














                                  SURVEY CONTROL DATA
                                
                             STATE=OR
                             [MARCH 16, 2009      ]
                              Version = 7.65
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0446 ***********************************************************************
 RD0446  DESIGNATION -  00
 RD0446  PID         -  RD0446
 RD0446  STATE/COUNTY-  OR/MULTNOMAH
 RD0446  USGS QUAD   -  PORTLAND (1990)
 RD0446
 RD0446                         *CURRENT SURVEY CONTROL
 RD0446  ___________________________________________________________________
 RD0446* NAD 83(1986)-  45 30 57.     (N)    122 40 37.     (W)     SCALED    
 RD0446* NAVD 88     -        17.913  (meters)      58.77   (feet)  ADJUSTED  
 RD0446  ___________________________________________________________________
 RD0446  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 RD0446  DYNAMIC HT  -          17.913 (meters)      58.77  (feet)  COMP
 RD0446  MODELED GRAV-     980,630.3   (mgal)                       NAVD 88
 RD0446
 RD0446  VERT ORDER  -  FIRST     CLASS II
 RD0446
 RD0446.The horizontal coordinates were scaled from a topographic map and have
 RD0446.an estimated accuracy of +/- 6 seconds.
 RD0446
 RD0446.The orthometric height was determined by differential leveling
 RD0446.and adjusted in June 1991.
 RD0446.WARNING-Repeat measurements at this control monument indicate possible
 RD0446.vertical movement.
 RD0446
 RD0446.Photographs are available for this station.
 RD0446
 RD0446.The geoid height was determined by GEOID03.
 RD0446
 RD0446.The dynamic height is computed by dividing the NAVD 88
 RD0446.geopotential number by the normal gravity value computed on the
 RD0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0446.degrees latitude (g = 980.6199 gals.).
 RD0446
 RD0446.The modeled gravity was interpolated from observed gravity values.
 RD0446
 RD0446;                    North         East    Units  Estimated Accuracy
 RD0446;SPC OR N     -   207,780.    2,329,940.      MT  (+/- 180 meters Scaled)
 RD0446
 RD0446                          SUPERSEDED SURVEY CONTROL
 RD0446
 RD0446  NGVD 29 (05/16/90)   16.843  (m)           55.26   (f) ADJUSTED    1 2
 RD0446
 RD0446.Superseded values are not recommended for survey control.
 RD0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0446.See file dsdata.txt to determine how the superseded data were derived.
 RD0446
 RD0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER252403(NAD 83)
 RD0446_MARKER: DD = SURVEY DISK
 RD0446_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RD0446_SP_SET: STEP
 RD0446_STAMPING: 00
 RD0446_MARK LOGO: OR1650
 RD0446_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0446_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD0446+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2007
 RD0446
 RD0446  HISTORY     - Date     Condition        Report By
 RD0446  HISTORY     - UNK      MONUMENTED       CGS
 RD0446  HISTORY     - 1934     GOOD             NGS
 RD0446  HISTORY     - 1987     GOOD             NGS
 RD0446  HISTORY     - 1988     GOOD             USPSQD
 RD0446  HISTORY     - 1989     GOOD             USPSQD
 RD0446  HISTORY     - 1990     GOOD             USPSQD
 RD0446  HISTORY     - 20010207 GOOD             USPSQD
 RD0446  HISTORY     - 20041125 GOOD             USPSQD
 RD0446  HISTORY     - 20051125 GOOD             USPSQD
 RD0446  HISTORY     - 20070309 GOOD             USPSQD
 RD0446
 RD0446                          STATION DESCRIPTION
 RD0446
 RD0446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RD0446'IN PORTLAND.
 RD0446'SET HORIZONTALLY IN THE SOLDIERS MONUMENT IN THE PLAZA BLOCK EAST OF
 RD0446'COUNTY COURT HOUSE, IN THIRD STEP OF BASE OF MONUMENT, 16 INCHES SOUTH
 RD0446'OF SOUTH SIDE OF COLUMN BASE.
 RD0446
 RD0446                          STATION RECOVERY (1987)
 RD0446
 RD0446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD0446'RECOVERED IN GOOD CONDITION.
 RD0446
 RD0446                          STATION RECOVERY (1988)
 RD0446
 RD0446'RECOVERY NOTE BY US POWER SQUADRON 1988 (KRN)
 RD0446'RECOVERED IN GOOD CONDITION.
 RD0446
 RD0446                          STATION RECOVERY (1989)
 RD0446
 RD0446'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RD0446'RECOVERED IN GOOD CONDITION.
 RD0446
 RD0446                          STATION RECOVERY (1990)
 RD0446
 RD0446'RECOVERY NOTE BY US POWER SQUADRON 1990 (KRN)
 RD0446'RECOVERED IN GOOD CONDITION.
 RD0446
 RD0446                          STATION RECOVERY (2001)
 RD0446
 RD0446'RECOVERY NOTE BY US POWER SQUADRON 2001 (KPK)
 RD0446'RECOVERED IN GOOD CONDITION.
 RD0446
 RD0446                          STATION RECOVERY (2004)
 RD0446
 RD0446'RECOVERY NOTE BY US POWER SQUADRON 2004 (RHC)
 RD0446'RECOVERED IN GOOD CONDITION.
 RD0446
 RD0446                          STATION RECOVERY (2005)
 RD0446
 RD0446'RECOVERY NOTE BY US POWER SQUADRON 2005 (RHC)
 RD0446'RECOVERED IN GOOD CONDITION.
 RD0446
 RD0446                          STATION RECOVERY (2007)
 RD0446
 RD0446'RECOVERY NOTE BY US POWER SQUADRON 2007 (RHC)
 RD0446'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0439 ***********************************************************************
 PB0439  DESIGNATION -  1
 PB0439  PID         -  PB0439
 PB0439  STATE/COUNTY-  OR/KLAMATH
 PB0439  USGS QUAD   -  ODELL LAKE (1981)
 PB0439
 PB0439                         *CURRENT SURVEY CONTROL
 PB0439  ___________________________________________________________________
 PB0439* NAD 83(1986)-  43 30 31.     (N)    121 58 00.     (W)     SCALED    
 PB0439* NAVD 88     -      1456.792  (meters)    4779.49   (feet)  ADJUSTED  
 PB0439  ___________________________________________________________________
 PB0439  GEOID HEIGHT-         -21.23  (meters)                     GEOID03
 PB0439  DYNAMIC HT  -        1456.051 (meters)    4777.06  (feet)  COMP
 PB0439  MODELED GRAV-     980,059.1   (mgal)                       NAVD 88
 PB0439
 PB0439  VERT ORDER  -  SECOND    CLASS 0
 PB0439
 PB0439.The horizontal coordinates were scaled from a topographic map and have
 PB0439.an estimated accuracy of +/- 6 seconds.
 PB0439
 PB0439.The orthometric height was determined by differential leveling
 PB0439.and adjusted in June 1991.
 PB0439
 PB0439.The geoid height was determined by GEOID03.
 PB0439
 PB0439.The dynamic height is computed by dividing the NAVD 88
 PB0439.geopotential number by the normal gravity value computed on the
 PB0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0439.degrees latitude (g = 980.6199 gals.).
 PB0439
 PB0439.The modeled gravity was interpolated from observed gravity values.
 PB0439
 PB0439;                    North         East    Units  Estimated Accuracy
 PB0439;SPC OR S     -   205,650.    1,381,410.      MT  (+/- 180 meters Scaled)
 PB0439
 PB0439                          SUPERSEDED SURVEY CONTROL
 PB0439
 PB0439  NGVD 29 (??/??/92) 1455.498  (m)         4775.25   (f) ADJ UNCH    2 0
 PB0439
 PB0439.Superseded values are not recommended for survey control.
 PB0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0439.See file dsdata.txt to determine how the superseded data were derived.
 PB0439
 PB0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP835178(NAD 83)
 PB0439_MARKER: B = BOLT
 PB0439_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PB0439_SP_SET: ABUTMENT
 PB0439_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PB0439
 PB0439  HISTORY     - Date     Condition        Report By
 PB0439  HISTORY     - UNK      MONUMENTED       SPRR
 PB0439  HISTORY     - 1943     GOOD             NGS
 PB0439
 PB0439                          STATION DESCRIPTION
 PB0439
 PB0439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PB0439'IN CRESCENT LAKE.
 PB0439'ABOUT 500 FEET EAST OF THE SOUTHERN PACIFIC COMPANY STATION AT
 PB0439'CRESCENT LAKE, KLAMATH COUNTY, AT THE SOUTHWEST CORNER OF THE RAILROAD
 PB0439'BRIDGE OVER CRESCENT CREEK, IN THE TOP OF THE ABUTMENT.  A SQUARE
 PB0439'HEADED IRON BOLT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1255 ***********************************************************************
 RD1255  DESIGNATION -  1
 RD1255  PID         -  RD1255
 RD1255  STATE/COUNTY-  OR/WASHINGTON
 RD1255  USGS QUAD   -  COCHRAN (1979)
 RD1255
 RD1255                         *CURRENT SURVEY CONTROL
 RD1255  ___________________________________________________________________
 RD1255* NAD 83(1986)-  45 42 27.     (N)    123 26 53.     (W)     SCALED    
 RD1255* NAVD 88     -       435.448  (meters)    1428.63   (feet)  ADJUSTED  
 RD1255  ___________________________________________________________________
 RD1255  GEOID HEIGHT-         -20.62  (meters)                     GEOID03
 RD1255  DYNAMIC HT  -         435.459 (meters)    1428.67  (feet)  COMP
 RD1255  MODELED GRAV-     980,626.9   (mgal)                       NAVD 88
 RD1255
 RD1255  VERT ORDER  -  SECOND    CLASS 0
 RD1255
 RD1255.The horizontal coordinates were scaled from a topographic map and have
 RD1255.an estimated accuracy of +/- 6 seconds.
 RD1255
 RD1255.The orthometric height was determined by differential leveling
 RD1255.and adjusted in June 1991.
 RD1255
 RD1255.The geoid height was determined by GEOID03.
 RD1255
 RD1255.The dynamic height is computed by dividing the NAVD 88
 RD1255.geopotential number by the normal gravity value computed on the
 RD1255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1255.degrees latitude (g = 980.6199 gals.).
 RD1255
 RD1255.The modeled gravity was interpolated from observed gravity values.
 RD1255
 RD1255;                    North         East    Units  Estimated Accuracy
 RD1255;SPC OR N     -   230,970.    2,270,500.      MT  (+/- 180 meters Scaled)
 RD1255
 RD1255                          SUPERSEDED SURVEY CONTROL
 RD1255
 RD1255  NGVD 29 (??/??/92)  434.334  (m)         1424.98   (f) ADJ UNCH    2 0
 RD1255
 RD1255.Superseded values are not recommended for survey control.
 RD1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1255.See file dsdata.txt to determine how the superseded data were derived.
 RD1255
 RD1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR651616(NAD 83)
 RD1255_MARKER: B = BOLT
 RD1255_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RD1255_SP_SET: BRIDGE
 RD1255_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RD1255
 RD1255  HISTORY     - Date     Condition        Report By
 RD1255  HISTORY     - UNK      MONUMENTED       SPRR
 RD1255  HISTORY     - 1934     GOOD             NGS
 RD1255
 RD1255                          STATION DESCRIPTION
 RD1255
 RD1255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RD1255'2.5 MI W FROM COCHRAN.
 RD1255'ALONG THE SOUTHERN PACIFIC R.R., ON THE S.W. END OF RAILROAD BRIDGE
 RD1255'NO. 802.54, 0.45 MILES WEST OF MILE POST 802, 6 FEET SOUTH OF TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0004 ***********************************************************************
 RD0004  DESIGNATION -  1
 RD0004  PID         -  RD0004
 RD0004  STATE/COUNTY-  OR/MULTNOMAH
 RD0004  USGS QUAD   -  CAMAS (1993)
 RD0004
 RD0004                         *CURRENT SURVEY CONTROL
 RD0004  ___________________________________________________________________
 RD0004* NAD 83(1986)-  45 32 39.     (N)    122 24 01.     (W)     SCALED    
 RD0004* NAVD 88     -        15.421  (meters)      50.59   (feet)  ADJUSTED  
 RD0004  ___________________________________________________________________
 RD0004  GEOID HEIGHT-         -22.63  (meters)                     GEOID03
 RD0004  DYNAMIC HT  -          15.421 (meters)      50.59  (feet)  COMP
 RD0004  MODELED GRAV-     980,612.9   (mgal)                       NAVD 88
 RD0004
 RD0004  VERT ORDER  -  SECOND    CLASS 0
 RD0004
 RD0004.The horizontal coordinates were scaled from a topographic map and have
 RD0004.an estimated accuracy of +/- 6 seconds.
 RD0004
 RD0004.The orthometric height was determined by differential leveling
 RD0004.and adjusted in June 1991.
 RD0004
 RD0004.The geoid height was determined by GEOID03.
 RD0004
 RD0004.The dynamic height is computed by dividing the NAVD 88
 RD0004.geopotential number by the normal gravity value computed on the
 RD0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0004.degrees latitude (g = 980.6199 gals.).
 RD0004
 RD0004.The modeled gravity was interpolated from observed gravity values.
 RD0004
 RD0004;                    North         East    Units  Estimated Accuracy
 RD0004;SPC OR N     -   210,380.    2,351,620.      MT  (+/- 180 meters Scaled)
 RD0004
 RD0004                          SUPERSEDED SURVEY CONTROL
 RD0004
 RD0004  NGVD 29 (??/??/92)   14.396  (m)           47.23   (f) ADJ UNCH    2 0
 RD0004
 RD0004.Superseded values are not recommended for survey control.
 RD0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0004.See file dsdata.txt to determine how the superseded data were derived.
 RD0004
 RD0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER468435(NAD 83)
 RD0004_MARKER: DD = SURVEY DISK
 RD0004_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RD0004_SP_SET: FOUNDATION
 RD0004_STAMPING: 1
 RD0004_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RD0004
 RD0004  HISTORY     - Date     Condition        Report By
 RD0004  HISTORY     - UNK      MONUMENTED       ORDT
 RD0004  HISTORY     - 1956     GOOD             NGS
 RD0004
 RD0004                          STATION DESCRIPTION
 RD0004
 RD0004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 RD0004'0.7 MI N FROM TROUTDALE.
 RD0004'0.2 MILE WEST ALONG EAST COLUMBIA STREET FROM THE POST OFFICE AT
 RD0004'TROUTDALE, THENCE 0.3 MILE NORTH ALONG A PAVED ROAD, THENCE 0.2 MILE
 RD0004'WEST ALONG U.S. HIGHWAY 30, IN T 1 N - R 3 E, 0.05 MILE WEST OF THE Y
 RD0004'JUNCTION OF AN ASPHALT ROAD LEADING NORTHEAST, AT A SMALL HIGHWAY
 RD0004'BRIDGE, 2.3 FEET EAST OF THE WEST END OF THE NORTH CONCRETE HEAD WALL,
 RD0004'56.3 FEET EAST OF THE NORTHEAST CORNER OF THE CONCRETE FOUNDATION FOR
 RD0004'A STEEL LIGHT POLE, 32.3 FEET NORTH OF THE CENTER LINE OF THE SOUTH
 RD0004'LANES OF THE HIGHWAY, AND ABOUT 2 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0802 ***********************************************************************
 QD0802  DESIGNATION -  1
 QD0802  PID         -  QD0802
 QD0802  STATE/COUNTY-  OR/DESCHUTES
 QD0802  USGS QUAD   -  BEND (1981)
 QD0802
 QD0802                         *CURRENT SURVEY CONTROL
 QD0802  ___________________________________________________________________
 QD0802* NAD 83(1986)-  44 03 31.     (N)    121 18 52.     (W)     SCALED    
 QD0802* NAVD 88     -      1105.262  (meters)    3626.18   (feet)  POSTED    
 QD0802  ___________________________________________________________________
 QD0802  GEOID HEIGHT-         -20.93  (meters)                     GEOID03
 QD0802  DYNAMIC HT  -        1104.830 (meters)    3624.76  (feet)  COMP
 QD0802  MODELED GRAV-     980,185.1   (mgal)                       NAVD 88
 QD0802
 QD0802  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 QD0802
 QD0802.The horizontal coordinates were scaled from a topographic map and have
 QD0802.an estimated accuracy of +/- 6 seconds.
 QD0802
 QD0802.The orthometric height was determined by differential leveling
 QD0802.and adjusted by the  in 1992.
 QD0802.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 QD0802.was located on a no-check spur therefore a value was not computed.
 QD0802.No vertical observational check was made to the station.
 QD0802
 QD0802.The geoid height was determined by GEOID03.
 QD0802
 QD0802.The dynamic height is computed by dividing the NAVD 88
 QD0802.geopotential number by the normal gravity value computed on the
 QD0802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0802.degrees latitude (g = 980.6199 gals.).
 QD0802
 QD0802.The modeled gravity was interpolated from observed gravity values.
 QD0802
 QD0802;                    North         East    Units  Estimated Accuracy
 QD0802;SPC OR S     -   266,030.    1,434,740.      MT  (+/- 180 meters Scaled)
 QD0802
 QD0802                          SUPERSEDED SURVEY CONTROL
 QD0802
 QD0802  NGVD 29 (??/??/92) 1104.091  (m)         3622.34   (f) ADJ UNCH    1 2
 QD0802
 QD0802.Superseded values are not recommended for survey control.
 QD0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0802.See file dsdata.txt to determine how the superseded data were derived.
 QD0802
 QD0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP350797(NAD 83)
 QD0802_MARKER: Q = CHISELED SQUARE
 QD0802_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QD0802_SP_SET: CURB
 QD0802_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0802
 QD0802  HISTORY     - Date     Condition        Report By
 QD0802  HISTORY     - UNK      MONUMENTED       LOCENG
 QD0802  HISTORY     - 1920     GOOD             NGS
 QD0802  HISTORY     - 19880721 MARK NOT FOUND   NGS
 QD0802
 QD0802                          STATION DESCRIPTION
 QD0802
 QD0802'DESCRIBED BY NATIONAL GEODETIC SURVEY 1920
 QD0802'IN BEND.
 QD0802'AT BEND, DESCHUTES COUNTY, ON THE WEST CURB OF WALL STREET, AT THE
 QD0802'INTERSECTION WITH THE SOUTH CURB LINE OF MINNESOTA AVENUE EXTENDED,
 QD0802'AND 7 FEET SOUTHEAST OF A FIRE HYDRANT.  A CHISELED SQUARE.
 QD0802
 QD0802                          STATION RECOVERY (1988)
 QD0802
 QD0802'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QD0802'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0688 ***********************************************************************
 RA0688  DESIGNATION -  1
 RA0688  PID         -  RA0688
 RA0688  STATE/COUNTY-  OR/WALLOWA
 RA0688  USGS QUAD   -  JOSEPH NW (1990)
 RA0688
 RA0688                         *CURRENT SURVEY CONTROL
 RA0688  ___________________________________________________________________
 RA0688* NAD 83(1986)-  45 23 45.     (N)    117 13 54.     (W)     SCALED    
 RA0688* NAVD 88     -      1194.137  (meters)    3917.76   (feet)  ADJUSTED  
 RA0688  ___________________________________________________________________
 RA0688  GEOID HEIGHT-         -16.02  (meters)                     GEOID03
 RA0688  DYNAMIC HT  -        1193.783 (meters)    3916.60  (feet)  COMP
 RA0688  MODELED GRAV-     980,279.0   (mgal)                       NAVD 88
 RA0688
 RA0688  VERT ORDER  -  SECOND    CLASS 0
 RA0688
 RA0688.The horizontal coordinates were scaled from a topographic map and have
 RA0688.an estimated accuracy of +/- 6 seconds.
 RA0688
 RA0688.The orthometric height was determined by differential leveling
 RA0688.and adjusted in June 1991.
 RA0688
 RA0688.The geoid height was determined by GEOID03.
 RA0688
 RA0688.The dynamic height is computed by dividing the NAVD 88
 RA0688.geopotential number by the normal gravity value computed on the
 RA0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0688.degrees latitude (g = 980.6199 gals.).
 RA0688
 RA0688.The modeled gravity was interpolated from observed gravity values.
 RA0688
 RA0688;                    North         East    Units  Estimated Accuracy
 RA0688;SPC OR N     -   197,320.    2,755,820.      MT  (+/- 180 meters Scaled)
 RA0688
 RA0688                          SUPERSEDED SURVEY CONTROL
 RA0688
 RA0688  NGVD 29 (??/??/92) 1192.917  (m)         3913.76   (f) ADJ UNCH    2 0
 RA0688
 RA0688.Superseded values are not recommended for survey control.
 RA0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0688.See file dsdata.txt to determine how the superseded data were derived.
 RA0688
 RA0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML818269(NAD 83)
 RA0688_MARKER: DD = SURVEY DISK
 RA0688_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RA0688_SP_SET: SYPHON BOX
 RA0688_STAMPING: 1 1929 3914.1
 RA0688_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RA0688
 RA0688  HISTORY     - Date     Condition        Report By
 RA0688  HISTORY     - 1929     MONUMENTED       PG+E
 RA0688  HISTORY     - 1946     GOOD             NGS
 RA0688
 RA0688                          STATION DESCRIPTION
 RA0688
 RA0688'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RA0688'3.1 MI N FROM JOSEPH.
 RA0688'ABOUT 3.1 MILES NORTH ALONG OREGON STATE HIGHWAY 82 FROM THE POST
 RA0688'OFFICE AT JOSEPH, SET IN THE TOP OF A CONCRETE SYPHON BOX ON THE
 RA0688'SOUTHWEST SIDE OF THE HIGHWAY, ABOUT 300 FEET EAST OF A LARGE RED BARN
 RA0688'WITH A SIGN FACING HIGHWAY READING HOME RANCH OF E.H. EGGLESON 109
 RA0688'FEET SOUTHEAST OF THE CENTER LINE OF A CROSS ROAD JUNCTION, 40 FEET
 RA0688'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT THE SAME ELEVATION
 RA0688'AS THE IMMEDIATE ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0161 ***********************************************************************
 QE0161  DESIGNATION -  1
 QE0161  PID         -  QE0161
 QE0161  STATE/COUNTY-  OR/LINN
 QE0161  USGS QUAD   -  CASCADIA (1994)
 QE0161
 QE0161                         *CURRENT SURVEY CONTROL
 QE0161  ___________________________________________________________________
 QE0161* NAD 83(1986)-  44 23 48.     (N)    122 28 34.     (W)     SCALED    
 QE0161* NAVD 88     -       260.103  (meters)     853.35   (feet)  POSTED    
 QE0161  ___________________________________________________________________
 QE0161  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 QE0161  DYNAMIC HT  -         260.050 (meters)     853.18  (feet)  COMP
 QE0161  MODELED GRAV-     980,419.6   (mgal)                       NAVD 88
 QE0161
 QE0161  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 QE0161
 QE0161.The horizontal coordinates were scaled from a topographic map and have
 QE0161.an estimated accuracy of +/- 6 seconds.
 QE0161
 QE0161.The orthometric height was determined by differential leveling
 QE0161.and adjusted by the  in 1992.
 QE0161.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 QE0161.rate of 1.1 thru 2.0 mm/km.
 QE0161
 QE0161.The geoid height was determined by GEOID03.
 QE0161
 QE0161.The dynamic height is computed by dividing the NAVD 88
 QE0161.geopotential number by the normal gravity value computed on the
 QE0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0161.degrees latitude (g = 980.6199 gals.).
 QE0161
 QE0161.The modeled gravity was interpolated from observed gravity values.
 QE0161
 QE0161;                    North         East    Units  Estimated Accuracy
 QE0161;SPC OR N     -    83,050.    2,342,580.      MT  (+/- 180 meters Scaled)
 QE0161
 QE0161                          SUPERSEDED SURVEY CONTROL
 QE0161
 QE0161  NGVD 29 (??/??/92)  259.025  (m)          849.82   (f) ADJ UNCH    1 2
 QE0161
 QE0161.Superseded values are not recommended for survey control.
 QE0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0161.See file dsdata.txt to determine how the superseded data were derived.
 QE0161
 QE0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ417160(NAD 83)
 QE0161_MARKER: DD = SURVEY DISK
 QE0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0161_STAMPING: 852 23 C 1 1929
 QE0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0161+STABILITY: SURFACE MOTION
 QE0161
 QE0161  HISTORY     - Date     Condition        Report By
 QE0161  HISTORY     - 1929     MONUMENTED       BPR
 QE0161  HISTORY     - 1963     GOOD             NGS
 QE0161
 QE0161                          STATION DESCRIPTION
 QE0161
 QE0161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 QE0161'0.5 MI NE FROM CASCADIA.
 QE0161'0.5 MILE NORTHEAST OF THE CASCADIA SCHOOL, 0.1 MILE EAST OF DOBBIN
 QE0161'CREEK, 47 FEET NORTHEAST OF THE SIGN, CASCADIA, 39 FEET NORTH OF THE
 QE0161'CENTER OF THE HIGHWAY AND 1 FOOT EAST OF A METAL WITNESS POST.  SET IN
 QE0161'A ROUND CONCRETE MONUMENT THAT PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0569 ***********************************************************************
 QB0569  DESIGNATION -  1
 QB0569  PID         -  QB0569
 QB0569  STATE/COUNTY-  OR/BAKER
 QB0569  USGS QUAD   -  STURGILL CREEK (1987)
 QB0569
 QB0569                         *CURRENT SURVEY CONTROL
 QB0569  ___________________________________________________________________
 QB0569* NAD 83(1986)-  44 43 57.     (N)    117 03 20.     (W)     SCALED    
 QB0569* NAVD 88     -       573.881  (meters)    1882.81   (feet)  ADJUSTED  
 QB0569  ___________________________________________________________________
 QB0569  GEOID HEIGHT-         -16.46  (meters)                     GEOID03
 QB0569  DYNAMIC HT  -         573.722 (meters)    1882.29  (feet)  COMP
 QB0569  MODELED GRAV-     980,324.1   (mgal)                       NAVD 88
 QB0569
 QB0569  VERT ORDER  -  SECOND    CLASS 0
 QB0569
 QB0569.The horizontal coordinates were scaled from a topographic map and have
 QB0569.an estimated accuracy of +/- 6 seconds.
 QB0569
 QB0569.The orthometric height was determined by differential leveling
 QB0569.and adjusted in June 1991.
 QB0569
 QB0569.The geoid height was determined by GEOID03.
 QB0569
 QB0569.The dynamic height is computed by dividing the NAVD 88
 QB0569.geopotential number by the normal gravity value computed on the
 QB0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0569.degrees latitude (g = 980.6199 gals.).
 QB0569
 QB0569.The modeled gravity was interpolated from observed gravity values.
 QB0569
 QB0569;                    North         East    Units  Estimated Accuracy
 QB0569;SPC OR N     -   124,250.    2,772,740.      MT  (+/- 180 meters Scaled)
 QB0569
 QB0569                          SUPERSEDED SURVEY CONTROL
 QB0569
 QB0569.No superseded survey control is available for this station.
 QB0569
 QB0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK956532(NAD 83)
 QB0569_MARKER: DD = SURVEY DISK
 QB0569_SETTING: 66 = SET IN ROCK OUTCROP
 QB0569_SP_SET: ROCK CUT
 QB0569_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QB0569+STABILITY: POSITION/ELEVATION WELL
 QB0569
 QB0569  HISTORY     - Date     Condition        Report By
 QB0569  HISTORY     - UNK      MONUMENTED       DOD
 QB0569  HISTORY     - 1946     GOOD             NGS
 QB0569
 QB0569                          STATION DESCRIPTION
 QB0569
 QB0569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 QB0569'2.05 MI S FROM ROBINETTE.
 QB0569'ALONG THE HOMESTEAD BRANCH OF THE UNION PACIFIC RAILROAD, 2.05 MILES
 QB0569'SOUTH OF THE STATION AT ROBINETTE, AT A PROMINENT ROCK CUT, 51.5 FEET
 QB0569'SOUTHWEST OF CENTER OF THE CROSSING OF A DIRT ROAD WHICH LEADS TO A
 QB0569'PRIVATE FERRY ON THE SNAKE RIVER, 6.5 FEET SOUTHEAST OF THE SOUTHEAST
 QB0569'RAIL, THE HIGHEST POINT OF AN OUTLINED POINT OF A BROKEN SECTION OF
 QB0569'ROCK AT THE NORTHEAST END OF A 2 1/2X4 FOOT PORTION OF OUTCROPPING,
 QB0569'ABOUT THE SAME ELEVATION AS THE TOP OF THE RAILS, PAINTED USSBM NO. 1.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC0442 ***********************************************************************
 SC0442  DESIGNATION -  1
 SC0442  PID         -  SC0442
 SC0442  STATE/COUNTY-  OR/CLATSOP
 SC0442  USGS QUAD   -  KNAPPA (1986)
 SC0442
 SC0442                         *CURRENT SURVEY CONTROL
 SC0442  ___________________________________________________________________
 SC0442* NAD 83(1986)-  46 14 05.     (N)    123 30 52.     (W)     SCALED    
 SC0442* NAVD 88     -         4.524  (meters)      14.84   (feet)  POSTED    
 SC0442  ___________________________________________________________________
 SC0442  GEOID HEIGHT-         -21.82  (meters)                     GEOID03
 SC0442  DYNAMIC HT  -           4.520 (meters)      14.83  (feet)  COMP
 SC0442  MODELED GRAV-     980,730.5   (mgal)                       NAVD 88
 SC0442
 SC0442  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 SC0442
 SC0442.The horizontal coordinates were scaled from a topographic map and have
 SC0442.an estimated accuracy of +/- 6 seconds.
 SC0442
 SC0442.The orthometric height was determined by differential leveling
 SC0442.and adjusted by the  in 1992.
 SC0442.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 SC0442.rate of 2.1 thru 3.0 mm/km.
 SC0442
 SC0442.The geoid height was determined by GEOID03.
 SC0442
 SC0442.The dynamic height is computed by dividing the NAVD 88
 SC0442.geopotential number by the normal gravity value computed on the
 SC0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0442.degrees latitude (g = 980.6199 gals.).
 SC0442
 SC0442.The modeled gravity was interpolated from observed gravity values.
 SC0442
 SC0442;                    North         East    Units  Estimated Accuracy
 SC0442;SPC OR N     -   289,720.    2,267,520.      MT  (+/- 180 meters Scaled)
 SC0442
 SC0442                          SUPERSEDED SURVEY CONTROL
 SC0442
 SC0442  NGVD 29 (??/??/92)    3.505  (m)           11.50   (f) ADJ UNCH    1 2
 SC0442
 SC0442.Superseded values are not recommended for survey control.
 SC0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0442.See file dsdata.txt to determine how the superseded data were derived.
 SC0442
 SC0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS603202(NAD 83)
 SC0442_MARKER: DJ = TIDAL STATION DISK
 SC0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SC0442_STAMPING: 1 1936
 SC0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0442+STABILITY: SURFACE MOTION
 SC0442
 SC0442  HISTORY     - Date     Condition        Report By
 SC0442  HISTORY     - 1936     MONUMENTED       CGS
 SC0442  HISTORY     - 1950     GOOD             NGS
 SC0442  HISTORY     - 1987     MARK NOT FOUND   NGS
 SC0442
 SC0442                          STATION DESCRIPTION
 SC0442
 SC0442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 SC0442'IN ALDRICH POINT.
 SC0442'ABOUT 20 RAIL LENGTHS EAST OF RAILROAD CROSSING, 58 FEET WEST OF SIGN
 SC0442'POST BEARING NUMERALS A-81/58, AND 9 FEET NORTH OF CENTER LINE OF
 SC0442'TRACKS.  PROJECTING 2 INCHES ABOVE THE GROUND.  NOTE-- RAILWAY STATION
 SC0442'PREVIOUSLY MENTIONED HAS BURNED DOWN.
 SC0442
 SC0442                          STATION RECOVERY (1987)
 SC0442
 SC0442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SC0442'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0508 ***********************************************************************
 RD0508  DESIGNATION -  1
 RD0508  PID         -  RD0508
 RD0508  STATE/COUNTY-  OR/MULTNOMAH
 RD0508  USGS QUAD   -  LINNTON (1990)
 RD0508
 RD0508                         *CURRENT SURVEY CONTROL
 RD0508  ___________________________________________________________________
 RD0508* NAD 83(1986)-  45 34 50.     (N)    122 45 43.     (W)     SCALED    
 RD0508* NAVD 88     -         9.582  (meters)      31.44   (feet)  POSTED    
 RD0508  ___________________________________________________________________
 RD0508  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 RD0508  DYNAMIC HT  -           9.580 (meters)      31.43  (feet)  COMP
 RD0508  MODELED GRAV-     980,621.6   (mgal)                       NAVD 88
 RD0508
 RD0508  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 RD0508
 RD0508.The horizontal coordinates were scaled from a topographic map and have
 RD0508.an estimated accuracy of +/- 6 seconds.
 RD0508
 RD0508.The orthometric height was determined by differential leveling
 RD0508.and adjusted by the  in 1992.
 RD0508.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 RD0508.was located on a no-check spur therefore a value was not computed.
 RD0508.No vertical observational check was made to the station.
 RD0508
 RD0508.The geoid height was determined by GEOID03.
 RD0508
 RD0508.The dynamic height is computed by dividing the NAVD 88
 RD0508.geopotential number by the normal gravity value computed on the
 RD0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0508.degrees latitude (g = 980.6199 gals.).
 RD0508
 RD0508.The modeled gravity was interpolated from observed gravity values.
 RD0508
 RD0508;                    North         East    Units  Estimated Accuracy
 RD0508;SPC OR N     -   215,150.    2,323,500.      MT  (+/- 180 meters Scaled)
 RD0508
 RD0508                          SUPERSEDED SURVEY CONTROL
 RD0508
 RD0508  NGVD 29 (??/??/92)    8.540  (m)           28.02   (f) ADJ UNCH    1 2
 RD0508
 RD0508.Superseded values are not recommended for survey control.
 RD0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0508.See file dsdata.txt to determine how the superseded data were derived.
 RD0508
 RD0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER185474(NAD 83)
 RD0508_MARKER: DB = BENCH MARK DISK
 RD0508_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD0508_SP_SET: CONCRETE SLAB
 RD0508_STAMPING: 1 1940
 RD0508_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0508
 RD0508  HISTORY     - Date     Condition        Report By
 RD0508  HISTORY     - 1940     MONUMENTED       CGS
 RD0508  HISTORY     - 1942     GOOD             NGS
 RD0508  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 RD0508  HISTORY     - 19940420 MARK NOT FOUND   USPSQD
 RD0508
 RD0508                          STATION DESCRIPTION
 RD0508
 RD0508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 RD0508'IN PORTLAND.
 RD0508'A STANDARD DISC, STAMPED 1 1940, SET IN THE TOP AND AT THE NORTHEAST
 RD0508'CORNER OF THE CONCRETE SLAB OF MANHOLE LOCATED AT THE U. S. GOVERNMENT
 RD0508'MOORINGS, U.S. ENGINEER DEPT., 8010 N.W. ST. HELENS ROAD, PORTLAND,
 RD0508'ORE.  MARK IS 54 FEET SOUTHEAST OF S.E. CORNER OF CARPENTER SHOP. 15
 RD0508'FEET NORTH OF THE AUTOMOBILE SHED.  ABOUT 37 FEET WEST OF THE INSHORE
 RD0508'END OF THE WHARF APPROACH, AND LEVEL WITH THE GROUND. NOTE-- MARK IS
 RD0508'IN THE ROADWAY AND IS RUN OVER BY TRUCKS AND CARS.
 RD0508
 RD0508                          STATION RECOVERY (1990)
 RD0508
 RD0508'RECOVERY NOTE BY US POWER SQUADRON 1990 (FV)
 RD0508'MARK NOT FOUND.
 RD0508
 RD0508                          STATION RECOVERY (1994)
 RD0508
 RD0508'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD0508'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0522 ***********************************************************************
 QD0522  DESIGNATION -  1
 QD0522  PID         -  QD0522
 QD0522  STATE/COUNTY-  OR/JEFFERSON
 QD0522  USGS QUAD   -  WARM SPRINGS (1963)
 QD0522
 QD0522                         *CURRENT SURVEY CONTROL
 QD0522  ___________________________________________________________________
 QD0522* NAD 83(1986)-  44 45 57.     (N)    121 16 43.     (W)     SCALED    
 QD0522* NAVD 88     -       496.819  (meters)    1629.98   (feet)  ADJUSTED  
 QD0522  ___________________________________________________________________
 QD0522  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 QD0522  DYNAMIC HT  -         496.717 (meters)    1629.65  (feet)  COMP
 QD0522  MODELED GRAV-     980,397.2   (mgal)                       NAVD 88
 QD0522
 QD0522  VERT ORDER  -  SECOND    CLASS 0
 QD0522
 QD0522.The horizontal coordinates were scaled from a topographic map and have
 QD0522.an estimated accuracy of +/- 6 seconds.
 QD0522
 QD0522.The orthometric height was determined by differential leveling
 QD0522.and adjusted in June 1991.
 QD0522
 QD0522.The geoid height was determined by GEOID03.
 QD0522
 QD0522.The dynamic height is computed by dividing the NAVD 88
 QD0522.geopotential number by the normal gravity value computed on the
 QD0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0522.degrees latitude (g = 980.6199 gals.).
 QD0522
 QD0522.The modeled gravity was interpolated from observed gravity values.
 QD0522
 QD0522;                    North         East    Units  Estimated Accuracy
 QD0522;SPC OR N     -   122,440.    2,438,370.      MT  (+/- 180 meters Scaled)
 QD0522
 QD0522                          SUPERSEDED SURVEY CONTROL
 QD0522
 QD0522  NGVD 29 (??/??/92)  495.743  (m)         1626.45   (f) ADJ UNCH    2 0
 QD0522
 QD0522.Superseded values are not recommended for survey control.
 QD0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0522.See file dsdata.txt to determine how the superseded data were derived.
 QD0522
 QD0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ362583(NAD 83)
 QD0522_MARKER: DD = SURVEY DISK
 QD0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD0522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QD0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0522+STABILITY: SURFACE MOTION
 QD0522
 QD0522  HISTORY     - Date     Condition        Report By
 QD0522  HISTORY     - UNK      MONUMENTED       ORDT
 QD0522  HISTORY     - 1949     GOOD             NGS
 QD0522
 QD0522                          STATION DESCRIPTION
 QD0522
 QD0522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 QD0522'0.7 MI NW FROM WARM SPRINGS.
 QD0522'0.7 MILE NORTHWEST ALONG STATE HIGHWAY 52 FROM WARM SPRINGS AGENCY AT
 QD0522'WARM SPRINGS, ON WARM SPRINGS INDIAN RESERVATION, 75.0 FEET SOUTH OF
 QD0522'THE CENTER LINE OF THE HIGHWAY, ABOUT 2 FEET LOWER THAN THE HIGHWAY,
 QD0522'1.0 FOOT EAST OF A WITNESS POST, 0.5 FOOT NORTH OF A FENCE, AND SET IN
 QD0522'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC0419 ***********************************************************************
 SC0419  DESIGNATION -  1
 SC0419  PID         -  SC0419
 SC0419  STATE/COUNTY-  OR/CLATSOP
 SC0419  USGS QUAD   -  CATHLAMET (1985)
 SC0419
 SC0419                         *CURRENT SURVEY CONTROL
 SC0419  ___________________________________________________________________
 SC0419* NAD 83(1986)-  46 09 29.     (N)    123 24 21.     (W)     SCALED    
 SC0419* NAVD 88     -         3.833  (meters)      12.58   (feet)  POSTED    
 SC0419  ___________________________________________________________________
 SC0419  GEOID HEIGHT-         -21.33  (meters)                     GEOID03
 SC0419  DYNAMIC HT  -           3.830 (meters)      12.57  (feet)  COMP
 SC0419  MODELED GRAV-     980,746.6   (mgal)                       NAVD 88
 SC0419
 SC0419  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 SC0419
 SC0419.The horizontal coordinates were scaled from a topographic map and have
 SC0419.an estimated accuracy of +/- 6 seconds.
 SC0419
 SC0419.The orthometric height was determined by differential leveling
 SC0419.and adjusted by the  in 1992.
 SC0419.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 SC0419.was located on a no-check spur therefore a value was not computed.
 SC0419.No vertical observational check was made to the station.
 SC0419
 SC0419.The geoid height was determined by GEOID03.
 SC0419
 SC0419.The dynamic height is computed by dividing the NAVD 88
 SC0419.geopotential number by the normal gravity value computed on the
 SC0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0419.degrees latitude (g = 980.6199 gals.).
 SC0419
 SC0419.The modeled gravity was interpolated from observed gravity values.
 SC0419
 SC0419;                    North         East    Units  Estimated Accuracy
 SC0419;SPC OR N     -   280,900.    2,275,590.      MT  (+/- 180 meters Scaled)
 SC0419
 SC0419                          SUPERSEDED SURVEY CONTROL
 SC0419
 SC0419  NGVD 29 (??/??/92)    2.845  (m)            9.33   (f) ADJ UNCH    1 2
 SC0419
 SC0419.Superseded values are not recommended for survey control.
 SC0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0419.See file dsdata.txt to determine how the superseded data were derived.
 SC0419
 SC0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS686116(NAD 83)
 SC0419_MARKER: DB = BENCH MARK DISK
 SC0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SC0419_STAMPING: NO 1 1940
 SC0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0419+STABILITY: SURFACE MOTION
 SC0419
 SC0419  HISTORY     - Date     Condition        Report By
 SC0419  HISTORY     - 1940     MONUMENTED       CGS
 SC0419  HISTORY     - 1942     GOOD             NGS
 SC0419  HISTORY     - 1952     MARK NOT FOUND   USGS
 SC0419
 SC0419                          STATION DESCRIPTION
 SC0419
 SC0419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 SC0419'IN WAUNA.
 SC0419'A STANDARD DISC, STAMPED NO 1 1940, SET IN THE TOP OF A CONCRETE
 SC0419'MONUMENT ABOUT 300 FEET NORTH NORTHEAST OF CROSSETT WESTERN COMPANY
 SC0419'STORE.  33 FEET EAST OF CENTERLINE BETWEEN TWO RAILROAD SWITCH TRACKS
 SC0419'LEADING TO SAWMILL BLDG.  45 FEET EAST OF THE EAST EDGE OF MILL DOCK.
 SC0419'78 FEET NORTHEAST OF HOSE HOUSE NO. 12 AT SOUTHEAST CORNER OF MILL
 SC0419'DOCK.  113 FEET EAST OF SOUTHEAST CORNER OF OLD PLANER MILL BUILDING
 SC0419'(NO.4).  AND 3 FEET WEST OF 4 X 4 IN. X 2 FT. WHITE PAINTED USBM
 SC0419'MARKER POST.  MARK IS AT THE HIGHEST POINT OF A GRASSY KNOLL.
 SC0419
 SC0419                          STATION RECOVERY (1952)
 SC0419
 SC0419'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 SC0419'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0257 ***********************************************************************
 NZ0257  DESIGNATION -  1
 NZ0257  PID         -  NZ0257
 NZ0257  STATE/COUNTY-  OR/DOUGLAS
 NZ0257  USGS QUAD   -  RAGSDALE BUTTE (1989)
 NZ0257
 NZ0257                         *CURRENT SURVEY CONTROL
 NZ0257  ___________________________________________________________________
 NZ0257* NAD 83(1986)-  42 51 00.     (N)    122 51 26.     (W)     SCALED    
 NZ0257* NAVD 88     -       483.307  (meters)    1585.65   (feet)  ADJUSTED  
 NZ0257  ___________________________________________________________________
 NZ0257  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 NZ0257  DYNAMIC HT  -         483.114 (meters)    1585.02  (feet)  COMP
 NZ0257  MODELED GRAV-     980,206.5   (mgal)                       NAVD 88
 NZ0257
 NZ0257  VERT ORDER  -  SECOND    CLASS 0
 NZ0257
 NZ0257.The horizontal coordinates were scaled from a topographic map and have
 NZ0257.an estimated accuracy of +/- 6 seconds.
 NZ0257
 NZ0257.The orthometric height was determined by differential leveling
 NZ0257.and adjusted in June 1991.
 NZ0257
 NZ0257.The geoid height was determined by GEOID03.
 NZ0257
 NZ0257.The dynamic height is computed by dividing the NAVD 88
 NZ0257.geopotential number by the normal gravity value computed on the
 NZ0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0257.degrees latitude (g = 980.6199 gals.).
 NZ0257
 NZ0257.The modeled gravity was interpolated from observed gravity values.
 NZ0257
 NZ0257;                    North         East    Units  Estimated Accuracy
 NZ0257;SPC OR S     -   134,160.    1,307,370.      MT  (+/- 180 meters Scaled)
 NZ0257
 NZ0257                          SUPERSEDED SURVEY CONTROL
 NZ0257
 NZ0257  NGVD 29 (??/??/92)  482.223  (m)         1582.09   (f) ADJ UNCH    2 0
 NZ0257
 NZ0257.Superseded values are not recommended for survey control.
 NZ0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0257.See file dsdata.txt to determine how the superseded data were derived.
 NZ0257
 NZ0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN116441(NAD 83)
 NZ0257_MARKER: DD = SURVEY DISK
 NZ0257_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NZ0257_SP_SET: SIDEWALK
 NZ0257_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0257
 NZ0257  HISTORY     - Date     Condition        Report By
 NZ0257  HISTORY     - UNK      MONUMENTED       BPR
 NZ0257  HISTORY     - 1949     GOOD             NGS
 NZ0257  HISTORY     - 1960     GOOD             NGS
 NZ0257
 NZ0257                          STATION DESCRIPTION
 NZ0257
 NZ0257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 NZ0257'3.3 MI SE FROM DREW.
 NZ0257'3.3 MILES SOUTHEAST ALONG STATE HIGHWAY 227 FROM THE POST OFFICE AT
 NZ0257'DREW, AT HIGHWAY BRIDGE 230-32.2 OVER ELK CREEK, IN THE NORTH END OF
 NZ0257'THE WEST CONCRETE WALK, 14 FEET WEST OF THE CENTER LINE OF THE
 NZ0257'HIGHWAY, 0.7 FOOT EAST OF THE WEST GUARD RAIL, AND ABOUT 1 FOOT HIGHER
 NZ0257'THAN THE ROAD.
 NZ0257
 NZ0257                          STATION RECOVERY (1960)
 NZ0257
 NZ0257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 NZ0257'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0057 ***********************************************************************
 NZ0057  DESIGNATION -  1
 NZ0057  PID         -  NZ0057
 NZ0057  STATE/COUNTY-  OR/JACKSON
 NZ0057  USGS QUAD   -  UNION CREEK (1989)
 NZ0057
 NZ0057                         *CURRENT SURVEY CONTROL
 NZ0057  ___________________________________________________________________
 NZ0057* NAD 83(1986)-  42 55 39.     (N)    122 25 25.     (W)     SCALED    
 NZ0057* NAVD 88     -      1065.692  (meters)    3496.36   (feet)  ADJUSTED  
 NZ0057  ___________________________________________________________________
 NZ0057  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 NZ0057  DYNAMIC HT  -        1065.163 (meters)    3494.62  (feet)  COMP
 NZ0057  MODELED GRAV-     980,088.1   (mgal)                       NAVD 88
 NZ0057
 NZ0057  VERT ORDER  -  SECOND    CLASS 0
 NZ0057
 NZ0057.The horizontal coordinates were scaled from a topographic map and have
 NZ0057.an estimated accuracy of +/- 6 seconds.
 NZ0057
 NZ0057.The orthometric height was determined by differential leveling
 NZ0057.and adjusted in June 1991.
 NZ0057
 NZ0057.The geoid height was determined by GEOID03.
 NZ0057
 NZ0057.The dynamic height is computed by dividing the NAVD 88
 NZ0057.geopotential number by the normal gravity value computed on the
 NZ0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0057.degrees latitude (g = 980.6199 gals.).
 NZ0057
 NZ0057.The modeled gravity was interpolated from observed gravity values.
 NZ0057
 NZ0057;                    North         East    Units  Estimated Accuracy
 NZ0057;SPC OR S     -   141,860.    1,342,990.      MT  (+/- 180 meters Scaled)
 NZ0057
 NZ0057                          SUPERSEDED SURVEY CONTROL
 NZ0057
 NZ0057  NGVD 29 (??/??/92) 1064.464  (m)         3492.33   (f) ADJ UNCH    2 0
 NZ0057
 NZ0057.Superseded values are not recommended for survey control.
 NZ0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0057.See file dsdata.txt to determine how the superseded data were derived.
 NZ0057
 NZ0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN470529(NAD 83)
 NZ0057_MARKER: DD = SURVEY DISK
 NZ0057_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NZ0057_SP_SET: BRIDGE
 NZ0057_STAMPING: 3492 1 1939
 NZ0057_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NZ0057
 NZ0057  HISTORY     - Date     Condition        Report By
 NZ0057  HISTORY     - 1939     MONUMENTED       BPR
 NZ0057  HISTORY     - 1969     GOOD             NGS
 NZ0057
 NZ0057                          STATION DESCRIPTION
 NZ0057
 NZ0057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 NZ0057'1.9 MI NE FROM UNION CREEK.
 NZ0057'1.3 MILES NORTHEAST ALONG STATE HIGHWAY 62 FROM THE UNION CREEK RANGER
 NZ0057'STATION TO THE JUNCTION WITH STATE HIGHWAY 230, THENCE NORTH ALONG
 NZ0057'STATE HIGHWAY 230 FOR 0.6 MILE TO THE BRIDGE OVER CASTLE CREEK AND THE
 NZ0057'BENCH MARK ON THE LEFT, 75 FEET SOUTHEAST OF C. A. GOEBELS DRIVEWAY,
 NZ0057'18 FEET WEST OF THE CENTER OF THE HIGHWAY AND LEVEL WITH THE HIGHWAY
 NZ0057'CEMENTED IN A DRILL HOLE IN THE TOP OF THE NORTHWEST WING WALL OF THE
 NZ0057'CONCRETE BRIDGE NUMBER 233 00.60.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0619 ***********************************************************************
 NY0619  DESIGNATION -  1
 NY0619  PID         -  NY0619
 NY0619  STATE/COUNTY-  OR/KLAMATH
 NY0619  USGS QUAD   -  SUN PASS (1985)
 NY0619
 NY0619                         *CURRENT SURVEY CONTROL
 NY0619  ___________________________________________________________________
 NY0619* NAD 83(1986)-  42 49 20.     (N)    121 55 43.     (W)     SCALED    
 NY0619* NAVD 88     -      1526.203  (meters)    5007.22   (feet)  POSTED    
 NY0619  ___________________________________________________________________
 NY0619  GEOID HEIGHT-         -21.88  (meters)                     GEOID03
 NY0619  DYNAMIC HT  -        1525.290 (meters)    5004.22  (feet)  COMP
 NY0619  MODELED GRAV-     979,971.3   (mgal)                       NAVD 88
 NY0619
 NY0619  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 NY0619
 NY0619.The horizontal coordinates were scaled from a topographic map and have
 NY0619.an estimated accuracy of +/- 6 seconds.
 NY0619
 NY0619.The orthometric height was determined by differential leveling
 NY0619.and adjusted by the  in 1992.
 NY0619.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 NY0619.rate of 1.1 thru 2.0 mm/km.
 NY0619
 NY0619.The geoid height was determined by GEOID03.
 NY0619
 NY0619.The dynamic height is computed by dividing the NAVD 88
 NY0619.geopotential number by the normal gravity value computed on the
 NY0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0619.degrees latitude (g = 980.6199 gals.).
 NY0619
 NY0619.The modeled gravity was interpolated from observed gravity values.
 NY0619
 NY0619;                    North         East    Units  Estimated Accuracy
 NY0619;SPC OR S     -   129,360.    1,383,190.      MT  (+/- 180 meters Scaled)
 NY0619
 NY0619                          SUPERSEDED SURVEY CONTROL
 NY0619
 NY0619  NGVD 29 (??/??/92) 1524.890  (m)         5002.91   (f) ADJ UNCH    2 0
 NY0619
 NY0619.Superseded values are not recommended for survey control.
 NY0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0619.See file dsdata.txt to determine how the superseded data were derived.
 NY0619
 NY0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN875416(NAD 83)
 NY0619_MARKER: DD = SURVEY DISK
 NY0619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0619_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NY0619_STAMPING: 5003 3077 1 1928
 NY0619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0619+STABILITY: SURFACE MOTION
 NY0619
 NY0619  HISTORY     - Date     Condition        Report By
 NY0619  HISTORY     - 1928     MONUMENTED       BPR
 NY0619  HISTORY     - 1931     GOOD             NGS
 NY0619
 NY0619                          STATION DESCRIPTION
 NY0619
 NY0619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 NY0619'IN JCT ST HWY 232 AND US 97.
 NY0619'AT THE JUNCTION OF THE DALLES-CALIFORNIA HIGHWAY (U.S. 97) AND STATE
 NY0619'HIGHWAY 232, KLAMATH COUNTY, NORTHWEST OF THE DALLES-CALIFORNIA
 NY0619'HIGHWAY, AT MILEAGE 236, AND IN THE NORTHWEST TRIANGLE OF THE
 NY0619'JUNCTION.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK,
 NY0619'STAMPED 5003 3077 1 1928 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH1010 ***********************************************************************
 OH1010  DESIGNATION -  1
 OH1010  PID         -  OH1010
 OH1010  STATE/COUNTY-  OR/MALHEUR
 OH1010  USGS QUAD   -  LITTLE VALLEY (1990)
 OH1010
 OH1010                         *CURRENT SURVEY CONTROL
 OH1010  ___________________________________________________________________
 OH1010* NAD 83(1986)-  43 52 36.     (N)    117 35 21.     (W)     SCALED    
 OH1010* NAVD 88     -       763.847  (meters)    2506.05   (feet)  ADJUSTED  
 OH1010  ___________________________________________________________________
 OH1010  GEOID HEIGHT-         -18.05  (meters)                     GEOID03
 OH1010  DYNAMIC HT  -         763.583 (meters)    2505.19  (feet)  COMP
 OH1010  MODELED GRAV-     980,247.8   (mgal)                       NAVD 88
 OH1010
 OH1010  VERT ORDER  -  FIRST     CLASS II
 OH1010
 OH1010.The horizontal coordinates were scaled from a topographic map and have
 OH1010.an estimated accuracy of +/- 6 seconds.
 OH1010
 OH1010.The orthometric height was determined by differential leveling
 OH1010.and adjusted in June 1991.
 OH1010
 OH1010.The geoid height was determined by GEOID03.
 OH1010
 OH1010.The dynamic height is computed by dividing the NAVD 88
 OH1010.geopotential number by the normal gravity value computed on the
 OH1010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH1010.degrees latitude (g = 980.6199 gals.).
 OH1010
 OH1010.The modeled gravity was interpolated from observed gravity values.
 OH1010
 OH1010;                    North         East    Units  Estimated Accuracy
 OH1010;SPC OR S     -   249,570.    1,733,900.      MT  (+/- 180 meters Scaled)
 OH1010
 OH1010                          SUPERSEDED SURVEY CONTROL
 OH1010
 OH1010  NGVD 29 (??/??/92)  762.817  (m)         2502.68   (f) ADJ UNCH    1 2
 OH1010
 OH1010.Superseded values are not recommended for survey control.
 OH1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1010.See file dsdata.txt to determine how the superseded data were derived.
 OH1010
 OH1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ526583(NAD 83)
 OH1010_MARKER: S = SPIKE
 OH1010_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OH1010_SP_SET: CULVERT
 OH1010_STAMPING: B.M. 1
 OH1010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH1010
 OH1010  HISTORY     - Date     Condition        Report By
 OH1010  HISTORY     - UNK      MONUMENTED       UPRR
 OH1010  HISTORY     - 1944     GOOD             NGS
 OH1010
 OH1010                          STATION DESCRIPTION
 OH1010
 OH1010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 OH1010'1.5 MI NE FROM HARPER.
 OH1010'1.5 MILES NORTHEAST ALONG THE OREGON SHORT LINE RAILROAD FROM THE
 OH1010'STATION AT HARPER, AT A ROAD CROSSING, 4 RAILS NORTHEAST OF THE HARPER
 OH1010'ONE MILE SIGN POST, SET IN THE NORTHEAST CORNER OF THE SOUTHEAST
 OH1010'HEADWALL OF CULVERT NO. 40.56, 35 FEET NORTHEAST OF CENTER-LINE OF THE
 OH1010'ROAD, 7.4 FEET SOUTHEAST OF SOUTHEAST RAIL OF TRACK, 0.7 FOOT
 OH1010'SOUTHWEST OF NORTHEAST END OF HEADWALL, ABOUT 1 FOOT BELOW TRACK
 OH1010'LEVEL.  A RAILROAD SPIKE CEMENTED IN HEADWALL.  NOTE-- THE HEAD OF
 OH1010'SPIKE WAS STAMPED B.M. 1 BY U.S.C. AND G.S.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0977 ***********************************************************************
 NZ0977  DESIGNATION -  1
 NZ0977  PID         -  NZ0977
 NZ0977  STATE/COUNTY-  OR/JACKSON
 NZ0977  USGS QUAD   -  ASHLAND (1996)
 NZ0977
 NZ0977                         *CURRENT SURVEY CONTROL
 NZ0977  ___________________________________________________________________
 NZ0977* NAD 83(1986)-  42 08 41.     (N)    122 38 06.     (W)     SCALED    
 NZ0977* NAVD 88     -       709.693  (meters)    2328.38   (feet)  ADJUSTED  
 NZ0977  ___________________________________________________________________
 NZ0977  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 NZ0977  DYNAMIC HT  -         709.336 (meters)    2327.21  (feet)  COMP
 NZ0977  MODELED GRAV-     980,095.9   (mgal)                       NAVD 88
 NZ0977
 NZ0977  VERT ORDER  -  FIRST     CLASS II
 NZ0977
 NZ0977.The horizontal coordinates were scaled from a topographic map and have
 NZ0977.an estimated accuracy of +/- 6 seconds.
 NZ0977
 NZ0977.The orthometric height was determined by differential leveling
 NZ0977.and adjusted in June 1991.
 NZ0977
 NZ0977.The geoid height was determined by GEOID03.
 NZ0977
 NZ0977.The dynamic height is computed by dividing the NAVD 88
 NZ0977.geopotential number by the normal gravity value computed on the
 NZ0977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0977.degrees latitude (g = 980.6199 gals.).
 NZ0977
 NZ0977.The modeled gravity was interpolated from observed gravity values.
 NZ0977
 NZ0977;                    North         East    Units  Estimated Accuracy
 NZ0977;SPC OR S     -    55,360.    1,323,530.      MT  (+/- 180 meters Scaled)
 NZ0977
 NZ0977                          SUPERSEDED SURVEY CONTROL
 NZ0977
 NZ0977.No superseded survey control is available for this station.
 NZ0977
 NZ0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM301659(NAD 83)
 NZ0977_MARKER: DB = BENCH MARK DISK
 NZ0977_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NZ0977_SP_SET: HEADWALL
 NZ0977_STAMPING: 1
 NZ0977_MARK LOGO: OR-029
 NZ0977_MAGNETIC: N = NO MAGNETIC MATERIAL
 NZ0977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0977+STABILITY: SURFACE MOTION
 NZ0977_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NZ0977+SATELLITE: SATELLITE OBSERVATIONS - May 21, 1988
 NZ0977
 NZ0977  HISTORY     - Date     Condition        Report By
 NZ0977  HISTORY     - UNK      MONUMENTED       OR-029
 NZ0977  HISTORY     - 19880521 GOOD             NGS
 NZ0977
 NZ0977                          STATION DESCRIPTION
 NZ0977
 NZ0977'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 NZ0977'5.0 KM (3.10 MI) EASTERLY ALONG STATE HIGHWAY 66 FROM THE JUNCTION OF
 NZ0977'INTERSTATE HIGHWAY 5 IN ASHLAND, THENCE 1.3 KM (0.80 MI) SOUTH ALONG
 NZ0977'NEIL CREEK ROAD, IN TOP OF AND 0.3 M (1.0 FT) WEST OF THE EAST END OF
 NZ0977'THE SOUTH CONCRETE HEADWALL OF BRIDGE NUMBER 50 SPANNING NEIL CREEK,
 NZ0977'3.6 M (11.8 FT) SOUTH OF THE CENTERLINE OF THE ROAD, AND 0.2 M
 NZ0977'(0.7 FT) ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA1086 ***********************************************************************
 RA1086  DESIGNATION -  1 133 A
 RA1086  PID         -  RA1086
 RA1086  STATE/COUNTY-  OR/UNION
 RA1086  USGS QUAD   -  UNION (1994)
 RA1086
 RA1086                         *CURRENT SURVEY CONTROL
 RA1086  ___________________________________________________________________
 RA1086* NAD 83(1991)-  45 07 41.49948(N)    117 52 24.78058(W)     ADJUSTED  
 RA1086* NAVD 88     -      1306.5    (meters)    4286.     (feet)  VERTCON   
 RA1086  ___________________________________________________________________
 RA1086  LAPLACE CORR-           2.70  (seconds)                    DEFLEC99
 RA1086  GEOID HEIGHT-         -17.16  (meters)                     GEOID03
 RA1086  HORZ ORDER  -  THIRD
 RA1086
 RA1086.The horizontal coordinates were established by classical geodetic methods
 RA1086.and adjusted by the National Geodetic Survey in October 1991.
 RA1086
 RA1086.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1086.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1086
 RA1086.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1086
 RA1086.The geoid height was determined by GEOID03.
 RA1086
 RA1086;                    North         East     Units Scale Factor Converg.
 RA1086;SPC OR N     -   165,764.727 2,706,566.832   MT  0.99989483   +1 51 45.5
 RA1086;SPC OR N     -   543,847.53  8,879,812.44   iFT  0.99989483   +1 51 45.5
 RA1086;UTM  11      - 4,997,562.460   431,304.593   MT  0.99965802   -0 37 08.8
 RA1086
 RA1086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1086!SPC OR N     -   0.99979789  x   0.99989483  =   0.99969274
 RA1086!UTM  11      -   0.99979789  x   0.99965802  =   0.99945598
 RA1086
 RA1086:                Primary Azimuth Mark                     Grid Az
 RA1086:SPC OR N     -  3366                                     239 21 16.7
 RA1086:UTM  11      -  3366                                     241 50 11.0
 RA1086
 RA1086|---------------------------------------------------------------------|
 RA1086| PID    Reference Object                     Distance      Geod. Az  |
 RA1086|                                                           dddmmss.s |
 RA1086| RA1089 3366                                APPROX. 7.1 KM 2411302.2 |
 RA1086|---------------------------------------------------------------------|
 RA1086
 RA1086                          SUPERSEDED SURVEY CONTROL
 RA1086
 RA1086  NAD 83(1986)-  45 07 41.49542(N)    117 52 24.76764(W) AD(       ) 3
 RA1086  NGVD 29 (12/08/88) 1305.4    (m)         4283.     (f) VERT ANG    3  
 RA1086
 RA1086.Superseded values are not recommended for survey control.
 RA1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1086.See file dsdata.txt to determine how the superseded data were derived.
 RA1086
 RA1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK3130597562(NAD 83)
 RA1086_MARKER: H = DRILL HOLE
 RA1086_SETTING: 80 = SET IN A BOULDER
 RA1086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA1086+STABILITY: SURFACE MOTION
 RA1086
 RA1086  HISTORY     - Date     Condition        Report By
 RA1086  HISTORY     - 1964     MONUMENTED       USGS
 RA1086
 RA1086                          STATION DESCRIPTION
 RA1086
 RA1086'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 RA1086'LOCATED ABOUT 5.8 MI S. OF UNION, 4.5 MI SE. OF TRIANGULATION
 RA1086'STATION PYLE, 2.9 MI NW. OF TELOCASET.  ON BARE, ROCKY TOP ON WEST
 RA1086'SIDE OF PYLE CANYON.
 RA1086'
 RA1086'TO REACH NOT GIVEN.
 RA1086'
 RA1086'STATION MARK--1-INCH DRILL HOLE IN ROCK IN PLACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA1087 ***********************************************************************
 RA1087  DESIGNATION -  1 147 Z
 RA1087  PID         -  RA1087
 RA1087  STATE/COUNTY-  OR/UNION
 RA1087  USGS QUAD   -  GASSET BLUFF (1993)
 RA1087
 RA1087                         *CURRENT SURVEY CONTROL
 RA1087  ___________________________________________________________________
 RA1087* NAD 83(1991)-  45 24 14.51827(N)    117 50 55.10245(W)     ADJUSTED  
 RA1087* NAVD 88     -      1220.3    (meters)    4004.     (feet)  VERTCON   
 RA1087  ___________________________________________________________________
 RA1087  LAPLACE CORR-          15.63  (seconds)                    DEFLEC99
 RA1087  GEOID HEIGHT-         -17.48  (meters)                     GEOID03
 RA1087  HORZ ORDER  -  THIRD
 RA1087
 RA1087.The horizontal coordinates were established by classical geodetic methods
 RA1087.and adjusted by the National Geodetic Survey in October 1991.
 RA1087
 RA1087.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1087.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1087
 RA1087.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1087
 RA1087.The geoid height was determined by GEOID03.
 RA1087
 RA1087;                    North         East     Units Scale Factor Converg.
 RA1087;SPC OR N     -   196,464.921 2,707,519.551   MT  0.99990300   +1 52 49.1
 RA1087;SPC OR N     -   644,569.95  8,882,938.16   iFT  0.99990300   +1 52 49.1
 RA1087;UTM  11      - 5,028,185.168   433,585.996   MT  0.99965423   -0 36 15.5
 RA1087
 RA1087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1087!SPC OR N     -   0.99981145  x   0.99990300  =   0.99971447
 RA1087!UTM  11      -   0.99981145  x   0.99965423  =   0.99946575
 RA1087
 RA1087:                Primary Azimuth Mark                     Grid Az
 RA1087:SPC OR N     -  W 406                                    255 26 21.2
 RA1087:UTM  11      -  W 406                                    257 55 25.8
 RA1087
 RA1087|---------------------------------------------------------------------|
 RA1087| PID    Reference Object                     Distance      Geod. Az  |
 RA1087|                                                           dddmmss.s |
 RA1087| RA0973 W 406                               APPROX.10.0 KM 2571910.3 |
 RA1087|---------------------------------------------------------------------|
 RA1087
 RA1087                          SUPERSEDED SURVEY CONTROL
 RA1087
 RA1087  NAD 83(1986)-  45 24 14.52001(N)    117 50 55.08766(W) AD(       ) 3
 RA1087  NGVD 29 (12/08/88) 1219.2    (m)         4000.     (f) VERT ANG    3  
 RA1087
 RA1087.Superseded values are not recommended for survey control.
 RA1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1087.See file dsdata.txt to determine how the superseded data were derived.
 RA1087
 RA1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML3358628185(NAD 83)
 RA1087_MARKER: H = DRILL HOLE
 RA1087_SETTING: 80 = SET IN A BOULDER
 RA1087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA1087+STABILITY: SURFACE MOTION
 RA1087
 RA1087  HISTORY     - Date     Condition        Report By
 RA1087  HISTORY     - 1964     MONUMENTED       USGS
 RA1087
 RA1087                          STATION DESCRIPTION
 RA1087
 RA1087'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 RA1087'DESCRIPTION NOT GIVEN.
 RA1087'
 RA1087'STATION MARK--DRILL HOLE IN ROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD4072 ***********************************************************************
 RD4072  DESIGNATION -  1 2
 RD4072  PID         -  RD4072
 RD4072  STATE/COUNTY-  OR/COLUMBIA
 RD4072  USGS QUAD   -  ST HELENS (1990)
 RD4072
 RD4072                         *CURRENT SURVEY CONTROL
 RD4072  ___________________________________________________________________
 RD4072* NAD 83(1991)-  45 47 53.99667(N)    122 47 44.41007(W)     ADJUSTED  
 RD4072* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 RD4072  ___________________________________________________________________
 RD4072  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 RD4072  GEOID HEIGHT-         -22.50  (meters)                     GEOID03
 RD4072  HORZ ORDER  -  THIRD
 RD4072
 RD4072.The horizontal coordinates were established by classical geodetic methods
 RD4072.and adjusted by the National Geodetic Survey in October 1991.
 RD4072
 RD4072.The orthometric height was scaled from a topographic map.
 RD4072
 RD4072.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD4072
 RD4072.The geoid height was determined by GEOID03.
 RD4072
 RD4072;                    North         East     Units Scale Factor Converg.
 RD4072;SPC OR N     -   239,415.425 2,321,556.972   MT  0.99995498   -1 37 41.0
 RD4072;SPC OR N     -   785,483.68  7,616,656.73   iFT  0.99995498   -1 37 41.0
 RD4072;SPC WA S     -    54,282.193   321,548.669   MT  1.00000812   -1 40 03.2
 RD4072;SPC WA S     -   178,090.83  1,054,947.59   sFT  1.00000812   -1 40 03.2
 RD4072;UTM  10      - 5,071,661.535   515,879.167   MT  0.99960310   +0 08 47.3
 RD4072
 RD4072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD4072!SPC OR N     -   1.00000275  x   0.99995498  =   0.99995772
 RD4072!SPC WA S     -   1.00000275  x   1.00000812  =   1.00001087
 RD4072!UTM  10      -   1.00000275  x   0.99960310  =   0.99960584
 RD4072
 RD4072:                Primary Azimuth Mark                     Grid Az
 RD4072:SPC OR N     -  WARRIOR ROCK LIGHT STA VENT              007 23 12.8
 RD4072:SPC WA S     -  WARRIOR ROCK LIGHT STA VENT              007 25 35.0
 RD4072:UTM  10      -  WARRIOR ROCK LIGHT STA VENT              005 36 44.5
 RD4072
 RD4072|---------------------------------------------------------------------|
 RD4072| PID    Reference Object                     Distance      Geod. Az  |
 RD4072|                                                           dddmmss.s |
 RD4072| RD4051 WARRIOR ROCK LIGHT STA VENT         APPROX. 5.6 KM 0054531.8 |
 RD4072| RD3940 D                                   APPROX. 1.2 KM 1525016.1 |
 RD4072| CE1337 1 2 RM 1                            113.540 METERS 19734     |
 RD4072|---------------------------------------------------------------------|
 RD4072
 RD4072                          SUPERSEDED SURVEY CONTROL
 RD4072
 RD4072  NAD 83(1986)-  45 47 54.01661(N)    122 47 44.40856(W) AD(       ) 3
 RD4072  NAD 27      -  45 47 54.59300(N)    122 47 40.04600(W) AD(       ) 3
 RD4072
 RD4072.Superseded values are not recommended for survey control.
 RD4072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4072.See file dsdata.txt to determine how the superseded data were derived.
 RD4072
 RD4072_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1587971662(NAD 83)
 RD4072_MARKER: Z = SEE DESCRIPTION
 RD4072_SETTING: 0 = UNSPECIFIED SETTING
 RD4072
 RD4072  HISTORY     - Date     Condition        Report By
 RD4072  HISTORY     - 1912     MONUMENTED       USE
 RD4072  HISTORY     - 1934     SEE DESCRIPTION  CGS
 RD4072  HISTORY     - 1946     SEE DESCRIPTION  CGS
 RD4072
 RD4072                          STATION DESCRIPTION
 RD4072
 RD4072'DESCRIBED BY US ENGINEERS 1912
 RD4072'STATION IS IN AN OPEN FIELD 16 METERS FROM THE TOP OF THE RIVER
 RD4072'BANK, AND 10 FEET ABOVE LOW WATER.  THE STATION IS MARKED BY AN
 RD4072'IRON PIPE 3 FEET LONG SET IN A CONCRETE PIER ABOUT 1 FOOT SQUARE
 RD4072'AND 8 INCHES DEEP.  THE TOP OF THE PIER BEARS THE INSCRIPTION
 RD4072'U.S.E. AND NAME OR ABBREVIATION OF STATION.  THE PIPE EXTENDS
 RD4072'ABOUT 6 INCHES ABOVE THE PIER AND IN ITS TOP IS A STANDARD
 RD4072'U.S.E. DISK SET IN CEMENT.  THE REFERENCE MARK IS MARKED BY A
 RD4072'STANDARD REFERENCE MARK DISK SET IN AN IRREGULAR PIER OF
 RD4072'CONCRETE, PROJECTING FROM 6 TO 8 INCHES ABOVE THE SURFACE OF THE
 RD4072'GROUND.  THERE IS NO UNDERGROUND MARK.  THE NW CORNER
 RD4072'OF A LARGE BARN IS DISTANT 22.55 METERS.
 RD4072
 RD4072                          STATION RECOVERY (1934)
 RD4072
 RD4072'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (GRJ)
 RD4072'STATION IS ON THE E BANK OF SAUVIE ISLAND AND ON THE W BANK OF
 RD4072'THE COLUMBIA RIVER, ABOUT 0.75 MILE S OF HENRICI LANDING.  IT IS
 RD4072'ON A VERY NARROW PART OF THE ISLAND BETWEEN MULTNOMAH CHANNEL AND
 RD4072'THE RIVER.
 RD4072'
 RD4072'THE STATION IS MARKED BY A U.S. ENGINEER DISK SET IN A PIPE AND
 RD4072'THE PIPE IS SET IN CONCRETE.
 RD4072'
 RD4072'A REFERENCE MARK CONSISTING OF A STANDARD DISK IN CONCRETE IS
 RD4072'113.54 METERS (372.50 FEET) FROM THE STATION IN AZIMUTH 17 DEG
 RD4072'33 MIN 58 SEC.  THE NW CORNER OF A LARGE BARN IS DISTANT 22.55
 RD4072'METERS.
 RD4072'
 RD4072'IN 1934 IT WAS REPORTED THAT THE STATION HAD BEEN DESTROYED BY
 RD4072'HIGH WATER, BUT THAT THE REFERENCE MARK WAS IN GOOD CONDITION
 RD4072'AND WAS SITUATED ABOUT 1 FOOT W OF THE SW CORNER OF THE FENCE
 RD4072'AROUND THE BARN.
 RD4072
 RD4072                          STATION RECOVERY (1946)
 RD4072
 RD4072'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAE)
 RD4072'A THOROUGH SEARCH WAS MADE FOR THIS STATION BUT IT COULD NOT
 RD4072'BE FOUND.  THE REFERENCE POINTS GIVEN IN THE 1913 DESCRIPTION
 RD4072'HAVE ALL BEEN DESTROYED AND THE AREA HAS BEEN COVERED BY A SPOIL
 RD4072'BANK.
 RD4072'
 RD4072'THE STATION SHOULD BE CLASSIFIED AS LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0743 ***********************************************************************
 QB0743  DESIGNATION -  1 2039
 QB0743  PID         -  QB0743
 QB0743  STATE/COUNTY-  OR/BAKER
 QB0743  USGS QUAD   -  OLDS FERRY NW (1976)
 QB0743
 QB0743                         *CURRENT SURVEY CONTROL
 QB0743  ___________________________________________________________________
 QB0743* NAD 83(1986)-  44 24 02.     (N)    117 14 14.     (W)     SCALED    
 QB0743* NAVD 88     -       622.492  (meters)    2042.29   (feet)  ADJUSTED  
 QB0743  ___________________________________________________________________
 QB0743  GEOID HEIGHT-         -16.96  (meters)                     GEOID03
 QB0743  DYNAMIC HT  -         622.327 (meters)    2041.75  (feet)  COMP
 QB0743  MODELED GRAV-     980,333.5   (mgal)                       NAVD 88
 QB0743
 QB0743  VERT ORDER  -  SECOND    CLASS 0
 QB0743
 QB0743.The horizontal coordinates were scaled from a topographic map and have
 QB0743.an estimated accuracy of +/- 6 seconds.
 QB0743
 QB0743.The orthometric height was determined by differential leveling
 QB0743.and adjusted in June 1991.
 QB0743
 QB0743.The geoid height was determined by GEOID03.
 QB0743
 QB0743.The dynamic height is computed by dividing the NAVD 88
 QB0743.geopotential number by the normal gravity value computed on the
 QB0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0743.degrees latitude (g = 980.6199 gals.).
 QB0743
 QB0743.The modeled gravity was interpolated from observed gravity values.
 QB0743
 QB0743;                    North         East    Units  Estimated Accuracy
 QB0743;SPC OR N     -    86,800.    2,759,850.      MT  (+/- 180 meters Scaled)
 QB0743
 QB0743                          SUPERSEDED SURVEY CONTROL
 QB0743
 QB0743.No superseded survey control is available for this station.
 QB0743
 QB0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK811163(NAD 83)
 QB0743_MARKER: DD = SURVEY DISK
 QB0743_SETTING: 66 = SET IN ROCK OUTCROP
 QB0743_SP_SET: BEDROCK
 QB0743_STAMPING: 1911 2039 1
 QB0743_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QB0743+STABILITY: POSITION/ELEVATION WELL
 QB0743
 QB0743  HISTORY     - Date     Condition        Report By
 QB0743  HISTORY     - 1911     MONUMENTED       USGS
 QB0743  HISTORY     - 1946     GOOD             NGS
 QB0743
 QB0743                          STATION DESCRIPTION
 QB0743
 QB0743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 QB0743'5.15 MI NE FROM HUNTINGTON.
 QB0743'ALONG THE HOMESTEAD BRANCH OF THE UNION PACIFIC RAILROAD, 5.15 MILES
 QB0743'NORTHEAST OF THE STATION AT HUNTINGTON, 3.4 MILES NORTH OF THE
 QB0743'JUNCTION POINT AT BLAKES JUNCTION, 1.25 MILES SOUTH OF THE NORTH END
 QB0743'OF A HUGE CONCRETE FOUNDATION OF AN OLD ABANDONED MILL AT GYPSUM, 0.2
 QB0743'MILE SOUTHWEST OF A GRAVEL ROAD CROSSING AT RAILROAD MILAGE 3.6, 46.0
 QB0743'FEET NORTHWEST OF CENTER OF A GRAVEL ROAD, 22.0 FEET SOUTHEAST OF THE
 QB0743'SOUTHEAST RAIL, U.S. GEOLOGICAL SURVEY BRONZE DISK SET IN THE HIGHEST
 QB0743'POINT OF A HUGE PORTION OF OUTCROPPING BEDROCK BETWEEN THE ROAD AND
 QB0743'THE TRACK, ABOUT 12 FEET ABOVE THE ROAD AND 1 FOOT ABOVE THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH1008 ***********************************************************************
 OH1008  DESIGNATION -  1 A
 OH1008  PID         -  OH1008
 OH1008  STATE/COUNTY-  OR/MALHEUR
 OH1008  USGS QUAD   -  HARPER (1990)
 OH1008
 OH1008                         *CURRENT SURVEY CONTROL
 OH1008  ___________________________________________________________________
 OH1008* NAD 83(1986)-  43 52 12.     (N)    117 35 56.     (W)     SCALED    
 OH1008* NAVD 88     -       767.120  (meters)    2516.79   (feet)  ADJUSTED  
 OH1008  ___________________________________________________________________
 OH1008  GEOID HEIGHT-         -18.05  (meters)                     GEOID03
 OH1008  DYNAMIC HT  -         766.854 (meters)    2515.92  (feet)  COMP
 OH1008  MODELED GRAV-     980,246.9   (mgal)                       NAVD 88
 OH1008
 OH1008  VERT ORDER  -  FIRST     CLASS II
 OH1008
 OH1008.The horizontal coordinates were scaled from a topographic map and have
 OH1008.an estimated accuracy of +/- 6 seconds.
 OH1008
 OH1008.The orthometric height was determined by differential leveling
 OH1008.and adjusted in June 1991.
 OH1008
 OH1008.The geoid height was determined by GEOID03.
 OH1008
 OH1008.The dynamic height is computed by dividing the NAVD 88
 OH1008.geopotential number by the normal gravity value computed on the
 OH1008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH1008.degrees latitude (g = 980.6199 gals.).
 OH1008
 OH1008.The modeled gravity was interpolated from observed gravity values.
 OH1008
 OH1008;                    North         East    Units  Estimated Accuracy
 OH1008;SPC OR S     -   248,800.    1,733,140.      MT  (+/- 180 meters Scaled)
 OH1008
 OH1008                          SUPERSEDED SURVEY CONTROL
 OH1008
 OH1008  NGVD 29 (??/??/92)  766.088  (m)         2513.41   (f) ADJ UNCH    1 2
 OH1008
 OH1008.Superseded values are not recommended for survey control.
 OH1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1008.See file dsdata.txt to determine how the superseded data were derived.
 OH1008
 OH1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ518576(NAD 83)
 OH1008_MARKER: S = SPIKE
 OH1008_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OH1008_SP_SET: CULVERT
 OH1008_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH1008
 OH1008  HISTORY     - Date     Condition        Report By
 OH1008  HISTORY     - UNK      MONUMENTED       UPRR
 OH1008  HISTORY     - 1944     GOOD             NGS
 OH1008
 OH1008                          STATION DESCRIPTION
 OH1008
 OH1008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 OH1008'0.75 MI E FROM HARPER.
 OH1008'ALONG THE UNION PACIFIC RAILROAD, 0.75 MILE EAST OF THE STATION AT
 OH1008'HARPER, NEAR THE POINT WHERE THE GRAVEL ROAD PARALLELING THE RAILROAD
 OH1008'TURNS SLIGHTLY TO THE NORTHWEST AWAY FROM THE RAILROAD, IN THE TOP OF
 OH1008'THE SOUTH HEADWALL OF DOUBLE 30-INCH GALVENIZED PIPE CULVERT NO. 41.27
 OH1008'UNDER RAILROAD, 190.0 FEET EAST OF THE CENTER OF THE CROSSING OF A
 OH1008'PRIVATE ROAD LEADING SOUTH, 8.2 FEET SOUTH OF THE SOUTH RAIL, 1.0 FOOT
 OH1008'WEST OF THE EAST END OF THE CONCRETE HEADWALL, A RAILROAD SPIKE SET IN
 OH1008'THE HEADWALL AND SURROUNDED BY BM 1A CHISELED IN THE CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0605 ***********************************************************************
 NW0605  DESIGNATION -  1 BKC
 NW0605  PID         -  NW0605
 NW0605  STATE/COUNTY-  OR/MALHEUR
 NW0605  USGS QUAD   -  INDIAN FORT (1980)
 NW0605
 NW0605                         *CURRENT SURVEY CONTROL
 NW0605  ___________________________________________________________________
 NW0605* NAD 83(1986)-  42 42 41.     (N)    117 25 40.     (W)     SCALED    
 NW0605* NAVD 88     -      1366.034  (meters)    4481.73   (feet)  ADJUSTED  
 NW0605  ___________________________________________________________________
 NW0605  GEOID HEIGHT-         -17.71  (meters)                     GEOID03
 NW0605  DYNAMIC HT  -        1365.259 (meters)    4479.19  (feet)  COMP
 NW0605  MODELED GRAV-     980,005.8   (mgal)                       NAVD 88
 NW0605
 NW0605  VERT ORDER  -  SECOND    CLASS 0
 NW0605
 NW0605.The horizontal coordinates were scaled from a topographic map and have
 NW0605.an estimated accuracy of +/- 6 seconds.
 NW0605
 NW0605.The orthometric height was determined by differential leveling
 NW0605.and adjusted in August 1995.
 NW0605
 NW0605.The geoid height was determined by GEOID03.
 NW0605
 NW0605.The dynamic height is computed by dividing the NAVD 88
 NW0605.geopotential number by the normal gravity value computed on the
 NW0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0605.degrees latitude (g = 980.6199 gals.).
 NW0605
 NW0605.The modeled gravity was interpolated from observed gravity values.
 NW0605
 NW0605;                    North         East    Units  Estimated Accuracy
 NW0605;SPC OR S     -   120,670.    1,751,610.      MT  (+/- 180 meters Scaled)
 NW0605
 NW0605                          SUPERSEDED SURVEY CONTROL
 NW0605
 NW0605.No superseded survey control is available for this station.
 NW0605
 NW0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH649288(NAD 83)
 NW0605_MARKER: DB = BENCH MARK DISK
 NW0605_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0605_SP_SET: COPPER-CLAD STEEL ROD
 NW0605_STAMPING: 1 BKC 1973 4478
 NW0605_MARK LOGO: USGS  
 NW0605_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0605_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0605_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0605+SATELLITE: SATELLITE OBSERVATIONS - 1973
 NW0605
 NW0605  HISTORY     - Date     Condition        Report By
 NW0605  HISTORY     - 1973     MONUMENTED       USGS
 NW0605
 NW0605                          STATION DESCRIPTION
 NW0605
 NW0605'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 NW0605'FROM ROME, OREGON PROCEED 15.6 MILES SOUTH ALONG A DIRT ROAD, 0.9
 NW0605'MILES SOUTH OF AN OLD CABIN, 31 FEET WEST OF THE CENTERLINE OF THE
 NW0605'ROAD, SET ON A COPPER-COATED STEEL ROD DRIVEN TO REFUSAL (ROD DEPTH
 NW0605'UNKNOWN), ENCASED IN 6-INCH BLACK FIBER PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2693 ***********************************************************************
 QE2693  DESIGNATION -  1 KJO
 QE2693  PID         -  QE2693
 QE2693  STATE/COUNTY-  OR/LINCOLN
 QE2693  USGS QUAD   -  HARLAN (1984)
 QE2693
 QE2693                         *CURRENT SURVEY CONTROL
 QE2693  ___________________________________________________________________
 QE2693* NAD 83(1986)-  44 32 27.     (N)    123 42 49.     (W)     SCALED    
 QE2693* NAVD 88     -        68.499  (meters)     224.73   (feet)  ADJUSTED  
 QE2693  ___________________________________________________________________
 QE2693  GEOID HEIGHT-         -22.27  (meters)                     GEOID03
 QE2693  DYNAMIC HT  -          68.497 (meters)     224.73  (feet)  COMP
 QE2693  MODELED GRAV-     980,584.5   (mgal)                       NAVD 88
 QE2693
 QE2693  VERT ORDER  -  SECOND    CLASS I
 QE2693
 QE2693.The horizontal coordinates were scaled from a topographic map and have
 QE2693.an estimated accuracy of +/- 6 seconds.
 QE2693
 QE2693.The orthometric height was determined by differential leveling
 QE2693.and adjusted in August 1995.
 QE2693
 QE2693.The geoid height was determined by GEOID03.
 QE2693
 QE2693.The dynamic height is computed by dividing the NAVD 88
 QE2693.geopotential number by the normal gravity value computed on the
 QE2693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE2693.degrees latitude (g = 980.6199 gals.).
 QE2693
 QE2693.The modeled gravity was interpolated from observed gravity values.
 QE2693
 QE2693;                    North         East    Units  Estimated Accuracy
 QE2693;SPC OR N     -   102,220.    2,244,680.      MT  (+/- 180 meters Scaled)
 QE2693
 QE2693                          SUPERSEDED SURVEY CONTROL
 QE2693
 QE2693.No superseded survey control is available for this station.
 QE2693
 QE2693_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ433321(NAD 83)
 QE2693_MARKER: DB = BENCH MARK DISK
 QE2693_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QE2693_SP_SET: BRIDGE ABUTMENT
 QE2693_STAMPING: 1 KJO 1970 221
 QE2693_MARK LOGO: USGS  
 QE2693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE2693+STABILITY: SURFACE MOTION
 QE2693
 QE2693  HISTORY     - Date     Condition        Report By
 QE2693  HISTORY     - 1979     MONUMENTED       USGS
 QE2693
 QE2693                          STATION DESCRIPTION
 QE2693
 QE2693'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 QE2693'1.9 KM (1.20 MI) SW FROM HARLAN.
 QE2693'HARLAN, 1.2 MI SW OF.  0.15 MI SW OF ROAD FORK, SET IN OLD BRIDGE
 QE2693'ABUTMENT, 14 FT W OF CENTERLINE OF ROAD, 6 FT SW OF NORTHERN END OF
 QE2693'NW CURB OF NEW BRIDGE OVER BIG ELK CREEK, 2.3 FT S OF NORTHERN CORNER
 QE2693'OF OLD BRIDGE ABUTMENT.
 QE2693'THE MARK IS 2.5 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0772 ***********************************************************************
 PA0772  DESIGNATION -  1 LRC
 PA0772  PID         -  PA0772
 PA0772  STATE/COUNTY-  OR/HARNEY
 PA0772  USGS QUAD   -  LOCUST BUTTE (1984)
 PA0772
 PA0772                         *CURRENT SURVEY CONTROL
 PA0772  ___________________________________________________________________
 PA0772* NAD 83(1986)-  43 14 35.     (N)    119 53 24.     (W)     SCALED    
 PA0772* NAVD 88     -      1453.943  (meters)    4770.14   (feet)  ADJUSTED  
 PA0772  ___________________________________________________________________
 PA0772  GEOID HEIGHT-         -19.79  (meters)                     GEOID03
 PA0772  DYNAMIC HT  -        1453.150 (meters)    4767.54  (feet)  COMP
 PA0772  MODELED GRAV-     980,023.7   (mgal)                       NAVD 88
 PA0772
 PA0772  VERT ORDER  -  SECOND    CLASS 0
 PA0772
 PA0772.The horizontal coordinates were scaled from a topographic map and have
 PA0772.an estimated accuracy of +/- 6 seconds.
 PA0772
 PA0772.The orthometric height was determined by differential leveling
 PA0772.and adjusted in August 1995.
 PA0772
 PA0772.The geoid height was determined by GEOID03.
 PA0772
 PA0772.The dynamic height is computed by dividing the NAVD 88
 PA0772.geopotential number by the normal gravity value computed on the
 PA0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0772.degrees latitude (g = 980.6199 gals.).
 PA0772
 PA0772.The modeled gravity was interpolated from observed gravity values.
 PA0772
 PA0772;                    North         East    Units  Estimated Accuracy
 PA0772;SPC OR S     -   175,290.    1,549,540.      MT  (+/- 180 meters Scaled)
 PA0772
 PA0772                          SUPERSEDED SURVEY CONTROL
 PA0772
 PA0772.No superseded survey control is available for this station.
 PA0772
 PA0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKH653918(NAD 83)
 PA0772_MARKER: DB = BENCH MARK DISK
 PA0772_SETTING: 66 = SET IN ROCK OUTCROP
 PA0772_SP_SET: ROCK OUTCROP
 PA0772_STAMPING: 1 LRC 1970 4766
 PA0772_MARK LOGO: USGS  
 PA0772_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PA0772_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PA0772+STABILITY: POSITION/ELEVATION WELL
 PA0772
 PA0772  HISTORY     - Date     Condition        Report By
 PA0772  HISTORY     - 1970     MONUMENTED       USGS
 PA0772
 PA0772                          STATION DESCRIPTION
 PA0772
 PA0772'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 PA0772'FROM WAGONTIRE, OREGON, PROCEED 0.8 MILE SOUTHWEST ALONG U S HIGHWAY
 PA0772'395, AT THE TOP OF A LOW RISE, 200 FEET SOUTH OF A CURVE, 49 FEET
 PA0772'SOUTHEAST OF AND 7 FEET HIGHER THAN THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0276 ***********************************************************************
 QE0276  DESIGNATION -  1 M
 QE0276  PID         -  QE0276
 QE0276  STATE/COUNTY-  OR/LANE
 QE0276  USGS QUAD   -  WALTERVILLE (1986)
 QE0276
 QE0276                         *CURRENT SURVEY CONTROL
 QE0276  ___________________________________________________________________
 QE0276* NAD 83(1986)-  44 04 02.     (N)    122 48 11.     (W)     SCALED    
 QE0276* NAVD 88     -       184.861  (meters)     606.50   (feet)  ADJUSTED  
 QE0276  ___________________________________________________________________
 QE0276  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 QE0276  DYNAMIC HT  -         184.827 (meters)     606.39  (feet)  COMP
 QE0276  MODELED GRAV-     980,434.5   (mgal)                       NAVD 88
 QE0276
 QE0276  VERT ORDER  -  FIRST     CLASS II
 QE0276
 QE0276.The horizontal coordinates were scaled from a topographic map and have
 QE0276.an estimated accuracy of +/- 6 seconds.
 QE0276
 QE0276.The orthometric height was determined by differential leveling
 QE0276.and adjusted in June 1991.
 QE0276
 QE0276.The geoid height was determined by GEOID03.
 QE0276
 QE0276.The dynamic height is computed by dividing the NAVD 88
 QE0276.geopotential number by the normal gravity value computed on the
 QE0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0276.degrees latitude (g = 980.6199 gals.).
 QE0276
 QE0276.The modeled gravity was interpolated from observed gravity values.
 QE0276
 QE0276;                    North         East    Units  Estimated Accuracy
 QE0276;SPC OR S     -   269,210.    1,315,510.      MT  (+/- 180 meters Scaled)
 QE0276
 QE0276                          SUPERSEDED SURVEY CONTROL
 QE0276
 QE0276  NGVD 29 (??/??/92)  183.743  (m)          602.83   (f) ADJ UNCH    1 2
 QE0276
 QE0276.Superseded values are not recommended for survey control.
 QE0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0276.See file dsdata.txt to determine how the superseded data were derived.
 QE0276
 QE0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP157793(NAD 83)
 QE0276_MARKER: DD = SURVEY DISK
 QE0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0276_STAMPING: 1 M 1927
 QE0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0276+STABILITY: SURFACE MOTION
 QE0276
 QE0276  HISTORY     - Date     Condition        Report By
 QE0276  HISTORY     - 1927     MONUMENTED       USGS
 QE0276  HISTORY     - 1943     GOOD             NGS
 QE0276  HISTORY     - 1987     MARK NOT FOUND   NGS
 QE0276
 QE0276                          STATION DESCRIPTION
 QE0276
 QE0276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QE0276'IN WALTERVILLE.
 QE0276'AT WALTERVILLE, LANE COUNTY, 0.1 MILE SOUTHEAST OF THE BRIDGE OVER THE
 QE0276'CANAL, 14.0 FEET NORTHEAST OF THE NORTHEAST CORNER OF AN OLD STORE NOW
 QE0276'USED AS A DWELLING HOUSE, 8.0 FEET EAST OF A FENCE AROUND A GRAY
 QE0276'HOUSE, 22.0 FEET WEST OF THE CENTER LINE OF THE OLD MCKENZIE HIGHWAY,
 QE0276'PROJECTING ABOUT 5-INCHES ABOVE THE GROUND, 2.0 FEET SOUTH OF A WHITE
 QE0276'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST.
 QE0276
 QE0276                          STATION RECOVERY (1987)
 QE0276
 QE0276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE0276'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0454 ***********************************************************************
 QB0454  DESIGNATION -  1 N
 QB0454  PID         -  QB0454
 QB0454  STATE/COUNTY-  OR/BAKER
 QB0454  USGS QUAD   -  POSY VALLEY (1987)
 QB0454
 QB0454                         *CURRENT SURVEY CONTROL
 QB0454  ___________________________________________________________________
 QB0454* NAD 83(1986)-  44 45 23.     (N)    117 01 04.     (W)     SCALED    
 QB0454* NAVD 88     -       570.592  (meters)    1872.02   (feet)  ADJUSTED  
 QB0454  ___________________________________________________________________
 QB0454  GEOID HEIGHT-         -16.41  (meters)                     GEOID03
 QB0454  DYNAMIC HT  -         570.444 (meters)    1871.53  (feet)  COMP
 QB0454  MODELED GRAV-     980,341.7   (mgal)                       NAVD 88
 QB0454
 QB0454  VERT ORDER  -  SECOND    CLASS 0
 QB0454
 QB0454.The horizontal coordinates were scaled from a topographic map and have
 QB0454.an estimated accuracy of +/- 6 seconds.
 QB0454
 QB0454.The orthometric height was determined by differential leveling
 QB0454.and adjusted in June 1991.
 QB0454
 QB0454.The geoid height was determined by GEOID03.
 QB0454
 QB0454.The dynamic height is computed by dividing the NAVD 88
 QB0454.geopotential number by the normal gravity value computed on the
 QB0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0454.degrees latitude (g = 980.6199 gals.).
 QB0454
 QB0454.The modeled gravity was interpolated from observed gravity values.
 QB0454
 QB0454;                    North         East    Units  Estimated Accuracy
 QB0454;SPC OR N     -   127,030.    2,775,620.      MT  (+/- 180 meters Scaled)
 QB0454
 QB0454                          SUPERSEDED SURVEY CONTROL
 QB0454
 QB0454  NGVD 29 (??/??/92)  569.577  (m)         1868.69   (f) ADJ UNCH    2 0
 QB0454
 QB0454.Superseded values are not recommended for survey control.
 QB0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0454.See file dsdata.txt to determine how the superseded data were derived.
 QB0454
 QB0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK985558(NAD 83)
 QB0454_MARKER: O = CHISELED CIRCLE
 QB0454_SETTING: 66 = SET IN ROCK OUTCROP
 QB0454_SP_SET: FLAT ROCK
 QB0454_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QB0454+STABILITY: POSITION/ELEVATION WELL
 QB0454
 QB0454  HISTORY     - Date     Condition        Report By
 QB0454  HISTORY     - UNK      MONUMENTED       DOD
 QB0454  HISTORY     - 1946     GOOD             NGS
 QB0454
 QB0454                          STATION DESCRIPTION
 QB0454
 QB0454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 QB0454'0.6 MI NE FROM ROBINETTE.
 QB0454'ALONG THE ROBINETTE-HOMESTEAD ROAD, 0.6 MILE NORTHEAST OF THE UNION
 QB0454'PACIFIC RAILROAD STATION AT ROBINETTE, 210.0 FEET NORTHEAST OF THE
 QB0454'NORTHEAST END OF A DEEP DIRT CUT, 48.0 FEET NORTHEAST OF A POWER LINE
 QB0454'POLE WHICH HAS A TRANSFORMER AT THE TOP OF IT, 28.5 FEET SOUTHEAST OF
 QB0454'CENTER OF THE ROAD, 23.5 FEET NORTHWEST OF THE SOUTHEAST RIGHT-OF-WAY
 QB0454'FENCE, THE HIGHEST POINT OF AN OUTLINED CHISELED CIRCLE CUT ON TOP OF
 QB0454'A 2X3 FOOT FLAT ROCK, ABOUT 1 FOOT BELOW THE ROAD AND 0.7 FOOT ABOVE
 QB0454'THE GROUND, PAINTED USSBM NO. 1.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2704 ***********************************************************************
 RC2704  DESIGNATION -  1 N 14 E 20
 RC2704  PID         -  RC2704
 RC2704  STATE/COUNTY-  OR/WASCO
 RC2704  USGS QUAD   -  PETERSBURG (1994)
 RC2704
 RC2704                         *CURRENT SURVEY CONTROL
 RC2704  ___________________________________________________________________
 RC2704* NAD 83(2007)-  45 33 37.28923(N)    121 06 07.55427(W)     ADJUSTED  
 RC2704* NAVD 88     -       169.53   (+/-2cm)     556.2    (feet)  VERTCON   
 RC2704  ___________________________________________________________________
 RC2704  EPOCH DATE  -        2007.00
 RC2704  X           -  -2,310,823.033 (meters)                     COMP
 RC2704  Y           -  -3,830,377.935 (meters)                     COMP
 RC2704  Z           -   4,531,274.338 (meters)                     COMP
 RC2704  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 RC2704  ELLIP HEIGHT-         148.073 (meters)          (02/10/07) ADJUSTED
 RC2704  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 RC2704
 RC2704  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 RC2704  Type    PID    Designation                      North   East  Ellip
 RC2704  -------------------------------------------------------------------
 RC2704  NETWORK RC2704 1 N 14 E 20                       0.65   0.76   2.21
 RC2704  -------------------------------------------------------------------
 RC2704  VERT ORDER  -  THIRD ? (See Below)
 RC2704
 RC2704.The horizontal coordinates were established by GPS observations
 RC2704.and adjusted by the National Geodetic Survey in February 2007.
 RC2704
 RC2704.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 RC2704.See www.ngs.noaa.gov/NationalReadjustment for more information.
 RC2704.The horizontal coordinates are valid at the epoch date displayed above.
 RC2704.The epoch date for horizontal control is a decimal equivalence
 RC2704.of Year/Month/Day.
 RC2704
 RC2704.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC2704.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC2704.The vertical order pertains to the NGVD 29 superseded value.
 RC2704
 RC2704.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RC2704
 RC2704.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2704
 RC2704.The ellipsoidal height was determined by GPS observations
 RC2704.and is referenced to NAD 83.
 RC2704
 RC2704.The geoid height was determined by GEOID03.
 RC2704
 RC2704;                    North         East     Units Scale Factor Converg.
 RC2704;SPC OR N     -   210,607.236 2,452,995.755   MT  0.99991792   -0 25 37.2
 RC2704;SPC OR N     -   690,968.62  8,047,886.34   iFT  0.99991792   -0 25 37.2
 RC2704;SPC WA S     -    25,413.870   452,988.485   MT  1.00007303   -0 26 14.5
 RC2704;SPC WA S     -    83,378.67  1,486,179.72   sFT  1.00007303   -0 26 14.5
 RC2704;UTM  10      - 5,046,954.010   648,117.978   MT  0.99986974   +1 21 19.2
 RC2704
 RC2704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2704!SPC OR N     -   0.99997679  x   0.99991792  =   0.99989471
 RC2704!SPC WA S     -   0.99997679  x   1.00007303  =   1.00004981
 RC2704!UTM  10      -   0.99997679  x   0.99986974  =   0.99984653
 RC2704
 RC2704                          SUPERSEDED SURVEY CONTROL
 RC2704
 RC2704  NAD 83(1998)-  45 33 37.28854(N)    121 06 07.55520(W) AD(       ) 2
 RC2704  ELLIP H (06/26/02)  148.061  (m)                       GP(       ) 4 1
 RC2704  NAD 83(1991)-  45 33 37.28599(N)    121 06 07.55434(W) AD(       ) 2
 RC2704  ELLIP H (10/15/91)  148.189  (m)                       GP(       ) 4 1
 RC2704  NAD 83(1986)-  45 33 37.29827(N)    121 06 07.54773(W) AD(       ) 2
 RC2704  NGVD 29 (08/07/90)  168.52   (m)          552.9    (f) LEVELING    3  
 RC2704
 RC2704.Superseded values are not recommended for survey control.
 RC2704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2704.See file dsdata.txt to determine how the superseded data were derived.
 RC2704
 RC2704_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR4811846954(NAD 83)
 RC2704_MARKER: DD = SURVEY DISK
 RC2704_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 RC2704_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 RC2704_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RC2704_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC2704_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RC2704+SATELLITE: SATELLITE OBSERVATIONS - 1987
 RC2704
 RC2704  HISTORY     - Date     Condition        Report By
 RC2704  HISTORY     - 1987     MONUMENTED       USFS
 RC2704
 RC2704                          STATION DESCRIPTION
 RC2704
 RC2704'DESCRIBED BY US FOREST SERVICE 1987 (KC)
 RC2704'THE STATION IS LOCATED ABOUT 7.8 MILES NORTH OF DUFUR, 4.4 MILES
 RC2704'SOUTHEAST OF THE DALLES AND 4 MILES SOUTH OF THE DALLES DAM ON THE
 RC2704'EAST SIDE OF THE RIGHT OF WAY OF U.S. HIGHWAY 197 ABOUT 0.1 MILE
 RC2704'SOUTHEAST OF FIVE MILE CREEK.
 RC2704'
 RC2704'TO REACH THE STATION FROM EXIT 87 ON INTERSTATE 84 ON THE EASTERN
 RC2704'SIDE OF THE DALLES, EXIT THE FREEWAY AND HEAD SOUTH FOR ABOUT 0.3 MILE
 RC2704'TO THE STOP SIGN AT A LARGE INTERSECTION.  TURN LEFT ONTO U.S HIGHWAY
 RC2704'197 AND GO 3.6 MILES TO THE STATION ON THE LEFT NEXT TO A FENCE.
 RC2704'
 RC2704'THE STATION IS A 3-1/4 INCH DIAMETER ALUMINUM SURVEY DISK SET ON THE
 RC2704'TOP OF A 2-1/2 INCH DIAMETER 30 INCH LONG PIPE MONUMENT SET OVER A
 RC2704'5-1/2 FOOT LONG STEEL FENCE POST DRIVEN IN THE GROUND.  THE HOLE
 RC2704'AROUND THE MONUMENT WAS FILLED WITH CONCRETE,  IT IS 133.0 FEET
 RC2704'EAST SOUTHEAST OF THE SOUTH END OF THE GUARDRAIL ON THE EAST SIDE OF
 RC2704'THE ROAD, 58.2 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 2.5 FEET
 RC2704'SOUTHWEST OF THE FENCE AND 1.0 FEET NORTHEAST OF AN ORANGE FLEXIBLE
 RC2704'WITNESS POST.  THE MONUMENT IS FLUSH WITH THE GROUND.  NO REFERENCE
 RC2704'MARKS WERE SET.
 RC2704'
 RC2704'THIS STATION SUITABLE FOR GPS SURVEYS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2705 ***********************************************************************
 RC2705  DESIGNATION -  1 N 15 E 7
 RC2705  PID         -  RC2705
 RC2705  STATE/COUNTY-  OR/WASCO
 RC2705  USGS QUAD   -  EMERSON (1994)
 RC2705
 RC2705                         *CURRENT SURVEY CONTROL
 RC2705  ___________________________________________________________________
 RC2705* NAD 83(2007)-  45 35 06.74671(N)    120 59 01.59491(W)     ADJUSTED  
 RC2705* NAVD 88     -       279.8    (meters)     918.     (feet)  GPS OBS   
 RC2705  ___________________________________________________________________
 RC2705  EPOCH DATE  -        2007.00
 RC2705  X           -  -2,301,932.330 (meters)                     COMP
 RC2705  Y           -  -3,833,517.099 (meters)                     COMP
 RC2705  Z           -   4,533,286.452 (meters)                     COMP
 RC2705  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 RC2705  ELLIP HEIGHT-         258.370 (meters)          (02/10/07) ADJUSTED
 RC2705  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 RC2705
 RC2705  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 RC2705  Type    PID    Designation                      North   East  Ellip
 RC2705  -------------------------------------------------------------------
 RC2705  NETWORK RC2705 1 N 15 E 7                        0.51   0.39   1.67
 RC2705  -------------------------------------------------------------------
 RC2705
 RC2705.The horizontal coordinates were established by GPS observations
 RC2705.and adjusted by the National Geodetic Survey in February 2007.
 RC2705
 RC2705.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 RC2705.See www.ngs.noaa.gov/NationalReadjustment for more information.
 RC2705.The horizontal coordinates are valid at the epoch date displayed above.
 RC2705.The epoch date for horizontal control is a decimal equivalence
 RC2705.of Year/Month/Day.
 RC2705
 RC2705.The orthometric height was determined by GPS observations and a
 RC2705.high-resolution geoid model.
 RC2705
 RC2705.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RC2705
 RC2705.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2705
 RC2705.The ellipsoidal height was determined by GPS observations
 RC2705.and is referenced to NAD 83.
 RC2705
 RC2705.The geoid height was determined by GEOID03.
 RC2705
 RC2705;                    North         East     Units Scale Factor Converg.
 RC2705;SPC OR N     -   213,306.713 2,462,249.259   MT  0.99992098   -0 20 35.1
 RC2705;SPC OR N     -   699,825.17  8,078,245.60   iFT  0.99992098   -0 20 35.1
 RC2705;SPC WA S     -    28,112.243   462,243.815   MT  1.00006546   -0 21 05.1
 RC2705;SPC WA S     -    92,231.58  1,516,544.92   sFT  1.00006546   -0 21 05.1
 RC2705;UTM  10      - 5,049,939.988   657,282.714   MT  0.99990415   +1 26 25.7
 RC2705
 RC2705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2705!SPC OR N     -   0.99995950  x   0.99992098  =   0.99988048
 RC2705!SPC WA S     -   0.99995950  x   1.00006546  =   1.00002495
 RC2705!UTM  10      -   0.99995950  x   0.99990415  =   0.99986365
 RC2705
 RC2705                          SUPERSEDED SURVEY CONTROL
 RC2705
 RC2705  NAD 83(1998)-  45 35 06.74602(N)    120 59 01.59566(W) AD(       ) B
 RC2705  ELLIP H (02/26/02)  258.362  (m)                       GP(       ) 3 2
 RC2705  NAD 83(1991)-  45 35 06.74348(N)    120 59 01.59523(W) AD(       ) 2
 RC2705  ELLIP H (10/15/91)  258.496  (m)                       GP(       ) 4 1
 RC2705  NAD 83(1986)-  45 35 06.75543(N)    120 59 01.58930(W) AD(       ) 2
 RC2705  NGVD 29 (08/07/90)  278.8    (m)          915.     (f) GPS OBS     3  
 RC2705
 RC2705.Superseded values are not recommended for survey control.
 RC2705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2705.See file dsdata.txt to determine how the superseded data were derived.
 RC2705
 RC2705_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR5728349940(NAD 83)
 RC2705_MARKER: DD = SURVEY DISK
 RC2705_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 RC2705_STAMPING: GPS 1N15E7 1987
 RC2705_MARK LOGO: USFS  
 RC2705_MAGNETIC: N = NO MAGNETIC MATERIAL
 RC2705_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC2705_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RC2705+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2000
 RC2705
 RC2705  HISTORY     - Date     Condition        Report By
 RC2705  HISTORY     - 1987     MONUMENTED       USFS
 RC2705  HISTORY     - 20001010 GOOD             OR-065
 RC2705
 RC2705                          STATION DESCRIPTION
 RC2705
 RC2705'DESCRIBED BY US FOREST SERVICE 1987 (KC)
 RC2705'THE STATION IS LOCATED ABOUT 11 MILES NORTHEAST OF DUFUR, 9.5 MILES
 RC2705'EAST OF THE DALLES, 9.5 MILES SOUTHWEST OF BIGGS JUNCTION AND 10.5
 RC2705'MILES WEST OF THE DESCUTES RIVER ON LAND OWNED BY WILBUR F. KELLY,
 RC2705'1001 CHERRY HEIGHTS RD, THE DALLES, OREGON 97058, TELEPHONE (503)
 RC2705'296-4546. IT IS JUST SOUTH OF THE RIGHT OF WAY OF A COUNTY ROAD.
 RC2705'
 RC2705'TO REACH THE STATION FROM EXIT 87 OF INTERSTATE 84 ON THE EAST SIDE
 RC2705'OF THE DALLES, EXIT THE FREEWAY AND TURN SOUTH AND GO 0.25 MILE TO THE
 RC2705'STOP SIGN AT A LARGE INTERSECTION.  TURN LEFT ONTO U.S. HIGHWAY 197
 RC2705'AND GO 0.3 MILE AND TURN LEFT ON COLUMBIA VIEW DRIVE.  GO EASTERLY FOR
 RC2705'1.9 MILES TO A STOP SIGN, TURN RIGHT(SOUTH) ONTO FIFTEEN MILE ROAD AND
 RC2705'GO 1.1 MILES TO A Y JUNCTION AFTER CROSSING A BRIDGE. TURN RIGHT AND
 RC2705'TRAVEL 1.9 MILES TO A Y JUNCTION, TURN LEFT ONTO EMERSON LOOP ROAD AND
 RC2705'PROCEED 3.1 MILES TO AN INTERSECTION WHERE THERE IS A LARGE WHITE
 RC2705'FARMHOUSE ON THE SOUTHWEST CORNER.  GO STRAIGHT ON KELLY CUTOFF ROAD
 RC2705'AND GO 1.5 MILES TO THE STATION ON THE RIGHT, ALONG THE SOUTH SIDE
 RC2705'OF THE ROAD JUST INSIDE THE FENCE OF A CULTIVATED FIELD.
 RC2705'
 RC2705'THE STATION IS A STANDARD USDA/USFS 3 INCH DIAMETER BRONZE SURVEY
 RC2705'DISK STAMPED---GPS 1N15E7 1987---SET ON THE TOP OF 2-1/2 INCH
 RC2705'DIAMETER 36 INCH LONG STAINLESS STEEL PIPE MONUMENT. THIS PIPE WAS
 RC2705'CEMENTED OVER A 5-1/2 FOOT STEEL FENCE POST DRIVEN IN THE GROUND.
 RC2705'A MASS OF CONCRETE SURROUNDS THE MONUMENT AT THE TOP. IT IS ABOUT
 RC2705'0.1 MILE NORTHWEST OF A MAILBOX (RR2, BOX 6221), 34.0 FEET SOUTHWEST
 RC2705'OF THE CENTERLINE OF KELLY CUTOFF ROAD, 3.0 SOUTHWEST OF SOUTHEAST
 RC2705'CORNER POST OF A RR TIE H BRACE IN THE FENCE AND 1.0 FEET NORTHEAST
 RC2705'OF AN ORANGE FLEXIBLE  WITNESS POST. THE MONUMENT PROJECTS ABOUT 0.1
 RC2705'FOOT ABOVE GROUND. NO REFERENCE MARKS WERE SET.
 RC2705'
 RC2705'THIS STATION SUITABLE FOR GPS SURVEYS.
 RC2705
 RC2705                          STATION RECOVERY (2000)
 RC2705
 RC2705'RECOVERY NOTE BY WASCO COUNTY OREGON 2000 (DGI)
 RC2705'RECOVERED AS DESCRIBED
 RC2705'
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2706 ***********************************************************************
 RC2706  DESIGNATION -  1 N 16 E 9
 RC2706  PID         -  RC2706
 RC2706  STATE/COUNTY-  OR/SHERMAN
 RC2706  USGS QUAD   -  LOCUST GROVE (1974)
 RC2706
 RC2706                         *CURRENT SURVEY CONTROL
 RC2706  ___________________________________________________________________
 RC2706* NAD 83(2007)-  45 34 58.31955(N)    120 49 58.64226(W)     ADJUSTED  
 RC2706* NAVD 88     -       377.2    (meters)    1238.     (feet)  VERTCON   
 RC2706  ___________________________________________________________________
 RC2706  EPOCH DATE  -        2007.00
 RC2706  X           -  -2,291,963.599 (meters)                     COMP
 RC2706  Y           -  -3,839,781.391 (meters)                     COMP
 RC2706  Z           -   4,533,174.015 (meters)                     COMP
 RC2706  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 RC2706  ELLIP HEIGHT-         355.891 (meters)          (02/10/07) ADJUSTED
 RC2706  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 RC2706
 RC2706  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 RC2706  Type    PID    Designation                      North   East  Ellip
 RC2706  -------------------------------------------------------------------
 RC2706  NETWORK RC2706 1 N 16 E 9                        0.73   1.06   3.63
 RC2706  -------------------------------------------------------------------
 RC2706
 RC2706.The horizontal coordinates were established by GPS observations
 RC2706.and adjusted by the National Geodetic Survey in February 2007.
 RC2706
 RC2706.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 RC2706.See www.ngs.noaa.gov/NationalReadjustment for more information.
 RC2706.The horizontal coordinates are valid at the epoch date displayed above.
 RC2706.The epoch date for horizontal control is a decimal equivalence
 RC2706.of Year/Month/Day.
 RC2706
 RC2706.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC2706.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC2706
 RC2706.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RC2706
 RC2706.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2706
 RC2706.The ellipsoidal height was determined by GPS observations
 RC2706.and is referenced to NAD 83.
 RC2706
 RC2706.The geoid height was determined by GEOID03.
 RC2706
 RC2706;                    North         East     Units Scale Factor Converg.
 RC2706;SPC OR N     -   212,987.075 2,474,017.125   MT  0.99992068   -0 14 10.1
 RC2706;SPC OR N     -   698,776.49  8,116,854.08   iFT  0.99992068   -0 14 10.1
 RC2706;UTM  10      - 5,049,986.847   669,054.905   MT  0.99995138   +1 32 53.5
 RC2706
 RC2706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2706!SPC OR N     -   0.99994421  x   0.99992068  =   0.99986489
 RC2706!UTM  10      -   0.99994421  x   0.99995138  =   0.99989559
 RC2706
 RC2706                          SUPERSEDED SURVEY CONTROL
 RC2706
 RC2706  NAD 83(1998)-  45 34 58.31865(N)    120 49 58.64214(W) AD(       ) 2
 RC2706  ELLIP H (06/26/02)  355.881  (m)                       GP(       ) 4 1
 RC2706  NAD 83(1991)-  45 34 58.31608(N)    120 49 58.64188(W) AD(       ) 2
 RC2706  ELLIP H (10/15/91)  356.020  (m)                       GP(       ) 4 1
 RC2706  NAD 83(1986)-  45 34 58.32778(N)    120 49 58.63645(W) AD(       ) 2
 RC2706  NGVD 29 (08/07/90)  376.2    (m)         1234.     (f) GPS OBS     3  
 RC2706
 RC2706.Superseded values are not recommended for survey control.
 RC2706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2706.See file dsdata.txt to determine how the superseded data were derived.
 RC2706
 RC2706_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR6905549987(NAD 83)
 RC2706_MARKER: DD = SURVEY DISK
 RC2706_SETTING: 0 = UNSPECIFIED SETTING
 RC2706_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC2706_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RC2706+SATELLITE: SATELLITE OBSERVATIONS - 1987
 RC2706
 RC2706  HISTORY     - Date     Condition        Report By
 RC2706  HISTORY     - 1987     MONUMENTED       USFS
 RC2706
 RC2706                          STATION DESCRIPTION
 RC2706
 RC2706'DESCRIBED BY US FOREST SERVICE 1987 (KC)
 RC2706'THE STATION IS LOCATED ABOUT 16 MILES SOUTH OF GOLDENDALE, WASHINGTON,
 RC2706'16 MILES EAST OF THE DALLES, 15 MILES NORTHEAST OF DUFUR AND 6 MILES
 RC2706'SOUTH OF BIGGS JUNCTION ON LAND OWNED BY KENNETH KASEBERG, 11930 SW
 RC2706'RIVERSIDE DRIVE, PORTLAND, OREGON 97219, TELEPHONE (503) 636-4684.
 RC2706'
 RC2706'TO REACH THE STATION FROM THE EXIT 97 OF INTERSTATE 84, EXIT THE
 RC2706'FREEWAY AND TURN SOUTH AND THEN EAST ON STATE HIGHWAY 206 WHICH
 RC2706'PARALLELS THE FREEWAY. TRAVEL 4.4 MILES EAST TO FULTON CANYON ROAD ON
 RC2706'THE RIGHT AT THE EAST END OF A CONCRETE BRIDGE. TURN RIGHT AND HEAD
 RC2706'SOUTH AND GO 2.3 MILES TO THE JUNCTION OF GORDON RIDGE ROAD ON RIGHT.
 RC2706'KEEP RIGHT AND FOLLOW GORDON RIDGE ROAD FOR 2.8 MILES AND A SHARP
 RC2706'CURVE TO THE RIGHT. THE STATION IS LOCATED ALONG THE RIGHT SIDE OF THE
 RC2706'ROAD NEAR A NW-SE ORIENTED FENCE.
 RC2706'
 RC2706'THE STATION IS A 3-1/4 INCH ALUMINUM SURVEY DISK STAMPED---USDA-FS GPS
 RC2706'1N16E9 1987---SET ON THE TOP OF A 2-1/2 INCH DIAMETER 30 INCH LONG
 RC2706'ALUMINUM PIPE MONUMENT. IT IS 89 FEET NORTHWEST OF THE CENTER LINE OF
 RC2706'THE ROAD, 47.3 FEET NORTHEAST OF THE EAST POST OF A RR TIE H BRACE
 RC2706'IN THE FENCE AND 0.8 FOOT SOUTH OF A STEEL FENCE POST PROJECTING 2.2
 RC2706'FEET ABOVE GROUND. THE MONUMENT PROJECTS 0.1 FOOT ABOVE GROUND. NO
 RC2706'REFERENCE MARKS WERE SET.
 RC2706'
 RC2706'THIS STATION SUITABLE FOR GPS SURVEYS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2707 ***********************************************************************
 RC2707  DESIGNATION -  1 N 7 E 32
 RC2707  PID         -  RC2707
 RC2707  STATE/COUNTY-  OR/MULTNOMAH
 RC2707  USGS QUAD   -  TANNER BUTTE (1994)
 RC2707
 RC2707                         *CURRENT SURVEY CONTROL
 RC2707  ___________________________________________________________________
 RC2707* NAD 83(2007)-  45 31 17.37348(N)    121 57 35.68217(W)     ADJUSTED  
 RC2707* NAVD 88     -       727.7    (meters)    2387.     (feet)  VERTCON   
 RC2707  ___________________________________________________________________
 RC2707  EPOCH DATE  -        2007.00
 RC2707  X           -  -2,369,747.966 (meters)                     COMP
 RC2707  Y           -  -3,798,300.540 (meters)                     COMP
 RC2707  Z           -   4,528,646.882 (meters)                     COMP
 RC2707  LAPLACE CORR-           7.72  (seconds)                    DEFLEC99
 RC2707  ELLIP HEIGHT-         705.963 (meters)          (02/10/07) ADJUSTED
 RC2707  GEOID HEIGHT-         -21.58  (meters)                     GEOID03
 RC2707
 RC2707  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 RC2707  Type    PID    Designation                      North   East  Ellip
 RC2707  -------------------------------------------------------------------
 RC2707  NETWORK RC2707 1 N 7 E 32                        1.29   1.39   3.57
 RC2707  -------------------------------------------------------------------
 RC2707
 RC2707.The horizontal coordinates were established by GPS observations
 RC2707.and adjusted by the National Geodetic Survey in February 2007.
 RC2707
 RC2707.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 RC2707.See www.ngs.noaa.gov/NationalReadjustment for more information.
 RC2707.The horizontal coordinates are valid at the epoch date displayed above.
 RC2707.The epoch date for horizontal control is a decimal equivalence
 RC2707.of Year/Month/Day.
 RC2707
 RC2707.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC2707.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC2707
 RC2707.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RC2707
 RC2707.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2707
 RC2707.The ellipsoidal height was determined by GPS observations
 RC2707.and is referenced to NAD 83.
 RC2707
 RC2707.The geoid height was determined by GEOID03.
 RC2707
 RC2707;                    North         East     Units Scale Factor Converg.
 RC2707;SPC OR N     -   207,143.280 2,385,955.619   MT  0.99991351   -1 02 07.3
 RC2707;SPC OR N     -   679,603.94  7,827,938.38   iFT  0.99991351   -1 02 07.3
 RC2707;UTM  10      - 5,041,410.353   581,227.774   MT  0.99968112   +0 44 31.8
 RC2707
 RC2707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2707!SPC OR N     -   0.99988933  x   0.99991351  =   0.99980285
 RC2707!UTM  10      -   0.99988933  x   0.99968112  =   0.99957049
 RC2707
 RC2707                          SUPERSEDED SURVEY CONTROL
 RC2707
 RC2707  NAD 83(1998)-  45 31 17.37178(N)    121 57 35.68278(W) AD(       ) 2
 RC2707  ELLIP H (06/26/02)  705.947  (m)                       GP(       ) 4 1
 RC2707  NAD 83(1991)-  45 31 17.36891(N)    121 57 35.68183(W) AD(       ) 2
 RC2707  ELLIP H (10/15/91)  706.139  (m)                       GP(       ) 4 1
 RC2707  NAD 83(1986)-  45 31 17.38438(N)    121 57 35.68297(W) AD(       ) 2
 RC2707  NGVD 29 (08/07/90)  726.6    (m)         2384.     (f) GPS OBS     3  
 RC2707
 RC2707.Superseded values are not recommended for survey control.
 RC2707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2707.See file dsdata.txt to determine how the superseded data were derived.
 RC2707
 RC2707_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER8122841410(NAD 83)
 RC2707_MARKER: DD = SURVEY DISK
 RC2707_SETTING: 0 = UNSPECIFIED SETTING
 RC2707_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC2707_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RC2707+SATELLITE: SATELLITE OBSERVATIONS - 1987
 RC2707
 RC2707  HISTORY     - Date     Condition        Report By
 RC2707  HISTORY     - 1987     MONUMENTED       USFS
 RC2707
 RC2707                          STATION DESCRIPTION
 RC2707
 RC2707'DESCRIBED BY US FOREST SERVICE 1987 (KC)
 RC2707'THE STATION IS LOCATED ABOUT 22 MILES EAST OF GRESHAM, 17 MILES WEST
 RC2707'OF PARKDALE, 10.5 MILES SOUTH SOUTHWEST OF CASCADE LOCKS AND 10.0
 RC2707'MILES SOUTHEAST OF BRIDAL VEIL FALLS IN THE BULL RUN WATERSHED
 RC2707'MANAGED BY THE U.S. FOREST SERVICE.
 RC2707'
 RC2707'TO REACH THE STATION FROM HIGHWAY 26 AT THE EAST END OF THE TOWN OF
 RC2707'SANDY, TURN LEFT ON TEN EYCK ROAD AT A STOP LIGHT.  GO 0.6 MILE AND
 RC2707'TURN LEFT AND GO 1.4 MILES AND TURN LEFT.  CONTINUE FOR 1.5 MILES AND
 RC2707'TURN RIGHT ONTO BULL RUN ROAD.  TRAVEL 0.7 MILE THEN TURN RIGHT ONTO
 RC2707'WATER WORKS ROAD AND GO 0.6 MILE TO THE BULL RUN  GATE WHICH IS LOCKED
 RC2707'WHEN THERE ARE NO OPERATIONS ONGOING IN THE AREA.  PASS THROUGH THE
 RC2707'GATE AND GO 12.1 MILES ON  ROAD 10 TO A BRIDGE OVER THE NORTH FORK
 RC2707'OF THE BULL RUN RIVER.  CONTINUE AHEAD FOR 5.3 MILES AND TURN LEFT ON
 RC2707'FOREST ROAD 1015 AND GO 0.7 MILE.  KEEP TO THE LEFT AND GO 1.1 MILE
 RC2707'ON FOREST ROAD 1015.  TURN RIGHT AND GO ABOUT 500 FEET TO THE
 RC2707'STATION ON THE GRAVELED SPUR ROAD LEADING INTO A LOG LANDING.
 RC2707'
 RC2707'THE STATION IS A 3-1/4 INCH DIAMETER ALUMINUM SURVEY DISK  STAMPED---
 RC2707'---USFS 1N7E32 1987---SET ON THE TOP OF A 3/4 INCH DIAMETER ALUMINUM
 RC2707'ROD DRIVEN IN THE GROUND.  IT IS 84 FEET NORTHWEST OF A 4 INCH
 RC2707'DIAMETER HEMLOCK IN A SMALL TREE STAND AT THE SOUTHEAST CORNER OF THE
 RC2707'LANDING,  44.5 FEET NORTH OF A 2-1/2 FOOT DIAMETER DOUGLAS FIR STUMP
 RC2707'AND 3 FEET SOUTH OF A FLEXIBLE ORANGE WITNESS POST.  THE MONUMENT
 RC2707'IS FLUSH WITH THE GROUND.  NO REFERENCE MARKS WERE SET.
 RC2707'
 RC2707'THIS STATION SUITABLE FOR GPS SURVEYS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0840 ***********************************************************************
 PB0840  DESIGNATION -  1 PSM
 PB0840  PID         -  PB0840
 PB0840  STATE/COUNTY-  OR/LAKE
 PB0840  USGS QUAD   -  PETERS CREEK SINK (1982)
 PB0840
 PB0840                         *CURRENT SURVEY CONTROL
 PB0840  ___________________________________________________________________
 PB0840* NAD 83(1986)-  43 25 33.     (N)    120 35 47.     (W)     SCALED    
 PB0840* NAVD 88     -      1319.720  (meters)    4329.78   (feet)  ADJUSTED  
 PB0840  ___________________________________________________________________
 PB0840  GEOID HEIGHT-         -20.34  (meters)                     GEOID03
 PB0840  DYNAMIC HT  -        1319.048 (meters)    4327.58  (feet)  COMP
 PB0840  MODELED GRAV-     980,064.7   (mgal)                       NAVD 88
 PB0840
 PB0840  VERT ORDER  -  THIRD
 PB0840
 PB0840.The horizontal coordinates were scaled from a topographic map and have
 PB0840.an estimated accuracy of +/- 6 seconds.
 PB0840
 PB0840.The orthometric height was determined by differential leveling
 PB0840.and adjusted in August 1995.
 PB0840
 PB0840.The geoid height was determined by GEOID03.
 PB0840
 PB0840.The dynamic height is computed by dividing the NAVD 88
 PB0840.geopotential number by the normal gravity value computed on the
 PB0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0840.degrees latitude (g = 980.6199 gals.).
 PB0840
 PB0840.The modeled gravity was interpolated from observed gravity values.
 PB0840
 PB0840;                    North         East    Units  Estimated Accuracy
 PB0840;SPC OR S     -   195,420.    1,492,200.      MT  (+/- 180 meters Scaled)
 PB0840
 PB0840                          SUPERSEDED SURVEY CONTROL
 PB0840
 PB0840.No superseded survey control is available for this station.
 PB0840
 PB0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP945109(NAD 83)
 PB0840_MARKER: DB = BENCH MARK DISK
 PB0840_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PB0840_SP_SET: COPPER-CLAD STEEL ROD
 PB0840_STAMPING: 1 PSM 1978 4326
 PB0840_MARK LOGO: USGS  
 PB0840_PROJECTION: PROJECTING 8 CENTIMETERS
 PB0840_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PB0840_ROD/PIPE-DEPTH: 7.62 meters
 PB0840
 PB0840  HISTORY     - Date     Condition        Report By
 PB0840  HISTORY     - 1978     MONUMENTED       USGS
 PB0840
 PB0840                          STATION DESCRIPTION
 PB0840
 PB0840'DESCRIBED BY US GEOLOGICAL SURVEY 1978
 PB0840'27.4 KM (17.00 MI) NNE FROM CHRISTMAS VALLEY.
 PB0840'CHRISTMAS VALLEY PO, 2.0 MI E OF, THENCE 15.0 MI N ALONG MILLICAN RD.
 PB0840'NEAR NE CORNER OF SEC 7 T25S R18E, AT X-RD, 34 FT W OF MAIN RD, 25 S
 PB0840'OF E-W RD, 1.5 FT E OF FENCE, ROD DRIVEN TO REFUSAL, ENCASED IN GREEN
 PB0840'PLASTIC PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2729 ***********************************************************************
 QE2729  DESIGNATION -  1 RBO
 QE2729  PID         -  QE2729
 QE2729  STATE/COUNTY-  OR/LINCOLN
 QE2729  USGS QUAD   -  TOLEDO NORTH (1984)
 QE2729
 QE2729                         *CURRENT SURVEY CONTROL
 QE2729  ___________________________________________________________________
 QE2729* NAD 83(1986)-  44 41 33.     (N)    123 56 52.     (W)     SCALED    
 QE2729* NAVD 88     -        33.423  (meters)     109.66   (feet)  ADJUSTED  
 QE2729  ___________________________________________________________________
 QE2729  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 QE2729  DYNAMIC HT  -          33.422 (meters)     109.65  (feet)  COMP
 QE2729  MODELED GRAV-     980,602.6   (mgal)                       NAVD 88
 QE2729
 QE2729  VERT ORDER  -  SECOND    CLASS I
 QE2729
 QE2729.The horizontal coordinates were scaled from a topographic map and have
 QE2729.an estimated accuracy of +/- 6 seconds.
 QE2729
 QE2729.The orthometric height was determined by differential leveling
 QE2729.and adjusted in August 1995.
 QE2729
 QE2729.The geoid height was determined by GEOID03.
 QE2729
 QE2729.The dynamic height is computed by dividing the NAVD 88
 QE2729.geopotential number by the normal gravity value computed on the
 QE2729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE2729.degrees latitude (g = 980.6199 gals.).
 QE2729
 QE2729.The modeled gravity was interpolated from observed gravity values.
 QE2729
 QE2729;                    North         East    Units  Estimated Accuracy
 QE2729;SPC OR N     -   119,820.    2,226,810.      MT  (+/- 180 meters Scaled)
 QE2729
 QE2729                          SUPERSEDED SURVEY CONTROL
 QE2729
 QE2729.No superseded survey control is available for this station.
 QE2729
 QE2729_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ249492(NAD 83)
 QE2729_MARKER: DB = BENCH MARK DISK
 QE2729_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QE2729_SP_SET: ALUMINUM ALLOY ROD
 QE2729_STAMPING: 1 RBO 1979 106
 QE2729_MARK LOGO: USGS  
 QE2729_PROJECTION: PROJECTING 8 CENTIMETERS
 QE2729_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE2729_ROD/PIPE-DEPTH: 3.66 meters
 QE2729
 QE2729  HISTORY     - Date     Condition        Report By
 QE2729  HISTORY     - 1979     MONUMENTED       USGS
 QE2729
 QE2729                          STATION DESCRIPTION
 QE2729
 QE2729'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 QE2729'4.7 KM (2.95 MI) SOUTH FROM SILETZ.
 QE2729'SILETZ, 2.95 MI S OF, ALONG OR HWY 229.  0.25 MI N OF JCT WITH PAVED
 QE2729'RD W, 0.2 MI N OF MILEPOST 27, ABOUT 290 FT SW OF SIDE RD, 106 FT E
 QE2729'OF NE END OF GUARDRAIL, 98 FT NNE OF POWER POLE D202-1, 64 FT SE OF
 QE2729'CENTERLINE OF HWY, 4 FT W OF CENTERLINE OF POWER LINE, ENCASED IN
 QE2729'6-INCH PLASTIC PIPE.
 QE2729'THE MARK IS 3 FT ABOVE HWY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1341 ***********************************************************************
 NZ1341  DESIGNATION -  1 RESET
 NZ1341  PID         -  NZ1341
 NZ1341  STATE/COUNTY-  OR/DOUGLAS
 NZ1341  USGS QUAD   -  TILLER (1989)
 NZ1341
 NZ1341                         *CURRENT SURVEY CONTROL
 NZ1341  ___________________________________________________________________
 NZ1341* NAD 83(1986)-  42 55 23.     (N)    122 57 06.     (W)     SCALED    
 NZ1341* NAVD 88     -       318.90   (meters)    1046.3    (feet)  RESET     
 NZ1341  ___________________________________________________________________
 NZ1341  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 NZ1341  VERT ORDER  -  THIRD
 NZ1341
 NZ1341.The horizontal coordinates were scaled from a topographic map and have
 NZ1341.an estimated accuracy of +/- 6 seconds.
 NZ1341
 NZ1341.The orthometric height was computed from unverified reset data.
 NZ1341.No vertical observational check was made to the station.
 NZ1341
 NZ1341.The geoid height was determined by GEOID03.
 NZ1341
 NZ1341;                    North         East    Units  Estimated Accuracy
 NZ1341;SPC OR S     -   142,490.    1,299,890.      MT  (+/- 180 meters Scaled)
 NZ1341
 NZ1341                          SUPERSEDED SURVEY CONTROL
 NZ1341
 NZ1341  NGVD 29 (10/26/06)  317.83   (m)         1042.7    (f) RESET       3  
 NZ1341
 NZ1341.Superseded values are not recommended for survey control.
 NZ1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1341.See file dsdata.txt to determine how the superseded data were derived.
 NZ1341
 NZ1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN039522(NAD 83)
 NZ1341_MARKER: DB = BENCH MARK DISK
 NZ1341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ1341_SP_SET: CONCRETE POST
 NZ1341_STAMPING: 1 OSHD RESET 1980
 NZ1341_MARK LOGO: ORHD  
 NZ1341_MAGNETIC: N = NO MAGNETIC MATERIAL
 NZ1341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ1341+STABILITY: SURFACE MOTION
 NZ1341
 NZ1341  HISTORY     - Date     Condition        Report By
 NZ1341  HISTORY     - 1980     MONUMENTED       NGS
 NZ1341
 NZ1341                          STATION DESCRIPTION
 NZ1341
 NZ1341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NZ1341'IN THE APPROXIMATE CENTER OF THE GROUNDS OF THE USFS TILLER RANGER
 NZ1341'STATION, ABOUT 600 FEET NORTH OF THE MAIN OFFICE BUILDING, 92 FEET
 NZ1341'NORTH-NORTHWEST OF A 3 FOOT INCH DIAMETER CEDAR TREE, 43 FEET WEST OF
 NZ1341'THE SOUTHWEST CORNER OF A SHOP BUILDING, 12 FEET WEST OF THE
 NZ1341'CENTERLINE OF A ROAD THROUGH THE COMPOUND, 21 FEET SOUTH OF A ROW OF
 NZ1341'MAIL BOXES WITH A WITNESS SIGN ATTACHED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0703 ***********************************************************************
 NW0703  DESIGNATION -  1 RTV
 NW0703  PID         -  NW0703
 NW0703  STATE/COUNTY-  OR/MALHEUR
 NW0703  USGS QUAD   -  BOWDEN WATERHOLE (1982)
 NW0703
 NW0703                         *CURRENT SURVEY CONTROL
 NW0703  ___________________________________________________________________
 NW0703* NAD 83(1986)-  42 11 55.     (N)    117 46 05.     (W)     SCALED    
 NW0703* NAVD 88     -      1436.485  (meters)    4712.87   (feet)  ADJUSTED  
 NW0703  ___________________________________________________________________
 NW0703  GEOID HEIGHT-         -18.44  (meters)                     GEOID03
 NW0703  DYNAMIC HT  -        1435.550 (meters)    4709.80  (feet)  COMP
 NW0703  MODELED GRAV-     979,920.6   (mgal)                       NAVD 88
 NW0703
 NW0703  VERT ORDER  -  SECOND    CLASS 0
 NW0703
 NW0703.The horizontal coordinates were scaled from a topographic map and have
 NW0703.an estimated accuracy of +/- 6 seconds.
 NW0703
 NW0703.The orthometric height was determined by differential leveling
 NW0703.and adjusted in August 1995.
 NW0703
 NW0703.The geoid height was determined by GEOID03.
 NW0703
 NW0703.The dynamic height is computed by dividing the NAVD 88
 NW0703.geopotential number by the normal gravity value computed on the
 NW0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0703.degrees latitude (g = 980.6199 gals.).
 NW0703
 NW0703.The modeled gravity was interpolated from observed gravity values.
 NW0703
 NW0703;                    North         East    Units  Estimated Accuracy
 NW0703;SPC OR S     -    62,770.    1,725,610.      MT  (+/- 180 meters Scaled)
 NW0703
 NW0703                          SUPERSEDED SURVEY CONTROL
 NW0703
 NW0703.No superseded survey control is available for this station.
 NW0703
 NW0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG365721(NAD 83)
 NW0703_MARKER: DB = BENCH MARK DISK
 NW0703_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0703_SP_SET: COPPER-CLAD STEEL ROD
 NW0703_STAMPING: 1 RTV 1979
 NW0703_MARK LOGO: USGS  
 NW0703_PROJECTION: FLUSH
 NW0703_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0703_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0703_ROD/PIPE-DEPTH: 1.52 meters
 NW0703
 NW0703  HISTORY     - Date     Condition        Report By
 NW0703  HISTORY     - 1979     MONUMENTED       USGS
 NW0703
 NW0703                          STATION DESCRIPTION
 NW0703
 NW0703'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 NW0703'FROM THE MCDERMITT, NEVADA POST OFFICE, PROCEED 14.2 MILES NORTH
 NW0703'ALONG U S HIGHWAY 95, 200 FEET SOUTHWEST OF THE HIGHWAY AT A CULVERT,
 NW0703'98 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 1.0 FOOT EAST OF A
 NW0703'RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0395 ***********************************************************************
 QE0395  DESIGNATION -  1 S
 QE0395  PID         -  QE0395
 QE0395  STATE/COUNTY-  OR/MARION
 QE0395  USGS QUAD   -  STOUT MOUNTAIN (1985)
 QE0395
 QE0395                         *CURRENT SURVEY CONTROL
 QE0395  ___________________________________________________________________
 QE0395* NAD 83(1986)-  44 47 58.     (N)    122 43 56.     (W)     SCALED    
 QE0395* NAVD 88     -       159.792  (meters)     524.25   (feet)  ADJUSTED  
 QE0395  ___________________________________________________________________
 QE0395  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 QE0395  DYNAMIC HT  -         159.773 (meters)     524.19  (feet)  COMP
 QE0395  MODELED GRAV-     980,498.0   (mgal)                       NAVD 88
 QE0395
 QE0395  VERT ORDER  -  FIRST     CLASS II
 QE0395
 QE0395.The horizontal coordinates were scaled from a topographic map and have
 QE0395.an estimated accuracy of +/- 6 seconds.
 QE0395
 QE0395.The orthometric height was determined by differential leveling
 QE0395.and adjusted in June 1991.
 QE0395
 QE0395.The geoid height was determined by GEOID03.
 QE0395
 QE0395.The dynamic height is computed by dividing the NAVD 88
 QE0395.geopotential number by the normal gravity value computed on the
 QE0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0395.degrees latitude (g = 980.6199 gals.).
 QE0395
 QE0395.The modeled gravity was interpolated from observed gravity values.
 QE0395
 QE0395;                    North         East    Units  Estimated Accuracy
 QE0395;SPC OR N     -   128,320.    2,323,420.      MT  (+/- 180 meters Scaled)
 QE0395
 QE0395                          SUPERSEDED SURVEY CONTROL
 QE0395
 QE0395  NGVD 29 (??/??/92)  158.75   (m)          520.8    (f) COMPUTED    1 2
 QE0395
 QE0395.Superseded values are not recommended for survey control.
 QE0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0395.See file dsdata.txt to determine how the superseded data were derived.
 QE0395
 QE0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ211607(NAD 83)
 QE0395_MARKER: P = PIPE CAP
 QE0395_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QE0395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0395_STAMPING: 1 S 1925
 QE0395_MARK LOGO: USGS  
 QE0395_MAGNETIC: P = MARKER IS A STEEL PIPE
 QE0395_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0395
 QE0395  HISTORY     - Date     Condition        Report By
 QE0395  HISTORY     - 1925     MONUMENTED       USGS
 QE0395  HISTORY     - 1941     GOOD             NGS
 QE0395  HISTORY     - 19950511 GOOD             NGS
 QE0395
 QE0395                          STATION DESCRIPTION
 QE0395
 QE0395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QE0395'3.5 MI E FROM STAYTON.
 QE0395'ABOUT 75 FEET NORTHWEST OF CONCRETE CULVERT ON NORTH SANTIAM HIGHWAY,
 QE0395'40 FEET NORTH OF HIGHWAY, 18 FEET EAST OF ENTRANCE TO WARE RANCH, NEAR
 QE0395'WEST BANK OF CREEK.  U.S.B.M. WITNESS POST IS SET NEAR THE MARK.
 QE0395
 QE0395                          STATION RECOVERY (1995)
 QE0395
 QE0395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (LLR)
 QE0395'MARK WAS RECOVERED IN GOOD CONDITION.  REACHED FROM THE INTERSECTION
 QE0395'OF HWY 22 AND OLD MEHEMA ROAD  GO ENE ON OLD MENEMA ROAD FOR 0.8 MILES
 QE0395'(1.3 KM) TO THE MARK ON THE LEFT.   IS ABOUT 25 METERS (82.0 FT) NW OF
 QE0395'A CONCRETE CULVERT, 16.9 METERS (55.4 FT) NORTH OF THE CENTERLINE OF
 QE0395'OLD MEHEMA ROAD, 6.0 METERS (19.7 FT) EAST OF CENTERLINE OF A PRIVATE
 QE0395'DRIVE AND 0.4 METER (1.3 FT) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2708 ***********************************************************************
 RC2708  DESIGNATION -  1 S 10 E 2
 RC2708  PID         -  RC2708
 RC2708  STATE/COUNTY-  OR/HOOD RIVER
 RC2708  USGS QUAD   -  PARKDALE (1994)
 RC2708
 RC2708                         *CURRENT SURVEY CONTROL
 RC2708  ___________________________________________________________________
 RC2708* NAD 83(2007)-  45 30 25.37736(N)    121 31 09.51721(W)     ADJUSTED  
 RC2708* NAVD 88     -      1166.2    (meters)    3826.     (feet)  VERTCON   
 RC2708  ___________________________________________________________________
 RC2708  EPOCH DATE  -        2007.00
 RC2708  X           -  -2,341,229.079 (meters)                     COMP
 RC2708  Y           -  -3,817,649.924 (meters)                     COMP
 RC2708  Z           -   4,527,835.043 (meters)                     COMP
 RC2708  LAPLACE CORR-           6.09  (seconds)                    DEFLEC99
 RC2708  ELLIP HEIGHT-        1144.946 (meters)          (02/10/07) ADJUSTED
 RC2708  GEOID HEIGHT-         -21.02  (meters)                     GEOID03
 RC2708
 RC2708  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 RC2708  Type    PID    Designation                      North   East  Ellip
 RC2708  -------------------------------------------------------------------
 RC2708  NETWORK RC2708 1 S 10 E 2                        0.71   0.71   2.33
 RC2708  -------------------------------------------------------------------
 RC2708
 RC2708.The horizontal coordinates were established by GPS observations
 RC2708.and adjusted by the National Geodetic Survey in February 2007.
 RC2708
 RC2708.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 RC2708.See www.ngs.noaa.gov/NationalReadjustment for more information.
 RC2708.The horizontal coordinates are valid at the epoch date displayed above.
 RC2708.The epoch date for horizontal control is a decimal equivalence
 RC2708.of Year/Month/Day.
 RC2708
 RC2708.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC2708.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC2708
 RC2708.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RC2708
 RC2708.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2708
 RC2708.The ellipsoidal height was determined by GPS observations
 RC2708.and is referenced to NAD 83.
 RC2708
 RC2708.The geoid height was determined by GEOID03.
 RC2708
 RC2708;                    North         East     Units Scale Factor Converg.
 RC2708;SPC OR N     -   205,010.179 2,420,351.743   MT  0.99991199   -0 43 22.4
 RC2708;SPC OR N     -   672,605.57  7,940,786.56   iFT  0.99991199   -0 43 22.4
 RC2708;UTM  10      - 5,040,345.918   615,666.901   MT  0.99976449   +1 03 22.8
 RC2708
 RC2708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2708!SPC OR N     -   0.99982053  x   0.99991199  =   0.99973254
 RC2708!UTM  10      -   0.99982053  x   0.99976449  =   0.99958506
 RC2708
 RC2708                          SUPERSEDED SURVEY CONTROL
 RC2708
 RC2708  NAD 83(1998)-  45 30 25.37664(N)    121 31 09.51793(W) AD(       ) 2
 RC2708  ELLIP H (06/26/02) 1144.930  (m)                       GP(       ) 4 1
 RC2708  NAD 83(1991)-  45 30 25.37389(N)    121 31 09.51659(W) AD(       ) 2
 RC2708  ELLIP H (10/15/91) 1145.100  (m)                       GP(       ) 4 1
 RC2708  NAD 83(1986)-  45 30 25.38763(N)    121 31 09.51342(W) AD(       ) 2
 RC2708  NGVD 29 (08/07/90) 1165.1    (m)         3822.     (f) GPS OBS     3  
 RC2708
 RC2708.Superseded values are not recommended for survey control.
 RC2708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2708.See file dsdata.txt to determine how the superseded data were derived.
 RC2708
 RC2708_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR1566740346(NAD 83)
 RC2708_MARKER: DD = SURVEY DISK
 RC2708_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RC2708+WITH SETTING: INFORMATION.
 RC2708_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC2708_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RC2708+SATELLITE: SATELLITE OBSERVATIONS - 1987
 RC2708
 RC2708  HISTORY     - Date     Condition        Report By
 RC2708  HISTORY     - 1987     MONUMENTED       USFS
 RC2708
 RC2708                          STATION DESCRIPTION
 RC2708
 RC2708'DESCRIBED BY US FOREST SERVICE 1987 (KC)
 RC2708'THE STATION IS LOCATED ABOUT 17 MILES WEST SOUTHWEST OF THE DALLES,
 RC2708'13 MILES SOUTH OF HOOD RIVER AND 4 MILES EAST SOUTHEAST OF PARKDALE ON
 RC2708'U.S.F.S. LAND IN THE MOUNT HOOD NATIONAL FOREST.  IT IS ON THE EAST
 RC2708'SLOPE OF SURVEYOR RIDGE.
 RC2708'
 RC2708'TO REACH THE STATION FROM EXIT 64 ON INTERSTATE 84 AT HOOD RIVER, EXIT
 RC2708'THE FREEEWAY AND TURN SOUTH, GO LESS THAN 0.1 MILE TO A T JUNCTION.
 RC2708'TURN RIGHT AND FOLLOW STATE HIGHWAY 35 FOR 0.25 MILE TO A STOP SIGN.
 RC2708'CONTINUE STRAIGHT (SOUTHERLY) FOR 9.8 MILES TO PINE MONT DRIVE ON THE
 RC2708'LEFT.  TURN LEFT ONTO PINE MONT DRIVE (ROREST ROAD 17)  AND TRAVEL
 RC2708'EASTERLY FOR 10.5 MILES THEN TURN RIGHT ON FOREST ROAD 640.  TRAVEL
 RC2708'0.1 MILE AND TURN LEFT ONTO FOREST ROAD 641 AND GO 0.30 MILE TO THE
 RC2708'STATION ON THE LEFT.
 RC2708'
 RC2708'THE STATION IS A STANDARD USDA/USFS 3-1/4 INCH DIAMETER SURVEY DISK
 RC2708'STAMPED---1S10E2 1987--- SET ON THE TOP OF A 3/4 INCH DIAMETER, 9 FOOT
 RC2708'LONG ALUMINUM ROD DRIVEN IN THE GROUND.  IT IS 36 FEET EAST NORTHEAST
 RC2708'OF THE CENTERLINE OF FOREST ROAD 641, 37.0 FEET EAST OF AN ORANGE
 RC2708'FLEXIBLE WITNESS POST AND 3.6 FEET SOUTH OF ANOTHER ORANGE FLEXIBLE
 RC2708'WITNESS POST.
 RC2708'
 RC2708'THIS STATION SUITABLE FOR GPS SURVEYS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2709 ***********************************************************************
 RC2709  DESIGNATION -  1 S 10 E 5
 RC2709  PID         -  RC2709
 RC2709  STATE/COUNTY-  OR/HOOD RIVER
 RC2709  USGS QUAD   -  PARKDALE (1994)
 RC2709
 RC2709                         *CURRENT SURVEY CONTROL
 RC2709  ___________________________________________________________________
 RC2709* NAD 83(2007)-  45 30 30.02645(N)    121 35 10.33265(W)     ADJUSTED  
 RC2709* NAVD 88     -       560.54   (meters)    1839.0    (feet)  LEVELING  
 RC2709  ___________________________________________________________________
 RC2709  EPOCH DATE  -        2007.00
 RC2709  X           -  -2,345,408.703 (meters)                     COMP
 RC2709  Y           -  -3,814,465.197 (meters)                     COMP
 RC2709  Z           -   4,527,503.691 (meters)                     COMP
 RC2709  LAPLACE CORR-           2.72  (seconds)                    DEFLEC99
 RC2709  ELLIP HEIGHT-         539.414 (meters)          (02/10/07) ADJUSTED
 RC2709  GEOID HEIGHT-         -21.16  (meters)                     GEOID03
 RC2709
 RC2709  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 RC2709  Type    PID    Designation                      North   East  Ellip
 RC2709  -------------------------------------------------------------------
 RC2709  NETWORK RC2709 1 S 10 E 5                        0.65   0.51   2.02
 RC2709  -------------------------------------------------------------------
 RC2709  VERT ORDER  -  THIRD ?
 RC2709
 RC2709.The horizontal coordinates were established by GPS observations
 RC2709.and adjusted by the National Geodetic Survey in February 2007.
 RC2709
 RC2709.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 RC2709.See www.ngs.noaa.gov/NationalReadjustment for more information.
 RC2709.The horizontal coordinates are valid at the epoch date displayed above.
 RC2709.The epoch date for horizontal control is a decimal equivalence
 RC2709.of Year/Month/Day.
 RC2709
 RC2709.The orthometric height was determined by differential leveling.
 RC2709.The vertical network tie was performed by a horz. field party for horz.
 RC2709.obs reductions. Reset procedures were used to establish the elevation.
 RC2709
 RC2709.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RC2709
 RC2709.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2709
 RC2709.The ellipsoidal height was determined by GPS observations
 RC2709.and is referenced to NAD 83.
 RC2709
 RC2709.The geoid height was determined by GEOID03.
 RC2709
 RC2709;                    North         East     Units Scale Factor Converg.
 RC2709;SPC OR N     -   205,221.794 2,415,126.988   MT  0.99991212   -0 46 13.2
 RC2709;SPC OR N     -   673,299.85  7,923,644.97   iFT  0.99991212   -0 46 13.2
 RC2709;UTM  10      - 5,040,395.216   610,438.905   MT  0.99974996   +1 00 31.1
 RC2709
 RC2709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2709!SPC OR N     -   0.99991544  x   0.99991212  =   0.99982757
 RC2709!UTM  10      -   0.99991544  x   0.99974996  =   0.99966542
 RC2709
 RC2709                          SUPERSEDED SURVEY CONTROL
 RC2709
 RC2709  NAD 83(1998)-  45 30 30.02555(N)    121 35 10.33329(W) AD(       ) B
 RC2709  ELLIP H (02/26/02)  539.399  (m)                       GP(       ) 3 2
 RC2709  NAD 83(1991)-  45 30 30.02289(N)    121 35 10.33209(W) AD(       ) 2
 RC2709  ELLIP H (10/15/91)  539.581  (m)                       GP(       ) 4 1
 RC2709  NAD 83(1986)-  45 30 30.03674(N)    121 35 10.32946(W) AD(       ) 2
 RC2709  NGVD 29 (08/07/90)  559.51   (m)         1835.7    (f) LEVELING    3  
 RC2709
 RC2709.Superseded values are not recommended for survey control.
 RC2709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2709.See file dsdata.txt to determine how the superseded data were derived.
 RC2709
 RC2709_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR1043940395(NAD 83)
 RC2709_MARKER: DD = SURVEY DISK
 RC2709_SETTING: 0 = UNSPECIFIED SETTING
 RC2709_STAMPING: USDA-FS GPS/BM 1S 10E 5 1987
 RC2709_MARK LOGO: NONE  
 RC2709_MAGNETIC: N = NO MAGNETIC MATERIAL
 RC2709_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC2709_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RC2709+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2000
 RC2709
 RC2709  HISTORY     - Date     Condition        Report By
 RC2709  HISTORY     - 1987     MONUMENTED       USFS
 RC2709  HISTORY     - 20001010 GOOD             OR-065
 RC2709
 RC2709                          STATION DESCRIPTION
 RC2709
 RC2709'DESCRIBED BY US FOREST SERVICE 1987 (KC)
 RC2709'THE STATION IS LOCATED ABOUT 20 MILES WEST SOUTHWEST OF THE DALLES,
 RC2709'13.5 MILES SOUTH SOUTHWEST OF HOOD RIVER AND 1.1 MILE SOUTH SOUTHEAST
 RC2709'OF PARKDALE ALONG THE EAST RIGHT OF WAY OF COOPER SPUR ROAD ABOUT 0.1
 RC2709'MILE NORTH OF THE HIGHWAY BRIDGE OVER EVANS CREEK.
 RC2709'
 RC2709'TO REACH THE STATION FROM EXIT 64 ON INTERSTATE 84 AT HOOD RIVER, EXIT
 RC2709'THE FREEWAY, HEAD SOUTH, GO LESS THAN 0.1 MILE TO A T JUNCTION.
 RC2709'TURN RIGHT AND FOLLOW STATE HIGHWAY 35 FOR 0.25 MILE TO A STOP SIGN,
 RC2709'CONTINUE STRAIGHT ON ROUTE 35 FOR 12.75 MILES TO A Y JUNCTION IN THE
 RC2709'COMMUNITY OF MT. HOOD AND A GENEREL STORE.  TURN RIGHT TOWARD
 RC2709'PARKDALE AND GO 1.7 MILES TO A STOP SIGN AND FLASHER LIGHTS.  GO
 RC2709'STRAIGHT (SOUTHERLY) FOR 0.75 MILE TO THE STATION ON THE LEFT.
 RC2709'
 RC2709'THE STATION IS A 3-1/4 INCH DIAMETER ALUMINUM SURVEY DISK STAMPED---
 RC2709'---USDA-FS GPS/BM 1S10E5 1987---SET ON THE TOP OF A 2-1/2 INCH
 RC2709'DIAMETER 30 INCH LONG ALUMINUM PIPE MONUMENT SET OVER THE TOP OF A
 RC2709'5-1/2 FOOT LONG STEEL FENCE POST DRIVEN IN THE GROUND.  THE HOLE
 RC2709'AROUND THE PIPE MONUMNET HAS BEEN FILLED WITH CONCRETE.  IT IS 29.5
 RC2709'FEET EAST OF THE CENTERLINE OF COOPER SPUR ROAD, 18.0 FEET SOUTH
 RC2709'SOUTHEAST OF POWER POLE 8A25, 1.5 FEET SOUTHEAST AND NORTHEAST OF
 RC2709'STEEL FENCE POSTS.  THE MONUMENT IS FLUSH WITH THE GROUND.  NO
 RC2709'REFERENCE MARKS WERE SET.
 RC2709'
 RC2709'THIS STATION SUITABLE FOR GPS SURVEYS.
 RC2709
 RC2709                          STATION RECOVERY (2000)
 RC2709
 RC2709'RECOVERY NOTE BY WASCO COUNTY OREGON 2000 (DGI)
 RC2709'RECOVERED AS DESCRIBED
 RC2709' 
 RC2709'
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2710 ***********************************************************************
 RC2710  DESIGNATION -  1 S 11 E 4
 RC2710  PID         -  RC2710
 RC2710  STATE/COUNTY-  OR/WASCO
 RC2710  USGS QUAD   -  FIVEMILE BUTTE (1996)
 RC2710
 RC2710                         *CURRENT SURVEY CONTROL
 RC2710  ___________________________________________________________________
 RC2710* NAD 83(2007)-  45 29 55.16900(N)    121 26 21.18361(W)     ADJUSTED  
 RC2710* NAVD 88     -      1001.0    (meters)    3284.     (feet)  VERTCON   
 RC2710  ___________________________________________________________________
 RC2710  EPOCH DATE  -        2007.00
 RC2710  X           -  -2,336,176.842 (meters)                     COMP
 RC2710  Y           -  -3,821,387.867 (meters)                     COMP
 RC2710  Z           -   4,527,063.511 (meters)                     COMP
 RC2710  LAPLACE CORR-          -4.34  (seconds)                    DEFLEC99
 RC2710  ELLIP HEIGHT-         979.824 (meters)          (02/10/07) ADJUSTED
 RC2710  GEOID HEIGHT-         -20.98  (meters)                     GEOID03
 RC2710
 RC2710  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 RC2710  Type    PID    Designation                      North   East  Ellip
 RC2710  -------------------------------------------------------------------
 RC2710  NETWORK RC2710 1 S 11 E 4                        0.84   0.90   2.74
 RC2710  -------------------------------------------------------------------
 RC2710
 RC2710.The horizontal coordinates were established by GPS observations
 RC2710.and adjusted by the National Geodetic Survey in February 2007.
 RC2710
 RC2710.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 RC2710.See www.ngs.noaa.gov/NationalReadjustment for more information.
 RC2710.The horizontal coordinates are valid at the epoch date displayed above.
 RC2710.The epoch date for horizontal control is a decimal equivalence
 RC2710.of Year/Month/Day.
 RC2710
 RC2710.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC2710.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC2710
 RC2710.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RC2710
 RC2710.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2710
 RC2710.The ellipsoidal height was determined by GPS observations
 RC2710.and is referenced to NAD 83.
 RC2710
 RC2710.The geoid height was determined by GEOID03.
 RC2710
 RC2710;                    North         East     Units Scale Factor Converg.
 RC2710;SPC OR N     -   204,001.853 2,426,598.998   MT  0.99991114   -0 39 57.9
 RC2710;SPC OR N     -   669,297.42  7,961,282.80   iFT  0.99991114   -0 39 57.9
 RC2710;UTM  10      - 5,039,532.169   621,941.587   MT  0.99978282   +1 06 48.0
 RC2710
 RC2710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2710!SPC OR N     -   0.99984641  x   0.99991114  =   0.99975756
 RC2710!UTM  10      -   0.99984641  x   0.99978282  =   0.99962926
 RC2710
 RC2710                          SUPERSEDED SURVEY CONTROL
 RC2710
 RC2710  NAD 83(1998)-  45 29 55.16830(N)    121 26 21.18433(W) AD(       ) 2
 RC2710  ELLIP H (06/26/02)  979.811  (m)                       GP(       ) 4 1
 RC2710  NAD 83(1991)-  45 29 55.16555(N)    121 26 21.18305(W) AD(       ) 2
 RC2710  ELLIP H (10/15/91)  979.973  (m)                       GP(       ) 4 1
 RC2710  NAD 83(1986)-  45 29 55.17908(N)    121 26 21.17940(W) AD(       ) 2
 RC2710  NGVD 29 (08/07/90) 1000.0    (m)         3281.     (f) GPS OBS     3  
 RC2710
 RC2710.Superseded values are not recommended for survey control.
 RC2710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2710.See file dsdata.txt to determine how the superseded data were derived.
 RC2710
 RC2710_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR2194239532(NAD 83)
 RC2710_MARKER: DD = SURVEY DISK
 RC2710_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 RC2710_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 RC2710_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC2710_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RC2710+SATELLITE: SATELLITE OBSERVATIONS - 1987
 RC2710
 RC2710  HISTORY     - Date     Condition        Report By
 RC2710  HISTORY     - 1987     MONUMENTED       USFS
 RC2710
 RC2710                          STATION DESCRIPTION
 RC2710
 RC2710'DESCRIBED BY US FOREST SERVICE 1987 (KC)
 RC2710'THE STATION IS LOCATED ABOUT 16 MILES NORTHWEST OF DUFUR, 14 MILES
 RC2710'SOUTH SOUTHEAST OF HOOD RIVER AND 13 MILES SOUTHWEST OF THE DALLES ON
 RC2710'THE CREST OF MILL CREEK RIDGE.
 RC2710'
 RC2710'TO REACH THE STATION FROM EXIT 64 ON INTERSTATE 84 AT HOOD RIVER, EXIT
 RC2710'THE FREEWAY AND TURN SOUTH, GO LESS THAN 0.1 MILE TO A T JUNCTION.
 RC2710'TURN RIGHT AND FOLLOW STATE HIGHWAY 35 FOR 0.25 MILE TO A STOP SIGN,
 RC2710'CONTINUE STRAIGHT FOR 9.8 MILES TO PINEMONT DRIVE. TURN LEFT AND GO
 RC2710'EASTERLY AND FOLLOW THE PAVEMENT FOR 7.7 MILES TO A JUNCTION. TURN
 RC2710'LEFT ONTO GRAVEL ROAD 1710 AND GO 0.1 MILE TO A T JUNCTION,TURN RIGHT
 RC2710'ONTO ROAD 1711 AND FOLLOW IT FOR 0.9 MILE TO A JUNCTION OF THREE ROADS
 RC2710'AND GO STRAIGHT ON THE MIDDLE ROAD  (RELATIVELY ROUGH) FOR 1.0 MILE
 RC2710'TO THE JUNCTION OF ROAD 630. TURN RIGHT  AND FOLLOW ROAD 630 FOR 2.6
 RC2710'MILES TO A JUNCTION, TURN LEFT ONTO ROAD 193 AND GO 0.8 MILE TO A Y
 RC2710'JUNCTION. TURN RIGHT UP A STEEP TRACK ROAD TO THE TOP OF A GRASSY HILL
 RC2710'FOR 0.1 MILE. THE STATION IS AT THE HIGHEST POINT OF THIS HILL INSIDE
 RC2710'A WOODEN TRIANGLE FLUSH WITH THE GROUND.
 RC2710'
 RC2710'THE STATION IS A 3 INCH DIAMETER BRONZE SURVEY DISK STAMPED---USDA-FS
 RC2710'1S11E4 1987---SET IN THE TOP OF AN 8  INCH DIAMETER 10 INCH LONG
 RC2710'CONCRETE POST POURED INTO THE EXPOSED ROCK. IT IS 9.8 FEET SOUTH
 RC2710'SOUTHEAST OF A STEEL FENCE POST. THE MONUMENT IS FLUSH WITH THE
 RC2710'GROUND. NO REFERENCE MARKS WERE SET.
 RC2710'
 RC2710'THIS STATION SUITABLE FOR GPS SURVEYS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2711 ***********************************************************************
 RC2711  DESIGNATION -  1 S 12 E 8
 RC2711  PID         -  RC2711
 RC2711  STATE/COUNTY-  OR/WASCO
 RC2711  USGS QUAD   -  BROWN CREEK (1994)
 RC2711
 RC2711                         *CURRENT SURVEY CONTROL
 RC2711  ___________________________________________________________________
 RC2711* NAD 83(2007)-  45 30 15.83312(N)    121 20 14.68147(W)     ADJUSTED  
 RC2711* NAVD 88     -       727.3    (meters)    2386.     (feet)  VERTCON   
 RC2711  ___________________________________________________________________
 RC2711  EPOCH DATE  -        2007.00
 RC2711  X           -  -2,329,046.653 (meters)                     COMP
 RC2711  Y           -  -3,824,980.306 (meters)                     COMP
 RC2711  Z           -   4,527,315.468 (meters)                     COMP
 RC2711  LAPLACE CORR-          -3.40  (seconds)                    DEFLEC99
 RC2711  ELLIP HEIGHT-         706.100 (meters)          (02/10/07) ADJUSTED
 RC2711  GEOID HEIGHT-         -21.11  (meters)                     GEOID03
 RC2711
 RC2711  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 RC2711  Type    PID    Designation                      North   East  Ellip
 RC2711  -------------------------------------------------------------------
 RC2711  NETWORK RC2711 1 S 12 E 8                        0.73   0.80   2.37
 RC2711  -------------------------------------------------------------------
 RC2711
 RC2711.The horizontal coordinates were established by GPS observations
 RC2711.and adjusted by the National Geodetic Survey in February 2007.
 RC2711
 RC2711.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 RC2711.See www.ngs.noaa.gov/NationalReadjustment for more information.
 RC2711.The horizontal coordinates are valid at the epoch date displayed above.
 RC2711.The epoch date for horizontal control is a decimal equivalence
 RC2711.of Year/Month/Day.
 RC2711
 RC2711.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC2711.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC2711
 RC2711.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RC2711
 RC2711.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2711
 RC2711.The ellipsoidal height was determined by GPS observations
 RC2711.and is referenced to NAD 83.
 RC2711
 RC2711.The geoid height was determined by GEOID03.
 RC2711
 RC2711;                    North         East     Units Scale Factor Converg.
 RC2711;SPC OR N     -   204,552.238 2,434,561.582   MT  0.99991172   -0 35 38.0
 RC2711;SPC OR N     -   671,103.14  7,987,406.77   iFT  0.99991172   -0 35 38.0
 RC2711;UTM  10      - 5,040,329.486   629,882.312   MT  0.99980741   +1 11 09.9
 RC2711
 RC2711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2711!SPC OR N     -   0.99988931  x   0.99991172  =   0.99980104
 RC2711!UTM  10      -   0.99988931  x   0.99980741  =   0.99969674
 RC2711
 RC2711                          SUPERSEDED SURVEY CONTROL
 RC2711
 RC2711  NAD 83(1998)-  45 30 15.83241(N)    121 20 14.68226(W) AD(       ) 2
 RC2711  ELLIP H (06/26/02)  706.092  (m)                       GP(       ) 4 1
 RC2711  NAD 83(1991)-  45 30 15.82964(N)    121 20 14.68108(W) AD(       ) 2
 RC2711  ELLIP H (10/15/91)  706.237  (m)                       GP(       ) 4 1
 RC2711  NAD 83(1986)-  45 30 15.84271(N)    121 20 14.67646(W) AD(       ) 2
 RC2711  NGVD 29 (08/07/90)  726.2    (m)         2383.     (f) GPS OBS     3  
 RC2711
 RC2711.Superseded values are not recommended for survey control.
 RC2711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2711.See file dsdata.txt to determine how the superseded data were derived.
 RC2711
 RC2711_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR2988240329(NAD 83)
 RC2711_MARKER: DD = SURVEY DISK
 RC2711_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 RC2711_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC2711_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RC2711+SATELLITE: SATELLITE OBSERVATIONS - 1987
 RC2711
 RC2711  HISTORY     - Date     Condition        Report By
 RC2711  HISTORY     - 1987     MONUMENTED       USFS
 RC2711
 RC2711                          STATION DESCRIPTION
 RC2711
 RC2711'DESCRIBED BY US FOREST SERVICE 1987 (KC)
 RC2711'THE STATION IS LOCATED ABOUT 16 MILES SOUTHEAST OF HOOD RIVER, 13
 RC2711'MILES WEST NORTHWEST OF DUFUR AND 9.5 MILES SOUTHWEST OF THE DALLES.
 RC2711'IT IS ALONG A COUNTY ROAD RIGHT OF WAY.
 RC2711'
 RC2711'TO REACH THE STATION FROM EXIT 85 OF INTERSTATE 84 IN THE DALLES,
 RC2711'EXIT THE INTERSTATE AND GO SOUTH FOR 0.2 MILE, TURN RIGHT AT THE END
 RC2711'OF THE BRIDGE AND GO 0.2 MILE TO THE JUNCTION OF BREWERY GRADE ROAD.
 RC2711'DOUBLE BACK TO THE LEFT AND CLIMB HILL FOR 0.3 MILE TO THE JUNCTION
 RC2711'OF DRY HOLLOW ROAD (AT THE TOP OF THE GRADE).  TURN RIGHT AND FOLLOW
 RC2711'DRY HOLLOW ROAD FOR 1.2 MILES TO A JUNCTION, KEEP RIGHT AND CONTINUE
 RC2711'ON DRY HOLLOW ROAD FOR 0.8 MILE TO A JUNCTION, KEEP LEFT CONTINUING
 RC2711'ON DRY HOLLOW ROAD FOR 0.8 MILE TO ANOTHER JUNCTION. STAY LEFT ON
 RC2711'DRY HOLLOW ROAD AND GO 1.4 MILES TO THE JUNCTION WITH THREE MILE ROAD.
 RC2711'BEAR RIGHT ON THREE MILE ROAD AND TRAVEL 9.1 MILES TO THE JUNCTION
 RC2711'OF SKYLINE ROAD.  THE STATION IS ON THE RIGHT SIDE OF THE ROAD IN THE
 RC2711'ACUTE ANGLE OF THE ROAD JUNCTIONS.
 RC2711'
 RC2711'THE STATION IS A 3-1/4 INCH STANDARD USDA/USFS ALUMINUM SURVEY DISK
 RC2711'STAMPED---GPS 1S12E8 1987---SET ON TOP OF A 3/4 INCH, 4 FOOT LONG
 RC2711'ALUMINUM ROD DRIVEN IN THE GROUND.  A MASS OF CONCRETE SURROUNDS THE
 RC2711'TOP PORTION OF THE ROD AND DISK.  IT IS 68.6 FEET NORTHWEST OF A THREE
 RC2711'POST FENCE CORNER, 9.1 FEET SOUTHEAST OF A RAILROAD TIE FENCE CORNER
 RC2711'POST, 1.5 FEET SOUTH SOUTHEAST OF AN ORANGE FLEXIBLE WITNESS POST,
 RC2711'AND 1.5 FEET NORTHEAST AND 1.5 FEET NORTHWEST OF STEEL FENCE POSTS.
 RC2711'THE MONUMENT IS FLUSH WITH THE GROUND. NO REFERENCE MARKS WERE SET.
 RC2711'
 RC2711'THIS MONUMENT IS SUITABLE FOR GPS SURVEYS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2712 ***********************************************************************
 RC2712  DESIGNATION -  1 S 13 E 8
 RC2712  PID         -  RC2712
 RC2712  STATE/COUNTY-  OR/WASCO
 RC2712  USGS QUAD   -  THE DALLES SOUTH (1994)
 RC2712
 RC2712                         *CURRENT SURVEY CONTROL
 RC2712  ___________________________________________________________________
 RC2712* NAD 83(2007)-  45 30 08.26496(N)    121 12 34.44887(W)     ADJUSTED  
 RC2712* NAVD 88     -       580.1    (meters)    1903.     (feet)  GPS OBS   
 RC2712  ___________________________________________________________________
 RC2712  EPOCH DATE  -        2007.00
 RC2712  X           -  -2,320,539.201 (meters)                     COMP
 RC2712  Y           -  -3,830,221.824 (meters)                     COMP
 RC2712  Z           -   4,527,046.690 (meters)                     COMP
 RC2712  LAPLACE CORR-          -2.78  (seconds)                    DEFLEC99
 RC2712  ELLIP HEIGHT-         558.888 (meters)          (02/10/07) ADJUSTED
 RC2712  GEOID HEIGHT-         -21.23  (meters)                     GEOID03
 RC2712
 RC2712  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 RC2712  Type    PID    Designation                      North   East  Ellip
 RC2712  -------------------------------------------------------------------
 RC2712  NETWORK RC2712 1 S 13 E 8                        0.47   0.33   1.51
 RC2712  -------------------------------------------------------------------
 RC2712
 RC2712.The horizontal coordinates were established by GPS observations
 RC2712.and adjusted by the National Geodetic Survey in February 2007.
 RC2712
 RC2712.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 RC2712.See www.ngs.noaa.gov/NationalReadjustment for more information.
 RC2712.The horizontal coordinates are valid at the epoch date displayed above.
 RC2712.The epoch date for horizontal control is a decimal equivalence
 RC2712.of Year/Month/Day.
 RC2712
 RC2712.The orthometric height was determined by GPS observations and a
 RC2712.high-resolution geoid model.
 RC2712
 RC2712.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RC2712
 RC2712.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2712
 RC2712.The ellipsoidal height was determined by GPS observations
 RC2712.and is referenced to NAD 83.
 RC2712
 RC2712.The geoid height was determined by GEOID03.
 RC2712
 RC2712;                    North         East     Units Scale Factor Converg.
 RC2712;SPC OR N     -   204,222.973 2,444,549.325   MT  0.99991151   -0 30 11.6
 RC2712;SPC OR N     -   670,022.88  8,020,174.95   iFT  0.99991151   -0 30 11.6
 RC2712;UTM  10      - 5,040,310.661   639,874.585   MT  0.99984055   +1 16 38.2
 RC2712
 RC2712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2712!SPC OR N     -   0.99991239  x   0.99991151  =   0.99982390
 RC2712!UTM  10      -   0.99991239  x   0.99984055  =   0.99975295
 RC2712
 RC2712                          SUPERSEDED SURVEY CONTROL
 RC2712
 RC2712  NAD 83(1998)-  45 30 08.26424(N)    121 12 34.44978(W) AD(       ) B
 RC2712  ELLIP H (02/26/02)  558.882  (m)                       GP(       ) 3 2
 RC2712  NAD 83(1991)-  45 30 08.26134(N)    121 12 34.44818(W) AD(       ) 2
 RC2712  ELLIP H (10/15/91)  559.002  (m)                       GP(       ) 4 1
 RC2712  NAD 83(1986)-  45 30 08.27419(N)    121 12 34.44278(W) AD(       ) 2
 RC2712  NGVD 29 (08/07/90)  579.1    (m)         1900.     (f) GPS OBS     3  
 RC2712
 RC2712.Superseded values are not recommended for survey control.
 RC2712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2712.See file dsdata.txt to determine how the superseded data were derived.
 RC2712
 RC2712_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR3987540311(NAD 83)
 RC2712_MARKER: DD = SURVEY DISK
 RC2712_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 RC2712_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 RC2712_STAMPING: GPS 1S 13E 8 1987
 RC2712_MARK LOGO: USFS  
 RC2712_MAGNETIC: N = NO MAGNETIC MATERIAL
 RC2712_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC2712_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RC2712+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2000
 RC2712
 RC2712  HISTORY     - Date     Condition        Report By
 RC2712  HISTORY     - 1987     MONUMENTED       USFS
 RC2712  HISTORY     - 20001010 GOOD             OR-065
 RC2712
 RC2712                          STATION DESCRIPTION
 RC2712
 RC2712'DESCRIBED BY US FOREST SERVICE 1987 (KC)
 RC2712'THE STATION IS LOCATED ABOUT 21 MILE SOUTHEAST OF HOOD RIVER, 7.0
 RC2712'MILES SOUTH OF THE DALLES AND 7.0 MILES NORTHWEST OF DUFUR ALONG A
 RC2712'COUNTY ROAD RIGHT OF WAY.
 RC2712'
 RC2712'TO REACH THE STATION FROM EXIT 87 ON INTERSTATE 84, EXIT THE FREEWAY
 RC2712'ANG GO SOUTH FOR 0.25 MILE TO THE STOP SIGN.  TURN LEFT ON U.S.
 RC2712'HIGHWAY 197 AND GO SOUTHERLY FOR 6.4 MILES TO THE JUNCTION OF EIGHT
 RC2712'MILE ROAD .  TURN RIGHT AND GO 0.8 MILE TO THE INTERSECTION WITH
 RC2712'JAPANESE HOLLOW ROAD.  TURN RIGHT AND GO 0.9 MILE TO A JUNCTION.
 RC2712'STAY ON THE  PAVEMENT AND FOLLOW JAPANESE HOLLOW ROAD 3.0 MILES TO THE
 RC2712'END OF THE PAVEMENT.  CONTINUE FOR 3.0 MILES TO A T JUNCTION.  TURN
 RC2712'RIGHT ONTO PLEASANT RIDGE ROAD AND GO 0.7 MILE TO THE MONUNENT ON THE
 RC2712'LEFT ABOUT 0.17 MILE BEFORE REACHING A SWITCHBACK IN THE ROAD.
 RC2712'
 RC2712'THE STATION IS A STANDARD USDA/USFS 3-1/4 INCH DIAMETER BRONZE SURVEY
 RC2712'DISK STAMPED---GPS 1S13E8 1987---SET ON THE TOP OF A 2-1/2 INCH
 RC2712'DIAMETER 30 INCH LONG STAINLESS STEEL PIPE MONUMENT SURROUNDED
 RC2712'BY A MASS OF CONCRETE.  IT IS 51 FEET SOUTHWEST OF A SCRUB OAK, 46
 RC2712'FEET SOUTH OF A SCRUB OAK, 26.5 FEET NORTHWEST OF THE CENTERLINE OF
 RC2712'PLEASANT RIDGE ROAD, 18.5 FEET SOUTH OF A WOOD FENCE POST, 13.0 FEET
 RC2712'SOUTHEAST OF A BARBED WIRE FENCE AND 1.8 FEET NORTHWEST OF A STEEL
 RC2712'FENCE POST.  THE MONUMENT PROJECTS 0.3 FOOT ABOVE GROUND.  NO
 RC2712'REFERENCE MARKS WERE SET.
 RC2712'
 RC2712'THIS STATION SUITABLE FOR GPS SURVEYS.
 RC2712
 RC2712                          STATION RECOVERY (2000)
 RC2712
 RC2712'RECOVERY NOTE BY WASCO COUNTY OREGON 2000 (DGI)
 RC2712'RECOVERED AS DESCRIBED
 RC2712'
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD4206 ***********************************************************************
 RD4206  DESIGNATION -  1 S 3 E 10
 RD4206  PID         -  RD4206
 RD4206  STATE/COUNTY-  OR/MULTNOMAH
 RD4206  USGS QUAD   -  DAMASCUS (1984)
 RD4206
 RD4206                         *CURRENT SURVEY CONTROL
 RD4206  ___________________________________________________________________
 RD4206* NAD 83(2007)-  45 29 52.32452(N)    122 25 47.80601(W)     ADJUSTED  
 RD4206* NAVD 88     -        98.70   (+/-2cm)     323.8    (feet)  VERTCON   
 RD4206  ___________________________________________________________________
 RD4206  EPOCH DATE  -        2007.00
 RD4206  X           -  -2,401,595.532 (meters)                     COMP
 RD4206  Y           -  -3,779,940.732 (meters)                     COMP
 RD4206  Z           -   4,526,357.215 (meters)                     COMP
 RD4206  LAPLACE CORR-           2.08  (seconds)                    DEFLEC99
 RD4206  ELLIP HEIGHT-          75.855 (meters)          (02/10/07) ADJUSTED
 RD4206  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 RD4206
 RD4206  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 RD4206  Type    PID    Designation                      North   East  Ellip
 RD4206  -------------------------------------------------------------------
 RD4206  NETWORK RD4206 1 S 3 E 10                        0.90   1.04   2.90
 RD4206  -------------------------------------------------------------------
 RD4206  VERT ORDER  -  THIRD ? (See Below)
 RD4206
 RD4206.The horizontal coordinates were established by GPS observations
 RD4206.and adjusted by the National Geodetic Survey in February 2007.
 RD4206
 RD4206.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 RD4206.See www.ngs.noaa.gov/NationalReadjustment for more information.
 RD4206.The horizontal coordinates are valid at the epoch date displayed above.
 RD4206.The epoch date for horizontal control is a decimal equivalence
 RD4206.of Year/Month/Day.
 RD4206
 RD4206.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD4206.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD4206.The vertical order pertains to the NGVD 29 superseded value.
 RD4206
 RD4206.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RD4206
 RD4206.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD4206
 RD4206.The ellipsoidal height was determined by GPS observations
 RD4206.and is referenced to NAD 83.
 RD4206
 RD4206.The geoid height was determined by GEOID03.
 RD4206
 RD4206;                    North         East     Units Scale Factor Converg.
 RD4206;SPC OR N     -   205,288.863 2,349,181.217   MT  0.99991106   -1 22 07.3
 RD4206;SPC OR N     -   673,519.89  7,707,287.46   iFT  0.99991106   -1 22 07.3
 RD4206;SPC WA S     -    20,134.097   349,154.498   MT  1.00009288   -1 24 06.9
 RD4206;SPC WA S     -    66,056.62  1,145,517.72   sFT  1.00009288   -1 24 06.9
 RD4206;UTM  10      - 5,038,417.663   544,538.156   MT  0.99962439   +0 24 23.7
 RD4206
 RD4206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD4206!SPC OR N     -   0.99998811  x   0.99991106  =   0.99989917
 RD4206!SPC WA S     -   0.99998811  x   1.00009288  =   1.00008099
 RD4206!UTM  10      -   0.99998811  x   0.99962439  =   0.99961250
 RD4206
 RD4206:                Primary Azimuth Mark                     Grid Az
 RD4206:SPC OR N     -  1 S 3 E 3                                357 50 56.8
 RD4206:SPC WA S     -  1 S 3 E 3                                357 52 56.4
 RD4206:UTM  10      -  1 S 3 E 3                                356 04 25.8
 RD4206
 RD4206|---------------------------------------------------------------------|
 RD4206| PID    Reference Object                     Distance      Geod. Az  |
 RD4206|                                                           dddmmss.s |
 RD4206| RD4207 1 S 3 E 3                           APPROX. 1.3 KM 3562849.5 |
 RD4206|---------------------------------------------------------------------|
 RD4206
 RD4206                          SUPERSEDED SURVEY CONTROL
 RD4206
 RD4206  NAD 83(1998)-  45 29 52.32305(N)    122 25 47.80831(W) AD(       ) 2
 RD4206  ELLIP H (06/26/02)   75.863  (m)                       GP(       ) 4 1
 RD4206  NAD 83(1991)-  45 29 52.32108(N)    122 25 47.80905(W) AD(       ) 2
 RD4206  ELLIP H (10/15/91)   76.035  (m)                       GP(       ) 4 1
 RD4206  NAD 83(1986)-  45 29 52.33839(N)    122 25 47.81404(W) AD(       ) 2
 RD4206  NGVD 29 (08/07/90)   97.65   (m)          320.4    (f) LEVELING    3  
 RD4206
 RD4206.Superseded values are not recommended for survey control.
 RD4206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4206.See file dsdata.txt to determine how the superseded data were derived.
 RD4206
 RD4206_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER4453838418(NAD 83)
 RD4206_MARKER: DD = SURVEY DISK
 RD4206_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 RD4206+WITH SETTING: PAVEMENT
 RD4206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD4206+STABILITY: SURFACE MOTION
 RD4206_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD4206+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2004
 RD4206
 RD4206  HISTORY     - Date     Condition        Report By
 RD4206  HISTORY     - 1987     MONUMENTED       USFS
 RD4206  HISTORY     - 19941005 GOOD             USPSQD
 RD4206  HISTORY     - 19991024 GOOD             USPSQD
 RD4206  HISTORY     - 20040728 GOOD             USPSQD
 RD4206
 RD4206                          STATION DESCRIPTION
 RD4206
 RD4206'DESCRIBED BY US FOREST SERVICE 1987 (KC)
 RD4206'THE STATION IS LOCATED IN GRESHAM ALONG THE RIGHT OF WAY OF EAST
 RD4206'POWELL BOULEVARD IN THE SIDEWALK JUST NORTH OF A CITY PARK.
 RD4206'
 RD4206'TO REACH THE STATION FROM THE POST OFFICE IN GRESHAM ON E. POWELL BLVD
 RD4206'GO 1-1/2 BLOCKS EAST ON EAST POWELL BLVD9 (U.S. HIGHWAY 26) TO THE
 RD4206'JUNCTION OF THE CENTELINE OF N.E.ROBERTS AVENUE AND THE SOUTH SIDEWALK
 RD4206'OF E. POWELL BLVD. THE MONUMENT IS 76.9 FEET WEST OF THIS POINT NEAR
 RD4206'THE SOUTH EDGE OF THE SIDEWALK.
 RD4206'
 RD4206'THE STATION IS A 3 INCH DIAMETER SURVEY DISK STAMPED---USDS-FS GPS-BM
 RD4206'1S3E10 1987---CEMENTED IN A DRILL HOLE IN THE SIDEWALK. IT IS ABOUT
 RD4206'250 FEET EAST OF S. MAIN STREET, ABOUT 200 FEET WEST OF S.E. ROBERTS
 RD4206'STREET, 7.2 FEET SOUTH OF THE CURB AND 0.8 FOOT NORTH OF THE SOUTH
 RD4206'EDGE OF THE SIDEWALK. NO REFERENCE MARKS WERE SET.
 RD4206'
 RD4206'THIS STATION SUITABLE FOR GPS SURVEYS.
 RD4206
 RD4206                          STATION RECOVERY (1994)
 RD4206
 RD4206'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD4206'RECOVERED IN GOOD CONDITION.
 RD4206
 RD4206                          STATION RECOVERY (1999)
 RD4206
 RD4206'RECOVERY NOTE BY US POWER SQUADRON 1999
 RD4206'RECOVERED IN GOOD CONDITION.
 RD4206
 RD4206                          STATION RECOVERY (2004)
 RD4206
 RD4206'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 RD4206'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD4207 ***********************************************************************
 RD4207  DESIGNATION -  1 S 3 E 3
 RD4207  PID         -  RD4207
 RD4207  STATE/COUNTY-  OR/MULTNOMAH
 RD4207  USGS QUAD   -  CAMAS (1993)
 RD4207
 RD4207                         *CURRENT SURVEY CONTROL
 RD4207  ___________________________________________________________________
 RD4207* NAD 83(2007)-  45 30 34.44500(N)    122 25 51.49056(W)     ADJUSTED  
 RD4207* NAVD 88     -        94.9    (meters)     311.     (feet)  VERTCON   
 RD4207  ___________________________________________________________________
 RD4207  EPOCH DATE  -        2007.00
 RD4207  X           -  -2,401,164.211 (meters)                     COMP
 RD4207  Y           -  -3,779,112.719 (meters)                     COMP
 RD4207  Z           -   4,527,265.937 (meters)                     COMP
 RD4207  LAPLACE CORR-           2.44  (seconds)                    DEFLEC99
 RD4207  ELLIP HEIGHT-          72.110 (meters)          (02/10/07) ADJUSTED
 RD4207  GEOID HEIGHT-         -22.71  (meters)                     GEOID03
 RD4207
 RD4207  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 RD4207  Type    PID    Designation                      North   East  Ellip
 RD4207  -------------------------------------------------------------------
 RD4207  NETWORK RD4207 1 S 3 E 3                         0.90   1.04   2.88
 RD4207  -------------------------------------------------------------------
 RD4207
 RD4207.The horizontal coordinates were established by GPS observations
 RD4207.and adjusted by the National Geodetic Survey in February 2007.
 RD4207
 RD4207.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 RD4207.See www.ngs.noaa.gov/NationalReadjustment for more information.
 RD4207.The horizontal coordinates are valid at the epoch date displayed above.
 RD4207.The epoch date for horizontal control is a decimal equivalence
 RD4207.of Year/Month/Day.
 RD4207
 RD4207.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD4207.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD4207
 RD4207.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RD4207
 RD4207.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD4207
 RD4207.The ellipsoidal height was determined by GPS observations
 RD4207.and is referenced to NAD 83.
 RD4207
 RD4207.The geoid height was determined by GEOID03.
 RD4207
 RD4207;                    North         East     Units Scale Factor Converg.
 RD4207;SPC OR N     -   206,590.660 2,349,132.325   MT  0.99991225   -1 22 09.9
 RD4207;SPC OR N     -   677,790.88  7,707,127.05   iFT  0.99991225   -1 22 09.9
 RD4207;SPC WA S     -    21,436.155   349,106.352   MT  1.00008907   -1 24 09.5
 RD4207;SPC WA S     -    70,328.45  1,145,359.76   sFT  1.00008907   -1 24 09.5
 RD4207;UTM  10      - 5,039,716.946   544,448.982   MT  0.99962429   +0 24 21.4
 RD4207
 RD4207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD4207!SPC OR N     -   0.99998869  x   0.99991225  =   0.99990095
 RD4207!SPC WA S     -   0.99998869  x   1.00008907  =   1.00007776
 RD4207!UTM  10      -   0.99998869  x   0.99962429  =   0.99961299
 RD4207
 RD4207:                Primary Azimuth Mark                     Grid Az
 RD4207:SPC OR N     -  1 S 3 E 10                               177 50 56.8
 RD4207:SPC WA S     -  1 S 3 E 10                               177 52 56.4
 RD4207:UTM  10      -  1 S 3 E 10                               176 04 25.5
 RD4207
 RD4207|---------------------------------------------------------------------|
 RD4207| PID    Reference Object                     Distance      Geod. Az  |
 RD4207|                                                           dddmmss.s |
 RD4207| RD4206 1 S 3 E 10                          APPROX. 1.3 KM 1762846.9 |
 RD4207|---------------------------------------------------------------------|
 RD4207
 RD4207                          SUPERSEDED SURVEY CONTROL
 RD4207
 RD4207  NAD 83(1998)-  45 30 34.44348(N)    122 25 51.49280(W) AD(       ) 2
 RD4207  ELLIP H (06/26/02)   72.118  (m)                       GP(       ) 4 1
 RD4207  NAD 83(1991)-  45 30 34.44151(N)    122 25 51.49352(W) AD(       ) 2
 RD4207  ELLIP H (10/15/91)   72.291  (m)                       GP(       ) 4 1
 RD4207  NAD 83(1986)-  45 30 34.45883(N)    122 25 51.49852(W) AD(       ) 2
 RD4207  NGVD 29 (08/07/90)   93.9    (m)          308.     (f) GPS OBS     3  
 RD4207
 RD4207.Superseded values are not recommended for survey control.
 RD4207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4207.See file dsdata.txt to determine how the superseded data were derived.
 RD4207
 RD4207_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER4444939717(NAD 83)
 RD4207_MARKER: DD = SURVEY DISK
 RD4207_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 RD4207_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 RD4207_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD4207_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD4207+SATELLITE: SATELLITE OBSERVATIONS - 1987
 RD4207
 RD4207  HISTORY     - Date     Condition        Report By
 RD4207  HISTORY     - 1987     MONUMENTED       USFS
 RD4207  HISTORY     - 19941005 MARK NOT FOUND   USPSQD
 RD4207  HISTORY     - 20040828 MARK NOT FOUND   USPSQD
 RD4207
 RD4207                          STATION DESCRIPTION
 RD4207
 RD4207'DESCRIBED BY US FOREST SERVICE 1987 (KC)
 RD4207'THE SATION IS LOCATED ABOUT 10 MILES EAST OF PORTLAND IN GESHAM ALONG
 RD4207'EAST BURNSIDE AND NORTH MAIN STREET.
 RD4207'
 RD4207'TO REACH THE STATION FROM THE INTERSECTION OF EAST BURNSIDE AND NORTH
 RD4207'MAIN STREET IN GRESHAM GO ABOUT 250 FT NORTH OF THE INTERSECTION TO A
 RD4207'CONCRETE BOX CULVERT ON AN ABANDONED PORTION OF NORTH MAIN STREET.
 RD4207'THIS IS ABOUT TWO BLOCKS NORTH OF THE GRESHAM HIGH SCHOOL.
 RD4207'
 RD4207'THE STATION IS A 3 INCH DIAMETER BRONZE SURVEY DISK SET IN CONCRETE
 RD4207'IN A HOLE CHIPPED THROUGH THE ASAPHALT SURFACE OF THE OLD ROADBED
 RD4207'STAMPED---USDA-FS GPS 1S3E3 1987---.  IT IS 61.5 NNW OF  POLE NO. 5003
 RD4207'11.8  FEET SOUTHWEST OF THE NORTH END OF THE EAST RAILING OF THE BOX
 RD4207'CULVERT, 10.6 FEET SW OF A USC+GS AND STATE SURVEY MONUMENT---FARD---
 RD4207'4.3 FEET WEST OF THE EAST EDGE OF THE PAVEMENT AND 1.0 FOOT NORTH OF
 RD4207'SOUTH EDGE OF THE 4 BY 6 FOOT BOX CULVERT. THE MONUMENT IS FLUSH WITH
 RD4207'THE ASAPHALT. NO REFERENCE MARKS WERE SET.
 RD4207'
 RD4207'THIS STATION SUITABLE FOR GPS SURVEYS.
 RD4207
 RD4207                          STATION RECOVERY (1994)
 RD4207
 RD4207'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD4207'MARK NOT FOUND.
 RD4207
 RD4207                          STATION RECOVERY (2004)
 RD4207
 RD4207'RECOVERY NOTE BY US POWER SQUADRON 2004 (DLM)
 RD4207'AREA NOW COVERED BY ASPHALT PARKING LOT. LOCATION WHERE MARK SHOULD BE
 RD4207'LOCATED HAS A NAIL IN THE ASPHALT SURROUNDED BY A PAINTED ORANGE
 RD4207'CIRCLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD4208 ***********************************************************************
 RD4208  DESIGNATION -  1 S 4 E 3
 RD4208  PID         -  RD4208
 RD4208  STATE/COUNTY-  OR/MULTNOMAH
 RD4208  USGS QUAD   -  WASHOUGAL (1994)
 RD4208
 RD4208                         *CURRENT SURVEY CONTROL
 RD4208  ___________________________________________________________________
 RD4208* NAD 83(2007)-  45 31 08.01643(N)    122 17 48.70260(W)     ADJUSTED  
 RD4208* NAVD 88     -       219.6    (meters)     720.     (feet)  VERTCON   
 RD4208  ___________________________________________________________________
 RD4208  EPOCH DATE  -        2007.00
 RD4208  X           -  -2,391,963.868 (meters)                     COMP
 RD4208  Y           -  -3,784,171.558 (meters)                     COMP
 RD4208  Z           -   4,528,081.372 (meters)                     COMP
 RD4208  LAPLACE CORR-           5.56  (seconds)                    DEFLEC99
 RD4208  ELLIP HEIGHT-         197.074 (meters)          (02/10/07) ADJUSTED
 RD4208  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 RD4208
 RD4208  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 RD4208  Type    PID    Designation                      North   East  Ellip
 RD4208  -------------------------------------------------------------------
 RD4208  NETWORK RD4208 1 S 4 E 3                         1.45   1.25   3.08
 RD4208  -------------------------------------------------------------------
 RD4208
 RD4208.The horizontal coordinates were established by GPS observations
 RD4208.and adjusted by the National Geodetic Survey in February 2007.
 RD4208
 RD4208.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 RD4208.See www.ngs.noaa.gov/NationalReadjustment for more information.
 RD4208.The horizontal coordinates are valid at the epoch date displayed above.
 RD4208.The epoch date for horizontal control is a decimal equivalence
 RD4208.of Year/Month/Day.
 RD4208
 RD4208.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD4208.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD4208
 RD4208.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RD4208
 RD4208.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD4208
 RD4208.The ellipsoidal height was determined by GPS observations
 RD4208.and is referenced to NAD 83.
 RD4208
 RD4208.The geoid height was determined by GEOID03.
 RD4208
 RD4208;                    North         East     Units Scale Factor Converg.
 RD4208;SPC OR N     -   207,385.019 2,359,631.491   MT  0.99991323   -1 16 27.5
 RD4208;SPC OR N     -   680,397.04  7,741,573.13   iFT  0.99991323   -1 16 27.5
 RD4208;SPC WA S     -    22,224.774   359,607.797   MT  1.00008607   -1 18 18.8
 RD4208;SPC WA S     -    72,915.78  1,179,813.25   sFT  1.00008607   -1 18 18.8
 RD4208;UTM  10      - 5,040,835.939   554,915.537   MT  0.99963708   +0 30 06.1
 RD4208
 RD4208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD4208!SPC OR N     -   0.99996910  x   0.99991323  =   0.99988234
 RD4208!SPC WA S     -   0.99996910  x   1.00008607  =   1.00005517
 RD4208!UTM  10      -   0.99996910  x   0.99963708  =   0.99960620
 RD4208
 RD4208                          SUPERSEDED SURVEY CONTROL
 RD4208
 RD4208  NAD 83(1998)-  45 31 08.01434(N)    122 17 48.70402(W) AD(       ) 2
 RD4208  ELLIP H (06/26/02)  197.071  (m)                       GP(       ) 4 1
 RD4208  NAD 83(1991)-  45 31 08.01165(N)    122 17 48.70393(W) AD(       ) 2
 RD4208  ELLIP H (10/15/91)  197.252  (m)                       GP(       ) 4 1
 RD4208  NAD 83(1986)-  45 31 08.02722(N)    122 17 48.70697(W) AD(       ) 2
 RD4208  NGVD 29 (08/07/90)  218.5    (m)          717.     (f) GPS OBS     3  
 RD4208
 RD4208.Superseded values are not recommended for survey control.
 RD4208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4208.See file dsdata.txt to determine how the superseded data were derived.
 RD4208
 RD4208_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER5491640836(NAD 83)
 RD4208_MARKER: DD = SURVEY DISK
 RD4208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD4208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD4208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD4208+STABILITY: SURFACE MOTION
 RD4208_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD4208+SATELLITE: SATELLITE OBSERVATIONS - 1987
 RD4208
 RD4208  HISTORY     - Date     Condition        Report By
 RD4208  HISTORY     - 1955     MONUMENTED       OR-051
 RD4208  HISTORY     - 1987     GOOD             USFS
 RD4208
 RD4208                          STATION DESCRIPTION
 RD4208
 RD4208'DESCRIBED BY US FOREST SERVICE 1987 (KC)
 RD4208'THE STATION IS LOCATED ABOUT  6.5 MILES EAST NORTHEAST OF GRESHAM,
 RD4208'1.6 MILES EAST OF SPRINGDALE AND 1.0 MILES SOUTH OF CORBETT.  THE
 RD4208'MONUMENT IS THE NORTHEAST BOUNDARY CORNER MONUMENT OF THE MOUNTAIN
 RD4208'VIEW CEMETARY AND IS IN THE WESTBOUND LANE OF CEMETARY ROAD.
 RD4208'
 RD4208'TO REACH THE STATION FROM THE JUNCTION OF CROWN POINT HIGHWAY(SCENIC
 RD4208'LOOP HIGHWAY) AND EVANS ROAD IN CORBETT AT THE CORBETT GRADE SCHOOL
 RD4208'GO SOUTHERLY ON EVANS ROAD FOR 1.05 MILES TO THE JUNCTION OF MOUNTAIN
 RD4208'VIEW CEMETARY ROAD ON THE RIGHT.  TURN RIGHT AND GO WESTERLY ON THIS
 RD4208'NARROW ROAD FOR 0.1 MILE TO THE EAST EDGE OF THE CEMETERY AND THE
 RD4208'STATION BURIED IN THE GRAVEL ROAD.
 RD4208'
 RD4208'THE STATION IS A STANDARD MULTNOMAH COUNTY  4 INCH DIAMETER
 RD4208'SURVEY DISK STAMPED---1955 NE COR M-T VIEW---SET IN THE TOP OF A
 RD4208'CONCRETE MONUMENT.  IT IS 133 FEET NORTHEAST OF A ONE FOOT SQUARE
 RD4208'4-1/2 FOOT HIGH TOMBSTONE OF THOMAS LOUDON 1840-1899, 132 FEET EAST OF
 RD4208'A SPRUCE TREE ON THE SOUTH SIDE OF THE ROAD, 17.9 FEET NORTH OF THE
 RD4208'NORTHEAST WOOD GUARD POST ON THE EAST BOUNDARY OF THE CEMETARY, 8.0
 RD4208'FEET NORTH AND 3.0 FEET SOUTH OF THE EDGES OF THE GRAVEL ROAD.  THE
 RD4208'MONUMENT IS 0.4 FOOT BELOW THE GRAVEL SURFACE.  OTHER BOUNDARY  MARKS
 RD4208'WOULD PROVIDE REFERENCES TO THIS MONUMENT AS DEPICTED ON THE PLAT OF
 RD4208'THE MOUNTAIN VIEW CEMENTARY,1955 ADDITION BY PETER W. WELCH, MARCH 25
 RD4208'1955.  THESE MONUMENTS WERE NOT RECOVERED AT THIS TIME.
 RD4208'
 RD4208'THIS STATION SUITABLE FOR GPS SURVEYS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD4209 ***********************************************************************
 RD4209  DESIGNATION -  1 S 6 E 6
 RD4209  PID         -  RD4209
 RD4209  STATE/COUNTY-  OR/MULTNOMAH
 RD4209  USGS QUAD   -  MULTNOMAH FALLS (1994)
 RD4209
 RD4209                         *CURRENT SURVEY CONTROL
 RD4209  ___________________________________________________________________
 RD4209* NAD 83(2007)-  45 30 31.29610(N)    122 06 47.91949(W)     ADJUSTED  
 RD4209* NAVD 88     -       756.3    (meters)    2481.     (feet)  VERTCON   
 RD4209  ___________________________________________________________________
 RD4209  EPOCH DATE  -        2007.00
 RD4209  X           -  -2,380,458.836 (meters)                     COMP
 RD4209  Y           -  -3,792,818.839 (meters)                     COMP
 RD4209  Z           -   4,527,670.139 (meters)                     COMP
 RD4209  LAPLACE CORR-           9.47  (seconds)                    DEFLEC99
 RD4209  ELLIP HEIGHT-         734.234 (meters)          (02/10/07) ADJUSTED
 RD4209  GEOID HEIGHT-         -22.00  (meters)                     GEOID03
 RD4209
 RD4209  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 RD4209  Type    PID    Designation                      North   East  Ellip
 RD4209  -------------------------------------------------------------------
 RD4209  NETWORK RD4209 1 S 6 E 6                         1.29   1.22   3.25
 RD4209  -------------------------------------------------------------------
 RD4209
 RD4209.The horizontal coordinates were established by GPS observations
 RD4209.and adjusted by the National Geodetic Survey in February 2007.
 RD4209
 RD4209.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 RD4209.See www.ngs.noaa.gov/NationalReadjustment for more information.
 RD4209.The horizontal coordinates are valid at the epoch date displayed above.
 RD4209.The epoch date for horizontal control is a decimal equivalence
 RD4209.of Year/Month/Day.
 RD4209
 RD4209.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD4209.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD4209
 RD4209.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RD4209
 RD4209.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD4209
 RD4209.The ellipsoidal height was determined by GPS observations
 RD4209.and is referenced to NAD 83.
 RD4209
 RD4209.The geoid height was determined by GEOID03.
 RD4209
 RD4209;                    North         East     Units Scale Factor Converg.
 RD4209;SPC OR N     -   205,949.066 2,373,945.597   MT  0.99991216   -1 08 38.9
 RD4209;SPC OR N     -   675,685.91  7,788,535.42   iFT  0.99991216   -1 08 38.9
 RD4209;UTM  10      - 5,039,844.650   569,263.471   MT  0.99965898   +0 37 57.2
 RD4209
 RD4209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD4209!SPC OR N     -   0.99988490  x   0.99991216  =   0.99979707
 RD4209!UTM  10      -   0.99988490  x   0.99965898  =   0.99954392
 RD4209
 RD4209                          SUPERSEDED SURVEY CONTROL
 RD4209
 RD4209  NAD 83(1998)-  45 30 31.29412(N)    122 06 47.92037(W) AD(       ) 2
 RD4209  ELLIP H (06/26/02)  734.212  (m)                       GP(       ) 4 1
 RD4209  NAD 83(1991)-  45 30 31.29124(N)    122 06 47.91982(W) AD(       ) 2
 RD4209  ELLIP H (10/15/91)  734.411  (m)                       GP(       ) 4 1
 RD4209  NAD 83(1986)-  45 30 31.30677(N)    122 06 47.92239(W) AD(       ) 2
 RD4209  NGVD 29 (08/07/90)  755.3    (m)         2478.     (f) GPS OBS     3  
 RD4209
 RD4209.Superseded values are not recommended for survey control.
 RD4209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4209.See file dsdata.txt to determine how the superseded data were derived.
 RD4209
 RD4209_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER6926339845(NAD 83)
 RD4209_MARKER: DD = SURVEY DISK
 RD4209_SETTING: 0 = UNSPECIFIED SETTING
 RD4209_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD4209_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD4209+SATELLITE: SATELLITE OBSERVATIONS - 1987
 RD4209
 RD4209  HISTORY     - Date     Condition        Report By
 RD4209  HISTORY     - 1987     MONUMENTED       USFS
 RD4209
 RD4209                          STATION DESCRIPTION
 RD4209
 RD4209'DESCRIBED BY US FOREST SERVICE 1987 (KC)
 RD4209'THE STATION IS LOCATED ABOUT 15 MILES EAST OF  GRESHAM, 15 MILES
 RD4209'SOUTHWEST OF  CASCADE LOCKS, 8.8 MILES EAST SOUTHEAST OF CORBETT AND
 RD4209'4.8 MILES SOUTH SOUTHEAST OF BRIDAL VEIL FALLS IN THE MT HOOD NATIONAL
 RD4209'FOREST.
 RD4209'
 RD4209'TO REACH THE STATION FROM THE JUNCTION OF THE SCENIC LOOP HIGHWAY AND
 RD4209'SOUTHEAST EVANS ROAD AT THE CORBETT GRADE SCHOOL IN CORBETT, TRAVEL
 RD4209'EAST ON THE SCENIC LOOP HIGHWAY FOR 2.0 MILES TO A Y JUNCTION. KEEP
 RD4209'RIGHT AT THE Y ONTO LARCH MOUNTAIN ROAD(FOREST HIGHWAY 15) AND TRAVEL
 RD4209'1.5 MILES TO A Y JUNCTION, CONTINUE STRAIGHT FOR 1.8 MILES TO A
 RD4209'JUNCTION, STAY LEFT ON LARCH MOUNTAIN ROAD AND CONTINUE FOR 0.8 MILE
 RD4209'TO ANOTHER Y JUNCTION. STAY RIGHT ON LARCH MOUNTAIN ROAD AND GO 4.3
 RD4209'MILES TO A JUNCTION WHERE FOREST ROAD 1509 TURNS RIGHT AT THE MT HOOD
 RD4209'NATIONAL FOREST BOUNDARY SIGN. TURN RIGHT AND GO SOUTHERLY FOR 2.4
 RD4209'MILES ON ROAD 1509 TOP A CROSS ROAD AND THE END OF THE PAVEMENT. TURN
 RD4209'LEFT (EAST) ONTO ROAD 190 AND GO 0.1 MILE TO THE EAST END OF AN OLD
 RD4209'DEBRIS PILE ALONG THE SOUTH SIDE OF THE ROAD. THE STATION IS 105 FEET
 RD4209'SOUTH OF THE ROAD CENTER LINE IN AN OLD CLEARCUT.
 RD4209'
 RD4209'THE STATION IS A STANDARD USDA/USFS 3 INCH DIAMETER BRONZE SURVEY DISK
 RD4209'STAMPED---GPS 1S6E6 1987---SET ON THE TOP OF A 2-1/2 INCH DIAMETER
 RD4209'36 INCH LONG STAINLESS STEEL PIPE MONUMENT. IT IS ABOUT 200 FEET EAST
 RD4209'OF THE WEST TIMBER LINE OF THE CLEAR CUT, 8.9 FEET NORTH, 8.1 FEET
 RD4209'SOUTHWEST AND 8.0 FEET SOUTHEAST OF STEEL FENCE POSTS. THE MONUMNENT
 RD4209'IS ABOUT 0.1 FOOT ABOVE GROUND. NO REFERENCE MARKS WERE SET.
 RD4209'
 RD4209'THIS STATION SUITABLE FOR GPS SURVEYS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2713 ***********************************************************************
 RC2713  DESIGNATION -  1 S 8 E 2
 RC2713  PID         -  RC2713
 RC2713  STATE/COUNTY-  OR/HOOD RIVER
 RC2713  USGS QUAD   -  WAHTUM LAKE (1994)
 RC2713
 RC2713                         *CURRENT SURVEY CONTROL
 RC2713  ___________________________________________________________________
 RC2713* NAD 83(2007)-  45 30 25.30341(N)    121 47 18.89298(W)     ADJUSTED  
 RC2713* NAVD 88     -       977.1    (meters)    3206.     (feet)  VERTCON   
 RC2713  ___________________________________________________________________
 RC2713  EPOCH DATE  -        2007.00
 RC2713  X           -  -2,359,075.787 (meters)                     COMP
 RC2713  Y           -  -3,806,493.392 (meters)                     COMP
 RC2713  Z           -   4,527,698.364 (meters)                     COMP
 RC2713  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 RC2713  ELLIP HEIGHT-         955.585 (meters)          (02/10/07) ADJUSTED
 RC2713  GEOID HEIGHT-         -21.24  (meters)                     GEOID03
 RC2713
 RC2713  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 RC2713  Type    PID    Designation                      North   East  Ellip
 RC2713  -------------------------------------------------------------------
 RC2713  NETWORK RC2713 1 S 8 E 2                         1.22   1.14   3.10
 RC2713  -------------------------------------------------------------------
 RC2713
 RC2713.The horizontal coordinates were established by GPS observations
 RC2713.and adjusted by the National Geodetic Survey in February 2007.
 RC2713
 RC2713.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 RC2713.See www.ngs.noaa.gov/NationalReadjustment for more information.
 RC2713.The horizontal coordinates are valid at the epoch date displayed above.
 RC2713.The epoch date for horizontal control is a decimal equivalence
 RC2713.of Year/Month/Day.
 RC2713
 RC2713.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC2713.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC2713
 RC2713.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RC2713
 RC2713.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2713
 RC2713.The ellipsoidal height was determined by GPS observations
 RC2713.and is referenced to NAD 83.
 RC2713
 RC2713.The geoid height was determined by GEOID03.
 RC2713
 RC2713;                    North         East     Units Scale Factor Converg.
 RC2713;SPC OR N     -   205,308.420 2,399,312.638   MT  0.99991199   -0 54 49.8
 RC2713;SPC OR N     -   673,584.06  7,871,760.62   iFT  0.99991199   -0 54 49.8
 RC2713;UTM  10      - 5,039,991.063   594,632.370   MT  0.99971010   +0 51 51.2
 RC2713
 RC2713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2713!SPC OR N     -   0.99985021  x   0.99991199  =   0.99976221
 RC2713!UTM  10      -   0.99985021  x   0.99971010  =   0.99956035
 RC2713
 RC2713                          SUPERSEDED SURVEY CONTROL
 RC2713
 RC2713  NAD 83(1998)-  45 30 25.30228(N)    121 47 18.89312(W) AD(       ) 2
 RC2713  ELLIP H (06/26/02)  955.571  (m)                       GP(       ) 4 1
 RC2713  NAD 83(1991)-  45 30 25.29944(N)    121 47 18.89196(W) AD(       ) 2
 RC2713  ELLIP H (10/15/91)  955.759  (m)                       GP(       ) 4 1
 RC2713  NAD 83(1986)-  45 30 25.31434(N)    121 47 18.89163(W) AD(       ) 2
 RC2713  NGVD 29 (08/07/90)  976.0    (m)         3202.     (f) GPS OBS     3  
 RC2713
 RC2713.Superseded values are not recommended for survey control.
 RC2713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2713.See file dsdata.txt to determine how the superseded data were derived.
 RC2713
 RC2713_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER9463239991(NAD 83)
 RC2713_MARKER: DD = SURVEY DISK
 RC2713_SETTING: 0 = UNSPECIFIED SETTING
 RC2713_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC2713_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RC2713+SATELLITE: SATELLITE OBSERVATIONS - 1987
 RC2713
 RC2713  HISTORY     - Date     Condition        Report By
 RC2713  HISTORY     - 1987     MONUMENTED       USFS
 RC2713
 RC2713                          STATION DESCRIPTION
 RC2713
 RC2713'DESCRIBED BY US FOREST SERVICE 1987 (KC)
 RC2713'THE STATION IS LOCATED ABOUT 18 MILES SOUTHWEST OF HOOD RIVER,  12
 RC2713'MILES SOUTHEAST OF CASCADE LOCKS AND 9.2 MILES WEST OF PARKDALE IN A
 RC2713'CLEARCUT IN THE MT HOOD NATIONAL FOREST.
 RC2713'
 RC2713'TO REACH THE STATION FROM  THE WEST HOOD RIVER EXIT ON INTERSTATE
 RC2713'84, EXIT THE FREEWAY AND HEAD SOUTHERLY FOR 1.1 MILES THROUGH THE TOWN
 RC2713'OF HOOD RIVER.  TURN RIGHT AND GO 2.9 MILES AND TURN LEFT AT INDIAN
 RC2713'CREEK ROAD.  TRAVEL 3.1 MILES TO A Y INTERSECTION AND BEAR RIGHT.
 RC2713'GO 6.3 MILES AND BEAR RIGHT AT A JUNCTION AT A LUMBER MILL AND SIGN
 RC2713'FOR LOST LAKE CAMPGROUND.  CONTINUE ON LOST LAKE ROAD FOR 0.3 MILE AND
 RC2713'TURN LEFT AT T INTERSECTION AND CONTINUE FOR 5.1 MILES TO A JUNCTION.
 RC2713'BEAR LEFT ONTO FOREST ROAD 13 AND GO 6.3 MILES TO FOREST ROAD 1300/630
 RC2713'THEN TURN LEFT AND GO 0.9 MILE TO THE STATION ON THE SOUTH SIDE OF THE
 RC2713'ROAD.
 RC2713'
 RC2713'THE STATION IS A STANDARD USDA/USFS 3-1/4 INCH DIAMETER BRONZE SURVEY
 RC2713'DISK STAMPED---1S8E2 1987---SET ON THE TOP OF A 3 FOOT LONG ALUMINUM
 RC2713'MONUMENT IN THE GROUND.  IT IS 59 FEET NORTH OF THE CENTERLINE OF THE
 RC2713'ROAD, 35.6 FEET SOUTH, 21.1 FEET SOUTHEAST, 10.4 FEET SOUTHWEST OF 80D
 RC2713'NAIL DRIVEN IN THE CENTER OF 1.6 FOOT DIAMETER STUMPS AND  4.0 FEET
 RC2713'SOUTH SOUTHWEST OF A METAL FENCE POST. THE MONUMENT PROJECTS ABOUT 0.1
 RC2713'FOOT ABOVE GROUND.  NO REFERENCE MARKS WERE SET.
 RC2713'
 RC2713'THIS STATION SUITABLE FOR GPS SURVEYS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2714 ***********************************************************************
 RC2714  DESIGNATION -  1 S 8 E 4
 RC2714  PID         -  RC2714
 RC2714  STATE/COUNTY-  OR/HOOD RIVER
 RC2714  USGS QUAD   -  WAHTUM LAKE (1994)
 RC2714
 RC2714                         *CURRENT SURVEY CONTROL
 RC2714  ___________________________________________________________________
 RC2714* NAD 83(2007)-  45 30 19.89947(N)    121 50 41.46744(W)     ADJUSTED  
 RC2714* NAVD 88     -       826.2    (meters)    2711.     (feet)  VERTCON   
 RC2714  ___________________________________________________________________
 RC2714  EPOCH DATE  -        2007.00
 RC2714  X           -  -2,362,820.044 (meters)                     COMP
 RC2714  Y           -  -3,804,185.966 (meters)                     COMP
 RC2714  Z           -   4,527,473.793 (meters)                     COMP
 RC2714  LAPLACE CORR-           2.69  (seconds)                    DEFLEC99
 RC2714  ELLIP HEIGHT-         804.697 (meters)          (02/10/07) ADJUSTED
 RC2714  GEOID HEIGHT-         -21.30  (meters)                     GEOID03
 RC2714
 RC2714  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 RC2714  Type    PID    Designation                      North   East  Ellip
 RC2714  -------------------------------------------------------------------
 RC2714  NETWORK RC2714 1 S 8 E 4                         1.22   1.16   3.12
 RC2714  -------------------------------------------------------------------
 RC2714
 RC2714.The horizontal coordinates were established by GPS observations
 RC2714.and adjusted by the National Geodetic Survey in February 2007.
 RC2714
 RC2714.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 RC2714.See www.ngs.noaa.gov/NationalReadjustment for more information.
 RC2714.The horizontal coordinates are valid at the epoch date displayed above.
 RC2714.The epoch date for horizontal control is a decimal equivalence
 RC2714.of Year/Month/Day.
 RC2714
 RC2714.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC2714.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC2714
 RC2714.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RC2714
 RC2714.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2714
 RC2714.The ellipsoidal height was determined by GPS observations
 RC2714.and is referenced to NAD 83.
 RC2714
 RC2714.The geoid height was determined by GEOID03.
 RC2714
 RC2714;                    North         East     Units Scale Factor Converg.
 RC2714;SPC OR N     -   205,213.283 2,394,913.372   MT  0.99991184   -0 57 13.5
 RC2714;SPC OR N     -   673,271.93  7,857,327.34   iFT  0.99991184   -0 57 13.5
 RC2714;UTM  10      - 5,039,759.530   590,239.083   MT  0.99970012   +0 49 26.6
 RC2714
 RC2714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2714!SPC OR N     -   0.99987386  x   0.99991184  =   0.99978571
 RC2714!UTM  10      -   0.99987386  x   0.99970012  =   0.99957402
 RC2714
 RC2714                          SUPERSEDED SURVEY CONTROL
 RC2714
 RC2714  NAD 83(1998)-  45 30 19.89820(N)    121 50 41.46784(W) AD(       ) 2
 RC2714  ELLIP H (06/26/02)  804.684  (m)                       GP(       ) 4 1
 RC2714  NAD 83(1991)-  45 30 19.89530(N)    121 50 41.46663(W) AD(       ) 2
 RC2714  ELLIP H (10/15/91)  804.873  (m)                       GP(       ) 4 1
 RC2714  NAD 83(1986)-  45 30 19.91065(N)    121 50 41.46684(W) AD(       ) 2
 RC2714  NGVD 29 (08/07/90)  825.1    (m)         2707.     (f) GPS OBS     3  
 RC2714
 RC2714.Superseded values are not recommended for survey control.
 RC2714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2714.See file dsdata.txt to determine how the superseded data were derived.
 RC2714
 RC2714_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER9023939760(NAD 83)
 RC2714_MARKER: DD = SURVEY DISK
 RC2714_SETTING: 0 = UNSPECIFIED SETTING
 RC2714_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC2714_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RC2714+SATELLITE: SATELLITE OBSERVATIONS - 1987
 RC2714
 RC2714  HISTORY     - Date     Condition        Report By
 RC2714  HISTORY     - 1987     MONUMENTED       USFS
 RC2714
 RC2714                          STATION DESCRIPTION
 RC2714
 RC2714'DESCRIBED BY US FOREST SERVICE 1987 (KC)
 RC2714'THE STATION IS LOCATED ABOUT 20 MILES SOUTHWEST OF HOOD RIVER,  11
 RC2714'MILES SOUTHEAST OF CASCADE LOCKS AND 12  MILES WEST OF PARKDALE IN A
 RC2714'CLEARCUT IN THE MT HOOD NATIONAL FOREST ON THE WEST FLANK OF SAWTOOTH
 RC2714'MOUNTAIN.
 RC2714'
 RC2714'TO REACH THE STATION FROM  THE WEST HOOD RIVER EXIT ON INTERSTATE
 RC2714'84, EXIT THE FREEWAY AND HEAD SOUTHERLY FOR 1.1 MILES THROUGH THE TOWN
 RC2714'OF HOOD RIVER.  TURN RIGHT AND GO 2.9 MILES AND TURN LEFT AT INDIAN
 RC2714'CREEK ROAD.  TRAVEL 3.1 MILES TO A Y INTERSECTION AND BEAR RIGHT.
 RC2714'GO 6.3 MILES AND BEAR RIGHT AT A JUNCTION AT A LUMBER MILL AND SIGN
 RC2714'FOR LOST LAKE CAMPGROUND.  CONTINUE ON LOST LAKE ROAD FOR 0.3 MILE AND
 RC2714'TURN LEFT AT T INTERSECTION AND CONTINUE FOR 5.1 MILES TO A JUNCTION.
 RC2714'BEAR RIGHT  ONTO WAHTUM LAKE ROAD (FOREST ROAD 13) AND GO 4.3 MILES
 RC2714'TO A JUNCTION.  STAY LEFT AND CONTINUE 1.0 MILE TO A JUNCTION, STAY
 RC2714'LEFT  AND GO 2.2 MILES TO A JUNCTION.  TURN LEFT ONTO FOREST ROAD 1330
 RC2714'AND GO 0.25 MILE TO A GRAVEL PIT.  SWITCHBACK TO THE RIGHT ONTO FOREST
 RC2714'ROAD 620 AND GO 1.9 MILES TO A LOG  LANDING ON THE RIGHT.  TURN RIGHT
 RC2714'AND GO ABOUT 100 FEET TO THE MONUMENT ON THE LEFT SIDE OF THE LANDING.
 RC2714'
 RC2714'THE STATION IS A STANDARD USDA/USFS 3-1/4 INCH DIAMETER ALUMINUM
 RC2714'SURVEY DISK STAMPED---GPS 1S8E4 1987---SET ON THE TOP OF A 3/4 INCH
 RC2714'DIAMETER 6.5 FOOT LONG ALUMINUM ROD DRIVEN IN THE GROUND.  IT IS 116
 RC2714'FEET NORTH NORTHWEST OF A 2.5 FOOT DIAMETER STUMP, 102 FEET SOUTHEAST
 RC2714'OF A 1.5 FOOT DIAMETER STUMP AND 3.5 FEET SOUTH OF A STEEL FENCE POST.
 RC2714'THE MONUMENT IS FLUSH WITH THE GROUND.  NO REFERENCE MARKS WERE SET.
 RC2714'
 RC2714'THIS STATION SUITABLE FOR GPS SURVEYS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2715 ***********************************************************************
 RC2715  DESIGNATION -  1 S 9 E 6
 RC2715  PID         -  RC2715
 RC2715  STATE/COUNTY-  OR/HOOD RIVER
 RC2715  USGS QUAD   -  DEE (1994)
 RC2715
 RC2715                         *CURRENT SURVEY CONTROL
 RC2715  ___________________________________________________________________
 RC2715* NAD 83(2007)-  45 30 26.32026(N)    121 43 10.95809(W)     ADJUSTED  
 RC2715* NAVD 88     -      1160.5    (meters)    3807.     (feet)  VERTCON   
 RC2715  ___________________________________________________________________
 RC2715  EPOCH DATE  -        2007.00
 RC2715  X           -  -2,354,554.439 (meters)                     COMP
 RC2715  Y           -  -3,809,416.654 (meters)                     COMP
 RC2715  Z           -   4,527,851.280 (meters)                     COMP
 RC2715  LAPLACE CORR-           5.06  (seconds)                    DEFLEC99
 RC2715  ELLIP HEIGHT-        1139.104 (meters)          (02/10/07) ADJUSTED
 RC2715  GEOID HEIGHT-         -21.17  (meters)                     GEOID03
 RC2715
 RC2715  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 RC2715  Type    PID    Designation                      North   East  Ellip
 RC2715  -------------------------------------------------------------------
 RC2715  NETWORK RC2715 1 S 9 E 6                         0.88   0.98   2.98
 RC2715  -------------------------------------------------------------------
 RC2715
 RC2715.The horizontal coordinates were established by GPS observations
 RC2715.and adjusted by the National Geodetic Survey in February 2007.
 RC2715
 RC2715.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 RC2715.See www.ngs.noaa.gov/NationalReadjustment for more information.
 RC2715.The horizontal coordinates are valid at the epoch date displayed above.
 RC2715.The epoch date for horizontal control is a decimal equivalence
 RC2715.of Year/Month/Day.
 RC2715
 RC2715.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC2715.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC2715
 RC2715.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RC2715
 RC2715.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2715
 RC2715.The ellipsoidal height was determined by GPS observations
 RC2715.and is referenced to NAD 83.
 RC2715
 RC2715.The geoid height was determined by GEOID03.
 RC2715
 RC2715;                    North         East     Units Scale Factor Converg.
 RC2715;SPC OR N     -   205,256.268 2,404,694.128   MT  0.99991202   -0 51 54.0
 RC2715;SPC OR N     -   673,412.95  7,889,416.43   iFT  0.99991202   -0 51 54.0
 RC2715;UTM  10      - 5,040,105.905   600,011.835   MT  0.99972298   +0 54 48.1
 RC2715
 RC2715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2715!SPC OR N     -   0.99982145  x   0.99991202  =   0.99973348
 RC2715!UTM  10      -   0.99982145  x   0.99972298  =   0.99954448
 RC2715
 RC2715                          SUPERSEDED SURVEY CONTROL
 RC2715
 RC2715  NAD 83(1998)-  45 30 26.31922(N)    121 43 10.95806(W) AD(       ) 2
 RC2715  ELLIP H (06/26/02) 1139.089  (m)                       GP(       ) 4 1
 RC2715  NAD 83(1991)-  45 30 26.31648(N)    121 43 10.95699(W) AD(       ) 2
 RC2715  ELLIP H (10/15/91) 1139.276  (m)                       GP(       ) 4 1
 RC2715  NAD 83(1986)-  45 30 26.33067(N)    121 43 10.95594(W) AD(       ) 2
 RC2715  NGVD 29 (08/07/90) 1159.4    (m)         3804.     (f) GPS OBS     3  
 RC2715
 RC2715.Superseded values are not recommended for survey control.
 RC2715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2715.See file dsdata.txt to determine how the superseded data were derived.
 RC2715
 RC2715_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR0001240106(NAD 83)
 RC2715_MARKER: DD = SURVEY DISK
 RC2715_SETTING: 0 = UNSPECIFIED SETTING
 RC2715_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC2715_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RC2715+SATELLITE: SATELLITE OBSERVATIONS - 1987
 RC2715
 RC2715  HISTORY     - Date     Condition        Report By
 RC2715  HISTORY     - 1987     MONUMENTED       USFS
 RC2715
 RC2715                          STATION DESCRIPTION
 RC2715
 RC2715'DESCRIBED BY US FOREST SERVICE 1987 (KC)
 RC2715'THE STATION IS LOCATED ABOUT 17 MILES SOUTHWEST OF HOOD RIVER, 7 MILES
 RC2715'SOUTHWEST OF DEE AND 6 MILES WEST OF PARKDALE ON THE SOUTHWEST SIDE
 RC2715'OF A CLEAR CUT MOUNTAIN ABOVE BATTS MEADOW IN THE MOUNT HOOD NATIONAL
 RC2715'FOREST.
 RC2715'
 RC2715'TO REACH THE STATION FROM EXIT 64 ON INTERSTATE HIGHWAY 84 AT HOOD
 RC2715'RIVER, EXIT THE FREEWAY AND HEAD SOUTH, GO LESS THAN 0.1 MILE TO A T
 RC2715'JUNCTION. TURN RIGHT AND GO 0.25 MILE TO A STOP SIGN, CONTINUE
 RC2715'STRAIGHT AHEAD ON HIGHWAY 35 FOR 12.75 MILES TO A Y JUNCTION AND
 RC2715'A GENERAL STORE IN THE COMMUNITY OF MT HOOD. TURN RIGHT ON COOPER
 RC2715'SPUR ROAD (TOWARDS PARKDALE) AND GO 1.7 MILES TO A STOP SIGN AND
 RC2715'FLASHER LIGHT. TURN RIGHT ONTO BASELINE DRIVE AND GO 0.55 MILE.  GO
 RC2715'STRAIGHT (MAIN ROAD TURNS RIGHT) ON BASELINE ROAD FOR 0.7 MILE TO A
 RC2715'JUNCTION, TURN RIGHT  AND GO 0.2 MILE TO RED HILL ROAD, TURN LEFT ONTO
 RC2715'RED HILL ROAD, WHICH BECOMES USFS BLUE RIDGE ROAD 16, AND GO 9.35
 RC2715'TO THE JUNCTION OF USFS ROADS 1600 AND 670. TURN LEFT ON ROAD 670,
 RC2715'THROUGH UNLOCKED GATE AND GO 0.35 MILE TO THE JUNCTION OF A NARROW
 RC2715'ROUGH ROAD ON THE RIGHT. TURN RIGHT AND GO 1.0 MILE TO A Y JUNCTION
 RC2715'CONTINUE STRAIGHT AHEAD FOR 0.4 MILE TO A LOGGING LANDING. THE
 RC2715'STATION IS NEAR THE SOUTHWEST EDGE OF THIS LANDING.
 RC2715'
 RC2715'THE STATION IS A STANDARD USDA/USFS 3-1/4 INCH DIAMETER SURVEY DISK
 RC2715'STAMPED---GPS 1S9E6 1987----SET ON TOP OF A 3/4 INCH 6 FOOT LONG
 RC2715'ALUMINUM ROD DRIVEN IN THE LOOSE ROCK. IT IS ABOUT 230 FEET SOUTHWEST
 RC2715'OF AN ANEMOMETER TOWER OF A WEATHER STATION, 75.9 FEET SOUTHWEST
 RC2715'OF A RR SPIKE IN THE TOP OF A 26 INCH DIAMETER STUMP ON THE NORTH
 RC2715'SIDE OF THE LANDING, 62.0 FEET NORTH NORTHWEST OF A RR SPIKE IN THE
 RC2715'TOP OF A 40 INCH DIAMETER STUMP ON THE SOUTH SIDE OF THE LANDING AND
 RC2715'1.5 FEET NORTHEAST OF AN ORANGE FLEXIBLE WITNESS POST. THE MONUMENT
 RC2715'IS FLUSH WITH THE GROUND. NO REFERENCE MARKS WERE SET.
 RC2715'
 RC2715'THIS STATION SUITABLE FOR GPS SURVEYS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0711 ***********************************************************************
 NW0711  DESIGNATION -  1 STR
 NW0711  PID         -  NW0711
 NW0711  STATE/COUNTY-  OR/MALHEUR
 NW0711  USGS QUAD   -  FLAT TOP MTN (1980)
 NW0711
 NW0711                         *CURRENT SURVEY CONTROL
 NW0711  ___________________________________________________________________
 NW0711* NAD 83(1986)-  42 41 11.     (N)    117 54 43.     (W)     SCALED    
 NW0711* NAVD 88     -      1194.959  (meters)    3920.46   (feet)  ADJUSTED  
 NW0711  ___________________________________________________________________
 NW0711  GEOID HEIGHT-         -18.43  (meters)                     GEOID03
 NW0711  DYNAMIC HT  -        1194.312 (meters)    3918.34  (feet)  COMP
 NW0711  MODELED GRAV-     980,038.9   (mgal)                       NAVD 88
 NW0711
 NW0711  VERT ORDER  -  SECOND    CLASS 0
 NW0711
 NW0711.The horizontal coordinates were scaled from a topographic map and have
 NW0711.an estimated accuracy of +/- 6 seconds.
 NW0711
 NW0711.The orthometric height was determined by differential leveling
 NW0711.and adjusted in August 1995.
 NW0711
 NW0711.The geoid height was determined by GEOID03.
 NW0711
 NW0711.The dynamic height is computed by dividing the NAVD 88
 NW0711.geopotential number by the normal gravity value computed on the
 NW0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0711.degrees latitude (g = 980.6199 gals.).
 NW0711
 NW0711.The modeled gravity was interpolated from observed gravity values.
 NW0711
 NW0711;                    North         East    Units  Estimated Accuracy
 NW0711;SPC OR S     -   116,550.    1,712,050.      MT  (+/- 180 meters Scaled)
 NW0711
 NW0711                          SUPERSEDED SURVEY CONTROL
 NW0711
 NW0711.No superseded survey control is available for this station.
 NW0711
 NW0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH252263(NAD 83)
 NW0711_MARKER: DB = BENCH MARK DISK
 NW0711_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NW0711+WITH SETTING: INFORMATION.
 NW0711_SP_SET: SHALLOW-SET METAL ROD
 NW0711_STAMPING: 1 STR 1975 3917
 NW0711_MARK LOGO: USGS  
 NW0711_MAGNETIC: N = NO MAGNETIC MATERIAL
 NW0711_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NW0711_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0711+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2000
 NW0711
 NW0711  HISTORY     - Date     Condition        Report By
 NW0711  HISTORY     - 1975     MONUMENTED       USGS
 NW0711  HISTORY     - 20000316 GOOD             NGS
 NW0711
 NW0711                          STATION DESCRIPTION
 NW0711
 NW0711'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 NW0711'15.7 KM (9.75 MI) SOUTH FROM BURNS JUNCTION.
 NW0711'BURNS JCT, 6.5 MI S OF, ALONG US HWY 95, THENCE 1.3 MI SW ALONG
 NW0711'GRADED RD TO GATE, THENCE 1.95 MI N AND W TO Y-RD.  120 FT SW OF JCT,
 NW0711'35 FT S OF E-W RD, 34 FT W OF N-S RD, SET ON COPPER-COATED ROD OF
 NW0711'UNRECORDED DEPTH, PROJECTING 0.2 FT.
 NW0711
 NW0711                          STATION RECOVERY (2000)
 NW0711
 NW0711'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 NW0711'10.3 KM (6.40 MI) SOUTHERLY ALONG U.S. HIGHWAY 95 FROM THE MOST
 NW0711'EASTERLY JUNCTION OF STATE HIGHWAY 78 AT BURNS JUNCTION, THENCE 2.1 KM
 NW0711'(1.30 MI) WESTERLY ALONG A GRAVELED ROAD TO A FENCE, A GATE, AND A
 NW0711'TRACK ROAD LEADING NORTH, THENCE 0.2 KM (0.10 MI) NORTHERLY ALONG THE
 NW0711'TRACK ROAD TO A GATE, THENCE 3.0 KM (1.85 MI) WESTERLY ALONG A TRACK
 NW0711'ROAD TO A FORK IN THE ROAD, 11.2 M (36.7 FT) SOUTHEAST OF THE CENTER
 NW0711'OF THE WESTBOUND FORK OF THE ROAD, 10.5 M (34.4 FT) NORTHWEST OF AND
 NW0711'LEVEL WITH THE SOUTH-WESTBOUND FORK OF THE ROAD, AND THE DISK IS
 NW0711'SURROUNDED BY LOOSE ROCK.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY
 NW0711'THE BUREAU OF LAND MANAGEMENT, CONTACT SHELDON SAXTON, 100 OREGON
 NW0711'STREET, VALE, OREGON 97918-9630.  THE ROD DEPTH IS UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1150 ***********************************************************************
 RD1150  DESIGNATION -  1 W
 RD1150  PID         -  RD1150
 RD1150  STATE/COUNTY-  OR/CLATSOP
 RD1150  USGS QUAD   -  TILLAMOOK HEAD (1973)
 RD1150
 RD1150                         *CURRENT SURVEY CONTROL
 RD1150  ___________________________________________________________________
 RD1150* NAD 83(1986)-  45 58 02.     (N)    123 55 28.     (W)     SCALED    
 RD1150* NAVD 88     -         5.957  (meters)      19.54   (feet)  ADJUSTED  
 RD1150  ___________________________________________________________________
 RD1150  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 RD1150  DYNAMIC HT  -           5.957 (meters)      19.54  (feet)  COMP
 RD1150  MODELED GRAV-     980,706.2   (mgal)                       NAVD 88
 RD1150
 RD1150  VERT ORDER  -  FIRST     CLASS II
 RD1150
 RD1150.The horizontal coordinates were scaled from a topographic map and have
 RD1150.an estimated accuracy of +/- 6 seconds.
 RD1150
 RD1150.The orthometric height was determined by differential leveling
 RD1150.and adjusted in June 1991.
 RD1150
 RD1150.The geoid height was determined by GEOID03.
 RD1150
 RD1150.The dynamic height is computed by dividing the NAVD 88
 RD1150.geopotential number by the normal gravity value computed on the
 RD1150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1150.degrees latitude (g = 980.6199 gals.).
 RD1150
 RD1150.The modeled gravity was interpolated from observed gravity values.
 RD1150
 RD1150;                    North         East    Units  Estimated Accuracy
 RD1150;SPC OR N     -   261,280.    2,234,660.      MT  (+/- 180 meters Scaled)
 RD1150
 RD1150                          SUPERSEDED SURVEY CONTROL
 RD1150
 RD1150  NGVD 29 (??/??/92)    4.860  (m)           15.94   (f) ADJ UNCH    1 2
 RD1150
 RD1150.Superseded values are not recommended for survey control.
 RD1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1150.See file dsdata.txt to determine how the superseded data were derived.
 RD1150
 RD1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR283908(NAD 83)
 RD1150_MARKER: DD = SURVEY DISK
 RD1150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD1150_SP_SET: CONCRETE POST
 RD1150_STAMPING: MCS 1 W
 RD1150_MARK LOGO: USE   
 RD1150_PROJECTION: FLUSH
 RD1150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD1150+STABILITY: SURFACE MOTION
 RD1150
 RD1150  HISTORY     - Date     Condition        Report By
 RD1150  HISTORY     - UNK      MONUMENTED       DOD
 RD1150  HISTORY     - 1965     GOOD             NGS
 RD1150  HISTORY     - 1986     GOOD             USPSQD
 RD1150  HISTORY     - 1987     GOOD             USPSQD
 RD1150  HISTORY     - 1987     GOOD             NGS
 RD1150  HISTORY     - 20000228 GOOD             USPSQD
 RD1150  HISTORY     - 20040416 MARK NOT FOUND   GEOCAC
 RD1150
 RD1150                          STATION DESCRIPTION
 RD1150
 RD1150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 RD1150'2.7 MI SE FROM SEASIDE.
 RD1150'2.7 MILES SOUTHEAST ALONG U.S. HIGHWAYS 26 AND 101 FROM THE SEASIDE
 RD1150'UNION HIGH SCHOOL, 88 FEET NORTHWEST OF MILE POST NO. 23, 84 FEET
 RD1150'SOUTHEAST OF THE SOUTHWEST END OF AN 8-FOOT CORRUGATED CULVERT AT
 RD1150'BEERMAN CREEK, 29 FEET SOUTHWEST OF THE CENTER OF THE HIGHWAY, 2 FEET
 RD1150'NORTHEAST OF THE RIGHT-OF-WAY FENCE AND 1 FOOT NORTHEAST OF A WITNESS
 RD1150'POST SET IN A 5-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES.
 RD1150
 RD1150                          STATION RECOVERY (1986)
 RD1150
 RD1150'RECOVERY NOTE BY US POWER SQUADRON 1986 (GAN)
 RD1150'RECOVERED IN GOOD CONDITION.
 RD1150
 RD1150                          STATION RECOVERY (1987)
 RD1150
 RD1150'RECOVERY NOTE BY US POWER SQUADRON 1987 (RCC)
 RD1150'RECOVERED IN GOOD CONDITION.
 RD1150
 RD1150                          STATION RECOVERY (1987)
 RD1150
 RD1150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD1150'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  3.0 KM (1.85
 RD1150'MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM ITS JUNCTION WITH BROADWAY
 RD1150'AVENUE IN SEASIDE, 9.0 M (29.5 FT) SOUTHWEST OF THE CENTERLINE OF THE
 RD1150'HIGHWAY, 2.3 M (7.5 FT) SOUTHEAST OF UTILITY POLE NUMBER 71, AND 0.3
 RD1150'M (1.0 FT) NORTHEAST OF A 4 BY 4-INCH WOODEN WITNESS POST.
 RD1150'THE MARK IS 0.4 METERS  S FROM  A WITNESS POST
 RD1150'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 RD1150
 RD1150                          STATION RECOVERY (2000)
 RD1150
 RD1150'RECOVERY NOTE BY US POWER SQUADRON 2000
 RD1150'RECOVERED IN GOOD CONDITION.
 RD1150
 RD1150                          STATION RECOVERY (2004)
 RD1150
 RD1150'RECOVERY NOTE BY GEOCACHING 2004 (RRM)
 RD1150'BOTH USBM WITNESS POSTS WERE FOUND AS DESCRIBED.  THERE IS A HOLE IN
 RD1150'THE GROUND 1 FOOT SOUTH OF WITNESS POSTS WHERE MONUMENT PROBABLY WAS
 RD1150'PREVIOUSLY SET.  MONUMENT WAS NOT FOUND IN A SEARCH OF THE IMMEDIATE
 RD1150'AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0103 ***********************************************************************
 PC0103  DESIGNATION -  10
 PC0103  PID         -  PC0103
 PC0103  STATE/COUNTY-  OR/DOUGLAS
 PC0103  USGS QUAD   -  HAMAKER BUTTE (1985)
 PC0103
 PC0103                         *CURRENT SURVEY CONTROL
 PC0103  ___________________________________________________________________
 PC0103* NAD 83(1986)-  43 01 33.     (N)    122 22 08.     (W)     SCALED    
 PC0103* NAVD 88     -      1197.958  (meters)    3930.30   (feet)  ADJUSTED  
 PC0103  ___________________________________________________________________
 PC0103  GEOID HEIGHT-         -22.33  (meters)                     GEOID03
 PC0103  DYNAMIC HT  -        1197.355 (meters)    3928.32  (feet)  COMP
 PC0103  MODELED GRAV-     980,075.4   (mgal)                       NAVD 88
 PC0103
 PC0103  VERT ORDER  -  SECOND    CLASS 0
 PC0103
 PC0103.The horizontal coordinates were scaled from a topographic map and have
 PC0103.an estimated accuracy of +/- 6 seconds.
 PC0103
 PC0103.The orthometric height was determined by differential leveling
 PC0103.and adjusted in June 1991.
 PC0103
 PC0103.The geoid height was determined by GEOID03.
 PC0103
 PC0103.The dynamic height is computed by dividing the NAVD 88
 PC0103.geopotential number by the normal gravity value computed on the
 PC0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0103.degrees latitude (g = 980.6199 gals.).
 PC0103
 PC0103.The modeled gravity was interpolated from observed gravity values.
 PC0103
 PC0103;                    North         East    Units  Estimated Accuracy
 PC0103;SPC OR S     -   152,680.    1,347,700.      MT  (+/- 180 meters Scaled)
 PC0103
 PC0103                          SUPERSEDED SURVEY CONTROL
 PC0103
 PC0103  NGVD 29 (??/??/92) 1196.715  (m)         3926.22   (f) ADJ UNCH    2 0
 PC0103
 PC0103.Superseded values are not recommended for survey control.
 PC0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0103.See file dsdata.txt to determine how the superseded data were derived.
 PC0103
 PC0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN514638(NAD 83)
 PC0103_MARKER: DD = SURVEY DISK
 PC0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PC0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0103+STABILITY: SURFACE MOTION
 PC0103
 PC0103  HISTORY     - Date     Condition        Report By
 PC0103  HISTORY     - UNK      MONUMENTED       BPR
 PC0103  HISTORY     - 1969     GOOD             NGS
 PC0103
 PC0103                          STATION DESCRIPTION
 PC0103
 PC0103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 PC0103'9.6 MI NE FROM UNION CREEK.
 PC0103'1.3 MILES NORTHEAST ALONG STATE HIGHWAY 62 FROM THE UNION CREEK RANGER
 PC0103'STATION TO THE JUNCTION WITH STATE HIGHWAY 230, THENCE NORTH ALONG
 PC0103'STATE HIGHWAY 230 FOR 8.3 MILES TO THE BENCH MARK ON THE LEFT IN A
 PC0103'SLIGHT DRAW BETWEEN TWO CUTS, 2.0 MILES SOUTH OF THE BRIDGE OVER MUIR
 PC0103'CREEK, 0.3 MILE NORTH OF MILE POST NO. 8, 57 FEET WEST OF THE CENTER
 PC0103'OF THE HIGHWAY, 1 FOOT NORTH OF A METAL WITNESS POST, AND 15 FEET
 PC0103'HIGHER THAN THE HIGHWAY SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT
 PC0103'PROJECTS 5 INCHES.  NOTE-- THIS MARK WAS PREVIOUSLY REPORTED TO HAVE
 PC0103'BEEN STAMPED 3926 10 1939, BUT THERE IS NO APPARENT STAMPING ON THIS
 PC0103'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0168 ***********************************************************************
 QE0168  DESIGNATION -  10
 QE0168  PID         -  QE0168
 QE0168  STATE/COUNTY-  OR/LINN
 QE0168  USGS QUAD   -  CASCADIA (1994)
 QE0168
 QE0168                         *CURRENT SURVEY CONTROL
 QE0168  ___________________________________________________________________
 QE0168* NAD 83(1986)-  44 23 49.     (N)    122 26 38.     (W)     SCALED    
 QE0168* NAVD 88     -       277.765  (meters)     911.30   (feet)  POSTED    
 QE0168  ___________________________________________________________________
 QE0168  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 QE0168  DYNAMIC HT  -         277.700 (meters)     911.09  (feet)  COMP
 QE0168  MODELED GRAV-     980,389.9   (mgal)                       NAVD 88
 QE0168
 QE0168  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 QE0168
 QE0168.The horizontal coordinates were scaled from a topographic map and have
 QE0168.an estimated accuracy of +/- 6 seconds.
 QE0168
 QE0168.The orthometric height was determined by differential leveling
 QE0168.and adjusted by the  in 1992.
 QE0168.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 QE0168.rate of 1.1 thru 2.0 mm/km.
 QE0168
 QE0168.The geoid height was determined by GEOID03.
 QE0168
 QE0168.The dynamic height is computed by dividing the NAVD 88
 QE0168.geopotential number by the normal gravity value computed on the
 QE0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0168.degrees latitude (g = 980.6199 gals.).
 QE0168
 QE0168.The modeled gravity was interpolated from observed gravity values.
 QE0168
 QE0168;                    North         East    Units  Estimated Accuracy
 QE0168;SPC OR N     -    83,010.    2,345,150.      MT  (+/- 180 meters Scaled)
 QE0168
 QE0168                          SUPERSEDED SURVEY CONTROL
 QE0168
 QE0168  NGVD 29 (??/??/92)  276.674  (m)          907.72   (f) ADJ UNCH    1 2
 QE0168
 QE0168.Superseded values are not recommended for survey control.
 QE0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0168.See file dsdata.txt to determine how the superseded data were derived.
 QE0168
 QE0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ442161(NAD 83)
 QE0168_MARKER: DD = SURVEY DISK
 QE0168_SETTING: 0 = UNSPECIFIED SETTING
 QE0168_STAMPING: 23 C 10 1929
 QE0168_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0168
 QE0168  HISTORY     - Date     Condition        Report By
 QE0168  HISTORY     - 1929     MONUMENTED       BPR
 QE0168  HISTORY     - 1963     GOOD             NGS
 QE0168
 QE0168                          STATION DESCRIPTION
 QE0168
 QE0168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 QE0168'2.2 MI E FROM CASCADIA.
 QE0168'2.2 MILES EAST ALONG U.S. HIGHWAY 20 FROM THE CASCADIA SCHOOL, 80 FEET
 QE0168'SOUTH AND ACROSS THE HIGHWAY FROM BENCH MARK 9 (U.S.B.P.R.), 41 FEET
 QE0168'SOUTH OF THE CENTER OF THE HIGHWAY, 29 FEET SOUTHEAST OF CHARLES T.
 QE0168'DOUGLAS MAIL BOX, 24 FEET NORTHWEST OF A TELEPHONE POLE AND 0.5 FOOT
 QE0168'WEST OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0474 ***********************************************************************
 OA0474  DESIGNATION -  10
 OA0474  PID         -  OA0474
 OA0474  STATE/COUNTY-  OR/COOS
 OA0474  USGS QUAD   -  COOS BAY (1975)
 OA0474
 OA0474                         *CURRENT SURVEY CONTROL
 OA0474  ___________________________________________________________________
 OA0474* NAD 83(1986)-  43 16 49.     (N)    124 13 50.     (W)     SCALED    
 OA0474* NAVD 88     -         3.769  (meters)      12.37   (feet)  ADJUSTED  
 OA0474  ___________________________________________________________________
 OA0474  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 OA0474  DYNAMIC HT  -           3.768 (meters)      12.36  (feet)  COMP
 OA0474  MODELED GRAV-     980,474.3   (mgal)                       NAVD 88
 OA0474
 OA0474  VERT ORDER  -  FIRST     CLASS II
 OA0474
 OA0474.The horizontal coordinates were scaled from a topographic map and have
 OA0474.an estimated accuracy of +/- 6 seconds.
 OA0474
 OA0474.The orthometric height was determined by differential leveling
 OA0474.and adjusted in June 1991.
 OA0474
 OA0474.The geoid height was determined by GEOID03.
 OA0474
 OA0474.The dynamic height is computed by dividing the NAVD 88
 OA0474.geopotential number by the normal gravity value computed on the
 OA0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0474.degrees latitude (g = 980.6199 gals.).
 OA0474
 OA0474.The modeled gravity was interpolated from observed gravity values.
 OA0474
 OA0474;                    North         East    Units  Estimated Accuracy
 OA0474;SPC OR S     -   185,990.    1,197,330.      MT  (+/- 180 meters Scaled)
 OA0474
 OA0474                          SUPERSEDED SURVEY CONTROL
 OA0474
 OA0474  NGVD 29 (??/??/92)    2.672  (m)            8.77   (f) ADJ UNCH    1 2
 OA0474
 OA0474.Superseded values are not recommended for survey control.
 OA0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0474.See file dsdata.txt to determine how the superseded data were derived.
 OA0474
 OA0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN001926(NAD 83)
 OA0474_MARKER: P = PIPE CAP
 OA0474_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OA0474_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OA0474_STAMPING: 10
 OA0474_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OA0474
 OA0474  HISTORY     - Date     Condition        Report By
 OA0474  HISTORY     - UNK      MONUMENTED       USGS
 OA0474  HISTORY     - 1941     GOOD             NGS
 OA0474  HISTORY     - 1987     MARK NOT FOUND   NGS
 OA0474
 OA0474                          STATION DESCRIPTION
 OA0474
 OA0474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 OA0474'6.6 MI S FROM COOS BAY.
 OA0474'6.6 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 OA0474'STATION AT COOS BAY, COOS COUNTY, ABOUT 0.7 MILE SOUTH OF A BRIDGE
 OA0474'OVER DAVIS SLOUGH, AT RAILROAD MILEAGE 775.4, AT THE TOE OF A SLOPE,
 OA0474'IN A SALMON BERRY THICKET, 70 FEET EAST OF THE CENTER LINE OF THE
 OA0474'OREGON COAST HIGHWAY (U.S. 101), IN LINE WITH A SHORT STRETCH OF OLD
 OA0474'FENCE ON THE EAST BANK OF THE ISTHMUS SLOUGH, 25.8 FEET WEST OF THE
 OA0474'CENTER LINE OF THE TRACK, 11 1/2 FEET SOUTHEAST OF A POLE, AND AT A
 OA0474'WHITE WOODEN POST STENCILED U.S.B.M.  A UNITED STATES GEOLOGICAL
 OA0474'SURVEY STANDARD CAP, STAMPED 10 AND RIVETED ON THE TOP OF A 3 1/2-INCH
 OA0474'IRON PIPE PROJECTING ABOUT 3 INCHES ABOVE GROUND.  NOTE-- PIPE HAS
 OA0474'BEEN CONCRETED.
 OA0474
 OA0474                          STATION RECOVERY (1987)
 OA0474
 OA0474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 OA0474'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0259 ***********************************************************************
 PB0259  DESIGNATION -  10
 PB0259  PID         -  PB0259
 PB0259  STATE/COUNTY-  OR/KLAMATH
 PB0259  USGS QUAD   -  GRASS WELL (1982)
 PB0259
 PB0259                         *CURRENT SURVEY CONTROL
 PB0259  ___________________________________________________________________
 PB0259* NAD 83(1986)-  43 27 57.     (N)    121 23 12.     (W)     SCALED    
 PB0259* NAVD 88     -      1432.667  (meters)    4700.34   (feet)  ADJUSTED  
 PB0259  ___________________________________________________________________
 PB0259  GEOID HEIGHT-         -20.89  (meters)                     GEOID03
 PB0259  DYNAMIC HT  -        1431.916 (meters)    4697.88  (feet)  COMP
 PB0259  MODELED GRAV-     980,045.5   (mgal)                       NAVD 88
 PB0259
 PB0259  VERT ORDER  -  SECOND    CLASS 0
 PB0259
 PB0259.The horizontal coordinates were scaled from a topographic map and have
 PB0259.an estimated accuracy of +/- 6 seconds.
 PB0259
 PB0259.The orthometric height was determined by differential leveling
 PB0259.and adjusted in June 1991.
 PB0259
 PB0259.The geoid height was determined by GEOID03.
 PB0259
 PB0259.The dynamic height is computed by dividing the NAVD 88
 PB0259.geopotential number by the normal gravity value computed on the
 PB0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0259.degrees latitude (g = 980.6199 gals.).
 PB0259
 PB0259.The modeled gravity was interpolated from observed gravity values.
 PB0259
 PB0259;                    North         East    Units  Estimated Accuracy
 PB0259;SPC OR S     -   200,240.    1,428,260.      MT  (+/- 180 meters Scaled)
 PB0259
 PB0259                          SUPERSEDED SURVEY CONTROL
 PB0259
 PB0259  NGVD 29 (??/??/92) 1431.396  (m)         4696.17   (f) ADJ UNCH    2 0
 PB0259
 PB0259.Superseded values are not recommended for survey control.
 PB0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0259.See file dsdata.txt to determine how the superseded data were derived.
 PB0259
 PB0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP305138(NAD 83)
 PB0259_MARKER: DD = SURVEY DISK
 PB0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0259_STAMPING: 4696 10 1929
 PB0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0259+STABILITY: SURFACE MOTION
 PB0259
 PB0259  HISTORY     - Date     Condition        Report By
 PB0259  HISTORY     - 1929     MONUMENTED       BPR
 PB0259  HISTORY     - 1931     GOOD             NGS
 PB0259  HISTORY     - 19860916 MARK NOT FOUND   USPSQD
 PB0259
 PB0259                          STATION DESCRIPTION
 PB0259
 PB0259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 PB0259'17.0 MI SE FROM LAPINE.
 PB0259'IN KLAMATH COUNTY, ABOUT 17.0 MILES SOUTHEAST ALONG THE FREMONT
 PB0259'HIGHWAY (OREGON 31) FROM LAPINE, DESCHUTES COUNTY, AT THE EAST END OF
 PB0259'A CURVE, AND 36 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY.  A
 PB0259'UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK, STAMPED 4696 10
 PB0259'1929 AND SET IN THE TOP OF A CONCRETE POST.
 PB0259
 PB0259                          STATION RECOVERY (1986)
 PB0259
 PB0259'RECOVERY NOTE BY US POWER SQUADRON 1986 (RCC)
 PB0259'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0577 ***********************************************************************
 PB0577  DESIGNATION -  10
 PB0577  PID         -  PB0577
 PB0577  STATE/COUNTY-  OR/DESCHUTES
 PB0577  USGS QUAD   -  HORSE RIDGE (1981)
 PB0577
 PB0577                         *CURRENT SURVEY CONTROL
 PB0577  ___________________________________________________________________
 PB0577* NAD 83(1986)-  43 59 56.     (N)    121 06 59.     (W)     SCALED    
 PB0577* NAVD 88     -      1095.719  (meters)    3594.87   (feet)  ADJUSTED  
 PB0577  ___________________________________________________________________
 PB0577  GEOID HEIGHT-         -20.74  (meters)                     GEOID03
 PB0577  DYNAMIC HT  -        1095.281 (meters)    3593.43  (feet)  COMP
 PB0577  MODELED GRAV-     980,180.7   (mgal)                       NAVD 88
 PB0577
 PB0577  VERT ORDER  -  FIRST     CLASS II
 PB0577
 PB0577.The horizontal coordinates were scaled from a topographic map and have
 PB0577.an estimated accuracy of +/- 6 seconds.
 PB0577
 PB0577.The orthometric height was determined by differential leveling
 PB0577.and adjusted in June 1991.
 PB0577
 PB0577.The geoid height was determined by GEOID03.
 PB0577
 PB0577.The dynamic height is computed by dividing the NAVD 88
 PB0577.geopotential number by the normal gravity value computed on the
 PB0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0577.degrees latitude (g = 980.6199 gals.).
 PB0577
 PB0577.The modeled gravity was interpolated from observed gravity values.
 PB0577
 PB0577;                    North         East    Units  Estimated Accuracy
 PB0577;SPC OR S     -   259,260.    1,450,560.      MT  (+/- 180 meters Scaled)
 PB0577
 PB0577                          SUPERSEDED SURVEY CONTROL
 PB0577
 PB0577.No superseded survey control is available for this station.
 PB0577
 PB0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP510734(NAD 83)
 PB0577_MARKER: N = NAIL
 PB0577_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PB0577_SP_SET: TREE
 PB0577_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PB0577
 PB0577  HISTORY     - Date     Condition        Report By
 PB0577  HISTORY     - UNK      MONUMENTED       ORDT
 PB0577  HISTORY     - 1943     GOOD             NGS
 PB0577
 PB0577                          STATION DESCRIPTION
 PB0577
 PB0577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PB0577'11.3 MI SE FROM BEND.
 PB0577'THIS MARK IS ABOUT 11.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 20 FROM THE
 PB0577'RAILWAY STATION AT BEND, DESCHUTES COUNTY, 0.1 MILE SOUTHEAST OF A
 PB0577'ROAD LEADING EAST, SET IN THE BASE OF A 30-INCH JUNIPER TREE WITH THE
 PB0577'LETTERS B.M. PAINTED ON WEST FACE, 66.0 FEET NORTH OF THE CENTER LINE
 PB0577'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0282 ***********************************************************************
 NZ0282  DESIGNATION -  10
 NZ0282  PID         -  NZ0282
 NZ0282  STATE/COUNTY-  OR/JACKSON
 NZ0282  USGS QUAD   -  TRAIL (1983)
 NZ0282
 NZ0282                         *CURRENT SURVEY CONTROL
 NZ0282  ___________________________________________________________________
 NZ0282* NAD 83(1986)-  42 43 25.     (N)    122 50 46.     (W)     SCALED    
 NZ0282* NAVD 88     -       665.594  (meters)    2183.70   (feet)  ADJUSTED  
 NZ0282  ___________________________________________________________________
 NZ0282  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 NZ0282  DYNAMIC HT  -         665.336 (meters)    2182.86  (feet)  COMP
 NZ0282  MODELED GRAV-     980,210.8   (mgal)                       NAVD 88
 NZ0282
 NZ0282  VERT ORDER  -  SECOND    CLASS 0
 NZ0282
 NZ0282.The horizontal coordinates were scaled from a topographic map and have
 NZ0282.an estimated accuracy of +/- 6 seconds.
 NZ0282
 NZ0282.The orthometric height was determined by differential leveling
 NZ0282.and adjusted in June 1991.
 NZ0282
 NZ0282.The geoid height was determined by GEOID03.
 NZ0282
 NZ0282.The dynamic height is computed by dividing the NAVD 88
 NZ0282.geopotential number by the normal gravity value computed on the
 NZ0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0282.degrees latitude (g = 980.6199 gals.).
 NZ0282
 NZ0282.The modeled gravity was interpolated from observed gravity values.
 NZ0282
 NZ0282;                    North         East    Units  Estimated Accuracy
 NZ0282;SPC OR S     -   120,100.    1,307,880.      MT  (+/- 180 meters Scaled)
 NZ0282
 NZ0282                          SUPERSEDED SURVEY CONTROL
 NZ0282
 NZ0282  NGVD 29 (??/??/92)  664.532  (m)         2180.22   (f) ADJ UNCH    2 0
 NZ0282
 NZ0282.Superseded values are not recommended for survey control.
 NZ0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0282.See file dsdata.txt to determine how the superseded data were derived.
 NZ0282
 NZ0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN125301(NAD 83)
 NZ0282_MARKER: DD = SURVEY DISK
 NZ0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NZ0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0282+STABILITY: SURFACE MOTION
 NZ0282
 NZ0282  HISTORY     - Date     Condition        Report By
 NZ0282  HISTORY     - UNK      MONUMENTED       BPR
 NZ0282  HISTORY     - 1949     GOOD             NGS
 NZ0282  HISTORY     - 1960     MARK NOT FOUND   NGS
 NZ0282
 NZ0282                          STATION DESCRIPTION
 NZ0282
 NZ0282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 NZ0282'4.8 MI S FROM DIVIDE G S.
 NZ0282'4.8 MILES SOUTH ALONG STATE HIGHWAY 227 FROM DIVIDE GUARD STATION, AT
 NZ0282'THE JUNCTION WITH A DIM ROAD LEADING SOUTHWEST, AT THE NORTHWEST END
 NZ0282'OF A LOW CUT, 31 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 NZ0282'10 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 3.2 FEET NORTHWEST
 NZ0282'OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE HIGHWAY, AND SET IN
 NZ0282'THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 NZ0282
 NZ0282                          STATION RECOVERY (1960)
 NZ0282
 NZ0282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 NZ0282'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3594 ***********************************************************************
 RD3594  DESIGNATION -  10
 RD3594  PID         -  RD3594
 RD3594  STATE/COUNTY-  OR/MULTNOMAH
 RD3594  USGS QUAD   -  SAUVIE ISLAND (1990)
 RD3594
 RD3594                         *CURRENT SURVEY CONTROL
 RD3594  ___________________________________________________________________
 RD3594* NAD 83(1991)-  45 38 42.19351(N)    122 46 30.28087(W)     ADJUSTED  
 RD3594* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 RD3594  ___________________________________________________________________
 RD3594  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 RD3594  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 RD3594  HORZ ORDER  -  THIRD
 RD3594
 RD3594.The horizontal coordinates were established by classical geodetic methods
 RD3594.and adjusted by the National Geodetic Survey in October 1991.
 RD3594
 RD3594.The orthometric height was scaled from a topographic map.
 RD3594
 RD3594.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3594
 RD3594.The geoid height was determined by GEOID03.
 RD3594
 RD3594;                    North         East     Units Scale Factor Converg.
 RD3594;SPC OR N     -   222,341.609 2,322,677.474   MT  0.99992912   -1 36 48.4
 RD3594;SPC OR N     -   729,467.22  7,620,332.92   iFT  0.99992912   -1 36 48.4
 RD3594;SPC WA S     -    37,206.143   322,657.546   MT  1.00004799   -1 39 09.4
 RD3594;SPC WA S     -   122,067.15  1,058,585.63   sFT  1.00004799   -1 39 09.4
 RD3594;UTM  10      - 5,054,636.359   517,527.256   MT  0.99960378   +0 09 39.0
 RD3594
 RD3594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3594!SPC OR N     -   1.00000341  x   0.99992912  =   0.99993253
 RD3594!SPC WA S     -   1.00000341  x   1.00004799  =   1.00005140
 RD3594!UTM  10      -   1.00000341  x   0.99960378  =   0.99960719
 RD3594
 RD3594|---------------------------------------------------------------------|
 RD3594| PID    Reference Object                     Distance      Geod. Az  |
 RD3594|                                                           dddmmss.s |
 RD3594| RD3591 8                                   357.800 METERS 03645     |
 RD3594| RD3595 11                                  APPROX. 0.6 KM 1833730.5 |
 RD3594| RD3600 12                                  379.114 METERS 22632     |
 RD3594|---------------------------------------------------------------------|
 RD3594
 RD3594                          SUPERSEDED SURVEY CONTROL
 RD3594
 RD3594  NAD 83(1986)-  45 38 42.21266(N)    122 46 30.28241(W) AD(       ) 3
 RD3594  NAD 27      -  45 38 42.79100(N)    122 46 25.91800(W) AD(       ) 3
 RD3594
 RD3594.Superseded values are not recommended for survey control.
 RD3594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3594.See file dsdata.txt to determine how the superseded data were derived.
 RD3594
 RD3594_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1752754636(NAD 83)
 RD3594
 RD3594  HISTORY     - Date     Condition        Report By
 RD3594  HISTORY     - 1899     MONUMENTED       USE
 RD3594  HISTORY     - 1960     SEE DESCRIPTION  CGS
 RD3594  HISTORY     - 19940423 MARK NOT FOUND   USPSQD
 RD3594
 RD3594                          STATION DESCRIPTION
 RD3594
 RD3594'DESCRIBED BY US ENGINEERS 1899
 RD3594'THE STATION IS MARKED BY A PIPE.
 RD3594
 RD3594                          STATION RECOVERY (1960)
 RD3594
 RD3594'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ANS)
 RD3594'STATION WAS MARKED BY A PIPE.  THIS STATION WAS PLOTTED ON A
 RD3594'PLANIMETRIC MAP FROM ITS GEOGRAPHIC POSITION.
 RD3594'
 RD3594'IT IS QUITE CERTAIN THAT THIS STATION HAS BEEN DESTROYED BY THE
 RD3594'CONSTRUCTION OF THE LEVEE ALONG THE WEST SIDE OF THE WILLAMETTE
 RD3594'RIVER.
 RD3594'
 RD3594'THIS STATION SHOULD BE CLASSIFIED AS DESTROYED.
 RD3594
 RD3594                          STATION RECOVERY (1994)
 RD3594
 RD3594'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD3594'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0614 ***********************************************************************
 NW0614  DESIGNATION -  10 BKC
 NW0614  PID         -  NW0614
 NW0614  STATE/COUNTY-  OR/MALHEUR
 NW0614  USGS QUAD   -  SKULL CREEK (1980)
 NW0614
 NW0614                         *CURRENT SURVEY CONTROL
 NW0614  ___________________________________________________________________
 NW0614* NAD 83(1986)-  42 39 46.     (N)    117 17 42.     (W)     SCALED    
 NW0614* NAVD 88     -      1423.074  (meters)    4668.87   (feet)  ADJUSTED  
 NW0614  ___________________________________________________________________
 NW0614  GEOID HEIGHT-         -17.52  (meters)                     GEOID03
 NW0614  DYNAMIC HT  -        1422.235 (meters)    4666.12  (feet)  COMP
 NW0614  MODELED GRAV-     979,981.2   (mgal)                       NAVD 88
 NW0614
 NW0614  VERT ORDER  -  SECOND    CLASS 0
 NW0614
 NW0614.The horizontal coordinates were scaled from a topographic map and have
 NW0614.an estimated accuracy of +/- 6 seconds.
 NW0614
 NW0614.The orthometric height was determined by differential leveling
 NW0614.and adjusted in August 1995.
 NW0614
 NW0614.The geoid height was determined by GEOID03.
 NW0614
 NW0614.The dynamic height is computed by dividing the NAVD 88
 NW0614.geopotential number by the normal gravity value computed on the
 NW0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0614.degrees latitude (g = 980.6199 gals.).
 NW0614
 NW0614.The modeled gravity was interpolated from observed gravity values.
 NW0614
 NW0614;                    North         East    Units  Estimated Accuracy
 NW0614;SPC OR S     -   115,680.    1,762,680.      MT  (+/- 180 meters Scaled)
 NW0614
 NW0614                          SUPERSEDED SURVEY CONTROL
 NW0614
 NW0614.No superseded survey control is available for this station.
 NW0614
 NW0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH758234(NAD 83)
 NW0614_MARKER: DB = BENCH MARK DISK
 NW0614_SETTING: 66 = SET IN ROCK OUTCROP
 NW0614_SP_SET: ROCK OUTCROP
 NW0614_STAMPING: 10 BKC 1973 4665
 NW0614_MARK LOGO: USGS  
 NW0614_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0614_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0614+STABILITY: POSITION/ELEVATION WELL
 NW0614_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0614+SATELLITE: SATELLITE OBSERVATIONS - 1973
 NW0614
 NW0614  HISTORY     - Date     Condition        Report By
 NW0614  HISTORY     - 1973     MONUMENTED       USGS
 NW0614
 NW0614                          STATION DESCRIPTION
 NW0614
 NW0614'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 NW0614'FROM ROME, OREGON PROCEED 24.2 MILES SOUTH AND SOUTHEAST ALONG A
 NW0614'TRACK ROAD, ABOUT 500 FEET SOUTHWEST OF A STOCK POND, 132 FEET
 NW0614'SOUTHEAST OF THE CENTERLINE OF THE ROAD, AT THE POINT OF A RIDGE,
 NW0614'ABOUT 3 FEET HIGHER THAN THE SURROUNDING GROUND, CEMENTED IN THE
 NW0614'SOUTH END OF A LARGE OUTCROP THAT PROJECTS 4.0 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2683 ***********************************************************************
 QE2683  DESIGNATION -  10 KJO
 QE2683  PID         -  QE2683
 QE2683  STATE/COUNTY-  OR/LINCOLN
 QE2683  USGS QUAD   -  HARLAN (1984)
 QE2683
 QE2683                         *CURRENT SURVEY CONTROL
 QE2683  ___________________________________________________________________
 QE2683* NAD 83(1986)-  44 35 13.     (N)    123 39 12.     (W)     SCALED    
 QE2683* NAVD 88     -       202.428  (meters)     664.13   (feet)  ADJUSTED  
 QE2683  ___________________________________________________________________
 QE2683  GEOID HEIGHT-         -22.09  (meters)                     GEOID03
 QE2683  DYNAMIC HT  -         202.421 (meters)     664.11  (feet)  COMP
 QE2683  MODELED GRAV-     980,576.3   (mgal)                       NAVD 88
 QE2683
 QE2683  VERT ORDER  -  SECOND    CLASS I
 QE2683
 QE2683.The horizontal coordinates were scaled from a topographic map and have
 QE2683.an estimated accuracy of +/- 6 seconds.
 QE2683
 QE2683.The orthometric height was determined by differential leveling
 QE2683.and adjusted in August 1995.
 QE2683
 QE2683.The geoid height was determined by GEOID03.
 QE2683
 QE2683.The dynamic height is computed by dividing the NAVD 88
 QE2683.geopotential number by the normal gravity value computed on the
 QE2683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE2683.degrees latitude (g = 980.6199 gals.).
 QE2683
 QE2683.The modeled gravity was interpolated from observed gravity values.
 QE2683
 QE2683;                    North         East    Units  Estimated Accuracy
 QE2683;SPC OR N     -   107,150.    2,249,670.      MT  (+/- 180 meters Scaled)
 QE2683
 QE2683                          SUPERSEDED SURVEY CONTROL
 QE2683
 QE2683.No superseded survey control is available for this station.
 QE2683
 QE2683_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ481372(NAD 83)
 QE2683_MARKER: DB = BENCH MARK DISK
 QE2683_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QE2683_SP_SET: COPPER-CLAD STEEL ROD
 QE2683_STAMPING: 10 KJO 1979 661
 QE2683_MARK LOGO: USGS  
 QE2683_PROJECTION: PROJECTING 8 CENTIMETERS
 QE2683_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE2683_ROD/PIPE-DEPTH: 7.62 meters
 QE2683
 QE2683  HISTORY     - Date     Condition        Report By
 QE2683  HISTORY     - 1979     MONUMENTED       USGS
 QE2683
 QE2683                          STATION DESCRIPTION
 QE2683
 QE2683'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 QE2683'4.6 KM (2.85 MI) SW FROM BURNT WOODS.
 QE2683'BURNT WOODS, 2.85 MI SW OF.  AT MIDDLE OF TURNOUT, 210 FT E OF
 QE2683'POWERPOLE EB 39, 56 FT SE OF CENTERLINE OF RD, ABOUT 18 FT S OF
 QE2683'CONCRETE CULVERT.
 QE2683'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0781 ***********************************************************************
 PA0781  DESIGNATION -  10 LRC
 PA0781  PID         -  PA0781
 PA0781  STATE/COUNTY-  OR/HARNEY
 PA0781  USGS QUAD   -  LITTLE JUNIPER MTN (1984)
 PA0781
 PA0781                         *CURRENT SURVEY CONTROL
 PA0781  ___________________________________________________________________
 PA0781* NAD 83(1986)-  43 09 38.     (N)    119 48 48.     (W)     SCALED    
 PA0781* NAVD 88     -      1547.037  (meters)    5075.57   (feet)  ADJUSTED  
 PA0781  ___________________________________________________________________
 PA0781  GEOID HEIGHT-         -19.78  (meters)                     GEOID03
 PA0781  DYNAMIC HT  -        1546.163 (meters)    5072.70  (feet)  COMP
 PA0781  MODELED GRAV-     980,000.4   (mgal)                       NAVD 88
 PA0781
 PA0781  VERT ORDER  -  SECOND    CLASS 0
 PA0781
 PA0781.The horizontal coordinates were scaled from a topographic map and have
 PA0781.an estimated accuracy of +/- 6 seconds.
 PA0781
 PA0781.The orthometric height was determined by differential leveling
 PA0781.and adjusted in August 1995.
 PA0781
 PA0781.The geoid height was determined by GEOID03.
 PA0781
 PA0781.The dynamic height is computed by dividing the NAVD 88
 PA0781.geopotential number by the normal gravity value computed on the
 PA0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0781.degrees latitude (g = 980.6199 gals.).
 PA0781
 PA0781.The modeled gravity was interpolated from observed gravity values.
 PA0781
 PA0781;                    North         East    Units  Estimated Accuracy
 PA0781;SPC OR S     -   166,170.    1,555,840.      MT  (+/- 180 meters Scaled)
 PA0781
 PA0781                          SUPERSEDED SURVEY CONTROL
 PA0781
 PA0781.No superseded survey control is available for this station.
 PA0781
 PA0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKH712824(NAD 83)
 PA0781_MARKER: DB = BENCH MARK DISK
 PA0781_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PA0781+WITH SETTING: INFORMATION.
 PA0781_SP_SET: METAL ROD DRIVEN INTO GROUND
 PA0781_STAMPING: 10 LRC 1970 5071
 PA0781_MARK LOGO: USGS  
 PA0781_MAGNETIC: I = MARKER IS A STEEL ROD
 PA0781_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PA0781
 PA0781  HISTORY     - Date     Condition        Report By
 PA0781  HISTORY     - 1970     MONUMENTED       USGS
 PA0781
 PA0781                          STATION DESCRIPTION
 PA0781
 PA0781'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 PA0781'FROM WAGONTIRE, OREGON, PROCEED 4.5 MILES SOUTHWEST ALONG U S HIGHWAY
 PA0781'395 TO DRY VALLEY ROAD, THENCE 5.7 MILES SOUTH ALONG DRY VALLEY ROAD
 PA0781'TO THE NORTH EDGE OF A THICK GROVE OF JUNIPER, 225 FEET NORTHWEST OF
 PA0781'A CURVE, 34 FEET NORTHEAST OF AND 1 FOOT LOWER THAN THE CENTERLINE OF
 PA0781'THE ROAD, 4 FEET SOUTHWEST OF A WITNESS POST.  THE ROD DEPTH IS
 PA0781'UNKNOWN AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0115 ***********************************************************************
 QE0115  DESIGNATION -  10 M
 QE0115  PID         -  QE0115
 QE0115  STATE/COUNTY-  OR/LANE
 QE0115  USGS QUAD   -  MT HAGAN (1989)
 QE0115
 QE0115                         *CURRENT SURVEY CONTROL
 QE0115  ___________________________________________________________________
 QE0115* NAD 83(1986)-  44 07 42.     (N)    122 22 47.     (W)     SCALED    
 QE0115* NAVD 88     -       303.404  (meters)     995.42   (feet)  ADJUSTED  
 QE0115  ___________________________________________________________________
 QE0115  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 QE0115  DYNAMIC HT  -         303.335 (meters)     995.19  (feet)  COMP
 QE0115  MODELED GRAV-     980,386.9   (mgal)                       NAVD 88
 QE0115
 QE0115  VERT ORDER  -  FIRST     CLASS II
 QE0115
 QE0115.The horizontal coordinates were scaled from a topographic map and have
 QE0115.an estimated accuracy of +/- 6 seconds.
 QE0115
 QE0115.The orthometric height was determined by differential leveling
 QE0115.and adjusted in June 1991.
 QE0115
 QE0115.The geoid height was determined by GEOID03.
 QE0115
 QE0115.The dynamic height is computed by dividing the NAVD 88
 QE0115.geopotential number by the normal gravity value computed on the
 QE0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0115.degrees latitude (g = 980.6199 gals.).
 QE0115
 QE0115.The modeled gravity was interpolated from observed gravity values.
 QE0115
 QE0115;                    North         East    Units  Estimated Accuracy
 QE0115;SPC OR S     -   275,150.    1,349,570.      MT  (+/- 180 meters Scaled)
 QE0115
 QE0115                          SUPERSEDED SURVEY CONTROL
 QE0115
 QE0115  NGVD 29 (??/??/92)  302.26   (m)          991.7    (f) COMPUTED    1 2
 QE0115
 QE0115.Superseded values are not recommended for survey control.
 QE0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0115.See file dsdata.txt to determine how the superseded data were derived.
 QE0115
 QE0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP496863(NAD 83)
 QE0115_MARKER: DD = SURVEY DISK
 QE0115_SETTING: 66 = SET IN ROCK OUTCROP
 QE0115_SP_SET: ROCK
 QE0115_STAMPING: 10M 1927
 QE0115_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QE0115+STABILITY: POSITION/ELEVATION WELL
 QE0115
 QE0115  HISTORY     - Date     Condition        Report By
 QE0115  HISTORY     - 1927     MONUMENTED       USGS
 QE0115  HISTORY     - 1930     GOOD             NGS
 QE0115  HISTORY     - 1979     GOOD             LOCSUR
 QE0115
 QE0115                          STATION DESCRIPTION
 QE0115
 QE0115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1930
 QE0115'3.2 MI W FROM BLUE RIVER.
 QE0115'60 FEET WEST OF HIGHWAY, IN NORTHWEST CORNER OF 30-FOOT ROCK IN EDGE
 QE0115'OF RIVER, WITH ROCK-FILLED PATH LEADING TO ROCK.
 QE0115
 QE0115                          STATION RECOVERY (1979)
 QE0115
 QE0115'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 QE0115'B.M. IS LOCATED ON FLAT SURFACE OF ROCK WHICH IS ON THE WESTERLY END
 QE0115'OF 'FINN ROCK' ABOUT 5 FEET ABOVE GROUND. B.M. IS ABOUT 10 FEET
 QE0115'SOUTHERLY OF HIGHWAY 126 AND 38 AND 550 FEET WESTERLY OF FINN ROCK
 QE0115'POST OFFICE 50660 MC KENZIE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0116 ***********************************************************************
 QE0116  DESIGNATION -  10 M RESET
 QE0116  PID         -  QE0116
 QE0116  STATE/COUNTY-  OR/LANE
 QE0116  USGS QUAD   -  MT HAGAN (1989)
 QE0116
 QE0116                         *CURRENT SURVEY CONTROL
 QE0116  ___________________________________________________________________
 QE0116* NAD 83(1986)-  44 07 42.     (N)    122 22 46.     (W)     SCALED    
 QE0116* NAVD 88     -       303.396  (meters)     995.39   (feet)  ADJUSTED  
 QE0116  ___________________________________________________________________
 QE0116  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 QE0116  DYNAMIC HT  -         303.328 (meters)     995.17  (feet)  COMP
 QE0116  MODELED GRAV-     980,386.8   (mgal)                       NAVD 88
 QE0116
 QE0116  VERT ORDER  -  FIRST     CLASS II
 QE0116
 QE0116.The horizontal coordinates were scaled from a topographic map and have
 QE0116.an estimated accuracy of +/- 6 seconds.
 QE0116
 QE0116.The orthometric height was determined by differential leveling
 QE0116.and adjusted in June 1991.
 QE0116
 QE0116.The geoid height was determined by GEOID03.
 QE0116
 QE0116.The dynamic height is computed by dividing the NAVD 88
 QE0116.geopotential number by the normal gravity value computed on the
 QE0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0116.degrees latitude (g = 980.6199 gals.).
 QE0116
 QE0116.The modeled gravity was interpolated from observed gravity values.
 QE0116
 QE0116;                    North         East    Units  Estimated Accuracy
 QE0116;SPC OR S     -   275,150.    1,349,590.      MT  (+/- 180 meters Scaled)
 QE0116
 QE0116                          SUPERSEDED SURVEY CONTROL
 QE0116
 QE0116  NGVD 29 (??/??/92)  302.264  (m)          991.68   (f) ADJ UNCH    1 2
 QE0116
 QE0116.Superseded values are not recommended for survey control.
 QE0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0116.See file dsdata.txt to determine how the superseded data were derived.
 QE0116
 QE0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP496863(NAD 83)
 QE0116_MARKER: DD = SURVEY DISK
 QE0116_SETTING: 66 = SET IN ROCK OUTCROP
 QE0116_SP_SET: BEDROCK
 QE0116_STAMPING: 10 M 1927 992
 QE0116_MARK LOGO: USGS  
 QE0116_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QE0116+STABILITY: POSITION/ELEVATION WELL
 QE0116
 QE0116  HISTORY     - Date     Condition        Report By
 QE0116  HISTORY     - 1927     MONUMENTED       LOCENG
 QE0116  HISTORY     - 1943     GOOD             NGS
 QE0116  HISTORY     - 1987     GOOD             NGS
 QE0116
 QE0116                          STATION DESCRIPTION
 QE0116
 QE0116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QE0116'3.1 MI W FROM BLUE RIVER.
 QE0116'ABOUT 3.1 MILES WEST ALONG U.S. HIGHWAY 28 FROM THE POST OFFICE AT
 QE0116'BLUE RIVER, LANE COUNTY, 129.0 FEET EAST OF THE NORTHEAST CORNER OF A
 QE0116'LONG BRIDGE OVER MCKENZIE RIVER, SET IN THE TOP OF FINN ROCK,
 QE0116'PROMINENT NATURAL FEATURE, CEMENTED INTO A SHELF ON THE WEST SIDE, IN
 QE0116'SERIES OF NATURAL STEPS USED FOR CLIMBING ROCK, ABOUT 5.0 FEET ABOVE
 QE0116'THE LEVEL OF THE HIGHWAY, 29.0 FEET SOUTH OF THE CENTER LINE OF THE
 QE0116'HIGHWAY.
 QE0116
 QE0116                          STATION RECOVERY (1987)
 QE0116
 QE0116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE0116'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  20.0 KM
 QE0116'(12.45 MI) WESTERLY ALONG STATE HIGHWAY 126 FROM ITS JUNCTION WITH
 QE0116'TAYLOR ROAD IN MCKENZIE BRIDGE, IN THE SOUTHWESTERN EDGE OF A 53 BY
 QE0116'40 FOOT EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT (KNOWN AS FINN
 QE0116'ROCK), IN ONE OF A SERIES OF NATURAL STEPS USED FOR CLIMBING THE
 QE0116'ROCK, 122.5 M (401.9 FT) NORTH OF THE CENTER OF QUARTZ CIRCLE ROAD,
 QE0116'16.3 M (53.5 FT) SOUTHWEST OF THE NORTHEAST END OF THE BEDROCK, AND
 QE0116'7.6 M (24.9 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 QE0116'NOTE--THE TOP OF THE MARK HAS SOME MARKS LIKE IT HAS BEEN CHISELED,
 QE0116'BUT NOT TO BAD AND IS STILL FLAT.
 QE0116'THE MARK IS 1.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0849 ***********************************************************************
 PB0849  DESIGNATION -  10 PSM
 PB0849  PID         -  PB0849
 PB0849  STATE/COUNTY-  OR/LAKE
 PB0849  USGS QUAD   -  WALKER BUTTE (1983)
 PB0849
 PB0849                         *CURRENT SURVEY CONTROL
 PB0849  ___________________________________________________________________
 PB0849* NAD 83(1986)-  43 30 02.     (N)    120 39 44.     (W)     SCALED    
 PB0849* NAVD 88     -      1360.261  (meters)    4462.79   (feet)  ADJUSTED  
 PB0849  ___________________________________________________________________
 PB0849  GEOID HEIGHT-         -20.27  (meters)                     GEOID03
 PB0849  DYNAMIC HT  -        1359.568 (meters)    4460.52  (feet)  COMP
 PB0849  MODELED GRAV-     980,062.4   (mgal)                       NAVD 88
 PB0849
 PB0849  VERT ORDER  -  THIRD
 PB0849
 PB0849.The horizontal coordinates were scaled from a topographic map and have
 PB0849.an estimated accuracy of +/- 6 seconds.
 PB0849
 PB0849.The orthometric height was determined by differential leveling
 PB0849.and adjusted in August 1995.
 PB0849
 PB0849.The geoid height was determined by GEOID03.
 PB0849
 PB0849.The dynamic height is computed by dividing the NAVD 88
 PB0849.geopotential number by the normal gravity value computed on the
 PB0849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0849.degrees latitude (g = 980.6199 gals.).
 PB0849
 PB0849.The modeled gravity was interpolated from observed gravity values.
 PB0849
 PB0849;                    North         East    Units  Estimated Accuracy
 PB0849;SPC OR S     -   203,730.    1,486,880.      MT  (+/- 180 meters Scaled)
 PB0849
 PB0849                          SUPERSEDED SURVEY CONTROL
 PB0849
 PB0849.No superseded survey control is available for this station.
 PB0849
 PB0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP889190(NAD 83)
 PB0849_MARKER: DB = BENCH MARK DISK
 PB0849_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PB0849+WITH SETTING: INFORMATION.
 PB0849_SP_SET: ROD CEMENTED TO SUBSURFACE ROC
 PB0849_STAMPING: 10 PSM 1978 4459
 PB0849_MARK LOGO: USGS  
 PB0849_PROJECTION: PROJECTING 8 CENTIMETERS
 PB0849_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PB0849_ROD/PIPE-DEPTH: 0.91 meters
 PB0849
 PB0849  HISTORY     - Date     Condition        Report By
 PB0849  HISTORY     - 1978     MONUMENTED       USGS
 PB0849
 PB0849                          STATION DESCRIPTION
 PB0849
 PB0849'DESCRIBED BY US GEOLOGICAL SURVEY 1978
 PB0849'40.9 KM (25.40 MI) NORTH FROM CHRISTMAS VALLEY.
 PB0849'CHRISTMAS VALLEY PO, 2.0 MI E OF, THENCE 23.4 MI N ALONG MILLICAN RD.
 PB0849'IN SEC 10 T24S R17E, AT X-RD, 32 FT N OF RD, 32 FT W OF RD, 12 FT W
 PB0849'OF TREE, 3 FT E OF CAIRN, SET ON 3 FT OF COPPERCOATED ROD CEMENTED IN
 PB0849'SUBSURFACE ROCK, ENCASED IN GREEN PLASTIC PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0694 ***********************************************************************
 NW0694  DESIGNATION -  10 RTV
 NW0694  PID         -  NW0694
 NW0694  STATE/COUNTY-  OR/MALHEUR
 NW0694  USGS QUAD   -  JACKSON SUMMIT (1982)
 NW0694
 NW0694                         *CURRENT SURVEY CONTROL
 NW0694  ___________________________________________________________________
 NW0694* NAD 83(1986)-  42 13 36.     (N)    117 40 48.     (W)     SCALED    
 NW0694* NAVD 88     -      1840.820  (meters)    6039.42   (feet)  ADJUSTED  
 NW0694  ___________________________________________________________________
 NW0694  GEOID HEIGHT-         -18.14  (meters)                     GEOID03
 NW0694  DYNAMIC HT  -        1839.554 (meters)    6035.27  (feet)  COMP
 NW0694  MODELED GRAV-     979,867.4   (mgal)                       NAVD 88
 NW0694
 NW0694  VERT ORDER  -  SECOND    CLASS 0
 NW0694
 NW0694.The horizontal coordinates were scaled from a topographic map and have
 NW0694.an estimated accuracy of +/- 6 seconds.
 NW0694
 NW0694.The orthometric height was determined by differential leveling
 NW0694.and adjusted in August 1995.
 NW0694
 NW0694.The geoid height was determined by GEOID03.
 NW0694
 NW0694.The dynamic height is computed by dividing the NAVD 88
 NW0694.geopotential number by the normal gravity value computed on the
 NW0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0694.degrees latitude (g = 980.6199 gals.).
 NW0694
 NW0694.The modeled gravity was interpolated from observed gravity values.
 NW0694
 NW0694;                    North         East    Units  Estimated Accuracy
 NW0694;SPC OR S     -    66,130.    1,732,770.      MT  (+/- 180 meters Scaled)
 NW0694
 NW0694                          SUPERSEDED SURVEY CONTROL
 NW0694
 NW0694.No superseded survey control is available for this station.
 NW0694
 NW0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG438751(NAD 83)
 NW0694_MARKER: DB = BENCH MARK DISK
 NW0694_SETTING: 66 = SET IN ROCK OUTCROP
 NW0694_SP_SET: BEDROCK
 NW0694_STAMPING: 10 RTV 1979
 NW0694_MARK LOGO: USGS  
 NW0694_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0694_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0694+STABILITY: POSITION/ELEVATION WELL
 NW0694
 NW0694  HISTORY     - Date     Condition        Report By
 NW0694  HISTORY     - 1979     MONUMENTED       USGS
 NW0694
 NW0694                          STATION DESCRIPTION
 NW0694
 NW0694'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 NW0694'FROM THE MCDERMITT, NEVADA POST OFFICE, PROCEED 15.3 MILES NORTH
 NW0694'ALONG U S HIGHWAY 95, THENCE 6.45 MILES EAST, 305 FEET SOUTHWEST OF A
 NW0694'FAINT INTERSECTION, 110 FEET SOUTH OF THE CENTERLINE OF THE ROAD, SET
 NW0694'ON 3 FEET OF COPPER-COATED ROD CEMENTED IN BEDROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0022 ***********************************************************************
 QE0022  DESIGNATION -  10 S
 QE0022  PID         -  QE0022
 QE0022  STATE/COUNTY-  OR/MARION
 QE0022  USGS QUAD   -  DETROIT (1994)
 QE0022
 QE0022                         *CURRENT SURVEY CONTROL
 QE0022  ___________________________________________________________________
 QE0022* NAD 83(1986)-  44 42 56.     (N)    122 14 38.     (W)     SCALED    
 QE0022* NAVD 88     -       377.708  (meters)    1239.20   (feet)  ADJUSTED  
 QE0022  ___________________________________________________________________
 QE0022  GEOID HEIGHT-         -22.00  (meters)                     GEOID03
 QE0022  DYNAMIC HT  -         377.622 (meters)    1238.91  (feet)  COMP
 QE0022  MODELED GRAV-     980,380.9   (mgal)                       NAVD 88
 QE0022
 QE0022  VERT ORDER  -  FIRST     CLASS II
 QE0022
 QE0022.The horizontal coordinates were scaled from a topographic map and have
 QE0022.an estimated accuracy of +/- 6 seconds.
 QE0022
 QE0022.The orthometric height was determined by differential leveling
 QE0022.and adjusted in June 1991.
 QE0022
 QE0022.The geoid height was determined by GEOID03.
 QE0022
 QE0022.The dynamic height is computed by dividing the NAVD 88
 QE0022.geopotential number by the normal gravity value computed on the
 QE0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0022.degrees latitude (g = 980.6199 gals.).
 QE0022
 QE0022.The modeled gravity was interpolated from observed gravity values.
 QE0022
 QE0022;                    North         East    Units  Estimated Accuracy
 QE0022;SPC OR N     -   118,050.    2,361,840.      MT  (+/- 180 meters Scaled)
 QE0022
 QE0022                          SUPERSEDED SURVEY CONTROL
 QE0022
 QE0022  NGVD 29 (??/??/92)  376.613  (m)         1235.60   (f) ADJ UNCH    1 2
 QE0022
 QE0022.Superseded values are not recommended for survey control.
 QE0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0022.See file dsdata.txt to determine how the superseded data were derived.
 QE0022
 QE0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ598516(NAD 83)
 QE0022_MARKER: DD = SURVEY DISK
 QE0022_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QE0022_SP_SET: PIER
 QE0022_STAMPING: 10 S 1925
 QE0022_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE0022
 QE0022  HISTORY     - Date     Condition        Report By
 QE0022  HISTORY     - 1925     MONUMENTED       USGS
 QE0022  HISTORY     - 1941     GOOD             NGS
 QE0022  HISTORY     - 1955     MARK NOT FOUND   NGS
 QE0022
 QE0022                          STATION DESCRIPTION
 QE0022
 QE0022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QE0022'0.9 MI NW FROM HALLS.
 QE0022'MARK IS LOCATED ALONG SOUTHERN PACIFIC COMPANY RAILROAD, ABOUT 190
 QE0022'FEET NORTHWEST OF MILE POST NO. 740, SOUTHWEST END OF CONCRETE PIER
 QE0022'UNDER CENTER OF TRESTLE NO. 739 D, ABOUT 24 FEET BELOW TRACKS.
 QE0022
 QE0022                          STATION RECOVERY (1955)
 QE0022
 QE0022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 QE0022'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0367 ***********************************************************************
 NX0367  DESIGNATION -  10 STR
 NX0367  PID         -  NX0367
 NX0367  STATE/COUNTY-  OR/MALHEUR
 NX0367  USGS QUAD   -  GRASSY RIDGE WELL (1981)
 NX0367
 NX0367                         *CURRENT SURVEY CONTROL
 NX0367  ___________________________________________________________________
 NX0367* NAD 83(1986)-  42 44 10.     (N)    118 05 31.     (W)     SCALED    
 NX0367* NAVD 88     -      1247.678  (meters)    4093.42   (feet)  ADJUSTED  
 NX0367  ___________________________________________________________________
 NX0367  GEOID HEIGHT-         -18.53  (meters)                     GEOID03
 NX0367  DYNAMIC HT  -        1246.987 (meters)    4091.16  (feet)  COMP
 NX0367  MODELED GRAV-     980,023.9   (mgal)                       NAVD 88
 NX0367
 NX0367  VERT ORDER  -  SECOND    CLASS 0
 NX0367
 NX0367.The horizontal coordinates were scaled from a topographic map and have
 NX0367.an estimated accuracy of +/- 6 seconds.
 NX0367
 NX0367.The orthometric height was determined by differential leveling
 NX0367.and adjusted in August 1995.
 NX0367
 NX0367.The geoid height was determined by GEOID03.
 NX0367
 NX0367.The dynamic height is computed by dividing the NAVD 88
 NX0367.geopotential number by the normal gravity value computed on the
 NX0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0367.degrees latitude (g = 980.6199 gals.).
 NX0367
 NX0367.The modeled gravity was interpolated from observed gravity values.
 NX0367
 NX0367;                    North         East    Units  Estimated Accuracy
 NX0367;SPC OR S     -   121,630.    1,697,150.      MT  (+/- 180 meters Scaled)
 NX0367
 NX0367                          SUPERSEDED SURVEY CONTROL
 NX0367
 NX0367.No superseded survey control is available for this station.
 NX0367
 NX0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH106320(NAD 83)
 NX0367_MARKER: DB = BENCH MARK DISK
 NX0367_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NX0367+WITH SETTING: INFORMATION.
 NX0367_SP_SET: SHALLOW-SET METAL ROD
 NX0367_STAMPING: 10 STR 1975 4090
 NX0367_MARK LOGO: USGS  
 NX0367_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NX0367
 NX0367  HISTORY     - Date     Condition        Report By
 NX0367  HISTORY     - 1975     MONUMENTED       USGS
 NX0367
 NX0367                          STATION DESCRIPTION
 NX0367
 NX0367'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 NX0367'32.8 KM (20.40 MI) WSW FROM BURNS JUNCTION.
 NX0367'BURNS JCT, 6.5 MI S OF, ALONG US HWY 95, THENCE 1.3 MI SW ALONG
 NX0367'GRADED RD TO GATE, THENCE 1.95 MI N AND W ALONG TRACK RD TO Y-RD,
 NX0367'THENCE 5.3 MI W TO Y-RD, THENCE 5.4 MI W TO SHARP BEND TO NW.  38 FT
 NX0367'N OF CENTERLINE OF RD.  SET ON COPPER-COATED ROD OF UNRECORDED DEPTH.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0441 ***********************************************************************
 QE0441  DESIGNATION -  100
 QE0441  PID         -  QE0441
 QE0441  STATE/COUNTY-  OR/LINN
 QE0441  USGS QUAD   -  LEBANON (1986)
 QE0441
 QE0441                         *CURRENT SURVEY CONTROL
 QE0441  ___________________________________________________________________
 QE0441* NAD 83(1986)-  44 32 13.     (N)    122 54 24.     (W)     SCALED    
 QE0441* NAVD 88     -       107.020  (meters)     351.11   (feet)  ADJUSTED  
 QE0441  ___________________________________________________________________
 QE0441  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 QE0441  DYNAMIC HT  -         107.009 (meters)     351.08  (feet)  COMP
 QE0441  MODELED GRAV-     980,515.1   (mgal)                       NAVD 88
 QE0441
 QE0441  VERT ORDER  -  FIRST     CLASS II
 QE0441
 QE0441.The horizontal coordinates were scaled from a topographic map and have
 QE0441.an estimated accuracy of +/- 6 seconds.
 QE0441
 QE0441.The orthometric height was determined by differential leveling
 QE0441.and adjusted in June 1991.
 QE0441
 QE0441.The geoid height was determined by GEOID03.
 QE0441
 QE0441.The dynamic height is computed by dividing the NAVD 88
 QE0441.geopotential number by the normal gravity value computed on the
 QE0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0441.degrees latitude (g = 980.6199 gals.).
 QE0441
 QE0441.The modeled gravity was interpolated from observed gravity values.
 QE0441
 QE0441;                    North         East    Units  Estimated Accuracy
 QE0441;SPC OR N     -    99,560.    2,308,760.      MT  (+/- 180 meters Scaled)
 QE0441
 QE0441                          SUPERSEDED SURVEY CONTROL
 QE0441
 QE0441  NGVD 29 (??/??/92)  105.999  (m)          347.77   (f) ADJ UNCH    1 2
 QE0441
 QE0441.Superseded values are not recommended for survey control.
 QE0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0441.See file dsdata.txt to determine how the superseded data were derived.
 QE0441
 QE0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ074315(NAD 83)
 QE0441_MARKER: DD = SURVEY DISK
 QE0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0441_STAMPING: PRIMARY BM ELE 100.00 LEBANON ORE AD 1914
 QE0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0441+STABILITY: SURFACE MOTION
 QE0441
 QE0441  HISTORY     - Date     Condition        Report By
 QE0441  HISTORY     - 1914     MONUMENTED       LOCENG
 QE0441  HISTORY     - 1949     GOOD             NGS
 QE0441  HISTORY     - 20060529 MARK NOT FOUND   USPSQD
 QE0441
 QE0441                          STATION DESCRIPTION
 QE0441
 QE0441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 QE0441'IN LEBANON.
 QE0441'AT LEBANON, LINN COUNTY, AT THE SOUTHEAST CORNER OF THE INTERSECTION
 QE0441'OF MAIN AND MAPLE STREETS, 13.5 FEET NORTHWEST OF THE NORTHWEST CORNER
 QE0441'OF THE NEW CITY HALL BUILDING, 2.5 FEET EAST OF THE FACE OF THE MAIN
 QE0441'STREET CURB, 2.5 FEET SOUTH OF THE EDGE OF THE SIDEWALK, AND IN A
 QE0441'PARKING STRIP.  A CITY OF LEBANON DISK, STAMPED PRIMARY BM ELE 100.00
 QE0441'LEBANON ORE AD 1914 AND SET IN THE TOP OF A CONCRETE POST. NOTE-- A
 QE0441'NEW CONCRETE WALK HAS BEEN POURED AROUND THIS MARK.  THE MARK HAS BEEN
 QE0441'PRESERVED BY SETTING A PIPE CASING OVER IT ALLOWING ROOM TO PLACE A
 QE0441'ROAD ON THE DISK.
 QE0441
 QE0441                          STATION RECOVERY (2006)
 QE0441
 QE0441'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 QE0441'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 DE5653 ***********************************************************************
 DE5653  DESIGNATION -  100
 DE5653  PID         -  DE5653
 DE5653  STATE/COUNTY-  OR/POLK
 DE5653  USGS QUAD   -  MONMOUTH (1986)
 DE5653
 DE5653                         *CURRENT SURVEY CONTROL
 DE5653  ___________________________________________________________________
 DE5653* NAD 83(2007)-  44 48 27.80804(N)    123 07 39.56089(W)     ADJUSTED  
 DE5653* NAVD 88     -        51.7    (meters)     170.     (feet)  GPS OBS   
 DE5653  ___________________________________________________________________
 DE5653  EPOCH DATE  -        2007.00
 DE5653  X           -  -2,477,146.272 (meters)                     COMP
 DE5653  Y           -  -3,795,928.381 (meters)                     COMP
 DE5653  Z           -   4,472,234.370 (meters)                     COMP
 DE5653  LAPLACE CORR-          -5.26  (seconds)                    DEFLEC99
 DE5653  ELLIP HEIGHT-          28.993 (meters)          (02/10/07) ADJUSTED
 DE5653  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 DE5653
 DE5653  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE5653  Type    PID    Designation                      North   East  Ellip
 DE5653  -------------------------------------------------------------------
 DE5653  NETWORK DE5653 100                               3.06   1.90   2.69
 DE5653  -------------------------------------------------------------------
 DE5653
 DE5653.The horizontal coordinates were established by GPS observations
 DE5653.and adjusted by the National Geodetic Survey in February 2007.
 DE5653
 DE5653.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE5653.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE5653.The horizontal coordinates are valid at the epoch date displayed above.
 DE5653.The epoch date for horizontal control is a decimal equivalence
 DE5653.of Year/Month/Day.
 DE5653
 DE5653.The orthometric height was determined by GPS observations and a
 DE5653.high-resolution geoid model.
 DE5653
 DE5653.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5653
 DE5653.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE5653
 DE5653.The ellipsoidal height was determined by GPS observations
 DE5653.and is referenced to NAD 83.
 DE5653
 DE5653.The geoid height was determined by GEOID03.
 DE5653
 DE5653;                    North         East     Units Scale Factor Converg.
 DE5653;SPC OR N     -   130,175.953 2,292,180.350   MT  0.99991432   -1 51 48.6
 DE5653;SPC OR N     -   427,086.46  7,520,276.74   iFT  0.99991432   -1 51 48.6
 DE5653;UTM  10      - 4,961,599.311   489,905.177   MT  0.99960125   -0 05 23.9
 DE5653
 DE5653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5653!SPC OR N     -   0.99999545  x   0.99991432  =   0.99990977
 DE5653!UTM  10      -   0.99999545  x   0.99960125  =   0.99959671
 DE5653
 DE5653                          SUPERSEDED SURVEY CONTROL
 DE5653
 DE5653  NAD 83(1998)-  44 48 27.80548(N)    123 07 39.56223(W) AD(       ) B
 DE5653  ELLIP H (06/19/02)   28.994  (m)                       GP(       ) 4 1
 DE5653
 DE5653.Superseded values are not recommended for survey control.
 DE5653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE5653.See file dsdata.txt to determine how the superseded data were derived.
 DE5653
 DE5653_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ8990561599(NAD 83)
 DE5653_MARKER: DD = SURVEY DISK
 DE5653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE5653_STAMPING: 100 1994
 DE5653_MARK LOGO: OR-053
 DE5653_PROJECTION: FLUSH
 DE5653_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE5653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE5653+STABILITY: SURFACE MOTION
 DE5653_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5653+SATELLITE: SATELLITE OBSERVATIONS - August 01, 1994
 DE5653
 DE5653  HISTORY     - Date     Condition        Report By
 DE5653  HISTORY     - 19940801 MONUMENTED       OR-053
 DE5653
 DE5653                          STATION DESCRIPTION
 DE5653
 DE5653'DESCRIBED BY POLK COUNTY OREGON 1994 (JDN)
 DE5653'THE STATION IS LOCATED ABOUT 6.6  KM (4.1 MI) SOUTHEAST OF
 DE5653'INDEPENDENCE AND 4 KM  (2.5 MI)
 DE5653'NORTHEAST OF BUENA VISTA,  IN THE NORTHWEST 1/4 OF SECTION 12 T9S R4W,
 DE5653'WILLAMETTE
 DE5653'MERIDIAN.  OWNERSHIP-- POLK COUNTY RIGHT-OF-WAY.
 DE5653' 
 DE5653'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND MONMOUTH
 DE5653'STREET IN
 DE5653'DOWNTOWN INDEPENDENCE, GO SOUTH ON MAIN STREET FOR 0.71 KM (0.44 MI)
 DE5653'TO THE
 DE5653'INDEPENDENCE CITY LIMIT.  AT THIS  POINT MAIN STREET BECOMES CORVALLIS
 DE5653'ROAD (COUNTY ROAD
 DE5653'8419).  CONTINUE SOUTH ON CORVALLIS ROAD FOR 1.61 KM (1.0 MI) TO THE
 DE5653'INTERSECTION OF BUENA
 DE5653'VISTA ROAD (COUNTY ROAD 8420). TURN LEFT, EASTERLY AND SOUTHERLY, ON
 DE5653'BUENA VISTA ROAD
 DE5653'FOR 4.1 KM (2.52 MI) TO THE INTERSECTION OF WIGRICH ROAD (COUNTY ROAD
 DE5653'9402). TAKE WIGRICH
 DE5653'ROAD, SOUTH  AND EAST, FOR 2.87 KM (1.78 MI) TO THE INTERSECTION OF
 DE5653'HADLEY ROAD (COUNTY
 DE5653'ROAD 9401). TURN LEFT, NORTH, ON HADLEY ROAD FOR 0.5 KM (0.31 MI) TO
 DE5653'THE STATION ON THE LEFT.
 DE5653' 
 DE5653'THE STATION IS A 7.6 CM (3 IN) POLK COUNTY GPS SURVEY MONUMENT BRASS
 DE5653'CAP SET IN THE TOP OF
 DE5653'A 35 CM (14 IN) ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 6.1
 DE5653'M (20.0 FT) WESTERLY OF
 DE5653'THE CENTERLINE OF HADLEY ROAD.  A CARSONITE WITNESS POST BEARS WEST
 DE5653'0.6 M (2.0 FT).
 DE5653' 
 DE5653'FOR ADDITIONAL INFORMATION ON HOW TO REACH THIS MONUMENT SEE THE POLK
 DE5653'COUNTY WEB
 DE5653'PAGE AT WWW.CO.POLK.OR.US/PUBLICWORKS/SURVEYS.HTM
 DE5653'
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0252 ***********************************************************************
 RD0252  DESIGNATION -  100 B
 RD0252  PID         -  RD0252
 RD0252  STATE/COUNTY-  OR/CLACKAMAS
 RD0252  USGS QUAD   -  CANBY (1985)
 RD0252
 RD0252                         *CURRENT SURVEY CONTROL
 RD0252  ___________________________________________________________________
 RD0252* NAD 83(1986)-  45 15 00.     (N)    122 43 19.     (W)     SCALED    
 RD0252* NAVD 88     -        31.931  (meters)     104.76   (feet)  POSTED    
 RD0252  ___________________________________________________________________
 RD0252  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 RD0252  DYNAMIC HT  -          31.930 (meters)     104.76  (feet)  COMP
 RD0252  MODELED GRAV-     980,589.0   (mgal)                       NAVD 88
 RD0252
 RD0252  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 RD0252
 RD0252.The horizontal coordinates were scaled from a topographic map and have
 RD0252.an estimated accuracy of +/- 6 seconds.
 RD0252
 RD0252.The orthometric height was determined by differential leveling
 RD0252.and adjusted by the  in 1992.
 RD0252.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 RD0252.rate of 1.1 thru 2.0 mm/km.
 RD0252
 RD0252.The geoid height was determined by GEOID03.
 RD0252
 RD0252.The dynamic height is computed by dividing the NAVD 88
 RD0252.geopotential number by the normal gravity value computed on the
 RD0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0252.degrees latitude (g = 980.6199 gals.).
 RD0252
 RD0252.The modeled gravity was interpolated from observed gravity values.
 RD0252
 RD0252;                    North         East    Units  Estimated Accuracy
 RD0252;SPC OR N     -   178,340.    2,325,610.      MT  (+/- 180 meters Scaled)
 RD0252
 RD0252                          SUPERSEDED SURVEY CONTROL
 RD0252
 RD0252  NGVD 29 (??/??/92)   30.898  (m)          101.37   (f) ADJ UNCH    1 2
 RD0252
 RD0252.Superseded values are not recommended for survey control.
 RD0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0252.See file dsdata.txt to determine how the superseded data were derived.
 RD0252
 RD0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER218107(NAD 83)
 RD0252_MARKER: DD = SURVEY DISK
 RD0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0252_SP_SET: CONCRETE POST
 RD0252_STAMPING: 100 B 1903
 RD0252_MARK LOGO: USGS  
 RD0252_PROJECTION: PROJECTING 25 CENTIMETERS
 RD0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0252+STABILITY: SURFACE MOTION
 RD0252
 RD0252  HISTORY     - Date     Condition        Report By
 RD0252  HISTORY     - 1903     MONUMENTED       USGS
 RD0252  HISTORY     - 1946     GOOD             NGS
 RD0252  HISTORY     - 1987     POOR             NGS
 RD0252
 RD0252                          STATION DESCRIPTION
 RD0252
 RD0252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RD0252'IN BARLOW.
 RD0252'THE STATION IS LOCATED IN THE GRASSY PLOT BETWEEN PACIFIC HIGHWAY
 RD0252'EAST, U.S. 99E, AND THE SOUTHERN PACIFIC R.R. CO. TRACKS, 225 FEET
 RD0252'NORTHEAST OF THE CENTER OF THE R.R. CROSSING IN THE SOUTH PART OF THE
 RD0252'TOWN OF BARLOW.  THE STATION IS 39.6 FEET W OF THE CENTER LINE OF THE
 RD0252'HIGHWAY, 30.0 FEET E OF THE CENTER LINE OF THE R.R. TRACKS, 55.5 FEET
 RD0252'NE OF A SMALL CONCRETE SIGNAL HOUSE, 73 FEET SW OF A MAIL BAG PICK-UP
 RD0252'RACK, AND 1 FOOT E OF A WHITE WITNESS POST.  THE STATION IS A STANDARD
 RD0252'BENCH MARK DISK STAMPED.  100 B 1903 SET IN THE TOP OF A 12 INCH
 RD0252'SQUARE CONCRETE MONUMENT WHICH PROJECTS 8 INCHES ABOVE THE SURFACE OF
 RD0252'THE GROUND.
 RD0252
 RD0252                          STATION RECOVERY (1987)
 RD0252
 RD0252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD0252'RECOVERED IN POOR CONDITION. THE MONUMENT HAS BEEN HIT AND IS LEANING
 RD0252'AT ABOUT A 45 DEGREE ANGLE.  IT NO LONGER MEETS NGS STANDARDS AND WAS
 RD0252'NOT LEVELED TO THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1182 ***********************************************************************
 RC1182  DESIGNATION -  1006
 RC1182  PID         -  RC1182
 RC1182  STATE/COUNTY-  OR/WASCO
 RC1182  USGS QUAD   -  DANT (1962)
 RC1182
 RC1182                         *CURRENT SURVEY CONTROL
 RC1182  ___________________________________________________________________
 RC1182* NAD 83(1986)-  45 02 46.     (N)    121 07 05.     (W)     SCALED    
 RC1182* NAVD 88     -       307.817  (meters)    1009.90   (feet)  ADJUSTED  
 RC1182  ___________________________________________________________________
 RC1182  GEOID HEIGHT-         -21.33  (meters)                     GEOID03
 RC1182  DYNAMIC HT  -         307.747 (meters)    1009.67  (feet)  COMP
 RC1182  MODELED GRAV-     980,384.4   (mgal)                       NAVD 88
 RC1182
 RC1182  VERT ORDER  -  SECOND    CLASS 0
 RC1182
 RC1182.The horizontal coordinates were scaled from a topographic map and have
 RC1182.an estimated accuracy of +/- 6 seconds.
 RC1182
 RC1182.The orthometric height was determined by differential leveling
 RC1182.and adjusted in June 1991.
 RC1182
 RC1182.The geoid height was determined by GEOID03.
 RC1182
 RC1182.The dynamic height is computed by dividing the NAVD 88
 RC1182.geopotential number by the normal gravity value computed on the
 RC1182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1182.degrees latitude (g = 980.6199 gals.).
 RC1182
 RC1182.The modeled gravity was interpolated from observed gravity values.
 RC1182
 RC1182;                    North         East    Units  Estimated Accuracy
 RC1182;SPC OR N     -   153,470.    2,451,310.      MT  (+/- 180 meters Scaled)
 RC1182
 RC1182                          SUPERSEDED SURVEY CONTROL
 RC1182
 RC1182  NGVD 29 (??/??/92)  306.756  (m)         1006.42   (f) ADJ UNCH    2 0
 RC1182
 RC1182.Superseded values are not recommended for survey control.
 RC1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1182.See file dsdata.txt to determine how the superseded data were derived.
 RC1182
 RC1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ482897(NAD 83)
 RC1182_MARKER: DD = SURVEY DISK
 RC1182_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 RC1182_SP_SET: UNSPEC. ROCK
 RC1182_STAMPING: 1006 ORE 1911
 RC1182_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RC1182
 RC1182  HISTORY     - Date     Condition        Report By
 RC1182  HISTORY     - 1911     MONUMENTED       USGS
 RC1182  HISTORY     - 1934     GOOD             NGS
 RC1182  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 RC1182
 RC1182                          STATION DESCRIPTION
 RC1182
 RC1182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RC1182'11.3 MI S FROM MAUPIN.
 RC1182'11.3 MI. SOUTH ALONG O.W.R. AND N. RY, FROM STATION. ALONG THE RIGHT
 RC1182'OF WAY OF THE OREGON-WASHINGTON RAILROAD AND NAVIGATION CO., 76 RAILS,
 RC1182'APPROXIMATELY 336 YARDS SOUTH OF MILE POST 62, IN SMALL VALLEY BETWEEN
 RC1182'TWO CLIFFS, 100 FEET EAST OF TRACK, AND SET ON TOP OF VERY LARGE ROCK.
 RC1182
 RC1182                          STATION RECOVERY (1985)
 RC1182
 RC1182'RECOVERY NOTE BY US POWER SQUADRON 1985
 RC1182'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 DE5621 ***********************************************************************
 DE5621  DESIGNATION -  101
 DE5621  PID         -  DE5621
 DE5621  STATE/COUNTY-  OR/POLK
 DE5621  USGS QUAD   -  MISSION BOTTOM (1993)
 DE5621
 DE5621                         *CURRENT SURVEY CONTROL
 DE5621  ___________________________________________________________________
 DE5621* NAD 83(2007)-  45 04 18.40645(N)    123 07 05.74174(W)     ADJUSTED  
 DE5621* NAVD 88     -       202.7    (meters)     665.     (feet)  GPS OBS   
 DE5621  ___________________________________________________________________
 DE5621  EPOCH DATE  -        2007.00
 DE5621  X           -  -2,465,257.086 (meters)                     COMP
 DE5621  Y           -  -3,779,063.323 (meters)                     COMP
 DE5621  Z           -   4,493,113.122 (meters)                     COMP
 DE5621  LAPLACE CORR-         -11.01  (seconds)                    DEFLEC99
 DE5621  ELLIP HEIGHT-         180.267 (meters)          (02/10/07) ADJUSTED
 DE5621  GEOID HEIGHT-         -22.48  (meters)                     GEOID03
 DE5621
 DE5621  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE5621  Type    PID    Designation                      North   East  Ellip
 DE5621  -------------------------------------------------------------------
 DE5621  NETWORK DE5621 101                               2.06   1.84   2.27
 DE5621  -------------------------------------------------------------------
 DE5621
 DE5621.The horizontal coordinates were established by GPS observations
 DE5621.and adjusted by the National Geodetic Survey in February 2007.
 DE5621
 DE5621.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE5621.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE5621.The horizontal coordinates are valid at the epoch date displayed above.
 DE5621.The epoch date for horizontal control is a decimal equivalence
 DE5621.of Year/Month/Day.
 DE5621
 DE5621.The orthometric height was determined by GPS observations and a
 DE5621.high-resolution geoid model.
 DE5621
 DE5621.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5621
 DE5621.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE5621
 DE5621.The ellipsoidal height was determined by GPS observations
 DE5621.and is referenced to NAD 83.
 DE5621
 DE5621.The geoid height was determined by GEOID03.
 DE5621
 DE5621;                    North         East     Units Scale Factor Converg.
 DE5621;SPC OR N     -   159,478.193 2,293,873.809   MT  0.99989601   -1 51 24.6
 DE5621;SPC OR N     -   523,222.42  7,525,832.71   iFT  0.99989601   -1 51 24.6
 DE5621;UTM  10      - 4,990,931.053   490,690.823   MT  0.99960107   -0 05 01.4
 DE5621
 DE5621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5621!SPC OR N     -   0.99997174  x   0.99989601  =   0.99986775
 DE5621!UTM  10      -   0.99997174  x   0.99960107  =   0.99957282
 DE5621
 DE5621                          SUPERSEDED SURVEY CONTROL
 DE5621
 DE5621  NAD 83(1998)-  45 04 18.40413(N)    123 07 05.74340(W) AD(       ) B
 DE5621  ELLIP H (06/19/02)  180.271  (m)                       GP(       ) 4 1
 DE5621
 DE5621.Superseded values are not recommended for survey control.
 DE5621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE5621.See file dsdata.txt to determine how the superseded data were derived.
 DE5621
 DE5621_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ9069190931(NAD 83)
 DE5621_MARKER: DD = SURVEY DISK
 DE5621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE5621_STAMPING: 101 1994
 DE5621_MARK LOGO: OR-053
 DE5621_PROJECTION: FLUSH
 DE5621_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE5621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE5621+STABILITY: SURFACE MOTION
 DE5621_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5621+SATELLITE: SATELLITE OBSERVATIONS - August 01, 1994
 DE5621
 DE5621  HISTORY     - Date     Condition        Report By
 DE5621  HISTORY     - 19940801 MONUMENTED       OR-053
 DE5621
 DE5621                          STATION DESCRIPTION
 DE5621
 DE5621'DESCRIBED BY POLK COUNTY OREGON 1994 (JDN)
 DE5621'THE STATION IS LOCATED ABOUT 15.1 KM (9.4 MI) NORTHWEST OF WEST SALEM
 DE5621'AND 3.5 KM (2.2 MI)
 DE5621'SOUTHWEST OF THE TOWN OF  HOPEWELL (YAMHILL CO.), IN THE SOUTHEAST 1/4
 DE5621'OF SECTION 1 T6S
 DE5621'R4W, WILLAMETTE MERIDIAN. OWNERSHIP-- POLK COUNTY RIGHT-OF-WAY.
 DE5621' 
 DE5621'TO REACH THE STATION FROM THE INTERSECTION OF EDGEWATER STREET AND
 DE5621'STATE HIGHWAY 221
 DE5621'(ALSO KNOWN AS BOTH WALLACE ROAD AND THE SALEM-DAYTON HIGHWAY), IN
 DE5621'WEST SALEM, GO
 DE5621'NORTH ON HIGHWAY 221 FOR 13.4 KM (8.3 MI) TO THE INTERSECTION OF
 DE5621'HOPEWELL ROAD (COUNTY
 DE5621'ROAD 6302).  TURN LEFT, WEST AND NORTH, ON HOPEWELL ROAD FOR 2.45 KM
 DE5621'(1.52 MI) TO THE
 DE5621'INTERSECTION OF LONESTAR ROAD (COUNTY ROAD 6301). TURN LEFT, WEST, ON
 DE5621'LONESTAR ROAD
 DE5621'FOR 2.09 KM (1.3 MI)  TO THE STATION ON THE RIGHT.
 DE5621' 
 DE5621'THE STATION IS A 7.6 CM (3 IN) POLK COUNTY GPS SURVEY MONUMENT BRASS
 DE5621'CAP SET IN THE TOP OF
 DE5621'A 35 CM (14 IN) ROUND CONCRETE POST FLUSH WITH THE GROUND. IT IS 7.6 M
 DE5621'(25.0 FT) NORTH OF THE
 DE5621'CENTERLINE OF LONESTAR ROAD, AND 1.4 M (4.5 FT) SOUTH OF AN EAST TO
 DE5621'WEST FENCE LINE.  A
 DE5621'CARSONITE WITNESS POST BEARS NORTH 0.9 M (3.0 FT).
 DE5621' 
 DE5621'FOR ADDITIONAL INFORMATION ON HOW TO REACH THIS MONUMENT SEE THE POLK
 DE5621'COUNTY WEB
 DE5621'PAGE AT WWW.CO.POLK.OR.US/PUBLICWORKS/SURVEYS.HTM
 DE5621'
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0590 ***********************************************************************
 NW0590  DESIGNATION -  101 MDC
 NW0590  PID         -  NW0590
 NW0590  STATE/COUNTY-  OR/MALHEUR
 NW0590  USGS QUAD   -  ROME (1972)
 NW0590
 NW0590                         *CURRENT SURVEY CONTROL
 NW0590  ___________________________________________________________________
 NW0590* NAD 83(1986)-  42 49 38.     (N)    117 37 41.     (W)     SCALED    
 NW0590* NAVD 88     -      1032.282  (meters)    3386.75   (feet)  ADJUSTED  
 NW0590  ___________________________________________________________________
 NW0590  GEOID HEIGHT-         -18.08  (meters)                     GEOID03
 NW0590  DYNAMIC HT  -        1031.770 (meters)    3385.07  (feet)  COMP
 NW0590  MODELED GRAV-     980,089.0   (mgal)                       NAVD 88
 NW0590
 NW0590  VERT ORDER  -  SECOND    CLASS 0
 NW0590
 NW0590.The horizontal coordinates were scaled from a topographic map and have
 NW0590.an estimated accuracy of +/- 6 seconds.
 NW0590
 NW0590.The orthometric height was determined by differential leveling
 NW0590.and adjusted in August 1995.
 NW0590
 NW0590.The geoid height was determined by GEOID03.
 NW0590
 NW0590.The dynamic height is computed by dividing the NAVD 88
 NW0590.geopotential number by the normal gravity value computed on the
 NW0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0590.degrees latitude (g = 980.6199 gals.).
 NW0590
 NW0590.The modeled gravity was interpolated from observed gravity values.
 NW0590
 NW0590;                    North         East    Units  Estimated Accuracy
 NW0590;SPC OR S     -   132,940.    1,734,770.      MT  (+/- 180 meters Scaled)
 NW0590
 NW0590                          SUPERSEDED SURVEY CONTROL
 NW0590
 NW0590.No superseded survey control is available for this station.
 NW0590
 NW0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH486418(NAD 83)
 NW0590_MARKER: DB = BENCH MARK DISK
 NW0590_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0590_SP_SET: COPPER-CLAD STEEL ROD
 NW0590_STAMPING: 101 MDC 1972 3383
 NW0590_MARK LOGO: USGS  
 NW0590_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0590_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0590_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0590+SATELLITE: SATELLITE OBSERVATIONS - 1972
 NW0590
 NW0590  HISTORY     - Date     Condition        Report By
 NW0590  HISTORY     - 1972     MONUMENTED       USGS
 NW0590
 NW0590                          STATION DESCRIPTION
 NW0590
 NW0590'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 NW0590'FROM ROME, OREGON PROCEED 0.7 MILES SOUTH ALONG A TRACK ROAD TO A
 NW0590'FENCE CROSSING THE ROAD, 42 FEET SOUTHWEST OF THE CENTERLINE OF THE
 NW0590'ROAD, 1 FOOT NORTH OF A SIGN ON THE FENCE, SET ON A COPPER-COATED ROD
 NW0590'DRIVEN TO REFUSAL (DEPTH UNKNOWN), ENCASED IN 6-INCH WHITE PLASTIC
 NW0590'PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0040 ***********************************************************************
 QE0040  DESIGNATION -  101 RESET
 QE0040  PID         -  QE0040
 QE0040  STATE/COUNTY-  OR/MARION
 QE0040  USGS QUAD   -  DETROIT (1994)
 QE0040
 QE0040                         *CURRENT SURVEY CONTROL
 QE0040  ___________________________________________________________________
 QE0040* NAD 83(1986)-  44 43 26.     (N)    122 09 17.     (W)     SCALED    
 QE0040* NAVD 88     -       446.275  (meters)    1464.15   (feet)  ADJUSTED  
 QE0040  ___________________________________________________________________
 QE0040  GEOID HEIGHT-         -21.91  (meters)                     GEOID03
 QE0040  DYNAMIC HT  -         446.180 (meters)    1463.84  (feet)  COMP
 QE0040  MODELED GRAV-     980,391.4   (mgal)                       NAVD 88
 QE0040
 QE0040  VERT ORDER  -  SECOND    CLASS 0
 QE0040
 QE0040.The horizontal coordinates were scaled from a topographic map and have
 QE0040.an estimated accuracy of +/- 6 seconds.
 QE0040
 QE0040.The orthometric height was determined by differential leveling
 QE0040.and adjusted in June 1991.
 QE0040
 QE0040.The geoid height was determined by GEOID03.
 QE0040
 QE0040.The dynamic height is computed by dividing the NAVD 88
 QE0040.geopotential number by the normal gravity value computed on the
 QE0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0040.degrees latitude (g = 980.6199 gals.).
 QE0040
 QE0040.The modeled gravity was interpolated from observed gravity values.
 QE0040
 QE0040;                    North         East    Units  Estimated Accuracy
 QE0040;SPC OR N     -   118,820.    2,368,920.      MT  (+/- 180 meters Scaled)
 QE0040
 QE0040                          SUPERSEDED SURVEY CONTROL
 QE0040
 QE0040  NGVD 29 (??/??/92)  445.180  (m)         1460.56   (f) ADJ UNCH    2 0
 QE0040
 QE0040.Superseded values are not recommended for survey control.
 QE0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0040.See file dsdata.txt to determine how the superseded data were derived.
 QE0040
 QE0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ669526(NAD 83)
 QE0040_MARKER: Z = SEE DESCRIPTION
 QE0040_SETTING: 0 = UNSPECIFIED SETTING
 QE0040_STAMPING: 101 24 1462 1934 RESET 1942
 QE0040_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0040
 QE0040  HISTORY     - Date     Condition        Report By
 QE0040  HISTORY     - 1942     MONUMENTED       BPR
 QE0040  HISTORY     - 1943     GOOD             NGS
 QE0040  HISTORY     - 1955     MARK NOT FOUND   NGS
 QE0040  HISTORY     - 19950927 MARK NOT FOUND   NGS
 QE0040
 QE0040                          STATION DESCRIPTION
 QE0040
 QE0040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QE0040'IN DETROIT.
 QE0040'AT DETROIT, MARION COUNTY, 116.0 FEET EAST OF THE EAST SIDE OF THE
 QE0040'DETROIT CAFE, 59.0 FEET EAST OF THE CENTER LINE OF THE BREITENBUSH
 QE0040'ROAD LEADING NORTH, 31.0 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 QE0040'LEVEL WITH GROUND, 2.0 FEET EAST OF A REFERENCE POST.
 QE0040
 QE0040                          STATION RECOVERY (1955)
 QE0040
 QE0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 QE0040'MARK NOT FOUND.
 QE0040
 QE0040                          STATION RECOVERY (1995)
 QE0040
 QE0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (LLR)
 QE0040'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0393 ***********************************************************************
 OA0393  DESIGNATION -  101.425
 OA0393  PID         -  OA0393
 OA0393  STATE/COUNTY-  OR/LANE
 OA0393  USGS QUAD   -  FLORENCE (1984)
 OA0393
 OA0393                         *CURRENT SURVEY CONTROL
 OA0393  ___________________________________________________________________
 OA0393* NAD 83(1986)-  43 59 05.     (N)    124 02 42.     (W)     SCALED    
 OA0393* NAVD 88     -         8.615  (meters)      28.26   (feet)  ADJUSTED  
 OA0393  ___________________________________________________________________
 OA0393  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 OA0393  DYNAMIC HT  -           8.614 (meters)      28.26  (feet)  COMP
 OA0393  MODELED GRAV-     980,538.5   (mgal)                       NAVD 88
 OA0393
 OA0393  VERT ORDER  -  FIRST     CLASS II
 OA0393
 OA0393.The horizontal coordinates were scaled from a topographic map and have
 OA0393.an estimated accuracy of +/- 6 seconds.
 OA0393
 OA0393.The orthometric height was determined by differential leveling
 OA0393.and adjusted in June 1991.
 OA0393
 OA0393.The geoid height was determined by GEOID03.
 OA0393
 OA0393.The dynamic height is computed by dividing the NAVD 88
 OA0393.geopotential number by the normal gravity value computed on the
 OA0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0393.degrees latitude (g = 980.6199 gals.).
 OA0393
 OA0393.The modeled gravity was interpolated from observed gravity values.
 OA0393
 OA0393;                    North         East    Units  Estimated Accuracy
 OA0393;SPC OR S     -   263,530.    1,215,680.      MT  (+/- 180 meters Scaled)
 OA0393
 OA0393                          SUPERSEDED SURVEY CONTROL
 OA0393
 OA0393  NGVD 29 (??/??/92)    7.558  (m)           24.80   (f) ADJ UNCH    1 2
 OA0393
 OA0393.Superseded values are not recommended for survey control.
 OA0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0393.See file dsdata.txt to determine how the superseded data were derived.
 OA0393
 OA0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP161707(NAD 83)
 OA0393_MARKER: B = BOLT
 OA0393_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OA0393_SP_SET: PIER
 OA0393_STAMPING: 101.425
 OA0393_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OA0393_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OA0393+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2004
 OA0393
 OA0393  HISTORY     - Date     Condition        Report By
 OA0393  HISTORY     - UNK      MONUMENTED       SPRR
 OA0393  HISTORY     - 1933     GOOD             NGS
 OA0393  HISTORY     - 20040720 GOOD             USPSQD
 OA0393
 OA0393                          STATION DESCRIPTION
 OA0393
 OA0393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 OA0393'IN CUSHMAN.
 OA0393'IRON BOLT CEMENTED IN WEST END OF NORTH CONCRETE PIER OF SOUTHERN
 OA0393'PACIFIC RAILROAD BRIDGE OVER SUISLAW RIVER AT CUSHMAN.  BRIDGE NO.
 OA0393'716.57.
 OA0393
 OA0393                          STATION RECOVERY (2004)
 OA0393
 OA0393'RECOVERY NOTE BY US POWER SQUADRON 2004 (RHC)
 OA0393'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0392 ***********************************************************************
 OA0392  DESIGNATION -  101.429
 OA0392  PID         -  OA0392
 OA0392  STATE/COUNTY-  OR/LANE
 OA0392  USGS QUAD   -  FLORENCE (1984)
 OA0392
 OA0392                         *CURRENT SURVEY CONTROL
 OA0392  ___________________________________________________________________
 OA0392* NAD 83(1986)-  43 58 57.     (N)    124 02 43.     (W)     SCALED    
 OA0392* NAVD 88     -         8.615  (meters)      28.26   (feet)  ADJUSTED  
 OA0392  ___________________________________________________________________
 OA0392  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 OA0392  DYNAMIC HT  -           8.614 (meters)      28.26  (feet)  COMP
 OA0392  MODELED GRAV-     980,537.9   (mgal)                       NAVD 88
 OA0392
 OA0392  VERT ORDER  -  FIRST     CLASS II
 OA0392
 OA0392.The horizontal coordinates were scaled from a topographic map and have
 OA0392.an estimated accuracy of +/- 6 seconds.
 OA0392
 OA0392.The orthometric height was determined by differential leveling
 OA0392.and adjusted in June 1991.
 OA0392
 OA0392.The geoid height was determined by GEOID03.
 OA0392
 OA0392.The dynamic height is computed by dividing the NAVD 88
 OA0392.geopotential number by the normal gravity value computed on the
 OA0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0392.degrees latitude (g = 980.6199 gals.).
 OA0392
 OA0392.The modeled gravity was interpolated from observed gravity values.
 OA0392
 OA0392;                    North         East    Units  Estimated Accuracy
 OA0392;SPC OR S     -   263,280.    1,215,650.      MT  (+/- 180 meters Scaled)
 OA0392
 OA0392                          SUPERSEDED SURVEY CONTROL
 OA0392
 OA0392  NGVD 29 (??/??/92)    7.558  (m)           24.80   (f) ADJ UNCH    1 2
 OA0392
 OA0392.Superseded values are not recommended for survey control.
 OA0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0392.See file dsdata.txt to determine how the superseded data were derived.
 OA0392
 OA0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP161704(NAD 83)
 OA0392_MARKER: B = BOLT
 OA0392_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OA0392_SP_SET: PIER
 OA0392_STAMPING: 101.429
 OA0392_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OA0392_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OA0392+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2004
 OA0392
 OA0392  HISTORY     - Date     Condition        Report By
 OA0392  HISTORY     - UNK      MONUMENTED       SPRR
 OA0392  HISTORY     - 1933     GOOD             NGS
 OA0392  HISTORY     - 20040720 GOOD             USPSQD
 OA0392
 OA0392                          STATION DESCRIPTION
 OA0392
 OA0392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 OA0392'IN CUSHMAN.
 OA0392'IRON BOLT CEMENTED IN WEST END OF SOUTH CONCRETE PIER, NEAR PLATE
 OA0392'STAMPED 101.429, OF SIUSLAW RIVER.
 OA0392
 OA0392                          STATION RECOVERY (2004)
 OA0392
 OA0392'RECOVERY NOTE BY US POWER SQUADRON 2004 (RHC)
 OA0392'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0512 ***********************************************************************
 NZ0512  DESIGNATION -  1018 B
 NZ0512  PID         -  NZ0512
 NZ0512  STATE/COUNTY-  OR/JACKSON
 NZ0512  USGS QUAD   -  ROGUE RIVER (1983)
 NZ0512
 NZ0512                         *CURRENT SURVEY CONTROL
 NZ0512  ___________________________________________________________________
 NZ0512* NAD 83(1986)-  42 24 33.     (N)    123 08 23.     (W)     SCALED    
 NZ0512* NAVD 88     -       311.940  (meters)    1023.42   (feet)  ADJUSTED  
 NZ0512  ___________________________________________________________________
 NZ0512  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 NZ0512  DYNAMIC HT  -         311.833 (meters)    1023.07  (feet)  COMP
 NZ0512  MODELED GRAV-     980,268.1   (mgal)                       NAVD 88
 NZ0512
 NZ0512  VERT ORDER  -  FIRST     CLASS II
 NZ0512
 NZ0512.The horizontal coordinates were scaled from a topographic map and have
 NZ0512.an estimated accuracy of +/- 6 seconds.
 NZ0512
 NZ0512.The orthometric height was determined by differential leveling
 NZ0512.and adjusted in June 1991.
 NZ0512
 NZ0512.The geoid height was determined by GEOID03.
 NZ0512
 NZ0512.The dynamic height is computed by dividing the NAVD 88
 NZ0512.geopotential number by the normal gravity value computed on the
 NZ0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0512.degrees latitude (g = 980.6199 gals.).
 NZ0512
 NZ0512.The modeled gravity was interpolated from observed gravity values.
 NZ0512
 NZ0512;                    North         East    Units  Estimated Accuracy
 NZ0512;SPC OR S     -    85,900.    1,282,740.      MT  (+/- 180 meters Scaled)
 NZ0512
 NZ0512                          SUPERSEDED SURVEY CONTROL
 NZ0512
 NZ0512  NGVD 29 (??/??/92)  310.944  (m)         1020.16   (f) ADJ UNCH    1 2
 NZ0512
 NZ0512.Superseded values are not recommended for survey control.
 NZ0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0512.See file dsdata.txt to determine how the superseded data were derived.
 NZ0512
 NZ0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM885952(NAD 83)
 NZ0512_MARKER: P = PIPE CAP
 NZ0512_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NZ0512_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NZ0512_STAMPING: 1018 B 1903
 NZ0512_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0512
 NZ0512  HISTORY     - Date     Condition        Report By
 NZ0512  HISTORY     - 1903     MONUMENTED       USGS
 NZ0512  HISTORY     - 1954     GOOD             NGS
 NZ0512  HISTORY     - 1987     MARK NOT FOUND   NGS
 NZ0512
 NZ0512                          STATION DESCRIPTION
 NZ0512
 NZ0512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NZ0512'2.4 MI E FROM ROGUE RIVER.
 NZ0512'2.4 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM A
 NZ0512'SMALL MAIL BUILDING (FORMER STATION) AT ROGUE RIVER, 0.4 MILE EAST OF
 NZ0512'MILEPOLE 463, ABOUT 6 1/2 RAILS EAST OF SEMAPHORE 462.7, 27.8 FEET
 NZ0512'SOUTH OF A FENCE, 18.7 FEET NORTH OF THE NORTH RAIL, 1.3 FEET SOUTH OF
 NZ0512'A WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND RIVETED ON TOP OF A 3
 NZ0512'1/2-INCH IRON PIPE PROJECTING 0.7 FOOT ABOVE THE GROUND.  NOTE--
 NZ0512'SLANTING CAP.  THE ROD WAS HELD OVER THE LETTERS EY OF THE WORD SURVEY
 NZ0512'DURING THE 1954 RELEVELING.
 NZ0512
 NZ0512                          STATION RECOVERY (1987)
 NZ0512
 NZ0512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 NZ0512'THE PIPE WAS FOUND OUT OF THE GROUND WITH THE DISK MISSING.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0591 ***********************************************************************
 NW0591  DESIGNATION -  102 MDC
 NW0591  PID         -  NW0591
 NW0591  STATE/COUNTY-  OR/MALHEUR
 NW0591  USGS QUAD   -  SCOTT RESERVOIR (1972)
 NW0591
 NW0591                         *CURRENT SURVEY CONTROL
 NW0591  ___________________________________________________________________
 NW0591* NAD 83(1986)-  42 49 06.     (N)    117 37 15.     (W)     SCALED    
 NW0591* NAVD 88     -      1035.874  (meters)    3398.53   (feet)  ADJUSTED  
 NW0591  ___________________________________________________________________
 NW0591  GEOID HEIGHT-         -18.07  (meters)                     GEOID03
 NW0591  DYNAMIC HT  -        1035.353 (meters)    3396.82  (feet)  COMP
 NW0591  MODELED GRAV-     980,082.6   (mgal)                       NAVD 88
 NW0591
 NW0591  VERT ORDER  -  SECOND    CLASS 0
 NW0591
 NW0591.The horizontal coordinates were scaled from a topographic map and have
 NW0591.an estimated accuracy of +/- 6 seconds.
 NW0591
 NW0591.The orthometric height was determined by differential leveling
 NW0591.and adjusted in August 1995.
 NW0591
 NW0591.The geoid height was determined by GEOID03.
 NW0591
 NW0591.The dynamic height is computed by dividing the NAVD 88
 NW0591.geopotential number by the normal gravity value computed on the
 NW0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0591.degrees latitude (g = 980.6199 gals.).
 NW0591
 NW0591.The modeled gravity was interpolated from observed gravity values.
 NW0591
 NW0591;                    North         East    Units  Estimated Accuracy
 NW0591;SPC OR S     -   131,980.    1,735,390.      MT  (+/- 180 meters Scaled)
 NW0591
 NW0591                          SUPERSEDED SURVEY CONTROL
 NW0591
 NW0591.No superseded survey control is available for this station.
 NW0591
 NW0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH492408(NAD 83)
 NW0591_MARKER: DB = BENCH MARK DISK
 NW0591_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0591_SP_SET: COPPER-CLAD STEEL ROD
 NW0591_STAMPING: 102 MDC 1972 3395
 NW0591_MARK LOGO: USGS  
 NW0591_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0591_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0591_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0591+SATELLITE: SATELLITE OBSERVATIONS - 1972
 NW0591
 NW0591  HISTORY     - Date     Condition        Report By
 NW0591  HISTORY     - 1972     MONUMENTED       USGS
 NW0591
 NW0591                          STATION DESCRIPTION
 NW0591
 NW0591'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 NW0591'FROM ROME, OREGON PROCEED 1.5 MILES SOUTH ALONG A TRACK ROAD TO A
 NW0591'Y-ROAD INTERSECTION, 42 FEET EAST OF THE CENTERLINE, 3 FEET WEST OF A
 NW0591'STEEL FENCEPOST, SET ON A COPPER-COATED ROD DRIVEN TO REFUSAL (ROD
 NW0591'DEPTH UNKNOWN), ENCASED IN 6-INCH WHITE PLASTIC PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0487 ***********************************************************************
 RD0487  DESIGNATION -  1020
 RD0487  PID         -  RD0487
 RD0487  STATE/COUNTY-  OR/MULTNOMAH
 RD0487  USGS QUAD   -  PORTLAND (1990)
 RD0487
 RD0487                         *CURRENT SURVEY CONTROL
 RD0487  ___________________________________________________________________
 RD0487* NAD 83(1986)-  45 32 18.     (N)    122 42 50.     (W)     SCALED    
 RD0487* NAVD 88     -        12.276  (meters)      40.28   (feet)  ADJUSTED  
 RD0487  ___________________________________________________________________
 RD0487  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 RD0487  DYNAMIC HT  -          12.276 (meters)      40.28  (feet)  COMP
 RD0487  MODELED GRAV-     980,609.7   (mgal)                       NAVD 88
 RD0487
 RD0487  VERT ORDER  -  FIRST     CLASS II
 RD0487
 RD0487.The horizontal coordinates were scaled from a topographic map and have
 RD0487.an estimated accuracy of +/- 6 seconds.
 RD0487
 RD0487.The orthometric height was determined by differential leveling
 RD0487.and adjusted in June 1991.
 RD0487
 RD0487.The geoid height was determined by GEOID03.
 RD0487
 RD0487.The dynamic height is computed by dividing the NAVD 88
 RD0487.geopotential number by the normal gravity value computed on the
 RD0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0487.degrees latitude (g = 980.6199 gals.).
 RD0487
 RD0487.The modeled gravity was interpolated from observed gravity values.
 RD0487
 RD0487;                    North         East    Units  Estimated Accuracy
 RD0487;SPC OR N     -   210,350.    2,327,120.      MT  (+/- 180 meters Scaled)
 RD0487
 RD0487                          SUPERSEDED SURVEY CONTROL
 RD0487
 RD0487  NGVD 29 (??/??/92)   11.214  (m)           36.79   (f) ADJ UNCH    1 2
 RD0487
 RD0487.Superseded values are not recommended for survey control.
 RD0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0487.See file dsdata.txt to determine how the superseded data were derived.
 RD0487
 RD0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER223427(NAD 83)
 RD0487_MARKER: DD = SURVEY DISK
 RD0487_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD0487_SP_SET: STONE MILE POST
 RD0487_STAMPING: 1020
 RD0487_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0487
 RD0487  HISTORY     - Date     Condition        Report By
 RD0487  HISTORY     - UNK      MONUMENTED
 RD0487  HISTORY     - 1934     GOOD             NGS
 RD0487  HISTORY     - 1987     MARK NOT FOUND   NGS
 RD0487  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RD0487  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 RD0487  HISTORY     - 20050331 MARK NOT FOUND   USPSQD
 RD0487
 RD0487                          STATION DESCRIPTION
 RD0487
 RD0487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RD0487'IN PORTLAND.
 RD0487'SET IN TOP OF STONE MILE POST LETTERED P3, ON THE SOUTH SIDE OF N.W.
 RD0487'ST. HELENS ROAD, 75 FEET EAST OF N.W. THIRTY-FIRST ST., 20 FEET SOUTH
 RD0487'OF CURB.
 RD0487
 RD0487                          STATION RECOVERY (1987)
 RD0487
 RD0487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD0487'NOT RECOVERED.
 RD0487
 RD0487                          STATION RECOVERY (1988)
 RD0487
 RD0487'RECOVERY NOTE BY US POWER SQUADRON 1988 (GAN)
 RD0487'MARK NOT FOUND.
 RD0487
 RD0487                          STATION RECOVERY (1989)
 RD0487
 RD0487'RECOVERY NOTE BY US POWER SQUADRON 1989 (FV)
 RD0487'MARK NOT FOUND.
 RD0487
 RD0487                          STATION RECOVERY (2005)
 RD0487
 RD0487'RECOVERY NOTE BY US POWER SQUADRON 2005 (RHH)
 RD0487'DESCRIPTION WOULD PLACE MARK INSIDE OF A FENCED BUSINESS
 RD0487'STORAGE/PARKING AREA.  NO MARKER OBSERVED WITHIN THE FENCED AREA FROM
 RD0487'OUTSIDE OF FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1197 ***********************************************************************
 RC1197  DESIGNATION -  1021.60
 RC1197  PID         -  RC1197
 RC1197  STATE/COUNTY-  OR/WASCO
 RC1197  USGS QUAD   -  MAUPIN (1996)
 RC1197
 RC1197                         *CURRENT SURVEY CONTROL
 RC1197  ___________________________________________________________________
 RC1197* NAD 83(1986)-  45 14 34.     (N)    121 05 47.     (W)     SCALED    
 RC1197* NAVD 88     -       312.564  (meters)    1025.47   (feet)  ADJUSTED  
 RC1197  ___________________________________________________________________
 RC1197  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 RC1197  DYNAMIC HT  -         312.520 (meters)    1025.33  (feet)  COMP
 RC1197  MODELED GRAV-     980,467.8   (mgal)                       NAVD 88
 RC1197
 RC1197  VERT ORDER  -  SECOND    CLASS 0
 RC1197
 RC1197.The horizontal coordinates were scaled from a topographic map and have
 RC1197.an estimated accuracy of +/- 6 seconds.
 RC1197
 RC1197.The orthometric height was determined by differential leveling
 RC1197.and adjusted in June 1991.
 RC1197
 RC1197.The geoid height was determined by GEOID03.
 RC1197
 RC1197.The dynamic height is computed by dividing the NAVD 88
 RC1197.geopotential number by the normal gravity value computed on the
 RC1197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1197.degrees latitude (g = 980.6199 gals.).
 RC1197
 RC1197.The modeled gravity was interpolated from observed gravity values.
 RC1197
 RC1197;                    North         East    Units  Estimated Accuracy
 RC1197;SPC OR N     -   175,310.    2,453,180.      MT  (+/- 180 meters Scaled)
 RC1197
 RC1197                          SUPERSEDED SURVEY CONTROL
 RC1197
 RC1197  NGVD 29 (??/??/92)  311.535  (m)         1022.09   (f) ADJ UNCH    2 0
 RC1197
 RC1197.Superseded values are not recommended for survey control.
 RC1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1197.See file dsdata.txt to determine how the superseded data were derived.
 RC1197
 RC1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR493116(NAD 83)
 RC1197_MARKER: O = CHISELED CIRCLE
 RC1197_SETTING: 80 = SET IN A BOULDER
 RC1197_SP_SET: BOULDER
 RC1197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1197+STABILITY: SURFACE MOTION
 RC1197
 RC1197  HISTORY     - Date     Condition        Report By
 RC1197  HISTORY     - UNK      MONUMENTED       USGS
 RC1197  HISTORY     - 1961     GOOD             NGS
 RC1197
 RC1197                          STATION DESCRIPTION
 RC1197
 RC1197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RC1197'3.8 MI E FROM TYGH VALLEY.
 RC1197'WAS AT THE PACIFIC POWER AND LIGHT COMPANY DAM THAT IS ABOUT 3.8 MILES
 RC1197'EAST OF TYGH VALLEY, 30.0 FEET EAST OF THE NORTH END OF THE MOST
 RC1197'WESTERLY DAM AT BASIN NO. 1, AN OUTLINED CHISELED CIRCLE WITH A SMALL
 RC1197'HOLE DRILLED IN THE CENTER, AT THE HIGHEST POINT OF A LARGE BOULDER
 RC1197'WHICH PROJECTS THE FARTHEST INTO BASIN NO. 1 AND OUT OF THE NORTH BANK
 RC1197'OF THE WHITE RIVER.  THE CHISELED CIRCLE WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1184 ***********************************************************************
 RC1184  DESIGNATION -  1026
 RC1184  PID         -  RC1184
 RC1184  STATE/COUNTY-  OR/WASCO
 RC1184  USGS QUAD   -  DANT (1962)
 RC1184
 RC1184                         *CURRENT SURVEY CONTROL
 RC1184  ___________________________________________________________________
 RC1184* NAD 83(1986)-  45 02 02.     (N)    121 05 19.     (W)     SCALED    
 RC1184* NAVD 88     -       313.793  (meters)    1029.50   (feet)  ADJUSTED  
 RC1184  ___________________________________________________________________
 RC1184  GEOID HEIGHT-         -21.30  (meters)                     GEOID03
 RC1184  DYNAMIC HT  -         313.720 (meters)    1029.26  (feet)  COMP
 RC1184  MODELED GRAV-     980,377.4   (mgal)                       NAVD 88
 RC1184
 RC1184  VERT ORDER  -  SECOND    CLASS 0
 RC1184
 RC1184.The horizontal coordinates were scaled from a topographic map and have
 RC1184.an estimated accuracy of +/- 6 seconds.
 RC1184
 RC1184.The orthometric height was determined by differential leveling
 RC1184.and adjusted in June 1991.
 RC1184
 RC1184.The geoid height was determined by GEOID03.
 RC1184
 RC1184.The dynamic height is computed by dividing the NAVD 88
 RC1184.geopotential number by the normal gravity value computed on the
 RC1184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1184.degrees latitude (g = 980.6199 gals.).
 RC1184
 RC1184.The modeled gravity was interpolated from observed gravity values.
 RC1184
 RC1184;                    North         East    Units  Estimated Accuracy
 RC1184;SPC OR N     -   152,100.    2,453,620.      MT  (+/- 180 meters Scaled)
 RC1184
 RC1184                          SUPERSEDED SURVEY CONTROL
 RC1184
 RC1184  NGVD 29 (??/??/92)  312.727  (m)         1026.01   (f) ADJ UNCH    2 0
 RC1184
 RC1184.Superseded values are not recommended for survey control.
 RC1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1184.See file dsdata.txt to determine how the superseded data were derived.
 RC1184
 RC1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ505884(NAD 83)
 RC1184_MARKER: DD = SURVEY DISK
 RC1184_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RC1184_SP_SET: CULVERT
 RC1184_STAMPING: 1026 ORE 1911
 RC1184_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC1184
 RC1184  HISTORY     - Date     Condition        Report By
 RC1184  HISTORY     - 1911     MONUMENTED       USGS
 RC1184  HISTORY     - 1934     GOOD             NGS
 RC1184  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 RC1184
 RC1184                          STATION DESCRIPTION
 RC1184
 RC1184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RC1184'6.3 MI N FROM NORTH JUNCTION.
 RC1184'6.3 MI. NORTH, ALONG O.W.R. AND N. RY, FROM STATION. ALONG THE RIGHT
 RC1184'OF WAY OF THE OREGON-WASHINGTON RAILROAD AND NAVIGATION CO., 2.3 MILES
 RC1184'NORTH OF TWO SPRINGS, 300 FEET NORTHEAST OF MILE POST 65, 25 FEET
 RC1184'SOUTHEAST OF TRACK, NEAR CULVERT, SET ON LARGE ROCK.
 RC1184
 RC1184                          STATION RECOVERY (1985)
 RC1184
 RC1184'RECOVERY NOTE BY US POWER SQUADRON 1985
 RC1184'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1581 ***********************************************************************
 RC1581  DESIGNATION -  103 A
 RC1581  PID         -  RC1581
 RC1581  STATE/COUNTY-  OR/HOOD RIVER
 RC1581  USGS QUAD   -  HOOD RIVER (1994)
 RC1581
 RC1581                         *CURRENT SURVEY CONTROL
 RC1581  ___________________________________________________________________
 RC1581* NAD 83(1986)-  45 42 35.     (N)    121 30 43.     (W)     SCALED    
 RC1581* NAVD 88     -        32.053  (meters)     105.16   (feet)  ADJUSTED  
 RC1581  ___________________________________________________________________
 RC1581  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 RC1581  DYNAMIC HT  -          32.053 (meters)     105.16  (feet)  COMP
 RC1581  MODELED GRAV-     980,604.0   (mgal)                       NAVD 88
 RC1581
 RC1581  VERT ORDER  -  FIRST     CLASS II
 RC1581
 RC1581.The horizontal coordinates were scaled from a topographic map and have
 RC1581.an estimated accuracy of +/- 6 seconds.
 RC1581
 RC1581.The orthometric height was determined by differential leveling
 RC1581.and adjusted in June 1991.
 RC1581.WARNING-Repeat measurements at this control monument indicate possible
 RC1581.vertical movement.
 RC1581
 RC1581.The geoid height was determined by GEOID03.
 RC1581
 RC1581.The dynamic height is computed by dividing the NAVD 88
 RC1581.geopotential number by the normal gravity value computed on the
 RC1581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1581.degrees latitude (g = 980.6199 gals.).
 RC1581
 RC1581.The modeled gravity was interpolated from observed gravity values.
 RC1581
 RC1581;                    North         East    Units  Estimated Accuracy
 RC1581;SPC OR N     -   227,530.    2,421,210.      MT  (+/- 180 meters Scaled)
 RC1581
 RC1581                          SUPERSEDED SURVEY CONTROL
 RC1581
 RC1581  NGVD 29 (??/??/92)   31.030  (m)          101.80   (f) ADJ UNCH    1 2
 RC1581
 RC1581.Superseded values are not recommended for survey control.
 RC1581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1581.See file dsdata.txt to determine how the superseded data were derived.
 RC1581
 RC1581_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR158628(NAD 83)
 RC1581_MARKER: DD = SURVEY DISK
 RC1581_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RC1581_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RC1581_STAMPING: 101.663 A
 RC1581_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC1581
 RC1581  HISTORY     - Date     Condition        Report By
 RC1581  HISTORY     - UNK      MONUMENTED       USGS
 RC1581  HISTORY     - 1935     GOOD             ORDT
 RC1581  HISTORY     - 1987     MARK NOT FOUND   NGS
 RC1581  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 RC1581  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 RC1581
 RC1581                          STATION DESCRIPTION
 RC1581
 RC1581'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1935
 RC1581'IN HOOD RIVER.
 RC1581'AT HOOD RIVER, HOOD RIVER COUNTY, IN THE PARKING JUST WEST OF THE
 RC1581'UNION PACIFIC RAILROAD STATION, AT THE FOOT OF A BANK, 22 1/2 FEET
 RC1581'WEST OF THE WEST FOOTING OF THE WATER TANK, 37.9 FEET SOUTH OF THE
 RC1581'TRACK CENTERLINE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP
 RC1581'STAMPED 101.663 A AND RIVETED TO A 3 1/2-INCH IRON PIPE CASED IN
 RC1581'CONCRETE AND PROJECTING 12 INCHES ABOVE THE GROUND.
 RC1581
 RC1581                          STATION RECOVERY (1987)
 RC1581
 RC1581'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RC1581'NOT RECOVERED.
 RC1581
 RC1581                          STATION RECOVERY (1989)
 RC1581
 RC1581'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RC1581'MARK NOT FOUND.
 RC1581
 RC1581                          STATION RECOVERY (1990)
 RC1581
 RC1581'RECOVERY NOTE BY US POWER SQUADRON 1990 (EF)
 RC1581'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0592 ***********************************************************************
 NW0592  DESIGNATION -  103 MDC
 NW0592  PID         -  NW0592
 NW0592  STATE/COUNTY-  OR/MALHEUR
 NW0592  USGS QUAD   -  SCOTT RESERVOIR (1972)
 NW0592
 NW0592                         *CURRENT SURVEY CONTROL
 NW0592  ___________________________________________________________________
 NW0592* NAD 83(1986)-  42 48 10.     (N)    117 36 37.     (W)     SCALED    
 NW0592* NAVD 88     -      1035.725  (meters)    3398.04   (feet)  ADJUSTED  
 NW0592  ___________________________________________________________________
 NW0592  GEOID HEIGHT-         -18.06  (meters)                     GEOID03
 NW0592  DYNAMIC HT  -        1035.196 (meters)    3396.31  (feet)  COMP
 NW0592  MODELED GRAV-     980,074.4   (mgal)                       NAVD 88
 NW0592
 NW0592  VERT ORDER  -  SECOND    CLASS 0
 NW0592
 NW0592.The horizontal coordinates were scaled from a topographic map and have
 NW0592.an estimated accuracy of +/- 6 seconds.
 NW0592
 NW0592.The orthometric height was determined by differential leveling
 NW0592.and adjusted in August 1995.
 NW0592
 NW0592.The geoid height was determined by GEOID03.
 NW0592
 NW0592.The dynamic height is computed by dividing the NAVD 88
 NW0592.geopotential number by the normal gravity value computed on the
 NW0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0592.degrees latitude (g = 980.6199 gals.).
 NW0592
 NW0592.The modeled gravity was interpolated from observed gravity values.
 NW0592
 NW0592;                    North         East    Units  Estimated Accuracy
 NW0592;SPC OR S     -   130,280.    1,736,320.      MT  (+/- 180 meters Scaled)
 NW0592
 NW0592                          SUPERSEDED SURVEY CONTROL
 NW0592
 NW0592.No superseded survey control is available for this station.
 NW0592
 NW0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH500390(NAD 83)
 NW0592_MARKER: DB = BENCH MARK DISK
 NW0592_SETTING: 66 = SET IN ROCK OUTCROP
 NW0592_SP_SET: ROCK OUTCROP
 NW0592_STAMPING: 103 MDC 1972 3395
 NW0592_MARK LOGO: USGS  
 NW0592_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0592_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0592+STABILITY: POSITION/ELEVATION WELL
 NW0592_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0592+SATELLITE: SATELLITE OBSERVATIONS - 1972
 NW0592
 NW0592  HISTORY     - Date     Condition        Report By
 NW0592  HISTORY     - 1972     MONUMENTED       USGS
 NW0592
 NW0592                          STATION DESCRIPTION
 NW0592
 NW0592'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 NW0592'FROM ROME, OREGON PROCEED 2.7 MILES SOUTH ALONG A TRACK ROAD TO A
 NW0592'LARGE ROCK OUTCROPPING ON THE WEST OF THE ROAD, 32 FEET WEST OF THE
 NW0592'CENTERLINE OF THE ROAD, AND ABOUT 8 FEET ABOVE THE ROAD BED, IN THE
 NW0592'LEDGE OF THE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0520 ***********************************************************************
 RC0520  DESIGNATION -  1030 H
 RC0520  PID         -  RC0520
 RC0520  STATE/COUNTY-  OR/SHERMAN
 RC0520  USGS QUAD   -  WASCO (1987)
 RC0520
 RC0520                         *CURRENT SURVEY CONTROL
 RC0520  ___________________________________________________________________
 RC0520* NAD 83(1986)-  45 37 11.     (N)    120 44 20.     (W)     SCALED    
 RC0520* NAVD 88     -       314.939  (meters)    1033.26   (feet)  ADJUSTED  
 RC0520  ___________________________________________________________________
 RC0520  GEOID HEIGHT-         -21.35  (meters)                     GEOID03
 RC0520  DYNAMIC HT  -         314.923 (meters)    1033.21  (feet)  COMP
 RC0520  MODELED GRAV-     980,556.2   (mgal)                       NAVD 88
 RC0520
 RC0520  VERT ORDER  -  FIRST     CLASS II
 RC0520
 RC0520.The horizontal coordinates were scaled from a topographic map and have
 RC0520.an estimated accuracy of +/- 6 seconds.
 RC0520
 RC0520.The orthometric height was determined by differential leveling
 RC0520.and adjusted in June 1991.
 RC0520
 RC0520.The geoid height was determined by GEOID03.
 RC0520
 RC0520.The dynamic height is computed by dividing the NAVD 88
 RC0520.geopotential number by the normal gravity value computed on the
 RC0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0520.degrees latitude (g = 980.6199 gals.).
 RC0520
 RC0520.The modeled gravity was interpolated from observed gravity values.
 RC0520
 RC0520;                    North         East    Units  Estimated Accuracy
 RC0520;SPC OR N     -   217,060.    2,481,370.      MT  (+/- 180 meters Scaled)
 RC0520
 RC0520                          SUPERSEDED SURVEY CONTROL
 RC0520
 RC0520  NGVD 29 (??/??/92)  313.956  (m)         1030.04   (f) ADJ UNCH    1 2
 RC0520
 RC0520.Superseded values are not recommended for survey control.
 RC0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0520.See file dsdata.txt to determine how the superseded data were derived.
 RC0520
 RC0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR762542(NAD 83)
 RC0520_MARKER: DD = SURVEY DISK
 RC0520_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RC0520_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RC0520_STAMPING: 1029.894 H 1904
 RC0520_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC0520
 RC0520  HISTORY     - Date     Condition        Report By
 RC0520  HISTORY     - 1904     MONUMENTED       USGS
 RC0520  HISTORY     - 1961     MARK NOT FOUND   NGS
 RC0520  HISTORY     - 1987     MARK NOT FOUND   NGS
 RC0520
 RC0520                          STATION DESCRIPTION
 RC0520
 RC0520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RC0520'3.0 MI N FROM WASCO.
 RC0520'WAS ABOUT 150 FEET SOUTHEAST OF THE SINK RANCH HOUSE, ABOUT 100 FEET
 RC0520'NORTHWEST OF A PRIVATE-ROAD CROSSING, 63 FEET SOUTHWEST OF THE CENTER
 RC0520'LINE OF U.S. HIGHWAY 97, AT A SHARP CURVE TO THE WEST IN THE UNION
 RC0520'PACIFIC RAILROAD TRACKS, 13 FEET FROM THE CENTER LINE OF THE TRACKS,
 RC0520'AND 30 FEET SOUTHWEST OF A GATE IN THE RIGHT-OF-WAY FENCE.  A STANDARD
 RC0520'DISK RIVETED TO THE TOP OF A 3-1/2-INCH IRON PIPE ENCASED IN CONCRETE.
 RC0520
 RC0520                          STATION RECOVERY (1987)
 RC0520
 RC0520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RC0520'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1541 ***********************************************************************
 RC1541  DESIGNATION -  103=F 231
 RC1541  PID         -  RC1541
 RC1541  STATE/COUNTY-  OR/HOOD RIVER
 RC1541  USGS QUAD   -  BONNEVILLE DAM (1994)
 RC1541
 RC1541                         *CURRENT SURVEY CONTROL
 RC1541  ___________________________________________________________________
 RC1541* NAD 83(1986)-  45 40 05.     (N)    121 53 39.     (W)     SCALED    
 RC1541* NAVD 88     -        32.587  (meters)     106.91   (feet)  ADJUSTED  
 RC1541  ___________________________________________________________________
 RC1541  GEOID HEIGHT-         -21.76  (meters)                     GEOID03
 RC1541  DYNAMIC HT  -          32.585 (meters)     106.91  (feet)  COMP
 RC1541  MODELED GRAV-     980,581.6   (mgal)                       NAVD 88
 RC1541
 RC1541  VERT ORDER  -  FIRST     CLASS II
 RC1541
 RC1541.The horizontal coordinates were scaled from a topographic map and have
 RC1541.an estimated accuracy of +/- 6 seconds.
 RC1541
 RC1541.The orthometric height was determined by differential leveling
 RC1541.and adjusted in June 1991.
 RC1541
 RC1541.The geoid height was determined by GEOID03.
 RC1541
 RC1541.The dynamic height is computed by dividing the NAVD 88
 RC1541.geopotential number by the normal gravity value computed on the
 RC1541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1541.degrees latitude (g = 980.6199 gals.).
 RC1541
 RC1541.The modeled gravity was interpolated from observed gravity values.
 RC1541
 RC1541;                    North         East    Units  Estimated Accuracy
 RC1541;SPC OR N     -   223,340.    2,391,370.      MT  (+/- 180 meters Scaled)
 RC1541
 RC1541                          SUPERSEDED SURVEY CONTROL
 RC1541
 RC1541  NGVD 29 (??/??/92)   31.57   (m)          103.6    (f) COMPUTED    1 2
 RC1541
 RC1541.Superseded values are not recommended for survey control.
 RC1541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1541.See file dsdata.txt to determine how the superseded data were derived.
 RC1541
 RC1541_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER861577(NAD 83)
 RC1541_MARKER: DD = SURVEY DISK
 RC1541_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RC1541_SP_SET: BRIDGE ABUTMENT
 RC1541_STAMPING: F 231 1928 103
 RC1541_MARK LOGO: PP+L  
 RC1541_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RC1541
 RC1541  HISTORY     - Date     Condition        Report By
 RC1541  HISTORY     - 1928     MONUMENTED       PG+E
 RC1541  HISTORY     - 1957     GOOD             NGS
 RC1541  HISTORY     - 1987     GOOD             USPSQD
 RC1541  HISTORY     - 1987     GOOD             NGS
 RC1541  HISTORY     - 1989     GOOD             USPSQD
 RC1541  HISTORY     - 1990     GOOD             USPSQD
 RC1541  HISTORY     - 20070326 GOOD             USPSQD
 RC1541
 RC1541                          STATION DESCRIPTION
 RC1541
 RC1541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 RC1541'IN CASCADE LOCKS.
 RC1541'AT CASCADE LOCKS, 0.2 MILE NORTHEAST ALONG U.S. HIGHWAY 30 FROM THE
 RC1541'POST OFFICE, IN T 2 N - R 7 E, ALONG THE UNION PACIFIC RAILROAD, IN
 RC1541'TOP OF THE NORTHEAST CONCRETE ABUTMENT OF BRIDGE 42.75, OVER A GRAVEL
 RC1541'ROAD LEADING NORTHWEST TO OLD LOCKS, 1.0 FOOT NORTHWEST OF THE
 RC1541'SOUTHEAST END OF THE ABUTMENT, 8.6 FEET SOUTHEAST OF THE SOUTHEAST
 RC1541'RAIL OF THE MAIN TRACK, AND ABOUT 1 FOOT LOWER THAN THE TRACK.
 RC1541
 RC1541                          STATION RECOVERY (1987)
 RC1541
 RC1541'RECOVERY NOTE BY US POWER SQUADRON 1987 (KRN)
 RC1541'RECOVERED IN GOOD CONDITION.
 RC1541
 RC1541                          STATION RECOVERY (1987)
 RC1541
 RC1541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RC1541'RECOVERED IN GOOD CONDITION.
 RC1541
 RC1541                          STATION RECOVERY (1989)
 RC1541
 RC1541'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RC1541'RECOVERED IN GOOD CONDITION.
 RC1541
 RC1541                          STATION RECOVERY (1990)
 RC1541
 RC1541'RECOVERY NOTE BY US POWER SQUADRON 1990 (EF)
 RC1541'RECOVERED IN GOOD CONDITION.
 RC1541
 RC1541                          STATION RECOVERY (2007)
 RC1541
 RC1541'RECOVERY NOTE BY US POWER SQUADRON 2007 (RHH)
 RC1541'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0583 ***********************************************************************
 RD0583  DESIGNATION -  104
 RD0583  PID         -  RD0583
 RD0583  STATE/COUNTY-  OR/COLUMBIA
 RD0583  USGS QUAD   -  ST HELENS (1990)
 RD0583
 RD0583                         *CURRENT SURVEY CONTROL
 RD0583  ___________________________________________________________________
 RD0583* NAD 83(1986)-  45 51 32.     (N)    122 49 14.     (W)     SCALED    
 RD0583* NAVD 88     -        32.820  (meters)     107.68   (feet)  POSTED    
 RD0583  ___________________________________________________________________
 RD0583  GEOID HEIGHT-         -22.31  (meters)                     GEOID03
 RD0583  DYNAMIC HT  -          32.820 (meters)     107.68  (feet)  COMP
 RD0583  MODELED GRAV-     980,652.6   (mgal)                       NAVD 88
 RD0583
 RD0583  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 RD0583
 RD0583.The horizontal coordinates were scaled from a topographic map and have
 RD0583.an estimated accuracy of +/- 6 seconds.
 RD0583
 RD0583.The orthometric height was determined by differential leveling
 RD0583.and adjusted by the  in 1992.
 RD0583.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 RD0583.rate of 0.0 thru 1.0 mm/km.
 RD0583
 RD0583.The geoid height was determined by GEOID03.
 RD0583
 RD0583.The dynamic height is computed by dividing the NAVD 88
 RD0583.geopotential number by the normal gravity value computed on the
 RD0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0583.degrees latitude (g = 980.6199 gals.).
 RD0583
 RD0583.The modeled gravity was interpolated from observed gravity values.
 RD0583
 RD0583;                    North         East    Units  Estimated Accuracy
 RD0583;SPC OR N     -   246,200.    2,319,820.      MT  (+/- 180 meters Scaled)
 RD0583
 RD0583                          SUPERSEDED SURVEY CONTROL
 RD0583
 RD0583  NGVD 29 (??/??/92)   31.802  (m)          104.34   (f) ADJ UNCH    1 2
 RD0583
 RD0583.Superseded values are not recommended for survey control.
 RD0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0583.See file dsdata.txt to determine how the superseded data were derived.
 RD0583
 RD0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER139783(NAD 83)
 RD0583_MARKER: Q = CHISELED SQUARE
 RD0583_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD0583_SP_SET: BASE
 RD0583_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0583
 RD0583  HISTORY     - Date     Condition        Report By
 RD0583  HISTORY     - UNK      MONUMENTED       PG+E
 RD0583  HISTORY     - 1935     GOOD             NGS
 RD0583  HISTORY     - 20020114 MARK NOT FOUND   NGS
 RD0583  HISTORY     - 20040322 MARK NOT FOUND   USPSQD
 RD0583
 RD0583                          STATION DESCRIPTION
 RD0583
 RD0583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 RD0583'IN ST HELENS.
 RD0583'AT ST. HELENS, COLUMBIA COUNTY, 155 FEET SOUTHWEST OF THE SPOKANE,
 RD0583'PORTLAND AND SEATTLE RAILWAY CO. PASSENGER STATION, ON THE WEST CORNER
 RD0583'OF THE CONCRETE BASE OF A WARNING BELL, 9.6 FEET WEST OF THE TRACK
 RD0583'CENTERLINE.  A CHISLED SQUARE.
 RD0583
 RD0583                          STATION RECOVERY (2002)
 RD0583
 RD0583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 RD0583'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 RD0583
 RD0583                          STATION RECOVERY (2004)
 RD0583
 RD0583'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 RD0583'COLUMBIA BLVD IS NOW A MAJOR THREE LANE, ONE WAY ROAD AND THE
 RD0583'INTERSECTION AT RAIL CROSSING HAS BEEN MODIFIED SO THAT MARKER
 RD0583'PROBABLY NO LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0821 ***********************************************************************
 RC0821  DESIGNATION -  104
 RC0821  PID         -  RC0821
 RC0821  STATE/COUNTY-  OR/HOOD RIVER
 RC0821  USGS QUAD   -  HOOD RIVER (1994)
 RC0821
 RC0821                         *CURRENT SURVEY CONTROL
 RC0821  ___________________________________________________________________
 RC0821* NAD 83(1986)-  45 42 13.     (N)    121 30 18.     (W)     SCALED    
 RC0821* NAVD 88     -        32.733  (meters)     107.39   (feet)  ADJUSTED  
 RC0821  ___________________________________________________________________
 RC0821  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 RC0821  DYNAMIC HT  -          32.732 (meters)     107.39  (feet)  COMP
 RC0821  MODELED GRAV-     980,603.4   (mgal)                       NAVD 88
 RC0821
 RC0821  VERT ORDER  -  FIRST     CLASS II
 RC0821
 RC0821.The horizontal coordinates were scaled from a topographic map and have
 RC0821.an estimated accuracy of +/- 6 seconds.
 RC0821
 RC0821.The orthometric height was determined by differential leveling
 RC0821.and adjusted in June 1991.
 RC0821
 RC0821.The geoid height was determined by GEOID03.
 RC0821
 RC0821.The dynamic height is computed by dividing the NAVD 88
 RC0821.geopotential number by the normal gravity value computed on the
 RC0821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0821.degrees latitude (g = 980.6199 gals.).
 RC0821
 RC0821.The modeled gravity was interpolated from observed gravity values.
 RC0821
 RC0821;                    North         East    Units  Estimated Accuracy
 RC0821;SPC OR N     -   226,840.    2,421,740.      MT  (+/- 180 meters Scaled)
 RC0821
 RC0821                          SUPERSEDED SURVEY CONTROL
 RC0821
 RC0821  NGVD 29 (??/??/92)   31.708  (m)          104.03   (f) ADJ UNCH    1 2
 RC0821
 RC0821.Superseded values are not recommended for survey control.
 RC0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0821.See file dsdata.txt to determine how the superseded data were derived.
 RC0821
 RC0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR163622(NAD 83)
 RC0821_MARKER: N = NAIL
 RC0821_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RC0821_SP_SET: FOUNDATION
 RC0821_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RC0821
 RC0821  HISTORY     - Date     Condition        Report By
 RC0821  HISTORY     - UNK      MONUMENTED       USGS
 RC0821  HISTORY     - 1941     GOOD             NGS
 RC0821  HISTORY     - 1987     MARK NOT FOUND   NGS
 RC0821
 RC0821                          STATION DESCRIPTION
 RC0821
 RC0821'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 RC0821'0.5 MI SE FROM HOOD RIVER.
 RC0821'ABOUT .5 MILES SOUTHEAST OF HOOD RIVER, AT POWERDALE, IN THE EXTREME
 RC0821'NORTHWEST CORNER OF LOWER STEP OF CONCRETE FOUNDATION FOR SWITCH YARD.
 RC0821
 RC0821                          STATION RECOVERY (1987)
 RC0821
 RC0821'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RC0821'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0593 ***********************************************************************
 NW0593  DESIGNATION -  104 MDC
 NW0593  PID         -  NW0593
 NW0593  STATE/COUNTY-  OR/MALHEUR
 NW0593  USGS QUAD   -  SCOTT RESERVOIR (1972)
 NW0593
 NW0593                         *CURRENT SURVEY CONTROL
 NW0593  ___________________________________________________________________
 NW0593* NAD 83(1986)-  42 47 24.     (N)    117 36 18.     (W)     SCALED    
 NW0593* NAVD 88     -      1110.167  (meters)    3642.27   (feet)  ADJUSTED  
 NW0593  ___________________________________________________________________
 NW0593  GEOID HEIGHT-         -18.05  (meters)                     GEOID03
 NW0593  DYNAMIC HT  -        1109.598 (meters)    3640.41  (feet)  COMP
 NW0593  MODELED GRAV-     980,069.9   (mgal)                       NAVD 88
 NW0593
 NW0593  VERT ORDER  -  SECOND    CLASS 0
 NW0593
 NW0593.The horizontal coordinates were scaled from a topographic map and have
 NW0593.an estimated accuracy of +/- 6 seconds.
 NW0593
 NW0593.The orthometric height was determined by differential leveling
 NW0593.and adjusted in August 1995.
 NW0593
 NW0593.The geoid height was determined by GEOID03.
 NW0593
 NW0593.The dynamic height is computed by dividing the NAVD 88
 NW0593.geopotential number by the normal gravity value computed on the
 NW0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0593.degrees latitude (g = 980.6199 gals.).
 NW0593
 NW0593.The modeled gravity was interpolated from observed gravity values.
 NW0593
 NW0593;                    North         East    Units  Estimated Accuracy
 NW0593;SPC OR S     -   128,880.    1,736,800.      MT  (+/- 180 meters Scaled)
 NW0593
 NW0593                          SUPERSEDED SURVEY CONTROL
 NW0593
 NW0593.No superseded survey control is available for this station.
 NW0593
 NW0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH505376(NAD 83)
 NW0593_MARKER: DB = BENCH MARK DISK
 NW0593_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0593_SP_SET: COPPER-CLAD STEEL ROD
 NW0593_STAMPING: 104 MDC 1972 3639
 NW0593_MARK LOGO: USGS  
 NW0593_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0593_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0593_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0593+SATELLITE: SATELLITE OBSERVATIONS - 1972
 NW0593
 NW0593  HISTORY     - Date     Condition        Report By
 NW0593  HISTORY     - 1972     MONUMENTED       USGS
 NW0593
 NW0593                          STATION DESCRIPTION
 NW0593
 NW0593'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 NW0593'FROM ROME, OREGON PROCEED 4.0 MILES SOUTH ALONG A TRACK ROAD TO A
 NW0593'SMALL SUMMIT, (ABOUT 0.2 MILES SOUTH OF AN OLD RANCH AND POND), 95
 NW0593'FEET WEST OF A SMALL STOCKPOND AND 2 FEET EAST OF A STEEL FENCEPOST,
 NW0593'SET ON A COPPER-COATED ROD DRIVEN TO REFUSAL (ROD DEPTH UNKNOWN),
 NW0593'ENCASED IN 6-INCH WHITE PLASTIC PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0509 ***********************************************************************
 NZ0509  DESIGNATION -  1049 B
 NZ0509  PID         -  NZ0509
 NZ0509  STATE/COUNTY-  OR/JACKSON
 NZ0509  USGS QUAD   -  GOLD HILL (1983)
 NZ0509
 NZ0509                         *CURRENT SURVEY CONTROL
 NZ0509  ___________________________________________________________________
 NZ0509* NAD 83(1986)-  42 25 57.     (N)    123 05 45.     (W)     SCALED    
 NZ0509* NAVD 88     -       321.283  (meters)    1054.08   (feet)  ADJUSTED  
 NZ0509  ___________________________________________________________________
 NZ0509  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 NZ0509  DYNAMIC HT  -         321.168 (meters)    1053.70  (feet)  COMP
 NZ0509  MODELED GRAV-     980,254.2   (mgal)                       NAVD 88
 NZ0509
 NZ0509  VERT ORDER  -  FIRST     CLASS II
 NZ0509
 NZ0509.The horizontal coordinates were scaled from a topographic map and have
 NZ0509.an estimated accuracy of +/- 6 seconds.
 NZ0509
 NZ0509.The orthometric height was determined by differential leveling
 NZ0509.and adjusted in June 1991.
 NZ0509
 NZ0509.The geoid height was determined by GEOID03.
 NZ0509
 NZ0509.The dynamic height is computed by dividing the NAVD 88
 NZ0509.geopotential number by the normal gravity value computed on the
 NZ0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0509.degrees latitude (g = 980.6199 gals.).
 NZ0509
 NZ0509.The modeled gravity was interpolated from observed gravity values.
 NZ0509
 NZ0509;                    North         East    Units  Estimated Accuracy
 NZ0509;SPC OR S     -    88,380.    1,286,440.      MT  (+/- 180 meters Scaled)
 NZ0509
 NZ0509                          SUPERSEDED SURVEY CONTROL
 NZ0509
 NZ0509  NGVD 29 (??/??/92)  320.280  (m)         1050.79   (f) ADJ UNCH    1 2
 NZ0509
 NZ0509.Superseded values are not recommended for survey control.
 NZ0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0509.See file dsdata.txt to determine how the superseded data were derived.
 NZ0509
 NZ0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM921978(NAD 83)
 NZ0509_MARKER: P = PIPE CAP
 NZ0509_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NZ0509_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NZ0509_STAMPING: 1049 B 1903
 NZ0509_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0509
 NZ0509  HISTORY     - Date     Condition        Report By
 NZ0509  HISTORY     - 1903     MONUMENTED       USGS
 NZ0509  HISTORY     - 1954     GOOD             NGS
 NZ0509  HISTORY     - 1987     MARK NOT FOUND   NGS
 NZ0509
 NZ0509                          STATION DESCRIPTION
 NZ0509
 NZ0509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NZ0509'2.6 MI W FROM GOLD HILL.
 NZ0509'2.6 MILES WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 NZ0509'STATION AT GOLD HILL, 0.3 MILE WEST OF ROCK POINT SIDING SIGN, ABOUT 7
 NZ0509'1/2 RAILS WEST OF A WOODEN CULVERT AND SEMAPHORE 459.6, 125 FEET NORTH
 NZ0509'OF AND ACROSS A GRAVELED ROAD AND THE TRACK FROM A SMALL WOODEN
 NZ0509'BUILDING, 15.3 FEET NORTH OF THE NORTH RAIL, 12.3 FEET SOUTH OF A
 NZ0509'FENCE, 1.4 FEET EAST OF A WITNESS POST, ABOUT 1/2 FOOT LOWER THAN THE
 NZ0509'TRACK, AND RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.7
 NZ0509'FOOT ABOVE THE GROUND.
 NZ0509
 NZ0509                          STATION RECOVERY (1987)
 NZ0509
 NZ0509'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 NZ0509'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0594 ***********************************************************************
 NW0594  DESIGNATION -  105 MDC
 NW0594  PID         -  NW0594
 NW0594  STATE/COUNTY-  OR/MALHEUR
 NW0594  USGS QUAD   -  SCOTT RESERVOIR (1972)
 NW0594
 NW0594                         *CURRENT SURVEY CONTROL
 NW0594  ___________________________________________________________________
 NW0594* NAD 83(1986)-  42 46 59.     (N)    117 35 29.     (W)     SCALED    
 NW0594* NAVD 88     -      1145.033  (meters)    3756.66   (feet)  ADJUSTED  
 NW0594  ___________________________________________________________________
 NW0594  GEOID HEIGHT-         -18.03  (meters)                     GEOID03
 NW0594  DYNAMIC HT  -        1144.441 (meters)    3754.72  (feet)  COMP
 NW0594  MODELED GRAV-     980,065.1   (mgal)                       NAVD 88
 NW0594
 NW0594  VERT ORDER  -  SECOND    CLASS 0
 NW0594
 NW0594.The horizontal coordinates were scaled from a topographic map and have
 NW0594.an estimated accuracy of +/- 6 seconds.
 NW0594
 NW0594.The orthometric height was determined by differential leveling
 NW0594.and adjusted in August 1995.
 NW0594
 NW0594.The geoid height was determined by GEOID03.
 NW0594
 NW0594.The dynamic height is computed by dividing the NAVD 88
 NW0594.geopotential number by the normal gravity value computed on the
 NW0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0594.degrees latitude (g = 980.6199 gals.).
 NW0594
 NW0594.The modeled gravity was interpolated from observed gravity values.
 NW0594
 NW0594;                    North         East    Units  Estimated Accuracy
 NW0594;SPC OR S     -   128,140.    1,737,940.      MT  (+/- 180 meters Scaled)
 NW0594
 NW0594                          SUPERSEDED SURVEY CONTROL
 NW0594
 NW0594.No superseded survey control is available for this station.
 NW0594
 NW0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH516368(NAD 83)
 NW0594_MARKER: DB = BENCH MARK DISK
 NW0594_SETTING: 66 = SET IN ROCK OUTCROP
 NW0594_SP_SET: ROCK OUTCROP
 NW0594_STAMPING: 105 MDC 1972 3753
 NW0594_MARK LOGO: USGS  
 NW0594_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0594_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0594+STABILITY: POSITION/ELEVATION WELL
 NW0594_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0594+SATELLITE: SATELLITE OBSERVATIONS - 1972
 NW0594
 NW0594  HISTORY     - Date     Condition        Report By
 NW0594  HISTORY     - 1972     MONUMENTED       USGS
 NW0594
 NW0594                          STATION DESCRIPTION
 NW0594
 NW0594'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 NW0594'FROM ROME, OREGON PROCEED 4.8 MILES SOUTH ALONG A TRACK ROAD TO A
 NW0594'SERIES OF CURVES WITH A ROCK OUTCROP ON THE SOUTH SIDE OF THE ROAD,
 NW0594'36 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 3 FEET EAST OF A CAIRN,
 NW0594'CEMENTED IN THE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0541 ***********************************************************************
 NZ0541  DESIGNATION -  1050 B
 NZ0541  PID         -  NZ0541
 NZ0541  STATE/COUNTY-  OR/JOSEPHINE
 NZ0541  USGS QUAD   -  MERLIN (1986)
 NZ0541
 NZ0541                         *CURRENT SURVEY CONTROL
 NZ0541  ___________________________________________________________________
 NZ0541* NAD 83(1986)-  42 30 11.     (N)    123 23 42.     (W)     SCALED    
 NZ0541* NAVD 88     -       321.585  (meters)    1055.07   (feet)  ADJUSTED  
 NZ0541  ___________________________________________________________________
 NZ0541  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 NZ0541  DYNAMIC HT  -         321.475 (meters)    1054.71  (feet)  COMP
 NZ0541  MODELED GRAV-     980,270.4   (mgal)                       NAVD 88
 NZ0541
 NZ0541  VERT ORDER  -  FIRST     CLASS II
 NZ0541
 NZ0541.The horizontal coordinates were scaled from a topographic map and have
 NZ0541.an estimated accuracy of +/- 6 seconds.
 NZ0541
 NZ0541.The orthometric height was determined by differential leveling
 NZ0541.and adjusted in June 1991.
 NZ0541.WARNING-Repeat measurements at this control monument indicate possible
 NZ0541.vertical movement.
 NZ0541
 NZ0541.The geoid height was determined by GEOID03.
 NZ0541
 NZ0541.The dynamic height is computed by dividing the NAVD 88
 NZ0541.geopotential number by the normal gravity value computed on the
 NZ0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0541.degrees latitude (g = 980.6199 gals.).
 NZ0541
 NZ0541.The modeled gravity was interpolated from observed gravity values.
 NZ0541
 NZ0541;                    North         East    Units  Estimated Accuracy
 NZ0541;SPC OR S     -    97,020.    1,262,100.      MT  (+/- 180 meters Scaled)
 NZ0541
 NZ0541                          SUPERSEDED SURVEY CONTROL
 NZ0541
 NZ0541  NGVD 29 (??/??/92)  320.571  (m)         1051.74   (f) ADJ UNCH    1 2
 NZ0541
 NZ0541.Superseded values are not recommended for survey control.
 NZ0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0541.See file dsdata.txt to determine how the superseded data were derived.
 NZ0541
 NZ0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN675057(NAD 83)
 NZ0541_MARKER: P = PIPE CAP
 NZ0541_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NZ0541_SP_SET: SHALLOW-SET PIPE
 NZ0541_STAMPING: 1050 B 1903
 NZ0541_MARK LOGO: USGS  
 NZ0541_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0541
 NZ0541  HISTORY     - Date     Condition        Report By
 NZ0541  HISTORY     - 1903     MONUMENTED       USGS
 NZ0541  HISTORY     - 1954     GOOD             NGS
 NZ0541  HISTORY     - 1987     GOOD             NGS
 NZ0541
 NZ0541                          STATION DESCRIPTION
 NZ0541
 NZ0541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NZ0541'6.7 MI NW FROM GRANTS PASS.
 NZ0541'6.7 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 NZ0541'THE STATION AT GRANTS PASS, 6.6 MILES SOUTH OF HUGO, AT THE CROSSING
 NZ0541'OF PRIVATE ROAD 480.7, 61 FEET EAST OF THE CENTER LINE OF THE ROAD AT
 NZ0541'THE CENTER OF THE TRACK, 33 FEET SOUTHEAST OF TELEPHONE POLE 47/B,
 NZ0541'18.2 FEET NORTH OF THE NORTH RAIL, 1.6 FEET SOUTHWEST OF A WITNESS
 NZ0541'POST, ABOUT 1 FOOT HIGHER THAN THE HIGHWAY, AND RIVETED ON TOP OF A 3
 NZ0541'1/2-INCH IRON PIPE PROJECTING 0.7 FOOT ABOVE THE GROUND.
 NZ0541
 NZ0541                          STATION RECOVERY (1987)
 NZ0541
 NZ0541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 NZ0541'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  10.9 KM
 NZ0541'(6.75 MI) NORTHWESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 NZ0541'JUNCTION OF 6TH STREET IN GRANTS PASS, OR 10.5 KM (6.50 MI) SOUTHERLY
 NZ0541'ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE JUNCTION OF HUGO ROAD IN
 NZ0541'HUGO.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0874 ***********************************************************************
 RC0874  DESIGNATION -  106
 RC0874  PID         -  RC0874
 RC0874  STATE/COUNTY-  OR/WASCO
 RC0874  USGS QUAD   -  THE DALLES SOUTH (1994)
 RC0874
 RC0874                         *CURRENT SURVEY CONTROL
 RC0874  ___________________________________________________________________
 RC0874* NAD 83(1986)-  45 36 00.     (N)    121 11 09.     (W)     SCALED    
 RC0874* NAVD 88     -        33.479  (meters)     109.84   (feet)  ADJUSTED  
 RC0874  ___________________________________________________________________
 RC0874  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 RC0874  DYNAMIC HT  -          33.478 (meters)     109.84  (feet)  COMP
 RC0874  MODELED GRAV-     980,600.2   (mgal)                       NAVD 88
 RC0874
 RC0874  VERT ORDER  -  SECOND    CLASS 0
 RC0874
 RC0874.The horizontal coordinates were scaled from a topographic map and have
 RC0874.an estimated accuracy of +/- 6 seconds.
 RC0874
 RC0874.The orthometric height was determined by differential leveling
 RC0874.and adjusted in June 1991.
 RC0874
 RC0874.The geoid height was determined by GEOID03.
 RC0874
 RC0874.The dynamic height is computed by dividing the NAVD 88
 RC0874.geopotential number by the normal gravity value computed on the
 RC0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0874.degrees latitude (g = 980.6199 gals.).
 RC0874
 RC0874.The modeled gravity was interpolated from observed gravity values.
 RC0874
 RC0874;                    North         East    Units  Estimated Accuracy
 RC0874;SPC OR N     -   215,070.    2,446,500.      MT  (+/- 180 meters Scaled)
 RC0874
 RC0874                          SUPERSEDED SURVEY CONTROL
 RC0874
 RC0874  NGVD 29 (??/??/92)   32.480  (m)          106.56   (f) ADJ UNCH    2 0
 RC0874
 RC0874.Superseded values are not recommended for survey control.
 RC0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0874.See file dsdata.txt to determine how the superseded data were derived.
 RC0874
 RC0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR414512(NAD 83)
 RC0874_MARKER: DD = SURVEY DISK
 RC0874_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RC0874_SP_SET: SIDEWALK
 RC0874_STAMPING: 106 1925
 RC0874_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC0874
 RC0874  HISTORY     - Date     Condition        Report By
 RC0874  HISTORY     - 1925     MONUMENTED       PG+E
 RC0874  HISTORY     - 1934     GOOD             NGS
 RC0874  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 RC0874
 RC0874                          STATION DESCRIPTION
 RC0874
 RC0874'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RC0874'IN THE DALLES.
 RC0874'AT THE CORNER OF FOURTH AND JEFFERSON STREETS, AT THE NORTHWEST CORNER
 RC0874'OF THE INTERSECTION, IN THE CONCRETE WALK 4 FEET FROM THE INTERSECTION
 RC0874'OF THE CURB LINES.
 RC0874
 RC0874                          STATION RECOVERY (1989)
 RC0874
 RC0874'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RC0874'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0860 ***********************************************************************
 RC0860  DESIGNATION -  106 HIGH WATER MARK
 RC0860  PID         -  RC0860
 RC0860  STATE/COUNTY-  OR/WASCO
 RC0860  USGS QUAD   -  THE DALLES SOUTH (1994)
 RC0860
 RC0860                         *CURRENT SURVEY CONTROL
 RC0860  ___________________________________________________________________
 RC0860* NAD 83(1986)-  45 36 08.     (N)    121 11 02.     (W)     SCALED    
 RC0860* NAVD 88     -        33.398  (meters)     109.57   (feet)  ADJUSTED  
 RC0860  ___________________________________________________________________
 RC0860  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 RC0860  DYNAMIC HT  -          33.397 (meters)     109.57  (feet)  COMP
 RC0860  MODELED GRAV-     980,601.7   (mgal)                       NAVD 88
 RC0860
 RC0860  VERT ORDER  -  FIRST     CLASS II
 RC0860
 RC0860.The horizontal coordinates were scaled from a topographic map and have
 RC0860.an estimated accuracy of +/- 6 seconds.
 RC0860
 RC0860.The orthometric height was determined by differential leveling
 RC0860.and adjusted in June 1991.
 RC0860.WARNING-Repeat measurements at this control monument indicate possible
 RC0860.vertical movement.
 RC0860
 RC0860.The geoid height was determined by GEOID03.
 RC0860
 RC0860.The dynamic height is computed by dividing the NAVD 88
 RC0860.geopotential number by the normal gravity value computed on the
 RC0860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0860.degrees latitude (g = 980.6199 gals.).
 RC0860
 RC0860.The modeled gravity was interpolated from observed gravity values.
 RC0860
 RC0860;                    North         East    Units  Estimated Accuracy
 RC0860;SPC OR N     -   215,310.    2,446,650.      MT  (+/- 180 meters Scaled)
 RC0860
 RC0860                          SUPERSEDED SURVEY CONTROL
 RC0860
 RC0860  NGVD 29 (??/??/92)   32.406  (m)          106.32   (f) ADJ UNCH    1 2
 RC0860
 RC0860.Superseded values are not recommended for survey control.
 RC0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0860.See file dsdata.txt to determine how the superseded data were derived.
 RC0860
 RC0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR416514(NAD 83)
 RC0860_MARKER: DB = BENCH MARK DISK
 RC0860_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 RC0860_SP_SET: COLUMN
 RC0860_STAMPING: HIGH WATER MARK JUNE 6 1894 106.171
 RC0860_MARK LOGO: CGS   
 RC0860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0860+STABILITY: SURFACE MOTION
 RC0860_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RC0860+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2008
 RC0860
 RC0860  HISTORY     - Date     Condition        Report By
 RC0860  HISTORY     - 1894     MONUMENTED       CGS
 RC0860  HISTORY     - 1942     GOOD             NGS
 RC0860  HISTORY     - 1965     GOOD             NGS
 RC0860  HISTORY     - 1987     GOOD             NGS
 RC0860  HISTORY     - 20040625 GOOD             GEOCAC
 RC0860  HISTORY     - 20060323 GOOD             GEOCAC
 RC0860  HISTORY     - 20080730 GOOD             GEOCAC
 RC0860
 RC0860                          STATION DESCRIPTION
 RC0860
 RC0860'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 RC0860'IN THE DALLES.
 RC0860'SOUTHWEST CORNER OF SECOND AND UNION STREETS.  NORTH FACE OF POST
 RC0860'OFFICE, IN PILASTER EAST OF MAIN ENTRANCE, ABOUT 8 FEET ABOVE GROUND.
 RC0860
 RC0860                          STATION RECOVERY (1965)
 RC0860
 RC0860'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 RC0860'RECOVERED IN GOOD CONDITION.
 RC0860
 RC0860                          STATION RECOVERY (1987)
 RC0860
 RC0860'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RC0860'RECOVERED IN GOOD CONDITION.
 RC0860
 RC0860                          STATION RECOVERY (2004)
 RC0860
 RC0860'RECOVERY NOTE BY GEOCACHING 2004 (GOP)
 RC0860'GPS HANDHELD - N45 36.138 W121 11.066
 RC0860
 RC0860                          STATION RECOVERY (2006)
 RC0860
 RC0860'RECOVERY NOTE BY GEOCACHING 2006 (SFG)
 RC0860'RECOVERED IN GOOD CONDITION.
 RC0860
 RC0860                          STATION RECOVERY (2008)
 RC0860
 RC0860'RECOVERY NOTE BY GEOCACHING 2008 (ADS)
 RC0860'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0595 ***********************************************************************
 NW0595  DESIGNATION -  106 MDC
 NW0595  PID         -  NW0595
 NW0595  STATE/COUNTY-  OR/MALHEUR
 NW0595  USGS QUAD   -  SCOTT RESERVOIR (1972)
 NW0595
 NW0595                         *CURRENT SURVEY CONTROL
 NW0595  ___________________________________________________________________
 NW0595* NAD 83(1986)-  42 46 50.     (N)    117 34 28.     (W)     SCALED    
 NW0595* NAVD 88     -      1183.693  (meters)    3883.50   (feet)  ADJUSTED  
 NW0595  ___________________________________________________________________
 NW0595  GEOID HEIGHT-         -18.00  (meters)                     GEOID03
 NW0595  DYNAMIC HT  -        1183.079 (meters)    3881.49  (feet)  COMP
 NW0595  MODELED GRAV-     980,060.6   (mgal)                       NAVD 88
 NW0595
 NW0595  VERT ORDER  -  SECOND    CLASS 0
 NW0595
 NW0595.The horizontal coordinates were scaled from a topographic map and have
 NW0595.an estimated accuracy of +/- 6 seconds.
 NW0595
 NW0595.The orthometric height was determined by differential leveling
 NW0595.and adjusted in August 1995.
 NW0595
 NW0595.The geoid height was determined by GEOID03.
 NW0595
 NW0595.The dynamic height is computed by dividing the NAVD 88
 NW0595.geopotential number by the normal gravity value computed on the
 NW0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0595.degrees latitude (g = 980.6199 gals.).
 NW0595
 NW0595.The modeled gravity was interpolated from observed gravity values.
 NW0595
 NW0595;                    North         East    Units  Estimated Accuracy
 NW0595;SPC OR S     -   127,910.    1,739,330.      MT  (+/- 180 meters Scaled)
 NW0595
 NW0595                          SUPERSEDED SURVEY CONTROL
 NW0595
 NW0595.No superseded survey control is available for this station.
 NW0595
 NW0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH530366(NAD 83)
 NW0595_MARKER: DB = BENCH MARK DISK
 NW0595_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0595_SP_SET: COPPER-CLAD STEEL ROD
 NW0595_STAMPING: 106 MDC 1972 3880
 NW0595_MARK LOGO: USGS  
 NW0595_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0595_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0595_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0595+SATELLITE: SATELLITE OBSERVATIONS - 1972
 NW0595
 NW0595  HISTORY     - Date     Condition        Report By
 NW0595  HISTORY     - 1972     MONUMENTED       USGS
 NW0595
 NW0595                          STATION DESCRIPTION
 NW0595
 NW0595'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 NW0595'FROM ROME, OREGON PROCEED 5.8 MILES SOUTH ALONG A TRACK ROAD TO A
 NW0595'CURVE IN THE ROAD WHERE AN OLD TRACK ROAD TAKES OFF TO THE WEST, 38
 NW0595'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 1 FOOT EAST OF A CAIRN, SET
 NW0595'ON A COPPER-COATED ROD DRIVEN TO REFUSAL (ROD DEPTH UNKNOWN), ENCASED
 NW0595'IN 6-INCH WHITE PLASTIC PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1896 ***********************************************************************
 RC1896  DESIGNATION -  106 MSL HIGH WATER MARK
 RC1896  PID         -  RC1896
 RC1896  STATE/COUNTY-  OR/WASCO
 RC1896  USGS QUAD   -  THE DALLES SOUTH (1994)
 RC1896
 RC1896                         *CURRENT SURVEY CONTROL
 RC1896  ___________________________________________________________________
 RC1896* NAD 83(1986)-  45 36 06.     (N)    121 11 08.     (W)     SCALED    
 RC1896* NAVD 88     -        33.403  (meters)     109.59   (feet)  ADJUSTED  
 RC1896  ___________________________________________________________________
 RC1896  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 RC1896  DYNAMIC HT  -          33.402 (meters)     109.59  (feet)  COMP
 RC1896  MODELED GRAV-     980,600.9   (mgal)                       NAVD 88
 RC1896
 RC1896  VERT ORDER  -  FIRST     CLASS II
 RC1896
 RC1896.The horizontal coordinates were scaled from a topographic map and have
 RC1896.an estimated accuracy of +/- 6 seconds.
 RC1896
 RC1896.The orthometric height was determined by differential leveling
 RC1896.and adjusted in June 1991.
 RC1896.WARNING-Repeat measurements at this control monument indicate possible
 RC1896.vertical movement.
 RC1896
 RC1896.The geoid height was determined by GEOID03.
 RC1896
 RC1896.The dynamic height is computed by dividing the NAVD 88
 RC1896.geopotential number by the normal gravity value computed on the
 RC1896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1896.degrees latitude (g = 980.6199 gals.).
 RC1896
 RC1896.The modeled gravity was interpolated from observed gravity values.
 RC1896
 RC1896;                    North         East    Units  Estimated Accuracy
 RC1896;SPC OR N     -   215,250.    2,446,520.      MT  (+/- 180 meters Scaled)
 RC1896
 RC1896                          SUPERSEDED SURVEY CONTROL
 RC1896
 RC1896  NGVD 29 (??/??/92)   32.413  (m)          106.34   (f) ADJ UNCH    1 2
 RC1896
 RC1896.Superseded values are not recommended for survey control.
 RC1896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1896.See file dsdata.txt to determine how the superseded data were derived.
 RC1896
 RC1896_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR415513(NAD 83)
 RC1896_MARKER: DB = BENCH MARK DISK
 RC1896_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RC1896_SP_SET: BUILDING
 RC1896_STAMPING: HIGH WATER MARK JUNE 6 1894 106. MSL
 RC1896_MARK LOGO: CGS   
 RC1896_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RC1896_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RC1896+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2006
 RC1896
 RC1896  HISTORY     - Date     Condition        Report By
 RC1896  HISTORY     - UNK      MONUMENTED
 RC1896  HISTORY     - 1987     GOOD             NGS
 RC1896  HISTORY     - 20060323 GOOD             GEOCAC
 RC1896
 RC1896                          STATION DESCRIPTION
 RC1896
 RC1896'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 RC1896'IN THE DALLES.
 RC1896'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IN OREGON LINE 8 IS
 RC1896'ADEQUATE EXCEPT THAT STAMPING WAS PREVIOUSLY REPORTED INCORRECTLY.
 RC1896
 RC1896                          STATION RECOVERY (2006)
 RC1896
 RC1896'RECOVERY NOTE BY GEOCACHING 2006 (SFG)
 RC1896'MARK IS SET VERTICALLY IN THE NORTH WALL OF THE OLD WASCO COUNTY
 RC1896'COURTHOUSE, NOW A FUNERAL HOME AND MASONIC LODGE.  MARK IS A BRONZE
 RC1896'DISK SET VERTICALLY APPROXIMATELY 7 FEET ABOVE THE LEVEL OF THE ALLEY
 RC1896'NEAR THE NORTH EAST CORNER OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1186 ***********************************************************************
 RC1186  DESIGNATION -  1068
 RC1186  PID         -  RC1186
 RC1186  STATE/COUNTY-  OR/WASCO
 RC1186  USGS QUAD   -  DANT (1962)
 RC1186
 RC1186                         *CURRENT SURVEY CONTROL
 RC1186  ___________________________________________________________________
 RC1186* NAD 83(1986)-  45 00 32.     (N)    121 03 09.     (W)     SCALED    
 RC1186* NAVD 88     -       326.846  (meters)    1072.33   (feet)  ADJUSTED  
 RC1186  ___________________________________________________________________
 RC1186  GEOID HEIGHT-         -21.25  (meters)                     GEOID03
 RC1186  DYNAMIC HT  -         326.765 (meters)    1072.06  (feet)  COMP
 RC1186  MODELED GRAV-     980,363.9   (mgal)                       NAVD 88
 RC1186
 RC1186  VERT ORDER  -  SECOND    CLASS 0
 RC1186
 RC1186.The horizontal coordinates were scaled from a topographic map and have
 RC1186.an estimated accuracy of +/- 6 seconds.
 RC1186
 RC1186.The orthometric height was determined by differential leveling
 RC1186.and adjusted in June 1991.
 RC1186
 RC1186.The geoid height was determined by GEOID03.
 RC1186
 RC1186.The dynamic height is computed by dividing the NAVD 88
 RC1186.geopotential number by the normal gravity value computed on the
 RC1186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1186.degrees latitude (g = 980.6199 gals.).
 RC1186
 RC1186.The modeled gravity was interpolated from observed gravity values.
 RC1186
 RC1186;                    North         East    Units  Estimated Accuracy
 RC1186;SPC OR N     -   149,300.    2,456,450.      MT  (+/- 180 meters Scaled)
 RC1186
 RC1186                          SUPERSEDED SURVEY CONTROL
 RC1186
 RC1186  NGVD 29 (??/??/92)  325.775  (m)         1068.81   (f) ADJ UNCH    2 0
 RC1186
 RC1186.Superseded values are not recommended for survey control.
 RC1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1186.See file dsdata.txt to determine how the superseded data were derived.
 RC1186
 RC1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ534857(NAD 83)
 RC1186_MARKER: DD = SURVEY DISK
 RC1186_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 RC1186_SP_SET: UNSPEC ROCK
 RC1186_STAMPING: 1068 ORE 1911
 RC1186_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RC1186
 RC1186  HISTORY     - Date     Condition        Report By
 RC1186  HISTORY     - 1911     MONUMENTED       USGS
 RC1186  HISTORY     - 1934     GOOD             NGS
 RC1186  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 RC1186
 RC1186                          STATION DESCRIPTION
 RC1186
 RC1186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RC1186'3.3 MI N FROM NORTH JUNCTION.
 RC1186'3.3 MI. NORTH, ALONG O.W.R. AND N.RY, FROM STATION.  ALONG THE RIGHT
 RC1186'OF WAY OF THE OREGON-WASHINGTON RAILROAD AND NAVIGATION CO., 30 FEET
 RC1186'NORTH OF MILE POST 68, 60 FEET SOUTHEAST OF SOUTHEAST END OF THE THIRD
 RC1186'TUNNEL NORTH OF MAUPIN, 9 FEET SOUTH OF TRACK, AND ABOUT 2 FEET ABOVE
 RC1186'RAILROAD GRADE, SET ON TOP OF LARGE ROCK.
 RC1186
 RC1186                          STATION RECOVERY (1985)
 RC1186
 RC1186'RECOVERY NOTE BY US POWER SQUADRON 1985
 RC1186'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0875 ***********************************************************************
 RC0875  DESIGNATION -  107
 RC0875  PID         -  RC0875
 RC0875  STATE/COUNTY-  OR/WASCO
 RC0875  USGS QUAD   -  THE DALLES SOUTH (1994)
 RC0875
 RC0875                         *CURRENT SURVEY CONTROL
 RC0875  ___________________________________________________________________
 RC0875* NAD 83(1986)-  45 35 56.     (N)    121 11 14.     (W)     SCALED    
 RC0875* NAVD 88     -        33.810  (meters)     110.92   (feet)  ADJUSTED  
 RC0875  ___________________________________________________________________
 RC0875  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 RC0875  DYNAMIC HT  -          33.809 (meters)     110.92  (feet)  COMP
 RC0875  MODELED GRAV-     980,599.3   (mgal)                       NAVD 88
 RC0875
 RC0875  VERT ORDER  -  SECOND    CLASS 0
 RC0875
 RC0875.The horizontal coordinates were scaled from a topographic map and have
 RC0875.an estimated accuracy of +/- 6 seconds.
 RC0875
 RC0875.The orthometric height was determined by differential leveling
 RC0875.and adjusted in June 1991.
 RC0875
 RC0875.The geoid height was determined by GEOID03.
 RC0875
 RC0875.The dynamic height is computed by dividing the NAVD 88
 RC0875.geopotential number by the normal gravity value computed on the
 RC0875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0875.degrees latitude (g = 980.6199 gals.).
 RC0875
 RC0875.The modeled gravity was interpolated from observed gravity values.
 RC0875
 RC0875;                    North         East    Units  Estimated Accuracy
 RC0875;SPC OR N     -   214,940.    2,446,390.      MT  (+/- 180 meters Scaled)
 RC0875
 RC0875                          SUPERSEDED SURVEY CONTROL
 RC0875
 RC0875  NGVD 29 (??/??/92)   32.811  (m)          107.65   (f) ADJ UNCH    2 0
 RC0875
 RC0875.Superseded values are not recommended for survey control.
 RC0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0875.See file dsdata.txt to determine how the superseded data were derived.
 RC0875
 RC0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR413510(NAD 83)
 RC0875_MARKER: DD = SURVEY DISK
 RC0875_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RC0875_SP_SET: CONCRETE FOUNDATION
 RC0875_STAMPING: 107 1925
 RC0875_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC0875
 RC0875  HISTORY     - Date     Condition        Report By
 RC0875  HISTORY     - 1925     MONUMENTED       PG+E
 RC0875  HISTORY     - 1934     GOOD             NGS
 RC0875  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 RC0875
 RC0875                          STATION DESCRIPTION
 RC0875
 RC0875'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RC0875'IN THE DALLES.
 RC0875'AT THE INTERSECTION OF FOURTH AND JEFFERSON STREETS, IN THE SOUTHEAST
 RC0875'CORNER OF THE PACIFIC POWER AND LIGHT COMPANY SUBSTATION, SET ON TOP
 RC0875'OF CONCRETE FOUNDATION.
 RC0875
 RC0875                          STATION RECOVERY (1989)
 RC0875
 RC0875'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RC0875'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0388 ***********************************************************************
 OA0388  DESIGNATION -  107
 OA0388  PID         -  OA0388
 OA0388  STATE/COUNTY-  OR/LANE
 OA0388  USGS QUAD   -  FLORENCE (1984)
 OA0388
 OA0388                         *CURRENT SURVEY CONTROL
 OA0388  ___________________________________________________________________
 OA0388* NAD 83(1986)-  43 58 31.     (N)    124 06 03.     (W)     SCALED    
 OA0388* NAVD 88     -         6.973  (meters)      22.88   (feet)  ADJUSTED  
 OA0388  ___________________________________________________________________
 OA0388  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 OA0388  DYNAMIC HT  -           6.972 (meters)      22.87  (feet)  COMP
 OA0388  MODELED GRAV-     980,535.3   (mgal)                       NAVD 88
 OA0388
 OA0388  VERT ORDER  -  FIRST     CLASS II
 OA0388
 OA0388.The horizontal coordinates were scaled from a topographic map and have
 OA0388.an estimated accuracy of +/- 6 seconds.
 OA0388
 OA0388.The orthometric height was determined by differential leveling
 OA0388.and adjusted in June 1991.
 OA0388
 OA0388.The geoid height was determined by GEOID03.
 OA0388
 OA0388.The dynamic height is computed by dividing the NAVD 88
 OA0388.geopotential number by the normal gravity value computed on the
 OA0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0388.degrees latitude (g = 980.6199 gals.).
 OA0388
 OA0388.The modeled gravity was interpolated from observed gravity values.
 OA0388
 OA0388;                    North         East    Units  Estimated Accuracy
 OA0388;SPC OR S     -   262,670.    1,211,160.      MT  (+/- 180 meters Scaled)
 OA0388
 OA0388                          SUPERSEDED SURVEY CONTROL
 OA0388
 OA0388  NGVD 29 (??/??/92)    5.918  (m)           19.42   (f) ADJ UNCH    1 2
 OA0388
 OA0388.Superseded values are not recommended for survey control.
 OA0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0388.See file dsdata.txt to determine how the superseded data were derived.
 OA0388
 OA0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP117697(NAD 83)
 OA0388_MARKER: DD = SURVEY DISK
 OA0388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA0388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OA0388_STAMPING: 107 1933
 OA0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0388+STABILITY: SURFACE MOTION
 OA0388
 OA0388  HISTORY     - Date     Condition        Report By
 OA0388  HISTORY     - 1933     MONUMENTED       BPR
 OA0388  HISTORY     - 1937     GOOD             ORGS
 OA0388  HISTORY     - 1979     MARK NOT FOUND   USGS
 OA0388
 OA0388                          STATION DESCRIPTION
 OA0388
 OA0388'DESCRIBED BY OREGON GEODETIC SURVEY 1937
 OA0388'0.8 MI NE FROM FLORENCE.
 OA0388'ABOUT 0.8 MILE NORTHEAST OF THE NORTH END OF THE SIUSLAW RIVER BRIDGE
 OA0388'AT FLORENCE, LANE COUNTY, ABOUT 125 FEET WEST OF MUNSEL CREEK, AND 40
 OA0388'FEET NORTH OF THE CENTER LINE OF THE SIUSLAW HIGHWAY.  A UNITED STATES
 OA0388'BUREAU OF PUBLIC ROADS STANDARD DISK, STAMPED 107 1933 AND SET IN THE
 OA0388'TOP OF A CONCRETE POST.
 OA0388
 OA0388                          STATION RECOVERY (1979)
 OA0388
 OA0388'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 OA0388'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0037 ***********************************************************************
 OA0037  DESIGNATION -  107
 OA0037  PID         -  OA0037
 OA0037  STATE/COUNTY-  OR/CURRY
 OA0037  USGS QUAD   -  GOLD BEACH (1986)
 OA0037
 OA0037                         *CURRENT SURVEY CONTROL
 OA0037  ___________________________________________________________________
 OA0037* NAD 83(1986)-  42 29 25.     (N)    124 25 01.     (W)     SCALED    
 OA0037* NAVD 88     -        33.609  (meters)     110.27   (feet)  ADJUSTED  
 OA0037  ___________________________________________________________________
 OA0037  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 OA0037  DYNAMIC HT  -          33.600 (meters)     110.24  (feet)  COMP
 OA0037  MODELED GRAV-     980,349.8   (mgal)                       NAVD 88
 OA0037
 OA0037  VERT ORDER  -  FIRST     CLASS II
 OA0037
 OA0037.The horizontal coordinates were scaled from a topographic map and have
 OA0037.an estimated accuracy of +/- 6 seconds.
 OA0037
 OA0037.The orthometric height was determined by differential leveling
 OA0037.and adjusted in June 1991.
 OA0037
 OA0037.The geoid height was determined by GEOID03.
 OA0037
 OA0037.The dynamic height is computed by dividing the NAVD 88
 OA0037.geopotential number by the normal gravity value computed on the
 OA0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0037.degrees latitude (g = 980.6199 gals.).
 OA0037
 OA0037.The modeled gravity was interpolated from observed gravity values.
 OA0037
 OA0037;                    North         East    Units  Estimated Accuracy
 OA0037;SPC OR S     -    99,020.    1,178,110.      MT  (+/- 180 meters Scaled)
 OA0037
 OA0037                          SUPERSEDED SURVEY CONTROL
 OA0037
 OA0037  NGVD 29 (??/??/92)   32.521  (m)          106.70   (f) ADJ UNCH    1 2
 OA0037
 OA0037.Superseded values are not recommended for survey control.
 OA0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0037.See file dsdata.txt to determine how the superseded data were derived.
 OA0037
 OA0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN835051(NAD 83)
 OA0037_MARKER: P = PIPE CAP
 OA0037_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OA0037_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OA0037_STAMPING: 107 MP 1898
 OA0037_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OA0037_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OA0037+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2002
 OA0037
 OA0037  HISTORY     - Date     Condition        Report By
 OA0037  HISTORY     - 1898     MONUMENTED       USGS
 OA0037  HISTORY     - 1941     GOOD             NGS
 OA0037  HISTORY     - 1988     MARK NOT FOUND   NGS
 OA0037  HISTORY     - 20021009 GOOD             USPSQD
 OA0037
 OA0037                          STATION DESCRIPTION
 OA0037
 OA0037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 OA0037'6.0 MI N FROM WEDDERBURN.
 OA0037'6.0 MILES NORTH ALONG THE OREGON COAST HIGHWAY (U. S. 101) FROM
 OA0037'WEDDERBURN, CURRY COUNTY, THENCE ABOUT 0.2 MILE SOUTH ALONG AN OLD
 OA0037'STAGE ROAD LEADING TO THE GIESEL MONUMENT, ABOUT 169 FEET SOUTHWEST OF
 OA0037'THE MONUMENT, 1 FOOT INSIDE THE SOUTHEAST CORNER OF THE JOHN A. LAING
 OA0037'GARDEN, 1 FOOT NORTH OF A FARM DRIVEWAY, AT A FENCE CORNER, AND AT A
 OA0037'4- BY 4-INCH WHITE WOODEN POST STENCILED U. S. B. M.  A UNITED STATES
 OA0037'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 107 MP 1898, AND RIVETED ON
 OA0037'THE TOP OF A 3 1/2-INCH IRON PIPE ENCASED IN CONCRETE PROJECTING ABOUT
 OA0037'8 INCHES ABOVE GROUND.
 OA0037
 OA0037                          STATION RECOVERY (1988)
 OA0037
 OA0037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 OA0037'MARK NOT FOUND.
 OA0037
 OA0037                          STATION RECOVERY (2002)
 OA0037
 OA0037'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 OA0037'TO REACH FROM GIESEL MONUMENT GO 169 FEET SOUTHWEST OF THE GIESEL
 OA0037'MONUMENT, 10 FEET WEST OF CENTER OF PRIVATE DRIVE AND 2 1/2 FEET WEST
 OA0037'OF PICKET FENCE. BETWEEN THE SOUTHERLY TWO OF A N-S ROW OF REDWOOD
 OA0037'TREES, IN A 12 INCH SQUARE MONUMENT ABOUT SIX INCHES ABOVE GROUND.
 OA0037'HOUSE NUMBER IS 32500
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 DE5622 ***********************************************************************
 DE5622  DESIGNATION -  107
 DE5622  PID         -  DE5622
 DE5622  STATE/COUNTY-  OR/POLK
 DE5622  USGS QUAD   -  SHERIDAN (1992)
 DE5622
 DE5622                         *CURRENT SURVEY CONTROL
 DE5622  ___________________________________________________________________
 DE5622* NAD 83(2007)-  45 04 29.04603(N)    123 28 54.64723(W)     ADJUSTED  
 DE5622* NAVD 88     -        73.4    (meters)     241.     (feet)  GPS OBS   
 DE5622  ___________________________________________________________________
 DE5622  EPOCH DATE  -        2007.00
 DE5622  X           -  -2,489,010.016 (meters)                     COMP
 DE5622  Y           -  -3,763,073.898 (meters)                     COMP
 DE5622  Z           -   4,493,254.240 (meters)                     COMP
 DE5622  LAPLACE CORR-          -3.63  (seconds)                    DEFLEC99
 DE5622  ELLIP HEIGHT-          51.969 (meters)          (02/10/07) ADJUSTED
 DE5622  GEOID HEIGHT-         -21.44  (meters)                     GEOID03
 DE5622
 DE5622  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE5622  Type    PID    Designation                      North   East  Ellip
 DE5622  -------------------------------------------------------------------
 DE5622  NETWORK DE5622 107                               1.76   1.35   1.74
 DE5622  -------------------------------------------------------------------
 DE5622
 DE5622.The horizontal coordinates were established by GPS observations
 DE5622.and adjusted by the National Geodetic Survey in February 2007.
 DE5622
 DE5622.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE5622.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE5622.The horizontal coordinates are valid at the epoch date displayed above.
 DE5622.The epoch date for horizontal control is a decimal equivalence
 DE5622.of Year/Month/Day.
 DE5622
 DE5622.The orthometric height was determined by GPS observations and a
 DE5622.high-resolution geoid model.
 DE5622
 DE5622.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5622
 DE5622.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE5622
 DE5622.The ellipsoidal height was determined by GPS observations
 DE5622.and is referenced to NAD 83.
 DE5622
 DE5622.The geoid height was determined by GEOID03.
 DE5622
 DE5622;                    North         East     Units Scale Factor Converg.
 DE5622;SPC OR N     -   160,798.398 2,265,274.423   MT  0.99989592   -2 06 52.9
 DE5622;SPC OR N     -   527,553.80  7,432,002.70   iFT  0.99989592   -2 06 52.9
 DE5622;UTM  10      - 4,991,365.485   462,072.532   MT  0.99961769   -0 20 28.2
 DE5622
 DE5622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5622!SPC OR N     -   0.99999185  x   0.99989592  =   0.99988777
 DE5622!UTM  10      -   0.99999185  x   0.99961769  =   0.99960955
 DE5622
 DE5622                          SUPERSEDED SURVEY CONTROL
 DE5622
 DE5622  NAD 83(1998)-  45 04 29.04347(N)    123 28 54.64901(W) AD(       ) B
 DE5622  ELLIP H (06/19/02)   51.976  (m)                       GP(       ) 4 1
 DE5622
 DE5622.Superseded values are not recommended for survey control.
 DE5622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE5622.See file dsdata.txt to determine how the superseded data were derived.
 DE5622
 DE5622_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ6207391365(NAD 83)
 DE5622_MARKER: DD = SURVEY DISK
 DE5622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE5622_STAMPING: 107 1994
 DE5622_MARK LOGO: OR-053
 DE5622_PROJECTION: FLUSH
 DE5622_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE5622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE5622+STABILITY: SURFACE MOTION
 DE5622_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5622+SATELLITE: SATELLITE OBSERVATIONS - August 01, 1994
 DE5622
 DE5622  HISTORY     - Date     Condition        Report By
 DE5622  HISTORY     - 19940801 MONUMENTED       OR-053
 DE5622  HISTORY     - 20040626 MARK NOT FOUND   USPSQD
 DE5622
 DE5622                          STATION DESCRIPTION
 DE5622
 DE5622'DESCRIBED BY POLK COUNTY OREGON 1994 (JDN)
 DE5622'THE STATION IS LOCATED  IN THE CITY OF WILLAMINA'S VERN HUDDLESTON
 DE5622'MEMORIAL RECREATION
 DE5622'AREA, IN THE SOUTHEAST 1/4 OF SECTION 1 T6S R7W, WILLAMETTE MERIDIAN.
 DE5622'OWNERSHIP-- CITY OF
 DE5622'WILLAMINA.
 DE5622' 
 DE5622'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 18
 DE5622'(BUSINESS) AND ADAMS
 DE5622'STREET IN WILLAMINA GO EAST ON ADAMS STREET 0.27KM (0.17 MI) TO THE
 DE5622'STATIION ON THE
 DE5622'RIGHT ON THE TOP OF A BERM AT THE NORTHWEST CORNER OF A LAKE.
 DE5622' 
 DE5622'THE STATIION IS A 7.6 CM (3 IN) POLK COUNTY GPS SURVEY MONUMENT BRASS
 DE5622'CAP SET IN THE TOP
 DE5622'OF A 35 CM (14 IN) ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS
 DE5622'16.8 M (55.0 FT) EAST OF A
 DE5622'NORTH-SOUTH RAILROAD LINE, 10.2 M (33.5 FT) EAST-NORTHEAST FROM POWER
 DE5622'POLE NUMBER C6701
 DE5622'WITH WITNESS TAG,  4.1 M (13.5 FT) SOUTH-SOUTHWEST FROM A CUT OFF
 DE5622'POWER POLE (3.0 FT. HIGH)
 DE5622'WITH WITNESS TAG, AND 0.3 M (1.0 FT) NORTH FROM A CARSONITE WITNESS
 DE5622'POST.
 DE5622' 
 DE5622'FOR ADDITIONAL INFORMATION ON HOW TO REACH THIS MONUMENT SEE THE POLK
 DE5622'COUNTY WEB
 DE5622'PAGE AT WWW.CO.POLK.OR.US/PUBLICWORKS/SURVEYS.HTM
 DE5622' 
 DE5622' 
 DE5622'
 DE5622
 DE5622                          STATION RECOVERY (2004)
 DE5622
 DE5622'RECOVERY NOTE BY US POWER SQUADRON 2004 (REC)
 DE5622'STABILITY HAS BEEN SEVERELY JEOPARDIZED BY REMOVAL OF SURROUNDING
 DE5622'EARTH, LEAVING MONUMENT INTACT ON A NARROW DIRT MOUND SEVERAL FEET
 DE5622'HIGH, FORMERLY PART OF A BERM THAT HAS BEEN MOVED. FOUND WITNESS MARK
 DE5622'ON NEARBY POLE, AND TEMPORARY INTERSECTING WHITE PLASTIC STRIPS DRAPED
 DE5622'OVER MOUND, POSSIBLY TO MARK SPOT DURING FURTHER EXCAVATION OR FOR
 DE5622'AERIAL PHOTOGRAPHY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0596 ***********************************************************************
 NW0596  DESIGNATION -  107 MDC
 NW0596  PID         -  NW0596
 NW0596  STATE/COUNTY-  OR/MALHEUR
 NW0596  USGS QUAD   -  SCOTT RESERVOIR (1972)
 NW0596
 NW0596                         *CURRENT SURVEY CONTROL
 NW0596  ___________________________________________________________________
 NW0596* NAD 83(1986)-  42 46 40.     (N)    117 33 22.     (W)     SCALED    
 NW0596* NAVD 88     -      1204.484  (meters)    3951.71   (feet)  ADJUSTED  
 NW0596  ___________________________________________________________________
 NW0596  GEOID HEIGHT-         -17.97  (meters)                     GEOID03
 NW0596  DYNAMIC HT  -        1203.854 (meters)    3949.64  (feet)  COMP
 NW0596  MODELED GRAV-     980,055.7   (mgal)                       NAVD 88
 NW0596
 NW0596  VERT ORDER  -  SECOND    CLASS 0
 NW0596
 NW0596.The horizontal coordinates were scaled from a topographic map and have
 NW0596.an estimated accuracy of +/- 6 seconds.
 NW0596
 NW0596.The orthometric height was determined by differential leveling
 NW0596.and adjusted in August 1995.
 NW0596
 NW0596.The geoid height was determined by GEOID03.
 NW0596
 NW0596.The dynamic height is computed by dividing the NAVD 88
 NW0596.geopotential number by the normal gravity value computed on the
 NW0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0596.degrees latitude (g = 980.6199 gals.).
 NW0596
 NW0596.The modeled gravity was interpolated from observed gravity values.
 NW0596
 NW0596;                    North         East    Units  Estimated Accuracy
 NW0596;SPC OR S     -   127,660.    1,740,840.      MT  (+/- 180 meters Scaled)
 NW0596
 NW0596                          SUPERSEDED SURVEY CONTROL
 NW0596
 NW0596.No superseded survey control is available for this station.
 NW0596
 NW0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH545362(NAD 83)
 NW0596_MARKER: DB = BENCH MARK DISK
 NW0596_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0596_SP_SET: COPPER-CLAD STEEL ROD
 NW0596_STAMPING: 107 MDC 1971 3948
 NW0596_MARK LOGO: USGS  
 NW0596_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0596_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0596_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0596+SATELLITE: SATELLITE OBSERVATIONS - 1972
 NW0596
 NW0596  HISTORY     - Date     Condition        Report By
 NW0596  HISTORY     - 1972     MONUMENTED       USGS
 NW0596
 NW0596                          STATION DESCRIPTION
 NW0596
 NW0596'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 NW0596'FROM ROME, OREGON PROCEED 6.7 MILES SOUTH ALONG A TRACK ROAD TO A
 NW0596'Y-ROAD INTERSECTION, 27 FEET NORTH OF THE CENTERLINE OF THE ROAD, 2
 NW0596'FEET EAST OF A CAIRN, SET ON A COPPER-COATED ROD DRIVEN TO REFUSAL
 NW0596'(ROD DEPTH UNKNOWN), ENCASED IN 6-INCH WHITE PLASTIC PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0043 ***********************************************************************
 PC0043  DESIGNATION -  1076
 PC0043  PID         -  PC0043
 PC0043  STATE/COUNTY-  OR/LANE
 PC0043  USGS QUAD   -  WESTFIR WEST (1997)
 PC0043
 PC0043                         *CURRENT SURVEY CONTROL
 PC0043  ___________________________________________________________________
 PC0043* NAD 83(1986)-  43 45 28.     (N)    122 30 42.     (W)     SCALED    
 PC0043* NAVD 88     -       328.692  (meters)    1078.38   (feet)  ADJUSTED  
 PC0043  ___________________________________________________________________
 PC0043  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 PC0043  DYNAMIC HT  -         328.606 (meters)    1078.10  (feet)  COMP
 PC0043  MODELED GRAV-     980,349.1   (mgal)                       NAVD 88
 PC0043
 PC0043  VERT ORDER  -  SECOND    CLASS 0
 PC0043
 PC0043.The horizontal coordinates were scaled from a topographic map and have
 PC0043.an estimated accuracy of +/- 6 seconds.
 PC0043
 PC0043.The orthometric height was determined by differential leveling
 PC0043.and adjusted in June 1991.
 PC0043
 PC0043.The geoid height was determined by GEOID03.
 PC0043
 PC0043.The dynamic height is computed by dividing the NAVD 88
 PC0043.geopotential number by the normal gravity value computed on the
 PC0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0043.degrees latitude (g = 980.6199 gals.).
 PC0043
 PC0043.The modeled gravity was interpolated from observed gravity values.
 PC0043
 PC0043;                    North         East    Units  Estimated Accuracy
 PC0043;SPC OR S     -   234,240.    1,338,020.      MT  (+/- 180 meters Scaled)
 PC0043
 PC0043                          SUPERSEDED SURVEY CONTROL
 PC0043
 PC0043  NGVD 29 (??/??/92)  327.585  (m)         1074.75   (f) ADJ UNCH    2 0
 PC0043
 PC0043.Superseded values are not recommended for survey control.
 PC0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0043.See file dsdata.txt to determine how the superseded data were derived.
 PC0043
 PC0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP393450(NAD 83)
 PC0043_MARKER: DD = SURVEY DISK
 PC0043_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PC0043_SP_SET: CULVERT
 PC0043_STAMPING: 1076
 PC0043_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PC0043
 PC0043  HISTORY     - Date     Condition        Report By
 PC0043  HISTORY     - UNK      MONUMENTED       USGS
 PC0043  HISTORY     - 1934     GOOD             NGS
 PC0043  HISTORY     - 1981     GOOD             LOCSUR
 PC0043
 PC0043                          STATION DESCRIPTION
 PC0043
 PC0043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PC0043'IN HEMLOCK.
 PC0043'ALONG THE RIGHT OF WAY OF THE SOUTHERN PACIFIC RAILROAD CO., 250 FEET
 PC0043'WESTERLY FROM SIGNBOARD HEMLOCK, ON SOUTH END OF WEST ABUTMENT OF
 PC0043'DOUBLE TRACK, BALLAST DECK CULVERT NO. 583.49.
 PC0043
 PC0043                          STATION RECOVERY (1981)
 PC0043
 PC0043'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 PC0043'HEMLOCK, 250 FEET WEST OF STATION SIGN, AT 6 FT. DOUBLE TRACK
 PC0043'BALLAST-DECK BRIDGE 583.49, IN THE TOP OF THE SOUTH END OF THE WEST
 PC0043'ABUTMENT IS A ALUMINIUM DISK, SET A TAG, STAMPED 'S 10 DEGREE W 6.0
 PC0043'FT', IN R.R. TIE. BM IS ON LINE WITH THE PROPERTY LINE BETWEEN 46887
 PC0043'AND 46897 SUNSET AVE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0547 ***********************************************************************
 NZ0547  DESIGNATION -  1077
 NZ0547  PID         -  NZ0547
 NZ0547  STATE/COUNTY-  OR/JOSEPHINE
 NZ0547  USGS QUAD   -  SELMA (1996)
 NZ0547
 NZ0547                         *CURRENT SURVEY CONTROL
 NZ0547  ___________________________________________________________________
 NZ0547* NAD 83(1986)-  42 21 47.     (N)    123 31 15.     (W)     SCALED    
 NZ0547* NAVD 88     -       329.727  (meters)    1081.78   (feet)  ADJUSTED  
 NZ0547  ___________________________________________________________________
 NZ0547  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 NZ0547  DYNAMIC HT  -         329.607 (meters)    1081.39  (feet)  COMP
 NZ0547  MODELED GRAV-     980,250.8   (mgal)                       NAVD 88
 NZ0547
 NZ0547  VERT ORDER  -  FIRST     CLASS II
 NZ0547
 NZ0547.The horizontal coordinates were scaled from a topographic map and have
 NZ0547.an estimated accuracy of +/- 6 seconds.
 NZ0547
 NZ0547.The orthometric height was determined by differential leveling
 NZ0547.and adjusted in June 1991.
 NZ0547
 NZ0547.The geoid height was determined by GEOID03.
 NZ0547
 NZ0547.The dynamic height is computed by dividing the NAVD 88
 NZ0547.geopotential number by the normal gravity value computed on the
 NZ0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0547.degrees latitude (g = 980.6199 gals.).
 NZ0547
 NZ0547.The modeled gravity was interpolated from observed gravity values.
 NZ0547
 NZ0547;                    North         East    Units  Estimated Accuracy
 NZ0547;SPC OR S     -    81,850.    1,251,210.      MT  (+/- 180 meters Scaled)
 NZ0547
 NZ0547                          SUPERSEDED SURVEY CONTROL
 NZ0547
 NZ0547  NGVD 29 (??/??/92)  328.742  (m)         1078.55   (f) ADJ UNCH    1 2
 NZ0547
 NZ0547.Superseded values are not recommended for survey control.
 NZ0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0547.See file dsdata.txt to determine how the superseded data were derived.
 NZ0547
 NZ0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM571902(NAD 83)
 NZ0547_MARKER: P = PIPE CAP
 NZ0547_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NZ0547_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NZ0547_STAMPING: 1077.813 B 1904
 NZ0547_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0547
 NZ0547  HISTORY     - Date     Condition        Report By
 NZ0547  HISTORY     - 1904     MONUMENTED       USGS
 NZ0547  HISTORY     - 1961     GOOD             NGS
 NZ0547
 NZ0547                          STATION DESCRIPTION
 NZ0547
 NZ0547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 NZ0547'0.5 MI E FROM WONDER.
 NZ0547'REACHED FROM THE GENERAL STORE AT WONDER GO EAST ON U.S. HIGHWAY 199
 NZ0547'FOR ABOUT 0.5 MILES THEN TURN RIGHT UP A STEEP DRIVEWAY ABOUT 300 FEET
 NZ0547'TO THE HOME OF MR. LES NELSON, MARK IS LOCATED ABOUT 100-FEET
 NZ0547'NORTHWEST OF MR NELSONS HOUSE, 48 FEET WEST OF THE NORTHWEST CORNER OF
 NZ0547'HIS YARD, 25 FEET WEST OF A LARGE OAK TREE, ABOUT 2-FEET NORTH OF A
 NZ0547'FENCE, AND AT THE SOUTH EDGE OF AN OLD ROAD.  A STANDARD CAP DISK
 NZ0547'RIVETED TO THE TOP OF A 3-1/2-INCH PIPE IN A CONCRETE TILE PROJECTING
 NZ0547'8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0397 ***********************************************************************
 RB0397  DESIGNATION -  1078 A
 RB0397  PID         -  RB0397
 RB0397  STATE/COUNTY-  OR/UMATILLA
 RB0397  USGS QUAD   -  PENDLETON (1976)
 RB0397
 RB0397                         *CURRENT SURVEY CONTROL
 RB0397  ___________________________________________________________________
 RB0397* NAD 83(1986)-  45 40 20.     (N)    118 46 52.     (W)     SCALED    
 RB0397* NAVD 88     -       329.567  (meters)    1081.25   (feet)  ADJUSTED  
 RB0397  ___________________________________________________________________
 RB0397  GEOID HEIGHT-         -20.80  (meters)                     GEOID03
 RB0397  DYNAMIC HT  -         329.535 (meters)    1081.15  (feet)  COMP
 RB0397  MODELED GRAV-     980,512.8   (mgal)                       NAVD 88
 RB0397
 RB0397  VERT ORDER  -  FIRST     CLASS II
 RB0397
 RB0397.The horizontal coordinates were scaled from a topographic map and have
 RB0397.an estimated accuracy of +/- 6 seconds.
 RB0397
 RB0397.The orthometric height was determined by differential leveling
 RB0397.and adjusted in June 1991.
 RB0397
 RB0397.The geoid height was determined by GEOID03.
 RB0397
 RB0397.The dynamic height is computed by dividing the NAVD 88
 RB0397.geopotential number by the normal gravity value computed on the
 RB0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0397.degrees latitude (g = 980.6199 gals.).
 RB0397
 RB0397.The modeled gravity was interpolated from observed gravity values.
 RB0397
 RB0397;                    North         East    Units  Estimated Accuracy
 RB0397;SPC OR N     -   224,290.    2,633,920.      MT  (+/- 180 meters Scaled)
 RB0397
 RB0397                          SUPERSEDED SURVEY CONTROL
 RB0397
 RB0397  NGVD 29 (??/??/92)  328.560  (m)         1077.95   (f) ADJ UNCH    1 2
 RB0397
 RB0397.Superseded values are not recommended for survey control.
 RB0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0397.See file dsdata.txt to determine how the superseded data were derived.
 RB0397
 RB0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL612591(NAD 83)
 RB0397_MARKER: DD = SURVEY DISK
 RB0397_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RB0397_SP_SET: COLUMN BASE
 RB0397_STAMPING: 1078.115 A
 RB0397_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RB0397
 RB0397  HISTORY     - Date     Condition        Report By
 RB0397  HISTORY     - UNK      MONUMENTED       USGS
 RB0397  HISTORY     - 1935     GOOD             NGS
 RB0397
 RB0397                          STATION DESCRIPTION
 RB0397
 RB0397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 RB0397'IN PENDLETON.
 RB0397'AT PENDLETON, UMATILLA COUNTY, AT THE COURTHOUSE, ON THE SOUTH SIDE OF
 RB0397'THE WEST ENTRANCE, IN THE CENTER OF THE OUTSIDE COLUMN BASE.  A UNITED
 RB0397'STATES GEOLOGICAL SURVEY STANDARD DISK STAMPED 1078.115 A.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0597 ***********************************************************************
 NW0597  DESIGNATION -  108 MDC
 NW0597  PID         -  NW0597
 NW0597  STATE/COUNTY-  OR/MALHEUR
 NW0597  USGS QUAD   -  SCOTT RESERVOIR (1972)
 NW0597
 NW0597                         *CURRENT SURVEY CONTROL
 NW0597  ___________________________________________________________________
 NW0597* NAD 83(1986)-  42 46 22.     (N)    117 32 18.     (W)     SCALED    
 NW0597* NAVD 88     -      1208.890  (meters)    3966.17   (feet)  ADJUSTED  
 NW0597  ___________________________________________________________________
 NW0597  GEOID HEIGHT-         -17.93  (meters)                     GEOID03
 NW0597  DYNAMIC HT  -        1208.251 (meters)    3964.07  (feet)  COMP
 NW0597  MODELED GRAV-     980,050.3   (mgal)                       NAVD 88
 NW0597
 NW0597  VERT ORDER  -  SECOND    CLASS 0
 NW0597
 NW0597.The horizontal coordinates were scaled from a topographic map and have
 NW0597.an estimated accuracy of +/- 6 seconds.
 NW0597
 NW0597.The orthometric height was determined by differential leveling
 NW0597.and adjusted in August 1995.
 NW0597
 NW0597.The geoid height was determined by GEOID03.
 NW0597
 NW0597.The dynamic height is computed by dividing the NAVD 88
 NW0597.geopotential number by the normal gravity value computed on the
 NW0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0597.degrees latitude (g = 980.6199 gals.).
 NW0597
 NW0597.The modeled gravity was interpolated from observed gravity values.
 NW0597
 NW0597;                    North         East    Units  Estimated Accuracy
 NW0597;SPC OR S     -   127,160.    1,742,320.      MT  (+/- 180 meters Scaled)
 NW0597
 NW0597                          SUPERSEDED SURVEY CONTROL
 NW0597
 NW0597.No superseded survey control is available for this station.
 NW0597
 NW0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH559357(NAD 83)
 NW0597_MARKER: DB = BENCH MARK DISK
 NW0597_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0597_SP_SET: COPPER-CLAD STEEL ROD
 NW0597_STAMPING: 108 MDC 1972 3663
 NW0597_MARK LOGO: USGS  
 NW0597_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0597_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0597_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0597+SATELLITE: SATELLITE OBSERVATIONS - 1972
 NW0597
 NW0597  HISTORY     - Date     Condition        Report By
 NW0597  HISTORY     - 1972     MONUMENTED       USGS
 NW0597
 NW0597                          STATION DESCRIPTION
 NW0597
 NW0597'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 NW0597'FROM ROME, OREGON PROCEED 7.7 MILES SOUTH ALONG A TRACK ROAD TO A
 NW0597'FENCE CROSSING THE ROAD, 39 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 NW0597'2 FEET SOUTH OF A SIGN ON THE FENCE AND 1 FOOT WEST OF THE FENCE, SET
 NW0597'ON A COPPER-COATED ROD DRIVEN TO REFUSAL (ROD DEPTH UNKNOWN), ENCASED
 NW0597'IN 6-INCH WHITE PLASTIC PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0504 ***********************************************************************
 NZ0504  DESIGNATION -  1084 B
 NZ0504  PID         -  NZ0504
 NZ0504  STATE/COUNTY-  OR/JACKSON
 NZ0504  USGS QUAD   -  GOLD HILL (1983)
 NZ0504
 NZ0504                         *CURRENT SURVEY CONTROL
 NZ0504  ___________________________________________________________________
 NZ0504* NAD 83(1986)-  42 25 55.     (N)    123 02 56.     (W)     SCALED    
 NZ0504* NAVD 88     -       331.946  (meters)    1089.06   (feet)  ADJUSTED  
 NZ0504  ___________________________________________________________________
 NZ0504  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 NZ0504  DYNAMIC HT  -         331.828 (meters)    1088.67  (feet)  COMP
 NZ0504  MODELED GRAV-     980,257.7   (mgal)                       NAVD 88
 NZ0504
 NZ0504  VERT ORDER  -  FIRST     CLASS II
 NZ0504
 NZ0504.The horizontal coordinates were scaled from a topographic map and have
 NZ0504.an estimated accuracy of +/- 6 seconds.
 NZ0504
 NZ0504.The orthometric height was determined by differential leveling
 NZ0504.and adjusted in June 1991.
 NZ0504
 NZ0504.The geoid height was determined by GEOID03.
 NZ0504
 NZ0504.The dynamic height is computed by dividing the NAVD 88
 NZ0504.geopotential number by the normal gravity value computed on the
 NZ0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0504.degrees latitude (g = 980.6199 gals.).
 NZ0504
 NZ0504.The modeled gravity was interpolated from observed gravity values.
 NZ0504
 NZ0504;                    North         East    Units  Estimated Accuracy
 NZ0504;SPC OR S     -    88,200.    1,290,290.      MT  (+/- 180 meters Scaled)
 NZ0504
 NZ0504                          SUPERSEDED SURVEY CONTROL
 NZ0504
 NZ0504  NGVD 29 (??/??/92)  330.943  (m)         1085.77   (f) ADJ UNCH    1 2
 NZ0504
 NZ0504.Superseded values are not recommended for survey control.
 NZ0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0504.See file dsdata.txt to determine how the superseded data were derived.
 NZ0504
 NZ0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM959977(NAD 83)
 NZ0504_MARKER: P = PIPE CAP
 NZ0504_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NZ0504_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NZ0504_STAMPING: 1084 B 1903
 NZ0504_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0504
 NZ0504  HISTORY     - Date     Condition        Report By
 NZ0504  HISTORY     - 1903     MONUMENTED       USGS
 NZ0504  HISTORY     - 1954     GOOD             NGS
 NZ0504  HISTORY     - 1987     MARK NOT FOUND   NGS
 NZ0504
 NZ0504                          STATION DESCRIPTION
 NZ0504
 NZ0504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NZ0504'IN GOLD HILL.
 NZ0504'AT GOLD HILL, AT THE SOUTHERN PACIFIC COMPANY RAILROAD STATION, AT
 NZ0504'MILEAGE 457.1, 35.1 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK,
 NZ0504'11.6 FEET WEST OF THE WEST END OF THE LOADING PLATFORM, 10 1/2 FEET
 NZ0504'WEST OF A TELEPHONE POLE, 2.2 FEET WEST OF A WITNESS POST, ABOUT 1
 NZ0504'FOOT HIGHER THAN THE TRACK, AND RIVETED ON TOP OF A 3 1/2-INCH IRON
 NZ0504'PIPE PROJECTING 0.6 FOOT ABOVE THE GROUND.
 NZ0504
 NZ0504                          STATION RECOVERY (1987)
 NZ0504
 NZ0504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 NZ0504'THE PIPE WAS FOUND WITH THE DISK MISSING.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0502 ***********************************************************************
 NZ0502  DESIGNATION -  1085=Q 268
 NZ0502  PID         -  NZ0502
 NZ0502  STATE/COUNTY-  OR/JACKSON
 NZ0502  USGS QUAD   -  GOLD HILL (1983)
 NZ0502
 NZ0502                         *CURRENT SURVEY CONTROL
 NZ0502  ___________________________________________________________________
 NZ0502* NAD 83(1986)-  42 25 52.     (N)    123 02 36.     (W)     SCALED    
 NZ0502* NAVD 88     -       331.979  (meters)    1089.17   (feet)  ADJUSTED  
 NZ0502  ___________________________________________________________________
 NZ0502  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 NZ0502  DYNAMIC HT  -         331.860 (meters)    1088.78  (feet)  COMP
 NZ0502  MODELED GRAV-     980,256.0   (mgal)                       NAVD 88
 NZ0502
 NZ0502  VERT ORDER  -  FIRST     CLASS II
 NZ0502
 NZ0502.The horizontal coordinates were scaled from a topographic map and have
 NZ0502.an estimated accuracy of +/- 6 seconds.
 NZ0502
 NZ0502.The orthometric height was determined by differential leveling
 NZ0502.and adjusted in June 1991.
 NZ0502
 NZ0502.The geoid height was determined by GEOID03.
 NZ0502
 NZ0502.The dynamic height is computed by dividing the NAVD 88
 NZ0502.geopotential number by the normal gravity value computed on the
 NZ0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0502.degrees latitude (g = 980.6199 gals.).
 NZ0502
 NZ0502.The modeled gravity was interpolated from observed gravity values.
 NZ0502
 NZ0502;                    North         East    Units  Estimated Accuracy
 NZ0502;SPC OR S     -    88,100.    1,290,750.      MT  (+/- 180 meters Scaled)
 NZ0502
 NZ0502                          SUPERSEDED SURVEY CONTROL
 NZ0502
 NZ0502  NGVD 29 (??/??/92)  330.975  (m)         1085.87   (f) ADJ UNCH    1 2
 NZ0502
 NZ0502.Superseded values are not recommended for survey control.
 NZ0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0502.See file dsdata.txt to determine how the superseded data were derived.
 NZ0502
 NZ0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM964976(NAD 83)
 NZ0502_MARKER: DD = SURVEY DISK
 NZ0502_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 NZ0502_SP_SET: BRIDGE CURB
 NZ0502_STAMPING: Q 268 1927 1085.251
 NZ0502_MARK LOGO: ORHD  
 NZ0502_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0502_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NZ0502+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2006
 NZ0502
 NZ0502  HISTORY     - Date     Condition        Report By
 NZ0502  HISTORY     - 1927     MONUMENTED       ORDT
 NZ0502  HISTORY     - 1954     GOOD             NGS
 NZ0502  HISTORY     - 1987     GOOD             NGS
 NZ0502  HISTORY     - 20060824 GOOD             USPSQD
 NZ0502
 NZ0502                          STATION DESCRIPTION
 NZ0502
 NZ0502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NZ0502'0.2 MI E FROM GOLD HILL.
 NZ0502'0.2 MILE EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 NZ0502'STATION AT GOLD HILL, AT STATE HIGHWAY 234 (OLD U. S. HIGHWAY 99)
 NZ0502'BRIDGE 1-297-10 OVER ROGUE RIVER, IN THE TOP OF THE WEST END OF THE
 NZ0502'SOUTH CONCRETE CURB, 10.0 FEET SOUTH OF THE CENTER LINE OF THE
 NZ0502'HIGHWAY, AND ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.
 NZ0502
 NZ0502                          STATION RECOVERY (1987)
 NZ0502
 NZ0502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 NZ0502'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  0.3 KM
 NZ0502'(0.20 MI) EASTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 NZ0502'JUNCTION OF FOURTH STREET IN GOLD HILL.  NOTE--A STEEL GUARDRAIL HAS
 NZ0502'BEEN CONSTRUCTED OVER THE MARK.
 NZ0502
 NZ0502                          STATION RECOVERY (2006)
 NZ0502
 NZ0502'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 NZ0502'STEEL GUARD RAIL HAS BEEN REMOVED AND REPLACED WITH CONCRETE BARRIER
 NZ0502'AND NEW SIDWALK
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0819 ***********************************************************************
 RC0819  DESIGNATION -  108=M 21
 RC0819  PID         -  RC0819
 RC0819  STATE/COUNTY-  OR/HOOD RIVER
 RC0819  USGS QUAD   -  HOOD RIVER (1994)
 RC0819
 RC0819                         *CURRENT SURVEY CONTROL
 RC0819  ___________________________________________________________________
 RC0819* NAD 83(1986)-  45 42 30.     (N)    121 30 18.     (W)     SCALED    
 RC0819* NAVD 88     -        34.117  (meters)     111.93   (feet)  ADJUSTED  
 RC0819  ___________________________________________________________________
 RC0819  GEOID HEIGHT-         -21.49  (meters)                     GEOID03
 RC0819  DYNAMIC HT  -          34.116 (meters)     111.93  (feet)  COMP
 RC0819  MODELED GRAV-     980,605.0   (mgal)                       NAVD 88
 RC0819
 RC0819  VERT ORDER  -  FIRST     CLASS II
 RC0819
 RC0819.The horizontal coordinates were scaled from a topographic map and have
 RC0819.an estimated accuracy of +/- 6 seconds.
 RC0819
 RC0819.The orthometric height was determined by differential leveling
 RC0819.and adjusted in June 1991.
 RC0819
 RC0819.The geoid height was determined by GEOID03.
 RC0819
 RC0819.The dynamic height is computed by dividing the NAVD 88
 RC0819.geopotential number by the normal gravity value computed on the
 RC0819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0819.degrees latitude (g = 980.6199 gals.).
 RC0819
 RC0819.The modeled gravity was interpolated from observed gravity values.
 RC0819
 RC0819;                    North         East    Units  Estimated Accuracy
 RC0819;SPC OR N     -   227,360.    2,421,750.      MT  (+/- 180 meters Scaled)
 RC0819
 RC0819                          SUPERSEDED SURVEY CONTROL
 RC0819
 RC0819  NGVD 29 (??/??/92)   33.092  (m)          108.57   (f) ADJ UNCH    1 2
 RC0819
 RC0819.Superseded values are not recommended for survey control.
 RC0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0819.See file dsdata.txt to determine how the superseded data were derived.
 RC0819
 RC0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR163627(NAD 83)
 RC0819_MARKER: DD = SURVEY DISK
 RC0819_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RC0819_SP_SET: CURB
 RC0819_STAMPING: 108 M 21
 RC0819_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC0819
 RC0819  HISTORY     - Date     Condition        Report By
 RC0819  HISTORY     - UNK      MONUMENTED       USGS
 RC0819  HISTORY     - 1933     GOOD             NGS
 RC0819  HISTORY     - 1987     MARK NOT FOUND   NGS
 RC0819  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 RC0819
 RC0819                          STATION DESCRIPTION
 RC0819
 RC0819'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 RC0819'IN HOOD RIVER.
 RC0819'IN THE EAST APART OF HOOD RIVER, HOOD RIVER COUNTY, NEAR THE SOUTHEAST
 RC0819'CORNER OF THE COLUMBIA RIVER HIGHWAY BRIDGE OVER HOOD RIVER, IN THE
 RC0819'CURB.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 108 M
 RC0819'21.
 RC0819
 RC0819                          STATION RECOVERY (1987)
 RC0819
 RC0819'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RC0819'NOT RECOVERED.
 RC0819
 RC0819                          STATION RECOVERY (1989)
 RC0819
 RC0819'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RC0819'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0862 ***********************************************************************
 RC0862  DESIGNATION -  109
 RC0862  PID         -  RC0862
 RC0862  STATE/COUNTY-  OR/WASCO
 RC0862  USGS QUAD   -  THE DALLES SOUTH (1994)
 RC0862
 RC0862                         *CURRENT SURVEY CONTROL
 RC0862  ___________________________________________________________________
 RC0862* NAD 83(1986)-  45 36 02.     (N)    121 11 08.     (W)     SCALED    
 RC0862* NAVD 88     -        34.179  (meters)     112.14   (feet)  ADJUSTED  
 RC0862  ___________________________________________________________________
 RC0862  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 RC0862  DYNAMIC HT  -          34.178 (meters)     112.13  (feet)  COMP
 RC0862  MODELED GRAV-     980,600.5   (mgal)                       NAVD 88
 RC0862
 RC0862  VERT ORDER  -  FIRST     CLASS II
 RC0862
 RC0862.The horizontal coordinates were scaled from a topographic map and have
 RC0862.an estimated accuracy of +/- 6 seconds.
 RC0862
 RC0862.The orthometric height was determined by differential leveling
 RC0862.and adjusted in June 1991.
 RC0862
 RC0862.The geoid height was determined by GEOID03.
 RC0862
 RC0862.The dynamic height is computed by dividing the NAVD 88
 RC0862.geopotential number by the normal gravity value computed on the
 RC0862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0862.degrees latitude (g = 980.6199 gals.).
 RC0862
 RC0862.The modeled gravity was interpolated from observed gravity values.
 RC0862
 RC0862;                    North         East    Units  Estimated Accuracy
 RC0862;SPC OR N     -   215,130.    2,446,520.      MT  (+/- 180 meters Scaled)
 RC0862
 RC0862                          SUPERSEDED SURVEY CONTROL
 RC0862
 RC0862  NGVD 29 (??/??/92)   33.180  (m)          108.86   (f) ADJ UNCH    1 2
 RC0862
 RC0862.Superseded values are not recommended for survey control.
 RC0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0862.See file dsdata.txt to determine how the superseded data were derived.
 RC0862
 RC0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR415512(NAD 83)
 RC0862_MARKER: B = BOLT
 RC0862_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RC0862_SP_SET: SIDEWALK
 RC0862_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC0862
 RC0862  HISTORY     - Date     Condition        Report By
 RC0862  HISTORY     - UNK      MONUMENTED       CGS
 RC0862  HISTORY     - 1942     GOOD             NGS
 RC0862  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RC0862  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 RC0862
 RC0862                          STATION DESCRIPTION
 RC0862
 RC0862'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 RC0862'IN THE DALLES.
 RC0862'AT THE DALLES, WASCO COUNTY, AT THE SOUTHWEST CORNER OF FOURTH AND
 RC0862'UNION STREETS, 2 FEET SOUTHWEST OF THE EDGE OF THE CURB, AND IN THE
 RC0862'CEMENT WALK.  A GALVANIZED IRON BOLT.
 RC0862
 RC0862                          STATION RECOVERY (1987)
 RC0862
 RC0862'RECOVERY NOTE BY US POWER SQUADRON 1987 (KRN)
 RC0862'MARK NOT FOUND.
 RC0862
 RC0862                          STATION RECOVERY (1989)
 RC0862
 RC0862'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RC0862'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0598 ***********************************************************************
 NW0598  DESIGNATION -  109 MDC
 NW0598  PID         -  NW0598
 NW0598  STATE/COUNTY-  OR/MALHEUR
 NW0598  USGS QUAD   -  SCOTT RESERVOIR (1972)
 NW0598
 NW0598                         *CURRENT SURVEY CONTROL
 NW0598  ___________________________________________________________________
 NW0598* NAD 83(1986)-  42 46 01.     (N)    117 31 20.     (W)     SCALED    
 NW0598* NAVD 88     -      1228.146  (meters)    4029.34   (feet)  ADJUSTED  
 NW0598  ___________________________________________________________________
 NW0598  GEOID HEIGHT-         -17.91  (meters)                     GEOID03
 NW0598  DYNAMIC HT  -        1227.491 (meters)    4027.19  (feet)  COMP
 NW0598  MODELED GRAV-     980,044.8   (mgal)                       NAVD 88
 NW0598
 NW0598  VERT ORDER  -  SECOND    CLASS 0
 NW0598
 NW0598.The horizontal coordinates were scaled from a topographic map and have
 NW0598.an estimated accuracy of +/- 6 seconds.
 NW0598
 NW0598.The orthometric height was determined by differential leveling
 NW0598.and adjusted in August 1995.
 NW0598
 NW0598.The geoid height was determined by GEOID03.
 NW0598
 NW0598.The dynamic height is computed by dividing the NAVD 88
 NW0598.geopotential number by the normal gravity value computed on the
 NW0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0598.degrees latitude (g = 980.6199 gals.).
 NW0598
 NW0598.The modeled gravity was interpolated from observed gravity values.
 NW0598
 NW0598;                    North         East    Units  Estimated Accuracy
 NW0598;SPC OR S     -   126,550.    1,743,660.      MT  (+/- 180 meters Scaled)
 NW0598
 NW0598                          SUPERSEDED SURVEY CONTROL
 NW0598
 NW0598.No superseded survey control is available for this station.
 NW0598
 NW0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH572350(NAD 83)
 NW0598_MARKER: DB = BENCH MARK DISK
 NW0598_SETTING: 66 = SET IN ROCK OUTCROP
 NW0598_SP_SET: ROCK OUTCROP
 NW0598_STAMPING: 109 MDC 1972 4026
 NW0598_MARK LOGO: USGS  
 NW0598_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0598_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0598+STABILITY: POSITION/ELEVATION WELL
 NW0598_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0598+SATELLITE: SATELLITE OBSERVATIONS - 1972
 NW0598
 NW0598  HISTORY     - Date     Condition        Report By
 NW0598  HISTORY     - 1972     MONUMENTED       USGS
 NW0598
 NW0598                          STATION DESCRIPTION
 NW0598
 NW0598'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 NW0598'FROM ROME, OREGON PROCEED 8.7 MILES SOUTH ALONG A TRACK ROAD TO A
 NW0598'CURVE WHERE A DRAIN PARALLELS THE CURVE WITH A ROCK OUTCROP TO THE
 NW0598'EAST OF THE ROAD, 85 FEET EAST OF THE CENTERLINE OF THE ROAD,
 NW0598'CEMENTED IN THE ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0264 ***********************************************************************
 RD0264  DESIGNATION -  109.1
 RD0264  PID         -  RD0264
 RD0264  STATE/COUNTY-  OR/CLACKAMAS
 RD0264  USGS QUAD   -  GLADSTONE (1984)
 RD0264
 RD0264                         *CURRENT SURVEY CONTROL
 RD0264  ___________________________________________________________________
 RD0264* NAD 83(1986)-  45 26 19.     (N)    122 36 54.     (W)     SCALED    
 RD0264* NAVD 88     -        34.427  (meters)     112.95   (feet)  ADJUSTED  
 RD0264  ___________________________________________________________________
 RD0264  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 RD0264  DYNAMIC HT  -          34.427 (meters)     112.95  (feet)  COMP
 RD0264  MODELED GRAV-     980,627.2   (mgal)                       NAVD 88
 RD0264
 RD0264  VERT ORDER  -  FIRST     CLASS II
 RD0264
 RD0264.The horizontal coordinates were scaled from a topographic map and have
 RD0264.an estimated accuracy of +/- 6 seconds.
 RD0264
 RD0264.The orthometric height was determined by differential leveling
 RD0264.and adjusted in June 1991.
 RD0264
 RD0264.The geoid height was determined by GEOID03.
 RD0264
 RD0264.The dynamic height is computed by dividing the NAVD 88
 RD0264.geopotential number by the normal gravity value computed on the
 RD0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0264.degrees latitude (g = 980.6199 gals.).
 RD0264
 RD0264.The modeled gravity was interpolated from observed gravity values.
 RD0264
 RD0264;                    North         East    Units  Estimated Accuracy
 RD0264;SPC OR N     -   199,070.    2,334,550.      MT  (+/- 180 meters Scaled)
 RD0264
 RD0264                          SUPERSEDED SURVEY CONTROL
 RD0264
 RD0264  NGVD 29 (??/??/92)   33.367  (m)          109.47   (f) ADJ UNCH    1 2
 RD0264
 RD0264.Superseded values are not recommended for survey control.
 RD0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0264.See file dsdata.txt to determine how the superseded data were derived.
 RD0264
 RD0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER301317(NAD 83)
 RD0264_MARKER: Q = CHISELED SQUARE
 RD0264_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD0264_SP_SET: CULVERT
 RD0264_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0264
 RD0264  HISTORY     - Date     Condition        Report By
 RD0264  HISTORY     - UNK      MONUMENTED       CGS
 RD0264  HISTORY     - 1934     GOOD             NGS
 RD0264  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 RD0264  HISTORY     - 19990109 MARK NOT FOUND   USPSQD
 RD0264
 RD0264                          STATION DESCRIPTION
 RD0264
 RD0264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RD0264'3.3 MI NW FROM CLACKAMAS.
 RD0264'3.3 MILES N.W. ALONG THE SOUTHERN PACIFIC R.R.  ALONG THE RIGHT OF WAY
 RD0264'OF THE SOUTHERN PACIFIC R.R., ON THE EAST HEADWALL OF CULVERT NO. 763
 RD0264'A, 18 FEET EAST OF TRACK AND 8 INCHES N.W. OF THE S.E. END OF WALL.
 RD0264
 RD0264                          STATION RECOVERY (1989)
 RD0264
 RD0264'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RD0264'MARK NOT FOUND.
 RD0264
 RD0264                          STATION RECOVERY (1999)
 RD0264
 RD0264'RECOVERY NOTE BY US POWER SQUADRON 1999
 RD0264'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0391 ***********************************************************************
 NZ0391  DESIGNATION -  1098 B
 NZ0391  PID         -  NZ0391
 NZ0391  STATE/COUNTY-  OR/JOSEPHINE
 NZ0391  USGS QUAD   -  GLENDALE (1986)
 NZ0391
 NZ0391                         *CURRENT SURVEY CONTROL
 NZ0391  ___________________________________________________________________
 NZ0391* NAD 83(1986)-  42 38 55.     (N)    123 28 03.     (W)     SCALED    
 NZ0391* NAVD 88     -       336.167  (meters)    1102.91   (feet)  ADJUSTED  
 NZ0391  ___________________________________________________________________
 NZ0391  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 NZ0391  DYNAMIC HT  -         336.061 (meters)    1102.56  (feet)  COMP
 NZ0391  MODELED GRAV-     980,296.7   (mgal)                       NAVD 88
 NZ0391
 NZ0391  VERT ORDER  -  FIRST     CLASS II
 NZ0391
 NZ0391.The horizontal coordinates were scaled from a topographic map and have
 NZ0391.an estimated accuracy of +/- 6 seconds.
 NZ0391
 NZ0391.The orthometric height was determined by differential leveling
 NZ0391.and adjusted in June 1991.
 NZ0391
 NZ0391.The geoid height was determined by GEOID03.
 NZ0391
 NZ0391.The dynamic height is computed by dividing the NAVD 88
 NZ0391.geopotential number by the normal gravity value computed on the
 NZ0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0391.degrees latitude (g = 980.6199 gals.).
 NZ0391
 NZ0391.The modeled gravity was interpolated from observed gravity values.
 NZ0391
 NZ0391;                    North         East    Units  Estimated Accuracy
 NZ0391;SPC OR S     -   113,390.    1,256,720.      MT  (+/- 180 meters Scaled)
 NZ0391
 NZ0391                          SUPERSEDED SURVEY CONTROL
 NZ0391
 NZ0391  NGVD 29 (??/??/92)  335.153  (m)         1099.58   (f) ADJ UNCH    1 2
 NZ0391
 NZ0391.Superseded values are not recommended for survey control.
 NZ0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0391.See file dsdata.txt to determine how the superseded data were derived.
 NZ0391
 NZ0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN616219(NAD 83)
 NZ0391_MARKER: P = PIPE CAP
 NZ0391_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NZ0391_SP_SET: SHALLOW-SET PIPE
 NZ0391_STAMPING: 1098 B 1903
 NZ0391_MARK LOGO: USGS  
 NZ0391_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0391
 NZ0391  HISTORY     - Date     Condition        Report By
 NZ0391  HISTORY     - 1903     MONUMENTED       USGS
 NZ0391  HISTORY     - 1954     GOOD             NGS
 NZ0391  HISTORY     - 1987     GOOD             NGS
 NZ0391
 NZ0391                          STATION DESCRIPTION
 NZ0391
 NZ0391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NZ0391'6.3 MI SW FROM WOLF CREEK.
 NZ0391'6.3 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 NZ0391'THE STATION AT WOLF CREEK, AT STEEL BRIDGE 495.71 OVER GRAVE CREEK,
 NZ0391'91.3 FEET EAST OF THE EAST CORNER OF THE SOUTHEAST ABUTMENT, 25.2 FEET
 NZ0391'NORTHEAST OF THE NORTHEAST RAIL, 19 FEET NORTHWEST OF THE NORTHWEST
 NZ0391'END OF A CUT, DIRECTLY UNDER A TELEPHONE LINE, ABOUT 1 FOOT LOWER THAN
 NZ0391'THE TRACK, AND RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.6
 NZ0391'FOOT ABOVE THE GROUND.
 NZ0391
 NZ0391                          STATION RECOVERY (1987)
 NZ0391
 NZ0391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 NZ0391'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  8.6 KM
 NZ0391'(5.35 MI) NORTHERLY ALONG INTERSTATE HIGHWAY HIGHWAY 5 FROM THE
 NZ0391'JUNCTION OF LARAIT DRIVE IN SUNNY VALLEY, THENCE 10.3 KM (6.40 MI)
 NZ0391'SOUTHWESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0782 ***********************************************************************
 NZ0782  DESIGNATION -  1099 B
 NZ0782  PID         -  NZ0782
 NZ0782  STATE/COUNTY-  OR/DOUGLAS
 NZ0782  USGS QUAD   -  RABBIT MOUNTAIN (1990)
 NZ0782
 NZ0782                         *CURRENT SURVEY CONTROL
 NZ0782  ___________________________________________________________________
 NZ0782* NAD 83(1986)-  42 47 52.     (N)    123 35 00.     (W)     SCALED    
 NZ0782* NAVD 88     -       336.567  (meters)    1104.22   (feet)  ADJUSTED  
 NZ0782  ___________________________________________________________________
 NZ0782  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 NZ0782  DYNAMIC HT  -         336.454 (meters)    1103.85  (feet)  COMP
 NZ0782  MODELED GRAV-     980,277.9   (mgal)                       NAVD 88
 NZ0782
 NZ0782  VERT ORDER  -  FIRST     CLASS II
 NZ0782
 NZ0782.The horizontal coordinates were scaled from a topographic map and have
 NZ0782.an estimated accuracy of +/- 6 seconds.
 NZ0782
 NZ0782.The orthometric height was determined by differential leveling
 NZ0782.and adjusted in June 1991.
 NZ0782
 NZ0782.The geoid height was determined by GEOID03.
 NZ0782
 NZ0782.The dynamic height is computed by dividing the NAVD 88
 NZ0782.geopotential number by the normal gravity value computed on the
 NZ0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0782.degrees latitude (g = 980.6199 gals.).
 NZ0782
 NZ0782.The modeled gravity was interpolated from observed gravity values.
 NZ0782
 NZ0782;                    North         East    Units  Estimated Accuracy
 NZ0782;SPC OR S     -   130,290.    1,247,840.      MT  (+/- 180 meters Scaled)
 NZ0782
 NZ0782                          SUPERSEDED SURVEY CONTROL
 NZ0782
 NZ0782  NGVD 29 (??/??/92)  335.524  (m)         1100.80   (f) ADJ UNCH    1 2
 NZ0782
 NZ0782.Superseded values are not recommended for survey control.
 NZ0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0782.See file dsdata.txt to determine how the superseded data were derived.
 NZ0782
 NZ0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN522385(NAD 83)
 NZ0782_MARKER: P = PIPE CAP
 NZ0782_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NZ0782_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NZ0782_STAMPING: 1099 B 1903
 NZ0782_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0782
 NZ0782  HISTORY     - Date     Condition        Report By
 NZ0782  HISTORY     - 1903     MONUMENTED       USGS
 NZ0782  HISTORY     - 1954     GOOD             NGS
 NZ0782
 NZ0782                          STATION DESCRIPTION
 NZ0782
 NZ0782'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NZ0782'1.6 MI SE FROM WEST FORK.
 NZ0782'1.6 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 NZ0782'STEEL BRIDGE 521.4 OVER WEST FORK COW CREEK AT WEST FORK, 8 1/2 RAILS
 NZ0782'SOUTHWEST OF CONCRETE CULVERT 519.75, 134 FEET SOUTHWEST OF AND ACROSS
 NZ0782'THE TRACK FROM A SEMAPHORE, 7.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 NZ0782'1 1/2 FEET LOWER THAN THE TRACK, AND RIVETED ON TOP OF A 3 1/2-INCH
 NZ0782'IRON PIPE ENCASED IN CONCRETE AND PROJECTING 0.6 FOOT ABOVE THE
 NZ0782'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0169 ***********************************************************************
 QE0169  DESIGNATION -  11
 QE0169  PID         -  QE0169
 QE0169  STATE/COUNTY-  OR/LINN
 QE0169  USGS QUAD   -  CASCADIA (1994)
 QE0169
 QE0169                         *CURRENT SURVEY CONTROL
 QE0169  ___________________________________________________________________
 QE0169* NAD 83(1986)-  44 23 54.     (N)    122 26 30.     (W)     SCALED    
 QE0169* NAVD 88     -       279.745  (meters)     917.80   (feet)  POSTED    
 QE0169  ___________________________________________________________________
 QE0169  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 QE0169  DYNAMIC HT  -         279.680 (meters)     917.58  (feet)  COMP
 QE0169  MODELED GRAV-     980,388.0   (mgal)                       NAVD 88
 QE0169
 QE0169  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 QE0169
 QE0169.The horizontal coordinates were scaled from a topographic map and have
 QE0169.an estimated accuracy of +/- 6 seconds.
 QE0169
 QE0169.The orthometric height was determined by differential leveling
 QE0169.and adjusted by the  in 1992.
 QE0169.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 QE0169.rate of 1.1 thru 2.0 mm/km.
 QE0169
 QE0169.The geoid height was determined by GEOID03.
 QE0169
 QE0169.The dynamic height is computed by dividing the NAVD 88
 QE0169.geopotential number by the normal gravity value computed on the
 QE0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0169.degrees latitude (g = 980.6199 gals.).
 QE0169
 QE0169.The modeled gravity was interpolated from observed gravity values.
 QE0169
 QE0169;                    North         East    Units  Estimated Accuracy
 QE0169;SPC OR N     -    83,160.    2,345,330.      MT  (+/- 180 meters Scaled)
 QE0169
 QE0169                          SUPERSEDED SURVEY CONTROL
 QE0169
 QE0169  NGVD 29 (??/??/92)  278.652  (m)          914.21   (f) ADJ UNCH    1 2
 QE0169
 QE0169.Superseded values are not recommended for survey control.
 QE0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0169.See file dsdata.txt to determine how the superseded data were derived.
 QE0169
 QE0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ444162(NAD 83)
 QE0169_MARKER: DD = SURVEY DISK
 QE0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0169_STAMPING: 917 23 C 11 1929
 QE0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0169+STABILITY: SURFACE MOTION
 QE0169
 QE0169  HISTORY     - Date     Condition        Report By
 QE0169  HISTORY     - 1929     MONUMENTED       BPR
 QE0169  HISTORY     - 1963     GOOD             NGS
 QE0169
 QE0169                          STATION DESCRIPTION
 QE0169
 QE0169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 QE0169'2.4 MI E FROM CASCADIA.
 QE0169'2.4 MILES EAST ALONG U.S. HIGHWAY 20 FROM THE CASCADIA SCHOOL, 0.4
 QE0169'MILE EAST OF MILE POST NO. 43, 90 FEET NORTH AND ACROSS THE HIGHWAY
 QE0169'FROM BENCH MARK 12 (U.S.B.P.R.), 75 FEET NORTH OF THE SIGN MARKING THE
 QE0169'ENTRANCE TO THE NATIONAL FOREST, 44 FEET NORTH OF THE CENTER OF THE
 QE0169'HIGHWAY, 14 FEET NORTHEAST OF A FENCE CORNER, 8 FEET SOUTHEAST OF A
 QE0169'POWER POLE AND 0.5 FOOT NORTH OF A METAL WITNESS POST.  THE MONUMENT
 QE0169'PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0579 ***********************************************************************
 PB0579  DESIGNATION -  11
 PB0579  PID         -  PB0579
 PB0579  STATE/COUNTY-  OR/DESCHUTES
 PB0579  USGS QUAD   -  HORSE RIDGE (1981)
 PB0579
 PB0579                         *CURRENT SURVEY CONTROL
 PB0579  ___________________________________________________________________
 PB0579* NAD 83(1986)-  43 59 15.     (N)    121 06 26.     (W)     SCALED    
 PB0579* NAVD 88     -      1108.764  (meters)    3637.67   (feet)  ADJUSTED  
 PB0579  ___________________________________________________________________
 PB0579  GEOID HEIGHT-         -20.71  (meters)                     GEOID03
 PB0579  DYNAMIC HT  -        1108.314 (meters)    3636.19  (feet)  COMP
 PB0579  MODELED GRAV-     980,175.1   (mgal)                       NAVD 88
 PB0579
 PB0579  VERT ORDER  -  FIRST     CLASS II
 PB0579
 PB0579.The horizontal coordinates were scaled from a topographic map and have
 PB0579.an estimated accuracy of +/- 6 seconds.
 PB0579
 PB0579.The orthometric height was determined by differential leveling
 PB0579.and adjusted in June 1991.
 PB0579
 PB0579.The geoid height was determined by GEOID03.
 PB0579
 PB0579.The dynamic height is computed by dividing the NAVD 88
 PB0579.geopotential number by the normal gravity value computed on the
 PB0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0579.degrees latitude (g = 980.6199 gals.).
 PB0579
 PB0579.The modeled gravity was interpolated from observed gravity values.
 PB0579
 PB0579;                    North         East    Units  Estimated Accuracy
 PB0579;SPC OR S     -   257,990.    1,451,290.      MT  (+/- 180 meters Scaled)
 PB0579
 PB0579                          SUPERSEDED SURVEY CONTROL
 PB0579
 PB0579.No superseded survey control is available for this station.
 PB0579
 PB0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP517722(NAD 83)
 PB0579_MARKER: DD = SURVEY DISK
 PB0579_SETTING: 66 = SET IN ROCK OUTCROP
 PB0579_SP_SET: ROCK OUTCROP
 PB0579_STAMPING: 11 1927 3634
 PB0579_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PB0579+STABILITY: POSITION/ELEVATION WELL
 PB0579
 PB0579  HISTORY     - Date     Condition        Report By
 PB0579  HISTORY     - 1927     MONUMENTED       ORDT
 PB0579  HISTORY     - 1943     GOOD             NGS
 PB0579
 PB0579                          STATION DESCRIPTION
 PB0579
 PB0579'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PB0579'12.1 MI SE FROM BEND.
 PB0579'THIS MARK IS ABOUT 12.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 20 FROM THE
 PB0579'RAILWAY STATION AT BEND, DESCHUTES COUNTY, SET AT THE WEST END AND ON
 PB0579'THE OUTSIDE OF A CURVE, IN THE TOP OF A ROCK OUTCROP, 34.5 FEET SOUTH
 PB0579'OF THE CENTER LINE OF THE HIGHWAY, 2.0 FEET WEST OF A WHITE REFERENCE
 PB0579'POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0328 ***********************************************************************
 NY0328  DESIGNATION -  11
 NY0328  PID         -  NY0328
 NY0328  STATE/COUNTY-  OR/KLAMATH
 NY0328  USGS QUAD   -  KENO (1985)
 NY0328
 NY0328                         *CURRENT SURVEY CONTROL
 NY0328  ___________________________________________________________________
 NY0328* NAD 83(1986)-  42 07 46.     (N)    121 55 43.     (W)     SCALED    
 NY0328* NAVD 88     -      1253.722  (meters)    4113.25   (feet)  ADJUSTED  
 NY0328  ___________________________________________________________________
 NY0328  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 NY0328  DYNAMIC HT  -        1252.962 (meters)    4110.76  (feet)  COMP
 NY0328  MODELED GRAV-     979,972.2   (mgal)                       NAVD 88
 NY0328
 NY0328  VERT ORDER  -  FIRST     CLASS II
 NY0328
 NY0328.The horizontal coordinates were scaled from a topographic map and have
 NY0328.an estimated accuracy of +/- 6 seconds.
 NY0328
 NY0328.The orthometric height was determined by differential leveling
 NY0328.and adjusted in June 1991.
 NY0328
 NY0328.The geoid height was determined by GEOID03.
 NY0328
 NY0328.The dynamic height is computed by dividing the NAVD 88
 NY0328.geopotential number by the normal gravity value computed on the
 NY0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0328.degrees latitude (g = 980.6199 gals.).
 NY0328
 NY0328.The modeled gravity was interpolated from observed gravity values.
 NY0328
 NY0328;                    North         East    Units  Estimated Accuracy
 NY0328;SPC OR S     -    52,420.    1,381,880.      MT  (+/- 180 meters Scaled)
 NY0328
 NY0328                          SUPERSEDED SURVEY CONTROL
 NY0328
 NY0328  NGVD 29 (??/??/92) 1252.577  (m)         4109.50   (f) ADJ UNCH    1 2
 NY0328
 NY0328.Superseded values are not recommended for survey control.
 NY0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0328.See file dsdata.txt to determine how the superseded data were derived.
 NY0328
 NY0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM885647(NAD 83)
 NY0328_MARKER: DD = SURVEY DISK
 NY0328_SETTING: 66 = SET IN ROCK OUTCROP
 NY0328_SP_SET: IN A DRILL HOLE IN BEDROCK
 NY0328_STAMPING: 11 1905 4109.129
 NY0328_MARK LOGO: USGS  
 NY0328_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NY0328+STABILITY: POSITION/ELEVATION WELL
 NY0328_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NY0328+SATELLITE: SATELLITE OBSERVATIONS - June 17, 1988
 NY0328
 NY0328  HISTORY     - Date     Condition        Report By
 NY0328  HISTORY     - 1905     MONUMENTED       USGS
 NY0328  HISTORY     - 1956     MARK NOT FOUND   NGS
 NY0328  HISTORY     - 1986     GOOD             USPSQD
 NY0328  HISTORY     - 19880617 GOOD             NGS
 NY0328
 NY0328                          STATION DESCRIPTION
 NY0328
 NY0328'DESCRIBED BY US GEOLOGICAL SURVEY 1905
 NY0328'IN KENO.
 NY0328'AT KENO, KLAMATH COUNTY, ON THE GREEN SPRINGS HIGHWAY (CREGON 66),
 NY0328'ABOUT 410 FEET NORTHEAST OF THE KLAMATH RIVER BRIDGE, ON THE HIGHEST
 NY0328'POINT OF A SMALL HILL TO THE NORTHWEST OF THE HIGHWAY, BETWEEN TWO
 NY0328'SMALL DWELLINGS, 82 FEET FROM THE CENTER LINE OF THE HIGHWAY, IN A
 NY0328'ROCK OUTCROP, AND ON A LEDGE ON THE SOUTH SIDE OF THE LARGEST BOULDER.
 NY0328'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 4109.120 11
 NY0328'1905.
 NY0328
 NY0328                          STATION RECOVERY (1956)
 NY0328
 NY0328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 NY0328'MARK NOT FOUND.
 NY0328
 NY0328                          STATION RECOVERY (1986)
 NY0328
 NY0328'RECOVERY NOTE BY US POWER SQUADRON 1986 (KN)
 NY0328'RECOVERED IN GOOD CONDITION.
 NY0328
 NY0328                          STATION RECOVERY (1988)
 NY0328
 NY0328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 NY0328'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  0.3 KM
 NY0328'(0.20 MI) EASTERLY ALONG STATE HIGHWAY 66 FROM THE POST OFFICE IN
 NY0328'KENO.  NOTE--THIS MARK IS CARRIED IN HGZ L341 AS 4111 USGS, THE NY
 NY0328'ARCHIVE LISTING CARRIES IT AS 11.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0289 ***********************************************************************
 NZ0289  DESIGNATION -  11
 NZ0289  PID         -  NZ0289
 NZ0289  STATE/COUNTY-  OR/JACKSON
 NZ0289  USGS QUAD   -  TRAIL (1983)
 NZ0289
 NZ0289                         *CURRENT SURVEY CONTROL
 NZ0289  ___________________________________________________________________
 NZ0289* NAD 83(1986)-  42 39 26.     (N)    122 49 21.     (W)     SCALED    
 NZ0289* NAVD 88     -       450.521  (meters)    1478.08   (feet)  ADJUSTED  
 NZ0289  ___________________________________________________________________
 NZ0289  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 NZ0289  DYNAMIC HT  -         450.345 (meters)    1477.51  (feet)  COMP
 NZ0289  MODELED GRAV-     980,217.7   (mgal)                       NAVD 88
 NZ0289
 NZ0289  VERT ORDER  -  SECOND    CLASS 0
 NZ0289
 NZ0289.The horizontal coordinates were scaled from a topographic map and have
 NZ0289.an estimated accuracy of +/- 6 seconds.
 NZ0289
 NZ0289.The orthometric height was determined by differential leveling
 NZ0289.and adjusted in June 1991.
 NZ0289
 NZ0289.The geoid height was determined by GEOID03.
 NZ0289
 NZ0289.The dynamic height is computed by dividing the NAVD 88
 NZ0289.geopotential number by the normal gravity value computed on the
 NZ0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0289.degrees latitude (g = 980.6199 gals.).
 NZ0289
 NZ0289.The modeled gravity was interpolated from observed gravity values.
 NZ0289
 NZ0289;                    North         East    Units  Estimated Accuracy
 NZ0289;SPC OR S     -   112,670.    1,309,610.      MT  (+/- 180 meters Scaled)
 NZ0289
 NZ0289                          SUPERSEDED SURVEY CONTROL
 NZ0289
 NZ0289  NGVD 29 (??/??/92)  449.475  (m)         1474.65   (f) ADJ UNCH    2 0
 NZ0289
 NZ0289.Superseded values are not recommended for survey control.
 NZ0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0289.See file dsdata.txt to determine how the superseded data were derived.
 NZ0289
 NZ0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN145227(NAD 83)
 NZ0289_MARKER: DD = SURVEY DISK
 NZ0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ0289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NZ0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0289+STABILITY: SURFACE MOTION
 NZ0289
 NZ0289  HISTORY     - Date     Condition        Report By
 NZ0289  HISTORY     - UNK      MONUMENTED       BPR
 NZ0289  HISTORY     - 1949     GOOD             NGS
 NZ0289  HISTORY     - 1960     GOOD             NGS
 NZ0289
 NZ0289                          STATION DESCRIPTION
 NZ0289
 NZ0289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 NZ0289'0.9 MI N FROM TRAIL.
 NZ0289'0.9 MILE NORTH ALONG STATE HIGHWAY 227 FROM THE POST OFFICE AT TRAIL,
 NZ0289'ABOUT 62 YARDS WEST OF A STATE HIGHWAY DEPARTMENT GRAVEL PILE, 96.5
 NZ0289'FEET WEST OF A FENCE, 51 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 NZ0289'ABOUT 3 FEET LOWER THAN THE HIGHWAY, 2.4 FEET WEST OF A WITNESS POST,
 NZ0289'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE
 NZ0289'GROUND.
 NZ0289
 NZ0289                          STATION RECOVERY (1960)
 NZ0289
 NZ0289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 NZ0289'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3595 ***********************************************************************
 RD3595  DESIGNATION -  11
 RD3595  PID         -  RD3595
 RD3595  STATE/COUNTY-  OR/MULTNOMAH
 RD3595  USGS QUAD   -  SAUVIE ISLAND (1990)
 RD3595
 RD3595                         *CURRENT SURVEY CONTROL
 RD3595  ___________________________________________________________________
 RD3595* NAD 83(1991)-  45 38 24.11539(N)    122 46 31.91365(W)     ADJUSTED  
 RD3595* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 RD3595  ___________________________________________________________________
 RD3595  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 RD3595  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 RD3595  HORZ ORDER  -  THIRD
 RD3595
 RD3595.The horizontal coordinates were established by classical geodetic methods
 RD3595.and adjusted by the National Geodetic Survey in October 1991.
 RD3595
 RD3595.The orthometric height was scaled from a topographic map.
 RD3595
 RD3595.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3595
 RD3595.The geoid height was determined by GEOID03.
 RD3595
 RD3595;                    North         East     Units Scale Factor Converg.
 RD3595;SPC OR N     -   221,784.732 2,322,626.416   MT  0.99992839   -1 36 49.6
 RD3595;SPC OR N     -   727,640.20  7,620,165.41   iFT  0.99992839   -1 36 49.6
 RD3595;SPC WA S     -    36,649.234   322,606.102   MT  1.00004941   -1 39 10.6
 RD3595;SPC WA S     -   120,240.03  1,058,416.85   sFT  1.00004941   -1 39 10.6
 RD3595;UTM  10      - 5,054,078.349   517,493.475   MT  0.99960376   +0 09 37.8
 RD3595
 RD3595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3595!SPC OR N     -   1.00000326  x   0.99992839  =   0.99993165
 RD3595!SPC WA S     -   1.00000326  x   1.00004941  =   1.00005267
 RD3595!UTM  10      -   1.00000326  x   0.99960376  =   0.99960701
 RD3595
 RD3595:                Primary Azimuth Mark                     Grid Az
 RD3595:SPC OR N     -  10                                       005 14 18.9
 RD3595:SPC WA S     -  10                                       005 16 39.9
 RD3595:UTM  10      -  10                                       003 27 51.5
 RD3595
 RD3595|---------------------------------------------------------------------|
 RD3595| PID    Reference Object                     Distance      Geod. Az  |
 RD3595|                                                           dddmmss.s |
 RD3595| RD3594 10                                  APPROX. 0.6 KM 0033729.3 |
 RD3595| RD3585 13                                  314.430 METERS 22846     |
 RD3595| RD3600 12                                  381.970 METERS 32107     |
 RD3595|---------------------------------------------------------------------|
 RD3595
 RD3595                          SUPERSEDED SURVEY CONTROL
 RD3595
 RD3595  NAD 83(1986)-  45 38 24.13454(N)    122 46 31.91529(W) AD(       ) 3
 RD3595  NAD 27      -  45 38 24.71300(N)    122 46 27.55100(W) AD(       ) 3
 RD3595
 RD3595.Superseded values are not recommended for survey control.
 RD3595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3595.See file dsdata.txt to determine how the superseded data were derived.
 RD3595
 RD3595_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1749354078(NAD 83)
 RD3595
 RD3595  HISTORY     - Date     Condition        Report By
 RD3595  HISTORY     - 1899     MONUMENTED       USE
 RD3595  HISTORY     - 1960     SEE DESCRIPTION  CGS
 RD3595  HISTORY     - 19940423 MARK NOT FOUND   USPSQD
 RD3595
 RD3595                          STATION DESCRIPTION
 RD3595
 RD3595'DESCRIBED BY US ENGINEERS 1899
 RD3595'THE STATION IS MARKED BY A PIPE.
 RD3595
 RD3595                          STATION RECOVERY (1960)
 RD3595
 RD3595'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ANS)
 RD3595'STATION WAS MARKED BY A PIPE.  THERE IS NOW A LEVEE AT THIS AREA
 RD3595'WHERE THIS STATION WAS.
 RD3595'
 RD3595'IT IS QUITE CERTAIN THAT THIS STATION HAS BEEN DESTROYED.
 RD3595
 RD3595                          STATION RECOVERY (1994)
 RD3595
 RD3595'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD3595'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD4065 ***********************************************************************
 RD4065  DESIGNATION -  11
 RD4065  PID         -  RD4065
 RD4065  STATE/COUNTY-  OR/COLUMBIA
 RD4065  USGS QUAD   -  ST HELENS (1990)
 RD4065
 RD4065                         *CURRENT SURVEY CONTROL
 RD4065  ___________________________________________________________________
 RD4065* NAD 83(1991)-  45 50 12.29889(N)    122 47 43.00840(W)     ADJUSTED  
 RD4065* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 RD4065  ___________________________________________________________________
 RD4065  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 RD4065  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 RD4065  HORZ ORDER  -  THIRD
 RD4065
 RD4065.The horizontal coordinates were established by classical geodetic methods
 RD4065.and adjusted by the National Geodetic Survey in October 1991.
 RD4065
 RD4065.The orthometric height was scaled from a topographic map.
 RD4065
 RD4065.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD4065
 RD4065.The geoid height was determined by GEOID03.
 RD4065
 RD4065;                    North         East     Units Scale Factor Converg.
 RD4065;SPC OR N     -   243,682.661 2,321,708.518   MT  0.99996259   -1 37 40.0
 RD4065;SPC OR N     -   799,483.80  7,617,153.93   iFT  0.99996259   -1 37 40.0
 RD4065;SPC WA S     -    58,549.514   321,703.165   MT  0.99999923   -1 40 02.2
 RD4065;SPC WA S     -   192,091.20  1,055,454.47   sFT  0.99999923   -1 40 02.2
 RD4065;UTM  10      - 5,075,929.898   515,898.488   MT  0.99960311   +0 08 48.7
 RD4065
 RD4065!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD4065!SPC OR N     -   1.00000288  x   0.99996259  =   0.99996547
 RD4065!SPC WA S     -   1.00000288  x   0.99999923  =   1.00000211
 RD4065!UTM  10      -   1.00000288  x   0.99960311  =   0.99960599
 RD4065
 RD4065:                Primary Azimuth Mark                     Grid Az
 RD4065:SPC OR N     -  TEN USE 1912                             098 24 20.1
 RD4065:SPC WA S     -  TEN USE 1912                             098 26 42.3
 RD4065:UTM  10      -  TEN USE 1912                             096 37 51.4
 RD4065
 RD4065|---------------------------------------------------------------------|
 RD4065| PID    Reference Object                     Distance      Geod. Az  |
 RD4065|                                                           dddmmss.s |
 RD4065| RD4074 TEN USE 1912                        APPROX. 0.8 KM 0964640.1 |
 RD4065| RD4036 HENRICI LANDING F RANGE LIGHT       APPROX. 2.7 KM 1845218.5 |
 RD4065| CE1340 11 RM 1                              30.270 METERS 20617     |
 RD4065|---------------------------------------------------------------------|
 RD4065
 RD4065                          SUPERSEDED SURVEY CONTROL
 RD4065
 RD4065  NAD 83(1986)-  45 50 12.31877(N)    122 47 43.00638(W) AD(       ) 3
 RD4065  NAD 27      -  45 50 12.90200(N)    122 47 38.63900(W) AD(       ) 3
 RD4065
 RD4065.Superseded values are not recommended for survey control.
 RD4065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4065.See file dsdata.txt to determine how the superseded data were derived.
 RD4065
 RD4065_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1589875930(NAD 83)
 RD4065_MARKER: Z = SEE DESCRIPTION
 RD4065_SETTING: 0 = UNSPECIFIED SETTING
 RD4065
 RD4065  HISTORY     - Date     Condition        Report By
 RD4065  HISTORY     - 1912     MONUMENTED       USE
 RD4065  HISTORY     - 1934     SEE DESCRIPTION  CGS
 RD4065  HISTORY     - 1946     SEE DESCRIPTION  CGS
 RD4065
 RD4065                          STATION DESCRIPTION
 RD4065
 RD4065'DESCRIBED BY US ENGINEERS 1912
 RD4065'THE STATION IS MARKED BY AN IRON PIPE 3 FEET LONG SET IN
 RD4065'A CONCRETE PIER ABOUT 1 FOOT SQUARE AND 8 INCHES
 RD4065'DEEP.  THE TOP OF THE PIER BEARS THE INSCRIPTION U.S.E. AND
 RD4065'NAME OR ABBREVIATION OF NAME OF STATION.  THE PIPE EXTENDS
 RD4065'ABOUT 6 INCHES ABOVE THE PIER AND IN ITS TOP IS A STANDARD
 RD4065'U.S.E. DISK SET IN CEMENT.  STATION MARK IS 9 METERS FROM
 RD4065'THE SHORE LINE.  THE REFERENCE MARK IS MARKED BY A STANDARD
 RD4065'DISK SET IN AN IRREGULAR PIER OF CONCRETE, PROJECTING
 RD4065'FROM 6 TO 8 INCHES ABOVE THE SURFACE OF THE GROUND.  THERE
 RD4065'IS NO UNDERGROUND MARK.  THE FOLLOWING DISTANCES AND
 RD4065'DIRECTIONS ARE GIVEN--TO BLAZE ON COTTONWOOD TREE DISTANT
 RD4065'22.65 METERS IN AZIMUTH 12 DEG 18 MIN, TO A TRIANGULAR
 RD4065'BLAZE ON A COTTONWOOD TREE DISTANT 17.70 METERS IN AZIMUTH
 RD4065'139 DEG 39 MIN, AND TO AN ENGINEERS BLAZE NE BY N 13.29
 RD4065'METERS.
 RD4065
 RD4065                          STATION RECOVERY (1934)
 RD4065
 RD4065'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (GRJ)
 RD4065'STATION IS ON THE W BANK OF THE COLUMBIA RIVER AND ON THE
 RD4065'E SIDE OF SAUVIE ISLAND AT A POINT ABOUT 1 MILE S OF WARRIOR
 RD4065'ROCK LIGHT STATION.
 RD4065'
 RD4065'THE STATION IS MARKED BY A U.S. ENGINEER STANDARD DISK SET
 RD4065'IN A SECTION OF PIPE SET IN A CONCRETE BLOCK.
 RD4065'
 RD4065'A REFERENCE MARK CONSISTING OF A DISK IN A PIPE SET IN
 RD4065'CONCRETE IS 30.27 METERS (99.3 FEET) S OF THE STATION IN
 RD4065'AZIMUTH 26 DEG 17 MIN 08 SEC.  A COTTONWOOD TREE BLAZED
 RD4065'WITH A TRIANGLE IS 17.70 METERS (58.1 FEET) NW OF THE
 RD4065'STATION IN AZIMUTH 139 DEG 39 MIN.
 RD4065'
 RD4065'OTHER TREES MENTIONED IN DESCRIPTION HAVE DISAPPEARED.
 RD4065
 RD4065                          STATION RECOVERY (1946)
 RD4065
 RD4065'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAE)
 RD4065'A THOROUGH SEARCH WAS MADE FOR THIS STATION BUT IT COULD NOT
 RD4065'BE FOUND.
 RD4065'
 RD4065'A U.S.E. SKETCH SHOWS THE STATION AS GONE.  IT IS RECOMMENDED
 RD4065'THAT THE STATION BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0615 ***********************************************************************
 NW0615  DESIGNATION -  11 BKC
 NW0615  PID         -  NW0615
 NW0615  STATE/COUNTY-  OR/MALHEUR
 NW0615  USGS QUAD   -  SKULL CREEK (1980)
 NW0615
 NW0615                         *CURRENT SURVEY CONTROL
 NW0615  ___________________________________________________________________
 NW0615* NAD 83(1986)-  42 38 56.     (N)    117 17 40.     (W)     SCALED    
 NW0615* NAVD 88     -      1456.301  (meters)    4777.88   (feet)  ADJUSTED  
 NW0615  ___________________________________________________________________
 NW0615  GEOID HEIGHT-         -17.52  (meters)                     GEOID03
 NW0615  DYNAMIC HT  -        1455.437 (meters)    4775.05  (feet)  COMP
 NW0615  MODELED GRAV-     979,976.4   (mgal)                       NAVD 88
 NW0615
 NW0615  VERT ORDER  -  SECOND    CLASS 0
 NW0615
 NW0615.The horizontal coordinates were scaled from a topographic map and have
 NW0615.an estimated accuracy of +/- 6 seconds.
 NW0615
 NW0615.The orthometric height was determined by differential leveling
 NW0615.and adjusted in August 1995.
 NW0615
 NW0615.The geoid height was determined by GEOID03.
 NW0615
 NW0615.The dynamic height is computed by dividing the NAVD 88
 NW0615.geopotential number by the normal gravity value computed on the
 NW0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0615.degrees latitude (g = 980.6199 gals.).
 NW0615
 NW0615.The modeled gravity was interpolated from observed gravity values.
 NW0615
 NW0615;                    North         East    Units  Estimated Accuracy
 NW0615;SPC OR S     -   114,140.    1,762,790.      MT  (+/- 180 meters Scaled)
 NW0615
 NW0615                          SUPERSEDED SURVEY CONTROL
 NW0615
 NW0615.No superseded survey control is available for this station.
 NW0615
 NW0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH758218(NAD 83)
 NW0615_MARKER: DB = BENCH MARK DISK
 NW0615_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0615_SP_SET: COPPER-CLAD STEEL ROD
 NW0615_STAMPING: 11 BKC 1973 4774
 NW0615_MARK LOGO: USGS  
 NW0615_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0615_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0615_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0615+SATELLITE: SATELLITE OBSERVATIONS - 1973
 NW0615
 NW0615  HISTORY     - Date     Condition        Report By
 NW0615  HISTORY     - 1973     MONUMENTED       USGS
 NW0615
 NW0615                          STATION DESCRIPTION
 NW0615
 NW0615'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 NW0615'FROM ROME, OREGON PROCEED 25.3 MILES SOUTH AND SOUTHEAST ALONG A
 NW0615'TRACK ROAD, ON A SMALL RIDGE, 26 FEET NORTHWEST OF THE CENTERLINE OF
 NW0615'THE ROAD, SET ON 5/8-INCH COPPER-COATED ROD DRIVEN TO REFUSAL (ROD
 NW0615'DEPTH UNKNOWN), WITH THE TOP ENCASED IN A 6-INCH DRAINPIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2682 ***********************************************************************
 QE2682  DESIGNATION -  11 KJO
 QE2682  PID         -  QE2682
 QE2682  STATE/COUNTY-  OR/LINCOLN
 QE2682  USGS QUAD   -  HARLAN (1984)
 QE2682
 QE2682                         *CURRENT SURVEY CONTROL
 QE2682  ___________________________________________________________________
 QE2682* NAD 83(1986)-  44 35 39.     (N)    123 39 06.     (W)     SCALED    
 QE2682* NAVD 88     -       296.484  (meters)     972.71   (feet)  ADJUSTED  
 QE2682  ___________________________________________________________________
 QE2682  GEOID HEIGHT-         -22.08  (meters)                     GEOID03
 QE2682  DYNAMIC HT  -         296.475 (meters)     972.69  (feet)  COMP
 QE2682  MODELED GRAV-     980,574.8   (mgal)                       NAVD 88
 QE2682
 QE2682  VERT ORDER  -  SECOND    CLASS I
 QE2682
 QE2682.The horizontal coordinates were scaled from a topographic map and have
 QE2682.an estimated accuracy of +/- 6 seconds.
 QE2682
 QE2682.The orthometric height was determined by differential leveling
 QE2682.and adjusted in August 1995.
 QE2682
 QE2682.The geoid height was determined by GEOID03.
 QE2682
 QE2682.The dynamic height is computed by dividing the NAVD 88
 QE2682.geopotential number by the normal gravity value computed on the
 QE2682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE2682.degrees latitude (g = 980.6199 gals.).
 QE2682
 QE2682.The modeled gravity was interpolated from observed gravity values.
 QE2682
 QE2682;                    North         East    Units  Estimated Accuracy
 QE2682;SPC OR N     -   107,950.    2,249,830.      MT  (+/- 180 meters Scaled)
 QE2682
 QE2682                          SUPERSEDED SURVEY CONTROL
 QE2682
 QE2682.No superseded survey control is available for this station.
 QE2682
 QE2682_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ482380(NAD 83)
 QE2682_MARKER: DB = BENCH MARK DISK
 QE2682_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QE2682_SP_SET: COPPER-CLAD STEEL ROD
 QE2682_STAMPING: 11 KJO 1979 969
 QE2682_MARK LOGO: USGS  
 QE2682_PROJECTION: PROJECTING 8 CENTIMETERS
 QE2682_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE2682_ROD/PIPE-DEPTH: 10.7 meters
 QE2682
 QE2682  HISTORY     - Date     Condition        Report By
 QE2682  HISTORY     - 1979     MONUMENTED       USGS
 QE2682
 QE2682                          STATION DESCRIPTION
 QE2682
 QE2682'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 QE2682'3.5 KM (2.20 MI) SW FROM BURNT WOODS.
 QE2682'BURNT WOODS, 2.2 MI SW OF.  0.10 MI W OF SUMMIT, ON OUTSIDE OF AND AT
 QE2682'MIDDLE OF LONG CURVE, 293 FT NW OF T-RD, 32 FT NW OF CENTERLINE OF
 QE2682'RD, 11 FT SE OF 20-INCH DIAMETER FIR TREE.
 QE2682'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0782 ***********************************************************************
 PA0782  DESIGNATION -  11 LRC
 PA0782  PID         -  PA0782
 PA0782  STATE/COUNTY-  OR/HARNEY
 PA0782  USGS QUAD   -  LITTLE JUNIPER MTN (1984)
 PA0782
 PA0782                         *CURRENT SURVEY CONTROL
 PA0782  ___________________________________________________________________
 PA0782* NAD 83(1986)-  43 09 20.     (N)    119 47 46.     (W)     SCALED    
 PA0782* NAVD 88     -      1499.305  (meters)    4918.97   (feet)  ADJUSTED  
 PA0782  ___________________________________________________________________
 PA0782  GEOID HEIGHT-         -19.77  (meters)                     GEOID03
 PA0782  DYNAMIC HT  -        1498.459 (meters)    4916.19  (feet)  COMP
 PA0782  MODELED GRAV-     980,003.1   (mgal)                       NAVD 88
 PA0782
 PA0782  VERT ORDER  -  SECOND    CLASS 0
 PA0782
 PA0782.The horizontal coordinates were scaled from a topographic map and have
 PA0782.an estimated accuracy of +/- 6 seconds.
 PA0782
 PA0782.The orthometric height was determined by differential leveling
 PA0782.and adjusted in August 1995.
 PA0782
 PA0782.The geoid height was determined by GEOID03.
 PA0782
 PA0782.The dynamic height is computed by dividing the NAVD 88
 PA0782.geopotential number by the normal gravity value computed on the
 PA0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0782.degrees latitude (g = 980.6199 gals.).
 PA0782
 PA0782.The modeled gravity was interpolated from observed gravity values.
 PA0782
 PA0782;                    North         East    Units  Estimated Accuracy
 PA0782;SPC OR S     -   165,630.    1,557,240.      MT  (+/- 180 meters Scaled)
 PA0782
 PA0782                          SUPERSEDED SURVEY CONTROL
 PA0782
 PA0782.No superseded survey control is available for this station.
 PA0782
 PA0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKH726818(NAD 83)
 PA0782_MARKER: DB = BENCH MARK DISK
 PA0782_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 PA0782_SP_SET: UNSPECIFIED ROCK
 PA0782_STAMPING: 11 LRC 1970 4915
 PA0782_MARK LOGO: USGS  
 PA0782_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PA0782_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PA0782
 PA0782  HISTORY     - Date     Condition        Report By
 PA0782  HISTORY     - 1970     MONUMENTED       USGS
 PA0782
 PA0782                          STATION DESCRIPTION
 PA0782
 PA0782'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 PA0782'FROM WAGONTIRE, OREGON, PROCEED 4.5 MILES SOUTHWEST ALONG U S HIGHWAY
 PA0782'395 TO DRY VALLEY ROAD, THENCE 6.7 MILES SOUTH ALONG DRY VALLEY ROAD
 PA0782'TO THE EAST BANK OF A DEEP GULCH, 104 FEET WEST OF A LONE TREE AT THE
 PA0782'ROAD EDGE, 60 FEET SOUTH OF AND 5 FEET HIGHER THAN THE CENTERLINE OF
 PA0782'THE ROAD, AT RIGHT ANGLES TO THE CENTERLINE OF THE ROAD, 3 FEET
 PA0782'NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0147 ***********************************************************************
 PC0147  DESIGNATION -  11 M
 PC0147  PID         -  PC0147
 PC0147  STATE/COUNTY-  OR/DOUGLAS
 PC0147  USGS QUAD   -  MACE MOUNTAIN (1989)
 PC0147
 PC0147                         *CURRENT SURVEY CONTROL
 PC0147  ___________________________________________________________________
 PC0147* NAD 83(1986)-  43 20 13.     (N)    122 46 21.     (W)     SCALED    
 PC0147* NAVD 88     -       377.324  (meters)    1237.94   (feet)  ADJUSTED  
 PC0147  ___________________________________________________________________
 PC0147  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 PC0147  DYNAMIC HT  -         377.201 (meters)    1237.53  (feet)  COMP
 PC0147  MODELED GRAV-     980,284.3   (mgal)                       NAVD 88
 PC0147
 PC0147  VERT ORDER  -  FIRST     CLASS II
 PC0147
 PC0147.The horizontal coordinates were scaled from a topographic map and have
 PC0147.an estimated accuracy of +/- 6 seconds.
 PC0147
 PC0147.The orthometric height was determined by differential leveling
 PC0147.and adjusted in June 1991.
 PC0147
 PC0147.The geoid height was determined by GEOID03.
 PC0147
 PC0147.The dynamic height is computed by dividing the NAVD 88
 PC0147.geopotential number by the normal gravity value computed on the
 PC0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0147.degrees latitude (g = 980.6199 gals.).
 PC0147
 PC0147.The modeled gravity was interpolated from observed gravity values.
 PC0147
 PC0147;                    North         East    Units  Estimated Accuracy
 PC0147;SPC OR S     -   188,040.    1,315,760.      MT  (+/- 180 meters Scaled)
 PC0147
 PC0147                          SUPERSEDED SURVEY CONTROL
 PC0147
 PC0147  NGVD 29 (??/??/92)  376.199  (m)         1234.25   (f) ADJ UNCH    1 2
 PC0147
 PC0147.Superseded values are not recommended for survey control.
 PC0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0147.See file dsdata.txt to determine how the superseded data were derived.
 PC0147
 PC0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN184982(NAD 83)
 PC0147_MARKER: DD = SURVEY DISK
 PC0147_SETTING: 66 = SET IN ROCK OUTCROP
 PC0147_SP_SET: OUTCROP
 PC0147_STAMPING: 11 M 1935
 PC0147_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PC0147+STABILITY: POSITION/ELEVATION WELL
 PC0147
 PC0147  HISTORY     - Date     Condition        Report By
 PC0147  HISTORY     - 1935     MONUMENTED       USGS
 PC0147  HISTORY     - 1941     GOOD             NGS
 PC0147  HISTORY     - 19841024 MARK NOT FOUND   USPSQD
 PC0147
 PC0147                          STATION DESCRIPTION
 PC0147
 PC0147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 PC0147'17.8 MI E FROM IDLEYLD PARK.
 PC0147'ABOUT 17.8 MILES EAST FROM IDLEYLD PARK ON ROD TO DIAMOND LAKE,
 PC0147'OPPOSITE TIMBER CREEK, AT ANGLE IN ROAD, AT DRAIN, 9 FEET NORTH OF
 PC0147'ROAD, IN ROCK OUTCROP.  WITNESS POST SET BY MARK.
 PC0147
 PC0147                          STATION RECOVERY (1984)
 PC0147
 PC0147'RECOVERY NOTE BY US POWER SQUADRON 1984 (KJO)
 PC0147'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0125 ***********************************************************************
 QE0125  DESIGNATION -  11 M
 QE0125  PID         -  QE0125
 QE0125  STATE/COUNTY-  OR/LANE
 QE0125  USGS QUAD   -  BLUE RIVER (1989)
 QE0125
 QE0125                         *CURRENT SURVEY CONTROL
 QE0125  ___________________________________________________________________
 QE0125* NAD 83(1986)-  44 09 15.     (N)    122 20 23.     (W)     SCALED    
 QE0125* NAVD 88     -       321.629  (meters)    1055.21   (feet)  POSTED    
 QE0125  ___________________________________________________________________
 QE0125  GEOID HEIGHT-         -22.50  (meters)                     GEOID03
 QE0125  DYNAMIC HT  -         321.550 (meters)    1054.95  (feet)  COMP
 QE0125  MODELED GRAV-     980,377.7   (mgal)                       NAVD 88
 QE0125
 QE0125  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 QE0125
 QE0125.The horizontal coordinates were scaled from a topographic map and have
 QE0125.an estimated accuracy of +/- 6 seconds.
 QE0125
 QE0125.The orthometric height was determined by differential leveling
 QE0125.and adjusted by the  in 1992.
 QE0125.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 QE0125.rate of 2.1 thru 3.0 mm/km.
 QE0125
 QE0125.The geoid height was determined by GEOID03.
 QE0125
 QE0125.The dynamic height is computed by dividing the NAVD 88
 QE0125.geopotential number by the normal gravity value computed on the
 QE0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0125.degrees latitude (g = 980.6199 gals.).
 QE0125
 QE0125.The modeled gravity was interpolated from observed gravity values.
 QE0125
 QE0125;                    North         East    Units  Estimated Accuracy
 QE0125;SPC OR S     -   277,950.    1,352,830.      MT  (+/- 180 meters Scaled)
 QE0125
 QE0125                          SUPERSEDED SURVEY CONTROL
 QE0125
 QE0125  NGVD 29 (??/??/92)  320.493  (m)         1051.48   (f) ADJ UNCH    1 2
 QE0125
 QE0125.Superseded values are not recommended for survey control.
 QE0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0125.See file dsdata.txt to determine how the superseded data were derived.
 QE0125
 QE0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP528892(NAD 83)
 QE0125_MARKER: DD = SURVEY DISK
 QE0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0125_STAMPING: 11M 1927
 QE0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0125+STABILITY: SURFACE MOTION
 QE0125
 QE0125  HISTORY     - Date     Condition        Report By
 QE0125  HISTORY     - 1927     MONUMENTED       USGS
 QE0125  HISTORY     - 1930     GOOD             NGS
 QE0125
 QE0125                          STATION DESCRIPTION
 QE0125
 QE0125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1930
 QE0125'IN BLUE RIVER.
 QE0125'12 FEET NORTH OF NORTHEAST CORNER OF POST OFFICE, 140 FEET SOUTH OF
 QE0125'SOUTH END OF BRIDGE, 40 FEET WEST OF HIGHWAY, IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0969 ***********************************************************************
 RA0969  DESIGNATION -  11 N
 RA0969  PID         -  RA0969
 RA0969  STATE/COUNTY-  OR/BAKER
 RA0969  USGS QUAD   -  HOMESTEAD (1990)
 RA0969
 RA0969                         *CURRENT SURVEY CONTROL
 RA0969  ___________________________________________________________________
 RA0969* NAD 83(1986)-  45 01 02.     (N)    116 50 50.     (W)     SCALED    
 RA0969* NAVD 88     -       516.421  (meters)    1694.29   (feet)  ADJUSTED  
 RA0969  ___________________________________________________________________
 RA0969  GEOID HEIGHT-         -16.00  (meters)                     GEOID03
 RA0969  DYNAMIC HT  -         516.284 (meters)    1693.84  (feet)  COMP
 RA0969  MODELED GRAV-     980,337.2   (mgal)                       NAVD 88
 RA0969
 RA0969  VERT ORDER  -  SECOND    CLASS 0
 RA0969
 RA0969.The horizontal coordinates were scaled from a topographic map and have
 RA0969.an estimated accuracy of +/- 6 seconds.
 RA0969
 RA0969.The orthometric height was determined by differential leveling
 RA0969.and adjusted in June 1991.
 RA0969
 RA0969.The geoid height was determined by GEOID03.
 RA0969
 RA0969.The dynamic height is computed by dividing the NAVD 88
 RA0969.geopotential number by the normal gravity value computed on the
 RA0969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0969.degrees latitude (g = 980.6199 gals.).
 RA0969
 RA0969.The modeled gravity was interpolated from observed gravity values.
 RA0969
 RA0969;                    North         East    Units  Estimated Accuracy
 RA0969;SPC OR N     -   156,580.    2,787,800.      MT  (+/- 180 meters Scaled)
 RA0969
 RA0969                          SUPERSEDED SURVEY CONTROL
 RA0969
 RA0969  NGVD 29 (??/??/92)  515.384  (m)         1690.89   (f) ADJ UNCH    2 0
 RA0969
 RA0969.Superseded values are not recommended for survey control.
 RA0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0969.See file dsdata.txt to determine how the superseded data were derived.
 RA0969
 RA0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK120848(NAD 83)
 RA0969_MARKER: B = BOLT
 RA0969_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RA0969_SP_SET: BRIDGE
 RA0969_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RA0969
 RA0969  HISTORY     - Date     Condition        Report By
 RA0969  HISTORY     - UNK      MONUMENTED       DOD
 RA0969  HISTORY     - 1946     GOOD             NGS
 RA0969
 RA0969                          STATION DESCRIPTION
 RA0969
 RA0969'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RA0969'1.05 MI S FROM HOMESTEAD.
 RA0969'ALONG THE HOMESTEAD-ROBINETTE ROAD.  1.05 MILE SOUTH OF THE POST
 RA0969'OFFICE AT HOMESTEAD, AT THE NORTH END OF A WOODEN BRIDGE OVER A DRY
 RA0969'WASH, 1.6 FEET BELOW THE TOP OF AND 0.8 FOOT WEST OF THE WEST EDGE OF
 RA0969'THE FLOOR OF THE BRIDGE, THE HEAD OF A GALVANIZED IRON SPIKE (DRIFT
 RA0969'BOLT) DRIVEN IN THE TOP OF AND 0.5 FOOT NORTHEAST OF THE SOUTHWEST
 RA0969'CORNER OF THE WEST END OF A 12X12 INCH WOODEN SILL ACROSS THE NORTH
 RA0969'END OF THE BRIDGE, PAINTED USSBM NO. 11.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0850 ***********************************************************************
 PB0850  DESIGNATION -  11 PSM
 PB0850  PID         -  PB0850
 PB0850  STATE/COUNTY-  OR/LAKE
 PB0850  USGS QUAD   -  WALKER BUTTE (1983)
 PB0850
 PB0850                         *CURRENT SURVEY CONTROL
 PB0850  ___________________________________________________________________
 PB0850* NAD 83(1986)-  43 31 02.     (N)    120 39 46.     (W)     SCALED    
 PB0850* NAVD 88     -      1387.423  (meters)    4551.90   (feet)  ADJUSTED  
 PB0850  ___________________________________________________________________
 PB0850  GEOID HEIGHT-         -20.25  (meters)                     GEOID03
 PB0850  DYNAMIC HT  -        1386.716 (meters)    4549.58  (feet)  COMP
 PB0850  MODELED GRAV-     980,061.2   (mgal)                       NAVD 88
 PB0850
 PB0850  VERT ORDER  -  THIRD
 PB0850
 PB0850.The horizontal coordinates were scaled from a topographic map and have
 PB0850.an estimated accuracy of +/- 6 seconds.
 PB0850
 PB0850.The orthometric height was determined by differential leveling
 PB0850.and adjusted in August 1995.
 PB0850
 PB0850.The geoid height was determined by GEOID03.
 PB0850
 PB0850.The dynamic height is computed by dividing the NAVD 88
 PB0850.geopotential number by the normal gravity value computed on the
 PB0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0850.degrees latitude (g = 980.6199 gals.).
 PB0850
 PB0850.The modeled gravity was interpolated from observed gravity values.
 PB0850
 PB0850;                    North         East    Units  Estimated Accuracy
 PB0850;SPC OR S     -   205,580.    1,486,840.      MT  (+/- 180 meters Scaled)
 PB0850
 PB0850                          SUPERSEDED SURVEY CONTROL
 PB0850
 PB0850.No superseded survey control is available for this station.
 PB0850
 PB0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP889209(NAD 83)
 PB0850_MARKER: DB = BENCH MARK DISK
 PB0850_SETTING: 66 = SET IN ROCK OUTCROP
 PB0850_SP_SET: BEDROCK
 PB0850_STAMPING: 11 PSM 1978 4548
 PB0850_MARK LOGO: USGS  
 PB0850_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PB0850+STABILITY: POSITION/ELEVATION WELL
 PB0850
 PB0850  HISTORY     - Date     Condition        Report By
 PB0850  HISTORY     - 1978     MONUMENTED       USGS
 PB0850
 PB0850                          STATION DESCRIPTION
 PB0850
 PB0850'DESCRIBED BY US GEOLOGICAL SURVEY 1978
 PB0850'42.8 KM (26.60 MI) NORTH FROM CHRISTMAS VALLEY.
 PB0850'CHRISTMAS VALLEY PO, 2.0 MI E OF, THENCE 24.6 MI N ALONG MILLICAN RD.
 PB0850'IN SEC 3 T24S R17E, AT BEND IN ROAD ON HILL, 133 FT W OF RD WHERE
 PB0850'DRAIN LEAVES RD, 19 FT E OF SMALL JUNIPER TREE WITN WITNESS SIGN.
 PB0850'THE MARK IS 5 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0693 ***********************************************************************
 NW0693  DESIGNATION -  11 RTV
 NW0693  PID         -  NW0693
 NW0693  STATE/COUNTY-  OR/MALHEUR
 NW0693  USGS QUAD   -  JACKSON SUMMIT (1982)
 NW0693
 NW0693                         *CURRENT SURVEY CONTROL
 NW0693  ___________________________________________________________________
 NW0693* NAD 83(1986)-  42 13 47.     (N)    117 40 09.     (W)     SCALED    
 NW0693* NAVD 88     -      1916.539  (meters)    6287.85   (feet)  ADJUSTED  
 NW0693  ___________________________________________________________________
 NW0693  GEOID HEIGHT-         -18.11  (meters)                     GEOID03
 NW0693  DYNAMIC HT  -        1915.209 (meters)    6283.48  (feet)  COMP
 NW0693  MODELED GRAV-     979,858.1   (mgal)                       NAVD 88
 NW0693
 NW0693  VERT ORDER  -  SECOND    CLASS 0
 NW0693
 NW0693.The horizontal coordinates were scaled from a topographic map and have
 NW0693.an estimated accuracy of +/- 6 seconds.
 NW0693
 NW0693.The orthometric height was determined by differential leveling
 NW0693.and adjusted in August 1995.
 NW0693
 NW0693.The geoid height was determined by GEOID03.
 NW0693
 NW0693.The dynamic height is computed by dividing the NAVD 88
 NW0693.geopotential number by the normal gravity value computed on the
 NW0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0693.degrees latitude (g = 980.6199 gals.).
 NW0693
 NW0693.The modeled gravity was interpolated from observed gravity values.
 NW0693
 NW0693;                    North         East    Units  Estimated Accuracy
 NW0693;SPC OR S     -    66,500.    1,733,650.      MT  (+/- 180 meters Scaled)
 NW0693
 NW0693                          SUPERSEDED SURVEY CONTROL
 NW0693
 NW0693.No superseded survey control is available for this station.
 NW0693
 NW0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG447754(NAD 83)
 NW0693_MARKER: DB = BENCH MARK DISK
 NW0693_SETTING: 66 = SET IN ROCK OUTCROP
 NW0693_SP_SET: BEDROCK
 NW0693_STAMPING: 11 RTV 1979
 NW0693_MARK LOGO: USGS  
 NW0693_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0693_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0693+STABILITY: POSITION/ELEVATION WELL
 NW0693
 NW0693  HISTORY     - Date     Condition        Report By
 NW0693  HISTORY     - 1979     MONUMENTED       USGS
 NW0693
 NW0693                          STATION DESCRIPTION
 NW0693
 NW0693'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 NW0693'FROM THE MCDERMITT, NEVADA POST OFFICE, PROCEED 15.3 MILES NORTH
 NW0693'ALONG U S HIGHWAY 95, THENCE 7.15 MILES EAST, 542 FEET SOUTH OF A
 NW0693'Y-ROAD, 53 FEET WEST OF THE CENTERLINE OF THE ROAD, SET ON 1.5 FEET
 NW0693'OF COPPER-COATED ROD CEMENTED IN BEDROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0024 ***********************************************************************
 QE0024  DESIGNATION -  11 S
 QE0024  PID         -  QE0024
 QE0024  STATE/COUNTY-  OR/MARION
 QE0024  USGS QUAD   -  DETROIT (1994)
 QE0024
 QE0024                         *CURRENT SURVEY CONTROL
 QE0024  ___________________________________________________________________
 QE0024* NAD 83(1986)-  44 41 45.     (N)    122 12 47.     (W)     SCALED    
 QE0024* NAVD 88     -       394.846  (meters)    1295.42   (feet)  ADJUSTED  
 QE0024  ___________________________________________________________________
 QE0024  GEOID HEIGHT-         -21.99  (meters)                     GEOID03
 QE0024  DYNAMIC HT  -         394.754 (meters)    1295.12  (feet)  COMP
 QE0024  MODELED GRAV-     980,376.0   (mgal)                       NAVD 88
 QE0024
 QE0024  VERT ORDER  -  FIRST     CLASS II
 QE0024
 QE0024.The horizontal coordinates were scaled from a topographic map and have
 QE0024.an estimated accuracy of +/- 6 seconds.
 QE0024
 QE0024.The orthometric height was determined by differential leveling
 QE0024.and adjusted in June 1991.
 QE0024
 QE0024.The geoid height was determined by GEOID03.
 QE0024
 QE0024.The dynamic height is computed by dividing the NAVD 88
 QE0024.geopotential number by the normal gravity value computed on the
 QE0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0024.degrees latitude (g = 980.6199 gals.).
 QE0024
 QE0024.The modeled gravity was interpolated from observed gravity values.
 QE0024
 QE0024;                    North         East    Units  Estimated Accuracy
 QE0024;SPC OR N     -   115,800.    2,364,240.      MT  (+/- 180 meters Scaled)
 QE0024
 QE0024                          SUPERSEDED SURVEY CONTROL
 QE0024
 QE0024  NGVD 29 (??/??/92)  393.748  (m)         1291.82   (f) ADJ UNCH    1 2
 QE0024
 QE0024.Superseded values are not recommended for survey control.
 QE0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0024.See file dsdata.txt to determine how the superseded data were derived.
 QE0024
 QE0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ623494(NAD 83)
 QE0024_MARKER: DD = SURVEY DISK
 QE0024_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QE0024_SP_SET: CULVERT
 QE0024_STAMPING: 11 S 1925
 QE0024_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0024
 QE0024  HISTORY     - Date     Condition        Report By
 QE0024  HISTORY     - 1925     MONUMENTED       USGS
 QE0024  HISTORY     - 1941     GOOD             NGS
 QE0024  HISTORY     - 1955     MARK NOT FOUND   NGS
 QE0024
 QE0024                          STATION DESCRIPTION
 QE0024
 QE0024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QE0024'1.0 MI SW FROM BERRY.
 QE0024'MARK IS LOCATED ALONG SOUTHERN PACIFIC COMPANY RAILROAD, SOUTH SIDE OF
 QE0024'RAILROAD, IN SOUTHWEST CORNER OF CULVERT NO. 742 B.
 QE0024
 QE0024                          STATION RECOVERY (1955)
 QE0024
 QE0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 QE0024'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0368 ***********************************************************************
 NX0368  DESIGNATION -  11 STR
 NX0368  PID         -  NX0368
 NX0368  STATE/COUNTY-  OR/MALHEUR
 NX0368  USGS QUAD   -  GRASSY RIDGE WELL (1981)
 NX0368
 NX0368                         *CURRENT SURVEY CONTROL
 NX0368  ___________________________________________________________________
 NX0368* NAD 83(1986)-  42 44 40.     (N)    118 06 24.     (W)     SCALED    
 NX0368* NAVD 88     -      1260.517  (meters)    4135.55   (feet)  ADJUSTED  
 NX0368  ___________________________________________________________________
 NX0368  GEOID HEIGHT-         -18.53  (meters)                     GEOID03
 NX0368  DYNAMIC HT  -        1259.822 (meters)    4133.27  (feet)  COMP
 NX0368  MODELED GRAV-     980,025.3   (mgal)                       NAVD 88
 NX0368
 NX0368  VERT ORDER  -  SECOND    CLASS 0
 NX0368
 NX0368.The horizontal coordinates were scaled from a topographic map and have
 NX0368.an estimated accuracy of +/- 6 seconds.
 NX0368
 NX0368.The orthometric height was determined by differential leveling
 NX0368.and adjusted in August 1995.
 NX0368
 NX0368.The geoid height was determined by GEOID03.
 NX0368
 NX0368.The dynamic height is computed by dividing the NAVD 88
 NX0368.geopotential number by the normal gravity value computed on the
 NX0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0368.degrees latitude (g = 980.6199 gals.).
 NX0368
 NX0368.The modeled gravity was interpolated from observed gravity values.
 NX0368
 NX0368;                    North         East    Units  Estimated Accuracy
 NX0368;SPC OR S     -   122,520.    1,695,920.      MT  (+/- 180 meters Scaled)
 NX0368
 NX0368                          SUPERSEDED SURVEY CONTROL
 NX0368
 NX0368.No superseded survey control is available for this station.
 NX0368
 NX0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH094330(NAD 83)
 NX0368_MARKER: DB = BENCH MARK DISK
 NX0368_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NX0368+WITH SETTING: INFORMATION.
 NX0368_SP_SET: SHALLOW-SET METAL ROD
 NX0368_STAMPING: 11 STR 1975 4132
 NX0368_MARK LOGO: USGS  
 NX0368_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NX0368
 NX0368  HISTORY     - Date     Condition        Report By
 NX0368  HISTORY     - 1975     MONUMENTED       USGS
 NX0368
 NX0368                          STATION DESCRIPTION
 NX0368
 NX0368'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 NX0368'34.4 KM (21.40 MI) WSW FROM BURNS JUNCTION.
 NX0368'BURNS JCT, 6.5 MI S OF, ALONG US HWY 95, THENCE 1.3 MI SW ALONG
 NX0368'GRADED RD TO GATE, THENCE 1.95 MI N AND W ALONG TRACK RD TO Y-RD,
 NX0368'THENCE 5.3 MI W TO Y-RD, THENCE 6.4 MI W TO SHARP BEND TO SW.  AT
 NX0368'SLIGHT DOWN GRADE.  30 FT NE OF CENTERLINE OF RD.  SET ON
 NX0368'COPPER-COATED STEEL ROD OF UNRECORDED DEPTH, PROJECTING 0.3 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 DE5623 ***********************************************************************
 DE5623  DESIGNATION -  110
 DE5623  PID         -  DE5623
 DE5623  STATE/COUNTY-  OR/YAMHILL
 DE5623  USGS QUAD   -  MIDWAY (1979)
 DE5623
 DE5623                         *CURRENT SURVEY CONTROL
 DE5623  ___________________________________________________________________
 DE5623* NAD 83(2007)-  45 05 23.72226(N)    123 40 09.36401(W)     ADJUSTED  
 DE5623* NAVD 88     -       119.5    (meters)     392.     (feet)  GPS OBS   
 DE5623  ___________________________________________________________________
 DE5623  EPOCH DATE  -        2007.00
 DE5623  X           -  -2,500,661.511 (meters)                     COMP
 DE5623  Y           -  -3,753,944.224 (meters)                     COMP
 DE5623  Z           -   4,494,478.619 (meters)                     COMP
 DE5623  LAPLACE CORR-           4.53  (seconds)                    DEFLEC99
 DE5623  ELLIP HEIGHT-          97.967 (meters)          (02/10/07) ADJUSTED
 DE5623  GEOID HEIGHT-         -21.52  (meters)                     GEOID03
 DE5623
 DE5623  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE5623  Type    PID    Designation                      North   East  Ellip
 DE5623  -------------------------------------------------------------------
 DE5623  NETWORK DE5623 110                               2.14   1.55   2.04
 DE5623  -------------------------------------------------------------------
 DE5623
 DE5623.The horizontal coordinates were established by GPS observations
 DE5623.and adjusted by the National Geodetic Survey in February 2007.
 DE5623
 DE5623.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE5623.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE5623.The horizontal coordinates are valid at the epoch date displayed above.
 DE5623.The epoch date for horizontal control is a decimal equivalence
 DE5623.of Year/Month/Day.
 DE5623
 DE5623.The orthometric height was determined by GPS observations and a
 DE5623.high-resolution geoid model.
 DE5623
 DE5623.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5623
 DE5623.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE5623
 DE5623.The ellipsoidal height was determined by GPS observations
 DE5623.and is referenced to NAD 83.
 DE5623
 DE5623.The geoid height was determined by GEOID03.
 DE5623
 DE5623;                    North         East     Units Scale Factor Converg.
 DE5623;SPC OR N     -   163,046.428 2,250,594.487   MT  0.99989552   -2 14 51.4
 DE5623;SPC OR N     -   534,929.23  7,383,840.18   iFT  0.99989552   -2 14 51.4
 DE5623;UTM  10      - 4,993,157.616   447,334.037   MT  0.99963410   -0 28 26.4
 DE5623
 DE5623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5623!SPC OR N     -   0.99998464  x   0.99989552  =   0.99988016
 DE5623!UTM  10      -   0.99998464  x   0.99963410  =   0.99961875
 DE5623
 DE5623                          SUPERSEDED SURVEY CONTROL
 DE5623
 DE5623  NAD 83(1998)-  45 05 23.71959(N)    123 40 09.36632(W) AD(       ) B
 DE5623  ELLIP H (06/19/02)   97.981  (m)                       GP(       ) 4 1
 DE5623
 DE5623.Superseded values are not recommended for survey control.
 DE5623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE5623.See file dsdata.txt to determine how the superseded data were derived.
 DE5623
 DE5623_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ4733493158(NAD 83)
 DE5623_MARKER: DD = SURVEY DISK
 DE5623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE5623_STAMPING: 110 1994
 DE5623_MARK LOGO: OR-053
 DE5623_PROJECTION: FLUSH
 DE5623_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE5623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE5623+STABILITY: SURFACE MOTION
 DE5623_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5623+SATELLITE: SATELLITE OBSERVATIONS - August 01, 1994
 DE5623
 DE5623  HISTORY     - Date     Condition        Report By
 DE5623  HISTORY     - 19940801 MONUMENTED       OR-053
 DE5623
 DE5623                          STATION DESCRIPTION
 DE5623
 DE5623'DESCRIBED BY POLK COUNTY OREGON 1994 (JDN)
 DE5623'THE STATION IS LOCATED IN YAMHILL COUNTY ABOUT 5.6 KM (3.45 MI)
 DE5623'NORTHWEST OF GRAND RONDE
 DE5623'AND 14.5 KM (9 MI) WEST OF WILLAMINA, IN THE SOUTHEAST 1/4 OF SECTION
 DE5623'33 T5S R8W,
 DE5623'WILLAMETTE MERIDIAN.  OWNERSHIP-- YAMHILL COUNTY RIGHT-OF-WAY.
 DE5623' 
 DE5623'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 18 AND
 DE5623'GRAND RONDE ROAD
 DE5623'(COUNTY ROAD 6801) IN GRAND RONDE, GO NORTH ON GRAND RONDE ROAD 2.4 KM
 DE5623'(1.5 MI) TO THE
 DE5623'INTERSECTION OF STATE HIGHWAY 22. TURN LEFT, WEST, ON HIGHWAY 22 FOR
 DE5623'5.06 KM (3.14 MI) TO
 DE5623'THE STATION ON THE LEFT.
 DE5623' 
 DE5623'THE STATION IS A 7.6 CM (3 IN) POLK COUNTY GPS SURVEY MONUMENT BRASS
 DE5623'CAP SET IN THE TOP OF
 DE5623'A 35 CM (14 IN) ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 9.1
 DE5623'M (30.0 FT) SOUTH OF THE
 DE5623'CENTERLINE OF STATE HIGHWAY 22, 54.9 M (180.O FT) WEST OF THE DRIVEWAY
 DE5623'TO HOUSE NUMBER
 DE5623'54050, AND 16.8 M (55 FT)  EAST OF A FIELD ENTRANCE.  THERE ARE TWO
 DE5623'WITNESS POSTS.  ONE POST
 DE5623'BEARS WEST, 0.6M (2.0 FT) AND THE OTHER POST BEARS EAST, 0.3 M (1.0
 DE5623'FT).
 DE5623' 
 DE5623'FOR ADDITIONAL INFORMATION ON HOW TO REACH THIS MONUMENT SEE THE POLK
 DE5623'COUNTY WEB
 DE5623'PAGE AT WWW.CO.POLK.OR.US/PUBLICWORKS/SURVEYS.HTM
 DE5623' 
 DE5623' 
 DE5623'
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0599 ***********************************************************************
 NW0599  DESIGNATION -  110 MDC
 NW0599  PID         -  NW0599
 NW0599  STATE/COUNTY-  OR/MALHEUR
 NW0599  USGS QUAD   -  SCOTT RESERVOIR (1972)
 NW0599
 NW0599                         *CURRENT SURVEY CONTROL
 NW0599  ___________________________________________________________________
 NW0599* NAD 83(1986)-  42 45 40.     (N)    117 30 34.     (W)     SCALED    
 NW0599* NAVD 88     -      1255.063  (meters)    4117.65   (feet)  ADJUSTED  
 NW0599  ___________________________________________________________________
 NW0599  GEOID HEIGHT-         -17.88  (meters)                     GEOID03
 NW0599  DYNAMIC HT  -        1254.388 (meters)    4115.44  (feet)  COMP
 NW0599  MODELED GRAV-     980,039.6   (mgal)                       NAVD 88
 NW0599
 NW0599  VERT ORDER  -  SECOND    CLASS 0
 NW0599
 NW0599.The horizontal coordinates were scaled from a topographic map and have
 NW0599.an estimated accuracy of +/- 6 seconds.
 NW0599
 NW0599.The orthometric height was determined by differential leveling
 NW0599.and adjusted in August 1995.
 NW0599
 NW0599.The geoid height was determined by GEOID03.
 NW0599
 NW0599.The dynamic height is computed by dividing the NAVD 88
 NW0599.geopotential number by the normal gravity value computed on the
 NW0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0599.degrees latitude (g = 980.6199 gals.).
 NW0599
 NW0599.The modeled gravity was interpolated from observed gravity values.
 NW0599
 NW0599;                    North         East    Units  Estimated Accuracy
 NW0599;SPC OR S     -   125,940.    1,744,720.      MT  (+/- 180 meters Scaled)
 NW0599
 NW0599                          SUPERSEDED SURVEY CONTROL
 NW0599
 NW0599.No superseded survey control is available for this station.
 NW0599
 NW0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH583344(NAD 83)
 NW0599_MARKER: DB = BENCH MARK DISK
 NW0599_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0599_SP_SET: COPPER-CLAD STEEL ROD
 NW0599_STAMPING: 110 MDC 1972 4114
 NW0599_MARK LOGO: USGS  
 NW0599_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0599_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0599_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0599+SATELLITE: SATELLITE OBSERVATIONS - 1972
 NW0599
 NW0599  HISTORY     - Date     Condition        Report By
 NW0599  HISTORY     - 1972     MONUMENTED       USGS
 NW0599
 NW0599                          STATION DESCRIPTION
 NW0599
 NW0599'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 NW0599'FROM ROME, OREGON PROCEED 9.5 MILES SOUTH ALONG A TRACK ROAD TO A
 NW0599'CURVE IN THE ROAD, 29 FEET WEST OF THE CENTERLINE OF THE ROAD, 3 FEET
 NW0599'SOUTH OF A CAIRN, SET ON A COPPER-COATED ROD DRIVEN TO REFUSAL (ROD
 NW0599'DEPTH UNKNOWN), ENCASED IN 6-INCH WHITE PLASTIC PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0635 ***********************************************************************
 QD0635  DESIGNATION -  1104
 QD0635  PID         -  QD0635
 QD0635  STATE/COUNTY-  OR/WASCO
 QD0635  USGS QUAD   -  KASKELA (1962)
 QD0635
 QD0635                         *CURRENT SURVEY CONTROL
 QD0635  ___________________________________________________________________
 QD0635* NAD 83(1986)-  44 58 26.     (N)    121 04 12.     (W)     SCALED    
 QD0635* NAVD 88     -       337.666  (meters)    1107.83   (feet)  ADJUSTED  
 QD0635  ___________________________________________________________________
 QD0635  GEOID HEIGHT-         -21.29  (meters)                     GEOID03
 QD0635  DYNAMIC HT  -         337.589 (meters)    1107.57  (feet)  COMP
 QD0635  MODELED GRAV-     980,382.4   (mgal)                       NAVD 88
 QD0635
 QD0635  VERT ORDER  -  SECOND    CLASS 0
 QD0635
 QD0635.The horizontal coordinates were scaled from a topographic map and have
 QD0635.an estimated accuracy of +/- 6 seconds.
 QD0635
 QD0635.The orthometric height was determined by differential leveling
 QD0635.and adjusted in June 1991.
 QD0635
 QD0635.The geoid height was determined by GEOID03.
 QD0635
 QD0635.The dynamic height is computed by dividing the NAVD 88
 QD0635.geopotential number by the normal gravity value computed on the
 QD0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0635.degrees latitude (g = 980.6199 gals.).
 QD0635
 QD0635.The modeled gravity was interpolated from observed gravity values.
 QD0635
 QD0635;                    North         East    Units  Estimated Accuracy
 QD0635;SPC OR N     -   145,420.    2,455,040.      MT  (+/- 180 meters Scaled)
 QD0635
 QD0635                          SUPERSEDED SURVEY CONTROL
 QD0635
 QD0635  NGVD 29 (??/??/92)  336.600  (m)         1104.33   (f) ADJ UNCH    2 0
 QD0635
 QD0635.Superseded values are not recommended for survey control.
 QD0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0635.See file dsdata.txt to determine how the superseded data were derived.
 QD0635
 QD0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ521818(NAD 83)
 QD0635_MARKER: DD = SURVEY DISK
 QD0635_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QD0635_SP_SET: ABUTMENT
 QD0635_STAMPING: 1104 ORE 1911
 QD0635_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QD0635
 QD0635  HISTORY     - Date     Condition        Report By
 QD0635  HISTORY     - 1911     MONUMENTED       USGS
 QD0635  HISTORY     - 1934     GOOD             NGS
 QD0635  HISTORY     - 1985     GOOD             USPSQD
 QD0635
 QD0635                          STATION DESCRIPTION
 QD0635
 QD0635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QD0635'0.2 MI N FROM NORTH JUNCTION.
 QD0635'ALONG THE RIGHT OF WAY OF THE OREGON TRUNK LINE RAILROAD, FROM THE
 QD0635'STATION ON WEST END OF STEEL RAILROAD BRIDGE OVER THE DESCHUTES RIVER,
 QD0635'6 FEET SOUTH OF TRACK, ON CONCRETE ABUTMENT.
 QD0635
 QD0635                          STATION RECOVERY (1985)
 QD0635
 QD0635'RECOVERY NOTE BY US POWER SQUADRON 1985
 QD0635'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0633 ***********************************************************************
 NZ0633  DESIGNATION -  1106
 NZ0633  PID         -  NZ0633
 NZ0633  STATE/COUNTY-  OR/JOSEPHINE
 NZ0633  USGS QUAD   -  EIGHT DOLLAR MOUNTAI (1989)
 NZ0633
 NZ0633                         *CURRENT SURVEY CONTROL
 NZ0633  ___________________________________________________________________
 NZ0633* NAD 83(1986)-  42 17 52.     (N)    123 43 49.     (W)     SCALED    
 NZ0633* NAVD 88     -       338.280  (meters)    1109.84   (feet)  ADJUSTED  
 NZ0633  ___________________________________________________________________
 NZ0633  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 NZ0633  DYNAMIC HT  -         338.149 (meters)    1109.41  (feet)  COMP
 NZ0633  MODELED GRAV-     980,227.5   (mgal)                       NAVD 88
 NZ0633
 NZ0633  VERT ORDER  -  SECOND    CLASS 0
 NZ0633
 NZ0633.The horizontal coordinates were scaled from a topographic map and have
 NZ0633.an estimated accuracy of +/- 6 seconds.
 NZ0633
 NZ0633.The orthometric height was determined by differential leveling
 NZ0633.and adjusted in June 1991.
 NZ0633
 NZ0633.The geoid height was determined by GEOID03.
 NZ0633
 NZ0633.The dynamic height is computed by dividing the NAVD 88
 NZ0633.geopotential number by the normal gravity value computed on the
 NZ0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0633.degrees latitude (g = 980.6199 gals.).
 NZ0633
 NZ0633.The modeled gravity was interpolated from observed gravity values.
 NZ0633
 NZ0633;                    North         East    Units  Estimated Accuracy
 NZ0633;SPC OR S     -    75,240.    1,233,680.      MT  (+/- 180 meters Scaled)
 NZ0633
 NZ0633                          SUPERSEDED SURVEY CONTROL
 NZ0633
 NZ0633  NGVD 29 (??/??/92)  337.295  (m)         1106.61   (f) ADJ UNCH    2 0
 NZ0633
 NZ0633.Superseded values are not recommended for survey control.
 NZ0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0633.See file dsdata.txt to determine how the superseded data were derived.
 NZ0633
 NZ0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM398830(NAD 83)
 NZ0633_MARKER: DB = BENCH MARK DISK
 NZ0633_SETTING: 80 = SET IN A BOULDER
 NZ0633_SP_SET: BOULDER
 NZ0633_STAMPING: 1106 29 1915(U.S.G.S.)
 NZ0633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0633+STABILITY: SURFACE MOTION
 NZ0633
 NZ0633  HISTORY     - Date     Condition        Report By
 NZ0633  HISTORY     - 1915     MONUMENTED       USGS
 NZ0633  HISTORY     - 1942     GOOD             NGS
 NZ0633  HISTORY     - 1964     MARK NOT FOUND   NGS
 NZ0633  HISTORY     - 19860429 MARK NOT FOUND   USGS
 NZ0633
 NZ0633                          STATION DESCRIPTION
 NZ0633
 NZ0633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NZ0633'8.6 MI NW FROM SELMA.
 NZ0633'ALONG THE ILLINOIS RIVER ROAD, FROM SELMA, ABOUT MIDWAY BETWEEN TWO
 NZ0633'BRIDGES OVER SIXMILE CREEK AND LITTLE WIXMILE CREEK, ABOUT 15 FEET
 NZ0633'NORTH OF THE CENTER OF THE ROAD, IN THE FLAT TOP OF A BOULDER NEAR
 NZ0633'GROUND LEVEL.
 NZ0633
 NZ0633                          STATION RECOVERY (1964)
 NZ0633
 NZ0633'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 NZ0633'MARK NOT FOUND.
 NZ0633
 NZ0633                          STATION RECOVERY (1986)
 NZ0633
 NZ0633'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (TAM)
 NZ0633'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0005 ***********************************************************************
 NZ0005  DESIGNATION -  111
 NZ0005  PID         -  NZ0005
 NZ0005  STATE/COUNTY-  OR/KLAMATH
 NZ0005  USGS QUAD   -  MAKLAKS CRATER (1985)
 NZ0005
 NZ0005                         *CURRENT SURVEY CONTROL
 NZ0005  ___________________________________________________________________
 NZ0005* NAD 83(1986)-  42 47 50.     (N)    122 04 23.     (W)     SCALED    
 NZ0005* NAVD 88     -      1458.83   (+/-2cm)    4786.2    (feet)  VERTCON   
 NZ0005  ___________________________________________________________________
 NZ0005  GEOID HEIGHT-         -21.99  (meters)                     GEOID03
 NZ0005  VERT ORDER  -  ? (See Below)
 NZ0005
 NZ0005.The horizontal coordinates were scaled from a topographic map and have
 NZ0005.an estimated accuracy of +/- 6 seconds.
 NZ0005
 NZ0005.The NAVD 88 height was computed by applying the VERTCON shift value to
 NZ0005.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NZ0005.The vertical order pertains to the NGVD 29 superseded value.
 NZ0005
 NZ0005.The geoid height was determined by GEOID03.
 NZ0005
 NZ0005;                    North         East    Units  Estimated Accuracy
 NZ0005;SPC OR S     -   126,790.    1,371,330.      MT  (+/- 180 meters Scaled)
 NZ0005
 NZ0005                          SUPERSEDED SURVEY CONTROL
 NZ0005
 NZ0005  NGVD 29 (??/??/92) 1457.545  (m)         4781.96   (f) ADJ UNCH    ?  
 NZ0005
 NZ0005.Superseded values are not recommended for survey control.
 NZ0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0005.See file dsdata.txt to determine how the superseded data were derived.
 NZ0005
 NZ0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN758387(NAD 83)
 NZ0005_MARKER: DD = SURVEY DISK
 NZ0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NZ0005_STAMPING: 111
 NZ0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0005+STABILITY: SURFACE MOTION
 NZ0005
 NZ0005  HISTORY     - Date     Condition        Report By
 NZ0005  HISTORY     - UNK      MONUMENTED       USGLO
 NZ0005  HISTORY     - 1908     GOOD             USGS
 NZ0005  HISTORY     - 1934     GOOD             NGS
 NZ0005
 NZ0005                          STATION DESCRIPTION
 NZ0005
 NZ0005'DESCRIBED BY US GEOLOGICAL SURVEY 1908
 NZ0005'8.5 MI NW FROM FORT KLAMATH.
 NZ0005'8.5 MILES NORTHWEST ALONG THE CRATER LAKE HIGHWAY (OREGON 62) FROM
 NZ0005'FORT KLAMATH, KLAMATH COUNTY, 7.7 MILES SOUTHEAST OF ANNIE SPRINGS, AT
 NZ0005'THE SOUTH ENTRANCE TO THE CRATER LAKE NATIONAL PARK, AT THE LOG
 NZ0005'PORTAL, 34 FEET NORTHEAST OF THE HIGHWAY, AND 19 FEET EAST OF BENCH
 NZ0005'MARK T (U.S.G.S.) DESCRIBED ABOVE.  A UNITED STATES GENERAL LAND
 NZ0005'OFFICE STANDARD DISK, STAMPED 111 AND SET IN THE TOP OF A CONCRETE
 NZ0005'POST.
 NZ0005
 NZ0005                          STATION RECOVERY (1934)
 NZ0005
 NZ0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 NZ0005'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0600 ***********************************************************************
 NW0600  DESIGNATION -  111 MDC
 NW0600  PID         -  NW0600
 NW0600  STATE/COUNTY-  OR/MALHEUR
 NW0600  USGS QUAD   -  DRY CREEK RIM (1969)
 NW0600
 NW0600                         *CURRENT SURVEY CONTROL
 NW0600  ___________________________________________________________________
 NW0600* NAD 83(1986)-  42 45 30.     (N)    117 29 38.     (W)     SCALED    
 NW0600* NAVD 88     -      1285.054  (meters)    4216.05   (feet)  ADJUSTED  
 NW0600  ___________________________________________________________________
 NW0600  GEOID HEIGHT-         -17.84  (meters)                     GEOID03
 NW0600  DYNAMIC HT  -        1284.358 (meters)    4213.76  (feet)  COMP
 NW0600  MODELED GRAV-     980,034.1   (mgal)                       NAVD 88
 NW0600
 NW0600  VERT ORDER  -  SECOND    CLASS 0
 NW0600
 NW0600.The horizontal coordinates were scaled from a topographic map and have
 NW0600.an estimated accuracy of +/- 6 seconds.
 NW0600
 NW0600.The orthometric height was determined by differential leveling
 NW0600.and adjusted in August 1995.
 NW0600
 NW0600.The geoid height was determined by GEOID03.
 NW0600
 NW0600.The dynamic height is computed by dividing the NAVD 88
 NW0600.geopotential number by the normal gravity value computed on the
 NW0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0600.degrees latitude (g = 980.6199 gals.).
 NW0600
 NW0600.The modeled gravity was interpolated from observed gravity values.
 NW0600
 NW0600;                    North         East    Units  Estimated Accuracy
 NW0600;SPC OR S     -   125,680.    1,746,010.      MT  (+/- 180 meters Scaled)
 NW0600
 NW0600                          SUPERSEDED SURVEY CONTROL
 NW0600
 NW0600.No superseded survey control is available for this station.
 NW0600
 NW0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH595340(NAD 83)
 NW0600_MARKER: DB = BENCH MARK DISK
 NW0600_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0600_SP_SET: COPPER-CLAD STEEL ROD
 NW0600_STAMPING: 111 MDC 1972 4212
 NW0600_MARK LOGO: USGS  
 NW0600_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0600_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0600_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0600+SATELLITE: SATELLITE OBSERVATIONS - 1972
 NW0600
 NW0600  HISTORY     - Date     Condition        Report By
 NW0600  HISTORY     - 1972     MONUMENTED       USGS
 NW0600
 NW0600                          STATION DESCRIPTION
 NW0600
 NW0600'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 NW0600'FROM ROME, OREGON PROCEED 10.3 MILES SOUTH ALONG A TRACK ROAD TO A
 NW0600'Y-ROAD INTERSECTION, 66 FEET SOUTH OF THE APEX OF THE Y, 9 FEET SOUTH
 NW0600'OF A CAIRN, SET ON A COPPER-COATED ROD DRIVEN TO REFUSAL (ROD DEPTH
 NW0600'UNKNOWN), ENCASED IN 6-INCH WHITE PLASTIC PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0143 ***********************************************************************
 PC0143  DESIGNATION -  1117.9
 PC0143  PID         -  PC0143
 PC0143  STATE/COUNTY-  OR/DOUGLAS
 PC0143  USGS QUAD   -  MACE MOUNTAIN (1989)
 PC0143
 PC0143                         *CURRENT SURVEY CONTROL
 PC0143  ___________________________________________________________________
 PC0143* NAD 83(1986)-  43 19 24.     (N)    122 49 26.     (W)     SCALED    
 PC0143* NAVD 88     -       342.075  (meters)    1122.29   (feet)  ADJUSTED  
 PC0143  ___________________________________________________________________
 PC0143  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 PC0143  DYNAMIC HT  -         341.959 (meters)    1121.91  (feet)  COMP
 PC0143  MODELED GRAV-     980,274.9   (mgal)                       NAVD 88
 PC0143
 PC0143  VERT ORDER  -  FIRST     CLASS II
 PC0143
 PC0143.The horizontal coordinates were scaled from a topographic map and have
 PC0143.an estimated accuracy of +/- 6 seconds.
 PC0143
 PC0143.The orthometric height was determined by differential leveling
 PC0143.and adjusted in June 1991.
 PC0143
 PC0143.The geoid height was determined by GEOID03.
 PC0143
 PC0143.The dynamic height is computed by dividing the NAVD 88
 PC0143.geopotential number by the normal gravity value computed on the
 PC0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0143.degrees latitude (g = 980.6199 gals.).
 PC0143
 PC0143.The modeled gravity was interpolated from observed gravity values.
 PC0143
 PC0143;                    North         East    Units  Estimated Accuracy
 PC0143;SPC OR S     -   186,640.    1,311,550.      MT  (+/- 180 meters Scaled)
 PC0143
 PC0143                          SUPERSEDED SURVEY CONTROL
 PC0143
 PC0143  NGVD 29 (??/??/92)  340.948  (m)         1118.59   (f) ADJ UNCH    1 2
 PC0143
 PC0143.Superseded values are not recommended for survey control.
 PC0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0143.See file dsdata.txt to determine how the superseded data were derived.
 PC0143
 PC0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN142967(NAD 83)
 PC0143_MARKER: Q = CHISELED SQUARE
 PC0143_SETTING: 80 = SET IN A BOULDER
 PC0143_SP_SET: BOULDER
 PC0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0143+STABILITY: SURFACE MOTION
 PC0143
 PC0143  HISTORY     - Date     Condition        Report By
 PC0143  HISTORY     - UNK      MONUMENTED       USGS
 PC0143  HISTORY     - 1941     GOOD             NGS
 PC0143
 PC0143                          STATION DESCRIPTION
 PC0143
 PC0143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 PC0143'14 MI E FROM IDLEYLD PARK.
 PC0143'ABOUT 14 MILES EAST OF IDLEYLD PARK ON ROAD TO DIAMOND LAKE, 60 FEET
 PC0143'WEST OF WOOD BRIDGE, ON BANK OF FAIRVIEW CREEK, TOP OF LARGE BOULDER.
 PC0143'WITNESS POST SET BY MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0817 ***********************************************************************
 RC0817  DESIGNATION -  112
 RC0817  PID         -  RC0817
 RC0817  STATE/COUNTY-  OR/HOOD RIVER
 RC0817  USGS QUAD   -  HOOD RIVER (1994)
 RC0817
 RC0817                         *CURRENT SURVEY CONTROL
 RC0817  ___________________________________________________________________
 RC0817* NAD 83(1986)-  45 42 28.     (N)    121 30 22.     (W)     SCALED    
 RC0817* NAVD 88     -        35.358  (meters)     116.00   (feet)  ADJUSTED  
 RC0817  ___________________________________________________________________
 RC0817  GEOID HEIGHT-         -21.49  (meters)                     GEOID03
 RC0817  DYNAMIC HT  -          35.357 (meters)     116.00  (feet)  COMP
 RC0817  MODELED GRAV-     980,604.6   (mgal)                       NAVD 88
 RC0817
 RC0817  VERT ORDER  -  FIRST     CLASS II
 RC0817
 RC0817.The horizontal coordinates were scaled from a topographic map and have
 RC0817.an estimated accuracy of +/- 6 seconds.
 RC0817
 RC0817.The orthometric height was determined by differential leveling
 RC0817.and adjusted in June 1991.
 RC0817.WARNING-Repeat measurements at this control monument indicate possible
 RC0817.vertical movement.
 RC0817
 RC0817.The geoid height was determined by GEOID03.
 RC0817
 RC0817.The dynamic height is computed by dividing the NAVD 88
 RC0817.geopotential number by the normal gravity value computed on the
 RC0817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0817.degrees latitude (g = 980.6199 gals.).
 RC0817
 RC0817.The modeled gravity was interpolated from observed gravity values.
 RC0817
 RC0817;                    North         East    Units  Estimated Accuracy
 RC0817;SPC OR N     -   227,300.    2,421,660.      MT  (+/- 180 meters Scaled)
 RC0817
 RC0817                          SUPERSEDED SURVEY CONTROL
 RC0817
 RC0817  NGVD 29 (??/??/92)   34.333  (m)          112.64   (f) ADJ UNCH    1 2
 RC0817
 RC0817.Superseded values are not recommended for survey control.
 RC0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0817.See file dsdata.txt to determine how the superseded data were derived.
 RC0817
 RC0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR162626(NAD 83)
 RC0817_MARKER: B = BOLT
 RC0817_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RC0817_SP_SET: BRIDGE
 RC0817_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RC0817
 RC0817  HISTORY     - Date     Condition        Report By
 RC0817  HISTORY     - UNK      MONUMENTED       ORDT
 RC0817  HISTORY     - 1934     GOOD             NGS
 RC0817  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RC0817  HISTORY     - 1987     MARK NOT FOUND   NGS
 RC0817  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 RC0817  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 RC0817
 RC0817                          STATION DESCRIPTION
 RC0817
 RC0817'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RC0817'IN HOOD RIVER.
 RC0817'SET 3 INCHES FROM THE S.W. CORNER OF THE COLUMBIA RIVER HWY. BRIDGE
 RC0817'OVER HOOD RIVER, IN THE CONCRETE CURB.
 RC0817
 RC0817                          STATION RECOVERY (1987)
 RC0817
 RC0817'RECOVERY NOTE BY US POWER SQUADRON 1987 (KRN)
 RC0817'MARK NOT FOUND.
 RC0817
 RC0817                          STATION RECOVERY (1987)
 RC0817
 RC0817'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RC0817'NOT RECOVERED.
 RC0817
 RC0817                          STATION RECOVERY (1989)
 RC0817
 RC0817'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RC0817'MARK NOT FOUND.
 RC0817
 RC0817                          STATION RECOVERY (1990)
 RC0817
 RC0817'RECOVERY NOTE BY US POWER SQUADRON 1990 (EF)
 RC0817'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0601 ***********************************************************************
 NW0601  DESIGNATION -  112 MDC
 NW0601  PID         -  NW0601
 NW0601  STATE/COUNTY-  OR/MALHEUR
 NW0601  USGS QUAD   -  INDIAN FORT (1980)
 NW0601
 NW0601                         *CURRENT SURVEY CONTROL
 NW0601  ___________________________________________________________________
 NW0601* NAD 83(1986)-  42 44 37.     (N)    117 29 05.     (W)     SCALED    
 NW0601* NAVD 88     -      1297.940  (meters)    4258.32   (feet)  ADJUSTED  
 NW0601  ___________________________________________________________________
 NW0601  GEOID HEIGHT-         -17.83  (meters)                     GEOID03
 NW0601  DYNAMIC HT  -        1297.226 (meters)    4255.98  (feet)  COMP
 NW0601  MODELED GRAV-     980,025.9   (mgal)                       NAVD 88
 NW0601
 NW0601  VERT ORDER  -  SECOND    CLASS 0
 NW0601
 NW0601.The horizontal coordinates were scaled from a topographic map and have
 NW0601.an estimated accuracy of +/- 6 seconds.
 NW0601
 NW0601.The orthometric height was determined by differential leveling
 NW0601.and adjusted in August 1995.
 NW0601
 NW0601.The geoid height was determined by GEOID03.
 NW0601
 NW0601.The dynamic height is computed by dividing the NAVD 88
 NW0601.geopotential number by the normal gravity value computed on the
 NW0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0601.degrees latitude (g = 980.6199 gals.).
 NW0601
 NW0601.The modeled gravity was interpolated from observed gravity values.
 NW0601
 NW0601;                    North         East    Units  Estimated Accuracy
 NW0601;SPC OR S     -   124,070.    1,746,820.      MT  (+/- 180 meters Scaled)
 NW0601
 NW0601                          SUPERSEDED SURVEY CONTROL
 NW0601
 NW0601.No superseded survey control is available for this station.
 NW0601
 NW0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH603324(NAD 83)
 NW0601_MARKER: DB = BENCH MARK DISK
 NW0601_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0601_SP_SET: COPPER-CLAD STEEL ROD
 NW0601_STAMPING: 112 MDC 1972 4255
 NW0601_MARK LOGO: USGS  
 NW0601_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0601_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0601_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0601+SATELLITE: SATELLITE OBSERVATIONS - 1972
 NW0601
 NW0601  HISTORY     - Date     Condition        Report By
 NW0601  HISTORY     - 1972     MONUMENTED       USGS
 NW0601
 NW0601                          STATION DESCRIPTION
 NW0601
 NW0601'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 NW0601'FROM ROME, OREGON PROCEED 11.5 MILES SOUTH ALONG A TRACK ROAD TO A
 NW0601'SERIES OF CURVES IN THE ROAD, 47 FEET EAST OF THE CENTERLINE, 2 FEET
 NW0601'NORTHEAST OF A STEEL FENCEPOST, SET ON A COPPER-COATED DRIVEN TO
 NW0601'REFUSAL (ROD DEPTH UNKNOWN), ROD ENCASED IN 6-INCH WHITE PLASTIC
 NW0601'PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0146 ***********************************************************************
 RD0146  DESIGNATION -  1124
 RD0146  PID         -  RD0146
 RD0146  STATE/COUNTY-  OR/CLACKAMAS
 RD0146  USGS QUAD   -  THREE LYNX (1985)
 RD0146
 RD0146                         *CURRENT SURVEY CONTROL
 RD0146  ___________________________________________________________________
 RD0146* NAD 83(1986)-  45 07 30.     (N)    122 04 28.     (W)     SCALED    
 RD0146* NAVD 88     -       343.77   (+/-2cm)    1127.9    (feet)  VERTCON   
 RD0146  ___________________________________________________________________
 RD0146  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 RD0146  VERT ORDER  -  THIRD (See Below)
 RD0146
 RD0146.The horizontal coordinates were scaled from a topographic map and have
 RD0146.an estimated accuracy of +/- 6 seconds.
 RD0146
 RD0146.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD0146.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD0146.The vertical order pertains to the NGVD 29 superseded value.
 RD0146
 RD0146.The geoid height was determined by GEOID03.
 RD0146
 RD0146;                    North         East    Units  Estimated Accuracy
 RD0146;SPC OR N     -   163,260.    2,376,150.      MT  (+/- 180 meters Scaled)
 RD0146
 RD0146                          SUPERSEDED SURVEY CONTROL
 RD0146
 RD0146  NGVD 29 (??/??/??)  342.68   (m)         1124.3    (f) RESET       3  
 RD0146
 RD0146.Superseded values are not recommended for survey control.
 RD0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0146.See file dsdata.txt to determine how the superseded data were derived.
 RD0146
 RD0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ727972(NAD 83)
 RD0146_MARKER: DD = SURVEY DISK
 RD0146_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD0146_SP_SET: RETAINING WALL
 RD0146_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0146
 RD0146  HISTORY     - Date     Condition        Report By
 RD0146  HISTORY     - UNK      MONUMENTED       LOCENG
 RD0146  HISTORY     - 1951     GOOD             NGS
 RD0146  HISTORY     - 1972     GOOD             NGS
 RD0146  HISTORY     - 1983     GOOD             USGS
 RD0146  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 RD0146
 RD0146                          STATION DESCRIPTION
 RD0146
 RD0146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 RD0146'5 MI NW FROM OAK GROVE RANGER STA.
 RD0146'5 MILES NORTHWEST ALONG THE CLACKAMAS RIVER ROAD FROM THE OAK GROVE
 RD0146'RANGER STATION, AT THE THREE LYNX POWER PLANT, IN THE SOUTH END OF THE
 RD0146'TRANSFORMER FLAT RETAINING WALL, 10 FEET NORTH OF THE NORTHWEST CORNER
 RD0146'OF POWER HOUSE.  A STANDARD DISK SET IN CONCRETE.
 RD0146
 RD0146                          STATION RECOVERY (1972)
 RD0146
 RD0146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 RD0146'RECOVERED IN GOOD CONDITION.
 RD0146
 RD0146                          STATION RECOVERY (1983)
 RD0146
 RD0146'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 RD0146'FROM ESTACADA TOWN HALL, FROM ESTACADA TOWN HALL, GO 21.35 MILES EAST
 RD0146'ON STATE HWY. 224. AT INTERSECTION OF THE ROAD TO THREE LYNX, TURN
 RD0146'LEFT AND FOLLOW THE ROAD FOR .5 MILE. JUST AFTER CROSSING THE
 RD0146'CONCRETE BRIDGE OVER THREE LYNX CREEK, BEAR RIGHT AND DOWNHILL ON THE
 RD0146'PAVED ROAD FOR .4 MILE, UNTIL YOU REACH THE POWERHOUSE. BM IS IN THE
 RD0146'SOUTH END OF TH E TRANSFORMER
 RD0146
 RD0146                          STATION RECOVERY (1989)
 RD0146
 RD0146'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RD0146'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1468 ***********************************************************************
 RC1468  DESIGNATION -  1124.04
 RC1468  PID         -  RC1468
 RC1468  STATE/COUNTY-  OR/HOOD RIVER
 RC1468  USGS QUAD   -  PARKDALE (1994)
 RC1468
 RC1468                         *CURRENT SURVEY CONTROL
 RC1468  ___________________________________________________________________
 RC1468* NAD 83(1986)-  45 36 31.     (N)    121 32 01.     (W)     SCALED    
 RC1468* NAVD 88     -       343.937  (meters)    1128.40   (feet)  ADJUSTED  
 RC1468  ___________________________________________________________________
 RC1468  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 RC1468  DYNAMIC HT  -         343.899 (meters)    1128.28  (feet)  COMP
 RC1468  MODELED GRAV-     980,496.6   (mgal)                       NAVD 88
 RC1468
 RC1468  VERT ORDER  -  SECOND    CLASS 0
 RC1468
 RC1468.The horizontal coordinates were scaled from a topographic map and have
 RC1468.an estimated accuracy of +/- 6 seconds.
 RC1468
 RC1468.The orthometric height was determined by differential leveling
 RC1468.and adjusted in June 1991.
 RC1468
 RC1468.The geoid height was determined by GEOID03.
 RC1468
 RC1468.The dynamic height is computed by dividing the NAVD 88
 RC1468.geopotential number by the normal gravity value computed on the
 RC1468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1468.degrees latitude (g = 980.6199 gals.).
 RC1468
 RC1468.The modeled gravity was interpolated from observed gravity values.
 RC1468
 RC1468;                    North         East    Units  Estimated Accuracy
 RC1468;SPC OR N     -   216,310.    2,419,380.      MT  (+/- 180 meters Scaled)
 RC1468
 RC1468                          SUPERSEDED SURVEY CONTROL
 RC1468
 RC1468  NGVD 29 (??/??/92)  342.89   (m)         1125.0    (f) COMPUTED    2 0
 RC1468
 RC1468.Superseded values are not recommended for survey control.
 RC1468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1468.See file dsdata.txt to determine how the superseded data were derived.
 RC1468
 RC1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR143516(NAD 83)
 RC1468_MARKER: N = NAIL
 RC1468_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RC1468_SP_SET: CONCRETE BOX
 RC1468_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC1468
 RC1468  HISTORY     - Date     Condition        Report By
 RC1468  HISTORY     - UNK      MONUMENTED       USGS
 RC1468  HISTORY     - 1961     GOOD             NGS
 RC1468  HISTORY     - 19911101 MARK NOT FOUND   USGS-R
 RC1468
 RC1468                          STATION DESCRIPTION
 RC1468
 RC1468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RC1468'5.6 MI N FROM MT. HOOD.
 RC1468'REACHED FROM THE POST OFFICE AT MT. HOOD GO NORTH ON STATE HIGHWAY 35
 RC1468'FOR 5.6 MILES, LOCATED ON THE EAST SIDE OF THE HIGHWAY IN TOP OF A
 RC1468'CONCRETE IRRIGATION BOX, WHERE THE IRRIGATION WATER GOES UNDER THE
 RC1468'HIGHWAY.
 RC1468
 RC1468                          STATION RECOVERY (1991)
 RC1468
 RC1468'RECOVERY NOTE BY USGS ROCKY MOUNTAIN MAPPING CENTER 1991 (AJ)
 RC1468'IRRIGATION BOX HAS BEEN TORN OUT
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0145 ***********************************************************************
 RD0145  DESIGNATION -  1127
 RD0145  PID         -  RD0145
 RD0145  STATE/COUNTY-  OR/CLACKAMAS
 RD0145  USGS QUAD   -  THREE LYNX (1985)
 RD0145
 RD0145                         *CURRENT SURVEY CONTROL
 RD0145  ___________________________________________________________________
 RD0145* NAD 83(1986)-  45 07 32.     (N)    122 04 26.     (W)     SCALED    
 RD0145* NAVD 88     -       344.947  (meters)    1131.71   (feet)  ADJUSTED  
 RD0145  ___________________________________________________________________
 RD0145  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 RD0145  DYNAMIC HT  -         344.889 (meters)    1131.52  (feet)  COMP
 RD0145  MODELED GRAV-     980,439.8   (mgal)                       NAVD 88
 RD0145
 RD0145  VERT ORDER  -  SECOND    CLASS 0
 RD0145
 RD0145.The horizontal coordinates were scaled from a topographic map and have
 RD0145.an estimated accuracy of +/- 6 seconds.
 RD0145
 RD0145.The orthometric height was determined by differential leveling
 RD0145.and adjusted in June 1991.
 RD0145
 RD0145.The geoid height was determined by GEOID03.
 RD0145
 RD0145.The dynamic height is computed by dividing the NAVD 88
 RD0145.geopotential number by the normal gravity value computed on the
 RD0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0145.degrees latitude (g = 980.6199 gals.).
 RD0145
 RD0145.The modeled gravity was interpolated from observed gravity values.
 RD0145
 RD0145;                    North         East    Units  Estimated Accuracy
 RD0145;SPC OR N     -   163,320.    2,376,200.      MT  (+/- 180 meters Scaled)
 RD0145
 RD0145                          SUPERSEDED SURVEY CONTROL
 RD0145
 RD0145  NGVD 29 (??/??/92)  343.87   (m)         1128.2    (f) COMPUTED    2 0
 RD0145
 RD0145.Superseded values are not recommended for survey control.
 RD0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0145.See file dsdata.txt to determine how the superseded data were derived.
 RD0145
 RD0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ728973(NAD 83)
 RD0145_MARKER: DD = SURVEY DISK
 RD0145_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RD0145_SP_SET: FOUNDATION
 RD0145_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RD0145
 RD0145  HISTORY     - Date     Condition        Report By
 RD0145  HISTORY     - UNK      MONUMENTED       USGS
 RD0145  HISTORY     - 1946     GOOD             NGS
 RD0145  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 RD0145
 RD0145                          STATION DESCRIPTION
 RD0145
 RD0145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RD0145'5.0 MI NW FROM OAK GROVE RANGER STA.
 RD0145'ABOUT 5.0 MILES NORTHWEST ALONG THE CLACKAMAS RIVER ROAD FROM THE OAK
 RD0145'GROVE RANGER STATION, AT THE THREE LYNX POWER PLANT, ABOUT 60 FEET
 RD0145'NORTH OF THE NORTH SIDE OF THE MAIN POWER PLANT, 17 FEET EAST OF THE
 RD0145'CENTER LINE OF THE ROAD LEADING TO THE POWER PLANT, SET IN TOP OF THE
 RD0145'NORTHWEST CORNER OF THE CONCRETE FOUNDATION SUPPORTING THE OIL
 RD0145'CIRCUIT-BREAKER NO. B-116, 4.3 FEET ABOVE THE GROUND LEVEL.
 RD0145
 RD0145                          STATION RECOVERY (1989)
 RD0145
 RD0145'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RD0145'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0688 ***********************************************************************
 PA0688  DESIGNATION -  113 35
 PA0688  PID         -  PA0688
 PA0688  STATE/COUNTY-  OR/HARNEY
 PA0688  USGS QUAD   -  DEVINE RIDGE NORTH (1990)
 PA0688
 PA0688                         *CURRENT SURVEY CONTROL
 PA0688  ___________________________________________________________________
 PA0688* NAD 83(1991)-  43 52 01.80642(N)    118 55 46.18120(W)     ADJUSTED  
 PA0688* NAVD 88     -      1485.     (meters)    4872.     (feet)  SCALED    
 PA0688  ___________________________________________________________________
 PA0688  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 PA0688  GEOID HEIGHT-         -18.26  (meters)                     GEOID03
 PA0688  HORZ ORDER  -  SECOND
 PA0688
 PA0688.The horizontal coordinates were established by classical geodetic methods
 PA0688.and adjusted by the National Geodetic Survey in October 1991.
 PA0688
 PA0688.The orthometric height was scaled from a topographic map.
 PA0688
 PA0688.The Laplace correction was computed from DEFLEC99 derived deflections.
 PA0688
 PA0688.The geoid height was determined by GEOID03.
 PA0688
 PA0688;                    North         East     Units Scale Factor Converg.
 PA0688;SPC OR S     -   245,628.533 1,626,233.615   MT  0.99996896   +1 04 28.0
 PA0688;SPC OR S     -   805,867.89  5,335,412.12   iFT  0.99996896   +1 04 28.0
 PA0688;SPC OR N     -    23,508.736 2,626,255.895   MT  1.00014982   +1 06 49.6
 PA0688;SPC OR N     -    77,128.40  8,616,325.11   iFT  1.00014982   +1 06 49.6
 PA0688;UTM  11      - 4,858,929.166   344,958.555   MT  0.99989566   -1 20 14.6
 PA0688
 PA0688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PA0688!SPC OR S     -   0.99977002  x   0.99996896  =   0.99973898
 PA0688!SPC OR N     -   0.99977002  x   1.00014982  =   0.99991980
 PA0688!UTM  11      -   0.99977002  x   0.99989566  =   0.99966570
 PA0688
 PA0688                          SUPERSEDED SURVEY CONTROL
 PA0688
 PA0688  NAD 83(1986)-  43 52 01.81266(N)    118 55 46.17495(W) AD(       ) 2
 PA0688  NAD 27      -  43 52 02.26000(N)    118 55 42.40000(W) AD(       ) 2
 PA0688
 PA0688.Superseded values are not recommended for survey control.
 PA0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0688.See file dsdata.txt to determine how the superseded data were derived.
 PA0688
 PA0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ4495958929(NAD 83)
 PA0688_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PA0688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0688_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PA0688
 PA0688  HISTORY     - Date     Condition        Report By
 PA0688  HISTORY     - 1933     MONUMENTED       BPR
 PA0688  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PA0688  HISTORY     - 1957     SEE DESCRIPTION  CGS
 PA0688
 PA0688                          STATION DESCRIPTION
 PA0688
 PA0688'DESCRIBED BY US BUREAU OF PUBLIC ROADS 1933 (FGJ)
 PA0688'ABOUT 22.6 MILES N OF BURNS, ON THE W SIDE OF THE CANYON
 PA0688'CITY-BURNS HIGHWAY, ABOUT 500 FEET NORTHWESTERLY FROM THE CENTER
 PA0688'OF SEC. 6, T 20 S, R 32 E.  THE STATION IS 40 FEET DISTANT
 PA0688'WESTERLY FROM THE CENTER LINE BEING MEASURED AT RIGHT ANGLES TO
 PA0688'THE BEARING OF THE TANGENT, WHICH IS IN AZIMUTH 208 DEG 06 MIN
 PA0688'ACCORDING TO THE SURVEYS OF THE B.P.R., AND IS MARKED BY A
 PA0688'B.P.R. STANDARD BRONZE DISK STAMPED 113 35 1929, SET IN THE TOP
 PA0688'OF A CONCRETE POST, NOTE 1B.  A REFERENCE MARK, CONSISTING OF
 PA0688'A B.P.R. DISK IN CONCRETE, NOTE 11A, IS 80 FEET SOUTHEASTERLY
 PA0688'FROM THE STATION IN AZIMUTH 298 DEG 06 MIN, AND IS STAMPED
 PA0688'4858 114 35 1929.  THIS AZIMUTH AND DISTANCE ARE TAKEN FROM
 PA0688'B.P.R. RECORDS.  THE ELEVATION OF THE REFERENCE MARK IS
 PA0688'4857.276 FEET ON THE 1929 ADJUSTMENT.
 PA0688'
 PA0688'THE POINT IS OPPOSITE SURVEY STATION 1192 PLUS 0.7.  THE STATION
 PA0688'IS AN ALIGNMENT AND RIGHT-OF-WAY MARK OF THE B.P.R.
 PA0688'
 PA0688'USED AS AN INTERSECTION STATION BY JOHNSON, AND NOT DESCRIBED.
 PA0688'
 PA0688'DESCRIPTION FROM OREGON NO.1 P. 398 MAC ARTHUR.
 PA0688
 PA0688                          STATION RECOVERY (1934)
 PA0688
 PA0688'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (LAM)
 PA0688'ABOUT 22.6 MILES N OF BURNS, ON THE W SIDE OF THE CANYON
 PA0688'CITY-BURNS HIGHWAY (U.S. 395), ABOUT 500 FEET NORTHWESTERLY FROM
 PA0688'THE CENTER OF SEC. 6, T 20 S, R 32 E.  THE STATION IS 40 FEET
 PA0688'DISTANT WESTERLY FROM THE CENTER LINE OF THE HIGHWAY AT THE
 PA0688'SOUTHERLY END OF A TANGENT ABOUT 0.25 MILE LONG, THE DISTANCE
 PA0688'FROM THE CENTER LINE BEING MEASURED AT RIGHT ANGLES TO THE
 PA0688'BEARING OF THE TANGENT, WHICH IS IN AZIMUTH 208 DEG 06 MIN
 PA0688'ACCORDING TO THE SURVEYS OF THE B.P.R.  THE POINT IS OPPOSITE
 PA0688'SURVEY STATION 1192 PLUS 0.7.  THE STATION IS AN ALIGNMENT AND
 PA0688'RIGHT-OF-WAY MARK OF THE B.P.R., AND IS MARKED BY A
 PA0688'B.P.R. STANDARD BRONZE DISK STAMPED 113 35 1929, SET IN
 PA0688'THE TOP OF A CONCRETE POST, NOTE 1B.  A REFERENCE MARK,
 PA0688'CONSISTING OF A B.P.R. DISK IN CONCRETE, NOTE 11A, IS 80
 PA0688'FEET SOUTHEASTERLY FROM THE STATION IN AZIMUTH 298 DEG 06
 PA0688'MIN, AND IS STAMPED 4858 114 35 1929.  THIS AZIMUTH AND
 PA0688'DISTANCE WERE TAKEN FROM B.P.R. RECORDS.  THE
 PA0688'ELEVATION OF THE REFERENCE MARK IS 4857.273 FEET ON THE 1929
 PA0688'ADJUSTMENT.
 PA0688
 PA0688                          STATION RECOVERY (1957)
 PA0688
 PA0688'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WJB)
 PA0688'THE STATION WAS RECOVERED AND THE MARK WAS FOUND IN GOOD CONDITION
 PA0688'AS DESCRIBED.  A NEW HIGHWAY HAS BEEN BUILT SINCE 1933 AND THE
 PA0688'STATION IS A LITTLE FARTHER FROM THE HIGHWAY THAN DESCRIBED IN
 PA0688'1933.
 PA0688'
 PA0688'THIS STATION WAS OCCUPIED FOR VERTICLE ANGLES ONLY AT THIS TIME.
 PA0688'
 PA0688'TO REACH THE STATION FROM THE POST OFFICE IN BURNS, GO NORTHERLY
 PA0688'ON U.S. HIGHWAY 395 FOR 19.9 MILES TO THE CROW FLAT CAMP OF THE
 PA0688'FOREST SERVICE ON THE RIGHT.  CONTINUE NORTHERLY ON HIGHWAY 395
 PA0688'FOR 2.1 MILES TO A SECTION OF THE OLD HIGHWAY LEFT.  TURN LEFT
 PA0688'ONTO THE OLD HIGHWAY AND GO 0.1 MILE TO STATION ABOUT 40 FEET
 PA0688'UP ON THE HILLSIDE TO THE LEFT OF ROAD.
 PA0688'
 PA0688'THE MARK IS A STANDARD BRONZE U.S. BUREAU OF PUBLIC ROADS DISK
 PA0688'STAMPED NO 35-113 1929, SET IN THE TOP OF A PRECAST CONCRETE POST
 PA0688'PROJECTING ABOUT 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0602 ***********************************************************************
 NW0602  DESIGNATION -  113 MDC
 NW0602  PID         -  NW0602
 NW0602  STATE/COUNTY-  OR/MALHEUR
 NW0602  USGS QUAD   -  INDIAN FORT (1980)
 NW0602
 NW0602                         *CURRENT SURVEY CONTROL
 NW0602  ___________________________________________________________________
 NW0602* NAD 83(1986)-  42 43 51.     (N)    117 28 22.     (W)     SCALED    
 NW0602* NAVD 88     -      1317.968  (meters)    4324.03   (feet)  ADJUSTED  
 NW0602  ___________________________________________________________________
 NW0602  GEOID HEIGHT-         -17.80  (meters)                     GEOID03
 NW0602  DYNAMIC HT  -        1317.232 (meters)    4321.62  (feet)  COMP
 NW0602  MODELED GRAV-     980,016.8   (mgal)                       NAVD 88
 NW0602
 NW0602  VERT ORDER  -  SECOND    CLASS 0
 NW0602
 NW0602.The horizontal coordinates were scaled from a topographic map and have
 NW0602.an estimated accuracy of +/- 6 seconds.
 NW0602
 NW0602.The orthometric height was determined by differential leveling
 NW0602.and adjusted in August 1995.
 NW0602
 NW0602.The geoid height was determined by GEOID03.
 NW0602
 NW0602.The dynamic height is computed by dividing the NAVD 88
 NW0602.geopotential number by the normal gravity value computed on the
 NW0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0602.degrees latitude (g = 980.6199 gals.).
 NW0602
 NW0602.The modeled gravity was interpolated from observed gravity values.
 NW0602
 NW0602;                    North         East    Units  Estimated Accuracy
 NW0602;SPC OR S     -   122,690.    1,747,840.      MT  (+/- 180 meters Scaled)
 NW0602
 NW0602                          SUPERSEDED SURVEY CONTROL
 NW0602
 NW0602.No superseded survey control is available for this station.
 NW0602
 NW0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH612310(NAD 83)
 NW0602_MARKER: DB = BENCH MARK DISK
 NW0602_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0602_SP_SET: COPPER-CLAD STEEL ROD
 NW0602_STAMPING: 113 MDC 1972 4320
 NW0602_MARK LOGO: USGS  
 NW0602_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0602_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0602_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0602+SATELLITE: SATELLITE OBSERVATIONS - 1972
 NW0602
 NW0602  HISTORY     - Date     Condition        Report By
 NW0602  HISTORY     - 1972     MONUMENTED       USGS
 NW0602
 NW0602                          STATION DESCRIPTION
 NW0602
 NW0602'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 NW0602'FROM ROME, OREGON PROCEED 12.6 MILES SOUTH ALONG A TRACK ROAD TO A
 NW0602'T-ROAD INTERSECTION TO THE WEST, 30 FEET WEST OF THE CENTERLINE OF
 NW0602'THE ROAD, 2 FEET SOUTHWEST OF A STEEL FENCEPOST, SET ON A
 NW0602'COPPER-COATED ROD DRIVEN TO REFUSAL (ROD DEPTH UNKNOWN), ENCASED IN
 NW0602'6-INCH WHITE PLASTIC PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1159 ***********************************************************************
 RC1159  DESIGNATION -  1133
 RC1159  PID         -  RC1159
 RC1159  STATE/COUNTY-  OR/WASCO
 RC1159  USGS QUAD   -  POSTAGE STAMP BUTTE (1987)
 RC1159
 RC1159                         *CURRENT SURVEY CONTROL
 RC1159  ___________________________________________________________________
 RC1159* NAD 83(1986)-  45 15 10.     (N)    121 10 32.     (W)     SCALED    
 RC1159* NAVD 88     -       346.495  (meters)    1136.79   (feet)  ADJUSTED  
 RC1159  ___________________________________________________________________
 RC1159  GEOID HEIGHT-         -21.35  (meters)                     GEOID03
 RC1159  DYNAMIC HT  -         346.452 (meters)    1136.65  (feet)  COMP
 RC1159  MODELED GRAV-     980,485.0   (mgal)                       NAVD 88
 RC1159
 RC1159  VERT ORDER  -  SECOND    CLASS 0
 RC1159
 RC1159.The horizontal coordinates were scaled from a topographic map and have
 RC1159.an estimated accuracy of +/- 6 seconds.
 RC1159
 RC1159.The orthometric height was determined by differential leveling
 RC1159.and adjusted in June 1991.
 RC1159
 RC1159.The geoid height was determined by GEOID03.
 RC1159
 RC1159.The dynamic height is computed by dividing the NAVD 88
 RC1159.geopotential number by the normal gravity value computed on the
 RC1159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1159.degrees latitude (g = 980.6199 gals.).
 RC1159
 RC1159.The modeled gravity was interpolated from observed gravity values.
 RC1159
 RC1159;                    North         East    Units  Estimated Accuracy
 RC1159;SPC OR N     -   176,470.    2,446,980.      MT  (+/- 180 meters Scaled)
 RC1159
 RC1159                          SUPERSEDED SURVEY CONTROL
 RC1159
 RC1159  NGVD 29 (??/??/92)  345.470  (m)         1133.43   (f) ADJ UNCH    2 0
 RC1159
 RC1159.Superseded values are not recommended for survey control.
 RC1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1159.See file dsdata.txt to determine how the superseded data were derived.
 RC1159
 RC1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR431126(NAD 83)
 RC1159_MARKER: Q = CHISELED SQUARE
 RC1159_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RC1159_SP_SET: CULVERT
 RC1159_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC1159
 RC1159  HISTORY     - Date     Condition        Report By
 RC1159  HISTORY     - UNK      MONUMENTED       ORDT
 RC1159  HISTORY     - 1961     GOOD             NGS
 RC1159
 RC1159                          STATION DESCRIPTION
 RC1159
 RC1159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RC1159'0.6 MI N FROM TYGH VALLEY.
 RC1159'REACHED FROM THE POST OFFICE AT TYGH VALLEY BY GOING NORTH ALONG U.S.
 RC1159'HIGHWAY 197 FOR 0.55 MILES TO THE JUNCTION WITH STATE HIGHWAY 216,
 RC1159'KEEP LEFT ON U.S. HIGHWAY 197 FOR 0.05 MILE TO A SMALL CULVERT.  A
 RC1159'CHISELED SQUARE ON THE NORTH CONCRETE HEAD WALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0498 ***********************************************************************
 NZ0498  DESIGNATION -  1137 B
 NZ0498  PID         -  NZ0498
 NZ0498  STATE/COUNTY-  OR/JACKSON
 NZ0498  USGS QUAD   -  GOLD HILL (1983)
 NZ0498
 NZ0498                         *CURRENT SURVEY CONTROL
 NZ0498  ___________________________________________________________________
 NZ0498* NAD 83(1986)-  42 27 31.     (N)    123 00 37.     (W)     SCALED    
 NZ0498* NAVD 88     -       348.164  (meters)    1142.27   (feet)  ADJUSTED  
 NZ0498  ___________________________________________________________________
 NZ0498  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 NZ0498  DYNAMIC HT  -         348.037 (meters)    1141.85  (feet)  COMP
 NZ0498  MODELED GRAV-     980,248.6   (mgal)                       NAVD 88
 NZ0498
 NZ0498  VERT ORDER  -  FIRST     CLASS II
 NZ0498
 NZ0498.The horizontal coordinates were scaled from a topographic map and have
 NZ0498.an estimated accuracy of +/- 6 seconds.
 NZ0498
 NZ0498.The orthometric height was determined by differential leveling
 NZ0498.and adjusted in June 1991.
 NZ0498
 NZ0498.The geoid height was determined by GEOID03.
 NZ0498
 NZ0498.The dynamic height is computed by dividing the NAVD 88
 NZ0498.geopotential number by the normal gravity value computed on the
 NZ0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0498.degrees latitude (g = 980.6199 gals.).
 NZ0498
 NZ0498.The modeled gravity was interpolated from observed gravity values.
 NZ0498
 NZ0498;                    North         East    Units  Estimated Accuracy
 NZ0498;SPC OR S     -    91,070.    1,293,560.      MT  (+/- 180 meters Scaled)
 NZ0498
 NZ0498                          SUPERSEDED SURVEY CONTROL
 NZ0498
 NZ0498  NGVD 29 (??/??/92)  347.156  (m)         1138.96   (f) ADJ UNCH    1 2
 NZ0498
 NZ0498.Superseded values are not recommended for survey control.
 NZ0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0498.See file dsdata.txt to determine how the superseded data were derived.
 NZ0498
 NZ0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN991006(NAD 83)
 NZ0498_MARKER: P = PIPE CAP
 NZ0498_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NZ0498_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NZ0498_STAMPING: 1137 B 1903
 NZ0498_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0498
 NZ0498  HISTORY     - Date     Condition        Report By
 NZ0498  HISTORY     - 1903     MONUMENTED       USGS
 NZ0498  HISTORY     - 1954     GOOD             NGS
 NZ0498  HISTORY     - 1987     MARK NOT FOUND   NGS
 NZ0498
 NZ0498                          STATION DESCRIPTION
 NZ0498
 NZ0498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NZ0498'3.4 MI NE FROM GOLD HILL.
 NZ0498'3.4 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 NZ0498'THE STATION AT GOLD HILL, 0.7 MILE NORTH OF MILEPOLE 453, 0.3 MILE
 NZ0498'EAST OF MILEPOLE 454, 9 1/2 RAILS SOUTHEAST OF THE CROSSING OF A
 NZ0498'GRAVELED ROAD, AT THE SOUTHEAST END OF A LONG CURVE, 19.8 FEET
 NZ0498'NORTHEAST OF THE NORTHEAST RAIL, 49 FEET SOUTHEAST OF A TELEPHONE
 NZ0498'POLE, ABOUT 2 FEET LOWER THAN THE TRACK, AND RIVETED ON TOP OF A 3
 NZ0498'1/2-INCH IRON PIPE PROJECTING 0.8 FOOT ABOVE THE GROUND.  NOTE--
 NZ0498'SLANTING CAP.  THE ROD WAS HELD OVER THE LETTER E OF THE WORD
 NZ0498'GEOLOGICAL DURING THE 1954 RELEVELING.
 NZ0498
 NZ0498                          STATION RECOVERY (1987)
 NZ0498
 NZ0498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 NZ0498'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0603 ***********************************************************************
 NW0603  DESIGNATION -  114 MDC
 NW0603  PID         -  NW0603
 NW0603  STATE/COUNTY-  OR/MALHEUR
 NW0603  USGS QUAD   -  INDIAN FORT (1980)
 NW0603
 NW0603                         *CURRENT SURVEY CONTROL
 NW0603  ___________________________________________________________________
 NW0603* NAD 83(1986)-  42 43 03.     (N)    117 27 27.     (W)     SCALED    
 NW0603* NAVD 88     -      1355.817  (meters)    4448.21   (feet)  ADJUSTED  
 NW0603  ___________________________________________________________________
 NW0603  GEOID HEIGHT-         -17.77  (meters)                     GEOID03
 NW0603  DYNAMIC HT  -        1355.047 (meters)    4445.68  (feet)  COMP
 NW0603  MODELED GRAV-     980,005.7   (mgal)                       NAVD 88
 NW0603
 NW0603  VERT ORDER  -  SECOND    CLASS 0
 NW0603
 NW0603.The horizontal coordinates were scaled from a topographic map and have
 NW0603.an estimated accuracy of +/- 6 seconds.
 NW0603
 NW0603.The orthometric height was determined by differential leveling
 NW0603.and adjusted in August 1995.
 NW0603
 NW0603.The geoid height was determined by GEOID03.
 NW0603
 NW0603.The dynamic height is computed by dividing the NAVD 88
 NW0603.geopotential number by the normal gravity value computed on the
 NW0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0603.degrees latitude (g = 980.6199 gals.).
 NW0603
 NW0603.The modeled gravity was interpolated from observed gravity values.
 NW0603
 NW0603;                    North         East    Units  Estimated Accuracy
 NW0603;SPC OR S     -   121,260.    1,749,150.      MT  (+/- 180 meters Scaled)
 NW0603
 NW0603                          SUPERSEDED SURVEY CONTROL
 NW0603
 NW0603.No superseded survey control is available for this station.
 NW0603
 NW0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH625295(NAD 83)
 NW0603_MARKER: DB = BENCH MARK DISK
 NW0603_SETTING: 66 = SET IN ROCK OUTCROP
 NW0603_SP_SET: ROCK OUTCROP
 NW0603_STAMPING: 114 MDC 1972 4444
 NW0603_MARK LOGO: USGS  
 NW0603_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0603_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0603+STABILITY: POSITION/ELEVATION WELL
 NW0603_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0603+SATELLITE: SATELLITE OBSERVATIONS - 1972
 NW0603
 NW0603  HISTORY     - Date     Condition        Report By
 NW0603  HISTORY     - 1972     MONUMENTED       USGS
 NW0603
 NW0603                          STATION DESCRIPTION
 NW0603
 NW0603'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 NW0603'FROM ROME, OREGON PROCEED 13.8 MILES SOUTH ALONG A TRACK ROAD TO THE
 NW0603'SECOND OF TWO SMALL SUMMITS AND WHERE A SMALL GULLY TO THE WEST OF
 NW0603'THE ROAD IS MADE OF OUTCROPPING ROCK, 150 FEET WEST OF THE CENTERLINE
 NW0603'OF THE ROAD, 2 FEET SOUTH OF A CAIRN, IN THE TOP OF AN OUTCROPPING
 NW0603'LEDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0437 ***********************************************************************
 RB0437  DESIGNATION -  1145
 RB0437  PID         -  RB0437
 RB0437  STATE/COUNTY-  OR/UMATILLA
 RB0437  USGS QUAD   -  MISSION (1974)
 RB0437
 RB0437                         *CURRENT SURVEY CONTROL
 RB0437  ___________________________________________________________________
 RB0437* NAD 83(1986)-  45 41 08.     (N)    118 44 34.     (W)     SCALED    
 RB0437* NAVD 88     -       349.932  (meters)    1148.07   (feet)  ADJUSTED  
 RB0437  ___________________________________________________________________
 RB0437  GEOID HEIGHT-         -20.76  (meters)                     GEOID03
 RB0437  DYNAMIC HT  -         349.898 (meters)    1147.96  (feet)  COMP
 RB0437  MODELED GRAV-     980,509.3   (mgal)                       NAVD 88
 RB0437
 RB0437  VERT ORDER  -  FIRST     CLASS II
 RB0437
 RB0437.The horizontal coordinates were scaled from a topographic map and have
 RB0437.an estimated accuracy of +/- 6 seconds.
 RB0437
 RB0437.The orthometric height was determined by differential leveling
 RB0437.and adjusted in June 1991.
 RB0437
 RB0437.The geoid height was determined by GEOID03.
 RB0437
 RB0437.The dynamic height is computed by dividing the NAVD 88
 RB0437.geopotential number by the normal gravity value computed on the
 RB0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0437.degrees latitude (g = 980.6199 gals.).
 RB0437
 RB0437.The modeled gravity was interpolated from observed gravity values.
 RB0437
 RB0437;                    North         East    Units  Estimated Accuracy
 RB0437;SPC OR N     -   225,840.    2,636,870.      MT  (+/- 180 meters Scaled)
 RB0437
 RB0437                          SUPERSEDED SURVEY CONTROL
 RB0437
 RB0437  NGVD 29 (??/??/92)  348.914  (m)         1144.73   (f) ADJ UNCH    1 2
 RB0437
 RB0437.Superseded values are not recommended for survey control.
 RB0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0437.See file dsdata.txt to determine how the superseded data were derived.
 RB0437
 RB0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL642605(NAD 83)
 RB0437_MARKER: DD = SURVEY DISK
 RB0437_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RB0437_SP_SET: TILE POST
 RB0437_STAMPING: PP AND L 1145 1927
 RB0437_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RB0437
 RB0437  HISTORY     - Date     Condition        Report By
 RB0437  HISTORY     - 1927     MONUMENTED       PG+E
 RB0437  HISTORY     - 1933     GOOD             NGS
 RB0437  HISTORY     - 1964     MARK NOT FOUND   NGS
 RB0437
 RB0437                          STATION DESCRIPTION
 RB0437
 RB0437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 RB0437'2.5 MI N FROM PENDLETON.
 RB0437'2.5 MILES NORTH OF UMATILLA COUNTY COURT HOUSE 0.3 MILES WEST OF
 RB0437'MILEPOST 2. 36 FEET SOUTH OF OREGON WASHINGTON RAILROAD AND NAVIGATION
 RB0437'COMPANY TRACK. 30 FEET NORTH OF OREGON WASHINGTJON HIGHWAY, INSIDE OF
 RB0437'RAILROAD PROPERTY LINE. THREE FEET EAST OF WOODEN GATE.
 RB0437
 RB0437                          STATION RECOVERY (1964)
 RB0437
 RB0437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 RB0437'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0604 ***********************************************************************
 NW0604  DESIGNATION -  115 MDC
 NW0604  PID         -  NW0604
 NW0604  STATE/COUNTY-  OR/MALHEUR
 NW0604  USGS QUAD   -  INDIAN FORT (1980)
 NW0604
 NW0604                         *CURRENT SURVEY CONTROL
 NW0604  ___________________________________________________________________
 NW0604* NAD 83(1986)-  42 42 59.     (N)    117 26 34.     (W)     SCALED    
 NW0604* NAVD 88     -      1365.496  (meters)    4479.96   (feet)  ADJUSTED  
 NW0604  ___________________________________________________________________
 NW0604  GEOID HEIGHT-         -17.74  (meters)                     GEOID03
 NW0604  DYNAMIC HT  -        1364.721 (meters)    4477.42  (feet)  COMP
 NW0604  MODELED GRAV-     980,005.4   (mgal)                       NAVD 88
 NW0604
 NW0604  VERT ORDER  -  SECOND    CLASS 0
 NW0604
 NW0604.The horizontal coordinates were scaled from a topographic map and have
 NW0604.an estimated accuracy of +/- 6 seconds.
 NW0604
 NW0604.The orthometric height was determined by differential leveling
 NW0604.and adjusted in August 1995.
 NW0604
 NW0604.The geoid height was determined by GEOID03.
 NW0604
 NW0604.The dynamic height is computed by dividing the NAVD 88
 NW0604.geopotential number by the normal gravity value computed on the
 NW0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0604.degrees latitude (g = 980.6199 gals.).
 NW0604
 NW0604.The modeled gravity was interpolated from observed gravity values.
 NW0604
 NW0604;                    North         East    Units  Estimated Accuracy
 NW0604;SPC OR S     -   121,180.    1,750,360.      MT  (+/- 180 meters Scaled)
 NW0604
 NW0604                          SUPERSEDED SURVEY CONTROL
 NW0604
 NW0604.No superseded survey control is available for this station.
 NW0604
 NW0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH637294(NAD 83)
 NW0604_MARKER: DB = BENCH MARK DISK
 NW0604_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0604_SP_SET: COPPER-CLAD STEEL ROD
 NW0604_STAMPING: 115 MDC 1972 4476
 NW0604_MARK LOGO: USGS  
 NW0604_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0604_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0604_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0604+SATELLITE: SATELLITE OBSERVATIONS - 1972
 NW0604
 NW0604  HISTORY     - Date     Condition        Report By
 NW0604  HISTORY     - 1972     MONUMENTED       USGS
 NW0604
 NW0604                          STATION DESCRIPTION
 NW0604
 NW0604'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 NW0604'FROM ROME, OREGON PROCEED 14.7 MILES SOUTH ALONG A TRACK ROAD TO AN
 NW0604'OLD CABIN AND SEVERAL FENCE INTERSECTIONS, 15 FEET SOUTH OF THE
 NW0604'NORTHERNMOST PART OF THE CORRAL AROUND THE CABIN, 9 FEET WEST OF THE
 NW0604'CENTERLINE OF THE ROAD, SET ON A COPPER-COATED ROD DRIVEN TO REFUSAL
 NW0604'(ROD DEPTH UNKNOWN), ENCASED IN 6-INCH WHITE PLASTIC PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0626 ***********************************************************************
 NZ0626  DESIGNATION -  1164
 NZ0626  PID         -  NZ0626
 NZ0626  STATE/COUNTY-  OR/JOSEPHINE
 NZ0626  USGS QUAD   -  EIGHT DOLLAR MOUNTAI (1989)
 NZ0626
 NZ0626                         *CURRENT SURVEY CONTROL
 NZ0626  ___________________________________________________________________
 NZ0626* NAD 83(1986)-  42 16 13.     (N)    123 41 11.     (W)     SCALED    
 NZ0626* NAVD 88     -       356.116  (meters)    1168.36   (feet)  ADJUSTED  
 NZ0626  ___________________________________________________________________
 NZ0626  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 NZ0626  DYNAMIC HT  -         355.977 (meters)    1167.90  (feet)  COMP
 NZ0626  MODELED GRAV-     980,223.3   (mgal)                       NAVD 88
 NZ0626
 NZ0626  VERT ORDER  -  SECOND    CLASS 0
 NZ0626
 NZ0626.The horizontal coordinates were scaled from a topographic map and have
 NZ0626.an estimated accuracy of +/- 6 seconds.
 NZ0626
 NZ0626.The orthometric height was determined by differential leveling
 NZ0626.and adjusted in June 1991.
 NZ0626
 NZ0626.The geoid height was determined by GEOID03.
 NZ0626
 NZ0626.The dynamic height is computed by dividing the NAVD 88
 NZ0626.geopotential number by the normal gravity value computed on the
 NZ0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0626.degrees latitude (g = 980.6199 gals.).
 NZ0626
 NZ0626.The modeled gravity was interpolated from observed gravity values.
 NZ0626
 NZ0626;                    North         East    Units  Estimated Accuracy
 NZ0626;SPC OR S     -    72,050.    1,237,180.      MT  (+/- 180 meters Scaled)
 NZ0626
 NZ0626                          SUPERSEDED SURVEY CONTROL
 NZ0626
 NZ0626  NGVD 29 (??/??/92)  355.135  (m)         1165.14   (f) ADJ UNCH    2 0
 NZ0626
 NZ0626.Superseded values are not recommended for survey control.
 NZ0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0626.See file dsdata.txt to determine how the superseded data were derived.
 NZ0626
 NZ0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM433800(NAD 83)
 NZ0626_MARKER: DD = SURVEY DISK
 NZ0626_SETTING: 0 = UNSPECIFIED SETTING
 NZ0626_STAMPING: 1164 EE 1915
 NZ0626_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0626
 NZ0626  HISTORY     - Date     Condition        Report By
 NZ0626  HISTORY     - 1915     MONUMENTED       USGS
 NZ0626  HISTORY     - 1964     MARK NOT FOUND   NGS
 NZ0626
 NZ0626                          STATION DESCRIPTION
 NZ0626
 NZ0626'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 NZ0626'6.8 MI NW FROM KERBY.
 NZ0626'ABOUT 2 MILES NORTH ALONG U.S. HIGHWAY 199 FROM KERBY, THENCE ABOUT
 NZ0626'4.8 MILES NORTHWEST ALONG THE EIGHT DOLLAR ROAD, ABOUT 250 FEET
 NZ0626'SOUTHWEST OF THE NORTHWEST END OF A BRIDGE OVER DEER CREEK.  AT THE
 NZ0626'SOUTHWEST EDGE OF A CAMP GROUNDS, ABOUT 35 FEET NORTHWEST OF THE KERBY
 NZ0626'TRAIL AND ABOUT 2 1/2 FEET NORTH OF THE CENTER OF THE ILLINOIS RIVER
 NZ0626'ROAD TRAIL, AND ABOUT 26 FEET NORTHWEST OF A TRAIL SIGN POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0223 ***********************************************************************
 NZ0223  DESIGNATION -  1164 B
 NZ0223  PID         -  NZ0223
 NZ0223  STATE/COUNTY-  OR/JACKSON
 NZ0223  USGS QUAD   -  SAMS VALLEY (1983)
 NZ0223
 NZ0223                         *CURRENT SURVEY CONTROL
 NZ0223  ___________________________________________________________________
 NZ0223* NAD 83(1986)-  42 25 41.     (N)    122 58 37.     (W)     SCALED    
 NZ0223* NAVD 88     -       356.451  (meters)    1169.46   (feet)  ADJUSTED  
 NZ0223  ___________________________________________________________________
 NZ0223  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 NZ0223  DYNAMIC HT  -         356.320 (meters)    1169.03  (feet)  COMP
 NZ0223  MODELED GRAV-     980,244.9   (mgal)                       NAVD 88
 NZ0223
 NZ0223  VERT ORDER  -  FIRST     CLASS II
 NZ0223
 NZ0223.The horizontal coordinates were scaled from a topographic map and have
 NZ0223.an estimated accuracy of +/- 6 seconds.
 NZ0223
 NZ0223.The orthometric height was determined by differential leveling
 NZ0223.and adjusted in June 1991.
 NZ0223
 NZ0223.The geoid height was determined by GEOID03.
 NZ0223
 NZ0223.The dynamic height is computed by dividing the NAVD 88
 NZ0223.geopotential number by the normal gravity value computed on the
 NZ0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0223.degrees latitude (g = 980.6199 gals.).
 NZ0223
 NZ0223.The modeled gravity was interpolated from observed gravity values.
 NZ0223
 NZ0223;                    North         East    Units  Estimated Accuracy
 NZ0223;SPC OR S     -    87,590.    1,296,200.      MT  (+/- 180 meters Scaled)
 NZ0223
 NZ0223                          SUPERSEDED SURVEY CONTROL
 NZ0223
 NZ0223  NGVD 29 (??/??/92)  355.451  (m)         1166.18   (f) ADJ UNCH    1 2
 NZ0223
 NZ0223.Superseded values are not recommended for survey control.
 NZ0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0223.See file dsdata.txt to determine how the superseded data were derived.
 NZ0223
 NZ0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM018973(NAD 83)
 NZ0223_MARKER: P = PIPE CAP
 NZ0223_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NZ0223_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NZ0223_STAMPING: 1164 B 1903
 NZ0223_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0223
 NZ0223  HISTORY     - Date     Condition        Report By
 NZ0223  HISTORY     - 1903     MONUMENTED       USGS
 NZ0223  HISTORY     - 1954     GOOD             NGS
 NZ0223  HISTORY     - 1987     MARK NOT FOUND   NGS
 NZ0223
 NZ0223                          STATION DESCRIPTION
 NZ0223
 NZ0223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NZ0223'6.6 MI E FROM GOLD HILL.
 NZ0223'6.6 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 NZ0223'STATION AT GOLD HILL, 4.8 MILES NORTHWEST OF CENTRAL POINT, 0.3 MILE
 NZ0223'NORTHWEST OF TOLO SIDING SIGN, ABOUT 6 RAILS NORTHWEST OF CULVERT
 NZ0223'450.53, 39 1/2 FEET SOUTH OF A TELEPHONE POLE, 25.4 FEET NORTHEAST OF
 NZ0223'THE NORTHEAST RAIL, ABOUT LEVEL WITH THE TRACK, AND RIVETED ON TOP OF
 NZ0223'A 3 1/2-INCH IRON PIPE PROJECTING 0.8 FOOT ABOVE THE GROUND.
 NZ0223
 NZ0223                          STATION RECOVERY (1987)
 NZ0223
 NZ0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 NZ0223'THE PIPE WAS FOUND WITH THE DISK MISSING.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1157 ***********************************************************************
 RC1157  DESIGNATION -  1172
 RC1157  PID         -  RC1157
 RC1157  STATE/COUNTY-  OR/WASCO
 RC1157  USGS QUAD   -  POSTAGE STAMP BUTTE (1987)
 RC1157
 RC1157                         *CURRENT SURVEY CONTROL
 RC1157  ___________________________________________________________________
 RC1157* NAD 83(1986)-  45 15 21.     (N)    121 11 11.     (W)     SCALED    
 RC1157* NAVD 88     -       358.197  (meters)    1175.18   (feet)  ADJUSTED  
 RC1157  ___________________________________________________________________
 RC1157  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 RC1157  DYNAMIC HT  -         358.151 (meters)    1175.03  (feet)  COMP
 RC1157  MODELED GRAV-     980,477.0   (mgal)                       NAVD 88
 RC1157
 RC1157  VERT ORDER  -  SECOND    CLASS 0
 RC1157
 RC1157.The horizontal coordinates were scaled from a topographic map and have
 RC1157.an estimated accuracy of +/- 6 seconds.
 RC1157
 RC1157.The orthometric height was determined by differential leveling
 RC1157.and adjusted in June 1991.
 RC1157
 RC1157.The geoid height was determined by GEOID03.
 RC1157
 RC1157.The dynamic height is computed by dividing the NAVD 88
 RC1157.geopotential number by the normal gravity value computed on the
 RC1157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1157.degrees latitude (g = 980.6199 gals.).
 RC1157
 RC1157.The modeled gravity was interpolated from observed gravity values.
 RC1157
 RC1157;                    North         East    Units  Estimated Accuracy
 RC1157;SPC OR N     -   176,820.    2,446,130.      MT  (+/- 180 meters Scaled)
 RC1157
 RC1157                          SUPERSEDED SURVEY CONTROL
 RC1157
 RC1157  NGVD 29 (??/??/92)  357.169  (m)         1171.81   (f) ADJ UNCH    2 0
 RC1157
 RC1157.Superseded values are not recommended for survey control.
 RC1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1157.See file dsdata.txt to determine how the superseded data were derived.
 RC1157
 RC1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR423129(NAD 83)
 RC1157_MARKER: DD = SURVEY DISK
 RC1157_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RC1157_SP_SET: BRIDGE CURB
 RC1157_STAMPING: 1171.678 A 298 1934
 RC1157_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RC1157
 RC1157  HISTORY     - Date     Condition        Report By
 RC1157  HISTORY     - 1934     MONUMENTED       ORDT
 RC1157  HISTORY     - 1961     GOOD             NGS
 RC1157
 RC1157                          STATION DESCRIPTION
 RC1157
 RC1157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RC1157'0.9 MI N FROM TYGH VALLEY.
 RC1157'REACHED FROM THE POST OFFICE AT TYGH VALLEY BY FOLLOWING U.S. HIGHWAY
 RC1157'197 NORTH FOR 0.9 MILE TO THE CONCRETE BRIDGE OVER DRY CREEK, SET IN
 RC1157'THE CURB AT THE SOUTHWEST CORNER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1158 ***********************************************************************
 RC1158  DESIGNATION -  1172 RESET
 RC1158  PID         -  RC1158
 RC1158  STATE/COUNTY-  OR/WASCO
 RC1158  USGS QUAD   -  POSTAGE STAMP BUTTE (1987)
 RC1158
 RC1158                         *CURRENT SURVEY CONTROL
 RC1158  ___________________________________________________________________
 RC1158* NAD 83(1986)-  45 15 20.     (N)    121 11 12.     (W)     SCALED    
 RC1158* NAVD 88     -       355.89   (meters)    1167.6    (feet)  RESET     
 RC1158  ___________________________________________________________________
 RC1158  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 RC1158  VERT ORDER  -  THIRD
 RC1158
 RC1158.The horizontal coordinates were scaled from a topographic map and have
 RC1158.an estimated accuracy of +/- 6 seconds.
 RC1158
 RC1158.The orthometric height was computed from unverified reset data.
 RC1158
 RC1158.The geoid height was determined by GEOID03.
 RC1158
 RC1158;                    North         East    Units  Estimated Accuracy
 RC1158;SPC OR N     -   176,790.    2,446,110.      MT  (+/- 180 meters Scaled)
 RC1158
 RC1158                          SUPERSEDED SURVEY CONTROL
 RC1158
 RC1158.No superseded survey control is available for this station.
 RC1158
 RC1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR422129(NAD 83)
 RC1158_MARKER: DB = BENCH MARK DISK
 RC1158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC1158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC1158_STAMPING: 1172 OSHD RESET 1962
 RC1158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1158+STABILITY: SURFACE MOTION
 RC1158
 RC1158  HISTORY     - Date     Condition        Report By
 RC1158  HISTORY     - 1962     MONUMENTED       CGS
 RC1158
 RC1158                          STATION DESCRIPTION
 RC1158
 RC1158'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 RC1158'0.8 MI NW FROM TYGH VALLEY.
 RC1158'THIS MARK CAN BE REACHED FROM THE POST OFFICE AT TYGH VALLEY BY GOING
 RC1158'NORTHWEST ON THE OLD HIGHWAY FOR ABOUT 0.4 MILE TO THE INTERSECTION
 RC1158'WITH THE NEW HIGHWAY (U. S. HIGHWAY 197) TURN LEFT, GO NORTHWEST ON
 RC1158'THE NEW HIGHWAY FOR ABOUT 0.4 MILE TO JUST BEFORE REACHING DRY CREEK,
 RC1158'LOCATED IN THE SOUTH RIGHT OF WAY FENCE LINE ABOUT 140 FEET SOUTHEAST
 RC1158'OF THE BRIDGE OVER DRY CREEK, AND 1 FOOT WEST OF A METAL WITNESS POST,
 RC1158'AND SET IN THE TOP OF A CONCRETE POST THAT IS PROJECTING ABOUT 1 FOOT
 RC1158'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 DE5624 ***********************************************************************
 DE5624  DESIGNATION -  118
 DE5624  PID         -  DE5624
 DE5624  STATE/COUNTY-  OR/TILLAMOOK
 DE5624  USGS QUAD   -  MIDWAY (1979)
 DE5624
 DE5624                         *CURRENT SURVEY CONTROL
 DE5624  ___________________________________________________________________
 DE5624* NAD 83(2007)-  45 03 08.96042(N)    123 44 30.90367(W)     ADJUSTED  
 DE5624* NAVD 88     -       208.7    (meters)     685.     (feet)  GPS OBS   
 DE5624  ___________________________________________________________________
 DE5624  EPOCH DATE  -        2007.00
 DE5624  X           -  -2,507,090.395 (meters)                     COMP
 DE5624  Y           -  -3,753,271.965 (meters)                     COMP
 DE5624  Z           -   4,491,603.620 (meters)                     COMP
 DE5624  LAPLACE CORR-           8.29  (seconds)                    DEFLEC99
 DE5624  ELLIP HEIGHT-         187.056 (meters)          (02/10/07) ADJUSTED
 DE5624  GEOID HEIGHT-         -21.64  (meters)                     GEOID03
 DE5624
 DE5624  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE5624  Type    PID    Designation                      North   East  Ellip
 DE5624  -------------------------------------------------------------------
 DE5624  NETWORK DE5624 118                               1.59   1.33   1.72
 DE5624  -------------------------------------------------------------------
 DE5624
 DE5624.The horizontal coordinates were established by GPS observations
 DE5624.and adjusted by the National Geodetic Survey in February 2007.
 DE5624
 DE5624.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE5624.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE5624.The horizontal coordinates are valid at the epoch date displayed above.
 DE5624.The epoch date for horizontal control is a decimal equivalence
 DE5624.of Year/Month/Day.
 DE5624
 DE5624.The orthometric height was determined by GPS observations and a
 DE5624.high-resolution geoid model.
 DE5624
 DE5624.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5624
 DE5624.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE5624
 DE5624.The ellipsoidal height was determined by GPS observations
 DE5624.and is referenced to NAD 83.
 DE5624
 DE5624.The geoid height was determined by GEOID03.
 DE5624
 DE5624;                    North         East     Units Scale Factor Converg.
 DE5624;SPC OR N     -   159,116.911 2,244,713.464   MT  0.99989663   -2 17 56.8
 DE5624;SPC OR N     -   522,037.11  7,364,545.49   iFT  0.99989663   -2 17 56.8
 DE5624;UTM  10      - 4,989,049.002   441,578.952   MT  0.99964197   -0 31 30.4
 DE5624
 DE5624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5624!SPC OR N     -   0.99997067  x   0.99989663  =   0.99986731
 DE5624!UTM  10      -   0.99997067  x   0.99964197  =   0.99961265
 DE5624
 DE5624                          SUPERSEDED SURVEY CONTROL
 DE5624
 DE5624  NAD 83(1998)-  45 03 08.95772(N)    123 44 30.90623(W) AD(       ) B
 DE5624  ELLIP H (06/19/02)  187.062  (m)                       GP(       ) 4 1
 DE5624
 DE5624.Superseded values are not recommended for survey control.
 DE5624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE5624.See file dsdata.txt to determine how the superseded data were derived.
 DE5624
 DE5624_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ4157989049(NAD 83)
 DE5624_MARKER: DD = SURVEY DISK
 DE5624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE5624_STAMPING: 118 1994
 DE5624_MARK LOGO: OR-053
 DE5624_PROJECTION: FLUSH
 DE5624_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE5624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE5624+STABILITY: SURFACE MOTION
 DE5624_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5624+SATELLITE: SATELLITE OBSERVATIONS - August 01, 1994
 DE5624
 DE5624  HISTORY     - Date     Condition        Report By
 DE5624  HISTORY     - 19940801 MONUMENTED       OR-053
 DE5624
 DE5624                          STATION DESCRIPTION
 DE5624
 DE5624'DESCRIBED BY POLK COUNTY OREGON 1994 (JDN)
 DE5624'THE STATION IS LOCATED  IN TILLAMOOK COUNTY ABOUT 10.8 KM (6.7 MI)
 DE5624'WEST OF GRAND RONDE, IN
 DE5624'THE NORTHWEST 1/4 OF SECTION 13 T6S R9W, WILLAMETTE MERIDIAN.
 DE5624'OWNWERSHIP-- CONTACT
 DE5624'THE MIAMI CORPORATION AT TELEPHONE NUMBER 503-472-7186 FOR PERMISSION
 DE5624'TO ENTER AND TO
 DE5624'RECEIVE GATE KEYS.
 DE5624' 
 DE5624'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 18 AND
 DE5624'GRAND RONDE OAD IN
 DE5624'GRAND RONDE, GO WEST ON HIGHWAY 18 FOR 12.88 KM (8.0 MI) TO HIGHWAY
 DE5624'MILE 13.15 AND A GATED,
 DE5624'MIAMI CORPORATION, LOGGING ROAD ON THE LEFT.  TURN LEFT, SOUTHEAST,
 DE5624'PASSING THROUGH
 DE5624'THE GATE THEN ON THE LOGGING ROAD FOR 0.65 KM (0.4 MI) TO THE STATION
 DE5624'ON THE LEFT UNDER
 DE5624'POWERLINES THAT RUN FROM THE NORTHEAST TO THE SOUTHWEST.
 DE5624' 
 DE5624'THE STATION IS A 7.6 CM (3 IN)  POLK COUNTY GPS SURVEY MONUMENT BRASS
 DE5624'CAP SET IN THE TOP OF
 DE5624'A 35 CM (14 IN) ROUND CONCRETE POST FLUSH WITH THE GROUND. IT IS 18.3
 DE5624'M (60.0 FT) NORTHEAST
 DE5624'OF THE LOGGING ROAD, 4.6 M (15.0 FT) NORTHWEST FROM A SMALL
 DE5624'MAINTENANCE TRAIL THAT
 DE5624'FOLLOWS THE POWERLINES, AND 0.3 M (1.0 FT) NORTH FROM A CARSONITE
 DE5624'WITNESS POST.
 DE5624' 
 DE5624'FOR ADDITIONAL INFORMATION ON HOW TO REACH THIS MONUMENT SEE THE POLK
 DE5624'COUNTY WEB
 DE5624'PAGE AT WWW.CO.POLK.OR.US/PUBLICWORKS/SURVEYS.HTM
 DE5624' 
 DE5624' 
 DE5624'
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0135 ***********************************************************************
 QE0135  DESIGNATION -  1182
 QE0135  PID         -  QE0135
 QE0135  STATE/COUNTY-  OR/LANE
 QE0135  USGS QUAD   -  MC KENZIE BRIDGE (1989)
 QE0135
 QE0135                         *CURRENT SURVEY CONTROL
 QE0135  ___________________________________________________________________
 QE0135* NAD 83(1986)-  44 10 08.     (N)    122 14 32.     (W)     SCALED    
 QE0135* NAVD 88     -       361.452  (meters)    1185.86   (feet)  POSTED    
 QE0135  ___________________________________________________________________
 QE0135  GEOID HEIGHT-         -22.36  (meters)                     GEOID03
 QE0135  DYNAMIC HT  -         361.360 (meters)    1185.56  (feet)  COMP
 QE0135  MODELED GRAV-     980,355.9   (mgal)                       NAVD 88
 QE0135
 QE0135  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 QE0135
 QE0135.The horizontal coordinates were scaled from a topographic map and have
 QE0135.an estimated accuracy of +/- 6 seconds.
 QE0135
 QE0135.The orthometric height was determined by differential leveling
 QE0135.and adjusted by the  in 1992.
 QE0135.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 QE0135.rate of 0.0 thru 1.0 mm/km.
 QE0135
 QE0135.The geoid height was determined by GEOID03.
 QE0135
 QE0135.The dynamic height is computed by dividing the NAVD 88
 QE0135.geopotential number by the normal gravity value computed on the
 QE0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0135.degrees latitude (g = 980.6199 gals.).
 QE0135
 QE0135.The modeled gravity was interpolated from observed gravity values.
 QE0135
 QE0135;                    North         East    Units  Estimated Accuracy
 QE0135;SPC OR S     -   279,420.    1,360,660.      MT  (+/- 180 meters Scaled)
 QE0135
 QE0135                          SUPERSEDED SURVEY CONTROL
 QE0135
 QE0135  NGVD 29 (??/??/92)  360.312  (m)         1182.12   (f) ADJ UNCH    1 2
 QE0135
 QE0135.Superseded values are not recommended for survey control.
 QE0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0135.See file dsdata.txt to determine how the superseded data were derived.
 QE0135
 QE0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP605909(NAD 83)
 QE0135_MARKER: B = BOLT
 QE0135_SETTING: 80 = SET IN A BOULDER
 QE0135_SP_SET: BOULDER
 QE0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0135+STABILITY: SURFACE MOTION
 QE0135
 QE0135  HISTORY     - Date     Condition        Report By
 QE0135  HISTORY     - UNK      MONUMENTED       USGS
 QE0135  HISTORY     - 1930     GOOD             NGS
 QE0135
 QE0135                          STATION DESCRIPTION
 QE0135
 QE0135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1930
 QE0135'5.5 MI E FROM BLUE RIVER.
 QE0135'35 FEET SOUTH OF MILL CREEK BRIDGE, IN TOP OF BOULDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0637 ***********************************************************************
 QD0637  DESIGNATION -  1187
 QD0637  PID         -  QD0637
 QD0637  STATE/COUNTY-  OR/WASCO
 QD0637  USGS QUAD   -  KASKELA (1962)
 QD0637
 QD0637                         *CURRENT SURVEY CONTROL
 QD0637  ___________________________________________________________________
 QD0637* NAD 83(1986)-  44 55 56.     (N)    121 04 30.     (W)     SCALED    
 QD0637* NAVD 88     -       362.914  (meters)    1190.66   (feet)  ADJUSTED  
 QD0637  ___________________________________________________________________
 QD0637  GEOID HEIGHT-         -21.35  (meters)                     GEOID03
 QD0637  DYNAMIC HT  -         362.843 (meters)    1190.43  (feet)  COMP
 QD0637  MODELED GRAV-     980,414.2   (mgal)                       NAVD 88
 QD0637
 QD0637  VERT ORDER  -  SECOND    CLASS 0
 QD0637
 QD0637.The horizontal coordinates were scaled from a topographic map and have
 QD0637.an estimated accuracy of +/- 6 seconds.
 QD0637
 QD0637.The orthometric height was determined by differential leveling
 QD0637.and adjusted in June 1991.
 QD0637
 QD0637.The geoid height was determined by GEOID03.
 QD0637
 QD0637.The dynamic height is computed by dividing the NAVD 88
 QD0637.geopotential number by the normal gravity value computed on the
 QD0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0637.degrees latitude (g = 980.6199 gals.).
 QD0637
 QD0637.The modeled gravity was interpolated from observed gravity values.
 QD0637
 QD0637;                    North         East    Units  Estimated Accuracy
 QD0637;SPC OR N     -   140,790.    2,454,610.      MT  (+/- 180 meters Scaled)
 QD0637
 QD0637                          SUPERSEDED SURVEY CONTROL
 QD0637
 QD0637  NGVD 29 (??/??/92)  361.852  (m)         1187.18   (f) ADJ UNCH    2 0
 QD0637
 QD0637.Superseded values are not recommended for survey control.
 QD0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0637.See file dsdata.txt to determine how the superseded data were derived.
 QD0637
 QD0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ518772(NAD 83)
 QD0637_MARKER: DD = SURVEY DISK
 QD0637_SETTING: 80 = SET IN A BOULDER
 QD0637_SP_SET: BOULDER
 QD0637_STAMPING: 1187 ORE 1911
 QD0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0637+STABILITY: SURFACE MOTION
 QD0637
 QD0637  HISTORY     - Date     Condition        Report By
 QD0637  HISTORY     - 1911     MONUMENTED       USGS
 QD0637  HISTORY     - 1934     GOOD             NGS
 QD0637  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 QD0637
 QD0637                          STATION DESCRIPTION
 QD0637
 QD0637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QD0637'1.4 MI N FROM KASKELA.
 QD0637'ALONG THE RIGHT OF WAY OF THE OREGON-WASHINGTON RAILROAD FROM
 QD0637'SIGNBOARD, AND NAVIGATION CO., AND OREGON TRUNK LINE COMBINED, 71
 QD0637'RAILS, APPROXIMATELY 781 YARDS SOUTH OF MILE POST 78, 300 FEET NORTH
 QD0637'OF POINT OF ENTRANCE TO OLD GRAVEL PIT WEST OF TRACK, 6 RAILS NORTH OF
 QD0637'SIGN SLOW 15 M, 5 RAILS NORTH OF FENCE CORNER, 35 FEET EAST OF TRACK,
 QD0637'AND DIRECTLY OPPOSITE SIGN 1 M S, SET ON TOP OF LARGE BOULDER.
 QD0637
 QD0637                          STATION RECOVERY (1985)
 QD0637
 QD0637'RECOVERY NOTE BY US POWER SQUADRON 1985
 QD0637'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0778 ***********************************************************************
 NZ0778  DESIGNATION -  1188 B
 NZ0778  PID         -  NZ0778
 NZ0778  STATE/COUNTY-  OR/DOUGLAS
 NZ0778  USGS QUAD   -  RABBIT MOUNTAIN (1990)
 NZ0778
 NZ0778                         *CURRENT SURVEY CONTROL
 NZ0778  ___________________________________________________________________
 NZ0778* NAD 83(1986)-  42 46 17.     (N)    123 33 01.     (W)     SCALED    
 NZ0778* NAVD 88     -       363.506  (meters)    1192.60   (feet)  ADJUSTED  
 NZ0778  ___________________________________________________________________
 NZ0778  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 NZ0778  DYNAMIC HT  -         363.389 (meters)    1192.22  (feet)  COMP
 NZ0778  MODELED GRAV-     980,288.6   (mgal)                       NAVD 88
 NZ0778
 NZ0778  VERT ORDER  -  FIRST     CLASS II
 NZ0778
 NZ0778.The horizontal coordinates were scaled from a topographic map and have
 NZ0778.an estimated accuracy of +/- 6 seconds.
 NZ0778
 NZ0778.The orthometric height was determined by differential leveling
 NZ0778.and adjusted in June 1991.
 NZ0778
 NZ0778.The geoid height was determined by GEOID03.
 NZ0778
 NZ0778.The dynamic height is computed by dividing the NAVD 88
 NZ0778.geopotential number by the normal gravity value computed on the
 NZ0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0778.degrees latitude (g = 980.6199 gals.).
 NZ0778
 NZ0778.The modeled gravity was interpolated from observed gravity values.
 NZ0778
 NZ0778;                    North         East    Units  Estimated Accuracy
 NZ0778;SPC OR S     -   127,260.    1,250,430.      MT  (+/- 180 meters Scaled)
 NZ0778
 NZ0778                          SUPERSEDED SURVEY CONTROL
 NZ0778
 NZ0778  NGVD 29 (??/??/92)  362.469  (m)         1189.20   (f) ADJ UNCH    1 2
 NZ0778
 NZ0778.Superseded values are not recommended for survey control.
 NZ0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0778.See file dsdata.txt to determine how the superseded data were derived.
 NZ0778
 NZ0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN549355(NAD 83)
 NZ0778_MARKER: P = PIPE CAP
 NZ0778_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NZ0778_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NZ0778_STAMPING: 1188 B 1903
 NZ0778_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0778
 NZ0778  HISTORY     - Date     Condition        Report By
 NZ0778  HISTORY     - 1903     MONUMENTED       USGS
 NZ0778  HISTORY     - 1954     GOOD             NGS
 NZ0778
 NZ0778                          STATION DESCRIPTION
 NZ0778
 NZ0778'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NZ0778'4.8 MI SE FROM WEST FORK.
 NZ0778'4.8 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 NZ0778'STEEL BRIDGE 521.4 OVER WEST FORK COW CREEK AT WEST FORK, AT THE
 NZ0778'CROSSING OF A GRAVELED ROAD (CROSSING 516.5A), 0.1 MILE NORTH OF A
 NZ0778'SMALL RAILROAD BUILDING AT BRANDT SIDING, 73 FEET NORTH OF THE CENTER
 NZ0778'LINE OF THE ROAD, 39.4 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK,
 NZ0778'ABOUT LEVEL WITH THE TRACK, AND RIVETED ON TOP OF A 3 1/2-INCH IRON
 NZ0778'PIPE ENCASED IN CONCRETE AND PROJECTING 1.1 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 DE5625 ***********************************************************************
 DE5625  DESIGNATION -  119
 DE5625  PID         -  DE5625
 DE5625  STATE/COUNTY-  OR/POLK
 DE5625  USGS QUAD   -  SALEM WEST (1986)
 DE5625
 DE5625                         *CURRENT SURVEY CONTROL
 DE5625  ___________________________________________________________________
 DE5625* NAD 83(2007)-  44 59 40.62081(N)    123 06 59.55058(W)     ADJUSTED  
 DE5625* NAVD 88     -        64.3    (meters)     211.     (feet)  GPS OBS   
 DE5625  ___________________________________________________________________
 DE5625  EPOCH DATE  -        2007.00
 DE5625  X           -  -2,468,404.976 (meters)                     COMP
 DE5625  Y           -  -3,784,137.019 (meters)                     COMP
 DE5625  Z           -   4,486,954.887 (meters)                     COMP
 DE5625  LAPLACE CORR-          -8.69  (seconds)                    DEFLEC99
 DE5625  ELLIP HEIGHT-          41.742 (meters)          (02/10/07) ADJUSTED
 DE5625  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 DE5625
 DE5625  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE5625  Type    PID    Designation                      North   East  Ellip
 DE5625  -------------------------------------------------------------------
 DE5625  NETWORK DE5625 119                               2.25   2.10   2.27
 DE5625  -------------------------------------------------------------------
 DE5625
 DE5625.The horizontal coordinates were established by GPS observations
 DE5625.and adjusted by the National Geodetic Survey in February 2007.
 DE5625
 DE5625.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE5625.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE5625.The horizontal coordinates are valid at the epoch date displayed above.
 DE5625.The epoch date for horizontal control is a decimal equivalence
 DE5625.of Year/Month/Day.
 DE5625
 DE5625.The orthometric height was determined by GPS observations and a
 DE5625.high-resolution geoid model.
 DE5625
 DE5625.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5625
 DE5625.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE5625
 DE5625.The ellipsoidal height was determined by GPS observations
 DE5625.and is referenced to NAD 83.
 DE5625
 DE5625.The geoid height was determined by GEOID03.
 DE5625
 DE5625;                    North         East     Units Scale Factor Converg.
 DE5625;SPC OR N     -   150,903.907 2,293,731.506   MT  0.99989918   -1 51 20.2
 DE5625;SPC OR N     -   495,091.56  7,525,365.83   iFT  0.99989918   -1 51 20.2
 DE5625;UTM  10      - 4,982,359.011   490,813.861   MT  0.99960104   -0 04 56.6
 DE5625
 DE5625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5625!SPC OR N     -   0.99999346  x   0.99989918  =   0.99989264
 DE5625!UTM  10      -   0.99999346  x   0.99960104  =   0.99959450
 DE5625
 DE5625                          SUPERSEDED SURVEY CONTROL
 DE5625
 DE5625  NAD 83(1998)-  44 59 40.61847(N)    123 06 59.55226(W) AD(       ) B
 DE5625  ELLIP H (06/19/02)   41.752  (m)                       GP(       ) 4 1
 DE5625
 DE5625.Superseded values are not recommended for survey control.
 DE5625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE5625.See file dsdata.txt to determine how the superseded data were derived.
 DE5625
 DE5625_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ9081482359(NAD 83)
 DE5625_MARKER: DD = SURVEY DISK
 DE5625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE5625_STAMPING: 119 1994
 DE5625_MARK LOGO: OR-053
 DE5625_PROJECTION: FLUSH
 DE5625_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE5625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE5625+STABILITY: SURFACE MOTION
 DE5625_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5625+SATELLITE: SATELLITE OBSERVATIONS - August 01, 1994
 DE5625
 DE5625  HISTORY     - Date     Condition        Report By
 DE5625  HISTORY     - 19940801 MONUMENTED       OR-053
 DE5625
 DE5625                          STATION DESCRIPTION
 DE5625
 DE5625'DESCRIBED BY POLK COUNTY OREGON 1994 (JDN)
 DE5625'THE STATION IS LOCATED ABOUT 7.7 KM (4.8 MI) NORTHWEST OF WEST SALEM
 DE5625'AND 11.25 KM (7 MI)
 DE5625'NORTHEAST OF RICKREALL, IN THE NORTHEAST 1/4 OF SECTION 1 T7S R4W,
 DE5625'WILLAMETTE MERIDIAN.
 DE5625'OWNWERSHIP-- POLK COUNTY RIGHT-OF-WAY.
 DE5625' 
 DE5625'TO REACH THE STATION FROM THE INTERSECTION OF EDGEWATER STREET AND
 DE5625'STATE HIGHWAY 221
 DE5625'(ALSO KNOWN AS BOTH WALLACE ROAD AND THE SALEM-DAYTON HIGHWAY), IN
 DE5625'WEST SALEM, GO
 DE5625'NORTH ON HIGHWAY 221 FOR 3.38 KM (2.10 MI) TO THE INTERSECTION OF
 DE5625'BRUSH COLLEGE ROAD
 DE5625'(COUNTY ROAD 6408).  TURN LEFT, NORTHWEST, ON BRUSH COLLEGE ROAD FOR
 DE5625'5.64 KM (3.5 MI) TO
 DE5625'THE STATION ON THE LEFT.  THIS POINT IS ALSO 0.87 KM (0.54 MI)
 DE5625'SOUTHEASTERLY OF THE
 DE5625'INTERSECTION OF BRUSH COLLEGE ROAD WITH EAGLE CREST ROAD (COUNTY ROAD
 DE5625'7401).
 DE5625' 
 DE5625'THE STATIION IS A 7.6 CM (3 IN)  POLK COUNTY GPS SURVEY MONUMENT BRASS
 DE5625'CAP SET IN THE TOP
 DE5625'OF A 35 CM (14 IN)  ROUND CONCRETE POST FLUSH WITH THE GROUND.   IT IS
 DE5625'7.6 M (25.0 FT)
 DE5625'SOUTHERLY OF THE CENTERLINE, 0.9 M (3.0 FT) NORTHERLY OF A FENCE LINE,
 DE5625'0.21 KM (0.13 MI)
 DE5625'WESTERLY FROM THE DRIVEWAY TO HOUSE NUMBER 4090,  0.16 KM (0.1O MI)
 DE5625'EASTERLY FROM THE
 DE5625'DRIVEWAY TO HOUSE NUMBER 4210,  7.6 M (25.0 FT) WESTERLY FROM A FIELD
 DE5625'ENTRANCE, AND 0.3 M
 DE5625'(1.O FT) SOUTH FROM A CARSONITE WITNESS POST.
 DE5625' 
 DE5625'FOR ADDITIONAL INFORMATION ON HOW TO REACH THIS MONUMENT SEE THE POLK
 DE5625'COUNTY WEB
 DE5625'PAGE AT WWW.CO.POLK.OR.US/PUBLICWORKS/SURVEYS.HTM
 DE5625' 
 DE5625' 
 DE5625'
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0010 ***********************************************************************
 RC0010  DESIGNATION -  1199
 RC0010  PID         -  RC0010
 RC0010  STATE/COUNTY-  OR/GILLIAM
 RC0010  USGS QUAD   -  SHUTLER FLAT (1964)
 RC0010
 RC0010                         *CURRENT SURVEY CONTROL
 RC0010  ___________________________________________________________________
 RC0010* NAD 83(1991)-  45 32 46.95553(N)    120 09 56.16678(W)     ADJUSTED  
 RC0010* NAVD 88     -       366.609  (meters)    1202.78   (feet)  ADJUSTED  
 RC0010  ___________________________________________________________________
 RC0010  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 RC0010  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 RC0010  DYNAMIC HT  -         366.582 (meters)    1202.69  (feet)  COMP
 RC0010  MODELED GRAV-     980,531.6   (mgal)                       NAVD 88
 RC0010
 RC0010  HORZ ORDER  -  SECOND
 RC0010  VERT ORDER  -  FIRST     CLASS II
 RC0010
 RC0010.The horizontal coordinates were established by classical geodetic methods
 RC0010.and adjusted by the National Geodetic Survey in October 1991.
 RC0010
 RC0010.The orthometric height was determined by differential leveling
 RC0010.and adjusted in June 1991.
 RC0010
 RC0010.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC0010
 RC0010.The geoid height was determined by GEOID03.
 RC0010
 RC0010.The dynamic height is computed by dividing the NAVD 88
 RC0010.geopotential number by the normal gravity value computed on the
 RC0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0010.degrees latitude (g = 980.6199 gals.).
 RC0010
 RC0010.The modeled gravity was interpolated from observed gravity values.
 RC0010
 RC0010;                    North         East     Units Scale Factor Converg.
 RC0010;SPC OR N     -   208,932.304 2,526,112.183   MT  0.99991628   +0 14 13.7
 RC0010;SPC OR N     -   685,473.44  8,287,769.63   iFT  0.99991628   +0 14 13.7
 RC0010;UTM  10      - 5,047,556.988   721,258.980   MT  1.00020193   +2 01 26.6
 RC0010
 RC0010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC0010!SPC OR N     -   0.99994589  x   0.99991628  =   0.99986218
 RC0010!UTM  10      -   0.99994589  x   1.00020193  =   1.00014781
 RC0010
 RC0010                          SUPERSEDED SURVEY CONTROL
 RC0010
 RC0010  NAD 83(1986)-  45 32 46.96347(N)    120 09 56.15693(W) AD(       ) 2
 RC0010  NAD 27      -  45 32 47.49789(N)    120 09 52.01451(W) AD(       ) 2
 RC0010  NGVD 29 (??/??/92)  365.581  (m)         1199.41   (f) ADJ UNCH    1 2
 RC0010
 RC0010.Superseded values are not recommended for survey control.
 RC0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0010.See file dsdata.txt to determine how the superseded data were derived.
 RC0010
 RC0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGR2125947557(NAD 83)
 RC0010_MARKER: DD = SURVEY DISK
 RC0010_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 RC0010_SP_SET: UNSPECIFIED ROCK
 RC0010_STAMPING: 1199.476 ORE
 RC0010_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RC0010
 RC0010  HISTORY     - Date     Condition        Report By
 RC0010  HISTORY     - 1971     MONUMENTED       USGS
 RC0010  HISTORY     - 1971     POOR             NGS
 RC0010  HISTORY     - 1987     GOOD             USPSQD
 RC0010
 RC0010                          STATION DESCRIPTION
 RC0010
 RC0010'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 RC0010'SEE STATION HART
 RC0010
 RC0010                          STATION RECOVERY (1971)
 RC0010
 RC0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 RC0010'3.5 MI N FROM OLEX.
 RC0010'3.5 MILES NORTH ALONG STATE HIGHWAY 19 FROM THE OLEX POST OFFICE, 240
 RC0010'FEET SOUTH OF MILE POST NO. 13, 30 FEET WEST OF THE CENTERLINE OF THE
 RC0010'HIGHWAY, 5.5 FEET SOUTH OF A FENCE CORNER, 0.5 FOOT SOUTH OF A METAL
 RC0010'WITNESS POST, IN THE SOUTHWEST QUADRANT OF THE INTERSECTION OF HIGHWAY
 RC0010'19 AND BOTTIMILLER ROAD.  THE MARK IS CEMENTED IN A DRILL HOLE IN A
 RC0010'SMALL ROCK THAT IS VERY LOOSE.
 RC0010
 RC0010                          STATION RECOVERY (1987)
 RC0010
 RC0010'RECOVERY NOTE BY US POWER SQUADRON 1987 (RCC)
 RC0010'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0105 ***********************************************************************
 PC0105  DESIGNATION -  12
 PC0105  PID         -  PC0105
 PC0105  STATE/COUNTY-  OR/DOUGLAS
 PC0105  USGS QUAD   -  HAMAKER BUTTE (1985)
 PC0105
 PC0105                         *CURRENT SURVEY CONTROL
 PC0105  ___________________________________________________________________
 PC0105* NAD 83(1986)-  43 02 23.     (N)    122 21 23.     (W)     SCALED    
 PC0105* NAVD 88     -      1167.998  (meters)    3832.01   (feet)  ADJUSTED  
 PC0105  ___________________________________________________________________
 PC0105  GEOID HEIGHT-         -22.27  (meters)                     GEOID03
 PC0105  DYNAMIC HT  -        1167.403 (meters)    3830.05  (feet)  COMP
 PC0105  MODELED GRAV-     980,070.5   (mgal)                       NAVD 88
 PC0105
 PC0105  VERT ORDER  -  SECOND    CLASS 0
 PC0105
 PC0105.The horizontal coordinates were scaled from a topographic map and have
 PC0105.an estimated accuracy of +/- 6 seconds.
 PC0105
 PC0105.The orthometric height was determined by differential leveling
 PC0105.and adjusted in June 1991.
 PC0105
 PC0105.The geoid height was determined by GEOID03.
 PC0105
 PC0105.The dynamic height is computed by dividing the NAVD 88
 PC0105.geopotential number by the normal gravity value computed on the
 PC0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0105.degrees latitude (g = 980.6199 gals.).
 PC0105
 PC0105.The modeled gravity was interpolated from observed gravity values.
 PC0105
 PC0105;                    North         East    Units  Estimated Accuracy
 PC0105;SPC OR S     -   154,200.    1,348,750.      MT  (+/- 180 meters Scaled)
 PC0105
 PC0105                          SUPERSEDED SURVEY CONTROL
 PC0105
 PC0105  NGVD 29 (??/??/92) 1166.749  (m)         3827.91   (f) ADJ UNCH    2 0
 PC0105
 PC0105.Superseded values are not recommended for survey control.
 PC0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0105.See file dsdata.txt to determine how the superseded data were derived.
 PC0105
 PC0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN524654(NAD 83)
 PC0105_MARKER: DD = SURVEY DISK
 PC0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PC0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0105+STABILITY: SURFACE MOTION
 PC0105
 PC0105  HISTORY     - Date     Condition        Report By
 PC0105  HISTORY     - UNK      MONUMENTED       BPR
 PC0105  HISTORY     - 1969     MARK NOT FOUND   NGS
 PC0105  HISTORY     - 1982     MARK NOT FOUND   USGS
 PC0105
 PC0105                          STATION DESCRIPTION
 PC0105
 PC0105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 PC0105'11 MI NE FROM UNION CREEK.
 PC0105'THE HIGHWAY HAS BEEN IMPROVED AT THIS MILEAGE AND THE MARK MAY BE
 PC0105'UNDER THE FILL OF THE HIGHWAY.  THE ORIGINAL DESCRIPTION FOLLOWS. 1.3
 PC0105'MILES NORTHEAST ALONG STATE HIGHWAY 62 FROM THE UNION CREEK RANGER
 PC0105'STATION, THENCE 9.7 MILES NORTHEAST ALONG STATE HIGHWAY 230, AT A
 PC0105'POINT WHERE ROGUE RIVER COMES IN CLOSE TO THE HIGHWAY, 24 FEET
 PC0105'SOUTHEAST OF A 12-INCH FIR TREE SUPPORTING A SIGN READING SECTION
 PC0105'LINE, 20.9 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 4.3 FEET NORTH
 PC0105'OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE HIGHWAY, AND SET IN THE
 PC0105'TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 PC0105
 PC0105                          STATION RECOVERY (1982)
 PC0105
 PC0105'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 PC0105'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0170 ***********************************************************************
 QE0170  DESIGNATION -  12
 QE0170  PID         -  QE0170
 QE0170  STATE/COUNTY-  OR/LINN
 QE0170  USGS QUAD   -  CASCADIA (1994)
 QE0170
 QE0170                         *CURRENT SURVEY CONTROL
 QE0170  ___________________________________________________________________
 QE0170* NAD 83(1986)-  44 23 54.     (N)    122 26 29.     (W)     SCALED    
 QE0170* NAVD 88     -       280.06   (+/-2cm)     918.8    (feet)  VERTCON   
 QE0170  ___________________________________________________________________
 QE0170  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 QE0170  VERT ORDER  -  THIRD (See Below)
 QE0170
 QE0170.The horizontal coordinates were scaled from a topographic map and have
 QE0170.an estimated accuracy of +/- 6 seconds.
 QE0170
 QE0170.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE0170.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE0170.The vertical order pertains to the NGVD 29 superseded value.
 QE0170
 QE0170.The geoid height was determined by GEOID03.
 QE0170
 QE0170;                    North         East    Units  Estimated Accuracy
 QE0170;SPC OR N     -    83,160.    2,345,350.      MT  (+/- 180 meters Scaled)
 QE0170
 QE0170                          SUPERSEDED SURVEY CONTROL
 QE0170
 QE0170  NGVD 29 (??/??/??)  278.97   (m)          915.3    (f) RESET       3  
 QE0170
 QE0170.Superseded values are not recommended for survey control.
 QE0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0170.See file dsdata.txt to determine how the superseded data were derived.
 QE0170
 QE0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ444162(NAD 83)
 QE0170_MARKER: DD = SURVEY DISK
 QE0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0170_STAMPING: 23 C 12 1929
 QE0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0170+STABILITY: SURFACE MOTION
 QE0170
 QE0170  HISTORY     - Date     Condition        Report By
 QE0170  HISTORY     - 1929     MONUMENTED       BPR
 QE0170  HISTORY     - 1963     GOOD             NGS
 QE0170
 QE0170                          STATION DESCRIPTION
 QE0170
 QE0170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 QE0170'2.4 MI E FROM CASCADIA.
 QE0170'2.4 MILES EAST OF THE CASCADIA SCHOOL ON U.S. HIGHWAY 20, 0.4 MILE
 QE0170'EAST OF MILE POST NO. 43, 90 FEET SOUTH AND ACROSS THE HIGHWAY FROM
 QE0170'BENCH MARK 11 (U.S.B.P.R.), 44 FEET SOUTH OF THE CENTER OF THE
 QE0170'HIGHWAY, 16 FEET WEST OF A POWER LINE BRACE POLE, 13 FEET SOUTHWEST OF
 QE0170'THE SIGN MARKING THE NATIONAL FOREST BOUNDARY AND 0.5 FOOT EAST OF A
 QE0170'WOODEN WITNESS POST.  THE MONUMENT PROJECTS 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0616 ***********************************************************************
 QB0616  DESIGNATION -  12
 QB0616  PID         -  QB0616
 QB0616  STATE/COUNTY-  OR/BAKER
 QB0616  USGS QUAD   -  POSY VALLEY (1987)
 QB0616
 QB0616                         *CURRENT SURVEY CONTROL
 QB0616  ___________________________________________________________________
 QB0616* NAD 83(1986)-  44 46 22.     (N)    117 04 30.     (W)     SCALED    
 QB0616* NAVD 88     -       608.232  (meters)    1995.51   (feet)  ADJUSTED  
 QB0616  ___________________________________________________________________
 QB0616  GEOID HEIGHT-         -16.47  (meters)                     GEOID03
 QB0616  DYNAMIC HT  -         608.084 (meters)    1995.02  (feet)  COMP
 QB0616  MODELED GRAV-     980,356.7   (mgal)                       NAVD 88
 QB0616
 QB0616  VERT ORDER  -  SECOND    CLASS 0
 QB0616
 QB0616.The horizontal coordinates were scaled from a topographic map and have
 QB0616.an estimated accuracy of +/- 6 seconds.
 QB0616
 QB0616.The orthometric height was determined by differential leveling
 QB0616.and adjusted in June 1991.
 QB0616
 QB0616.The geoid height was determined by GEOID03.
 QB0616
 QB0616.The dynamic height is computed by dividing the NAVD 88
 QB0616.geopotential number by the normal gravity value computed on the
 QB0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0616.degrees latitude (g = 980.6199 gals.).
 QB0616
 QB0616.The modeled gravity was interpolated from observed gravity values.
 QB0616
 QB0616;                    North         East    Units  Estimated Accuracy
 QB0616;SPC OR N     -   128,660.    2,771,010.      MT  (+/- 180 meters Scaled)
 QB0616
 QB0616                          SUPERSEDED SURVEY CONTROL
 QB0616
 QB0616  NGVD 29 (??/??/92)  607.222  (m)         1992.19   (f) ADJ UNCH    2 0
 QB0616
 QB0616.Superseded values are not recommended for survey control.
 QB0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0616.See file dsdata.txt to determine how the superseded data were derived.
 QB0616
 QB0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK940577(NAD 83)
 QB0616_MARKER: DD = SURVEY DISK
 QB0616_SETTING: 66 = SET IN ROCK OUTCROP
 QB0616_SP_SET: ROCK OUTCROP
 QB0616_STAMPING: 12
 QB0616_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QB0616+STABILITY: POSITION/ELEVATION WELL
 QB0616
 QB0616  HISTORY     - Date     Condition        Report By
 QB0616  HISTORY     - UNK      MONUMENTED       USGS
 QB0616  HISTORY     - 1945     GOOD             NGS
 QB0616
 QB0616                          STATION DESCRIPTION
 QB0616
 QB0616'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 QB0616'4.1 MI W FROM ROBINETTE.
 QB0616'4.1 MILES WEST ALONG THE ROBINETTE-RICHLAND ROAD FROM THE POST OFFICE
 QB0616'AT ROBINETTE, A U.S.G.S. DISK SET IN TOP OF ROCK OUTCROP, 48 FEET
 QB0616'NORTH OF CENTER-LINE OF HIGHWAY, 27 FEET EAST OF CENTER-LINE OF OLD
 QB0616'SIDE ROAD LEADING NORTH, 6 FEET NORTH OF A LINE OF POWER POLES,
 QB0616'DIRECTLY NORTH OF WATER PIPELINE CROSSING RIVER.  U.S.G.S. DISK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0260 ***********************************************************************
 PB0260  DESIGNATION -  12
 PB0260  PID         -  PB0260
 PB0260  STATE/COUNTY-  OR/KLAMATH
 PB0260  USGS QUAD   -  GRASS WELL (1982)
 PB0260
 PB0260                         *CURRENT SURVEY CONTROL
 PB0260  ___________________________________________________________________
 PB0260* NAD 83(1986)-  43 27 25.     (N)    121 22 43.     (W)     SCALED    
 PB0260* NAVD 88     -      1439.280  (meters)    4722.04   (feet)  ADJUSTED  
 PB0260  ___________________________________________________________________
 PB0260  GEOID HEIGHT-         -20.88  (meters)                     GEOID03
 PB0260  DYNAMIC HT  -        1438.522 (meters)    4719.55  (feet)  COMP
 PB0260  MODELED GRAV-     980,042.9   (mgal)                       NAVD 88
 PB0260
 PB0260  VERT ORDER  -  SECOND    CLASS 0
 PB0260
 PB0260.The horizontal coordinates were scaled from a topographic map and have
 PB0260.an estimated accuracy of +/- 6 seconds.
 PB0260
 PB0260.The orthometric height was determined by differential leveling
 PB0260.and adjusted in June 1991.
 PB0260
 PB0260.The geoid height was determined by GEOID03.
 PB0260
 PB0260.The dynamic height is computed by dividing the NAVD 88
 PB0260.geopotential number by the normal gravity value computed on the
 PB0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0260.degrees latitude (g = 980.6199 gals.).
 PB0260
 PB0260.The modeled gravity was interpolated from observed gravity values.
 PB0260
 PB0260;                    North         East    Units  Estimated Accuracy
 PB0260;SPC OR S     -   199,240.    1,428,900.      MT  (+/- 180 meters Scaled)
 PB0260
 PB0260                          SUPERSEDED SURVEY CONTROL
 PB0260
 PB0260  NGVD 29 (??/??/92) 1438.008  (m)         4717.86   (f) ADJ UNCH    2 0
 PB0260
 PB0260.Superseded values are not recommended for survey control.
 PB0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0260.See file dsdata.txt to determine how the superseded data were derived.
 PB0260
 PB0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP311128(NAD 83)
 PB0260_MARKER: DD = SURVEY DISK
 PB0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0260_STAMPING: 4718 12 1929
 PB0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0260+STABILITY: SURFACE MOTION
 PB0260
 PB0260  HISTORY     - Date     Condition        Report By
 PB0260  HISTORY     - 1929     MONUMENTED       BPR
 PB0260  HISTORY     - 1931     GOOD             NGS
 PB0260  HISTORY     - 1977     MARK NOT FOUND   NGS
 PB0260  HISTORY     - 19860916 MARK NOT FOUND   USPSQD
 PB0260
 PB0260                          STATION DESCRIPTION
 PB0260
 PB0260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 PB0260'17.7 MI SE FROM LAPINE.
 PB0260'IN KLAMATH COUNTY, ABOUT 17.7 MILES SOUTHEAST ALONG THE FREMONT
 PB0260'HIGHWAY (OREGON 31) FROM LAPINE, DESCHUTES COUNTY, AT THE WEST END OF
 PB0260'A CURVE, AND 36 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY.  A
 PB0260'UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK, STAMPED 4718 12
 PB0260'1929 AND SET IN THE TOP OF A CONCRETE POST.
 PB0260
 PB0260                          STATION RECOVERY (1977)
 PB0260
 PB0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 PB0260'MARK NOT FOUND.
 PB0260
 PB0260                          STATION RECOVERY (1986)
 PB0260
 PB0260'RECOVERY NOTE BY US POWER SQUADRON 1986 (RCC)
 PB0260'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0162 ***********************************************************************
 PB0162  DESIGNATION -  12
 PB0162  PID         -  PB0162
 PB0162  STATE/COUNTY-  OR/DESCHUTES
 PB0162  USGS QUAD   -  HORSE RIDGE (1981)
 PB0162
 PB0162                         *CURRENT SURVEY CONTROL
 PB0162  ___________________________________________________________________
 PB0162* NAD 83(1986)-  43 58 25.     (N)    121 05 57.     (W)     SCALED    
 PB0162* NAVD 88     -      1137.917  (meters)    3733.32   (feet)  ADJUSTED  
 PB0162  ___________________________________________________________________
 PB0162  GEOID HEIGHT-         -20.68  (meters)                     GEOID03
 PB0162  DYNAMIC HT  -        1137.447 (meters)    3731.77  (feet)  COMP
 PB0162  MODELED GRAV-     980,166.9   (mgal)                       NAVD 88
 PB0162
 PB0162  VERT ORDER  -  FIRST     CLASS II
 PB0162
 PB0162.The horizontal coordinates were scaled from a topographic map and have
 PB0162.an estimated accuracy of +/- 6 seconds.
 PB0162
 PB0162.The orthometric height was determined by differential leveling
 PB0162.and adjusted in June 1991.
 PB0162
 PB0162.The geoid height was determined by GEOID03.
 PB0162
 PB0162.The dynamic height is computed by dividing the NAVD 88
 PB0162.geopotential number by the normal gravity value computed on the
 PB0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0162.degrees latitude (g = 980.6199 gals.).
 PB0162
 PB0162.The modeled gravity was interpolated from observed gravity values.
 PB0162
 PB0162;                    North         East    Units  Estimated Accuracy
 PB0162;SPC OR S     -   256,440.    1,451,920.      MT  (+/- 180 meters Scaled)
 PB0162
 PB0162                          SUPERSEDED SURVEY CONTROL
 PB0162
 PB0162  NGVD 29 (??/??/92) 1136.744  (m)         3729.47   (f) ADJ UNCH    1 2
 PB0162
 PB0162.Superseded values are not recommended for survey control.
 PB0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0162.See file dsdata.txt to determine how the superseded data were derived.
 PB0162
 PB0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP524706(NAD 83)
 PB0162_MARKER: DD = SURVEY DISK
 PB0162_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 PB0162_SP_SET: UNSP. ROCK
 PB0162_STAMPING: 12 1927 3730
 PB0162_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PB0162
 PB0162  HISTORY     - Date     Condition        Report By
 PB0162  HISTORY     - 1927     MONUMENTED       ORDT
 PB0162  HISTORY     - 1943     GOOD             NGS
 PB0162
 PB0162                          STATION DESCRIPTION
 PB0162
 PB0162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PB0162'12.2 MI NW FROM MILLICAN.
 PB0162'THIS MARK IS ABOUT 12.2 MILES NORTHWEST ALONG U.S. HIGHWAY 20 FROM THE
 PB0162'POST OFFICE AT MILLICAN, DESCHUTES COUNTY, 13.2 MILES SOUTHEAST OF
 PB0162'BEND, 0.1 MILE WEST OF A HIGHWAY STOCK PILE SITE, SET ON THE SOUTH
 PB0162'SLOPE OF A RISE, IN TOP OF A ROCK PROJECTION, 53.0 FEET NORTH OF THE
 PB0162'CENTER LINE OF THE HIGHWAY, 3.0 FEET NORTH OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0286 ***********************************************************************
 NZ0286  DESIGNATION -  12
 NZ0286  PID         -  NZ0286
 NZ0286  STATE/COUNTY-  OR/JACKSON
 NZ0286  USGS QUAD   -  TRAIL (1983)
 NZ0286
 NZ0286                         *CURRENT SURVEY CONTROL
 NZ0286  ___________________________________________________________________
 NZ0286* NAD 83(1986)-  42 41 27.     (N)    122 50 28.     (W)     SCALED    
 NZ0286* NAVD 88     -       504.748  (meters)    1655.99   (feet)  ADJUSTED  
 NZ0286  ___________________________________________________________________
 NZ0286  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 NZ0286  DYNAMIC HT  -         504.550 (meters)    1655.34  (feet)  COMP
 NZ0286  MODELED GRAV-     980,214.2   (mgal)                       NAVD 88
 NZ0286
 NZ0286  VERT ORDER  -  SECOND    CLASS 0
 NZ0286
 NZ0286.The horizontal coordinates were scaled from a topographic map and have
 NZ0286.an estimated accuracy of +/- 6 seconds.
 NZ0286
 NZ0286.The orthometric height was determined by differential leveling
 NZ0286.and adjusted in June 1991.
 NZ0286
 NZ0286.The geoid height was determined by GEOID03.
 NZ0286
 NZ0286.The dynamic height is computed by dividing the NAVD 88
 NZ0286.geopotential number by the normal gravity value computed on the
 NZ0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0286.degrees latitude (g = 980.6199 gals.).
 NZ0286
 NZ0286.The modeled gravity was interpolated from observed gravity values.
 NZ0286
 NZ0286;                    North         East    Units  Estimated Accuracy
 NZ0286;SPC OR S     -   116,450.    1,308,190.      MT  (+/- 180 meters Scaled)
 NZ0286
 NZ0286                          SUPERSEDED SURVEY CONTROL
 NZ0286
 NZ0286  NGVD 29 (??/??/92)  503.687  (m)         1652.51   (f) ADJ UNCH    2 0
 NZ0286
 NZ0286.Superseded values are not recommended for survey control.
 NZ0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0286.See file dsdata.txt to determine how the superseded data were derived.
 NZ0286
 NZ0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN130264(NAD 83)
 NZ0286_MARKER: DB = BENCH MARK DISK
 NZ0286_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NZ0286_SP_SET: CULVERT
 NZ0286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0286
 NZ0286  HISTORY     - Date     Condition        Report By
 NZ0286  HISTORY     - UNK      MONUMENTED       BPR
 NZ0286  HISTORY     - 1949     GOOD             NGS
 NZ0286  HISTORY     - 1960     GOOD             NGS
 NZ0286
 NZ0286                          STATION DESCRIPTION
 NZ0286
 NZ0286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 NZ0286'3.7 MI N FROM TRAIL.
 NZ0286'3.7 MILES NORTH ALONG STATE HIGHWAY 227 FROM THE POST OFFICE AT TRAIL,
 NZ0286'AT A 4- BY 6-FOOT CONCRETE BOX CULVERT, IN THE TOP OF THE EAST
 NZ0286'CONCRETE HEAD WALL, 18 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 NZ0286'AND ABOUT 3 FEET HIGHER THAN THE HIGHWAY.
 NZ0286
 NZ0286                          STATION RECOVERY (1960)
 NZ0286
 NZ0286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 NZ0286'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3600 ***********************************************************************
 RD3600  DESIGNATION -  12
 RD3600  PID         -  RD3600
 RD3600  STATE/COUNTY-  OR/MULTNOMAH
 RD3600  USGS QUAD   -  SAUVIE ISLAND (1990)
 RD3600
 RD3600                         *CURRENT SURVEY CONTROL
 RD3600  ___________________________________________________________________
 RD3600* NAD 83(1991)-  45 38 33.74568(N)    122 46 42.98651(W)     ADJUSTED  
 RD3600* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 RD3600  ___________________________________________________________________
 RD3600  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 RD3600  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 RD3600  HORZ ORDER  -  THIRD
 RD3600
 RD3600.The horizontal coordinates were established by classical geodetic methods
 RD3600.and adjusted by the National Geodetic Survey in October 1991.
 RD3600
 RD3600.The orthometric height was scaled from a topographic map.
 RD3600
 RD3600.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3600
 RD3600.The geoid height was determined by GEOID03.
 RD3600
 RD3600;                    North         East     Units Scale Factor Converg.
 RD3600;SPC OR N     -   222,088.670 2,322,395.111   MT  0.99992878   -1 36 57.4
 RD3600;SPC OR N     -   728,637.37  7,619,406.53   iFT  0.99992878   -1 36 57.4
 RD3600;SPC WA S     -    36,953.367   322,374.976   MT  1.00004865   -1 39 18.6
 RD3600;SPC WA S     -   121,237.84  1,057,658.57   sFT  1.00004865   -1 39 18.6
 RD3600;UTM  10      - 5,054,374.884   517,252.949   MT  0.99960366   +0 09 29.9
 RD3600
 RD3600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3600!SPC OR N     -   1.00000341  x   0.99992878  =   0.99993219
 RD3600!SPC WA S     -   1.00000341  x   1.00004865  =   1.00005206
 RD3600!UTM  10      -   1.00000341  x   0.99960366  =   0.99960707
 RD3600
 RD3600|---------------------------------------------------------------------|
 RD3600| PID    Reference Object                     Distance      Geod. Az  |
 RD3600|                                                           dddmmss.s |
 RD3600| RD3594 10                                  379.114 METERS 04632     |
 RD3600| RD3595 11                                  381.970 METERS 14107     |
 RD3600| RD3583 13 2                                APPROX. 0.5 KM 1771851.9 |
 RD3600| RD3585 13                                  APPROX. 0.5 KM 1793719.0 |
 RD3600| RD3601 14                                  433.110 METERS 2355826.9 |
 RD3600|---------------------------------------------------------------------|
 RD3600
 RD3600                          SUPERSEDED SURVEY CONTROL
 RD3600
 RD3600  NAD 83(1986)-  45 38 33.76486(N)    122 46 42.98810(W) AD(       ) 3
 RD3600  NAD 27      -  45 38 34.34300(N)    122 46 38.62400(W) AD(       ) 3
 RD3600
 RD3600.Superseded values are not recommended for survey control.
 RD3600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3600.See file dsdata.txt to determine how the superseded data were derived.
 RD3600
 RD3600_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1725354375(NAD 83)
 RD3600
 RD3600  HISTORY     - Date     Condition        Report By
 RD3600  HISTORY     - 1899     MONUMENTED       USE
 RD3600  HISTORY     - 1960     SEE DESCRIPTION  CGS
 RD3600  HISTORY     - 19940423 MARK NOT FOUND   USPSQD
 RD3600
 RD3600                          STATION DESCRIPTION
 RD3600
 RD3600'DESCRIBED BY US ENGINEERS 1899
 RD3600'THE STATION IS MARKED BY A PIPE.
 RD3600
 RD3600                          STATION RECOVERY (1960)
 RD3600
 RD3600'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ANS)
 RD3600'STATION WAS MARKED BY A PIPE.  THIS STATION WAS NOT RECOVERED.
 RD3600'
 RD3600'A SEARCH WAS MADE OF THE AREA THAT THE STATION WAS IN, FROM THE
 RD3600'GEOGRAPHIC POSITION.  IT IS BELIEVED THAT THIS STATION WAS
 RD3600'DESTROYED WHEN THE LEVEE WAS CONSTRUCTED ALONG THE WILLAMETTE
 RD3600'RIVER.
 RD3600'
 RD3600'IT IS CERTAIN THAT THIS STATION SHOULD BE CONSIDERED LOST.
 RD3600
 RD3600                          STATION RECOVERY (1994)
 RD3600
 RD3600'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD3600'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3588 ***********************************************************************
 RD3588  DESIGNATION -  12 3
 RD3588  PID         -  RD3588
 RD3588  STATE/COUNTY-  OR/MULTNOMAH
 RD3588  USGS QUAD   -  SAUVIE ISLAND (1990)
 RD3588
 RD3588                         *CURRENT SURVEY CONTROL
 RD3588  ___________________________________________________________________
 RD3588* NAD 83(1991)-  45 38 36.36437(N)    122 46 45.61718(W)     ADJUSTED  
 RD3588* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 RD3588  ___________________________________________________________________
 RD3588  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 RD3588  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 RD3588  HORZ ORDER  -  THIRD
 RD3588
 RD3588.The horizontal coordinates were established by classical geodetic methods
 RD3588.and adjusted by the National Geodetic Survey in October 1991.
 RD3588
 RD3588.The orthometric height was scaled from a topographic map.
 RD3588
 RD3588.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3588
 RD3588.The geoid height was determined by GEOID03.
 RD3588
 RD3588;                    North         East     Units Scale Factor Converg.
 RD3588;SPC OR N     -   222,171.087 2,322,340.449   MT  0.99992888   -1 36 59.3
 RD3588;SPC OR N     -   728,907.77  7,619,227.19   iFT  0.99992888   -1 36 59.3
 RD3588;SPC WA S     -    37,035.831   322,320.365   MT  1.00004845   -1 39 20.5
 RD3588;SPC WA S     -   121,508.39  1,057,479.40   sFT  1.00004845   -1 39 20.5
 RD3588;UTM  10      - 5,054,455.542   517,195.780   MT  0.99960364   +0 09 28.0
 RD3588
 RD3588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3588!SPC OR N     -   1.00000216  x   0.99992888  =   0.99993104
 RD3588!SPC WA S     -   1.00000216  x   1.00004845  =   1.00005061
 RD3588!UTM  10      -   1.00000216  x   0.99960364  =   0.99960580
 RD3588
 RD3588:                Primary Azimuth Mark                     Grid Az
 RD3588:SPC OR N     -  9                                        087 09 49.6
 RD3588:SPC WA S     -  9                                        087 12 10.8
 RD3588:UTM  10      -  9                                        085 23 22.3
 RD3588
 RD3588|---------------------------------------------------------------------|
 RD3588| PID    Reference Object                     Distance      Geod. Az  |
 RD3588|                                                           dddmmss.s |
 RD3588| RD3577 9                                   APPROX. 0.9 KM 0853250.3 |
 RD3588| RD3442 WILLAMETTE RIVER ENT LIGHT 1        APPROX. 0.5 KM 0905054.4 |
 RD3588| RD3509 GILLIHAN LIGHT                      133.431 METERS 17832     |
 RD3588|---------------------------------------------------------------------|
 RD3588
 RD3588                          SUPERSEDED SURVEY CONTROL
 RD3588
 RD3588  NAD 83(1986)-  45 38 36.38354(N)    122 46 45.61874(W) AD(       ) 3
 RD3588  NAD 27      -  45 38 36.96300(N)    122 46 41.25700(W) AD(       ) 3
 RD3588
 RD3588.Superseded values are not recommended for survey control.
 RD3588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3588.See file dsdata.txt to determine how the superseded data were derived.
 RD3588
 RD3588_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1719654456(NAD 83)
 RD3588_MARKER: Z = SEE DESCRIPTION
 RD3588_SETTING: 0 = UNSPECIFIED SETTING
 RD3588_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD3588
 RD3588  HISTORY     - Date     Condition        Report By
 RD3588  HISTORY     - 1938     MONUMENTED       USE
 RD3588  HISTORY     - 1945     MARK NOT FOUND   CGS
 RD3588  HISTORY     - 19940423 MARK NOT FOUND   USPSQD
 RD3588
 RD3588                          STATION DESCRIPTION
 RD3588
 RD3588'DESCRIBED BY US ENGINEERS 1938 (WMS)
 RD3588'STATION IS ON THE W BANK OF THE WILLAMETTE RIVER, ABOUT 0.8
 RD3588'MILE UP STREAM OF BELLE VUE POINT.  STATION IS IN AN ALFALFA
 RD3588'FIELD ABOUT 263 FEET INSIDE THE TOP OF THE BANK.
 RD3588'
 RD3588'STATION IS MARKED BY U.S. ENGINEERS MONUMENT, SET FLUSH WITH
 RD3588'GROUND.  STATION WILL BE DIFFICULT TO RECOVER, AS WAS FOUND
 RD3588'BY FARMER WHO OWNS THE LAND.
 RD3588
 RD3588                          STATION RECOVERY (1945)
 RD3588
 RD3588'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (RAE)
 RD3588'A THOROUGH SEARCH WAS MADE FOR THIS STATION BUT IT COULD
 RD3588'NOT BE FOUND.  THE PRESENT TENANT OF THE FARM HAS NEVER
 RD3588'SEEN THE MONUMENT.
 RD3588'
 RD3588'IT IS RECOMMENDED THAT THE STATION BE CONSIDERED LOST.
 RD3588
 RD3588                          STATION RECOVERY (1994)
 RD3588
 RD3588'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD3588'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0616 ***********************************************************************
 NW0616  DESIGNATION -  12 BKC
 NW0616  PID         -  NW0616
 NW0616  STATE/COUNTY-  OR/MALHEUR
 NW0616  USGS QUAD   -  SKULL CREEK (1980)
 NW0616
 NW0616                         *CURRENT SURVEY CONTROL
 NW0616  ___________________________________________________________________
 NW0616* NAD 83(1986)-  42 38 13.     (N)    117 17 32.     (W)     SCALED    
 NW0616* NAVD 88     -      1459.108  (meters)    4787.09   (feet)  ADJUSTED  
 NW0616  ___________________________________________________________________
 NW0616  GEOID HEIGHT-         -17.52  (meters)                     GEOID03
 NW0616  DYNAMIC HT  -        1458.236 (meters)    4784.23  (feet)  COMP
 NW0616  MODELED GRAV-     979,971.8   (mgal)                       NAVD 88
 NW0616
 NW0616  VERT ORDER  -  SECOND    CLASS 0
 NW0616
 NW0616.The horizontal coordinates were scaled from a topographic map and have
 NW0616.an estimated accuracy of +/- 6 seconds.
 NW0616
 NW0616.The orthometric height was determined by differential leveling
 NW0616.and adjusted in August 1995.
 NW0616
 NW0616.The geoid height was determined by GEOID03.
 NW0616
 NW0616.The dynamic height is computed by dividing the NAVD 88
 NW0616.geopotential number by the normal gravity value computed on the
 NW0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0616.degrees latitude (g = 980.6199 gals.).
 NW0616
 NW0616.The modeled gravity was interpolated from observed gravity values.
 NW0616
 NW0616;                    North         East    Units  Estimated Accuracy
 NW0616;SPC OR S     -   112,820.    1,763,020.      MT  (+/- 180 meters Scaled)
 NW0616
 NW0616                          SUPERSEDED SURVEY CONTROL
 NW0616
 NW0616.No superseded survey control is available for this station.
 NW0616
 NW0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH760205(NAD 83)
 NW0616_MARKER: DB = BENCH MARK DISK
 NW0616_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0616_SP_SET: COPPER-CLAD STEEL ROD
 NW0616_STAMPING: 12 BKC 1973 4783
 NW0616_MARK LOGO: USGS  
 NW0616_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0616_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0616_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0616+SATELLITE: SATELLITE OBSERVATIONS - 1973
 NW0616
 NW0616  HISTORY     - Date     Condition        Report By
 NW0616  HISTORY     - 1973     MONUMENTED       USGS
 NW0616
 NW0616                          STATION DESCRIPTION
 NW0616
 NW0616'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 NW0616'FROM ROME, OREGON PROCEED 26.2 MILES SOUTH AND SOUTHEAST ALONG A
 NW0616'TRACK ROAD, AT A DIM TRACK T-ROAD EAST, 52 FEET EAST OF THE
 NW0616'CENTERLINE OF THE ROAD, 40 FEET SOUTH OF THE CENTERLINE OF THE T-ROAD
 NW0616'EAST, SET ON 5/8-INCH COPPER-COATED ROD DRIVEN TO REFUSAL (ROD DEPTH
 NW0616'UNKNOWN) WITH THE TOP ENCASED IN A 6-INCH DRAINPIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2681 ***********************************************************************
 QE2681  DESIGNATION -  12 KJO
 QE2681  PID         -  QE2681
 QE2681  STATE/COUNTY-  OR/LINCOLN
 QE2681  USGS QUAD   -  HARLAN (1984)
 QE2681
 QE2681                         *CURRENT SURVEY CONTROL
 QE2681  ___________________________________________________________________
 QE2681* NAD 83(1986)-  44 35 33.     (N)    123 38 31.     (W)     SCALED    
 QE2681* NAVD 88     -       245.415  (meters)     805.17   (feet)  ADJUSTED  
 QE2681  ___________________________________________________________________
 QE2681  GEOID HEIGHT-         -22.07  (meters)                     GEOID03
 QE2681  DYNAMIC HT  -         245.406 (meters)     805.14  (feet)  COMP
 QE2681  MODELED GRAV-     980,572.5   (mgal)                       NAVD 88
 QE2681
 QE2681  VERT ORDER  -  SECOND    CLASS I
 QE2681
 QE2681.The horizontal coordinates were scaled from a topographic map and have
 QE2681.an estimated accuracy of +/- 6 seconds.
 QE2681
 QE2681.The orthometric height was determined by differential leveling
 QE2681.and adjusted in August 1995.
 QE2681
 QE2681.The geoid height was determined by GEOID03.
 QE2681
 QE2681.The dynamic height is computed by dividing the NAVD 88
 QE2681.geopotential number by the normal gravity value computed on the
 QE2681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE2681.degrees latitude (g = 980.6199 gals.).
 QE2681
 QE2681.The modeled gravity was interpolated from observed gravity values.
 QE2681
 QE2681;                    North         East    Units  Estimated Accuracy
 QE2681;SPC OR N     -   107,730.    2,250,600.      MT  (+/- 180 meters Scaled)
 QE2681
 QE2681                          SUPERSEDED SURVEY CONTROL
 QE2681
 QE2681.No superseded survey control is available for this station.
 QE2681
 QE2681_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ490378(NAD 83)
 QE2681_MARKER: DB = BENCH MARK DISK
 QE2681_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QE2681_SP_SET: COPPER-CLAD STEEL ROD
 QE2681_STAMPING: 12 KJO 1979 802
 QE2681_MARK LOGO: USGS  
 QE2681_PROJECTION: PROJECTING 8 CENTIMETERS
 QE2681_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE2681_ROD/PIPE-DEPTH: 12.2 meters
 QE2681
 QE2681  HISTORY     - Date     Condition        Report By
 QE2681  HISTORY     - 1979     MONUMENTED       USGS
 QE2681
 QE2681                          STATION DESCRIPTION
 QE2681
 QE2681'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 QE2681'2.4 KM (1.50 MI) SW FROM BURNT WOODS.
 QE2681'BURNT WOODS, 1.5 MI SW OF, AT TURNOUT, 72 FT NW OF CENTERLINE OF RD,
 QE2681'ABOUT 44 FT E OF EASTERN BANK OF SMALL CREEK, 4 FT S OF POWERPOLE EB
 QE2681'26.
 QE2681'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0783 ***********************************************************************
 PA0783  DESIGNATION -  12 LRC
 PA0783  PID         -  PA0783
 PA0783  STATE/COUNTY-  OR/HARNEY
 PA0783  USGS QUAD   -  LITTLE JUNIPER MTN (1984)
 PA0783
 PA0783                         *CURRENT SURVEY CONTROL
 PA0783  ___________________________________________________________________
 PA0783* NAD 83(1986)-  43 09 24.     (N)    119 46 22.     (W)     SCALED    
 PA0783* NAVD 88     -      1557.584  (meters)    5110.17   (feet)  ADJUSTED  
 PA0783  ___________________________________________________________________
 PA0783  GEOID HEIGHT-         -19.76  (meters)                     GEOID03
 PA0783  DYNAMIC HT  -        1556.715 (meters)    5107.32  (feet)  COMP
 PA0783  MODELED GRAV-     980,006.7   (mgal)                       NAVD 88
 PA0783
 PA0783  VERT ORDER  -  SECOND    CLASS 0
 PA0783
 PA0783.The horizontal coordinates were scaled from a topographic map and have
 PA0783.an estimated accuracy of +/- 6 seconds.
 PA0783
 PA0783.The orthometric height was determined by differential leveling
 PA0783.and adjusted in August 1995.
 PA0783
 PA0783.The geoid height was determined by GEOID03.
 PA0783
 PA0783.The dynamic height is computed by dividing the NAVD 88
 PA0783.geopotential number by the normal gravity value computed on the
 PA0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0783.degrees latitude (g = 980.6199 gals.).
 PA0783
 PA0783.The modeled gravity was interpolated from observed gravity values.
 PA0783
 PA0783;                    North         East    Units  Estimated Accuracy
 PA0783;SPC OR S     -   165,770.    1,559,140.      MT  (+/- 180 meters Scaled)
 PA0783
 PA0783                          SUPERSEDED SURVEY CONTROL
 PA0783
 PA0783.No superseded survey control is available for this station.
 PA0783
 PA0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKH745819(NAD 83)
 PA0783_MARKER: DB = BENCH MARK DISK
 PA0783_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PA0783+WITH SETTING: INFORMATION.
 PA0783_SP_SET: METAL ROD DRIVEN INTO GROUND
 PA0783_STAMPING: 12 LRC 1970 5106
 PA0783_MARK LOGO: USGS  
 PA0783_MAGNETIC: I = MARKER IS A STEEL ROD
 PA0783_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PA0783
 PA0783  HISTORY     - Date     Condition        Report By
 PA0783  HISTORY     - 1970     MONUMENTED       USGS
 PA0783
 PA0783                          STATION DESCRIPTION
 PA0783
 PA0783'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 PA0783'FROM WAGONTIRE, OREGON, PROCEED 4.5 MILES SOUTHWEST ALONG U S HIGHWAY
 PA0783'395 TO DRY VALLEY ROAD, THENCE 8.0 MILES SOUTH ALONG DRY VALLEY ROAD
 PA0783'TO THE SUMMIT OF HORSEHEAD PASS, 4.5 MILES NORTH OF DRY VALLEY RANCH
 PA0783'HOUSE, 63 FEET SOUTHWEST OF AND 2.5 FEET HIGHER THAN THE CENTERLINE
 PA0783'OF THE ROAD, 3 FEET NORTHEAST OF A WITNESS POST.  THE ROD DEPTH IS
 PA0783'UNKNOWN AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0150 ***********************************************************************
 PC0150  DESIGNATION -  12 M
 PC0150  PID         -  PC0150
 PC0150  STATE/COUNTY-  OR/DOUGLAS
 PC0150  USGS QUAD   -  STEAMBOAT (1997)
 PC0150
 PC0150                         *CURRENT SURVEY CONTROL
 PC0150  ___________________________________________________________________
 PC0150* NAD 83(1986)-  43 20 36.     (N)    122 44 14.     (W)     SCALED    
 PC0150* NAVD 88     -       348.994  (meters)    1144.99   (feet)  ADJUSTED  
 PC0150  ___________________________________________________________________
 PC0150  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 PC0150  DYNAMIC HT  -         348.879 (meters)    1144.61  (feet)  COMP
 PC0150  MODELED GRAV-     980,280.4   (mgal)                       NAVD 88
 PC0150
 PC0150  VERT ORDER  -  FIRST     CLASS II
 PC0150
 PC0150.The horizontal coordinates were scaled from a topographic map and have
 PC0150.an estimated accuracy of +/- 6 seconds.
 PC0150
 PC0150.The orthometric height was determined by differential leveling
 PC0150.and adjusted in June 1991.
 PC0150
 PC0150.The geoid height was determined by GEOID03.
 PC0150
 PC0150.The dynamic height is computed by dividing the NAVD 88
 PC0150.geopotential number by the normal gravity value computed on the
 PC0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0150.degrees latitude (g = 980.6199 gals.).
 PC0150
 PC0150.The modeled gravity was interpolated from observed gravity values.
 PC0150
 PC0150;                    North         East    Units  Estimated Accuracy
 PC0150;SPC OR S     -   188,670.    1,318,630.      MT  (+/- 180 meters Scaled)
 PC0150
 PC0150                          SUPERSEDED SURVEY CONTROL
 PC0150
 PC0150  NGVD 29 (??/??/92)  347.866  (m)         1141.29   (f) ADJ UNCH    1 2
 PC0150
 PC0150.Superseded values are not recommended for survey control.
 PC0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0150.See file dsdata.txt to determine how the superseded data were derived.
 PC0150
 PC0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN212989(NAD 83)
 PC0150_MARKER: DD = SURVEY DISK
 PC0150_SETTING: 80 = SET IN A BOULDER
 PC0150_SP_SET: BOULDER
 PC0150_STAMPING: 12 M 1935
 PC0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0150+STABILITY: SURFACE MOTION
 PC0150
 PC0150  HISTORY     - Date     Condition        Report By
 PC0150  HISTORY     - 1935     MONUMENTED       USGS
 PC0150  HISTORY     - 1941     GOOD             NGS
 PC0150
 PC0150                          STATION DESCRIPTION
 PC0150
 PC0150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 PC0150'20.4 MI E FROM IDLEYLD PARK.
 PC0150'ABOUT 20.4 MILES EAST OF IDLEYLD PARK ON ROAD TO DIAMOND LAKE, 225
 PC0150'FEET EAST OF STEAMBOAT GUARD STATION, 140 FEET WEST OF BRIDGE OVER
 PC0150'STEAMBOAT CREEK, 12 FEET NORTH OF ROAD, IN LARGE BOULDER.  WITNESS
 PC0150'POST SET BY MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0131 ***********************************************************************
 QE0131  DESIGNATION -  12 M RESET
 QE0131  PID         -  QE0131
 QE0131  STATE/COUNTY-  OR/LANE
 QE0131  USGS QUAD   -  BLUE RIVER (1989)
 QE0131
 QE0131                         *CURRENT SURVEY CONTROL
 QE0131  ___________________________________________________________________
 QE0131* NAD 83(1986)-  44 09 57.     (N)    122 17 10.     (W)     SCALED    
 QE0131* NAVD 88     -       343.700  (meters)    1127.62   (feet)  ADJUSTED  
 QE0131  ___________________________________________________________________
 QE0131  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 QE0131  DYNAMIC HT  -         343.618 (meters)    1127.35  (feet)  COMP
 QE0131  MODELED GRAV-     980,369.6   (mgal)                       NAVD 88
 QE0131
 QE0131  VERT ORDER  -  FIRST     CLASS II
 QE0131
 QE0131.The horizontal coordinates were scaled from a topographic map and have
 QE0131.an estimated accuracy of +/- 6 seconds.
 QE0131
 QE0131.The orthometric height was determined by differential leveling
 QE0131.and adjusted in June 1991.
 QE0131
 QE0131.The geoid height was determined by GEOID03.
 QE0131
 QE0131.The dynamic height is computed by dividing the NAVD 88
 QE0131.geopotential number by the normal gravity value computed on the
 QE0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0131.degrees latitude (g = 980.6199 gals.).
 QE0131
 QE0131.The modeled gravity was interpolated from observed gravity values.
 QE0131
 QE0131;                    North         East    Units  Estimated Accuracy
 QE0131;SPC OR S     -   279,150.    1,357,150.      MT  (+/- 180 meters Scaled)
 QE0131
 QE0131                          SUPERSEDED SURVEY CONTROL
 QE0131
 QE0131.No superseded survey control is available for this station.
 QE0131
 QE0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP570905(NAD 83)
 QE0131_MARKER: DB = BENCH MARK DISK
 QE0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0131_SP_SET: CONCRETE POST
 QE0131_STAMPING: 12 M USGS RESET 1964
 QE0131_MARK LOGO: CGS   
 QE0131_PROJECTION: PROJECTING 7 CENTIMETERS
 QE0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0131+STABILITY: SURFACE MOTION
 QE0131
 QE0131  HISTORY     - Date     Condition        Report By
 QE0131  HISTORY     - 1964     MONUMENTED       CGS
 QE0131  HISTORY     - 1987     GOOD             NGS
 QE0131  HISTORY     - 1990     GOOD             USPSQD
 QE0131
 QE0131                          STATION DESCRIPTION
 QE0131
 QE0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 QE0131'3.0 MI NE FROM BLUE RIVER.
 QE0131'ABOUT 3.0 MILES NORTHEAST ALONG U. S. HIGHWAY 126 FROM THE BLUE RIVER
 QE0131'POST OFFICE, 0.1 MILE NORTHEAST OF MILE POST NO. 44, 230 FEET
 QE0131'SOUTHWEST OF R. O. SEALS MAIL BOX, 50 FET SOUTH OF THE SOUTHEAST
 QE0131'CORNER OF A HOUSE, 50 FEET SOUTHWEST OF THE CENTER OF U. S. HIGHWAY
 QE0131'126 30 FEET WEST OF THE CENTER OF A DRIVEWAY AND 1 1/2 FEET SOUTH OF A
 QE0131'METAL WITNESS POST, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 QE0131'MONUMENT THAT PROJECTS 2 INCHES.
 QE0131
 QE0131                          STATION RECOVERY (1987)
 QE0131
 QE0131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE0131'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  10.3 KM
 QE0131'(6.40 MI) WESTERLY ALONG STATE HIGHWAY 126 FROM ITS JUNCTION WITH
 QE0131'TAYLOR ROAD IN MCKENZIE BRIDGE, 0.3 KM (0.20 MI) NORTHEAST OF A PAVED
 QE0131'ROAD LEADING NORTHEAST, 14.0 M (45.9 FT) NORTH OF THE CENTERLINE OF
 QE0131'THE HIGHWAY, 11.7 M (38.4 FT) NORTHEAST OF MILEPOST 44, AND 11.5 M
 QE0131'(37.7 FT) WEST OF UTILITY POLE NUMBER M 227-1.
 QE0131'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 QE0131'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
 QE0131
 QE0131                          STATION RECOVERY (1990)
 QE0131
 QE0131'RECOVERY NOTE BY US POWER SQUADRON 1990 (SM)
 QE0131'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0853 ***********************************************************************
 PB0853  DESIGNATION -  12 PSM
 PB0853  PID         -  PB0853
 PB0853  STATE/COUNTY-  OR/LAKE
 PB0853  USGS QUAD   -  WALKER BUTTE (1983)
 PB0853
 PB0853                         *CURRENT SURVEY CONTROL
 PB0853  ___________________________________________________________________
 PB0853* NAD 83(1986)-  43 33 08.     (N)    120 40 08.     (W)     SCALED    
 PB0853* NAVD 88     -      1424.985  (meters)    4675.14   (feet)  ADJUSTED  
 PB0853  ___________________________________________________________________
 PB0853  GEOID HEIGHT-         -20.20  (meters)                     GEOID03
 PB0853  DYNAMIC HT  -        1424.255 (meters)    4672.74  (feet)  COMP
 PB0853  MODELED GRAV-     980,057.1   (mgal)                       NAVD 88
 PB0853
 PB0853  VERT ORDER  -  THIRD
 PB0853
 PB0853.The horizontal coordinates were scaled from a topographic map and have
 PB0853.an estimated accuracy of +/- 6 seconds.
 PB0853
 PB0853.The orthometric height was determined by differential leveling
 PB0853.and adjusted in August 1995.
 PB0853
 PB0853.The geoid height was determined by GEOID03.
 PB0853
 PB0853.The dynamic height is computed by dividing the NAVD 88
 PB0853.geopotential number by the normal gravity value computed on the
 PB0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0853.degrees latitude (g = 980.6199 gals.).
 PB0853
 PB0853.The modeled gravity was interpolated from observed gravity values.
 PB0853
 PB0853;                    North         East    Units  Estimated Accuracy
 PB0853;SPC OR S     -   209,470.    1,486,350.      MT  (+/- 180 meters Scaled)
 PB0853
 PB0853                          SUPERSEDED SURVEY CONTROL
 PB0853
 PB0853.No superseded survey control is available for this station.
 PB0853
 PB0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP882247(NAD 83)
 PB0853_MARKER: DB = BENCH MARK DISK
 PB0853_SETTING: 66 = SET IN ROCK OUTCROP
 PB0853_SP_SET: BEDROCK
 PB0853_STAMPING: 12 PSM 1978 4671
 PB0853_MARK LOGO: USGS  
 PB0853_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PB0853+STABILITY: POSITION/ELEVATION WELL
 PB0853
 PB0853  HISTORY     - Date     Condition        Report By
 PB0853  HISTORY     - 1978     MONUMENTED       USGS
 PB0853
 PB0853                          STATION DESCRIPTION
 PB0853
 PB0853'DESCRIBED BY US GEOLOGICAL SURVEY 1978
 PB0853'47.3 KM (29.40 MI) NORTH FROM CHRISTMAS VALLEY.
 PB0853'CHRISTMAS VALLEY PO, 2.0 MI E OF, THENCE 27.4 MI N ALONG MILLICAN RD.
 PB0853'IN SEC 27 T23S R17E, ON SHORT INCLINE IN RD, 34 FT W OF RD WHERE
 PB0853'DRAIN LEAVES RD, 3 FT E OF CAIRN, 4 FT W OF 5-INCH CIRCULAR HOLE IN
 PB0853'ROCK OUTCROP.
 PB0853'THE MARK IS 7 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0692 ***********************************************************************
 NW0692  DESIGNATION -  12 RTV
 NW0692  PID         -  NW0692
 NW0692  STATE/COUNTY-  OR/MALHEUR
 NW0692  USGS QUAD   -  JACKSON SUMMIT (1982)
 NW0692
 NW0692                         *CURRENT SURVEY CONTROL
 NW0692  ___________________________________________________________________
 NW0692* NAD 83(1986)-  42 13 46.     (N)    117 39 32.     (W)     SCALED    
 NW0692* NAVD 88     -      1943.463  (meters)    6376.18   (feet)  ADJUSTED  
 NW0692  ___________________________________________________________________
 NW0692  GEOID HEIGHT-         -18.09  (meters)                     GEOID03
 NW0692  DYNAMIC HT  -        1942.098 (meters)    6371.70  (feet)  COMP
 NW0692  MODELED GRAV-     979,848.6   (mgal)                       NAVD 88
 NW0692
 NW0692  VERT ORDER  -  SECOND    CLASS 0
 NW0692
 NW0692.The horizontal coordinates were scaled from a topographic map and have
 NW0692.an estimated accuracy of +/- 6 seconds.
 NW0692
 NW0692.The orthometric height was determined by differential leveling
 NW0692.and adjusted in August 1995.
 NW0692
 NW0692.The geoid height was determined by GEOID03.
 NW0692
 NW0692.The dynamic height is computed by dividing the NAVD 88
 NW0692.geopotential number by the normal gravity value computed on the
 NW0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0692.degrees latitude (g = 980.6199 gals.).
 NW0692
 NW0692.The modeled gravity was interpolated from observed gravity values.
 NW0692
 NW0692;                    North         East    Units  Estimated Accuracy
 NW0692;SPC OR S     -    66,500.    1,734,500.      MT  (+/- 180 meters Scaled)
 NW0692
 NW0692                          SUPERSEDED SURVEY CONTROL
 NW0692
 NW0692.No superseded survey control is available for this station.
 NW0692
 NW0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG456754(NAD 83)
 NW0692_MARKER: DB = BENCH MARK DISK
 NW0692_SETTING: 66 = SET IN ROCK OUTCROP
 NW0692_SP_SET: BEDROCK
 NW0692_STAMPING: 12 RTV 1979
 NW0692_MARK LOGO: USGS  
 NW0692_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0692_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0692+STABILITY: POSITION/ELEVATION WELL
 NW0692
 NW0692  HISTORY     - Date     Condition        Report By
 NW0692  HISTORY     - 1979     MONUMENTED       USGS
 NW0692
 NW0692                          STATION DESCRIPTION
 NW0692
 NW0692'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 NW0692'FROM THE MCDERMITT, NEVADA POST OFFICE, PROCEED 15.3 MILES NORTH
 NW0692'ALONG U S HIGHWAY 95, THENCE 7.85 MILES EAST, 393 FEET NORTHWEST OF A
 NW0692'FENCE, 136 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, SET ON 1.5
 NW0692'FEET OF COPPER-COATED ROD CEMENTED IN EXPOSED BEDROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0031 ***********************************************************************
 QE0031  DESIGNATION -  12 S
 QE0031  PID         -  QE0031
 QE0031  STATE/COUNTY-  OR/MARION
 QE0031  USGS QUAD   -  DETROIT (1994)
 QE0031
 QE0031                         *CURRENT SURVEY CONTROL
 QE0031  ___________________________________________________________________
 QE0031* NAD 83(1986)-  44 43 20.     (N)    122 09 22.     (W)     SCALED    
 QE0031* NAVD 88     -       445.815  (meters)    1462.64   (feet)  ADJUSTED  
 QE0031  ___________________________________________________________________
 QE0031  GEOID HEIGHT-         -21.91  (meters)                     GEOID03
 QE0031  DYNAMIC HT  -         445.719 (meters)    1462.33  (feet)  COMP
 QE0031  MODELED GRAV-     980,390.1   (mgal)                       NAVD 88
 QE0031
 QE0031  VERT ORDER  -  FIRST     CLASS II
 QE0031
 QE0031.The horizontal coordinates were scaled from a topographic map and have
 QE0031.an estimated accuracy of +/- 6 seconds.
 QE0031
 QE0031.The orthometric height was determined by differential leveling
 QE0031.and adjusted in June 1991.
 QE0031
 QE0031.The geoid height was determined by GEOID03.
 QE0031
 QE0031.The dynamic height is computed by dividing the NAVD 88
 QE0031.geopotential number by the normal gravity value computed on the
 QE0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0031.degrees latitude (g = 980.6199 gals.).
 QE0031
 QE0031.The modeled gravity was interpolated from observed gravity values.
 QE0031
 QE0031;                    North         East    Units  Estimated Accuracy
 QE0031;SPC OR N     -   118,640.    2,368,810.      MT  (+/- 180 meters Scaled)
 QE0031
 QE0031                          SUPERSEDED SURVEY CONTROL
 QE0031
 QE0031  NGVD 29 (??/??/92)  444.719  (m)         1459.05   (f) ADJ UNCH    1 2
 QE0031
 QE0031.Superseded values are not recommended for survey control.
 QE0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0031.See file dsdata.txt to determine how the superseded data were derived.
 QE0031
 QE0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ668524(NAD 83)
 QE0031_MARKER: DD = SURVEY DISK
 QE0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0031_STAMPING: 12 S 1925
 QE0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0031+STABILITY: SURFACE MOTION
 QE0031
 QE0031  HISTORY     - Date     Condition        Report By
 QE0031  HISTORY     - 1925     MONUMENTED       USGS
 QE0031  HISTORY     - 1941     GOOD             NGS
 QE0031  HISTORY     - 1955     MARK NOT FOUND   NGS
 QE0031
 QE0031                          STATION DESCRIPTION
 QE0031
 QE0031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QE0031'IN DETROIT.
 QE0031'MARK IS LOCATED ON NORTHWEST SIDE OF SOUTHERN PACIFIC COMPANY RAILROAD
 QE0031'TRACK AND STATION, SOUTHWEST SIDE OF LANE, AT FENCE CORNER. U.S.B.M.
 QE0031'WITNESS POST IS SET NEAR THE MARK.
 QE0031
 QE0031                          STATION RECOVERY (1955)
 QE0031
 QE0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 QE0031'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0369 ***********************************************************************
 NX0369  DESIGNATION -  12 STR
 NX0369  PID         -  NX0369
 NX0369  STATE/COUNTY-  OR/MALHEUR
 NX0369  USGS QUAD   -  GROAN CANYON (1981)
 NX0369
 NX0369                         *CURRENT SURVEY CONTROL
 NX0369  ___________________________________________________________________
 NX0369* NAD 83(1986)-  42 45 04.     (N)    118 07 27.     (W)     SCALED    
 NX0369* NAVD 88     -      1277.559  (meters)    4191.46   (feet)  ADJUSTED  
 NX0369  ___________________________________________________________________
 NX0369  GEOID HEIGHT-         -18.52  (meters)                     GEOID03
 NX0369  DYNAMIC HT  -        1276.851 (meters)    4189.14  (feet)  COMP
 NX0369  MODELED GRAV-     980,021.9   (mgal)                       NAVD 88
 NX0369
 NX0369  VERT ORDER  -  SECOND    CLASS 0
 NX0369
 NX0369.The horizontal coordinates were scaled from a topographic map and have
 NX0369.an estimated accuracy of +/- 6 seconds.
 NX0369
 NX0369.The orthometric height was determined by differential leveling
 NX0369.and adjusted in August 1995.
 NX0369
 NX0369.The geoid height was determined by GEOID03.
 NX0369
 NX0369.The dynamic height is computed by dividing the NAVD 88
 NX0369.geopotential number by the normal gravity value computed on the
 NX0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0369.degrees latitude (g = 980.6199 gals.).
 NX0369
 NX0369.The modeled gravity was interpolated from observed gravity values.
 NX0369
 NX0369;                    North         East    Units  Estimated Accuracy
 NX0369;SPC OR S     -   123,220.    1,694,470.      MT  (+/- 180 meters Scaled)
 NX0369
 NX0369                          SUPERSEDED SURVEY CONTROL
 NX0369
 NX0369.No superseded survey control is available for this station.
 NX0369
 NX0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH080337(NAD 83)
 NX0369_MARKER: DB = BENCH MARK DISK
 NX0369_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NX0369+WITH SETTING: INFORMATION.
 NX0369_SP_SET: SHALLOW-SET METAL ROD
 NX0369_STAMPING: 12 STR 1975 4188
 NX0369_MARK LOGO: USGS  
 NX0369_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NX0369
 NX0369  HISTORY     - Date     Condition        Report By
 NX0369  HISTORY     - 1975     MONUMENTED       USGS
 NX0369
 NX0369                          STATION DESCRIPTION
 NX0369
 NX0369'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 NX0369'36.0 KM (22.40 MI) WSW FROM BURNS JUNCTION.
 NX0369'BURNS JCT, 6.5 MI S OF, ALONG US HWY 95, THENCE 1.3 MI SW ALONG
 NX0369'GRADED RD TO GATE, THENCE 1.95 MI N AND W ALONG TRACK RD TO Y-RD,
 NX0369'THENCE 5.3 MI W TO Y-RD, THENCE 7.4 MI W. 0.8 MI E OF WILDCAT WELL
 NX0369'NO. 2, AT SLIGHT BEND TO NW, 22 FT N OF CENTERLINE OF RD.  SET ON
 NX0369'COPPER-COATED STEEL ROD OF UNRECORDED DEPTH, PROJECTING 0.3 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC0578 ***********************************************************************
 SC0578  DESIGNATION -  12.40
 SC0578  PID         -  SC0578
 SC0578  STATE/COUNTY-  OR/CLATSOP
 SC0578  USGS QUAD   -  WARRENTON (1996)
 SC0578
 SC0578                         *CURRENT SURVEY CONTROL
 SC0578  ___________________________________________________________________
 SC0578* NAD 83(1986)-  46 12 09.     (N)    123 57 47.     (W)     SCALED    
 SC0578* NAVD 88     -         5.073  (meters)      16.64   (feet)  ADJUSTED  
 SC0578  ___________________________________________________________________
 SC0578  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 SC0578  DYNAMIC HT  -           5.073 (meters)      16.64  (feet)  COMP
 SC0578  MODELED GRAV-     980,712.7   (mgal)                       NAVD 88
 SC0578
 SC0578  VERT ORDER  -  FIRST     CLASS II
 SC0578
 SC0578.The horizontal coordinates were scaled from a topographic map and have
 SC0578.an estimated accuracy of +/- 6 seconds.
 SC0578
 SC0578.The orthometric height was determined by differential leveling
 SC0578.and adjusted in June 1991.
 SC0578
 SC0578.The geoid height was determined by GEOID03.
 SC0578
 SC0578.The dynamic height is computed by dividing the NAVD 88
 SC0578.geopotential number by the normal gravity value computed on the
 SC0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0578.degrees latitude (g = 980.6199 gals.).
 SC0578
 SC0578.The modeled gravity was interpolated from observed gravity values.
 SC0578
 SC0578;                    North         East    Units  Estimated Accuracy
 SC0578;SPC OR N     -   287,530.    2,232,790.      MT  (+/- 180 meters Scaled)
 SC0578
 SC0578                          SUPERSEDED SURVEY CONTROL
 SC0578
 SC0578  NGVD 29 (??/??/92)    3.973  (m)           13.03   (f) ADJ UNCH    1 2
 SC0578
 SC0578.Superseded values are not recommended for survey control.
 SC0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0578.See file dsdata.txt to determine how the superseded data were derived.
 SC0578
 SC0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS257169(NAD 83)
 SC0578_MARKER: B = BOLT
 SC0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0578_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SC0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0578+STABILITY: SURFACE MOTION
 SC0578
 SC0578  HISTORY     - Date     Condition        Report By
 SC0578  HISTORY     - UNK      MONUMENTED       PG+E
 SC0578  HISTORY     - 1966     MARK NOT FOUND   NGS
 SC0578  HISTORY     - 1987     MARK NOT FOUND   NGS
 SC0578
 SC0578                          STATION DESCRIPTION
 SC0578
 SC0578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 SC0578'IN FORT STEVENS.
 SC0578'AT FORT STEVENS, CLATSOP COUNTY, 68.5 FEET SOUTHEAST OF THE SOUTHEAST
 SC0578'CORNER OF THE CONCRETE BLOCKHOUSE LOCATED AT THE EXTREME WEST OF THE
 SC0578'SOUTH SIDE OF BATTERY CLARK, 50.5 FEET SOUTHWEST OF THE CENTER OF
 SC0578'MANHOLE NO. 32, 34.5 FEET NORTHEAST OF A 14-INCH BLAZED TREE, 28 FEET
 SC0578'NORTH OF AN 18-INCH BLAZED FIR TREE, 23 FEET SOUTHEAST OF A 6-INCH
 SC0578'BLAZED FIR TREE, 1 FOOT FROM A WHITE WOODEN WITNESS POST AND 2-INCHES
 SC0578'BELOW THE SURFACE OF THE GROUND.  A COPPER  BOLT SET IN THE TOP OF A
 SC0578'CONCRETE POST.
 SC0578
 SC0578                          STATION RECOVERY (1987)
 SC0578
 SC0578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SC0578'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC0485 ***********************************************************************
 SC0485  DESIGNATION -  120
 SC0485  PID         -  SC0485
 SC0485  STATE/COUNTY-  OR/CLATSOP
 SC0485  USGS QUAD   -  ASTORIA (1984)
 SC0485
 SC0485                         *CURRENT SURVEY CONTROL
 SC0485  ___________________________________________________________________
 SC0485* NAD 83(1986)-  46 11 43.     (N)    123 46 28.     (W)     SCALED    
 SC0485* NAVD 88     -        37.739  (meters)     123.82   (feet)  ADJUSTED  
 SC0485  ___________________________________________________________________
 SC0485  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 SC0485  DYNAMIC HT  -          37.742 (meters)     123.83  (feet)  COMP
 SC0485  MODELED GRAV-     980,711.6   (mgal)                       NAVD 88
 SC0485
 SC0485  VERT ORDER  -  FIRST     CLASS II
 SC0485
 SC0485.The horizontal coordinates were scaled from a topographic map and have
 SC0485.an estimated accuracy of +/- 6 seconds.
 SC0485
 SC0485.The orthometric height was determined by differential leveling
 SC0485.and adjusted in June 1991.
 SC0485
 SC0485.The geoid height was determined by GEOID03.
 SC0485
 SC0485.The dynamic height is computed by dividing the NAVD 88
 SC0485.geopotential number by the normal gravity value computed on the
 SC0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0485.degrees latitude (g = 980.6199 gals.).
 SC0485
 SC0485.The modeled gravity was interpolated from observed gravity values.
 SC0485
 SC0485;                    North         East    Units  Estimated Accuracy
 SC0485;SPC OR N     -   286,120.    2,247,300.      MT  (+/- 180 meters Scaled)
 SC0485
 SC0485                          SUPERSEDED SURVEY CONTROL
 SC0485
 SC0485  NGVD 29 (??/??/92)   36.691  (m)          120.38   (f) ADJ UNCH    1 2
 SC0485
 SC0485.Superseded values are not recommended for survey control.
 SC0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0485.See file dsdata.txt to determine how the superseded data were derived.
 SC0485
 SC0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS402160(NAD 83)
 SC0485_MARKER: N = NAIL
 SC0485_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SC0485_SP_SET: BASE
 SC0485_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC0485
 SC0485  HISTORY     - Date     Condition        Report By
 SC0485  HISTORY     - UNK      MONUMENTED       USGS
 SC0485  HISTORY     - 1935     GOOD             NGS
 SC0485  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 SC0485  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 SC0485  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 SC0485
 SC0485                          STATION DESCRIPTION
 SC0485
 SC0485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 SC0485'IN ASTORIA.
 SC0485'AT ASTORIA, CLATSOP COUNTY, ON THE COLUMBIA RIVER HIGHWAY AT HIGHWAY
 SC0485'MILEAGE 101.8, IN THE BASE OF THE EAST PORTAL TO ASTORIA, AT THE
 SC0485'NORTHWEST CORNER, 8 INCHES FROM EITHER EDGE.  A UNITED STATES
 SC0485'GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER.
 SC0485
 SC0485                          STATION RECOVERY (1984)
 SC0485
 SC0485'RECOVERY NOTE BY US POWER SQUADRON 1984
 SC0485'MARK NOT FOUND.
 SC0485
 SC0485                          STATION RECOVERY (1989)
 SC0485
 SC0485'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 SC0485'MARK NOT FOUND.
 SC0485
 SC0485                          STATION RECOVERY (1989)
 SC0485
 SC0485'RECOVERY NOTE BY US POWER SQUADRON 1989 (RCC)
 SC0485'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0628 ***********************************************************************
 NY0628  DESIGNATION -  120
 NY0628  PID         -  NY0628
 NY0628  STATE/COUNTY-  OR/KLAMATH
 NY0628  USGS QUAD   -  SUN PASS (1985)
 NY0628
 NY0628                         *CURRENT SURVEY CONTROL
 NY0628  ___________________________________________________________________
 NY0628* NAD 83(1986)-  42 47 57.     (N)    121 58 13.     (W)     SCALED    
 NY0628* NAVD 88     -      1631.78   (+/-2cm)    5353.6    (feet)  VERTCON   
 NY0628  ___________________________________________________________________
 NY0628  GEOID HEIGHT-         -21.94  (meters)                     GEOID03
 NY0628  VERT ORDER  -  ? (See Below)
 NY0628
 NY0628.The horizontal coordinates were scaled from a topographic map and have
 NY0628.an estimated accuracy of +/- 6 seconds.
 NY0628
 NY0628.The NAVD 88 height was computed by applying the VERTCON shift value to
 NY0628.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NY0628.The vertical order pertains to the NGVD 29 superseded value.
 NY0628
 NY0628.The geoid height was determined by GEOID03.
 NY0628
 NY0628;                    North         East    Units  Estimated Accuracy
 NY0628;SPC OR S     -   126,860.    1,379,740.      MT  (+/- 180 meters Scaled)
 NY0628
 NY0628                          SUPERSEDED SURVEY CONTROL
 NY0628
 NY0628  NGVD 29 (??/??/92) 1630.466  (m)         5349.29   (f) ADJ UNCH    ?  
 NY0628
 NY0628.Superseded values are not recommended for survey control.
 NY0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0628.See file dsdata.txt to determine how the superseded data were derived.
 NY0628
 NY0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN842390(NAD 83)
 NY0628_MARKER: N = NAIL
 NY0628_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NY0628_SP_SET: LODGEPOLE PINE
 NY0628_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NY0628
 NY0628  HISTORY     - Date     Condition        Report By
 NY0628  HISTORY     - UNK      MONUMENTED       USGS
 NY0628  HISTORY     - 1934     GOOD             NGS
 NY0628
 NY0628                          STATION DESCRIPTION
 NY0628
 NY0628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NY0628'2.8 MI SW FROM SAND CREEK JUNCTION.
 NY0628'2.8 MILES SOUTHWEST ALONG THE OLD STAGE ROAD FROM SAND CREEK JUNCTION,
 NY0628'KLAMATH COUNTY, 0.9 OF A MILE NORTHEAST OF ITS JUNCTION WITH THE
 NY0628'DALLES-CALIFORNIA HIGHWAY AT MILEAGE 239.9, ON THE SOUTHEAST SIDE OF
 NY0628'THE STAGE ROAD, IN A DEAD 8 INCH LODGE POLE PINE TREE WITH A
 NY0628'TRIANGULAR BLAZE SCRIBED 5349, 3 FEET BELOW THE BLAZE.  THE HEAD OF A
 NY0628'NAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0205 ***********************************************************************
 OA0205  DESIGNATION -  120.24
 OA0205  PID         -  OA0205
 OA0205  STATE/COUNTY-  OR/CURRY
 OA0205  USGS QUAD   -  BROOKINGS (1986)
 OA0205
 OA0205                         *CURRENT SURVEY CONTROL
 OA0205  ___________________________________________________________________
 OA0205* NAD 83(1986)-  42 03 50.     (N)    124 18 10.     (W)     SCALED    
 OA0205* NAVD 88     -        36.543  (meters)     119.89   (feet)  POSTED    
 OA0205  ___________________________________________________________________
 OA0205  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 OA0205  DYNAMIC HT  -          36.530 (meters)     119.85  (feet)  COMP
 OA0205  MODELED GRAV-     980,322.4   (mgal)                       NAVD 88
 OA0205
 OA0205  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 OA0205
 OA0205.The horizontal coordinates were scaled from a topographic map and have
 OA0205.an estimated accuracy of +/- 6 seconds.
 OA0205
 OA0205.The orthometric height was determined by differential leveling
 OA0205.and adjusted by the  in 1992.
 OA0205.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 OA0205.rate of 1.1 thru 2.0 mm/km.
 OA0205
 OA0205.The geoid height was determined by GEOID03.
 OA0205
 OA0205.The dynamic height is computed by dividing the NAVD 88
 OA0205.geopotential number by the normal gravity value computed on the
 OA0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0205.degrees latitude (g = 980.6199 gals.).
 OA0205
 OA0205.The modeled gravity was interpolated from observed gravity values.
 OA0205
 OA0205;                    North         East    Units  Estimated Accuracy
 OA0205;SPC OR S     -    51,270.    1,185,340.      MT  (+/- 180 meters Scaled)
 OA0205
 OA0205                          SUPERSEDED SURVEY CONTROL
 OA0205
 OA0205  NGVD 29 (??/??/92)   35.455  (m)          116.32   (f) ADJ UNCH    1 2
 OA0205
 OA0205.Superseded values are not recommended for survey control.
 OA0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0205.See file dsdata.txt to determine how the superseded data were derived.
 OA0205
 OA0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCM922576(NAD 83)
 OA0205_MARKER: DD = SURVEY DISK
 OA0205_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OA0205_SP_SET: CULVERT
 OA0205_STAMPING: 120.24
 OA0205_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OA0205
 OA0205  HISTORY     - Date     Condition        Report By
 OA0205  HISTORY     - UNK      MONUMENTED       ORHD
 OA0205  HISTORY     - 1940     GOOD             NGS
 OA0205  HISTORY     - 1982     MARK NOT FOUND   USGS
 OA0205  HISTORY     - 1988     MARK NOT FOUND   NGS
 OA0205
 OA0205                          STATION DESCRIPTION
 OA0205
 OA0205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 OA0205'1.4 MI NW FROM BROOKINGS.
 OA0205'1.4 MILES NORTHWEST ALONG THE OREGON COAST HIGHWAY (U.S. 101) FROM THE
 OA0205'POST OFFICE AT BROOKINGS, CURRY COUNTY, 50 FEET NORTH OF A ROAD
 OA0205'LEADING EAST, OPPOSITE A DRIVEWAY LEADING NORTHWEST, AT THE NORTHEAST
 OA0205'CORNER OF A CONCRETE-BOX CULVERT, IN THE TOP OF THE HEAD WALL, 20 FEET
 OA0205'EAST OF THE CENTER LINE OF THE HIGHWAY, AT A 4- BY 4-INCH WHITE WOODEN
 OA0205'POST STENCILED U.S.B.M., AND ABOUT 10 FEET LOWER THAN THE HIGHWAY. AN
 OA0205'OREGON STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED 120.24.
 OA0205
 OA0205                          STATION RECOVERY (1982)
 OA0205
 OA0205'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 OA0205'MARK NOT FOUND.
 OA0205
 OA0205                          STATION RECOVERY (1988)
 OA0205
 OA0205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 OA0205'THERE HAS BEEN ROAD CONSTRUCTION AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1245 ***********************************************************************
 RC1245  DESIGNATION -  1206
 RC1245  PID         -  RC1245
 RC1245  STATE/COUNTY-  OR/CLACKAMAS
 RC1245  USGS QUAD   -  RHODODENDRON (1997)
 RC1245
 RC1245                         *CURRENT SURVEY CONTROL
 RC1245  ___________________________________________________________________
 RC1245* NAD 83(1986)-  45 21 46.     (N)    121 59 53.     (W)     SCALED    
 RC1245* NAVD 88     -       369.466  (meters)    1212.16   (feet)  ADJUSTED  
 RC1245  ___________________________________________________________________
 RC1245  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 RC1245  DYNAMIC HT  -         369.419 (meters)    1212.00  (feet)  COMP
 RC1245  MODELED GRAV-     980,480.6   (mgal)                       NAVD 88
 RC1245
 RC1245  VERT ORDER  -  SECOND    CLASS 0
 RC1245
 RC1245.The horizontal coordinates were scaled from a topographic map and have
 RC1245.an estimated accuracy of +/- 6 seconds.
 RC1245
 RC1245.The orthometric height was determined by differential leveling
 RC1245.and adjusted in June 1991.
 RC1245
 RC1245.The geoid height was determined by GEOID03.
 RC1245
 RC1245.The dynamic height is computed by dividing the NAVD 88
 RC1245.geopotential number by the normal gravity value computed on the
 RC1245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1245.degrees latitude (g = 980.6199 gals.).
 RC1245
 RC1245.The modeled gravity was interpolated from observed gravity values.
 RC1245
 RC1245;                    North         East    Units  Estimated Accuracy
 RC1245;SPC OR N     -   189,560.    2,382,650.      MT  (+/- 180 meters Scaled)
 RC1245
 RC1245                          SUPERSEDED SURVEY CONTROL
 RC1245
 RC1245  NGVD 29 (??/??/92)  368.404  (m)         1208.67   (f) ADJ UNCH    2 0
 RC1245
 RC1245.Superseded values are not recommended for survey control.
 RC1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1245.See file dsdata.txt to determine how the superseded data were derived.
 RC1245
 RC1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER784237(NAD 83)
 RC1245_MARKER: P = PIPE CAP
 RC1245_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RC1245_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RC1245_STAMPING: 1206 1947
 RC1245_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC1245
 RC1245  HISTORY     - Date     Condition        Report By
 RC1245  HISTORY     - 1947     MONUMENTED       USGS
 RC1245  HISTORY     - 1947     GOOD             NGS
 RC1245  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 RC1245
 RC1245                          STATION DESCRIPTION
 RC1245
 RC1245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 RC1245'1.55 MI W FROM WEMME.
 RC1245'1.55 MILES WEST ALONG STATE HIGHWAY 50 FROM THE POST OFFICE AT WEMME,
 RC1245'0.15 MILE EAST OF THE ENTRANCE TO MT. HOOD INDIAN PAGEANT, 159 FEET
 RC1245'NORTH OF THE CENTERLINE OF THE HIGHWAY, 76 FEET EAST OF THE SOUTHEAST
 RC1245'CORNER OF A SMALL FRAME BUILDING, 60 FEET NORTHWEST OF A WIRE FENCE,
 RC1245'10 FEET SOUTHWEST OF THE TOP OF A STEEP BANK, IN THE NORTHEAST EDGE OF
 RC1245'AN OLD ABANDONED ROAD, AND RIVETED TO THE TOP OF AN IRON PIPE WHICH IS
 RC1245'ENCASED IN CONCRETE AND PROJECTING 1.0 FOOT ABOVE THE GROUND. WITNESS
 RC1245'POST SET 2.6 FEET NORTHEAST OF THE MARK.
 RC1245
 RC1245                          STATION RECOVERY (1985)
 RC1245
 RC1245'RECOVERY NOTE BY US POWER SQUADRON 1985
 RC1245'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0416 ***********************************************************************
 RB0416  DESIGNATION -  1209
 RB0416  PID         -  RB0416
 RB0416  STATE/COUNTY-  OR/UMATILLA
 RB0416  USGS QUAD   -  MISSION (1974)
 RB0416
 RB0416                         *CURRENT SURVEY CONTROL
 RB0416  ___________________________________________________________________
 RB0416* NAD 83(1986)-  45 40 14.     (N)    118 41 14.     (W)     SCALED    
 RB0416* NAVD 88     -       369.549  (meters)    1212.43   (feet)  ADJUSTED  
 RB0416  ___________________________________________________________________
 RB0416  GEOID HEIGHT-         -20.58  (meters)                     GEOID03
 RB0416  DYNAMIC HT  -         369.510 (meters)    1212.30  (feet)  COMP
 RB0416  MODELED GRAV-     980,501.4   (mgal)                       NAVD 88
 RB0416
 RB0416  VERT ORDER  -  FIRST     CLASS II
 RB0416
 RB0416.The horizontal coordinates were scaled from a topographic map and have
 RB0416.an estimated accuracy of +/- 6 seconds.
 RB0416
 RB0416.The orthometric height was determined by differential leveling
 RB0416.and adjusted in June 1991.
 RB0416.WARNING-Repeat measurements at this control monument indicate possible
 RB0416.vertical movement.
 RB0416
 RB0416.The geoid height was determined by GEOID03.
 RB0416
 RB0416.The dynamic height is computed by dividing the NAVD 88
 RB0416.geopotential number by the normal gravity value computed on the
 RB0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0416.degrees latitude (g = 980.6199 gals.).
 RB0416
 RB0416.The modeled gravity was interpolated from observed gravity values.
 RB0416
 RB0416;                    North         East    Units  Estimated Accuracy
 RB0416;SPC OR N     -   224,260.    2,641,230.      MT  (+/- 180 meters Scaled)
 RB0416
 RB0416                          SUPERSEDED SURVEY CONTROL
 RB0416
 RB0416  NGVD 29 (??/??/92)  368.537  (m)         1209.11   (f) ADJ UNCH    1 2
 RB0416
 RB0416.Superseded values are not recommended for survey control.
 RB0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0416.See file dsdata.txt to determine how the superseded data were derived.
 RB0416
 RB0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL685588(NAD 83)
 RB0416_MARKER: Z = SEE DESCRIPTION
 RB0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0416_STAMPING: 1209.240 A 1899
 RB0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0416+STABILITY: SURFACE MOTION
 RB0416
 RB0416  HISTORY     - Date     Condition        Report By
 RB0416  HISTORY     - 1899     MONUMENTED       USGS
 RB0416  HISTORY     - 1951     GOOD             NGS
 RB0416
 RB0416                          STATION DESCRIPTION
 RB0416
 RB0416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 RB0416'IN MISSION.
 RB0416'ABOUT 0.2 MILE WEST ALONG THE U.P.R.R. FROM THE SIGN BOARD AT MISSION,
 RB0416'AND 7 POLES WEST OF MILE POLE 221, 170.5 FEET WEST OF THE WEST END OF
 RB0416'SIDING SWITCH AT MISSION AND SIGNALS 2244 AND 2165, 23.4 FEET NORTH OF
 RB0416'THE NORTH RAIL OF MAIN TRACK, 22.5 FEET SOUTH OF THE EAST-WEST FENCE
 RB0416'LINE, 32.6 FEET EAST OF THE SEVENTH POLE WEST OF MILE POLE 221, 1.9
 RB0416'FEET WEST OF THE WITNESS POST, AND ABOUT 1/2 FOOT LOWER THAN TOP OF
 RB0416'THE TRACK, AND IS A BRONZE CAP SET IN A CONCRETE POST INCASED IN A
 RB0416'STOVE PIPE.  NOTE-- THIS MARK HAS BEEN HIT AND IS SETTING AT A 45
 RB0416'DEGREE ANGLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0627 ***********************************************************************
 NY0627  DESIGNATION -  121
 NY0627  PID         -  NY0627
 NY0627  STATE/COUNTY-  OR/KLAMATH
 NY0627  USGS QUAD   -  SUN PASS (1985)
 NY0627
 NY0627                         *CURRENT SURVEY CONTROL
 NY0627  ___________________________________________________________________
 NY0627* NAD 83(1986)-  42 48 32.     (N)    121 57 38.     (W)     SCALED    
 NY0627* NAVD 88     -      1599.08   (+/-2cm)    5246.3    (feet)  VERTCON   
 NY0627  ___________________________________________________________________
 NY0627  GEOID HEIGHT-         -21.91  (meters)                     GEOID03
 NY0627  VERT ORDER  -  ? (See Below)
 NY0627
 NY0627.The horizontal coordinates were scaled from a topographic map and have
 NY0627.an estimated accuracy of +/- 6 seconds.
 NY0627
 NY0627.The NAVD 88 height was computed by applying the VERTCON shift value to
 NY0627.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NY0627.The vertical order pertains to the NGVD 29 superseded value.
 NY0627
 NY0627.The geoid height was determined by GEOID03.
 NY0627
 NY0627;                    North         East    Units  Estimated Accuracy
 NY0627;SPC OR S     -   127,920.    1,380,550.      MT  (+/- 180 meters Scaled)
 NY0627
 NY0627                          SUPERSEDED SURVEY CONTROL
 NY0627
 NY0627  NGVD 29 (??/??/92) 1597.760  (m)         5241.98   (f) ADJ UNCH    ?  
 NY0627
 NY0627.Superseded values are not recommended for survey control.
 NY0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0627.See file dsdata.txt to determine how the superseded data were derived.
 NY0627
 NY0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN849401(NAD 83)
 NY0627_MARKER: N = NAIL
 NY0627_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NY0627_SP_SET: LODGEPOLE PINE
 NY0627_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NY0627
 NY0627  HISTORY     - Date     Condition        Report By
 NY0627  HISTORY     - UNK      MONUMENTED       USGS
 NY0627  HISTORY     - 1934     GOOD             NGS
 NY0627
 NY0627                          STATION DESCRIPTION
 NY0627
 NY0627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NY0627'1.8 MI SW FROM SAND CREEK JUNCTION.
 NY0627'1.8 MILES SOUTHWEST ALONG THE OLD STAGE ROAD FROM SAND CREEK JUNCTION,
 NY0627'KLAMATH COUNTY, SOUTHEAST OF THE DALLES CALIFORNIA HIGHWAY, AT THE
 NY0627'EAST EDGE OF THE OLD ROAD, A 24 INCH DEAD LODGEPOLE PINE WITH A
 NY0627'TRIANGULAR BLAZE SCRIBED 5242, 4 FEET BELOW THE BLAZE.  THE HEAD OF A
 NY0627'NAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 DE5626 ***********************************************************************
 DE5626  DESIGNATION -  121
 DE5626  PID         -  DE5626
 DE5626  STATE/COUNTY-  OR/POLK
 DE5626  USGS QUAD   -  RICKREALL (1976)
 DE5626
 DE5626                         *CURRENT SURVEY CONTROL
 DE5626  ___________________________________________________________________
 DE5626* NAD 83(2007)-  44 59 38.74418(N)    123 12 46.92944(W)     NO CHECK  
 DE5626* NAVD 88     -        56.5    (meters)     185.     (feet)  GPS OBS   
 DE5626  ___________________________________________________________________
 DE5626  EPOCH DATE  -        2007.00
 DE5626  X           -  -2,474,793.976 (meters)                     COMP
 DE5626  Y           -  -3,780,004.279 (meters)                     COMP
 DE5626  Z           -   4,486,908.536 (meters)                     COMP
 DE5626  LAPLACE CORR-          -8.23  (seconds)                    DEFLEC99
 DE5626  ELLIP HEIGHT-          34.129 (meters)          (02/10/07) NO CHECK
 DE5626  GEOID HEIGHT-         -22.30  (meters)                     GEOID03
 DE5626
 DE5626  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE5626  Type    PID    Designation                      North   East  Ellip
 DE5626  -------------------------------------------------------------------
 DE5626  NETWORK DE5626 121                               4.57   4.61   4.16
 DE5626  -------------------------------------------------------------------
 DE5626
 DE5626.The horizontal coordinates were established by GPS observations
 DE5626.and adjusted by the National Geodetic Survey in February 2007.
 DE5626
 DE5626.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE5626.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE5626.No horizontal observational check was made to the station.
 DE5626.The horizontal coordinates are valid at the epoch date displayed above.
 DE5626.The epoch date for horizontal control is a decimal equivalence
 DE5626.of Year/Month/Day.
 DE5626
 DE5626.The orthometric height was determined by GPS observations and a
 DE5626.high-resolution geoid model.
 DE5626
 DE5626.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5626
 DE5626.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE5626
 DE5626.The ellipsoidal height was determined by GPS observations
 DE5626.and is referenced to NAD 83.
 DE5626
 DE5626.The geoid height was determined by GEOID03.
 DE5626
 DE5626;                    North         East     Units Scale Factor Converg.
 DE5626;SPC OR N     -   151,096.915 2,286,125.498   MT  0.99989921   -1 55 26.6
 DE5626;SPC OR N     -   495,724.79  7,500,411.74   iFT  0.99989921   -1 55 26.6
 DE5626;UTM  10      - 4,982,316.569   483,207.784   MT  0.99960347   -0 09 02.2
 DE5626
 DE5626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5626!SPC OR N     -   0.99999465  x   0.99989921  =   0.99989386
 DE5626!UTM  10      -   0.99999465  x   0.99960347  =   0.99959812
 DE5626
 DE5626                          SUPERSEDED SURVEY CONTROL
 DE5626
 DE5626  NAD 83(1998)-  44 59 38.74166(N)    123 12 46.92983(W) AD(       ) B
 DE5626  ELLIP H (06/19/02)   34.215  (m)                       GP(       ) 4 1
 DE5626
 DE5626.Superseded values are not recommended for survey control.
 DE5626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE5626.See file dsdata.txt to determine how the superseded data were derived.
 DE5626
 DE5626_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ8320882317(NAD 83)
 DE5626_MARKER: DD = SURVEY DISK
 DE5626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE5626_STAMPING: 121 1994
 DE5626_MARK LOGO: OR-053
 DE5626_PROJECTION: FLUSH
 DE5626_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE5626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE5626+STABILITY: SURFACE MOTION
 DE5626_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5626+SATELLITE: SATELLITE OBSERVATIONS - August 01, 1994
 DE5626
 DE5626  HISTORY     - Date     Condition        Report By
 DE5626  HISTORY     - 19940801 MONUMENTED       OR-053
 DE5626
 DE5626                          STATION DESCRIPTION
 DE5626
 DE5626'DESCRIBED BY POLK COUNTY OREGON 1994 (JDN)
 DE5626'THE STATION IS LOCATED ABOUT 7.1 KM (4.4 MI) NORTH OF RICKREALL AND
 DE5626'11.6 KM (7.2 MI)
 DE5626'NORTHEAST OF DALLAS, IN THE NORTHWEST 1/4 OF SECTION 5 T7S R4W,
 DE5626'WILLAMETTE MERIDIAN.
 DE5626'OWNWERSHIP-- STATE HIGHWAY RIGHT-OF-WAY.
 DE5626' 
 DE5626'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 22 AND
 DE5626'99W IN RICKREALL,
 DE5626'GO NORTH ON HIGHWAY 99W FOR 6.85 KM (4.25 MI) TO THE STATION ON THE
 DE5626'LEFT. THIS POINT IS 1.71
 DE5626'KM (1.06 MI) NORTH OF THE INTERSECTION OF HIGHWAY 99W AND SMITHFIELD
 DE5626'ROAD (COUNTY ROAD
 DE5626'7502), AND 0.74 KM (0.46 MI) SOUTH OF THE INTERSECTION OF HIGHWAY 99W
 DE5626'WITH THE SOUTHERN
 DE5626'PACIFIC RAILROAD TRACKS.
 DE5626' 
 DE5626'THE STATION IS A 7.6 CM (3 IN) POLK COUNTY GPS SURVEY MONUMENT BRASS
 DE5626'CAP SET IN THE TOP OF
 DE5626'A 35 CM (14 IN) ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 14.9
 DE5626'M (49.0 FT) WEST OF THE
 DE5626'CENTERLINE OF HIGHWAY 99W, 6.4 M (21.0 FT) SOUTH OF THE CENTERLINE OF
 DE5626'A PAVED ENTRY TO A
 DE5626'GATED DEVELOPMENT, 14.0 M (46.0 FT) SOUTH FROM A MAIL BOX PEDESTAL,
 DE5626'AND 0.3 M (1.0 FT) EAST
 DE5626'FROM A CARSONITE WITNESS POST.
 DE5626' 
 DE5626'FOR ADDITIONAL INFORMATION ON HOW TO REACH THIS MONUMENT SEE THE POLK
 DE5626'COUNTY WEB
 DE5626'PAGE AT WWW.CO.POLK.OR.US/PUBLICWORKS/SURVEYS.HTM
 DE5626' 
 DE5626' 
 DE5626'
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0021 ***********************************************************************
 QE0021  DESIGNATION -  1211
 QE0021  PID         -  QE0021
 QE0021  STATE/COUNTY-  OR/MARION
 QE0021  USGS QUAD   -  DETROIT (1994)
 QE0021
 QE0021                         *CURRENT SURVEY CONTROL
 QE0021  ___________________________________________________________________
 QE0021* NAD 83(1986)-  44 43 19.     (N)    122 14 58.     (W)     SCALED    
 QE0021* NAVD 88     -       370.512  (meters)    1215.59   (feet)  ADJUSTED  
 QE0021  ___________________________________________________________________
 QE0021  GEOID HEIGHT-         -22.00  (meters)                     GEOID03
 QE0021  DYNAMIC HT  -         370.427 (meters)    1215.31  (feet)  COMP
 QE0021  MODELED GRAV-     980,379.4   (mgal)                       NAVD 88
 QE0021
 QE0021  VERT ORDER  -  FIRST     CLASS II
 QE0021
 QE0021.The horizontal coordinates were scaled from a topographic map and have
 QE0021.an estimated accuracy of +/- 6 seconds.
 QE0021
 QE0021.The orthometric height was determined by differential leveling
 QE0021.and adjusted in June 1991.
 QE0021
 QE0021.The geoid height was determined by GEOID03.
 QE0021
 QE0021.The dynamic height is computed by dividing the NAVD 88
 QE0021.geopotential number by the normal gravity value computed on the
 QE0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0021.degrees latitude (g = 980.6199 gals.).
 QE0021
 QE0021.The modeled gravity was interpolated from observed gravity values.
 QE0021
 QE0021;                    North         East    Units  Estimated Accuracy
 QE0021;SPC OR N     -   118,770.    2,361,420.      MT  (+/- 180 meters Scaled)
 QE0021
 QE0021                          SUPERSEDED SURVEY CONTROL
 QE0021
 QE0021  NGVD 29 (??/??/92)  369.416  (m)         1211.99   (f) ADJ UNCH    1 2
 QE0021
 QE0021.Superseded values are not recommended for survey control.
 QE0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0021.See file dsdata.txt to determine how the superseded data were derived.
 QE0021
 QE0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ594523(NAD 83)
 QE0021_MARKER: DD = SURVEY DISK
 QE0021_SETTING: 66 = SET IN ROCK OUTCROP
 QE0021_SP_SET: OUTCROP
 QE0021_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QE0021+STABILITY: POSITION/ELEVATION WELL
 QE0021
 QE0021  HISTORY     - Date     Condition        Report By
 QE0021  HISTORY     - UNK      MONUMENTED       DOD
 QE0021  HISTORY     - 1941     GOOD             NGS
 QE0021  HISTORY     - 1955     MARK NOT FOUND   NGS
 QE0021
 QE0021                          STATION DESCRIPTION
 QE0021
 QE0021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QE0021'0.6 MI W FROM GRANITE MOUNTAIN.
 QE0021'MARK IS LOCATED ABOUT 0.6 MILE WEST OF GRANITE MOUNTAIN ALONG
 QE0021'RAILROAD, 110 FEET SOUTHWEST OF TRACK 20 FEET BELOW TRACKS, 15 FEET
 QE0021'NORTHEAST OF EDGE NORTH SANTIAN RIVER, IN ROCKY OUTCROPPING.
 QE0021
 QE0021                          STATION RECOVERY (1955)
 QE0021
 QE0021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 QE0021'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1156 ***********************************************************************
 RC1156  DESIGNATION -  1214
 RC1156  PID         -  RC1156
 RC1156  STATE/COUNTY-  OR/WASCO
 RC1156  USGS QUAD   -  POSTAGE STAMP BUTTE (1987)
 RC1156
 RC1156                         *CURRENT SURVEY CONTROL
 RC1156  ___________________________________________________________________
 RC1156* NAD 83(1986)-  45 15 37.     (N)    121 11 26.     (W)     SCALED    
 RC1156* NAVD 88     -       371.01   (+/-2cm)    1217.2    (feet)  VERTCON   
 RC1156  ___________________________________________________________________
 RC1156  GEOID HEIGHT-         -21.33  (meters)                     GEOID03
 RC1156  VERT ORDER  -  ? (See Below)
 RC1156
 RC1156.The horizontal coordinates were scaled from a topographic map and have
 RC1156.an estimated accuracy of +/- 6 seconds.
 RC1156
 RC1156.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC1156.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC1156.The vertical order pertains to the NGVD 29 superseded value.
 RC1156
 RC1156.The geoid height was determined by GEOID03.
 RC1156
 RC1156;                    North         East    Units  Estimated Accuracy
 RC1156;SPC OR N     -   177,320.    2,445,810.      MT  (+/- 180 meters Scaled)
 RC1156
 RC1156                          SUPERSEDED SURVEY CONTROL
 RC1156
 RC1156  NGVD 29 (??/??/92)  369.988  (m)         1213.87   (f) ADJ UNCH    ?  
 RC1156
 RC1156.Superseded values are not recommended for survey control.
 RC1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1156.See file dsdata.txt to determine how the superseded data were derived.
 RC1156
 RC1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR419134(NAD 83)
 RC1156_MARKER: DB = BENCH MARK DISK
 RC1156_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RC1156_SP_SET: CULVERT
 RC1156_STAMPING: 1213.731 Z 295 1934
 RC1156_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC1156
 RC1156  HISTORY     - Date     Condition        Report By
 RC1156  HISTORY     - 1934     MONUMENTED       ORDT
 RC1156  HISTORY     - 1961     GOOD             NGS
 RC1156  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 RC1156
 RC1156                          STATION DESCRIPTION
 RC1156
 RC1156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RC1156'1.4 MI N FROM TYGH VALLEY.
 RC1156'REACHED FROM THE POST OFFICE AT TYGH VALLEY GO NORTH ALONG U.S.
 RC1156'HIGHWAY 197 FOR 1.4 MILES TO A LARGE BOX CULVERT THAT IS JUST NORTH OF
 RC1156'THE ENTRANCE TO THE RODEO GROUNDS.  DISK IS SET IN THE SOUTH END OF
 RC1156'THE EAST CONCRETE HEAD WALL OF THE CULVERT.
 RC1156
 RC1156                          STATION RECOVERY (1985)
 RC1156
 RC1156'RECOVERY NOTE BY US POWER SQUADRON 1985
 RC1156'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0217 ***********************************************************************
 NZ0217  CBN         -  This is a Cooperative Base Network Control Station.
 NZ0217  DESIGNATION -  1214 B
 NZ0217  PID         -  NZ0217
 NZ0217  STATE/COUNTY-  OR/JACKSON
 NZ0217  USGS QUAD   -  SAMS VALLEY (1983)
 NZ0217
 NZ0217                         *CURRENT SURVEY CONTROL
 NZ0217  ___________________________________________________________________
 NZ0217* NAD 83(2007)-  42 23 49.24133(N)    122 56 27.06942(W)     ADJUSTED  
 NZ0217* NAVD 88     -       371.664  (meters)    1219.37   (feet)  ADJUSTED  
 NZ0217  ___________________________________________________________________
 NZ0217  EPOCH DATE  -        2007.00
 NZ0217  X           -  -2,565,322.014 (meters)                     COMP
 NZ0217  Y           -  -3,959,191.359 (meters)                     COMP
 NZ0217  Z           -   4,278,507.444 (meters)                     COMP
 NZ0217  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 NZ0217  ELLIP HEIGHT-         347.393 (meters)          (02/10/07) ADJUSTED
 NZ0217  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 NZ0217  DYNAMIC HT  -         371.525 (meters)    1218.91  (feet)  COMP
 NZ0217
 NZ0217  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 NZ0217  Type    PID    Designation                      North   East  Ellip
 NZ0217  -------------------------------------------------------------------
 NZ0217  NETWORK NZ0217 1214 B                            0.80   0.69   1.84
 NZ0217  -------------------------------------------------------------------
 NZ0217  MODELED GRAV-     980,237.0   (mgal)                       NAVD 88
 NZ0217
 NZ0217  VERT ORDER  -  FIRST     CLASS II
 NZ0217
 NZ0217.The horizontal coordinates were established by GPS observations
 NZ0217.and adjusted by the National Geodetic Survey in February 2007.
 NZ0217
 NZ0217.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 NZ0217.See www.ngs.noaa.gov/NationalReadjustment for more information.
 NZ0217.The horizontal coordinates are valid at the epoch date displayed above.
 NZ0217.The epoch date for horizontal control is a decimal equivalence
 NZ0217.of Year/Month/Day.
 NZ0217
 NZ0217.The orthometric height was determined by differential leveling
 NZ0217.and adjusted in June 1991.
 NZ0217
 NZ0217.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NZ0217
 NZ0217.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ0217
 NZ0217.The ellipsoidal height was determined by GPS observations
 NZ0217.and is referenced to NAD 83.
 NZ0217
 NZ0217.The geoid height was determined by GEOID03.
 NZ0217
 NZ0217.The dynamic height is computed by dividing the NAVD 88
 NZ0217.geopotential number by the normal gravity value computed on the
 NZ0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0217.degrees latitude (g = 980.6199 gals.).
 NZ0217
 NZ0217.The modeled gravity was interpolated from observed gravity values.
 NZ0217
 NZ0217;                    North         East     Units Scale Factor Converg.
 NZ0217;SPC OR S     -    84,058.383 1,299,066.943   MT  0.99998457   -1 40 11.7
 NZ0217;SPC OR S     -   275,782.10  4,262,030.65   iFT  0.99998457   -1 40 11.7
 NZ0217;UTM  10      - 4,693,859.179   504,867.879   MT  0.99960029   +0 02 23.6
 NZ0217
 NZ0217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NZ0217!SPC OR S     -   0.99994552  x   0.99998457  =   0.99993009
 NZ0217!UTM  10      -   0.99994552  x   0.99960029  =   0.99954583
 NZ0217
 NZ0217                          SUPERSEDED SURVEY CONTROL
 NZ0217
 NZ0217  NAD 83(1998)-  42 23 49.23838(N)    122 56 27.06792(W) AD(       ) A
 NZ0217  ELLIP H (04/24/00)  347.400  (m)                       GP(       ) 3 1
 NZ0217  NAD 83(1991)-  42 23 49.23661(N)    122 56 27.06634(W) AD(       ) B
 NZ0217  ELLIP H (10/13/99)  347.546  (m)                       GP(       ) 3 1
 NZ0217  NAD 83(1991)-  42 23 49.22872(N)    122 56 27.06060(W) AD(       ) 2
 NZ0217  NAD 83(1986)-  42 23 49.21729(N)    122 56 27.07365(W) AD(       ) 2
 NZ0217  NAD 27      -  42 23 49.76420(N)    122 56 22.92800(W) AD(       ) 2
 NZ0217  NAVD 88 (10/13/99)  371.66   (m)         1219.4    (f) LEVELING    3  
 NZ0217  NGVD 29 (??/??/92)  370.662  (m)         1216.08   (f) ADJ UNCH    1 2
 NZ0217
 NZ0217.Superseded values are not recommended for survey control.
 NZ0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0217.See file dsdata.txt to determine how the superseded data were derived.
 NZ0217
 NZ0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM0486893859(NAD 83)
 NZ0217_MARKER: DB = BENCH MARK DISK
 NZ0217_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NZ0217_SP_SET: SHALLOW-SET PIPE
 NZ0217_STAMPING: 1214 B 1903
 NZ0217_MARK LOGO: USGS  
 NZ0217_MAGNETIC: P = MARKER IS A STEEL PIPE
 NZ0217_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0217_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NZ0217+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2006
 NZ0217
 NZ0217  HISTORY     - Date     Condition        Report By
 NZ0217  HISTORY     - 1904     MONUMENTED       USGS
 NZ0217  HISTORY     - 1954     GOOD             NGS
 NZ0217  HISTORY     - 1987     GOOD             NGS
 NZ0217  HISTORY     - 19980615 GOOD             OR-029
 NZ0217  HISTORY     - 20040406 GOOD             BLM
 NZ0217  HISTORY     - 20060825 GOOD             USPSQD
 NZ0217
 NZ0217                          STATION DESCRIPTION
 NZ0217
 NZ0217'DESCRIBED BY US GEOLOGICAL SURVEY 1904
 NZ0217'SEE STATION CENTRAL POINT ASTRO STA
 NZ0217
 NZ0217                          STATION RECOVERY (1954)
 NZ0217
 NZ0217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 NZ0217'1.9 MI NW FROM CENTRAL POINT.
 NZ0217'1.9 MILES NORTHWEST ALONG U.S. HIGHWAY 99 FROM THE GRANGE CO-OP
 NZ0217'BUILDING AT CENTRAL POINT, AT THE CROSSING OF A GRAVELED ROAD
 NZ0217'(CROSSING 47.7) AND THE SOUTHERN PACIFIC COMPANY RAILROAD, 83 FEET
 NZ0217'SOUTHWEST OF THE APPROXIMATE CENTER LINE OF THE HIGHWAY, 76 1/2 FEET
 NZ0217'NORTHWEST OF SEVEN OAKS RAILROAD SIGN, 28 FEET SOUTHEAST OF THE CENTER
 NZ0217'LINE OF THE ROAD, 10.9 FEET NORTHEAST OF THE NORTHEAST RAIL, 3.0 FEET
 NZ0217'SOUTHWEST OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE TRACK, AND
 NZ0217'RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE ENCASED IN CONCRETE AND
 NZ0217'PROJECTING 0.6 FOOT ABOVE THE GROUND.
 NZ0217
 NZ0217                          STATION RECOVERY (1987)
 NZ0217
 NZ0217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 NZ0217'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  3.2 KM
 NZ0217'(2.00 MI) NORTHWESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 NZ0217'JUNCTION OF PINE STREET IN CENTRAL POINT, 24.0 M (78.7 FT) SOUTHWEST
 NZ0217'OF THE CENTERLINE OF THE SOUTHEASTBOUND LANES OF THE HIGHWAY, 8.5 M
 NZ0217'(27.9 FT) SOUTHEAST OF THE CENTER OF SEVEN OAKS ROAD, AND 3.3 M
 NZ0217'(10.8 FT) NORTHEAST OF THE NEAR RAIL.  NOTE--THE MARK IS ENCASED IN A
 NZ0217'12-INCH CONCRETE PIPE THAT PROJECTS 6-INCHES ABOVE THE GROUND
 NZ0217'SURFACE.
 NZ0217'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 NZ0217
 NZ0217                          STATION RECOVERY (1998)
 NZ0217
 NZ0217'RECOVERY NOTE BY JACKSON COUNTY OREGON 1998 (SB)
 NZ0217'THE STATION IS LOCATED ABOUT 3.0 KM (1.85 MI) NORTH OF CENTRAL POINT,
 NZ0217'IN THE SOUTH CORNER OF THE JUNCTION OF STATE HIGHWAY 99 AND SEVEN OAKS
 NZ0217'ROAD, ON THE OUTSIDE OF A CURVE IN THE HIGHWAY, ON THE NORTHEAST EDGE
 NZ0217'OF THE SOUTHERN PACIFIC RAILROAD TRACKS.  OWNERSHIP--OREGON STATE
 NZ0217'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 NZ0217'OF INTERSTATE HIGHWAY 5 AND STATE HIGHWAY 99, EXIT 35, GO SOUTH ON
 NZ0217'HIGHWAY 99 FOR 1.0 KM (0.60 MI) TO THE JUNCTION OF SEVEN OAKS ROAD AND
 NZ0217'THE STATION ON THE RIGHT.  THE STATION MAY ALSO BE REACHED BY GOING
 NZ0217'NORTH ON HIGHWAY 99 FOR 3.2 KM (2.00 MI) FROM ITS JUNCTION WITH PINE
 NZ0217'STREET IN CENTRAL POINT.  THE STATION IS A STANDARD USGS BENCH MARK
 NZ0217'DISK ATTACHED TO THE TOP OF AN 8 CM IRON PIPE EMBEDDED IN THE GROUND
 NZ0217'ENCASED IN AND 60 CM BELOW THE TOP OF A 30 CM DIAMETER CONCRETE
 NZ0217'CULVERT PIPE THAT PROJECTS 35 CM ABOVE THE GROUND.  IT IS 27.0 M (88.6
 NZ0217'FT) SOUTHWEST FROM THE CENTER OF HIGHWAY 99, 6.9 M (22.6 FT) SOUTHWEST
 NZ0217'FROM A GUY WIRED SUPPORT POLE FOR THE POWER LINE ALONG THE NORTHEAST
 NZ0217'SIDE OF THE HIGHWAY, 5.2 M (17.1 FT) EAST FROM THE JUNCTION OF THE
 NZ0217'CENTERS OF SEVEN OAKS ROAD AND THE RAILROAD TRACKS, 3.4 M (11.2 FT)
 NZ0217'NORTHEAST FROM THE NORTHEAST RAIL, 0.3 M (1.0 FT) SOUTH FROM A METAL
 NZ0217'WITNESS POST, AND ABOUT 60 CM BELOW THE LEVEL OF THE RAILROAD TRACKS
 NZ0217'AND SEVEN OAKS ROAD.
 NZ0217
 NZ0217                          STATION RECOVERY (2004)
 NZ0217
 NZ0217'RECOVERY NOTE BY BUREAU OF LAND MANAGEMENT 2004 (FJS)
 NZ0217'RECOVERED IN GOOD CONDITION.
 NZ0217
 NZ0217                          STATION RECOVERY (2006)
 NZ0217
 NZ0217'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 NZ0217'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0537 ***********************************************************************
 NZ0537  DESIGNATION -  1218 B
 NZ0537  PID         -  NZ0537
 NZ0537  STATE/COUNTY-  OR/JOSEPHINE
 NZ0537  USGS QUAD   -  GRANTS PASS (1996)
 NZ0537
 NZ0537                         *CURRENT SURVEY CONTROL
 NZ0537  ___________________________________________________________________
 NZ0537* NAD 83(1986)-  42 28 10.     (N)    123 21 59.     (W)     SCALED    
 NZ0537* NAVD 88     -       372.692  (meters)    1222.74   (feet)  POSTED    
 NZ0537  ___________________________________________________________________
 NZ0537  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 NZ0537  DYNAMIC HT  -         372.560 (meters)    1222.31  (feet)  COMP
 NZ0537  MODELED GRAV-     980,254.4   (mgal)                       NAVD 88
 NZ0537
 NZ0537  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 NZ0537
 NZ0537.The horizontal coordinates were scaled from a topographic map and have
 NZ0537.an estimated accuracy of +/- 6 seconds.
 NZ0537
 NZ0537.The orthometric height was determined by differential leveling
 NZ0537.and adjusted by the  in 1992.
 NZ0537.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 NZ0537.rate of 2.1 thru 3.0 mm/km.
 NZ0537
 NZ0537.The geoid height was determined by GEOID03.
 NZ0537
 NZ0537.The dynamic height is computed by dividing the NAVD 88
 NZ0537.geopotential number by the normal gravity value computed on the
 NZ0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0537.degrees latitude (g = 980.6199 gals.).
 NZ0537
 NZ0537.The modeled gravity was interpolated from observed gravity values.
 NZ0537
 NZ0537;                    North         East    Units  Estimated Accuracy
 NZ0537;SPC OR S     -    93,210.    1,264,320.      MT  (+/- 180 meters Scaled)
 NZ0537
 NZ0537                          SUPERSEDED SURVEY CONTROL
 NZ0537
 NZ0537  NGVD 29 (??/??/92)  371.678  (m)         1219.41   (f) ADJ UNCH    1 2
 NZ0537
 NZ0537.Superseded values are not recommended for survey control.
 NZ0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0537.See file dsdata.txt to determine how the superseded data were derived.
 NZ0537
 NZ0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN698019(NAD 83)
 NZ0537_MARKER: P = PIPE CAP
 NZ0537_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NZ0537_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NZ0537_STAMPING: 1218 B 1903
 NZ0537_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0537
 NZ0537  HISTORY     - Date     Condition        Report By
 NZ0537  HISTORY     - 1903     MONUMENTED       USGS
 NZ0537  HISTORY     - 1954     GOOD             NGS
 NZ0537
 NZ0537                          STATION DESCRIPTION
 NZ0537
 NZ0537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NZ0537'3.8 MI NW FROM GRANTS PASS.
 NZ0537'3.8 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 NZ0537'THE STATION AT GRANTS PASS, 4.8 MILES SOUTHEAST OF MERLIN, 6 1/4 RAILS
 NZ0537'NORTHWEST OF CULVERT 477.64, AT THE SOUTHEAST END OF A LONG DEEP FILL,
 NZ0537'AT THE NORTHWEST END OF A CUT, 12.4 FEET NORTHEAST OF THE NORTHEAST
 NZ0537'RAIL, ABOUT 1/2 FOOT LOWER THAN THE TRACK, AND RIVETED ON TOP OF A 3
 NZ0537'1/2-INCH IRON PIPE PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0626 ***********************************************************************
 NY0626  DESIGNATION -  122
 NY0626  PID         -  NY0626
 NY0626  STATE/COUNTY-  OR/KLAMATH
 NY0626  USGS QUAD   -  SUN PASS (1985)
 NY0626
 NY0626                         *CURRENT SURVEY CONTROL
 NY0626  ___________________________________________________________________
 NY0626* NAD 83(1986)-  42 49 20.     (N)    121 57 15.     (W)     SCALED    
 NY0626* NAVD 88     -      1574.55   (+/-2cm)    5165.8    (feet)  VERTCON   
 NY0626  ___________________________________________________________________
 NY0626  GEOID HEIGHT-         -21.87  (meters)                     GEOID03
 NY0626  VERT ORDER  -  ? (See Below)
 NY0626
 NY0626.The horizontal coordinates were scaled from a topographic map and have
 NY0626.an estimated accuracy of +/- 6 seconds.
 NY0626
 NY0626.The NAVD 88 height was computed by applying the VERTCON shift value to
 NY0626.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NY0626.The vertical order pertains to the NGVD 29 superseded value.
 NY0626
 NY0626.The geoid height was determined by GEOID03.
 NY0626
 NY0626;                    North         East    Units  Estimated Accuracy
 NY0626;SPC OR S     -   129,390.    1,381,100.      MT  (+/- 180 meters Scaled)
 NY0626
 NY0626                          SUPERSEDED SURVEY CONTROL
 NY0626
 NY0626  NGVD 29 (??/??/92) 1573.230  (m)         5161.51   (f) ADJ UNCH    ?  
 NY0626
 NY0626.Superseded values are not recommended for survey control.
 NY0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0626.See file dsdata.txt to determine how the superseded data were derived.
 NY0626
 NY0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN854416(NAD 83)
 NY0626_MARKER: N = NAIL
 NY0626_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NY0626_SP_SET: LODGEPOLE PINE
 NY0626_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NY0626
 NY0626  HISTORY     - Date     Condition        Report By
 NY0626  HISTORY     - UNK      MONUMENTED       USGS
 NY0626  HISTORY     - 1934     GOOD             NGS
 NY0626  HISTORY     - 1987     GOOD             USPSQD
 NY0626
 NY0626                          STATION DESCRIPTION
 NY0626
 NY0626'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NY0626'1.0 MI SW FROM SAND CREEK JUNCTION.
 NY0626'1.0 MILE SOUTHWEST ALONG THE OLD STAGE ROAD FROM SAND CREEK JUNCTION,
 NY0626'KLAMATH COUNTY, 150 SOUTH OF THE DALLES--CALIFORNIA HIGHWAY AT MILEAGE
 NY0626'237.5, ON THE NORTHWEST EDGE OF THE OLD STAGE ROAD, IN A 20 INCH
 NY0626'LODGEPOLE PINE TREE WITH A TRIANGULAR BLAZE SCRIBED 5161, 3.1 FEET
 NY0626'BELOW THE BLAZE.  THE HEAD OF A NAIL.
 NY0626
 NY0626                          STATION RECOVERY (1987)
 NY0626
 NY0626'RECOVERY NOTE BY US POWER SQUADRON 1987 (KRN)
 NY0626'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0144 ***********************************************************************
 RD0144  DESIGNATION -  1220
 RD0144  PID         -  RD0144
 RD0144  STATE/COUNTY-  OR/CLACKAMAS
 RD0144  USGS QUAD   -  THREE LYNX (1985)
 RD0144
 RD0144                         *CURRENT SURVEY CONTROL
 RD0144  ___________________________________________________________________
 RD0144* NAD 83(1986)-  45 07 33.     (N)    122 04 26.     (W)     SCALED    
 RD0144* NAVD 88     -       373.349  (meters)    1224.90   (feet)  ADJUSTED  
 RD0144  ___________________________________________________________________
 RD0144  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 RD0144  DYNAMIC HT  -         373.286 (meters)    1224.69  (feet)  COMP
 RD0144  MODELED GRAV-     980,439.8   (mgal)                       NAVD 88
 RD0144
 RD0144  VERT ORDER  -  SECOND    CLASS 0
 RD0144
 RD0144.The horizontal coordinates were scaled from a topographic map and have
 RD0144.an estimated accuracy of +/- 6 seconds.
 RD0144
 RD0144.The orthometric height was determined by differential leveling
 RD0144.and adjusted in June 1991.
 RD0144
 RD0144.The geoid height was determined by GEOID03.
 RD0144
 RD0144.The dynamic height is computed by dividing the NAVD 88
 RD0144.geopotential number by the normal gravity value computed on the
 RD0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0144.degrees latitude (g = 980.6199 gals.).
 RD0144
 RD0144.The modeled gravity was interpolated from observed gravity values.
 RD0144
 RD0144;                    North         East    Units  Estimated Accuracy
 RD0144;SPC OR N     -   163,350.    2,376,200.      MT  (+/- 180 meters Scaled)
 RD0144
 RD0144                          SUPERSEDED SURVEY CONTROL
 RD0144
 RD0144  NGVD 29 (??/??/92)  372.276  (m)         1221.38   (f) ADJ UNCH    2 0
 RD0144
 RD0144.Superseded values are not recommended for survey control.
 RD0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0144.See file dsdata.txt to determine how the superseded data were derived.
 RD0144
 RD0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ728973(NAD 83)
 RD0144_MARKER: DD = SURVEY DISK
 RD0144_SETTING: 80 = SET IN A BOULDER
 RD0144_SP_SET: BOULDER
 RD0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0144+STABILITY: SURFACE MOTION
 RD0144
 RD0144  HISTORY     - Date     Condition        Report By
 RD0144  HISTORY     - UNK      MONUMENTED       USGS
 RD0144  HISTORY     - 1946     GOOD             NGS
 RD0144  HISTORY     - 1972     POOR             NGS
 RD0144  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 RD0144
 RD0144                          STATION DESCRIPTION
 RD0144
 RD0144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RD0144'5.0 MI NW FROM OAK GROVE RANGER STA.
 RD0144'ABOUT 5.0 MILES NORTHWEST ALONG THE CLACKAMAS RIVER ROAD FROM THE OAK
 RD0144'GROVE RANGER STATION, AT THE THREE LYNX POWER PLANT, ABOUT 200 FEET
 RD0144'NORTH OF TRANSMISSION TOWER NO. 2, ABOUT 153 FEET SOUTH OF THE SOUTH
 RD0144'END OF THE BRIDGE OVER THREE LYNX CREEK, 60 FEET WEST OF THE NORTHWEST
 RD0144'CORNER OF A RESIDENCE, SET IN THE TOP OF A BOULDER WHICH PROJECTS
 RD0144'ABOUT 2 FEET ABOVE THE GROUND LEVEL.  NOTE-- THE DISK HAS BEEN DEFACED
 RD0144'AND THE LETTERING AND FIGURES CANNOT BE READ.
 RD0144
 RD0144                          STATION RECOVERY (1972)
 RD0144
 RD0144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 RD0144'MARK RECOVERED IN POOR CONDITION.
 RD0144
 RD0144                          STATION RECOVERY (1989)
 RD0144
 RD0144'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RD0144'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0553 ***********************************************************************
 NZ0553  DESIGNATION -  1226
 NZ0553  PID         -  NZ0553
 NZ0553  STATE/COUNTY-  OR/JOSEPHINE
 NZ0553  USGS QUAD   -  SELMA (1996)
 NZ0553
 NZ0553                         *CURRENT SURVEY CONTROL
 NZ0553  ___________________________________________________________________
 NZ0553* NAD 83(1986)-  42 20 34.     (N)    123 34 14.     (W)     SCALED    
 NZ0553* NAVD 88     -       375.115  (meters)    1230.69   (feet)  ADJUSTED  
 NZ0553  ___________________________________________________________________
 NZ0553  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 NZ0553  DYNAMIC HT  -         374.971 (meters)    1230.22  (feet)  COMP
 NZ0553  MODELED GRAV-     980,227.3   (mgal)                       NAVD 88
 NZ0553
 NZ0553  VERT ORDER  -  FIRST     CLASS II
 NZ0553
 NZ0553.The horizontal coordinates were scaled from a topographic map and have
 NZ0553.an estimated accuracy of +/- 6 seconds.
 NZ0553
 NZ0553.The orthometric height was determined by differential leveling
 NZ0553.and adjusted in June 1991.
 NZ0553
 NZ0553.The geoid height was determined by GEOID03.
 NZ0553
 NZ0553.The dynamic height is computed by dividing the NAVD 88
 NZ0553.geopotential number by the normal gravity value computed on the
 NZ0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0553.degrees latitude (g = 980.6199 gals.).
 NZ0553
 NZ0553.The modeled gravity was interpolated from observed gravity values.
 NZ0553
 NZ0553;                    North         East    Units  Estimated Accuracy
 NZ0553;SPC OR S     -    79,740.    1,247,030.      MT  (+/- 180 meters Scaled)
 NZ0553
 NZ0553                          SUPERSEDED SURVEY CONTROL
 NZ0553
 NZ0553  NGVD 29 (??/??/92)  374.125  (m)         1227.44   (f) ADJ UNCH    1 2
 NZ0553
 NZ0553.Superseded values are not recommended for survey control.
 NZ0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0553.See file dsdata.txt to determine how the superseded data were derived.
 NZ0553
 NZ0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM530879(NAD 83)
 NZ0553_MARKER: P = PIPE CAP
 NZ0553_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NZ0553_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NZ0553_STAMPING: 1226.704 B 1904
 NZ0553_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0553
 NZ0553  HISTORY     - Date     Condition        Report By
 NZ0553  HISTORY     - 1904     MONUMENTED       USGS
 NZ0553  HISTORY     - 1961     GOOD             NGS
 NZ0553
 NZ0553                          STATION DESCRIPTION
 NZ0553
 NZ0553'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 NZ0553'2.8 MI SW FROM WONDER.
 NZ0553'REACHED FROM THE GENERAL STORE AT WONDER GO SOUTHWEST ON U.S. HIGHWAY
 NZ0553'199 FOR 2.8 MILES TO JUST BEFORE STARTING UP THE LONG GRADE TO THE TOP
 NZ0553'OF HAYS HILL.  ON THE RIGHT IS A CAFE AND SEVERAL CABINS.  TURN LEFT
 NZ0553'ON THE OLD HIGHWAY GO SOUTHWEST FOR ABOUT 0.1 MILE TO A Y-FORK, KEEP
 NZ0553'RIGHT ON THE NARROW ROAD, CROSS THE CREEK GO ABOUT 0.1 MILE TO A BROWN
 NZ0553'HOUSE ON THE RIGHT.  BENCH MARK IS ABOUT 10-FEET SOUTHEAST OF THE
 NZ0553'SOUTHEAST CORNER OF THE HOUSE, AND AT THE NORTH EDGE OF THE ROAD UP TO
 NZ0553'THE HOUSE.  A STANDARD CAP RIVETED TO THE TOP OF A 3-1/2-INCH IRON
 NZ0553'PIPE IN A CONCRETE-FILLED TILE PROJECTING ABOUT 12-INCHES ABOVE
 NZ0553'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0811 ***********************************************************************
 RC0811  DESIGNATION -  1228 RESET
 RC0811  PID         -  RC0811
 RC0811  STATE/COUNTY-  OR/WASCO
 RC0811  USGS QUAD   -  DUFUR EAST (1987)
 RC0811
 RC0811                         *CURRENT SURVEY CONTROL
 RC0811  ___________________________________________________________________
 RC0811* NAD 83(2007)-  45 29 26.07490(N)    121 05 55.58877(W)     ADJUSTED  
 RC0811* NAVD 88     -       375.388  (meters)    1231.59   (feet)  ADJUSTED  
 RC0811  ___________________________________________________________________
 RC0811  EPOCH DATE  -        2007.00
 RC0811  X           -  -2,313,534.369 (meters)                     COMP
 RC0811  Y           -  -3,835,375.202 (meters)                     COMP
 RC0811  Z           -   4,525,988.343 (meters)                     COMP
 RC0811  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 RC0811  ELLIP HEIGHT-         355.193 (meters)          (02/10/07) ADJUSTED
 RC0811  GEOID HEIGHT-         -21.27  (meters)                     GEOID03
 RC0811  DYNAMIC HT  -         375.361 (meters)    1231.50  (feet)  COMP
 RC0811
 RC0811  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 RC0811  Type    PID    Designation                      North   East  Ellip
 RC0811  -------------------------------------------------------------------
 RC0811  NETWORK RC0811 1228 RESET                        0.71   0.80   2.31
 RC0811  -------------------------------------------------------------------
 RC0811  MODELED GRAV-     980,531.7   (mgal)                       NAVD 88
 RC0811
 RC0811  VERT ORDER  -  SECOND    CLASS 0
 RC0811
 RC0811.The horizontal coordinates were established by GPS observations
 RC0811.and adjusted by the National Geodetic Survey in February 2007.
 RC0811
 RC0811.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 RC0811.See www.ngs.noaa.gov/NationalReadjustment for more information.
 RC0811.The horizontal coordinates are valid at the epoch date displayed above.
 RC0811.The epoch date for horizontal control is a decimal equivalence
 RC0811.of Year/Month/Day.
 RC0811
 RC0811.The orthometric height was determined by differential leveling
 RC0811.and adjusted in June 1991.
 RC0811.WARNING-GPS observations at this control monument resulted in a GPS
 RC0811.derived orthometric height which differed from the leveled height by
 RC0811.more than one decimeter (0.1 meter).
 RC0811
 RC0811.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RC0811
 RC0811.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC0811
 RC0811.The ellipsoidal height was determined by GPS observations
 RC0811.and is referenced to NAD 83.
 RC0811
 RC0811.The geoid height was determined by GEOID03.
 RC0811
 RC0811.The dynamic height is computed by dividing the NAVD 88
 RC0811.geopotential number by the normal gravity value computed on the
 RC0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0811.degrees latitude (g = 980.6199 gals.).
 RC0811
 RC0811.The modeled gravity was interpolated from observed gravity values.
 RC0811
 RC0811;                    North         East     Units Scale Factor Converg.
 RC0811;SPC OR N     -   202,850.500 2,453,197.751   MT  0.99991034   -0 25 28.7
 RC0811;SPC OR N     -   665,520.01  8,048,549.05   iFT  0.99991034   -0 25 28.7
 RC0811;UTM  10      - 5,039,207.640   648,561.002   MT  0.99987136   +1 21 21.9
 RC0811
 RC0811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC0811!SPC OR N     -   0.99994432  x   0.99991034  =   0.99985466
 RC0811!UTM  10      -   0.99994432  x   0.99987136  =   0.99981568
 RC0811
 RC0811                          SUPERSEDED SURVEY CONTROL
 RC0811
 RC0811  NAD 83(1998)-  45 29 26.07397(N)    121 05 55.58929(W) AD(       ) 2
 RC0811  ELLIP H (06/26/02)  355.183  (m)                       GP(       ) 4 1
 RC0811  NAD 83(1991)-  45 29 26.07121(N)    121 05 55.58812(W) AD(       ) 2
 RC0811  ELLIP H (10/15/91)  355.312  (m)                       GP(       ) 4 1
 RC0811  NAD 83(1986)-  45 29 26.08389(N)    121 05 55.58213(W) AD(       ) 2
 RC0811  NGVD 29 (??/??/92)  374.37   (m)         1228.2    (f) COMPUTED    2 0
 RC0811
 RC0811.Superseded values are not recommended for survey control.
 RC0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0811.See file dsdata.txt to determine how the superseded data were derived.
 RC0811
 RC0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR4856139208(NAD 83)
 RC0811_MARKER: DD = SURVEY DISK
 RC0811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC0811_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC0811_STAMPING: 1228 OSHD RESET 1962
 RC0811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0811+STABILITY: SURFACE MOTION
 RC0811_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RC0811+SATELLITE: SATELLITE OBSERVATIONS - 1987
 RC0811
 RC0811  HISTORY     - Date     Condition        Report By
 RC0811  HISTORY     - 1962     MONUMENTED       CGS
 RC0811  HISTORY     - 1962     GOOD             ORDT
 RC0811  HISTORY     - 1987     GOOD             USPSQD
 RC0811
 RC0811                          STATION DESCRIPTION
 RC0811
 RC0811'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 RC0811'THE STATION IS LOCATED ABOUT 7.7 MILES SOUTH SOUTHEAST OF THE DALLES,
 RC0811'3.5 MILES NORTH OF DUFUR ALONG THE EASTERN RIGHT OF WAY OF U.S.HIGHWAY
 RC0811'197 AT MILEPOST 10.
 RC0811'
 RC0811'TO REACH THE STATION FROM EXIT 87 OF INTERSTATE 84 AT THE EASTREN
 RC0811'EDGE OF THE DALLES, EXIT THE FREEWAY AND HEAD SOUTH.  GO ABOUT 0.3
 RC0811'MILE TO THE JUNCTION OF  U.S. HIGHWAY 197 AND A STOP SIGN.  TURN LEFT
 RC0811'AND GO SOUTHERLY FOR 8.5 MILES TO MILEPOST 10 ON THE RIGHT AND THE
 RC0811'STATION ON THE LEFT ABOUT 15 FEET LOWER THAN THE ROAD NEXT TO THE
 RC0811'FENCE.
 RC0811'
 RC0811'THE STATION IS A STANDARD USC+GS BRONZE BENCH MARK DISK
 RC0811'STAMPED---1228 OSHD RESET 1962---SET IN THE TOP OF A 8 INCH DIAMETER
 RC0811'CONCRETE POST.  IT IS 209 FEET SOUTH SOUTHWEST OF A POWER POLE, 112
 RC0811'FEET SOUTH SOUTHEAST OF THE CENTERLINE OF ROUTE 197, 77.5 FEET EAST
 RC0811'OF AN OSHD 4 BY 4 WHITE POINTED WOODEN RIGHT OF WAY POST PROJECTING
 RC0811'2-1/2 FEET, 0.8 FOOT NORTHWEST OF THE FENCE AND 1.8 FEET NORTHWEST OF
 RC0811'A METAL WITNESS POST.  THE MONUMENT PROJECTS 0.5 FOOT ABOVE GROUND.
 RC0811'
 RC0811'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 RC0811
 RC0811                          STATION RECOVERY (1962)
 RC0811
 RC0811'RECOVERY NOTE BY OREGON DEPARTMENT OF TRANSPORTATION 1962
 RC0811'3.3 MI N FROM DUFUR.
 RC0811'THIS MARK CAN BE REACHED FROM THE POST OFFICE AT DUFUR BY GOING NORTH
 RC0811'ON U. S. HIGHWAY 197 FOR ABOUT 3.3 MILES TO JUST PAST A GROVE OF LARGE
 RC0811'TREES ON THE LEFT, NORTH, LOCATED IN THE EAST RIGHT OF WAY FENCE LINE,
 RC0811'ABOUT 2 FEET WEST OF A TELEPHONE LINE POLE, AND 1 FOOT WEST OF A METAL
 RC0811'WITNESS POST.  THIS IS ABOUT 300 FEET EAST OF THE LOCATION OF THE
 RC0811'ORIGINAL MARK, AND SET IN THE TOP OF A CONCRETE POST THAT IS
 RC0811'PROJECTING ABOUT 1 FOOT ABOVE THE GROUND.
 RC0811
 RC0811                          STATION RECOVERY (1987)
 RC0811
 RC0811'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWE)
 RC0811'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0863 ***********************************************************************
 RC0863  DESIGNATION -  123
 RC0863  PID         -  RC0863
 RC0863  STATE/COUNTY-  OR/WASCO
 RC0863  USGS QUAD   -  THE DALLES SOUTH (1994)
 RC0863
 RC0863                         *CURRENT SURVEY CONTROL
 RC0863  ___________________________________________________________________
 RC0863* NAD 83(1986)-  45 36 00.     (N)    121 11 07.     (W)     SCALED    
 RC0863* NAVD 88     -        38.471  (meters)     126.22   (feet)  ADJUSTED  
 RC0863  ___________________________________________________________________
 RC0863  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 RC0863  DYNAMIC HT  -          38.470 (meters)     126.21  (feet)  COMP
 RC0863  MODELED GRAV-     980,600.3   (mgal)                       NAVD 88
 RC0863
 RC0863  VERT ORDER  -  FIRST     CLASS II
 RC0863
 RC0863.The horizontal coordinates were scaled from a topographic map and have
 RC0863.an estimated accuracy of +/- 6 seconds.
 RC0863
 RC0863.The orthometric height was determined by differential leveling
 RC0863.and adjusted in June 1991.
 RC0863
 RC0863.The geoid height was determined by GEOID03.
 RC0863
 RC0863.The dynamic height is computed by dividing the NAVD 88
 RC0863.geopotential number by the normal gravity value computed on the
 RC0863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0863.degrees latitude (g = 980.6199 gals.).
 RC0863
 RC0863.The modeled gravity was interpolated from observed gravity values.
 RC0863
 RC0863;                    North         East    Units  Estimated Accuracy
 RC0863;SPC OR N     -   215,060.    2,446,540.      MT  (+/- 180 meters Scaled)
 RC0863
 RC0863                          SUPERSEDED SURVEY CONTROL
 RC0863
 RC0863  NGVD 29 (??/??/92)   37.472  (m)          122.94   (f) ADJ UNCH    1 2
 RC0863
 RC0863.Superseded values are not recommended for survey control.
 RC0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0863.See file dsdata.txt to determine how the superseded data were derived.
 RC0863
 RC0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR415512(NAD 83)
 RC0863_MARKER: B = BOLT
 RC0863_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RC0863_SP_SET: SIDEWALK
 RC0863_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC0863
 RC0863  HISTORY     - Date     Condition        Report By
 RC0863  HISTORY     - UNK      MONUMENTED       LOCENG
 RC0863  HISTORY     - 1942     GOOD             NGS
 RC0863  HISTORY     - 1987     GOOD             USPSQD
 RC0863  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RC0863  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 RC0863
 RC0863                          STATION DESCRIPTION
 RC0863
 RC0863'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 RC0863'IN THE DALLES.
 RC0863'NORTH WEST CORNER OF FIFTH AND UNION STREETS.  IN CONCRETE WALK ABOUT
 RC0863'2 FEET INSIDE OF CURVE OF CURB.
 RC0863
 RC0863                          STATION RECOVERY (1987)
 RC0863
 RC0863'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWE)
 RC0863'RECOVERED IN GOOD CONDITION.
 RC0863
 RC0863                          STATION RECOVERY (1987)
 RC0863
 RC0863'RECOVERY NOTE BY US POWER SQUADRON 1987 (KRN)
 RC0863'MARK NOT FOUND.
 RC0863
 RC0863                          STATION RECOVERY (1989)
 RC0863
 RC0863'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RC0863'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0420 ***********************************************************************
 RD0420  DESIGNATION -  1233
 RD0420  PID         -  RD0420
 RD0420  STATE/COUNTY-  OR/MULTNOMAH
 RD0420  USGS QUAD   -  PORTLAND (1990)
 RD0420
 RD0420                         *CURRENT SURVEY CONTROL
 RD0420  ___________________________________________________________________
 RD0420* NAD 83(1986)-  45 35 59.     (N)    122 43 11.     (W)     SCALED    
 RD0420* NAVD 88     -        14.843  (meters)      48.70   (feet)  POSTED    
 RD0420  ___________________________________________________________________
 RD0420  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 RD0420  DYNAMIC HT  -          14.840 (meters)      48.69  (feet)  COMP
 RD0420  MODELED GRAV-     980,623.2   (mgal)                       NAVD 88
 RD0420
 RD0420  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 RD0420
 RD0420.The horizontal coordinates were scaled from a topographic map and have
 RD0420.an estimated accuracy of +/- 6 seconds.
 RD0420
 RD0420.The orthometric height was determined by differential leveling
 RD0420.and adjusted by the  in 1992.
 RD0420.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 RD0420.rate of 2.1 thru 3.0 mm/km.
 RD0420
 RD0420.The geoid height was determined by GEOID03.
 RD0420
 RD0420.The dynamic height is computed by dividing the NAVD 88
 RD0420.geopotential number by the normal gravity value computed on the
 RD0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0420.degrees latitude (g = 980.6199 gals.).
 RD0420
 RD0420.The modeled gravity was interpolated from observed gravity values.
 RD0420
 RD0420;                    North         East    Units  Estimated Accuracy
 RD0420;SPC OR N     -   217,190.    2,326,850.      MT  (+/- 180 meters Scaled)
 RD0420
 RD0420                          SUPERSEDED SURVEY CONTROL
 RD0420
 RD0420  NGVD 29 (??/??/92)   13.801  (m)           45.28   (f) ADJ UNCH    1 2
 RD0420
 RD0420.Superseded values are not recommended for survey control.
 RD0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0420.See file dsdata.txt to determine how the superseded data were derived.
 RD0420
 RD0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER218496(NAD 83)
 RD0420_MARKER: DD = SURVEY DISK
 RD0420_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RD0420_SP_SET: BRIDGE ABUTMENT
 RD0420_STAMPING: 1233
 RD0420_MARK LOGO: OR1650
 RD0420_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RD0420_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD0420+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2007
 RD0420
 RD0420  HISTORY     - Date     Condition        Report By
 RD0420  HISTORY     - UNK      MONUMENTED
 RD0420  HISTORY     - 1961     GOOD             NGS
 RD0420  HISTORY     - 1987     GOOD             NGS
 RD0420  HISTORY     - 1990     GOOD             USPSQD
 RD0420  HISTORY     - 19990917 GOOD             USPSQD
 RD0420  HISTORY     - 20040329 GOOD             USPSQD
 RD0420  HISTORY     - 20051108 MARK NOT FOUND   USPSQD
 RD0420  HISTORY     - 20070306 GOOD             USPSQD
 RD0420
 RD0420                          STATION DESCRIPTION
 RD0420
 RD0420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RD0420'IN PORTLAND.
 RD0420'0.4 MILE NORTHEAST OF THE RAIL ROAD DEPOT AT EAST ST. JOHNS, AT THE
 RD0420'SOUTHWEST CORNER OF THE RAIL ROAD BRIDGE OVER COLUMBIA SLOUGH, IN TOP
 RD0420'OF THE ABUTMENT, AND ABOUT 6-FEET LOWER THAN THE RAILS.
 RD0420
 RD0420                          STATION RECOVERY (1987)
 RD0420
 RD0420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD0420'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.8 KM (0.50
 RD0420'MI) NORTH ALONG NORTH PORTLAND ROAD FROM THE JUNCTION OF NORTH
 RD0420'COLUMBIA BOULEVARD IN EAST ST JOHNS, THENCE APPROXIMATELY 90.  M
 RD0420'(295.3 FT) NORTHEAST AND ACROSS COUNTRY TO THE SOUTHWEST END OF THE
 RD0420'BURLINGTON NORTHERN RAILROAD BRIDGE OVER COLUMBIA SLOUGH, IN TOP OF
 RD0420'THE NORTHWEST END OF THE SOUTHWEST ABUTMENT.  NOTE--NOT LEVELED THIS
 RD0420'SURVEY.
 RD0420'THE MARK IS ABOVE LEVEL WITH THE RAILROAD TRACKS.
 RD0420
 RD0420                          STATION RECOVERY (1990)
 RD0420
 RD0420'RECOVERY NOTE BY US POWER SQUADRON 1990 (FV)
 RD0420'RECOVERED IN GOOD CONDITION.
 RD0420
 RD0420                          STATION RECOVERY (1999)
 RD0420
 RD0420'RECOVERY NOTE BY US POWER SQUADRON 1999
 RD0420'RECOVERED IN GOOD CONDITION.
 RD0420
 RD0420                          STATION RECOVERY (2004)
 RD0420
 RD0420'RECOVERY NOTE BY US POWER SQUADRON 2004 (RHC)
 RD0420'RECOVERED IN GOOD CONDITION.
 RD0420
 RD0420                          STATION RECOVERY (2005)
 RD0420
 RD0420'RECOVERY NOTE BY US POWER SQUADRON 2005 (SO)
 RD0420'MARK NOT FOUND.
 RD0420
 RD0420                          STATION RECOVERY (2007)
 RD0420
 RD0420'RECOVERY NOTE BY US POWER SQUADRON 2007 (RHC)
 RD0420'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 DE5627 ***********************************************************************
 DE5627  DESIGNATION -  124
 DE5627  PID         -  DE5627
 DE5627  STATE/COUNTY-  OR/POLK
 DE5627  USGS QUAD   -  SHERIDAN (1992)
 DE5627
 DE5627                         *CURRENT SURVEY CONTROL
 DE5627  ___________________________________________________________________
 DE5627* NAD 83(2007)-  45 00 09.75175(N)    123 25 16.94488(W)     ADJUSTED  
 DE5627* NAVD 88     -       139.1    (meters)     456.     (feet)  GPS OBS   
 DE5627  ___________________________________________________________________
 DE5627  EPOCH DATE  -        2007.00
 DE5627  X           -  -2,488,182.058 (meters)                     COMP
 DE5627  Y           -  -3,770,464.856 (meters)                     COMP
 DE5627  Z           -   4,487,644.410 (meters)                     COMP
 DE5627  LAPLACE CORR-          -7.85  (seconds)                    DEFLEC99
 DE5627  ELLIP HEIGHT-         117.575 (meters)          (02/10/07) ADJUSTED
 DE5627  GEOID HEIGHT-         -21.55  (meters)                     GEOID03
 DE5627
 DE5627  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE5627  Type    PID    Designation                      North   East  Ellip
 DE5627  -------------------------------------------------------------------
 DE5627  NETWORK DE5627 124                               1.47   1.12   1.47
 DE5627  -------------------------------------------------------------------
 DE5627
 DE5627.The horizontal coordinates were established by GPS observations
 DE5627.and adjusted by the National Geodetic Survey in February 2007.
 DE5627
 DE5627.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE5627.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE5627.The horizontal coordinates are valid at the epoch date displayed above.
 DE5627.The epoch date for horizontal control is a decimal equivalence
 DE5627.of Year/Month/Day.
 DE5627
 DE5627.The orthometric height was determined by GPS observations and a
 DE5627.high-resolution geoid model.
 DE5627
 DE5627.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5627
 DE5627.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE5627
 DE5627.The ellipsoidal height was determined by GPS observations
 DE5627.and is referenced to NAD 83.
 DE5627
 DE5627.The geoid height was determined by GEOID03.
 DE5627
 DE5627;                    North         East     Units Scale Factor Converg.
 DE5627;SPC OR N     -   152,626.086 2,269,743.296   MT  0.99989876   -2 04 18.5
 DE5627;SPC OR N     -   500,741.75  7,446,664.36   iFT  0.99989876   -2 04 18.5
 DE5627;UTM  10      - 4,983,337.669   466,790.881   MT  0.99961356   -0 17 52.7
 DE5627
 DE5627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5627!SPC OR N     -   0.99998157  x   0.99989876  =   0.99988033
 DE5627!UTM  10      -   0.99998157  x   0.99961356  =   0.99959513
 DE5627
 DE5627                          SUPERSEDED SURVEY CONTROL
 DE5627
 DE5627  NAD 83(1998)-  45 00 09.74920(N)    123 25 16.94654(W) AD(       ) B
 DE5627  ELLIP H (06/19/02)  117.586  (m)                       GP(       ) 4 1
 DE5627
 DE5627.Superseded values are not recommended for survey control.
 DE5627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE5627.See file dsdata.txt to determine how the superseded data were derived.
 DE5627
 DE5627_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ6679183338(NAD 83)
 DE5627_MARKER: DD = SURVEY DISK
 DE5627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE5627_STAMPING: 124 1994
 DE5627_MARK LOGO: OR-053
 DE5627_PROJECTION: FLUSH
 DE5627_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE5627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE5627+STABILITY: SURFACE MOTION
 DE5627_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5627+SATELLITE: SATELLITE OBSERVATIONS - August 01, 1994
 DE5627
 DE5627  HISTORY     - Date     Condition        Report By
 DE5627  HISTORY     - 19940801 MONUMENTED       OR-053
 DE5627
 DE5627                          STATION DESCRIPTION
 DE5627
 DE5627'DESCRIBED BY POLK COUNTY OREGON 1994 (JDN)
 DE5627'THE STATION IS LOCATED ABOUT 9.2 KM (5.7 MI) SOUTHEAST OF WILLAMINA
 DE5627'AND 12.2  KM (7.6 MI)
 DE5627'NORTHWEST OF DALLAS, IN THE SOUTHEAST 1/4 OF SECTION 33 T6S R6W,
 DE5627'WILLAMETTE MERIDIAN.
 DE5627'OWNERSHIP--POLK COUNTY RIGHT-OF-WAY.
 DE5627' 
 DE5627'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 99W AND
 DE5627'22 IN RICKREALL,
 DE5627'GO WEST ON HIGHWAY 22 FOR 18.43 KM (11.45 MI) TO THE INTERSECTION OF
 DE5627'MILL CREEK ROAD
 DE5627'(COUNTY ROAD 6610).  TURN LEFT, SOUTH, ON MILL CREEK ROAD FOR 1.88 KM
 DE5627'(1.17 MI) TO THE
 DE5627'STATION ON THE LEFT AT THE BACK OF A DITCH.
 DE5627' 
 DE5627'THE STATION IS A 7.6 CM (3 IN) POLK COUNTY GPS SURVEY MONUMENT BRASS
 DE5627'CAP SET IN THE TOP OF
 DE5627'A 35 CM (14 IN)  ROUND CONCRETE POST FLUSH WITH THE SURFACE.  IT IS
 DE5627'8.5 M (28.0 FT) EAST OF THE
 DE5627'ROAD'S CENTERLINE, 94.5 M (310.0 FT) SOUTH FROM THE DRIVEWAY TO HOUSE
 DE5627'NUMBER 4950, 167.6 M
 DE5627'(550.0 FT) NORTH FROM THE DRIVEWAY TO HOUSE NUMBER 4596, 24.84 M
 DE5627'(81.5 FT) SOUTHEAST FROM
 DE5627'POWER POLE NUMBER C6633 WITH WITNESS TAG, AND 0.3 M (1.0 FT) WEST FROM
 DE5627'A CARSONITE
 DE5627'WITNESS POST.
 DE5627' 
 DE5627'FOR ADDITIONAL INFORMATION ON HOW TO REACH THIS MONUMENT SEE THE POLK
 DE5627'COUNTY WEB
 DE5627'PAGE AT WWW.CO.POLK.OR.US/PUBLICWORKS/SURVEYS.HTM
 DE5627'
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0222 ***********************************************************************
 RD0222  DESIGNATION -  1246
 RD0222  PID         -  RD0222
 RD0222  STATE/COUNTY-  OR/CLACKAMAS
 RD0222  USGS QUAD   -  CHERRYVILLE (1997)
 RD0222
 RD0222                         *CURRENT SURVEY CONTROL
 RD0222  ___________________________________________________________________
 RD0222* NAD 83(1986)-  45 22 01.     (N)    122 09 54.     (W)     SCALED    
 RD0222* NAVD 88     -       381.404  (meters)    1251.32   (feet)  ADJUSTED  
 RD0222  ___________________________________________________________________
 RD0222  GEOID HEIGHT-         -22.28  (meters)                     GEOID03
 RD0222  DYNAMIC HT  -         381.361 (meters)    1251.18  (feet)  COMP
 RD0222  MODELED GRAV-     980,492.1   (mgal)                       NAVD 88
 RD0222
 RD0222  VERT ORDER  -  SECOND    CLASS 0
 RD0222
 RD0222.The horizontal coordinates were scaled from a topographic map and have
 RD0222.an estimated accuracy of +/- 6 seconds.
 RD0222
 RD0222.The orthometric height was determined by differential leveling
 RD0222.and adjusted in June 1991.
 RD0222
 RD0222.The geoid height was determined by GEOID03.
 RD0222
 RD0222.The dynamic height is computed by dividing the NAVD 88
 RD0222.geopotential number by the normal gravity value computed on the
 RD0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0222.degrees latitude (g = 980.6199 gals.).
 RD0222
 RD0222.The modeled gravity was interpolated from observed gravity values.
 RD0222
 RD0222;                    North         East    Units  Estimated Accuracy
 RD0222;SPC OR N     -   190,280.    2,369,580.      MT  (+/- 180 meters Scaled)
 RD0222
 RD0222                          SUPERSEDED SURVEY CONTROL
 RD0222
 RD0222  NGVD 29 (??/??/92)  380.342  (m)         1247.84   (f) ADJ UNCH    2 0
 RD0222
 RD0222.Superseded values are not recommended for survey control.
 RD0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0222.See file dsdata.txt to determine how the superseded data were derived.
 RD0222
 RD0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER653240(NAD 83)
 RD0222_MARKER: P = PIPE CAP
 RD0222_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RD0222_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RD0222_STAMPING: 1246 1907
 RD0222_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0222
 RD0222  HISTORY     - Date     Condition        Report By
 RD0222  HISTORY     - 1907     MONUMENTED       USGS
 RD0222  HISTORY     - 1947     GOOD             NGS
 RD0222
 RD0222                          STATION DESCRIPTION
 RD0222
 RD0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 RD0222'1.6 MI W FROM CHERRYVILLE.
 RD0222'1.6 MILES WEST ALONG STATE HIGHWAY 50 FROM THE POST OFFICE AT
 RD0222'CHERRYVILLE, AT AN INTERSECTION OF THE HIGHWAY AND A PRIVATE DRIVE
 RD0222'LEADING NORTH TO A YELLOW FRAME HOUSE, 70 FEET EAST OF THE CENTER LINE
 RD0222'OF THE DRIVE, 28.3 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT
 RD0222'5 FEET ABOVE THE HIGHWAY LEVEL, 1.7 FEET SOUTH OF A YARD FENCE, AND
 RD0222'RIVETED ON TOP OF AN IRON PIPE WHICH IS ENCASED IN CONCRETE AND
 RD0222'PROJECTS 1.2 FEET ABOVE THE GROUND.  WITNESS POST SET 4.4 FEET WEST OF
 RD0222'THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC0645 ***********************************************************************
 SC0645  DESIGNATION -  125
 SC0645  PID         -  SC0645
 SC0645  STATE/COUNTY-  OR/CLATSOP
 SC0645  USGS QUAD   -  GREEN MOUNTAIN (1949)
 SC0645
 SC0645                         *CURRENT SURVEY CONTROL
 SC0645  ___________________________________________________________________
 SC0645* NAD 83(1986)-  46 05 23.     (N)    123 42 57.     (W)     SCALED    
 SC0645* NAVD 88     -        39.318  (meters)     129.00   (feet)  ADJUSTED  
 SC0645  ___________________________________________________________________
 SC0645  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 SC0645  DYNAMIC HT  -          39.322 (meters)     129.01  (feet)  COMP
 SC0645  MODELED GRAV-     980,713.3   (mgal)                       NAVD 88
 SC0645
 SC0645  VERT ORDER  -  SECOND    CLASS 0
 SC0645
 SC0645.The horizontal coordinates were scaled from a topographic map and have
 SC0645.an estimated accuracy of +/- 6 seconds.
 SC0645
 SC0645.The orthometric height was determined by differential leveling
 SC0645.and adjusted in June 1991.
 SC0645
 SC0645.The geoid height was determined by GEOID03.
 SC0645
 SC0645.The dynamic height is computed by dividing the NAVD 88
 SC0645.geopotential number by the normal gravity value computed on the
 SC0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0645.degrees latitude (g = 980.6199 gals.).
 SC0645
 SC0645.The modeled gravity was interpolated from observed gravity values.
 SC0645
 SC0645;                    North         East    Units  Estimated Accuracy
 SC0645;SPC OR N     -   274,220.    2,251,350.      MT  (+/- 180 meters Scaled)
 SC0645
 SC0645                          SUPERSEDED SURVEY CONTROL
 SC0645
 SC0645  NGVD 29 (??/??/92)   38.235  (m)          125.44   (f) ADJ UNCH    2 0
 SC0645
 SC0645.Superseded values are not recommended for survey control.
 SC0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0645.See file dsdata.txt to determine how the superseded data were derived.
 SC0645
 SC0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS446042(NAD 83)
 SC0645_MARKER: B = BOLT
 SC0645_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SC0645_SP_SET: BRIDGE
 SC0645_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SC0645
 SC0645  HISTORY     - Date     Condition        Report By
 SC0645  HISTORY     - UNK      MONUMENTED       PG+E
 SC0645  HISTORY     - 1961     GOOD             NGS
 SC0645  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 SC0645
 SC0645                          STATION DESCRIPTION
 SC0645
 SC0645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SC0645'2.4 MI SE FROM OLNEY.
 SC0645'FROM OLNEY GO SOUTHEAST ON STATE HIGHWAY 202 FOR 2.4 MILES TO A CEMENT
 SC0645'BRIDGE THAT IS ABOUT 60 YARDS SOUTHEAST OF THE ENTRANCE TO KLASKANINE
 SC0645'RIVER SALMON HATCHERY.  BOLT IS SET IN THE CONCRETE IN TOP OF THE WING
 SC0645'WALL AT THE SOUTHEAST CORNER OF THE BRIDGE.
 SC0645
 SC0645                          STATION RECOVERY (1984)
 SC0645
 SC0645'RECOVERY NOTE BY US POWER SQUADRON 1984
 SC0645'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0380 ***********************************************************************
 NZ0380  DESIGNATION -  1252 B
 NZ0380  PID         -  NZ0380
 NZ0380  STATE/COUNTY-  OR/JOSEPHINE
 NZ0380  USGS QUAD   -  MERLIN (1986)
 NZ0380
 NZ0380                         *CURRENT SURVEY CONTROL
 NZ0380  ___________________________________________________________________
 NZ0380* NAD 83(1986)-  42 34 35.     (N)    123 24 22.     (W)     SCALED    
 NZ0380* NAVD 88     -       383.249  (meters)    1257.38   (feet)  ADJUSTED  
 NZ0380  ___________________________________________________________________
 NZ0380  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 NZ0380  DYNAMIC HT  -         383.123 (meters)    1256.96  (feet)  COMP
 NZ0380  MODELED GRAV-     980,281.4   (mgal)                       NAVD 88
 NZ0380
 NZ0380  VERT ORDER  -  FIRST     CLASS II
 NZ0380
 NZ0380.The horizontal coordinates were scaled from a topographic map and have
 NZ0380.an estimated accuracy of +/- 6 seconds.
 NZ0380
 NZ0380.The orthometric height was determined by differential leveling
 NZ0380.and adjusted in June 1991.
 NZ0380.WARNING-Repeat measurements at this control monument indicate possible
 NZ0380.vertical movement.
 NZ0380
 NZ0380.The geoid height was determined by GEOID03.
 NZ0380
 NZ0380.The dynamic height is computed by dividing the NAVD 88
 NZ0380.geopotential number by the normal gravity value computed on the
 NZ0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0380.degrees latitude (g = 980.6199 gals.).
 NZ0380
 NZ0380.The modeled gravity was interpolated from observed gravity values.
 NZ0380
 NZ0380;                    North         East    Units  Estimated Accuracy
 NZ0380;SPC OR S     -   105,190.    1,261,470.      MT  (+/- 180 meters Scaled)
 NZ0380
 NZ0380                          SUPERSEDED SURVEY CONTROL
 NZ0380
 NZ0380  NGVD 29 (??/??/92)  382.233  (m)         1254.04   (f) ADJ UNCH    1 2
 NZ0380
 NZ0380.Superseded values are not recommended for survey control.
 NZ0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0380.See file dsdata.txt to determine how the superseded data were derived.
 NZ0380
 NZ0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN666138(NAD 83)
 NZ0380_MARKER: P = PIPE CAP
 NZ0380_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NZ0380_SP_SET: SHALLOW-SET PIPE
 NZ0380_STAMPING: 1252 B 1903
 NZ0380_MARK LOGO: USGS  
 NZ0380_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0380
 NZ0380  HISTORY     - Date     Condition        Report By
 NZ0380  HISTORY     - 1903     MONUMENTED       USGS
 NZ0380  HISTORY     - 1954     GOOD             NGS
 NZ0380  HISTORY     - 1987     GOOD             NGS
 NZ0380
 NZ0380                          STATION DESCRIPTION
 NZ0380
 NZ0380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NZ0380'0.5 MI S FROM HUGO.
 NZ0380'0.5 MILE SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 NZ0380'STATION AT HUGO, AT THE CROSSING OF COUNTY ROAD (CROSSING C 486.8),
 NZ0380'ABOUT 2 1/2 RAILS EAST OF CULVERT 486.82, 16.5 FEET NORTH OF THE NORTH
 NZ0380'RAIL, 16 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 2.2 FEET
 NZ0380'NORTHEAST OF A 6- BY 8-INCH WOODEN POST SUPPORTING A RAILROAD CROSSING
 NZ0380'SIGN, 1.1 FEET SOUTHEAST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN
 NZ0380'THE TRACK, AND RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE ENCASED IN
 NZ0380'CONCRETE AND PROJECTING 0.1 FOOT ABOVE THE GROUND.  NOTE-- THE TOP OF
 NZ0380'THE CAP HAS BEEN HAMMERED AND IS SLANTING.  THE ROD WAS HELD ON THE
 NZ0380'SPACE BETWEEN L AND S OF THE WORDS GEOLOGICAL SURVEY DURING THE 1954
 NZ0380'RELEVELING.ING.
 NZ0380
 NZ0380                          STATION RECOVERY (1987)
 NZ0380
 NZ0380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 NZ0380'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  0.6 KM
 NZ0380'(0.35 MI) SOUTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 NZ0380'JUNCTION OF HUGO ROAD IN HUGO.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 DE5628 ***********************************************************************
 DE5628  DESIGNATION -  126
 DE5628  PID         -  DE5628
 DE5628  STATE/COUNTY-  OR/POLK
 DE5628  USGS QUAD   -  LAUREL MTN (1974)
 DE5628
 DE5628                         *CURRENT SURVEY CONTROL
 DE5628  ___________________________________________________________________
 DE5628* NAD 83(2007)-  44 58 55.75673(N)    123 33 21.43018(W)     ADJUSTED  
 DE5628* NAVD 88     -       802.2    (meters)    2632.     (feet)  GPS OBS   
 DE5628  ___________________________________________________________________
 DE5628  EPOCH DATE  -        2007.00
 DE5628  X           -  -2,498,183.509 (meters)                     COMP
 DE5628  Y           -  -3,766,346.980 (meters)                     COMP
 DE5628  Z           -   4,486,497.920 (meters)                     COMP
 DE5628  LAPLACE CORR-          -3.32  (seconds)                    DEFLEC99
 DE5628  ELLIP HEIGHT-         780.962 (meters)          (02/10/07) ADJUSTED
 DE5628  GEOID HEIGHT-         -21.23  (meters)                     GEOID03
 DE5628
 DE5628  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE5628  Type    PID    Designation                      North   East  Ellip
 DE5628  -------------------------------------------------------------------
 DE5628  NETWORK DE5628 126                               2.16   1.82   2.29
 DE5628  -------------------------------------------------------------------
 DE5628
 DE5628.The horizontal coordinates were established by GPS observations
 DE5628.and adjusted by the National Geodetic Survey in February 2007.
 DE5628
 DE5628.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE5628.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE5628.The horizontal coordinates are valid at the epoch date displayed above.
 DE5628.The epoch date for horizontal control is a decimal equivalence
 DE5628.of Year/Month/Day.
 DE5628
 DE5628.The orthometric height was determined by GPS observations and a
 DE5628.high-resolution geoid model.
 DE5628
 DE5628.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5628
 DE5628.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE5628
 DE5628.The ellipsoidal height was determined by GPS observations
 DE5628.and is referenced to NAD 83.
 DE5628
 DE5628.The geoid height was determined by GEOID03.
 DE5628
 DE5628;                    North         East     Units Scale Factor Converg.
 DE5628;SPC OR N     -   150,736.117 2,259,054.610   MT  0.99989986   -2 10 02.1
 DE5628;SPC OR N     -   494,541.07  7,411,596.49   iFT  0.99989986   -2 10 02.1
 DE5628;UTM  10      - 4,981,118.334   456,168.812   MT  0.99962362   -0 23 34.8
 DE5628
 DE5628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5628!SPC OR N     -   0.99987757  x   0.99989986  =   0.99977744
 DE5628!UTM  10      -   0.99987757  x   0.99962362  =   0.99950124
 DE5628
 DE5628                          SUPERSEDED SURVEY CONTROL
 DE5628
 DE5628  NAD 83(1998)-  44 58 55.75410(N)    123 33 21.43213(W) AD(       ) B
 DE5628  ELLIP H (06/19/02)  780.972  (m)                       GP(       ) 4 1
 DE5628
 DE5628.Superseded values are not recommended for survey control.
 DE5628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE5628.See file dsdata.txt to determine how the superseded data were derived.
 DE5628
 DE5628_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ5616981118(NAD 83)
 DE5628_MARKER: DD = SURVEY DISK
 DE5628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE5628_STAMPING: 129 1994
 DE5628_MARK LOGO: OR-053
 DE5628_PROJECTION: RECESSED 3 CENTIMETERS
 DE5628_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE5628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE5628+STABILITY: SURFACE MOTION
 DE5628_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5628+SATELLITE: SATELLITE OBSERVATIONS - August 01, 1994
 DE5628
 DE5628  HISTORY     - Date     Condition        Report By
 DE5628  HISTORY     - 19940801 MONUMENTED       OR-053
 DE5628
 DE5628                          STATION DESCRIPTION
 DE5628
 DE5628'DESCRIBED BY POLK COUNTY OREGON 1994 (JDN)
 DE5628'THE STATION IS LOCATED ON DORN PEAK, ABOUT 11.8 KM (7.3 MI) SOUTHWEST
 DE5628'OF WILLAMINA AND 9.7
 DE5628'KM (6 MI) SOUTHEAST OF GRAND RONDE, IN THE NORTHWEST 1/4 OF SECTION 9
 DE5628'T7S R7W,
 DE5628'WILLAMETTE MERIDIAN.  OWNERSHIP-- BUREAU OF LAND MANAGEMENT.
 DE5628' 
 DE5628'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 99W AND
 DE5628'22 IN RICKREALL,
 DE5628'GO WEST ON HIGHWAY 22 FOR 19.5 KM (12.1 MI) TO THE INTERSECTION OF
 DE5628'GOOSENECK ROAD (COUNTY
 DE5628'ROAD 6611). TURN LEFT, SOUTHERLY AND WESTERLY, ON GOOSENECK ROAD FOR
 DE5628'5.07 KM (3.15 MI) TO
 DE5628'THE INTERSECTION OF BUREAU OF LAND MANAGEMENT ROAD 6-6-31.  TURN
 DE5628'LEFT,SOUTHERLY, ON
 DE5628'ROAD 6-6-31 FOR 1.77 KM (1.1 MI) TO THE JUNCTION OF ROAD 7-7-11 ON THE
 DE5628'RIGHT.  CONTINUE
 DE5628'STRAIGHT ON ROAD 6-6-31 FOR 0.45 KM (.28 MI) TO A FORK IN THE ROAD.
 DE5628'TAKE THE FORK TO THE
 DE5628'RIGHT AND CONTINUE FOR 1.85 KM (1.15 MI) TO A THREE WAY FORK IN THE
 DE5628'ROAD.  TAKE THE FORK TO
 DE5628'THE RIGHT A GO 5.86 KM (3.64 MI) TO AN INTERSECTION.  BEAR LEFT AND GO
 DE5628'SOUTHERLY AND
 DE5628'EASTERLY FOR 0.58 KM (0.36 MI) TO AN INTERSECTION.  BEAR LEFT ONTO
 DE5628'ROAD 7-7-9.1 AND GO 0.22
 DE5628'KM (0.14 MI) TO A LOG LANDING AND THE STATION.
 DE5628' 
 DE5628'THE STATION IS A 7.6 CM (3 IN) POLK COUNTY GPS SURVEY MONUMENT BRASS
 DE5628'CAP SET IN THE TOP OF
 DE5628'A 35 CM (14 IN) ROUND CONCRETE POST AND IS 5 CM (2 IN) BELOW THE
 DE5628'GROUND.   IT IS ABOUT 9.1 M (30
 DE5628'FT) SOUTH OF THE NORTH SIDE OF THE LANDING, ABOUT 9.1 M (30 FT) EAST
 DE5628'OF THE WEST SIDE OF THE
 DE5628'LANDING, 25.15 M (82.5 FT) SLOPE DISTANCE NORTHWEST FROM A STUMP WITH
 DE5628'A WITNESS TAG, 27.7
 DE5628'M (91.0 FT) SLOPE DISTANCE WEST-SOUTHWEST FROM A STUMP WITH A WITNESS
 DE5628'TAG.  DUE TO
 DE5628'CONTINUAL VANDALISM THERE ISN'T A WITNESS POST.
 DE5628' 
 DE5628'FOR ADDITIONAL INFORMATION ON HOW TO REACH THIS MONUMENT SEE THE POLK
 DE5628'COUNTY WEB
 DE5628'PAGE AT WWW.CO.POLK.OR.US/PUBLICWORKS/SURVEYS.HTM
 DE5628' 
 DE5628' 
 DE5628'
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0563 ***********************************************************************
 NZ0563  DESIGNATION -  1263
 NZ0563  PID         -  NZ0563
 NZ0563  STATE/COUNTY-  OR/JOSEPHINE
 NZ0563  USGS QUAD   -  CAVE JUNCTION (1989)
 NZ0563
 NZ0563                         *CURRENT SURVEY CONTROL
 NZ0563  ___________________________________________________________________
 NZ0563* NAD 83(1986)-  42 11 56.     (N)    123 38 52.     (W)     SCALED    
 NZ0563* NAVD 88     -       386.133  (meters)    1266.84   (feet)  ADJUSTED  
 NZ0563  ___________________________________________________________________
 NZ0563  GEOID HEIGHT-         -25.13  (meters)                     GEOID03
 NZ0563  DYNAMIC HT  -         385.982 (meters)    1266.34  (feet)  COMP
 NZ0563  MODELED GRAV-     980,219.2   (mgal)                       NAVD 88
 NZ0563
 NZ0563  VERT ORDER  -  FIRST     CLASS II
 NZ0563
 NZ0563.The horizontal coordinates were scaled from a topographic map and have
 NZ0563.an estimated accuracy of +/- 6 seconds.
 NZ0563
 NZ0563.The orthometric height was determined by differential leveling
 NZ0563.and adjusted in June 1991.
 NZ0563
 NZ0563.The geoid height was determined by GEOID03.
 NZ0563
 NZ0563.The dynamic height is computed by dividing the NAVD 88
 NZ0563.geopotential number by the normal gravity value computed on the
 NZ0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0563.degrees latitude (g = 980.6199 gals.).
 NZ0563
 NZ0563.The modeled gravity was interpolated from observed gravity values.
 NZ0563
 NZ0563;                    North         East    Units  Estimated Accuracy
 NZ0563;SPC OR S     -    64,010.    1,240,070.      MT  (+/- 180 meters Scaled)
 NZ0563
 NZ0563                          SUPERSEDED SURVEY CONTROL
 NZ0563
 NZ0563  NGVD 29 (??/??/92)  385.156  (m)         1263.63   (f) ADJ UNCH    1 2
 NZ0563
 NZ0563.Superseded values are not recommended for survey control.
 NZ0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0563.See file dsdata.txt to determine how the superseded data were derived.
 NZ0563
 NZ0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM465720(NAD 83)
 NZ0563_MARKER: DD = SURVEY DISK
 NZ0563_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NZ0563_SP_SET: BUILDING
 NZ0563_STAMPING: 1262.875 1915
 NZ0563_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NZ0563
 NZ0563  HISTORY     - Date     Condition        Report By
 NZ0563  HISTORY     - 1915     MONUMENTED       USGS
 NZ0563  HISTORY     - 1934     GOOD             NGS
 NZ0563  HISTORY     - 1967     GOOD             NGS
 NZ0563
 NZ0563                          STATION DESCRIPTION
 NZ0563
 NZ0563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NZ0563'IN KERBY.
 NZ0563'AT KERBY, JOSEPHINE COUNTY, ON THE WEST SIDE OF THE REDWOOD HIGHWAY,
 NZ0563'IN THE SOUTH FOOTING OF THE MASONIA BUILDING, 2.0 FEET FROM THE
 NZ0563'SOUTHEAST CORNER.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK
 NZ0563'STAMPED 1262.875 1915.
 NZ0563
 NZ0563                          STATION RECOVERY (1967)
 NZ0563
 NZ0563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 NZ0563'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0401 ***********************************************************************
 NZ0401  DESIGNATION -  1269
 NZ0401  PID         -  NZ0401
 NZ0401  STATE/COUNTY-  OR/JOSEPHINE
 NZ0401  USGS QUAD   -  GLENDALE (1986)
 NZ0401
 NZ0401                         *CURRENT SURVEY CONTROL
 NZ0401  ___________________________________________________________________
 NZ0401* NAD 83(1986)-  42 41 40.     (N)    123 23 44.     (W)     SCALED    
 NZ0401* NAVD 88     -       387.938  (meters)    1272.76   (feet)  ADJUSTED  
 NZ0401  ___________________________________________________________________
 NZ0401  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 NZ0401  DYNAMIC HT  -         387.817 (meters)    1272.36  (feet)  COMP
 NZ0401  MODELED GRAV-     980,298.1   (mgal)                       NAVD 88
 NZ0401
 NZ0401  VERT ORDER  -  FIRST     CLASS II
 NZ0401
 NZ0401.The horizontal coordinates were scaled from a topographic map and have
 NZ0401.an estimated accuracy of +/- 6 seconds.
 NZ0401
 NZ0401.The orthometric height was determined by differential leveling
 NZ0401.and adjusted in June 1991.
 NZ0401
 NZ0401.The geoid height was determined by GEOID03.
 NZ0401
 NZ0401.The dynamic height is computed by dividing the NAVD 88
 NZ0401.geopotential number by the normal gravity value computed on the
 NZ0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0401.degrees latitude (g = 980.6199 gals.).
 NZ0401
 NZ0401.The modeled gravity was interpolated from observed gravity values.
 NZ0401
 NZ0401;                    North         East    Units  Estimated Accuracy
 NZ0401;SPC OR S     -   118,270.    1,262,790.      MT  (+/- 180 meters Scaled)
 NZ0401
 NZ0401                          SUPERSEDED SURVEY CONTROL
 NZ0401
 NZ0401  NGVD 29 (??/??/92)  386.917  (m)         1269.41   (f) ADJ UNCH    1 2
 NZ0401
 NZ0401.Superseded values are not recommended for survey control.
 NZ0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0401.See file dsdata.txt to determine how the superseded data were derived.
 NZ0401
 NZ0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN676269(NAD 83)
 NZ0401_MARKER: R = RIVET
 NZ0401_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NZ0401_SP_SET: WINGWALL
 NZ0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0401+STABILITY: SURFACE MOTION
 NZ0401
 NZ0401  HISTORY     - Date     Condition        Report By
 NZ0401  HISTORY     - UNK      MONUMENTED       ORDT
 NZ0401  HISTORY     - 1954     GOOD             NGS
 NZ0401  HISTORY     - 1980     GOOD             LOCSUR
 NZ0401  HISTORY     - 1985     GOOD             USPSQD
 NZ0401  HISTORY     - 1987     GOOD             NGS
 NZ0401
 NZ0401                          STATION DESCRIPTION
 NZ0401
 NZ0401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NZ0401'IN WOLF CREEK.
 NZ0401'AT WOLF CREEK, AT THE OLD U. S. HIGHWAY 99 BRIDGE OVER WOLF CREEK, IN
 NZ0401'THE TOP OF THE NORTHWEST CONCRETE WING WALL, 13 1/2 FEET WEST OF THE
 NZ0401'CENTER LINE OF THE OLD HIGHWAY, 0.8 FOOT NORTHWEST OF THE NORTH END OF
 NZ0401'THE GUARD RAIL, AND ABOUT 1/2 FOOT LOWER THAN THE HIGHWAY.
 NZ0401
 NZ0401                          STATION RECOVERY (1980)
 NZ0401
 NZ0401'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 NZ0401'RECOVERED IN GOOD CONDITION.
 NZ0401
 NZ0401                          STATION RECOVERY (1985)
 NZ0401
 NZ0401'RECOVERY NOTE BY US POWER SQUADRON 1985
 NZ0401'WITNESS POST PRESENT.
 NZ0401
 NZ0401                          STATION RECOVERY (1987)
 NZ0401
 NZ0401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 NZ0401'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0623 ***********************************************************************
 NY0623  DESIGNATION -  127
 NY0623  PID         -  NY0623
 NY0623  STATE/COUNTY-  OR/KLAMATH
 NY0623  USGS QUAD   -  LENZ (1988)
 NY0623
 NY0623                         *CURRENT SURVEY CONTROL
 NY0623  ___________________________________________________________________
 NY0623* NAD 83(1986)-  42 54 26.     (N)    121 49 45.     (W)     SCALED    
 NY0623* NAVD 88     -      1386.22   (+/-2cm)    4548.0    (feet)  VERTCON   
 NY0623  ___________________________________________________________________
 NY0623  GEOID HEIGHT-         -21.82  (meters)                     GEOID03
 NY0623  VERT ORDER  -  ? (See Below)
 NY0623
 NY0623.The horizontal coordinates were scaled from a topographic map and have
 NY0623.an estimated accuracy of +/- 6 seconds.
 NY0623
 NY0623.The NAVD 88 height was computed by applying the VERTCON shift value to
 NY0623.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NY0623.The vertical order pertains to the NGVD 29 superseded value.
 NY0623
 NY0623.The geoid height was determined by GEOID03.
 NY0623
 NY0623;                    North         East    Units  Estimated Accuracy
 NY0623;SPC OR S     -   138,670.    1,391,470.      MT  (+/- 180 meters Scaled)
 NY0623
 NY0623                          SUPERSEDED SURVEY CONTROL
 NY0623
 NY0623  NGVD 29 (??/??/92) 1384.961  (m)         4543.83   (f) ADJ UNCH    ?  
 NY0623
 NY0623.Superseded values are not recommended for survey control.
 NY0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0623.See file dsdata.txt to determine how the superseded data were derived.
 NY0623
 NY0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN955511(NAD 83)
 NY0623_MARKER: N = NAIL
 NY0623_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NY0623_SP_SET: LODGEPOLE PINE
 NY0623_STAMPING: 4544 127
 NY0623_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NY0623
 NY0623  HISTORY     - Date     Condition        Report By
 NY0623  HISTORY     - UNK      MONUMENTED       USGS
 NY0623  HISTORY     - 1934     GOOD             NGS
 NY0623
 NY0623                          STATION DESCRIPTION
 NY0623
 NY0623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NY0623'1.5 MI S FROM LENZ STATION.
 NY0623'1.5 MILE SOUTH ALONG THE OLD STAGE ROAD, WHICH PARALLELS THE SOUTHERN
 NY0623'PACIFIC RAILROAD AT THAT POINT, FROM LENZ STATION, KLAMATH COUNTY, 3.3
 NY0623'MILES NORTHEAST OF THE OLD STAGE ROAD CROSSING OF SAND CREEK, OPPOSITE
 NY0623'RAILROAD MILEAGE 482.2, AT THE NORTH EDGE OF A MEADOW, AT THE WEST
 NY0623'EDGE OF THE ROAD, IN 20 INCH LODGEPOLE PINE WITH A TRIANGULAR BLAZE ON
 NY0623'THE EAST FACE BEARING AN ALUMINUM TAG STAMPED 4544 127, 2.0 FEET BELOW
 NY0623'THE BLAZE.  THE HEAD OF A NAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1466 ***********************************************************************
 RC1466  DESIGNATION -  1270.88
 RC1466  PID         -  RC1466
 RC1466  STATE/COUNTY-  OR/HOOD RIVER
 RC1466  USGS QUAD   -  PARKDALE (1994)
 RC1466
 RC1466                         *CURRENT SURVEY CONTROL
 RC1466  ___________________________________________________________________
 RC1466* NAD 83(1986)-  45 36 08.     (N)    121 32 24.     (W)     SCALED    
 RC1466* NAVD 88     -       388.712  (meters)    1275.30   (feet)  ADJUSTED  
 RC1466  ___________________________________________________________________
 RC1466  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 RC1466  DYNAMIC HT  -         388.667 (meters)    1275.15  (feet)  COMP
 RC1466  MODELED GRAV-     980,489.3   (mgal)                       NAVD 88
 RC1466
 RC1466  VERT ORDER  -  SECOND    CLASS 0
 RC1466
 RC1466.The horizontal coordinates were scaled from a topographic map and have
 RC1466.an estimated accuracy of +/- 6 seconds.
 RC1466
 RC1466.The orthometric height was determined by differential leveling
 RC1466.and adjusted in June 1991.
 RC1466
 RC1466.The geoid height was determined by GEOID03.
 RC1466
 RC1466.The dynamic height is computed by dividing the NAVD 88
 RC1466.geopotential number by the normal gravity value computed on the
 RC1466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1466.degrees latitude (g = 980.6199 gals.).
 RC1466
 RC1466.The modeled gravity was interpolated from observed gravity values.
 RC1466
 RC1466;                    North         East    Units  Estimated Accuracy
 RC1466;SPC OR N     -   215,610.    2,418,870.      MT  (+/- 180 meters Scaled)
 RC1466
 RC1466                          SUPERSEDED SURVEY CONTROL
 RC1466
 RC1466  NGVD 29 (??/??/92)  387.67   (m)         1271.9    (f) COMPUTED    2 0
 RC1466
 RC1466.Superseded values are not recommended for survey control.
 RC1466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1466.See file dsdata.txt to determine how the superseded data were derived.
 RC1466
 RC1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR138508(NAD 83)
 RC1466_MARKER: N = NAIL
 RC1466_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RC1466_SP_SET: CULVERT
 RC1466_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC1466
 RC1466  HISTORY     - Date     Condition        Report By
 RC1466  HISTORY     - UNK      MONUMENTED       USGS
 RC1466  HISTORY     - 1961     MARK NOT FOUND   NGS
 RC1466  HISTORY     - 19911101 MARK NOT FOUND   USGS-R
 RC1466
 RC1466                          STATION DESCRIPTION
 RC1466
 RC1466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RC1466'5.0 MI N FROM MT. HOOD.
 RC1466'5.0 MILES NORTH ALONG STATE HIGHWAY 35 FROM THE POST OFFICE AT MT.
 RC1466'HOOD, 50 FEET WEST OF BENCH MARK M 15 (U.S.G.S.), IN THE WEST END OF A
 RC1466'HEAD WALL OF A CONCRETE CULVERT, AND 12 FEET WEST OF THE CENTER LINE
 RC1466'OF THE HIGHWAY.
 RC1466
 RC1466                          STATION RECOVERY (1991)
 RC1466
 RC1466'RECOVERY NOTE BY USGS ROCKY MOUNTAIN MAPPING CENTER 1991 (AJ)
 RC1466'HIGHWAY CONSTRUCTION IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0399 ***********************************************************************
 NZ0399  DESIGNATION -  1276 G=Q 255
 NZ0399  PID         -  NZ0399
 NZ0399  STATE/COUNTY-  OR/JOSEPHINE
 NZ0399  USGS QUAD   -  GLENDALE (1986)
 NZ0399
 NZ0399                         *CURRENT SURVEY CONTROL
 NZ0399  ___________________________________________________________________
 NZ0399* NAD 83(1986)-  42 41 42.     (N)    123 23 46.     (W)     SCALED    
 NZ0399* NAVD 88     -       390.277  (meters)    1280.43   (feet)  ADJUSTED  
 NZ0399  ___________________________________________________________________
 NZ0399  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 NZ0399  DYNAMIC HT  -         390.156 (meters)    1280.04  (feet)  COMP
 NZ0399  MODELED GRAV-     980,298.1   (mgal)                       NAVD 88
 NZ0399
 NZ0399  VERT ORDER  -  FIRST     CLASS II
 NZ0399
 NZ0399.The horizontal coordinates were scaled from a topographic map and have
 NZ0399.an estimated accuracy of +/- 6 seconds.
 NZ0399
 NZ0399.The orthometric height was determined by differential leveling
 NZ0399.and adjusted in June 1991.
 NZ0399
 NZ0399.The geoid height was determined by GEOID03.
 NZ0399
 NZ0399.The dynamic height is computed by dividing the NAVD 88
 NZ0399.geopotential number by the normal gravity value computed on the
 NZ0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0399.degrees latitude (g = 980.6199 gals.).
 NZ0399
 NZ0399.The modeled gravity was interpolated from observed gravity values.
 NZ0399
 NZ0399;                    North         East    Units  Estimated Accuracy
 NZ0399;SPC OR S     -   118,330.    1,262,750.      MT  (+/- 180 meters Scaled)
 NZ0399
 NZ0399                          SUPERSEDED SURVEY CONTROL
 NZ0399
 NZ0399  NGVD 29 (??/??/92)  389.257  (m)         1277.09   (f) ADJ UNCH    1 2
 NZ0399
 NZ0399.Superseded values are not recommended for survey control.
 NZ0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0399.See file dsdata.txt to determine how the superseded data were derived.
 NZ0399
 NZ0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN675270(NAD 83)
 NZ0399_MARKER: P = PIPE CAP
 NZ0399_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NZ0399_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NZ0399_STAMPING: 1276 G Q255 1901
 NZ0399_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0399
 NZ0399  HISTORY     - Date     Condition        Report By
 NZ0399  HISTORY     - 1901     MONUMENTED       USGS
 NZ0399  HISTORY     - 1954     GOOD             NGS
 NZ0399  HISTORY     - 1987     MARK NOT FOUND   NGS
 NZ0399
 NZ0399                          STATION DESCRIPTION
 NZ0399
 NZ0399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NZ0399'IN WOLF CREEK.
 NZ0399'AT WOLF CREEK, ALONG OLD U. S. HIGHWAY 99, AT THE NORTHEAST CORNER OF
 NZ0399'THE YARD OF THE WOLF CREEK TAVERN, 0.15 MILE SOUTHWEST OF BENCH MKAR X
 NZ0399'248, 61.6 FEET NORTHEAST OF BENCH MARK RX 8, 26 1/2 FEET NORTH OF THE
 NZ0399'CENTER LINE OF A DRIVEWAY, 22 FEET WEST OF THE CENTER LINE OF THE OLD
 NZ0399'HIGHWAY, 2 FEET SOUTHEAST OF A TELEPHONE POLE WITH A GUY WIRE, ABOUT 1
 NZ0399'1/2 FEET HIGHER THAN THE DRIVEWAY, AND RIVETED ON TOP OF A 3 1/2-INCH
 NZ0399'IRON PIPE ENCASED IN CONCRETE AND PROJECTING 1.2 FEET ABOVE THE
 NZ0399'GROUND.  NOTE-- THIS MARK IS LEANING SLIGHTLY.  THE ROD WAS HELD OVER
 NZ0399'THE LETTERS BM DURING THE 1954 RELEVELING.  THE STAMPING INDICATED ON
 NZ0399'LITHO LIST 6, DATED 7/21/49, IS IN ERROR.
 NZ0399
 NZ0399                          STATION RECOVERY (1987)
 NZ0399
 NZ0399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 NZ0399'A LOCAL RESIDENT STATED THAT THE MARK HAD BEEN GRADED OUT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 DE5629 ***********************************************************************
 DE5629  DESIGNATION -  128
 DE5629  PID         -  DE5629
 DE5629  STATE/COUNTY-  OR/POLK
 DE5629  USGS QUAD   -  MIDWAY (1979)
 DE5629
 DE5629                         *CURRENT SURVEY CONTROL
 DE5629  ___________________________________________________________________
 DE5629* NAD 83(2007)-  45 00 40.70612(N)    123 40 29.21415(W)     ADJUSTED  
 DE5629* NAVD 88     -       857.1    (meters)    2812.     (feet)  GPS OBS   
 DE5629  ___________________________________________________________________
 DE5629  EPOCH DATE  -        2007.00
 DE5629  X           -  -2,504,740.521 (meters)                     COMP
 DE5629  Y           -  -3,759,283.413 (meters)                     COMP
 DE5629  Z           -   4,488,827.949 (meters)                     COMP
 DE5629  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 DE5629  ELLIP HEIGHT-         835.748 (meters)          (02/10/07) ADJUSTED
 DE5629  GEOID HEIGHT-         -21.33  (meters)                     GEOID03
 DE5629
 DE5629  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE5629  Type    PID    Designation                      North   East  Ellip
 DE5629  -------------------------------------------------------------------
 DE5629  NETWORK DE5629 128                               1.71   1.59   1.92
 DE5629  -------------------------------------------------------------------
 DE5629
 DE5629.The horizontal coordinates were established by GPS observations
 DE5629.and adjusted by the National Geodetic Survey in February 2007.
 DE5629
 DE5629.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE5629.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE5629.The horizontal coordinates are valid at the epoch date displayed above.
 DE5629.The epoch date for horizontal control is a decimal equivalence
 DE5629.of Year/Month/Day.
 DE5629
 DE5629.The orthometric height was determined by GPS observations and a
 DE5629.high-resolution geoid model.
 DE5629
 DE5629.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5629
 DE5629.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE5629
 DE5629.The ellipsoidal height was determined by GPS observations
 DE5629.and is referenced to NAD 83.
 DE5629
 DE5629.The geoid height was determined by GEOID03.
 DE5629
 DE5629;                    North         East     Units Scale Factor Converg.
 DE5629;SPC OR N     -   154,334.342 2,249,817.593   MT  0.99989834   -2 15 05.4
 DE5629;SPC OR N     -   506,346.27  7,381,291.32   iFT  0.99989834   -2 15 05.4
 DE5629;UTM  10      - 4,984,427.946   446,827.340   MT  0.99963476   -0 28 38.1
 DE5629
 DE5629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5629!SPC OR N     -   0.99986898  x   0.99989834  =   0.99976734
 DE5629!UTM  10      -   0.99986898  x   0.99963476  =   0.99950379
 DE5629
 DE5629                          SUPERSEDED SURVEY CONTROL
 DE5629
 DE5629  NAD 83(1998)-  45 00 40.70347(N)    123 40 29.21650(W) AD(       ) B
 DE5629  ELLIP H (06/19/02)  835.752  (m)                       GP(       ) 4 1
 DE5629
 DE5629.Superseded values are not recommended for survey control.
 DE5629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE5629.See file dsdata.txt to determine how the superseded data were derived.
 DE5629
 DE5629_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ4682784428(NAD 83)
 DE5629_MARKER: DD = SURVEY DISK
 DE5629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE5629_STAMPING: 128 1994
 DE5629_MARK LOGO: OR-053
 DE5629_PROJECTION: FLUSH
 DE5629_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE5629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE5629+STABILITY: SURFACE MOTION
 DE5629_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5629+SATELLITE: SATELLITE OBSERVATIONS - August 01, 1994
 DE5629
 DE5629  HISTORY     - Date     Condition        Report By
 DE5629  HISTORY     - 19940801 MONUMENTED       OR-053
 DE5629
 DE5629                          STATION DESCRIPTION
 DE5629
 DE5629'DESCRIBED BY POLK COUNTY OREGON 1994 (JDN)
 DE5629'THE STATION IS LOCATED ON THE EASTERLY SUMMIT OF SADDLEBACK MOUNTAIN,
 DE5629'ABOUT 7.4 KM (4.6
 DE5629'MI) SOUTHEAST OF GRAND RONDE AND 16.7 KM (10.4 MI) SOUTHEAST OF
 DE5629'WILLAMINA, IN THE
 DE5629'NORTHWEST 1/4 OF SECTION 33 T6S R8W,  WILLAMETTE MERIDIAN.
 DE5629'OWNERSHIP-- CONTACT STIMSON
 DE5629'TIMBER COMPANY AT 503-879-5333  FOR PERMISSION TO ENTER LANDS AND FOR
 DE5629'GATE KEYS.
 DE5629' 
 DE5629'TO REACH THE STATION FROM THE INTERSECTION OF GRAND RONDE ROAD (COUNTY
 DE5629'ROAD 6801) AND
 DE5629'STATE HIGHWAY 18, IN GRAND RONDE, GO WEST ON HIGHWAY 18 FOR 0.81 KM
 DE5629'(0.5 MI) TO THE
 DE5629'INTERSECTION OF FIRE HALL ROAD (COUNTY ROAD 6807). TURN LEFT, SOUTH,
 DE5629'ON FIRE HALL ROAD.
 DE5629'FOR 0.52 KM (0.32 MI) TO THE INTERSECTION OF THE STIMSON TIMBER
 DE5629'COMPANY MAINLINE. THIS
 DE5629'MAINLINE IS GATED.  TURN LEFT, SOUTH, ON THE MAINLINE FOR 5.46 KM
 DE5629'(3.39 MI) TO THE
 DE5629'INTERSECTION OF THE 200  ROAD. TURN RIGHT, WESTERLY (CROSS THE BRIDGE
 DE5629'OVER ROCK CREEK)
 DE5629'ON 200 ROAD FOR 0.27 KM (0.17 MI) TO THE 201 ROAD ON THE RIGHT.
 DE5629'CONTINUE ON THE 200 ROAD
 DE5629'FOR 1.85 KM (1.15 MI) TO THE 202 ROAD ON THE RIGHT.  CONTINUE ON THE
 DE5629'200 ROAD FOR 0.45 KM (0.28
 DE5629'MI) TO THE 203 ROAD ON THE LEFT.  CONTINUE ON THE 200 ROAD FOR 0.26 KM
 DE5629'(0.16 MI) TO THE 204
 DE5629'ROAD ON THE RIGHT.  CONTINUE ON THE 200 ROAD FOR 0.03 KM (0.02 MI) TO
 DE5629'THE 205 ROAD. TURN
 DE5629'RIGHT, NORTHERLY AND WESTERLY, ON THE 205 ROAD FOR 2.82 KM (1.75 MI),
 DE5629'PASSING TWO ROADS
 DE5629'ON THE RIGHT AND TWO ROADS ON THE LEFT, BEFORE COMING TO A ROAD ON THE
 DE5629'RIGHT.  TURN
 DE5629'RIGHT ON THIS UNNUMBERED ROAD AND GO NORTH FOR 0.35 KM (0.22 MI) TO A
 DE5629'FORK IN THE ROAD.
 DE5629'TAKE THE RIGHT FORK AND GO 0.02 KM (0.01 MI) TO A ROAD ON THE RIGHT.
 DE5629'TURN RIGHT, EAST, ON
 DE5629'ROAD FOR 0.42 KM (0.26 MI) TO THE STATION.
 DE5629' 
 DE5629'THE STATIION IS A 7.6 CM (3 IN) POLK COUNTY GPS SURVEY MONUMENT BRASS
 DE5629'CAP SET IN THE TOP OF
 DE5629'A 35 CM (14 IN) ROUND CONCRETE POST AND IS FLUSH WITH THE GROUND.  IT
 DE5629'IS 4.6 M (15.0 FT)
 DE5629'WESTERLY OF THE EAST END OF THE RIDGE. A CARSONITE WITNESS POST BEARS
 DE5629'EAST 0.3 M (1.0 FT).
 DE5629' 
 DE5629'FOR ADDITIONAL INFORMATION ON HOW TO REACH THIS MONUMENT SEE THE POLK
 DE5629'COUNTY WEB
 DE5629'PAGE AT WWW.CO.POLK.OR.US/PUBLICWORKS/SURVEYS.HTM
 DE5629'
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0496 ***********************************************************************
 RD0496  DESIGNATION -  1286
 RD0496  PID         -  RD0496
 RD0496  STATE/COUNTY-  OR/MULTNOMAH
 RD0496  USGS QUAD   -  PORTLAND (1990)
 RD0496
 RD0496                         *CURRENT SURVEY CONTROL
 RD0496  ___________________________________________________________________
 RD0496* NAD 83(1986)-  45 33 44.     (N)    122 44 37.     (W)     SCALED    
 RD0496* NAVD 88     -        12.640  (meters)      41.47   (feet)  POSTED    
 RD0496  ___________________________________________________________________
 RD0496  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 RD0496  DYNAMIC HT  -          12.640 (meters)      41.47  (feet)  COMP
 RD0496  MODELED GRAV-     980,610.9   (mgal)                       NAVD 88
 RD0496
 RD0496  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 RD0496
 RD0496.The horizontal coordinates were scaled from a topographic map and have
 RD0496.an estimated accuracy of +/- 6 seconds.
 RD0496
 RD0496.The orthometric height was determined by differential leveling
 RD0496.and adjusted by the  in 1992.
 RD0496.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 RD0496.rate of 2.1 thru 3.0 mm/km.
 RD0496
 RD0496.The geoid height was determined by GEOID03.
 RD0496
 RD0496.The dynamic height is computed by dividing the NAVD 88
 RD0496.geopotential number by the normal gravity value computed on the
 RD0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0496.degrees latitude (g = 980.6199 gals.).
 RD0496
 RD0496.The modeled gravity was interpolated from observed gravity values.
 RD0496
 RD0496;                    North         East    Units  Estimated Accuracy
 RD0496;SPC OR N     -   213,070.    2,324,870.      MT  (+/- 180 meters Scaled)
 RD0496
 RD0496                          SUPERSEDED SURVEY CONTROL
 RD0496
 RD0496  NGVD 29 (??/??/92)   11.585  (m)           38.01   (f) ADJ UNCH    1 2
 RD0496
 RD0496.Superseded values are not recommended for survey control.
 RD0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0496.See file dsdata.txt to determine how the superseded data were derived.
 RD0496
 RD0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER200454(NAD 83)
 RD0496_MARKER: Z = SEE DESCRIPTION
 RD0496_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RD0496_SP_SET: BUILDING
 RD0496_STAMPING: 1286
 RD0496_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RD0496
 RD0496  HISTORY     - Date     Condition        Report By
 RD0496  HISTORY     - UNK      MONUMENTED
 RD0496  HISTORY     - 1945     GOOD             NGS
 RD0496  HISTORY     - 1987     MARK NOT FOUND   NGS
 RD0496  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 RD0496
 RD0496                          STATION DESCRIPTION
 RD0496
 RD0496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 RD0496'IN PORTLAND.
 RD0496'SET VERTICAL IN THE NW CORNER OF THE STANDARD OIL CO. BUILDING AND
 RD0496'FACING THE SPOKANE, PORTLAND AND SEATTLE RAILWAY TRACK, ETC., INSTEAD
 RD0496'OF AT THE NW CORNER OF THE STANDARD OIL CO. BUILDING FACING THE
 RD0496'SPOKANE, PORTLAND AND SEATTLE RAILWAY TRACK, ETC.
 RD0496
 RD0496                          STATION RECOVERY (1987)
 RD0496
 RD0496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD0496'NOT RECOVERED.
 RD0496
 RD0496                          STATION RECOVERY (1990)
 RD0496
 RD0496'RECOVERY NOTE BY US POWER SQUADRON 1990 (FV)
 RD0496'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1323 ***********************************************************************
 NZ1323  DESIGNATION -  1289
 NZ1323  PID         -  NZ1323
 NZ1323  STATE/COUNTY-  OR/JOSEPHINE
 NZ1323  USGS QUAD   -  GLENDALE (1986)
 NZ1323
 NZ1323                         *CURRENT SURVEY CONTROL
 NZ1323  ___________________________________________________________________
 NZ1323* NAD 83(1986)-  42 41 47.     (N)    123 23 40.     (W)     SCALED    
 NZ1323* NAVD 88     -       394.597  (meters)    1294.61   (feet)  POSTED    
 NZ1323  ___________________________________________________________________
 NZ1323  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 NZ1323  DYNAMIC HT  -         394.470 (meters)    1294.19  (feet)  COMP
 NZ1323  MODELED GRAV-     980,298.3   (mgal)                       NAVD 88
 NZ1323
 NZ1323  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 NZ1323
 NZ1323.The horizontal coordinates were scaled from a topographic map and have
 NZ1323.an estimated accuracy of +/- 6 seconds.
 NZ1323
 NZ1323.The orthometric height was determined by differential leveling
 NZ1323.and adjusted by the  in 1992.
 NZ1323.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 NZ1323.rate of 4.1 thru 8.0 mm/km.
 NZ1323
 NZ1323.The geoid height was determined by GEOID03.
 NZ1323
 NZ1323.The dynamic height is computed by dividing the NAVD 88
 NZ1323.geopotential number by the normal gravity value computed on the
 NZ1323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ1323.degrees latitude (g = 980.6199 gals.).
 NZ1323
 NZ1323.The modeled gravity was interpolated from observed gravity values.
 NZ1323
 NZ1323;                    North         East    Units  Estimated Accuracy
 NZ1323;SPC OR S     -   118,480.    1,262,890.      MT  (+/- 180 meters Scaled)
 NZ1323
 NZ1323                          SUPERSEDED SURVEY CONTROL
 NZ1323
 NZ1323  NGVD 29 (??/??/92)  393.578  (m)         1291.26   (f) ADJ UNCH    1 2
 NZ1323
 NZ1323.Superseded values are not recommended for survey control.
 NZ1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1323.See file dsdata.txt to determine how the superseded data were derived.
 NZ1323
 NZ1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN676271(NAD 83)
 NZ1323_MARKER: P = PIPE CAP
 NZ1323_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NZ1323_SP_SET: SHALLOW-SET PIPE
 NZ1323_STAMPING: 1289 B 1903
 NZ1323_MARK LOGO: USGS  
 NZ1323_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ1323
 NZ1323  HISTORY     - Date     Condition        Report By
 NZ1323  HISTORY     - 1903     MONUMENTED       USGS
 NZ1323  HISTORY     - 1931     GOOD             CGS
 NZ1323  HISTORY     - 1954     MARK NOT FOUND   CGS
 NZ1323
 NZ1323                          STATION DESCRIPTION
 NZ1323
 NZ1323'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 NZ1323'IN WOLF CREEK.
 NZ1323'IN WOLF CREEK, 400 FT WEST OF THE SOUTHERN PACIFIC CO. STATION, ON THE
 NZ1323'SOUTH SIDE OF THE TRACK, OPPOSITE CULVERT NO. 501 F, AND 2 FT NORTH
 NZ1323'OF THE PACIFIC HIGHWAY PAVEMENT.  A UNITED STATES GEOLOGICAL SURVEY
 NZ1323'STANDARD CAP RIVETED ON THE TOP OF A 3-1/2 INCH IRON PIPE.  PIPE
 NZ1323'DEPTH UNKNOWN.
 NZ1323
 NZ1323                          STATION RECOVERY (1954)
 NZ1323
 NZ1323'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 NZ1323'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0025 ***********************************************************************
 QE0025  DESIGNATION -  1291
 QE0025  PID         -  QE0025
 QE0025  STATE/COUNTY-  OR/MARION
 QE0025  USGS QUAD   -  DETROIT (1994)
 QE0025
 QE0025                         *CURRENT SURVEY CONTROL
 QE0025  ___________________________________________________________________
 QE0025* NAD 83(1986)-  44 41 46.     (N)    122 12 46.     (W)     SCALED    
 QE0025* NAVD 88     -       394.933  (meters)    1295.71   (feet)  ADJUSTED  
 QE0025  ___________________________________________________________________
 QE0025  GEOID HEIGHT-         -21.99  (meters)                     GEOID03
 QE0025  DYNAMIC HT  -         394.842 (meters)    1295.41  (feet)  COMP
 QE0025  MODELED GRAV-     980,376.5   (mgal)                       NAVD 88
 QE0025
 QE0025  VERT ORDER  -  FIRST     CLASS II
 QE0025
 QE0025.The horizontal coordinates were scaled from a topographic map and have
 QE0025.an estimated accuracy of +/- 6 seconds.
 QE0025
 QE0025.The orthometric height was determined by differential leveling
 QE0025.and adjusted in June 1991.
 QE0025
 QE0025.The geoid height was determined by GEOID03.
 QE0025
 QE0025.The dynamic height is computed by dividing the NAVD 88
 QE0025.geopotential number by the normal gravity value computed on the
 QE0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0025.degrees latitude (g = 980.6199 gals.).
 QE0025
 QE0025.The modeled gravity was interpolated from observed gravity values.
 QE0025
 QE0025;                    North         East    Units  Estimated Accuracy
 QE0025;SPC OR N     -   115,830.    2,364,260.      MT  (+/- 180 meters Scaled)
 QE0025
 QE0025                          SUPERSEDED SURVEY CONTROL
 QE0025
 QE0025  NGVD 29 (??/??/92)  393.836  (m)         1292.11   (f) ADJ UNCH    1 2
 QE0025
 QE0025.Superseded values are not recommended for survey control.
 QE0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0025.See file dsdata.txt to determine how the superseded data were derived.
 QE0025
 QE0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ623494(NAD 83)
 QE0025_MARKER: Q = CHISELED SQUARE
 QE0025_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QE0025_SP_SET: CULVERT
 QE0025_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0025
 QE0025  HISTORY     - Date     Condition        Report By
 QE0025  HISTORY     - UNK      MONUMENTED       USGS
 QE0025  HISTORY     - 1941     GOOD             NGS
 QE0025
 QE0025                          STATION DESCRIPTION
 QE0025
 QE0025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QE0025'1.0 MI SW FROM BERRY.
 QE0025'MARK IS LOCATED ALONG SOUTHERN PACIFIC COMPANY RAILROAD, NORTH SIDE OF
 QE0025'RAILROAD TRACKS, IN NORTHEAST CORNER OF CULVERT NO. 742 B, CHISLED
 QE0025'SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0510 ***********************************************************************
 RD0510  DESIGNATION -  1291
 RD0510  PID         -  RD0510
 RD0510  STATE/COUNTY-  OR/MULTNOMAH
 RD0510  USGS QUAD   -  LINNTON (1990)
 RD0510
 RD0510                         *CURRENT SURVEY CONTROL
 RD0510  ___________________________________________________________________
 RD0510* NAD 83(1986)-  45 35 10.     (N)    122 46 15.     (W)     SCALED    
 RD0510* NAVD 88     -        21.359  (meters)      70.08   (feet)  POSTED    
 RD0510  ___________________________________________________________________
 RD0510  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 RD0510  DYNAMIC HT  -          21.360 (meters)      70.08  (feet)  COMP
 RD0510  MODELED GRAV-     980,621.1   (mgal)                       NAVD 88
 RD0510
 RD0510  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 RD0510
 RD0510.The horizontal coordinates were scaled from a topographic map and have
 RD0510.an estimated accuracy of +/- 6 seconds.
 RD0510
 RD0510.The orthometric height was determined by differential leveling
 RD0510.and adjusted by the  in 1992.
 RD0510.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 RD0510.rate of 4.1 thru 8.0 mm/km.
 RD0510
 RD0510.The geoid height was determined by GEOID03.
 RD0510
 RD0510.The dynamic height is computed by dividing the NAVD 88
 RD0510.geopotential number by the normal gravity value computed on the
 RD0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0510.degrees latitude (g = 980.6199 gals.).
 RD0510
 RD0510.The modeled gravity was interpolated from observed gravity values.
 RD0510
 RD0510;                    North         East    Units  Estimated Accuracy
 RD0510;SPC OR N     -   215,780.    2,322,820.      MT  (+/- 180 meters Scaled)
 RD0510
 RD0510                          SUPERSEDED SURVEY CONTROL
 RD0510
 RD0510  NGVD 29 (??/??/92)   20.318  (m)           66.66   (f) ADJ UNCH    1 2
 RD0510
 RD0510.Superseded values are not recommended for survey control.
 RD0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0510.See file dsdata.txt to determine how the superseded data were derived.
 RD0510
 RD0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER178480(NAD 83)
 RD0510_MARKER: DD = SURVEY DISK
 RD0510_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD0510_SP_SET: TROUGH
 RD0510_STAMPING: 1291
 RD0510_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0510
 RD0510  HISTORY     - Date     Condition        Report By
 RD0510  HISTORY     - UNK      MONUMENTED
 RD0510  HISTORY     - 1941     GOOD             NGS
 RD0510  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RD0510  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 RD0510
 RD0510                          STATION DESCRIPTION
 RD0510
 RD0510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 RD0510'IN PORTLAND.
 RD0510'ALONG NORTH ST. HELENS ROAD, WEST SIDE OF NORTH APPROACH TO ST. JOHNS
 RD0510'BRIDGE, BETWEEN NORTH END OF APPROACH AND JUNCTION WITH NORTHWEST
 RD0510'GERMANTOWN ROAD, SOUTHEAST CORNER OF CONCRETE WATER TROUGH.
 RD0510
 RD0510                          STATION RECOVERY (1988)
 RD0510
 RD0510'RECOVERY NOTE BY US POWER SQUADRON 1988 (GAN)
 RD0510'MARK NOT FOUND.
 RD0510
 RD0510                          STATION RECOVERY (1990)
 RD0510
 RD0510'RECOVERY NOTE BY US POWER SQUADRON 1990 (FV)
 RD0510'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0212 ***********************************************************************
 NZ0212  DESIGNATION -  1292 B
 NZ0212  PID         -  NZ0212
 NZ0212  STATE/COUNTY-  OR/JACKSON
 NZ0212  USGS QUAD   -  MEDFORD WEST (1983)
 NZ0212
 NZ0212                         *CURRENT SURVEY CONTROL
 NZ0212  ___________________________________________________________________
 NZ0212* NAD 83(1986)-  42 21 43.     (N)    122 54 28.     (W)     SCALED    
 NZ0212* NAVD 88     -       395.361  (meters)    1297.11   (feet)  ADJUSTED  
 NZ0212  ___________________________________________________________________
 NZ0212  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 NZ0212  DYNAMIC HT  -         395.208 (meters)    1296.61  (feet)  COMP
 NZ0212  MODELED GRAV-     980,224.2   (mgal)                       NAVD 88
 NZ0212
 NZ0212  VERT ORDER  -  FIRST     CLASS II
 NZ0212
 NZ0212.The horizontal coordinates were scaled from a topographic map and have
 NZ0212.an estimated accuracy of +/- 6 seconds.
 NZ0212
 NZ0212.The orthometric height was determined by differential leveling
 NZ0212.and adjusted in June 1991.
 NZ0212
 NZ0212.The geoid height was determined by GEOID03.
 NZ0212
 NZ0212.The dynamic height is computed by dividing the NAVD 88
 NZ0212.geopotential number by the normal gravity value computed on the
 NZ0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0212.degrees latitude (g = 980.6199 gals.).
 NZ0212
 NZ0212.The modeled gravity was interpolated from observed gravity values.
 NZ0212
 NZ0212;                    North         East    Units  Estimated Accuracy
 NZ0212;SPC OR S     -    80,090.    1,301,680.      MT  (+/- 180 meters Scaled)
 NZ0212
 NZ0212                          SUPERSEDED SURVEY CONTROL
 NZ0212
 NZ0212  NGVD 29 (??/??/92)  394.349  (m)         1293.79   (f) ADJ UNCH    1 2
 NZ0212
 NZ0212.Superseded values are not recommended for survey control.
 NZ0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0212.See file dsdata.txt to determine how the superseded data were derived.
 NZ0212
 NZ0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM075899(NAD 83)
 NZ0212_MARKER: P = PIPE CAP
 NZ0212_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NZ0212_SP_SET: SHALLOW-SET PIPE
 NZ0212_STAMPING: 1292 B 1903 D 30
 NZ0212_MARK LOGO: USGS  
 NZ0212_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0212_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NZ0212+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2006
 NZ0212
 NZ0212  HISTORY     - Date     Condition        Report By
 NZ0212  HISTORY     - 1903     MONUMENTED       USGS
 NZ0212  HISTORY     - 1954     GOOD             NGS
 NZ0212  HISTORY     - 1987     GOOD             NGS
 NZ0212  HISTORY     - 20060825 GOOD             USPSQD
 NZ0212
 NZ0212                          STATION DESCRIPTION
 NZ0212
 NZ0212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NZ0212'0.9 MI SE FROM CENTRAL POINT.
 NZ0212'0.9 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 NZ0212'THE GRANGE CO-OP BUILDING AT CENTRAL POINT, AT THE CROSSING OF BEALL
 NZ0212'LANE (CROSSING C 444.8), 54.6 FEET SOUTHWEST OF THE CENTER LINE OF
 NZ0212'U.S. HIGHWAY 99, (NOW UNDER CONSTRUCTION), 29 1/2 FEET SOUTHEAST OF
 NZ0212'THE CENTER LINE OF THE LANE, 23.2 FEET NORTHEAST OF THE NORTHEAST
 NZ0212'RAIL, 5 FEET NORTH OF A TELEGRAPH POLE, 2.5 FEET EAST OF A WITNESS
 NZ0212'POST, ABOUT 2 1/2 FEET LOWER THAN THE TRACK, AND RIVETED ON TOP OF A 3
 NZ0212'1/2-INCH IRON PIPE ENCASED IN CONCRETE AND PROJECTING 0.8 FOOT ABOVE
 NZ0212'THE GROUND.
 NZ0212
 NZ0212                          STATION RECOVERY (1987)
 NZ0212
 NZ0212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 NZ0212'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  1.4 KM
 NZ0212'(0.85 MI) SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 NZ0212'JUNCTION OF PINE STREET IN CENTRAL POINT, 11.2 M (36.7 FT) SOUTHWEST
 NZ0212'OF THE CENTERLINE OF STATE HIGHWAY 99, 9.0 M (29.5 FT) SOUTHEAST OF
 NZ0212'THE CENTER OF BEALL LANE, AND 7.1 M (23.3 FT) NORTHEAST OF THE NEAR
 NZ0212'RAIL.
 NZ0212'THE MARK IS 0.76 METERS  E FROM  A WOODEN WITNESS POST
 NZ0212'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 NZ0212
 NZ0212                          STATION RECOVERY (2006)
 NZ0212
 NZ0212'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 NZ0212'WITNESS POST NOT PRESENT
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0517 ***********************************************************************
 RD0517  DESIGNATION -  1293
 RD0517  PID         -  RD0517
 RD0517  STATE/COUNTY-  OR/MULTNOMAH
 RD0517  USGS QUAD   -  LINNTON (1990)
 RD0517
 RD0517                         *CURRENT SURVEY CONTROL
 RD0517  ___________________________________________________________________
 RD0517* NAD 83(1986)-  45 35 56.     (N)    122 47 10.     (W)     SCALED    
 RD0517* NAVD 88     -        15.338  (meters)      50.32   (feet)  POSTED    
 RD0517  ___________________________________________________________________
 RD0517  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 RD0517  DYNAMIC HT  -          15.340 (meters)      50.33  (feet)  COMP
 RD0517  MODELED GRAV-     980,621.5   (mgal)                       NAVD 88
 RD0517
 RD0517  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 RD0517
 RD0517.The horizontal coordinates were scaled from a topographic map and have
 RD0517.an estimated accuracy of +/- 6 seconds.
 RD0517
 RD0517.The orthometric height was determined by differential leveling
 RD0517.and adjusted by the  in 1992.
 RD0517.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 RD0517.rate of 2.1 thru 3.0 mm/km.
 RD0517
 RD0517.The geoid height was determined by GEOID03.
 RD0517
 RD0517.The dynamic height is computed by dividing the NAVD 88
 RD0517.geopotential number by the normal gravity value computed on the
 RD0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0517.degrees latitude (g = 980.6199 gals.).
 RD0517
 RD0517.The modeled gravity was interpolated from observed gravity values.
 RD0517
 RD0517;                    North         East    Units  Estimated Accuracy
 RD0517;SPC OR N     -   217,240.    2,321,670.      MT  (+/- 180 meters Scaled)
 RD0517
 RD0517                          SUPERSEDED SURVEY CONTROL
 RD0517
 RD0517  NGVD 29 (??/??/92)   14.304  (m)           46.93   (f) ADJ UNCH    1 2
 RD0517
 RD0517.Superseded values are not recommended for survey control.
 RD0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0517.See file dsdata.txt to determine how the superseded data were derived.
 RD0517
 RD0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER166495(NAD 83)
 RD0517_MARKER: DD = SURVEY DISK
 RD0517_SETTING: 0 = UNSPECIFIED SETTING
 RD0517_STAMPING: NO 1293
 RD0517_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0517
 RD0517  HISTORY     - Date     Condition        Report By
 RD0517  HISTORY     - UNK      MONUMENTED
 RD0517  HISTORY     - 1935     GOOD             NGS
 RD0517  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 RD0517  HISTORY     - 20010331 MARK NOT FOUND   NGS
 RD0517
 RD0517                          STATION DESCRIPTION
 RD0517
 RD0517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 RD0517'IN PORTLAND.
 RD0517'IN THE NORTHWEST PART OF PORTLAND, MULTNOMAH COUNTY, AT LINNTON, AT
 RD0517'THE SOUTH CORNER OF THE INTERSECTION OF NORTHWEST ST. HELENS ROAD
 RD0517'(COLUMBIA RIVER HIGHWAY) AND NORTHWEST ONE HUNDRED AND TENTH AVENUE IN
 RD0517'THE SOUTHWEST CURB OF N.W. ST. HELENS ROAD, 8 INCHES FROM THE END. A
 RD0517'CITY OF PORTLAND STANDARD DISK STAMPED NO 1293.
 RD0517
 RD0517                          STATION RECOVERY (1990)
 RD0517
 RD0517'RECOVERY NOTE BY US POWER SQUADRON 1990 (FV)
 RD0517'MARK NOT FOUND.
 RD0517
 RD0517                          STATION RECOVERY (2001)
 RD0517
 RD0517'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 RD0517'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0791 ***********************************************************************
 QD0791  DESIGNATION -  1295 ORE
 QD0791  PID         -  QD0791
 QD0791  STATE/COUNTY-  OR/JEFFERSON
 QD0791  USGS QUAD   -  GATEWAY (1993)
 QD0791
 QD0791                         *CURRENT SURVEY CONTROL
 QD0791  ___________________________________________________________________
 QD0791* NAD 83(1986)-  44 49 08.     (N)    121 05 14.     (W)     SCALED    
 QD0791* NAVD 88     -       395.927  (meters)    1298.97   (feet)  ADJUSTED  
 QD0791  ___________________________________________________________________
 QD0791  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 QD0791  DYNAMIC HT  -         395.851 (meters)    1298.72  (feet)  COMP
 QD0791  MODELED GRAV-     980,416.3   (mgal)                       NAVD 88
 QD0791
 QD0791  VERT ORDER  -  SECOND    CLASS 0
 QD0791
 QD0791.The horizontal coordinates were scaled from a topographic map and have
 QD0791.an estimated accuracy of +/- 6 seconds.
 QD0791
 QD0791.The orthometric height was determined by differential leveling
 QD0791.and adjusted in June 1991.
 QD0791
 QD0791.The geoid height was determined by GEOID03.
 QD0791
 QD0791.The dynamic height is computed by dividing the NAVD 88
 QD0791.geopotential number by the normal gravity value computed on the
 QD0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0791.degrees latitude (g = 980.6199 gals.).
 QD0791
 QD0791.The modeled gravity was interpolated from observed gravity values.
 QD0791
 QD0791;                    North         East    Units  Estimated Accuracy
 QD0791;SPC OR N     -   128,210.    2,453,560.      MT  (+/- 180 meters Scaled)
 QD0791
 QD0791                          SUPERSEDED SURVEY CONTROL
 QD0791
 QD0791  NGVD 29 (??/??/92)  394.858  (m)         1295.46   (f) ADJ UNCH    2 0
 QD0791
 QD0791.Superseded values are not recommended for survey control.
 QD0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0791.See file dsdata.txt to determine how the superseded data were derived.
 QD0791
 QD0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ512646(NAD 83)
 QD0791_MARKER: DD = SURVEY DISK
 QD0791_SETTING: 80 = SET IN A BOULDER
 QD0791_SP_SET: BOULDER
 QD0791_STAMPING: 1295 ORE
 QD0791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0791+STABILITY: SURFACE MOTION
 QD0791
 QD0791  HISTORY     - Date     Condition        Report By
 QD0791  HISTORY     - UNK      MONUMENTED       USGS
 QD0791  HISTORY     - 1946     GOOD             NGS
 QD0791
 QD0791                          STATION DESCRIPTION
 QD0791
 QD0791'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 QD0791'2.7 MI S FROM SOUTH JUNCTION.
 QD0791'ALONG DESCHUTES RIVER, ABOUT 2.7 MILES SOUTH OF SOUTH JUNCTION, ABOUT
 QD0791'0.15 MILE SOUTH OF MOUTH OF TROUT CREEK, 300 FEET NORTH OF GATE ACROSS
 QD0791'TRACK ROAD ON TOP OF ABANDONED RAILROAD GRADE, 24 FEET EAST OF CENTER
 QD0791'LINE OF RAILROAD GRADE, 16 FEET WEST OF WOVEN WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0424 ***********************************************************************
 RD0424  DESIGNATION -  1297
 RD0424  PID         -  RD0424
 RD0424  STATE/COUNTY-  OR/MULTNOMAH
 RD0424  USGS QUAD   -  PORTLAND (1990)
 RD0424
 RD0424                         *CURRENT SURVEY CONTROL
 RD0424  ___________________________________________________________________
 RD0424* NAD 83(1986)-  45 36 47.     (N)    122 42 10.     (W)     SCALED    
 RD0424* NAVD 88     -        10.007  (meters)      32.83   (feet)  POSTED    
 RD0424  ___________________________________________________________________
 RD0424  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 RD0424  DYNAMIC HT  -          10.010 (meters)      32.84  (feet)  COMP
 RD0424  MODELED GRAV-     980,624.7   (mgal)                       NAVD 88
 RD0424
 RD0424  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 RD0424
 RD0424.The horizontal coordinates were scaled from a topographic map and have
 RD0424.an estimated accuracy of +/- 6 seconds.
 RD0424
 RD0424.The orthometric height was determined by differential leveling
 RD0424.and adjusted by the  in 1992.
 RD0424.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 RD0424.rate of 0.0 thru 1.0 mm/km.
 RD0424
 RD0424.The geoid height was determined by GEOID03.
 RD0424
 RD0424.The dynamic height is computed by dividing the NAVD 88
 RD0424.geopotential number by the normal gravity value computed on the
 RD0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0424.degrees latitude (g = 980.6199 gals.).
 RD0424
 RD0424.The modeled gravity was interpolated from observed gravity values.
 RD0424
 RD0424;                    North         East    Units  Estimated Accuracy
 RD0424;SPC OR N     -   218,630.    2,328,210.      MT  (+/- 180 meters Scaled)
 RD0424
 RD0424                          SUPERSEDED SURVEY CONTROL
 RD0424
 RD0424  NGVD 29 (??/??/92)    8.970  (m)           29.43   (f) ADJ UNCH    1 2
 RD0424
 RD0424.Superseded values are not recommended for survey control.
 RD0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0424.See file dsdata.txt to determine how the superseded data were derived.
 RD0424
 RD0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER231511(NAD 83)
 RD0424_MARKER: DD = SURVEY DISK
 RD0424_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RD0424_SP_SET: BRIDGE ABUTMENT
 RD0424_STAMPING: 1297
 RD0424_MARK LOGO: OR1650
 RD0424_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RD0424_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RD0424+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2002
 RD0424
 RD0424  HISTORY     - Date     Condition        Report By
 RD0424  HISTORY     - 1920     MONUMENTED
 RD0424  HISTORY     - 1961     GOOD             NGS
 RD0424  HISTORY     - 1987     GOOD             USPSQD
 RD0424  HISTORY     - 1987     GOOD             NGS
 RD0424  HISTORY     - 1989     GOOD             USPSQD
 RD0424  HISTORY     - 1990     GOOD             USPSQD
 RD0424  HISTORY     - 1990     GOOD             USPSQD
 RD0424  HISTORY     - 19940420 GOOD             USPSQD
 RD0424  HISTORY     - 20020224 GOOD             USPSQD
 RD0424  HISTORY     - 20050219 MARK NOT FOUND   USPSQD
 RD0424
 RD0424                          STATION DESCRIPTION
 RD0424
 RD0424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RD0424'IN PORTLAND.
 RD0424'LOCATED ON THE SOUTH SIDE OF NORTH PORTLAND ROAD, ABOUT 1/2 MILE WEST
 RD0424'OF SWIFT PACKING PLANT, AT THE SOUTH END OF THE SPOKANE, PORTLAND AND
 RD0424'SEATTLE RAILWAY BRIDGE OVER NORTH PORTLAND HARBOR AND THE COLUMBIA
 RD0424'RIVER.  DISK IS SET VERTICALLY NEAR THE NORTHEAST CORNER OF THE
 RD0424'CONCRETE ABUTMENT OF THE UNDERPASS, AND ABOUT 3-FEET HIGHER THAN THE
 RD0424'PAVEMENT.
 RD0424
 RD0424                          STATION RECOVERY (1987)
 RD0424
 RD0424'RECOVERY NOTE BY US POWER SQUADRON 1987 (KRN)
 RD0424'RECOVERED IN GOOD CONDITION.
 RD0424
 RD0424                          STATION RECOVERY (1987)
 RD0424
 RD0424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD0424'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN NORTH
 RD0424'PORTLAND, IN THE SOUTHWEST END OF THE BURLINGTON NORTHERN RAILROAD
 RD0424'BRIDGE OVER NORTH PORTLAND HARBOR, SET VERTICALLY IN THE NORTHEAST
 RD0424'FACE OF THE SOUTHWEST ABUTMENT OF THE BRIDGE, 3.9 M (12.8 FT)
 RD0424'SOUTHWEST OF THE CENTERLINE OF NORTH PORTLAND ROAD, 0.6 M (2.0 FT)
 RD0424'NORTHWEST OF THE SOUTHEAST EDGE OF THE ABUTMENT.  NOTE--NOT LEVELED
 RD0424'THIS SURVEY.
 RD0424'THE MARK IS 0.9 M ABOVE THE ROAD.
 RD0424
 RD0424                          STATION RECOVERY (1989)
 RD0424
 RD0424'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RD0424'RECOVERED IN GOOD CONDITION.
 RD0424
 RD0424                          STATION RECOVERY (1990)
 RD0424
 RD0424'RECOVERY NOTE BY US POWER SQUADRON 1990 (FV)
 RD0424'RECOVERED IN GOOD CONDITION.
 RD0424
 RD0424                          STATION RECOVERY (1990)
 RD0424
 RD0424'RECOVERY NOTE BY US POWER SQUADRON 1990 (KRN)
 RD0424'RECOVERED IN GOOD CONDITION.
 RD0424
 RD0424                          STATION RECOVERY (1994)
 RD0424
 RD0424'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD0424'RECOVERED IN GOOD CONDITION.
 RD0424
 RD0424                          STATION RECOVERY (2002)
 RD0424
 RD0424'RECOVERY NOTE BY US POWER SQUADRON 2002 (KB)
 RD0424'RECOVERED IN GOOD CONDITION.
 RD0424
 RD0424                          STATION RECOVERY (2005)
 RD0424
 RD0424'RECOVERY NOTE BY US POWER SQUADRON 2005
 RD0424'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0698 ***********************************************************************
 RA0698  DESIGNATION -  13
 RA0698  PID         -  RA0698
 RA0698  STATE/COUNTY-  OR/WALLOWA
 RA0698  USGS QUAD   -  JOSEPH (1990)
 RA0698
 RA0698                         *CURRENT SURVEY CONTROL
 RA0698  ___________________________________________________________________
 RA0698* NAD 83(1986)-  45 20 53.     (N)    117 13 49.     (W)     SCALED    
 RA0698* NAVD 88     -      1285.308  (meters)    4216.88   (feet)  ADJUSTED  
 RA0698  ___________________________________________________________________
 RA0698  GEOID HEIGHT-         -15.84  (meters)                     GEOID03
 RA0698  DYNAMIC HT  -        1284.881 (meters)    4215.48  (feet)  COMP
 RA0698  MODELED GRAV-     980,239.9   (mgal)                       NAVD 88
 RA0698
 RA0698  VERT ORDER  -  SECOND    CLASS 0
 RA0698
 RA0698.The horizontal coordinates were scaled from a topographic map and have
 RA0698.an estimated accuracy of +/- 6 seconds.
 RA0698
 RA0698.The orthometric height was determined by differential leveling
 RA0698.and adjusted in June 1991.
 RA0698
 RA0698.The geoid height was determined by GEOID03.
 RA0698
 RA0698.The dynamic height is computed by dividing the NAVD 88
 RA0698.geopotential number by the normal gravity value computed on the
 RA0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0698.degrees latitude (g = 980.6199 gals.).
 RA0698
 RA0698.The modeled gravity was interpolated from observed gravity values.
 RA0698
 RA0698;                    North         East    Units  Estimated Accuracy
 RA0698;SPC OR N     -   192,020.    2,756,150.      MT  (+/- 180 meters Scaled)
 RA0698
 RA0698                          SUPERSEDED SURVEY CONTROL
 RA0698
 RA0698  NGVD 29 (??/??/92) 1284.052  (m)         4212.76   (f) ADJ UNCH    2 0
 RA0698
 RA0698.Superseded values are not recommended for survey control.
 RA0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0698.See file dsdata.txt to determine how the superseded data were derived.
 RA0698
 RA0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML819216(NAD 83)
 RA0698_MARKER: DD = SURVEY DISK
 RA0698_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RA0698_SP_SET: STEP
 RA0698_STAMPING: 13 1937
 RA0698_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RA0698
 RA0698  HISTORY     - Date     Condition        Report By
 RA0698  HISTORY     - 1937     MONUMENTED       PG+E
 RA0698  HISTORY     - 1946     GOOD             NGS
 RA0698  HISTORY     - 1988     GOOD             USPSQD
 RA0698
 RA0698                          STATION DESCRIPTION
 RA0698
 RA0698'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RA0698'IN JOSEPH.
 RA0698'AT THE EXTREME SOUTH END OF THE CITY OF JOSEPH, ABOUT 0.3 MILE SOUTH
 RA0698'OF THE POST OFFICE BUILDING, SET IN THE WEST END OF THE TOP STEP OF A
 RA0698'LONG FLIGHT OF STEPS LEADING DOWN TO THE JOSEPH SUBSTATION OF THE
 RA0698'PACIFIC POWER AND LIGHT COMPANY, 6 FEET NORTH OF A STEEL FENCE
 RA0698'ENCLOSING THE POWER BUILDING, 7 FEET NORTHWEST OF THE EAST CORNER OF
 RA0698'THE STEEL FENCE.
 RA0698
 RA0698                          STATION RECOVERY (1988)
 RA0698
 RA0698'RECOVERY NOTE BY US POWER SQUADRON 1988 (RCC)
 RA0698'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC0426 ***********************************************************************
 SC0426  DESIGNATION -  13
 SC0426  PID         -  SC0426
 SC0426  STATE/COUNTY-  OR/CLATSOP
 SC0426  USGS QUAD   -  CATHLAMET (1985)
 SC0426
 SC0426                         *CURRENT SURVEY CONTROL
 SC0426  ___________________________________________________________________
 SC0426* NAD 83(1986)-  46 12 39.     (N)    123 27 53.     (W)     SCALED    
 SC0426* NAVD 88     -         5.290  (meters)      17.36   (feet)  POSTED    
 SC0426  ___________________________________________________________________
 SC0426  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 SC0426  DYNAMIC HT  -           5.290 (meters)      17.36  (feet)  COMP
 SC0426  MODELED GRAV-     980,729.2   (mgal)                       NAVD 88
 SC0426
 SC0426  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 SC0426
 SC0426.The horizontal coordinates were scaled from a topographic map and have
 SC0426.an estimated accuracy of +/- 6 seconds.
 SC0426
 SC0426.The orthometric height was determined by differential leveling
 SC0426.and adjusted by the  in 1992.
 SC0426.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 SC0426.rate of 2.1 thru 3.0 mm/km.
 SC0426
 SC0426.The geoid height was determined by GEOID03.
 SC0426
 SC0426.The dynamic height is computed by dividing the NAVD 88
 SC0426.geopotential number by the normal gravity value computed on the
 SC0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0426.degrees latitude (g = 980.6199 gals.).
 SC0426
 SC0426.The modeled gravity was interpolated from observed gravity values.
 SC0426
 SC0426;                    North         East    Units  Estimated Accuracy
 SC0426;SPC OR N     -   286,930.    2,271,250.      MT  (+/- 180 meters Scaled)
 SC0426
 SC0426                          SUPERSEDED SURVEY CONTROL
 SC0426
 SC0426  NGVD 29 (??/??/92)    4.284  (m)           14.06   (f) ADJ UNCH    1 2
 SC0426
 SC0426.Superseded values are not recommended for survey control.
 SC0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0426.See file dsdata.txt to determine how the superseded data were derived.
 SC0426
 SC0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS641175(NAD 83)
 SC0426_MARKER: DD = SURVEY DISK
 SC0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SC0426_STAMPING: 13 1929
 SC0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0426+STABILITY: SURFACE MOTION
 SC0426
 SC0426  HISTORY     - Date     Condition        Report By
 SC0426  HISTORY     - 1929     MONUMENTED       USGS
 SC0426  HISTORY     - 1950     GOOD             NGS
 SC0426  HISTORY     - 1987     MARK NOT FOUND   NGS
 SC0426
 SC0426                          STATION DESCRIPTION
 SC0426
 SC0426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 SC0426'IN CLIFTON.
 SC0426'IN CLIFTON, ON THE SPOKANE, PORTLAND AND SEATTLE RAILWAY, ABOUT 330
 SC0426'FEET WEST OF THE STATION, 30 FEET SOUTH OF THE CENTERLINE OF THE
 SC0426'TRACK, 20 FEET EAST OF A SIDING SWITCH, 6 FEET WEST OF THE REMAINS OF
 SC0426'A DRY MASONRY WALL AND AT A WHITE, WOODEN POST STENCILED USBM.  THE
 SC0426'MARK IS SET IN A CONCRETE POST, FLUSH WITH THE SURFACE OF THE GROUND.
 SC0426
 SC0426                          STATION RECOVERY (1987)
 SC0426
 SC0426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SC0426'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0106 ***********************************************************************
 PC0106  DESIGNATION -  13
 PC0106  PID         -  PC0106
 PC0106  STATE/COUNTY-  OR/DOUGLAS
 PC0106  USGS QUAD   -  HAMAKER BUTTE (1985)
 PC0106
 PC0106                         *CURRENT SURVEY CONTROL
 PC0106  ___________________________________________________________________
 PC0106* NAD 83(1986)-  43 02 51.     (N)    122 21 04.     (W)     SCALED    
 PC0106* NAVD 88     -      1189.204  (meters)    3901.58   (feet)  ADJUSTED  
 PC0106  ___________________________________________________________________
 PC0106  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 PC0106  DYNAMIC HT  -        1188.599 (meters)    3899.60  (feet)  COMP
 PC0106  MODELED GRAV-     980,071.2   (mgal)                       NAVD 88
 PC0106
 PC0106  VERT ORDER  -  SECOND    CLASS 0
 PC0106
 PC0106.The horizontal coordinates were scaled from a topographic map and have
 PC0106.an estimated accuracy of +/- 6 seconds.
 PC0106
 PC0106.The orthometric height was determined by differential leveling
 PC0106.and adjusted in June 1991.
 PC0106
 PC0106.The geoid height was determined by GEOID03.
 PC0106
 PC0106.The dynamic height is computed by dividing the NAVD 88
 PC0106.geopotential number by the normal gravity value computed on the
 PC0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0106.degrees latitude (g = 980.6199 gals.).
 PC0106
 PC0106.The modeled gravity was interpolated from observed gravity values.
 PC0106
 PC0106;                    North         East    Units  Estimated Accuracy
 PC0106;SPC OR S     -   155,050.    1,349,200.      MT  (+/- 180 meters Scaled)
 PC0106
 PC0106                          SUPERSEDED SURVEY CONTROL
 PC0106
 PC0106  NGVD 29 (??/??/92) 1187.955  (m)         3897.48   (f) ADJ UNCH    2 0
 PC0106
 PC0106.Superseded values are not recommended for survey control.
 PC0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0106.See file dsdata.txt to determine how the superseded data were derived.
 PC0106
 PC0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN528662(NAD 83)
 PC0106_MARKER: DD = SURVEY DISK
 PC0106_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PC0106_SP_SET: BRIDGE
 PC0106_STAMPING: 3879 13 1939
 PC0106_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PC0106
 PC0106  HISTORY     - Date     Condition        Report By
 PC0106  HISTORY     - 1939     MONUMENTED       BPR
 PC0106  HISTORY     - 1969     GOOD             NGS
 PC0106
 PC0106                          STATION DESCRIPTION
 PC0106
 PC0106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 PC0106'11.5 MI NE FROM UNION CREEK.
 PC0106'1.3 MILES NORTHEAST ALONG STATE HIGHWAY 62 FROM THE UNION CREEK RANGER
 PC0106'STATION TO THE JUNCTION WITH STATE HIGHWAY 230, THENCE NORTHEAST ALONG
 PC0106'STATE HIGHWAY 230 FOR 10.2 MILES TO THE CONCRETE BRIDGE OVER MUIR
 PC0106'CREEK AND THE BENCH MARK ON THE RIGHT, 13.4 MILES SOUTHWEST OF THE
 PC0106'JUNCTION OF STATE HIGHWAYS 138 AND 230, 0.3 MILE NORTH OF MILE POST
 PC0106'NO. 10, AND 18 FEET SOUTHEAST OF THE CENTER OF THE HIGHWAY CEMENTED IN
 PC0106'A DRILL HOLE IN THE TOP OF THE SOUTH WING WALL OF THE CONCRETE BRIDGE
 PC0106'OVER MUIR CREEK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0171 ***********************************************************************
 QE0171  DESIGNATION -  13
 QE0171  PID         -  QE0171
 QE0171  STATE/COUNTY-  OR/LINN
 QE0171  USGS QUAD   -  CASCADIA (1994)
 QE0171
 QE0171                         *CURRENT SURVEY CONTROL
 QE0171  ___________________________________________________________________
 QE0171* NAD 83(1986)-  44 23 59.     (N)    122 26 18.     (W)     SCALED    
 QE0171* NAVD 88     -       282.675  (meters)     927.41   (feet)  POSTED    
 QE0171  ___________________________________________________________________
 QE0171  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 QE0171  DYNAMIC HT  -         282.610 (meters)     927.20  (feet)  COMP
 QE0171  MODELED GRAV-     980,386.4   (mgal)                       NAVD 88
 QE0171
 QE0171  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 QE0171
 QE0171.The horizontal coordinates were scaled from a topographic map and have
 QE0171.an estimated accuracy of +/- 6 seconds.
 QE0171
 QE0171.The orthometric height was determined by differential leveling
 QE0171.and adjusted by the  in 1992.
 QE0171.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 QE0171.rate of 1.1 thru 2.0 mm/km.
 QE0171
 QE0171.The geoid height was determined by GEOID03.
 QE0171
 QE0171.The dynamic height is computed by dividing the NAVD 88
 QE0171.geopotential number by the normal gravity value computed on the
 QE0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0171.degrees latitude (g = 980.6199 gals.).
 QE0171
 QE0171.The modeled gravity was interpolated from observed gravity values.
 QE0171
 QE0171;                    North         East    Units  Estimated Accuracy
 QE0171;SPC OR N     -    83,310.    2,345,600.      MT  (+/- 180 meters Scaled)
 QE0171
 QE0171                          SUPERSEDED SURVEY CONTROL
 QE0171
 QE0171  NGVD 29 (??/??/92)  281.581  (m)          923.82   (f) ADJ UNCH    1 2
 QE0171
 QE0171.Superseded values are not recommended for survey control.
 QE0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0171.See file dsdata.txt to determine how the superseded data were derived.
 QE0171
 QE0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ447164(NAD 83)
 QE0171_MARKER: DD = SURVEY DISK
 QE0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0171_STAMPING: 926 23C 13 1929
 QE0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0171+STABILITY: SURFACE MOTION
 QE0171
 QE0171  HISTORY     - Date     Condition        Report By
 QE0171  HISTORY     - 1929     MONUMENTED       BPR
 QE0171  HISTORY     - 1943     GOOD             NGS
 QE0171
 QE0171                          STATION DESCRIPTION
 QE0171
 QE0171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QE0171'2.2 MI E FROM CASCADIA.
 QE0171'2.2 MILES EAST ALONG THE SOUTH SANTIAM HIGHWAY (U.S. 20) FROM THE
 QE0171'DOBBIN CREEK BRIDGE AT CASCADIA, LINN COUNTY, AT THE BEGINNING OF A
 QE0171'CURVE, 60 FEET NORTH OF THE HIGHWAY, AND NEAR A WHITE WOODEN WITNESS
 QE0171'POST.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK, STAMPED
 QE0171'926 23C 13 1929 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0163 ***********************************************************************
 PB0163  DESIGNATION -  13
 PB0163  PID         -  PB0163
 PB0163  STATE/COUNTY-  OR/DESCHUTES
 PB0163  USGS QUAD   -  HORSE RIDGE (1981)
 PB0163
 PB0163                         *CURRENT SURVEY CONTROL
 PB0163  ___________________________________________________________________
 PB0163* NAD 83(1986)-  43 57 47.     (N)    121 05 08.     (W)     SCALED    
 PB0163* NAVD 88     -      1165.929  (meters)    3825.22   (feet)  ADJUSTED  
 PB0163  ___________________________________________________________________
 PB0163  GEOID HEIGHT-         -20.65  (meters)                     GEOID03
 PB0163  DYNAMIC HT  -        1165.441 (meters)    3823.62  (feet)  COMP
 PB0163  MODELED GRAV-     980,159.8   (mgal)                       NAVD 88
 PB0163
 PB0163  VERT ORDER  -  FIRST     CLASS II
 PB0163
 PB0163.The horizontal coordinates were scaled from a topographic map and have
 PB0163.an estimated accuracy of +/- 6 seconds.
 PB0163
 PB0163.The orthometric height was determined by differential leveling
 PB0163.and adjusted in June 1991.
 PB0163
 PB0163.The geoid height was determined by GEOID03.
 PB0163
 PB0163.The dynamic height is computed by dividing the NAVD 88
 PB0163.geopotential number by the normal gravity value computed on the
 PB0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0163.degrees latitude (g = 980.6199 gals.).
 PB0163
 PB0163.The modeled gravity was interpolated from observed gravity values.
 PB0163
 PB0163;                    North         East    Units  Estimated Accuracy
 PB0163;SPC OR S     -   255,260.    1,453,010.      MT  (+/- 180 meters Scaled)
 PB0163
 PB0163                          SUPERSEDED SURVEY CONTROL
 PB0163
 PB0163  NGVD 29 (??/??/92) 1164.750  (m)         3821.35   (f) ADJ UNCH    1 2
 PB0163
 PB0163.Superseded values are not recommended for survey control.
 PB0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0163.See file dsdata.txt to determine how the superseded data were derived.
 PB0163
 PB0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP535695(NAD 83)
 PB0163_MARKER: DD = SURVEY DISK
 PB0163_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 PB0163_SP_SET: UNSP. ROCK
 PB0163_STAMPING: 13 1929 3822
 PB0163_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PB0163
 PB0163  HISTORY     - Date     Condition        Report By
 PB0163  HISTORY     - 1929     MONUMENTED       ORDT
 PB0163  HISTORY     - 1943     GOOD             NGS
 PB0163
 PB0163                          STATION DESCRIPTION
 PB0163
 PB0163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PB0163'11.3 MI NW FROM MILLICAN.
 PB0163'THIS MARK IS ABOUT 11.3 MILES NORTHWEST ALONG U.S. HIGHWAY 20 FROM THE
 PB0163'POST OFFICE AT MILLICAN, DESCHUTES COUNTY, SET ON A SMALL RISE, IN THE
 PB0163'TOP OF A ROCK OUTCROP, 6.0 FEET EAST OF A 16-INCH CEDAR TREE, 90.0
 PB0163'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 2.0 FEET NORTH OF A
 PB0163'WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0285 ***********************************************************************
 NZ0285  DESIGNATION -  13
 NZ0285  PID         -  NZ0285
 NZ0285  STATE/COUNTY-  OR/JACKSON
 NZ0285  USGS QUAD   -  TRAIL (1983)
 NZ0285
 NZ0285                         *CURRENT SURVEY CONTROL
 NZ0285  ___________________________________________________________________
 NZ0285* NAD 83(1986)-  42 41 54.     (N)    122 50 28.     (W)     SCALED    
 NZ0285* NAVD 88     -       518.647  (meters)    1701.59   (feet)  ADJUSTED  
 NZ0285  ___________________________________________________________________
 NZ0285  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 NZ0285  DYNAMIC HT  -         518.444 (meters)    1700.93  (feet)  COMP
 NZ0285  MODELED GRAV-     980,213.4   (mgal)                       NAVD 88
 NZ0285
 NZ0285  VERT ORDER  -  SECOND    CLASS 0
 NZ0285
 NZ0285.The horizontal coordinates were scaled from a topographic map and have
 NZ0285.an estimated accuracy of +/- 6 seconds.
 NZ0285
 NZ0285.The orthometric height was determined by differential leveling
 NZ0285.and adjusted in June 1991.
 NZ0285
 NZ0285.The geoid height was determined by GEOID03.
 NZ0285
 NZ0285.The dynamic height is computed by dividing the NAVD 88
 NZ0285.geopotential number by the normal gravity value computed on the
 NZ0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0285.degrees latitude (g = 980.6199 gals.).
 NZ0285
 NZ0285.The modeled gravity was interpolated from observed gravity values.
 NZ0285
 NZ0285;                    North         East    Units  Estimated Accuracy
 NZ0285;SPC OR S     -   117,280.    1,308,210.      MT  (+/- 180 meters Scaled)
 NZ0285
 NZ0285                          SUPERSEDED SURVEY CONTROL
 NZ0285
 NZ0285  NGVD 29 (??/??/92)  517.582  (m)         1698.10   (f) ADJ UNCH    2 0
 NZ0285
 NZ0285.Superseded values are not recommended for survey control.
 NZ0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0285.See file dsdata.txt to determine how the superseded data were derived.
 NZ0285
 NZ0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN130273(NAD 83)
 NZ0285_MARKER: DD = SURVEY DISK
 NZ0285_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NZ0285_SP_SET: SIDEWALK
 NZ0285_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0285
 NZ0285  HISTORY     - Date     Condition        Report By
 NZ0285  HISTORY     - UNK      MONUMENTED       BPR
 NZ0285  HISTORY     - 1949     GOOD             NGS
 NZ0285  HISTORY     - 1960     GOOD             NGS
 NZ0285
 NZ0285                          STATION DESCRIPTION
 NZ0285
 NZ0285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 NZ0285'4.3 MI N FROM TRAIL.
 NZ0285'4.3 MILES NORTH ALONG STATE HIGHWAY 227 FROM THE POST OFFICE AT TRAIL,
 NZ0285'AT A BRIDGE OVER TRAIL CREEK, IN THE NORTH END OF THE WEST CONCRETE
 NZ0285'WALK, 15 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT
 NZ0285'HIGHER THAN THE HIGHWAY.
 NZ0285
 NZ0285                          STATION RECOVERY (1960)
 NZ0285
 NZ0285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 NZ0285'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3585 ***********************************************************************
 RD3585  DESIGNATION -  13
 RD3585  PID         -  RD3585
 RD3585  STATE/COUNTY-  OR/MULTNOMAH
 RD3585  USGS QUAD   -  SAUVIE ISLAND (1990)
 RD3585
 RD3585                         *CURRENT SURVEY CONTROL
 RD3585  ___________________________________________________________________
 RD3585* NAD 83(1991)-  45 38 17.40309(N)    122 46 42.83279(W)     ADJUSTED  
 RD3585* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 RD3585  ___________________________________________________________________
 RD3585  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 RD3585  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 RD3585  HORZ ORDER  -  THIRD
 RD3585
 RD3585.The horizontal coordinates were established by classical geodetic methods
 RD3585.and adjusted by the National Geodetic Survey in October 1991.
 RD3585
 RD3585.The orthometric height was scaled from a topographic map.
 RD3585
 RD3585.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3585
 RD3585.The geoid height was determined by GEOID03.
 RD3585
 RD3585;                    North         East     Units Scale Factor Converg.
 RD3585;SPC OR N     -   221,584.262 2,322,384.211   MT  0.99992813   -1 36 57.3
 RD3585;SPC OR N     -   726,982.49  7,619,370.77   iFT  0.99992813   -1 36 57.3
 RD3585;SPC WA S     -    36,448.904   322,363.730   MT  1.00004994   -1 39 18.5
 RD3585;SPC WA S     -   119,582.78  1,057,621.67   sFT  1.00004994   -1 39 18.5
 RD3585;UTM  10      - 5,053,870.543   517,257.670   MT  0.99960366   +0 09 29.9
 RD3585
 RD3585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3585!SPC OR N     -   1.00000310  x   0.99992813  =   0.99993123
 RD3585!SPC WA S     -   1.00000310  x   1.00004994  =   1.00005304
 RD3585!UTM  10      -   1.00000310  x   0.99960366  =   0.99960676
 RD3585
 RD3585|---------------------------------------------------------------------|
 RD3585| PID    Reference Object                     Distance      Geod. Az  |
 RD3585|                                                           dddmmss.s |
 RD3585| RD3595 11                                  314.430 METERS 04846     |
 RD3585| RD3584 15                                  250.669 METERS 22259     |
 RD3585| RD3601 14                                  447.211 METERS 3055340.4 |
 RD3585| RD3600 12                                  APPROX. 0.5 KM 3593719.1 |
 RD3585|---------------------------------------------------------------------|
 RD3585
 RD3585                          SUPERSEDED SURVEY CONTROL
 RD3585
 RD3585  NAD 83(1986)-  45 38 17.42227(N)    122 46 42.83447(W) AD(       ) 3
 RD3585  NAD 27      -  45 38 18.00000(N)    122 46 38.47100(W) AD(       ) 3
 RD3585
 RD3585.Superseded values are not recommended for survey control.
 RD3585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3585.See file dsdata.txt to determine how the superseded data were derived.
 RD3585
 RD3585_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1725853871(NAD 83)
 RD3585
 RD3585  HISTORY     - Date     Condition        Report By
 RD3585  HISTORY     - 1899     MONUMENTED       USE
 RD3585  HISTORY     - 1960     SEE DESCRIPTION  CGS
 RD3585  HISTORY     - 19940423 MARK NOT FOUND   USPSQD
 RD3585
 RD3585                          STATION DESCRIPTION
 RD3585
 RD3585'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (ANS)
 RD3585'IT WAS PLOTTED ON A PLANIMETRIC MAP FROM THE GEOGRAPHIC
 RD3585'POSITION.  IT SHOULD BE ON THE EAST SIDE OF THE WILLAMETTE RIVER,
 RD3585'APPROXIMATE 6,300 FEET NORTH OF THE NORTH SIDE OF THE OREGON SHIP
 RD3585'YARDS AND JUST WEST OF THE LEVEE.
 RD3585'
 RD3585'IT IS QUITE CERTAIN THAT THIS STATION HAS BEEN DESTROYED BY THE
 RD3585'CONSTRUCTION OF THE LEVEE.
 RD3585
 RD3585                          STATION RECOVERY (1994)
 RD3585
 RD3585'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD3585'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3583 ***********************************************************************
 RD3583  DESIGNATION -  13 2
 RD3583  PID         -  RD3583
 RD3583  STATE/COUNTY-  OR/MULTNOMAH
 RD3583  USGS QUAD   -  SAUVIE ISLAND (1990)
 RD3583
 RD3583                         *CURRENT SURVEY CONTROL
 RD3583  ___________________________________________________________________
 RD3583* NAD 83(1991)-  45 38 16.86166(N)    122 46 41.85753(W)     ADJUSTED  
 RD3583* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 RD3583  ___________________________________________________________________
 RD3583  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 RD3583  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 RD3583  HORZ ORDER  -  THIRD
 RD3583
 RD3583.The horizontal coordinates were established by classical geodetic methods
 RD3583.and adjusted by the National Geodetic Survey in October 1991.
 RD3583
 RD3583.The orthometric height was scaled from a topographic map.
 RD3583
 RD3583.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3583
 RD3583.The geoid height was determined by GEOID03.
 RD3583
 RD3583;                    North         East     Units Scale Factor Converg.
 RD3583;SPC OR N     -   221,566.958 2,322,404.852   MT  0.99992811   -1 36 56.6
 RD3583;SPC OR N     -   726,925.72  7,619,438.49   iFT  0.99992811   -1 36 56.6
 RD3583;SPC WA S     -    36,431.585   322,384.361   MT  1.00004999   -1 39 17.8
 RD3583;SPC WA S     -   119,525.96  1,057,689.36   sFT  1.00004999   -1 39 17.8
 RD3583;UTM  10      - 5,053,853.892   517,278.829   MT  0.99960367   +0 09 30.6
 RD3583
 RD3583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3583!SPC OR N     -   1.00000310  x   0.99992811  =   0.99993121
 RD3583!SPC WA S     -   1.00000310  x   1.00004999  =   1.00005309
 RD3583!UTM  10      -   1.00000310  x   0.99960367  =   0.99960677
 RD3583
 RD3583                          SUPERSEDED SURVEY CONTROL
 RD3583
 RD3583  NAD 83(1986)-  45 38 16.88081(N)    122 46 41.85917(W) AD(       ) 3
 RD3583  NAD 27      -  45 38 17.46000(N)    122 46 37.49700(W) AD(       ) 3
 RD3583
 RD3583.Superseded values are not recommended for survey control.
 RD3583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3583.See file dsdata.txt to determine how the superseded data were derived.
 RD3583
 RD3583_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1727953854(NAD 83)
 RD3583_MARKER: Z = SEE DESCRIPTION
 RD3583_SETTING: 0 = UNSPECIFIED SETTING
 RD3583_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD3583
 RD3583  HISTORY     - Date     Condition        Report By
 RD3583  HISTORY     - 1938     MONUMENTED       USE
 RD3583  HISTORY     - 1960     MARK NOT FOUND   CGS
 RD3583  HISTORY     - 19940423 MARK NOT FOUND   USPSQD
 RD3583
 RD3583                          STATION DESCRIPTION
 RD3583
 RD3583'DESCRIBED BY US ENGINEERS 1938 (WMS)
 RD3583'STATION IS ON THE E BANK OF THE WILLAMETTE RIVER, ABOUT 1
 RD3583'MILE UPSTREAM OF KELLEY POINT, AND ABOUT 190 METERS S OF THE S
 RD3583'EDGE OF AREA CLEAR OF TREES AND BRUSH.  STATION IS ABOUT 5
 RD3583'METERS INSIDE THE BANK LINE, AND MONUMENT IS BURIED ABOUT
 RD3583'6 INCHES.
 RD3583'
 RD3583'STATION IS MARKED BY U.S. ENGINEERS MONUMENT WITH PIPE IN
 RD3583'CENTER.  STATION NOT RE-MARKED.
 RD3583
 RD3583                          STATION RECOVERY (1960)
 RD3583
 RD3583'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ANS)
 RD3583'SEVERAL HOURS TIME WAS SPENT IN SEARCHING FOR THIS STATION.  IT
 RD3583'IS BELIEVED TO HAVE BEEN DESTROYED BY THE CONSTRUCTION OF THE
 RD3583'NEW LEVEE ALONG THE EAST BANK OF THE WILLAMETTE RIVER.
 RD3583
 RD3583                          STATION RECOVERY (1994)
 RD3583
 RD3583'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD3583'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3582 ***********************************************************************
 RD3582  DESIGNATION -  13 3
 RD3582  PID         -  RD3582
 RD3582  STATE/COUNTY-  OR/MULTNOMAH
 RD3582  USGS QUAD   -  SAUVIE ISLAND (1990)
 RD3582
 RD3582                         *CURRENT SURVEY CONTROL
 RD3582  ___________________________________________________________________
 RD3582* NAD 83(1991)-  45 38 12.35314(N)    122 46 46.87485(W)     ADJUSTED  
 RD3582* NAVD 88     -         7.6    (meters)      25.     (feet)  VERTCON   
 RD3582  ___________________________________________________________________
 RD3582  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 RD3582  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 RD3582  HORZ ORDER  -  SECOND
 RD3582
 RD3582.The horizontal coordinates were established by classical geodetic methods
 RD3582.and adjusted by the National Geodetic Survey in October 1991.
 RD3582
 RD3582.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD3582.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD3582
 RD3582.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3582
 RD3582.The geoid height was determined by GEOID03.
 RD3582
 RD3582;                    North         East     Units Scale Factor Converg.
 RD3582;SPC OR N     -   221,430.895 2,322,292.313   MT  0.99992793   -1 37 00.2
 RD3582;SPC OR N     -   726,479.31  7,619,069.27   iFT  0.99992793   -1 37 00.2
 RD3582;UTM  10      - 5,053,714.455   517,170.593   MT  0.99960362   +0 09 27.0
 RD3582
 RD3582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3582!SPC OR N     -   1.00000238  x   0.99992793  =   0.99993031
 RD3582!UTM  10      -   1.00000238  x   0.99960362  =   0.99960600
 RD3582
 RD3582:                Primary Azimuth Mark                     Grid Az
 RD3582:SPC OR N     -  WILLAMETTE RIVER LIGHT 6                 017 45 48.4
 RD3582:UTM  10      -  WILLAMETTE RIVER LIGHT 6                 015 59 21.2
 RD3582
 RD3582|---------------------------------------------------------------------|
 RD3582| PID    Reference Object                     Distance      Geod. Az  |
 RD3582|                                                           dddmmss.s |
 RD3582| RD3485 WILLAMETTE RIVER LIGHT 6            APPROX. 0.8 KM 0160848.2 |
 RD3582| RD3556 WILLAMETTE RIVER LIGHT 10           APPROX. 0.6 KM 2873038.5 |
 RD3582| RD3530 HLM 68                              APPROX. 0.6 KM 3393700.1 |
 RD3582|---------------------------------------------------------------------|
 RD3582
 RD3582                          SUPERSEDED SURVEY CONTROL
 RD3582
 RD3582  NAD 83(1986)-  45 38 12.37236(N)    122 46 46.87644(W) AD(       ) 2
 RD3582  NAD 27      -  45 38 12.95164(N)    122 46 42.51494(W) AD(       ) 2
 RD3582  NGVD 29 (07/19/86)    6.6    (m)           22.     (f) VERT ANG    3  
 RD3582
 RD3582.Superseded values are not recommended for survey control.
 RD3582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3582.See file dsdata.txt to determine how the superseded data were derived.
 RD3582
 RD3582_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1717153714(NAD 83)
 RD3582_MARKER: Z = SEE DESCRIPTION
 RD3582_SETTING: 0 = UNSPECIFIED SETTING
 RD3582_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD3582
 RD3582  HISTORY     - Date     Condition        Report By
 RD3582  HISTORY     - 1963     MONUMENTED       USE
 RD3582  HISTORY     - 1975     SEE DESCRIPTION  NGS
 RD3582
 RD3582                          STATION DESCRIPTION
 RD3582
 RD3582'DESCRIBED BY US ENGINEERS 1963 (FN)
 RD3582'THE STATION IS LOCATED ON THE EAST BANK OF THE WILLAMETTE RIVER
 RD3582'NORTH OF PORTLAND AND ABOUT 1.2 MILES NORTH OF THE ASH GROVE LIME
 RD3582'PLANT IN THE RIVERGATE INDUSTRIAL DISTRICT.
 RD3582'
 RD3582'TO REACH THE STATION FROM THE MAIN ENTRANCE TO PORTLAND PUBLIC
 RD3582'DOCKS TERMINAL 4 ON N. BURGARD AVENUE, GO NORTH ON N. BURGARD
 RD3582'AVENUE, KEEPING TO THE RIGHT FOR 0.4 MILE TO A T-ROAD LEFT
 RD3582'WHICH IS MARKED BY A SIGN READING RIVERGATE INDUSTRIAL
 RD3582'DISTRICT.  TURN LEFT (NORTHWEST) AND STAY ON THE MAIN ROAD FOR
 RD3582'0.7 MILE TO A Y-FORK.  TAKE THE RIGHT (NORTHERLY) FORK AND
 RD3582'CONTINUE FOR 0.6 MILE TO THE END OF THE PAVED ROAD AND THE ASH
 RD3582'GROVE LIME PLANT ON THE LEFT.  CONTINUE NORTH AND WEST ON A
 RD3582'DIRT ROAD FOR 0.55 MILE TO A T-INTERSECTION NEAR THE RIVER
 RD3582'BANK.  TURN RIGHT (NORTH) AND GO FOR 0.6 MILE ON THE DIRT
 RD3582'ROAD ON TOP OF THE DIKE TO THE STATION ON THE LEFT.
 RD3582'
 RD3582'THE STATION MARK IS A U.S.A.E. BRONZE DISK ROUGHLY LETTERED
 RD3582'13 3 1948, SET IN A 6-INCH SQUARE CONCRETE MONUMENT PROJECTING
 RD3582'2 INCHES.  IT IS 70 FEET WEST OF THE WEST EDGE OF THE DIKE, 62
 RD3582'FEET EAST OF THE CUT BANK AT THE RIVERS EDGE, 8.4 FEET WEST OF A
 RD3582'TRIANGULAR BLAZE ON A TWIN-TRUNKED ASH TREE, 1.9 FEET WEST OF A
 RD3582'4 X 4 WHITE WITNESS POST, AND 2.2 FEET NORTH OF A 4 X 4 WHITE
 RD3582'WITNESS POST.
 RD3582
 RD3582                          STATION RECOVERY (1975)
 RD3582
 RD3582'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 RD3582'THE STATION WAS RECOVERED IN GOOD CONDITION.  LANDMARKS HAVE
 RD3582'CHANGED, AND THE ORIGINAL TO REACH IS OBSOLETE.  A NEW AND
 RD3582'COMPLETE DESCRIPTION FOLLOWS.
 RD3582'
 RD3582'THE STATION IS 3/4 MILE SOUTHWEST OF KELLEY POINT, ON THE EAST
 RD3582'BANK OF THE WILLAMETTE RIVER.
 RD3582'
 RD3582'TO REACH THE STATION FROM THE ST JOHNS POST OFFICE GO EAST ON
 RD3582'BALTIMORE AVENUE FOR 1 BLOCK TO NORTH LOMBARD STREET, TURN LEFT,
 RD3582'AND GO NORTH, AND EAST ON NORTH LOMBARD STREET, AND THE MACADAM
 RD3582'ROAD FOR 1.8 MILES TO WHERE THE MACADAM ROAD CURVES TO THE
 RD3582'SOUTHEAST, AND A SIDE ROAD LEFT AT THE SIGN, RIVERGATE INDUSTRIAL
 RD3582'DISTRICT, TURN LEFT, AND GO NORTHWEST ON THE MACADAM ROAD FOR
 RD3582'1.4 MILES TO A CROSSROAD, TURN RIGHT, EAST, FOR 0.35 MILE TO A
 RD3582'CROSSROAD, TURN LEFT, AND GO NORTH ON THE MACADAM ROAD FOR
 RD3582'1.05 MILE TO A DRIVEWAY INTO AN ELEVATOR COMPLEX ON THE LEFT,
 RD3582'TURN LEFT, AND GO WEST ON THE DRIVEWAY, THRU THE COMPLEX FOR 0.5
 RD3582'MILE TO A SAND ROAD ALONG THE TOP OF THE DIKE, TURN LEFT, AND
 RD3582'GO SOUTH ON THE SAND ROAD FOR 0.35 MILE TO THE STATION ON THE
 RD3582'RIGHT.
 RD3582'
 RD3582'THE STATION MARK, STAMPED 13 3 1948, IS A U.S. ENGINEERS CONTROL
 RD3582'STATION DISK SET IN A 5-INCH SQUARE CONCRETE MONUMENT THAT
 RD3582'PROJECTS 2-INCHES, 0.35 MILE NORTH OF A READY MIX COMPLEX, 80
 RD3582'FEET WEST OF THE SAND ROAD ALONG THE TOP OF THE DIKE, 40 FEET EAST
 RD3582'OF THE TOP OF THE RIVER BANK, 10 FEET NORTHWEST OF A TRIANGLE
 RD3582'BLAZE ON AN ASH TREE, AND 4 FEET WEST OF A METAL WITNESS POST.
 RD3582'
 RD3582'NOTE--INDUSTRY IS RAPIDLY BUILDING IN THIS AREA, AND IT IS ONLY
 RD3582'REASONABLE TO BELIEVE THAT A MORE DIRECT ROUTE TO THE STATION WILL
 RD3582'BE AVAILABLE IN A YEAR.
 RD3582'
 RD3582'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RD3582'3-3/4 MILES NORTH OF ST JOHNS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0617 ***********************************************************************
 NW0617  DESIGNATION -  13 BKC
 NW0617  PID         -  NW0617
 NW0617  STATE/COUNTY-  OR/MALHEUR
 NW0617  USGS QUAD   -  SKULL CREEK (1980)
 NW0617
 NW0617                         *CURRENT SURVEY CONTROL
 NW0617  ___________________________________________________________________
 NW0617* NAD 83(1986)-  42 37 35.     (N)    117 16 48.     (W)     SCALED    
 NW0617* NAVD 88     -      1456.489  (meters)    4778.50   (feet)  ADJUSTED  
 NW0617  ___________________________________________________________________
 NW0617  GEOID HEIGHT-         -17.52  (meters)                     GEOID03
 NW0617  DYNAMIC HT  -        1455.615 (meters)    4775.63  (feet)  COMP
 NW0617  MODELED GRAV-     979,969.5   (mgal)                       NAVD 88
 NW0617
 NW0617  VERT ORDER  -  SECOND    CLASS 0
 NW0617
 NW0617.The horizontal coordinates were scaled from a topographic map and have
 NW0617.an estimated accuracy of +/- 6 seconds.
 NW0617
 NW0617.The orthometric height was determined by differential leveling
 NW0617.and adjusted in August 1995.
 NW0617
 NW0617.The geoid height was determined by GEOID03.
 NW0617
 NW0617.The dynamic height is computed by dividing the NAVD 88
 NW0617.geopotential number by the normal gravity value computed on the
 NW0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0617.degrees latitude (g = 980.6199 gals.).
 NW0617
 NW0617.The modeled gravity was interpolated from observed gravity values.
 NW0617
 NW0617;                    North         East    Units  Estimated Accuracy
 NW0617;SPC OR S     -   111,690.    1,764,070.      MT  (+/- 180 meters Scaled)
 NW0617
 NW0617                          SUPERSEDED SURVEY CONTROL
 NW0617
 NW0617.No superseded survey control is available for this station.
 NW0617
 NW0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH770193(NAD 83)
 NW0617_MARKER: DB = BENCH MARK DISK
 NW0617_SETTING: 80 = SET IN A BOULDER
 NW0617_SP_SET: BOULDER
 NW0617_STAMPING: 13 BKC 1973 4775
 NW0617_MARK LOGO: USGS  
 NW0617_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NW0617+STABILITY: SURFACE MOTION
 NW0617_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0617+SATELLITE: SATELLITE OBSERVATIONS - 1973
 NW0617
 NW0617  HISTORY     - Date     Condition        Report By
 NW0617  HISTORY     - 1973     MONUMENTED       USGS
 NW0617
 NW0617                          STATION DESCRIPTION
 NW0617
 NW0617'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 NW0617'FROM ROME, OREGON PROCEED 27.2 MILES SOUTH AND SOUTHEAST ALONG A
 NW0617'TRACK ROAD, AT A DIM Y-ROAD JUNCTION, 100 FEET NORTHEAST OF THE
 NW0617'CENTER OF THE JUNCTION, 6 FEET SOUTHEAST OF A CAIRN, CEMENTED IN A
 NW0617'LAVA BOULDER THAT PROJECTS ABOUT 1.0 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2680 ***********************************************************************
 QE2680  DESIGNATION -  13 KJO
 QE2680  PID         -  QE2680
 QE2680  STATE/COUNTY-  OR/LINCOLN
 QE2680  USGS QUAD   -  HARLAN (1984)
 QE2680
 QE2680                         *CURRENT SURVEY CONTROL
 QE2680  ___________________________________________________________________
 QE2680* NAD 83(1986)-  44 35 34.     (N)    123 37 50.     (W)     SCALED    
 QE2680* NAVD 88     -       233.222  (meters)     765.16   (feet)  ADJUSTED  
 QE2680  ___________________________________________________________________
 QE2680  GEOID HEIGHT-         -22.05  (meters)                     GEOID03
 QE2680  DYNAMIC HT  -         233.213 (meters)     765.13  (feet)  COMP
 QE2680  MODELED GRAV-     980,571.0   (mgal)                       NAVD 88
 QE2680
 QE2680  VERT ORDER  -  SECOND    CLASS I
 QE2680
 QE2680.The horizontal coordinates were scaled from a topographic map and have
 QE2680.an estimated accuracy of +/- 6 seconds.
 QE2680
 QE2680.The orthometric height was determined by differential leveling
 QE2680.and adjusted in August 1995.
 QE2680
 QE2680.The geoid height was determined by GEOID03.
 QE2680
 QE2680.The dynamic height is computed by dividing the NAVD 88
 QE2680.geopotential number by the normal gravity value computed on the
 QE2680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE2680.degrees latitude (g = 980.6199 gals.).
 QE2680
 QE2680.The modeled gravity was interpolated from observed gravity values.
 QE2680
 QE2680;                    North         East    Units  Estimated Accuracy
 QE2680;SPC OR N     -   107,730.    2,251,500.      MT  (+/- 180 meters Scaled)
 QE2680
 QE2680                          SUPERSEDED SURVEY CONTROL
 QE2680
 QE2680.No superseded survey control is available for this station.
 QE2680
 QE2680_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ499379(NAD 83)
 QE2680_MARKER: DB = BENCH MARK DISK
 QE2680_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QE2680_SP_SET: COPPER-CLAD STEEL ROD
 QE2680_STAMPING: 13 KJO 1979 762
 QE2680_MARK LOGO: USGS  
 QE2680_PROJECTION: PROJECTING 8 CENTIMETERS
 QE2680_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE2680_ROD/PIPE-DEPTH: 7.62 meters
 QE2680
 QE2680  HISTORY     - Date     Condition        Report By
 QE2680  HISTORY     - 1979     MONUMENTED       USGS
 QE2680
 QE2680                          STATION DESCRIPTION
 QE2680
 QE2680'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 QE2680'1.4 KM (0.85 MI) SW FROM BURNT WOODS.
 QE2680'BURNT WOODS, 0.85 MI SW OF.  85 FT E OF POWERPOLE EB 17, 76 FT SE OF
 QE2680'RD JCT, 65 FT SE OF CENTERLINE OF RD, 6 FT N OF 78-INCH DIAMETER FIR
 QE2680'TREE.
 QE2680'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0784 ***********************************************************************
 PA0784  DESIGNATION -  13 LRC
 PA0784  PID         -  PA0784
 PA0784  STATE/COUNTY-  OR/HARNEY
 PA0784  USGS QUAD   -  LITTLE JUNIPER MTN (1984)
 PA0784
 PA0784                         *CURRENT SURVEY CONTROL
 PA0784  ___________________________________________________________________
 PA0784* NAD 83(1986)-  43 09 03.     (N)    119 45 29.     (W)     SCALED    
 PA0784* NAVD 88     -      1499.702  (meters)    4920.27   (feet)  ADJUSTED  
 PA0784  ___________________________________________________________________
 PA0784  GEOID HEIGHT-         -19.76  (meters)                     GEOID03
 PA0784  DYNAMIC HT  -        1498.864 (meters)    4917.52  (feet)  COMP
 PA0784  MODELED GRAV-     980,008.5   (mgal)                       NAVD 88
 PA0784
 PA0784  VERT ORDER  -  SECOND    CLASS 0
 PA0784
 PA0784.The horizontal coordinates were scaled from a topographic map and have
 PA0784.an estimated accuracy of +/- 6 seconds.
 PA0784
 PA0784.The orthometric height was determined by differential leveling
 PA0784.and adjusted in August 1995.
 PA0784
 PA0784.The geoid height was determined by GEOID03.
 PA0784
 PA0784.The dynamic height is computed by dividing the NAVD 88
 PA0784.geopotential number by the normal gravity value computed on the
 PA0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0784.degrees latitude (g = 980.6199 gals.).
 PA0784
 PA0784.The modeled gravity was interpolated from observed gravity values.
 PA0784
 PA0784;                    North         East    Units  Estimated Accuracy
 PA0784;SPC OR S     -   165,130.    1,560,340.      MT  (+/- 180 meters Scaled)
 PA0784
 PA0784                          SUPERSEDED SURVEY CONTROL
 PA0784
 PA0784.No superseded survey control is available for this station.
 PA0784
 PA0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKH757812(NAD 83)
 PA0784_MARKER: DB = BENCH MARK DISK
 PA0784_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PA0784+WITH SETTING: INFORMATION.
 PA0784_SP_SET: METAL ROD DRIVEN INTO GROUND
 PA0784_STAMPING: 13 LRC 1970 4917
 PA0784_MARK LOGO: USGS  
 PA0784_MAGNETIC: I = MARKER IS A STEEL ROD
 PA0784_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PA0784
 PA0784  HISTORY     - Date     Condition        Report By
 PA0784  HISTORY     - 1970     MONUMENTED       USGS
 PA0784
 PA0784                          STATION DESCRIPTION
 PA0784
 PA0784'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 PA0784'FROM WAGONTIRE, OREGON, PROCEED 4.5 MILES SOUTHWEST ALONG U S HIGHWAY
 PA0784'395 TO DRY VALLEY ROAD, THENCE 9.0 MILES SOUTH ALONG DRY VALLEY ROAD
 PA0784'TO A STEEL CATTLEGUARD ON THE SIDE OF THE ROAD, AT A CURVE IN THE
 PA0784'MAIN ROAD, ABOUT 3.6 MILES NORTH OF DRY VALLEY RANCH HOUSE, 45 FEET
 PA0784'WEST OF THE CENTERLINE OF THE CATTLEGUARD, 44 FEET NORTH-NORTHEAST OF
 PA0784'AND 2.5 FEET HIGHER THAN THE CENTERLINE OF THE GRADED ROAD, 1.5 FEET
 PA0784'SOUTH OF A SIGN ON A FENCE.  THE ROD DEPTH IS UNKNOWN AND FLUSH WITH
 PA0784'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0136 ***********************************************************************
 QE0136  DESIGNATION -  13 M
 QE0136  PID         -  QE0136
 QE0136  STATE/COUNTY-  OR/LANE
 QE0136  USGS QUAD   -  MC KENZIE BRIDGE (1989)
 QE0136
 QE0136                         *CURRENT SURVEY CONTROL
 QE0136  ___________________________________________________________________
 QE0136* NAD 83(1986)-  44 09 59.     (N)    122 14 11.     (W)     SCALED    
 QE0136* NAVD 88     -       369.770  (meters)    1213.15   (feet)  POSTED    
 QE0136  ___________________________________________________________________
 QE0136  GEOID HEIGHT-         -22.34  (meters)                     GEOID03
 QE0136  DYNAMIC HT  -         369.680 (meters)    1212.86  (feet)  COMP
 QE0136  MODELED GRAV-     980,354.1   (mgal)                       NAVD 88
 QE0136
 QE0136  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 QE0136
 QE0136.The horizontal coordinates were scaled from a topographic map and have
 QE0136.an estimated accuracy of +/- 6 seconds.
 QE0136
 QE0136.The orthometric height was determined by differential leveling
 QE0136.and adjusted by the  in 1992.
 QE0136.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 QE0136.rate of 1.1 thru 2.0 mm/km.
 QE0136
 QE0136.The geoid height was determined by GEOID03.
 QE0136
 QE0136.The dynamic height is computed by dividing the NAVD 88
 QE0136.geopotential number by the normal gravity value computed on the
 QE0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0136.degrees latitude (g = 980.6199 gals.).
 QE0136
 QE0136.The modeled gravity was interpolated from observed gravity values.
 QE0136
 QE0136;                    North         East    Units  Estimated Accuracy
 QE0136;SPC OR S     -   279,130.    1,361,120.      MT  (+/- 180 meters Scaled)
 QE0136
 QE0136                          SUPERSEDED SURVEY CONTROL
 QE0136
 QE0136  NGVD 29 (??/??/92)  368.628  (m)         1209.41   (f) ADJ UNCH    1 2
 QE0136
 QE0136.Superseded values are not recommended for survey control.
 QE0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0136.See file dsdata.txt to determine how the superseded data were derived.
 QE0136
 QE0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP610906(NAD 83)
 QE0136_MARKER: DD = SURVEY DISK
 QE0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0136_SP_SET: CONCRETE POST
 QE0136_STAMPING: 13 M 1927 1209
 QE0136_MARK LOGO: USGS  
 QE0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0136+STABILITY: SURFACE MOTION
 QE0136
 QE0136  HISTORY     - Date     Condition        Report By
 QE0136  HISTORY     - 1927     MONUMENTED       USGS
 QE0136  HISTORY     - 1943     GOOD             NGS
 QE0136  HISTORY     - 1960     GOOD             NGS
 QE0136  HISTORY     - 19851101 MARK NOT FOUND   USGS
 QE0136  HISTORY     - 1987     POOR             NGS
 QE0136
 QE0136                          STATION DESCRIPTION
 QE0136
 QE0136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QE0136'IN RAINBOW.
 QE0136'AT RAINBOW, LANE COUNTY, 10.5 FEET NORTHWEST OF THE NORTHWEST CORNER
 QE0136'OF STORE AND SERVICE STATION, 16.0 FEET NORTH OF NORTH SIDE OF YELLOW
 QE0136'HOUSE, 32.0 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, PROJECTING
 QE0136'ABOUT 5-INCHES ABOVE THE GROUND, 2-INCHES NORTH OF A WHITE REFERENCE
 QE0136'POST.
 QE0136
 QE0136                          STATION RECOVERY (1960)
 QE0136
 QE0136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 QE0136'RECOVERED IN GOOD CONDITION.
 QE0136
 QE0136                          STATION RECOVERY (1985)
 QE0136
 QE0136'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (PSM)
 QE0136'MARK NOT FOUND.
 QE0136
 QE0136                          STATION RECOVERY (1987)
 QE0136
 QE0136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE0136'RECOVERED IN POOR CONDITION, THE MARK IS LEANING BADLY, NOT LEVELED TO
 QE0136'THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0153 ***********************************************************************
 PC0153  DESIGNATION -  13 M
 PC0153  PID         -  PC0153
 PC0153  STATE/COUNTY-  OR/DOUGLAS
 PC0153  USGS QUAD   -  STEAMBOAT (1997)
 PC0153
 PC0153                         *CURRENT SURVEY CONTROL
 PC0153  ___________________________________________________________________
 PC0153* NAD 83(1986)-  43 19 56.     (N)    122 42 24.     (W)     SCALED    
 PC0153* NAVD 88     -       363.527  (meters)    1192.67   (feet)  ADJUSTED  
 PC0153  ___________________________________________________________________
 PC0153  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 PC0153  DYNAMIC HT  -         363.402 (meters)    1192.26  (feet)  COMP
 PC0153  MODELED GRAV-     980,267.1   (mgal)                       NAVD 88
 PC0153
 PC0153  VERT ORDER  -  FIRST     CLASS II
 PC0153
 PC0153.The horizontal coordinates were scaled from a topographic map and have
 PC0153.an estimated accuracy of +/- 6 seconds.
 PC0153
 PC0153.The orthometric height was determined by differential leveling
 PC0153.and adjusted in June 1991.
 PC0153
 PC0153.The geoid height was determined by GEOID03.
 PC0153
 PC0153.The dynamic height is computed by dividing the NAVD 88
 PC0153.geopotential number by the normal gravity value computed on the
 PC0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0153.degrees latitude (g = 980.6199 gals.).
 PC0153
 PC0153.The modeled gravity was interpolated from observed gravity values.
 PC0153
 PC0153;                    North         East    Units  Estimated Accuracy
 PC0153;SPC OR S     -   187,370.    1,321,080.      MT  (+/- 180 meters Scaled)
 PC0153
 PC0153                          SUPERSEDED SURVEY CONTROL
 PC0153
 PC0153  NGVD 29 (??/??/92)  362.394  (m)         1188.95   (f) ADJ UNCH    1 2
 PC0153
 PC0153.Superseded values are not recommended for survey control.
 PC0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0153.See file dsdata.txt to determine how the superseded data were derived.
 PC0153
 PC0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN237977(NAD 83)
 PC0153_MARKER: DD = SURVEY DISK
 PC0153_SETTING: 80 = SET IN A BOULDER
 PC0153_SP_SET: BOULDER
 PC0153_STAMPING: 13 M 1935
 PC0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0153+STABILITY: SURFACE MOTION
 PC0153
 PC0153  HISTORY     - Date     Condition        Report By
 PC0153  HISTORY     - 1935     MONUMENTED       USGS
 PC0153  HISTORY     - 1941     GOOD             NGS
 PC0153
 PC0153                          STATION DESCRIPTION
 PC0153
 PC0153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 PC0153'2.2 MI SE FROM STEAMBOAT BRIDGE.
 PC0153'ALONG THE NORTH UMPQUA ROAD, 25 FEET SOUTHWEST OF CENTER OF ROAD, IN
 PC0153'TOP OF LARGE BOULDER.  BOULDER PAINTED USPBM 1188.4.  WITNESS POST SET
 PC0153'BY MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0855 ***********************************************************************
 PB0855  DESIGNATION -  13 PSM
 PB0855  PID         -  PB0855
 PB0855  STATE/COUNTY-  OR/LAKE
 PB0855  USGS QUAD   -  WALKER BUTTE (1983)
 PB0855
 PB0855                         *CURRENT SURVEY CONTROL
 PB0855  ___________________________________________________________________
 PB0855* NAD 83(1986)-  43 33 59.     (N)    120 40 52.     (W)     SCALED    
 PB0855* NAVD 88     -      1435.151  (meters)    4708.49   (feet)  ADJUSTED  
 PB0855  ___________________________________________________________________
 PB0855  GEOID HEIGHT-         -20.19  (meters)                     GEOID03
 PB0855  DYNAMIC HT  -        1434.413 (meters)    4706.07  (feet)  COMP
 PB0855  MODELED GRAV-     980,054.3   (mgal)                       NAVD 88
 PB0855
 PB0855  VERT ORDER  -  THIRD
 PB0855
 PB0855.The horizontal coordinates were scaled from a topographic map and have
 PB0855.an estimated accuracy of +/- 6 seconds.
 PB0855
 PB0855.The orthometric height was determined by differential leveling
 PB0855.and adjusted in August 1995.
 PB0855
 PB0855.The geoid height was determined by GEOID03.
 PB0855
 PB0855.The dynamic height is computed by dividing the NAVD 88
 PB0855.geopotential number by the normal gravity value computed on the
 PB0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0855.degrees latitude (g = 980.6199 gals.).
 PB0855
 PB0855.The modeled gravity was interpolated from observed gravity values.
 PB0855
 PB0855;                    North         East    Units  Estimated Accuracy
 PB0855;SPC OR S     -   211,040.    1,485,370.      MT  (+/- 180 meters Scaled)
 PB0855
 PB0855                          SUPERSEDED SURVEY CONTROL
 PB0855
 PB0855.No superseded survey control is available for this station.
 PB0855
 PB0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP872263(NAD 83)
 PB0855_MARKER: DB = BENCH MARK DISK
 PB0855_SETTING: 66 = SET IN ROCK OUTCROP
 PB0855_SP_SET: BEDROCK
 PB0855_STAMPING: 13 PSM 1978 4705
 PB0855_MARK LOGO: USGS  
 PB0855_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PB0855+STABILITY: POSITION/ELEVATION WELL
 PB0855
 PB0855  HISTORY     - Date     Condition        Report By
 PB0855  HISTORY     - 1978     MONUMENTED       USGS
 PB0855
 PB0855                          STATION DESCRIPTION
 PB0855
 PB0855'DESCRIBED BY US GEOLOGICAL SURVEY 1978
 PB0855'49.6 KM (30.80 MI) NORTH FROM CHRISTMAS VALLEY.
 PB0855'CHRISTMAS VALLEY PO, 2.0 MI E OF, THENCE 28.8 MI N ALONG MILLICAN RD.
 PB0855'IN SEC 21 T23S R17E, 300 FT S OF DRAIN CROSSING, 120 FT N OF OLD RD,
 PB0855'76 FT W OF MAIN RD, 2 FT E OF CAIRN.
 PB0855'THE MARK IS 4 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0691 ***********************************************************************
 NW0691  DESIGNATION -  13 RTV
 NW0691  PID         -  NW0691
 NW0691  STATE/COUNTY-  OR/MALHEUR
 NW0691  USGS QUAD   -  JACKSON SUMMIT (1982)
 NW0691
 NW0691                         *CURRENT SURVEY CONTROL
 NW0691  ___________________________________________________________________
 NW0691* NAD 83(1986)-  42 13 34.     (N)    117 39 02.     (W)     SCALED    
 NW0691* NAVD 88     -      1945.683  (meters)    6383.46   (feet)  ADJUSTED  
 NW0691  ___________________________________________________________________
 NW0691  GEOID HEIGHT-         -18.07  (meters)                     GEOID03
 NW0691  DYNAMIC HT  -        1944.299 (meters)    6378.92  (feet)  COMP
 NW0691  MODELED GRAV-     979,839.7   (mgal)                       NAVD 88
 NW0691
 NW0691  VERT ORDER  -  SECOND    CLASS 0
 NW0691
 NW0691.The horizontal coordinates were scaled from a topographic map and have
 NW0691.an estimated accuracy of +/- 6 seconds.
 NW0691
 NW0691.The orthometric height was determined by differential leveling
 NW0691.and adjusted in August 1995.
 NW0691
 NW0691.The geoid height was determined by GEOID03.
 NW0691
 NW0691.The dynamic height is computed by dividing the NAVD 88
 NW0691.geopotential number by the normal gravity value computed on the
 NW0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0691.degrees latitude (g = 980.6199 gals.).
 NW0691
 NW0691.The modeled gravity was interpolated from observed gravity values.
 NW0691
 NW0691;                    North         East    Units  Estimated Accuracy
 NW0691;SPC OR S     -    66,150.    1,735,200.      MT  (+/- 180 meters Scaled)
 NW0691
 NW0691                          SUPERSEDED SURVEY CONTROL
 NW0691
 NW0691.No superseded survey control is available for this station.
 NW0691
 NW0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG463750(NAD 83)
 NW0691_MARKER: DB = BENCH MARK DISK
 NW0691_SETTING: 66 = SET IN ROCK OUTCROP
 NW0691_SP_SET: BEDROCK
 NW0691_STAMPING: 13 RTV 1979
 NW0691_MARK LOGO: USGS  
 NW0691_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0691_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0691+STABILITY: POSITION/ELEVATION WELL
 NW0691
 NW0691  HISTORY     - Date     Condition        Report By
 NW0691  HISTORY     - 1979     MONUMENTED       USGS
 NW0691
 NW0691                          STATION DESCRIPTION
 NW0691
 NW0691'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 NW0691'FROM THE MCDERMITT, NEVADA POST OFFICE, PROCEED 15.3 MILES NORTH
 NW0691'ALONG U S HIGHWAY 95, THENCE 8.45 MILES EAST, 0.25 MILES EAST OF A
 NW0691'CATTLEGUARD, 234 FEET WEST OF A FENCE CORNER, 30 FEET SOUTH OF THE
 NW0691'CENTERLINE OF THE ROAD, 5 FEET NORTH OF A FENCE, SET ON 1.5 FEET OF
 NW0691'COPPER-COATED ROD CEMENTED IN EXPOSED BEDROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0370 ***********************************************************************
 NX0370  DESIGNATION -  13 STR
 NX0370  PID         -  NX0370
 NX0370  STATE/COUNTY-  OR/MALHEUR
 NX0370  USGS QUAD   -  JOHNNY CREEK SW (1981)
 NX0370
 NX0370                         *CURRENT SURVEY CONTROL
 NX0370  ___________________________________________________________________
 NX0370* NAD 83(1986)-  42 45 26.     (N)    118 08 29.     (W)     SCALED    
 NX0370* NAVD 88     -      1306.202  (meters)    4285.43   (feet)  ADJUSTED  
 NX0370  ___________________________________________________________________
 NX0370  GEOID HEIGHT-         -18.52  (meters)                     GEOID03
 NX0370  DYNAMIC HT  -        1305.476 (meters)    4283.05  (feet)  COMP
 NX0370  MODELED GRAV-     980,019.4   (mgal)                       NAVD 88
 NX0370
 NX0370  VERT ORDER  -  SECOND    CLASS 0
 NX0370
 NX0370.The horizontal coordinates were scaled from a topographic map and have
 NX0370.an estimated accuracy of +/- 6 seconds.
 NX0370
 NX0370.The orthometric height was determined by differential leveling
 NX0370.and adjusted in August 1995.
 NX0370
 NX0370.The geoid height was determined by GEOID03.
 NX0370
 NX0370.The dynamic height is computed by dividing the NAVD 88
 NX0370.geopotential number by the normal gravity value computed on the
 NX0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0370.degrees latitude (g = 980.6199 gals.).
 NX0370
 NX0370.The modeled gravity was interpolated from observed gravity values.
 NX0370
 NX0370;                    North         East    Units  Estimated Accuracy
 NX0370;SPC OR S     -   123,860.    1,693,040.      MT  (+/- 180 meters Scaled)
 NX0370
 NX0370                          SUPERSEDED SURVEY CONTROL
 NX0370
 NX0370.No superseded survey control is available for this station.
 NX0370
 NX0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH066344(NAD 83)
 NX0370_MARKER: DB = BENCH MARK DISK
 NX0370_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NX0370+WITH SETTING: INFORMATION.
 NX0370_SP_SET: SHALLOW-SET METAL ROD
 NX0370_STAMPING: 13 STR 1975 4282
 NX0370_MARK LOGO: USGS  
 NX0370_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NX0370
 NX0370  HISTORY     - Date     Condition        Report By
 NX0370  HISTORY     - 1975     MONUMENTED       USGS
 NX0370
 NX0370                          STATION DESCRIPTION
 NX0370
 NX0370'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 NX0370'37.8 KM (23.50 MI) WSW FROM BURNS JUNCTION.
 NX0370'BURNS JCT, 6.5 MI S OF, ALONG US HWY 95, THENCE 1.3 MI SW ALONG
 NX0370'GRADED RD TO GATE, THENCE 1.95 MI N AND W ALONG TRACK RD TO Y-RD,
 NX0370'THENCE 5.3 MI W TO Y-RD, THENCE 8.2 MI W TO RD JCT AT WILDCAT WELL
 NX0370'NO. 2, THENCE 0.2 MI W. 26 FT N OF CENTERLINE OF RD.  SET ON
 NX0370'COPPER-COATED STEEL ROD OF UNRECORDED DEPTH, PROJECTING 0.3 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1085 ***********************************************************************
 RD1085  DESIGNATION -  130
 RD1085  PID         -  RD1085
 RD1085  STATE/COUNTY-  OR/LINCOLN
 RD1085  USGS QUAD   -  NESKOWIN (1985)
 RD1085
 RD1085                         *CURRENT SURVEY CONTROL
 RD1085  ___________________________________________________________________
 RD1085* NAD 83(1986)-  45 01 09.     (N)    123 56 50.     (W)     SCALED    
 RD1085* NAVD 88     -         9.530  (meters)      31.27   (feet)  ADJUSTED  
 RD1085  ___________________________________________________________________
 RD1085  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 RD1085  DYNAMIC HT  -           9.530 (meters)      31.27  (feet)  COMP
 RD1085  MODELED GRAV-     980,646.4   (mgal)                       NAVD 88
 RD1085
 RD1085  VERT ORDER  -  FIRST     CLASS II
 RD1085
 RD1085.The horizontal coordinates were scaled from a topographic map and have
 RD1085.an estimated accuracy of +/- 6 seconds.
 RD1085
 RD1085.The orthometric height was determined by differential leveling
 RD1085.and adjusted in June 1991.
 RD1085
 RD1085.The geoid height was determined by GEOID03.
 RD1085
 RD1085.The dynamic height is computed by dividing the NAVD 88
 RD1085.geopotential number by the normal gravity value computed on the
 RD1085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1085.degrees latitude (g = 980.6199 gals.).
 RD1085
 RD1085.The modeled gravity was interpolated from observed gravity values.
 RD1085
 RD1085;                    North         East    Units  Estimated Accuracy
 RD1085;SPC OR N     -   156,090.    2,228,400.      MT  (+/- 180 meters Scaled)
 RD1085
 RD1085                          SUPERSEDED SURVEY CONTROL
 RD1085
 RD1085  NGVD 29 (??/??/92)    8.512  (m)           27.93   (f) ADJ UNCH    1 2
 RD1085
 RD1085.Superseded values are not recommended for survey control.
 RD1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1085.See file dsdata.txt to determine how the superseded data were derived.
 RD1085
 RD1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ253855(NAD 83)
 RD1085_MARKER: DD = SURVEY DISK
 RD1085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD1085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD1085_STAMPING: 55 130 31
 RD1085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD1085+STABILITY: SURFACE MOTION
 RD1085
 RD1085  HISTORY     - Date     Condition        Report By
 RD1085  HISTORY     - 1931     MONUMENTED       BPR
 RD1085  HISTORY     - 1965     GOOD             NGS
 RD1085  HISTORY     - 1987     MARK NOT FOUND   NGS
 RD1085
 RD1085                          STATION DESCRIPTION
 RD1085
 RD1085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 RD1085'IN OTIS.
 RD1085'AT OTIS, 400 FEET EAST-SOUTHEAST OF THE POST OFFICE, 36 FEET NORTH OF
 RD1085'THE CENTER LINE OF STATE HIGHWAY 18, 16 FEET EAST OF THE NORTH END OF
 RD1085'A CULVERT UNDER THE HIGHWAY, 1 1/2 FEET SOUTH OF A T FENCE CORNER AND
 RD1085'1 1/2 FEET NORTH OF A WITNESS POST SET IN A CONCRETE MONUMENT 8-INCHES
 RD1085'IN DIAMETER THAT PROJECTS 3 INCHES.
 RD1085
 RD1085                          STATION RECOVERY (1987)
 RD1085
 RD1085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD1085'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 DE5630 ***********************************************************************
 DE5630  DESIGNATION -  130
 DE5630  PID         -  DE5630
 DE5630  STATE/COUNTY-  OR/POLK
 DE5630  USGS QUAD   -  SALEM WEST (1986)
 DE5630
 DE5630                         *CURRENT SURVEY CONTROL
 DE5630  ___________________________________________________________________
 DE5630* NAD 83(2007)-  44 56 40.48121(N)    123 02 49.98645(W)     ADJUSTED  
 DE5630* NAVD 88     -        41.6    (meters)     136.     (feet)  GPS OBS   
 DE5630  ___________________________________________________________________
 DE5630  EPOCH DATE  -        2007.00
 DE5630  X           -  -2,465,959.002 (meters)                     COMP
 DE5630  Y           -  -3,790,401.496 (meters)                     COMP
 DE5630  Z           -   4,483,004.461 (meters)                     COMP
 DE5630  LAPLACE CORR-          -5.52  (seconds)                    DEFLEC99
 DE5630  ELLIP HEIGHT-          18.829 (meters)          (02/10/07) ADJUSTED
 DE5630  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 DE5630
 DE5630  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE5630  Type    PID    Designation                      North   East  Ellip
 DE5630  -------------------------------------------------------------------
 DE5630  NETWORK DE5630 130                               2.16   1.84   2.18
 DE5630  -------------------------------------------------------------------
 DE5630
 DE5630.The horizontal coordinates were established by GPS observations
 DE5630.and adjusted by the National Geodetic Survey in February 2007.
 DE5630
 DE5630.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE5630.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE5630.The horizontal coordinates are valid at the epoch date displayed above.
 DE5630.The epoch date for horizontal control is a decimal equivalence
 DE5630.of Year/Month/Day.
 DE5630
 DE5630.The orthometric height was determined by GPS observations and a
 DE5630.high-resolution geoid model.
 DE5630
 DE5630.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5630
 DE5630.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE5630
 DE5630.The ellipsoidal height was determined by GPS observations
 DE5630.and is referenced to NAD 83.
 DE5630
 DE5630.The geoid height was determined by GEOID03.
 DE5630
 DE5630;                    North         East     Units Scale Factor Converg.
 DE5630;SPC OR N     -   145,171.707 2,299,019.324   MT  0.99990220   -1 48 23.2
 DE5630;SPC OR N     -   476,285.13  7,542,714.32   iFT  0.99990220   -1 48 23.2
 DE5630;UTM  10      - 4,976,794.845   496,274.877   MT  0.99960017   -0 02 00.1
 DE5630
 DE5630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5630!SPC OR N     -   0.99999705  x   0.99990220  =   0.99989925
 DE5630!UTM  10      -   0.99999705  x   0.99960017  =   0.99959722
 DE5630
 DE5630                          SUPERSEDED SURVEY CONTROL
 DE5630
 DE5630  NAD 83(1998)-  44 56 40.47890(N)    123 02 49.98835(W) AD(       ) B
 DE5630  ELLIP H (06/19/02)   18.837  (m)                       GP(       ) 4 1
 DE5630
 DE5630.Superseded values are not recommended for survey control.
 DE5630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE5630.See file dsdata.txt to determine how the superseded data were derived.
 DE5630
 DE5630_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ9627576795(NAD 83)
 DE5630_MARKER: DD = SURVEY DISK
 DE5630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE5630_STAMPING: 130 1994
 DE5630_MARK LOGO: OR-053
 DE5630_PROJECTION: FLUSH
 DE5630_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE5630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE5630+STABILITY: SURFACE MOTION
 DE5630_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5630+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2006
 DE5630
 DE5630  HISTORY     - Date     Condition        Report By
 DE5630  HISTORY     - 19940801 MONUMENTED       OR-053
 DE5630  HISTORY     - 20060218 GOOD             USPSQD
 DE5630
 DE5630                          STATION DESCRIPTION
 DE5630
 DE5630'DESCRIBED BY POLK COUNTY OREGON 1994 (JDN)
 DE5630'THIS STATION IS LOCATED IN WEST SALEM, IN WALLACE MARINE PARK, AT THE
 DE5630'SOUTH END OF THE
 DE5630'BOAT RAMP PARKING LOT,  120 M (400 FT) SOUTHERLY OF THE SOUTHERLY EDGE
 DE5630'OF THE CENTER
 DE5630'STREET BRIDGE OVER THE WILLAMETTE RIVER.   OWNERSHIP-- CITY OF SALEM.
 DE5630'IF THE GATE TO THE
 DE5630'BOAT RAMP IS LOCKED CALL THE CITY OF SALEM AT 503-588-6336.
 DE5630' 
 DE5630'TO REACH THE STATION FROM THE INTERSECTION OF WALLACE ROAD (ALSO KNOWN
 DE5630'AS BOTH THE
 DE5630'SALEM-DAYTON HIGHWAY  AND STATE HIGHWAY 221) AND GLEN CREEK ROAD IN
 DE5630'WEST SALEM, GO
 DE5630'EAST ON GLEN CREEK ROAD FOR 0.42 KM (0.26 MI) TO THE ENTRANCE OF
 DE5630'WALLACE MARINE PARK.
 DE5630'CONTINUE EAST ON ROAD FOR 0.23 KM (0.14 MI) TO AN INTERSECTION. TURN
 DE5630'RIGHT, SOUTH, ON ROAD
 DE5630'FOR 0.8 KM (0.5 MI) TO THE SOUTH END OF THE BOAT RAMP PARKING LOT AND
 DE5630'THE STATION.
 DE5630' 
 DE5630'THE STATION IS A 7.6 CM (3 IN)  POLK COUNTY GPS SURVEY MONUMENT BRASS
 DE5630'CAP SET IN THE TOP OF
 DE5630'A 35 CM (14 IN) ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 61 M
 DE5630'(200.0 FT)
 DE5630'SOUTHWEST FROM THE TOP OF THE BOAT RAMP AT ITS CENTERLINE, 1.9 M (6.3
 DE5630'FT)  SOUTHEAST
 DE5630'FROM A  4 X 4  POST WITH A NO PARKING SIGN AND A WITNESS TAG ATTACHED
 DE5630'TO IT, 0.6 M (2.0 FT)
 DE5630'SOUTH FROM THE PARKING LOT CURB, AND 0.15 M (0.5 FT) SOUTH FROM A
 DE5630'CARSONITE WITNESS POST.
 DE5630' 
 DE5630'FOR ADDITIONAL INFORMATION ON HOW TO REACH THIS MONUMENT SEE THE POLK
 DE5630'COUNTY WEB
 DE5630'PAGE AT WWW.CO.POLK.OR.US/PUBLICWORKS/SURVEYS.HTM
 DE5630' 
 DE5630' 
 DE5630'
 DE5630
 DE5630                          STATION RECOVERY (2006)
 DE5630
 DE5630'RECOVERY NOTE BY US POWER SQUADRON 2006 (DLA)
 DE5630'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0256 ***********************************************************************
 RD0256  DESIGNATION -  130 B
 RD0256  PID         -  RD0256
 RD0256  STATE/COUNTY-  OR/CLACKAMAS
 RD0256  USGS QUAD   -  CANBY (1985)
 RD0256
 RD0256                         *CURRENT SURVEY CONTROL
 RD0256  ___________________________________________________________________
 RD0256* NAD 83(1986)-  45 16 09.     (N)    122 40 34.     (W)     SCALED    
 RD0256* NAVD 88     -        40.987  (meters)     134.47   (feet)  POSTED    
 RD0256  ___________________________________________________________________
 RD0256  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 RD0256  DYNAMIC HT  -          40.990 (meters)     134.48  (feet)  COMP
 RD0256  MODELED GRAV-     980,598.1   (mgal)                       NAVD 88
 RD0256
 RD0256  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 RD0256
 RD0256.The horizontal coordinates were scaled from a topographic map and have
 RD0256.an estimated accuracy of +/- 6 seconds.
 RD0256
 RD0256.The orthometric height was determined by differential leveling
 RD0256.and adjusted by the  in 1992.
 RD0256.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 RD0256.rate of 0.0 thru 1.0 mm/km.
 RD0256
 RD0256.The geoid height was determined by GEOID03.
 RD0256
 RD0256.The dynamic height is computed by dividing the NAVD 88
 RD0256.geopotential number by the normal gravity value computed on the
 RD0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0256.degrees latitude (g = 980.6199 gals.).
 RD0256
 RD0256.The modeled gravity was interpolated from observed gravity values.
 RD0256
 RD0256;                    North         East    Units  Estimated Accuracy
 RD0256;SPC OR N     -   180,370.    2,329,260.      MT  (+/- 180 meters Scaled)
 RD0256
 RD0256                          SUPERSEDED SURVEY CONTROL
 RD0256
 RD0256.No superseded survey control is available for this station.
 RD0256
 RD0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER254129(NAD 83)
 RD0256_MARKER: P = PIPE CAP
 RD0256_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RD0256_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RD0256_STAMPING: 130 B 1903
 RD0256_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0256
 RD0256  HISTORY     - Date     Condition        Report By
 RD0256  HISTORY     - 1903     MONUMENTED       USGS
 RD0256  HISTORY     - 1934     GOOD             NGS
 RD0256  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 RD0256
 RD0256                          STATION DESCRIPTION
 RD0256
 RD0256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RD0256'1 MI N FROM CANBY.
 RD0256'ABOUT 1 MILE NORTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD TRACK FROM
 RD0256'CANBY, CLACKAMAS COUNTY, AT PACIFIC HIGHWAY MILEAGE 21.3, ABOUT 300
 RD0256'FEET SOUTH OF MILE POST 748, 60 FEET SOUTH OF THE SOUTH END OF A
 RD0256'THOROUGH CUT, 22 FEET EAST OF THE TRACK CENTERLINE.  A UNITED STATES
 RD0256'GEOLOGICAL SURVEY STANDARD CAP STAMPED 130 B 1903 AND RIVETED TO THE
 RD0256'TOP OF A 3 1/2 INCH IRON PIPE ENCASED IN CONCRETE AND PROJECTING 12
 RD0256'INCHES ABOVE THE GROUND.
 RD0256
 RD0256                          STATION RECOVERY (1990)
 RD0256
 RD0256'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCB)
 RD0256'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0490 ***********************************************************************
 RD0490  DESIGNATION -  1300
 RD0490  PID         -  RD0490
 RD0490  STATE/COUNTY-  OR/MULTNOMAH
 RD0490  USGS QUAD   -  PORTLAND (1990)
 RD0490
 RD0490                         *CURRENT SURVEY CONTROL
 RD0490  ___________________________________________________________________
 RD0490* NAD 83(1986)-  45 32 55.     (N)    122 43 36.     (W)     SCALED    
 RD0490* NAVD 88     -        11.525  (meters)      37.81   (feet)  POSTED    
 RD0490  ___________________________________________________________________
 RD0490  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 RD0490  DYNAMIC HT  -          11.530 (meters)      37.83  (feet)  COMP
 RD0490  MODELED GRAV-     980,606.7   (mgal)                       NAVD 88
 RD0490
 RD0490  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 RD0490
 RD0490.The horizontal coordinates were scaled from a topographic map and have
 RD0490.an estimated accuracy of +/- 6 seconds.
 RD0490
 RD0490.The orthometric height was determined by differential leveling
 RD0490.and adjusted by the  in 1992.
 RD0490.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 RD0490.rate of 2.1 thru 3.0 mm/km.
 RD0490
 RD0490.The geoid height was determined by GEOID03.
 RD0490
 RD0490.The dynamic height is computed by dividing the NAVD 88
 RD0490.geopotential number by the normal gravity value computed on the
 RD0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0490.degrees latitude (g = 980.6199 gals.).
 RD0490
 RD0490.The modeled gravity was interpolated from observed gravity values.
 RD0490
 RD0490;                    North         East    Units  Estimated Accuracy
 RD0490;SPC OR N     -   211,520.    2,326,150.      MT  (+/- 180 meters Scaled)
 RD0490
 RD0490                          SUPERSEDED SURVEY CONTROL
 RD0490
 RD0490  NGVD 29 (??/??/92)   10.467  (m)           34.34   (f) ADJ UNCH    1 2
 RD0490
 RD0490.Superseded values are not recommended for survey control.
 RD0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0490.See file dsdata.txt to determine how the superseded data were derived.
 RD0490
 RD0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER213439(NAD 83)
 RD0490_MARKER: DD = SURVEY DISK
 RD0490_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD0490_SP_SET: MANHOLE BOX
 RD0490_STAMPING: 1300
 RD0490_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0490
 RD0490  HISTORY     - Date     Condition        Report By
 RD0490  HISTORY     - UNK      MONUMENTED
 RD0490  HISTORY     - 1934     GOOD             NGS
 RD0490  HISTORY     - 1987     MARK NOT FOUND   NGS
 RD0490  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 RD0490
 RD0490                          STATION DESCRIPTION
 RD0490
 RD0490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RD0490'IN PORTLAND.
 RD0490'NORTHWEST PART OF PORTLAND SET IN THE S.E. CORNER OF CONCRETE MANHOLE
 RD0490'BOX, ON THE EAST SIDE OF N.W. ST. HELENS ROAD, 57 FEET N.W. OF
 RD0490'ENTRANCE TO THE TEXACO PLANT.
 RD0490
 RD0490                          STATION RECOVERY (1987)
 RD0490
 RD0490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD0490'NOT RECOVERED.
 RD0490
 RD0490                          STATION RECOVERY (1989)
 RD0490
 RD0490'RECOVERY NOTE BY US POWER SQUADRON 1989 (FV)
 RD0490'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0493 ***********************************************************************
 RD0493  DESIGNATION -  1301
 RD0493  PID         -  RD0493
 RD0493  STATE/COUNTY-  OR/MULTNOMAH
 RD0493  USGS QUAD   -  PORTLAND (1990)
 RD0493
 RD0493                         *CURRENT SURVEY CONTROL
 RD0493  ___________________________________________________________________
 RD0493* NAD 83(1986)-  45 33 08.     (N)    122 43 50.     (W)     SCALED    
 RD0493* NAVD 88     -        12.336  (meters)      40.47   (feet)  POSTED    
 RD0493  ___________________________________________________________________
 RD0493  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 RD0493  DYNAMIC HT  -          12.340 (meters)      40.49  (feet)  COMP
 RD0493  MODELED GRAV-     980,607.1   (mgal)                       NAVD 88
 RD0493
 RD0493  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 RD0493
 RD0493.The horizontal coordinates were scaled from a topographic map and have
 RD0493.an estimated accuracy of +/- 6 seconds.
 RD0493
 RD0493.The orthometric height was determined by differential leveling
 RD0493.and adjusted by the  in 1992.
 RD0493.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 RD0493.rate of 2.1 thru 3.0 mm/km.
 RD0493
 RD0493.The geoid height was determined by GEOID03.
 RD0493
 RD0493.The dynamic height is computed by dividing the NAVD 88
 RD0493.geopotential number by the normal gravity value computed on the
 RD0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0493.degrees latitude (g = 980.6199 gals.).
 RD0493
 RD0493.The modeled gravity was interpolated from observed gravity values.
 RD0493
 RD0493;                    North         East    Units  Estimated Accuracy
 RD0493;SPC OR N     -   211,930.    2,325,860.      MT  (+/- 180 meters Scaled)
 RD0493
 RD0493                          SUPERSEDED SURVEY CONTROL
 RD0493
 RD0493  NGVD 29 (??/??/92)   11.278  (m)           37.00   (f) ADJ UNCH    1 2
 RD0493
 RD0493.Superseded values are not recommended for survey control.
 RD0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0493.See file dsdata.txt to determine how the superseded data were derived.
 RD0493
 RD0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER210443(NAD 83)
 RD0493_MARKER: DD = SURVEY DISK
 RD0493_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RD0493_SP_SET: FOUNDATION
 RD0493_STAMPING: 1301
 RD0493_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RD0493
 RD0493  HISTORY     - Date     Condition        Report By
 RD0493  HISTORY     - UNK      MONUMENTED
 RD0493  HISTORY     - 1934     GOOD             NGS
 RD0493  HISTORY     - 1987     MARK NOT FOUND   NGS
 RD0493  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RD0493  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 RD0493
 RD0493                          STATION DESCRIPTION
 RD0493
 RD0493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RD0493'IN PORTLAND.
 RD0493'IN THE NORTHWEST PART OF PORTLAND SET IN THE BASE OF THE S.W.
 RD0493'FOUNDATION POST OF THE LUTZ MARBLE CO. SHED, ON THE EAST SIDE OF N.W.
 RD0493'ST. HELENS ROAD.
 RD0493
 RD0493                          STATION RECOVERY (1987)
 RD0493
 RD0493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD0493'NOT RECOVERED.
 RD0493
 RD0493                          STATION RECOVERY (1988)
 RD0493
 RD0493'RECOVERY NOTE BY US POWER SQUADRON 1988 (GAN)
 RD0493'MARK NOT FOUND.
 RD0493
 RD0493                          STATION RECOVERY (1989)
 RD0493
 RD0493'RECOVERY NOTE BY US POWER SQUADRON 1989 (FV)
 RD0493'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0498 ***********************************************************************
 RD0498  DESIGNATION -  1303
 RD0498  PID         -  RD0498
 RD0498  STATE/COUNTY-  OR/MULTNOMAH
 RD0498  USGS QUAD   -  LINNTON (1990)
 RD0498
 RD0498                         *CURRENT SURVEY CONTROL
 RD0498  ___________________________________________________________________
 RD0498* NAD 83(1986)-  45 34 02.     (N)    122 45 04.     (W)     SCALED    
 RD0498* NAVD 88     -        16.358  (meters)      53.67   (feet)  POSTED    
 RD0498  ___________________________________________________________________
 RD0498  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 RD0498  DYNAMIC HT  -          16.360 (meters)      53.67  (feet)  COMP
 RD0498  MODELED GRAV-     980,614.6   (mgal)                       NAVD 88
 RD0498
 RD0498  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 RD0498
 RD0498.The horizontal coordinates were scaled from a topographic map and have
 RD0498.an estimated accuracy of +/- 6 seconds.
 RD0498
 RD0498.The orthometric height was determined by differential leveling
 RD0498.and adjusted by the  in 1992.
 RD0498.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 RD0498.rate of 4.1 thru 8.0 mm/km.
 RD0498
 RD0498.The geoid height was determined by GEOID03.
 RD0498
 RD0498.The dynamic height is computed by dividing the NAVD 88
 RD0498.geopotential number by the normal gravity value computed on the
 RD0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0498.degrees latitude (g = 980.6199 gals.).
 RD0498
 RD0498.The modeled gravity was interpolated from observed gravity values.
 RD0498
 RD0498;                    North         East    Units  Estimated Accuracy
 RD0498;SPC OR N     -   213,640.    2,324,300.      MT  (+/- 180 meters Scaled)
 RD0498
 RD0498                          SUPERSEDED SURVEY CONTROL
 RD0498
 RD0498  NGVD 29 (??/??/92)   15.306  (m)           50.22   (f) ADJ UNCH    1 2
 RD0498
 RD0498.Superseded values are not recommended for survey control.
 RD0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0498.See file dsdata.txt to determine how the superseded data were derived.
 RD0498
 RD0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER194459(NAD 83)
 RD0498_MARKER: DD = SURVEY DISK
 RD0498_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD0498_SP_SET: CULVERT
 RD0498_STAMPING: 1303
 RD0498_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0498
 RD0498  HISTORY     - Date     Condition        Report By
 RD0498  HISTORY     - UNK      MONUMENTED
 RD0498  HISTORY     - 1934     GOOD             NGS
 RD0498  HISTORY     - 1987     MARK NOT FOUND   NGS
 RD0498  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 RD0498
 RD0498                          STATION DESCRIPTION
 RD0498
 RD0498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RD0498'IN PORTLAND.
 RD0498'IN THE NORTHWEST PART OF PORTLAND SET IN THE TOP OF A CONCRETE
 RD0498'CULVERT, AT WILLBRIDGE, ON THE WEST SIDE OF N.W. ST. HELENS ROAD,
 RD0498'OPPOSITE THE RAIL ROAD STATION.
 RD0498
 RD0498                          STATION RECOVERY (1987)
 RD0498
 RD0498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD0498'NOT RECOVERED.
 RD0498
 RD0498                          STATION RECOVERY (1990)
 RD0498
 RD0498'RECOVERY NOTE BY US POWER SQUADRON 1990 (FV)
 RD0498'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0501 ***********************************************************************
 RD0501  DESIGNATION -  1304
 RD0501  PID         -  RD0501
 RD0501  STATE/COUNTY-  OR/MULTNOMAH
 RD0501  USGS QUAD   -  LINNTON (1990)
 RD0501
 RD0501                         *CURRENT SURVEY CONTROL
 RD0501  ___________________________________________________________________
 RD0501* NAD 83(1986)-  45 34 29.     (N)    122 45 34.     (W)     SCALED    
 RD0501* NAVD 88     -        14.687  (meters)      48.19   (feet)  POSTED    
 RD0501  ___________________________________________________________________
 RD0501  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 RD0501  DYNAMIC HT  -          14.690 (meters)      48.20  (feet)  COMP
 RD0501  MODELED GRAV-     980,621.0   (mgal)                       NAVD 88
 RD0501
 RD0501  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 RD0501
 RD0501.The horizontal coordinates were scaled from a topographic map and have
 RD0501.an estimated accuracy of +/- 6 seconds.
 RD0501
 RD0501.The orthometric height was determined by differential leveling
 RD0501.and adjusted by the  in 1992.
 RD0501.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 RD0501.rate of 4.1 thru 8.0 mm/km.
 RD0501
 RD0501.The geoid height was determined by GEOID03.
 RD0501
 RD0501.The dynamic height is computed by dividing the NAVD 88
 RD0501.geopotential number by the normal gravity value computed on the
 RD0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0501.degrees latitude (g = 980.6199 gals.).
 RD0501
 RD0501.The modeled gravity was interpolated from observed gravity values.
 RD0501
 RD0501;                    North         East    Units  Estimated Accuracy
 RD0501;SPC OR N     -   214,490.    2,323,680.      MT  (+/- 180 meters Scaled)
 RD0501
 RD0501                          SUPERSEDED SURVEY CONTROL
 RD0501
 RD0501  NGVD 29 (??/??/92)   13.642  (m)           44.76   (f) ADJ UNCH    1 2
 RD0501
 RD0501.Superseded values are not recommended for survey control.
 RD0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0501.See file dsdata.txt to determine how the superseded data were derived.
 RD0501
 RD0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER187468(NAD 83)
 RD0501_MARKER: DD = SURVEY DISK
 RD0501_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD0501_SP_SET: CULVERT
 RD0501_STAMPING: 1304
 RD0501_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0501
 RD0501  HISTORY     - Date     Condition        Report By
 RD0501  HISTORY     - UNK      MONUMENTED
 RD0501  HISTORY     - 1941     GOOD             NGS
 RD0501  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RD0501  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 RD0501
 RD0501                          STATION DESCRIPTION
 RD0501
 RD0501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 RD0501'IN PORTLAND.
 RD0501'ALONG NORTH ST. HELENS ROAD, 0.3 MILE SOUTH OF GASCO, STATION WEST
 RD0501'SIDE OF ROAD, TOP OF CULVERT HEADWALL.
 RD0501
 RD0501                          STATION RECOVERY (1988)
 RD0501
 RD0501'RECOVERY NOTE BY US POWER SQUADRON 1988 (GAN)
 RD0501'MARK NOT FOUND.
 RD0501
 RD0501                          STATION RECOVERY (1990)
 RD0501
 RD0501'RECOVERY NOTE BY US POWER SQUADRON 1990 (FV)
 RD0501'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0511 ***********************************************************************
 RD0511  DESIGNATION -  1307
 RD0511  PID         -  RD0511
 RD0511  STATE/COUNTY-  OR/MULTNOMAH
 RD0511  USGS QUAD   -  LINNTON (1990)
 RD0511
 RD0511                         *CURRENT SURVEY CONTROL
 RD0511  ___________________________________________________________________
 RD0511* NAD 83(1986)-  45 35 15.     (N)    122 46 26.     (W)     SCALED    
 RD0511* NAVD 88     -        27.665  (meters)      90.76   (feet)  POSTED    
 RD0511  ___________________________________________________________________
 RD0511  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 RD0511  DYNAMIC HT  -          27.670 (meters)      90.78  (feet)  COMP
 RD0511  MODELED GRAV-     980,620.9   (mgal)                       NAVD 88
 RD0511
 RD0511  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 RD0511
 RD0511.The horizontal coordinates were scaled from a topographic map and have
 RD0511.an estimated accuracy of +/- 6 seconds.
 RD0511
 RD0511.The orthometric height was determined by differential leveling
 RD0511.and adjusted by the  in 1992.
 RD0511.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 RD0511.rate of 4.1 thru 8.0 mm/km.
 RD0511
 RD0511.The geoid height was determined by GEOID03.
 RD0511
 RD0511.The dynamic height is computed by dividing the NAVD 88
 RD0511.geopotential number by the normal gravity value computed on the
 RD0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0511.degrees latitude (g = 980.6199 gals.).
 RD0511
 RD0511.The modeled gravity was interpolated from observed gravity values.
 RD0511
 RD0511;                    North         East    Units  Estimated Accuracy
 RD0511;SPC OR N     -   215,950.    2,322,590.      MT  (+/- 180 meters Scaled)
 RD0511
 RD0511                          SUPERSEDED SURVEY CONTROL
 RD0511
 RD0511  NGVD 29 (??/??/92)   26.626  (m)           87.36   (f) ADJ UNCH    1 2
 RD0511
 RD0511.Superseded values are not recommended for survey control.
 RD0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0511.See file dsdata.txt to determine how the superseded data were derived.
 RD0511
 RD0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER176482(NAD 83)
 RD0511_MARKER: DD = SURVEY DISK
 RD0511_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD0511_SP_SET: WALL
 RD0511_STAMPING: 1307
 RD0511_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0511
 RD0511  HISTORY     - Date     Condition        Report By
 RD0511  HISTORY     - UNK      MONUMENTED
 RD0511  HISTORY     - 1941     GOOD             NGS
 RD0511  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 RD0511
 RD0511                          STATION DESCRIPTION
 RD0511
 RD0511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 RD0511'IN PORTLAND.
 RD0511'ALONG NORTH ST. HELENS ROAD, OPPOSITE THE NORTH APPROACH TO ST. JOHNS
 RD0511'BRIDGE, IN TOP OF THE NORTH-END POST OF MASONRY WALL, EAST OF ROAD.
 RD0511
 RD0511                          STATION RECOVERY (1990)
 RD0511
 RD0511'RECOVERY NOTE BY US POWER SQUADRON 1990 (FV)
 RD0511'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0513 ***********************************************************************
 RD0513  DESIGNATION -  1309
 RD0513  PID         -  RD0513
 RD0513  STATE/COUNTY-  OR/MULTNOMAH
 RD0513  USGS QUAD   -  LINNTON (1990)
 RD0513
 RD0513                         *CURRENT SURVEY CONTROL
 RD0513  ___________________________________________________________________
 RD0513* NAD 83(1986)-  45 35 46.     (N)    122 47 03.     (W)     SCALED    
 RD0513* NAVD 88     -        21.929  (meters)      71.95   (feet)  POSTED    
 RD0513  ___________________________________________________________________
 RD0513  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 RD0513  DYNAMIC HT  -          21.930 (meters)      71.95  (feet)  COMP
 RD0513  MODELED GRAV-     980,621.2   (mgal)                       NAVD 88
 RD0513
 RD0513  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 RD0513
 RD0513.The horizontal coordinates were scaled from a topographic map and have
 RD0513.an estimated accuracy of +/- 6 seconds.
 RD0513
 RD0513.The orthometric height was determined by differential leveling
 RD0513.and adjusted by the  in 1992.
 RD0513.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 RD0513.rate of 3.1 thru 4.0 mm/km.
 RD0513
 RD0513.The geoid height was determined by GEOID03.
 RD0513
 RD0513.The dynamic height is computed by dividing the NAVD 88
 RD0513.geopotential number by the normal gravity value computed on the
 RD0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0513.degrees latitude (g = 980.6199 gals.).
 RD0513
 RD0513.The modeled gravity was interpolated from observed gravity values.
 RD0513
 RD0513;                    North         East    Units  Estimated Accuracy
 RD0513;SPC OR N     -   216,920.    2,321,820.      MT  (+/- 180 meters Scaled)
 RD0513
 RD0513                          SUPERSEDED SURVEY CONTROL
 RD0513
 RD0513  NGVD 29 (??/??/92)   20.892  (m)           68.54   (f) ADJ UNCH    1 2
 RD0513
 RD0513.Superseded values are not recommended for survey control.
 RD0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0513.See file dsdata.txt to determine how the superseded data were derived.
 RD0513
 RD0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER168491(NAD 83)
 RD0513_MARKER: DD = SURVEY DISK
 RD0513_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD0513_SP_SET: RETAINING
 RD0513_STAMPING: 1309
 RD0513_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0513
 RD0513  HISTORY     - Date     Condition        Report By
 RD0513  HISTORY     - UNK      MONUMENTED
 RD0513  HISTORY     - 1941     GOOD             NGS
 RD0513  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RD0513  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 RD0513
 RD0513                          STATION DESCRIPTION
 RD0513
 RD0513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 RD0513'IN LINNTON.
 RD0513'ALONG U. S. HIGHWAY 30, OR NORTH ST. HELENS ROAD, 20 FEET WEST OF
 RD0513'CENTER OF ROAD, AT THE SOUTH END OF RETAINING WALL IN FRONT OF SCHOOL,
 RD0513'IN CURB.
 RD0513
 RD0513                          STATION RECOVERY (1988)
 RD0513
 RD0513'RECOVERY NOTE BY US POWER SQUADRON 1988 (GAN)
 RD0513'MARK NOT FOUND.
 RD0513
 RD0513                          STATION RECOVERY (1990)
 RD0513
 RD0513'RECOVERY NOTE BY US POWER SQUADRON 1990 (FV)
 RD0513'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0127 ***********************************************************************
 NZ0127  DESIGNATION -  1314
 NZ0127  PID         -  NZ0127
 NZ0127  STATE/COUNTY-  OR/JACKSON
 NZ0127  USGS QUAD   -  MEDFORD EAST (1983)
 NZ0127
 NZ0127                         *CURRENT SURVEY CONTROL
 NZ0127  ___________________________________________________________________
 NZ0127* NAD 83(1986)-  42 22 08.     (N)    122 52 21.     (W)     SCALED    
 NZ0127* NAVD 88     -       401.604  (meters)    1317.60   (feet)  ADJUSTED  
 NZ0127  ___________________________________________________________________
 NZ0127  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 NZ0127  DYNAMIC HT  -         401.447 (meters)    1317.08  (feet)  COMP
 NZ0127  MODELED GRAV-     980,221.5   (mgal)                       NAVD 88
 NZ0127
 NZ0127  VERT ORDER  -  SECOND    CLASS 0
 NZ0127
 NZ0127.This mark is at Rogue Valley Intl - Medford Airport (MFR)
 NZ0127
 NZ0127.The horizontal coordinates were scaled from a topographic map and have
 NZ0127.an estimated accuracy of +/- 6 seconds.
 NZ0127
 NZ0127.The orthometric height was determined by differential leveling
 NZ0127.and adjusted in June 1991.
 NZ0127
 NZ0127.The geoid height was determined by GEOID03.
 NZ0127
 NZ0127.The dynamic height is computed by dividing the NAVD 88
 NZ0127.geopotential number by the normal gravity value computed on the
 NZ0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0127.degrees latitude (g = 980.6199 gals.).
 NZ0127
 NZ0127.The modeled gravity was interpolated from observed gravity values.
 NZ0127
 NZ0127;                    North         East    Units  Estimated Accuracy
 NZ0127;SPC OR S     -    80,770.    1,304,600.      MT  (+/- 180 meters Scaled)
 NZ0127
 NZ0127                          SUPERSEDED SURVEY CONTROL
 NZ0127
 NZ0127  NGVD 29 (??/??/92)  400.584  (m)         1314.25   (f) ADJ UNCH    2 0
 NZ0127
 NZ0127.Superseded values are not recommended for survey control.
 NZ0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0127.See file dsdata.txt to determine how the superseded data were derived.
 NZ0127
 NZ0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM104907(NAD 83)
 NZ0127_MARKER: DD = SURVEY DISK
 NZ0127_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NZ0127_SP_SET: CONCRETE CASING
 NZ0127_STAMPING: 1314 ORE.
 NZ0127_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0127
 NZ0127  HISTORY     - Date     Condition        Report By
 NZ0127  HISTORY     - UNK      MONUMENTED       USGS
 NZ0127  HISTORY     - 1970     GOOD             NGS
 NZ0127  HISTORY     - 19960830 MARK NOT FOUND   CHANCE
 NZ0127
 NZ0127                          STATION DESCRIPTION
 NZ0127
 NZ0127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NZ0127'3.0 MI N FROM MEDFORD.
 NZ0127'AT THE MEDFORD-JACKSON COUNTY AIRPORT, ABOUT 630 FEET EAST OF THE
 NZ0127'CONTROL TOWER, IN A DRILL HOLE IN THE CONCRETE APRON.  149.7 FEET
 NZ0127'NORTHWEST OF THE SOUTHEAST EDGE OF THE APRON, 83.5 FEET SOUTHWEST OF
 NZ0127'THE CENTERLINE OF THE TAXIWAY.  A UNITED STATES GEOLOGICAL SURVEY
 NZ0127'STANDARD DISK, STAMPED 1314 ORE.  THE MARK IS NOW ABOUT 3 INCHES BELOW
 NZ0127'THE SURFACE OF THE PAVING AND IS COVERED WITH A REMOVABLE STEEL PLATE,
 NZ0127'AND SET IN AN 18 INCH CONCRETE CASING.
 NZ0127
 NZ0127                          STATION RECOVERY (1996)
 NZ0127
 NZ0127'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 NZ0127'STATION WAS NOT RECOVERED AUG 30, 1996.  RAMP AREA HAS BEEN PAVED
 NZ0127'OVER, ENTIRE LENGTH OF RAMP WAS SEARCHED AT GIVEN OFFSET FROM TAXIWAY
 NZ0127'AND NO ACCESS COVERS WERE FOUND.  MONUMENT SEARCH LASTED APPROXIMATELY
 NZ0127'0.5 HOURS -- ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0039 ***********************************************************************
 PC0039  DESIGNATION -  1315
 PC0039  PID         -  PC0039
 PC0039  STATE/COUNTY-  OR/LANE
 PC0039  USGS QUAD   -  OAKRIDGE (1997)
 PC0039
 PC0039                         *CURRENT SURVEY CONTROL
 PC0039  ___________________________________________________________________
 PC0039* NAD 83(1986)-  43 44 55.     (N)    122 27 56.     (W)     SCALED    
 PC0039* NAVD 88     -       401.489  (meters)    1317.22   (feet)  ADJUSTED  
 PC0039  ___________________________________________________________________
 PC0039  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 PC0039  DYNAMIC HT  -         401.378 (meters)    1316.85  (feet)  COMP
 PC0039  MODELED GRAV-     980,332.2   (mgal)                       NAVD 88
 PC0039
 PC0039  VERT ORDER  -  SECOND    CLASS 0
 PC0039
 PC0039.The horizontal coordinates were scaled from a topographic map and have
 PC0039.an estimated accuracy of +/- 6 seconds.
 PC0039
 PC0039.The orthometric height was determined by differential leveling
 PC0039.and adjusted in June 1991.
 PC0039
 PC0039.The geoid height was determined by GEOID03.
 PC0039
 PC0039.The dynamic height is computed by dividing the NAVD 88
 PC0039.geopotential number by the normal gravity value computed on the
 PC0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0039.degrees latitude (g = 980.6199 gals.).
 PC0039
 PC0039.The modeled gravity was interpolated from observed gravity values.
 PC0039
 PC0039;                    North         East    Units  Estimated Accuracy
 PC0039;SPC OR S     -   233,130.    1,341,710.      MT  (+/- 180 meters Scaled)
 PC0039
 PC0039                          SUPERSEDED SURVEY CONTROL
 PC0039
 PC0039  NGVD 29 (??/??/92)  400.371  (m)         1313.55   (f) ADJ UNCH    2 0
 PC0039
 PC0039.Superseded values are not recommended for survey control.
 PC0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0039.See file dsdata.txt to determine how the superseded data were derived.
 PC0039
 PC0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP430440(NAD 83)
 PC0039_MARKER: DD = SURVEY DISK
 PC0039_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PC0039_SP_SET: CONCRETE MASS
 PC0039_STAMPING: 1315
 PC0039_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PC0039
 PC0039  HISTORY     - Date     Condition        Report By
 PC0039  HISTORY     - UNK      MONUMENTED       USGS
 PC0039  HISTORY     - 1934     GOOD             NGS
 PC0039
 PC0039                          STATION DESCRIPTION
 PC0039
 PC0039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PC0039'IN OAKRIDGE.
 PC0039'1 BLOCK EAST, AND 2 1/2 BLOCKS NORTH OF POST OFFICE, ON THE SIDE OF
 PC0039'STEEP HILL, 45 YARDS NORTHEAST OF CORNER OF WOODEN FENCE, 2 FEET
 PC0039'SOUTHEAST OF ROAD, AND ABOUT ON LINE WITH THE EDGE OF TIMBER.  (THIS
 PC0039'MARK HAS BEEN ENCASED IN CONCRETE).
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1135 ***********************************************************************
 RC1135  DESIGNATION -  1319
 RC1135  PID         -  RC1135
 RC1135  STATE/COUNTY-  OR/WASCO
 RC1135  USGS QUAD   -  DUFUR WEST (1987)
 RC1135
 RC1135                         *CURRENT SURVEY CONTROL
 RC1135  ___________________________________________________________________
 RC1135* NAD 83(1986)-  45 27 04.     (N)    121 07 50.     (W)     SCALED    
 RC1135* NAVD 88     -       403.360  (meters)    1323.36   (feet)  ADJUSTED  
 RC1135  ___________________________________________________________________
 RC1135  GEOID HEIGHT-         -21.20  (meters)                     GEOID03
 RC1135  DYNAMIC HT  -         403.324 (meters)    1323.24  (feet)  COMP
 RC1135  MODELED GRAV-     980,517.2   (mgal)                       NAVD 88
 RC1135
 RC1135  VERT ORDER  -  SECOND    CLASS 0
 RC1135
 RC1135.The horizontal coordinates were scaled from a topographic map and have
 RC1135.an estimated accuracy of +/- 6 seconds.
 RC1135
 RC1135.The orthometric height was determined by differential leveling
 RC1135.and adjusted in June 1991.
 RC1135
 RC1135.The geoid height was determined by GEOID03.
 RC1135
 RC1135.The dynamic height is computed by dividing the NAVD 88
 RC1135.geopotential number by the normal gravity value computed on the
 RC1135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1135.degrees latitude (g = 980.6199 gals.).
 RC1135
 RC1135.The modeled gravity was interpolated from observed gravity values.
 RC1135
 RC1135;                    North         East    Units  Estimated Accuracy
 RC1135;SPC OR N     -   198,480.    2,450,680.      MT  (+/- 180 meters Scaled)
 RC1135
 RC1135                          SUPERSEDED SURVEY CONTROL
 RC1135
 RC1135  NGVD 29 (??/??/92)  402.338  (m)         1320.00   (f) ADJ UNCH    2 0
 RC1135
 RC1135.Superseded values are not recommended for survey control.
 RC1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1135.See file dsdata.txt to determine how the superseded data were derived.
 RC1135
 RC1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR461347(NAD 83)
 RC1135_MARKER: DD = SURVEY DISK
 RC1135_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RC1135_SP_SET: CURB
 RC1135_STAMPING: 1319 1927
 RC1135_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC1135
 RC1135  HISTORY     - Date     Condition        Report By
 RC1135  HISTORY     - 1927     MONUMENTED       ORDT
 RC1135  HISTORY     - 1934     GOOD             NGS
 RC1135  HISTORY     - 1968     GOOD             ORDT
 RC1135
 RC1135                          STATION DESCRIPTION
 RC1135
 RC1135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RC1135'IN DUFUR.
 RC1135'ALONG THE DALLES-CALIFORNIA HIGHWAY, AT MILEAGE 17, 0.1 MILE SOUTH OF
 RC1135'DUFUR POST OFFICE, ON NORTHWEST CORNER OF CONCRETE BRIDGE OVER
 RC1135'FIFTEENMILE CREEK, SET ON CURBING.
 RC1135
 RC1135                          STATION RECOVERY (1968)
 RC1135
 RC1135'RECOVERY NOTE BY OREGON DEPARTMENT OF TRANSPORTATION 1968
 RC1135'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1274 ***********************************************************************
 QD1274  DESIGNATION -  1321
 QD1274  PID         -  QD1274
 QD1274  STATE/COUNTY-  OR/WASCO
 QD1274  USGS QUAD   -  CLARNO (1988)
 QD1274
 QD1274                         *CURRENT SURVEY CONTROL
 QD1274  ___________________________________________________________________
 QD1274* NAD 83(1986)-  44 57 13.     (N)    120 29 17.     (W)     SCALED    
 QD1274* NAVD 88     -       404.441  (meters)    1326.90   (feet)  ADJUSTED  
 QD1274  ___________________________________________________________________
 QD1274  GEOID HEIGHT-         -20.52  (meters)                     GEOID03
 QD1274  DYNAMIC HT  -         404.372 (meters)    1326.68  (feet)  COMP
 QD1274  MODELED GRAV-     980,436.7   (mgal)                       NAVD 88
 QD1274
 QD1274  VERT ORDER  -  SECOND    CLASS 0
 QD1274
 QD1274.The horizontal coordinates were scaled from a topographic map and have
 QD1274.an estimated accuracy of +/- 6 seconds.
 QD1274
 QD1274.The orthometric height was determined by differential leveling
 QD1274.and adjusted in June 1991.
 QD1274
 QD1274.The geoid height was determined by GEOID03.
 QD1274
 QD1274.The dynamic height is computed by dividing the NAVD 88
 QD1274.geopotential number by the normal gravity value computed on the
 QD1274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1274.degrees latitude (g = 980.6199 gals.).
 QD1274
 QD1274.The modeled gravity was interpolated from observed gravity values.
 QD1274
 QD1274;                    North         East    Units  Estimated Accuracy
 QD1274;SPC OR N     -   143,010.    2,500,940.      MT  (+/- 180 meters Scaled)
 QD1274
 QD1274                          SUPERSEDED SURVEY CONTROL
 QD1274
 QD1274  NGVD 29 (??/??/92)  403.361  (m)         1323.36   (f) ADJ UNCH    2 0
 QD1274
 QD1274.Superseded values are not recommended for survey control.
 QD1274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1274.See file dsdata.txt to determine how the superseded data were derived.
 QD1274
 QD1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ981808(NAD 83)
 QD1274_MARKER: DD = SURVEY DISK
 QD1274_SETTING: 80 = SET IN A BOULDER
 QD1274_SP_SET: BOULDER
 QD1274_STAMPING: 1321
 QD1274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD1274+STABILITY: SURFACE MOTION
 QD1274
 QD1274  HISTORY     - Date     Condition        Report By
 QD1274  HISTORY     - UNK      MONUMENTED       USGS
 QD1274  HISTORY     - 1946     GOOD             NGS
 QD1274
 QD1274                          STATION DESCRIPTION
 QD1274
 QD1274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 QD1274'6.1 MI N FROM CLARNO.
 QD1274'ABOUT 6.1 MILES NORTH ALONG A DIRT ROAD WHICH PARALLELS THE JOHN DAY
 QD1274'RIVER FROM THE POST OFFICE AT CLARNO, SET IN THE EAST SLOPE OF A LARGE
 QD1274'BOULDER, ABOUT 0.1 MILE SOUTH OF A RANCHHOUSE, 169 FEET WEST OF THE
 QD1274'EDGE OF THE RIVER, ABOUT 50 FEET ABOVE THE RIVER, 15 FEET NORTHEAST OF
 QD1274'THE CENTER LINE OF THE ROAD, AND 4 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0558 ***********************************************************************
 NZ0558  DESIGNATION -  1323
 NZ0558  PID         -  NZ0558
 NZ0558  STATE/COUNTY-  OR/JOSEPHINE
 NZ0558  USGS QUAD   -  SELMA (1996)
 NZ0558
 NZ0558                         *CURRENT SURVEY CONTROL
 NZ0558  ___________________________________________________________________
 NZ0558* NAD 83(1986)-  42 16 47.     (N)    123 36 58.     (W)     SCALED    
 NZ0558* NAVD 88     -       405.019  (meters)    1328.80   (feet)  ADJUSTED  
 NZ0558  ___________________________________________________________________
 NZ0558  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 NZ0558  DYNAMIC HT  -         404.864 (meters)    1328.29  (feet)  COMP
 NZ0558  MODELED GRAV-     980,228.4   (mgal)                       NAVD 88
 NZ0558
 NZ0558  VERT ORDER  -  FIRST     CLASS II
 NZ0558
 NZ0558.The horizontal coordinates were scaled from a topographic map and have
 NZ0558.an estimated accuracy of +/- 6 seconds.
 NZ0558
 NZ0558.The orthometric height was determined by differential leveling
 NZ0558.and adjusted in June 1991.
 NZ0558
 NZ0558.The geoid height was determined by GEOID03.
 NZ0558
 NZ0558.The dynamic height is computed by dividing the NAVD 88
 NZ0558.geopotential number by the normal gravity value computed on the
 NZ0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0558.degrees latitude (g = 980.6199 gals.).
 NZ0558
 NZ0558.The modeled gravity was interpolated from observed gravity values.
 NZ0558
 NZ0558;                    North         East    Units  Estimated Accuracy
 NZ0558;SPC OR S     -    72,880.    1,243,020.      MT  (+/- 180 meters Scaled)
 NZ0558
 NZ0558                          SUPERSEDED SURVEY CONTROL
 NZ0558
 NZ0558  NGVD 29 (??/??/92)  404.040  (m)         1325.59   (f) ADJ UNCH    1 2
 NZ0558
 NZ0558.Superseded values are not recommended for survey control.
 NZ0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0558.See file dsdata.txt to determine how the superseded data were derived.
 NZ0558
 NZ0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM491810(NAD 83)
 NZ0558_MARKER: P = PIPE CAP
 NZ0558_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NZ0558_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NZ0558_STAMPING: 1324.840 B 1904
 NZ0558_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0558
 NZ0558  HISTORY     - Date     Condition        Report By
 NZ0558  HISTORY     - 1904     MONUMENTED       USGS
 NZ0558  HISTORY     - 1934     GOOD             NGS
 NZ0558  HISTORY     - 1962     POOR             NGS
 NZ0558
 NZ0558                          STATION DESCRIPTION
 NZ0558
 NZ0558'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NZ0558'IN SELMA.
 NZ0558'AT SELMA, JOSEPHINE COUNTY, ACROSS A SIDE ROAD FROM THE POST OFFICE, 5
 NZ0558'FEET NORTH OF THE NORTH DITCH LINE OF THE SIDE ROAD, 44 1/2 FEET WEST
 NZ0558'OF THE REDWOOD HIGHWAY CENTERLINE.  A UNITED STATES GEOLOGICAL SURVEY
 NZ0558'STANDARD CAP STAMPED 1324.840 B 1904 AND RIVETED TO A 3 1/2 INCH IRON
 NZ0558'PIPE CONCRETED IN A TILE PROJECTING 18 INCHES ABOVE THE GROUND.
 NZ0558
 NZ0558                          STATION RECOVERY (1962)
 NZ0558
 NZ0558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 NZ0558'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0350 ***********************************************************************
 RD0350  DESIGNATION -  1327
 RD0350  PID         -  RD0350
 RD0350  STATE/COUNTY-  OR/MULTNOMAH
 RD0350  USGS QUAD   -  MOUNT TABOR (1990)
 RD0350
 RD0350                         *CURRENT SURVEY CONTROL
 RD0350  ___________________________________________________________________
 RD0350* NAD 83(1986)-  45 33 08.     (N)    122 34 42.     (W)     SCALED    
 RD0350* NAVD 88     -        58.129  (meters)     190.71   (feet)  POSTED    
 RD0350  ___________________________________________________________________
 RD0350  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 RD0350  DYNAMIC HT  -          58.130 (meters)     190.71  (feet)  COMP
 RD0350  MODELED GRAV-     980,625.1   (mgal)                       NAVD 88
 RD0350
 RD0350  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 RD0350
 RD0350.The horizontal coordinates were scaled from a topographic map and have
 RD0350.an estimated accuracy of +/- 6 seconds.
 RD0350
 RD0350.The orthometric height was determined by differential leveling
 RD0350.and adjusted by the  in 1992.
 RD0350.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 RD0350.was located on a no-check spur therefore a value was not computed.
 RD0350.No vertical observational check was made to the station.
 RD0350
 RD0350.The geoid height was determined by GEOID03.
 RD0350
 RD0350.The dynamic height is computed by dividing the NAVD 88
 RD0350.geopotential number by the normal gravity value computed on the
 RD0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0350.degrees latitude (g = 980.6199 gals.).
 RD0350
 RD0350.The modeled gravity was interpolated from observed gravity values.
 RD0350
 RD0350;                    North         East    Units  Estimated Accuracy
 RD0350;SPC OR N     -   211,620.    2,337,740.      MT  (+/- 180 meters Scaled)
 RD0350
 RD0350                          SUPERSEDED SURVEY CONTROL
 RD0350
 RD0350  NGVD 29 (??/??/92)   57.056  (m)          187.19   (f) ADJ UNCH    1 2
 RD0350
 RD0350.Superseded values are not recommended for survey control.
 RD0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0350.See file dsdata.txt to determine how the superseded data were derived.
 RD0350
 RD0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER329443(NAD 83)
 RD0350_MARKER: DD = SURVEY DISK
 RD0350_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD0350_SP_SET: CURB
 RD0350_STAMPING: 1327
 RD0350_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0350
 RD0350  HISTORY     - Date     Condition        Report By
 RD0350  HISTORY     - UNK      MONUMENTED
 RD0350  HISTORY     - 1941     GOOD             NGS
 RD0350  HISTORY     - 1987     MARK NOT FOUND   NGS
 RD0350  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RD0350  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 RD0350
 RD0350                          STATION DESCRIPTION
 RD0350
 RD0350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 RD0350'IN PORTLAND.
 RD0350'ABOUT 1.7 MILES NORTH OF MONTAVILLA ON N.E. EIGHTY-SECOND AVENUE.
 RD0350'NORTHWEST CORNER OF INTERSECTION WITH N.E. SANDY BOULEVARD.  IN CURB.
 RD0350
 RD0350                          STATION RECOVERY (1987)
 RD0350
 RD0350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD0350'NOT RECOVERED.  A NEW CURB IS IN PLACE.
 RD0350
 RD0350                          STATION RECOVERY (1988)
 RD0350
 RD0350'RECOVERY NOTE BY US POWER SQUADRON 1988 (KRN)
 RD0350'MARK NOT FOUND.
 RD0350
 RD0350                          STATION RECOVERY (1989)
 RD0350
 RD0350'RECOVERY NOTE BY US POWER SQUADRON 1989 (FV)
 RD0350'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0351 ***********************************************************************
 RD0351  DESIGNATION -  1328
 RD0351  PID         -  RD0351
 RD0351  STATE/COUNTY-  OR/MULTNOMAH
 RD0351  USGS QUAD   -  MOUNT TABOR (1990)
 RD0351
 RD0351                         *CURRENT SURVEY CONTROL
 RD0351  ___________________________________________________________________
 RD0351* NAD 83(1986)-  45 33 18.     (N)    122 34 43.     (W)     SCALED    
 RD0351* NAVD 88     -        41.845  (meters)     137.29   (feet)  POSTED    
 RD0351  ___________________________________________________________________
 RD0351  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 RD0351  DYNAMIC HT  -          41.850 (meters)     137.30  (feet)  COMP
 RD0351  MODELED GRAV-     980,625.7   (mgal)                       NAVD 88
 RD0351
 RD0351  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 RD0351
 RD0351.The horizontal coordinates were scaled from a topographic map and have
 RD0351.an estimated accuracy of +/- 6 seconds.
 RD0351
 RD0351.The orthometric height was determined by differential leveling
 RD0351.and adjusted by the  in 1992.
 RD0351.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 RD0351.was located on a no-check spur therefore a value was not computed.
 RD0351.No vertical observational check was made to the station.
 RD0351
 RD0351.The geoid height was determined by GEOID03.
 RD0351
 RD0351.The dynamic height is computed by dividing the NAVD 88
 RD0351.geopotential number by the normal gravity value computed on the
 RD0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0351.degrees latitude (g = 980.6199 gals.).
 RD0351
 RD0351.The modeled gravity was interpolated from observed gravity values.
 RD0351
 RD0351;                    North         East    Units  Estimated Accuracy
 RD0351;SPC OR N     -   211,920.    2,337,730.      MT  (+/- 180 meters Scaled)
 RD0351
 RD0351                          SUPERSEDED SURVEY CONTROL
 RD0351
 RD0351  NGVD 29 (??/??/92)   40.772  (m)          133.77   (f) ADJ UNCH    1 2
 RD0351
 RD0351.Superseded values are not recommended for survey control.
 RD0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0351.See file dsdata.txt to determine how the superseded data were derived.
 RD0351
 RD0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER328446(NAD 83)
 RD0351_MARKER: DD = SURVEY DISK
 RD0351_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD0351_SP_SET: CURB
 RD0351_STAMPING: 1328
 RD0351_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0351
 RD0351  HISTORY     - Date     Condition        Report By
 RD0351  HISTORY     - UNK      MONUMENTED
 RD0351  HISTORY     - 1941     GOOD             NGS
 RD0351  HISTORY     - 1987     MARK NOT FOUND   NGS
 RD0351  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RD0351  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 RD0351
 RD0351                          STATION DESCRIPTION
 RD0351
 RD0351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 RD0351'IN PORTLAND.
 RD0351'ABOUT 1.8 MILES NORTH OF MONTAVILLA ON N.E. EIGHTY-SECOND AVENUE.
 RD0351'SOUTHWEST CORNER OF INTERSECTION WITH N.E. PRESCOTT STREET.  IN CURB
 RD0351
 RD0351                          STATION RECOVERY (1987)
 RD0351
 RD0351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD0351'NOT RECOVERED.
 RD0351
 RD0351                          STATION RECOVERY (1988)
 RD0351
 RD0351'RECOVERY NOTE BY US POWER SQUADRON 1988 (KRN)
 RD0351'MARK NOT FOUND.
 RD0351
 RD0351                          STATION RECOVERY (1989)
 RD0351
 RD0351'RECOVERY NOTE BY US POWER SQUADRON 1989 (FV)
 RD0351'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0601 ***********************************************************************
 PC0601  DESIGNATION -  133
 PC0601  PID         -  PC0601
 PC0601  STATE/COUNTY-  OR/DOUGLAS
 PC0601  USGS QUAD   -  ELKTON (1990)
 PC0601
 PC0601                         *CURRENT SURVEY CONTROL
 PC0601  ___________________________________________________________________
 PC0601* NAD 83(1986)-  43 39 02.     (N)    123 36 36.     (W)     SCALED    
 PC0601* NAVD 88     -        41.819  (meters)     137.20   (feet)  ADJUSTED  
 PC0601  ___________________________________________________________________
 PC0601  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 PC0601  DYNAMIC HT  -          41.813 (meters)     137.18  (feet)  COMP
 PC0601  MODELED GRAV-     980,485.9   (mgal)                       NAVD 88
 PC0601
 PC0601  VERT ORDER  -  FIRST     CLASS II
 PC0601
 PC0601.The horizontal coordinates were scaled from a topographic map and have
 PC0601.an estimated accuracy of +/- 6 seconds.
 PC0601
 PC0601.The orthometric height was determined by differential leveling
 PC0601.and adjusted in June 1991.
 PC0601
 PC0601.The geoid height was determined by GEOID03.
 PC0601
 PC0601.The dynamic height is computed by dividing the NAVD 88
 PC0601.geopotential number by the normal gravity value computed on the
 PC0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0601.degrees latitude (g = 980.6199 gals.).
 PC0601
 PC0601.The modeled gravity was interpolated from observed gravity values.
 PC0601
 PC0601;                    North         East    Units  Estimated Accuracy
 PC0601;SPC OR S     -   225,040.    1,249,180.      MT  (+/- 180 meters Scaled)
 PC0601
 PC0601                          SUPERSEDED SURVEY CONTROL
 PC0601
 PC0601  NGVD 29 (??/??/92)   40.728  (m)          133.62   (f) ADJ UNCH    1 2
 PC0601
 PC0601.Superseded values are not recommended for survey control.
 PC0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0601.See file dsdata.txt to determine how the superseded data were derived.
 PC0601
 PC0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP508332(NAD 83)
 PC0601_MARKER: DD = SURVEY DISK
 PC0601_SETTING: 80 = SET IN A BOULDER
 PC0601_SP_SET: BOULDER
 PC0601_STAMPING: 133 BB 1919
 PC0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0601+STABILITY: SURFACE MOTION
 PC0601
 PC0601  HISTORY     - Date     Condition        Report By
 PC0601  HISTORY     - 1919     MONUMENTED       USGS
 PC0601  HISTORY     - 1961     MARK NOT FOUND   NGS
 PC0601
 PC0601                          STATION DESCRIPTION
 PC0601
 PC0601'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 PC0601'2.6 MI NW FROM ELKTON.
 PC0601'WAS ABOUT 2.6 MILES NORTHWEST ALONG STATE HIGHWAY 38 FROM ELKTON, AT
 PC0601'THE WEST END OF A LONG TANGENT, EAST OF A SMALL WATER COURSE, ABOUT
 PC0601'250 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 15 FEET EAST OF
 PC0601'A COUNTY ROAD, AND IN THE TOP OF A 4-FOOT BOULDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0530 ***********************************************************************
 RC0530  DESIGNATION -  1334
 RC0530  PID         -  RC0530
 RC0530  STATE/COUNTY-  OR/SHERMAN
 RC0530  USGS QUAD   -  KLONDIKE (1971)
 RC0530
 RC0530                         *CURRENT SURVEY CONTROL
 RC0530  ___________________________________________________________________
 RC0530* NAD 83(1986)-  45 32 22.     (N)    120 37 26.     (W)     SCALED    
 RC0530* NAVD 88     -       407.910  (meters)    1338.28   (feet)  ADJUSTED  
 RC0530  ___________________________________________________________________
 RC0530  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 RC0530  DYNAMIC HT  -         407.871 (meters)    1338.16  (feet)  COMP
 RC0530  MODELED GRAV-     980,509.8   (mgal)                       NAVD 88
 RC0530
 RC0530  VERT ORDER  -  SECOND    CLASS 0
 RC0530
 RC0530.The horizontal coordinates were scaled from a topographic map and have
 RC0530.an estimated accuracy of +/- 6 seconds.
 RC0530
 RC0530.The orthometric height was determined by differential leveling
 RC0530.and adjusted in June 1991.
 RC0530
 RC0530.The geoid height was determined by GEOID03.
 RC0530
 RC0530.The dynamic height is computed by dividing the NAVD 88
 RC0530.geopotential number by the normal gravity value computed on the
 RC0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0530.degrees latitude (g = 980.6199 gals.).
 RC0530
 RC0530.The modeled gravity was interpolated from observed gravity values.
 RC0530
 RC0530;                    North         East    Units  Estimated Accuracy
 RC0530;SPC OR N     -   208,120.    2,490,330.      MT  (+/- 180 meters Scaled)
 RC0530
 RC0530                          SUPERSEDED SURVEY CONTROL
 RC0530
 RC0530  NGVD 29 (??/??/92)  406.910  (m)         1335.00   (f) ADJ UNCH    2 0
 RC0530
 RC0530.Superseded values are not recommended for survey control.
 RC0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0530.See file dsdata.txt to determine how the superseded data were derived.
 RC0530
 RC0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR855456(NAD 83)
 RC0530_MARKER: DD = SURVEY DISK
 RC0530_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RC0530_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RC0530_STAMPING: 1334.010 H 1904
 RC0530_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC0530
 RC0530  HISTORY     - Date     Condition        Report By
 RC0530  HISTORY     - 1904     MONUMENTED       USGS
 RC0530  HISTORY     - 1961     MARK NOT FOUND   NGS
 RC0530
 RC0530                          STATION DESCRIPTION
 RC0530
 RC0530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RC0530'5.1 MI SE FROM WASCO.
 RC0530'WAS AT NISH.  THERE IS NO TOWN OR BUILDINGS HERE NOW.  TO REACH BY
 RC0530'TRUCK FROM THE JUNCTION OF U.S. HIGHWAY 97 AND STATE HIGHWAY 206 IN
 RC0530'WASCO, GO SOUTHEAST ON STATE HIGHWAY 206 FOR 5.0 MILES TO A LARGE
 RC0530'HIGHWAY GRAVEL STOCK PILE ON THE RIGHT, TURN RIGHT, ON THE NORTH SIDE
 RC0530'OF THE GRAVEL PILE, GO WEST AND SOUTH FOR ABOUT 0.1 MILE TO THE TRACKS
 RC0530'OF THE UNION PACIFIC RAILROAD.  THIS WAS NISH.  THE BENCH MARK WAS
 RC0530'ABOUT 203 FEET EAST OF THE CENTER LINE OF A ROAD LEADING NORTH, ABOUT
 RC0530'190 FEET NORTHWEST OF A BUMPER AT THE EAST END OF A SIDING, ABOUT 118
 RC0530'FEET NORTH OF THE CENTER OF THE MAIN TRACKS, AND 98 FEET NORTHEAST OF
 RC0530'THE NORTHEAST CORNER OF A WAREHOUSE.  A STANDARD DISK RIVETED TO THE
 RC0530'TOP OF AN IRON PIPE ENCASED IN CEMENT AND PROJECTING ABOUT 10 INCHES
 RC0530'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1249 ***********************************************************************
 RC1249  DESIGNATION -  1335
 RC1249  PID         -  RC1249
 RC1249  STATE/COUNTY-  OR/CLACKAMAS
 RC1249  USGS QUAD   -  RHODODENDRON (1997)
 RC1249
 RC1249                         *CURRENT SURVEY CONTROL
 RC1249  ___________________________________________________________________
 RC1249* NAD 83(1986)-  45 20 52.     (N)    121 57 49.     (W)     SCALED    
 RC1249* NAVD 88     -       408.607  (meters)    1340.57   (feet)  ADJUSTED  
 RC1249  ___________________________________________________________________
 RC1249  GEOID HEIGHT-         -21.60  (meters)                     GEOID03
 RC1249  DYNAMIC HT  -         408.557 (meters)    1340.41  (feet)  COMP
 RC1249  MODELED GRAV-     980,482.5   (mgal)                       NAVD 88
 RC1249
 RC1249  VERT ORDER  -  SECOND    CLASS 0
 RC1249
 RC1249.The horizontal coordinates were scaled from a topographic map and have
 RC1249.an estimated accuracy of +/- 6 seconds.
 RC1249
 RC1249.The orthometric height was determined by differential leveling
 RC1249.and adjusted in June 1991.
 RC1249
 RC1249.The geoid height was determined by GEOID03.
 RC1249
 RC1249.The dynamic height is computed by dividing the NAVD 88
 RC1249.geopotential number by the normal gravity value computed on the
 RC1249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1249.degrees latitude (g = 980.6199 gals.).
 RC1249
 RC1249.The modeled gravity was interpolated from observed gravity values.
 RC1249
 RC1249;                    North         East    Units  Estimated Accuracy
 RC1249;SPC OR N     -   187,850.    2,385,320.      MT  (+/- 180 meters Scaled)
 RC1249
 RC1249                          SUPERSEDED SURVEY CONTROL
 RC1249
 RC1249  NGVD 29 (??/??/92)  407.546  (m)         1337.09   (f) ADJ UNCH    2 0
 RC1249
 RC1249.Superseded values are not recommended for survey control.
 RC1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1249.See file dsdata.txt to determine how the superseded data were derived.
 RC1249
 RC1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER811221(NAD 83)
 RC1249_MARKER: DD = SURVEY DISK
 RC1249_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RC1249_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RC1249_STAMPING: 1335 1907
 RC1249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC1249
 RC1249  HISTORY     - Date     Condition        Report By
 RC1249  HISTORY     - 1907     MONUMENTED       USGS
 RC1249  HISTORY     - 1947     GOOD             NGS
 RC1249  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 RC1249
 RC1249                          STATION DESCRIPTION
 RC1249
 RC1249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 RC1249'0.5 MI E FROM WEMME.
 RC1249'0.5 MILE EAST ALONG STATE HIGHWAY 50 FROM THE POST OFFICE AT WEMME, IN
 RC1249'FRONT OF DISTRICT NO. 13 SCHOOL, 73 FEET WEST OF THE CENTER LINE OF
 RC1249'WELCH ROAD, 37.4 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 36.2
 RC1249'FEET NORTH OF THE NORTHEAST CORNER OF THE STEPS AT THE MAIN ENTRANCE
 RC1249'TO THE SCHOOL, AND RIVETED ON TOP OF AN IRON PIPE WHICH IS ENCASED IN
 RC1249'CONCRETE AND PROJECTS 0.9 FOOT ABOVE THE GROUND.
 RC1249
 RC1249                          STATION RECOVERY (1985)
 RC1249
 RC1249'RECOVERY NOTE BY US POWER SQUADRON 1985
 RC1249'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0009 ***********************************************************************
 RC0009  DESIGNATION -  1339
 RC0009  PID         -  RC0009
 RC0009  STATE/COUNTY-  OR/GILLIAM
 RC0009  USGS QUAD   -  SHUTLER FLAT (1964)
 RC0009
 RC0009                         *CURRENT SURVEY CONTROL
 RC0009  ___________________________________________________________________
 RC0009* NAD 83(1986)-  45 31 03.     (N)    120 09 55.     (W)     SCALED    
 RC0009* NAVD 88     -       409.106  (meters)    1342.21   (feet)  ADJUSTED  
 RC0009  ___________________________________________________________________
 RC0009  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 RC0009  DYNAMIC HT  -         409.071 (meters)    1342.09  (feet)  COMP
 RC0009  MODELED GRAV-     980,517.5   (mgal)                       NAVD 88
 RC0009
 RC0009  VERT ORDER  -  FIRST     CLASS II
 RC0009
 RC0009.The horizontal coordinates were scaled from a topographic map and have
 RC0009.an estimated accuracy of +/- 6 seconds.
 RC0009
 RC0009.The orthometric height was determined by differential leveling
 RC0009.and adjusted in June 1991.
 RC0009
 RC0009.The geoid height was determined by GEOID03.
 RC0009
 RC0009.The dynamic height is computed by dividing the NAVD 88
 RC0009.geopotential number by the normal gravity value computed on the
 RC0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0009.degrees latitude (g = 980.6199 gals.).
 RC0009
 RC0009.The modeled gravity was interpolated from observed gravity values.
 RC0009
 RC0009;                    North         East    Units  Estimated Accuracy
 RC0009;SPC OR N     -   205,720.    2,526,150.      MT  (+/- 180 meters Scaled)
 RC0009
 RC0009                          SUPERSEDED SURVEY CONTROL
 RC0009
 RC0009  NGVD 29 (??/??/92)  408.073  (m)         1338.82   (f) ADJ UNCH    1 2
 RC0009
 RC0009.Superseded values are not recommended for survey control.
 RC0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0009.See file dsdata.txt to determine how the superseded data were derived.
 RC0009
 RC0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGR213443(NAD 83)
 RC0009_MARKER: P = PIPE CAP
 RC0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC0009_STAMPING: 1338.892 ORE 1913
 RC0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0009+STABILITY: SURFACE MOTION
 RC0009_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RC0009+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2002
 RC0009
 RC0009  HISTORY     - Date     Condition        Report By
 RC0009  HISTORY     - 1913     MONUMENTED       USGS
 RC0009  HISTORY     - 1963     GOOD             NGS
 RC0009  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RC0009  HISTORY     - 20021008 GOOD             CH2M
 RC0009
 RC0009                          STATION DESCRIPTION
 RC0009
 RC0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 RC0009'1.6 MI N FROM OLEX.
 RC0009'1.6 MILES NORTH ALONG STATE HIGHWAY 19 FROM THE OLEX POST OFFICE, 290
 RC0009'FEET EAST OF THE CENTER OF THE HIGHWAY, 250 FEET NORTHEAST OF THE
 RC0009'NORTHEAST CORNER OF AN ELEVATOR, 150 FEET SOUTHEAST OF POWER POLE NO.
 RC0009'535, 24 FEET NORTH OF THE CENTER OF A DIRT ROAD, 9 FEET NORTH OF A
 RC0009'FENCE CORNER AND 1 FOOT WEST OF A WOODEN WITNESS POST.  THE MONUMENT
 RC0009'PROJECTS 6 INCHES.
 RC0009
 RC0009                          STATION RECOVERY (1987)
 RC0009
 RC0009'RECOVERY NOTE BY US POWER SQUADRON 1987 (RCC)
 RC0009'MARK NOT FOUND.
 RC0009
 RC0009                          STATION RECOVERY (2002)
 RC0009
 RC0009'RECOVERY NOTE BY CH2M HILL INCORPORATED 2002 (TA)
 RC0009'1.6 MI NORTH OF OLEX ALONG STATE HWY 19, POINT IS +/- 190 FEET EAST OF
 RC0009'HWY, 140 FEET SOUTHEAST OF POWER POLE NO. 0600015, 259 FEET NORTHEAST
 RC0009'OF THE NORTHEAST CORNER OF A GRAIN ELEVATOR, 145 FEET EAST OF THE
 RC0009'CENTERLINE OF BASELINE RD, 1339 FEET WEST OF NGS STATION HART (PID
 RC0009'RC2501), 22 FEET NORTH OF CENTERLINE OF DIRT RD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0346 ***********************************************************************
 PB0346  DESIGNATION -  135
 PB0346  PID         -  PB0346
 PB0346  STATE/COUNTY-  OR/KLAMATH
 PB0346  USGS QUAD   -  MAZAMA (1967)
 PB0346
 PB0346                         *CURRENT SURVEY CONTROL
 PB0346  ___________________________________________________________________
 PB0346* NAD 83(1986)-  43 03 53.     (N)    121 46 20.     (W)     SCALED    
 PB0346* NAVD 88     -      1427.91   (+/-2cm)    4684.7    (feet)  VERTCON   
 PB0346  ___________________________________________________________________
 PB0346  GEOID HEIGHT-         -21.69  (meters)                     GEOID03
 PB0346  VERT ORDER  -  ? (See Below)
 PB0346
 PB0346.The horizontal coordinates were scaled from a topographic map and have
 PB0346.an estimated accuracy of +/- 6 seconds.
 PB0346
 PB0346.The NAVD 88 height was computed by applying the VERTCON shift value to
 PB0346.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PB0346.The vertical order pertains to the NGVD 29 superseded value.
 PB0346
 PB0346.The geoid height was determined by GEOID03.
 PB0346
 PB0346;                    North         East    Units  Estimated Accuracy
 PB0346;SPC OR S     -   156,090.    1,396,390.      MT  (+/- 180 meters Scaled)
 PB0346
 PB0346                          SUPERSEDED SURVEY CONTROL
 PB0346
 PB0346  NGVD 29 (??/??/92) 1426.632  (m)         4680.54   (f) ADJ UNCH    ?  
 PB0346
 PB0346.Superseded values are not recommended for survey control.
 PB0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0346.See file dsdata.txt to determine how the superseded data were derived.
 PB0346
 PB0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN999687(NAD 83)
 PB0346_MARKER: N = NAIL
 PB0346_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PB0346_SP_SET: PINE TREE
 PB0346_STAMPING: 4681 BM 135
 PB0346_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PB0346
 PB0346  HISTORY     - Date     Condition        Report By
 PB0346  HISTORY     - UNK      MONUMENTED       USGS
 PB0346  HISTORY     - 1934     MARK NOT FOUND   NGS
 PB0346
 PB0346                          STATION DESCRIPTION
 PB0346
 PB0346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PB0346'8 MI N FROM LENZ RANCH.
 PB0346'ABOUT 8 MILES NORTH OF LENZ RANCH, KLAMATH COUNTY, ON THE EAST SIDE OF
 PB0346'THE OLD STAGE ROAD, AND IN THE BASE OF A 24-INCH PINE TREE MARKED WITH
 PB0346'A TRIANGULAR BLAZE AND AN ALUMINUM TAG STAMPED 4681 BM 135.  A NAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0342 ***********************************************************************
 RB0342  DESIGNATION -  1350
 RB0342  PID         -  RB0342
 RB0342  STATE/COUNTY-  OR/UMATILLA
 RB0342  USGS QUAD   -  MC KAY RESERVOIR (1966)
 RB0342
 RB0342                         *CURRENT SURVEY CONTROL
 RB0342  ___________________________________________________________________
 RB0342* NAD 83(1986)-  45 36 27.     (N)    118 47 33.     (W)     SCALED    
 RB0342* NAVD 88     -       412.47   (+/-2cm)    1353.2    (feet)  VERTCON   
 RB0342  ___________________________________________________________________
 RB0342  GEOID HEIGHT-         -20.63  (meters)                     GEOID03
 RB0342  VERT ORDER  -  ? (See Below)
 RB0342
 RB0342.The horizontal coordinates were scaled from a topographic map and have
 RB0342.an estimated accuracy of +/- 6 seconds.
 RB0342
 RB0342.The NAVD 88 height was computed by applying the VERTCON shift value to
 RB0342.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RB0342.The vertical order pertains to the NGVD 29 superseded value.
 RB0342
 RB0342.The geoid height was determined by GEOID03.
 RB0342
 RB0342;                    North         East    Units  Estimated Accuracy
 RB0342;SPC OR N     -   217,080.    2,633,180.      MT  (+/- 180 meters Scaled)
 RB0342
 RB0342                          SUPERSEDED SURVEY CONTROL
 RB0342
 RB0342  NGVD 29 (??/??/92)  411.463  (m)         1349.94   (f) ADJ UNCH    ?  
 RB0342
 RB0342.Superseded values are not recommended for survey control.
 RB0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0342.See file dsdata.txt to determine how the superseded data were derived.
 RB0342
 RB0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL602520(NAD 83)
 RB0342_MARKER: Z = SEE DESCRIPTION
 RB0342_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RB0342_SP_SET: IRON PIPE
 RB0342_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RB0342
 RB0342  HISTORY     - Date     Condition        Report By
 RB0342  HISTORY     - UNK      MONUMENTED       USGS
 RB0342  HISTORY     - 1968     GOOD             NGS
 RB0342
 RB0342                          STATION DESCRIPTION
 RB0342
 RB0342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RB0342'4.3 MI S FROM SOUTH GATE.
 RB0342'4.3 MILES SOUTH ALONG U.S. HIGHWAY 395 FROM STEWARTS SUPER MARKET AT
 RB0342'SOUTH GATE TO A CROSSROAD, THENCE NORTHEAST ALONG A GRAVELED ROAD FOR
 RB0342'0.5 MILE TO THE SOUTHWEST END OF MCKAY DAM, THENCE NORTHEAST ACROSS
 RB0342'THE DAM TO THE NORTHEAST END AND THE BENCH MARK, 80 FEET NORTHEAST OF
 RB0342'THE SPILLWAY GATES, 43 FEET SOUTHWEST OF A NORTHWEST-SOUTHEAST FENCE
 RB0342'LINE AND 5 FEET NORTHWEST OF THE PROLONGATION OF THE DAM PARAPET. THE
 RB0342'TOP OF A 1 AND 1/4-INCH IRON PIPE PROJECTING 18 INCHES ABOVE ITS
 RB0342'CONCRETE PEDESTAL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0423 ***********************************************************************
 RB0423  DESIGNATION -  1358 A
 RB0423  PID         -  RB0423
 RB0423  STATE/COUNTY-  OR/UMATILLA
 RB0423  USGS QUAD   -  CAYUSE (1966)
 RB0423
 RB0423                         *CURRENT SURVEY CONTROL
 RB0423  ___________________________________________________________________
 RB0423* NAD 83(1986)-  45 40 22.     (N)    118 35 37.     (W)     SCALED    
 RB0423* NAVD 88     -       415.139  (meters)    1362.00   (feet)  ADJUSTED  
 RB0423  ___________________________________________________________________
 RB0423  GEOID HEIGHT-         -20.32  (meters)                     GEOID03
 RB0423  DYNAMIC HT  -         415.077 (meters)    1361.80  (feet)  COMP
 RB0423  MODELED GRAV-     980,455.8   (mgal)                       NAVD 88
 RB0423
 RB0423  VERT ORDER  -  FIRST     CLASS II
 RB0423
 RB0423.The horizontal coordinates were scaled from a topographic map and have
 RB0423.an estimated accuracy of +/- 6 seconds.
 RB0423
 RB0423.The orthometric height was determined by differential leveling
 RB0423.and adjusted in June 1991.
 RB0423
 RB0423.The geoid height was determined by GEOID03.
 RB0423
 RB0423.The dynamic height is computed by dividing the NAVD 88
 RB0423.geopotential number by the normal gravity value computed on the
 RB0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0423.degrees latitude (g = 980.6199 gals.).
 RB0423
 RB0423.The modeled gravity was interpolated from observed gravity values.
 RB0423
 RB0423;                    North         East    Units  Estimated Accuracy
 RB0423;SPC OR N     -   224,680.    2,648,520.      MT  (+/- 180 meters Scaled)
 RB0423
 RB0423                          SUPERSEDED SURVEY CONTROL
 RB0423
 RB0423  NGVD 29 (??/??/92)  414.11   (m)         1358.6    (f) COMPUTED    1 2
 RB0423
 RB0423.Superseded values are not recommended for survey control.
 RB0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0423.See file dsdata.txt to determine how the superseded data were derived.
 RB0423
 RB0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL758589(NAD 83)
 RB0423_MARKER: DD = SURVEY DISK
 RB0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0423_STAMPING: 1358.971 A 1904
 RB0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0423+STABILITY: SURFACE MOTION
 RB0423
 RB0423  HISTORY     - Date     Condition        Report By
 RB0423  HISTORY     - 1904     MONUMENTED       USGS
 RB0423  HISTORY     - 1935     GOOD             NGS
 RB0423  HISTORY     - 1951     MARK NOT FOUND   NGS
 RB0423
 RB0423                          STATION DESCRIPTION
 RB0423
 RB0423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 RB0423'0.7 MI E FROM MINTHORN.
 RB0423'0.7 MILE EAST ALONG THE UNION PACIFIC RAILROAD FROM MINTHORN, UMATILLA
 RB0423'COUNTY, AT RAILROAD MILEAGE 225.5, 273 FEET WEST OF THE GATES ACROSS A
 RB0423'PRIVATE ROAD CROSSING, AT THE EAST END OF A SHORT SECTION OF NO CUT
 RB0423'AND NO FILL ROADBED, 24.1 FEET SOUTH OF THE TRACK CENTERLINE. A UNITED
 RB0423'STATES GEOLOGICAL SURVEY STANDARD CAP STAMPED 1358.813 A 1899 AND
 RB0423'RIVETED TO A 3 1/2 INCH IRON PIPE CASED IN CONCRETE AND PROJECTING 8
 RB0423'INCHES ABOVE THE GROUND.
 RB0423
 RB0423                          STATION RECOVERY (1951)
 RB0423
 RB0423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 RB0423'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0815 ***********************************************************************
 RC0815  DESIGNATION -  1363 RESET
 RC0815  PID         -  RC0815
 RC0815  STATE/COUNTY-  OR/WASCO
 RC0815  USGS QUAD   -  DUFUR EAST (1987)
 RC0815
 RC0815                         *CURRENT SURVEY CONTROL
 RC0815  ___________________________________________________________________
 RC0815* NAD 83(1986)-  45 28 35.     (N)    121 07 01.     (W)     SCALED    
 RC0815* NAVD 88     -       422.90   (meters)    1387.5    (feet)  RESET     
 RC0815  ___________________________________________________________________
 RC0815  GEOID HEIGHT-         -21.24  (meters)                     GEOID03
 RC0815  VERT ORDER  -  THIRD
 RC0815
 RC0815.The horizontal coordinates were scaled from a topographic map and have
 RC0815.an estimated accuracy of +/- 6 seconds.
 RC0815
 RC0815.The orthometric height was computed from unverified reset data.
 RC0815.No vertical observational check was made to the station.
 RC0815
 RC0815.The geoid height was determined by GEOID03.
 RC0815
 RC0815;                    North         East    Units  Estimated Accuracy
 RC0815;SPC OR N     -   201,290.    2,451,770.      MT  (+/- 180 meters Scaled)
 RC0815
 RC0815                          SUPERSEDED SURVEY CONTROL
 RC0815
 RC0815.No superseded survey control is available for this station.
 RC0815
 RC0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR471375(NAD 83)
 RC0815_MARKER: DD = SURVEY DISK
 RC0815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC0815_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC0815_STAMPING: 1363 OSHD RESET 1962
 RC0815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0815+STABILITY: SURFACE MOTION
 RC0815
 RC0815  HISTORY     - Date     Condition        Report By
 RC0815  HISTORY     - 1962     MONUMENTED       ORDT
 RC0815
 RC0815                          STATION DESCRIPTION
 RC0815
 RC0815'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1962
 RC0815'2.0 MI NW FROM DUFUR.
 RC0815'THIS MARK CAN BE REACHED FROM THE POST OFFICE AT DUFUR BY GOING
 RC0815'NORTHWEST ON U. S. HIGHWAY 197 FOR ABOUT 2.0 MILES TO A CEMETARY ON
 RC0815'THE LEFT SIDE OF THE HIGHWAY, ABOUT 12 FEET SOUTH OF THE NORTHWEST
 RC0815'CORNER OF THE GRAVE-YARD FENCE, NEAR THE WEST RIGHT OF WAY OF THE
 RC0815'HIGHWAY, AND ABOUT 1 FOOT WEST OF A METAL WITNESS POST, AND SET IN THE
 RC0815'TOP OF A CONCRETE POST THAT IS PROJECTING ABOUT 0.8 FOOT ABOVE THE
 RC0815'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0144 ***********************************************************************
 QE0144  DESIGNATION -  1366
 QE0144  PID         -  QE0144
 QE0144  STATE/COUNTY-  OR/LANE
 QE0144  USGS QUAD   -  MC KENZIE BRIDGE (1989)
 QE0144
 QE0144                         *CURRENT SURVEY CONTROL
 QE0144  ___________________________________________________________________
 QE0144* NAD 83(1986)-  44 10 26.     (N)    122 09 42.     (W)     SCALED    
 QE0144* NAVD 88     -       417.689  (meters)    1370.37   (feet)  POSTED    
 QE0144  ___________________________________________________________________
 QE0144  GEOID HEIGHT-         -22.16  (meters)                     GEOID03
 QE0144  DYNAMIC HT  -         417.570 (meters)    1369.98  (feet)  COMP
 QE0144  MODELED GRAV-     980,330.6   (mgal)                       NAVD 88
 QE0144
 QE0144  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 QE0144
 QE0144.The horizontal coordinates were scaled from a topographic map and have
 QE0144.an estimated accuracy of +/- 6 seconds.
 QE0144
 QE0144.The orthometric height was determined by differential leveling
 QE0144.and adjusted by the  in 1992.
 QE0144.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 QE0144.rate of 1.1 thru 2.0 mm/km.
 QE0144
 QE0144.The geoid height was determined by GEOID03.
 QE0144
 QE0144.The dynamic height is computed by dividing the NAVD 88
 QE0144.geopotential number by the normal gravity value computed on the
 QE0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0144.degrees latitude (g = 980.6199 gals.).
 QE0144
 QE0144.The modeled gravity was interpolated from observed gravity values.
 QE0144
 QE0144;                    North         East    Units  Estimated Accuracy
 QE0144;SPC OR S     -   279,840.    1,367,120.      MT  (+/- 180 meters Scaled)
 QE0144
 QE0144                          SUPERSEDED SURVEY CONTROL
 QE0144
 QE0144  NGVD 29 (??/??/92)  416.539  (m)         1366.60   (f) ADJ UNCH    1 2
 QE0144
 QE0144.Superseded values are not recommended for survey control.
 QE0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0144.See file dsdata.txt to determine how the superseded data were derived.
 QE0144
 QE0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP670915(NAD 83)
 QE0144_MARKER: DD = SURVEY DISK
 QE0144_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QE0144_SP_SET: BRIDGE
 QE0144_STAMPING: 1366 1929
 QE0144_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE0144
 QE0144  HISTORY     - Date     Condition        Report By
 QE0144  HISTORY     - 1929     MONUMENTED       ORDT
 QE0144  HISTORY     - 1930     GOOD             NGS
 QE0144
 QE0144                          STATION DESCRIPTION
 QE0144
 QE0144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1930
 QE0144'IN MCKENZIE BRIDGE.
 QE0144'AT NORTHWEST CORNER OF CONCRETE HIGHWAY BRIDGE OVER MCKENZIE RIVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0771 ***********************************************************************
 NZ0771  DESIGNATION -  1366 B
 NZ0771  PID         -  NZ0771
 NZ0771  STATE/COUNTY-  OR/DOUGLAS
 NZ0771  USGS QUAD   -  GLENDALE (1986)
 NZ0771
 NZ0771                         *CURRENT SURVEY CONTROL
 NZ0771  ___________________________________________________________________
 NZ0771* NAD 83(1986)-  42 44 34.     (N)    123 28 01.     (W)     SCALED    
 NZ0771* NAVD 88     -       418.042  (meters)    1371.53   (feet)  ADJUSTED  
 NZ0771  ___________________________________________________________________
 NZ0771  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 NZ0771  DYNAMIC HT  -         417.909 (meters)    1371.09  (feet)  COMP
 NZ0771  MODELED GRAV-     980,291.6   (mgal)                       NAVD 88
 NZ0771
 NZ0771  VERT ORDER  -  FIRST     CLASS II
 NZ0771
 NZ0771.The horizontal coordinates were scaled from a topographic map and have
 NZ0771.an estimated accuracy of +/- 6 seconds.
 NZ0771
 NZ0771.The orthometric height was determined by differential leveling
 NZ0771.and adjusted in June 1991.
 NZ0771
 NZ0771.The geoid height was determined by GEOID03.
 NZ0771
 NZ0771.The dynamic height is computed by dividing the NAVD 88
 NZ0771.geopotential number by the normal gravity value computed on the
 NZ0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0771.degrees latitude (g = 980.6199 gals.).
 NZ0771
 NZ0771.The modeled gravity was interpolated from observed gravity values.
 NZ0771
 NZ0771;                    North         East    Units  Estimated Accuracy
 NZ0771;SPC OR S     -   123,840.    1,257,140.      MT  (+/- 180 meters Scaled)
 NZ0771
 NZ0771                          SUPERSEDED SURVEY CONTROL
 NZ0771
 NZ0771  NGVD 29 (??/??/92)  417.011  (m)         1368.14   (f) ADJ UNCH    1 2
 NZ0771
 NZ0771.Superseded values are not recommended for survey control.
 NZ0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0771.See file dsdata.txt to determine how the superseded data were derived.
 NZ0771
 NZ0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN617323(NAD 83)
 NZ0771_MARKER: P = PIPE CAP
 NZ0771_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NZ0771_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NZ0771_STAMPING: 1366 B 1903
 NZ0771_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0771
 NZ0771  HISTORY     - Date     Condition        Report By
 NZ0771  HISTORY     - 1903     MONUMENTED       USGS
 NZ0771  HISTORY     - 1954     GOOD             NGS
 NZ0771
 NZ0771                          STATION DESCRIPTION
 NZ0771
 NZ0771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NZ0771'2.6 MI W FROM GLENDALE.
 NZ0771'2.6 MILES WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 NZ0771'STATION AT GLENDALE, AT THE CROSSING OF A PRIVATE ROAD, 40 1/2 FEET
 NZ0771'SOUTH OF THE CENTER LINE OF THE COUNTY ROAD, 25.2 FEET NORTH OF THE
 NZ0771'NORTH RAIL, 20 FEET EAST OF THE CENTER LINE OF THE PRIVATE ROAD, 8 1/2
 NZ0771'FEET SOUTH OF A TELEPHONE POLE, ABOUT 1 1/2 FEET LOWER THAN THE TRACK,
 NZ0771'AND RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE ENCASED IN CONCRETE AND
 NZ0771'PROJECTING 1.0 FOOT ABOVE THE GROUND.  NOTE-- THE CAP IS SLANTING. ROD
 NZ0771'WAS HELD ON THE LETTERS LO OF THE WORD GEOLOGICAL DURING THE 1954
 NZ0771'RELEVELING.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0272 ***********************************************************************
 PA0272  DESIGNATION -  137
 PA0272  PID         -  PA0272
 PA0272  STATE/COUNTY-  OR/GRANT
 PA0272  USGS QUAD   -  TROUT CREEK (1990)
 PA0272
 PA0272                         *CURRENT SURVEY CONTROL
 PA0272  ___________________________________________________________________
 PA0272* NAD 83(1986)-  43 58 54.     (N)    118 55 49.     (W)     SCALED    
 PA0272* NAVD 88     -      1389.640  (meters)    4559.18   (feet)  ADJUSTED  
 PA0272  ___________________________________________________________________
 PA0272  GEOID HEIGHT-         -18.18  (meters)                     GEOID03
 PA0272  DYNAMIC HT  -        1388.984 (meters)    4557.02  (feet)  COMP
 PA0272  MODELED GRAV-     980,098.3   (mgal)                       NAVD 88
 PA0272
 PA0272  VERT ORDER  -  FIRST     CLASS II
 PA0272
 PA0272.The horizontal coordinates were scaled from a topographic map and have
 PA0272.an estimated accuracy of +/- 6 seconds.
 PA0272
 PA0272.The orthometric height was determined by differential leveling
 PA0272.and adjusted in June 1991.
 PA0272
 PA0272.The geoid height was determined by GEOID03.
 PA0272
 PA0272.The dynamic height is computed by dividing the NAVD 88
 PA0272.geopotential number by the normal gravity value computed on the
 PA0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0272.degrees latitude (g = 980.6199 gals.).
 PA0272
 PA0272.The modeled gravity was interpolated from observed gravity values.
 PA0272
 PA0272;                    North         East    Units  Estimated Accuracy
 PA0272;SPC OR N     -    36,230.    2,625,950.      MT  (+/- 180 meters Scaled)
 PA0272
 PA0272                          SUPERSEDED SURVEY CONTROL
 PA0272
 PA0272  NGVD 29 (??/??/92) 1388.404  (m)         4555.12   (f) ADJ UNCH    1 2
 PA0272
 PA0272.Superseded values are not recommended for survey control.
 PA0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0272.See file dsdata.txt to determine how the superseded data were derived.
 PA0272
 PA0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ451716(NAD 83)
 PA0272_MARKER: DD = SURVEY DISK
 PA0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PA0272_STAMPING: 4556 137 35 1929
 PA0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0272+STABILITY: SURFACE MOTION
 PA0272
 PA0272  HISTORY     - Date     Condition        Report By
 PA0272  HISTORY     - 1929     MONUMENTED       BPR
 PA0272  HISTORY     - 1935     GOOD             NGS
 PA0272
 PA0272                          STATION DESCRIPTION
 PA0272
 PA0272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PA0272'3.6 MI S FROM SILVIES.
 PA0272'3.6 MILES SOUTH ALONG THE CANYON CITY-BURNS HIGHWAY FROM SILVIES,
 PA0272'GRANT COUNTY, AT THE NORTH END OF A CURVE, 49 FEET NORTH OF A WOODEN
 PA0272'BRIDGE, 30 FEET EAST OF THE HIGHWAY CENTERLINE, AND ON THE WEST BANK
 PA0272'OF A DITCH, IN THE TOP OF A CONCRETE POST.  A UNITED STATES BUREAU OF
 PA0272'PUBLIC ROADS STANDARD DISK STAMPED 4556 137 35 1929.  NOTE-- 40 FT.
 PA0272'WEST OF 1652+71.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0273 ***********************************************************************
 PA0273  DESIGNATION -  137 RESET
 PA0273  PID         -  PA0273
 PA0273  STATE/COUNTY-  OR/GRANT
 PA0273  USGS QUAD   -  TROUT CREEK (1990)
 PA0273
 PA0273                         *CURRENT SURVEY CONTROL
 PA0273  ___________________________________________________________________
 PA0273* NAD 83(1986)-  43 58 53.     (N)    118 55 49.     (W)     SCALED    
 PA0273* NAVD 88     -      1389.516  (meters)    4558.77   (feet)  ADJUSTED  
 PA0273  ___________________________________________________________________
 PA0273  GEOID HEIGHT-         -18.18  (meters)                     GEOID03
 PA0273  DYNAMIC HT  -        1388.861 (meters)    4556.62  (feet)  COMP
 PA0273  MODELED GRAV-     980,098.3   (mgal)                       NAVD 88
 PA0273
 PA0273  VERT ORDER  -  FIRST     CLASS II
 PA0273
 PA0273.The horizontal coordinates were scaled from a topographic map and have
 PA0273.an estimated accuracy of +/- 6 seconds.
 PA0273
 PA0273.The orthometric height was determined by differential leveling
 PA0273.and adjusted in June 1991.
 PA0273
 PA0273.The geoid height was determined by GEOID03.
 PA0273
 PA0273.The dynamic height is computed by dividing the NAVD 88
 PA0273.geopotential number by the normal gravity value computed on the
 PA0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0273.degrees latitude (g = 980.6199 gals.).
 PA0273
 PA0273.The modeled gravity was interpolated from observed gravity values.
 PA0273
 PA0273;                    North         East    Units  Estimated Accuracy
 PA0273;SPC OR N     -    36,200.    2,625,950.      MT  (+/- 180 meters Scaled)
 PA0273
 PA0273                          SUPERSEDED SURVEY CONTROL
 PA0273
 PA0273.No superseded survey control is available for this station.
 PA0273
 PA0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ451716(NAD 83)
 PA0273_MARKER: DB = BENCH MARK DISK
 PA0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0273_SP_SET: CONCRETE POST
 PA0273_STAMPING: 137 USBPR RESET 1962
 PA0273_MARK LOGO: CGS   
 PA0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0273+STABILITY: SURFACE MOTION
 PA0273
 PA0273  HISTORY     - Date     Condition        Report By
 PA0273  HISTORY     - 1962     MONUMENTED       CGS
 PA0273  HISTORY     - 1962     GOOD             NGS
 PA0273  HISTORY     - 1985     GOOD             NGS
 PA0273
 PA0273                          STATION DESCRIPTION
 PA0273
 PA0273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 PA0273'3.6 MI S FROM SILVIES.
 PA0273'REACHED FROM THE GENERAL STORE AT SILVIES GO SOUTH ON U.S. HIGHWAY 395
 PA0273'FOR 3.6 MILES, JUST PAST THE T-ROAD GOING EAST TO MOUNTAIN CREEK, 2
 PA0273'FEET NORTH OF A FENCE CORNER POST, 77 FEET SOUTH OF THE HIGHWAY SIGN
 PA0273'MOUNTAIN CREEK ROAD, 40 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 PA0273'0.5 FOOT EAST OF THE WEST RIGHT OF WAY FENCE, AND 1-FOOT NORTH OF A
 PA0273'METAL WITNESS POST.  THE TOP OF THE CONCRETE POST IS PROJECTING ABOUT
 PA0273'1-FOOT ABOVE GROUND AND IS ABOUT 2-FEET LOWER THAN THE CENTER LINE OF
 PA0273'THE HIGHWAY.
 PA0273
 PA0273                          STATION RECOVERY (1985)
 PA0273
 PA0273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PA0273'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1134 ***********************************************************************
 RC1134  DESIGNATION -  1376
 RC1134  PID         -  RC1134
 RC1134  STATE/COUNTY-  OR/WASCO
 RC1134  USGS QUAD   -  DUFUR EAST (1987)
 RC1134
 RC1134                         *CURRENT SURVEY CONTROL
 RC1134  ___________________________________________________________________
 RC1134* NAD 83(1986)-  45 27 24.     (N)    121 07 32.     (W)     SCALED    
 RC1134* NAVD 88     -       420.498  (meters)    1379.58   (feet)  ADJUSTED  
 RC1134  ___________________________________________________________________
 RC1134  GEOID HEIGHT-         -21.21  (meters)                     GEOID03
 RC1134  DYNAMIC HT  -         420.464 (meters)    1379.47  (feet)  COMP
 RC1134  MODELED GRAV-     980,521.0   (mgal)                       NAVD 88
 RC1134
 RC1134  VERT ORDER  -  SECOND    CLASS 0
 RC1134
 RC1134.The horizontal coordinates were scaled from a topographic map and have
 RC1134.an estimated accuracy of +/- 6 seconds.
 RC1134
 RC1134.The orthometric height was determined by differential leveling
 RC1134.and adjusted in June 1991.
 RC1134
 RC1134.The geoid height was determined by GEOID03.
 RC1134
 RC1134.The dynamic height is computed by dividing the NAVD 88
 RC1134.geopotential number by the normal gravity value computed on the
 RC1134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1134.degrees latitude (g = 980.6199 gals.).
 RC1134
 RC1134.The modeled gravity was interpolated from observed gravity values.
 RC1134
 RC1134;                    North         East    Units  Estimated Accuracy
 RC1134;SPC OR N     -   199,100.    2,451,080.      MT  (+/- 180 meters Scaled)
 RC1134
 RC1134                          SUPERSEDED SURVEY CONTROL
 RC1134
 RC1134  NGVD 29 (??/??/92)  419.478  (m)         1376.24   (f) ADJ UNCH    2 0
 RC1134
 RC1134.Superseded values are not recommended for survey control.
 RC1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1134.See file dsdata.txt to determine how the superseded data were derived.
 RC1134
 RC1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR465353(NAD 83)
 RC1134_MARKER: Q = CHISELED SQUARE
 RC1134_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RC1134_SP_SET: CULVERT
 RC1134_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC1134
 RC1134  HISTORY     - Date     Condition        Report By
 RC1134  HISTORY     - UNK      MONUMENTED       CGS
 RC1134  HISTORY     - 1934     GOOD             NGS
 RC1134  HISTORY     - 1961     MARK NOT FOUND   NGS
 RC1134
 RC1134                          STATION DESCRIPTION
 RC1134
 RC1134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RC1134'0.6 MI N FROM DUFUR.
 RC1134'0.6 MI NORTH ALONG HIGHWAY, FROM POST OFFICE ALONG THE
 RC1134'DALLES-CALIFORNIA HIGHWAY, 0.55 MI N. OF DUFUR P.O.  190 FT. S. OF
 RC1134'CITY LIMITS SIGN.  DIRECTLY IN FRONT OF DUFUR DISTRICT RANGER STATION,
 RC1134'ON S HEADWALL OF CULVERT.
 RC1134
 RC1134                          STATION RECOVERY (1961)
 RC1134
 RC1134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 RC1134'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0207 ***********************************************************************
 NZ0207  DESIGNATION -  1376 B
 NZ0207  PID         -  NZ0207
 NZ0207  STATE/COUNTY-  OR/JACKSON
 NZ0207  USGS QUAD   -  MEDFORD EAST (1983)
 NZ0207
 NZ0207                         *CURRENT SURVEY CONTROL
 NZ0207  ___________________________________________________________________
 NZ0207* NAD 83(1986)-  42 19 33.     (N)    122 52 22.     (W)     SCALED    
 NZ0207* NAVD 88     -       420.949  (meters)    1381.06   (feet)  ADJUSTED  
 NZ0207  ___________________________________________________________________
 NZ0207  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 NZ0207  DYNAMIC HT  -         420.782 (meters)    1380.52  (feet)  COMP
 NZ0207  MODELED GRAV-     980,213.7   (mgal)                       NAVD 88
 NZ0207
 NZ0207  VERT ORDER  -  FIRST     CLASS II
 NZ0207
 NZ0207.The horizontal coordinates were scaled from a topographic map and have
 NZ0207.an estimated accuracy of +/- 6 seconds.
 NZ0207
 NZ0207.The orthometric height was determined by differential leveling
 NZ0207.and adjusted in June 1991.
 NZ0207.WARNING-Repeat measurements at this control monument indicate possible
 NZ0207.vertical movement.
 NZ0207
 NZ0207.The geoid height was determined by GEOID03.
 NZ0207
 NZ0207.The dynamic height is computed by dividing the NAVD 88
 NZ0207.geopotential number by the normal gravity value computed on the
 NZ0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0207.degrees latitude (g = 980.6199 gals.).
 NZ0207
 NZ0207.The modeled gravity was interpolated from observed gravity values.
 NZ0207
 NZ0207;                    North         East    Units  Estimated Accuracy
 NZ0207;SPC OR S     -    75,990.    1,304,450.      MT  (+/- 180 meters Scaled)
 NZ0207
 NZ0207                          SUPERSEDED SURVEY CONTROL
 NZ0207
 NZ0207  NGVD 29 (??/??/92)  419.929  (m)         1377.72   (f) ADJ UNCH    1 2
 NZ0207
 NZ0207.Superseded values are not recommended for survey control.
 NZ0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0207.See file dsdata.txt to determine how the superseded data were derived.
 NZ0207
 NZ0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM104859(NAD 83)
 NZ0207_MARKER: DD = SURVEY DISK
 NZ0207_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NZ0207_SP_SET: BUILDING
 NZ0207_STAMPING: 1376 B 1903
 NZ0207_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NZ0207
 NZ0207  HISTORY     - Date     Condition        Report By
 NZ0207  HISTORY     - 1903     MONUMENTED       USGS
 NZ0207  HISTORY     - 1954     GOOD             NGS
 NZ0207  HISTORY     - 1987     MARK NOT FOUND   NGS
 NZ0207
 NZ0207                          STATION DESCRIPTION
 NZ0207
 NZ0207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NZ0207'IN MEDFORD.
 NZ0207'AT MEDFORD, AT THE EAST CORNER OF THE INTERSECTION OF SOUTH FRONT AND
 NZ0207'EAST MAIN STREETS, ABOUT 85 YARDS NORTHEAST OF THE SOUTHERN PACIFIC
 NZ0207'COMPANY RAILROAD STATION, AT HOTEL ALLEN, SET VERTICALLY IN THE
 NZ0207'SOUTHWEST CONCRETE WALL OF THE BUILDING, 9.6 FEET SOUTHEAST OF THE
 NZ0207'WEST CORNER OF THE BUILDING, 1.5 FEET SOUTHEAST OF THE SOUTHEAST EDGE
 NZ0207'OF A PLATE GLASS WINDOW, 3.2 FEET ABOVE THE SIDEWALK, AND ABOUT 3 FEET
 NZ0207'HIGHER THAN THE STREET.  NOTE-- THE WALL HAS BEEN RESURFACED WITH
 NZ0207'CEMENT AND THE MARK SET BACK IN THE WALL ABOUT 0.2 FOOT.
 NZ0207
 NZ0207                          STATION RECOVERY (1987)
 NZ0207
 NZ0207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 NZ0207'THE BUILDING HAS BEEN REMODELED AND HAS A WOOD FRONT.  THE MARK MAY
 NZ0207'STILL BE IN PLACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0344 ***********************************************************************
 PB0344  DESIGNATION -  138
 PB0344  PID         -  PB0344
 PB0344  STATE/COUNTY-  OR/KLAMATH
 PB0344  USGS QUAD   -  CHEMULT (1967)
 PB0344
 PB0344                         *CURRENT SURVEY CONTROL
 PB0344  ___________________________________________________________________
 PB0344* NAD 83(1986)-  43 08 43.     (N)    121 47 35.     (W)     SCALED    
 PB0344* NAVD 88     -      1425.11   (+/-2cm)    4675.5    (feet)  VERTCON   
 PB0344  ___________________________________________________________________
 PB0344  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 PB0344  VERT ORDER  -  ? (See Below)
 PB0344
 PB0344.The horizontal coordinates were scaled from a topographic map and have
 PB0344.an estimated accuracy of +/- 6 seconds.
 PB0344
 PB0344.The NAVD 88 height was computed by applying the VERTCON shift value to
 PB0344.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PB0344.The vertical order pertains to the NGVD 29 superseded value.
 PB0344
 PB0344.The geoid height was determined by GEOID03.
 PB0344
 PB0344;                    North         East    Units  Estimated Accuracy
 PB0344;SPC OR S     -   165,060.    1,394,830.      MT  (+/- 180 meters Scaled)
 PB0344
 PB0344                          SUPERSEDED SURVEY CONTROL
 PB0344
 PB0344  NGVD 29 (??/??/92) 1423.818  (m)         4671.31   (f) ADJ UNCH    ?  
 PB0344
 PB0344.Superseded values are not recommended for survey control.
 PB0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0344.See file dsdata.txt to determine how the superseded data were derived.
 PB0344
 PB0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN981776(NAD 83)
 PB0344_MARKER: N = NAIL
 PB0344_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PB0344_SP_SET: LODGE POLE PINE
 PB0344_STAMPING: 4671 138
 PB0344_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PB0344
 PB0344  HISTORY     - Date     Condition        Report By
 PB0344  HISTORY     - UNK      MONUMENTED       USGS
 PB0344  HISTORY     - 1934     GOOD             NGS
 PB0344
 PB0344                          STATION DESCRIPTION
 PB0344
 PB0344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PB0344'1 MI N FROM BEAVER MARSH.
 PB0344'1 MILE NORTH ALONG THE DALLES - CALIFORNIA HIGHWAY FROM BEAVER MARSH,
 PB0344'KLAMATH COUNTY, AT MILEAGE 212.2, 270 FEET SOUTH OF AN 18 INCH PIPE
 PB0344'CULVERT, 370 FEET DUE EAST OF THE HIGHWAY, 10 FEET EAST OF THE OLD
 PB0344'STAGE ROAD, A FORKED 24 INCH LODGE POLE PINE WITH A TRIANGULAR BLAZE
 PB0344'BEARING AN ALUMINUM TAG STAMPED 4671 138 3 FEET BELOW THE BLAZE, A
 PB0344'NAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0348 ***********************************************************************
 RD0348  DESIGNATION -  1380
 RD0348  PID         -  RD0348
 RD0348  STATE/COUNTY-  OR/MULTNOMAH
 RD0348  USGS QUAD   -  MOUNT TABOR (1990)
 RD0348
 RD0348                         *CURRENT SURVEY CONTROL
 RD0348  ___________________________________________________________________
 RD0348* NAD 83(1986)-  45 32 46.     (N)    122 34 43.     (W)     SCALED    
 RD0348* NAVD 88     -        75.308  (meters)     247.07   (feet)  ADJUSTED  
 RD0348  ___________________________________________________________________
 RD0348  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 RD0348  DYNAMIC HT  -          75.308 (meters)     247.07  (feet)  COMP
 RD0348  MODELED GRAV-     980,624.0   (mgal)                       NAVD 88
 RD0348
 RD0348  VERT ORDER  -  FIRST     CLASS II
 RD0348
 RD0348.The horizontal coordinates were scaled from a topographic map and have
 RD0348.an estimated accuracy of +/- 6 seconds.
 RD0348
 RD0348.The orthometric height was determined by differential leveling
 RD0348.and adjusted in June 1991.
 RD0348
 RD0348.The geoid height was determined by GEOID03.
 RD0348
 RD0348.The dynamic height is computed by dividing the NAVD 88
 RD0348.geopotential number by the normal gravity value computed on the
 RD0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0348.degrees latitude (g = 980.6199 gals.).
 RD0348
 RD0348.The modeled gravity was interpolated from observed gravity values.
 RD0348
 RD0348;                    North         East    Units  Estimated Accuracy
 RD0348;SPC OR N     -   210,940.    2,337,700.      MT  (+/- 180 meters Scaled)
 RD0348
 RD0348                          SUPERSEDED SURVEY CONTROL
 RD0348
 RD0348  NGVD 29 (??/??/92)   74.240  (m)          243.57   (f) ADJ UNCH    1 2
 RD0348
 RD0348.Superseded values are not recommended for survey control.
 RD0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0348.See file dsdata.txt to determine how the superseded data were derived.
 RD0348
 RD0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER328437(NAD 83)
 RD0348_MARKER: DD = SURVEY DISK
 RD0348_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RD0348_SP_SET: CURB
 RD0348_STAMPING: 1380
 RD0348_MARK LOGO: OR1650
 RD0348_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0348_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD0348+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2006
 RD0348
 RD0348  HISTORY     - Date     Condition        Report By
 RD0348  HISTORY     - UNK      MONUMENTED
 RD0348  HISTORY     - 1941     GOOD             USPSQD
 RD0348  HISTORY     - 1941     GOOD             NGS
 RD0348  HISTORY     - 1987     GOOD             NGS
 RD0348  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 RD0348  HISTORY     - 20040329 GOOD             USPSQD
 RD0348  HISTORY     - 20060409 GOOD             USPSQD
 RD0348
 RD0348                          STATION DESCRIPTION
 RD0348
 RD0348'DESCRIBED BY US POWER SQUADRON 1941 (KRN)
 RD0348'RECOVERED IN GOOD CONDITION.
 RD0348
 RD0348                          STATION RECOVERY (1941)
 RD0348
 RD0348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 RD0348'IN PORTLAND.
 RD0348'ABOUT 1.3 MILE NORTH OF MONTAVILLA ON N. E. EIGHTY-SECOND AVENUE.
 RD0348'ABOUT 6 FEET NORTH OF NORTH PROPERTY LINE OF N.E. KLICKITAT STREET IN
 RD0348'WEST CURB OF AVENUE.
 RD0348
 RD0348                          STATION RECOVERY (1987)
 RD0348
 RD0348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD0348'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN PORTLAND,
 RD0348'IN THE NORTH PART OF THE CITY, IN THE NORTHWEST CORNER OF THE
 RD0348'INTERSECTION OF 82ND AVENUE AND NORTHEAST KLICKITAT STREET, IN
 RD0348'TOP OF THE WEST CURB OF THE AVENUE, IN FRONT OF A BUS STOP BENCH,
 RD0348'10.5 M (34.4 FT) NORTH OF THE STREET CENTERLINE.  NOTE--THE DISK HAS
 RD0348'BEEN SCRAPED.
 RD0348'THE MARK IS ABOVE LEVEL WITH THE AVENUE.
 RD0348
 RD0348                          STATION RECOVERY (1989)
 RD0348
 RD0348'RECOVERY NOTE BY US POWER SQUADRON 1989 (FV)
 RD0348'MARK NOT FOUND.
 RD0348
 RD0348                          STATION RECOVERY (2004)
 RD0348
 RD0348'RECOVERY NOTE BY US POWER SQUADRON 2004 (RHC)
 RD0348'RECOVERED IN GOOD CONDITION.
 RD0348
 RD0348                          STATION RECOVERY (2006)
 RD0348
 RD0348'RECOVERY NOTE BY US POWER SQUADRON 2006 (RHC)
 RD0348'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0061 ***********************************************************************
 QD0061  DESIGNATION -  1380
 QD0061  PID         -  QD0061
 QD0061  STATE/COUNTY-  OR/WHEELER
 QD0061  USGS QUAD   -  CLARNO (1988)
 QD0061
 QD0061                         *CURRENT SURVEY CONTROL
 QD0061  ___________________________________________________________________
 QD0061* NAD 83(2007)-  44 54 39.48761(N)    120 26 08.25103(W)     ADJUSTED  
 QD0061* NAVD 88     -       421.896  (meters)    1384.17   (feet)  ADJUSTED  
 QD0061  ___________________________________________________________________
 QD0061  EPOCH DATE  -        2007.00
 QD0061  X           -  -2,292,161.130 (meters)                     COMP
 QD0061  Y           -  -3,901,334.224 (meters)                     COMP
 QD0061  Z           -   4,480,630.150 (meters)                     COMP
 QD0061  LAPLACE CORR-           3.22  (seconds)                    DEFLEC99
 QD0061  ELLIP HEIGHT-         401.375 (meters)          (02/10/07) ADJUSTED
 QD0061  GEOID HEIGHT-         -20.51  (meters)                     GEOID03
 QD0061  DYNAMIC HT  -         421.827 (meters)    1383.94  (feet)  COMP
 QD0061
 QD0061  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 QD0061  Type    PID    Designation                      North   East  Ellip
 QD0061  -------------------------------------------------------------------
 QD0061  NETWORK QD0061 1380                              0.67   0.49   2.16
 QD0061  -------------------------------------------------------------------
 QD0061  MODELED GRAV-     980,442.7   (mgal)                       NAVD 88
 QD0061
 QD0061  VERT ORDER  -  FIRST     CLASS II
 QD0061
 QD0061.The horizontal coordinates were established by GPS observations
 QD0061.and adjusted by the National Geodetic Survey in February 2007.
 QD0061
 QD0061.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 QD0061.See www.ngs.noaa.gov/NationalReadjustment for more information.
 QD0061.The horizontal coordinates are valid at the epoch date displayed above.
 QD0061.The epoch date for horizontal control is a decimal equivalence
 QD0061.of Year/Month/Day.
 QD0061
 QD0061.The orthometric height was determined by differential leveling
 QD0061.and adjusted in June 1991.
 QD0061
 QD0061.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QD0061
 QD0061.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD0061
 QD0061.The ellipsoidal height was determined by GPS observations
 QD0061.and is referenced to NAD 83.
 QD0061
 QD0061.The geoid height was determined by GEOID03.
 QD0061
 QD0061.The dynamic height is computed by dividing the NAVD 88
 QD0061.geopotential number by the normal gravity value computed on the
 QD0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0061.degrees latitude (g = 980.6199 gals.).
 QD0061
 QD0061.The modeled gravity was interpolated from observed gravity values.
 QD0061
 QD0061;                    North         East     Units Scale Factor Converg.
 QD0061;SPC OR N     -   138,270.501 2,505,083.112   MT  0.99990465   +0 02 44.4
 QD0061;SPC OR N     -   453,643.38  8,218,776.61   iFT  0.99990465   +0 02 44.4
 QD0061;UTM  10      - 4,976,259.488   702,425.016   MT  1.00010389   +1 48 39.9
 QD0061
 QD0061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD0061!SPC OR N     -   0.99993707  x   0.99990465  =   0.99984173
 QD0061!UTM  10      -   0.99993707  x   1.00010389  =   1.00004096
 QD0061
 QD0061                          SUPERSEDED SURVEY CONTROL
 QD0061
 QD0061  NAD 83(1998)-  44 54 39.48639(N)    120 26 08.25028(W) AD(       ) B
 QD0061  ELLIP H (02/26/02)  401.370  (m)                       GP(       ) 3 2
 QD0061  NAVD 88 (02/26/02)  421.90   (m)         1384.2    (f) LEVELING    3  
 QD0061  NGVD 29 (??/??/92)  420.822  (m)         1380.65   (f) ADJ UNCH    1 2
 QD0061
 QD0061.Superseded values are not recommended for survey control.
 QD0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0061.See file dsdata.txt to determine how the superseded data were derived.
 QD0061
 QD0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGQ0242576259(NAD 83)
 QD0061_MARKER: P = PIPE CAP
 QD0061_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QD0061_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QD0061_STAMPING: 1380 1915 ORE
 QD0061_MARK LOGO: USGS  
 QD0061_PROJECTION: PROJECTING 23 CENTIMETERS
 QD0061_MAGNETIC: N = NO MAGNETIC MATERIAL
 QD0061_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0061_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QD0061+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2000
 QD0061
 QD0061  HISTORY     - Date     Condition        Report By
 QD0061  HISTORY     - 1915     MONUMENTED       USGS
 QD0061  HISTORY     - 1943     GOOD             NGS
 QD0061  HISTORY     - 1977     GOOD             NGS
 QD0061  HISTORY     - 20001010 GOOD             OR-065
 QD0061
 QD0061                          STATION DESCRIPTION
 QD0061
 QD0061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QD0061'2.1 MI E FROM CLARNO.
 QD0061'THIS MARK IS ABOUT 2.1 MILES EAST ALONG THE ANTELOPE-FOSSIL ROAD FROM
 QD0061'CLARNO, WHEELER-WASCO COUNTY, 0.9 MILE WEST OF A RANCH, 9.5 FEET WEST
 QD0061'OF THE WEST END OF A WOODEN GATE, NEAR WEST END OF A FLAT, 48.0 FEET
 QD0061'SOUTH OF THE CENTER LINE OF THE ROAD, 2.0 FEET NORTH OF A EAST- WEST
 QD0061'FENCE, PROJECTING ABOUT 6-INCHES ABOVE THE GROUND, NEAR A WHITE
 QD0061'REFERENCE POST.
 QD0061
 QD0061                          STATION RECOVERY (1977)
 QD0061
 QD0061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 QD0061'RECOVERED IN GOOD CONDITION.
 QD0061
 QD0061                          STATION RECOVERY (2000)
 QD0061
 QD0061'RECOVERY NOTE BY WASCO COUNTY OREGON 2000 (DGI)
 QD0061'THE STATION IS LOCATED ABOUT 27 KM (16.8 MI) EAST OF ANTELOPE, 24 KM
 QD0061'(14.9 MI) SOUTHWEST OF
 QD0061'FOSSIL, 2.9 KM (1.8 MI) EAST OF THE STATE HIGHWAY 218 BRIDGE OVER THE
 QD0061'JOHN DAY RIVER AT
 QD0061'CLARNO, AND 0.16 KM (0.1 MI) EAST OF HIGHWAY MILE POST 25.  OWNERSHIP
 QD0061'- OREGON STATE
 QD0061'DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY.
 QD0061' 
 QD0061'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 293 AND 218
 QD0061'IN ANTELOPE, GO
 QD0061'EAST ON HIGHWAY 218 FOR 24.1 KM (15.0 MI) TO THE BRIDGE OVER THE JOHN
 QD0061'DAY RIVER IN CLARNO.
 QD0061'CONTINUE EAST ON HIGHWAY 218 FOR 2.9 KM (1.8 MI) TO THE STATION ON THE
 QD0061'RIGHT.
 QD0061' 
 QD0061'THE STATION IS A USGS BRONZE DISK ATTACHED TO THE TOP OF A 9 CM STEEL
 QD0061'PIPE PROJECTING 23
 QD0061'CM ABOVE THE GROUND.  IT IS 14.6 M (48.0 FT) SOUTH FROM THE CENTER OF
 QD0061'THE HIGHWAY, 9.1 M
 QD0061'(30.0 FT) EAST FROM A SHRW POST AND PADDLE SIGN, AND 2.1 M (7.0 FT)
 QD0061'NORTH FROM A USBM POST
 QD0061'AND PADDLE SIGN.
 QD0061'
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0343 ***********************************************************************
 PB0343  DESIGNATION -  139
 PB0343  PID         -  PB0343
 PB0343  STATE/COUNTY-  OR/KLAMATH
 PB0343  USGS QUAD   -  CHEMULT (1967)
 PB0343
 PB0343                         *CURRENT SURVEY CONTROL
 PB0343  ___________________________________________________________________
 PB0343* NAD 83(1986)-  43 09 43.     (N)    121 47 17.     (W)     SCALED    
 PB0343* NAVD 88     -      1430.19   (+/-2cm)    4692.2    (feet)  VERTCON   
 PB0343  ___________________________________________________________________
 PB0343  GEOID HEIGHT-         -21.56  (meters)                     GEOID03
 PB0343  VERT ORDER  -  ? (See Below)
 PB0343
 PB0343.The horizontal coordinates were scaled from a topographic map and have
 PB0343.an estimated accuracy of +/- 6 seconds.
 PB0343
 PB0343.The NAVD 88 height was computed by applying the VERTCON shift value to
 PB0343.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PB0343.The vertical order pertains to the NGVD 29 superseded value.
 PB0343
 PB0343.The geoid height was determined by GEOID03.
 PB0343
 PB0343;                    North         East    Units  Estimated Accuracy
 PB0343;SPC OR S     -   166,900.    1,395,260.      MT  (+/- 180 meters Scaled)
 PB0343
 PB0343                          SUPERSEDED SURVEY CONTROL
 PB0343
 PB0343  NGVD 29 (??/??/92) 1428.890  (m)         4687.95   (f) ADJ UNCH    ?  
 PB0343
 PB0343.Superseded values are not recommended for survey control.
 PB0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0343.See file dsdata.txt to determine how the superseded data were derived.
 PB0343
 PB0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN985795(NAD 83)
 PB0343_MARKER: N = NAIL
 PB0343_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PB0343_SP_SET: PINE TREE
 PB0343_STAMPING: 4688
 PB0343_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PB0343
 PB0343  HISTORY     - Date     Condition        Report By
 PB0343  HISTORY     - UNK      MONUMENTED       USGS
 PB0343  HISTORY     - 1934     GOOD             NGS
 PB0343  HISTORY     - 1987     GOOD             USPSQD
 PB0343
 PB0343                          STATION DESCRIPTION
 PB0343
 PB0343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PB0343'2.2 MI N FROM BEAVER MARSH.
 PB0343'2.2 MILES NORTH OF BEAVER MARSH, KLAMATH COUNTY, AT HIGHWAY MILEAGE
 PB0343'211, 600 FEET EAST OF THE DALLES - CALIFORNIA HIGHWAY, 1.4 MILES NORTH
 PB0343'ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM DIAMOND LAKE STATION,
 PB0343'NEAR MILEAGE 499.3, 14 FEET WEST OF THE WEST RIGHT OF WAY FENCE, ON
 PB0343'THE WEST EDGE OF AND ABANDONED ROAD, A 14 INCH PINE TREE WITH A
 PB0343'TRIANGULAR BLAZE SCRIBED 4688, 2.5 FEET BELOW THE BLAZE, THE HEAD OF A
 PB0343'NAIL AND WASHER.
 PB0343
 PB0343                          STATION RECOVERY (1987)
 PB0343
 PB0343'RECOVERY NOTE BY US POWER SQUADRON 1987 (KRN)
 PB0343'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0030 ***********************************************************************
 QE0030  DESIGNATION -  13=F 123
 QE0030  PID         -  QE0030
 QE0030  STATE/COUNTY-  OR/MARION
 QE0030  USGS QUAD   -  DETROIT (1994)
 QE0030
 QE0030                         *CURRENT SURVEY CONTROL
 QE0030  ___________________________________________________________________
 QE0030* NAD 83(1986)-  44 43 00.     (N)    122 09 53.     (W)     SCALED    
 QE0030* NAVD 88     -       437.627  (meters)    1435.78   (feet)  ADJUSTED  
 QE0030  ___________________________________________________________________
 QE0030  GEOID HEIGHT-         -21.93  (meters)                     GEOID03
 QE0030  DYNAMIC HT  -         437.529 (meters)    1435.46  (feet)  COMP
 QE0030  MODELED GRAV-     980,383.5   (mgal)                       NAVD 88
 QE0030
 QE0030  VERT ORDER  -  FIRST     CLASS II
 QE0030
 QE0030.The horizontal coordinates were scaled from a topographic map and have
 QE0030.an estimated accuracy of +/- 6 seconds.
 QE0030
 QE0030.The orthometric height was determined by differential leveling
 QE0030.and adjusted in June 1991.
 QE0030
 QE0030.The geoid height was determined by GEOID03.
 QE0030
 QE0030.The dynamic height is computed by dividing the NAVD 88
 QE0030.geopotential number by the normal gravity value computed on the
 QE0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0030.degrees latitude (g = 980.6199 gals.).
 QE0030
 QE0030.The modeled gravity was interpolated from observed gravity values.
 QE0030
 QE0030;                    North         East    Units  Estimated Accuracy
 QE0030;SPC OR N     -   118,040.    2,368,120.      MT  (+/- 180 meters Scaled)
 QE0030
 QE0030                          SUPERSEDED SURVEY CONTROL
 QE0030
 QE0030  NGVD 29 (??/??/92)  436.530  (m)         1432.18   (f) ADJ UNCH    1 2
 QE0030
 QE0030.Superseded values are not recommended for survey control.
 QE0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0030.See file dsdata.txt to determine how the superseded data were derived.
 QE0030
 QE0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ661518(NAD 83)
 QE0030_MARKER: DD = SURVEY DISK
 QE0030_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QE0030_SP_SET: CONCRETE BASE
 QE0030_STAMPING: F 123 1941
 QE0030_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0030
 QE0030  HISTORY     - Date     Condition        Report By
 QE0030  HISTORY     - 1941     MONUMENTED       USFS
 QE0030  HISTORY     - 1941     GOOD             NGS
 QE0030  HISTORY     - 1955     MARK NOT FOUND   NGS
 QE0030
 QE0030                          STATION DESCRIPTION
 QE0030
 QE0030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QE0030'0.7 MI SW FROM DETROIT.
 QE0030'LOCATED JUST SOUTHWEST OF DETROIT ALONG NORTH SANTIAM HIGHWAY AT
 QE0030'DETROIT RANGER STATION, IN EAST END OF CONCRETE PUMP BASE OF GAS AND
 QE0030'OIL HOUSE, ABOUT 30 FEET SOUTH OF TOOL SHED, SET IN CENTER OF FOREST
 QE0030'SERVICE SHIELD THAT IS CUT AROUND MARK.
 QE0030
 QE0030                          STATION RECOVERY (1955)
 QE0030
 QE0030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 QE0030'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0928 ***********************************************************************
 QE0928  DESIGNATION -  14
 QE0928  PID         -  QE0928
 QE0928  STATE/COUNTY-  OR/LANE
 QE0928  USGS QUAD   -  SPRINGFIELD (1986)
 QE0928
 QE0928                         *CURRENT SURVEY CONTROL
 QE0928  ___________________________________________________________________
 QE0928* NAD 83(1986)-  44 02 44.     (N)    122 57 50.     (W)     SCALED    
 QE0928* NAVD 88     -       147.954  (meters)     485.41   (feet)  ADJUSTED  
 QE0928  ___________________________________________________________________
 QE0928  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 QE0928  DYNAMIC HT  -         147.929 (meters)     485.33  (feet)  COMP
 QE0928  MODELED GRAV-     980,447.7   (mgal)                       NAVD 88
 QE0928
 QE0928  VERT ORDER  -  FIRST     CLASS II
 QE0928
 QE0928.The horizontal coordinates were scaled from a topographic map and have
 QE0928.an estimated accuracy of +/- 6 seconds.
 QE0928
 QE0928.The orthometric height was determined by differential leveling
 QE0928.and adjusted in June 1991.
 QE0928.WARNING-Repeat measurements at this control monument indicate possible
 QE0928.vertical movement.
 QE0928
 QE0928.The geoid height was determined by GEOID03.
 QE0928
 QE0928.The dynamic height is computed by dividing the NAVD 88
 QE0928.geopotential number by the normal gravity value computed on the
 QE0928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0928.degrees latitude (g = 980.6199 gals.).
 QE0928
 QE0928.The modeled gravity was interpolated from observed gravity values.
 QE0928
 QE0928;                    North         East    Units  Estimated Accuracy
 QE0928;SPC OR S     -   267,170.    1,302,560.      MT  (+/- 180 meters Scaled)
 QE0928
 QE0928                          SUPERSEDED SURVEY CONTROL
 QE0928
 QE0928  NGVD 29 (??/??/92)  146.847  (m)          481.78   (f) ADJ UNCH    1 2
 QE0928
 QE0928.Superseded values are not recommended for survey control.
 QE0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0928.See file dsdata.txt to determine how the superseded data were derived.
 QE0928
 QE0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP028769(NAD 83)
 QE0928_MARKER: DD = SURVEY DISK
 QE0928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0928_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0928_STAMPING: 481.1917 14
 QE0928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0928+STABILITY: SURFACE MOTION
 QE0928
 QE0928  HISTORY     - Date     Condition        Report By
 QE0928  HISTORY     - 1917     MONUMENTED       USGS
 QE0928  HISTORY     - 1943     GOOD             NGS
 QE0928  HISTORY     - 1966     MARK NOT FOUND   NGS
 QE0928
 QE0928                          STATION DESCRIPTION
 QE0928
 QE0928'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QE0928'2.8 MI E FROM SPRINGFIELD.
 QE0928'ABOUT 2.8 MILES EAST ALONG U.S. HIGHWAY 28 FROM THE POST OFFICE AT
 QE0928'SPRINGFIELD, LANE COUNTY, ABOUT 100 FEET EAST OF A HIGHWAY SCALE
 QE0928'HOUSE, 15.0 FEET SOUTH OF A EAST-WEST FENCE, 59.0 FEET WEST OF THE
 QE0928'CENTER LINE OF A NORTH-SOUTH CROSS ROAD, 39.0 FEET NORTH OF THE CENTER
 QE0928'LINE OF THE HIGHAY, SET IN THE TOP OF A LARGE CONCRETE POST. 2.0 FEET
 QE0928'SOUTHEAST OF A WHITE REFERENCE POST.
 QE0928
 QE0928                          STATION RECOVERY (1966)
 QE0928
 QE0928'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 QE0928'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0261 ***********************************************************************
 PB0261  DESIGNATION -  14
 PB0261  PID         -  PB0261
 PB0261  STATE/COUNTY-  OR/KLAMATH
 PB0261  USGS QUAD   -  BIG HOLE (1982)
 PB0261
 PB0261                         *CURRENT SURVEY CONTROL
 PB0261  ___________________________________________________________________
 PB0261* NAD 83(1986)-  43 27 18.     (N)    121 22 31.     (W)     SCALED    
 PB0261* NAVD 88     -      1435.016  (meters)    4708.05   (feet)  ADJUSTED  
 PB0261  ___________________________________________________________________
 PB0261  GEOID HEIGHT-         -20.88  (meters)                     GEOID03
 PB0261  DYNAMIC HT  -        1434.259 (meters)    4705.56  (feet)  COMP
 PB0261  MODELED GRAV-     980,041.9   (mgal)                       NAVD 88
 PB0261
 PB0261  VERT ORDER  -  SECOND    CLASS 0
 PB0261
 PB0261.The horizontal coordinates were scaled from a topographic map and have
 PB0261.an estimated accuracy of +/- 6 seconds.
 PB0261
 PB0261.The orthometric height was determined by differential leveling
 PB0261.and adjusted in June 1991.
 PB0261
 PB0261.The geoid height was determined by GEOID03.
 PB0261
 PB0261.The dynamic height is computed by dividing the NAVD 88
 PB0261.geopotential number by the normal gravity value computed on the
 PB0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0261.degrees latitude (g = 980.6199 gals.).
 PB0261
 PB0261.The modeled gravity was interpolated from observed gravity values.
 PB0261
 PB0261;                    North         East    Units  Estimated Accuracy
 PB0261;SPC OR S     -   199,020.    1,429,170.      MT  (+/- 180 meters Scaled)
 PB0261
 PB0261                          SUPERSEDED SURVEY CONTROL
 PB0261
 PB0261  NGVD 29 (??/??/92) 1433.744  (m)         4703.88   (f) ADJ UNCH    2 0
 PB0261
 PB0261.Superseded values are not recommended for survey control.
 PB0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0261.See file dsdata.txt to determine how the superseded data were derived.
 PB0261
 PB0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP314126(NAD 83)
 PB0261_MARKER: DD = SURVEY DISK
 PB0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0261_STAMPING: 4704 14 1929
 PB0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0261+STABILITY: SURFACE MOTION
 PB0261
 PB0261  HISTORY     - Date     Condition        Report By
 PB0261  HISTORY     - 1929     MONUMENTED       BPR
 PB0261  HISTORY     - 1931     GOOD             NGS
 PB0261  HISTORY     - 19860916 MARK NOT FOUND   USPSQD
 PB0261
 PB0261                          STATION DESCRIPTION
 PB0261
 PB0261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 PB0261'18.0 MI SE FROM LAPINE.
 PB0261'IN KLAMATH COUNTY, ABOUT 18.0 MILES SOUTHEAST ALONG THE FREMONT
 PB0261'HIGHWAY (OREGON 31) FROM LAPINE, DESCHUTES COUNTY, AT THE EAST END OF
 PB0261'A CURVE, AND 36 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY.  A
 PB0261'UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK, STAMPED 4704 14
 PB0261'1929 AND SET IN THE TOP OF A CONCRETE POST.
 PB0261
 PB0261                          STATION RECOVERY (1986)
 PB0261
 PB0261'RECOVERY NOTE BY US POWER SQUADRON 1986 (RCC)
 PB0261'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0164 ***********************************************************************
 PB0164  DESIGNATION -  14
 PB0164  PID         -  PB0164
 PB0164  STATE/COUNTY-  OR/DESCHUTES
 PB0164  USGS QUAD   -  HORSE RIDGE (1981)
 PB0164
 PB0164                         *CURRENT SURVEY CONTROL
 PB0164  ___________________________________________________________________
 PB0164* NAD 83(1986)-  43 57 25.     (N)    121 04 08.     (W)     SCALED    
 PB0164* NAVD 88     -      1150.031  (meters)    3773.06   (feet)  ADJUSTED  
 PB0164  ___________________________________________________________________
 PB0164  GEOID HEIGHT-         -20.63  (meters)                     GEOID03
 PB0164  DYNAMIC HT  -        1149.549 (meters)    3771.48  (feet)  COMP
 PB0164  MODELED GRAV-     980,159.9   (mgal)                       NAVD 88
 PB0164
 PB0164  VERT ORDER  -  FIRST     CLASS II
 PB0164
 PB0164.The horizontal coordinates were scaled from a topographic map and have
 PB0164.an estimated accuracy of +/- 6 seconds.
 PB0164
 PB0164.The orthometric height was determined by differential leveling
 PB0164.and adjusted in June 1991.
 PB0164
 PB0164.The geoid height was determined by GEOID03.
 PB0164
 PB0164.The dynamic height is computed by dividing the NAVD 88
 PB0164.geopotential number by the normal gravity value computed on the
 PB0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0164.degrees latitude (g = 980.6199 gals.).
 PB0164
 PB0164.The modeled gravity was interpolated from observed gravity values.
 PB0164
 PB0164;                    North         East    Units  Estimated Accuracy
 PB0164;SPC OR S     -   254,580.    1,454,340.      MT  (+/- 180 meters Scaled)
 PB0164
 PB0164                          SUPERSEDED SURVEY CONTROL
 PB0164
 PB0164  NGVD 29 (??/??/92) 1148.852  (m)         3769.19   (f) ADJ UNCH    1 2
 PB0164
 PB0164.Superseded values are not recommended for survey control.
 PB0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0164.See file dsdata.txt to determine how the superseded data were derived.
 PB0164
 PB0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP549689(NAD 83)
 PB0164_MARKER: DD = SURVEY DISK
 PB0164_SETTING: 66 = SET IN ROCK OUTCROP
 PB0164_SP_SET: ROCK OUTCROP
 PB0164_STAMPING: 14 1929 3770
 PB0164_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PB0164+STABILITY: POSITION/ELEVATION WELL
 PB0164
 PB0164  HISTORY     - Date     Condition        Report By
 PB0164  HISTORY     - 1929     MONUMENTED       ORDT
 PB0164  HISTORY     - 1943     GOOD             NGS
 PB0164
 PB0164                          STATION DESCRIPTION
 PB0164
 PB0164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PB0164'10.3 MI NW FROM MILLICAN.
 PB0164'THIS MARK IS ABOUT 10.3 MILES NORTHWEST ALONG U.S. HIGHWAY 20 FROM THE
 PB0164'POST OFFICE AT MILLICAN, DESCHUTES COUNTY, 0.5 MILE SOUTHEAST OF THE
 PB0164'SUMMIT OF A HILL, ON THE SOUTHEAST SLOPE OF A HILL, IN THE TOP OF A
 PB0164'LAVA ROCK OUTCROP, 107 FEET NORTHEAST OF THE CENTER OF THE HIGHWAY, 4
 PB0164'FEET EAST OF A REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0284 ***********************************************************************
 NZ0284  DESIGNATION -  14
 NZ0284  PID         -  NZ0284
 NZ0284  STATE/COUNTY-  OR/JACKSON
 NZ0284  USGS QUAD   -  TRAIL (1983)
 NZ0284
 NZ0284                         *CURRENT SURVEY CONTROL
 NZ0284  ___________________________________________________________________
 NZ0284* NAD 83(1986)-  42 42 11.     (N)    122 50 25.     (W)     SCALED    
 NZ0284* NAVD 88     -       535.866  (meters)    1758.09   (feet)  ADJUSTED  
 NZ0284  ___________________________________________________________________
 NZ0284  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 NZ0284  DYNAMIC HT  -         535.657 (meters)    1757.40  (feet)  COMP
 NZ0284  MODELED GRAV-     980,213.0   (mgal)                       NAVD 88
 NZ0284
 NZ0284  VERT ORDER  -  SECOND    CLASS 0
 NZ0284
 NZ0284.The horizontal coordinates were scaled from a topographic map and have
 NZ0284.an estimated accuracy of +/- 6 seconds.
 NZ0284
 NZ0284.The orthometric height was determined by differential leveling
 NZ0284.and adjusted in June 1991.
 NZ0284
 NZ0284.The geoid height was determined by GEOID03.
 NZ0284
 NZ0284.The dynamic height is computed by dividing the NAVD 88
 NZ0284.geopotential number by the normal gravity value computed on the
 NZ0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0284.degrees latitude (g = 980.6199 gals.).
 NZ0284
 NZ0284.The modeled gravity was interpolated from observed gravity values.
 NZ0284
 NZ0284;                    North         East    Units  Estimated Accuracy
 NZ0284;SPC OR S     -   117,800.    1,308,290.      MT  (+/- 180 meters Scaled)
 NZ0284
 NZ0284                          SUPERSEDED SURVEY CONTROL
 NZ0284
 NZ0284  NGVD 29 (??/??/92)  534.801  (m)         1754.59   (f) ADJ UNCH    2 0
 NZ0284
 NZ0284.Superseded values are not recommended for survey control.
 NZ0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0284.See file dsdata.txt to determine how the superseded data were derived.
 NZ0284
 NZ0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN130278(NAD 83)
 NZ0284_MARKER: DD = SURVEY DISK
 NZ0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ0284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NZ0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0284+STABILITY: SURFACE MOTION
 NZ0284
 NZ0284  HISTORY     - Date     Condition        Report By
 NZ0284  HISTORY     - UNK      MONUMENTED       BPR
 NZ0284  HISTORY     - 1949     GOOD             NGS
 NZ0284  HISTORY     - 1960     GOOD             NGS
 NZ0284
 NZ0284                          STATION DESCRIPTION
 NZ0284
 NZ0284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 NZ0284'4.6 MI N FROM TRAIL.
 NZ0284'4.6 MILES NORTH ALONG STATE HIGHWAY 227 FROM THE POST OFFICE AT TRAIL,
 NZ0284'AT THE NORTH END OF A CUT, 30 FEET EAST OF THE CENTER LINE OF THE
 NZ0284'HIGHWAY, 18 FEET NORTHWEST OF AN 18-INCH FIR TREE, 10 1/2 FEET
 NZ0284'SOUTHWEST OF A 6-INCH FIR TREE, 3.4 FEET SOUTHEAST OF A WITNESS POST,
 NZ0284'ABOUT 2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 NZ0284'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 NZ0284
 NZ0284                          STATION RECOVERY (1960)
 NZ0284
 NZ0284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 NZ0284'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3601 ***********************************************************************
 RD3601  DESIGNATION -  14
 RD3601  PID         -  RD3601
 RD3601  STATE/COUNTY-  OR/MULTNOMAH
 RD3601  USGS QUAD   -  SAUVIE ISLAND (1990)
 RD3601
 RD3601                         *CURRENT SURVEY CONTROL
 RD3601  ___________________________________________________________________
 RD3601* NAD 83(1991)-  45 38 25.89542(N)    122 46 59.56145(W)     ADJUSTED  
 RD3601* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 RD3601  ___________________________________________________________________
 RD3601  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 RD3601  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 RD3601  HORZ ORDER  -  THIRD
 RD3601
 RD3601.The horizontal coordinates were established by classical geodetic methods
 RD3601.and adjusted by the National Geodetic Survey in October 1991.
 RD3601
 RD3601.The orthometric height was scaled from a topographic map.
 RD3601
 RD3601.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3601
 RD3601.The geoid height was determined by GEOID03.
 RD3601
 RD3601;                    North         East     Units Scale Factor Converg.
 RD3601;SPC OR N     -   221,856.552 2,322,029.490   MT  0.99992847   -1 37 09.2
 RD3601;SPC OR N     -   727,875.83  7,618,206.99   iFT  0.99992847   -1 37 09.2
 RD3601;SPC WA S     -    36,721.471   322,009.153   MT  1.00004927   -1 39 30.7
 RD3601;SPC WA S     -   120,477.03  1,056,458.36   sFT  1.00004927   -1 39 30.7
 RD3601;UTM  10      - 5,054,131.635   516,894.806   MT  0.99960351   +0 09 18.0
 RD3601
 RD3601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3601!SPC OR N     -   1.00000341  x   0.99992847  =   0.99993188
 RD3601!SPC WA S     -   1.00000341  x   1.00004927  =   1.00005268
 RD3601!UTM  10      -   1.00000341  x   0.99960351  =   0.99960692
 RD3601
 RD3601:                Primary Azimuth Mark                     Grid Az
 RD3601:SPC OR N     -  12                                       057 35 24.3
 RD3601:SPC WA S     -  12                                       057 37 45.8
 RD3601:UTM  10      -  12                                       055 48 57.1
 RD3601
 RD3601|---------------------------------------------------------------------|
 RD3601| PID    Reference Object                     Distance      Geod. Az  |
 RD3601|                                                           dddmmss.s |
 RD3601| RD3600 12                                  433.110 METERS 0555815.1 |
 RD3601| RD3585 13                                  447.211 METERS 1255328.5 |
 RD3601| RD3583 13 2                                474.123 METERS 1260152.2 |
 RD3601| RD3584 15                                  484.916 METERS 1564512.4 |
 RD3601| RD3578 16                                  377.833 METERS 23742     |
 RD3601|---------------------------------------------------------------------|
 RD3601
 RD3601                          SUPERSEDED SURVEY CONTROL
 RD3601
 RD3601  NAD 83(1986)-  45 38 25.91464(N)    122 46 59.56308(W) AD(       ) 3
 RD3601  NAD 27      -  45 38 26.49300(N)    122 46 55.19900(W) AD(       ) 3
 RD3601
 RD3601.Superseded values are not recommended for survey control.
 RD3601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3601.See file dsdata.txt to determine how the superseded data were derived.
 RD3601
 RD3601_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1689554132(NAD 83)
 RD3601
 RD3601  HISTORY     - Date     Condition        Report By
 RD3601  HISTORY     - 1899     MONUMENTED       USE
 RD3601  HISTORY     - 1960     SEE DESCRIPTION  CGS
 RD3601  HISTORY     - 19940423 MARK NOT FOUND   USPSQD
 RD3601
 RD3601                          STATION DESCRIPTION
 RD3601
 RD3601'DESCRIBED BY US ENGINEERS 1899
 RD3601'THE STATION IS MARKED BY A PIPE.
 RD3601
 RD3601                          STATION RECOVERY (1960)
 RD3601
 RD3601'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ANS)
 RD3601'STATION WAS MARKED BY A PIPE.  THIS STATION WAS NOT RECOVERED.
 RD3601'
 RD3601'A SEARCH WAS MADE OF THE AREA THE STATION WAS IN, FROM THE
 RD3601'GEOGRAPHIC POSITION.  THE WILLAMETTE RIVER HAS CHANGED AND A LEVEE
 RD3601'HAS BEEN BUILT.
 RD3601'
 RD3601'IT IS QUITE CERTAIN THAT THIS STATION SHOULD BE CONSIDERED LOST.
 RD3601
 RD3601                          STATION RECOVERY (1994)
 RD3601
 RD3601'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD3601'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AI6285 ***********************************************************************
 AI6285  DESIGNATION -  14
 AI6285  PID         -  AI6285
 AI6285  STATE/COUNTY-  OR/BENTON
 AI6285  USGS QUAD   -  CORVALLIS (1986)
 AI6285
 AI6285                         *CURRENT SURVEY CONTROL
 AI6285  ___________________________________________________________________
 AI6285* NAD 83(1986)-  44 34 32.     (N)    123 16 37.     (W)     SCALED    
 AI6285* NAVD 88     -        72.555  (meters)     238.04   (feet)  ADJUSTED  
 AI6285  ___________________________________________________________________
 AI6285  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 AI6285  DYNAMIC HT  -          72.551 (meters)     238.03  (feet)  COMP
 AI6285  MODELED GRAV-     980,560.1   (mgal)                       NAVD 88
 AI6285
 AI6285  VERT ORDER  -  FIRST     CLASS II
 AI6285
 AI6285.The horizontal coordinates were scaled from a topographic map and have
 AI6285.an estimated accuracy of +/- 6 seconds.
 AI6285
 AI6285.The orthometric height was determined by differential leveling
 AI6285.and adjusted in July 2002.
 AI6285.No vertical observational check was made to the station.
 AI6285
 AI6285.The geoid height was determined by GEOID03.
 AI6285
 AI6285.The dynamic height is computed by dividing the NAVD 88
 AI6285.geopotential number by the normal gravity value computed on the
 AI6285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6285.degrees latitude (g = 980.6199 gals.).
 AI6285
 AI6285.The modeled gravity was interpolated from observed gravity values.
 AI6285
 AI6285;                    North         East    Units  Estimated Accuracy
 AI6285;SPC OR N     -   104,790.    2,279,490.      MT  (+/- 180 meters Scaled)
 AI6285
 AI6285                          SUPERSEDED SURVEY CONTROL
 AI6285
 AI6285.No superseded survey control is available for this station.
 AI6285
 AI6285_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ780358(NAD 83)
 AI6285_MARKER: DB = BENCH MARK DISK
 AI6285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6285_STAMPING: 14
 AI6285_MARK LOGO: OR0420
 AI6285_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI6285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6285+STABILITY: SURFACE MOTION
 AI6285_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI6285+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2000
 AI6285
 AI6285  HISTORY     - Date     Condition        Report By
 AI6285  HISTORY     - 2000     MONUMENTED       OR0420
 AI6285  HISTORY     - 20000309 GOOD             NGS
 AI6285
 AI6285                          STATION DESCRIPTION
 AI6285
 AI6285'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 AI6285'IN CORVALLIS, AT THE INTERSECTION OF NORTHWEST 23RD STREET, NORTHWEST
 AI6285'COOLEDGE WAY, AND NORTHWEST FILLMORE AVENUE, 23.1 M (75.8 FT) WEST OF
 AI6285'THE CENTER OF THE STREET, 9.9 M (32.5 FT) SOUTHWEST OF THE CENTER OF
 AI6285'THE WAY, 5.0 M (16.4 FT) NORTH OF THE CENTER OF THE AVENUE, 0.2 M (0.7
 AI6285'FT) ABOVE THE LEVEL OF THE AVENUE, AND THE MONUMENT IS SURROUNDED BY A
 AI6285'CONCRETE SIDEWALK.  NOTE--THE MONUMENT IS ON THE AVENUE RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0618 ***********************************************************************
 NW0618  DESIGNATION -  14 BKC
 NW0618  PID         -  NW0618
 NW0618  STATE/COUNTY-  OR/MALHEUR
 NW0618  USGS QUAD   -  SQUAW FLAT (1980)
 NW0618
 NW0618                         *CURRENT SURVEY CONTROL
 NW0618  ___________________________________________________________________
 NW0618* NAD 83(1986)-  42 36 47.     (N)    117 16 07.     (W)     SCALED    
 NW0618* NAVD 88     -      1401.464  (meters)    4597.97   (feet)  ADJUSTED  
 NW0618  ___________________________________________________________________
 NW0618  GEOID HEIGHT-         -17.51  (meters)                     GEOID03
 NW0618  DYNAMIC HT  -        1400.616 (meters)    4595.19  (feet)  COMP
 NW0618  MODELED GRAV-     979,967.3   (mgal)                       NAVD 88
 NW0618
 NW0618  VERT ORDER  -  SECOND    CLASS 0
 NW0618
 NW0618.The horizontal coordinates were scaled from a topographic map and have
 NW0618.an estimated accuracy of +/- 6 seconds.
 NW0618
 NW0618.The orthometric height was determined by differential leveling
 NW0618.and adjusted in August 1995.
 NW0618
 NW0618.The geoid height was determined by GEOID03.
 NW0618
 NW0618.The dynamic height is computed by dividing the NAVD 88
 NW0618.geopotential number by the normal gravity value computed on the
 NW0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0618.degrees latitude (g = 980.6199 gals.).
 NW0618
 NW0618.The modeled gravity was interpolated from observed gravity values.
 NW0618
 NW0618;                    North         East    Units  Estimated Accuracy
 NW0618;SPC OR S     -   110,240.    1,765,060.      MT  (+/- 180 meters Scaled)
 NW0618
 NW0618                          SUPERSEDED SURVEY CONTROL
 NW0618
 NW0618.No superseded survey control is available for this station.
 NW0618
 NW0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH779178(NAD 83)
 NW0618_MARKER: DB = BENCH MARK DISK
 NW0618_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0618_SP_SET: COPPER-CLAD STEEL ROD
 NW0618_STAMPING: 14 BKC 1973 4594
 NW0618_MARK LOGO: USGS  
 NW0618_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0618_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0618_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0618+SATELLITE: SATELLITE OBSERVATIONS - 1973
 NW0618
 NW0618  HISTORY     - Date     Condition        Report By
 NW0618  HISTORY     - 1973     MONUMENTED       USGS
 NW0618
 NW0618                          STATION DESCRIPTION
 NW0618
 NW0618'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 NW0618'FROM ROME, OREGON PROCEED 28.5 MILES SOUTH AND SOUTHEAST ALONG A
 NW0618'TRACK ROAD, AT A CABIN AND CORRAL AREA, ABOUT 300 FEET SOUTHWEST OF
 NW0618'THE CABIN, 11 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 5 FEET
 NW0618'NORTH OF A FENCE CORNER, SET ON A 5/8-INCH COPPER-COATED ROD DRIVEN
 NW0618'TO REFUSAL (ROD DEPTH UNKNOWN) WITH THE TOP ENCASED IN A 6-INCH
 NW0618'DRAINPIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2695 ***********************************************************************
 QE2695  DESIGNATION -  14 KJO
 QE2695  PID         -  QE2695
 QE2695  STATE/COUNTY-  OR/LINCOLN
 QE2695  USGS QUAD   -  HARLAN (1984)
 QE2695
 QE2695                         *CURRENT SURVEY CONTROL
 QE2695  ___________________________________________________________________
 QE2695* NAD 83(1986)-  44 32 10.     (N)    123 43 59.     (W)     SCALED    
 QE2695* NAVD 88     -       194.409  (meters)     637.82   (feet)  ADJUSTED  
 QE2695  ___________________________________________________________________
 QE2695  GEOID HEIGHT-         -22.32  (meters)                     GEOID03
 QE2695  DYNAMIC HT  -         194.401 (meters)     637.80  (feet)  COMP
 QE2695  MODELED GRAV-     980,571.2   (mgal)                       NAVD 88
 QE2695
 QE2695  VERT ORDER  -  SECOND    CLASS I
 QE2695
 QE2695.The horizontal coordinates were scaled from a topographic map and have
 QE2695.an estimated accuracy of +/- 6 seconds.
 QE2695
 QE2695.The orthometric height was determined by differential leveling
 QE2695.and adjusted in August 1995.
 QE2695
 QE2695.The geoid height was determined by GEOID03.
 QE2695
 QE2695.The dynamic height is computed by dividing the NAVD 88
 QE2695.geopotential number by the normal gravity value computed on the
 QE2695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE2695.degrees latitude (g = 980.6199 gals.).
 QE2695
 QE2695.The modeled gravity was interpolated from observed gravity values.
 QE2695
 QE2695;                    North         East    Units  Estimated Accuracy
 QE2695;SPC OR N     -   101,760.    2,243,120.      MT  (+/- 180 meters Scaled)
 QE2695
 QE2695                          SUPERSEDED SURVEY CONTROL
 QE2695
 QE2695.No superseded survey control is available for this station.
 QE2695
 QE2695_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ417316(NAD 83)
 QE2695_MARKER: DB = BENCH MARK DISK
 QE2695_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QE2695_SP_SET: COPPER-CLAD STEEL ROD
 QE2695_STAMPING: 14 KJO 1979 193
 QE2695_MARK LOGO: USGS  
 QE2695_PROJECTION: PROJECTING 8 CENTIMETERS
 QE2695_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE2695_ROD/PIPE-DEPTH: 13.4 meters
 QE2695
 QE2695  HISTORY     - Date     Condition        Report By
 QE2695  HISTORY     - 1979     MONUMENTED       USGS
 QE2695
 QE2695                          STATION DESCRIPTION
 QE2695
 QE2695'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 QE2695'3.8 KM (2.35 MI) SW FROM HARLAN.
 QE2695'HARLAN, 2.34 MI SW OF.  88 FT E OF SOUTHERN END OF 15-INCH DIAMETER
 QE2695'CORRUGATED STEEL CULVERT, 44 FT S OF CENTERLINE OF RD, 11 FT E OF
 QE2695'13-INCH DIAMETER FIR TREE, 9 FT N OF 12-INCH DIAMETER FIR TREE.
 QE2695'THE MARK IS 4 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0785 ***********************************************************************
 PA0785  DESIGNATION -  14 LRC
 PA0785  PID         -  PA0785
 PA0785  STATE/COUNTY-  OR/HARNEY
 PA0785  USGS QUAD   -  GOOSE EGG BUTTE (1984)
 PA0785
 PA0785                         *CURRENT SURVEY CONTROL
 PA0785  ___________________________________________________________________
 PA0785* NAD 83(1986)-  43 08 18.     (N)    119 44 51.     (W)     SCALED    
 PA0785* NAVD 88     -      1435.519  (meters)    4709.70   (feet)  ADJUSTED  
 PA0785  ___________________________________________________________________
 PA0785  GEOID HEIGHT-         -19.76  (meters)                     GEOID03
 PA0785  DYNAMIC HT  -        1434.717 (meters)    4707.07  (feet)  COMP
 PA0785  MODELED GRAV-     980,010.9   (mgal)                       NAVD 88
 PA0785
 PA0785  VERT ORDER  -  SECOND    CLASS 0
 PA0785
 PA0785.The horizontal coordinates were scaled from a topographic map and have
 PA0785.an estimated accuracy of +/- 6 seconds.
 PA0785
 PA0785.The orthometric height was determined by differential leveling
 PA0785.and adjusted in August 1995.
 PA0785
 PA0785.The geoid height was determined by GEOID03.
 PA0785
 PA0785.The dynamic height is computed by dividing the NAVD 88
 PA0785.geopotential number by the normal gravity value computed on the
 PA0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0785.degrees latitude (g = 980.6199 gals.).
 PA0785
 PA0785.The modeled gravity was interpolated from observed gravity values.
 PA0785
 PA0785;                    North         East    Units  Estimated Accuracy
 PA0785;SPC OR S     -   163,750.    1,561,210.      MT  (+/- 180 meters Scaled)
 PA0785
 PA0785                          SUPERSEDED SURVEY CONTROL
 PA0785
 PA0785.No superseded survey control is available for this station.
 PA0785
 PA0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKH765798(NAD 83)
 PA0785_MARKER: DB = BENCH MARK DISK
 PA0785_SETTING: 0 = UNSPECIFIED SETTING
 PA0785_STAMPING: 14 LRC 1970 4706
 PA0785_MARK LOGO: USGS  
 PA0785_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PA0785_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PA0785
 PA0785  HISTORY     - Date     Condition        Report By
 PA0785  HISTORY     - 1970     MONUMENTED       USGS
 PA0785
 PA0785                          STATION DESCRIPTION
 PA0785
 PA0785'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 PA0785'FROM WAGONTIRE, OREGON, PROCEED 4.5 MILES SOUTHWEST ALONG U S HIGHWAY
 PA0785'395 TO DRY VALLEY ROAD, THENCE 10.1 MILES SOUTH ALONG DRY VALLEY ROAD
 PA0785'TO THE TOP OF A LOW RISE, EAST OF A SWALE, ABOUT 2.5 MILES NORTH OF
 PA0785'DRY VALLEY RANCH HOUSE, 45 FEET NORTHEAST OF THE CENTERLINE OF THE
 PA0785'ROAD, 5 FEET WEST OF A WITNESS POST, IN A CONCRETE FORMATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0857 ***********************************************************************
 PB0857  DESIGNATION -  14 PSM
 PB0857  PID         -  PB0857
 PB0857  STATE/COUNTY-  OR/LAKE
 PB0857  USGS QUAD   -  WALKER BUTTE (1983)
 PB0857
 PB0857                         *CURRENT SURVEY CONTROL
 PB0857  ___________________________________________________________________
 PB0857* NAD 83(1986)-  43 35 26.     (N)    120 41 22.     (W)     SCALED    
 PB0857* NAVD 88     -      1466.854  (meters)    4812.50   (feet)  ADJUSTED  
 PB0857  ___________________________________________________________________
 PB0857  GEOID HEIGHT-         -20.16  (meters)                     GEOID03
 PB0857  DYNAMIC HT  -        1466.094 (meters)    4810.01  (feet)  COMP
 PB0857  MODELED GRAV-     980,049.6   (mgal)                       NAVD 88
 PB0857
 PB0857  VERT ORDER  -  THIRD
 PB0857
 PB0857.The horizontal coordinates were scaled from a topographic map and have
 PB0857.an estimated accuracy of +/- 6 seconds.
 PB0857
 PB0857.The orthometric height was determined by differential leveling
 PB0857.and adjusted in August 1995.
 PB0857
 PB0857.The geoid height was determined by GEOID03.
 PB0857
 PB0857.The dynamic height is computed by dividing the NAVD 88
 PB0857.geopotential number by the normal gravity value computed on the
 PB0857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0857.degrees latitude (g = 980.6199 gals.).
 PB0857
 PB0857.The modeled gravity was interpolated from observed gravity values.
 PB0857
 PB0857;                    North         East    Units  Estimated Accuracy
 PB0857;SPC OR S     -   213,730.    1,484,700.      MT  (+/- 180 meters Scaled)
 PB0857
 PB0857                          SUPERSEDED SURVEY CONTROL
 PB0857
 PB0857.No superseded survey control is available for this station.
 PB0857
 PB0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP865289(NAD 83)
 PB0857_MARKER: DB = BENCH MARK DISK
 PB0857_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PB0857+WITH SETTING: INFORMATION.
 PB0857_SP_SET: SHALLOW-SET METAL ROD
 PB0857_STAMPING: 14 PSM 1978 4809
 PB0857_MARK LOGO: USGS  
 PB0857_PROJECTION: PROJECTING 8 CENTIMETERS
 PB0857_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PB0857_ROD/PIPE-DEPTH: 2.74 meters
 PB0857
 PB0857  HISTORY     - Date     Condition        Report By
 PB0857  HISTORY     - 1978     MONUMENTED       USGS
 PB0857
 PB0857                          STATION DESCRIPTION
 PB0857
 PB0857'DESCRIBED BY US GEOLOGICAL SURVEY 1978
 PB0857'52.8 KM (32.80 MI) NORTH FROM CHRISTMAS VALLEY.
 PB0857'CHRISTMAS VALLEY PO, 2.0 MI E OF, THENCE 30.8 MI N ALONG MILLICAN RD.
 PB0857'IN SEC 9 T23S R17E, 86 FT N OF T-RD E, 49 FT E OF MAIN RD, 14 FT E OF
 PB0857'JUNIPER TREE, 2 FT E OF CAIRN, ROD DRIVEN TO REFUSAL, ENCASED IN
 PB0857'GREEN PLASTIC PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0690 ***********************************************************************
 NW0690  DESIGNATION -  14 RTV
 NW0690  PID         -  NW0690
 NW0690  STATE/COUNTY-  OR/MALHEUR
 NW0690  USGS QUAD   -  JACKSON SUMMIT (1982)
 NW0690
 NW0690                         *CURRENT SURVEY CONTROL
 NW0690  ___________________________________________________________________
 NW0690* NAD 83(1986)-  42 13 13.     (N)    117 38 32.     (W)     SCALED    
 NW0690* NAVD 88     -      1905.080  (meters)    6250.25   (feet)  ADJUSTED  
 NW0690  ___________________________________________________________________
 NW0690  GEOID HEIGHT-         -18.06  (meters)                     GEOID03
 NW0690  DYNAMIC HT  -        1903.703 (meters)    6245.73  (feet)  COMP
 NW0690  MODELED GRAV-     979,830.4   (mgal)                       NAVD 88
 NW0690
 NW0690  VERT ORDER  -  SECOND    CLASS 0
 NW0690
 NW0690.The horizontal coordinates were scaled from a topographic map and have
 NW0690.an estimated accuracy of +/- 6 seconds.
 NW0690
 NW0690.The orthometric height was determined by differential leveling
 NW0690.and adjusted in August 1995.
 NW0690
 NW0690.The geoid height was determined by GEOID03.
 NW0690
 NW0690.The dynamic height is computed by dividing the NAVD 88
 NW0690.geopotential number by the normal gravity value computed on the
 NW0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0690.degrees latitude (g = 980.6199 gals.).
 NW0690
 NW0690.The modeled gravity was interpolated from observed gravity values.
 NW0690
 NW0690;                    North         East    Units  Estimated Accuracy
 NW0690;SPC OR S     -    65,520.    1,735,910.      MT  (+/- 180 meters Scaled)
 NW0690
 NW0690                          SUPERSEDED SURVEY CONTROL
 NW0690
 NW0690.No superseded survey control is available for this station.
 NW0690
 NW0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG469744(NAD 83)
 NW0690_MARKER: DB = BENCH MARK DISK
 NW0690_SETTING: 66 = SET IN ROCK OUTCROP
 NW0690_SP_SET: BEDROCK
 NW0690_STAMPING: 14 RTV 1979
 NW0690_MARK LOGO: USGS  
 NW0690_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0690_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0690+STABILITY: POSITION/ELEVATION WELL
 NW0690
 NW0690  HISTORY     - Date     Condition        Report By
 NW0690  HISTORY     - 1979     MONUMENTED       USGS
 NW0690
 NW0690                          STATION DESCRIPTION
 NW0690
 NW0690'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 NW0690'FROM THE MCDERMITT, NEVADA POST OFFICE, PROCEED 15.3 MILES NORTH
 NW0690'ALONG U S HIGHWAY 95, THENCE 9.2 MILES EAST, 200 FEET SOUTHWEST OF A
 NW0690'Y-ROAD, 88 FEET EAST OF THE CENTERLINE OF THE ROAD, 62 FEET FROM AN
 NW0690'ABANDONED ROAD, SET ON 1.5 FEET OF COPPER-COATED ROD CEMENTED IN
 NW0690'EXPOSED BEDROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0050 ***********************************************************************
 QE0050  DESIGNATION -  14 S
 QE0050  PID         -  QE0050
 QE0050  STATE/COUNTY-  OR/MARION
 QE0050  USGS QUAD   -  MOTHER LODE MOUNTAIN (1994)
 QE0050
 QE0050                         *CURRENT SURVEY CONTROL
 QE0050  ___________________________________________________________________
 QE0050* NAD 83(1986)-  44 46 19.     (N)    122 04 31.     (W)     SCALED    
 QE0050* NAVD 88     -       549.320  (meters)    1802.23   (feet)  ADJUSTED  
 QE0050  ___________________________________________________________________
 QE0050  GEOID HEIGHT-         -21.66  (meters)                     GEOID03
 QE0050  DYNAMIC HT  -         549.208 (meters)    1801.86  (feet)  COMP
 QE0050  MODELED GRAV-     980,396.8   (mgal)                       NAVD 88
 QE0050
 QE0050  VERT ORDER  -  SECOND    CLASS 0
 QE0050
 QE0050.The horizontal coordinates were scaled from a topographic map and have
 QE0050.an estimated accuracy of +/- 6 seconds.
 QE0050
 QE0050.The orthometric height was determined by differential leveling
 QE0050.and adjusted in June 1991.
 QE0050.WARNING-Repeat measurements at this control monument indicate possible
 QE0050.vertical movement.
 QE0050
 QE0050.The geoid height was determined by GEOID03.
 QE0050
 QE0050.The dynamic height is computed by dividing the NAVD 88
 QE0050.geopotential number by the normal gravity value computed on the
 QE0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0050.degrees latitude (g = 980.6199 gals.).
 QE0050
 QE0050.The modeled gravity was interpolated from observed gravity values.
 QE0050
 QE0050;                    North         East    Units  Estimated Accuracy
 QE0050;SPC OR N     -   124,040.    2,375,320.      MT  (+/- 180 meters Scaled)
 QE0050
 QE0050                          SUPERSEDED SURVEY CONTROL
 QE0050
 QE0050  NGVD 29 (??/??/92)  548.228  (m)         1798.64   (f) ADJ UNCH    2 0
 QE0050
 QE0050.Superseded values are not recommended for survey control.
 QE0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0050.See file dsdata.txt to determine how the superseded data were derived.
 QE0050
 QE0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ731580(NAD 83)
 QE0050_MARKER: DD = SURVEY DISK
 QE0050_SETTING: 80 = SET IN A BOULDER
 QE0050_SP_SET: BOULDER
 QE0050_STAMPING: 14 S 1925
 QE0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0050+STABILITY: SURFACE MOTION
 QE0050
 QE0050  HISTORY     - Date     Condition        Report By
 QE0050  HISTORY     - 1925     MONUMENTED       USGS
 QE0050  HISTORY     - 1943     GOOD             NGS
 QE0050  HISTORY     - 19950927 MARK NOT FOUND   NGS
 QE0050
 QE0050                          STATION DESCRIPTION
 QE0050
 QE0050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QE0050'5.8 MI SW FROM BREITENBUSH HOT SPRINGS.
 QE0050'ABOUT 5.8 MILES SOUTHWEST ALONG THE BREITENBUSH ROAD FROM BREITENBUSH
 QE0050'HOT SPRINGS, MARION COUNTY, 6.0 MILES NORTHEAST OF DETROIT, SET IN THE
 QE0050'TOP OF A LARGE BOULDER ON THE NORTHWEST EDGE OF HUMBUG CREEK, DIRECTLY
 QE0050'UNDER THE NORTHEAST EDGE AND NEAR THE CENTER OF THE WOODEN BRIDGE OVER
 QE0050'THE CREEK, ABOUT 20 FEET BELOW THE ROAD LEVEL.
 QE0050
 QE0050                          STATION RECOVERY (1995)
 QE0050
 QE0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (LLR)
 QE0050'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0371 ***********************************************************************
 NX0371  DESIGNATION -  14 STR
 NX0371  PID         -  NX0371
 NX0371  STATE/COUNTY-  OR/MALHEUR
 NX0371  USGS QUAD   -  JOHNNY CREEK SW (1981)
 NX0371
 NX0371                         *CURRENT SURVEY CONTROL
 NX0371  ___________________________________________________________________
 NX0371* NAD 83(1986)-  42 45 43.     (N)    118 09 30.     (W)     SCALED    
 NX0371* NAVD 88     -      1334.575  (meters)    4378.52   (feet)  ADJUSTED  
 NX0371  ___________________________________________________________________
 NX0371  GEOID HEIGHT-         -18.53  (meters)                     GEOID03
 NX0371  DYNAMIC HT  -        1333.833 (meters)    4376.08  (feet)  COMP
 NX0371  MODELED GRAV-     980,017.5   (mgal)                       NAVD 88
 NX0371
 NX0371  VERT ORDER  -  SECOND    CLASS 0
 NX0371
 NX0371.The horizontal coordinates were scaled from a topographic map and have
 NX0371.an estimated accuracy of +/- 6 seconds.
 NX0371
 NX0371.The orthometric height was determined by differential leveling
 NX0371.and adjusted in August 1995.
 NX0371
 NX0371.The geoid height was determined by GEOID03.
 NX0371
 NX0371.The dynamic height is computed by dividing the NAVD 88
 NX0371.geopotential number by the normal gravity value computed on the
 NX0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0371.degrees latitude (g = 980.6199 gals.).
 NX0371
 NX0371.The modeled gravity was interpolated from observed gravity values.
 NX0371
 NX0371;                    North         East    Units  Estimated Accuracy
 NX0371;SPC OR S     -   124,350.    1,691,640.      MT  (+/- 180 meters Scaled)
 NX0371
 NX0371                          SUPERSEDED SURVEY CONTROL
 NX0371
 NX0371.No superseded survey control is available for this station.
 NX0371
 NX0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH052350(NAD 83)
 NX0371_MARKER: DB = BENCH MARK DISK
 NX0371_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NX0371+WITH SETTING: INFORMATION.
 NX0371_SP_SET: SHALLOW-SET METAL ROD
 NX0371_STAMPING: 14 STR 1975 4375
 NX0371_MARK LOGO: USGS  
 NX0371_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NX0371
 NX0371  HISTORY     - Date     Condition        Report By
 NX0371  HISTORY     - 1975     MONUMENTED       USGS
 NX0371
 NX0371                          STATION DESCRIPTION
 NX0371
 NX0371'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 NX0371'39.4 KM (24.50 MI) WSW FROM BURNS JUNCTION.
 NX0371'BURNS JCT, 6.5 MI S OF, ALONG US HWY 95, THENCE 1.3 MI SW ALONG
 NX0371'GRADED RD TO GATE, THENCE 1.95 MI N AND W ALONG TRACK RD TO Y-RD,
 NX0371'THENCE 5.3 MI W TO Y-RD, THENCE 8.2 MI W TO JCT AT WILDCAT WELL NO.
 NX0371'2, THENCE 1.2 MI W TO TOP OF SMALL RIDGE.  40 FT NE OF CENTERLINE OF
 NX0371'RD.  SET ON COPPER-COATED STEEL ROD OF UNRECORDED DEPTH, PROJECTING
 NX0371'0.3 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0885 ***********************************************************************
 RC0885  DESIGNATION -  140
 RC0885  PID         -  RC0885
 RC0885  STATE/COUNTY-  OR/WASCO
 RC0885  USGS QUAD   -  PETERSBURG (1994)
 RC0885
 RC0885                         *CURRENT SURVEY CONTROL
 RC0885  ___________________________________________________________________
 RC0885* NAD 83(1986)-  45 36 39.     (N)    121 07 19.     (W)     SCALED    
 RC0885* NAVD 88     -        43.944  (meters)     144.17   (feet)  ADJUSTED  
 RC0885  ___________________________________________________________________
 RC0885  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 RC0885  DYNAMIC HT  -          43.944 (meters)     144.17  (feet)  COMP
 RC0885  MODELED GRAV-     980,601.0   (mgal)                       NAVD 88
 RC0885
 RC0885  VERT ORDER  -  FIRST     CLASS I
 RC0885
 RC0885.The horizontal coordinates were scaled from a topographic map and have
 RC0885.an estimated accuracy of +/- 6 seconds.
 RC0885
 RC0885.The orthometric height was determined by differential leveling
 RC0885.and adjusted in June 1991.
 RC0885.WARNING-Repeat measurements at this control monument indicate possible
 RC0885.vertical movement.
 RC0885
 RC0885.The geoid height was determined by GEOID03.
 RC0885
 RC0885.The dynamic height is computed by dividing the NAVD 88
 RC0885.geopotential number by the normal gravity value computed on the
 RC0885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0885.degrees latitude (g = 980.6199 gals.).
 RC0885
 RC0885.The modeled gravity was interpolated from observed gravity values.
 RC0885
 RC0885;                    North         East    Units  Estimated Accuracy
 RC0885;SPC OR N     -   216,230.    2,451,490.      MT  (+/- 180 meters Scaled)
 RC0885
 RC0885                          SUPERSEDED SURVEY CONTROL
 RC0885
 RC0885  NGVD 29 (??/??/92)   42.944  (m)          140.89   (f) ADJ UNCH    1 1
 RC0885
 RC0885.Superseded values are not recommended for survey control.
 RC0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0885.See file dsdata.txt to determine how the superseded data were derived.
 RC0885
 RC0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR464525(NAD 83)
 RC0885_MARKER: B = BOLT
 RC0885_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RC0885_SP_SET: BRIDGE CURB
 RC0885_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC0885_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RC0885+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2008
 RC0885
 RC0885  HISTORY     - Date     Condition        Report By
 RC0885  HISTORY     - UNK      MONUMENTED       ORDT
 RC0885  HISTORY     - 1968     GOOD             NGS
 RC0885  HISTORY     - 1987     GOOD             NGS
 RC0885  HISTORY     - 20050209 GOOD             USACE
 RC0885  HISTORY     - 20080220 GOOD             USACE
 RC0885
 RC0885                          STATION DESCRIPTION
 RC0885
 RC0885'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RC0885'3.3 MI NE FROM THE DALLES.
 RC0885'3.3 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 RC0885'AT THE DALLES, IN R13E T2N, SECTION 31, ABOUT 250 FEET EAST OF BENCH
 RC0885'MARK F 25, DIRECTLY OPPOSITE RAILROAD BRIDGE 87.48, IN THE TOP AND 1.0
 RC0885'FOOT SOUTHWEST OF THE NORTHEAST END OF THE NORTHWEST CONCRETE CURB OF
 RC0885'A CONCRETE BRIDGE UNDER FORMER U.S. HIGHWAY 30 AND OVER FIFTEENMILE
 RC0885'CREEK, 11 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 11 FEET
 RC0885'SOUTHEAST OF THE SOUTHEAST EDGE OF INTERSTATE HIGHWAY 80 N. BRIDGE
 RC0885'OVER FIFTEENMILE CREEK, AND ABOUT 1/2 FOOT HIGHER THAN THE ROAD.
 RC0885
 RC0885                          STATION RECOVERY (1987)
 RC0885
 RC0885'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RC0885'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.4 KM
 RC0885'(2.10 MI) EAST ALONG THIRD STREET FROM THE POST OFFICE IN THE DALLES,
 RC0885'THENCE 1.6 KM (1.00 MI) EAST ALONG THE SOUTHEAST FRONTAGE ROAD TO A
 RC0885'FORK, THENCE 0.7 KM (0.45 MI) EAST ALONG THE LEFT FORK TO FIFTEENMILE
 RC0885'CREEK, 3.35 M (11.0 FT) NORTHWEST OF THE ROAD CENTERLINE, 0.30 M
 RC0885'(1.0 FT) SOUTHWEST OF THE NORTHEAST END OF THE BRIDGE CURB.  A COPPER
 RC0885'BOLT.
 RC0885'THE MARK IS 1.0 METERS  W FROM  A WITNESS POST
 RC0885'THE MARK IS 0.18 M ABOVE THE ROAD.
 RC0885
 RC0885                          STATION RECOVERY (2005)
 RC0885
 RC0885'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (CLB)
 RC0885'THE MARK IS LOCATED ON VIEWPOINT ROAD, AT THE NORTHERLY END OF SEUFERT
 RC0885'VIADUCT BRIDGE CROSSING 15-MILE CREEK.  THE MARK IS IN THE CURB ON THE
 RC0885'RIGHT SIDE OF THE BRIDGE, WHEN LOOKING DOWNSTREAM
 RC0885
 RC0885                          STATION RECOVERY (2008)
 RC0885
 RC0885'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2008 (CLB)
 RC0885'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0340 ***********************************************************************
 PB0340  DESIGNATION -  141
 PB0340  PID         -  PB0340
 PB0340  STATE/COUNTY-  OR/KLAMATH
 PB0340  USGS QUAD   -  CHEMULT (1967)
 PB0340
 PB0340                         *CURRENT SURVEY CONTROL
 PB0340  ___________________________________________________________________
 PB0340* NAD 83(1986)-  43 12 17.     (N)    121 46 39.     (W)     SCALED    
 PB0340* NAVD 88     -      1452.64   (+/-2cm)    4765.9    (feet)  VERTCON   
 PB0340  ___________________________________________________________________
 PB0340  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 PB0340  VERT ORDER  -  ? (See Below)
 PB0340
 PB0340.The horizontal coordinates were scaled from a topographic map and have
 PB0340.an estimated accuracy of +/- 6 seconds.
 PB0340
 PB0340.The NAVD 88 height was computed by applying the VERTCON shift value to
 PB0340.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PB0340.The vertical order pertains to the NGVD 29 superseded value.
 PB0340
 PB0340.The geoid height was determined by GEOID03.
 PB0340
 PB0340;                    North         East    Units  Estimated Accuracy
 PB0340;SPC OR S     -   171,640.    1,396,190.      MT  (+/- 180 meters Scaled)
 PB0340
 PB0340                          SUPERSEDED SURVEY CONTROL
 PB0340
 PB0340  NGVD 29 (??/??/92) 1451.324  (m)         4761.55   (f) ADJ UNCH    ?  
 PB0340
 PB0340.Superseded values are not recommended for survey control.
 PB0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0340.See file dsdata.txt to determine how the superseded data were derived.
 PB0340
 PB0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN993842(NAD 83)
 PB0340_MARKER: N = NAIL
 PB0340_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PB0340_SP_SET: TREE
 PB0340_STAMPING: 62 141
 PB0340_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PB0340
 PB0340  HISTORY     - Date     Condition        Report By
 PB0340  HISTORY     - UNK      MONUMENTED       USGS
 PB0340  HISTORY     - 1934     GOOD             NGS
 PB0340
 PB0340                          STATION DESCRIPTION
 PB0340
 PB0340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PB0340'0.5 MI S FROM CHEMULT.
 PB0340'0.5 MILE SOUTH ALONG THE DALLES - CALIFORNIA HIGHWAY FROM CHEMULT,
 PB0340'KLAMATH COUNTY, JUST SOUTH OF MILEPOST 208, 130 FEET NORTH ALONG THE
 PB0340'OLD STAGE ROAD FROM ITS INTERSECTION WITH THE HIGHWAY, 70 FEET WEST OF
 PB0340'THE HIGHWAY CENTERLINE, AT THE EAST EDGE OF THE OLD ROAD, A 36 INCH
 PB0340'PINE TREE WITH A TRIANGULAR BLAZE BEARING AN ALUMINUM TAG AND SCRIBED
 PB0340'4762.  IN A ROOT ON THE WEST SIDE OF THE TREE, THE HEAD OF A NAIL.
 PB0340'NOTE-- THE ALUMINUM TAG IS PARTLY DESTROYED.  THE STAMPING REMAINING
 PB0340'IS 62 141.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1588 ***********************************************************************
 RD1588  DESIGNATION -  1414
 RD1588  PID         -  RD1588
 RD1588  STATE/COUNTY-  OR/MULTNOMAH
 RD1588  USGS QUAD   -  MOUNT TABOR (1990)
 RD1588
 RD1588                         *CURRENT SURVEY CONTROL
 RD1588  ___________________________________________________________________
 RD1588* NAD 83(1986)-  45 32 01.     (N)    122 36 13.     (W)     SCALED    
 RD1588* NAVD 88     -        64.146  (meters)     210.45   (feet)  ADJUSTED  
 RD1588  ___________________________________________________________________
 RD1588  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 RD1588  DYNAMIC HT  -          64.146 (meters)     210.45  (feet)  COMP
 RD1588  MODELED GRAV-     980,624.1   (mgal)                       NAVD 88
 RD1588
 RD1588  VERT ORDER  -  FIRST     CLASS II
 RD1588
 RD1588.The horizontal coordinates were scaled from a topographic map and have
 RD1588.an estimated accuracy of +/- 6 seconds.
 RD1588
 RD1588.The orthometric height was determined by differential leveling
 RD1588.and adjusted in June 1991.
 RD1588
 RD1588.The geoid height was determined by GEOID03.
 RD1588
 RD1588.The dynamic height is computed by dividing the NAVD 88
 RD1588.geopotential number by the normal gravity value computed on the
 RD1588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1588.degrees latitude (g = 980.6199 gals.).
 RD1588
 RD1588.The modeled gravity was interpolated from observed gravity values.
 RD1588
 RD1588;                    North         East    Units  Estimated Accuracy
 RD1588;SPC OR N     -   209,600.    2,335,720.      MT  (+/- 180 meters Scaled)
 RD1588
 RD1588                          SUPERSEDED SURVEY CONTROL
 RD1588
 RD1588.No superseded survey control is available for this station.
 RD1588
 RD1588_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER309423(NAD 83)
 RD1588_MARKER: DD = SURVEY DISK
 RD1588_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RD1588_SP_SET: CURB
 RD1588_STAMPING: 1414
 RD1588_MARK LOGO: OR1650
 RD1588_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD1588_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD1588+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2006
 RD1588
 RD1588  HISTORY     - Date     Condition        Report By
 RD1588  HISTORY     - UNK      MONUMENTED       OR1650
 RD1588  HISTORY     - 1987     GOOD             NGS
 RD1588  HISTORY     - 20040315 GOOD             USPSQD
 RD1588  HISTORY     - 20050317 GOOD             USPSQD
 RD1588  HISTORY     - 20060402 GOOD             USPSQD
 RD1588
 RD1588                          STATION DESCRIPTION
 RD1588
 RD1588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 RD1588'IN PORTLAND.
 RD1588'IN PORTLAND, IN THE NORTHWEST CORNER OF THE INTERSECTION OF HALSEY
 RD1588'STREET AND 58TH AVENUE, IN TOP OF THE NORTH CURB OF THE STREET, 5.6 M
 RD1588'(18.4 FT) NORTH OF THE STREET CENTERLINE, 9.3 M (30.5 FT) WEST OF THE
 RD1588'AVENUE CENTERLINE.
 RD1588'THE MARK IS ABOVE LEVEL WITH THE STREET.
 RD1588
 RD1588                          STATION RECOVERY (2004)
 RD1588
 RD1588'RECOVERY NOTE BY US POWER SQUADRON 2004 (RHC)
 RD1588'RECOVERED IN GOOD CONDITION.
 RD1588
 RD1588                          STATION RECOVERY (2005)
 RD1588
 RD1588'RECOVERY NOTE BY US POWER SQUADRON 2005 (RHC)
 RD1588'RECOVERED IN GOOD CONDITION.
 RD1588
 RD1588                          STATION RECOVERY (2006)
 RD1588
 RD1588'RECOVERY NOTE BY US POWER SQUADRON 2006 (RHC)
 RD1588'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0764 ***********************************************************************
 NZ0764  DESIGNATION -  1425 B
 NZ0764  PID         -  NZ0764
 NZ0764  STATE/COUNTY-  OR/DOUGLAS
 NZ0764  USGS QUAD   -  GLENDALE (1986)
 NZ0764
 NZ0764                         *CURRENT SURVEY CONTROL
 NZ0764  ___________________________________________________________________
 NZ0764* NAD 83(1986)-  42 44 12.     (N)    123 25 21.     (W)     SCALED    
 NZ0764* NAVD 88     -       434.718  (meters)    1426.24   (feet)  ADJUSTED  
 NZ0764  ___________________________________________________________________
 NZ0764  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 NZ0764  DYNAMIC HT  -         434.579 (meters)    1425.78  (feet)  COMP
 NZ0764  MODELED GRAV-     980,286.0   (mgal)                       NAVD 88
 NZ0764
 NZ0764  VERT ORDER  -  FIRST     CLASS II
 NZ0764
 NZ0764.The horizontal coordinates were scaled from a topographic map and have
 NZ0764.an estimated accuracy of +/- 6 seconds.
 NZ0764
 NZ0764.The orthometric height was determined by differential leveling
 NZ0764.and adjusted in June 1991.
 NZ0764
 NZ0764.The geoid height was determined by GEOID03.
 NZ0764
 NZ0764.The dynamic height is computed by dividing the NAVD 88
 NZ0764.geopotential number by the normal gravity value computed on the
 NZ0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0764.degrees latitude (g = 980.6199 gals.).
 NZ0764
 NZ0764.The modeled gravity was interpolated from observed gravity values.
 NZ0764
 NZ0764;                    North         East    Units  Estimated Accuracy
 NZ0764;SPC OR S     -   123,030.    1,260,750.      MT  (+/- 180 meters Scaled)
 NZ0764
 NZ0764                          SUPERSEDED SURVEY CONTROL
 NZ0764
 NZ0764  NGVD 29 (??/??/92)  433.687  (m)         1422.85   (f) ADJ UNCH    1 2
 NZ0764
 NZ0764.Superseded values are not recommended for survey control.
 NZ0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0764.See file dsdata.txt to determine how the superseded data were derived.
 NZ0764
 NZ0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN654316(NAD 83)
 NZ0764_MARKER: P = PIPE CAP
 NZ0764_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NZ0764_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NZ0764_STAMPING: 1425 B 1903
 NZ0764_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0764
 NZ0764  HISTORY     - Date     Condition        Report By
 NZ0764  HISTORY     - 1903     MONUMENTED       USGS
 NZ0764  HISTORY     - 1954     GOOD             NGS
 NZ0764
 NZ0764                          STATION DESCRIPTION
 NZ0764
 NZ0764'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NZ0764'IN GLENDALE.
 NZ0764'AT GLENDALE, 0.3 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY
 NZ0764'FROM THE STATION, AT THE CROSSING OF A PAVED ROAD, (CROSSING 507.61),
 NZ0764'24 FEET EAST OF THE CENTER LINE OF THE ROAD, 23.6 FEET SOUTH OF THE
 NZ0764'SOUTH RAIL OF THE MAIN TRACK, 12.3 FEET SOUTH OF THE SOUTHEAST CORNER
 NZ0764'OF A CROSSING SIGNAL, 5 FEET NORTHWEST OF A TELEPHONE POLE WITH A GUY
 NZ0764'POLE, 6.5 FEET SOUTHEAST OF THE SOUTH ONE OF TWO STEEL RAILS
 NZ0764'PROJECTING 7 FEET ABOVE THE GROUND (USED AS GUARD POSTS FOR THE
 NZ0764'SIGNAL), 0.9 FOOT SOUTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE
 NZ0764'TRACK, AND RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.1
 NZ0764'FOOT ABOVE THE GROUND.  NOTE-- SLANTING DISK.  THE ROAD WAS HELD OVER
 NZ0764'THE LETTERS LO OF THE WORD GEOLOGICAL DURING THE 1954 RELEVELING.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0461 ***********************************************************************
 RD0461  DESIGNATION -  1436
 RD0461  PID         -  RD0461
 RD0461  STATE/COUNTY-  OR/MULTNOMAH
 RD0461  USGS QUAD   -  PORTLAND (1990)
 RD0461
 RD0461                         *CURRENT SURVEY CONTROL
 RD0461  ___________________________________________________________________
 RD0461* NAD 83(1986)-  45 31 22.     (N)    122 40 15.     (W)     SCALED    
 RD0461* NAVD 88     -         9.299  (meters)      30.51   (feet)  POSTED    
 RD0461  ___________________________________________________________________
 RD0461  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 RD0461  DYNAMIC HT  -           9.300 (meters)      30.51  (feet)  COMP
 RD0461  MODELED GRAV-     980,628.5   (mgal)                       NAVD 88
 RD0461
 RD0461  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 RD0461
 RD0461.The horizontal coordinates were scaled from a topographic map and have
 RD0461.an estimated accuracy of +/- 6 seconds.
 RD0461
 RD0461.The orthometric height was determined by differential leveling
 RD0461.and adjusted by the  in 1992.
 RD0461.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 RD0461.rate of 4.1 thru 8.0 mm/km.
 RD0461
 RD0461.The geoid height was determined by GEOID03.
 RD0461
 RD0461.The dynamic height is computed by dividing the NAVD 88
 RD0461.geopotential number by the normal gravity value computed on the
 RD0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0461.degrees latitude (g = 980.6199 gals.).
 RD0461
 RD0461.The modeled gravity was interpolated from observed gravity values.
 RD0461
 RD0461;                    North         East    Units  Estimated Accuracy
 RD0461;SPC OR N     -   208,530.    2,330,440.      MT  (+/- 180 meters Scaled)
 RD0461
 RD0461                          SUPERSEDED SURVEY CONTROL
 RD0461
 RD0461  NGVD 29 (??/??/92)    8.250  (m)           27.07   (f) ADJ UNCH    1 2
 RD0461
 RD0461.Superseded values are not recommended for survey control.
 RD0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0461.See file dsdata.txt to determine how the superseded data were derived.
 RD0461
 RD0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER257410(NAD 83)
 RD0461_MARKER: DD = SURVEY DISK
 RD0461_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD0461_SP_SET: CURB
 RD0461_STAMPING: 1436
 RD0461_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0461
 RD0461  HISTORY     - Date     Condition        Report By
 RD0461  HISTORY     - UNK      MONUMENTED
 RD0461  HISTORY     - 1941     GOOD             NGS
 RD0461  HISTORY     - 1987     MARK NOT FOUND   NGS
 RD0461  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RD0461  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 RD0461
 RD0461                          STATION DESCRIPTION
 RD0461
 RD0461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 RD0461'IN PORTLAND.
 RD0461'AT SOUTHWEST CORNER OF SOUTHWEST FIRST AVE. AND WEST BURNSIDE STREETS,
 RD0461'TOP OF CURB.
 RD0461
 RD0461                          STATION RECOVERY (1987)
 RD0461
 RD0461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD0461'NOT RECOVERED.
 RD0461
 RD0461                          STATION RECOVERY (1988)
 RD0461
 RD0461'RECOVERY NOTE BY US POWER SQUADRON 1988 (KRN)
 RD0461'MARK NOT FOUND.
 RD0461
 RD0461                          STATION RECOVERY (1989)
 RD0461
 RD0461'RECOVERY NOTE BY US POWER SQUADRON 1989 (FV)
 RD0461'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0469 ***********************************************************************
 RD0469  DESIGNATION -  1437
 RD0469  PID         -  RD0469
 RD0469  STATE/COUNTY-  OR/MULTNOMAH
 RD0469  USGS QUAD   -  PORTLAND (1990)
 RD0469
 RD0469                         *CURRENT SURVEY CONTROL
 RD0469  ___________________________________________________________________
 RD0469* NAD 83(1986)-  45 31 36.     (N)    122 40 17.     (W)     SCALED    
 RD0469* NAVD 88     -        10.782  (meters)      35.37   (feet)  POSTED    
 RD0469  ___________________________________________________________________
 RD0469  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 RD0469  DYNAMIC HT  -          10.780 (meters)      35.37  (feet)  COMP
 RD0469  MODELED GRAV-     980,627.1   (mgal)                       NAVD 88
 RD0469
 RD0469  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 RD0469
 RD0469.The horizontal coordinates were scaled from a topographic map and have
 RD0469.an estimated accuracy of +/- 6 seconds.
 RD0469
 RD0469.The orthometric height was determined by differential leveling
 RD0469.and adjusted by the  in 1992.
 RD0469.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 RD0469.rate of 4.1 thru 8.0 mm/km.
 RD0469
 RD0469.The geoid height was determined by GEOID03.
 RD0469
 RD0469.The dynamic height is computed by dividing the NAVD 88
 RD0469.geopotential number by the normal gravity value computed on the
 RD0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0469.degrees latitude (g = 980.6199 gals.).
 RD0469
 RD0469.The modeled gravity was interpolated from observed gravity values.
 RD0469
 RD0469;                    North         East    Units  Estimated Accuracy
 RD0469;SPC OR N     -   208,970.    2,330,400.      MT  (+/- 180 meters Scaled)
 RD0469
 RD0469                          SUPERSEDED SURVEY CONTROL
 RD0469
 RD0469  NGVD 29 (??/??/92)    9.736  (m)           31.94   (f) ADJ UNCH    1 2
 RD0469
 RD0469.Superseded values are not recommended for survey control.
 RD0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0469.See file dsdata.txt to determine how the superseded data were derived.
 RD0469
 RD0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER256415(NAD 83)
 RD0469_MARKER: DD = SURVEY DISK
 RD0469_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD0469_SP_SET: FOOTING
 RD0469_STAMPING: 1437
 RD0469_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0469
 RD0469  HISTORY     - Date     Condition        Report By
 RD0469  HISTORY     - UNK      MONUMENTED
 RD0469  HISTORY     - 1941     GOOD             NGS
 RD0469  HISTORY     - 1987     MARK NOT FOUND   NGS
 RD0469  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RD0469  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 RD0469
 RD0469                          STATION DESCRIPTION
 RD0469
 RD0469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 RD0469'IN PORTLAND.
 RD0469'ALONG NORTHWEST FRONT AVE., IN LINE WITH THE NORTH CURB OF NORTHWEST
 RD0469'GLISAN STREET, TOP OF WEST SIDE OF SOUTHWEST ONE OF FOUR CONCRETE
 RD0469'FOOTINGS FOR STEEL SUPPORTS FOR UPPER DECK OF STEEL BRIDGE OVER
 RD0469'WILLAMETTE RIVER.
 RD0469
 RD0469                          STATION RECOVERY (1987)
 RD0469
 RD0469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD0469'NOT RECOVERED.
 RD0469
 RD0469                          STATION RECOVERY (1988)
 RD0469
 RD0469'RECOVERY NOTE BY US POWER SQUADRON 1988 (KRN)
 RD0469'MARK NOT FOUND.
 RD0469
 RD0469                          STATION RECOVERY (1990)
 RD0469
 RD0469'RECOVERY NOTE BY US POWER SQUADRON 1990 (FV)
 RD0469'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0480 ***********************************************************************
 RD0480  DESIGNATION -  1438
 RD0480  PID         -  RD0480
 RD0480  STATE/COUNTY-  OR/MULTNOMAH
 RD0480  USGS QUAD   -  PORTLAND (1990)
 RD0480
 RD0480                         *CURRENT SURVEY CONTROL
 RD0480  ___________________________________________________________________
 RD0480* NAD 83(1986)-  45 32 32.     (N)    122 41 42.     (W)     SCALED    
 RD0480* NAVD 88     -        10.483  (meters)      34.39   (feet)  POSTED    
 RD0480  ___________________________________________________________________
 RD0480  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 RD0480  DYNAMIC HT  -          10.480 (meters)      34.38  (feet)  COMP
 RD0480  MODELED GRAV-     980,618.4   (mgal)                       NAVD 88
 RD0480
 RD0480  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 RD0480
 RD0480.The horizontal coordinates were scaled from a topographic map and have
 RD0480.an estimated accuracy of +/- 6 seconds.
 RD0480
 RD0480.The orthometric height was determined by differential leveling
 RD0480.and adjusted by the  in 1992.
 RD0480.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 RD0480.was located on a no-check spur therefore a value was not computed.
 RD0480.No vertical observational check was made to the station.
 RD0480
 RD0480.The geoid height was determined by GEOID03.
 RD0480
 RD0480.The dynamic height is computed by dividing the NAVD 88
 RD0480.geopotential number by the normal gravity value computed on the
 RD0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0480.degrees latitude (g = 980.6199 gals.).
 RD0480
 RD0480.The modeled gravity was interpolated from observed gravity values.
 RD0480
 RD0480;                    North         East    Units  Estimated Accuracy
 RD0480;SPC OR N     -   210,750.    2,328,610.      MT  (+/- 180 meters Scaled)
 RD0480
 RD0480                          SUPERSEDED SURVEY CONTROL
 RD0480
 RD0480  NGVD 29 (??/??/92)    9.434  (m)           30.95   (f) ADJ UNCH    1 2
 RD0480
 RD0480.Superseded values are not recommended for survey control.
 RD0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0480.See file dsdata.txt to determine how the superseded data were derived.
 RD0480
 RD0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER238432(NAD 83)
 RD0480_MARKER: DD = SURVEY DISK
 RD0480_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD0480_SP_SET: CURB
 RD0480_STAMPING: 1438
 RD0480_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0480
 RD0480  HISTORY     - Date     Condition        Report By
 RD0480  HISTORY     - UNK      MONUMENTED
 RD0480  HISTORY     - 1941     GOOD             NGS
 RD0480  HISTORY     - 1987     MARK NOT FOUND   NGS
 RD0480  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 RD0480
 RD0480                          STATION DESCRIPTION
 RD0480
 RD0480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 RD0480'0.2 MI SW FROM PORTLAND.
 RD0480'0.2 MILE SOUTHEAST OF NORTHWEST NICOLAI STREET ALONG NORTHWEST FRONT
 RD0480'AVE., 10 FEET SOUTH OF THE NORTHWEST END OF CONCRETE PART-VIADUCT
 RD0480'UNDER NORTHWEST FRONT AVE., IN CURB.
 RD0480
 RD0480                          STATION RECOVERY (1987)
 RD0480
 RD0480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD0480'NOT RECOVERED.  NEW CURBS HAVE BEEN BUILT.
 RD0480
 RD0480                          STATION RECOVERY (1989)
 RD0480
 RD0480'RECOVERY NOTE BY US POWER SQUADRON 1989 (FV)
 RD0480'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0488 ***********************************************************************
 RD0488  DESIGNATION -  1439
 RD0488  PID         -  RD0488
 RD0488  STATE/COUNTY-  OR/MULTNOMAH
 RD0488  USGS QUAD   -  PORTLAND (1990)
 RD0488
 RD0488                         *CURRENT SURVEY CONTROL
 RD0488  ___________________________________________________________________
 RD0488* NAD 83(1986)-  45 32 53.     (N)    122 42 12.     (W)     SCALED    
 RD0488* NAVD 88     -        10.374  (meters)      34.04   (feet)  POSTED    
 RD0488  ___________________________________________________________________
 RD0488  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 RD0488  DYNAMIC HT  -          10.370 (meters)      34.02  (feet)  COMP
 RD0488  MODELED GRAV-     980,615.4   (mgal)                       NAVD 88
 RD0488
 RD0488  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 RD0488
 RD0488.The horizontal coordinates were scaled from a topographic map and have
 RD0488.an estimated accuracy of +/- 6 seconds.
 RD0488
 RD0488.The orthometric height was determined by differential leveling
 RD0488.and adjusted by the  in 1992.
 RD0488.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 RD0488.rate of 0.0 thru 1.0 mm/km.
 RD0488
 RD0488.The geoid height was determined by GEOID03.
 RD0488
 RD0488.The dynamic height is computed by dividing the NAVD 88
 RD0488.geopotential number by the normal gravity value computed on the
 RD0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0488.degrees latitude (g = 980.6199 gals.).
 RD0488
 RD0488.The modeled gravity was interpolated from observed gravity values.
 RD0488
 RD0488;                    North         East    Units  Estimated Accuracy
 RD0488;SPC OR N     -   211,410.    2,327,970.      MT  (+/- 180 meters Scaled)
 RD0488
 RD0488                          SUPERSEDED SURVEY CONTROL
 RD0488
 RD0488  NGVD 29 (??/??/92)    9.324  (m)           30.59   (f) ADJ UNCH    1 2
 RD0488
 RD0488.Superseded values are not recommended for survey control.
 RD0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0488.See file dsdata.txt to determine how the superseded data were derived.
 RD0488
 RD0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER231438(NAD 83)
 RD0488_MARKER: DD = SURVEY DISK
 RD0488_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD0488_SP_SET: FOOTINGS
 RD0488_STAMPING: 1439
 RD0488_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0488
 RD0488  HISTORY     - Date     Condition        Report By
 RD0488  HISTORY     - UNK      MONUMENTED
 RD0488  HISTORY     - 1941     GOOD             NGS
 RD0488  HISTORY     - 1987     MARK NOT FOUND   NGS
 RD0488  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 RD0488
 RD0488                          STATION DESCRIPTION
 RD0488
 RD0488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 RD0488'2.0 MI NW FROM PORTLAND.
 RD0488'2 MILES NORTHWEST OF UNION STATION ALONG NORTHWEST FRONT AVE., AT
 RD0488'OCEANIC TERMINALS, 200 FEET NORTHEAST OF NORTHWEST FRONT AVE. TOP OF
 RD0488'NORTHWEST CORNER OF MOST WESTWARD OF CONCRETE FOOTINGS FOR ELEVATED
 RD0488'WATER TANK.
 RD0488
 RD0488                          STATION RECOVERY (1987)
 RD0488
 RD0488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD0488'NOT RECOVERED.
 RD0488
 RD0488                          STATION RECOVERY (1989)
 RD0488
 RD0488'RECOVERY NOTE BY US POWER SQUADRON 1989 (FV)
 RD0488'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0339 ***********************************************************************
 PB0339  DESIGNATION -  144
 PB0339  PID         -  PB0339
 PB0339  STATE/COUNTY-  OR/KLAMATH
 PB0339  USGS QUAD   -  MUTTONCHOP BUTTE (1967)
 PB0339
 PB0339                         *CURRENT SURVEY CONTROL
 PB0339  ___________________________________________________________________
 PB0339* NAD 83(1986)-  43 15 17.     (N)    121 47 02.     (W)     SCALED    
 PB0339* NAVD 88     -      1441.83   (+/-2cm)    4730.4    (feet)  VERTCON   
 PB0339  ___________________________________________________________________
 PB0339  GEOID HEIGHT-         -21.38  (meters)                     GEOID03
 PB0339  VERT ORDER  -  ? (See Below)
 PB0339
 PB0339.The horizontal coordinates were scaled from a topographic map and have
 PB0339.an estimated accuracy of +/- 6 seconds.
 PB0339
 PB0339.The NAVD 88 height was computed by applying the VERTCON shift value to
 PB0339.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PB0339.The vertical order pertains to the NGVD 29 superseded value.
 PB0339
 PB0339.The geoid height was determined by GEOID03.
 PB0339
 PB0339;                    North         East    Units  Estimated Accuracy
 PB0339;SPC OR S     -   177,200.    1,395,760.      MT  (+/- 180 meters Scaled)
 PB0339
 PB0339                          SUPERSEDED SURVEY CONTROL
 PB0339
 PB0339  NGVD 29 (??/??/92) 1440.510  (m)         4726.07   (f) ADJ UNCH    ?  
 PB0339
 PB0339.Superseded values are not recommended for survey control.
 PB0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0339.See file dsdata.txt to determine how the superseded data were derived.
 PB0339
 PB0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN987898(NAD 83)
 PB0339_MARKER: N = NAIL
 PB0339_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PB0339_SP_SET: PINE TREE
 PB0339_STAMPING: 4726
 PB0339_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PB0339
 PB0339  HISTORY     - Date     Condition        Report By
 PB0339  HISTORY     - UNK      MONUMENTED       USGS
 PB0339  HISTORY     - 1934     GOOD             NGS
 PB0339
 PB0339                          STATION DESCRIPTION
 PB0339
 PB0339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PB0339'3.0 MI N FROM CHEMULT.
 PB0339'3.0 MILES NORTH ALONG THE DALLES - CALIFORNIA HIGHWAY FROM CHEMULT,
 PB0339'KLAMATH COUNTY, AT MILEAGE 204.4, 600 FEET WEST OF THE HIGHWAY, ON THE
 PB0339'OLD STAGE ROAD, AT THE EAST EDGE OF THE WEST BRANCH, 15 FEET WEST OF
 PB0339'THE EAST BRANCH, AT A POINT WHERE THE WEST BRANCH ASCENDS TOWARD THE
 PB0339'NORTH, A 14 INCH PINE TREE WITH A TRIANGULAR BLAZE SCRIBED 4726. 3 1/2
 PB0339'FEET BELOW THE BLAZE, THE HEAD OF A NAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1133 ***********************************************************************
 RC1133  DESIGNATION -  1443
 RC1133  PID         -  RC1133
 RC1133  STATE/COUNTY-  OR/WASCO
 RC1133  USGS QUAD   -  DUFUR EAST (1987)
 RC1133
 RC1133                         *CURRENT SURVEY CONTROL
 RC1133  ___________________________________________________________________
 RC1133* NAD 83(1986)-  45 27 40.     (N)    121 07 27.     (W)     SCALED    
 RC1133* NAVD 88     -       441.04   (+/-2cm)    1447.0    (feet)  VERTCON   
 RC1133  ___________________________________________________________________
 RC1133  GEOID HEIGHT-         -21.22  (meters)                     GEOID03
 RC1133  VERT ORDER  -  ? (See Below)
 RC1133
 RC1133.The horizontal coordinates were scaled from a topographic map and have
 RC1133.an estimated accuracy of +/- 6 seconds.
 RC1133
 RC1133.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC1133.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC1133.The vertical order pertains to the NGVD 29 superseded value.
 RC1133
 RC1133.The geoid height was determined by GEOID03.
 RC1133
 RC1133;                    North         East    Units  Estimated Accuracy
 RC1133;SPC OR N     -   199,590.    2,451,190.      MT  (+/- 180 meters Scaled)
 RC1133
 RC1133                          SUPERSEDED SURVEY CONTROL
 RC1133
 RC1133  NGVD 29 (??/??/92)  440.019  (m)         1443.63   (f) ADJ UNCH    ?  
 RC1133
 RC1133.Superseded values are not recommended for survey control.
 RC1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1133.See file dsdata.txt to determine how the superseded data were derived.
 RC1133
 RC1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR466358(NAD 83)
 RC1133_MARKER: Q = CHISELED SQUARE
 RC1133_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RC1133_SP_SET: CULVERT
 RC1133_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC1133
 RC1133  HISTORY     - Date     Condition        Report By
 RC1133  HISTORY     - UNK      MONUMENTED       CGS
 RC1133  HISTORY     - 1934     GOOD             NGS
 RC1133  HISTORY     - 1961     GOOD             NGS
 RC1133  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 RC1133
 RC1133                          STATION DESCRIPTION
 RC1133
 RC1133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RC1133'0.9 MI N FROM DUFUR.
 RC1133'0.9 MI NORTH ALONG HIGHWAY, FROM POST OFFICE ALONG THE
 RC1133'DALLES-CALIFORNIA HIGHWAY, AT MILEAGE 16, ON EAST HEADWALL OF CULVERT.
 RC1133
 RC1133                          STATION RECOVERY (1961)
 RC1133
 RC1133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 RC1133'RECOVERED IN GOOD CONDITION.
 RC1133
 RC1133                          STATION RECOVERY (1985)
 RC1133
 RC1133'RECOVERY NOTE BY US POWER SQUADRON 1985
 RC1133'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1130 ***********************************************************************
 RC1130  DESIGNATION -  1449
 RC1130  PID         -  RC1130
 RC1130  STATE/COUNTY-  OR/WASCO
 RC1130  USGS QUAD   -  DUFUR EAST (1987)
 RC1130
 RC1130                         *CURRENT SURVEY CONTROL
 RC1130  ___________________________________________________________________
 RC1130* NAD 83(1986)-  45 28 13.     (N)    121 07 16.     (W)     SCALED    
 RC1130* NAVD 88     -       442.825  (meters)    1452.84   (feet)  ADJUSTED  
 RC1130  ___________________________________________________________________
 RC1130  GEOID HEIGHT-         -21.23  (meters)                     GEOID03
 RC1130  DYNAMIC HT  -         442.793 (meters)    1452.73  (feet)  COMP
 RC1130  MODELED GRAV-     980,529.4   (mgal)                       NAVD 88
 RC1130
 RC1130  VERT ORDER  -  SECOND    CLASS 0
 RC1130
 RC1130.The horizontal coordinates were scaled from a topographic map and have
 RC1130.an estimated accuracy of +/- 6 seconds.
 RC1130
 RC1130.The orthometric height was determined by differential leveling
 RC1130.and adjusted in June 1991.
 RC1130
 RC1130.The geoid height was determined by GEOID03.
 RC1130
 RC1130.The dynamic height is computed by dividing the NAVD 88
 RC1130.geopotential number by the normal gravity value computed on the
 RC1130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1130.degrees latitude (g = 980.6199 gals.).
 RC1130
 RC1130.The modeled gravity was interpolated from observed gravity values.
 RC1130
 RC1130;                    North         East    Units  Estimated Accuracy
 RC1130;SPC OR N     -   200,610.    2,451,440.      MT  (+/- 180 meters Scaled)
 RC1130
 RC1130                          SUPERSEDED SURVEY CONTROL
 RC1130
 RC1130  NGVD 29 (??/??/92)  441.808  (m)         1449.50   (f) ADJ UNCH    2 0
 RC1130
 RC1130.Superseded values are not recommended for survey control.
 RC1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1130.See file dsdata.txt to determine how the superseded data were derived.
 RC1130
 RC1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR468369(NAD 83)
 RC1130_MARKER: Q = CHISELED SQUARE
 RC1130_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RC1130_SP_SET: CULVERT
 RC1130_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC1130
 RC1130  HISTORY     - Date     Condition        Report By
 RC1130  HISTORY     - UNK      MONUMENTED       ORDT
 RC1130  HISTORY     - 1961     GOOD             NGS
 RC1130  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 RC1130
 RC1130                          STATION DESCRIPTION
 RC1130
 RC1130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RC1130'1.5 MI N FROM DUFUR.
 RC1130'REACHED FROM THE POST OFFICE AT DUFUR, GO NORTH ON U.S. HIGHWAY 197
 RC1130'FOR 1.5 MILES TO A CULVERT.  A CHISELED SQUARE ON THE NORTH END OF THE
 RC1130'WEST CONCRETE HEAD WALL.
 RC1130
 RC1130                          STATION RECOVERY (1985)
 RC1130
 RC1130'RECOVERY NOTE BY US POWER SQUADRON 1985
 RC1130'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1131 ***********************************************************************
 RC1131  DESIGNATION -  1449 RESET
 RC1131  PID         -  RC1131
 RC1131  STATE/COUNTY-  OR/WASCO
 RC1131  USGS QUAD   -  DUFUR EAST (1987)
 RC1131
 RC1131                         *CURRENT SURVEY CONTROL
 RC1131  ___________________________________________________________________
 RC1131* NAD 83(1986)-  45 28 13.     (N)    121 07 17.     (W)     SCALED    
 RC1131* NAVD 88     -       442.96   (meters)    1453.3    (feet)  RESET     
 RC1131  ___________________________________________________________________
 RC1131  GEOID HEIGHT-         -21.23  (meters)                     GEOID03
 RC1131  VERT ORDER  -  THIRD
 RC1131
 RC1131.The horizontal coordinates were scaled from a topographic map and have
 RC1131.an estimated accuracy of +/- 6 seconds.
 RC1131
 RC1131.The orthometric height was computed from unverified reset data.
 RC1131
 RC1131.The geoid height was determined by GEOID03.
 RC1131
 RC1131;                    North         East    Units  Estimated Accuracy
 RC1131;SPC OR N     -   200,610.    2,451,410.      MT  (+/- 180 meters Scaled)
 RC1131
 RC1131                          SUPERSEDED SURVEY CONTROL
 RC1131
 RC1131.No superseded survey control is available for this station.
 RC1131
 RC1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR468369(NAD 83)
 RC1131_MARKER: DB = BENCH MARK DISK
 RC1131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC1131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC1131_STAMPING: 1449 OSHD RESET 1962
 RC1131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1131+STABILITY: SURFACE MOTION
 RC1131
 RC1131  HISTORY     - Date     Condition        Report By
 RC1131  HISTORY     - 1962     MONUMENTED       CGS
 RC1131
 RC1131                          STATION DESCRIPTION
 RC1131
 RC1131'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 RC1131'1.5 MI NW FROM DUFUR.
 RC1131'THIS MARK CAN BE REACHED FROM THE POST OFFICE AT DUFUR BY GOING
 RC1131'NORTHWEST ON U. S. HIGHWAY 197 FOR ABOUT 1.5 MILES TO A SMALL CULVERT
 RC1131'UNDER THE HIGHWAY, LOCATED NEAR THE SOUTHWEST RIGHT OF WAY FENCE LINE
 RC1131'NEAR THIS CULVERT, AND 1 FOOT WEST OF A METAL WITNESS POST, AND SET IN
 RC1131'THE TOP OF A CONCRETE POST THAT IS PROJECTING ABOUT 0.5 FOOT ABOVE THE
 RC1131'GROUND.  NOTE-- THIS NEW MARK IS ABOUT 30 FEET SOUTHWEST OF THE
 RC1131'ORIGINAL MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0338 ***********************************************************************
 PB0338  DESIGNATION -  145
 PB0338  PID         -  PB0338
 PB0338  STATE/COUNTY-  OR/KLAMATH
 PB0338  USGS QUAD   -  MUTTONCHOP BUTTE (1967)
 PB0338
 PB0338                         *CURRENT SURVEY CONTROL
 PB0338  ___________________________________________________________________
 PB0338* NAD 83(1986)-  43 16 16.     (N)    121 46 36.     (W)     SCALED    
 PB0338* NAVD 88     -      1437.11   (+/-2cm)    4714.9    (feet)  VERTCON   
 PB0338  ___________________________________________________________________
 PB0338  GEOID HEIGHT-         -21.36  (meters)                     GEOID03
 PB0338  VERT ORDER  -  ? (See Below)
 PB0338
 PB0338.The horizontal coordinates were scaled from a topographic map and have
 PB0338.an estimated accuracy of +/- 6 seconds.
 PB0338
 PB0338.The NAVD 88 height was computed by applying the VERTCON shift value to
 PB0338.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PB0338.The vertical order pertains to the NGVD 29 superseded value.
 PB0338
 PB0338.The geoid height was determined by GEOID03.
 PB0338
 PB0338;                    North         East    Units  Estimated Accuracy
 PB0338;SPC OR S     -   179,020.    1,396,370.      MT  (+/- 180 meters Scaled)
 PB0338
 PB0338                          SUPERSEDED SURVEY CONTROL
 PB0338
 PB0338  NGVD 29 (??/??/92) 1435.790  (m)         4710.59   (f) ADJ UNCH    ?  
 PB0338
 PB0338.Superseded values are not recommended for survey control.
 PB0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0338.See file dsdata.txt to determine how the superseded data were derived.
 PB0338
 PB0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN992916(NAD 83)
 PB0338_MARKER: N = NAIL
 PB0338_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PB0338_SP_SET: PINE TREE
 PB0338_STAMPING: 4711
 PB0338_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PB0338
 PB0338  HISTORY     - Date     Condition        Report By
 PB0338  HISTORY     - UNK      MONUMENTED       USGS
 PB0338  HISTORY     - 1934     POOR             NGS
 PB0338
 PB0338                          STATION DESCRIPTION
 PB0338
 PB0338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PB0338'4.2 MI N FROM CHEMULT.
 PB0338'4.2 MILES NORTH ALONG THE DALLES - CALIFORNIA HIGHWAY FROM CHEMULT,
 PB0338'KLAMATH COUNTY, AT MILEAGE 203.2, 570 FEET WEST OF THE HIGHWAY ON THE
 PB0338'EAST EDGE OF THE OLD STAGE ROAD, AT THE POINT WHERE THE CORRAL SPRINGS
 PB0338'ROAD FORKS TO THE NORTH, A 16 INCH PINE TREE WITH A TRIANGULAR BLAZE
 PB0338'SCRIBED 4711 AND BEARING THE REMNANTS OF AN ALUMINUM TAG. 2 1/2 FEET
 PB0338'BELOW THE BLAZE, THE HEAD OF A NAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 DE5631 ***********************************************************************
 DE5631  DESIGNATION -  145
 DE5631  PID         -  DE5631
 DE5631  STATE/COUNTY-  OR/POLK
 DE5631  USGS QUAD   -  SOCIALIST VALLEY (1973)
 DE5631
 DE5631                         *CURRENT SURVEY CONTROL
 DE5631  ___________________________________________________________________
 DE5631* NAD 83(2007)-  44 54 16.76169(N)    123 29 23.04549(W)     ADJUSTED  
 DE5631* NAVD 88     -       236.7    (meters)     777.     (feet)  GPS OBS   
 DE5631  ___________________________________________________________________
 DE5631  EPOCH DATE  -        2007.00
 DE5631  X           -  -2,496,965.384 (meters)                     COMP
 DE5631  Y           -  -3,773,972.083 (meters)                     COMP
 DE5631  Z           -   4,480,001.940 (meters)                     COMP
 DE5631  LAPLACE CORR-          -7.57  (seconds)                    DEFLEC99
 DE5631  ELLIP HEIGHT-         215.351 (meters)          (02/10/07) ADJUSTED
 DE5631  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 DE5631
 DE5631  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE5631  Type    PID    Designation                      North   East  Ellip
 DE5631  -------------------------------------------------------------------
 DE5631  NETWORK DE5631 145                               1.51   1.29   1.65
 DE5631  -------------------------------------------------------------------
 DE5631
 DE5631.The horizontal coordinates were established by GPS observations
 DE5631.and adjusted by the National Geodetic Survey in February 2007.
 DE5631
 DE5631.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE5631.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE5631.The horizontal coordinates are valid at the epoch date displayed above.
 DE5631.The epoch date for horizontal control is a decimal equivalence
 DE5631.of Year/Month/Day.
 DE5631
 DE5631.The orthometric height was determined by GPS observations and a
 DE5631.high-resolution geoid model.
 DE5631
 DE5631.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5631
 DE5631.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE5631
 DE5631.The ellipsoidal height was determined by GPS observations
 DE5631.and is referenced to NAD 83.
 DE5631
 DE5631.The geoid height was determined by GEOID03.
 DE5631
 DE5631;                    North         East     Units Scale Factor Converg.
 DE5631;SPC OR N     -   141,935.034 2,263,954.522   MT  0.99990515   -2 07 13.0
 DE5631;SPC OR N     -   465,666.12  7,427,672.32   iFT  0.99990515   -2 07 13.0
 DE5631;UTM  10      - 4,972,475.627   461,337.439   MT  0.99961838   -0 20 44.6
 DE5631
 DE5631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5631!SPC OR N     -   0.99996624  x   0.99990515  =   0.99987139
 DE5631!UTM  10      -   0.99996624  x   0.99961838  =   0.99958463
 DE5631
 DE5631                          SUPERSEDED SURVEY CONTROL
 DE5631
 DE5631  NAD 83(1998)-  44 54 16.75899(N)    123 29 23.04747(W) AD(       ) B
 DE5631  ELLIP H (06/19/02)  215.361  (m)                       GP(       ) 4 1
 DE5631
 DE5631.Superseded values are not recommended for survey control.
 DE5631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE5631.See file dsdata.txt to determine how the superseded data were derived.
 DE5631
 DE5631_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ6133772476(NAD 83)
 DE5631_MARKER: DD = SURVEY DISK
 DE5631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE5631_STAMPING: 145 1994
 DE5631_MARK LOGO: OR-053
 DE5631_PROJECTION: FLUSH
 DE5631_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE5631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE5631+STABILITY: SURFACE MOTION
 DE5631_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5631+SATELLITE: SATELLITE OBSERVATIONS - August 01, 1994
 DE5631
 DE5631  HISTORY     - Date     Condition        Report By
 DE5631  HISTORY     - 19940801 MONUMENTED       OR-053
 DE5631
 DE5631                          STATION DESCRIPTION
 DE5631
 DE5631'DESCRIBED BY POLK COUNTY OREGON 1994 (JDN)
 DE5631'THE STATION IS LOCATED ABOUT 6.04 KM (3.75 MI) NORTHWEST OF FALLS CITY
 DE5631'AND 13.8 KM (8.6 MI)
 DE5631'WEST-SOUTHWEST OF DALLAS, NEAR THE WEST END OF THE DALLAS RESEVOIR,
 DE5631'ROAD NUMBER 1950
 DE5631'INTERSECTS WITH RICKREALL CREEK ROAD 0.52 KM ( 0.32 MI) EASTERLY OF
 DE5631'THE MARK.  IT IS IN THE
 DE5631'SOUTHWEST 1/4 OF SECTION 1 IN T8S R7W, WILLAMETTE MERIDIAN.
 DE5631'OWNERSHIP-- CONTACT BOISE
 DE5631'CASCADE AT 503-838-1610 TO ENTER LANDS AND FOR GATE COMBINATION.
 DE5631' 
 DE5631'TO REACH THE STATIION FROM THE INTERSECTION OF STATE HIGHWAY 223 AND
 DE5631'WEST ELLENDALE
 DE5631'ROAD IN DALLAS, GO WEST ON WEST ELLENDALE ROAD FOR 4.22 KM (2.62 MI)
 DE5631'TO THE INTERSECTION
 DE5631'OF ROBB MILL ROAD (COUNTY ROAD 7603).  TURN RIGHT, NORTH, ON ROBB MILL
 DE5631'ROAD FOR 0.016 KM
 DE5631'(0.01 MI) TO THE INTERSECTION OF MARTIN ROAD (COUNTY ROAD 7604). TURN
 DE5631'LEFT, WEST, ON MARTIN
 DE5631'ROAD FOR 0.53 KM (0.33 MI) TO THE END OF MARTIN ROAD AND A BOISE
 DE5631'CASCADE CORPORATION
 DE5631'GATE.  AT THIS POINT A PRIVATE LOGGING ROAD KNOWN AS RICKREALL CREEK
 DE5631'ROAD CONTINUES TO
 DE5631'THE WEST. GO WEST ON RICKREALL CREEK ROAD FOR 12.32 KM (7.65 MI) TO
 DE5631'THE STATION ON THE
 DE5631'LEFT.  NOTE, THERE IS ANOTHER BOISE CASCADE GATE ON RICKREALL CREEK
 DE5631'ROAD ABOUT 8.85 KM
 DE5631'(5.5 MI)  EAST OF THE STATION WHICH IS USUALLY LOCKED.
 DE5631' 
 DE5631'THE STATION IS A 7.6 CM (3 IN) POLK COUNTY GPS SURVEY MONUMENT BRASS
 DE5631'CAP SET IN THE TOP OF
 DE5631'A 35 CM (14 IN) ROUND CONCRETE POST AND IS FLUSH WITH THE GROUND.  IT
 DE5631'IS JUST SOUTH OF THE
 DE5631'AS-TRAVELLED ROAD, 2.38 M (7.8 FT) EAST-SOUTHEAST FROM A 36 INCH FIR
 DE5631'STUMP WITH A WITNESS
 DE5631'TAG, AND 0.6 M (2.0 FT) SOUTH FROM A CARSONITE WITNESS POST.
 DE5631' 
 DE5631'FOR ADDITIONAL INFORMATION ON HOW TO REACH THIS MONUMENT SEE THE POLK
 DE5631'COUNTY WEB
 DE5631'PAGE AT WWW.CO.POLK.OR.US/PUBLICWORKS/SURVEYS.HTM
 DE5631' 
 DE5631' 
 DE5631'
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0555 ***********************************************************************
 NZ0555  DESIGNATION -  1454
 NZ0555  PID         -  NZ0555
 NZ0555  STATE/COUNTY-  OR/JOSEPHINE
 NZ0555  USGS QUAD   -  SELMA (1996)
 NZ0555
 NZ0555                         *CURRENT SURVEY CONTROL
 NZ0555  ___________________________________________________________________
 NZ0555* NAD 83(1986)-  42 18 40.     (N)    123 36 27.     (W)     SCALED    
 NZ0555* NAVD 88     -       444.599  (meters)    1458.66   (feet)  ADJUSTED  
 NZ0555  ___________________________________________________________________
 NZ0555  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 NZ0555  DYNAMIC HT  -         444.418 (meters)    1458.06  (feet)  COMP
 NZ0555  MODELED GRAV-     980,203.1   (mgal)                       NAVD 88
 NZ0555
 NZ0555  VERT ORDER  -  FIRST     CLASS II
 NZ0555
 NZ0555.The horizontal coordinates were scaled from a topographic map and have
 NZ0555.an estimated accuracy of +/- 6 seconds.
 NZ0555
 NZ0555.The orthometric height was determined by differential leveling
 NZ0555.and adjusted in June 1991.
 NZ0555
 NZ0555.The geoid height was determined by GEOID03.
 NZ0555
 NZ0555.The dynamic height is computed by dividing the NAVD 88
 NZ0555.geopotential number by the normal gravity value computed on the
 NZ0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0555.degrees latitude (g = 980.6199 gals.).
 NZ0555
 NZ0555.The modeled gravity was interpolated from observed gravity values.
 NZ0555
 NZ0555;                    North         East    Units  Estimated Accuracy
 NZ0555;SPC OR S     -    76,340.    1,243,860.      MT  (+/- 180 meters Scaled)
 NZ0555
 NZ0555                          SUPERSEDED SURVEY CONTROL
 NZ0555
 NZ0555  NGVD 29 (??/??/92)  443.606  (m)         1455.40   (f) ADJ UNCH    1 2
 NZ0555
 NZ0555.Superseded values are not recommended for survey control.
 NZ0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0555.See file dsdata.txt to determine how the superseded data were derived.
 NZ0555
 NZ0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM499844(NAD 83)
 NZ0555_MARKER: DD = SURVEY DISK
 NZ0555_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NZ0555_SP_SET: CULVERT
 NZ0555_STAMPING: 1454.653 B 1904
 NZ0555_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0555
 NZ0555  HISTORY     - Date     Condition        Report By
 NZ0555  HISTORY     - 1904     MONUMENTED       USGS
 NZ0555  HISTORY     - 1934     GOOD             NGS
 NZ0555  HISTORY     - 1961     GOOD             NGS
 NZ0555
 NZ0555                          STATION DESCRIPTION
 NZ0555
 NZ0555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NZ0555'6.4 MI SW FROM WONDER.
 NZ0555'6.4 MILES SOUTHWEST ALONG THE REDWOOD HIGHWAY FROM THE POST OFFICE AT
 NZ0555'WONDER, JOSEPHINE COUNTY, 2.3 MILES NORTHEAST OF SELMA, AT THE OLD
 NZ0555'ANDERSON STAGE STATION, 280 FEET SOUTH OF THE ROAD EAST TO DRAPER
 NZ0555'VALLEY, 60 FEET SOUTH OF A HIGHWAY CONCRETE BOX CULVERT, 97 FEET WEST
 NZ0555'OF THE HIGHWAY CENTERLINE AND 5 FEET INSIDE A YARD FENCE.  A UNITED
 NZ0555'STATES GEOLOGICAL SURVEY STANDARD CAP STAMPED 1454.653 B 1904, AND
 NZ0555'RIVETED TO A 3 1/2 INCH IRON PIPE PROJECTING 18 INCHES ABOVE THE
 NZ0555'GROUND.
 NZ0555
 NZ0555                          STATION RECOVERY (1961)
 NZ0555
 NZ0555'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 NZ0555'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0524 ***********************************************************************
 RC0524  DESIGNATION -  1455
 RC0524  PID         -  RC0524
 RC0524  STATE/COUNTY-  OR/SHERMAN
 RC0524  USGS QUAD   -  WASCO (1987)
 RC0524
 RC0524                         *CURRENT SURVEY CONTROL
 RC0524  ___________________________________________________________________
 RC0524* NAD 83(1986)-  45 34 53.     (N)    120 39 04.     (W)     SCALED    
 RC0524* NAVD 88     -       444.394  (meters)    1457.98   (feet)  ADJUSTED  
 RC0524  ___________________________________________________________________
 RC0524  GEOID HEIGHT-         -21.35  (meters)                     GEOID03
 RC0524  DYNAMIC HT  -         444.356 (meters)    1457.86  (feet)  COMP
 RC0524  MODELED GRAV-     980,516.4   (mgal)                       NAVD 88
 RC0524
 RC0524  VERT ORDER  -  FIRST     CLASS II
 RC0524
 RC0524.The horizontal coordinates were scaled from a topographic map and have
 RC0524.an estimated accuracy of +/- 6 seconds.
 RC0524
 RC0524.The orthometric height was determined by differential leveling
 RC0524.and adjusted in June 1991.
 RC0524
 RC0524.The geoid height was determined by GEOID03.
 RC0524
 RC0524.The dynamic height is computed by dividing the NAVD 88
 RC0524.geopotential number by the normal gravity value computed on the
 RC0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0524.degrees latitude (g = 980.6199 gals.).
 RC0524
 RC0524.The modeled gravity was interpolated from observed gravity values.
 RC0524
 RC0524;                    North         East    Units  Estimated Accuracy
 RC0524;SPC OR N     -   212,780.    2,488,210.      MT  (+/- 180 meters Scaled)
 RC0524
 RC0524                          SUPERSEDED SURVEY CONTROL
 RC0524
 RC0524  NGVD 29 (??/??/92)  443.388  (m)         1454.68   (f) ADJ UNCH    1 2
 RC0524
 RC0524.Superseded values are not recommended for survey control.
 RC0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0524.See file dsdata.txt to determine how the superseded data were derived.
 RC0524
 RC0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR832502(NAD 83)
 RC0524_MARKER: DD = SURVEY DISK
 RC0524_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RC0524_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RC0524_STAMPING: 1454.649 H 1904
 RC0524_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC0524
 RC0524  HISTORY     - Date     Condition        Report By
 RC0524  HISTORY     - 1904     MONUMENTED       USGS
 RC0524  HISTORY     - 1961     GOOD             NGS
 RC0524
 RC0524                          STATION DESCRIPTION
 RC0524
 RC0524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RC0524'2.4 MI E FROM WASCO.
 RC0524'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 97 AND STATE HIGHWAY 206 AT
 RC0524'WASCO, GO EAST ON STATE HIGHWAY 206 FOR 0.8 MILE, TAKE LEFT FORK ON A
 RC0524'GRAVELED ROAD, GO 1.6 MILE, TURN RIGHT ON A PRIVATE FARM ROAD, GO 0.2
 RC0524'MILE TO JUST BEFORE REACHING THE RANCH OF MR. M. TOMAS AND THE UNION
 RC0524'PACIFIC RAILROAD TRACKS.  LOCATED ABOUT 16 FEET NORTH OF THE ROAD, AND
 RC0524'28 FEET NORTH OF THE CENTER LINE OF THE RAILROAD TRACKS.  A STANDARD
 RC0524'DISK RIVETED TO THE TOP OF A 3-1/2-INCH IRON PIPE ENCASED IN CONCRETE
 RC0524'TOP PROJECTING ABOUT 6-INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0153 ***********************************************************************
 QD0153  DESIGNATION -  1456
 QD0153  PID         -  QD0153
 QD0153  STATE/COUNTY-  OR/JEFFERSON
 QD0153  USGS QUAD   -  MUDDY RANCH (1987)
 QD0153
 QD0153                         *CURRENT SURVEY CONTROL
 QD0153  ___________________________________________________________________
 QD0153* NAD 83(1986)-  44 45 36.     (N)    120 23 31.     (W)     SCALED    
 QD0153* NAVD 88     -       444.906  (meters)    1459.66   (feet)  ADJUSTED  
 QD0153  ___________________________________________________________________
 QD0153  GEOID HEIGHT-         -20.51  (meters)                     GEOID03
 QD0153  DYNAMIC HT  -         444.812 (meters)    1459.35  (feet)  COMP
 QD0153  MODELED GRAV-     980,393.7   (mgal)                       NAVD 88
 QD0153
 QD0153  VERT ORDER  -  FIRST     CLASS II
 QD0153
 QD0153.The horizontal coordinates were scaled from a topographic map and have
 QD0153.an estimated accuracy of +/- 6 seconds.
 QD0153
 QD0153.The orthometric height was determined by differential leveling
 QD0153.and adjusted in June 1991.
 QD0153.WARNING-Repeat measurements at this control monument indicate possible
 QD0153.vertical movement.
 QD0153
 QD0153.The geoid height was determined by GEOID03.
 QD0153
 QD0153.The dynamic height is computed by dividing the NAVD 88
 QD0153.geopotential number by the normal gravity value computed on the
 QD0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0153.degrees latitude (g = 980.6199 gals.).
 QD0153
 QD0153.The modeled gravity was interpolated from observed gravity values.
 QD0153
 QD0153;                    North         East    Units  Estimated Accuracy
 QD0153;SPC OR N     -   121,500.    2,508,560.      MT  (+/- 180 meters Scaled)
 QD0153
 QD0153                          SUPERSEDED SURVEY CONTROL
 QD0153
 QD0153  NGVD 29 (??/??/92)  443.799  (m)         1456.03   (f) ADJ UNCH    1 2
 QD0153
 QD0153.Superseded values are not recommended for survey control.
 QD0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0153.See file dsdata.txt to determine how the superseded data were derived.
 QD0153
 QD0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGQ064595(NAD 83)
 QD0153_MARKER: P = PIPE CAP
 QD0153_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QD0153_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QD0153_STAMPING: 1456 1915
 QD0153_MARK LOGO: USGS  
 QD0153_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0153
 QD0153  HISTORY     - Date     Condition        Report By
 QD0153  HISTORY     - 1915     MONUMENTED       USGS
 QD0153  HISTORY     - 1936     GOOD             NGS
 QD0153  HISTORY     - 1987     GOOD             USPSQD
 QD0153  HISTORY     - 1987     POOR             NGS
 QD0153
 QD0153                          STATION DESCRIPTION
 QD0153
 QD0153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 QD0153'22.2 MI NW FROM MITCHELL.
 QD0153'22.2 MILES NORTHWEST OF MITCHELL POST OFFICE ALONG MITCHELL-ANTELOPE
 QD0153'ROAD.  5.1 MILES NORTHEAST OF BURNT RANCH POST OFFICE.  AT KASER RANCH
 QD0153'HOUSE, WHICH WAS FORMERLY BURNT RANCH POST OFFICE.  40 FEET NORTH OF
 QD0153'YARD GATE.  32 FEET NORTHEAST OF CENTER LINE OF AND OUTSIDE OF CURVE
 QD0153'OF ROAD.  2 FEET SOUTH OF GATE TO FIELD.  1 FOOT WEST OF YARD FENCE.
 QD0153
 QD0153                          STATION RECOVERY (1987)
 QD0153
 QD0153'RECOVERY NOTE BY US POWER SQUADRON 1987 (KRN)
 QD0153'RECOVERED IN GOOD CONDITION.
 QD0153
 QD0153                          STATION RECOVERY (1987)
 QD0153
 QD0153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QD0153'RECOVERED IN POOR CONDITION.  NEW DESCRIPTION FOLLOWS.  5.5 KM
 QD0153'(3.40 MI) WEST ALONG US HIGHWAY 26 FROM THE JUNCTION OF STATE HIGHWAY
 QD0153'207 IN MITCHELL, THENCE 28.6 KM (17.75 MI) NORTHWEST ALONG BRIDGE
 QD0153'CREEK ROAD TO THE CHERRY CREEK RANCH HOUSE, 10.05 M (33.0 FT)
 QD0153'SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE, 27.4 M (89.9 FT)
 QD0153'NORTH OF THE ROAD CENTER, 16.8 M (55.1 FT) NORTH OF THE CENTER OF A
 QD0153'DRIVEWAY.  THE PIPE CAP IS MUTILATED AND SLANTED. THE SURVEY ROD WAS
 QD0153'HELD OVER THE -ING- OF THE WORD DISTURBING.
 QD0153'THE MARK IS 1.5 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0337 ***********************************************************************
 PB0337  DESIGNATION -  146
 PB0337  PID         -  PB0337
 PB0337  STATE/COUNTY-  OR/KLAMATH
 PB0337  USGS QUAD   -  MUTTONCHOP BUTTE (1967)
 PB0337
 PB0337                         *CURRENT SURVEY CONTROL
 PB0337  ___________________________________________________________________
 PB0337* NAD 83(1986)-  43 17 30.     (N)    121 45 56.     (W)     SCALED    
 PB0337* NAVD 88     -      1438.16   (+/-2cm)    4718.4    (feet)  VERTCON   
 PB0337  ___________________________________________________________________
 PB0337  GEOID HEIGHT-         -21.33  (meters)                     GEOID03
 PB0337  VERT ORDER  -  ? (See Below)
 PB0337
 PB0337.The horizontal coordinates were scaled from a topographic map and have
 PB0337.an estimated accuracy of +/- 6 seconds.
 PB0337
 PB0337.The NAVD 88 height was computed by applying the VERTCON shift value to
 PB0337.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PB0337.The vertical order pertains to the NGVD 29 superseded value.
 PB0337
 PB0337.The geoid height was determined by GEOID03.
 PB0337
 PB0337;                    North         East    Units  Estimated Accuracy
 PB0337;SPC OR S     -   181,290.    1,397,310.      MT  (+/- 180 meters Scaled)
 PB0337
 PB0337                          SUPERSEDED SURVEY CONTROL
 PB0337
 PB0337  NGVD 29 (??/??/92) 1436.833  (m)         4714.01   (f) ADJ UNCH    ?  
 PB0337
 PB0337.Superseded values are not recommended for survey control.
 PB0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0337.See file dsdata.txt to determine how the superseded data were derived.
 PB0337
 PB0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFN001939(NAD 83)
 PB0337_MARKER: N = NAIL
 PB0337_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PB0337_SP_SET: PINE STUMP
 PB0337_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PB0337
 PB0337  HISTORY     - Date     Condition        Report By
 PB0337  HISTORY     - UNK      MONUMENTED       USGS
 PB0337  HISTORY     - 1934     GOOD             NGS
 PB0337
 PB0337                          STATION DESCRIPTION
 PB0337
 PB0337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PB0337'5.6 MI N FROM CHEMULT.
 PB0337'5.6 MILES NORTH ALONG THE DALLES - CALIFORNIA HIGHWAY FROM CHEMULT,
 PB0337'KLAMATH COUNTY, AT MILEAGE 201.8, 90 FEET SOUTH OF THE INTERSECTION OF
 PB0337'THE OLD STAGE ROAD AND THE HIGHWAY, 85 FEET NORTH OF A CULVERT, 35
 PB0337'FEET WEST OF THE HIGHWAY CENTERLINE, ON THE EAST BASE OF A 20 INCH
 PB0337'FORKED PINE STUMP.  THE HEAD OF A NAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0336 ***********************************************************************
 PB0336  DESIGNATION -  147
 PB0336  PID         -  PB0336
 PB0336  STATE/COUNTY-  OR/KLAMATH
 PB0336  USGS QUAD   -  MUTTONCHOP BUTTE (1967)
 PB0336
 PB0336                         *CURRENT SURVEY CONTROL
 PB0336  ___________________________________________________________________
 PB0336* NAD 83(1986)-  43 19 44.     (N)    121 45 23.     (W)     SCALED    
 PB0336* NAVD 88     -      1418.92   (+/-2cm)    4655.2    (feet)  VERTCON   
 PB0336  ___________________________________________________________________
 PB0336  GEOID HEIGHT-         -21.30  (meters)                     GEOID03
 PB0336  VERT ORDER  -  ? (See Below)
 PB0336
 PB0336.The horizontal coordinates were scaled from a topographic map and have
 PB0336.an estimated accuracy of +/- 6 seconds.
 PB0336
 PB0336.The NAVD 88 height was computed by applying the VERTCON shift value to
 PB0336.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PB0336.The vertical order pertains to the NGVD 29 superseded value.
 PB0336
 PB0336.The geoid height was determined by GEOID03.
 PB0336
 PB0336;                    North         East    Units  Estimated Accuracy
 PB0336;SPC OR S     -   185,410.    1,398,120.      MT  (+/- 180 meters Scaled)
 PB0336
 PB0336                          SUPERSEDED SURVEY CONTROL
 PB0336
 PB0336  NGVD 29 (??/??/92) 1417.609  (m)         4650.94   (f) ADJ UNCH    ?  
 PB0336
 PB0336.Superseded values are not recommended for survey control.
 PB0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0336.See file dsdata.txt to determine how the superseded data were derived.
 PB0336
 PB0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFN008980(NAD 83)
 PB0336_MARKER: N = NAIL
 PB0336_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PB0336_SP_SET: PINE TREE
 PB0336_STAMPING: 4651
 PB0336_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PB0336
 PB0336  HISTORY     - Date     Condition        Report By
 PB0336  HISTORY     - UNK      MONUMENTED       USGS
 PB0336  HISTORY     - 1934     GOOD             NGS
 PB0336
 PB0336                          STATION DESCRIPTION
 PB0336
 PB0336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PB0336'8.3 MI N FROM CHEMULT.
 PB0336'8.3 MILES NORTH ALONG THE DALLES - CALIFORNIA HIGHWAY FROM CHEMULT,
 PB0336'KLAMATH COUNTY, 9.9 MILES SOUTH OF CRESCENT, AT MILEAGE 199.2, 0.2
 PB0336'MILES SOUTH OF THE ODELL LAKE ROAD, 120 FEET NORTH OF THE CRESCENT
 PB0336'SIDEING FIRE ROAD, AT THE TOP OF A GRADE, 115 FEET EAST OF THE HIGHWAY
 PB0336'CENTERLINE, A 30 INCH PINE TREE WITH A TRIANGULAR BLAZE SCRIBED 4651.
 PB0336'3.2 FEET BELOW THE BLAZE, THE HEAD OF A NAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0335 ***********************************************************************
 PB0335  DESIGNATION -  148
 PB0335  PID         -  PB0335
 PB0335  STATE/COUNTY-  OR/KLAMATH
 PB0335  USGS QUAD   -  WALKER MTN (1967)
 PB0335
 PB0335                         *CURRENT SURVEY CONTROL
 PB0335  ___________________________________________________________________
 PB0335* NAD 83(1986)-  43 20 35.     (N)    121 44 58.     (W)     SCALED    
 PB0335* NAVD 88     -      1420.34   (+/-2cm)    4659.9    (feet)  VERTCON   
 PB0335  ___________________________________________________________________
 PB0335  GEOID HEIGHT-         -21.30  (meters)                     GEOID03
 PB0335  VERT ORDER  -  ? (See Below)
 PB0335
 PB0335.The horizontal coordinates were scaled from a topographic map and have
 PB0335.an estimated accuracy of +/- 6 seconds.
 PB0335
 PB0335.The NAVD 88 height was computed by applying the VERTCON shift value to
 PB0335.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PB0335.The vertical order pertains to the NGVD 29 superseded value.
 PB0335
 PB0335.The geoid height was determined by GEOID03.
 PB0335
 PB0335;                    North         East    Units  Estimated Accuracy
 PB0335;SPC OR S     -   186,970.    1,398,700.      MT  (+/- 180 meters Scaled)
 PB0335
 PB0335                          SUPERSEDED SURVEY CONTROL
 PB0335
 PB0335  NGVD 29 (??/??/92) 1419.040  (m)         4655.63   (f) ADJ UNCH    ?  
 PB0335
 PB0335.Superseded values are not recommended for survey control.
 PB0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0335.See file dsdata.txt to determine how the superseded data were derived.
 PB0335
 PB0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFN013996(NAD 83)
 PB0335_MARKER: N = NAIL
 PB0335_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PB0335_SP_SET: PINE TREE
 PB0335_STAMPING: 4656 BM 148
 PB0335_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PB0335
 PB0335  HISTORY     - Date     Condition        Report By
 PB0335  HISTORY     - UNK      MONUMENTED       USGS
 PB0335  HISTORY     - 1934     MARK NOT FOUND   NGS
 PB0335
 PB0335                          STATION DESCRIPTION
 PB0335
 PB0335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PB0335'9.3 MI S FROM CRESCENT.
 PB0335'9.3 MILES SOUTH ALONG THE DALLES-CALIFORNIA HIGHWAY (U.S. 97) FROM
 PB0335'CRESCENT, KLAMATH COUNTY, EAST OF THE OLD STAGE ROAD, AND IN THE BASE
 PB0335'OF A 30-INCH PONDEROSA PINE TREE MARKED WITH A TRIANGULAR BLAZE AND AN
 PB0335'ALUMINUM TAG STAMPED 4656 BM 148.  A NAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2642 ***********************************************************************
 RC2642  DESIGNATION -  148 L
 RC2642  PID         -  RC2642
 RC2642  STATE/COUNTY-  OR/WASCO
 RC2642  USGS QUAD   -  WISHRAM (1994)
 RC2642
 RC2642                         *CURRENT SURVEY CONTROL
 RC2642  ___________________________________________________________________
 RC2642* NAD 83(1991)-  45 39 05.35421(N)    120 56 58.33053(W)     ADJUSTED  
 RC2642* NAVD 88     -        97.8    (meters)     321.     (feet)  VERTCON   
 RC2642  ___________________________________________________________________
 RC2642  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 RC2642  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 RC2642  HORZ ORDER  -  SECOND
 RC2642
 RC2642.The horizontal coordinates were established by classical geodetic methods
 RC2642.and adjusted by the National Geodetic Survey in October 1991.
 RC2642
 RC2642.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC2642.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC2642
 RC2642.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2642
 RC2642.The geoid height was determined by GEOID03.
 RC2642
 RC2642;                    North         East     Units Scale Factor Converg.
 RC2642;SPC OR N     -   220,657.216 2,464,962.090   MT  0.99993006   -0 19 07.7
 RC2642;SPC OR N     -   723,941.00  8,087,145.96   iFT  0.99993006   -0 19 07.7
 RC2642;SPC WA S     -    35,463.323   464,958.030   MT  1.00004617   -0 19 35.5
 RC2642;SPC WA S     -   116,349.25  1,525,449.80   sFT  1.00004617   -0 19 35.5
 RC2642;UTM  10      - 5,057,371.281   659,765.295   MT  0.99991382   +1 27 59.8
 RC2642
 RC2642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2642!SPC OR N     -   0.99998802  x   0.99993006  =   0.99991808
 RC2642!SPC WA S     -   0.99998802  x   1.00004617  =   1.00003419
 RC2642!UTM  10      -   0.99998802  x   0.99991382  =   0.99990184
 RC2642
 RC2642|---------------------------------------------------------------------|
 RC2642| PID    Reference Object                     Distance      Geod. Az  |
 RC2642|                                                           dddmmss.s |
 RC2642| CF5137 148 L RM 1                            6.462 METERS 07748     |
 RC2642| CF5138 148 L RM 2                           10.629 METERS 16729     |
 RC2642| RC2638 HORSESHOE FALLS LIGHT               APPROX. 1.9 KM 2494447.2 |
 RC2642|---------------------------------------------------------------------|
 RC2642
 RC2642                          SUPERSEDED SURVEY CONTROL
 RC2642
 RC2642  NAD 83(1986)-  45 39 05.36647(N)    120 56 58.32441(W) AD(       ) 2
 RC2642  NAD 27      -  45 39 05.91100(N)    120 56 54.08700(W) AD(       ) 2
 RC2642  NGVD 29 (07/19/86)   96.8    (m)          318.     (f) VERT ANG    3  
 RC2642
 RC2642.Superseded values are not recommended for survey control.
 RC2642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2642.See file dsdata.txt to determine how the superseded data were derived.
 RC2642
 RC2642_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR5976557371(NAD 83)
 RC2642
 RC2642  HISTORY     - Date     Condition        Report By
 RC2642  HISTORY     - 1916     MONUMENTED       USE
 RC2642  HISTORY     - 1956     SEE DESCRIPTION  USGS
 RC2642  HISTORY     - 1959     SEE DESCRIPTION  CGS
 RC2642
 RC2642                          STATION DESCRIPTION
 RC2642
 RC2642'DESCRIBED BY US ENGINEERS 1916 (CVH)
 RC2642'ABOUT EIGHT-TENTH MILE EAST OF CELILO, OREG., AND 190 FEET ABOVE
 RC2642'THE RIVER LEVEL, OPPOSITE, AND 200 FEET ABOVE MILEPOST NO. 101 OF
 RC2642'THE OREGON-WASHINGTON RAILROAD AND NAVIGATION CO.  THE STATION
 RC2642'IS MARKED BY A SMALL PIPE CEMENTED IN ROCK.
 RC2642
 RC2642                          STATION RECOVERY (1956)
 RC2642
 RC2642'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 RC2642'STATION MARK FOUND WAS A U.S.C. AND G.S. TABLET STAMPED 148 L
 RC2642'1916.  IT AGREES WITH THE DESCRIPTION AS WRITTEN FOR 148 L (USE)
 RC2642'BUT THE MARK IS A STANDARD TABLET INSTEAD OF IRON PIPE AS
 RC2642'DESCRIBED IN THE DESCRIPTION.
 RC2642'
 RC2642'THE ELEVATION SHOWN WAS OBTAINED BY PLANE TABLE STADIA FROM BM
 RC2642'V-121 WHICH IS ABOUT 500 FEET FROM THE STATION.  THE ELEVATION
 RC2642'SHOWN AS 318 FEET SHOULD BE 310 FEET.
 RC2642
 RC2642                          STATION RECOVERY (1959)
 RC2642
 RC2642'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LGT)
 RC2642'THE STATION IS ABOUT 0.8 MILE EAST OF CELILO VILLAGE, OREGON, ABOUT
 RC2642'200 FEET SOUTH OF U.S. HIGHWAY 30, ABOUT 120 FEET ABOVE THE COLUMBIA
 RC2642'RIVER, AND ABOUT TEN FEET FROM THE EDGE OF A FLAT-TOPPED,
 RC2642'PROMINENT, ROCK BLUFF THAT IS ABOUT 80 FEET ABOVE THE OREGON TRUNK
 RC2642'RAILROAD.
 RC2642'
 RC2642'THE STATION IS A STANDARD DISK STAMPED 148 L U S E 1916 SET IN A
 RC2642'DRILL HOLE IN BEDROCK.
 RC2642'
 RC2642'TWO REFERENCE MARKS WERE SET AT THIS TIME.  REFERENCE MARK NUMBER
 RC2642'ONE IS A STANDARD DISK STAMPED 148 L U S E NO. 1 1916 CEMENTED IN
 RC2642'A DRILL HOLE IN BEDROCK ON THE EDGE OF THE BLUFF.  IT IS EAST OF
 RC2642'AND ON THE SAME LEVEL AS THE STATION MARK.
 RC2642'
 RC2642'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED 148 L U S E
 RC2642'NO. 2 1916 CEMENTED IN A DRILL HOLE IN BEDROCK.  IT IS SOUTH OF AND
 RC2642'ON THE SAME LEVEL AS THE STATION MARK.
 RC2642'
 RC2642'TO REACH THE STATION FROM THE RAILROAD BRIDGE AT CELILO, GO EAST
 RC2642'ON U.S. HIGHWAY 30 FOR 1.65 MILES TO A TURNOUT ON THE LEFT OR
 RC2642'NORTH SIDE OF THE HIGHWAY.  PARK THE TRUCK HERE AND PACK SOUTH UP
 RC2642'THE EAST SIDE OF THE ROCK BLUFF TO THE TOP, THEN NORTHWEST TO THE
 RC2642'EDGE AND THE STATION.  THIS IS ABOUT A TEN MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0033 ***********************************************************************
 QE0033  DESIGNATION -  1487=E 123
 QE0033  PID         -  QE0033
 QE0033  STATE/COUNTY-  OR/MARION
 QE0033  USGS QUAD   -  DETROIT (1994)
 QE0033
 QE0033                         *CURRENT SURVEY CONTROL
 QE0033  ___________________________________________________________________
 QE0033* NAD 83(1986)-  44 43 27.     (N)    122 07 55.     (W)     SCALED    
 QE0033* NAVD 88     -       454.633  (meters)    1491.58   (feet)  ADJUSTED  
 QE0033  ___________________________________________________________________
 QE0033  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 QE0033  DYNAMIC HT  -         454.534 (meters)    1491.25  (feet)  COMP
 QE0033  MODELED GRAV-     980,386.4   (mgal)                       NAVD 88
 QE0033
 QE0033  VERT ORDER  -  FIRST     CLASS II
 QE0033
 QE0033.The horizontal coordinates were scaled from a topographic map and have
 QE0033.an estimated accuracy of +/- 6 seconds.
 QE0033
 QE0033.The orthometric height was determined by differential leveling
 QE0033.and adjusted in June 1991.
 QE0033
 QE0033.The geoid height was determined by GEOID03.
 QE0033
 QE0033.The dynamic height is computed by dividing the NAVD 88
 QE0033.geopotential number by the normal gravity value computed on the
 QE0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0033.degrees latitude (g = 980.6199 gals.).
 QE0033
 QE0033.The modeled gravity was interpolated from observed gravity values.
 QE0033
 QE0033;                    North         East    Units  Estimated Accuracy
 QE0033;SPC OR N     -   118,820.    2,370,730.      MT  (+/- 180 meters Scaled)
 QE0033
 QE0033                          SUPERSEDED SURVEY CONTROL
 QE0033
 QE0033  NGVD 29 (??/??/92)  453.533  (m)         1487.97   (f) ADJ UNCH    1 2
 QE0033
 QE0033.Superseded values are not recommended for survey control.
 QE0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0033.See file dsdata.txt to determine how the superseded data were derived.
 QE0033
 QE0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ687526(NAD 83)
 QE0033_MARKER: DD = SURVEY DISK
 QE0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0033_STAMPING: E 123 1941
 QE0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0033+STABILITY: SURFACE MOTION
 QE0033
 QE0033  HISTORY     - Date     Condition        Report By
 QE0033  HISTORY     - 1941     MONUMENTED       USGS
 QE0033  HISTORY     - 1941     GOOD             NGS
 QE0033  HISTORY     - 1955     MARK NOT FOUND   NGS
 QE0033
 QE0033                          STATION DESCRIPTION
 QE0033
 QE0033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QE0033'1.25 MI E FROM DETROIT.
 QE0033'MARK IS LOCATED ALONG NORTH BANK OF NORTH SANTIAM RIVER, ABOUT 150
 QE0033'FEET SOUTH OF HIGHWAY, ON LOWER BENCH BELOW THREE COTTAGES IN OLD
 QE0033'ORCHARD 125 FEET SOUTH OF SOUTHERN PACIFIC COMPANY TRACK, 30 FEET
 QE0033'NORTH OF NORTH SANRIAM RIVER, 41.8 FEET UPSTREAM FROM WATER-STAGE
 QE0033'RECORNDER SHELTER.  11 1/2 FEET ABOVE ZERO OF GAGE.  U.S.B.M. WITNESS
 QE0033'POST IS SET NEAR THE MARK.
 QE0033
 QE0033                          STATION RECOVERY (1955)
 QE0033
 QE0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 QE0033'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 DE5632 ***********************************************************************
 DE5632  DESIGNATION -  149
 DE5632  PID         -  DE5632
 DE5632  STATE/COUNTY-  OR/LINCOLN
 DE5632  USGS QUAD   -  WARNICKE CREEK (1974)
 DE5632
 DE5632                         *CURRENT SURVEY CONTROL
 DE5632  ___________________________________________________________________
 DE5632* NAD 83(2007)-  44 55 09.11229(N)    123 44 49.76599(W)     ADJUSTED  
 DE5632* NAVD 88     -       944.2    (meters)    3098.     (feet)  GPS OBS   
 DE5632  ___________________________________________________________________
 DE5632  EPOCH DATE  -        2007.00
 DE5632  X           -  -2,513,540.502 (meters)                     COMP
 DE5632  Y           -  -3,762,183.275 (meters)                     COMP
 DE5632  Z           -   4,481,645.948 (meters)                     COMP
 DE5632  LAPLACE CORR-           9.06  (seconds)                    DEFLEC99
 DE5632  ELLIP HEIGHT-         922.755 (meters)          (02/10/07) ADJUSTED
 DE5632  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 DE5632
 DE5632  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE5632  Type    PID    Designation                      North   East  Ellip
 DE5632  -------------------------------------------------------------------
 DE5632  NETWORK DE5632 149                               2.53   2.23   2.84
 DE5632  -------------------------------------------------------------------
 DE5632
 DE5632.The horizontal coordinates were established by GPS observations
 DE5632.and adjusted by the National Geodetic Survey in February 2007.
 DE5632
 DE5632.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE5632.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE5632.The horizontal coordinates are valid at the epoch date displayed above.
 DE5632.The epoch date for horizontal control is a decimal equivalence
 DE5632.of Year/Month/Day.
 DE5632
 DE5632.The orthometric height was determined by GPS observations and a
 DE5632.high-resolution geoid model.
 DE5632
 DE5632.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5632
 DE5632.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE5632
 DE5632.The ellipsoidal height was determined by GPS observations
 DE5632.and is referenced to NAD 83.
 DE5632
 DE5632.The geoid height was determined by GEOID03.
 DE5632
 DE5632;                    North         East     Units Scale Factor Converg.
 DE5632;SPC OR N     -   144,334.079 2,243,705.957   MT  0.99990402   -2 18 10.2
 DE5632;SPC OR N     -   473,537.00  7,361,240.02   iFT  0.99990402   -2 18 10.2
 DE5632;UTM  10      - 4,974,245.874   441,029.866   MT  0.99964276   -0 31 39.3
 DE5632
 DE5632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5632!SPC OR N     -   0.99985534  x   0.99990402  =   0.99975938
 DE5632!UTM  10      -   0.99985534  x   0.99964276  =   0.99949816
 DE5632
 DE5632                          SUPERSEDED SURVEY CONTROL
 DE5632
 DE5632  NAD 83(1998)-  44 55 09.10962(N)    123 44 49.76873(W) AD(       ) B
 DE5632  ELLIP H (06/19/02)  922.762  (m)                       GP(       ) 4 1
 DE5632
 DE5632.Superseded values are not recommended for survey control.
 DE5632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE5632.See file dsdata.txt to determine how the superseded data were derived.
 DE5632
 DE5632_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ4103074246(NAD 83)
 DE5632_MARKER: DD = SURVEY DISK
 DE5632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE5632_STAMPING: 149 1994
 DE5632_MARK LOGO: OR-053
 DE5632_PROJECTION: RECESSED 5 CENTIMETERS
 DE5632_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE5632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE5632+STABILITY: SURFACE MOTION
 DE5632_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5632+SATELLITE: SATELLITE OBSERVATIONS - August 01, 1994
 DE5632
 DE5632  HISTORY     - Date     Condition        Report By
 DE5632  HISTORY     - 19940801 MONUMENTED       OR-053
 DE5632
 DE5632                          STATION DESCRIPTION
 DE5632
 DE5632'DESCRIBED BY POLK COUNTY OREGON 1994 (JDN)
 DE5632'THE STATION IS LOCATED ON TOP OF STOTT MOUNTAIN IN LINCOLN COUNTY,
 DE5632'ABOUT 19.3 KM (12 MI)
 DE5632'SOUTHWEST OF GRAND RONDE AND 33.8 KM (21 MI) WEST OF DALLAS, IN THE
 DE5632'NORTHEAST 1/4 OF
 DE5632'SECTION 35 T7S R9W, WILLAMETTE MERIDIAN.  OWNERSHIP-- THE STATION IS
 DE5632'ON GEORGIA-PACIFIC
 DE5632'PROPERTY (541-336-2211).  YOU MUST CROSS MIAMI CORPORATION
 DE5632'(503-472-7186), WILLAMETTE
 DE5632'INDUSTRIES (503-623-2351) AND STIMSON TIMBER (503-879-5333) LANDS.
 DE5632' 
 DE5632'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 18 AND
 DE5632'GRAND RONDE ROAD,
 DE5632'IN GRAND RONDE, GO WEST ON HIGHWAY 18 FOR 7.39 KM (4.59 MI) TO HIGHWAY
 DE5632'MILE 16.56 AND A
 DE5632'GATED LOGGING ROAD, KNOWN AS THE  MURPHY ROAD.  CONTACT THE MIAMI
 DE5632'CORPORATION  FOR
 DE5632'PERMISSION TO ENTER AND TO RECEIVE A KEY FOR THE GATE. TURN LEFT,
 DE5632'PASSING THROUGH THE
 DE5632'GATE AND GO SOUTHWEST, ON THE MURPHY ROAD FOR 4.23 KM (2.63 MI) TO AN
 DE5632'INTERSECTION WITH
 DE5632'A ROAD ON THE RIGHT.  STAY ON THE MURPHY ROAD AND CONTINUE FOR 7.33 KM
 DE5632'(4.55 MI) TO
 DE5632'ANOTHER GATE. KEYS FOR BOTH MIAMI CORPORATION AND WILLAMETTE
 DE5632'INDUSRTIES WILL OPEN THIS
 DE5632'GATE.  AT THIS GATE THE ROAD CHANGES NAMES TO THE 100  ROAD.  GO SOUTH
 DE5632'ON THE 100 ROAD
 DE5632'FOR 4.72 KM (2.93 MI) TO THE INTERSECTION OF THE 300 ROAD TO THE EAST.
 DE5632'CONTINUE SOUTH ON
 DE5632'THE 100 ROAD FOR 5.80 KM (3.60 MI) TO AN INTERSECTION WITH A ROAD
 DE5632'GOING TO THE EAST AND
 DE5632'WEST.  TURN LEFT, EAST, ON ROAD FOR 1.74 KM (1.08 MI) TO AN
 DE5632'INTERSECTION.  TURN RIGHT,
 DE5632'SOUTHERLY, ON ROAD FOR 0.50 KM (0.31 MI) TO THE END OF THE ROAD AT AN
 DE5632'OLD LOG LANDING. THE
 DE5632'STATION IS AT THE SOUTHERLY END OF THE LOG LANDING.
 DE5632' 
 DE5632'THE STATION IS A 7.6 CM (3 IN) POLK COUNTY GPS SURVEY MONUMENT BRASS
 DE5632'CAP SET IN THE TOP OF
 DE5632'A 35 CM (14 IN) ROUND CONCRETE POST FLUSH WITH THE GROUND.  A
 DE5632'CARSONITE WITNESS POST
 DE5632'BEARS SOUTH 0.3 M (1.0 FT).
 DE5632' 
 DE5632'FOR ADDITIONAL INFORMATION ON HOW TO REACH THIS MONUMENT SEE THE POLK
 DE5632'COUNTY WEB
 DE5632'PAGE AT WWW.CO.POLK.OR.US/PUBLICWORKS/SURVEYS.HTM
 DE5632' 
 DE5632' 
 DE5632'
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2647 ***********************************************************************
 RC2647  DESIGNATION -  149 L ECC
 RC2647  PID         -  RC2647
 RC2647  STATE/COUNTY-  OR/WASCO
 RC2647  USGS QUAD   -  WISHRAM (1994)
 RC2647
 RC2647                         *CURRENT SURVEY CONTROL
 RC2647  ___________________________________________________________________
 RC2647* NAD 83(1991)-  45 38 50.37134(N)    120 57 51.69673(W)     ADJUSTED  
 RC2647* NAVD 88     -        60.2    (meters)     198.     (feet)  VERTCON   
 RC2647  ___________________________________________________________________
 RC2647  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 RC2647  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 RC2647  HORZ ORDER  -  SECOND
 RC2647
 RC2647.The horizontal coordinates were established by classical geodetic methods
 RC2647.and adjusted by the National Geodetic Survey in October 1991.
 RC2647
 RC2647.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC2647.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC2647
 RC2647.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2647
 RC2647.The geoid height was determined by GEOID03.
 RC2647
 RC2647;                    North         East     Units Scale Factor Converg.
 RC2647;SPC OR N     -   220,201.218 2,463,804.031   MT  0.99992945   -0 19 45.5
 RC2647;SPC OR N     -   722,444.94  8,083,346.56   iFT  0.99992945   -0 19 45.5
 RC2647;SPC WA S     -    35,007.431   463,799.773   MT  1.00004735   -0 20 14.3
 RC2647;SPC WA S     -   114,853.55  1,521,649.76   sFT  1.00004735   -0 20 14.3
 RC2647;UTM  10      - 5,056,879.435   658,622.025   MT  0.99990934   +1 27 21.2
 RC2647
 RC2647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2647!SPC OR N     -   0.99999392  x   0.99992945  =   0.99992337
 RC2647!SPC WA S     -   0.99999392  x   1.00004735  =   1.00004127
 RC2647!UTM  10      -   0.99999392  x   0.99990934  =   0.99990326
 RC2647
 RC2647|---------------------------------------------------------------------|
 RC2647| PID    Reference Object                     Distance      Geod. Az  |
 RC2647|                                                           dddmmss.s |
 RC2647| RC0651 15=149 L                              4.900 METERS 32055     |
 RC2647| RC2645 WEST                                APPROX. 3.0 KM 3260131.4 |
 RC2647| RC2636 FALLBRIDGE STANDPIPE                APPROX. 1.0 KM 3494059.0 |
 RC2647|---------------------------------------------------------------------|
 RC2647
 RC2647                          SUPERSEDED SURVEY CONTROL
 RC2647
 RC2647  NAD 83(1986)-  45 38 50.38366(N)    120 57 51.69056(W) AD(       ) 2
 RC2647  NAD 27      -  45 38 50.92500(N)    120 57 47.45600(W) AD(       ) 2
 RC2647  NGVD 29 (07/19/86)   59.2    (m)          194.     (f) VERT ANG    3  
 RC2647
 RC2647.Superseded values are not recommended for survey control.
 RC2647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2647.See file dsdata.txt to determine how the superseded data were derived.
 RC2647
 RC2647_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR5862256879(NAD 83)
 RC2647
 RC2647  HISTORY     - Date     Condition        Report By
 RC2647  HISTORY     - 1916     MONUMENTED       USE
 RC2647
 RC2647                          STATION DESCRIPTION
 RC2647
 RC2647'DESCRIBED BY US ENGINEERS 1916
 RC2647'SEE STATION 149 L USE
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC0424 ***********************************************************************
 SC0424  DESIGNATION -  15
 SC0424  PID         -  SC0424
 SC0424  STATE/COUNTY-  OR/CLATSOP
 SC0424  USGS QUAD   -  CATHLAMET (1985)
 SC0424
 SC0424                         *CURRENT SURVEY CONTROL
 SC0424  ___________________________________________________________________
 SC0424* NAD 83(1986)-  46 12 40.     (N)    123 27 52.     (W)     SCALED    
 SC0424* NAVD 88     -         5.715  (meters)      18.75   (feet)  POSTED    
 SC0424  ___________________________________________________________________
 SC0424  GEOID HEIGHT-         -21.58  (meters)                     GEOID03
 SC0424  DYNAMIC HT  -           5.720 (meters)      18.77  (feet)  COMP
 SC0424  MODELED GRAV-     980,729.3   (mgal)                       NAVD 88
 SC0424
 SC0424  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 SC0424
 SC0424.The horizontal coordinates were scaled from a topographic map and have
 SC0424.an estimated accuracy of +/- 6 seconds.
 SC0424
 SC0424.The orthometric height was determined by differential leveling
 SC0424.and adjusted by the  in 1992.
 SC0424.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 SC0424.was located on a no-check spur therefore a value was not computed.
 SC0424.No vertical observational check was made to the station.
 SC0424
 SC0424.The geoid height was determined by GEOID03.
 SC0424
 SC0424.The dynamic height is computed by dividing the NAVD 88
 SC0424.geopotential number by the normal gravity value computed on the
 SC0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0424.degrees latitude (g = 980.6199 gals.).
 SC0424
 SC0424.The modeled gravity was interpolated from observed gravity values.
 SC0424
 SC0424;                    North         East    Units  Estimated Accuracy
 SC0424;SPC OR N     -   286,960.    2,271,280.      MT  (+/- 180 meters Scaled)
 SC0424
 SC0424                          SUPERSEDED SURVEY CONTROL
 SC0424
 SC0424  NGVD 29 (??/??/92)    4.708  (m)           15.45   (f) ADJ UNCH    1 2
 SC0424
 SC0424.Superseded values are not recommended for survey control.
 SC0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0424.See file dsdata.txt to determine how the superseded data were derived.
 SC0424
 SC0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS641176(NAD 83)
 SC0424_MARKER: Z = SEE DESCRIPTION
 SC0424_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SC0424_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SC0424_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC0424
 SC0424  HISTORY     - Date     Condition        Report By
 SC0424  HISTORY     - UNK      MONUMENTED       DOD
 SC0424  HISTORY     - 1950     GOOD             NGS
 SC0424  HISTORY     - 1982     MARK NOT FOUND   USGS
 SC0424  HISTORY     - 1987     MARK NOT FOUND   NGS
 SC0424
 SC0424                          STATION DESCRIPTION
 SC0424
 SC0424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 SC0424'IN CLIFTON.
 SC0424'AT CLIFTON, ON THE SPOKANE, PORTLAND AND SEATTLE RAILWAY, ABOUT 146
 SC0424'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE STATION, AT MILE 78.4,
 SC0424'83.5 FEET NORTH OF THE CENTERLINE OF TRACK, AT THE NORTHWEST CORNER OF
 SC0424'A PRIVATE GARAGE, BETWEEN THE GARAGE AND A RAISED WALK, 1 FOOT FROM
 SC0424'WEST CORNER AND 1 FOOT FROM GARAGE AND 2.5 FEET SOUTH OF RAISED WALK.
 SC0424'A BRASS SCREW SET IN CONCRETE IN TOP OF A 3-1/4 INCH IRON PIPE
 SC0424'PROJECTING 9 INCHES ABOVE GROUND.
 SC0424
 SC0424                          STATION RECOVERY (1982)
 SC0424
 SC0424'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 SC0424'MARK NOT FOUND.
 SC0424
 SC0424                          STATION RECOVERY (1987)
 SC0424
 SC0424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SC0424'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0165 ***********************************************************************
 PB0165  DESIGNATION -  15
 PB0165  PID         -  PB0165
 PB0165  STATE/COUNTY-  OR/DESCHUTES
 PB0165  USGS QUAD   -  HORSE RIDGE (1981)
 PB0165
 PB0165                         *CURRENT SURVEY CONTROL
 PB0165  ___________________________________________________________________
 PB0165* NAD 83(1986)-  43 56 53.     (N)    121 03 10.     (W)     SCALED    
 PB0165* NAVD 88     -      1128.128  (meters)    3701.20   (feet)  ADJUSTED  
 PB0165  ___________________________________________________________________
 PB0165  GEOID HEIGHT-         -20.60  (meters)                     GEOID03
 PB0165  DYNAMIC HT  -        1127.656 (meters)    3699.65  (feet)  COMP
 PB0165  MODELED GRAV-     980,161.6   (mgal)                       NAVD 88
 PB0165
 PB0165  VERT ORDER  -  FIRST     CLASS II
 PB0165
 PB0165.The horizontal coordinates were scaled from a topographic map and have
 PB0165.an estimated accuracy of +/- 6 seconds.
 PB0165
 PB0165.The orthometric height was determined by differential leveling
 PB0165.and adjusted in June 1991.
 PB0165
 PB0165.The geoid height was determined by GEOID03.
 PB0165
 PB0165.The dynamic height is computed by dividing the NAVD 88
 PB0165.geopotential number by the normal gravity value computed on the
 PB0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0165.degrees latitude (g = 980.6199 gals.).
 PB0165
 PB0165.The modeled gravity was interpolated from observed gravity values.
 PB0165
 PB0165;                    North         East    Units  Estimated Accuracy
 PB0165;SPC OR S     -   253,580.    1,455,630.      MT  (+/- 180 meters Scaled)
 PB0165
 PB0165                          SUPERSEDED SURVEY CONTROL
 PB0165
 PB0165  NGVD 29 (??/??/92) 1126.950  (m)         3697.34   (f) ADJ UNCH    1 2
 PB0165
 PB0165.Superseded values are not recommended for survey control.
 PB0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0165.See file dsdata.txt to determine how the superseded data were derived.
 PB0165
 PB0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP562679(NAD 83)
 PB0165_MARKER: DD = SURVEY DISK
 PB0165_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 PB0165_SP_SET: UNSP. ROCK
 PB0165_STAMPING: 15 1927 3698
 PB0165_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PB0165
 PB0165  HISTORY     - Date     Condition        Report By
 PB0165  HISTORY     - 1927     MONUMENTED       ORDT
 PB0165  HISTORY     - 1943     GOOD             NGS
 PB0165
 PB0165                          STATION DESCRIPTION
 PB0165
 PB0165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PB0165'9.3 MI NW FROM MILLICAN.
 PB0165'THIS MARK IS ABOUT 9.3 MILES NORTHWEST ALONG U.S. HIGHWAY 20 FROM THE
 PB0165'POST OFFICE AT MILLICAN, DESCHUTES COUNTY, SET ON THE SOUTHEAST SLOPE
 PB0165'OF A HILL, IN THE TOP OF A LAVE ROCK, 75.0 FEET NORTHEAST OF THE
 PB0165'CENTER LINE OF THE HIGHWAY, 6.0 FEET EAST OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0091 ***********************************************************************
 NZ0091  DESIGNATION -  15
 NZ0091  PID         -  NZ0091
 NZ0091  STATE/COUNTY-  OR/JACKSON
 NZ0091  USGS QUAD   -  ROBINSON BUTTE (1988)
 NZ0091
 NZ0091                         *CURRENT SURVEY CONTROL
 NZ0091  ___________________________________________________________________
 NZ0091* NAD 83(1986)-  42 15 26.     (N)    122 29 54.     (W)     SCALED    
 NZ0091* NAVD 88     -      1474.85   (+/-2cm)    4838.7    (feet)  VERTCON   
 NZ0091  ___________________________________________________________________
 NZ0091  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 NZ0091  VERT ORDER  -  ? (See Below)
 NZ0091
 NZ0091.The horizontal coordinates were scaled from a topographic map and have
 NZ0091.an estimated accuracy of +/- 6 seconds.
 NZ0091
 NZ0091.The NAVD 88 height was computed by applying the VERTCON shift value to
 NZ0091.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NZ0091.The vertical order pertains to the NGVD 29 superseded value.
 NZ0091
 NZ0091.The geoid height was determined by GEOID03.
 NZ0091
 NZ0091;                    North         East    Units  Estimated Accuracy
 NZ0091;SPC OR S     -    67,570.    1,335,120.      MT  (+/- 180 meters Scaled)
 NZ0091
 NZ0091                          SUPERSEDED SURVEY CONTROL
 NZ0091
 NZ0091  NGVD 29 (??/??/92) 1473.653  (m)         4834.81   (f) ADJ UNCH    ?  
 NZ0091
 NZ0091.Superseded values are not recommended for survey control.
 NZ0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0091.See file dsdata.txt to determine how the superseded data were derived.
 NZ0091
 NZ0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM413784(NAD 83)
 NZ0091_MARKER: DD = SURVEY DISK
 NZ0091_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NZ0091_SP_SET: FIR TREE
 NZ0091_STAMPING: 4833 BM 15
 NZ0091_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0091
 NZ0091  HISTORY     - Date     Condition        Report By
 NZ0091  HISTORY     - UNK      MONUMENTED       USGS
 NZ0091  HISTORY     - 1908     GOOD             USGS
 NZ0091  HISTORY     - 1934     MARK NOT FOUND   NGS
 NZ0091
 NZ0091                          STATION DESCRIPTION
 NZ0091
 NZ0091'DESCRIBED BY US GEOLOGICAL SURVEY 1908
 NZ0091'1.1 MI NE FROM DEAD INDIAN MOUNTAIN SUMMIT.
 NZ0091'ON DEAD INDIAN MOUNTAIN, JACKSON COUNTY, 1.1 MILES NORTHEAST OF THE
 NZ0091'POINT WHERE THE ROAD PASSES OVER THE SUMMIT, NORTH OF THE ROAD, AND IN
 NZ0091'THE BASE OF A 30-INCH FIR TREE MARKED WITH A TRIANGULAR BLAZE AND AN
 NZ0091'ALUMINUM TAG STAMPED 4833 BM 15.  A NAIL.
 NZ0091
 NZ0091                          STATION RECOVERY (1934)
 NZ0091
 NZ0091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 NZ0091'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3584 ***********************************************************************
 RD3584  DESIGNATION -  15
 RD3584  PID         -  RD3584
 RD3584  STATE/COUNTY-  OR/MULTNOMAH
 RD3584  USGS QUAD   -  SAUVIE ISLAND (1990)
 RD3584
 RD3584                         *CURRENT SURVEY CONTROL
 RD3584  ___________________________________________________________________
 RD3584* NAD 83(1991)-  45 38 11.46387(N)    122 46 50.72451(W)     ADJUSTED  
 RD3584* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 RD3584  ___________________________________________________________________
 RD3584  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 RD3584  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 RD3584  HORZ ORDER  -  THIRD
 RD3584
 RD3584.The horizontal coordinates were established by classical geodetic methods
 RD3584.and adjusted by the National Geodetic Survey in October 1991.
 RD3584
 RD3584.The orthometric height was scaled from a topographic map.
 RD3584
 RD3584.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3584
 RD3584.The geoid height was determined by GEOID03.
 RD3584
 RD3584;                    North         East     Units Scale Factor Converg.
 RD3584;SPC OR N     -   221,405.806 2,322,208.202   MT  0.99992789   -1 37 02.9
 RD3584;SPC OR N     -   726,397.00  7,618,793.31   iFT  0.99992789   -1 37 02.9
 RD3584;SPC WA S     -    36,270.547   322,187.577   MT  1.00005041   -1 39 24.2
 RD3584;SPC WA S     -   118,997.62  1,057,043.74   sFT  1.00005041   -1 39 24.2
 RD3584;UTM  10      - 5,053,686.783   517,087.325   MT  0.99960359   +0 09 24.3
 RD3584
 RD3584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3584!SPC OR N     -   1.00000310  x   0.99992789  =   0.99993099
 RD3584!SPC WA S     -   1.00000310  x   1.00005041  =   1.00005351
 RD3584!UTM  10      -   1.00000310  x   0.99960359  =   0.99960669
 RD3584
 RD3584|---------------------------------------------------------------------|
 RD3584| PID    Reference Object                     Distance      Geod. Az  |
 RD3584|                                                           dddmmss.s |
 RD3584| RD3585 13                                  250.669 METERS 04259     |
 RD3584| RD3599 17                                  299.812 METERS 21404     |
 RD3584| RD3578 16                                  APPROX. 0.6 KM 2953020.6 |
 RD3584| RD3601 14                                  484.916 METERS 3364518.7 |
 RD3584|---------------------------------------------------------------------|
 RD3584
 RD3584                          SUPERSEDED SURVEY CONTROL
 RD3584
 RD3584  NAD 83(1986)-  45 38 11.48308(N)    122 46 50.72622(W) AD(       ) 3
 RD3584  NAD 27      -  45 38 12.06200(N)    122 46 46.36300(W) AD(       ) 3
 RD3584
 RD3584.Superseded values are not recommended for survey control.
 RD3584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3584.See file dsdata.txt to determine how the superseded data were derived.
 RD3584
 RD3584_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1708753687(NAD 83)
 RD3584
 RD3584  HISTORY     - Date     Condition        Report By
 RD3584  HISTORY     - 1899     MONUMENTED       USE
 RD3584  HISTORY     - 1960     SEE DESCRIPTION  CGS
 RD3584  HISTORY     - 19940423 MARK NOT FOUND   USPSQD
 RD3584
 RD3584                          STATION DESCRIPTION
 RD3584
 RD3584'DESCRIBED BY US ENGINEERS 1899
 RD3584'THE STATION IS MARKED BY A PIPE.
 RD3584
 RD3584                          STATION RECOVERY (1960)
 RD3584
 RD3584'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ANS)
 RD3584'STATION WAS MARKED BY A PIPE.  THERE IS NOW A LEVEE IN THE AREA
 RD3584'WHERE THIS STATION WAS.
 RD3584'
 RD3584'IT IS QUITE CERTAIN THAT THIS STATION HAS BEEN DESTROYED BY THE
 RD3584'CONSTRUCTION OF THE LEVEE.
 RD3584
 RD3584                          STATION RECOVERY (1994)
 RD3584
 RD3584'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD3584'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1317 ***********************************************************************
 QE1317  DESIGNATION -  15 5 A 2 B 1
 QE1317  PID         -  QE1317
 QE1317  STATE/COUNTY-  OR/LINCOLN
 QE1317  USGS QUAD   -  WALDPORT (1984)
 QE1317
 QE1317                         *CURRENT SURVEY CONTROL
 QE1317  ___________________________________________________________________
 QE1317* NAD 83(1986)-  44 26 14.     (N)    124 04 32.     (W)     SCALED    
 QE1317* NAVD 88     -        28.080  (meters)      92.13   (feet)  ADJUSTED  
 QE1317  ___________________________________________________________________
 QE1317  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 QE1317  DYNAMIC HT  -          28.079 (meters)      92.12  (feet)  COMP
 QE1317  MODELED GRAV-     980,575.9   (mgal)                       NAVD 88
 QE1317
 QE1317  VERT ORDER  -  FIRST     CLASS II
 QE1317
 QE1317.The horizontal coordinates were scaled from a topographic map and have
 QE1317.an estimated accuracy of +/- 6 seconds.
 QE1317
 QE1317.The orthometric height was determined by differential leveling
 QE1317.and adjusted in June 1991.
 QE1317
 QE1317.The geoid height was determined by GEOID03.
 QE1317
 QE1317.The dynamic height is computed by dividing the NAVD 88
 QE1317.geopotential number by the normal gravity value computed on the
 QE1317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1317.degrees latitude (g = 980.6199 gals.).
 QE1317
 QE1317.The modeled gravity was interpolated from observed gravity values.
 QE1317
 QE1317;                    North         East    Units  Estimated Accuracy
 QE1317;SPC OR N     -    91,930.    2,215,430.      MT  (+/- 180 meters Scaled)
 QE1317
 QE1317                          SUPERSEDED SURVEY CONTROL
 QE1317
 QE1317.No superseded survey control is available for this station.
 QE1317
 QE1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ144209(NAD 83)
 QE1317_MARKER: DD = SURVEY DISK
 QE1317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE1317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE1317_STAMPING: 15 5A2B1 1931
 QE1317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE1317+STABILITY: SURFACE MOTION
 QE1317
 QE1317  HISTORY     - Date     Condition        Report By
 QE1317  HISTORY     - 1931     MONUMENTED       BPR
 QE1317  HISTORY     - 1937     GOOD             ORDT
 QE1317  HISTORY     - 20020303 MARK NOT FOUND   USPSQD
 QE1317
 QE1317                          STATION DESCRIPTION
 QE1317
 QE1317'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1937
 QE1317'0.85 MI N FROM WALDPORT.
 QE1317'ABOUT 0.85 MILE NORTH ALONG OREGON COAST HIGHWAY (US 101) FROM HIGHWAY
 QE1317'JUNCTION IN SOUTHWEST PART OF WALDPORT, LINCOLN COUNTY, .2 MILE NORTH
 QE1317'OF NORTH END OF ALSEA BAY BRIDGE, NORTH END OF HIGHWAY CURVE LEADING
 QE1317'OFF BRIDGE, SOUTH END OF CUT, 36 FEET EAST OF HIGHWAY CENTER AND ABOUT
 QE1317'6 FEET BELOW GRADE.  DISK STAMPED 15 5A2B1 1931 IN CONCRETE POST.
 QE1317
 QE1317                          STATION RECOVERY (2002)
 QE1317
 QE1317'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 QE1317'BRIDGE HAS BEEN REPLACED.HIGHWAY REALIGNED
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC0403 ***********************************************************************
 SC0403  DESIGNATION -  15 A
 SC0403  PID         -  SC0403
 SC0403  STATE/COUNTY-  OR/COLUMBIA
 SC0403  USGS QUAD   -  MARSHLAND (1985)
 SC0403
 SC0403                         *CURRENT SURVEY CONTROL
 SC0403  ___________________________________________________________________
 SC0403* NAD 83(1986)-  46 06 45.     (N)    123 17 01.     (W)     SCALED    
 SC0403* NAVD 88     -         5.906  (meters)      19.38   (feet)  ADJUSTED  
 SC0403  ___________________________________________________________________
 SC0403  GEOID HEIGHT-         -21.10  (meters)                     GEOID03
 SC0403  DYNAMIC HT  -           5.907 (meters)      19.38  (feet)  COMP
 SC0403  MODELED GRAV-     980,750.0   (mgal)                       NAVD 88
 SC0403
 SC0403  VERT ORDER  -  FIRST     CLASS II
 SC0403
 SC0403.The horizontal coordinates were scaled from a topographic map and have
 SC0403.an estimated accuracy of +/- 6 seconds.
 SC0403
 SC0403.The orthometric height was determined by differential leveling
 SC0403.and adjusted in June 1991.
 SC0403
 SC0403.The geoid height was determined by GEOID03.
 SC0403
 SC0403.The dynamic height is computed by dividing the NAVD 88
 SC0403.geopotential number by the normal gravity value computed on the
 SC0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0403.degrees latitude (g = 980.6199 gals.).
 SC0403
 SC0403.The modeled gravity was interpolated from observed gravity values.
 SC0403
 SC0403;                    North         East    Units  Estimated Accuracy
 SC0403;SPC OR N     -   275,510.    2,284,850.      MT  (+/- 180 meters Scaled)
 SC0403
 SC0403                          SUPERSEDED SURVEY CONTROL
 SC0403
 SC0403  NGVD 29 (??/??/92)    4.944  (m)           16.22   (f) ADJ UNCH    1 2
 SC0403
 SC0403.Superseded values are not recommended for survey control.
 SC0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0403.See file dsdata.txt to determine how the superseded data were derived.
 SC0403
 SC0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS780065(NAD 83)
 SC0403_MARKER: P = PIPE CAP
 SC0403_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SC0403_SP_SET: SHALLOW-SET PIPE
 SC0403_STAMPING: 15 A
 SC0403_MARK LOGO: USGS  
 SC0403_PROJECTION: PROJECTING 35 CENTIMETERS
 SC0403_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC0403_ROD/PIPE-DEPTH: 1.2  meters
 SC0403
 SC0403  HISTORY     - Date     Condition        Report By
 SC0403  HISTORY     - UNK      MONUMENTED       USGS
 SC0403  HISTORY     - 1935     GOOD             NGS
 SC0403  HISTORY     - 1952     MARK NOT FOUND   USGS
 SC0403  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 SC0403  HISTORY     - 1987     GOOD             NGS
 SC0403
 SC0403                          STATION DESCRIPTION
 SC0403
 SC0403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 SC0403'IN MARSHLAND.
 SC0403'AT MARSHLAND, COLUMBIA COUNTY, ABOUT 750 FEET EAST ALONG THE SPOKANE,
 SC0403'PORTLAND, AND SEATTLE RAILWAY FROM THE STATION, AT RAILROAD MILEAGE
 SC0403'66.5 4 FEET WEST OF AN IRON GATE AT A PRIVATE RAILROAD CROSSING, 34.0
 SC0403'FEET SOUTH OF THE TRACK CENTERLINE.  A UNITED STATES GEOLOGICAL SURVEY
 SC0403'STANDARD CAP STAMPED 15 A AND RIVETED TO A 3 1/2 INCH IRON PIPE
 SC0403'ENCASED IN CONCRETE AND PROJECTING 18 INCHES ABOVE THE GROUND.
 SC0403
 SC0403                          STATION RECOVERY (1952)
 SC0403
 SC0403'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 SC0403'MARK NOT FOUND.
 SC0403
 SC0403                          STATION RECOVERY (1986)
 SC0403
 SC0403'RECOVERY NOTE BY US POWER SQUADRON 1986 (RCC)
 SC0403'MARK NOT FOUND.
 SC0403
 SC0403                          STATION RECOVERY (1987)
 SC0403
 SC0403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SC0403'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  26.1 KM
 SC0403'(16.20 MI) WESTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF STATE
 SC0403'HIGHWAY 433 AT THE WEST EDGE OF RAINIER, 0.2 KM (0.10 MI) EAST OF THE
 SC0403'INTERSECTION OF A PAVED ROAD LEADING SOUTH TO MARSHLAND, 26.3 M (86.3
 SC0403'FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 7.9 M (25.9 FT) SOUTH OF
 SC0403'THE NEAR RAIL OF THE BURLINGTON NORTHERN RAILROAD, 1.7 M (5.6 FT)
 SC0403'SOUTHWEST OF THE SOUTHWEST POST OF A GATE, AND 0.8 M (2.6 FT) SOUTH
 SC0403'OF A FENCE.
 SC0403'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 SC0403'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0619 ***********************************************************************
 NW0619  DESIGNATION -  15 BKC
 NW0619  PID         -  NW0619
 NW0619  STATE/COUNTY-  OR/MALHEUR
 NW0619  USGS QUAD   -  SQUAW FLAT (1980)
 NW0619
 NW0619                         *CURRENT SURVEY CONTROL
 NW0619  ___________________________________________________________________
 NW0619* NAD 83(1986)-  42 35 46.     (N)    117 16 04.     (W)     SCALED    
 NW0619* NAVD 88     -      1456.297  (meters)    4777.87   (feet)  ADJUSTED  
 NW0619  ___________________________________________________________________
 NW0619  GEOID HEIGHT-         -17.52  (meters)                     GEOID03
 NW0619  DYNAMIC HT  -        1455.414 (meters)    4774.97  (feet)  COMP
 NW0619  MODELED GRAV-     979,963.7   (mgal)                       NAVD 88
 NW0619
 NW0619  VERT ORDER  -  SECOND    CLASS 0
 NW0619
 NW0619.The horizontal coordinates were scaled from a topographic map and have
 NW0619.an estimated accuracy of +/- 6 seconds.
 NW0619
 NW0619.The orthometric height was determined by differential leveling
 NW0619.and adjusted in August 1995.
 NW0619
 NW0619.The geoid height was determined by GEOID03.
 NW0619
 NW0619.The dynamic height is computed by dividing the NAVD 88
 NW0619.geopotential number by the normal gravity value computed on the
 NW0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0619.degrees latitude (g = 980.6199 gals.).
 NW0619
 NW0619.The modeled gravity was interpolated from observed gravity values.
 NW0619
 NW0619;                    North         East    Units  Estimated Accuracy
 NW0619;SPC OR S     -   108,360.    1,765,200.      MT  (+/- 180 meters Scaled)
 NW0619
 NW0619                          SUPERSEDED SURVEY CONTROL
 NW0619
 NW0619.No superseded survey control is available for this station.
 NW0619
 NW0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH780160(NAD 83)
 NW0619_MARKER: DB = BENCH MARK DISK
 NW0619_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0619_SP_SET: COPPER-CLAD STEEL ROD
 NW0619_STAMPING: 15 BKC 1973 4774
 NW0619_MARK LOGO: USGS  
 NW0619_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0619_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0619_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0619+SATELLITE: SATELLITE OBSERVATIONS - 1973
 NW0619
 NW0619  HISTORY     - Date     Condition        Report By
 NW0619  HISTORY     - 1973     MONUMENTED       USGS
 NW0619
 NW0619                          STATION DESCRIPTION
 NW0619
 NW0619'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 NW0619'FROM ROME, OREGON PROCEED 29.8 MILES SOUTH AND SOUTHEAST ALONG A
 NW0619'TRACK ROAD, AT THE TOP OF A GRADE, AT A T-ROAD SOUTH, 38 FEET NORTH
 NW0619'OF THE CENTERLINE OF THE ROAD, 53 FEET WEST OF THE CENTERLINE OF THE
 NW0619'T-ROAD SOUTH, SET ON A 5/8-INCH COPPER-COATED ROD DRIVEN TO REFUSAL
 NW0619'(ROD DEPTH UNKNOWN) WITH THE TOP ENCASED IN A 6-INCH DRAINPIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2696 ***********************************************************************
 QE2696  DESIGNATION -  15 KJO
 QE2696  PID         -  QE2696
 QE2696  STATE/COUNTY-  OR/LINCOLN
 QE2696  USGS QUAD   -  ELK CITY (1984)
 QE2696
 QE2696                         *CURRENT SURVEY CONTROL
 QE2696  ___________________________________________________________________
 QE2696* NAD 83(1986)-  44 31 58.     (N)    123 45 07.     (W)     SCALED    
 QE2696* NAVD 88     -       242.620  (meters)     796.00   (feet)  ADJUSTED  
 QE2696  ___________________________________________________________________
 QE2696  GEOID HEIGHT-         -22.36  (meters)                     GEOID03
 QE2696  DYNAMIC HT  -         242.607 (meters)     795.95  (feet)  COMP
 QE2696  MODELED GRAV-     980,557.5   (mgal)                       NAVD 88
 QE2696
 QE2696  VERT ORDER  -  SECOND    CLASS I
 QE2696
 QE2696.The horizontal coordinates were scaled from a topographic map and have
 QE2696.an estimated accuracy of +/- 6 seconds.
 QE2696
 QE2696.The orthometric height was determined by differential leveling
 QE2696.and adjusted in August 1995.
 QE2696
 QE2696.The geoid height was determined by GEOID03.
 QE2696
 QE2696.The dynamic height is computed by dividing the NAVD 88
 QE2696.geopotential number by the normal gravity value computed on the
 QE2696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE2696.degrees latitude (g = 980.6199 gals.).
 QE2696
 QE2696.The modeled gravity was interpolated from observed gravity values.
 QE2696
 QE2696;                    North         East    Units  Estimated Accuracy
 QE2696;SPC OR N     -   101,450.    2,241,600.      MT  (+/- 180 meters Scaled)
 QE2696
 QE2696                          SUPERSEDED SURVEY CONTROL
 QE2696
 QE2696.No superseded survey control is available for this station.
 QE2696
 QE2696_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ402313(NAD 83)
 QE2696_MARKER: DB = BENCH MARK DISK
 QE2696_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QE2696_SP_SET: COPPER-CLAD STEEL ROD
 QE2696_STAMPING: 15 KJO 1979 793
 QE2696_MARK LOGO: USGS  
 QE2696_PROJECTION: PROJECTING 8 CENTIMETERS
 QE2696_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE2696_ROD/PIPE-DEPTH: 8.53 meters
 QE2696
 QE2696  HISTORY     - Date     Condition        Report By
 QE2696  HISTORY     - 1979     MONUMENTED       USGS
 QE2696
 QE2696                          STATION DESCRIPTION
 QE2696
 QE2696'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 QE2696'5.5 KM (3.45 MI) SW FROM HARLAN.
 QE2696'HARLAN, 3.43 MI SW OF.  69 FT NE OF 15-INCH CORRUGATED STEEL CULVERT,
 QE2696'40 FT E OF Y-RD, 23 FT S OF CENTERLINE OF RD, 4 FT SE OF 24-INCH
 QE2696'DIAMETER FIR TREE.
 QE2696'THE MARK IS 1.5 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0786 ***********************************************************************
 PA0786  DESIGNATION -  15 LRC
 PA0786  PID         -  PA0786
 PA0786  STATE/COUNTY-  OR/HARNEY
 PA0786  USGS QUAD   -  GOOSE EGG BUTTE (1984)
 PA0786
 PA0786                         *CURRENT SURVEY CONTROL
 PA0786  ___________________________________________________________________
 PA0786* NAD 83(1986)-  43 07 32.     (N)    119 44 22.     (W)     SCALED    
 PA0786* NAVD 88     -      1397.682  (meters)    4585.56   (feet)  ADJUSTED  
 PA0786  ___________________________________________________________________
 PA0786  GEOID HEIGHT-         -19.77  (meters)                     GEOID03
 PA0786  DYNAMIC HT  -        1396.903 (meters)    4583.01  (feet)  COMP
 PA0786  MODELED GRAV-     980,013.6   (mgal)                       NAVD 88
 PA0786
 PA0786  VERT ORDER  -  SECOND    CLASS 0
 PA0786
 PA0786.The horizontal coordinates were scaled from a topographic map and have
 PA0786.an estimated accuracy of +/- 6 seconds.
 PA0786
 PA0786.The orthometric height was determined by differential leveling
 PA0786.and adjusted in August 1995.
 PA0786
 PA0786.The geoid height was determined by GEOID03.
 PA0786
 PA0786.The dynamic height is computed by dividing the NAVD 88
 PA0786.geopotential number by the normal gravity value computed on the
 PA0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0786.degrees latitude (g = 980.6199 gals.).
 PA0786
 PA0786.The modeled gravity was interpolated from observed gravity values.
 PA0786
 PA0786;                    North         East    Units  Estimated Accuracy
 PA0786;SPC OR S     -   162,340.    1,561,880.      MT  (+/- 180 meters Scaled)
 PA0786
 PA0786                          SUPERSEDED SURVEY CONTROL
 PA0786
 PA0786.No superseded survey control is available for this station.
 PA0786
 PA0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKH771784(NAD 83)
 PA0786_MARKER: DB = BENCH MARK DISK
 PA0786_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PA0786+WITH SETTING: INFORMATION.
 PA0786_SP_SET: METAL ROD DRIVEN INTO GROUND
 PA0786_STAMPING: 15 LRC 1970 4581
 PA0786_MARK LOGO: USGS  
 PA0786_MAGNETIC: I = MARKER IS A STEEL ROD
 PA0786_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PA0786
 PA0786  HISTORY     - Date     Condition        Report By
 PA0786  HISTORY     - 1970     MONUMENTED       USGS
 PA0786
 PA0786                          STATION DESCRIPTION
 PA0786
 PA0786'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 PA0786'FROM WAGONTIRE, OREGON, PROCEED 4.5 MILES SOUTHWEST ALONG U S HIGHWAY
 PA0786'395 TO DRY VALLEY ROAD, THENCE 11.1 MILES SOUTH ALONG DRY VALLEY ROAD
 PA0786'TO A POINT NORTHEAST OF A LOW RIM RIDGE, ABOUT 1.4 MILES NORTH OF DRY
 PA0786'VALLEY RANCH HOUSE, 49 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD,
 PA0786'3 FEET SOUTHWEST OF A WITNESS POST.  THE ROD DEPTH IS UNKNOWN AND
 PA0786'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1364 ***********************************************************************
 QE1364  DESIGNATION -  15 M
 QE1364  PID         -  QE1364
 QE1364  STATE/COUNTY-  OR/LANE
 QE1364  USGS QUAD   -  BELKNAP SPRINGS (1989)
 QE1364
 QE1364                         *CURRENT SURVEY CONTROL
 QE1364  ___________________________________________________________________
 QE1364* NAD 83(1986)-  44 10 46.     (N)    122 06 19.     (W)     SCALED    
 QE1364* NAVD 88     -       463.084  (meters)    1519.30   (feet)  POSTED    
 QE1364  ___________________________________________________________________
 QE1364  GEOID HEIGHT-         -21.98  (meters)                     GEOID03
 QE1364  DYNAMIC HT  -         462.950 (meters)    1518.86  (feet)  COMP
 QE1364  MODELED GRAV-     980,320.1   (mgal)                       NAVD 88
 QE1364
 QE1364  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 QE1364
 QE1364.The horizontal coordinates were scaled from a topographic map and have
 QE1364.an estimated accuracy of +/- 6 seconds.
 QE1364
 QE1364.The orthometric height was determined by differential leveling
 QE1364.and adjusted by the  in 1992.
 QE1364.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 QE1364.rate of 1.1 thru 2.0 mm/km.
 QE1364
 QE1364.The geoid height was determined by GEOID03.
 QE1364
 QE1364.The dynamic height is computed by dividing the NAVD 88
 QE1364.geopotential number by the normal gravity value computed on the
 QE1364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1364.degrees latitude (g = 980.6199 gals.).
 QE1364
 QE1364.The modeled gravity was interpolated from observed gravity values.
 QE1364
 QE1364;                    North         East    Units  Estimated Accuracy
 QE1364;SPC OR S     -   280,370.    1,371,640.      MT  (+/- 180 meters Scaled)
 QE1364
 QE1364                          SUPERSEDED SURVEY CONTROL
 QE1364
 QE1364  NGVD 29 (??/??/92)  461.930  (m)         1515.52   (f) ADJ UNCH    1 2
 QE1364
 QE1364.Superseded values are not recommended for survey control.
 QE1364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1364.See file dsdata.txt to determine how the superseded data were derived.
 QE1364
 QE1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP715921(NAD 83)
 QE1364
 QE1364  HISTORY     - Date     Condition        Report By
 QE1364  HISTORY     - UNK      MONUMENTED
 QE1364  HISTORY     - 1987     MARK NOT FOUND   NGS
 QE1364
 QE1364                          STATION DESCRIPTION
 QE1364
 QE1364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QE1364'THE HIGHWAY HAS BEEN WIDENED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0859 ***********************************************************************
 PB0859  DESIGNATION -  15 PSM
 PB0859  PID         -  PB0859
 PB0859  STATE/COUNTY-  OR/LAKE
 PB0859  USGS QUAD   -  WALKER BUTTE (1983)
 PB0859
 PB0859                         *CURRENT SURVEY CONTROL
 PB0859  ___________________________________________________________________
 PB0859* NAD 83(1986)-  43 36 54.     (N)    120 42 16.     (W)     SCALED    
 PB0859* NAVD 88     -      1481.499  (meters)    4860.55   (feet)  ADJUSTED  
 PB0859  ___________________________________________________________________
 PB0859  GEOID HEIGHT-         -20.16  (meters)                     GEOID03
 PB0859  DYNAMIC HT  -        1480.727 (meters)    4858.02  (feet)  COMP
 PB0859  MODELED GRAV-     980,045.7   (mgal)                       NAVD 88
 PB0859
 PB0859  VERT ORDER  -  THIRD
 PB0859
 PB0859.The horizontal coordinates were scaled from a topographic map and have
 PB0859.an estimated accuracy of +/- 6 seconds.
 PB0859
 PB0859.The orthometric height was determined by differential leveling
 PB0859.and adjusted in August 1995.
 PB0859
 PB0859.The geoid height was determined by GEOID03.
 PB0859
 PB0859.The dynamic height is computed by dividing the NAVD 88
 PB0859.geopotential number by the normal gravity value computed on the
 PB0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0859.degrees latitude (g = 980.6199 gals.).
 PB0859
 PB0859.The modeled gravity was interpolated from observed gravity values.
 PB0859
 PB0859;                    North         East    Units  Estimated Accuracy
 PB0859;SPC OR S     -   216,450.    1,483,500.      MT  (+/- 180 meters Scaled)
 PB0859
 PB0859                          SUPERSEDED SURVEY CONTROL
 PB0859
 PB0859.No superseded survey control is available for this station.
 PB0859
 PB0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP852316(NAD 83)
 PB0859_MARKER: DB = BENCH MARK DISK
 PB0859_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PB0859+WITH SETTING: INFORMATION.
 PB0859_SP_SET: SHALLOW-SET METAL ROD
 PB0859_STAMPING: 15 PSM 1978 4857
 PB0859_MARK LOGO: CGS   
 PB0859_PROJECTION: PROJECTING 8 CENTIMETERS
 PB0859_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PB0859_ROD/PIPE-DEPTH: 2.44 meters
 PB0859
 PB0859  HISTORY     - Date     Condition        Report By
 PB0859  HISTORY     - 1978     MONUMENTED       USGS
 PB0859
 PB0859                          STATION DESCRIPTION
 PB0859
 PB0859'DESCRIBED BY US GEOLOGICAL SURVEY 1978
 PB0859'55.7 KM (34.60 MI) NORTH FROM CHRISTMAS VALLEY.
 PB0859'CHRISTMAS VALLEY PO, 2.0 MI E OF, THENCE 32.6 MI N ALONG MILLICAN
 PB0859'RD.6.2 MI S OF DICKERSON WELL, NEAR N EDGE OF SEC 5 T23S R17E, 113 FT
 PB0859'S OF CATTLEGUARD, 16 FT W OF RD, 2 FT S OF ROCK CAIRN AT FENCE
 PB0859'CORNER, ROD DRIVEN TO REFUSAL, ENCASED IN GREEN PLASTIC PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0689 ***********************************************************************
 NW0689  DESIGNATION -  15 RTV
 NW0689  PID         -  NW0689
 NW0689  STATE/COUNTY-  OR/MALHEUR
 NW0689  USGS QUAD   -  JACKSON SUMMIT (1982)
 NW0689
 NW0689                         *CURRENT SURVEY CONTROL
 NW0689  ___________________________________________________________________
 NW0689* NAD 83(1986)-  42 13 10.     (N)    117 37 35.     (W)     SCALED    
 NW0689* NAVD 88     -      1821.773  (meters)    5976.93   (feet)  ADJUSTED  
 NW0689  ___________________________________________________________________
 NW0689  GEOID HEIGHT-         -18.02  (meters)                     GEOID03
 NW0689  DYNAMIC HT  -        1820.463 (meters)    5972.64  (feet)  COMP
 NW0689  MODELED GRAV-     979,837.5   (mgal)                       NAVD 88
 NW0689
 NW0689  VERT ORDER  -  SECOND    CLASS 0
 NW0689
 NW0689.The horizontal coordinates were scaled from a topographic map and have
 NW0689.an estimated accuracy of +/- 6 seconds.
 NW0689
 NW0689.The orthometric height was determined by differential leveling
 NW0689.and adjusted in August 1995.
 NW0689
 NW0689.The geoid height was determined by GEOID03.
 NW0689
 NW0689.The dynamic height is computed by dividing the NAVD 88
 NW0689.geopotential number by the normal gravity value computed on the
 NW0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0689.degrees latitude (g = 980.6199 gals.).
 NW0689
 NW0689.The modeled gravity was interpolated from observed gravity values.
 NW0689
 NW0689;                    North         East    Units  Estimated Accuracy
 NW0689;SPC OR S     -    65,480.    1,737,220.      MT  (+/- 180 meters Scaled)
 NW0689
 NW0689                          SUPERSEDED SURVEY CONTROL
 NW0689
 NW0689.No superseded survey control is available for this station.
 NW0689
 NW0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG483743(NAD 83)
 NW0689_MARKER: DB = BENCH MARK DISK
 NW0689_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0689_SP_SET: COPPER-CLAD STEEL ROD
 NW0689_STAMPING: 15 RTV 1979
 NW0689_MARK LOGO: USGS  
 NW0689_PROJECTION: FLUSH
 NW0689_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0689_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0689_ROD/PIPE-DEPTH: 1.52 meters
 NW0689
 NW0689  HISTORY     - Date     Condition        Report By
 NW0689  HISTORY     - 1979     MONUMENTED       USGS
 NW0689
 NW0689                          STATION DESCRIPTION
 NW0689
 NW0689'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 NW0689'FROM THE MCDERMITT, NEVADA POST OFFICE, PROCEED 15.3 MILES NORTH
 NW0689'ALONG U S HIGHWAY 95, THENCE 10.15 MILES EAST, 360 FEET WEST OF A
 NW0689'DRAINAGE DITCH DRAINING EAST, 100 FEET NORTHEAST OF A STREAM, 63 FEET
 NW0689'SOUTH OF THE CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0053 ***********************************************************************
 QE0053  DESIGNATION -  15 S
 QE0053  PID         -  QE0053
 QE0053  STATE/COUNTY-  OR/MARION
 QE0053  USGS QUAD   -  MOTHER LODE MOUNTAIN (1994)
 QE0053
 QE0053                         *CURRENT SURVEY CONTROL
 QE0053  ___________________________________________________________________
 QE0053* NAD 83(1986)-  44 46 58.     (N)    122 01 38.     (W)     SCALED    
 QE0053* NAVD 88     -       613.561  (meters)    2012.99   (feet)  ADJUSTED  
 QE0053  ___________________________________________________________________
 QE0053  GEOID HEIGHT-         -21.55  (meters)                     GEOID03
 QE0053  DYNAMIC HT  -         613.429 (meters)    2012.56  (feet)  COMP
 QE0053  MODELED GRAV-     980,382.7   (mgal)                       NAVD 88
 QE0053
 QE0053  VERT ORDER  -  SECOND    CLASS 0
 QE0053
 QE0053.The horizontal coordinates were scaled from a topographic map and have
 QE0053.an estimated accuracy of +/- 6 seconds.
 QE0053
 QE0053.The orthometric height was determined by differential leveling
 QE0053.and adjusted in June 1991.
 QE0053
 QE0053.The geoid height was determined by GEOID03.
 QE0053
 QE0053.The dynamic height is computed by dividing the NAVD 88
 QE0053.geopotential number by the normal gravity value computed on the
 QE0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0053.degrees latitude (g = 980.6199 gals.).
 QE0053
 QE0053.The modeled gravity was interpolated from observed gravity values.
 QE0053
 QE0053;                    North         East    Units  Estimated Accuracy
 QE0053;SPC OR N     -   125,170.    2,379,150.      MT  (+/- 180 meters Scaled)
 QE0053
 QE0053                          SUPERSEDED SURVEY CONTROL
 QE0053
 QE0053  NGVD 29 (??/??/92)  612.462  (m)         2009.39   (f) ADJ UNCH    2 0
 QE0053
 QE0053.Superseded values are not recommended for survey control.
 QE0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0053.See file dsdata.txt to determine how the superseded data were derived.
 QE0053
 QE0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ769592(NAD 83)
 QE0053_MARKER: DD = SURVEY DISK
 QE0053_SETTING: 66 = SET IN ROCK OUTCROP
 QE0053_SP_SET: ROCK LEDGE
 QE0053_STAMPING: 15 S 1925
 QE0053_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QE0053+STABILITY: POSITION/ELEVATION WELL
 QE0053
 QE0053  HISTORY     - Date     Condition        Report By
 QE0053  HISTORY     - 1925     MONUMENTED       USGS
 QE0053  HISTORY     - 1943     GOOD             NGS
 QE0053  HISTORY     - 19950929 MARK NOT FOUND   NGS
 QE0053
 QE0053                          STATION DESCRIPTION
 QE0053
 QE0053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QE0053'3.1 MI SW FROM BREITENBUSH HOT SPRINGS.
 QE0053'ABOUT 3.1 MILES SOUTHWEST ALONG THE BREITENBUSH ROAD FROM BREITENBUSH
 QE0053'HOT SPRINGS, MARION COUNTY, ABOUT 150 FEET DOWN STREAM FROM THE BRIDGE
 QE0053'ACROSS SCROPION CREEK, JUST EAST OF POINT WHERE ROAD MAKES A VERY
 QE0053'PROMINENT CURVE, SET IN THE TOP OF A ROCK LEDGE ON THE NORTHWEST SIDE
 QE0053'OF SCROPION CREEK, ABOUT 25.0 FEET BELOW THE ROAD LEVEL, 30.0 FEET
 QE0053'NORTHEAST OF THE REMAINS OF AN OLD TRAIL CROSSING.
 QE0053
 QE0053                          STATION RECOVERY (1995)
 QE0053
 QE0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (LLR)
 QE0053'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0372 ***********************************************************************
 NX0372  DESIGNATION -  15 STR
 NX0372  PID         -  NX0372
 NX0372  STATE/COUNTY-  OR/MALHEUR
 NX0372  USGS QUAD   -  JOHNNY CREEK SW (1981)
 NX0372
 NX0372                         *CURRENT SURVEY CONTROL
 NX0372  ___________________________________________________________________
 NX0372* NAD 83(1986)-  42 46 12.     (N)    118 10 17.     (W)     SCALED    
 NX0372* NAVD 88     -      1357.050  (meters)    4452.25   (feet)  ADJUSTED  
 NX0372  ___________________________________________________________________
 NX0372  GEOID HEIGHT-         -18.52  (meters)                     GEOID03
 NX0372  DYNAMIC HT  -        1356.294 (meters)    4449.77  (feet)  COMP
 NX0372  MODELED GRAV-     980,015.7   (mgal)                       NAVD 88
 NX0372
 NX0372  VERT ORDER  -  SECOND    CLASS 0
 NX0372
 NX0372.The horizontal coordinates were scaled from a topographic map and have
 NX0372.an estimated accuracy of +/- 6 seconds.
 NX0372
 NX0372.The orthometric height was determined by differential leveling
 NX0372.and adjusted in August 1995.
 NX0372
 NX0372.The geoid height was determined by GEOID03.
 NX0372
 NX0372.The dynamic height is computed by dividing the NAVD 88
 NX0372.geopotential number by the normal gravity value computed on the
 NX0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0372.degrees latitude (g = 980.6199 gals.).
 NX0372
 NX0372.The modeled gravity was interpolated from observed gravity values.
 NX0372
 NX0372;                    North         East    Units  Estimated Accuracy
 NX0372;SPC OR S     -   125,210.    1,690,540.      MT  (+/- 180 meters Scaled)
 NX0372
 NX0372                          SUPERSEDED SURVEY CONTROL
 NX0372
 NX0372.No superseded survey control is available for this station.
 NX0372
 NX0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH041359(NAD 83)
 NX0372_MARKER: DB = BENCH MARK DISK
 NX0372_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NX0372+WITH SETTING: INFORMATION.
 NX0372_SP_SET: SHALLOW-SET METAL ROD
 NX0372_STAMPING: 15 STR 1975 4448
 NX0372_MARK LOGO: USGS  
 NX0372_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NX0372
 NX0372  HISTORY     - Date     Condition        Report By
 NX0372  HISTORY     - 1975     MONUMENTED       USGS
 NX0372
 NX0372                          STATION DESCRIPTION
 NX0372
 NX0372'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 NX0372'40.6 KM (25.20 MI) WSW FROM BURNS JUNCTION.
 NX0372'BURNS JCT, 6.5 MI S OF, ALONG US HWY 95, THENCE 1.3 MI SW ALONG
 NX0372'GRADED RD TO GATE, THENCE 1.95 MI N AND W ALONG TRACK RD TO Y-RD,
 NX0372'THENCE 5.3 MI W TO Y-RD, THENCE 8.2 MI W TO RD JCT AT WILDCAT WELL
 NX0372'NO. 2, THENCE 1.9 MI W TO E-W FENCE LINE.  40 FT E OF CENTERLINE OF
 NX0372'RD, 3.5 FT S OF FENCE, SET ON COPPER-COATED STEEL ROD OF UNRECORDED
 NX0372'DEPTH, PROJECTING 0.3 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1318 ***********************************************************************
 QE1318  DESIGNATION -  15 W
 QE1318  PID         -  QE1318
 QE1318  STATE/COUNTY-  OR/LINCOLN
 QE1318  USGS QUAD   -  WALDPORT (1984)
 QE1318
 QE1318                         *CURRENT SURVEY CONTROL
 QE1318  ___________________________________________________________________
 QE1318* NAD 83(1986)-  44 26 14.     (N)    124 04 27.     (W)     SCALED    
 QE1318* NAVD 88     -        27.466  (meters)      90.11   (feet)  ADJUSTED  
 QE1318  ___________________________________________________________________
 QE1318  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 QE1318  DYNAMIC HT  -          27.465 (meters)      90.11  (feet)  COMP
 QE1318  MODELED GRAV-     980,576.1   (mgal)                       NAVD 88
 QE1318
 QE1318  VERT ORDER  -  FIRST     CLASS II
 QE1318
 QE1318.The horizontal coordinates were scaled from a topographic map and have
 QE1318.an estimated accuracy of +/- 6 seconds.
 QE1318
 QE1318.The orthometric height was determined by differential leveling
 QE1318.and adjusted in June 1991.
 QE1318
 QE1318.The geoid height was determined by GEOID03.
 QE1318
 QE1318.The dynamic height is computed by dividing the NAVD 88
 QE1318.geopotential number by the normal gravity value computed on the
 QE1318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1318.degrees latitude (g = 980.6199 gals.).
 QE1318
 QE1318.The modeled gravity was interpolated from observed gravity values.
 QE1318
 QE1318;                    North         East    Units  Estimated Accuracy
 QE1318;SPC OR N     -    91,920.    2,215,540.      MT  (+/- 180 meters Scaled)
 QE1318
 QE1318                          SUPERSEDED SURVEY CONTROL
 QE1318
 QE1318.No superseded survey control is available for this station.
 QE1318
 QE1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ145209(NAD 83)
 QE1318_MARKER: DD = SURVEY DISK
 QE1318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE1318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE1318_STAMPING: 5A2B1 15 1931
 QE1318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE1318+STABILITY: SURFACE MOTION
 QE1318
 QE1318  HISTORY     - Date     Condition        Report By
 QE1318  HISTORY     - 1931     MONUMENTED       CGS
 QE1318  HISTORY     - 1941     GOOD             NGS
 QE1318  HISTORY     - 1988     MARK NOT FOUND   NGS
 QE1318  HISTORY     - 20020303 MARK NOT FOUND   USPSQD
 QE1318
 QE1318                          STATION DESCRIPTION
 QE1318
 QE1318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QE1318'0.85 MI N FROM WALDPORT.
 QE1318'ALONG U. S. HIGHWAY 101, 0.85 MILES NORTH OF WALDPORT, 0.2 MILES NORTH
 QE1318'OF THE NORTH END OF ALSEA BAY BRIDGE, AT THE NORTH END OF A CURVE, AT
 QE1318'THE SOUTH END OF A CUT, 36 FEET WEST OF THE CENTER OF THE ROAD, 8 FEET
 QE1318'BELOW LEVEL OF THE ROAD, SET IN CONCRETE POST.
 QE1318
 QE1318                          STATION RECOVERY (1988)
 QE1318
 QE1318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QE1318'MARK NOT FOUND.
 QE1318
 QE1318                          STATION RECOVERY (2002)
 QE1318
 QE1318'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 QE1318'BRIDGE HAS BEEN REPLACED.HIGHWAY REALIGNED
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 DE5633 ***********************************************************************
 DE5633  DESIGNATION -  150
 DE5633  PID         -  DE5633
 DE5633  STATE/COUNTY-  OR/POLK
 DE5633  USGS QUAD   -  MONMOUTH (1986)
 DE5633
 DE5633                         *CURRENT SURVEY CONTROL
 DE5633  ___________________________________________________________________
 DE5633* NAD 83(2007)-  44 52 04.09498(N)    123 09 49.83490(W)     ADJUSTED  
 DE5633* NAVD 88     -        47.5    (meters)     156.     (feet)  GPS OBS   
 DE5633  ___________________________________________________________________
 DE5633  EPOCH DATE  -        2007.00
 DE5633  X           -  -2,476,966.396 (meters)                     COMP
 DE5633  Y           -  -3,790,419.842 (meters)                     COMP
 DE5633  Z           -   4,476,965.936 (meters)                     COMP
 DE5633  LAPLACE CORR-          -5.45  (seconds)                    DEFLEC99
 DE5633  ELLIP HEIGHT-          24.946 (meters)          (02/10/07) ADJUSTED
 DE5633  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 DE5633
 DE5633  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE5633  Type    PID    Designation                      North   East  Ellip
 DE5633  -------------------------------------------------------------------
 DE5633  NETWORK DE5633 150                               1.86   1.47   2.10
 DE5633  -------------------------------------------------------------------
 DE5633
 DE5633.The horizontal coordinates were established by GPS observations
 DE5633.and adjusted by the National Geodetic Survey in February 2007.
 DE5633
 DE5633.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE5633.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE5633.The horizontal coordinates are valid at the epoch date displayed above.
 DE5633.The epoch date for horizontal control is a decimal equivalence
 DE5633.of Year/Month/Day.
 DE5633
 DE5633.The orthometric height was determined by GPS observations and a
 DE5633.high-resolution geoid model.
 DE5633
 DE5633.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5633
 DE5633.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE5633
 DE5633.The ellipsoidal height was determined by GPS observations
 DE5633.and is referenced to NAD 83.
 DE5633
 DE5633.The geoid height was determined by GEOID03.
 DE5633
 DE5633;                    North         East     Units Scale Factor Converg.
 DE5633;SPC OR N     -   136,942.031 2,289,539.436   MT  0.99990830   -1 53 21.0
 DE5633;SPC OR N     -   449,284.88  7,511,612.32   iFT  0.99990830   -1 53 21.0
 DE5633;UTM  10      - 4,968,278.344   487,057.003   MT  0.99960206   -0 06 56.1
 DE5633
 DE5633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5633!SPC OR N     -   0.99999609  x   0.99990830  =   0.99990439
 DE5633!UTM  10      -   0.99999609  x   0.99960206  =   0.99959815
 DE5633
 DE5633                          SUPERSEDED SURVEY CONTROL
 DE5633
 DE5633  NAD 83(1998)-  44 52 04.09245(N)    123 09 49.83637(W) AD(       ) B
 DE5633  ELLIP H (06/19/02)   24.951  (m)                       GP(       ) 4 1
 DE5633
 DE5633.Superseded values are not recommended for survey control.
 DE5633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE5633.See file dsdata.txt to determine how the superseded data were derived.
 DE5633
 DE5633_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ8705768278(NAD 83)
 DE5633_MARKER: DD = SURVEY DISK
 DE5633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE5633_STAMPING: 150 1994
 DE5633_MARK LOGO: OR-053
 DE5633_PROJECTION: FLUSH
 DE5633_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE5633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE5633+STABILITY: SURFACE MOTION
 DE5633_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5633+SATELLITE: SATELLITE OBSERVATIONS - August 01, 1994
 DE5633
 DE5633  HISTORY     - Date     Condition        Report By
 DE5633  HISTORY     - 19940801 MONUMENTED       OR-053
 DE5633
 DE5633                          STATION DESCRIPTION
 DE5633
 DE5633'DESCRIBED BY POLK COUNTY OREGON 1994 (JDN)
 DE5633'THE STATION IS LOCATED ABOUT 2.4 KM (1.5 MI) NORTHEAST OF INDEPENDENCE
 DE5633'AND 13.5 KM (8.4 MI)
 DE5633'SOUTHEAST OF DALLAS, IN THE NORTHEAST 1/4 OF SECTION 22 T8S R4W,
 DE5633'WILLAMETTE MERIDIAN.
 DE5633'OWNERSHIP--POLK COUNTY RIGHT-OF-WAY.
 DE5633' 
 DE5633'TO REACH THE STATIION FROM THE INTERSECTION OF MONMOUTH STREET AND
 DE5633'MAIN STREET IN
 DE5633'DOWNTOWN INDEPENDENCE, GO NORTH ON MAIN STREET FOR 1.88 KM (1.17 MI)
 DE5633'TO THE
 DE5633'INTERSECTION OF HANNA ROAD (COUNTY ROAD 8404). TURN RIGHT, EAST, ON
 DE5633'HANNA ROAD FOR
 DE5633'1.74 KM (1.08 MI) TO WHERE HANNA ROAD CURVES TO THE SOUTH.  CONTINUE
 DE5633'SOUTH ON HANNA
 DE5633'ROAD FOR 0.016 KM (0.01 MI) TO THE STATION ON THE LEFT UNDER A NORTH
 DE5633'TO SOUTH POWERLINE.
 DE5633' 
 DE5633'THE STATION IS A 7.6 CM (3 IN) POLK COUNTY GPS SURVEY MONUMENT BRASS
 DE5633'CAP SET IN THE TOP OF
 DE5633'A 35 CM (14 IN) ROUND CONCRETE POST FLUSH WITH THE GROUND. IT IS 1.8 M
 DE5633'(6.0 FT) EAST OF THE
 DE5633'EAST EDGE OF THE PAVEMENT,  22.55 M (74.0 FT) SOUTH FROM POWER POLE
 DE5633'NUMBER 225901, WITH
 DE5633'WITNESS TAG.  THERE ARE TWO CARSONITE WITNESS POSTS. ONE BEARS WEST
 DE5633'0.3 M (1.0 FT) AND
 DE5633'THE OTHER BEARS EAST 0.3 M (1.0 FT).
 DE5633' 
 DE5633'FOR ADDITIONAL INFORMATION ON HOW TO REACH THIS MONUMENT SEE THE POLK
 DE5633'COUNTY WEB
 DE5633'PAGE AT WWW.CO.POLK.OR.US/PUBLICWORKS/SURVEYS.HTM
 DE5633' 
 DE5633'
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0334 ***********************************************************************
 PB0334  DESIGNATION -  151
 PB0334  PID         -  PB0334
 PB0334  STATE/COUNTY-  OR/KLAMATH
 PB0334  USGS QUAD   -  CRESCENT (1967)
 PB0334
 PB0334                         *CURRENT SURVEY CONTROL
 PB0334  ___________________________________________________________________
 PB0334* NAD 83(1986)-  43 24 55.     (N)    121 43 05.     (W)     SCALED    
 PB0334* NAVD 88     -      1394.16   (+/-2cm)    4574.0    (feet)  VERTCON   
 PB0334  ___________________________________________________________________
 PB0334  GEOID HEIGHT-         -21.23  (meters)                     GEOID03
 PB0334  VERT ORDER  -  ? (See Below)
 PB0334
 PB0334.The horizontal coordinates were scaled from a topographic map and have
 PB0334.an estimated accuracy of +/- 6 seconds.
 PB0334
 PB0334.The NAVD 88 height was computed by applying the VERTCON shift value to
 PB0334.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PB0334.The vertical order pertains to the NGVD 29 superseded value.
 PB0334
 PB0334.The geoid height was determined by GEOID03.
 PB0334
 PB0334;                    North         East    Units  Estimated Accuracy
 PB0334;SPC OR S     -   194,960.    1,401,360.      MT  (+/- 180 meters Scaled)
 PB0334
 PB0334                          SUPERSEDED SURVEY CONTROL
 PB0334
 PB0334  NGVD 29 (??/??/92) 1392.880  (m)         4569.81   (f) ADJ UNCH    ?  
 PB0334
 PB0334.Superseded values are not recommended for survey control.
 PB0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0334.See file dsdata.txt to determine how the superseded data were derived.
 PB0334
 PB0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP037077(NAD 83)
 PB0334_MARKER: N = NAIL
 PB0334_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PB0334_SP_SET: PINE TREE
 PB0334_STAMPING: 4570 151
 PB0334_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PB0334
 PB0334  HISTORY     - Date     Condition        Report By
 PB0334  HISTORY     - UNK      MONUMENTED       USGS
 PB0334  HISTORY     - 1934     GOOD             NGS
 PB0334
 PB0334                          STATION DESCRIPTION
 PB0334
 PB0334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PB0334'3.6 MI SW FROM CRESCENT.
 PB0334'ABOUT 3.6 MILES SOUTHWEST ALONG THE DALLES - CALIFORNIA HIGHWAY FROM
 PB0334'CRESCENT, KLAMATH COUNTY, AT MILEAGE 192.9, 750 FEET EAST OF THE
 PB0334'HIGHWAY, 390 FEET EAST OF THE POINT WHERE THE TELEPHONE LINE PASSES
 PB0334'OVER THE SUMMIT OF A SMALL HILL, AT THE EAST EDGE OF THE ABANDONED
 PB0334'STAGE ROAD, A 40 INCH PINE TREE WITH A TRIANGULAR BLAZE BEARING AN
 PB0334'ALUMINUM TAG STAMPED 4570 151.  3 FEET BELOW THE BLAZE, THE HEAD OF A
 PB0334'NAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 DE5634 ***********************************************************************
 DE5634  DESIGNATION -  151
 DE5634  PID         -  DE5634
 DE5634  STATE/COUNTY-  OR/POLK
 DE5634  USGS QUAD   -  MONMOUTH (1986)
 DE5634
 DE5634                         *CURRENT SURVEY CONTROL
 DE5634  ___________________________________________________________________
 DE5634* NAD 83(2007)-  44 52 18.54481(N)    123 14 18.81454(W)     ADJUSTED  
 DE5634* NAVD 88     -        61.5    (meters)     202.     (feet)  GPS OBS   
 DE5634  ___________________________________________________________________
 DE5634  EPOCH DATE  -        2007.00
 DE5634  X           -  -2,481,740.200 (meters)                     COMP
 DE5634  Y           -  -3,786,931.726 (meters)                     COMP
 DE5634  Z           -   4,477,292.061 (meters)                     COMP
 DE5634  LAPLACE CORR-          -8.40  (seconds)                    DEFLEC99
 DE5634  ELLIP HEIGHT-          39.119 (meters)          (02/10/07) ADJUSTED
 DE5634  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 DE5634
 DE5634  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE5634  Type    PID    Designation                      North   East  Ellip
 DE5634  -------------------------------------------------------------------
 DE5634  NETWORK DE5634 151                               1.65   1.37   1.71
 DE5634  -------------------------------------------------------------------
 DE5634
 DE5634.The horizontal coordinates were established by GPS observations
 DE5634.and adjusted by the National Geodetic Survey in February 2007.
 DE5634
 DE5634.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE5634.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE5634.The horizontal coordinates are valid at the epoch date displayed above.
 DE5634.The epoch date for horizontal control is a decimal equivalence
 DE5634.of Year/Month/Day.
 DE5634
 DE5634.The orthometric height was determined by GPS observations and a
 DE5634.high-resolution geoid model.
 DE5634
 DE5634.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5634
 DE5634.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE5634
 DE5634.The ellipsoidal height was determined by GPS observations
 DE5634.and is referenced to NAD 83.
 DE5634
 DE5634.The geoid height was determined by GEOID03.
 DE5634
 DE5634;                    North         East     Units Scale Factor Converg.
 DE5634;SPC OR N     -   137,585.154 2,283,653.697   MT  0.99990794   -1 56 31.7
 DE5634;SPC OR N     -   451,394.86  7,492,302.16   iFT  0.99990794   -1 56 31.7
 DE5634;UTM  10      - 4,968,738.843   481,155.979   MT  0.99960437   -0 10 05.9
 DE5634
 DE5634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5634!SPC OR N     -   0.99999387  x   0.99990794  =   0.99990181
 DE5634!UTM  10      -   0.99999387  x   0.99960437  =   0.99959824
 DE5634
 DE5634                          SUPERSEDED SURVEY CONTROL
 DE5634
 DE5634  NAD 83(1998)-  44 52 18.54213(N)    123 14 18.81606(W) AD(       ) B
 DE5634  ELLIP H (06/19/02)   39.118  (m)                       GP(       ) 4 1
 DE5634
 DE5634.Superseded values are not recommended for survey control.
 DE5634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE5634.See file dsdata.txt to determine how the superseded data were derived.
 DE5634
 DE5634_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ8115668739(NAD 83)
 DE5634_MARKER: DD = SURVEY DISK
 DE5634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE5634_STAMPING: 151 1994
 DE5634_MARK LOGO: OR-053
 DE5634_PROJECTION: FLUSH
 DE5634_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE5634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE5634+STABILITY: SURFACE MOTION
 DE5634_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5634+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2003
 DE5634
 DE5634  HISTORY     - Date     Condition        Report By
 DE5634  HISTORY     - 1994     MONUMENTED       OR-053
 DE5634  HISTORY     - 20030122 GOOD             WHPACI
 DE5634
 DE5634                          STATION DESCRIPTION
 DE5634
 DE5634'DESCRIBED BY POLK COUNTY OREGON 1994 (JDN)
 DE5634'THE STATION IS LOCATED ABOUT 2.6 KM (1.1 MI) NORTH OF MONMOUTH AND 4.8
 DE5634'KM (3.0 MI)
 DE5634'NORTHWEST OF INDEPENDENCE, IN THE SOUTHEAST 1/4 OF SECTION 13 IN T8S
 DE5634'R5W, WILLAMETTE
 DE5634'MERIDIAN.  OWNERSHIP--POLK COUNTY RIGHT-OF-WAY.
 DE5634' 
 DE5634'TO REACH THESTATION FROM THE INTERSECTION OF STATE HIGHWAYS 51 AND 99W
 DE5634'IN MONMOUTH,
 DE5634'GO NORTH ON HIGHWAY 99W FOR 1.79 KM (1.11 MI) TO THE INTERSECTION OF
 DE5634'HOFFMAN ROAD
 DE5634'(COUNTY ROAD 8406). TURN LEFT, WEST, ON HOFFMAN ROAD FOR 0.74 KM (0.46
 DE5634'MI) TO THE
 DE5634'INTERSECTION OF RIDDELL ROAD (COUNTY ROAD 8599).  TURN RIGHT, NORTH,
 DE5634'ON RIDDLE ROAD FOR
 DE5634'0.81 KM (0.50 MI) TO THE STATION ON THE RIGHT.
 DE5634' 
 DE5634'THE STATION IS A 7.6 CM (3 IN) POLK COUNTY GPS SURVEY MONUMENT BRASS
 DE5634'CAP SET IN THE TOP OF
 DE5634'A 35 CM (14 IN) ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 11.9
 DE5634'M (39.0 FT) EAST OF THE
 DE5634'ROAD CENTERLINE,  8.20 M (26.9 FT) SOUTH FROM A GATE POST WITH A
 DE5634'WITNESS TAG, 4.6 M (15.0 FT)
 DE5634'SOUTH FROM A FIELD ENTRANCE, 0.15 M (0.5 FT) EAST FROM A CARSONITE
 DE5634'WITNESS POST.
 DE5634' 
 DE5634'FOR ADDITIONAL INFORMATION ON HOW TO REACH THIS MONUMENT SEE THE POLK
 DE5634'COUNTY WEB
 DE5634'PAGE AT WWW.CO.POLK.OR.US/PUBLICWORKS/SURVEYS.HTM
 DE5634' 
 DE5634' 
 DE5634'
 DE5634
 DE5634                          STATION RECOVERY (2003)
 DE5634
 DE5634'RECOVERY NOTE BY W + H PACIFIC, INCORPORATED 2003 (SJG)
 DE5634'RECOVEREY NOTE BY WH PACIFIC , JANUARY 2003 RECOVERED IN GOOD
 DE5634'CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0200 ***********************************************************************
 NZ0200  DESIGNATION -  1513 B
 NZ0200  PID         -  NZ0200
 NZ0200  STATE/COUNTY-  OR/JACKSON
 NZ0200  USGS QUAD   -  MEDFORD EAST (1983)
 NZ0200
 NZ0200                         *CURRENT SURVEY CONTROL
 NZ0200  ___________________________________________________________________
 NZ0200* NAD 83(1986)-  42 16 39.     (N)    122 49 39.     (W)     SCALED    
 NZ0200* NAVD 88     -       462.637  (meters)    1517.83   (feet)  ADJUSTED  
 NZ0200  ___________________________________________________________________
 NZ0200  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 NZ0200  DYNAMIC HT  -         462.447 (meters)    1517.21  (feet)  COMP
 NZ0200  MODELED GRAV-     980,196.6   (mgal)                       NAVD 88
 NZ0200
 NZ0200  VERT ORDER  -  FIRST     CLASS II
 NZ0200
 NZ0200.The horizontal coordinates were scaled from a topographic map and have
 NZ0200.an estimated accuracy of +/- 6 seconds.
 NZ0200
 NZ0200.The orthometric height was determined by differential leveling
 NZ0200.and adjusted in June 1991.
 NZ0200
 NZ0200.The geoid height was determined by GEOID03.
 NZ0200
 NZ0200.The dynamic height is computed by dividing the NAVD 88
 NZ0200.geopotential number by the normal gravity value computed on the
 NZ0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0200.degrees latitude (g = 980.6199 gals.).
 NZ0200
 NZ0200.The modeled gravity was interpolated from observed gravity values.
 NZ0200
 NZ0200;                    North         East    Units  Estimated Accuracy
 NZ0200;SPC OR S     -    70,520.    1,308,030.      MT  (+/- 180 meters Scaled)
 NZ0200
 NZ0200                          SUPERSEDED SURVEY CONTROL
 NZ0200
 NZ0200  NGVD 29 (??/??/92)  461.605  (m)         1514.45   (f) ADJ UNCH    1 2
 NZ0200
 NZ0200.Superseded values are not recommended for survey control.
 NZ0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0200.See file dsdata.txt to determine how the superseded data were derived.
 NZ0200
 NZ0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM142806(NAD 83)
 NZ0200_MARKER: P = PIPE CAP
 NZ0200_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NZ0200_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NZ0200_STAMPING: 1513 B 1903
 NZ0200_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0200
 NZ0200  HISTORY     - Date     Condition        Report By
 NZ0200  HISTORY     - 1903     MONUMENTED       USGS
 NZ0200  HISTORY     - 1954     GOOD             NGS
 NZ0200  HISTORY     - 1987     MARK NOT FOUND   NGS
 NZ0200
 NZ0200                          STATION DESCRIPTION
 NZ0200
 NZ0200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NZ0200'0.6 MI NW FROM PHOENIX.
 NZ0200'0.6 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 NZ0200'THE CROSSING OF FIRST STREET AT PHOENIX, 12 1/2 RAILS NORTHWEST OF
 NZ0200'WOODEN RAILROAD BRIDGE 437.58, AT THE CROSSING OF A PRIVATE ROAD, 43
 NZ0200'1/2 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 22.6 FEET NORTHEAST
 NZ0200'OF THE NORTHEAST RAIL, 4.2 FEET SOUTHWEST OF A FENCE, ABOUT 1 FOOT
 NZ0200'HIGHER THAN THE TRACK, AND RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE
 NZ0200'PROJECTING 0.5 FOOT ABOVE THE GROUND.  NOTE-- THE PIPE IS BENT AND THE
 NZ0200'CAP IS SLANTING.  THE ROD WAS HELD OVER THE LETTERS OL OF THE WORD
 NZ0200'GEOLOGICAL DURING THE 1954 LEVELING.
 NZ0200
 NZ0200                          STATION RECOVERY (1987)
 NZ0200
 NZ0200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 NZ0200'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1455 ***********************************************************************
 RC1455  DESIGNATION -  1516.68
 RC1455  PID         -  RC1455
 RC1455  STATE/COUNTY-  OR/HOOD RIVER
 RC1455  USGS QUAD   -  PARKDALE (1994)
 RC1455
 RC1455                         *CURRENT SURVEY CONTROL
 RC1455  ___________________________________________________________________
 RC1455* NAD 83(1986)-  45 32 26.     (N)    121 34 04.     (W)     SCALED    
 RC1455* NAVD 88     -       463.651  (meters)    1521.16   (feet)  ADJUSTED  
 RC1455  ___________________________________________________________________
 RC1455  GEOID HEIGHT-         -21.24  (meters)                     GEOID03
 RC1455  DYNAMIC HT  -         463.585 (meters)    1520.95  (feet)  COMP
 RC1455  MODELED GRAV-     980,461.7   (mgal)                       NAVD 88
 RC1455
 RC1455  VERT ORDER  -  SECOND    CLASS 0
 RC1455
 RC1455.The horizontal coordinates were scaled from a topographic map and have
 RC1455.an estimated accuracy of +/- 6 seconds.
 RC1455
 RC1455.The orthometric height was determined by differential leveling
 RC1455.and adjusted in June 1991.
 RC1455
 RC1455.The geoid height was determined by GEOID03.
 RC1455
 RC1455.The dynamic height is computed by dividing the NAVD 88
 RC1455.geopotential number by the normal gravity value computed on the
 RC1455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1455.degrees latitude (g = 980.6199 gals.).
 RC1455
 RC1455.The modeled gravity was interpolated from observed gravity values.
 RC1455
 RC1455;                    North         East    Units  Estimated Accuracy
 RC1455;SPC OR N     -   208,780.    2,416,610.      MT  (+/- 180 meters Scaled)
 RC1455
 RC1455                          SUPERSEDED SURVEY CONTROL
 RC1455
 RC1455  NGVD 29 (??/??/92)  462.58   (m)         1517.6    (f) COMPUTED    2 0
 RC1455
 RC1455.Superseded values are not recommended for survey control.
 RC1455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1455.See file dsdata.txt to determine how the superseded data were derived.
 RC1455
 RC1455_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR118440(NAD 83)
 RC1455_MARKER: N = NAIL
 RC1455_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RC1455_SP_SET: CONCRETE BOX
 RC1455_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC1455
 RC1455  HISTORY     - Date     Condition        Report By
 RC1455  HISTORY     - UNK      MONUMENTED       USGS
 RC1455  HISTORY     - 1961     GOOD             NGS
 RC1455
 RC1455                          STATION DESCRIPTION
 RC1455
 RC1455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RC1455'0.2 MI N FROM MT. HOOD.
 RC1455'REACHED FROM THE POST OFFICE AT MT. HOOD GO NORTH ON STATE HIGHWAY 35
 RC1455'FOR ABOUT 0.2 MILE, ON THE EAST SIDE OF THE HIGHWAY, IN TOP OF A
 RC1455'CONCRETE IRRIGATION BOX.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1588 ***********************************************************************
 RC1588  DESIGNATION -  152
 RC1588  PID         -  RC1588
 RC1588  STATE/COUNTY-  OR/HOOD RIVER
 RC1588  USGS QUAD   -  HOOD RIVER (1994)
 RC1588
 RC1588                         *CURRENT SURVEY CONTROL
 RC1588  ___________________________________________________________________
 RC1588* NAD 83(1986)-  45 42 29.     (N)    121 30 43.     (W)     SCALED    
 RC1588* NAVD 88     -        47.663  (meters)     156.37   (feet)  ADJUSTED  
 RC1588  ___________________________________________________________________
 RC1588  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 RC1588  DYNAMIC HT  -          47.662 (meters)     156.37  (feet)  COMP
 RC1588  MODELED GRAV-     980,603.6   (mgal)                       NAVD 88
 RC1588
 RC1588  VERT ORDER  -  FIRST     CLASS II
 RC1588
 RC1588.The horizontal coordinates were scaled from a topographic map and have
 RC1588.an estimated accuracy of +/- 6 seconds.
 RC1588
 RC1588.The orthometric height was determined by differential leveling
 RC1588.and adjusted in June 1991.
 RC1588
 RC1588.The geoid height was determined by GEOID03.
 RC1588
 RC1588.The dynamic height is computed by dividing the NAVD 88
 RC1588.geopotential number by the normal gravity value computed on the
 RC1588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1588.degrees latitude (g = 980.6199 gals.).
 RC1588
 RC1588.The modeled gravity was interpolated from observed gravity values.
 RC1588
 RC1588;                    North         East    Units  Estimated Accuracy
 RC1588;SPC OR N     -   227,340.    2,421,210.      MT  (+/- 180 meters Scaled)
 RC1588
 RC1588                          SUPERSEDED SURVEY CONTROL
 RC1588
 RC1588  NGVD 29 (??/??/92)   46.639  (m)          153.01   (f) ADJ UNCH    1 2
 RC1588
 RC1588.Superseded values are not recommended for survey control.
 RC1588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1588.See file dsdata.txt to determine how the superseded data were derived.
 RC1588
 RC1588_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR158626(NAD 83)
 RC1588_MARKER: X = CHISELED CROSS
 RC1588_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RC1588_SP_SET: STEP
 RC1588_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC1588
 RC1588  HISTORY     - Date     Condition        Report By
 RC1588  HISTORY     - UNK      MONUMENTED       LOCENG
 RC1588  HISTORY     - 1934     GOOD             NGS
 RC1588  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RC1588  HISTORY     - 1987     MARK NOT FOUND   NGS
 RC1588  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 RC1588  HISTORY     - 20080911 MARK NOT FOUND   GEOCAC
 RC1588
 RC1588                          STATION DESCRIPTION
 RC1588
 RC1588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RC1588'IN HOOD RIVER.
 RC1588'ON THE EAST SIDE OF SECOND ST., NEAR CITY HALL AT THE FIRST ENTRANCE
 RC1588'TO RED BRICK BUILDING NORTH OF FIRE STATION, ON THE NORTHWEST CORNER
 RC1588'OF TOP IRON STEP.
 RC1588
 RC1588                          STATION RECOVERY (1987)
 RC1588
 RC1588'RECOVERY NOTE BY US POWER SQUADRON 1987 (KRN)
 RC1588'MARK NOT FOUND.
 RC1588
 RC1588                          STATION RECOVERY (1987)
 RC1588
 RC1588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RC1588'NOT RECOVERED.
 RC1588
 RC1588                          STATION RECOVERY (1990)
 RC1588
 RC1588'RECOVERY NOTE BY US POWER SQUADRON 1990 (EF)
 RC1588'MARK NOT FOUND.
 RC1588
 RC1588                          STATION RECOVERY (2008)
 RC1588
 RC1588'RECOVERY NOTE BY GEOCACHING 2008 (HMT)
 RC1588'THE OLD CITY HALL BUILDING STILL STANDS AT THE NE CORNER OF STATE AND
 RC1588'2ND. THE FIRE STATION IS
 RC1588'NOW OCCUPIED BY THE POLICE DEPARTMENT.  THE BRICK BUILDING NORTH OF IT
 RC1588'HAS BEEN EXTENSIVELY
 RC1588'REMODELED, AND THE WEST TEN OR FIFTEEN FEET OF IT NOW SHOW NO BRICK AT
 RC1588'ALL.  THERE IS NO IRON
 RC1588'STAIRWAY THERE OR ANYWHERE ELSE ON THE BLOCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0333 ***********************************************************************
 PB0333  DESIGNATION -  152
 PB0333  PID         -  PB0333
 PB0333  STATE/COUNTY-  OR/KLAMATH
 PB0333  USGS QUAD   -  CRESCENT (1967)
 PB0333
 PB0333                         *CURRENT SURVEY CONTROL
 PB0333  ___________________________________________________________________
 PB0333* NAD 83(1986)-  43 25 41.     (N)    121 42 54.     (W)     SCALED    
 PB0333* NAVD 88     -      1376.87   (+/-2cm)    4517.3    (feet)  VERTCON   
 PB0333  ___________________________________________________________________
 PB0333  GEOID HEIGHT-         -21.22  (meters)                     GEOID03
 PB0333  VERT ORDER  -  ? (See Below)
 PB0333
 PB0333.The horizontal coordinates were scaled from a topographic map and have
 PB0333.an estimated accuracy of +/- 6 seconds.
 PB0333
 PB0333.The NAVD 88 height was computed by applying the VERTCON shift value to
 PB0333.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PB0333.The vertical order pertains to the NGVD 29 superseded value.
 PB0333
 PB0333.The geoid height was determined by GEOID03.
 PB0333
 PB0333;                    North         East    Units  Estimated Accuracy
 PB0333;SPC OR S     -   196,370.    1,401,630.      MT  (+/- 180 meters Scaled)
 PB0333
 PB0333                          SUPERSEDED SURVEY CONTROL
 PB0333
 PB0333  NGVD 29 (??/??/92) 1375.588  (m)         4513.07   (f) ADJ UNCH    ?  
 PB0333
 PB0333.Superseded values are not recommended for survey control.
 PB0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0333.See file dsdata.txt to determine how the superseded data were derived.
 PB0333
 PB0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP040091(NAD 83)
 PB0333_MARKER: N = NAIL
 PB0333_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PB0333_SP_SET: PINE TREE
 PB0333_STAMPING: 4514 152
 PB0333_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PB0333
 PB0333  HISTORY     - Date     Condition        Report By
 PB0333  HISTORY     - UNK      MONUMENTED       USGS
 PB0333  HISTORY     - 1934     GOOD             NGS
 PB0333
 PB0333                          STATION DESCRIPTION
 PB0333
 PB0333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PB0333'2.6 MI SW FROM CRESCENT.
 PB0333'2.6 MILES SOUTHWEST ALONG THE DALLES - CALIFORNIA HIGHWAY FROM
 PB0333'CRESCENT, KLAMATH COUNTY, AT MILEAGE 191.9, 44 FEET SOUTHEAST OF AN 18
 PB0333'INCH PIPE CULVERT, NEAR THE MIDDLE OF A SHORT TANGENT ASCENDING TO THE
 PB0333'SOUTHWARD, 36 FEET EAST OF THE HIGHWAY CENTERLINE AND 5 FEET BELOW THE
 PB0333'ROAD, A 36 INCH PINE TREE WITH A TRIANGULAR BLAZE BEARING AN ALUMINUM
 PB0333'TAG STAMPED 4514 152.  3 FEET BELOW THE BLAZE, THE HEAD OF A NAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0433 ***********************************************************************
 RB0433  DESIGNATION -  1528 RESET
 RB0433  PID         -  RB0433
 RB0433  STATE/COUNTY-  OR/UMATILLA
 RB0433  USGS QUAD   -  THORN HOLLOW (1964)
 RB0433
 RB0433                         *CURRENT SURVEY CONTROL
 RB0433  ___________________________________________________________________
 RB0433* NAD 83(1986)-  45 41 02.     (N)    118 29 05.     (W)     SCALED    
 RB0433* NAVD 88     -       466.789  (meters)    1531.46   (feet)  ADJUSTED  
 RB0433  ___________________________________________________________________
 RB0433  GEOID HEIGHT-         -19.94  (meters)                     GEOID03
 RB0433  DYNAMIC HT  -         466.714 (meters)    1531.21  (feet)  COMP
 RB0433  MODELED GRAV-     980,442.0   (mgal)                       NAVD 88
 RB0433
 RB0433  VERT ORDER  -  FIRST     CLASS II
 RB0433
 RB0433.The horizontal coordinates were scaled from a topographic map and have
 RB0433.an estimated accuracy of +/- 6 seconds.
 RB0433
 RB0433.The orthometric height was determined by differential leveling
 RB0433.and adjusted in June 1991.
 RB0433
 RB0433.The geoid height was determined by GEOID03.
 RB0433
 RB0433.The dynamic height is computed by dividing the NAVD 88
 RB0433.geopotential number by the normal gravity value computed on the
 RB0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0433.degrees latitude (g = 980.6199 gals.).
 RB0433
 RB0433.The modeled gravity was interpolated from observed gravity values.
 RB0433
 RB0433;                    North         East    Units  Estimated Accuracy
 RB0433;SPC OR N     -   226,120.    2,656,970.      MT  (+/- 180 meters Scaled)
 RB0433
 RB0433                          SUPERSEDED SURVEY CONTROL
 RB0433
 RB0433  NGVD 29 (??/??/92)  465.755  (m)         1528.06   (f) ADJ UNCH    1 2
 RB0433
 RB0433.Superseded values are not recommended for survey control.
 RB0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0433.See file dsdata.txt to determine how the superseded data were derived.
 RB0433
 RB0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL843599(NAD 83)
 RB0433_MARKER: DD = SURVEY DISK
 RB0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0433_STAMPING: 1528.242 A 1899
 RB0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0433+STABILITY: SURFACE MOTION
 RB0433
 RB0433  HISTORY     - Date     Condition        Report By
 RB0433  HISTORY     - 1899     MONUMENTED       USGS
 RB0433  HISTORY     - 1951     GOOD             NGS
 RB0433
 RB0433                          STATION DESCRIPTION
 RB0433
 RB0433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 RB0433'1 MI W FROM THORN HOLLOW.
 RB0433'1 MILE WEST ALONG THE UNION PACIFIC RAILROAD TRACK FROM THE SCHOOL
 RB0433'BUILDING IN THORN HOLLOW, 262 1/2 FEET WEST OF THE CENTER OF THE
 RB0433'RAILROAD CROSSING, WEST OF THE CENTER OF THE CATTLE GUARD, 34.7 FEET
 RB0433'SOUTH OF THE NORTH RIGHT OF WAY FENCE, 15.3 FEET NORTH OF THE NORTH
 RB0433'RAIL OF THE U.P.R.R. TRACK, 15 FEET EAST OF A POWER LINE POLE, 1.6
 RB0433'FEET WEST OF THE WITNESS POST, AND ABOUT 3 1/2 FEET LOWER THAN THE TOP
 RB0433'OF THE TRACK, AND SET IN TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 RB0433'ABOVE THE GROUND, AND INCASED IN A TIN PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0526 ***********************************************************************
 RC0526  DESIGNATION -  1535 RESET
 RC0526  PID         -  RC0526
 RC0526  STATE/COUNTY-  OR/SHERMAN
 RC0526  USGS QUAD   -  KLONDIKE (1971)
 RC0526
 RC0526                         *CURRENT SURVEY CONTROL
 RC0526  ___________________________________________________________________
 RC0526* NAD 83(1986)-  45 34 20.     (N)    120 36 10.     (W)     SCALED    
 RC0526* NAVD 88     -       468.993  (meters)    1538.69   (feet)  ADJUSTED  
 RC0526  ___________________________________________________________________
 RC0526  GEOID HEIGHT-         -21.38  (meters)                     GEOID03
 RC0526  DYNAMIC HT  -         468.948 (meters)    1538.54  (feet)  COMP
 RC0526  MODELED GRAV-     980,505.5   (mgal)                       NAVD 88
 RC0526
 RC0526  VERT ORDER  -  FIRST     CLASS II
 RC0526
 RC0526.The horizontal coordinates were scaled from a topographic map and have
 RC0526.an estimated accuracy of +/- 6 seconds.
 RC0526
 RC0526.The orthometric height was determined by differential leveling
 RC0526.and adjusted in June 1991.
 RC0526
 RC0526.The geoid height was determined by GEOID03.
 RC0526
 RC0526.The dynamic height is computed by dividing the NAVD 88
 RC0526.geopotential number by the normal gravity value computed on the
 RC0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0526.degrees latitude (g = 980.6199 gals.).
 RC0526
 RC0526.The modeled gravity was interpolated from observed gravity values.
 RC0526
 RC0526;                    North         East    Units  Estimated Accuracy
 RC0526;SPC OR N     -   211,760.    2,491,980.      MT  (+/- 180 meters Scaled)
 RC0526
 RC0526                          SUPERSEDED SURVEY CONTROL
 RC0526
 RC0526  NGVD 29 (??/??/92)  467.981  (m)         1535.37   (f) ADJ UNCH    1 2
 RC0526
 RC0526.Superseded values are not recommended for survey control.
 RC0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0526.See file dsdata.txt to determine how the superseded data were derived.
 RC0526
 RC0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR870493(NAD 83)
 RC0526_MARKER: DB = BENCH MARK DISK
 RC0526_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RC0526_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RC0526_STAMPING: 1535.339 H 1904
 RC0526_MARK LOGO: USGS  
 RC0526_MAGNETIC: P = MARKER IS A STEEL PIPE
 RC0526_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC0526
 RC0526  HISTORY     - Date     Condition        Report By
 RC0526  HISTORY     - 1930     MONUMENTED       CGS
 RC0526  HISTORY     - 1946     GOOD             NGS
 RC0526  HISTORY     - 19610630 GOOD             CGS
 RC0526
 RC0526                          STATION DESCRIPTION
 RC0526
 RC0526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RC0526'1 MI SE FROM KLONDIKE.
 RC0526'ALONG OREGON-WASHINGTON RAILROAD AND NAVIGATION CO. TRACKS ABOUT 1
 RC0526'MILE SOUTHEAST OF KLONDIKE, AT CROSSING OF STATE HIGHWAY 206, 34 FEET
 RC0526'WEST OF CENTER LINE OF HIGHWAY, 22 FEET NORTHEAST OF CENTER LINE OF
 RC0526'TRACKS, 23.7 FEET NORTHWEST OF RAILROAD CROSSING SIGN, 1.3 FEET EAST
 RC0526'OF BARBED WIRE FENCE, A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK
 RC0526'SET IN CONCRETE FILLED TILE POST AND STAMPED 1535 H 1904.
 RC0526
 RC0526                          STATION RECOVERY (1961)
 RC0526
 RC0526'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 RC0526'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 97 AND STATE HIGHWAY 206 AT
 RC0526'WASCO GO EAST ON STATE HIGHWAY 206 FOR 0.8 MILE, TAKE LEFT FORK FOLLOW
 RC0526'THIS GRAVELED ROAD FOR 4.2 MILES TO AN OLD SCHOOL BUILDING ON THE
 RC0526'LEFT, TURN RIGHT, GO SOUTH ABOUT 0.6 MILE TO THE UNION PACIFIC
 RC0526'RAILROAD TRACKS.  THIS IS ABOUT 1.0 MILE EAST SOUTHEAST OF THE GRAIN
 RC0526'ELEVATORS AT KLONDIKE.  BENCH MARK IS 30 FEET WEST OF THE CENTER OF
 RC0526'THE ROAD, 20 FEET EAST OF THE EAST RAIL, 100 FEET NORTHWEST OF THE
 RC0526'CENTER OF THE RAILROAD TRACKS AND THE CENTER OF THE ROAD, AND 1 FOOT
 RC0526'NORTH OF A WITNESS POST.  A STANDARD DISK RIVETED TO THE TOP OF A
 RC0526'3-1/2 INCH IRON PIPE ENCASED IN CONCRETE, PROJECTING ABOUT 8 INCHES
 RC0526'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2745 ***********************************************************************
 RC2745  DESIGNATION -  1535 RESET
 RC2745  PID         -  RC2745
 RC2745  STATE/COUNTY-  OR/SHERMAN
 RC2745  USGS QUAD   -  KLONDIKE (1971)
 RC2745
 RC2745                         *CURRENT SURVEY CONTROL
 RC2745  ___________________________________________________________________
 RC2745* NAD 83(1986)-  45 34 21.     (N)    120 36 11.     (W)     SCALED    
 RC2745* NAVD 88     -       470.30   (meters)    1543.0    (feet)  RESET     
 RC2745  ___________________________________________________________________
 RC2745  GEOID HEIGHT-         -21.38  (meters)                     GEOID03
 RC2745  VERT ORDER  -  THIRD
 RC2745
 RC2745.The horizontal coordinates were scaled from a topographic map and have
 RC2745.an estimated accuracy of +/- 6 seconds.
 RC2745
 RC2745.The orthometric height was computed from unverified reset data.
 RC2745.No vertical observational check was made to the station.
 RC2745
 RC2745.The geoid height was determined by GEOID03.
 RC2745
 RC2745;                    North         East    Units  Estimated Accuracy
 RC2745;SPC OR N     -   211,790.    2,491,960.      MT  (+/- 180 meters Scaled)
 RC2745
 RC2745                          SUPERSEDED SURVEY CONTROL
 RC2745
 RC2745  NGVD 29 (10/26/06)  469.29   (m)         1539.7    (f) RESET       3  
 RC2745
 RC2745.Superseded values are not recommended for survey control.
 RC2745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2745.See file dsdata.txt to determine how the superseded data were derived.
 RC2745
 RC2745_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR870493(NAD 83)
 RC2745_MARKER: DB = BENCH MARK DISK
 RC2745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC2745_SP_SET: CONCRETE POST
 RC2745_STAMPING: 1535 USGS RESET 1983
 RC2745_MARK LOGO: USGS  
 RC2745_MAGNETIC: N = NO MAGNETIC MATERIAL
 RC2745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC2745+STABILITY: SURFACE MOTION
 RC2745
 RC2745  HISTORY     - Date     Condition        Report By
 RC2745  HISTORY     - 1983     MONUMENTED       NGS
 RC2745
 RC2745                          STATION DESCRIPTION
 RC2745
 RC2745'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RC2745'FROM THE POST OFFICE IN WASCO BY GOING SOUTH ON HIGHWAY 97, .08 KM
 RC2745'(0.05 MI) , TURN LEFT, ON HIGHWAY 206, GO 1.3 KM (0.8 MI) TO ROAD
 RC2745'FORK, TURN LEFT ON KLONDIKE ROAD, AND GO 5.4 KM (3.4 MI) TO A T
 RC2745'JUNCTION, GO STRAIT 0.6 KM (0.4 MI) TO A T JUNCTION, TURN RIGHT ON
 RC2745'HAY CANYON ROAD AND GO 1.4 KM (0.9 MI) TO THE MARK ON THE LEFT.  14.9
 RC2745'METERS NORTH OF A FENCE CORNER, 7.7 METERS EAST OF CENTERLINE OF
 RC2745'ROAD, 0.9 METERS NORTH OF A TELEPHONE POLE, (SOUTH ONE OF FOUR), 0.4
 RC2745'METERS SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1452 ***********************************************************************
 RC1452  DESIGNATION -  1535.11
 RC1452  PID         -  RC1452
 RC1452  STATE/COUNTY-  OR/HOOD RIVER
 RC1452  USGS QUAD   -  PARKDALE (1994)
 RC1452
 RC1452                         *CURRENT SURVEY CONTROL
 RC1452  ___________________________________________________________________
 RC1452* NAD 83(1986)-  45 31 49.     (N)    121 34 44.     (W)     SCALED    
 RC1452* NAVD 88     -       466.603  (meters)    1530.85   (feet)  ADJUSTED  
 RC1452  ___________________________________________________________________
 RC1452  GEOID HEIGHT-         -21.23  (meters)                     GEOID03
 RC1452  DYNAMIC HT  -         466.546 (meters)    1530.66  (feet)  COMP
 RC1452  MODELED GRAV-     980,480.6   (mgal)                       NAVD 88
 RC1452
 RC1452  VERT ORDER  -  SECOND    CLASS 0
 RC1452
 RC1452.The horizontal coordinates were scaled from a topographic map and have
 RC1452.an estimated accuracy of +/- 6 seconds.
 RC1452
 RC1452.The orthometric height was determined by differential leveling
 RC1452.and adjusted in June 1991.
 RC1452
 RC1452.The geoid height was determined by GEOID03.
 RC1452
 RC1452.The dynamic height is computed by dividing the NAVD 88
 RC1452.geopotential number by the normal gravity value computed on the
 RC1452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1452.degrees latitude (g = 980.6199 gals.).
 RC1452
 RC1452.The modeled gravity was interpolated from observed gravity values.
 RC1452
 RC1452;                    North         East    Units  Estimated Accuracy
 RC1452;SPC OR N     -   207,650.    2,415,730.      MT  (+/- 180 meters Scaled)
 RC1452
 RC1452                          SUPERSEDED SURVEY CONTROL
 RC1452
 RC1452  NGVD 29 (??/??/92)  465.54   (m)         1527.4    (f) COMPUTED    2 0
 RC1452
 RC1452.Superseded values are not recommended for survey control.
 RC1452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1452.See file dsdata.txt to determine how the superseded data were derived.
 RC1452
 RC1452_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR109428(NAD 83)
 RC1452_MARKER: N = NAIL
 RC1452_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RC1452_SP_SET: BRIDGE
 RC1452_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RC1452
 RC1452  HISTORY     - Date     Condition        Report By
 RC1452  HISTORY     - UNK      MONUMENTED       USGS
 RC1452  HISTORY     - 1961     GOOD             NGS
 RC1452
 RC1452                          STATION DESCRIPTION
 RC1452
 RC1452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RC1452'0.8 MI S FROM MT. HOOD.
 RC1452'REACHED FROM THE POST OFFICE AT MT HOOD GO SOUTH ON THE OLD HIGHWAY
 RC1452'FOR ABOUT 0.8 MILE TO THE BRIDGE OVER EAST FORK HOOD RIVER, AT THE
 RC1452'NORTH END OF THE BRIDGE IN THE WEST CURB.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0154 ***********************************************************************
 QD0154  DESIGNATION -  1536
 QD0154  PID         -  QD0154
 QD0154  STATE/COUNTY-  OR/WHEELER
 QD0154  USGS QUAD   -  SANDROCK MTN (1968)
 QD0154
 QD0154                         *CURRENT SURVEY CONTROL
 QD0154  ___________________________________________________________________
 QD0154* NAD 83(1986)-  44 44 45.     (N)    120 22 35.     (W)     SCALED    
 QD0154* NAVD 88     -       469.064  (meters)    1538.92   (feet)  ADJUSTED  
 QD0154  ___________________________________________________________________
 QD0154  GEOID HEIGHT-         -20.48  (meters)                     GEOID03
 QD0154  DYNAMIC HT  -         468.963 (meters)    1538.59  (feet)  COMP
 QD0154  MODELED GRAV-     980,388.9   (mgal)                       NAVD 88
 QD0154
 QD0154  VERT ORDER  -  FIRST     CLASS II
 QD0154
 QD0154.The horizontal coordinates were scaled from a topographic map and have
 QD0154.an estimated accuracy of +/- 6 seconds.
 QD0154
 QD0154.The orthometric height was determined by differential leveling
 QD0154.and adjusted in June 1991.
 QD0154
 QD0154.The geoid height was determined by GEOID03.
 QD0154
 QD0154.The dynamic height is computed by dividing the NAVD 88
 QD0154.geopotential number by the normal gravity value computed on the
 QD0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0154.degrees latitude (g = 980.6199 gals.).
 QD0154
 QD0154.The modeled gravity was interpolated from observed gravity values.
 QD0154
 QD0154;                    North         East    Units  Estimated Accuracy
 QD0154;SPC OR N     -   119,930.    2,509,790.      MT  (+/- 180 meters Scaled)
 QD0154
 QD0154                          SUPERSEDED SURVEY CONTROL
 QD0154
 QD0154  NGVD 29 (??/??/92)  467.964  (m)         1535.31   (f) ADJ UNCH    1 2
 QD0154
 QD0154.Superseded values are not recommended for survey control.
 QD0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0154.See file dsdata.txt to determine how the superseded data were derived.
 QD0154
 QD0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGQ076580(NAD 83)
 QD0154_MARKER: DB = BENCH MARK DISK
 QD0154_SETTING: 66 = SET IN ROCK OUTCROP
 QD0154_SP_SET: OUTCROP
 QD0154_STAMPING: 1536 1915
 QD0154_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QD0154+STABILITY: POSITION/ELEVATION WELL
 QD0154
 QD0154  HISTORY     - Date     Condition        Report By
 QD0154  HISTORY     - 1915     MONUMENTED       USGS
 QD0154  HISTORY     - 1936     GOOD             NGS
 QD0154  HISTORY     - 1987     MARK NOT FOUND   NGS
 QD0154
 QD0154                          STATION DESCRIPTION
 QD0154
 QD0154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 QD0154'20.7 MI NW FROM MITCHELL.
 QD0154'20.7 MILES NORTH WEST OF MITCHELL POST OFFICE.  ALONG
 QD0154'MITCHELL-ANTELOPE ROAD.  3.6 MILES NORTHWEST OF BURNT RANCH POST
 QD0154'OFFICE.  1.5 MILES SOUTHEAST OF KASER RANCH, FORMERLY BURNT RANCH POST
 QD0154'OFFICE.  330 FEET SOUTH EAST OF OLD SCHOOL HOUSE.  35 FEET EAST OF
 QD0154'CENTER LINE OF ROAD.  12 FEET WEST OF FENCE LINE.  IN TOP OF ROCK
 QD0154'OUTCROP, 6 INCHES ABOVE GROUND.
 QD0154
 QD0154                          STATION RECOVERY (1987)
 QD0154
 QD0154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QD0154'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1256 ***********************************************************************
 QE1256  DESIGNATION -  154
 QE1256  PID         -  QE1256
 QE1256  STATE/COUNTY-  OR/LANE
 QE1256  USGS QUAD   -  HECETA HEAD (1984)
 QE1256
 QE1256                         *CURRENT SURVEY CONTROL
 QE1256  ___________________________________________________________________
 QE1256* NAD 83(1986)-  44 13 22.     (N)    124 05 30.     (W)     SCALED    
 QE1256* NAVD 88     -        48.279  (meters)     158.40   (feet)  ADJUSTED  
 QE1256  ___________________________________________________________________
 QE1256  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 QE1256  DYNAMIC HT  -          48.278 (meters)     158.39  (feet)  COMP
 QE1256  MODELED GRAV-     980,590.2   (mgal)                       NAVD 88
 QE1256
 QE1256  VERT ORDER  -  FIRST     CLASS II
 QE1256
 QE1256.The horizontal coordinates were scaled from a topographic map and have
 QE1256.an estimated accuracy of +/- 6 seconds.
 QE1256
 QE1256.The orthometric height was determined by differential leveling
 QE1256.and adjusted in June 1991.
 QE1256
 QE1256.The geoid height was determined by GEOID03.
 QE1256
 QE1256.The dynamic height is computed by dividing the NAVD 88
 QE1256.geopotential number by the normal gravity value computed on the
 QE1256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1256.degrees latitude (g = 980.6199 gals.).
 QE1256
 QE1256.The modeled gravity was interpolated from observed gravity values.
 QE1256
 QE1256;                    North         East    Units  Estimated Accuracy
 QE1256;SPC OR S     -   290,110.    1,213,080.      MT  (+/- 180 meters Scaled)
 QE1256
 QE1256                          SUPERSEDED SURVEY CONTROL
 QE1256
 QE1256  NGVD 29 (??/??/92)   47.246  (m)          155.01   (f) ADJ UNCH    1 2
 QE1256
 QE1256.Superseded values are not recommended for survey control.
 QE1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1256.See file dsdata.txt to determine how the superseded data were derived.
 QE1256
 QE1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP128971(NAD 83)
 QE1256_MARKER: N = NAIL
 QE1256_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QE1256_SP_SET: TREE BASE
 QE1256_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE1256
 QE1256  HISTORY     - Date     Condition        Report By
 QE1256  HISTORY     - UNK      MONUMENTED       CGS
 QE1256  HISTORY     - 1941     GOOD             NGS
 QE1256
 QE1256                          STATION DESCRIPTION
 QE1256
 QE1256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QE1256'0.95 MI E FROM BATHHURST HOTEL.
 QE1256'ALONG TENMILE CREEK ROAD, .95 MILES EAST OF BATHHURST HOTEL, 41 FEET
 QE1256'SOUTH OF THE CENTER OF THE ROAD, 12 FEET EAST OF A QUARTER SECTION
 QE1256'CORNER INDICATOR, IN THE WEST BASE OF A 14 INCH ALDER TREE.  A COPPER
 QE1256'NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0331 ***********************************************************************
 PB0331  DESIGNATION -  155
 PB0331  PID         -  PB0331
 PB0331  STATE/COUNTY-  OR/KLAMATH
 PB0331  USGS QUAD   -  CRESCENT (1967)
 PB0331
 PB0331                         *CURRENT SURVEY CONTROL
 PB0331  ___________________________________________________________________
 PB0331* NAD 83(1986)-  43 29 30.     (N)    121 40 30.     (W)     SCALED    
 PB0331* NAVD 88     -      1339.76   (+/-2cm)    4395.5    (feet)  VERTCON   
 PB0331  ___________________________________________________________________
 PB0331  GEOID HEIGHT-         -21.13  (meters)                     GEOID03
 PB0331  VERT ORDER  -  ? (See Below)
 PB0331
 PB0331.The horizontal coordinates were scaled from a topographic map and have
 PB0331.an estimated accuracy of +/- 6 seconds.
 PB0331
 PB0331.The NAVD 88 height was computed by applying the VERTCON shift value to
 PB0331.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PB0331.The vertical order pertains to the NGVD 29 superseded value.
 PB0331
 PB0331.The geoid height was determined by GEOID03.
 PB0331
 PB0331;                    North         East    Units  Estimated Accuracy
 PB0331;SPC OR S     -   203,390.    1,404,970.      MT  (+/- 180 meters Scaled)
 PB0331
 PB0331                          SUPERSEDED SURVEY CONTROL
 PB0331
 PB0331  NGVD 29 (??/??/92) 1338.503  (m)         4391.41   (f) ADJ UNCH    ?  
 PB0331
 PB0331.Superseded values are not recommended for survey control.
 PB0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0331.See file dsdata.txt to determine how the superseded data were derived.
 PB0331
 PB0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP071162(NAD 83)
 PB0331_MARKER: N = NAIL
 PB0331_SETTING: 0 = UNSPECIFIED SETTING
 PB0331_STAMPING: 4392 155
 PB0331_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PB0331
 PB0331  HISTORY     - Date     Condition        Report By
 PB0331  HISTORY     - UNK      MONUMENTED       USGS
 PB0331  HISTORY     - 1934     GOOD             NGS
 PB0331
 PB0331                          STATION DESCRIPTION
 PB0331
 PB0331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PB0331'1.8 MI NE FROM CRESCENT.
 PB0331'1.8 MILES NORTHEAST ALONG THE OLD RIVER ROAD THAT LEAVES THE DALLES -
 PB0331'CALIFORNIA HIGHWAY 0.4 MILE NORTH OF CRESCENT, KLAMATH COUNTY, ABOUT
 PB0331'0.4 MILE EAST OF THE HIGHWAY, 180 FEET NORTHEAST OF THE POINT WHERE
 PB0331'THE ROAD LEAVES THE BOTTOM OF A RAVINE AND DESCENDS TOWARD THE
 PB0331'NORTHEAST, A 42 INCH PINE TREE WITH A TRIANGULAR BLAZE BEARING AN
 PB0331'ALUMINUM TAG STAMPED 4392 155.  3.2 FEET BELOW THE BLAZE, THE HEAD OF
 PB0331'A NAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 DE5635 ***********************************************************************
 DE5635  DESIGNATION -  155
 DE5635  PID         -  DE5635
 DE5635  STATE/COUNTY-  OR/POLK
 DE5635  USGS QUAD   -  VALSETZ (1974)
 DE5635
 DE5635                         *CURRENT SURVEY CONTROL
 DE5635  ___________________________________________________________________
 DE5635* NAD 83(2007)-  44 52 08.09198(N)    123 38 37.13662(W)     ADJUSTED  
 DE5635* NAVD 88     -      1015.6    (meters)    3332.     (feet)  GPS OBS   
 DE5635  ___________________________________________________________________
 DE5635  EPOCH DATE  -        2007.00
 DE5635  X           -  -2,508,953.293 (meters)                     COMP
 DE5635  Y           -  -3,770,044.062 (meters)                     COMP
 DE5635  Z           -   4,477,737.269 (meters)                     COMP
 DE5635  LAPLACE CORR-           7.85  (seconds)                    DEFLEC99
 DE5635  ELLIP HEIGHT-         994.329 (meters)          (02/10/07) ADJUSTED
 DE5635  GEOID HEIGHT-         -21.28  (meters)                     GEOID03
 DE5635
 DE5635  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE5635  Type    PID    Designation                      North   East  Ellip
 DE5635  -------------------------------------------------------------------
 DE5635  NETWORK DE5635 155                               1.67   1.43   1.86
 DE5635  -------------------------------------------------------------------
 DE5635
 DE5635.The horizontal coordinates were established by GPS observations
 DE5635.and adjusted by the National Geodetic Survey in February 2007.
 DE5635
 DE5635.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE5635.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE5635.The horizontal coordinates are valid at the epoch date displayed above.
 DE5635.The epoch date for horizontal control is a decimal equivalence
 DE5635.of Year/Month/Day.
 DE5635
 DE5635.The orthometric height was determined by GPS observations and a
 DE5635.high-resolution geoid model.
 DE5635
 DE5635.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5635
 DE5635.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE5635
 DE5635.The ellipsoidal height was determined by GPS observations
 DE5635.and is referenced to NAD 83.
 DE5635
 DE5635.The geoid height was determined by GEOID03.
 DE5635
 DE5635;                    North         East     Units Scale Factor Converg.
 DE5635;SPC OR N     -   138,427.723 2,251,654.176   MT  0.99990820   -2 13 46.0
 DE5635;SPC OR N     -   454,159.20  7,387,316.85   iFT  0.99990820   -2 13 46.0
 DE5635;UTM  10      - 4,968,590.109   449,155.063   MT  0.99963179   -0 27 14.7
 DE5635
 DE5635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5635!SPC OR N     -   0.99984412  x   0.99990820  =   0.99975234
 DE5635!UTM  10      -   0.99984412  x   0.99963179  =   0.99947597
 DE5635
 DE5635                          SUPERSEDED SURVEY CONTROL
 DE5635
 DE5635  NAD 83(1998)-  44 52 08.08930(N)    123 38 37.13909(W) AD(       ) B
 DE5635  ELLIP H (06/19/02)  994.340  (m)                       GP(       ) 4 1
 DE5635
 DE5635.Superseded values are not recommended for survey control.
 DE5635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE5635.See file dsdata.txt to determine how the superseded data were derived.
 DE5635
 DE5635_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ4915568590(NAD 83)
 DE5635_MARKER: DD = SURVEY DISK
 DE5635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE5635_STAMPING: 155 1994 LS2462 T8S R8W
 DE5635_MARK LOGO: OR-053
 DE5635_PROJECTION: FLUSH
 DE5635_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE5635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE5635+STABILITY: SURFACE MOTION
 DE5635_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5635+SATELLITE: SATELLITE OBSERVATIONS - August 01, 1994
 DE5635
 DE5635  HISTORY     - Date     Condition        Report By
 DE5635  HISTORY     - 19940801 MONUMENTED       OR-053
 DE5635
 DE5635                          STATION DESCRIPTION
 DE5635
 DE5635'DESCRIBED BY POLK COUNTY OREGON 1994 (JDN)
 DE5635'THE STATION IS LOCATED ON FANNO PEAK, ABOUT 16.4 KM (10.2 MI) WEST OF
 DE5635'FALLS CITY AND 26.6 KM
 DE5635'(16.5 MI) SOUTHWEST OF DALLAS, IN THE NORTHEAST 1/4 OF SECTION 22 T8S
 DE5635'R8W, WILLAMETTE
 DE5635'MERIDIAN.  OWNERSHIP-- WILLAMETTE INDUSTRIES (503-623-2351).
 DE5635' 
 DE5635'TO REACH THE STATION FROM THE INTERSECTION OF BRIDGE STREET, NORTH
 DE5635'MAIN STREET, AND
 DE5635'MITCHELL STREET IN FALLS CITY, GO WEST ON MITCHELL STREET FOR 1.37 KM
 DE5635'(0.85 MI) TO THE CITY
 DE5635'LIMITS OF FALLS CITY.  AT THIS POINT MITCHELL STREET CHANGES NAMES TO
 DE5635'BLACK ROCK ROAD
 DE5635'(COUNTY ROAD 8612).  CONTINUE WEST ON BLACK ROCK ROAD FOR 5.10 KM
 DE5635'(3.17 MI) TO A BRIDGE
 DE5635'OVER THE LITTLE LUCKIAMUTE RIVER.  AT THIS POINT BLACK ROCK ROAD
 DE5635'CHANGES NAMES TO THE
 DE5635'BLACK ROCK MAINLINE.  CONTINUE WEST ON THE BLACK ROCK MAINLINE FOR
 DE5635'10.87 KM (6.75 MI) TO THE
 DE5635'INTERSECTION OF THE S-LINE (ROAD 8-8-12.0) . NOTE, THE S-LINE HAS A
 DE5635'WILLAMETTE INDUSTRIES
 DE5635'GATE ON IT. TURN LEFT, SOUTH, ON THE S-LINE FOR 1.61 KM (1.0 MI) TO AN
 DE5635'INTERSECTION.  AT THIS
 DE5635'INTERSECTION THE S-LINE TURNS TO THE WEST AND ROAD 8-8-11.0 HEADS
 DE5635'SOUTH.  TAKE ROAD
 DE5635'8-8-11.0, SOUTH, FOR 1.32 KM (0.82 MI) TO THE INTERSECTION OF ROAD
 DE5635'8-8-14.0. TURN RIGHT,
 DE5635'WESTERLY AND SOUTHERLY, ON ROAD 8-8-14.0  FOR 1.50 KM (0.93 MI) TO THE
 DE5635'STATIION AT THE TOP OF
 DE5635'FANNO PEAK EASTERLY OF AN OLD CONCRETE FOUNDATION.
 DE5635' 
 DE5635'THE STATION IS A 5.1 CM (2 IN) POLK COUNTY BRASS CAP SET IN THE TOP OF
 DE5635'A 35 CM (14 IN) ROUND
 DE5635'CONCRETE POST FLUSH WITH THE GROUND.  IT IS 38.1 M (125.0 FT) SOUTH
 DE5635'FROM NGS STATION FANNO,
 DE5635'10.8 M (35.5 FT) FROM THE MOST SOUTHEASTERLY PART OF THE OLD CONCRETE
 DE5635'FOUNDATION, AND
 DE5635'13.7 M (45.0 FT) FROM THE MOST NORTHEASTERLY PART OF THE FOUNDATION.
 DE5635'DUE TO CONTINUAL
 DE5635'VANDALISM THERE IS NO WITNESS POST AT THIS STATION.  PLEASE COVER THIS
 DE5635'STATION WITH DIRT
 DE5635'BEFORE LEAVING TO MAKE IT MORE DIFFICULT FOR VANDALS TO SPOT.
 DE5635' 
 DE5635'FOR ADDITIONAL INFORMATION ON HOW TO REACH THIS MONUMENT SEE THE POLK
 DE5635'COUNTY WEB
 DE5635'PAGE AT WWW.CO.POLK.OR.US/PUBLICWORKS/SURVEYS.HTM
 DE5635' 
 DE5635'
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0101 ***********************************************************************
 QD0101  DESIGNATION -  1556
 QD0101  PID         -  QD0101
 QD0101  STATE/COUNTY-  OR/WHEELER
 QD0101  USGS QUAD   -  SUTTON MOUNTAIN (1987)
 QD0101
 QD0101                         *CURRENT SURVEY CONTROL
 QD0101  ___________________________________________________________________
 QD0101* NAD 83(1986)-  44 44 16.     (N)    120 10 03.     (W)     SCALED    
 QD0101* NAVD 88     -       475.385  (meters)    1559.66   (feet)  ADJUSTED  
 QD0101  ___________________________________________________________________
 QD0101  GEOID HEIGHT-         -20.34  (meters)                     GEOID03
 QD0101  DYNAMIC HT  -         475.263 (meters)    1559.26  (feet)  COMP
 QD0101  MODELED GRAV-     980,348.9   (mgal)                       NAVD 88
 QD0101
 QD0101  VERT ORDER  -  SECOND    CLASS 0
 QD0101
 QD0101.The horizontal coordinates were scaled from a topographic map and have
 QD0101.an estimated accuracy of +/- 6 seconds.
 QD0101
 QD0101.The orthometric height was determined by differential leveling
 QD0101.and adjusted in June 1991.
 QD0101
 QD0101.The geoid height was determined by GEOID03.
 QD0101
 QD0101.The dynamic height is computed by dividing the NAVD 88
 QD0101.geopotential number by the normal gravity value computed on the
 QD0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0101.degrees latitude (g = 980.6199 gals.).
 QD0101
 QD0101.The modeled gravity was interpolated from observed gravity values.
 QD0101
 QD0101;                    North         East    Units  Estimated Accuracy
 QD0101;SPC OR N     -   119,080.    2,526,330.      MT  (+/- 180 meters Scaled)
 QD0101
 QD0101                          SUPERSEDED SURVEY CONTROL
 QD0101
 QD0101  NGVD 29 (??/??/92)  474.262  (m)         1555.97   (f) ADJ UNCH    2 0
 QD0101
 QD0101.Superseded values are not recommended for survey control.
 QD0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0101.See file dsdata.txt to determine how the superseded data were derived.
 QD0101
 QD0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGQ242577(NAD 83)
 QD0101_MARKER: DD = SURVEY DISK
 QD0101_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QD0101_SP_SET: PIER
 QD0101_STAMPING: 1556 1915
 QD0101_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QD0101
 QD0101  HISTORY     - Date     Condition        Report By
 QD0101  HISTORY     - 1915     MONUMENTED       USGS
 QD0101  HISTORY     - 1946     GOOD             NGS
 QD0101
 QD0101                          STATION DESCRIPTION
 QD0101
 QD0101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 QD0101'IN TWICKENHAM.
 QD0101'ALONG FOSSIL, TWICKENHAM AND MITCHELL ROAD, AT NORTH END OF BRIDGE
 QD0101'ACROSS JOHN DAY RIVER AT TWICKENHAM, 10.0 FEET WEST OF CENTER OF
 QD0101'BRIDGE, 4.0 FEET BELOW FLOOR OF BRIDGE, 1.3 FOOT SOUTH OF NORTH EDGE
 QD0101'OF PIER, 0.5 FOOT NORTH OF NORTH EDGE OF STEEL FOOT FOR WOODEN BRIDGE
 QD0101'GIRDER, SET IN TOP OF NORTHWEST CONCRETE FILLED CIRCULAR STEEL PIER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1150 ***********************************************************************
 QD1150  DESIGNATION -  156
 QD1150  PID         -  QD1150
 QD1150  STATE/COUNTY-  OR/LINN
 QD1150  USGS QUAD   -  MOUNT BRUNO (1994)
 QD1150
 QD1150                         *CURRENT SURVEY CONTROL
 QD1150  ___________________________________________________________________
 QD1150* NAD 83(1986)-  44 41 18.     (N)    121 58 19.     (W)     SCALED    
 QD1150* NAVD 88     -       667.371  (meters)    2189.53   (feet)  ADJUSTED  
 QD1150  ___________________________________________________________________
 QD1150  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 QD1150  DYNAMIC HT  -         667.201 (meters)    2188.98  (feet)  COMP
 QD1150  MODELED GRAV-     980,342.2   (mgal)                       NAVD 88
 QD1150
 QD1150  VERT ORDER  -  FIRST     CLASS II
 QD1150
 QD1150.The horizontal coordinates were scaled from a topographic map and have
 QD1150.an estimated accuracy of +/- 6 seconds.
 QD1150
 QD1150.The orthometric height was determined by differential leveling
 QD1150.and adjusted in June 1991.
 QD1150
 QD1150.The geoid height was determined by GEOID03.
 QD1150
 QD1150.The dynamic height is computed by dividing the NAVD 88
 QD1150.geopotential number by the normal gravity value computed on the
 QD1150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1150.degrees latitude (g = 980.6199 gals.).
 QD1150
 QD1150.The modeled gravity was interpolated from observed gravity values.
 QD1150
 QD1150;                    North         East    Units  Estimated Accuracy
 QD1150;SPC OR N     -   114,590.    2,383,330.      MT  (+/- 180 meters Scaled)
 QD1150
 QD1150                          SUPERSEDED SURVEY CONTROL
 QD1150
 QD1150  NGVD 29 (??/??/92)  666.240  (m)         2185.82   (f) ADJ UNCH    1 2
 QD1150
 QD1150.Superseded values are not recommended for survey control.
 QD1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1150.See file dsdata.txt to determine how the superseded data were derived.
 QD1150
 QD1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ814488(NAD 83)
 QD1150_MARKER: DD = SURVEY DISK
 QD1150_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QD1150_SP_SET: FOOTRAIL
 QD1150_STAMPING: 2715 24 156 1934
 QD1150_MARK LOGO: BPR   
 QD1150_MAGNETIC: N = NO MAGNETIC MATERIAL
 QD1150_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD1150_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QD1150+SATELLITE: SATELLITE OBSERVATIONS - September 15, 1995
 QD1150
 QD1150  HISTORY     - Date     Condition        Report By
 QD1150  HISTORY     - 1934     MONUMENTED       BPR
 QD1150  HISTORY     - 1941     GOOD             NGS
 QD1150  HISTORY     - 19860916 GOOD             USPSQD
 QD1150  HISTORY     - 1987     GOOD             USPSQD
 QD1150  HISTORY     - 19950915 GOOD             NGS
 QD1150
 QD1150                          STATION DESCRIPTION
 QD1150
 QD1150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QD1150'6.24 MI E FROM IDANHA.
 QD1150'LOCATED ALONG NORTH SANTIAM HIGHWAY IN NORTHWEST CORNER OF HIGHWAY
 QD1150'BRIDGE OVER WHITEWATER CREEK, 13 FEET NORTH OF CENTER OF HIGHWAY, IN
 QD1150'FOOT RAIL.
 QD1150
 QD1150                          STATION RECOVERY (1986)
 QD1150
 QD1150'RECOVERY NOTE BY US POWER SQUADRON 1986 (RCC)
 QD1150'RECOVERED IN GOOD CONDITION.
 QD1150
 QD1150                          STATION RECOVERY (1987)
 QD1150
 QD1150'RECOVERY NOTE BY US POWER SQUADRON 1987 (KRN)
 QD1150'RECOVERED IN GOOD CONDITION.
 QD1150
 QD1150                          STATION RECOVERY (1995)
 QD1150
 QD1150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (LLR)
 QD1150'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1465 ***********************************************************************
 RC1465  DESIGNATION -  1568.76
 RC1465  PID         -  RC1465
 RC1465  STATE/COUNTY-  OR/HOOD RIVER
 RC1465  USGS QUAD   -  PARKDALE (1994)
 RC1465
 RC1465                         *CURRENT SURVEY CONTROL
 RC1465  ___________________________________________________________________
 RC1465* NAD 83(1986)-  45 35 30.     (N)    121 32 59.     (W)     SCALED    
 RC1465* NAVD 88     -       479.560  (meters)    1573.36   (feet)  ADJUSTED  
 RC1465  ___________________________________________________________________
 RC1465  GEOID HEIGHT-         -21.36  (meters)                     GEOID03
 RC1465  DYNAMIC HT  -         479.501 (meters)    1573.16  (feet)  COMP
 RC1465  MODELED GRAV-     980,479.4   (mgal)                       NAVD 88
 RC1465
 RC1465  VERT ORDER  -  SECOND    CLASS 0
 RC1465
 RC1465.The horizontal coordinates were scaled from a topographic map and have
 RC1465.an estimated accuracy of +/- 6 seconds.
 RC1465
 RC1465.The orthometric height was determined by differential leveling
 RC1465.and adjusted in June 1991.
 RC1465
 RC1465.The geoid height was determined by GEOID03.
 RC1465
 RC1465.The dynamic height is computed by dividing the NAVD 88
 RC1465.geopotential number by the normal gravity value computed on the
 RC1465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1465.degrees latitude (g = 980.6199 gals.).
 RC1465
 RC1465.The modeled gravity was interpolated from observed gravity values.
 RC1465
 RC1465;                    North         East    Units  Estimated Accuracy
 RC1465;SPC OR N     -   214,440.    2,418,100.      MT  (+/- 180 meters Scaled)
 RC1465
 RC1465                          SUPERSEDED SURVEY CONTROL
 RC1465
 RC1465  NGVD 29 (??/??/92)  478.51   (m)         1569.9    (f) COMPUTED    2 0
 RC1465
 RC1465.Superseded values are not recommended for survey control.
 RC1465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1465.See file dsdata.txt to determine how the superseded data were derived.
 RC1465
 RC1465_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR131497(NAD 83)
 RC1465_MARKER: Z = SEE DESCRIPTION
 RC1465_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RC1465_SP_SET: CULVERT
 RC1465_STAMPING: 1568.76
 RC1465_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC1465
 RC1465  HISTORY     - Date     Condition        Report By
 RC1465  HISTORY     - UNK      MONUMENTED       USGS
 RC1465  HISTORY     - 1961     GOOD             NGS
 RC1465  HISTORY     - 19911101 MARK NOT FOUND   USGS-R
 RC1465
 RC1465                          STATION DESCRIPTION
 RC1465
 RC1465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RC1465'3.9 MI N FROM MT. HOOD.
 RC1465'REACHED FROM THE POST OFFICE AT MT. HOOD GO NORTH ON STATE HIGHWAY 35
 RC1465'FOR 3.9 MILES TO A CULVERT OVER AN IRRIGATION DITCH, LOCATED IN THE
 RC1465'SOUTH END OF THE EAST CONCRETE HEAD WALL.
 RC1465
 RC1465                          STATION RECOVERY (1991)
 RC1465
 RC1465'RECOVERY NOTE BY USGS ROCKY MOUNTAIN MAPPING CENTER 1991 (AJ)
 RC1465'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0329 ***********************************************************************
 PB0329  DESIGNATION -  157
 PB0329  PID         -  PB0329
 PB0329  STATE/COUNTY-  OR/KLAMATH
 PB0329  USGS QUAD   -  CRYDER BUTTE (1981)
 PB0329
 PB0329                         *CURRENT SURVEY CONTROL
 PB0329  ___________________________________________________________________
 PB0329* NAD 83(1986)-  43 31 19.     (N)    121 37 50.     (W)     SCALED    
 PB0329* NAVD 88     -      1338.33   (+/-2cm)    4390.8    (feet)  VERTCON   
 PB0329  ___________________________________________________________________
 PB0329  GEOID HEIGHT-         -21.11  (meters)                     GEOID03
 PB0329  VERT ORDER  -  ? (See Below)
 PB0329
 PB0329.The horizontal coordinates were scaled from a topographic map and have
 PB0329.an estimated accuracy of +/- 6 seconds.
 PB0329
 PB0329.The NAVD 88 height was computed by applying the VERTCON shift value to
 PB0329.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PB0329.The vertical order pertains to the NGVD 29 superseded value.
 PB0329
 PB0329.The geoid height was determined by GEOID03.
 PB0329
 PB0329;                    North         East    Units  Estimated Accuracy
 PB0329;SPC OR S     -   206,710.    1,408,610.      MT  (+/- 180 meters Scaled)
 PB0329
 PB0329                          SUPERSEDED SURVEY CONTROL
 PB0329
 PB0329  NGVD 29 (??/??/92) 1337.080  (m)         4386.74   (f) ADJ UNCH    ?  
 PB0329
 PB0329.Superseded values are not recommended for survey control.
 PB0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0329.See file dsdata.txt to determine how the superseded data were derived.
 PB0329
 PB0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP106196(NAD 83)
 PB0329_MARKER: N = NAIL
 PB0329_SETTING: 0 = UNSPECIFIED SETTING
 PB0329_STAMPING: 4387 157
 PB0329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PB0329
 PB0329  HISTORY     - Date     Condition        Report By
 PB0329  HISTORY     - UNK      MONUMENTED       USGS
 PB0329  HISTORY     - 1934     GOOD             NGS
 PB0329
 PB0329                          STATION DESCRIPTION
 PB0329
 PB0329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PB0329'5.6 MI NE FROM CRESCENT.
 PB0329'5.6 MILES NORTHEAST ALONG THE OLD RIVER ROAD FROM CRESCENT, KLAMATH
 PB0329'COUNTY, 0.4 MILE EAST OF THE DALLES - CALIFORNIA HIGHWAY, 0.7 MILE
 PB0329'NORTHEAST FROM AN ABANDONED LOG CABIN, ON THE SOUTHEAST SLOPE OF A
 PB0329'HILL, 250 FEET SOUTHWEST OF THE SUMMIT OF A SMALL RIDGE, 5 FEET
 PB0329'SOUTHEAST OF THE ROAD, IN A 36 INCH PONDEROSA PINE TREE WITH A
 PB0329'TRIANGULAR BLAZE BEARING AN ALUMINUM TAG STAMPED 4387 157.  3.2 FEET
 PB0329'BELOW THE BLAZE, THE HEAD OF A NAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0533 ***********************************************************************
 RC0533  DESIGNATION -  1573
 RC0533  PID         -  RC0533
 RC0533  STATE/COUNTY-  OR/SHERMAN
 RC0533  USGS QUAD   -  WASCO (1987)
 RC0533
 RC0533                         *CURRENT SURVEY CONTROL
 RC0533  ___________________________________________________________________
 RC0533* NAD 83(1986)-  45 30 39.     (N)    120 40 57.     (W)     SCALED    
 RC0533* NAVD 88     -       480.797  (meters)    1577.41   (feet)  ADJUSTED  
 RC0533  ___________________________________________________________________
 RC0533  GEOID HEIGHT-         -21.27  (meters)                     GEOID03
 RC0533  DYNAMIC HT  -         480.746 (meters)    1577.25  (feet)  COMP
 RC0533  MODELED GRAV-     980,497.3   (mgal)                       NAVD 88
 RC0533
 RC0533  VERT ORDER  -  FIRST     CLASS II
 RC0533
 RC0533.The horizontal coordinates were scaled from a topographic map and have
 RC0533.an estimated accuracy of +/- 6 seconds.
 RC0533
 RC0533.The orthometric height was determined by differential leveling
 RC0533.and adjusted in June 1991.
 RC0533
 RC0533.The geoid height was determined by GEOID03.
 RC0533
 RC0533.The dynamic height is computed by dividing the NAVD 88
 RC0533.geopotential number by the normal gravity value computed on the
 RC0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0533.degrees latitude (g = 980.6199 gals.).
 RC0533
 RC0533.The modeled gravity was interpolated from observed gravity values.
 RC0533
 RC0533;                    North         East    Units  Estimated Accuracy
 RC0533;SPC OR N     -   204,940.    2,485,740.      MT  (+/- 180 meters Scaled)
 RC0533
 RC0533                          SUPERSEDED SURVEY CONTROL
 RC0533
 RC0533  NGVD 29 (??/??/92)  479.792  (m)         1574.12   (f) ADJ UNCH    1 2
 RC0533
 RC0533.Superseded values are not recommended for survey control.
 RC0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0533.See file dsdata.txt to determine how the superseded data were derived.
 RC0533
 RC0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR810423(NAD 83)
 RC0533_MARKER: DD = SURVEY DISK
 RC0533_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RC0533_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RC0533_STAMPING: 1573.111 H 1904
 RC0533_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC0533
 RC0533  HISTORY     - Date     Condition        Report By
 RC0533  HISTORY     - 1904     MONUMENTED       USGS
 RC0533  HISTORY     - 1961     GOOD             NGS
 RC0533
 RC0533                          STATION DESCRIPTION
 RC0533
 RC0533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RC0533'IN DE MOSS.
 RC0533'LOCATED AT DE MOSS 127 FEET NORTHEAST OF THE NORTHEAST BASE OF THE
 RC0533'LARGE, STEEL, SILO ELEVATOR, WITH A CONCRETE FOUNDATION.  16 FEET EAST
 RC0533'OF THE EAST RAIL OF THE UNION PACIFIC RAILROAD, 35 FEET SOUTHEAST OF
 RC0533'THE CENTER OF THE MAIN LINE OF THE RAILROAD AND THE CENTER OF A ROAD
 RC0533'CROSSING, AND 1 FOOT NORTH OF A STEEL WITNESS POST. A STANDARD CAP
 RC0533'RIVETED TO THE TOP OF AN IRON PIPE THAT IS ENCASED IN CEMENT, TOP
 RC0533'PROJECTING ABOUT 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1967 ***********************************************************************
 RC1967  DESIGNATION -  1573 RESET
 RC1967  PID         -  RC1967
 RC1967  STATE/COUNTY-  OR/SHERMAN
 RC1967  USGS QUAD   -  WASCO (1987)
 RC1967
 RC1967                         *CURRENT SURVEY CONTROL
 RC1967  ___________________________________________________________________
 RC1967* NAD 83(1986)-  45 30 37.     (N)    120 41 01.     (W)     SCALED    
 RC1967* NAVD 88     -       480.702  (meters)    1577.10   (feet)  ADJUSTED  
 RC1967  ___________________________________________________________________
 RC1967  GEOID HEIGHT-         -21.27  (meters)                     GEOID03
 RC1967  DYNAMIC HT  -         480.652 (meters)    1576.94  (feet)  COMP
 RC1967  MODELED GRAV-     980,497.0   (mgal)                       NAVD 88
 RC1967
 RC1967  VERT ORDER  -  FIRST     CLASS II
 RC1967
 RC1967.The horizontal coordinates were scaled from a topographic map and have
 RC1967.an estimated accuracy of +/- 6 seconds.
 RC1967
 RC1967.The orthometric height was determined by differential leveling
 RC1967.and adjusted in June 1991.
 RC1967
 RC1967.The geoid height was determined by GEOID03.
 RC1967
 RC1967.The dynamic height is computed by dividing the NAVD 88
 RC1967.geopotential number by the normal gravity value computed on the
 RC1967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1967.degrees latitude (g = 980.6199 gals.).
 RC1967
 RC1967.The modeled gravity was interpolated from observed gravity values.
 RC1967
 RC1967;                    North         East    Units  Estimated Accuracy
 RC1967;SPC OR N     -   204,880.    2,485,650.      MT  (+/- 180 meters Scaled)
 RC1967
 RC1967                          SUPERSEDED SURVEY CONTROL
 RC1967
 RC1967.No superseded survey control is available for this station.
 RC1967
 RC1967_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR809422(NAD 83)
 RC1967_MARKER: DB = BENCH MARK DISK
 RC1967_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RC1967_SP_SET: BRIDGE WINGWALL
 RC1967_STAMPING: 1573 USGS RESET
 RC1967_MARK LOGO: NGS   
 RC1967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1967+STABILITY: SURFACE MOTION
 RC1967
 RC1967  HISTORY     - Date     Condition        Report By
 RC1967  HISTORY     - 1986     MONUMENTED       RBNF
 RC1967  HISTORY     - 1987     GOOD             NGS
 RC1967
 RC1967                          STATION DESCRIPTION
 RC1967
 RC1967'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 RC1967'4.8 KM (3.00 MI) NORTH FROM MORO.
 RC1967'4.8 KM (3.00 MI) NORTH ALONG US HIGHWY 97 FROM THE FIRST INTERSTATE
 RC1967'BANK IN MORO, IN TOP OF THE NORTHWEST WINGWALL OF A SMALL BRIDGE,
 RC1967'22.49 M (73.8 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 5.2 M
 RC1967'(17.1 FT) NORTH OF THE CENTER OF A ROAD, 2.80 M (9.2 FT) SOUTHEAST OF
 RC1967'THE NORTHWEST END OF THE WINGWALL.  NOTE--A USGS MARK WAS RESET USING
 RC1967'AN NGS DISK.  A RUBBING WAS TAKEN.
 RC1967'THE MARK IS 0.15 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1463 ***********************************************************************
 RC1463  DESIGNATION -  1573.57
 RC1463  PID         -  RC1463
 RC1463  STATE/COUNTY-  OR/HOOD RIVER
 RC1463  USGS QUAD   -  PARKDALE (1994)
 RC1463
 RC1463                         *CURRENT SURVEY CONTROL
 RC1463  ___________________________________________________________________
 RC1463* NAD 83(1986)-  45 35 15.     (N)    121 32 55.     (W)     SCALED    
 RC1463* NAVD 88     -       481.035  (meters)    1578.20   (feet)  ADJUSTED  
 RC1463  ___________________________________________________________________
 RC1463  GEOID HEIGHT-         -21.35  (meters)                     GEOID03
 RC1463  DYNAMIC HT  -         480.972 (meters)    1577.99  (feet)  COMP
 RC1463  MODELED GRAV-     980,472.1   (mgal)                       NAVD 88
 RC1463
 RC1463  VERT ORDER  -  SECOND    CLASS 0
 RC1463
 RC1463.The horizontal coordinates were scaled from a topographic map and have
 RC1463.an estimated accuracy of +/- 6 seconds.
 RC1463
 RC1463.The orthometric height was determined by differential leveling
 RC1463.and adjusted in June 1991.
 RC1463
 RC1463.The geoid height was determined by GEOID03.
 RC1463
 RC1463.The dynamic height is computed by dividing the NAVD 88
 RC1463.geopotential number by the normal gravity value computed on the
 RC1463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1463.degrees latitude (g = 980.6199 gals.).
 RC1463
 RC1463.The modeled gravity was interpolated from observed gravity values.
 RC1463
 RC1463;                    North         East    Units  Estimated Accuracy
 RC1463;SPC OR N     -   213,980.    2,418,180.      MT  (+/- 180 meters Scaled)
 RC1463
 RC1463                          SUPERSEDED SURVEY CONTROL
 RC1463
 RC1463  NGVD 29 (??/??/92)  479.99   (m)         1574.8    (f) COMPUTED    2 0
 RC1463
 RC1463.Superseded values are not recommended for survey control.
 RC1463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1463.See file dsdata.txt to determine how the superseded data were derived.
 RC1463
 RC1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR132492(NAD 83)
 RC1463_MARKER: X = CHISELED CROSS
 RC1463_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RC1463_SP_SET: CULVERT
 RC1463_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC1463
 RC1463  HISTORY     - Date     Condition        Report By
 RC1463  HISTORY     - UNK      MONUMENTED       PG+E
 RC1463  HISTORY     - 1961     GOOD             NGS
 RC1463  HISTORY     - 19911101 MARK NOT FOUND   USGS-R
 RC1463
 RC1463                          STATION DESCRIPTION
 RC1463
 RC1463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RC1463'3.6 MI N FROM MT. HOOD.
 RC1463'REACHED FROM THE POST OFFICE AT MT. HOOD GO NORTH ON STATE HIGHWAY 35
 RC1463'FOR 3.6 MILES TO JUST AFTER PASSING A LARGE SAW MILL ON THE RIGHT,
 RC1463'EAST AND A TAVERN ON THE LEFT, WEST, TO A CULVERT OVER AN IRRIGATION
 RC1463'DITCH, AND ON THE SOUTH END OF THE EAST CONCRETE HEAD WALL.
 RC1463
 RC1463                          STATION RECOVERY (1991)
 RC1463
 RC1463'RECOVERY NOTE BY USGS ROCKY MOUNTAIN MAPPING CENTER 1991 (AJ)
 RC1463'CULVERT HAS BEEN TORN DOWN
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0148 ***********************************************************************
 QD0148  DESIGNATION -  1587
 QD0148  PID         -  QD0148
 QD0148  STATE/COUNTY-  OR/JEFFERSON
 QD0148  USGS QUAD   -  MUDDY RANCH (1987)
 QD0148
 QD0148                         *CURRENT SURVEY CONTROL
 QD0148  ___________________________________________________________________
 QD0148* NAD 83(1986)-  44 49 53.     (N)    120 29 04.     (W)     SCALED    
 QD0148* NAVD 88     -       484.651  (meters)    1590.06   (feet)  ADJUSTED  
 QD0148  ___________________________________________________________________
 QD0148  GEOID HEIGHT-         -20.52  (meters)                     GEOID03
 QD0148  DYNAMIC HT  -         484.560 (meters)    1589.76  (feet)  COMP
 QD0148  MODELED GRAV-     980,415.4   (mgal)                       NAVD 88
 QD0148
 QD0148  VERT ORDER  -  FIRST     CLASS II
 QD0148
 QD0148.The horizontal coordinates were scaled from a topographic map and have
 QD0148.an estimated accuracy of +/- 6 seconds.
 QD0148
 QD0148.The orthometric height was determined by differential leveling
 QD0148.and adjusted in June 1991.
 QD0148.WARNING-Repeat measurements at this control monument indicate possible
 QD0148.vertical movement.
 QD0148
 QD0148.The geoid height was determined by GEOID03.
 QD0148
 QD0148.The dynamic height is computed by dividing the NAVD 88
 QD0148.geopotential number by the normal gravity value computed on the
 QD0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0148.degrees latitude (g = 980.6199 gals.).
 QD0148
 QD0148.The modeled gravity was interpolated from observed gravity values.
 QD0148
 QD0148;                    North         East    Units  Estimated Accuracy
 QD0148;SPC OR N     -   129,430.    2,501,230.      MT  (+/- 180 meters Scaled)
 QD0148
 QD0148                          SUPERSEDED SURVEY CONTROL
 QD0148
 QD0148  NGVD 29 (??/??/92)  483.554  (m)         1586.46   (f) ADJ UNCH    1 2
 QD0148
 QD0148.Superseded values are not recommended for survey control.
 QD0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0148.See file dsdata.txt to determine how the superseded data were derived.
 QD0148
 QD0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ988672(NAD 83)
 QD0148_MARKER: P = PIPE CAP
 QD0148_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QD0148_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QD0148_STAMPING: 1587 1915
 QD0148_MARK LOGO: USGS  
 QD0148_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0148
 QD0148  HISTORY     - Date     Condition        Report By
 QD0148  HISTORY     - 1915     MONUMENTED       USGS
 QD0148  HISTORY     - 1934     GOOD             NGS
 QD0148  HISTORY     - 1987     GOOD             NGS
 QD0148
 QD0148                          STATION DESCRIPTION
 QD0148
 QD0148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QD0148'18.4 MI SE FROM ANTELOPE.
 QD0148'18.4 MILES SOUTHEAST OF ANTELOPE HOSECART HOUSE ALONG
 QD0148'MITCHELL-ANTELOPE VIA MUDDY RANCH ROAD.  IN FRONT OF MUDDY RANCH
 QD0148'HOUSE, 12 FEET WEST OF YARD GATE, 1 FOOT SOUTH OF YARD FENCE.
 QD0148
 QD0148                          STATION RECOVERY (1987)
 QD0148
 QD0148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QD0148'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  6.0 KM
 QD0148'(3.75 MI) EAST ALONG STATE HIGHWAY 218 FROM THE POST OFFICE IN
 QD0148'ANTELOPE, THENCE 4.6 KM (2.85 MI) SOUTH ALONG COLD CAMP ROAD, THENCE
 QD0148'19.1 KM (11.85 MI) SOUTHEAST ALONG MUDDY ROAD, IN THE FRONT YARD OF
 QD0148'THE OFFICE OF THE CITY OF NEESHPURAM (FORMERLY THE MUDDY RANCH
 QD0148'HOUSE), 19.0 M (62.3 FT) NORTH OF THE CENTER OF TORAH CROSSING ROAD,
 QD0148'22.6 M (74.1 FT) NORTHEAST OF THE CENTER OF MUDDY ROAD, 18.19 M
 QD0148'(59.7 FT) SOUTHWEST OF THE SOUTHEAST CORNER OF THE OFFICE, 15.84 M
 QD0148'(52.0 FT) SOUTHEAST OF THE SOUTHWEST CORNER OF THE OFFICE, 1.31 M
 QD0148'(4.3 FT) WEST OF A YARD LIGHT POLE.
 QD0148'THE MARK IS ABOVE LEVEL WITH MUDDY ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0651 ***********************************************************************
 RC0651  DESIGNATION -  15=149 L
 RC0651  PID         -  RC0651
 RC0651  STATE/COUNTY-  OR/WASCO
 RC0651  USGS QUAD   -  WISHRAM (1994)
 RC0651
 RC0651                         *CURRENT SURVEY CONTROL
 RC0651  ___________________________________________________________________
 RC0651* NAD 83(1991)-  45 38 50.49454(N)    120 57 51.83939(W)     ADJUSTED  
 RC0651* NAVD 88     -        55.716  (meters)     182.79   (feet)  POSTED    
 RC0651  ___________________________________________________________________
 RC0651  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 RC0651  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 RC0651  DYNAMIC HT  -          55.720 (meters)     182.81  (feet)  COMP
 RC0651  MODELED GRAV-     980,601.5   (mgal)                       NAVD 88
 RC0651
 RC0651  HORZ ORDER  -  SECOND
 RC0651  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 RC0651
 RC0651.The horizontal coordinates were established by classical geodetic methods
 RC0651.and adjusted by the National Geodetic Survey in October 1991.
 RC0651
 RC0651.The orthometric height was determined by differential leveling
 RC0651.and adjusted by the  in 1992.
 RC0651.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 RC0651.was located on a no-check spur therefore a value was not computed.
 RC0651.No vertical observational check was made to the station.
 RC0651
 RC0651.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC0651
 RC0651.The geoid height was determined by GEOID03.
 RC0651
 RC0651.The dynamic height is computed by dividing the NAVD 88
 RC0651.geopotential number by the normal gravity value computed on the
 RC0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0651.degrees latitude (g = 980.6199 gals.).
 RC0651
 RC0651.The modeled gravity was interpolated from observed gravity values.
 RC0651
 RC0651;                    North         East     Units Scale Factor Converg.
 RC0651;SPC OR N     -   220,205.039 2,463,800.964   MT  0.99992946   -0 19 45.6
 RC0651;SPC OR N     -   722,457.48  8,083,336.50   iFT  0.99992946   -0 19 45.6
 RC0651;SPC WA S     -    35,011.253   463,796.707   MT  1.00004734   -0 20 14.4
 RC0651;SPC WA S     -   114,866.09  1,521,639.70   sFT  1.00004734   -0 20 14.4
 RC0651;UTM  10      - 5,056,883.158   658,618.841   MT  0.99990933   +1 27 21.1
 RC0651
 RC0651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC0651!SPC OR N     -   0.99999462  x   0.99992946  =   0.99992408
 RC0651!SPC WA S     -   0.99999462  x   1.00004734  =   1.00004196
 RC0651!UTM  10      -   0.99999462  x   0.99990933  =   0.99990395
 RC0651
 RC0651                          SUPERSEDED SURVEY CONTROL
 RC0651
 RC0651  NAD 83(1986)-  45 38 50.50686(N)    120 57 51.83321(W) AD(       ) 2
 RC0651  NAD 27      -  45 38 51.04800(N)    120 57 47.59900(W) AD(       ) 2
 RC0651  NGVD 29 (??/??/92)   54.717  (m)          179.52   (f) ADJ UNCH    1 2
 RC0651
 RC0651.Superseded values are not recommended for survey control.
 RC0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0651.See file dsdata.txt to determine how the superseded data were derived.
 RC0651
 RC0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR5861956883(NAD 83)
 RC0651_MARKER: DD = SURVEY DISK
 RC0651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC0651_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC0651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0651+STABILITY: SURFACE MOTION
 RC0651
 RC0651  HISTORY     - Date     Condition        Report By
 RC0651  HISTORY     - 1916     MONUMENTED       USE
 RC0651  HISTORY     - 1933     GOOD             NGS
 RC0651  HISTORY     - 1956     MARK NOT FOUND   DOD
 RC0651  HISTORY     - 1959     SEE DESCRIPTION  CGS
 RC0651
 RC0651                          STATION DESCRIPTION
 RC0651
 RC0651'DESCRIBED BY US ENGINEERS 1916 (CVH)
 RC0651'ON THE SOUTHERN EDGE OF THE VILLAGE OF CELILO, AT THE SOUTHEAST
 RC0651'CORNER OF THE LAND RESERVED FOR THE LOCK-KEEPERS QUARTERS.  THE
 RC0651'STATION IS A FIRST-ORDER BENCH MARK AND IS MARKED BY BRASS
 RC0651'MONUMENT NO. 15.  STATION 149 L (U.S.E.) ECCENTRIC IS 4.90 METERS
 RC0651'(16.1 FEET) FROM THE STATION IN AZIMUTH 320 DEG 55 MIN.
 RC0651
 RC0651                          STATION RECOVERY (1933)
 RC0651
 RC0651'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1933
 RC0651'IN CELILO.
 RC0651'AT CELILO CANAL GATE.  0.1 MILE SOUTHEAST OF OREGON WASHINGTON AND
 RC0651'NAVIGATION RAILROAD STATION, 500 FEET EAST OF RAILROAD TRACK FROM
 RC0651'SECTION CAR HOUSE, 100 FEET NORTH OF COLUMBIA RIVER HIGH WAY, AT
 RC0651'SOUTHEAST CORNER OF GOVERNMENT GROUNDS EAST OF TRACK.
 RC0651
 RC0651                          STATION RECOVERY (1956)
 RC0651
 RC0651'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1956
 RC0651'MARK NOT FOUND.
 RC0651
 RC0651                          STATION RECOVERY (1959)
 RC0651
 RC0651'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LGT)
 RC0651'THE STATION IS LOST.  THE STATION WAS SEARCHED FOR, NOT
 RC0651'RECOVERED.  A 20 MINUTE SEARCH WITH POSITION SHOWN ON AERIAL
 RC0651'PHOTO FAILED TO REVEAL THE STATION.  IT IS POSSIBLE THE MARK WAS
 RC0651'DISTURBED DURING THE RAILROAD RELOCATION AND THE RELOCATION OF
 RC0651'THE VILLAGE OF CELILO.
 RC0651'
 RC0651'STATION 149 L (U.S.E.) ECCENTRIC IS LOST.  THE SEARCH FOR THIS
 RC0651'STATION WAS CONDUCTED AT THE SAME TIME AS STATION 149 L (U.S.E.).
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC0505 ***********************************************************************
 SC0505  DESIGNATION -  16
 SC0505  PID         -  SC0505
 SC0505  STATE/COUNTY-  OR/CLATSOP
 SC0505  USGS QUAD   -  ASTORIA (1984)
 SC0505
 SC0505                         *CURRENT SURVEY CONTROL
 SC0505  ___________________________________________________________________
 SC0505* NAD 83(1986)-  46 10 54.     (N)    123 51 38.     (W)     SCALED    
 SC0505* NAVD 88     -         6.072  (meters)      19.92   (feet)  POSTED    
 SC0505  ___________________________________________________________________
 SC0505  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 SC0505  DYNAMIC HT  -           6.070 (meters)      19.91  (feet)  COMP
 SC0505  MODELED GRAV-     980,714.1   (mgal)                       NAVD 88
 SC0505
 SC0505  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 SC0505
 SC0505.The horizontal coordinates were scaled from a topographic map and have
 SC0505.an estimated accuracy of +/- 6 seconds.
 SC0505
 SC0505.The orthometric height was determined by differential leveling
 SC0505.and adjusted by the  in 1992.
 SC0505.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 SC0505.rate greater than 8.0 mm/km.
 SC0505
 SC0505.The geoid height was determined by GEOID03.
 SC0505
 SC0505.The dynamic height is computed by dividing the NAVD 88
 SC0505.geopotential number by the normal gravity value computed on the
 SC0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0505.degrees latitude (g = 980.6199 gals.).
 SC0505
 SC0505.The modeled gravity was interpolated from observed gravity values.
 SC0505
 SC0505;                    North         East    Units  Estimated Accuracy
 SC0505;SPC OR N     -   284,880.    2,240,600.      MT  (+/- 180 meters Scaled)
 SC0505
 SC0505                          SUPERSEDED SURVEY CONTROL
 SC0505
 SC0505  NGVD 29 (??/??/92)    5.033  (m)           16.51   (f) ADJ UNCH    1 2
 SC0505
 SC0505.Superseded values are not recommended for survey control.
 SC0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0505.See file dsdata.txt to determine how the superseded data were derived.
 SC0505
 SC0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS335145(NAD 83)
 SC0505_MARKER: N = NAIL
 SC0505_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SC0505_SP_SET: CURB
 SC0505_STAMPING: 16 1931
 SC0505_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC0505
 SC0505  HISTORY     - Date     Condition        Report By
 SC0505  HISTORY     - 1931     MONUMENTED       PG+E
 SC0505  HISTORY     - 1935     GOOD             NGS
 SC0505  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 SC0505  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 SC0505  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 SC0505  HISTORY     - 20010218 MARK NOT FOUND   USPSQD
 SC0505
 SC0505                          STATION DESCRIPTION
 SC0505
 SC0505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 SC0505'IN ASTORIA.
 SC0505'AT ASTORIA, CLATSOP COUNTY, AT THE SOUTHEAST CORNER OF THE
 SC0505'INTERSECTION OF FLORENCE STREET AND THE OREGON COAST HIGHWAY (TAYLOR
 SC0505'STREET), IN THE SOUTH CURB OF FLORENCE STREET, 1 FOOT EAST OF THE EAST
 SC0505'END OF THE CURVED CURB.  A COPPER NAIL.
 SC0505
 SC0505                          STATION RECOVERY (1984)
 SC0505
 SC0505'RECOVERY NOTE BY US POWER SQUADRON 1984
 SC0505'MARK NOT FOUND.
 SC0505
 SC0505                          STATION RECOVERY (1989)
 SC0505
 SC0505'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 SC0505'MARK NOT FOUND.
 SC0505
 SC0505                          STATION RECOVERY (1989)
 SC0505
 SC0505'RECOVERY NOTE BY US POWER SQUADRON 1989 (RCC)
 SC0505'MARK NOT FOUND.
 SC0505
 SC0505                          STATION RECOVERY (2001)
 SC0505
 SC0505'RECOVERY NOTE BY US POWER SQUADRON 2001 (RCC)
 SC0505'SUSPECTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0270 ***********************************************************************
 QE0270  DESIGNATION -  16
 QE0270  PID         -  QE0270
 QE0270  STATE/COUNTY-  OR/LANE
 QE0270  USGS QUAD   -  WALTERVILLE (1986)
 QE0270
 QE0270                         *CURRENT SURVEY CONTROL
 QE0270  ___________________________________________________________________
 QE0270* NAD 83(1986)-  44 03 15.     (N)    122 50 24.     (W)     SCALED    
 QE0270* NAVD 88     -       172.168  (meters)     564.85   (feet)  ADJUSTED  
 QE0270  ___________________________________________________________________
 QE0270  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 QE0270  DYNAMIC HT  -         172.137 (meters)     564.75  (feet)  COMP
 QE0270  MODELED GRAV-     980,434.5   (mgal)                       NAVD 88
 QE0270
 QE0270  VERT ORDER  -  FIRST     CLASS II
 QE0270
 QE0270.The horizontal coordinates were scaled from a topographic map and have
 QE0270.an estimated accuracy of +/- 6 seconds.
 QE0270
 QE0270.The orthometric height was determined by differential leveling
 QE0270.and adjusted in June 1991.
 QE0270.WARNING-Repeat measurements at this control monument indicate possible
 QE0270.vertical movement.
 QE0270
 QE0270.The geoid height was determined by GEOID03.
 QE0270
 QE0270.The dynamic height is computed by dividing the NAVD 88
 QE0270.geopotential number by the normal gravity value computed on the
 QE0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0270.degrees latitude (g = 980.6199 gals.).
 QE0270
 QE0270.The modeled gravity was interpolated from observed gravity values.
 QE0270
 QE0270;                    North         East    Units  Estimated Accuracy
 QE0270;SPC OR S     -   267,840.    1,312,510.      MT  (+/- 180 meters Scaled)
 QE0270
 QE0270                          SUPERSEDED SURVEY CONTROL
 QE0270
 QE0270  NGVD 29 (??/??/92)  171.054  (m)          561.20   (f) ADJ UNCH    1 2
 QE0270
 QE0270.Superseded values are not recommended for survey control.
 QE0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0270.See file dsdata.txt to determine how the superseded data were derived.
 QE0270
 QE0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP128779(NAD 83)
 QE0270_MARKER: DD = SURVEY DISK
 QE0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0270_STAMPING: 16 561 1917
 QE0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0270+STABILITY: SURFACE MOTION
 QE0270
 QE0270  HISTORY     - Date     Condition        Report By
 QE0270  HISTORY     - 1917     MONUMENTED       USGS
 QE0270  HISTORY     - 1943     POOR             NGS
 QE0270  HISTORY     - 1987     MARK NOT FOUND   NGS
 QE0270
 QE0270                          STATION DESCRIPTION
 QE0270
 QE0270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QE0270'2.1 MI W FROM WALTERVILLE.
 QE0270'ABOUT 2.1 MILES WEST ALONG U.S. HIGHWAY 28 FROM THE CANAL BRIDGE AT
 QE0270'WALTERVILLE, LANE COUNTY, SET IN THE NORTHEAST CORNER OF A FIELD, 0.5
 QE0270'MILE WEST OF A BRIDGE OVER MCKENZIE RIVER, ABOUT 600 FEET NORTH OF
 QE0270'CEDAR FLAT SCHOOL, 35.5 FEET WEST OF THE CENTER LINE OF A ROAD LEADING
 QE0270'SOUTH, 16.0 FEET SOUTH OF A POWER POLE, 35.2 FEET SOUTH OF THE CENTER
 QE0270'LINE OF THE HIGHWAY, PROJECTING ABOUT 4-INCHES ABOVE GROUND, 16.5 FEET
 QE0270'SOUTH SOUTHEAST OF A WHITE REFERENCE POST.
 QE0270
 QE0270                          STATION RECOVERY (1987)
 QE0270
 QE0270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE0270'THE HIGHWAY HAS BEEN WIDEN AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0262 ***********************************************************************
 PB0262  DESIGNATION -  16
 PB0262  PID         -  PB0262
 PB0262  STATE/COUNTY-  OR/KLAMATH
 PB0262  USGS QUAD   -  BIG HOLE (1982)
 PB0262
 PB0262                         *CURRENT SURVEY CONTROL
 PB0262  ___________________________________________________________________
 PB0262* NAD 83(1986)-  43 27 09.     (N)    121 22 04.     (W)     SCALED    
 PB0262* NAVD 88     -      1442.960  (meters)    4734.11   (feet)  ADJUSTED  
 PB0262  ___________________________________________________________________
 PB0262  GEOID HEIGHT-         -20.87  (meters)                     GEOID03
 PB0262  DYNAMIC HT  -        1442.196 (meters)    4731.60  (feet)  COMP
 PB0262  MODELED GRAV-     980,039.5   (mgal)                       NAVD 88
 PB0262
 PB0262  VERT ORDER  -  SECOND    CLASS 0
 PB0262
 PB0262.The horizontal coordinates were scaled from a topographic map and have
 PB0262.an estimated accuracy of +/- 6 seconds.
 PB0262
 PB0262.The orthometric height was determined by differential leveling
 PB0262.and adjusted in June 1991.
 PB0262
 PB0262.The geoid height was determined by GEOID03.
 PB0262
 PB0262.The dynamic height is computed by dividing the NAVD 88
 PB0262.geopotential number by the normal gravity value computed on the
 PB0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0262.degrees latitude (g = 980.6199 gals.).
 PB0262
 PB0262.The modeled gravity was interpolated from observed gravity values.
 PB0262
 PB0262;                    North         East    Units  Estimated Accuracy
 PB0262;SPC OR S     -   198,740.    1,429,770.      MT  (+/- 180 meters Scaled)
 PB0262
 PB0262                          SUPERSEDED SURVEY CONTROL
 PB0262
 PB0262  NGVD 29 (??/??/92) 1441.687  (m)         4729.93   (f) ADJ UNCH    2 0
 PB0262
 PB0262.Superseded values are not recommended for survey control.
 PB0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0262.See file dsdata.txt to determine how the superseded data were derived.
 PB0262
 PB0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP320123(NAD 83)
 PB0262_MARKER: DD = SURVEY DISK
 PB0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0262_STAMPING: 4730 16 1929
 PB0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0262+STABILITY: SURFACE MOTION
 PB0262
 PB0262  HISTORY     - Date     Condition        Report By
 PB0262  HISTORY     - 1929     MONUMENTED       BPR
 PB0262  HISTORY     - 1931     GOOD             NGS
 PB0262  HISTORY     - 19860916 MARK NOT FOUND   USPSQD
 PB0262
 PB0262                          STATION DESCRIPTION
 PB0262
 PB0262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 PB0262'18.4 MI SE FROM LAPINE.
 PB0262'IN KLAMATH COUNTY, ABOUT 18.4 MILES SOUTHEAST ALONG THE FREMONT
 PB0262'HIGHWAY (OREGON 31) FROM LAPINE, DESCHUTES COUNTY, ABOUT 200 FEET WEST
 PB0262'OF THE TOP OF A SMALL HILL, AND 36 FEET NORTH OF THE CENTER LINE OF
 PB0262'THE HIGHWAY.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK,
 PB0262'STAMPED 4730 16 1929 AND SET IN THE TOP OF A CONCRETE POST.
 PB0262
 PB0262                          STATION RECOVERY (1986)
 PB0262
 PB0262'RECOVERY NOTE BY US POWER SQUADRON 1986 (RCC)
 PB0262'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3578 ***********************************************************************
 RD3578  DESIGNATION -  16
 RD3578  PID         -  RD3578
 RD3578  STATE/COUNTY-  OR/MULTNOMAH
 RD3578  USGS QUAD   -  SAUVIE ISLAND (1990)
 RD3578
 RD3578                         *CURRENT SURVEY CONTROL
 RD3578  ___________________________________________________________________
 RD3578* NAD 83(1991)-  45 38 19.35616(N)    122 47 14.30836(W)     ADJUSTED  
 RD3578* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 RD3578  ___________________________________________________________________
 RD3578  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 RD3578  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 RD3578  HORZ ORDER  -  THIRD
 RD3578
 RD3578.The horizontal coordinates were established by classical geodetic methods
 RD3578.and adjusted by the National Geodetic Survey in October 1991.
 RD3578
 RD3578.The orthometric height was scaled from a topographic map.
 RD3578
 RD3578.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3578
 RD3578.The geoid height was determined by GEOID03.
 RD3578
 RD3578;                    North         East     Units Scale Factor Converg.
 RD3578;SPC OR N     -   221,663.790 2,321,704.560   MT  0.99992820   -1 37 19.7
 RD3578;SPC OR N     -   727,243.41  7,617,140.94   iFT  0.99992820   -1 37 19.7
 RD3578;SPC WA S     -    36,528.908   321,684.051   MT  1.00004979   -1 39 41.4
 RD3578;SPC WA S     -   119,845.26  1,055,391.76   sFT  1.00004979   -1 39 41.4
 RD3578;UTM  10      - 5,053,928.971   516,576.103   MT  0.99960338   +0 09 07.4
 RD3578
 RD3578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3578!SPC OR N     -   1.00000341  x   0.99992820  =   0.99993161
 RD3578!SPC WA S     -   1.00000341  x   1.00004979  =   1.00005320
 RD3578!UTM  10      -   1.00000341  x   0.99960338  =   0.99960679
 RD3578
 RD3578|---------------------------------------------------------------------|
 RD3578| PID    Reference Object                     Distance      Geod. Az  |
 RD3578|                                                           dddmmss.s |
 RD3578| RD3601 14                                  377.833 METERS 05742     |
 RD3578|---------------------------------------------------------------------|
 RD3578
 RD3578                          SUPERSEDED SURVEY CONTROL
 RD3578
 RD3578  NAD 83(1986)-  45 38 19.37543(N)    122 47 14.31000(W) AD(       ) 3
 RD3578  NAD 27      -  45 38 19.95500(N)    122 47 09.94500(W) AD(       ) 3
 RD3578
 RD3578.Superseded values are not recommended for survey control.
 RD3578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3578.See file dsdata.txt to determine how the superseded data were derived.
 RD3578
 RD3578_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1657653929(NAD 83)
 RD3578
 RD3578  HISTORY     - Date     Condition        Report By
 RD3578  HISTORY     - 1899     MONUMENTED       USE
 RD3578  HISTORY     - 1960     SEE DESCRIPTION  CGS
 RD3578  HISTORY     - 19940423 MARK NOT FOUND   USPSQD
 RD3578
 RD3578                          STATION DESCRIPTION
 RD3578
 RD3578'DESCRIBED BY US ENGINEERS 1899
 RD3578'THE STATION IS MARKED BY A PIPE.
 RD3578
 RD3578                          STATION RECOVERY (1960)
 RD3578
 RD3578'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ANS)
 RD3578'STATION WAS MARKED BY A PIPE.  THIS STATION WAS NOT RECOVERED.
 RD3578'
 RD3578'A SEARCH WAS MADE OF THE AREA THE STATION IS IN, FROM THE
 RD3578'GEOGRAPHIC POSITION.  THE WILLAMETTE RIVER HAS CHANGED IN THIS
 RD3578'VICINITY.  IT IS QUITE CERTAIN THAT THIS STATION SHOULD BE
 RD3578'CONSIDERED LOST.
 RD3578
 RD3578                          STATION RECOVERY (1994)
 RD3578
 RD3578'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD3578'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0268 ***********************************************************************
 NZ0268  DESIGNATION -  16 71
 NZ0268  PID         -  NZ0268
 NZ0268  STATE/COUNTY-  OR/DOUGLAS
 NZ0268  USGS QUAD   -  RAGSDALE BUTTE (1989)
 NZ0268
 NZ0268                         *CURRENT SURVEY CONTROL
 NZ0268  ___________________________________________________________________
 NZ0268* NAD 83(1986)-  42 48 33.     (N)    122 52 18.     (W)     SCALED    
 NZ0268* NAVD 88     -       790.919  (meters)    2594.87   (feet)  ADJUSTED  
 NZ0268  ___________________________________________________________________
 NZ0268  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 NZ0268  DYNAMIC HT  -         790.611 (meters)    2593.86  (feet)  COMP
 NZ0268  MODELED GRAV-     980,204.8   (mgal)                       NAVD 88
 NZ0268
 NZ0268  VERT ORDER  -  SECOND    CLASS 0
 NZ0268
 NZ0268.The horizontal coordinates were scaled from a topographic map and have
 NZ0268.an estimated accuracy of +/- 6 seconds.
 NZ0268
 NZ0268.The orthometric height was determined by differential leveling
 NZ0268.and adjusted in June 1991.
 NZ0268
 NZ0268.The geoid height was determined by GEOID03.
 NZ0268
 NZ0268.The dynamic height is computed by dividing the NAVD 88
 NZ0268.geopotential number by the normal gravity value computed on the
 NZ0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0268.degrees latitude (g = 980.6199 gals.).
 NZ0268
 NZ0268.The modeled gravity was interpolated from observed gravity values.
 NZ0268
 NZ0268;                    North         East    Units  Estimated Accuracy
 NZ0268;SPC OR S     -   129,660.    1,306,060.      MT  (+/- 180 meters Scaled)
 NZ0268
 NZ0268                          SUPERSEDED SURVEY CONTROL
 NZ0268
 NZ0268  NGVD 29 (??/??/92)  789.848  (m)         2591.36   (f) ADJ UNCH    2 0
 NZ0268
 NZ0268.Superseded values are not recommended for survey control.
 NZ0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0268.See file dsdata.txt to determine how the superseded data were derived.
 NZ0268
 NZ0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN104396(NAD 83)
 NZ0268_MARKER: DD = SURVEY DISK
 NZ0268_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NZ0268_SP_SET: BRIDGE
 NZ0268_STAMPING: 16 2591 71 1934
 NZ0268_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NZ0268
 NZ0268  HISTORY     - Date     Condition        Report By
 NZ0268  HISTORY     - 1934     MONUMENTED       BPR
 NZ0268  HISTORY     - 1949     GOOD             NGS
 NZ0268  HISTORY     - 1960     GOOD             NGS
 NZ0268
 NZ0268                          STATION DESCRIPTION
 NZ0268
 NZ0268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 NZ0268'2.9 MI N FROM DIVIDE G S.
 NZ0268'2.9 MILES NORTH ALONG STATE HIGHWAY 227 FROM DIVIDE GUARD STATION, AT
 NZ0268'A CONCRETE BRIDGE OVER DIAMOND CREEK, IN THE NORTH END OF THE WEST
 NZ0268'CONCRETE CURB, 15 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND
 NZ0268'ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 NZ0268
 NZ0268                          STATION RECOVERY (1960)
 NZ0268
 NZ0268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 NZ0268'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0620 ***********************************************************************
 NW0620  DESIGNATION -  16 BKC
 NW0620  PID         -  NW0620
 NW0620  STATE/COUNTY-  OR/MALHEUR
 NW0620  USGS QUAD   -  SQUAW FLAT (1980)
 NW0620
 NW0620                         *CURRENT SURVEY CONTROL
 NW0620  ___________________________________________________________________
 NW0620* NAD 83(1986)-  42 35 16.     (N)    117 17 06.     (W)     SCALED    
 NW0620* NAVD 88     -      1485.628  (meters)    4874.10   (feet)  ADJUSTED  
 NW0620  ___________________________________________________________________
 NW0620  GEOID HEIGHT-         -17.55  (meters)                     GEOID03
 NW0620  DYNAMIC HT  -        1484.727 (meters)    4871.14  (feet)  COMP
 NW0620  MODELED GRAV-     979,962.3   (mgal)                       NAVD 88
 NW0620
 NW0620  VERT ORDER  -  SECOND    CLASS 0
 NW0620
 NW0620.The horizontal coordinates were scaled from a topographic map and have
 NW0620.an estimated accuracy of +/- 6 seconds.
 NW0620
 NW0620.The orthometric height was determined by differential leveling
 NW0620.and adjusted in August 1995.
 NW0620
 NW0620.The geoid height was determined by GEOID03.
 NW0620
 NW0620.The dynamic height is computed by dividing the NAVD 88
 NW0620.geopotential number by the normal gravity value computed on the
 NW0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0620.degrees latitude (g = 980.6199 gals.).
 NW0620
 NW0620.The modeled gravity was interpolated from observed gravity values.
 NW0620
 NW0620;                    North         East    Units  Estimated Accuracy
 NW0620;SPC OR S     -   107,390.    1,763,820.      MT  (+/- 180 meters Scaled)
 NW0620
 NW0620                          SUPERSEDED SURVEY CONTROL
 NW0620
 NW0620.No superseded survey control is available for this station.
 NW0620
 NW0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH766150(NAD 83)
 NW0620_MARKER: DB = BENCH MARK DISK
 NW0620_SETTING: 66 = SET IN ROCK OUTCROP
 NW0620_SP_SET: ROCK OUTCROP
 NW0620_STAMPING: 16 BKC 1973 4870
 NW0620_MARK LOGO: USGS  
 NW0620_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0620_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0620+STABILITY: POSITION/ELEVATION WELL
 NW0620_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0620+SATELLITE: SATELLITE OBSERVATIONS - 1973
 NW0620
 NW0620  HISTORY     - Date     Condition        Report By
 NW0620  HISTORY     - 1973     MONUMENTED       USGS
 NW0620
 NW0620                          STATION DESCRIPTION
 NW0620
 NW0620'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 NW0620'FROM ROME, OREGON PROCEED 29.8 MILES SOUTH AND SOUTHEAST ALONG A
 NW0620'TRACK ROAD, THENCE 1.1 MILES SOUTHWEST ALONG A TRACK ROAD, AT A DIM
 NW0620'T-ROAD NORTH, 148 FEET EAST OF THE CENTERLINE OF THE T-ROAD SOUTH,
 NW0620'181 FEET SOUTH OF THE CENTERLINE OF THE ROAD, CEMENTED IN A LAVA
 NW0620'OUTCROP THAT PROJECTS 1.5 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0256 ***********************************************************************
 NZ0256  DESIGNATION -  16 C 27
 NZ0256  PID         -  NZ0256
 NZ0256  STATE/COUNTY-  OR/DOUGLAS
 NZ0256  USGS QUAD   -  RAGSDALE BUTTE (1989)
 NZ0256
 NZ0256                         *CURRENT SURVEY CONTROL
 NZ0256  ___________________________________________________________________
 NZ0256* NAD 83(1986)-  42 51 14.     (N)    122 51 35.     (W)     SCALED    
 NZ0256* NAVD 88     -       477.482  (meters)    1566.54   (feet)  ADJUSTED  
 NZ0256  ___________________________________________________________________
 NZ0256  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 NZ0256  DYNAMIC HT  -         477.291 (meters)    1565.91  (feet)  COMP
 NZ0256  MODELED GRAV-     980,206.4   (mgal)                       NAVD 88
 NZ0256
 NZ0256  VERT ORDER  -  SECOND    CLASS 0
 NZ0256
 NZ0256.The horizontal coordinates were scaled from a topographic map and have
 NZ0256.an estimated accuracy of +/- 6 seconds.
 NZ0256
 NZ0256.The orthometric height was determined by differential leveling
 NZ0256.and adjusted in June 1991.
 NZ0256
 NZ0256.The geoid height was determined by GEOID03.
 NZ0256
 NZ0256.The dynamic height is computed by dividing the NAVD 88
 NZ0256.geopotential number by the normal gravity value computed on the
 NZ0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0256.degrees latitude (g = 980.6199 gals.).
 NZ0256
 NZ0256.The modeled gravity was interpolated from observed gravity values.
 NZ0256
 NZ0256;                    North         East    Units  Estimated Accuracy
 NZ0256;SPC OR S     -   134,600.    1,307,170.      MT  (+/- 180 meters Scaled)
 NZ0256
 NZ0256                          SUPERSEDED SURVEY CONTROL
 NZ0256
 NZ0256  NGVD 29 (??/??/92)  476.399  (m)         1562.99   (f) ADJ UNCH    2 0
 NZ0256
 NZ0256.Superseded values are not recommended for survey control.
 NZ0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0256.See file dsdata.txt to determine how the superseded data were derived.
 NZ0256
 NZ0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN114445(NAD 83)
 NZ0256_MARKER: DD = SURVEY DISK
 NZ0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ0256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NZ0256_STAMPING: 16 C 1563 27 1932
 NZ0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0256+STABILITY: SURFACE MOTION
 NZ0256
 NZ0256  HISTORY     - Date     Condition        Report By
 NZ0256  HISTORY     - 1932     MONUMENTED       BPR
 NZ0256  HISTORY     - 1960     GOOD             NGS
 NZ0256
 NZ0256                          STATION DESCRIPTION
 NZ0256
 NZ0256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NZ0256'3.0 MI SE FROM DREW.
 NZ0256'REACHED FROM THE POST OFFICE IN DREW BY GOING SOUTHEAST ON STATE
 NZ0256'HIGHWAY 42 FOR 3.0 MILES, 0.3 MILE NORTHWEST OF THE BRIDGE OVER ELK
 NZ0256'CREEK, ON THE OUTSIDE OF A WIDE CURVE, 31 FEET NORTHWEST OF THE CENTER
 NZ0256'OF THE HIGHWAY, 1 FOOT SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 NZ0256'CONCRETE POST THAT PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0259 ***********************************************************************
 NZ0259  DESIGNATION -  16 C 28
 NZ0259  PID         -  NZ0259
 NZ0259  STATE/COUNTY-  OR/DOUGLAS
 NZ0259  USGS QUAD   -  RAGSDALE BUTTE (1989)
 NZ0259
 NZ0259                         *CURRENT SURVEY CONTROL
 NZ0259  ___________________________________________________________________
 NZ0259* NAD 83(1986)-  42 50 58.     (N)    122 51 24.     (W)     SCALED    
 NZ0259* NAVD 88     -       489.273  (meters)    1605.22   (feet)  ADJUSTED  
 NZ0259  ___________________________________________________________________
 NZ0259  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 NZ0259  DYNAMIC HT  -         489.077 (meters)    1604.58  (feet)  COMP
 NZ0259  MODELED GRAV-     980,206.5   (mgal)                       NAVD 88
 NZ0259
 NZ0259  VERT ORDER  -  SECOND    CLASS 0
 NZ0259
 NZ0259.The horizontal coordinates were scaled from a topographic map and have
 NZ0259.an estimated accuracy of +/- 6 seconds.
 NZ0259
 NZ0259.The orthometric height was determined by differential leveling
 NZ0259.and adjusted in June 1991.
 NZ0259
 NZ0259.The geoid height was determined by GEOID03.
 NZ0259
 NZ0259.The dynamic height is computed by dividing the NAVD 88
 NZ0259.geopotential number by the normal gravity value computed on the
 NZ0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0259.degrees latitude (g = 980.6199 gals.).
 NZ0259
 NZ0259.The modeled gravity was interpolated from observed gravity values.
 NZ0259
 NZ0259;                    North         East    Units  Estimated Accuracy
 NZ0259;SPC OR S     -   134,100.    1,307,410.      MT  (+/- 180 meters Scaled)
 NZ0259
 NZ0259                          SUPERSEDED SURVEY CONTROL
 NZ0259
 NZ0259  NGVD 29 (??/??/92)  488.189  (m)         1601.67   (f) ADJ UNCH    2 0
 NZ0259
 NZ0259.Superseded values are not recommended for survey control.
 NZ0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0259.See file dsdata.txt to determine how the superseded data were derived.
 NZ0259
 NZ0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN117441(NAD 83)
 NZ0259_MARKER: DD = SURVEY DISK
 NZ0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ0259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NZ0259_STAMPING: 16 C 28 1932
 NZ0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0259+STABILITY: SURFACE MOTION
 NZ0259
 NZ0259  HISTORY     - Date     Condition        Report By
 NZ0259  HISTORY     - 1932     MONUMENTED       BPR
 NZ0259  HISTORY     - 1949     GOOD             NGS
 NZ0259  HISTORY     - 1960     GOOD             NGS
 NZ0259  HISTORY     - 19850402 MARK NOT FOUND   USPSQD
 NZ0259
 NZ0259                          STATION DESCRIPTION
 NZ0259
 NZ0259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 NZ0259'3.4 MI SE FROM DREW.
 NZ0259'3.4 MILES SOUTHEAST ALONG STATE HIGHWAY 227 FROM THE POST OFFICE AT
 NZ0259'DREW, ABOUT 0.1 MILE SOUTHEAST OF ELK CREEK, 127 FEET WEST OF THE
 NZ0259'NORTHWEST GASOLINE PUMP AT A SHELL GASOLINE STATION, 64.2 FEET NORTH
 NZ0259'OF THE NORTH CORNER OF A SMALL WHITE HOUSE, 41 1/2 FEET SOUTHWEST OF
 NZ0259'THE CENTER LINE OF THE HIGHWAY, 22.4 FEET NORTHEAST OF A FENCE, ABOUT
 NZ0259'10 FEET HIGHER THAN THE ROAD, 1.9 FEET SOUTHEAST OF A WITNESS POST,
 NZ0259'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 NZ0259'GROUND.
 NZ0259
 NZ0259                          STATION RECOVERY (1960)
 NZ0259
 NZ0259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 NZ0259'RECOVERED IN GOOD CONDITION.
 NZ0259
 NZ0259                          STATION RECOVERY (1985)
 NZ0259
 NZ0259'RECOVERY NOTE BY US POWER SQUADRON 1985 (ALM)
 NZ0259'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0260 ***********************************************************************
 NZ0260  DESIGNATION -  16 C 29
 NZ0260  PID         -  NZ0260
 NZ0260  STATE/COUNTY-  OR/DOUGLAS
 NZ0260  USGS QUAD   -  RAGSDALE BUTTE (1989)
 NZ0260
 NZ0260                         *CURRENT SURVEY CONTROL
 NZ0260  ___________________________________________________________________
 NZ0260* NAD 83(1986)-  42 50 59.     (N)    122 51 25.     (W)     SCALED    
 NZ0260* NAVD 88     -       487.071  (meters)    1598.00   (feet)  ADJUSTED  
 NZ0260  ___________________________________________________________________
 NZ0260  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 NZ0260  DYNAMIC HT  -         486.876 (meters)    1597.36  (feet)  COMP
 NZ0260  MODELED GRAV-     980,206.5   (mgal)                       NAVD 88
 NZ0260
 NZ0260  VERT ORDER  -  SECOND    CLASS 0
 NZ0260
 NZ0260.The horizontal coordinates were scaled from a topographic map and have
 NZ0260.an estimated accuracy of +/- 6 seconds.
 NZ0260
 NZ0260.The orthometric height was determined by differential leveling
 NZ0260.and adjusted in June 1991.
 NZ0260
 NZ0260.The geoid height was determined by GEOID03.
 NZ0260
 NZ0260.The dynamic height is computed by dividing the NAVD 88
 NZ0260.geopotential number by the normal gravity value computed on the
 NZ0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0260.degrees latitude (g = 980.6199 gals.).
 NZ0260
 NZ0260.The modeled gravity was interpolated from observed gravity values.
 NZ0260
 NZ0260;                    North         East    Units  Estimated Accuracy
 NZ0260;SPC OR S     -   134,130.    1,307,390.      MT  (+/- 180 meters Scaled)
 NZ0260
 NZ0260                          SUPERSEDED SURVEY CONTROL
 NZ0260
 NZ0260  NGVD 29 (??/??/92)  485.987  (m)         1594.44   (f) ADJ UNCH    2 0
 NZ0260
 NZ0260.Superseded values are not recommended for survey control.
 NZ0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0260.See file dsdata.txt to determine how the superseded data were derived.
 NZ0260
 NZ0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN116441(NAD 83)
 NZ0260_MARKER: DD = SURVEY DISK
 NZ0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NZ0260_STAMPING: 16 C 1594 29 1932
 NZ0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0260+STABILITY: SURFACE MOTION
 NZ0260
 NZ0260  HISTORY     - Date     Condition        Report By
 NZ0260  HISTORY     - 1932     MONUMENTED       BPR
 NZ0260  HISTORY     - 1949     GOOD             NGS
 NZ0260  HISTORY     - 1960     GOOD             NGS
 NZ0260
 NZ0260                          STATION DESCRIPTION
 NZ0260
 NZ0260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 NZ0260'3.4 MI SE FROM DREW.
 NZ0260'3.4 MILES SOUTHEAST ALONG STATE HIGHWAY 227 FROM THE POST OFFICE AT
 NZ0260'DREW, 0.1 MILE SOUTHEAST OF ELK CREEK, 87 1/2 FEET NORTHWEST OF THE
 NZ0260'NORTHWEST GASOLINE PUMP AT A SHELL GASOLINE STATION, 40 FEET NORTHEAST
 NZ0260'OF THE CENTER LINE OF THE HIGHWAY, ABOUT 3 FEET HIGHER THAN THE
 NZ0260'HIGHWAY, 2.5 FEET SOUTHWEST OF A FENCE, 2.2 FEET NORTHWEST OF A
 NZ0260'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 NZ0260'FOOT ABOVE THE GROUND.
 NZ0260
 NZ0260                          STATION RECOVERY (1960)
 NZ0260
 NZ0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 NZ0260'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0252 ***********************************************************************
 NZ0252  DESIGNATION -  16 D 15
 NZ0252  PID         -  NZ0252
 NZ0252  STATE/COUNTY-  OR/DOUGLAS
 NZ0252  USGS QUAD   -  RICHTER MOUNTAIN (1989)
 NZ0252
 NZ0252                         *CURRENT SURVEY CONTROL
 NZ0252  ___________________________________________________________________
 NZ0252* NAD 83(1986)-  42 52 18.     (N)    122 53 08.     (W)     SCALED    
 NZ0252* NAVD 88     -       441.389  (meters)    1448.12   (feet)  ADJUSTED  
 NZ0252  ___________________________________________________________________
 NZ0252  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 NZ0252  DYNAMIC HT  -         441.210 (meters)    1447.54  (feet)  COMP
 NZ0252  MODELED GRAV-     980,204.7   (mgal)                       NAVD 88
 NZ0252
 NZ0252  VERT ORDER  -  SECOND    CLASS 0
 NZ0252
 NZ0252.The horizontal coordinates were scaled from a topographic map and have
 NZ0252.an estimated accuracy of +/- 6 seconds.
 NZ0252
 NZ0252.The orthometric height was determined by differential leveling
 NZ0252.and adjusted in June 1991.
 NZ0252
 NZ0252.The geoid height was determined by GEOID03.
 NZ0252
 NZ0252.The dynamic height is computed by dividing the NAVD 88
 NZ0252.geopotential number by the normal gravity value computed on the
 NZ0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0252.degrees latitude (g = 980.6199 gals.).
 NZ0252
 NZ0252.The modeled gravity was interpolated from observed gravity values.
 NZ0252
 NZ0252;                    North         East    Units  Estimated Accuracy
 NZ0252;SPC OR S     -   136,630.    1,305,120.      MT  (+/- 180 meters Scaled)
 NZ0252
 NZ0252                          SUPERSEDED SURVEY CONTROL
 NZ0252
 NZ0252  NGVD 29 (??/??/92)  440.309  (m)         1444.58   (f) ADJ UNCH    2 0
 NZ0252
 NZ0252.Superseded values are not recommended for survey control.
 NZ0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0252.See file dsdata.txt to determine how the superseded data were derived.
 NZ0252
 NZ0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN093465(NAD 83)
 NZ0252_MARKER: DD = SURVEY DISK
 NZ0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ0252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NZ0252_STAMPING: 16 D 15 1928
 NZ0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0252+STABILITY: SURFACE MOTION
 NZ0252
 NZ0252  HISTORY     - Date     Condition        Report By
 NZ0252  HISTORY     - 1928     MONUMENTED       BPR
 NZ0252  HISTORY     - 1960     GOOD             NGS
 NZ0252
 NZ0252                          STATION DESCRIPTION
 NZ0252
 NZ0252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NZ0252'1.2 MI SE FROM DREW.
 NZ0252'REACHED FROM THE POST OFFICE AT DREW BY GOING SOUTHEAST ON STATE
 NZ0252'HIGHWAY 42 FOR 1.2 MILES, AT THE SOUTHEAST END OF A LONG CURVE, 50
 NZ0252'FEET NORTHEAST OF THE CENTER OF THE HIGHWAY, 16 FEET EAST OF A T FENCE
 NZ0252'CORNER, ACROSS THE HIGHWAY FROM A Y TRACK ROAD, SET IN THE TOP OF A
 NZ0252'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0251 ***********************************************************************
 NZ0251  DESIGNATION -  16 D 16
 NZ0251  PID         -  NZ0251
 NZ0251  STATE/COUNTY-  OR/DOUGLAS
 NZ0251  USGS QUAD   -  RICHTER MOUNTAIN (1989)
 NZ0251
 NZ0251                         *CURRENT SURVEY CONTROL
 NZ0251  ___________________________________________________________________
 NZ0251* NAD 83(1986)-  42 52 17.     (N)    122 53 11.     (W)     SCALED    
 NZ0251* NAVD 88     -       436.684  (meters)    1432.69   (feet)  ADJUSTED  
 NZ0251  ___________________________________________________________________
 NZ0251  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 NZ0251  DYNAMIC HT  -         436.508 (meters)    1432.11  (feet)  COMP
 NZ0251  MODELED GRAV-     980,204.6   (mgal)                       NAVD 88
 NZ0251
 NZ0251  VERT ORDER  -  SECOND    CLASS 0
 NZ0251
 NZ0251.The horizontal coordinates were scaled from a topographic map and have
 NZ0251.an estimated accuracy of +/- 6 seconds.
 NZ0251
 NZ0251.The orthometric height was determined by differential leveling
 NZ0251.and adjusted in June 1991.
 NZ0251
 NZ0251.The geoid height was determined by GEOID03.
 NZ0251
 NZ0251.The dynamic height is computed by dividing the NAVD 88
 NZ0251.geopotential number by the normal gravity value computed on the
 NZ0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0251.degrees latitude (g = 980.6199 gals.).
 NZ0251
 NZ0251.The modeled gravity was interpolated from observed gravity values.
 NZ0251
 NZ0251;                    North         East    Units  Estimated Accuracy
 NZ0251;SPC OR S     -   136,600.    1,305,050.      MT  (+/- 180 meters Scaled)
 NZ0251
 NZ0251                          SUPERSEDED SURVEY CONTROL
 NZ0251
 NZ0251  NGVD 29 (??/??/92)  435.605  (m)         1429.15   (f) ADJ UNCH    2 0
 NZ0251
 NZ0251.Superseded values are not recommended for survey control.
 NZ0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0251.See file dsdata.txt to determine how the superseded data were derived.
 NZ0251
 NZ0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN092465(NAD 83)
 NZ0251_MARKER: DD = SURVEY DISK
 NZ0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NZ0251_STAMPING: 16 D 16 1429 1928
 NZ0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0251+STABILITY: SURFACE MOTION
 NZ0251
 NZ0251  HISTORY     - Date     Condition        Report By
 NZ0251  HISTORY     - 1928     MONUMENTED       BPR
 NZ0251  HISTORY     - 1960     GOOD             NGS
 NZ0251
 NZ0251                          STATION DESCRIPTION
 NZ0251
 NZ0251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NZ0251'1.2 MI SE FROM DREW.
 NZ0251'REACHED FROM THE POST OFFICE AT DREW BY GOING 1.2 MILES SOUTHEAST ON
 NZ0251'STATE HIGHWAY 42, AT THE SOUTHEAST END OF A LONG CURVE, 31 FEET
 NZ0251'SOUTHWEST OF THE CENTER OF THE HIGHWAY, 67 FEET NORTHEAST OF THE
 NZ0251'CENTER OF A Y ROAD, 2 FEET WEST OF A WITNESS POST, 5 FEET LOWER THAN
 NZ0251'THE HIGHWAY ROADWAY, ACROSS THE HIGHWAY FROM BENCH MARK 16 D 15 AND
 NZ0251'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0253 ***********************************************************************
 NZ0253  DESIGNATION -  16 D 17
 NZ0253  PID         -  NZ0253
 NZ0253  STATE/COUNTY-  OR/DOUGLAS
 NZ0253  USGS QUAD   -  RICHTER MOUNTAIN (1989)
 NZ0253
 NZ0253                         *CURRENT SURVEY CONTROL
 NZ0253  ___________________________________________________________________
 NZ0253* NAD 83(1986)-  42 52 08.     (N)    122 53 01.     (W)     SCALED    
 NZ0253* NAVD 88     -       441.283  (meters)    1447.78   (feet)  ADJUSTED  
 NZ0253  ___________________________________________________________________
 NZ0253  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 NZ0253  DYNAMIC HT  -         441.105 (meters)    1447.19  (feet)  COMP
 NZ0253  MODELED GRAV-     980,204.8   (mgal)                       NAVD 88
 NZ0253
 NZ0253  VERT ORDER  -  SECOND    CLASS 0
 NZ0253
 NZ0253.The horizontal coordinates were scaled from a topographic map and have
 NZ0253.an estimated accuracy of +/- 6 seconds.
 NZ0253
 NZ0253.The orthometric height was determined by differential leveling
 NZ0253.and adjusted in June 1991.
 NZ0253
 NZ0253.The geoid height was determined by GEOID03.
 NZ0253
 NZ0253.The dynamic height is computed by dividing the NAVD 88
 NZ0253.geopotential number by the normal gravity value computed on the
 NZ0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0253.degrees latitude (g = 980.6199 gals.).
 NZ0253
 NZ0253.The modeled gravity was interpolated from observed gravity values.
 NZ0253
 NZ0253;                    North         East    Units  Estimated Accuracy
 NZ0253;SPC OR S     -   136,320.    1,305,270.      MT  (+/- 180 meters Scaled)
 NZ0253
 NZ0253                          SUPERSEDED SURVEY CONTROL
 NZ0253
 NZ0253  NGVD 29 (??/??/92)  440.204  (m)         1444.24   (f) ADJ UNCH    2 0
 NZ0253
 NZ0253.Superseded values are not recommended for survey control.
 NZ0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0253.See file dsdata.txt to determine how the superseded data were derived.
 NZ0253
 NZ0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN095462(NAD 83)
 NZ0253_MARKER: DD = SURVEY DISK
 NZ0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NZ0253_STAMPING: 16 D 17 T 31S R2W
 NZ0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0253+STABILITY: SURFACE MOTION
 NZ0253
 NZ0253  HISTORY     - Date     Condition        Report By
 NZ0253  HISTORY     - UNK      MONUMENTED       BPR
 NZ0253  HISTORY     - 1960     GOOD             NGS
 NZ0253
 NZ0253                          STATION DESCRIPTION
 NZ0253
 NZ0253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NZ0253'1.4 MI SE FROM DREW.
 NZ0253'REACHED FROM THE POST OFFICE AT DREW BY GOING SOUTHEAST ON STATE
 NZ0253'HIGHWAY 42 FOR 1.4 MILES, ABOUT 0.1 MILE NORTHWEST OF A NEW HIGHWAY
 NZ0253'BRIDGE OVER A SMALL CREEK, 50 FEET NORTH OF THE CENTER OF THE HIGHWAY,
 NZ0253'UNDER THE NORTH RIGHT-OF-WAY FENCE LINE, 60 YARDS EAST OF A ROAD
 NZ0253'LEADING NORTH TO A SMALL WHITE HOUSE, 55 YARDS WEST NORTHWEST OF 16 D
 NZ0253'18, SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0254 ***********************************************************************
 NZ0254  DESIGNATION -  16 D 18
 NZ0254  PID         -  NZ0254
 NZ0254  STATE/COUNTY-  OR/DOUGLAS
 NZ0254  USGS QUAD   -  RICHTER MOUNTAIN (1989)
 NZ0254
 NZ0254                         *CURRENT SURVEY CONTROL
 NZ0254  ___________________________________________________________________
 NZ0254* NAD 83(1986)-  42 52 08.     (N)    122 53 02.     (W)     SCALED    
 NZ0254* NAVD 88     -       440.295  (meters)    1444.53   (feet)  ADJUSTED  
 NZ0254  ___________________________________________________________________
 NZ0254  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 NZ0254  DYNAMIC HT  -         440.117 (meters)    1443.95  (feet)  COMP
 NZ0254  MODELED GRAV-     980,204.7   (mgal)                       NAVD 88
 NZ0254
 NZ0254  VERT ORDER  -  SECOND    CLASS 0
 NZ0254
 NZ0254.The horizontal coordinates were scaled from a topographic map and have
 NZ0254.an estimated accuracy of +/- 6 seconds.
 NZ0254
 NZ0254.The orthometric height was determined by differential leveling
 NZ0254.and adjusted in June 1991.
 NZ0254
 NZ0254.The geoid height was determined by GEOID03.
 NZ0254
 NZ0254.The dynamic height is computed by dividing the NAVD 88
 NZ0254.geopotential number by the normal gravity value computed on the
 NZ0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0254.degrees latitude (g = 980.6199 gals.).
 NZ0254
 NZ0254.The modeled gravity was interpolated from observed gravity values.
 NZ0254
 NZ0254;                    North         East    Units  Estimated Accuracy
 NZ0254;SPC OR S     -   136,320.    1,305,250.      MT  (+/- 180 meters Scaled)
 NZ0254
 NZ0254                          SUPERSEDED SURVEY CONTROL
 NZ0254
 NZ0254  NGVD 29 (??/??/92)  439.216  (m)         1440.99   (f) ADJ UNCH    2 0
 NZ0254
 NZ0254.Superseded values are not recommended for survey control.
 NZ0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0254.See file dsdata.txt to determine how the superseded data were derived.
 NZ0254
 NZ0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN094462(NAD 83)
 NZ0254_MARKER: DD = SURVEY DISK
 NZ0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ0254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NZ0254_STAMPING: 16 D 18 1486 1928
 NZ0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0254+STABILITY: SURFACE MOTION
 NZ0254
 NZ0254  HISTORY     - Date     Condition        Report By
 NZ0254  HISTORY     - 1928     MONUMENTED       BPR
 NZ0254  HISTORY     - 1960     GOOD             NGS
 NZ0254
 NZ0254                          STATION DESCRIPTION
 NZ0254
 NZ0254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NZ0254'1.4 MI SE FROM DREW.
 NZ0254'REACHED FROM THE POST OFFICE AT DREW BY GOING SOUTHEAST ON STATE
 NZ0254'HIGHWAY 42 FOR 1.4 MILES, 41 FEET SOUTH OF THE CENTER OF THE HIGHWAY,
 NZ0254'NORTH OF THE NORTHEAST CORNER OF A BROWN HOUSE WITH A BLUE ROOF, SET
 NZ0254'UNDER THE YARD FENCE 26 FEET EAST OF THE YARD GATE, 4 FEET WEST OF A
 NZ0254'WITNESS POST, SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 4
 NZ0254'INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0255 ***********************************************************************
 NZ0255  DESIGNATION -  16 D 24
 NZ0255  PID         -  NZ0255
 NZ0255  STATE/COUNTY-  OR/DOUGLAS
 NZ0255  USGS QUAD   -  RAGSDALE BUTTE (1989)
 NZ0255
 NZ0255                         *CURRENT SURVEY CONTROL
 NZ0255  ___________________________________________________________________
 NZ0255* NAD 83(1986)-  42 51 44.     (N)    122 52 23.     (W)     SCALED    
 NZ0255* NAVD 88     -       454.020  (meters)    1489.56   (feet)  ADJUSTED  
 NZ0255  ___________________________________________________________________
 NZ0255  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 NZ0255  DYNAMIC HT  -         453.837 (meters)    1488.96  (feet)  COMP
 NZ0255  MODELED GRAV-     980,205.6   (mgal)                       NAVD 88
 NZ0255
 NZ0255  VERT ORDER  -  SECOND    CLASS 0
 NZ0255
 NZ0255.The horizontal coordinates were scaled from a topographic map and have
 NZ0255.an estimated accuracy of +/- 6 seconds.
 NZ0255
 NZ0255.The orthometric height was determined by differential leveling
 NZ0255.and adjusted in June 1991.
 NZ0255
 NZ0255.The geoid height was determined by GEOID03.
 NZ0255
 NZ0255.The dynamic height is computed by dividing the NAVD 88
 NZ0255.geopotential number by the normal gravity value computed on the
 NZ0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0255.degrees latitude (g = 980.6199 gals.).
 NZ0255
 NZ0255.The modeled gravity was interpolated from observed gravity values.
 NZ0255
 NZ0255;                    North         East    Units  Estimated Accuracy
 NZ0255;SPC OR S     -   135,550.    1,306,110.      MT  (+/- 180 meters Scaled)
 NZ0255
 NZ0255                          SUPERSEDED SURVEY CONTROL
 NZ0255
 NZ0255  NGVD 29 (??/??/92)  452.940  (m)         1486.02   (f) ADJ UNCH    2 0
 NZ0255
 NZ0255.Superseded values are not recommended for survey control.
 NZ0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0255.See file dsdata.txt to determine how the superseded data were derived.
 NZ0255
 NZ0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN103455(NAD 83)
 NZ0255_MARKER: DD = SURVEY DISK
 NZ0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ0255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NZ0255_STAMPING: 16 D 24 1486 1928
 NZ0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0255+STABILITY: SURFACE MOTION
 NZ0255
 NZ0255  HISTORY     - Date     Condition        Report By
 NZ0255  HISTORY     - 1928     MONUMENTED       BPR
 NZ0255  HISTORY     - 1960     GOOD             NGS
 NZ0255  HISTORY     - 19850402 MARK NOT FOUND   USPSQD
 NZ0255
 NZ0255                          STATION DESCRIPTION
 NZ0255
 NZ0255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NZ0255'2.1 MI SE FROM DREW.
 NZ0255'REACHED FROM THE POST OFFICE AT DREW BY GOING 2.1 MILES SOUTHEAST ON
 NZ0255'STATE HIGHWAY 42, 35 FEET NORTHEAST OF A SMALL HOUSE (WITH A TRUCK
 NZ0255'RAMP ON EAST SIDE OF BUILDING), 45 FEET SOUTH OF CENTER OF THE
 NZ0255'HIGHWAY, 5 FEET SOUTHEAST OF A WITNESS POST, 8 FEET LOWER THAN THE
 NZ0255'HIGHWAY, SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 1 FOOT.
 NZ0255
 NZ0255                          STATION RECOVERY (1985)
 NZ0255
 NZ0255'RECOVERY NOTE BY US POWER SQUADRON 1985 (ALM)
 NZ0255'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0248 ***********************************************************************
 NZ0248  DESIGNATION -  16 D 6
 NZ0248  PID         -  NZ0248
 NZ0248  STATE/COUNTY-  OR/DOUGLAS
 NZ0248  USGS QUAD   -  TILLER (1989)
 NZ0248
 NZ0248                         *CURRENT SURVEY CONTROL
 NZ0248  ___________________________________________________________________
 NZ0248* NAD 83(1986)-  42 52 52.     (N)    122 54 06.     (W)     SCALED    
 NZ0248* NAVD 88     -       411.049  (meters)    1348.58   (feet)  ADJUSTED  
 NZ0248  ___________________________________________________________________
 NZ0248  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 NZ0248  DYNAMIC HT  -         410.881 (meters)    1348.03  (feet)  COMP
 NZ0248  MODELED GRAV-     980,203.2   (mgal)                       NAVD 88
 NZ0248
 NZ0248  VERT ORDER  -  SECOND    CLASS 0
 NZ0248
 NZ0248.The horizontal coordinates were scaled from a topographic map and have
 NZ0248.an estimated accuracy of +/- 6 seconds.
 NZ0248
 NZ0248.The orthometric height was determined by differential leveling
 NZ0248.and adjusted in June 1991.
 NZ0248
 NZ0248.The geoid height was determined by GEOID03.
 NZ0248
 NZ0248.The dynamic height is computed by dividing the NAVD 88
 NZ0248.geopotential number by the normal gravity value computed on the
 NZ0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0248.degrees latitude (g = 980.6199 gals.).
 NZ0248
 NZ0248.The modeled gravity was interpolated from observed gravity values.
 NZ0248
 NZ0248;                    North         East    Units  Estimated Accuracy
 NZ0248;SPC OR S     -   137,720.    1,303,830.      MT  (+/- 180 meters Scaled)
 NZ0248
 NZ0248                          SUPERSEDED SURVEY CONTROL
 NZ0248
 NZ0248  NGVD 29 (??/??/92)  409.973  (m)         1345.05   (f) ADJ UNCH    2 0
 NZ0248
 NZ0248.Superseded values are not recommended for survey control.
 NZ0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0248.See file dsdata.txt to determine how the superseded data were derived.
 NZ0248
 NZ0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN080476(NAD 83)
 NZ0248_MARKER: DD = SURVEY DISK
 NZ0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ0248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NZ0248_STAMPING: 16 D 6 1344 1928
 NZ0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0248+STABILITY: SURFACE MOTION
 NZ0248
 NZ0248  HISTORY     - Date     Condition        Report By
 NZ0248  HISTORY     - 1928     MONUMENTED       BPR
 NZ0248  HISTORY     - 1960     GOOD             NGS
 NZ0248  HISTORY     - 19860407 MARK NOT FOUND   USPSQD
 NZ0248
 NZ0248                          STATION DESCRIPTION
 NZ0248
 NZ0248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NZ0248'0.2 MI SE FROM DREW.
 NZ0248'REACHED FROM THE POST OFFICE AT DREW BY GOING SOUTHEAST ON STATE
 NZ0248'HIGHWAY 42 FOR 0.2 MILE, 45 YARDS SOUTHEAST OF A DOUBLE Y FORK OF FARM
 NZ0248'ROADS (ONE ON EACH SIDE OF THE HIGHWAY), 31 FEET SOUTHWEST OF THE
 NZ0248'CENTER OF THE HIGHWAY, 18 FEET NORTHEAST OF THE SOUTH RIGHT-OF-WAY
 NZ0248'FENCE, 1 FOOT WEST OF A METAL WITNESS POST, 5 FEET LOWER THAN THE
 NZ0248'HIGHWAY, SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 4 INCHES.
 NZ0248
 NZ0248                          STATION RECOVERY (1986)
 NZ0248
 NZ0248'RECOVERY NOTE BY US POWER SQUADRON 1986 (TAM)
 NZ0248'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0250 ***********************************************************************
 NZ0250  DESIGNATION -  16 D 8
 NZ0250  PID         -  NZ0250
 NZ0250  STATE/COUNTY-  OR/DOUGLAS
 NZ0250  USGS QUAD   -  TILLER (1989)
 NZ0250
 NZ0250                         *CURRENT SURVEY CONTROL
 NZ0250  ___________________________________________________________________
 NZ0250* NAD 83(1986)-  42 52 48.     (N)    122 54 01.     (W)     SCALED    
 NZ0250* NAVD 88     -       414.265  (meters)    1359.13   (feet)  ADJUSTED  
 NZ0250  ___________________________________________________________________
 NZ0250  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 NZ0250  DYNAMIC HT  -         414.097 (meters)    1358.58  (feet)  COMP
 NZ0250  MODELED GRAV-     980,203.3   (mgal)                       NAVD 88
 NZ0250
 NZ0250  VERT ORDER  -  SECOND    CLASS 0
 NZ0250
 NZ0250.The horizontal coordinates were scaled from a topographic map and have
 NZ0250.an estimated accuracy of +/- 6 seconds.
 NZ0250
 NZ0250.The orthometric height was determined by differential leveling
 NZ0250.and adjusted in June 1991.
 NZ0250
 NZ0250.The geoid height was determined by GEOID03.
 NZ0250
 NZ0250.The dynamic height is computed by dividing the NAVD 88
 NZ0250.geopotential number by the normal gravity value computed on the
 NZ0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0250.degrees latitude (g = 980.6199 gals.).
 NZ0250
 NZ0250.The modeled gravity was interpolated from observed gravity values.
 NZ0250
 NZ0250;                    North         East    Units  Estimated Accuracy
 NZ0250;SPC OR S     -   137,590.    1,303,940.      MT  (+/- 180 meters Scaled)
 NZ0250
 NZ0250                          SUPERSEDED SURVEY CONTROL
 NZ0250
 NZ0250  NGVD 29 (??/??/92)  413.189  (m)         1355.60   (f) ADJ UNCH    2 0
 NZ0250
 NZ0250.Superseded values are not recommended for survey control.
 NZ0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0250.See file dsdata.txt to determine how the superseded data were derived.
 NZ0250
 NZ0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN081474(NAD 83)
 NZ0250_MARKER: DD = SURVEY DISK
 NZ0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ0250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NZ0250_STAMPING: 16 D 8 1355 1928
 NZ0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0250+STABILITY: SURFACE MOTION
 NZ0250
 NZ0250  HISTORY     - Date     Condition        Report By
 NZ0250  HISTORY     - 1928     MONUMENTED       BPR
 NZ0250  HISTORY     - 1960     MARK NOT FOUND   NGS
 NZ0250  HISTORY     - 19860407 MARK NOT FOUND   USPSQD
 NZ0250
 NZ0250                          STATION DESCRIPTION
 NZ0250
 NZ0250'DESCRIBED BY US BUREAU OF PUBLIC ROADS 1928
 NZ0250'0.3 MI SE FROM DREW.
 NZ0250'0.3 MILE SOUTHEAST ALONG STATE HIGHWAY 227 FROM THE POST OFFICE AT
 NZ0250'DREW, 37 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 10
 NZ0250'FEET LOWER THAN THE HIGHWAY, 6 1/2 FEET NORTH OF A DOUBLE 5-INCH OAK
 NZ0250'TREE, 4.5 FEET NORTHEAST OF A FENCE LINE, AND SET IN THE TOP OF A
 NZ0250'CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
 NZ0250
 NZ0250                          STATION RECOVERY (1960)
 NZ0250
 NZ0250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 NZ0250'MARK NOT FOUND.
 NZ0250
 NZ0250                          STATION RECOVERY (1986)
 NZ0250
 NZ0250'RECOVERY NOTE BY US POWER SQUADRON 1986 (TAM)
 NZ0250'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0249 ***********************************************************************
 NZ0249  DESIGNATION -  16 D 9
 NZ0249  PID         -  NZ0249
 NZ0249  STATE/COUNTY-  OR/DOUGLAS
 NZ0249  USGS QUAD   -  TILLER (1989)
 NZ0249
 NZ0249                         *CURRENT SURVEY CONTROL
 NZ0249  ___________________________________________________________________
 NZ0249* NAD 83(1986)-  42 52 51.     (N)    122 53 57.     (W)     SCALED    
 NZ0249* NAVD 88     -       417.062  (meters)    1368.31   (feet)  ADJUSTED  
 NZ0249  ___________________________________________________________________
 NZ0249  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 NZ0249  DYNAMIC HT  -         416.892 (meters)    1367.75  (feet)  COMP
 NZ0249  MODELED GRAV-     980,203.5   (mgal)                       NAVD 88
 NZ0249
 NZ0249  VERT ORDER  -  SECOND    CLASS 0
 NZ0249
 NZ0249.The horizontal coordinates were scaled from a topographic map and have
 NZ0249.an estimated accuracy of +/- 6 seconds.
 NZ0249
 NZ0249.The orthometric height was determined by differential leveling
 NZ0249.and adjusted in June 1991.
 NZ0249
 NZ0249.The geoid height was determined by GEOID03.
 NZ0249
 NZ0249.The dynamic height is computed by dividing the NAVD 88
 NZ0249.geopotential number by the normal gravity value computed on the
 NZ0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0249.degrees latitude (g = 980.6199 gals.).
 NZ0249
 NZ0249.The modeled gravity was interpolated from observed gravity values.
 NZ0249
 NZ0249;                    North         East    Units  Estimated Accuracy
 NZ0249;SPC OR S     -   137,680.    1,304,040.      MT  (+/- 180 meters Scaled)
 NZ0249
 NZ0249                          SUPERSEDED SURVEY CONTROL
 NZ0249
 NZ0249  NGVD 29 (??/??/92)  415.986  (m)         1364.78   (f) ADJ UNCH    2 0
 NZ0249
 NZ0249.Superseded values are not recommended for survey control.
 NZ0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0249.See file dsdata.txt to determine how the superseded data were derived.
 NZ0249
 NZ0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN082475(NAD 83)
 NZ0249_MARKER: DD = SURVEY DISK
 NZ0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ0249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NZ0249_STAMPING: 16 D 9 1928
 NZ0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0249+STABILITY: SURFACE MOTION
 NZ0249
 NZ0249  HISTORY     - Date     Condition        Report By
 NZ0249  HISTORY     - 1928     MONUMENTED       BPR
 NZ0249  HISTORY     - 1960     GOOD             NGS
 NZ0249
 NZ0249                          STATION DESCRIPTION
 NZ0249
 NZ0249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NZ0249'0.3 MI SE FROM DREW.
 NZ0249'REACHED FROM THE POST OFFICE AT DREW BY GOING SOUTHEAST ON STATE
 NZ0249'HIGHWAY 42 FOR 0.3 MILE, 65 FEET EAST NORTHEAST OF HIGHWAY POST NO.
 NZ0249'280, 46 FEET NORTHEAST OF THE CENTER OF THE HIGHWAY, UNDER THE NORTH
 NZ0249'RIGHT-OF-WAY FENCE LINE, SET IN THE TOP OF A CONCRETE POST THAT
 NZ0249'PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH0940 ***********************************************************************
 OH0940  DESIGNATION -  16 FMK
 OH0940  PID         -  OH0940
 OH0940  STATE/COUNTY-  OR/MALHEUR
 OH0940  USGS QUAD   -  DIAMOND BUTTE (1967)
 OH0940
 OH0940                         *CURRENT SURVEY CONTROL
 OH0940  ___________________________________________________________________
 OH0940* NAD 83(1986)-  43 19 42.     (N)    117 28 12.     (W)     SCALED    
 OH0940* NAVD 88     -       821.740  (meters)    2695.99   (feet)  ADJUSTED  
 OH0940  ___________________________________________________________________
 OH0940  GEOID HEIGHT-         -17.80  (meters)                     GEOID03
 OH0940  DYNAMIC HT  -         821.397 (meters)    2694.87  (feet)  COMP
 OH0940  MODELED GRAV-     980,176.7   (mgal)                       NAVD 88
 OH0940
 OH0940  VERT ORDER  -  SECOND    CLASS 0
 OH0940
 OH0940.The horizontal coordinates were scaled from a topographic map and have
 OH0940.an estimated accuracy of +/- 6 seconds.
 OH0940
 OH0940.The orthometric height was determined by differential leveling
 OH0940.and adjusted in June 1991.
 OH0940
 OH0940.The geoid height was determined by GEOID03.
 OH0940
 OH0940.The dynamic height is computed by dividing the NAVD 88
 OH0940.geopotential number by the normal gravity value computed on the
 OH0940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0940.degrees latitude (g = 980.6199 gals.).
 OH0940
 OH0940.The modeled gravity was interpolated from observed gravity values.
 OH0940
 OH0940;                    North         East    Units  Estimated Accuracy
 OH0940;SPC OR S     -   189,030.    1,745,670.      MT  (+/- 180 meters Scaled)
 OH0940
 OH0940                          SUPERSEDED SURVEY CONTROL
 OH0940
 OH0940  NGVD 29 (??/??/92)  820.693  (m)         2692.56   (f) ADJ UNCH    2 0
 OH0940
 OH0940.Superseded values are not recommended for survey control.
 OH0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0940.See file dsdata.txt to determine how the superseded data were derived.
 OH0940
 OH0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH618973(NAD 83)
 OH0940_MARKER: P = PIPE CAP
 OH0940_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OH0940_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OH0940_STAMPING: 16 FMK 1966
 OH0940_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH0940
 OH0940  HISTORY     - Date     Condition        Report By
 OH0940  HISTORY     - 1966     MONUMENTED       USGS
 OH0940  HISTORY     - 1966     GOOD             NGS
 OH0940
 OH0940                          STATION DESCRIPTION
 OH0940
 OH0940'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 OH0940'57.5 MI SE FROM HARPER.
 OH0940'37.0 MILES SOUTH ALONG CROWLEY ROAD FROM THE JUNCTION OF U.S. HIGHWAY
 OH0940'20 AT HARPER, THENCE 9.8 MILES EAST ALONG THE MUD FLAT RANCH ROAD,
 OH0940'THENCE 0.35 MILE NORTH ALONG A DIRT ROAD, THENCE 9.75 MILES EAST ALONG
 OH0940'A DIRT ROAD, THENCE 0.6 MILE SOUTH ALONG A DIRT ROAD ALONG THE WEST
 OH0940'SIDE OF OWYHEE RIVER, ABOUT 300 YARDS NORTHWEST OF AN OLD ABANDONED
 OH0940'BUILDING, 27 FEET WEST OF THE CENTER LINE OF THE ROAD, 27 FEET EAST OF
 OH0940'THE CENTER LINE OF AN ABANDONED ROAD, ABOUT 65 YARDS SOUTH OF THE
 OH0940'CENTER OF THE JUNCTION OF THE ABANDONED ROAD, 1.2 FEET EAST OF A
 OH0940'WITNESS POST, ABOUT 2 FEET HIGHER THAN THE ROAD, A DISK ON THE TOP OF
 OH0940'A 5/8-INCH COPPER COATED ROD DRIVEN IN THE GROUND.  THE UPPER PORTION
 OH0940'OF THE ROD IS INCASED IN ORANGEBURG PIPE PROJECTING ABOUT 0.3 FOOT
 OH0940'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2698 ***********************************************************************
 QE2698  DESIGNATION -  16 KJO
 QE2698  PID         -  QE2698
 QE2698  STATE/COUNTY-  OR/LINCOLN
 QE2698  USGS QUAD   -  ELK CITY (1984)
 QE2698
 QE2698                         *CURRENT SURVEY CONTROL
 QE2698  ___________________________________________________________________
 QE2698* NAD 83(1986)-  44 32 01.     (N)    123 46 22.     (W)     SCALED    
 QE2698* NAVD 88     -       283.326  (meters)     929.55   (feet)  ADJUSTED  
 QE2698  ___________________________________________________________________
 QE2698  GEOID HEIGHT-         -22.42  (meters)                     GEOID03
 QE2698  DYNAMIC HT  -         283.308 (meters)     929.49  (feet)  COMP
 QE2698  MODELED GRAV-     980,545.7   (mgal)                       NAVD 88
 QE2698
 QE2698  VERT ORDER  -  SECOND    CLASS I
 QE2698
 QE2698.The horizontal coordinates were scaled from a topographic map and have
 QE2698.an estimated accuracy of +/- 6 seconds.
 QE2698
 QE2698.The orthometric height was determined by differential leveling
 QE2698.and adjusted in August 1995.
 QE2698
 QE2698.The geoid height was determined by GEOID03.
 QE2698
 QE2698.The dynamic height is computed by dividing the NAVD 88
 QE2698.geopotential number by the normal gravity value computed on the
 QE2698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE2698.degrees latitude (g = 980.6199 gals.).
 QE2698
 QE2698.The modeled gravity was interpolated from observed gravity values.
 QE2698
 QE2698;                    North         East    Units  Estimated Accuracy
 QE2698;SPC OR N     -   101,610.    2,239,950.      MT  (+/- 180 meters Scaled)
 QE2698
 QE2698                          SUPERSEDED SURVEY CONTROL
 QE2698
 QE2698.No superseded survey control is available for this station.
 QE2698
 QE2698_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ386314(NAD 83)
 QE2698_MARKER: DB = BENCH MARK DISK
 QE2698_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QE2698_SP_SET: COPPER-CLAD STEEL ROD
 QE2698_STAMPING: 16 KJO 1979 926
 QE2698_MARK LOGO: USGS  
 QE2698_PROJECTION: PROJECTING 8 CENTIMETERS
 QE2698_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE2698_ROD/PIPE-DEPTH: 13.7 meters
 QE2698
 QE2698  HISTORY     - Date     Condition        Report By
 QE2698  HISTORY     - 1979     MONUMENTED       USGS
 QE2698
 QE2698                          STATION DESCRIPTION
 QE2698
 QE2698'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 QE2698'7.6 KM (4.70 MI) SW FROM HARLAN.
 QE2698'HARLAN, 4.71 MI SW OF.  AT TURNOUT, 146 FT SE OF SPUR RD, 67 FT SE OF
 QE2698'12-INCH CORRUGATED STEEL CULVERT, 41 FT SW OF CENTERLINE OF RD.
 QE2698'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0787 ***********************************************************************
 PA0787  DESIGNATION -  16 LRC
 PA0787  PID         -  PA0787
 PA0787  STATE/COUNTY-  OR/HARNEY
 PA0787  USGS QUAD   -  DRY VALLEY RIM (1984)
 PA0787
 PA0787                         *CURRENT SURVEY CONTROL
 PA0787  ___________________________________________________________________
 PA0787* NAD 83(1986)-  43 07 08.     (N)    119 43 47.     (W)     SCALED    
 PA0787* NAVD 88     -      1386.064  (meters)    4547.44   (feet)  ADJUSTED  
 PA0787  ___________________________________________________________________
 PA0787  GEOID HEIGHT-         -19.77  (meters)                     GEOID03
 PA0787  DYNAMIC HT  -        1385.293 (meters)    4544.92  (feet)  COMP
 PA0787  MODELED GRAV-     980,015.5   (mgal)                       NAVD 88
 PA0787
 PA0787  VERT ORDER  -  SECOND    CLASS 0
 PA0787
 PA0787.The horizontal coordinates were scaled from a topographic map and have
 PA0787.an estimated accuracy of +/- 6 seconds.
 PA0787
 PA0787.The orthometric height was determined by differential leveling
 PA0787.and adjusted in August 1995.
 PA0787
 PA0787.The geoid height was determined by GEOID03.
 PA0787
 PA0787.The dynamic height is computed by dividing the NAVD 88
 PA0787.geopotential number by the normal gravity value computed on the
 PA0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0787.degrees latitude (g = 980.6199 gals.).
 PA0787
 PA0787.The modeled gravity was interpolated from observed gravity values.
 PA0787
 PA0787;                    North         East    Units  Estimated Accuracy
 PA0787;SPC OR S     -   161,600.    1,562,680.      MT  (+/- 180 meters Scaled)
 PA0787
 PA0787                          SUPERSEDED SURVEY CONTROL
 PA0787
 PA0787.No superseded survey control is available for this station.
 PA0787
 PA0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKH779776(NAD 83)
 PA0787_MARKER: DB = BENCH MARK DISK
 PA0787_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PA0787+WITH SETTING: INFORMATION.
 PA0787_SP_SET: METAL ROD DRIVEN INTO GROUND
 PA0787_STAMPING: 16 LRC 1970 4543
 PA0787_MARK LOGO: USGS  
 PA0787_MAGNETIC: I = MARKER IS A STEEL ROD
 PA0787_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PA0787
 PA0787  HISTORY     - Date     Condition        Report By
 PA0787  HISTORY     - 1970     MONUMENTED       USGS
 PA0787
 PA0787                          STATION DESCRIPTION
 PA0787
 PA0787'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 PA0787'FROM WAGONTIRE, OREGON, PROCEED 4.5 MILES SOUTHWEST ALONG U S HIGHWAY
 PA0787'395 TO DRY VALLEY ROAD, THENCE 11.8 MILES SOUTH ALONG DRY VALLEY
 PA0787'ROAD, AT THE EDGE OF DRY VALLEY AND AT A GATE, ABOUT 0.5 MILE NORTH
 PA0787'OF DRY VALLEY RANCH HOUSE, 38 FEET SOUTH OF A FENCE CORNER, 3 FEET
 PA0787'WEST OF A WITNESS POST.  THE ROD DEPTH IS UNKNOWN AND FLUSH WITH THE
 PA0787'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0153 ***********************************************************************
 QE0153  DESIGNATION -  16 M
 QE0153  PID         -  QE0153
 QE0153  STATE/COUNTY-  OR/LANE
 QE0153  USGS QUAD   -  BELKNAP SPRINGS (1989)
 QE0153
 QE0153                         *CURRENT SURVEY CONTROL
 QE0153  ___________________________________________________________________
 QE0153* NAD 83(1986)-  44 10 56.     (N)    122 03 40.     (W)     SCALED    
 QE0153* NAVD 88     -       512.582  (meters)    1681.70   (feet)  POSTED    
 QE0153  ___________________________________________________________________
 QE0153  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 QE0153  DYNAMIC HT  -         512.440 (meters)    1681.23  (feet)  COMP
 QE0153  MODELED GRAV-     980,320.4   (mgal)                       NAVD 88
 QE0153
 QE0153  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 QE0153
 QE0153.The horizontal coordinates were scaled from a topographic map and have
 QE0153.an estimated accuracy of +/- 6 seconds.
 QE0153
 QE0153.The orthometric height was determined by differential leveling
 QE0153.and adjusted by the  in 1992.
 QE0153.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 QE0153.rate of 1.1 thru 2.0 mm/km.
 QE0153
 QE0153.The geoid height was determined by GEOID03.
 QE0153
 QE0153.The dynamic height is computed by dividing the NAVD 88
 QE0153.geopotential number by the normal gravity value computed on the
 QE0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0153.degrees latitude (g = 980.6199 gals.).
 QE0153
 QE0153.The modeled gravity was interpolated from observed gravity values.
 QE0153
 QE0153;                    North         East    Units  Estimated Accuracy
 QE0153;SPC OR S     -   280,620.    1,375,170.      MT  (+/- 180 meters Scaled)
 QE0153
 QE0153                          SUPERSEDED SURVEY CONTROL
 QE0153
 QE0153  NGVD 29 (??/??/92)  511.422  (m)         1677.89   (f) ADJ UNCH    1 2
 QE0153
 QE0153.Superseded values are not recommended for survey control.
 QE0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0153.See file dsdata.txt to determine how the superseded data were derived.
 QE0153
 QE0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP750925(NAD 83)
 QE0153_MARKER: DD = SURVEY DISK
 QE0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0153_STAMPING: 16 M 1927 1678
 QE0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0153+STABILITY: SURFACE MOTION
 QE0153
 QE0153  HISTORY     - Date     Condition        Report By
 QE0153  HISTORY     - 1927     MONUMENTED       USGS
 QE0153  HISTORY     - 1943     GOOD             NGS
 QE0153  HISTORY     - 1981     MARK NOT FOUND   LOCSUR
 QE0153
 QE0153                          STATION DESCRIPTION
 QE0153
 QE0153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QE0153'5.3 MI E FROM MCKENZIE BRIDGE.
 QE0153'ABOUT 5.3 MILES EAST ALONG U.S. HIGHWAY 28 FROM THE POST OFFICE AT
 QE0153'MCKENZIE BRIDGE, LANE COUNTY, SET AT THE JUNCTION OF THE BELKNAP
 QE0153'SPRINGS ROAD LEADING NORTHEAST, 28.5 FEET WEST OF THE WEST CORNER OF
 QE0153'YALE RANCH HOUSE, 36.0 FEET SOUTHEAST OF THE CENTER LINE OF THE
 QE0153'BELKNAP SPRINGS ROAD, 17.0 FEET NORTHEAST OF THE CENTER LINE OF THE
 QE0153'HIGHWAY, PROJECTING ABOUT 4-INCHES ABOVE THE GROUND, 2- INCHES
 QE0153'NORTHWEST OF A WHITE REFERENCE POST.
 QE0153
 QE0153                          STATION RECOVERY (1981)
 QE0153
 QE0153'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 QE0153'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0862 ***********************************************************************
 PB0862  DESIGNATION -  16 PSM
 PB0862  PID         -  PB0862
 PB0862  STATE/COUNTY-  OR/DESCHUTES
 PB0862  USGS QUAD   -  DICKERSON FLAT (1983)
 PB0862
 PB0862                         *CURRENT SURVEY CONTROL
 PB0862  ___________________________________________________________________
 PB0862* NAD 83(1986)-  43 38 37.     (N)    120 42 52.     (W)     SCALED    
 PB0862* NAVD 88     -      1470.507  (meters)    4824.49   (feet)  ADJUSTED  
 PB0862  ___________________________________________________________________
 PB0862  GEOID HEIGHT-         -20.14  (meters)                     GEOID03
 PB0862  DYNAMIC HT  -        1469.739 (meters)    4821.97  (feet)  COMP
 PB0862  MODELED GRAV-     980,045.5   (mgal)                       NAVD 88
 PB0862
 PB0862  VERT ORDER  -  THIRD
 PB0862
 PB0862.The horizontal coordinates were scaled from a topographic map and have
 PB0862.an estimated accuracy of +/- 6 seconds.
 PB0862
 PB0862.The orthometric height was determined by differential leveling
 PB0862.and adjusted in August 1995.
 PB0862
 PB0862.The geoid height was determined by GEOID03.
 PB0862
 PB0862.The dynamic height is computed by dividing the NAVD 88
 PB0862.geopotential number by the normal gravity value computed on the
 PB0862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0862.degrees latitude (g = 980.6199 gals.).
 PB0862
 PB0862.The modeled gravity was interpolated from observed gravity values.
 PB0862
 PB0862;                    North         East    Units  Estimated Accuracy
 PB0862;SPC OR S     -   219,630.    1,482,700.      MT  (+/- 180 meters Scaled)
 PB0862
 PB0862                          SUPERSEDED SURVEY CONTROL
 PB0862
 PB0862.No superseded survey control is available for this station.
 PB0862
 PB0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP843348(NAD 83)
 PB0862_MARKER: DB = BENCH MARK DISK
 PB0862_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PB0862_SP_SET: COPPER-CLAD STEEL ROD
 PB0862_STAMPING: 16 PSM 1978 4821
 PB0862_MARK LOGO: USGS  
 PB0862_PROJECTION: PROJECTING 8 CENTIMETERS
 PB0862_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PB0862_ROD/PIPE-DEPTH: 5.18 meters
 PB0862
 PB0862  HISTORY     - Date     Condition        Report By
 PB0862  HISTORY     - 1978     MONUMENTED       USGS
 PB0862
 PB0862                          STATION DESCRIPTION
 PB0862
 PB0862'DESCRIBED BY US GEOLOGICAL SURVEY 1978
 PB0862'60.0 KM (37.30 MI) NORTH FROM CHRISTMAS VALLEY.
 PB0862'CHRISTMAS VALLEY PO, 2.0 MI E OF, THENCE 32.6 MI N ALONG MILLICAN RD.
 PB0862'6.2 MI S OF DICKERSON WELL TO CATTLE GUARD.  THENCE 0.6 MI W TO W
 PB0862'EDGE OF DRY LAKE, THENCE 2.1 MI N ALONG DIM TRACK RD.  IN SEC 30 T22S
 PB0862'R17E, 530 FT S OF T-RD W, 22 FT W OF RD, 2 FT E OF CAIRN, ROD DRIVEN
 PB0862'TO REFUSAL, ENCASED IN GREEN PLASTIC PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0688 ***********************************************************************
 NW0688  DESIGNATION -  16 RTV
 NW0688  PID         -  NW0688
 NW0688  STATE/COUNTY-  OR/MALHEUR
 NW0688  USGS QUAD   -  GRASSHOPPER FLAT SOUTH (1982)
 NW0688
 NW0688                         *CURRENT SURVEY CONTROL
 NW0688  ___________________________________________________________________
 NW0688* NAD 83(1986)-  42 13 52.     (N)    117 36 52.     (W)     SCALED    
 NW0688* NAVD 88     -      1797.233  (meters)    5896.42   (feet)  ADJUSTED  
 NW0688  ___________________________________________________________________
 NW0688  GEOID HEIGHT-         -17.99  (meters)                     GEOID03
 NW0688  DYNAMIC HT  -        1795.951 (meters)    5892.22  (feet)  COMP
 NW0688  MODELED GRAV-     979,844.5   (mgal)                       NAVD 88
 NW0688
 NW0688  VERT ORDER  -  SECOND    CLASS 0
 NW0688
 NW0688.The horizontal coordinates were scaled from a topographic map and have
 NW0688.an estimated accuracy of +/- 6 seconds.
 NW0688
 NW0688.The orthometric height was determined by differential leveling
 NW0688.and adjusted in August 1995.
 NW0688
 NW0688.The geoid height was determined by GEOID03.
 NW0688
 NW0688.The dynamic height is computed by dividing the NAVD 88
 NW0688.geopotential number by the normal gravity value computed on the
 NW0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0688.degrees latitude (g = 980.6199 gals.).
 NW0688
 NW0688.The modeled gravity was interpolated from observed gravity values.
 NW0688
 NW0688;                    North         East    Units  Estimated Accuracy
 NW0688;SPC OR S     -    66,810.    1,738,160.      MT  (+/- 180 meters Scaled)
 NW0688
 NW0688                          SUPERSEDED SURVEY CONTROL
 NW0688
 NW0688.No superseded survey control is available for this station.
 NW0688
 NW0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG492756(NAD 83)
 NW0688_MARKER: DB = BENCH MARK DISK
 NW0688_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0688_SP_SET: COPPER-CLAD STEEL ROD
 NW0688_STAMPING: 16 RTV 1979
 NW0688_MARK LOGO: USGS  
 NW0688_PROJECTION: FLUSH
 NW0688_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0688_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0688_ROD/PIPE-DEPTH: 1.52 meters
 NW0688
 NW0688  HISTORY     - Date     Condition        Report By
 NW0688  HISTORY     - 1979     MONUMENTED       USGS
 NW0688
 NW0688                          STATION DESCRIPTION
 NW0688
 NW0688'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 NW0688'FROM THE MCDERMITT, NEVADA POST OFFICE, PROCEED 15.3 MILES NORTH
 NW0688'ALONG U S HIGHWAY 95, THENCE 11.2 MILES EAST, 209 FEET NORTHWEST OF
 NW0688'AN -ANTELOPE FLAT- SIGN, 52 FEET WEST OF A Y-ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1275 ***********************************************************************
 QD1275  DESIGNATION -  16 S
 QD1275  PID         -  QD1275
 QD1275  STATE/COUNTY-  OR/MARION
 QD1275  USGS QUAD   -  BREITENBUSH HOT SPRI (1997)
 QD1275
 QD1275                         *CURRENT SURVEY CONTROL
 QD1275  ___________________________________________________________________
 QD1275* NAD 83(1986)-  44 46 55.     (N)    121 58 53.     (W)     SCALED    
 QD1275* NAVD 88     -       679.776  (meters)    2230.23   (feet)  ADJUSTED  
 QD1275  ___________________________________________________________________
 QD1275  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 QD1275  DYNAMIC HT  -         679.619 (meters)    2229.72  (feet)  COMP
 QD1275  MODELED GRAV-     980,364.2   (mgal)                       NAVD 88
 QD1275
 QD1275  VERT ORDER  -  SECOND    CLASS 0
 QD1275
 QD1275.The horizontal coordinates were scaled from a topographic map and have
 QD1275.an estimated accuracy of +/- 6 seconds.
 QD1275
 QD1275.The orthometric height was determined by differential leveling
 QD1275.and adjusted in June 1991.
 QD1275
 QD1275.The geoid height was determined by GEOID03.
 QD1275
 QD1275.The dynamic height is computed by dividing the NAVD 88
 QD1275.geopotential number by the normal gravity value computed on the
 QD1275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1275.degrees latitude (g = 980.6199 gals.).
 QD1275
 QD1275.The modeled gravity was interpolated from observed gravity values.
 QD1275
 QD1275;                    North         East    Units  Estimated Accuracy
 QD1275;SPC OR N     -   125,010.    2,382,770.      MT  (+/- 180 meters Scaled)
 QD1275
 QD1275                          SUPERSEDED SURVEY CONTROL
 QD1275
 QD1275  NGVD 29 (??/??/92)  678.670  (m)         2226.60   (f) ADJ UNCH    2 0
 QD1275
 QD1275.Superseded values are not recommended for survey control.
 QD1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1275.See file dsdata.txt to determine how the superseded data were derived.
 QD1275
 QD1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ805592(NAD 83)
 QD1275_MARKER: DD = SURVEY DISK
 QD1275_SETTING: 80 = SET IN A BOULDER
 QD1275_SP_SET: BOULDER
 QD1275_STAMPING: 16 S 1925
 QD1275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD1275+STABILITY: SURFACE MOTION
 QD1275
 QD1275  HISTORY     - Date     Condition        Report By
 QD1275  HISTORY     - 1925     MONUMENTED       USGS
 QD1275  HISTORY     - 1943     GOOD             NGS
 QD1275  HISTORY     - 19950929 MARK NOT FOUND   NGS
 QD1275
 QD1275                          STATION DESCRIPTION
 QD1275
 QD1275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QD1275'0.4 MI SW FROM BREITENBUSH HOT SPRINGS.
 QD1275'ABOUT 0.4 MILE SOUTHWEST ALONG THE BREITENBUSH ROAD FROM BREITENBUSH
 QD1275'HOT SPRINGS, MARION COUNTY, SET AT THE SKIFFS HEALTH RESORT, IN THE
 QD1275'TOP OF A ROUND BOULDER, ABOUT 374.0 FEET SOUTH OF THE CENTER LINE OF
 QD1275'THE ROAD, 27.5 FEET WEST OF THE CENTER LINE OF THE EAST DRIVE WAY
 QD1275'THROUGH CAMP, 26.0 FEET EAST OF THE NORTHEAST CORNER OF A SHINGLE
 QD1275'BUNGALOW.
 QD1275
 QD1275                          STATION RECOVERY (1995)
 QD1275
 QD1275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (LLR)
 QD1275'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0373 ***********************************************************************
 NX0373  DESIGNATION -  16 STR
 NX0373  PID         -  NX0373
 NX0373  STATE/COUNTY-  OR/MALHEUR
 NX0373  USGS QUAD   -  JOHNNY CREEK SW (1981)
 NX0373
 NX0373                         *CURRENT SURVEY CONTROL
 NX0373  ___________________________________________________________________
 NX0373* NAD 83(1986)-  42 46 05.     (N)    118 11 22.     (W)     SCALED    
 NX0373* NAVD 88     -      1335.790  (meters)    4382.50   (feet)  ADJUSTED  
 NX0373  ___________________________________________________________________
 NX0373  GEOID HEIGHT-         -18.54  (meters)                     GEOID03
 NX0373  DYNAMIC HT  -        1335.042 (meters)    4380.05  (feet)  COMP
 NX0373  MODELED GRAV-     980,014.7   (mgal)                       NAVD 88
 NX0373
 NX0373  VERT ORDER  -  SECOND    CLASS 0
 NX0373
 NX0373.The horizontal coordinates were scaled from a topographic map and have
 NX0373.an estimated accuracy of +/- 6 seconds.
 NX0373
 NX0373.The orthometric height was determined by differential leveling
 NX0373.and adjusted in August 1995.
 NX0373
 NX0373.The geoid height was determined by GEOID03.
 NX0373
 NX0373.The dynamic height is computed by dividing the NAVD 88
 NX0373.geopotential number by the normal gravity value computed on the
 NX0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0373.degrees latitude (g = 980.6199 gals.).
 NX0373
 NX0373.The modeled gravity was interpolated from observed gravity values.
 NX0373
 NX0373;                    North         East    Units  Estimated Accuracy
 NX0373;SPC OR S     -   124,950.    1,689,070.      MT  (+/- 180 meters Scaled)
 NX0373
 NX0373                          SUPERSEDED SURVEY CONTROL
 NX0373
 NX0373.No superseded survey control is available for this station.
 NX0373
 NX0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH026357(NAD 83)
 NX0373_MARKER: DB = BENCH MARK DISK
 NX0373_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NX0373+WITH SETTING: INFORMATION.
 NX0373_SP_SET: SHALLOW-SET METAL ROD
 NX0373_STAMPING: 16 STR 1975 4379
 NX0373_MARK LOGO: USGS  
 NX0373_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NX0373
 NX0373  HISTORY     - Date     Condition        Report By
 NX0373  HISTORY     - 1975     MONUMENTED       USGS
 NX0373
 NX0373                          STATION DESCRIPTION
 NX0373
 NX0373'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 NX0373'42.2 KM (26.20 MI) WSW FROM BURNS JUNCTION.
 NX0373'BURNS JCT, 6.5 MI S OF, ALONG US HWY 95, THENCE 1.3 MI SW ALONG
 NX0373'GRADED RD TO GATE, THENCE 1.95 MI N AND W ALONG TRACK RD TO Y-RD,
 NX0373'THENCE 5.3 MI W TO Y-RD, THENCE 8.2 MI W TO RD JCT AT WILDCAT WELL
 NX0373'NO. 2, THENCE 2.9 MI W. 1.0 MI W OF E-W FENCE LINE, 22 FT N OF
 NX0373'CENTERLINE OF RD.  SET ON COPPER-COATED STEEL ROD OF UNRECORDED
 NX0373'DEPTH, PROJECTING 0.3 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 DE5636 ***********************************************************************
 DE5636  DESIGNATION -  160
 DE5636  PID         -  DE5636
 DE5636  STATE/COUNTY-  OR/POLK
 DE5636  USGS QUAD   -  AIRLIE NORTH (1974)
 DE5636
 DE5636                         *CURRENT SURVEY CONTROL
 DE5636  ___________________________________________________________________
 DE5636* NAD 83(2007)-  44 48 55.24195(N)    123 17 47.36245(W)     ADJUSTED  
 DE5636* NAVD 88     -       106.4    (meters)     349.     (feet)  GPS OBS   
 DE5636  ___________________________________________________________________
 DE5636  EPOCH DATE  -        2007.00
 DE5636  X           -  -2,488,014.801 (meters)                     COMP
 DE5636  Y           -  -3,788,146.313 (meters)                     COMP
 DE5636  Z           -   4,472,874.015 (meters)                     COMP
 DE5636  LAPLACE CORR-          -8.46  (seconds)                    DEFLEC99
 DE5636  ELLIP HEIGHT-          84.126 (meters)          (02/10/07) ADJUSTED
 DE5636  GEOID HEIGHT-         -22.24  (meters)                     GEOID03
 DE5636
 DE5636  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE5636  Type    PID    Designation                      North   East  Ellip
 DE5636  -------------------------------------------------------------------
 DE5636  NETWORK DE5636 160                               2.12   1.71   2.08
 DE5636  -------------------------------------------------------------------
 DE5636
 DE5636.The horizontal coordinates were established by GPS observations
 DE5636.and adjusted by the National Geodetic Survey in February 2007.
 DE5636
 DE5636.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE5636.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE5636.The horizontal coordinates are valid at the epoch date displayed above.
 DE5636.The epoch date for horizontal control is a decimal equivalence
 DE5636.of Year/Month/Day.
 DE5636
 DE5636.The orthometric height was determined by GPS observations and a
 DE5636.high-resolution geoid model.
 DE5636
 DE5636.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5636
 DE5636.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE5636
 DE5636.The ellipsoidal height was determined by GPS observations
 DE5636.and is referenced to NAD 83.
 DE5636
 DE5636.The geoid height was determined by GEOID03.
 DE5636
 DE5636;                    North         East     Units Scale Factor Converg.
 DE5636;SPC OR N     -   131,470.468 2,278,861.870   MT  0.99991350   -1 58 59.6
 DE5636;SPC OR N     -   431,333.56  7,476,580.94   iFT  0.99991350   -1 58 59.6
 DE5636;UTM  10      - 4,962,480.653   476,557.150   MT  0.99960676   -0 12 32.3
 DE5636
 DE5636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5636!SPC OR N     -   0.99998681  x   0.99991350  =   0.99990031
 DE5636!UTM  10      -   0.99998681  x   0.99960676  =   0.99959358
 DE5636
 DE5636                          SUPERSEDED SURVEY CONTROL
 DE5636
 DE5636  NAD 83(1998)-  44 48 55.23913(N)    123 17 47.36414(W) AD(       ) B
 DE5636  ELLIP H (06/19/02)   84.132  (m)                       GP(       ) 4 1
 DE5636
 DE5636.Superseded values are not recommended for survey control.
 DE5636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE5636.See file dsdata.txt to determine how the superseded data were derived.
 DE5636
 DE5636_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ7655762481(NAD 83)
 DE5636_MARKER: DD = SURVEY DISK
 DE5636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE5636_STAMPING: 160 1994
 DE5636_MARK LOGO: OR-053
 DE5636_PROJECTION: FLUSH
 DE5636_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE5636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE5636+STABILITY: SURFACE MOTION
 DE5636_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5636+SATELLITE: SATELLITE OBSERVATIONS - August 01, 1994
 DE5636
 DE5636  HISTORY     - Date     Condition        Report By
 DE5636  HISTORY     - 19940801 MONUMENTED       OR-053
 DE5636
 DE5636                          STATION DESCRIPTION
 DE5636
 DE5636'DESCRIBED BY POLK COUNTY OREGON 1994 (JDN)
 DE5636'THE STATION IS LOCATED ABOUT 6.4 KM (4.0 MI) SOUTHEAST OF MONMOUTH AND
 DE5636'11.9 KM 7.4 MI SOUTH
 DE5636'OF DALLAS, IN THE SOUTHEAST 1/4 OF SECTION 4 T9S R5W, WILLAMETTE
 DE5636'MERIDIAN. OWNERSHIP--
 DE5636'POLK COUNTY RIGHT-OF-WAY.
 DE5636' 
 DE5636'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 51 AND
 DE5636'99W IN MONMOUTH,
 DE5636'GO SOUTH ON HIGHWAY 99W FOR 5.07 KM (3.15 MI) TO THE INTERSECTION OF
 DE5636'PARKER ROAD (COUNTY
 DE5636'ROAD 9413). TURN RIGHT, WEST, ON PARKER ROAD FOR 0.60 KM (0.37 MI) TO
 DE5636'THE INTERSECTION OF
 DE5636'HELMICK ROAD (COUNTY ROAD 9599).  TURN RIGHT, NORTH, ON HELMICK ROAD
 DE5636'FOR 0.14 KM (0.09 MI)
 DE5636'TO THE INTERSECTION OF ELKINS ROAD (COUNTY ROAD 9519).  TURN LEFT,
 DE5636'WEST, ON ELKINS ROAD
 DE5636'FOR 4.38 KM (2.72 MI) TO AN INTERSECTION WHERE ELKINS ROAD TURNS TO
 DE5636'THE SOUTH AND
 DE5636'ZUMWALT ROAD (COUNTY ROAD 9516) GOES TO THE WEST. TAKE ZUMWALT ROAD,
 DE5636'WEST AND NORTH,
 DE5636' FOR 2.03 KM (1.26 MI)  TO THE STATIION ON THE LEFT.
 DE5636' 
 DE5636'THE STATION IS A 7.6 CM (3 IN) POLK COUNTY GPS SURVEY MONUMENT BRASS
 DE5636'CAP SET IN THE TOP OF
 DE5636'A 35 CM (14 IN) ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 7.3
 DE5636'M (24.0 FT) WEST OF THE
 DE5636'ROAD CENTERLINE, 1.37 M (4.5 FT) EAST OF A NORTH TO SOUTH FENCE LINE,
 DE5636'1.37M (4.5 FT) EAST FROM
 DE5636' A WOOD FENCE POST WITH A WITNESS TAG, 35 M (115.0 FT) NORTH-NORTHEAST
 DE5636'FROM POWER POLE
 DE5636'NUMBER D490-25 WITH A WITNESS TAG.  A CARSONITE WITNESS POST BEARS
 DE5636'WEST 0.3 M (1.0 FT).
 DE5636' 
 DE5636'FOR ADDITIONAL INFORMATION ON HOW TO REACH THIS MONUMENT SEE THE POLK
 DE5636'COUNTY WEB
 DE5636'PAGE AT WWW.CO.POLK.OR.US/PUBLICWORKS/SURVEYS.HTM
 DE5636' 
 DE5636' 
 DE5636'
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0532 ***********************************************************************
 RA0532  DESIGNATION -  1606
 RA0532  PID         -  RA0532
 RA0532  STATE/COUNTY-  OR/WALLOWA
 RA0532  USGS QUAD   -  TROY (1995)
 RA0532
 RA0532                         *CURRENT SURVEY CONTROL
 RA0532  ___________________________________________________________________
 RA0532* NAD 83(1986)-  45 56 45.     (N)    117 27 06.     (W)     SCALED    
 RA0532* NAVD 88     -       490.228  (meters)    1608.36   (feet)  ADJUSTED  
 RA0532  ___________________________________________________________________
 RA0532  GEOID HEIGHT-         -17.64  (meters)                     GEOID03
 RA0532  DYNAMIC HT  -         490.166 (meters)    1608.15  (feet)  COMP
 RA0532  MODELED GRAV-     980,474.6   (mgal)                       NAVD 88
 RA0532
 RA0532  VERT ORDER  -  SECOND    CLASS 0
 RA0532
 RA0532.The horizontal coordinates were scaled from a topographic map and have
 RA0532.an estimated accuracy of +/- 6 seconds.
 RA0532
 RA0532.The orthometric height was determined by differential leveling
 RA0532.and adjusted in June 1991.
 RA0532
 RA0532.The geoid height was determined by GEOID03.
 RA0532
 RA0532.The dynamic height is computed by dividing the NAVD 88
 RA0532.geopotential number by the normal gravity value computed on the
 RA0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0532.degrees latitude (g = 980.6199 gals.).
 RA0532
 RA0532.The modeled gravity was interpolated from observed gravity values.
 RA0532
 RA0532;                    North         East    Units  Estimated Accuracy
 RA0532;SPC OR N     -   257,730.    2,736,310.      MT  (+/- 180 meters Scaled)
 RA0532
 RA0532                          SUPERSEDED SURVEY CONTROL
 RA0532
 RA0532  NGVD 29 (??/??/92)  489.17   (m)         1604.9    (f) COMPUTED    2 0
 RA0532
 RA0532.Superseded values are not recommended for survey control.
 RA0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0532.See file dsdata.txt to determine how the superseded data were derived.
 RA0532
 RA0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML649881(NAD 83)
 RA0532_MARKER: DD = SURVEY DISK
 RA0532_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RA0532_SP_SET: PINE TREE
 RA0532_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RA0532
 RA0532  HISTORY     - Date     Condition        Report By
 RA0532  HISTORY     - UNK      MONUMENTED       USGS
 RA0532  HISTORY     - 1945     GOOD             NGS
 RA0532
 RA0532                          STATION DESCRIPTION
 RA0532
 RA0532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 RA0532'0.10 MI WSW FROM TROY.
 RA0532'AT TROY, 0.10 MILE WEST SOUTHWEST OF THE TROY POST OFFICE, ALONG THE
 RA0532'TROY-FLORA ROAD, 85 FEET WEST OF THE WEST END OF A STEEL BRIDGE OVER
 RA0532'THE WENAHA RIVER, 26 FEET WEST SOUTHWEST OF THE GATE TO THE SCHOOL
 RA0532'YARD, 15 FEET SOUTHWEST OF THE FENCE LINE.  A COPPER NAIL AND WASHER
 RA0532'SET IN THE EAST BASE OF A 1 FOOT PINE TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0435 ***********************************************************************
 PB0435  DESIGNATION -  162
 PB0435  PID         -  PB0435
 PB0435  STATE/COUNTY-  OR/DESCHUTES
 PB0435  USGS QUAD   -  LA PINE (1981)
 PB0435
 PB0435                         *CURRENT SURVEY CONTROL
 PB0435  ___________________________________________________________________
 PB0435* NAD 83(1986)-  43 38 03.     (N)    121 34 57.     (W)     SCALED    
 PB0435* NAVD 88     -      1303.76   (+/-2cm)    4277.4    (feet)  VERTCON   
 PB0435  ___________________________________________________________________
 PB0435  GEOID HEIGHT-         -21.05  (meters)                     GEOID03
 PB0435  VERT ORDER  -  ? (See Below)
 PB0435
 PB0435.The horizontal coordinates were scaled from a topographic map and have
 PB0435.an estimated accuracy of +/- 6 seconds.
 PB0435
 PB0435.The NAVD 88 height was computed by applying the VERTCON shift value to
 PB0435.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PB0435.The vertical order pertains to the NGVD 29 superseded value.
 PB0435
 PB0435.The geoid height was determined by GEOID03.
 PB0435
 PB0435;                    North         East    Units  Estimated Accuracy
 PB0435;SPC OR S     -   219,120.    1,412,650.      MT  (+/- 180 meters Scaled)
 PB0435
 PB0435                          SUPERSEDED SURVEY CONTROL
 PB0435
 PB0435  NGVD 29 (??/??/92) 1302.515  (m)         4273.33   (f) ADJ UNCH    ?  
 PB0435
 PB0435.Superseded values are not recommended for survey control.
 PB0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0435.See file dsdata.txt to determine how the superseded data were derived.
 PB0435
 PB0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP143322(NAD 83)
 PB0435_MARKER: N = NAIL
 PB0435_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PB0435_SP_SET: PINE TREE BASE
 PB0435_STAMPING: 4274 U.S. B.M.
 PB0435_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PB0435
 PB0435  HISTORY     - Date     Condition        Report By
 PB0435  HISTORY     - UNK      MONUMENTED       USGS
 PB0435  HISTORY     - 1934     GOOD             NGS
 PB0435
 PB0435                          STATION DESCRIPTION
 PB0435
 PB0435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PB0435'5.8 MI SW FROM LAPINE.
 PB0435'ABOUT 5.8 MILES SOUTHWEST ALONG THE OLD RIVER ROAD FROM THE SCHOOL AT
 PB0435'LAPINE, DESCHUTES COUNTY, AT THE EAST EDGE OF THE ROAD, IN THE BASE OF
 PB0435'A 24 INCH PINE TREE MARKED WITH A TRIANGULAR BLAZE INSCRIBED 4274 U.S.
 PB0435'B.M.  THE HEAD OF A NAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1462 ***********************************************************************
 RC1462  DESIGNATION -  1626.61
 RC1462  PID         -  RC1462
 RC1462  STATE/COUNTY-  OR/HOOD RIVER
 RC1462  USGS QUAD   -  PARKDALE (1994)
 RC1462
 RC1462                         *CURRENT SURVEY CONTROL
 RC1462  ___________________________________________________________________
 RC1462* NAD 83(1986)-  45 34 45.     (N)    121 33 09.     (W)     SCALED    
 RC1462* NAVD 88     -       497.200  (meters)    1631.23   (feet)  ADJUSTED  
 RC1462  ___________________________________________________________________
 RC1462  GEOID HEIGHT-         -21.33  (meters)                     GEOID03
 RC1462  DYNAMIC HT  -         497.131 (meters)    1631.00  (feet)  COMP
 RC1462  MODELED GRAV-     980,463.6   (mgal)                       NAVD 88
 RC1462
 RC1462  VERT ORDER  -  SECOND    CLASS 0
 RC1462
 RC1462.The horizontal coordinates were scaled from a topographic map and have
 RC1462.an estimated accuracy of +/- 6 seconds.
 RC1462
 RC1462.The orthometric height was determined by differential leveling
 RC1462.and adjusted in June 1991.
 RC1462
 RC1462.The geoid height was determined by GEOID03.
 RC1462
 RC1462.The dynamic height is computed by dividing the NAVD 88
 RC1462.geopotential number by the normal gravity value computed on the
 RC1462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1462.degrees latitude (g = 980.6199 gals.).
 RC1462
 RC1462.The modeled gravity was interpolated from observed gravity values.
 RC1462
 RC1462;                    North         East    Units  Estimated Accuracy
 RC1462;SPC OR N     -   213,060.    2,417,860.      MT  (+/- 180 meters Scaled)
 RC1462
 RC1462                          SUPERSEDED SURVEY CONTROL
 RC1462
 RC1462  NGVD 29 (??/??/92)  496.15   (m)         1627.8    (f) COMPUTED    2 0
 RC1462
 RC1462.Superseded values are not recommended for survey control.
 RC1462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1462.See file dsdata.txt to determine how the superseded data were derived.
 RC1462
 RC1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR129483(NAD 83)
 RC1462_MARKER: N = NAIL
 RC1462_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RC1462_SP_SET: CULVERT
 RC1462_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC1462
 RC1462  HISTORY     - Date     Condition        Report By
 RC1462  HISTORY     - UNK      MONUMENTED       USGS
 RC1462  HISTORY     - 1961     MARK NOT FOUND   NGS
 RC1462
 RC1462                          STATION DESCRIPTION
 RC1462
 RC1462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RC1462'3.0 MI N FROM MT. HOOD.
 RC1462'ABOUT 3.0 MILES NORTH ALONG STATE HIGHWAY 35 FROM THE POST OFFICE AT
 RC1462'MT. HOOD, AT A CULVERT OVER AN IRRIGATION DITCH, AND ON THE TOP OF THE
 RC1462'EAST HEAD WALL.  THIS IS ABOUT 100 FEET NORTH OF BENCH MARK M 14 (P.P.
 RC1462'AND L.).
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0434 ***********************************************************************
 PB0434  DESIGNATION -  163
 PB0434  PID         -  PB0434
 PB0434  STATE/COUNTY-  OR/DESCHUTES
 PB0434  USGS QUAD   -  LA PINE (1981)
 PB0434
 PB0434                         *CURRENT SURVEY CONTROL
 PB0434  ___________________________________________________________________
 PB0434* NAD 83(1986)-  43 39 10.     (N)    121 34 57.     (W)     SCALED    
 PB0434* NAVD 88     -      1296.23   (+/-2cm)    4252.7    (feet)  VERTCON   
 PB0434  ___________________________________________________________________
 PB0434  GEOID HEIGHT-         -21.04  (meters)                     GEOID03
 PB0434  VERT ORDER  -  ? (See Below)
 PB0434
 PB0434.The horizontal coordinates were scaled from a topographic map and have
 PB0434.an estimated accuracy of +/- 6 seconds.
 PB0434
 PB0434.The NAVD 88 height was computed by applying the VERTCON shift value to
 PB0434.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PB0434.The vertical order pertains to the NGVD 29 superseded value.
 PB0434
 PB0434.The geoid height was determined by GEOID03.
 PB0434
 PB0434;                    North         East    Units  Estimated Accuracy
 PB0434;SPC OR S     -   221,190.    1,412,680.      MT  (+/- 180 meters Scaled)
 PB0434
 PB0434                          SUPERSEDED SURVEY CONTROL
 PB0434
 PB0434  NGVD 29 (??/??/92) 1294.995  (m)         4248.66   (f) ADJ UNCH    ?  
 PB0434
 PB0434.Superseded values are not recommended for survey control.
 PB0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0434.See file dsdata.txt to determine how the superseded data were derived.
 PB0434
 PB0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP143342(NAD 83)
 PB0434_MARKER: N = NAIL
 PB0434_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PB0434_SP_SET: PINE TREE
 PB0434_STAMPING: 4249 B.M. 163
 PB0434_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PB0434
 PB0434  HISTORY     - Date     Condition        Report By
 PB0434  HISTORY     - UNK      MONUMENTED       USGS
 PB0434  HISTORY     - 1934     GOOD             NGS
 PB0434
 PB0434                          STATION DESCRIPTION
 PB0434
 PB0434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PB0434'4.5 MI SW FROM LAPINE.
 PB0434'ABOUT 4.5 MILES SOUTHWEST ALONG THE OLD RIVER ROAD FROM THE SCHOOL AT
 PB0434'LAPINE, DESCHUTES COUNTY, AT THE WEST EDGE OF THE ROAD, IN THE BASE OF
 PB0434'A 30 INCH PINE TREE MARKED WITH A TRIANGULAR BLAZE AND AN ALUMINUM TAG
 PB0434'STAMPED 4249 B.M. 163.  THE HEAD OF A NAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0196 ***********************************************************************
 NZ0196  DESIGNATION -  1633 B RESET
 NZ0196  PID         -  NZ0196
 NZ0196  STATE/COUNTY-  OR/JACKSON
 NZ0196  USGS QUAD   -  TALENT (1996)
 NZ0196
 NZ0196                         *CURRENT SURVEY CONTROL
 NZ0196  ___________________________________________________________________
 NZ0196* NAD 83(1986)-  42 14 37.     (N)    122 47 23.     (W)     SCALED    
 NZ0196* NAVD 88     -       499.389  (meters)    1638.41   (feet)  ADJUSTED  
 NZ0196  ___________________________________________________________________
 NZ0196  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 NZ0196  DYNAMIC HT  -         499.176 (meters)    1637.71  (feet)  COMP
 NZ0196  MODELED GRAV-     980,179.1   (mgal)                       NAVD 88
 NZ0196
 NZ0196  VERT ORDER  -  FIRST     CLASS II
 NZ0196
 NZ0196.The horizontal coordinates were scaled from a topographic map and have
 NZ0196.an estimated accuracy of +/- 6 seconds.
 NZ0196
 NZ0196.The orthometric height was determined by differential leveling
 NZ0196.and adjusted in June 1991.
 NZ0196
 NZ0196.The geoid height was determined by GEOID03.
 NZ0196
 NZ0196.The dynamic height is computed by dividing the NAVD 88
 NZ0196.geopotential number by the normal gravity value computed on the
 NZ0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0196.degrees latitude (g = 980.6199 gals.).
 NZ0196
 NZ0196.The modeled gravity was interpolated from observed gravity values.
 NZ0196
 NZ0196;                    North         East    Units  Estimated Accuracy
 NZ0196;SPC OR S     -    66,670.    1,311,040.      MT  (+/- 180 meters Scaled)
 NZ0196
 NZ0196                          SUPERSEDED SURVEY CONTROL
 NZ0196
 NZ0196  NGVD 29 (??/??/92)  498.344  (m)         1634.98   (f) ADJ UNCH    1 2
 NZ0196
 NZ0196.Superseded values are not recommended for survey control.
 NZ0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0196.See file dsdata.txt to determine how the superseded data were derived.
 NZ0196
 NZ0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM173768(NAD 83)
 NZ0196_MARKER: P = PIPE CAP
 NZ0196_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NZ0196_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NZ0196_STAMPING: 1633 B 1903 RESET 1932
 NZ0196_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0196
 NZ0196  HISTORY     - Date     Condition        Report By
 NZ0196  HISTORY     - 1932     MONUMENTED       USGS
 NZ0196  HISTORY     - 1954     GOOD             NGS
 NZ0196  HISTORY     - 1987     MARK NOT FOUND   NGS
 NZ0196
 NZ0196                          STATION DESCRIPTION
 NZ0196
 NZ0196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NZ0196'IN TALENT.
 NZ0196'AT TALENT, ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD, AT THE
 NZ0196'CROSSING OF MAIN STREET, (CROSSING 434.6), 136 1/2 FEET NORTHWEST OF
 NZ0196'THE CENTER LINE OF THE STREET, 27.8 FEET NORTHEAST OF THE NORTHEAST
 NZ0196'RAIL OF THE MAIN TRACK, 25.8 FEET SOUTHEAST OF THE TALENT SIDING SIGN,
 NZ0196'11 FEET NORTHWEST OF A TELEPHONE POLE, 0.9 FOOT SOUTH OF A WITNESS
 NZ0196'POST, ABOUT 1 FOOT LOWER THAN THE TRACK, AND RIVETED ON TOP OF A 3
 NZ0196'1/2-INCH IRON PIPE ENCASED IN CONCRETE AND PROJECTING 0.6 FOOT ABOVE
 NZ0196'THE GROUND.
 NZ0196
 NZ0196                          STATION RECOVERY (1987)
 NZ0196
 NZ0196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 NZ0196'THE POST WAS FOUND AT THE DESCRIBED LOCATION WITH THE TOP BROKEN OFF.
 NZ0196'THE DISK WAS NOT RECLAIMED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 DE5637 ***********************************************************************
 DE5637  DESIGNATION -  164
 DE5637  PID         -  DE5637
 DE5637  STATE/COUNTY-  OR/POLK
 DE5637  USGS QUAD   -  FANNO RIDGE (1974)
 DE5637
 DE5637                         *CURRENT SURVEY CONTROL
 DE5637  ___________________________________________________________________
 DE5637* NAD 83(2007)-  44 49 47.64774(N)    123 32 51.06916(W)     ADJUSTED  
 DE5637* NAVD 88     -       685.2    (meters)    2248.     (feet)  GPS OBS   
 DE5637  ___________________________________________________________________
 DE5637  EPOCH DATE  -        2007.00
 DE5637  X           -  -2,504,184.847 (meters)                     COMP
 DE5637  Y           -  -3,776,601.491 (meters)                     COMP
 DE5637  Z           -   4,474,430.144 (meters)                     COMP
 DE5637  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 DE5637  ELLIP HEIGHT-         663.814 (meters)          (02/10/07) ADJUSTED
 DE5637  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 DE5637
 DE5637  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE5637  Type    PID    Designation                      North   East  Ellip
 DE5637  -------------------------------------------------------------------
 DE5637  NETWORK DE5637 164                               1.72   1.47   1.90
 DE5637  -------------------------------------------------------------------
 DE5637
 DE5637.The horizontal coordinates were established by GPS observations
 DE5637.and adjusted by the National Geodetic Survey in February 2007.
 DE5637
 DE5637.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE5637.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE5637.The horizontal coordinates are valid at the epoch date displayed above.
 DE5637.The epoch date for horizontal control is a decimal equivalence
 DE5637.of Year/Month/Day.
 DE5637
 DE5637.The orthometric height was determined by GPS observations and a
 DE5637.high-resolution geoid model.
 DE5637
 DE5637.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5637
 DE5637.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE5637
 DE5637.The ellipsoidal height was determined by GPS observations
 DE5637.and is referenced to NAD 83.
 DE5637
 DE5637.The geoid height was determined by GEOID03.
 DE5637
 DE5637;                    North         East     Units Scale Factor Converg.
 DE5637;SPC OR N     -   133,804.825 2,259,081.218   MT  0.99991197   -2 09 40.5
 DE5637;SPC OR N     -   438,992.21  7,411,683.79   iFT  0.99991197   -2 09 40.5
 DE5637;UTM  10      - 4,964,200.760   456,719.617   MT  0.99962303   -0 23 09.6
 DE5637
 DE5637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5637!SPC OR N     -   0.99989593  x   0.99991197  =   0.99980791
 DE5637!UTM  10      -   0.99989593  x   0.99962303  =   0.99951900
 DE5637
 DE5637                          SUPERSEDED SURVEY CONTROL
 DE5637
 DE5637  NAD 83(1998)-  44 49 47.64498(N)    123 32 51.07142(W) AD(       ) B
 DE5637  ELLIP H (06/19/02)  663.820  (m)                       GP(       ) 4 1
 DE5637
 DE5637.Superseded values are not recommended for survey control.
 DE5637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE5637.See file dsdata.txt to determine how the superseded data were derived.
 DE5637
 DE5637_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ5672064201(NAD 83)
 DE5637_MARKER: DD = SURVEY DISK
 DE5637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE5637_STAMPING: 164 1994
 DE5637_MARK LOGO: OR-053
 DE5637_PROJECTION: FLUSH
 DE5637_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE5637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE5637+STABILITY: SURFACE MOTION
 DE5637_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5637+SATELLITE: SATELLITE OBSERVATIONS - August 01, 1994
 DE5637
 DE5637  HISTORY     - Date     Condition        Report By
 DE5637  HISTORY     - 19940801 MONUMENTED       OR-053
 DE5637
 DE5637                          STATION DESCRIPTION
 DE5637
 DE5637'DESCRIBED BY POLK COUNTY OREGON 1994 (JDN)
 DE5637'THE STATION IS LOCATED ABOUT 9.7 KM ( 6 MI) SOUTHEAST OF FALLS CITY
 DE5637'AND 25 KM (15.6 MI)
 DE5637'WEST-SOUTHWEST OF MONMOUTH, IN THE SOUTHEAST 1/4 OF SECTION 33 T8S
 DE5637'R7W, WILLAMETTE
 DE5637'MERIDIAN.  OWNERSHIP--THE STATION IS LOCATED ON BOISE CASCADE LAND
 DE5637'(503-838-1610).  TO
 DE5637'ACCESS THE MARK WILLAMETTE INDUSTRIES LAND(503-623-2351) MUST BE
 DE5637'CROSSED.
 DE5637' 
 DE5637'TO REACH THE STATION FROM THE INTERSECTION OF MITCHELL STREET, NORTH
 DE5637'MAIN STREET,
 DE5637'AND BRIDGE STREET IN FALLS CITY, GO SOUTHERLY AND WESTERLY ON BRIDGE
 DE5637'STREET FOR 1.42KM
 DE5637'(0.88 MI) TO THE CITY LIMIT.  AT THIS POINT THE ROAD NAME CHANGES TO
 DE5637'VALSETZ ROAD (COUNTY
 DE5637'ROAD 8610).  CONTINUE WEST ON VALSETZ ROAD FOR 1.37 KM (0.85 MI) TO A
 DE5637'WILLAMETTE INDUSTRIES
 DE5637'GATE.  AT THIS POINT THE ROAD NAME CHANGES TO THE VALSETZ MAINLINE.
 DE5637'CONTINUE WEST ON
 DE5637'THE VALSETZ  MAINLINE FOR 12.24 KM (7.6 MI) TO A V-INTERSECTION WITH
 DE5637'THE 1300  ROAD.  THE
 DE5637'STATION IS BETWEEN THE VALSETZ ROAD AND THE 1300 ROAD AND JUST WEST OF
 DE5637'WHERE THE
 DE5637'INTERSECTION SPLITS.
 DE5637' 
 DE5637'THE STATION IS A 7.6 CM (3 IN) POLK COUNTY GPS SURVEY MONUMENT BRASS
 DE5637'CAP SET IN THE TOP OF
 DE5637'A 35 CM (14 IN) ROUND CONCRETE POST  FLUSH WITH THE GROUND.   A
 DE5637'CARSONITE WITNESS POST
 DE5637'BEARS WEST 0.15 M (0.5 FT).
 DE5637' 
 DE5637'FOR ADDITIONAL INFORMATION ON HOW TO REACH THIS MONUMENT SEE THE POLK
 DE5637'COUNTY WEB
 DE5637'PAGE AT WWW.CO.POLK.OR.US/PUBLICWORKS/SURVEYS.HTM
 DE5637' 
 DE5637' 
 DE5637'
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0323 ***********************************************************************
 RB0323  DESIGNATION -  1641
 RB0323  PID         -  RB0323
 RB0323  STATE/COUNTY-  OR/UMATILLA
 RB0323  USGS QUAD   -  PILOT ROCK (1967)
 RB0323
 RB0323                         *CURRENT SURVEY CONTROL
 RB0323  ___________________________________________________________________
 RB0323* NAD 83(1986)-  45 28 54.     (N)    118 50 12.     (W)     SCALED    
 RB0323* NAVD 88     -       501.28   (+/-2cm)    1644.6    (feet)  VERTCON   
 RB0323  ___________________________________________________________________
 RB0323  GEOID HEIGHT-         -20.10  (meters)                     GEOID03
 RB0323  VERT ORDER  -  ? (See Below)
 RB0323
 RB0323.The horizontal coordinates were scaled from a topographic map and have
 RB0323.an estimated accuracy of +/- 6 seconds.
 RB0323
 RB0323.The NAVD 88 height was computed by applying the VERTCON shift value to
 RB0323.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RB0323.The vertical order pertains to the NGVD 29 superseded value.
 RB0323
 RB0323.The geoid height was determined by GEOID03.
 RB0323
 RB0323;                    North         East    Units  Estimated Accuracy
 RB0323;SPC OR N     -   203,030.    2,630,020.      MT  (+/- 180 meters Scaled)
 RB0323
 RB0323                          SUPERSEDED SURVEY CONTROL
 RB0323
 RB0323  NGVD 29 (??/??/92)  500.238  (m)         1641.20   (f) ADJ UNCH    ?  
 RB0323
 RB0323.Superseded values are not recommended for survey control.
 RB0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0323.See file dsdata.txt to determine how the superseded data were derived.
 RB0323
 RB0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL564381(NAD 83)
 RB0323_MARKER: R = RIVET
 RB0323_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RB0323_SP_SET: BRIDGE
 RB0323_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RB0323
 RB0323  HISTORY     - Date     Condition        Report By
 RB0323  HISTORY     - UNK      MONUMENTED       PG+E
 RB0323  HISTORY     - 1968     GOOD             NGS
 RB0323
 RB0323                          STATION DESCRIPTION
 RB0323
 RB0323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RB0323'IN PILOT ROCK.
 RB0323'AT PILOT ROCK, ONE BLOCK WEST OF U.S. HIGHWAY 395 AND 12 FEET SOUTH OF
 RB0323'THE CENTER OF S.W. SECOND STREET, THE TOP OF THE EASTERNMOST RIVET AT
 RB0323'THE SOUTHEAST CORNER OF THE BRIDGE OVER WEST BIRCH CREEK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0064 ***********************************************************************
 QD0064  DESIGNATION -  1648
 QD0064  PID         -  QD0064
 QD0064  STATE/COUNTY-  OR/WHEELER
 QD0064  USGS QUAD   -  CLARNO (1988)
 QD0064
 QD0064                         *CURRENT SURVEY CONTROL
 QD0064  ___________________________________________________________________
 QD0064* NAD 83(1986)-  44 54 49.     (N)    120 23 17.     (W)     SCALED    
 QD0064* NAVD 88     -       503.358  (meters)    1651.43   (feet)  ADJUSTED  
 QD0064  ___________________________________________________________________
 QD0064  GEOID HEIGHT-         -20.44  (meters)                     GEOID03
 QD0064  DYNAMIC HT  -         503.266 (meters)    1651.13  (feet)  COMP
 QD0064  MODELED GRAV-     980,419.3   (mgal)                       NAVD 88
 QD0064
 QD0064  VERT ORDER  -  FIRST     CLASS II
 QD0064
 QD0064.The horizontal coordinates were scaled from a topographic map and have
 QD0064.an estimated accuracy of +/- 6 seconds.
 QD0064
 QD0064.The orthometric height was determined by differential leveling
 QD0064.and adjusted in June 1991.
 QD0064
 QD0064.The geoid height was determined by GEOID03.
 QD0064
 QD0064.The dynamic height is computed by dividing the NAVD 88
 QD0064.geopotential number by the normal gravity value computed on the
 QD0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0064.degrees latitude (g = 980.6199 gals.).
 QD0064
 QD0064.The modeled gravity was interpolated from observed gravity values.
 QD0064
 QD0064;                    North         East    Units  Estimated Accuracy
 QD0064;SPC OR N     -   138,570.    2,508,840.      MT  (+/- 180 meters Scaled)
 QD0064
 QD0064                          SUPERSEDED SURVEY CONTROL
 QD0064
 QD0064  NGVD 29 (??/??/92)  502.277  (m)         1647.89   (f) ADJ UNCH    1 2
 QD0064
 QD0064.Superseded values are not recommended for survey control.
 QD0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0064.See file dsdata.txt to determine how the superseded data were derived.
 QD0064
 QD0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGQ061766(NAD 83)
 QD0064_MARKER: P = PIPE CAP
 QD0064_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QD0064_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QD0064_STAMPING: 1648 ORE 1914
 QD0064_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0064
 QD0064  HISTORY     - Date     Condition        Report By
 QD0064  HISTORY     - 1914     MONUMENTED       USGS
 QD0064  HISTORY     - 1942     GOOD             NGS
 QD0064
 QD0064                          STATION DESCRIPTION
 QD0064
 QD0064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 QD0064'4.6 MI E FROM CLARNO.
 QD0064'ALONG THE FOSSIL ROAD, 115 FEET SOUTHWEST OF AND ACROSS ROAD FROM
 QD0064'LOWER PINE CREEK SCHOOL, AT THE EAST SIDE OF COVE CREEK NEAR FENCE
 QD0064'LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0065 ***********************************************************************
 QD0065  DESIGNATION -  1648 RESET
 QD0065  PID         -  QD0065
 QD0065  STATE/COUNTY-  OR/WHEELER
 QD0065  USGS QUAD   -  CLARNO (1988)
 QD0065
 QD0065                         *CURRENT SURVEY CONTROL
 QD0065  ___________________________________________________________________
 QD0065* NAD 83(1986)-  44 54 49.     (N)    120 23 17.     (W)     SCALED    
 QD0065* NAVD 88     -       503.36   (+/-2cm)    1651.4    (feet)  VERTCON   
 QD0065  ___________________________________________________________________
 QD0065  GEOID HEIGHT-         -20.44  (meters)                     GEOID03
 QD0065  VERT ORDER  -  ? (See Below)
 QD0065
 QD0065.The horizontal coordinates were scaled from a topographic map and have
 QD0065.an estimated accuracy of +/- 6 seconds.
 QD0065
 QD0065.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD0065.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD0065.The vertical order pertains to the NGVD 29 superseded value.
 QD0065
 QD0065.The geoid height was determined by GEOID03.
 QD0065
 QD0065;                    North         East    Units  Estimated Accuracy
 QD0065;SPC OR N     -   138,570.    2,508,840.      MT  (+/- 180 meters Scaled)
 QD0065
 QD0065                          SUPERSEDED SURVEY CONTROL
 QD0065
 QD0065  NGVD 29 (??/??/92)  502.277  (m)         1647.89   (f) ADJ UNCH    ?  
 QD0065
 QD0065.Superseded values are not recommended for survey control.
 QD0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0065.See file dsdata.txt to determine how the superseded data were derived.
 QD0065
 QD0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGQ061766(NAD 83)
 QD0065_MARKER: P = PIPE CAP
 QD0065_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QD0065_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QD0065_STAMPING: 1648 1914 ORE RESET 1943
 QD0065_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0065
 QD0065  HISTORY     - Date     Condition        Report By
 QD0065  HISTORY     - 1943     MONUMENTED       USGS
 QD0065  HISTORY     - 1943     GOOD             NGS
 QD0065
 QD0065                          STATION DESCRIPTION
 QD0065
 QD0065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QD0065'4.6 MI E FROM CLARNO.
 QD0065'THIS MARK IS ABOUT 4.6 MILES EAST ALONG THE ANTELOPE-FOSSIL ROAD FROM
 QD0065'CLARNO, SET AT THE LOWER PINE CREEK SCHOOL, 115.5 FEET SOUTHWEST OF
 QD0065'THE SOUTHWEST CORNER OF THE SCHOOL, 53.0 FEET EAST OF THE EAST CORNER
 QD0065'OF A FARM BUILDING, 2.0 FEET SOUTH OF FENCE, 215.0 FEET SOUTHEAST OF
 QD0065'COVE CREEK, 37.0 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0623 ***********************************************************************
 RC0623  DESIGNATION -  165
 RC0623  PID         -  RC0623
 RC0623  STATE/COUNTY-  OR/WASCO
 RC0623  USGS QUAD   -  WISHRAM (1994)
 RC0623
 RC0623                         *CURRENT SURVEY CONTROL
 RC0623  ___________________________________________________________________
 RC0623* NAD 83(1986)-  45 38 02.     (N)    120 54 54.     (W)     SCALED    
 RC0623* NAVD 88     -        51.268  (meters)     168.20   (feet)  ADJUSTED  
 RC0623  ___________________________________________________________________
 RC0623  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 RC0623  DYNAMIC HT  -          51.267 (meters)     168.20  (feet)  COMP
 RC0623  MODELED GRAV-     980,597.3   (mgal)                       NAVD 88
 RC0623
 RC0623  VERT ORDER  -  FIRST     CLASS II
 RC0623
 RC0623.The horizontal coordinates were scaled from a topographic map and have
 RC0623.an estimated accuracy of +/- 6 seconds.
 RC0623
 RC0623.The orthometric height was determined by differential leveling
 RC0623.and adjusted in June 1991.
 RC0623
 RC0623.The geoid height was determined by GEOID03.
 RC0623
 RC0623.The dynamic height is computed by dividing the NAVD 88
 RC0623.geopotential number by the normal gravity value computed on the
 RC0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0623.degrees latitude (g = 980.6199 gals.).
 RC0623
 RC0623.The modeled gravity was interpolated from observed gravity values.
 RC0623
 RC0623;                    North         East    Units  Estimated Accuracy
 RC0623;SPC OR N     -   218,690.    2,467,640.      MT  (+/- 180 meters Scaled)
 RC0623
 RC0623                          SUPERSEDED SURVEY CONTROL
 RC0623
 RC0623  NGVD 29 (??/??/92)   50.271  (m)          164.93   (f) ADJ UNCH    1 2
 RC0623
 RC0623.Superseded values are not recommended for survey control.
 RC0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0623.See file dsdata.txt to determine how the superseded data were derived.
 RC0623
 RC0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR625554(NAD 83)
 RC0623_MARKER: Z = SEE DESCRIPTION
 RC0623_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RC0623_SP_SET: BRIDGE BANISTER
 RC0623_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RC0623
 RC0623  HISTORY     - Date     Condition        Report By
 RC0623  HISTORY     - UNK      MONUMENTED       ORDT
 RC0623  HISTORY     - 1946     GOOD             NGS
 RC0623
 RC0623                          STATION DESCRIPTION
 RC0623
 RC0623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RC0623'1.0 MI W FROM MILLER.
 RC0623'ALONG THE OREGON-WASHINGTON RAILROAD AND NAVIGATION CO. (UNION
 RC0623'PACIFIC) RAILROAD TRACK, 1.0 MILE WEST OF STATION AT MILLER, AT WEST
 RC0623'END OF CONCRETE BRIDGE OVER THE DESHUTES RIVER FOR U.S. HIGHWAY NO.
 RC0623'30, 12.0 FEET SOUTH OF CENTER OF HIGHWAY AND 0.8 FOOT NORTHEAST OF THE
 RC0623'SOUTHWEST END OF THE BASE OF THE CONCRETE BANISTER.  AN OREGON STATE
 RC0623'HIGHWAY DEPARTMENT 3/4 INCH SQUARE BRASS PLUG SET IN THE BASE OF THE
 RC0623'CONCRETE BANISTER FOR BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0864 ***********************************************************************
 RC0864  DESIGNATION -  167
 RC0864  PID         -  RC0864
 RC0864  STATE/COUNTY-  OR/WASCO
 RC0864  USGS QUAD   -  THE DALLES SOUTH (1994)
 RC0864
 RC0864                         *CURRENT SURVEY CONTROL
 RC0864  ___________________________________________________________________
 RC0864* NAD 83(1986)-  45 35 57.     (N)    121 11 17.     (W)     SCALED    
 RC0864* NAVD 88     -        52.063  (meters)     170.81   (feet)  ADJUSTED  
 RC0864  ___________________________________________________________________
 RC0864  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 RC0864  DYNAMIC HT  -          52.062 (meters)     170.81  (feet)  COMP
 RC0864  MODELED GRAV-     980,599.2   (mgal)                       NAVD 88
 RC0864
 RC0864  VERT ORDER  -  FIRST     CLASS II
 RC0864
 RC0864.The horizontal coordinates were scaled from a topographic map and have
 RC0864.an estimated accuracy of +/- 6 seconds.
 RC0864
 RC0864.The orthometric height was determined by differential leveling
 RC0864.and adjusted in June 1991.
 RC0864
 RC0864.The geoid height was determined by GEOID03.
 RC0864
 RC0864.The dynamic height is computed by dividing the NAVD 88
 RC0864.geopotential number by the normal gravity value computed on the
 RC0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0864.degrees latitude (g = 980.6199 gals.).
 RC0864
 RC0864.The modeled gravity was interpolated from observed gravity values.
 RC0864
 RC0864;                    North         East    Units  Estimated Accuracy
 RC0864;SPC OR N     -   214,970.    2,446,320.      MT  (+/- 180 meters Scaled)
 RC0864
 RC0864                          SUPERSEDED SURVEY CONTROL
 RC0864
 RC0864  NGVD 29 (??/??/92)   51.065  (m)          167.54   (f) ADJ UNCH    1 2
 RC0864
 RC0864.Superseded values are not recommended for survey control.
 RC0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0864.See file dsdata.txt to determine how the superseded data were derived.
 RC0864
 RC0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR413511(NAD 83)
 RC0864_MARKER: B = BOLT
 RC0864_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RC0864_SP_SET: SIDEWALK
 RC0864_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC0864
 RC0864  HISTORY     - Date     Condition        Report By
 RC0864  HISTORY     - UNK      MONUMENTED       LOCENG
 RC0864  HISTORY     - 1942     GOOD             NGS
 RC0864  HISTORY     - 1987     GOOD             USPSQD
 RC0864  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 RC0864
 RC0864                          STATION DESCRIPTION
 RC0864
 RC0864'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 RC0864'IN THE DALLES.
 RC0864'SOUTH WEST CORNER OF SEVENTH AND UNION STREETS.  IN CONCRETE WALK
 RC0864'ABOUT 2 FEET INSIDE CURVE OF CURB.
 RC0864
 RC0864                          STATION RECOVERY (1987)
 RC0864
 RC0864'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWE)
 RC0864'RECOVERED IN GOOD CONDITION.
 RC0864
 RC0864                          STATION RECOVERY (1989)
 RC0864
 RC0864'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RC0864'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 DE5638 ***********************************************************************
 DE5638  DESIGNATION -  167
 DE5638  PID         -  DE5638
 DE5638  STATE/COUNTY-  OR/LINCOLN
 DE5638  USGS QUAD   -  VALSETZ (1974)
 DE5638
 DE5638                         *CURRENT SURVEY CONTROL
 DE5638  ___________________________________________________________________
 DE5638* NAD 83(2007)-  44 48 41.41091(N)    123 43 47.35728(W)     ADJUSTED  
 DE5638* NAVD 88     -       590.9    (meters)    1939.     (feet)  GPS OBS   
 DE5638  ___________________________________________________________________
 DE5638  EPOCH DATE  -        2007.00
 DE5638  X           -  -2,516,951.557 (meters)                     COMP
 DE5638  Y           -  -3,769,757.583 (meters)                     COMP
 DE5638  Z           -   4,472,912.996 (meters)                     COMP
 DE5638  LAPLACE CORR-           8.20  (seconds)                    DEFLEC99
 DE5638  ELLIP HEIGHT-         569.195 (meters)          (02/10/07) ADJUSTED
 DE5638  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 DE5638
 DE5638  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE5638  Type    PID    Designation                      North   East  Ellip
 DE5638  -------------------------------------------------------------------
 DE5638  NETWORK DE5638 167                               1.31   1.18   1.51
 DE5638  -------------------------------------------------------------------
 DE5638
 DE5638.The horizontal coordinates were established by GPS observations
 DE5638.and adjusted by the National Geodetic Survey in February 2007.
 DE5638
 DE5638.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE5638.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE5638.The horizontal coordinates are valid at the epoch date displayed above.
 DE5638.The epoch date for horizontal control is a decimal equivalence
 DE5638.of Year/Month/Day.
 DE5638
 DE5638.The orthometric height was determined by GPS observations and a
 DE5638.high-resolution geoid model.
 DE5638
 DE5638.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5638
 DE5638.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE5638
 DE5638.The ellipsoidal height was determined by GPS observations
 DE5638.and is referenced to NAD 83.
 DE5638
 DE5638.The geoid height was determined by GEOID03.
 DE5638
 DE5638;                    North         East     Units Scale Factor Converg.
 DE5638;SPC OR N     -   132,321.852 2,244,595.233   MT  0.99991391   -2 17 26.0
 DE5638;SPC OR N     -   434,126.81  7,364,157.59   iFT  0.99991391   -2 17 26.0
 DE5638;UTM  10      - 4,962,270.167   442,290.603   MT  0.99964095   -0 30 51.8
 DE5638
 DE5638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5638!SPC OR N     -   0.99991076  x   0.99991391  =   0.99982468
 DE5638!UTM  10      -   0.99991076  x   0.99964095  =   0.99955175
 DE5638
 DE5638                          SUPERSEDED SURVEY CONTROL
 DE5638
 DE5638  NAD 83(1998)-  44 48 41.40829(N)    123 43 47.36008(W) AD(       ) B
 DE5638  ELLIP H (06/19/02)  569.202  (m)                       GP(       ) 4 1
 DE5638
 DE5638.Superseded values are not recommended for survey control.
 DE5638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE5638.See file dsdata.txt to determine how the superseded data were derived.
 DE5638
 DE5638_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ4229162270(NAD 83)
 DE5638_MARKER: DD = SURVEY DISK
 DE5638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE5638_STAMPING: 167 1994
 DE5638_MARK LOGO: OR-053
 DE5638_PROJECTION: FLUSH
 DE5638_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE5638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE5638+STABILITY: SURFACE MOTION
 DE5638_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5638+SATELLITE: SATELLITE OBSERVATIONS - August 01, 1994
 DE5638
 DE5638  HISTORY     - Date     Condition        Report By
 DE5638  HISTORY     - 19940801 MONUMENTED       OR-053
 DE5638
 DE5638                          STATION DESCRIPTION
 DE5638
 DE5638'DESCRIBED BY POLK COUNTY OREGON 1994 (JDN)
 DE5638'THE STATION IS LOCATEDE IN LINCOLN COUNTY, ABOUT 23.7 KM (14.7 MI)
 DE5638'SOUTHEAST OF FALLS CITY
 DE5638'AND 39.8 KM (24.7 MI) WEST-SOUTHWEST OF MONMOUTH, IN THE NORTHEAST 1/4
 DE5638'OF SECTION 12 T9S
 DE5638'R9W, WILLAMETTE MERIDIAN.  OWNERSHIP-- THE STATION IS ON
 DE5638'GEORGIA-PACFIC LAND (541-336-2211).
 DE5638' TO ACCESS THE STATION WILLAMETTE INDUSTRIES LAND (503-623-2351) AND
 DE5638'BOISE CASCADE LAND
 DE5638'(503-838-1610) MUST BE CROSSED.
 DE5638' 
 DE5638'TO REACH THE STATION FROM THE INTERSECTION OF MITCHELL STREET, NORTH
 DE5638'MAIN STREET,
 DE5638'AND BRIDGE STREET IN FALLS CITY, GO SOUTHERLY AND WESTERLY ON BRIDGE
 DE5638'STREET FOR 1.42 KM
 DE5638'(0.88 MI) TO THE CITY LIMIT.  AT THIS POINT THE ROAD NAME CHANGES TO
 DE5638'VALSETZ ROAD (COUNTY
 DE5638'ROAD 8610). CONTINUE WEST ON VALSETZ ROAD FOR 1.37 KM (0.85 MI) TO A
 DE5638'WILLAMETTE INDUSTRIES
 DE5638'GATE.  AT THIS POINT THE ROAD NAME CHANGES TO THE VALSETZ MAINLINE.
 DE5638'CONTINUE WEST ON
 DE5638'THE VALSETZ  MAINLINE FOR 20.9 KM (13 MI) TO AN INTERSECTION TO THE
 DE5638'SOUTH. THIS INTERSECTION
 DE5638'IS JUST EAST OF THE GATE AT THE ENTRANCE TO THE FORMER CITY OF
 DE5638'VALSETZ. TURN LEFT, SOUTH
 DE5638'(YOU WILL CROSS A BRIDGE), ON THE ROAD FOR 0.24 KM (0.15 MI) TO THE
 DE5638'INTERSECTION OF AN EAST
 DE5638'TO WEST ROAD.  TURN RIGHT, WESTERLY AROUND THE OLD LAKE SITE, ON THE
 DE5638'ROAD FOR 5.40 KM
 DE5638'(3.35 MI) TO THE INTERSECTION OF THE 400 ROAD. TURN LEFT, SOUTHERLY,
 DE5638'ON THE 400 ROAD FOR
 DE5638'9.58 KM (5.95 MI) TO AN INTERSECTION AT CAMP RUSSELL. TURN RIGHT,
 DE5638'WEST, ON THE ROAD FOR 2.18
 DE5638'KM (1.35 MI), PASSING THROUGH TWO GATES, TO THE INTERSECTION OF A ROAD
 DE5638'TO THE NORTHWEST.
 DE5638' TURN RIGHT, NORTHWEST, ON THE ROAD FOR 0.40 KM (0.25 MI) TO AN
 DE5638'INTERSECTION.  TURN RIGHT,
 DE5638'GO THROUGH A GATE AND FOLLOW THE ROAD FOR 3.7 KM (2.3 MI) UP AND
 DE5638'AROUND A PROMONTORY.
 DE5638'THE STATION IS ON TOP OF THIS PROMENTORY AND AT THE MOST SOUTHERLY LOG
 DE5638'LANDING THAT IS
 DE5638'CURRENTLY ACCESSIBLE.  THE USE OF YOUR GPS EQUIPMENT TO NAVIGATE TO
 DE5638'THIS POINT MAY BE
 DE5638'REQUIRED ONCE YOU APPROACH THE SOUTH END OF THE PROMONTORY.
 DE5638' 
 DE5638'THE STATION IS A 7.6 CM (3 IN) POLK COUNTY GPS SURVEY MONUMENT BRASS
 DE5638'CAP SET IN THE TOP OF
 DE5638'A 35 CM (14 IN) ROUND CONCRETE POST FLUSH WITH THE GROUND. IT IS 9.14
 DE5638'M (30.0 FT)
 DE5638'EAST-NORTHEAST FROM A 48 INCH FIR STUMP WITH WITNESS TAG, AND 0.3 M
 DE5638'(1.0 FT) EAST FROM A
 DE5638'CARSONITE WITNESS POST.
 DE5638' 
 DE5638'FOR ADDITIONAL INFORMATION ON HOW TO REACH THIS MONUMENT SEE THE POLK
 DE5638'COUNTY WEB
 DE5638'PAGE AT WWW.CO.POLK.OR.US/PUBLICWORKS/SURVEYS.HTM
 DE5638' 
 DE5638' 
 DE5638'
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0245 ***********************************************************************
 PB0245  DESIGNATION -  168
 PB0245  PID         -  PB0245
 PB0245  STATE/COUNTY-  OR/DESCHUTES
 PB0245  USGS QUAD   -  FINLEY BUTTE (1981)
 PB0245
 PB0245                         *CURRENT SURVEY CONTROL
 PB0245  ___________________________________________________________________
 PB0245* NAD 83(1986)-  43 42 11.     (N)    121 29 42.     (W)     SCALED    
 PB0245* NAVD 88     -      1287.27   (+/-2cm)    4223.3    (feet)  VERTCON   
 PB0245  ___________________________________________________________________
 PB0245  GEOID HEIGHT-         -20.93  (meters)                     GEOID03
 PB0245  VERT ORDER  -  ? (See Below)
 PB0245
 PB0245.The horizontal coordinates were scaled from a topographic map and have
 PB0245.an estimated accuracy of +/- 6 seconds.
 PB0245
 PB0245.The NAVD 88 height was computed by applying the VERTCON shift value to
 PB0245.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PB0245.The vertical order pertains to the NGVD 29 superseded value.
 PB0245
 PB0245.The geoid height was determined by GEOID03.
 PB0245
 PB0245;                    North         East    Units  Estimated Accuracy
 PB0245;SPC OR S     -   226,690.    1,419,810.      MT  (+/- 180 meters Scaled)
 PB0245
 PB0245                          SUPERSEDED SURVEY CONTROL
 PB0245
 PB0245  NGVD 29 (??/??/92) 1286.040  (m)         4219.28   (f) ADJ UNCH    ?  
 PB0245
 PB0245.Superseded values are not recommended for survey control.
 PB0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0245.See file dsdata.txt to determine how the superseded data were derived.
 PB0245
 PB0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP212399(NAD 83)
 PB0245_MARKER: N = NAIL
 PB0245_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PB0245_SP_SET: TREE ROOT
 PB0245_STAMPING: 4220 168
 PB0245_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PB0245
 PB0245  HISTORY     - Date     Condition        Report By
 PB0245  HISTORY     - UNK      MONUMENTED       USGS
 PB0245  HISTORY     - 1934     GOOD             NGS
 PB0245  HISTORY     - 19860916 GOOD             USPSQD
 PB0245
 PB0245                          STATION DESCRIPTION
 PB0245
 PB0245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PB0245'2.3 MI NE FROM LAPINE.
 PB0245'2.3 MILES NORTHEAST ALONG THE OLD RIVER ROAD FROM LAPINE, DESCHUTES
 PB0245'COUNTY, 0.1 MILE SOUTHWEST OF ITS INTERSECTION WITH THE PRINGLE FALLS
 PB0245'ROAD, AT THE EAST EDGE OF THE ROAD, A 20 INCH PINE TREE WITH A
 PB0245'TRIANGULAR BLAZE BEARING AN ALUMINUM TAG STAMPED 4220 168.  3 FEET
 PB0245'BELOW THE BLAZE ON A ROOT, THE HEAD OF A NAIL.
 PB0245
 PB0245                          STATION RECOVERY (1986)
 PB0245
 PB0245'RECOVERY NOTE BY US POWER SQUADRON 1986 (RCC)
 PB0245'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0440 ***********************************************************************
 QD0440  DESIGNATION -  1686 RESET
 QD0440  PID         -  QD0440
 QD0440  STATE/COUNTY-  OR/JEFFERSON
 QD0440  USGS QUAD   -  WILLOWDALE (1987)
 QD0440
 QD0440                         *CURRENT SURVEY CONTROL
 QD0440  ___________________________________________________________________
 QD0440* NAD 83(1986)-  44 47 12.     (N)    120 57 33.     (W)     SCALED    
 QD0440* NAVD 88     -       522.554  (meters)    1714.41   (feet)  ADJUSTED  
 QD0440  ___________________________________________________________________
 QD0440  GEOID HEIGHT-         -21.11  (meters)                     GEOID03
 QD0440  DYNAMIC HT  -         522.442 (meters)    1714.05  (feet)  COMP
 QD0440  MODELED GRAV-     980,388.5   (mgal)                       NAVD 88
 QD0440
 QD0440  VERT ORDER  -  FIRST     CLASS II
 QD0440
 QD0440.The horizontal coordinates were scaled from a topographic map and have
 QD0440.an estimated accuracy of +/- 6 seconds.
 QD0440
 QD0440.The orthometric height was determined by differential leveling
 QD0440.and adjusted in June 1991.
 QD0440
 QD0440.The geoid height was determined by GEOID03.
 QD0440
 QD0440.The dynamic height is computed by dividing the NAVD 88
 QD0440.geopotential number by the normal gravity value computed on the
 QD0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0440.degrees latitude (g = 980.6199 gals.).
 QD0440
 QD0440.The modeled gravity was interpolated from observed gravity values.
 QD0440
 QD0440;                    North         East    Units  Estimated Accuracy
 QD0440;SPC OR N     -   124,560.    2,463,670.      MT  (+/- 180 meters Scaled)
 QD0440
 QD0440                          SUPERSEDED SURVEY CONTROL
 QD0440
 QD0440  NGVD 29 (??/??/92)  521.485  (m)         1710.91   (f) ADJ UNCH    1 2
 QD0440
 QD0440.Superseded values are not recommended for survey control.
 QD0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0440.See file dsdata.txt to determine how the superseded data were derived.
 QD0440
 QD0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ614612(NAD 83)
 QD0440_MARKER: P = PIPE CAP
 QD0440_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QD0440_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QD0440_STAMPING: 1710.263 H 1904
 QD0440_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0440
 QD0440  HISTORY     - Date     Condition        Report By
 QD0440  HISTORY     - 1904     MONUMENTED       USGS
 QD0440  HISTORY     - 1936     GOOD             NGS
 QD0440  HISTORY     - 1962     MARK NOT FOUND   NGS
 QD0440
 QD0440                          STATION DESCRIPTION
 QD0440
 QD0440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 QD0440'1.8 MI SW FROM WILLOWDALE.
 QD0440'1.8 MILES SOUTHWEST OF WILLOWDALE POST OFFICE. 58 FEET NORTH OF PRIDAY
 QD0440'RANCH HOUSE.  45 FEET SOUTH OF CENTER LINE OF U.S. HIGHWAY 97. 20 FEET
 QD0440'EAST OF GATE IN YARD FENCE.  7 FEET NORTH OF PICKET FENCE AROUND YARD.
 QD0440'4 FEET ABOVE LEVEL OF HIGHWAY.
 QD0440
 QD0440                          STATION RECOVERY (1962)
 QD0440
 QD0440'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 QD0440'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0439 ***********************************************************************
 QD0439  DESIGNATION -  1697
 QD0439  PID         -  QD0439
 QD0439  STATE/COUNTY-  OR/JEFFERSON
 QD0439  USGS QUAD   -  WILLOWDALE (1987)
 QD0439
 QD0439                         *CURRENT SURVEY CONTROL
 QD0439  ___________________________________________________________________
 QD0439* NAD 83(1986)-  44 47 12.     (N)    120 57 34.     (W)     SCALED    
 QD0439* NAVD 88     -       518.498  (meters)    1701.11   (feet)  ADJUSTED  
 QD0439  ___________________________________________________________________
 QD0439  GEOID HEIGHT-         -21.11  (meters)                     GEOID03
 QD0439  DYNAMIC HT  -         518.388 (meters)    1700.74  (feet)  COMP
 QD0439  MODELED GRAV-     980,388.3   (mgal)                       NAVD 88
 QD0439
 QD0439  VERT ORDER  -  FIRST     CLASS II
 QD0439
 QD0439.The horizontal coordinates were scaled from a topographic map and have
 QD0439.an estimated accuracy of +/- 6 seconds.
 QD0439
 QD0439.The orthometric height was determined by differential leveling
 QD0439.and adjusted in June 1991.
 QD0439
 QD0439.The geoid height was determined by GEOID03.
 QD0439
 QD0439.The dynamic height is computed by dividing the NAVD 88
 QD0439.geopotential number by the normal gravity value computed on the
 QD0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0439.degrees latitude (g = 980.6199 gals.).
 QD0439
 QD0439.The modeled gravity was interpolated from observed gravity values.
 QD0439
 QD0439;                    North         East    Units  Estimated Accuracy
 QD0439;SPC OR N     -   124,560.    2,463,640.      MT  (+/- 180 meters Scaled)
 QD0439
 QD0439                          SUPERSEDED SURVEY CONTROL
 QD0439
 QD0439  NGVD 29 (??/??/92)  517.429  (m)         1697.60   (f) ADJ UNCH    1 2
 QD0439
 QD0439.Superseded values are not recommended for survey control.
 QD0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0439.See file dsdata.txt to determine how the superseded data were derived.
 QD0439
 QD0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ614612(NAD 83)
 QD0439_MARKER: DD = SURVEY DISK
 QD0439_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QD0439_SP_SET: CULVERT
 QD0439_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0439
 QD0439  HISTORY     - Date     Condition        Report By
 QD0439  HISTORY     - UNK      MONUMENTED       ORGS
 QD0439  HISTORY     - 1936     GOOD             NGS
 QD0439  HISTORY     - 1962     MARK NOT FOUND   NGS
 QD0439
 QD0439                          STATION DESCRIPTION
 QD0439
 QD0439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 QD0439'1.8 MI SW FROM WILLOWDALE.
 QD0439'1.8 MILES SOUTHWEST OF WILLOWDALE POST OFFICE ALONG U.S. HIGHWAY 97.
 QD0439'200 FEET NORTHEAST OF PRIDAY RANCH HOUSE.  ON SOUTHWEST END OF
 QD0439'SOUTHEAST CONCRETE HEADWALL OF CULVERT.
 QD0439
 QD0439                          STATION RECOVERY (1962)
 QD0439
 QD0439'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 QD0439'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0157 ***********************************************************************
 QD0157  DESIGNATION -  1699
 QD0157  PID         -  QD0157
 QD0157  STATE/COUNTY-  OR/WHEELER
 QD0157  USGS QUAD   -  PAINTED HILLS (1968)
 QD0157
 QD0157                         *CURRENT SURVEY CONTROL
 QD0157  ___________________________________________________________________
 QD0157* NAD 83(1986)-  44 42 28.     (N)    120 17 40.     (W)     SCALED    
 QD0157* NAVD 88     -       518.908  (meters)    1702.45   (feet)  ADJUSTED  
 QD0157  ___________________________________________________________________
 QD0157  GEOID HEIGHT-         -20.42  (meters)                     GEOID03
 QD0157  DYNAMIC HT  -         518.777 (meters)    1702.02  (feet)  COMP
 QD0157  MODELED GRAV-     980,350.0   (mgal)                       NAVD 88
 QD0157
 QD0157  VERT ORDER  -  FIRST     CLASS II
 QD0157
 QD0157.The horizontal coordinates were scaled from a topographic map and have
 QD0157.an estimated accuracy of +/- 6 seconds.
 QD0157
 QD0157.The orthometric height was determined by differential leveling
 QD0157.and adjusted in June 1991.
 QD0157
 QD0157.The geoid height was determined by GEOID03.
 QD0157
 QD0157.The dynamic height is computed by dividing the NAVD 88
 QD0157.geopotential number by the normal gravity value computed on the
 QD0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0157.degrees latitude (g = 980.6199 gals.).
 QD0157
 QD0157.The modeled gravity was interpolated from observed gravity values.
 QD0157
 QD0157;                    North         East    Units  Estimated Accuracy
 QD0157;SPC OR N     -   115,710.    2,516,290.      MT  (+/- 180 meters Scaled)
 QD0157
 QD0157                          SUPERSEDED SURVEY CONTROL
 QD0157
 QD0157  NGVD 29 (??/??/92)  517.794  (m)         1698.80   (f) ADJ UNCH    1 2
 QD0157
 QD0157.Superseded values are not recommended for survey control.
 QD0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0157.See file dsdata.txt to determine how the superseded data were derived.
 QD0157
 QD0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGQ143540(NAD 83)
 QD0157_MARKER: DD = SURVEY DISK
 QD0157_SETTING: 66 = SET IN ROCK OUTCROP
 QD0157_SP_SET: ROCK
 QD0157_STAMPING: 1699 1915
 QD0157_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QD0157+STABILITY: POSITION/ELEVATION WELL
 QD0157
 QD0157  HISTORY     - Date     Condition        Report By
 QD0157  HISTORY     - 1915     MONUMENTED       USGS
 QD0157  HISTORY     - 1936     GOOD             NGS
 QD0157  HISTORY     - 1987     MARK NOT FOUND   NGS
 QD0157
 QD0157                          STATION DESCRIPTION
 QD0157
 QD0157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 QD0157'14.3 MI NW FROM MITCHELL.
 QD0157'14.3 MILES NORTHWEST OF MITCHELL POST OFFICE ABOUT 2.85 MILES UP
 QD0157'BRIDGE CREEK FROM MOUTH AT JOHN DAY RIVER.  ABOUT 1200 FEET NORTHWEST
 QD0157'OF JAYBIRD RANCH HOUSE.  ON ROCKY POINT, SET ON LARGE FLAT ROCK, 26
 QD0157'FEET SOUTHWEST OF CENTER LINE OF MITCHELL-ANTELOPE ROAD.
 QD0157
 QD0157                          STATION RECOVERY (1987)
 QD0157
 QD0157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QD0157'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC0508 ***********************************************************************
 SC0508  TIDAL BM    -  This is a Tidal Bench Mark.
 SC0508  DESIGNATION -  17
 SC0508  PID         -  SC0508
 SC0508  STATE/COUNTY-  OR/CLATSOP
 SC0508  USGS QUAD   -  ASTORIA (1984)
 SC0508
 SC0508                         *CURRENT SURVEY CONTROL
 SC0508  ___________________________________________________________________
 SC0508* NAD 83(1986)-  46 10 19.     (N)    123 50 38.     (W)     SCALED    
 SC0508* NAVD 88     -         5.293  (meters)      17.37   (feet)  ADJUSTED  
 SC0508  ___________________________________________________________________
 SC0508  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 SC0508  DYNAMIC HT  -           5.293 (meters)      17.37  (feet)  COMP
 SC0508  MODELED GRAV-     980,714.0   (mgal)                       NAVD 88
 SC0508
 SC0508  VERT ORDER  -  FIRST     CLASS II
 SC0508
 SC0508.The horizontal coordinates were scaled from a topographic map and have
 SC0508.an estimated accuracy of +/- 6 seconds.
 SC0508
 SC0508.The orthometric height was determined by differential leveling
 SC0508.and adjusted in June 1991.
 SC0508
 SC0508.This Tidal Bench Mark is designated as VM 8884
 SC0508.by the Center for Operational Oceanographic Products and Services.
 SC0508
 SC0508.The geoid height was determined by GEOID03.
 SC0508
 SC0508.The dynamic height is computed by dividing the NAVD 88
 SC0508.geopotential number by the normal gravity value computed on the
 SC0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0508.degrees latitude (g = 980.6199 gals.).
 SC0508
 SC0508.The modeled gravity was interpolated from observed gravity values.
 SC0508
 SC0508;                    North         East    Units  Estimated Accuracy
 SC0508;SPC OR N     -   283,750.    2,241,840.      MT  (+/- 180 meters Scaled)
 SC0508
 SC0508                          SUPERSEDED SURVEY CONTROL
 SC0508
 SC0508  NGVD 29 (??/??/92)    4.220  (m)           13.85   (f) ADJ UNCH    1 2
 SC0508
 SC0508.Superseded values are not recommended for survey control.
 SC0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0508.See file dsdata.txt to determine how the superseded data were derived.
 SC0508
 SC0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS348134(NAD 83)
 SC0508_MARKER: B = BOLT
 SC0508_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 SC0508_SP_SET: RETAINING WALL
 SC0508_MARK LOGO: PP+L  
 SC0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0508+STABILITY: SURFACE MOTION
 SC0508
 SC0508  HISTORY     - Date     Condition        Report By
 SC0508  HISTORY     - UNK      MONUMENTED       PP+L
 SC0508  HISTORY     - 1931     GOOD             ORDT
 SC0508  HISTORY     - 1945     GOOD             NGS
 SC0508  HISTORY     - 1985     GOOD             USPSQD
 SC0508  HISTORY     - 1987     GOOD             NGS
 SC0508  HISTORY     - 20010811 MARK NOT FOUND   USPSQD
 SC0508
 SC0508                          STATION DESCRIPTION
 SC0508
 SC0508'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1931
 SC0508'IN ASTORIA.
 SC0508'AT ASTORIA, CLATSOP COUNTY, AT THE PACIFIC POWER AND LIGHT COMPANY
 SC0508'PLANT, ON THE TOP OF THE CONDENSER INTAKE AT THE FOOT OF THE STEEL
 SC0508'SUPPORT OF THE SCREEN LIFTER AND TIDE GAUGE, NEAR B.M. 17.16 AND AN
 SC0508'ARROW IN CONCRETE.  THE TOP END OF AN IRON BOLT WHICH MAY BE REACHED
 SC0508'THROUGH A SQUARE OPENING IN THE PLANKING.
 SC0508
 SC0508                          STATION RECOVERY (1945)
 SC0508
 SC0508'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 SC0508'RECOVERED IN GOOD CONDITION.
 SC0508
 SC0508                          STATION RECOVERY (1985)
 SC0508
 SC0508'RECOVERY NOTE BY US POWER SQUADRON 1985
 SC0508'PLANKS ARE DETERIORATING--BOLT HAS RUSTED AND CORRORDED.
 SC0508
 SC0508                          STATION RECOVERY (1987)
 SC0508
 SC0508'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SC0508'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  2.0 KM (1.25
 SC0508'MI) SOUTHERLY ALONG U.S. HIGHWAY 101 BUSINESS FROM ITS JUNCTION WITH
 SC0508'U.S. HIGHWAY 101 IN ASTORIA, THENCE 0.1 KM (0.05 MI) SOUTH ALONG THE
 SC0508'ENTRANCE ROAD TO THE ABANDONED PACIFIC POWER AND LIGHT COMPANY
 SC0508'GENERATOR BUILDING, THENCE 0.1 KM (0.05 MI) WEST ALONG A GRAVELED
 SC0508'ROAD, A BOLT IN THE TOP OF THE RETAINING WALL OF THE OLD CONDENSER
 SC0508'INTAKE OF THE BUILDING, 59.3 M (194.6 FT) SOUTH OF THE CENTER OF THE
 SC0508'ROAD, 10.8 M (35.4 FT) SOUTHWEST OF THE SOUTHEAST CORNER OF THE
 SC0508'BUILDING, 3.4 M (11.2 FT) SOUTH OF THE SOUTH FACE OF THE BUILDING,
 SC0508'AND 1.7 M (5.6 FT) NORTH OF BENCH MARK P 1 PPL.
 SC0508'THE MARK IS 0.7 M ABOVE THE GROUND.
 SC0508
 SC0508                          STATION RECOVERY (2001)
 SC0508
 SC0508'RECOVERY NOTE BY US POWER SQUADRON 2001 (GAN)
 SC0508'BUILDING HAS BEEN DESTROYED.  STATION SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0167 ***********************************************************************
 PB0167  DESIGNATION -  17
 PB0167  PID         -  PB0167
 PB0167  STATE/COUNTY-  OR/DESCHUTES
 PB0167  USGS QUAD   -  HORSE RIDGE (1981)
 PB0167
 PB0167                         *CURRENT SURVEY CONTROL
 PB0167  ___________________________________________________________________
 PB0167* NAD 83(1986)-  43 56 05.     (N)    121 01 08.     (W)     SCALED    
 PB0167* NAVD 88     -      1155.413  (meters)    3790.72   (feet)  ADJUSTED  
 PB0167  ___________________________________________________________________
 PB0167  GEOID HEIGHT-         -20.55  (meters)                     GEOID03
 PB0167  DYNAMIC HT  -        1154.917 (meters)    3789.09  (feet)  COMP
 PB0167  MODELED GRAV-     980,149.4   (mgal)                       NAVD 88
 PB0167
 PB0167  VERT ORDER  -  FIRST     CLASS II
 PB0167
 PB0167.The horizontal coordinates were scaled from a topographic map and have
 PB0167.an estimated accuracy of +/- 6 seconds.
 PB0167
 PB0167.The orthometric height was determined by differential leveling
 PB0167.and adjusted in June 1991.
 PB0167
 PB0167.The geoid height was determined by GEOID03.
 PB0167
 PB0167.The dynamic height is computed by dividing the NAVD 88
 PB0167.geopotential number by the normal gravity value computed on the
 PB0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0167.degrees latitude (g = 980.6199 gals.).
 PB0167
 PB0167.The modeled gravity was interpolated from observed gravity values.
 PB0167
 PB0167;                    North         East    Units  Estimated Accuracy
 PB0167;SPC OR S     -   252,080.    1,458,340.      MT  (+/- 180 meters Scaled)
 PB0167
 PB0167                          SUPERSEDED SURVEY CONTROL
 PB0167
 PB0167  NGVD 29 (??/??/92) 1154.227  (m)         3786.83   (f) ADJ UNCH    1 2
 PB0167
 PB0167.Superseded values are not recommended for survey control.
 PB0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0167.See file dsdata.txt to determine how the superseded data were derived.
 PB0167
 PB0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP590665(NAD 83)
 PB0167_MARKER: DD = SURVEY DISK
 PB0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0167_STAMPING: 17 1927 3787
 PB0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0167+STABILITY: SURFACE MOTION
 PB0167
 PB0167  HISTORY     - Date     Condition        Report By
 PB0167  HISTORY     - 1927     MONUMENTED       ORDT
 PB0167  HISTORY     - 1943     GOOD             NGS
 PB0167
 PB0167                          STATION DESCRIPTION
 PB0167
 PB0167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PB0167'7.3 MI NW FROM MILLICAN.
 PB0167'THIS MARK IS ABOUT 7.3 MILES NORTHWEST ALONG U.S. HIGHWAY 20 FROM THE
 PB0167'POST OFFICE AT MILLICAN, DESCHUTES COUNTY, SET ON THE OUTSIDE OF A
 PB0167'CURVE AS THE HIGHWAY PASSES THROUGH A SMALL ROCK CUT, ON THE NORTH
 PB0167'SLOPE OF A HILL IN THE TOP OF A ROCK, 84.0 FEET NORTH OF THE CENTER
 PB0167'LINE OF THE HIGHWAY, 2.0 FEET NORTH OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0263 ***********************************************************************
 PB0263  DESIGNATION -  17
 PB0263  PID         -  PB0263
 PB0263  STATE/COUNTY-  OR/KLAMATH
 PB0263  USGS QUAD   -  BIG HOLE (1982)
 PB0263
 PB0263                         *CURRENT SURVEY CONTROL
 PB0263  ___________________________________________________________________
 PB0263* NAD 83(1986)-  43 27 01.     (N)    121 21 39.     (W)     SCALED    
 PB0263* NAVD 88     -      1439.799  (meters)    4723.74   (feet)  ADJUSTED  
 PB0263  ___________________________________________________________________
 PB0263  GEOID HEIGHT-         -20.87  (meters)                     GEOID03
 PB0263  DYNAMIC HT  -        1439.033 (meters)    4721.23  (feet)  COMP
 PB0263  MODELED GRAV-     980,037.3   (mgal)                       NAVD 88
 PB0263
 PB0263  VERT ORDER  -  SECOND    CLASS 0
 PB0263
 PB0263.The horizontal coordinates were scaled from a topographic map and have
 PB0263.an estimated accuracy of +/- 6 seconds.
 PB0263
 PB0263.The orthometric height was determined by differential leveling
 PB0263.and adjusted in June 1991.
 PB0263
 PB0263.The geoid height was determined by GEOID03.
 PB0263
 PB0263.The dynamic height is computed by dividing the NAVD 88
 PB0263.geopotential number by the normal gravity value computed on the
 PB0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0263.degrees latitude (g = 980.6199 gals.).
 PB0263
 PB0263.The modeled gravity was interpolated from observed gravity values.
 PB0263
 PB0263;                    North         East    Units  Estimated Accuracy
 PB0263;SPC OR S     -   198,490.    1,430,330.      MT  (+/- 180 meters Scaled)
 PB0263
 PB0263                          SUPERSEDED SURVEY CONTROL
 PB0263
 PB0263  NGVD 29 (??/??/92) 1438.523  (m)         4719.55   (f) ADJ UNCH    2 0
 PB0263
 PB0263.Superseded values are not recommended for survey control.
 PB0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0263.See file dsdata.txt to determine how the superseded data were derived.
 PB0263
 PB0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP326121(NAD 83)
 PB0263_MARKER: DD = SURVEY DISK
 PB0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0263_STAMPING: 4719 17 1929
 PB0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0263+STABILITY: SURFACE MOTION
 PB0263
 PB0263  HISTORY     - Date     Condition        Report By
 PB0263  HISTORY     - 1929     MONUMENTED       BPR
 PB0263  HISTORY     - 1931     GOOD             NGS
 PB0263  HISTORY     - 1977     MARK NOT FOUND   NGS
 PB0263  HISTORY     - 19860916 MARK NOT FOUND   USPSQD
 PB0263
 PB0263                          STATION DESCRIPTION
 PB0263
 PB0263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 PB0263'18.8 MI SE FROM LAPINE.
 PB0263'IN KLAMATH COUNTY, ABOUT 18.8 MILES SOUTHEAST ALONG THE FREMONT
 PB0263'HIGHWAY (OREGON 31) FROM LAPINE, DESCHUTES COUNTY, ABOUT 0.1 MILE WEST
 PB0263'OF THE OLD SUMMIT STAGE STATION, ABOUT 180 FEET WEST OF BENCH MARK 18
 PB0263'(U.S.B.P.R.), DESCRIBED BELOW, AND 36 FEET SOUTH OF THE CENTER LINE OF
 PB0263'THE HIGHWAY.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK,
 PB0263'STAMPED 4719 17 1929 AND SET IN THE TOP OF A CONCRETE POST.
 PB0263
 PB0263                          STATION RECOVERY (1977)
 PB0263
 PB0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 PB0263'MARK NOT FOUND.
 PB0263
 PB0263                          STATION RECOVERY (1986)
 PB0263
 PB0263'RECOVERY NOTE BY US POWER SQUADRON 1986 (RCC)
 PB0263'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0959 ***********************************************************************
 RD0959  DESIGNATION -  17
 RD0959  PID         -  RD0959
 RD0959  STATE/COUNTY-  OR/TILLAMOOK
 RD0959  USGS QUAD   -  HEBO (1985)
 RD0959
 RD0959                         *CURRENT SURVEY CONTROL
 RD0959  ___________________________________________________________________
 RD0959* NAD 83(1986)-  45 08 33.     (N)    123 48 08.     (W)     SCALED    
 RD0959* NAVD 88     -       157.333  (meters)     516.18   (feet)  ADJUSTED  
 RD0959  ___________________________________________________________________
 RD0959  GEOID HEIGHT-         -21.89  (meters)                     GEOID03
 RD0959  DYNAMIC HT  -         157.334 (meters)     516.19  (feet)  COMP
 RD0959  MODELED GRAV-     980,621.8   (mgal)                       NAVD 88
 RD0959
 RD0959  VERT ORDER  -  FIRST     CLASS II
 RD0959
 RD0959.The horizontal coordinates were scaled from a topographic map and have
 RD0959.an estimated accuracy of +/- 6 seconds.
 RD0959
 RD0959.The orthometric height was determined by differential leveling
 RD0959.and adjusted in June 1991.
 RD0959
 RD0959.The geoid height was determined by GEOID03.
 RD0959
 RD0959.The dynamic height is computed by dividing the NAVD 88
 RD0959.geopotential number by the normal gravity value computed on the
 RD0959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0959.degrees latitude (g = 980.6199 gals.).
 RD0959
 RD0959.The modeled gravity was interpolated from observed gravity values.
 RD0959
 RD0959;                    North         East    Units  Estimated Accuracy
 RD0959;SPC OR N     -   169,300.    2,240,380.      MT  (+/- 180 meters Scaled)
 RD0959
 RD0959                          SUPERSEDED SURVEY CONTROL
 RD0959
 RD0959  NGVD 29 (??/??/92)  156.277  (m)          512.72   (f) ADJ UNCH    1 2
 RD0959
 RD0959.Superseded values are not recommended for survey control.
 RD0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0959.See file dsdata.txt to determine how the superseded data were derived.
 RD0959
 RD0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ369990(NAD 83)
 RD0959_MARKER: DD = SURVEY DISK
 RD0959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0959_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0959_STAMPING: 17 1934
 RD0959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0959+STABILITY: SURFACE MOTION
 RD0959
 RD0959  HISTORY     - Date     Condition        Report By
 RD0959  HISTORY     - 1934     MONUMENTED       BPR
 RD0959  HISTORY     - 1941     GOOD             NGS
 RD0959
 RD0959                          STATION DESCRIPTION
 RD0959
 RD0959'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 RD0959'7.74 MI SE FROM HEBO.
 RD0959'MARK IS LOCATED ABOUT 7.75 MILES SOUTHEAST OF HEBO ON THREE RIVERS
 RD0959'HIGHWAY, 100 FEET SOUTHEAST HAPPY HOLLOW GARAGE, 38 FEET SOUTHEAST OF
 RD0959'HIGHWAY AND ABOUT 1 FOOT FROM WOODEN GATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3599 ***********************************************************************
 RD3599  DESIGNATION -  17
 RD3599  PID         -  RD3599
 RD3599  STATE/COUNTY-  OR/MULTNOMAH
 RD3599  USGS QUAD   -  SAUVIE ISLAND (1990)
 RD3599
 RD3599                         *CURRENT SURVEY CONTROL
 RD3599  ___________________________________________________________________
 RD3599* NAD 83(1991)-  45 38 03.41963(N)    122 46 58.47906(W)     ADJUSTED  
 RD3599* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 RD3599  ___________________________________________________________________
 RD3599  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 RD3599  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 RD3599  HORZ ORDER  -  THIRD
 RD3599
 RD3599.The horizontal coordinates were established by classical geodetic methods
 RD3599.and adjusted by the National Geodetic Survey in October 1991.
 RD3599
 RD3599.The orthometric height was scaled from a topographic map.
 RD3599
 RD3599.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3599
 RD3599.The geoid height was determined by GEOID03.
 RD3599
 RD3599;                    North         East     Units Scale Factor Converg.
 RD3599;SPC OR N     -   221,162.312 2,322,033.316   MT  0.99992757   -1 37 08.4
 RD3599;SPC OR N     -   725,598.14  7,618,219.54   iFT  0.99992757   -1 37 08.4
 RD3599;SPC WA S     -    36,027.144   322,012.503   MT  1.00005105   -1 39 29.9
 RD3599;SPC WA S     -   118,199.05  1,056,469.35   sFT  1.00005105   -1 39 29.9
 RD3599;UTM  10      - 5,053,438.072   516,920.117   MT  0.99960352   +0 09 18.7
 RD3599
 RD3599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3599!SPC OR N     -   1.00000294  x   0.99992757  =   0.99993051
 RD3599!SPC WA S     -   1.00000294  x   1.00005105  =   1.00005399
 RD3599!UTM  10      -   1.00000294  x   0.99960352  =   0.99960646
 RD3599
 RD3599|---------------------------------------------------------------------|
 RD3599| PID    Reference Object                     Distance      Geod. Az  |
 RD3599|                                                           dddmmss.s |
 RD3599| RD3584 15                                  299.812 METERS 03404     |
 RD3599| RD3574 19                                  381.297 METERS 20759     |
 RD3599|---------------------------------------------------------------------|
 RD3599
 RD3599                          SUPERSEDED SURVEY CONTROL
 RD3599
 RD3599  NAD 83(1986)-  45 38 03.43887(N)    122 46 58.48080(W) AD(       ) 3
 RD3599  NAD 27      -  45 38 04.01800(N)    122 46 54.11700(W) AD(       ) 3
 RD3599
 RD3599.Superseded values are not recommended for survey control.
 RD3599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3599.See file dsdata.txt to determine how the superseded data were derived.
 RD3599
 RD3599_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1692053438(NAD 83)
 RD3599
 RD3599  HISTORY     - Date     Condition        Report By
 RD3599  HISTORY     - 1899     MONUMENTED       USE
 RD3599  HISTORY     - 1960     SEE DESCRIPTION  CGS
 RD3599  HISTORY     - 19940423 MARK NOT FOUND   USPSQD
 RD3599
 RD3599                          STATION DESCRIPTION
 RD3599
 RD3599'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (ANS)
 RD3599'THE LOCATION OF THIS STATION WAS VISITED.  IT IS QUITE CERTAIN
 RD3599'THAT THIS STATION HAS BEEN DESTROYED BY THE CONSTRUCTION OF THE
 RD3599'LEVEE IN THAT AREA.
 RD3599
 RD3599                          STATION RECOVERY (1994)
 RD3599
 RD3599'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD3599'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AI6287 ***********************************************************************
 AI6287  DESIGNATION -  17
 AI6287  PID         -  AI6287
 AI6287  STATE/COUNTY-  OR/BENTON
 AI6287  USGS QUAD   -  CORVALLIS (1986)
 AI6287
 AI6287                         *CURRENT SURVEY CONTROL
 AI6287  ___________________________________________________________________
 AI6287* NAD 83(1986)-  44 34 44.     (N)    123 17 23.     (W)     SCALED    
 AI6287* NAVD 88     -        93.861  (meters)     307.94   (feet)  ADJUSTED  
 AI6287  ___________________________________________________________________
 AI6287  GEOID HEIGHT-         -22.58  (meters)                     GEOID03
 AI6287  DYNAMIC HT  -          93.856 (meters)     307.93  (feet)  COMP
 AI6287  MODELED GRAV-     980,559.9   (mgal)                       NAVD 88
 AI6287
 AI6287  VERT ORDER  -  FIRST     CLASS II
 AI6287
 AI6287.The horizontal coordinates were scaled from a topographic map and have
 AI6287.an estimated accuracy of +/- 6 seconds.
 AI6287
 AI6287.The orthometric height was determined by differential leveling
 AI6287.and adjusted in July 2002.
 AI6287.No vertical observational check was made to the station.
 AI6287
 AI6287.The geoid height was determined by GEOID03.
 AI6287
 AI6287.The dynamic height is computed by dividing the NAVD 88
 AI6287.geopotential number by the normal gravity value computed on the
 AI6287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6287.degrees latitude (g = 980.6199 gals.).
 AI6287
 AI6287.The modeled gravity was interpolated from observed gravity values.
 AI6287
 AI6287;                    North         East    Units  Estimated Accuracy
 AI6287;SPC OR N     -   105,190.    2,278,490.      MT  (+/- 180 meters Scaled)
 AI6287
 AI6287                          SUPERSEDED SURVEY CONTROL
 AI6287
 AI6287.No superseded survey control is available for this station.
 AI6287
 AI6287_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ769362(NAD 83)
 AI6287_MARKER: DB = BENCH MARK DISK
 AI6287_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AI6287_SP_SET: SIDEWALK
 AI6287_STAMPING: 17
 AI6287_MARK LOGO: OR0420
 AI6287_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI6287_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI6287_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI6287+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2000
 AI6287
 AI6287  HISTORY     - Date     Condition        Report By
 AI6287  HISTORY     - 2000     MONUMENTED       OR0420
 AI6287  HISTORY     - 20000309 GOOD             NGS
 AI6287
 AI6287                          STATION DESCRIPTION
 AI6287
 AI6287'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 AI6287'IN CORVALLIS, AT THE INTERSECTION OF NORTHWEST 36TH STREET AND
 AI6287'NORTHWEST GRANT AVENUE, IN THE CONCRETE SIDEWALK ON THE EAST SIDE OF
 AI6287'THE STREET, 7.8 M (25.6 FT) WEST OF A UTILITY POLE, 6.1 M (20.0 FT)
 AI6287'SOUTH OF AND LEVEL WITH THE AVENUE CENTERLINE, 5.7 M (18.7 FT) EAST OF
 AI6287'THE CENTERLINE OF THE STREET, AND 3.5 M (11.5 FT) NORTH OF A FIRE
 AI6287'HYDRANT.  NOTE--THE MARK IS ON THE STREET RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3587 ***********************************************************************
 RD3587  DESIGNATION -  17 2 RESET
 RD3587  PID         -  RD3587
 RD3587  STATE/COUNTY-  OR/MULTNOMAH
 RD3587  USGS QUAD   -  SAUVIE ISLAND (1990)
 RD3587
 RD3587                         *CURRENT SURVEY CONTROL
 RD3587  ___________________________________________________________________
 RD3587* NAD 83(1991)-  45 38 02.70961(N)    122 46 57.82098(W)     ADJUSTED  
 RD3587* NAVD 88     -         6.6    (meters)      22.     (feet)  VERTCON   
 RD3587  ___________________________________________________________________
 RD3587  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 RD3587  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 RD3587  HORZ ORDER  -  SECOND
 RD3587
 RD3587.The horizontal coordinates were established by classical geodetic methods
 RD3587.and adjusted by the National Geodetic Survey in October 1991.
 RD3587
 RD3587.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD3587.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD3587
 RD3587.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3587
 RD3587.The geoid height was determined by GEOID03.
 RD3587
 RD3587;                    North         East     Units Scale Factor Converg.
 RD3587;SPC OR N     -   221,139.999 2,322,046.944   MT  0.99992755   -1 37 08.0
 RD3587;SPC OR N     -   725,524.93  7,618,264.25   iFT  0.99992755   -1 37 08.0
 RD3587;UTM  10      - 5,053,416.199   516,934.424   MT  0.99960353   +0 09 19.2
 RD3587
 RD3587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3587!SPC OR N     -   1.00000254  x   0.99992755  =   0.99993009
 RD3587!UTM  10      -   1.00000254  x   0.99960353  =   0.99960606
 RD3587
 RD3587|---------------------------------------------------------------------|
 RD3587| PID    Reference Object                     Distance      Geod. Az  |
 RD3587|                                                           dddmmss.s |
 RD3587| CE1341 17 2 RM 2                            13.097 METERS 11742     |
 RD3587| RD3566 POST OFFICE RNG FRONT LIGHT 16      APPROX. 1.0 KM 2411225.1 |
 RD3587| RD3552 POST OFFICE RANGE REAR LIGHT        APPROX. 1.0 KM 2533507.2 |
 RD3587| RD3556 WILLAMETTE RIVER LIGHT 10           APPROX. 0.6 KM 3231937.4 |
 RD3587|---------------------------------------------------------------------|
 RD3587
 RD3587                          SUPERSEDED SURVEY CONTROL
 RD3587
 RD3587  NAD 83(1986)-  45 38 02.72886(N)    122 46 57.82262(W) AD(       ) 2
 RD3587  NAD 27      -  45 38 03.30800(N)    122 46 53.46100(W) AD(       ) 2
 RD3587  NGVD 29 (07/19/86)    5.6    (m)           18.     (f) VERT ANG    3  
 RD3587
 RD3587.Superseded values are not recommended for survey control.
 RD3587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3587.See file dsdata.txt to determine how the superseded data were derived.
 RD3587
 RD3587_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1693453416(NAD 83)
 RD3587
 RD3587  HISTORY     - Date     Condition        Report By
 RD3587  HISTORY     - 1899     MONUMENTED       USE
 RD3587  HISTORY     - 1960     SEE DESCRIPTION  CGS
 RD3587  HISTORY     - 1963     SEE DESCRIPTION  CGS
 RD3587  HISTORY     - 1975     SEE DESCRIPTION  NGS
 RD3587
 RD3587                          STATION DESCRIPTION
 RD3587
 RD3587'DESCRIBED BY US ENGINEERS 1899
 RD3587'STATION IS MARKED BY A PIPE SET IN THE CENTER OF A SQUARE BLOCK
 RD3587'OF CONCRETE.  THE TOP OF THE CONCRETE IS SMOOTHED OFF AND BEARS
 RD3587'THE LETTERS U.S.E., ONE LETTER IN EACH OF THREE CORNERS.  IN THE
 RD3587'FOURTH CORNER IS THE NUMBER OF THE STATION.
 RD3587'
 RD3587'STATION IS ON THE EAST BANK OF THE WILLAMETTE RIVER DIRECTLY
 RD3587'EAST OF THE CENTER OF POST OFFICE BAR AND 10 METERS EAST OF THE
 RD3587'EDGE OF THE BLUFF.  THE STATION IS A 1-1/2 INCH PIPE SET IN A
 RD3587'CONCRETE MONUMENT, WITH THE LETTERS 17 2 USE IMPRINTED IN THE
 RD3587'CONCRETE.
 RD3587
 RD3587                          STATION RECOVERY (1960)
 RD3587
 RD3587'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ANS)
 RD3587'THE AREA WHERE THIS STATION WAS, HAS CHANGED BY THE CONSTRUCTION
 RD3587'OF A LEVEE ALONG THE EAST SIDE OF THE WILLAMETTE RIVER.
 RD3587'
 RD3587'THIS STATION SHOULD BE CLASSIFIED AS DESTROYED.
 RD3587
 RD3587                          STATION RECOVERY (1963)
 RD3587
 RD3587'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FN)
 RD3587'THE STATION WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION
 RD3587'FOLLOWS--
 RD3587'
 RD3587'THE STATION IS LOCATED ON THE EAST BANK OF THE WILLAMETTE RIVER
 RD3587'NORTH OF PORTLAND, AND ABOUT 1 MILE NORTH OF THE ASH GROVE LIME
 RD3587'PLANT IN THE RIVERGATE INDUSTRIAL DISTRICT.
 RD3587'
 RD3587'TO REACH THE STATION FROM THE MAIN ENTRANCE TO PORTLAND PUBLIC
 RD3587'DOCKS TERMINAL 4 ON N. BURGARD AVENUE, GO NORTH ON N. BURGARD
 RD3587'AVENUE, KEEPING TO THE RIGHT FOR 0.4 MILE TO A T-ROAD LEFT WHICH IS
 RD3587'MARKED BY A SIGN READING RIVERGATE INDUSTRIAL DISTRICT.  TURN
 RD3587'LEFT (NORTHWEST) AND STAY ON THE MAIN ROAD FOR 0.7 MILE TO A
 RD3587'Y-FORK.  TAKE THE RIGHT (NORTHERLY) FORK AND CONTINUE FOR 0.6
 RD3587'MILE TO THE END OF THE PAVED ROAD AND THE ASH GROVE LIME PLANT
 RD3587'ON THE LEFT.  CONTINUE NORTH AND WEST ON A DIRT ROAD FOR 0.55
 RD3587'MILE TO A T-INTERSECTION NEAR THE RIVER BANK.  TURN RIGHT
 RD3587'(NORTH) AND GO FOR 0.35 MILE ON THE DIRT ROAD ON TOP OF THE DIKE
 RD3587'TO THE STATION ON THE LEFT.
 RD3587'
 RD3587'THE STATION MARK IS A STANDARD U.S.E. BRONZE DISK STAMPED 17-2
 RD3587'DISK SET 1963 SET IN THE TOP OF A PIPE IN A CONCRETE MONUMENT
 RD3587'0.8 FEET BELOW THE GROUND.  THE MARK IS PROTECTED BY TWO 1-1/2
 RD3587'INCH PIPES PROJECTING 1.5 FEET.  IT IS 92 FEET WEST OF THE WEST
 RD3587'EDGE OF THE DIKE.  32 FEET SOUTHEAST OF A 30-INCH ASH TREE WITH
 RD3587'TWO TRIANGULAR BLAZES, APPROXIMATELY 205 FEET SOUTH, ALONG THE
 RD3587'RIVER BANK, FROM WILLAMETTE RIVER LIGHT 11.  1.9 FEET SOUTHEAST
 RD3587'OF A 4 X 4 WHITE WITNESS POST.
 RD3587
 RD3587                          STATION RECOVERY (1975)
 RD3587
 RD3587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 RD3587'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARK
 RD3587'2 WAS RECOVERED IN GOOD CONDITION.  ANOTHER REFERENCE MARK WAS
 RD3587'SEARCHED FOR, BUT NOT RECOVERED.  NO REFERENCE MARKS WERE
 RD3587'PREVIOUSLY DESCRIBED.  LANDMARKS HAVE CHANGED, AND THE ORIGINAL
 RD3587'TO REACH IS OBSOLETE.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 RD3587'
 RD3587'THE STATION IS 1 MILE SOUTHWEST OF KELLEY POINT, ON THE EAST BANK
 RD3587'OF THE WILLAMETTE RIVER.
 RD3587'
 RD3587'TO REACH THE STATION FROM THE ST. JOHNS POST OFFICE GO EAST ON
 RD3587'BALTIMORE AVENUE FOR 1 BLOCK TO NORTH LOMBARD STREET, TURN LEFT,
 RD3587'AND GO NORTH, AND EAST ON NORTH LOMBARD STREET, AND THE MACADAM
 RD3587'ROAD FOR 1.8 MILES, TO WHERE THE MACADAM ROAD CURVES TO THE
 RD3587'SOUTHEAST, AND A SIDE ROAD LEFT AT THE SIGN, RIVERGATE INDUSTRIAL
 RD3587'DISTRICT, TURN LEFT, AND GO NORTHWEST ON THE MACADAM ROAD FOR
 RD3587'1.4 MILES TO A CROSSROAD, TURN RIGHT, EAST, FOR 0.35 MILE TO A
 RD3587'CROSSROAD, TURN LEFT, AND GO NORTH ON THE MACADAM ROAD FOR
 RD3587'1.05 MILE TO A DRIVEWAY INTO AN ELEVATOR COMPLEX, GO WEST,
 RD3587'THRU THE COMPLEX FOR 0.5 MILE TO A SAND ROAD ALONG THE TOP OF
 RD3587'THE DIKE, TURN LEFT, AND GO SOUTH ON THE SAND ROAD FOR 0.6
 RD3587'MILE TO THE STATION ON THE RIGHT.
 RD3587'
 RD3587'THE STATION MARK, STAMPED 17-2 DISK SET 1963, IS A U.S. ENGINEERS
 RD3587'DISK SET IN THE TOP OF A PIPE IN A CONCRETE MONUMENT THAT IS
 RD3587'10-INCHES SQUARE, AND PROJECTS 3-INCHES, 200 FEET SOUTH OF
 RD3587'WILLAMETTE RIVER LIGHT 11, 103 FEET WEST, AND 15 FEET LOWER THAN
 RD3587'THE CENTER OF THE SAND ROAD ALONG THE TOP OF THE DIKE, 25 FEET
 RD3587'EAST OF THE BANK OF THE RIVER, 8 FEET NORTHWEST OF A COTTONWOOD
 RD3587'TREE WITH A MULTIPLE TRUNK, AND A TRIANGLE BLAZE ON ONE OF THE
 RD3587'TRUNKS, AND 1 FOOT EAST OF A METAL WITNESS POST.  ON THE TOP
 RD3587'OF THE CONCRETE MONUMENT IS SCRIBED THE LETTERS U S E 17 2.
 RD3587'
 RD3587'REFERENCE MARK 2, STAMPED 17 2 RM 2, IS A U.S. ENGINEERS CONTROL
 RD3587'STATION DISK SET IN A CYLINDRICAL CONCRETE MONUMENT THAT IS
 RD3587'6-INCHES IN DIAMETER, AND FLUSH, 60 FEET WEST OF THE CENTER OF THE
 RD3587'SAND ROAD ALONG THE TOP OF THE DIKE, 2.5 FEET WEST-NORTHWEST OF
 RD3587'A METAL WITNESS POST, AND 2.5 FEET HIGHER THAN THE STATION.
 RD3587'
 RD3587'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RD3587'3-1/2 MILES NORTH OF ST. JOHNS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0621 ***********************************************************************
 NW0621  DESIGNATION -  17 BKC
 NW0621  PID         -  NW0621
 NW0621  STATE/COUNTY-  OR/MALHEUR
 NW0621  USGS QUAD   -  SQUAW FLAT (1980)
 NW0621
 NW0621                         *CURRENT SURVEY CONTROL
 NW0621  ___________________________________________________________________
 NW0621* NAD 83(1986)-  42 34 35.     (N)    117 17 57.     (W)     SCALED    
 NW0621* NAVD 88     -      1468.636  (meters)    4818.35   (feet)  ADJUSTED  
 NW0621  ___________________________________________________________________
 NW0621  GEOID HEIGHT-         -17.57  (meters)                     GEOID03
 NW0621  DYNAMIC HT  -        1467.742 (meters)    4815.42  (feet)  COMP
 NW0621  MODELED GRAV-     979,960.8   (mgal)                       NAVD 88
 NW0621
 NW0621  VERT ORDER  -  SECOND    CLASS 0
 NW0621
 NW0621.The horizontal coordinates were scaled from a topographic map and have
 NW0621.an estimated accuracy of +/- 6 seconds.
 NW0621
 NW0621.The orthometric height was determined by differential leveling
 NW0621.and adjusted in August 1995.
 NW0621
 NW0621.The geoid height was determined by GEOID03.
 NW0621
 NW0621.The dynamic height is computed by dividing the NAVD 88
 NW0621.geopotential number by the normal gravity value computed on the
 NW0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0621.degrees latitude (g = 980.6199 gals.).
 NW0621
 NW0621.The modeled gravity was interpolated from observed gravity values.
 NW0621
 NW0621;                    North         East    Units  Estimated Accuracy
 NW0621;SPC OR S     -   106,080.    1,762,710.      MT  (+/- 180 meters Scaled)
 NW0621
 NW0621                          SUPERSEDED SURVEY CONTROL
 NW0621
 NW0621.No superseded survey control is available for this station.
 NW0621
 NW0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH754138(NAD 83)
 NW0621_MARKER: DB = BENCH MARK DISK
 NW0621_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0621_SP_SET: COPPER-CLAD STEEL ROD
 NW0621_STAMPING: 17 BKC 1973 4814
 NW0621_MARK LOGO: USGS  
 NW0621_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0621_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0621_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0621+SATELLITE: SATELLITE OBSERVATIONS - 1973
 NW0621
 NW0621  HISTORY     - Date     Condition        Report By
 NW0621  HISTORY     - 1973     MONUMENTED       USGS
 NW0621
 NW0621                          STATION DESCRIPTION
 NW0621
 NW0621'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 NW0621'FROM ROME, OREGON PROCEED 29.8 MILES SOUTH AND SOUTHEAST ALONG A
 NW0621'TRACK ROAD, THENCE 2.2 MILES SOUTHWEST ALONG A TRACK ROAD, AT A
 NW0621'Y-ROAD SOUTHWEST, 27 FEET DUE NORTH OF THE CENTER OF THE Y-ROAD
 NW0621'JUNCTION, SET ON 5/8-INCH COPPER-COATED ROD DRIVEN TO REFUSAL (ROD
 NW0621'DEPTH UNKNOWN) WITH THE TOP ENCASED IN A 6-INCH DRAINPIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH0941 ***********************************************************************
 OH0941  DESIGNATION -  17 FMK
 OH0941  PID         -  OH0941
 OH0941  STATE/COUNTY-  OR/MALHEUR
 OH0941  USGS QUAD   -  DIAMOND BUTTE (1967)
 OH0941
 OH0941                         *CURRENT SURVEY CONTROL
 OH0941  ___________________________________________________________________
 OH0941* NAD 83(1986)-  43 20 06.     (N)    117 27 44.     (W)     SCALED    
 OH0941* NAVD 88     -       825.525  (meters)    2708.41   (feet)  ADJUSTED  
 OH0941  ___________________________________________________________________
 OH0941  GEOID HEIGHT-         -17.80  (meters)                     GEOID03
 OH0941  DYNAMIC HT  -         825.183 (meters)    2707.29  (feet)  COMP
 OH0941  MODELED GRAV-     980,177.7   (mgal)                       NAVD 88
 OH0941
 OH0941  VERT ORDER  -  SECOND    CLASS 0
 OH0941
 OH0941.The horizontal coordinates were scaled from a topographic map and have
 OH0941.an estimated accuracy of +/- 6 seconds.
 OH0941
 OH0941.The orthometric height was determined by differential leveling
 OH0941.and adjusted in June 1991.
 OH0941
 OH0941.The geoid height was determined by GEOID03.
 OH0941
 OH0941.The dynamic height is computed by dividing the NAVD 88
 OH0941.geopotential number by the normal gravity value computed on the
 OH0941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0941.degrees latitude (g = 980.6199 gals.).
 OH0941
 OH0941.The modeled gravity was interpolated from observed gravity values.
 OH0941
 OH0941;                    North         East    Units  Estimated Accuracy
 OH0941;SPC OR S     -   189,790.    1,746,270.      MT  (+/- 180 meters Scaled)
 OH0941
 OH0941                          SUPERSEDED SURVEY CONTROL
 OH0941
 OH0941  NGVD 29 (??/??/92)  824.477  (m)         2704.97   (f) ADJ UNCH    2 0
 OH0941
 OH0941.Superseded values are not recommended for survey control.
 OH0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0941.See file dsdata.txt to determine how the superseded data were derived.
 OH0941
 OH0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH625981(NAD 83)
 OH0941_MARKER: P = PIPE CAP
 OH0941_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OH0941_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OH0941_STAMPING: 17 FMK 1966
 OH0941_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH0941
 OH0941  HISTORY     - Date     Condition        Report By
 OH0941  HISTORY     - 1966     MONUMENTED       USGS
 OH0941  HISTORY     - 1966     GOOD             NGS
 OH0941
 OH0941                          STATION DESCRIPTION
 OH0941
 OH0941'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 OH0941'56.9 MI SE FROM HARPER.
 OH0941'37.0 MILES SOUTH ALONG CROWLEY ROAD FROM THE JUNCTION OF U.S. HIGHWAY
 OH0941'20 AT HARPER, THENCE 9.8 MILES EAST ALONG THE MUD FLAT RANCH ROAD,
 OH0941'THENCE 0.35 MILE NORTH ALONG A DIRT ROAD, THENCE 9.75 MILES EAST ALONG
 OH0941'A DIRT ROAD, IN A Y FORMED BY THE JUNCTION OF A DIRT ROAD NORTH TO
 OH0941'VALE, OREGON, 66 FEET NORTHEAST OF THE CENTER OF THE JUNCTION, 25 FEET
 OH0941'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 16 FEET NORTHWEST OF THE
 OH0941'CENTER LINE OF THE ROAD TO VALE, ABOUT 50 FEET NORTHWEST OF THE CENTER
 OH0941'OF A CREEK, 0.8 FOOT SOUTH OF A WITNESS POST, A DISK ON THE TOP OF A
 OH0941'5/8-INCH COPPER COATED ROD DRIVEN IN THE GROUND.  THE UPPER PORTION OF
 OH0941'THE ROD IS INCASED IN ORANGEBURG PIPE PROJECTING ABOUT 0.3 FOOT ABOVE
 OH0941'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2699 ***********************************************************************
 QE2699  DESIGNATION -  17 KJO
 QE2699  PID         -  QE2699
 QE2699  STATE/COUNTY-  OR/LINCOLN
 QE2699  USGS QUAD   -  ELK CITY (1984)
 QE2699
 QE2699                         *CURRENT SURVEY CONTROL
 QE2699  ___________________________________________________________________
 QE2699* NAD 83(1986)-  44 32 04.     (N)    123 47 25.     (W)     SCALED    
 QE2699* NAVD 88     -       376.564  (meters)    1235.44   (feet)  ADJUSTED  
 QE2699  ___________________________________________________________________
 QE2699  GEOID HEIGHT-         -22.48  (meters)                     GEOID03
 QE2699  DYNAMIC HT  -         376.539 (meters)    1235.36  (feet)  COMP
 QE2699  MODELED GRAV-     980,538.6   (mgal)                       NAVD 88
 QE2699
 QE2699  VERT ORDER  -  SECOND    CLASS I
 QE2699
 QE2699.The horizontal coordinates were scaled from a topographic map and have
 QE2699.an estimated accuracy of +/- 6 seconds.
 QE2699
 QE2699.The orthometric height was determined by differential leveling
 QE2699.and adjusted in August 1995.
 QE2699
 QE2699.The geoid height was determined by GEOID03.
 QE2699
 QE2699.The dynamic height is computed by dividing the NAVD 88
 QE2699.geopotential number by the normal gravity value computed on the
 QE2699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE2699.degrees latitude (g = 980.6199 gals.).
 QE2699
 QE2699.The modeled gravity was interpolated from observed gravity values.
 QE2699
 QE2699;                    North         East    Units  Estimated Accuracy
 QE2699;SPC OR N     -   101,750.    2,238,560.      MT  (+/- 180 meters Scaled)
 QE2699
 QE2699                          SUPERSEDED SURVEY CONTROL
 QE2699
 QE2699.No superseded survey control is available for this station.
 QE2699
 QE2699_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ372315(NAD 83)
 QE2699_MARKER: DB = BENCH MARK DISK
 QE2699_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QE2699_SP_SET: COPPER-CLAD STEEL ROD
 QE2699_STAMPING: 17 KJO 1979 1232
 QE2699_MARK LOGO: USGS  
 QE2699_PROJECTION: PROJECTING 8 CENTIMETERS
 QE2699_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE2699_ROD/PIPE-DEPTH: 13.7 meters
 QE2699
 QE2699  HISTORY     - Date     Condition        Report By
 QE2699  HISTORY     - 1979     MONUMENTED       USGS
 QE2699
 QE2699                          STATION DESCRIPTION
 QE2699
 QE2699'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 QE2699'9.1 KM (5.70 MI) SW FROM HARLAN.
 QE2699'HARLAN, 5.68 MI SW OF, AT SE EDGE OF SMALL CLEARING, 73 FT E OF
 QE2699'TURNOUT, 46 FT SE OF 15-INCH CORRUGATED STEEL CULVERT, 30 FT NE OF
 QE2699'CENTERLINE OF RD,
 QE2699'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0788 ***********************************************************************
 PA0788  DESIGNATION -  17 LRC
 PA0788  PID         -  PA0788
 PA0788  STATE/COUNTY-  OR/HARNEY
 PA0788  USGS QUAD   -  DRY VALLEY RIM (1984)
 PA0788
 PA0788                         *CURRENT SURVEY CONTROL
 PA0788  ___________________________________________________________________
 PA0788* NAD 83(1986)-  43 06 18.     (N)    119 43 44.     (W)     SCALED    
 PA0788* NAVD 88     -      1378.840  (meters)    4523.74   (feet)  ADJUSTED  
 PA0788  ___________________________________________________________________
 PA0788  GEOID HEIGHT-         -19.78  (meters)                     GEOID03
 PA0788  DYNAMIC HT  -        1378.076 (meters)    4521.24  (feet)  COMP
 PA0788  MODELED GRAV-     980,018.1   (mgal)                       NAVD 88
 PA0788
 PA0788  VERT ORDER  -  SECOND    CLASS 0
 PA0788
 PA0788.The horizontal coordinates were scaled from a topographic map and have
 PA0788.an estimated accuracy of +/- 6 seconds.
 PA0788
 PA0788.The orthometric height was determined by differential leveling
 PA0788.and adjusted in August 1995.
 PA0788
 PA0788.The geoid height was determined by GEOID03.
 PA0788
 PA0788.The dynamic height is computed by dividing the NAVD 88
 PA0788.geopotential number by the normal gravity value computed on the
 PA0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0788.degrees latitude (g = 980.6199 gals.).
 PA0788
 PA0788.The modeled gravity was interpolated from observed gravity values.
 PA0788
 PA0788;                    North         East    Units  Estimated Accuracy
 PA0788;SPC OR S     -   160,060.    1,562,760.      MT  (+/- 180 meters Scaled)
 PA0788
 PA0788                          SUPERSEDED SURVEY CONTROL
 PA0788
 PA0788.No superseded survey control is available for this station.
 PA0788
 PA0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKH779760(NAD 83)
 PA0788_MARKER: DB = BENCH MARK DISK
 PA0788_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PA0788+WITH SETTING: INFORMATION.
 PA0788_SP_SET: METAL ROD DRIVEN INTO GROUND
 PA0788_STAMPING: 17 LRC 1970 4519
 PA0788_MARK LOGO: USGS  
 PA0788_MAGNETIC: I = MARKER IS A STEEL ROD
 PA0788_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PA0788
 PA0788  HISTORY     - Date     Condition        Report By
 PA0788  HISTORY     - 1970     MONUMENTED       USGS
 PA0788
 PA0788                          STATION DESCRIPTION
 PA0788
 PA0788'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 PA0788'FROM WAGONTIRE, OREGON, PROCEED 4.5 MILES SOUTHWEST ALONG U S HIGHWAY
 PA0788'395 TO DRY VALLEY ROAD, THENCE 12.8 MILES SOUTH ALONG DRY VALLEY
 PA0788'ROAD, 0.4 MILE SOUTH OF DRY VALLEY RANCH HOUSE, 74 FEET EAST OF A
 PA0788'FENCELINE, 12 FEET EAST OF THE CENTERLINE OF THE ROAD, 6 FEET WEST OF
 PA0788'A WITNESS POST.  THE ROD DEPTH IS UNKNOWN AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1353 ***********************************************************************
 QE1353  DESIGNATION -  17 M
 QE1353  PID         -  QE1353
 QE1353  STATE/COUNTY-  OR/LANE
 QE1353  USGS QUAD   -  BELKNAP SPRINGS (1989)
 QE1353
 QE1353                         *CURRENT SURVEY CONTROL
 QE1353  ___________________________________________________________________
 QE1353* NAD 83(1986)-  44 09 32.     (N)    122 01 04.     (W)     SCALED    
 QE1353* NAVD 88     -       597.316  (meters)    1959.69   (feet)  POSTED    
 QE1353  ___________________________________________________________________
 QE1353  GEOID HEIGHT-         -21.62  (meters)                     GEOID03
 QE1353  DYNAMIC HT  -         597.130 (meters)    1959.08  (feet)  COMP
 QE1353  MODELED GRAV-     980,296.4   (mgal)                       NAVD 88
 QE1353
 QE1353  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 QE1353
 QE1353.The horizontal coordinates were scaled from a topographic map and have
 QE1353.an estimated accuracy of +/- 6 seconds.
 QE1353
 QE1353.The orthometric height was determined by differential leveling
 QE1353.and adjusted by the  in 1992.
 QE1353.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 QE1353.was located on a no-check spur therefore a value was not computed.
 QE1353.No vertical observational check was made to the station.
 QE1353
 QE1353.The geoid height was determined by GEOID03.
 QE1353
 QE1353.The dynamic height is computed by dividing the NAVD 88
 QE1353.geopotential number by the normal gravity value computed on the
 QE1353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1353.degrees latitude (g = 980.6199 gals.).
 QE1353
 QE1353.The modeled gravity was interpolated from observed gravity values.
 QE1353
 QE1353;                    North         East    Units  Estimated Accuracy
 QE1353;SPC OR S     -   277,960.    1,378,590.      MT  (+/- 180 meters Scaled)
 QE1353
 QE1353                          SUPERSEDED SURVEY CONTROL
 QE1353
 QE1353  NGVD 29 (??/??/92)  596.14   (m)         1955.8    (f) COMPUTED    1 2
 QE1353
 QE1353.Superseded values are not recommended for survey control.
 QE1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1353.See file dsdata.txt to determine how the superseded data were derived.
 QE1353
 QE1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP785899(NAD 83)
 QE1353_MARKER: DD = SURVEY DISK
 QE1353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE1353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE1353_STAMPING: 17 M 1927 1956
 QE1353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE1353+STABILITY: SURFACE MOTION
 QE1353
 QE1353  HISTORY     - Date     Condition        Report By
 QE1353  HISTORY     - 1956     MONUMENTED       USGS
 QE1353  HISTORY     - 1943     GOOD             NGS
 QE1353
 QE1353                          STATION DESCRIPTION
 QE1353
 QE1353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QE1353'8.2 MI E FROM MCKENZIE BRIDGE.
 QE1353'ABOUT 8.2 MILES EAST ALONG U.S. HIGHWAY 28 FROM THE POST OFFICE AT
 QE1353'MCKENZIE BRIDGE, LANE COUNTY, SET AT THE LOST CREEK RANCH, AT THE WEST
 QE1353'CORNER OF A SHELL SERVICE STATION, 30.0 FEET SOUTHEAST OF THE CENTER
 QE1353'LINE OF THE HIGHWAY, PROJECTING 5-INCHES ABOVE THE GROUND, 5-INCHES
 QE1353'NORTHWEST OF A WHITE REFERENCE POST.  STAMPING 17 M 1927 1956.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0864 ***********************************************************************
 PB0864  DESIGNATION -  17 PSM
 PB0864  PID         -  PB0864
 PB0864  STATE/COUNTY-  OR/DESCHUTES
 PB0864  USGS QUAD   -  DICKERSON FLAT (1983)
 PB0864
 PB0864                         *CURRENT SURVEY CONTROL
 PB0864  ___________________________________________________________________
 PB0864* NAD 83(1986)-  43 39 33.     (N)    120 42 39.     (W)     SCALED    
 PB0864* NAVD 88     -      1469.074  (meters)    4819.79   (feet)  ADJUSTED  
 PB0864  ___________________________________________________________________
 PB0864  GEOID HEIGHT-         -20.13  (meters)                     GEOID03
 PB0864  DYNAMIC HT  -        1468.310 (meters)    4817.28  (feet)  COMP
 PB0864  MODELED GRAV-     980,047.3   (mgal)                       NAVD 88
 PB0864
 PB0864  VERT ORDER  -  THIRD
 PB0864
 PB0864.The horizontal coordinates were scaled from a topographic map and have
 PB0864.an estimated accuracy of +/- 6 seconds.
 PB0864
 PB0864.The orthometric height was determined by differential leveling
 PB0864.and adjusted in August 1995.
 PB0864
 PB0864.The geoid height was determined by GEOID03.
 PB0864
 PB0864.The dynamic height is computed by dividing the NAVD 88
 PB0864.geopotential number by the normal gravity value computed on the
 PB0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0864.degrees latitude (g = 980.6199 gals.).
 PB0864
 PB0864.The modeled gravity was interpolated from observed gravity values.
 PB0864
 PB0864;                    North         East    Units  Estimated Accuracy
 PB0864;SPC OR S     -   221,360.    1,483,000.      MT  (+/- 180 meters Scaled)
 PB0864
 PB0864                          SUPERSEDED SURVEY CONTROL
 PB0864
 PB0864.No superseded survey control is available for this station.
 PB0864
 PB0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP845365(NAD 83)
 PB0864_MARKER: DB = BENCH MARK DISK
 PB0864_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PB0864_SP_SET: COPPER-CLAD STEEL ROD
 PB0864_STAMPING: 17 PSM 4816
 PB0864_MARK LOGO: USGS  
 PB0864_PROJECTION: PROJECTING 8 CENTIMETERS
 PB0864_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PB0864_ROD/PIPE-DEPTH: 4.27 meters
 PB0864
 PB0864  HISTORY     - Date     Condition        Report By
 PB0864  HISTORY     - 1978     MONUMENTED       USGS
 PB0864
 PB0864                          STATION DESCRIPTION
 PB0864
 PB0864'DESCRIBED BY US GEOLOGICAL SURVEY 1978
 PB0864'40.1 KM (24.90 MI) SSE FROM MILLICAN.
 PB0864'MILLICAN, 8.2 MI ESE OF, ALONG US HWY 20 TO T-RD, THENCE 5.7 MI S TO
 PB0864'X-RD, THENCE 11.0 MI SE ALONG MAIN RD.  IN SEC 17 T22S R17E, 42 FT N
 PB0864'OF T-RD W, 40 FT E OF MAIN RD, 3 FT E OF CAIRN, ROD DRIVEN TO
 PB0864'REFUSAL, ENCASED IN GREEN PLASTIC PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0687 ***********************************************************************
 NW0687  DESIGNATION -  17 RTV
 NW0687  PID         -  NW0687
 NW0687  STATE/COUNTY-  OR/MALHEUR
 NW0687  USGS QUAD   -  GRASSHOPPER FLAT SOUTH (1982)
 NW0687
 NW0687                         *CURRENT SURVEY CONTROL
 NW0687  ___________________________________________________________________
 NW0687* NAD 83(1986)-  42 14 36.     (N)    117 36 57.     (W)     SCALED    
 NW0687* NAVD 88     -      1792.978  (meters)    5882.46   (feet)  ADJUSTED  
 NW0687  ___________________________________________________________________
 NW0687  GEOID HEIGHT-         -17.99  (meters)                     GEOID03
 NW0687  DYNAMIC HT  -        1791.707 (meters)    5878.29  (feet)  COMP
 NW0687  MODELED GRAV-     979,848.8   (mgal)                       NAVD 88
 NW0687
 NW0687  VERT ORDER  -  SECOND    CLASS 0
 NW0687
 NW0687.The horizontal coordinates were scaled from a topographic map and have
 NW0687.an estimated accuracy of +/- 6 seconds.
 NW0687
 NW0687.The orthometric height was determined by differential leveling
 NW0687.and adjusted in August 1995.
 NW0687
 NW0687.The geoid height was determined by GEOID03.
 NW0687
 NW0687.The dynamic height is computed by dividing the NAVD 88
 NW0687.geopotential number by the normal gravity value computed on the
 NW0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0687.degrees latitude (g = 980.6199 gals.).
 NW0687
 NW0687.The modeled gravity was interpolated from observed gravity values.
 NW0687
 NW0687;                    North         East    Units  Estimated Accuracy
 NW0687;SPC OR S     -    68,160.    1,738,000.      MT  (+/- 180 meters Scaled)
 NW0687
 NW0687                          SUPERSEDED SURVEY CONTROL
 NW0687
 NW0687.No superseded survey control is available for this station.
 NW0687
 NW0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG491769(NAD 83)
 NW0687_MARKER: DB = BENCH MARK DISK
 NW0687_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0687_SP_SET: COPPER-CLAD STEEL ROD
 NW0687_STAMPING: 17 RTV 1979
 NW0687_MARK LOGO: USGS  
 NW0687_PROJECTION: FLUSH
 NW0687_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0687_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0687_ROD/PIPE-DEPTH: 1.52 meters
 NW0687
 NW0687  HISTORY     - Date     Condition        Report By
 NW0687  HISTORY     - 1979     MONUMENTED       USGS
 NW0687
 NW0687                          STATION DESCRIPTION
 NW0687
 NW0687'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 NW0687'FROM THE MCDERMITT, NEVADA POST OFFICE, PROCEED 15.3 MILES NORTH
 NW0687'ALONG U S HIGHWAY 95, THENCE 12.1 MILES EAST TO THE WEST EDGE OF
 NW0687'ECHAVE RESERVOIR, 296 FEET SOUTHWEST OF A FENCE JUNCTION, 174 FEET
 NW0687'NORTH OF THE NORTH END OF A CULVERT UNDER THE ROAD, 84 FEET EAST OF
 NW0687'THE CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1276 ***********************************************************************
 QD1276  DESIGNATION -  17 S
 QD1276  PID         -  QD1276
 QD1276  STATE/COUNTY-  OR/MARION
 QD1276  USGS QUAD   -  BREITENBUSH HOT SPRI (1997)
 QD1276
 QD1276                         *CURRENT SURVEY CONTROL
 QD1276  ___________________________________________________________________
 QD1276* NAD 83(1986)-  44 46 54.     (N)    121 58 24.     (W)     SCALED    
 QD1276* NAVD 88     -       678.874  (meters)    2227.27   (feet)  ADJUSTED  
 QD1276  ___________________________________________________________________
 QD1276  GEOID HEIGHT-         -21.44  (meters)                     GEOID03
 QD1276  DYNAMIC HT  -         678.716 (meters)    2226.75  (feet)  COMP
 QD1276  MODELED GRAV-     980,363.8   (mgal)                       NAVD 88
 QD1276
 QD1276  VERT ORDER  -  SECOND    CLASS 0
 QD1276
 QD1276.The horizontal coordinates were scaled from a topographic map and have
 QD1276.an estimated accuracy of +/- 6 seconds.
 QD1276
 QD1276.The orthometric height was determined by differential leveling
 QD1276.and adjusted in June 1991.
 QD1276
 QD1276.The geoid height was determined by GEOID03.
 QD1276
 QD1276.The dynamic height is computed by dividing the NAVD 88
 QD1276.geopotential number by the normal gravity value computed on the
 QD1276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1276.degrees latitude (g = 980.6199 gals.).
 QD1276
 QD1276.The modeled gravity was interpolated from observed gravity values.
 QD1276
 QD1276;                    North         East    Units  Estimated Accuracy
 QD1276;SPC OR N     -   124,960.    2,383,410.      MT  (+/- 180 meters Scaled)
 QD1276
 QD1276                          SUPERSEDED SURVEY CONTROL
 QD1276
 QD1276  NGVD 29 (??/??/92)  677.767  (m)         2223.64   (f) ADJ UNCH    2 0
 QD1276
 QD1276.Superseded values are not recommended for survey control.
 QD1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1276.See file dsdata.txt to determine how the superseded data were derived.
 QD1276
 QD1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ812592(NAD 83)
 QD1276_MARKER: DD = SURVEY DISK
 QD1276_SETTING: 80 = SET IN A BOULDER
 QD1276_SP_SET: BOULDER
 QD1276_STAMPING: 17 S 1925
 QD1276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD1276+STABILITY: SURFACE MOTION
 QD1276
 QD1276  HISTORY     - Date     Condition        Report By
 QD1276  HISTORY     - 1925     MONUMENTED       USGS
 QD1276  HISTORY     - 1942     GOOD             NGS
 QD1276  HISTORY     - 19950929 MARK NOT FOUND   NGS
 QD1276
 QD1276                          STATION DESCRIPTION
 QD1276
 QD1276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 QD1276'IN BREITENBUSH HOT SPRINGS.
 QD1276'12 FEET WEST OF WATER FALLS, 12 FEET WEST OF INTAKE OF FLUME TO POWER
 QD1276'HOUSE, 2 FEET SOUTH OF FLUME.
 QD1276
 QD1276                          STATION RECOVERY (1995)
 QD1276
 QD1276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (LLR)
 QD1276'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0374 ***********************************************************************
 NX0374  DESIGNATION -  17 STR
 NX0374  PID         -  NX0374
 NX0374  STATE/COUNTY-  OR/MALHEUR
 NX0374  USGS QUAD   -  JOHNNY CREEK SW (1981)
 NX0374
 NX0374                         *CURRENT SURVEY CONTROL
 NX0374  ___________________________________________________________________
 NX0374* NAD 83(1986)-  42 45 55.     (N)    118 12 37.     (W)     SCALED    
 NX0374* NAVD 88     -      1307.716  (meters)    4290.40   (feet)  ADJUSTED  
 NX0374  ___________________________________________________________________
 NX0374  GEOID HEIGHT-         -18.58  (meters)                     GEOID03
 NX0374  DYNAMIC HT  -        1306.982 (meters)    4287.99  (feet)  COMP
 NX0374  MODELED GRAV-     980,013.7   (mgal)                       NAVD 88
 NX0374
 NX0374  VERT ORDER  -  SECOND    CLASS 0
 NX0374
 NX0374.The horizontal coordinates were scaled from a topographic map and have
 NX0374.an estimated accuracy of +/- 6 seconds.
 NX0374
 NX0374.The orthometric height was determined by differential leveling
 NX0374.and adjusted in August 1995.
 NX0374
 NX0374.The geoid height was determined by GEOID03.
 NX0374
 NX0374.The dynamic height is computed by dividing the NAVD 88
 NX0374.geopotential number by the normal gravity value computed on the
 NX0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0374.degrees latitude (g = 980.6199 gals.).
 NX0374
 NX0374.The modeled gravity was interpolated from observed gravity values.
 NX0374
 NX0374;                    North         East    Units  Estimated Accuracy
 NX0374;SPC OR S     -   124,600.    1,687,380.      MT  (+/- 180 meters Scaled)
 NX0374
 NX0374                          SUPERSEDED SURVEY CONTROL
 NX0374
 NX0374.No superseded survey control is available for this station.
 NX0374
 NX0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH009354(NAD 83)
 NX0374_MARKER: DB = BENCH MARK DISK
 NX0374_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NX0374+WITH SETTING: INFORMATION.
 NX0374_SP_SET: SHALLOW-SET METAL ROD
 NX0374_STAMPING: 17 STR 1975 4286
 NX0374_MARK LOGO: USGS  
 NX0374_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NX0374
 NX0374  HISTORY     - Date     Condition        Report By
 NX0374  HISTORY     - 1975     MONUMENTED       USGS
 NX0374
 NX0374                          STATION DESCRIPTION
 NX0374
 NX0374'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 NX0374'43.9 KM (27.30 MI) WSW FROM BURNS JUNCTION.
 NX0374'BURNS JCT, 6.5 MI S OF, ALONG US HWY 95, THENCE 1.3 MI SW ALONG
 NX0374'GRADED RD TO GATE, THENCE 1.95 MI N AND W ALONG TRACK RD TO Y-RD,
 NX0374'THENCE 5.3 MI W TO Y-RD, THENCE 8.2 MI W TO RD JCT AT WILDCAT WELL
 NX0374'NO. 2, THENCE 4.0 MI W TO BEND TO NW.  27 FT N OF CENTERLINE OF RD.
 NX0374'SET ON COPPER-COATED STEEL ROD OF UNRECORDED DEPTH, PROJECTING 0.2
 NX0374'FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC0577 ***********************************************************************
 SC0577  DESIGNATION -  17.80
 SC0577  PID         -  SC0577
 SC0577  STATE/COUNTY-  OR/CLATSOP
 SC0577  USGS QUAD   -  WARRENTON (1996)
 SC0577
 SC0577                         *CURRENT SURVEY CONTROL
 SC0577  ___________________________________________________________________
 SC0577* NAD 83(1986)-  46 12 04.     (N)    123 57 37.     (W)     SCALED    
 SC0577* NAVD 88     -         6.736  (meters)      22.10   (feet)  ADJUSTED  
 SC0577  ___________________________________________________________________
 SC0577  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 SC0577  DYNAMIC HT  -           6.736 (meters)      22.10  (feet)  COMP
 SC0577  MODELED GRAV-     980,712.7   (mgal)                       NAVD 88
 SC0577
 SC0577  VERT ORDER  -  FIRST     CLASS II
 SC0577
 SC0577.The horizontal coordinates were scaled from a topographic map and have
 SC0577.an estimated accuracy of +/- 6 seconds.
 SC0577
 SC0577.The orthometric height was determined by differential leveling
 SC0577.and adjusted in June 1991.
 SC0577
 SC0577.The geoid height was determined by GEOID03.
 SC0577
 SC0577.The dynamic height is computed by dividing the NAVD 88
 SC0577.geopotential number by the normal gravity value computed on the
 SC0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0577.degrees latitude (g = 980.6199 gals.).
 SC0577
 SC0577.The modeled gravity was interpolated from observed gravity values.
 SC0577
 SC0577;                    North         East    Units  Estimated Accuracy
 SC0577;SPC OR N     -   287,370.    2,233,000.      MT  (+/- 180 meters Scaled)
 SC0577
 SC0577                          SUPERSEDED SURVEY CONTROL
 SC0577
 SC0577  NGVD 29 (??/??/92)    5.636  (m)           18.49   (f) ADJ UNCH    1 2
 SC0577
 SC0577.Superseded values are not recommended for survey control.
 SC0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0577.See file dsdata.txt to determine how the superseded data were derived.
 SC0577
 SC0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS259168(NAD 83)
 SC0577_MARKER: Q = CHISELED SQUARE
 SC0577_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SC0577_SP_SET: STEP
 SC0577_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC0577
 SC0577  HISTORY     - Date     Condition        Report By
 SC0577  HISTORY     - UNK      MONUMENTED       PG+E
 SC0577  HISTORY     - 1966     MARK NOT FOUND   NGS
 SC0577  HISTORY     - 1987     MARK NOT FOUND   NGS
 SC0577  HISTORY     - 20020914 MARK NOT FOUND   USPSQD
 SC0577  HISTORY     - 20050321 MARK NOT FOUND   USPSQD
 SC0577
 SC0577                          STATION DESCRIPTION
 SC0577
 SC0577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 SC0577'IN FORT STEVENS.
 SC0577'AT FORT STEVENS, CLATSOP COUNTY, ON THE MILITARY RESERVATION, AT THE
 SC0577'SOUTH END OF THE GUARDHOUSE, AT THE EAST ENTRANCE, AND ON THE SOUTH
 SC0577'END OF THE BOTTOM STEP.  A CHISELED SQUARE.
 SC0577
 SC0577                          STATION RECOVERY (1987)
 SC0577
 SC0577'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SC0577'MARK NOT FOUND.
 SC0577
 SC0577                          STATION RECOVERY (2002)
 SC0577
 SC0577'RECOVERY NOTE BY US POWER SQUADRON 2002 (RCC)
 SC0577'THE CONCRETE CORNER OF THE BOTTOM STEP HAS BEEN BROKEN OUT.
 SC0577
 SC0577                          STATION RECOVERY (2005)
 SC0577
 SC0577'RECOVERY NOTE BY US POWER SQUADRON 2005 (DMJ)
 SC0577'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0242 ***********************************************************************
 PB0242  DESIGNATION -  172
 PB0242  PID         -  PB0242
 PB0242  STATE/COUNTY-  OR/DESCHUTES
 PB0242  USGS QUAD   -  ANNS BUTTE (1981)
 PB0242
 PB0242                         *CURRENT SURVEY CONTROL
 PB0242  ___________________________________________________________________
 PB0242* NAD 83(1986)-  43 46 55.     (N)    121 27 45.     (W)     SCALED    
 PB0242* NAVD 88     -      1277.59   (+/-2cm)    4191.6    (feet)  VERTCON   
 PB0242  ___________________________________________________________________
 PB0242  GEOID HEIGHT-         -20.80  (meters)                     GEOID03
 PB0242  VERT ORDER  -  ? (See Below)
 PB0242
 PB0242.The horizontal coordinates were scaled from a topographic map and have
 PB0242.an estimated accuracy of +/- 6 seconds.
 PB0242
 PB0242.The NAVD 88 height was computed by applying the VERTCON shift value to
 PB0242.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PB0242.The vertical order pertains to the NGVD 29 superseded value.
 PB0242
 PB0242.The geoid height was determined by GEOID03.
 PB0242
 PB0242;                    North         East    Units  Estimated Accuracy
 PB0242;SPC OR S     -   235,420.    1,422,530.      MT  (+/- 180 meters Scaled)
 PB0242
 PB0242                          SUPERSEDED SURVEY CONTROL
 PB0242
 PB0242  NGVD 29 (??/??/92) 1276.374  (m)         4187.57   (f) ADJ UNCH    ?  
 PB0242
 PB0242.Superseded values are not recommended for survey control.
 PB0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0242.See file dsdata.txt to determine how the superseded data were derived.
 PB0242
 PB0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP237488(NAD 83)
 PB0242_MARKER: N = NAIL
 PB0242_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PB0242_SP_SET: ROOT
 PB0242_STAMPING: 4181 172
 PB0242_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PB0242
 PB0242  HISTORY     - Date     Condition        Report By
 PB0242  HISTORY     - UNK      MONUMENTED       USGS
 PB0242  HISTORY     - 1934     GOOD             NGS
 PB0242
 PB0242                          STATION DESCRIPTION
 PB0242
 PB0242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PB0242'8.6 MI NE FROM LAPINE.
 PB0242'8.6 MILES NORTHEAST ALONG THE OLD RIVER ROAD FROM LAPINE, DESCHUTES
 PB0242'COUNTY, 240 FEET NORTH OF A FENCE CORNER, 28 FEET WEST OF THE WEST
 PB0242'ROAD FENCE, A 24 INCH FORKED PINE TREE WITH A BLAZE SCRIBED 4188 AND
 PB0242'BEARING AN ALUMINUM TAG STAMPED 4181 172.  ON A ROOT AT THE GROUND
 PB0242'LINE, THE HEAD OF A NAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 DE5639 ***********************************************************************
 DE5639  DESIGNATION -  172
 DE5639  PID         -  DE5639
 DE5639  STATE/COUNTY-  OR/POLK
 DE5639  USGS QUAD   -  FANNO RIDGE (1974)
 DE5639
 DE5639                         *CURRENT SURVEY CONTROL
 DE5639  ___________________________________________________________________
 DE5639* NAD 83(2007)-  44 47 21.60725(N)    123 36 55.50755(W)     ADJUSTED  
 DE5639* NAVD 88     -       246.5    (meters)     809.     (feet)  GPS OBS   
 DE5639  ___________________________________________________________________
 DE5639  EPOCH DATE  -        2007.00
 DE5639  X           -  -2,510,245.270 (meters)                     COMP
 DE5639  Y           -  -3,776,017.899 (meters)                     COMP
 DE5639  Z           -   4,470,922.331 (meters)                     COMP
 DE5639  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 DE5639  ELLIP HEIGHT-         224.936 (meters)          (02/10/07) ADJUSTED
 DE5639  GEOID HEIGHT-         -21.54  (meters)                     GEOID03
 DE5639
 DE5639  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE5639  Type    PID    Designation                      North   East  Ellip
 DE5639  -------------------------------------------------------------------
 DE5639  NETWORK DE5639 172                               1.43   1.23   1.59
 DE5639  -------------------------------------------------------------------
 DE5639
 DE5639.The horizontal coordinates were established by GPS observations
 DE5639.and adjusted by the National Geodetic Survey in February 2007.
 DE5639
 DE5639.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE5639.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE5639.The horizontal coordinates are valid at the epoch date displayed above.
 DE5639.The epoch date for horizontal control is a decimal equivalence
 DE5639.of Year/Month/Day.
 DE5639
 DE5639.The orthometric height was determined by GPS observations and a
 DE5639.high-resolution geoid model.
 DE5639
 DE5639.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5639
 DE5639.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE5639
 DE5639.The ellipsoidal height was determined by GPS observations
 DE5639.and is referenced to NAD 83.
 DE5639
 DE5639.The geoid height was determined by GEOID03.
 DE5639
 DE5639;                    North         East     Units Scale Factor Converg.
 DE5639;SPC OR N     -   129,505.185 2,253,542.333   MT  0.99991638   -2 12 33.9
 DE5639;SPC OR N     -   424,885.78  7,393,511.59   iFT  0.99991638   -2 12 33.9
 DE5639;UTM  10      - 4,959,732.855   451,318.168   MT  0.99962914   -0 26 00.9
 DE5639
 DE5639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5639!SPC OR N     -   0.99996473  x   0.99991638  =   0.99988112
 DE5639!UTM  10      -   0.99996473  x   0.99962914  =   0.99959389
 DE5639
 DE5639                          SUPERSEDED SURVEY CONTROL
 DE5639
 DE5639  NAD 83(1998)-  44 47 21.60455(N)    123 36 55.51007(W) AD(       ) B
 DE5639  ELLIP H (06/19/02)  224.944  (m)                       GP(       ) 4 1
 DE5639
 DE5639.Superseded values are not recommended for survey control.
 DE5639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE5639.See file dsdata.txt to determine how the superseded data were derived.
 DE5639
 DE5639_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ5131859733(NAD 83)
 DE5639_MARKER: DD = SURVEY DISK
 DE5639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE5639_STAMPING: 172 1994
 DE5639_MARK LOGO: OR-053
 DE5639_PROJECTION: FLUSH
 DE5639_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE5639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE5639+STABILITY: SURFACE MOTION
 DE5639_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5639+SATELLITE: SATELLITE OBSERVATIONS - August 01, 1994
 DE5639
 DE5639  HISTORY     - Date     Condition        Report By
 DE5639  HISTORY     - 19940801 MONUMENTED       OR-053
 DE5639
 DE5639                          STATION DESCRIPTION
 DE5639
 DE5639'DESCRIBED BY POLK COUNTY OREGON 1994 (JDN)
 DE5639'THE STATION IS LOCATED ABOUT 16.1 KM (10.0 MI) SOUTHWEST OF FALLS CITY
 DE5639'AND 31.2 KM (19.4 MI)
 DE5639'SOUTHWEST OF MONMOUTH, IN THE NORTHWEST 1/4 OF SECTION 13 T9S R8W,
 DE5639'WILLAMETTE
 DE5639'MERIDIAN.  OWNERSHIP-- BOISE CASCADE (503-838-1610)
 DE5639' 
 DE5639'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 99W AND
 DE5639'51 IN MONMOUTH,
 DE5639'GO WEST ON HIGHWAY 51 FOR 12.24 KM (7.6 MI) TO THE INTERSECTION OF
 DE5639'STATE HIGHWAY 223 (KINGS
 DE5639'VALLEY HIGHWAY).  TURN LEFT, SOUTH, ON HIGHWAY 223 FOR 15.8 KM (9.8
 DE5639'MI) TO AN INTERSECTION
 DE5639'WHERE HIGHWAY 223 TURNS TO THE SOUTH AND BURBANK ROAD (COUNTY ROAD
 DE5639'9605) GOES TO THE
 DE5639'WEST. TAKE BURBANK ROAD TO THE WEST FOR 0.97 KM (0.60 MI) TO THE
 DE5639'INTERSECTION OF GAGE
 DE5639'ROAD (COUNTY ROAD 9606).  TURN LEFT, WESTERLY, ON GAGE ROAD FOR 6.78
 DE5639'KM (4.21 MI) TO THE
 DE5639'INTERSECTION OF WILDWOOD ROAD (COUNTY ROAD 1072). TURN RIGHT,
 DE5639'NORTHWESTERLY, ON
 DE5639'WILDWOOD ROAD FOR 0.42 KM (0.26 MI).  AT THIS POINT THE ROAD NAME
 DE5639'CHANGES TO THE  1600
 DE5639'ROAD AND YOU ARE NOW ON A GATED ROAD OWNED BY THE BOISE CASCADE
 DE5639'CORPORATION.
 DE5639'CONTINUE ON THE 1600 ROAD FOR 7.08 KM (4.4 MI) TO THE INTERSECTION
 DE5639'WITH THE 1400 ROAD.  AT
 DE5639'THIS POINT THE 1600 ROAD ENDS AND THE 1400 ROAD GOES TO THE NORTH AND
 DE5639'WEST.  TAKE THE
 DE5639'1400 ROAD FOR 3.86 KM (2.40 MI) TO THE INTERSECTION OF THE 670 ROAD.
 DE5639'TURN RIGHT, NORTH, ON
 DE5639'THE 670 ROAD FOR 51.8 M (170.0 FT) TO THE STATION ON THE LEFT.
 DE5639' 
 DE5639'THE STATION IS A 7.6 CM (3 IN) POLK COUNTY GPS SURVEY MONUMENT BRASS
 DE5639'CAP SET IN THE TOP OF
 DE5639'A 35 CM (14 IN) ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 3.0
 DE5639'M (10.0 FT) WEST OF THE
 DE5639'ROAD CENTERLINE, 13.56 M (44.5 FT) NORTHEAST FROM A 32 INCH STUMP WITH
 DE5639'A WITNESS TAG, AND
 DE5639'0.3 M (1.0 FT) NORTH FROM A CARSONITE WITNESS POST.
 DE5639' 
 DE5639'FOR ADDITIONAL INFORMATION ON HOW TO REACH THIS MONUMENT SEE THE POLK
 DE5639'COUNTY WEB
 DE5639'PAGE AT WWW.CO.POLK.OR.US/PUBLICWORKS/SURVEYS.HTM
 DE5639' 
 DE5639' 
 DE5639'
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0241 ***********************************************************************
 PB0241  DESIGNATION -  173
 PB0241  PID         -  PB0241
 PB0241  STATE/COUNTY-  OR/DESCHUTES
 PB0241  USGS QUAD   -  ANNS BUTTE (1981)
 PB0241
 PB0241                         *CURRENT SURVEY CONTROL
 PB0241  ___________________________________________________________________
 PB0241* NAD 83(1986)-  43 47 54.     (N)    121 27 20.     (W)     SCALED    
 PB0241* NAVD 88     -      1274.97   (+/-2cm)    4183.0    (feet)  VERTCON   
 PB0241  ___________________________________________________________________
 PB0241  GEOID HEIGHT-         -20.77  (meters)                     GEOID03
 PB0241  VERT ORDER  -  ? (See Below)
 PB0241
 PB0241.The horizontal coordinates were scaled from a topographic map and have
 PB0241.an estimated accuracy of +/- 6 seconds.
 PB0241
 PB0241.The NAVD 88 height was computed by applying the VERTCON shift value to
 PB0241.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PB0241.The vertical order pertains to the NGVD 29 superseded value.
 PB0241
 PB0241.The geoid height was determined by GEOID03.
 PB0241
 PB0241;                    North         East    Units  Estimated Accuracy
 PB0241;SPC OR S     -   237,240.    1,423,110.      MT  (+/- 180 meters Scaled)
 PB0241
 PB0241                          SUPERSEDED SURVEY CONTROL
 PB0241
 PB0241  NGVD 29 (??/??/92) 1273.760  (m)         4178.99   (f) ADJ UNCH    ?  
 PB0241
 PB0241.Superseded values are not recommended for survey control.
 PB0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0241.See file dsdata.txt to determine how the superseded data were derived.
 PB0241
 PB0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP242506(NAD 83)
 PB0241_MARKER: N = NAIL
 PB0241_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PB0241_SP_SET: TREE
 PB0241_STAMPING: 4179 173
 PB0241_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PB0241
 PB0241  HISTORY     - Date     Condition        Report By
 PB0241  HISTORY     - UNK      MONUMENTED       USGS
 PB0241  HISTORY     - 1934     GOOD             NGS
 PB0241
 PB0241                          STATION DESCRIPTION
 PB0241
 PB0241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PB0241'9.9 MI NE FROM LAPINE.
 PB0241'9.9 MILES NORTHEAST ALONG THE OLD RIVER ROAD FROM LAPINE, DESCHUTES
 PB0241'COUNTY, NEAR AN ABANDONED LOG CABIN BY THE LITTLE DESCHUTES RIVER, AT
 PB0241'THE WEST FENCE LINE, A LONE 30 INCH PINE TREE WITH A TRIANGULAR BLAZE
 PB0241'ON THE EAST SIDE OF THE TREE BEARING AN ALUMINUM TAG STAMPED 4179 173
 PB0241'ON THE WEST SIDE OF THE TREE, THE HEAD OF A NAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0238 ***********************************************************************
 PB0238  DESIGNATION -  175
 PB0238  PID         -  PB0238
 PB0238  STATE/COUNTY-  OR/DESCHUTES
 PB0238  USGS QUAD   -  ANNS BUTTE (1981)
 PB0238
 PB0238                         *CURRENT SURVEY CONTROL
 PB0238  ___________________________________________________________________
 PB0238* NAD 83(1986)-  43 50 10.     (N)    121 26 30.     (W)     SCALED    
 PB0238* NAVD 88     -      1275.70   (+/-2cm)    4185.4    (feet)  VERTCON   
 PB0238  ___________________________________________________________________
 PB0238  GEOID HEIGHT-         -20.72  (meters)                     GEOID03
 PB0238  VERT ORDER  -  ? (See Below)
 PB0238
 PB0238.The horizontal coordinates were scaled from a topographic map and have
 PB0238.an estimated accuracy of +/- 6 seconds.
 PB0238
 PB0238.The NAVD 88 height was computed by applying the VERTCON shift value to
 PB0238.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PB0238.The vertical order pertains to the NGVD 29 superseded value.
 PB0238
 PB0238.The geoid height was determined by GEOID03.
 PB0238
 PB0238;                    North         East    Units  Estimated Accuracy
 PB0238;SPC OR S     -   241,420.    1,424,270.      MT  (+/- 180 meters Scaled)
 PB0238
 PB0238                          SUPERSEDED SURVEY CONTROL
 PB0238
 PB0238  NGVD 29 (??/??/92) 1274.497  (m)         4181.41   (f) ADJ UNCH    ?  
 PB0238
 PB0238.Superseded values are not recommended for survey control.
 PB0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0238.See file dsdata.txt to determine how the superseded data were derived.
 PB0238
 PB0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP252548(NAD 83)
 PB0238_MARKER: DD = SURVEY DISK
 PB0238_SETTING: 0 = UNSPECIFIED SETTING
 PB0238_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PB0238
 PB0238  HISTORY     - Date     Condition        Report By
 PB0238  HISTORY     - UNK      MONUMENTED       USGS
 PB0238  HISTORY     - 1934     MARK NOT FOUND   NGS
 PB0238
 PB0238                          STATION DESCRIPTION
 PB0238
 PB0238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PB0238'12.7 MI NE FROM LAPINE.
 PB0238'12.7 MILES NORTHEAST ALONG THE OLD RIVER ROAD FROM LAPINE, DESCHUTES
 PB0238'COUNTY, ABOUT 0.2 MILE SOUTH OF A SCHOOL, AND 0.3 MILE NORTH OF
 PB0238'VANDERVERT RANCH.  NOTE-- THE AREA HAS BEEN LOGGED OFF AND
 PB0238'IDENTIFICATION IS IMPOSSIBLE.  THE BENCH WAS SET SEVERAL YEARS PRIOR
 PB0238'TO THE TREE BEING CUT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1450 ***********************************************************************
 RC1450  DESIGNATION -  1753
 RC1450  PID         -  RC1450
 RC1450  STATE/COUNTY-  OR/HOOD RIVER
 RC1450  USGS QUAD   -  PARKDALE (1994)
 RC1450
 RC1450                         *CURRENT SURVEY CONTROL
 RC1450  ___________________________________________________________________
 RC1450* NAD 83(1986)-  45 31 10.     (N)    121 35 10.     (W)     SCALED    
 RC1450* NAVD 88     -       535.324  (meters)    1756.31   (feet)  ADJUSTED  
 RC1450  ___________________________________________________________________
 RC1450  GEOID HEIGHT-         -21.20  (meters)                     GEOID03
 RC1450  DYNAMIC HT  -         535.260 (meters)    1756.10  (feet)  COMP
 RC1450  MODELED GRAV-     980,480.1   (mgal)                       NAVD 88
 RC1450
 RC1450  VERT ORDER  -  SECOND    CLASS 0
 RC1450
 RC1450.The horizontal coordinates were scaled from a topographic map and have
 RC1450.an estimated accuracy of +/- 6 seconds.
 RC1450
 RC1450.The orthometric height was determined by differential leveling
 RC1450.and adjusted in June 1991.
 RC1450
 RC1450.The geoid height was determined by GEOID03.
 RC1450
 RC1450.The dynamic height is computed by dividing the NAVD 88
 RC1450.geopotential number by the normal gravity value computed on the
 RC1450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1450.degrees latitude (g = 980.6199 gals.).
 RC1450
 RC1450.The modeled gravity was interpolated from observed gravity values.
 RC1450
 RC1450;                    North         East    Units  Estimated Accuracy
 RC1450;SPC OR N     -   206,460.    2,415,150.      MT  (+/- 180 meters Scaled)
 RC1450
 RC1450                          SUPERSEDED SURVEY CONTROL
 RC1450
 RC1450  NGVD 29 (??/??/92)  534.27   (m)         1752.9    (f) COMPUTED    2 0
 RC1450
 RC1450.Superseded values are not recommended for survey control.
 RC1450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1450.See file dsdata.txt to determine how the superseded data were derived.
 RC1450
 RC1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR104416(NAD 83)
 RC1450_MARKER: Q = CHISELED SQUARE
 RC1450_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RC1450_SP_SET: SYPHON BOX
 RC1450_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC1450
 RC1450  HISTORY     - Date     Condition        Report By
 RC1450  HISTORY     - UNK      MONUMENTED       USGS
 RC1450  HISTORY     - 1964     GOOD             ORDT
 RC1450
 RC1450                          STATION DESCRIPTION
 RC1450
 RC1450'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1964
 RC1450'0.5 MI E FROM PARKDALE.
 RC1450'ABOUT 1.7 MILES SOUTH OF MOUNT HOOD POST OFFICE ON MOUNT HOOD LOOP
 RC1450'HIGHWAY, .5 MILE EAST OF PARKDALE, NORTHWEST CORNER OF INTERSECTION OF
 RC1450'HIGHWAY AND BASE LINE ROAD, TOP OF IRRIGATION SYPHON BOX.  CHISLED
 RC1450'SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 DE5640 ***********************************************************************
 DE5640  DESIGNATION -  176
 DE5640  PID         -  DE5640
 DE5640  STATE/COUNTY-  OR/POLK
 DE5640  USGS QUAD   -  LEWISBURG (1986)
 DE5640
 DE5640                         *CURRENT SURVEY CONTROL
 DE5640  ___________________________________________________________________
 DE5640* NAD 83(2007)-  44 44 16.74218(N)    123 10 52.50873(W)     ADJUSTED  
 DE5640* NAVD 88     -        63.5    (meters)     208.     (feet)  GPS OBS   
 DE5640  ___________________________________________________________________
 DE5640  EPOCH DATE  -        2007.00
 DE5640  X           -  -2,483,687.978 (meters)                     COMP
 DE5640  Y           -  -3,798,184.931 (meters)                     COMP
 DE5640  Z           -   4,466,740.892 (meters)                     COMP
 DE5640  LAPLACE CORR-          -7.43  (seconds)                    DEFLEC99
 DE5640  ELLIP HEIGHT-          40.874 (meters)          (02/10/07) ADJUSTED
 DE5640  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 DE5640
 DE5640  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE5640  Type    PID    Designation                      North   East  Ellip
 DE5640  -------------------------------------------------------------------
 DE5640  NETWORK DE5640 176                               1.63   1.16   1.53
 DE5640  -------------------------------------------------------------------
 DE5640
 DE5640.The horizontal coordinates were established by GPS observations
 DE5640.and adjusted by the National Geodetic Survey in February 2007.
 DE5640
 DE5640.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE5640.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE5640.The horizontal coordinates are valid at the epoch date displayed above.
 DE5640.The epoch date for horizontal control is a decimal equivalence
 DE5640.of Year/Month/Day.
 DE5640
 DE5640.The orthometric height was determined by GPS observations and a
 DE5640.high-resolution geoid model.
 DE5640
 DE5640.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5640
 DE5640.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE5640
 DE5640.The ellipsoidal height was determined by GPS observations
 DE5640.and is referenced to NAD 83.
 DE5640
 DE5640.The geoid height was determined by GEOID03.
 DE5640
 DE5640;                    North         East     Units Scale Factor Converg.
 DE5640;SPC OR N     -   122,570.047 2,287,685.830   MT  0.99992267   -1 54 05.4
 DE5640;SPC OR N     -   402,132.70  7,505,530.94   iFT  0.99992267   -1 54 05.4
 DE5640;UTM  10      - 4,953,860.384   485,649.578   MT  0.99960253   -0 07 39.3
 DE5640
 DE5640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5640!SPC OR N     -   0.99999359  x   0.99992267  =   0.99991626
 DE5640!UTM  10      -   0.99999359  x   0.99960253  =   0.99959612
 DE5640
 DE5640                          SUPERSEDED SURVEY CONTROL
 DE5640
 DE5640  NAD 83(1998)-  44 44 16.73937(N)    123 10 52.51027(W) AD(       ) B
 DE5640  ELLIP H (06/19/02)   40.878  (m)                       GP(       ) 4 1
 DE5640
 DE5640.Superseded values are not recommended for survey control.
 DE5640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE5640.See file dsdata.txt to determine how the superseded data were derived.
 DE5640
 DE5640_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ8565053860(NAD 83)
 DE5640_MARKER: DD = SURVEY DISK
 DE5640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE5640_STAMPING: 176 1994
 DE5640_MARK LOGO: OR-053
 DE5640_PROJECTION: FLUSH
 DE5640_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE5640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE5640+STABILITY: SURFACE MOTION
 DE5640_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5640+SATELLITE: SATELLITE OBSERVATIONS - August 01, 1994
 DE5640
 DE5640  HISTORY     - Date     Condition        Report By
 DE5640  HISTORY     - 19940801 MONUMENTED       OR-053
 DE5640
 DE5640                          STATION DESCRIPTION
 DE5640
 DE5640'DESCRIBED BY POLK COUNTY OREGON 1994 (JDN)
 DE5640'THE STATION IS LOCATED ABOUT 12.9 KM (8.0 MI) SOUTHEAST OF MONMOUTH
 DE5640'AND 4.2 KM (2.6 MI)
 DE5640'SOUTHWEST OF BUENA VISTA, IN THE SOUTHEAST 1/4 OF SECTION 33 T9S R4W
 DE5640'WILLAMETTE
 DE5640'MERIDIAN.  OWNERSHIP-- POLK COUNTY RIGHT-OF-WAY.
 DE5640' 
 DE5640'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 51 AND
 DE5640'99W IN MONMOUTH,
 DE5640'GO SOUTH ON HIGHWAY 99W FOR 11.68 KM (7.25 MI) TO THE INTERSECTION OF
 DE5640'SUVER ROAD (COUNTY
 DE5640'ROAD 9421). TURN LEFT, EAST, ON SUVER ROAD FOR 3.43 KM (2.13 MI) TO
 DE5640'THE INTERSECTION OF
 DE5640'CORVALLIS ROAD (COUNTY ROAD 8419).  TURN RIGHT, SOUTH, ON CORVALLIS
 DE5640'ROAD FOR 0.58 KM (0.36
 DE5640'MI) TO THE STATION ON THE LEFT.
 DE5640' 
 DE5640'THE STATION IS A 7.6 CM (3 IN) POLK COUNTY GPS SURVEY MONUMENT BRASS
 DE5640'CAP SET IN THE TOP OF
 DE5640'A 35 CM (14 IN) ROUND CONCRETE POST FLUSH WITH THE GROUND. IT IS 4.6 M
 DE5640'(15.1 FT)
 DE5640'WEST-NORTHWEST FROM A GATE POST WITH A WITNESS TAG,  5.2 M (17.0 FT)
 DE5640'NORTH FROM A FIELD
 DE5640'ENTRANCE, AND 0.3 M (1.0 FT) SOUTH FROM A CARSONITE WITNESS POST.
 DE5640' 
 DE5640'FOR ADDITIONAL INFORMATION ON HOW TO REACH THIS MONUMENT SEE THE POLK
 DE5640'COUNTY WEB
 DE5640'PAGE AT WWW.CO.POLK.OR.US/PUBLICWORKS/SURVEYS.HTM
 DE5640' 
 DE5640'
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0577 ***********************************************************************
 QD0577  DESIGNATION -  1777 ORE
 QD0577  PID         -  QD0577
 QD0577  STATE/COUNTY-  OR/JEFFERSON
 QD0577  USGS QUAD   -  ROUND BUTTE DAM (1992)
 QD0577
 QD0577                         *CURRENT SURVEY CONTROL
 QD0577  ___________________________________________________________________
 QD0577* NAD 83(1986)-  44 32 15.     (N)    121 17 27.     (W)     SCALED    
 QD0577* NAVD 88     -       542.865  (meters)    1781.05   (feet)  ADJUSTED  
 QD0577  ___________________________________________________________________
 QD0577  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 QD0577  DYNAMIC HT  -         542.705 (meters)    1780.52  (feet)  COMP
 QD0577  MODELED GRAV-     980,309.3   (mgal)                       NAVD 88
 QD0577
 QD0577  VERT ORDER  -  SECOND    CLASS 0
 QD0577
 QD0577.The horizontal coordinates were scaled from a topographic map and have
 QD0577.an estimated accuracy of +/- 6 seconds.
 QD0577
 QD0577.The orthometric height was determined by differential leveling
 QD0577.and adjusted in June 1991.
 QD0577
 QD0577.The geoid height was determined by GEOID03.
 QD0577
 QD0577.The dynamic height is computed by dividing the NAVD 88
 QD0577.geopotential number by the normal gravity value computed on the
 QD0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0577.degrees latitude (g = 980.6199 gals.).
 QD0577
 QD0577.The modeled gravity was interpolated from observed gravity values.
 QD0577
 QD0577;                    North         East    Units  Estimated Accuracy
 QD0577;SPC OR N     -    97,080.    2,437,150.      MT  (+/- 180 meters Scaled)
 QD0577
 QD0577                          SUPERSEDED SURVEY CONTROL
 QD0577
 QD0577  NGVD 29 (??/??/92)  541.763  (m)         1777.43   (f) ADJ UNCH    2 0
 QD0577
 QD0577.Superseded values are not recommended for survey control.
 QD0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0577.See file dsdata.txt to determine how the superseded data were derived.
 QD0577
 QD0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ357329(NAD 83)
 QD0577_MARKER: DD = SURVEY DISK
 QD0577_SETTING: 80 = SET IN A BOULDER
 QD0577_SP_SET: BOULDER
 QD0577_STAMPING: 1777 ORE
 QD0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0577+STABILITY: SURFACE MOTION
 QD0577
 QD0577  HISTORY     - Date     Condition        Report By
 QD0577  HISTORY     - UNK      MONUMENTED       USGS
 QD0577  HISTORY     - 1946     GOOD             NGS
 QD0577
 QD0577                          STATION DESCRIPTION
 QD0577
 QD0577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 QD0577'16.6 MI N FROM LOWER BRIDGE.
 QD0577'ALONG DESCHUTES RIVER, ABOUT 16.6 MILES NORTH OF LOWER BRIDGE, ABOUT
 QD0577'0.3 MILE NORTH OF GRANDVIEW LOOP ROAD BRIDGE, SET IN LARGE BOULDER ON
 QD0577'EAST BANK OF RIVER, 70 YARDS NORTH OF FLAT AREA USED FOR CAMPING, 28
 QD0577'FEET EAST OF THE MOST NORTHERLY OF TWO HUGE BOULDERS IN EDGE OF RIVER,
 QD0577'ABOUT 10 FEET ABOVE WATER LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 DE5641 ***********************************************************************
 DE5641  DESIGNATION -  178
 DE5641  PID         -  DE5641
 DE5641  STATE/COUNTY-  OR/BENTON
 DE5641  USGS QUAD   -  AIRLIE SOUTH (1984)
 DE5641
 DE5641                         *CURRENT SURVEY CONTROL
 DE5641  ___________________________________________________________________
 DE5641* NAD 83(2007)-  44 42 48.41104(N)    123 17 54.20820(W)     ADJUSTED  
 DE5641* NAVD 88     -       103.2    (meters)     339.     (feet)  GPS OBS   
 DE5641  ___________________________________________________________________
 DE5641  EPOCH DATE  -        2007.00
 DE5641  X           -  -2,492,517.052 (meters)                     COMP
 DE5641  Y           -  -3,794,726.768 (meters)                     COMP
 DE5641  Z           -   4,464,831.830 (meters)                     COMP
 DE5641  LAPLACE CORR-          -8.59  (seconds)                    DEFLEC99
 DE5641  ELLIP HEIGHT-          80.937 (meters)          (02/10/07) ADJUSTED
 DE5641  GEOID HEIGHT-         -22.29  (meters)                     GEOID03
 DE5641
 DE5641  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE5641  Type    PID    Designation                      North   East  Ellip
 DE5641  -------------------------------------------------------------------
 DE5641  NETWORK DE5641 178                               1.37   1.10   1.35
 DE5641  -------------------------------------------------------------------
 DE5641
 DE5641.The horizontal coordinates were established by GPS observations
 DE5641.and adjusted by the National Geodetic Survey in February 2007.
 DE5641
 DE5641.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE5641.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE5641.The horizontal coordinates are valid at the epoch date displayed above.
 DE5641.The epoch date for horizontal control is a decimal equivalence
 DE5641.of Year/Month/Day.
 DE5641
 DE5641.The orthometric height was determined by GPS observations and a
 DE5641.high-resolution geoid model.
 DE5641
 DE5641.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5641
 DE5641.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE5641
 DE5641.The ellipsoidal height was determined by GPS observations
 DE5641.and is referenced to NAD 83.
 DE5641
 DE5641.The geoid height was determined by GEOID03.
 DE5641
 DE5641;                    North         East     Units Scale Factor Converg.
 DE5641;SPC OR N     -   120,159.800 2,278,319.448   MT  0.99992596   -1 59 04.5
 DE5641;SPC OR N     -   394,225.07  7,474,801.34   iFT  0.99992596   -1 59 04.5
 DE5641;UTM  10      - 4,951,162.153   476,365.283   MT  0.99960687   -0 12 35.8
 DE5641
 DE5641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5641!SPC OR N     -   0.99998731  x   0.99992596  =   0.99991327
 DE5641!UTM  10      -   0.99998731  x   0.99960687  =   0.99959418
 DE5641
 DE5641                          SUPERSEDED SURVEY CONTROL
 DE5641
 DE5641  NAD 83(1998)-  44 42 48.40811(N)    123 17 54.20998(W) AD(       ) B
 DE5641  ELLIP H (06/19/02)   80.948  (m)                       GP(       ) 4 1
 DE5641
 DE5641.Superseded values are not recommended for survey control.
 DE5641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE5641.See file dsdata.txt to determine how the superseded data were derived.
 DE5641
 DE5641_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ7636551162(NAD 83)
 DE5641_MARKER: DD = SURVEY DISK
 DE5641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE5641_STAMPING: 178 1994
 DE5641_MARK LOGO: OR-053
 DE5641_PROJECTION: FLUSH
 DE5641_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE5641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE5641+STABILITY: SURFACE MOTION
 DE5641_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5641+SATELLITE: SATELLITE OBSERVATIONS - August 01, 1994
 DE5641
 DE5641  HISTORY     - Date     Condition        Report By
 DE5641  HISTORY     - 19940801 MONUMENTED       OR-053
 DE5641
 DE5641                          STATION DESCRIPTION
 DE5641
 DE5641'DESCRIBED BY POLK COUNTY OREGON 1994 (JDN)
 DE5641'THE STATION IS LOCATED IN BENTON COUNTY, ABOUT 23.3 KM (14.5 MI) SOUTH
 DE5641'OF DALLAS AND 15.9 KM
 DE5641'(9.9 MI) SOUTHWEST OF MONMOUTH, IN THE SOUTHEAST 1/4 OF SECTION 9 T10S
 DE5641'R5W, WILLAMETTE
 DE5641'MERIDIAN.  OWNERSHIP-- BENTON COUNTY RIGHT-OF-WAY.
 DE5641' 
 DE5641'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 51 AND
 DE5641'99W IN MONMOUTH,
 DE5641'GO SOUTH ON HIGHWAY 99W FOR 11.68 KM (7.25 MI) TO THE INTERSECTION OF
 DE5641'AIRLIE ROAD (COUNTY
 DE5641'ROAD 8620).  TURN RIGHT, WEST, ON AIRLIE ROAD FOR 7.0 KM (4.35 MI) TO
 DE5641'THE INTERSECTION OF
 DE5641'BERRY CREEK ROAD (COUNTY ROAD 1051). TURN LEFT, SOUTH, ON BERRY CREEK
 DE5641'ROAD FOR 2.79 KM
 DE5641'(1.73 MI) TO THE STATION ON THE RIGHT.
 DE5641' 
 DE5641'THE STATION IS A 7.6 CM (3 IN) POLK COUNTY GPS SURVEY MONUMENT BRASS
 DE5641'CAP SET IN THE TOP OF
 DE5641'A 35 CM (14 IN) ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 0.81
 DE5641'KM (0.5 MI) SOUTH OF
 DE5641'THE POLK COUNTY/BENTON COUNTY LINE, 91.4 M (300 FT) SOUTH OF A GATED
 DE5641'ROAD TO THE WEST, 9.1
 DE5641'M (30.0 FT) WEST OF THE ROAD CENTERLINE, AND 1.0 M (3.0 FT) EAST OF A
 DE5641'NORTH TO SOUTH FENCE
 DE5641'LINE.  A CARSONITE WITNESS POST BEARS WEST 0.3 M (1.0 FT).
 DE5641' 
 DE5641'FOR ADDITIONAL INFORMATION ON HOW TO REACH THIS MONUMENT SEE THE POLK
 DE5641'COUNTY WEB
 DE5641'PAGE AT WWW.CO.POLK.OR.US/PUBLICWORKS/SURVEYS.HTM
 DE5641' 
 DE5641' 
 DE5641'
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0262 ***********************************************************************
 NZ0262  DESIGNATION -  1786.3
 NZ0262  PID         -  NZ0262
 NZ0262  STATE/COUNTY-  OR/DOUGLAS
 NZ0262  USGS QUAD   -  RAGSDALE BUTTE (1989)
 NZ0262
 NZ0262                         *CURRENT SURVEY CONTROL
 NZ0262  ___________________________________________________________________
 NZ0262* NAD 83(1986)-  42 50 18.     (N)    122 51 08.     (W)     SCALED    
 NZ0262* NAVD 88     -       545.502  (meters)    1789.70   (feet)  ADJUSTED  
 NZ0262  ___________________________________________________________________
 NZ0262  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 NZ0262  DYNAMIC HT  -         545.285 (meters)    1788.99  (feet)  COMP
 NZ0262  MODELED GRAV-     980,206.6   (mgal)                       NAVD 88
 NZ0262
 NZ0262  VERT ORDER  -  SECOND    CLASS 0
 NZ0262
 NZ0262.The horizontal coordinates were scaled from a topographic map and have
 NZ0262.an estimated accuracy of +/- 6 seconds.
 NZ0262
 NZ0262.The orthometric height was determined by differential leveling
 NZ0262.and adjusted in June 1991.
 NZ0262
 NZ0262.The geoid height was determined by GEOID03.
 NZ0262
 NZ0262.The dynamic height is computed by dividing the NAVD 88
 NZ0262.geopotential number by the normal gravity value computed on the
 NZ0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0262.degrees latitude (g = 980.6199 gals.).
 NZ0262
 NZ0262.The modeled gravity was interpolated from observed gravity values.
 NZ0262
 NZ0262;                    North         East    Units  Estimated Accuracy
 NZ0262;SPC OR S     -   132,850.    1,307,740.      MT  (+/- 180 meters Scaled)
 NZ0262
 NZ0262                          SUPERSEDED SURVEY CONTROL
 NZ0262
 NZ0262  NGVD 29 (??/??/92)  544.419  (m)         1786.15   (f) ADJ UNCH    2 0
 NZ0262
 NZ0262.Superseded values are not recommended for survey control.
 NZ0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0262.See file dsdata.txt to determine how the superseded data were derived.
 NZ0262
 NZ0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN120428(NAD 83)
 NZ0262_MARKER: DD = SURVEY DISK
 NZ0262_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NZ0262_SP_SET: FIR TREE
 NZ0262_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0262
 NZ0262  HISTORY     - Date     Condition        Report By
 NZ0262  HISTORY     - UNK      MONUMENTED       USGS
 NZ0262  HISTORY     - 1960     MARK NOT FOUND   NGS
 NZ0262
 NZ0262                          STATION DESCRIPTION
 NZ0262
 NZ0262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NZ0262'4.2 MI SE FROM DREW.
 NZ0262'4.2 MILES SOUTHEAST ALONG STATE HIGHWAY 227 FROM THE POST OFFICE AT
 NZ0262'DREW, 38 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND DRIVEN
 NZ0262'IN THE SOUTHEAST BASE OF A 50-INCH FIR TREE MARKED BY THE WHITE
 NZ0262'PAINTED LETTERS USBM 1786.3.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0420 ***********************************************************************
 RC0420  DESIGNATION -  1791
 RC0420  PID         -  RC0420
 RC0420  STATE/COUNTY-  OR/SHERMAN
 RC0420  USGS QUAD   -  MORO (1971)
 RC0420
 RC0420                         *CURRENT SURVEY CONTROL
 RC0420  ___________________________________________________________________
 RC0420* NAD 83(1986)-  45 28 58.     (N)    120 43 44.     (W)     SCALED    
 RC0420* NAVD 88     -       547.205  (meters)    1795.29   (feet)  ADJUSTED  
 RC0420  ___________________________________________________________________
 RC0420  GEOID HEIGHT-         -21.20  (meters)                     GEOID03
 RC0420  DYNAMIC HT  -         547.142 (meters)    1795.08  (feet)  COMP
 RC0420  MODELED GRAV-     980,483.6   (mgal)                       NAVD 88
 RC0420
 RC0420  VERT ORDER  -  FIRST     CLASS II
 RC0420
 RC0420.The horizontal coordinates were scaled from a topographic map and have
 RC0420.an estimated accuracy of +/- 6 seconds.
 RC0420
 RC0420.The orthometric height was determined by differential leveling
 RC0420.and adjusted in June 1991.
 RC0420
 RC0420.The geoid height was determined by GEOID03.
 RC0420
 RC0420.The dynamic height is computed by dividing the NAVD 88
 RC0420.geopotential number by the normal gravity value computed on the
 RC0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0420.degrees latitude (g = 980.6199 gals.).
 RC0420
 RC0420.The modeled gravity was interpolated from observed gravity values.
 RC0420
 RC0420;                    North         East    Units  Estimated Accuracy
 RC0420;SPC OR N     -   201,840.    2,482,110.      MT  (+/- 180 meters Scaled)
 RC0420
 RC0420                          SUPERSEDED SURVEY CONTROL
 RC0420
 RC0420  NGVD 29 (??/??/92)  546.190  (m)         1791.96   (f) ADJ UNCH    1 2
 RC0420
 RC0420.Superseded values are not recommended for survey control.
 RC0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0420.See file dsdata.txt to determine how the superseded data were derived.
 RC0420
 RC0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR774390(NAD 83)
 RC0420_MARKER: DD = SURVEY DISK
 RC0420_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RC0420_SP_SET: FOUNDATION
 RC0420_STAMPING: 1791.017 H 1904
 RC0420_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RC0420
 RC0420  HISTORY     - Date     Condition        Report By
 RC0420  HISTORY     - 1904     MONUMENTED       USGS
 RC0420  HISTORY     - 1949     GOOD             NGS
 RC0420  HISTORY     - 1962     MARK NOT FOUND   USGS
 RC0420  HISTORY     - 1987     MARK NOT FOUND   NGS
 RC0420
 RC0420                          STATION DESCRIPTION
 RC0420
 RC0420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 RC0420'IN MORO.
 RC0420'ABOUT 20 FEET NORTHEAST OF THE NORTHEAST END OF THE UNION PACIFIC
 RC0420'RAILROAD STATION, 22.25 FEET FROM SOUTH CORNER AND 23.55 FEET FROM
 RC0420'NORTH CORNER OF THE EASTERN END OF THE MAIN BUILDING, 21.6 FEET
 RC0420'NORTHWEST OF CENTER LINE OF THE MAIN LINE TRACKS, AND 59.1 FEET
 RC0420'NORTHWEST OF H-341 RESET (IN MOST NORTHERLY CORNER OF CONCRETE
 RC0420'FOUNDATION OF GRAIN ELEVATOR UNDER CONSTRUCTION).  THE MARK IS COVERED
 RC0420'WITH ABOUT 1 INCH OF GRASS TURF.
 RC0420
 RC0420                          STATION RECOVERY (1962)
 RC0420
 RC0420'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 RC0420'MARK NOT FOUND.
 RC0420
 RC0420                          STATION RECOVERY (1987)
 RC0420
 RC0420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RC0420'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0492 ***********************************************************************
 QE0492  DESIGNATION -  18
 QE0492  PID         -  QE0492
 QE0492  STATE/COUNTY-  OR/POLK
 QE0492  USGS QUAD   -  DALLAS (1986)
 QE0492
 QE0492                         *CURRENT SURVEY CONTROL
 QE0492  ___________________________________________________________________
 QE0492* NAD 83(1986)-  44 55 15.     (N)    123 18 58.     (W)     SCALED    
 QE0492* NAVD 88     -       100.255  (meters)     328.92   (feet)  ADJUSTED  
 QE0492  ___________________________________________________________________
 QE0492  GEOID HEIGHT-         -22.03  (meters)                     GEOID03
 QE0492  DYNAMIC HT  -         100.254 (meters)     328.92  (feet)  COMP
 QE0492  MODELED GRAV-     980,605.9   (mgal)                       NAVD 88
 QE0492
 QE0492  VERT ORDER  -  FIRST     CLASS II
 QE0492
 QE0492.The horizontal coordinates were scaled from a topographic map and have
 QE0492.an estimated accuracy of +/- 6 seconds.
 QE0492
 QE0492.The orthometric height was determined by differential leveling
 QE0492.and adjusted in June 1991.
 QE0492
 QE0492.The geoid height was determined by GEOID03.
 QE0492
 QE0492.The dynamic height is computed by dividing the NAVD 88
 QE0492.geopotential number by the normal gravity value computed on the
 QE0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0492.degrees latitude (g = 980.6199 gals.).
 QE0492
 QE0492.The modeled gravity was interpolated from observed gravity values.
 QE0492
 QE0492;                    North         East    Units  Estimated Accuracy
 QE0492;SPC OR N     -   143,240.    2,277,720.      MT  (+/- 180 meters Scaled)
 QE0492
 QE0492                          SUPERSEDED SURVEY CONTROL
 QE0492
 QE0492  NGVD 29 (??/??/92)   99.218  (m)          325.52   (f) ADJ UNCH    1 2
 QE0492
 QE0492.Superseded values are not recommended for survey control.
 QE0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0492.See file dsdata.txt to determine how the superseded data were derived.
 QE0492
 QE0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ750742(NAD 83)
 QE0492_MARKER: DD = SURVEY DISK
 QE0492_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QE0492_SP_SET: RAILING
 QE0492_STAMPING: PRIM TRAV STA 18 325 ORE 1913
 QE0492_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0492
 QE0492  HISTORY     - Date     Condition        Report By
 QE0492  HISTORY     - 1913     MONUMENTED       USGS
 QE0492  HISTORY     - 1930     GOOD             NGS
 QE0492
 QE0492                          STATION DESCRIPTION
 QE0492
 QE0492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1930
 QE0492'IN DALLAS.
 QE0492'IN NORTH STONE RAILING OF CONCRETE STEPS AT ENTRANCE TO POLK COUNTY
 QE0492'COURTHOUSE AT DALLAS.  AT NORTHWEST CORNER OF BUILDING.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0169 ***********************************************************************
 PB0169  DESIGNATION -  18
 PB0169  PID         -  PB0169
 PB0169  STATE/COUNTY-  OR/DESCHUTES
 PB0169  USGS QUAD   -  HORSE RIDGE (1981)
 PB0169
 PB0169                         *CURRENT SURVEY CONTROL
 PB0169  ___________________________________________________________________
 PB0169* NAD 83(1986)-  43 55 30.     (N)    121 01 18.     (W)     SCALED    
 PB0169* NAVD 88     -      1241.265  (meters)    4072.38   (feet)  ADJUSTED  
 PB0169  ___________________________________________________________________
 PB0169  GEOID HEIGHT-         -20.53  (meters)                     GEOID03
 PB0169  DYNAMIC HT  -        1240.721 (meters)    4070.60  (feet)  COMP
 PB0169  MODELED GRAV-     980,138.0   (mgal)                       NAVD 88
 PB0169
 PB0169  VERT ORDER  -  FIRST     CLASS II
 PB0169
 PB0169.The horizontal coordinates were scaled from a topographic map and have
 PB0169.an estimated accuracy of +/- 6 seconds.
 PB0169
 PB0169.The orthometric height was determined by differential leveling
 PB0169.and adjusted in June 1991.
 PB0169
 PB0169.The geoid height was determined by GEOID03.
 PB0169
 PB0169.The dynamic height is computed by dividing the NAVD 88
 PB0169.geopotential number by the normal gravity value computed on the
 PB0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0169.degrees latitude (g = 980.6199 gals.).
 PB0169
 PB0169.The modeled gravity was interpolated from observed gravity values.
 PB0169
 PB0169;                    North         East    Units  Estimated Accuracy
 PB0169;SPC OR S     -   251,000.    1,458,110.      MT  (+/- 180 meters Scaled)
 PB0169
 PB0169                          SUPERSEDED SURVEY CONTROL
 PB0169
 PB0169  NGVD 29 (??/??/92) 1240.076  (m)         4068.48   (f) ADJ UNCH    1 2
 PB0169
 PB0169.Superseded values are not recommended for survey control.
 PB0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0169.See file dsdata.txt to determine how the superseded data were derived.
 PB0169
 PB0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP588654(NAD 83)
 PB0169_MARKER: DD = SURVEY DISK
 PB0169_SETTING: 80 = SET IN A BOULDER
 PB0169_SP_SET: BOULDER
 PB0169_STAMPING: 18 1927 4069
 PB0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0169+STABILITY: SURFACE MOTION
 PB0169
 PB0169  HISTORY     - Date     Condition        Report By
 PB0169  HISTORY     - 1927     MONUMENTED       ORDT
 PB0169  HISTORY     - 1943     GOOD             NGS
 PB0169
 PB0169                          STATION DESCRIPTION
 PB0169
 PB0169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PB0169'6.3 MI NW FROM MILLICAN.
 PB0169'THIS MARK IS ABOUT 6.3 MILES NORTHWEST ALONG U.S. HIGHWAY 20 FROM THE
 PB0169'POST OFFICE AT MILLICAN, DESCHUTES COUNTY, SET AT THE NORTHWEST END OF
 PB0169'A HORSE SHOE TYPE OF CURVE, IN THE TOP OF A BOULDER ABOUT 10 FEET
 PB0169'ABOVE THE ROAD LEVEL, 44.5 FEET NORTHWEST OF THE CENTER LINE OF THE
 PB0169'HIGHWAY, 2.0 FEET NORTHWEST OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0264 ***********************************************************************
 PB0264  DESIGNATION -  18
 PB0264  PID         -  PB0264
 PB0264  STATE/COUNTY-  OR/KLAMATH
 PB0264  USGS QUAD   -  BIG HOLE (1982)
 PB0264
 PB0264                         *CURRENT SURVEY CONTROL
 PB0264  ___________________________________________________________________
 PB0264* NAD 83(1986)-  43 27 02.     (N)    121 21 40.     (W)     SCALED    
 PB0264* NAVD 88     -      1439.958  (meters)    4724.26   (feet)  ADJUSTED  
 PB0264  ___________________________________________________________________
 PB0264  GEOID HEIGHT-         -20.87  (meters)                     GEOID03
 PB0264  DYNAMIC HT  -        1439.192 (meters)    4721.75  (feet)  COMP
 PB0264  MODELED GRAV-     980,037.4   (mgal)                       NAVD 88
 PB0264
 PB0264  VERT ORDER  -  SECOND    CLASS 0
 PB0264
 PB0264.The horizontal coordinates were scaled from a topographic map and have
 PB0264.an estimated accuracy of +/- 6 seconds.
 PB0264
 PB0264.The orthometric height was determined by differential leveling
 PB0264.and adjusted in June 1991.
 PB0264
 PB0264.The geoid height was determined by GEOID03.
 PB0264
 PB0264.The dynamic height is computed by dividing the NAVD 88
 PB0264.geopotential number by the normal gravity value computed on the
 PB0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0264.degrees latitude (g = 980.6199 gals.).
 PB0264
 PB0264.The modeled gravity was interpolated from observed gravity values.
 PB0264
 PB0264;                    North         East    Units  Estimated Accuracy
 PB0264;SPC OR S     -   198,520.    1,430,310.      MT  (+/- 180 meters Scaled)
 PB0264
 PB0264                          SUPERSEDED SURVEY CONTROL
 PB0264
 PB0264  NGVD 29 (??/??/92) 1438.682  (m)         4720.08   (f) ADJ UNCH    2 0
 PB0264
 PB0264.Superseded values are not recommended for survey control.
 PB0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0264.See file dsdata.txt to determine how the superseded data were derived.
 PB0264
 PB0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP326121(NAD 83)
 PB0264_MARKER: DD = SURVEY DISK
 PB0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0264_STAMPING: 4720 18 1929
 PB0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0264+STABILITY: SURFACE MOTION
 PB0264
 PB0264  HISTORY     - Date     Condition        Report By
 PB0264  HISTORY     - 1929     MONUMENTED       BPR
 PB0264  HISTORY     - 1931     GOOD             NGS
 PB0264  HISTORY     - 19860916 MARK NOT FOUND   USPSQD
 PB0264
 PB0264                          STATION DESCRIPTION
 PB0264
 PB0264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 PB0264'18.8 MI SE FROM LAPINE.
 PB0264'IN KLAMATH COUNTY, ABOUT 18.8 MILES SOUTHEAST ALONG THE FREMONT
 PB0264'HIGHWAY (OREGON 31) FROM LAPINE, DESCHUTES COUNTY, ABOUT 0.1 MILE WEST
 PB0264'OF THE OLD SUMMIT STAGE STATION, AND 36 FEET NORTH OF THE CENTER LINE
 PB0264'OF THE HIGHWAY.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK,
 PB0264'STAMPED 4720 18 1929 AND SET IN THE TOP OF A CONCRETE POST.
 PB0264
 PB0264                          STATION RECOVERY (1986)
 PB0264
 PB0264'RECOVERY NOTE BY US POWER SQUADRON 1986 (RCC)
 PB0264'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0169 ***********************************************************************
 PC0169  DESIGNATION -  18
 PC0169  PID         -  PC0169
 PC0169  STATE/COUNTY-  OR/LANE
 PC0169  USGS QUAD   -  JASPER (1986)
 PC0169
 PC0169                         *CURRENT SURVEY CONTROL
 PC0169  ___________________________________________________________________
 PC0169* NAD 83(1986)-  43 57 55.     (N)    122 55 47.     (W)     SCALED    
 PC0169* NAVD 88     -       201.583  (meters)     661.36   (feet)  ADJUSTED  
 PC0169  ___________________________________________________________________
 PC0169  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 PC0169  DYNAMIC HT  -         201.545 (meters)     661.24  (feet)  COMP
 PC0169  MODELED GRAV-     980,425.7   (mgal)                       NAVD 88
 PC0169
 PC0169  VERT ORDER  -  SECOND    CLASS 0
 PC0169
 PC0169.The horizontal coordinates were scaled from a topographic map and have
 PC0169.an estimated accuracy of +/- 6 seconds.
 PC0169
 PC0169.The orthometric height was determined by differential leveling
 PC0169.and adjusted in June 1991.
 PC0169
 PC0169.The geoid height was determined by GEOID03.
 PC0169
 PC0169.The dynamic height is computed by dividing the NAVD 88
 PC0169.geopotential number by the normal gravity value computed on the
 PC0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0169.degrees latitude (g = 980.6199 gals.).
 PC0169
 PC0169.The modeled gravity was interpolated from observed gravity values.
 PC0169
 PC0169;                    North         East    Units  Estimated Accuracy
 PC0169;SPC OR S     -   258,170.    1,305,040.      MT  (+/- 180 meters Scaled)
 PC0169
 PC0169                          SUPERSEDED SURVEY CONTROL
 PC0169
 PC0169  NGVD 29 (??/??/92)  200.471  (m)          657.71   (f) ADJ UNCH    2 0
 PC0169
 PC0169.Superseded values are not recommended for survey control.
 PC0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0169.See file dsdata.txt to determine how the superseded data were derived.
 PC0169
 PC0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP056680(NAD 83)
 PC0169_MARKER: DD = SURVEY DISK
 PC0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PC0169_STAMPING: 18 657 1917
 PC0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0169+STABILITY: SURFACE MOTION
 PC0169
 PC0169  HISTORY     - Date     Condition        Report By
 PC0169  HISTORY     - 1917     MONUMENTED       USGS
 PC0169  HISTORY     - 1942     GOOD             NGS
 PC0169  HISTORY     - 1984     MARK NOT FOUND   USGS
 PC0169
 PC0169                          STATION DESCRIPTION
 PC0169
 PC0169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 PC0169'4.9 MI SE FROM GOSHEN.
 PC0169'4.9 MILES SOUTHEAST OF THE POST OFFICE.  AT PLEASANT HILL, 200 FEET
 PC0169'SOUTH OF PLEASANT HILL SCHOOL DISTRICT NO. 1, 190 FEET NORTHWEST OF
 PC0169'THE CHURCH OF CHRIST AND 60 FEET SOUTH OF THE CENTER LINE OF STATE
 PC0169'HIGHWAY 58.  WITNESS POST SET.
 PC0169
 PC0169                          STATION RECOVERY (1984)
 PC0169
 PC0169'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 PC0169'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3589 ***********************************************************************
 RD3589  DESIGNATION -  18
 RD3589  PID         -  RD3589
 RD3589  STATE/COUNTY-  OR/MULTNOMAH
 RD3589  USGS QUAD   -  SAUVIE ISLAND (1990)
 RD3589
 RD3589                         *CURRENT SURVEY CONTROL
 RD3589  ___________________________________________________________________
 RD3589* NAD 83(1991)-  45 38 06.10890(N)    122 47 31.10514(W)     ADJUSTED  
 RD3589* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 RD3589  ___________________________________________________________________
 RD3589  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 RD3589  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 RD3589  HORZ ORDER  -  THIRD
 RD3589
 RD3589.The horizontal coordinates were established by classical geodetic methods
 RD3589.and adjusted by the National Geodetic Survey in October 1991.
 RD3589
 RD3589.The orthometric height was scaled from a topographic map.
 RD3589
 RD3589.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3589
 RD3589.The geoid height was determined by GEOID03.
 RD3589
 RD3589;                    North         East     Units Scale Factor Converg.
 RD3589;SPC OR N     -   221,265.303 2,321,329.361   MT  0.99992768   -1 37 31.6
 RD3589;SPC OR N     -   725,936.03  7,615,909.98   iFT  0.99992768   -1 37 31.6
 RD3589;SPC WA S     -    36,130.631   321,308.531   MT  1.00005084   -1 39 53.6
 RD3589;SPC WA S     -   118,538.58  1,054,159.74   sFT  1.00005084   -1 39 53.6
 RD3589;UTM  10      - 5,053,519.193   516,213.539   MT  0.99960323   +0 08 55.4
 RD3589
 RD3589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3589!SPC OR N     -   1.00000341  x   0.99992768  =   0.99993109
 RD3589!SPC WA S     -   1.00000341  x   1.00005084  =   1.00005425
 RD3589!UTM  10      -   1.00000341  x   0.99960323  =   0.99960664
 RD3589
 RD3589:                Primary Azimuth Mark                     Grid Az
 RD3589:SPC OR N     -  16                                       043 16 33.5
 RD3589:SPC WA S     -  16                                       043 18 55.5
 RD3589:UTM  10      -  16                                       041 30 06.5
 RD3589
 RD3589|---------------------------------------------------------------------|
 RD3589| PID    Reference Object                     Distance      Geod. Az  |
 RD3589|                                                           dddmmss.s |
 RD3589| RD3578 16                                  APPROX. 0.5 KM 0413901.9 |
 RD3589|---------------------------------------------------------------------|
 RD3589
 RD3589                          SUPERSEDED SURVEY CONTROL
 RD3589
 RD3589  NAD 83(1986)-  45 38 06.12823(N)    122 47 31.10682(W) AD(       ) 3
 RD3589  NAD 27      -  45 38 06.70800(N)    122 47 26.74200(W) AD(       ) 3
 RD3589
 RD3589.Superseded values are not recommended for survey control.
 RD3589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3589.See file dsdata.txt to determine how the superseded data were derived.
 RD3589
 RD3589_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1621453519(NAD 83)
 RD3589
 RD3589  HISTORY     - Date     Condition        Report By
 RD3589  HISTORY     - 1899     MONUMENTED       USE
 RD3589  HISTORY     - 1960     SEE DESCRIPTION  CGS
 RD3589  HISTORY     - 1988     GOOD             USPSQD
 RD3589  HISTORY     - 19940423 MARK NOT FOUND   USPSQD
 RD3589
 RD3589                          STATION DESCRIPTION
 RD3589
 RD3589'DESCRIBED BY US ENGINEERS 1899
 RD3589'THE STATION IS MARKED BY A PIPE SET IN THE CENTER OF A SQUARE BLOCK
 RD3589'OF CONCRETE.  THE TOP OF THE BLOCK IS SMOOTHED OFF AND BEARS THE
 RD3589'LETTERS U.S.E., ONE LETTER IN EACH OF THREE CORNERS.  IN THE FOURTH
 RD3589'CORNER IS THE NUMBER BY WHICH THE STATION IS KNOWN.
 RD3589
 RD3589                          STATION RECOVERY (1960)
 RD3589
 RD3589'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ANS)
 RD3589'STATION WAS MARKED BY A PIPE SET IN CONCRETE.  THIS STATION WAS
 RD3589'NOT RECOVERED.
 RD3589'
 RD3589'A SEARCH WAS MADE FOR THE STATION IN THE AREA, BY THE GEOGRAPHIC
 RD3589'POSITION.  THE WILLAMETTE RIVER HAS CHANGED IN THIS AREA.  IT IS
 RD3589'QUITE CERTAIN THAT THIS STATION IS LOST.
 RD3589
 RD3589                          STATION RECOVERY (1988)
 RD3589
 RD3589'RECOVERY NOTE BY US POWER SQUADRON 1988 (KRN)
 RD3589'RECOVERED IN GOOD CONDITION.
 RD3589
 RD3589                          STATION RECOVERY (1994)
 RD3589
 RD3589'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD3589'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AI6286 ***********************************************************************
 AI6286  DESIGNATION -  18
 AI6286  PID         -  AI6286
 AI6286  STATE/COUNTY-  OR/BENTON
 AI6286  USGS QUAD   -  CORVALLIS (1986)
 AI6286
 AI6286                         *CURRENT SURVEY CONTROL
 AI6286  ___________________________________________________________________
 AI6286* NAD 83(1986)-  44 34 44.     (N)    123 16 55.     (W)     SCALED    
 AI6286* NAVD 88     -        75.147  (meters)     246.54   (feet)  ADJUSTED  
 AI6286  ___________________________________________________________________
 AI6286  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 AI6286  DYNAMIC HT  -          75.142 (meters)     246.53  (feet)  COMP
 AI6286  MODELED GRAV-     980,560.2   (mgal)                       NAVD 88
 AI6286
 AI6286  VERT ORDER  -  FIRST     CLASS II
 AI6286
 AI6286.The horizontal coordinates were scaled from a topographic map and have
 AI6286.an estimated accuracy of +/- 6 seconds.
 AI6286
 AI6286.The orthometric height was determined by differential leveling
 AI6286.and adjusted in July 2002.
 AI6286.No vertical observational check was made to the station.
 AI6286
 AI6286.The geoid height was determined by GEOID03.
 AI6286
 AI6286.The dynamic height is computed by dividing the NAVD 88
 AI6286.geopotential number by the normal gravity value computed on the
 AI6286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6286.degrees latitude (g = 980.6199 gals.).
 AI6286
 AI6286.The modeled gravity was interpolated from observed gravity values.
 AI6286
 AI6286;                    North         East    Units  Estimated Accuracy
 AI6286;SPC OR N     -   105,170.    2,279,110.      MT  (+/- 180 meters Scaled)
 AI6286
 AI6286                          SUPERSEDED SURVEY CONTROL
 AI6286
 AI6286.No superseded survey control is available for this station.
 AI6286
 AI6286_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ776362(NAD 83)
 AI6286_MARKER: DB = BENCH MARK DISK
 AI6286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6286_STAMPING: 18
 AI6286_MARK LOGO: OR0420
 AI6286_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI6286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6286+STABILITY: SURFACE MOTION
 AI6286_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI6286+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2000
 AI6286
 AI6286  HISTORY     - Date     Condition        Report By
 AI6286  HISTORY     - 2000     MONUMENTED       OR0420
 AI6286  HISTORY     - 20000309 GOOD             NGS
 AI6286
 AI6286                          STATION DESCRIPTION
 AI6286
 AI6286'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 AI6286'IN CORVALLIS, AT THE INTERSECTION OF NORTHWEST 29TH STREET, NORTHWEST
 AI6286'COOLEDGE WAY, AND NORTHWEST GRANT AVENUE, NEAR THE CENTER OF A TRAFFIC
 AI6286'ISLAND, 19.3 M (63.3 FT) EAST THE STREET CENTERLINE, 7.9 M (25.9 FT)
 AI6286'NORTHEAST OF AND LEVEL WITH THE CENTER OF THE WAY, AND 5.5 M (18.0 FT)
 AI6286'SOUTH OF THE AVENUE CENTER .  NOTE--THE MARK IS ON THE AVENUE
 AI6286'RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0171 ***********************************************************************
 PC0171  DESIGNATION -  18 3
 PC0171  PID         -  PC0171
 PC0171  STATE/COUNTY-  OR/LANE
 PC0171  USGS QUAD   -  JASPER (1986)
 PC0171
 PC0171                         *CURRENT SURVEY CONTROL
 PC0171  ___________________________________________________________________
 PC0171* NAD 83(1986)-  43 57 33.     (N)    122 54 45.     (W)     SCALED    
 PC0171* NAVD 88     -       209.624  (meters)     687.74   (feet)  ADJUSTED  
 PC0171  ___________________________________________________________________
 PC0171  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 PC0171  DYNAMIC HT  -         209.584 (meters)     687.61  (feet)  COMP
 PC0171  MODELED GRAV-     980,423.6   (mgal)                       NAVD 88
 PC0171
 PC0171  VERT ORDER  -  SECOND    CLASS 0
 PC0171
 PC0171.The horizontal coordinates were scaled from a topographic map and have
 PC0171.an estimated accuracy of +/- 6 seconds.
 PC0171
 PC0171.The orthometric height was determined by differential leveling
 PC0171.and adjusted in June 1991.
 PC0171
 PC0171.The geoid height was determined by GEOID03.
 PC0171
 PC0171.The dynamic height is computed by dividing the NAVD 88
 PC0171.geopotential number by the normal gravity value computed on the
 PC0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0171.degrees latitude (g = 980.6199 gals.).
 PC0171
 PC0171.The modeled gravity was interpolated from observed gravity values.
 PC0171
 PC0171;                    North         East    Units  Estimated Accuracy
 PC0171;SPC OR S     -   257,460.    1,306,400.      MT  (+/- 180 meters Scaled)
 PC0171
 PC0171                          SUPERSEDED SURVEY CONTROL
 PC0171
 PC0171  NGVD 29 (??/??/92)  208.514  (m)          684.10   (f) ADJ UNCH    2 0
 PC0171
 PC0171.Superseded values are not recommended for survey control.
 PC0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0171.See file dsdata.txt to determine how the superseded data were derived.
 PC0171
 PC0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP070673(NAD 83)
 PC0171_MARKER: DD = SURVEY DISK
 PC0171_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PC0171_SP_SET: ROCK OUTCROP
 PC0171_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PC0171
 PC0171  HISTORY     - Date     Condition        Report By
 PC0171  HISTORY     - UNK      MONUMENTED       USE
 PC0171  HISTORY     - 1942     GOOD             NGS
 PC0171  HISTORY     - 1949     MARK NOT FOUND   DOD
 PC0171
 PC0171                          STATION DESCRIPTION
 PC0171
 PC0171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 PC0171'5.95 MI SE FROM GOSHEN.
 PC0171'5.95 MILES SOUTHWEST OF THE POST OFFICE.  ALONG STATE HIGHWAY 58, 15
 PC0171'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 600 FEET EAST OF THE
 PC0171'PLEASANT HILL HIGH SCHOOL, 30 FEET WEST OF A POWER POLE AND 1 FOOT
 PC0171'FROM A FARM FENCE.  WITNESS POST SET.
 PC0171
 PC0171                          STATION RECOVERY (1949)
 PC0171
 PC0171'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1949
 PC0171'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0868 ***********************************************************************
 PB0868  DESIGNATION -  18 A PSM
 PB0868  PID         -  PB0868
 PB0868  STATE/COUNTY-  OR/DESCHUTES
 PB0868  USGS QUAD   -  DICKERSON FLAT (1983)
 PB0868
 PB0868                         *CURRENT SURVEY CONTROL
 PB0868  ___________________________________________________________________
 PB0868* NAD 83(1986)-  43 42 09.     (N)    120 44 01.     (W)     SCALED    
 PB0868* NAVD 88     -      1467.116  (meters)    4813.36   (feet)  ADJUSTED  
 PB0868  ___________________________________________________________________
 PB0868  GEOID HEIGHT-         -20.12  (meters)                     GEOID03
 PB0868  DYNAMIC HT  -        1466.362 (meters)    4810.89  (feet)  COMP
 PB0868  MODELED GRAV-     980,053.8   (mgal)                       NAVD 88
 PB0868
 PB0868  VERT ORDER  -  THIRD
 PB0868
 PB0868.The horizontal coordinates were scaled from a topographic map and have
 PB0868.an estimated accuracy of +/- 6 seconds.
 PB0868
 PB0868.The orthometric height was determined by differential leveling
 PB0868.and adjusted in August 1995.
 PB0868
 PB0868.The geoid height was determined by GEOID03.
 PB0868
 PB0868.The dynamic height is computed by dividing the NAVD 88
 PB0868.geopotential number by the normal gravity value computed on the
 PB0868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0868.degrees latitude (g = 980.6199 gals.).
 PB0868
 PB0868.The modeled gravity was interpolated from observed gravity values.
 PB0868
 PB0868;                    North         East    Units  Estimated Accuracy
 PB0868;SPC OR S     -   226,180.    1,481,170.      MT  (+/- 180 meters Scaled)
 PB0868
 PB0868                          SUPERSEDED SURVEY CONTROL
 PB0868
 PB0868.No superseded survey control is available for this station.
 PB0868
 PB0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP826413(NAD 83)
 PB0868_MARKER: DB = BENCH MARK DISK
 PB0868_SETTING: 66 = SET IN ROCK OUTCROP
 PB0868_SP_SET: ROD CEMENTED IN BEDROCK
 PB0868_STAMPING: 18A PSM 1978 4810
 PB0868_MARK LOGO: USGS  
 PB0868_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PB0868+STABILITY: POSITION/ELEVATION WELL
 PB0868
 PB0868  HISTORY     - Date     Condition        Report By
 PB0868  HISTORY     - 1978     MONUMENTED       USGS
 PB0868
 PB0868                          STATION DESCRIPTION
 PB0868
 PB0868'DESCRIBED BY US GEOLOGICAL SURVEY 1978
 PB0868'33.6 KM (20.90 MI) SE FROM MILLICAN.
 PB0868'MILLICAN, 8.2 MI ESE OF, ALONG US HWY 20 TO T-RD, THENCE 5.7 MI S TO
 PB0868'X-RD, THENCE 7.0 MI SE ALONG MAIN RD.  NEAR SE CORNER OF SEC 36 T21S
 PB0868'R16E, 28 FT E OF MAIN RD, 13 FT S OF GATE, 3 FT S OF FENCE CORNER, 1
 PB0868'FT W OF FENCE, ENCASED IN GREEN PLASTIC PIPE, ON 3 FT OF
 PB0868'COPPER-COATED ROD DRIVEN INTO BEDROCK AND CEMENTED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0622 ***********************************************************************
 NW0622  DESIGNATION -  18 BKC
 NW0622  PID         -  NW0622
 NW0622  STATE/COUNTY-  OR/MALHEUR
 NW0622  USGS QUAD   -  SQUAW FLAT (1980)
 NW0622
 NW0622                         *CURRENT SURVEY CONTROL
 NW0622  ___________________________________________________________________
 NW0622* NAD 83(1986)-  42 33 50.     (N)    117 18 50.     (W)     SCALED    
 NW0622* NAVD 88     -      1471.040  (meters)    4826.24   (feet)  ADJUSTED  
 NW0622  ___________________________________________________________________
 NW0622  GEOID HEIGHT-         -17.59  (meters)                     GEOID03
 NW0622  DYNAMIC HT  -        1470.142 (meters)    4823.29  (feet)  COMP
 NW0622  MODELED GRAV-     979,959.5   (mgal)                       NAVD 88
 NW0622
 NW0622  VERT ORDER  -  SECOND    CLASS 0
 NW0622
 NW0622.The horizontal coordinates were scaled from a topographic map and have
 NW0622.an estimated accuracy of +/- 6 seconds.
 NW0622
 NW0622.The orthometric height was determined by differential leveling
 NW0622.and adjusted in August 1995.
 NW0622
 NW0622.The geoid height was determined by GEOID03.
 NW0622
 NW0622.The dynamic height is computed by dividing the NAVD 88
 NW0622.geopotential number by the normal gravity value computed on the
 NW0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0622.degrees latitude (g = 980.6199 gals.).
 NW0622
 NW0622.The modeled gravity was interpolated from observed gravity values.
 NW0622
 NW0622;                    North         East    Units  Estimated Accuracy
 NW0622;SPC OR S     -   104,640.    1,761,550.      MT  (+/- 180 meters Scaled)
 NW0622
 NW0622                          SUPERSEDED SURVEY CONTROL
 NW0622
 NW0622.No superseded survey control is available for this station.
 NW0622
 NW0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH742124(NAD 83)
 NW0622_MARKER: DB = BENCH MARK DISK
 NW0622_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0622_SP_SET: COPPER-CLAD STEEL ROD
 NW0622_STAMPING: 18 BKC 1973 4822
 NW0622_MARK LOGO: USGS  
 NW0622_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0622_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0622_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0622+SATELLITE: SATELLITE OBSERVATIONS - 1973
 NW0622
 NW0622  HISTORY     - Date     Condition        Report By
 NW0622  HISTORY     - 1973     MONUMENTED       USGS
 NW0622
 NW0622                          STATION DESCRIPTION
 NW0622
 NW0622'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 NW0622'FROM ROME, OREGON PROCEED 29.8 MILES SOUTH AND SOUTHEAST ALONG A
 NW0622'TRACK ROAD, THENCE 3.4 MILES SOUTHWEST ALONG A TRACK ROAD, AT A DRAIN
 NW0622'CROSSING, 99 FEET WEST OF THE CENTER OF THE DRAIN, AND 25 FEET SOUTH
 NW0622'OF THE CENTERLINE OF THE ROAD, SET ON 5/8-INCH COPPER-COATED ROD
 NW0622'DRIVEN TO REFUSAL (ROD DEPTH UNKNOWN) WITH THE TOP ENCASED IN A
 NW0622'6-INCH DRAINPIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2700 ***********************************************************************
 QE2700  DESIGNATION -  18 KJO
 QE2700  PID         -  QE2700
 QE2700  STATE/COUNTY-  OR/LINCOLN
 QE2700  USGS QUAD   -  ELK CITY (1984)
 QE2700
 QE2700                         *CURRENT SURVEY CONTROL
 QE2700  ___________________________________________________________________
 QE2700* NAD 83(1986)-  44 32 11.     (N)    123 48 12.     (W)     SCALED    
 QE2700* NAVD 88     -       335.468  (meters)    1100.61   (feet)  ADJUSTED  
 QE2700  ___________________________________________________________________
 QE2700  GEOID HEIGHT-         -22.53  (meters)                     GEOID03
 QE2700  DYNAMIC HT  -         335.443 (meters)    1100.53  (feet)  COMP
 QE2700  MODELED GRAV-     980,532.2   (mgal)                       NAVD 88
 QE2700
 QE2700  VERT ORDER  -  SECOND    CLASS I
 QE2700
 QE2700.The horizontal coordinates were scaled from a topographic map and have
 QE2700.an estimated accuracy of +/- 6 seconds.
 QE2700
 QE2700.The orthometric height was determined by differential leveling
 QE2700.and adjusted in August 1995.
 QE2700
 QE2700.The geoid height was determined by GEOID03.
 QE2700
 QE2700.The dynamic height is computed by dividing the NAVD 88
 QE2700.geopotential number by the normal gravity value computed on the
 QE2700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE2700.degrees latitude (g = 980.6199 gals.).
 QE2700
 QE2700.The modeled gravity was interpolated from observed gravity values.
 QE2700
 QE2700;                    North         East    Units  Estimated Accuracy
 QE2700;SPC OR N     -   102,010.    2,237,540.      MT  (+/- 180 meters Scaled)
 QE2700
 QE2700                          SUPERSEDED SURVEY CONTROL
 QE2700
 QE2700.No superseded survey control is available for this station.
 QE2700
 QE2700_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ361317(NAD 83)
 QE2700_MARKER: DB = BENCH MARK DISK
 QE2700_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QE2700_SP_SET: COPPER-CLAD STEEL ROD
 QE2700_STAMPING: 18 KJO 1979 1097
 QE2700_MARK LOGO: USGS  
 QE2700_PROJECTION: PROJECTING 8 CENTIMETERS
 QE2700_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE2700_ROD/PIPE-DEPTH: 8.23 meters
 QE2700
 QE2700  HISTORY     - Date     Condition        Report By
 QE2700  HISTORY     - 1979     MONUMENTED       USGS
 QE2700
 QE2700                          STATION DESCRIPTION
 QE2700
 QE2700'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 QE2700'10.5 KM (6.50 MI) SW FROM HARLAN.
 QE2700'HARLAN, 6.52 MI SW OF.  66 FT E OF RD JCT, 33 FT E OF NORTHERN END OF
 QE2700'15-INCH CORRUGATED STEEL CULVERT, 29 FT NE OF CENTERLINE OF RD.
 QE2700'THE MARK IS 6.2 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0789 ***********************************************************************
 PA0789  DESIGNATION -  18 LRC
 PA0789  PID         -  PA0789
 PA0789  STATE/COUNTY-  OR/HARNEY
 PA0789  USGS QUAD   -  DRY VALLEY RIM (1984)
 PA0789
 PA0789                         *CURRENT SURVEY CONTROL
 PA0789  ___________________________________________________________________
 PA0789* NAD 83(1986)-  43 05 28.     (N)    119 43 44.     (W)     SCALED    
 PA0789* NAVD 88     -      1376.766  (meters)    4516.94   (feet)  ADJUSTED  
 PA0789  ___________________________________________________________________
 PA0789  GEOID HEIGHT-         -19.79  (meters)                     GEOID03
 PA0789  DYNAMIC HT  -        1376.007 (meters)    4514.45  (feet)  COMP
 PA0789  MODELED GRAV-     980,021.0   (mgal)                       NAVD 88
 PA0789
 PA0789  VERT ORDER  -  SECOND    CLASS 0
 PA0789
 PA0789.The horizontal coordinates were scaled from a topographic map and have
 PA0789.an estimated accuracy of +/- 6 seconds.
 PA0789
 PA0789.The orthometric height was determined by differential leveling
 PA0789.and adjusted in August 1995.
 PA0789
 PA0789.The geoid height was determined by GEOID03.
 PA0789
 PA0789.The dynamic height is computed by dividing the NAVD 88
 PA0789.geopotential number by the normal gravity value computed on the
 PA0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0789.degrees latitude (g = 980.6199 gals.).
 PA0789
 PA0789.The modeled gravity was interpolated from observed gravity values.
 PA0789
 PA0789;                    North         East    Units  Estimated Accuracy
 PA0789;SPC OR S     -   158,520.    1,562,780.      MT  (+/- 180 meters Scaled)
 PA0789
 PA0789                          SUPERSEDED SURVEY CONTROL
 PA0789
 PA0789.No superseded survey control is available for this station.
 PA0789
 PA0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKH778745(NAD 83)
 PA0789_MARKER: DB = BENCH MARK DISK
 PA0789_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PA0789+WITH SETTING: INFORMATION.
 PA0789_SP_SET: METAL ROD DRIVEN INTO GROUND
 PA0789_STAMPING: 18 LRC 1970 4513
 PA0789_MARK LOGO: USGS  
 PA0789_MAGNETIC: I = MARKER IS A STEEL ROD
 PA0789_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PA0789
 PA0789  HISTORY     - Date     Condition        Report By
 PA0789  HISTORY     - 1970     MONUMENTED       USGS
 PA0789
 PA0789                          STATION DESCRIPTION
 PA0789
 PA0789'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 PA0789'FROM WAGONTIRE, OREGON, PROCEED 4.5 MILES SOUTHWEST ALONG U S HIGHWAY
 PA0789'395 TO DRY VALLEY ROAD, THENCE 13.7 MILES SOUTH ALONG DRY VALLEY
 PA0789'ROAD, ABOUT 1.6 MILES SOUTH OF DRY VALLEY RANCH HOUSE, OPPOSITE OF
 PA0789'THE POINT OF A RIDGE, 62 FEET EAST OF THE CENTERLINE OF THE DIRT
 PA0789'ROAD, 14 FEET EAST OF A FENCE LINE, 200 FEET NORTH OF A FENCE CORNER,
 PA0789'3 FEET WEST OF A WITNESS POST.  THE ROD DEPTH IS UNKNOWN AND FLUSH
 PA0789'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0981 ***********************************************************************
 QD0981  DESIGNATION -  18 M
 QD0981  PID         -  QD0981
 QD0981  STATE/COUNTY-  OR/LANE
 QD0981  USGS QUAD   -  LINTON LAKE (1988)
 QD0981
 QD0981                         *CURRENT SURVEY CONTROL
 QD0981  ___________________________________________________________________
 QD0981* NAD 83(1986)-  44 10 08.     (N)    121 57 36.     (W)     SCALED    
 QD0981* NAVD 88     -       772.947  (meters)    2535.91   (feet)  POSTED    
 QD0981  ___________________________________________________________________
 QD0981  GEOID HEIGHT-         -21.33  (meters)                     GEOID03
 QD0981  DYNAMIC HT  -         772.690 (meters)    2535.07  (feet)  COMP
 QD0981  MODELED GRAV-     980,259.1   (mgal)                       NAVD 88
 QD0981
 QD0981  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 QD0981
 QD0981.The horizontal coordinates were scaled from a topographic map and have
 QD0981.an estimated accuracy of +/- 6 seconds.
 QD0981
 QD0981.The orthometric height was determined by differential leveling
 QD0981.and adjusted by the  in 1992.
 QD0981.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 QD0981.rate of 2.1 thru 3.0 mm/km.
 QD0981
 QD0981.The geoid height was determined by GEOID03.
 QD0981
 QD0981.The dynamic height is computed by dividing the NAVD 88
 QD0981.geopotential number by the normal gravity value computed on the
 QD0981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0981.degrees latitude (g = 980.6199 gals.).
 QD0981
 QD0981.The modeled gravity was interpolated from observed gravity values.
 QD0981
 QD0981;                    North         East    Units  Estimated Accuracy
 QD0981;SPC OR S     -   278,990.    1,383,230.      MT  (+/- 180 meters Scaled)
 QD0981
 QD0981                          SUPERSEDED SURVEY CONTROL
 QD0981
 QD0981  NGVD 29 (??/??/92)  771.764  (m)         2532.03   (f) ADJ UNCH    1 2
 QD0981
 QD0981.Superseded values are not recommended for survey control.
 QD0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0981.See file dsdata.txt to determine how the superseded data were derived.
 QD0981
 QD0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP831911(NAD 83)
 QD0981_MARKER: DD = SURVEY DISK
 QD0981_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 QD0981_SP_SET: UNSP ROCK
 QD0981_STAMPING: 18 M 1927
 QD0981_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QD0981
 QD0981  HISTORY     - Date     Condition        Report By
 QD0981  HISTORY     - 1927     MONUMENTED       USGS
 QD0981  HISTORY     - 1943     GOOD             NGS
 QD0981
 QD0981                          STATION DESCRIPTION
 QD0981
 QD0981'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QD0981'11.25 MI E FROM MCKENZIE BRIDGE.
 QD0981'ABOUT 11.25 MILES EAST ALONG U.S. HIGHWAY 28 FROM THE POST OFFICE AT
 QD0981'MCKENZIE BRIDGE, LANE COUNTY, 79.0 FEET SOUTH OF A SIGN PAYNE SPRINGS,
 QD0981'181.0 FEET SOUTHWEST OF A TALL LONE PINE TREE, 30.0 FEET SOUTH
 QD0981'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF A ROCK,
 QD0981'2.0 FEET NORTH OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0867 ***********************************************************************
 PB0867  DESIGNATION -  18 PSM
 PB0867  PID         -  PB0867
 PB0867  STATE/COUNTY-  OR/DESCHUTES
 PB0867  USGS QUAD   -  DICKERSON FLAT (1983)
 PB0867
 PB0867                         *CURRENT SURVEY CONTROL
 PB0867  ___________________________________________________________________
 PB0867* NAD 83(1986)-  43 41 17.     (N)    120 44 01.     (W)     SCALED    
 PB0867* NAVD 88     -      1465.972  (meters)    4809.61   (feet)  ADJUSTED  
 PB0867  ___________________________________________________________________
 PB0867  GEOID HEIGHT-         -20.13  (meters)                     GEOID03
 PB0867  DYNAMIC HT  -        1465.214 (meters)    4807.12  (feet)  COMP
 PB0867  MODELED GRAV-     980,050.2   (mgal)                       NAVD 88
 PB0867
 PB0867  VERT ORDER  -  THIRD
 PB0867
 PB0867.The horizontal coordinates were scaled from a topographic map and have
 PB0867.an estimated accuracy of +/- 6 seconds.
 PB0867
 PB0867.The orthometric height was determined by differential leveling
 PB0867.and adjusted in August 1995.
 PB0867
 PB0867.The geoid height was determined by GEOID03.
 PB0867
 PB0867.The dynamic height is computed by dividing the NAVD 88
 PB0867.geopotential number by the normal gravity value computed on the
 PB0867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0867.degrees latitude (g = 980.6199 gals.).
 PB0867
 PB0867.The modeled gravity was interpolated from observed gravity values.
 PB0867
 PB0867;                    North         East    Units  Estimated Accuracy
 PB0867;SPC OR S     -   224,570.    1,481,170.      MT  (+/- 180 meters Scaled)
 PB0867
 PB0867                          SUPERSEDED SURVEY CONTROL
 PB0867
 PB0867.No superseded survey control is available for this station.
 PB0867
 PB0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP826397(NAD 83)
 PB0867_MARKER: DB = BENCH MARK DISK
 PB0867_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PB0867_SP_SET: COPPER-CLAD STEEL ROD
 PB0867_STAMPING: 18 PSM 1978 4806
 PB0867_MARK LOGO: USGS  
 PB0867_PROJECTION: PROJECTING 8 CENTIMETERS
 PB0867_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PB0867_ROD/PIPE-DEPTH: 6.10 meters
 PB0867
 PB0867  HISTORY     - Date     Condition        Report By
 PB0867  HISTORY     - 1978     MONUMENTED       USGS
 PB0867
 PB0867                          STATION DESCRIPTION
 PB0867
 PB0867'DESCRIBED BY US GEOLOGICAL SURVEY 1978
 PB0867'35.2 KM (21.90 MI) SE FROM MILLICAN.
 PB0867'MILLICAN, 8.2 MI ESE OF, ALONG US HWY 20 TO T-RD, THENCE 5.7 MI S TO
 PB0867'X-RD, THENCE 8.0 MI SE TO DICKERSON WELL.  NEAR SW CORNER OF SEC 6
 PB0867'T22S R 17E, 35 FT NE OF RD JCT, 2 FT SW OF FENCE CORNER WITH WITNESS
 PB0867'SIGN, ROD DRIVEN TO REFUSAL, ENCASED IN GREEN PLASTIC PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0686 ***********************************************************************
 NW0686  DESIGNATION -  18 RTV
 NW0686  PID         -  NW0686
 NW0686  STATE/COUNTY-  OR/MALHEUR
 NW0686  USGS QUAD   -  GRASSHOPPER FLAT NORTH (1982)
 NW0686
 NW0686                         *CURRENT SURVEY CONTROL
 NW0686  ___________________________________________________________________
 NW0686* NAD 83(1986)-  42 15 34.     (N)    117 36 43.     (W)     SCALED    
 NW0686* NAVD 88     -      1764.964  (meters)    5790.55   (feet)  ADJUSTED  
 NW0686  ___________________________________________________________________
 NW0686  GEOID HEIGHT-         -17.97  (meters)                     GEOID03
 NW0686  DYNAMIC HT  -        1763.725 (meters)    5786.49  (feet)  COMP
 NW0686  MODELED GRAV-     979,856.9   (mgal)                       NAVD 88
 NW0686
 NW0686  VERT ORDER  -  SECOND    CLASS 0
 NW0686
 NW0686.The horizontal coordinates were scaled from a topographic map and have
 NW0686.an estimated accuracy of +/- 6 seconds.
 NW0686
 NW0686.The orthometric height was determined by differential leveling
 NW0686.and adjusted in August 1995.
 NW0686
 NW0686.The geoid height was determined by GEOID03.
 NW0686
 NW0686.The dynamic height is computed by dividing the NAVD 88
 NW0686.geopotential number by the normal gravity value computed on the
 NW0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0686.degrees latitude (g = 980.6199 gals.).
 NW0686
 NW0686.The modeled gravity was interpolated from observed gravity values.
 NW0686
 NW0686;                    North         East    Units  Estimated Accuracy
 NW0686;SPC OR S     -    69,960.    1,738,260.      MT  (+/- 180 meters Scaled)
 NW0686
 NW0686                          SUPERSEDED SURVEY CONTROL
 NW0686
 NW0686.No superseded survey control is available for this station.
 NW0686
 NW0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG495787(NAD 83)
 NW0686_MARKER: DB = BENCH MARK DISK
 NW0686_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0686_SP_SET: COPPER-CLAD STEEL ROD
 NW0686_STAMPING: 18 RTV 1979
 NW0686_MARK LOGO: USGS  
 NW0686_PROJECTION: FLUSH
 NW0686_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0686_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0686_ROD/PIPE-DEPTH: 1.52 meters
 NW0686
 NW0686  HISTORY     - Date     Condition        Report By
 NW0686  HISTORY     - 1979     MONUMENTED       USGS
 NW0686
 NW0686                          STATION DESCRIPTION
 NW0686
 NW0686'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 NW0686'FROM THE MCDERMITT, NEVADA POST OFFICE, PROCEED 15.3 MILES NORTH
 NW0686'ALONG U S HIGHWAY 95, THENCE 13.3 MILES EAST, 50 FEET NORTHWEST OF
 NW0686'THE ROAD AT LARGE DRAINAGE DITCH NORTH, 41 FEET NORTH OF THE
 NW0686'CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0375 ***********************************************************************
 NX0375  DESIGNATION -  18 STR
 NX0375  PID         -  NX0375
 NX0375  STATE/COUNTY-  OR/HARNEY
 NX0375  USGS QUAD   -  JOHNNY CREEK SW (1981)
 NX0375
 NX0375                         *CURRENT SURVEY CONTROL
 NX0375  ___________________________________________________________________
 NX0375* NAD 83(1986)-  42 45 57.     (N)    118 13 48.     (W)     SCALED    
 NX0375* NAVD 88     -      1292.890  (meters)    4241.76   (feet)  ADJUSTED  
 NX0375  ___________________________________________________________________
 NX0375  GEOID HEIGHT-         -18.60  (meters)                     GEOID03
 NX0375  DYNAMIC HT  -        1292.168 (meters)    4239.39  (feet)  COMP
 NX0375  MODELED GRAV-     980,016.9   (mgal)                       NAVD 88
 NX0375
 NX0375  VERT ORDER  -  SECOND    CLASS 0
 NX0375
 NX0375.The horizontal coordinates were scaled from a topographic map and have
 NX0375.an estimated accuracy of +/- 6 seconds.
 NX0375
 NX0375.The orthometric height was determined by differential leveling
 NX0375.and adjusted in August 1995.
 NX0375
 NX0375.The geoid height was determined by GEOID03.
 NX0375
 NX0375.The dynamic height is computed by dividing the NAVD 88
 NX0375.geopotential number by the normal gravity value computed on the
 NX0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0375.degrees latitude (g = 980.6199 gals.).
 NX0375
 NX0375.The modeled gravity was interpolated from observed gravity values.
 NX0375
 NX0375;                    North         East    Units  Estimated Accuracy
 NX0375;SPC OR S     -   124,620.    1,685,760.      MT  (+/- 180 meters Scaled)
 NX0375
 NX0375                          SUPERSEDED SURVEY CONTROL
 NX0375
 NX0375.No superseded survey control is available for this station.
 NX0375
 NX0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH993355(NAD 83)
 NX0375_MARKER: DB = BENCH MARK DISK
 NX0375_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NX0375+WITH SETTING: INFORMATION.
 NX0375_SP_SET: SHALLOW-SET METAL ROD
 NX0375_STAMPING: 18 STR 1975 4238
 NX0375_MARK LOGO: USGS  
 NX0375_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NX0375
 NX0375  HISTORY     - Date     Condition        Report By
 NX0375  HISTORY     - 1975     MONUMENTED       USGS
 NX0375
 NX0375                          STATION DESCRIPTION
 NX0375
 NX0375'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 NX0375'45.5 KM (28.30 MI) WEST FROM BURNS JUNCTION.
 NX0375'BURNS JCT, 6.5 MI S OF, ALONG US HWY 95, ALONG GRADED RD TO GATE,
 NX0375'THENCE 1.95 MI N AND W ALONG TRACK RD TO Y-RD, THENCE 5.3 MI W TO
 NX0375'Y-RD, THENCE 8.2 MI W TO RD JCT AT WILDCAT WELL NO.2, THENCE 5.0 MI
 NX0375'W. 42 FT N OF CENTERLINE OF RD.  SET ON COPPER-COATED STEEL ROD OF
 NX0375'UNRECORDED DEPTH, PROJECTING 0.3 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0160 ***********************************************************************
 QD0160  DESIGNATION -  1803
 QD0160  PID         -  QD0160
 QD0160  STATE/COUNTY-  OR/WHEELER
 QD0160  USGS QUAD   -  PAINTED HILLS (1968)
 QD0160
 QD0160                         *CURRENT SURVEY CONTROL
 QD0160  ___________________________________________________________________
 QD0160* NAD 83(1986)-  44 41 09.     (N)    120 16 48.     (W)     SCALED    
 QD0160* NAVD 88     -       550.624  (meters)    1806.51   (feet)  ADJUSTED  
 QD0160  ___________________________________________________________________
 QD0160  GEOID HEIGHT-         -20.36  (meters)                     GEOID03
 QD0160  DYNAMIC HT  -         550.485 (meters)    1806.05  (feet)  COMP
 QD0160  MODELED GRAV-     980,349.7   (mgal)                       NAVD 88
 QD0160
 QD0160  VERT ORDER  -  FIRST     CLASS II
 QD0160
 QD0160.The horizontal coordinates were scaled from a topographic map and have
 QD0160.an estimated accuracy of +/- 6 seconds.
 QD0160
 QD0160.The orthometric height was determined by differential leveling
 QD0160.and adjusted in June 1991.
 QD0160
 QD0160.The geoid height was determined by GEOID03.
 QD0160
 QD0160.The dynamic height is computed by dividing the NAVD 88
 QD0160.geopotential number by the normal gravity value computed on the
 QD0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0160.degrees latitude (g = 980.6199 gals.).
 QD0160
 QD0160.The modeled gravity was interpolated from observed gravity values.
 QD0160
 QD0160;                    North         East    Units  Estimated Accuracy
 QD0160;SPC OR N     -   113,280.    2,517,440.      MT  (+/- 180 meters Scaled)
 QD0160
 QD0160                          SUPERSEDED SURVEY CONTROL
 QD0160
 QD0160  NGVD 29 (??/??/92)  549.512  (m)         1802.86   (f) ADJ UNCH    1 2
 QD0160
 QD0160.Superseded values are not recommended for survey control.
 QD0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0160.See file dsdata.txt to determine how the superseded data were derived.
 QD0160
 QD0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGQ155516(NAD 83)
 QD0160_MARKER: DD = SURVEY DISK
 QD0160_SETTING: 80 = SET IN A BOULDER
 QD0160_SP_SET: BOULDER
 QD0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0160+STABILITY: SURFACE MOTION
 QD0160
 QD0160  HISTORY     - Date     Condition        Report By
 QD0160  HISTORY     - UNK      MONUMENTED       ORDT
 QD0160  HISTORY     - 1936     GOOD             NGS
 QD0160  HISTORY     - 1968     MARK NOT FOUND   NGS
 QD0160  HISTORY     - 1987     MARK NOT FOUND   NGS
 QD0160
 QD0160                          STATION DESCRIPTION
 QD0160
 QD0160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 QD0160'12.3 MI NW FROM MITCHELL.
 QD0160'12.3 MILES NORTHWEST OF MITCHELL, POST OFFICE, ALONG MITCHELL-ANTELOPE
 QD0160'ROAD.  1.5 MILE NORTHWEST OF TAYLOR RANCH HOUSE, 0.2 MILE EAST OF
 QD0160'WHITE RANCH HOUSE ON SMALL HILL.  10 FEET WEST OF CENTER LINE OF ROAD,
 QD0160'ON TOP OF LARGE BOULDER 2 FOOT ABOVE GROUND AND ABOUT LEVEL WITH ROAD.
 QD0160'OREGON STATE HIGHWAY DEPARTMENT.
 QD0160
 QD0160                          STATION RECOVERY (1968)
 QD0160
 QD0160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 QD0160'MARK NOT FOUND.
 QD0160
 QD0160                          STATION RECOVERY (1987)
 QD0160
 QD0160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QD0160'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1264 ***********************************************************************
 RC1264  DESIGNATION -  1803
 RC1264  PID         -  RC1264
 RC1264  STATE/COUNTY-  OR/CLACKAMAS
 RC1264  USGS QUAD   -  RHODODENDRON (1997)
 RC1264
 RC1264                         *CURRENT SURVEY CONTROL
 RC1264  ___________________________________________________________________
 RC1264* NAD 83(1986)-  45 18 58.     (N)    121 53 59.     (W)     SCALED    
 RC1264* NAVD 88     -       550.838  (meters)    1807.21   (feet)  ADJUSTED  
 RC1264  ___________________________________________________________________
 RC1264  GEOID HEIGHT-         -21.32  (meters)                     GEOID03
 RC1264  DYNAMIC HT  -         550.755 (meters)    1806.94  (feet)  COMP
 RC1264  MODELED GRAV-     980,448.1   (mgal)                       NAVD 88
 RC1264
 RC1264  VERT ORDER  -  SECOND    CLASS 0
 RC1264
 RC1264.The horizontal coordinates were scaled from a topographic map and have
 RC1264.an estimated accuracy of +/- 6 seconds.
 RC1264
 RC1264.The orthometric height was determined by differential leveling
 RC1264.and adjusted in June 1991.
 RC1264
 RC1264.The geoid height was determined by GEOID03.
 RC1264
 RC1264.The dynamic height is computed by dividing the NAVD 88
 RC1264.geopotential number by the normal gravity value computed on the
 RC1264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1264.degrees latitude (g = 980.6199 gals.).
 RC1264
 RC1264.The modeled gravity was interpolated from observed gravity values.
 RC1264
 RC1264;                    North         East    Units  Estimated Accuracy
 RC1264;SPC OR N     -   184,240.    2,390,260.      MT  (+/- 180 meters Scaled)
 RC1264
 RC1264                          SUPERSEDED SURVEY CONTROL
 RC1264
 RC1264  NGVD 29 (??/??/92)  549.765  (m)         1803.69   (f) ADJ UNCH    2 0
 RC1264
 RC1264.Superseded values are not recommended for survey control.
 RC1264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1264.See file dsdata.txt to determine how the superseded data were derived.
 RC1264
 RC1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER862186(NAD 83)
 RC1264_MARKER: Q = CHISELED SQUARE
 RC1264_SETTING: 80 = SET IN A BOULDER
 RC1264_SP_SET: BOULDER
 RC1264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1264+STABILITY: SURFACE MOTION
 RC1264
 RC1264  HISTORY     - Date     Condition        Report By
 RC1264  HISTORY     - UNK      MONUMENTED       USGS
 RC1264  HISTORY     - 1947     GOOD             NGS
 RC1264  HISTORY     - 1987     GOOD             USPSQD
 RC1264
 RC1264                          STATION DESCRIPTION
 RC1264
 RC1264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 RC1264'1.0 MI E FROM RHODODENDRON.
 RC1264'1.0 MILE EAST ALONG STATE HIGHWAY 50 FROM THE POST OFFICE AT
 RC1264'RHODENDRON, 120 FEET WEST OF THE INTERSECTION OF THE CENTER LINES OF
 RC1264'THE HIGHWAY AND THE NORTHWEST ENTRANCE TO THE TOLL GATE SUMMER HOMES,
 RC1264'20 FEET SOUTH OF A TELEPHONE POLE, AND ON THE TOP OF A LARGE BOULDER.
 RC1264'WITNESS POST SET 14 FEET NORTHEAST OF THE MARK.
 RC1264
 RC1264                          STATION RECOVERY (1987)
 RC1264
 RC1264'RECOVERY NOTE BY US POWER SQUADRON 1987 (KRN)
 RC1264'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 DE5642 ***********************************************************************
 DE5642  DESIGNATION -  182
 DE5642  PID         -  DE5642
 DE5642  STATE/COUNTY-  OR/POLK
 DE5642  USGS QUAD   -  SUMMIT (1984)
 DE5642
 DE5642                         *CURRENT SURVEY CONTROL
 DE5642  ___________________________________________________________________
 DE5642* NAD 83(2007)-  44 43 30.58380(N)    123 30 54.09523(W)     ADJUSTED  
 DE5642* NAVD 88     -       129.3    (meters)     424.     (feet)  GPS OBS   
 DE5642  ___________________________________________________________________
 DE5642  EPOCH DATE  -        2007.00
 DE5642  X           -  -2,506,351.690 (meters)                     COMP
 DE5642  Y           -  -3,784,527.467 (meters)                     COMP
 DE5642  Z           -   4,465,775.529 (meters)                     COMP
 DE5642  LAPLACE CORR-          -5.03  (seconds)                    DEFLEC99
 DE5642  ELLIP HEIGHT-         107.472 (meters)          (02/10/07) ADJUSTED
 DE5642  GEOID HEIGHT-         -21.78  (meters)                     GEOID03
 DE5642
 DE5642  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE5642  Type    PID    Designation                      North   East  Ellip
 DE5642  -------------------------------------------------------------------
 DE5642  NETWORK DE5642 182                               1.63   1.31   1.80
 DE5642  -------------------------------------------------------------------
 DE5642
 DE5642.The horizontal coordinates were established by GPS observations
 DE5642.and adjusted by the National Geodetic Survey in February 2007.
 DE5642
 DE5642.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE5642.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE5642.The horizontal coordinates are valid at the epoch date displayed above.
 DE5642.The epoch date for horizontal control is a decimal equivalence
 DE5642.of Year/Month/Day.
 DE5642
 DE5642.The orthometric height was determined by GPS observations and a
 DE5642.high-resolution geoid model.
 DE5642
 DE5642.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5642
 DE5642.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE5642
 DE5642.The ellipsoidal height was determined by GPS observations
 DE5642.and is referenced to NAD 83.
 DE5642
 DE5642.The geoid height was determined by GEOID03.
 DE5642
 DE5642;                    North         East     Units Scale Factor Converg.
 DE5642;SPC OR N     -   122,078.022 2,261,214.467   MT  0.99992437   -2 08 17.6
 DE5642;SPC OR N     -   400,518.44  7,418,682.63   iFT  0.99992437   -2 08 17.6
 DE5642;UTM  10      - 4,952,549.136   459,214.444   MT  0.99962046   -0 21 44.8
 DE5642
 DE5642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5642!SPC OR N     -   0.99998315  x   0.99992437  =   0.99990752
 DE5642!UTM  10      -   0.99998315  x   0.99962046  =   0.99960362
 DE5642
 DE5642                          SUPERSEDED SURVEY CONTROL
 DE5642
 DE5642  NAD 83(1998)-  44 43 30.58091(N)    123 30 54.09746(W) AD(       ) B
 DE5642  ELLIP H (06/19/02)  107.483  (m)                       GP(       ) 4 1
 DE5642
 DE5642.Superseded values are not recommended for survey control.
 DE5642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE5642.See file dsdata.txt to determine how the superseded data were derived.
 DE5642
 DE5642_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ5921452549(NAD 83)
 DE5642_MARKER: DD = SURVEY DISK
 DE5642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE5642_STAMPING: 182 1994
 DE5642_MARK LOGO: OR-053
 DE5642_PROJECTION: FLUSH
 DE5642_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE5642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE5642+STABILITY: SURFACE MOTION
 DE5642_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5642+SATELLITE: SATELLITE OBSERVATIONS - August 01, 1994
 DE5642
 DE5642  HISTORY     - Date     Condition        Report By
 DE5642  HISTORY     - 19940801 MONUMENTED       OR-053
 DE5642
 DE5642                          STATION DESCRIPTION
 DE5642
 DE5642'DESCRIBED BY POLK COUNTY OREGON 1994 (JDN)
 DE5642'THE STATION IS LOCATED ABOUT 16.1 KM (10.0 MI) SOUTHWEST OF FALLS CITY
 DE5642'AND 26.6 KM (16.5 MI)
 DE5642'SOUTHWEST OF MONMOUTH, IN THE SOUTHWEST 1/4 OF SECTION 2 T10S R7W,
 DE5642'WILLAMETTE
 DE5642'MERIDIAN. OWNERSHIP-- POLK COUNTY RIGHT-OF-WAY.
 DE5642' 
 DE5642'TO REACH THE STATIION FROM THE INTERSECTION OF STATE HIGHWAYS 99W AND
 DE5642'51 IN MONMOUTH,
 DE5642'GO WEST ON HIGHWAY 51 FOR 12.24 KM (7.6 MI) TO THE INTERSECTION OF
 DE5642'STATE HIGHWAY 223 (KINGS
 DE5642'VALLEY HIGHWAY).  TURN LEFT, SOUTH, ON HIGHWAY 223 FOR 15.8 KM (9.8
 DE5642'MI) TO AN INTERSECTION
 DE5642'WHERE HIGHWAY 223 TURNS TO THE SOUTH AND BURBANK ROAD (COUNTY ROAD
 DE5642'9605) GOES TO THE
 DE5642'WEST. TAKE BURBANK ROAD TO THE WEST FOR 0.97 KM (0.60 MI) TO THE
 DE5642'INTERSECTION OF GAGE
 DE5642'ROAD (COUNTY ROAD 9606). TURN LEFT, WESTERLY, ON GAGE ROAD FOR 6.78 KM
 DE5642'(4.21 MI) TO THE
 DE5642'INTERSECTION OF WILDWOOD ROAD (COUNTY ROAD 1072). TURN LEFT,
 DE5642'SOUTHEAST, ON WILDWOOD
 DE5642'ROAD (CROSS A BRIDGE) FOR 1.66 KM (1.03 MI) TO THE STATION ON THE
 DE5642'RIGHT.
 DE5642' 
 DE5642'THE STATION IS A 7.6 CM (3 IN) POLK COUNTY GPS SURVEY MONUMENT BRASS
 DE5642'CAP SET IN THE TOP OF
 DE5642'A 35 CM (14 IN) ROUND CONCRETE POST FLUSH WITH THE GROUND. IT IS 5.5 M
 DE5642'(18.0 FT) WESTERLY OF
 DE5642'THE ROAD CENTERLINE, 0.9 M (3 FT) EASTERLY OF A FENCE LINE, 76.2 M
 DE5642'(250.0 FT) SOUTHERLY OF THE
 DE5642'DRIVEWAY TO HOUSE NUMBER 14420, AND 0.3 M (1.0 FT) WEST FROM A
 DE5642'CARSONITE WITNESS POST.
 DE5642' 
 DE5642'FOR ADDITIONAL INFORMATION ON HOW TO REACH THIS MONUMENT SEE THE POLK
 DE5642'COUNTY WEB
 DE5642'PAGE AT WWW.CO.POLK.OR.US/PUBLICWORKS/SURVEYS.HTM
 DE5642' 
 DE5642' 
 DE5642'
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 DE5643 ***********************************************************************
 DE5643  DESIGNATION -  183
 DE5643  PID         -  DE5643
 DE5643  STATE/COUNTY-  OR/POLK
 DE5643  USGS QUAD   -  SUMMIT (1984)
 DE5643
 DE5643                         *CURRENT SURVEY CONTROL
 DE5643  ___________________________________________________________________
 DE5643* NAD 83(2007)-  44 44 25.50843(N)    123 35 40.57574(W)     ADJUSTED  
 DE5643* NAVD 88     -       694.9    (meters)    2280.     (feet)  GPS OBS   
 DE5643  ___________________________________________________________________
 DE5643  EPOCH DATE  -        2007.00
 DE5643  X           -  -2,511,167.716 (meters)                     COMP
 DE5643  Y           -  -3,780,383.568 (meters)                     COMP
 DE5643  Z           -   4,467,378.267 (meters)                     COMP
 DE5643  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 DE5643  ELLIP HEIGHT-         673.297 (meters)          (02/10/07) ADJUSTED
 DE5643  GEOID HEIGHT-         -21.64  (meters)                     GEOID03
 DE5643
 DE5643  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE5643  Type    PID    Designation                      North   East  Ellip
 DE5643  -------------------------------------------------------------------
 DE5643  NETWORK DE5643 183                               1.33   1.18   1.49
 DE5643  -------------------------------------------------------------------
 DE5643
 DE5643.The horizontal coordinates were established by GPS observations
 DE5643.and adjusted by the National Geodetic Survey in February 2007.
 DE5643
 DE5643.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE5643.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE5643.The horizontal coordinates are valid at the epoch date displayed above.
 DE5643.The epoch date for horizontal control is a decimal equivalence
 DE5643.of Year/Month/Day.
 DE5643
 DE5643.The orthometric height was determined by GPS observations and a
 DE5643.high-resolution geoid model.
 DE5643
 DE5643.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5643
 DE5643.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE5643
 DE5643.The ellipsoidal height was determined by GPS observations
 DE5643.and is referenced to NAD 83.
 DE5643
 DE5643.The geoid height was determined by GEOID03.
 DE5643
 DE5643;                    North         East     Units Scale Factor Converg.
 DE5643;SPC OR N     -   124,010.392 2,254,979.981   MT  0.99992236   -2 11 40.7
 DE5643;SPC OR N     -   406,858.24  7,398,228.28   iFT  0.99992236   -2 11 40.7
 DE5643;UTM  10      - 4,954,286.843   452,924.950   MT  0.99962725   -0 25 06.8
 DE5643
 DE5643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5643!SPC OR N     -   0.99989444  x   0.99992236  =   0.99981681
 DE5643!UTM  10      -   0.99989444  x   0.99962725  =   0.99952173
 DE5643
 DE5643                          SUPERSEDED SURVEY CONTROL
 DE5643
 DE5643  NAD 83(1998)-  44 44 25.50565(N)    123 35 40.57820(W) AD(       ) B
 DE5643  ELLIP H (06/19/02)  673.307  (m)                       GP(       ) 4 1
 DE5643
 DE5643.Superseded values are not recommended for survey control.
 DE5643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE5643.See file dsdata.txt to determine how the superseded data were derived.
 DE5643
 DE5643_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ5292554287(NAD 83)
 DE5643_MARKER: DD = SURVEY DISK
 DE5643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE5643_STAMPING: 183 1994
 DE5643_MARK LOGO: OR-053
 DE5643_PROJECTION: FLUSH
 DE5643_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE5643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE5643+STABILITY: SURFACE MOTION
 DE5643_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5643+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2008
 DE5643
 DE5643  HISTORY     - Date     Condition        Report By
 DE5643  HISTORY     - 19940801 MONUMENTED       OR-053
 DE5643  HISTORY     - 20080414 GOOD             OR-041
 DE5643
 DE5643                          STATION DESCRIPTION
 DE5643
 DE5643'DESCRIBED BY POLK COUNTY OREGON 1994 (JDN)
 DE5643'THE STATION IS LOCATED ABOUT 18.8 KM (11.7 MI) SOUTH OF FALLS CITY AND
 DE5643'31.6 KM (19.6 MI)
 DE5643'SOUTHEAST OF MONMOUTH, IN THE SOUTHWEST 1/4 OF SECTION 31 T9S R7W,
 DE5643'WILLAMETTE
 DE5643'MERIDIAN.  OWNERSHIP-- OREGON DEPARTMENT OF FORESTRY (503-945-7200).
 DE5643' 
 DE5643'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 223 AND
 DE5643'20 IN WREN, GO
 DE5643'WEST ON HIGHWAY 20 FOR 8.85 KM (5.5 MI) TO THE INTERESECTION OF THE
 DE5643'SUMMIT HIGHWAY.  TURN
 DE5643'RIGHT, NORTHWESTRLY, ON SUMMIT HIGHWAY FOR 12.0 KM (7.45 MI) TO THE
 DE5643'INTERSECTION OF
 DE5643'LOGSDEN ROAD.  TURN RIGHT, NORTHWESTERLY, ON LOGSDEN ROAD FOR 4.97 KM
 DE5643'(3.09 MI) TO THE
 DE5643'INTERSECTION OF GREEN MOUNTAIN ROAD (ROAD 10-8-23.1). TURN RIGHT,
 DE5643'NORTHERLY, ON GREEN
 DE5643'MOUNTAIN ROAD FOR 7.33 KM (4.55 MI) TO THE INTERSECTION OF LITTLE
 DE5643'GRASS ROAD.  TURN RIGHT,
 DE5643'EASTERLY, ON LITTLE GRASS ROAD FOR 1.22 KM (0.76 MI) TO THE
 DE5643'INTERSECTION OF ROAD NUMBER
 DE5643'9-8-36.5.  TURN LEFT, NORTHERLY,  ON ROAD 9-8-36.5 FOR 1.37 KM (0.85
 DE5643'MI) TO THE STATIION AT THE
 DE5643'NORTHWEST CORNER OF A LOG LANDING.
 DE5643' 
 DE5643'THE STATION IS A 7.6 CM (3 IN) POLK COUNTY GPS SURVEY MONUMENT BRASS
 DE5643'CAP SET IN THE TOP OF
 DE5643'A 35 CM (14 IN) ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 6.1
 DE5643'M (20.0 FT) NORTH OF THE
 DE5643'ROAD.  A CARSONITE WITNESS POST BEARS SOUTH 0.3 M (1.0 FT).
 DE5643' 
 DE5643'FOR ADDITIONAL INFORMATION ON HOW TO REACH THIS MONUMENT SEE THE POLK
 DE5643'COUNTY WEB
 DE5643'PAGE AT WWW.CO.POLK.OR.US/PUBLICWORKS/SURVEYS.HTM
 DE5643' 
 DE5643' 
 DE5643'
 DE5643
 DE5643                          STATION RECOVERY (2008)
 DE5643
 DE5643'RECOVERY NOTE BY LINCOLN COUNTY OREGON 2008 (PBL)
 DE5643'AT MILEPOST 0.76 ON LITTLE GRASS MTN. ROAD, PARK. SPUR ROAD 9-8-36.5
 DE5643'EAST IS BLOCKED TO VEHICLE TRAVEL.  PACK PAST ROADBLOCK UP SPUR 0.83
 DE5643'MILES TO STATION ON NORTH (LEFT) SIDE OF LOGGING LANDING.  AN ORANGE
 DE5643'CARSONITE POST BEARS SOUTH, 1.6'.  LINCOLN COUNTY SURVEY MARKER TAG ON
 DE5643'6 INCH DIAMETER FIR BEARS N 79  W, 12.5'.  60 PERCENT OPEN SKY.
 DE5643'SURROUNDING TREES ARE 25' TALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0870 ***********************************************************************
 RC0870  DESIGNATION -  184
 RC0870  PID         -  RC0870
 RC0870  STATE/COUNTY-  OR/WASCO
 RC0870  USGS QUAD   -  THE DALLES SOUTH (1994)
 RC0870
 RC0870                         *CURRENT SURVEY CONTROL
 RC0870  ___________________________________________________________________
 RC0870* NAD 83(1986)-  45 35 57.     (N)    121 11 29.     (W)     SCALED    
 RC0870* NAVD 88     -        57.060  (meters)     187.20   (feet)  ADJUSTED  
 RC0870  ___________________________________________________________________
 RC0870  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 RC0870  DYNAMIC HT  -          57.059 (meters)     187.20  (feet)  COMP
 RC0870  MODELED GRAV-     980,598.1   (mgal)                       NAVD 88
 RC0870
 RC0870  VERT ORDER  -  FIRST     CLASS II
 RC0870
 RC0870.The horizontal coordinates were scaled from a topographic map and have
 RC0870.an estimated accuracy of +/- 6 seconds.
 RC0870
 RC0870.The orthometric height was determined by differential leveling
 RC0870.and adjusted in June 1991.
 RC0870
 RC0870.The geoid height was determined by GEOID03.
 RC0870
 RC0870.The dynamic height is computed by dividing the NAVD 88
 RC0870.geopotential number by the normal gravity value computed on the
 RC0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0870.degrees latitude (g = 980.6199 gals.).
 RC0870
 RC0870.The modeled gravity was interpolated from observed gravity values.
 RC0870
 RC0870;                    North         East    Units  Estimated Accuracy
 RC0870;SPC OR N     -   214,980.    2,446,060.      MT  (+/- 180 meters Scaled)
 RC0870
 RC0870                          SUPERSEDED SURVEY CONTROL
 RC0870
 RC0870  NGVD 29 (??/??/92)   56.061  (m)          183.93   (f) ADJ UNCH    1 2
 RC0870
 RC0870.Superseded values are not recommended for survey control.
 RC0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0870.See file dsdata.txt to determine how the superseded data were derived.
 RC0870
 RC0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR410511(NAD 83)
 RC0870_MARKER: B = BOLT
 RC0870_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RC0870_SP_SET: SIDEWALK
 RC0870_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC0870
 RC0870  HISTORY     - Date     Condition        Report By
 RC0870  HISTORY     - UNK      MONUMENTED       LOCENG
 RC0870  HISTORY     - 1942     GOOD             NGS
 RC0870  HISTORY     - 1989     GOOD             USPSQD
 RC0870
 RC0870                          STATION DESCRIPTION
 RC0870
 RC0870'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 RC0870'IN THE DALLES.
 RC0870'SOUTHEAST CORNER OF NINTH AND PENTLAND STREETS.  IN CONCRETE WALK
 RC0870'ABOUT 2 FEET INSIDE CURVE OF CURB.
 RC0870
 RC0870                          STATION RECOVERY (1989)
 RC0870
 RC0870'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RC0870'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0236 ***********************************************************************
 PB0236  DESIGNATION -  184
 PB0236  PID         -  PB0236
 PB0236  STATE/COUNTY-  OR/DESCHUTES
 PB0236  USGS QUAD   -  BENHAM FALLS (1981)
 PB0236
 PB0236                         *CURRENT SURVEY CONTROL
 PB0236  ___________________________________________________________________
 PB0236* NAD 83(1986)-  43 56 16.     (N)    121 26 42.     (W)     SCALED    
 PB0236* NAVD 88     -      1275.27   (+/-2cm)    4183.9    (feet)  VERTCON   
 PB0236  ___________________________________________________________________
 PB0236  GEOID HEIGHT-         -20.67  (meters)                     GEOID03
 PB0236  VERT ORDER  -  ? (See Below)
 PB0236
 PB0236.The horizontal coordinates were scaled from a topographic map and have
 PB0236.an estimated accuracy of +/- 6 seconds.
 PB0236
 PB0236.The NAVD 88 height was computed by applying the VERTCON shift value to
 PB0236.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PB0236.The vertical order pertains to the NGVD 29 superseded value.
 PB0236
 PB0236.The geoid height was determined by GEOID03.
 PB0236
 PB0236;                    North         East    Units  Estimated Accuracy
 PB0236;SPC OR S     -   252,720.    1,424,130.      MT  (+/- 180 meters Scaled)
 PB0236
 PB0236                          SUPERSEDED SURVEY CONTROL
 PB0236
 PB0236  NGVD 29 (??/??/92) 1274.068  (m)         4180.00   (f) ADJ UNCH    ?  
 PB0236
 PB0236.Superseded values are not recommended for survey control.
 PB0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0236.See file dsdata.txt to determine how the superseded data were derived.
 PB0236
 PB0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP248661(NAD 83)
 PB0236_MARKER: N = NAIL
 PB0236_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PB0236_SP_SET: TREE
 PB0236_STAMPING: 4180 BM 184
 PB0236_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PB0236
 PB0236  HISTORY     - Date     Condition        Report By
 PB0236  HISTORY     - UNK      MONUMENTED       USGS
 PB0236  HISTORY     - 1934     MARK NOT FOUND   NGS
 PB0236
 PB0236                          STATION DESCRIPTION
 PB0236
 PB0236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PB0236'9.2 MI S FROM BEND.
 PB0236'9.2 MILES SOUTH OF BEND, DESCHUTES COUNTY, ON AN ABANDONED ROAD, AND
 PB0236'IN THE BASE OF A 40-INCH PONDEROSA PINE TREE MARKED WITH A TRIANGULAR
 PB0236'BLAZE AND AN ALUMINUM TAG STAMPED 4180 BM 184.  A NAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0146 ***********************************************************************
 QD0146  DESIGNATION -  1842
 QD0146  PID         -  QD0146
 QD0146  STATE/COUNTY-  OR/WASCO
 QD0146  USGS QUAD   -  ARRASTRA BUTTE (1987)
 QD0146
 QD0146                         *CURRENT SURVEY CONTROL
 QD0146  ___________________________________________________________________
 QD0146* NAD 83(1986)-  44 49 25.     (N)    120 32 24.     (W)     SCALED    
 QD0146* NAVD 88     -       562.303  (meters)    1844.82   (feet)  ADJUSTED  
 QD0146  ___________________________________________________________________
 QD0146  GEOID HEIGHT-         -20.50  (meters)                     GEOID03
 QD0146  DYNAMIC HT  -         562.165 (meters)    1844.37  (feet)  COMP
 QD0146  MODELED GRAV-     980,356.0   (mgal)                       NAVD 88
 QD0146
 QD0146  VERT ORDER  -  FIRST     CLASS II
 QD0146
 QD0146.The horizontal coordinates were scaled from a topographic map and have
 QD0146.an estimated accuracy of +/- 6 seconds.
 QD0146
 QD0146.The orthometric height was determined by differential leveling
 QD0146.and adjusted in June 1991.
 QD0146
 QD0146.The geoid height was determined by GEOID03.
 QD0146
 QD0146.The dynamic height is computed by dividing the NAVD 88
 QD0146.geopotential number by the normal gravity value computed on the
 QD0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0146.degrees latitude (g = 980.6199 gals.).
 QD0146
 QD0146.The modeled gravity was interpolated from observed gravity values.
 QD0146
 QD0146;                    North         East    Units  Estimated Accuracy
 QD0146;SPC OR N     -   128,560.    2,496,840.      MT  (+/- 180 meters Scaled)
 QD0146
 QD0146                          SUPERSEDED SURVEY CONTROL
 QD0146
 QD0146  NGVD 29 (??/??/92)  561.190  (m)         1841.17   (f) ADJ UNCH    1 2
 QD0146
 QD0146.Superseded values are not recommended for survey control.
 QD0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0146.See file dsdata.txt to determine how the superseded data were derived.
 QD0146
 QD0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ944663(NAD 83)
 QD0146_MARKER: DD = SURVEY DISK
 QD0146_SETTING: 80 = SET IN A BOULDER
 QD0146_SP_SET: BOULDER
 QD0146_STAMPING: 1842 1915
 QD0146_MARK LOGO: USGS  
 QD0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0146+STABILITY: SURFACE MOTION
 QD0146
 QD0146  HISTORY     - Date     Condition        Report By
 QD0146  HISTORY     - 1915     MONUMENTED       USGS
 QD0146  HISTORY     - 1936     GOOD             NGS
 QD0146  HISTORY     - 1986     GOOD             USPSQD
 QD0146  HISTORY     - 1987     GOOD             NGS
 QD0146
 QD0146                          STATION DESCRIPTION
 QD0146
 QD0146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 QD0146'15.4 MI SE FROM ANTELOPE.
 QD0146'15.4 MILES SOUTHEAST OF ANTELOPE HOSECART HOUSE ALONG MITCHELL -
 QD0146'ANTELOPE VIA MUDDY RANCH ROAD.  3.0 MILES NORTHWEST OF MUDDY RANCH
 QD0146'HOUSE.  AT FOOT OF ROCKY POINT.  100 FEET SOUTH OF TELEPHONE LINE. 50
 QD0146'FEET NORTH OF CENTER LINE OF ROAD.  SET IN TOP OF LARGE BOULDER ABOUT
 QD0146'7 FEET ABOVE ROAD GRADE.
 QD0146
 QD0146                          STATION RECOVERY (1986)
 QD0146
 QD0146'RECOVERY NOTE BY US POWER SQUADRON 1986 (KN)
 QD0146'RECOVERED IN GOOD CONDITION.
 QD0146
 QD0146                          STATION RECOVERY (1987)
 QD0146
 QD0146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QD0146'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  6.0 KM
 QD0146'(3.75 MI) EAST ALONG STATE HIGHWAY 218 FROM THE POST OFFICE IN
 QD0146'ANTELOPE, THENCE 4.6 KM (2.85 MI) SOUTH ALONG COLD CAMP ROAD, THENCE
 QD0146'14.0 KM (8.70 MI) SOUTHEAST ALONG MUDDY ROAD, 16.4 M (53.8 FT) NORTH
 QD0146'OF THE ROAD CENTER.
 QD0146'THE MARK IS 3.04 METERS  E FROM  A WITNESS POST
 QD0146'THE MARK IS 2.1 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0432 ***********************************************************************
 QD0432  DESIGNATION -  1848 RESET
 QD0432  PID         -  QD0432
 QD0432  STATE/COUNTY-  OR/WASCO
 QD0432  USGS QUAD   -  WILLOWDALE (1987)
 QD0432
 QD0432                         *CURRENT SURVEY CONTROL
 QD0432  ___________________________________________________________________
 QD0432* NAD 83(1986)-  44 49 43.     (N)    120 55 29.     (W)     SCALED    
 QD0432* NAVD 88     -       573.18   (+/-2cm)    1880.5    (feet)  VERTCON   
 QD0432  ___________________________________________________________________
 QD0432  GEOID HEIGHT-         -21.01  (meters)                     GEOID03
 QD0432  VERT ORDER  -  ? (See Below)
 QD0432
 QD0432.The horizontal coordinates were scaled from a topographic map and have
 QD0432.an estimated accuracy of +/- 6 seconds.
 QD0432
 QD0432.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD0432.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD0432.The vertical order pertains to the NGVD 29 superseded value.
 QD0432
 QD0432.The geoid height was determined by GEOID03.
 QD0432
 QD0432;                    North         East    Units  Estimated Accuracy
 QD0432;SPC OR N     -   129,210.    2,466,420.      MT  (+/- 180 meters Scaled)
 QD0432
 QD0432                          SUPERSEDED SURVEY CONTROL
 QD0432
 QD0432  NGVD 29 (??/??/92)  572.098  (m)         1876.96   (f) ADJ UNCH    ?  
 QD0432
 QD0432.Superseded values are not recommended for survey control.
 QD0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0432.See file dsdata.txt to determine how the superseded data were derived.
 QD0432
 QD0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ640660(NAD 83)
 QD0432_MARKER: P = PIPE CAP
 QD0432_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QD0432_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QD0432_STAMPING: 1876.473 H 1904
 QD0432_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0432
 QD0432  HISTORY     - Date     Condition        Report By
 QD0432  HISTORY     - 1904     MONUMENTED       USGS
 QD0432  HISTORY     - 1935     GOOD             NGS
 QD0432
 QD0432                          STATION DESCRIPTION
 QD0432
 QD0432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 QD0432'1.8 MI NE FROM WILLOWDALE.
 QD0432'1.8 MILES NORTHEAST ALONG THE DALLES-CALIFORNIA HIGHWAY FROM
 QD0432'WILLOWDALE, JEFFERSON COUNTY, 160 FEET SOUTH OF MILEPOST 74, ABOUT 350
 QD0432'FEET NORTH OF ITS JUNCTION WITH THE OLD SHANIKO STAGE ROAD, 93 FEET
 QD0432'NORTHEAST OF THE EAST END OF A CULVERT, 84 FEET EAST OF THE HIGHWAY
 QD0432'CENTERLINE, 32 FEET WEST OF THE EDGE OF THE OLD STAGE ROAD. A UNITED
 QD0432'STATES GEOLOGICAL SURVEY STANDARD CAP STAMPED 1876.473 H 1904 AND
 QD0432'RIVETED TO A 3 1/2 INCH IRON PIPE SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0865 ***********************************************************************
 RC0865  DESIGNATION -  185
 RC0865  PID         -  RC0865
 RC0865  STATE/COUNTY-  OR/WASCO
 RC0865  USGS QUAD   -  THE DALLES SOUTH (1994)
 RC0865
 RC0865                         *CURRENT SURVEY CONTROL
 RC0865  ___________________________________________________________________
 RC0865* NAD 83(1986)-  45 35 53.     (N)    121 11 15.     (W)     SCALED    
 RC0865* NAVD 88     -        57.598  (meters)     188.97   (feet)  ADJUSTED  
 RC0865  ___________________________________________________________________
 RC0865  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 RC0865  DYNAMIC HT  -          57.597 (meters)     188.97  (feet)  COMP
 RC0865  MODELED GRAV-     980,598.8   (mgal)                       NAVD 88
 RC0865
 RC0865  VERT ORDER  -  FIRST     CLASS II
 RC0865
 RC0865.The horizontal coordinates were scaled from a topographic map and have
 RC0865.an estimated accuracy of +/- 6 seconds.
 RC0865
 RC0865.The orthometric height was determined by differential leveling
 RC0865.and adjusted in June 1991.
 RC0865
 RC0865.The geoid height was determined by GEOID03.
 RC0865
 RC0865.The dynamic height is computed by dividing the NAVD 88
 RC0865.geopotential number by the normal gravity value computed on the
 RC0865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0865.degrees latitude (g = 980.6199 gals.).
 RC0865
 RC0865.The modeled gravity was interpolated from observed gravity values.
 RC0865
 RC0865;                    North         East    Units  Estimated Accuracy
 RC0865;SPC OR N     -   214,850.    2,446,360.      MT  (+/- 180 meters Scaled)
 RC0865
 RC0865                          SUPERSEDED SURVEY CONTROL
 RC0865
 RC0865  NGVD 29 (??/??/92)   56.600  (m)          185.70   (f) ADJ UNCH    1 2
 RC0865
 RC0865.Superseded values are not recommended for survey control.
 RC0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0865.See file dsdata.txt to determine how the superseded data were derived.
 RC0865
 RC0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR413509(NAD 83)
 RC0865_MARKER: B = BOLT
 RC0865_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RC0865_SP_SET: SIDEWALK
 RC0865_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC0865
 RC0865  HISTORY     - Date     Condition        Report By
 RC0865  HISTORY     - UNK      MONUMENTED       LOCENG
 RC0865  HISTORY     - 1942     GOOD             NGS
 RC0865  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 RC0865
 RC0865                          STATION DESCRIPTION
 RC0865
 RC0865'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 RC0865'IN THE DALLES.
 RC0865'SOUTH WEST CORNER OF EIGHT AND UNION STREETS.  IN CONCRETE WALK ABOUT
 RC0865'2 FEET INSIDE CURVE OF CURB.
 RC0865
 RC0865                          STATION RECOVERY (1989)
 RC0865
 RC0865'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RC0865'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 DE5644 ***********************************************************************
 DE5644  DESIGNATION -  185
 DE5644  PID         -  DE5644
 DE5644  STATE/COUNTY-  OR/LINCOLN
 DE5644  USGS QUAD   -  NORTONS (1984)
 DE5644
 DE5644                         *CURRENT SURVEY CONTROL
 DE5644  ___________________________________________________________________
 DE5644* NAD 83(2007)-  44 43 36.31254(N)    123 43 16.86595(W)     ADJUSTED  
 DE5644* NAVD 88     -        77.1    (meters)     253.     (feet)  GPS OBS   
 DE5644  ___________________________________________________________________
 DE5644  EPOCH DATE  -        2007.00
 DE5644  X           -  -2,519,873.971 (meters)                     COMP
 DE5644  Y           -  -3,775,343.009 (meters)                     COMP
 DE5644  Z           -   4,465,864.343 (meters)                     COMP
 DE5644  LAPLACE CORR-           8.31  (seconds)                    DEFLEC99
 DE5644  ELLIP HEIGHT-          55.140 (meters)          (02/10/07) ADJUSTED
 DE5644  GEOID HEIGHT-         -21.98  (meters)                     GEOID03
 DE5644
 DE5644  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE5644  Type    PID    Designation                      North   East  Ellip
 DE5644  -------------------------------------------------------------------
 DE5644  NETWORK DE5644 185                               1.84   1.57   2.08
 DE5644  -------------------------------------------------------------------
 DE5644
 DE5644.The horizontal coordinates were established by GPS observations
 DE5644.and adjusted by the National Geodetic Survey in February 2007.
 DE5644
 DE5644.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE5644.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE5644.The horizontal coordinates are valid at the epoch date displayed above.
 DE5644.The epoch date for horizontal control is a decimal equivalence
 DE5644.of Year/Month/Day.
 DE5644
 DE5644.The orthometric height was determined by GPS observations and a
 DE5644.high-resolution geoid model.
 DE5644
 DE5644.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5644
 DE5644.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE5644
 DE5644.The ellipsoidal height was determined by GPS observations
 DE5644.and is referenced to NAD 83.
 DE5644
 DE5644.The geoid height was determined by GEOID03.
 DE5644
 DE5644;                    North         East     Units Scale Factor Converg.
 DE5644;SPC OR N     -   122,885.375 2,244,889.255   MT  0.99992416   -2 17 04.3
 DE5644;SPC OR N     -   403,167.24  7,365,122.23   iFT  0.99992416   -2 17 04.3
 DE5644;UTM  10      - 4,952,849.964   442,876.864   MT  0.99964013   -0 30 27.5
 DE5644
 DE5644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5644!SPC OR N     -   0.99999135  x   0.99992416  =   0.99991552
 DE5644!UTM  10      -   0.99999135  x   0.99964013  =   0.99963149
 DE5644
 DE5644                          SUPERSEDED SURVEY CONTROL
 DE5644
 DE5644  NAD 83(1998)-  44 43 36.30989(N)    123 43 16.86876(W) AD(       ) B
 DE5644  ELLIP H (06/19/02)   55.153  (m)                       GP(       ) 4 1
 DE5644
 DE5644.Superseded values are not recommended for survey control.
 DE5644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE5644.See file dsdata.txt to determine how the superseded data were derived.
 DE5644
 DE5644_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ4287752850(NAD 83)
 DE5644_MARKER: DD = SURVEY DISK
 DE5644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE5644_STAMPING: 185 1994
 DE5644_MARK LOGO: OR-053
 DE5644_PROJECTION: FLUSH
 DE5644_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE5644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE5644+STABILITY: SURFACE MOTION
 DE5644_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5644+SATELLITE: SATELLITE OBSERVATIONS - August 01, 1994
 DE5644
 DE5644  HISTORY     - Date     Condition        Report By
 DE5644  HISTORY     - 19940801 MONUMENTED       OR-053
 DE5644
 DE5644                          STATION DESCRIPTION
 DE5644
 DE5644'DESCRIBED BY POLK COUNTY OREGON 1994 (JDN)
 DE5644'THE STATION IS LOCATED IN LINCOLN COUNTY, ABOUT 5.6 KM (3.5 MI) EAST
 DE5644'OF LOGSDEN AND 27.4 KM
 DE5644'(17.0 MI) SOUTHWEST OF FALLS CITY,  IN THE SOUTHWEST 1/4 OF SECTION 6
 DE5644'T10S R8W, WILLAMETTE
 DE5644'MERIDIAN.  OWNERSHIP-- LINCOLN COUNTY RIGHT-OF-WAY.
 DE5644' 
 DE5644'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 223 AND
 DE5644'20 IN WREN, GO
 DE5644'WEST ON HIGHWAY 20 FOR 8.9 KM (5.5 MI) TO THE INTERESECTION OF THE
 DE5644'SUMMIT HIGHWAY.  TURN
 DE5644'RIGHT, NORTHWESTERLY, ON SUMMIT HIGHWAY FOR 12 KM (7.45 MI) TO THE
 DE5644'INTERSECTION OF
 DE5644'LOGSDEN ROAD.  TURN RIGHT, NORTHERLY AND WESTERLY, ON LOGSDEN ROAD FOR
 DE5644'16.15 KM (10.03
 DE5644'MI) TO THESTATION ON THE RIGHT.
 DE5644' 
 DE5644'THE STATION IS A 7.6 CM (3 IN) POLK COUNTY GPS SURVEY MONUMENT BRASS
 DE5644'CAP SET IN THE TOP OF
 DE5644'A 35 CM (14 IN) ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS
 DE5644'132.6 M (435.0 FT) EAST OF
 DE5644'THE CENTERLINE OF BIG ROCK CREEK ROAD, 137.2 M  (450 FT) NORTH FROM A
 DE5644'U.S. DEPARTMENT OF
 DE5644'INTERIOR BENCH MARK DESIGNATED 10 DOR, 3.4 M (11.0 FT) NORTH OF THE
 DE5644'NORTH EDGE OF
 DE5644'PAVEMENT OF LOGSDEN ROAD, AND 0.76 M (2.5 FT) SOUTH OF AN EAST TO WEST
 DE5644'FENCE LINE.   A
 DE5644'CARSONITE WITNESS POST BEARS SOUTH 0.3 M (1.0 FT).
 DE5644' 
 DE5644'FOR ADDITIONAL INFORMATION ON HOW TO REACH THIS MONUMENT SEE THE POLK
 DE5644'COUNTY WEB
 DE5644'PAGE AT WWW.CO.POLK.OR.US/PUBLICWORKS/SURVEYS.HTM
 DE5644' 
 DE5644' 
 DE5644'
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1587 ***********************************************************************
 RD1587  DESIGNATION -  1859
 RD1587  PID         -  RD1587
 RD1587  STATE/COUNTY-  OR/MULTNOMAH
 RD1587  USGS QUAD   -  MOUNT TABOR (1990)
 RD1587
 RD1587                         *CURRENT SURVEY CONTROL
 RD1587  ___________________________________________________________________
 RD1587* NAD 83(1986)-  45 32 00.     (N)    122 36 52.     (W)     SCALED    
 RD1587* NAVD 88     -        60.272  (meters)     197.74   (feet)  ADJUSTED  
 RD1587  ___________________________________________________________________
 RD1587  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 RD1587  DYNAMIC HT  -          60.272 (meters)     197.74  (feet)  COMP
 RD1587  MODELED GRAV-     980,623.8   (mgal)                       NAVD 88
 RD1587
 RD1587  VERT ORDER  -  FIRST     CLASS II
 RD1587
 RD1587.The horizontal coordinates were scaled from a topographic map and have
 RD1587.an estimated accuracy of +/- 6 seconds.
 RD1587
 RD1587.The orthometric height was determined by differential leveling
 RD1587.and adjusted in June 1991.
 RD1587
 RD1587.The geoid height was determined by GEOID03.
 RD1587
 RD1587.The dynamic height is computed by dividing the NAVD 88
 RD1587.geopotential number by the normal gravity value computed on the
 RD1587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1587.degrees latitude (g = 980.6199 gals.).
 RD1587
 RD1587.The modeled gravity was interpolated from observed gravity values.
 RD1587
 RD1587;                    North         East    Units  Estimated Accuracy
 RD1587;SPC OR N     -   209,590.    2,334,870.      MT  (+/- 180 meters Scaled)
 RD1587
 RD1587                          SUPERSEDED SURVEY CONTROL
 RD1587
 RD1587.No superseded survey control is available for this station.
 RD1587
 RD1587_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER301422(NAD 83)
 RD1587_MARKER: DD = SURVEY DISK
 RD1587_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RD1587_SP_SET: CURB
 RD1587_STAMPING: 1859
 RD1587_MARK LOGO: OR1650
 RD1587_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD1587_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD1587+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2006
 RD1587
 RD1587  HISTORY     - Date     Condition        Report By
 RD1587  HISTORY     - UNK      MONUMENTED       OR1650
 RD1587  HISTORY     - 1987     GOOD             NGS
 RD1587  HISTORY     - 20040315 GOOD             USPSQD
 RD1587  HISTORY     - 20050317 GOOD             USPSQD
 RD1587  HISTORY     - 20060402 GOOD             USPSQD
 RD1587
 RD1587                          STATION DESCRIPTION
 RD1587
 RD1587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 RD1587'IN PORTLAND.
 RD1587'IN PORTLAND, IN THE SOUTHEAST CORNER OF THE INTERSECTION OF HALSEY
 RD1587'STREET AND 47TH AVENUE, IN TOP OF THE CURB, 11.9 M (39.0 FT) SOUTH OF
 RD1587'THE STREET CENTERLINE, 21.3 M (69.9 FT) EAST OF THE AVENUE
 RD1587'CENTERLINE, 9.1 M (29.9 FT) EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF
 RD1587'A SMALL CONCRETE ISLAND IN THE INTERSECTION.
 RD1587'THE MARK IS ABOVE LEVEL WITH THE STREET.
 RD1587
 RD1587                          STATION RECOVERY (2004)
 RD1587
 RD1587'RECOVERY NOTE BY US POWER SQUADRON 2004 (RHC)
 RD1587'RECOVERED IN GOOD CONDITION.
 RD1587
 RD1587                          STATION RECOVERY (2005)
 RD1587
 RD1587'RECOVERY NOTE BY US POWER SQUADRON 2005 (RHC)
 RD1587'RECOVERED IN GOOD CONDITION.
 RD1587
 RD1587                          STATION RECOVERY (2006)
 RD1587
 RD1587'RECOVERY NOTE BY US POWER SQUADRON 2006 (RHC)
 RD1587'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 DE5645 ***********************************************************************
 DE5645  DESIGNATION -  186
 DE5645  PID         -  DE5645
 DE5645  STATE/COUNTY-  OR/POLK
 DE5645  USGS QUAD   -  SALEM WEST (1986)
 DE5645
 DE5645                         *CURRENT SURVEY CONTROL
 DE5645  ___________________________________________________________________
 DE5645* NAD 83(2007)-  44 55 50.63540(N)    123 07 22.13402(W)     ADJUSTED  
 DE5645* NAVD 88     -        50.9    (meters)     167.     (feet)  GPS OBS   
 DE5645  ___________________________________________________________________
 DE5645  EPOCH DATE  -        2007.00
 DE5645  X           -  -2,471,555.504 (meters)                     COMP
 DE5645  Y           -  -3,788,060.450 (meters)                     COMP
 DE5645  Z           -   4,481,921.923 (meters)                     COMP
 DE5645  LAPLACE CORR-          -6.07  (seconds)                    DEFLEC99
 DE5645  ELLIP HEIGHT-          28.299 (meters)          (02/10/07) ADJUSTED
 DE5645  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 DE5645
 DE5645  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE5645  Type    PID    Designation                      North   East  Ellip
 DE5645  -------------------------------------------------------------------
 DE5645  NETWORK DE5645 186                               1.92   1.90   2.23
 DE5645  -------------------------------------------------------------------
 DE5645
 DE5645.The horizontal coordinates were established by GPS observations
 DE5645.and adjusted by the National Geodetic Survey in February 2007.
 DE5645
 DE5645.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE5645.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE5645.The horizontal coordinates are valid at the epoch date displayed above.
 DE5645.The epoch date for horizontal control is a decimal equivalence
 DE5645.of Year/Month/Day.
 DE5645
 DE5645.The orthometric height was determined by GPS observations and a
 DE5645.high-resolution geoid model.
 DE5645
 DE5645.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5645
 DE5645.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE5645
 DE5645.The ellipsoidal height was determined by GPS observations
 DE5645.and is referenced to NAD 83.
 DE5645
 DE5645.The geoid height was determined by GEOID03.
 DE5645
 DE5645;                    North         East     Units Scale Factor Converg.
 DE5645;SPC OR N     -   143,824.796 2,293,006.730   MT  0.99990317   -1 51 36.2
 DE5645;SPC OR N     -   471,866.13  7,522,987.96   iFT  0.99990317   -1 51 36.2
 DE5645;UTM  10      - 4,975,262.992   490,308.643   MT  0.99960115   -0 05 12.3
 DE5645
 DE5645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5645!SPC OR N     -   0.99999556  x   0.99990317  =   0.99989873
 DE5645!UTM  10      -   0.99999556  x   0.99960115  =   0.99959671
 DE5645
 DE5645                          SUPERSEDED SURVEY CONTROL
 DE5645
 DE5645  NAD 83(1998)-  44 55 50.63303(N)    123 07 22.13566(W) AD(       ) B
 DE5645  ELLIP H (06/19/02)   28.298  (m)                       GP(       ) 4 1
 DE5645
 DE5645.Superseded values are not recommended for survey control.
 DE5645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE5645.See file dsdata.txt to determine how the superseded data were derived.
 DE5645
 DE5645_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ9030975263(NAD 83)
 DE5645_MARKER: DD = SURVEY DISK
 DE5645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE5645_STAMPING: 186 2001
 DE5645_MARK LOGO: OR-053
 DE5645_PROJECTION: FLUSH
 DE5645_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE5645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE5645+STABILITY: SURFACE MOTION
 DE5645_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5645+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2001
 DE5645
 DE5645  HISTORY     - Date     Condition        Report By
 DE5645  HISTORY     - 20010108 MONUMENTED       OR-053
 DE5645
 DE5645                          STATION DESCRIPTION
 DE5645
 DE5645'DESCRIBED BY POLK COUNTY OREGON 2001 (JDN)
 DE5645'THE STATION IS LOCATED IN THE EOLA SECTION OF WEST SALEM, IN THE
 DE5645'SOUTHEAST 1/4 OF SECTION
 DE5645'25 T7S R4W WILLAMETTE MERIDIAN.  OWNERSHIP-- THE EOLA BEND
 DE5645'RECREATIONAL VEHICLE PARK.
 DE5645' 
 DE5645'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 99W AND
 DE5645'22 IN RICKREALL,
 DE5645'GO EAST ON HIGHWAY 22 FOR 8.37 KM (5.20 MI) TO THE ENTRANCE OF THE
 DE5645'EOLA BEND RECREATIONAL
 DE5645'VEHICLE PARK.  TURN RIGHT, SOUTH, ENTER THE PARK AND DRIVE TO THE EAST
 DE5645'END OF THE UPPER
 DE5645'PARKING LOT AND THE STATION IN THE LANDSCAPED PLANTER AREA.
 DE5645' 
 DE5645'THE STATION IS A 7.6 CM (3 IN) POLK COUNTY GPS SURVEY MONUMENT BRASS
 DE5645'CAP SET IN THE TOP OF
 DE5645'A 35 CM (14 IN)  ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS
 DE5645'LOCATED ON A LINE
 DE5645'EXTENDED ALONG THE FRONT OF THE SIDEWALK, 4.6 M (15.0 FT) EAST OF THE
 DE5645'EAST END OF THE
 DE5645'SIDEWALK, AND 11.0 M (36.0 FT) NORTH-NORTHEAST FROM A LIGHT POLE.  A
 DE5645'WITNESS POST WAS NOT
 DE5645'SET.
 DE5645' 
 DE5645'FOR ADDITIONAL INFORMATION ON HOW TO REACH THIS MONUMENT SEE THE POLK
 DE5645'COUNTY WEB
 DE5645'PAGE AT WWW.CO.POLK.OR.US/PUBLICWORKS/SURVEYS.HTM
 DE5645' 
 DE5645' 
 DE5645'
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0443 ***********************************************************************
 QD0443  DESIGNATION -  1869
 QD0443  PID         -  QD0443
 QD0443  STATE/COUNTY-  OR/JEFFERSON
 QD0443  USGS QUAD   -  TELLER BUTTE (1992)
 QD0443
 QD0443                         *CURRENT SURVEY CONTROL
 QD0443  ___________________________________________________________________
 QD0443* NAD 83(1986)-  44 43 59.     (N)    120 58 27.     (W)     SCALED    
 QD0443* NAVD 88     -       573.491  (meters)    1881.53   (feet)  ADJUSTED  
 QD0443  ___________________________________________________________________
 QD0443  GEOID HEIGHT-         -21.07  (meters)                     GEOID03
 QD0443  DYNAMIC HT  -         573.368 (meters)    1881.12  (feet)  COMP
 QD0443  MODELED GRAV-     980,385.0   (mgal)                       NAVD 88
 QD0443
 QD0443  VERT ORDER  -  FIRST     CLASS II
 QD0443
 QD0443.The horizontal coordinates were scaled from a topographic map and have
 QD0443.an estimated accuracy of +/- 6 seconds.
 QD0443
 QD0443.The orthometric height was determined by differential leveling
 QD0443.and adjusted in June 1991.
 QD0443
 QD0443.The geoid height was determined by GEOID03.
 QD0443
 QD0443.The dynamic height is computed by dividing the NAVD 88
 QD0443.geopotential number by the normal gravity value computed on the
 QD0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0443.degrees latitude (g = 980.6199 gals.).
 QD0443
 QD0443.The modeled gravity was interpolated from observed gravity values.
 QD0443
 QD0443;                    North         East    Units  Estimated Accuracy
 QD0443;SPC OR N     -   118,610.    2,462,440.      MT  (+/- 180 meters Scaled)
 QD0443
 QD0443                          SUPERSEDED SURVEY CONTROL
 QD0443
 QD0443  NGVD 29 (??/??/92)  572.417  (m)         1878.00   (f) ADJ UNCH    1 2
 QD0443
 QD0443.Superseded values are not recommended for survey control.
 QD0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0443.See file dsdata.txt to determine how the superseded data were derived.
 QD0443
 QD0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ604552(NAD 83)
 QD0443_MARKER: P = PIPE CAP
 QD0443_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QD0443_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QD0443_STAMPING: 1877.502 H 1904
 QD0443_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0443
 QD0443  HISTORY     - Date     Condition        Report By
 QD0443  HISTORY     - 1904     MONUMENTED       USGS
 QD0443  HISTORY     - 1936     GOOD             NGS
 QD0443  HISTORY     - 1962     MARK NOT FOUND   NGS
 QD0443
 QD0443                          STATION DESCRIPTION
 QD0443
 QD0443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 QD0443'5.8 MI SW FROM WILLOWDALE.
 QD0443'4.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 97 FROM WILLOWDALE, AND 1.2
 QD0443'MILES SOUTH THROUGH FIELD ON KENEDY RANCH.  0.6 MILE NORTHEAST OF
 QD0443'KENEDY RANCH HOUSE.  0.3 MILE NORTHEAST FORKS OF ROAD ON TOP OF RIDGE.
 QD0443'85 FEET WEST OF BANK OF HAY CREEK.  63 FEET SOUTH OF OLD STONE WALL
 QD0443'REMAINS OF AN OLD CELLAR, NEAR WHERE THE OLD HEISLER STAGE STAYION
 QD0443'STOOD.  56 FEET SOUTHWEST OF A LONE LOCUST TREE.
 QD0443
 QD0443                          STATION RECOVERY (1962)
 QD0443
 QD0443'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 QD0443'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0161 ***********************************************************************
 QD0161  DESIGNATION -  1873
 QD0161  PID         -  QD0161
 QD0161  STATE/COUNTY-  OR/WHEELER
 QD0161  USGS QUAD   -  PAINTED HILLS (1968)
 QD0161
 QD0161                         *CURRENT SURVEY CONTROL
 QD0161  ___________________________________________________________________
 QD0161* NAD 83(1986)-  44 40 05.     (N)    120 16 02.     (W)     SCALED    
 QD0161* NAVD 88     -       572.061  (meters)    1876.84   (feet)  ADJUSTED  
 QD0161  ___________________________________________________________________
 QD0161  GEOID HEIGHT-         -20.31  (meters)                     GEOID03
 QD0161  DYNAMIC HT  -         571.914 (meters)    1876.35  (feet)  COMP
 QD0161  MODELED GRAV-     980,343.1   (mgal)                       NAVD 88
 QD0161
 QD0161  VERT ORDER  -  FIRST     CLASS II
 QD0161
 QD0161.The horizontal coordinates were scaled from a topographic map and have
 QD0161.an estimated accuracy of +/- 6 seconds.
 QD0161
 QD0161.The orthometric height was determined by differential leveling
 QD0161.and adjusted in June 1991.
 QD0161
 QD0161.The geoid height was determined by GEOID03.
 QD0161
 QD0161.The dynamic height is computed by dividing the NAVD 88
 QD0161.geopotential number by the normal gravity value computed on the
 QD0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0161.degrees latitude (g = 980.6199 gals.).
 QD0161
 QD0161.The modeled gravity was interpolated from observed gravity values.
 QD0161
 QD0161;                    North         East    Units  Estimated Accuracy
 QD0161;SPC OR N     -   111,300.    2,518,460.      MT  (+/- 180 meters Scaled)
 QD0161
 QD0161                          SUPERSEDED SURVEY CONTROL
 QD0161
 QD0161  NGVD 29 (??/??/92)  570.946  (m)         1873.18   (f) ADJ UNCH    1 2
 QD0161
 QD0161.Superseded values are not recommended for survey control.
 QD0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0161.See file dsdata.txt to determine how the superseded data were derived.
 QD0161
 QD0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGQ166497(NAD 83)
 QD0161_MARKER: P = PIPE CAP
 QD0161_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QD0161_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QD0161_STAMPING: 1873 1915
 QD0161_MARK LOGO: USGS  
 QD0161_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0161
 QD0161  HISTORY     - Date     Condition        Report By
 QD0161  HISTORY     - 1915     MONUMENTED       USGS
 QD0161  HISTORY     - 1936     GOOD             NGS
 QD0161  HISTORY     - 1987     GOOD             NGS
 QD0161
 QD0161                          STATION DESCRIPTION
 QD0161
 QD0161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 QD0161'10.8 MI NW FROM MITCHELL.
 QD0161'10.8 MILES NORTHWEST OF MITCHELL, POST OFFICE.  ALONG
 QD0161'MITCHELL-ANTELOPE ROAD.  OUTSIDE OF FENCE IN FRONT OF TAYLOR RANCH
 QD0161'HOUSE.  65 FEET NORTH OF YARD GATE, 50 FEET WEST OF CENTER LINE OF
 QD0161'ROAD.  8 INCHES EAST OF FENCE.  U.S. GEOLOGICAL SURVEY STANDARD DISK
 QD0161'CAP ON 3 1/2 INCH IRON PIPE.
 QD0161
 QD0161                          STATION RECOVERY (1987)
 QD0161
 QD0161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QD0161'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  5.5 KM
 QD0161'(3.40 MI) WEST ALONG US HIGHWAY 26 FROM THE JUNCTION OF STATE HIGHWAY
 QD0161'207 IN MITCHELL, THENCE 11.5 KM (7.15 MI) NORTHWEST ALONG BRIDGE
 QD0161'CREEK ROAD, THENCE 0.4 KM (0.25 MI) SOUTHWEST AND ACROSS AN OPEN
 QD0161'MEADOW TO THE NORTHWEST END OF A ROW OF TREES, 2.6 M (8.5 FT)
 QD0161'NORTHEAST OF AN APPLE TREE, 8.4 M (27.6 FT) SOUTHWEST OF THE CENTER
 QD0161'OF THE OLD BRIDGE CREEK ROAD.
 QD0161'THE MARK IS 0.42 METERS  E FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0185 ***********************************************************************
 NZ0185  DESIGNATION -  1874 B
 NZ0185  PID         -  NZ0185
 NZ0185  STATE/COUNTY-  OR/JACKSON
 NZ0185  USGS QUAD   -  ASHLAND (1996)
 NZ0185
 NZ0185                         *CURRENT SURVEY CONTROL
 NZ0185  ___________________________________________________________________
 NZ0185* NAD 83(1986)-  42 11 47.2    (N)    122 41 56.8    (W)     HD_HELD2  
 NZ0185* NAVD 88     -       572.656  (meters)    1878.79   (feet)  ADJUSTED  
 NZ0185  ___________________________________________________________________
 NZ0185  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 NZ0185  DYNAMIC HT  -         572.395 (meters)    1877.93  (feet)  COMP
 NZ0185  MODELED GRAV-     980,148.5   (mgal)                       NAVD 88
 NZ0185
 NZ0185  VERT ORDER  -  FIRST     CLASS II
 NZ0185
 NZ0185.The horizontal coordinates were established by autonomous hand held GPS
 NZ0185.observations and have an estimated accuracy of +/- 10 meters.
 NZ0185
 NZ0185.The orthometric height was determined by differential leveling
 NZ0185.and adjusted in June 1991.
 NZ0185
 NZ0185.The geoid height was determined by GEOID03.
 NZ0185
 NZ0185.The dynamic height is computed by dividing the NAVD 88
 NZ0185.geopotential number by the normal gravity value computed on the
 NZ0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0185.degrees latitude (g = 980.6199 gals.).
 NZ0185
 NZ0185.The modeled gravity was interpolated from observed gravity values.
 NZ0185
 NZ0185;                    North         East    Units  Estimated Accuracy
 NZ0185;SPC OR S     -    61,236.    1,318,378.      MT  (+/- 10 meters HH2 GPS)
 NZ0185
 NZ0185                          SUPERSEDED SURVEY CONTROL
 NZ0185
 NZ0185  NGVD 29 (??/??/92)  571.601  (m)         1875.33   (f) ADJ UNCH    1 2
 NZ0185
 NZ0185.Superseded values are not recommended for survey control.
 NZ0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0185.See file dsdata.txt to determine how the superseded data were derived.
 NZ0185
 NZ0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM2484271631(NAD 83)
 NZ0185_MARKER: DD = SURVEY DISK
 NZ0185_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NZ0185_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NZ0185_STAMPING: 1874 B 1903
 NZ0185_MARK LOGO: USGS  
 NZ0185_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0185_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NZ0185+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2008
 NZ0185
 NZ0185  HISTORY     - Date     Condition        Report By
 NZ0185  HISTORY     - 1903     MONUMENTED       USGS
 NZ0185  HISTORY     - 1954     GOOD             NGS
 NZ0185  HISTORY     - 1988     GOOD             NGS
 NZ0185  HISTORY     - 19890821 GOOD             OR-029
 NZ0185  HISTORY     - 20070124 GOOD             GEOCAC
 NZ0185  HISTORY     - 20080807 GOOD             GEOCAC
 NZ0185
 NZ0185                          STATION DESCRIPTION
 NZ0185
 NZ0185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NZ0185'0.3 MI E FROM ASHLAND.
 NZ0185'0.3 MILE EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 NZ0185'STATION AT ASHLAND, AT THE CROSSING OF MOUNTAIN AVENUE (CROSSING
 NZ0185'428.7), 36.4 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK,
 NZ0185'29 FEET EAST OF THE CENTER LINE OF THE AVENUE, 9 1/2 FEET SOUTHEAST OF
 NZ0185'A POWER LINE POLE WITH A METER BOX AND A GUY WIRE, 7 1/2 FEET
 NZ0185'NORTHEAST OF AN 8-INCH TREE (THE SOUTH ONE OF A ROW ON THE EAST SIDE
 NZ0185'OF THE AVENUE), 2.4 FEET WEST OF A FENCE, 1.0 FOOT SOUTH OF A WITNESS
 NZ0185'POST, ABOUT LEVEL WITH THE TRACK, AND RIVETED ON TOP OF A 3 1/2-INCH
 NZ0185'RION PIPE PROJECTING 0.4 FOOT ABOVE THE GROUND.  NOTE-- THE MARK IS
 NZ0185'LEANING.  THE ROD WAS HELD ON THE LETTER V OF THE WORD SURVEY DURING
 NZ0185'THE 1954 LEVELING.
 NZ0185
 NZ0185                          STATION RECOVERY (1988)
 NZ0185
 NZ0185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 NZ0185'RECOVERED IN GOOD CONDITION.
 NZ0185
 NZ0185                          STATION RECOVERY (1989)
 NZ0185
 NZ0185'RECOVERY NOTE BY JACKSON COUNTY OREGON 1989
 NZ0185'RECOVERED IN GOOD CONDITION.
 NZ0185
 NZ0185                          STATION RECOVERY (2007)
 NZ0185
 NZ0185'RECOVERY NOTE BY GEOCACHING 2007 (HMT)
 NZ0185'RECOVERED IN GOOD CONDITION.
 NZ0185
 NZ0185                          STATION RECOVERY (2008)
 NZ0185
 NZ0185'RECOVERY NOTE BY GEOCACHING 2008
 NZ0185'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0869 ***********************************************************************
 RC0869  DESIGNATION -  188
 RC0869  PID         -  RC0869
 RC0869  STATE/COUNTY-  OR/WASCO
 RC0869  USGS QUAD   -  THE DALLES SOUTH (1994)
 RC0869
 RC0869                         *CURRENT SURVEY CONTROL
 RC0869  ___________________________________________________________________
 RC0869* NAD 83(1986)-  45 35 55.     (N)    121 11 25.     (W)     SCALED    
 RC0869* NAVD 88     -        58.400  (meters)     191.60   (feet)  ADJUSTED  
 RC0869  ___________________________________________________________________
 RC0869  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 RC0869  DYNAMIC HT  -          58.399 (meters)     191.60  (feet)  COMP
 RC0869  MODELED GRAV-     980,598.3   (mgal)                       NAVD 88
 RC0869
 RC0869  VERT ORDER  -  FIRST     CLASS II
 RC0869
 RC0869.The horizontal coordinates were scaled from a topographic map and have
 RC0869.an estimated accuracy of +/- 6 seconds.
 RC0869
 RC0869.The orthometric height was determined by differential leveling
 RC0869.and adjusted in June 1991.
 RC0869
 RC0869.The geoid height was determined by GEOID03.
 RC0869
 RC0869.The dynamic height is computed by dividing the NAVD 88
 RC0869.geopotential number by the normal gravity value computed on the
 RC0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0869.degrees latitude (g = 980.6199 gals.).
 RC0869
 RC0869.The modeled gravity was interpolated from observed gravity values.
 RC0869
 RC0869;                    North         East    Units  Estimated Accuracy
 RC0869;SPC OR N     -   214,910.    2,446,150.      MT  (+/- 180 meters Scaled)
 RC0869
 RC0869                          SUPERSEDED SURVEY CONTROL
 RC0869
 RC0869  NGVD 29 (??/??/92)   57.402  (m)          188.33   (f) ADJ UNCH    1 2
 RC0869
 RC0869.Superseded values are not recommended for survey control.
 RC0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0869.See file dsdata.txt to determine how the superseded data were derived.
 RC0869
 RC0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR411510(NAD 83)
 RC0869_MARKER: Z = SEE DESCRIPTION
 RC0869_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RC0869_SP_SET: SIDEWALK
 RC0869_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC0869
 RC0869  HISTORY     - Date     Condition        Report By
 RC0869  HISTORY     - UNK      MONUMENTED       PG+E
 RC0869  HISTORY     - 1942     GOOD             NGS
 RC0869  HISTORY     - 1989     GOOD             USPSQD
 RC0869
 RC0869                          STATION DESCRIPTION
 RC0869
 RC0869'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 RC0869'IN THE DALLES.
 RC0869'AT THE DALLES, WASCO COUNTY, AT THE SOUTHWEST CORNER OF NINTH AND
 RC0869'LINCOLN STREETS, 2 FEET INSIDE OF THE CURB LINES, AND IN THE CONCRETE
 RC0869'SIDEWALK.
 RC0869
 RC0869                          STATION RECOVERY (1989)
 RC0869
 RC0869'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RC0869'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1589 ***********************************************************************
 RD1589  DESIGNATION -  1882
 RD1589  PID         -  RD1589
 RD1589  STATE/COUNTY-  OR/MULTNOMAH
 RD1589  USGS QUAD   -  MOUNT TABOR (1990)
 RD1589
 RD1589                         *CURRENT SURVEY CONTROL
 RD1589  ___________________________________________________________________
 RD1589* NAD 83(1986)-  45 32 13.     (N)    122 35 39.     (W)     SCALED    
 RD1589* NAVD 88     -        67.715  (meters)     222.16   (feet)  ADJUSTED  
 RD1589  ___________________________________________________________________
 RD1589  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 RD1589  DYNAMIC HT  -          67.715 (meters)     222.16  (feet)  COMP
 RD1589  MODELED GRAV-     980,624.2   (mgal)                       NAVD 88
 RD1589
 RD1589  VERT ORDER  -  FIRST     CLASS II
 RD1589
 RD1589.The horizontal coordinates were scaled from a topographic map and have
 RD1589.an estimated accuracy of +/- 6 seconds.
 RD1589
 RD1589.The orthometric height was determined by differential leveling
 RD1589.and adjusted in June 1991.
 RD1589
 RD1589.The geoid height was determined by GEOID03.
 RD1589
 RD1589.The dynamic height is computed by dividing the NAVD 88
 RD1589.geopotential number by the normal gravity value computed on the
 RD1589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1589.degrees latitude (g = 980.6199 gals.).
 RD1589
 RD1589.The modeled gravity was interpolated from observed gravity values.
 RD1589
 RD1589;                    North         East    Units  Estimated Accuracy
 RD1589;SPC OR N     -   209,950.    2,336,460.      MT  (+/- 180 meters Scaled)
 RD1589
 RD1589                          SUPERSEDED SURVEY CONTROL
 RD1589
 RD1589.No superseded survey control is available for this station.
 RD1589
 RD1589_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER316426(NAD 83)
 RD1589_MARKER: DD = SURVEY DISK
 RD1589_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RD1589_SP_SET: CURB
 RD1589_STAMPING: 1882
 RD1589_MARK LOGO: OR1650
 RD1589_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD1589_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD1589+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2006
 RD1589
 RD1589  HISTORY     - Date     Condition        Report By
 RD1589  HISTORY     - UNK      MONUMENTED       OR1650
 RD1589  HISTORY     - 1987     POOR             USPSQD
 RD1589  HISTORY     - 1987     GOOD             NGS
 RD1589  HISTORY     - 20040321 GOOD             USPSQD
 RD1589  HISTORY     - 20050412 GOOD             USPSQD
 RD1589  HISTORY     - 20060517 GOOD             USPSQD
 RD1589
 RD1589                          STATION DESCRIPTION
 RD1589
 RD1589'DESCRIBED BY US POWER SQUADRON 1987 (KRN)
 RD1589'MARK RECOVERED IN POOR CONDITION.
 RD1589
 RD1589                          STATION RECOVERY (1987)
 RD1589
 RD1589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD1589'IN PORTLAND.
 RD1589'IN PORTLAND, IN THE SOUTHWEST CORNER OF THE T-JUNCTION OF TILLAMOOK
 RD1589'STREET AND 67TH AVENUE, IN TOP OF THE CORNER SECTION OF CURB, 7.3 M
 RD1589'(24.0 FT) SOUTH OF THE STREET CENTERLINE, 7.0 M (23.0 FT) WEST OF THE
 RD1589'AVENUE CENTERLINE.
 RD1589'THE MARK IS ABOVE LEVEL WITH THE STREET.
 RD1589
 RD1589                          STATION RECOVERY (2004)
 RD1589
 RD1589'RECOVERY NOTE BY US POWER SQUADRON 2004 (RHC)
 RD1589'RECOVERED IN GOOD CONDITION.
 RD1589
 RD1589                          STATION RECOVERY (2005)
 RD1589
 RD1589'RECOVERY NOTE BY US POWER SQUADRON 2005 (RHC)
 RD1589'RECOVERED IN GOOD CONDITION.
 RD1589
 RD1589                          STATION RECOVERY (2006)
 RD1589
 RD1589'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 RD1589'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0263 ***********************************************************************
 NZ0263  DESIGNATION -  1886.0
 NZ0263  PID         -  NZ0263
 NZ0263  STATE/COUNTY-  OR/DOUGLAS
 NZ0263  USGS QUAD   -  RAGSDALE BUTTE (1989)
 NZ0263
 NZ0263                         *CURRENT SURVEY CONTROL
 NZ0263  ___________________________________________________________________
 NZ0263* NAD 83(1986)-  42 50 05.     (N)    122 51 19.     (W)     SCALED    
 NZ0263* NAVD 88     -       575.913  (meters)    1889.47   (feet)  ADJUSTED  
 NZ0263  ___________________________________________________________________
 NZ0263  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 NZ0263  DYNAMIC HT  -         575.684 (meters)    1888.72  (feet)  COMP
 NZ0263  MODELED GRAV-     980,206.3   (mgal)                       NAVD 88
 NZ0263
 NZ0263  VERT ORDER  -  SECOND    CLASS 0
 NZ0263
 NZ0263.The horizontal coordinates were scaled from a topographic map and have
 NZ0263.an estimated accuracy of +/- 6 seconds.
 NZ0263
 NZ0263.The orthometric height was determined by differential leveling
 NZ0263.and adjusted in June 1991.
 NZ0263
 NZ0263.The geoid height was determined by GEOID03.
 NZ0263
 NZ0263.The dynamic height is computed by dividing the NAVD 88
 NZ0263.geopotential number by the normal gravity value computed on the
 NZ0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0263.degrees latitude (g = 980.6199 gals.).
 NZ0263
 NZ0263.The modeled gravity was interpolated from observed gravity values.
 NZ0263
 NZ0263;                    North         East    Units  Estimated Accuracy
 NZ0263;SPC OR S     -   132,460.    1,307,480.      MT  (+/- 180 meters Scaled)
 NZ0263
 NZ0263                          SUPERSEDED SURVEY CONTROL
 NZ0263
 NZ0263  NGVD 29 (??/??/92)  574.832  (m)         1885.93   (f) ADJ UNCH    2 0
 NZ0263
 NZ0263.Superseded values are not recommended for survey control.
 NZ0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0263.See file dsdata.txt to determine how the superseded data were derived.
 NZ0263
 NZ0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN118424(NAD 83)
 NZ0263_MARKER: N = NAIL
 NZ0263_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NZ0263_SP_SET: FIR TREE
 NZ0263_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0263
 NZ0263  HISTORY     - Date     Condition        Report By
 NZ0263  HISTORY     - UNK      MONUMENTED       USGS
 NZ0263  HISTORY     - 1949     GOOD             NGS
 NZ0263  HISTORY     - 1960     MARK NOT FOUND   NGS
 NZ0263
 NZ0263                          STATION DESCRIPTION
 NZ0263
 NZ0263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 NZ0263'4.6 MI SE FROM DREW.
 NZ0263'4.6 MILES SOUTHEAST ALONG STATE HIGHWAY 227 FROM THE POST OFFICE AT
 NZ0263'DREW, AT A SHARP CURVE AND FILL OVER A DEEP RAVINE, 63 FEET WEST OF
 NZ0263'THE CENTER LINE OF THE HIGHWAY, ABOUT 8 FEET LOWER THAN THE HIGHWAY,
 NZ0263'AND DRIVEN IN THE SOUTH BASE OF A 36-INCH FIR TREE MARKED BY THE WHITE
 NZ0263'PAINTED LETTERS USBM 1886.0.
 NZ0263
 NZ0263                          STATION RECOVERY (1960)
 NZ0263
 NZ0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 NZ0263'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0309 ***********************************************************************
 RD0309  DESIGNATION -  189
 RD0309  PID         -  RD0309
 RD0309  STATE/COUNTY-  OR/WASHINGTON
 RD0309  USGS QUAD   -  BEAVERTON (1984)
 RD0309
 RD0309                         *CURRENT SURVEY CONTROL
 RD0309  ___________________________________________________________________
 RD0309* NAD 83(1986)-  45 29 16.     (N)    122 48 14.     (W)     SCALED    
 RD0309* NAVD 88     -        58.718  (meters)     192.64   (feet)  ADJUSTED  
 RD0309  ___________________________________________________________________
 RD0309  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 RD0309  DYNAMIC HT  -          58.716 (meters)     192.64  (feet)  COMP
 RD0309  MODELED GRAV-     980,597.8   (mgal)                       NAVD 88
 RD0309
 RD0309  VERT ORDER  -  SECOND    CLASS 0
 RD0309
 RD0309.The horizontal coordinates were scaled from a topographic map and have
 RD0309.an estimated accuracy of +/- 6 seconds.
 RD0309
 RD0309.The orthometric height was determined by differential leveling
 RD0309.and adjusted in June 1991.
 RD0309
 RD0309.The geoid height was determined by GEOID03.
 RD0309
 RD0309.The dynamic height is computed by dividing the NAVD 88
 RD0309.geopotential number by the normal gravity value computed on the
 RD0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0309.degrees latitude (g = 980.6199 gals.).
 RD0309
 RD0309.The modeled gravity was interpolated from observed gravity values.
 RD0309
 RD0309;                    North         East    Units  Estimated Accuracy
 RD0309;SPC OR N     -   204,930.    2,319,930.      MT  (+/- 180 meters Scaled)
 RD0309
 RD0309                          SUPERSEDED SURVEY CONTROL
 RD0309
 RD0309  NGVD 29 (??/??/92)   57.646  (m)          189.13   (f) ADJ UNCH    2 0
 RD0309
 RD0309.Superseded values are not recommended for survey control.
 RD0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0309.See file dsdata.txt to determine how the superseded data were derived.
 RD0309
 RD0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER153371(NAD 83)
 RD0309_MARKER: R = RIVET
 RD0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0309+STABILITY: SURFACE MOTION
 RD0309
 RD0309  HISTORY     - Date     Condition        Report By
 RD0309  HISTORY     - UNK      MONUMENTED       ORGS
 RD0309  HISTORY     - 1941     GOOD             NGS
 RD0309  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RD0309  HISTORY     - 19950325 MARK NOT FOUND   USPSQD
 RD0309
 RD0309                          STATION DESCRIPTION
 RD0309
 RD0309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 RD0309'IN BEAVERTON.
 RD0309'NORTHWEST CORNER OF WATSON AND FRONT STREETS, 36 FEET SOUTH OF
 RD0309'SOUTHERN PACIFIC MAIN TRACK, 16 FEET NORTH OF NORTH CURB OF FRONT
 RD0309'STREET, 1 FOOT WEST OF WEST EDGE OF WATSON STREET WALK.
 RD0309
 RD0309                          STATION RECOVERY (1988)
 RD0309
 RD0309'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCC)
 RD0309'MARK NOT FOUND.
 RD0309
 RD0309                          STATION RECOVERY (1995)
 RD0309
 RD0309'RECOVERY NOTE BY US POWER SQUADRON 1995
 RD0309'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0398 ***********************************************************************
 RD0398  DESIGNATION -  189 HILLSBORO
 RD0398  PID         -  RD0398
 RD0398  STATE/COUNTY-  OR/WASHINGTON
 RD0398  USGS QUAD   -  HILLSBORO (1990)
 RD0398
 RD0398                         *CURRENT SURVEY CONTROL
 RD0398  ___________________________________________________________________
 RD0398* NAD 83(1986)-  45 31 12.     (N)    122 59 27.     (W)     SCALED    
 RD0398* NAVD 88     -        58.674  (meters)     192.50   (feet)  ADJUSTED  
 RD0398  ___________________________________________________________________
 RD0398  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 RD0398  DYNAMIC HT  -          58.672 (meters)     192.49  (feet)  COMP
 RD0398  MODELED GRAV-     980,593.7   (mgal)                       NAVD 88
 RD0398
 RD0398  VERT ORDER  -  SECOND    CLASS 0
 RD0398
 RD0398.The horizontal coordinates were scaled from a topographic map and have
 RD0398.an estimated accuracy of +/- 6 seconds.
 RD0398
 RD0398.The orthometric height was determined by differential leveling
 RD0398.and adjusted in June 1991.
 RD0398
 RD0398.The geoid height was determined by GEOID03.
 RD0398
 RD0398.The dynamic height is computed by dividing the NAVD 88
 RD0398.geopotential number by the normal gravity value computed on the
 RD0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0398.degrees latitude (g = 980.6199 gals.).
 RD0398
 RD0398.The modeled gravity was interpolated from observed gravity values.
 RD0398
 RD0398;                    North         East    Units  Estimated Accuracy
 RD0398;SPC OR N     -   208,950.    2,305,440.      MT  (+/- 180 meters Scaled)
 RD0398
 RD0398                          SUPERSEDED SURVEY CONTROL
 RD0398
 RD0398  NGVD 29 (??/??/92)   57.61   (m)          189.0    (f) COMPUTED    2 0
 RD0398
 RD0398.Superseded values are not recommended for survey control.
 RD0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0398.See file dsdata.txt to determine how the superseded data were derived.
 RD0398
 RD0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER007407(NAD 83)
 RD0398_MARKER: B = BOLT
 RD0398_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD0398_SP_SET: SLAB
 RD0398_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0398
 RD0398  HISTORY     - Date     Condition        Report By
 RD0398  HISTORY     - UNK      MONUMENTED
 RD0398  HISTORY     - 1968     MARK NOT FOUND   NGS
 RD0398  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RD0398
 RD0398                          STATION DESCRIPTION
 RD0398
 RD0398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RD0398'IN HILLSBORO.
 RD0398'AT HILLSBORO, WASHINGTON COUNTY, IN THE WEST PART OF TOWN, ON THE
 RD0398'SOUTH SIDE OF TUALATIN VALLEY HIGHWAY, 60 FEET EAST OF THE EAST TRACK
 RD0398'OF THE SOUTHERN PACIFIC CO. RAILROAD, 18 INCHES WEST OF A CONCRETE
 RD0398'DRIVEWAY SLAB, 6 INCHES NORTH OF THE SOUTH EDGE OF THE SIDEWALK, AND
 RD0398'LEVEL WITH THE SIDEWALK.  A GALVANIZED-IRON BOLT.
 RD0398
 RD0398                          STATION RECOVERY (1988)
 RD0398
 RD0398'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCC)
 RD0398'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC0369 ***********************************************************************
 SC0369  DESIGNATION -  18=Y 30 RESET
 SC0369  PID         -  SC0369
 SC0369  STATE/COUNTY-  OR/COLUMBIA
 SC0369  USGS QUAD   -  OAK POINT (1985)
 SC0369
 SC0369                         *CURRENT SURVEY CONTROL
 SC0369  ___________________________________________________________________
 SC0369* NAD 83(1986)-  46 08 42.     (N)    123 09 42.     (W)     SCALED    
 SC0369* NAVD 88     -         6.472  (meters)      21.23   (feet)  ADJUSTED  
 SC0369  ___________________________________________________________________
 SC0369  GEOID HEIGHT-         -21.00  (meters)                     GEOID03
 SC0369  DYNAMIC HT  -           6.473 (meters)      21.24  (feet)  COMP
 SC0369  MODELED GRAV-     980,761.8   (mgal)                       NAVD 88
 SC0369
 SC0369  VERT ORDER  -  FIRST     CLASS II
 SC0369
 SC0369.The horizontal coordinates were scaled from a topographic map and have
 SC0369.an estimated accuracy of +/- 6 seconds.
 SC0369
 SC0369.The orthometric height was determined by differential leveling
 SC0369.and adjusted in June 1991.
 SC0369
 SC0369.The geoid height was determined by GEOID03.
 SC0369
 SC0369.The dynamic height is computed by dividing the NAVD 88
 SC0369.geopotential number by the normal gravity value computed on the
 SC0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0369.degrees latitude (g = 980.6199 gals.).
 SC0369
 SC0369.The modeled gravity was interpolated from observed gravity values.
 SC0369
 SC0369;                    North         East    Units  Estimated Accuracy
 SC0369;SPC OR N     -   278,800.    2,294,390.      MT  (+/- 180 meters Scaled)
 SC0369
 SC0369                          SUPERSEDED SURVEY CONTROL
 SC0369
 SC0369  NGVD 29 (??/??/92)    5.476  (m)           17.97   (f) ADJ UNCH    1 2
 SC0369
 SC0369.Superseded values are not recommended for survey control.
 SC0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0369.See file dsdata.txt to determine how the superseded data were derived.
 SC0369
 SC0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS875101(NAD 83)
 SC0369_MARKER: DD = SURVEY DISK
 SC0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0369_SP_SET: CONCRETE POST
 SC0369_STAMPING: 18 Y 30 RESET 1898
 SC0369_MARK LOGO: USGS  
 SC0369_PROJECTION: FLUSH
 SC0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0369+STABILITY: SURFACE MOTION
 SC0369
 SC0369  HISTORY     - Date     Condition        Report By
 SC0369  HISTORY     - 1931     MONUMENTED       PP+L
 SC0369  HISTORY     - 1940     GOOD             NGS
 SC0369  HISTORY     - 1987     GOOD             NGS
 SC0369
 SC0369                          STATION DESCRIPTION
 SC0369
 SC0369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 SC0369'IN QUINCY.
 SC0369'AT QUINCY, COLUMBIA COUNTY, ON THE SPOKANE, PORTLAND AND SEATTLE
 SC0369'RAILWAY, 685 FEET NORTHEAST OF THE STATION, 138 FEET SOUTHWEST OF PIPE
 SC0369'CULVERT A 59.16, 67.5 FEET NORTHEAST OF A POLE, 46 FEET SOUTHEAST OF
 SC0369'THE CENTERLINE OF THE TRACK, AND 1 FOOT NORTHWEST OF A FENCE. A USGS
 SC0369'STANDARD CAP, STAMPED 18 Y 30 RESET 1898 AND RIVETED ON THE TOP OF A 3
 SC0369'1/2 INCH IRON PIPE INCASED IN CONCRETE.
 SC0369
 SC0369                          STATION RECOVERY (1987)
 SC0369
 SC0369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SC0369'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  0.5 KM
 SC0369'(0.30 MI) NORTHEAST ALONG STATE HIGHWAY 433 FROM THE JUNCTION OF U.S.
 SC0369'HIGHWAY 30 AT THE WEST EDGE OF RAINIER, THENCE 18.7 KM (11.60 MI)
 SC0369'NORTHWESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD, 0.2 KM (0.10
 SC0369'MI) NORTHEAST OF THE INTERSECTION OF HERM0 ROAD, 42.1 M (138.1 FT)
 SC0369'SOUTHWEST OF THE SOUTHEAST EDGE OF CULVERT NUMBER A 59.16, AND 13.4 M
 SC0369'(44.0 FT) SOUTHEAST OF THE NEAR RAIL.  NOTE--THIS MARK WAS RESET IN
 SC0369'1931 BY THE PACIFIC POWER AND LIGHT CO. RESET DATA CAN BE FOUND IN
 SC0369'SPECIAL PUBLICATION NO. 177, LEVELING IN OREGON.  NOT LEVELED TO
 SC0369'THIS SURVEY.
 SC0369'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 SC0369'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0047 ***********************************************************************
 OA0047  DESIGNATION -  19
 OA0047  PID         -  OA0047
 OA0047  STATE/COUNTY-  OR/CURRY
 OA0047  USGS QUAD   -  OPHIR (1986)
 OA0047
 OA0047                         *CURRENT SURVEY CONTROL
 OA0047  ___________________________________________________________________
 OA0047* NAD 83(1986)-  42 33 37.     (N)    124 22 53.     (W)     SCALED    
 OA0047* NAVD 88     -         6.254  (meters)      20.52   (feet)  ADJUSTED  
 OA0047  ___________________________________________________________________
 OA0047  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 OA0047  DYNAMIC HT  -           6.252 (meters)      20.51  (feet)  COMP
 OA0047  MODELED GRAV-     980,377.5   (mgal)                       NAVD 88
 OA0047
 OA0047  VERT ORDER  -  FIRST     CLASS II
 OA0047
 OA0047.The horizontal coordinates were scaled from a topographic map and have
 OA0047.an estimated accuracy of +/- 6 seconds.
 OA0047
 OA0047.The orthometric height was determined by differential leveling
 OA0047.and adjusted in June 1991.
 OA0047.WARNING-Repeat measurements at this control monument indicate possible
 OA0047.vertical movement.
 OA0047
 OA0047.The geoid height was determined by GEOID03.
 OA0047
 OA0047.The dynamic height is computed by dividing the NAVD 88
 OA0047.geopotential number by the normal gravity value computed on the
 OA0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0047.degrees latitude (g = 980.6199 gals.).
 OA0047
 OA0047.The modeled gravity was interpolated from observed gravity values.
 OA0047
 OA0047;                    North         East    Units  Estimated Accuracy
 OA0047;SPC OR S     -   106,650.    1,181,390.      MT  (+/- 180 meters Scaled)
 OA0047
 OA0047                          SUPERSEDED SURVEY CONTROL
 OA0047
 OA0047  NGVD 29 (??/??/92)    5.167  (m)           16.95   (f) ADJ UNCH    1 2
 OA0047
 OA0047.Superseded values are not recommended for survey control.
 OA0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0047.See file dsdata.txt to determine how the superseded data were derived.
 OA0047
 OA0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN866129(NAD 83)
 OA0047_MARKER: DD = SURVEY DISK
 OA0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OA0047_STAMPING: 19
 OA0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0047+STABILITY: SURFACE MOTION
 OA0047
 OA0047  HISTORY     - Date     Condition        Report By
 OA0047  HISTORY     - UNK      MONUMENTED       BPR
 OA0047  HISTORY     - 1941     GOOD             NGS
 OA0047  HISTORY     - 1981     MARK NOT FOUND   USGS
 OA0047  HISTORY     - 1988     MARK NOT FOUND   NGS
 OA0047  HISTORY     - 20021009 MARK NOT FOUND   USPSQD
 OA0047
 OA0047                          STATION DESCRIPTION
 OA0047
 OA0047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 OA0047'0.1 MI N FROM OPHIR.
 OA0047'0.1 MILE NORTH ALONG THE OREGON COAST HIGHWAY (U. S. 101) FROM THE
 OA0047'POST OFFICE AT OPHIR, CURRY COUNTY, 55 FEET NORTH OF THE NORTH END OF
 OA0047'A BRIDGE OVER EUCHRE CREEK, 30 FEET EAST OF THE CENTER LINE OF THE
 OA0047'HIGHWAY, 10 FEET WEST OF THE RIGHT-OF-WAY FENCE, AT A 4- BY 4-INCH
 OA0047'WHITE WOODEN POST STENCILED U. S. B. M., AND ABOUT 7 FEET LOWER THAN
 OA0047'THE HIGHWAY.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK,
 OA0047'STAMPED 19 AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH THE
 OA0047'GROUND.
 OA0047
 OA0047                          STATION RECOVERY (1981)
 OA0047
 OA0047'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 OA0047'MARK NOT FOUND.
 OA0047
 OA0047                          STATION RECOVERY (1988)
 OA0047
 OA0047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 OA0047'THERE HAS BEEN ROAD CONSTRUCTION AT THIS LOCATION.
 OA0047
 OA0047                          STATION RECOVERY (2002)
 OA0047
 OA0047'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 OA0047'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0170 ***********************************************************************
 PB0170  DESIGNATION -  19
 PB0170  PID         -  PB0170
 PB0170  STATE/COUNTY-  OR/DESCHUTES
 PB0170  USGS QUAD   -  HORSE RIDGE (1981)
 PB0170
 PB0170                         *CURRENT SURVEY CONTROL
 PB0170  ___________________________________________________________________
 PB0170* NAD 83(1986)-  43 54 50.     (N)    121 00 33.     (W)     SCALED    
 PB0170* NAVD 88     -      1307.345  (meters)    4289.18   (feet)  ADJUSTED  
 PB0170  ___________________________________________________________________
 PB0170  GEOID HEIGHT-         -20.49  (meters)                     GEOID03
 PB0170  DYNAMIC HT  -        1306.769 (meters)    4287.29  (feet)  COMP
 PB0170  MODELED GRAV-     980,132.4   (mgal)                       NAVD 88
 PB0170
 PB0170  VERT ORDER  -  FIRST     CLASS II
 PB0170
 PB0170.The horizontal coordinates were scaled from a topographic map and have
 PB0170.an estimated accuracy of +/- 6 seconds.
 PB0170
 PB0170.The orthometric height was determined by differential leveling
 PB0170.and adjusted in June 1991.
 PB0170
 PB0170.The geoid height was determined by GEOID03.
 PB0170
 PB0170.The dynamic height is computed by dividing the NAVD 88
 PB0170.geopotential number by the normal gravity value computed on the
 PB0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0170.degrees latitude (g = 980.6199 gals.).
 PB0170
 PB0170.The modeled gravity was interpolated from observed gravity values.
 PB0170
 PB0170;                    North         East    Units  Estimated Accuracy
 PB0170;SPC OR S     -   249,760.    1,459,100.      MT  (+/- 180 meters Scaled)
 PB0170
 PB0170                          SUPERSEDED SURVEY CONTROL
 PB0170
 PB0170  NGVD 29 (??/??/92) 1306.158  (m)         4285.29   (f) ADJ UNCH    1 2
 PB0170
 PB0170.Superseded values are not recommended for survey control.
 PB0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0170.See file dsdata.txt to determine how the superseded data were derived.
 PB0170
 PB0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP598642(NAD 83)
 PB0170_MARKER: DD = SURVEY DISK
 PB0170_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 PB0170_SP_SET: UNSP. ROCK
 PB0170_STAMPING: 19 1927 4286
 PB0170_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PB0170
 PB0170  HISTORY     - Date     Condition        Report By
 PB0170  HISTORY     - 1927     MONUMENTED       ORDT
 PB0170  HISTORY     - 1943     GOOD             NGS
 PB0170
 PB0170                          STATION DESCRIPTION
 PB0170
 PB0170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PB0170'5.2 MI NW FROM MILLICAN.
 PB0170'THIS MARK IS ABOUT 5.2 MILES NORTHWEST ALONG U.S. HIGHWAY 20 FROM THE
 PB0170'POST OFFICE AT MILLICAN, DESCHUTES COUNTY, ABOUT 300 FEET WEST OF THE
 PB0170'SUMMIT OF HORSE RIDGE, 46.0 FEET SOUTH OF THE CENTER LINE OF THE
 PB0170'HIGHWAY, SET IN THE TOP OF A ROCK, 2.0 FEET SOUTH OF A WHITE REFERENCE
 PB0170'POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3574 ***********************************************************************
 RD3574  DESIGNATION -  19
 RD3574  PID         -  RD3574
 RD3574  STATE/COUNTY-  OR/MULTNOMAH
 RD3574  USGS QUAD   -  SAUVIE ISLAND (1990)
 RD3574
 RD3574                         *CURRENT SURVEY CONTROL
 RD3574  ___________________________________________________________________
 RD3574* NAD 83(1991)-  45 37 52.51263(N)    122 47 06.73760(W)     ADJUSTED  
 RD3574* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 RD3574  ___________________________________________________________________
 RD3574  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 RD3574  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 RD3574  HORZ ORDER  -  THIRD
 RD3574
 RD3574.The horizontal coordinates were established by classical geodetic methods
 RD3574.and adjusted by the National Geodetic Survey in October 1991.
 RD3574
 RD3574.The orthometric height was scaled from a topographic map.
 RD3574
 RD3574.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3574
 RD3574.The geoid height was determined by GEOID03.
 RD3574
 RD3574;                    North         East     Units Scale Factor Converg.
 RD3574;SPC OR N     -   220,830.791 2,321,845.007   MT  0.99992714   -1 37 14.3
 RD3574;SPC OR N     -   724,510.47  7,617,601.73   iFT  0.99992714   -1 37 14.3
 RD3574;SPC WA S     -    35,695.711   321,823.943   MT  1.00005192   -1 39 35.9
 RD3574;SPC WA S     -   117,111.68  1,055,850.72   sFT  1.00005192   -1 39 35.9
 RD3574;UTM  10      - 5,053,100.989   516,742.219   MT  0.99960345   +0 09 12.8
 RD3574
 RD3574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3574!SPC OR N     -   1.00000326  x   0.99992714  =   0.99993040
 RD3574!SPC WA S     -   1.00000326  x   1.00005192  =   1.00005518
 RD3574!UTM  10      -   1.00000326  x   0.99960345  =   0.99960671
 RD3574
 RD3574|---------------------------------------------------------------------|
 RD3574| PID    Reference Object                     Distance      Geod. Az  |
 RD3574|                                                           dddmmss.s |
 RD3574| RD3599 17                                  381.297 METERS 02759     |
 RD3574| RD3701 21                                  APPROX. 1.0 KM 1932259.4 |
 RD3574|---------------------------------------------------------------------|
 RD3574
 RD3574                          SUPERSEDED SURVEY CONTROL
 RD3574
 RD3574  NAD 83(1986)-  45 37 52.53191(N)    122 47 06.73938(W) AD(       ) 3
 RD3574  NAD 27      -  45 37 53.11100(N)    122 47 02.37600(W) AD(       ) 3
 RD3574
 RD3574.Superseded values are not recommended for survey control.
 RD3574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3574.See file dsdata.txt to determine how the superseded data were derived.
 RD3574
 RD3574_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1674253101(NAD 83)
 RD3574
 RD3574  HISTORY     - Date     Condition        Report By
 RD3574  HISTORY     - 1899     MONUMENTED       USE
 RD3574  HISTORY     - 1960     SEE DESCRIPTION  CGS
 RD3574  HISTORY     - 19940423 MARK NOT FOUND   USPSQD
 RD3574
 RD3574                          STATION DESCRIPTION
 RD3574
 RD3574'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (ANS)
 RD3574'THERE HAS BEEN A LARGE LEVEE CONSTRUCTED IN THIS AREA.  IT IS
 RD3574'QUITE CERTAIN THAT THIS STATION HAS BEEN LOST.
 RD3574
 RD3574                          STATION RECOVERY (1994)
 RD3574
 RD3574'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD3574'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3580 ***********************************************************************
 RD3580  DESIGNATION -  19 2
 RD3580  PID         -  RD3580
 RD3580  STATE/COUNTY-  OR/MULTNOMAH
 RD3580  USGS QUAD   -  SAUVIE ISLAND (1990)
 RD3580
 RD3580                         *CURRENT SURVEY CONTROL
 RD3580  ___________________________________________________________________
 RD3580* NAD 83(1991)-  45 37 49.14775(N)    122 47 05.61110(W)     ADJUSTED  
 RD3580* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 RD3580  ___________________________________________________________________
 RD3580  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 RD3580  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 RD3580  HORZ ORDER  -  THIRD
 RD3580
 RD3580.The horizontal coordinates were established by classical geodetic methods
 RD3580.and adjusted by the National Geodetic Survey in October 1991.
 RD3580
 RD3580.The orthometric height was scaled from a topographic map.
 RD3580
 RD3580.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3580
 RD3580.The geoid height was determined by GEOID03.
 RD3580
 RD3580;                    North         East     Units Scale Factor Converg.
 RD3580;SPC OR N     -   220,726.265 2,321,866.458   MT  0.99992701   -1 37 13.5
 RD3580;SPC OR N     -   724,167.54  7,617,672.11   iFT  0.99992701   -1 37 13.5
 RD3580;SPC WA S     -    35,591.157   321,845.325   MT  1.00005219   -1 39 35.0
 RD3580;SPC WA S     -   116,768.65  1,055,920.87   sFT  1.00005219   -1 39 35.0
 RD3580;UTM  10      - 5,052,997.211   516,766.888   MT  0.99960346   +0 09 13.6
 RD3580
 RD3580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3580!SPC OR N     -   1.00000216  x   0.99992701  =   0.99992917
 RD3580!SPC WA S     -   1.00000216  x   1.00005219  =   1.00005435
 RD3580!UTM  10      -   1.00000216  x   0.99960346  =   0.99960562
 RD3580
 RD3580:                Primary Azimuth Mark                     Grid Az
 RD3580:SPC OR N     -  20                                       236 53 50.1
 RD3580:SPC WA S     -  20                                       236 56 11.6
 RD3580:UTM  10      -  20                                       235 07 23.0
 RD3580
 RD3580|---------------------------------------------------------------------|
 RD3580| PID    Reference Object                     Distance      Geod. Az  |
 RD3580|                                                           dddmmss.s |
 RD3580| RD3598 20                                  APPROX. 0.9 KM 2351636.6 |
 RD3580|---------------------------------------------------------------------|
 RD3580
 RD3580                          SUPERSEDED SURVEY CONTROL
 RD3580
 RD3580  NAD 83(1986)-  45 37 49.16704(N)    122 47 05.61290(W) AD(       ) 3
 RD3580  NAD 27      -  45 37 49.74600(N)    122 47 01.25000(W) AD(       ) 3
 RD3580
 RD3580.Superseded values are not recommended for survey control.
 RD3580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3580.See file dsdata.txt to determine how the superseded data were derived.
 RD3580
 RD3580_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1676752997(NAD 83)
 RD3580
 RD3580  HISTORY     - Date     Condition        Report By
 RD3580  HISTORY     - 1899     MONUMENTED       USE
 RD3580  HISTORY     - 1945     SEE DESCRIPTION  CGS
 RD3580  HISTORY     - 1960     SEE DESCRIPTION  CGS
 RD3580  HISTORY     - 1963     SEE DESCRIPTION  CGS
 RD3580
 RD3580                          STATION DESCRIPTION
 RD3580
 RD3580'DESCRIBED BY US ENGINEERS 1899
 RD3580'THE STATION IS MARKED BY A PIPE SET IN THE CENTER OF A SQUARE
 RD3580'BLOCK OF CONCRETE.  THE TOP OF THE CONCRETE IS SMOOTHED OFF AND
 RD3580'BEARS THE LETTERS U.S.E. ONE LETTER IN EACH OF THREE CORNERS.  IN
 RD3580'THE FOURTH CORNER IS THE NUMBER OF THE STATION.
 RD3580
 RD3580                          STATION RECOVERY (1945)
 RD3580
 RD3580'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (RAE)
 RD3580'THIS STATION WAS RECOVERED AS SHOWN ON THE 1944 U.S.E. HYDROGRAPHIC
 RD3580'SHEET FOR THE WILLAMETTE RIVER.  A DESCRIPTION FOLLOWS--
 RD3580'
 RD3580'THE STATION IS LOCATED ON THE FILL N OF THE OREGON SHIPYARD, AT
 RD3580'THE INSIDE END OF THE SLOUGH, BETWEEN POST OFFICE BAR AND THE
 RD3580'POINT THAT PROJECTS OUT FROM THE MAINLAND, ABOUT 160 FEET S OF
 RD3580'THE EDGE OF THE WOODS.  THE STATION WAS PROTECTED FROM THE FILL
 RD3580'BY A 3-FOOT PIECE OF IRON PIPE WHICH EXTENDS 16 FEET TO THE
 RD3580'STATION.
 RD3580'
 RD3580'THE STATION IS A 1-1/2-INCH IRON PIPE SET IN AN 8-INCH SQUARE
 RD3580'OF CONCRETE ON WHICH THE NUMBERS ARE UNREADABLE, SET ON FAST
 RD3580'LAND, 16 FEET BELOW THE SURFACE OF THE FILL.
 RD3580
 RD3580                          STATION RECOVERY (1960)
 RD3580
 RD3580'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ANS)
 RD3580'THE LOCATION OF THIS MARK WAS VISITED.  BUT THE STATION WAS NOT
 RD3580'UNCOVERED.  WHERE THE STATION IS LOCATED THERE IS AN 18-INCH
 RD3580'DREDGE PIPE AROUND THE STATION MARK AND CENTERED OVER THE STATION
 RD3580'MARK IS A 1-INCH METAL PIPE, PROJECTING ABOVE GROUND 10-INCHES.
 RD3580'
 RD3580'STATION IS 52 FEET WEST OF THE CENTER OF THE LEVEE, 4 FOOT WEST
 RD3580'OF A WHITE, 4 BY 4 WITNESS POST, 14.4 FEET SOUTH SOUTHEAST OF A
 RD3580'RAILROAD SPIKE DROVE INTO A 12-INCH MAPLE TREE.  ABOVE THE SPIKE
 RD3580'IS CHISELED INTO THE TREE THE LETTERS C S B T.
 RD3580'
 RD3580'STATION IS 1.1 MILES NORTH OF THE NORTH SIDE OF THE OREGON SHIP
 RD3580'YARDS.
 RD3580
 RD3580                          STATION RECOVERY (1963)
 RD3580
 RD3580'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FN)
 RD3580'THE STATION WAS RECOVERED.  IT IS ABOUT 11 FEET BELOW THE GROUND,
 RD3580'AT THE BOTTOM OF A SECTION OF 3-FOOT DIAMETER DREDGE PIPE.  THE
 RD3580'TOP OF THE PIPE LEANS OVER THE MARK, MAKING IT IMPOSSIBLE TO
 RD3580'PLUMB AN INSTRUMENT OVER THE STATION.  THE PIPE WAS RE-FILLED
 RD3580'WITH SAND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0623 ***********************************************************************
 NW0623  DESIGNATION -  19 BKC
 NW0623  PID         -  NW0623
 NW0623  STATE/COUNTY-  OR/MALHEUR
 NW0623  USGS QUAD   -  SQUAW FLAT (1980)
 NW0623
 NW0623                         *CURRENT SURVEY CONTROL
 NW0623  ___________________________________________________________________
 NW0623* NAD 83(1986)-  42 33 34.     (N)    117 19 42.     (W)     SCALED    
 NW0623* NAVD 88     -      1486.505  (meters)    4876.98   (feet)  ADJUSTED  
 NW0623  ___________________________________________________________________
 NW0623  GEOID HEIGHT-         -17.61  (meters)                     GEOID03
 NW0623  DYNAMIC HT  -        1485.600 (meters)    4874.01  (feet)  COMP
 NW0623  MODELED GRAV-     979,960.0   (mgal)                       NAVD 88
 NW0623
 NW0623  VERT ORDER  -  SECOND    CLASS 0
 NW0623
 NW0623.The horizontal coordinates were scaled from a topographic map and have
 NW0623.an estimated accuracy of +/- 6 seconds.
 NW0623
 NW0623.The orthometric height was determined by differential leveling
 NW0623.and adjusted in August 1995.
 NW0623
 NW0623.The geoid height was determined by GEOID03.
 NW0623
 NW0623.The dynamic height is computed by dividing the NAVD 88
 NW0623.geopotential number by the normal gravity value computed on the
 NW0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0623.degrees latitude (g = 980.6199 gals.).
 NW0623
 NW0623.The modeled gravity was interpolated from observed gravity values.
 NW0623
 NW0623;                    North         East    Units  Estimated Accuracy
 NW0623;SPC OR S     -   104,100.    1,760,390.      MT  (+/- 180 meters Scaled)
 NW0623
 NW0623                          SUPERSEDED SURVEY CONTROL
 NW0623
 NW0623.No superseded survey control is available for this station.
 NW0623
 NW0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH730119(NAD 83)
 NW0623_MARKER: DB = BENCH MARK DISK
 NW0623_SETTING: 80 = SET IN A BOULDER
 NW0623_SP_SET: BOULDER
 NW0623_STAMPING: 19 BKC 1973 4873
 NW0623_MARK LOGO: USGS  
 NW0623_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NW0623+STABILITY: SURFACE MOTION
 NW0623_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0623+SATELLITE: SATELLITE OBSERVATIONS - 1973
 NW0623
 NW0623  HISTORY     - Date     Condition        Report By
 NW0623  HISTORY     - 1973     MONUMENTED       USGS
 NW0623
 NW0623                          STATION DESCRIPTION
 NW0623
 NW0623'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 NW0623'FROM ROME, OREGON PROCEED 29.8 MILES SOUTH AND SOUTHEAST ALONG A
 NW0623'TRACK ROAD, THENCE 4.2 MILES SOUTHWEST ALONG A TRACK ROAD, AT A DRAIN
 NW0623'CROSSING, 129 FEET EAST OF THE CENTER OF THE DRAIN, 47 FEET SOUTH OF
 NW0623'THE CENTERLINE OF THE ROAD, CEMENTED IN A LARGE BOULDER THAT PROJECTS
 NW0623'0.5 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2701 ***********************************************************************
 QE2701  DESIGNATION -  19 KJO
 QE2701  PID         -  QE2701
 QE2701  STATE/COUNTY-  OR/LINCOLN
 QE2701  USGS QUAD   -  ELK CITY (1984)
 QE2701
 QE2701                         *CURRENT SURVEY CONTROL
 QE2701  ___________________________________________________________________
 QE2701* NAD 83(1986)-  44 31 58.     (N)    123 49 16.     (W)     SCALED    
 QE2701* NAVD 88     -       299.032  (meters)     981.07   (feet)  ADJUSTED  
 QE2701  ___________________________________________________________________
 QE2701  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 QE2701  DYNAMIC HT  -         299.014 (meters)     981.02  (feet)  COMP
 QE2701  MODELED GRAV-     980,546.3   (mgal)                       NAVD 88
 QE2701
 QE2701  VERT ORDER  -  SECOND    CLASS I
 QE2701
 QE2701.The horizontal coordinates were scaled from a topographic map and have
 QE2701.an estimated accuracy of +/- 6 seconds.
 QE2701
 QE2701.The orthometric height was determined by differential leveling
 QE2701.and adjusted in August 1995.
 QE2701
 QE2701.The geoid height was determined by GEOID03.
 QE2701
 QE2701.The dynamic height is computed by dividing the NAVD 88
 QE2701.geopotential number by the normal gravity value computed on the
 QE2701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE2701.degrees latitude (g = 980.6199 gals.).
 QE2701
 QE2701.The modeled gravity was interpolated from observed gravity values.
 QE2701
 QE2701;                    North         East    Units  Estimated Accuracy
 QE2701;SPC OR N     -   101,670.    2,236,110.      MT  (+/- 180 meters Scaled)
 QE2701
 QE2701                          SUPERSEDED SURVEY CONTROL
 QE2701
 QE2701.No superseded survey control is available for this station.
 QE2701
 QE2701_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ347313(NAD 83)
 QE2701_MARKER: DB = BENCH MARK DISK
 QE2701_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QE2701_SP_SET: COPPER-CLAD STEEL ROD
 QE2701_STAMPING: 19 KJO 1979 978
 QE2701_MARK LOGO: USGS  
 QE2701_PROJECTION: PROJECTING 8 CENTIMETERS
 QE2701_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE2701_ROD/PIPE-DEPTH: 8.53 meters
 QE2701
 QE2701  HISTORY     - Date     Condition        Report By
 QE2701  HISTORY     - 1979     MONUMENTED       USGS
 QE2701
 QE2701                          STATION DESCRIPTION
 QE2701
 QE2701'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 QE2701'12.3 KM (7.65 MI) SW FROM HARLAN.
 QE2701'HARLAN, 7.64 MI SW OF.  77 FT NE OF CENTERLINE OF T-RD N, 36 FT N OF
 QE2701'CENTERLINE OF RD.
 QE2701'THE MARK IS 6.7 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0790 ***********************************************************************
 PA0790  DESIGNATION -  19 LRC
 PA0790  PID         -  PA0790
 PA0790  STATE/COUNTY-  OR/HARNEY
 PA0790  USGS QUAD   -  DRY VALLEY RIM (1984)
 PA0790
 PA0790                         *CURRENT SURVEY CONTROL
 PA0790  ___________________________________________________________________
 PA0790* NAD 83(1986)-  43 04 33.     (N)    119 43 44.     (W)     SCALED    
 PA0790* NAVD 88     -      1376.851  (meters)    4517.22   (feet)  ADJUSTED  
 PA0790  ___________________________________________________________________
 PA0790  GEOID HEIGHT-         -19.80  (meters)                     GEOID03
 PA0790  DYNAMIC HT  -        1376.086 (meters)    4514.71  (feet)  COMP
 PA0790  MODELED GRAV-     980,016.8   (mgal)                       NAVD 88
 PA0790
 PA0790  VERT ORDER  -  SECOND    CLASS 0
 PA0790
 PA0790.The horizontal coordinates were scaled from a topographic map and have
 PA0790.an estimated accuracy of +/- 6 seconds.
 PA0790
 PA0790.The orthometric height was determined by differential leveling
 PA0790.and adjusted in August 1995.
 PA0790
 PA0790.The geoid height was determined by GEOID03.
 PA0790
 PA0790.The dynamic height is computed by dividing the NAVD 88
 PA0790.geopotential number by the normal gravity value computed on the
 PA0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0790.degrees latitude (g = 980.6199 gals.).
 PA0790
 PA0790.The modeled gravity was interpolated from observed gravity values.
 PA0790
 PA0790;                    North         East    Units  Estimated Accuracy
 PA0790;SPC OR S     -   156,820.    1,562,790.      MT  (+/- 180 meters Scaled)
 PA0790
 PA0790                          SUPERSEDED SURVEY CONTROL
 PA0790
 PA0790.No superseded survey control is available for this station.
 PA0790
 PA0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKH778728(NAD 83)
 PA0790_MARKER: DB = BENCH MARK DISK
 PA0790_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PA0790+WITH SETTING: INFORMATION.
 PA0790_SP_SET: METAL ROD DRIVEN INTO GROUND
 PA0790_STAMPING: 19 LRC 1970 4513
 PA0790_MARK LOGO: USGS  
 PA0790_MAGNETIC: I = MARKER IS A STEEL ROD
 PA0790_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PA0790
 PA0790  HISTORY     - Date     Condition        Report By
 PA0790  HISTORY     - 1970     MONUMENTED       USGS
 PA0790
 PA0790                          STATION DESCRIPTION
 PA0790
 PA0790'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 PA0790'FROM WAGONTIRE, OREGON, PROCEED 4.5 MILES SOUTHWEST ALONG U S HIGHWAY
 PA0790'395 TO DRY VALLEY ROAD, THENCE 14.8 MILES SOUTH ALONG DRY VALLEY
 PA0790'ROAD, ABOUT 2.6 MILES SOUTH OF DRY VALLEY RANCH HOUSE, 96 FEET SOUTH
 PA0790'OF A Y-ROAD, 25 FEET EAST OF THE CENTERLINE OF THE ROAD, 3 FEET WEST
 PA0790'OF A WITNESS POST.  THE ROD DEPTH IS UNKNOWN AND FLUSH WITH THE
 PA0790'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0985 ***********************************************************************
 QD0985  DESIGNATION -  19 M
 QD0985  PID         -  QD0985
 QD0985  STATE/COUNTY-  OR/LANE
 QD0985  USGS QUAD   -  LINTON LAKE (1988)
 QD0985
 QD0985                         *CURRENT SURVEY CONTROL
 QD0985  ___________________________________________________________________
 QD0985* NAD 83(1986)-  44 10 15.     (N)    121 55 25.     (W)     SCALED    
 QD0985* NAVD 88     -       999.464  (meters)    3279.07   (feet)  POSTED    
 QD0985  ___________________________________________________________________
 QD0985  GEOID HEIGHT-         -21.12  (meters)                     GEOID03
 QD0985  DYNAMIC HT  -         999.090 (meters)    3277.85  (feet)  COMP
 QD0985  MODELED GRAV-     980,214.0   (mgal)                       NAVD 88
 QD0985
 QD0985  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 QD0985
 QD0985.The horizontal coordinates were scaled from a topographic map and have
 QD0985.an estimated accuracy of +/- 6 seconds.
 QD0985
 QD0985.The orthometric height was determined by differential leveling
 QD0985.and adjusted by the  in 1992.
 QD0985.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 QD0985.rate of 0.0 thru 1.0 mm/km.
 QD0985
 QD0985.The geoid height was determined by GEOID03.
 QD0985
 QD0985.The dynamic height is computed by dividing the NAVD 88
 QD0985.geopotential number by the normal gravity value computed on the
 QD0985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0985.degrees latitude (g = 980.6199 gals.).
 QD0985
 QD0985.The modeled gravity was interpolated from observed gravity values.
 QD0985
 QD0985;                    North         East    Units  Estimated Accuracy
 QD0985;SPC OR S     -   279,150.    1,386,150.      MT  (+/- 180 meters Scaled)
 QD0985
 QD0985                          SUPERSEDED SURVEY CONTROL
 QD0985
 QD0985  NGVD 29 (??/??/92)  998.267  (m)         3275.15   (f) ADJ UNCH    1 2
 QD0985
 QD0985.Superseded values are not recommended for survey control.
 QD0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0985.See file dsdata.txt to determine how the superseded data were derived.
 QD0985
 QD0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP860914(NAD 83)
 QD0985_MARKER: DD = SURVEY DISK
 QD0985_SETTING: 66 = SET IN ROCK OUTCROP
 QD0985_SP_SET: PROMINENT ROCK
 QD0985_STAMPING: 19 M 27
 QD0985_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QD0985+STABILITY: POSITION/ELEVATION WELL
 QD0985_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QD0985+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2006
 QD0985
 QD0985  HISTORY     - Date     Condition        Report By
 QD0985  HISTORY     - UNK      MONUMENTED       USGS
 QD0985  HISTORY     - 1943     GOOD             NGS
 QD0985  HISTORY     - 20060808 GOOD             IDTD
 QD0985
 QD0985                          STATION DESCRIPTION
 QD0985
 QD0985'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QD0985'12.3 MI SW FROM MCKENZIE PASS.
 QD0985'ABOUT 12.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 28 FROM MCKENZIE PASS,
 QD0985'DESCHUTES COUNTY, 13.9 MILES EAST OF MCKENZIE BRIDGE, SET VERTICALLY
 QD0985'IN THE NORTH FACE OF A LARGE PROMINENT ROCK, 19.0 FEET SOUTHEAST OF
 QD0985'THE CENTER LINE OF THE HIGHWAY, JUST ABOVE A WHITE REFERENCE POST.
 QD0985'STAMPING 19 M 27.
 QD0985
 QD0985                          STATION RECOVERY (2006)
 QD0985
 QD0985'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2006 (GDJ)
 QD0985'THE WHITE REFERENCE POST MENTIONED IN THE 1943 DESCRIPTION IS GONE.
 QD0985'PAINTED IN WHITE LETTERS ON THE ROCK IS 'US-BM  3272.2'.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0869 ***********************************************************************
 PB0869  DESIGNATION -  19 PSM
 PB0869  PID         -  PB0869
 PB0869  STATE/COUNTY-  OR/DESCHUTES
 PB0869  USGS QUAD   -  DICKERSON FLAT (1983)
 PB0869
 PB0869                         *CURRENT SURVEY CONTROL
 PB0869  ___________________________________________________________________
 PB0869* NAD 83(1986)-  43 43 02.     (N)    120 44 33.     (W)     SCALED    
 PB0869* NAVD 88     -      1463.773  (meters)    4802.40   (feet)  ADJUSTED  
 PB0869  ___________________________________________________________________
 PB0869  GEOID HEIGHT-         -20.12  (meters)                     GEOID03
 PB0869  DYNAMIC HT  -        1463.027 (meters)    4799.95  (feet)  COMP
 PB0869  MODELED GRAV-     980,057.6   (mgal)                       NAVD 88
 PB0869
 PB0869  VERT ORDER  -  THIRD
 PB0869
 PB0869.The horizontal coordinates were scaled from a topographic map and have
 PB0869.an estimated accuracy of +/- 6 seconds.
 PB0869
 PB0869.The orthometric height was determined by differential leveling
 PB0869.and adjusted in August 1995.
 PB0869
 PB0869.The geoid height was determined by GEOID03.
 PB0869
 PB0869.The dynamic height is computed by dividing the NAVD 88
 PB0869.geopotential number by the normal gravity value computed on the
 PB0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0869.degrees latitude (g = 980.6199 gals.).
 PB0869
 PB0869.The modeled gravity was interpolated from observed gravity values.
 PB0869
 PB0869;                    North         East    Units  Estimated Accuracy
 PB0869;SPC OR S     -   227,810.    1,480,460.      MT  (+/- 180 meters Scaled)
 PB0869
 PB0869                          SUPERSEDED SURVEY CONTROL
 PB0869
 PB0869.No superseded survey control is available for this station.
 PB0869
 PB0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP818429(NAD 83)
 PB0869_MARKER: DB = BENCH MARK DISK
 PB0869_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PB0869+WITH SETTING: INFORMATION.
 PB0869_SP_SET: SHALLOW-SET METAL ROD
 PB0869_STAMPING: 19 PSM 1978 4799
 PB0869_MARK LOGO: USGS  
 PB0869_PROJECTION: PROJECTING 8 CENTIMETERS
 PB0869_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PB0869_ROD/PIPE-DEPTH: 2.74 meters
 PB0869
 PB0869  HISTORY     - Date     Condition        Report By
 PB0869  HISTORY     - 1978     MONUMENTED       USGS
 PB0869
 PB0869                          STATION DESCRIPTION
 PB0869
 PB0869'DESCRIBED BY US GEOLOGICAL SURVEY 1978
 PB0869'31.9 KM (19.80 MI) SE FROM MILLICAN.
 PB0869'MILLICAN, 8.2 MI ESE OF, ALONG US HWY 20 TO T-RD, THENCE 5.7 MI S TO
 PB0869'X-RD, THENCE 5.9 MI SE.  NEAR NORTH EDGE OF SEC 36 T21S R16E, AT JCT
 PB0869'OF RD AND FENCE.  54 FT E OF CATTLEGUARD, 16 FT N OF X-RD, 1 FT S OF
 PB0869'FENCE, ROD DRIVEN TO REFUSAL, ENCASED IN GREEN PLASTIC PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0685 ***********************************************************************
 NW0685  DESIGNATION -  19 RTV
 NW0685  PID         -  NW0685
 NW0685  STATE/COUNTY-  OR/MALHEUR
 NW0685  USGS QUAD   -  GRASSHOPPER FLAT NORTH (1982)
 NW0685
 NW0685                         *CURRENT SURVEY CONTROL
 NW0685  ___________________________________________________________________
 NW0685* NAD 83(1986)-  42 16 03.     (N)    117 36 12.     (W)     SCALED    
 NW0685* NAVD 88     -      1742.969  (meters)    5718.39   (feet)  ADJUSTED  
 NW0685  ___________________________________________________________________
 NW0685  GEOID HEIGHT-         -17.96  (meters)                     GEOID03
 NW0685  DYNAMIC HT  -        1741.752 (meters)    5714.40  (feet)  COMP
 NW0685  MODELED GRAV-     979,861.5   (mgal)                       NAVD 88
 NW0685
 NW0685  VERT ORDER  -  SECOND    CLASS 0
 NW0685
 NW0685.The horizontal coordinates were scaled from a topographic map and have
 NW0685.an estimated accuracy of +/- 6 seconds.
 NW0685
 NW0685.The orthometric height was determined by differential leveling
 NW0685.and adjusted in August 1995.
 NW0685
 NW0685.The geoid height was determined by GEOID03.
 NW0685
 NW0685.The dynamic height is computed by dividing the NAVD 88
 NW0685.geopotential number by the normal gravity value computed on the
 NW0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0685.degrees latitude (g = 980.6199 gals.).
 NW0685
 NW0685.The modeled gravity was interpolated from observed gravity values.
 NW0685
 NW0685;                    North         East    Units  Estimated Accuracy
 NW0685;SPC OR S     -    70,880.    1,738,940.      MT  (+/- 180 meters Scaled)
 NW0685
 NW0685                          SUPERSEDED SURVEY CONTROL
 NW0685
 NW0685.No superseded survey control is available for this station.
 NW0685
 NW0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG502796(NAD 83)
 NW0685_MARKER: DB = BENCH MARK DISK
 NW0685_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0685_SP_SET: COPPER-CLAD STEEL ROD
 NW0685_STAMPING: 19 RTV 1979
 NW0685_MARK LOGO: USGS  
 NW0685_PROJECTION: FLUSH
 NW0685_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0685_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0685_ROD/PIPE-DEPTH: 1.52 meters
 NW0685
 NW0685  HISTORY     - Date     Condition        Report By
 NW0685  HISTORY     - 1979     MONUMENTED       USGS
 NW0685
 NW0685                          STATION DESCRIPTION
 NW0685
 NW0685'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 NW0685'FROM THE MCDERMITT, NEVADA POST OFFICE, PROCEED 15.3 MILES NORTH
 NW0685'ALONG U S HIGHWAY 95, THENCE 14.0 MILES EAST, 200 FEET EAST OF THE
 NW0685'ROAD AT DITCH DRAINING NORTH, 80 FEET SOUTH OF THE CENTERLINE OF THE
 NW0685'ROAD AT CROSSROAD, ON THE SOUTH EDGE OF A SMALL CLEARING.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0376 ***********************************************************************
 NX0376  DESIGNATION -  19 STR
 NX0376  PID         -  NX0376
 NX0376  STATE/COUNTY-  OR/MALHEUR
 NX0376  USGS QUAD   -  JOHNNY CREEK SW (1981)
 NX0376
 NX0376                         *CURRENT SURVEY CONTROL
 NX0376  ___________________________________________________________________
 NX0376* NAD 83(1986)-  42 45 53.     (N)    118 14 54.     (W)     SCALED    
 NX0376* NAVD 88     -      1288.822  (meters)    4228.41   (feet)  ADJUSTED  
 NX0376  ___________________________________________________________________
 NX0376  GEOID HEIGHT-         -18.63  (meters)                     GEOID03
 NX0376  DYNAMIC HT  -        1288.105 (meters)    4226.06  (feet)  COMP
 NX0376  MODELED GRAV-     980,019.5   (mgal)                       NAVD 88
 NX0376
 NX0376  VERT ORDER  -  SECOND    CLASS 0
 NX0376
 NX0376.The horizontal coordinates were scaled from a topographic map and have
 NX0376.an estimated accuracy of +/- 6 seconds.
 NX0376
 NX0376.The orthometric height was determined by differential leveling
 NX0376.and adjusted in August 1995.
 NX0376
 NX0376.The geoid height was determined by GEOID03.
 NX0376
 NX0376.The dynamic height is computed by dividing the NAVD 88
 NX0376.geopotential number by the normal gravity value computed on the
 NX0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0376.degrees latitude (g = 980.6199 gals.).
 NX0376
 NX0376.The modeled gravity was interpolated from observed gravity values.
 NX0376
 NX0376;                    North         East    Units  Estimated Accuracy
 NX0376;SPC OR S     -   124,450.    1,684,270.      MT  (+/- 180 meters Scaled)
 NX0376
 NX0376                          SUPERSEDED SURVEY CONTROL
 NX0376
 NX0376.No superseded survey control is available for this station.
 NX0376
 NX0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH978354(NAD 83)
 NX0376_MARKER: DB = BENCH MARK DISK
 NX0376_SETTING: 66 = SET IN ROCK OUTCROP
 NX0376_SP_SET: LAVA BEDROCK
 NX0376_STAMPING: 19 STR 1975 4225
 NX0376_MARK LOGO: USGS  
 NX0376_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NX0376+STABILITY: POSITION/ELEVATION WELL
 NX0376
 NX0376  HISTORY     - Date     Condition        Report By
 NX0376  HISTORY     - 1975     MONUMENTED       USGS
 NX0376
 NX0376                          STATION DESCRIPTION
 NX0376
 NX0376'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 NX0376'47.2 KM (29.30 MI) WEST FROM BURNS JUNCTION.
 NX0376'BURNS JCT, 6.5 MI S OF, ALONG US HWY 95, THENCE 1.3 MI SW ALONG
 NX0376'GRADED RD TO GATE, THENCE 1.95 MI N AND W ALONG TRACK RD TO Y-RD,
 NX0376'THENCE 5.3 MI W TO Y-RD, THENCE 8.2 MI W TO RD JCT AT WILDCAT WELL
 NX0376'NO.2, THENCE 6.0 MI W TO RD FORK.  45 FT SW OF RD FORK, 14 FT S OF
 NX0376'E-W RD, 14 FT W OF N-S RD.  SET IN CONCRETE IN LAVA BEDROCK
 NX0376'PROJECTING 0.5 FT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0393 ***********************************************************************
 RD0393  DESIGNATION -  191
 RD0393  PID         -  RD0393
 RD0393  STATE/COUNTY-  OR/WASHINGTON
 RD0393  USGS QUAD   -  HILLSBORO (1990)
 RD0393
 RD0393                         *CURRENT SURVEY CONTROL
 RD0393  ___________________________________________________________________
 RD0393* NAD 83(1986)-  45 31 20.     (N)    122 59 03.     (W)     SCALED    
 RD0393* NAVD 88     -        59.54   (+/-2cm)     195.3    (feet)  VERTCON   
 RD0393  ___________________________________________________________________
 RD0393  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 RD0393  VERT ORDER  -  THIRD (See Below)
 RD0393
 RD0393.The horizontal coordinates were scaled from a topographic map and have
 RD0393.an estimated accuracy of +/- 6 seconds.
 RD0393
 RD0393.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD0393.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD0393.The vertical order pertains to the NGVD 29 superseded value.
 RD0393
 RD0393.The geoid height was determined by GEOID03.
 RD0393
 RD0393;                    North         East    Units  Estimated Accuracy
 RD0393;SPC OR N     -   209,180.    2,305,970.      MT  (+/- 180 meters Scaled)
 RD0393
 RD0393                          SUPERSEDED SURVEY CONTROL
 RD0393
 RD0393  NGVD 29 (??/??/??)   58.48   (m)          191.9    (f) RESET       3  
 RD0393
 RD0393.Superseded values are not recommended for survey control.
 RD0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0393.See file dsdata.txt to determine how the superseded data were derived.
 RD0393
 RD0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER012409(NAD 83)
 RD0393_MARKER: R = RIVET
 RD0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0393+STABILITY: SURFACE MOTION
 RD0393_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD0393+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2007
 RD0393
 RD0393  HISTORY     - Date     Condition        Report By
 RD0393  HISTORY     - UNK      MONUMENTED       CGS
 RD0393  HISTORY     - 1940     GOOD             NGS
 RD0393  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RD0393  HISTORY     - 20040626 GOOD             USPSQD
 RD0393  HISTORY     - 20050830 GOOD             USPSQD
 RD0393  HISTORY     - 20070306 GOOD             USPSQD
 RD0393
 RD0393                          STATION DESCRIPTION
 RD0393
 RD0393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 RD0393'IN HILLSBORO.
 RD0393'HILLSBORO, JUST WEST OF SOUTHWEST CORNER OF EAST MAIN STREET AND SOUTH
 RD0393'FOURTH AVENUE, JUST EAST OF THE POST OFFICE STEPS, AT THE BASE OF THE
 RD0393'EAST ABUTMENT.  MONEL RIVET IN CONCRETE POST.
 RD0393
 RD0393                          STATION RECOVERY (1988)
 RD0393
 RD0393'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCC)
 RD0393'MARK NOT FOUND.
 RD0393
 RD0393                          STATION RECOVERY (2004)
 RD0393
 RD0393'RECOVERY NOTE BY US POWER SQUADRON 2004 (RHC)
 RD0393'THIS BUILDING, 350 E. MAIN STREET, IS NO LONGER THE POST OFFICE. THE
 RD0393'MARK IS IN A CEMENT AREA SOUTH OF THE CITY SIDEWALK WHICH JOINS THE
 RD0393'NORTH EDGE OF THE BUILDING, THE STEPS NO LONGER EXIST, THE MARK IS
 RD0393'10.5 FEET WEST OF THE EAST EDGE OF THE BUILDING JUST PAST THE SECOND
 RD0393'JOG IN THE WALL OF THE BUILDING, AND ABOUT 8 INCHES NORTH OF THE NORTH
 RD0393'WALL WHICH IS NOW SLOPING TOWARD THE SOUTHWEST.
 RD0393
 RD0393                          STATION RECOVERY (2005)
 RD0393
 RD0393'RECOVERY NOTE BY US POWER SQUADRON 2005 (RHC)
 RD0393'RECOVERED IN GOOD CONDITION.
 RD0393
 RD0393                          STATION RECOVERY (2007)
 RD0393
 RD0393'RECOVERY NOTE BY US POWER SQUADRON 2007 (RHC)
 RD0393'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB1194 ***********************************************************************
 QB1194  DESIGNATION -  1934
 QB1194  PID         -  QB1194
 QB1194  STATE/COUNTY-  OR/BAKER
 QB1194  USGS QUAD   -  STURGILL CREEK (1987)
 QB1194
 QB1194                         *CURRENT SURVEY CONTROL
 QB1194  ___________________________________________________________________
 QB1194* NAD 83(1991)-  44 39 09.05909(N)    117 05 52.33381(W)     ADJUSTED  
 QB1194* NAVD 88     -       590.1    (meters)    1936.     (feet)  VERTCON   
 QB1194  ___________________________________________________________________
 QB1194  LAPLACE CORR-           3.86  (seconds)                    DEFLEC99
 QB1194  GEOID HEIGHT-         -16.46  (meters)                     GEOID03
 QB1194  HORZ ORDER  -  SECOND
 QB1194
 QB1194.The horizontal coordinates were established by classical geodetic methods
 QB1194.and adjusted by the National Geodetic Survey in October 1991.
 QB1194
 QB1194.The NAVD 88 height was computed by applying the VERTCON shift value to
 QB1194.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QB1194
 QB1194.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB1194
 QB1194.The geoid height was determined by GEOID03.
 QB1194
 QB1194;                    North         East     Units Scale Factor Converg.
 QB1194;SPC OR N     -   115,230.468 2,769,766.240   MT  0.99993491   +2 24 45.9
 QB1194;SPC OR N     -   378,052.72  9,087,159.58   iFT  0.99993491   +2 24 45.9
 QB1194;SPC ID W     -   332,577.307   693,091.273   MT  1.00007384   -0 56 50.6
 QB1194;SPC ID W     - 1,091,130.71  2,273,916.95   sFT  1.00007384   -0 56 50.6
 QB1194;UTM  11      - 4,944,355.216   492,239.826   MT  0.99960074   -0 04 07.6
 QB1194
 QB1194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QB1194!SPC OR N     -   0.99991006  x   0.99993491  =   0.99984498
 QB1194!SPC ID W     -   0.99991006  x   1.00007384  =   0.99998390
 QB1194!UTM  11      -   0.99991006  x   0.99960074  =   0.99951084
 QB1194
 QB1194|---------------------------------------------------------------------|
 QB1194| PID    Reference Object                     Distance      Geod. Az  |
 QB1194|                                                           dddmmss.s |
 QB1194| CD6921 1934 RM 2                             8.944 METERS 15845     |
 QB1194| CD6920 1934 RM 1                             8.488 METERS 33713     |
 QB1194| CD6919 1934 AZ MK                                         3493412.8 |
 QB1194|---------------------------------------------------------------------|
 QB1194
 QB1194                          SUPERSEDED SURVEY CONTROL
 QB1194
 QB1194  NAD 83(1986)-  44 39 09.05913(N)    117 05 52.33396(W) AD(       ) 2
 QB1194  NAD 27      -  44 39 09.47834(N)    117 05 48.70267(W) AD(       ) 2
 QB1194  NGVD 29 (07/19/86)  589.1    (m)         1933.     (f) VERT ANG    3  
 QB1194
 QB1194.Superseded values are not recommended for survey control.
 QB1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB1194.See file dsdata.txt to determine how the superseded data were derived.
 QB1194
 QB1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK9224044355(NAD 83)
 QB1194_MARKER: Z = SEE DESCRIPTION
 QB1194_SETTING: 0 = UNSPECIFIED SETTING
 QB1194
 QB1194  HISTORY     - Date     Condition        Report By
 QB1194  HISTORY     - 1945     MONUMENTED       CGS
 QB1194
 QB1194                          STATION DESCRIPTION
 QB1194
 QB1194'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (ANS)
 QB1194'ON W BANK OF SNAKE RIVER, ABOUT 8 MILES S OF ROBINETTE, ABOUT 7.2
 QB1194'MILES N OF HOME, ON RAILROAD RIGHT-OF-WAY, E OF BOTH HIGHWAY
 QB1194'AND RAILROAD.  STATION IS ABOUT 115 METERS E OF CENTER LINE
 QB1194'OF ROBINETTE HIGHWAY, ABOUT 5.8 METERS E OF CENTER LINE OF
 QB1194'RAILROAD, AND ABOUT 9.5 METERS W OF FENCE LINE WHICH SEPARATES
 QB1194'RAILROAD RIGHT-OF-WAY FROM ALFALFA FIELD BELONGING TO J.L.
 QB1194'BENSON.
 QB1194'
 QB1194'STATION IS MARKED WITH A STANDARD U.S.G.S. BENCH-MARK DISK
 QB1194'CEMENTED IN TOP OF MEDIUM BOULDER ABOUT 2 FEET WIDE AND 4
 QB1194'FEET LONG WHICH PROJECTS 2 FEET ABOVE THE SURFACE.  IT IS STAMPED
 QB1194'1911 AND WITH AN ELEVATION OF 1,934 FEET ABOVE SEA LEVEL.  BOULDER
 QB1194'HAS USBM LETTERED ON ITS SIDES WITH WHITE PAINT.
 QB1194'
 QB1194'REFERENCE MARK 1 IS N OF STATION, ON RAILROAD RIGHT-OF-WAY,
 QB1194'ABOUT 5 METERS E OF CENTER LINE OF TRACK.  IT IS A BRONZE
 QB1194'REFERENCE DISK, STAMPED BM USGS NO 1 1945, CEMENTED IN TOP
 QB1194'OF A SMALL BOULDER PROJECTING ABOUT 1 FOOT ABOVE THE SURFACE.
 QB1194'
 QB1194'REFERENCE MARK 2 IS S OF STATION, ON RAILROAD RIGHT OF WAY,
 QB1194'ABOUT 5 METERS E OF CENTER LINE OF TRACK.  IT IS A BRONZE
 QB1194'REFERENCE DISK CEMENTED IN TOP OF A SMALL BOULDER ABOUT 2 FEET
 QB1194'WIDE.  IT IS STAMPED BM USGS NO 2 1945 AND BOULDER PROJECTS
 QB1194'ABOUT 1-1/2 FEET ABOVE THE SURFACE.
 QB1194'
 QB1194'AZIMUTH MARK IS ABOUT 0.2 MILE N OF STATION, ABOUT 6 METERS
 QB1194'W OF CENTER LINE OF TRACK AT THE S END OF A CUT, ABOUT 4
 QB1194'METERS N OF A PATH WHICH LEADS FROM RAILROAD TRACK W OVER HIGH
 QB1194'GROUND TO HIGHWAY, AND ABOUT 65 METERS E OF CENTER LINE OF
 QB1194'HIGHWAY.  IT IS A BRONZE AZIMUTH DISK STAMPED BM USGS 1945
 QB1194'CEMENTED IN TOP AND AT ONE END OF OBLONG-SHAPED BOULDER
 QB1194'PARTIALLY BURIED.  MARK PROJECTS ABOUT 1 FOOT ABOVE THE
 QB1194'SURFACE.
 QB1194'
 QB1194'TO REACH FROM HOME POST OFFICE, GO N ON ROBINETTE HIGHWAY FOR
 QB1194'2.2 MILES TO RAILROAD CROSSING AND SIGN STILL.  CONTINUE FOR
 QB1194'7.2 MILES FROM HOME POST OFFICE AND STATION WILL BE ON THE
 QB1194'RIGHT E OF RAILROAD TRACK ABOUT 115 METERS FROM CENTER LINE OF
 QB1194'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0868 ***********************************************************************
 RC0868  DESIGNATION -  194
 RC0868  PID         -  RC0868
 RC0868  STATE/COUNTY-  OR/WASCO
 RC0868  USGS QUAD   -  THE DALLES SOUTH (1994)
 RC0868
 RC0868                         *CURRENT SURVEY CONTROL
 RC0868  ___________________________________________________________________
 RC0868* NAD 83(1986)-  45 35 53.     (N)    121 11 23.     (W)     SCALED    
 RC0868* NAVD 88     -        60.096  (meters)     197.16   (feet)  ADJUSTED  
 RC0868  ___________________________________________________________________
 RC0868  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 RC0868  DYNAMIC HT  -          60.095 (meters)     197.16  (feet)  COMP
 RC0868  MODELED GRAV-     980,598.2   (mgal)                       NAVD 88
 RC0868
 RC0868  VERT ORDER  -  FIRST     CLASS II
 RC0868
 RC0868.The horizontal coordinates were scaled from a topographic map and have
 RC0868.an estimated accuracy of +/- 6 seconds.
 RC0868
 RC0868.The orthometric height was determined by differential leveling
 RC0868.and adjusted in June 1991.
 RC0868
 RC0868.The geoid height was determined by GEOID03.
 RC0868
 RC0868.The dynamic height is computed by dividing the NAVD 88
 RC0868.geopotential number by the normal gravity value computed on the
 RC0868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0868.degrees latitude (g = 980.6199 gals.).
 RC0868
 RC0868.The modeled gravity was interpolated from observed gravity values.
 RC0868
 RC0868;                    North         East    Units  Estimated Accuracy
 RC0868;SPC OR N     -   214,850.    2,446,190.      MT  (+/- 180 meters Scaled)
 RC0868
 RC0868                          SUPERSEDED SURVEY CONTROL
 RC0868
 RC0868  NGVD 29 (??/??/92)   59.098  (m)          193.89   (f) ADJ UNCH    1 2
 RC0868
 RC0868.Superseded values are not recommended for survey control.
 RC0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0868.See file dsdata.txt to determine how the superseded data were derived.
 RC0868
 RC0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR411509(NAD 83)
 RC0868_MARKER: Z = SEE DESCRIPTION
 RC0868_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RC0868_SP_SET: SIDEWALK
 RC0868_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC0868
 RC0868  HISTORY     - Date     Condition        Report By
 RC0868  HISTORY     - UNK      MONUMENTED       PG+E
 RC0868  HISTORY     - 1942     GOOD             NGS
 RC0868  HISTORY     - 1989     GOOD             USPSQD
 RC0868
 RC0868                          STATION DESCRIPTION
 RC0868
 RC0868'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 RC0868'IN THE DALLES.
 RC0868'AT THE DALLES, WASCO COUNTY, AT THE SOUTHWEST CORNER OF NINTH AND
 RC0868'LIBERTY STREETS, 2 FEET INSIDE OF THE CURB LINES, AND IN THE CONCRETE
 RC0868'SIDEWALK.
 RC0868
 RC0868                          STATION RECOVERY (1989)
 RC0868
 RC0868'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RC0868'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0422 ***********************************************************************
 RC0422  DESIGNATION -  1944 H
 RC0422  PID         -  RC0422
 RC0422  STATE/COUNTY-  OR/SHERMAN
 RC0422  USGS QUAD   -  MORO (1971)
 RC0422
 RC0422                         *CURRENT SURVEY CONTROL
 RC0422  ___________________________________________________________________
 RC0422* NAD 83(1986)-  45 27 29.     (N)    120 44 54.     (W)     SCALED    
 RC0422* NAVD 88     -       593.719  (meters)    1947.89   (feet)  ADJUSTED  
 RC0422  ___________________________________________________________________
 RC0422  GEOID HEIGHT-         -21.16  (meters)                     GEOID03
 RC0422  DYNAMIC HT  -         593.643 (meters)    1947.64  (feet)  COMP
 RC0422  MODELED GRAV-     980,468.2   (mgal)                       NAVD 88
 RC0422
 RC0422  VERT ORDER  -  FIRST     CLASS II
 RC0422
 RC0422.The horizontal coordinates were scaled from a topographic map and have
 RC0422.an estimated accuracy of +/- 6 seconds.
 RC0422
 RC0422.The orthometric height was determined by differential leveling
 RC0422.and adjusted in June 1991.
 RC0422
 RC0422.The geoid height was determined by GEOID03.
 RC0422
 RC0422.The dynamic height is computed by dividing the NAVD 88
 RC0422.geopotential number by the normal gravity value computed on the
 RC0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0422.degrees latitude (g = 980.6199 gals.).
 RC0422
 RC0422.The modeled gravity was interpolated from observed gravity values.
 RC0422
 RC0422;                    North         East    Units  Estimated Accuracy
 RC0422;SPC OR N     -   199,090.    2,480,580.      MT  (+/- 180 meters Scaled)
 RC0422
 RC0422                          SUPERSEDED SURVEY CONTROL
 RC0422
 RC0422  NGVD 29 (??/??/92)  592.697  (m)         1944.54   (f) ADJ UNCH    1 2
 RC0422
 RC0422.Superseded values are not recommended for survey control.
 RC0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0422.See file dsdata.txt to determine how the superseded data were derived.
 RC0422
 RC0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR760363(NAD 83)
 RC0422_MARKER: P = PIPE CAP
 RC0422_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RC0422_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RC0422_STAMPING: 1943.046 H 1904
 RC0422_MARK LOGO: USGS  
 RC0422_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC0422
 RC0422  HISTORY     - Date     Condition        Report By
 RC0422  HISTORY     - 1904     MONUMENTED       USGS
 RC0422  HISTORY     - 1961     GOOD             NGS
 RC0422  HISTORY     - 1987     GOOD             NGS
 RC0422
 RC0422                          STATION DESCRIPTION
 RC0422
 RC0422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RC0422'2.0 MI S FROM MORO.
 RC0422'REACHED FROM THE HOTEL MORO IN THE TOWN OF MORO, GO SOUTH ON U. S.
 RC0422'HIGHWAY 97 FOR 2.0 MILES TO A FARM ROAD-CROSSING ON THE LEFT, AND THE
 RC0422'ENTRANCE TO A LARGE SET OF FARM BUILDINGS ON THE RIGHT.  ABOUT 395
 RC0422'FEET NORTH OF UNION PACIFIC RAILROAD MILE POST 29, ABOUT 45 FEET EAST
 RC0422'OF THE CENTER LINE OF THE RAILROAD TRACK, 85 FEET NORTHEAST OF A
 RC0422'PRIVATE ROAD-CROSSING, 22 FEET NORTH OF THE EAST END OF A SMALL
 RC0422'CULVERT, 1 FOOT WEST OF A METAL WITNESS POST.  STANDARD CAP IS RIVETED
 RC0422'TO THE TOP OF A 3-1/2-INCH IRON PIPE, ENCASED IN CONCRETE, TOP
 RC0422'PROJECTING ABOUT 8 INCHES ABOVE GROUND.
 RC0422
 RC0422                          STATION RECOVERY (1987)
 RC0422
 RC0422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RC0422'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.4 KM
 RC0422'(2.10 MI) SOUTH ALONG US HIGHWAY 97 FROM THE FIRST INTERSTATE BANK IN
 RC0422'MORO, 35.17 M (115.4 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 25.2
 RC0422'M (82.7 FT) EAST OF A FENCE.  NOTE--A RUBBING WAS TAKEN AND THE
 RC0422'STAMPING WAS INCORRECTLY REPORTED IN LINE 1 OREGON.
 RC0422'THE MARK IS 0.27 METERS  N FROM  A WITNESS POST
 RC0422'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0883 ***********************************************************************
 QD0883  DESIGNATION -  195
 QD0883  PID         -  QD0883
 QD0883  STATE/COUNTY-  OR/DESCHUTES
 QD0883  USGS QUAD   -  BEND AIRPORT (1962)
 QD0883
 QD0883                         *CURRENT SURVEY CONTROL
 QD0883  ___________________________________________________________________
 QD0883* NAD 83(1986)-  44 06 06.     (N)    121 14 00.     (W)     SCALED    
 QD0883* NAVD 88     -      1019.686  (meters)    3345.42   (feet)  ADJUSTED  
 QD0883  ___________________________________________________________________
 QD0883  GEOID HEIGHT-         -20.99  (meters)                     GEOID03
 QD0883  DYNAMIC HT  -        1019.299 (meters)    3344.15  (feet)  COMP
 QD0883  MODELED GRAV-     980,204.1   (mgal)                       NAVD 88
 QD0883
 QD0883  VERT ORDER  -  SECOND    CLASS 0
 QD0883
 QD0883.The horizontal coordinates were scaled from a topographic map and have
 QD0883.an estimated accuracy of +/- 6 seconds.
 QD0883
 QD0883.The orthometric height was determined by differential leveling
 QD0883.and adjusted in June 1991.
 QD0883
 QD0883.The geoid height was determined by GEOID03.
 QD0883
 QD0883.The dynamic height is computed by dividing the NAVD 88
 QD0883.geopotential number by the normal gravity value computed on the
 QD0883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0883.degrees latitude (g = 980.6199 gals.).
 QD0883
 QD0883.The modeled gravity was interpolated from observed gravity values.
 QD0883
 QD0883;                    North         East    Units  Estimated Accuracy
 QD0883;SPC OR S     -   270,760.    1,441,280.      MT  (+/- 180 meters Scaled)
 QD0883
 QD0883                          SUPERSEDED SURVEY CONTROL
 QD0883
 QD0883  NGVD 29 (??/??/92) 1018.54   (m)         3341.7    (f) COMPUTED    2 0
 QD0883
 QD0883.Superseded values are not recommended for survey control.
 QD0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0883.See file dsdata.txt to determine how the superseded data were derived.
 QD0883
 QD0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP414846(NAD 83)
 QD0883_MARKER: N = NAIL
 QD0883_SETTING: 0 = UNSPECIFIED SETTING
 QD0883_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0883
 QD0883  HISTORY     - Date     Condition        Report By
 QD0883  HISTORY     - UNK      MONUMENTED       USGS
 QD0883  HISTORY     - 1934     GOOD             NGS
 QD0883
 QD0883                          STATION DESCRIPTION
 QD0883
 QD0883'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QD0883'6.2 MI NE FROM BEND.
 QD0883'6.2 MILES NORTHEAST, VIA THE BUTLER MARKET ROAD, FROM BEND, DESCHUTES
 QD0883'COUNTY, ABOUT 0.5 MILE NORTH OF THE BUTLER MARKET ROAD, AT THE EAST
 QD0883'EDGE OF THE TILLED AREA, NEAR CENTER OF SECTION 13, T17 S R12 E, 250
 QD0883'FEET NORTH ALONG THE NORTH AND SOUTH ROAD, AT A POINT WHERE THE OLD
 QD0883'STAGE ROAD JOINS THE NORTH AND SOUTH ROAD FROM THE NORTHEAST, AT THE
 QD0883'SOUTHEAST EDGE OF THE OLD STAGE ROAD AND 85 FEET WEST OF A WEST FIELD
 QD0883'FENCE, A 24 INCH FORKED JUNIPER TREE WITH A TRIANGULAR BLAZE SCRIBED
 QD0883'3417.  2 FEET BELOW THE BLAZE, THE HEAD OF A NAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0138 ***********************************************************************
 RD0138  DESIGNATION -  1953
 RD0138  PID         -  RD0138
 RD0138  STATE/COUNTY-  OR/CLACKAMAS
 RD0138  USGS QUAD   -  FISH CREEK MTN (1997)
 RD0138
 RD0138                         *CURRENT SURVEY CONTROL
 RD0138  ___________________________________________________________________
 RD0138* NAD 83(1986)-  45 05 21.     (N)    122 01 19.     (W)     SCALED    
 RD0138* NAVD 88     -       596.665  (meters)    1957.56   (feet)  ADJUSTED  
 RD0138  ___________________________________________________________________
 RD0138  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 RD0138  DYNAMIC HT  -         596.551 (meters)    1957.18  (feet)  COMP
 RD0138  MODELED GRAV-     980,406.5   (mgal)                       NAVD 88
 RD0138
 RD0138  VERT ORDER  -  SECOND    CLASS 0
 RD0138
 RD0138.The horizontal coordinates were scaled from a topographic map and have
 RD0138.an estimated accuracy of +/- 6 seconds.
 RD0138
 RD0138.The orthometric height was determined by differential leveling
 RD0138.and adjusted in June 1991.
 RD0138
 RD0138.The geoid height was determined by GEOID03.
 RD0138
 RD0138.The dynamic height is computed by dividing the NAVD 88
 RD0138.geopotential number by the normal gravity value computed on the
 RD0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0138.degrees latitude (g = 980.6199 gals.).
 RD0138
 RD0138.The modeled gravity was interpolated from observed gravity values.
 RD0138
 RD0138;                    North         East    Units  Estimated Accuracy
 RD0138;SPC OR N     -   159,200.    2,380,210.      MT  (+/- 180 meters Scaled)
 RD0138
 RD0138                          SUPERSEDED SURVEY CONTROL
 RD0138
 RD0138  NGVD 29 (??/??/92)  595.579  (m)         1954.00   (f) ADJ UNCH    2 0
 RD0138
 RD0138.Superseded values are not recommended for survey control.
 RD0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0138.See file dsdata.txt to determine how the superseded data were derived.
 RD0138
 RD0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ769933(NAD 83)
 RD0138_MARKER: DD = SURVEY DISK
 RD0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0138+STABILITY: SURFACE MOTION
 RD0138
 RD0138  HISTORY     - Date     Condition        Report By
 RD0138  HISTORY     - UNK      MONUMENTED       USGS
 RD0138  HISTORY     - 1946     GOOD             NGS
 RD0138  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 RD0138
 RD0138                          STATION DESCRIPTION
 RD0138
 RD0138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RD0138'IN OAK GROVE RANGER STA.
 RD0138'AT THE OAK GROVE RANGER STATION, ABOUT 125 FEET NORTH OF THE OAK GROVE
 RD0138'RANGER STATION MAIN OFFICE, 33 FEET NORTH OF THE NORTHEAST CORNER OF A
 RD0138'RESIDENCE, 18 FEET WEST OF A CORNER FENCE POST, 2.5 FEET NORTH OF A
 RD0138'WIRE FENCE, A U. S. G. S. BRONZE DISK SET IN TOP OF A CONCRETE PRECAST
 RD0138'POST WHICH PROJECTS 0.3 FOOT ABOVE THE IMMEDIATE GROUND LEVEL.
 RD0138
 RD0138                          STATION RECOVERY (1989)
 RD0138
 RD0138'RECOVERY NOTE BY US POWER SQUADRON 1989 (UNK)
 RD0138'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0603 ***********************************************************************
 RA0603  DESIGNATION -  1955
 RA0603  PID         -  RA0603
 RA0603  STATE/COUNTY-  OR/WALLOWA
 RA0603  USGS QUAD   -  TROY (1995)
 RA0603
 RA0603                         *CURRENT SURVEY CONTROL
 RA0603  ___________________________________________________________________
 RA0603* NAD 83(1986)-  45 56 32.     (N)    117 26 47.     (W)     SCALED    
 RA0603* NAVD 88     -       596.345  (meters)    1956.51   (feet)  ADJUSTED  
 RA0603  ___________________________________________________________________
 RA0603  GEOID HEIGHT-         -17.63  (meters)                     GEOID03
 RA0603  DYNAMIC HT  -         596.275 (meters)    1956.28  (feet)  COMP
 RA0603  MODELED GRAV-     980,479.5   (mgal)                       NAVD 88
 RA0603
 RA0603  VERT ORDER  -  SECOND    CLASS 0
 RA0603
 RA0603.The horizontal coordinates were scaled from a topographic map and have
 RA0603.an estimated accuracy of +/- 6 seconds.
 RA0603
 RA0603.The orthometric height was determined by differential leveling
 RA0603.and adjusted in June 1991.
 RA0603
 RA0603.The geoid height was determined by GEOID03.
 RA0603
 RA0603.The dynamic height is computed by dividing the NAVD 88
 RA0603.geopotential number by the normal gravity value computed on the
 RA0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0603.degrees latitude (g = 980.6199 gals.).
 RA0603
 RA0603.The modeled gravity was interpolated from observed gravity values.
 RA0603
 RA0603;                    North         East    Units  Estimated Accuracy
 RA0603;SPC OR N     -   257,350.    2,736,730.      MT  (+/- 180 meters Scaled)
 RA0603
 RA0603                          SUPERSEDED SURVEY CONTROL
 RA0603
 RA0603  NGVD 29 (??/??/92)  595.301  (m)         1953.08   (f) ADJ UNCH    2 0
 RA0603
 RA0603.Superseded values are not recommended for survey control.
 RA0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0603.See file dsdata.txt to determine how the superseded data were derived.
 RA0603
 RA0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML653877(NAD 83)
 RA0603_MARKER: Q = CHISELED SQUARE
 RA0603_SETTING: 66 = SET IN ROCK OUTCROP
 RA0603_SP_SET: ROCK OUTCROP
 RA0603_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA0603+STABILITY: POSITION/ELEVATION WELL
 RA0603
 RA0603  HISTORY     - Date     Condition        Report By
 RA0603  HISTORY     - UNK      MONUMENTED       USGS
 RA0603  HISTORY     - 1945     GOOD             NGS
 RA0603
 RA0603                          STATION DESCRIPTION
 RA0603
 RA0603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 RA0603'1.10 MI SE FROM TROY.
 RA0603'1.10 MILES SOUTHEAST OF TROY POST OFFICE, ALONG TROY-FLORA ROAD, 75
 RA0603'FEET SOUTHEAST OF LONE 14 INCH PINE TREE ON THE EDGE OF THE HILL, 73.5
 RA0603'FEET NORTH OF F 409, 30.5 FEET NORTH OF THE FENCE CORNER, 13.5 FEET
 RA0603'NORTHWEST OF THE CENTER LINE OF THE ROAD, 5.5 FEET NORTHWEST OF THE
 RA0603'FENCE LINE.  A CHISELED SQUARE IN THE TOP OF A ROCK OUT-CROP AT THE
 RA0603'SECOND SWITCH BACK ON THE TROY-FLORA ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0444 ***********************************************************************
 QD0444  DESIGNATION -  1965
 QD0444  PID         -  QD0444
 QD0444  STATE/COUNTY-  OR/JEFFERSON
 QD0444  USGS QUAD   -  TELLER BUTTE (1992)
 QD0444
 QD0444                         *CURRENT SURVEY CONTROL
 QD0444  ___________________________________________________________________
 QD0444* NAD 83(1986)-  44 42 28.     (N)    120 58 08.     (W)     SCALED    
 QD0444* NAVD 88     -       602.666  (meters)    1977.25   (feet)  ADJUSTED  
 QD0444  ___________________________________________________________________
 QD0444  GEOID HEIGHT-         -21.00  (meters)                     GEOID03
 QD0444  DYNAMIC HT  -         602.531 (meters)    1976.80  (feet)  COMP
 QD0444  MODELED GRAV-     980,375.4   (mgal)                       NAVD 88
 QD0444
 QD0444  VERT ORDER  -  FIRST     CLASS II
 QD0444
 QD0444.The horizontal coordinates were scaled from a topographic map and have
 QD0444.an estimated accuracy of +/- 6 seconds.
 QD0444
 QD0444.The orthometric height was determined by differential leveling
 QD0444.and adjusted in June 1991.
 QD0444
 QD0444.The geoid height was determined by GEOID03.
 QD0444
 QD0444.The dynamic height is computed by dividing the NAVD 88
 QD0444.geopotential number by the normal gravity value computed on the
 QD0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0444.degrees latitude (g = 980.6199 gals.).
 QD0444
 QD0444.The modeled gravity was interpolated from observed gravity values.
 QD0444
 QD0444;                    North         East    Units  Estimated Accuracy
 QD0444;SPC OR N     -   115,800.    2,462,850.      MT  (+/- 180 meters Scaled)
 QD0444
 QD0444                          SUPERSEDED SURVEY CONTROL
 QD0444
 QD0444  NGVD 29 (??/??/92)  601.586  (m)         1973.70   (f) ADJ UNCH    1 2
 QD0444
 QD0444.Superseded values are not recommended for survey control.
 QD0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0444.See file dsdata.txt to determine how the superseded data were derived.
 QD0444
 QD0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ608524(NAD 83)
 QD0444_MARKER: P = PIPE CAP
 QD0444_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QD0444_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QD0444_STAMPING: 1973.162 H 1904
 QD0444_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0444
 QD0444  HISTORY     - Date     Condition        Report By
 QD0444  HISTORY     - 1904     MONUMENTED       USGS
 QD0444  HISTORY     - 1936     GOOD             NGS
 QD0444
 QD0444                          STATION DESCRIPTION
 QD0444
 QD0444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 QD0444'7.4 MI N FROM HAY CREEK.
 QD0444'7.4 MILES NORTH OF HAY CREEK RANCH BUILDING ALONG ROAD TO WILLOWDALE
 QD0444'3.2 MILES SOUTHEAST OF JUNCTION OF U.S. HIGHWAY 97 AND HAY
 QD0444'CREEK-WILLOWDALE ROAD ALONG HAY CREEK-WILLOWDALE ROAD.  0.15 MILE
 QD0444'NORTHEAST OF MCPHERSON RANCH HOUSE.  79 FEET WEST OF CENTER LINE OF
 QD0444'ROAD.  31 FEET NORTH OF CENTER LINE OF LANE LEADING TO MCPHERSON RANCH
 QD0444'HOUSE.  16 FEET NORTH OF FENCE LINE ON NORTH SIDE OF LANE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1590 ***********************************************************************
 RD1590  DESIGNATION -  1973
 RD1590  PID         -  RD1590
 RD1590  STATE/COUNTY-  OR/MULTNOMAH
 RD1590  USGS QUAD   -  MOUNT TABOR (1990)
 RD1590
 RD1590                         *CURRENT SURVEY CONTROL
 RD1590  ___________________________________________________________________
 RD1590* NAD 83(1986)-  45 33 19.     (N)    122 34 13.     (W)     SCALED    
 RD1590* NAVD 88     -        42.978  (meters)     141.00   (feet)  ADJUSTED  
 RD1590  ___________________________________________________________________
 RD1590  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 RD1590  DYNAMIC HT  -          42.978 (meters)     141.00  (feet)  COMP
 RD1590  MODELED GRAV-     980,624.3   (mgal)                       NAVD 88
 RD1590
 RD1590  VERT ORDER  -  FIRST     CLASS II
 RD1590
 RD1590.The horizontal coordinates were scaled from a topographic map and have
 RD1590.an estimated accuracy of +/- 6 seconds.
 RD1590
 RD1590.The orthometric height was determined by differential leveling
 RD1590.and adjusted in June 1991.
 RD1590
 RD1590.The geoid height was determined by GEOID03.
 RD1590
 RD1590.The dynamic height is computed by dividing the NAVD 88
 RD1590.geopotential number by the normal gravity value computed on the
 RD1590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1590.degrees latitude (g = 980.6199 gals.).
 RD1590
 RD1590.The modeled gravity was interpolated from observed gravity values.
 RD1590
 RD1590;                    North         East    Units  Estimated Accuracy
 RD1590;SPC OR N     -   211,940.    2,338,380.      MT  (+/- 180 meters Scaled)
 RD1590
 RD1590                          SUPERSEDED SURVEY CONTROL
 RD1590
 RD1590.No superseded survey control is available for this station.
 RD1590
 RD1590_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER335447(NAD 83)
 RD1590_MARKER: DD = SURVEY DISK
 RD1590_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RD1590_SP_SET: CURB
 RD1590_STAMPING: 1973
 RD1590_MARK LOGO: OR1650
 RD1590_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD1590_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD1590+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2006
 RD1590
 RD1590  HISTORY     - Date     Condition        Report By
 RD1590  HISTORY     - UNK      MONUMENTED       OR1650
 RD1590  HISTORY     - 1987     GOOD             USPSQD
 RD1590  HISTORY     - 1987     GOOD             NGS
 RD1590  HISTORY     - 20040321 GOOD             USPSQD
 RD1590  HISTORY     - 20050412 GOOD             USPSQD
 RD1590  HISTORY     - 20060517 GOOD             USPSQD
 RD1590
 RD1590                          STATION DESCRIPTION
 RD1590
 RD1590'DESCRIBED BY US POWER SQUADRON 1987 (KRN)
 RD1590'RECOVERED IN GOOD CONDITION.
 RD1590
 RD1590                          STATION RECOVERY (1987)
 RD1590
 RD1590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD1590'IN PORTLAND.
 RD1590'IN PORTLAND, IN THE NORTH PART OF THE CITY, IN THE SOUTHWEST CORNER OF
 RD1590'THE INTERSECTION OF SANDY BOULEVARD AND PRESCOTT STREET, IN TOP OF
 RD1590'THE SOUTH CURB OF THE BOULEVARD, 5.8 M (19.0 FT) WEST OF THE STREET
 RD1590'CENTERLINE, 1.4 M (4.6 FT) WEST OF A POWER POLE.
 RD1590'THE MARK IS ABOVE LEVEL WITH THE BOULEVARD.
 RD1590
 RD1590                          STATION RECOVERY (2004)
 RD1590
 RD1590'RECOVERY NOTE BY US POWER SQUADRON 2004 (RHC)
 RD1590'RECOVERED IN GOOD CONDITION.
 RD1590
 RD1590                          STATION RECOVERY (2005)
 RD1590
 RD1590'RECOVERY NOTE BY US POWER SQUADRON 2005 (RHC)
 RD1590'RECOVERED IN GOOD CONDITION.
 RD1590
 RD1590                          STATION RECOVERY (2006)
 RD1590
 RD1590'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 RD1590'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0586 ***********************************************************************
 RC0586  DESIGNATION -  198
 RC0586  PID         -  RC0586
 RC0586  STATE/COUNTY-  OR/GILLIAM
 RC0586  USGS QUAD   -  RUFUS (1971)
 RC0586
 RC0586                         *CURRENT SURVEY CONTROL
 RC0586  ___________________________________________________________________
 RC0586* NAD 83(1986)-  45 44 00.     (N)    120 38 53.     (W)     SCALED    
 RC0586* NAVD 88     -        61.357  (meters)     201.30   (feet)  ADJUSTED  
 RC0586  ___________________________________________________________________
 RC0586  GEOID HEIGHT-         -21.30  (meters)                     GEOID03
 RC0586  DYNAMIC HT  -          61.356 (meters)     201.30  (feet)  COMP
 RC0586  MODELED GRAV-     980,596.8   (mgal)                       NAVD 88
 RC0586
 RC0586  VERT ORDER  -  FIRST     CLASS II
 RC0586
 RC0586.The horizontal coordinates were scaled from a topographic map and have
 RC0586.an estimated accuracy of +/- 6 seconds.
 RC0586
 RC0586.The orthometric height was determined by differential leveling
 RC0586.and adjusted in June 1991.
 RC0586
 RC0586.The geoid height was determined by GEOID03.
 RC0586
 RC0586.The dynamic height is computed by dividing the NAVD 88
 RC0586.geopotential number by the normal gravity value computed on the
 RC0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0586.degrees latitude (g = 980.6199 gals.).
 RC0586
 RC0586.The modeled gravity was interpolated from observed gravity values.
 RC0586
 RC0586;                    North         East    Units  Estimated Accuracy
 RC0586;SPC OR N     -   229,670.    2,488,480.      MT  (+/- 180 meters Scaled)
 RC0586
 RC0586                          SUPERSEDED SURVEY CONTROL
 RC0586
 RC0586  NGVD 29 (??/??/92)   60.37   (m)          198.1    (f) COMPUTED    1 2
 RC0586
 RC0586.Superseded values are not recommended for survey control.
 RC0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0586.See file dsdata.txt to determine how the superseded data were derived.
 RC0586
 RC0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR829671(NAD 83)
 RC0586_MARKER: DB = BENCH MARK DISK
 RC0586_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RC0586_SP_SET: BRIDGE ABUTMENT
 RC0586_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RC0586
 RC0586  HISTORY     - Date     Condition        Report By
 RC0586  HISTORY     - UNK      MONUMENTED       ORDT
 RC0586  HISTORY     - 1962     MARK NOT FOUND   NGS
 RC0586  HISTORY     - 1971     MARK NOT FOUND   ORDT
 RC0586
 RC0586                          STATION DESCRIPTION
 RC0586
 RC0586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RC0586'5.0 MI E FROM RUFUS.
 RC0586'FROM THE POST OFFICE AT RUFUS, OREGON GO EAST ALONG U.S. HIGHWAY 30
 RC0586'FOR 5.0 MILES TO JUST BEYOND THE HIGHWAY BRIDGE OVER THE JOHN DAY
 RC0586'RIVER.  MARK IS ABOUT 300 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 RC0586'ON THE TOP OF THE NORTHEAST WING WALL OF THE EAST ABUTMENT OF THE
 RC0586'UNION PACIFIC RAILROAD BRIDGE OVER THE JOHN DAY RIVER.
 RC0586
 RC0586                          STATION RECOVERY (1971)
 RC0586
 RC0586'RECOVERY NOTE BY OREGON DEPARTMENT OF TRANSPORTATION 1971
 RC0586'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0570 ***********************************************************************
 QD0570  DESIGNATION -  1980 ORE
 QD0570  PID         -  QD0570
 QD0570  STATE/COUNTY-  OR/JEFFERSON
 QD0570  USGS QUAD   -  STEELHEAD FALLS (1992)
 QD0570
 QD0570                         *CURRENT SURVEY CONTROL
 QD0570  ___________________________________________________________________
 QD0570* NAD 83(1986)-  44 29 52.     (N)    121 19 18.     (W)     SCALED    
 QD0570* NAVD 88     -       604.866  (meters)    1984.46   (feet)  ADJUSTED  
 QD0570  ___________________________________________________________________
 QD0570  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 QD0570  DYNAMIC HT  -         604.686 (meters)    1983.87  (feet)  COMP
 QD0570  MODELED GRAV-     980,302.6   (mgal)                       NAVD 88
 QD0570
 QD0570  VERT ORDER  -  SECOND    CLASS 0
 QD0570
 QD0570.The horizontal coordinates were scaled from a topographic map and have
 QD0570.an estimated accuracy of +/- 6 seconds.
 QD0570
 QD0570.The orthometric height was determined by differential leveling
 QD0570.and adjusted in June 1991.
 QD0570
 QD0570.The geoid height was determined by GEOID03.
 QD0570
 QD0570.The dynamic height is computed by dividing the NAVD 88
 QD0570.geopotential number by the normal gravity value computed on the
 QD0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0570.degrees latitude (g = 980.6199 gals.).
 QD0570
 QD0570.The modeled gravity was interpolated from observed gravity values.
 QD0570
 QD0570;                    North         East    Units  Estimated Accuracy
 QD0570;SPC OR N     -    92,690.    2,434,650.      MT  (+/- 180 meters Scaled)
 QD0570
 QD0570                          SUPERSEDED SURVEY CONTROL
 QD0570
 QD0570  NGVD 29 (??/??/92)  603.765  (m)         1980.85   (f) ADJ UNCH    2 0
 QD0570
 QD0570.Superseded values are not recommended for survey control.
 QD0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0570.See file dsdata.txt to determine how the superseded data were derived.
 QD0570
 QD0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ334285(NAD 83)
 QD0570_MARKER: DD = SURVEY DISK
 QD0570_SETTING: 80 = SET IN A BOULDER
 QD0570_SP_SET: BOULDER
 QD0570_STAMPING: 1980 ORE
 QD0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0570+STABILITY: SURFACE MOTION
 QD0570
 QD0570  HISTORY     - Date     Condition        Report By
 QD0570  HISTORY     - UNK      MONUMENTED       USGS
 QD0570  HISTORY     - 1946     GOOD             NGS
 QD0570
 QD0570                          STATION DESCRIPTION
 QD0570
 QD0570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 QD0570'13.3 MI N FROM LOWER BRIDGE.
 QD0570'ALONG DESCHUTES RIVER, ABOUT 13.3 MILES NORTH OF LOWER BRIDGE, ABOUT
 QD0570'2.9 MILES SOUTH OF GRANDVIEW LOOP ROAD BRIDGE, SET IN LARGE BOULDER ON
 QD0570'EAST SIDE OF RIVER, 100 YARDS SOUTH OF SMALL JUNIPER COVERED FLAT, 40
 QD0570'FEET SOUTH OF SHALLOW RAVINE, 40 FEET UP SLOPE FROM EDGE OF RIVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1165 ***********************************************************************
 QD1165  DESIGNATION -  199
 QD1165  PID         -  QD1165
 QD1165  STATE/COUNTY-  OR/LINN
 QD1165  USGS QUAD   -  MARION FORKS (1994)
 QD1165
 QD1165                         *CURRENT SURVEY CONTROL
 QD1165  ___________________________________________________________________
 QD1165* NAD 83(1986)-  44 31 02.     (N)    121 59 50.     (W)     SCALED    
 QD1165* NAVD 88     -       969.305  (meters)    3180.13   (feet)  ADJUSTED  
 QD1165  ___________________________________________________________________
 QD1165  GEOID HEIGHT-         -21.52  (meters)                     GEOID03
 QD1165  DYNAMIC HT  -         968.987 (meters)    3179.08  (feet)  COMP
 QD1165  MODELED GRAV-     980,256.9   (mgal)                       NAVD 88
 QD1165
 QD1165  VERT ORDER  -  FIRST     CLASS II
 QD1165
 QD1165.The horizontal coordinates were scaled from a topographic map and have
 QD1165.an estimated accuracy of +/- 6 seconds.
 QD1165
 QD1165.The orthometric height was determined by differential leveling
 QD1165.and adjusted in June 1991.
 QD1165
 QD1165.The geoid height was determined by GEOID03.
 QD1165
 QD1165.The dynamic height is computed by dividing the NAVD 88
 QD1165.geopotential number by the normal gravity value computed on the
 QD1165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1165.degrees latitude (g = 980.6199 gals.).
 QD1165
 QD1165.The modeled gravity was interpolated from observed gravity values.
 QD1165
 QD1165;                    North         East    Units  Estimated Accuracy
 QD1165;SPC OR N     -    95,620.    2,380,970.      MT  (+/- 180 meters Scaled)
 QD1165
 QD1165                          SUPERSEDED SURVEY CONTROL
 QD1165
 QD1165  NGVD 29 (??/??/92)  968.120  (m)         3176.24   (f) ADJ UNCH    1 2
 QD1165
 QD1165.Superseded values are not recommended for survey control.
 QD1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1165.See file dsdata.txt to determine how the superseded data were derived.
 QD1165
 QD1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ796298(NAD 83)
 QD1165_MARKER: DD = SURVEY DISK
 QD1165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD1165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QD1165_STAMPING: 3176 24 199 37
 QD1165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD1165+STABILITY: SURFACE MOTION
 QD1165
 QD1165  HISTORY     - Date     Condition        Report By
 QD1165  HISTORY     - 1937     MONUMENTED       BPR
 QD1165  HISTORY     - 1941     GOOD             NGS
 QD1165  HISTORY     - 19950915 MARK NOT FOUND   NGS
 QD1165
 QD1165                          STATION DESCRIPTION
 QD1165
 QD1165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QD1165'20.45 MI E FROM IDANHA.
 QD1165'MARK IS LOCATED ALONG NORTH SANTIAM HIGHWAY, ABOUT 70 FEET EAST OF
 QD1165'CENTER LINE OF HIGHWAY, 12 FEET EAST OF 15 INCH BLAZED PINE TREE, 110
 QD1165'FEET NORTH OF B.P.R. STA. 1250.  U.S.B.M. WITNESS POST IS SET NEAR THE
 QD1165'MARK.
 QD1165
 QD1165                          STATION RECOVERY (1995)
 QD1165
 QD1165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (LLR)
 QD1165'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0866 ***********************************************************************
 RC0866  DESIGNATION -  199
 RC0866  PID         -  RC0866
 RC0866  STATE/COUNTY-  OR/WASCO
 RC0866  USGS QUAD   -  THE DALLES SOUTH (1994)
 RC0866
 RC0866                         *CURRENT SURVEY CONTROL
 RC0866  ___________________________________________________________________
 RC0866* NAD 83(1986)-  45 35 51.     (N)    121 11 20.     (W)     SCALED    
 RC0866* NAVD 88     -        61.773  (meters)     202.67   (feet)  ADJUSTED  
 RC0866  ___________________________________________________________________
 RC0866  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 RC0866  DYNAMIC HT  -          61.771 (meters)     202.66  (feet)  COMP
 RC0866  MODELED GRAV-     980,598.2   (mgal)                       NAVD 88
 RC0866
 RC0866  VERT ORDER  -  FIRST     CLASS II
 RC0866
 RC0866.The horizontal coordinates were scaled from a topographic map and have
 RC0866.an estimated accuracy of +/- 6 seconds.
 RC0866
 RC0866.The orthometric height was determined by differential leveling
 RC0866.and adjusted in June 1991.
 RC0866
 RC0866.The geoid height was determined by GEOID03.
 RC0866
 RC0866.The dynamic height is computed by dividing the NAVD 88
 RC0866.geopotential number by the normal gravity value computed on the
 RC0866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0866.degrees latitude (g = 980.6199 gals.).
 RC0866
 RC0866.The modeled gravity was interpolated from observed gravity values.
 RC0866
 RC0866;                    North         East    Units  Estimated Accuracy
 RC0866;SPC OR N     -   214,790.    2,446,260.      MT  (+/- 180 meters Scaled)
 RC0866
 RC0866                          SUPERSEDED SURVEY CONTROL
 RC0866
 RC0866  NGVD 29 (??/??/92)   60.774  (m)          199.39   (f) ADJ UNCH    1 2
 RC0866
 RC0866.Superseded values are not recommended for survey control.
 RC0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0866.See file dsdata.txt to determine how the superseded data were derived.
 RC0866
 RC0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR412509(NAD 83)
 RC0866_MARKER: Z = SEE DESCRIPTION
 RC0866_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RC0866_SP_SET: SIDEWALK
 RC0866_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC0866
 RC0866  HISTORY     - Date     Condition        Report By
 RC0866  HISTORY     - UNK      MONUMENTED       CGS
 RC0866  HISTORY     - 1942     GOOD             NGS
 RC0866  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 RC0866
 RC0866                          STATION DESCRIPTION
 RC0866
 RC0866'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 RC0866'IN DALLES.
 RC0866'AT THE DALLES, WASCO COUNTY, AT THE SOUTHWEST CORNER OF NINTH AND
 RC0866'UNION STREETS, 2 FEET INSIDE OF THE CURB LINES, AND IN THE CONCRETE
 RC0866'SIDEWALK.
 RC0866
 RC0866                          STATION RECOVERY (1989)
 RC0866
 RC0866'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RC0866'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AJ8135 ***********************************************************************
 AJ8135  DESIGNATION -  1S3E34S
 AJ8135  PID         -  AJ8135
 AJ8135  STATE/COUNTY-  OR/CLACKAMAS
 AJ8135  USGS QUAD   -  DAMASCUS (1984)
 AJ8135
 AJ8135                         *CURRENT SURVEY CONTROL
 AJ8135  ___________________________________________________________________
 AJ8135* NAD 83(2007)-  45 25 57.13086(N)    122 25 26.82416(W)     ADJUSTED  
 AJ8135* NAVD 88     -       185.6    (meters)     609.     (feet)  GPS OBS   
 AJ8135  ___________________________________________________________________
 AJ8135  EPOCH DATE  -        2007.00
 AJ8135  X           -  -2,404,018.972 (meters)                     COMP
 AJ8135  Y           -  -3,784,605.530 (meters)                     COMP
 AJ8135  Z           -   4,521,326.694 (meters)                     COMP
 AJ8135  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 AJ8135  ELLIP HEIGHT-         162.869 (meters)          (02/10/07) ADJUSTED
 AJ8135  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 AJ8135
 AJ8135  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ8135  Type    PID    Designation                      North   East  Ellip
 AJ8135  -------------------------------------------------------------------
 AJ8135  NETWORK AJ8135 1S3E34S                           0.84   0.63   2.70
 AJ8135  -------------------------------------------------------------------
 AJ8135
 AJ8135.The horizontal coordinates were established by GPS observations
 AJ8135.and adjusted by the National Geodetic Survey in February 2007.
 AJ8135
 AJ8135.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ8135.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ8135.The horizontal coordinates are valid at the epoch date displayed above.
 AJ8135.The epoch date for horizontal control is a decimal equivalence
 AJ8135.of Year/Month/Day.
 AJ8135
 AJ8135.The orthometric height was determined by GPS observations and a
 AJ8135.high-resolution geoid model.
 AJ8135
 AJ8135.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8135
 AJ8135.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8135
 AJ8135.The ellipsoidal height was determined by GPS observations
 AJ8135.and is referenced to NAD 83.
 AJ8135
 AJ8135.The geoid height was determined by GEOID03.
 AJ8135
 AJ8135;                    North         East     Units Scale Factor Converg.
 AJ8135;SPC OR N     -   198,019.719 2,349,463.696   MT  0.99990516   -1 21 52.4
 AJ8135;SPC OR N     -   649,670.99  7,708,214.23   iFT  0.99990516   -1 21 52.4
 AJ8135;UTM  10      - 5,031,162.813   545,045.521   MT  0.99962495   +0 24 37.0
 AJ8135
 AJ8135!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8135!SPC OR N     -   0.99997447  x   0.99990516  =   0.99987963
 AJ8135!UTM  10      -   0.99997447  x   0.99962495  =   0.99959943
 AJ8135
 AJ8135                          SUPERSEDED SURVEY CONTROL
 AJ8135
 AJ8135  NAD 83(1998)-  45 25 57.12910(N)    122 25 26.82597(W) AD(       ) B
 AJ8135  ELLIP H (02/26/02)  162.874  (m)                       GP(       ) 3 2
 AJ8135
 AJ8135.Superseded values are not recommended for survey control.
 AJ8135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8135.See file dsdata.txt to determine how the superseded data were derived.
 AJ8135
 AJ8135_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER4504631163(NAD 83)
 AJ8135_MARKER: DD = SURVEY DISK
 AJ8135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8135_STAMPING: T1S R3E S34 S3 T2S R3E 2000
 AJ8135_MARK LOGO: OR-005
 AJ8135_PROJECTION: RECESSED 23 CENTIMETERS
 AJ8135_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ8135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8135+STABILITY: SURFACE MOTION
 AJ8135_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8135+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2005
 AJ8135
 AJ8135  HISTORY     - Date     Condition        Report By
 AJ8135  HISTORY     - 20000615 MONUMENTED       OR-005
 AJ8135  HISTORY     - 20050320 GOOD             USPSQD
 AJ8135
 AJ8135                          STATION DESCRIPTION
 AJ8135
 AJ8135'DESCRIBED BY CLACKAMAS COUNTY OREGON 2000 (CRC)
 AJ8135'STATION IS LOCATED 21.9 KM (13.6 MI) EAST-SOUTHEAST OF PORTLAND AND
 AJ8135'13.2 KM (8.2 MI) NORTHWEST OF SANDY, IN THE MIDDLE OF BOHNA PARK
 AJ8135'ROAD, AT THE SOUTH QUARTER-SECTION CORNER OF SECTION 34,
 AJ8135'T. 1 S., R. 3 E., W.M.
 AJ8135' 
 AJ8135'OWNERSHIP - CLACKAMAS COUNTY
 AJ8135' 
 AJ8135'TO REACH THE STATION FROM THE POST OFFICE AT DAMASCAS.  GO EAST
 AJ8135'ON STATE HIGHWAY 212 FOR 1.9 KM (1.2 MI) TO S.E. 222ND AVENUE.  TURN
 AJ8135'LEFT, NORTH, ON S.E.222ND FOR 1.6 KM (1.0 MI) TO BOHNA PARK ROAD.
 AJ8135'TURN RIGHT,  EAST, ON BOHNA PARK ROAD FOR 0.8 KM (0.5 MI) TO THE
 AJ8135'STATION IN THE MIDDLE OF THE ROAD.
 AJ8135' 
 AJ8135'THE STATION IS A 9.5 CM (3.25 IN) BRONZE CAP ATTACHED TO A 6 CM (2.4
 AJ8135'IN) STAINLESS STEEL PIPE
 AJ8135'0.75 M (30 IN) IN LENGTH , EMBEDDED IN A ROUND 30 CM (12 IN) DIAMETER
 AJ8135'CONCRETE POST THAT IS
 AJ8135'1.2 M (4 FT) DEEP, THE TOP OF WHICH IS RECESSED 23 CM (9 IN) BELOW THE
 AJ8135'TOP OF AND ENCASED IN
 AJ8135'A 30 CM (12 IN) CAST IRON MONUMENT WELL WITH COVER THAT IS FLUSH WITH
 AJ8135'THE PAVED
 AJ8135'ROADWAY.
 AJ8135' 
 AJ8135'STANDARD PRECAUTIONS MUST BE TAKEN IN TRAFFIC CONTROL
 AJ8135'PROCEDURES AS THE STATION IS IN THE MIDDLE OF BOHNA PARK ROAD.
 AJ8135' 
 AJ8135' 
 AJ8135' 
 AJ8135' 
 AJ8135' 
 AJ8135' 
 AJ8135'
 AJ8135
 AJ8135                          STATION RECOVERY (2005)
 AJ8135
 AJ8135'RECOVERY NOTE BY US POWER SQUADRON 2005
 AJ8135'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AC7377 ***********************************************************************
 AC7377  SACS        -  This is a Secondary Airport Control Station.
 AC7377  DESIGNATION -  1S4 B
 AC7377  PID         -  AC7377
 AC7377  STATE/COUNTY-  OR/COLUMBIA
 AC7377  USGS QUAD   -  ST HELENS (1990)
 AC7377
 AC7377                         *CURRENT SURVEY CONTROL
 AC7377  ___________________________________________________________________
 AC7377* NAD 83(2007)-  45 45 56.46832(N)    122 51 32.22400(W)     ADJUSTED  
 AC7377* NAVD 88     -         8.62   (meters)      28.3    (feet)  GPS OBS   
 AC7377  ___________________________________________________________________
 AC7377  EPOCH DATE  -        2007.00
 AC7377  X           -  -2,418,251.056 (meters)                     COMP
 AC7377  Y           -  -3,743,925.722 (meters)                     COMP
 AC7377  Z           -   4,547,107.796 (meters)                     COMP
 AC7377  LAPLACE CORR-          -4.34  (seconds)                    DEFLEC99
 AC7377  ELLIP HEIGHT-         -13.866 (meters)          (02/10/07) ADJUSTED
 AC7377  GEOID HEIGHT-         -22.51  (meters)                     GEOID03
 AC7377
 AC7377  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AC7377  Type    PID    Designation                      North   East  Ellip
 AC7377  -------------------------------------------------------------------
 AC7377  NETWORK AC7377 1S4 B                             0.47   0.33   1.43
 AC7377  -------------------------------------------------------------------
 AC7377
 AC7377.This mark is at Scappoose Industrial Airpark  (1S4)
 AC7377
 AC7377.The horizontal coordinates were established by GPS observations
 AC7377.and adjusted by the National Geodetic Survey in February 2007.
 AC7377
 AC7377.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AC7377.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AC7377.The horizontal coordinates are valid at the epoch date displayed above.
 AC7377.The epoch date for horizontal control is a decimal equivalence
 AC7377.of Year/Month/Day.
 AC7377
 AC7377.The orthometric height was determined by GPS observations and a
 AC7377.high-resolution geoid model.
 AC7377
 AC7377.GPS derived orthometric heights for airport stations designated as
 AC7377.PACS or SACS are published to 2 decimal places.  This maintains
 AC7377.centimeter relative accuracy between the PACS and SACS.  It does
 AC7377.not indicate centimeter accuracy relative to other marks which are
 AC7377.part of the NAVD 88 network.
 AC7377
 AC7377.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7377
 AC7377.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7377
 AC7377.The ellipsoidal height was determined by GPS observations
 AC7377.and is referenced to NAD 83.
 AC7377
 AC7377.The geoid height was determined by GEOID03.
 AC7377
 AC7377;                    North         East     Units Scale Factor Converg.
 AC7377;SPC OR N     -   235,930.251 2,316,533.523   MT  0.99994887   -1 40 22.6
 AC7377;SPC OR N     -   774,049.38  7,600,175.60   iFT  0.99994887   -1 40 22.6
 AC7377;UTM  10      - 5,068,023.769   510,967.752   MT  0.99960148   +0 06 03.8
 AC7377
 AC7377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7377!SPC OR N     -   1.00000217  x   0.99994887  =   0.99995104
 AC7377!UTM  10      -   1.00000217  x   0.99960148  =   0.99960365
 AC7377
 AC7377                          SUPERSEDED SURVEY CONTROL
 AC7377
 AC7377  NAD 83(1998)-  45 45 56.46562(N)    122 51 32.22477(W) AD(       ) 1
 AC7377  ELLIP H (07/02/01)  -13.868  (m)                       GP(       ) 3 2
 AC7377  NAD 83(1998)-  45 45 56.46522(N)    122 51 32.22596(W) AD(       ) 1
 AC7377  ELLIP H (07/02/97)  -13.846  (m)                       GP(       ) 3 1
 AC7377
 AC7377.Superseded values are not recommended for survey control.
 AC7377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7377.See file dsdata.txt to determine how the superseded data were derived.
 AC7377
 AC7377_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1096868024(NAD 83)
 AC7377_MARKER: DD = SURVEY DISK
 AC7377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7377_STAMPING: 1S4 B 1994
 AC7377_MARK LOGO: NOS   
 AC7377_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7377+STABILITY: SURFACE MOTION
 AC7377_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7377+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2006
 AC7377
 AC7377  HISTORY     - Date     Condition        Report By
 AC7377  HISTORY     - 1992     MONUMENTED       NOS
 AC7377  HISTORY     - 19960823 GOOD             CHANCE
 AC7377  HISTORY     - 19970922 GOOD             NGS
 AC7377  HISTORY     - 20040421 GOOD             USPSQD
 AC7377  HISTORY     - 20050629 GOOD             USPSQD
 AC7377  HISTORY     - 20050702 GOOD             USPSQD
 AC7377  HISTORY     - 20060807 GOOD             USPSQD
 AC7377
 AC7377                          STATION DESCRIPTION
 AC7377
 AC7377'DESCRIBED BY NATIONAL OCEAN SERVICE 1992 (DLA)
 AC7377'THE STATION IS LOCATED AT THE SCAPPOOSE INDUSTRIAL AIRPARK NEAR THE
 AC7377'SOUTH END OF THE FIELD.  IT IS 665.5 FT (202.8 M) SOUTHEAST OF THE
 AC7377'CENTER OF A STEEL GRATE DRAIN JUST OFF THE PAVEMENT AT THE SOUTHEAST
 AC7377'CORNER OF THE RUNWAY, 360.5 FT (109.9 M) EAST OF THE EXTENDED
 AC7377'CENTERLINE OF THE RUNWAY, 255.8 FT (78.0 M) NORTH OF THE SOUTHEAST
 AC7377'CORNER OF THE AIRPORT BOUNDARY FENCE, 102.1 FT (31.1 M) SOUTH OF THE
 AC7377'SOUTH 1 OF 2 WOODEN FENCE LINE BRACE POSTS, AND 5.0 FT (1.5 M) WEST OF
 AC7377'THE BARB WIRE FENCE.  THE STATION IS AN NOS DISK SET IN THE TOP OF A
 AC7377'CONCRETE POST THAT IS 0.1 FT (3.0 CM) BELOW THE GROUND AND
 AC7377'STAMPED---1S4 B 1994---.  NOTE-- STATION WAS LOCATED HERE IN
 AC7377'ANTICIPATION OF FUTURE RUNWAY AND EAST SIDE TAXIWAY EXTENSION.
 AC7377
 AC7377                          STATION RECOVERY (1996)
 AC7377
 AC7377'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 AC7377'THE STATION IS LOCATED ABOUT 7 MILES (11.3 KM) SOUTH-SOUTHWEST OF ST
 AC7377'HELENS, 1.5 MILES (2.4 KM) NORTHEAST OF SCAPPOOSE AND 0.75 MILES (1.21
 AC7377'KM) EAST OF US HIGHWAY 30 AT THE SCAPPOOSE INDUSTRIAL AIRPORT, SHIRLEY
 AC7377'PARSONS - OPERATIONS MANAGER, PHONE 503-397-2888  TO REACH THE STATION
 AC7377'FROM THE JUNCTION OF US HIGHWAY 30 AND E COLUMBIA AVENUE IN SCAPPOOSE,
 AC7377'PROCEED EAST 0.25 MILES (0.40 KM) ON E COLUMBIA AVENUE TO WEST LANE
 AC7377'ROAD ON THE LEFT, TURN LEFT AND PROCEED NORTH 1.2 MILES (1.9 KM) TO
 AC7377'HONEYMAN ROAD, TURN RIGHT AND PROCEED EAST AND NORTH ON HONEYMAN ROAD
 AC7377'0.4 MILES (0.6 KM) TO MOORE ROAD ON THE RIGHT.  TURN RIGHT AND PROCEED
 AC7377'EAST ON MOORE RD 0.25 MILES (0.40 KM) TO THE AIRPORT ENTRANCE ON THE
 AC7377'RIGHT, TURN RIGHT AND PROCEED SOUTH AND WEST ON THE ENTRANCE DRIVE
 AC7377'0.15 MILES (0.24 KM) TO THE ENTRANCE FOR TRANSWESTERN AVIATION ON THE
 AC7377'RIGHT, TURN RIGHT AND PROCEED NORTH AND WEST THROUGH THE PARKING LOT
 AC7377'0.05 MILES (0.08 KM) TO THE RAMP, CONTINUE WEST ON THE RAMP 0.05 MILES
 AC7377'(0.08 KM) TO TAXIWAY A, TURN LEFT AND PROCEED SOUTH 0.35 MILES (0.56
 AC7377'KM) TO THE SOUTH END OF THE TAXIWAY, CONTINUE SOUTH ALONG THE FENCE
 AC7377'0.45 MILES (0.72 KM) TO THE STATION ON THE LEFT, APPROXIMATELY 2 M
 AC7377'(6.6 FT) WEST OF THE PERIMETER FENCE  THE STATION IS A STANDARD NOS
 AC7377'SURVEY DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT SET FLUSH WITH
 AC7377'THE SURFACE.  THE STATION IS LOCATED APPROXIMATELY 185 METERS (607.0
 AC7377'FT) SOUTHEAST OF THE PROJECTED END OF THE RUNWAY, 1.5 M (4.9 FT)
 AC7377'SOUTHWEST OF THE PERIMETER FENCE, 31.05 M (101.87 FT) SOUTHEAST OF THE
 AC7377'SOUTHERN POST OF A WOODEN FENCE BRACE, 78.0 M (255.9 FT) NORTHWEST OF
 AC7377'A P-K NAIL IN THE TOP OF A FENCE CORNER POST, 9.45 M (31.00 FT)
 AC7377'NORTHWEST OF AN FAA CONCRETE MONUMENT MARKED -FAA 1S4 R/W 15 20 AT
 AC7377'1050- AND 1.4 M (4.6 FT) SOUTHWEST OF A CARSONITE WITNESS POST IN THE
 AC7377'FENCELINE  THE STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL
 AC7377'STATION (SACS) - OREGON ANA SURVEYS 1996
 AC7377
 AC7377                          STATION RECOVERY (1997)
 AC7377
 AC7377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AC7377'RECOVERED AS DESCRIBED.
 AC7377
 AC7377                          STATION RECOVERY (2004)
 AC7377
 AC7377'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 AC7377'RECOVERED IN GOOD CONDITION.
 AC7377
 AC7377                          STATION RECOVERY (2005)
 AC7377
 AC7377'RECOVERY NOTE BY US POWER SQUADRON 2005 (SO)
 AC7377'RECOVERED IN GOOD CONDITION.
 AC7377
 AC7377                          STATION RECOVERY (2005)
 AC7377
 AC7377'RECOVERY NOTE BY US POWER SQUADRON 2005
 AC7377'RECOVERED IN GOOD CONDITION.
 AC7377
 AC7377                          STATION RECOVERY (2006)
 AC7377
 AC7377'RECOVERY NOTE BY US POWER SQUADRON 2006
 AC7377'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AD9189 ***********************************************************************
 AD9189  PACS        -  This is a Primary Airport Control Station.
 AD9189  DESIGNATION -  1S4 C
 AD9189  PID         -  AD9189
 AD9189  STATE/COUNTY-  OR/COLUMBIA
 AD9189  USGS QUAD   -  ST HELENS (1990)
 AD9189
 AD9189                         *CURRENT SURVEY CONTROL
 AD9189  ___________________________________________________________________
 AD9189* NAD 83(2007)-  45 46 17.80035(N)    122 51 38.78162(W)     ADJUSTED  
 AD9189* NAVD 88     -        14.13   (meters)      46.4    (feet)  GPS OBS   
 AD9189  ___________________________________________________________________
 AD9189  EPOCH DATE  -        2007.00
 AD9189  X           -  -2,418,116.116 (meters)                     COMP
 AD9189  Y           -  -3,743,455.676 (meters)                     COMP
 AD9189  Z           -   4,547,571.171 (meters)                     COMP
 AD9189  LAPLACE CORR-          -4.43  (seconds)                    DEFLEC99
 AD9189  ELLIP HEIGHT-          -8.340 (meters)          (02/10/07) ADJUSTED
 AD9189  GEOID HEIGHT-         -22.50  (meters)                     GEOID03
 AD9189
 AD9189  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AD9189  Type    PID    Designation                      North   East  Ellip
 AD9189  -------------------------------------------------------------------
 AD9189  NETWORK AD9189 1S4 C                             0.45   0.33   1.41
 AD9189  -------------------------------------------------------------------
 AD9189
 AD9189.This mark is at Scappoose Industrial Airpark  (1S4)
 AD9189
 AD9189.The horizontal coordinates were established by GPS observations
 AD9189.and adjusted by the National Geodetic Survey in February 2007.
 AD9189
 AD9189.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AD9189.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AD9189.The horizontal coordinates are valid at the epoch date displayed above.
 AD9189.The epoch date for horizontal control is a decimal equivalence
 AD9189.of Year/Month/Day.
 AD9189
 AD9189.The orthometric height was determined by GPS observations and a
 AD9189.high-resolution geoid model.
 AD9189
 AD9189.GPS derived orthometric heights for airport stations designated as
 AD9189.PACS or SACS are published to 2 decimal places.  This maintains
 AD9189.centimeter relative accuracy between the PACS and SACS.  It does
 AD9189.not indicate centimeter accuracy relative to other marks which are
 AD9189.part of the NAVD 88 network.
 AD9189
 AD9189.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9189
 AD9189.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9189
 AD9189.The ellipsoidal height was determined by GPS observations
 AD9189.and is referenced to NAD 83.
 AD9189
 AD9189.The geoid height was determined by GEOID03.
 AD9189
 AD9189;                    North         East     Units Scale Factor Converg.
 AD9189;SPC OR N     -   236,592.682 2,316,411.134   MT  0.99994995   -1 40 27.2
 AD9189;SPC OR N     -   776,222.71  7,599,774.06   iFT  0.99994995   -1 40 27.2
 AD9189;UTM  10      - 5,068,681.865   510,824.963   MT  0.99960144   +0 05 59.2
 AD9189
 AD9189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9189!SPC OR N     -   1.00000131  x   0.99994995  =   0.99995126
 AD9189!UTM  10      -   1.00000131  x   0.99960144  =   0.99960275
 AD9189
 AD9189|---------------------------------------------------------------------|
 AD9189| PID    Reference Object                     Distance      Geod. Az  |
 AD9189|                                                           dddmmss.s |
 AD9189| RD4000 AIRPORT                              90.258 METERS 16156     |
 AD9189|---------------------------------------------------------------------|
 AD9189
 AD9189                          SUPERSEDED SURVEY CONTROL
 AD9189
 AD9189  NAD 83(1998)-  45 46 17.79762(N)    122 51 38.78240(W) AD(       ) B
 AD9189  ELLIP H (07/02/01)   -8.343  (m)                       GP(       ) 3 2
 AD9189  NAD 83(1998)-  45 46 17.79722(N)    122 51 38.78360(W) AD(       ) B
 AD9189  ELLIP H (07/02/97)   -8.321  (m)                       GP(       ) 3 1
 AD9189
 AD9189.Superseded values are not recommended for survey control.
 AD9189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9189.See file dsdata.txt to determine how the superseded data were derived.
 AD9189
 AD9189_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1082568682(NAD 83)
 AD9189_MARKER: DH = HORIZONTAL CONTROL DISK
 AD9189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9189_STAMPING: 1S4 C 1996
 AD9189_MARK LOGO: NGS   
 AD9189_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9189+STABILITY: SURFACE MOTION
 AD9189_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9189+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2006
 AD9189
 AD9189  HISTORY     - Date     Condition        Report By
 AD9189  HISTORY     - 1996     MONUMENTED       CHANCE
 AD9189  HISTORY     - 19970922 GOOD             NGS
 AD9189  HISTORY     - 20040421 GOOD             USPSQD
 AD9189  HISTORY     - 20050629 GOOD             USPSQD
 AD9189  HISTORY     - 20060712 GOOD             USPSQD
 AD9189
 AD9189                          STATION DESCRIPTION
 AD9189
 AD9189'DESCRIBED BY JE CHANCE AND ASSOCIATES 1996 (SDC)
 AD9189'THE STATION IS LOCATED ABOUT 7 MILES (11.3 KM) SOUTH-SOUTHWEST OF ST
 AD9189'HELENS, 1.5 MILES (2.4 KM) NORTHEAST OF SCAPPOOSE AND 0.75 MILES (1.21
 AD9189'KM) EAST OF US HIGHWAY 30 AT THE SCAPPOOSE INDUSTRIAL AIRPORT, SHIRLEY
 AD9189'PARSONS - OPERATIONS MANAGER, PHONE 503-397-2888  TO REACH THE STATION
 AD9189'FROM THE JUNCTION OF US HIGHWAY 30 AND E COLUMBIA AVENUE IN SCAPPOOSE,
 AD9189'PROCEED EAST 0.25 MILES (0.40 KM) ON E COLUMBIA AVENUE TO WEST LANE
 AD9189'ROAD ON THE LEFT, TURN LEFT AND PROCEED NORTH 1.2 MILES (1.9 KM) TO
 AD9189'HONEYMAN ROAD, TURN RIGHT AND PROCEED EAST AND NORTH ON HONEYMAN ROAD
 AD9189'0.4 MILES (0.6 KM) TO MOORE ROAD ON THE RIGHT.  TURN RIGHT AND PROCEED
 AD9189'EAST ON MOORE RD 0.25 MILES (0.40 KM) TO THE AIRPORT ENTRANCE ON THE
 AD9189'RIGHT, TURN RIGHT AND PROCEED SOUTH AND WEST ON THE ENTRANCE DRIVE
 AD9189'0.15 MILES (0.24 KM) TO THE ENTRANCE FOR TRANSWESTERN AVIATION ON THE
 AD9189'RIGHT, TURN RIGHT AND PROCEED NORTH AND WEST THROUGH THE PARKING LOT
 AD9189'0.05 MILES (0.08 KM) TO THE RAMP, CONTINUE WEST ON THE RAMP 0.05 MILES
 AD9189'(0.08 KM) TO TAXIWAY A, TURN LEFT AND PROCEED SOUTH 0.35 MILES (0.56
 AD9189'KM) TO THE SOUTH END OF THE TAXIWAY, CONTINUE SOUTH ALONG THE FENCE
 AD9189'0.05 MILES (0.08 KM) TO THE STATION APPROXIMATELY 11 M (36.1 FT) WEST
 AD9189'OF THE PERIMETER FENCE AND IN LINE WITH THE 2ND PAIR OF RUNWAY LIGHTS
 AD9189'SOUTHEAST OF TAXIWAY A4  THE STATION IS A STANDARD NGS HORIZONTAL
 AD9189'CONTROL MARK DISK SET IN THE TOP OF A 36 CM DIA CONCRETE MONUMENT 1.2
 AD9189'M (3.9 FT) DEEP AND SET IN DRILLED OUT BEDROCK.  THE TOP OF THE
 AD9189'MONUMENT IS SET FLUSH WITH THE SURFACE.  THE STATION IS LOCATED 90.25
 AD9189'M (296.10 FT) NORTHWEST OF THE SURVEY MONUMENT -AIRPORT-, 31.85 M
 AD9189'(104.49 FT) NORTHWEST OF THE NORTHERN POST IN A WOODEN FENCE BRACE,
 AD9189'10.8 M (35.4 FT) SOUTHWEST OF THE PERIMETER FENCE, 74.55 M (244.59 FT)
 AD9189'NORTHEAST OF THE SECOND RUNWAY LIGHT SOUTH OF TAXIWAY A4, 19.9 M (65.3
 AD9189'FT) NORTHEAST OF THE PROJECTED CENTERLINE OF TAXIWAY A, 113.7 M (373.0
 AD9189'FT) SOUTHEAST OF THE CENTERLINE OF TAXIWAY A4 AND 1.0 M (3.3 FT)
 AD9189'NORTHWEST OF A CARSONITE WITNESS POST  THE STATION IS DESIGNATED AS A
 AD9189'PRIMARY AIRPORT CONTROL STATION (PACS) - OREGON ANA SURVEYS 1996
 AD9189
 AD9189                          STATION RECOVERY (1997)
 AD9189
 AD9189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AD9189'RECOVERED AS DESCRIBED.
 AD9189
 AD9189                          STATION RECOVERY (2004)
 AD9189
 AD9189'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 AD9189'RECOVERED IN GOOD CONDITION.
 AD9189
 AD9189                          STATION RECOVERY (2005)
 AD9189
 AD9189'RECOVERY NOTE BY US POWER SQUADRON 2005 (SO)
 AD9189'RECOVERED IN GOOD CONDITION.
 AD9189
 AD9189                          STATION RECOVERY (2006)
 AD9189
 AD9189'RECOVERY NOTE BY US POWER SQUADRON 2006 (DM)
 AD9189'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AD9190 ***********************************************************************
 AD9190  SACS        -  This is a Secondary Airport Control Station.
 AD9190  DESIGNATION -  1S4 D
 AD9190  PID         -  AD9190
 AD9190  STATE/COUNTY-  OR/COLUMBIA
 AD9190  USGS QUAD   -  ST HELENS (1990)
 AD9190
 AD9190                         *CURRENT SURVEY CONTROL
 AD9190  ___________________________________________________________________
 AD9190* NAD 83(2007)-  45 46 38.95685(N)    122 51 45.17526(W)     ADJUSTED  
 AD9190* NAVD 88     -        16.68   (meters)      54.7    (feet)  GPS OBS   
 AD9190  ___________________________________________________________________
 AD9190  EPOCH DATE  -        2007.00
 AD9190  X           -  -2,417,979.129 (meters)                     COMP
 AD9190  Y           -  -3,742,989.044 (meters)                     COMP
 AD9190  Z           -   4,548,028.589 (meters)                     COMP
 AD9190  LAPLACE CORR-          -4.52  (seconds)                    DEFLEC99
 AD9190  ELLIP HEIGHT-          -5.786 (meters)          (02/10/07) ADJUSTED
 AD9190  GEOID HEIGHT-         -22.48  (meters)                     GEOID03
 AD9190
 AD9190  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AD9190  Type    PID    Designation                      North   East  Ellip
 AD9190  -------------------------------------------------------------------
 AD9190  NETWORK AD9190 1S4 D                             0.49   0.35   1.43
 AD9190  -------------------------------------------------------------------
 AD9190
 AD9190.This mark is at Scappoose Industrial Airpark  (1S4)
 AD9190
 AD9190.The horizontal coordinates were established by GPS observations
 AD9190.and adjusted by the National Geodetic Survey in February 2007.
 AD9190
 AD9190.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AD9190.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AD9190.The horizontal coordinates are valid at the epoch date displayed above.
 AD9190.The epoch date for horizontal control is a decimal equivalence
 AD9190.of Year/Month/Day.
 AD9190
 AD9190.The orthometric height was determined by GPS observations and a
 AD9190.high-resolution geoid model.
 AD9190
 AD9190.GPS derived orthometric heights for airport stations designated as
 AD9190.PACS or SACS are published to 2 decimal places.  This maintains
 AD9190.centimeter relative accuracy between the PACS and SACS.  It does
 AD9190.not indicate centimeter accuracy relative to other marks which are
 AD9190.part of the NAVD 88 network.
 AD9190
 AD9190.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9190
 AD9190.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9190
 AD9190.The ellipsoidal height was determined by GPS observations
 AD9190.and is referenced to NAD 83.
 AD9190
 AD9190.The geoid height was determined by GEOID03.
 AD9190
 AD9190;                    North         East     Units Scale Factor Converg.
 AD9190;SPC OR N     -   237,249.597 2,316,292.156   MT  0.99995104   -1 40 31.8
 AD9190;SPC OR N     -   778,377.94  7,599,383.71   iFT  0.99995104   -1 40 31.8
 AD9190;UTM  10      - 5,069,334.553   510,685.756   MT  0.99960140   +0 05 54.6
 AD9190
 AD9190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9190!SPC OR N     -   1.00000091  x   0.99995104  =   0.99995195
 AD9190!UTM  10      -   1.00000091  x   0.99960140  =   0.99960231
 AD9190
 AD9190                          SUPERSEDED SURVEY CONTROL
 AD9190
 AD9190  NAD 83(1998)-  45 46 38.95415(N)    122 51 45.17611(W) AD(       ) 1
 AD9190  ELLIP H (07/02/01)   -5.788  (m)                       GP(       ) 3 2
 AD9190  NAD 83(1998)-  45 46 38.95375(N)    122 51 45.17730(W) AD(       ) 1
 AD9190  ELLIP H (07/02/97)   -5.766  (m)                       GP(       ) 3 1
 AD9190
 AD9190.Superseded values are not recommended for survey control.
 AD9190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9190.See file dsdata.txt to determine how the superseded data were derived.
 AD9190
 AD9190_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1068669335(NAD 83)
 AD9190_MARKER: DD = SURVEY DISK
 AD9190_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AD9190_STAMPING: 1S4 D 1996
 AD9190_MARK LOGO: NGS   
 AD9190_PROJECTION: FLUSH
 AD9190_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AD9190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9190+STABILITY: SURFACE MOTION
 AD9190_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9190+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2006
 AD9190_ROD/PIPE-DEPTH: 1.0  meters
 AD9190
 AD9190  HISTORY     - Date     Condition        Report By
 AD9190  HISTORY     - 1996     MONUMENTED       CHANCE
 AD9190  HISTORY     - 19970922 GOOD             NGS
 AD9190  HISTORY     - 20040421 GOOD             USPSQD
 AD9190  HISTORY     - 20050629 GOOD             USPSQD
 AD9190  HISTORY     - 20060712 GOOD             USPSQD
 AD9190
 AD9190                          STATION DESCRIPTION
 AD9190
 AD9190'DESCRIBED BY JE CHANCE AND ASSOCIATES 1996 (SDC)
 AD9190'THE STATION IS LOCATED ABOUT 7 MILES (11.3 KM) SOUTH-SOUTHWEST OF ST
 AD9190'HELENS, 1.5 MILES (2.4 KM) NORTHEAST OF SCAPPOOSE AND 0.75 MILES (1.21
 AD9190'KM) EAST OF US HIGHWAY 30 AT THE SCAPPOOSE INDUSTRIAL AIRPORT, SHIRLEY
 AD9190'PARSONS - OPERATIONS MANAGER, PHONE 503-397-2888  TO REACH THE STATION
 AD9190'FROM THE JUNCTION OF US HIGHWAY 30 AND E COLUMBIA AVENUE IN SCAPPOOSE,
 AD9190'PROCEED EAST 0.25 MILES (0.40 KM) ON E COLUMBIA AVENUE TO WEST LANE
 AD9190'ROAD ON THE LEFT, TURN LEFT AND PROCEED NORTH 1.2 MILES (1.9 KM) TO
 AD9190'HONEYMAN ROAD, TURN RIGHT AND PROCEED EAST AND NORTH ON HONEYMAN ROAD
 AD9190'0.4 MILES (0.6 KM) TO MOORE ROAD ON THE RIGHT.  TURN RIGHT AND PROCEED
 AD9190'EAST ON MOORE RD 0.25 MILES (0.40 KM) TO THE AIRPORT ENTRANCE ON THE
 AD9190'RIGHT, TURN RIGHT AND PROCEED SOUTH AND WEST ON THE ENTRANCE DRIVE
 AD9190'0.15 MILES (0.24 KM) TO THE ENTRANCE FOR TRANSWESTERN AVIATION ON THE
 AD9190'RIGHT, TURN RIGHT AND PROCEED NORTH AND WEST THROUGH THE PARKING LOT
 AD9190'0.05 MILES (0.08 KM) TO THE RAMP, CONTINUE WEST ON THE RAMP 0.05 MILES
 AD9190'(0.08 KM) TO TAXIWAY A, TURN LEFT AND PROCEED 100 FT (30.5 M) SOUTH ON
 AD9190'TAXIWAY A TO THE STATION ON THE LEFT  THE STATION IS THE CENTER OF A 5
 AD9190'CM SURVEY DISK SET INTO THE TOP OF A 1.0 M (3.3 FT) LONG FENO PIPE,
 AD9190'RECESSED 10 CM BELOW GROUND LEVEL AND ENCASED IN A 12.7 CM DIA PVC
 AD9190'PIPE WITH AN NGS LOGO CAP SURROUNDED BY CONCRETE.  THE LOGO CAP AND
 AD9190'CONCRETE ARE SET FLUSH WITH THE SURFACE. THREE CIRCULAR ANCHOR PRONGS
 AD9190'EXTEND FROM THE BOTTOM OF THE PIPE.  THE STATION IS LOCATED 33.5 M
 AD9190'(109.9 FT) SOUTHEAST OF THE CENTERLINE OF THE TAXIWAY LEADING EAST TO
 AD9190'TRANSWESTERN AVIATION, 12.75 M (41.83 FT) EAST OF THE CENTERLINE OF
 AD9190'TAXIWAY A, 12.75 M (41.83 FT) WEST OF THE CENTERLINE OF A SMALL
 AD9190'TAXIWAY PARALLEL TO TAXIWAY A, 6.8 M (22.3 FT) SOUTHEAST OF A CONCRETE
 AD9190'UTILITY MARKER, 64.3 M (211.0 FT) NORTHWEST OF A WIND SOCK AND 1.0 M
 AD9190'(3.3 FT) NORTH OF A CARSONITE WITNESS POST  THE STATION IS DESIGNATED
 AD9190'AS A SECONDARY AIRPORT CONTROL STATION (SACS) - OREGON ANA SURVEYS
 AD9190'1996
 AD9190
 AD9190                          STATION RECOVERY (1997)
 AD9190
 AD9190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AD9190'RECOVERED AS DESCRIBED.
 AD9190
 AD9190                          STATION RECOVERY (2004)
 AD9190
 AD9190'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 AD9190'RECOVERED IN GOOD CONDITION.
 AD9190
 AD9190                          STATION RECOVERY (2005)
 AD9190
 AD9190'RECOVERY NOTE BY US POWER SQUADRON 2005 (SO)
 AD9190'RECOVERED IN GOOD CONDITION.
 AD9190
 AD9190                          STATION RECOVERY (2006)
 AD9190
 AD9190'RECOVERY NOTE BY US POWER SQUADRON 2006 (DM)
 AD9190'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AJ8136 ***********************************************************************
 AJ8136  DESIGNATION -  1S4E26E
 AJ8136  PID         -  AJ8136
 AJ8136  STATE/COUNTY-  OR/CLACKAMAS
 AJ8136  USGS QUAD   -  SANDY (1985)
 AJ8136
 AJ8136                         *CURRENT SURVEY CONTROL
 AJ8136  ___________________________________________________________________
 AJ8136* NAD 83(2007)-  45 27 14.92001(N)    122 16 12.82641(W)     ADJUSTED  
 AJ8136* NAVD 88     -       166.0    (meters)     545.     (feet)  GPS OBS   
 AJ8136  ___________________________________________________________________
 AJ8136  EPOCH DATE  -        2007.00
 AJ8136  X           -  -2,392,924.449 (meters)                     COMP
 AJ8136  Y           -  -3,789,590.237 (meters)                     COMP
 AJ8136  Z           -   4,522,997.826 (meters)                     COMP
 AJ8136  LAPLACE CORR-           5.68  (seconds)                    DEFLEC99
 AJ8136  ELLIP HEIGHT-         143.420 (meters)          (02/10/07) ADJUSTED
 AJ8136  GEOID HEIGHT-         -22.58  (meters)                     GEOID03
 AJ8136
 AJ8136  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ8136  Type    PID    Designation                      North   East  Ellip
 AJ8136  -------------------------------------------------------------------
 AJ8136  NETWORK AJ8136 1S4E26E                           1.12   0.74   3.37
 AJ8136  -------------------------------------------------------------------
 AJ8136
 AJ8136.The horizontal coordinates were established by GPS observations
 AJ8136.and adjusted by the National Geodetic Survey in February 2007.
 AJ8136
 AJ8136.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ8136.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ8136.The horizontal coordinates are valid at the epoch date displayed above.
 AJ8136.The epoch date for horizontal control is a decimal equivalence
 AJ8136.of Year/Month/Day.
 AJ8136
 AJ8136.The orthometric height was determined by GPS observations and a
 AJ8136.high-resolution geoid model.
 AJ8136
 AJ8136.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8136
 AJ8136.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8136
 AJ8136.The ellipsoidal height was determined by GPS observations
 AJ8136.and is referenced to NAD 83.
 AJ8136
 AJ8136.The geoid height was determined by GEOID03.
 AJ8136
 AJ8136;                    North         East     Units Scale Factor Converg.
 AJ8136;SPC OR N     -   200,145.177 2,361,553.981   MT  0.99990697   -1 15 19.5
 AJ8136;SPC OR N     -   656,644.28  7,747,880.52   iFT  0.99990697   -1 15 19.5
 AJ8136;UTM  10      - 5,033,661.097   557,060.870   MT  0.99964003   +0 31 12.4
 AJ8136
 AJ8136!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8136!SPC OR N     -   0.99997752  x   0.99990697  =   0.99988449
 AJ8136!UTM  10      -   0.99997752  x   0.99964003  =   0.99961755
 AJ8136
 AJ8136                          SUPERSEDED SURVEY CONTROL
 AJ8136
 AJ8136  NAD 83(1998)-  45 27 14.91827(N)    122 16 12.82804(W) AD(       ) B
 AJ8136  ELLIP H (02/26/02)  143.428  (m)                       GP(       ) 3 2
 AJ8136
 AJ8136.Superseded values are not recommended for survey control.
 AJ8136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8136.See file dsdata.txt to determine how the superseded data were derived.
 AJ8136
 AJ8136_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER5706133661(NAD 83)
 AJ8136_MARKER: DD = SURVEY DISK
 AJ8136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8136_STAMPING: T1S R4E 26 25 2000
 AJ8136_MARK LOGO: OR-005
 AJ8136_PROJECTION: FLUSH
 AJ8136_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ8136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8136+STABILITY: SURFACE MOTION
 AJ8136_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8136+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2001
 AJ8136
 AJ8136  HISTORY     - Date     Condition        Report By
 AJ8136  HISTORY     - 20010711 MONUMENTED       OR-005
 AJ8136
 AJ8136                          STATION DESCRIPTION
 AJ8136
 AJ8136'DESCRIBED BY CLACKAMAS COUNTY OREGON 2001 (CRC)
 AJ8136'THE STATION IS LOCATED 32.7 KM (20.3 MI) EAST OF PORTLAND, AND 6.4 KM
 AJ8136'(4.0 MI) NORTH OF SANDY, AT THE EAST QUARTER-SECTION CORNER OF
 AJ8136'SECTION 26, T. 1 S., R. 4 E., W.M.  OWNERSHIP - CLACKAMAS COUNTY
 AJ8136' 
 AJ8136'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 26 AND
 AJ8136'STATE HIGHWAY 211 IN SANDY.   GO EASTERLY ON STATE HIGHWAY 26 FOR
 AJ8136'0.3 KM (0.2 MI) TO TEN EYCK ROAD.  TURN LEFT, NORTHERLY, ON TEN
 AJ8136'EYCK ROAD FOR 5.6 KM (3.5 MI) TO ROSLYN LAKE ON THE LEFT AND BULL
 AJ8136'RUN ROAD ON THE RIGHT.  CONTINUE STRAIGHT ON TEN EYCK ROAD (WHICH AT
 AJ8136'THIS POINT GOES NORTHWESTERLY AND AFTER 0.5 KM (0.3 MI) GOES WEST)
 AJ8136'FOR 1.4 KM (0.9 MI) TO A T-INTERSECTION WITH LUSTED ROAD  TURN RIGHT,
 AJ8136'NORTHERLY AND THEN NORTHWESTERLY, ON LUSTED ROAD FOR 3.0 KM
 AJ8136'(1.85 MI) TO A DRIVEWAY ON LEFT AT MAILBOX FOR 38200 LUSTED ROAD. TURN
 AJ8136'LEFT,  SOUTH, ON THE DRIVEWAY FOR 80 M (260 FT) TO THE STATION ON
 AJ8136'THE LEFT.
 AJ8136' 
 AJ8136'THE STATION IS A 9.5 CM (3.25 IN) BRONZE CAP ATTACHED TO A 6 CM (2.4
 AJ8136'IN) STAINLESS STEEL PIPE
 AJ8136'0.75 M (30 IN) IN LENGTH , EMBEDDED IN A ROUND 30 CM (12 IN) DIAMETER
 AJ8136'CONCRETE POST THAT IS
 AJ8136'1.2 M (4 FT) DEEP,  THE TOP OF WHICH IS FLUSH WITH THE GROUND.
 AJ8136' 
 AJ8136'A CHAIN LINK FENCE RUNS NORTH AND SOUTH FROM THE STATION  AND IS
 AJ8136'30 CM (1 FT) SOUTH OF A CHAIN LINK FENCE RUNNING EAST.  A CLACKAMAS
 AJ8136'COUNTY MONUMENT SIGN IS 30 CM (1 FT) EAST.
 AJ8136' 
 AJ8136' 
 AJ8136' 
 AJ8136' 
 AJ8136' 
 AJ8136' 
 AJ8136' 
 AJ8136' 
 AJ8136'
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0008 ***********************************************************************
 RD0008  DESIGNATION -  2
 RD0008  PID         -  RD0008
 RD0008  STATE/COUNTY-  OR/MULTNOMAH
 RD0008  USGS QUAD   -  CAMAS (1993)
 RD0008
 RD0008                         *CURRENT SURVEY CONTROL
 RD0008  ___________________________________________________________________
 RD0008* NAD 83(1986)-  45 32 40.     (N)    122 23 08.     (W)     SCALED    
 RD0008* NAVD 88     -        15.030  (meters)      49.31   (feet)  ADJUSTED  
 RD0008  ___________________________________________________________________
 RD0008  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 RD0008  DYNAMIC HT  -          15.030 (meters)      49.31  (feet)  COMP
 RD0008  MODELED GRAV-     980,615.0   (mgal)                       NAVD 88
 RD0008
 RD0008  VERT ORDER  -  SECOND    CLASS 0
 RD0008
 RD0008.The horizontal coordinates were scaled from a topographic map and have
 RD0008.an estimated accuracy of +/- 6 seconds.
 RD0008
 RD0008.The orthometric height was determined by differential leveling
 RD0008.and adjusted in June 1991.
 RD0008
 RD0008.The geoid height was determined by GEOID03.
 RD0008
 RD0008.The dynamic height is computed by dividing the NAVD 88
 RD0008.geopotential number by the normal gravity value computed on the
 RD0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0008.degrees latitude (g = 980.6199 gals.).
 RD0008
 RD0008.The modeled gravity was interpolated from observed gravity values.
 RD0008
 RD0008;                    North         East    Units  Estimated Accuracy
 RD0008;SPC OR N     -   210,380.    2,352,770.      MT  (+/- 180 meters Scaled)
 RD0008
 RD0008                          SUPERSEDED SURVEY CONTROL
 RD0008
 RD0008  NGVD 29 (??/??/92)   14.005  (m)           45.95   (f) ADJ UNCH    2 0
 RD0008
 RD0008.Superseded values are not recommended for survey control.
 RD0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0008.See file dsdata.txt to determine how the superseded data were derived.
 RD0008
 RD0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER479436(NAD 83)
 RD0008_MARKER: DD = SURVEY DISK
 RD0008_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RD0008_SP_SET: BRIDGE
 RD0008_STAMPING: 2
 RD0008_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RD0008
 RD0008  HISTORY     - Date     Condition        Report By
 RD0008  HISTORY     - UNK      MONUMENTED       ORDT
 RD0008  HISTORY     - 1956     GOOD             NGS
 RD0008  HISTORY     - 1966     GOOD             NGS
 RD0008  HISTORY     - 1987     MARK NOT FOUND   NGS
 RD0008
 RD0008                          STATION DESCRIPTION
 RD0008
 RD0008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 RD0008'IN TROUTDALE.
 RD0008'0.2 MILE WEST ALONG EAST COLUMBIA STREET FROM THE POST OFFICE AT
 RD0008'TROUTDALE, THENCE 0.3 MILE NORTH ALONG A PAVED ROAD, THENCE 0.2 MILE
 RD0008'EAST ALONG U.S. HIGHWAY 30, IN T 1 N - R 3 E, AT THE CONCRETE BRIDGE
 RD0008'OVER SANDY RIVER, 3.4 FEET SOUTHEAST OF THE NORTHWEST CORNER OF THE
 RD0008'CONCRETE WALK, 16.0 FEET NORTH OF THE CENTER LINE OF THE SOUTH LANES
 RD0008'OF THE HIGHWAY, 2.7 FEET SOUTH OF CONCRETE SUPPORT FOR STEEL RAILING,
 RD0008'0.8 FOOT NORTH OF THE SOUTH EDGE OF THE WALK, AND ABOUT 1/2 FOOT
 RD0008'HIGHER THAN THE HIGHWAY.
 RD0008
 RD0008                          STATION RECOVERY (1966)
 RD0008
 RD0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 RD0008'RECOVERED IN GOOD CONDITION.
 RD0008
 RD0008                          STATION RECOVERY (1987)
 RD0008
 RD0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD0008'NOT RECOVERED.  THE DESCRIBED POSITION WOULD BE UNDER A NEW CONCRETE
 RD0008'GUARDRAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0893 ***********************************************************************
 QD0893  DESIGNATION -  2
 QD0893  PID         -  QD0893
 QD0893  STATE/COUNTY-  OR/DESCHUTES
 QD0893  USGS QUAD   -  BEND AIRPORT (1962)
 QD0893
 QD0893                         *CURRENT SURVEY CONTROL
 QD0893  ___________________________________________________________________
 QD0893* NAD 83(1986)-  44 03 20.     (N)    121 14 32.     (W)     SCALED    
 QD0893* NAVD 88     -      1100.983  (meters)    3612.14   (feet)  ADJUSTED  
 QD0893  ___________________________________________________________________
 QD0893  GEOID HEIGHT-         -20.90  (meters)                     GEOID03
 QD0893  DYNAMIC HT  -        1100.551 (meters)    3610.72  (feet)  COMP
 QD0893  MODELED GRAV-     980,188.5   (mgal)                       NAVD 88
 QD0893
 QD0893  VERT ORDER  -  FIRST     CLASS II
 QD0893
 QD0893.The horizontal coordinates were scaled from a topographic map and have
 QD0893.an estimated accuracy of +/- 6 seconds.
 QD0893
 QD0893.The orthometric height was determined by differential leveling
 QD0893.and adjusted in June 1991.
 QD0893
 QD0893.The geoid height was determined by GEOID03.
 QD0893
 QD0893.The dynamic height is computed by dividing the NAVD 88
 QD0893.geopotential number by the normal gravity value computed on the
 QD0893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0893.degrees latitude (g = 980.6199 gals.).
 QD0893
 QD0893.The modeled gravity was interpolated from observed gravity values.
 QD0893
 QD0893;                    North         East    Units  Estimated Accuracy
 QD0893;SPC OR S     -   265,640.    1,440,530.      MT  (+/- 180 meters Scaled)
 QD0893
 QD0893                          SUPERSEDED SURVEY CONTROL
 QD0893
 QD0893  NGVD 29 (??/??/92) 1099.822  (m)         3608.33   (f) ADJ UNCH    1 2
 QD0893
 QD0893.Superseded values are not recommended for survey control.
 QD0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0893.See file dsdata.txt to determine how the superseded data were derived.
 QD0893
 QD0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP407795(NAD 83)
 QD0893_MARKER: DD = SURVEY DISK
 QD0893_SETTING: 66 = SET IN ROCK OUTCROP
 QD0893_SP_SET: ROCK OUTCROP
 QD0893_STAMPING: 2 1927 3610
 QD0893_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QD0893+STABILITY: POSITION/ELEVATION WELL
 QD0893
 QD0893  HISTORY     - Date     Condition        Report By
 QD0893  HISTORY     - 1927     MONUMENTED       ORDT
 QD0893  HISTORY     - 1943     GOOD             NGS
 QD0893
 QD0893                          STATION DESCRIPTION
 QD0893
 QD0893'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QD0893'3.4 MI SE FROM BEND.
 QD0893'ABOUT 3.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 20 FROM THE RAILWAY
 QD0893'STATION AT BEND, DESCHUTES COUNTY, 0.1 MILE SOUTHEAST OF A SCHOOL
 QD0893'HOUSE, 0.05 MILE EAST OF A ROAD LEADING NORTH, 50.0 FEET NORTH OF A
 QD0893'EAST-WEST FENCE, 42.0 FEET EAST OF A NORTH-SOUTH FENCE, SET IN THE TOP
 QD0893'OF A ROCK OUTCROP, 94.5 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 QD0893'4.5 FEET NORTHWEST OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0746 ***********************************************************************
 QB0746  DESIGNATION -  2
 QB0746  PID         -  QB0746
 QB0746  STATE/COUNTY-  OR/BAKER
 QB0746  USGS QUAD   -  OLDS FERRY NW (1976)
 QB0746
 QB0746                         *CURRENT SURVEY CONTROL
 QB0746  ___________________________________________________________________
 QB0746* NAD 83(1986)-  44 26 22.     (N)    117 13 00.     (W)     SCALED    
 QB0746* NAVD 88     -       615.745  (meters)    2020.16   (feet)  ADJUSTED  
 QB0746  ___________________________________________________________________
 QB0746  GEOID HEIGHT-         -16.87  (meters)                     GEOID03
 QB0746  DYNAMIC HT  -         615.576 (meters)    2019.60  (feet)  COMP
 QB0746  MODELED GRAV-     980,324.7   (mgal)                       NAVD 88
 QB0746
 QB0746  VERT ORDER  -  SECOND    CLASS 0
 QB0746
 QB0746.The horizontal coordinates were scaled from a topographic map and have
 QB0746.an estimated accuracy of +/- 6 seconds.
 QB0746
 QB0746.The orthometric height was determined by differential leveling
 QB0746.and adjusted in June 1991.
 QB0746
 QB0746.The geoid height was determined by GEOID03.
 QB0746
 QB0746.The dynamic height is computed by dividing the NAVD 88
 QB0746.geopotential number by the normal gravity value computed on the
 QB0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0746.degrees latitude (g = 980.6199 gals.).
 QB0746
 QB0746.The modeled gravity was interpolated from observed gravity values.
 QB0746
 QB0746;                    North         East    Units  Estimated Accuracy
 QB0746;SPC OR N     -    91,180.    2,761,310.      MT  (+/- 180 meters Scaled)
 QB0746
 QB0746                          SUPERSEDED SURVEY CONTROL
 QB0746
 QB0746  NGVD 29 (??/??/92)  614.753  (m)         2016.90   (f) ADJ UNCH    2 0
 QB0746
 QB0746.Superseded values are not recommended for survey control.
 QB0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0746.See file dsdata.txt to determine how the superseded data were derived.
 QB0746
 QB0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK827207(NAD 83)
 QB0746_MARKER: DD = SURVEY DISK
 QB0746_SETTING: 80 = SET IN A BOULDER
 QB0746_SP_SET: BOULDER
 QB0746_STAMPING: 1911 2017 2
 QB0746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0746+STABILITY: SURFACE MOTION
 QB0746
 QB0746  HISTORY     - Date     Condition        Report By
 QB0746  HISTORY     - 1911     MONUMENTED       USGS
 QB0746  HISTORY     - 1946     GOOD             NGS
 QB0746
 QB0746                          STATION DESCRIPTION
 QB0746
 QB0746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 QB0746'8.15 MI NE FROM HUNTINGTON.
 QB0746'ALONG THE HOMESTEAD BRANCH OF THE UNION PACIFIC RAILROAD, 8.15 MILES
 QB0746'NORTHEAST OF THE STATION AT HUNTINGTON, 7.7 MILES SOUTH OF THE STATION
 QB0746'AT HOME, 6.4 MILES NORTH OF THE JUNCTION POINT AT BLAKES JUNCTION,
 QB0746'1.75 MILE NORTH OF THE NORTH END OF A HUGE CONCRETE FOUNDATION OF AN
 QB0746'OLD ABANDONED MILL AT GYPSUM, 0.4 MILE NORTH OF MILE POST NO. 6, ON
 QB0746'BANK BETWEEN THE TRACK AND THE SNAKE RIVER, 50.0 FEET SOUTH OF THE
 QB0746'SOUTH END OF THE EAST BANK OF A SHALLOW CUT, 36.0 FEET EAST OF THE
 QB0746'EAST RAIL, 19.0 FEET WEST OF THE BANK OF THE RIVER, U.S. GEOLOGICAL
 QB0746'SURVEY BRONZE DISK SET IN TOP OF A 2X3 FOOT FLAT-TOP BOULDER WHICH IS
 QB0746'LYING LOOSE ON TOP OF THE GROUND, ABOUT 1 FOOT BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0523 ***********************************************************************
 QD0523  DESIGNATION -  2
 QD0523  PID         -  QD0523
 QD0523  STATE/COUNTY-  OR/JEFFERSON
 QD0523  USGS QUAD   -  WARM SPRINGS (1963)
 QD0523
 QD0523                         *CURRENT SURVEY CONTROL
 QD0523  ___________________________________________________________________
 QD0523* NAD 83(1986)-  44 46 25.     (N)    121 17 26.     (W)     SCALED    
 QD0523* NAVD 88     -       557.498  (meters)    1829.06   (feet)  ADJUSTED  
 QD0523  ___________________________________________________________________
 QD0523  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 QD0523  DYNAMIC HT  -         557.375 (meters)    1828.65  (feet)  COMP
 QD0523  MODELED GRAV-     980,381.0   (mgal)                       NAVD 88
 QD0523
 QD0523  VERT ORDER  -  SECOND    CLASS 0
 QD0523
 QD0523.The horizontal coordinates were scaled from a topographic map and have
 QD0523.an estimated accuracy of +/- 6 seconds.
 QD0523
 QD0523.The orthometric height was determined by differential leveling
 QD0523.and adjusted in June 1991.
 QD0523
 QD0523.The geoid height was determined by GEOID03.
 QD0523
 QD0523.The dynamic height is computed by dividing the NAVD 88
 QD0523.geopotential number by the normal gravity value computed on the
 QD0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0523.degrees latitude (g = 980.6199 gals.).
 QD0523
 QD0523.The modeled gravity was interpolated from observed gravity values.
 QD0523
 QD0523;                    North         East    Units  Estimated Accuracy
 QD0523;SPC OR N     -   123,310.    2,437,430.      MT  (+/- 180 meters Scaled)
 QD0523
 QD0523                          SUPERSEDED SURVEY CONTROL
 QD0523
 QD0523  NGVD 29 (??/??/92)  556.415  (m)         1825.50   (f) ADJ UNCH    2 0
 QD0523
 QD0523.Superseded values are not recommended for survey control.
 QD0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0523.See file dsdata.txt to determine how the superseded data were derived.
 QD0523
 QD0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ352592(NAD 83)
 QD0523_MARKER: DD = SURVEY DISK
 QD0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD0523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QD0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0523+STABILITY: SURFACE MOTION
 QD0523
 QD0523  HISTORY     - Date     Condition        Report By
 QD0523  HISTORY     - UNK      MONUMENTED       ORDT
 QD0523  HISTORY     - 1949     GOOD             NGS
 QD0523
 QD0523                          STATION DESCRIPTION
 QD0523
 QD0523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 QD0523'1.5 MI NW FROM WARM SPRINGS.
 QD0523'1.5 MILES NORTHWEST ALONG STATE HIGHWAY 52 FROM WARM SPRINGS AGENCY AT
 QD0523'WARM SPRINGS, ON WARM SPRINGS INDIAN RESERVATION, NEAR THE SOUTHEAST
 QD0523'ENTRANCE TO A STATE HIGHWAY GRAVEL STOCK PILE, 74.5 FEET SOUTHWEST OF
 QD0523'THE CENTER LINE OF THE HIGHWAY, 60 1/2 FEET SOUTHEAST OF THE CENTER
 QD0523'LINE OF A GRAVEL ROAD LEADING TO THE STOCK PILE, 33 1/2 FEET SOUTHEAST
 QD0523'OF A SMALL TELEPHONE POLE, ABOUT 3 FEET LOWER THAN THE HIGHWAY, 1.7
 QD0523'FEET SOUTHEAST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 QD0523'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0562 ***********************************************************************
 QB0562  DESIGNATION -  2
 QB0562  PID         -  QB0562
 QB0562  STATE/COUNTY-  OR/BAKER
 QB0562  USGS QUAD   -  STURGILL CREEK (1987)
 QB0562
 QB0562                         *CURRENT SURVEY CONTROL
 QB0562  ___________________________________________________________________
 QB0562* NAD 83(1986)-  44 39 29.     (N)    117 05 55.     (W)     SCALED    
 QB0562* NAVD 88     -       589.119  (meters)    1932.80   (feet)  ADJUSTED  
 QB0562  ___________________________________________________________________
 QB0562  GEOID HEIGHT-         -16.47  (meters)                     GEOID03
 QB0562  DYNAMIC HT  -         588.950 (meters)    1932.25  (feet)  COMP
 QB0562  MODELED GRAV-     980,313.5   (mgal)                       NAVD 88
 QB0562
 QB0562  VERT ORDER  -  SECOND    CLASS 0
 QB0562
 QB0562.The horizontal coordinates were scaled from a topographic map and have
 QB0562.an estimated accuracy of +/- 6 seconds.
 QB0562
 QB0562.The orthometric height was determined by differential leveling
 QB0562.and adjusted in June 1991.
 QB0562
 QB0562.The geoid height was determined by GEOID03.
 QB0562
 QB0562.The dynamic height is computed by dividing the NAVD 88
 QB0562.geopotential number by the normal gravity value computed on the
 QB0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0562.degrees latitude (g = 980.6199 gals.).
 QB0562
 QB0562.The modeled gravity was interpolated from observed gravity values.
 QB0562
 QB0562;                    North         East    Units  Estimated Accuracy
 QB0562;SPC OR N     -   115,840.    2,769,680.      MT  (+/- 180 meters Scaled)
 QB0562
 QB0562                          SUPERSEDED SURVEY CONTROL
 QB0562
 QB0562  NGVD 29 (??/??/92)  588.096  (m)         1929.44   (f) ADJ UNCH    2 0
 QB0562
 QB0562.Superseded values are not recommended for survey control.
 QB0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0562.See file dsdata.txt to determine how the superseded data were derived.
 QB0562
 QB0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK921449(NAD 83)
 QB0562_MARKER: S = SPIKE
 QB0562_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QB0562_SP_SET: WOODEN SILL
 QB0562_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB0562
 QB0562  HISTORY     - Date     Condition        Report By
 QB0562  HISTORY     - UNK      MONUMENTED       DOD
 QB0562  HISTORY     - 1946     GOOD             NGS
 QB0562
 QB0562                          STATION DESCRIPTION
 QB0562
 QB0562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 QB0562'8.1 MI S FROM ROBINETTE.
 QB0562'ALONG THE HOMESTEAD BRANCH OF THE UNION PACIFIC RAILROAD, 8.1 MILES
 QB0562'SOUTH OF THE STATION AT ROBINETTE, 2.3 MILES SOUTH OF THE STATION AT
 QB0562'STURGILL, AT THE SOUTH END OF WOODEN TRESTLE NO. 24.81, 3.0 FEET EAST
 QB0562'OF THE EAST RAIL, 2.1 FEET BELOW THE BASE OF THE RAILS, THE HEAD OF AN
 QB0562'IRON SPIKE (DRIFT BOLT) DRIVEN IN THE TOP OF AND 0.6 FOOT WEST OF THE
 QB0562'EAST END OF A 12X12-INCH WOODEN SILL ACROSS THE SOUTH END OF THE
 QB0562'TRESTLE, PAINTED USSBM NO. 2.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0258 ***********************************************************************
 NZ0258  DESIGNATION -  2
 NZ0258  PID         -  NZ0258
 NZ0258  STATE/COUNTY-  OR/DOUGLAS
 NZ0258  USGS QUAD   -  RAGSDALE BUTTE (1989)
 NZ0258
 NZ0258                         *CURRENT SURVEY CONTROL
 NZ0258  ___________________________________________________________________
 NZ0258* NAD 83(1986)-  42 50 58.     (N)    122 51 25.     (W)     SCALED    
 NZ0258* NAVD 88     -       484.330  (meters)    1589.01   (feet)  ADJUSTED  
 NZ0258  ___________________________________________________________________
 NZ0258  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 NZ0258  DYNAMIC HT  -         484.136 (meters)    1588.37  (feet)  COMP
 NZ0258  MODELED GRAV-     980,206.5   (mgal)                       NAVD 88
 NZ0258
 NZ0258  VERT ORDER  -  SECOND    CLASS 0
 NZ0258
 NZ0258.The horizontal coordinates were scaled from a topographic map and have
 NZ0258.an estimated accuracy of +/- 6 seconds.
 NZ0258
 NZ0258.The orthometric height was determined by differential leveling
 NZ0258.and adjusted in June 1991.
 NZ0258
 NZ0258.The geoid height was determined by GEOID03.
 NZ0258
 NZ0258.The dynamic height is computed by dividing the NAVD 88
 NZ0258.geopotential number by the normal gravity value computed on the
 NZ0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0258.degrees latitude (g = 980.6199 gals.).
 NZ0258
 NZ0258.The modeled gravity was interpolated from observed gravity values.
 NZ0258
 NZ0258;                    North         East    Units  Estimated Accuracy
 NZ0258;SPC OR S     -   134,100.    1,307,390.      MT  (+/- 180 meters Scaled)
 NZ0258
 NZ0258                          SUPERSEDED SURVEY CONTROL
 NZ0258
 NZ0258  NGVD 29 (??/??/92)  483.245  (m)         1585.45   (f) ADJ UNCH    2 0
 NZ0258
 NZ0258.Superseded values are not recommended for survey control.
 NZ0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0258.See file dsdata.txt to determine how the superseded data were derived.
 NZ0258
 NZ0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN116441(NAD 83)
 NZ0258_MARKER: Q = CHISELED SQUARE
 NZ0258_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NZ0258_SP_SET: BRIDGE
 NZ0258_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NZ0258
 NZ0258  HISTORY     - Date     Condition        Report By
 NZ0258  HISTORY     - UNK      MONUMENTED       BPR
 NZ0258  HISTORY     - 1949     GOOD             NGS
 NZ0258  HISTORY     - 1960     MARK NOT FOUND   NGS
 NZ0258
 NZ0258                          STATION DESCRIPTION
 NZ0258
 NZ0258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 NZ0258'3.3 MI SE FROM DREW.
 NZ0258'3.3 MILES SOUTHEAST ALONG STATE HIGHWAY 227 FROM THE POST OFFICE AT
 NZ0258'DREW, AT HIGHWAY BRIDGE 230-32.2 OVER ELK CREEK, IN THE CENTER OF THE
 NZ0258'SOUTH EDGE OF THE CONCRETE DECK, AND ABOUT LEVEL WITH THE HIGHWAY.
 NZ0258
 NZ0258                          STATION RECOVERY (1960)
 NZ0258
 NZ0258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 NZ0258'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0060 ***********************************************************************
 NZ0060  DESIGNATION -  2
 NZ0060  PID         -  NZ0060
 NZ0060  STATE/COUNTY-  OR/JACKSON
 NZ0060  USGS QUAD   -  UNION CREEK (1989)
 NZ0060
 NZ0060                         *CURRENT SURVEY CONTROL
 NZ0060  ___________________________________________________________________
 NZ0060* NAD 83(1986)-  42 55 59.     (N)    122 25 17.     (W)     SCALED    
 NZ0060* NAVD 88     -      1065.951  (meters)    3497.21   (feet)  ADJUSTED  
 NZ0060  ___________________________________________________________________
 NZ0060  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 NZ0060  DYNAMIC HT  -        1065.421 (meters)    3495.47  (feet)  COMP
 NZ0060  MODELED GRAV-     980,087.2   (mgal)                       NAVD 88
 NZ0060
 NZ0060  VERT ORDER  -  SECOND    CLASS 0
 NZ0060
 NZ0060.The horizontal coordinates were scaled from a topographic map and have
 NZ0060.an estimated accuracy of +/- 6 seconds.
 NZ0060
 NZ0060.The orthometric height was determined by differential leveling
 NZ0060.and adjusted in June 1991.
 NZ0060
 NZ0060.The geoid height was determined by GEOID03.
 NZ0060
 NZ0060.The dynamic height is computed by dividing the NAVD 88
 NZ0060.geopotential number by the normal gravity value computed on the
 NZ0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0060.degrees latitude (g = 980.6199 gals.).
 NZ0060
 NZ0060.The modeled gravity was interpolated from observed gravity values.
 NZ0060
 NZ0060;                    North         East    Units  Estimated Accuracy
 NZ0060;SPC OR S     -   142,470.    1,343,190.      MT  (+/- 180 meters Scaled)
 NZ0060
 NZ0060                          SUPERSEDED SURVEY CONTROL
 NZ0060
 NZ0060  NGVD 29 (??/??/92) 1064.723  (m)         3493.18   (f) ADJ UNCH    2 0
 NZ0060
 NZ0060.Superseded values are not recommended for survey control.
 NZ0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0060.See file dsdata.txt to determine how the superseded data were derived.
 NZ0060
 NZ0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN472535(NAD 83)
 NZ0060_MARKER: DD = SURVEY DISK
 NZ0060_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NZ0060_SP_SET: BRIDGE
 NZ0060_STAMPING: 3493 2 1939
 NZ0060_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NZ0060
 NZ0060  HISTORY     - Date     Condition        Report By
 NZ0060  HISTORY     - 1939     MONUMENTED       BPR
 NZ0060  HISTORY     - 1969     GOOD             NGS
 NZ0060
 NZ0060                          STATION DESCRIPTION
 NZ0060
 NZ0060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 NZ0060'2.3 MI NE FROM UNION CREEK.
 NZ0060'1.3 MILES NORTHEAST ALONG STATE HIGHWAY 62 FROM THE UNION CREEK RANGER
 NZ0060'STATION TO THE JUNCTION WITH STATE HIGHWAY 230, THENCE NORTH ALONG
 NZ0060'STATE HIGHWAY 230 FOR 1.0 MILE TO THE BRIDGE OVER BYBEE CREEK AND THE
 NZ0060'BENCH MARK IN THE TOP OF THE SOUTH CONCRETE WING WALL, 300 FEET NORTH
 NZ0060'OF A T ROAD TO MT. STELLA LOOKOUT, 225 FEET SOUTH OF MILE POST NO. 1,
 NZ0060'AND 18 FEET EAST OF THE CENTER OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0618 ***********************************************************************
 NY0618  DESIGNATION -  2
 NY0618  PID         -  NY0618
 NY0618  STATE/COUNTY-  OR/KLAMATH
 NY0618  USGS QUAD   -  SUN PASS (1985)
 NY0618
 NY0618                         *CURRENT SURVEY CONTROL
 NY0618  ___________________________________________________________________
 NY0618* NAD 83(1986)-  42 49 20.     (N)    121 55 42.     (W)     SCALED    
 NY0618* NAVD 88     -      1526.521  (meters)    5008.26   (feet)  POSTED    
 NY0618  ___________________________________________________________________
 NY0618  GEOID HEIGHT-         -21.88  (meters)                     GEOID03
 NY0618  DYNAMIC HT  -        1525.610 (meters)    5005.27  (feet)  COMP
 NY0618  MODELED GRAV-     979,971.4   (mgal)                       NAVD 88
 NY0618
 NY0618  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 NY0618
 NY0618.The horizontal coordinates were scaled from a topographic map and have
 NY0618.an estimated accuracy of +/- 6 seconds.
 NY0618
 NY0618.The orthometric height was determined by differential leveling
 NY0618.and adjusted by the  in 1992.
 NY0618.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 NY0618.rate of 1.1 thru 2.0 mm/km.
 NY0618
 NY0618.The geoid height was determined by GEOID03.
 NY0618
 NY0618.The dynamic height is computed by dividing the NAVD 88
 NY0618.geopotential number by the normal gravity value computed on the
 NY0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0618.degrees latitude (g = 980.6199 gals.).
 NY0618
 NY0618.The modeled gravity was interpolated from observed gravity values.
 NY0618
 NY0618;                    North         East    Units  Estimated Accuracy
 NY0618;SPC OR S     -   129,360.    1,383,210.      MT  (+/- 180 meters Scaled)
 NY0618
 NY0618                          SUPERSEDED SURVEY CONTROL
 NY0618
 NY0618  NGVD 29 (??/??/92) 1525.208  (m)         5003.95   (f) ADJ UNCH    2 0
 NY0618
 NY0618.Superseded values are not recommended for survey control.
 NY0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0618.See file dsdata.txt to determine how the superseded data were derived.
 NY0618
 NY0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN876416(NAD 83)
 NY0618_MARKER: DD = SURVEY DISK
 NY0618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0618_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NY0618_STAMPING: 5004 3077 2 1928
 NY0618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0618+STABILITY: SURFACE MOTION
 NY0618
 NY0618  HISTORY     - Date     Condition        Report By
 NY0618  HISTORY     - 1928     MONUMENTED       BPR
 NY0618  HISTORY     - 1931     GOOD             NGS
 NY0618
 NY0618                          STATION DESCRIPTION
 NY0618
 NY0618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 NY0618'IN JCT HWY 232 AND US 97.
 NY0618'AT THE JUNCTION OF THE DALLES-CALIFORNIA HIGHWAY (U.S. 97) AND STATE
 NY0618'HIGHWAY 232, KLAMATH COUNTY, NORTHWEST OF THE DALLES CALIFORNIA
 NY0618'HIGHWAY, AT MILEAGE 236, AND IN THE SOUTHWEST TRIANGLE OF THE
 NY0618'JUNCTION.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK,
 NY0618'STAMPED 5004 3077 2 1928 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH1012 ***********************************************************************
 OH1012  DESIGNATION -  2
 OH1012  PID         -  OH1012
 OH1012  STATE/COUNTY-  OR/MALHEUR
 OH1012  USGS QUAD   -  LITTLE VALLEY (1990)
 OH1012
 OH1012                         *CURRENT SURVEY CONTROL
 OH1012  ___________________________________________________________________
 OH1012* NAD 83(1986)-  43 52 43.     (N)    117 35 13.     (W)     SCALED    
 OH1012* NAVD 88     -       763.295  (meters)    2504.24   (feet)  ADJUSTED  
 OH1012  ___________________________________________________________________
 OH1012  GEOID HEIGHT-         -18.05  (meters)                     GEOID03
 OH1012  DYNAMIC HT  -         763.030 (meters)    2503.37  (feet)  COMP
 OH1012  MODELED GRAV-     980,247.9   (mgal)                       NAVD 88
 OH1012
 OH1012  VERT ORDER  -  FIRST     CLASS II
 OH1012
 OH1012.The horizontal coordinates were scaled from a topographic map and have
 OH1012.an estimated accuracy of +/- 6 seconds.
 OH1012
 OH1012.The orthometric height was determined by differential leveling
 OH1012.and adjusted in June 1991.
 OH1012
 OH1012.The geoid height was determined by GEOID03.
 OH1012
 OH1012.The dynamic height is computed by dividing the NAVD 88
 OH1012.geopotential number by the normal gravity value computed on the
 OH1012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH1012.degrees latitude (g = 980.6199 gals.).
 OH1012
 OH1012.The modeled gravity was interpolated from observed gravity values.
 OH1012
 OH1012;                    North         East    Units  Estimated Accuracy
 OH1012;SPC OR S     -   249,790.    1,734,070.      MT  (+/- 180 meters Scaled)
 OH1012
 OH1012                          SUPERSEDED SURVEY CONTROL
 OH1012
 OH1012  NGVD 29 (??/??/92)  762.264  (m)         2500.86   (f) ADJ UNCH    1 2
 OH1012
 OH1012.Superseded values are not recommended for survey control.
 OH1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1012.See file dsdata.txt to determine how the superseded data were derived.
 OH1012
 OH1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ528585(NAD 83)
 OH1012_MARKER: S = SPIKE
 OH1012_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OH1012_SP_SET: CULVERT
 OH1012_STAMPING: B.M. 2
 OH1012_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH1012
 OH1012  HISTORY     - Date     Condition        Report By
 OH1012  HISTORY     - UNK      MONUMENTED       UPRR
 OH1012  HISTORY     - 1944     GOOD             NGS
 OH1012
 OH1012                          STATION DESCRIPTION
 OH1012
 OH1012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 OH1012'1.7 MI NE FROM HARPER.
 OH1012'1.7 MILES NORTHEAST ALONG THE OREGON SHORT LINE RAILROAD FROM THE
 OH1012'STATION AT HARPER, SET IN THE NORTHEAST CORNER OF THE SOUTHEAST
 OH1012'HEADWALL OF CULVERT NO. 40.41, 20.7 FEET EAST-SOUTHEAST OF BENCH MARK
 OH1012'B-385, 7.2 FEET SOUTHEAST OF SOUTHEAST RAIL OF TRACK, 0.8 FOOT
 OH1012'SOUTHWEST OF THE NORTHEAST END OF HEADWALL.  A RAILROAD SPIKE CEMENTED
 OH1012'IN HEADWALL.  NOTE-- THE HEAD OF SPIKE WAS STAMPED B.M. 2 BY U.S.C.
 OH1012'AND G.S.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3575 ***********************************************************************
 RD3575  DESIGNATION -  2
 RD3575  PID         -  RD3575
 RD3575  STATE/COUNTY-  OR/MULTNOMAH
 RD3575  USGS QUAD   -  SAUVIE ISLAND (1990)
 RD3575
 RD3575                         *CURRENT SURVEY CONTROL
 RD3575  ___________________________________________________________________
 RD3575* NAD 83(1991)-  45 40 12.32057(N)    122 46 25.91409(W)     ADJUSTED  
 RD3575* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 RD3575  ___________________________________________________________________
 RD3575  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 RD3575  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 RD3575  HORZ ORDER  -  THIRD
 RD3575
 RD3575.The horizontal coordinates were established by classical geodetic methods
 RD3575.and adjusted by the National Geodetic Survey in October 1991.
 RD3575
 RD3575.The orthometric height was scaled from a topographic map.
 RD3575
 RD3575.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3575
 RD3575.The geoid height was determined by GEOID03.
 RD3575
 RD3575;                    North         East     Units Scale Factor Converg.
 RD3575;SPC OR N     -   225,120.192 2,322,850.291   MT  0.99993285   -1 36 45.3
 RD3575;SPC OR N     -   738,583.31  7,620,899.90   iFT  0.99993285   -1 36 45.3
 RD3575;SPC WA S     -    39,984.922   322,832.281   MT  1.00004100   -1 39 06.2
 RD3575;SPC WA S     -   131,183.86  1,059,158.91   sFT  1.00004100   -1 39 06.2
 RD3575;UTM  10      - 5,057,418.050   517,613.928   MT  0.99960381   +0 09 42.3
 RD3575
 RD3575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3575!SPC OR N     -   1.00000341  x   0.99993285  =   0.99993626
 RD3575!SPC WA S     -   1.00000341  x   1.00004100  =   1.00004441
 RD3575!UTM  10      -   1.00000341  x   0.99960381  =   0.99960722
 RD3575
 RD3575:                Primary Azimuth Mark                     Grid Az
 RD3575:SPC OR N     -  1                                        085 03 45.8
 RD3575:SPC WA S     -  1                                        085 06 06.7
 RD3575:UTM  10      -  1                                        083 17 18.2
 RD3575
 RD3575|---------------------------------------------------------------------|
 RD3575| PID    Reference Object                     Distance      Geod. Az  |
 RD3575|                                                           dddmmss.s |
 RD3575| RD3581 1                                   APPROX. 0.9 KM 0832700.5 |
 RD3575|---------------------------------------------------------------------|
 RD3575
 RD3575                          SUPERSEDED SURVEY CONTROL
 RD3575
 RD3575  NAD 83(1986)-  45 40 12.34008(N)    122 46 25.91506(W) AD(       ) 3
 RD3575  NAD 27      -  45 40 12.91700(N)    122 46 21.55200(W) AD(       ) 3
 RD3575
 RD3575.Superseded values are not recommended for survey control.
 RD3575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3575.See file dsdata.txt to determine how the superseded data were derived.
 RD3575
 RD3575_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1761457418(NAD 83)
 RD3575
 RD3575  HISTORY     - Date     Condition        Report By
 RD3575  HISTORY     - 1913     MONUMENTED       USE
 RD3575  HISTORY     - 1960     SEE DESCRIPTION  CGS
 RD3575
 RD3575                          STATION DESCRIPTION
 RD3575
 RD3575'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (FN)
 RD3575'THERE IS NO PREVIOUS DESCRIPTION OF THIS STATION.  IT WAS
 RD3575'PLOTTED ON A PLANIMETRIC MAP.  A SEARCH WAS MADE AND INQUIRIES
 RD3575'WERE MADE OF LOCAL PEOPLE.  THE LOCAL PEOPLE HAD NEVER SEEN
 RD3575'THE STATION.
 RD3575'
 RD3575'STATION SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0983 ***********************************************************************
 NZ0983  DESIGNATION -  2
 NZ0983  PID         -  NZ0983
 NZ0983  STATE/COUNTY-  OR/JACKSON
 NZ0983  USGS QUAD   -  EMIGRANT LAKE (1983)
 NZ0983
 NZ0983                         *CURRENT SURVEY CONTROL
 NZ0983  ___________________________________________________________________
 NZ0983* NAD 83(1986)-  42 07 50.     (N)    122 33 58.     (W)     SCALED    
 NZ0983* NAVD 88     -       706.332  (meters)    2317.36   (feet)  ADJUSTED  
 NZ0983  ___________________________________________________________________
 NZ0983  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 NZ0983  DYNAMIC HT  -         705.979 (meters)    2316.20  (feet)  COMP
 NZ0983  MODELED GRAV-     980,099.9   (mgal)                       NAVD 88
 NZ0983
 NZ0983  VERT ORDER  -  FIRST     CLASS II
 NZ0983
 NZ0983.The horizontal coordinates were scaled from a topographic map and have
 NZ0983.an estimated accuracy of +/- 6 seconds.
 NZ0983
 NZ0983.The orthometric height was determined by differential leveling
 NZ0983.and adjusted in June 1991.
 NZ0983
 NZ0983.The geoid height was determined by GEOID03.
 NZ0983
 NZ0983.The dynamic height is computed by dividing the NAVD 88
 NZ0983.geopotential number by the normal gravity value computed on the
 NZ0983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0983.degrees latitude (g = 980.6199 gals.).
 NZ0983
 NZ0983.The modeled gravity was interpolated from observed gravity values.
 NZ0983
 NZ0983;                    North         East    Units  Estimated Accuracy
 NZ0983;SPC OR S     -    53,640.    1,329,180.      MT  (+/- 180 meters Scaled)
 NZ0983
 NZ0983                          SUPERSEDED SURVEY CONTROL
 NZ0983
 NZ0983.No superseded survey control is available for this station.
 NZ0983
 NZ0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM358643(NAD 83)
 NZ0983_MARKER: DB = BENCH MARK DISK
 NZ0983_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NZ0983_SP_SET: HEADWALL
 NZ0983_STAMPING: 2
 NZ0983_MARK LOGO: OR-029
 NZ0983_MAGNETIC: N = NO MAGNETIC MATERIAL
 NZ0983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0983+STABILITY: SURFACE MOTION
 NZ0983_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NZ0983+SATELLITE: SATELLITE OBSERVATIONS - May 24, 1988
 NZ0983
 NZ0983  HISTORY     - Date     Condition        Report By
 NZ0983  HISTORY     - UNK      MONUMENTED       OR-029
 NZ0983  HISTORY     - 19880524 GOOD             NGS
 NZ0983
 NZ0983                          STATION DESCRIPTION
 NZ0983
 NZ0983'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 NZ0983'12.9 KM (8.00 MI) EASTERLY ALONG STATE HIGHWAY 66 FROM THE JUNCTION OF
 NZ0983'INTERSTATE HIGHWAY 5 IN ASHLAND, THENCE 0.5 KM (0.30 MI) EAST ALONG
 NZ0983'BUCKHORN ROAD, IN TOP OF AND 0.4 M (1.3 FT) NORTHWEST OF THE
 NZ0983'SOUTHEAST END OF THE SOUTHEAST CONCRETE HEADWALL OF BRIDGE NUMBER 47
 NZ0983'SPANNING CARTER CREEK, 6.1 M (20.0 FT) SOUTHWEST OF THE CENTER OF THE
 NZ0983'ROAD, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0731 ***********************************************************************
 PA0731  DESIGNATION -  2 122 A
 PA0731  PID         -  PA0731
 PA0731  STATE/COUNTY-  OR/HARNEY
 PA0731  USGS QUAD   -  BARTLETT MTN (1977)
 PA0731
 PA0731                         *CURRENT SURVEY CONTROL
 PA0731  ___________________________________________________________________
 PA0731* NAD 83(1991)-  43 39 28.14676(N)    118 22 52.26241(W)     ADJUSTED  
 PA0731* NAVD 88     -      1423.3    (meters)    4670.     (feet)  VERTCON   
 PA0731  ___________________________________________________________________
 PA0731  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 PA0731  GEOID HEIGHT-         -18.45  (meters)                     GEOID03
 PA0731  HORZ ORDER  -  THIRD
 PA0731
 PA0731.The horizontal coordinates were established by classical geodetic methods
 PA0731.and adjusted by the National Geodetic Survey in October 1991.
 PA0731
 PA0731.The NAVD 88 height was computed by applying the VERTCON shift value to
 PA0731.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PA0731
 PA0731.The Laplace correction was computed from DEFLEC99 derived deflections.
 PA0731
 PA0731.The geoid height was determined by GEOID03.
 PA0731
 PA0731;                    North         East     Units Scale Factor Converg.
 PA0731;SPC OR S     -   223,347.522 1,670,885.788   MT  0.99993103   +1 26 58.5
 PA0731;SPC OR S     -   732,767.46  5,481,908.75   iFT  0.99993103   +1 26 58.5
 PA0731;UTM  11      - 4,834,795.430   388,629.846   MT  0.99975256   -0 57 13.0
 PA0731
 PA0731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PA0731!SPC OR S     -   0.99977976  x   0.99993103  =   0.99971080
 PA0731!UTM  11      -   0.99977976  x   0.99975256  =   0.99953237
 PA0731
 PA0731:                Primary Azimuth Mark                     Grid Az
 PA0731:SPC OR S     -  COLE VA                                  182 14 29.4
 PA0731:UTM  11      -  COLE VA                                  184 38 40.9
 PA0731
 PA0731|---------------------------------------------------------------------|
 PA0731| PID    Reference Object                     Distance      Geod. Az  |
 PA0731|                                                           dddmmss.s |
 PA0731| PA0737 COLE VA                             APPROX. 6.5 KM 1834127.9 |
 PA0731|---------------------------------------------------------------------|
 PA0731
 PA0731                          SUPERSEDED SURVEY CONTROL
 PA0731
 PA0731  NAD 83(1986)-  43 39 28.15011(N)    118 22 52.25324(W) AD(       ) 3
 PA0731  NGVD 29 (01/12/90) 1422.1    (m)         4666.     (f) VERT ANG    3  
 PA0731
 PA0731.Superseded values are not recommended for survey control.
 PA0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0731.See file dsdata.txt to determine how the superseded data were derived.
 PA0731
 PA0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ8863034795(NAD 83)
 PA0731_MARKER: H = DRILL HOLE
 PA0731_SETTING: 66 = SET IN ROCK OUTCROP
 PA0731_SP_SET: SET IN ROCK OUTCROP
 PA0731_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PA0731+STABILITY: POSITION/ELEVATION WELL
 PA0731
 PA0731  HISTORY     - Date     Condition        Report By
 PA0731  HISTORY     - 1973     MONUMENTED       USGS
 PA0731
 PA0731                          STATION DESCRIPTION
 PA0731
 PA0731'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 PA0731'LOCATED 12.3 MI E. OF BUCHANAN, 10.2 MI S. OF DREWSEY, 1.2 MI W.
 PA0731'OF LITTLE STINKING WATER CREEK.  ON NORTH END OF RIDGE AND
 PA0731'PROMINENT ROCK OUTCROP.
 PA0731'
 PA0731'TO REACH NOT GIVEN.
 PA0731'
 PA0731'STATION MARK--1-INCH DRILL HOLE 2 INCHES DEEP IN ROCK OUTCROP.
 PA0731'
 PA0731'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3593 ***********************************************************************
 RD3593  DESIGNATION -  2 2
 RD3593  PID         -  RD3593
 RD3593  STATE/COUNTY-  OR/MULTNOMAH
 RD3593  USGS QUAD   -  SAUVIE ISLAND (1990)
 RD3593
 RD3593                         *CURRENT SURVEY CONTROL
 RD3593  ___________________________________________________________________
 RD3593* NAD 83(1991)-  45 40 12.16390(N)    122 46 27.94046(W)     ADJUSTED  
 RD3593* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 RD3593  ___________________________________________________________________
 RD3593  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 RD3593  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 RD3593  HORZ ORDER  -  THIRD
 RD3593
 RD3593.The horizontal coordinates were established by classical geodetic methods
 RD3593.and adjusted by the National Geodetic Survey in October 1991.
 RD3593
 RD3593.The orthometric height was scaled from a topographic map.
 RD3593
 RD3593.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3593
 RD3593.The geoid height was determined by GEOID03.
 RD3593
 RD3593;                    North         East     Units Scale Factor Converg.
 RD3593;SPC OR N     -   225,116.592 2,322,806.314   MT  0.99993284   -1 36 46.8
 RD3593;SPC OR N     -   738,571.50  7,620,755.62   iFT  0.99993284   -1 36 46.8
 RD3593;SPC WA S     -    39,981.351   322,788.297   MT  1.00004101   -1 39 07.7
 RD3593;SPC WA S     -   131,172.15  1,059,014.60   sFT  1.00004101   -1 39 07.7
 RD3593;UTM  10      - 5,057,413.091   517,570.099   MT  0.99960380   +0 09 40.9
 RD3593
 RD3593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3593!SPC OR N     -   1.00000325  x   0.99993284  =   0.99993609
 RD3593!SPC WA S     -   1.00000325  x   1.00004101  =   1.00004426
 RD3593!UTM  10      -   1.00000325  x   0.99960380  =   0.99960705
 RD3593
 RD3593:                Primary Azimuth Mark                     Grid Az
 RD3593:SPC OR N     -  LOWER WILLOW BAR RANGE 1913              014 54 01.4
 RD3593:SPC WA S     -  LOWER WILLOW BAR RANGE 1913              014 56 22.3
 RD3593:UTM  10      -  LOWER WILLOW BAR RANGE 1913              013 07 33.7
 RD3593
 RD3593|---------------------------------------------------------------------|
 RD3593| PID    Reference Object                     Distance      Geod. Az  |
 RD3593|                                                           dddmmss.s |
 RD3593| RD3518 LOWER WILLOW BAR RANGE 1913         APPROX. 5.5 KM 0131714.6 |
 RD3593| RD3517 LOWER WILLOW BAR RGE 1913           APPROX. 5.4 KM 0134124.0 |
 RD3593| RD3602 ONE 3 USE 1912                      APPROX. 0.9 KM 0672536.6 |
 RD3593| RD3524 MTN VIEW DAIRY FARM 1913            APPROX. 1.1 KM 0901528.5 |
 RD3593| RD3434 YELLOW HOUSE NORTH CHIMNEY          APPROX. 1.1 KM 0935136.7 |
 RD3593| RD3520 SCHOOLHOUSE BELFRY 1913             APPROX. 1.3 KM 1054324.8 |
 RD3593| RD3547 WINDMILL WHITE TANK 1913            APPROX. 1.5 KM 1145131.3 |
 RD3593| CE1342 2 2 RM 1                             55.550 METERS 28117     |
 RD3593| RD3493 MORGANS HIGH TK OF WINDMILL         APPROX. 0.8 KM 3424726.1 |
 RD3593| RD3488 MORGANS WHARF LIGHT                 APPROX. 0.8 KM 3452150.1 |
 RD3593|---------------------------------------------------------------------|
 RD3593
 RD3593                          SUPERSEDED SURVEY CONTROL
 RD3593
 RD3593  NAD 83(1986)-  45 40 12.18329(N)    122 46 27.94139(W) AD(       ) 3
 RD3593  NAD 27      -  45 40 12.76300(N)    122 46 23.58000(W) AD(       ) 3
 RD3593
 RD3593.Superseded values are not recommended for survey control.
 RD3593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3593.See file dsdata.txt to determine how the superseded data were derived.
 RD3593
 RD3593_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1757057413(NAD 83)
 RD3593_MARKER: DD = SURVEY DISK
 RD3593_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RD3593
 RD3593  HISTORY     - Date     Condition        Report By
 RD3593  HISTORY     - 1912     MONUMENTED       USE
 RD3593  HISTORY     - 1960     MARK NOT FOUND   CGS
 RD3593
 RD3593                          STATION DESCRIPTION
 RD3593
 RD3593'DESCRIBED BY US ENGINEERS 1912
 RD3593'THE STATION IS IN AN OPEN, UNCULTIVATED FIELD AND IS MARKED BY AN
 RD3593'IRON PIPE 3 FEET LONG SET IN A CONCRETE PIER ABOUT 1 FOOT SQUARE
 RD3593'AND 8 INCHES DEEP.  THE TOP OF THE PIER BEARS THE INSCRIPTION
 RD3593'U.S.E. AND NAME OR ABBREVIATION OF NAME OF STATION.  THE PIPE
 RD3593'EXTENDS ABOUT 6 INCHES ABOVE THE PIER AND IN ITS TOP IS A
 RD3593'STANDARD U.S.E. DISK SET IN CEMENT.  THE REFERENCE MARK IS A
 RD3593'STANDARD DISK SET IN AN IRREGULAR PIER OF CONCRETE, THE TOP
 RD3593'OF WHICH IS SPHERICAL IN SHAPE AND PROJECTS FROM 6 TO 8
 RD3593'INCHES ABOVE THE SURFACE OF THE GROUND.  THERE IS NO
 RD3593'UNDERGROUND MARK.
 RD3593
 RD3593                          STATION RECOVERY (1960)
 RD3593
 RD3593'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FN)
 RD3593'STATION WAS NOT RECOVERED.  THE FARMER OF THE LAND WHERE IT WAS
 RD3593'THINKS THAT THE STATION WAS DESTROYED SEVERAL YEARS AGO BY FARM
 RD3593'MACHINERY.
 RD3593'
 RD3593'STATION SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0732 ***********************************************************************
 PA0732  DESIGNATION -  2 28 VA
 PA0732  PID         -  PA0732
 PA0732  STATE/COUNTY-  OR/HARNEY
 PA0732  USGS QUAD   -  MAHON CREEK (1973)
 PA0732
 PA0732                         *CURRENT SURVEY CONTROL
 PA0732  ___________________________________________________________________
 PA0732* NAD 83(1991)-  43 35 37.64761(N)    118 32 13.42167(W)     ADJUSTED  
 PA0732* NAVD 88     -      1495.7    (meters)    4907.     (feet)  VERTCON   
 PA0732  ___________________________________________________________________
 PA0732  LAPLACE CORR-           5.62  (seconds)                    DEFLEC99
 PA0732  GEOID HEIGHT-         -18.57  (meters)                     GEOID03
 PA0732  HORZ ORDER  -  THIRD
 PA0732
 PA0732.The horizontal coordinates were established by classical geodetic methods
 PA0732.and adjusted by the National Geodetic Survey in October 1991.
 PA0732
 PA0732.The NAVD 88 height was computed by applying the VERTCON shift value to
 PA0732.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PA0732
 PA0732.The Laplace correction was computed from DEFLEC99 derived deflections.
 PA0732
 PA0732.The geoid height was determined by GEOID03.
 PA0732
 PA0732;                    North         East     Units Scale Factor Converg.
 PA0732;SPC OR S     -   215,929.855 1,658,483.124   MT  0.99992211   +1 20 34.6
 PA0732;SPC OR S     -   708,431.28  5,441,217.60   iFT  0.99992211   +1 20 34.6
 PA0732;UTM  11      - 4,827,905.397   375,929.051   MT  0.99978935   -1 03 36.0
 PA0732
 PA0732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PA0732!SPC OR S     -   0.99976842  x   0.99992211  =   0.99969055
 PA0732!UTM  11      -   0.99976842  x   0.99978935  =   0.99955782
 PA0732
 PA0732:                Primary Azimuth Mark                     Grid Az
 PA0732:SPC OR S     -  CLEAR VA                                 050 11 37.5
 PA0732:UTM  11      -  CLEAR VA                                 052 35 48.1
 PA0732
 PA0732|---------------------------------------------------------------------|
 PA0732| PID    Reference Object                     Distance      Geod. Az  |
 PA0732|                                                           dddmmss.s |
 PA0732| PA0736 CLEAR VA                            APPROX. 3.9 KM 0513212.1 |
 PA0732|---------------------------------------------------------------------|
 PA0732
 PA0732                          SUPERSEDED SURVEY CONTROL
 PA0732
 PA0732  NAD 83(1986)-  43 35 37.65268(N)    118 32 13.41595(W) AD(       ) 3
 PA0732  NGVD 29 (01/12/90) 1494.5    (m)         4903.     (f) VERT ANG    3  
 PA0732
 PA0732.Superseded values are not recommended for survey control.
 PA0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0732.See file dsdata.txt to determine how the superseded data were derived.
 PA0732
 PA0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ7592927905(NAD 83)
 PA0732_MARKER: DS = TRIANGULATION STATION DISK
 PA0732_SETTING: 80 = SET IN A BOULDER
 PA0732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0732+STABILITY: SURFACE MOTION
 PA0732
 PA0732  HISTORY     - Date     Condition        Report By
 PA0732  HISTORY     - 1973     MONUMENTED       USGS
 PA0732
 PA0732                          STATION DESCRIPTION
 PA0732
 PA0732'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 PA0732'LOCATED 12.6 MI NNE. OF CRANE, 5.6 MI SE. OF BUCHANAN.  ON SOUTH
 PA0732'END OF RIDGE.
 PA0732'
 PA0732'TO REACH NOT GIVEN.
 PA0732'
 PA0732'STATION MARK--2-1/2 INCH IRON TABLET
 PA0732'STAMPED---2-28 1973 USGS VABM---, SET IN BOULDER.
 PA0732'
 PA0732'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0606 ***********************************************************************
 NW0606  DESIGNATION -  2 BKC
 NW0606  PID         -  NW0606
 NW0606  STATE/COUNTY-  OR/MALHEUR
 NW0606  USGS QUAD   -  INDIAN FORT (1980)
 NW0606
 NW0606                         *CURRENT SURVEY CONTROL
 NW0606  ___________________________________________________________________
 NW0606* NAD 83(1986)-  42 42 22.     (N)    117 24 36.     (W)     SCALED    
 NW0606* NAVD 88     -      1365.556  (meters)    4480.16   (feet)  ADJUSTED  
 NW0606  ___________________________________________________________________
 NW0606  GEOID HEIGHT-         -17.68  (meters)                     GEOID03
 NW0606  DYNAMIC HT  -        1364.782 (meters)    4477.62  (feet)  COMP
 NW0606  MODELED GRAV-     980,005.7   (mgal)                       NAVD 88
 NW0606
 NW0606  VERT ORDER  -  SECOND    CLASS 0
 NW0606
 NW0606.The horizontal coordinates were scaled from a topographic map and have
 NW0606.an estimated accuracy of +/- 6 seconds.
 NW0606
 NW0606.The orthometric height was determined by differential leveling
 NW0606.and adjusted in August 1995.
 NW0606
 NW0606.The geoid height was determined by GEOID03.
 NW0606
 NW0606.The dynamic height is computed by dividing the NAVD 88
 NW0606.geopotential number by the normal gravity value computed on the
 NW0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0606.degrees latitude (g = 980.6199 gals.).
 NW0606
 NW0606.The modeled gravity was interpolated from observed gravity values.
 NW0606
 NW0606;                    North         East    Units  Estimated Accuracy
 NW0606;SPC OR S     -   120,130.    1,753,080.      MT  (+/- 180 meters Scaled)
 NW0606
 NW0606                          SUPERSEDED SURVEY CONTROL
 NW0606
 NW0606.No superseded survey control is available for this station.
 NW0606
 NW0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH664282(NAD 83)
 NW0606_MARKER: DB = BENCH MARK DISK
 NW0606_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0606_SP_SET: COPPER-CLAD STEEL ROD
 NW0606_STAMPING: 2 BKC 1973 4476
 NW0606_MARK LOGO: USGS  
 NW0606_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0606_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0606_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0606+SATELLITE: SATELLITE OBSERVATIONS - 1973
 NW0606
 NW0606  HISTORY     - Date     Condition        Report By
 NW0606  HISTORY     - 1973     MONUMENTED       USGS
 NW0606
 NW0606                          STATION DESCRIPTION
 NW0606
 NW0606'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 NW0606'FROM ROME, OREGON PROCEED 16.6 MILES SOUTH ALONG A DIRT ROAD, 1.8
 NW0606'MILES SOUTH OF AN OLD CABIN, 30 FEET WEST OF THE CENTERLINE OF THE
 NW0606'ROAD, SET ON A COPPER-COATED STEEL ROD DRIVEN TO REFUSAL (ROD DEPTH
 NW0606'UNKNOWN), ENCASED IN 6-INCH BLACK PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB1163 ***********************************************************************
 QB1163  DESIGNATION -  2 EDN
 QB1163  PID         -  QB1163
 QB1163  STATE/COUNTY-  OR/MALHEUR
 QB1163  USGS QUAD   -  BROGAN (1990)
 QB1163
 QB1163                         *CURRENT SURVEY CONTROL
 QB1163  ___________________________________________________________________
 QB1163* NAD 83(1986)-  44 14 42.     (N)    117 30 58.     (W)     SCALED    
 QB1163* NAVD 88     -       796.600  (meters)    2613.51   (feet)  ADJUSTED  
 QB1163  ___________________________________________________________________
 QB1163  GEOID HEIGHT-         -17.58  (meters)                     GEOID03
 QB1163  DYNAMIC HT  -         796.334 (meters)    2612.64  (feet)  COMP
 QB1163  MODELED GRAV-     980,259.7   (mgal)                       NAVD 88
 QB1163
 QB1163  VERT ORDER  -  FIRST     CLASS II
 QB1163
 QB1163.The horizontal coordinates were scaled from a topographic map and have
 QB1163.an estimated accuracy of +/- 6 seconds.
 QB1163
 QB1163.The orthometric height was determined by differential leveling
 QB1163.and adjusted in June 1991.
 QB1163
 QB1163.The geoid height was determined by GEOID03.
 QB1163
 QB1163.The dynamic height is computed by dividing the NAVD 88
 QB1163.geopotential number by the normal gravity value computed on the
 QB1163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB1163.degrees latitude (g = 980.6199 gals.).
 QB1163
 QB1163.The modeled gravity was interpolated from observed gravity values.
 QB1163
 QB1163;                    North         East    Units  Estimated Accuracy
 QB1163;SPC OR S     -   290,670.    1,738,310.      MT  (+/- 180 meters Scaled)
 QB1163
 QB1163                          SUPERSEDED SURVEY CONTROL
 QB1163
 QB1163.No superseded survey control is available for this station.
 QB1163
 QB1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ587992(NAD 83)
 QB1163_MARKER: DB = BENCH MARK DISK
 QB1163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB1163_SP_SET: CONCRETE POST
 QB1163_STAMPING: 2610 2 EDN 1961
 QB1163_MARK LOGO: USGS  
 QB1163_PROJECTION: FLUSH
 QB1163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB1163+STABILITY: SURFACE MOTION
 QB1163
 QB1163  HISTORY     - Date     Condition        Report By
 QB1163  HISTORY     - 1961     MONUMENTED       USGS
 QB1163  HISTORY     - 1985     GOOD             NGS
 QB1163
 QB1163                          STATION DESCRIPTION
 QB1163
 QB1163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QB1163'IN BROGAN.
 QB1163'AT BROGAN, IN THE EAST CORNER OF THE STATE HIGHWAY MAINTENANCE YARD,
 QB1163'IN THE INSIDE OF AN ANGLE IRON FENCE CORNER, 0.25 KM (0.16 MI)
 QB1163'NORTHWEST OF MILEPOST 255, 13.4 METERS (44 FT) SOUTHWEST OF THE
 QB1163'HIGHWAY CENTERLINE, 29.9 METERS (98 FT) EAST-NORTHEAST OF THE EAST
 QB1163'CORNER OF THE MAINTENANCE STATION, 8.2 METERS (27 FT) EAST OF THE EAST
 QB1163'CORNER OF A CONCRETE FOUNDATION, 1.2 METERS (4 FT) NORTHWEST OF THE
 QB1163'NORTHEAST-SOUTHWEST PORTION OF THE FENCE.
 QB1163'THE MARK IS 0.2 METERS  NE FROM  A WITNESS POST
 QB1163'THE MARK IS 0.4 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2692 ***********************************************************************
 QE2692  DESIGNATION -  2 KJO
 QE2692  PID         -  QE2692
 QE2692  STATE/COUNTY-  OR/LINCOLN
 QE2692  USGS QUAD   -  HARLAN (1984)
 QE2692
 QE2692                         *CURRENT SURVEY CONTROL
 QE2692  ___________________________________________________________________
 QE2692* NAD 83(1986)-  44 32 33.     (N)    123 42 07.     (W)     SCALED    
 QE2692* NAVD 88     -        77.480  (meters)     254.20   (feet)  ADJUSTED  
 QE2692  ___________________________________________________________________
 QE2692  GEOID HEIGHT-         -22.24  (meters)                     GEOID03
 QE2692  DYNAMIC HT  -          77.478 (meters)     254.19  (feet)  COMP
 QE2692  MODELED GRAV-     980,591.5   (mgal)                       NAVD 88
 QE2692
 QE2692  VERT ORDER  -  SECOND    CLASS I
 QE2692
 QE2692.The horizontal coordinates were scaled from a topographic map and have
 QE2692.an estimated accuracy of +/- 6 seconds.
 QE2692
 QE2692.The orthometric height was determined by differential leveling
 QE2692.and adjusted in August 1995.
 QE2692
 QE2692.The geoid height was determined by GEOID03.
 QE2692
 QE2692.The dynamic height is computed by dividing the NAVD 88
 QE2692.geopotential number by the normal gravity value computed on the
 QE2692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE2692.degrees latitude (g = 980.6199 gals.).
 QE2692
 QE2692.The modeled gravity was interpolated from observed gravity values.
 QE2692
 QE2692;                    North         East    Units  Estimated Accuracy
 QE2692;SPC OR N     -   102,370.    2,245,610.      MT  (+/- 180 meters Scaled)
 QE2692
 QE2692                          SUPERSEDED SURVEY CONTROL
 QE2692
 QE2692.No superseded survey control is available for this station.
 QE2692
 QE2692_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ442323(NAD 83)
 QE2692_MARKER: DB = BENCH MARK DISK
 QE2692_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QE2692_SP_SET: COPPER-CLAD STEEL ROD
 QE2692_STAMPING: 2 KJO 1979 251
 QE2692_MARK LOGO: USGS  
 QE2692_PROJECTION: PROJECTING 8 CENTIMETERS
 QE2692_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE2692_ROD/PIPE-DEPTH: 9.14 meters
 QE2692
 QE2692  HISTORY     - Date     Condition        Report By
 QE2692  HISTORY     - 1979     MONUMENTED       USGS
 QE2692
 QE2692                          STATION DESCRIPTION
 QE2692
 QE2692'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 QE2692'0.7 KM (0.41 MI) SW FROM HARLAN.
 QE2692'HARLAN, 0.41 MI SW OF.  94 FT N OF BRIDGE, ABOUT 75 FT W OF Y-RD, 33
 QE2692'FT S OF CENTERLINE OF RD, 24 FT NW OF CENTERLINE OF GRANT RIDGE ROAD,
 QE2692'24 FT W OF WESTERN CORNER OF STEEL CATTLE GUARD, 5 FT E OF EASTERN
 QE2692'END OF STEEL GATE, 1.5 FT N OF FENCE.
 QE2692'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0773 ***********************************************************************
 PA0773  DESIGNATION -  2 LRC
 PA0773  PID         -  PA0773
 PA0773  STATE/COUNTY-  OR/LAKE
 PA0773  USGS QUAD   -  LOCUST BUTTE (1984)
 PA0773
 PA0773                         *CURRENT SURVEY CONTROL
 PA0773  ___________________________________________________________________
 PA0773* NAD 83(1986)-  43 13 45.     (N)    119 54 01.     (W)     SCALED    
 PA0773* NAVD 88     -      1441.209  (meters)    4728.37   (feet)  ADJUSTED  
 PA0773  ___________________________________________________________________
 PA0773  GEOID HEIGHT-         -19.82  (meters)                     GEOID03
 PA0773  DYNAMIC HT  -        1440.424 (meters)    4725.79  (feet)  COMP
 PA0773  MODELED GRAV-     980,024.8   (mgal)                       NAVD 88
 PA0773
 PA0773  VERT ORDER  -  SECOND    CLASS 0
 PA0773
 PA0773.The horizontal coordinates were scaled from a topographic map and have
 PA0773.an estimated accuracy of +/- 6 seconds.
 PA0773
 PA0773.The orthometric height was determined by differential leveling
 PA0773.and adjusted in August 1995.
 PA0773
 PA0773.The geoid height was determined by GEOID03.
 PA0773
 PA0773.The dynamic height is computed by dividing the NAVD 88
 PA0773.geopotential number by the normal gravity value computed on the
 PA0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0773.degrees latitude (g = 980.6199 gals.).
 PA0773
 PA0773.The modeled gravity was interpolated from observed gravity values.
 PA0773
 PA0773;                    North         East    Units  Estimated Accuracy
 PA0773;SPC OR S     -   173,740.    1,548,710.      MT  (+/- 180 meters Scaled)
 PA0773
 PA0773                          SUPERSEDED SURVEY CONTROL
 PA0773
 PA0773.No superseded survey control is available for this station.
 PA0773
 PA0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKH644903(NAD 83)
 PA0773_MARKER: DB = BENCH MARK DISK
 PA0773_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PA0773+WITH SETTING: INFORMATION.
 PA0773_SP_SET: METAL ROD DRIVEN INTO GROUND
 PA0773_STAMPING: 2 LRC 1970 4724
 PA0773_MARK LOGO: USGS  
 PA0773_MAGNETIC: I = MARKER IS A STEEL ROD
 PA0773_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PA0773
 PA0773  HISTORY     - Date     Condition        Report By
 PA0773  HISTORY     - 1970     MONUMENTED       USGS
 PA0773
 PA0773                          STATION DESCRIPTION
 PA0773
 PA0773'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 PA0773'FROM WAGONTIRE, OREGON, PROCEED 1.9 MILES SOUTHWEST ALONG U S HIGHWAY
 PA0773'395, AT A LONG CURVE TO THE SOUTH, 69 FEET NORTHWEST OF AND ABOUT 39
 PA0773'INCHES LOWER THAN THE CENTERLINE OF THE HIGHWAY, 5 FEET SOUTH OF A
 PA0773'WITNESS POST.  THE ROD DEPTH IS UNKNOWN AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0420 ***********************************************************************
 PB0420  DESIGNATION -  2 M
 PB0420  PID         -  PB0420
 PB0420  STATE/COUNTY-  OR/KLAMATH
 PB0420  USGS QUAD   -  MAZAMA (1967)
 PB0420
 PB0420                         *CURRENT SURVEY CONTROL
 PB0420  ___________________________________________________________________
 PB0420* NAD 83(1986)-  43 04 53.     (N)    121 50 37.     (W)     SCALED    
 PB0420* NAVD 88     -      1407.767  (meters)    4618.65   (feet)  ADJUSTED  
 PB0420  ___________________________________________________________________
 PB0420  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 PB0420  DYNAMIC HT  -        1406.991 (meters)    4616.10  (feet)  COMP
 PB0420  MODELED GRAV-     980,019.4   (mgal)                       NAVD 88
 PB0420
 PB0420  VERT ORDER  -  FIRST     CLASS II
 PB0420
 PB0420.The horizontal coordinates were scaled from a topographic map and have
 PB0420.an estimated accuracy of +/- 6 seconds.
 PB0420
 PB0420.The orthometric height was determined by differential leveling
 PB0420.and adjusted in June 1991.
 PB0420
 PB0420.The geoid height was determined by GEOID03.
 PB0420
 PB0420.The dynamic height is computed by dividing the NAVD 88
 PB0420.geopotential number by the normal gravity value computed on the
 PB0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0420.degrees latitude (g = 980.6199 gals.).
 PB0420
 PB0420.The modeled gravity was interpolated from observed gravity values.
 PB0420
 PB0420;                    North         East    Units  Estimated Accuracy
 PB0420;SPC OR S     -   158,030.    1,390,600.      MT  (+/- 180 meters Scaled)
 PB0420
 PB0420                          SUPERSEDED SURVEY CONTROL
 PB0420
 PB0420  NGVD 29 (??/??/92) 1406.487  (m)         4614.45   (f) ADJ UNCH    1 2
 PB0420
 PB0420.Superseded values are not recommended for survey control.
 PB0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0420.See file dsdata.txt to determine how the superseded data were derived.
 PB0420
 PB0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN941705(NAD 83)
 PB0420_MARKER: DD = SURVEY DISK
 PB0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0420_STAMPING: 2 M 4614 1933
 PB0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0420+STABILITY: SURFACE MOTION
 PB0420
 PB0420  HISTORY     - Date     Condition        Report By
 PB0420  HISTORY     - 1933     MONUMENTED       USGS
 PB0420  HISTORY     - 1941     GOOD             NGS
 PB0420
 PB0420                          STATION DESCRIPTION
 PB0420
 PB0420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 PB0420'1.0 MI W FROM DIAMOND-CRATER LAKE JCT.
 PB0420'ALONG STATE HIGHWAY 230, 1.0 MILE WEST OF THE JUNCTION WITH U. S.
 PB0420'HIGHWAY 97, AT SURVEY STATION 50 00, 35 FEET NORTH OF CENTER OF
 PB0420'HIGHWAY, WITNESS POST MARKED USBM.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0282 ***********************************************************************
 QE0282  DESIGNATION -  2 M
 QE0282  PID         -  QE0282
 QE0282  STATE/COUNTY-  OR/LANE
 QE0282  USGS QUAD   -  LEABURG (1988)
 QE0282
 QE0282                         *CURRENT SURVEY CONTROL
 QE0282  ___________________________________________________________________
 QE0282* NAD 83(1986)-  44 04 56.     (N)    122 44 52.     (W)     SCALED    
 QE0282* NAVD 88     -       192.137  (meters)     630.37   (feet)  ADJUSTED  
 QE0282  ___________________________________________________________________
 QE0282  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 QE0282  DYNAMIC HT  -         192.102 (meters)     630.25  (feet)  COMP
 QE0282  MODELED GRAV-     980,431.9   (mgal)                       NAVD 88
 QE0282
 QE0282  VERT ORDER  -  FIRST     CLASS II
 QE0282
 QE0282.The horizontal coordinates were scaled from a topographic map and have
 QE0282.an estimated accuracy of +/- 6 seconds.
 QE0282
 QE0282.The orthometric height was determined by differential leveling
 QE0282.and adjusted in June 1991.
 QE0282.WARNING-Repeat measurements at this control monument indicate possible
 QE0282.vertical movement.
 QE0282
 QE0282.The geoid height was determined by GEOID03.
 QE0282
 QE0282.The dynamic height is computed by dividing the NAVD 88
 QE0282.geopotential number by the normal gravity value computed on the
 QE0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0282.degrees latitude (g = 980.6199 gals.).
 QE0282
 QE0282.The modeled gravity was interpolated from observed gravity values.
 QE0282
 QE0282;                    North         East    Units  Estimated Accuracy
 QE0282;SPC OR S     -   270,760.    1,319,980.      MT  (+/- 180 meters Scaled)
 QE0282
 QE0282                          SUPERSEDED SURVEY CONTROL
 QE0282
 QE0282  NGVD 29 (??/??/92)  191.016  (m)          626.69   (f) ADJ UNCH    1 2
 QE0282
 QE0282.Superseded values are not recommended for survey control.
 QE0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0282.See file dsdata.txt to determine how the superseded data were derived.
 QE0282
 QE0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP201810(NAD 83)
 QE0282_MARKER: DD = SURVEY DISK
 QE0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0282_STAMPING: 2 M 1927 626.469
 QE0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0282+STABILITY: SURFACE MOTION
 QE0282
 QE0282  HISTORY     - Date     Condition        Report By
 QE0282  HISTORY     - 1927     MONUMENTED       USGS
 QE0282  HISTORY     - 1943     GOOD             NGS
 QE0282  HISTORY     - 1987     MARK NOT FOUND   NGS
 QE0282
 QE0282                          STATION DESCRIPTION
 QE0282
 QE0282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QE0282'3.0 MI NE FROM WALTERVILLE.
 QE0282'ABOUT 3.0 MILES NORTHEAST ALONG U.S. HIGHWAY 28 FROM THE CANAL BRIDGE
 QE0282'AT WALTERVILLE, LANE COUNTY, SET IN THE SOUTHWEST CORNER OF A SCHOOL
 QE0282'YARD, 7.5 FEET EAST OF A NORTH-SOUTH FENCE, 33.5 FEET NORTH OF THE
 QE0282'CENTER LINE OF THE HIGHWAY, PROJECTING ABOUT 4-INCHES ABOVE THE
 QE0282'GROUND, 2.0 FEET WEST OF A WHITE REFERENCE POST.
 QE0282
 QE0282                          STATION RECOVERY (1987)
 QE0282
 QE0282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE0282'A THOROUGH SEARCH WAS MADE WITH NO EVIDENCE OF THE MARK FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0841 ***********************************************************************
 PB0841  DESIGNATION -  2 PSM
 PB0841  PID         -  PB0841
 PB0841  STATE/COUNTY-  OR/LAKE
 PB0841  USGS QUAD   -  PETERS CREEK SINK (1982)
 PB0841
 PB0841                         *CURRENT SURVEY CONTROL
 PB0841  ___________________________________________________________________
 PB0841* NAD 83(1986)-  43 26 27.     (N)    120 35 46.     (W)     SCALED    
 PB0841* NAVD 88     -      1320.582  (meters)    4332.61   (feet)  ADJUSTED  
 PB0841  ___________________________________________________________________
 PB0841  GEOID HEIGHT-         -20.32  (meters)                     GEOID03
 PB0841  DYNAMIC HT  -        1319.912 (meters)    4330.41  (feet)  COMP
 PB0841  MODELED GRAV-     980,066.1   (mgal)                       NAVD 88
 PB0841
 PB0841  VERT ORDER  -  THIRD
 PB0841
 PB0841.The horizontal coordinates were scaled from a topographic map and have
 PB0841.an estimated accuracy of +/- 6 seconds.
 PB0841
 PB0841.The orthometric height was determined by differential leveling
 PB0841.and adjusted in August 1995.
 PB0841
 PB0841.The geoid height was determined by GEOID03.
 PB0841
 PB0841.The dynamic height is computed by dividing the NAVD 88
 PB0841.geopotential number by the normal gravity value computed on the
 PB0841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0841.degrees latitude (g = 980.6199 gals.).
 PB0841
 PB0841.The modeled gravity was interpolated from observed gravity values.
 PB0841
 PB0841;                    North         East    Units  Estimated Accuracy
 PB0841;SPC OR S     -   197,080.    1,492,220.      MT  (+/- 180 meters Scaled)
 PB0841
 PB0841                          SUPERSEDED SURVEY CONTROL
 PB0841
 PB0841.No superseded survey control is available for this station.
 PB0841
 PB0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP945125(NAD 83)
 PB0841_MARKER: DB = BENCH MARK DISK
 PB0841_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PB0841_SP_SET: COPPER-CLAD STEEL ROD
 PB0841_STAMPING: 2 PSM 1978 4329
 PB0841_MARK LOGO: USGS  
 PB0841_PROJECTION: PROJECTING 8 CENTIMETERS
 PB0841_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PB0841_ROD/PIPE-DEPTH: 4.57 meters
 PB0841
 PB0841  HISTORY     - Date     Condition        Report By
 PB0841  HISTORY     - 1978     MONUMENTED       USGS
 PB0841
 PB0841                          STATION DESCRIPTION
 PB0841
 PB0841'DESCRIBED BY US GEOLOGICAL SURVEY 1978
 PB0841'29.0 KM (18.00 MI) NNE FROM CHRISTMAS VALLEY.
 PB0841'CHRISTMAS VALLEY PO, 2.0 MI E OF, THENCE 16.0 MI N ALONG MILLICAN RD.
 PB0841'AT X-RD, ABOUT 1000 FT SE OF SINK WELLS, AT NE CORNER OF SEC 6 T25S
 PB0841'R18E, 24 FT W OF CATTLE GUARD, 24 FT S OF RD, 6 FT E OF FENCE CORNER,
 PB0841'1 FT N OF FENCE, 3 FT E OF POWERPOLE WITH WITNESS SIGN, ROD DRIVEN TO
 PB0841'REFUSAL, ENCASED IN GREEN PLASTIC PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2727 ***********************************************************************
 QE2727  DESIGNATION -  2 RBO
 QE2727  PID         -  QE2727
 QE2727  STATE/COUNTY-  OR/LINCOLN
 QE2727  USGS QUAD   -  TOLEDO NORTH (1984)
 QE2727
 QE2727                         *CURRENT SURVEY CONTROL
 QE2727  ___________________________________________________________________
 QE2727* NAD 83(1986)-  44 40 58.     (N)    123 57 16.     (W)     SCALED    
 QE2727* NAVD 88     -        13.912  (meters)      45.64   (feet)  ADJUSTED  
 QE2727  ___________________________________________________________________
 QE2727  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 QE2727  DYNAMIC HT  -          13.911 (meters)      45.64  (feet)  COMP
 QE2727  MODELED GRAV-     980,604.2   (mgal)                       NAVD 88
 QE2727
 QE2727  VERT ORDER  -  SECOND    CLASS I
 QE2727
 QE2727.The horizontal coordinates were scaled from a topographic map and have
 QE2727.an estimated accuracy of +/- 6 seconds.
 QE2727
 QE2727.The orthometric height was determined by differential leveling
 QE2727.and adjusted in August 1995.
 QE2727
 QE2727.The geoid height was determined by GEOID03.
 QE2727
 QE2727.The dynamic height is computed by dividing the NAVD 88
 QE2727.geopotential number by the normal gravity value computed on the
 QE2727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE2727.degrees latitude (g = 980.6199 gals.).
 QE2727
 QE2727.The modeled gravity was interpolated from observed gravity values.
 QE2727
 QE2727;                    North         East    Units  Estimated Accuracy
 QE2727;SPC OR N     -   118,770.    2,226,230.      MT  (+/- 180 meters Scaled)
 QE2727
 QE2727                          SUPERSEDED SURVEY CONTROL
 QE2727
 QE2727.No superseded survey control is available for this station.
 QE2727
 QE2727_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ243481(NAD 83)
 QE2727_MARKER: DB = BENCH MARK DISK
 QE2727_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QE2727_SP_SET: ALUMINUM ALLOY ROD
 QE2727_STAMPING: 2 RBO 1979 42
 QE2727_MARK LOGO: USGS  
 QE2727_PROJECTION: PROJECTING 8 CENTIMETERS
 QE2727_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE2727_ROD/PIPE-DEPTH: 7.92 meters
 QE2727
 QE2727  HISTORY     - Date     Condition        Report By
 QE2727  HISTORY     - 1979     MONUMENTED       USGS
 QE2727
 QE2727                          STATION DESCRIPTION
 QE2727
 QE2727'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 QE2727'8.0 KM (5.00 MI) NORTH FROM TOLEDO.
 QE2727'TOLEDO, 1.45 MI NW OF, ALONG US HWY BUSINESS 20, THENCE 3.55 MI N
 QE2727'ALONG OR HWY 229.  SILETZ, 3.7 MI S OF, ALONG OR HWY 229.  AT SMALL
 QE2727'TURNOUT OPPOSITE SMALL CUT BANK, 0.45 MI N OF MILEPOST 28, 0.1 MI S
 QE2727'OF PAVED RD E, 35 FT SE OF CENTERLINE OF OR HWY 229, 34 FT W OF 2-FT
 QE2727'DIAMETER SPRUCE TREE, 121 FT N OF 18-INCH CORRUGATED METAL CULVERT,
 QE2727'ENCASED IN 6-INCH PLASTIC PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0702 ***********************************************************************
 NW0702  DESIGNATION -  2 RTV
 NW0702  PID         -  NW0702
 NW0702  STATE/COUNTY-  OR/MALHEUR
 NW0702  USGS QUAD   -  BOWDEN WATERHOLE (1982)
 NW0702
 NW0702                         *CURRENT SURVEY CONTROL
 NW0702  ___________________________________________________________________
 NW0702* NAD 83(1986)-  42 12 51.     (N)    117 46 08.     (W)     SCALED    
 NW0702* NAVD 88     -      1456.257  (meters)    4777.74   (feet)  ADJUSTED  
 NW0702  ___________________________________________________________________
 NW0702  GEOID HEIGHT-         -18.40  (meters)                     GEOID03
 NW0702  DYNAMIC HT  -        1455.310 (meters)    4774.63  (feet)  COMP
 NW0702  MODELED GRAV-     979,920.9   (mgal)                       NAVD 88
 NW0702
 NW0702  VERT ORDER  -  SECOND    CLASS 0
 NW0702
 NW0702.The horizontal coordinates were scaled from a topographic map and have
 NW0702.an estimated accuracy of +/- 6 seconds.
 NW0702
 NW0702.The orthometric height was determined by differential leveling
 NW0702.and adjusted in August 1995.
 NW0702
 NW0702.The geoid height was determined by GEOID03.
 NW0702
 NW0702.The dynamic height is computed by dividing the NAVD 88
 NW0702.geopotential number by the normal gravity value computed on the
 NW0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0702.degrees latitude (g = 980.6199 gals.).
 NW0702
 NW0702.The modeled gravity was interpolated from observed gravity values.
 NW0702
 NW0702;                    North         East    Units  Estimated Accuracy
 NW0702;SPC OR S     -    64,500.    1,725,480.      MT  (+/- 180 meters Scaled)
 NW0702
 NW0702                          SUPERSEDED SURVEY CONTROL
 NW0702
 NW0702.No superseded survey control is available for this station.
 NW0702
 NW0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG365738(NAD 83)
 NW0702_MARKER: DB = BENCH MARK DISK
 NW0702_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 NW0702_SP_SET: FOUNDATION
 NW0702_STAMPING: 2 RTV 1979
 NW0702_MARK LOGO: USGS  
 NW0702_MAGNETIC: N = NO MAGNETIC MATERIAL
 NW0702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NW0702+STABILITY: SURFACE MOTION
 NW0702
 NW0702  HISTORY     - Date     Condition        Report By
 NW0702  HISTORY     - 1979     MONUMENTED       USGS
 NW0702
 NW0702                          STATION DESCRIPTION
 NW0702
 NW0702'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 NW0702'FROM THE MCDERMITT, NEVADA POST OFFICE, PROCEED 15.3 MILES NORTH
 NW0702'ALONG U S HIGHWAY 95, THENCE 0.15 MILE EAST, 201 FEET WEST OF A
 NW0702'CATTLEGUARD, 23 FEET NORTH OF THE CENTERLINE OF THE ROAD, IN THE WEST
 NW0702'CONCRETE FOUNDATION, 1 FOOT NORTH OF THE SOUTH END OF THE FOUNDATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0399 ***********************************************************************
 QE0399  DESIGNATION -  2 S
 QE0399  PID         -  QE0399
 QE0399  STATE/COUNTY-  OR/MARION
 QE0399  USGS QUAD   -  STOUT MOUNTAIN (1985)
 QE0399
 QE0399                         *CURRENT SURVEY CONTROL
 QE0399  ___________________________________________________________________
 QE0399* NAD 83(1986)-  44 47 16.     (N)    122 40 05.     (W)     SCALED    
 QE0399* NAVD 88     -       180.812  (meters)     593.21   (feet)  ADJUSTED  
 QE0399  ___________________________________________________________________
 QE0399  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 QE0399  DYNAMIC HT  -         180.786 (meters)     593.13  (feet)  COMP
 QE0399  MODELED GRAV-     980,471.3   (mgal)                       NAVD 88
 QE0399
 QE0399  VERT ORDER  -  FIRST     CLASS II
 QE0399
 QE0399.The horizontal coordinates were scaled from a topographic map and have
 QE0399.an estimated accuracy of +/- 6 seconds.
 QE0399
 QE0399.The orthometric height was determined by differential leveling
 QE0399.and adjusted in June 1991.
 QE0399
 QE0399.The geoid height was determined by GEOID03.
 QE0399
 QE0399.The dynamic height is computed by dividing the NAVD 88
 QE0399.geopotential number by the normal gravity value computed on the
 QE0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0399.degrees latitude (g = 980.6199 gals.).
 QE0399
 QE0399.The modeled gravity was interpolated from observed gravity values.
 QE0399
 QE0399;                    North         East    Units  Estimated Accuracy
 QE0399;SPC OR N     -   126,880.    2,328,460.      MT  (+/- 180 meters Scaled)
 QE0399
 QE0399                          SUPERSEDED SURVEY CONTROL
 QE0399
 QE0399  NGVD 29 (??/??/92)  179.763  (m)          589.77   (f) ADJ UNCH    1 2
 QE0399
 QE0399.Superseded values are not recommended for survey control.
 QE0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0399.See file dsdata.txt to determine how the superseded data were derived.
 QE0399
 QE0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ262594(NAD 83)
 QE0399_MARKER: DD = SURVEY DISK
 QE0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0399_STAMPING: 2 S 1925
 QE0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0399+STABILITY: SURFACE MOTION
 QE0399
 QE0399  HISTORY     - Date     Condition        Report By
 QE0399  HISTORY     - 1925     MONUMENTED       USGS
 QE0399  HISTORY     - 1941     GOOD             NGS
 QE0399  HISTORY     - 1967     GOOD             NGS
 QE0399
 QE0399                          STATION DESCRIPTION
 QE0399
 QE0399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QE0399'6.8 MI E FROM STAYTON.
 QE0399'ALONG NORTH SANTIAM HIGHWAY ABOUT 300 FEET EAST OF BLUM MAIL BOX, 25
 QE0399'FEET WEST OF BARN GATE, SOUTH SIDE OF HIGHWAY.  U.S.B.M. WITNESS POST
 QE0399'IS SET NEAR THE MARK.
 QE0399
 QE0399                          STATION RECOVERY (1967)
 QE0399
 QE0399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 QE0399'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0712 ***********************************************************************
 NW0712  DESIGNATION -  2 STR
 NW0712  PID         -  NW0712
 NW0712  STATE/COUNTY-  OR/MALHEUR
 NW0712  USGS QUAD   -  FLAT TOP MTN (1980)
 NW0712
 NW0712                         *CURRENT SURVEY CONTROL
 NW0712  ___________________________________________________________________
 NW0712* NAD 83(1986)-  42 41 19.     (N)    117 55 53.     (W)     SCALED    
 NW0712* NAVD 88     -      1214.875  (meters)    3985.80   (feet)  ADJUSTED  
 NW0712  ___________________________________________________________________
 NW0712  GEOID HEIGHT-         -18.45  (meters)                     GEOID03
 NW0712  DYNAMIC HT  -        1214.214 (meters)    3983.63  (feet)  COMP
 NW0712  MODELED GRAV-     980,035.2   (mgal)                       NAVD 88
 NW0712
 NW0712  VERT ORDER  -  SECOND    CLASS 0
 NW0712
 NW0712.The horizontal coordinates were scaled from a topographic map and have
 NW0712.an estimated accuracy of +/- 6 seconds.
 NW0712
 NW0712.The orthometric height was determined by differential leveling
 NW0712.and adjusted in August 1995.
 NW0712
 NW0712.The geoid height was determined by GEOID03.
 NW0712
 NW0712.The dynamic height is computed by dividing the NAVD 88
 NW0712.geopotential number by the normal gravity value computed on the
 NW0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0712.degrees latitude (g = 980.6199 gals.).
 NW0712
 NW0712.The modeled gravity was interpolated from observed gravity values.
 NW0712
 NW0712;                    North         East    Units  Estimated Accuracy
 NW0712;SPC OR S     -   116,750.    1,710,450.      MT  (+/- 180 meters Scaled)
 NW0712
 NW0712                          SUPERSEDED SURVEY CONTROL
 NW0712
 NW0712.No superseded survey control is available for this station.
 NW0712
 NW0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH237266(NAD 83)
 NW0712_MARKER: DB = BENCH MARK DISK
 NW0712_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NW0712+WITH SETTING: INFORMATION.
 NW0712_SP_SET: SHALLOW-SET METAL ROD
 NW0712_STAMPING: 2 STR 1975 3982
 NW0712_MARK LOGO: USGS  
 NW0712_MAGNETIC: N = NO MAGNETIC MATERIAL
 NW0712_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NW0712_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0712+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2000
 NW0712
 NW0712  HISTORY     - Date     Condition        Report By
 NW0712  HISTORY     - 1975     MONUMENTED       USGS
 NW0712  HISTORY     - 20000316 GOOD             NGS
 NW0712
 NW0712                          STATION DESCRIPTION
 NW0712
 NW0712'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 NW0712'17.5 KM (10.90 MI) SOUTH FROM BURNS JUNCTION.
 NW0712'BURNS JCT, 6.5 MI S OF, ALONG US HWY 95, THENCE 1.3 MI SW ALONG
 NW0712'GRADED RD TO GATE, THENCE 1.95 MI N AND W TO Y-RD, THENCE 1.1 MI W
 NW0712'ALONG TRACK RD.  38 FT N OF CENTERLINE OF RD, SET ON COPPER-COATED
 NW0712'ROD OF UNRECORDED DEPTH, PROJECTING 0.2 FT.
 NW0712
 NW0712                          STATION RECOVERY (2000)
 NW0712
 NW0712'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 NW0712'10.3 KM (6.40 MI) SOUTHERLY ALONG U.S. HIGHWAY 95 FROM THE MOST
 NW0712'EASTERLY JUNCTION OF STATE HIGHWAY 78 AT BURNS JUNCTION, THENCE 2.1 KM
 NW0712'(1.30 MI) WESTERLY ALONG A GRAVELED ROAD TO A FENCE, A GATE, AND A
 NW0712'TRACK ROAD LEADING NORTH, THENCE 0.2 KM (0.10 MI) NORTHERLY ALONG THE
 NW0712'TRACK ROAD TO A GATE, THENCE 3.0 KM (1.85 MI) WESTERLY ALONG A TRACK
 NW0712'ROAD TO A FORK IN THE ROAD, THENCE 1.7 KM (1.05 MI) WESTERLY ALONG THE
 NW0712'WESTBOUND FORK OF THE ROAD, AND 9.6 M (31.5 FT) NORTH OF AND LEVEL
 NW0712'WITH THE ROAD CENTER.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY THE
 NW0712'BUREAU OF LAND MANAGEMENT, CONTACT SHELDON SAXTON, 100 OREGON STREET,
 NW0712'VALE, OREGON 97918-9630.  THE DISK IS ENCASED IN AN 8-INCH PVC PIPE
 NW0712'AND PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE. THE ROD DEPTH IS
 NW0712'UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0171 ***********************************************************************
 PB0171  DESIGNATION -  20
 PB0171  PID         -  PB0171
 PB0171  STATE/COUNTY-  OR/DESCHUTES
 PB0171  USGS QUAD   -  MILLICAN (1967)
 PB0171
 PB0171                         *CURRENT SURVEY CONTROL
 PB0171  ___________________________________________________________________
 PB0171* NAD 83(1986)-  43 54 06.     (N)    120 59 23.     (W)     SCALED    
 PB0171* NAVD 88     -      1278.728  (meters)    4195.29   (feet)  ADJUSTED  
 PB0171  ___________________________________________________________________
 PB0171  GEOID HEIGHT-         -20.45  (meters)                     GEOID03
 PB0171  DYNAMIC HT  -        1278.162 (meters)    4193.44  (feet)  COMP
 PB0171  MODELED GRAV-     980,131.4   (mgal)                       NAVD 88
 PB0171
 PB0171  VERT ORDER  -  FIRST     CLASS II
 PB0171
 PB0171.The horizontal coordinates were scaled from a topographic map and have
 PB0171.an estimated accuracy of +/- 6 seconds.
 PB0171
 PB0171.The orthometric height was determined by differential leveling
 PB0171.and adjusted in June 1991.
 PB0171
 PB0171.The geoid height was determined by GEOID03.
 PB0171
 PB0171.The dynamic height is computed by dividing the NAVD 88
 PB0171.geopotential number by the normal gravity value computed on the
 PB0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0171.degrees latitude (g = 980.6199 gals.).
 PB0171
 PB0171.The modeled gravity was interpolated from observed gravity values.
 PB0171
 PB0171;                    North         East    Units  Estimated Accuracy
 PB0171;SPC OR S     -   248,390.    1,460,660.      MT  (+/- 180 meters Scaled)
 PB0171
 PB0171                          SUPERSEDED SURVEY CONTROL
 PB0171
 PB0171  NGVD 29 (??/??/92) 1277.539  (m)         4191.39   (f) ADJ UNCH    1 2
 PB0171
 PB0171.Superseded values are not recommended for survey control.
 PB0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0171.See file dsdata.txt to determine how the superseded data were derived.
 PB0171
 PB0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP614629(NAD 83)
 PB0171_MARKER: DD = SURVEY DISK
 PB0171_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 PB0171_SP_SET: UNSP. ROCK
 PB0171_STAMPING: 20 1927 4192
 PB0171_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PB0171
 PB0171  HISTORY     - Date     Condition        Report By
 PB0171  HISTORY     - 1927     MONUMENTED       ORDT
 PB0171  HISTORY     - 1943     GOOD             NGS
 PB0171
 PB0171                          STATION DESCRIPTION
 PB0171
 PB0171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PB0171'3.8 MI NW FROM MILLICAN.
 PB0171'THIS MARK IS ABOUT 3.8 MILES NORTHWEST ALONG U.S. HIGHWAY 20 FROM THE
 PB0171'POST OFFICE AT MILLICAN, DESCHUTES COUNTY, 0.3 MILE EAST OF A ROAD
 PB0171'LEADING SOUTHEAST, 0.1 0.1 MILE EAST OF A ROAD LEADING NORTH TO SOME
 PB0171'INDIAN WRITINGS, SET ON THE WEST BANK OF A SMALL WASH, IN THE TOP OF A
 PB0171'ROCK, 41.0 FEET NORTHEAST OF A POWER POLE, 58.0 FEET SOUTHWEST OF THE
 PB0171'CENTER LINE OF THE HIGHWAY, 2.0 FEET NORTH OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3598 ***********************************************************************
 RD3598  DESIGNATION -  20
 RD3598  PID         -  RD3598
 RD3598  STATE/COUNTY-  OR/MULTNOMAH
 RD3598  USGS QUAD   -  SAUVIE ISLAND (1990)
 RD3598
 RD3598                         *CURRENT SURVEY CONTROL
 RD3598  ___________________________________________________________________
 RD3598* NAD 83(1991)-  45 37 32.02374(N)    122 47 40.82340(W)     ADJUSTED  
 RD3598* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 RD3598  ___________________________________________________________________
 RD3598  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 RD3598  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 RD3598  HORZ ORDER  -  THIRD
 RD3598
 RD3598.The horizontal coordinates were established by classical geodetic methods
 RD3598.and adjusted by the National Geodetic Survey in October 1991.
 RD3598
 RD3598.The orthometric height was scaled from a topographic map.
 RD3598
 RD3598.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3598
 RD3598.The geoid height was determined by GEOID03.
 RD3598
 RD3598;                    North         East     Units Scale Factor Converg.
 RD3598;SPC OR N     -   220,219.454 2,321,089.094   MT  0.99992635   -1 37 38.5
 RD3598;SPC OR N     -   722,504.77  7,615,121.70   iFT  0.99992635   -1 37 38.5
 RD3598;SPC WA S     -    35,084.817   321,067.514   MT  1.00005356   -1 40 00.6
 RD3598;SPC WA S     -   115,107.44  1,053,369.00   sFT  1.00005356   -1 40 00.6
 RD3598;UTM  10      - 5,052,466.748   516,005.834   MT  0.99960315   +0 08 48.4
 RD3598
 RD3598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3598!SPC OR N     -   1.00000341  x   0.99992635  =   0.99992976
 RD3598!SPC WA S     -   1.00000341  x   1.00005356  =   1.00005697
 RD3598!UTM  10      -   1.00000341  x   0.99960315  =   0.99960656
 RD3598
 RD3598:                Primary Azimuth Mark                     Grid Az
 RD3598:SPC OR N     -  18                                       012 56 17.8
 RD3598:SPC WA S     -  18                                       012 58 39.9
 RD3598:UTM  10      -  18                                       011 09 50.9
 RD3598
 RD3598|---------------------------------------------------------------------|
 RD3598| PID    Reference Object                     Distance      Geod. Az  |
 RD3598|                                                           dddmmss.s |
 RD3598| RD3589 18                                  APPROX. 1.1 KM 0111839.3 |
 RD3598|---------------------------------------------------------------------|
 RD3598
 RD3598                          SUPERSEDED SURVEY CONTROL
 RD3598
 RD3598  NAD 83(1986)-  45 37 32.04315(N)    122 47 40.82523(W) AD(       ) 3
 RD3598  NAD 27      -  45 37 32.62200(N)    122 47 36.46200(W) AD(       ) 3
 RD3598
 RD3598.Superseded values are not recommended for survey control.
 RD3598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3598.See file dsdata.txt to determine how the superseded data were derived.
 RD3598
 RD3598_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1600652467(NAD 83)
 RD3598
 RD3598  HISTORY     - Date     Condition        Report By
 RD3598  HISTORY     - 1899     MONUMENTED       USE
 RD3598  HISTORY     - 1960     SEE DESCRIPTION  CGS
 RD3598  HISTORY     - 19940423 MARK NOT FOUND   USPSQD
 RD3598
 RD3598                          STATION DESCRIPTION
 RD3598
 RD3598'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (ANS)
 RD3598'THIS STATION WAS NOT RECOVERED.
 RD3598'
 RD3598'A SEARCH WAS MADE OF THE AREA THAT THE STATION WAS IN, FROM THE
 RD3598'GEOGRAPHIC POSITION.  IT IS BELIEVED THAT THIS STATION WAS
 RD3598'DESTROYED WHEN THE LEVEE ALONG THE WILLAMETTE RIVER WAS
 RD3598'CONSTRUCTED.
 RD3598'
 RD3598'IT IS QUITE CERTAIN THAT THIS STATION SHOULD BE CONSIDERED LOST.
 RD3598
 RD3598                          STATION RECOVERY (1994)
 RD3598
 RD3598'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD3598'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3694 ***********************************************************************
 RD3694  DESIGNATION -  20 2
 RD3694  PID         -  RD3694
 RD3694  STATE/COUNTY-  OR/MULTNOMAH
 RD3694  USGS QUAD   -  LINNTON (1990)
 RD3694
 RD3694                         *CURRENT SURVEY CONTROL
 RD3694  ___________________________________________________________________
 RD3694* NAD 83(1991)-  45 37 18.39691(N)    122 47 45.49403(W)     ADJUSTED  
 RD3694* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 RD3694  ___________________________________________________________________
 RD3694  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 RD3694  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 RD3694  HORZ ORDER  -  THIRD
 RD3694
 RD3694.The horizontal coordinates were established by classical geodetic methods
 RD3694.and adjusted by the National Geodetic Survey in October 1991.
 RD3694
 RD3694.The orthometric height was scaled from a topographic map.
 RD3694
 RD3694.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3694
 RD3694.The geoid height was determined by GEOID03.
 RD3694
 RD3694;                    North         East     Units Scale Factor Converg.
 RD3694;SPC OR N     -   219,801.824 2,320,976.012   MT  0.99992582   -1 37 41.8
 RD3694;SPC OR N     -   721,134.59  7,614,750.70   iFT  0.99992582   -1 37 41.8
 RD3694;SPC WA S     -    34,667.211   320,954.130   MT  1.00005466   -1 40 04.0
 RD3694;SPC WA S     -   113,737.34  1,052,997.01   sFT  1.00005466   -1 40 04.0
 RD3694;UTM  10      - 5,052,045.952   515,905.768   MT  0.99960311   +0 08 45.0
 RD3694
 RD3694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3694!SPC OR N     -   1.00000232  x   0.99992582  =   0.99992814
 RD3694!SPC WA S     -   1.00000232  x   1.00005466  =   1.00005698
 RD3694!UTM  10      -   1.00000232  x   0.99960311  =   0.99960542
 RD3694
 RD3694:                Primary Azimuth Mark                     Grid Az
 RD3694:SPC OR N     -  21                                       084 12 18.3
 RD3694:SPC WA S     -  21                                       084 14 40.5
 RD3694:UTM  10      -  21                                       082 25 51.5
 RD3694
 RD3694|---------------------------------------------------------------------|
 RD3694| PID    Reference Object                     Distance      Geod. Az  |
 RD3694|                                                           dddmmss.s |
 RD3694| RD3701 21                                  APPROX. 0.6 KM 0823436.5 |
 RD3694|---------------------------------------------------------------------|
 RD3694
 RD3694                          SUPERSEDED SURVEY CONTROL
 RD3694
 RD3694  NAD 83(1986)-  45 37 18.41636(N)    122 47 45.49593(W) AD(       ) 3
 RD3694  NAD 27      -  45 37 18.99500(N)    122 47 41.13300(W) AD(       ) 3
 RD3694
 RD3694.Superseded values are not recommended for survey control.
 RD3694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3694.See file dsdata.txt to determine how the superseded data were derived.
 RD3694
 RD3694_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1590652046(NAD 83)
 RD3694
 RD3694  HISTORY     - Date     Condition        Report By
 RD3694  HISTORY     - UNK      MONUMENTED       USE
 RD3694  HISTORY     - 1960     SEE DESCRIPTION  CGS
 RD3694
 RD3694                          STATION DESCRIPTION
 RD3694
 RD3694'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (ANS)
 RD3694'THIS STATION WAS NOT RECOVERED.  FROM THE GEOGRAPHIC POSITION THE
 RD3694'STATION WAS ON THE WEST SIDE OF THE WILLAMETTE RIVER, ABOUT 800
 RD3694'YARDS NORTH OF THE JUNCTION OF THE MULTNOMAH CHANNEL AND THE
 RD3694'WILLAMETTE RIVER.
 RD3694'
 RD3694'IT IS QUITE SURE THAT THIS STATION WAS DESTROYED BY THE
 RD3694'CONSTRUCTION OF THE LEVEE ALONG THE WILLAMETTE RIVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0624 ***********************************************************************
 NW0624  DESIGNATION -  20 BKC
 NW0624  PID         -  NW0624
 NW0624  STATE/COUNTY-  OR/MALHEUR
 NW0624  USGS QUAD   -  SQUAW FLAT (1980)
 NW0624
 NW0624                         *CURRENT SURVEY CONTROL
 NW0624  ___________________________________________________________________
 NW0624* NAD 83(1986)-  42 33 24.     (N)    117 21 00.     (W)     SCALED    
 NW0624* NAVD 88     -      1488.019  (meters)    4881.94   (feet)  ADJUSTED  
 NW0624  ___________________________________________________________________
 NW0624  GEOID HEIGHT-         -17.64  (meters)                     GEOID03
 NW0624  DYNAMIC HT  -        1487.117 (meters)    4878.98  (feet)  COMP
 NW0624  MODELED GRAV-     979,962.1   (mgal)                       NAVD 88
 NW0624
 NW0624  VERT ORDER  -  SECOND    CLASS 0
 NW0624
 NW0624.The horizontal coordinates were scaled from a topographic map and have
 NW0624.an estimated accuracy of +/- 6 seconds.
 NW0624
 NW0624.The orthometric height was determined by differential leveling
 NW0624.and adjusted in August 1995.
 NW0624
 NW0624.The geoid height was determined by GEOID03.
 NW0624
 NW0624.The dynamic height is computed by dividing the NAVD 88
 NW0624.geopotential number by the normal gravity value computed on the
 NW0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0624.degrees latitude (g = 980.6199 gals.).
 NW0624
 NW0624.The modeled gravity was interpolated from observed gravity values.
 NW0624
 NW0624;                    North         East    Units  Estimated Accuracy
 NW0624;SPC OR S     -   103,730.    1,758,620.      MT  (+/- 180 meters Scaled)
 NW0624
 NW0624                          SUPERSEDED SURVEY CONTROL
 NW0624
 NW0624.No superseded survey control is available for this station.
 NW0624
 NW0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH712116(NAD 83)
 NW0624_MARKER: DB = BENCH MARK DISK
 NW0624_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0624_SP_SET: COPPER-CLAD STEEL ROD
 NW0624_STAMPING: 20 BKC 1973 4878
 NW0624_MARK LOGO: USGS  
 NW0624_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0624_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0624_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0624+SATELLITE: SATELLITE OBSERVATIONS - 1973
 NW0624
 NW0624  HISTORY     - Date     Condition        Report By
 NW0624  HISTORY     - 1973     MONUMENTED       USGS
 NW0624
 NW0624                          STATION DESCRIPTION
 NW0624
 NW0624'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 NW0624'FROM ROME, OREGON PROCEED 29.8 MILES SOUTH AND SOUTHEAST ALONG A
 NW0624'TRACK ROAD, THENCE 5.4 MILES SOUTHWEST ALONG A TRACK ROAD, AT A FENCE
 NW0624'CROSSING AND T-ROAD NORTH, 21 FEET NORTH OF THE CENTERLINE OF THE
 NW0624'ROAD AT THE FENCE, 27 FEET WEST OF THE CENTERLINE OF THE T-ROAD
 NW0624'NORTH, IN LINE WITH THE FENCE, SET ON 5/8-INCH COPPER-COATED ROD
 NW0624'DRIVEN TO REFUSAL (ROD DEPTH UNKNOWN) WITH THE TOP ENCASED IN 6-INCH
 NW0624'DRAINPIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0760 ***********************************************************************
 PA0760  DESIGNATION -  20 FMK
 PA0760  PID         -  PA0760
 PA0760  STATE/COUNTY-  OR/HARNEY
 PA0760  USGS QUAD   -  COYOTE BUTTES (1980)
 PA0760
 PA0760                         *CURRENT SURVEY CONTROL
 PA0760  ___________________________________________________________________
 PA0760* NAD 83(1986)-  43 07 54.     (N)    118 56 00.     (W)     SCALED    
 PA0760* NAVD 88     -      1262.656  (meters)    4142.56   (feet)  ADJUSTED  
 PA0760  ___________________________________________________________________
 PA0760  GEOID HEIGHT-         -19.27  (meters)                     GEOID03
 PA0760  DYNAMIC HT  -        1261.992 (meters)    4140.39  (feet)  COMP
 PA0760  MODELED GRAV-     980,050.4   (mgal)                       NAVD 88
 PA0760
 PA0760  VERT ORDER  -  SECOND    CLASS 0
 PA0760
 PA0760.The horizontal coordinates were scaled from a topographic map and have
 PA0760.an estimated accuracy of +/- 6 seconds.
 PA0760
 PA0760.The orthometric height was determined by differential leveling
 PA0760.and adjusted in August 1995.
 PA0760
 PA0760.The geoid height was determined by GEOID03.
 PA0760
 PA0760.The dynamic height is computed by dividing the NAVD 88
 PA0760.geopotential number by the normal gravity value computed on the
 PA0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0760.degrees latitude (g = 980.6199 gals.).
 PA0760
 PA0760.The modeled gravity was interpolated from observed gravity values.
 PA0760
 PA0760;                    North         East    Units  Estimated Accuracy
 PA0760;SPC OR S     -   163,930.    1,627,450.      MT  (+/- 180 meters Scaled)
 PA0760
 PA0760                          SUPERSEDED SURVEY CONTROL
 PA0760
 PA0760.No superseded survey control is available for this station.
 PA0760
 PA0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH427772(NAD 83)
 PA0760_MARKER: DB = BENCH MARK DISK
 PA0760_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PA0760_SP_SET: COPPER-CLAD STEEL ROD
 PA0760_STAMPING: 20 FMK 1970 4139
 PA0760_MARK LOGO: USGS  
 PA0760_PROJECTION: FLUSH
 PA0760_MAGNETIC: I = MARKER IS A STEEL ROD
 PA0760_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PA0760_ROD/PIPE-DEPTH: 4.57 meters
 PA0760
 PA0760  HISTORY     - Date     Condition        Report By
 PA0760  HISTORY     - 1970     MONUMENTED       USGS
 PA0760
 PA0760                          STATION DESCRIPTION
 PA0760
 PA0760'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 PA0760'FROM THE BRIDGE OVER THE NARROWS, PROCEED 10.9 MILES SOUTH ALONG
 PA0760'STATE HIGHWAY 205, 0.2 MILE SOUTH OF MILEPOST 33, AT A DIRT ROAD FORK
 PA0760'NORTH AND A ROAD FORK EAST, 90 FEET NORTHEAST OF THE CENTERLINE OF
 PA0760'THE HIGHWAY, 49 FEET WEST OF THE ROAD FORK NORTH, WITNESS POST SET AT
 PA0760'BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2702 ***********************************************************************
 QE2702  DESIGNATION -  20 KJO
 QE2702  PID         -  QE2702
 QE2702  STATE/COUNTY-  OR/LINCOLN
 QE2702  USGS QUAD   -  ELK CITY (1984)
 QE2702
 QE2702                         *CURRENT SURVEY CONTROL
 QE2702  ___________________________________________________________________
 QE2702* NAD 83(1986)-  44 31 54.     (N)    123 50 20.     (W)     SCALED    
 QE2702* NAVD 88     -       279.150  (meters)     915.84   (feet)  ADJUSTED  
 QE2702  ___________________________________________________________________
 QE2702  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 QE2702  DYNAMIC HT  -         279.136 (meters)     915.80  (feet)  COMP
 QE2702  MODELED GRAV-     980,558.4   (mgal)                       NAVD 88
 QE2702
 QE2702  VERT ORDER  -  SECOND    CLASS I
 QE2702
 QE2702.The horizontal coordinates were scaled from a topographic map and have
 QE2702.an estimated accuracy of +/- 6 seconds.
 QE2702
 QE2702.The orthometric height was determined by differential leveling
 QE2702.and adjusted in August 1995.
 QE2702
 QE2702.The geoid height was determined by GEOID03.
 QE2702
 QE2702.The dynamic height is computed by dividing the NAVD 88
 QE2702.geopotential number by the normal gravity value computed on the
 QE2702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE2702.degrees latitude (g = 980.6199 gals.).
 QE2702
 QE2702.The modeled gravity was interpolated from observed gravity values.
 QE2702
 QE2702;                    North         East    Units  Estimated Accuracy
 QE2702;SPC OR N     -   101,600.    2,234,690.      MT  (+/- 180 meters Scaled)
 QE2702
 QE2702                          SUPERSEDED SURVEY CONTROL
 QE2702
 QE2702.No superseded survey control is available for this station.
 QE2702
 QE2702_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ333312(NAD 83)
 QE2702_MARKER: DB = BENCH MARK DISK
 QE2702_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QE2702+WITH SETTING: INFORMATION.
 QE2702_SP_SET: SHALLOW-SET METAL ROD
 QE2702_STAMPING: 20 KJO 1979 913
 QE2702_MARK LOGO: USGS  
 QE2702_PROJECTION: PROJECTING 8 CENTIMETERS
 QE2702_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE2702_ROD/PIPE-DEPTH: 2.44 meters
 QE2702
 QE2702  HISTORY     - Date     Condition        Report By
 QE2702  HISTORY     - 1979     MONUMENTED       USGS
 QE2702
 QE2702                          STATION DESCRIPTION
 QE2702
 QE2702'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 QE2702'14.1 KM (8.80 MI) SW FROM HARLAN.
 QE2702'HARLAN, 8.79 MI SW OF.  AT TURNOUT, 106 FT SE OF RD JCT SOUTH, 51 FT
 QE2702'S OF CENTERLINE OF RD.
 QE2702'THE MARK IS 1 FT  N FROM  A WITNESS POST
 QE2702'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0791 ***********************************************************************
 PA0791  DESIGNATION -  20 LRC
 PA0791  PID         -  PA0791
 PA0791  STATE/COUNTY-  OR/HARNEY
 PA0791  USGS QUAD   -  DRY VALLEY RIM (1984)
 PA0791
 PA0791                         *CURRENT SURVEY CONTROL
 PA0791  ___________________________________________________________________
 PA0791* NAD 83(1986)-  43 03 41.     (N)    119 43 47.     (W)     SCALED    
 PA0791* NAVD 88     -      1376.715  (meters)    4516.77   (feet)  ADJUSTED  
 PA0791  ___________________________________________________________________
 PA0791  GEOID HEIGHT-         -19.80  (meters)                     GEOID03
 PA0791  DYNAMIC HT  -        1375.945 (meters)    4514.25  (feet)  COMP
 PA0791  MODELED GRAV-     980,013.4   (mgal)                       NAVD 88
 PA0791
 PA0791  VERT ORDER  -  SECOND    CLASS 0
 PA0791
 PA0791.The horizontal coordinates were scaled from a topographic map and have
 PA0791.an estimated accuracy of +/- 6 seconds.
 PA0791
 PA0791.The orthometric height was determined by differential leveling
 PA0791.and adjusted in August 1995.
 PA0791
 PA0791.The geoid height was determined by GEOID03.
 PA0791
 PA0791.The dynamic height is computed by dividing the NAVD 88
 PA0791.geopotential number by the normal gravity value computed on the
 PA0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0791.degrees latitude (g = 980.6199 gals.).
 PA0791
 PA0791.The modeled gravity was interpolated from observed gravity values.
 PA0791
 PA0791;                    North         East    Units  Estimated Accuracy
 PA0791;SPC OR S     -   155,220.    1,562,740.      MT  (+/- 180 meters Scaled)
 PA0791
 PA0791                          SUPERSEDED SURVEY CONTROL
 PA0791
 PA0791.No superseded survey control is available for this station.
 PA0791
 PA0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKH777712(NAD 83)
 PA0791_MARKER: DB = BENCH MARK DISK
 PA0791_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PA0791+WITH SETTING: INFORMATION.
 PA0791_SP_SET: METAL ROD DRIVEN INTO GROUND
 PA0791_STAMPING: 20 LRC 1970 4513
 PA0791_MARK LOGO: USGS  
 PA0791_MAGNETIC: I = MARKER IS A STEEL ROD
 PA0791_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PA0791
 PA0791  HISTORY     - Date     Condition        Report By
 PA0791  HISTORY     - 1970     MONUMENTED       USGS
 PA0791
 PA0791                          STATION DESCRIPTION
 PA0791
 PA0791'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 PA0791'FROM WAGONTIRE, OREGON, PROCEED 4.5 MILES SOUTHWEST ALONG U S HIGHWAY
 PA0791'395 TO DRY VALLEY ROAD, THENCE 15.8 MILES SOUTH ALONG DRY VALLEY
 PA0791'ROAD, 3.6 MILES SOUTH OF DRY VALLEY RANCH HOUSE, AT A Y-ROAD WEST, 56
 PA0791'FEET SOUTH OF A ROAD FORK, 25 FEET WEST OF THE CENTERLINE OF THE
 PA0791'ROAD, 3 FEET EAST OF A WITNESS POST.  THE ROD DEPTH IS UNKNOWN AND
 PA0791'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0870 ***********************************************************************
 PB0870  DESIGNATION -  20 PSM
 PB0870  PID         -  PB0870
 PB0870  STATE/COUNTY-  OR/DESCHUTES
 PB0870  USGS QUAD   -  PLOT BUTTE (1981)
 PB0870
 PB0870                         *CURRENT SURVEY CONTROL
 PB0870  ___________________________________________________________________
 PB0870* NAD 83(1986)-  43 43 43.     (N)    120 45 05.     (W)     SCALED    
 PB0870* NAVD 88     -      1467.912  (meters)    4815.97   (feet)  ADJUSTED  
 PB0870  ___________________________________________________________________
 PB0870  GEOID HEIGHT-         -20.12  (meters)                     GEOID03
 PB0870  DYNAMIC HT  -        1467.169 (meters)    4813.54  (feet)  COMP
 PB0870  MODELED GRAV-     980,060.8   (mgal)                       NAVD 88
 PB0870
 PB0870  VERT ORDER  -  THIRD
 PB0870
 PB0870.The horizontal coordinates were scaled from a topographic map and have
 PB0870.an estimated accuracy of +/- 6 seconds.
 PB0870
 PB0870.The orthometric height was determined by differential leveling
 PB0870.and adjusted in August 1995.
 PB0870
 PB0870.The geoid height was determined by GEOID03.
 PB0870
 PB0870.The dynamic height is computed by dividing the NAVD 88
 PB0870.geopotential number by the normal gravity value computed on the
 PB0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0870.degrees latitude (g = 980.6199 gals.).
 PB0870
 PB0870.The modeled gravity was interpolated from observed gravity values.
 PB0870
 PB0870;                    North         East    Units  Estimated Accuracy
 PB0870;SPC OR S     -   229,080.    1,479,750.      MT  (+/- 180 meters Scaled)
 PB0870
 PB0870                          SUPERSEDED SURVEY CONTROL
 PB0870
 PB0870.No superseded survey control is available for this station.
 PB0870
 PB0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP811441(NAD 83)
 PB0870_MARKER: DB = BENCH MARK DISK
 PB0870_SETTING: 66 = SET IN ROCK OUTCROP
 PB0870_SP_SET: BEDROCK
 PB0870_STAMPING: 20 PSM 1978 4812
 PB0870_MARK LOGO: USGS  
 PB0870_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PB0870+STABILITY: POSITION/ELEVATION WELL
 PB0870
 PB0870  HISTORY     - Date     Condition        Report By
 PB0870  HISTORY     - 1978     MONUMENTED       USGS
 PB0870
 PB0870                          STATION DESCRIPTION
 PB0870
 PB0870'DESCRIBED BY US GEOLOGICAL SURVEY 1978
 PB0870'30.4 KM (18.90 MI) SE FROM MILLICAN.
 PB0870'MILLICAN, 8.2 MI ESE ALONG US HWY 20 TO T-RD, THENCE 5.7 MI S TO
 PB0870'X-RD, THENCE 5.0 MI SE.  IN SEC 25 T21S R16E, ON SMALL RISE, 95 FT E
 PB0870'OF ROAD, 1 FT W OF CAIRN.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0684 ***********************************************************************
 NW0684  DESIGNATION -  20 RTV
 NW0684  PID         -  NW0684
 NW0684  STATE/COUNTY-  OR/MALHEUR
 NW0684  USGS QUAD   -  GRASSHOPPER FLAT NORTH (1982)
 NW0684
 NW0684                         *CURRENT SURVEY CONTROL
 NW0684  ___________________________________________________________________
 NW0684* NAD 83(1986)-  42 16 47.     (N)    117 35 20.     (W)     SCALED    
 NW0684* NAVD 88     -      1710.417  (meters)    5611.59   (feet)  ADJUSTED  
 NW0684  ___________________________________________________________________
 NW0684  GEOID HEIGHT-         -17.94  (meters)                     GEOID03
 NW0684  DYNAMIC HT  -        1709.234 (meters)    5607.71  (feet)  COMP
 NW0684  MODELED GRAV-     979,869.4   (mgal)                       NAVD 88
 NW0684
 NW0684  VERT ORDER  -  SECOND    CLASS 0
 NW0684
 NW0684.The horizontal coordinates were scaled from a topographic map and have
 NW0684.an estimated accuracy of +/- 6 seconds.
 NW0684
 NW0684.The orthometric height was determined by differential leveling
 NW0684.and adjusted in August 1995.
 NW0684
 NW0684.The geoid height was determined by GEOID03.
 NW0684
 NW0684.The dynamic height is computed by dividing the NAVD 88
 NW0684.geopotential number by the normal gravity value computed on the
 NW0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0684.degrees latitude (g = 980.6199 gals.).
 NW0684
 NW0684.The modeled gravity was interpolated from observed gravity values.
 NW0684
 NW0684;                    North         East    Units  Estimated Accuracy
 NW0684;SPC OR S     -    72,280.    1,740,080.      MT  (+/- 180 meters Scaled)
 NW0684
 NW0684                          SUPERSEDED SURVEY CONTROL
 NW0684
 NW0684.No superseded survey control is available for this station.
 NW0684
 NW0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG514810(NAD 83)
 NW0684_MARKER: DB = BENCH MARK DISK
 NW0684_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0684_SP_SET: COPPER-CLAD STEEL ROD
 NW0684_STAMPING: 20 RTV 1979
 NW0684_MARK LOGO: USGS  
 NW0684_PROJECTION: FLUSH
 NW0684_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0684_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0684_ROD/PIPE-DEPTH: 2.13 meters
 NW0684
 NW0684  HISTORY     - Date     Condition        Report By
 NW0684  HISTORY     - 1979     MONUMENTED       USGS
 NW0684
 NW0684                          STATION DESCRIPTION
 NW0684
 NW0684'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 NW0684'FROM THE MCDERMITT, NEVADA POST OFFICE, PROCEED 15.3 MILES NORTH
 NW0684'ALONG U S HIGHWAY 95, THENCE 15.2 MILES EAST, 239 FEET SOUTH OF A
 NW0684'FENCE GATE, 69 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD AT T-ROAD
 NW0684'NORTH.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0377 ***********************************************************************
 NX0377  DESIGNATION -  20 STR
 NX0377  PID         -  NX0377
 NX0377  STATE/COUNTY-  OR/MALHEUR
 NX0377  USGS QUAD   -  COFFIN BUTTE (1981)
 NX0377
 NX0377                         *CURRENT SURVEY CONTROL
 NX0377  ___________________________________________________________________
 NX0377* NAD 83(1986)-  42 45 34.     (N)    118 15 47.     (W)     SCALED    
 NX0377* NAVD 88     -      1242.366  (meters)    4076.00   (feet)  ADJUSTED  
 NX0377  ___________________________________________________________________
 NX0377  GEOID HEIGHT-         -18.67  (meters)                     GEOID03
 NX0377  DYNAMIC HT  -        1241.675 (meters)    4073.73  (feet)  COMP
 NX0377  MODELED GRAV-     980,021.4   (mgal)                       NAVD 88
 NX0377
 NX0377  VERT ORDER  -  SECOND    CLASS 0
 NX0377
 NX0377.The horizontal coordinates were scaled from a topographic map and have
 NX0377.an estimated accuracy of +/- 6 seconds.
 NX0377
 NX0377.The orthometric height was determined by differential leveling
 NX0377.and adjusted in August 1995.
 NX0377
 NX0377.The geoid height was determined by GEOID03.
 NX0377
 NX0377.The dynamic height is computed by dividing the NAVD 88
 NX0377.geopotential number by the normal gravity value computed on the
 NX0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0377.degrees latitude (g = 980.6199 gals.).
 NX0377
 NX0377.The modeled gravity was interpolated from observed gravity values.
 NX0377
 NX0377;                    North         East    Units  Estimated Accuracy
 NX0377;SPC OR S     -   123,830.    1,683,080.      MT  (+/- 180 meters Scaled)
 NX0377
 NX0377                          SUPERSEDED SURVEY CONTROL
 NX0377
 NX0377.No superseded survey control is available for this station.
 NX0377
 NX0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH966348(NAD 83)
 NX0377_MARKER: DB = BENCH MARK DISK
 NX0377_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NX0377+WITH SETTING: INFORMATION.
 NX0377_SP_SET: SHALLOW-SET METAL ROD
 NX0377_STAMPING: 20 STR 1975 4072
 NX0377_MARK LOGO: USGS  
 NX0377_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NX0377
 NX0377  HISTORY     - Date     Condition        Report By
 NX0377  HISTORY     - 1975     MONUMENTED       USGS
 NX0377
 NX0377                          STATION DESCRIPTION
 NX0377
 NX0377'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 NX0377'48.9 KM (30.40 MI) WSW FROM BURNS JUNCTION.
 NX0377'BURNS JCT, 6.5 MI S OF, ALONG US HWY 95, THENCE 1.3 MI SW ALONG
 NX0377'GRADED RD TO GATE, THENCE 1.95 MI N AND W ALONG TRACK RD TO Y-RD,
 NX0377'THENCE 5.3 MI W TO Y-RD, THENCE 8.2 MI W TO RD JCT AT WILDCAT WELL
 NX0377'NO. 2, THENCE 6.0 MI W TO RD FORK, THENCE 1.1 MI SW DOWNHILL PAST
 NX0377'WINDMILL.  0.4 MI W OF WINDMILL.  39 FT S OF CENTERLINE OF RD, SET ON
 NX0377'COPPER-COATED ROD OF UNRECORDED DEPTH, PROJECTING 0.3 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1354 ***********************************************************************
 QE1354  DESIGNATION -  200 01
 QE1354  PID         -  QE1354
 QE1354  STATE/COUNTY-  OR/LINN
 QE1354  USGS QUAD   -  COFFIN MOUNTAIN (1994)
 QE1354
 QE1354                         *CURRENT SURVEY CONTROL
 QE1354  ___________________________________________________________________
 QE1354* NAD 83(1986)-  44 30 03.     (N)    122 00 10.     (W)     SCALED    
 QE1354* NAVD 88     -      1054.521  (meters)    3459.71   (feet)  ADJUSTED  
 QE1354  ___________________________________________________________________
 QE1354  GEOID HEIGHT-         -21.52  (meters)                     GEOID03
 QE1354  DYNAMIC HT  -        1054.164 (meters)    3458.54  (feet)  COMP
 QE1354  MODELED GRAV-     980,242.9   (mgal)                       NAVD 88
 QE1354
 QE1354  VERT ORDER  -  FIRST     CLASS II
 QE1354
 QE1354.The horizontal coordinates were scaled from a topographic map and have
 QE1354.an estimated accuracy of +/- 6 seconds.
 QE1354
 QE1354.The orthometric height was determined by differential leveling
 QE1354.and adjusted in June 1991.
 QE1354
 QE1354.The geoid height was determined by GEOID03.
 QE1354
 QE1354.The dynamic height is computed by dividing the NAVD 88
 QE1354.geopotential number by the normal gravity value computed on the
 QE1354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1354.degrees latitude (g = 980.6199 gals.).
 QE1354
 QE1354.The modeled gravity was interpolated from observed gravity values.
 QE1354
 QE1354;                    North         East    Units  Estimated Accuracy
 QE1354;SPC OR N     -    93,810.    2,380,500.      MT  (+/- 180 meters Scaled)
 QE1354
 QE1354                          SUPERSEDED SURVEY CONTROL
 QE1354
 QE1354  NGVD 29 (??/??/92) 1053.357  (m)         3455.89   (f) ADJ UNCH    1 2
 QE1354
 QE1354.Superseded values are not recommended for survey control.
 QE1354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1354.See file dsdata.txt to determine how the superseded data were derived.
 QE1354
 QE1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ792279(NAD 83)
 QE1354_MARKER: DD = SURVEY DISK
 QE1354_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QE1354_SP_SET: BRIDGE
 QE1354_STAMPING: 24 200 1
 QE1354_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE1354
 QE1354  HISTORY     - Date     Condition        Report By
 QE1354  HISTORY     - 1936     MONUMENTED       BPR
 QE1354  HISTORY     - 1941     GOOD             NGS
 QE1354  HISTORY     - 19950915 MARK NOT FOUND   NGS
 QE1354
 QE1354                          STATION DESCRIPTION
 QE1354
 QE1354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QE1354'20.67 MI E FROM IDANHA.
 QE1354'LOCATED ALONG NORTH SANTIAM HIGHWAY IN NORTH END OF HIGHWAY BRIDGE
 QE1354'OVER SANTIAM RIVER, 15 FEET NORTHEAST CENTER LINE OF HIGHWAY, IN
 QE1354'SIDEWALK.
 QE1354
 QE1354                          STATION RECOVERY (1995)
 QE1354
 QE1354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (LLR)
 QE1354'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0183 ***********************************************************************
 NZ0183  DESIGNATION -  2003
 NZ0183  PID         -  NZ0183
 NZ0183  STATE/COUNTY-  OR/JACKSON
 NZ0183  USGS QUAD   -  ASHLAND (1996)
 NZ0183
 NZ0183                         *CURRENT SURVEY CONTROL
 NZ0183  ___________________________________________________________________
 NZ0183* NAD 83(1986)-  42 11 55.     (N)    122 38 41.     (W)     SCALED    
 NZ0183* NAVD 88     -       611.867  (meters)    2007.43   (feet)  ADJUSTED  
 NZ0183  ___________________________________________________________________
 NZ0183  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 NZ0183  DYNAMIC HT  -         611.585 (meters)    2006.51  (feet)  COMP
 NZ0183  MODELED GRAV-     980,141.9   (mgal)                       NAVD 88
 NZ0183
 NZ0183  VERT ORDER  -  FIRST     CLASS II
 NZ0183
 NZ0183.The horizontal coordinates were scaled from a topographic map and have
 NZ0183.an estimated accuracy of +/- 6 seconds.
 NZ0183
 NZ0183.The orthometric height was determined by differential leveling
 NZ0183.and adjusted in June 1991.
 NZ0183
 NZ0183.The geoid height was determined by GEOID03.
 NZ0183
 NZ0183.The dynamic height is computed by dividing the NAVD 88
 NZ0183.geopotential number by the normal gravity value computed on the
 NZ0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0183.degrees latitude (g = 980.6199 gals.).
 NZ0183
 NZ0183.The modeled gravity was interpolated from observed gravity values.
 NZ0183
 NZ0183;                    North         East    Units  Estimated Accuracy
 NZ0183;SPC OR S     -    61,360.    1,322,880.      MT  (+/- 180 meters Scaled)
 NZ0183
 NZ0183                          SUPERSEDED SURVEY CONTROL
 NZ0183
 NZ0183  NGVD 29 (??/??/92)  610.808  (m)         2003.96   (f) ADJ UNCH    1 2
 NZ0183
 NZ0183.Superseded values are not recommended for survey control.
 NZ0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0183.See file dsdata.txt to determine how the superseded data were derived.
 NZ0183
 NZ0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM293718(NAD 83)
 NZ0183_MARKER: DD = SURVEY DISK
 NZ0183_SETTING: 66 = SET IN ROCK OUTCROP
 NZ0183_SP_SET: ROCK OUTCROP
 NZ0183_STAMPING: 2003.480 1928
 NZ0183_MARK LOGO: USGS  
 NZ0183_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NZ0183+STABILITY: POSITION/ELEVATION WELL
 NZ0183
 NZ0183  HISTORY     - Date     Condition        Report By
 NZ0183  HISTORY     - 1928     MONUMENTED       USGS
 NZ0183  HISTORY     - 1954     GOOD             NGS
 NZ0183  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NZ0183  HISTORY     - 1988     GOOD             NGS
 NZ0183
 NZ0183                          STATION DESCRIPTION
 NZ0183
 NZ0183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NZ0183'4.5 MI E FROM ASHLAND.
 NZ0183'1.8 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 NZ0183'THE STATION AT ASHLAND, THENCE 1.2 MILES EAST ALONG STATE HIGHWAY 66,
 NZ0183'THENCE 1.5 MILES NORTH ALONG DEAD INDIAN ROAD, ABOUT 0.3 MILE
 NZ0183'SOUTHEAST OF POMPADOUR BLUFF, IN THE TOP OF THE NORTHWEST CORNER OF A
 NZ0183'12- BY 7-FOOT OUTCROP, ABOUT 100 YARDS NORTHWEST OF THE ROAD, 59 FEET
 NZ0183'SOUTHEAST OF AND ACROSS THE OLD ROAD FROM A 10-INCH FORKED OAK TREE,
 NZ0183'32 1/2 FEET SOUTH OF THE CENTER LINE OF THE FORMER DEAD INDIAN ROAD,
 NZ0183'12 FEET NORTHEAST OF A 6-FOOT-HIGH PROMINENT BOULDER, ABOUT 5 FEET
 NZ0183'LOWER THAN THE OLD ROAD, AND ABOUT 150 FEET HIGHER THAN THE NEW ROAD.
 NZ0183
 NZ0183                          STATION RECOVERY (1985)
 NZ0183
 NZ0183'RECOVERY NOTE BY US POWER SQUADRON 1985
 NZ0183'MARK NOT FOUND.
 NZ0183
 NZ0183                          STATION RECOVERY (1988)
 NZ0183
 NZ0183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 NZ0183'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC0388 ***********************************************************************
 SC0388  DESIGNATION -  201 W
 SC0388  PID         -  SC0388
 SC0388  STATE/COUNTY-  OR/COLUMBIA
 SC0388  USGS QUAD   -  OAK POINT (1985)
 SC0388
 SC0388                         *CURRENT SURVEY CONTROL
 SC0388  ___________________________________________________________________
 SC0388* NAD 83(1986)-  46 07 47.     (N)    123 09 55.     (W)     SCALED    
 SC0388* NAVD 88     -        14.688  (meters)      48.19   (feet)  ADJUSTED  
 SC0388  ___________________________________________________________________
 SC0388  GEOID HEIGHT-         -21.04  (meters)                     GEOID03
 SC0388  DYNAMIC HT  -          14.690 (meters)      48.20  (feet)  COMP
 SC0388  MODELED GRAV-     980,756.5   (mgal)                       NAVD 88
 SC0388
 SC0388  VERT ORDER  -  FIRST     CLASS II
 SC0388
 SC0388.The horizontal coordinates were scaled from a topographic map and have
 SC0388.an estimated accuracy of +/- 6 seconds.
 SC0388
 SC0388.The orthometric height was determined by differential leveling
 SC0388.and adjusted in June 1991.
 SC0388
 SC0388.The geoid height was determined by GEOID03.
 SC0388
 SC0388.The dynamic height is computed by dividing the NAVD 88
 SC0388.geopotential number by the normal gravity value computed on the
 SC0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0388.degrees latitude (g = 980.6199 gals.).
 SC0388
 SC0388.The modeled gravity was interpolated from observed gravity values.
 SC0388
 SC0388;                    North         East    Units  Estimated Accuracy
 SC0388;SPC OR N     -   277,110.    2,294,050.      MT  (+/- 180 meters Scaled)
 SC0388
 SC0388                          SUPERSEDED SURVEY CONTROL
 SC0388
 SC0388  NGVD 29 (??/??/92)   13.691  (m)           44.92   (f) ADJ UNCH    1 2
 SC0388
 SC0388.Superseded values are not recommended for survey control.
 SC0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0388.See file dsdata.txt to determine how the superseded data were derived.
 SC0388
 SC0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS872084(NAD 83)
 SC0388_MARKER: DB = BENCH MARK DISK
 SC0388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0388_SP_SET: CONCRETE POST
 SC0388_STAMPING: 201 W 1936
 SC0388_MARK LOGO: CGS   
 SC0388_PROJECTION: FLUSH
 SC0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0388+STABILITY: SURFACE MOTION
 SC0388_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SC0388+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2004
 SC0388
 SC0388  HISTORY     - Date     Condition        Report By
 SC0388  HISTORY     - 1936     MONUMENTED       CGS
 SC0388  HISTORY     - 1941     GOOD             NGS
 SC0388  HISTORY     - 1987     GOOD             NGS
 SC0388  HISTORY     - 1988     GOOD             USPSQD
 SC0388  HISTORY     - 1989     GOOD             USPSQD
 SC0388  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 SC0388  HISTORY     - 20040228 GOOD             USPSQD
 SC0388
 SC0388                          STATION DESCRIPTION
 SC0388
 SC0388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 SC0388'6.55 MI W FROM DELENA.
 SC0388'ALONG COLUMBIA RIVER HIGHWAY (U. S. 30), 3.2 MILES EAST OF CLATSKANIE,
 SC0388'51 FEET EAST OF JUNCTION WITH T ROAD TO QUINCY, 30 FEET NORTHWEST OF
 SC0388'MILEPOST 62, 26 FEET NORTH OF CENTER OF HIGHWAY, 20 FEET EAST OF
 SC0388'CENTER OF EAST LEG OF QUINCY ROAD, ON LOW BANK, WITNESS POST MARKED
 SC0388'USBM.
 SC0388
 SC0388                          STATION RECOVERY (1987)
 SC0388
 SC0388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SC0388'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  7.6 KM
 SC0388'(4.70 MI) WESTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF STATE
 SC0388'HIGHWAY 433 AT THE WEST EDGE IF RAINIER, THENCE 11.1 KM (6.90 MI)
 SC0388'WESTERLY ALONG A PAVED ROAD (OLD U.S. HIGHWAY 30), 62.9 M (206.4 FT)
 SC0388'SOUTH OF THE CENTER OF MAYGER ROAD, 7.9 M (25.9 FT) EAST OF THE
 SC0388'CENTERLINE OF THE ROAD, AND 0.3 M (1.0 FT) WEST OF A WOODEN 4 BY
 SC0388'4-INCH POST.  NOTE--NOT LEVELED TO THIS SURVEY.
 SC0388'THE MARK IS 0.2 M ABOVE THE ROAD.
 SC0388
 SC0388                          STATION RECOVERY (1988)
 SC0388
 SC0388'RECOVERY NOTE BY US POWER SQUADRON 1988 (RCC)
 SC0388'RECOVERED IN GOOD CONDITION.
 SC0388
 SC0388                          STATION RECOVERY (1989)
 SC0388
 SC0388'RECOVERY NOTE BY US POWER SQUADRON 1989 (RCC)
 SC0388'RECOVERED IN GOOD CONDITION.
 SC0388
 SC0388                          STATION RECOVERY (1989)
 SC0388
 SC0388'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 SC0388'MARK NOT FOUND.
 SC0388
 SC0388                          STATION RECOVERY (2004)
 SC0388
 SC0388'RECOVERY NOTE BY US POWER SQUADRON 2004
 SC0388'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0069 ***********************************************************************
 QD0069  DESIGNATION -  2011
 QD0069  PID         -  QD0069
 QD0069  STATE/COUNTY-  OR/WHEELER
 QD0069  USGS QUAD   -  PORCUPINE BUTTE (1988)
 QD0069
 QD0069                         *CURRENT SURVEY CONTROL
 QD0069  ___________________________________________________________________
 QD0069* NAD 83(1986)-  44 54 08.     (N)    120 20 12.     (W)     SCALED    
 QD0069* NAVD 88     -       614.206  (meters)    2015.11   (feet)  ADJUSTED  
 QD0069  ___________________________________________________________________
 QD0069  GEOID HEIGHT-         -20.36  (meters)                     GEOID03
 QD0069  DYNAMIC HT  -         614.082 (meters)    2014.70  (feet)  COMP
 QD0069  MODELED GRAV-     980,395.9   (mgal)                       NAVD 88
 QD0069
 QD0069  VERT ORDER  -  FIRST     CLASS II
 QD0069
 QD0069.The horizontal coordinates were scaled from a topographic map and have
 QD0069.an estimated accuracy of +/- 6 seconds.
 QD0069
 QD0069.The orthometric height was determined by differential leveling
 QD0069.and adjusted in June 1991.
 QD0069
 QD0069.The geoid height was determined by GEOID03.
 QD0069
 QD0069.The dynamic height is computed by dividing the NAVD 88
 QD0069.geopotential number by the normal gravity value computed on the
 QD0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0069.degrees latitude (g = 980.6199 gals.).
 QD0069
 QD0069.The modeled gravity was interpolated from observed gravity values.
 QD0069
 QD0069;                    North         East    Units  Estimated Accuracy
 QD0069;SPC OR N     -   137,310.    2,512,900.      MT  (+/- 180 meters Scaled)
 QD0069
 QD0069                          SUPERSEDED SURVEY CONTROL
 QD0069
 QD0069  NGVD 29 (??/??/92)  613.118  (m)         2011.54   (f) ADJ UNCH    1 2
 QD0069
 QD0069.Superseded values are not recommended for survey control.
 QD0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0069.See file dsdata.txt to determine how the superseded data were derived.
 QD0069
 QD0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGQ102755(NAD 83)
 QD0069_MARKER: P = PIPE CAP
 QD0069_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QD0069_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QD0069_STAMPING: 2011 1914 ORE
 QD0069_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0069
 QD0069  HISTORY     - Date     Condition        Report By
 QD0069  HISTORY     - 1914     MONUMENTED       USGS
 QD0069  HISTORY     - 1943     GOOD             NGS
 QD0069  HISTORY     - 1965     MARK NOT FOUND   NGS
 QD0069
 QD0069                          STATION DESCRIPTION
 QD0069
 QD0069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QD0069'7.4 MI E FROM CLARNO.
 QD0069'THIS MARK IS ABOUT 7.4 MILES EAST ALONG THE ANTELOPE-FOSSIL ROAD FROM
 QD0069'CLARNO, SET AT THE HILTON-GURGESS RANCH HOUSE, 75.0 FEET NORTH OF THE
 QD0069'NORTH SIDE OF HOUSE, 19.5 FEET WEST OF THE WEST END OF SMALL GATE, 1.0
 QD0069'FOOT NORTH OF A EAST-WEST FENCE, JUST SOUTH OF A SMALL STREAM, 23.0
 QD0069'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 5.6 FEET SOUTHEAST OF A
 QD0069'REFERENCE POST.
 QD0069
 QD0069                          STATION RECOVERY (1965)
 QD0069
 QD0069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 QD0069'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1381 ***********************************************************************
 RC1381  DESIGNATION -  2035
 RC1381  PID         -  RC1381
 RC1381  STATE/COUNTY-  OR/CLACKAMAS
 RC1381  USGS QUAD   -  MOUNT MITCHELL (1997)
 RC1381
 RC1381                         *CURRENT SURVEY CONTROL
 RC1381  ___________________________________________________________________
 RC1381* NAD 83(1986)-  45 04 28.     (N)    121 58 11.     (W)     SCALED    
 RC1381* NAVD 88     -       621.558  (meters)    2039.23   (feet)  ADJUSTED  
 RC1381  ___________________________________________________________________
 RC1381  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 RC1381  DYNAMIC HT  -         621.431 (meters)    2038.81  (feet)  COMP
 RC1381  MODELED GRAV-     980,393.4   (mgal)                       NAVD 88
 RC1381
 RC1381  VERT ORDER  -  SECOND    CLASS 0
 RC1381
 RC1381.The horizontal coordinates were scaled from a topographic map and have
 RC1381.an estimated accuracy of +/- 6 seconds.
 RC1381
 RC1381.The orthometric height was determined by differential leveling
 RC1381.and adjusted in June 1991.
 RC1381
 RC1381.The geoid height was determined by GEOID03.
 RC1381
 RC1381.The dynamic height is computed by dividing the NAVD 88
 RC1381.geopotential number by the normal gravity value computed on the
 RC1381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1381.degrees latitude (g = 980.6199 gals.).
 RC1381
 RC1381.The modeled gravity was interpolated from observed gravity values.
 RC1381
 RC1381;                    North         East    Units  Estimated Accuracy
 RC1381;SPC OR N     -   157,490.    2,384,290.      MT  (+/- 180 meters Scaled)
 RC1381
 RC1381                          SUPERSEDED SURVEY CONTROL
 RC1381
 RC1381  NGVD 29 (??/??/92)  620.463  (m)         2035.64   (f) ADJ UNCH    2 0
 RC1381
 RC1381.Superseded values are not recommended for survey control.
 RC1381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1381.See file dsdata.txt to determine how the superseded data were derived.
 RC1381
 RC1381_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ810917(NAD 83)
 RC1381_MARKER: DD = SURVEY DISK
 RC1381_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RC1381_SP_SET: PAM
 RC1381_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RC1381
 RC1381  HISTORY     - Date     Condition        Report By
 RC1381  HISTORY     - UNK      MONUMENTED       USGS
 RC1381  HISTORY     - 1946     GOOD             NGS
 RC1381  HISTORY     - 1983     GOOD             USGS
 RC1381
 RC1381                          STATION DESCRIPTION
 RC1381
 RC1381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RC1381'3.7 MI NE FROM OAK GROVE RANGER STA..
 RC1381'ABOUT 3.7 MILES NORTHEAST ALONG THE SHELLROCK ROAD FROM THE OAK GROVE
 RC1381'RANGER STATION, AT THE DAM SITE AT HARRIET LAKE, THE DAM IS OWNED BY
 RC1381'THE PORTLAND GENERAL ELECTRIC CO, SET ON TOP OF THE NORTH SIDE OF THE
 RC1381'DAM AND IN THE CONCRETE RETAINING WALL, 69 FEET EAST OF THE WEST END
 RC1381'OF THE DAM, 15 FEET EAST OF A GAGING STATION, 0.2 FOOT NORTH OF THE
 RC1381'SOUTH EDGE OF THE RETAINING WALL, ABOUT 60 FEET LOWER THAN THE SURFACE
 RC1381'OF THE ROAD, A U. S. G. S. DISK SET IN TOP OF A CONCRETE RETAINING
 RC1381'WALL.
 RC1381
 RC1381                          STATION RECOVERY (1983)
 RC1381
 RC1381'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 RC1381'FROM RIPPLEBROOK RANGER STATION, GO NORTH ON U.S. FOREST SERVICE ROAD
 RC1381'4631 FOR 2.4 MILES TO THE JUNCTION WITH U.S. FOREST SERVICE ROAD
 RC1381'4630. FOLLOW ROAD 4630 FOR 3.0 MILES TO THE DAM SITE AT LAKE HARRIET.
 RC1381'THE DAM IS OWNED BY THE PORTLAND GENERAL ELECTRIC CO. SET ON TOP OF
 RC1381'THE NORTH SIDE OF THE DAMAND IN THE CONCRETE RETAINING WALL, 69 FEET
 RC1381'EAST OF TH EWEST END OF THE DAM, 15 FEET EAST OF A GAGING STATION.
 RC1381'0.2 FOOT NORTH OF THE SOUTH EDGE OF THE RETAINING WALL, ABOUT 60 FEET
 RC1381'LOWER THAN THE SURFACE OF THE ROAD, A USGS DISK SET IN TOP OF A
 RC1381'CONCRETE RETAINING WALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0563 ***********************************************************************
 RC0563  DESIGNATION -  205
 RC0563  PID         -  RC0563
 RC0563  STATE/COUNTY-  OR/SHERMAN
 RC0563  USGS QUAD   -  RUFUS (1971)
 RC0563
 RC0563                         *CURRENT SURVEY CONTROL
 RC0563  ___________________________________________________________________
 RC0563* NAD 83(1986)-  45 41 42.     (N)    120 44 01.     (W)     SCALED    
 RC0563* NAVD 88     -        63.690  (meters)     208.96   (feet)  ADJUSTED  
 RC0563  ___________________________________________________________________
 RC0563  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 RC0563  DYNAMIC HT  -          63.689 (meters)     208.95  (feet)  COMP
 RC0563  MODELED GRAV-     980,603.3   (mgal)                       NAVD 88
 RC0563
 RC0563  VERT ORDER  -  FIRST     CLASS I
 RC0563
 RC0563.The horizontal coordinates were scaled from a topographic map and have
 RC0563.an estimated accuracy of +/- 6 seconds.
 RC0563
 RC0563.The orthometric height was determined by differential leveling
 RC0563.and adjusted in June 1991.
 RC0563
 RC0563.The geoid height was determined by GEOID03.
 RC0563
 RC0563.The dynamic height is computed by dividing the NAVD 88
 RC0563.geopotential number by the normal gravity value computed on the
 RC0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0563.degrees latitude (g = 980.6199 gals.).
 RC0563
 RC0563.The modeled gravity was interpolated from observed gravity values.
 RC0563
 RC0563;                    North         East    Units  Estimated Accuracy
 RC0563;SPC OR N     -   225,420.    2,481,810.      MT  (+/- 180 meters Scaled)
 RC0563
 RC0563                          SUPERSEDED SURVEY CONTROL
 RC0563
 RC0563  NGVD 29 (??/??/92)   62.705  (m)          205.72   (f) ADJ UNCH    1 1
 RC0563
 RC0563.Superseded values are not recommended for survey control.
 RC0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0563.See file dsdata.txt to determine how the superseded data were derived.
 RC0563
 RC0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR764626(NAD 83)
 RC0563_MARKER: Q = CHISELED SQUARE
 RC0563_SETTING: 0 = UNSPECIFIED SETTING
 RC0563_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC0563
 RC0563  HISTORY     - Date     Condition        Report By
 RC0563  HISTORY     - UNK      MONUMENTED       PG+E
 RC0563  HISTORY     - 1968     GOOD             NGS
 RC0563  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 RC0563  HISTORY     - 1989     GOOD             USPSQD
 RC0563
 RC0563                          STATION DESCRIPTION
 RC0563
 RC0563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RC0563'IN RUFUS.
 RC0563'AT RUFUS, 0.1 MILE NORTHEAST ALONG 1ST STREET FROM THE POST OFFICE, IN
 RC0563'R17E T3N, SECTION 31, ABOUT 175 FEET EAST-SOUTHEAST OF BENCH MARK M
 RC0563'102 (OSHD), ON THE TOP AND0.4 FOOT SOUTHWEST OF THE NORTHEAST END OF
 RC0563'THE NORTHWEST CONCRETE GUARDRAIL OF 2ND STREET BRIDGE OVER GIRKLING
 RC0563'CANYON, 11 1/2 FEET NORTHWEST OF THE CENTER LINE OF 2ND STREET, AND
 RC0563'ABOUT 2 1/2 FEET HIGHER THAN THE STREET.
 RC0563
 RC0563                          STATION RECOVERY (1989)
 RC0563
 RC0563'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RC0563'MARK NOT FOUND.
 RC0563
 RC0563                          STATION RECOVERY (1989)
 RC0563
 RC0563'RECOVERY NOTE BY US POWER SQUADRON 1989 (RCC)
 RC0563'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0363 ***********************************************************************
 QE0363  DESIGNATION -  207
 QE0363  PID         -  QE0363
 QE0363  STATE/COUNTY-  OR/MARION
 QE0363  USGS QUAD   -  SALEM WEST (1986)
 QE0363
 QE0363                         *CURRENT SURVEY CONTROL
 QE0363  ___________________________________________________________________
 QE0363* NAD 83(1986)-  44 53 59.     (N)    123 00 18.     (W)     SCALED    
 QE0363* NAVD 88     -        64.700  (meters)     212.27   (feet)  ADJUSTED  
 QE0363  ___________________________________________________________________
 QE0363  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 QE0363  DYNAMIC HT  -          64.697 (meters)     212.26  (feet)  COMP
 QE0363  MODELED GRAV-     980,564.9   (mgal)                       NAVD 88
 QE0363
 QE0363  VERT ORDER  -  FIRST     CLASS II
 QE0363
 QE0363.The horizontal coordinates were scaled from a topographic map and have
 QE0363.an estimated accuracy of +/- 6 seconds.
 QE0363
 QE0363.The orthometric height was determined by differential leveling
 QE0363.and adjusted in June 1991.
 QE0363
 QE0363.The geoid height was determined by GEOID03.
 QE0363
 QE0363.The dynamic height is computed by dividing the NAVD 88
 QE0363.geopotential number by the normal gravity value computed on the
 QE0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0363.degrees latitude (g = 980.6199 gals.).
 QE0363
 QE0363.The modeled gravity was interpolated from observed gravity values.
 QE0363
 QE0363;                    North         East    Units  Estimated Accuracy
 QE0363;SPC OR N     -   140,090.    2,302,200.      MT  (+/- 180 meters Scaled)
 QE0363
 QE0363                          SUPERSEDED SURVEY CONTROL
 QE0363
 QE0363  NGVD 29 (??/??/92)   63.673  (m)          208.90   (f) ADJ UNCH    1 2
 QE0363
 QE0363.Superseded values are not recommended for survey control.
 QE0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0363.See file dsdata.txt to determine how the superseded data were derived.
 QE0363
 QE0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ996718(NAD 83)
 QE0363_MARKER: P = PIPE CAP
 QE0363_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QE0363_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QE0363_STAMPING: PRIM TRAV STA 28 207 B ORE 1903 1913
 QE0363_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0363
 QE0363  HISTORY     - Date     Condition        Report By
 QE0363  HISTORY     - 1913     MONUMENTED       USGS
 QE0363  HISTORY     - 1934     GOOD             NGS
 QE0363
 QE0363                          STATION DESCRIPTION
 QE0363
 QE0363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QE0363'3 MI SE FROM SALEM.
 QE0363'ABOUT 3 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 QE0363'SALEM, MARION COUNTY, ABOUT 40 FEET SOUTHEAST OF A ROAD CROSSING AND
 QE0363'18 FEET NORTHEAST OF THE TRACK, AT A CATTLE GUARD.  A UNITED STATES
 QE0363'GEOLOGICAL SURVEY STANDARD CAP STAMPED PRIM TRAV STA 28 207 B ORE 1903
 QE0363'1913 AND RIVETED ON A 3 1/2 INCH IRON PIPE PROJECTING 14 INCHES ABOVE
 QE0363'THE GROUND.  NOTE-- THIS PIPE IS SHOWING CONSIDERABLE CORROSION AND
 QE0363'SHOULD BE CONCRETED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0538 ***********************************************************************
 OA0538  DESIGNATION -  21
 OA0538  PID         -  OA0538
 OA0538  STATE/COUNTY-  OR/COOS
 OA0538  USGS QUAD   -  NORTH BEND (1971)
 OA0538
 OA0538                         *CURRENT SURVEY CONTROL
 OA0538  ___________________________________________________________________
 OA0538* NAD 83(1986)-  43 25 27.     (N)    124 14 07.     (W)     SCALED    
 OA0538* NAVD 88     -         7.655  (meters)      25.11   (feet)  ADJUSTED  
 OA0538  ___________________________________________________________________
 OA0538  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 OA0538  DYNAMIC HT  -           7.654 (meters)      25.11  (feet)  COMP
 OA0538  MODELED GRAV-     980,481.1   (mgal)                       NAVD 88
 OA0538
 OA0538  VERT ORDER  -  FIRST     CLASS II
 OA0538
 OA0538.The horizontal coordinates were scaled from a topographic map and have
 OA0538.an estimated accuracy of +/- 6 seconds.
 OA0538
 OA0538.The orthometric height was determined by differential leveling
 OA0538.and adjusted in June 1991.
 OA0538.WARNING-Repeat measurements at this control monument indicate possible
 OA0538.vertical movement.
 OA0538
 OA0538.The geoid height was determined by GEOID03.
 OA0538
 OA0538.The dynamic height is computed by dividing the NAVD 88
 OA0538.geopotential number by the normal gravity value computed on the
 OA0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0538.degrees latitude (g = 980.6199 gals.).
 OA0538
 OA0538.The modeled gravity was interpolated from observed gravity values.
 OA0538
 OA0538;                    North         East    Units  Estimated Accuracy
 OA0538;SPC OR S     -   201,970.    1,197,650.      MT  (+/- 180 meters Scaled)
 OA0538
 OA0538                          SUPERSEDED SURVEY CONTROL
 OA0538
 OA0538  NGVD 29 (??/??/92)    6.546  (m)           21.48   (f) ADJ UNCH    1 2
 OA0538
 OA0538.Superseded values are not recommended for survey control.
 OA0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0538.See file dsdata.txt to determine how the superseded data were derived.
 OA0538
 OA0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP000086(NAD 83)
 OA0538_MARKER: DD = SURVEY DISK
 OA0538_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OA0538_SP_SET: ABUTMENT
 OA0538_STAMPING: 21 1917
 OA0538_MARK LOGO: USGS  
 OA0538_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OA0538
 OA0538  HISTORY     - Date     Condition        Report By
 OA0538  HISTORY     - 1917     MONUMENTED       USGS
 OA0538  HISTORY     - 1941     GOOD             NGS
 OA0538  HISTORY     - 1987     GOOD             NGS
 OA0538  HISTORY     - 1988     GOOD             USPSQD
 OA0538
 OA0538                          STATION DESCRIPTION
 OA0538
 OA0538'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 OA0538'1.5 MI N FROM NORTH BEND.
 OA0538'1.5 MILES NORTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 OA0538'STATION AT NORTH BEND, COOS COUNTY, AT BRIDGE 763.37 OVER COOS BAY, IN
 OA0538'THE CENTER OF THE TOP OF THE WEST END OF THE SOUTH CONCRETE ABUTMENT,
 OA0538'AND AT THE BASE OF THE RAIL.  A UNITED STATES GEOLOGICAL SURVEY
 OA0538'STANDARD DISK, STAMPED 21 1917.
 OA0538
 OA0538                          STATION RECOVERY (1987)
 OA0538
 OA0538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 OA0538'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  5.7 KM
 OA0538'(3.55 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF
 OA0538'COMMERCIAL AVENUE IN COOS BAY, THENCE 1.4 KM (0.85 MI) NORTHERLY
 OA0538'ALONG THE SOUTHERN PACIFIC RAILROAD.  ADD--1.5 M (4.9 FT) WEST OF THE
 OA0538'NEAR RAIL, AND 0.9 M (3.0 FT) EAST OF THE WEST END OF THE ABUTMENT.
 OA0538'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 OA0538
 OA0538                          STATION RECOVERY (1988)
 OA0538
 OA0538'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 OA0538'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0089 ***********************************************************************
 NZ0089  DESIGNATION -  21
 NZ0089  PID         -  NZ0089
 NZ0089  STATE/COUNTY-  OR/JACKSON
 NZ0089  USGS QUAD   -  ROBINSON BUTTE (1988)
 NZ0089
 NZ0089                         *CURRENT SURVEY CONTROL
 NZ0089  ___________________________________________________________________
 NZ0089* NAD 83(1986)-  42 17 10.     (N)    122 22 34.     (W)     SCALED    
 NZ0089* NAVD 88     -      1414.09   (+/-2cm)    4639.4    (feet)  VERTCON   
 NZ0089  ___________________________________________________________________
 NZ0089  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 NZ0089  VERT ORDER  -  ? (See Below)
 NZ0089
 NZ0089.The horizontal coordinates were scaled from a topographic map and have
 NZ0089.an estimated accuracy of +/- 6 seconds.
 NZ0089
 NZ0089.The NAVD 88 height was computed by applying the VERTCON shift value to
 NZ0089.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NZ0089.The vertical order pertains to the NGVD 29 superseded value.
 NZ0089
 NZ0089.The geoid height was determined by GEOID03.
 NZ0089
 NZ0089;                    North         East    Units  Estimated Accuracy
 NZ0089;SPC OR S     -    70,540.    1,345,270.      MT  (+/- 180 meters Scaled)
 NZ0089
 NZ0089                          SUPERSEDED SURVEY CONTROL
 NZ0089
 NZ0089  NGVD 29 (??/??/92) 1412.908  (m)         4635.52   (f) ADJ UNCH    ?  
 NZ0089
 NZ0089.Superseded values are not recommended for survey control.
 NZ0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0089.See file dsdata.txt to determine how the superseded data were derived.
 NZ0089
 NZ0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM514817(NAD 83)
 NZ0089_MARKER: DD = SURVEY DISK
 NZ0089_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NZ0089_SP_SET: PINE TREE
 NZ0089_STAMPING: 4630 21 4636
 NZ0089_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0089
 NZ0089  HISTORY     - Date     Condition        Report By
 NZ0089  HISTORY     - UNK      MONUMENTED       USGS
 NZ0089  HISTORY     - 1908     GOOD             USGS
 NZ0089  HISTORY     - 1934     GOOD             NGS
 NZ0089
 NZ0089                          STATION DESCRIPTION
 NZ0089
 NZ0089'DESCRIBED BY US GEOLOGICAL SURVEY 1908
 NZ0089'8.7 MI NE FROM DEAD INDIAN MOUNTAIN SUMMIT.
 NZ0089'8.7 MILES NORTHEAST ALONG DEAD INDIAN ROAD FROM THE SUMMIT OF DEAD
 NZ0089'INDIAN MOUNTAIN IN JACKSON COUNTY, 0.3 MILE WEST OF THE FISH LAKE ROAD
 NZ0089'JUNCTION, AT THE LEE BRADSHAW PROPERTY IN 1934, ABOUT 500 FEET EAST OF
 NZ0089'THE HOUSE, 165 FEET NORTHWEST OF THE BARN, 170 FEET WEST OF A SMALL
 NZ0089'CREEK, IN THE NORTH FENCE LINE, AT A LONE 24-INCH PINE TREE MARKED
 NZ0089'WITH A TRIANGULAR BLAZE ON THE SOUTH SIDE AND AN ALUMINUM TAG STAMPED
 NZ0089'4630 21 4636, AND IN A ROOT ON THE SOUTHWEST SIDE OF THE TREE. A NAIL
 NZ0089'IN A PYRAMID.
 NZ0089
 NZ0089                          STATION RECOVERY (1934)
 NZ0089
 NZ0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 NZ0089'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3701 ***********************************************************************
 RD3701  DESIGNATION -  21
 RD3701  PID         -  RD3701
 RD3701  STATE/COUNTY-  OR/MULTNOMAH
 RD3701  USGS QUAD   -  LINNTON (1990)
 RD3701
 RD3701                         *CURRENT SURVEY CONTROL
 RD3701  ___________________________________________________________________
 RD3701* NAD 83(1991)-  45 37 20.96110(N)    122 47 17.43582(W)     ADJUSTED  
 RD3701* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 RD3701  ___________________________________________________________________
 RD3701  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 RD3701  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 RD3701  HORZ ORDER  -  THIRD
 RD3701
 RD3701.The horizontal coordinates were established by classical geodetic methods
 RD3701.and adjusted by the National Geodetic Survey in October 1991.
 RD3701
 RD3701.The orthometric height was scaled from a topographic map.
 RD3701
 RD3701.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3701
 RD3701.The geoid height was determined by GEOID03.
 RD3701
 RD3701;                    North         East     Units Scale Factor Converg.
 RD3701;SPC OR N     -   219,863.710 2,321,585.810   MT  0.99992592   -1 37 21.9
 RD3701;SPC OR N     -   721,337.63  7,616,751.35   iFT  0.99992592   -1 37 21.9
 RD3701;SPC WA S     -    34,728.685   321,564.048   MT  1.00005445   -1 39 43.6
 RD3701;SPC WA S     -   113,939.03  1,054,998.05   sFT  1.00005445   -1 39 43.6
 RD3701;UTM  10      - 5,052,126.662   516,513.161   MT  0.99960335   +0 09 05.0
 RD3701
 RD3701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3701!SPC OR N     -   1.00000341  x   0.99992592  =   0.99992933
 RD3701!SPC WA S     -   1.00000341  x   1.00005445  =   1.00005786
 RD3701!UTM  10      -   1.00000341  x   0.99960335  =   0.99960676
 RD3701
 RD3701:                Primary Azimuth Mark                     Grid Az
 RD3701:SPC OR N     -  23                                       161 43 56.1
 RD3701:SPC WA S     -  23                                       161 46 17.8
 RD3701:UTM  10      -  23                                       159 57 29.2
 RD3701
 RD3701|---------------------------------------------------------------------|
 RD3701| PID    Reference Object                     Distance      Geod. Az  |
 RD3701|                                                           dddmmss.s |
 RD3701| RD3702 23                                  APPROX. 0.7 KM 1600634.2 |
 RD3701|---------------------------------------------------------------------|
 RD3701
 RD3701                          SUPERSEDED SURVEY CONTROL
 RD3701
 RD3701  NAD 83(1986)-  45 37 20.98047(N)    122 47 17.43776(W) AD(       ) 3
 RD3701  NAD 27      -  45 37 21.55900(N)    122 47 13.07500(W) AD(       ) 3
 RD3701
 RD3701.Superseded values are not recommended for survey control.
 RD3701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3701.See file dsdata.txt to determine how the superseded data were derived.
 RD3701
 RD3701_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1651352127(NAD 83)
 RD3701
 RD3701  HISTORY     - Date     Condition        Report By
 RD3701  HISTORY     - 1899     MONUMENTED       USE
 RD3701  HISTORY     - 1960     SEE DESCRIPTION  CGS
 RD3701  HISTORY     - 19940423 MARK NOT FOUND   USPSQD
 RD3701
 RD3701                          STATION DESCRIPTION
 RD3701
 RD3701'DESCRIBED BY US ENGINEERS 1899
 RD3701'THE STATION IS MARKED BY A PIPE SET IN THE CENTER OF A SQUARE
 RD3701'BLOCK OF CONCRETE.  THE TOP OF THE BLOCK IS SMOOTHED OFF AND BEARS
 RD3701'THE LETTERS U.S.E., ONE LETTER IN EACH OF THREE CORNERS.  IN THE
 RD3701'FOURTH CORNER IS THE NUMBER BY WHICH THE STATION IS KNOWN.
 RD3701
 RD3701                          STATION RECOVERY (1960)
 RD3701
 RD3701'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ANS)
 RD3701'STATION WAS MARKED BY PIPE SET IN CONCRETE.  THIS STATION WAS
 RD3701'NOT RECOVERED.
 RD3701'
 RD3701'THIS STATION WAS PLOTTED ON PLANIMETRIC MAP, A SEARCH OF THE AREA
 RD3701'WAS MADE WITH A 4-FOOT PROD BAR AND THE STATION WAS NOT LOCATED.
 RD3701'
 RD3701'THIS STATION SHOULD BE CLASSIFIED AS LOST.
 RD3701
 RD3701                          STATION RECOVERY (1994)
 RD3701
 RD3701'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD3701'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0196 ***********************************************************************
 PC0196  DESIGNATION -  21 A 1
 PC0196  PID         -  PC0196
 PC0196  STATE/COUNTY-  OR/LANE
 PC0196  USGS QUAD   -  MOUNT JUNE (1986)
 PC0196
 PC0196                         *CURRENT SURVEY CONTROL
 PC0196  ___________________________________________________________________
 PC0196* NAD 83(1986)-  43 51 13.     (N)    122 40 00.     (W)     SCALED    
 PC0196* NAVD 88     -       249.422  (meters)     818.31   (feet)  ADJUSTED  
 PC0196  ___________________________________________________________________
 PC0196  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 PC0196  DYNAMIC HT  -         249.364 (meters)     818.12  (feet)  COMP
 PC0196  MODELED GRAV-     980,383.3   (mgal)                       NAVD 88
 PC0196
 PC0196  VERT ORDER  -  SECOND    CLASS 0
 PC0196
 PC0196.The horizontal coordinates were scaled from a topographic map and have
 PC0196.an estimated accuracy of +/- 6 seconds.
 PC0196
 PC0196.The orthometric height was determined by differential leveling
 PC0196.and adjusted in June 1991.
 PC0196
 PC0196.The geoid height was determined by GEOID03.
 PC0196
 PC0196.The dynamic height is computed by dividing the NAVD 88
 PC0196.geopotential number by the normal gravity value computed on the
 PC0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0196.degrees latitude (g = 980.6199 gals.).
 PC0196
 PC0196.The modeled gravity was interpolated from observed gravity values.
 PC0196
 PC0196;                    North         East    Units  Estimated Accuracy
 PC0196;SPC OR S     -   245,190.    1,325,820.      MT  (+/- 180 meters Scaled)
 PC0196
 PC0196                          SUPERSEDED SURVEY CONTROL
 PC0196
 PC0196  NGVD 29 (??/??/92)  248.314  (m)          814.68   (f) ADJ UNCH    2 0
 PC0196
 PC0196.Superseded values are not recommended for survey control.
 PC0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0196.See file dsdata.txt to determine how the superseded data were derived.
 PC0196
 PC0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP267556(NAD 83)
 PC0196_MARKER: DD = SURVEY DISK
 PC0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PC0196_STAMPING: 21 A-1 1929 814
 PC0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0196+STABILITY: SURFACE MOTION
 PC0196
 PC0196  HISTORY     - Date     Condition        Report By
 PC0196  HISTORY     - 1929     MONUMENTED       BPR
 PC0196  HISTORY     - 1942     GOOD             NGS
 PC0196  HISTORY     - 1954     MARK NOT FOUND   BPR
 PC0196
 PC0196                          STATION DESCRIPTION
 PC0196
 PC0196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 PC0196'15.0 MI NW FROM OAKRIDGE.
 PC0196'15 MILES NORTHWEST OF THE POST OFFICE.  ALONG STATE HIGHWAY 58, 45
 PC0196'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY MIDWAY OF A LONG HIGHWAY
 PC0196'TANGENT, 0.1 OF A MILE WEST OF THE GOODMAN CREEK BRIDGE AND 2 FEET
 PC0196'BELOW THE SURFACE OF THE HIGHWAY.
 PC0196
 PC0196                          STATION RECOVERY (1954)
 PC0196
 PC0196'RECOVERY NOTE BY US BUREAU OF PUBLIC ROADS 1954
 PC0196'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0203 ***********************************************************************
 PC0203  DESIGNATION -  21 A 10
 PC0203  PID         -  PC0203
 PC0203  STATE/COUNTY-  OR/LANE
 PC0203  USGS QUAD   -  MOUNT JUNE (1986)
 PC0203
 PC0203                         *CURRENT SURVEY CONTROL
 PC0203  ___________________________________________________________________
 PC0203* NAD 83(1986)-  43 50 56.     (N)    122 38 24.     (W)     SCALED    
 PC0203* NAVD 88     -       255.737  (meters)     839.03   (feet)  ADJUSTED  
 PC0203  ___________________________________________________________________
 PC0203  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 PC0203  DYNAMIC HT  -         255.678 (meters)     838.84  (feet)  COMP
 PC0203  MODELED GRAV-     980,380.2   (mgal)                       NAVD 88
 PC0203
 PC0203  VERT ORDER  -  SECOND    CLASS 0
 PC0203
 PC0203.The horizontal coordinates were scaled from a topographic map and have
 PC0203.an estimated accuracy of +/- 6 seconds.
 PC0203
 PC0203.The orthometric height was determined by differential leveling
 PC0203.and adjusted in June 1991.
 PC0203
 PC0203.The geoid height was determined by GEOID03.
 PC0203
 PC0203.The dynamic height is computed by dividing the NAVD 88
 PC0203.geopotential number by the normal gravity value computed on the
 PC0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0203.degrees latitude (g = 980.6199 gals.).
 PC0203
 PC0203.The modeled gravity was interpolated from observed gravity values.
 PC0203
 PC0203;                    North         East    Units  Estimated Accuracy
 PC0203;SPC OR S     -   244,610.    1,327,950.      MT  (+/- 180 meters Scaled)
 PC0203
 PC0203                          SUPERSEDED SURVEY CONTROL
 PC0203
 PC0203  NGVD 29 (??/??/92)  254.628  (m)          835.39   (f) ADJ UNCH    2 0
 PC0203
 PC0203.Superseded values are not recommended for survey control.
 PC0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0203.See file dsdata.txt to determine how the superseded data were derived.
 PC0203
 PC0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP289551(NAD 83)
 PC0203_MARKER: DD = SURVEY DISK
 PC0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PC0203_STAMPING: 21 A 10 1929 835
 PC0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0203+STABILITY: SURFACE MOTION
 PC0203
 PC0203  HISTORY     - Date     Condition        Report By
 PC0203  HISTORY     - 1929     MONUMENTED       BPR
 PC0203  HISTORY     - 1942     GOOD             NGS
 PC0203  HISTORY     - 1954     MARK NOT FOUND   BPR
 PC0203
 PC0203                          STATION DESCRIPTION
 PC0203
 PC0203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 PC0203'13.65 MI NW FROM OAKRIDGE.
 PC0203'13.65 MILES NORTHWEST OF THE POST OFFICE.  ALONG STATE HIGHWAY 58, 45
 PC0203'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 300 FEET SOUTH OF A TWO
 PC0203'STORY WHITE CHICKEN HOUSE AND 1 FOOT FROM A FENCE.
 PC0203
 PC0203                          STATION RECOVERY (1954)
 PC0203
 PC0203'RECOVERY NOTE BY US BUREAU OF PUBLIC ROADS 1954
 PC0203'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0204 ***********************************************************************
 PC0204  DESIGNATION -  21 A 12
 PC0204  PID         -  PC0204
 PC0204  STATE/COUNTY-  OR/LANE
 PC0204  USGS QUAD   -  MOUNT JUNE (1986)
 PC0204
 PC0204                         *CURRENT SURVEY CONTROL
 PC0204  ___________________________________________________________________
 PC0204* NAD 83(1986)-  43 50 46.     (N)    122 38 07.     (W)     SCALED    
 PC0204* NAVD 88     -       259.826  (meters)     852.45   (feet)  ADJUSTED  
 PC0204  ___________________________________________________________________
 PC0204  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 PC0204  DYNAMIC HT  -         259.765 (meters)     852.25  (feet)  COMP
 PC0204  MODELED GRAV-     980,379.3   (mgal)                       NAVD 88
 PC0204
 PC0204  VERT ORDER  -  SECOND    CLASS 0
 PC0204
 PC0204.The horizontal coordinates were scaled from a topographic map and have
 PC0204.an estimated accuracy of +/- 6 seconds.
 PC0204
 PC0204.The orthometric height was determined by differential leveling
 PC0204.and adjusted in June 1991.
 PC0204
 PC0204.The geoid height was determined by GEOID03.
 PC0204
 PC0204.The dynamic height is computed by dividing the NAVD 88
 PC0204.geopotential number by the normal gravity value computed on the
 PC0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0204.degrees latitude (g = 980.6199 gals.).
 PC0204
 PC0204.The modeled gravity was interpolated from observed gravity values.
 PC0204
 PC0204;                    North         East    Units  Estimated Accuracy
 PC0204;SPC OR S     -   244,290.    1,328,320.      MT  (+/- 180 meters Scaled)
 PC0204
 PC0204                          SUPERSEDED SURVEY CONTROL
 PC0204
 PC0204  NGVD 29 (??/??/92)  258.716  (m)          848.80   (f) ADJ UNCH    2 0
 PC0204
 PC0204.Superseded values are not recommended for survey control.
 PC0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0204.See file dsdata.txt to determine how the superseded data were derived.
 PC0204
 PC0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP293548(NAD 83)
 PC0204_MARKER: DD = SURVEY DISK
 PC0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PC0204_STAMPING: 21 A 12 1929
 PC0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0204+STABILITY: SURFACE MOTION
 PC0204
 PC0204  HISTORY     - Date     Condition        Report By
 PC0204  HISTORY     - 1929     MONUMENTED       BPR
 PC0204  HISTORY     - 1942     GOOD             NGS
 PC0204  HISTORY     - 1954     MARK NOT FOUND   BPR
 PC0204
 PC0204                          STATION DESCRIPTION
 PC0204
 PC0204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 PC0204'13.35 MI NW FROM OAKRIDGE.
 PC0204'13.35 MILES NORTHWEST OF THE POST OFFICE.  ALONG STATE HIGHWAY 58, 45
 PC0204'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, BETWEEN REVERSED CURVES,
 PC0204'60 FEET EAST OF A LOGGING ROAD AND 2 FEET ABOVE THE SURFACE OF THE
 PC0204'HIGHWAY.
 PC0204
 PC0204                          STATION RECOVERY (1954)
 PC0204
 PC0204'RECOVERY NOTE BY US BUREAU OF PUBLIC ROADS 1954
 PC0204'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0205 ***********************************************************************
 PC0205  DESIGNATION -  21 A 13
 PC0205  PID         -  PC0205
 PC0205  STATE/COUNTY-  OR/LANE
 PC0205  USGS QUAD   -  MOUNT JUNE (1986)
 PC0205
 PC0205                         *CURRENT SURVEY CONTROL
 PC0205  ___________________________________________________________________
 PC0205* NAD 83(1986)-  43 50 40.     (N)    122 37 52.     (W)     SCALED    
 PC0205* NAVD 88     -       256.206  (meters)     840.57   (feet)  ADJUSTED  
 PC0205  ___________________________________________________________________
 PC0205  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 PC0205  DYNAMIC HT  -         256.145 (meters)     840.37  (feet)  COMP
 PC0205  MODELED GRAV-     980,378.9   (mgal)                       NAVD 88
 PC0205
 PC0205  VERT ORDER  -  SECOND    CLASS 0
 PC0205
 PC0205.The horizontal coordinates were scaled from a topographic map and have
 PC0205.an estimated accuracy of +/- 6 seconds.
 PC0205
 PC0205.The orthometric height was determined by differential leveling
 PC0205.and adjusted in June 1991.
 PC0205
 PC0205.The geoid height was determined by GEOID03.
 PC0205
 PC0205.The dynamic height is computed by dividing the NAVD 88
 PC0205.geopotential number by the normal gravity value computed on the
 PC0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0205.degrees latitude (g = 980.6199 gals.).
 PC0205
 PC0205.The modeled gravity was interpolated from observed gravity values.
 PC0205
 PC0205;                    North         East    Units  Estimated Accuracy
 PC0205;SPC OR S     -   244,100.    1,328,650.      MT  (+/- 180 meters Scaled)
 PC0205
 PC0205                          SUPERSEDED SURVEY CONTROL
 PC0205
 PC0205  NGVD 29 (??/??/92)  255.096  (m)          836.93   (f) ADJ UNCH    2 0
 PC0205
 PC0205.Superseded values are not recommended for survey control.
 PC0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0205.See file dsdata.txt to determine how the superseded data were derived.
 PC0205
 PC0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP296546(NAD 83)
 PC0205_MARKER: DD = SURVEY DISK
 PC0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PC0205_STAMPING: 21 A 13 1929 837
 PC0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0205+STABILITY: SURFACE MOTION
 PC0205
 PC0205  HISTORY     - Date     Condition        Report By
 PC0205  HISTORY     - 1929     MONUMENTED       BPR
 PC0205  HISTORY     - 1942     GOOD             NGS
 PC0205  HISTORY     - 1954     MARK NOT FOUND   BPR
 PC0205
 PC0205                          STATION DESCRIPTION
 PC0205
 PC0205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 PC0205'13.15 MI NW FROM OAKRIDGE.
 PC0205'13.15 MILES NORTHWEST OF THE POST OFFICE.  ALONG STATE HIGHWAY 58, 45
 PC0205'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY NEAR THE WEST END OF A
 PC0205'SHORT HIGHWAY TANGENT, 10 FEET BELOW THE SURFACE OF THE HIGHWAY.
 PC0205
 PC0205                          STATION RECOVERY (1954)
 PC0205
 PC0205'RECOVERY NOTE BY US BUREAU OF PUBLIC ROADS 1954
 PC0205'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0206 ***********************************************************************
 PC0206  DESIGNATION -  21 A 17
 PC0206  PID         -  PC0206
 PC0206  STATE/COUNTY-  OR/LANE
 PC0206  USGS QUAD   -  MOUNT JUNE (1986)
 PC0206
 PC0206                         *CURRENT SURVEY CONTROL
 PC0206  ___________________________________________________________________
 PC0206* NAD 83(1986)-  43 50 05.     (N)    122 37 34.     (W)     SCALED    
 PC0206* NAVD 88     -       267.897  (meters)     878.93   (feet)  ADJUSTED  
 PC0206  ___________________________________________________________________
 PC0206  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 PC0206  DYNAMIC HT  -         267.834 (meters)     878.72  (feet)  COMP
 PC0206  MODELED GRAV-     980,378.2   (mgal)                       NAVD 88
 PC0206
 PC0206  VERT ORDER  -  SECOND    CLASS 0
 PC0206
 PC0206.The horizontal coordinates were scaled from a topographic map and have
 PC0206.an estimated accuracy of +/- 6 seconds.
 PC0206
 PC0206.The orthometric height was determined by differential leveling
 PC0206.and adjusted in June 1991.
 PC0206
 PC0206.The geoid height was determined by GEOID03.
 PC0206
 PC0206.The dynamic height is computed by dividing the NAVD 88
 PC0206.geopotential number by the normal gravity value computed on the
 PC0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0206.degrees latitude (g = 980.6199 gals.).
 PC0206
 PC0206.The modeled gravity was interpolated from observed gravity values.
 PC0206
 PC0206;                    North         East    Units  Estimated Accuracy
 PC0206;SPC OR S     -   243,010.    1,329,030.      MT  (+/- 180 meters Scaled)
 PC0206
 PC0206                          SUPERSEDED SURVEY CONTROL
 PC0206
 PC0206  NGVD 29 (??/??/92)  266.789  (m)          875.29   (f) ADJ UNCH    2 0
 PC0206
 PC0206.Superseded values are not recommended for survey control.
 PC0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0206.See file dsdata.txt to determine how the superseded data were derived.
 PC0206
 PC0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP300535(NAD 83)
 PC0206_MARKER: DD = SURVEY DISK
 PC0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PC0206_STAMPING: 21 A 17 1929
 PC0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0206+STABILITY: SURFACE MOTION
 PC0206
 PC0206  HISTORY     - Date     Condition        Report By
 PC0206  HISTORY     - 1929     MONUMENTED       BPR
 PC0206  HISTORY     - 1942     GOOD             NGS
 PC0206  HISTORY     - 1954     MARK NOT FOUND   BPR
 PC0206
 PC0206                          STATION DESCRIPTION
 PC0206
 PC0206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 PC0206'12.35 MI NW FROM OAKRIDGE.
 PC0206'12.35 MILES NORTHWEST OF THE POST OFFICE.  ALONG STATE HIGHWAY 58, 40
 PC0206'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 120 FEET SOUTHWEST, AND
 PC0206'ACROSS THE HIGHWAY, FROM A LOG CABIN AND 80 FEET EAST OF A SMALL FARM
 PC0206'HOUSE.
 PC0206
 PC0206                          STATION RECOVERY (1954)
 PC0206
 PC0206'RECOVERY NOTE BY US BUREAU OF PUBLIC ROADS 1954
 PC0206'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0207 ***********************************************************************
 PC0207  DESIGNATION -  21 A 18
 PC0207  PID         -  PC0207
 PC0207  STATE/COUNTY-  OR/LANE
 PC0207  USGS QUAD   -  MOUNT JUNE (1986)
 PC0207
 PC0207                         *CURRENT SURVEY CONTROL
 PC0207  ___________________________________________________________________
 PC0207* NAD 83(1986)-  43 50 05.     (N)    122 37 34.     (W)     SCALED    
 PC0207* NAVD 88     -       266.608  (meters)     874.70   (feet)  ADJUSTED  
 PC0207  ___________________________________________________________________
 PC0207  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 PC0207  DYNAMIC HT  -         266.545 (meters)     874.49  (feet)  COMP
 PC0207  MODELED GRAV-     980,378.2   (mgal)                       NAVD 88
 PC0207
 PC0207  VERT ORDER  -  SECOND    CLASS 0
 PC0207
 PC0207.The horizontal coordinates were scaled from a topographic map and have
 PC0207.an estimated accuracy of +/- 6 seconds.
 PC0207
 PC0207.The orthometric height was determined by differential leveling
 PC0207.and adjusted in June 1991.
 PC0207
 PC0207.The geoid height was determined by GEOID03.
 PC0207
 PC0207.The dynamic height is computed by dividing the NAVD 88
 PC0207.geopotential number by the normal gravity value computed on the
 PC0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0207.degrees latitude (g = 980.6199 gals.).
 PC0207
 PC0207.The modeled gravity was interpolated from observed gravity values.
 PC0207
 PC0207;                    North         East    Units  Estimated Accuracy
 PC0207;SPC OR S     -   243,010.    1,329,030.      MT  (+/- 180 meters Scaled)
 PC0207
 PC0207                          SUPERSEDED SURVEY CONTROL
 PC0207
 PC0207  NGVD 29 (??/??/92)  265.499  (m)          871.06   (f) ADJ UNCH    2 0
 PC0207
 PC0207.Superseded values are not recommended for survey control.
 PC0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0207.See file dsdata.txt to determine how the superseded data were derived.
 PC0207
 PC0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP300535(NAD 83)
 PC0207_MARKER: DD = SURVEY DISK
 PC0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PC0207_STAMPING: 21 A 18 1929
 PC0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0207+STABILITY: SURFACE MOTION
 PC0207
 PC0207  HISTORY     - Date     Condition        Report By
 PC0207  HISTORY     - 1929     MONUMENTED       BPR
 PC0207  HISTORY     - 1942     GOOD             NGS
 PC0207  HISTORY     - 1954     MARK NOT FOUND   BPR
 PC0207
 PC0207                          STATION DESCRIPTION
 PC0207
 PC0207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 PC0207'12.35 MI NW FROM OAKRIDGE.
 PC0207'12.35 MILES NORTHWEST OF THE POST OFFICE ALONG STATE HIGHWAY 58, 40
 PC0207'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY AND 40 FEET SOUTHWEST OF
 PC0207'A SMALL LOG CABIN WITH MULTI-COLORED SHINGLES.
 PC0207
 PC0207                          STATION RECOVERY (1954)
 PC0207
 PC0207'RECOVERY NOTE BY US BUREAU OF PUBLIC ROADS 1954
 PC0207'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0208 ***********************************************************************
 PC0208  DESIGNATION -  21 A 19
 PC0208  PID         -  PC0208
 PC0208  STATE/COUNTY-  OR/LANE
 PC0208  USGS QUAD   -  WESTFIR WEST (1997)
 PC0208
 PC0208                         *CURRENT SURVEY CONTROL
 PC0208  ___________________________________________________________________
 PC0208* NAD 83(1986)-  43 49 59.     (N)    122 37 29.     (W)     SCALED    
 PC0208* NAVD 88     -       268.671  (meters)     881.46   (feet)  ADJUSTED  
 PC0208  ___________________________________________________________________
 PC0208  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 PC0208  DYNAMIC HT  -         268.608 (meters)     881.26  (feet)  COMP
 PC0208  MODELED GRAV-     980,378.2   (mgal)                       NAVD 88
 PC0208
 PC0208  VERT ORDER  -  SECOND    CLASS 0
 PC0208
 PC0208.The horizontal coordinates were scaled from a topographic map and have
 PC0208.an estimated accuracy of +/- 6 seconds.
 PC0208
 PC0208.The orthometric height was determined by differential leveling
 PC0208.and adjusted in June 1991.
 PC0208
 PC0208.The geoid height was determined by GEOID03.
 PC0208
 PC0208.The dynamic height is computed by dividing the NAVD 88
 PC0208.geopotential number by the normal gravity value computed on the
 PC0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0208.degrees latitude (g = 980.6199 gals.).
 PC0208
 PC0208.The modeled gravity was interpolated from observed gravity values.
 PC0208
 PC0208;                    North         East    Units  Estimated Accuracy
 PC0208;SPC OR S     -   242,820.    1,329,130.      MT  (+/- 180 meters Scaled)
 PC0208
 PC0208                          SUPERSEDED SURVEY CONTROL
 PC0208
 PC0208  NGVD 29 (??/??/92)  267.563  (m)          877.83   (f) ADJ UNCH    2 0
 PC0208
 PC0208.Superseded values are not recommended for survey control.
 PC0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0208.See file dsdata.txt to determine how the superseded data were derived.
 PC0208
 PC0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP301533(NAD 83)
 PC0208_MARKER: DD = SURVEY DISK
 PC0208_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PC0208_SP_SET: CULVERT
 PC0208_STAMPING: 21 A 19 1929
 PC0208_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PC0208
 PC0208  HISTORY     - Date     Condition        Report By
 PC0208  HISTORY     - 1929     MONUMENTED       BPR
 PC0208  HISTORY     - 1942     GOOD             NGS
 PC0208
 PC0208                          STATION DESCRIPTION
 PC0208
 PC0208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 PC0208'12.2 MI NW FROM OAKRIDGE.
 PC0208'12.2 MILES NORTHWEST OF THE POST OFFICE.  ALONG STATE HIGHWAY 58, 12
 PC0208'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 220 FEET NORTHEAST OF A
 PC0208'FARM HOUSE AND LOCATED IN THE SOUTHWEST END OF A CULVERT HEADWALL.
 PC0208'WITNESS POST SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0197 ***********************************************************************
 PC0197  DESIGNATION -  21 A 2
 PC0197  PID         -  PC0197
 PC0197  STATE/COUNTY-  OR/LANE
 PC0197  USGS QUAD   -  MOUNT JUNE (1986)
 PC0197
 PC0197                         *CURRENT SURVEY CONTROL
 PC0197  ___________________________________________________________________
 PC0197* NAD 83(1986)-  43 51 12.     (N)    122 40 01.     (W)     SCALED    
 PC0197* NAVD 88     -       249.735  (meters)     819.34   (feet)  ADJUSTED  
 PC0197  ___________________________________________________________________
 PC0197  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 PC0197  DYNAMIC HT  -         249.677 (meters)     819.15  (feet)  COMP
 PC0197  MODELED GRAV-     980,383.0   (mgal)                       NAVD 88
 PC0197
 PC0197  VERT ORDER  -  SECOND    CLASS 0
 PC0197
 PC0197.The horizontal coordinates were scaled from a topographic map and have
 PC0197.an estimated accuracy of +/- 6 seconds.
 PC0197
 PC0197.The orthometric height was determined by differential leveling
 PC0197.and adjusted in June 1991.
 PC0197
 PC0197.The geoid height was determined by GEOID03.
 PC0197
 PC0197.The dynamic height is computed by dividing the NAVD 88
 PC0197.geopotential number by the normal gravity value computed on the
 PC0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0197.degrees latitude (g = 980.6199 gals.).
 PC0197
 PC0197.The modeled gravity was interpolated from observed gravity values.
 PC0197
 PC0197;                    North         East    Units  Estimated Accuracy
 PC0197;SPC OR S     -   245,160.    1,325,800.      MT  (+/- 180 meters Scaled)
 PC0197
 PC0197                          SUPERSEDED SURVEY CONTROL
 PC0197
 PC0197  NGVD 29 (??/??/92)  248.627  (m)          815.70   (f) ADJ UNCH    2 0
 PC0197
 PC0197.Superseded values are not recommended for survey control.
 PC0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0197.See file dsdata.txt to determine how the superseded data were derived.
 PC0197
 PC0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP267556(NAD 83)
 PC0197_MARKER: DD = SURVEY DISK
 PC0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PC0197_STAMPING: A-2 1929 213
 PC0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0197+STABILITY: SURFACE MOTION
 PC0197
 PC0197  HISTORY     - Date     Condition        Report By
 PC0197  HISTORY     - 1929     MONUMENTED       BPR
 PC0197  HISTORY     - 1942     GOOD             NGS
 PC0197  HISTORY     - 1954     MARK NOT FOUND   BPR
 PC0197
 PC0197                          STATION DESCRIPTION
 PC0197
 PC0197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 PC0197'15.0 MI NW FROM OAKRIDGE.
 PC0197'15 MILES NORTHWEST OF THE POST OFFICE.  ALONG STATE HIGHWAY 58, 45
 PC0197'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, MIDWAY OF A LONG HIGHWAY
 PC0197'TANGENT, 0.1 OF A MILE WEST OF THE GOODMAN CREEK BRIDGE AND 1 FOOT
 PC0197'FROM A FENCE.
 PC0197
 PC0197                          STATION RECOVERY (1954)
 PC0197
 PC0197'RECOVERY NOTE BY US BUREAU OF PUBLIC ROADS 1954
 PC0197'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0210 ***********************************************************************
 PC0210  DESIGNATION -  21 A 20
 PC0210  PID         -  PC0210
 PC0210  STATE/COUNTY-  OR/LANE
 PC0210  USGS QUAD   -  WESTFIR WEST (1997)
 PC0210
 PC0210                         *CURRENT SURVEY CONTROL
 PC0210  ___________________________________________________________________
 PC0210* NAD 83(1986)-  43 49 45.     (N)    122 37 12.     (W)     SCALED    
 PC0210* NAVD 88     -       271.350  (meters)     890.25   (feet)  ADJUSTED  
 PC0210  ___________________________________________________________________
 PC0210  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 PC0210  DYNAMIC HT  -         271.286 (meters)     890.04  (feet)  COMP
 PC0210  MODELED GRAV-     980,377.8   (mgal)                       NAVD 88
 PC0210
 PC0210  VERT ORDER  -  SECOND    CLASS 0
 PC0210
 PC0210.The horizontal coordinates were scaled from a topographic map and have
 PC0210.an estimated accuracy of +/- 6 seconds.
 PC0210
 PC0210.The orthometric height was determined by differential leveling
 PC0210.and adjusted in June 1991.
 PC0210
 PC0210.The geoid height was determined by GEOID03.
 PC0210
 PC0210.The dynamic height is computed by dividing the NAVD 88
 PC0210.geopotential number by the normal gravity value computed on the
 PC0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0210.degrees latitude (g = 980.6199 gals.).
 PC0210
 PC0210.The modeled gravity was interpolated from observed gravity values.
 PC0210
 PC0210;                    North         East    Units  Estimated Accuracy
 PC0210;SPC OR S     -   242,380.    1,329,500.      MT  (+/- 180 meters Scaled)
 PC0210
 PC0210                          SUPERSEDED SURVEY CONTROL
 PC0210
 PC0210  NGVD 29 (??/??/92)  270.242  (m)          886.62   (f) ADJ UNCH    2 0
 PC0210
 PC0210.Superseded values are not recommended for survey control.
 PC0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0210.See file dsdata.txt to determine how the superseded data were derived.
 PC0210
 PC0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP305529(NAD 83)
 PC0210_MARKER: DD = SURVEY DISK
 PC0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PC0210_STAMPING: 21 A 20 1929
 PC0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0210+STABILITY: SURFACE MOTION
 PC0210
 PC0210  HISTORY     - Date     Condition        Report By
 PC0210  HISTORY     - 1929     MONUMENTED       BPR
 PC0210  HISTORY     - 1942     GOOD             NGS
 PC0210  HISTORY     - 1954     MARK NOT FOUND   BPR
 PC0210
 PC0210                          STATION DESCRIPTION
 PC0210
 PC0210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 PC0210'11.9 MI NW FROM OAKRIDGE.
 PC0210'11.9 MILES NORTHWEST OF THE POST OFFICE ALONG STATE HIGHWAY 58, 40
 PC0210'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 8 FEET ABOVE THE ROAD
 PC0210'SURFACE AND 3 FEET WEST OF A 36-INCH FIR TREE.  WITNESS POST SET.
 PC0210
 PC0210                          STATION RECOVERY (1954)
 PC0210
 PC0210'RECOVERY NOTE BY US BUREAU OF PUBLIC ROADS 1954
 PC0210'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0209 ***********************************************************************
 PC0209  DESIGNATION -  21 A 21
 PC0209  PID         -  PC0209
 PC0209  STATE/COUNTY-  OR/LANE
 PC0209  USGS QUAD   -  WESTFIR WEST (1997)
 PC0209
 PC0209                         *CURRENT SURVEY CONTROL
 PC0209  ___________________________________________________________________
 PC0209* NAD 83(1986)-  43 49 45.     (N)    122 37 12.     (W)     SCALED    
 PC0209* NAVD 88     -       266.072  (meters)     872.94   (feet)  ADJUSTED  
 PC0209  ___________________________________________________________________
 PC0209  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 PC0209  DYNAMIC HT  -         266.010 (meters)     872.73  (feet)  COMP
 PC0209  MODELED GRAV-     980,377.8   (mgal)                       NAVD 88
 PC0209
 PC0209  VERT ORDER  -  SECOND    CLASS 0
 PC0209
 PC0209.The horizontal coordinates were scaled from a topographic map and have
 PC0209.an estimated accuracy of +/- 6 seconds.
 PC0209
 PC0209.The orthometric height was determined by differential leveling
 PC0209.and adjusted in June 1991.
 PC0209
 PC0209.The geoid height was determined by GEOID03.
 PC0209
 PC0209.The dynamic height is computed by dividing the NAVD 88
 PC0209.geopotential number by the normal gravity value computed on the
 PC0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0209.degrees latitude (g = 980.6199 gals.).
 PC0209
 PC0209.The modeled gravity was interpolated from observed gravity values.
 PC0209
 PC0209;                    North         East    Units  Estimated Accuracy
 PC0209;SPC OR S     -   242,380.    1,329,500.      MT  (+/- 180 meters Scaled)
 PC0209
 PC0209                          SUPERSEDED SURVEY CONTROL
 PC0209
 PC0209  NGVD 29 (??/??/92)  264.964  (m)          869.30   (f) ADJ UNCH    2 0
 PC0209
 PC0209.Superseded values are not recommended for survey control.
 PC0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0209.See file dsdata.txt to determine how the superseded data were derived.
 PC0209
 PC0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP305529(NAD 83)
 PC0209_MARKER: DD = SURVEY DISK
 PC0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PC0209_STAMPING: 21 A 21 1929
 PC0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0209+STABILITY: SURFACE MOTION
 PC0209
 PC0209  HISTORY     - Date     Condition        Report By
 PC0209  HISTORY     - 1929     MONUMENTED       BPR
 PC0209  HISTORY     - 1942     GOOD             NGS
 PC0209  HISTORY     - 1954     MARK NOT FOUND   BPR
 PC0209
 PC0209                          STATION DESCRIPTION
 PC0209
 PC0209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 PC0209'11.9 MI NW FROM OAKRIDGE.
 PC0209'11.9 MILES NORTHWEST OF THE POST OFFICE.  ALONG STATE HIGHWAY 58, 40
 PC0209'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 10 FEET BELOW THE
 PC0209'ROADWAY AND 8 FEET SOUTH OF THE WILLAMETTE RIVER.  WITNESS POST SET.
 PC0209
 PC0209                          STATION RECOVERY (1954)
 PC0209
 PC0209'RECOVERY NOTE BY US BUREAU OF PUBLIC ROADS 1954
 PC0209'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0198 ***********************************************************************
 PC0198  DESIGNATION -  21 A 3
 PC0198  PID         -  PC0198
 PC0198  STATE/COUNTY-  OR/LANE
 PC0198  USGS QUAD   -  MOUNT JUNE (1986)
 PC0198
 PC0198                         *CURRENT SURVEY CONTROL
 PC0198  ___________________________________________________________________
 PC0198* NAD 83(1986)-  43 51 04.     (N)    122 39 39.     (W)     SCALED    
 PC0198* NAVD 88     -       253.151  (meters)     830.55   (feet)  ADJUSTED  
 PC0198  ___________________________________________________________________
 PC0198  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 PC0198  DYNAMIC HT  -         253.092 (meters)     830.35  (feet)  COMP
 PC0198  MODELED GRAV-     980,381.4   (mgal)                       NAVD 88
 PC0198
 PC0198  VERT ORDER  -  SECOND    CLASS 0
 PC0198
 PC0198.The horizontal coordinates were scaled from a topographic map and have
 PC0198.an estimated accuracy of +/- 6 seconds.
 PC0198
 PC0198.The orthometric height was determined by differential leveling
 PC0198.and adjusted in June 1991.
 PC0198
 PC0198.The geoid height was determined by GEOID03.
 PC0198
 PC0198.The dynamic height is computed by dividing the NAVD 88
 PC0198.geopotential number by the normal gravity value computed on the
 PC0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0198.degrees latitude (g = 980.6199 gals.).
 PC0198
 PC0198.The modeled gravity was interpolated from observed gravity values.
 PC0198
 PC0198;                    North         East    Units  Estimated Accuracy
 PC0198;SPC OR S     -   244,900.    1,326,280.      MT  (+/- 180 meters Scaled)
 PC0198
 PC0198                          SUPERSEDED SURVEY CONTROL
 PC0198
 PC0198  NGVD 29 (??/??/92)  252.043  (m)          826.91   (f) ADJ UNCH    2 0
 PC0198
 PC0198.Superseded values are not recommended for survey control.
 PC0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0198.See file dsdata.txt to determine how the superseded data were derived.
 PC0198
 PC0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP272553(NAD 83)
 PC0198_MARKER: DD = SURVEY DISK
 PC0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PC0198_STAMPING: 21 A 3 1929 815
 PC0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0198+STABILITY: SURFACE MOTION
 PC0198
 PC0198  HISTORY     - Date     Condition        Report By
 PC0198  HISTORY     - 1929     MONUMENTED       BPR
 PC0198  HISTORY     - 1942     GOOD             NGS
 PC0198  HISTORY     - 1954     MARK NOT FOUND   BPR
 PC0198
 PC0198                          STATION DESCRIPTION
 PC0198
 PC0198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 PC0198'14.6 MI NW FROM OAKRIDGE.
 PC0198'14.6 MILES NORTHWEST OF THE POST OFFICE.  ALONG STATE HIGHWAY 58, 40
 PC0198'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, MIDWAY OF A SHORT
 PC0198'HIGHWAY TANGENT, 125 FEET EAST OF A LARGE WHITE HOUSE AND 2 FEET FROM
 PC0198'A FENCE.
 PC0198
 PC0198                          STATION RECOVERY (1954)
 PC0198
 PC0198'RECOVERY NOTE BY US BUREAU OF PUBLIC ROADS 1954
 PC0198'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0213 ***********************************************************************
 PC0213  DESIGNATION -  21 A 33
 PC0213  PID         -  PC0213
 PC0213  STATE/COUNTY-  OR/LANE
 PC0213  USGS QUAD   -  WESTFIR WEST (1997)
 PC0213
 PC0213                         *CURRENT SURVEY CONTROL
 PC0213  ___________________________________________________________________
 PC0213* NAD 83(1986)-  43 49 06.     (N)    122 35 58.     (W)     SCALED    
 PC0213* NAVD 88     -       278.969  (meters)     915.25   (feet)  ADJUSTED  
 PC0213  ___________________________________________________________________
 PC0213  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 PC0213  DYNAMIC HT  -         278.901 (meters)     915.03  (feet)  COMP
 PC0213  MODELED GRAV-     980,368.3   (mgal)                       NAVD 88
 PC0213
 PC0213  VERT ORDER  -  SECOND    CLASS 0
 PC0213
 PC0213.The horizontal coordinates were scaled from a topographic map and have
 PC0213.an estimated accuracy of +/- 6 seconds.
 PC0213
 PC0213.The orthometric height was determined by differential leveling
 PC0213.and adjusted in June 1991.
 PC0213
 PC0213.The geoid height was determined by GEOID03.
 PC0213
 PC0213.The dynamic height is computed by dividing the NAVD 88
 PC0213.geopotential number by the normal gravity value computed on the
 PC0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0213.degrees latitude (g = 980.6199 gals.).
 PC0213
 PC0213.The modeled gravity was interpolated from observed gravity values.
 PC0213
 PC0213;                    North         East    Units  Estimated Accuracy
 PC0213;SPC OR S     -   241,140.    1,331,120.      MT  (+/- 180 meters Scaled)
 PC0213
 PC0213                          SUPERSEDED SURVEY CONTROL
 PC0213
 PC0213  NGVD 29 (??/??/92)  277.859  (m)          911.61   (f) ADJ UNCH    2 0
 PC0213
 PC0213.Superseded values are not recommended for survey control.
 PC0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0213.See file dsdata.txt to determine how the superseded data were derived.
 PC0213
 PC0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP322517(NAD 83)
 PC0213_MARKER: DD = SURVEY DISK
 PC0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PC0213_STAMPING: 21 A 33 1929
 PC0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0213+STABILITY: SURFACE MOTION
 PC0213
 PC0213  HISTORY     - Date     Condition        Report By
 PC0213  HISTORY     - 1929     MONUMENTED       BPR
 PC0213  HISTORY     - 1942     GOOD             NGS
 PC0213  HISTORY     - 1954     MARK NOT FOUND   BPR
 PC0213
 PC0213                          STATION DESCRIPTION
 PC0213
 PC0213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 PC0213'10.3 MI NW FROM OAKRIDGE.
 PC0213'10.3 MILES NORTHWEST OF THE POST OFFICE ALONG STATE HIGHWAY 58, 40
 PC0213'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 35 FEET SOUTHEAST OF
 PC0213'DUVAL CREEK BRIDGE AND 2 FEET ABOVE THE ROAD SURFACE.
 PC0213
 PC0213                          STATION RECOVERY (1954)
 PC0213
 PC0213'RECOVERY NOTE BY US BUREAU OF PUBLIC ROADS 1954
 PC0213'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0199 ***********************************************************************
 PC0199  DESIGNATION -  21 A 6
 PC0199  PID         -  PC0199
 PC0199  STATE/COUNTY-  OR/LANE
 PC0199  USGS QUAD   -  MOUNT JUNE (1986)
 PC0199
 PC0199                         *CURRENT SURVEY CONTROL
 PC0199  ___________________________________________________________________
 PC0199* NAD 83(1986)-  43 50 57.     (N)    122 39 13.     (W)     SCALED    
 PC0199* NAVD 88     -       258.466  (meters)     847.98   (feet)  ADJUSTED  
 PC0199  ___________________________________________________________________
 PC0199  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 PC0199  DYNAMIC HT  -         258.405 (meters)     847.78  (feet)  COMP
 PC0199  MODELED GRAV-     980,380.4   (mgal)                       NAVD 88
 PC0199
 PC0199  VERT ORDER  -  SECOND    CLASS 0
 PC0199
 PC0199.The horizontal coordinates were scaled from a topographic map and have
 PC0199.an estimated accuracy of +/- 6 seconds.
 PC0199
 PC0199.The orthometric height was determined by differential leveling
 PC0199.and adjusted in June 1991.
 PC0199
 PC0199.The geoid height was determined by GEOID03.
 PC0199
 PC0199.The dynamic height is computed by dividing the NAVD 88
 PC0199.geopotential number by the normal gravity value computed on the
 PC0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0199.degrees latitude (g = 980.6199 gals.).
 PC0199
 PC0199.The modeled gravity was interpolated from observed gravity values.
 PC0199
 PC0199;                    North         East    Units  Estimated Accuracy
 PC0199;SPC OR S     -   244,670.    1,326,860.      MT  (+/- 180 meters Scaled)
 PC0199
 PC0199                          SUPERSEDED SURVEY CONTROL
 PC0199
 PC0199  NGVD 29 (??/??/92)  257.356  (m)          844.34   (f) ADJ UNCH    2 0
 PC0199
 PC0199.Superseded values are not recommended for survey control.
 PC0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0199.See file dsdata.txt to determine how the superseded data were derived.
 PC0199
 PC0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP278551(NAD 83)
 PC0199_MARKER: DD = SURVEY DISK
 PC0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PC0199_STAMPING: 21 A 6 1929 844
 PC0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0199+STABILITY: SURFACE MOTION
 PC0199
 PC0199  HISTORY     - Date     Condition        Report By
 PC0199  HISTORY     - 1929     MONUMENTED       BPR
 PC0199  HISTORY     - 1942     GOOD             NGS
 PC0199  HISTORY     - 1954     MARK NOT FOUND   BPR
 PC0199
 PC0199                          STATION DESCRIPTION
 PC0199
 PC0199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 PC0199'14.3 MI NW FROM *OAKRIDGE.
 PC0199'14.3 MILES NORTHWEST OF THE POST OFFICE.  ALONG STATE HIGHWAY 58, 40
 PC0199'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, NEAR THE WEST END OF A
 PC0199'SHORT HIGHWAY TANGENT, AND 45 FEET NORTH OF A LARGE WHITE HOUSE.
 PC0199
 PC0199                          STATION RECOVERY (1954)
 PC0199
 PC0199'RECOVERY NOTE BY US BUREAU OF PUBLIC ROADS 1954
 PC0199'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0200 ***********************************************************************
 PC0200  DESIGNATION -  21 A 7
 PC0200  PID         -  PC0200
 PC0200  STATE/COUNTY-  OR/LANE
 PC0200  USGS QUAD   -  MOUNT JUNE (1986)
 PC0200
 PC0200                         *CURRENT SURVEY CONTROL
 PC0200  ___________________________________________________________________
 PC0200* NAD 83(1986)-  43 50 56.     (N)    122 38 44.     (W)     SCALED    
 PC0200* NAVD 88     -       258.874  (meters)     849.32   (feet)  ADJUSTED  
 PC0200  ___________________________________________________________________
 PC0200  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 PC0200  DYNAMIC HT  -         258.814 (meters)     849.13  (feet)  COMP
 PC0200  MODELED GRAV-     980,380.4   (mgal)                       NAVD 88
 PC0200
 PC0200  VERT ORDER  -  SECOND    CLASS 0
 PC0200
 PC0200.The horizontal coordinates were scaled from a topographic map and have
 PC0200.an estimated accuracy of +/- 6 seconds.
 PC0200
 PC0200.The orthometric height was determined by differential leveling
 PC0200.and adjusted in June 1991.
 PC0200
 PC0200.The geoid height was determined by GEOID03.
 PC0200
 PC0200.The dynamic height is computed by dividing the NAVD 88
 PC0200.geopotential number by the normal gravity value computed on the
 PC0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0200.degrees latitude (g = 980.6199 gals.).
 PC0200
 PC0200.The modeled gravity was interpolated from observed gravity values.
 PC0200
 PC0200;                    North         East    Units  Estimated Accuracy
 PC0200;SPC OR S     -   244,620.    1,327,500.      MT  (+/- 180 meters Scaled)
 PC0200
 PC0200                          SUPERSEDED SURVEY CONTROL
 PC0200
 PC0200  NGVD 29 (??/??/92)  257.765  (m)          845.68   (f) ADJ UNCH    2 0
 PC0200
 PC0200.Superseded values are not recommended for survey control.
 PC0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0200.See file dsdata.txt to determine how the superseded data were derived.
 PC0200
 PC0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP284551(NAD 83)
 PC0200_MARKER: DD = SURVEY DISK
 PC0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PC0200_STAMPING: 21 A 7 1929 845
 PC0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0200+STABILITY: SURFACE MOTION
 PC0200
 PC0200  HISTORY     - Date     Condition        Report By
 PC0200  HISTORY     - 1929     MONUMENTED       BPR
 PC0200  HISTORY     - 1942     GOOD             NGS
 PC0200  HISTORY     - 1954     MARK NOT FOUND   BPR
 PC0200
 PC0200                          STATION DESCRIPTION
 PC0200
 PC0200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 PC0200'13.95 MI NW FROM OAKRIDGE.
 PC0200'13.95 MILES NORTHWEST OF THE POST OFFICE.  ALONG STATE HIGHWAY 58, 30
 PC0200'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, NEAR THE WEST END OF A
 PC0200'LONG HIGHWAY TANGENT, 80 FEET SOUTH OF BENCH MARK 21 A 8(USBPR), AND 1
 PC0200'FOOT FROM A FARM FENCE.
 PC0200
 PC0200                          STATION RECOVERY (1954)
 PC0200
 PC0200'RECOVERY NOTE BY US BUREAU OF PUBLIC ROADS 1954
 PC0200'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0201 ***********************************************************************
 PC0201  DESIGNATION -  21 A 8
 PC0201  PID         -  PC0201
 PC0201  STATE/COUNTY-  OR/LANE
 PC0201  USGS QUAD   -  MOUNT JUNE (1986)
 PC0201
 PC0201                         *CURRENT SURVEY CONTROL
 PC0201  ___________________________________________________________________
 PC0201* NAD 83(1986)-  43 50 56.     (N)    122 38 44.     (W)     SCALED    
 PC0201* NAVD 88     -       255.401  (meters)     837.93   (feet)  ADJUSTED  
 PC0201  ___________________________________________________________________
 PC0201  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 PC0201  DYNAMIC HT  -         255.341 (meters)     837.73  (feet)  COMP
 PC0201  MODELED GRAV-     980,380.4   (mgal)                       NAVD 88
 PC0201
 PC0201  VERT ORDER  -  SECOND    CLASS 0
 PC0201
 PC0201.The horizontal coordinates were scaled from a topographic map and have
 PC0201.an estimated accuracy of +/- 6 seconds.
 PC0201
 PC0201.The orthometric height was determined by differential leveling
 PC0201.and adjusted in June 1991.
 PC0201
 PC0201.The geoid height was determined by GEOID03.
 PC0201
 PC0201.The dynamic height is computed by dividing the NAVD 88
 PC0201.geopotential number by the normal gravity value computed on the
 PC0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0201.degrees latitude (g = 980.6199 gals.).
 PC0201
 PC0201.The modeled gravity was interpolated from observed gravity values.
 PC0201
 PC0201;                    North         East    Units  Estimated Accuracy
 PC0201;SPC OR S     -   244,620.    1,327,500.      MT  (+/- 180 meters Scaled)
 PC0201
 PC0201                          SUPERSEDED SURVEY CONTROL
 PC0201
 PC0201  NGVD 29 (??/??/92)  254.291  (m)          834.29   (f) ADJ UNCH    2 0
 PC0201
 PC0201.Superseded values are not recommended for survey control.
 PC0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0201.See file dsdata.txt to determine how the superseded data were derived.
 PC0201
 PC0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP284551(NAD 83)
 PC0201_MARKER: DD = SURVEY DISK
 PC0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PC0201_STAMPING: 21A 8 1929 834
 PC0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0201+STABILITY: SURFACE MOTION
 PC0201
 PC0201  HISTORY     - Date     Condition        Report By
 PC0201  HISTORY     - 1929     MONUMENTED       BPR
 PC0201  HISTORY     - 1942     GOOD             NGS
 PC0201  HISTORY     - 1954     MARK NOT FOUND   BPR
 PC0201
 PC0201                          STATION DESCRIPTION
 PC0201
 PC0201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 PC0201'13.95 MI NW FROM OAKRIDGE.
 PC0201'13.95 MILES NORTHWEST OF THE POST OFFICE.  ALONG STATE HIGHWAY 58, 45
 PC0201'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY NEAR THE WEST END OF A
 PC0201'LONG HIGHWAY TANGENT, 500 FEET EAST OF A SMALL WHITE HOUSE AND 10 FEET
 PC0201'NORTH OF A LARGE FIR TREE.  WITNESS POST SET.
 PC0201
 PC0201                          STATION RECOVERY (1954)
 PC0201
 PC0201'RECOVERY NOTE BY US BUREAU OF PUBLIC ROADS 1954
 PC0201'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0202 ***********************************************************************
 PC0202  DESIGNATION -  21 A 9
 PC0202  PID         -  PC0202
 PC0202  STATE/COUNTY-  OR/LANE
 PC0202  USGS QUAD   -  MOUNT JUNE (1986)
 PC0202
 PC0202                         *CURRENT SURVEY CONTROL
 PC0202  ___________________________________________________________________
 PC0202* NAD 83(1986)-  43 50 56.     (N)    122 38 24.     (W)     SCALED    
 PC0202* NAVD 88     -       255.317  (meters)     837.65   (feet)  ADJUSTED  
 PC0202  ___________________________________________________________________
 PC0202  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 PC0202  DYNAMIC HT  -         255.258 (meters)     837.46  (feet)  COMP
 PC0202  MODELED GRAV-     980,380.2   (mgal)                       NAVD 88
 PC0202
 PC0202  VERT ORDER  -  SECOND    CLASS 0
 PC0202
 PC0202.The horizontal coordinates were scaled from a topographic map and have
 PC0202.an estimated accuracy of +/- 6 seconds.
 PC0202
 PC0202.The orthometric height was determined by differential leveling
 PC0202.and adjusted in June 1991.
 PC0202
 PC0202.The geoid height was determined by GEOID03.
 PC0202
 PC0202.The dynamic height is computed by dividing the NAVD 88
 PC0202.geopotential number by the normal gravity value computed on the
 PC0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0202.degrees latitude (g = 980.6199 gals.).
 PC0202
 PC0202.The modeled gravity was interpolated from observed gravity values.
 PC0202
 PC0202;                    North         East    Units  Estimated Accuracy
 PC0202;SPC OR S     -   244,610.    1,327,950.      MT  (+/- 180 meters Scaled)
 PC0202
 PC0202                          SUPERSEDED SURVEY CONTROL
 PC0202
 PC0202  NGVD 29 (??/??/92)  254.208  (m)          834.01   (f) ADJ UNCH    2 0
 PC0202
 PC0202.Superseded values are not recommended for survey control.
 PC0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0202.See file dsdata.txt to determine how the superseded data were derived.
 PC0202
 PC0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP289551(NAD 83)
 PC0202_MARKER: DD = SURVEY DISK
 PC0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PC0202_STAMPING: 21 A 9 1929 834
 PC0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0202+STABILITY: SURFACE MOTION
 PC0202
 PC0202  HISTORY     - Date     Condition        Report By
 PC0202  HISTORY     - 1929     MONUMENTED       BPR
 PC0202  HISTORY     - 1942     GOOD             NGS
 PC0202  HISTORY     - 1954     MARK NOT FOUND   BPR
 PC0202
 PC0202                          STATION DESCRIPTION
 PC0202
 PC0202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 PC0202'13.65 MI NW FROM OAKRIDGE.
 PC0202'13.65 MILES NORTHWEST OF THE POST OFFICE.  ALONG STATE HIGHWAY 58, 40
 PC0202'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, NEAR THE EAST END OF A
 PC0202'HIGHWAY TANGENT, 85 FEET SOUTH OF B. M.21 A 10 (USBPR) AND 1 FOOT FROM
 PC0202'A FENCE.
 PC0202
 PC0202                          STATION RECOVERY (1954)
 PC0202
 PC0202'RECOVERY NOTE BY US BUREAU OF PUBLIC ROADS 1954
 PC0202'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0625 ***********************************************************************
 NW0625  DESIGNATION -  21 BKC
 NW0625  PID         -  NW0625
 NW0625  STATE/COUNTY-  OR/MALHEUR
 NW0625  USGS QUAD   -  SQUAW FLAT (1980)
 NW0625
 NW0625                         *CURRENT SURVEY CONTROL
 NW0625  ___________________________________________________________________
 NW0625* NAD 83(1986)-  42 32 39.     (N)    117 20 56.     (W)     SCALED    
 NW0625* NAVD 88     -      1511.993  (meters)    4960.60   (feet)  ADJUSTED  
 NW0625  ___________________________________________________________________
 NW0625  GEOID HEIGHT-         -17.64  (meters)                     GEOID03
 NW0625  DYNAMIC HT  -        1511.073 (meters)    4957.58  (feet)  COMP
 NW0625  MODELED GRAV-     979,958.8   (mgal)                       NAVD 88
 NW0625
 NW0625  VERT ORDER  -  SECOND    CLASS 0
 NW0625
 NW0625.The horizontal coordinates were scaled from a topographic map and have
 NW0625.an estimated accuracy of +/- 6 seconds.
 NW0625
 NW0625.The orthometric height was determined by differential leveling
 NW0625.and adjusted in August 1995.
 NW0625
 NW0625.The geoid height was determined by GEOID03.
 NW0625
 NW0625.The dynamic height is computed by dividing the NAVD 88
 NW0625.geopotential number by the normal gravity value computed on the
 NW0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0625.degrees latitude (g = 980.6199 gals.).
 NW0625
 NW0625.The modeled gravity was interpolated from observed gravity values.
 NW0625
 NW0625;                    North         East    Units  Estimated Accuracy
 NW0625;SPC OR S     -   102,350.    1,758,760.      MT  (+/- 180 meters Scaled)
 NW0625
 NW0625                          SUPERSEDED SURVEY CONTROL
 NW0625
 NW0625.No superseded survey control is available for this station.
 NW0625
 NW0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH713102(NAD 83)
 NW0625_MARKER: DB = BENCH MARK DISK
 NW0625_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0625_SP_SET: COPPER-CLAD STEEL ROD
 NW0625_STAMPING: 21 BKC 1973 4957
 NW0625_MARK LOGO: USGS  
 NW0625_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0625_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0625_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0625+SATELLITE: SATELLITE OBSERVATIONS - 1973
 NW0625
 NW0625  HISTORY     - Date     Condition        Report By
 NW0625  HISTORY     - 1973     MONUMENTED       USGS
 NW0625
 NW0625                          STATION DESCRIPTION
 NW0625
 NW0625'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 NW0625'FROM ROME, OREGON PROCEED 29.8 MILES SOUTH AND SOUTHEAST ALONG A
 NW0625'TRACK ROAD, THENCE 6.3 MILES SOUTHWEST AND SOUTH ALONG A TRACK ROAD,
 NW0625'AT THE TOP OF A RIDGE, 18 FEET SOUTHEAST OF THE CENTERLINE OF THE
 NW0625'ROAD, 3 FEET NORTH OF A GREEN STEEL FENCEPOST, SET ON 5/8-INCH
 NW0625'COPPER-COATED ROD DRIVEN TO REFUSAL (ROD DEPTH UNKNOWN) WITH THE TOP
 NW0625'ENCASED IN 6-INCH DRAINPIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0761 ***********************************************************************
 PA0761  DESIGNATION -  21 FMK
 PA0761  PID         -  PA0761
 PA0761  STATE/COUNTY-  OR/HARNEY
 PA0761  USGS QUAD   -  JACKASS BUTTE (1967)
 PA0761
 PA0761                         *CURRENT SURVEY CONTROL
 PA0761  ___________________________________________________________________
 PA0761* NAD 83(1986)-  43 07 05.     (N)    118 54 55.     (W)     SCALED    
 PA0761* NAVD 88     -      1259.516  (meters)    4132.26   (feet)  ADJUSTED  
 PA0761  ___________________________________________________________________
 PA0761  GEOID HEIGHT-         -19.25  (meters)                     GEOID03
 PA0761  DYNAMIC HT  -        1258.848 (meters)    4130.07  (feet)  COMP
 PA0761  MODELED GRAV-     980,046.5   (mgal)                       NAVD 88
 PA0761
 PA0761  VERT ORDER  -  SECOND    CLASS 0
 PA0761
 PA0761.The horizontal coordinates were scaled from a topographic map and have
 PA0761.an estimated accuracy of +/- 6 seconds.
 PA0761
 PA0761.The orthometric height was determined by differential leveling
 PA0761.and adjusted in August 1995.
 PA0761
 PA0761.The geoid height was determined by GEOID03.
 PA0761
 PA0761.The dynamic height is computed by dividing the NAVD 88
 PA0761.geopotential number by the normal gravity value computed on the
 PA0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0761.degrees latitude (g = 980.6199 gals.).
 PA0761
 PA0761.The modeled gravity was interpolated from observed gravity values.
 PA0761
 PA0761;                    North         East    Units  Estimated Accuracy
 PA0761;SPC OR S     -   162,440.    1,628,950.      MT  (+/- 180 meters Scaled)
 PA0761
 PA0761                          SUPERSEDED SURVEY CONTROL
 PA0761
 PA0761.No superseded survey control is available for this station.
 PA0761
 PA0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH441757(NAD 83)
 PA0761_MARKER: DB = BENCH MARK DISK
 PA0761_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PA0761_SP_SET: COPPER-CLAD STEEL ROD
 PA0761_STAMPING: 21 FMK 1970 4128
 PA0761_MARK LOGO: USGS  
 PA0761_PROJECTION: FLUSH
 PA0761_MAGNETIC: I = MARKER IS A STEEL ROD
 PA0761_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PA0761_ROD/PIPE-DEPTH: 3.05 meters
 PA0761
 PA0761  HISTORY     - Date     Condition        Report By
 PA0761  HISTORY     - 1970     MONUMENTED       USGS
 PA0761
 PA0761                          STATION DESCRIPTION
 PA0761
 PA0761'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 PA0761'FROM THE BRIDGE OVER THE NARROWS, PROCEED 12.2 MILES SOUTH ALONG
 PA0761'STATE HIGHWAY 205, AT A T-ROAD SOUTHWEST TO FOSTER LAKE AND PLUSH,
 PA0761'132 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD TO FOSTER LAKE AND
 PA0761'PLUSH, 53 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 4 FEET
 PA0761'WEST OF POWER POLE NUMBER F426, WITNESS POST SET AT BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2703 ***********************************************************************
 QE2703  DESIGNATION -  21 KJO
 QE2703  PID         -  QE2703
 QE2703  STATE/COUNTY-  OR/LINCOLN
 QE2703  USGS QUAD   -  ELK CITY (1984)
 QE2703
 QE2703                         *CURRENT SURVEY CONTROL
 QE2703  ___________________________________________________________________
 QE2703* NAD 83(1986)-  44 32 07.     (N)    123 51 07.     (W)     SCALED    
 QE2703* NAVD 88     -       157.464  (meters)     516.61   (feet)  ADJUSTED  
 QE2703  ___________________________________________________________________
 QE2703  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 QE2703  DYNAMIC HT  -         157.456 (meters)     516.59  (feet)  COMP
 QE2703  MODELED GRAV-     980,563.6   (mgal)                       NAVD 88
 QE2703
 QE2703  VERT ORDER  -  SECOND    CLASS I
 QE2703
 QE2703.The horizontal coordinates were scaled from a topographic map and have
 QE2703.an estimated accuracy of +/- 6 seconds.
 QE2703
 QE2703.The orthometric height was determined by differential leveling
 QE2703.and adjusted in August 1995.
 QE2703
 QE2703.The geoid height was determined by GEOID03.
 QE2703
 QE2703.The dynamic height is computed by dividing the NAVD 88
 QE2703.geopotential number by the normal gravity value computed on the
 QE2703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE2703.degrees latitude (g = 980.6199 gals.).
 QE2703
 QE2703.The modeled gravity was interpolated from observed gravity values.
 QE2703
 QE2703;                    North         East    Units  Estimated Accuracy
 QE2703;SPC OR N     -   102,050.    2,233,670.      MT  (+/- 180 meters Scaled)
 QE2703
 QE2703                          SUPERSEDED SURVEY CONTROL
 QE2703
 QE2703.No superseded survey control is available for this station.
 QE2703
 QE2703_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ323316(NAD 83)
 QE2703_MARKER: DB = BENCH MARK DISK
 QE2703_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QE2703_SP_SET: COPPER-CLAD STEEL ROD
 QE2703_STAMPING: 21 KJO 1979 513
 QE2703_MARK LOGO: USGS  
 QE2703_PROJECTION: PROJECTING 8 CENTIMETERS
 QE2703_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE2703_ROD/PIPE-DEPTH: 7.62 meters
 QE2703
 QE2703  HISTORY     - Date     Condition        Report By
 QE2703  HISTORY     - 1979     MONUMENTED       USGS
 QE2703
 QE2703                          STATION DESCRIPTION
 QE2703
 QE2703'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 QE2703'15.9 KM (9.85 MI) SW FROM HARLAN.
 QE2703'HARLAN, 9.86 MI SW OF.  AT BEND IN RD, 101 FT NE OF T-RD NORTH, 34 FT
 QE2703'NW OF 7-FOOT DIAMETER CORRUGATED STEEL CULVERT, 31 FT N OF CENTERLINE
 QE2703'OF RD.
 QE2703'THE MARK IS 0.6 FT  S FROM  A WITNESS POST
 QE2703'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0792 ***********************************************************************
 PA0792  DESIGNATION -  21 LRC
 PA0792  PID         -  PA0792
 PA0792  STATE/COUNTY-  OR/HARNEY
 PA0792  USGS QUAD   -  DRY VALLEY RIM (1984)
 PA0792
 PA0792                         *CURRENT SURVEY CONTROL
 PA0792  ___________________________________________________________________
 PA0792* NAD 83(1986)-  43 02 43.     (N)    119 43 47.     (W)     SCALED    
 PA0792* NAVD 88     -      1375.973  (meters)    4514.34   (feet)  ADJUSTED  
 PA0792  ___________________________________________________________________
 PA0792  GEOID HEIGHT-         -19.81  (meters)                     GEOID03
 PA0792  DYNAMIC HT  -        1375.199 (meters)    4511.80  (feet)  COMP
 PA0792  MODELED GRAV-     980,010.3   (mgal)                       NAVD 88
 PA0792
 PA0792  VERT ORDER  -  SECOND    CLASS 0
 PA0792
 PA0792.The horizontal coordinates were scaled from a topographic map and have
 PA0792.an estimated accuracy of +/- 6 seconds.
 PA0792
 PA0792.The orthometric height was determined by differential leveling
 PA0792.and adjusted in August 1995.
 PA0792
 PA0792.The geoid height was determined by GEOID03.
 PA0792
 PA0792.The dynamic height is computed by dividing the NAVD 88
 PA0792.geopotential number by the normal gravity value computed on the
 PA0792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0792.degrees latitude (g = 980.6199 gals.).
 PA0792
 PA0792.The modeled gravity was interpolated from observed gravity values.
 PA0792
 PA0792;                    North         East    Units  Estimated Accuracy
 PA0792;SPC OR S     -   153,430.    1,562,760.      MT  (+/- 180 meters Scaled)
 PA0792
 PA0792                          SUPERSEDED SURVEY CONTROL
 PA0792
 PA0792.No superseded survey control is available for this station.
 PA0792
 PA0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKH776694(NAD 83)
 PA0792_MARKER: DB = BENCH MARK DISK
 PA0792_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PA0792+WITH SETTING: INFORMATION.
 PA0792_SP_SET: METAL ROD DRIVEN INTO GROUND
 PA0792_STAMPING: 21 LRC 1970 4510
 PA0792_MARK LOGO: USGS  
 PA0792_MAGNETIC: I = MARKER IS A STEEL ROD
 PA0792_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PA0792
 PA0792  HISTORY     - Date     Condition        Report By
 PA0792  HISTORY     - 1970     MONUMENTED       USGS
 PA0792
 PA0792                          STATION DESCRIPTION
 PA0792
 PA0792'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 PA0792'FROM WAGONTIRE, OREGON, PROCEED 4.5 MILES SOUTHWEST ALONG U S HIGHWAY
 PA0792'395 TO DRY VALLEY ROAD, THENCE 16.9 MILES SOUTH ALONG DRY VALLEY
 PA0792'ROAD, 4.7 MILES SOUTH OF DRY VALLEY RANCH HOUSE, 0.5 MILE SOUTH OF A
 PA0792'ROAD EAST TO A RED HOUSE, 36 FEET EAST OF THE CENTERLINE OF THE ROAD,
 PA0792'3 FEET WEST OF A WITNESS POST.  THE ROD DEPTH IS UNKNOWN AND FLUSH
 PA0792'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0059 ***********************************************************************
 PC0059  DESIGNATION -  21 M
 PC0059  PID         -  PC0059
 PC0059  STATE/COUNTY-  OR/DOUGLAS
 PC0059  USGS QUAD   -  FISH CREEK DESERT (1997)
 PC0059
 PC0059                         *CURRENT SURVEY CONTROL
 PC0059  ___________________________________________________________________
 PC0059* NAD 83(1986)-  43 13 49.     (N)    122 27 45.     (W)     SCALED    
 PC0059* NAVD 88     -       945.928  (meters)    3103.43   (feet)  ADJUSTED  
 PC0059  ___________________________________________________________________
 PC0059  GEOID HEIGHT-         -22.63  (meters)                     GEOID03
 PC0059  DYNAMIC HT  -         945.506 (meters)    3102.05  (feet)  COMP
 PC0059  MODELED GRAV-     980,142.2   (mgal)                       NAVD 88
 PC0059
 PC0059  VERT ORDER  -  FIRST     CLASS II
 PC0059
 PC0059.The horizontal coordinates were scaled from a topographic map and have
 PC0059.an estimated accuracy of +/- 6 seconds.
 PC0059
 PC0059.The orthometric height was determined by differential leveling
 PC0059.and adjusted in June 1991.
 PC0059
 PC0059.The geoid height was determined by GEOID03.
 PC0059
 PC0059.The dynamic height is computed by dividing the NAVD 88
 PC0059.geopotential number by the normal gravity value computed on the
 PC0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0059.degrees latitude (g = 980.6199 gals.).
 PC0059
 PC0059.The modeled gravity was interpolated from observed gravity values.
 PC0059
 PC0059;                    North         East    Units  Estimated Accuracy
 PC0059;SPC OR S     -   175,560.    1,340,610.      MT  (+/- 180 meters Scaled)
 PC0059
 PC0059                          SUPERSEDED SURVEY CONTROL
 PC0059
 PC0059  NGVD 29 (??/??/92)  944.739  (m)         3099.53   (f) ADJ UNCH    1 2
 PC0059
 PC0059.Superseded values are not recommended for survey control.
 PC0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0059.See file dsdata.txt to determine how the superseded data were derived.
 PC0059
 PC0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN436865(NAD 83)
 PC0059_MARKER: DD = SURVEY DISK
 PC0059_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PC0059_SP_SET: TILE POST
 PC0059_STAMPING: 21 M 1935
 PC0059_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PC0059
 PC0059  HISTORY     - Date     Condition        Report By
 PC0059  HISTORY     - 1935     MONUMENTED       USGS
 PC0059  HISTORY     - 1941     GOOD             NGS
 PC0059  HISTORY     - 19841101 MARK NOT FOUND   USGS
 PC0059
 PC0059                          STATION DESCRIPTION
 PC0059
 PC0059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 PC0059'IN BIG CAMAS.
 PC0059'BETWEEN THE OFFICE AND THE RANGERS RESIDENCE, 170 FEET NORTH OF THE
 PC0059'WEATHER STATION AND FLAGPOLE, 80 FEET NORTHEAST OF OFFICE BUILDING, 10
 PC0059'FEET EAST OF A CLOTHES LINE.
 PC0059
 PC0059                          STATION RECOVERY (1984)
 PC0059
 PC0059'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984 (PSM)
 PC0059'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0871 ***********************************************************************
 PB0871  DESIGNATION -  21 PSM
 PB0871  PID         -  PB0871
 PB0871  STATE/COUNTY-  OR/DESCHUTES
 PB0871  USGS QUAD   -  PLOT BUTTE (1981)
 PB0871
 PB0871                         *CURRENT SURVEY CONTROL
 PB0871  ___________________________________________________________________
 PB0871* NAD 83(1986)-  43 44 25.     (N)    120 45 33.     (W)     SCALED    
 PB0871* NAVD 88     -      1465.045  (meters)    4806.57   (feet)  ADJUSTED  
 PB0871  ___________________________________________________________________
 PB0871  GEOID HEIGHT-         -20.12  (meters)                     GEOID03
 PB0871  DYNAMIC HT  -        1464.308 (meters)    4804.15  (feet)  COMP
 PB0871  MODELED GRAV-     980,064.3   (mgal)                       NAVD 88
 PB0871
 PB0871  VERT ORDER  -  THIRD
 PB0871
 PB0871.The horizontal coordinates were scaled from a topographic map and have
 PB0871.an estimated accuracy of +/- 6 seconds.
 PB0871
 PB0871.The orthometric height was determined by differential leveling
 PB0871.and adjusted in August 1995.
 PB0871
 PB0871.The geoid height was determined by GEOID03.
 PB0871
 PB0871.The dynamic height is computed by dividing the NAVD 88
 PB0871.geopotential number by the normal gravity value computed on the
 PB0871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0871.degrees latitude (g = 980.6199 gals.).
 PB0871
 PB0871.The modeled gravity was interpolated from observed gravity values.
 PB0871
 PB0871;                    North         East    Units  Estimated Accuracy
 PB0871;SPC OR S     -   230,380.    1,479,120.      MT  (+/- 180 meters Scaled)
 PB0871
 PB0871                          SUPERSEDED SURVEY CONTROL
 PB0871
 PB0871.No superseded survey control is available for this station.
 PB0871
 PB0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP804454(NAD 83)
 PB0871_MARKER: DB = BENCH MARK DISK
 PB0871_SETTING: 66 = SET IN ROCK OUTCROP
 PB0871_SP_SET: BEDROCK
 PB0871_STAMPING: 21 PSM 1978 4803
 PB0871_MARK LOGO: USGS  
 PB0871_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PB0871+STABILITY: POSITION/ELEVATION WELL
 PB0871
 PB0871  HISTORY     - Date     Condition        Report By
 PB0871  HISTORY     - 1978     MONUMENTED       USGS
 PB0871
 PB0871                          STATION DESCRIPTION
 PB0871
 PB0871'DESCRIBED BY US GEOLOGICAL SURVEY 1978
 PB0871'29.0 KM (18.00 MI) SE FROM MILLICAN.
 PB0871'MILLICAN, 8.2 MI ESE OF, ALONG US HWY 20 TO T-RD, THENCE 5.7 MI S TO
 PB0871'X-RD, THENCE 4.1 MI SE ALONG MAIN RD.  IN SEC 23 T21S R16E, ON A
 PB0871'RISE, 68 FT E OF RD, 5 FT N OF CAIRN.
 PB0871'THE MARK IS 5 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0683 ***********************************************************************
 NW0683  DESIGNATION -  21 RTV
 NW0683  PID         -  NW0683
 NW0683  STATE/COUNTY-  OR/MALHEUR
 NW0683  USGS QUAD   -  GRASSHOPPER FLAT NORTH (1982)
 NW0683
 NW0683                         *CURRENT SURVEY CONTROL
 NW0683  ___________________________________________________________________
 NW0683* NAD 83(1986)-  42 17 22.     (N)    117 34 30.     (W)     SCALED    
 NW0683* NAVD 88     -      1689.038  (meters)    5541.45   (feet)  ADJUSTED  
 NW0683  ___________________________________________________________________
 NW0683  GEOID HEIGHT-         -17.93  (meters)                     GEOID03
 NW0683  DYNAMIC HT  -        1687.883 (meters)    5537.66  (feet)  COMP
 NW0683  MODELED GRAV-     979,877.5   (mgal)                       NAVD 88
 NW0683
 NW0683  VERT ORDER  -  SECOND    CLASS 0
 NW0683
 NW0683.The horizontal coordinates were scaled from a topographic map and have
 NW0683.an estimated accuracy of +/- 6 seconds.
 NW0683
 NW0683.The orthometric height was determined by differential leveling
 NW0683.and adjusted in August 1995.
 NW0683
 NW0683.The geoid height was determined by GEOID03.
 NW0683
 NW0683.The dynamic height is computed by dividing the NAVD 88
 NW0683.geopotential number by the normal gravity value computed on the
 NW0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0683.degrees latitude (g = 980.6199 gals.).
 NW0683
 NW0683.The modeled gravity was interpolated from observed gravity values.
 NW0683
 NW0683;                    North         East    Units  Estimated Accuracy
 NW0683;SPC OR S     -    73,390.    1,741,190.      MT  (+/- 180 meters Scaled)
 NW0683
 NW0683                          SUPERSEDED SURVEY CONTROL
 NW0683
 NW0683.No superseded survey control is available for this station.
 NW0683
 NW0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG525820(NAD 83)
 NW0683_MARKER: DB = BENCH MARK DISK
 NW0683_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0683_SP_SET: COPPER-CLAD STEEL ROD
 NW0683_STAMPING: 21 RTV 1979
 NW0683_MARK LOGO: USGS  
 NW0683_PROJECTION: FLUSH
 NW0683_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0683_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0683_ROD/PIPE-DEPTH: 2.44 meters
 NW0683
 NW0683  HISTORY     - Date     Condition        Report By
 NW0683  HISTORY     - 1979     MONUMENTED       USGS
 NW0683
 NW0683                          STATION DESCRIPTION
 NW0683
 NW0683'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 NW0683'FROM THE MCDERMITT, NEVADA POST OFFICE, PROCEED 15.3 MILES NORTH
 NW0683'ALONG U S HIGHWAY 95, THENCE 16.15 MILES EAST TO A ROAD JUNCTION TO
 NW0683'ANDERSON CROSSING, 118 FEET WEST OF THE CENTERLINE OF THE Y-ROAD
 NW0683'JUNCTION, 12 FEET NORTHEAST OF A CATTLEGUARD, 42 FEET NORTHWEST OF
 NW0683'THE CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0378 ***********************************************************************
 NX0378  DESIGNATION -  21 STR
 NX0378  PID         -  NX0378
 NX0378  STATE/COUNTY-  OR/HARNEY
 NX0378  USGS QUAD   -  COFFIN BUTTE (1981)
 NX0378
 NX0378                         *CURRENT SURVEY CONTROL
 NX0378  ___________________________________________________________________
 NX0378* NAD 83(1986)-  42 45 12.     (N)    118 16 38.     (W)     SCALED    
 NX0378* NAVD 88     -      1225.147  (meters)    4019.50   (feet)  ADJUSTED  
 NX0378  ___________________________________________________________________
 NX0378  GEOID HEIGHT-         -18.70  (meters)                     GEOID03
 NX0378  DYNAMIC HT  -        1224.465 (meters)    4017.27  (feet)  COMP
 NX0378  MODELED GRAV-     980,022.7   (mgal)                       NAVD 88
 NX0378
 NX0378  VERT ORDER  -  SECOND    CLASS 0
 NX0378
 NX0378.The horizontal coordinates were scaled from a topographic map and have
 NX0378.an estimated accuracy of +/- 6 seconds.
 NX0378
 NX0378.The orthometric height was determined by differential leveling
 NX0378.and adjusted in August 1995.
 NX0378
 NX0378.The geoid height was determined by GEOID03.
 NX0378
 NX0378.The dynamic height is computed by dividing the NAVD 88
 NX0378.geopotential number by the normal gravity value computed on the
 NX0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0378.degrees latitude (g = 980.6199 gals.).
 NX0378
 NX0378.The modeled gravity was interpolated from observed gravity values.
 NX0378
 NX0378;                    North         East    Units  Estimated Accuracy
 NX0378;SPC OR S     -   123,120.    1,681,940.      MT  (+/- 180 meters Scaled)
 NX0378
 NX0378                          SUPERSEDED SURVEY CONTROL
 NX0378
 NX0378.No superseded survey control is available for this station.
 NX0378
 NX0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH954342(NAD 83)
 NX0378_MARKER: DB = BENCH MARK DISK
 NX0378_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NX0378+WITH SETTING: INFORMATION.
 NX0378_SP_SET: SHALLOW-SET METAL ROD
 NX0378_STAMPING: 21 STR 1975 4016
 NX0378_MARK LOGO: USGS  
 NX0378_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NX0378
 NX0378  HISTORY     - Date     Condition        Report By
 NX0378  HISTORY     - 1975     MONUMENTED       USGS
 NX0378
 NX0378                          STATION DESCRIPTION
 NX0378
 NX0378'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 NX0378'28.6 KM (17.80 MI) NE FROM ALVORD RANCH.
 NX0378'ALVORD RANCH, 4.7 MI N OF, ALONG MAIN RD TO CATTLE GUARD, THENCE 0.1
 NX0378'MI S, THENCE 13.0 MI NE ALONG TRACK RD.  6.86 MI NE OF MICKEY HOT
 NX0378'SPRINGS.  1.5 MI SW OF WINDMILL, 100 FT S OF OLD RD JCT, 21 FT W OF
 NX0378'CENTERLINE OF RD, SET ON COPPER-COATED STEEL ROD OF UNRECORDED DEPTH.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0571 ***********************************************************************
 QE0571  DESIGNATION -  210 B
 QE0571  PID         -  QE0571
 QE0571  STATE/COUNTY-  OR/LINN
 QE0571  USGS QUAD   -  ALBANY (1975)
 QE0571
 QE0571                         *CURRENT SURVEY CONTROL
 QE0571  ___________________________________________________________________
 QE0571* NAD 83(1986)-  44 39 38.     (N)    123 03 41.     (W)     SCALED    
 QE0571* NAVD 88     -        65.608  (meters)     215.25   (feet)  POSTED    
 QE0571  ___________________________________________________________________
 QE0571  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 QE0571  DYNAMIC HT  -          65.600 (meters)     215.22  (feet)  COMP
 QE0571  MODELED GRAV-     980,548.5   (mgal)                       NAVD 88
 QE0571
 QE0571  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 QE0571
 QE0571.The horizontal coordinates were scaled from a topographic map and have
 QE0571.an estimated accuracy of +/- 6 seconds.
 QE0571
 QE0571.The orthometric height was determined by differential leveling
 QE0571.and adjusted by the  in 1992.
 QE0571.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 QE0571.rate of 2.1 thru 3.0 mm/km.
 QE0571
 QE0571.The geoid height was determined by GEOID03.
 QE0571
 QE0571.The dynamic height is computed by dividing the NAVD 88
 QE0571.geopotential number by the normal gravity value computed on the
 QE0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0571.degrees latitude (g = 980.6199 gals.).
 QE0571
 QE0571.The modeled gravity was interpolated from observed gravity values.
 QE0571
 QE0571;                    North         East    Units  Estimated Accuracy
 QE0571;SPC OR N     -   113,660.    2,296,900.      MT  (+/- 180 meters Scaled)
 QE0571
 QE0571                          SUPERSEDED SURVEY CONTROL
 QE0571
 QE0571  NGVD 29 (??/??/92)   64.593  (m)          211.92   (f) ADJ UNCH    1 2
 QE0571
 QE0571.Superseded values are not recommended for survey control.
 QE0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0571.See file dsdata.txt to determine how the superseded data were derived.
 QE0571
 QE0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ951452(NAD 83)
 QE0571_MARKER: P = PIPE CAP
 QE0571_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QE0571_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QE0571_STAMPING: PRIM TRAV STA 24 210 B ORE 1903
 QE0571_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0571
 QE0571  HISTORY     - Date     Condition        Report By
 QE0571  HISTORY     - 1903     MONUMENTED       USGS
 QE0571  HISTORY     - 1934     POOR             NGS
 QE0571
 QE0571                          STATION DESCRIPTION
 QE0571
 QE0571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QE0571'3.1 MI NE FROM ALBANY.
 QE0571'ABOUT 3.1 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM
 QE0571'ALBANY, LINN COUNTY, AT PACIFIC HIGHWAY MILEAGE 74.5, 519 FEET NORTH
 QE0571'OF A CONCRETE CULVERT, 113 FEET SOUTH OF MILEPOST 694, 21.0 FEET EAST
 QE0571'OF THE TRACK CENTERLINE AND JUST WEST OF THE PACIFIC HIGHWAY. A USGS
 QE0571'SURVEY STANDARD CAP, STAMPED PRIM TRAV STA 24 210 B ORE 1903 AND
 QE0571'RIVETED ON A 3-1/2 INCH IRON PIPE.  NOTE-- PIPE LEANS SLIGHTLY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0686 ***********************************************************************
 QB0686  DESIGNATION -  2104=Z 196
 QB0686  PID         -  QB0686
 QB0686  STATE/COUNTY-  OR/MALHEUR
 QB0686  USGS QUAD   -  WEISER SOUTH (1951)
 QB0686
 QB0686                         *CURRENT SURVEY CONTROL
 QB0686  ___________________________________________________________________
 QB0686* NAD 83(1986)-  44 13 29.     (N)    116 59 12.     (W)     SCALED    
 QB0686* NAVD 88     -       644.588  (meters)    2114.79   (feet)  ADJUSTED  
 QB0686  ___________________________________________________________________
 QB0686  GEOID HEIGHT-         -17.29  (meters)                     GEOID03
 QB0686  DYNAMIC HT  -         644.416 (meters)    2114.22  (feet)  COMP
 QB0686  MODELED GRAV-     980,329.7   (mgal)                       NAVD 88
 QB0686
 QB0686  VERT ORDER  -  FIRST     CLASS II
 QB0686
 QB0686.The horizontal coordinates were scaled from a topographic map and have
 QB0686.an estimated accuracy of +/- 6 seconds.
 QB0686
 QB0686.The orthometric height was determined by differential leveling
 QB0686.and adjusted in June 1991.
 QB0686
 QB0686.The geoid height was determined by GEOID03.
 QB0686
 QB0686.The dynamic height is computed by dividing the NAVD 88
 QB0686.geopotential number by the normal gravity value computed on the
 QB0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0686.degrees latitude (g = 980.6199 gals.).
 QB0686
 QB0686.The modeled gravity was interpolated from observed gravity values.
 QB0686
 QB0686;                    North         East    Units  Estimated Accuracy
 QB0686;SPC OR S     -   290,060.    1,780,660.      MT  (+/- 180 meters Scaled)
 QB0686
 QB0686                          SUPERSEDED SURVEY CONTROL
 QB0686
 QB0686  NGVD 29 (??/??/92)  643.618  (m)         2111.60   (f) ADJ UNCH    1 2
 QB0686
 QB0686.Superseded values are not recommended for survey control.
 QB0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0686.See file dsdata.txt to determine how the superseded data were derived.
 QB0686
 QB0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ010968(NAD 83)
 QB0686_MARKER: P = PIPE CAP
 QB0686_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QB0686_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QB0686_STAMPING: 2104 1904 Z 196 1941
 QB0686_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB0686
 QB0686  HISTORY     - Date     Condition        Report By
 QB0686  HISTORY     - 1941     MONUMENTED       USGS
 QB0686  HISTORY     - 1946     GOOD             NGS
 QB0686
 QB0686                          STATION DESCRIPTION
 QB0686
 QB0686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 QB0686'0.6 MI N FROM WEISER JUNCTION.
 QB0686'ABOUT 0.6 MILE NORTH ALONG U.S. HIGHWAY 30 N FROM WEISER JUNCTION,
 QB0686'MALHEUR COUNTY, AT THE FOOT OF A HILL, 65 FEET WEST OF THE HIGHWAY, 10
 QB0686'FEET NORTH OF A DITCH, AND NEAR A WHITE WOODEN WITNESS POST.  A UNITED
 QB0686'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 2104 1904 Z 196 1941
 QB0686'AND RIVETED ON THE TOP OF A 3-1/2 INCH IRON PIPE ENCASED IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0678 ***********************************************************************
 QB0678  DESIGNATION -  2105=L 310
 QB0678  PID         -  QB0678
 QB0678  STATE/COUNTY-  OR/BAKER
 QB0678  USGS QUAD   -  HUNTINGTON (1988)
 QB0678
 QB0678                         *CURRENT SURVEY CONTROL
 QB0678  ___________________________________________________________________
 QB0678* NAD 83(1986)-  44 21 05.     (N)    117 16 03.     (W)     SCALED    
 QB0678* NAVD 88     -       644.972  (meters)    2116.05   (feet)  ADJUSTED  
 QB0678  ___________________________________________________________________
 QB0678  GEOID HEIGHT-         -17.14  (meters)                     GEOID03
 QB0678  DYNAMIC HT  -         644.798 (meters)    2115.47  (feet)  COMP
 QB0678  MODELED GRAV-     980,328.7   (mgal)                       NAVD 88
 QB0678
 QB0678  VERT ORDER  -  FIRST     CLASS II
 QB0678
 QB0678.The horizontal coordinates were scaled from a topographic map and have
 QB0678.an estimated accuracy of +/- 6 seconds.
 QB0678
 QB0678.The orthometric height was determined by differential leveling
 QB0678.and adjusted in June 1991.
 QB0678.WARNING-Repeat measurements at this control monument indicate possible
 QB0678.vertical movement.
 QB0678
 QB0678.The geoid height was determined by GEOID03.
 QB0678
 QB0678.The dynamic height is computed by dividing the NAVD 88
 QB0678.geopotential number by the normal gravity value computed on the
 QB0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0678.degrees latitude (g = 980.6199 gals.).
 QB0678
 QB0678.The modeled gravity was interpolated from observed gravity values.
 QB0678
 QB0678;                    North         East    Units  Estimated Accuracy
 QB0678;SPC OR N     -    81,240.    2,757,660.      MT  (+/- 180 meters Scaled)
 QB0678
 QB0678                          SUPERSEDED SURVEY CONTROL
 QB0678
 QB0678  NGVD 29 (??/??/92)  643.981  (m)         2112.79   (f) ADJ UNCH    1 2
 QB0678
 QB0678.Superseded values are not recommended for survey control.
 QB0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0678.See file dsdata.txt to determine how the superseded data were derived.
 QB0678
 QB0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK786109(NAD 83)
 QB0678_MARKER: DD = SURVEY DISK
 QB0678_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QB0678_SP_SET: BRICK PILASTER
 QB0678_STAMPING: 2113.283 L 310 1899
 QB0678_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QB0678_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QB0678+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2007
 QB0678
 QB0678  HISTORY     - Date     Condition        Report By
 QB0678  HISTORY     - 1899     MONUMENTED       USGS
 QB0678  HISTORY     - 1946     GOOD             NGS
 QB0678  HISTORY     - 20060918 GOOD             GEOCAC
 QB0678  HISTORY     - 20070722 GOOD             NGS
 QB0678
 QB0678                          STATION DESCRIPTION
 QB0678
 QB0678'DESCRIBED BY US GEOLOGICAL SURVEY 1899
 QB0678'IN HUNTINGTON.
 QB0678'AT HUNTINGTON, BAKER COUNTY, AT THE SOUTH SIDE OF THE OREGON TRAIL
 QB0678'(U.S. 30) IN THE BLOCK JUST WEST OF THE UNION PACIFIC RAILROAD
 QB0678'STATION, AT THE O.C. BUILDING (DATED 1890), IN THE NORTH FACE, IN THE
 QB0678'BRICK PILASTER EAST OF THE STAIRS, AND ABOUT 3 FEET HIGHER THAN THE
 QB0678'SIDEWALK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 QB0678'2113.283 L 310 1899 AND SET VERTICALLY.  NOTE-- 0.35 MILE NORTHWEST OF
 QB0678'THE HUNTINGTON HIGH SCHOOL 0.05 MILE WEST OF THE POST OFFICE, 75.0
 QB0678'FEET WEST OF A POINT DIRECTLY ACROSS THE HIGHWAY FROM THE WEST END OF
 QB0678'THE UNION PACIFIC RAILROAD STATION, AND MIDWAY OF THE FIRST BLOCK WEST
 QB0678'OF THE POST OFFICE.
 QB0678
 QB0678                          STATION RECOVERY (1946)
 QB0678
 QB0678'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 QB0678'RECOVERED IN GOOD CONDITION.
 QB0678
 QB0678                          STATION RECOVERY (2006)
 QB0678
 QB0678'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 QB0678'THE BUILDING IS NOW OCCUPIED BY THE STREAMLINER RESTAURANT, AND IS
 QB0678'ACROSS THE ROAD FROM THE LEE STEVENSON MEMORIAL LIONS PARK.  HANDHELD
 QB0678'COORDINATES ARE N44-21-04.80 W117-16-02.58
 QB0678
 QB0678                          STATION RECOVERY (2007)
 QB0678
 QB0678'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2007 (DW)
 QB0678'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0052 ***********************************************************************
 QD0052  DESIGNATION -  2124
 QD0052  PID         -  QD0052
 QD0052  STATE/COUNTY-  OR/WASCO
 QD0052  USGS QUAD   -  HASTINGS PEAK (1987)
 QD0052
 QD0052                         *CURRENT SURVEY CONTROL
 QD0052  ___________________________________________________________________
 QD0052* NAD 83(1986)-  44 55 20.     (N)    120 31 04.     (W)     SCALED    
 QD0052* NAVD 88     -       648.686  (meters)    2128.23   (feet)  ADJUSTED  
 QD0052  ___________________________________________________________________
 QD0052  GEOID HEIGHT-         -20.49  (meters)                     GEOID03
 QD0052  DYNAMIC HT  -         648.566 (meters)    2127.84  (feet)  COMP
 QD0052  MODELED GRAV-     980,410.4   (mgal)                       NAVD 88
 QD0052
 QD0052  VERT ORDER  -  FIRST     CLASS II
 QD0052
 QD0052.The horizontal coordinates were scaled from a topographic map and have
 QD0052.an estimated accuracy of +/- 6 seconds.
 QD0052
 QD0052.The orthometric height was determined by differential leveling
 QD0052.and adjusted in June 1991.
 QD0052
 QD0052.The geoid height was determined by GEOID03.
 QD0052
 QD0052.The dynamic height is computed by dividing the NAVD 88
 QD0052.geopotential number by the normal gravity value computed on the
 QD0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0052.degrees latitude (g = 980.6199 gals.).
 QD0052
 QD0052.The modeled gravity was interpolated from observed gravity values.
 QD0052
 QD0052;                    North         East    Units  Estimated Accuracy
 QD0052;SPC OR N     -   139,520.    2,498,600.      MT  (+/- 180 meters Scaled)
 QD0052
 QD0052                          SUPERSEDED SURVEY CONTROL
 QD0052
 QD0052  NGVD 29 (??/??/92)  647.593  (m)         2124.64   (f) ADJ UNCH    1 2
 QD0052
 QD0052.Superseded values are not recommended for survey control.
 QD0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0052.See file dsdata.txt to determine how the superseded data were derived.
 QD0052
 QD0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ959773(NAD 83)
 QD0052_MARKER: P = PIPE CAP
 QD0052_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QD0052_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QD0052_STAMPING: 2124 1914 ORE
 QD0052_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0052
 QD0052  HISTORY     - Date     Condition        Report By
 QD0052  HISTORY     - 1914     MONUMENTED       USGS
 QD0052  HISTORY     - 1943     GOOD             NGS
 QD0052
 QD0052                          STATION DESCRIPTION
 QD0052
 QD0052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QD0052'2.5 MI W FROM CLARNO.
 QD0052'THIS MARK IS ABOUT 2.5 MILES WEST ALONG THE ANTELOPE- FOSSIL ROAD FROM
 QD0052'CLARNO, SET WHERE ROAD CROSSES SMALL SADDLE, 62.4 FEET NORTH OF A
 QD0052'EAST-WEST FENCE, 116 FEET NORTHEAST OF A ROCK CRIB, 71.0 FEET SOUTH OF
 QD0052'THE CENTER LINE OF THE ROAD, PROJECTING ABOUT 5-INCHES ABOVE THE
 QD0052'GROUND, 1-FOOT NORTH OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0390 ***********************************************************************
 QB0390  DESIGNATION -  2124
 QB0390  PID         -  QB0390
 QB0390  STATE/COUNTY-  OR/MALHEUR
 QB0390  USGS QUAD   -  WEISER SOUTH (1951)
 QB0390
 QB0390                         *CURRENT SURVEY CONTROL
 QB0390  ___________________________________________________________________
 QB0390* NAD 83(1986)-  44 07 44.     (N)    116 55 33.     (W)     SCALED    
 QB0390* NAVD 88     -       650.748  (meters)    2135.00   (feet)  ADJUSTED  
 QB0390  ___________________________________________________________________
 QB0390  GEOID HEIGHT-         -17.49  (meters)                     GEOID03
 QB0390  DYNAMIC HT  -         650.564 (meters)    2134.39  (feet)  COMP
 QB0390  MODELED GRAV-     980,314.9   (mgal)                       NAVD 88
 QB0390
 QB0390  VERT ORDER  -  SECOND    CLASS 0
 QB0390
 QB0390.The horizontal coordinates were scaled from a topographic map and have
 QB0390.an estimated accuracy of +/- 6 seconds.
 QB0390
 QB0390.The orthometric height was determined by differential leveling
 QB0390.and adjusted in June 1991.
 QB0390
 QB0390.The geoid height was determined by GEOID03.
 QB0390
 QB0390.The dynamic height is computed by dividing the NAVD 88
 QB0390.geopotential number by the normal gravity value computed on the
 QB0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0390.degrees latitude (g = 980.6199 gals.).
 QB0390
 QB0390.The modeled gravity was interpolated from observed gravity values.
 QB0390
 QB0390;                    North         East    Units  Estimated Accuracy
 QB0390;SPC OR S     -   279,630.    1,785,970.      MT  (+/- 180 meters Scaled)
 QB0390
 QB0390                          SUPERSEDED SURVEY CONTROL
 QB0390
 QB0390  NGVD 29 (??/??/92)  649.777  (m)         2131.81   (f) ADJ UNCH    2 0
 QB0390
 QB0390.Superseded values are not recommended for survey control.
 QB0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0390.See file dsdata.txt to determine how the superseded data were derived.
 QB0390
 QB0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ059861(NAD 83)
 QB0390_MARKER: P = PIPE CAP
 QB0390_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QB0390_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QB0390_STAMPING: 2124 1904
 QB0390_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB0390
 QB0390  HISTORY     - Date     Condition        Report By
 QB0390  HISTORY     - 1904     MONUMENTED       USGS
 QB0390  HISTORY     - 1946     GOOD             NGS
 QB0390
 QB0390                          STATION DESCRIPTION
 QB0390
 QB0390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 QB0390'4.6 MI NE FROM PAYETTE, IDAHO.
 QB0390'ABOUT 3.1 MILES NORTH ALONG STATE HIGHWAY 90 FROM THE UNION PACIFIC
 QB0390'RAILROAD STATION AT PAYETTE, THENCE 1.5 MILES NORTHEAST ALONG A GRAVEL
 QB0390'ROAD, AT AN INTERSECTION OF THE MAIN ROAD WITH A GRAVEL ROAD LEADING
 QB0390'WEST AND A FARM ROAD LEADING NORTH AND EAST, DIRECTLY IN TANGENT WITH
 QB0390'THE NORTH-SOUTH PORTION OF THE FARM ROAD, 88 FEET SOUTH OF A RED
 QB0390'WOODEN GATE ACROSS THE FARM ROAD, 38 FEET NORTHEAST OF THE CENTER LINE
 QB0390'OF THE MAIN ROAD, 19 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH
 QB0390'PORTION OF THE FARM ROAD, 12 FEET WEST OF THE WEST EDGE OF AN
 QB0390'IRRIGATION CANAL, 1 FOOT SOUTHWEST OF A WITNESS POST, ABOUT THE SAME
 QB0390'ELEVATION AS THE ROAD, AND 1.0 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0163 ***********************************************************************
 QD0163  DESIGNATION -  2132
 QD0163  PID         -  QD0163
 QD0163  STATE/COUNTY-  OR/WHEELER
 QD0163  USGS QUAD   -  SUTTON MOUNTAIN (1987)
 QD0163
 QD0163                         *CURRENT SURVEY CONTROL
 QD0163  ___________________________________________________________________
 QD0163* NAD 83(1986)-  44 37 53.     (N)    120 13 09.     (W)     SCALED    
 QD0163* NAVD 88     -       651.083  (meters)    2136.09   (feet)  ADJUSTED  
 QD0163  ___________________________________________________________________
 QD0163  GEOID HEIGHT-         -20.10  (meters)                     GEOID03
 QD0163  DYNAMIC HT  -         650.906 (meters)    2135.51  (feet)  COMP
 QD0163  MODELED GRAV-     980,325.7   (mgal)                       NAVD 88
 QD0163
 QD0163  VERT ORDER  -  FIRST     CLASS II
 QD0163
 QD0163.The horizontal coordinates were scaled from a topographic map and have
 QD0163.an estimated accuracy of +/- 6 seconds.
 QD0163
 QD0163.The orthometric height was determined by differential leveling
 QD0163.and adjusted in June 1991.
 QD0163
 QD0163.The geoid height was determined by GEOID03.
 QD0163
 QD0163.The dynamic height is computed by dividing the NAVD 88
 QD0163.geopotential number by the normal gravity value computed on the
 QD0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0163.degrees latitude (g = 980.6199 gals.).
 QD0163
 QD0163.The modeled gravity was interpolated from observed gravity values.
 QD0163
 QD0163;                    North         East    Units  Estimated Accuracy
 QD0163;SPC OR N     -   107,240.    2,522,280.      MT  (+/- 180 meters Scaled)
 QD0163
 QD0163                          SUPERSEDED SURVEY CONTROL
 QD0163
 QD0163  NGVD 29 (??/??/92)  649.958  (m)         2132.40   (f) ADJ UNCH    1 2
 QD0163
 QD0163.Superseded values are not recommended for survey control.
 QD0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0163.See file dsdata.txt to determine how the superseded data were derived.
 QD0163
 QD0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGQ205457(NAD 83)
 QD0163_MARKER: DD = SURVEY DISK
 QD0163_SETTING: 66 = SET IN ROCK OUTCROP
 QD0163_SP_SET: ROCK
 QD0163_STAMPING: 2132 1915
 QD0163_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QD0163+STABILITY: POSITION/ELEVATION WELL
 QD0163
 QD0163  HISTORY     - Date     Condition        Report By
 QD0163  HISTORY     - 1915     MONUMENTED       USGS
 QD0163  HISTORY     - 1936     GOOD             NGS
 QD0163  HISTORY     - 1987     MARK NOT FOUND   NGS
 QD0163
 QD0163                          STATION DESCRIPTION
 QD0163
 QD0163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 QD0163'7.1 MI NW FROM MITCHELL.
 QD0163'7.1 MILES NORTHWEST OF MITCHELL, POST OFFICE.  ALONG MITCHELL-ANTELOPE
 QD0163'ROAD.  3.7 MILES SOUTHEAST OF TAYLOR RANCH.  2.8 MILES NORTHWEST OF
 QD0163'JUNCTION OF MITCHELL-ANTELOPE ROAD AND U.S. HIGHWAY 28. OPPOSITE
 QD0163'CONSPICUOUS VERMILLION COLORED HILL.  AT SOUTHEAST END OF ISOLATED
 QD0163'ROCK MASS, DIMENSIONS 100 FEET LONG AND 20 FEET HIGH, 1 FOOT ABOVE
 QD0163'GROUND, SET IN SOLID ROCK AND AT A SLANT AND ROD HELD ON HIGHEST
 QD0163'POINT.  U.S. GEOLOGICAL SURVEY STANDARD DISK.
 QD0163
 QD0163                          STATION RECOVERY (1987)
 QD0163
 QD0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QD0163'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0429 ***********************************************************************
 QD0429  DESIGNATION -  2135
 QD0429  PID         -  QD0429
 QD0429  STATE/COUNTY-  OR/WASCO
 QD0429  USGS QUAD   -  DEGNER CANYON (1987)
 QD0429
 QD0429                         *CURRENT SURVEY CONTROL
 QD0429  ___________________________________________________________________
 QD0429* NAD 83(1986)-  44 51 15.     (N)    120 51 46.     (W)     SCALED    
 QD0429* NAVD 88     -       652.048  (meters)    2139.26   (feet)  ADJUSTED  
 QD0429  ___________________________________________________________________
 QD0429  GEOID HEIGHT-         -20.86  (meters)                     GEOID03
 QD0429  DYNAMIC HT  -         651.907 (meters)    2138.80  (feet)  COMP
 QD0429  MODELED GRAV-     980,379.6   (mgal)                       NAVD 88
 QD0429
 QD0429  VERT ORDER  -  FIRST     CLASS II
 QD0429
 QD0429.The horizontal coordinates were scaled from a topographic map and have
 QD0429.an estimated accuracy of +/- 6 seconds.
 QD0429
 QD0429.The orthometric height was determined by differential leveling
 QD0429.and adjusted in June 1991.
 QD0429
 QD0429.The geoid height was determined by GEOID03.
 QD0429
 QD0429.The dynamic height is computed by dividing the NAVD 88
 QD0429.geopotential number by the normal gravity value computed on the
 QD0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0429.degrees latitude (g = 980.6199 gals.).
 QD0429
 QD0429.The modeled gravity was interpolated from observed gravity values.
 QD0429
 QD0429;                    North         East    Units  Estimated Accuracy
 QD0429;SPC OR N     -   132,020.    2,471,330.      MT  (+/- 180 meters Scaled)
 QD0429
 QD0429                          SUPERSEDED SURVEY CONTROL
 QD0429
 QD0429  NGVD 29 (??/??/92)  650.963  (m)         2135.70   (f) ADJ UNCH    1 2
 QD0429
 QD0429.Superseded values are not recommended for survey control.
 QD0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0429.See file dsdata.txt to determine how the superseded data were derived.
 QD0429
 QD0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ688689(NAD 83)
 QD0429_MARKER: P = PIPE CAP
 QD0429_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QD0429_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QD0429_STAMPING: 2135.011 H 1904
 QD0429_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0429
 QD0429  HISTORY     - Date     Condition        Report By
 QD0429  HISTORY     - 1904     MONUMENTED       USGS
 QD0429  HISTORY     - 1935     GOOD             NGS
 QD0429
 QD0429                          STATION DESCRIPTION
 QD0429
 QD0429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 QD0429'6.2 MI NE FROM WILLOWDALE.
 QD0429'IN WASCO COUNTY, 6.2 MILES NORTHEAST ALONG THE OLD SHANIKO STAGE ROAD
 QD0429'FROM WILLOWDALE, JEFFERSON COUNTY, 8.5 MILES SOUTHWEST OF SHANIKO, AT
 QD0429'THE RUINS OF THE DURBIN RANCH, NOW OCCUPIED BY COLES, AT THE NORTHEAST
 QD0429'END OF A ROW OF POPLARS ALONG THE SOUTHEAST RIGHT OF WAY FENCE, 8 FEET
 QD0429'SOUTHWEST OF A FIELD GATE, 59 FEET NORTHEAST OF THE NORTHEAST LINE OF
 QD0429'THE FACE OF AN OLD STONE CELLAR.  A UNITED STATES GEOLOGICAL SURVEY
 QD0429'STANDARD CAP STAMPED 2135.011 H 1904 AND RIVETED TO A 3 1/2 INCH IRON
 QD0429'PIPE SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0112 ***********************************************************************
 NZ0112  DESIGNATION -  2135=S 75
 NZ0112  PID         -  NZ0112
 NZ0112  STATE/COUNTY-  OR/JACKSON
 NZ0112  USGS QUAD   -  ASHLAND (1996)
 NZ0112
 NZ0112                         *CURRENT SURVEY CONTROL
 NZ0112  ___________________________________________________________________
 NZ0112* NAD 83(1986)-  42 09 16.8    (N)    122 37 39.8    (W)     HD_HELD2  
 NZ0112* NAVD 88     -       652.177  (meters)    2139.68   (feet)  ADJUSTED  
 NZ0112  ___________________________________________________________________
 NZ0112  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 NZ0112  DYNAMIC HT  -         651.863 (meters)    2138.65  (feet)  COMP
 NZ0112  MODELED GRAV-     980,119.9   (mgal)                       NAVD 88
 NZ0112
 NZ0112  VERT ORDER  -  FIRST     CLASS II
 NZ0112
 NZ0112.The horizontal coordinates were established by autonomous hand held GPS
 NZ0112.observations and have an estimated accuracy of +/- 10 meters.
 NZ0112
 NZ0112.The orthometric height was determined by differential leveling
 NZ0112.and adjusted in June 1991.
 NZ0112
 NZ0112.The geoid height was determined by GEOID03.
 NZ0112
 NZ0112.The dynamic height is computed by dividing the NAVD 88
 NZ0112.geopotential number by the normal gravity value computed on the
 NZ0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0112.degrees latitude (g = 980.6199 gals.).
 NZ0112
 NZ0112.The modeled gravity was interpolated from observed gravity values.
 NZ0112
 NZ0112;                    North         East    Units  Estimated Accuracy
 NZ0112;SPC OR S     -    56,444.    1,324,154.      MT  (+/- 10 meters HH2 GPS)
 NZ0112
 NZ0112                          SUPERSEDED SURVEY CONTROL
 NZ0112
 NZ0112  NGVD 29 (??/??/92)  651.096  (m)         2136.14   (f) ADJ UNCH    1 2
 NZ0112
 NZ0112.Superseded values are not recommended for survey control.
 NZ0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0112.See file dsdata.txt to determine how the superseded data were derived.
 NZ0112
 NZ0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM3075667016(NAD 83)
 NZ0112_MARKER: DD = SURVEY DISK
 NZ0112_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NZ0112_SP_SET: HEADWALL
 NZ0112_STAMPING: S 75 1931 2135.744
 NZ0112_MARK LOGO: ORHD  
 NZ0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0112+STABILITY: SURFACE MOTION
 NZ0112_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NZ0112+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2006
 NZ0112
 NZ0112  HISTORY     - Date     Condition        Report By
 NZ0112  HISTORY     - 1931     MONUMENTED       ORDT
 NZ0112  HISTORY     - 1953     GOOD             NGS
 NZ0112  HISTORY     - 19880521 GOOD             NGS
 NZ0112  HISTORY     - 20061211 GOOD             GEOCAC
 NZ0112
 NZ0112                          STATION DESCRIPTION
 NZ0112
 NZ0112'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1931
 NZ0112'1.2 MI NW FROM KLAMATH JUNCTION.
 NZ0112'ABOUT 1.2 MILES NORTHWEST ALONG THE PACIFIC HIGHWAY (U.S. 99) FROM
 NZ0112'KLAMATH JUNCTION, JACKSON COUNTY, ABOUT 270 FEET SOUTHEAST OF THE
 NZ0112'JUNCTION OF THE NEIL CREEK ROAD LEADING SOUTH, AT A CULVERT, AND ON
 NZ0112'THE NORTHWEST END OF THE SOUTHWEST HEAD WALL.  AN OREGON STATE HIGHWAY
 NZ0112'DEPARTMENT STANDARD DISK, STAMPED 2135.744 S 75 1931.
 NZ0112
 NZ0112                          STATION RECOVERY (1953)
 NZ0112
 NZ0112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 NZ0112'RECOVERED IN GOOD CONDITION.
 NZ0112
 NZ0112                          STATION RECOVERY (1988)
 NZ0112
 NZ0112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 NZ0112'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  5.1 KM
 NZ0112'(3.15 MI) EASTERLY ALONG STATE HIGHWAY 66 FROM THE JUNCTION OF
 NZ0112'INTERSTATE HIGHWAY 5 IN ASHLAND, IN TOP OF AND 0.2 M (0.7 FT)
 NZ0112'SOUTHEAST OF THE NORTHWEST END OF THE SOUTHWEST CONCRETE HEADWALL OF
 NZ0112'A CULVERT SPANNING A SMALL STREAM, 0.1 KM (0.05 MI) NORTHWEST OF THE
 NZ0112'INTERSECTION OF A PAVED ROAD LEADING EAST TO EMIGRANT LAKE, 16.0 M
 NZ0112'(52.5 FT) SOUTHEAST OF THE EAST ENTRANCE INTO THE TAVERN MARKET, 12.6
 NZ0112'M (41.3 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 0.5 M
 NZ0112'(1.6 FT) BELOW THE HIGHWAY.
 NZ0112
 NZ0112                          STATION RECOVERY (2006)
 NZ0112
 NZ0112'RECOVERY NOTE BY GEOCACHING 2006 (HMT)
 NZ0112'THE TAVERN MARKET BUILDING APPEARS NOW TO BE A DEFUNCT STEAKHOUSE.
 NZ0112'THE OLD HEADWALL IS OVERGROWN WITH BLACKBERRY VINES, BUT
 NZ0112'VISIBLE FROM THE EDGE OF HWY 66.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0064 ***********************************************************************
 RC0064  DESIGNATION -  214
 RC0064  PID         -  RC0064
 RC0064  STATE/COUNTY-  OR/GILLIAM
 RC0064  USGS QUAD   -  SUNDALE (1971)
 RC0064
 RC0064                         *CURRENT SURVEY CONTROL
 RC0064  ___________________________________________________________________
 RC0064* NAD 83(1986)-  45 42 03.     (N)    120 21 32.     (W)     SCALED    
 RC0064* NAVD 88     -        66.270  (meters)     217.42   (feet)  ADJUSTED  
 RC0064  ___________________________________________________________________
 RC0064  GEOID HEIGHT-         -21.56  (meters)                     GEOID03
 RC0064  DYNAMIC HT  -          66.269 (meters)     217.42  (feet)  COMP
 RC0064  MODELED GRAV-     980,595.0   (mgal)                       NAVD 88
 RC0064
 RC0064  VERT ORDER  -  FIRST     CLASS II
 RC0064
 RC0064.The horizontal coordinates were scaled from a topographic map and have
 RC0064.an estimated accuracy of +/- 6 seconds.
 RC0064
 RC0064.The orthometric height was determined by differential leveling
 RC0064.and adjusted in June 1991.
 RC0064
 RC0064.The geoid height was determined by GEOID03.
 RC0064
 RC0064.The dynamic height is computed by dividing the NAVD 88
 RC0064.geopotential number by the normal gravity value computed on the
 RC0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0064.degrees latitude (g = 980.6199 gals.).
 RC0064
 RC0064.The modeled gravity was interpolated from observed gravity values.
 RC0064
 RC0064;                    North         East    Units  Estimated Accuracy
 RC0064;SPC OR N     -   226,050.    2,510,990.      MT  (+/- 180 meters Scaled)
 RC0064
 RC0064                          SUPERSEDED SURVEY CONTROL
 RC0064
 RC0064  NGVD 29 (??/??/92)   65.282  (m)          214.18   (f) ADJ UNCH    1 2
 RC0064
 RC0064.Superseded values are not recommended for survey control.
 RC0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0064.See file dsdata.txt to determine how the superseded data were derived.
 RC0064
 RC0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGR056642(NAD 83)
 RC0064_MARKER: DB = BENCH MARK DISK
 RC0064_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RC0064_SP_SET: BRIDGE ABUTMENT
 RC0064_STAMPING: 214.148 1930
 RC0064_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RC0064
 RC0064  HISTORY     - Date     Condition        Report By
 RC0064  HISTORY     - 1930     MONUMENTED       ORDT
 RC0064  HISTORY     - 1962     MARK NOT FOUND   NGS
 RC0064
 RC0064                          STATION DESCRIPTION
 RC0064
 RC0064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RC0064'0.7 MI E FROM BLALOCK.
 RC0064'WAS 0.7 MILE EAST ALONG U.S. HIGHWAY 30 FROM THE POST OFFICE AT
 RC0064'BLALOCK AT THE UNION PACIFIC RAILROAD BRIDGE 130.10, IN TOP SOUTH END
 RC0064'OF THE WEST ABUTMENT, 72.5 FEET NORTH OF THE CENTER LINE OF THE
 RC0064'HIGHWAY, AND 4.8 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0573 ***********************************************************************
 QE0573  DESIGNATION -  214 B
 QE0573  PID         -  QE0573
 QE0573  STATE/COUNTY-  OR/LINN
 QE0573  USGS QUAD   -  ALBANY (1975)
 QE0573
 QE0573                         *CURRENT SURVEY CONTROL
 QE0573  ___________________________________________________________________
 QE0573* NAD 83(1986)-  44 42 16.     (N)    123 02 53.     (W)     SCALED    
 QE0573* NAVD 88     -        66.562  (meters)     218.38   (feet)  ADJUSTED  
 QE0573  ___________________________________________________________________
 QE0573  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 QE0573  DYNAMIC HT  -          66.557 (meters)     218.36  (feet)  COMP
 QE0573  MODELED GRAV-     980,549.8   (mgal)                       NAVD 88
 QE0573
 QE0573  VERT ORDER  -  FIRST     CLASS II
 QE0573
 QE0573.The horizontal coordinates were scaled from a topographic map and have
 QE0573.an estimated accuracy of +/- 6 seconds.
 QE0573
 QE0573.The orthometric height was determined by differential leveling
 QE0573.and adjusted in June 1991.
 QE0573.WARNING-Repeat measurements at this control monument indicate possible
 QE0573.vertical movement.
 QE0573
 QE0573.The geoid height was determined by GEOID03.
 QE0573
 QE0573.The dynamic height is computed by dividing the NAVD 88
 QE0573.geopotential number by the normal gravity value computed on the
 QE0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0573.degrees latitude (g = 980.6199 gals.).
 QE0573
 QE0573.The modeled gravity was interpolated from observed gravity values.
 QE0573
 QE0573;                    North         East    Units  Estimated Accuracy
 QE0573;SPC OR N     -   118,500.    2,298,110.      MT  (+/- 180 meters Scaled)
 QE0573
 QE0573                          SUPERSEDED SURVEY CONTROL
 QE0573
 QE0573  NGVD 29 (??/??/92)   65.534  (m)          215.01   (f) ADJ UNCH    1 2
 QE0573
 QE0573.Superseded values are not recommended for survey control.
 QE0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0573.See file dsdata.txt to determine how the superseded data were derived.
 QE0573
 QE0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ961501(NAD 83)
 QE0573_MARKER: P = PIPE CAP
 QE0573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0573_SP_SET: CONCRETE POST
 QE0573_STAMPING: 214 B
 QE0573_MARK LOGO: USGS  
 QE0573_PROJECTION: PROJECTING 38 CENTIMETERS
 QE0573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0573+STABILITY: SURFACE MOTION
 QE0573
 QE0573  HISTORY     - Date     Condition        Report By
 QE0573  HISTORY     - 1903     MONUMENTED       USGS
 QE0573  HISTORY     - 1968     GOOD             ORDT
 QE0573  HISTORY     - 1987     GOOD             NGS
 QE0573  HISTORY     - 20060425 MARK NOT FOUND   USPSQD
 QE0573
 QE0573                          STATION DESCRIPTION
 QE0573
 QE0573'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1968
 QE0573'2.0 MI W FROM JEFFERSON.
 QE0573'2.6 MILES SOUTH ALONG US INTERSTATE 5 FROM THE FREEWAY BRIDGE OVER THE
 QE0573'SANTIAM RIVER, ABOUT 500 FEET EAST OF THE FREEWAY, 26 FEET SOUTHEAST
 QE0573'OF THE RAILROAD TRACK, 256 FEET SOUTHWEST OF A PRIVATE CROSSING, AND
 QE0573'840 FEET NORTHEAST OF THE JEFFERSON INTERCHANGE, CAP STAMPED 214 B
 QE0573'1903.
 QE0573
 QE0573                          STATION RECOVERY (1987)
 QE0573
 QE0573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE0573'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  8.0 KM
 QE0573'(4.95 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 5 FROM ITS JUNCTION WITH
 QE0573'U.S. HIGHWAY 20 IN ALBANY, THENCE 0.3 KM (0.20 MI) NORTHEAST ALONG
 QE0573'THE SOUTHERN PACIFIC RAILROAD, 76.2 M (250.0 FT) NORTHEAST OF
 QE0573'MILEPOST 697, 6.8 M (22.3 FT) SOUTHEAST OF THE NEAR RAIL, AND 3.0 M
 QE0573'(9.8 FT) NORTH OF A UTILITY POLE.
 QE0573'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 QE0573'THE MARK IS 0.3 M BELOW THE RAIL.
 QE0573
 QE0573                          STATION RECOVERY (2006)
 QE0573
 QE0573'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 QE0573'TRAIN SIGNAL LIGHTS AT 697.3  NO UTILITY POLES IN THE AREA, NO WITNESS
 QE0573'POST FOUND.  AREA IS OVERGROWN BY TRACK AND STATION MAY BE PRESENT
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1592 ***********************************************************************
 RD1592  DESIGNATION -  2154
 RD1592  PID         -  RD1592
 RD1592  STATE/COUNTY-  OR/MULTNOMAH
 RD1592  USGS QUAD   -  MOUNT TABOR (1990)
 RD1592
 RD1592                         *CURRENT SURVEY CONTROL
 RD1592  ___________________________________________________________________
 RD1592* NAD 83(1986)-  45 33 30.     (N)    122 33 17.     (W)     SCALED    
 RD1592* NAVD 88     -        21.135  (meters)      69.34   (feet)  ADJUSTED  
 RD1592  ___________________________________________________________________
 RD1592  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 RD1592  DYNAMIC HT  -          21.135 (meters)      69.34  (feet)  COMP
 RD1592  MODELED GRAV-     980,621.0   (mgal)                       NAVD 88
 RD1592
 RD1592  VERT ORDER  -  FIRST     CLASS II
 RD1592
 RD1592.The horizontal coordinates were scaled from a topographic map and have
 RD1592.an estimated accuracy of +/- 6 seconds.
 RD1592
 RD1592.The orthometric height was determined by differential leveling
 RD1592.and adjusted in June 1991.
 RD1592
 RD1592.The geoid height was determined by GEOID03.
 RD1592
 RD1592.The dynamic height is computed by dividing the NAVD 88
 RD1592.geopotential number by the normal gravity value computed on the
 RD1592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1592.degrees latitude (g = 980.6199 gals.).
 RD1592
 RD1592.The modeled gravity was interpolated from observed gravity values.
 RD1592
 RD1592;                    North         East    Units  Estimated Accuracy
 RD1592;SPC OR N     -   212,250.    2,339,600.      MT  (+/- 180 meters Scaled)
 RD1592
 RD1592                          SUPERSEDED SURVEY CONTROL
 RD1592
 RD1592.No superseded survey control is available for this station.
 RD1592
 RD1592_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER347450(NAD 83)
 RD1592_MARKER: DD = SURVEY DISK
 RD1592_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RD1592_SP_SET: CURB
 RD1592_STAMPING: 2154
 RD1592_MARK LOGO: OR1650
 RD1592_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD1592
 RD1592  HISTORY     - Date     Condition        Report By
 RD1592  HISTORY     - UNK      MONUMENTED       OR1650
 RD1592  HISTORY     - 1987     GOOD             NGS
 RD1592  HISTORY     - 20040313 MARK NOT FOUND   USPSQD
 RD1592
 RD1592                          STATION DESCRIPTION
 RD1592
 RD1592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 RD1592'0.9 KM (0.55 MI) EAST FROM PORTLAND.
 RD1592'0.9 KM (0.55 MI) EAST ALONG SANDY BOULEVARD FROM THE INTERSTATE
 RD1592'HIGHWAY 205 UNDERPASS IN PORTLAND, IN THE SOUTHWEST CORNER OF THE
 RD1592'INTERSECTION OF 105TH AVENUE, IN TOP OF THE WEST CURB OF THE AVENUE,
 RD1592'4.1 M (13.5 FT) SOUTH OF THE EXTENSION OF THE SOUTH CURB OF THE
 RD1592'BOULEVARD, 2.9 M (9.5 FT) SOUTHEAST OF A METAL POLE FOR A STOP LIGHT.
 RD1592'THE MARK IS ABOVE LEVEL WITH THE AVENUE.
 RD1592
 RD1592                          STATION RECOVERY (2004)
 RD1592
 RD1592'RECOVERY NOTE BY US POWER SQUADRON 2004 (RHC)
 RD1592'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1081 ***********************************************************************
 QD1081  DESIGNATION -  216
 QD1081  PID         -  QD1081
 QD1081  STATE/COUNTY-  OR/LINN
 QD1081  USGS QUAD   -  SANTIAM JUNCTION (1988)
 QD1081
 QD1081                         *CURRENT SURVEY CONTROL
 QD1081  ___________________________________________________________________
 QD1081* NAD 83(1986)-  44 26 43.     (N)    121 58 10.     (W)     SCALED    
 QD1081* NAVD 88     -      1124.541  (meters)    3689.43   (feet)  ADJUSTED  
 QD1081  ___________________________________________________________________
 QD1081  GEOID HEIGHT-         -21.44  (meters)                     GEOID03
 QD1081  DYNAMIC HT  -        1124.148 (meters)    3688.14  (feet)  COMP
 QD1081  MODELED GRAV-     980,229.7   (mgal)                       NAVD 88
 QD1081
 QD1081  VERT ORDER  -  FIRST     CLASS II
 QD1081
 QD1081.The horizontal coordinates were scaled from a topographic map and have
 QD1081.an estimated accuracy of +/- 6 seconds.
 QD1081
 QD1081.The orthometric height was determined by differential leveling
 QD1081.and adjusted in June 1991.
 QD1081
 QD1081.The geoid height was determined by GEOID03.
 QD1081
 QD1081.The dynamic height is computed by dividing the NAVD 88
 QD1081.geopotential number by the normal gravity value computed on the
 QD1081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1081.degrees latitude (g = 980.6199 gals.).
 QD1081
 QD1081.The modeled gravity was interpolated from observed gravity values.
 QD1081
 QD1081;                    North         East    Units  Estimated Accuracy
 QD1081;SPC OR N     -    87,590.    2,383,040.      MT  (+/- 180 meters Scaled)
 QD1081
 QD1081                          SUPERSEDED SURVEY CONTROL
 QD1081
 QD1081  NGVD 29 (??/??/92) 1123.351  (m)         3685.53   (f) ADJ UNCH    1 2
 QD1081
 QD1081.Superseded values are not recommended for survey control.
 QD1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1081.See file dsdata.txt to determine how the superseded data were derived.
 QD1081
 QD1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ820218(NAD 83)
 QD1081_MARKER: DD = SURVEY DISK
 QD1081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD1081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QD1081_STAMPING: 3686 24 216 1935
 QD1081_MARK LOGO: BPR   
 QD1081_MAGNETIC: N = NO MAGNETIC MATERIAL
 QD1081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD1081+STABILITY: SURFACE MOTION
 QD1081
 QD1081  HISTORY     - Date     Condition        Report By
 QD1081  HISTORY     - 1935     MONUMENTED       BPR
 QD1081  HISTORY     - 1941     GOOD             NGS
 QD1081  HISTORY     - 19950920 GOOD             NGS
 QD1081
 QD1081                          STATION DESCRIPTION
 QD1081
 QD1081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QD1081'25.24 MI E FROM IDANHA.
 QD1081'MARK IS LOCATED ABOUT 64 FEET NORTH OF CENTER LINE OF NORTH SANTIAM
 QD1081'HIGHWAY, 84 FEET EAST OF B. P.R. STA. 950, 5 FEET SOUTH OF 4 1/2 FOOT
 QD1081'BLAZED PINE TREE, 24 FEET NORTH OF 6 1/2 FOOT STUMP, ABOUT 420 FEET
 QD1081'WEST OF HIGHWAY TURNOUT AND STEEL GUARD RAILING.  U.S.B.M. WITNESS
 QD1081'POST IS SET NEAR THE MARK.
 QD1081
 QD1081                          STATION RECOVERY (1995)
 QD1081
 QD1081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (LLR)
 QD1081'THE MARK IS 1.6 MILES (2.6 KM) NORHWEST ALONG 22 FROM THE JUNCTION OF
 QD1081'US HIGHWAY 2O AND OREGON STATE HIGHWAY 22.  THE MARK IS ON THE EAST
 QD1081'SIDE OF THE ROAD.  IT IS 64 FEET (19.5 M) EAST OF THE HIGHWAY AND IS
 QD1081'SET NEAR A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0207 ***********************************************************************
 QB0207  DESIGNATION -  2160
 QB0207  PID         -  QB0207
 QB0207  STATE/COUNTY-  OR/MALHEUR
 QB0207  USGS QUAD   -  WEISER SOUTH (1951)
 QB0207
 QB0207                         *CURRENT SURVEY CONTROL
 QB0207  ___________________________________________________________________
 QB0207* NAD 83(1986)-  44 12 57.     (N)    116 59 12.     (W)     SCALED    
 QB0207* NAVD 88     -       659.569  (meters)    2163.94   (feet)  ADJUSTED  
 QB0207  ___________________________________________________________________
 QB0207  GEOID HEIGHT-         -17.31  (meters)                     GEOID03
 QB0207  DYNAMIC HT  -         659.392 (meters)    2163.36  (feet)  COMP
 QB0207  MODELED GRAV-     980,328.5   (mgal)                       NAVD 88
 QB0207
 QB0207  VERT ORDER  -  SECOND    CLASS 0
 QB0207
 QB0207.The horizontal coordinates were scaled from a topographic map and have
 QB0207.an estimated accuracy of +/- 6 seconds.
 QB0207
 QB0207.The orthometric height was determined by differential leveling
 QB0207.and adjusted in June 1991.
 QB0207
 QB0207.The geoid height was determined by GEOID03.
 QB0207
 QB0207.The dynamic height is computed by dividing the NAVD 88
 QB0207.geopotential number by the normal gravity value computed on the
 QB0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0207.degrees latitude (g = 980.6199 gals.).
 QB0207
 QB0207.The modeled gravity was interpolated from observed gravity values.
 QB0207
 QB0207;                    North         East    Units  Estimated Accuracy
 QB0207;SPC OR S     -   289,080.    1,780,700.      MT  (+/- 180 meters Scaled)
 QB0207
 QB0207                          SUPERSEDED SURVEY CONTROL
 QB0207
 QB0207  NGVD 29 (??/??/92)  658.596  (m)         2160.74   (f) ADJ UNCH    2 0
 QB0207
 QB0207.Superseded values are not recommended for survey control.
 QB0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0207.See file dsdata.txt to determine how the superseded data were derived.
 QB0207
 QB0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ010958(NAD 83)
 QB0207_MARKER: DD = SURVEY DISK
 QB0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0207+STABILITY: SURFACE MOTION
 QB0207
 QB0207  HISTORY     - Date     Condition        Report By
 QB0207  HISTORY     - UNK      MONUMENTED       ORGS
 QB0207  HISTORY     - 1935     GOOD             NGS
 QB0207  HISTORY     - 1983     MARK NOT FOUND   NGS
 QB0207
 QB0207                          STATION DESCRIPTION
 QB0207
 QB0207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 QB0207'2.1 MI S FROM WEISER.
 QB0207'IN MALHEUR COUNTY, OREGON, ABOUT 2.1 MILES SOUTH ALONG U.S. HIGHWAY 30
 QB0207'N FROM THE IDAHO-OREGON INTERSTATE BRIDGE OVER SNAKE RIVER AT WEISER,
 QB0207'WASHINGTON COUNTY, IDAHO, ABOUT 0.1 MILE SOUTH OF THE EAST AIRPORT
 QB0207'GATE, ABOUT 220 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION OF U.S.
 QB0207'HIGHWAY 30, ABOUT 120 FEET WEST OF A SERVICE STATION, ABOUT 51 FEET
 QB0207'WEST OF A WELL AND PUMP, ABOUT 54 FEET SOUTH OF THE CENTER LINE OF THE
 QB0207'HIGHWAY, AND 2 FEET NORTH OF THE FENCE LINE.  A STATE SURVEY STANDARD
 QB0207'DISK, SET IN THE TOP OF A CONCRETE POST.
 QB0207
 QB0207                          STATION RECOVERY (1983)
 QB0207
 QB0207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QB0207'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0424 ***********************************************************************
 RC0424  DESIGNATION -  2163
 RC0424  PID         -  RC0424
 RC0424  STATE/COUNTY-  OR/SHERMAN
 RC0424  USGS QUAD   -  ERSKINE (1962)
 RC0424
 RC0424                         *CURRENT SURVEY CONTROL
 RC0424  ___________________________________________________________________
 RC0424* NAD 83(1986)-  45 26 17.     (N)    120 46 44.     (W)     SCALED    
 RC0424* NAVD 88     -       660.661  (meters)    2167.52   (feet)  ADJUSTED  
 RC0424  ___________________________________________________________________
 RC0424  GEOID HEIGHT-         -21.13  (meters)                     GEOID03
 RC0424  DYNAMIC HT  -         660.569 (meters)    2167.22  (feet)  COMP
 RC0424  MODELED GRAV-     980,455.5   (mgal)                       NAVD 88
 RC0424
 RC0424  VERT ORDER  -  FIRST     CLASS II
 RC0424
 RC0424.The horizontal coordinates were scaled from a topographic map and have
 RC0424.an estimated accuracy of +/- 6 seconds.
 RC0424
 RC0424.The orthometric height was determined by differential leveling
 RC0424.and adjusted in June 1991.
 RC0424
 RC0424.The geoid height was determined by GEOID03.
 RC0424
 RC0424.The dynamic height is computed by dividing the NAVD 88
 RC0424.geopotential number by the normal gravity value computed on the
 RC0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0424.degrees latitude (g = 980.6199 gals.).
 RC0424
 RC0424.The modeled gravity was interpolated from observed gravity values.
 RC0424
 RC0424;                    North         East    Units  Estimated Accuracy
 RC0424;SPC OR N     -   196,880.    2,478,180.      MT  (+/- 180 meters Scaled)
 RC0424
 RC0424                          SUPERSEDED SURVEY CONTROL
 RC0424
 RC0424  NGVD 29 (??/??/92)  659.631  (m)         2164.14   (f) ADJ UNCH    1 2
 RC0424
 RC0424.Superseded values are not recommended for survey control.
 RC0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0424.See file dsdata.txt to determine how the superseded data were derived.
 RC0424
 RC0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR737340(NAD 83)
 RC0424_MARKER: P = PIPE CAP
 RC0424_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RC0424_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RC0424_STAMPING: 2163.310 H 1904
 RC0424_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC0424
 RC0424  HISTORY     - Date     Condition        Report By
 RC0424  HISTORY     - 1904     MONUMENTED       USGS
 RC0424  HISTORY     - 1961     GOOD             NGS
 RC0424  HISTORY     - 1987     GOOD             USPSQD
 RC0424
 RC0424                          STATION DESCRIPTION
 RC0424
 RC0424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RC0424'4.1 MI SW FROM MORO.
 RC0424'REACHED BY TRUCK FROM THE HOTEL MORO AT MORO GO SOUTH ON U.S. HIGHWAY
 RC0424'97 FOR 2.5 MILES.  BEFORE GOING UNDER THE UNION PACIFIC RAILROAD
 RC0424'TRACKS, TURN RIGHT, GO WEST AND SOUTH FOR 2.3 MILES TO THE LARGE GRAIN
 RC0424'ELEVATOR AT ERSKINE.  BENCH MARK IS 30 FEET NORTH OF A GRADED ROAD, 15
 RC0424'FEET WEST OF THE CENTER LINE OF THE TRACKS OF THE MAIN LINE, 50 YARDS
 RC0424'SOUTH OF THE SOUTH SIDE OF THE GRAIN ELEVATOR, 48 FEET NORTH OF THE
 RC0424'CENTER OF THE UNION PACIFIC RAILROAD TRACKS AND THE CENTER OF THE DIRT
 RC0424'ROAD, AND 1-FOOT NORTH OF A METAL WITNESS POST.  CAP IS RIVETED TO THE
 RC0424'TOP OF A 3-1/2-INCH IRON PIPE ENCASED IN CONCRETE.
 RC0424
 RC0424                          STATION RECOVERY (1987)
 RC0424
 RC0424'RECOVERY NOTE BY US POWER SQUADRON 1987 (KRN)
 RC0424'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0657 ***********************************************************************
 QD0657  DESIGNATION -  2176
 QD0657  PID         -  QD0657
 QD0657  STATE/COUNTY-  OR/JEFFERSON
 QD0657  USGS QUAD   -  MADRAS EAST (1992)
 QD0657
 QD0657                         *CURRENT SURVEY CONTROL
 QD0657  ___________________________________________________________________
 QD0657* NAD 83(1986)-  44 42 20.     (N)    121 05 33.     (W)     SCALED    
 QD0657* NAVD 88     -       664.336  (meters)    2179.58   (feet)  ADJUSTED  
 QD0657  ___________________________________________________________________
 QD0657  GEOID HEIGHT-         -21.36  (meters)                     GEOID03
 QD0657  DYNAMIC HT  -         664.168 (meters)    2179.02  (feet)  COMP
 QD0657  MODELED GRAV-     980,342.5   (mgal)                       NAVD 88
 QD0657
 QD0657  VERT ORDER  -  SECOND    CLASS 0
 QD0657
 QD0657.The horizontal coordinates were scaled from a topographic map and have
 QD0657.an estimated accuracy of +/- 6 seconds.
 QD0657
 QD0657.The orthometric height was determined by differential leveling
 QD0657.and adjusted in June 1991.
 QD0657
 QD0657.The geoid height was determined by GEOID03.
 QD0657
 QD0657.The dynamic height is computed by dividing the NAVD 88
 QD0657.geopotential number by the normal gravity value computed on the
 QD0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0657.degrees latitude (g = 980.6199 gals.).
 QD0657
 QD0657.The modeled gravity was interpolated from observed gravity values.
 QD0657
 QD0657;                    North         East    Units  Estimated Accuracy
 QD0657;SPC OR N     -   115,620.    2,453,050.      MT  (+/- 180 meters Scaled)
 QD0657
 QD0657                          SUPERSEDED SURVEY CONTROL
 QD0657
 QD0657  NGVD 29 (??/??/92)  663.239  (m)         2175.98   (f) ADJ UNCH    2 0
 QD0657
 QD0657.Superseded values are not recommended for survey control.
 QD0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0657.See file dsdata.txt to determine how the superseded data were derived.
 QD0657
 QD0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ511520(NAD 83)
 QD0657_MARKER: DD = SURVEY DISK
 QD0657_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QD0657_SP_SET: CULVERT
 QD0657_STAMPING: 2176-M-1928
 QD0657_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0657
 QD0657  HISTORY     - Date     Condition        Report By
 QD0657  HISTORY     - 1928     MONUMENTED       ORDT
 QD0657  HISTORY     - 1934     GOOD             NGS
 QD0657
 QD0657                          STATION DESCRIPTION
 QD0657
 QD0657'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QD0657'5.9 MI N FROM MADRAS.
 QD0657'ALONG THE DALLES-CALIFORNIA HIGHWAY FROM PO, AT MILEAGE 89.8, 0.4 MILE
 QD0657'SOUTH OF ROAD LEADING WEST TO PAXTON, 500 FEET NORTH OF A BARN, ON THE
 QD0657'WEST CONCRETE HEADWALL OF A CULVERT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0171 ***********************************************************************
 NZ0171  DESIGNATION -  2180 B
 NZ0171  PID         -  NZ0171
 NZ0171  STATE/COUNTY-  OR/JACKSON
 NZ0171  USGS QUAD   -  ASHLAND (1996)
 NZ0171
 NZ0171                         *CURRENT SURVEY CONTROL
 NZ0171  ___________________________________________________________________
 NZ0171* NAD 83(1986)-  42 09 50.     (N)    122 39 14.     (W)     SCALED    
 NZ0171* NAVD 88     -       665.983  (meters)    2184.98   (feet)  ADJUSTED  
 NZ0171  ___________________________________________________________________
 NZ0171  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 NZ0171  DYNAMIC HT  -         665.662 (meters)    2183.93  (feet)  COMP
 NZ0171  MODELED GRAV-     980,118.7   (mgal)                       NAVD 88
 NZ0171
 NZ0171  VERT ORDER  -  FIRST     CLASS II
 NZ0171
 NZ0171.The horizontal coordinates were scaled from a topographic map and have
 NZ0171.an estimated accuracy of +/- 6 seconds.
 NZ0171
 NZ0171.The orthometric height was determined by differential leveling
 NZ0171.and adjusted in June 1991.
 NZ0171
 NZ0171.The geoid height was determined by GEOID03.
 NZ0171
 NZ0171.The dynamic height is computed by dividing the NAVD 88
 NZ0171.geopotential number by the normal gravity value computed on the
 NZ0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0171.degrees latitude (g = 980.6199 gals.).
 NZ0171
 NZ0171.The modeled gravity was interpolated from observed gravity values.
 NZ0171
 NZ0171;                    North         East    Units  Estimated Accuracy
 NZ0171;SPC OR S     -    57,520.    1,322,020.      MT  (+/- 180 meters Scaled)
 NZ0171
 NZ0171                          SUPERSEDED SURVEY CONTROL
 NZ0171
 NZ0171  NGVD 29 (??/??/92)  664.901  (m)         2181.43   (f) ADJ UNCH    1 2
 NZ0171
 NZ0171.Superseded values are not recommended for survey control.
 NZ0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0171.See file dsdata.txt to determine how the superseded data were derived.
 NZ0171
 NZ0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM285680(NAD 83)
 NZ0171_MARKER: P = PIPE CAP
 NZ0171_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NZ0171_SP_SET: CULVERT
 NZ0171_STAMPING: 2180 B 1903
 NZ0171_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0171
 NZ0171  HISTORY     - Date     Condition        Report By
 NZ0171  HISTORY     - 1903     MONUMENTED       USGS
 NZ0171  HISTORY     - 1954     GOOD             NGS
 NZ0171  HISTORY     - 1987     MARK NOT FOUND   NGS
 NZ0171
 NZ0171                          STATION DESCRIPTION
 NZ0171
 NZ0171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NZ0171'3.7 MI SE FROM ASHLAND.
 NZ0171'3.7 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 NZ0171'THE STATION AT ASHLAND, 0.3 MILE NORTHWEST OF MILEPOLE 425, ABOUT 4
 NZ0171'1/2 RAILS NORTHWEST OF A CEMENT STONE MASONRY CULVERT FOR AN
 NZ0171'IRRIGATION DITCH, ABOUT 60 FEET NORTHEAST OF THE CENTER LINE OF U.S.
 NZ0171'HIGHWAY 99, 39.2 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 9.0 FEET
 NZ0171'NORTHEAST OF A FENCE, ABOUT 3 1/2 FEET HIGHER THAN THE TRACK, AND
 NZ0171'WELDED TO THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 3.0 FEET ABOVE
 NZ0171'THE GROUND.
 NZ0171
 NZ0171                          STATION RECOVERY (1987)
 NZ0171
 NZ0171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 NZ0171'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0307 ***********************************************************************
 NZ0307  DESIGNATION -  2184.4
 NZ0307  PID         -  NZ0307
 NZ0307  STATE/COUNTY-  OR/DOUGLAS
 NZ0307  USGS QUAD   -  TILLER (1989)
 NZ0307
 NZ0307                         *CURRENT SURVEY CONTROL
 NZ0307  ___________________________________________________________________
 NZ0307* NAD 83(1986)-  42 54 09.     (N)    122 53 32.     (W)     SCALED    
 NZ0307* NAVD 88     -       666.912  (meters)    2188.03   (feet)  ADJUSTED  
 NZ0307  ___________________________________________________________________
 NZ0307  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 NZ0307  DYNAMIC HT  -         666.650 (meters)    2187.17  (feet)  COMP
 NZ0307  MODELED GRAV-     980,205.8   (mgal)                       NAVD 88
 NZ0307
 NZ0307  VERT ORDER  -  SECOND    CLASS 0
 NZ0307
 NZ0307.The horizontal coordinates were scaled from a topographic map and have
 NZ0307.an estimated accuracy of +/- 6 seconds.
 NZ0307
 NZ0307.The orthometric height was determined by differential leveling
 NZ0307.and adjusted in June 1991.
 NZ0307
 NZ0307.The geoid height was determined by GEOID03.
 NZ0307
 NZ0307.The dynamic height is computed by dividing the NAVD 88
 NZ0307.geopotential number by the normal gravity value computed on the
 NZ0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0307.degrees latitude (g = 980.6199 gals.).
 NZ0307
 NZ0307.The modeled gravity was interpolated from observed gravity values.
 NZ0307
 NZ0307;                    North         East    Units  Estimated Accuracy
 NZ0307;SPC OR S     -   140,070.    1,304,670.      MT  (+/- 180 meters Scaled)
 NZ0307
 NZ0307                          SUPERSEDED SURVEY CONTROL
 NZ0307
 NZ0307  NGVD 29 (??/??/92)  665.848  (m)         2184.54   (f) ADJ UNCH    2 0
 NZ0307
 NZ0307.Superseded values are not recommended for survey control.
 NZ0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0307.See file dsdata.txt to determine how the superseded data were derived.
 NZ0307
 NZ0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN087499(NAD 83)
 NZ0307_MARKER: N = NAIL
 NZ0307_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NZ0307_SP_SET: OAK TREE
 NZ0307_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0307
 NZ0307  HISTORY     - Date     Condition        Report By
 NZ0307  HISTORY     - UNK      MONUMENTED       USGS
 NZ0307  HISTORY     - 1969     MARK NOT FOUND   NGS
 NZ0307
 NZ0307                          STATION DESCRIPTION
 NZ0307
 NZ0307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 NZ0307'3 MI E FROM DREW.
 NZ0307'3.2 MILES NORTHWEST ALONG THE DREW ROAD FROM THE SUMMIT GUARD STATION,
 NZ0307'3.4 MILES NORTHEAST OF DREW, AT A Y JUNCTION OF A ROAD LEADING
 NZ0307'SOUTHWEST, 7 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD, ABOUT
 NZ0307'LEVEL WITH THE ROAD, AND DRIVEN IN THE BASE OF A 24-INCH LEANING OAK
 NZ0307'TREE MARKED BY THE WHITE PAINTED LETTERS USBM 2184.4.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH0827 ***********************************************************************
 OH0827  DESIGNATION -  2195
 OH0827  PID         -  OH0827
 OH0827  STATE/COUNTY-  OR/MALHEUR
 OH0827  USGS QUAD   -  VALE EAST (1975)
 OH0827
 OH0827                         *CURRENT SURVEY CONTROL
 OH0827  ___________________________________________________________________
 OH0827* NAD 83(1986)-  43 59 46.     (N)    117 07 52.     (W)     SCALED    
 OH0827* NAVD 88     -       672.485  (meters)    2206.31   (feet)  ADJUSTED  
 OH0827  ___________________________________________________________________
 OH0827  GEOID HEIGHT-         -17.89  (meters)                     GEOID03
 OH0827  DYNAMIC HT  -         672.277 (meters)    2205.63  (feet)  COMP
 OH0827  MODELED GRAV-     980,288.0   (mgal)                       NAVD 88
 OH0827
 OH0827  VERT ORDER  -  FIRST     CLASS II
 OH0827
 OH0827.The horizontal coordinates were scaled from a topographic map and have
 OH0827.an estimated accuracy of +/- 6 seconds.
 OH0827
 OH0827.The orthometric height was determined by differential leveling
 OH0827.and adjusted in June 1991.
 OH0827
 OH0827.The geoid height was determined by GEOID03.
 OH0827
 OH0827.The dynamic height is computed by dividing the NAVD 88
 OH0827.geopotential number by the normal gravity value computed on the
 OH0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0827.degrees latitude (g = 980.6199 gals.).
 OH0827
 OH0827.The modeled gravity was interpolated from observed gravity values.
 OH0827
 OH0827;                    North         East    Units  Estimated Accuracy
 OH0827;SPC OR S     -   264,210.    1,770,150.      MT  (+/- 180 meters Scaled)
 OH0827
 OH0827                          SUPERSEDED SURVEY CONTROL
 OH0827
 OH0827  NGVD 29 (??/??/??)  671.49   (m)         2203.0    (f) RESET       3  
 OH0827
 OH0827.Superseded values are not recommended for survey control.
 OH0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0827.See file dsdata.txt to determine how the superseded data were derived.
 OH0827
 OH0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ894714(NAD 83)
 OH0827_MARKER: DD = SURVEY DISK
 OH0827_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OH0827_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OH0827_STAMPING: 2203.573 H 1903
 OH0827_MARK LOGO: USGS  
 OH0827_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH0827
 OH0827  HISTORY     - Date     Condition        Report By
 OH0827  HISTORY     - 1903     MONUMENTED       USGS
 OH0827  HISTORY     - 1935     GOOD             NGS
 OH0827  HISTORY     - 1985     GOOD             NGS
 OH0827
 OH0827                          STATION DESCRIPTION
 OH0827
 OH0827'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 OH0827'9.9 MI SW FROM ONTARIO.
 OH0827'9.9 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM ONTARIO,
 OH0827'MALHEUR COUNTY, 125 FEET EAST OF MALLET STATION, 111 1/2 FEET NORTH
 OH0827'AND ACROSS A ROAD FROM THE TRACK CENTERLINE, 32 FEET NORTH OF THE ROAD
 OH0827'CENTERLINE, 135 FEET WEST OF A ROAD LEADING TO A FARM HOUSE.  A UNITED
 OH0827'STATES GEOLOGICAL SURVEY STANDARD DISK STAMPED 2203.573 H 1903 AND
 OH0827'RIVETED TO A 3 1/2 INCH IRON PIPE.
 OH0827
 OH0827                          STATION RECOVERY (1985)
 OH0827
 OH0827'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OH0827'7.82 KM (4.86 MI) EAST ALONG US HIGHWAYS 20 AND 26 FROM THE JUNCTION
 OH0827'OF MAIN STREET AT VALE, THENCE 1.60 KM (1.0 MI) NORTH ALONG HALLIDAY
 OH0827'DRIVE, THENCE 1.19 KM (0.74 MI) EAST ALONG MALHEUR AVENUE AND THE
 OH0827'UNION PACIFIC RAILROAD, IN THE NORTHEAST CORNER OF THE T JUNCTION OF A
 OH0827'GRAVEL DRIVEWAY LEADING NORTH TO A CONCRETE BLOCK HOUSE, 0.15 KM
 OH0827'(0.09 MI) EAST OF RAILROAD MILEPOLE 10, 0.40 KM (0.25 MI) EAST OF THE
 OH0827'T JUNCTION OF WHITE SETTLEMENT ROAD, 10.6 METERS (35 FT) NORTH OF THE
 OH0827'CENTER OF THE AVENUE, 24.1 METERS (79 FT) SOUTH-SOUTHWEST OF THE
 OH0827'SOUTHEAST CORNER OF THE HOUSE, 7.9 METERS (26 FT) EAST OF THE CENTER
 OH0827'OF THE DRIVEWAY, 1.2 METERS (4 FT) EAST-NORTHEAST OF TELEPHONE POLE
 OH0827'NUMBER 89 AND 0.9 METER (3 FT) SOUTH OF THE SOUTH EDGE OF A CONCRETE
 OH0827'IRRIGATION DITCH.
 OH0827'THE MARK IS 1.0 METERS  W FROM  A WITNESS POST
 OH0827'THE MARK IS 0.15 M ABOVE THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0174 ***********************************************************************
 PB0174  DESIGNATION -  22
 PB0174  PID         -  PB0174
 PB0174  STATE/COUNTY-  OR/DESCHUTES
 PB0174  USGS QUAD   -  MILLICAN (1967)
 PB0174
 PB0174                         *CURRENT SURVEY CONTROL
 PB0174  ___________________________________________________________________
 PB0174* NAD 83(1986)-  43 53 13.     (N)    120 56 38.     (W)     SCALED    
 PB0174* NAVD 88     -      1296.914  (meters)    4254.96   (feet)  ADJUSTED  
 PB0174  ___________________________________________________________________
 PB0174  GEOID HEIGHT-         -20.36  (meters)                     GEOID03
 PB0174  DYNAMIC HT  -        1296.328 (meters)    4253.04  (feet)  COMP
 PB0174  MODELED GRAV-     980,122.1   (mgal)                       NAVD 88
 PB0174
 PB0174  VERT ORDER  -  FIRST     CLASS II
 PB0174
 PB0174.The horizontal coordinates were scaled from a topographic map and have
 PB0174.an estimated accuracy of +/- 6 seconds.
 PB0174
 PB0174.The orthometric height was determined by differential leveling
 PB0174.and adjusted in June 1991.
 PB0174
 PB0174.The geoid height was determined by GEOID03.
 PB0174
 PB0174.The dynamic height is computed by dividing the NAVD 88
 PB0174.geopotential number by the normal gravity value computed on the
 PB0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0174.degrees latitude (g = 980.6199 gals.).
 PB0174
 PB0174.The modeled gravity was interpolated from observed gravity values.
 PB0174
 PB0174;                    North         East    Units  Estimated Accuracy
 PB0174;SPC OR S     -   246,740.    1,464,330.      MT  (+/- 180 meters Scaled)
 PB0174
 PB0174                          SUPERSEDED SURVEY CONTROL
 PB0174
 PB0174  NGVD 29 (??/??/92) 1295.717  (m)         4251.03   (f) ADJ UNCH    1 2
 PB0174
 PB0174.Superseded values are not recommended for survey control.
 PB0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0174.See file dsdata.txt to determine how the superseded data were derived.
 PB0174
 PB0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP651613(NAD 83)
 PB0174_MARKER: DD = SURVEY DISK
 PB0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0174_STAMPING: 22 1927 4252
 PB0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0174+STABILITY: SURFACE MOTION
 PB0174
 PB0174  HISTORY     - Date     Condition        Report By
 PB0174  HISTORY     - 1927     MONUMENTED       ORDT
 PB0174  HISTORY     - 1943     GOOD             NGS
 PB0174
 PB0174                          STATION DESCRIPTION
 PB0174
 PB0174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PB0174'1.3 MI NW FROM MILLICAN.
 PB0174'THIS MARK IS ABOUT 1.3 MILES NORTHWEST ALONG U.S. HIGHWAY 20 FROM THE
 PB0174'POST OFFICE AT MILLICAN, DESCHUTES COUNTY, SET ON A RIDGE, IN THE TOP
 PB0174'OF A ROCK OUTCROP, 60.0 FEET EAST OF A JUNIPER TREE, ABOUT 350 FEET
 PB0174'NORTH OF THE CENTER LINE OF THE HIGHWAY, 2.0 FEET WEST OF A WHITE
 PB0174'REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0267 ***********************************************************************
 PB0267  DESIGNATION -  22
 PB0267  PID         -  PB0267
 PB0267  STATE/COUNTY-  OR/KLAMATH
 PB0267  USGS QUAD   -  BIG HOLE (1982)
 PB0267
 PB0267                         *CURRENT SURVEY CONTROL
 PB0267  ___________________________________________________________________
 PB0267* NAD 83(1986)-  43 26 49.     (N)    121 21 01.     (W)     SCALED    
 PB0267* NAVD 88     -      1451.331  (meters)    4761.58   (feet)  ADJUSTED  
 PB0267  ___________________________________________________________________
 PB0267  GEOID HEIGHT-         -20.86  (meters)                     GEOID03
 PB0267  DYNAMIC HT  -        1450.557 (meters)    4759.04  (feet)  COMP
 PB0267  MODELED GRAV-     980,035.5   (mgal)                       NAVD 88
 PB0267
 PB0267  VERT ORDER  -  SECOND    CLASS 0
 PB0267
 PB0267.The horizontal coordinates were scaled from a topographic map and have
 PB0267.an estimated accuracy of +/- 6 seconds.
 PB0267
 PB0267.The orthometric height was determined by differential leveling
 PB0267.and adjusted in June 1991.
 PB0267
 PB0267.The geoid height was determined by GEOID03.
 PB0267
 PB0267.The dynamic height is computed by dividing the NAVD 88
 PB0267.geopotential number by the normal gravity value computed on the
 PB0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0267.degrees latitude (g = 980.6199 gals.).
 PB0267
 PB0267.The modeled gravity was interpolated from observed gravity values.
 PB0267
 PB0267;                    North         East    Units  Estimated Accuracy
 PB0267;SPC OR S     -   198,110.    1,431,180.      MT  (+/- 180 meters Scaled)
 PB0267
 PB0267                          SUPERSEDED SURVEY CONTROL
 PB0267
 PB0267  NGVD 29 (??/??/92) 1450.052  (m)         4757.38   (f) ADJ UNCH    2 0
 PB0267
 PB0267.Superseded values are not recommended for survey control.
 PB0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0267.See file dsdata.txt to determine how the superseded data were derived.
 PB0267
 PB0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP334117(NAD 83)
 PB0267_MARKER: DD = SURVEY DISK
 PB0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0267_STAMPING: 4757 22 1929
 PB0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0267+STABILITY: SURFACE MOTION
 PB0267
 PB0267  HISTORY     - Date     Condition        Report By
 PB0267  HISTORY     - 1929     MONUMENTED       BPR
 PB0267  HISTORY     - 1931     GOOD             NGS
 PB0267  HISTORY     - 1977     MARK NOT FOUND   NGS
 PB0267  HISTORY     - 19860916 MARK NOT FOUND   USPSQD
 PB0267
 PB0267                          STATION DESCRIPTION
 PB0267
 PB0267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 PB0267'19.4 MI SE FROM LAPINE.
 PB0267'IN KLAMATH COUNTY, ABOUT 19.4 MILES SOUTHEAST ALONG THE FREMONT
 PB0267'HIGHWAY (OREGON 31) FROM LAPINE, DESCHUTES COUNTY, AT THE EAST END OF
 PB0267'A CURVE, AND 36 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY.  A
 PB0267'UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK, STAMPED 4757 22
 PB0267'1929 AND SET IN THE TOP OF A CONCRETE POST.
 PB0267
 PB0267                          STATION RECOVERY (1977)
 PB0267
 PB0267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 PB0267'MARK NOT FOUND.
 PB0267
 PB0267                          STATION RECOVERY (1986)
 PB0267
 PB0267'RECOVERY NOTE BY US POWER SQUADRON 1986 (RCC)
 PB0267'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3693 ***********************************************************************
 RD3693  DESIGNATION -  22
 RD3693  PID         -  RD3693
 RD3693  STATE/COUNTY-  OR/MULTNOMAH
 RD3693  USGS QUAD   -  LINNTON (1990)
 RD3693
 RD3693                         *CURRENT SURVEY CONTROL
 RD3693  ___________________________________________________________________
 RD3693* NAD 83(1991)-  45 37 04.83087(N)    122 47 39.88302(W)     ADJUSTED  
 RD3693* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 RD3693  ___________________________________________________________________
 RD3693  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 RD3693  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 RD3693  HORZ ORDER  -  THIRD
 RD3693
 RD3693.The horizontal coordinates were established by classical geodetic methods
 RD3693.and adjusted by the National Geodetic Survey in October 1991.
 RD3693
 RD3693.The orthometric height was scaled from a topographic map.
 RD3693
 RD3693.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3693
 RD3693.The geoid height was determined by GEOID03.
 RD3693
 RD3693;                    North         East     Units Scale Factor Converg.
 RD3693;SPC OR N     -   219,379.743 2,321,085.618   MT  0.99992530   -1 37 37.8
 RD3693;SPC OR N     -   719,749.81  7,615,110.30   iFT  0.99992530   -1 37 37.8
 RD3693;SPC WA S     -    34,245.000   321,063.459   MT  1.00005575   -1 39 59.9
 RD3693;SPC WA S     -   112,352.14  1,053,355.70   sFT  1.00005575   -1 39 59.9
 RD3693;UTM  10      - 5,051,627.602   516,028.348   MT  0.99960316   +0 08 49.0
 RD3693
 RD3693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3693!SPC OR N     -   1.00000341  x   0.99992530  =   0.99992871
 RD3693!SPC WA S     -   1.00000341  x   1.00005575  =   1.00005916
 RD3693!UTM  10      -   1.00000341  x   0.99960316  =   0.99960657
 RD3693
 RD3693:                Primary Azimuth Mark                     Grid Az
 RD3693:SPC OR N     -  20                                       000 14 13.9
 RD3693:SPC WA S     -  20                                       000 16 36.0
 RD3693:UTM  10      -  20                                       358 27 47.1
 RD3693
 RD3693|---------------------------------------------------------------------|
 RD3693| PID    Reference Object                     Distance      Geod. Az  |
 RD3693|                                                           dddmmss.s |
 RD3693| RD3598 20                                  APPROX. 0.8 KM 3583636.1 |
 RD3693|---------------------------------------------------------------------|
 RD3693
 RD3693                          SUPERSEDED SURVEY CONTROL
 RD3693
 RD3693  NAD 83(1986)-  45 37 04.85034(N)    122 47 39.88500(W) AD(       ) 3
 RD3693  NAD 27      -  45 37 05.42900(N)    122 47 35.52200(W) AD(       ) 3
 RD3693
 RD3693.Superseded values are not recommended for survey control.
 RD3693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3693.See file dsdata.txt to determine how the superseded data were derived.
 RD3693
 RD3693_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1602851628(NAD 83)
 RD3693
 RD3693  HISTORY     - Date     Condition        Report By
 RD3693  HISTORY     - 1899     MONUMENTED       USE
 RD3693  HISTORY     - 1960     SEE DESCRIPTION  CGS
 RD3693  HISTORY     - 19940423 MARK NOT FOUND   USPSQD
 RD3693
 RD3693                          STATION DESCRIPTION
 RD3693
 RD3693'DESCRIBED BY US ENGINEERS 1899
 RD3693'THE STATION IS ON A REVETMENT.
 RD3693
 RD3693                          STATION RECOVERY (1960)
 RD3693
 RD3693'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ANS)
 RD3693'STATION WAS ON A REVETMENT.  STATION WAS NOT RECOVERED.
 RD3693'
 RD3693'A SEARCH WAS MADE OF THE AREA FOR THE STATION, BY THE GEOGRAPHIC
 RD3693'POSITION.  IT IS BELIEVED THAT THIS STATION WAS DESTROYED BY THE
 RD3693'FLOOD WATERS FROM THE WILLAMETTE RIVER.
 RD3693'
 RD3693'THIS STATION SHOULD BE CONSIDERED LOST.
 RD3693
 RD3693                          STATION RECOVERY (1994)
 RD3693
 RD3693'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD3693'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3703 ***********************************************************************
 RD3703  DESIGNATION -  22 2
 RD3703  PID         -  RD3703
 RD3703  STATE/COUNTY-  OR/MULTNOMAH
 RD3703  USGS QUAD   -  LINNTON (1990)
 RD3703
 RD3703                         *CURRENT SURVEY CONTROL
 RD3703  ___________________________________________________________________
 RD3703* NAD 83(1991)-  45 36 58.34236(N)    122 47 41.59681(W)     ADJUSTED  
 RD3703* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 RD3703  ___________________________________________________________________
 RD3703  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 RD3703  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 RD3703  HORZ ORDER  -  THIRD
 RD3703
 RD3703.The horizontal coordinates were established by classical geodetic methods
 RD3703.and adjusted by the National Geodetic Survey in October 1991.
 RD3703
 RD3703.The orthometric height was scaled from a topographic map.
 RD3703
 RD3703.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3703
 RD3703.The geoid height was determined by GEOID03.
 RD3703
 RD3703;                    North         East     Units Scale Factor Converg.
 RD3703;SPC OR N     -   219,180.571 2,321,042.817   MT  0.99992506   -1 37 39.0
 RD3703;SPC OR N     -   719,096.36  7,614,969.87   iFT  0.99992506   -1 37 39.0
 RD3703;SPC WA S     -    34,045.832   321,020.515   MT  1.00005628   -1 40 01.2
 RD3703;SPC WA S     -   111,698.70  1,053,214.81   sFT  1.00005628   -1 40 01.2
 RD3703;UTM  10      - 5,051,427.265   515,991.746   MT  0.99960314   +0 08 47.7
 RD3703
 RD3703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3703!SPC OR N     -   1.00000263  x   0.99992506  =   0.99992769
 RD3703!SPC WA S     -   1.00000263  x   1.00005628  =   1.00005891
 RD3703!UTM  10      -   1.00000263  x   0.99960314  =   0.99960577
 RD3703
 RD3703:                Primary Azimuth Mark                     Grid Az
 RD3703:SPC OR N     -  20 2                                     353 51 44.8
 RD3703:SPC WA S     -  20 2                                     353 54 07.0
 RD3703:UTM  10      -  20 2                                     352 05 18.1
 RD3703
 RD3703|---------------------------------------------------------------------|
 RD3703| PID    Reference Object                     Distance      Geod. Az  |
 RD3703|                                                           dddmmss.s |
 RD3703| RD3694 20 2                                APPROX. 0.6 KM 3521405.8 |
 RD3703|---------------------------------------------------------------------|
 RD3703
 RD3703                          SUPERSEDED SURVEY CONTROL
 RD3703
 RD3703  NAD 83(1986)-  45 36 58.36182(N)    122 47 41.59882(W) AD(       ) 3
 RD3703  NAD 27      -  45 36 58.94000(N)    122 47 37.23700(W) AD(       ) 3
 RD3703
 RD3703.Superseded values are not recommended for survey control.
 RD3703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3703.See file dsdata.txt to determine how the superseded data were derived.
 RD3703
 RD3703_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1599251427(NAD 83)
 RD3703
 RD3703  HISTORY     - Date     Condition        Report By
 RD3703  HISTORY     - 1913     MONUMENTED       USE
 RD3703  HISTORY     - 1960     SEE DESCRIPTION  CGS
 RD3703  HISTORY     - 19941030 MARK NOT FOUND   USPSQD
 RD3703
 RD3703                          STATION DESCRIPTION
 RD3703
 RD3703'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (ANS)
 RD3703'STATION WAS NOT RECOVERED.  FROM THE GEOGRAPHIC POSITION THE
 RD3703'STATION WAS ON THE WEST SIDE OF THE WILLAMETTE RIVER, ABOUT 1000
 RD3703'FEET SOUTH OF MULTNOMAH CHANNEL.
 RD3703'
 RD3703'A SEARCH WAS MADE IN THIS AREA AND IT IS QUITE SURE THAT THIS
 RD3703'STATION HAS BEEN DESTROYED BY FLOOD WATERS.
 RD3703
 RD3703                          STATION RECOVERY (1994)
 RD3703
 RD3703'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD3703'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3713 ***********************************************************************
 RD3713  DESIGNATION -  22 3
 RD3713  PID         -  RD3713
 RD3713  STATE/COUNTY-  OR/MULTNOMAH
 RD3713  USGS QUAD   -  LINNTON (1990)
 RD3713
 RD3713                         *CURRENT SURVEY CONTROL
 RD3713  ___________________________________________________________________
 RD3713* NAD 83(1991)-  45 36 57.95685(N)    122 47 41.99424(W)     ADJUSTED  
 RD3713* NAVD 88     -         6.3    (meters)      21.     (feet)  VERTCON   
 RD3713  ___________________________________________________________________
 RD3713  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 RD3713  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 RD3713  HORZ ORDER  -  SECOND
 RD3713
 RD3713.The horizontal coordinates were established by classical geodetic methods
 RD3713.and adjusted by the National Geodetic Survey in October 1991.
 RD3713
 RD3713.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD3713.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD3713
 RD3713.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3713
 RD3713.The geoid height was determined by GEOID03.
 RD3713
 RD3713;                    North         East     Units Scale Factor Converg.
 RD3713;SPC OR N     -   219,168.919 2,321,033.872   MT  0.99992504   -1 37 39.3
 RD3713;SPC OR N     -   719,058.13  7,614,940.52   iFT  0.99992504   -1 37 39.3
 RD3713;UTM  10      - 5,051,415.346   515,983.169   MT  0.99960314   +0 08 47.4
 RD3713
 RD3713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3713!SPC OR N     -   1.00000258  x   0.99992504  =   0.99992762
 RD3713!UTM  10      -   1.00000258  x   0.99960314  =   0.99960572
 RD3713
 RD3713|---------------------------------------------------------------------|
 RD3713| PID    Reference Object                     Distance      Geod. Az  |
 RD3713|                                                           dddmmss.s |
 RD3713| RD3662 MULTNOMAH CHANNEL ENTRANCE LT       347.295 METERS 00247     |
 RD3713|---------------------------------------------------------------------|
 RD3713
 RD3713                          SUPERSEDED SURVEY CONTROL
 RD3713
 RD3713  NAD 83(1986)-  45 36 57.97624(N)    122 47 41.99622(W) AD(       ) 2
 RD3713  NAD 27      -  45 36 58.55343(N)    122 47 37.63378(W) AD(       ) 2
 RD3713  NGVD 29 (07/19/86)    5.3    (m)           17.     (f) VERT ANG    3  
 RD3713
 RD3713.Superseded values are not recommended for survey control.
 RD3713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3713.See file dsdata.txt to determine how the superseded data were derived.
 RD3713
 RD3713_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1598351415(NAD 83)
 RD3713_MARKER: Z = SEE DESCRIPTION
 RD3713_SETTING: 0 = UNSPECIFIED SETTING
 RD3713_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD3713
 RD3713  HISTORY     - Date     Condition        Report By
 RD3713  HISTORY     - 1963     MONUMENTED       USE
 RD3713
 RD3713                          STATION DESCRIPTION
 RD3713
 RD3713'DESCRIBED BY US ENGINEERS 1963 (FN)
 RD3713'STATION IS LOCATED ON THE WEST SIDE OF THE WILLAMETTE RIVER BETWEEN
 RD3713'A TRANSMISSION LINE CROSSING AND THE UPSTREAM ENTRANCE TO
 RD3713'MULTNOMAH CHANNEL.
 RD3713'
 RD3713'TO REACH FROM THE FIRE STATION IN LINNTON, (11212 ST. HELENS
 RD3713'ROAD - U.S. HWY 30) FOLLOW U.S. HWY. 30 IN A NORTHERLY DIRECTION
 RD3713'0.8 MILE TO A BPA TRANSMISSION LINE CROSSING THE HIGHWAY AND A PGE
 RD3713'SUBSTATION ON THE RIGHT.  TURN RIGHT AND FOLLOW UNPAVED ROAD EAST
 RD3713'0.3 MILE TO TRANSMISSION TOWERS AT THE RIVER.  TURN LEFT AND GO
 RD3713'NORTHERLY ON A TRACK ROAD, FOLLOWING THE WEST BANK OF THE RIVER
 RD3713'0.3 MILE TO THE STATION.
 RD3713'
 RD3713'STATION MARK IS A U.S.E. BRONZE DISK WITH U.S. HARBOR LINE 1916
 RD3713'CAST IN THE DISK.  IT IS CEMENTED IN THE TOP OF A 4-INCH IRON PIPE
 RD3713'WHICH IS IN A LARGE CONCRETE BLOCK INSCRIBED 22 3-19 AND PROJECTING
 RD3713'ABOUT 2 FEET.
 RD3713'
 RD3713'THIS STATION IS FLOODED WHEN THE RIVER STAGE IS AROUND 16 FEET
 RD3713'AND ABOVE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0626 ***********************************************************************
 NW0626  DESIGNATION -  22 BKC
 NW0626  PID         -  NW0626
 NW0626  STATE/COUNTY-  OR/MALHEUR
 NW0626  USGS QUAD   -  SQUAW FLAT (1980)
 NW0626
 NW0626                         *CURRENT SURVEY CONTROL
 NW0626  ___________________________________________________________________
 NW0626* NAD 83(1986)-  42 31 53.     (N)    117 21 30.     (W)     SCALED    
 NW0626* NAVD 88     -      1492.535  (meters)    4896.76   (feet)  ADJUSTED  
 NW0626  ___________________________________________________________________
 NW0626  GEOID HEIGHT-         -17.66  (meters)                     GEOID03
 NW0626  DYNAMIC HT  -        1491.622 (meters)    4893.76  (feet)  COMP
 NW0626  MODELED GRAV-     979,956.7   (mgal)                       NAVD 88
 NW0626
 NW0626  VERT ORDER  -  SECOND    CLASS 0
 NW0626
 NW0626.The horizontal coordinates were scaled from a topographic map and have
 NW0626.an estimated accuracy of +/- 6 seconds.
 NW0626
 NW0626.The orthometric height was determined by differential leveling
 NW0626.and adjusted in August 1995.
 NW0626
 NW0626.The geoid height was determined by GEOID03.
 NW0626
 NW0626.The dynamic height is computed by dividing the NAVD 88
 NW0626.geopotential number by the normal gravity value computed on the
 NW0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0626.degrees latitude (g = 980.6199 gals.).
 NW0626
 NW0626.The modeled gravity was interpolated from observed gravity values.
 NW0626
 NW0626;                    North         East    Units  Estimated Accuracy
 NW0626;SPC OR S     -   100,900.    1,758,040.      MT  (+/- 180 meters Scaled)
 NW0626
 NW0626                          SUPERSEDED SURVEY CONTROL
 NW0626
 NW0626.No superseded survey control is available for this station.
 NW0626
 NW0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH705088(NAD 83)
 NW0626_MARKER: DB = BENCH MARK DISK
 NW0626_SETTING: 80 = SET IN A BOULDER
 NW0626_SP_SET: BOULDER
 NW0626_STAMPING: 22 BKC 1973 4893
 NW0626_MARK LOGO: USGS  
 NW0626_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NW0626+STABILITY: SURFACE MOTION
 NW0626_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0626+SATELLITE: SATELLITE OBSERVATIONS - 1973
 NW0626
 NW0626  HISTORY     - Date     Condition        Report By
 NW0626  HISTORY     - 1973     MONUMENTED       USGS
 NW0626
 NW0626                          STATION DESCRIPTION
 NW0626
 NW0626'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 NW0626'FROM ROME, OREGON PROCEED 29.8 MILES SOUTH AND SOUTHEAST ALONG A
 NW0626'TRACK ROAD, THENCE 7.4 MILES SOUTHWEST AND SOUTH ALONG A TRACK ROAD,
 NW0626'AT A CORRAL AND T-ROAD SOUTH, 68 FEET EAST OF THE SOUTHEAST CORNER OF
 NW0626'THE CORRAL, 31 FEET NORTH OF THE CENTERLINE OF THE ROAD, 5 FEET NORTH
 NW0626'OF THE FENCE, CEMENTED IN A LARGE BOULDER THAT PROJECTS 0.8 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0762 ***********************************************************************
 PA0762  DESIGNATION -  22 FMK
 PA0762  PID         -  PA0762
 PA0762  STATE/COUNTY-  OR/HARNEY
 PA0762  USGS QUAD   -  JACKASS BUTTE (1967)
 PA0762
 PA0762                         *CURRENT SURVEY CONTROL
 PA0762  ___________________________________________________________________
 PA0762* NAD 83(1986)-  43 06 17.     (N)    118 54 43.     (W)     SCALED    
 PA0762* NAVD 88     -      1310.474  (meters)    4299.45   (feet)  ADJUSTED  
 PA0762  ___________________________________________________________________
 PA0762  GEOID HEIGHT-         -19.25  (meters)                     GEOID03
 PA0762  DYNAMIC HT  -        1309.777 (meters)    4297.16  (feet)  COMP
 PA0762  MODELED GRAV-     980,042.8   (mgal)                       NAVD 88
 PA0762
 PA0762  VERT ORDER  -  SECOND    CLASS 0
 PA0762
 PA0762.The horizontal coordinates were scaled from a topographic map and have
 PA0762.an estimated accuracy of +/- 6 seconds.
 PA0762
 PA0762.The orthometric height was determined by differential leveling
 PA0762.and adjusted in August 1995.
 PA0762
 PA0762.The geoid height was determined by GEOID03.
 PA0762
 PA0762.The dynamic height is computed by dividing the NAVD 88
 PA0762.geopotential number by the normal gravity value computed on the
 PA0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0762.degrees latitude (g = 980.6199 gals.).
 PA0762
 PA0762.The modeled gravity was interpolated from observed gravity values.
 PA0762
 PA0762;                    North         East    Units  Estimated Accuracy
 PA0762;SPC OR S     -   160,970.    1,629,250.      MT  (+/- 180 meters Scaled)
 PA0762
 PA0762                          SUPERSEDED SURVEY CONTROL
 PA0762
 PA0762.No superseded survey control is available for this station.
 PA0762
 PA0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH444742(NAD 83)
 PA0762_MARKER: DB = BENCH MARK DISK
 PA0762_SETTING: 66 = SET IN ROCK OUTCROP
 PA0762_SP_SET: ROCK OUTCROP
 PA0762_STAMPING: 22 FMK 1970 4296
 PA0762_MARK LOGO: USGS  
 PA0762_MAGNETIC: N = NO MAGNETIC MATERIAL
 PA0762_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PA0762+STABILITY: POSITION/ELEVATION WELL
 PA0762
 PA0762  HISTORY     - Date     Condition        Report By
 PA0762  HISTORY     - 1970     MONUMENTED       USGS
 PA0762
 PA0762                          STATION DESCRIPTION
 PA0762
 PA0762'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 PA0762'FROM THE BRIDGE OVER THE NARROWS, PROCEED 12.2 MILES SOUTH ALONG
 PA0762'STATE HIGHWAY 205, THENCE 1.1 MILES SOUTHWEST ALONG THE ROAD TO
 PA0762'FOSTER LAKE AND PLUSH, AT THE TOP OF A GRADE, 250 FEET NORTH OF A
 PA0762'POWER LINE CROSSING, 38 FEET EAST OF THE CENTERLINE OF THE ROAD,
 PA0762'WITNESS POST SET AT BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2704 ***********************************************************************
 QE2704  DESIGNATION -  22 KJO
 QE2704  PID         -  QE2704
 QE2704  STATE/COUNTY-  OR/LINCOLN
 QE2704  USGS QUAD   -  ELK CITY (1984)
 QE2704
 QE2704                         *CURRENT SURVEY CONTROL
 QE2704  ___________________________________________________________________
 QE2704* NAD 83(1986)-  44 31 30.     (N)    123 52 00.     (W)     SCALED    
 QE2704* NAVD 88     -       150.728  (meters)     494.51   (feet)  ADJUSTED  
 QE2704  ___________________________________________________________________
 QE2704  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 QE2704  DYNAMIC HT  -         150.720 (meters)     494.49  (feet)  COMP
 QE2704  MODELED GRAV-     980,565.1   (mgal)                       NAVD 88
 QE2704
 QE2704  VERT ORDER  -  SECOND    CLASS I
 QE2704
 QE2704.The horizontal coordinates were scaled from a topographic map and have
 QE2704.an estimated accuracy of +/- 6 seconds.
 QE2704
 QE2704.The orthometric height was determined by differential leveling
 QE2704.and adjusted in August 1995.
 QE2704
 QE2704.The geoid height was determined by GEOID03.
 QE2704
 QE2704.The dynamic height is computed by dividing the NAVD 88
 QE2704.geopotential number by the normal gravity value computed on the
 QE2704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE2704.degrees latitude (g = 980.6199 gals.).
 QE2704
 QE2704.The modeled gravity was interpolated from observed gravity values.
 QE2704
 QE2704;                    North         East    Units  Estimated Accuracy
 QE2704;SPC OR N     -   100,960.    2,232,450.      MT  (+/- 180 meters Scaled)
 QE2704
 QE2704                          SUPERSEDED SURVEY CONTROL
 QE2704
 QE2704.No superseded survey control is available for this station.
 QE2704
 QE2704_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ311305(NAD 83)
 QE2704_MARKER: DB = BENCH MARK DISK
 QE2704_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QE2704_SP_SET: COPPER-CLAD STEEL ROD
 QE2704_STAMPING: 22 KJO 1979 491
 QE2704_MARK LOGO: USGS  
 QE2704_PROJECTION: PROJECTING 8 CENTIMETERS
 QE2704_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE2704_ROD/PIPE-DEPTH: 10.7 meters
 QE2704
 QE2704  HISTORY     - Date     Condition        Report By
 QE2704  HISTORY     - 1979     MONUMENTED       USGS
 QE2704
 QE2704                          STATION DESCRIPTION
 QE2704
 QE2704'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 QE2704'17.8 KM (11.05 MI) SW FROM HARLAN.
 QE2704'HARLAN, 11.07 MI SW OF.  108 FT E OF T-RD JCT TO HARLAN, 21 FT E OF
 QE2704'EASTERN ONE OF TWO 7-FOOT DIAMETER CORRUGATED STEEL CULVERTS, 19 FT
 QE2704'SE OF CENTERLINE OF RD,
 QE2704'THE MARK IS 1 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0985 ***********************************************************************
 QE0985  DESIGNATION -  22 L 237 RESET
 QE0985  PID         -  QE0985
 QE0985  STATE/COUNTY-  OR/LANE
 QE0985  USGS QUAD   -  TIERNAN (1984)
 QE0985
 QE0985                         *CURRENT SURVEY CONTROL
 QE0985  ___________________________________________________________________
 QE0985* NAD 83(1986)-  44 01 23.     (N)    123 54 23.     (W)     SCALED    
 QE0985* NAVD 88     -         8.22   (meters)      27.0    (feet)  RESET     
 QE0985  ___________________________________________________________________
 QE0985  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 QE0985  VERT ORDER  -  THIRD
 QE0985
 QE0985.The horizontal coordinates were scaled from a topographic map and have
 QE0985.an estimated accuracy of +/- 6 seconds.
 QE0985
 QE0985.The orthometric height was computed from unverified reset data.
 QE0985
 QE0985.The geoid height was determined by GEOID03.
 QE0985
 QE0985;                    North         East    Units  Estimated Accuracy
 QE0985;SPC OR S     -   267,320.    1,226,970.      MT  (+/- 180 meters Scaled)
 QE0985
 QE0985                          SUPERSEDED SURVEY CONTROL
 QE0985
 QE0985.No superseded survey control is available for this station.
 QE0985
 QE0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP273748(NAD 83)
 QE0985_MARKER: DD = SURVEY DISK
 QE0985_SETTING: 80 = SET IN A BOULDER
 QE0985_SP_SET: BOULDER
 QE0985_STAMPING: 22 L 237 OREG GEOD S RESET 1971
 QE0985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0985+STABILITY: SURFACE MOTION
 QE0985
 QE0985  HISTORY     - Date     Condition        Report By
 QE0985  HISTORY     - 1971     MONUMENTED       NGS
 QE0985
 QE0985                          STATION DESCRIPTION
 QE0985
 QE0985'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 QE0985'3.2 MI W FROM MAPLETON.
 QE0985'REACHED FROM THE MAPLETON POST OFFICE GO WEST ON STATE HIGHWAY 126 FOR
 QE0985'3.2 MILES TO THE BENCH MARK ON THE RIGHT.  IT IS ON THE RAILROAD
 QE0985'RIGHT-OF-WAY, 0.35 MILE WEST OF RAILROAD MILEPOST NO. 708, 0.3 MILE
 QE0985'EAST OF HIGHWAY MILEPOST NO. 11, 250 FEET NORTH OF THE NORTH
 QE0985'RIGHT-OF-WAY FENCE FOR THE HIGHWAY, 150 FEET WEST OF WHERE THE
 QE0985'RAILROAD TRACKS PASSES THRU A THRU CUT, 100 FEET EAST OF A CULVERT
 QE0985'UNDER THE RAILROAD, 27 FEET SOUTH OF THE NEAREST RAIL, 20 FEET NORTH
 QE0985'OF THE RAILROAD RIGHT-OF-WAY FENCE, 3 FEET SOUTH OF A METAL WITNESS
 QE0985'POST, AND 2 FEET LOWER THAN THE RAILROAD TRACKS CEMENTED IN A DRILL
 QE0985'HOLE IN A 4 BY 6 FOOT BOULDER THAT PROJECTS 3 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0793 ***********************************************************************
 PA0793  DESIGNATION -  22 LRC
 PA0793  PID         -  PA0793
 PA0793  STATE/COUNTY-  OR/HARNEY
 PA0793  USGS QUAD   -  DRY VALLEY RIM (1984)
 PA0793
 PA0793                         *CURRENT SURVEY CONTROL
 PA0793  ___________________________________________________________________
 PA0793* NAD 83(1986)-  43 01 31.     (N)    119 43 47.     (W)     SCALED    
 PA0793* NAVD 88     -      1376.513  (meters)    4516.11   (feet)  ADJUSTED  
 PA0793  ___________________________________________________________________
 PA0793  GEOID HEIGHT-         -19.82  (meters)                     GEOID03
 PA0793  DYNAMIC HT  -        1375.736 (meters)    4513.56  (feet)  COMP
 PA0793  MODELED GRAV-     980,008.0   (mgal)                       NAVD 88
 PA0793
 PA0793  VERT ORDER  -  SECOND    CLASS 0
 PA0793
 PA0793.The horizontal coordinates were scaled from a topographic map and have
 PA0793.an estimated accuracy of +/- 6 seconds.
 PA0793
 PA0793.The orthometric height was determined by differential leveling
 PA0793.and adjusted in August 1995.
 PA0793
 PA0793.The geoid height was determined by GEOID03.
 PA0793
 PA0793.The dynamic height is computed by dividing the NAVD 88
 PA0793.geopotential number by the normal gravity value computed on the
 PA0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0793.degrees latitude (g = 980.6199 gals.).
 PA0793
 PA0793.The modeled gravity was interpolated from observed gravity values.
 PA0793
 PA0793;                    North         East    Units  Estimated Accuracy
 PA0793;SPC OR S     -   151,210.    1,562,780.      MT  (+/- 180 meters Scaled)
 PA0793
 PA0793                          SUPERSEDED SURVEY CONTROL
 PA0793
 PA0793.No superseded survey control is available for this station.
 PA0793
 PA0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKH775672(NAD 83)
 PA0793_MARKER: DB = BENCH MARK DISK
 PA0793_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PA0793+WITH SETTING: INFORMATION.
 PA0793_SP_SET: METAL ROD DRIVEN INTO GROUND
 PA0793_STAMPING: 22 LRC 1970 4511
 PA0793_MARK LOGO: USGS  
 PA0793_MAGNETIC: I = MARKER IS A STEEL ROD
 PA0793_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PA0793
 PA0793  HISTORY     - Date     Condition        Report By
 PA0793  HISTORY     - 1970     MONUMENTED       USGS
 PA0793
 PA0793                          STATION DESCRIPTION
 PA0793
 PA0793'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 PA0793'FROM WAGONTIRE, OREGON, PROCEED 4.5 MILES SOUTHWEST ALONG U S HIGHWAY
 PA0793'395 TO DRY VALLEY ROAD, THENCE 18.3 MILES SOUTH ALONG DRY VALLEY
 PA0793'ROAD, AT A GATE, 15 FEET EAST OF THE CENTERLINE OF THE ROAD, 13 FEET
 PA0793'SOUTH OF AN EAST-WEST FENCE, 15 FEET SOUTHWEST OF A WITNESS POST.
 PA0793'THE ROD DEPTH IS UNKNOWN AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0358 ***********************************************************************
 NZ0358  DESIGNATION -  22 M
 NZ0358  PID         -  NZ0358
 NZ0358  STATE/COUNTY-  OR/DOUGLAS
 NZ0358  USGS QUAD   -  ABBOTT BUTTE (1989)
 NZ0358
 NZ0358                         *CURRENT SURVEY CONTROL
 NZ0358  ___________________________________________________________________
 NZ0358* NAD 83(1986)-  42 54 23.     (N)    122 35 34.     (W)     SCALED    
 NZ0358* NAVD 88     -      1752.673  (meters)    5750.23   (feet)  ADJUSTED  
 NZ0358  ___________________________________________________________________
 NZ0358  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 NZ0358  DYNAMIC HT  -        1751.997 (meters)    5748.01  (feet)  COMP
 NZ0358  MODELED GRAV-     980,167.2   (mgal)                       NAVD 88
 NZ0358
 NZ0358  VERT ORDER  -  SECOND    CLASS 0
 NZ0358
 NZ0358.The horizontal coordinates were scaled from a topographic map and have
 NZ0358.an estimated accuracy of +/- 6 seconds.
 NZ0358
 NZ0358.The orthometric height was determined by differential leveling
 NZ0358.and adjusted in June 1991.
 NZ0358
 NZ0358.The geoid height was determined by GEOID03.
 NZ0358
 NZ0358.The dynamic height is computed by dividing the NAVD 88
 NZ0358.geopotential number by the normal gravity value computed on the
 NZ0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0358.degrees latitude (g = 980.6199 gals.).
 NZ0358
 NZ0358.The modeled gravity was interpolated from observed gravity values.
 NZ0358
 NZ0358;                    North         East    Units  Estimated Accuracy
 NZ0358;SPC OR S     -   139,850.    1,329,130.      MT  (+/- 180 meters Scaled)
 NZ0358
 NZ0358                          SUPERSEDED SURVEY CONTROL
 NZ0358
 NZ0358  NGVD 29 (??/??/92) 1751.645  (m)         5746.86   (f) ADJ UNCH    2 0
 NZ0358
 NZ0358.Superseded values are not recommended for survey control.
 NZ0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0358.See file dsdata.txt to determine how the superseded data were derived.
 NZ0358
 NZ0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN332505(NAD 83)
 NZ0358_MARKER: DD = SURVEY DISK
 NZ0358_SETTING: 80 = SET IN A BOULDER
 NZ0358_SP_SET: BOULDER
 NZ0358_STAMPING: 22 M 5746 1944
 NZ0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0358+STABILITY: SURFACE MOTION
 NZ0358
 NZ0358  HISTORY     - Date     Condition        Report By
 NZ0358  HISTORY     - 1944     MONUMENTED       USGS
 NZ0358  HISTORY     - 1967     GOOD             NGS
 NZ0358
 NZ0358                          STATION DESCRIPTION
 NZ0358
 NZ0358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 NZ0358'0.9 MI S FROM HUCKLEBERRY GAP.
 NZ0358'0.9 MILE SOUTH ALONG FAWN CAMP ROAD FROM HUCKLEBERRY GAP, AT THE EAST
 NZ0358'EDGE OF A CLEARING, 200 FEET EAST OF THE CENTER OF THE ROAD, 1 FOOT
 NZ0358'WEST OF A ROCK CAIRN AND 5 FEET ABOVE THE LEVEL OF THE ROAD CEMENTED
 NZ0358'IN A DRILL HOLE IN A 3 BY 3 FOOT BOULDER THAT PROJECTS 18 INCHES. THE
 NZ0358'LETTERS BM WERE PAINTED ON THE SOUTH FACE OF THE BOULDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0872 ***********************************************************************
 PB0872  DESIGNATION -  22 PSM
 PB0872  PID         -  PB0872
 PB0872  STATE/COUNTY-  OR/DESCHUTES
 PB0872  USGS QUAD   -  MILLICAN SE (1981)
 PB0872
 PB0872                         *CURRENT SURVEY CONTROL
 PB0872  ___________________________________________________________________
 PB0872* NAD 83(1986)-  43 45 09.     (N)    120 46 04.     (W)     SCALED    
 PB0872* NAVD 88     -      1459.877  (meters)    4789.61   (feet)  ADJUSTED  
 PB0872  ___________________________________________________________________
 PB0872  GEOID HEIGHT-         -20.12  (meters)                     GEOID03
 PB0872  DYNAMIC HT  -        1459.148 (meters)    4787.22  (feet)  COMP
 PB0872  MODELED GRAV-     980,068.3   (mgal)                       NAVD 88
 PB0872
 PB0872  VERT ORDER  -  THIRD
 PB0872
 PB0872.The horizontal coordinates were scaled from a topographic map and have
 PB0872.an estimated accuracy of +/- 6 seconds.
 PB0872
 PB0872.The orthometric height was determined by differential leveling
 PB0872.and adjusted in August 1995.
 PB0872
 PB0872.The geoid height was determined by GEOID03.
 PB0872
 PB0872.The dynamic height is computed by dividing the NAVD 88
 PB0872.geopotential number by the normal gravity value computed on the
 PB0872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0872.degrees latitude (g = 980.6199 gals.).
 PB0872
 PB0872.The modeled gravity was interpolated from observed gravity values.
 PB0872
 PB0872;                    North         East    Units  Estimated Accuracy
 PB0872;SPC OR S     -   231,740.    1,478,440.      MT  (+/- 180 meters Scaled)
 PB0872
 PB0872                          SUPERSEDED SURVEY CONTROL
 PB0872
 PB0872.No superseded survey control is available for this station.
 PB0872
 PB0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP797468(NAD 83)
 PB0872_MARKER: DB = BENCH MARK DISK
 PB0872_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PB0872_SP_SET: COPPER-CLAD STEEL ROD
 PB0872_STAMPING: 22 PSM 1978 4786
 PB0872_MARK LOGO: USGS  
 PB0872_PROJECTION: PROJECTING 8 CENTIMETERS
 PB0872_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PB0872_ROD/PIPE-DEPTH: 4.27 meters
 PB0872
 PB0872  HISTORY     - Date     Condition        Report By
 PB0872  HISTORY     - 1978     MONUMENTED       USGS
 PB0872
 PB0872                          STATION DESCRIPTION
 PB0872
 PB0872'DESCRIBED BY US GEOLOGICAL SURVEY 1978
 PB0872'27.4 KM (17.00 MI) SE FROM MILLICAN.
 PB0872'MILLICAN, 8.2 MI ESE OF, ALONG US HWY 20 TO T-RD, THENCE 5.7 MI S TO
 PB0872'X-RD, THENCE 3.1 MI SE ALONG MAIN RD.  IN SEC 14 T21S R16E, 58 FT E
 PB0872'OF MAIN RD, 38 FT N OF T-RD, 2 FT S OF CAIRN, ROD DRIVEN TO REFUSAL,
 PB0872'ENCASED IN GREEN PLASTIC PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB1034 ***********************************************************************
 RB1034  DESIGNATION -  22 RBR
 RB1034  PID         -  RB1034
 RB1034  STATE/COUNTY-  OR/MORROW
 RB1034  USGS QUAD   -  CROW BUTTE (1993)
 RB1034
 RB1034                         *CURRENT SURVEY CONTROL
 RB1034  ___________________________________________________________________
 RB1034* NAD 83(1986)-  45 49 45.     (N)    119 48 15.     (W)     SCALED    
 RB1034* NAVD 88     -        97.714  (meters)     320.58   (feet)  ADJUSTED  
 RB1034  ___________________________________________________________________
 RB1034  GEOID HEIGHT-         -21.87  (meters)                     GEOID03
 RB1034  DYNAMIC HT  -          97.713 (meters)     320.58  (feet)  COMP
 RB1034  MODELED GRAV-     980,611.5   (mgal)                       NAVD 88
 RB1034
 RB1034  VERT ORDER  -  FIRST     CLASS I
 RB1034
 RB1034.The horizontal coordinates were scaled from a topographic map and have
 RB1034.an estimated accuracy of +/- 6 seconds.
 RB1034
 RB1034.The orthometric height was determined by differential leveling
 RB1034.and adjusted in June 1991.
 RB1034
 RB1034.The geoid height was determined by GEOID03.
 RB1034
 RB1034.The dynamic height is computed by dividing the NAVD 88
 RB1034.geopotential number by the normal gravity value computed on the
 RB1034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB1034.degrees latitude (g = 980.6199 gals.).
 RB1034
 RB1034.The modeled gravity was interpolated from observed gravity values.
 RB1034
 RB1034;                    North         East    Units  Estimated Accuracy
 RB1034;SPC OR N     -   240,540.    2,554,060.      MT  (+/- 180 meters Scaled)
 RB1034
 RB1034                          SUPERSEDED SURVEY CONTROL
 RB1034
 RB1034  NGVD 29 (??/??/92)   96.703  (m)          317.27   (f) ADJ UNCH    1 1
 RB1034
 RB1034.Superseded values are not recommended for survey control.
 RB1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1034.See file dsdata.txt to determine how the superseded data were derived.
 RB1034
 RB1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKL822788(NAD 83)
 RB1034_MARKER: DD = SURVEY DISK
 RB1034_SETTING: 66 = SET IN ROCK OUTCROP
 RB1034_SP_SET: OUTCROP
 RB1034_STAMPING: 22 RBR 1965 317
 RB1034_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RB1034+STABILITY: POSITION/ELEVATION WELL
 RB1034
 RB1034  HISTORY     - Date     Condition        Report By
 RB1034  HISTORY     - 1965     MONUMENTED       USGS
 RB1034  HISTORY     - 1968     GOOD             NGS
 RB1034  HISTORY     - 1988     GOOD             USPSQD
 RB1034  HISTORY     - 1989     GOOD             USPSQD
 RB1034
 RB1034                          STATION DESCRIPTION
 RB1034
 RB1034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RB1034'5.05 MI W FROM BOARDMAN.
 RB1034'5.05 MILES WEST ALONG INTERSTATE HIGHWAY 80 N FROM THE OVERPASS AT
 RB1034'BOARDMAN, 0.15 MILE WEST OF THE TOWER ROAD OVERPASS, IN THE TOP OF AN
 RB1034'OUTCROP WHICH PROJECTS ABOUT 1/2 FOOT ABOVE THE GROUND, 107 FEET NORTH
 RB1034'OF THE CENTER LINE OF THE WEST BOUND LANES OF THE HIGHWAY, 42 1/2 FEET
 RB1034'SOUTH OF A POWER POLE, 7.9 FEET NORTH OF THE NORTH RIGHT-OF-WAY FENCE,
 RB1034'7.0 FEET WEST OF A WITNESS POST, AND ABOUT 1 FOOT LOWER THAN THE
 RB1034'HIGHWAY.
 RB1034
 RB1034                          STATION RECOVERY (1988)
 RB1034
 RB1034'RECOVERY NOTE BY US POWER SQUADRON 1988 (RCC)
 RB1034'RECOVERED IN GOOD CONDITION.
 RB1034
 RB1034                          STATION RECOVERY (1989)
 RB1034
 RB1034'RECOVERY NOTE BY US POWER SQUADRON 1989 (RCC)
 RB1034'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0682 ***********************************************************************
 NW0682  DESIGNATION -  22 RTV
 NW0682  PID         -  NW0682
 NW0682  STATE/COUNTY-  OR/MALHEUR
 NW0682  USGS QUAD   -  GRASSHOPPER FLAT NORTH (1982)
 NW0682
 NW0682                         *CURRENT SURVEY CONTROL
 NW0682  ___________________________________________________________________
 NW0682* NAD 83(1986)-  42 17 53.     (N)    117 33 38.     (W)     SCALED    
 NW0682* NAVD 88     -      1669.642  (meters)    5477.82   (feet)  ADJUSTED  
 NW0682  ___________________________________________________________________
 NW0682  GEOID HEIGHT-         -17.91  (meters)                     GEOID03
 NW0682  DYNAMIC HT  -        1668.501 (meters)    5474.07  (feet)  COMP
 NW0682  MODELED GRAV-     979,878.8   (mgal)                       NAVD 88
 NW0682
 NW0682  VERT ORDER  -  SECOND    CLASS 0
 NW0682
 NW0682.The horizontal coordinates were scaled from a topographic map and have
 NW0682.an estimated accuracy of +/- 6 seconds.
 NW0682
 NW0682.The orthometric height was determined by differential leveling
 NW0682.and adjusted in August 1995.
 NW0682
 NW0682.The geoid height was determined by GEOID03.
 NW0682
 NW0682.The dynamic height is computed by dividing the NAVD 88
 NW0682.geopotential number by the normal gravity value computed on the
 NW0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0682.degrees latitude (g = 980.6199 gals.).
 NW0682
 NW0682.The modeled gravity was interpolated from observed gravity values.
 NW0682
 NW0682;                    North         East    Units  Estimated Accuracy
 NW0682;SPC OR S     -    74,390.    1,742,350.      MT  (+/- 180 meters Scaled)
 NW0682
 NW0682                          SUPERSEDED SURVEY CONTROL
 NW0682
 NW0682.No superseded survey control is available for this station.
 NW0682
 NW0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG537830(NAD 83)
 NW0682_MARKER: DB = BENCH MARK DISK
 NW0682_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0682_SP_SET: COPPER-CLAD STEEL ROD
 NW0682_STAMPING: 22 RTV 1979
 NW0682_MARK LOGO: USGS  
 NW0682_PROJECTION: FLUSH
 NW0682_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0682_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0682_ROD/PIPE-DEPTH: 1.52 meters
 NW0682
 NW0682  HISTORY     - Date     Condition        Report By
 NW0682  HISTORY     - 1979     MONUMENTED       USGS
 NW0682
 NW0682                          STATION DESCRIPTION
 NW0682
 NW0682'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 NW0682'FROM THE MCDERMITT, NEVADA POST OFFICE, PROCEED 15.3 MILES NORTH
 NW0682'ALONG U S HIGHWAY 95, THENCE 16.15 MILES EAST TO A ROAD JUNCTION TO
 NW0682'ANDERSON CROSSING, THENCE 0.95 MILES NORTHEAST, 0.15 MILE WEST OF A
 NW0682'DRAIN CROSSING THE ROAD, 127 FEET NORTHWEST OF THE CENTERLINE OF THE
 NW0682'ROAD, 65 FEET WEST OF THE NORTH END OF A BRUSH PATCH.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0379 ***********************************************************************
 NX0379  DESIGNATION -  22 STR
 NX0379  PID         -  NX0379
 NX0379  STATE/COUNTY-  OR/HARNEY
 NX0379  USGS QUAD   -  MICKEY SPRINGS (1981)
 NX0379
 NX0379                         *CURRENT SURVEY CONTROL
 NX0379  ___________________________________________________________________
 NX0379* NAD 83(1986)-  42 44 35.     (N)    118 17 18.     (W)     SCALED    
 NX0379* NAVD 88     -      1205.144  (meters)    3953.88   (feet)  ADJUSTED  
 NX0379  ___________________________________________________________________
 NX0379  GEOID HEIGHT-         -18.73  (meters)                     GEOID03
 NX0379  DYNAMIC HT  -        1204.474 (meters)    3951.68  (feet)  COMP
 NX0379  MODELED GRAV-     980,023.5   (mgal)                       NAVD 88
 NX0379
 NX0379  VERT ORDER  -  SECOND    CLASS 0
 NX0379
 NX0379.The horizontal coordinates were scaled from a topographic map and have
 NX0379.an estimated accuracy of +/- 6 seconds.
 NX0379
 NX0379.The orthometric height was determined by differential leveling
 NX0379.and adjusted in August 1995.
 NX0379
 NX0379.The geoid height was determined by GEOID03.
 NX0379
 NX0379.The dynamic height is computed by dividing the NAVD 88
 NX0379.geopotential number by the normal gravity value computed on the
 NX0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0379.degrees latitude (g = 980.6199 gals.).
 NX0379
 NX0379.The modeled gravity was interpolated from observed gravity values.
 NX0379
 NX0379;                    North         East    Units  Estimated Accuracy
 NX0379;SPC OR S     -   121,960.    1,681,060.      MT  (+/- 180 meters Scaled)
 NX0379
 NX0379                          SUPERSEDED SURVEY CONTROL
 NX0379
 NX0379.No superseded survey control is available for this station.
 NX0379
 NX0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH945330(NAD 83)
 NX0379_MARKER: DB = BENCH MARK DISK
 NX0379_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NX0379+WITH SETTING: INFORMATION.
 NX0379_SP_SET: SHALLOW-SET METAL ROD
 NX0379_STAMPING: 22 STR 1975 3950
 NX0379_MARK LOGO: USGS  
 NX0379_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NX0379
 NX0379  HISTORY     - Date     Condition        Report By
 NX0379  HISTORY     - 1975     MONUMENTED       USGS
 NX0379
 NX0379                          STATION DESCRIPTION
 NX0379
 NX0379'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 NX0379'27.0 KM (16.80 MI) NE FROM ALVORD RANCH.
 NX0379'ALVORD RANCH, 4.7 MI N OF, ALONG MAIN RD TO CATTLEGUARD, THENCE 0.1
 NX0379'MI S, THENCE 12.0 MI NE ALONG TRACK RD.  5.9 MI NE OF MICKEY HOT
 NX0379'SPRINGS.  0.05 MI S OF SHARP BEND IN RD TO NE, 40 FT SE OF CENTERLINE
 NX0379'OF RD.  SET ON COPPER-COATED ROD OF UNRECORDED DEPTH, PROJECTING 0.2
 NX0379'FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0548 ***********************************************************************
 QE0548  DESIGNATION -  221 B
 QE0548  PID         -  QE0548
 QE0548  STATE/COUNTY-  OR/LINN
 QE0548  USGS QUAD   -  TANGENT (1986)
 QE0548
 QE0548                         *CURRENT SURVEY CONTROL
 QE0548  ___________________________________________________________________
 QE0548* NAD 83(1986)-  44 36 14.     (N)    123 06 28.     (W)     SCALED    
 QE0548* NAVD 88     -        68.902  (meters)     226.06   (feet)  ADJUSTED  
 QE0548  ___________________________________________________________________
 QE0548  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 QE0548  DYNAMIC HT  -          68.897 (meters)     226.04  (feet)  COMP
 QE0548  MODELED GRAV-     980,549.3   (mgal)                       NAVD 88
 QE0548
 QE0548  VERT ORDER  -  FIRST     CLASS II
 QE0548
 QE0548.The horizontal coordinates were scaled from a topographic map and have
 QE0548.an estimated accuracy of +/- 6 seconds.
 QE0548
 QE0548.The orthometric height was determined by differential leveling
 QE0548.and adjusted in June 1991.
 QE0548
 QE0548.The geoid height was determined by GEOID03.
 QE0548
 QE0548.The dynamic height is computed by dividing the NAVD 88
 QE0548.geopotential number by the normal gravity value computed on the
 QE0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0548.degrees latitude (g = 980.6199 gals.).
 QE0548
 QE0548.The modeled gravity was interpolated from observed gravity values.
 QE0548
 QE0548;                    North         East    Units  Estimated Accuracy
 QE0548;SPC OR N     -   107,490.    2,293,020.      MT  (+/- 180 meters Scaled)
 QE0548
 QE0548                          SUPERSEDED SURVEY CONTROL
 QE0548
 QE0548  NGVD 29 (??/??/92)   67.883  (m)          222.71   (f) ADJ UNCH    1 2
 QE0548
 QE0548.Superseded values are not recommended for survey control.
 QE0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0548.See file dsdata.txt to determine how the superseded data were derived.
 QE0548
 QE0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ914389(NAD 83)
 QE0548_MARKER: P = PIPE CAP
 QE0548_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QE0548_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QE0548_STAMPING: 221 B 1903
 QE0548_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0548
 QE0548  HISTORY     - Date     Condition        Report By
 QE0548  HISTORY     - 1903     MONUMENTED       USGS
 QE0548  HISTORY     - 1934     GOOD             NGS
 QE0548  HISTORY     - 1987     MARK NOT FOUND   NGS
 QE0548
 QE0548                          STATION DESCRIPTION
 QE0548
 QE0548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QE0548'1.9 MI S FROM ALBANY.
 QE0548'ABOUT 1.9 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM
 QE0548'ALBANY, LINN COUNTY, ABOUT 55 FEET NORTH OF MILE POST 689, ABOUT 0.4
 QE0548'MILE SOUTH OF A ROAD CROSSING, 160 FEET SOUTH OF A PRIVATE ROAD
 QE0548'CROSSING, 160 FEET NORTH OF A RAILROAD FILL, 25.0 FEET EAST OF THE
 QE0548'TRACK CENTERLINE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP
 QE0548'STAMPED 221 B 1903 AND RIVETED ON A 3 1/2 INCH IRON PIPE ENCASED IN
 QE0548'CONCRETE AND PROJECTING 12 INCHES ABOVE THE GROUND.
 QE0548
 QE0548                          STATION RECOVERY (1987)
 QE0548
 QE0548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE0548'THERE HAS BEEN GRADING AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0151 ***********************************************************************
 QD0151  DESIGNATION -  2212
 QD0151  PID         -  QD0151
 QD0151  STATE/COUNTY-  OR/JEFFERSON
 QD0151  USGS QUAD   -  MUDDY RANCH (1987)
 QD0151
 QD0151                         *CURRENT SURVEY CONTROL
 QD0151  ___________________________________________________________________
 QD0151* NAD 83(1986)-  44 46 54.     (N)    120 26 31.     (W)     SCALED    
 QD0151* NAVD 88     -       675.277  (meters)    2215.47   (feet)  ADJUSTED  
 QD0151  ___________________________________________________________________
 QD0151  GEOID HEIGHT-         -20.50  (meters)                     GEOID03
 QD0151  DYNAMIC HT  -         675.138 (meters)    2215.02  (feet)  COMP
 QD0151  MODELED GRAV-     980,390.1   (mgal)                       NAVD 88
 QD0151
 QD0151  VERT ORDER  -  FIRST     CLASS II
 QD0151
 QD0151.The horizontal coordinates were scaled from a topographic map and have
 QD0151.an estimated accuracy of +/- 6 seconds.
 QD0151
 QD0151.The orthometric height was determined by differential leveling
 QD0151.and adjusted in June 1991.
 QD0151
 QD0151.The geoid height was determined by GEOID03.
 QD0151
 QD0151.The dynamic height is computed by dividing the NAVD 88
 QD0151.geopotential number by the normal gravity value computed on the
 QD0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0151.degrees latitude (g = 980.6199 gals.).
 QD0151
 QD0151.The modeled gravity was interpolated from observed gravity values.
 QD0151
 QD0151;                    North         East    Units  Estimated Accuracy
 QD0151;SPC OR N     -   123,900.    2,504,590.      MT  (+/- 180 meters Scaled)
 QD0151
 QD0151                          SUPERSEDED SURVEY CONTROL
 QD0151
 QD0151  NGVD 29 (??/??/92)  674.192  (m)         2211.91   (f) ADJ UNCH    1 2
 QD0151
 QD0151.Superseded values are not recommended for survey control.
 QD0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0151.See file dsdata.txt to determine how the superseded data were derived.
 QD0151
 QD0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGQ023618(NAD 83)
 QD0151_MARKER: DD = SURVEY DISK
 QD0151_SETTING: 66 = SET IN ROCK OUTCROP
 QD0151_SP_SET: OUTCROP
 QD0151_STAMPING: 2212 1915
 QD0151_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QD0151+STABILITY: POSITION/ELEVATION WELL
 QD0151
 QD0151  HISTORY     - Date     Condition        Report By
 QD0151  HISTORY     - 1915     MONUMENTED       USGS
 QD0151  HISTORY     - 1936     GOOD             NGS
 QD0151  HISTORY     - 1987     MARK NOT FOUND   NGS
 QD0151
 QD0151                          STATION DESCRIPTION
 QD0151
 QD0151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 QD0151'24.1 MI SE FROM ANTELOPE.
 QD0151'24.1 MILES SOUTHEAST OF ANTELOPE HOSECART HOUSE ALONG
 QD0151'MITCHELL-ANTELOPE VIA MUDDY RANCH ROAD.  9.1 MILES NORTHWEST OF BURNT
 QD0151'RANCH POST OFFICE.  2.7 MILES NORTHWEST OF JUNCTION OF ROAD SOUTHWEST
 QD0151'TO ASHWOOD AND MITCHELL-ANTELOPE VIA MUDDY RANCH ROAD AT FORKS OF
 QD0151'CHERRY CREEK.  70 FEET NORTHEAST OF CENTERLINE OF ROAD.  ON ROCKY
 QD0151'POINT AT SLIGHT CURVE IN ROAD, ACROSS DRY CREEK AND 15 FEET ABOVE
 QD0151'ROAD.
 QD0151
 QD0151                          STATION RECOVERY (1987)
 QD0151
 QD0151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QD0151'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH0800 ***********************************************************************
 OH0800  DESIGNATION -  2212.164
 OH0800  PID         -  OH0800
 OH0800  STATE/COUNTY-  OR/MALHEUR
 OH0800  USGS QUAD   -  ADRIAN (1967)
 OH0800
 OH0800                         *CURRENT SURVEY CONTROL
 OH0800  ___________________________________________________________________
 OH0800* NAD 83(1986)-  43 40 17.     (N)    117 04 33.     (W)     SCALED    
 OH0800* NAVD 88     -       675.046  (meters)    2214.71   (feet)  ADJUSTED  
 OH0800  ___________________________________________________________________
 OH0800  GEOID HEIGHT-         -17.90  (meters)                     GEOID03
 OH0800  DYNAMIC HT  -         674.814 (meters)    2213.95  (feet)  COMP
 OH0800  MODELED GRAV-     980,254.4   (mgal)                       NAVD 88
 OH0800
 OH0800  VERT ORDER  -  SECOND    CLASS 0
 OH0800
 OH0800.The horizontal coordinates were scaled from a topographic map and have
 OH0800.an estimated accuracy of +/- 6 seconds.
 OH0800
 OH0800.The orthometric height was determined by differential leveling
 OH0800.and adjusted in June 1991.
 OH0800
 OH0800.The geoid height was determined by GEOID03.
 OH0800
 OH0800.The dynamic height is computed by dividing the NAVD 88
 OH0800.geopotential number by the normal gravity value computed on the
 OH0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0800.degrees latitude (g = 980.6199 gals.).
 OH0800
 OH0800.The modeled gravity was interpolated from observed gravity values.
 OH0800
 OH0800;                    North         East    Units  Estimated Accuracy
 OH0800;SPC OR S     -   228,340.    1,776,060.      MT  (+/- 180 meters Scaled)
 OH0800
 OH0800                          SUPERSEDED SURVEY CONTROL
 OH0800
 OH0800  NGVD 29 (??/??/92)  674.116  (m)         2211.66   (f) ADJ UNCH    2 0
 OH0800
 OH0800.Superseded values are not recommended for survey control.
 OH0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0800.See file dsdata.txt to determine how the superseded data were derived.
 OH0800
 OH0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ938353(NAD 83)
 OH0800_MARKER: B = BOLT
 OH0800_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OH0800_SP_SET: ABUTMENT
 OH0800_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OH0800
 OH0800  HISTORY     - Date     Condition        Report By
 OH0800  HISTORY     - UNK      MONUMENTED       UPRR
 OH0800  HISTORY     - 1944     GOOD             NGS
 OH0800
 OH0800                          STATION DESCRIPTION
 OH0800
 OH0800'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 OH0800'5.0 MI S FROM ADRIAN.
 OH0800'5.0 MILES SOUTH OF THE POST OFFICE AT ADRIAN, MALHEUR COUNTY ALONG THE
 OH0800'UNION PACIFIC RAILROAD, ON THE TOP OF THE WEST ABUTMENT OF THE
 OH0800'RAILROAD CULVERT 15.87, 8.3 FEET SOUTHWEST OF A SIGN READING 15.87,
 OH0800'66.1 FEET EAST OF THE CENTERLINE OF THE ROAD, 15.4 FEET WEST OF THE
 OH0800'WEST RAIL, AND 3 FEET BELOW THE RAIL.  AN IRON BOLT SET IN A DRILL
 OH0800'HOLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0606 ***********************************************************************
 QB0606  DESIGNATION -  2214
 QB0606  PID         -  QB0606
 QB0606  STATE/COUNTY-  OR/BAKER
 QB0606  USGS QUAD   -  RICHLAND (1987)
 QB0606
 QB0606                         *CURRENT SURVEY CONTROL
 QB0606  ___________________________________________________________________
 QB0606* NAD 83(1986)-  44 46 10.     (N)    117 10 09.     (W)     SCALED    
 QB0606* NAVD 88     -       675.532  (meters)    2216.31   (feet)  ADJUSTED  
 QB0606  ___________________________________________________________________
 QB0606  GEOID HEIGHT-         -16.56  (meters)                     GEOID03
 QB0606  DYNAMIC HT  -         675.363 (meters)    2215.75  (feet)  COMP
 QB0606  MODELED GRAV-     980,345.4   (mgal)                       NAVD 88
 QB0606
 QB0606  VERT ORDER  -  SECOND    CLASS 0
 QB0606
 QB0606.The horizontal coordinates were scaled from a topographic map and have
 QB0606.an estimated accuracy of +/- 6 seconds.
 QB0606
 QB0606.The orthometric height was determined by differential leveling
 QB0606.and adjusted in June 1991.
 QB0606
 QB0606.The geoid height was determined by GEOID03.
 QB0606
 QB0606.The dynamic height is computed by dividing the NAVD 88
 QB0606.geopotential number by the normal gravity value computed on the
 QB0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0606.degrees latitude (g = 980.6199 gals.).
 QB0606
 QB0606.The modeled gravity was interpolated from observed gravity values.
 QB0606
 QB0606;                    North         East    Units  Estimated Accuracy
 QB0606;SPC OR N     -   127,980.    2,763,580.      MT  (+/- 180 meters Scaled)
 QB0606
 QB0606                          SUPERSEDED SURVEY CONTROL
 QB0606
 QB0606  NGVD 29 (??/??/92)  674.511  (m)         2212.96   (f) ADJ UNCH    2 0
 QB0606
 QB0606.Superseded values are not recommended for survey control.
 QB0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0606.See file dsdata.txt to determine how the superseded data were derived.
 QB0606
 QB0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK866573(NAD 83)
 QB0606_MARKER: DD = SURVEY DISK
 QB0606_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QB0606_SP_SET: STEP
 QB0606_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB0606
 QB0606  HISTORY     - Date     Condition        Report By
 QB0606  HISTORY     - UNK      MONUMENTED       USGS
 QB0606  HISTORY     - 1945     GOOD             NGS
 QB0606
 QB0606                          STATION DESCRIPTION
 QB0606
 QB0606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 QB0606'IN RICHLAND.
 QB0606'AT RICHLAND, AT ENTRANCE TO OLD BANK BUILDING, A U.S.G.S. BENCH MARK
 QB0606'DISK WHICH IS BADLY BROKEN, ONLY ABOUT ONE-THIRD OF DISK REMAINING,
 QB0606'7.5 FEET SOUTH OF NORTH EDGE OF CURB, 34 FEET SOUTH OF CENTER-LINE OF
 QB0606'STREET, ABOUT 1 FOOT ABOVE STREET LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH0792 ***********************************************************************
 OH0792  DESIGNATION -  2215.744
 OH0792  PID         -  OH0792
 OH0792  STATE/COUNTY-  OR/MALHEUR
 OH0792  USGS QUAD   -  ADRIAN (1967)
 OH0792
 OH0792                         *CURRENT SURVEY CONTROL
 OH0792  ___________________________________________________________________
 OH0792* NAD 83(1986)-  43 40 58.     (N)    117 05 21.     (W)     SCALED    
 OH0792* NAVD 88     -       676.038  (meters)    2217.97   (feet)  ADJUSTED  
 OH0792  ___________________________________________________________________
 OH0792  GEOID HEIGHT-         -17.91  (meters)                     GEOID03
 OH0792  DYNAMIC HT  -         675.807 (meters)    2217.21  (feet)  COMP
 OH0792  MODELED GRAV-     980,257.3   (mgal)                       NAVD 88
 OH0792
 OH0792  VERT ORDER  -  SECOND    CLASS 0
 OH0792
 OH0792.The horizontal coordinates were scaled from a topographic map and have
 OH0792.an estimated accuracy of +/- 6 seconds.
 OH0792
 OH0792.The orthometric height was determined by differential leveling
 OH0792.and adjusted in June 1991.
 OH0792.WARNING-Repeat measurements at this control monument indicate possible
 OH0792.vertical movement.
 OH0792
 OH0792.The geoid height was determined by GEOID03.
 OH0792
 OH0792.The dynamic height is computed by dividing the NAVD 88
 OH0792.geopotential number by the normal gravity value computed on the
 OH0792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0792.degrees latitude (g = 980.6199 gals.).
 OH0792
 OH0792.The modeled gravity was interpolated from observed gravity values.
 OH0792
 OH0792;                    North         East    Units  Estimated Accuracy
 OH0792;SPC OR S     -   229,560.    1,774,930.      MT  (+/- 180 meters Scaled)
 OH0792
 OH0792                          SUPERSEDED SURVEY CONTROL
 OH0792
 OH0792  NGVD 29 (??/??/92)  675.106  (m)         2214.91   (f) ADJ UNCH    2 0
 OH0792
 OH0792.Superseded values are not recommended for survey control.
 OH0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0792.See file dsdata.txt to determine how the superseded data were derived.
 OH0792
 OH0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ928366(NAD 83)
 OH0792_MARKER: B = BOLT
 OH0792_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OH0792_SP_SET: CULVERT
 OH0792_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH0792
 OH0792  HISTORY     - Date     Condition        Report By
 OH0792  HISTORY     - UNK      MONUMENTED       UPRR
 OH0792  HISTORY     - 1966     GOOD             NGS
 OH0792
 OH0792                          STATION DESCRIPTION
 OH0792
 OH0792'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 OH0792'4.15 MI S FROM ADRIAN.
 OH0792'4.15 MILES SOUTH ALONG STATE HIGHWAY 201 FROM THE POST OFFICE AT
 OH0792'ADRIAN, IN THE TOP AND 1.1 FEET SOUTH OF THE NORTH END OF THE WEST
 OH0792'CONCRETE HEAD WALL OF UNION PACIFIC RAILROAD CULVERT 14.84, 8.2 FEET
 OH0792'WEST OF THE WEST RAIL, 81 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 OH0792'AND ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1431 ***********************************************************************
 QD1431  DESIGNATION -  222
 QD1431  PID         -  QD1431
 QD1431  STATE/COUNTY-  OR/WHEELER
 QD1431  USGS QUAD   -  PAINTED HILLS (1968)
 QD1431
 QD1431                         *CURRENT SURVEY CONTROL
 QD1431  ___________________________________________________________________
 QD1431* NAD 83(1986)-  44 43 37.     (N)    120 18 08.     (W)     SCALED    
 QD1431* NAVD 88     -       476.050  (meters)    1561.84   (feet)  ADJUSTED  
 QD1431  ___________________________________________________________________
 QD1431  GEOID HEIGHT-         -20.46  (meters)                     GEOID03
 QD1431  DYNAMIC HT  -         475.932 (meters)    1561.45  (feet)  COMP
 QD1431  MODELED GRAV-     980,356.4   (mgal)                       NAVD 88
 QD1431
 QD1431  VERT ORDER  -  FIRST     CLASS II
 QD1431
 QD1431.The horizontal coordinates were scaled from a topographic map and have
 QD1431.an estimated accuracy of +/- 6 seconds.
 QD1431
 QD1431.The orthometric height was determined by differential leveling
 QD1431.and adjusted in June 1991.
 QD1431
 QD1431.The geoid height was determined by GEOID03.
 QD1431
 QD1431.The dynamic height is computed by dividing the NAVD 88
 QD1431.geopotential number by the normal gravity value computed on the
 QD1431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1431.degrees latitude (g = 980.6199 gals.).
 QD1431
 QD1431.The modeled gravity was interpolated from observed gravity values.
 QD1431
 QD1431;                    North         East    Units  Estimated Accuracy
 QD1431;SPC OR N     -   117,840.    2,515,670.      MT  (+/- 180 meters Scaled)
 QD1431
 QD1431                          SUPERSEDED SURVEY CONTROL
 QD1431
 QD1431.No superseded survey control is available for this station.
 QD1431
 QD1431_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGQ136561(NAD 83)
 QD1431_MARKER: DD = SURVEY DISK
 QD1431_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QD1431_SP_SET: BRIDGE ABUTMENT
 QD1431_STAMPING: 222
 QD1431_MARK LOGO: ORDT  
 QD1431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD1431+STABILITY: SURFACE MOTION
 QD1431
 QD1431  HISTORY     - Date     Condition        Report By
 QD1431  HISTORY     - UNK      MONUMENTED       ORDT
 QD1431  HISTORY     - 1986     GOOD             USPSQD
 QD1431  HISTORY     - 1987     GOOD             NGS
 QD1431
 QD1431                          STATION DESCRIPTION
 QD1431
 QD1431'DESCRIBED BY US POWER SQUADRON 1986 (KRN)
 QD1431'RECOVERED IN GOOD CONDITION.
 QD1431
 QD1431                          STATION RECOVERY (1987)
 QD1431
 QD1431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QD1431'21.9 KM (13.60 MI) NW FROM MITCHELL.
 QD1431'5.5 KM (3.40 MI) WEST ALONG US HIGHWAY 26 FROM THE JUNCTION OF STATE
 QD1431'HIGHWAY 207 IN MITCHELL, THENCE 18.5 KM (11.50 MI) NORTHWEST ALONG
 QD1431'BRIDGE CREEK ROAD, IN THE SOUTHWEST ABUTMENT OF THE BRIDGE OVER
 QD1431'BRIDGE CREEK, 3.96 M (13.0 FT) SOUTH OF THE CENTER OF THE BRIDGE.
 QD1431'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH0788 ***********************************************************************
 OH0788  DESIGNATION -  2220.119
 OH0788  PID         -  OH0788
 OH0788  STATE/COUNTY-  OR/MALHEUR
 OH0788  USGS QUAD   -  ADRIAN (1967)
 OH0788
 OH0788                         *CURRENT SURVEY CONTROL
 OH0788  ___________________________________________________________________
 OH0788* NAD 83(1986)-  43 44 12.     (N)    117 04 23.     (W)     SCALED    
 OH0788* NAVD 88     -       677.303  (meters)    2222.12   (feet)  ADJUSTED  
 OH0788  ___________________________________________________________________
 OH0788  GEOID HEIGHT-         -17.97  (meters)                     GEOID03
 OH0788  DYNAMIC HT  -         677.071 (meters)    2221.36  (feet)  COMP
 OH0788  MODELED GRAV-     980,254.8   (mgal)                       NAVD 88
 OH0788
 OH0788  VERT ORDER  -  SECOND    CLASS 0
 OH0788
 OH0788.The horizontal coordinates were scaled from a topographic map and have
 OH0788.an estimated accuracy of +/- 6 seconds.
 OH0788
 OH0788.The orthometric height was determined by differential leveling
 OH0788.and adjusted in June 1991.
 OH0788.WARNING-Repeat measurements at this control monument indicate possible
 OH0788.vertical movement.
 OH0788
 OH0788.The geoid height was determined by GEOID03.
 OH0788
 OH0788.The dynamic height is computed by dividing the NAVD 88
 OH0788.geopotential number by the normal gravity value computed on the
 OH0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0788.degrees latitude (g = 980.6199 gals.).
 OH0788
 OH0788.The modeled gravity was interpolated from observed gravity values.
 OH0788
 OH0788;                    North         East    Units  Estimated Accuracy
 OH0788;SPC OR S     -   235,590.    1,775,980.      MT  (+/- 180 meters Scaled)
 OH0788
 OH0788                          SUPERSEDED SURVEY CONTROL
 OH0788
 OH0788  NGVD 29 (??/??/92)  676.362  (m)         2219.03   (f) ADJ UNCH    2 0
 OH0788
 OH0788.Superseded values are not recommended for survey control.
 OH0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0788.See file dsdata.txt to determine how the superseded data were derived.
 OH0788
 OH0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ941426(NAD 83)
 OH0788_MARKER: B = BOLT
 OH0788_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OH0788_SP_SET: CULVERT
 OH0788_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH0788
 OH0788  HISTORY     - Date     Condition        Report By
 OH0788  HISTORY     - UNK      MONUMENTED       UPRR
 OH0788  HISTORY     - 1966     GOOD             NGS
 OH0788
 OH0788                          STATION DESCRIPTION
 OH0788
 OH0788'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 OH0788'0.2 MI S FROM ADRIAN.
 OH0788'0.2 MILE SOUTH ALONG STATE HIGHWAY 201 FROM THE POST OFFICE AT ADRIAN,
 OH0788'IN THE TOP AND 1.3 FEET NORTH OF THE SOUTH END OF THE EAST CONCRETE
 OH0788'HEAD WALL OF UNION PACIFIC RAILROAD CULVERT 10.88, 82 FEET WEST OF THE
 OH0788'CENTER LINE OF THE HIGHWAY, 14.2 FEET EAST OF THE EAST RAIL, AND ABOUT
 OH0788'LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH0790 ***********************************************************************
 OH0790  DESIGNATION -  2221
 OH0790  PID         -  OH0790
 OH0790  STATE/COUNTY-  OR/MALHEUR
 OH0790  USGS QUAD   -  ADRIAN (1967)
 OH0790
 OH0790                         *CURRENT SURVEY CONTROL
 OH0790  ___________________________________________________________________
 OH0790* NAD 83(1986)-  43 42 50.     (N)    117 05 17.     (W)     SCALED    
 OH0790* NAVD 88     -       677.945  (meters)    2224.22   (feet)  ADJUSTED  
 OH0790  ___________________________________________________________________
 OH0790  GEOID HEIGHT-         -17.94  (meters)                     GEOID03
 OH0790  DYNAMIC HT  -         677.707 (meters)    2223.44  (feet)  COMP
 OH0790  MODELED GRAV-     980,246.7   (mgal)                       NAVD 88
 OH0790
 OH0790  VERT ORDER  -  SECOND    CLASS 0
 OH0790
 OH0790.The horizontal coordinates were scaled from a topographic map and have
 OH0790.an estimated accuracy of +/- 6 seconds.
 OH0790
 OH0790.The orthometric height was determined by differential leveling
 OH0790.and adjusted in June 1991.
 OH0790
 OH0790.The geoid height was determined by GEOID03.
 OH0790
 OH0790.The dynamic height is computed by dividing the NAVD 88
 OH0790.geopotential number by the normal gravity value computed on the
 OH0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0790.degrees latitude (g = 980.6199 gals.).
 OH0790
 OH0790.The modeled gravity was interpolated from observed gravity values.
 OH0790
 OH0790;                    North         East    Units  Estimated Accuracy
 OH0790;SPC OR S     -   233,020.    1,774,880.      MT  (+/- 180 meters Scaled)
 OH0790
 OH0790                          SUPERSEDED SURVEY CONTROL
 OH0790
 OH0790  NGVD 29 (??/??/92)  677.001  (m)         2221.13   (f) ADJ UNCH    2 0
 OH0790
 OH0790.Superseded values are not recommended for survey control.
 OH0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0790.See file dsdata.txt to determine how the superseded data were derived.
 OH0790
 OH0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ929401(NAD 83)
 OH0790_MARKER: Q = CHISELED SQUARE
 OH0790_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OH0790_SP_SET: CULVERT
 OH0790_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH0790
 OH0790  HISTORY     - Date     Condition        Report By
 OH0790  HISTORY     - UNK      MONUMENTED       UPRR
 OH0790  HISTORY     - 1966     GOOD             NGS
 OH0790  HISTORY     - 1986     GOOD             USPSQD
 OH0790
 OH0790                          STATION DESCRIPTION
 OH0790
 OH0790'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 OH0790'1.95 MI S FROM ADRIAN.
 OH0790'1.95 MILES SOUTH ALONG STATE HIGHWAY 201 FROM THE POST OFFICE AT
 OH0790'ADRIAN, IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE HEAD
 OH0790'WALL OF UNION PACIFIC RAILROAD CULVERT 12.64, 12.0 FEET SOUTHEAST OF
 OH0790'THE SOUTHEAST RAIL, 105 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE
 OH0790'HIGHWAY, 0.9 FOOT NORTHEAST OF THE SOUTHWEST END OF THE HEAD WALL, AND
 OH0790'ABOUT LEVEL WITH THE TRACK.
 OH0790
 OH0790                          STATION RECOVERY (1986)
 OH0790
 OH0790'RECOVERY NOTE BY US POWER SQUADRON 1986 (GAN)
 OH0790'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH0791 ***********************************************************************
 OH0791  DESIGNATION -  2223.114
 OH0791  PID         -  OH0791
 OH0791  STATE/COUNTY-  OR/MALHEUR
 OH0791  USGS QUAD   -  ADRIAN (1967)
 OH0791
 OH0791                         *CURRENT SURVEY CONTROL
 OH0791  ___________________________________________________________________
 OH0791* NAD 83(1986)-  43 41 56.     (N)    117 05 30.     (W)     SCALED    
 OH0791* NAVD 88     -       678.384  (meters)    2225.66   (feet)  ADJUSTED  
 OH0791  ___________________________________________________________________
 OH0791  GEOID HEIGHT-         -17.93  (meters)                     GEOID03
 OH0791  DYNAMIC HT  -         678.147 (meters)    2224.89  (feet)  COMP
 OH0791  MODELED GRAV-     980,248.0   (mgal)                       NAVD 88
 OH0791
 OH0791  VERT ORDER  -  SECOND    CLASS 0
 OH0791
 OH0791.The horizontal coordinates were scaled from a topographic map and have
 OH0791.an estimated accuracy of +/- 6 seconds.
 OH0791
 OH0791.The orthometric height was determined by differential leveling
 OH0791.and adjusted in June 1991.
 OH0791
 OH0791.The geoid height was determined by GEOID03.
 OH0791
 OH0791.The dynamic height is computed by dividing the NAVD 88
 OH0791.geopotential number by the normal gravity value computed on the
 OH0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0791.degrees latitude (g = 980.6199 gals.).
 OH0791
 OH0791.The modeled gravity was interpolated from observed gravity values.
 OH0791
 OH0791;                    North         East    Units  Estimated Accuracy
 OH0791;SPC OR S     -   231,340.    1,774,660.      MT  (+/- 180 meters Scaled)
 OH0791
 OH0791                          SUPERSEDED SURVEY CONTROL
 OH0791
 OH0791  NGVD 29 (??/??/92)  677.444  (m)         2222.58   (f) ADJ UNCH    2 0
 OH0791
 OH0791.Superseded values are not recommended for survey control.
 OH0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0791.See file dsdata.txt to determine how the superseded data were derived.
 OH0791
 OH0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ926384(NAD 83)
 OH0791_MARKER: B = BOLT
 OH0791_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OH0791_SP_SET: CULVERT
 OH0791_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH0791
 OH0791  HISTORY     - Date     Condition        Report By
 OH0791  HISTORY     - UNK      MONUMENTED       UPRR
 OH0791  HISTORY     - 1966     GOOD             NGS
 OH0791
 OH0791                          STATION DESCRIPTION
 OH0791
 OH0791'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 OH0791'3.05 MI S FROM ADRIAN.
 OH0791'3.05 MILES SOUTH ALONG STATE HIGHWAY 201 FROM THE POST OFFICE AT
 OH0791'ADRIAN, IN THE TOP AND 1.5 FEET SOUTH OF THE NORTH END OF THE WEST
 OH0791'HEAD WALL OF UNION PACIFIC RAILROAD CULVERT 13.70, 10.9 FEET WEST OF
 OH0791'THE WEST RAIL, 78 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND
 OH0791'ABOUT 2 FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1082 ***********************************************************************
 QD1082  DESIGNATION -  223
 QD1082  PID         -  QD1082
 QD1082  STATE/COUNTY-  OR/LINN
 QD1082  USGS QUAD   -  SANTIAM JUNCTION (1988)
 QD1082
 QD1082                         *CURRENT SURVEY CONTROL
 QD1082  ___________________________________________________________________
 QD1082* NAD 83(1986)-  44 26 19.     (N)    121 57 23.     (W)     SCALED    
 QD1082* NAVD 88     -      1146.799  (meters)    3762.46   (feet)  ADJUSTED  
 QD1082  ___________________________________________________________________
 QD1082  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 QD1082  DYNAMIC HT  -        1146.397 (meters)    3761.14  (feet)  COMP
 QD1082  MODELED GRAV-     980,227.0   (mgal)                       NAVD 88
 QD1082
 QD1082  VERT ORDER  -  FIRST     CLASS II
 QD1082
 QD1082.The horizontal coordinates were scaled from a topographic map and have
 QD1082.an estimated accuracy of +/- 6 seconds.
 QD1082
 QD1082.The orthometric height was determined by differential leveling
 QD1082.and adjusted in June 1991.
 QD1082
 QD1082.The geoid height was determined by GEOID03.
 QD1082
 QD1082.The dynamic height is computed by dividing the NAVD 88
 QD1082.geopotential number by the normal gravity value computed on the
 QD1082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1082.degrees latitude (g = 980.6199 gals.).
 QD1082
 QD1082.The modeled gravity was interpolated from observed gravity values.
 QD1082
 QD1082;                    North         East    Units  Estimated Accuracy
 QD1082;SPC OR N     -    86,830.    2,384,060.      MT  (+/- 180 meters Scaled)
 QD1082
 QD1082                          SUPERSEDED SURVEY CONTROL
 QD1082
 QD1082  NGVD 29 (??/??/92) 1145.609  (m)         3758.55   (f) ADJ UNCH    1 2
 QD1082
 QD1082.Superseded values are not recommended for survey control.
 QD1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1082.See file dsdata.txt to determine how the superseded data were derived.
 QD1082
 QD1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ830211(NAD 83)
 QD1082_MARKER: DB = BENCH MARK DISK
 QD1082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD1082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QD1082_STAMPING: 3759 24 223 34
 QD1082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD1082+STABILITY: SURFACE MOTION
 QD1082
 QD1082  HISTORY     - Date     Condition        Report By
 QD1082  HISTORY     - 1934     MONUMENTED       BPR
 QD1082  HISTORY     - 1941     GOOD             NGS
 QD1082
 QD1082                          STATION DESCRIPTION
 QD1082
 QD1082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QD1082'26.09 MI E FROM IDANHA.
 QD1082'MARK IS LOCATED ALONG NORTH SANTIAM HIGHWAY AND ABOUT 62 FEET SOUTH OF
 QD1082'CENTER LINE, 500 FEET EAST OF ROAD TO SOUTH AND HIGHWAY PARKING SPACE.
 QD1082'U.S.B.M. WITNESS POST IS SET NEAR THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH0822 ***********************************************************************
 OH0822  DESIGNATION -  2235
 OH0822  PID         -  OH0822
 OH0822  STATE/COUNTY-  OR/MALHEUR
 OH0822  USGS QUAD   -  VALE EAST (1975)
 OH0822
 OH0822                         *CURRENT SURVEY CONTROL
 OH0822  ___________________________________________________________________
 OH0822* NAD 83(1986)-  43 58 52.     (N)    117 14 37.     (W)     SCALED    
 OH0822* NAVD 88     -       684.448  (meters)    2245.56   (feet)  ADJUSTED  
 OH0822  ___________________________________________________________________
 OH0822  GEOID HEIGHT-         -17.97  (meters)                     GEOID03
 OH0822  DYNAMIC HT  -         684.236 (meters)    2244.86  (feet)  COMP
 OH0822  MODELED GRAV-     980,286.8   (mgal)                       NAVD 88
 OH0822
 OH0822  VERT ORDER  -  FIRST     CLASS II
 OH0822
 OH0822.The horizontal coordinates were scaled from a topographic map and have
 OH0822.an estimated accuracy of +/- 6 seconds.
 OH0822
 OH0822.The orthometric height was determined by differential leveling
 OH0822.and adjusted in June 1991.
 OH0822
 OH0822.The geoid height was determined by GEOID03.
 OH0822
 OH0822.The dynamic height is computed by dividing the NAVD 88
 OH0822.geopotential number by the normal gravity value computed on the
 OH0822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0822.degrees latitude (g = 980.6199 gals.).
 OH0822
 OH0822.The modeled gravity was interpolated from observed gravity values.
 OH0822
 OH0822;                    North         East    Units  Estimated Accuracy
 OH0822;SPC OR S     -   262,180.    1,761,200.      MT  (+/- 180 meters Scaled)
 OH0822
 OH0822                          SUPERSEDED SURVEY CONTROL
 OH0822
 OH0822  NGVD 29 (??/??/92)  683.446  (m)         2242.27   (f) ADJ UNCH    1 2
 OH0822
 OH0822.Superseded values are not recommended for survey control.
 OH0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0822.See file dsdata.txt to determine how the superseded data were derived.
 OH0822
 OH0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ804698(NAD 83)
 OH0822_MARKER: DD = SURVEY DISK
 OH0822_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OH0822_SP_SET: BUILDING
 OH0822_STAMPING: 2242.800 H 1903
 OH0822_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OH0822
 OH0822  HISTORY     - Date     Condition        Report By
 OH0822  HISTORY     - 1903     MONUMENTED       USGS
 OH0822  HISTORY     - 1935     GOOD             NGS
 OH0822  HISTORY     - 1985     MARK NOT FOUND   NGS
 OH0822
 OH0822                          STATION DESCRIPTION
 OH0822
 OH0822'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 OH0822'IN VALE.
 OH0822'AT VALE, MALHEUR COUNTY, 1 BLOCK SOUTH OF THE CENTRAL OREGON HIGHWAY,
 OH0822'IN THE NORTH FACE OF THE COURTHOUSE, 6 INCHES FROM THE NORTHEAST
 OH0822'CORNER, 16 INCHES ABOVE THE CONCRETE WATER TABLE AND SET VERTICALLY. A
 OH0822'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK STAMPED 2242.800 H 1903.
 OH0822
 OH0822                          STATION RECOVERY (1985)
 OH0822
 OH0822'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OH0822'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1471 ***********************************************************************
 RC1471  DESIGNATION -  2237
 RC1471  PID         -  RC1471
 RC1471  STATE/COUNTY-  OR/CLACKAMAS
 RC1471  USGS QUAD   -  MOUNT MITCHELL (1997)
 RC1471
 RC1471                         *CURRENT SURVEY CONTROL
 RC1471  ___________________________________________________________________
 RC1471* NAD 83(1986)-  45 04 49.     (N)    121 55 17.     (W)     SCALED    
 RC1471* NAVD 88     -       683.297  (meters)    2241.78   (feet)  ADJUSTED  
 RC1471  ___________________________________________________________________
 RC1471  GEOID HEIGHT-         -21.36  (meters)                     GEOID03
 RC1471  DYNAMIC HT  -         683.146 (meters)    2241.29  (feet)  COMP
 RC1471  MODELED GRAV-     980,374.5   (mgal)                       NAVD 88
 RC1471
 RC1471  VERT ORDER  -  SECOND    CLASS 0
 RC1471
 RC1471.The horizontal coordinates were scaled from a topographic map and have
 RC1471.an estimated accuracy of +/- 6 seconds.
 RC1471
 RC1471.The orthometric height was determined by differential leveling
 RC1471.and adjusted in June 1991.
 RC1471
 RC1471.The geoid height was determined by GEOID03.
 RC1471
 RC1471.The dynamic height is computed by dividing the NAVD 88
 RC1471.geopotential number by the normal gravity value computed on the
 RC1471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1471.degrees latitude (g = 980.6199 gals.).
 RC1471
 RC1471.The modeled gravity was interpolated from observed gravity values.
 RC1471
 RC1471;                    North         East    Units  Estimated Accuracy
 RC1471;SPC OR N     -   158,070.    2,388,100.      MT  (+/- 180 meters Scaled)
 RC1471
 RC1471                          SUPERSEDED SURVEY CONTROL
 RC1471
 RC1471  NGVD 29 (??/??/92)  682.194  (m)         2238.16   (f) ADJ UNCH    2 0
 RC1471
 RC1471.Superseded values are not recommended for survey control.
 RC1471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1471.See file dsdata.txt to determine how the superseded data were derived.
 RC1471
 RC1471_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ848924(NAD 83)
 RC1471_MARKER: DD = SURVEY DISK
 RC1471_SETTING: 0 = UNSPECIFIED SETTING
 RC1471_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC1471
 RC1471  HISTORY     - Date     Condition        Report By
 RC1471  HISTORY     - UNK      MONUMENTED       USGS
 RC1471  HISTORY     - 1946     GOOD             NGS
 RC1471
 RC1471                          STATION DESCRIPTION
 RC1471
 RC1471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RC1471'11.4 MI W FROM CLACKAMAS RANGER STA.
 RC1471'ABOUT 11.4 MILES WEST ALONG THE OAK GROVE FOREST SERVICE TRAIL FROM
 RC1471'THE CLACKAMAS RANGER STATION, ABOUT 0.25 MILE EAST OF THE JUNCTION OF
 RC1471'THE OAK GROVE FOREST SERVICE TRAIL AND THE SHELLROCK FOREST SERVICE
 RC1471'ROAD, AT A CURVE IN THE TRAIL, 14 FEET NORTH OF A VERY LARGE FIR TREE
 RC1471'WITH USGS BM 2237 PAINTED ON THE NORTH SIDE OF THE TREE, 7 FEET SOUTH
 RC1471'OF THE CENTER LINE OF THE TRAIL, SET IN TOP OF A SMALL OUTCROP WHICH
 RC1471'PROJECTS ABOUT 0.5 FOOT ABOVE THE GROUND AND TRAIL LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH0786 ***********************************************************************
 OH0786  DESIGNATION -  2238
 OH0786  PID         -  OH0786
 OH0786  STATE/COUNTY-  OR/MALHEUR
 OH0786  USGS QUAD   -  ADRIAN (1967)
 OH0786
 OH0786                         *CURRENT SURVEY CONTROL
 OH0786  ___________________________________________________________________
 OH0786* NAD 83(1986)-  43 44 28.     (N)    117 04 19.     (W)     SCALED    
 OH0786* NAVD 88     -       683.381  (meters)    2242.06   (feet)  ADJUSTED  
 OH0786  ___________________________________________________________________
 OH0786  GEOID HEIGHT-         -17.97  (meters)                     GEOID03
 OH0786  DYNAMIC HT  -         683.147 (meters)    2241.29  (feet)  COMP
 OH0786  MODELED GRAV-     980,255.7   (mgal)                       NAVD 88
 OH0786
 OH0786  VERT ORDER  -  SECOND    CLASS 0
 OH0786
 OH0786.The horizontal coordinates were scaled from a topographic map and have
 OH0786.an estimated accuracy of +/- 6 seconds.
 OH0786
 OH0786.The orthometric height was determined by differential leveling
 OH0786.and adjusted in June 1991.
 OH0786
 OH0786.The geoid height was determined by GEOID03.
 OH0786
 OH0786.The dynamic height is computed by dividing the NAVD 88
 OH0786.geopotential number by the normal gravity value computed on the
 OH0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0786.degrees latitude (g = 980.6199 gals.).
 OH0786
 OH0786.The modeled gravity was interpolated from observed gravity values.
 OH0786
 OH0786;                    North         East    Units  Estimated Accuracy
 OH0786;SPC OR S     -   236,090.    1,776,050.      MT  (+/- 180 meters Scaled)
 OH0786
 OH0786                          SUPERSEDED SURVEY CONTROL
 OH0786
 OH0786  NGVD 29 (??/??/92)  682.438  (m)         2238.97   (f) ADJ UNCH    2 0
 OH0786
 OH0786.Superseded values are not recommended for survey control.
 OH0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0786.See file dsdata.txt to determine how the superseded data were derived.
 OH0786
 OH0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ942431(NAD 83)
 OH0786_MARKER: P = PIPE CAP
 OH0786_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OH0786_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OH0786_STAMPING: 2238 ADJ 1903
 OH0786_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH0786
 OH0786  HISTORY     - Date     Condition        Report By
 OH0786  HISTORY     - 1903     MONUMENTED       USGS
 OH0786  HISTORY     - 1966     MARK NOT FOUND   NGS
 OH0786
 OH0786                          STATION DESCRIPTION
 OH0786
 OH0786'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 OH0786'IN ADRIAN.
 OH0786'AT ADRIAN, MALHEUR COUNTY, 0.2 MILE NORTH OF THE SOUTH EDGE OF TOWN,
 OH0786'AND 20 FEET EAST OF THE CENTERLINE OF THE ROAD.  A UNITED STATES
 OH0786'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 2238 ADJ 1903 AND RIVETED ON
 OH0786'THE TOP OF A 3- 1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0667 ***********************************************************************
 QD0667  DESIGNATION -  2241
 QD0667  PID         -  QD0667
 QD0667  STATE/COUNTY-  OR/JEFFERSON
 QD0667  USGS QUAD   -  MADRAS WEST (1992)
 QD0667
 QD0667                         *CURRENT SURVEY CONTROL
 QD0667  ___________________________________________________________________
 QD0667* NAD 83(1986)-  44 38 01.     (N)    121 07 46.     (W)     SCALED    
 QD0667* NAVD 88     -       684.342  (meters)    2245.21   (feet)  ADJUSTED  
 QD0667  ___________________________________________________________________
 QD0667  GEOID HEIGHT-         -21.31  (meters)                     GEOID03
 QD0667  DYNAMIC HT  -         684.171 (meters)    2244.65  (feet)  COMP
 QD0667  MODELED GRAV-     980,346.1   (mgal)                       NAVD 88
 QD0667
 QD0667  VERT ORDER  -  SECOND    CLASS 0
 QD0667
 QD0667.The horizontal coordinates were scaled from a topographic map and have
 QD0667.an estimated accuracy of +/- 6 seconds.
 QD0667
 QD0667.The orthometric height was determined by differential leveling
 QD0667.and adjusted in June 1991.
 QD0667
 QD0667.The geoid height was determined by GEOID03.
 QD0667
 QD0667.The dynamic height is computed by dividing the NAVD 88
 QD0667.geopotential number by the normal gravity value computed on the
 QD0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0667.degrees latitude (g = 980.6199 gals.).
 QD0667
 QD0667.The modeled gravity was interpolated from observed gravity values.
 QD0667
 QD0667;                    North         East    Units  Estimated Accuracy
 QD0667;SPC OR N     -   107,640.    2,450,060.      MT  (+/- 180 meters Scaled)
 QD0667
 QD0667                          SUPERSEDED SURVEY CONTROL
 QD0667
 QD0667  NGVD 29 (??/??/92)  683.259  (m)         2241.66   (f) ADJ UNCH    2 0
 QD0667
 QD0667.Superseded values are not recommended for survey control.
 QD0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0667.See file dsdata.txt to determine how the superseded data were derived.
 QD0667
 QD0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ483439(NAD 83)
 QD0667_MARKER: DD = SURVEY DISK
 QD0667_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QD0667_SP_SET: CURB
 QD0667_STAMPING: 2241-H-1927
 QD0667_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0667
 QD0667  HISTORY     - Date     Condition        Report By
 QD0667  HISTORY     - 1927     MONUMENTED       USGS
 QD0667  HISTORY     - 1934     GOOD             NGS
 QD0667  HISTORY     - 20020810 MARK NOT FOUND   USPSQD
 QD0667
 QD0667                          STATION DESCRIPTION
 QD0667
 QD0667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QD0667'IN MADRAS.
 QD0667'IN FRONT OF THE JEFFERSON COUNTY COURT HOUSE, ON THE CONCRETE CURB, 5
 QD0667'FEET WEST OF ENTRANCE WALK.
 QD0667
 QD0667                          STATION RECOVERY (2002)
 QD0667
 QD0667'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 QD0667'STREET HAS BEEN WIDENED
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1141 ***********************************************************************
 RC1141  DESIGNATION -  2245
 RC1141  PID         -  RC1141
 RC1141  STATE/COUNTY-  OR/WASCO
 RC1141  USGS QUAD   -  POSTAGE STAMP BUTTE (1987)
 RC1141
 RC1141                         *CURRENT SURVEY CONTROL
 RC1141  ___________________________________________________________________
 RC1141* NAD 83(1986)-  45 21 03.     (N)    121 10 04.     (W)     SCALED    
 RC1141* NAVD 88     -       685.387  (meters)    2248.64   (feet)  ADJUSTED  
 RC1141  ___________________________________________________________________
 RC1141  GEOID HEIGHT-         -21.13  (meters)                     GEOID03
 RC1141  DYNAMIC HT  -         685.283 (meters)    2248.30  (feet)  COMP
 RC1141  MODELED GRAV-     980,442.7   (mgal)                       NAVD 88
 RC1141
 RC1141  VERT ORDER  -  SECOND    CLASS 0
 RC1141
 RC1141.The horizontal coordinates were scaled from a topographic map and have
 RC1141.an estimated accuracy of +/- 6 seconds.
 RC1141
 RC1141.The orthometric height was determined by differential leveling
 RC1141.and adjusted in June 1991.
 RC1141
 RC1141.The geoid height was determined by GEOID03.
 RC1141
 RC1141.The dynamic height is computed by dividing the NAVD 88
 RC1141.geopotential number by the normal gravity value computed on the
 RC1141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1141.degrees latitude (g = 980.6199 gals.).
 RC1141
 RC1141.The modeled gravity was interpolated from observed gravity values.
 RC1141
 RC1141;                    North         East    Units  Estimated Accuracy
 RC1141;SPC OR N     -   187,360.    2,447,680.      MT  (+/- 180 meters Scaled)
 RC1141
 RC1141                          SUPERSEDED SURVEY CONTROL
 RC1141
 RC1141  NGVD 29 (??/??/92)  684.344  (m)         2245.22   (f) ADJ UNCH    2 0
 RC1141
 RC1141.Superseded values are not recommended for survey control.
 RC1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1141.See file dsdata.txt to determine how the superseded data were derived.
 RC1141
 RC1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR435235(NAD 83)
 RC1141_MARKER: DD = SURVEY DISK
 RC1141_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RC1141_SP_SET: UNDERPASS
 RC1141_STAMPING: 2245.080 RESET 1934
 RC1141_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RC1141
 RC1141  HISTORY     - Date     Condition        Report By
 RC1141  HISTORY     - 1934     MONUMENTED       ORDT
 RC1141  HISTORY     - 1961     GOOD             NGS
 RC1141  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 RC1141
 RC1141                          STATION DESCRIPTION
 RC1141
 RC1141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RC1141'7.8 MI S FROM DUFUR.
 RC1141'REACHED FROM THE POST OFFICE AT DUFUR GO SOUTH ALONG U.S. HIGHWAY 197
 RC1141'FOR 7.4 MILES TO A T ROAD ON THE RIGHT LEADING TO KINGSLEY, KEEP LEFT
 RC1141'ON THE HIGHWAY FOR 0.4 MILE TO THE JUNCTION OF TWO CANYONS AND A
 RC1141'CATTLE UNDERPASS.  SET IN THE TOP OF THE CONCRETE PARAPET AT THE NORTH
 RC1141'END OF THE CATTLE UNDERPASS.
 RC1141
 RC1141                          STATION RECOVERY (1985)
 RC1141
 RC1141'RECOVERY NOTE BY US POWER SQUADRON 1985
 RC1141'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0117 ***********************************************************************
 RC0117  DESIGNATION -  225
 RC0117  PID         -  RC0117
 RC0117  STATE/COUNTY-  OR/GILLIAM
 RC0117  USGS QUAD   -  WOOD GULCH (1975)
 RC0117
 RC0117                         *CURRENT SURVEY CONTROL
 RC0117  ___________________________________________________________________
 RC0117* NAD 83(1986)-  45 45 53.     (N)    120 08 53.     (W)     SCALED    
 RC0117* NAVD 88     -        70.068  (meters)     229.88   (feet)  ADJUSTED  
 RC0117  ___________________________________________________________________
 RC0117  GEOID HEIGHT-         -21.58  (meters)                     GEOID03
 RC0117  DYNAMIC HT  -          70.066 (meters)     229.87  (feet)  COMP
 RC0117  MODELED GRAV-     980,599.4   (mgal)                       NAVD 88
 RC0117
 RC0117  VERT ORDER  -  FIRST     CLASS II
 RC0117
 RC0117.The horizontal coordinates were scaled from a topographic map and have
 RC0117.an estimated accuracy of +/- 6 seconds.
 RC0117
 RC0117.The orthometric height was determined by differential leveling
 RC0117.and adjusted in June 1991.
 RC0117
 RC0117.The geoid height was determined by GEOID03.
 RC0117
 RC0117.The dynamic height is computed by dividing the NAVD 88
 RC0117.geopotential number by the normal gravity value computed on the
 RC0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0117.degrees latitude (g = 980.6199 gals.).
 RC0117
 RC0117.The modeled gravity was interpolated from observed gravity values.
 RC0117
 RC0117;                    North         East    Units  Estimated Accuracy
 RC0117;SPC OR N     -   233,200.    2,527,380.      MT  (+/- 180 meters Scaled)
 RC0117
 RC0117                          SUPERSEDED SURVEY CONTROL
 RC0117
 RC0117  NGVD 29 (??/??/92)   69.07   (m)          226.6    (f) COMPUTED    1 2
 RC0117
 RC0117.Superseded values are not recommended for survey control.
 RC0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0117.See file dsdata.txt to determine how the superseded data were derived.
 RC0117
 RC0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGR217718(NAD 83)
 RC0117_MARKER: P = PIPE CAP
 RC0117_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RC0117_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RC0117_STAMPING: 226.635 A
 RC0117_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC0117
 RC0117  HISTORY     - Date     Condition        Report By
 RC0117  HISTORY     - UNK      MONUMENTED       USGS
 RC0117  HISTORY     - 1962     GOOD             NGS
 RC0117
 RC0117                          STATION DESCRIPTION
 RC0117
 RC0117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RC0117'4.0 MI E FROM ARLINGTON.
 RC0117'4.0 MILES EAST OF THE UNION PACIFIC RAILROAD STATION AT ARLINGTON, 0.1
 RC0117'MILE WEST SOUTHWEST OF RAILROAD MILE POST 142, 57 FEET SOUTHEAST OF
 RC0117'THE 5TH PHONE POLE WEST OF MILE POST 142, 111 FEET SOUTHEAST OF THE
 RC0117'SOUTHEAST RAIL OF THE MAIN TACK.  A STANDARD U.S. GEOLOGICAL SURVEY
 RC0117'DISK SET ON THE TOP OF A 3-1/2-INCH PIPE THAT PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0778 ***********************************************************************
 QD0778  DESIGNATION -  2257 ORE
 QD0778  PID         -  QD0778
 QD0778  STATE/COUNTY-  OR/JEFFERSON
 QD0778  USGS QUAD   -  STEELHEAD FALLS (1992)
 QD0778
 QD0778                         *CURRENT SURVEY CONTROL
 QD0778  ___________________________________________________________________
 QD0778* NAD 83(1986)-  44 25 40.     (N)    121 18 36.     (W)     SCALED    
 QD0778* NAVD 88     -       689.167  (meters)    2261.04   (feet)  ADJUSTED  
 QD0778  ___________________________________________________________________
 QD0778  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 QD0778  DYNAMIC HT  -         688.957 (meters)    2260.35  (feet)  COMP
 QD0778  MODELED GRAV-     980,292.2   (mgal)                       NAVD 88
 QD0778
 QD0778  VERT ORDER  -  SECOND    CLASS 0
 QD0778
 QD0778.The horizontal coordinates were scaled from a topographic map and have
 QD0778.an estimated accuracy of +/- 6 seconds.
 QD0778
 QD0778.The orthometric height was determined by differential leveling
 QD0778.and adjusted in June 1991.
 QD0778
 QD0778.The geoid height was determined by GEOID03.
 QD0778
 QD0778.The dynamic height is computed by dividing the NAVD 88
 QD0778.geopotential number by the normal gravity value computed on the
 QD0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0778.degrees latitude (g = 980.6199 gals.).
 QD0778
 QD0778.The modeled gravity was interpolated from observed gravity values.
 QD0778
 QD0778;                    North         East    Units  Estimated Accuracy
 QD0778;SPC OR N     -    84,900.    2,435,500.      MT  (+/- 180 meters Scaled)
 QD0778
 QD0778                          SUPERSEDED SURVEY CONTROL
 QD0778
 QD0778  NGVD 29 (??/??/92)  688.069  (m)         2257.44   (f) ADJ UNCH    2 0
 QD0778
 QD0778.Superseded values are not recommended for survey control.
 QD0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0778.See file dsdata.txt to determine how the superseded data were derived.
 QD0778
 QD0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ345207(NAD 83)
 QD0778_MARKER: DD = SURVEY DISK
 QD0778_SETTING: 80 = SET IN A BOULDER
 QD0778_SP_SET: BOULDER
 QD0778_STAMPING: 2257 ORE
 QD0778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0778+STABILITY: SURFACE MOTION
 QD0778
 QD0778  HISTORY     - Date     Condition        Report By
 QD0778  HISTORY     - UNK      MONUMENTED       USGS
 QD0778  HISTORY     - 1946     GOOD             NGS
 QD0778
 QD0778                          STATION DESCRIPTION
 QD0778
 QD0778'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 QD0778'7.1 MI N FROM LOWER BRIDGE.
 QD0778'ALONG DESCHUTES RIVER, ABOUT 7.1 MILES NORTH OF LOWER BRIDGE, SET IN
 QD0778'BOULDER ON EAST BANK OF RIVER, AT BEND IN RIVER, AT BREAK IN CANYON
 QD0778'RIM WHERE STOCK COME DOWN TO WATER, 200 FEET NORTHWEST OF HIGH CLIFF
 QD0778'MADE UP OF ALTERNATE LAYERS OF GRAY AND YELLOW ROCK, 15 FEET FROM EDGE
 QD0778'OF RIVER, ABOUT 3 FEET ABOVE WATER LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0584 ***********************************************************************
 QE0584  DESIGNATION -  226
 QE0584  PID         -  QE0584
 QE0584  STATE/COUNTY-  OR/LINN
 QE0584  USGS QUAD   -  ALBANY (1975)
 QE0584
 QE0584                         *CURRENT SURVEY CONTROL
 QE0584  ___________________________________________________________________
 QE0584* NAD 83(1986)-  44 37 46.     (N)    123 03 15.     (W)     SCALED    
 QE0584* NAVD 88     -        70.190  (meters)     230.28   (feet)  ADJUSTED  
 QE0584  ___________________________________________________________________
 QE0584  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 QE0584  DYNAMIC HT  -          70.184 (meters)     230.26  (feet)  COMP
 QE0584  MODELED GRAV-     980,542.6   (mgal)                       NAVD 88
 QE0584
 QE0584  VERT ORDER  -  FIRST     CLASS II
 QE0584
 QE0584.The horizontal coordinates were scaled from a topographic map and have
 QE0584.an estimated accuracy of +/- 6 seconds.
 QE0584
 QE0584.The orthometric height was determined by differential leveling
 QE0584.and adjusted in June 1991.
 QE0584
 QE0584.The geoid height was determined by GEOID03.
 QE0584
 QE0584.The dynamic height is computed by dividing the NAVD 88
 QE0584.geopotential number by the normal gravity value computed on the
 QE0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0584.degrees latitude (g = 980.6199 gals.).
 QE0584
 QE0584.The modeled gravity was interpolated from observed gravity values.
 QE0584
 QE0584;                    North         East    Units  Estimated Accuracy
 QE0584;SPC OR N     -   110,190.    2,297,360.      MT  (+/- 180 meters Scaled)
 QE0584
 QE0584                          SUPERSEDED SURVEY CONTROL
 QE0584
 QE0584  NGVD 29 (??/??/92)   68.895  (m)          226.03   (f) ADJ UNCH    1 2
 QE0584
 QE0584.Superseded values are not recommended for survey control.
 QE0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0584.See file dsdata.txt to determine how the superseded data were derived.
 QE0584
 QE0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ957417(NAD 83)
 QE0584_MARKER: Q = CHISELED SQUARE
 QE0584_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QE0584_SP_SET: DRAINPIPE
 QE0584_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0584
 QE0584  HISTORY     - Date     Condition        Report By
 QE0584  HISTORY     - UNK      MONUMENTED       USGS
 QE0584  HISTORY     - 1957     MARK NOT FOUND   USGS
 QE0584
 QE0584                          STATION DESCRIPTION
 QE0584
 QE0584'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 QE0584'1.9 MI E FROM ALBANY.
 QE0584'1.9 MILES EAST ALONG THE SOUTH SANTIAM HIGHWAY (U.S.20) FROM SOUTH
 QE0584'MAIN STREET IN ALBANY, LINN COUNTY, ABOUT 200 FEET WEST OF BENCH MARK
 QE0584'A 222 RESET (OREG.GEOD.S), ON THE EAST END OF A CONCRETE DRAINPIPE,
 QE0584'AND AT THE SOUTH EDGE OF THE HIGHWAY.  A CHISELED SQUARE.  NOTE-- A
 QE0584'12-INCH CONCRETE DRAIN WAS FOUND AS DESCRIBED BUT WITHOUT THE CHISELED
 QE0584'SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0429 ***********************************************************************
 RC0429  DESIGNATION -  2269 H
 RC0429  PID         -  RC0429
 RC0429  STATE/COUNTY-  OR/SHERMAN
 RC0429  USGS QUAD   -  GRASS VALLEY (1962)
 RC0429
 RC0429                         *CURRENT SURVEY CONTROL
 RC0429  ___________________________________________________________________
 RC0429* NAD 83(1986)-  45 21 22.     (N)    120 47 11.     (W)     SCALED    
 RC0429* NAVD 88     -       693.021  (meters)    2273.69   (feet)  ADJUSTED  
 RC0429  ___________________________________________________________________
 RC0429  GEOID HEIGHT-         -21.03  (meters)                     GEOID03
 RC0429  DYNAMIC HT  -         692.918 (meters)    2273.35  (feet)  COMP
 RC0429  MODELED GRAV-     980,444.8   (mgal)                       NAVD 88
 RC0429
 RC0429  VERT ORDER  -  FIRST     CLASS II
 RC0429
 RC0429.The horizontal coordinates were scaled from a topographic map and have
 RC0429.an estimated accuracy of +/- 6 seconds.
 RC0429
 RC0429.The orthometric height was determined by differential leveling
 RC0429.and adjusted in June 1991.
 RC0429
 RC0429.The geoid height was determined by GEOID03.
 RC0429
 RC0429.The dynamic height is computed by dividing the NAVD 88
 RC0429.geopotential number by the normal gravity value computed on the
 RC0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0429.degrees latitude (g = 980.6199 gals.).
 RC0429
 RC0429.The modeled gravity was interpolated from observed gravity values.
 RC0429
 RC0429;                    North         East    Units  Estimated Accuracy
 RC0429;SPC OR N     -   187,770.    2,477,560.      MT  (+/- 180 meters Scaled)
 RC0429
 RC0429                          SUPERSEDED SURVEY CONTROL
 RC0429
 RC0429  NGVD 29 (??/??/92)  691.993  (m)         2270.31   (f) ADJ UNCH    1 2
 RC0429
 RC0429.Superseded values are not recommended for survey control.
 RC0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0429.See file dsdata.txt to determine how the superseded data were derived.
 RC0429
 RC0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR733248(NAD 83)
 RC0429_MARKER: P = PIPE CAP
 RC0429_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RC0429_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RC0429_STAMPING: 2269.403 H 1904
 RC0429_MARK LOGO: USGS  
 RC0429_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC0429
 RC0429  HISTORY     - Date     Condition        Report By
 RC0429  HISTORY     - 1904     MONUMENTED       USGS
 RC0429  HISTORY     - 1961     GOOD             NGS
 RC0429  HISTORY     - 1987     GOOD             NGS
 RC0429
 RC0429                          STATION DESCRIPTION
 RC0429
 RC0429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RC0429'IN GRASS VALLEY.
 RC0429'LOCATED AT THE UNION PACIFIC RAILROAD STATION AT GRASS VALLEY,
 RC0429'3-1/2-FEET FROM THE SOUTHWEST CORNER OF THE STATION PLATFORM, 12
 RC0429'INCHES SOUTH OF THE SOUTH END, AT A STREET CROSSING, 27 FEET EAST OF
 RC0429'THE CENTER LINE OF THE MAIN TRACK, 25 FEET NORTH OF THE CENTER LINE OF
 RC0429'THE STREET.  A STANDARD CAP RIVETED TO THE TOP OF A 3-1/2-INCH IRON
 RC0429'PIPE ENCASED IN CEMENT.  TOP IS PROJECTING ABOUT 6-INCHES ABOVE
 RC0429'GROUND.
 RC0429
 RC0429                          STATION RECOVERY (1987)
 RC0429
 RC0429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RC0429'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.6 KM
 RC0429'(0.35 MI) SOUTH ALONG US HIGHWAY 97 FROM THE POST OFFICE IN GRASS
 RC0429'VALLEY, THENCE 0.08 KM (0.05 MI) WEST ALONG A ROAD TO AN ABANDONED
 RC0429'RAILROAD STATION, 1.15 M (3.8 FT) EAST OF THE SOUTHWEST CORNER OF THE
 RC0429'STATION PLATFORM, 0.30 M (1.0 FT) SOUTH OF THE SOUTH SIDE OF THE
 RC0429'PLATFORM.
 RC0429'THE MARK IS 0.18 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0657 ***********************************************************************
 QB0657  DESIGNATION -  2273
 QB0657  PID         -  QB0657
 QB0657  STATE/COUNTY-  OR/MALHEUR
 QB0657  USGS QUAD   -  WILLOW CREEK (1988)
 QB0657
 QB0657                         *CURRENT SURVEY CONTROL
 QB0657  ___________________________________________________________________
 QB0657* NAD 83(1986)-  44 02 24.     (N)    117 16 12.     (W)     SCALED    
 QB0657* NAVD 88     -       693.74   (+/-2cm)    2276.0    (feet)  VERTCON   
 QB0657  ___________________________________________________________________
 QB0657  GEOID HEIGHT-         -17.95  (meters)                     GEOID03
 QB0657  VERT ORDER  -  ? (See Below)
 QB0657
 QB0657.The horizontal coordinates were scaled from a topographic map and have
 QB0657.an estimated accuracy of +/- 6 seconds.
 QB0657
 QB0657.The NAVD 88 height was computed by applying the VERTCON shift value to
 QB0657.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QB0657.The vertical order pertains to the NGVD 29 superseded value.
 QB0657
 QB0657.The geoid height was determined by GEOID03.
 QB0657
 QB0657;                    North         East    Units  Estimated Accuracy
 QB0657;SPC OR S     -   268,640.    1,758,830.      MT  (+/- 180 meters Scaled)
 QB0657
 QB0657                          SUPERSEDED SURVEY CONTROL
 QB0657
 QB0657  NGVD 29 (??/??/92)  692.708  (m)         2272.66   (f) ADJ UNCH    ?  
 QB0657
 QB0657.Superseded values are not recommended for survey control.
 QB0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0657.See file dsdata.txt to determine how the superseded data were derived.
 QB0657
 QB0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ783763(NAD 83)
 QB0657_MARKER: P = PIPE CAP
 QB0657_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QB0657_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QB0657_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB0657
 QB0657  HISTORY     - Date     Condition        Report By
 QB0657  HISTORY     - UNK      MONUMENTED       USGLO
 QB0657  HISTORY     - 1930     GOOD             NGS
 QB0657  HISTORY     - 1935     POOR             NGS
 QB0657  HISTORY     - 1985     MARK NOT FOUND   NGS
 QB0657  HISTORY     - 19851028 MARK NOT FOUND   USPSQD
 QB0657
 QB0657                          STATION DESCRIPTION
 QB0657
 QB0657'DESCRIBED BY NATIONAL GEODETIC SURVEY 1930
 QB0657'4.4 MI NW FROM VALE.
 QB0657'ABOUT 4.4 MILES NORTHWEST ALONG THE JOHN DAY HIGHWAY (U. S. 28) FROM
 QB0657'VALE, MALHEUR COUNTY, AT THE CROSSING OF THE OREGON SHORT LINE
 QB0657'RAILROAD, ABOUT 177 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 QB0657'AND AT A QUARTER-QUARTER-SECTION CORNER.  A UNITED STATES GENERAL LAND
 QB0657'OFFICE STANDARD CAP, FASTENED ON THE TOP OF A SMALL IRON PIPE. NOTE--
 QB0657'THE PIPE HAS BEEN PARTLY PULLED UP AND BENT OVER UNTIL IT IS FLAT ON
 QB0657'THE GROUND.  USE WITH CAUTION.
 QB0657
 QB0657                          STATION RECOVERY (1935)
 QB0657
 QB0657'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 QB0657'MARK RECOVERED IN POOR CONDITION.
 QB0657
 QB0657                          STATION RECOVERY (1985)
 QB0657
 QB0657'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QB0657'NOT RECOVERED.
 QB0657
 QB0657                          STATION RECOVERY (1985)
 QB0657
 QB0657'RECOVERY NOTE BY US POWER SQUADRON 1985 (CLM)
 QB0657'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0658 ***********************************************************************
 QB0658  DESIGNATION -  2278
 QB0658  PID         -  QB0658
 QB0658  STATE/COUNTY-  OR/MALHEUR
 QB0658  USGS QUAD   -  WILLOW CREEK (1988)
 QB0658
 QB0658                         *CURRENT SURVEY CONTROL
 QB0658  ___________________________________________________________________
 QB0658* NAD 83(1986)-  44 01 23.     (N)    117 15 30.     (W)     SCALED    
 QB0658* NAVD 88     -       697.659  (meters)    2288.90   (feet)  ADJUSTED  
 QB0658  ___________________________________________________________________
 QB0658  GEOID HEIGHT-         -17.96  (meters)                     GEOID03
 QB0658  DYNAMIC HT  -         697.437 (meters)    2288.17  (feet)  COMP
 QB0658  MODELED GRAV-     980,277.8   (mgal)                       NAVD 88
 QB0658
 QB0658  VERT ORDER  -  FIRST     CLASS II
 QB0658
 QB0658.The horizontal coordinates were scaled from a topographic map and have
 QB0658.an estimated accuracy of +/- 6 seconds.
 QB0658
 QB0658.The orthometric height was determined by differential leveling
 QB0658.and adjusted in June 1991.
 QB0658
 QB0658.The geoid height was determined by GEOID03.
 QB0658
 QB0658.The dynamic height is computed by dividing the NAVD 88
 QB0658.geopotential number by the normal gravity value computed on the
 QB0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0658.degrees latitude (g = 980.6199 gals.).
 QB0658
 QB0658.The modeled gravity was interpolated from observed gravity values.
 QB0658
 QB0658;                    North         East    Units  Estimated Accuracy
 QB0658;SPC OR S     -   266,800.    1,759,840.      MT  (+/- 180 meters Scaled)
 QB0658
 QB0658                          SUPERSEDED SURVEY CONTROL
 QB0658
 QB0658  NGVD 29 (??/??/92)  696.608  (m)         2285.45   (f) ADJ UNCH    1 2
 QB0658
 QB0658.Superseded values are not recommended for survey control.
 QB0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0658.See file dsdata.txt to determine how the superseded data were derived.
 QB0658
 QB0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ792744(NAD 83)
 QB0658_MARKER: P = PIPE CAP
 QB0658_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QB0658_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QB0658_STAMPING: 2285.970 1904
 QB0658_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB0658
 QB0658  HISTORY     - Date     Condition        Report By
 QB0658  HISTORY     - 1904     MONUMENTED       USGS
 QB0658  HISTORY     - 1935     GOOD             NGS
 QB0658  HISTORY     - 1963     MARK NOT FOUND   NGS
 QB0658  HISTORY     - 1985     MARK NOT FOUND   NGS
 QB0658
 QB0658                          STATION DESCRIPTION
 QB0658
 QB0658'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 QB0658'3.3 MI NW FROM VALE.
 QB0658'ABOUT 3.3 MILES NORTHWEST ALONG THE JOHN DAY HIGHWAY (U. S. 28) FROM
 QB0658'VALE, MALHEUR COUNTY, AT THE FRIZZELL RANCH, ABOUT 600 FEET WEST OF
 QB0658'THE HIGHWAY AT THE RANCH HOUSE, NEAR THE MIDDLE OF AN ALFALFA FIELD,
 QB0658'ABOUT 154 FEET SOUTHEAST ALONG AN IRRIGATION DITCH FROM THE NORTH LINE
 QB0658'OF THE RANCH, ABOUT 164 FEET NORTHWEST ALONG A DITCH FROM THE JUNCTION
 QB0658'OF ANOTHER DITCH, ABOUT 172 FEET NORTHEAST OF A LONE POPLAR TREE, AND
 QB0658'ON THE EAST BANK OF A DITCH.  A UNITED STATES GEOLOGICAL SURVEY
 QB0658'STANDARD CAP, STAMPED 2285.970 1904 AND RIVETED ON THE TOP OF
 QB0658'3-1/2-INCH PIPE.
 QB0658
 QB0658                          STATION RECOVERY (1963)
 QB0658
 QB0658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 QB0658'MARK NOT FOUND.
 QB0658
 QB0658                          STATION RECOVERY (1985)
 QB0658
 QB0658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QB0658'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0669 ***********************************************************************
 QD0669  DESIGNATION -  2282
 QD0669  PID         -  QD0669
 QD0669  STATE/COUNTY-  OR/JEFFERSON
 QD0669  USGS QUAD   -  MADRAS WEST (1992)
 QD0669
 QD0669                         *CURRENT SURVEY CONTROL
 QD0669  ___________________________________________________________________
 QD0669* NAD 83(1986)-  44 37 37.     (N)    121 08 21.     (W)     SCALED    
 QD0669* NAVD 88     -       696.841  (meters)    2286.22   (feet)  ADJUSTED  
 QD0669  ___________________________________________________________________
 QD0669  GEOID HEIGHT-         -21.32  (meters)                     GEOID03
 QD0669  DYNAMIC HT  -         696.665 (meters)    2285.64  (feet)  COMP
 QD0669  MODELED GRAV-     980,342.8   (mgal)                       NAVD 88
 QD0669
 QD0669  VERT ORDER  -  SECOND    CLASS 0
 QD0669
 QD0669.The horizontal coordinates were scaled from a topographic map and have
 QD0669.an estimated accuracy of +/- 6 seconds.
 QD0669
 QD0669.The orthometric height was determined by differential leveling
 QD0669.and adjusted in June 1991.
 QD0669
 QD0669.The geoid height was determined by GEOID03.
 QD0669
 QD0669.The dynamic height is computed by dividing the NAVD 88
 QD0669.geopotential number by the normal gravity value computed on the
 QD0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0669.degrees latitude (g = 980.6199 gals.).
 QD0669
 QD0669.The modeled gravity was interpolated from observed gravity values.
 QD0669
 QD0669;                    North         East    Units  Estimated Accuracy
 QD0669;SPC OR N     -   106,910.    2,449,280.      MT  (+/- 180 meters Scaled)
 QD0669
 QD0669                          SUPERSEDED SURVEY CONTROL
 QD0669
 QD0669  NGVD 29 (??/??/92)  695.77   (m)         2282.7    (f) COMPUTED    2 0
 QD0669
 QD0669.Superseded values are not recommended for survey control.
 QD0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0669.See file dsdata.txt to determine how the superseded data were derived.
 QD0669
 QD0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ476431(NAD 83)
 QD0669_MARKER: DD = SURVEY DISK
 QD0669_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QD0669_SP_SET: CULVERT
 QD0669_STAMPING: 2282-G-1927
 QD0669_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0669
 QD0669  HISTORY     - Date     Condition        Report By
 QD0669  HISTORY     - 1927     MONUMENTED       ORDT
 QD0669  HISTORY     - 1934     GOOD             NGS
 QD0669  HISTORY     - 20020810 MARK NOT FOUND   USPSQD
 QD0669
 QD0669                          STATION DESCRIPTION
 QD0669
 QD0669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QD0669'0.8 MI S FROM MADRAS.
 QD0669'ALONG THE DALLES-CALIFORNIA HIGHWAY FROM PO, AT MILEAGE 96.5, ON THE
 QD0669'FIRST GRADE SOUTH OF TOWN, IN THE EAST HEADWALL OF CONCRETE CULVERT,
 QD0669'AND ABOUT 5 FEET BELOW GRADE.
 QD0669
 QD0669                          STATION RECOVERY (2002)
 QD0669
 QD0669'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 QD0669'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0081 ***********************************************************************
 PB0081  DESIGNATION -  23
 PB0081  PID         -  PB0081
 PB0081  STATE/COUNTY-  OR/DESCHUTES
 PB0081  USGS QUAD   -  MILLICAN (1967)
 PB0081
 PB0081                         *CURRENT SURVEY CONTROL
 PB0081  ___________________________________________________________________
 PB0081* NAD 83(1986)-  43 52 49.     (N)    120 55 23.     (W)     SCALED    
 PB0081* NAVD 88     -      1297.241  (meters)    4256.03   (feet)  ADJUSTED  
 PB0081  ___________________________________________________________________
 PB0081  GEOID HEIGHT-         -20.32  (meters)                     GEOID03
 PB0081  DYNAMIC HT  -        1296.649 (meters)    4254.09  (feet)  COMP
 PB0081  MODELED GRAV-     980,117.5   (mgal)                       NAVD 88
 PB0081
 PB0081  VERT ORDER  -  FIRST     CLASS II
 PB0081
 PB0081.The horizontal coordinates were scaled from a topographic map and have
 PB0081.an estimated accuracy of +/- 6 seconds.
 PB0081
 PB0081.The orthometric height was determined by differential leveling
 PB0081.and adjusted in June 1991.
 PB0081
 PB0081.The geoid height was determined by GEOID03.
 PB0081
 PB0081.The dynamic height is computed by dividing the NAVD 88
 PB0081.geopotential number by the normal gravity value computed on the
 PB0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0081.degrees latitude (g = 980.6199 gals.).
 PB0081
 PB0081.The modeled gravity was interpolated from observed gravity values.
 PB0081
 PB0081;                    North         East    Units  Estimated Accuracy
 PB0081;SPC OR S     -   245,990.    1,466,000.      MT  (+/- 180 meters Scaled)
 PB0081
 PB0081                          SUPERSEDED SURVEY CONTROL
 PB0081
 PB0081  NGVD 29 (??/??/92) 1296.038  (m)         4252.08   (f) ADJ UNCH    1 2
 PB0081
 PB0081.Superseded values are not recommended for survey control.
 PB0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0081.See file dsdata.txt to determine how the superseded data were derived.
 PB0081
 PB0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP668606(NAD 83)
 PB0081_MARKER: DB = BENCH MARK DISK
 PB0081_SETTING: 66 = SET IN ROCK OUTCROP
 PB0081_SP_SET: RIM ROCK
 PB0081_STAMPING: 4253 23 1927
 PB0081_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PB0081+STABILITY: POSITION/ELEVATION WELL
 PB0081
 PB0081  HISTORY     - Date     Condition        Report By
 PB0081  HISTORY     - 1927     MONUMENTED       ORDT
 PB0081  HISTORY     - 1943     GOOD             NGS
 PB0081
 PB0081                          STATION DESCRIPTION
 PB0081
 PB0081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PB0081'IN MILLICAN.
 PB0081'AT MILLICAN, DESCHUTES COUNTY, ABOUT 1,000 FEET WEST OF THE POST
 PB0081'OFFICE, ABOUT 115 FEET NORTH OF THE CENTRAL OREGON HIGHWAY (U.S. 20)
 PB0081'AT SURVEY STATION 3105, AND IN THE RIMROCK NEAR THE TOP OF THE BANK ON
 PB0081'THE SOUTH SIDE OF DRY CREEK.  AN OREGON STATE HIGHWAY DEPARTMENT
 PB0081'STANDARD DISK, STAMPED 4253 23 1927.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0499 ***********************************************************************
 OA0499  TIDAL BM    -  This is a Tidal Bench Mark.
 OA0499  DESIGNATION -  23
 OA0499  PID         -  OA0499
 OA0499  STATE/COUNTY-  OR/COOS
 OA0499  USGS QUAD   -  NORTH BEND (1971)
 OA0499
 OA0499                         *CURRENT SURVEY CONTROL
 OA0499  ___________________________________________________________________
 OA0499* NAD 83(1991)-  43 24 18.72082(N)    124 13 19.25579(W)     ADJUSTED  
 OA0499* NAVD 88     -         8.102  (meters)      26.58   (feet)  ADJUSTED  
 OA0499  ___________________________________________________________________
 OA0499  LAPLACE CORR-          16.83  (seconds)                    DEFLEC99
 OA0499  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 OA0499  DYNAMIC HT  -           8.101 (meters)      26.58  (feet)  COMP
 OA0499  MODELED GRAV-     980,482.2   (mgal)                       NAVD 88
 OA0499
 OA0499  HORZ ORDER  -  THIRD
 OA0499  VERT ORDER  -  FIRST     CLASS II
 OA0499
 OA0499.The horizontal coordinates were established by classical geodetic methods
 OA0499.and adjusted by the National Geodetic Survey in October 1991.
 OA0499
 OA0499.The orthometric height was determined by differential leveling
 OA0499.and adjusted in June 1991.
 OA0499.WARNING-Repeat measurements at this control monument indicate possible
 OA0499.vertical movement.
 OA0499
 OA0499.This Tidal Bench Mark is designated as VM 8808
 OA0499.by the Center for Operational Oceanographic Products and Services.
 OA0499
 OA0499.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA0499
 OA0499.The geoid height was determined by GEOID03.
 OA0499
 OA0499.The dynamic height is computed by dividing the NAVD 88
 OA0499.geopotential number by the normal gravity value computed on the
 OA0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0499.degrees latitude (g = 980.6199 gals.).
 OA0499
 OA0499.The modeled gravity was interpolated from observed gravity values.
 OA0499
 OA0499;                    North         East     Units Scale Factor Converg.
 OA0499;SPC OR S     -   199,819.342 1,198,633.631   MT  0.99990311   -2 32 47.1
 OA0499;SPC OR S     -   655,575.27  3,932,525.04   iFT  0.99990311   -2 32 47.1
 OA0499;UTM  10      - 4,806,538.326   401,052.114   MT  0.99972043   -0 50 23.2
 OA0499
 OA0499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA0499!SPC OR S     -   1.00000275  x   0.99990311  =   0.99990586
 OA0499!UTM  10      -   1.00000275  x   0.99972043  =   0.99972318
 OA0499
 OA0499                          SUPERSEDED SURVEY CONTROL
 OA0499
 OA0499  NAD 83(1986)-  43 24 18.71810(N)    124 13 19.30234(W) AD(       ) 3
 OA0499  NAD 27      -  43 24 19.31287(N)    124 13 14.90004(W) AD(       ) 3
 OA0499  NGVD 29 (??/??/92)    7.037  (m)           23.09   (f) ADJ UNCH    1 2
 OA0499
 OA0499.Superseded values are not recommended for survey control.
 OA0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0499.See file dsdata.txt to determine how the superseded data were derived.
 OA0499
 OA0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP0105206538(NAD 83)
 OA0499_MARKER: DD = SURVEY DISK
 OA0499_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OA0499+WITH SETTING: PAVEMENT
 OA0499_SP_SET: BANISTER
 OA0499_STAMPING: 23 1917
 OA0499_MARK LOGO: USGS  
 OA0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0499+STABILITY: SURFACE MOTION
 OA0499_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OA0499+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2001
 OA0499
 OA0499  HISTORY     - Date     Condition        Report By
 OA0499  HISTORY     - 1965     MONUMENTED       USGS
 OA0499  HISTORY     - 1941     GOOD             NGS
 OA0499  HISTORY     - 1984     GOOD             USPSQD
 OA0499  HISTORY     - 1987     GOOD             NGS
 OA0499  HISTORY     - 1988     GOOD             USPSQD
 OA0499  HISTORY     - 1989     POOR             USPSQD
 OA0499  HISTORY     - 19940619 GOOD             USPSQD
 OA0499  HISTORY     - 20011110 GOOD             USPSQD
 OA0499  HISTORY     - 20060508 POOR             USPSQD
 OA0499
 OA0499                          STATION DESCRIPTION
 OA0499
 OA0499'DESCRIBED BY US GEOLOGICAL SURVEY 1965 (HJS)
 OA0499'LOCATED IN THE CITY OF NORTH BEND ABOUT 270 FEET EAST OF THE
 OA0499'INTERSECTION OF SHERIDAN AND WASHINGTON AVENUES, ON TOP OF THE
 OA0499'SOUTHEAST CONCRETE POST AT THE TOP OF THE CONCRETE STEPS, ON
 OA0499'THE OUTER SIDE OF A CURVING STREET.
 OA0499'
 OA0499'THE STATION IS A U.S. GEOLOGICAL SURVEY DISK STAMPED 23 1917
 OA0499'SET FLUSH ON TOP OF A SQUARE CONCRETE POST.
 OA0499'
 OA0499'LOCATED BY TRAVERSE FROM NEARBY STATION HLT-6 1965.
 OA0499
 OA0499                          STATION RECOVERY (1941)
 OA0499
 OA0499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 OA0499'IN NORTH BEND.
 OA0499'AT NORTH BEND, COOS COUNTY, ABOUT 400 FEET SOUTH OF THE SOUTHERN
 OA0499'PACIFIC CO. RAILROAD STATION, AT THE NORTHEAST CORNER OF THE
 OA0499'INTERSECTION OF STANTON AND WASHINGTON AVENUES, AT THE HEAD OF A
 OA0499'FLIGHT OF CONCRETE STAIRS, AND IN THE TOP OF THE SOUTHEAST CONCRETE
 OA0499'BANISTER POST.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 OA0499'STAMPED 23 1917.
 OA0499
 OA0499                          STATION RECOVERY (1984)
 OA0499
 OA0499'RECOVERY NOTE BY US POWER SQUADRON 1984
 OA0499'TOP OF CONCRETE BANISTER POST IN DETERIATED.
 OA0499
 OA0499                          STATION RECOVERY (1987)
 OA0499
 OA0499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 OA0499'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  IN NORTH BEND,
 OA0499'AT THE INTERSECTION OF STANTON AND WASHINGTON AVENUES. ADD--2.5 M
 OA0499'(8.2 FT) SOUTH OF THE EXTENDED CENTER OF THE UPPER LEVEL OF WASHINGTON
 OA0499'AVENUE, AND 2.2 M (7.2 FT) WEST OF THE EXTENDED CENTER OF THE UPPER
 OA0499'LEVEL OF STANTON AVENUE.
 OA0499'THE MARK IS 0.5 M ABOVE THE UPPER LEVEL OF AVENUE.
 OA0499
 OA0499                          STATION RECOVERY (1988)
 OA0499
 OA0499'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 OA0499'RECOVERED IN GOOD CONDITION.
 OA0499
 OA0499                          STATION RECOVERY (1989)
 OA0499
 OA0499'RECOVERY NOTE BY US POWER SQUADRON 1989 (AES)
 OA0499'MARK RECOVERED IN POOR CONDITION.
 OA0499
 OA0499                          STATION RECOVERY (1994)
 OA0499
 OA0499'RECOVERY NOTE BY US POWER SQUADRON 1994
 OA0499'RECOVERED IN GOOD CONDITION.
 OA0499
 OA0499                          STATION RECOVERY (2001)
 OA0499
 OA0499'RECOVERY NOTE BY US POWER SQUADRON 2001 (AES)
 OA0499'RECOVERED IN GOOD CONDITION.
 OA0499
 OA0499                          STATION RECOVERY (2006)
 OA0499
 OA0499'RECOVERY NOTE BY US POWER SQUADRON 2006 (AES)
 OA0499'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0255 ***********************************************************************
 OA0255  DESIGNATION -  23
 OA0255  PID         -  OA0255
 OA0255  STATE/COUNTY-  OR/CURRY
 OA0255  USGS QUAD   -  GOLD BEACH (1986)
 OA0255
 OA0255                         *CURRENT SURVEY CONTROL
 OA0255  ___________________________________________________________________
 OA0255* NAD 83(1986)-  42 25 26.     (N)    124 24 47.     (W)     SCALED    
 OA0255* NAVD 88     -         8.404  (meters)      27.57   (feet)  ADJUSTED  
 OA0255  ___________________________________________________________________
 OA0255  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 OA0255  DYNAMIC HT  -           8.401 (meters)      27.56  (feet)  COMP
 OA0255  MODELED GRAV-     980,346.5   (mgal)                       NAVD 88
 OA0255
 OA0255  VERT ORDER  -  FIRST     CLASS II
 OA0255
 OA0255.The horizontal coordinates were scaled from a topographic map and have
 OA0255.an estimated accuracy of +/- 6 seconds.
 OA0255
 OA0255.The orthometric height was determined by differential leveling
 OA0255.and adjusted in June 1991.
 OA0255.WARNING-Repeat measurements at this control monument indicate possible
 OA0255.vertical movement.
 OA0255
 OA0255.The geoid height was determined by GEOID03.
 OA0255
 OA0255.The dynamic height is computed by dividing the NAVD 88
 OA0255.geopotential number by the normal gravity value computed on the
 OA0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0255.degrees latitude (g = 980.6199 gals.).
 OA0255
 OA0255.The modeled gravity was interpolated from observed gravity values.
 OA0255
 OA0255;                    North         East    Units  Estimated Accuracy
 OA0255;SPC OR S     -    91,640.    1,178,090.      MT  (+/- 180 meters Scaled)
 OA0255
 OA0255                          SUPERSEDED SURVEY CONTROL
 OA0255
 OA0255  NGVD 29 (??/??/92)    7.320  (m)           24.02   (f) ADJ UNCH    1 2
 OA0255
 OA0255.Superseded values are not recommended for survey control.
 OA0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0255.See file dsdata.txt to determine how the superseded data were derived.
 OA0255
 OA0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCM837978(NAD 83)
 OA0255_MARKER: Z = SEE DESCRIPTION
 OA0255_SETTING: 80 = SET IN A BOULDER
 OA0255_SP_SET: BOULDER
 OA0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0255+STABILITY: SURFACE MOTION
 OA0255
 OA0255  HISTORY     - Date     Condition        Report By
 OA0255  HISTORY     - UNK      MONUMENTED       ORHD
 OA0255  HISTORY     - 1941     GOOD             NGS
 OA0255  HISTORY     - 1965     GOOD             NGS
 OA0255  HISTORY     - 1982     MARK NOT FOUND   USGS
 OA0255  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 OA0255  HISTORY     - 1988     MARK NOT FOUND   NGS
 OA0255  HISTORY     - 20021009 MARK NOT FOUND   USPSQD
 OA0255
 OA0255                          STATION DESCRIPTION
 OA0255
 OA0255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 OA0255'0.5 MI N FROM GOLD BEACH.
 OA0255'0.5 MILE NORTH ALONG THE OREGON COAST HIGHWAY (U.S. 101) FROM GOLD
 OA0255'BEACH, CURRY COUNTY, 71 FEET WEST OF THE CENTER LINE OF A BRIDGE OVER
 OA0255'ROGUE RIVER FROM A POINT ABOUT 10 FEET SOUTH OF THE SOUTH END, IN THE
 OA0255'TOP OF A BOULDER, AT A 4- BY 4-INCH WHITE WOODEN POST STENCILED
 OA0255'U.S.B.M., ABOUT 40 FEET LOWER THAN THE HIGHWAY, AND ABOUT 15 FEET
 OA0255'ABOVE THE WATER.  A 1-INCH IRON PIN.
 OA0255
 OA0255                          STATION RECOVERY (1965)
 OA0255
 OA0255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 OA0255'RECOVERED IN GOOD CONDITION.
 OA0255
 OA0255                          STATION RECOVERY (1982)
 OA0255
 OA0255'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 OA0255'MARK NOT FOUND.
 OA0255
 OA0255                          STATION RECOVERY (1984)
 OA0255
 OA0255'RECOVERY NOTE BY US POWER SQUADRON 1984
 OA0255'MARK NOT FOUND.
 OA0255
 OA0255                          STATION RECOVERY (1988)
 OA0255
 OA0255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 OA0255'MARK NOT FOUND.
 OA0255
 OA0255                          STATION RECOVERY (2002)
 OA0255
 OA0255'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 OA0255'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0509 ***********************************************************************
 QE0509  DESIGNATION -  23
 QE0509  PID         -  QE0509
 QE0509  STATE/COUNTY-  OR/POLK
 QE0509  USGS QUAD   -  RICKREALL (1976)
 QE0509
 QE0509                         *CURRENT SURVEY CONTROL
 QE0509  ___________________________________________________________________
 QE0509* NAD 83(1986)-  44 55 47.     (N)    123 13 41.     (W)     SCALED    
 QE0509* NAVD 88     -        64.828  (meters)     212.69   (feet)  ADJUSTED  
 QE0509  ___________________________________________________________________
 QE0509  GEOID HEIGHT-         -22.36  (meters)                     GEOID03
 QE0509  DYNAMIC HT  -          64.826 (meters)     212.68  (feet)  COMP
 QE0509  MODELED GRAV-     980,591.6   (mgal)                       NAVD 88
 QE0509
 QE0509  VERT ORDER  -  FIRST     CLASS II
 QE0509
 QE0509.The horizontal coordinates were scaled from a topographic map and have
 QE0509.an estimated accuracy of +/- 6 seconds.
 QE0509
 QE0509.The orthometric height was determined by differential leveling
 QE0509.and adjusted in June 1991.
 QE0509.WARNING-Repeat measurements at this control monument indicate possible
 QE0509.vertical movement.
 QE0509
 QE0509.The geoid height was determined by GEOID03.
 QE0509
 QE0509.The dynamic height is computed by dividing the NAVD 88
 QE0509.geopotential number by the normal gravity value computed on the
 QE0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0509.degrees latitude (g = 980.6199 gals.).
 QE0509
 QE0509.The modeled gravity was interpolated from observed gravity values.
 QE0509
 QE0509;                    North         East    Units  Estimated Accuracy
 QE0509;SPC OR N     -   143,990.    2,284,700.      MT  (+/- 180 meters Scaled)
 QE0509
 QE0509                          SUPERSEDED SURVEY CONTROL
 QE0509
 QE0509  NGVD 29 (??/??/92)   63.801  (m)          209.32   (f) ADJ UNCH    1 2
 QE0509
 QE0509.Superseded values are not recommended for survey control.
 QE0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0509.See file dsdata.txt to determine how the superseded data were derived.
 QE0509
 QE0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ820751(NAD 83)
 QE0509_MARKER: DD = SURVEY DISK
 QE0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0509_STAMPING: PRIM TRAV STA 23 209 ORE 1913
 QE0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0509+STABILITY: SURFACE MOTION
 QE0509
 QE0509  HISTORY     - Date     Condition        Report By
 QE0509  HISTORY     - 1913     MONUMENTED       USGS
 QE0509  HISTORY     - 1930     GOOD             NGS
 QE0509  HISTORY     - 19961005 MARK NOT FOUND   USPSQD
 QE0509
 QE0509                          STATION DESCRIPTION
 QE0509
 QE0509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1930
 QE0509'IN RICKREALL.
 QE0509'EAST SIDE OF WEST SIDE PACIFIC HIGHWAY, 300 FT. NORTH OF INTERSECTION
 QE0509'WITH SALEM-DALLAS HIGHWAY, IN FENCE LINE OPPOSITE STORE, JUST SOUTH OF
 QE0509'A GATE.  USGS IRON POST SET IN CONCRETE IN DRAIN TILE.  CONCRETE IS
 QE0509'FLUSH WITH BRONZE CAP SO THAT MARK HAS APPEARANCE OF BEING BRONZE
 QE0509'TABLET SET IN CONCRETE POST.
 QE0509
 QE0509                          STATION RECOVERY (1996)
 QE0509
 QE0509'RECOVERY NOTE BY US POWER SQUADRON 1996
 QE0509'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0268 ***********************************************************************
 PB0268  DESIGNATION -  23
 PB0268  PID         -  PB0268
 PB0268  STATE/COUNTY-  OR/KLAMATH
 PB0268  USGS QUAD   -  BIG HOLE (1982)
 PB0268
 PB0268                         *CURRENT SURVEY CONTROL
 PB0268  ___________________________________________________________________
 PB0268* NAD 83(1986)-  43 26 34.     (N)    121 20 35.     (W)     SCALED    
 PB0268* NAVD 88     -      1455.059  (meters)    4773.81   (feet)  ADJUSTED  
 PB0268  ___________________________________________________________________
 PB0268  GEOID HEIGHT-         -20.86  (meters)                     GEOID03
 PB0268  DYNAMIC HT  -        1454.283 (meters)    4771.26  (feet)  COMP
 PB0268  MODELED GRAV-     980,035.5   (mgal)                       NAVD 88
 PB0268
 PB0268  VERT ORDER  -  SECOND    CLASS 0
 PB0268
 PB0268.The horizontal coordinates were scaled from a topographic map and have
 PB0268.an estimated accuracy of +/- 6 seconds.
 PB0268
 PB0268.The orthometric height was determined by differential leveling
 PB0268.and adjusted in June 1991.
 PB0268
 PB0268.The geoid height was determined by GEOID03.
 PB0268
 PB0268.The dynamic height is computed by dividing the NAVD 88
 PB0268.geopotential number by the normal gravity value computed on the
 PB0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0268.degrees latitude (g = 980.6199 gals.).
 PB0268
 PB0268.The modeled gravity was interpolated from observed gravity values.
 PB0268
 PB0268;                    North         East    Units  Estimated Accuracy
 PB0268;SPC OR S     -   197,640.    1,431,760.      MT  (+/- 180 meters Scaled)
 PB0268
 PB0268                          SUPERSEDED SURVEY CONTROL
 PB0268
 PB0268  NGVD 29 (??/??/92) 1453.781  (m)         4769.61   (f) ADJ UNCH    2 0
 PB0268
 PB0268.Superseded values are not recommended for survey control.
 PB0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0268.See file dsdata.txt to determine how the superseded data were derived.
 PB0268
 PB0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP340113(NAD 83)
 PB0268_MARKER: DD = SURVEY DISK
 PB0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0268_STAMPING: 4769 23 1929
 PB0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0268+STABILITY: SURFACE MOTION
 PB0268
 PB0268  HISTORY     - Date     Condition        Report By
 PB0268  HISTORY     - 1929     MONUMENTED       BPR
 PB0268  HISTORY     - 1931     GOOD             NGS
 PB0268  HISTORY     - 1977     MARK NOT FOUND   NGS
 PB0268  HISTORY     - 19860916 MARK NOT FOUND   USPSQD
 PB0268
 PB0268                          STATION DESCRIPTION
 PB0268
 PB0268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 PB0268'19.8 MI SE FROM LAPINE.
 PB0268'IN KLAMATH COUNTY, ABOUT 19.8 MILES SOUTHEAST ALONG THE FREMONT
 PB0268'HIGHWAY (OREGON 31) FROM LAPINE, DESCHUTES COUNTY, ABOUT 150 FEET EAST
 PB0268'OF THE TOP OF A HILL, 36 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 PB0268'AND EAST OF A LARGE PINE TREE.  A UNITES STATES BUREAU OF PUBLIC ROADS
 PB0268'STANDARD DISK, STAMPED 4769 23 1929 AND SET IN THE TOP OF A CONCRETE
 PB0268'POST.
 PB0268
 PB0268                          STATION RECOVERY (1977)
 PB0268
 PB0268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 PB0268'MARK NOT FOUND.
 PB0268
 PB0268                          STATION RECOVERY (1986)
 PB0268
 PB0268'RECOVERY NOTE BY US POWER SQUADRON 1986 (RCC)
 PB0268'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1005 ***********************************************************************
 RD1005  DESIGNATION -  23
 RD1005  PID         -  RD1005
 RD1005  STATE/COUNTY-  OR/TILLAMOOK
 RD1005  USGS QUAD   -  TILLAMOOK (1985)
 RD1005
 RD1005                         *CURRENT SURVEY CONTROL
 RD1005  ___________________________________________________________________
 RD1005* NAD 83(1986)-  45 27 25.     (N)    123 50 23.     (W)     SCALED    
 RD1005* NAVD 88     -         8.330  (meters)      27.33   (feet)  ADJUSTED  
 RD1005  ___________________________________________________________________
 RD1005  GEOID HEIGHT-         -22.22  (meters)                     GEOID03
 RD1005  DYNAMIC HT  -           8.331 (meters)      27.33  (feet)  COMP
 RD1005  MODELED GRAV-     980,687.3   (mgal)                       NAVD 88
 RD1005
 RD1005  VERT ORDER  -  FIRST     CLASS II
 RD1005
 RD1005.The horizontal coordinates were scaled from a topographic map and have
 RD1005.an estimated accuracy of +/- 6 seconds.
 RD1005
 RD1005.The orthometric height was determined by differential leveling
 RD1005.and adjusted in June 1991.
 RD1005
 RD1005.The geoid height was determined by GEOID03.
 RD1005
 RD1005.The dynamic height is computed by dividing the NAVD 88
 RD1005.geopotential number by the normal gravity value computed on the
 RD1005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1005.degrees latitude (g = 980.6199 gals.).
 RD1005
 RD1005.The modeled gravity was interpolated from observed gravity values.
 RD1005
 RD1005;                    North         East    Units  Estimated Accuracy
 RD1005;SPC OR N     -   204,340.    2,238,870.      MT  (+/- 180 meters Scaled)
 RD1005
 RD1005                          SUPERSEDED SURVEY CONTROL
 RD1005
 RD1005  NGVD 29 (??/??/92)    7.29   (m)           23.9    (f) COMPUTED    1 2
 RD1005
 RD1005.Superseded values are not recommended for survey control.
 RD1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1005.See file dsdata.txt to determine how the superseded data were derived.
 RD1005
 RD1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR343340(NAD 83)
 RD1005_MARKER: B = BOLT
 RD1005_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RD1005_SP_SET: BUILDING
 RD1005_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RD1005
 RD1005  HISTORY     - Date     Condition        Report By
 RD1005  HISTORY     - UNK      MONUMENTED       CGS
 RD1005  HISTORY     - 1964     GOOD             NGS
 RD1005  HISTORY     - 1987     MARK NOT FOUND   NGS
 RD1005
 RD1005                          STATION DESCRIPTION
 RD1005
 RD1005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 RD1005'IN TILLAMOOK.
 RD1005'IN THE NORTHWEST PART OF TILLAMOOK IN A BUILDING OCCUPIED BY THE
 RD1005'BARCLAY SHEET METAL WORKS, 60 FEET EAST OF THE CENTER OF STILLWELL
 RD1005'AVENUE, 30 FEET NORTH OF THE CENTER OF FIRST AVENUE AND 1 FOOT ABOVE
 RD1005'THE SIDEWALK.
 RD1005
 RD1005                          STATION RECOVERY (1987)
 RD1005
 RD1005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD1005'THE BUILDING HAS BEEN RESURFACED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0395 ***********************************************************************
 OA0395  DESIGNATION -  23
 OA0395  PID         -  OA0395
 OA0395  STATE/COUNTY-  OR/LANE
 OA0395  USGS QUAD   -  FLORENCE (1984)
 OA0395
 OA0395                         *CURRENT SURVEY CONTROL
 OA0395  ___________________________________________________________________
 OA0395* NAD 83(1986)-  43 59 10.     (N)    124 02 47.     (W)     SCALED    
 OA0395* NAVD 88     -         8.027  (meters)      26.34   (feet)  ADJUSTED  
 OA0395  ___________________________________________________________________
 OA0395  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 OA0395  DYNAMIC HT  -           8.026 (meters)      26.33  (feet)  COMP
 OA0395  MODELED GRAV-     980,538.8   (mgal)                       NAVD 88
 OA0395
 OA0395  VERT ORDER  -  FIRST     CLASS II
 OA0395
 OA0395.The horizontal coordinates were scaled from a topographic map and have
 OA0395.an estimated accuracy of +/- 6 seconds.
 OA0395
 OA0395.The orthometric height was determined by differential leveling
 OA0395.and adjusted in June 1991.
 OA0395.WARNING-Repeat measurements at this control monument indicate possible
 OA0395.vertical movement.
 OA0395
 OA0395.The geoid height was determined by GEOID03.
 OA0395
 OA0395.The dynamic height is computed by dividing the NAVD 88
 OA0395.geopotential number by the normal gravity value computed on the
 OA0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0395.degrees latitude (g = 980.6199 gals.).
 OA0395
 OA0395.The modeled gravity was interpolated from observed gravity values.
 OA0395
 OA0395;                    North         East    Units  Estimated Accuracy
 OA0395;SPC OR S     -   263,680.    1,215,580.      MT  (+/- 180 meters Scaled)
 OA0395
 OA0395                          SUPERSEDED SURVEY CONTROL
 OA0395
 OA0395  NGVD 29 (??/??/92)    6.970  (m)           22.87   (f) ADJ UNCH    1 2
 OA0395
 OA0395.Superseded values are not recommended for survey control.
 OA0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0395.See file dsdata.txt to determine how the superseded data were derived.
 OA0395
 OA0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP160708(NAD 83)
 OA0395_MARKER: DD = SURVEY DISK
 OA0395_SETTING: 0 = UNSPECIFIED SETTING
 OA0395_STAMPING: 23 1917
 OA0395_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OA0395
 OA0395  HISTORY     - Date     Condition        Report By
 OA0395  HISTORY     - 1917     MONUMENTED       USGS
 OA0395  HISTORY     - 1933     GOOD             NGS
 OA0395
 OA0395                          STATION DESCRIPTION
 OA0395
 OA0395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 OA0395'IN CUSHMAN.
 OA0395'PRIMARY TRAVERSE STATION NO. 9.  350 FEET WEST OF CUSHMAN STATION. 12
 OA0395'FEET EAST OF SIDETRACK.  12 FEET NORTHWEST OF MAIN TRACK.  50 FEET
 OA0395'SOUTH OF SEMAPHORE POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3702 ***********************************************************************
 RD3702  DESIGNATION -  23
 RD3702  PID         -  RD3702
 RD3702  STATE/COUNTY-  OR/MULTNOMAH
 RD3702  USGS QUAD   -  LINNTON (1990)
 RD3702
 RD3702                         *CURRENT SURVEY CONTROL
 RD3702  ___________________________________________________________________
 RD3702* NAD 83(1991)-  45 36 58.85563(N)    122 47 06.03903(W)     ADJUSTED  
 RD3702* NAVD 88     -        10.     (meters)      33.     (feet)  SCALED    
 RD3702  ___________________________________________________________________
 RD3702  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 RD3702  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 RD3702  HORZ ORDER  -  THIRD
 RD3702
 RD3702.The horizontal coordinates were established by classical geodetic methods
 RD3702.and adjusted by the National Geodetic Survey in October 1991.
 RD3702
 RD3702.The orthometric height was scaled from a topographic map.
 RD3702
 RD3702.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3702
 RD3702.The geoid height was determined by GEOID03.
 RD3702
 RD3702;                    North         East     Units Scale Factor Converg.
 RD3702;SPC OR N     -   219,174.578 2,321,813.288   MT  0.99992508   -1 37 13.8
 RD3702;SPC OR N     -   719,076.70  7,617,497.66   iFT  0.99992508   -1 37 13.8
 RD3702;SPC WA S     -    34,039.308   321,791.083   MT  1.00005623   -1 39 35.4
 RD3702;SPC WA S     -   111,677.30  1,055,742.91   sFT  1.00005623   -1 39 35.4
 RD3702;UTM  10      - 5,051,445.123   516,761.785   MT  0.99960345   +0 09 13.1
 RD3702
 RD3702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3702!SPC OR N     -   1.00000200  x   0.99992508  =   0.99992708
 RD3702!SPC WA S     -   1.00000200  x   1.00005623  =   1.00005823
 RD3702!UTM  10      -   1.00000200  x   0.99960345  =   0.99960545
 RD3702
 RD3702:                Primary Azimuth Mark                     Grid Az
 RD3702:SPC OR N     -  25                                       151 37 08.6
 RD3702:SPC WA S     -  25                                       151 39 30.2
 RD3702:UTM  10      -  25                                       149 50 41.7
 RD3702
 RD3702|---------------------------------------------------------------------|
 RD3702| PID    Reference Object                     Distance      Geod. Az  |
 RD3702|                                                           dddmmss.s |
 RD3702| RD3707 25                                  APPROX. 1.0 KM 1495954.8 |
 RD3702|---------------------------------------------------------------------|
 RD3702
 RD3702                          SUPERSEDED SURVEY CONTROL
 RD3702
 RD3702  NAD 83(1986)-  45 36 58.87501(N)    122 47 06.04108(W) AD(       ) 3
 RD3702  NAD 27      -  45 36 59.45300(N)    122 47 01.67900(W) AD(       ) 3
 RD3702
 RD3702.Superseded values are not recommended for survey control.
 RD3702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3702.See file dsdata.txt to determine how the superseded data were derived.
 RD3702
 RD3702_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1676251445(NAD 83)
 RD3702
 RD3702  HISTORY     - Date     Condition        Report By
 RD3702  HISTORY     - 1899     MONUMENTED       USE
 RD3702  HISTORY     - 1960     SEE DESCRIPTION  CGS
 RD3702  HISTORY     - 19941031 MARK NOT FOUND   USPSQD
 RD3702
 RD3702                          STATION DESCRIPTION
 RD3702
 RD3702'DESCRIBED BY US ENGINEERS 1899
 RD3702'THE STATION IS MARKED BY A PIPE.
 RD3702
 RD3702                          STATION RECOVERY (1960)
 RD3702
 RD3702'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ANS)
 RD3702'STATION WAS MARKED BY A PIPE.  STATION WAS NOT RECOVERED.
 RD3702'
 RD3702'IT IS QUITE SURE THAT THIS STATION HAS BEEN DESTROYED BY
 RD3702'CONSTRUCTION IN THE AREA.
 RD3702'
 RD3702'THIS STATION SHOULD BE CONSIDERED LOST.
 RD3702
 RD3702                          STATION RECOVERY (1994)
 RD3702
 RD3702'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD3702'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3690 ***********************************************************************
 RD3690  DESIGNATION -  23 2
 RD3690  PID         -  RD3690
 RD3690  STATE/COUNTY-  OR/MULTNOMAH
 RD3690  USGS QUAD   -  LINNTON (1990)
 RD3690
 RD3690                         *CURRENT SURVEY CONTROL
 RD3690  ___________________________________________________________________
 RD3690* NAD 83(1991)-  45 36 58.62395(N)    122 47 04.99379(W)     ADJUSTED  
 RD3690* NAVD 88     -        10.     (meters)      33.     (feet)  SCALED    
 RD3690  ___________________________________________________________________
 RD3690  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 RD3690  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 RD3690  HORZ ORDER  -  THIRD
 RD3690
 RD3690.The horizontal coordinates were established by classical geodetic methods
 RD3690.and adjusted by the National Geodetic Survey in October 1991.
 RD3690
 RD3690.The orthometric height was scaled from a topographic map.
 RD3690
 RD3690.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3690
 RD3690.The geoid height was determined by GEOID03.
 RD3690
 RD3690;                    North         East     Units Scale Factor Converg.
 RD3690;SPC OR N     -   219,166.789 2,321,835.721   MT  0.99992507   -1 37 13.1
 RD3690;SPC OR N     -   719,051.15  7,617,571.26   iFT  0.99992507   -1 37 13.1
 RD3690;SPC WA S     -    34,031.502   321,813.514   MT  1.00005625   -1 39 34.6
 RD3690;SPC WA S     -   111,651.69  1,055,816.50   sFT  1.00005625   -1 39 34.6
 RD3690;UTM  10      - 5,051,438.034   516,784.442   MT  0.99960346   +0 09 13.9
 RD3690
 RD3690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3690!SPC OR N     -   1.00000200  x   0.99992507  =   0.99992707
 RD3690!SPC WA S     -   1.00000200  x   1.00005625  =   1.00005825
 RD3690!UTM  10      -   1.00000200  x   0.99960346  =   0.99960546
 RD3690
 RD3690:                Primary Azimuth Mark                     Grid Az
 RD3690:SPC OR N     -  22 2                                     270 59 45.1
 RD3690:SPC WA S     -  22 2                                     271 02 06.6
 RD3690:UTM  10      -  22 2                                     269 13 18.1
 RD3690
 RD3690|---------------------------------------------------------------------|
 RD3690| PID    Reference Object                     Distance      Geod. Az  |
 RD3690|                                                           dddmmss.s |
 RD3690| RD3703 22 2                                APPROX. 0.8 KM 2692232.0 |
 RD3690|---------------------------------------------------------------------|
 RD3690
 RD3690                          SUPERSEDED SURVEY CONTROL
 RD3690
 RD3690  NAD 83(1986)-  45 36 58.64331(N)    122 47 04.99584(W) AD(       ) 3
 RD3690  NAD 27      -  45 36 59.22100(N)    122 47 00.63400(W) AD(       ) 3
 RD3690
 RD3690.Superseded values are not recommended for survey control.
 RD3690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3690.See file dsdata.txt to determine how the superseded data were derived.
 RD3690
 RD3690_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1678451438(NAD 83)
 RD3690
 RD3690  HISTORY     - Date     Condition        Report By
 RD3690  HISTORY     - 1913     MONUMENTED       USE
 RD3690  HISTORY     - 1960     SEE DESCRIPTION  CGS
 RD3690  HISTORY     - 19941031 MARK NOT FOUND   USPSQD
 RD3690
 RD3690                          STATION DESCRIPTION
 RD3690
 RD3690'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (ANS)
 RD3690'STATION WAS NOT RECOVERED.  FROM THE GEOGRAPHIC POSITION THE
 RD3690'STATION WAS ON THE EAST SIDE OF THE WILLAMETTE RIVER, JUST NORTH
 RD3690'OF THE OREGON SHIP YARDS.
 RD3690'
 RD3690'THERE HAS BEEN HEAVY CONSTRUCTION WORK IN THE AREA AND IT IS
 RD3690'QUITE CERTAIN THAT THIS STATION HAS BEEN DESTROYED.
 RD3690
 RD3690                          STATION RECOVERY (1994)
 RD3690
 RD3690'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD3690'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0627 ***********************************************************************
 NW0627  DESIGNATION -  23 BKC
 NW0627  PID         -  NW0627
 NW0627  STATE/COUNTY-  OR/MALHEUR
 NW0627  USGS QUAD   -  CAVIATTA RIDGE (1980)
 NW0627
 NW0627                         *CURRENT SURVEY CONTROL
 NW0627  ___________________________________________________________________
 NW0627* NAD 83(1986)-  42 31 42.     (N)    117 22 58.     (W)     SCALED    
 NW0627* NAVD 88     -      1525.711  (meters)    5005.60   (feet)  ADJUSTED  
 NW0627  ___________________________________________________________________
 NW0627  GEOID HEIGHT-         -17.70  (meters)                     GEOID03
 NW0627  DYNAMIC HT  -        1524.781 (meters)    5002.55  (feet)  COMP
 NW0627  MODELED GRAV-     979,957.3   (mgal)                       NAVD 88
 NW0627
 NW0627  VERT ORDER  -  SECOND    CLASS 0
 NW0627
 NW0627.The horizontal coordinates were scaled from a topographic map and have
 NW0627.an estimated accuracy of +/- 6 seconds.
 NW0627
 NW0627.The orthometric height was determined by differential leveling
 NW0627.and adjusted in August 1995.
 NW0627
 NW0627.The geoid height was determined by GEOID03.
 NW0627
 NW0627.The dynamic height is computed by dividing the NAVD 88
 NW0627.geopotential number by the normal gravity value computed on the
 NW0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0627.degrees latitude (g = 980.6199 gals.).
 NW0627
 NW0627.The modeled gravity was interpolated from observed gravity values.
 NW0627
 NW0627;                    North         East    Units  Estimated Accuracy
 NW0627;SPC OR S     -   100,480.    1,756,050.      MT  (+/- 180 meters Scaled)
 NW0627
 NW0627                          SUPERSEDED SURVEY CONTROL
 NW0627
 NW0627.No superseded survey control is available for this station.
 NW0627
 NW0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH685085(NAD 83)
 NW0627_MARKER: DB = BENCH MARK DISK
 NW0627_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0627_SP_SET: COPPER-CLAD STEEL ROD
 NW0627_STAMPING: 23 BKC 1973 5002
 NW0627_MARK LOGO: USGS  
 NW0627_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0627_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0627_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0627+SATELLITE: SATELLITE OBSERVATIONS - 1973
 NW0627
 NW0627  HISTORY     - Date     Condition        Report By
 NW0627  HISTORY     - 1973     MONUMENTED       USGS
 NW0627
 NW0627                          STATION DESCRIPTION
 NW0627
 NW0627'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 NW0627'FROM ROME, OREGON PROCEED 29.8 MILES SOUTH AND SOUTHEAST ALONG A
 NW0627'TRACK ROAD, THENCE 8.7 MILES SOUTHWEST, SOUTH AND WEST ALONG A TRACK
 NW0627'ROAD, ON A RIDGE, 50 FEET NORTH OF THE CENTERLINE OF THE ROAD, 4 FEET
 NW0627'EAST OF A CAIRN, SET ON 5/8-INCH COPPER-COATED ROD DRIVEN TO REFUSAL
 NW0627'(ROD DEPTH UNKNOWN) WITH THE TOP ENCASED IN 6-INCH DRAINPIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0763 ***********************************************************************
 PA0763  DESIGNATION -  23 FMK
 PA0763  PID         -  PA0763
 PA0763  STATE/COUNTY-  OR/HARNEY
 PA0763  USGS QUAD   -  JACKASS BUTTE (1967)
 PA0763
 PA0763                         *CURRENT SURVEY CONTROL
 PA0763  ___________________________________________________________________
 PA0763* NAD 83(1986)-  43 05 39.     (N)    118 55 01.     (W)     SCALED    
 PA0763* NAVD 88     -      1317.252  (meters)    4321.68   (feet)  ADJUSTED  
 PA0763  ___________________________________________________________________
 PA0763  GEOID HEIGHT-         -19.24  (meters)                     GEOID03
 PA0763  DYNAMIC HT  -        1316.547 (meters)    4319.37  (feet)  COMP
 PA0763  MODELED GRAV-     980,039.5   (mgal)                       NAVD 88
 PA0763
 PA0763  VERT ORDER  -  SECOND    CLASS 0
 PA0763
 PA0763.The horizontal coordinates were scaled from a topographic map and have
 PA0763.an estimated accuracy of +/- 6 seconds.
 PA0763
 PA0763.The orthometric height was determined by differential leveling
 PA0763.and adjusted in August 1995.
 PA0763
 PA0763.The geoid height was determined by GEOID03.
 PA0763
 PA0763.The dynamic height is computed by dividing the NAVD 88
 PA0763.geopotential number by the normal gravity value computed on the
 PA0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0763.degrees latitude (g = 980.6199 gals.).
 PA0763
 PA0763.The modeled gravity was interpolated from observed gravity values.
 PA0763
 PA0763;                    North         East    Units  Estimated Accuracy
 PA0763;SPC OR S     -   159,790.    1,628,870.      MT  (+/- 180 meters Scaled)
 PA0763
 PA0763                          SUPERSEDED SURVEY CONTROL
 PA0763
 PA0763.No superseded survey control is available for this station.
 PA0763
 PA0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH439730(NAD 83)
 PA0763_MARKER: DB = BENCH MARK DISK
 PA0763_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PA0763_SP_SET: COPPER-CLAD STEEL ROD
 PA0763_STAMPING: 23 FMK 1970 4318
 PA0763_MARK LOGO: USGS  
 PA0763_PROJECTION: FLUSH
 PA0763_MAGNETIC: I = MARKER IS A STEEL ROD
 PA0763_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PA0763_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PA0763+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2008
 PA0763_ROD/PIPE-DEPTH: 3.05 meters
 PA0763
 PA0763  HISTORY     - Date     Condition        Report By
 PA0763  HISTORY     - 1970     MONUMENTED       USGS
 PA0763  HISTORY     - 20081030 GOOD             INDIV
 PA0763
 PA0763                          STATION DESCRIPTION
 PA0763
 PA0763'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 PA0763'FROM THE BRIDGE OVER THE NARROWS, PROCEED 12.2 MILES SOUTH ALONG
 PA0763'STATE HIGHWAY 205, THENCE 1.9 MILES SOUTHWEST ALONG THE ROAD TO
 PA0763'FOSTER LAKE AND PLUSH, AT A Y-ROAD SOUTHEAST, 50 FEET WEST OF THE
 PA0763'CENTERLINE OF THE ROAD TO FOSTER LAKE AND PLUSH, WITNESS POST SET AT
 PA0763'BENCH MARK.
 PA0763
 PA0763                          STATION RECOVERY (2008)
 PA0763
 PA0763'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008
 PA0763'TURN RIGHT AT MILEPOST 34.5 ON STATE HIGHWAY 205, THENCE 1.9 MILES
 PA0763'SOUTHWEST ALONG COUNTY ROAD 411, JACK MOUNTAIN ROAD (THE ROAD TO
 PA0763'FOSTER LAKE AND PLUSH) . . .
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2705 ***********************************************************************
 QE2705  DESIGNATION -  23 KJO
 QE2705  PID         -  QE2705
 QE2705  STATE/COUNTY-  OR/LINCOLN
 QE2705  USGS QUAD   -  TOLEDO SOUTH (1984)
 QE2705
 QE2705                         *CURRENT SURVEY CONTROL
 QE2705  ___________________________________________________________________
 QE2705* NAD 83(1986)-  44 31 55.     (N)    123 52 48.     (W)     SCALED    
 QE2705* NAVD 88     -       165.547  (meters)     543.13   (feet)  ADJUSTED  
 QE2705  ___________________________________________________________________
 QE2705  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 QE2705  DYNAMIC HT  -         165.538 (meters)     543.10  (feet)  COMP
 QE2705  MODELED GRAV-     980,560.0   (mgal)                       NAVD 88
 QE2705
 QE2705  VERT ORDER  -  SECOND    CLASS I
 QE2705
 QE2705.The horizontal coordinates were scaled from a topographic map and have
 QE2705.an estimated accuracy of +/- 6 seconds.
 QE2705
 QE2705.The orthometric height was determined by differential leveling
 QE2705.and adjusted in August 1995.
 QE2705
 QE2705.The geoid height was determined by GEOID03.
 QE2705
 QE2705.The dynamic height is computed by dividing the NAVD 88
 QE2705.geopotential number by the normal gravity value computed on the
 QE2705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE2705.degrees latitude (g = 980.6199 gals.).
 QE2705
 QE2705.The modeled gravity was interpolated from observed gravity values.
 QE2705
 QE2705;                    North         East    Units  Estimated Accuracy
 QE2705;SPC OR N     -   101,770.    2,231,430.      MT  (+/- 180 meters Scaled)
 QE2705
 QE2705                          SUPERSEDED SURVEY CONTROL
 QE2705
 QE2705.No superseded survey control is available for this station.
 QE2705
 QE2705_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ300313(NAD 83)
 QE2705_MARKER: DB = BENCH MARK DISK
 QE2705_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QE2705_SP_SET: COPPER-CLAD STEEL ROD
 QE2705_STAMPING: 23 KJO 1979 540
 QE2705_MARK LOGO: USGS  
 QE2705_PROJECTION: PROJECTING 8 CENTIMETERS
 QE2705_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE2705_ROD/PIPE-DEPTH: 7.62 meters
 QE2705
 QE2705  HISTORY     - Date     Condition        Report By
 QE2705  HISTORY     - 1979     MONUMENTED       USGS
 QE2705
 QE2705                          STATION DESCRIPTION
 QE2705
 QE2705'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 QE2705'19.6 KM (12.20 MI) SW FROM HARLAN.
 QE2705'HARLAN, 12.24 MI SW OF.  52 FT SW OF ROCK LEDGE AT ABANDONED QUARRY,
 QE2705'20 FT SW OF CENTERLINE OF RD, 1.5 FT E OF SOUTHEAST CORNER OF SECTION
 QE2705'10 T12S R10W.
 QE2705'THE MARK IS 1 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0794 ***********************************************************************
 PA0794  DESIGNATION -  23 LRC
 PA0794  PID         -  PA0794
 PA0794  STATE/COUNTY-  OR/HARNEY
 PA0794  USGS QUAD   -  DRY VALLEY RIM (1984)
 PA0794
 PA0794                         *CURRENT SURVEY CONTROL
 PA0794  ___________________________________________________________________
 PA0794* NAD 83(1986)-  43 00 48.     (N)    119 43 45.     (W)     SCALED    
 PA0794* NAVD 88     -      1378.592  (meters)    4522.93   (feet)  ADJUSTED  
 PA0794  ___________________________________________________________________
 PA0794  GEOID HEIGHT-         -19.82  (meters)                     GEOID03
 PA0794  DYNAMIC HT  -        1377.814 (meters)    4520.38  (feet)  COMP
 PA0794  MODELED GRAV-     980,007.6   (mgal)                       NAVD 88
 PA0794
 PA0794  VERT ORDER  -  SECOND    CLASS 0
 PA0794
 PA0794.The horizontal coordinates were scaled from a topographic map and have
 PA0794.an estimated accuracy of +/- 6 seconds.
 PA0794
 PA0794.The orthometric height was determined by differential leveling
 PA0794.and adjusted in August 1995.
 PA0794
 PA0794.The geoid height was determined by GEOID03.
 PA0794
 PA0794.The dynamic height is computed by dividing the NAVD 88
 PA0794.geopotential number by the normal gravity value computed on the
 PA0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0794.degrees latitude (g = 980.6199 gals.).
 PA0794
 PA0794.The modeled gravity was interpolated from observed gravity values.
 PA0794
 PA0794;                    North         East    Units  Estimated Accuracy
 PA0794;SPC OR S     -   149,880.    1,562,830.      MT  (+/- 180 meters Scaled)
 PA0794
 PA0794                          SUPERSEDED SURVEY CONTROL
 PA0794
 PA0794.No superseded survey control is available for this station.
 PA0794
 PA0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKH775659(NAD 83)
 PA0794_MARKER: DB = BENCH MARK DISK
 PA0794_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PA0794+WITH SETTING: INFORMATION.
 PA0794_SP_SET: METAL ROD DRIVEN INTO GROUND
 PA0794_STAMPING: 23 LRC 1970 4519
 PA0794_MARK LOGO: USGS  
 PA0794_MAGNETIC: I = MARKER IS A STEEL ROD
 PA0794_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PA0794
 PA0794  HISTORY     - Date     Condition        Report By
 PA0794  HISTORY     - 1970     MONUMENTED       USGS
 PA0794
 PA0794                          STATION DESCRIPTION
 PA0794
 PA0794'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 PA0794'FROM WAGONTIRE, OREGON, PROCEED 4.5 MILES SOUTHWEST ALONG U S HIGHWAY
 PA0794'395 TO DRY VALLEY ROAD, THENCE 19.1 MILES SOUTH ALONG DRY VALLEY ROAD
 PA0794'TO A CROSSROAD, 0.7 MILE NORTH OF A FENCE CORNER, 35 FEET WEST OF THE
 PA0794'CENTERLINE OF THE MAIN ROAD, 24 FEET SOUTH OF THE CROSSROAD, 3 FEET
 PA0794'EAST OF A WITNESS POST.  THE ROD DEPTH IS UNKNOWN AND FLUSH WITH THE
 PA0794'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0363 ***********************************************************************
 NZ0363  DESIGNATION -  23 M
 NZ0363  PID         -  NZ0363
 NZ0363  STATE/COUNTY-  OR/JACKSON
 NZ0363  USGS QUAD   -  ABBOTT BUTTE (1989)
 NZ0363
 NZ0363                         *CURRENT SURVEY CONTROL
 NZ0363  ___________________________________________________________________
 NZ0363* NAD 83(1986)-  42 54 31.     (N)    122 34 57.     (W)     SCALED    
 NZ0363* NAVD 88     -      1528.841  (meters)    5015.87   (feet)  ADJUSTED  
 NZ0363  ___________________________________________________________________
 NZ0363  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 NZ0363  DYNAMIC HT  -        1528.228 (meters)    5013.86  (feet)  COMP
 NZ0363  MODELED GRAV-     980,161.9   (mgal)                       NAVD 88
 NZ0363
 NZ0363  VERT ORDER  -  SECOND    CLASS 0
 NZ0363
 NZ0363.The horizontal coordinates were scaled from a topographic map and have
 NZ0363.an estimated accuracy of +/- 6 seconds.
 NZ0363
 NZ0363.The orthometric height was determined by differential leveling
 NZ0363.and adjusted in June 1991.
 NZ0363
 NZ0363.The geoid height was determined by GEOID03.
 NZ0363
 NZ0363.The dynamic height is computed by dividing the NAVD 88
 NZ0363.geopotential number by the normal gravity value computed on the
 NZ0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0363.degrees latitude (g = 980.6199 gals.).
 NZ0363
 NZ0363.The modeled gravity was interpolated from observed gravity values.
 NZ0363
 NZ0363;                    North         East    Units  Estimated Accuracy
 NZ0363;SPC OR S     -   140,070.    1,329,970.      MT  (+/- 180 meters Scaled)
 NZ0363
 NZ0363                          SUPERSEDED SURVEY CONTROL
 NZ0363
 NZ0363  NGVD 29 (??/??/92) 1527.774  (m)         5012.37   (f) ADJ UNCH    2 0
 NZ0363
 NZ0363.Superseded values are not recommended for survey control.
 NZ0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0363.See file dsdata.txt to determine how the superseded data were derived.
 NZ0363
 NZ0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN340507(NAD 83)
 NZ0363_MARKER: DB = BENCH MARK DISK
 NZ0363_SETTING: 80 = SET IN A BOULDER
 NZ0363_SP_SET: BOULDER
 NZ0363_STAMPING: 23 M 5012 1944
 NZ0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0363+STABILITY: SURFACE MOTION
 NZ0363
 NZ0363  HISTORY     - Date     Condition        Report By
 NZ0363  HISTORY     - 1944     MONUMENTED       USGS
 NZ0363  HISTORY     - 1967     GOOD             NGS
 NZ0363
 NZ0363                          STATION DESCRIPTION
 NZ0363
 NZ0363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 NZ0363'1.5 MI S FROM HUCKLEBERRY GAP.
 NZ0363'FROM HUCKLEBERRY GAP GO EAST AND SOUTH ON FOREST SERVICE ROAD 3017 FOR
 NZ0363'1.0 MILE TO THE JUNCTION WITH FOREST SERVICE ROAD 3017A, TURN SHARP
 NZ0363'RIGHT AND GO SOUTHWEST ON ROAD 3017A FOR 0.2 MILE TO AN OLD ROAD ON
 NZ0363'THE LEFT, TURN LEFT AND GO SOUTH ON THE OLD ROAD FOR 0.25 MILE TO THE
 NZ0363'BENCH MARK ON THE RIGHT, 650 FEET EAST OF FOREST SERVICE ROAD 3017A,
 NZ0363'350 FEET SOUTHEAST OF A SNOW COURSE MARKER, 120 FEET WEST OF A SNOW
 NZ0363'COURSE MARKER, 36 FEET SOUTHWEST OF THE CENTER OF THE ROAD, WHERE THE
 NZ0363'ROAD CROSSES A SMALL WASH, 18 FEET WEST OF THE WASH AND 7 FEET HIGHER
 NZ0363'THAN THE ROAD CEMENTED IN A DRILL HOLE IN A 2 BY 6 FOOT BOULDER THAT
 NZ0363'PROJECTS 2 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0873 ***********************************************************************
 PB0873  DESIGNATION -  23 PSM
 PB0873  PID         -  PB0873
 PB0873  STATE/COUNTY-  OR/DESCHUTES
 PB0873  USGS QUAD   -  MILLICAN SE (1981)
 PB0873
 PB0873                         *CURRENT SURVEY CONTROL
 PB0873  ___________________________________________________________________
 PB0873* NAD 83(1986)-  43 46 00.     (N)    120 46 41.     (W)     SCALED    
 PB0873* NAVD 88     -      1457.153  (meters)    4780.68   (feet)  ADJUSTED  
 PB0873  ___________________________________________________________________
 PB0873  GEOID HEIGHT-         -20.13  (meters)                     GEOID03
 PB0873  DYNAMIC HT  -        1456.432 (meters)    4778.31  (feet)  COMP
 PB0873  MODELED GRAV-     980,073.2   (mgal)                       NAVD 88
 PB0873
 PB0873  VERT ORDER  -  THIRD
 PB0873
 PB0873.The horizontal coordinates were scaled from a topographic map and have
 PB0873.an estimated accuracy of +/- 6 seconds.
 PB0873
 PB0873.The orthometric height was determined by differential leveling
 PB0873.and adjusted in August 1995.
 PB0873
 PB0873.The geoid height was determined by GEOID03.
 PB0873
 PB0873.The dynamic height is computed by dividing the NAVD 88
 PB0873.geopotential number by the normal gravity value computed on the
 PB0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0873.degrees latitude (g = 980.6199 gals.).
 PB0873
 PB0873.The modeled gravity was interpolated from observed gravity values.
 PB0873
 PB0873;                    North         East    Units  Estimated Accuracy
 PB0873;SPC OR S     -   233,320.    1,477,610.      MT  (+/- 180 meters Scaled)
 PB0873
 PB0873                          SUPERSEDED SURVEY CONTROL
 PB0873
 PB0873.No superseded survey control is available for this station.
 PB0873
 PB0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP788483(NAD 83)
 PB0873_MARKER: DB = BENCH MARK DISK
 PB0873_SETTING: 66 = SET IN ROCK OUTCROP
 PB0873_SP_SET: OUTCROP
 PB0873_STAMPING: 23 PSM 1978 4777
 PB0873_MARK LOGO: USGS  
 PB0873_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PB0873+STABILITY: POSITION/ELEVATION WELL
 PB0873
 PB0873  HISTORY     - Date     Condition        Report By
 PB0873  HISTORY     - 1978     MONUMENTED       USGS
 PB0873
 PB0873                          STATION DESCRIPTION
 PB0873
 PB0873'DESCRIBED BY US GEOLOGICAL SURVEY 1978
 PB0873'25.6 KM (15.90 MI) SE FROM MILLICAN.
 PB0873'MILLICAN, 8.2 MI ESE OF, ALONG US HWY 20 TO T-RD, THENCE 5.7 MI S TO
 PB0873'X-RD, THENCE 2.0 MI SE ALONG MAIN RD.  IN SEC 10 T21S R16E, ON SMALL
 PB0873'RISE, 100 FT NE OF WOOD POST GATE, 58 FT E OF FENCE, 33 FT E OF RD, 2
 PB0873'FT N OF CAIRN, SET IN 4 FT BY 5 FT ROCK OUTCROP PROJECTING 1 FT ABOVE
 PB0873'GROUND.
 PB0873'THE MARK IS 1 FT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0681 ***********************************************************************
 NW0681  DESIGNATION -  23 RTV
 NW0681  PID         -  NW0681
 NW0681  STATE/COUNTY-  OR/MALHEUR
 NW0681  USGS QUAD   -  GRASSHOPPER FLAT NORTH (1982)
 NW0681
 NW0681                         *CURRENT SURVEY CONTROL
 NW0681  ___________________________________________________________________
 NW0681* NAD 83(1986)-  42 18 23.     (N)    117 32 46.     (W)     SCALED    
 NW0681* NAVD 88     -      1659.613  (meters)    5444.91   (feet)  ADJUSTED  
 NW0681  ___________________________________________________________________
 NW0681  GEOID HEIGHT-         -17.90  (meters)                     GEOID03
 NW0681  DYNAMIC HT  -        1658.481 (meters)    5441.20  (feet)  COMP
 NW0681  MODELED GRAV-     979,880.6   (mgal)                       NAVD 88
 NW0681
 NW0681  VERT ORDER  -  SECOND    CLASS 0
 NW0681
 NW0681.The horizontal coordinates were scaled from a topographic map and have
 NW0681.an estimated accuracy of +/- 6 seconds.
 NW0681
 NW0681.The orthometric height was determined by differential leveling
 NW0681.and adjusted in August 1995.
 NW0681
 NW0681.The geoid height was determined by GEOID03.
 NW0681
 NW0681.The dynamic height is computed by dividing the NAVD 88
 NW0681.geopotential number by the normal gravity value computed on the
 NW0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0681.degrees latitude (g = 980.6199 gals.).
 NW0681
 NW0681.The modeled gravity was interpolated from observed gravity values.
 NW0681
 NW0681;                    North         East    Units  Estimated Accuracy
 NW0681;SPC OR S     -    75,360.    1,743,510.      MT  (+/- 180 meters Scaled)
 NW0681
 NW0681                          SUPERSEDED SURVEY CONTROL
 NW0681
 NW0681.No superseded survey control is available for this station.
 NW0681
 NW0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG549839(NAD 83)
 NW0681_MARKER: DB = BENCH MARK DISK
 NW0681_SETTING: 66 = SET IN ROCK OUTCROP
 NW0681_SP_SET: BEDROCK
 NW0681_STAMPING: 23 RTV 1979
 NW0681_MARK LOGO: USGS  
 NW0681_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0681_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0681+STABILITY: POSITION/ELEVATION WELL
 NW0681
 NW0681  HISTORY     - Date     Condition        Report By
 NW0681  HISTORY     - 1979     MONUMENTED       USGS
 NW0681
 NW0681                          STATION DESCRIPTION
 NW0681
 NW0681'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 NW0681'FROM THE MCDERMITT, NEVADA POST OFFICE, PROCEED 15.3 MILES NORTH
 NW0681'ALONG U S HIGHWAY 95, THENCE 16.15 MILES EAST TO A ROAD JUNCTION TO
 NW0681'ANDERSON CROSSING, THENCE 1.9 MILES NORTHEAST, 580 FEET NORTHEAST OF
 NW0681'A DRAIN CROSSING THE ROAD, 63 FEET NORTHWEST OF THE CENTERLINE OF THE
 NW0681'ROAD, SET ON 4.5 FEET OF COPPER-COATED ROD CEMENTED IN BEDROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0380 ***********************************************************************
 NX0380  DESIGNATION -  23 STR
 NX0380  PID         -  NX0380
 NX0380  STATE/COUNTY-  OR/HARNEY
 NX0380  USGS QUAD   -  MICKEY SPRINGS (1981)
 NX0380
 NX0380                         *CURRENT SURVEY CONTROL
 NX0380  ___________________________________________________________________
 NX0380* NAD 83(1986)-  42 43 49.     (N)    118 17 44.     (W)     SCALED    
 NX0380* NAVD 88     -      1197.073  (meters)    3927.40   (feet)  ADJUSTED  
 NX0380  ___________________________________________________________________
 NX0380  GEOID HEIGHT-         -18.76  (meters)                     GEOID03
 NX0380  DYNAMIC HT  -        1196.408 (meters)    3925.22  (feet)  COMP
 NX0380  MODELED GRAV-     980,023.9   (mgal)                       NAVD 88
 NX0380
 NX0380  VERT ORDER  -  SECOND    CLASS 0
 NX0380
 NX0380.The horizontal coordinates were scaled from a topographic map and have
 NX0380.an estimated accuracy of +/- 6 seconds.
 NX0380
 NX0380.The orthometric height was determined by differential leveling
 NX0380.and adjusted in August 1995.
 NX0380
 NX0380.The geoid height was determined by GEOID03.
 NX0380
 NX0380.The dynamic height is computed by dividing the NAVD 88
 NX0380.geopotential number by the normal gravity value computed on the
 NX0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0380.degrees latitude (g = 980.6199 gals.).
 NX0380
 NX0380.The modeled gravity was interpolated from observed gravity values.
 NX0380
 NX0380;                    North         East    Units  Estimated Accuracy
 NX0380;SPC OR S     -   120,530.    1,680,500.      MT  (+/- 180 meters Scaled)
 NX0380
 NX0380                          SUPERSEDED SURVEY CONTROL
 NX0380
 NX0380.No superseded survey control is available for this station.
 NX0380
 NX0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH939316(NAD 83)
 NX0380_MARKER: DB = BENCH MARK DISK
 NX0380_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NX0380+WITH SETTING: INFORMATION.
 NX0380_SP_SET: SHALLOW-SET METAL ROD
 NX0380_STAMPING: 23 STR 1975 3924
 NX0380_MARK LOGO: USGS  
 NX0380_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NX0380
 NX0380  HISTORY     - Date     Condition        Report By
 NX0380  HISTORY     - 1975     MONUMENTED       USGS
 NX0380
 NX0380                          STATION DESCRIPTION
 NX0380
 NX0380'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 NX0380'25.6 KM (15.90 MI) NE FROM ALVORD RANCH.
 NX0380'ALVORD RANCH, 4.7 MI N OF, ALONG MAIN RD TO CATTLEGUARD, THENCE 0.1
 NX0380'MI S, THENCE 11.0 MI NE ALONG TRACK RD.  4.9 MI NE OF MICKEY HOT
 NX0380'SPRINGS.  IN MICKEY FLAT, 20 FT W OF CENTERLINE OF RD.  SET ON
 NX0380'COPPER-COATED ROD OF UNRECORDED DEPTH, PROJECTING 0.3 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0655 ***********************************************************************
 QB0655  DESIGNATION -  2310
 QB0655  PID         -  QB0655
 QB0655  STATE/COUNTY-  OR/MALHEUR
 QB0655  USGS QUAD   -  WILLOW CREEK (1988)
 QB0655
 QB0655                         *CURRENT SURVEY CONTROL
 QB0655  ___________________________________________________________________
 QB0655* NAD 83(1986)-  44 04 05.     (N)    117 17 21.     (W)     SCALED    
 QB0655* NAVD 88     -       707.493  (meters)    2321.17   (feet)  ADJUSTED  
 QB0655  ___________________________________________________________________
 QB0655  GEOID HEIGHT-         -17.93  (meters)                     GEOID03
 QB0655  DYNAMIC HT  -         707.269 (meters)    2320.43  (feet)  COMP
 QB0655  MODELED GRAV-     980,279.7   (mgal)                       NAVD 88
 QB0655
 QB0655  VERT ORDER  -  FIRST     CLASS II
 QB0655
 QB0655.The horizontal coordinates were scaled from a topographic map and have
 QB0655.an estimated accuracy of +/- 6 seconds.
 QB0655
 QB0655.The orthometric height was determined by differential leveling
 QB0655.and adjusted in June 1991.
 QB0655
 QB0655.The geoid height was determined by GEOID03.
 QB0655
 QB0655.The dynamic height is computed by dividing the NAVD 88
 QB0655.geopotential number by the normal gravity value computed on the
 QB0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0655.degrees latitude (g = 980.6199 gals.).
 QB0655
 QB0655.The modeled gravity was interpolated from observed gravity values.
 QB0655
 QB0655;                    North         East    Units  Estimated Accuracy
 QB0655;SPC OR S     -   271,700.    1,757,180.      MT  (+/- 180 meters Scaled)
 QB0655
 QB0655                          SUPERSEDED SURVEY CONTROL
 QB0655
 QB0655  NGVD 29 (??/??/92)  706.436  (m)         2317.70   (f) ADJ UNCH    1 2
 QB0655
 QB0655.Superseded values are not recommended for survey control.
 QB0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0655.See file dsdata.txt to determine how the superseded data were derived.
 QB0655
 QB0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ768794(NAD 83)
 QB0655_MARKER: P = PIPE CAP
 QB0655_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QB0655_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QB0655_STAMPING: 2318.211 1904
 QB0655_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB0655
 QB0655  HISTORY     - Date     Condition        Report By
 QB0655  HISTORY     - 1904     MONUMENTED       USGS
 QB0655  HISTORY     - 1935     GOOD             NGS
 QB0655  HISTORY     - 1963     MARK NOT FOUND   NGS
 QB0655  HISTORY     - 1985     MARK NOT FOUND   NGS
 QB0655  HISTORY     - 19851028 MARK NOT FOUND   USPSQD
 QB0655
 QB0655                          STATION DESCRIPTION
 QB0655
 QB0655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 QB0655'6.6 MI NW FROM VALE.
 QB0655'ABOUT 6.6 MILES NORTHWEST ALONG THE JOHN DAY HIGHWAY (U. S. 28) FROM
 QB0655'VALE, MALHEUR COUNTY, NEAR THE MIDDLE OF A LONG CURVE, NEAR A ROAD
 QB0655'INTERSECTION, ABOUT 390 FEET SOUTH OF THE CENTER LINE OF THE CROSS
 QB0655'ROAD, ABOUT 276 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 18
 QB0655'FEET NORTHWEST OF THE EDGE OF AN ABANDONED ROAD, AND AT A CURVE IN THE
 QB0655'ABANDONED ROAD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 QB0655'STAMPED 2318.211 1904 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON
 QB0655'PIPE.
 QB0655
 QB0655                          STATION RECOVERY (1963)
 QB0655
 QB0655'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 QB0655'MARK NOT FOUND.
 QB0655
 QB0655                          STATION RECOVERY (1985)
 QB0655
 QB0655'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QB0655'NOT RECOVERED.
 QB0655
 QB0655                          STATION RECOVERY (1985)
 QB0655
 QB0655'RECOVERY NOTE BY US POWER SQUADRON 1985 (CLM)
 QB0655'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0413 ***********************************************************************
 QC0413  DESIGNATION -  2312
 QC0413  PID         -  QC0413
 QC0413  STATE/COUNTY-  OR/GRANT
 QC0413  USGS QUAD   -  DAYVILLE (1992)
 QC0413
 QC0413                         *CURRENT SURVEY CONTROL
 QC0413  ___________________________________________________________________
 QC0413* NAD 83(1986)-  44 28 52.     (N)    119 33 30.     (W)     SCALED    
 QC0413* NAVD 88     -       705.729  (meters)    2315.38   (feet)  ADJUSTED  
 QC0413  ___________________________________________________________________
 QC0413  GEOID HEIGHT-         -19.04  (meters)                     GEOID03
 QC0413  DYNAMIC HT  -         705.513 (meters)    2314.67  (feet)  COMP
 QC0413  MODELED GRAV-     980,289.5   (mgal)                       NAVD 88
 QC0413
 QC0413  VERT ORDER  -  FIRST     CLASS II
 QC0413
 QC0413.The horizontal coordinates were scaled from a topographic map and have
 QC0413.an estimated accuracy of +/- 6 seconds.
 QC0413
 QC0413.The orthometric height was determined by differential leveling
 QC0413.and adjusted in June 1991.
 QC0413
 QC0413.The geoid height was determined by GEOID03.
 QC0413
 QC0413.The dynamic height is computed by dividing the NAVD 88
 QC0413.geopotential number by the normal gravity value computed on the
 QC0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0413.degrees latitude (g = 980.6199 gals.).
 QC0413
 QC0413.The modeled gravity was interpolated from observed gravity values.
 QC0413
 QC0413;                    North         East    Units  Estimated Accuracy
 QC0413;SPC OR N     -    90,940.    2,574,910.      MT  (+/- 180 meters Scaled)
 QC0413
 QC0413                          SUPERSEDED SURVEY CONTROL
 QC0413
 QC0413  NGVD 29 (??/??/92)  704.597  (m)         2311.67   (f) ADJ UNCH    1 2
 QC0413
 QC0413.Superseded values are not recommended for survey control.
 QC0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0413.See file dsdata.txt to determine how the superseded data were derived.
 QC0413
 QC0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKK965284(NAD 83)
 QC0413_MARKER: Q = CHISELED SQUARE
 QC0413_SETTING: 80 = SET IN A BOULDER
 QC0413_SP_SET: BOULDER
 QC0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0413+STABILITY: SURFACE MOTION
 QC0413
 QC0413  HISTORY     - Date     Condition        Report By
 QC0413  HISTORY     - UNK      MONUMENTED       USGS
 QC0413  HISTORY     - 1963     GOOD             NGS
 QC0413
 QC0413                          STATION DESCRIPTION
 QC0413
 QC0413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 QC0413'1.55 MI NW FROM DAYVILLE.
 QC0413'1.55 MILE NORTHWEST ALONG U.S. HIGHWAY 26 FROM THE POST OFFICE IN
 QC0413'DAYVILLE, A CHISELED SQUARE IN TOP OF A 2 BY 3 FOOT BOULDER THAT
 QC0413'PROJECTS 4 INCHES.  IT IS 108 FEET WEST OF A TELEPHONE POLE, 20 FEET
 QC0413'NORTH OF THE CENTER OF THE HIGHWAY AND 16 FEET SOUTH OF THE FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1446 ***********************************************************************
 RC1446  DESIGNATION -  2313.17
 RC1446  PID         -  RC1446
 RC1446  STATE/COUNTY-  OR/HOOD RIVER
 RC1446  USGS QUAD   -  DOG RIVER (1996)
 RC1446
 RC1446                         *CURRENT SURVEY CONTROL
 RC1446  ___________________________________________________________________
 RC1446* NAD 83(1986)-  45 28 36.     (N)    121 35 14.     (W)     SCALED    
 RC1446* NAVD 88     -       706.522  (meters)    2317.98   (feet)  ADJUSTED  
 RC1446  ___________________________________________________________________
 RC1446  GEOID HEIGHT-         -21.02  (meters)                     GEOID03
 RC1446  DYNAMIC HT  -         706.406 (meters)    2317.60  (feet)  COMP
 RC1446  MODELED GRAV-     980,429.4   (mgal)                       NAVD 88
 RC1446
 RC1446  VERT ORDER  -  SECOND    CLASS 0
 RC1446
 RC1446.The horizontal coordinates were scaled from a topographic map and have
 RC1446.an estimated accuracy of +/- 6 seconds.
 RC1446
 RC1446.The orthometric height was determined by differential leveling
 RC1446.and adjusted in June 1991.
 RC1446
 RC1446.The geoid height was determined by GEOID03.
 RC1446
 RC1446.The dynamic height is computed by dividing the NAVD 88
 RC1446.geopotential number by the normal gravity value computed on the
 RC1446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1446.degrees latitude (g = 980.6199 gals.).
 RC1446
 RC1446.The modeled gravity was interpolated from observed gravity values.
 RC1446
 RC1446;                    North         East    Units  Estimated Accuracy
 RC1446;SPC OR N     -   201,700.    2,415,000.      MT  (+/- 180 meters Scaled)
 RC1446
 RC1446                          SUPERSEDED SURVEY CONTROL
 RC1446
 RC1446  NGVD 29 (??/??/92)  705.446  (m)         2314.45   (f) ADJ UNCH    2 0
 RC1446
 RC1446.Superseded values are not recommended for survey control.
 RC1446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1446.See file dsdata.txt to determine how the superseded data were derived.
 RC1446
 RC1446_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR104368(NAD 83)
 RC1446_MARKER: Q = CHISELED SQUARE
 RC1446_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RC1446_SP_SET: CULVERT
 RC1446_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC1446
 RC1446  HISTORY     - Date     Condition        Report By
 RC1446  HISTORY     - UNK      MONUMENTED       PG+E
 RC1446  HISTORY     - 1961     MARK NOT FOUND   NGS
 RC1446
 RC1446                          STATION DESCRIPTION
 RC1446
 RC1446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RC1446'4.6 MI S FROM MT. HOOD.
 RC1446'REACHED FROM THE POST OFFICE AT MT. HOOD GO SOUTH ON THE OLD HIGHWAY
 RC1446'FOR ABOUT 4.6 MILES TO A SMALL CULVERT, AND ON TOP OF THE WEST
 RC1446'CONCRETE HEAD WALL.  THE CHISELED SQUARE IS AS DESCRIBED BUT THE HEAD
 RC1446'WALL IS CRACKED AND SETTLED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0550 ***********************************************************************
 QC0550  DESIGNATION -  2319
 QC0550  PID         -  QC0550
 QC0550  STATE/COUNTY-  OR/GRANT
 QC0550  USGS QUAD   -  DAYVILLE (1992)
 QC0550
 QC0550                         *CURRENT SURVEY CONTROL
 QC0550  ___________________________________________________________________
 QC0550* NAD 83(1986)-  44 29 19.     (N)    119 34 52.     (W)     SCALED    
 QC0550* NAVD 88     -       708.15   (+/-2cm)    2323.3    (feet)  VERTCON   
 QC0550  ___________________________________________________________________
 QC0550  GEOID HEIGHT-         -19.07  (meters)                     GEOID03
 QC0550  VERT ORDER  -  ? (See Below)
 QC0550
 QC0550.The horizontal coordinates were scaled from a topographic map and have
 QC0550.an estimated accuracy of +/- 6 seconds.
 QC0550
 QC0550.The NAVD 88 height was computed by applying the VERTCON shift value to
 QC0550.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QC0550.The vertical order pertains to the NGVD 29 superseded value.
 QC0550
 QC0550.The geoid height was determined by GEOID03.
 QC0550
 QC0550;                    North         East    Units  Estimated Accuracy
 QC0550;SPC OR N     -    91,750.    2,573,090.      MT  (+/- 180 meters Scaled)
 QC0550
 QC0550                          SUPERSEDED SURVEY CONTROL
 QC0550
 QC0550  NGVD 29 (??/??/92)  707.015  (m)         2319.60   (f) ADJ UNCH    ?  
 QC0550
 QC0550.Superseded values are not recommended for survey control.
 QC0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0550.See file dsdata.txt to determine how the superseded data were derived.
 QC0550
 QC0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKK947293(NAD 83)
 QC0550_MARKER: Q = CHISELED SQUARE
 QC0550_SETTING: 80 = SET IN A BOULDER
 QC0550_SP_SET: BOULDER
 QC0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0550+STABILITY: SURFACE MOTION
 QC0550
 QC0550  HISTORY     - Date     Condition        Report By
 QC0550  HISTORY     - UNK      MONUMENTED       ORHD
 QC0550  HISTORY     - 1930     GOOD             NGS
 QC0550
 QC0550                          STATION DESCRIPTION
 QC0550
 QC0550'DESCRIBED BY NATIONAL GEODETIC SURVEY 1930
 QC0550'2.8 MI NW FROM DAYVILLE.
 QC0550'ABOUT 2.8 MILES NORTHWEST ALONG THE JOHN DAY HIGHWAY (U.S. 28) FROM
 QC0550'DAYVILLE, GRANT COUNTY, AT MILEAGE 128.2, ABOUT 148 FEET NORTHWEST OF
 QC0550'THE BRIDGE OVER BATTLE CREEK, 50 FEET NORTHWEST OF A JOG IN THE
 QC0550'SOUTHWEST RIGHT-OF-WAY FENCE, 26 FEET SOUTHWEST OF THE CENTER LINE OF
 QC0550'THE HIGHWAY, AND ON THE TOP OF A 1-BY 1-1/2-FOOT BOULDER PROJECTING
 QC0550'ABOUT 6 INCHES ABOVE GROUND.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1142 ***********************************************************************
 RC1142  DESIGNATION -  2325
 RC1142  PID         -  RC1142
 RC1142  STATE/COUNTY-  OR/WASCO
 RC1142  USGS QUAD   -  POSTAGE STAMP BUTTE (1987)
 RC1142
 RC1142                         *CURRENT SURVEY CONTROL
 RC1142  ___________________________________________________________________
 RC1142* NAD 83(1986)-  45 20 55.     (N)    121 09 54.     (W)     SCALED    
 RC1142* NAVD 88     -       709.67   (+/-2cm)    2328.3    (feet)  VERTCON   
 RC1142  ___________________________________________________________________
 RC1142  GEOID HEIGHT-         -21.13  (meters)                     GEOID03
 RC1142  VERT ORDER  -  ? (See Below)
 RC1142
 RC1142.The horizontal coordinates were scaled from a topographic map and have
 RC1142.an estimated accuracy of +/- 6 seconds.
 RC1142
 RC1142.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC1142.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC1142.The vertical order pertains to the NGVD 29 superseded value.
 RC1142
 RC1142.The geoid height was determined by GEOID03.
 RC1142
 RC1142;                    North         East    Units  Estimated Accuracy
 RC1142;SPC OR N     -   187,120.    2,447,890.      MT  (+/- 180 meters Scaled)
 RC1142
 RC1142                          SUPERSEDED SURVEY CONTROL
 RC1142
 RC1142  NGVD 29 (??/??/92)  708.627  (m)         2324.89   (f) ADJ UNCH    ?  
 RC1142
 RC1142.Superseded values are not recommended for survey control.
 RC1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1142.See file dsdata.txt to determine how the superseded data were derived.
 RC1142
 RC1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR437233(NAD 83)
 RC1142_MARKER: DD = SURVEY DISK
 RC1142_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RC1142_SP_SET: CULVERT
 RC1142_STAMPING: 2324.754 1934
 RC1142_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC1142
 RC1142  HISTORY     - Date     Condition        Report By
 RC1142  HISTORY     - 1934     MONUMENTED       ORDT
 RC1142  HISTORY     - 1961     GOOD             NGS
 RC1142
 RC1142                          STATION DESCRIPTION
 RC1142
 RC1142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RC1142'8.1 MI S FROM DUFUR.
 RC1142'REACHED FROM THE POST OFFICE AT DUFUR GO SOUTH ALONG U.S. HIGHWAY 197
 RC1142'FOR 8.1 MILES TO A CULVERT, ABOUT 225 FEET SOUTHEAST OF A ROAD LEADING
 RC1142'TO A RANCH.  SET IN SOUTHWEST HEAD WALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0634 ***********************************************************************
 QE0634  DESIGNATION -  233
 QE0634  PID         -  QE0634
 QE0634  STATE/COUNTY-  OR/BENTON
 QE0634  USGS QUAD   -  CORVALLIS (1986)
 QE0634
 QE0634                         *CURRENT SURVEY CONTROL
 QE0634  ___________________________________________________________________
 QE0634* NAD 83(1986)-  44 34 00.     (N)    123 16 21.     (W)     SCALED    
 QE0634* NAVD 88     -        72.352  (meters)     237.37   (feet)  ADJUSTED  
 QE0634  ___________________________________________________________________
 QE0634  GEOID HEIGHT-         -22.65  (meters)                     GEOID03
 QE0634  DYNAMIC HT  -          72.348 (meters)     237.36  (feet)  COMP
 QE0634  MODELED GRAV-     980,559.3   (mgal)                       NAVD 88
 QE0634
 QE0634  VERT ORDER  -  FIRST     CLASS II
 QE0634
 QE0634.The horizontal coordinates were scaled from a topographic map and have
 QE0634.an estimated accuracy of +/- 6 seconds.
 QE0634
 QE0634.The orthometric height was determined by differential leveling
 QE0634.and adjusted in July 2002.
 QE0634.WARNING-Repeat measurements at this control monument indicate possible
 QE0634.vertical movement.
 QE0634
 QE0634.The geoid height was determined by GEOID03.
 QE0634
 QE0634.The dynamic height is computed by dividing the NAVD 88
 QE0634.geopotential number by the normal gravity value computed on the
 QE0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0634.degrees latitude (g = 980.6199 gals.).
 QE0634
 QE0634.The modeled gravity was interpolated from observed gravity values.
 QE0634
 QE0634;                    North         East    Units  Estimated Accuracy
 QE0634;SPC OR N     -   103,790.    2,279,810.      MT  (+/- 180 meters Scaled)
 QE0634
 QE0634                          SUPERSEDED SURVEY CONTROL
 QE0634
 QE0634  NAVD 88 (06/15/91)   72.348  (m)          237.36   (f) UNKNOWN     1 2
 QE0634  NGVD 29 (??/??/92)   71.337  (m)          234.04   (f) ADJ UNCH    1 2
 QE0634
 QE0634.Superseded values are not recommended for survey control.
 QE0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0634.See file dsdata.txt to determine how the superseded data were derived.
 QE0634
 QE0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ783348(NAD 83)
 QE0634_MARKER: DD = SURVEY DISK
 QE0634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0634_SP_SET: CONCRETE POST
 QE0634_STAMPING: 233
 QE0634_MARK LOGO: ORSU  
 QE0634_PROJECTION: PROJECTING 60 CENTIMETERS
 QE0634_MAGNETIC: N = NO MAGNETIC MATERIAL
 QE0634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0634+STABILITY: SURFACE MOTION
 QE0634_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QE0634+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2006
 QE0634
 QE0634  HISTORY     - Date     Condition        Report By
 QE0634  HISTORY     - UNK      MONUMENTED       LOCENG
 QE0634  HISTORY     - 1961     GOOD             NGS
 QE0634  HISTORY     - 1987     GOOD             NGS
 QE0634  HISTORY     - 20000309 GOOD             NGS
 QE0634  HISTORY     - 20060525 GOOD             USPSQD
 QE0634
 QE0634                          STATION DESCRIPTION
 QE0634
 QE0634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 QE0634'IN CORVALLIS.
 QE0634'ON THE CAMPUS OF THE ORGEON STATE COLLEGE, 75 FEET EAST OF THE EAST
 QE0634'ENTRANCE TO APPERSON HALL, AND IN TOP OF A CONCRETE PIER, PROJECTING
 QE0634'ABOUT 2-FEET.
 QE0634
 QE0634                          STATION RECOVERY (1987)
 QE0634
 QE0634'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE0634'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  IN CORVALLIS,
 QE0634'AT THE INTERSECTION OF NORTHWEST 14TH STREET AND NORTHWEST MONROE
 QE0634'AVENUE ON THE CAMPUS OF OREGON STATE UNIVERSITY, 43.9 M (144.0 FT)
 QE0634'SOUTHWEST OF THE CENTERLINE OF THE AVENUE, 29.5 M (96.8 FT) WEST OF
 QE0634'THE CENTERLINE OF THE STREET, 29.5 M (96.8 FT) EAST OF THE CENTER OF
 QE0634'THE EAST ENTRANCE TO APPERSON HALL, 27.1 M (88.9 FT) SOUTHEAST OF
 QE0634'BENCH MARK 235 USGS, AND 21.9 M (71.9 FT) NORTH OF THE CENTERLINE OF
 QE0634'CAMPUS WAY.
 QE0634'THE MARK IS 0.6 M ABOVE THE GROUND.
 QE0634
 QE0634                          STATION RECOVERY (2000)
 QE0634
 QE0634'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 QE0634'IN CORVALLIS, AT THE INTERSECTION OF NORTHWEST MONROE AVENUE AND
 QE0634'NORTHWEST 14TH STREET, NEAR THE EAST ENTRANCE OF APPERSON HALL ON THE
 QE0634'OREGON STATE UNIVERSITY CAMPUS, 43.6 M (143.0 FT) SOUTHWEST OF THE
 QE0634'AVENUE CENTERLINE, 29.5 M (96.8 FT) WEST OF THE STREET CENTER, 29.5 M
 QE0634'(96.8 FT) EAST OF THE CENTER OF THE ENTRANCE, 27.1 M (88.9 FT)
 QE0634'SOUTHEAST OF BENCH MARK 235, 21.9 M (71.9 FT) NORTH OF THE CENTER OF
 QE0634'CAMPUS WAY, AND 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE STREET.
 QE0634'NOTE--THE MARK IS PROPERTY OWNED BY OREGON STATE UNIVERSITY, 104 OCEAN
 QE0634'ADMINISTRATION BUILDING, CORVALLIS, OR 97331, TELEPHONE 541-737-5214.
 QE0634
 QE0634                          STATION RECOVERY (2006)
 QE0634
 QE0634'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 QE0634'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH0817 ***********************************************************************
 OH0817  DESIGNATION -  2334
 OH0817  PID         -  OH0817
 OH0817  STATE/COUNTY-  OR/MALHEUR
 OH0817  USGS QUAD   -  VINES HILL (1967)
 OH0817
 OH0817                         *CURRENT SURVEY CONTROL
 OH0817  ___________________________________________________________________
 OH0817* NAD 83(1986)-  43 57 13.     (N)    117 24 42.     (W)     SCALED    
 OH0817* NAVD 88     -       714.908  (meters)    2345.49   (feet)  POSTED    
 OH0817  ___________________________________________________________________
 OH0817  GEOID HEIGHT-         -18.04  (meters)                     GEOID03
 OH0817  DYNAMIC HT  -         714.670 (meters)    2344.71  (feet)  COMP
 OH0817  MODELED GRAV-     980,269.8   (mgal)                       NAVD 88
 OH0817
 OH0817  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OH0817
 OH0817.The horizontal coordinates were scaled from a topographic map and have
 OH0817.an estimated accuracy of +/- 6 seconds.
 OH0817
 OH0817.The orthometric height was determined by differential leveling
 OH0817.and adjusted by the  in 1992.
 OH0817.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OH0817.rate of 0.0 thru 1.0 mm/km.
 OH0817
 OH0817.The geoid height was determined by GEOID03.
 OH0817
 OH0817.The dynamic height is computed by dividing the NAVD 88
 OH0817.geopotential number by the normal gravity value computed on the
 OH0817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0817.degrees latitude (g = 980.6199 gals.).
 OH0817
 OH0817.The modeled gravity was interpolated from observed gravity values.
 OH0817
 OH0817;                    North         East    Units  Estimated Accuracy
 OH0817;SPC OR S     -   258,620.    1,747,840.      MT  (+/- 180 meters Scaled)
 OH0817
 OH0817                          SUPERSEDED SURVEY CONTROL
 OH0817
 OH0817  NGVD 29 (??/??/92)  713.897  (m)         2342.18   (f) ADJ UNCH    1 2
 OH0817
 OH0817.Superseded values are not recommended for survey control.
 OH0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0817.See file dsdata.txt to determine how the superseded data were derived.
 OH0817
 OH0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ669668(NAD 83)
 OH0817_MARKER: P = PIPE CAP
 OH0817_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OH0817_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OH0817_STAMPING: 2334 H 1903
 OH0817_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH0817
 OH0817  HISTORY     - Date     Condition        Report By
 OH0817  HISTORY     - 1903     MONUMENTED       USGS
 OH0817  HISTORY     - 1935     GOOD             NGS
 OH0817
 OH0817                          STATION DESCRIPTION
 OH0817
 OH0817'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 OH0817'10.2 MI SW FROM VALE.
 OH0817'10.2 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM VALE,
 OH0817'MALHEUR COUNTY, 2.2 MILES WEST OF HOPE, AT MILEAGE 25.7, ABOUT 400
 OH0817'FEET WEST OF THE EAST END OF A CURVE, ABOUT 310 FEET EAST OF A SPEEDER
 OH0817'PLATFORM, AT THE EAST END OF A SMALL WASH FROM AN ABANDONED IRRIGATION
 OH0817'DITCH, 48 FEET SOUTH OF THE TRACK CENTERLINE.  A UNITED STATES
 OH0817'GEOLOGICAL SURVEY STANDARD CAP STAMPED 2342.672 H 1903 AND RIVETED TO
 OH0817'A 3 1/2 INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1406 ***********************************************************************
 QE1406  DESIGNATION -  235
 QE1406  PID         -  QE1406
 QE1406  STATE/COUNTY-  OR/BENTON
 QE1406  USGS QUAD   -  CORVALLIS (1986)
 QE1406
 QE1406                         *CURRENT SURVEY CONTROL
 QE1406  ___________________________________________________________________
 QE1406* NAD 83(1986)-  44 34 00.     (N)    123 16 22.     (W)     SCALED    
 QE1406* NAVD 88     -        72.875  (meters)     239.09   (feet)  ADJUSTED  
 QE1406  ___________________________________________________________________
 QE1406  GEOID HEIGHT-         -22.65  (meters)                     GEOID03
 QE1406  DYNAMIC HT  -          72.870 (meters)     239.07  (feet)  COMP
 QE1406  MODELED GRAV-     980,559.3   (mgal)                       NAVD 88
 QE1406
 QE1406  VERT ORDER  -  FIRST     CLASS II
 QE1406
 QE1406.The horizontal coordinates were scaled from a topographic map and have
 QE1406.an estimated accuracy of +/- 6 seconds.
 QE1406
 QE1406.The orthometric height was determined by differential leveling
 QE1406.and adjusted in June 1991.
 QE1406
 QE1406.The geoid height was determined by GEOID03.
 QE1406
 QE1406.The dynamic height is computed by dividing the NAVD 88
 QE1406.geopotential number by the normal gravity value computed on the
 QE1406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1406.degrees latitude (g = 980.6199 gals.).
 QE1406
 QE1406.The modeled gravity was interpolated from observed gravity values.
 QE1406
 QE1406;                    North         East    Units  Estimated Accuracy
 QE1406;SPC OR N     -   103,790.    2,279,790.      MT  (+/- 180 meters Scaled)
 QE1406
 QE1406                          SUPERSEDED SURVEY CONTROL
 QE1406
 QE1406  NGVD 29 (??/??/92)   71.699  (m)          235.23   (f) ADJ UNCH    1 2
 QE1406
 QE1406.Superseded values are not recommended for survey control.
 QE1406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1406.See file dsdata.txt to determine how the superseded data were derived.
 QE1406
 QE1406_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ783348(NAD 83)
 QE1406_MARKER: DB = BENCH MARK DISK
 QE1406_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QE1406_SP_SET: SHALLOW-SET PIPE
 QE1406_STAMPING: 235
 QE1406_MARK LOGO: USGS  
 QE1406_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE1406
 QE1406  HISTORY     - Date     Condition        Report By
 QE1406  HISTORY     - 1929     MONUMENTED       USGS
 QE1406  HISTORY     - 1930     GOOD             CGS
 QE1406
 QE1406                          STATION DESCRIPTION
 QE1406
 QE1406'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 QE1406'IN CORVALLIS.
 QE1406'IN CORVALLIS, ON THE CAMPUS OF THE OREGON STATE AGRICULTURAL COLLEGE,
 QE1406'15.0 FEET NORTH OF THE EAST ENTRANCE TO APPERSON OR MECHANICAL HALL,
 QE1406'AND 1.0 FOOT FROM A PROJECTION OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0578 ***********************************************************************
 QE0578  DESIGNATION -  235 B
 QE0578  PID         -  QE0578
 QE0578  STATE/COUNTY-  OR/MARION
 QE0578  USGS QUAD   -  ALBANY (1975)
 QE0578
 QE0578                         *CURRENT SURVEY CONTROL
 QE0578  ___________________________________________________________________
 QE0578* NAD 83(2007)-  44 43 36.75494(N)    123 00 20.41383(W)     ADJUSTED  
 QE0578* NAVD 88     -        73.096  (meters)     239.82   (feet)  POSTED    
 QE0578  ___________________________________________________________________
 QE0578  EPOCH DATE  -        2007.00
 QE0578  X           -  -2,472,513.618 (meters)                     COMP
 QE0578  Y           -  -3,806,512.282 (meters)                     COMP
 QE0578  Z           -   4,465,870.437 (meters)                     COMP
 QE0578  LAPLACE CORR-          -3.75  (seconds)                    DEFLEC99
 QE0578  ELLIP HEIGHT-          50.012 (meters)          (02/10/07) ADJUSTED
 QE0578  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 QE0578  DYNAMIC HT  -          73.090 (meters)     239.80  (feet)  COMP
 QE0578
 QE0578  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 QE0578  Type    PID    Designation                      North   East  Ellip
 QE0578  -------------------------------------------------------------------
 QE0578  NETWORK QE0578 235 B                             0.61   0.49   2.18
 QE0578  -------------------------------------------------------------------
 QE0578  MODELED GRAV-     980,549.4   (mgal)                       NAVD 88
 QE0578
 QE0578  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 QE0578
 QE0578.The horizontal coordinates were established by GPS observations
 QE0578.and adjusted by the National Geodetic Survey in February 2007.
 QE0578
 QE0578.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 QE0578.See www.ngs.noaa.gov/NationalReadjustment for more information.
 QE0578.The horizontal coordinates are valid at the epoch date displayed above.
 QE0578.The epoch date for horizontal control is a decimal equivalence
 QE0578.of Year/Month/Day.
 QE0578
 QE0578.The orthometric height was determined by differential leveling
 QE0578.and adjusted by the  in 1992.
 QE0578.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 QE0578.rate of 0.0 thru 1.0 mm/km.
 QE0578
 QE0578.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QE0578
 QE0578.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE0578
 QE0578.The ellipsoidal height was determined by GPS observations
 QE0578.and is referenced to NAD 83.
 QE0578
 QE0578.The geoid height was determined by GEOID03.
 QE0578
 QE0578.The dynamic height is computed by dividing the NAVD 88
 QE0578.geopotential number by the normal gravity value computed on the
 QE0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0578.degrees latitude (g = 980.6199 gals.).
 QE0578
 QE0578.The modeled gravity was interpolated from observed gravity values.
 QE0578
 QE0578;                    North         East     Units Scale Factor Converg.
 QE0578;SPC OR N     -   120,890.073 2,301,546.344   MT  0.99992414   -1 46 37.2
 QE0578;SPC OR N     -   396,620.97  7,551,005.07   iFT  0.99992414   -1 46 37.2
 QE0578;UTM  10      - 4,952,610.571   499,550.959   MT  0.99960000   -0 00 14.4
 QE0578
 QE0578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE0578!SPC OR N     -   0.99999216  x   0.99992414  =   0.99991630
 QE0578!UTM  10      -   0.99999216  x   0.99960000  =   0.99959216
 QE0578
 QE0578                          SUPERSEDED SURVEY CONTROL
 QE0578
 QE0578  NAD 83(1998)-  44 43 36.75277(N)    123 00 20.41466(W) AD(       ) B
 QE0578  ELLIP H (02/26/02)   50.020  (m)                       GP(       ) 3 2
 QE0578  NAVD 88 (02/26/02)   73.10   (m)          239.8    (f) LEVELING    3  
 QE0578  NGVD 29 (??/??/92)   72.070  (m)          236.45   (f) ADJ UNCH    1 2
 QE0578
 QE0578.Superseded values are not recommended for survey control.
 QE0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0578.See file dsdata.txt to determine how the superseded data were derived.
 QE0578
 QE0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ9955152611(NAD 83)
 QE0578_MARKER: P = PIPE CAP
 QE0578_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QE0578_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QE0578_STAMPING: 235 B 1903
 QE0578_MARK LOGO: USGS  
 QE0578_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QE0578_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0578_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QE0578+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2000
 QE0578
 QE0578  HISTORY     - Date     Condition        Report By
 QE0578  HISTORY     - 1903     MONUMENTED       USGS
 QE0578  HISTORY     - 1934     GOOD             NGS
 QE0578  HISTORY     - 1987     MARK NOT FOUND   NGS
 QE0578  HISTORY     - 20001010 GOOD             OR-047
 QE0578
 QE0578                          STATION DESCRIPTION
 QE0578
 QE0578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QE0578'0.5 MI N FROM JEFFERSON.
 QE0578'ABOUT 0.5 MILE NORTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 QE0578'STATION AT JEFFERSON, MARION COUNTY, 110 FEET SOUTH OF A ROAD
 QE0578'CROSSING, 1 FOOT INSIDE THE EAST RIGHT OF WAY FENCE.  ABOUT 8 INCHES
 QE0578'BELOW THE SURFACE OF THE GROUND AND INSIDE OF A CLAY TILE SET
 QE0578'VERTICALLY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP STAMPED
 QE0578'235 B 1903.  NOTE-- THIS BENCH MARK IS ALSO A UNITED STATES GEOLOGICAL
 QE0578'SURVEY PRIMARY TRAVERSE STATION.
 QE0578
 QE0578                          STATION RECOVERY (1987)
 QE0578
 QE0578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE0578'MARK NOT FOUND.
 QE0578
 QE0578                          STATION RECOVERY (2000)
 QE0578
 QE0578'RECOVERY NOTE BY MARION COUNTY OREGON 2000 (MR)
 QE0578'THE STATION IS LOCATED ABOUT 25 KM (15.5 MI) SOUTH OF SALEM, 11 KM
 QE0578'(6.8 MI) NORTHEAST OF
 QE0578'ALBANY, IN JEFFERSON, AND NEAR THE SOUTHERN PACIFIC RAILROAD MILE
 QE0578'MARKER 700.
 QE0578'OWNERSHIP - SOUTHERN PACIFIC RAILROAD RIGHT-OF-WAY.
 QE0578' 
 QE0578'TO REACH THE STATION FROM THE INTERSECTION OF CEMETARY HILL ROAD AND
 QE0578'SALAMANDER ROAD
 QE0578'S.E. IN JEFFERSON,  GO NORTHEAST ON SALAMANDER ROAD S.E., A DEAD END
 QE0578'ROAD, FOR 0.4 KM (0.25
 QE0578'MI) TO A GRAVEL DRIVE ON THE LEFT AND AN ABANDONED RAILROAD GRADE
 QE0578'LOCATED 12 M (39.4 FT)
 QE0578'SOUTH OF UTILITY POLE NUMBER 01330.  GO SOUTHWEST ON ABANDONED
 QE0578'RAILROAD GRADE FOR 119
 QE0578'M (390 FT) TO THE SIDE OF THE EXISTING RAILROAD TRACKS.  GO SOUTH ON
 QE0578'THE TRACK BED FOR
 QE0578'APPROXIMATELY 25 M (82 FT) TO THE RAILROAD MILE MARKER 700 AND THE
 QE0578'STATION STRAIGHT
 QE0578'AHEAD.
 QE0578' 
 QE0578'THE STATION IS A USGS BRONZE CAP ATTACHED TO THE TOP OF A 10 CM STEEL
 QE0578'PIPE INSIDE OF A
 QE0578'CLAY TILE AND RECESSED 60 CM BELOW GROUND.  IT IS 13.6 M (44.6 FT)
 QE0578'SOUTH FROM RAILROAD MILE
 QE0578'MARKER 700, 7.5 M (24.6 FT) EAST FROM THE EASTERNMOST RAIL, AND 0.8 M
 QE0578'(2.6 FT) WEST FROM A
 QE0578'FIBERGLASS WITNESS POST.
 QE0578' 
 QE0578'
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0635 ***********************************************************************
 QE0635  DESIGNATION -  235 RESET
 QE0635  PID         -  QE0635
 QE0635  STATE/COUNTY-  OR/BENTON
 QE0635  USGS QUAD   -  CORVALLIS (1986)
 QE0635
 QE0635                         *CURRENT SURVEY CONTROL
 QE0635  ___________________________________________________________________
 QE0635* NAD 83(1986)-  44 34 00.     (N)    123 16 22.     (W)     SCALED    
 QE0635* NAVD 88     -        72.868  (meters)     239.07   (feet)  ADJUSTED  
 QE0635  ___________________________________________________________________
 QE0635  GEOID HEIGHT-         -22.65  (meters)                     GEOID03
 QE0635  DYNAMIC HT  -          72.864 (meters)     239.05  (feet)  COMP
 QE0635  MODELED GRAV-     980,559.3   (mgal)                       NAVD 88
 QE0635
 QE0635  VERT ORDER  -  FIRST     CLASS II
 QE0635
 QE0635.The horizontal coordinates were scaled from a topographic map and have
 QE0635.an estimated accuracy of +/- 6 seconds.
 QE0635
 QE0635.The orthometric height was determined by differential leveling
 QE0635.and adjusted in June 1991.
 QE0635.WARNING-Repeat measurements at this control monument indicate possible
 QE0635.vertical movement.
 QE0635
 QE0635.The geoid height was determined by GEOID03.
 QE0635
 QE0635.The dynamic height is computed by dividing the NAVD 88
 QE0635.geopotential number by the normal gravity value computed on the
 QE0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0635.degrees latitude (g = 980.6199 gals.).
 QE0635
 QE0635.The modeled gravity was interpolated from observed gravity values.
 QE0635
 QE0635;                    North         East    Units  Estimated Accuracy
 QE0635;SPC OR N     -   103,790.    2,279,790.      MT  (+/- 180 meters Scaled)
 QE0635
 QE0635                          SUPERSEDED SURVEY CONTROL
 QE0635
 QE0635  NGVD 29 (??/??/92)   71.861  (m)          235.76   (f) ADJ UNCH    1 2
 QE0635
 QE0635.Superseded values are not recommended for survey control.
 QE0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0635.See file dsdata.txt to determine how the superseded data were derived.
 QE0635
 QE0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ783348(NAD 83)
 QE0635_MARKER: DB = BENCH MARK DISK
 QE0635_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QE0635_SP_SET: SHALLOW-SET PIPE
 QE0635_STAMPING: 235 1929 1941
 QE0635_MARK LOGO: USGS  
 QE0635_MAGNETIC: P = MARKER IS A STEEL PIPE
 QE0635_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0635_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QE0635+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2006
 QE0635
 QE0635  HISTORY     - Date     Condition        Report By
 QE0635  HISTORY     - 1941     MONUMENTED       USGS
 QE0635  HISTORY     - 1961     GOOD             NGS
 QE0635  HISTORY     - 1985     GOOD             USPSQD
 QE0635  HISTORY     - 1987     GOOD             NGS
 QE0635  HISTORY     - 20000309 GOOD             NGS
 QE0635  HISTORY     - 20060525 GOOD             USPSQD
 QE0635
 QE0635                          STATION DESCRIPTION
 QE0635
 QE0635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 QE0635'IN CORVALLIS.
 QE0635'ON THE CAMPUS OF THE OREGON STATE COLLEGE, 22 FEET NORTH OF THE EAST
 QE0635'(MAIN) ENTRANCE TO APPERSON HALL, AND 1 FOOT FROM A PROJECTION OF THE
 QE0635'BUILDING.  A STANDARD DISK RIVETED TO THE TOP OF A 3-1/2 INCH IRON
 QE0635'PIPE ENCASED IN CEMENT, AND PROJECTING ABOUT 1 FOOT.
 QE0635
 QE0635                          STATION RECOVERY (1985)
 QE0635
 QE0635'RECOVERY NOTE BY US POWER SQUADRON 1985
 QE0635'RECOVERED IN GOOD CONDITION.
 QE0635
 QE0635                          STATION RECOVERY (1987)
 QE0635
 QE0635'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE0635'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  IN CORVALLIS,
 QE0635'AT THE INTERSECTION OF NORTHWEST MONROE AVENUE AND NORTHWEST 14TH
 QE0635'STREET, AT THE EAST ENTRANCE TO APPERSON HALL ON THE CAMPUS OF OREGON
 QE0635'STATE UNIVERSITY, 54.7 M (179.5 FT) WEST OF THE CENTERLINE OF THE
 QE0635'STREET, 33.9 M (111.2 FT) SOUTHWEST OF THE CENTERLINE OF THE AVENUE,
 QE0635'27.1 M (88.9 FT) NORTHWEST OF BENCH MARK 233, 10.0 M (32.8 FT) NORTH
 QE0635'OF THE CENTER OF THE ENTRANCE TO THE HALL, 1.2 M (3.9 FT) EAST
 QE0635'OF THE EAST FACE OF THE BUILDING, AND 0.4 M (1.3 FT) SOUTH OF THE
 QE0635'SOUTH FACE OF THE BUILDING.
 QE0635'THE MARK IS 0.4 M ABOVE THE GROUND.
 QE0635
 QE0635                          STATION RECOVERY (2000)
 QE0635
 QE0635'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 QE0635'IN CORVALLIS, AT THE INTERSECTION OF NORTHWEST MONROE AVENUE AND
 QE0635'NORTHWEST 14TH STREET, NEAR THE EAST ENTRANCE TO APPERSON HALL ON THE
 QE0635'OREGON STATE UNIVERSITY CAMPUS, 54.7 M (179.5 FT) WEST OF THE STREET
 QE0635'CENTERLINE, 33.9 M (111.2 FT) SOUTHWEST OF THE AVENUE CENTERLINE, 27.1
 QE0635'M (88.9 FT) NORTHWEST OF BENCH MARK 233, 10.0 M (32.8 FT) NORTH OF THE
 QE0635'CENTER OF THE ENTRANCE, 1.6 M (5.2 FT) ABOVE THE LEVEL OF THE AVENUE,
 QE0635'AND THE MONUMENT PROJECTS 0.3 M (1.0 FT) ABOVE THE GROUND SURFACE.
 QE0635'NOTE--THE MARK IS ON PROPERTY OWNED BY OREGON STATE UNIVERSITY, 104
 QE0635'OCEAN ADMINISTRATION BUILDING, CORVALLIS, OR 97331, TELEPHONE
 QE0635'541-473-6282.
 QE0635
 QE0635                          STATION RECOVERY (2006)
 QE0635
 QE0635'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 QE0635'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0036 ***********************************************************************
 RC0036  DESIGNATION -  235.67
 RC0036  PID         -  RC0036
 RC0036  STATE/COUNTY-  OR/GILLIAM
 RC0036  USGS QUAD   -  SUNDALE NW (1971)
 RC0036
 RC0036                         *CURRENT SURVEY CONTROL
 RC0036  ___________________________________________________________________
 RC0036* NAD 83(1986)-  45 41 15.     (N)    120 29 15.     (W)     SCALED    
 RC0036* NAVD 88     -        72.839  (meters)     238.97   (feet)  ADJUSTED  
 RC0036  ___________________________________________________________________
 RC0036  GEOID HEIGHT-         -21.52  (meters)                     GEOID03
 RC0036  DYNAMIC HT  -          72.837 (meters)     238.97  (feet)  COMP
 RC0036  MODELED GRAV-     980,581.5   (mgal)                       NAVD 88
 RC0036
 RC0036  VERT ORDER  -  FIRST     CLASS II
 RC0036
 RC0036.The horizontal coordinates were scaled from a topographic map and have
 RC0036.an estimated accuracy of +/- 6 seconds.
 RC0036
 RC0036.The orthometric height was determined by differential leveling
 RC0036.and adjusted in June 1991.
 RC0036
 RC0036.The geoid height was determined by GEOID03.
 RC0036
 RC0036.The dynamic height is computed by dividing the NAVD 88
 RC0036.geopotential number by the normal gravity value computed on the
 RC0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0036.degrees latitude (g = 980.6199 gals.).
 RC0036
 RC0036.The modeled gravity was interpolated from observed gravity values.
 RC0036
 RC0036;                    North         East    Units  Estimated Accuracy
 RC0036;SPC OR N     -   224,560.    2,500,970.      MT  (+/- 180 meters Scaled)
 RC0036
 RC0036                          SUPERSEDED SURVEY CONTROL
 RC0036
 RC0036  NGVD 29 (??/??/92)   71.851  (m)          235.73   (f) ADJ UNCH    1 2
 RC0036
 RC0036.Superseded values are not recommended for survey control.
 RC0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0036.See file dsdata.txt to determine how the superseded data were derived.
 RC0036
 RC0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR956623(NAD 83)
 RC0036_MARKER: Q = CHISELED SQUARE
 RC0036_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RC0036_SP_SET: BRIDGE
 RC0036_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RC0036
 RC0036  HISTORY     - Date     Condition        Report By
 RC0036  HISTORY     - UNK      MONUMENTED       PG+E
 RC0036  HISTORY     - 1962     MARK NOT FOUND   NGS
 RC0036
 RC0036                          STATION DESCRIPTION
 RC0036
 RC0036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RC0036'0.6 MI E FROM QUINTON.
 RC0036'0.6 MILES EAST OF THE UNION PACIFIC RAILROAD SIDING AT QUINTON AT A
 RC0036'HIGHWAY BRIDGE THAT IS OPPOSITE UNION PACIFIC RAILROAD BRIDGE 123.77,
 RC0036'A CHISELED SQUARE ON TOP OF THE WEST END OF THE NORTH CURB.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0035 ***********************************************************************
 RC0035  DESIGNATION -  235.70
 RC0035  PID         -  RC0035
 RC0035  STATE/COUNTY-  OR/GILLIAM
 RC0035  USGS QUAD   -  SUNDALE NW (1971)
 RC0035
 RC0035                         *CURRENT SURVEY CONTROL
 RC0035  ___________________________________________________________________
 RC0035* NAD 83(1986)-  45 41 14.     (N)    120 29 10.     (W)     SCALED    
 RC0035* NAVD 88     -        72.847  (meters)     239.00   (feet)  ADJUSTED  
 RC0035  ___________________________________________________________________
 RC0035  GEOID HEIGHT-         -21.52  (meters)                     GEOID03
 RC0035  DYNAMIC HT  -          72.844 (meters)     238.99  (feet)  COMP
 RC0035  MODELED GRAV-     980,581.2   (mgal)                       NAVD 88
 RC0035
 RC0035  VERT ORDER  -  FIRST     CLASS II
 RC0035
 RC0035.The horizontal coordinates were scaled from a topographic map and have
 RC0035.an estimated accuracy of +/- 6 seconds.
 RC0035
 RC0035.The orthometric height was determined by differential leveling
 RC0035.and adjusted in June 1991.
 RC0035
 RC0035.The geoid height was determined by GEOID03.
 RC0035
 RC0035.The dynamic height is computed by dividing the NAVD 88
 RC0035.geopotential number by the normal gravity value computed on the
 RC0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0035.degrees latitude (g = 980.6199 gals.).
 RC0035
 RC0035.The modeled gravity was interpolated from observed gravity values.
 RC0035
 RC0035;                    North         East    Units  Estimated Accuracy
 RC0035;SPC OR N     -   224,530.    2,501,080.      MT  (+/- 180 meters Scaled)
 RC0035
 RC0035                          SUPERSEDED SURVEY CONTROL
 RC0035
 RC0035  NGVD 29 (??/??/92)   71.859  (m)          235.76   (f) ADJ UNCH    1 2
 RC0035
 RC0035.Superseded values are not recommended for survey control.
 RC0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0035.See file dsdata.txt to determine how the superseded data were derived.
 RC0035
 RC0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR957623(NAD 83)
 RC0035_MARKER: B = BOLT
 RC0035_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RC0035_SP_SET: BRIDGE
 RC0035_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RC0035
 RC0035  HISTORY     - Date     Condition        Report By
 RC0035  HISTORY     - UNK      MONUMENTED       ORDT
 RC0035  HISTORY     - 1962     MARK NOT FOUND   NGS
 RC0035
 RC0035                          STATION DESCRIPTION
 RC0035
 RC0035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RC0035'0.6 MI E FROM QUINTON.
 RC0035'IN THE TOP OF THE WEST END OF THE SOUTH CURB OF A BRIDGE THAT IS
 RC0035'OPPOSITE UNION PACIFIC RAILROAD BRIDGE 123.77.  NOTE-- HIGHWAY BRIDGE
 RC0035'HAS BEEN RECONSTRUCTED IN RECENT YEARS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH0815 ***********************************************************************
 OH0815  DESIGNATION -  2359
 OH0815  PID         -  OH0815
 OH0815  STATE/COUNTY-  OR/MALHEUR
 OH0815  USGS QUAD   -  VINES HILL (1967)
 OH0815
 OH0815                         *CURRENT SURVEY CONTROL
 OH0815  ___________________________________________________________________
 OH0815* NAD 83(1986)-  43 57 37.     (N)    117 27 51.     (W)     SCALED    
 OH0815* NAVD 88     -       722.42   (+/-2cm)    2370.1    (feet)  VERTCON   
 OH0815  ___________________________________________________________________
 OH0815  GEOID HEIGHT-         -18.00  (meters)                     GEOID03
 OH0815  VERT ORDER  -  THIRD (See Below)
 OH0815
 OH0815.The horizontal coordinates were scaled from a topographic map and have
 OH0815.an estimated accuracy of +/- 6 seconds.
 OH0815
 OH0815.The NAVD 88 height was computed by applying the VERTCON shift value to
 OH0815.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OH0815.The vertical order pertains to the NGVD 29 superseded value.
 OH0815
 OH0815.The geoid height was determined by GEOID03.
 OH0815
 OH0815;                    North         East    Units  Estimated Accuracy
 OH0815;SPC OR S     -   259,210.    1,743,600.      MT  (+/- 180 meters Scaled)
 OH0815
 OH0815                          SUPERSEDED SURVEY CONTROL
 OH0815
 OH0815  NGVD 29 (??/??/??)  721.39   (m)         2366.8    (f) RESET       3  
 OH0815
 OH0815.Superseded values are not recommended for survey control.
 OH0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0815.See file dsdata.txt to determine how the superseded data were derived.
 OH0815
 OH0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ627675(NAD 83)
 OH0815_MARKER: P = PIPE CAP
 OH0815_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OH0815_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OH0815_STAMPING: 2359 H 1903
 OH0815_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH0815
 OH0815  HISTORY     - Date     Condition        Report By
 OH0815  HISTORY     - 1903     MONUMENTED       USGS
 OH0815  HISTORY     - 1920     GOOD             NGS
 OH0815
 OH0815                          STATION DESCRIPTION
 OH0815
 OH0815'DESCRIBED BY NATIONAL GEODETIC SURVEY 1920
 OH0815'4.9 MI W FROM HOPE.
 OH0815'4.9 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM HOPE, MALHEUR
 OH0815'COUNTY, AT RAILROAD MILEAGE 28.42 AND ABOUT 150 FEET SOUTH OF THE
 OH0815'TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 2359 H
 OH0815'1903 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0546 ***********************************************************************
 QB0546  DESIGNATION -  2369
 QB0546  PID         -  QB0546
 QB0546  STATE/COUNTY-  OR/BAKER
 QB0546  USGS QUAD   -  LIME (1988)
 QB0546
 QB0546                         *CURRENT SURVEY CONTROL
 QB0546  ___________________________________________________________________
 QB0546* NAD 83(1986)-  44 29 02.     (N)    117 21 03.     (W)     SCALED    
 QB0546* NAVD 88     -       725.366  (meters)    2379.80   (feet)  ADJUSTED  
 QB0546  ___________________________________________________________________
 QB0546  GEOID HEIGHT-         -16.92  (meters)                     GEOID03
 QB0546  DYNAMIC HT  -         725.149 (meters)    2379.09  (feet)  COMP
 QB0546  MODELED GRAV-     980,296.2   (mgal)                       NAVD 88
 QB0546
 QB0546  VERT ORDER  -  FIRST     CLASS II
 QB0546
 QB0546.The horizontal coordinates were scaled from a topographic map and have
 QB0546.an estimated accuracy of +/- 6 seconds.
 QB0546
 QB0546.The orthometric height was determined by differential leveling
 QB0546.and adjusted in June 1991.
 QB0546
 QB0546.The geoid height was determined by GEOID03.
 QB0546
 QB0546.The dynamic height is computed by dividing the NAVD 88
 QB0546.geopotential number by the normal gravity value computed on the
 QB0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0546.degrees latitude (g = 980.6199 gals.).
 QB0546
 QB0546.The modeled gravity was interpolated from observed gravity values.
 QB0546
 QB0546;                    North         East    Units  Estimated Accuracy
 QB0546;SPC OR N     -    95,690.    2,750,450.      MT  (+/- 180 meters Scaled)
 QB0546
 QB0546                          SUPERSEDED SURVEY CONTROL
 QB0546
 QB0546  NGVD 29 (??/??/92)  724.323  (m)         2376.38   (f) ADJ UNCH    1 2
 QB0546
 QB0546.Superseded values are not recommended for survey control.
 QB0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0546.See file dsdata.txt to determine how the superseded data were derived.
 QB0546
 QB0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK721256(NAD 83)
 QB0546_MARKER: P = PIPE CAP
 QB0546_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QB0546_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QB0546_STAMPING: 2376.780 A
 QB0546_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB0546_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QB0546+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2006
 QB0546
 QB0546  HISTORY     - Date     Condition        Report By
 QB0546  HISTORY     - UNK      MONUMENTED       USGS
 QB0546  HISTORY     - 1935     GOOD             NGS
 QB0546  HISTORY     - 20060508 GOOD             ORHD
 QB0546
 QB0546                          STATION DESCRIPTION
 QB0546
 QB0546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 QB0546'1.3 MI SE FROM WEATHERBY.
 QB0546'ABOUT 1.3 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM
 QB0546'WEATHERBY, BAKER COUNTY, ABOUT 550 FEET WEST OF THE PORTAL OF A
 QB0546'TUNNEL, ABOUT 415 FEET WEST OF THE WEST END OF BRIDGE 378.75 OVER
 QB0546'BURNT RIVER, 40 FEET NORTH OF THE CENTER LINE OF THE TRACK, AND 8 FEET
 QB0546'EAST OF A JOG IN THE NORTH RIGHT-OF-WAY FENCE.  A UNITED STATES
 QB0546'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 2376.780 A AND RIVETED ON THE
 QB0546'TOP OF A 3-1/2 INCH IRON PIPE ENCASED IN CONCRETE.
 QB0546
 QB0546                          STATION RECOVERY (2006)
 QB0546
 QB0546'RECOVERY NOTE BY OREGON HIGHWAY DEPARTMENT 2006 (MAS)
 QB0546'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0029 ***********************************************************************
 QD0029  DESIGNATION -  2379
 QD0029  PID         -  QD0029
 QD0029  STATE/COUNTY-  OR/WHEELER
 QD0029  USGS QUAD   -  MITCHELL (1992)
 QD0029
 QD0029                         *CURRENT SURVEY CONTROL
 QD0029  ___________________________________________________________________
 QD0029* NAD 83(1986)-  44 35 32.     (N)    120 12 28.     (W)     SCALED    
 QD0029* NAVD 88     -       726.086  (meters)    2382.17   (feet)  ADJUSTED  
 QD0029  ___________________________________________________________________
 QD0029  GEOID HEIGHT-         -19.89  (meters)                     GEOID03
 QD0029  DYNAMIC HT  -         725.875 (meters)    2381.47  (feet)  COMP
 QD0029  MODELED GRAV-     980,303.8   (mgal)                       NAVD 88
 QD0029
 QD0029  VERT ORDER  -  FIRST     CLASS II
 QD0029
 QD0029.The horizontal coordinates were scaled from a topographic map and have
 QD0029.an estimated accuracy of +/- 6 seconds.
 QD0029
 QD0029.The orthometric height was determined by differential leveling
 QD0029.and adjusted in June 1991.
 QD0029
 QD0029.The geoid height was determined by GEOID03.
 QD0029
 QD0029.The dynamic height is computed by dividing the NAVD 88
 QD0029.geopotential number by the normal gravity value computed on the
 QD0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0029.degrees latitude (g = 980.6199 gals.).
 QD0029
 QD0029.The modeled gravity was interpolated from observed gravity values.
 QD0029
 QD0029;                    North         East    Units  Estimated Accuracy
 QD0029;SPC OR N     -   102,890.    2,523,200.      MT  (+/- 180 meters Scaled)
 QD0029
 QD0029                          SUPERSEDED SURVEY CONTROL
 QD0029
 QD0029  NGVD 29 (??/??/92)  724.939  (m)         2378.40   (f) ADJ UNCH    1 2
 QD0029
 QD0029.Superseded values are not recommended for survey control.
 QD0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0029.See file dsdata.txt to determine how the superseded data were derived.
 QD0029
 QD0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGQ216414(NAD 83)
 QD0029_MARKER: DD = SURVEY DISK
 QD0029_SETTING: 0 = UNSPECIFIED SETTING
 QD0029_STAMPING: 2378.630 1915
 QD0029_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0029
 QD0029  HISTORY     - Date     Condition        Report By
 QD0029  HISTORY     - 1915     MONUMENTED       USGS
 QD0029  HISTORY     - 1936     GOOD             NGS
 QD0029  HISTORY     - 1964     MARK NOT FOUND   NGS
 QD0029  HISTORY     - 1987     MARK NOT FOUND   NGS
 QD0029
 QD0029                          STATION DESCRIPTION
 QD0029
 QD0029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 QD0029'3.6 MI NW FROM MITCHELL.
 QD0029'ABOUT 3.6 MILES NORTHWEST ALONG OCHOCO HIGHWAY (U.S. HIGHWAY 28) FROM
 QD0029'MITCHELL, WHEELER COUNTY, 50 FEET EAST OF JUNCTION OF BRIDGE CREEK AND
 QD0029'GABLE CREEK, 50 FEET SOUTH OF CENTER LINE OF HIGHWAY.  8 FEET NORTH OF
 QD0029'BRIDGE CREEK.  AND ABOUT 14 FEET BELOW HIGHWAY, IN ROCK OUTCROP U.S.
 QD0029'GEOLOGICAL SURVEY STANDARD DISK.
 QD0029
 QD0029                          STATION RECOVERY (1964)
 QD0029
 QD0029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 QD0029'MARK NOT FOUND.
 QD0029
 QD0029                          STATION RECOVERY (1987)
 QD0029
 QD0029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QD0029'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0595 ***********************************************************************
 NZ0595  DESIGNATION -  2379
 NZ0595  PID         -  NZ0595
 NZ0595  STATE/COUNTY-  OR/JOSEPHINE
 NZ0595  USGS QUAD   -  BUCKSKIN PEAK (1996)
 NZ0595
 NZ0595                         *CURRENT SURVEY CONTROL
 NZ0595  ___________________________________________________________________
 NZ0595* NAD 83(1986)-  42 01 04.     (N)    123 46 35.     (W)     SCALED    
 NZ0595* NAVD 88     -       726.244  (meters)    2382.69   (feet)  ADJUSTED  
 NZ0595  ___________________________________________________________________
 NZ0595  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 NZ0595  DYNAMIC HT  -         725.907 (meters)    2381.58  (feet)  COMP
 NZ0595  MODELED GRAV-     980,134.0   (mgal)                       NAVD 88
 NZ0595
 NZ0595  VERT ORDER  -  SECOND    CLASS 0
 NZ0595
 NZ0595.The horizontal coordinates were scaled from a topographic map and have
 NZ0595.an estimated accuracy of +/- 6 seconds.
 NZ0595
 NZ0595.The orthometric height was determined by differential leveling
 NZ0595.and adjusted in June 1991.
 NZ0595
 NZ0595.The geoid height was determined by GEOID03.
 NZ0595
 NZ0595.The dynamic height is computed by dividing the NAVD 88
 NZ0595.geopotential number by the normal gravity value computed on the
 NZ0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0595.degrees latitude (g = 980.6199 gals.).
 NZ0595
 NZ0595.The modeled gravity was interpolated from observed gravity values.
 NZ0595
 NZ0595;                    North         East    Units  Estimated Accuracy
 NZ0595;SPC OR S     -    44,310.    1,228,670.      MT  (+/- 180 meters Scaled)
 NZ0595
 NZ0595                          SUPERSEDED SURVEY CONTROL
 NZ0595
 NZ0595  NGVD 29 (??/??/92)  725.237  (m)         2379.38   (f) ADJ UNCH    2 0
 NZ0595
 NZ0595.Superseded values are not recommended for survey control.
 NZ0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0595.See file dsdata.txt to determine how the superseded data were derived.
 NZ0595
 NZ0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM357520(NAD 83)
 NZ0595_MARKER: DD = SURVEY DISK
 NZ0595_SETTING: 80 = SET IN A BOULDER
 NZ0595_SP_SET: BEDROCK
 NZ0595_STAMPING: 2379 8 1915
 NZ0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0595+STABILITY: SURFACE MOTION
 NZ0595
 NZ0595  HISTORY     - Date     Condition        Report By
 NZ0595  HISTORY     - 1915     MONUMENTED       USGS
 NZ0595  HISTORY     - 1972     GOOD             NGS
 NZ0595
 NZ0595                          STATION DESCRIPTION
 NZ0595
 NZ0595'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 NZ0595'7.45 MI SW FROM OBRIEN.
 NZ0595'7.45 MILES SOUTHWEST ALONG THE WIMER ROAD FROM THE JUNCTION OF U.S.
 NZ0595'HIGHWAY 199, AND WIMER ROAD, JUST NORTH OF THE OBRIEN POST OFFICE, 150
 NZ0595'FEET WEST OF POWER LINE POLE NO. 4/48, 100 FEET WEST OF BENCH MARK H
 NZ0595'492, 40 FEET SOUTHWEST OF THE CENTER OF THE ROAD, AND 7 FEET HIGHER
 NZ0595'THAN THE ROAD, CEMENTED IN A DRILL HOLE IN A 3 BY 3 FOOT BEDROCK THAT
 NZ0595'PROJECTS 2 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0431 ***********************************************************************
 RC0431  DESIGNATION -  2387 H
 RC0431  PID         -  RC0431
 RC0431  STATE/COUNTY-  OR/SHERMAN
 RC0431  USGS QUAD   -  GRASS VALLEY (1962)
 RC0431
 RC0431                         *CURRENT SURVEY CONTROL
 RC0431  ___________________________________________________________________
 RC0431* NAD 83(1986)-  45 19 52.     (N)    120 46 07.     (W)     SCALED    
 RC0431* NAVD 88     -       729.019  (meters)    2391.79   (feet)  ADJUSTED  
 RC0431  ___________________________________________________________________
 RC0431  GEOID HEIGHT-         -20.99  (meters)                     GEOID03
 RC0431  DYNAMIC HT  -         728.905 (meters)    2391.42  (feet)  COMP
 RC0431  MODELED GRAV-     980,435.9   (mgal)                       NAVD 88
 RC0431
 RC0431  VERT ORDER  -  FIRST     CLASS II
 RC0431
 RC0431.The horizontal coordinates were scaled from a topographic map and have
 RC0431.an estimated accuracy of +/- 6 seconds.
 RC0431
 RC0431.The orthometric height was determined by differential leveling
 RC0431.and adjusted in June 1991.
 RC0431.WARNING-Repeat measurements at this control monument indicate possible
 RC0431.vertical movement.
 RC0431
 RC0431.The geoid height was determined by GEOID03.
 RC0431
 RC0431.The dynamic height is computed by dividing the NAVD 88
 RC0431.geopotential number by the normal gravity value computed on the
 RC0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0431.degrees latitude (g = 980.6199 gals.).
 RC0431
 RC0431.The modeled gravity was interpolated from observed gravity values.
 RC0431
 RC0431;                    North         East    Units  Estimated Accuracy
 RC0431;SPC OR N     -   184,990.    2,478,950.      MT  (+/- 180 meters Scaled)
 RC0431
 RC0431                          SUPERSEDED SURVEY CONTROL
 RC0431
 RC0431  NGVD 29 (??/??/92)  727.974  (m)         2388.36   (f) ADJ UNCH    1 2
 RC0431
 RC0431.Superseded values are not recommended for survey control.
 RC0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0431.See file dsdata.txt to determine how the superseded data were derived.
 RC0431
 RC0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR748221(NAD 83)
 RC0431_MARKER: P = PIPE CAP
 RC0431_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RC0431_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RC0431_STAMPING: 2387.502 H 1904
 RC0431_MARK LOGO: USGS  
 RC0431_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC0431
 RC0431  HISTORY     - Date     Condition        Report By
 RC0431  HISTORY     - 1904     MONUMENTED       USGS
 RC0431  HISTORY     - 1961     GOOD             NGS
 RC0431  HISTORY     - 1987     GOOD             NGS
 RC0431
 RC0431                          STATION DESCRIPTION
 RC0431
 RC0431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RC0431'2.0 MI SE FROM GRASS VALLEY.
 RC0431'REACHED FROM THE POST OFFICE AT GRASS VALLEY GO SOUTHEAST ON U.S.
 RC0431'HIGHWAY 97 FOR 2.0 MILES TO THE EAST END OF A ROAD TANGENT.  BENCH
 RC0431'MARK IS ABOUT 100-FEET NORTH OF THE HIGHWAY, 15 FEET NORTHEAST OF THE
 RC0431'CENTER LINE OF THE UNION PACIFIC RAILROAD TRACKS, NEAR THE SOUTHEAST
 RC0431'END OF A SMALL CUT FOR THE RAILROAD, AND 1-FOOT EAST OF A WITNESS
 RC0431'POST.
 RC0431
 RC0431                          STATION RECOVERY (1987)
 RC0431
 RC0431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RC0431'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.7 KM
 RC0431'(2.30 MI) SOUTH ALONG US HIGHWAY 97 FROM THE POST OFFICE IN GRASS
 RC0431'VALLEY, 38.4 M (126.0 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 22.6 M
 RC0431'(74.1 FT) NORTHEAST OF A RIGHT OF WAY FENCE, 20.0 M (65.6 FT) NORTH
 RC0431'OF A FENCE CORNER, 9.6 M (31.5 FT) SOUTHWEST OF A FENCE, 7.0 M
 RC0431'(23.0 FT) NORTHEAST OF A FENCE.
 RC0431'THE MARK IS 0.33 METERS  NW FROM  A WITNESS POST
 RC0431'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0427 ***********************************************************************
 RC0427  DESIGNATION -  2391 H
 RC0427  PID         -  RC0427
 RC0427  STATE/COUNTY-  OR/SHERMAN
 RC0427  USGS QUAD   -  ERSKINE (1962)
 RC0427
 RC0427                         *CURRENT SURVEY CONTROL
 RC0427  ___________________________________________________________________
 RC0427* NAD 83(1986)-  45 22 50.     (N)    120 47 23.     (W)     SCALED    
 RC0427* NAVD 88     -       730.208  (meters)    2395.69   (feet)  ADJUSTED  
 RC0427  ___________________________________________________________________
 RC0427  GEOID HEIGHT-         -21.06  (meters)                     GEOID03
 RC0427  DYNAMIC HT  -         730.097 (meters)    2395.33  (feet)  COMP
 RC0427  MODELED GRAV-     980,439.6   (mgal)                       NAVD 88
 RC0427
 RC0427  VERT ORDER  -  FIRST     CLASS II
 RC0427
 RC0427.The horizontal coordinates were scaled from a topographic map and have
 RC0427.an estimated accuracy of +/- 6 seconds.
 RC0427
 RC0427.The orthometric height was determined by differential leveling
 RC0427.and adjusted in June 1991.
 RC0427.WARNING-Repeat measurements at this control monument indicate possible
 RC0427.vertical movement.
 RC0427
 RC0427.The geoid height was determined by GEOID03.
 RC0427
 RC0427.The dynamic height is computed by dividing the NAVD 88
 RC0427.geopotential number by the normal gravity value computed on the
 RC0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0427.degrees latitude (g = 980.6199 gals.).
 RC0427
 RC0427.The modeled gravity was interpolated from observed gravity values.
 RC0427
 RC0427;                    North         East    Units  Estimated Accuracy
 RC0427;SPC OR N     -   190,490.    2,477,310.      MT  (+/- 180 meters Scaled)
 RC0427
 RC0427                          SUPERSEDED SURVEY CONTROL
 RC0427
 RC0427  NGVD 29 (??/??/92)  729.149  (m)         2392.22   (f) ADJ UNCH    1 2
 RC0427
 RC0427.Superseded values are not recommended for survey control.
 RC0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0427.See file dsdata.txt to determine how the superseded data were derived.
 RC0427
 RC0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR730276(NAD 83)
 RC0427_MARKER: P = PIPE CAP
 RC0427_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RC0427_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RC0427_STAMPING: 2391.431 H 1904
 RC0427_MARK LOGO: USGS  
 RC0427_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC0427
 RC0427  HISTORY     - Date     Condition        Report By
 RC0427  HISTORY     - 1904     MONUMENTED       USGS
 RC0427  HISTORY     - 1961     GOOD             NGS
 RC0427  HISTORY     - 1987     GOOD             NGS
 RC0427
 RC0427                          STATION DESCRIPTION
 RC0427
 RC0427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RC0427'2.2 MI N FROM GRASS VALLEY.
 RC0427'REACHED FROM THE POST OFFICE AT GRASS VALLEY GO NORTH ON U.S. HIGHWAY
 RC0427'97 FOR 2.2 MILES, TURN LEFT, WEST, ACROSS THE UNION PACIFIC RAILROAD
 RC0427'TRACKS, ON A ROAD LEADING TO THE I.O.O.F. CEMETERY.  BENCH MARK IS
 RC0427'LOCATED 27 FEET WEST OF THE CENTER LINE OF THE RAILROAD TRACKS, 12
 RC0427'FEET SOUTH OF THE ROAD LEADING TO THE CEMETERY, AND 1-FOOT NORTH OF A
 RC0427'METAL WITNESS POST.  A STANDARD CAP RIVETED TO THE TOP OF A 3-1/2-INCH
 RC0427'IRON PIPE ENCASED IN CONCRETE PROJECTING ABOUT 8-INCHES.
 RC0427
 RC0427                          STATION RECOVERY (1987)
 RC0427
 RC0427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RC0427'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.7 KM
 RC0427'(1.70 MI) NORTH ALONG US HIGHWAY 97 FROM THE POST OFFICE IN GRASS
 RC0427'VALLEY, 4.6 M (15.1 FT) SOUTH OF THE CENTER OF A ROAD TO A CEMETERY,
 RC0427'74.4 M (244.1 FT) WEST OF THE CENTERLINE OF THE HIGHWAY  7.55 M
 RC0427'(24.8 FT) NORTH OF A FENCE.
 RC0427'THE MARK IS 0.30 METERS  N FROM  A WITNESS POST
 RC0427'THE MARK IS 0.30 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0652 ***********************************************************************
 QB0652  DESIGNATION -  2398
 QB0652  PID         -  QB0652
 QB0652  STATE/COUNTY-  OR/MALHEUR
 QB0652  USGS QUAD   -  JAMIESON (1988)
 QB0652
 QB0652                         *CURRENT SURVEY CONTROL
 QB0652  ___________________________________________________________________
 QB0652* NAD 83(1986)-  44 08 10.     (N)    117 23 15.     (W)     SCALED    
 QB0652* NAVD 88     -       734.330  (meters)    2409.21   (feet)  ADJUSTED  
 QB0652  ___________________________________________________________________
 QB0652  GEOID HEIGHT-         -17.87  (meters)                     GEOID03
 QB0652  DYNAMIC HT  -         734.087 (meters)    2408.42  (feet)  COMP
 QB0652  MODELED GRAV-     980,264.3   (mgal)                       NAVD 88
 QB0652
 QB0652  VERT ORDER  -  FIRST     CLASS II
 QB0652
 QB0652.The horizontal coordinates were scaled from a topographic map and have
 QB0652.an estimated accuracy of +/- 6 seconds.
 QB0652
 QB0652.The orthometric height was determined by differential leveling
 QB0652.and adjusted in June 1991.
 QB0652
 QB0652.The geoid height was determined by GEOID03.
 QB0652
 QB0652.The dynamic height is computed by dividing the NAVD 88
 QB0652.geopotential number by the normal gravity value computed on the
 QB0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0652.degrees latitude (g = 980.6199 gals.).
 QB0652
 QB0652.The modeled gravity was interpolated from observed gravity values.
 QB0652
 QB0652;                    North         East    Units  Estimated Accuracy
 QB0652;SPC OR S     -   278,960.    1,749,020.      MT  (+/- 180 meters Scaled)
 QB0652
 QB0652                          SUPERSEDED SURVEY CONTROL
 QB0652
 QB0652  NGVD 29 (??/??/92)  733.247  (m)         2405.66   (f) ADJ UNCH    1 2
 QB0652
 QB0652.Superseded values are not recommended for survey control.
 QB0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0652.See file dsdata.txt to determine how the superseded data were derived.
 QB0652
 QB0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ690870(NAD 83)
 QB0652_MARKER: P = PIPE CAP
 QB0652_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QB0652_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QB0652_STAMPING: 2406.163 1904
 QB0652_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB0652
 QB0652  HISTORY     - Date     Condition        Report By
 QB0652  HISTORY     - 1904     MONUMENTED       USGS
 QB0652  HISTORY     - 1935     GOOD             NGS
 QB0652  HISTORY     - 1985     MARK NOT FOUND   NGS
 QB0652
 QB0652                          STATION DESCRIPTION
 QB0652
 QB0652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 QB0652'9.4 MI SE FROM BROGAN.
 QB0652'ABOUT 9.4 MILES SOUTHEAST ALONG THE JOHN DAY HIGHWAY (U. S. 28) FROM
 QB0652'BROGAN, MALHEUR COUNTY, THENCE ABOUT 1.3 MILES SOUTHEAST ALONG DIRT
 QB0652'ROADS.  ABOUT 0.4 MILE SOUTHEAST ALONG THE OLD COUNTY ROAD FROM A
 QB0652'RANCH HOUSE, IN A SAGEBRUSH FLAT, ABOUT 600 FEET EAST OF THE TOP OF A
 QB0652'NATURAL BANK, ABOUT 350 FEET SOUTHEAST OF THE CROSSING OF A SMALL
 QB0652'WASH, AND 15 FEET WEST OF THE ROAD.  A UNITED STATES GEOLOGICAL SURVEY
 QB0652'STANDARD CAP, STAMPED 2406.163 1904 AND RIVETED ON THE TOP OF A 3-1/2-
 QB0652'INCH IRON PIPE.
 QB0652
 QB0652                          STATION RECOVERY (1985)
 QB0652
 QB0652'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QB0652'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0082 ***********************************************************************
 PB0082  DESIGNATION -  24
 PB0082  PID         -  PB0082
 PB0082  STATE/COUNTY-  OR/DESCHUTES
 PB0082  USGS QUAD   -  MILLICAN (1967)
 PB0082
 PB0082                         *CURRENT SURVEY CONTROL
 PB0082  ___________________________________________________________________
 PB0082* NAD 83(1986)-  43 52 39.     (N)    120 54 19.     (W)     SCALED    
 PB0082* NAVD 88     -      1301.254  (meters)    4269.20   (feet)  ADJUSTED  
 PB0082  ___________________________________________________________________
 PB0082  GEOID HEIGHT-         -20.29  (meters)                     GEOID03
 PB0082  DYNAMIC HT  -        1300.659 (meters)    4267.25  (feet)  COMP
 PB0082  MODELED GRAV-     980,116.2   (mgal)                       NAVD 88
 PB0082
 PB0082  VERT ORDER  -  FIRST     CLASS II
 PB0082
 PB0082.The horizontal coordinates were scaled from a topographic map and have
 PB0082.an estimated accuracy of +/- 6 seconds.
 PB0082
 PB0082.The orthometric height was determined by differential leveling
 PB0082.and adjusted in June 1991.
 PB0082
 PB0082.The geoid height was determined by GEOID03.
 PB0082
 PB0082.The dynamic height is computed by dividing the NAVD 88
 PB0082.geopotential number by the normal gravity value computed on the
 PB0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0082.degrees latitude (g = 980.6199 gals.).
 PB0082
 PB0082.The modeled gravity was interpolated from observed gravity values.
 PB0082
 PB0082;                    North         East    Units  Estimated Accuracy
 PB0082;SPC OR S     -   245,670.    1,467,430.      MT  (+/- 180 meters Scaled)
 PB0082
 PB0082                          SUPERSEDED SURVEY CONTROL
 PB0082
 PB0082  NGVD 29 (??/??/92) 1300.051  (m)         4265.25   (f) ADJ UNCH    1 2
 PB0082
 PB0082.Superseded values are not recommended for survey control.
 PB0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0082.See file dsdata.txt to determine how the superseded data were derived.
 PB0082
 PB0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP682604(NAD 83)
 PB0082_MARKER: DD = SURVEY DISK
 PB0082_SETTING: 80 = SET IN A BOULDER
 PB0082_SP_SET: BOULDER
 PB0082_STAMPING: 4266 24 1927
 PB0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0082+STABILITY: SURFACE MOTION
 PB0082
 PB0082  HISTORY     - Date     Condition        Report By
 PB0082  HISTORY     - 1927     MONUMENTED       ORDT
 PB0082  HISTORY     - 1943     GOOD             NGS
 PB0082
 PB0082                          STATION DESCRIPTION
 PB0082
 PB0082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PB0082'0.7 MI E FROM MILLICAN.
 PB0082'ABOUT 0.7 MILE EAST ALONG THE CENTRAL OREGON HIGHWAY (U.S. 20) FROM
 PB0082'THE POST OFFICE AT MILLICAN, DESCHUTES COUNTY, AT A HIGHWAY SURVEY
 PB0082'STATION 1354 + 50, JUST EAST OF A SMALL ROCK CUT AT A MESA CROSSING,
 PB0082'ABOUT 350 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF
 PB0082'A BOULDER AT THE TOE ON THE SOUTH SIDE OF THE MESA, AND 2 FEET EAST OF
 PB0082'A WHITE WOODEN WITNESS POST.  AN OREGON STATE HIGHWAY DEPARTMENT
 PB0082'STANDARD DISK, STAMPED 4266 24 1927.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3700 ***********************************************************************
 RD3700  DESIGNATION -  24
 RD3700  PID         -  RD3700
 RD3700  STATE/COUNTY-  OR/MULTNOMAH
 RD3700  USGS QUAD   -  LINNTON (1990)
 RD3700
 RD3700                         *CURRENT SURVEY CONTROL
 RD3700  ___________________________________________________________________
 RD3700* NAD 83(1991)-  45 36 34.69361(N)    122 47 22.54198(W)     ADJUSTED  
 RD3700* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 RD3700  ___________________________________________________________________
 RD3700  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 RD3700  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 RD3700  HORZ ORDER  -  THIRD
 RD3700
 RD3700.The horizontal coordinates were established by classical geodetic methods
 RD3700.and adjusted by the National Geodetic Survey in October 1991.
 RD3700
 RD3700.The orthometric height was scaled from a topographic map.
 RD3700
 RD3700.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3700
 RD3700.The geoid height was determined by GEOID03.
 RD3700
 RD3700;                    North         East     Units Scale Factor Converg.
 RD3700;SPC OR N     -   218,439.094 2,321,434.772   MT  0.99992417   -1 37 25.5
 RD3700;SPC OR N     -   716,663.69  7,616,255.81   iFT  0.99992417   -1 37 25.5
 RD3700;SPC WA S     -    33,303.987   321,412.012   MT  1.00005820   -1 39 47.3
 RD3700;SPC WA S     -   109,264.83  1,054,499.24   sFT  1.00005820   -1 39 47.3
 RD3700;UTM  10      - 5,050,698.513   516,406.336   MT  0.99960331   +0 09 01.3
 RD3700
 RD3700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3700!SPC OR N     -   1.00000294  x   0.99992417  =   0.99992711
 RD3700!SPC WA S     -   1.00000294  x   1.00005820  =   1.00006114
 RD3700!UTM  10      -   1.00000294  x   0.99960331  =   0.99960625
 RD3700
 RD3700:                Primary Azimuth Mark                     Grid Az
 RD3700:SPC OR N     -  22                                       339 38 09.0
 RD3700:SPC WA S     -  22                                       339 40 30.8
 RD3700:UTM  10      -  22                                       337 51 42.2
 RD3700
 RD3700|---------------------------------------------------------------------|
 RD3700| PID    Reference Object                     Distance      Geod. Az  |
 RD3700|                                                           dddmmss.s |
 RD3700| RD3693 22                                  APPROX. 1.0 KM 3380043.5 |
 RD3700|---------------------------------------------------------------------|
 RD3700
 RD3700                          SUPERSEDED SURVEY CONTROL
 RD3700
 RD3700  NAD 83(1986)-  45 36 34.71307(N)    122 47 22.54414(W) AD(       ) 3
 RD3700  NAD 27      -  45 36 35.29100(N)    122 47 18.18200(W) AD(       ) 3
 RD3700
 RD3700.Superseded values are not recommended for survey control.
 RD3700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3700.See file dsdata.txt to determine how the superseded data were derived.
 RD3700
 RD3700_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1640650699(NAD 83)
 RD3700
 RD3700  HISTORY     - Date     Condition        Report By
 RD3700  HISTORY     - 1899     MONUMENTED       USE
 RD3700  HISTORY     - 1960     SEE DESCRIPTION  CGS
 RD3700  HISTORY     - 19941031 MARK NOT FOUND   USPSQD
 RD3700
 RD3700                          STATION DESCRIPTION
 RD3700
 RD3700'DESCRIBED BY US ENGINEERS 1899
 RD3700'THE STATION IS MARKED BY PIPE.
 RD3700
 RD3700                          STATION RECOVERY (1960)
 RD3700
 RD3700'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ANS)
 RD3700'A SEARCH WAS MADE FOR THIS STATION AND WAS NOT RECOVERED.  IT IS
 RD3700'QUITE CERTAIN THAT IT WAS DESTROYED BY CONSTRUCTION IN THE
 RD3700'VICINITY OF LINNTON.
 RD3700'
 RD3700'THIS STATION SHOULD BE CLASSIFIED AS LOST.
 RD3700
 RD3700                          STATION RECOVERY (1994)
 RD3700
 RD3700'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD3700'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1153 ***********************************************************************
 QD1153  DESIGNATION -  24 168
 QD1153  PID         -  QD1153
 QD1153  STATE/COUNTY-  OR/LINN
 QD1153  USGS QUAD   -  MOUNT BRUNO (1994)
 QD1153
 QD1153                         *CURRENT SURVEY CONTROL
 QD1153  ___________________________________________________________________
 QD1153* NAD 83(1986)-  44 39 46.     (N)    121 57 20.     (W)     SCALED    
 QD1153* NAVD 88     -       704.981  (meters)    2312.93   (feet)  ADJUSTED  
 QD1153  ___________________________________________________________________
 QD1153  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 QD1153  DYNAMIC HT  -         704.797 (meters)    2312.32  (feet)  COMP
 QD1153  MODELED GRAV-     980,334.6   (mgal)                       NAVD 88
 QD1153
 QD1153  VERT ORDER  -  FIRST     CLASS II
 QD1153
 QD1153.The horizontal coordinates were scaled from a topographic map and have
 QD1153.an estimated accuracy of +/- 6 seconds.
 QD1153
 QD1153.The orthometric height was determined by differential leveling
 QD1153.and adjusted in June 1991.
 QD1153
 QD1153.The geoid height was determined by GEOID03.
 QD1153
 QD1153.The dynamic height is computed by dividing the NAVD 88
 QD1153.geopotential number by the normal gravity value computed on the
 QD1153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1153.degrees latitude (g = 980.6199 gals.).
 QD1153
 QD1153.The modeled gravity was interpolated from observed gravity values.
 QD1153
 QD1153;                    North         East    Units  Estimated Accuracy
 QD1153;SPC OR N     -   111,730.    2,384,580.      MT  (+/- 180 meters Scaled)
 QD1153
 QD1153                          SUPERSEDED SURVEY CONTROL
 QD1153
 QD1153  NGVD 29 (??/??/92)  703.848  (m)         2309.21   (f) ADJ UNCH    1 2
 QD1153
 QD1153.Superseded values are not recommended for survey control.
 QD1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1153.See file dsdata.txt to determine how the superseded data were derived.
 QD1153
 QD1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ828460(NAD 83)
 QD1153_MARKER: DD = SURVEY DISK
 QD1153_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QD1153_SP_SET: BRIDGE
 QD1153_STAMPING: 2309 24168 34
 QD1153_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QD1153
 QD1153  HISTORY     - Date     Condition        Report By
 QD1153  HISTORY     - UNK      MONUMENTED       BPR
 QD1153  HISTORY     - 1941     GOOD             NGS
 QD1153
 QD1153                          STATION DESCRIPTION
 QD1153
 QD1153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QD1153'8.29 MI E FROM IDANHA.
 QD1153'LOCATED ALONG NORTH SANTIAM HIGHWAY IN NORTHEAST CORNER OF HIGHWAY
 QD1153'BRIDGE OVER PAMELIA CREEK, 15 FEET EAST CENTER OF HIGHWAY, ABOUT 80
 QD1153'FEET SOUTH WEST OF SMALL SAWMILL, IN FOOT RAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1155 ***********************************************************************
 QD1155  DESIGNATION -  24 175
 QD1155  PID         -  QD1155
 QD1155  STATE/COUNTY-  OR/LINN
 QD1155  USGS QUAD   -  MOUNT BRUNO (1994)
 QD1155
 QD1155                         *CURRENT SURVEY CONTROL
 QD1155  ___________________________________________________________________
 QD1155* NAD 83(1986)-  44 38 39.     (N)    121 56 42.     (W)     SCALED    
 QD1155* NAVD 88     -       710.539  (meters)    2331.16   (feet)  ADJUSTED  
 QD1155  ___________________________________________________________________
 QD1155  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 QD1155  DYNAMIC HT  -         710.350 (meters)    2330.54  (feet)  COMP
 QD1155  MODELED GRAV-     980,329.1   (mgal)                       NAVD 88
 QD1155
 QD1155  VERT ORDER  -  FIRST     CLASS II
 QD1155
 QD1155.The horizontal coordinates were scaled from a topographic map and have
 QD1155.an estimated accuracy of +/- 6 seconds.
 QD1155
 QD1155.The orthometric height was determined by differential leveling
 QD1155.and adjusted in June 1991.
 QD1155
 QD1155.The geoid height was determined by GEOID03.
 QD1155
 QD1155.The dynamic height is computed by dividing the NAVD 88
 QD1155.geopotential number by the normal gravity value computed on the
 QD1155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1155.degrees latitude (g = 980.6199 gals.).
 QD1155
 QD1155.The modeled gravity was interpolated from observed gravity values.
 QD1155
 QD1155;                    North         East    Units  Estimated Accuracy
 QD1155;SPC OR N     -   109,650.    2,385,380.      MT  (+/- 180 meters Scaled)
 QD1155
 QD1155                          SUPERSEDED SURVEY CONTROL
 QD1155
 QD1155  NGVD 29 (??/??/92)  709.404  (m)         2327.44   (f) ADJ UNCH    1 2
 QD1155
 QD1155.Superseded values are not recommended for survey control.
 QD1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1155.See file dsdata.txt to determine how the superseded data were derived.
 QD1155
 QD1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ836439(NAD 83)
 QD1155_MARKER: DD = SURVEY DISK
 QD1155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD1155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QD1155_STAMPING: 24-175 1934
 QD1155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD1155+STABILITY: SURFACE MOTION
 QD1155
 QD1155  HISTORY     - Date     Condition        Report By
 QD1155  HISTORY     - 1934     MONUMENTED       BPR
 QD1155
 QD1155                          STATION DESCRIPTION
 QD1155
 QD1155'DESCRIBED BY US BUREAU OF PUBLIC ROADS 1934
 QD1155'9.7 MI E FROM IDANHA.
 QD1155'ABOUT 9.7 MILES EAST OF IDANHA POST OFFICE, ALONG THE NORTH SANTIAM
 QD1155'HIGHWAY, 50 FEET SOUTH OF CUT IN HIGHWAY NEXT TO NORTH SANTIAM RIVER,
 QD1155'85 FEET EAST OF CENTER OF HIGHWAY, 2 FEET BELOW ROAD LEVEL.  A B.P.R.
 QD1155'DISK SET IN A CONCRETE POST.  WITNESS POST SET BY MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1162 ***********************************************************************
 QD1162  DESIGNATION -  24 196
 QD1162  PID         -  QD1162
 QD1162  STATE/COUNTY-  OR/LINN
 QD1162  USGS QUAD   -  MARION FORKS (1994)
 QD1162
 QD1162                         *CURRENT SURVEY CONTROL
 QD1162  ___________________________________________________________________
 QD1162* NAD 83(1986)-  44 33 30.     (N)    121 59 41.     (W)     SCALED    
 QD1162* NAVD 88     -       893.034  (meters)    2929.90   (feet)  ADJUSTED  
 QD1162  ___________________________________________________________________
 QD1162  GEOID HEIGHT-         -21.54  (meters)                     GEOID03
 QD1162  DYNAMIC HT  -         892.758 (meters)    2928.99  (feet)  COMP
 QD1162  MODELED GRAV-     980,278.8   (mgal)                       NAVD 88
 QD1162
 QD1162  VERT ORDER  -  FIRST     CLASS II
 QD1162
 QD1162.The horizontal coordinates were scaled from a topographic map and have
 QD1162.an estimated accuracy of +/- 6 seconds.
 QD1162
 QD1162.The orthometric height was determined by differential leveling
 QD1162.and adjusted in June 1991.
 QD1162
 QD1162.The geoid height was determined by GEOID03.
 QD1162
 QD1162.The dynamic height is computed by dividing the NAVD 88
 QD1162.geopotential number by the normal gravity value computed on the
 QD1162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1162.degrees latitude (g = 980.6199 gals.).
 QD1162
 QD1162.The modeled gravity was interpolated from observed gravity values.
 QD1162
 QD1162;                    North         East    Units  Estimated Accuracy
 QD1162;SPC OR N     -   100,180.    2,381,260.      MT  (+/- 180 meters Scaled)
 QD1162
 QD1162                          SUPERSEDED SURVEY CONTROL
 QD1162
 QD1162  NGVD 29 (??/??/92)  891.866  (m)         2926.06   (f) ADJ UNCH    1 2
 QD1162
 QD1162.Superseded values are not recommended for survey control.
 QD1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1162.See file dsdata.txt to determine how the superseded data were derived.
 QD1162
 QD1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ798343(NAD 83)
 QD1162_MARKER: DD = SURVEY DISK
 QD1162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD1162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QD1162_STAMPING: 24-196 1936 ELEV. 3926
 QD1162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD1162+STABILITY: SURFACE MOTION
 QD1162
 QD1162  HISTORY     - Date     Condition        Report By
 QD1162  HISTORY     - 1936     MONUMENTED       BPR
 QD1162
 QD1162                          STATION DESCRIPTION
 QD1162
 QD1162'DESCRIBED BY US BUREAU OF PUBLIC ROADS 1936
 QD1162'17.53 MI E FROM IDANHA.
 QD1162'ABOUT 17.53 MILES EAST OF IDANHA POST OFFICE, ALONG THE NORTH SANTIAM
 QD1162'HIGHWAY, 250 FEET SOUTH OF SOUTH END OF ROAD FILL BETWEEN RIVER AND
 QD1162'SMALL POND, 40 FEET EAST OF CENTER OF HIGHWAY.  A B.P.R. DISK SET IN A
 QD1162'CONCRETE POST.  WITNESS POST SET BY MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3697 ***********************************************************************
 RD3697  DESIGNATION -  24 2
 RD3697  PID         -  RD3697
 RD3697  STATE/COUNTY-  OR/MULTNOMAH
 RD3697  USGS QUAD   -  LINNTON (1990)
 RD3697
 RD3697                         *CURRENT SURVEY CONTROL
 RD3697  ___________________________________________________________________
 RD3697* NAD 83(1991)-  45 36 34.99799(N)    122 47 23.69101(W)     ADJUSTED  
 RD3697* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 RD3697  ___________________________________________________________________
 RD3697  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 RD3697  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 RD3697  HORZ ORDER  -  THIRD
 RD3697
 RD3697.The horizontal coordinates were established by classical geodetic methods
 RD3697.and adjusted by the National Geodetic Survey in October 1991.
 RD3697
 RD3697.The orthometric height was scaled from a topographic map.
 RD3697
 RD3697.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3697
 RD3697.The geoid height was determined by GEOID03.
 RD3697
 RD3697;                    North         East     Units Scale Factor Converg.
 RD3697;SPC OR N     -   218,449.193 2,321,410.153   MT  0.99992418   -1 37 26.3
 RD3697;SPC OR N     -   716,696.83  7,616,175.04   iFT  0.99992418   -1 37 26.3
 RD3697;SPC WA S     -    33,314.104   321,387.396   MT  1.00005817   -1 39 48.2
 RD3697;SPC WA S     -   109,298.02  1,054,418.48   sFT  1.00005817   -1 39 48.2
 RD3697;UTM  10      - 5,050,707.841   516,381.423   MT  0.99960330   +0 09 00.5
 RD3697
 RD3697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3697!SPC OR N     -   1.00000294  x   0.99992418  =   0.99992712
 RD3697!SPC WA S     -   1.00000294  x   1.00005817  =   1.00006111
 RD3697!UTM  10      -   1.00000294  x   0.99960330  =   0.99960624
 RD3697
 RD3697:                Primary Azimuth Mark                     Grid Az
 RD3697:SPC OR N     -  23                                       029 03 47.6
 RD3697:SPC WA S     -  23                                       029 06 09.5
 RD3697:UTM  10      -  23                                       027 17 20.8
 RD3697
 RD3697|---------------------------------------------------------------------|
 RD3697| PID    Reference Object                     Distance      Geod. Az  |
 RD3697|                                                           dddmmss.s |
 RD3697| RD3702 23                                  APPROX. 0.8 KM 0272621.3 |
 RD3697|---------------------------------------------------------------------|
 RD3697
 RD3697                          SUPERSEDED SURVEY CONTROL
 RD3697
 RD3697  NAD 83(1986)-  45 36 35.01745(N)    122 47 23.69316(W) AD(       ) 3
 RD3697  NAD 27      -  45 36 35.59500(N)    122 47 19.33100(W) AD(       ) 3
 RD3697
 RD3697.Superseded values are not recommended for survey control.
 RD3697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3697.See file dsdata.txt to determine how the superseded data were derived.
 RD3697
 RD3697_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1638150708(NAD 83)
 RD3697
 RD3697  HISTORY     - Date     Condition        Report By
 RD3697  HISTORY     - 1899     MONUMENTED       USE
 RD3697  HISTORY     - 1960     SEE DESCRIPTION  CGS
 RD3697  HISTORY     - 19941031 MARK NOT FOUND   USPSQD
 RD3697
 RD3697                          STATION DESCRIPTION
 RD3697
 RD3697'DESCRIBED BY US ENGINEERS 1899
 RD3697'THE STATION IS MARKED BY A PIPE SET IN THE CENTER OF A SQUARE
 RD3697'BLOCK OF CONCRETE.  THE TOP OF THE BLOCK IS SMOOTHED OFF AND
 RD3697'BEARS THE LETTERS U.S.E., ONE LETTER IN EACH OF THREE CORNERS.  IN
 RD3697'THE FOURTH CORNER IS THE NUMBER BY WHICH THE STATION IS KNOWN.
 RD3697
 RD3697                          STATION RECOVERY (1960)
 RD3697
 RD3697'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ANS)
 RD3697'A SEARCH WAS MADE FOR THIS STATION AND WAS NOT RECOVERED.  IT IS
 RD3697'QUITE CERTAIN THAT THIS STATION HAS BEEN DESTROYED BY CONSTRUCTION
 RD3697'IN THE VICINITY OF LINNTON.
 RD3697'
 RD3697'THIS STATION SHOULD BE CLASSIFIED AS DESTROYED.
 RD3697
 RD3697                          STATION RECOVERY (1994)
 RD3697
 RD3697'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD3697'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1077 ***********************************************************************
 QD1077  DESIGNATION -  24 202
 QD1077  PID         -  QD1077
 QD1077  STATE/COUNTY-  OR/LINN
 QD1077  USGS QUAD   -  SANTIAM JUNCTION (1988)
 QD1077
 QD1077                         *CURRENT SURVEY CONTROL
 QD1077  ___________________________________________________________________
 QD1077* NAD 83(1986)-  44 29 09.     (N)    121 59 54.     (W)     SCALED    
 QD1077* NAVD 88     -      1136.887  (meters)    3729.94   (feet)  ADJUSTED  
 QD1077  ___________________________________________________________________
 QD1077  GEOID HEIGHT-         -21.51  (meters)                     GEOID03
 QD1077  DYNAMIC HT  -        1136.496 (meters)    3728.65  (feet)  COMP
 QD1077  MODELED GRAV-     980,235.1   (mgal)                       NAVD 88
 QD1077
 QD1077  VERT ORDER  -  FIRST     CLASS II
 QD1077
 QD1077.The horizontal coordinates were scaled from a topographic map and have
 QD1077.an estimated accuracy of +/- 6 seconds.
 QD1077
 QD1077.The orthometric height was determined by differential leveling
 QD1077.and adjusted in June 1991.
 QD1077
 QD1077.The geoid height was determined by GEOID03.
 QD1077
 QD1077.The dynamic height is computed by dividing the NAVD 88
 QD1077.geopotential number by the normal gravity value computed on the
 QD1077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1077.degrees latitude (g = 980.6199 gals.).
 QD1077
 QD1077.The modeled gravity was interpolated from observed gravity values.
 QD1077
 QD1077;                    North         East    Units  Estimated Accuracy
 QD1077;SPC OR N     -    92,130.    2,380,820.      MT  (+/- 180 meters Scaled)
 QD1077
 QD1077                          SUPERSEDED SURVEY CONTROL
 QD1077
 QD1077  NGVD 29 (??/??/92) 1135.694  (m)         3726.02   (f) ADJ UNCH    1 2
 QD1077
 QD1077.Superseded values are not recommended for survey control.
 QD1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1077.See file dsdata.txt to determine how the superseded data were derived.
 QD1077
 QD1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ796263(NAD 83)
 QD1077_MARKER: DD = SURVEY DISK
 QD1077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD1077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QD1077_STAMPING: 3727 24 202 1936
 QD1077_MARK LOGO: BPR   
 QD1077_MAGNETIC: N = NO MAGNETIC MATERIAL
 QD1077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD1077+STABILITY: SURFACE MOTION
 QD1077
 QD1077  HISTORY     - Date     Condition        Report By
 QD1077  HISTORY     - 1936     MONUMENTED       BPR
 QD1077  HISTORY     - 19950920 GOOD             NGS
 QD1077
 QD1077                          STATION DESCRIPTION
 QD1077
 QD1077'DESCRIBED BY US BUREAU OF PUBLIC ROADS 1936
 QD1077'21.8 MI E FROM IDANHA.
 QD1077'ABOUT 21.8 MILES EAST OF IDANHA POST OFFICE, ALONG THE NORTH SANTIAM
 QD1077'HIGHWAY, 1.1 MILES SOUTH OF NORTH SANTIAM RIVER BRIDGE 210 FEET SOUTH
 QD1077'OF ROAD LEADING TO, BIG MEADOWS, 70 FEET EAST OF CENTER OF ROAD, 3
 QD1077'FEET BELOW ROAD LEVEL.  A B.P.R. DISK SET IN A CONCRETE POST. WITNESS
 QD1077'POST SET BY MARK.
 QD1077
 QD1077                          STATION RECOVERY (1995)
 QD1077
 QD1077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (LLR)
 QD1077'THIS MARK WAS IN THE OLD SUBSCRIPTION IN 62 BUT IT IS NOT IN THE
 QD1077'COMPUTER.  A NEW TWO REACH FOLLOWS.  TO REACH FROM THE HIGHWAY 20 AND
 QD1077'22 AT SANTIAM JUNCTION GO NE ON HIGHWAY 22 FOR 4.0 MILES.  THE MARK IN
 QD1077'ON THE EAST SIDE OF THE ROAD, ABOUT 70 FEET (21.3 M) FROM THE HIGHWAY
 QD1077'AND IS NEAR A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1078 ***********************************************************************
 QD1078  DESIGNATION -  24 203
 QD1078  PID         -  QD1078
 QD1078  STATE/COUNTY-  OR/LINN
 QD1078  USGS QUAD   -  SANTIAM JUNCTION (1988)
 QD1078
 QD1078                         *CURRENT SURVEY CONTROL
 QD1078  ___________________________________________________________________
 QD1078* NAD 83(1986)-  44 28 28.     (N)    121 59 25.     (W)     SCALED    
 QD1078* NAVD 88     -      1159.599  (meters)    3804.45   (feet)  ADJUSTED  
 QD1078  ___________________________________________________________________
 QD1078  GEOID HEIGHT-         -21.49  (meters)                     GEOID03
 QD1078  DYNAMIC HT  -        1159.197 (meters)    3803.13  (feet)  COMP
 QD1078  MODELED GRAV-     980,230.7   (mgal)                       NAVD 88
 QD1078
 QD1078  VERT ORDER  -  FIRST     CLASS II
 QD1078
 QD1078.The horizontal coordinates were scaled from a topographic map and have
 QD1078.an estimated accuracy of +/- 6 seconds.
 QD1078
 QD1078.The orthometric height was determined by differential leveling
 QD1078.and adjusted in June 1991.
 QD1078
 QD1078.The geoid height was determined by GEOID03.
 QD1078
 QD1078.The dynamic height is computed by dividing the NAVD 88
 QD1078.geopotential number by the normal gravity value computed on the
 QD1078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1078.degrees latitude (g = 980.6199 gals.).
 QD1078
 QD1078.The modeled gravity was interpolated from observed gravity values.
 QD1078
 QD1078;                    North         East    Units  Estimated Accuracy
 QD1078;SPC OR N     -    90,860.    2,381,440.      MT  (+/- 180 meters Scaled)
 QD1078
 QD1078                          SUPERSEDED SURVEY CONTROL
 QD1078
 QD1078  NGVD 29 (??/??/92) 1158.404  (m)         3800.53   (f) ADJ UNCH    1 2
 QD1078
 QD1078.Superseded values are not recommended for survey control.
 QD1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1078.See file dsdata.txt to determine how the superseded data were derived.
 QD1078
 QD1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ803250(NAD 83)
 QD1078_MARKER: DD = SURVEY DISK
 QD1078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD1078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QD1078_STAMPING: 24-203 1936 ELEV. 3801
 QD1078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD1078+STABILITY: SURFACE MOTION
 QD1078
 QD1078  HISTORY     - Date     Condition        Report By
 QD1078  HISTORY     - 1936     MONUMENTED       BPR
 QD1078
 QD1078                          STATION DESCRIPTION
 QD1078
 QD1078'DESCRIBED BY US BUREAU OF PUBLIC ROADS 1936
 QD1078'22.74 MI E FROM IDANHA.
 QD1078'ABOUT 22.74 MILES EAST OF THE IDANHA POST OFFICE, ALONG THE NORTH
 QD1078'SANTIAM HIGHWAY, 2.04 MILES SOUTH OF SANTIAM RIVER BRIDGE, NEAR CREST
 QD1078'OF LONG HILL, SOUTH END OF CUT, 80 FEET EAST OF CENTER OF HIGHWAY.  A
 QD1078'B.P.R. DISK SET IN A CONCRETE POST.  WITNESS POST SET BY MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0628 ***********************************************************************
 NW0628  DESIGNATION -  24 BKC
 NW0628  PID         -  NW0628
 NW0628  STATE/COUNTY-  OR/MALHEUR
 NW0628  USGS QUAD   -  CAVIATTA RIDGE (1980)
 NW0628
 NW0628                         *CURRENT SURVEY CONTROL
 NW0628  ___________________________________________________________________
 NW0628* NAD 83(1986)-  42 31 54.     (N)    117 24 02.     (W)     SCALED    
 NW0628* NAVD 88     -      1482.691  (meters)    4864.46   (feet)  ADJUSTED  
 NW0628  ___________________________________________________________________
 NW0628  GEOID HEIGHT-         -17.73  (meters)                     GEOID03
 NW0628  DYNAMIC HT  -        1481.788 (meters)    4861.50  (feet)  COMP
 NW0628  MODELED GRAV-     979,959.5   (mgal)                       NAVD 88
 NW0628
 NW0628  VERT ORDER  -  SECOND    CLASS 0
 NW0628
 NW0628.The horizontal coordinates were scaled from a topographic map and have
 NW0628.an estimated accuracy of +/- 6 seconds.
 NW0628
 NW0628.The orthometric height was determined by differential leveling
 NW0628.and adjusted in August 1995.
 NW0628
 NW0628.The geoid height was determined by GEOID03.
 NW0628
 NW0628.The dynamic height is computed by dividing the NAVD 88
 NW0628.geopotential number by the normal gravity value computed on the
 NW0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0628.degrees latitude (g = 980.6199 gals.).
 NW0628
 NW0628.The modeled gravity was interpolated from observed gravity values.
 NW0628
 NW0628;                    North         East    Units  Estimated Accuracy
 NW0628;SPC OR S     -   100,800.    1,754,570.      MT  (+/- 180 meters Scaled)
 NW0628
 NW0628                          SUPERSEDED SURVEY CONTROL
 NW0628
 NW0628.No superseded survey control is available for this station.
 NW0628
 NW0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH671088(NAD 83)
 NW0628_MARKER: DB = BENCH MARK DISK
 NW0628_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0628_SP_SET: COPPER-CLAD STEEL ROD
 NW0628_STAMPING: 24 BKC 1973 4861
 NW0628_MARK LOGO: USGS  
 NW0628_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0628_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0628_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0628+SATELLITE: SATELLITE OBSERVATIONS - 1973
 NW0628
 NW0628  HISTORY     - Date     Condition        Report By
 NW0628  HISTORY     - 1973     MONUMENTED       USGS
 NW0628
 NW0628                          STATION DESCRIPTION
 NW0628
 NW0628'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 NW0628'FROM ROME, OREGON PROCEED 29.8 MILES SOUTH AND SOUTHEAST ALONG A
 NW0628'TRACK ROAD, THENCE 9.7 MILES SOUTHWEST, SOUTH AND WEST ALONG A TRACK
 NW0628'ROAD, ABOUT 300 FEET EAST OF A FENCE CROSSING, 54 FEET NORTH OF THE
 NW0628'CENTERLINE OF THE ROAD, 3 FEET EAST OF A CAIRN, SET ON A 5/8-INCH
 NW0628'COPPER-COATED ROD DRIVEN TO REFUSAL (ROD DEPTH UNKNOWN) WITH THE TOP
 NW0628'ENCASED IN 6-INCH DRAINPIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0764 ***********************************************************************
 PA0764  DESIGNATION -  24 FMK
 PA0764  PID         -  PA0764
 PA0764  STATE/COUNTY-  OR/HARNEY
 PA0764  USGS QUAD   -  JACKASS BUTTE (1967)
 PA0764
 PA0764                         *CURRENT SURVEY CONTROL
 PA0764  ___________________________________________________________________
 PA0764* NAD 83(1986)-  43 04 59.     (N)    118 56 17.     (W)     SCALED    
 PA0764* NAVD 88     -      1382.873  (meters)    4536.98   (feet)  ADJUSTED  
 PA0764  ___________________________________________________________________
 PA0764  GEOID HEIGHT-         -19.24  (meters)                     GEOID03
 PA0764  DYNAMIC HT  -        1382.131 (meters)    4534.54  (feet)  COMP
 PA0764  MODELED GRAV-     980,034.8   (mgal)                       NAVD 88
 PA0764
 PA0764  VERT ORDER  -  SECOND    CLASS 0
 PA0764
 PA0764.The horizontal coordinates were scaled from a topographic map and have
 PA0764.an estimated accuracy of +/- 6 seconds.
 PA0764
 PA0764.The orthometric height was determined by differential leveling
 PA0764.and adjusted in August 1995.
 PA0764
 PA0764.The geoid height was determined by GEOID03.
 PA0764
 PA0764.The dynamic height is computed by dividing the NAVD 88
 PA0764.geopotential number by the normal gravity value computed on the
 PA0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0764.degrees latitude (g = 980.6199 gals.).
 PA0764
 PA0764.The modeled gravity was interpolated from observed gravity values.
 PA0764
 PA0764;                    North         East    Units  Estimated Accuracy
 PA0764;SPC OR S     -   158,520.    1,627,170.      MT  (+/- 180 meters Scaled)
 PA0764
 PA0764                          SUPERSEDED SURVEY CONTROL
 PA0764
 PA0764.No superseded survey control is available for this station.
 PA0764
 PA0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH422718(NAD 83)
 PA0764_MARKER: DB = BENCH MARK DISK
 PA0764_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PA0764_SP_SET: COPPER-CLAD STEEL ROD
 PA0764_STAMPING: 24 FMK 1970 4533
 PA0764_MARK LOGO: USGS  
 PA0764_PROJECTION: FLUSH
 PA0764_MAGNETIC: I = MARKER IS A STEEL ROD
 PA0764_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PA0764_ROD/PIPE-DEPTH: 1.52 meters
 PA0764
 PA0764  HISTORY     - Date     Condition        Report By
 PA0764  HISTORY     - 1970     MONUMENTED       USGS
 PA0764
 PA0764                          STATION DESCRIPTION
 PA0764
 PA0764'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 PA0764'FROM THE BRIDGE OVER THE NARROWS, PROCEED 12.2 MILES SOUTH ALONG
 PA0764'STATE HIGHWAY 205, THENCE 3.3 MILES SOUTHWEST ALONG THE ROAD TO
 PA0764'FOSTER LAKE AND PLUSH, 200 FEET NORTHEAST OF THE NORTHEAST END OF A
 PA0764'CURVE, 42 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, WITNESS POST
 PA0764'SET AT BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2706 ***********************************************************************
 QE2706  DESIGNATION -  24 KJO
 QE2706  PID         -  QE2706
 QE2706  STATE/COUNTY-  OR/LINCOLN
 QE2706  USGS QUAD   -  TOLEDO SOUTH (1984)
 QE2706
 QE2706                         *CURRENT SURVEY CONTROL
 QE2706  ___________________________________________________________________
 QE2706* NAD 83(1986)-  44 32 07.     (N)    123 54 00.     (W)     SCALED    
 QE2706* NAVD 88     -       212.909  (meters)     698.52   (feet)  ADJUSTED  
 QE2706  ___________________________________________________________________
 QE2706  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 QE2706  DYNAMIC HT  -         212.896 (meters)     698.48  (feet)  COMP
 QE2706  MODELED GRAV-     980,548.9   (mgal)                       NAVD 88
 QE2706
 QE2706  VERT ORDER  -  SECOND    CLASS I
 QE2706
 QE2706.The horizontal coordinates were scaled from a topographic map and have
 QE2706.an estimated accuracy of +/- 6 seconds.
 QE2706
 QE2706.The orthometric height was determined by differential leveling
 QE2706.and adjusted in August 1995.
 QE2706
 QE2706.The geoid height was determined by GEOID03.
 QE2706
 QE2706.The dynamic height is computed by dividing the NAVD 88
 QE2706.geopotential number by the normal gravity value computed on the
 QE2706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE2706.degrees latitude (g = 980.6199 gals.).
 QE2706
 QE2706.The modeled gravity was interpolated from observed gravity values.
 QE2706
 QE2706;                    North         East    Units  Estimated Accuracy
 QE2706;SPC OR N     -   102,210.    2,229,850.      MT  (+/- 180 meters Scaled)
 QE2706
 QE2706                          SUPERSEDED SURVEY CONTROL
 QE2706
 QE2706.No superseded survey control is available for this station.
 QE2706
 QE2706_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ284317(NAD 83)
 QE2706_MARKER: DB = BENCH MARK DISK
 QE2706_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QE2706_SP_SET: COPPER-CLAD STEEL ROD
 QE2706_STAMPING: 24 KJO 1979 695
 QE2706_MARK LOGO: USGS  
 QE2706_PROJECTION: PROJECTING 8 CENTIMETERS
 QE2706_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE2706_ROD/PIPE-DEPTH: 3.05 meters
 QE2706
 QE2706  HISTORY     - Date     Condition        Report By
 QE2706  HISTORY     - 1979     MONUMENTED       USGS
 QE2706
 QE2706                          STATION DESCRIPTION
 QE2706
 QE2706'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 QE2706'21.6 KM (13.40 MI) SW FROM HARLAN.
 QE2706'HARLAN, 13.38 MI SW OF.  399 FT N OF RD JCT, 57 FT SW OF SECTION LINE
 QE2706'BETWEEN SECTIONS 9 AND 10, 23 FT NW OF CENTERLINE OF RD.
 QE2706'THE MARK IS 0.5 FT  S FROM  A WITNESS POST
 QE2706'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0795 ***********************************************************************
 PA0795  DESIGNATION -  24 LRC
 PA0795  PID         -  PA0795
 PA0795  STATE/COUNTY-  OR/HARNEY
 PA0795  USGS QUAD   -  DRY VALLEY RIM (1984)
 PA0795
 PA0795                         *CURRENT SURVEY CONTROL
 PA0795  ___________________________________________________________________
 PA0795* NAD 83(1986)-  43 00 12.     (N)    119 43 42.     (W)     SCALED    
 PA0795* NAVD 88     -      1383.265  (meters)    4538.26   (feet)  ADJUSTED  
 PA0795  ___________________________________________________________________
 PA0795  GEOID HEIGHT-         -19.82  (meters)                     GEOID03
 PA0795  DYNAMIC HT  -        1382.484 (meters)    4535.70  (feet)  COMP
 PA0795  MODELED GRAV-     980,007.3   (mgal)                       NAVD 88
 PA0795
 PA0795  VERT ORDER  -  SECOND    CLASS 0
 PA0795
 PA0795.The horizontal coordinates were scaled from a topographic map and have
 PA0795.an estimated accuracy of +/- 6 seconds.
 PA0795
 PA0795.The orthometric height was determined by differential leveling
 PA0795.and adjusted in August 1995.
 PA0795
 PA0795.The geoid height was determined by GEOID03.
 PA0795
 PA0795.The dynamic height is computed by dividing the NAVD 88
 PA0795.geopotential number by the normal gravity value computed on the
 PA0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0795.degrees latitude (g = 980.6199 gals.).
 PA0795
 PA0795.The modeled gravity was interpolated from observed gravity values.
 PA0795
 PA0795;                    North         East    Units  Estimated Accuracy
 PA0795;SPC OR S     -   148,770.    1,562,910.      MT  (+/- 180 meters Scaled)
 PA0795
 PA0795                          SUPERSEDED SURVEY CONTROL
 PA0795
 PA0795.No superseded survey control is available for this station.
 PA0795
 PA0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKH776647(NAD 83)
 PA0795_MARKER: DB = BENCH MARK DISK
 PA0795_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PA0795+WITH SETTING: INFORMATION.
 PA0795_SP_SET: METAL ROD DRIVEN INTO GROUND
 PA0795_STAMPING: 24 LRC 1970 4534
 PA0795_MARK LOGO: USGS  
 PA0795_MAGNETIC: I = MARKER IS A STEEL ROD
 PA0795_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PA0795
 PA0795  HISTORY     - Date     Condition        Report By
 PA0795  HISTORY     - 1970     MONUMENTED       USGS
 PA0795
 PA0795                          STATION DESCRIPTION
 PA0795
 PA0795'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 PA0795'FROM WAGONTIRE, OREGON, PROCEED 4.5 MILES SOUTHWEST ALONG U S HIGHWAY
 PA0795'395 TO DRY VALLEY ROAD, THENCE 19.8 MILES SOUTH ALONG DRY VALLEY ROAD
 PA0795'TO A SHARP CURVE AROUND A FENCE CORNER, 2.2 MILES NORTH OF A LINE
 PA0795'SHACK, 29 FEET EAST OF THE FENCE CORNER, 21 FEET SOUTH OF THE
 PA0795'CENTERLINE OF THE ROAD, 3 FEET NORTH OF A WITNESS SIGN.  THE ROD
 PA0795'DEPTH IS UNKNOWN AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0368 ***********************************************************************
 NZ0368  DESIGNATION -  24 M RM
 NZ0368  PID         -  NZ0368
 NZ0368  STATE/COUNTY-  OR/JACKSON
 NZ0368  USGS QUAD   -  ABBOTT BUTTE (1989)
 NZ0368
 NZ0368                         *CURRENT SURVEY CONTROL
 NZ0368  ___________________________________________________________________
 NZ0368* NAD 83(1986)-  42 53 45.     (N)    122 32 52.     (W)     SCALED    
 NZ0368* NAVD 88     -      1257.706  (meters)    4126.32   (feet)  ADJUSTED  
 NZ0368  ___________________________________________________________________
 NZ0368  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 NZ0368  DYNAMIC HT  -        1257.160 (meters)    4124.53  (feet)  COMP
 NZ0368  MODELED GRAV-     980,141.2   (mgal)                       NAVD 88
 NZ0368
 NZ0368  VERT ORDER  -  SECOND    CLASS 0
 NZ0368
 NZ0368.The horizontal coordinates were scaled from a topographic map and have
 NZ0368.an estimated accuracy of +/- 6 seconds.
 NZ0368
 NZ0368.The orthometric height was determined by differential leveling
 NZ0368.and adjusted in June 1991.
 NZ0368
 NZ0368.The geoid height was determined by GEOID03.
 NZ0368
 NZ0368.The dynamic height is computed by dividing the NAVD 88
 NZ0368.geopotential number by the normal gravity value computed on the
 NZ0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0368.degrees latitude (g = 980.6199 gals.).
 NZ0368
 NZ0368.The modeled gravity was interpolated from observed gravity values.
 NZ0368
 NZ0368;                    North         East    Units  Estimated Accuracy
 NZ0368;SPC OR S     -   138,580.    1,332,770.      MT  (+/- 180 meters Scaled)
 NZ0368
 NZ0368                          SUPERSEDED SURVEY CONTROL
 NZ0368
 NZ0368  NGVD 29 (??/??/92) 1256.581  (m)         4122.63   (f) ADJ UNCH    2 0
 NZ0368
 NZ0368.Superseded values are not recommended for survey control.
 NZ0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0368.See file dsdata.txt to determine how the superseded data were derived.
 NZ0368
 NZ0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN369493(NAD 83)
 NZ0368_MARKER: N = NAIL
 NZ0368_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NZ0368_SP_SET: CEDAR TREE
 NZ0368_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0368
 NZ0368  HISTORY     - Date     Condition        Report By
 NZ0368  HISTORY     - UNK      MONUMENTED       USGS
 NZ0368  HISTORY     - 1967     GOOD             NGS
 NZ0368
 NZ0368                          STATION DESCRIPTION
 NZ0368
 NZ0368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 NZ0368'4.6 MI SE FROM HUCKLEBERRY GAP.
 NZ0368'4.6 MILES SOUTHEAST ALONG FOREST SERVICE ROAD 3017 FROM HUCKLEBERRY
 NZ0368'GAP, 0.7 MILE EAST OF THE JUNCTION OF FOREST SERVICE ROADS 3017 AND
 NZ0368'316A, 0.3 MILE WEST OF A CULVERT OVER MCCALL CREEK, 100 FEET NORTHWEST
 NZ0368'AND 50 FEET HIGHER THAN ROAD 3017, 7 FEET NORTHWEST AND 4 FEET ABOVE
 NZ0368'THE OLD ROAD, IN THE SOUTHEAST BASE OF A 5-FOOT CEDAR THAT HAS BEEN
 NZ0368'BURNED AT THE BASE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0877 ***********************************************************************
 PB0877  DESIGNATION -  24 PSM
 PB0877  PID         -  PB0877
 PB0877  STATE/COUNTY-  OR/DESCHUTES
 PB0877  USGS QUAD   -  MILLICAN SE (1981)
 PB0877
 PB0877                         *CURRENT SURVEY CONTROL
 PB0877  ___________________________________________________________________
 PB0877* NAD 83(1986)-  43 46 42.     (N)    120 47 19.     (W)     SCALED    
 PB0877* NAVD 88     -      1447.284  (meters)    4748.30   (feet)  ADJUSTED  
 PB0877  ___________________________________________________________________
 PB0877  GEOID HEIGHT-         -20.13  (meters)                     GEOID03
 PB0877  DYNAMIC HT  -        1446.574 (meters)    4745.97  (feet)  COMP
 PB0877  MODELED GRAV-     980,077.4   (mgal)                       NAVD 88
 PB0877
 PB0877  VERT ORDER  -  THIRD
 PB0877
 PB0877.The horizontal coordinates were scaled from a topographic map and have
 PB0877.an estimated accuracy of +/- 6 seconds.
 PB0877
 PB0877.The orthometric height was determined by differential leveling
 PB0877.and adjusted in August 1995.
 PB0877
 PB0877.The geoid height was determined by GEOID03.
 PB0877
 PB0877.The dynamic height is computed by dividing the NAVD 88
 PB0877.geopotential number by the normal gravity value computed on the
 PB0877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0877.degrees latitude (g = 980.6199 gals.).
 PB0877
 PB0877.The modeled gravity was interpolated from observed gravity values.
 PB0877
 PB0877;                    North         East    Units  Estimated Accuracy
 PB0877;SPC OR S     -   234,620.    1,476,770.      MT  (+/- 180 meters Scaled)
 PB0877
 PB0877                          SUPERSEDED SURVEY CONTROL
 PB0877
 PB0877.No superseded survey control is available for this station.
 PB0877
 PB0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP779496(NAD 83)
 PB0877_MARKER: DB = BENCH MARK DISK
 PB0877_SETTING: 66 = SET IN ROCK OUTCROP
 PB0877_SP_SET: ROD CEMENTED IN BEDROCK
 PB0877_STAMPING: 24 PSM 1978 4745
 PB0877_MARK LOGO: USGS  
 PB0877_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PB0877+STABILITY: POSITION/ELEVATION WELL
 PB0877
 PB0877  HISTORY     - Date     Condition        Report By
 PB0877  HISTORY     - 1978     MONUMENTED       USGS
 PB0877
 PB0877                          STATION DESCRIPTION
 PB0877
 PB0877'DESCRIBED BY US GEOLOGICAL SURVEY 1978
 PB0877'24.0 KM (14.90 MI) SE FROM MILLICAN.
 PB0877'MILLICAN, 8.2 MI E OF, ALONG US HWY 20 TO T-RD, THENCE 5.7 MI S ALONG
 PB0877'GRAVEL RD TO X-RD, THENCE 1.0 MI SE.  IN SEC 3 T21S R16E, 94 FT W OF
 PB0877'RD, 24 FT S OF WOOD POST IN STEEL POST FENCE, 6 FT S OF CAIRN, 1 FT E
 PB0877'OF FENCE, ENCASED IN GREEN PLASTIC PIPE, ON 4 FT COPPER-COATED ROD
 PB0877'DRIVEN INTO BEDROCK AND CEMENTED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0680 ***********************************************************************
 NW0680  DESIGNATION -  24 RTV
 NW0680  PID         -  NW0680
 NW0680  STATE/COUNTY-  OR/MALHEUR
 NW0680  USGS QUAD   -  GRASSHOPPER FLAT NORTH (1982)
 NW0680
 NW0680                         *CURRENT SURVEY CONTROL
 NW0680  ___________________________________________________________________
 NW0680* NAD 83(1986)-  42 18 56.     (N)    117 31 56.     (W)     SCALED    
 NW0680* NAVD 88     -      1649.812  (meters)    5412.76   (feet)  ADJUSTED  
 NW0680  ___________________________________________________________________
 NW0680  GEOID HEIGHT-         -17.88  (meters)                     GEOID03
 NW0680  DYNAMIC HT  -        1648.691 (meters)    5409.08  (feet)  COMP
 NW0680  MODELED GRAV-     979,883.7   (mgal)                       NAVD 88
 NW0680
 NW0680  VERT ORDER  -  SECOND    CLASS 0
 NW0680
 NW0680.The horizontal coordinates were scaled from a topographic map and have
 NW0680.an estimated accuracy of +/- 6 seconds.
 NW0680
 NW0680.The orthometric height was determined by differential leveling
 NW0680.and adjusted in August 1995.
 NW0680
 NW0680.The geoid height was determined by GEOID03.
 NW0680
 NW0680.The dynamic height is computed by dividing the NAVD 88
 NW0680.geopotential number by the normal gravity value computed on the
 NW0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0680.degrees latitude (g = 980.6199 gals.).
 NW0680
 NW0680.The modeled gravity was interpolated from observed gravity values.
 NW0680
 NW0680;                    North         East    Units  Estimated Accuracy
 NW0680;SPC OR S     -    76,420.    1,744,610.      MT  (+/- 180 meters Scaled)
 NW0680
 NW0680                          SUPERSEDED SURVEY CONTROL
 NW0680
 NW0680.No superseded survey control is available for this station.
 NW0680
 NW0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG561849(NAD 83)
 NW0680_MARKER: DB = BENCH MARK DISK
 NW0680_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0680_SP_SET: COPPER-CLAD STEEL ROD
 NW0680_STAMPING: 24 RTV 1979
 NW0680_MARK LOGO: USGS  
 NW0680_PROJECTION: FLUSH
 NW0680_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0680_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0680_ROD/PIPE-DEPTH: 2.59 meters
 NW0680
 NW0680  HISTORY     - Date     Condition        Report By
 NW0680  HISTORY     - 1979     MONUMENTED       USGS
 NW0680
 NW0680                          STATION DESCRIPTION
 NW0680
 NW0680'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 NW0680'FROM THE MCDERMITT, NEVADA POST OFFICE, PROCEED 15.3 MILES NORTH
 NW0680'ALONG U S HIGHWAY 95, THENCE 16.15 MILES EAST TO A ROAD JUNCTION TO
 NW0680'ANDERSON CROSSING, THENCE 2.85 MILES NORTHEAST, 55.8 FEET SOUTHEAST
 NW0680'OF THE CENTERLINE OF THE ROAD, 16.4 FEET SOUTHWEST OF A SMALL DRAIN
 NW0680'ON THE OTHER SIDE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0381 ***********************************************************************
 NX0381  DESIGNATION -  24 STR
 NX0381  PID         -  NX0381
 NX0381  STATE/COUNTY-  OR/HARNEY
 NX0381  USGS QUAD   -  MICKEY SPRINGS (1981)
 NX0381
 NX0381                         *CURRENT SURVEY CONTROL
 NX0381  ___________________________________________________________________
 NX0381* NAD 83(1986)-  42 43 07.     (N)    118 18 14.     (W)     SCALED    
 NX0381* NAVD 88     -      1200.907  (meters)    3939.98   (feet)  ADJUSTED  
 NX0381  ___________________________________________________________________
 NX0381  GEOID HEIGHT-         -18.79  (meters)                     GEOID03
 NX0381  DYNAMIC HT  -        1200.236 (meters)    3937.77  (feet)  COMP
 NX0381  MODELED GRAV-     980,021.0   (mgal)                       NAVD 88
 NX0381
 NX0381  VERT ORDER  -  SECOND    CLASS 0
 NX0381
 NX0381.The horizontal coordinates were scaled from a topographic map and have
 NX0381.an estimated accuracy of +/- 6 seconds.
 NX0381
 NX0381.The orthometric height was determined by differential leveling
 NX0381.and adjusted in August 1995.
 NX0381
 NX0381.The geoid height was determined by GEOID03.
 NX0381
 NX0381.The dynamic height is computed by dividing the NAVD 88
 NX0381.geopotential number by the normal gravity value computed on the
 NX0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0381.degrees latitude (g = 980.6199 gals.).
 NX0381
 NX0381.The modeled gravity was interpolated from observed gravity values.
 NX0381
 NX0381;                    North         East    Units  Estimated Accuracy
 NX0381;SPC OR S     -   119,210.    1,679,850.      MT  (+/- 180 meters Scaled)
 NX0381
 NX0381                          SUPERSEDED SURVEY CONTROL
 NX0381
 NX0381.No superseded survey control is available for this station.
 NX0381
 NX0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH932303(NAD 83)
 NX0381_MARKER: DB = BENCH MARK DISK
 NX0381_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NX0381+WITH SETTING: INFORMATION.
 NX0381_SP_SET: SHALLOW-SET METAL ROD
 NX0381_STAMPING: 24 STR 1975 3936
 NX0381_MARK LOGO: USGS  
 NX0381_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NX0381
 NX0381  HISTORY     - Date     Condition        Report By
 NX0381  HISTORY     - 1975     MONUMENTED       USGS
 NX0381
 NX0381                          STATION DESCRIPTION
 NX0381
 NX0381'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 NX0381'23.8 KM (14.80 MI) NE FROM ALVORD RANCH.
 NX0381'ALVORD RANCH, 4.7 MI N OF, ALONG MAIN RD TO CATTLEGUARD, THENCE 0.1
 NX0381'MI S, THENCE 10.0 MI NE ALONG TRACK RD.  3.9 MI NE OF MICKEY HOT
 NX0381'SPRINGS, ON OPEN RIDGE COVERED WITH FINE LAVA.  27 FT SE OF
 NX0381'CENTERLINE OF RD.  SET ON COPPER-COATED ROD OF UNRECORDED DEPTH,
 NX0381'PROJECTING 0.3 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB1028 ***********************************************************************
 RB1028  DESIGNATION -  240
 RB1028  PID         -  RB1028
 RB1028  STATE/COUNTY-  OR/MORROW
 RB1028  USGS QUAD   -  CROW BUTTE (1993)
 RB1028
 RB1028                         *CURRENT SURVEY CONTROL
 RB1028  ___________________________________________________________________
 RB1028* NAD 83(1986)-  45 50 14.     (N)    119 50 34.     (W)     SCALED    
 RB1028* NAVD 88     -        74.831  (meters)     245.51   (feet)  ADJUSTED  
 RB1028  ___________________________________________________________________
 RB1028  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 RB1028  DYNAMIC HT  -          74.831 (meters)     245.51  (feet)  COMP
 RB1028  MODELED GRAV-     980,612.4   (mgal)                       NAVD 88
 RB1028
 RB1028  VERT ORDER  -  FIRST     CLASS II
 RB1028
 RB1028.The horizontal coordinates were scaled from a topographic map and have
 RB1028.an estimated accuracy of +/- 6 seconds.
 RB1028
 RB1028.The orthometric height was determined by differential leveling
 RB1028.and adjusted in June 1991.
 RB1028
 RB1028.The geoid height was determined by GEOID03.
 RB1028
 RB1028.The dynamic height is computed by dividing the NAVD 88
 RB1028.geopotential number by the normal gravity value computed on the
 RB1028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB1028.degrees latitude (g = 980.6199 gals.).
 RB1028
 RB1028.The modeled gravity was interpolated from observed gravity values.
 RB1028
 RB1028;                    North         East    Units  Estimated Accuracy
 RB1028;SPC OR N     -   241,410.    2,551,060.      MT  (+/- 180 meters Scaled)
 RB1028
 RB1028                          SUPERSEDED SURVEY CONTROL
 RB1028
 RB1028  NGVD 29 (??/??/92)   73.825  (m)          242.21   (f) ADJ UNCH    1 2
 RB1028
 RB1028.Superseded values are not recommended for survey control.
 RB1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1028.See file dsdata.txt to determine how the superseded data were derived.
 RB1028
 RB1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKL792798(NAD 83)
 RB1028_MARKER: DD = SURVEY DISK
 RB1028_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RB1028_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RB1028_STAMPING: 242.270 A
 RB1028_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RB1028
 RB1028  HISTORY     - Date     Condition        Report By
 RB1028  HISTORY     - UNK      MONUMENTED       DOD
 RB1028  HISTORY     - 1962     GOOD             NGS
 RB1028
 RB1028                          STATION DESCRIPTION
 RB1028
 RB1028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RB1028'0.1 MI W FROM CASTLE ROCK.
 RB1028'ABOUT 0.1 MILE WEST OF THE SECTION HOUSE BUILDINGS AT CASTLE ROCK,
 RB1028'ABOUT 150 FEET WEST OF RAILROAD MILE POST 158, 37 FEET SOUTH OF THE
 RB1028'SOUTH RAIL OF THE MAIN TRACK, 6 FEET NORTH OF A POWER-TRANSMISSION
 RB1028'LINE POLE WITH A BM PAINTED ON THE SOUTH SIDE.  DISK IS RIVETED TO THE
 RB1028'TOP OF A 3-1/2 INCH IRON PIPE PROJECTING ABOUT 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0544 ***********************************************************************
 QE0544  DESIGNATION -  240 B
 QE0544  PID         -  QE0544
 QE0544  STATE/COUNTY-  OR/LINN
 QE0544  USGS QUAD   -  TANGENT (1986)
 QE0544
 QE0544                         *CURRENT SURVEY CONTROL
 QE0544  ___________________________________________________________________
 QE0544* NAD 83(1986)-  44 33 35.     (N)    123 06 29.     (W)     SCALED    
 QE0544* NAVD 88     -        74.695  (meters)     245.06   (feet)  ADJUSTED  
 QE0544  ___________________________________________________________________
 QE0544  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 QE0544  DYNAMIC HT  -          74.689 (meters)     245.04  (feet)  COMP
 QE0544  MODELED GRAV-     980,538.8   (mgal)                       NAVD 88
 QE0544
 QE0544  VERT ORDER  -  FIRST     CLASS II
 QE0544
 QE0544.The horizontal coordinates were scaled from a topographic map and have
 QE0544.an estimated accuracy of +/- 6 seconds.
 QE0544
 QE0544.The orthometric height was determined by differential leveling
 QE0544.and adjusted in June 1991.
 QE0544
 QE0544.The geoid height was determined by GEOID03.
 QE0544
 QE0544.The dynamic height is computed by dividing the NAVD 88
 QE0544.geopotential number by the normal gravity value computed on the
 QE0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0544.degrees latitude (g = 980.6199 gals.).
 QE0544
 QE0544.The modeled gravity was interpolated from observed gravity values.
 QE0544
 QE0544;                    North         East    Units  Estimated Accuracy
 QE0544;SPC OR N     -   102,580.    2,292,840.      MT  (+/- 180 meters Scaled)
 QE0544
 QE0544                          SUPERSEDED SURVEY CONTROL
 QE0544
 QE0544  NGVD 29 (??/??/92)   73.669  (m)          241.70   (f) ADJ UNCH    1 2
 QE0544
 QE0544.Superseded values are not recommended for survey control.
 QE0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0544.See file dsdata.txt to determine how the superseded data were derived.
 QE0544
 QE0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ914340(NAD 83)
 QE0544_MARKER: P = PIPE CAP
 QE0544_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QE0544_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QE0544_STAMPING: 240 B 1903
 QE0544_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0544
 QE0544  HISTORY     - Date     Condition        Report By
 QE0544  HISTORY     - 1903     MONUMENTED       USGS
 QE0544  HISTORY     - 1934     GOOD             NGS
 QE0544  HISTORY     - 1968     MARK NOT FOUND   USGS
 QE0544
 QE0544                          STATION DESCRIPTION
 QE0544
 QE0544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QE0544'1.4 MI N FROM TANGENT.
 QE0544'ABOUT 1.4 MILES NORTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM
 QE0544'TANGENT, LINN COUNTY, 175 FEET SOUTH OF MILE POST 686, OPPOSITE
 QE0544'PACIFIC HIGHWAY MILEAGE 83.7, 450 FEET NORTH OF A ROAD CROSSING, 24.9
 QE0544'FEET EAST OF THE TRACK CENTERLINE.  A UNITED STATES GEOLOGICAL SURVEY
 QE0544'STANDARD CAP STAMPED 240 B 1903 AND RIVETED ON A 3 1/2 INCH IRON PIPE
 QE0544'ENCASED IN CONCRETE AND PROJECTING 10 INCHES ABOVE THE GROUND.
 QE0544
 QE0544                          STATION RECOVERY (1968)
 QE0544
 QE0544'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 QE0544'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0541 ***********************************************************************
 QE0541  DESIGNATION -  242 B
 QE0541  PID         -  QE0541
 QE0541  STATE/COUNTY-  OR/LINN
 QE0541  USGS QUAD   -  TANGENT (1986)
 QE0541
 QE0541                         *CURRENT SURVEY CONTROL
 QE0541  ___________________________________________________________________
 QE0541* NAD 83(1986)-  44 31 00.     (N)    123 06 23.     (W)     SCALED    
 QE0541* NAVD 88     -        75.324  (meters)     247.13   (feet)  ADJUSTED  
 QE0541  ___________________________________________________________________
 QE0541  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 QE0541  DYNAMIC HT  -          75.317 (meters)     247.10  (feet)  COMP
 QE0541  MODELED GRAV-     980,534.9   (mgal)                       NAVD 88
 QE0541
 QE0541  VERT ORDER  -  FIRST     CLASS II
 QE0541
 QE0541.The horizontal coordinates were scaled from a topographic map and have
 QE0541.an estimated accuracy of +/- 6 seconds.
 QE0541
 QE0541.The orthometric height was determined by differential leveling
 QE0541.and adjusted in June 1991.
 QE0541
 QE0541.The geoid height was determined by GEOID03.
 QE0541
 QE0541.The dynamic height is computed by dividing the NAVD 88
 QE0541.geopotential number by the normal gravity value computed on the
 QE0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0541.degrees latitude (g = 980.6199 gals.).
 QE0541
 QE0541.The modeled gravity was interpolated from observed gravity values.
 QE0541
 QE0541;                    North         East    Units  Estimated Accuracy
 QE0541;SPC OR N     -    97,800.    2,292,820.      MT  (+/- 180 meters Scaled)
 QE0541
 QE0541                          SUPERSEDED SURVEY CONTROL
 QE0541
 QE0541  NGVD 29 (??/??/92)   74.296  (m)          243.75   (f) ADJ UNCH    1 2
 QE0541
 QE0541.Superseded values are not recommended for survey control.
 QE0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0541.See file dsdata.txt to determine how the superseded data were derived.
 QE0541
 QE0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ915292(NAD 83)
 QE0541_MARKER: P = PIPE CAP
 QE0541_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QE0541_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QE0541_STAMPING: 242 B 1903
 QE0541_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0541
 QE0541  HISTORY     - Date     Condition        Report By
 QE0541  HISTORY     - 1903     MONUMENTED       USGS
 QE0541  HISTORY     - 1934     GOOD             NGS
 QE0541  HISTORY     - 1965     GOOD             NGS
 QE0541  HISTORY     - 1968     MARK NOT FOUND   USGS
 QE0541
 QE0541                          STATION DESCRIPTION
 QE0541
 QE0541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QE0541'1.6 MI S FROM TANGENT.
 QE0541'ABOUT 1.6 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM
 QE0541'TANGENT, LINN COUNTY, 365 FEET SOUTH OF MILEPOST 683, OPPOSITE PACIFIC
 QE0541'HIGHWAY MILEAGE 86.8, 190 FEET SOUTH OF A WOODEN CULVERT, 27.6 FEET
 QE0541'EAST OF THE TRACK CENTERLINE.  A UNITED STATES GEOLOGICAL SURVEY
 QE0541'STANDARD DISK STAMPED 242 B 1903 AND RIVETED ON A 3 1/2 INCH IRON PIPE
 QE0541'AND PROJECTING 12 INCHES ABOVE THE GROUND.
 QE0541
 QE0541                          STATION RECOVERY (1965)
 QE0541
 QE0541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 QE0541'RECOVERED IN GOOD CONDITION.
 QE0541
 QE0541                          STATION RECOVERY (1968)
 QE0541
 QE0541'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 QE0541'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0672 ***********************************************************************
 QD0672  DESIGNATION -  2440
 QD0672  PID         -  QD0672
 QD0672  STATE/COUNTY-  OR/JEFFERSON
 QD0672  USGS QUAD   -  CULVER (1992)
 QD0672
 QD0672                         *CURRENT SURVEY CONTROL
 QD0672  ___________________________________________________________________
 QD0672* NAD 83(1986)-  44 36 10.     (N)    121 09 26.     (W)     SCALED    
 QD0672* NAVD 88     -       745.018  (meters)    2444.28   (feet)  ADJUSTED  
 QD0672  ___________________________________________________________________
 QD0672  GEOID HEIGHT-         -21.31  (meters)                     GEOID03
 QD0672  DYNAMIC HT  -         744.822 (meters)    2443.64  (feet)  COMP
 QD0672  MODELED GRAV-     980,331.1   (mgal)                       NAVD 88
 QD0672
 QD0672  VERT ORDER  -  SECOND    CLASS 0
 QD0672
 QD0672.The horizontal coordinates were scaled from a topographic map and have
 QD0672.an estimated accuracy of +/- 6 seconds.
 QD0672
 QD0672.The orthometric height was determined by differential leveling
 QD0672.and adjusted in June 1991.
 QD0672
 QD0672.The geoid height was determined by GEOID03.
 QD0672
 QD0672.The dynamic height is computed by dividing the NAVD 88
 QD0672.geopotential number by the normal gravity value computed on the
 QD0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0672.degrees latitude (g = 980.6199 gals.).
 QD0672
 QD0672.The modeled gravity was interpolated from observed gravity values.
 QD0672
 QD0672;                    North         East    Units  Estimated Accuracy
 QD0672;SPC OR N     -   104,240.    2,447,830.      MT  (+/- 180 meters Scaled)
 QD0672
 QD0672                          SUPERSEDED SURVEY CONTROL
 QD0672
 QD0672  NGVD 29 (??/??/92)  743.94   (m)         2440.7    (f) COMPUTED    2 0
 QD0672
 QD0672.Superseded values are not recommended for survey control.
 QD0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0672.See file dsdata.txt to determine how the superseded data were derived.
 QD0672
 QD0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ462404(NAD 83)
 QD0672_MARKER: DD = SURVEY DISK
 QD0672_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QD0672_SP_SET: CULVERT
 QD0672_STAMPING: 2440-E-1927
 QD0672_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0672
 QD0672  HISTORY     - Date     Condition        Report By
 QD0672  HISTORY     - 1927     MONUMENTED       ORDT
 QD0672  HISTORY     - 1934     GOOD             NGS
 QD0672  HISTORY     - 1963     MARK NOT FOUND   NGS
 QD0672  HISTORY     - 1987     GOOD             USPSQD
 QD0672
 QD0672                          STATION DESCRIPTION
 QD0672
 QD0672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QD0672'1.4 MI N FROM METOLIUS.
 QD0672'ALONG THE DALLES-CALIFORNIA HIGHWAY FROM PO, AT MILEAGE 98.5, 0.2 MILE
 QD0672'NORTHEAST OF CROSS ROAD, ON THE NORTH END OF A CULVERT, SET ON TOP OF
 QD0672'HEADWALL.  NOTE-- THERE WAS NO HEADWALLS TO THE CULVERT MENTIONED IN
 QD0672'THE DESCRIPTION, WHICH WAS FOUND.
 QD0672
 QD0672                          STATION RECOVERY (1963)
 QD0672
 QD0672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 QD0672'MARK NOT FOUND.
 QD0672
 QD0672                          STATION RECOVERY (1987)
 QD0672
 QD0672'RECOVERY NOTE BY US POWER SQUADRON 1987 (KRN)
 QD0672'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1473 ***********************************************************************
 RC1473  DESIGNATION -  2454
 RC1473  PID         -  RC1473
 RC1473  STATE/COUNTY-  OR/CLACKAMAS
 RC1473  USGS QUAD   -  MOUNT MITCHELL (1997)
 RC1473
 RC1473                         *CURRENT SURVEY CONTROL
 RC1473  ___________________________________________________________________
 RC1473* NAD 83(1986)-  45 04 57.     (N)    121 54 16.     (W)     SCALED    
 RC1473* NAVD 88     -       749.658  (meters)    2459.50   (feet)  ADJUSTED  
 RC1473  ___________________________________________________________________
 RC1473  GEOID HEIGHT-         -21.32  (meters)                     GEOID03
 RC1473  DYNAMIC HT  -         749.489 (meters)    2458.95  (feet)  COMP
 RC1473  MODELED GRAV-     980,366.8   (mgal)                       NAVD 88
 RC1473
 RC1473  VERT ORDER  -  SECOND    CLASS 0
 RC1473
 RC1473.The horizontal coordinates were scaled from a topographic map and have
 RC1473.an estimated accuracy of +/- 6 seconds.
 RC1473
 RC1473.The orthometric height was determined by differential leveling
 RC1473.and adjusted in June 1991.
 RC1473
 RC1473.The geoid height was determined by GEOID03.
 RC1473
 RC1473.The dynamic height is computed by dividing the NAVD 88
 RC1473.geopotential number by the normal gravity value computed on the
 RC1473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1473.degrees latitude (g = 980.6199 gals.).
 RC1473
 RC1473.The modeled gravity was interpolated from observed gravity values.
 RC1473
 RC1473;                    North         East    Units  Estimated Accuracy
 RC1473;SPC OR N     -   158,290.    2,389,440.      MT  (+/- 180 meters Scaled)
 RC1473
 RC1473                          SUPERSEDED SURVEY CONTROL
 RC1473
 RC1473  NGVD 29 (??/??/92)  748.554  (m)         2455.88   (f) ADJ UNCH    2 0
 RC1473
 RC1473.Superseded values are not recommended for survey control.
 RC1473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1473.See file dsdata.txt to determine how the superseded data were derived.
 RC1473
 RC1473_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ862926(NAD 83)
 RC1473_MARKER: N = NAIL
 RC1473_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RC1473_SP_SET: CEDAR TREE
 RC1473_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC1473
 RC1473  HISTORY     - Date     Condition        Report By
 RC1473  HISTORY     - UNK      MONUMENTED       USGS
 RC1473  HISTORY     - 1946     GOOD             NGS
 RC1473
 RC1473                          STATION DESCRIPTION
 RC1473
 RC1473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RC1473'10.4 MI W FROM CLACKAMAS RANGER STA.
 RC1473'ABOUT 10.4 MILES WEST ALONG THE OAK GROVE FOREST SERVICE TRAIL FROM
 RC1473'THE CLACKAMAS RANGER STATION, AT A SMALL CREEK, 26 FEET EAST OF THE
 RC1473'CENTER OF THE SMALL CREEK, 7 FEET NORTH OF THE CENTER LINE OF THE
 RC1473'TRAIL, A COPPER NAIL AND WASHER SET IN THE BASE OF A VERY LARGE CEDAR
 RC1473'TREE AND ABOUT 3 FEET ABOVE THE SURFACE OF THE TRAIL.  USGS BM 2454
 RC1473'PAINTED ON THE SOUTH SIDE OF THE TREE WHICH CAN EASILY BE SEEN FROM
 RC1473'THE TRAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0432 ***********************************************************************
 RC0432  DESIGNATION -  2465 H
 RC0432  PID         -  RC0432
 RC0432  STATE/COUNTY-  OR/SHERMAN
 RC0432  USGS QUAD   -  GRASS VALLEY (1962)
 RC0432
 RC0432                         *CURRENT SURVEY CONTROL
 RC0432  ___________________________________________________________________
 RC0432* NAD 83(1986)-  45 18 05.     (N)    120 45 44.     (W)     SCALED    
 RC0432* NAVD 88     -       753.182  (meters)    2471.06   (feet)  ADJUSTED  
 RC0432  ___________________________________________________________________
 RC0432  GEOID HEIGHT-         -20.95  (meters)                     GEOID03
 RC0432  DYNAMIC HT  -         753.059 (meters)    2470.66  (feet)  COMP
 RC0432  MODELED GRAV-     980,428.2   (mgal)                       NAVD 88
 RC0432
 RC0432  VERT ORDER  -  FIRST     CLASS II
 RC0432
 RC0432.The horizontal coordinates were scaled from a topographic map and have
 RC0432.an estimated accuracy of +/- 6 seconds.
 RC0432
 RC0432.The orthometric height was determined by differential leveling
 RC0432.and adjusted in June 1991.
 RC0432.WARNING-Repeat measurements at this control monument indicate possible
 RC0432.vertical movement.
 RC0432
 RC0432.The geoid height was determined by GEOID03.
 RC0432
 RC0432.The dynamic height is computed by dividing the NAVD 88
 RC0432.geopotential number by the normal gravity value computed on the
 RC0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0432.degrees latitude (g = 980.6199 gals.).
 RC0432
 RC0432.The modeled gravity was interpolated from observed gravity values.
 RC0432
 RC0432;                    North         East    Units  Estimated Accuracy
 RC0432;SPC OR N     -   181,690.    2,479,440.      MT  (+/- 180 meters Scaled)
 RC0432
 RC0432                          SUPERSEDED SURVEY CONTROL
 RC0432
 RC0432  NGVD 29 (??/??/92)  751.687  (m)         2466.16   (f) ADJ UNCH    1 2
 RC0432
 RC0432.Superseded values are not recommended for survey control.
 RC0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0432.See file dsdata.txt to determine how the superseded data were derived.
 RC0432
 RC0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR754188(NAD 83)
 RC0432_MARKER: P = PIPE CAP
 RC0432_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RC0432_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RC0432_STAMPING: 2465.249 H 1904
 RC0432_MARK LOGO: USGS  
 RC0432_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC0432
 RC0432  HISTORY     - Date     Condition        Report By
 RC0432  HISTORY     - 1904     MONUMENTED       USGS
 RC0432  HISTORY     - 1961     MARK NOT FOUND   NGS
 RC0432  HISTORY     - 1987     GOOD             NGS
 RC0432
 RC0432                          STATION DESCRIPTION
 RC0432
 RC0432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RC0432'4.5 MI SE FROM GRASS VALLEY.
 RC0432'ABOUT 4.5 MILES SOUTHEAST OF THE POST OFFICE AT GRASS VALLEY ALONG
 RC0432'U.S. HIGHWAY 97, ABOUT 30 FEET NORTHWEST OF THE CENTER LINE OF THE
 RC0432'UNION PACIFIC RAILROAD TRACKS, ABOUT 20 FEET WEST OF THE ROSEBUSH
 RC0432'ROAD.  THIS MARK WAS HIT WITH HEAVY MACHINERY AND PUSHED OVER.
 RC0432
 RC0432                          STATION RECOVERY (1987)
 RC0432
 RC0432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RC0432'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  7.1 KM
 RC0432'(4.40 MI) SOUTH ALONG US HIGHWAY 97 FROM THE POST OFFICE IN GRASS
 RC0432'VALLEY, THENCE 0.08 KM (0.05 MI) EAST ALONG ROSEBUSH ROAD, 5.0 M
 RC0432'(16.4 FT) NORTH OF THE CENTER OF THE ROAD, 12.3 M (40.4 FT) NORTH AND
 RC0432'ACROSS THE ROAD FROM TELEPHONE JUNCTION BOX NUMBER 1, 4.8 M (15.7 FT)
 RC0432'SOUTH OF A FENCE.
 RC0432'THE MARK IS 0.12 METERS  S FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0433 ***********************************************************************
 RC0433  DESIGNATION -  2466
 RC0433  PID         -  RC0433
 RC0433  STATE/COUNTY-  OR/SHERMAN
 RC0433  USGS QUAD   -  GRASS VALLEY (1962)
 RC0433
 RC0433                         *CURRENT SURVEY CONTROL
 RC0433  ___________________________________________________________________
 RC0433* NAD 83(1986)-  45 18 05.     (N)    120 45 42.     (W)     SCALED    
 RC0433* NAVD 88     -       752.788  (meters)    2469.77   (feet)  ADJUSTED  
 RC0433  ___________________________________________________________________
 RC0433  GEOID HEIGHT-         -20.95  (meters)                     GEOID03
 RC0433  DYNAMIC HT  -         752.665 (meters)    2469.37  (feet)  COMP
 RC0433  MODELED GRAV-     980,428.2   (mgal)                       NAVD 88
 RC0433
 RC0433  VERT ORDER  -  FIRST     CLASS II
 RC0433
 RC0433.The horizontal coordinates were scaled from a topographic map and have
 RC0433.an estimated accuracy of +/- 6 seconds.
 RC0433
 RC0433.The orthometric height was determined by differential leveling
 RC0433.and adjusted in June 1991.
 RC0433
 RC0433.The geoid height was determined by GEOID03.
 RC0433
 RC0433.The dynamic height is computed by dividing the NAVD 88
 RC0433.geopotential number by the normal gravity value computed on the
 RC0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0433.degrees latitude (g = 980.6199 gals.).
 RC0433
 RC0433.The modeled gravity was interpolated from observed gravity values.
 RC0433
 RC0433;                    North         East    Units  Estimated Accuracy
 RC0433;SPC OR N     -   181,690.    2,479,480.      MT  (+/- 180 meters Scaled)
 RC0433
 RC0433                          SUPERSEDED SURVEY CONTROL
 RC0433
 RC0433  NGVD 29 (??/??/92)  751.746  (m)         2466.35   (f) ADJ UNCH    1 2
 RC0433
 RC0433.Superseded values are not recommended for survey control.
 RC0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0433.See file dsdata.txt to determine how the superseded data were derived.
 RC0433
 RC0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR754188(NAD 83)
 RC0433_MARKER: Q = CHISELED SQUARE
 RC0433_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RC0433_SP_SET: CULVERT
 RC0433_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC0433
 RC0433  HISTORY     - Date     Condition        Report By
 RC0433  HISTORY     - UNK      MONUMENTED       ORGS
 RC0433  HISTORY     - 1961     MARK NOT FOUND   NGS
 RC0433
 RC0433                          STATION DESCRIPTION
 RC0433
 RC0433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RC0433'4.5 MI SE FROM GRASS VALLEY.
 RC0433'ABOUT 4.5 MILES SOUTHEAST OF THE POST OFFICE AT GRASS VALLEY, 3.2
 RC0433'MILES NORTHWEST OF BURBON, AT THE INTERSECTION OF U.S. HIGHWAY 97 AND
 RC0433'ROSEBUSH ROAD, 258 FEET WEST OF THE UNION PACIFIC RAILROAD, 54 FEET
 RC0433'SOUTHEAST OF THE INTERSECTION OF THE HIGHWAYS, AND ON THE CENTER OF
 RC0433'THE EAST CONCRETE HEAD WALL OF A CULVERT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0967 ***********************************************************************
 QE0967  DESIGNATION -  247
 QE0967  PID         -  QE0967
 QE0967  STATE/COUNTY-  OR/LANE
 QE0967  USGS QUAD   -  GREENLEAF (1984)
 QE0967
 QE0967                         *CURRENT SURVEY CONTROL
 QE0967  ___________________________________________________________________
 QE0967* NAD 83(1986)-  44 01 31.     (N)    123 40 40.     (W)     SCALED    
 QE0967* NAVD 88     -        76.393  (meters)     250.63   (feet)  ADJUSTED  
 QE0967  ___________________________________________________________________
 QE0967  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 QE0967  DYNAMIC HT  -          76.385 (meters)     250.61  (feet)  COMP
 QE0967  MODELED GRAV-     980,520.2   (mgal)                       NAVD 88
 QE0967
 QE0967  VERT ORDER  -  SECOND    CLASS 0
 QE0967
 QE0967.The horizontal coordinates were scaled from a topographic map and have
 QE0967.an estimated accuracy of +/- 6 seconds.
 QE0967
 QE0967.The orthometric height was determined by differential leveling
 QE0967.and adjusted in June 1991.
 QE0967
 QE0967.The geoid height was determined by GEOID03.
 QE0967
 QE0967.The dynamic height is computed by dividing the NAVD 88
 QE0967.geopotential number by the normal gravity value computed on the
 QE0967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0967.degrees latitude (g = 980.6199 gals.).
 QE0967
 QE0967.The modeled gravity was interpolated from observed gravity values.
 QE0967
 QE0967;                    North         East    Units  Estimated Accuracy
 QE0967;SPC OR S     -   266,850.    1,245,290.      MT  (+/- 180 meters Scaled)
 QE0967
 QE0967                          SUPERSEDED SURVEY CONTROL
 QE0967
 QE0967  NGVD 29 (??/??/92)   75.303  (m)          247.06   (f) ADJ UNCH    2 0
 QE0967
 QE0967.Superseded values are not recommended for survey control.
 QE0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0967.See file dsdata.txt to determine how the superseded data were derived.
 QE0967
 QE0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP456749(NAD 83)
 QE0967_MARKER: DD = SURVEY DISK
 QE0967_SETTING: 66 = SET IN ROCK OUTCROP
 QE0967_SP_SET: ROCK CLIFF
 QE0967_STAMPING: 247 1917
 QE0967_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QE0967+STABILITY: POSITION/ELEVATION WELL
 QE0967
 QE0967  HISTORY     - Date     Condition        Report By
 QE0967  HISTORY     - 1917     MONUMENTED       USGS
 QE0967  HISTORY     - 1934     GOOD             NGS
 QE0967  HISTORY     - 1982     GOOD             LOCSUR
 QE0967
 QE0967                          STATION DESCRIPTION
 QE0967
 QE0967'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QE0967'2.9 MI W FROM RICHARDSON.
 QE0967'2.9 MILES WEST ALONG S.P.RR, FROM STATION.  ALONG THE RIGHT OF WAY OF
 QE0967'THE SOUTHERN PACIFIC RAILROAD, MARSHFIELD SUBDIVISION, 14 RAILS,
 QE0967'APPROXIMATELY 154 YARDS EAST OF SIGNBOARD BEECHER, 55 FEET NORTH EAST
 QE0967'OF MILE POST 688, 9 RAILS NORTH OF PUBLIC CROSSING, 18 FEET EAST OF
 QE0967'TRACK, AND ABOUT 4 FEET ABOVE RAILROAD GRADE.  SET ON SLOPE OF ROCK
 QE0967'CLIFF.  NOTE-- ELEVATION TAKEN OF HIGHEST POINT OF DISC.
 QE0967
 QE0967                          STATION RECOVERY (1982)
 QE0967
 QE0967'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 QE0967'750 FEET NORTH ALONG SPRR FROM THE ADDRESS 15433 STAGE COACH ROAD,
 QE0967'280 FEET NORTH OF ROAD CROSSING AND 140 FEET NORTH OF MILE POST 688.
 QE0967'DISK SET VERTICALLY IN SLOPE OF ROCK CLIFF 6 FEET ABOVE GRADE AND 18
 QE0967'FEET EAST OF TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0072 ***********************************************************************
 QD0072  DESIGNATION -  2472
 QD0072  PID         -  QD0072
 QD0072  STATE/COUNTY-  OR/WHEELER
 QD0072  USGS QUAD   -  PORCUPINE BUTTE (1988)
 QD0072
 QD0072                         *CURRENT SURVEY CONTROL
 QD0072  ___________________________________________________________________
 QD0072* NAD 83(1986)-  44 54 21.     (N)    120 16 32.     (W)     SCALED    
 QD0072* NAVD 88     -       754.594  (meters)    2475.70   (feet)  ADJUSTED  
 QD0072  ___________________________________________________________________
 QD0072  GEOID HEIGHT-         -20.23  (meters)                     GEOID03
 QD0072  DYNAMIC HT  -         754.419 (meters)    2475.12  (feet)  COMP
 QD0072  MODELED GRAV-     980,360.9   (mgal)                       NAVD 88
 QD0072
 QD0072  VERT ORDER  -  FIRST     CLASS II
 QD0072
 QD0072.The horizontal coordinates were scaled from a topographic map and have
 QD0072.an estimated accuracy of +/- 6 seconds.
 QD0072
 QD0072.The orthometric height was determined by differential leveling
 QD0072.and adjusted in June 1991.
 QD0072
 QD0072.The geoid height was determined by GEOID03.
 QD0072
 QD0072.The dynamic height is computed by dividing the NAVD 88
 QD0072.geopotential number by the normal gravity value computed on the
 QD0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0072.degrees latitude (g = 980.6199 gals.).
 QD0072
 QD0072.The modeled gravity was interpolated from observed gravity values.
 QD0072
 QD0072;                    North         East    Units  Estimated Accuracy
 QD0072;SPC OR N     -   137,720.    2,517,720.      MT  (+/- 180 meters Scaled)
 QD0072
 QD0072                          SUPERSEDED SURVEY CONTROL
 QD0072
 QD0072  NGVD 29 (??/??/92)  753.492  (m)         2472.08   (f) ADJ UNCH    1 2
 QD0072
 QD0072.Superseded values are not recommended for survey control.
 QD0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0072.See file dsdata.txt to determine how the superseded data were derived.
 QD0072
 QD0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGQ150761(NAD 83)
 QD0072_MARKER: DD = SURVEY DISK
 QD0072_SETTING: 66 = SET IN ROCK OUTCROP
 QD0072_SP_SET: OUTCROP
 QD0072_STAMPING: 1920 2472 ORE
 QD0072_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QD0072+STABILITY: POSITION/ELEVATION WELL
 QD0072
 QD0072  HISTORY     - Date     Condition        Report By
 QD0072  HISTORY     - 1920     MONUMENTED       USGS
 QD0072  HISTORY     - 1946     GOOD             NGS
 QD0072
 QD0072                          STATION DESCRIPTION
 QD0072
 QD0072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 QD0072'9.0 MI SW FROM FOSSIL.
 QD0072'ABOUT 9.0 MILES SOUTHWEST ALONG THE FOSSIL-ANTELOPE HIGHWAY FROM THE
 QD0072'POST OFFICE AT FOSSIL, SET IN THE TOP OF A PROMINENT ROCK OUTCROP 153
 QD0072'FEET EAST OF THE CENTERLINE OF A JUNCTION OF A DIRT ROAD LEADING EAST
 QD0072'TO TWICKENHAM WITH THE FOSSIL ANTELOPE HIGHWAY, 49 FEET SOUTHEAST  OF
 QD0072'THE SOUTH END OF PINE CREEK BRIDGE, 48 FEET SOUTH OF PINE CREEK, 12
 QD0072'FEET NORTHEAST OF THE CENTERLINE OF THE TWICKENHAM ROAD, ABOUT 4 FEET
 QD0072'ABOVE THE IMMEDIATE ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0435 ***********************************************************************
 RC0435  DESIGNATION -  2476
 RC0435  PID         -  RC0435
 RC0435  STATE/COUNTY-  OR/SHERMAN
 RC0435  USGS QUAD   -  ROSEBUSH (1970)
 RC0435
 RC0435                         *CURRENT SURVEY CONTROL
 RC0435  ___________________________________________________________________
 RC0435* NAD 83(1986)-  45 16 27.     (N)    120 42 39.     (W)     SCALED    
 RC0435* NAVD 88     -       755.876  (meters)    2479.90   (feet)  ADJUSTED  
 RC0435  ___________________________________________________________________
 RC0435  GEOID HEIGHT-         -20.91  (meters)                     GEOID03
 RC0435  DYNAMIC HT  -         755.747 (meters)    2479.48  (feet)  COMP
 RC0435  MODELED GRAV-     980,419.3   (mgal)                       NAVD 88
 RC0435
 RC0435  VERT ORDER  -  FIRST     CLASS II
 RC0435
 RC0435.The horizontal coordinates were scaled from a topographic map and have
 RC0435.an estimated accuracy of +/- 6 seconds.
 RC0435
 RC0435.The orthometric height was determined by differential leveling
 RC0435.and adjusted in June 1991.
 RC0435
 RC0435.The geoid height was determined by GEOID03.
 RC0435
 RC0435.The dynamic height is computed by dividing the NAVD 88
 RC0435.geopotential number by the normal gravity value computed on the
 RC0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0435.degrees latitude (g = 980.6199 gals.).
 RC0435
 RC0435.The modeled gravity was interpolated from observed gravity values.
 RC0435
 RC0435;                    North         East    Units  Estimated Accuracy
 RC0435;SPC OR N     -   178,650.    2,483,460.      MT  (+/- 180 meters Scaled)
 RC0435
 RC0435                          SUPERSEDED SURVEY CONTROL
 RC0435
 RC0435  NGVD 29 (??/??/92)  754.831  (m)         2476.47   (f) ADJ UNCH    1 2
 RC0435
 RC0435.Superseded values are not recommended for survey control.
 RC0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0435.See file dsdata.txt to determine how the superseded data were derived.
 RC0435
 RC0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR795159(NAD 83)
 RC0435_MARKER: P = PIPE CAP
 RC0435_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RC0435_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RC0435_STAMPING: 2475.679 H 1904
 RC0435_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC0435
 RC0435  HISTORY     - Date     Condition        Report By
 RC0435  HISTORY     - 1904     MONUMENTED       USGS
 RC0435  HISTORY     - 1961     MARK NOT FOUND   NGS
 RC0435  HISTORY     - 1987     MARK NOT FOUND   NGS
 RC0435
 RC0435                          STATION DESCRIPTION
 RC0435
 RC0435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RC0435'6.6 MI N FROM KENT.
 RC0435'ALONG THE UNION PACIFIC RAILROAD TRACKS ABOUT 6.6 MILES NORTH OF THE
 RC0435'TOWN OF KENT, ABOUT 0.3 MILES WEST OF MILE POST 45, 53 FEET SOUTHWEST
 RC0435'OF THE STATION SIGN BURBON, 28 FEET SOUTH OF THE MAIN TRACK, AND 2
 RC0435'FEET EAST OF THE EAST END OF A WAREHOUSE.  A STANDARD CAP RIVETED TO A
 RC0435'3-1/2 IRON PIPE ENCASED IN CEMENT.  MARK WAS SEARCHED FOR BUT NOT
 RC0435'FOUND.
 RC0435
 RC0435                          STATION RECOVERY (1987)
 RC0435
 RC0435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RC0435'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1277 ***********************************************************************
 QD1277  DESIGNATION -  2487
 QD1277  PID         -  QD1277
 QD1277  STATE/COUNTY-  OR/MARION
 QD1277  USGS QUAD   -  BREITENBUSH HOT SPRI (1997)
 QD1277
 QD1277                         *CURRENT SURVEY CONTROL
 QD1277  ___________________________________________________________________
 QD1277* NAD 83(1986)-  44 47 17.     (N)    121 56 15.     (W)     SCALED    
 QD1277* NAVD 88     -       759.285  (meters)    2491.09   (feet)  ADJUSTED  
 QD1277  ___________________________________________________________________
 QD1277  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 QD1277  DYNAMIC HT  -         759.097 (meters)    2490.47  (feet)  COMP
 QD1277  MODELED GRAV-     980,345.7   (mgal)                       NAVD 88
 QD1277
 QD1277  VERT ORDER  -  SECOND    CLASS 0
 QD1277
 QD1277.The horizontal coordinates were scaled from a topographic map and have
 QD1277.an estimated accuracy of +/- 6 seconds.
 QD1277
 QD1277.The orthometric height was determined by differential leveling
 QD1277.and adjusted in June 1991.
 QD1277
 QD1277.The geoid height was determined by GEOID03.
 QD1277
 QD1277.The dynamic height is computed by dividing the NAVD 88
 QD1277.geopotential number by the normal gravity value computed on the
 QD1277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1277.degrees latitude (g = 980.6199 gals.).
 QD1277
 QD1277.The modeled gravity was interpolated from observed gravity values.
 QD1277
 QD1277;                    North         East    Units  Estimated Accuracy
 QD1277;SPC OR N     -   125,620.    2,386,260.      MT  (+/- 180 meters Scaled)
 QD1277
 QD1277                          SUPERSEDED SURVEY CONTROL
 QD1277
 QD1277  NGVD 29 (??/??/92)  758.169  (m)         2487.43   (f) ADJ UNCH    2 0
 QD1277
 QD1277.Superseded values are not recommended for survey control.
 QD1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1277.See file dsdata.txt to determine how the superseded data were derived.
 QD1277
 QD1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ840599(NAD 83)
 QD1277_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QD1277_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QD1277_SP_SET: TREE
 QD1277_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD1277
 QD1277  HISTORY     - Date     Condition        Report By
 QD1277  HISTORY     - 1942     MONUMENTED       USGS
 QD1277  HISTORY     - 1942     GOOD             NGS
 QD1277  HISTORY     - 19950929 MARK NOT FOUND   NGS
 QD1277
 QD1277                          STATION DESCRIPTION
 QD1277
 QD1277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 QD1277'1.9 MI NE FROM BREITENBUSH HOT SPRINGS.
 QD1277'ALONG THE BREITENBUSH ROAD, 66 FEET EAST OF A BRIDGE OVER A SMALL
 QD1277'CREEK, 32 FEET NORTH OF THE CENTER LINE OF THE ROAD.
 QD1277
 QD1277                          STATION RECOVERY (1995)
 QD1277
 QD1277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (LLR)
 QD1277'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0910 ***********************************************************************
 QE0910  DESIGNATION -  249 B
 QE0910  PID         -  QE0910
 QE0910  STATE/COUNTY-  OR/LINN
 QE0910  USGS QUAD   -  HALSEY (1969)
 QE0910
 QE0910                         *CURRENT SURVEY CONTROL
 QE0910  ___________________________________________________________________
 QE0910* NAD 83(1986)-  44 29 11.     (N)    123 06 28.     (W)     SCALED    
 QE0910* NAVD 88     -        77.345  (meters)     253.76   (feet)  ADJUSTED  
 QE0910  ___________________________________________________________________
 QE0910  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 QE0910  DYNAMIC HT  -          77.339 (meters)     253.74  (feet)  COMP
 QE0910  MODELED GRAV-     980,534.2   (mgal)                       NAVD 88
 QE0910
 QE0910  VERT ORDER  -  FIRST     CLASS II
 QE0910
 QE0910.The horizontal coordinates were scaled from a topographic map and have
 QE0910.an estimated accuracy of +/- 6 seconds.
 QE0910
 QE0910.The orthometric height was determined by differential leveling
 QE0910.and adjusted in June 1991.
 QE0910
 QE0910.The geoid height was determined by GEOID03.
 QE0910
 QE0910.The dynamic height is computed by dividing the NAVD 88
 QE0910.geopotential number by the normal gravity value computed on the
 QE0910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0910.degrees latitude (g = 980.6199 gals.).
 QE0910
 QE0910.The modeled gravity was interpolated from observed gravity values.
 QE0910
 QE0910;                    North         East    Units  Estimated Accuracy
 QE0910;SPC OR N     -    94,440.    2,292,600.      MT  (+/- 180 meters Scaled)
 QE0910
 QE0910                          SUPERSEDED SURVEY CONTROL
 QE0910
 QE0910  NGVD 29 (??/??/92)   76.320  (m)          250.39   (f) ADJ UNCH    1 2
 QE0910
 QE0910.Superseded values are not recommended for survey control.
 QE0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0910.See file dsdata.txt to determine how the superseded data were derived.
 QE0910
 QE0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ914259(NAD 83)
 QE0910_MARKER: DD = SURVEY DISK
 QE0910_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QE0910_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QE0910_STAMPING: 249 B 1903
 QE0910_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0910
 QE0910  HISTORY     - Date     Condition        Report By
 QE0910  HISTORY     - 1903     MONUMENTED       USGS
 QE0910  HISTORY     - 1934     GOOD             NGS
 QE0910  HISTORY     - 1987     MARK NOT FOUND   NGS
 QE0910
 QE0910                          STATION DESCRIPTION
 QE0910
 QE0910'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QE0910'1.9 MI N FROM SHEDD.
 QE0910'ABOUT 1.9 MILES NORTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM
 QE0910'SHEDD, LINN COUNTY ABOUT 800 FEET SOUTH OF MILE POST 681, 120 FEET
 QE0910'NORTH OF A ROAD CROSSING, 27.0 FEET EAST OF THE TRACK CENTERLINE.  A
 QE0910'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK STAMPED 249 B 1903 AND
 QE0910'RIVETED ON A 3 1/2 INCH IRON PIPE ENCASED IN CONCRETE AND PROJECTING
 QE0910'16 INCHES ABOVE THE GROUND.
 QE0910
 QE0910                          STATION RECOVERY (1987)
 QE0910
 QE0910'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE0910'THERE IS A DRAINAGE DITCH AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0648 ***********************************************************************
 QB0648  DESIGNATION -  2490
 QB0648  PID         -  QB0648
 QB0648  STATE/COUNTY-  OR/MALHEUR
 QB0648  USGS QUAD   -  JAMIESON (1988)
 QB0648
 QB0648                         *CURRENT SURVEY CONTROL
 QB0648  ___________________________________________________________________
 QB0648* NAD 83(1986)-  44 10 15.     (N)    117 25 47.     (W)     SCALED    
 QB0648* NAVD 88     -       762.362  (meters)    2501.18   (feet)  ADJUSTED  
 QB0648  ___________________________________________________________________
 QB0648  GEOID HEIGHT-         -17.80  (meters)                     GEOID03
 QB0648  DYNAMIC HT  -         762.110 (meters)    2500.36  (feet)  COMP
 QB0648  MODELED GRAV-     980,262.5   (mgal)                       NAVD 88
 QB0648
 QB0648  VERT ORDER  -  FIRST     CLASS II
 QB0648
 QB0648.The horizontal coordinates were scaled from a topographic map and have
 QB0648.an estimated accuracy of +/- 6 seconds.
 QB0648
 QB0648.The orthometric height was determined by differential leveling
 QB0648.and adjusted in June 1991.
 QB0648
 QB0648.The geoid height was determined by GEOID03.
 QB0648
 QB0648.The dynamic height is computed by dividing the NAVD 88
 QB0648.geopotential number by the normal gravity value computed on the
 QB0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0648.degrees latitude (g = 980.6199 gals.).
 QB0648
 QB0648.The modeled gravity was interpolated from observed gravity values.
 QB0648
 QB0648;                    North         East    Units  Estimated Accuracy
 QB0648;SPC OR S     -   282,690.    1,745,500.      MT  (+/- 180 meters Scaled)
 QB0648
 QB0648                          SUPERSEDED SURVEY CONTROL
 QB0648
 QB0648  NGVD 29 (??/??/92)  761.273  (m)         2497.61   (f) ADJ UNCH    1 2
 QB0648
 QB0648.Superseded values are not recommended for survey control.
 QB0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0648.See file dsdata.txt to determine how the superseded data were derived.
 QB0648
 QB0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ656909(NAD 83)
 QB0648_MARKER: P = PIPE CAP
 QB0648_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QB0648_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QB0648_STAMPING: 2498.105 1904
 QB0648_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB0648
 QB0648  HISTORY     - Date     Condition        Report By
 QB0648  HISTORY     - 1904     MONUMENTED       USGS
 QB0648  HISTORY     - 1935     GOOD             NGS
 QB0648  HISTORY     - 1985     MARK NOT FOUND   NGS
 QB0648
 QB0648                          STATION DESCRIPTION
 QB0648
 QB0648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 QB0648'7.0 MI SE FROM BROGAN.
 QB0648'ABOUT 7.0 MILES SOUTHEAST ALONG THE JOHN DAY HIGHWAY (U. S. 28) FROM
 QB0648'BROGAN, MALHEUR COUNTY, AT THE JUNCTION OF A T-ROAD LEADING SOUTH,
 QB0648'ABOUT 192 FEET EAST ALONG AN ABANDONED ROAD GRADE FROM THE CROSSING OF
 QB0648'THE CENTER LINE OF THE HIGHWAY, AND 36 FEET NORTH OF THE CENTER LINE
 QB0648'OF THE ABANDONED ROAD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 QB0648'CAP, STAMPED 2498.105 1904 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON
 QB0648'PIPE.
 QB0648
 QB0648                          STATION RECOVERY (1985)
 QB0648
 QB0648'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QB0648'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0421 ***********************************************************************
 QD0421  DESIGNATION -  2492
 QD0421  PID         -  QD0421
 QD0421  STATE/COUNTY-  OR/WASCO
 QD0421  USGS QUAD   -  SHANIKO SUMMIT (1987)
 QD0421
 QD0421                         *CURRENT SURVEY CONTROL
 QD0421  ___________________________________________________________________
 QD0421* NAD 83(1986)-  44 53 27.     (N)    120 45 33.     (W)     SCALED    
 QD0421* NAVD 88     -       760.962  (meters)    2496.59   (feet)  ADJUSTED  
 QD0421  ___________________________________________________________________
 QD0421  GEOID HEIGHT-         -20.65  (meters)                     GEOID03
 QD0421  DYNAMIC HT  -         760.784 (meters)    2496.01  (feet)  COMP
 QD0421  MODELED GRAV-     980,357.1   (mgal)                       NAVD 88
 QD0421
 QD0421  VERT ORDER  -  FIRST     CLASS II
 QD0421
 QD0421.The horizontal coordinates were scaled from a topographic map and have
 QD0421.an estimated accuracy of +/- 6 seconds.
 QD0421
 QD0421.The orthometric height was determined by differential leveling
 QD0421.and adjusted in June 1991.
 QD0421
 QD0421.The geoid height was determined by GEOID03.
 QD0421
 QD0421.The dynamic height is computed by dividing the NAVD 88
 QD0421.geopotential number by the normal gravity value computed on the
 QD0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0421.degrees latitude (g = 980.6199 gals.).
 QD0421
 QD0421.The modeled gravity was interpolated from observed gravity values.
 QD0421
 QD0421;                    North         East    Units  Estimated Accuracy
 QD0421;SPC OR N     -   136,060.    2,479,530.      MT  (+/- 180 meters Scaled)
 QD0421
 QD0421                          SUPERSEDED SURVEY CONTROL
 QD0421
 QD0421  NGVD 29 (??/??/92)  759.857  (m)         2492.96   (f) ADJ UNCH    1 2
 QD0421
 QD0421.Superseded values are not recommended for survey control.
 QD0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0421.See file dsdata.txt to determine how the superseded data were derived.
 QD0421
 QD0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ769732(NAD 83)
 QD0421_MARKER: P = PIPE CAP
 QD0421_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QD0421_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QD0421_STAMPING: 2492.287 H 1904
 QD0421_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0421
 QD0421  HISTORY     - Date     Condition        Report By
 QD0421  HISTORY     - 1904     MONUMENTED       USGS
 QD0421  HISTORY     - 1944     GOOD             NGS
 QD0421  HISTORY     - 1986     GOOD             USPSQD
 QD0421  HISTORY     - 1987     GOOD             USPSQD
 QD0421
 QD0421                          STATION DESCRIPTION
 QD0421
 QD0421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 QD0421'2.4 MI SW FROM ANTELOPE.
 QD0421'ALONG THE WILLOWDALE-ANTELOPE ROAD, 2.4 MILES SOUTHWEST OF THE POST
 QD0421'OFFICE AT ANTELOPE, 675.0 FEET SOUTHWEST OF POINT OLD ROAD AND
 QD0421'TELEPHONE LINE LEAVES THE PRESENT ROAD, 300.0 FEET SOUTHEAST OF OLD
 QD0421'ROAD, 96.0 FEET SOUTHWEST OF THE DRIVE INTO THE TAYLOR RANCH YARD, 23
 QD0421'FEET NORTHWEST OF THE REMAINS OF A BURNED RANCH HOUSE, SET ALONG THE
 QD0421'YARD FENCE, A U.S. GEOLOGICAL SURVEY IRON PIPE IN CONCRETE, PROJECTING
 QD0421'ABOUT 4.0 INCHES ABOVE THE GROUND.
 QD0421
 QD0421                          STATION RECOVERY (1986)
 QD0421
 QD0421'RECOVERY NOTE BY US POWER SQUADRON 1986 (GAN)
 QD0421'RECOVERED IN GOOD CONDITION.
 QD0421
 QD0421                          STATION RECOVERY (1987)
 QD0421
 QD0421'RECOVERY NOTE BY US POWER SQUADRON 1987 (KRN)
 QD0421'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC0484 ***********************************************************************
 SC0484  DESIGNATION -  25
 SC0484  PID         -  SC0484
 SC0484  STATE/COUNTY-  OR/CLATSOP
 SC0484  USGS QUAD   -  ASTORIA (1984)
 SC0484
 SC0484                         *CURRENT SURVEY CONTROL
 SC0484  ___________________________________________________________________
 SC0484* NAD 83(1986)-  46 11 41.     (N)    123 46 51.     (W)     SCALED    
 SC0484* NAVD 88     -         8.853  (meters)      29.05   (feet)  ADJUSTED  
 SC0484  ___________________________________________________________________
 SC0484  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 SC0484  DYNAMIC HT  -           8.854 (meters)      29.05  (feet)  COMP
 SC0484  MODELED GRAV-     980,712.7   (mgal)                       NAVD 88
 SC0484
 SC0484  VERT ORDER  -  FIRST     CLASS II
 SC0484
 SC0484.The horizontal coordinates were scaled from a topographic map and have
 SC0484.an estimated accuracy of +/- 6 seconds.
 SC0484
 SC0484.The orthometric height was determined by differential leveling
 SC0484.and adjusted in June 1991.
 SC0484
 SC0484.The geoid height was determined by GEOID03.
 SC0484
 SC0484.The dynamic height is computed by dividing the NAVD 88
 SC0484.geopotential number by the normal gravity value computed on the
 SC0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0484.degrees latitude (g = 980.6199 gals.).
 SC0484
 SC0484.The modeled gravity was interpolated from observed gravity values.
 SC0484
 SC0484;                    North         East    Units  Estimated Accuracy
 SC0484;SPC OR N     -   286,080.    2,246,800.      MT  (+/- 180 meters Scaled)
 SC0484
 SC0484                          SUPERSEDED SURVEY CONTROL
 SC0484
 SC0484  NGVD 29 (??/??/92)    7.805  (m)           25.61   (f) ADJ UNCH    1 2
 SC0484
 SC0484.Superseded values are not recommended for survey control.
 SC0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0484.See file dsdata.txt to determine how the superseded data were derived.
 SC0484
 SC0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS397159(NAD 83)
 SC0484_MARKER: N = NAIL
 SC0484_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SC0484_SP_SET: CURB
 SC0484_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC0484
 SC0484  HISTORY     - Date     Condition        Report By
 SC0484  HISTORY     - UNK      MONUMENTED       PG+E
 SC0484  HISTORY     - 1935     GOOD             NGS
 SC0484  HISTORY     - 1987     MARK NOT FOUND   NGS
 SC0484  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 SC0484  HISTORY     - 20010218 MARK NOT FOUND   USPSQD
 SC0484
 SC0484                          STATION DESCRIPTION
 SC0484
 SC0484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 SC0484'IN ASTORIA.
 SC0484'IN THE EAST PART OF ASTORIA, CLATSOP COUNTY, TWO BLOCKS NORTH OF THE
 SC0484'COLUMBIA RIVER HIGHWAY, ONE BLOCK EAST OF THE ENTRANCE TO THE COMBINED
 SC0484'CANNERY CO. DOCK, AT THE NORTHEAST CORNER OF FIFTY FIRST AND BIRCH
 SC0484'STREETS, IN THE CURB AT THE EAST SIDE OF THE FIFTY FIRST STREET
 SC0484'SIDEWALK.  A NAIL.
 SC0484
 SC0484                          STATION RECOVERY (1987)
 SC0484
 SC0484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SC0484'MARK NOT FOUND.
 SC0484
 SC0484                          STATION RECOVERY (1989)
 SC0484
 SC0484'RECOVERY NOTE BY US POWER SQUADRON 1989 (RCC)
 SC0484'MARK NOT FOUND.
 SC0484
 SC0484                          STATION RECOVERY (2001)
 SC0484
 SC0484'RECOVERY NOTE BY US POWER SQUADRON 2001 (RCC)
 SC0484'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0088 ***********************************************************************
 PB0088  DESIGNATION -  25
 PB0088  PID         -  PB0088
 PB0088  STATE/COUNTY-  OR/DESCHUTES
 PB0088  USGS QUAD   -  MILLICAN SE (1981)
 PB0088
 PB0088                         *CURRENT SURVEY CONTROL
 PB0088  ___________________________________________________________________
 PB0088* NAD 83(1986)-  43 51 57.     (N)    120 47 22.     (W)     SCALED    
 PB0088* NAVD 88     -      1323.342  (meters)    4341.66   (feet)  ADJUSTED  
 PB0088  ___________________________________________________________________
 PB0088  GEOID HEIGHT-         -20.12  (meters)                     GEOID03
 PB0088  DYNAMIC HT  -        1322.736 (meters)    4339.68  (feet)  COMP
 PB0088  MODELED GRAV-     980,114.3   (mgal)                       NAVD 88
 PB0088
 PB0088  VERT ORDER  -  FIRST     CLASS II
 PB0088
 PB0088.The horizontal coordinates were scaled from a topographic map and have
 PB0088.an estimated accuracy of +/- 6 seconds.
 PB0088
 PB0088.The orthometric height was determined by differential leveling
 PB0088.and adjusted in June 1991.
 PB0088
 PB0088.The geoid height was determined by GEOID03.
 PB0088
 PB0088.The dynamic height is computed by dividing the NAVD 88
 PB0088.geopotential number by the normal gravity value computed on the
 PB0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0088.degrees latitude (g = 980.6199 gals.).
 PB0088
 PB0088.The modeled gravity was interpolated from observed gravity values.
 PB0088
 PB0088;                    North         East    Units  Estimated Accuracy
 PB0088;SPC OR S     -   244,340.    1,476,730.      MT  (+/- 180 meters Scaled)
 PB0088
 PB0088                          SUPERSEDED SURVEY CONTROL
 PB0088
 PB0088  NGVD 29 (??/??/92) 1322.144  (m)         4337.73   (f) ADJ UNCH    1 2
 PB0088
 PB0088.Superseded values are not recommended for survey control.
 PB0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0088.See file dsdata.txt to determine how the superseded data were derived.
 PB0088
 PB0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP776593(NAD 83)
 PB0088_MARKER: DD = SURVEY DISK
 PB0088_SETTING: 80 = SET IN A BOULDER
 PB0088_SP_SET: BOULDER
 PB0088_STAMPING: 4338 25 1927
 PB0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0088+STABILITY: SURFACE MOTION
 PB0088
 PB0088  HISTORY     - Date     Condition        Report By
 PB0088  HISTORY     - 1927     MONUMENTED       ORDT
 PB0088  HISTORY     - 1933     GOOD             ORDT
 PB0088
 PB0088                          STATION DESCRIPTION
 PB0088
 PB0088'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1933
 PB0088'6.6 MI E FROM MILLICAN.
 PB0088'ABOUT 6.6 MILES EAST ALONG THE CENTRAL OREGON HIGHWAY (U.S.20) FROM
 PB0088'THE POST OFFICE AT MILLICAN, DESCHUTES COUNTY, ABOUT 0.6 MILE SOUTH OF
 PB0088'A RANCH HOUSE AT SURVEY STATION 1675 + 60, NEAR THE WEST END OF A CUT,
 PB0088'92 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 7 FEET NORTH OF A
 PB0088'FENCE, 36 FEET EAST OF A POWER-TRANSMISSION LINE POLE, IN THE TOP OF A
 PB0088'BOULDER, AND 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST. AN
 PB0088'OREGON STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED 4338 25 1927.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0957 ***********************************************************************
 RD0957  DESIGNATION -  25
 RD0957  PID         -  RD0957
 RD0957  STATE/COUNTY-  OR/TILLAMOOK
 RD0957  USGS QUAD   -  HEBO (1985)
 RD0957
 RD0957                         *CURRENT SURVEY CONTROL
 RD0957  ___________________________________________________________________
 RD0957* NAD 83(1986)-  45 08 53.     (N)    123 47 54.     (W)     SCALED    
 RD0957* NAVD 88     -       145.347  (meters)     476.86   (feet)  ADJUSTED  
 RD0957  ___________________________________________________________________
 RD0957  GEOID HEIGHT-         -21.87  (meters)                     GEOID03
 RD0957  DYNAMIC HT  -         145.348 (meters)     476.86  (feet)  COMP
 RD0957  MODELED GRAV-     980,620.3   (mgal)                       NAVD 88
 RD0957
 RD0957  VERT ORDER  -  FIRST     CLASS II
 RD0957
 RD0957.The horizontal coordinates were scaled from a topographic map and have
 RD0957.an estimated accuracy of +/- 6 seconds.
 RD0957
 RD0957.The orthometric height was determined by differential leveling
 RD0957.and adjusted in June 1991.
 RD0957
 RD0957.The geoid height was determined by GEOID03.
 RD0957
 RD0957.The dynamic height is computed by dividing the NAVD 88
 RD0957.geopotential number by the normal gravity value computed on the
 RD0957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0957.degrees latitude (g = 980.6199 gals.).
 RD0957
 RD0957.The modeled gravity was interpolated from observed gravity values.
 RD0957
 RD0957;                    North         East    Units  Estimated Accuracy
 RD0957;SPC OR N     -   169,910.    2,240,710.      MT  (+/- 180 meters Scaled)
 RD0957
 RD0957                          SUPERSEDED SURVEY CONTROL
 RD0957
 RD0957  NGVD 29 (??/??/92)  144.291  (m)          473.39   (f) ADJ UNCH    1 2
 RD0957
 RD0957.Superseded values are not recommended for survey control.
 RD0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0957.See file dsdata.txt to determine how the superseded data were derived.
 RD0957
 RD0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ372997(NAD 83)
 RD0957_MARKER: DD = SURVEY DISK
 RD0957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0957_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0957_STAMPING: 25 1934
 RD0957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0957+STABILITY: SURFACE MOTION
 RD0957
 RD0957  HISTORY     - Date     Condition        Report By
 RD0957  HISTORY     - 1934     MONUMENTED       BPR
 RD0957  HISTORY     - 1941     GOOD             NGS
 RD0957
 RD0957                          STATION DESCRIPTION
 RD0957
 RD0957'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 RD0957'7.15 MI SE FROM HEBO.
 RD0957'MARK IS LOCATED ABOUT 7.15 MILES SOUTHEAST OF HEBO ON THREE RIVERS
 RD0957'HIGHWAY, 38 FEET EAST OF HIGHWAY, 2 FEET ABOVE HIGHWAY, AT THE
 RD0957'NORTHWEST END OF A HILL AND AT ABOUT EQUAL DISTANCE BETWEEN BUCK CREEK
 RD0957'BRIDGE AND ALDER CREEK BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3707 ***********************************************************************
 RD3707  DESIGNATION -  25
 RD3707  PID         -  RD3707
 RD3707  STATE/COUNTY-  OR/MULTNOMAH
 RD3707  USGS QUAD   -  LINNTON (1990)
 RD3707
 RD3707                         *CURRENT SURVEY CONTROL
 RD3707  ___________________________________________________________________
 RD3707* NAD 83(1991)-  45 36 30.55298(N)    122 46 42.75658(W)     ADJUSTED  
 RD3707* NAVD 88     -        12.     (meters)      39.     (feet)  SCALED    
 RD3707  ___________________________________________________________________
 RD3707  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 RD3707  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 RD3707  HORZ ORDER  -  THIRD
 RD3707
 RD3707.The horizontal coordinates were established by classical geodetic methods
 RD3707.and adjusted by the National Geodetic Survey in October 1991.
 RD3707
 RD3707.The orthometric height was scaled from a topographic map.
 RD3707
 RD3707.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3707
 RD3707.The geoid height was determined by GEOID03.
 RD3707
 RD3707;                    North         East     Units Scale Factor Converg.
 RD3707;SPC OR N     -   218,286.953 2,322,292.844   MT  0.99992401   -1 36 57.3
 RD3707;SPC OR N     -   716,164.54  7,619,071.01   iFT  0.99992401   -1 36 57.3
 RD3707;SPC WA S     -    33,151.236   322,270.094   MT  1.00005854   -1 39 18.4
 RD3707;SPC WA S     -   108,763.68  1,057,314.47   sFT  1.00005854   -1 39 18.4
 RD3707;UTM  10      - 5,050,573.050   517,268.429   MT  0.99960367   +0 09 29.7
 RD3707
 RD3707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3707!SPC OR N     -   1.00000169  x   0.99992401  =   0.99992570
 RD3707!SPC WA S     -   1.00000169  x   1.00005854  =   1.00006023
 RD3707!UTM  10      -   1.00000169  x   0.99960367  =   0.99960536
 RD3707
 RD3707:                Primary Azimuth Mark                     Grid Az
 RD3707:SPC OR N     -  27                                       143 15 37.8
 RD3707:SPC WA S     -  27                                       143 17 58.9
 RD3707:UTM  10      -  27                                       141 29 10.8
 RD3707
 RD3707|---------------------------------------------------------------------|
 RD3707| PID    Reference Object                     Distance      Geod. Az  |
 RD3707|                                                           dddmmss.s |
 RD3707| RD3696 27                                  471.175 METERS 1413840.5 |
 RD3707|---------------------------------------------------------------------|
 RD3707
 RD3707                          SUPERSEDED SURVEY CONTROL
 RD3707
 RD3707  NAD 83(1986)-  45 36 30.57233(N)    122 46 42.75883(W) AD(       ) 3
 RD3707  NAD 27      -  45 36 31.15000(N)    122 46 38.39700(W) AD(       ) 3
 RD3707
 RD3707.Superseded values are not recommended for survey control.
 RD3707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3707.See file dsdata.txt to determine how the superseded data were derived.
 RD3707
 RD3707_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1726850573(NAD 83)
 RD3707
 RD3707  HISTORY     - Date     Condition        Report By
 RD3707  HISTORY     - 1899     MONUMENTED       USE
 RD3707  HISTORY     - 1941     SEE DESCRIPTION  CGS
 RD3707  HISTORY     - 1960     SEE DESCRIPTION  CGS
 RD3707  HISTORY     - 19941031 MARK NOT FOUND   USPSQD
 RD3707
 RD3707                          STATION DESCRIPTION
 RD3707
 RD3707'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (LAM)
 RD3707'THIS STATION WAS ON E BANK OF WILLAMETTE RIVER N OF ST. JOHNS
 RD3707'DISTRICT, PORTLAND, ABOUT 0.25 MILE N OF TERMINAL 4.  MARKED
 RD3707'BY PIPE IN BLOCK OF CONCRETE LETTERED U.S.E. 25.  STATION
 RD3707'APPARENTLY DESTROYED BY CONSTRUCTION OF SHIPYARDS IN THIS
 RD3707'LOCALITY.
 RD3707
 RD3707                          STATION RECOVERY (1960)
 RD3707
 RD3707'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ANS)
 RD3707'STATION WAS NOT RECOVERED.  IT IS CERTAIN THAT THIS STATION WAS
 RD3707'DESTROYED BY CONSTRUCTION IN THE AREA.  THIS LOCATION IS PART
 RD3707'OF THE OREGON SHIPBUILDING CORPORATION.
 RD3707
 RD3707                          STATION RECOVERY (1994)
 RD3707
 RD3707'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD3707'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0089 ***********************************************************************
 PB0089  DESIGNATION -  25 A
 PB0089  PID         -  PB0089
 PB0089  STATE/COUNTY-  OR/DESCHUTES
 PB0089  USGS QUAD   -  MILLICAN SE (1981)
 PB0089
 PB0089                         *CURRENT SURVEY CONTROL
 PB0089  ___________________________________________________________________
 PB0089* NAD 83(1986)-  43 51 36.     (N)    120 46 18.     (W)     SCALED    
 PB0089* NAVD 88     -      1324.570  (meters)    4345.69   (feet)  ADJUSTED  
 PB0089  ___________________________________________________________________
 PB0089  GEOID HEIGHT-         -20.09  (meters)                     GEOID03
 PB0089  DYNAMIC HT  -        1323.959 (meters)    4343.69  (feet)  COMP
 PB0089  MODELED GRAV-     980,111.7   (mgal)                       NAVD 88
 PB0089
 PB0089  VERT ORDER  -  FIRST     CLASS II
 PB0089
 PB0089.The horizontal coordinates were scaled from a topographic map and have
 PB0089.an estimated accuracy of +/- 6 seconds.
 PB0089
 PB0089.The orthometric height was determined by differential leveling
 PB0089.and adjusted in June 1991.
 PB0089
 PB0089.The geoid height was determined by GEOID03.
 PB0089
 PB0089.The dynamic height is computed by dividing the NAVD 88
 PB0089.geopotential number by the normal gravity value computed on the
 PB0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0089.degrees latitude (g = 980.6199 gals.).
 PB0089
 PB0089.The modeled gravity was interpolated from observed gravity values.
 PB0089
 PB0089;                    North         East    Units  Estimated Accuracy
 PB0089;SPC OR S     -   243,680.    1,478,160.      MT  (+/- 180 meters Scaled)
 PB0089
 PB0089                          SUPERSEDED SURVEY CONTROL
 PB0089
 PB0089  NGVD 29 (??/??/92) 1323.368  (m)         4341.75   (f) ADJ UNCH    1 2
 PB0089
 PB0089.Superseded values are not recommended for survey control.
 PB0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0089.See file dsdata.txt to determine how the superseded data were derived.
 PB0089
 PB0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP790587(NAD 83)
 PB0089_MARKER: N = NAIL
 PB0089_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PB0089_SP_SET: TREE
 PB0089_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PB0089
 PB0089  HISTORY     - Date     Condition        Report By
 PB0089  HISTORY     - UNK      MONUMENTED       ORDT
 PB0089  HISTORY     - 1943     GOOD             NGS
 PB0089
 PB0089                          STATION DESCRIPTION
 PB0089
 PB0089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PB0089'7.6 MI E FROM MILLICAN.
 PB0089'ABOUT 7.6 MILES EAST ALONG THE CENTRAL OREGON HIGHWAY (U.S. 20) FROM
 PB0089'THE POST OFFICE AT MILLICAN, DESCHUTES COUNTY, AT SURVEY STATION 1729
 PB0089'+ 60, 28.5 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, IN THE BASE
 PB0089'AND ON THE WEST SIDE OF A BUSHY JUNIPER TREE, 2 FEET EAST OF A WHITE
 PB0089'WOODEN WITNESS POST, AND ABOUT 16 INCHES HIGHER THAN THE GROUND.  A
 PB0089'NAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0169 ***********************************************************************
 RB0169  DESIGNATION -  25 AA
 RB0169  PID         -  RB0169
 RB0169  STATE/COUNTY-  OR/UNION
 RB0169  USGS QUAD   -  KAMELA SE (1984)
 RB0169
 RB0169                         *CURRENT SURVEY CONTROL
 RB0169  ___________________________________________________________________
 RB0169* NAD 83(1986)-  45 15 51.     (N)    118 22 27.     (W)     SCALED    
 RB0169* NAVD 88     -      1001.771  (meters)    3286.64   (feet)  ADJUSTED  
 RB0169  ___________________________________________________________________
 RB0169  GEOID HEIGHT-         -17.73  (meters)                     GEOID03
 RB0169  DYNAMIC HT  -        1001.510 (meters)    3285.79  (feet)  COMP
 RB0169  MODELED GRAV-     980,321.6   (mgal)                       NAVD 88
 RB0169
 RB0169  VERT ORDER  -  SECOND    CLASS 0
 RB0169
 RB0169.The horizontal coordinates were scaled from a topographic map and have
 RB0169.an estimated accuracy of +/- 6 seconds.
 RB0169
 RB0169.The orthometric height was determined by differential leveling
 RB0169.and adjusted in June 1991.
 RB0169
 RB0169.The geoid height was determined by GEOID03.
 RB0169
 RB0169.The dynamic height is computed by dividing the NAVD 88
 RB0169.geopotential number by the normal gravity value computed on the
 RB0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0169.degrees latitude (g = 980.6199 gals.).
 RB0169
 RB0169.The modeled gravity was interpolated from observed gravity values.
 RB0169
 RB0169;                    North         East    Units  Estimated Accuracy
 RB0169;SPC OR N     -   179,710.    2,666,810.      MT  (+/- 180 meters Scaled)
 RB0169
 RB0169                          SUPERSEDED SURVEY CONTROL
 RB0169
 RB0169  NGVD 29 (??/??/92) 1000.655  (m)         3282.98   (f) ADJ UNCH    2 0
 RB0169
 RB0169.Superseded values are not recommended for survey control.
 RB0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0169.See file dsdata.txt to determine how the superseded data were derived.
 RB0169
 RB0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL921132(NAD 83)
 RB0169_MARKER: DD = SURVEY DISK
 RB0169_SETTING: 80 = SET IN A BOULDER
 RB0169_SP_SET: BOULDER
 RB0169_STAMPING: 25 AA 1950
 RB0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0169+STABILITY: SURFACE MOTION
 RB0169
 RB0169  HISTORY     - Date     Condition        Report By
 RB0169  HISTORY     - 1950     MONUMENTED       USGS
 RB0169  HISTORY     - 1951     GOOD             NGS
 RB0169
 RB0169                          STATION DESCRIPTION
 RB0169
 RB0169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 RB0169'13.3 MI SW FROM HILGARD.
 RB0169'0.6 MILE EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT HILGARD,
 RB0169'THENCE 0.65 MILE WEST ALONG U. S. HIGHWAY 30, THENCE 12.05 MILES
 RB0169'SOUTHWEST ALONG THE STARKEY SECONDARY STATE HIGHWAY, AT A POINT WHERE
 RB0169'THE MOUNT EMILY LO CO. RAILROAD MAKES A Y JUNCTION, ABOUT 232 YARDS
 RB0169'EAST OF A POINT WHERE MEADOW CREEK RUNS INTO THE GRANDE RONDE RIVER,
 RB0169'AND ABOUT 117 YARDS EAST OF A SWITCH STAND, 107 1/2 FEET SOUTHEAST OF
 RB0169'THE CENTER LINE OF THE HIGHWAY, 16 FEET EAST OF A PINE TREE WITH A
 RB0169'TRIANGLE BLAZE, 5.1 FEET NORTHWEST OF THE NORTH BANK OF THE RIVER, AND
 RB0169'ABOUT 2 1/2 FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A LARGE
 RB0169'LAVA BOULDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0629 ***********************************************************************
 NW0629  DESIGNATION -  25 BKC
 NW0629  PID         -  NW0629
 NW0629  STATE/COUNTY-  OR/MALHEUR
 NW0629  USGS QUAD   -  CAVIATTA RIDGE (1980)
 NW0629
 NW0629                         *CURRENT SURVEY CONTROL
 NW0629  ___________________________________________________________________
 NW0629* NAD 83(1986)-  42 32 04.     (N)    117 25 17.     (W)     SCALED    
 NW0629* NAVD 88     -      1453.014  (meters)    4767.10   (feet)  ADJUSTED  
 NW0629  ___________________________________________________________________
 NW0629  GEOID HEIGHT-         -17.77  (meters)                     GEOID03
 NW0629  DYNAMIC HT  -        1452.130 (meters)    4764.20  (feet)  COMP
 NW0629  MODELED GRAV-     979,962.0   (mgal)                       NAVD 88
 NW0629
 NW0629  VERT ORDER  -  SECOND    CLASS 0
 NW0629
 NW0629.The horizontal coordinates were scaled from a topographic map and have
 NW0629.an estimated accuracy of +/- 6 seconds.
 NW0629
 NW0629.The orthometric height was determined by differential leveling
 NW0629.and adjusted in August 1995.
 NW0629
 NW0629.The geoid height was determined by GEOID03.
 NW0629
 NW0629.The dynamic height is computed by dividing the NAVD 88
 NW0629.geopotential number by the normal gravity value computed on the
 NW0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0629.degrees latitude (g = 980.6199 gals.).
 NW0629
 NW0629.The modeled gravity was interpolated from observed gravity values.
 NW0629
 NW0629;                    North         East    Units  Estimated Accuracy
 NW0629;SPC OR S     -   101,040.    1,752,850.      MT  (+/- 180 meters Scaled)
 NW0629
 NW0629                          SUPERSEDED SURVEY CONTROL
 NW0629
 NW0629.No superseded survey control is available for this station.
 NW0629
 NW0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH653092(NAD 83)
 NW0629_MARKER: DB = BENCH MARK DISK
 NW0629_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0629_SP_SET: COPPER-CLAD STEEL ROD
 NW0629_STAMPING: 25 BKC 1973 4763
 NW0629_MARK LOGO: USGS  
 NW0629_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0629_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0629_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0629+SATELLITE: SATELLITE OBSERVATIONS - 1973
 NW0629
 NW0629  HISTORY     - Date     Condition        Report By
 NW0629  HISTORY     - 1973     MONUMENTED       USGS
 NW0629
 NW0629                          STATION DESCRIPTION
 NW0629
 NW0629'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 NW0629'FROM ROME, OREGON PROCEED 29.8 MILES SOUTH AND SOUTHEAST ALONG A
 NW0629'TRACK ROAD, THENCE 10.8 MILES SOUTHWEST, SOUTH AND WEST ALONG A TRACK
 NW0629'ROAD, AT A STOCK POND AND T-ROAD SOUTH, 120 FEET SOUTH OF THE
 NW0629'CENTERLINE OF THE ROAD, 1 FOOT EAST OF THE NORTHWEST CORNER OF A
 NW0629'FENCE AROUND THE STOCK POND, 1 FOOT NORTH OF THE FENCE LINE, SET ON A
 NW0629'5/8-INCH COPPER-COATED ROD DRIVEN TO REFUSAL (ROD DEPTH UNKNOWN) WITH
 NW0629'THE TOP ENCASED IN A 6-INCH DRAINPIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0765 ***********************************************************************
 PA0765  DESIGNATION -  25 FMK
 PA0765  PID         -  PA0765
 PA0765  STATE/COUNTY-  OR/HARNEY
 PA0765  USGS QUAD   -  JACKASS BUTTE (1967)
 PA0765
 PA0765                         *CURRENT SURVEY CONTROL
 PA0765  ___________________________________________________________________
 PA0765* NAD 83(1986)-  43 04 20.     (N)    118 56 43.     (W)     SCALED    
 PA0765* NAVD 88     -      1444.697  (meters)    4739.81   (feet)  ADJUSTED  
 PA0765  ___________________________________________________________________
 PA0765  GEOID HEIGHT-         -19.22  (meters)                     GEOID03
 PA0765  DYNAMIC HT  -        1443.919 (meters)    4737.26  (feet)  COMP
 PA0765  MODELED GRAV-     980,030.4   (mgal)                       NAVD 88
 PA0765
 PA0765  VERT ORDER  -  SECOND    CLASS 0
 PA0765
 PA0765.The horizontal coordinates were scaled from a topographic map and have
 PA0765.an estimated accuracy of +/- 6 seconds.
 PA0765
 PA0765.The orthometric height was determined by differential leveling
 PA0765.and adjusted in August 1995.
 PA0765
 PA0765.The geoid height was determined by GEOID03.
 PA0765
 PA0765.The dynamic height is computed by dividing the NAVD 88
 PA0765.geopotential number by the normal gravity value computed on the
 PA0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0765.degrees latitude (g = 980.6199 gals.).
 PA0765
 PA0765.The modeled gravity was interpolated from observed gravity values.
 PA0765
 PA0765;                    North         East    Units  Estimated Accuracy
 PA0765;SPC OR S     -   157,310.    1,626,610.      MT  (+/- 180 meters Scaled)
 PA0765
 PA0765                          SUPERSEDED SURVEY CONTROL
 PA0765
 PA0765.No superseded survey control is available for this station.
 PA0765
 PA0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH416706(NAD 83)
 PA0765_MARKER: DB = BENCH MARK DISK
 PA0765_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PA0765_SP_SET: COPPER-CLAD STEEL ROD
 PA0765_STAMPING: 25 FMK 1970 4736
 PA0765_MARK LOGO: USGS  
 PA0765_PROJECTION: FLUSH
 PA0765_MAGNETIC: I = MARKER IS A STEEL ROD
 PA0765_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PA0765_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PA0765+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2008
 PA0765_ROD/PIPE-DEPTH: 3.05 meters
 PA0765
 PA0765  HISTORY     - Date     Condition        Report By
 PA0765  HISTORY     - 1970     MONUMENTED       USGS
 PA0765  HISTORY     - 20081030 GOOD             INDIV
 PA0765
 PA0765                          STATION DESCRIPTION
 PA0765
 PA0765'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 PA0765'FROM THE BRIDGE OVER THE NARROWS, PROCEED 12.2 MILES SOUTH ALONG
 PA0765'STATE HIGHWAY 205, THENCE 4.2 MILES SOUTHWEST ALONG THE ROAD TO
 PA0765'FOSTER LAKE AND PLUSH, AT THE MIDDLE OF A CURVE IN A SADDLE, OPPOSITE
 PA0765'OF A Y-ROAD SOUTHWEST, 42 FEET EAST OF THE CENTERLINE OF THE ROAD,
 PA0765'WITNESS POST SET AT BENCH MARK.
 PA0765
 PA0765                          STATION RECOVERY (2008)
 PA0765
 PA0765'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008
 PA0765'TURN RIGHT AT MILEPOST 34.5 ON STATE HIGHWAY 205, THENCE 4.2 MILES
 PA0765'SOUTHWEST ALONG COUNTY ROAD 411, JACK MOUNTAIN ROAD (THE ROAD TO
 PA0765'FOSTER LAKE AND PLUSH) . . .
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2707 ***********************************************************************
 QE2707  DESIGNATION -  25 KJO
 QE2707  PID         -  QE2707
 QE2707  STATE/COUNTY-  OR/LINCOLN
 QE2707  USGS QUAD   -  TOLEDO SOUTH (1984)
 QE2707
 QE2707                         *CURRENT SURVEY CONTROL
 QE2707  ___________________________________________________________________
 QE2707* NAD 83(1986)-  44 32 12.     (N)    123 54 42.     (W)     SCALED    
 QE2707* NAVD 88     -       282.850  (meters)     927.98   (feet)  ADJUSTED  
 QE2707  ___________________________________________________________________
 QE2707  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 QE2707  DYNAMIC HT  -         282.830 (meters)     927.92  (feet)  COMP
 QE2707  MODELED GRAV-     980,540.3   (mgal)                       NAVD 88
 QE2707
 QE2707  VERT ORDER  -  SECOND    CLASS I
 QE2707
 QE2707.The horizontal coordinates were scaled from a topographic map and have
 QE2707.an estimated accuracy of +/- 6 seconds.
 QE2707
 QE2707.The orthometric height was determined by differential leveling
 QE2707.and adjusted in August 1995.
 QE2707
 QE2707.The geoid height was determined by GEOID03.
 QE2707
 QE2707.The dynamic height is computed by dividing the NAVD 88
 QE2707.geopotential number by the normal gravity value computed on the
 QE2707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE2707.degrees latitude (g = 980.6199 gals.).
 QE2707
 QE2707.The modeled gravity was interpolated from observed gravity values.
 QE2707
 QE2707;                    North         East    Units  Estimated Accuracy
 QE2707;SPC OR N     -   102,400.    2,228,940.      MT  (+/- 180 meters Scaled)
 QE2707
 QE2707                          SUPERSEDED SURVEY CONTROL
 QE2707
 QE2707.No superseded survey control is available for this station.
 QE2707
 QE2707_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ275318(NAD 83)
 QE2707_MARKER: DB = BENCH MARK DISK
 QE2707_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QE2707_SP_SET: COPPER-CLAD STEEL ROD
 QE2707_STAMPING: 25 KJO 1979 925
 QE2707_MARK LOGO: USGS  
 QE2707_PROJECTION: PROJECTING 8 CENTIMETERS
 QE2707_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE2707_ROD/PIPE-DEPTH: 3.05 meters
 QE2707
 QE2707  HISTORY     - Date     Condition        Report By
 QE2707  HISTORY     - 1979     MONUMENTED       USGS
 QE2707
 QE2707                          STATION DESCRIPTION
 QE2707
 QE2707'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 QE2707'23.0 KM (14.30 MI) SW FROM HARLAN.
 QE2707'HARLAN, 14.29 MI SW OF.  ONA BEACH STATE PARK, 12.19 MI E OF.  108 FT
 QE2707'E OF WESTERN END OF RD JCT, 25 FT N OF SOUTHERN END OF RD JCT, 18 FT
 QE2707'NE OF CENTERLINE OF RD, 3 FT SE OF USFS SIGN POST.
 QE2707'THE MARK IS 1 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0341 ***********************************************************************
 NX0341  DESIGNATION -  25 LRC
 NX0341  PID         -  NX0341
 NX0341  STATE/COUNTY-  OR/HARNEY
 NX0341  USGS QUAD   -  RED BANK LAKES (1971)
 NX0341
 NX0341                         *CURRENT SURVEY CONTROL
 NX0341  ___________________________________________________________________
 NX0341* NAD 83(1986)-  42 59 17.     (N)    119 43 59.     (W)     SCALED    
 NX0341* NAVD 88     -      1389.582  (meters)    4558.99   (feet)  ADJUSTED  
 NX0341  ___________________________________________________________________
 NX0341  GEOID HEIGHT-         -19.82  (meters)                     GEOID03
 NX0341  DYNAMIC HT  -        1388.791 (meters)    4556.39  (feet)  COMP
 NX0341  MODELED GRAV-     980,003.0   (mgal)                       NAVD 88
 NX0341
 NX0341  VERT ORDER  -  SECOND    CLASS 0
 NX0341
 NX0341.The horizontal coordinates were scaled from a topographic map and have
 NX0341.an estimated accuracy of +/- 6 seconds.
 NX0341
 NX0341.The orthometric height was determined by differential leveling
 NX0341.and adjusted in August 1995.
 NX0341
 NX0341.The geoid height was determined by GEOID03.
 NX0341
 NX0341.The dynamic height is computed by dividing the NAVD 88
 NX0341.geopotential number by the normal gravity value computed on the
 NX0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0341.degrees latitude (g = 980.6199 gals.).
 NX0341
 NX0341.The modeled gravity was interpolated from observed gravity values.
 NX0341
 NX0341;                    North         East    Units  Estimated Accuracy
 NX0341;SPC OR S     -   147,070.    1,562,540.      MT  (+/- 180 meters Scaled)
 NX0341
 NX0341                          SUPERSEDED SURVEY CONTROL
 NX0341
 NX0341.No superseded survey control is available for this station.
 NX0341
 NX0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKH771631(NAD 83)
 NX0341_MARKER: DB = BENCH MARK DISK
 NX0341_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NX0341+WITH SETTING: INFORMATION.
 NX0341_SP_SET: METAL ROD DRIVEN INTO GROUND
 NX0341_STAMPING: 25 LRC 1970 4555
 NX0341_MARK LOGO: USGS  
 NX0341_MAGNETIC: I = MARKER IS A STEEL ROD
 NX0341_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NX0341
 NX0341  HISTORY     - Date     Condition        Report By
 NX0341  HISTORY     - 1970     MONUMENTED       USGS
 NX0341
 NX0341                          STATION DESCRIPTION
 NX0341
 NX0341'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NX0341'FROM WAGONTIRE, OREGON, PROCEED 4.5 MILES SOUTHWEST ALONG U S HIGHWAY
 NX0341'395 TO DRY VALLEY ROAD, THENCE 21.0 MILES SOUTH ALONG DRY VALLEY ROAD
 NX0341'TO A BEND AROUND THE EAST SLOPE OF A HILL, 1.0 MILE NORTH OF AN OLD
 NX0341'LINE SHACK, 36 FEET WEST-NORTHWEST OF AND 3 FEET HIGHER THAN THE
 NX0341'CENTERLINE OF THE ROAD, 4 FEET EAST OF A WITNESS POST.  THE ROD DEPTH
 NX0341'IS UNKNOWN AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0372 ***********************************************************************
 NZ0372  DESIGNATION -  25 M
 NZ0372  PID         -  NZ0372
 NZ0372  STATE/COUNTY-  OR/JACKSON
 NZ0372  USGS QUAD   -  ABBOTT BUTTE (1989)
 NZ0372
 NZ0372                         *CURRENT SURVEY CONTROL
 NZ0372  ___________________________________________________________________
 NZ0372* NAD 83(1986)-  42 53 30.     (N)    122 31 06.     (W)     SCALED    
 NZ0372* NAVD 88     -       946.646  (meters)    3105.79   (feet)  ADJUSTED  
 NZ0372  ___________________________________________________________________
 NZ0372  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 NZ0372  DYNAMIC HT  -         946.205 (meters)    3104.34  (feet)  COMP
 NZ0372  MODELED GRAV-     980,123.0   (mgal)                       NAVD 88
 NZ0372
 NZ0372  VERT ORDER  -  SECOND    CLASS 0
 NZ0372
 NZ0372.The horizontal coordinates were scaled from a topographic map and have
 NZ0372.an estimated accuracy of +/- 6 seconds.
 NZ0372
 NZ0372.The orthometric height was determined by differential leveling
 NZ0372.and adjusted in June 1991.
 NZ0372
 NZ0372.The geoid height was determined by GEOID03.
 NZ0372
 NZ0372.The dynamic height is computed by dividing the NAVD 88
 NZ0372.geopotential number by the normal gravity value computed on the
 NZ0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0372.degrees latitude (g = 980.6199 gals.).
 NZ0372
 NZ0372.The modeled gravity was interpolated from observed gravity values.
 NZ0372
 NZ0372;                    North         East    Units  Estimated Accuracy
 NZ0372;SPC OR S     -   138,060.    1,335,170.      MT  (+/- 180 meters Scaled)
 NZ0372
 NZ0372                          SUPERSEDED SURVEY CONTROL
 NZ0372
 NZ0372  NGVD 29 (??/??/92)  945.474  (m)         3101.94   (f) ADJ UNCH    2 0
 NZ0372
 NZ0372.Superseded values are not recommended for survey control.
 NZ0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0372.See file dsdata.txt to determine how the superseded data were derived.
 NZ0372
 NZ0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN393488(NAD 83)
 NZ0372_MARKER: DD = SURVEY DISK
 NZ0372_SETTING: 80 = SET IN A BOULDER
 NZ0372_SP_SET: BOULDER
 NZ0372_STAMPING: 25 M 3101 1944
 NZ0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0372+STABILITY: SURFACE MOTION
 NZ0372
 NZ0372  HISTORY     - Date     Condition        Report By
 NZ0372  HISTORY     - 1944     MONUMENTED       USGS
 NZ0372  HISTORY     - 1967     GOOD             NGS
 NZ0372
 NZ0372                          STATION DESCRIPTION
 NZ0372
 NZ0372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 NZ0372'9 MI W FROM UNION CREEK RANGER STATION.
 NZ0372'4.25 MILES SOUTH ALONG STATE HIGHWAY 62 FROM THE UNION CREEK RANGER
 NZ0372'STATION TO THE JUNCTION WITH FOREST SERVICE ROAD 318, THENCE NORTHWEST
 NZ0372'ALONG FOREST SERVICE ROAD 318 FOR 1.8 MILES TO THE JUNCTION WITH
 NZ0372'FOREST SERVICE ROAD 3017, TURN RIGHT AND GO NORTHWEST ON ROAD 3017 FOR
 NZ0372'3.2 MILES TO THE JUNCTION WITH FOREST SERVICE ROAD 3017B, TURN LEFT
 NZ0372'AND GO WEST ON ROAD 3017B FOR 0.3 MILE TO THE BENCH MARK ON THE LEFT.
 NZ0372'IT IS 0.05 MILE SOUTHWEST OF THE BRIDGE OVER ABBOT CREEK, 100 FEET
 NZ0372'NORTHEAST OF A STOCK PILE, 90 FEET SOUTH OF THE ROAD 3017B, 12 FEET
 NZ0372'SOUTHEAST OF THE CENTER OF THE OLD ROAD AND 6 FEET NORTHEAST OF A
 NZ0372'3-FOOT FIR TREE WITH A WITNESS SIGN NAILED ON IT, CEMENTED IN A 3 BY 4
 NZ0372'FOOT BOULDER THAT PROJECTS 2 1/2 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0875 ***********************************************************************
 PB0875  DESIGNATION -  25 PSM
 PB0875  PID         -  PB0875
 PB0875  STATE/COUNTY-  OR/DESCHUTES
 PB0875  USGS QUAD   -  MILLICAN SE (1981)
 PB0875
 PB0875                         *CURRENT SURVEY CONTROL
 PB0875  ___________________________________________________________________
 PB0875* NAD 83(1986)-  43 48 05.     (N)    120 47 35.     (W)     SCALED    
 PB0875* NAVD 88     -      1434.780  (meters)    4707.27   (feet)  ADJUSTED  
 PB0875  ___________________________________________________________________
 PB0875  GEOID HEIGHT-         -20.13  (meters)                     GEOID03
 PB0875  DYNAMIC HT  -        1434.090 (meters)    4705.01  (feet)  COMP
 PB0875  MODELED GRAV-     980,087.3   (mgal)                       NAVD 88
 PB0875
 PB0875  VERT ORDER  -  THIRD
 PB0875
 PB0875.The horizontal coordinates were scaled from a topographic map and have
 PB0875.an estimated accuracy of +/- 6 seconds.
 PB0875
 PB0875.The orthometric height was determined by differential leveling
 PB0875.and adjusted in August 1995.
 PB0875
 PB0875.The geoid height was determined by GEOID03.
 PB0875
 PB0875.The dynamic height is computed by dividing the NAVD 88
 PB0875.geopotential number by the normal gravity value computed on the
 PB0875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0875.degrees latitude (g = 980.6199 gals.).
 PB0875
 PB0875.The modeled gravity was interpolated from observed gravity values.
 PB0875
 PB0875;                    North         East    Units  Estimated Accuracy
 PB0875;SPC OR S     -   237,180.    1,476,420.      MT  (+/- 180 meters Scaled)
 PB0875
 PB0875                          SUPERSEDED SURVEY CONTROL
 PB0875
 PB0875.No superseded survey control is available for this station.
 PB0875
 PB0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP775521(NAD 83)
 PB0875_MARKER: DB = BENCH MARK DISK
 PB0875_SETTING: 66 = SET IN ROCK OUTCROP
 PB0875_SP_SET: ROD CEMENTED IN BEDROCK
 PB0875_STAMPING: 25 PSM 1978 4704
 PB0875_MARK LOGO: USGS  
 PB0875_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PB0875+STABILITY: POSITION/ELEVATION WELL
 PB0875
 PB0875  HISTORY     - Date     Condition        Report By
 PB0875  HISTORY     - 1978     MONUMENTED       USGS
 PB0875
 PB0875                          STATION DESCRIPTION
 PB0875
 PB0875'DESCRIBED BY US GEOLOGICAL SURVEY 1978
 PB0875'21.1 KM (13.10 MI) SE FROM MILLICAN.
 PB0875'MILLICAN, 8.2 MI E OF, ALONG US HWY 20 TO T-RD, THENCE 4.9 MI SE
 PB0875'ALONG GRAVEL RD.  AT SADDLE, IN SEC 27 T20S R16E, 84 FT E OF RD, 3 FT
 PB0875'E OF CAIRN, 2 FT W OF POWERPOLE WITH WITNESS SIGN, ENCASED IN GREEN
 PB0875'PLASTIC PIPE, SET ON 4 FT OF COPPER-COATED ROD DRIVEN INTO BEDROCK
 PB0875'AND CEMENTED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0679 ***********************************************************************
 NW0679  DESIGNATION -  25 RTV
 NW0679  PID         -  NW0679
 NW0679  STATE/COUNTY-  OR/MALHEUR
 NW0679  USGS QUAD   -  GRASSHOPPER FLAT NORTH (1982)
 NW0679
 NW0679                         *CURRENT SURVEY CONTROL
 NW0679  ___________________________________________________________________
 NW0679* NAD 83(1986)-  42 19 36.     (N)    117 30 54.     (W)     SCALED    
 NW0679* NAVD 88     -      1648.570  (meters)    5408.68   (feet)  ADJUSTED  
 NW0679  ___________________________________________________________________
 NW0679  GEOID HEIGHT-         -17.86  (meters)                     GEOID03
 NW0679  DYNAMIC HT  -        1647.458 (meters)    5405.04  (feet)  COMP
 NW0679  MODELED GRAV-     979,888.6   (mgal)                       NAVD 88
 NW0679
 NW0679  VERT ORDER  -  SECOND    CLASS 0
 NW0679
 NW0679.The horizontal coordinates were scaled from a topographic map and have
 NW0679.an estimated accuracy of +/- 6 seconds.
 NW0679
 NW0679.The orthometric height was determined by differential leveling
 NW0679.and adjusted in August 1995.
 NW0679
 NW0679.The geoid height was determined by GEOID03.
 NW0679
 NW0679.The dynamic height is computed by dividing the NAVD 88
 NW0679.geopotential number by the normal gravity value computed on the
 NW0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0679.degrees latitude (g = 980.6199 gals.).
 NW0679
 NW0679.The modeled gravity was interpolated from observed gravity values.
 NW0679
 NW0679;                    North         East    Units  Estimated Accuracy
 NW0679;SPC OR S     -    77,700.    1,745,990.      MT  (+/- 180 meters Scaled)
 NW0679
 NW0679                          SUPERSEDED SURVEY CONTROL
 NW0679
 NW0679.No superseded survey control is available for this station.
 NW0679
 NW0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG575861(NAD 83)
 NW0679_MARKER: DB = BENCH MARK DISK
 NW0679_SETTING: 66 = SET IN ROCK OUTCROP
 NW0679_SP_SET: BEDROCK
 NW0679_STAMPING: 25 RTV 1979
 NW0679_MARK LOGO: USGS  
 NW0679_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0679_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0679+STABILITY: POSITION/ELEVATION WELL
 NW0679
 NW0679  HISTORY     - Date     Condition        Report By
 NW0679  HISTORY     - 1979     MONUMENTED       USGS
 NW0679
 NW0679                          STATION DESCRIPTION
 NW0679
 NW0679'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 NW0679'FROM THE MCDERMITT, NEVADA POST OFFICE, PROCEED 15.3 MILES NORTH
 NW0679'ALONG U S HIGHWAY 95, THENCE 16.15 MILES EAST TO A ROAD JUNCTION TO
 NW0679'ANDERSON CROSSING, THENCE 4.0 MILES NORTHEAST (PASSING A SMALL
 NW0679'DRAINAGE DITCH ON THE NORTH SIDE OF THE ROAD AND SMALL CANYON ON THE
 NW0679'SOUTH SIDE OF THE ROAD AT MILE 3.25), 71 FEET EAST OF THE ROAD, SET
 NW0679'ON 3.5 FEET OF COPPER-COATED ROD CEMENTED IN BEDROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0382 ***********************************************************************
 NX0382  DESIGNATION -  25 STR
 NX0382  PID         -  NX0382
 NX0382  STATE/COUNTY-  OR/HARNEY
 NX0382  USGS QUAD   -  MICKEY SPRINGS (1981)
 NX0382
 NX0382                         *CURRENT SURVEY CONTROL
 NX0382  ___________________________________________________________________
 NX0382* NAD 83(1986)-  42 42 30.     (N)    118 19 04.     (W)     SCALED    
 NX0382* NAVD 88     -      1206.770  (meters)    3959.21   (feet)  ADJUSTED  
 NX0382  ___________________________________________________________________
 NX0382  GEOID HEIGHT-         -18.82  (meters)                     GEOID03
 NX0382  DYNAMIC HT  -        1206.089 (meters)    3956.98  (feet)  COMP
 NX0382  MODELED GRAV-     980,015.8   (mgal)                       NAVD 88
 NX0382
 NX0382  VERT ORDER  -  SECOND    CLASS 0
 NX0382
 NX0382.The horizontal coordinates were scaled from a topographic map and have
 NX0382.an estimated accuracy of +/- 6 seconds.
 NX0382
 NX0382.The orthometric height was determined by differential leveling
 NX0382.and adjusted in August 1995.
 NX0382
 NX0382.The geoid height was determined by GEOID03.
 NX0382
 NX0382.The dynamic height is computed by dividing the NAVD 88
 NX0382.geopotential number by the normal gravity value computed on the
 NX0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0382.degrees latitude (g = 980.6199 gals.).
 NX0382
 NX0382.The modeled gravity was interpolated from observed gravity values.
 NX0382
 NX0382;                    North         East    Units  Estimated Accuracy
 NX0382;SPC OR S     -   118,040.    1,678,750.      MT  (+/- 180 meters Scaled)
 NX0382
 NX0382                          SUPERSEDED SURVEY CONTROL
 NX0382
 NX0382.No superseded survey control is available for this station.
 NX0382
 NX0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH920292(NAD 83)
 NX0382_MARKER: DB = BENCH MARK DISK
 NX0382_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NX0382+WITH SETTING: INFORMATION.
 NX0382_SP_SET: SHALLOW-SET METAL ROD
 NX0382_STAMPING: 25 STR 1975 3955
 NX0382_MARK LOGO: USGS  
 NX0382_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NX0382
 NX0382  HISTORY     - Date     Condition        Report By
 NX0382  HISTORY     - 1975     MONUMENTED       USGS
 NX0382
 NX0382                          STATION DESCRIPTION
 NX0382
 NX0382'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 NX0382'22.0 KM (13.70 MI) NE FROM ALVORD RANCH.
 NX0382'ALVORD RANCH, 4.7 MI N OF, ALONG MAIN RD, THENCE 0.1 MI S, THENCE 8.9
 NX0382'MI NE ALONG TRACK RD.  2.8 MI NE OF MICKEY HOT SPRINGS, ABOUT 0.2 MI
 NX0382'SE OF MICKEY CABIN, 21 FT NW OF CENTERLINE OF RD.  SET ON
 NX0382'COPPER-COATED ROD OF UNRECORDED DEPTH, PROJECTING 0.3 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0285 ***********************************************************************
 RC0285  DESIGNATION -  2508
 RC0285  PID         -  RC0285
 RC0285  STATE/COUNTY-  OR/GILLIAM
 RC0285  USGS QUAD   -  GWENDOLEN (1970)
 RC0285
 RC0285                         *CURRENT SURVEY CONTROL
 RC0285  ___________________________________________________________________
 RC0285* NAD 83(1986)-  45 20 58.     (N)    120 08 26.     (W)     SCALED    
 RC0285* NAVD 88     -       765.367  (meters)    2511.04   (feet)  ADJUSTED  
 RC0285  ___________________________________________________________________
 RC0285  GEOID HEIGHT-         -20.80  (meters)                     GEOID03
 RC0285  DYNAMIC HT  -         765.240 (meters)    2510.62  (feet)  COMP
 RC0285  MODELED GRAV-     980,424.8   (mgal)                       NAVD 88
 RC0285
 RC0285  VERT ORDER  -  FIRST     CLASS II
 RC0285
 RC0285.The horizontal coordinates were scaled from a topographic map and have
 RC0285.an estimated accuracy of +/- 6 seconds.
 RC0285
 RC0285.The orthometric height was determined by differential leveling
 RC0285.and adjusted in June 1991.
 RC0285
 RC0285.The geoid height was determined by GEOID03.
 RC0285
 RC0285.The dynamic height is computed by dividing the NAVD 88
 RC0285.geopotential number by the normal gravity value computed on the
 RC0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0285.degrees latitude (g = 980.6199 gals.).
 RC0285
 RC0285.The modeled gravity was interpolated from observed gravity values.
 RC0285
 RC0285;                    North         East    Units  Estimated Accuracy
 RC0285;SPC OR N     -   187,060.    2,528,170.      MT  (+/- 180 meters Scaled)
 RC0285
 RC0285                          SUPERSEDED SURVEY CONTROL
 RC0285
 RC0285  NGVD 29 (??/??/92)  764.296  (m)         2507.53   (f) ADJ UNCH    1 2
 RC0285
 RC0285.Superseded values are not recommended for survey control.
 RC0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0285.See file dsdata.txt to determine how the superseded data were derived.
 RC0285
 RC0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGR239257(NAD 83)
 RC0285_MARKER: P = PIPE CAP
 RC0285_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RC0285_SP_SET: FENCE LINE
 RC0285_STAMPING: 2507.636 ORE 1913
 RC0285_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC0285
 RC0285  HISTORY     - Date     Condition        Report By
 RC0285  HISTORY     - 1913     MONUMENTED       USGS
 RC0285  HISTORY     - 1963     GOOD             NGS
 RC0285  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RC0285
 RC0285                          STATION DESCRIPTION
 RC0285
 RC0285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 RC0285'IN GWENDOLEN.
 RC0285'0.05 MILE NORTHEAST OF THE GWENDOLEN RAILROAD SIDING, 190 FEET
 RC0285'SOUTHWEST OF THE SOUTHWEST CORNER OF AN ABANDONED SCHOOLHOUSE, 108
 RC0285'FEET NORTH OF THE CENTER OF A GATE, 102 FEET NORTHEAST AND ACROSS THE
 RC0285'HIGHWAY FROM THE NORTHEAST CORNER OF A WAREHOUSE, 76 FEET NORTH OF
 RC0285'TELEPHONE POLE NO. 1028, 31 FEET EAST OF THE CENTER OF THE HIGHWAY AND
 RC0285'3 FEET EAST OF A METAL WITNESS POST SET IN THE NORTH-SOUTH FENCE LINE.
 RC0285'THE MONUMENT PROJECTS 4 INCHES.
 RC0285
 RC0285                          STATION RECOVERY (1987)
 RC0285
 RC0285'RECOVERY NOTE BY US POWER SQUADRON 1987 (RCC)
 RC0285'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0646 ***********************************************************************
 QB0646  DESIGNATION -  2508
 QB0646  PID         -  QB0646
 QB0646  STATE/COUNTY-  OR/MALHEUR
 QB0646  USGS QUAD   -  JAMIESON (1988)
 QB0646
 QB0646                         *CURRENT SURVEY CONTROL
 QB0646  ___________________________________________________________________
 QB0646* NAD 83(1986)-  44 12 14.     (N)    117 28 31.     (W)     SCALED    
 QB0646* NAVD 88     -       767.745  (meters)    2518.84   (feet)  ADJUSTED  
 QB0646  ___________________________________________________________________
 QB0646  GEOID HEIGHT-         -17.71  (meters)                     GEOID03
 QB0646  DYNAMIC HT  -         767.488 (meters)    2518.00  (feet)  COMP
 QB0646  MODELED GRAV-     980,259.1   (mgal)                       NAVD 88
 QB0646
 QB0646  VERT ORDER  -  FIRST     CLASS II
 QB0646
 QB0646.The horizontal coordinates were scaled from a topographic map and have
 QB0646.an estimated accuracy of +/- 6 seconds.
 QB0646
 QB0646.The orthometric height was determined by differential leveling
 QB0646.and adjusted in June 1991.
 QB0646
 QB0646.The geoid height was determined by GEOID03.
 QB0646
 QB0646.The dynamic height is computed by dividing the NAVD 88
 QB0646.geopotential number by the normal gravity value computed on the
 QB0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0646.degrees latitude (g = 980.6199 gals.).
 QB0646
 QB0646.The modeled gravity was interpolated from observed gravity values.
 QB0646
 QB0646;                    North         East    Units  Estimated Accuracy
 QB0646;SPC OR S     -   286,230.    1,741,730.      MT  (+/- 180 meters Scaled)
 QB0646
 QB0646                          SUPERSEDED SURVEY CONTROL
 QB0646
 QB0646  NGVD 29 (??/??/92)  766.648  (m)         2515.24   (f) ADJ UNCH    1 2
 QB0646
 QB0646.Superseded values are not recommended for survey control.
 QB0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0646.See file dsdata.txt to determine how the superseded data were derived.
 QB0646
 QB0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ620946(NAD 83)
 QB0646_MARKER: P = PIPE CAP
 QB0646_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QB0646_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QB0646_STAMPING: 2508 H 1904
 QB0646_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB0646
 QB0646  HISTORY     - Date     Condition        Report By
 QB0646  HISTORY     - 1904     MONUMENTED       USGS
 QB0646  HISTORY     - 1930     GOOD             NGS
 QB0646  HISTORY     - 1985     MARK NOT FOUND   NGS
 QB0646
 QB0646                          STATION DESCRIPTION
 QB0646
 QB0646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1930
 QB0646'3.8 MI SE FROM BROGAN.
 QB0646'ABOUT 3.8 MILES SOUTHEAST ALONG THE JOHN DAY HIGHWAY (U. S. 28) FROM
 QB0646'BROGAN, MALHEUR COUNTY, ABOUT 311 FEET NORTHWEST OF A PIPE CULVERT AT
 QB0646'A SPRING, AT THE SOUTHEAST END OF A SHALLOW CUT AT THE MOUTH OF A
 QB0646'SMALL GULCH, AND 28 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY.
 QB0646'THE TOP OF AN IRON PIPE ON WHICH WAS FORMERLY RIVETED A UNITED STATED
 QB0646'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 2508 H 1904.  NOTE-- IT WAS
 QB0646'REPORTED THAT THE CAP HAD BEEN KNOCKED LOOSE AND WAS LYING BESIDE THE
 QB0646'PIPE.
 QB0646
 QB0646                          STATION RECOVERY (1985)
 QB0646
 QB0646'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QB0646'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH1011 ***********************************************************************
 OH1011  DESIGNATION -  2512
 OH1011  PID         -  OH1011
 OH1011  STATE/COUNTY-  OR/MALHEUR
 OH1011  USGS QUAD   -  LITTLE VALLEY (1990)
 OH1011
 OH1011                         *CURRENT SURVEY CONTROL
 OH1011  ___________________________________________________________________
 OH1011* NAD 83(1986)-  43 52 48.     (N)    117 35 35.     (W)     SCALED    
 OH1011* NAVD 88     -       766.769  (meters)    2515.64   (feet)  ADJUSTED  
 OH1011  ___________________________________________________________________
 OH1011  GEOID HEIGHT-         -18.05  (meters)                     GEOID03
 OH1011  DYNAMIC HT  -         766.502 (meters)    2514.77  (feet)  COMP
 OH1011  MODELED GRAV-     980,245.8   (mgal)                       NAVD 88
 OH1011
 OH1011  VERT ORDER  -  FIRST     CLASS II
 OH1011
 OH1011.The horizontal coordinates were scaled from a topographic map and have
 OH1011.an estimated accuracy of +/- 6 seconds.
 OH1011
 OH1011.The orthometric height was determined by differential leveling
 OH1011.and adjusted in June 1991.
 OH1011
 OH1011.The geoid height was determined by GEOID03.
 OH1011
 OH1011.The dynamic height is computed by dividing the NAVD 88
 OH1011.geopotential number by the normal gravity value computed on the
 OH1011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH1011.degrees latitude (g = 980.6199 gals.).
 OH1011
 OH1011.The modeled gravity was interpolated from observed gravity values.
 OH1011
 OH1011;                    North         East    Units  Estimated Accuracy
 OH1011;SPC OR S     -   249,930.    1,733,570.      MT  (+/- 180 meters Scaled)
 OH1011
 OH1011                          SUPERSEDED SURVEY CONTROL
 OH1011
 OH1011  NGVD 29 (??/??/92)  765.737  (m)         2512.26   (f) ADJ UNCH    1 2
 OH1011
 OH1011.Superseded values are not recommended for survey control.
 OH1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1011.See file dsdata.txt to determine how the superseded data were derived.
 OH1011
 OH1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ523587(NAD 83)
 OH1011_MARKER: P = PIPE CAP
 OH1011_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OH1011_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OH1011_STAMPING: 2512 H 1903
 OH1011_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH1011
 OH1011  HISTORY     - Date     Condition        Report By
 OH1011  HISTORY     - 1903     MONUMENTED       USGS
 OH1011  HISTORY     - 1944     GOOD             NGS
 OH1011
 OH1011                          STATION DESCRIPTION
 OH1011
 OH1011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 OH1011'1.8 MI NE FROM HARPER.
 OH1011'TO REACH FROM THE RAILWAY STATION AT HARPER GO EAST 1.5 MILES TO
 OH1011'RAILWAY CULVERT NO. 40.56, BENCH MARK BM 1 (UPRR) AND THE CROSSING OF
 OH1011'A FARM ROAD LEADING SOUTH.  (THIS FARM ROAD EVIDENTALLY FOLLOWS THE
 OH1011'ROUTE OF THE OLD STAGE ROAD LEADING TO THE LOWER HARPER RANCH WHICH IS
 OH1011'LOCATED ON THE OPPOSITE SIDE OF THE RIVER FROM THIS POINT.)  FROM THIS
 OH1011'POINT ON THE RAILROAD TURN NORTH NORTHWEST TOWARDS A POINT SLIGHTLY TO
 OH1011'THE NORTH OF THE LOWEST GAP IN THE NEAREST RANGE OF HILLS AND FOLLOW
 OH1011'ALONG AN OPEN GRASSY LOW SPOT THROUGH THE SAGE LAND 0.3 MILE TO THE
 OH1011'MARK.  (THIS OPEN ROUTE THROUGH THE SAGE LAND IS PROBABLY THE ROUTE OF
 OH1011'THE OLD STAGE ROAD.  ABOUT 300 FEET SOUTH OF THE MARK THIS OPEN ROUTE
 OH1011'ENDS.  IT IS PROBABLE THAT AT THIS POINT THE OLD ROAD TURNED NORTH AND
 OH1011'PASSED IN THE VICINITY OF THE MARK.)  ALTERNATE ROUTE TO MARK. FROM
 OH1011'THE RAILWAY STATION AT HARPER GO EAST ALONG THE RAILROAD 1.3 MILES TO
 OH1011'RAILWAY WOODEN BRIDGE NO. 40.76, THENCE, TURN NORTH ALONG FENCE LINE
 OH1011'AND DRAINAGE DITCH 400 YARDS TO POINT WHERE DRAINAGE DITCH MAKES TURN
 OH1011'AWAY FROM FENCE LINE, THENCE, CONTINUE NORTH ALONG THE FENCE LINE 175
 OH1011'YARDS TO A POINT 260 YARDS SOUTH OF THE JUNCTION OF FENCE LINES AND
 OH1011'THE FOOT OF A HILL ON EACH SIDE OF WHICH A SPRING BRANCH FLOWS,
 OH1011'THENCE, TURN EAST 80.0 FEET TO THE MARK. MARK IS LOCATED IN FLAT SAGE
 OH1011'PASTURE LAND, ABOUT 1000 FEET SOUTH OF THE FORMER LOCATION OF THE
 OH1011'DUNCAN PLACE (NOW DESTROYED), ABOUT 0.25 MILE SOUTHWEST OF THE POINT
 OH1011'WHERE IRRIGATION CANAL MAKES TURN TO THE NORTHEAST. MARK IS A CAP ON
 OH1011'TOP OF 3.5 INCH PIPE PROJECTING 15.0 INCHES ABOVE THE GROUND. NOTE--
 OH1011'CAP WAS FOUND BATTERED IN AT CENTER. NOTE--ROD WAS HELD ON HIGHEST
 OH1011'POINT ON EDGE OF CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1477 ***********************************************************************
 RC1477  DESIGNATION -  2514
 RC1477  PID         -  RC1477
 RC1477  STATE/COUNTY-  OR/CLACKAMAS
 RC1477  USGS QUAD   -  TIMOTHY LAKE (1997)
 RC1477
 RC1477                         *CURRENT SURVEY CONTROL
 RC1477  ___________________________________________________________________
 RC1477* NAD 83(1986)-  45 05 00.     (N)    121 51 54.     (W)     SCALED    
 RC1477* NAVD 88     -       767.442  (meters)    2517.85   (feet)  ADJUSTED  
 RC1477  ___________________________________________________________________
 RC1477  GEOID HEIGHT-         -21.24  (meters)                     GEOID03
 RC1477  DYNAMIC HT  -         767.264 (meters)    2517.27  (feet)  COMP
 RC1477  MODELED GRAV-     980,359.0   (mgal)                       NAVD 88
 RC1477
 RC1477  VERT ORDER  -  SECOND    CLASS 0
 RC1477
 RC1477.The horizontal coordinates were scaled from a topographic map and have
 RC1477.an estimated accuracy of +/- 6 seconds.
 RC1477
 RC1477.The orthometric height was determined by differential leveling
 RC1477.and adjusted in June 1991.
 RC1477
 RC1477.The geoid height was determined by GEOID03.
 RC1477
 RC1477.The dynamic height is computed by dividing the NAVD 88
 RC1477.geopotential number by the normal gravity value computed on the
 RC1477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1477.degrees latitude (g = 980.6199 gals.).
 RC1477
 RC1477.The modeled gravity was interpolated from observed gravity values.
 RC1477
 RC1477;                    North         East    Units  Estimated Accuracy
 RC1477;SPC OR N     -   158,330.    2,392,550.      MT  (+/- 180 meters Scaled)
 RC1477
 RC1477                          SUPERSEDED SURVEY CONTROL
 RC1477
 RC1477  NGVD 29 (??/??/92)  766.336  (m)         2514.22   (f) ADJ UNCH    2 0
 RC1477
 RC1477.Superseded values are not recommended for survey control.
 RC1477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1477.See file dsdata.txt to determine how the superseded data were derived.
 RC1477
 RC1477_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ893928(NAD 83)
 RC1477_MARKER: DD = SURVEY DISK
 RC1477_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RC1477_SP_SET: CEDARTREE
 RC1477_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC1477
 RC1477  HISTORY     - Date     Condition        Report By
 RC1477  HISTORY     - UNK      MONUMENTED       USGS
 RC1477  HISTORY     - 1946     MARK NOT FOUND   NGS
 RC1477
 RC1477                          STATION DESCRIPTION
 RC1477
 RC1477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RC1477'8.1 MI W FROM CLACKAMAS RANGER STA.
 RC1477'ABOUT 8.1 MILES WEST ALONG THE OAK GROVE FOREST SERVICE TRAIL FROM THE
 RC1477'CLACKAMAS RANGER STATION, AT AN OLD CAMPSITE, 45 FEET SOUTHWEST OF
 RC1477'U.S.G.S. BENCH MARK NO. 2516, 36 FEET SOUTH OF THE CENTER LINE OF THE
 RC1477'TRAIL, COPPER NAIL AND WASHER SET IN THE BASE OF A 24-INCH CEDAR TREE,
 RC1477'ABOUT 0.5 FOOT ABOVE THE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1476 ***********************************************************************
 RC1476  DESIGNATION -  2516
 RC1476  PID         -  RC1476
 RC1476  STATE/COUNTY-  OR/CLACKAMAS
 RC1476  USGS QUAD   -  TIMOTHY LAKE (1997)
 RC1476
 RC1476                         *CURRENT SURVEY CONTROL
 RC1476  ___________________________________________________________________
 RC1476* NAD 83(1986)-  45 05 00.     (N)    121 51 47.     (W)     SCALED    
 RC1476* NAVD 88     -       768.126  (meters)    2520.09   (feet)  ADJUSTED  
 RC1476  ___________________________________________________________________
 RC1476  GEOID HEIGHT-         -21.23  (meters)                     GEOID03
 RC1476  DYNAMIC HT  -         767.947 (meters)    2519.51  (feet)  COMP
 RC1476  MODELED GRAV-     980,359.7   (mgal)                       NAVD 88
 RC1476
 RC1476  VERT ORDER  -  SECOND    CLASS 0
 RC1476
 RC1476.The horizontal coordinates were scaled from a topographic map and have
 RC1476.an estimated accuracy of +/- 6 seconds.
 RC1476
 RC1476.The orthometric height was determined by differential leveling
 RC1476.and adjusted in June 1991.
 RC1476
 RC1476.The geoid height was determined by GEOID03.
 RC1476
 RC1476.The dynamic height is computed by dividing the NAVD 88
 RC1476.geopotential number by the normal gravity value computed on the
 RC1476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1476.degrees latitude (g = 980.6199 gals.).
 RC1476
 RC1476.The modeled gravity was interpolated from observed gravity values.
 RC1476
 RC1476;                    North         East    Units  Estimated Accuracy
 RC1476;SPC OR N     -   158,330.    2,392,700.      MT  (+/- 180 meters Scaled)
 RC1476
 RC1476                          SUPERSEDED SURVEY CONTROL
 RC1476
 RC1476  NGVD 29 (??/??/92)  767.020  (m)         2516.46   (f) ADJ UNCH    2 0
 RC1476
 RC1476.Superseded values are not recommended for survey control.
 RC1476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1476.See file dsdata.txt to determine how the superseded data were derived.
 RC1476
 RC1476_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ894928(NAD 83)
 RC1476_MARKER: DD = SURVEY DISK
 RC1476_SETTING: 80 = SET IN A BOULDER
 RC1476_SP_SET: BOULDER
 RC1476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1476+STABILITY: SURFACE MOTION
 RC1476
 RC1476  HISTORY     - Date     Condition        Report By
 RC1476  HISTORY     - UNK      MONUMENTED       USGS
 RC1476  HISTORY     - 1946     GOOD             NGS
 RC1476
 RC1476                          STATION DESCRIPTION
 RC1476
 RC1476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RC1476'8.1 MI W FROM CLACKAMAS RANGER STA.
 RC1476'ABOUT 8.1 MILES WEST ALONG THE OAK GROVE FOREST SERVICE TRAIL FROM THE
 RC1476'CLACKAMAS RANGER STATION, AT AN OLD CAMPSITE, ON THE NORTH BANK OF THE
 RC1476'OAK GROVE FORK OF THE CLACKAMAS RIVER, 36 FEET SOUTH OF THE CENTER
 RC1476'LINE OF THE TRAIL, 34 FEET NORTH OF THE NORTH EDGE OF THE RIVER AT LOW
 RC1476'WATER LEVEL, SET IN TOP OF A SMALL BOULDER WHICH PROJECTS 1.5 FEET
 RC1476'ABOVE THE IMMEDIATE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH0796 ***********************************************************************
 OH0796  DESIGNATION -  2518
 OH0796  PID         -  OH0796
 OH0796  STATE/COUNTY-  OR/MALHEUR
 OH0796  USGS QUAD   -  ADRIAN (1967)
 OH0796
 OH0796                         *CURRENT SURVEY CONTROL
 OH0796  ___________________________________________________________________
 OH0796* NAD 83(1986)-  43 37 47.     (N)    117 03 50.     (W)     SCALED    
 OH0796* NAVD 88     -       768.564  (meters)    2521.53   (feet)  ADJUSTED  
 OH0796  ___________________________________________________________________
 OH0796  GEOID HEIGHT-         -17.84  (meters)                     GEOID03
 OH0796  DYNAMIC HT  -         768.294 (meters)    2520.64  (feet)  COMP
 OH0796  MODELED GRAV-     980,243.1   (mgal)                       NAVD 88
 OH0796
 OH0796  VERT ORDER  -  SECOND    CLASS 0
 OH0796
 OH0796.The horizontal coordinates were scaled from a topographic map and have
 OH0796.an estimated accuracy of +/- 6 seconds.
 OH0796
 OH0796.The orthometric height was determined by differential leveling
 OH0796.and adjusted in June 1991.
 OH0796
 OH0796.The geoid height was determined by GEOID03.
 OH0796
 OH0796.The dynamic height is computed by dividing the NAVD 88
 OH0796.geopotential number by the normal gravity value computed on the
 OH0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0796.degrees latitude (g = 980.6199 gals.).
 OH0796
 OH0796.The modeled gravity was interpolated from observed gravity values.
 OH0796
 OH0796;                    North         East    Units  Estimated Accuracy
 OH0796;SPC OR S     -   223,750.    1,777,210.      MT  (+/- 180 meters Scaled)
 OH0796
 OH0796                          SUPERSEDED SURVEY CONTROL
 OH0796
 OH0796  NGVD 29 (??/??/92)  767.624  (m)         2518.45   (f) ADJ UNCH    2 0
 OH0796
 OH0796.Superseded values are not recommended for survey control.
 OH0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0796.See file dsdata.txt to determine how the superseded data were derived.
 OH0796
 OH0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ948307(NAD 83)
 OH0796_MARKER: Z = SEE DESCRIPTION
 OH0796_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OH0796_SP_SET: IRON ROD
 OH0796_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH0796
 OH0796  HISTORY     - Date     Condition        Report By
 OH0796  HISTORY     - UNK      MONUMENTED       IDDT
 OH0796  HISTORY     - 1966     MARK NOT FOUND   NGS
 OH0796
 OH0796                          STATION DESCRIPTION
 OH0796
 OH0796'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 OH0796'8.5 MI S FROM ADRIAN.
 OH0796'8.5 MILES SOUTH ALONG A ROAD FROM THE SOUTH EDGE OF ADRIAN, MALHEUR
 OH0796'COUNTY, ON THE OLD IDAHO-OREGON-NEVADA HIGHWAY (STATE HIGHWAY 201),
 OH0796'AND ABOUT 1/4 MILE SOUTH OF THE ROAD FORK WHERE ROADS LEAD TO BOISE,
 OH0796'NYSSA AND TO JORDAN VALLEY.  AN IRON ROD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0674 ***********************************************************************
 QD0674  DESIGNATION -  2530
 QD0674  PID         -  QD0674
 QD0674  STATE/COUNTY-  OR/JEFFERSON
 QD0674  USGS QUAD   -  CULVER (1992)
 QD0674
 QD0674                         *CURRENT SURVEY CONTROL
 QD0674  ___________________________________________________________________
 QD0674* NAD 83(1986)-  44 35 09.     (N)    121 10 42.     (W)     SCALED    
 QD0674* NAVD 88     -       772.294  (meters)    2533.77   (feet)  ADJUSTED  
 QD0674  ___________________________________________________________________
 QD0674  GEOID HEIGHT-         -21.32  (meters)                     GEOID03
 QD0674  DYNAMIC HT  -         772.087 (meters)    2533.09  (feet)  COMP
 QD0674  MODELED GRAV-     980,324.6   (mgal)                       NAVD 88
 QD0674
 QD0674  VERT ORDER  -  SECOND    CLASS 0
 QD0674
 QD0674.The horizontal coordinates were scaled from a topographic map and have
 QD0674.an estimated accuracy of +/- 6 seconds.
 QD0674
 QD0674.The orthometric height was determined by differential leveling
 QD0674.and adjusted in June 1991.
 QD0674
 QD0674.The geoid height was determined by GEOID03.
 QD0674
 QD0674.The dynamic height is computed by dividing the NAVD 88
 QD0674.geopotential number by the normal gravity value computed on the
 QD0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0674.degrees latitude (g = 980.6199 gals.).
 QD0674
 QD0674.The modeled gravity was interpolated from observed gravity values.
 QD0674
 QD0674;                    North         East    Units  Estimated Accuracy
 QD0674;SPC OR N     -   102,370.    2,446,140.      MT  (+/- 180 meters Scaled)
 QD0674
 QD0674                          SUPERSEDED SURVEY CONTROL
 QD0674
 QD0674  NGVD 29 (??/??/92)  771.20   (m)         2530.2    (f) COMPUTED    2 0
 QD0674
 QD0674.Superseded values are not recommended for survey control.
 QD0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0674.See file dsdata.txt to determine how the superseded data were derived.
 QD0674
 QD0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ446385(NAD 83)
 QD0674_MARKER: DD = SURVEY DISK
 QD0674_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QD0674_SP_SET: CURB
 QD0674_STAMPING: 2530-D-1927
 QD0674_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0674
 QD0674  HISTORY     - Date     Condition        Report By
 QD0674  HISTORY     - 1927     MONUMENTED       ORDT
 QD0674  HISTORY     - 1934     GOOD             NGS
 QD0674  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 QD0674
 QD0674                          STATION DESCRIPTION
 QD0674
 QD0674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QD0674'IN METOLIUS.
 QD0674'ALONG THE DALLES-CALIFORNIA HIGHWAY, 300 FEET SOUTH OF MILE POST 100,
 QD0674'AT THE NORTHEAST CORNER OF THE METOLIUS HOTEL, IN THE CONCRETE CURB.
 QD0674
 QD0674                          STATION RECOVERY (1985)
 QD0674
 QD0674'RECOVERY NOTE BY US POWER SQUADRON 1985
 QD0674'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0902 ***********************************************************************
 RA0902  DESIGNATION -  2535
 RA0902  PID         -  RA0902
 RA0902  STATE/COUNTY-  OR/WALLOWA
 RA0902  USGS QUAD   -  MINAM (1984)
 RA0902
 RA0902                         *CURRENT SURVEY CONTROL
 RA0902  ___________________________________________________________________
 RA0902* NAD 83(1986)-  45 37 28.     (N)    117 43 21.     (W)     SCALED    
 RA0902* NAVD 88     -       775.48   (+/-2cm)    2544.2    (feet)  VERTCON   
 RA0902  ___________________________________________________________________
 RA0902  GEOID HEIGHT-         -17.58  (meters)                     GEOID03
 RA0902  VERT ORDER  -  THIRD (See Below)
 RA0902
 RA0902.The horizontal coordinates were scaled from a topographic map and have
 RA0902.an estimated accuracy of +/- 6 seconds.
 RA0902
 RA0902.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA0902.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA0902.The vertical order pertains to the NGVD 29 superseded value.
 RA0902
 RA0902.The geoid height was determined by GEOID03.
 RA0902
 RA0902;                    North         East    Units  Estimated Accuracy
 RA0902;SPC OR N     -   221,280.    2,716,550.      MT  (+/- 180 meters Scaled)
 RA0902
 RA0902                          SUPERSEDED SURVEY CONTROL
 RA0902
 RA0902  NGVD 29 (??/??/??)  774.38   (m)         2540.6    (f) RESET       3  
 RA0902
 RA0902.Superseded values are not recommended for survey control.
 RA0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0902.See file dsdata.txt to determine how the superseded data were derived.
 RA0902
 RA0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML436525(NAD 83)
 RA0902_MARKER: DD = SURVEY DISK
 RA0902_SETTING: 80 = SET IN A BOULDER
 RA0902_SP_SET: BOULDER
 RA0902_STAMPING: 2535 A
 RA0902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0902+STABILITY: SURFACE MOTION
 RA0902
 RA0902  HISTORY     - Date     Condition        Report By
 RA0902  HISTORY     - UNK      MONUMENTED       USGS
 RA0902  HISTORY     - 1940     GOOD             ORDT
 RA0902
 RA0902                          STATION DESCRIPTION
 RA0902
 RA0902'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1940
 RA0902'IN MINAM.
 RA0902'ABOUT 800 FEET NORTH OF WALLOWA LAKE HIGHWAY MEASURED FROM POINT ABOUT
 RA0902'200 FEET WEST OF MINAM RIVER BRIDGE, 100 FEET SOUTH OF OLD BARN, 60
 RA0902'FEET WEST OF RIVER BANK, IN SMALL FLAT, IN GRANITE BOULDER CLOSE TO
 RA0902'GROUNDLINE.  CENTRAL PART ONLY OF DISK ORIGINALLY STAMPED 2535 A.
 RA0902'NOTE-- MINAM RIVER BRIDGE, SHOULD READ WALLOWA RIVER BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0905 ***********************************************************************
 RA0905  DESIGNATION -  2538
 RA0905  PID         -  RA0905
 RA0905  STATE/COUNTY-  OR/WALLOWA
 RA0905  USGS QUAD   -  MINAM (1984)
 RA0905
 RA0905                         *CURRENT SURVEY CONTROL
 RA0905  ___________________________________________________________________
 RA0905* NAD 83(1986)-  45 37 19.     (N)    117 43 18.     (W)     SCALED    
 RA0905* NAVD 88     -       774.360  (meters)    2540.55   (feet)  ADJUSTED  
 RA0905  ___________________________________________________________________
 RA0905  GEOID HEIGHT-         -17.57  (meters)                     GEOID03
 RA0905  DYNAMIC HT  -         774.214 (meters)    2540.07  (feet)  COMP
 RA0905  MODELED GRAV-     980,402.6   (mgal)                       NAVD 88
 RA0905
 RA0905  VERT ORDER  -  SECOND    CLASS 0
 RA0905
 RA0905.The horizontal coordinates were scaled from a topographic map and have
 RA0905.an estimated accuracy of +/- 6 seconds.
 RA0905
 RA0905.The orthometric height was determined by differential leveling
 RA0905.and adjusted in June 1991.
 RA0905
 RA0905.The geoid height was determined by GEOID03.
 RA0905
 RA0905.The dynamic height is computed by dividing the NAVD 88
 RA0905.geopotential number by the normal gravity value computed on the
 RA0905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0905.degrees latitude (g = 980.6199 gals.).
 RA0905
 RA0905.The modeled gravity was interpolated from observed gravity values.
 RA0905
 RA0905;                    North         East    Units  Estimated Accuracy
 RA0905;SPC OR N     -   221,000.    2,716,620.      MT  (+/- 180 meters Scaled)
 RA0905
 RA0905                          SUPERSEDED SURVEY CONTROL
 RA0905
 RA0905  NGVD 29 (??/??/92)  773.269  (m)         2536.97   (f) ADJ UNCH    2 0
 RA0905
 RA0905.Superseded values are not recommended for survey control.
 RA0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0905.See file dsdata.txt to determine how the superseded data were derived.
 RA0905
 RA0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML437522(NAD 83)
 RA0905_MARKER: N = NAIL
 RA0905_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RA0905_SP_SET: CULVERT
 RA0905_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RA0905
 RA0905  HISTORY     - Date     Condition        Report By
 RA0905  HISTORY     - UNK      MONUMENTED       ORDT
 RA0905  HISTORY     - 1934     GOOD             NGS
 RA0905
 RA0905                          STATION DESCRIPTION
 RA0905
 RA0905'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RA0905'IN MINAM.
 RA0905'AT MINAM, WALLOWA COUNTY, ON STATE HIGHWAY 82, AT THE BRIDGE 35.04
 RA0905'OVER WALLOWA RIVER, AT THE WEST ABUTMENT, AND IN THE TOP OF THE
 RA0905'SOUTHEAST WING WALL.  AN OREGON STATE HIGHWAY DEPARTMENT STANDARD
 RA0905'COPPER NAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0623 ***********************************************************************
 QE0623  DESIGNATION -  255
 QE0623  PID         -  QE0623
 QE0623  STATE/COUNTY-  OR/BENTON
 QE0623  USGS QUAD   -  CORVALLIS (1986)
 QE0623
 QE0623                         *CURRENT SURVEY CONTROL
 QE0623  ___________________________________________________________________
 QE0623* NAD 83(1986)-  44 32 43.     (N)    123 18 40.     (W)     SCALED    
 QE0623* NAVD 88     -        79.029  (meters)     259.28   (feet)  ADJUSTED  
 QE0623  ___________________________________________________________________
 QE0623  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 QE0623  DYNAMIC HT  -          79.024 (meters)     259.26  (feet)  COMP
 QE0623  MODELED GRAV-     980,554.5   (mgal)                       NAVD 88
 QE0623
 QE0623  VERT ORDER  -  FIRST     CLASS II
 QE0623
 QE0623.The horizontal coordinates were scaled from a topographic map and have
 QE0623.an estimated accuracy of +/- 6 seconds.
 QE0623
 QE0623.The orthometric height was determined by differential leveling
 QE0623.and adjusted in June 1991.
 QE0623.WARNING-Repeat measurements at this control monument indicate possible
 QE0623.vertical movement.
 QE0623
 QE0623.The geoid height was determined by GEOID03.
 QE0623
 QE0623.The dynamic height is computed by dividing the NAVD 88
 QE0623.geopotential number by the normal gravity value computed on the
 QE0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0623.degrees latitude (g = 980.6199 gals.).
 QE0623
 QE0623.The modeled gravity was interpolated from observed gravity values.
 QE0623
 QE0623;                    North         East    Units  Estimated Accuracy
 QE0623;SPC OR N     -   101,520.    2,276,660.      MT  (+/- 180 meters Scaled)
 QE0623
 QE0623                          SUPERSEDED SURVEY CONTROL
 QE0623
 QE0623  NGVD 29 (??/??/92)   78.022  (m)          255.98   (f) ADJ UNCH    1 2
 QE0623
 QE0623.Superseded values are not recommended for survey control.
 QE0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0623.See file dsdata.txt to determine how the superseded data were derived.
 QE0623
 QE0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ752324(NAD 83)
 QE0623_MARKER: DB = BENCH MARK DISK
 QE0623_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QE0623_SP_SET: SHALLOW-SET PIPE
 QE0623_STAMPING: 255
 QE0623_MARK LOGO: USGS  
 QE0623_PROJECTION: PROJECTING 10 CENTIMETERS
 QE0623_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0623_ROD/PIPE-DEPTH: 1.2  meters
 QE0623
 QE0623  HISTORY     - Date     Condition        Report By
 QE0623  HISTORY     - UNK      MONUMENTED       USGS
 QE0623  HISTORY     - 1961     GOOD             NGS
 QE0623  HISTORY     - 1987     GOOD             NGS
 QE0623
 QE0623                          STATION DESCRIPTION
 QE0623
 QE0623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 QE0623'1.5 MI SW FROM CORVALLIS.
 QE0623'REACHED FROM THE INTERCHANGE AT THE NEW AND OLD HIGHWAY OF U.S.
 QE0623'HIGHWAY 20, THIS IS IN THE SOUTHWEST PART OF CORVALLIS, GO WEST ON
 QE0623'U.S. HIGHWAY 20 FOR 0.8 MILE TO SOUTH 43RD AVENUE, TURN LEFT, GO SOUTH
 QE0623'FOR 0.4 MILE TO COUNTRY CLUB WAY.  THE BENCH MARK IS 67 FEET SOUTHEAST
 QE0623'OF THE CENTER OF SOUTH 43RD AVENUE AND COUNTRY CLUB WAY, 96 FEET NORTH
 QE0623'OF POWER POLE 17/2.  A STANDARD U.S. GEOLOGICAL SURVEY DISK RIVETED TO
 QE0623'THE TOP OF A 3-1/2 INCH IRON PIPE, THAT IS PROJECTING ABOUT 5 INCHES.
 QE0623
 QE0623                          STATION RECOVERY (1987)
 QE0623
 QE0623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE0623'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  5.0 KM
 QE0623'(3.10 MI) WESTERLY ALONG U.S. HIGHWAY 20 FROM ITS JUNCTION WITH STATE
 QE0623'HIGHWAY 34 IN CORVALLIS, THENCE 0.5 KM (0.30 MI) SOUTH ALONG
 QE0623'SOUTHWEST 53RD STREET, 29.8 M (97.8 FT) NORTH OF UTILITY POLE NUMBER
 QE0623'090760, 15.6 M (51.2 FT) EAST OF THE CENTERLINE OF THE STREET, AND
 QE0623'12.2 M (40.0 FT) SOUTH OF THE CENTERLINE OF COUNTRY CLUB DRIVE.
 QE0623'NOTE--THE ORIGINAL DESCRIPTION HAS THE STAMPING AS 225, BUT IS AS
 QE0623'ABOVE.
 QE0623'THE MARK IS 0.2 METERS  W FROM  A WITNESS POST
 QE0623'THE MARK IS ABOVE LEVEL WITH THE STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0631 ***********************************************************************
 QB0631  DESIGNATION -  2573
 QB0631  PID         -  QB0631
 QB0631  STATE/COUNTY-  OR/BAKER
 QB0631  USGS QUAD   -  HALFWAY (1987)
 QB0631
 QB0631                         *CURRENT SURVEY CONTROL
 QB0631  ___________________________________________________________________
 QB0631* NAD 83(1991)-  44 53 06.82746(N)    117 01 07.74531(W)     ADJUSTED  
 QB0631* NAVD 88     -       781.947  (meters)    2565.44   (feet)  ADJUSTED  
 QB0631  ___________________________________________________________________
 QB0631  LAPLACE CORR-           2.21  (seconds)                    DEFLEC99
 QB0631  GEOID HEIGHT-         -16.34  (meters)                     GEOID03
 QB0631  DYNAMIC HT  -         781.744 (meters)    2564.77  (feet)  COMP
 QB0631  MODELED GRAV-     980,332.4   (mgal)                       NAVD 88
 QB0631
 QB0631  HORZ ORDER  -  SECOND
 QB0631  VERT ORDER  -  SECOND    CLASS 0
 QB0631
 QB0631.The horizontal coordinates were established by classical geodetic methods
 QB0631.and adjusted by the National Geodetic Survey in October 1991.
 QB0631
 QB0631.The orthometric height was determined by differential leveling
 QB0631.and adjusted in June 1991.
 QB0631
 QB0631.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB0631
 QB0631.The geoid height was determined by GEOID03.
 QB0631
 QB0631.The dynamic height is computed by dividing the NAVD 88
 QB0631.geopotential number by the normal gravity value computed on the
 QB0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0631.degrees latitude (g = 980.6199 gals.).
 QB0631
 QB0631.The modeled gravity was interpolated from observed gravity values.
 QB0631
 QB0631;                    North         East     Units Scale Factor Converg.
 QB0631;SPC OR N     -   141,332.216 2,774,916.854   MT  0.99990676   +2 28 07.7
 QB0631;SPC OR N     -   463,688.37  9,104,057.92   iFT  0.99990676   +2 28 07.7
 QB0631;UTM  11      - 4,970,201.192   498,513.885   MT  0.99960003   -0 00 47.8
 QB0631
 QB0631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QB0631!SPC OR N     -   0.99987998  x   0.99990676  =   0.99978675
 QB0631!UTM  11      -   0.99987998  x   0.99960003  =   0.99948005
 QB0631
 QB0631|---------------------------------------------------------------------|
 QB0631| PID    Reference Object                     Distance      Geod. Az  |
 QB0631|                                                           dddmmss.s |
 QB0631| CD6923 2573 RM 1                             6.647 METERS 13914     |
 QB0631| CD6922 2573 AZ MK                                         2130553.1 |
 QB0631| CD6924 2573 RM 2                             5.298 METERS 21351     |
 QB0631|---------------------------------------------------------------------|
 QB0631
 QB0631                          SUPERSEDED SURVEY CONTROL
 QB0631
 QB0631  NAD 83(1986)-  44 53 06.82765(N)    117 01 07.74553(W) AD(       ) 2
 QB0631  NAD 27      -  44 53 07.25101(N)    117 01 04.14531(W) AD(       ) 2
 QB0631  NGVD 29 (??/??/92)  780.909  (m)         2562.03   (f) ADJ UNCH    2 0
 QB0631
 QB0631.Superseded values are not recommended for survey control.
 QB0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0631.See file dsdata.txt to determine how the superseded data were derived.
 QB0631
 QB0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK9851470201(NAD 83)
 QB0631_MARKER: DS = TRIANGULATION STATION DISK
 QB0631_SETTING: 66 = SET IN ROCK OUTCROP
 QB0631_SP_SET: ROCK OUTCROP
 QB0631_STAMPING: 2573
 QB0631_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QB0631+STABILITY: POSITION/ELEVATION WELL
 QB0631
 QB0631  HISTORY     - Date     Condition        Report By
 QB0631  HISTORY     - 1945     MONUMENTED       CGS
 QB0631  HISTORY     - 1945     GOOD             NGS
 QB0631
 QB0631                          STATION DESCRIPTION
 QB0631
 QB0631'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JTJ)
 QB0631'THE STATION IS LOCATED ON THE E EDGE OF THE SUMMIT OF A LOW
 QB0631'RIDGE, ABOUT 4-1/2 MILES E OF HALFWAY, 260 YARDS NE OF THE
 QB0631'Y-INTERSECTION OF THE DRY CREEK ROAD AND THE HOMESTEAD ROAD,
 QB0631'0.2 MILE SW OF A SMALL RANCH HOUSE, AND 5 FEET NNE OF A SMALL
 QB0631'ROCK CAIRN WITH A 4- BY 4-INCH WHITE WITNESS POST IN THE
 QB0631'CENTER.
 QB0631'
 QB0631'THE STATION IS MARKED BY A BRONZE U.S. GEOLOGICAL SURVEY
 QB0631'BENCH MARK SET IN THE TOP OF A SMALL BOULDER PROJECTING 1
 QB0631'FOOT ABOVE THE SURFACE OF THE GROUND.  THE DISK IS STAMPED
 QB0631'2573 1912 ORE.
 QB0631'
 QB0631'REFERENCE MARK 1 IS SET ON THE E SLOPE OF THE KNOLL IN A
 QB0631'LARGE BOULDER THAT PROJECTS ABOUT 2 FEET ABOVE THE GROUND.
 QB0631'IT IS 23.5 FEET E OF THE ROCK CAIRN AND ABOUT 1 FOOT LOWER
 QB0631'THAN THE STATION.  THE MARK IS A BRONZE REFERENCE DISK STAMPED
 QB0631'USGS B.M. 2573 NO 1 1945.
 QB0631'
 QB0631'REFERENCE MARK 2 IS SET ON THE S SLOPE OF THE KNOLL IN A BOULDER
 QB0631'THAT IS FLUSH WITH THE GROUND.  IT IS 13 FEET S OF THE ROCK
 QB0631'CAIRN AND ABOUT 1/2 FOOT LOWER THAN THE STATION.  THE MARK
 QB0631'IS A BRONZE REFERENCE DISK STAMPED USGS B.M. 2573 NO 2 1945.
 QB0631'
 QB0631'THE AZIMUTH MARK IS ABOUT 0.2 MILE SSW OF THE STATION, 20 FEET
 QB0631'NE OF THE Y-INTERSECTION, 12 FEET E OF THE LUDIKER MAIL
 QB0631'BOX, AND 5 FEET NE OF A SIGNPOST READING HOMESTEAD 18.  IT IS
 QB0631'MARKED BY A BRONZE AZIMUTH DISK WELDED TO THE TOP OF A 3-INCH
 QB0631'IRON PIPE THAT PROJECTS 6 INCHES ABOVE THE GROUND.  THE MARK
 QB0631'IS STAMPED USGS B.M. 2573 1945.
 QB0631'
 QB0631'THE STATION IS REACHED FROM THE HALFWAY POST OFFICE BY GOING
 QB0631'S FOR 1 BLOCK.  TURN E ONTO THE HOMESTEAD ROAD AND GO 5.0
 QB0631'MILES TO THE DRY CREEK JUNCTION.  THE STATION IS ON TOP OF A
 QB0631'LOW RIDGE ABOUT 260 YARDS NE OF THE JUNCTION.  CONTINUE ON
 QB0631'THE HOMESTEAD ROAD FOR 0.1 MILE TO A FARMHOUSE ON THE W SIDE
 QB0631'OF THE ROAD.  DRIVE THROUGH FARMYARD AND THEN S UP RIDGE TO
 QB0631'THE SUMMIT AND THE STATION.
 QB0631
 QB0631                          STATION RECOVERY (1945)
 QB0631
 QB0631'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 QB0631'5.3 MI E FROM HALFWAY.
 QB0631'5.3 MILES EAST OF THE POST OFFICE BY ROAD.  ALONG THE PINE CREEK ROAD.
 QB0631'ON TOP OF A PROMINENT KNOLL ABOUT 400 YARDS NORTHEAST OF A TRIANGULAR
 QB0631'SHAPED ROAD INTERSECTION.  ABOUT 300 YARDS NORTH OF THE PINE CREEK
 QB0631'ROAD.  SET IN THE TOP OF A ROCK OUTCROP.  NOTE-- BENCH MARK IS
 QB0631'SLANTING AND HIGH POINT WAS HELD ON THE WEST EDGE OF THE DISK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0604 ***********************************************************************
 RA0604  DESIGNATION -  2573
 RA0604  PID         -  RA0604
 RA0604  STATE/COUNTY-  OR/WALLOWA
 RA0604  USGS QUAD   -  TROY (1995)
 RA0604
 RA0604                         *CURRENT SURVEY CONTROL
 RA0604  ___________________________________________________________________
 RA0604* NAD 83(1986)-  45 56 06.     (N)    117 26 00.     (W)     SCALED    
 RA0604* NAVD 88     -       784.964  (meters)    2575.34   (feet)  ADJUSTED  
 RA0604  ___________________________________________________________________
 RA0604  GEOID HEIGHT-         -17.60  (meters)                     GEOID03
 RA0604  DYNAMIC HT  -         784.870 (meters)    2575.03  (feet)  COMP
 RA0604  MODELED GRAV-     980,469.3   (mgal)                       NAVD 88
 RA0604
 RA0604  VERT ORDER  -  SECOND    CLASS 0
 RA0604
 RA0604.The horizontal coordinates were scaled from a topographic map and have
 RA0604.an estimated accuracy of +/- 6 seconds.
 RA0604
 RA0604.The orthometric height was determined by differential leveling
 RA0604.and adjusted in June 1991.
 RA0604
 RA0604.The geoid height was determined by GEOID03.
 RA0604
 RA0604.The dynamic height is computed by dividing the NAVD 88
 RA0604.geopotential number by the normal gravity value computed on the
 RA0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0604.degrees latitude (g = 980.6199 gals.).
 RA0604
 RA0604.The modeled gravity was interpolated from observed gravity values.
 RA0604
 RA0604;                    North         East    Units  Estimated Accuracy
 RA0604;SPC OR N     -   256,580.    2,737,770.      MT  (+/- 180 meters Scaled)
 RA0604
 RA0604                          SUPERSEDED SURVEY CONTROL
 RA0604
 RA0604  NGVD 29 (??/??/92)  783.922  (m)         2571.92   (f) ADJ UNCH    2 0
 RA0604
 RA0604.Superseded values are not recommended for survey control.
 RA0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0604.See file dsdata.txt to determine how the superseded data were derived.
 RA0604
 RA0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML664869(NAD 83)
 RA0604_MARKER: DD = SURVEY DISK
 RA0604_SETTING: 66 = SET IN ROCK OUTCROP
 RA0604_SP_SET: ROCK OUTCROP
 RA0604_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA0604+STABILITY: POSITION/ELEVATION WELL
 RA0604
 RA0604  HISTORY     - Date     Condition        Report By
 RA0604  HISTORY     - UNK      MONUMENTED       USGS
 RA0604  HISTORY     - 1945     GOOD             NGS
 RA0604
 RA0604                          STATION DESCRIPTION
 RA0604
 RA0604'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 RA0604'2.10 MI SE FROM TROY.
 RA0604'2.10 MILES SOUTHEAST OF TROY POST OFFICE, ALONG TROY-FLORA ROAD, 125
 RA0604'FEET NORTH OF H 6 U.S.G.S.16.8 FEET WEST OF THE FENCE LINE, 9.5 FEET
 RA0604'EAST OF THE CENTER LINE OF THE ROAD.  A CHISELED SQUARE IN THE TOP OF
 RA0604'A ROCK OUT-CROP, 1 FOOT ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0504 ***********************************************************************
 QB0504  DESIGNATION -  2573 RM 1
 QB0504  PID         -  QB0504
 QB0504  STATE/COUNTY-  OR/BAKER
 QB0504  USGS QUAD   -  HALFWAY (1987)
 QB0504
 QB0504                         *CURRENT SURVEY CONTROL
 QB0504  ___________________________________________________________________
 QB0504* NAD 83(1986)-  44 53 07.     (N)    117 01 08.     (W)     SCALED    
 QB0504* NAVD 88     -       781.671  (meters)    2564.53   (feet)  ADJUSTED  
 QB0504  ___________________________________________________________________
 QB0504  GEOID HEIGHT-         -16.34  (meters)                     GEOID03
 QB0504  DYNAMIC HT  -         781.469 (meters)    2563.87  (feet)  COMP
 QB0504  MODELED GRAV-     980,332.4   (mgal)                       NAVD 88
 QB0504
 QB0504  VERT ORDER  -  SECOND    CLASS 0
 QB0504
 QB0504.The horizontal coordinates were scaled from a topographic map and have
 QB0504.an estimated accuracy of +/- 6 seconds.
 QB0504
 QB0504.The orthometric height was determined by differential leveling
 QB0504.and adjusted in June 1991.
 QB0504
 QB0504.The geoid height was determined by GEOID03.
 QB0504
 QB0504.The dynamic height is computed by dividing the NAVD 88
 QB0504.geopotential number by the normal gravity value computed on the
 QB0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0504.degrees latitude (g = 980.6199 gals.).
 QB0504
 QB0504.The modeled gravity was interpolated from observed gravity values.
 QB0504
 QB0504;                    North         East    Units  Estimated Accuracy
 QB0504;SPC OR N     -   141,340.    2,774,910.      MT  (+/- 180 meters Scaled)
 QB0504
 QB0504                          SUPERSEDED SURVEY CONTROL
 QB0504
 QB0504  NGVD 29 (??/??/92)  780.634  (m)         2561.13   (f) ADJ UNCH    2 0
 QB0504
 QB0504.Superseded values are not recommended for survey control.
 QB0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0504.See file dsdata.txt to determine how the superseded data were derived.
 QB0504
 QB0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK985702(NAD 83)
 QB0504_MARKER: DR = REFERENCE MARK DISK
 QB0504_SETTING: 66 = SET IN ROCK OUTCROP
 QB0504_SP_SET: OUTCROP
 QB0504_STAMPING: USGS BM NO 1 1945
 QB0504_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QB0504+STABILITY: POSITION/ELEVATION WELL
 QB0504
 QB0504  HISTORY     - Date     Condition        Report By
 QB0504  HISTORY     - 1945     MONUMENTED       CGS
 QB0504
 QB0504                          STATION DESCRIPTION
 QB0504
 QB0504'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QB0504'5.3 MI E FROM HALFWAY.
 QB0504'5.3 MILES EAST OF THE POST OFFICE BY ROAD.  ALONG PINE CREEK ROAD. ON
 QB0504'TOP OF A PROMINENT KNOLL ABOUT 400 YARDS NORTHEAST OF A TRIANGULAR
 QB0504'SHAPED ROAD INTERSECTION.  ABOUT 300 YARDS NORTH OF THE PINE CREEK
 QB0504'ROAD. SET IN THE TOP OF A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0632 ***********************************************************************
 QB0632  DESIGNATION -  2573 RM 2
 QB0632  PID         -  QB0632
 QB0632  STATE/COUNTY-  OR/BAKER
 QB0632  USGS QUAD   -  HALFWAY (1987)
 QB0632
 QB0632                         *CURRENT SURVEY CONTROL
 QB0632  ___________________________________________________________________
 QB0632* NAD 83(1986)-  44 53 07.     (N)    117 01 08.     (W)     SCALED    
 QB0632* NAVD 88     -       781.820  (meters)    2565.02   (feet)  ADJUSTED  
 QB0632  ___________________________________________________________________
 QB0632  GEOID HEIGHT-         -16.34  (meters)                     GEOID03
 QB0632  DYNAMIC HT  -         781.617 (meters)    2564.36  (feet)  COMP
 QB0632  MODELED GRAV-     980,332.4   (mgal)                       NAVD 88
 QB0632
 QB0632  VERT ORDER  -  SECOND    CLASS 0
 QB0632
 QB0632.The horizontal coordinates were scaled from a topographic map and have
 QB0632.an estimated accuracy of +/- 6 seconds.
 QB0632
 QB0632.The orthometric height was determined by differential leveling
 QB0632.and adjusted in June 1991.
 QB0632
 QB0632.The geoid height was determined by GEOID03.
 QB0632
 QB0632.The dynamic height is computed by dividing the NAVD 88
 QB0632.geopotential number by the normal gravity value computed on the
 QB0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0632.degrees latitude (g = 980.6199 gals.).
 QB0632
 QB0632.The modeled gravity was interpolated from observed gravity values.
 QB0632
 QB0632;                    North         East    Units  Estimated Accuracy
 QB0632;SPC OR N     -   141,340.    2,774,910.      MT  (+/- 180 meters Scaled)
 QB0632
 QB0632                          SUPERSEDED SURVEY CONTROL
 QB0632
 QB0632  NGVD 29 (??/??/92)  780.782  (m)         2561.62   (f) ADJ UNCH    2 0
 QB0632
 QB0632.Superseded values are not recommended for survey control.
 QB0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0632.See file dsdata.txt to determine how the superseded data were derived.
 QB0632
 QB0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK985702(NAD 83)
 QB0632_MARKER: DR = REFERENCE MARK DISK
 QB0632_SETTING: 66 = SET IN ROCK OUTCROP
 QB0632_SP_SET: ROCK OUTCROP
 QB0632_STAMPING: USGS BM NO 2 1945
 QB0632_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QB0632+STABILITY: POSITION/ELEVATION WELL
 QB0632
 QB0632  HISTORY     - Date     Condition        Report By
 QB0632  HISTORY     - 1945     MONUMENTED       CGS
 QB0632
 QB0632                          STATION DESCRIPTION
 QB0632
 QB0632'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QB0632'5.3 MI E FROM HALFWAY.
 QB0632'5.3 MILES EAST OF THE POST OFFICE BY ROAD.  ALONG THE PINE CREEK ROAD.
 QB0632'ON TOP OF A PROMINENT KNOLL ABOUT 400 YARDS NORTHEAST OF A TRIANGULAR
 QB0632'SHAPED ROAD INTERSECTION.  ABOUT 300 YARDS NORTH OF THE PINE CREEK
 QB0632'ROAD.  SET IN THE TOP OF A ROCK OUTCROP.  NOTE-- BENCH MARK IS
 QB0632'SLANTING AND THE HIGH POINT WAS HELD ON THE WEST EDGE OF THE DISK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0078 ***********************************************************************
 RB0078  DESIGNATION -  2576 A
 RB0078  PID         -  RB0078
 RB0078  STATE/COUNTY-  OR/UMATILLA
 RB0078  USGS QUAD   -  DUNCAN (1995)
 RB0078
 RB0078                         *CURRENT SURVEY CONTROL
 RB0078  ___________________________________________________________________
 RB0078* NAD 83(1986)-  45 30 38.     (N)    118 16 51.     (W)     SCALED    
 RB0078* NAVD 88     -       786.143  (meters)    2579.20   (feet)  ADJUSTED  
 RB0078  ___________________________________________________________________
 RB0078  GEOID HEIGHT-         -18.42  (meters)                     GEOID03
 RB0078  DYNAMIC HT  -         785.967 (meters)    2578.63  (feet)  COMP
 RB0078  MODELED GRAV-     980,366.8   (mgal)                       NAVD 88
 RB0078
 RB0078  VERT ORDER  -  FIRST     CLASS II
 RB0078
 RB0078.The horizontal coordinates were scaled from a topographic map and have
 RB0078.an estimated accuracy of +/- 6 seconds.
 RB0078
 RB0078.The orthometric height was determined by differential leveling
 RB0078.and adjusted in June 1991.
 RB0078
 RB0078.The geoid height was determined by GEOID03.
 RB0078
 RB0078.The dynamic height is computed by dividing the NAVD 88
 RB0078.geopotential number by the normal gravity value computed on the
 RB0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0078.degrees latitude (g = 980.6199 gals.).
 RB0078
 RB0078.The modeled gravity was interpolated from observed gravity values.
 RB0078
 RB0078;                    North         East    Units  Estimated Accuracy
 RB0078;SPC OR N     -   207,280.    2,673,380.      MT  (+/- 180 meters Scaled)
 RB0078
 RB0078                          SUPERSEDED SURVEY CONTROL
 RB0078
 RB0078  NGVD 29 (??/??/92)  785.06   (m)         2575.7    (f) COMPUTED    1 2
 RB0078
 RB0078.Superseded values are not recommended for survey control.
 RB0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0078.See file dsdata.txt to determine how the superseded data were derived.
 RB0078
 RB0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL999404(NAD 83)
 RB0078_MARKER: P = PIPE CAP
 RB0078_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RB0078_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RB0078_STAMPING: 2576 A 1899
 RB0078_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RB0078
 RB0078  HISTORY     - Date     Condition        Report By
 RB0078  HISTORY     - 1899     MONUMENTED       USGS
 RB0078  HISTORY     - 1935     POOR             NGS
 RB0078  HISTORY     - 1951     MARK NOT FOUND   NGS
 RB0078
 RB0078                          STATION DESCRIPTION
 RB0078
 RB0078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 RB0078'1.0 MI S FROM NORTH FORK.
 RB0078'1.0 MILE SOUTH ALONG THE UNION PACIFIC RAILROAD FROM NORTH FORK,
 RB0078'UMATILLA COUNTY, 550 FEET SOUTH OF BRIDGE NO. 252.52, 129 FEET SOUTH
 RB0078'OF CULVERT NO. 252.62, 27.9 FEET EAST OF THE TRACK CENTERLINE.  A
 RB0078'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP STAMPED 2576 A 1899 AND
 RB0078'RIVETED TO A 3 1/2 IRON PIPE PROJECTING 4 INCHES ABOVE THE GROUND.
 RB0078'NOTE-- THE CAP IS DENTED ABOUT 0.1 FOOT AND HAS THREE HOLES PUNCHED IN
 RB0078'IT. STAMPED-- 6 1899.
 RB0078
 RB0078                          STATION RECOVERY (1951)
 RB0078
 RB0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 RB0078'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0680 ***********************************************************************
 QD0680  DESIGNATION -  2582
 QD0680  PID         -  QD0680
 QD0680  STATE/COUNTY-  OR/JEFFERSON
 QD0680  USGS QUAD   -  CULVER (1992)
 QD0680
 QD0680                         *CURRENT SURVEY CONTROL
 QD0680  ___________________________________________________________________
 QD0680* NAD 83(1986)-  44 33 41.     (N)    121 12 01.     (W)     SCALED    
 QD0680* NAVD 88     -       787.964  (meters)    2585.18   (feet)  ADJUSTED  
 QD0680  ___________________________________________________________________
 QD0680  GEOID HEIGHT-         -21.31  (meters)                     GEOID03
 QD0680  DYNAMIC HT  -         787.750 (meters)    2584.48  (feet)  COMP
 QD0680  MODELED GRAV-     980,320.7   (mgal)                       NAVD 88
 QD0680
 QD0680  VERT ORDER  -  SECOND    CLASS 0
 QD0680
 QD0680.The horizontal coordinates were scaled from a topographic map and have
 QD0680.an estimated accuracy of +/- 6 seconds.
 QD0680
 QD0680.The orthometric height was determined by differential leveling
 QD0680.and adjusted in June 1991.
 QD0680
 QD0680.The geoid height was determined by GEOID03.
 QD0680
 QD0680.The dynamic height is computed by dividing the NAVD 88
 QD0680.geopotential number by the normal gravity value computed on the
 QD0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0680.degrees latitude (g = 980.6199 gals.).
 QD0680
 QD0680.The modeled gravity was interpolated from observed gravity values.
 QD0680
 QD0680;                    North         East    Units  Estimated Accuracy
 QD0680;SPC OR N     -    99,670.    2,444,370.      MT  (+/- 180 meters Scaled)
 QD0680
 QD0680                          SUPERSEDED SURVEY CONTROL
 QD0680
 QD0680  NGVD 29 (??/??/92)  786.88   (m)         2581.6    (f) COMPUTED    2 0
 QD0680
 QD0680.Superseded values are not recommended for survey control.
 QD0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0680.See file dsdata.txt to determine how the superseded data were derived.
 QD0680
 QD0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ429358(NAD 83)
 QD0680_MARKER: DD = SURVEY DISK
 QD0680_SETTING: 0 = UNSPECIFIED SETTING
 QD0680_STAMPING: 2582-C-1927
 QD0680_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0680
 QD0680  HISTORY     - Date     Condition        Report By
 QD0680  HISTORY     - 1927     MONUMENTED       ORDT
 QD0680  HISTORY     - 1934     GOOD             NGS
 QD0680
 QD0680                          STATION DESCRIPTION
 QD0680
 QD0680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QD0680'2 MI S FROM METOLIUS.
 QD0680'ALONG THE RIGHT OF WAY OF THE OREGON-WASHINGTON RAILROAD FROM STATION
 QD0680'AND NAVIGATION CO., 2.7 MILES NORTH OF CULVER, 500 FEET SOUTH OF
 QD0680'HIGHWAY MILE POST 102, RAILROAD MILEAGE 111.7, 1 FOOT EAST OF FENCE
 QD0680'BETWEEN RAILROAD AND HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH1039 ***********************************************************************
 OH1039  DESIGNATION -  2585
 OH1039  PID         -  OH1039
 OH1039  STATE/COUNTY-  OR/MALHEUR
 OH1039  USGS QUAD   -  WESTFALL (1990)
 OH1039
 OH1039                         *CURRENT SURVEY CONTROL
 OH1039  ___________________________________________________________________
 OH1039* NAD 83(1986)-  43 53 12.     (N)    117 37 55.     (W)     SCALED    
 OH1039* NAVD 88     -       791.610  (meters)    2597.14   (feet)  ADJUSTED  
 OH1039  ___________________________________________________________________
 OH1039  GEOID HEIGHT-         -18.05  (meters)                     GEOID03
 OH1039  DYNAMIC HT  -         791.328 (meters)    2596.22  (feet)  COMP
 OH1039  MODELED GRAV-     980,236.5   (mgal)                       NAVD 88
 OH1039
 OH1039  VERT ORDER  -  FIRST     CLASS II
 OH1039
 OH1039.The horizontal coordinates were scaled from a topographic map and have
 OH1039.an estimated accuracy of +/- 6 seconds.
 OH1039
 OH1039.The orthometric height was determined by differential leveling
 OH1039.and adjusted in June 1991.
 OH1039
 OH1039.The geoid height was determined by GEOID03.
 OH1039
 OH1039.The dynamic height is computed by dividing the NAVD 88
 OH1039.geopotential number by the normal gravity value computed on the
 OH1039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH1039.degrees latitude (g = 980.6199 gals.).
 OH1039
 OH1039.The modeled gravity was interpolated from observed gravity values.
 OH1039
 OH1039;                    North         East    Units  Estimated Accuracy
 OH1039;SPC OR S     -   250,560.    1,730,420.      MT  (+/- 180 meters Scaled)
 OH1039
 OH1039                          SUPERSEDED SURVEY CONTROL
 OH1039
 OH1039  NGVD 29 (??/??/92)  790.567  (m)         2593.72   (f) ADJ UNCH    1 2
 OH1039
 OH1039.Superseded values are not recommended for survey control.
 OH1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1039.See file dsdata.txt to determine how the superseded data were derived.
 OH1039
 OH1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ492594(NAD 83)
 OH1039_MARKER: P = PIPE CAP
 OH1039_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OH1039_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OH1039_STAMPING: 2593.597 H 1903
 OH1039_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH1039
 OH1039  HISTORY     - Date     Condition        Report By
 OH1039  HISTORY     - 1903     MONUMENTED       USGS
 OH1039  HISTORY     - 1944     GOOD             NGS
 OH1039
 OH1039                          STATION DESCRIPTION
 OH1039
 OH1039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 OH1039'2.8 MI NW FROM HARPER.
 OH1039'1.4 MILES NORTHWEST ALONG THE WESTFALL-HARPER ROAD FROM THE STATION AT
 OH1039'HARPER, THENCE 1.4 MILES WEST ALONG THE COUNTY ROAD, ABOUT 0.1 MILE
 OH1039'NORTHWEST OF A WHITE RANCH HOUSE ON THE NORTHEAST SIDE OF ROAD, 86
 OH1039'FEET EAST-SOUTHEAST OF THE NORTH GATE POST, 10 FEET NORTH OF
 OH1039'CENTER-LINE OF THE ROAD, 2.8 FEET NORTHWEST OF REFERENCE POST, IN THE
 OH1039'FENCE LINE.  A U.S.G.S. BENCH MARK CAOP RIVETED IN TOP A 3 1/2-INCH
 OH1039'IRON PIPE AND PROJECTING ABOUT 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0092 ***********************************************************************
 PB0092  DESIGNATION -  26
 PB0092  PID         -  PB0092
 PB0092  STATE/COUNTY-  OR/DESCHUTES
 PB0092  USGS QUAD   -  MILLICAN SE (1981)
 PB0092
 PB0092                         *CURRENT SURVEY CONTROL
 PB0092  ___________________________________________________________________
 PB0092* NAD 83(1986)-  43 51 26.     (N)    120 45 41.     (W)     SCALED    
 PB0092* NAVD 88     -      1322.708  (meters)    4339.58   (feet)  ADJUSTED  
 PB0092  ___________________________________________________________________
 PB0092  GEOID HEIGHT-         -20.08  (meters)                     GEOID03
 PB0092  DYNAMIC HT  -        1322.097 (meters)    4337.58  (feet)  COMP
 PB0092  MODELED GRAV-     980,110.8   (mgal)                       NAVD 88
 PB0092
 PB0092  VERT ORDER  -  FIRST     CLASS II
 PB0092
 PB0092.The horizontal coordinates were scaled from a topographic map and have
 PB0092.an estimated accuracy of +/- 6 seconds.
 PB0092
 PB0092.The orthometric height was determined by differential leveling
 PB0092.and adjusted in June 1991.
 PB0092
 PB0092.The geoid height was determined by GEOID03.
 PB0092
 PB0092.The dynamic height is computed by dividing the NAVD 88
 PB0092.geopotential number by the normal gravity value computed on the
 PB0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0092.degrees latitude (g = 980.6199 gals.).
 PB0092
 PB0092.The modeled gravity was interpolated from observed gravity values.
 PB0092
 PB0092;                    North         East    Units  Estimated Accuracy
 PB0092;SPC OR S     -   243,370.    1,478,990.      MT  (+/- 180 meters Scaled)
 PB0092
 PB0092                          SUPERSEDED SURVEY CONTROL
 PB0092
 PB0092  NGVD 29 (??/??/92) 1321.505  (m)         4335.64   (f) ADJ UNCH    1 2
 PB0092
 PB0092.Superseded values are not recommended for survey control.
 PB0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0092.See file dsdata.txt to determine how the superseded data were derived.
 PB0092
 PB0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP799584(NAD 83)
 PB0092_MARKER: DD = SURVEY DISK
 PB0092_SETTING: 66 = SET IN ROCK OUTCROP
 PB0092_SP_SET: ROCK BLUFF
 PB0092_STAMPING: 4336 26 1927
 PB0092_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PB0092+STABILITY: POSITION/ELEVATION WELL
 PB0092
 PB0092  HISTORY     - Date     Condition        Report By
 PB0092  HISTORY     - 1927     MONUMENTED       ORDT
 PB0092  HISTORY     - 1943     GOOD             NGS
 PB0092
 PB0092                          STATION DESCRIPTION
 PB0092
 PB0092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PB0092'8.2 MI E FROM MILLICAN.
 PB0092'ABOUT 8.2 MILES EAST ALONG THE CENTRAL OREGON HIGHWAY (U.S. 20) FROM
 PB0092'THE POST OFFICE AT MILLICAN, DESCHUTES COUNTY, ABOUT 1.5 MILES
 PB0092'NORTHWEST OF THE JUNCTION OF THE BEAR CREEK HIGHWAY (OREGON 27), ON
 PB0092'THE EAST BANK OF DRY CREEK, AT HIGHWAY SURVEY STATION 1777, 62 FEET
 PB0092'NORTH OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF A ROCK BLUFF,
 PB0092'AND 4 FEET SOUTH OF A WHITE WOODEN WITNESS POST.  AN OREGON STATE
 PB0092'HIGHWAY DEPARTMENT STANDARD DISK, STAMPED 4336 26 1927.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0270 ***********************************************************************
 PB0270  DESIGNATION -  26
 PB0270  PID         -  PB0270
 PB0270  STATE/COUNTY-  OR/KLAMATH
 PB0270  USGS QUAD   -  BIG HOLE (1982)
 PB0270
 PB0270                         *CURRENT SURVEY CONTROL
 PB0270  ___________________________________________________________________
 PB0270* NAD 83(1986)-  43 26 27.     (N)    121 20 20.     (W)     SCALED    
 PB0270* NAVD 88     -      1441.421  (meters)    4729.06   (feet)  ADJUSTED  
 PB0270  ___________________________________________________________________
 PB0270  GEOID HEIGHT-         -20.85  (meters)                     GEOID03
 PB0270  DYNAMIC HT  -        1440.654 (meters)    4726.55  (feet)  COMP
 PB0270  MODELED GRAV-     980,036.6   (mgal)                       NAVD 88
 PB0270
 PB0270  VERT ORDER  -  SECOND    CLASS 0
 PB0270
 PB0270.The horizontal coordinates were scaled from a topographic map and have
 PB0270.an estimated accuracy of +/- 6 seconds.
 PB0270
 PB0270.The orthometric height was determined by differential leveling
 PB0270.and adjusted in June 1991.
 PB0270
 PB0270.The geoid height was determined by GEOID03.
 PB0270
 PB0270.The dynamic height is computed by dividing the NAVD 88
 PB0270.geopotential number by the normal gravity value computed on the
 PB0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0270.degrees latitude (g = 980.6199 gals.).
 PB0270
 PB0270.The modeled gravity was interpolated from observed gravity values.
 PB0270
 PB0270;                    North         East    Units  Estimated Accuracy
 PB0270;SPC OR S     -   197,420.    1,432,100.      MT  (+/- 180 meters Scaled)
 PB0270
 PB0270                          SUPERSEDED SURVEY CONTROL
 PB0270
 PB0270  NGVD 29 (??/??/92) 1440.144  (m)         4724.87   (f) ADJ UNCH    2 0
 PB0270
 PB0270.Superseded values are not recommended for survey control.
 PB0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0270.See file dsdata.txt to determine how the superseded data were derived.
 PB0270
 PB0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP344111(NAD 83)
 PB0270_MARKER: DB = BENCH MARK DISK
 PB0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0270_STAMPING: 4725 26 1929
 PB0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0270+STABILITY: SURFACE MOTION
 PB0270
 PB0270  HISTORY     - Date     Condition        Report By
 PB0270  HISTORY     - 1929     MONUMENTED       BPR
 PB0270  HISTORY     - 1931     GOOD             NGS
 PB0270  HISTORY     - 1977     MARK NOT FOUND   NGS
 PB0270  HISTORY     - 19860916 MARK NOT FOUND   USPSQD
 PB0270
 PB0270                          STATION DESCRIPTION
 PB0270
 PB0270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 PB0270'20.1 MI SE FROM LAPINE.
 PB0270'IN KLAMATH COUNTY, ABOUT 20.1 MILES SOUTHEAST ALONG THE FREMONT
 PB0270'HIGHWAY (OREGON 31) FROM LAPINE, DESCHUTES COUNTY, AT THE WEST END OF
 PB0270'A CURVE, AND 36 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY.  A
 PB0270'UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK, STAMPED 4725 26
 PB0270'1929 AND SET IN THE TOP OF A CONCRETE POST.
 PB0270
 PB0270                          STATION RECOVERY (1977)
 PB0270
 PB0270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 PB0270'MARK NOT FOUND.
 PB0270
 PB0270                          STATION RECOVERY (1986)
 PB0270
 PB0270'RECOVERY NOTE BY US POWER SQUADRON 1986 (RCC)
 PB0270'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0461 ***********************************************************************
 QE0461  DESIGNATION -  26
 QE0461  PID         -  QE0461
 QE0461  STATE/COUNTY-  OR/MARION
 QE0461  USGS QUAD   -  SALEM WEST (1986)
 QE0461
 QE0461                         *CURRENT SURVEY CONTROL
 QE0461  ___________________________________________________________________
 QE0461* NAD 83(1986)-  44 56 20.     (N)    123 02 01.     (W)     SCALED    
 QE0461* NAVD 88     -        48.103  (meters)     157.82   (feet)  ADJUSTED  
 QE0461  ___________________________________________________________________
 QE0461  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 QE0461  DYNAMIC HT  -          48.101 (meters)     157.81  (feet)  COMP
 QE0461  MODELED GRAV-     980,570.6   (mgal)                       NAVD 88
 QE0461
 QE0461  VERT ORDER  -  FIRST     CLASS II
 QE0461
 QE0461.The horizontal coordinates were scaled from a topographic map and have
 QE0461.an estimated accuracy of +/- 6 seconds.
 QE0461
 QE0461.The orthometric height was determined by differential leveling
 QE0461.and adjusted in June 1991.
 QE0461
 QE0461.The geoid height was determined by GEOID03.
 QE0461
 QE0461.The dynamic height is computed by dividing the NAVD 88
 QE0461.geopotential number by the normal gravity value computed on the
 QE0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0461.degrees latitude (g = 980.6199 gals.).
 QE0461
 QE0461.The modeled gravity was interpolated from observed gravity values.
 QE0461
 QE0461;                    North         East    Units  Estimated Accuracy
 QE0461;SPC OR N     -   144,510.    2,300,070.      MT  (+/- 180 meters Scaled)
 QE0461
 QE0461                          SUPERSEDED SURVEY CONTROL
 QE0461
 QE0461  NGVD 29 (??/??/92)   47.075  (m)          154.45   (f) ADJ UNCH    1 2
 QE0461
 QE0461.Superseded values are not recommended for survey control.
 QE0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0461.See file dsdata.txt to determine how the superseded data were derived.
 QE0461
 QE0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ973761(NAD 83)
 QE0461_MARKER: DD = SURVEY DISK
 QE0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0461_STAMPING: 26
 QE0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0461+STABILITY: SURFACE MOTION
 QE0461
 QE0461  HISTORY     - Date     Condition        Report By
 QE0461  HISTORY     - UNK      MONUMENTED       OR1810
 QE0461  HISTORY     - 1941     GOOD             NGS
 QE0461  HISTORY     - 20000315 MARK NOT FOUND   USPSQD
 QE0461
 QE0461                          STATION DESCRIPTION
 QE0461
 QE0461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QE0461'IN SALEM.
 QE0461'MARK IS LOCATED IN SOUTHEAST CORNER OF THE POST OFFICE BLOCK, AT
 QE0461'NORTHWEST CORNER OF STATE AND COTTAGE STREETS, 10 FEET NORTHWEST OF
 QE0461'CURB RADIUS, 1 FOOT SOUTHEAST OF SIDEWALK ANGLE, IN PARKING.
 QE0461
 QE0461                          STATION RECOVERY (2000)
 QE0461
 QE0461'RECOVERY NOTE BY US POWER SQUADRON 2000
 QE0461'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3699 ***********************************************************************
 RD3699  DESIGNATION -  26
 RD3699  PID         -  RD3699
 RD3699  STATE/COUNTY-  OR/MULTNOMAH
 RD3699  USGS QUAD   -  LINNTON (1990)
 RD3699
 RD3699                         *CURRENT SURVEY CONTROL
 RD3699  ___________________________________________________________________
 RD3699* NAD 83(1991)-  45 36 06.22173(N)    122 47 06.31699(W)     ADJUSTED  
 RD3699* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 RD3699  ___________________________________________________________________
 RD3699  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 RD3699  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 RD3699  HORZ ORDER  -  THIRD
 RD3699
 RD3699.The horizontal coordinates were established by classical geodetic methods
 RD3699.and adjusted by the National Geodetic Survey in October 1991.
 RD3699
 RD3699.The orthometric height was scaled from a topographic map.
 RD3699
 RD3699.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3699
 RD3699.The geoid height was determined by GEOID03.
 RD3699
 RD3699;                    North         East     Units Scale Factor Converg.
 RD3699;SPC OR N     -   217,550.543 2,321,761.317   MT  0.99992311   -1 37 14.0
 RD3699;SPC OR N     -   713,748.50  7,617,327.16   iFT  0.99992311   -1 37 14.0
 RD3699;SPC WA S     -    32,415.091   321,737.991   MT  1.00006053   -1 39 35.6
 RD3699;SPC WA S     -   106,348.51  1,055,568.73   sFT  1.00006053   -1 39 35.6
 RD3699;UTM  10      - 5,049,820.778   516,760.119   MT  0.99960345   +0 09 12.8
 RD3699
 RD3699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3699!SPC OR N     -   1.00000294  x   0.99992311  =   0.99992605
 RD3699!SPC WA S     -   1.00000294  x   1.00006053  =   1.00006347
 RD3699!UTM  10      -   1.00000294  x   0.99960345  =   0.99960639
 RD3699
 RD3699:                Primary Azimuth Mark                     Grid Az
 RD3699:SPC OR N     -  24                                       339 49 17.4
 RD3699:SPC WA S     -  24                                       339 51 39.0
 RD3699:UTM  10      -  24                                       338 02 50.6
 RD3699
 RD3699|---------------------------------------------------------------------|
 RD3699| PID    Reference Object                     Distance      Geod. Az  |
 RD3699|                                                           dddmmss.s |
 RD3699| RD3700 24                                  APPROX. 0.9 KM 3381203.4 |
 RD3699|---------------------------------------------------------------------|
 RD3699
 RD3699                          SUPERSEDED SURVEY CONTROL
 RD3699
 RD3699  NAD 83(1986)-  45 36 06.24120(N)    122 47 06.31933(W) AD(       ) 3
 RD3699  NAD 27      -  45 36 06.81800(N)    122 47 01.95700(W) AD(       ) 3
 RD3699
 RD3699.Superseded values are not recommended for survey control.
 RD3699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3699.See file dsdata.txt to determine how the superseded data were derived.
 RD3699
 RD3699_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1676049821(NAD 83)
 RD3699
 RD3699  HISTORY     - Date     Condition        Report By
 RD3699  HISTORY     - 1899     MONUMENTED       USE
 RD3699  HISTORY     - 1960     SEE DESCRIPTION  CGS
 RD3699  HISTORY     - 19941031 MARK NOT FOUND   USPSQD
 RD3699
 RD3699                          STATION DESCRIPTION
 RD3699
 RD3699'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (ANS)
 RD3699'A SEARCH WAS MADE FOR THIS STATION BUT WAS NOT FOUND.  THIS
 RD3699'AREA IS IN THE MAIN PART OF THE TOWN OF LINNTON, AND THE
 RD3699'STATION HAS BEEN DESTROYED BY CONSTRUCTION.
 RD3699'
 RD3699'THIS STATION SHOULD BE CLASSIFIED AS LOST.
 RD3699
 RD3699                          STATION RECOVERY (1994)
 RD3699
 RD3699'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD3699'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3706 ***********************************************************************
 RD3706  DESIGNATION -  26 2
 RD3706  PID         -  RD3706
 RD3706  STATE/COUNTY-  OR/MULTNOMAH
 RD3706  USGS QUAD   -  LINNTON (1990)
 RD3706
 RD3706                         *CURRENT SURVEY CONTROL
 RD3706  ___________________________________________________________________
 RD3706* NAD 83(1991)-  45 36 06.25451(N)    122 47 06.83535(W)     ADJUSTED  
 RD3706* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 RD3706  ___________________________________________________________________
 RD3706  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 RD3706  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 RD3706  HORZ ORDER  -  THIRD
 RD3706
 RD3706.The horizontal coordinates were established by classical geodetic methods
 RD3706.and adjusted by the National Geodetic Survey in October 1991.
 RD3706
 RD3706.The orthometric height was scaled from a topographic map.
 RD3706
 RD3706.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3706
 RD3706.The geoid height was determined by GEOID03.
 RD3706
 RD3706;                    North         East     Units Scale Factor Converg.
 RD3706;SPC OR N     -   217,551.872 2,321,750.118   MT  0.99992312   -1 37 14.4
 RD3706;SPC OR N     -   713,752.86  7,617,290.41   iFT  0.99992312   -1 37 14.4
 RD3706;SPC WA S     -    32,416.428   321,726.790   MT  1.00006053   -1 39 35.9
 RD3706;SPC WA S     -   106,352.90  1,055,531.98   sFT  1.00006053   -1 39 35.9
 RD3706;UTM  10      - 5,049,821.759   516,748.888   MT  0.99960345   +0 09 12.4
 RD3706
 RD3706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3706!SPC OR N     -   1.00000294  x   0.99992312  =   0.99992606
 RD3706!SPC WA S     -   1.00000294  x   1.00006053  =   1.00006347
 RD3706!UTM  10      -   1.00000294  x   0.99960345  =   0.99960639
 RD3706
 RD3706:                Primary Azimuth Mark                     Grid Az
 RD3706:SPC OR N     -  27                                       066 33 30.0
 RD3706:SPC WA S     -  27                                       066 35 51.5
 RD3706:UTM  10      -  27                                       064 47 03.2
 RD3706
 RD3706|---------------------------------------------------------------------|
 RD3706| PID    Reference Object                     Distance      Geod. Az  |
 RD3706|                                                           dddmmss.s |
 RD3706| RD3696 27                                  APPROX. 0.9 KM 0645615.6 |
 RD3706|---------------------------------------------------------------------|
 RD3706
 RD3706                          SUPERSEDED SURVEY CONTROL
 RD3706
 RD3706  NAD 83(1986)-  45 36 06.27398(N)    122 47 06.83768(W) AD(       ) 3
 RD3706  NAD 27      -  45 36 06.85100(N)    122 47 02.47600(W) AD(       ) 3
 RD3706
 RD3706.Superseded values are not recommended for survey control.
 RD3706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3706.See file dsdata.txt to determine how the superseded data were derived.
 RD3706
 RD3706_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1674949822(NAD 83)
 RD3706
 RD3706  HISTORY     - Date     Condition        Report By
 RD3706  HISTORY     - 1899     MONUMENTED       USE
 RD3706  HISTORY     - 1960     SEE DESCRIPTION  CGS
 RD3706  HISTORY     - 19941031 MARK NOT FOUND   USPSQD
 RD3706
 RD3706                          STATION DESCRIPTION
 RD3706
 RD3706'DESCRIBED BY US ENGINEERS 1899
 RD3706'THE STATION IS MARKED BY A PIPE SET IN THE CENTER OF A SQUARE
 RD3706'BLOCK OF CONCRETE.  THE TOP OF THE BLOCK IS SMOOTHED OFF AND BEARS
 RD3706'THE LETTERS U.S.E., ONE LETTER IN EACH OF THREE CORNERS.  IN THE
 RD3706'FOURTH CORNER IS THE NUMBER BY WHICH THE STATION IS KNOWN.
 RD3706
 RD3706                          STATION RECOVERY (1960)
 RD3706
 RD3706'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ANS)
 RD3706'STATION WAS MARKED BY PIPE SET IN CONCRETE.  A SEARCH WAS MADE
 RD3706'FOR THIS STATION BUT WAS NOT FOUND.  THIS AREA IS THE MAIN PART
 RD3706'OF THE TOWN OF LINNTON, AND THE STATION HAS BEEN DESTROYED BY
 RD3706'CONSTRUCTION.
 RD3706'
 RD3706'THIS STATION SHOULD BE CLASSIFIED AS DESTROYED.
 RD3706
 RD3706                          STATION RECOVERY (1994)
 RD3706
 RD3706'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD3706'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0091 ***********************************************************************
 PB0091  DESIGNATION -  26 A
 PB0091  PID         -  PB0091
 PB0091  STATE/COUNTY-  OR/DESCHUTES
 PB0091  USGS QUAD   -  MILLICAN SE (1981)
 PB0091
 PB0091                         *CURRENT SURVEY CONTROL
 PB0091  ___________________________________________________________________
 PB0091* NAD 83(1986)-  43 51 28.     (N)    120 45 45.     (W)     SCALED    
 PB0091* NAVD 88     -      1323.074  (meters)    4340.79   (feet)  ADJUSTED  
 PB0091  ___________________________________________________________________
 PB0091  GEOID HEIGHT-         -20.08  (meters)                     GEOID03
 PB0091  DYNAMIC HT  -        1322.463 (meters)    4338.78  (feet)  COMP
 PB0091  MODELED GRAV-     980,110.9   (mgal)                       NAVD 88
 PB0091
 PB0091  VERT ORDER  -  FIRST     CLASS II
 PB0091
 PB0091.The horizontal coordinates were scaled from a topographic map and have
 PB0091.an estimated accuracy of +/- 6 seconds.
 PB0091
 PB0091.The orthometric height was determined by differential leveling
 PB0091.and adjusted in June 1991.
 PB0091
 PB0091.The geoid height was determined by GEOID03.
 PB0091
 PB0091.The dynamic height is computed by dividing the NAVD 88
 PB0091.geopotential number by the normal gravity value computed on the
 PB0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0091.degrees latitude (g = 980.6199 gals.).
 PB0091
 PB0091.The modeled gravity was interpolated from observed gravity values.
 PB0091
 PB0091;                    North         East    Units  Estimated Accuracy
 PB0091;SPC OR S     -   243,440.    1,478,900.      MT  (+/- 180 meters Scaled)
 PB0091
 PB0091                          SUPERSEDED SURVEY CONTROL
 PB0091
 PB0091  NGVD 29 (??/??/92) 1321.872  (m)         4336.84   (f) ADJ UNCH    1 2
 PB0091
 PB0091.Superseded values are not recommended for survey control.
 PB0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0091.See file dsdata.txt to determine how the superseded data were derived.
 PB0091
 PB0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP798585(NAD 83)
 PB0091_MARKER: Q = CHISELED SQUARE
 PB0091_SETTING: 66 = SET IN ROCK OUTCROP
 PB0091_SP_SET: ROCK LEDGE
 PB0091_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PB0091+STABILITY: POSITION/ELEVATION WELL
 PB0091
 PB0091  HISTORY     - Date     Condition        Report By
 PB0091  HISTORY     - UNK      MONUMENTED       ORDT
 PB0091  HISTORY     - 1943     GOOD             NGS
 PB0091
 PB0091                          STATION DESCRIPTION
 PB0091
 PB0091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PB0091'8.2 MI E FROM MILLICAN.
 PB0091'ABOUT 8.2 MILES EAST ALONG THE CENTRAL OREGON HIGHWAY (U.S. 20) FROM
 PB0091'THE POST OFFICE AT MILLICAN, DESCHUTES COUNTY, ABOUT 150 FEET WEST OF
 PB0091'DRY CREEK, AT HIGHWAY SURVEY STATION 1776, 93 FEET SOUTH OF THE CENTER
 PB0091'LINE OF THE HIGHWAY, 51 FEET EAST OF A POWER-TRANSMISSION LINE POLE,
 PB0091'ON A ROCK LEDGE, AND IN A CIRCLE OF ROCKS.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0167 ***********************************************************************
 RB0167  DESIGNATION -  26 AA
 RB0167  PID         -  RB0167
 RB0167  STATE/COUNTY-  OR/UNION
 RB0167  USGS QUAD   -  KAMELA SE (1984)
 RB0167
 RB0167                         *CURRENT SURVEY CONTROL
 RB0167  ___________________________________________________________________
 RB0167* NAD 83(1986)-  45 16 27.     (N)    118 21 04.     (W)     SCALED    
 RB0167* NAVD 88     -       994.803  (meters)    3263.78   (feet)  ADJUSTED  
 RB0167  ___________________________________________________________________
 RB0167  GEOID HEIGHT-         -17.73  (meters)                     GEOID03
 RB0167  DYNAMIC HT  -         994.543 (meters)    3262.93  (feet)  COMP
 RB0167  MODELED GRAV-     980,322.4   (mgal)                       NAVD 88
 RB0167
 RB0167  VERT ORDER  -  SECOND    CLASS 0
 RB0167
 RB0167.The horizontal coordinates were scaled from a topographic map and have
 RB0167.an estimated accuracy of +/- 6 seconds.
 RB0167
 RB0167.The orthometric height was determined by differential leveling
 RB0167.and adjusted in June 1991.
 RB0167
 RB0167.The geoid height was determined by GEOID03.
 RB0167
 RB0167.The dynamic height is computed by dividing the NAVD 88
 RB0167.geopotential number by the normal gravity value computed on the
 RB0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0167.degrees latitude (g = 980.6199 gals.).
 RB0167
 RB0167.The modeled gravity was interpolated from observed gravity values.
 RB0167
 RB0167;                    North         East    Units  Estimated Accuracy
 RB0167;SPC OR N     -   180,870.    2,668,590.      MT  (+/- 180 meters Scaled)
 RB0167
 RB0167                          SUPERSEDED SURVEY CONTROL
 RB0167
 RB0167  NGVD 29 (??/??/92)  993.687  (m)         3260.12   (f) ADJ UNCH    2 0
 RB0167
 RB0167.Superseded values are not recommended for survey control.
 RB0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0167.See file dsdata.txt to determine how the superseded data were derived.
 RB0167
 RB0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL940142(NAD 83)
 RB0167_MARKER: DD = SURVEY DISK
 RB0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0167_STAMPING: 26 AA 1950
 RB0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0167+STABILITY: SURFACE MOTION
 RB0167
 RB0167  HISTORY     - Date     Condition        Report By
 RB0167  HISTORY     - 1950     MONUMENTED       USGS
 RB0167  HISTORY     - 1951     GOOD             NGS
 RB0167
 RB0167                          STATION DESCRIPTION
 RB0167
 RB0167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 RB0167'11.25 MI SW FROM HILGARD.
 RB0167'0.6 MILE EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT HILGARD,
 RB0167'THENCE 0.65 MILE WEST ALONG U. S. HIGHWAY 30, THENCE 10 MILES
 RB0167'SOUTHWEST ALONG THE STARKEY SECONDARY STATE HIGHWAY, AT THE WEST END
 RB0167'OF A 15 FEET CUT, ON THE SOUTH SLOPE OF A STEEP RIDGE, 88 1/2 FEET
 RB0167'NORTH OF AND ACROSS THE HIGHWAY FROM THE NORTH BANK OF THE GRANDE
 RB0167'RONDE RIVER, 68 1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND
 RB0167'ABOUT 17 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0630 ***********************************************************************
 NW0630  DESIGNATION -  26 BKC
 NW0630  PID         -  NW0630
 NW0630  STATE/COUNTY-  OR/MALHEUR
 NW0630  USGS QUAD   -  CAVIATTA RIDGE (1980)
 NW0630
 NW0630                         *CURRENT SURVEY CONTROL
 NW0630  ___________________________________________________________________
 NW0630* NAD 83(1986)-  42 32 35.     (N)    117 26 44.     (W)     SCALED    
 NW0630* NAVD 88     -      1430.339  (meters)    4692.70   (feet)  ADJUSTED  
 NW0630  ___________________________________________________________________
 NW0630  GEOID HEIGHT-         -17.82  (meters)                     GEOID03
 NW0630  DYNAMIC HT  -        1429.475 (meters)    4689.87  (feet)  COMP
 NW0630  MODELED GRAV-     979,967.2   (mgal)                       NAVD 88
 NW0630
 NW0630  VERT ORDER  -  SECOND    CLASS 0
 NW0630
 NW0630.The horizontal coordinates were scaled from a topographic map and have
 NW0630.an estimated accuracy of +/- 6 seconds.
 NW0630
 NW0630.The orthometric height was determined by differential leveling
 NW0630.and adjusted in August 1995.
 NW0630
 NW0630.The geoid height was determined by GEOID03.
 NW0630
 NW0630.The dynamic height is computed by dividing the NAVD 88
 NW0630.geopotential number by the normal gravity value computed on the
 NW0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0630.degrees latitude (g = 980.6199 gals.).
 NW0630
 NW0630.The modeled gravity was interpolated from observed gravity values.
 NW0630
 NW0630;                    North         East    Units  Estimated Accuracy
 NW0630;SPC OR S     -   101,930.    1,750,830.      MT  (+/- 180 meters Scaled)
 NW0630
 NW0630                          SUPERSEDED SURVEY CONTROL
 NW0630
 NW0630.No superseded survey control is available for this station.
 NW0630
 NW0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH634101(NAD 83)
 NW0630_MARKER: DB = BENCH MARK DISK
 NW0630_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0630_SP_SET: COPPER-CLAD STEEL ROD
 NW0630_STAMPING: 26 BKC 1973 4689
 NW0630_MARK LOGO: USGS  
 NW0630_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0630_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0630_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0630+SATELLITE: SATELLITE OBSERVATIONS - 1973
 NW0630
 NW0630  HISTORY     - Date     Condition        Report By
 NW0630  HISTORY     - 1973     MONUMENTED       USGS
 NW0630
 NW0630                          STATION DESCRIPTION
 NW0630
 NW0630'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 NW0630'FROM ROME, OREGON PROCEED 29.8 MILES SOUTH AND SOUTHEAST ALONG A
 NW0630'TRACK ROAD, THENCE 12.3 MILES SOUTHWEST, SOUTH AND WEST ALONG A TRACK
 NW0630'ROAD, AT A FENCE CROSSING, 37 FEET EAST OF THE EAST SIDE OF THE GATE,
 NW0630'17 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, IN LINE WITH THE
 NW0630'FENCE, SET ON A 5/8-INCH COPPER-COATED ROD DRIVEN TO REFUSAL (ROD
 NW0630'DEPTH UNKNOWN) WITH THE TOP ENCASED IN A 6-INCH DRAINPIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1323 ***********************************************************************
 RC1323  DESIGNATION -  26 C 3 1 N
 RC1323  PID         -  RC1323
 RC1323  STATE/COUNTY-  OR/WASCO
 RC1323  USGS QUAD   -  WAPINITIA PASS (1996)
 RC1323
 RC1323                         *CURRENT SURVEY CONTROL
 RC1323  ___________________________________________________________________
 RC1323* NAD 83(1986)-  45 09 27.     (N)    121 39 41.     (W)     SCALED    
 RC1323* NAVD 88     -      1043.58   (+/-2cm)    3423.8    (feet)  VERTCON   
 RC1323  ___________________________________________________________________
 RC1323  GEOID HEIGHT-         -20.92  (meters)                     GEOID03
 RC1323  VERT ORDER  -  ? (See Below)
 RC1323
 RC1323.The horizontal coordinates were scaled from a topographic map and have
 RC1323.an estimated accuracy of +/- 6 seconds.
 RC1323
 RC1323.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC1323.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC1323.The vertical order pertains to the NGVD 29 superseded value.
 RC1323
 RC1323.The geoid height was determined by GEOID03.
 RC1323
 RC1323;                    North         East    Units  Estimated Accuracy
 RC1323;SPC OR N     -   166,320.    2,408,690.      MT  (+/- 180 meters Scaled)
 RC1323
 RC1323                          SUPERSEDED SURVEY CONTROL
 RC1323
 RC1323  NGVD 29 (??/??/92) 1042.475  (m)         3420.19   (f) ADJ UNCH    ?  
 RC1323
 RC1323.Superseded values are not recommended for survey control.
 RC1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1323.See file dsdata.txt to determine how the superseded data were derived.
 RC1323
 RC1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR052013(NAD 83)
 RC1323_MARKER: DD = SURVEY DISK
 RC1323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC1323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC1323_STAMPING: 26 C 3 1 N 1929
 RC1323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1323+STABILITY: SURFACE MOTION
 RC1323
 RC1323  HISTORY     - Date     Condition        Report By
 RC1323  HISTORY     - 1929     MONUMENTED       BPR
 RC1323  HISTORY     - 1937     GOOD             ORDT
 RC1323  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 RC1323
 RC1323                          STATION DESCRIPTION
 RC1323
 RC1323'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1937
 RC1323'8.1 MI NW FROM BEAR SPRINGS.
 RC1323'8.1 MILES NORTHWEST ALONG THE WAPINITIA HIGHWAY (OREGON 50) FROM BEAR
 RC1323'SPRINGS, WASCO COUNTY, ABOUT 1.4 MILES NORTHWEST OF THE BRIDGE OVER
 RC1323'CLEAR CREEK, AT SURVEY STATION 545+55, AND 42 FEET NORTHEAST OF THE
 RC1323'CENTER LINE OF THE HIGHWAY.  A UNITED STATES BUREAU OF PUBLIC ROADS
 RC1323'STANDARD DISK, STAMPED 26 C 3 1 N 1929 AND SET IN THE TOP OF A
 RC1323'CONCRETE POST.
 RC1323
 RC1323                          STATION RECOVERY (1985)
 RC1323
 RC1323'RECOVERY NOTE BY US POWER SQUADRON 1985
 RC1323'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1331 ***********************************************************************
 RC1331  DESIGNATION -  26 C 3 14
 RC1331  PID         -  RC1331
 RC1331  STATE/COUNTY-  OR/WASCO
 RC1331  USGS QUAD   -  WAPINITIA PASS (1996)
 RC1331
 RC1331                         *CURRENT SURVEY CONTROL
 RC1331  ___________________________________________________________________
 RC1331* NAD 83(1986)-  45 08 39.     (N)    121 37 50.     (W)     SCALED    
 RC1331* NAVD 88     -       992.539  (meters)    3256.36   (feet)  ADJUSTED  
 RC1331  ___________________________________________________________________
 RC1331  GEOID HEIGHT-         -20.93  (meters)                     GEOID03
 RC1331  DYNAMIC HT  -         992.297 (meters)    3255.56  (feet)  COMP
 RC1331  MODELED GRAV-     980,338.2   (mgal)                       NAVD 88
 RC1331
 RC1331  VERT ORDER  -  SECOND    CLASS 0
 RC1331
 RC1331.The horizontal coordinates were scaled from a topographic map and have
 RC1331.an estimated accuracy of +/- 6 seconds.
 RC1331
 RC1331.The orthometric height was determined by differential leveling
 RC1331.and adjusted in June 1991.
 RC1331
 RC1331.The geoid height was determined by GEOID03.
 RC1331
 RC1331.The dynamic height is computed by dividing the NAVD 88
 RC1331.geopotential number by the normal gravity value computed on the
 RC1331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1331.degrees latitude (g = 980.6199 gals.).
 RC1331
 RC1331.The modeled gravity was interpolated from observed gravity values.
 RC1331
 RC1331;                    North         East    Units  Estimated Accuracy
 RC1331;SPC OR N     -   164,800.    2,411,100.      MT  (+/- 180 meters Scaled)
 RC1331
 RC1331                          SUPERSEDED SURVEY CONTROL
 RC1331
 RC1331  NGVD 29 (??/??/92)  991.436  (m)         3252.74   (f) ADJ UNCH    2 0
 RC1331
 RC1331.Superseded values are not recommended for survey control.
 RC1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1331.See file dsdata.txt to determine how the superseded data were derived.
 RC1331
 RC1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ076998(NAD 83)
 RC1331_MARKER: DD = SURVEY DISK
 RC1331_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RC1331_SP_SET: CULVERT
 RC1331_STAMPING: 3251 26 C 3 14 1929
 RC1331_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC1331
 RC1331  HISTORY     - Date     Condition        Report By
 RC1331  HISTORY     - 1929     MONUMENTED       BPR
 RC1331  HISTORY     - 1942     GOOD             NGS
 RC1331  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 RC1331
 RC1331                          STATION DESCRIPTION
 RC1331
 RC1331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 RC1331'6.3 MI NW FROM BEAR SPRINGS.
 RC1331'6.3 MILES NORTHWEST ALONG THE WAPINITIA HIGHWAY (OREGON 50) FROM BEAR
 RC1331'SPRINGS, WASCO COUNTY, ABOUT 0.4 MILE SOUTHEAST OF THE BRIDGE OVER
 RC1331'CLEAR CREEK, AND IN THE EAST FACE OF A ROCK CULVERT OVER AN IRRIGATION
 RC1331'DITCH.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK, STAMPED
 RC1331'3251 26 C 3 14 1929 AND SET VERTICALLY.
 RC1331
 RC1331                          STATION RECOVERY (1985)
 RC1331
 RC1331'RECOVERY NOTE BY US POWER SQUADRON 1985
 RC1331'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1322 ***********************************************************************
 RC1322  DESIGNATION -  26 C 3 2 S
 RC1322  PID         -  RC1322
 RC1322  STATE/COUNTY-  OR/WASCO
 RC1322  USGS QUAD   -  WAPINITIA PASS (1996)
 RC1322
 RC1322                         *CURRENT SURVEY CONTROL
 RC1322  ___________________________________________________________________
 RC1322* NAD 83(1986)-  45 09 27.     (N)    121 39 42.     (W)     SCALED    
 RC1322* NAVD 88     -      1040.56   (+/-2cm)    3413.9    (feet)  VERTCON   
 RC1322  ___________________________________________________________________
 RC1322  GEOID HEIGHT-         -20.92  (meters)                     GEOID03
 RC1322  VERT ORDER  -  ? (See Below)
 RC1322
 RC1322.The horizontal coordinates were scaled from a topographic map and have
 RC1322.an estimated accuracy of +/- 6 seconds.
 RC1322
 RC1322.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC1322.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC1322.The vertical order pertains to the NGVD 29 superseded value.
 RC1322
 RC1322.The geoid height was determined by GEOID03.
 RC1322
 RC1322;                    North         East    Units  Estimated Accuracy
 RC1322;SPC OR N     -   166,320.    2,408,670.      MT  (+/- 180 meters Scaled)
 RC1322
 RC1322                          SUPERSEDED SURVEY CONTROL
 RC1322
 RC1322  NGVD 29 (??/??/92) 1039.450  (m)         3410.26   (f) ADJ UNCH    ?  
 RC1322
 RC1322.Superseded values are not recommended for survey control.
 RC1322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1322.See file dsdata.txt to determine how the superseded data were derived.
 RC1322
 RC1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR051013(NAD 83)
 RC1322_MARKER: DD = SURVEY DISK
 RC1322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC1322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC1322_STAMPING: 26 C 3 2 S 1929
 RC1322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1322+STABILITY: SURFACE MOTION
 RC1322
 RC1322  HISTORY     - Date     Condition        Report By
 RC1322  HISTORY     - 1929     MONUMENTED       BPR
 RC1322  HISTORY     - 1937     GOOD             NGS
 RC1322  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 RC1322
 RC1322                          STATION DESCRIPTION
 RC1322
 RC1322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 RC1322'8.1 MI NW FROM BEAR SPRINGS.
 RC1322'8.1 MILES NORTHWEST ALONG THE WAPINITIA HIGHWAY (OREGON 50) FROM BEAR
 RC1322'SPRINGS, WASCO COUNTY, ABOUT 1.4 MILES NORTHWEST OF THE BRIDGE OVER
 RC1322'CLEAR CREEK, AT SURVEY STATION 545+55, AND 28 FEET SOUTHWEST OF THE
 RC1322'CENTER LINE OF THE HIGHWAY.  A UNITED STATES BUREAU OF PUBLIC ROADS
 RC1322'STANDARD DISK, STAMPED 26 C 3 2 S 1929 AND SET IN THE TOP OF A
 RC1322'CONCRETE POST.
 RC1322
 RC1322                          STATION RECOVERY (1985)
 RC1322
 RC1322'RECOVERY NOTE BY US POWER SQUADRON 1985
 RC1322'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1324 ***********************************************************************
 RC1324  DESIGNATION -  26 C 3 3 N
 RC1324  PID         -  RC1324
 RC1324  STATE/COUNTY-  OR/WASCO
 RC1324  USGS QUAD   -  WAPINITIA PASS (1996)
 RC1324
 RC1324                         *CURRENT SURVEY CONTROL
 RC1324  ___________________________________________________________________
 RC1324* NAD 83(1986)-  45 09 22.     (N)    121 39 32.     (W)     SCALED    
 RC1324* NAVD 88     -      1034.54   (+/-2cm)    3394.2    (feet)  VERTCON   
 RC1324  ___________________________________________________________________
 RC1324  GEOID HEIGHT-         -20.92  (meters)                     GEOID03
 RC1324  VERT ORDER  -  ? (See Below)
 RC1324
 RC1324.The horizontal coordinates were scaled from a topographic map and have
 RC1324.an estimated accuracy of +/- 6 seconds.
 RC1324
 RC1324.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC1324.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC1324.The vertical order pertains to the NGVD 29 superseded value.
 RC1324
 RC1324.The geoid height was determined by GEOID03.
 RC1324
 RC1324;                    North         East    Units  Estimated Accuracy
 RC1324;SPC OR N     -   166,160.    2,408,890.      MT  (+/- 180 meters Scaled)
 RC1324
 RC1324                          SUPERSEDED SURVEY CONTROL
 RC1324
 RC1324  NGVD 29 (??/??/92) 1033.433  (m)         3390.52   (f) ADJ UNCH    ?  
 RC1324
 RC1324.Superseded values are not recommended for survey control.
 RC1324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1324.See file dsdata.txt to determine how the superseded data were derived.
 RC1324
 RC1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR054011(NAD 83)
 RC1324_MARKER: DD = SURVEY DISK
 RC1324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC1324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC1324_STAMPING: 26 C 3-3N 1929
 RC1324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1324+STABILITY: SURFACE MOTION
 RC1324
 RC1324  HISTORY     - Date     Condition        Report By
 RC1324  HISTORY     - 1929     MONUMENTED       BPR
 RC1324  HISTORY     - 1942     GOOD             NGS
 RC1324  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 RC1324
 RC1324                          STATION DESCRIPTION
 RC1324
 RC1324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 RC1324'8.0 MI N FROM BEAR SPRINGS.
 RC1324'ALONG OREGON STATE HIGHWAY NO. 50, 110 FEET EAST OF HIGHWAY STATION
 RC1324'MARKER 550 + 02.27, 33 FEET NORTH OF CENTER LINE OF HIGHWAY.
 RC1324
 RC1324                          STATION RECOVERY (1985)
 RC1324
 RC1324'RECOVERY NOTE BY US POWER SQUADRON 1985
 RC1324'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1325 ***********************************************************************
 RC1325  DESIGNATION -  26 C 3 4 S
 RC1325  PID         -  RC1325
 RC1325  STATE/COUNTY-  OR/WASCO
 RC1325  USGS QUAD   -  WAPINITIA PASS (1996)
 RC1325
 RC1325                         *CURRENT SURVEY CONTROL
 RC1325  ___________________________________________________________________
 RC1325* NAD 83(1986)-  45 09 24.     (N)    121 39 31.     (W)     SCALED    
 RC1325* NAVD 88     -      1031.86   (+/-2cm)    3385.4    (feet)  VERTCON   
 RC1325  ___________________________________________________________________
 RC1325  GEOID HEIGHT-         -20.92  (meters)                     GEOID03
 RC1325  VERT ORDER  -  ? (See Below)
 RC1325
 RC1325.The horizontal coordinates were scaled from a topographic map and have
 RC1325.an estimated accuracy of +/- 6 seconds.
 RC1325
 RC1325.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC1325.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC1325.The vertical order pertains to the NGVD 29 superseded value.
 RC1325
 RC1325.The geoid height was determined by GEOID03.
 RC1325
 RC1325;                    North         East    Units  Estimated Accuracy
 RC1325;SPC OR N     -   166,220.    2,408,910.      MT  (+/- 180 meters Scaled)
 RC1325
 RC1325                          SUPERSEDED SURVEY CONTROL
 RC1325
 RC1325  NGVD 29 (??/??/92) 1030.750  (m)         3381.72   (f) ADJ UNCH    ?  
 RC1325
 RC1325.Superseded values are not recommended for survey control.
 RC1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1325.See file dsdata.txt to determine how the superseded data were derived.
 RC1325
 RC1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR054012(NAD 83)
 RC1325_MARKER: DD = SURVEY DISK
 RC1325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC1325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC1325_STAMPING: 26 C 3 4 S 1929
 RC1325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1325+STABILITY: SURFACE MOTION
 RC1325
 RC1325  HISTORY     - Date     Condition        Report By
 RC1325  HISTORY     - 1929     MONUMENTED       BPR
 RC1325  HISTORY     - 1937     GOOD             ORDT
 RC1325  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 RC1325
 RC1325                          STATION DESCRIPTION
 RC1325
 RC1325'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1937
 RC1325'8.0 MI NW FROM BEAR SPRINGS.
 RC1325'8.0 MILES NORTHWEST ALONG THE WAPINITIA HIGHWAY (OREGON 50) FROM BEAR
 RC1325'SPRINGS, WASCO COUNTY, ABOUT 1.3 MILES NORTHWEST OF THE BRIDGE OVER
 RC1325'CLEAR CREEK, AT SURVEY STATION 551+20, AND 34 FEET SOUTHWEST OF THE
 RC1325'CENTER LINE OF THE HIGHWAY.  A UNITED STATES BUREAU OF PUBLIC ROADS
 RC1325'STANDARD DISK, STAMPED 26 C 3 4 S 1929 AND SET IN THE TOP OF A
 RC1325'CONCRETE POST.
 RC1325
 RC1325                          STATION RECOVERY (1985)
 RC1325
 RC1325'RECOVERY NOTE BY US POWER SQUADRON 1985
 RC1325'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1327 ***********************************************************************
 RC1327  DESIGNATION -  26 C 3 6 S
 RC1327  PID         -  RC1327
 RC1327  STATE/COUNTY-  OR/WASCO
 RC1327  USGS QUAD   -  WAPINITIA PASS (1996)
 RC1327
 RC1327                         *CURRENT SURVEY CONTROL
 RC1327  ___________________________________________________________________
 RC1327* NAD 83(1986)-  45 09 12.     (N)    121 38 44.     (W)     SCALED    
 RC1327* NAVD 88     -       990.406  (meters)    3249.36   (feet)  ADJUSTED  
 RC1327  ___________________________________________________________________
 RC1327  GEOID HEIGHT-         -20.92  (meters)                     GEOID03
 RC1327  DYNAMIC HT  -         990.164 (meters)    3248.56  (feet)  COMP
 RC1327  MODELED GRAV-     980,337.7   (mgal)                       NAVD 88
 RC1327
 RC1327  VERT ORDER  -  SECOND    CLASS 0
 RC1327
 RC1327.The horizontal coordinates were scaled from a topographic map and have
 RC1327.an estimated accuracy of +/- 6 seconds.
 RC1327
 RC1327.The orthometric height was determined by differential leveling
 RC1327.and adjusted in June 1991.
 RC1327
 RC1327.The geoid height was determined by GEOID03.
 RC1327
 RC1327.The dynamic height is computed by dividing the NAVD 88
 RC1327.geopotential number by the normal gravity value computed on the
 RC1327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1327.degrees latitude (g = 980.6199 gals.).
 RC1327
 RC1327.The modeled gravity was interpolated from observed gravity values.
 RC1327
 RC1327;                    North         East    Units  Estimated Accuracy
 RC1327;SPC OR N     -   165,840.    2,409,930.      MT  (+/- 180 meters Scaled)
 RC1327
 RC1327                          SUPERSEDED SURVEY CONTROL
 RC1327
 RC1327  NGVD 29 (??/??/92)  989.302  (m)         3245.74   (f) ADJ UNCH    2 0
 RC1327
 RC1327.Superseded values are not recommended for survey control.
 RC1327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1327.See file dsdata.txt to determine how the superseded data were derived.
 RC1327
 RC1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR064008(NAD 83)
 RC1327_MARKER: DD = SURVEY DISK
 RC1327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC1327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC1327_STAMPING: 3244 26 C 3 6 S 1929
 RC1327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1327+STABILITY: SURFACE MOTION
 RC1327
 RC1327  HISTORY     - Date     Condition        Report By
 RC1327  HISTORY     - 1929     MONUMENTED       BPR
 RC1327  HISTORY     - 1937     GOOD             ORDT
 RC1327  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 RC1327
 RC1327                          STATION DESCRIPTION
 RC1327
 RC1327'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1937
 RC1327'7.4 MI NW FROM BEAR SPRINGS.
 RC1327'7.4 MILES NORTHWEST ALONG THE WAPINITIA HIGHWAY (OREGON 50) FROM BEAR
 RC1327'SPRINGS, WASCO COUNTY, ABOUT 0.7 MILE NORTHWEST OF THE BRIDGE OVER
 RC1327'CLEAR CREEK, AT SURVEY STATION 581+05, AT THE SOUTHEAST END OF A
 RC1327'TANGENT, AND 42 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY.  A
 RC1327'UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK, STAMPED 3244 26 C
 RC1327'3 6 S 1929 AND SET IN THE TOP OF A CONCRETE POST.
 RC1327
 RC1327                          STATION RECOVERY (1985)
 RC1327
 RC1327'RECOVERY NOTE BY US POWER SQUADRON 1985
 RC1327'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1329 ***********************************************************************
 RC1329  DESIGNATION -  26 C 3 7 N
 RC1329  PID         -  RC1329
 RC1329  STATE/COUNTY-  OR/WASCO
 RC1329  USGS QUAD   -  WAPINITIA PASS (1996)
 RC1329
 RC1329                         *CURRENT SURVEY CONTROL
 RC1329  ___________________________________________________________________
 RC1329* NAD 83(1986)-  45 09 04.     (N)    121 38 35.     (W)     SCALED    
 RC1329* NAVD 88     -       982.77   (+/-2cm)    3224.3    (feet)  VERTCON   
 RC1329  ___________________________________________________________________
 RC1329  GEOID HEIGHT-         -20.92  (meters)                     GEOID03
 RC1329  VERT ORDER  -  ? (See Below)
 RC1329
 RC1329.The horizontal coordinates were scaled from a topographic map and have
 RC1329.an estimated accuracy of +/- 6 seconds.
 RC1329
 RC1329.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC1329.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC1329.The vertical order pertains to the NGVD 29 superseded value.
 RC1329
 RC1329.The geoid height was determined by GEOID03.
 RC1329
 RC1329;                    North         East    Units  Estimated Accuracy
 RC1329;SPC OR N     -   165,590.    2,410,120.      MT  (+/- 180 meters Scaled)
 RC1329
 RC1329                          SUPERSEDED SURVEY CONTROL
 RC1329
 RC1329  NGVD 29 (??/??/92)  981.671  (m)         3220.70   (f) ADJ UNCH    ?  
 RC1329
 RC1329.Superseded values are not recommended for survey control.
 RC1329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1329.See file dsdata.txt to determine how the superseded data were derived.
 RC1329
 RC1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR066006(NAD 83)
 RC1329_MARKER: DD = SURVEY DISK
 RC1329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC1329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC1329_STAMPING: 26 C 3 7 N 1929
 RC1329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1329+STABILITY: SURFACE MOTION
 RC1329
 RC1329  HISTORY     - Date     Condition        Report By
 RC1329  HISTORY     - 1929     MONUMENTED       BPR
 RC1329  HISTORY     - 1937     GOOD             ORDT
 RC1329  HISTORY     - 1955     MARK NOT FOUND   USGS
 RC1329  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 RC1329
 RC1329                          STATION DESCRIPTION
 RC1329
 RC1329'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1937
 RC1329'7.2 MI NW FROM BEAR SPRINGS.
 RC1329'7.2 MILES NORTHWEST ALONG THE WAPINITIA HIGHWAY (OREGON 50) FROM BEAR
 RC1329'SPRINGS, WASCO COUNTY, ABOUT 0.5 MILE NORTHWEST OF THE BRIDGE OVER
 RC1329'CLEAR CREEK, AT SURVEY STATION 592+50, ABOUT 100 FEET NORTHWEST OF A
 RC1329'CREEK CROSSING THE HIGHWAY, AND 24 FEET NORTHEAST OF THE CENTER LINE
 RC1329'OF THE HIGHWAY.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK,
 RC1329'STAMPED 26 C 3 7 N 1929 AND SET IN THE TOP OF A CONCRETE POST.
 RC1329
 RC1329                          STATION RECOVERY (1955)
 RC1329
 RC1329'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 RC1329'MARK NOT FOUND.
 RC1329
 RC1329                          STATION RECOVERY (1985)
 RC1329
 RC1329'RECOVERY NOTE BY US POWER SQUADRON 1985
 RC1329'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1328 ***********************************************************************
 RC1328  DESIGNATION -  26 C 3 8 S
 RC1328  PID         -  RC1328
 RC1328  STATE/COUNTY-  OR/WASCO
 RC1328  USGS QUAD   -  WAPINITIA PASS (1996)
 RC1328
 RC1328                         *CURRENT SURVEY CONTROL
 RC1328  ___________________________________________________________________
 RC1328* NAD 83(1986)-  45 09 04.     (N)    121 38 35.     (W)     SCALED    
 RC1328* NAVD 88     -       985.46   (+/-2cm)    3233.1    (feet)  VERTCON   
 RC1328  ___________________________________________________________________
 RC1328  GEOID HEIGHT-         -20.92  (meters)                     GEOID03
 RC1328  VERT ORDER  -  ? (See Below)
 RC1328
 RC1328.The horizontal coordinates were scaled from a topographic map and have
 RC1328.an estimated accuracy of +/- 6 seconds.
 RC1328
 RC1328.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC1328.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC1328.The vertical order pertains to the NGVD 29 superseded value.
 RC1328
 RC1328.The geoid height was determined by GEOID03.
 RC1328
 RC1328;                    North         East    Units  Estimated Accuracy
 RC1328;SPC OR N     -   165,590.    2,410,120.      MT  (+/- 180 meters Scaled)
 RC1328
 RC1328                          SUPERSEDED SURVEY CONTROL
 RC1328
 RC1328  NGVD 29 (??/??/92)  984.359  (m)         3229.52   (f) ADJ UNCH    ?  
 RC1328
 RC1328.Superseded values are not recommended for survey control.
 RC1328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1328.See file dsdata.txt to determine how the superseded data were derived.
 RC1328
 RC1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR066006(NAD 83)
 RC1328_MARKER: DD = SURVEY DISK
 RC1328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC1328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC1328_STAMPING: 26 C 3 8 S 1929
 RC1328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1328+STABILITY: SURFACE MOTION
 RC1328
 RC1328  HISTORY     - Date     Condition        Report By
 RC1328  HISTORY     - 1929     MONUMENTED       BPR
 RC1328  HISTORY     - 1937     GOOD             ORDT
 RC1328  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 RC1328
 RC1328                          STATION DESCRIPTION
 RC1328
 RC1328'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1937
 RC1328'7.2 MI NW FROM BEAR SPRINGS.
 RC1328'7.2 MILES NORTHWEST ALONG THE WAPINITIA HIGHWAY (OREGON 50) FROM BEAR
 RC1328'SPRINGS, WASCO COUNTY, ABOUT 0.5 MILE NORTHWEST OF THE BRIDGE OVER
 RC1328'CLEAR CREEK, AT SURVEY STATION 592+50, ABOUT 100 FEET NORTHWEST OF A
 RC1328'CREEK CROSSING THE HIGHWAY, AND 44 FEET SOUTHWEST OF THE CENTER LINE
 RC1328'OF THE HIGHWAY.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK,
 RC1328'STAMPED 26 C 3 8 S 1929 AND SET IN THE TOP OF A CONCRETE POST.
 RC1328
 RC1328                          STATION RECOVERY (1985)
 RC1328
 RC1328'RECOVERY NOTE BY US POWER SQUADRON 1985
 RC1328'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1330 ***********************************************************************
 RC1330  DESIGNATION -  26 C 3 9
 RC1330  PID         -  RC1330
 RC1330  STATE/COUNTY-  OR/WASCO
 RC1330  USGS QUAD   -  WAPINITIA PASS (1996)
 RC1330
 RC1330                         *CURRENT SURVEY CONTROL
 RC1330  ___________________________________________________________________
 RC1330* NAD 83(1986)-  45 08 54.     (N)    121 38 06.     (W)     SCALED    
 RC1330* NAVD 88     -       973.058  (meters)    3192.44   (feet)  ADJUSTED  
 RC1330  ___________________________________________________________________
 RC1330  GEOID HEIGHT-         -20.92  (meters)                     GEOID03
 RC1330  DYNAMIC HT  -         972.821 (meters)    3191.66  (feet)  COMP
 RC1330  MODELED GRAV-     980,338.9   (mgal)                       NAVD 88
 RC1330
 RC1330  VERT ORDER  -  SECOND    CLASS 0
 RC1330
 RC1330.The horizontal coordinates were scaled from a topographic map and have
 RC1330.an estimated accuracy of +/- 6 seconds.
 RC1330
 RC1330.The orthometric height was determined by differential leveling
 RC1330.and adjusted in June 1991.
 RC1330
 RC1330.The geoid height was determined by GEOID03.
 RC1330
 RC1330.The dynamic height is computed by dividing the NAVD 88
 RC1330.geopotential number by the normal gravity value computed on the
 RC1330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1330.degrees latitude (g = 980.6199 gals.).
 RC1330
 RC1330.The modeled gravity was interpolated from observed gravity values.
 RC1330
 RC1330;                    North         East    Units  Estimated Accuracy
 RC1330;SPC OR N     -   165,270.    2,410,750.      MT  (+/- 180 meters Scaled)
 RC1330
 RC1330                          SUPERSEDED SURVEY CONTROL
 RC1330
 RC1330  NGVD 29 (??/??/92)  971.955  (m)         3188.82   (f) ADJ UNCH    2 0
 RC1330
 RC1330.Superseded values are not recommended for survey control.
 RC1330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1330.See file dsdata.txt to determine how the superseded data were derived.
 RC1330
 RC1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR073003(NAD 83)
 RC1330_MARKER: DD = SURVEY DISK
 RC1330_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RC1330_SP_SET: BRIDGE
 RC1330_STAMPING: 3187 26 C 3 9 1929
 RC1330_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RC1330
 RC1330  HISTORY     - Date     Condition        Report By
 RC1330  HISTORY     - 1929     MONUMENTED       BPR
 RC1330  HISTORY     - 1937     GOOD             ORDT
 RC1330  HISTORY     - 1985     GOOD             USPSQD
 RC1330
 RC1330                          STATION DESCRIPTION
 RC1330
 RC1330'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1937
 RC1330'6.7 MI NW FROM BEAR SPRINGS.
 RC1330'6.7 MILES NORTHWEST ALONG THE WAPINITIA HIGHWAY (OREGON 50) FROM BEAR
 RC1330'SPRINGS, WASCO COUNTY, AT THE CONCRETE BRIDGE OVER CLEAR CREEK, AT
 RC1330'SURVEY STATION 619+05, AND IN THE CURB AT THE EAST CORNER OF THE
 RC1330'BRIDGE.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK, STAMPED
 RC1330'3187 26 C 3 9 1929.
 RC1330
 RC1330                          STATION RECOVERY (1985)
 RC1330
 RC1330'RECOVERY NOTE BY US POWER SQUADRON 1985
 RC1330'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0766 ***********************************************************************
 PA0766  DESIGNATION -  26 FMK
 PA0766  PID         -  PA0766
 PA0766  STATE/COUNTY-  OR/HARNEY
 PA0766  USGS QUAD   -  JACKASS BUTTE (1967)
 PA0766
 PA0766                         *CURRENT SURVEY CONTROL
 PA0766  ___________________________________________________________________
 PA0766* NAD 83(1986)-  43 03 41.     (N)    118 56 46.     (W)     SCALED    
 PA0766* NAVD 88     -      1491.680  (meters)    4893.95   (feet)  ADJUSTED  
 PA0766  ___________________________________________________________________
 PA0766  GEOID HEIGHT-         -19.21  (meters)                     GEOID03
 PA0766  DYNAMIC HT  -        1490.873 (meters)    4891.31  (feet)  COMP
 PA0766  MODELED GRAV-     980,026.2   (mgal)                       NAVD 88
 PA0766
 PA0766  VERT ORDER  -  SECOND    CLASS 0
 PA0766
 PA0766.The horizontal coordinates were scaled from a topographic map and have
 PA0766.an estimated accuracy of +/- 6 seconds.
 PA0766
 PA0766.The orthometric height was determined by differential leveling
 PA0766.and adjusted in August 1995.
 PA0766
 PA0766.The geoid height was determined by GEOID03.
 PA0766
 PA0766.The dynamic height is computed by dividing the NAVD 88
 PA0766.geopotential number by the normal gravity value computed on the
 PA0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0766.degrees latitude (g = 980.6199 gals.).
 PA0766
 PA0766.The modeled gravity was interpolated from observed gravity values.
 PA0766
 PA0766;                    North         East    Units  Estimated Accuracy
 PA0766;SPC OR S     -   156,100.    1,626,560.      MT  (+/- 180 meters Scaled)
 PA0766
 PA0766                          SUPERSEDED SURVEY CONTROL
 PA0766
 PA0766.No superseded survey control is available for this station.
 PA0766
 PA0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH415694(NAD 83)
 PA0766_MARKER: DB = BENCH MARK DISK
 PA0766_SETTING: 66 = SET IN ROCK OUTCROP
 PA0766_SP_SET: ROCK OUTCROP
 PA0766_STAMPING: 26 FMK 1970 4890
 PA0766_MARK LOGO: USGS  
 PA0766_MAGNETIC: N = NO MAGNETIC MATERIAL
 PA0766_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PA0766+STABILITY: POSITION/ELEVATION WELL
 PA0766_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PA0766+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2008
 PA0766
 PA0766  HISTORY     - Date     Condition        Report By
 PA0766  HISTORY     - 1970     MONUMENTED       USGS
 PA0766  HISTORY     - 20081030 GOOD             INDIV
 PA0766
 PA0766                          STATION DESCRIPTION
 PA0766
 PA0766'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 PA0766'FROM THE BRIDGE OVER THE NARROWS, PROCEED 12.2 MILES SOUTH ALONG
 PA0766'STATE HIGHWAY 205, THENCE 5.0 MILES SOUTHWEST ALONG THE ROAD TO
 PA0766'FOSTER LAKE AND PLUSH, AT THE TOP OF A GRADE AND THE MIDDLE OF A
 PA0766'CURVE, 35 FEET EAST OF THE CENTERLINE OF THE ROAD, 3.6 FEET NORTH OF
 PA0766'A WITNESS POST.
 PA0766
 PA0766                          STATION RECOVERY (2008)
 PA0766
 PA0766'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008
 PA0766'TURN RIGHT AT MILEPOST 34.5 ON STATE HIGHWAY 205, THENCE 5.0 MILES
 PA0766'SOUTHWEST ALONG COUNTY ROAD 411, JACK MOUNTAIN ROAD (THE ROAD TO
 PA0766'FOSTER LAKE AND PLUSH) . . .
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2708 ***********************************************************************
 QE2708  DESIGNATION -  26 KJO
 QE2708  PID         -  QE2708
 QE2708  STATE/COUNTY-  OR/LINCOLN
 QE2708  USGS QUAD   -  TOLEDO SOUTH (1984)
 QE2708
 QE2708                         *CURRENT SURVEY CONTROL
 QE2708  ___________________________________________________________________
 QE2708* NAD 83(1986)-  44 31 55.     (N)    123 55 38.     (W)     SCALED    
 QE2708* NAVD 88     -       180.096  (meters)     590.87   (feet)  ADJUSTED  
 QE2708  ___________________________________________________________________
 QE2708  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 QE2708  DYNAMIC HT  -         180.086 (meters)     590.83  (feet)  COMP
 QE2708  MODELED GRAV-     980,560.4   (mgal)                       NAVD 88
 QE2708
 QE2708  VERT ORDER  -  SECOND    CLASS I
 QE2708
 QE2708.The horizontal coordinates were scaled from a topographic map and have
 QE2708.an estimated accuracy of +/- 6 seconds.
 QE2708
 QE2708.The orthometric height was determined by differential leveling
 QE2708.and adjusted in August 1995.
 QE2708
 QE2708.The geoid height was determined by GEOID03.
 QE2708
 QE2708.The dynamic height is computed by dividing the NAVD 88
 QE2708.geopotential number by the normal gravity value computed on the
 QE2708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE2708.degrees latitude (g = 980.6199 gals.).
 QE2708
 QE2708.The modeled gravity was interpolated from observed gravity values.
 QE2708
 QE2708;                    North         East    Units  Estimated Accuracy
 QE2708;SPC OR N     -   101,930.    2,227,680.      MT  (+/- 180 meters Scaled)
 QE2708
 QE2708                          SUPERSEDED SURVEY CONTROL
 QE2708
 QE2708.No superseded survey control is available for this station.
 QE2708
 QE2708_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ263313(NAD 83)
 QE2708_MARKER: DB = BENCH MARK DISK
 QE2708_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QE2708_SP_SET: COPPER-CLAD STEEL ROD
 QE2708_STAMPING: 26 KJO 1979 588
 QE2708_MARK LOGO: USGS  
 QE2708_PROJECTION: PROJECTING 8 CENTIMETERS
 QE2708_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE2708_ROD/PIPE-DEPTH: 10.1 meters
 QE2708
 QE2708  HISTORY     - Date     Condition        Report By
 QE2708  HISTORY     - 1979     MONUMENTED       USGS
 QE2708
 QE2708                          STATION DESCRIPTION
 QE2708
 QE2708'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 QE2708'18.0 KM (11.20 MI) EAST FROM ONA BEACH STATE PARK.
 QE2708'ONA BEACH STATE PARK, 11.21 MI EAST OF.  AT TURNOUT, 128 FT W OF RD
 QE2708'JCT, 19 FT SW OF CENTERLINE OF RD.
 QE2708'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0437 ***********************************************************************
 QC0437  DESIGNATION -  26 KK
 QC0437  PID         -  QC0437
 QC0437  STATE/COUNTY-  OR/WHEELER
 QC0437  USGS QUAD   -  DERR MEADOWS (1992)
 QC0437
 QC0437                         *CURRENT SURVEY CONTROL
 QC0437  ___________________________________________________________________
 QC0437* NAD 83(1986)-  44 29 45.     (N)    119 56 48.     (W)     SCALED    
 QC0437* NAVD 88     -      1337.350  (meters)    4387.62   (feet)  ADJUSTED  
 QC0437  ___________________________________________________________________
 QC0437  GEOID HEIGHT-         -19.07  (meters)                     GEOID03
 QC0437  DYNAMIC HT  -        1336.823 (meters)    4385.89  (feet)  COMP
 QC0437  MODELED GRAV-     980,177.1   (mgal)                       NAVD 88
 QC0437
 QC0437  VERT ORDER  -  SECOND    CLASS 0
 QC0437
 QC0437.The horizontal coordinates were scaled from a topographic map and have
 QC0437.an estimated accuracy of +/- 6 seconds.
 QC0437
 QC0437.The orthometric height was determined by differential leveling
 QC0437.and adjusted in June 1991.
 QC0437
 QC0437.The geoid height was determined by GEOID03.
 QC0437
 QC0437.The dynamic height is computed by dividing the NAVD 88
 QC0437.geopotential number by the normal gravity value computed on the
 QC0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0437.degrees latitude (g = 980.6199 gals.).
 QC0437
 QC0437.The modeled gravity was interpolated from observed gravity values.
 QC0437
 QC0437;                    North         East    Units  Estimated Accuracy
 QC0437;SPC OR N     -    92,290.    2,544,010.      MT  (+/- 180 meters Scaled)
 QC0437
 QC0437                          SUPERSEDED SURVEY CONTROL
 QC0437
 QC0437  NGVD 29 (??/??/92) 1336.104  (m)         4383.53   (f) ADJ UNCH    2 0
 QC0437
 QC0437.Superseded values are not recommended for survey control.
 QC0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0437.See file dsdata.txt to determine how the superseded data were derived.
 QC0437
 QC0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKK657311(NAD 83)
 QC0437_MARKER: DB = BENCH MARK DISK
 QC0437_SETTING: 66 = SET IN ROCK OUTCROP
 QC0437_SP_SET: ROCK OUTCROP
 QC0437_STAMPING: 26 KK 4384 1947
 QC0437_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QC0437+STABILITY: POSITION/ELEVATION WELL
 QC0437
 QC0437  HISTORY     - Date     Condition        Report By
 QC0437  HISTORY     - 1947     MONUMENTED       CGS
 QC0437  HISTORY     - 1949     GOOD             NGS
 QC0437
 QC0437                          STATION DESCRIPTION
 QC0437
 QC0437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 QC0437'5.8 MI N FROM DERR G.S..
 QC0437'5.8 MILES NORTH ALONG A FOREST SERVICE ROAD FROM DERR GUARD STATION,
 QC0437'AT AT Y JUNCTION OF A ROAD LEADING WEST, IN THE TOP OF A ROCK OUTCROP,
 QC0437'100 FEET SOUTHEAST OF A REFERENCE MARK 4378.7, 25 FEET NORTHEAST OF
 QC0437'THE CENTERLINE OF THE ROAD, 18 FEET SOUTH OF AN 8 INCH PINE TREE, AND
 QC0437'ABOUT 2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0342 ***********************************************************************
 NX0342  DESIGNATION -  26 LRC
 NX0342  PID         -  NX0342
 NX0342  STATE/COUNTY-  OR/HARNEY
 NX0342  USGS QUAD   -  RED BANK LAKES (1971)
 NX0342
 NX0342                         *CURRENT SURVEY CONTROL
 NX0342  ___________________________________________________________________
 NX0342* NAD 83(1986)-  42 58 24.     (N)    119 43 57.     (W)     SCALED    
 NX0342* NAVD 88     -      1391.942  (meters)    4566.73   (feet)  ADJUSTED  
 NX0342  ___________________________________________________________________
 NX0342  GEOID HEIGHT-         -19.82  (meters)                     GEOID03
 NX0342  DYNAMIC HT  -        1391.145 (meters)    4564.11  (feet)  COMP
 NX0342  MODELED GRAV-     979,999.6   (mgal)                       NAVD 88
 NX0342
 NX0342  VERT ORDER  -  SECOND    CLASS 0
 NX0342
 NX0342.The horizontal coordinates were scaled from a topographic map and have
 NX0342.an estimated accuracy of +/- 6 seconds.
 NX0342
 NX0342.The orthometric height was determined by differential leveling
 NX0342.and adjusted in August 1995.
 NX0342
 NX0342.The geoid height was determined by GEOID03.
 NX0342
 NX0342.The dynamic height is computed by dividing the NAVD 88
 NX0342.geopotential number by the normal gravity value computed on the
 NX0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0342.degrees latitude (g = 980.6199 gals.).
 NX0342
 NX0342.The modeled gravity was interpolated from observed gravity values.
 NX0342
 NX0342;                    North         East    Units  Estimated Accuracy
 NX0342;SPC OR S     -   145,430.    1,562,600.      MT  (+/- 180 meters Scaled)
 NX0342
 NX0342                          SUPERSEDED SURVEY CONTROL
 NX0342
 NX0342.No superseded survey control is available for this station.
 NX0342
 NX0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKH771614(NAD 83)
 NX0342_MARKER: DB = BENCH MARK DISK
 NX0342_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NX0342+WITH SETTING: INFORMATION.
 NX0342_SP_SET: METAL ROD DRIVEN INTO GROUND
 NX0342_STAMPING: 26 LRC 1970 4563
 NX0342_MARK LOGO: USGS  
 NX0342_MAGNETIC: I = MARKER IS A STEEL ROD
 NX0342_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NX0342
 NX0342  HISTORY     - Date     Condition        Report By
 NX0342  HISTORY     - 1970     MONUMENTED       USGS
 NX0342
 NX0342                          STATION DESCRIPTION
 NX0342
 NX0342'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NX0342'FROM WAGONTIRE, OREGON, PROCEED 4.5 MILES SOUTHWEST ALONG U S HIGHWAY
 NX0342'395 TO DRY VALLEY ROAD, THENCE 22.0 MILES SOUTH ALONG DRY VALLEY
 NX0342'ROAD, TO A Y-TRACK ROAD (LOW ROAD TO A CORRAL, UPPER ROAD PAST A LINE
 NX0342'SHACK), 0.2 MILE NORTH OF A CORRAL AND AN OLD DRILL RIG, 100 FEET
 NX0342'SOUTH OF A Y-ROAD FORK, 35 FEET EAST OF THE CENTERLINE OF THE RIGHT
 NX0342'FORK, 32 FEET WEST OF THE CENTERLINE OF THE LEFT FORK, 2 FEET SOUTH
 NX0342'OF A WITNESS POST.  THE ROD DEPTH IS UNKNOWN AND FLUSH WITH THE
 NX0342'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0074 ***********************************************************************
 NZ0074  DESIGNATION -  26 M
 NZ0074  PID         -  NZ0074
 NZ0074  STATE/COUNTY-  OR/JACKSON
 NZ0074  USGS QUAD   -  WHETSTONE POINT (1989)
 NZ0074
 NZ0074                         *CURRENT SURVEY CONTROL
 NZ0074  ___________________________________________________________________
 NZ0074* NAD 83(1986)-  42 51 45.     (N)    122 30 21.     (W)     SCALED    
 NZ0074* NAVD 88     -       904.344  (meters)    2967.00   (feet)  ADJUSTED  
 NZ0074  ___________________________________________________________________
 NZ0074  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 NZ0074  DYNAMIC HT  -         903.917 (meters)    2965.60  (feet)  COMP
 NZ0074  MODELED GRAV-     980,118.5   (mgal)                       NAVD 88
 NZ0074
 NZ0074  VERT ORDER  -  SECOND    CLASS 0
 NZ0074
 NZ0074.The horizontal coordinates were scaled from a topographic map and have
 NZ0074.an estimated accuracy of +/- 6 seconds.
 NZ0074
 NZ0074.The orthometric height was determined by differential leveling
 NZ0074.and adjusted in June 1991.
 NZ0074
 NZ0074.The geoid height was determined by GEOID03.
 NZ0074
 NZ0074.The dynamic height is computed by dividing the NAVD 88
 NZ0074.geopotential number by the normal gravity value computed on the
 NZ0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0074.degrees latitude (g = 980.6199 gals.).
 NZ0074
 NZ0074.The modeled gravity was interpolated from observed gravity values.
 NZ0074
 NZ0074;                    North         East    Units  Estimated Accuracy
 NZ0074;SPC OR S     -   134,800.    1,336,110.      MT  (+/- 180 meters Scaled)
 NZ0074
 NZ0074                          SUPERSEDED SURVEY CONTROL
 NZ0074
 NZ0074  NGVD 29 (??/??/92)  903.170  (m)         2963.15   (f) ADJ UNCH    2 0
 NZ0074
 NZ0074.Superseded values are not recommended for survey control.
 NZ0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0074.See file dsdata.txt to determine how the superseded data were derived.
 NZ0074
 NZ0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN403456(NAD 83)
 NZ0074_MARKER: DD = SURVEY DISK
 NZ0074_SETTING: 66 = SET IN ROCK OUTCROP
 NZ0074_SP_SET: ROCK OUTCROP
 NZ0074_STAMPING: 26 M 2962 1944
 NZ0074_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NZ0074+STABILITY: POSITION/ELEVATION WELL
 NZ0074
 NZ0074  HISTORY     - Date     Condition        Report By
 NZ0074  HISTORY     - 1944     MONUMENTED       USGS
 NZ0074  HISTORY     - 1967     GOOD             NGS
 NZ0074
 NZ0074                          STATION DESCRIPTION
 NZ0074
 NZ0074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 NZ0074'5.95 MI SW FROM UNION CREEK RANGER STATION.
 NZ0074'4.25 MILES SOUTH ALONG STATE HIGHWAY 62 FROM THE UNION CREEK RANGER
 NZ0074'STATION TO THE JUNCTION WITH FOREST SERVICE ROAD 318, THENCE NORTHWEST
 NZ0074'ON FOREST SERVICE ROAD 318 FOR 1.7 MILES TO THE BRIDGE OVER THE ROGUE
 NZ0074'RIVER AND THE BENCH MARK ON THE LEFT IN A LARGE ROCK OUTCROP, 34 FEET
 NZ0074'SOUTHWEST OF THE CENTER OF THE BRIDGE AND 11 FEET LOWER THAN THE
 NZ0074'BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0876 ***********************************************************************
 PB0876  DESIGNATION -  26 PSM
 PB0876  PID         -  PB0876
 PB0876  STATE/COUNTY-  OR/DESCHUTES
 PB0876  USGS QUAD   -  MILLICAN SE (1981)
 PB0876
 PB0876                         *CURRENT SURVEY CONTROL
 PB0876  ___________________________________________________________________
 PB0876* NAD 83(1986)-  43 48 36.     (N)    120 46 49.     (W)     SCALED    
 PB0876* NAVD 88     -      1355.916  (meters)    4448.53   (feet)  ADJUSTED  
 PB0876  ___________________________________________________________________
 PB0876  GEOID HEIGHT-         -20.12  (meters)                     GEOID03
 PB0876  DYNAMIC HT  -        1355.264 (meters)    4446.40  (feet)  COMP
 PB0876  MODELED GRAV-     980,091.4   (mgal)                       NAVD 88
 PB0876
 PB0876  VERT ORDER  -  THIRD
 PB0876
 PB0876.The horizontal coordinates were scaled from a topographic map and have
 PB0876.an estimated accuracy of +/- 6 seconds.
 PB0876
 PB0876.The orthometric height was determined by differential leveling
 PB0876.and adjusted in August 1995.
 PB0876
 PB0876.The geoid height was determined by GEOID03.
 PB0876
 PB0876.The dynamic height is computed by dividing the NAVD 88
 PB0876.geopotential number by the normal gravity value computed on the
 PB0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0876.degrees latitude (g = 980.6199 gals.).
 PB0876
 PB0876.The modeled gravity was interpolated from observed gravity values.
 PB0876
 PB0876;                    North         East    Units  Estimated Accuracy
 PB0876;SPC OR S     -   238,130.    1,477,450.      MT  (+/- 180 meters Scaled)
 PB0876
 PB0876                          SUPERSEDED SURVEY CONTROL
 PB0876
 PB0876.No superseded survey control is available for this station.
 PB0876
 PB0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP785531(NAD 83)
 PB0876_MARKER: DB = BENCH MARK DISK
 PB0876_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PB0876_SP_SET: COPPER-CLAD STEEL ROD
 PB0876_STAMPING: 26 PSM 1978 4445
 PB0876_MARK LOGO: USGS  
 PB0876_PROJECTION: PROJECTING 8 CENTIMETERS
 PB0876_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PB0876_ROD/PIPE-DEPTH: 3.66 meters
 PB0876
 PB0876  HISTORY     - Date     Condition        Report By
 PB0876  HISTORY     - 1978     MONUMENTED       USGS
 PB0876
 PB0876                          STATION DESCRIPTION
 PB0876
 PB0876'DESCRIBED BY US GEOLOGICAL SURVEY 1978
 PB0876'19.5 KM (12.10 MI) SE FROM MILLICAN.
 PB0876'MILLICAN, 8.2 MI ESE OF, ALONG US HWY 20 TO T-RD, THENCE 3.9 MI S
 PB0876'ALONG GRAVEL RD.  IN SEC 26 T20S R16E, 42 FT E OF RD, 3 FT E OF
 PB0876'CAIRN, 2 FT W OF POWERPOLE L 151 WITH WITNESS SIGN, ROD DRIVEN TO
 PB0876'REFUSAL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0678 ***********************************************************************
 NW0678  DESIGNATION -  26 RTV
 NW0678  PID         -  NW0678
 NW0678  STATE/COUNTY-  OR/MALHEUR
 NW0678  USGS QUAD   -  GRASSHOPPER FLAT NORTH (1982)
 NW0678
 NW0678                         *CURRENT SURVEY CONTROL
 NW0678  ___________________________________________________________________
 NW0678* NAD 83(1986)-  42 20 24.     (N)    117 30 21.     (W)     SCALED    
 NW0678* NAVD 88     -      1670.657  (meters)    5481.15   (feet)  ADJUSTED  
 NW0678  ___________________________________________________________________
 NW0678  GEOID HEIGHT-         -17.85  (meters)                     GEOID03
 NW0678  DYNAMIC HT  -        1669.542 (meters)    5477.49  (feet)  COMP
 NW0678  MODELED GRAV-     979,894.8   (mgal)                       NAVD 88
 NW0678
 NW0678  VERT ORDER  -  SECOND    CLASS 0
 NW0678
 NW0678.The horizontal coordinates were scaled from a topographic map and have
 NW0678.an estimated accuracy of +/- 6 seconds.
 NW0678
 NW0678.The orthometric height was determined by differential leveling
 NW0678.and adjusted in August 1995.
 NW0678
 NW0678.The geoid height was determined by GEOID03.
 NW0678
 NW0678.The dynamic height is computed by dividing the NAVD 88
 NW0678.geopotential number by the normal gravity value computed on the
 NW0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0678.degrees latitude (g = 980.6199 gals.).
 NW0678
 NW0678.The modeled gravity was interpolated from observed gravity values.
 NW0678
 NW0678;                    North         East    Units  Estimated Accuracy
 NW0678;SPC OR S     -    79,210.    1,746,690.      MT  (+/- 180 meters Scaled)
 NW0678
 NW0678                          SUPERSEDED SURVEY CONTROL
 NW0678
 NW0678.No superseded survey control is available for this station.
 NW0678
 NW0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG583876(NAD 83)
 NW0678_MARKER: DB = BENCH MARK DISK
 NW0678_SETTING: 66 = SET IN ROCK OUTCROP
 NW0678_SP_SET: BEDROCK
 NW0678_STAMPING: 26 RTV 1979
 NW0678_MARK LOGO: USGS  
 NW0678_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0678_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0678+STABILITY: POSITION/ELEVATION WELL
 NW0678
 NW0678  HISTORY     - Date     Condition        Report By
 NW0678  HISTORY     - 1979     MONUMENTED       USGS
 NW0678
 NW0678                          STATION DESCRIPTION
 NW0678
 NW0678'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 NW0678'FROM THE MCDERMITT, NEVADA POST OFFICE, PROCEED 15.3 MILES NORTH
 NW0678'ALONG U S HIGHWAY 95, THENCE 16.15 MILES EAST TO A ROAD JUNCTION TO
 NW0678'ANDERSON CROSSING, THENCE 5.1 MILES NORTHEAST TO WHERE THE ROAD
 NW0678'LEVELS OFF FOR ABOUT 200 FEET AFTER CLIMBING A GRADE, 71 FEET EAST OF
 NW0678'THE ROAD, SET ON 3.5 FEET OF COPPER-COATED ROD CEMENTED IN BEDROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0383 ***********************************************************************
 NX0383  DESIGNATION -  26 STR
 NX0383  PID         -  NX0383
 NX0383  STATE/COUNTY-  OR/HARNEY
 NX0383  USGS QUAD   -  MICKEY SPRINGS (1981)
 NX0383
 NX0383                         *CURRENT SURVEY CONTROL
 NX0383  ___________________________________________________________________
 NX0383* NAD 83(1986)-  42 41 48.     (N)    118 19 34.     (W)     SCALED    
 NX0383* NAVD 88     -      1217.173  (meters)    3993.34   (feet)  ADJUSTED  
 NX0383  ___________________________________________________________________
 NX0383  GEOID HEIGHT-         -18.84  (meters)                     GEOID03
 NX0383  DYNAMIC HT  -        1216.483 (meters)    3991.08  (feet)  COMP
 NX0383  MODELED GRAV-     980,012.0   (mgal)                       NAVD 88
 NX0383
 NX0383  VERT ORDER  -  SECOND    CLASS 0
 NX0383
 NX0383.The horizontal coordinates were scaled from a topographic map and have
 NX0383.an estimated accuracy of +/- 6 seconds.
 NX0383
 NX0383.The orthometric height was determined by differential leveling
 NX0383.and adjusted in August 1995.
 NX0383
 NX0383.The geoid height was determined by GEOID03.
 NX0383
 NX0383.The dynamic height is computed by dividing the NAVD 88
 NX0383.geopotential number by the normal gravity value computed on the
 NX0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0383.degrees latitude (g = 980.6199 gals.).
 NX0383
 NX0383.The modeled gravity was interpolated from observed gravity values.
 NX0383
 NX0383;                    North         East    Units  Estimated Accuracy
 NX0383;SPC OR S     -   116,730.    1,678,100.      MT  (+/- 180 meters Scaled)
 NX0383
 NX0383                          SUPERSEDED SURVEY CONTROL
 NX0383
 NX0383.No superseded survey control is available for this station.
 NX0383
 NX0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH913279(NAD 83)
 NX0383_MARKER: DB = BENCH MARK DISK
 NX0383_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NX0383+WITH SETTING: INFORMATION.
 NX0383_SP_SET: SHALLOW-SET METAL ROD
 NX0383_STAMPING: 26 STR 1975 3990
 NX0383_MARK LOGO: USGS  
 NX0383_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NX0383
 NX0383  HISTORY     - Date     Condition        Report By
 NX0383  HISTORY     - 1975     MONUMENTED       USGS
 NX0383
 NX0383                          STATION DESCRIPTION
 NX0383
 NX0383'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 NX0383'20.4 KM (12.70 MI) NE FROM ALVORD RANCH.
 NX0383'ALVORD RANCH, 4.7 MI N OF, ALONG MAIN RD TO CATTLEGUARD, THENCE 0.1
 NX0383'MI S, THENCE 7.9 MI NE ALONG TRACK RD.  1.8 MI NE OF MICKEY HOT
 NX0383'SPRINGS, 28 FT W OF CENTERLINE OF RD.  SET ON COPPER-COATED ROD OF
 NX0383'UNRECORDED DEPTH, PROJECTING 0.3 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0584 ***********************************************************************
 RA0584  DESIGNATION -  26.06
 RA0584  PID         -  RA0584
 RA0584  STATE/COUNTY-  OR/WALLOWA
 RA0584  USGS QUAD   -  HICKS SPRING (1990)
 RA0584
 RA0584                         *CURRENT SURVEY CONTROL
 RA0584  ___________________________________________________________________
 RA0584* NAD 83(1986)-  45 35 14.     (N)    117 15 21.     (W)     SCALED    
 RA0584* NAVD 88     -      1311.380  (meters)    4302.42   (feet)  POSTED    
 RA0584  ___________________________________________________________________
 RA0584  GEOID HEIGHT-         -16.39  (meters)                     GEOID03
 RA0584  DYNAMIC HT  -        1311.010 (meters)    4301.21  (feet)  COMP
 RA0584  MODELED GRAV-     980,286.9   (mgal)                       NAVD 88
 RA0584
 RA0584  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 RA0584
 RA0584.The horizontal coordinates were scaled from a topographic map and have
 RA0584.an estimated accuracy of +/- 6 seconds.
 RA0584
 RA0584.The orthometric height was determined by differential leveling
 RA0584.and adjusted by the  in 1992.
 RA0584.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 RA0584.rate of 2.1 thru 3.0 mm/km.
 RA0584
 RA0584.The geoid height was determined by GEOID03.
 RA0584
 RA0584.The dynamic height is computed by dividing the NAVD 88
 RA0584.geopotential number by the normal gravity value computed on the
 RA0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0584.degrees latitude (g = 980.6199 gals.).
 RA0584
 RA0584.The modeled gravity was interpolated from observed gravity values.
 RA0584
 RA0584;                    North         East    Units  Estimated Accuracy
 RA0584;SPC OR N     -   218,500.    2,753,080.      MT  (+/- 180 meters Scaled)
 RA0584
 RA0584                          SUPERSEDED SURVEY CONTROL
 RA0584
 RA0584  NGVD 29 (??/??/92) 1310.165  (m)         4298.43   (f) ADJ UNCH    2 0
 RA0584
 RA0584.Superseded values are not recommended for survey control.
 RA0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0584.See file dsdata.txt to determine how the superseded data were derived.
 RA0584
 RA0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML800482(NAD 83)
 RA0584_MARKER: B = BOLT
 RA0584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RA0584_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RA0584_STAMPING: R.P.P.I. 26.06
 RA0584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0584+STABILITY: SURFACE MOTION
 RA0584
 RA0584  HISTORY     - Date     Condition        Report By
 RA0584  HISTORY     - UNK      MONUMENTED       ORDT
 RA0584  HISTORY     - 1946     GOOD             NGS
 RA0584
 RA0584                          STATION DESCRIPTION
 RA0584
 RA0584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RA0584'12.3 MI N FROM ENTERPRISE.
 RA0584'ABOUT 12.3 MILES NORTH ALONG STATE HIGHWAY 3 FROM THE COURTHOUSE AT
 RA0584'ENTERPRISE, ABOUT 0.2 MILE SOUTHWEST OF A RANCH WEST OF THE HIGHWAY,
 RA0584'29 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 7 FEET SOUTHEAST OF A
 RA0584'TELEPHONE POLE, 2 FEET EAST OF A RIGHT-OF-WAY FENCE, 2 FEET ABOVE THE
 RA0584'HIGHWAY LEVEL, AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH
 RA0584'THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0681 ***********************************************************************
 QD0681  DESIGNATION -  2603
 QD0681  PID         -  QD0681
 QD0681  STATE/COUNTY-  OR/JEFFERSON
 QD0681  USGS QUAD   -  CULVER (1992)
 QD0681
 QD0681                         *CURRENT SURVEY CONTROL
 QD0681  ___________________________________________________________________
 QD0681* NAD 83(1986)-  44 32 57.     (N)    121 12 37.     (W)     SCALED    
 QD0681* NAVD 88     -       794.371  (meters)    2606.20   (feet)  ADJUSTED  
 QD0681  ___________________________________________________________________
 QD0681  GEOID HEIGHT-         -21.30  (meters)                     GEOID03
 QD0681  DYNAMIC HT  -         794.155 (meters)    2605.49  (feet)  COMP
 QD0681  MODELED GRAV-     980,320.0   (mgal)                       NAVD 88
 QD0681
 QD0681  VERT ORDER  -  SECOND    CLASS 0
 QD0681
 QD0681.The horizontal coordinates were scaled from a topographic map and have
 QD0681.an estimated accuracy of +/- 6 seconds.
 QD0681
 QD0681.The orthometric height was determined by differential leveling
 QD0681.and adjusted in June 1991.
 QD0681
 QD0681.The geoid height was determined by GEOID03.
 QD0681
 QD0681.The dynamic height is computed by dividing the NAVD 88
 QD0681.geopotential number by the normal gravity value computed on the
 QD0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0681.degrees latitude (g = 980.6199 gals.).
 QD0681
 QD0681.The modeled gravity was interpolated from observed gravity values.
 QD0681
 QD0681;                    North         East    Units  Estimated Accuracy
 QD0681;SPC OR N     -    98,310.    2,443,560.      MT  (+/- 180 meters Scaled)
 QD0681
 QD0681                          SUPERSEDED SURVEY CONTROL
 QD0681
 QD0681  NGVD 29 (??/??/92)  793.277  (m)         2602.61   (f) ADJ UNCH    2 0
 QD0681
 QD0681.Superseded values are not recommended for survey control.
 QD0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0681.See file dsdata.txt to determine how the superseded data were derived.
 QD0681
 QD0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ421344(NAD 83)
 QD0681_MARKER: DD = SURVEY DISK
 QD0681_SETTING: 0 = UNSPECIFIED SETTING
 QD0681_STAMPING: 2603-B-1927
 QD0681_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0681
 QD0681  HISTORY     - Date     Condition        Report By
 QD0681  HISTORY     - 1927     MONUMENTED       ORDT
 QD0681  HISTORY     - 1934     GOOD             NGS
 QD0681  HISTORY     - 1961     MARK NOT FOUND   NGS
 QD0681
 QD0681                          STATION DESCRIPTION
 QD0681
 QD0681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QD0681'1.7 MI N FROM CULVER.
 QD0681'ALONG THE RIGHT OF WAY OF O.F. RY FROM STATION AT RAILROAD MILEAGE
 QD0681'112.7, 160 FEET SOUTHWEST OF HIGHWAY MILE POST 103, IN THE LARGER OF
 QD0681'THE TWO ANGLES FORMED BY ROAD LEADING NORTH ACROSS RAILROAD TRACK, 35
 QD0681'FEET SOUTHEAST OF TRACK. NOTE-- CROSS ROAD IN DESCRIPTION HAS BEEN
 QD0681'ELIMINATED, AND A DRAINAGE DITCH HAS BEEN DUG ALONG THE TRACKS AT THE
 QD0681'DISTANCE GIVEN FOR THE BM.
 QD0681
 QD0681                          STATION RECOVERY (1961)
 QD0681
 QD0681'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 QD0681'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1144 ***********************************************************************
 RC1144  DESIGNATION -  2604
 RC1144  PID         -  RC1144
 RC1144  STATE/COUNTY-  OR/WASCO
 RC1144  USGS QUAD   -  POSTAGE STAMP BUTTE (1987)
 RC1144
 RC1144                         *CURRENT SURVEY CONTROL
 RC1144  ___________________________________________________________________
 RC1144* NAD 83(1986)-  45 20 06.     (N)    121 09 59.     (W)     SCALED    
 RC1144* NAVD 88     -       772.787  (meters)    2535.39   (feet)  ADJUSTED  
 RC1144  ___________________________________________________________________
 RC1144  GEOID HEIGHT-         -21.13  (meters)                     GEOID03
 RC1144  DYNAMIC HT  -         772.668 (meters)    2534.99  (feet)  COMP
 RC1144  MODELED GRAV-     980,436.2   (mgal)                       NAVD 88
 RC1144
 RC1144  VERT ORDER  -  SECOND    CLASS 0
 RC1144
 RC1144.The horizontal coordinates were scaled from a topographic map and have
 RC1144.an estimated accuracy of +/- 6 seconds.
 RC1144
 RC1144.The orthometric height was determined by differential leveling
 RC1144.and adjusted in June 1991.
 RC1144
 RC1144.The geoid height was determined by GEOID03.
 RC1144
 RC1144.The dynamic height is computed by dividing the NAVD 88
 RC1144.geopotential number by the normal gravity value computed on the
 RC1144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1144.degrees latitude (g = 980.6199 gals.).
 RC1144
 RC1144.The modeled gravity was interpolated from observed gravity values.
 RC1144
 RC1144;                    North         East    Units  Estimated Accuracy
 RC1144;SPC OR N     -   185,600.    2,447,770.      MT  (+/- 180 meters Scaled)
 RC1144
 RC1144                          SUPERSEDED SURVEY CONTROL
 RC1144
 RC1144  NGVD 29 (??/??/92)  771.75   (m)         2532.0    (f) COMPUTED    2 0
 RC1144
 RC1144.Superseded values are not recommended for survey control.
 RC1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1144.See file dsdata.txt to determine how the superseded data were derived.
 RC1144
 RC1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR436218(NAD 83)
 RC1144_MARKER: DD = SURVEY DISK
 RC1144_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RC1144_SP_SET: CULVERT
 RC1144_STAMPING: 2603.617 W 295 1934
 RC1144_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC1144
 RC1144  HISTORY     - Date     Condition        Report By
 RC1144  HISTORY     - 1934     MONUMENTED       ORDT
 RC1144  HISTORY     - 1961     GOOD             NGS
 RC1144
 RC1144                          STATION DESCRIPTION
 RC1144
 RC1144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RC1144'9.4 MI S FROM DUFUR.
 RC1144'REACHED FROM THE POST OFFICE AT DUFUR GO SOUTH ALONG U.S. HIGHWAY 197
 RC1144'FOR 9.4 MILES.  THIS IS ABOUT 90 FEET NORTH OF THE JUNCTION OF A ROAD
 RC1144'TO KINGSLEY-FRIEND, ACROSS THE HIGHWAY FROM A STATE HIGHWAY STOCK
 RC1144'YARD, SET IN THE WEST HEAD WALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0309 ***********************************************************************
 NZ0309  DESIGNATION -  2609.6
 NZ0309  PID         -  NZ0309
 NZ0309  STATE/COUNTY-  OR/DOUGLAS
 NZ0309  USGS QUAD   -  TILLER (1989)
 NZ0309
 NZ0309                         *CURRENT SURVEY CONTROL
 NZ0309  ___________________________________________________________________
 NZ0309* NAD 83(1986)-  42 53 53.     (N)    122 52 46.     (W)     SCALED    
 NZ0309* NAVD 88     -       821.221  (meters)    2694.29   (feet)  ADJUSTED  
 NZ0309  ___________________________________________________________________
 NZ0309  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 NZ0309  DYNAMIC HT  -         820.905 (meters)    2693.25  (feet)  COMP
 NZ0309  MODELED GRAV-     980,207.2   (mgal)                       NAVD 88
 NZ0309
 NZ0309  VERT ORDER  -  SECOND    CLASS 0
 NZ0309
 NZ0309.The horizontal coordinates were scaled from a topographic map and have
 NZ0309.an estimated accuracy of +/- 6 seconds.
 NZ0309
 NZ0309.The orthometric height was determined by differential leveling
 NZ0309.and adjusted in June 1991.
 NZ0309
 NZ0309.The geoid height was determined by GEOID03.
 NZ0309
 NZ0309.The dynamic height is computed by dividing the NAVD 88
 NZ0309.geopotential number by the normal gravity value computed on the
 NZ0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0309.degrees latitude (g = 980.6199 gals.).
 NZ0309
 NZ0309.The modeled gravity was interpolated from observed gravity values.
 NZ0309
 NZ0309;                    North         East    Units  Estimated Accuracy
 NZ0309;SPC OR S     -   139,550.    1,305,700.      MT  (+/- 180 meters Scaled)
 NZ0309
 NZ0309                          SUPERSEDED SURVEY CONTROL
 NZ0309
 NZ0309  NGVD 29 (??/??/92)  820.166  (m)         2690.83   (f) ADJ UNCH    2 0
 NZ0309
 NZ0309.Superseded values are not recommended for survey control.
 NZ0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0309.See file dsdata.txt to determine how the superseded data were derived.
 NZ0309
 NZ0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN098495(NAD 83)
 NZ0309_MARKER: N = NAIL
 NZ0309_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NZ0309_SP_SET: FIR TREE
 NZ0309_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0309
 NZ0309  HISTORY     - Date     Condition        Report By
 NZ0309  HISTORY     - UNK      MONUMENTED       USGS
 NZ0309  HISTORY     - 1969     GOOD             NGS
 NZ0309
 NZ0309                          STATION DESCRIPTION
 NZ0309
 NZ0309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 NZ0309'4.3 MI E FROM DREW.
 NZ0309'0.7 MILE NORTHWEST ALONG STATE HIGHWAY 227, FROM THE DREW POST OFFICE
 NZ0309'TO THE DEVILS KNOB ROAD, THENCE EASTERLY ALONG THE DEVILS KNOB ROAD
 NZ0309'FOR 3.1 MILES TO A CORRAL AND BARN ON THE RIGHT, CONTINUE
 NZ0309'SOUTH-SOUTHEAST FOR 0.5 MILE TO THE BENCH MARK ON THE LEFT, 27 FEET
 NZ0309'NORTH OF THE EAST END OF A CULVERT UNDER THE ROAD, 23 FEET EAST OF THE
 NZ0309'CENTER OF THE ROAD, 7.5 FEET SOUTH OF A METAL WITNESS POST AND 3 FEET
 NZ0309'HIGHER THAN THE ROAD IN THE NORTHWEST BASE OF AN 18-INCH FIR TREE. THE
 NZ0309'LETTERS BM WERE PAINTED ON THE WEST FACE OF THE TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0358 ***********************************************************************
 QE0358  DESIGNATION -  261
 QE0358  PID         -  QE0358
 QE0358  STATE/COUNTY-  OR/MARION
 QE0358  USGS QUAD   -  TURNER (1986)
 QE0358
 QE0358                         *CURRENT SURVEY CONTROL
 QE0358  ___________________________________________________________________
 QE0358* NAD 83(1986)-  44 51 33.     (N)    122 57 58.     (W)     SCALED    
 QE0358* NAVD 88     -        81.139  (meters)     266.20   (feet)  ADJUSTED  
 QE0358  ___________________________________________________________________
 QE0358  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 QE0358  DYNAMIC HT  -          81.134 (meters)     266.19  (feet)  COMP
 QE0358  MODELED GRAV-     980,561.0   (mgal)                       NAVD 88
 QE0358
 QE0358  VERT ORDER  -  FIRST     CLASS II
 QE0358
 QE0358.The horizontal coordinates were scaled from a topographic map and have
 QE0358.an estimated accuracy of +/- 6 seconds.
 QE0358
 QE0358.The orthometric height was determined by differential leveling
 QE0358.and adjusted in June 1991.
 QE0358.WARNING-Repeat measurements at this control monument indicate possible
 QE0358.vertical movement.
 QE0358
 QE0358.The geoid height was determined by GEOID03.
 QE0358
 QE0358.The dynamic height is computed by dividing the NAVD 88
 QE0358.geopotential number by the normal gravity value computed on the
 QE0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0358.degrees latitude (g = 980.6199 gals.).
 QE0358
 QE0358.The modeled gravity was interpolated from observed gravity values.
 QE0358
 QE0358;                    North         East    Units  Estimated Accuracy
 QE0358;SPC OR N     -   135,490.    2,305,130.      MT  (+/- 180 meters Scaled)
 QE0358
 QE0358                          SUPERSEDED SURVEY CONTROL
 QE0358
 QE0358  NGVD 29 (??/??/92)   80.114  (m)          262.84   (f) ADJ UNCH    1 2
 QE0358
 QE0358.Superseded values are not recommended for survey control.
 QE0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0358.See file dsdata.txt to determine how the superseded data were derived.
 QE0358
 QE0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ026673(NAD 83)
 QE0358_MARKER: P = PIPE CAP
 QE0358_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QE0358_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QE0358_STAMPING: PRIM TRAV STA 29 261 B ORE 1903 1913
 QE0358_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0358
 QE0358  HISTORY     - Date     Condition        Report By
 QE0358  HISTORY     - 1913     MONUMENTED       USGS
 QE0358  HISTORY     - 1934     GOOD             NGS
 QE0358
 QE0358                          STATION DESCRIPTION
 QE0358
 QE0358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QE0358'1.7 MI NW FROM TURNER.
 QE0358'ABOUT 1.7 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 QE0358'TURNER, MARION COUNTY, 833 FEET NORTHWEST OF A TRESTLE ACROSS MILL
 QE0358'CREEK, 1 FOOT INSIDE THE SOUTHWEST RIGHT OF WAY FENCE.  A UNITED
 QE0358'STATES GEOLOGICAL SURVEY STANDARD CAP STAMPED PRIM TRAV STA 29 261 B
 QE0358'ORE 1903 1913 AND RIVETED ON A 3 1/2 INCH IRON PIPE PROJECTING 12
 QE0358'INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1291 ***********************************************************************
 RC1291  DESIGNATION -  262=3594
 RC1291  PID         -  RC1291
 RC1291  STATE/COUNTY-  OR/CLACKAMAS
 RC1291  USGS QUAD   -  MOUNT HOOD SOUTH (1980)
 RC1291
 RC1291                         *CURRENT SURVEY CONTROL
 RC1291  ___________________________________________________________________
 RC1291* NAD 83(1986)-  45 17 02.     (N)    121 43 00.     (W)     SCALED    
 RC1291* NAVD 88     -      1097.298  (meters)    3600.05   (feet)  ADJUSTED  
 RC1291  ___________________________________________________________________
 RC1291  GEOID HEIGHT-         -20.78  (meters)                     GEOID03
 RC1291  DYNAMIC HT  -        1097.022 (meters)    3599.15  (feet)  COMP
 RC1291  MODELED GRAV-     980,326.4   (mgal)                       NAVD 88
 RC1291
 RC1291  VERT ORDER  -  SECOND    CLASS 0
 RC1291
 RC1291.The horizontal coordinates were scaled from a topographic map and have
 RC1291.an estimated accuracy of +/- 6 seconds.
 RC1291
 RC1291.The orthometric height was determined by differential leveling
 RC1291.and adjusted in June 1991.
 RC1291
 RC1291.The geoid height was determined by GEOID03.
 RC1291
 RC1291.The dynamic height is computed by dividing the NAVD 88
 RC1291.geopotential number by the normal gravity value computed on the
 RC1291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1291.degrees latitude (g = 980.6199 gals.).
 RC1291
 RC1291.The modeled gravity was interpolated from observed gravity values.
 RC1291
 RC1291;                    North         East    Units  Estimated Accuracy
 RC1291;SPC OR N     -   180,430.    2,404,560.      MT  (+/- 180 meters Scaled)
 RC1291
 RC1291                          SUPERSEDED SURVEY CONTROL
 RC1291
 RC1291  NGVD 29 (??/??/92) 1096.168  (m)         3596.34   (f) ADJ UNCH    2 0
 RC1291
 RC1291.Superseded values are not recommended for survey control.
 RC1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1291.See file dsdata.txt to determine how the superseded data were derived.
 RC1291
 RC1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR006152(NAD 83)
 RC1291_MARKER: DD = SURVEY DISK
 RC1291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC1291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC1291_STAMPING: 262 1932 3594
 RC1291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1291+STABILITY: SURFACE MOTION
 RC1291
 RC1291  HISTORY     - Date     Condition        Report By
 RC1291  HISTORY     - 1932     MONUMENTED       BPR
 RC1291  HISTORY     - 1947     GOOD             NGS
 RC1291  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 RC1291
 RC1291                          STATION DESCRIPTION
 RC1291
 RC1291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 RC1291'3.8 MI E FROM GOVERNMENT CAMP.
 RC1291'3.8 MILES EAST ALONG STATE HIGHWAY 50 FROM THE BATTLE AXE INN AT
 RC1291'GOVERNMENT CAMP, ABOUT 50 YARDS SOUTH OF THE INTERSECTION OF THE
 RC1291'CENTER LINES OF STATE HIGHWAYS 50 AND 35, 67.0 FEET SOUTH OF THE
 RC1291'CENTER LINE OF HIGHWAY 50, 22.8 FEET SOUTHEAST OF THE CENTER OF THE
 RC1291'SOUTH END OF THE EAST ONE OF THREE 36-INCH CORRUGATED METAL PIPE
 RC1291'CULVERTS, ABOUT 15 FEET BELOW THE HIGHWAY LEVEL, AND SET IN THE TOP OF
 RC1291'A CONCRETE POST PROJECTING ABOUT 1 FOOT ABOVE THE GROUND.  WITNESS
 RC1291'POST SET 3.5 FEET SOUTH OF THE MARK.
 RC1291
 RC1291                          STATION RECOVERY (1985)
 RC1291
 RC1291'RECOVERY NOTE BY US POWER SQUADRON 1985
 RC1291'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0417 ***********************************************************************
 QE0417  DESIGNATION -  263
 QE0417  PID         -  QE0417
 QE0417  STATE/COUNTY-  OR/LINN
 QE0417  USGS QUAD   -  CRABTREE (1975)
 QE0417
 QE0417                         *CURRENT SURVEY CONTROL
 QE0417  ___________________________________________________________________
 QE0417* NAD 83(1986)-  44 37 47.     (N)    122 57 36.     (W)     SCALED    
 QE0417* NAVD 88     -        81.300  (meters)     266.73   (feet)  ADJUSTED  
 QE0417  ___________________________________________________________________
 QE0417  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 QE0417  DYNAMIC HT  -          81.292 (meters)     266.71  (feet)  COMP
 QE0417  MODELED GRAV-     980,526.3   (mgal)                       NAVD 88
 QE0417
 QE0417  VERT ORDER  -  FIRST     CLASS II
 QE0417
 QE0417.The horizontal coordinates were scaled from a topographic map and have
 QE0417.an estimated accuracy of +/- 6 seconds.
 QE0417
 QE0417.The orthometric height was determined by differential leveling
 QE0417.and adjusted in June 1991.
 QE0417
 QE0417.The geoid height was determined by GEOID03.
 QE0417
 QE0417.The dynamic height is computed by dividing the NAVD 88
 QE0417.geopotential number by the normal gravity value computed on the
 QE0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0417.degrees latitude (g = 980.6199 gals.).
 QE0417
 QE0417.The modeled gravity was interpolated from observed gravity values.
 QE0417
 QE0417;                    North         East    Units  Estimated Accuracy
 QE0417;SPC OR N     -   109,990.    2,304,830.      MT  (+/- 180 meters Scaled)
 QE0417
 QE0417                          SUPERSEDED SURVEY CONTROL
 QE0417
 QE0417  NGVD 29 (??/??/92)   80.284  (m)          263.40   (f) ADJ UNCH    1 2
 QE0417
 QE0417.Superseded values are not recommended for survey control.
 QE0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0417.See file dsdata.txt to determine how the superseded data were derived.
 QE0417
 QE0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ031418(NAD 83)
 QE0417_MARKER: Q = CHISELED SQUARE
 QE0417_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QE0417_SP_SET: DRAIN PIPE
 QE0417_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0417
 QE0417  HISTORY     - Date     Condition        Report By
 QE0417  HISTORY     - UNK      MONUMENTED       USGS
 QE0417  HISTORY     - 1941     GOOD             NGS
 QE0417  HISTORY     - 1965     MARK NOT FOUND   NGS
 QE0417
 QE0417                          STATION DESCRIPTION
 QE0417
 QE0417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QE0417'6.6 MI E FROM ALBANY.
 QE0417'6.6 MILES EAST OF ALBANY, .4 MILE WEST OF KNOX BUTTE ROAD, AT DRIVE
 QE0417'SOUTH, SOUTH EDGE OF HIGHWAY, TOP OF EAST END OF CONCRETE DRAIN PIPE.
 QE0417
 QE0417                          STATION RECOVERY (1965)
 QE0417
 QE0417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 QE0417'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0441 ***********************************************************************
 RC0441  DESIGNATION -  2631
 RC0441  PID         -  RC0441
 RC0441  STATE/COUNTY-  OR/SHERMAN
 RC0441  USGS QUAD   -  KENT (1970)
 RC0441
 RC0441                         *CURRENT SURVEY CONTROL
 RC0441  ___________________________________________________________________
 RC0441* NAD 83(1986)-  45 07 49.     (N)    120 40 08.     (W)     SCALED    
 RC0441* NAVD 88     -       803.372  (meters)    2635.73   (feet)  ADJUSTED  
 RC0441  ___________________________________________________________________
 RC0441  GEOID HEIGHT-         -20.75  (meters)                     GEOID03
 RC0441  DYNAMIC HT  -         803.210 (meters)    2635.20  (feet)  COMP
 RC0441  MODELED GRAV-     980,388.0   (mgal)                       NAVD 88
 RC0441
 RC0441  VERT ORDER  -  FIRST     CLASS II
 RC0441
 RC0441.The horizontal coordinates were scaled from a topographic map and have
 RC0441.an estimated accuracy of +/- 6 seconds.
 RC0441
 RC0441.The orthometric height was determined by differential leveling
 RC0441.and adjusted in June 1991.
 RC0441
 RC0441.The geoid height was determined by GEOID03.
 RC0441
 RC0441.The dynamic height is computed by dividing the NAVD 88
 RC0441.geopotential number by the normal gravity value computed on the
 RC0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0441.degrees latitude (g = 980.6199 gals.).
 RC0441
 RC0441.The modeled gravity was interpolated from observed gravity values.
 RC0441
 RC0441;                    North         East    Units  Estimated Accuracy
 RC0441;SPC OR N     -   162,650.    2,486,720.      MT  (+/- 180 meters Scaled)
 RC0441
 RC0441                          SUPERSEDED SURVEY CONTROL
 RC0441
 RC0441  NGVD 29 (??/??/92)  802.308  (m)         2632.24   (f) ADJ UNCH    1 2
 RC0441
 RC0441.Superseded values are not recommended for survey control.
 RC0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0441.See file dsdata.txt to determine how the superseded data were derived.
 RC0441
 RC0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR833000(NAD 83)
 RC0441_MARKER: P = PIPE CAP
 RC0441_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RC0441_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RC0441_STAMPING: 2631.4 H 1904
 RC0441_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC0441
 RC0441  HISTORY     - Date     Condition        Report By
 RC0441  HISTORY     - 1904     MONUMENTED       USGS
 RC0441  HISTORY     - 1961     GOOD             NGS
 RC0441  HISTORY     - 1986     GOOD             USPSQD
 RC0441  HISTORY     - 1987     MARK NOT FOUND   NGS
 RC0441
 RC0441                          STATION DESCRIPTION
 RC0441
 RC0441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RC0441'5.5 MI SE FROM KENT.
 RC0441'REACHED FROM THE CHEVRON SERVICE STATION AT KENT GO SOUTH ON U.S.
 RC0441'HIGHWAY 97 FOR 4.5 MILES TURN LEFT, EAST, AS PER SIGN WILCOX, GO 1.0
 RC0441'MILE TO CROSS ROADS TURN LEFT, GO ABOUT 0.2 MILE TO JUST BEFORE
 RC0441'REACHING THE LARGE, OLD, WAREHOUSE AT WILCOX.  BENCH MARK IS 65 FEET
 RC0441'WEST OF THE ROAD, 200 FEET SOUTH OF THE WAREHOUSE, 19 FEET NORTHWEST
 RC0441'OF A TELEPHONE POLE WITH TWO GUY WIRES, 70 FEET NORTH OF THE
 RC0441'FOUNDATION OF A TANK WITH A ROCK BASE, NEAR THE EAST EDGE OF THE BASE
 RC0441'OF THE RAILROAD GRADE, AND 1 FOOT WEST OF A METAL WITNESS POST.
 RC0441
 RC0441                          STATION RECOVERY (1986)
 RC0441
 RC0441'RECOVERY NOTE BY US POWER SQUADRON 1986 (KRN)
 RC0441'RECOVERED IN GOOD CONDITION.
 RC0441
 RC0441                          STATION RECOVERY (1987)
 RC0441
 RC0441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RC0441'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0419 ***********************************************************************
 QD0419  DESIGNATION -  2631 H
 QD0419  PID         -  QD0419
 QD0419  STATE/COUNTY-  OR/WASCO
 QD0419  USGS QUAD   -  ANTELOPE (1987)
 QD0419
 QD0419                         *CURRENT SURVEY CONTROL
 QD0419  ___________________________________________________________________
 QD0419* NAD 83(1986)-  44 54 33.     (N)    120 43 18.     (W)     SCALED    
 QD0419* NAVD 88     -       803.196  (meters)    2635.15   (feet)  ADJUSTED  
 QD0419  ___________________________________________________________________
 QD0419  GEOID HEIGHT-         -20.57  (meters)                     GEOID03
 QD0419  DYNAMIC HT  -         803.015 (meters)    2634.56  (feet)  COMP
 QD0419  MODELED GRAV-     980,364.0   (mgal)                       NAVD 88
 QD0419
 QD0419  VERT ORDER  -  FIRST     CLASS II
 QD0419
 QD0419.The horizontal coordinates were scaled from a topographic map and have
 QD0419.an estimated accuracy of +/- 6 seconds.
 QD0419
 QD0419.The orthometric height was determined by differential leveling
 QD0419.and adjusted in June 1991.
 QD0419.WARNING-Repeat measurements at this control monument indicate possible
 QD0419.vertical movement.
 QD0419
 QD0419.The geoid height was determined by GEOID03.
 QD0419
 QD0419.The dynamic height is computed by dividing the NAVD 88
 QD0419.geopotential number by the normal gravity value computed on the
 QD0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0419.degrees latitude (g = 980.6199 gals.).
 QD0419
 QD0419.The modeled gravity was interpolated from observed gravity values.
 QD0419
 QD0419;                    North         East    Units  Estimated Accuracy
 QD0419;SPC OR N     -   138,090.    2,482,500.      MT  (+/- 180 meters Scaled)
 QD0419
 QD0419                          SUPERSEDED SURVEY CONTROL
 QD0419
 QD0419  NGVD 29 (??/??/92)  802.083  (m)         2631.50   (f) ADJ UNCH    1 2
 QD0419
 QD0419.Superseded values are not recommended for survey control.
 QD0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0419.See file dsdata.txt to determine how the superseded data were derived.
 QD0419
 QD0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ798753(NAD 83)
 QD0419_MARKER: P = PIPE CAP
 QD0419_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QD0419_SP_SET: SHALLOW-SET PIPE
 QD0419_STAMPING: 2630.822 H 1904
 QD0419_MARK LOGO: USGS  
 QD0419_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0419
 QD0419  HISTORY     - Date     Condition        Report By
 QD0419  HISTORY     - 1904     MONUMENTED       USGS
 QD0419  HISTORY     - 1943     GOOD             NGS
 QD0419  HISTORY     - 1987     GOOD             USPSQD
 QD0419  HISTORY     - 1987     GOOD             NGS
 QD0419
 QD0419                          STATION DESCRIPTION
 QD0419
 QD0419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QD0419'IN ANTELOPE.
 QD0419'AT ANTELOPE, WASCO COUNTY, 2.4 FEET SOUTHEAST OF THE EAST CORNER OF
 QD0419'THE CITY HOSE-CART HOUSE, 56.0 FEET NORTHWEST OF NORTH CORNER OF
 QD0419'ABANDON STORE, 7.0 FEET NORTH NORTHEAST OF A 3-INCH LOCUST TREE, 38.0
 QD0419'FEET SOUTHWEST OF THE CENTER LINE OF ROAD, A (USGS) DISK RIVETED ON
 QD0419'THE TOP OF A 3 1/2 INCH PIPE SET IN CONCRETE PROJECTING ABOUT 1-FOOT
 QD0419'ABOVE THE GROUND.
 QD0419
 QD0419                          STATION RECOVERY (1987)
 QD0419
 QD0419'RECOVERY NOTE BY US POWER SQUADRON 1987 (RET)
 QD0419'RECOVERED IN GOOD CONDITION.
 QD0419
 QD0419                          STATION RECOVERY (1987)
 QD0419
 QD0419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QD0419'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0683 ***********************************************************************
 QD0683  DESIGNATION -  2636
 QD0683  PID         -  QD0683
 QD0683  STATE/COUNTY-  OR/JEFFERSON
 QD0683  USGS QUAD   -  CULVER (1992)
 QD0683
 QD0683                         *CURRENT SURVEY CONTROL
 QD0683  ___________________________________________________________________
 QD0683* NAD 83(1986)-  44 31 31.     (N)    121 12 35.     (W)     SCALED    
 QD0683* NAVD 88     -       804.373  (meters)    2639.01   (feet)  ADJUSTED  
 QD0683  ___________________________________________________________________
 QD0683  GEOID HEIGHT-         -21.25  (meters)                     GEOID03
 QD0683  DYNAMIC HT  -         804.154 (meters)    2638.30  (feet)  COMP
 QD0683  MODELED GRAV-     980,319.5   (mgal)                       NAVD 88
 QD0683
 QD0683  VERT ORDER  -  SECOND    CLASS 0
 QD0683
 QD0683.The horizontal coordinates were scaled from a topographic map and have
 QD0683.an estimated accuracy of +/- 6 seconds.
 QD0683
 QD0683.The orthometric height was determined by differential leveling
 QD0683.and adjusted in June 1991.
 QD0683
 QD0683.The geoid height was determined by GEOID03.
 QD0683
 QD0683.The dynamic height is computed by dividing the NAVD 88
 QD0683.geopotential number by the normal gravity value computed on the
 QD0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0683.degrees latitude (g = 980.6199 gals.).
 QD0683
 QD0683.The modeled gravity was interpolated from observed gravity values.
 QD0683
 QD0683;                    North         East    Units  Estimated Accuracy
 QD0683;SPC OR N     -    95,660.    2,443,580.      MT  (+/- 180 meters Scaled)
 QD0683
 QD0683                          SUPERSEDED SURVEY CONTROL
 QD0683
 QD0683  NGVD 29 (??/??/92)  803.287  (m)         2635.45   (f) ADJ UNCH    2 0
 QD0683
 QD0683.Superseded values are not recommended for survey control.
 QD0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0683.See file dsdata.txt to determine how the superseded data were derived.
 QD0683
 QD0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ422317(NAD 83)
 QD0683_MARKER: DD = SURVEY DISK
 QD0683_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QD0683_SP_SET: FENCE LINE
 QD0683_STAMPING: 2636-A-1927
 QD0683_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0683
 QD0683  HISTORY     - Date     Condition        Report By
 QD0683  HISTORY     - 1927     MONUMENTED       ORDT
 QD0683  HISTORY     - 1934     GOOD             NGS
 QD0683  HISTORY     - 1985     GOOD             USPSQD
 QD0683
 QD0683                          STATION DESCRIPTION
 QD0683
 QD0683'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QD0683'IN CULVER.
 QD0683'ALONG THE DALLES-CALIFORNIA HIGHWAY, AT THE INTERSECTION OF THE
 QD0683'HIGHWAY WITH ROAD LEADING TO CULVER RAILROAD STATION, AT HIGHWAY
 QD0683'MILEAGE 104.65, IN THE EAST FENCE LINE.
 QD0683
 QD0683                          STATION RECOVERY (1985)
 QD0683
 QD0683'RECOVERY NOTE BY US POWER SQUADRON 1985
 QD0683'THIS STATION HAS BEEN TIPPED SLIGHTLY BY HEAVY EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0513 ***********************************************************************
 QB0513  DESIGNATION -  2647
 QB0513  PID         -  QB0513
 QB0513  STATE/COUNTY-  OR/BAKER
 QB0513  USGS QUAD   -  DURKEE (1988)
 QB0513
 QB0513                         *CURRENT SURVEY CONTROL
 QB0513  ___________________________________________________________________
 QB0513* NAD 83(1986)-  44 34 57.     (N)    117 27 58.     (W)     SCALED    
 QB0513* NAVD 88     -       810.379  (meters)    2658.72   (feet)  ADJUSTED  
 QB0513  ___________________________________________________________________
 QB0513  GEOID HEIGHT-         -16.96  (meters)                     GEOID03
 QB0513  DYNAMIC HT  -         810.128 (meters)    2657.89  (feet)  COMP
 QB0513  MODELED GRAV-     980,282.4   (mgal)                       NAVD 88
 QB0513
 QB0513  VERT ORDER  -  FIRST     CLASS II
 QB0513
 QB0513.The horizontal coordinates were scaled from a topographic map and have
 QB0513.an estimated accuracy of +/- 6 seconds.
 QB0513
 QB0513.The orthometric height was determined by differential leveling
 QB0513.and adjusted in June 1991.
 QB0513
 QB0513.The geoid height was determined by GEOID03.
 QB0513
 QB0513.The dynamic height is computed by dividing the NAVD 88
 QB0513.geopotential number by the normal gravity value computed on the
 QB0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0513.degrees latitude (g = 980.6199 gals.).
 QB0513
 QB0513.The modeled gravity was interpolated from observed gravity values.
 QB0513
 QB0513;                    North         East    Units  Estimated Accuracy
 QB0513;SPC OR N     -   106,290.    2,740,870.      MT  (+/- 180 meters Scaled)
 QB0513
 QB0513                          SUPERSEDED SURVEY CONTROL
 QB0513
 QB0513  NGVD 29 (??/??/92)  809.29   (m)         2655.1    (f) COMPUTED    1 2
 QB0513
 QB0513.Superseded values are not recommended for survey control.
 QB0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0513.See file dsdata.txt to determine how the superseded data were derived.
 QB0513
 QB0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK629366(NAD 83)
 QB0513_MARKER: P = PIPE CAP
 QB0513_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QB0513_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QB0513_STAMPING: 2655.724 A
 QB0513_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB0513
 QB0513  HISTORY     - Date     Condition        Report By
 QB0513  HISTORY     - UNK      MONUMENTED       USGS
 QB0513  HISTORY     - 1935     GOOD             NGS
 QB0513
 QB0513                          STATION DESCRIPTION
 QB0513
 QB0513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 QB0513'IN DURKEE.
 QB0513'AT DURKEE, BAKER COUNTY, AT UNION PACIFIC RAILROAD MILEAGE 369, 1 FOOT
 QB0513'NORTHWEST AND 1 FOOT NORTHEAST OF THE MOST EASTERLY CORNER OF THE
 QB0513'STATION, ABOUT 75 FEET NORTHWEST OF THE CENTERLINE OF A ROAD CROSSING,
 QB0513'54.0 FEET NORTHEAST OF THE TRACK CENTERLINE.  A UNITED STATES
 QB0513'GEOLOGICAL SURVEY STANDARD CAP STAMPED 2655.724 A AND RIVETED TO A 3
 QB0513'1/2 INCH IRON PIPE SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0514 ***********************************************************************
 QB0514  DESIGNATION -  2647 RESET
 QB0514  PID         -  QB0514
 QB0514  STATE/COUNTY-  OR/BAKER
 QB0514  USGS QUAD   -  DURKEE (1988)
 QB0514
 QB0514                         *CURRENT SURVEY CONTROL
 QB0514  ___________________________________________________________________
 QB0514* NAD 83(1986)-  44 34 57.     (N)    117 27 57.     (W)     SCALED    
 QB0514* NAVD 88     -       810.39   (+/-2cm)    2658.8    (feet)  VERTCON   
 QB0514  ___________________________________________________________________
 QB0514  GEOID HEIGHT-         -16.96  (meters)                     GEOID03
 QB0514  VERT ORDER  -  ? (See Below)
 QB0514
 QB0514.The horizontal coordinates were scaled from a topographic map and have
 QB0514.an estimated accuracy of +/- 6 seconds.
 QB0514
 QB0514.The NAVD 88 height was computed by applying the VERTCON shift value to
 QB0514.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QB0514.The vertical order pertains to the NGVD 29 superseded value.
 QB0514
 QB0514.The geoid height was determined by GEOID03.
 QB0514
 QB0514;                    North         East    Units  Estimated Accuracy
 QB0514;SPC OR N     -   106,290.    2,740,900.      MT  (+/- 180 meters Scaled)
 QB0514
 QB0514                          SUPERSEDED SURVEY CONTROL
 QB0514
 QB0514  NGVD 29 (??/??/92)  809.296  (m)         2655.17   (f) ADJ UNCH    ?  
 QB0514
 QB0514.Superseded values are not recommended for survey control.
 QB0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0514.See file dsdata.txt to determine how the superseded data were derived.
 QB0514
 QB0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK630366(NAD 83)
 QB0514_MARKER: P = PIPE CAP
 QB0514_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QB0514_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QB0514_STAMPING: 2655.724 A RESET 1941
 QB0514_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB0514
 QB0514  HISTORY     - Date     Condition        Report By
 QB0514  HISTORY     - 1941     MONUMENTED       USGS
 QB0514  HISTORY     - 1941     GOOD             ORDT
 QB0514  HISTORY     - 19851015 MARK NOT FOUND   USPSQD
 QB0514
 QB0514                          STATION DESCRIPTION
 QB0514
 QB0514'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1941
 QB0514'IN DURKEE.
 QB0514'AT DURKEE, BAKER COUNTY, AT THE UNION PACIFIC RAILROAD STATION, 75
 QB0514'FEET NORTHWEST OF THE CENTER OF A ROAD CROSSING, 54 FEET NORTHEAST OF
 QB0514'THE CENTER LINE OF THE TRACK, AND 1 FOOT NORTHWEST AND 1 FOOT
 QB0514'NORTHEAST OF THE EAST CORNER OF THE STATION.  A UNITED STATES
 QB0514'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 2655.724 A RESET 1941 AND
 QB0514'RIVETED ON THE TOP OF A 3-1/2 INCH IRON PIPE ENCASED IN CONCRETE.
 QB0514
 QB0514                          STATION RECOVERY (1985)
 QB0514
 QB0514'RECOVERY NOTE BY US POWER SQUADRON 1985 (CLM)
 QB0514'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0002 ***********************************************************************
 QD0002  DESIGNATION -  2649
 QD0002  PID         -  QD0002
 QD0002  STATE/COUNTY-  OR/WHEELER
 QD0002  USGS QUAD   -  FOSSIL SOUTH (1990)
 QD0002
 QD0002                         *CURRENT SURVEY CONTROL
 QD0002  ___________________________________________________________________
 QD0002* NAD 83(1986)-  44 59 52.     (N)    120 13 01.     (W)     SCALED    
 QD0002* NAVD 88     -       808.574  (meters)    2652.80   (feet)  ADJUSTED  
 QD0002  ___________________________________________________________________
 QD0002  GEOID HEIGHT-         -20.16  (meters)                     GEOID03
 QD0002  DYNAMIC HT  -         808.391 (meters)    2652.20  (feet)  COMP
 QD0002  MODELED GRAV-     980,363.5   (mgal)                       NAVD 88
 QD0002
 QD0002  VERT ORDER  -  FIRST     CLASS II
 QD0002
 QD0002.The horizontal coordinates were scaled from a topographic map and have
 QD0002.an estimated accuracy of +/- 6 seconds.
 QD0002
 QD0002.The orthometric height was determined by differential leveling
 QD0002.and adjusted in June 1991.
 QD0002
 QD0002.The geoid height was determined by GEOID03.
 QD0002
 QD0002.The dynamic height is computed by dividing the NAVD 88
 QD0002.geopotential number by the normal gravity value computed on the
 QD0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0002.degrees latitude (g = 980.6199 gals.).
 QD0002
 QD0002.The modeled gravity was interpolated from observed gravity values.
 QD0002
 QD0002;                    North         East    Units  Estimated Accuracy
 QD0002;SPC OR N     -   147,950.    2,522,320.      MT  (+/- 180 meters Scaled)
 QD0002
 QD0002                          SUPERSEDED SURVEY CONTROL
 QD0002
 QD0002  NGVD 29 (??/??/92)  807.467  (m)         2649.16   (f) ADJ UNCH    1 2
 QD0002
 QD0002.Superseded values are not recommended for survey control.
 QD0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0002.See file dsdata.txt to determine how the superseded data were derived.
 QD0002
 QD0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGQ193864(NAD 83)
 QD0002_MARKER: Q = CHISELED SQUARE
 QD0002_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QD0002_SP_SET: SIDEWALK
 QD0002_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0002
 QD0002  HISTORY     - Date     Condition        Report By
 QD0002  HISTORY     - UNK      MONUMENTED       USGS
 QD0002  HISTORY     - 1930     GOOD             NGS
 QD0002  HISTORY     - 1963     MARK NOT FOUND   NGS
 QD0002
 QD0002                          STATION DESCRIPTION
 QD0002
 QD0002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1930
 QD0002'IN FOSSIL.
 QD0002'AT FOSSIL, WHEELER COUNTY, AT THE COUNTY COURTHOUSE, ON THE TOP OF THE
 QD0002'NORTH EDGE OF THE EAST-AND-WEST CONCRETE SIDEWALK, 6.5 FEET WEST OF
 QD0002'THE WEST EDGE OF THE NORTH-AND-SOUTH SIDEWALK, AND 36 FEET WEST OF THE
 QD0002'CENTER LINE OF THE ROAD.  A CHISELED SQUARE.
 QD0002
 QD0002                          STATION RECOVERY (1963)
 QD0002
 QD0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 QD0002'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0003 ***********************************************************************
 QD0003  DESIGNATION -  2654
 QD0003  PID         -  QD0003
 QD0003  STATE/COUNTY-  OR/WHEELER
 QD0003  USGS QUAD   -  FOSSIL SOUTH (1990)
 QD0003
 QD0003                         *CURRENT SURVEY CONTROL
 QD0003  ___________________________________________________________________
 QD0003* NAD 83(1986)-  44 59 52.     (N)    120 12 59.     (W)     SCALED    
 QD0003* NAVD 88     -       810.064  (meters)    2657.68   (feet)  ADJUSTED  
 QD0003  ___________________________________________________________________
 QD0003  GEOID HEIGHT-         -20.15  (meters)                     GEOID03
 QD0003  DYNAMIC HT  -         809.881 (meters)    2657.08  (feet)  COMP
 QD0003  MODELED GRAV-     980,363.5   (mgal)                       NAVD 88
 QD0003
 QD0003  VERT ORDER  -  FIRST     CLASS II
 QD0003
 QD0003.The horizontal coordinates were scaled from a topographic map and have
 QD0003.an estimated accuracy of +/- 6 seconds.
 QD0003
 QD0003.The orthometric height was determined by differential leveling
 QD0003.and adjusted in June 1991.
 QD0003
 QD0003.The geoid height was determined by GEOID03.
 QD0003
 QD0003.The dynamic height is computed by dividing the NAVD 88
 QD0003.geopotential number by the normal gravity value computed on the
 QD0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0003.degrees latitude (g = 980.6199 gals.).
 QD0003
 QD0003.The modeled gravity was interpolated from observed gravity values.
 QD0003
 QD0003;                    North         East    Units  Estimated Accuracy
 QD0003;SPC OR N     -   147,950.    2,522,360.      MT  (+/- 180 meters Scaled)
 QD0003
 QD0003                          SUPERSEDED SURVEY CONTROL
 QD0003
 QD0003  NGVD 29 (??/??/92)  808.957  (m)         2654.05   (f) ADJ UNCH    1 2
 QD0003
 QD0003.Superseded values are not recommended for survey control.
 QD0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0003.See file dsdata.txt to determine how the superseded data were derived.
 QD0003
 QD0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGQ194864(NAD 83)
 QD0003_MARKER: DD = SURVEY DISK
 QD0003_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QD0003_SP_SET: CONCRETE STEP
 QD0003_STAMPING: 2654.234 1914
 QD0003_MARK LOGO: USGS  
 QD0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0003+STABILITY: SURFACE MOTION
 QD0003_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QD0003+SATELLITE: SATELLITE OBSERVATIONS - July 22, 1989
 QD0003
 QD0003  HISTORY     - Date     Condition        Report By
 QD0003  HISTORY     - 1914     MONUMENTED       USGS
 QD0003  HISTORY     - 1963     GOOD             NGS
 QD0003  HISTORY     - 1987     GOOD             USPSQD
 QD0003  HISTORY     - 19890722 GOOD             NGS
 QD0003
 QD0003                          STATION DESCRIPTION
 QD0003
 QD0003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 QD0003'IN FOSSIL.
 QD0003'AT THE EAST ENTRANCE TO THE WHEELER COUNTY COURTHOUSE AT FOSSIL,
 QD0003'CEMENTED IN A DRILL HOLE AT THE SOUTH END OF THE TOP STEP, 0.5 FOOT
 QD0003'NORTH OF THE WALL.
 QD0003
 QD0003                          STATION RECOVERY (1987)
 QD0003
 QD0003'RECOVERY NOTE BY US POWER SQUADRON 1987 (RCC)
 QD0003'RECOVERED IN GOOD CONDITION.
 QD0003
 QD0003                          STATION RECOVERY (1989)
 QD0003
 QD0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 QD0003'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0637 ***********************************************************************
 QB0637  DESIGNATION -  2663
 QB0637  PID         -  QB0637
 QB0637  STATE/COUNTY-  OR/BAKER
 QB0637  USGS QUAD   -  HALFWAY (1987)
 QB0637
 QB0637                         *CURRENT SURVEY CONTROL
 QB0637  ___________________________________________________________________
 QB0637* NAD 83(1986)-  44 52 33.     (N)    117 06 33.     (W)     SCALED    
 QB0637* NAVD 88     -       806.563  (meters)    2646.20   (feet)  ADJUSTED  
 QB0637  ___________________________________________________________________
 QB0637  GEOID HEIGHT-         -16.38  (meters)                     GEOID03
 QB0637  DYNAMIC HT  -         806.343 (meters)    2645.48  (feet)  COMP
 QB0637  MODELED GRAV-     980,318.0   (mgal)                       NAVD 88
 QB0637
 QB0637  VERT ORDER  -  SECOND    CLASS 0
 QB0637
 QB0637.The horizontal coordinates were scaled from a topographic map and have
 QB0637.an estimated accuracy of +/- 6 seconds.
 QB0637
 QB0637.The orthometric height was determined by differential leveling
 QB0637.and adjusted in June 1991.
 QB0637
 QB0637.The geoid height was determined by GEOID03.
 QB0637
 QB0637.The dynamic height is computed by dividing the NAVD 88
 QB0637.geopotential number by the normal gravity value computed on the
 QB0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0637.degrees latitude (g = 980.6199 gals.).
 QB0637
 QB0637.The modeled gravity was interpolated from observed gravity values.
 QB0637
 QB0637;                    North         East    Units  Estimated Accuracy
 QB0637;SPC OR N     -   139,990.    2,767,830.      MT  (+/- 180 meters Scaled)
 QB0637
 QB0637                          SUPERSEDED SURVEY CONTROL
 QB0637
 QB0637  NGVD 29 (??/??/92)  805.508  (m)         2642.74   (f) ADJ UNCH    2 0
 QB0637
 QB0637.Superseded values are not recommended for survey control.
 QB0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0637.See file dsdata.txt to determine how the superseded data were derived.
 QB0637
 QB0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK913691(NAD 83)
 QB0637_MARKER: DB = BENCH MARK DISK
 QB0637_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QB0637_SP_SET: BANK BUILDING
 QB0637_STAMPING: 2663
 QB0637_MARK LOGO: USGS  
 QB0637_MAGNETIC: N = NO MAGNETIC MATERIAL
 QB0637_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QB0637
 QB0637  HISTORY     - Date     Condition        Report By
 QB0637  HISTORY     - 1945     MONUMENTED       USGS
 QB0637  HISTORY     - 1945     GOOD             NGS
 QB0637  HISTORY     - 19950420 GOOD             ORDT
 QB0637
 QB0637                          STATION DESCRIPTION
 QB0637
 QB0637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 QB0637'IN HALFWAY.
 QB0637'SET VERTICALLY ON THE NORTH WALL OF THE FIRST NATIONAL BANK BUILDING.
 QB0637'2.5 FEET EAST OF THE BANK ENTRANCE.  2 FEET ABOVE THE SIDEWALK.  AT A
 QB0637'Y INTERSECTION OF THE MAIN STREET AND A STREET SOUTH.
 QB0637
 QB0637                          STATION RECOVERY (1995)
 QB0637
 QB0637'RECOVERY NOTE BY OREGON DEPARTMENT OF TRANSPORTATION 1995 (SJ)
 QB0637'SET VERTICALLY ON THE NORTH WALL OF THE US BANK BUILDING, 2.5 FEET
 QB0637'(0.8 M) EAST OF BANK ENTRANCE, 2 FEET (0.6 M) ABOVE SIDEWALK.  AT A Y
 QB0637'INTERSECTION OF MAIN ST.  AND GOVER LANE AND COMMERICIAL ST. SCOTT
 QB0637'JONES, 3012 ISLAND AVE, LAGRANDE OR 97850.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0288 ***********************************************************************
 RC0288  DESIGNATION -  2663
 RC0288  PID         -  RC0288
 RC0288  STATE/COUNTY-  OR/GILLIAM
 RC0288  USGS QUAD   -  GWENDOLEN (1970)
 RC0288
 RC0288                         *CURRENT SURVEY CONTROL
 RC0288  ___________________________________________________________________
 RC0288* NAD 83(1986)-  45 18 08.     (N)    120 08 34.     (W)     SCALED    
 RC0288* NAVD 88     -       812.819  (meters)    2666.72   (feet)  ADJUSTED  
 RC0288  ___________________________________________________________________
 RC0288  GEOID HEIGHT-         -20.66  (meters)                     GEOID03
 RC0288  DYNAMIC HT  -         812.673 (meters)    2666.24  (feet)  COMP
 RC0288  MODELED GRAV-     980,408.9   (mgal)                       NAVD 88
 RC0288
 RC0288  VERT ORDER  -  FIRST     CLASS II
 RC0288
 RC0288.The horizontal coordinates were scaled from a topographic map and have
 RC0288.an estimated accuracy of +/- 6 seconds.
 RC0288
 RC0288.The orthometric height was determined by differential leveling
 RC0288.and adjusted in June 1991.
 RC0288
 RC0288.The geoid height was determined by GEOID03.
 RC0288
 RC0288.The dynamic height is computed by dividing the NAVD 88
 RC0288.geopotential number by the normal gravity value computed on the
 RC0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0288.degrees latitude (g = 980.6199 gals.).
 RC0288
 RC0288.The modeled gravity was interpolated from observed gravity values.
 RC0288
 RC0288;                    North         East    Units  Estimated Accuracy
 RC0288;SPC OR N     -   181,810.    2,528,010.      MT  (+/- 180 meters Scaled)
 RC0288
 RC0288                          SUPERSEDED SURVEY CONTROL
 RC0288
 RC0288  NGVD 29 (??/??/92)  811.735  (m)         2663.17   (f) ADJ UNCH    1 2
 RC0288
 RC0288.Superseded values are not recommended for survey control.
 RC0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0288.See file dsdata.txt to determine how the superseded data were derived.
 RC0288
 RC0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGR240204(NAD 83)
 RC0288_MARKER: P = PIPE CAP
 RC0288_SETTING: 0 = UNSPECIFIED SETTING
 RC0288_STAMPING: 2663.285 ORE 1913
 RC0288_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC0288
 RC0288  HISTORY     - Date     Condition        Report By
 RC0288  HISTORY     - 1913     MONUMENTED       USGS
 RC0288  HISTORY     - 1963     GOOD             NGS
 RC0288  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RC0288
 RC0288                          STATION DESCRIPTION
 RC0288
 RC0288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 RC0288'3.2 MI S FROM GWENDOLEN.
 RC0288'3.2 MILES SOUTH ALONG STATE HIGHWAY 19 FROM THE RAILROAD SIDING AT
 RC0288'GWENDOLEN, 0.15 MILE NORTH OF MILE POST NO. 33, 61 FEET EAST AND
 RC0288'ACROSS THE HIGHWAY FROM HIGHLINE POLE NO. 295, 30 FEET EAST OF THE
 RC0288'CENTER OF THE HIGHWAY, 5 FEET NORTH OF A TELEPHONE POLE, 1 FOOT EAST
 RC0288'OF A FENCE AND 1 FOOT SOUTH OF A METAL WITNESS POST.  THE MONUMENT
 RC0288'PROJECTS 5 INCHES.
 RC0288
 RC0288                          STATION RECOVERY (1987)
 RC0288
 RC0288'RECOVERY NOTE BY US POWER SQUADRON 1987 (RCC)
 RC0288'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0313 ***********************************************************************
 RC0313  DESIGNATION -  2668
 RC0313  PID         -  RC0313
 RC0313  STATE/COUNTY-  OR/WHEELER
 RC0313  USGS QUAD   -  FOSSIL NORTH (1970)
 RC0313
 RC0313                         *CURRENT SURVEY CONTROL
 RC0313  ___________________________________________________________________
 RC0313* NAD 83(1986)-  45 00 31.     (N)    120 13 53.     (W)     SCALED    
 RC0313* NAVD 88     -       814.37   (+/-2cm)    2671.8    (feet)  VERTCON   
 RC0313  ___________________________________________________________________
 RC0313  GEOID HEIGHT-         -20.19  (meters)                     GEOID03
 RC0313  VERT ORDER  -  ? (See Below)
 RC0313
 RC0313.The horizontal coordinates were scaled from a topographic map and have
 RC0313.an estimated accuracy of +/- 6 seconds.
 RC0313
 RC0313.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC0313.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC0313.The vertical order pertains to the NGVD 29 superseded value.
 RC0313
 RC0313.The geoid height was determined by GEOID03.
 RC0313
 RC0313;                    North         East    Units  Estimated Accuracy
 RC0313;SPC OR N     -   149,150.    2,521,170.      MT  (+/- 180 meters Scaled)
 RC0313
 RC0313                          SUPERSEDED SURVEY CONTROL
 RC0313
 RC0313  NGVD 29 (??/??/92)  813.266  (m)         2668.19   (f) ADJ UNCH    ?  
 RC0313
 RC0313.Superseded values are not recommended for survey control.
 RC0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0313.See file dsdata.txt to determine how the superseded data were derived.
 RC0313
 RC0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGQ181876(NAD 83)
 RC0313_MARKER: Q = CHISELED SQUARE
 RC0313_SETTING: 80 = SET IN A BOULDER
 RC0313_SP_SET: BOULDER
 RC0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0313+STABILITY: SURFACE MOTION
 RC0313
 RC0313  HISTORY     - Date     Condition        Report By
 RC0313  HISTORY     - UNK      MONUMENTED       PG+E
 RC0313  HISTORY     - 1935     GOOD             NGS
 RC0313  HISTORY     - 1970     MARK NOT FOUND   PG+E
 RC0313
 RC0313                          STATION DESCRIPTION
 RC0313
 RC0313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 RC0313'1.2 MI N FROM FOSSIL.
 RC0313'ABOUT 1.2 MILES NORTH ALONG THE JOHN DAY HIGHWAY (OREGON 19) FROM
 RC0313'FOSSIL, WHEELER COUNTY, AT MILEAGE 57.3, 87 FEET NORTH OF A BARN ON
 RC0313'THE TOP OF A RIDGE, 94 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 30
 RC0313'FEET SOUTH OF A CULVERT IN A SHORT FILL, AND ON THE TOP OF A LARGE
 RC0313'BOULDER PROJECTING ABOUT 2 FEET ABOVE GROUND.  A CHISELED SQUARE.
 RC0313
 RC0313                          STATION RECOVERY (1970)
 RC0313
 RC0313'RECOVERY NOTE BY PACIFIC GAS AND ELECTRIC COMPANY 1970
 RC0313'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0919 ***********************************************************************
 RA0919  DESIGNATION -  2670
 RA0919  PID         -  RA0919
 RA0919  STATE/COUNTY-  OR/UNION
 RA0919  USGS QUAD   -  ELGIN (1995)
 RA0919
 RA0919                         *CURRENT SURVEY CONTROL
 RA0919  ___________________________________________________________________
 RA0919* NAD 83(1986)-  45 33 52.     (N)    117 55 01.     (W)     SCALED    
 RA0919* NAVD 88     -       814.791  (meters)    2673.19   (feet)  ADJUSTED  
 RA0919  ___________________________________________________________________
 RA0919  GEOID HEIGHT-         -18.04  (meters)                     GEOID03
 RA0919  DYNAMIC HT  -         814.627 (meters)    2672.66  (feet)  COMP
 RA0919  MODELED GRAV-     980,388.0   (mgal)                       NAVD 88
 RA0919
 RA0919  VERT ORDER  -  SECOND    CLASS 0
 RA0919
 RA0919.The horizontal coordinates were scaled from a topographic map and have
 RA0919.an estimated accuracy of +/- 6 seconds.
 RA0919
 RA0919.The orthometric height was determined by differential leveling
 RA0919.and adjusted in June 1991.
 RA0919.WARNING-Repeat measurements at this control monument indicate possible
 RA0919.vertical movement.
 RA0919
 RA0919.The geoid height was determined by GEOID03.
 RA0919
 RA0919.The dynamic height is computed by dividing the NAVD 88
 RA0919.geopotential number by the normal gravity value computed on the
 RA0919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0919.degrees latitude (g = 980.6199 gals.).
 RA0919
 RA0919.The modeled gravity was interpolated from observed gravity values.
 RA0919
 RA0919;                    North         East    Units  Estimated Accuracy
 RA0919;SPC OR N     -   214,110.    2,701,610.      MT  (+/- 180 meters Scaled)
 RA0919
 RA0919                          SUPERSEDED SURVEY CONTROL
 RA0919
 RA0919  NGVD 29 (??/??/92)  813.689  (m)         2669.58   (f) ADJ UNCH    2 0
 RA0919
 RA0919.Superseded values are not recommended for survey control.
 RA0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0919.See file dsdata.txt to determine how the superseded data were derived.
 RA0919
 RA0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML284460(NAD 83)
 RA0919_MARKER: DD = SURVEY DISK
 RA0919_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RA0919_SP_SET: STEPS
 RA0919_STAMPING: 2670 A 1903
 RA0919_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RA0919
 RA0919  HISTORY     - Date     Condition        Report By
 RA0919  HISTORY     - 1903     MONUMENTED       USGS
 RA0919  HISTORY     - 1952     GOOD             NGS
 RA0919  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RA0919
 RA0919                          STATION DESCRIPTION
 RA0919
 RA0919'DESCRIBED BY US GEOLOGICAL SURVEY 1903
 RA0919'IN ELGIN.
 RA0919'AT ELGIN, UNION CO, ON STATE HIGHWAY 82, AT THE FIRST STATE BANK OF
 RA0919'ELGIN BUILDING, AT THE NORTH ENTRANCE, AND AT THE EXTREME EAST END OF
 RA0919'THE MIDDLE ONE OF THREE STONE STEPS.  A USGS STANDARD DISK STAMPED
 RA0919'2670 A 1903.
 RA0919
 RA0919                          STATION RECOVERY (1952)
 RA0919
 RA0919'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 RA0919'RECOVERED IN GOOD CONDITION.
 RA0919
 RA0919                          STATION RECOVERY (1988)
 RA0919
 RA0919'RECOVERY NOTE BY US POWER SQUADRON 1988 (RC)
 RA0919'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0754 ***********************************************************************
 RA0754  DESIGNATION -  2677
 RA0754  PID         -  RA0754
 RA0754  STATE/COUNTY-  OR/UNION
 RA0754  USGS QUAD   -  IMBLER (1994)
 RA0754
 RA0754                         *CURRENT SURVEY CONTROL
 RA0754  ___________________________________________________________________
 RA0754* NAD 83(1986)-  45 29 46.     (N)    117 55 27.     (W)     SCALED    
 RA0754* NAVD 88     -       816.899  (meters)    2680.11   (feet)  ADJUSTED  
 RA0754  ___________________________________________________________________
 RA0754  GEOID HEIGHT-         -17.93  (meters)                     GEOID03
 RA0754  DYNAMIC HT  -         816.715 (meters)    2679.51  (feet)  COMP
 RA0754  MODELED GRAV-     980,365.4   (mgal)                       NAVD 88
 RA0754
 RA0754  VERT ORDER  -  SECOND    CLASS 0
 RA0754
 RA0754.The horizontal coordinates were scaled from a topographic map and have
 RA0754.an estimated accuracy of +/- 6 seconds.
 RA0754
 RA0754.The orthometric height was determined by differential leveling
 RA0754.and adjusted in June 1991.
 RA0754
 RA0754.The geoid height was determined by GEOID03.
 RA0754
 RA0754.The dynamic height is computed by dividing the NAVD 88
 RA0754.geopotential number by the normal gravity value computed on the
 RA0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0754.degrees latitude (g = 980.6199 gals.).
 RA0754
 RA0754.The modeled gravity was interpolated from observed gravity values.
 RA0754
 RA0754;                    North         East    Units  Estimated Accuracy
 RA0754;SPC OR N     -   206,500.    2,701,280.      MT  (+/- 180 meters Scaled)
 RA0754
 RA0754                          SUPERSEDED SURVEY CONTROL
 RA0754
 RA0754  NGVD 29 (??/??/92)  815.792  (m)         2676.48   (f) ADJ UNCH    2 0
 RA0754
 RA0754.Superseded values are not recommended for survey control.
 RA0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0754.See file dsdata.txt to determine how the superseded data were derived.
 RA0754
 RA0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML277384(NAD 83)
 RA0754_MARKER: DD = SURVEY DISK
 RA0754_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RA0754_SP_SET: ABUTMENT
 RA0754_STAMPING: 2677 1903
 RA0754_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RA0754
 RA0754  HISTORY     - Date     Condition        Report By
 RA0754  HISTORY     - 1903     MONUMENTED       USGS
 RA0754  HISTORY     - 1945     GOOD             NGS
 RA0754
 RA0754                          STATION DESCRIPTION
 RA0754
 RA0754'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 RA0754'5.45 MI SE FROM ELGIN.
 RA0754'4.9 MILES SOUTH ALONG STATE HIGHWAY NO.82, THENCE 0.55 MILE EAST ALONG
 RA0754'COUNTY ROAD FROM THE CITY HALL AT ELGIN, AT STEEL BRIDGE OVER GRANDE
 RA0754'RONDE RIVER, 11.0 FEET SOUTH OF CENTERLINE OF ROAD, 1.5 FOOT BELOW TOP
 RA0754'OF BRIDGE FLOOR, 0.8 FOOT SOUTH OF SOUTH EDGE OF STEEL GIRDER, SET IN
 RA0754'TOP OF SOUTH END OF COPING STONE OF EAST STONE ABUTMENT FOR BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0576 ***********************************************************************
 QB0576  DESIGNATION -  2695
 QB0576  PID         -  QB0576
 QB0576  STATE/COUNTY-  OR/BAKER
 QB0576  USGS QUAD   -  KEATING (1994)
 QB0576
 QB0576                         *CURRENT SURVEY CONTROL
 QB0576  ___________________________________________________________________
 QB0576* NAD 83(1986)-  44 50 29.     (N)    117 31 33.     (W)     SCALED    
 QB0576* NAVD 88     -       821.006  (meters)    2693.58   (feet)  ADJUSTED  
 QB0576  ___________________________________________________________________
 QB0576  GEOID HEIGHT-         -16.77  (meters)                     GEOID03
 QB0576  DYNAMIC HT  -         820.788 (meters)    2692.87  (feet)  COMP
 QB0576  MODELED GRAV-     980,324.7   (mgal)                       NAVD 88
 QB0576
 QB0576  VERT ORDER  -  SECOND    CLASS 0
 QB0576
 QB0576.The horizontal coordinates were scaled from a topographic map and have
 QB0576.an estimated accuracy of +/- 6 seconds.
 QB0576
 QB0576.The orthometric height was determined by differential leveling
 QB0576.and adjusted in June 1991.
 QB0576
 QB0576.The geoid height was determined by GEOID03.
 QB0576
 QB0576.The dynamic height is computed by dividing the NAVD 88
 QB0576.geopotential number by the normal gravity value computed on the
 QB0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0576.degrees latitude (g = 980.6199 gals.).
 QB0576
 QB0576.The modeled gravity was interpolated from observed gravity values.
 QB0576
 QB0576;                    North         East    Units  Estimated Accuracy
 QB0576;SPC OR N     -   134,860.    2,735,080.      MT  (+/- 180 meters Scaled)
 QB0576
 QB0576                          SUPERSEDED SURVEY CONTROL
 QB0576
 QB0576  NGVD 29 (??/??/92)  819.931  (m)         2690.06   (f) ADJ UNCH    2 0
 QB0576
 QB0576.Superseded values are not recommended for survey control.
 QB0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0576.See file dsdata.txt to determine how the superseded data were derived.
 QB0576
 QB0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK584654(NAD 83)
 QB0576_MARKER: P = PIPE CAP
 QB0576_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QB0576_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QB0576_STAMPING: 2695 2690 BC 1911
 QB0576_MARK LOGO: USGS  
 QB0576_MAGNETIC: P = MARKER IS A STEEL PIPE
 QB0576_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB0576
 QB0576  HISTORY     - Date     Condition        Report By
 QB0576  HISTORY     - 1911     MONUMENTED       USGS
 QB0576  HISTORY     - 1945     GOOD             NGS
 QB0576  HISTORY     - 19460531 GOOD             CGS
 QB0576
 QB0576                          STATION DESCRIPTION
 QB0576
 QB0576'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 QB0576'17.1 MI E FROM BAKER.
 QB0576'17.1 MILES EAST ALONG STATE HIGHWAY NO. 86 FROM THE POST OFFICE AT
 QB0576'BAKER, CAP ON IRON PINE, ON SIDE ROAD 0.9 MILES NORTH OF HIGHWAY, ON
 QB0576'INSIDE OF CURVE WITH TANGENTS NORTH-WEST AND EAST, 60 FEET SOUTH OF
 QB0576'THE SOUTH-EAST CORNER OF WHITE FARM HOUSE, 1 FOOT SOUTH OF WHITE
 QB0576'PICKET FENCE.
 QB0576
 QB0576                          STATION RECOVERY (1946)
 QB0576
 QB0576'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 QB0576'ABOUT 18.0 MI (29.0 KM) EAST ALONG STATE HIGHWAY 86 FROM THE POST
 QB0576'OFFICE AT BAKER, THENCE 0.9 MI (1.4 KM) NORTH ALONG A GRAVEL ROAD, ON
 QB0576'THE INSIDE OF A CURVE, 60 FT (18.3 M) SOUTH OF THE SOUTHEAST CORNER
 QB0576'OF A WHITE HOUSE, AND 1 FT (0.3 M) SOUTH OF A WHITE PICKET FENCE.  A
 QB0576'USGS BRONZE CAP RIVETED ON TOP OF A 3.5-INCH IRON PIPE WHICH WAS
 QB0576'REINFORCED WITH CONCRETE IN 1945.
 QB0576'IN 1945 THIS MARK WAS INCORRECTLY DESIGNATED 2681 AND DESCRIBED AS
 QB0576'BEING STAMPED--USGS 2681 1911 BC.  IT IS DEFINITELY STAMPED--2695
 QB0576'2690 BC 1911.  THE DESIGNATIONS AND STAMPINGS WERE REVERSED IN THE
 QB0576'1945 RECORDS.
 QB0576'(NOTE--THE ACTUAL HEIGHTS FOR THE AFOREMENTIONED BENCH MARKS DO NOT
 QB0576'MATCH THE STAMPINGS.  BM 2695 IS LOWER THAN BM 2681.)
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0977 ***********************************************************************
 RA0977  DESIGNATION -  2696 RESET
 RA0977  PID         -  RA0977
 RA0977  STATE/COUNTY-  OR/UNION
 RA0977  USGS QUAD   -  CONLEY (1994)
 RA0977
 RA0977                         *CURRENT SURVEY CONTROL
 RA0977  ___________________________________________________________________
 RA0977* NAD 83(1986)-  45 15 30.     (N)    117 58 50.     (W)     SCALED    
 RA0977* NAVD 88     -       824.027  (meters)    2703.50   (feet)  ADJUSTED  
 RA0977  ___________________________________________________________________
 RA0977  GEOID HEIGHT-         -17.58  (meters)                     GEOID03
 RA0977  DYNAMIC HT  -         823.832 (meters)    2702.86  (feet)  COMP
 RA0977  MODELED GRAV-     980,352.6   (mgal)                       NAVD 88
 RA0977
 RA0977  VERT ORDER  -  FIRST     CLASS II
 RA0977
 RA0977.The horizontal coordinates were scaled from a topographic map and have
 RA0977.an estimated accuracy of +/- 6 seconds.
 RA0977
 RA0977.The orthometric height was determined by differential leveling
 RA0977.and adjusted in June 1991.
 RA0977
 RA0977.The geoid height was determined by GEOID03.
 RA0977
 RA0977.The dynamic height is computed by dividing the NAVD 88
 RA0977.geopotential number by the normal gravity value computed on the
 RA0977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0977.degrees latitude (g = 980.6199 gals.).
 RA0977
 RA0977.The modeled gravity was interpolated from observed gravity values.
 RA0977
 RA0977;                    North         East    Units  Estimated Accuracy
 RA0977;SPC OR N     -   179,950.    2,697,700.      MT  (+/- 180 meters Scaled)
 RA0977
 RA0977                          SUPERSEDED SURVEY CONTROL
 RA0977
 RA0977  NGVD 29 (??/??/92)  822.95   (m)         2700.0    (f) COMPUTED    1 2
 RA0977
 RA0977.Superseded values are not recommended for survey control.
 RA0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0977.See file dsdata.txt to determine how the superseded data were derived.
 RA0977
 RA0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML230121(NAD 83)
 RA0977_MARKER: P = PIPE CAP
 RA0977_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RA0977_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RA0977_STAMPING: 2701.865 A RESET 1941
 RA0977_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RA0977
 RA0977  HISTORY     - Date     Condition        Report By
 RA0977  HISTORY     - 1941     MONUMENTED       USGS
 RA0977  HISTORY     - 1941     GOOD             NGS
 RA0977
 RA0977                          STATION DESCRIPTION
 RA0977
 RA0977'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 RA0977'7.6 MI SE FROM LAGRANDE.
 RA0977'ABOUT 7.6 MILES SOUTHEAST ALONG THE OREGON TRAIL (U.S. 30) FROM THE
 RA0977'POST OFFICE AT LAGRANDE, UNION COUNTY, AT MILEAGE 295, 12 FEET
 RA0977'NORTHWEST OF A POLE, 30 FEET NORTHEAST OF THE CENTER LINE OF THE
 RA0977'HIGHWAY, 45 FEET SOUTHWEST OF THE UNION PACIFIC RAILROAD, AND NEAR A
 RA0977'WHITE WOODEN WITNESS POST.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 RA0977'CAP, STAMPED 2701.865 A RESET 1941 AND RIVETED ON THE TOP OF A 3-1/2
 RA0977'INCH IRON PIPE ENCASED IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0094 ***********************************************************************
 PB0094  DESIGNATION -  27
 PB0094  PID         -  PB0094
 PB0094  STATE/COUNTY-  OR/DESCHUTES
 PB0094  USGS QUAD   -  BROTHERS SW (1967)
 PB0094
 PB0094                         *CURRENT SURVEY CONTROL
 PB0094  ___________________________________________________________________
 PB0094* NAD 83(1986)-  43 50 45.     (N)    120 43 19.     (W)     SCALED    
 PB0094* NAVD 88     -      1344.103  (meters)    4409.78   (feet)  ADJUSTED  
 PB0094  ___________________________________________________________________
 PB0094  GEOID HEIGHT-         -20.03  (meters)                     GEOID03
 PB0094  DYNAMIC HT  -        1343.479 (meters)    4407.73  (feet)  COMP
 PB0094  MODELED GRAV-     980,107.7   (mgal)                       NAVD 88
 PB0094
 PB0094  VERT ORDER  -  FIRST     CLASS II
 PB0094
 PB0094.The horizontal coordinates were scaled from a topographic map and have
 PB0094.an estimated accuracy of +/- 6 seconds.
 PB0094
 PB0094.The orthometric height was determined by differential leveling
 PB0094.and adjusted in June 1991.
 PB0094
 PB0094.The geoid height was determined by GEOID03.
 PB0094
 PB0094.The dynamic height is computed by dividing the NAVD 88
 PB0094.geopotential number by the normal gravity value computed on the
 PB0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0094.degrees latitude (g = 980.6199 gals.).
 PB0094
 PB0094.The modeled gravity was interpolated from observed gravity values.
 PB0094
 PB0094;                    North         East    Units  Estimated Accuracy
 PB0094;SPC OR S     -   242,100.    1,482,150.      MT  (+/- 180 meters Scaled)
 PB0094
 PB0094                          SUPERSEDED SURVEY CONTROL
 PB0094
 PB0094  NGVD 29 (??/??/92) 1342.899  (m)         4405.83   (f) ADJ UNCH    1 2
 PB0094
 PB0094.Superseded values are not recommended for survey control.
 PB0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0094.See file dsdata.txt to determine how the superseded data were derived.
 PB0094
 PB0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP831572(NAD 83)
 PB0094_MARKER: DD = SURVEY DISK
 PB0094_SETTING: 66 = SET IN ROCK OUTCROP
 PB0094_SP_SET: ROCK OUTCROP
 PB0094_STAMPING: 27 1927
 PB0094_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PB0094+STABILITY: POSITION/ELEVATION WELL
 PB0094
 PB0094  HISTORY     - Date     Condition        Report By
 PB0094  HISTORY     - 1927     MONUMENTED       ORDT
 PB0094  HISTORY     - 1943     GOOD             NGS
 PB0094
 PB0094                          STATION DESCRIPTION
 PB0094
 PB0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PB0094'6.5 MI NW FROM BROTHERS.
 PB0094'ABOUT 6.5 MILES NORTHWEST ALONG THE CENTRAL OREGON HIGHWAY (U.S. 20)
 PB0094'FROM THE STORE AND SERVICE STATION AT BROTHERS, DESCHUTES COUNTY,
 PB0094'ABOUT 0.6 MILE EAST OF THE JUNCTION OF THE BEAR CREEK HIGHWAY (OREGON
 PB0094'27), IN A SMALL COVE AT THE SUMMIT OF THE FIRST HILL EAST OF THE
 PB0094'JUNCTION, ABOUT 145 FEET WEST OF THE CENTER OF THE JUNCTION OF A SIDE
 PB0094'ROAD LEADING SOUTH, 53 FEET SOUTHWEST OF THE CENTER LINE OF THE
 PB0094'HIGHWAY, 76 FEET NORTHEAST OF THE EAST END OF A SNOW FENCE, AND IN THE
 PB0094'TOP OF A ROCK OUTCROP ABOUT FLUSH WITH THE GROUND.  AN OREGON STATE
 PB0094'HIGHWAY DEPARTMENT STANDARD DISK, STAMPED 27 1927.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0201 ***********************************************************************
 QE0201  DESIGNATION -  27
 QE0201  PID         -  QE0201
 QE0201  STATE/COUNTY-  OR/LINN
 QE0201  USGS QUAD   -  ECHO MOUNTAIN (1994)
 QE0201
 QE0201                         *CURRENT SURVEY CONTROL
 QE0201  ___________________________________________________________________
 QE0201* NAD 83(1986)-  44 24 50.     (N)    122 02 45.     (W)     SCALED    
 QE0201* NAVD 88     -       999.300  (meters)    3278.54   (feet)  POSTED    
 QE0201  ___________________________________________________________________
 QE0201  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 QE0201  DYNAMIC HT  -         998.960 (meters)    3277.42  (feet)  COMP
 QE0201  MODELED GRAV-     980,244.8   (mgal)                       NAVD 88
 QE0201
 QE0201  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 QE0201
 QE0201.The horizontal coordinates were scaled from a topographic map and have
 QE0201.an estimated accuracy of +/- 6 seconds.
 QE0201
 QE0201.The orthometric height was determined by differential leveling
 QE0201.and adjusted by the  in 1992.
 QE0201.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 QE0201.rate of 1.1 thru 2.0 mm/km.
 QE0201
 QE0201.The geoid height was determined by GEOID03.
 QE0201
 QE0201.The dynamic height is computed by dividing the NAVD 88
 QE0201.geopotential number by the normal gravity value computed on the
 QE0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0201.degrees latitude (g = 980.6199 gals.).
 QE0201
 QE0201.The modeled gravity was interpolated from observed gravity values.
 QE0201
 QE0201;                    North         East    Units  Estimated Accuracy
 QE0201;SPC OR N     -    84,210.    2,376,890.      MT  (+/- 180 meters Scaled)
 QE0201
 QE0201                          SUPERSEDED SURVEY CONTROL
 QE0201
 QE0201  NGVD 29 (??/??/92)  998.109  (m)         3274.63   (f) ADJ UNCH    1 2
 QE0201
 QE0201.Superseded values are not recommended for survey control.
 QE0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0201.See file dsdata.txt to determine how the superseded data were derived.
 QE0201
 QE0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ759182(NAD 83)
 QE0201_MARKER: DD = SURVEY DISK
 QE0201_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QE0201_SP_SET: CULVERT
 QE0201_STAMPING: 3275 27 1936
 QE0201_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0201
 QE0201  HISTORY     - Date     Condition        Report By
 QE0201  HISTORY     - 1936     MONUMENTED       BPR
 QE0201
 QE0201                          STATION DESCRIPTION
 QE0201
 QE0201'DESCRIBED BY US BUREAU OF PUBLIC ROADS 1936
 QE0201'5.2 MI W FROM SANTIAM JUNCTION.
 QE0201'5.2 MILES WEST ALONG THE SOUTH SANTIAM HIGHWAY (U.S. 20) FROM THE
 QE0201'SOUTHWEST JUNCTION OF THE NORTH SANTIAM HIGHWAY (OREG. 222) AT SANTIAM
 QE0201'JUNCTION, LINN COUNTY, IN THE TOP OF THE NORTH HEADWALL OF A CULVERT,
 QE0201'30 FEET NORTH OF THE HIGHWAY, AND ABOUT 4 FEET LOWER THAN THE HIGHWAY.
 QE0201'A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK, STAMPED 3275 27
 QE0201'1936.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0271 ***********************************************************************
 PB0271  DESIGNATION -  27
 PB0271  PID         -  PB0271
 PB0271  STATE/COUNTY-  OR/LAKE
 PB0271  USGS QUAD   -  BIG HOLE (1982)
 PB0271
 PB0271                         *CURRENT SURVEY CONTROL
 PB0271  ___________________________________________________________________
 PB0271* NAD 83(1986)-  43 26 26.     (N)    121 20 17.     (W)     SCALED    
 PB0271* NAVD 88     -      1438.052  (meters)    4718.01   (feet)  ADJUSTED  
 PB0271  ___________________________________________________________________
 PB0271  GEOID HEIGHT-         -20.85  (meters)                     GEOID03
 PB0271  DYNAMIC HT  -        1437.286 (meters)    4715.50  (feet)  COMP
 PB0271  MODELED GRAV-     980,036.9   (mgal)                       NAVD 88
 PB0271
 PB0271  VERT ORDER  -  SECOND    CLASS 0
 PB0271
 PB0271.The horizontal coordinates were scaled from a topographic map and have
 PB0271.an estimated accuracy of +/- 6 seconds.
 PB0271
 PB0271.The orthometric height was determined by differential leveling
 PB0271.and adjusted in June 1991.
 PB0271
 PB0271.The geoid height was determined by GEOID03.
 PB0271
 PB0271.The dynamic height is computed by dividing the NAVD 88
 PB0271.geopotential number by the normal gravity value computed on the
 PB0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0271.degrees latitude (g = 980.6199 gals.).
 PB0271
 PB0271.The modeled gravity was interpolated from observed gravity values.
 PB0271
 PB0271;                    North         East    Units  Estimated Accuracy
 PB0271;SPC OR S     -   197,390.    1,432,160.      MT  (+/- 180 meters Scaled)
 PB0271
 PB0271                          SUPERSEDED SURVEY CONTROL
 PB0271
 PB0271  NGVD 29 (??/??/92) 1436.774  (m)         4713.82   (f) ADJ UNCH    2 0
 PB0271
 PB0271.Superseded values are not recommended for survey control.
 PB0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0271.See file dsdata.txt to determine how the superseded data were derived.
 PB0271
 PB0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP344110(NAD 83)
 PB0271_MARKER: DD = SURVEY DISK
 PB0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0271_STAMPING: 4714 27 1929
 PB0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0271+STABILITY: SURFACE MOTION
 PB0271
 PB0271  HISTORY     - Date     Condition        Report By
 PB0271  HISTORY     - 1929     MONUMENTED       BPR
 PB0271  HISTORY     - 1931     GOOD             NGS
 PB0271  HISTORY     - 19860916 GOOD             USPSQD
 PB0271
 PB0271                          STATION DESCRIPTION
 PB0271
 PB0271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 PB0271'20.2 MI SE FROM LAPINE.
 PB0271'IN LAKE COUNTY, ABOUT 20.2 MILES SOUTHEAST ALONG THE FREMONT HIGHWAY
 PB0271'(OREGON 31) FROM LAPINE, DESCHUTES COUNTY, AT THE FOOT OF A HILL, AT
 PB0271'THE EAST END OF A CURVE, AND 36 FEET SOUTH OF THE CENTER LINE OF THE
 PB0271'HIGHWAY.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK,
 PB0271'STAMPED 4714 27 1929 AND SET IN THE TOP OF A CONCRETE POST.
 PB0271
 PB0271                          STATION RECOVERY (1986)
 PB0271
 PB0271'RECOVERY NOTE BY US POWER SQUADRON 1986 (RCC)
 PB0271'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3696 ***********************************************************************
 RD3696  DESIGNATION -  27
 RD3696  PID         -  RD3696
 RD3696  STATE/COUNTY-  OR/MULTNOMAH
 RD3696  USGS QUAD   -  LINNTON (1990)
 RD3696
 RD3696                         *CURRENT SURVEY CONTROL
 RD3696  ___________________________________________________________________
 RD3696* NAD 83(1991)-  45 36 18.58496(N)    122 46 29.26418(W)     ADJUSTED  
 RD3696* NAVD 88     -        12.     (meters)      39.     (feet)  SCALED    
 RD3696  ___________________________________________________________________
 RD3696  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 RD3696  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 RD3696  HORZ ORDER  -  THIRD
 RD3696
 RD3696.The horizontal coordinates were established by classical geodetic methods
 RD3696.and adjusted by the National Geodetic Survey in October 1991.
 RD3696
 RD3696.The orthometric height was scaled from a topographic map.
 RD3696
 RD3696.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3696
 RD3696.The geoid height was determined by GEOID03.
 RD3696
 RD3696;                    North         East     Units Scale Factor Converg.
 RD3696;SPC OR N     -   217,909.399 2,322,574.669   MT  0.99992357   -1 36 47.7
 RD3696;SPC OR N     -   714,925.85  7,619,995.63   iFT  0.99992357   -1 36 47.7
 RD3696;SPC WA S     -    32,773.439   322,551.699   MT  1.00005951   -1 39 08.6
 RD3696;SPC WA S     -   107,524.19  1,058,238.37   sFT  1.00005951   -1 39 08.6
 RD3696;UTM  10      - 5,050,204.520   517,561.714   MT  0.99960379   +0 09 39.3
 RD3696
 RD3696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3696!SPC OR N     -   1.00000169  x   0.99992357  =   0.99992526
 RD3696!SPC WA S     -   1.00000169  x   1.00005951  =   1.00006120
 RD3696!UTM  10      -   1.00000169  x   0.99960379  =   0.99960548
 RD3696
 RD3696:                Primary Azimuth Mark                     Grid Az
 RD3696:SPC OR N     -  29                                       167 47 58.8
 RD3696:SPC WA S     -  29                                       167 50 19.7
 RD3696:UTM  10      -  29                                       166 01 31.8
 RD3696
 RD3696|---------------------------------------------------------------------|
 RD3696| PID    Reference Object                     Distance      Geod. Az  |
 RD3696|                                                           dddmmss.s |
 RD3696| RD3698 29                                  APPROX. 0.9 KM 1661111.1 |
 RD3696| RD3707 25                                  471.175 METERS 3213850.2 |
 RD3696|---------------------------------------------------------------------|
 RD3696
 RD3696                          SUPERSEDED SURVEY CONTROL
 RD3696
 RD3696  NAD 83(1986)-  45 36 18.60431(N)    122 46 29.26651(W) AD(       ) 3
 RD3696  NAD 27      -  45 36 19.18100(N)    122 46 24.90500(W) AD(       ) 3
 RD3696
 RD3696.Superseded values are not recommended for survey control.
 RD3696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3696.See file dsdata.txt to determine how the superseded data were derived.
 RD3696
 RD3696_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1756250205(NAD 83)
 RD3696
 RD3696  HISTORY     - Date     Condition        Report By
 RD3696  HISTORY     - 1899     MONUMENTED       USE
 RD3696  HISTORY     - 1941     SEE DESCRIPTION  CGS
 RD3696  HISTORY     - 1960     SEE DESCRIPTION  CGS
 RD3696  HISTORY     - 19941031 MARK NOT FOUND   USPSQD
 RD3696
 RD3696                          STATION DESCRIPTION
 RD3696
 RD3696'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (LAM)
 RD3696'THIS STATION WAS ON E BANK OF WILLAMETTE RIVER N OF
 RD3696'ST. JOHNS DISTRICT, PORTLAND.  MARKED BY IRON PIPE IN BLOCK
 RD3696'OF CONCRETE LETTERED U.S.E. 27.  STATION APPARENTLY
 RD3696'DESTROYED BY CONSTRUCTION OF GRAIN ELEVATOR AT MUNICIPAL
 RD3696'TERMINAL 4.
 RD3696
 RD3696                          STATION RECOVERY (1960)
 RD3696
 RD3696'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ANS)
 RD3696'THE LOCATION OF THIS STATION WAS AT THE OREGON SHIPYARDS.
 RD3696'
 RD3696'THIS STATION SHOULD BE CONSIDERED DESTROYED BY THE
 RD3696'CONSTRUCTION OF THE SHIPYARDS.
 RD3696
 RD3696                          STATION RECOVERY (1994)
 RD3696
 RD3696'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD3696'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0164 ***********************************************************************
 RB0164  DESIGNATION -  27 AA
 RB0164  PID         -  RB0164
 RB0164  STATE/COUNTY-  OR/UNION
 RB0164  USGS QUAD   -  KAMELA SE (1984)
 RB0164
 RB0164                         *CURRENT SURVEY CONTROL
 RB0164  ___________________________________________________________________
 RB0164* NAD 83(1986)-  45 17 33.     (N)    118 19 59.     (W)     SCALED    
 RB0164* NAVD 88     -       970.255  (meters)    3183.24   (feet)  ADJUSTED  
 RB0164  ___________________________________________________________________
 RB0164  GEOID HEIGHT-         -17.77  (meters)                     GEOID03
 RB0164  DYNAMIC HT  -         970.005 (meters)    3182.42  (feet)  COMP
 RB0164  MODELED GRAV-     980,325.5   (mgal)                       NAVD 88
 RB0164
 RB0164  VERT ORDER  -  SECOND    CLASS 0
 RB0164
 RB0164.The horizontal coordinates were scaled from a topographic map and have
 RB0164.an estimated accuracy of +/- 6 seconds.
 RB0164
 RB0164.The orthometric height was determined by differential leveling
 RB0164.and adjusted in June 1991.
 RB0164
 RB0164.The geoid height was determined by GEOID03.
 RB0164
 RB0164.The dynamic height is computed by dividing the NAVD 88
 RB0164.geopotential number by the normal gravity value computed on the
 RB0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0164.degrees latitude (g = 980.6199 gals.).
 RB0164
 RB0164.The modeled gravity was interpolated from observed gravity values.
 RB0164
 RB0164;                    North         East    Units  Estimated Accuracy
 RB0164;SPC OR N     -   182,940.    2,669,950.      MT  (+/- 180 meters Scaled)
 RB0164
 RB0164                          SUPERSEDED SURVEY CONTROL
 RB0164
 RB0164  NGVD 29 (??/??/92)  969.142  (m)         3179.59   (f) ADJ UNCH    2 0
 RB0164
 RB0164.Superseded values are not recommended for survey control.
 RB0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0164.See file dsdata.txt to determine how the superseded data were derived.
 RB0164
 RB0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL954163(NAD 83)
 RB0164_MARKER: DD = SURVEY DISK
 RB0164_SETTING: 66 = SET IN ROCK OUTCROP
 RB0164_SP_SET: ROCK OUTCROP
 RB0164_STAMPING: 27 AA 1950
 RB0164_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RB0164+STABILITY: POSITION/ELEVATION WELL
 RB0164
 RB0164  HISTORY     - Date     Condition        Report By
 RB0164  HISTORY     - 1950     MONUMENTED       USGS
 RB0164  HISTORY     - 1951     GOOD             NGS
 RB0164
 RB0164                          STATION DESCRIPTION
 RB0164
 RB0164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 RB0164'8.75 MI SW FROM HILGARD.
 RB0164'0.6 MILE EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT HILGARD,
 RB0164'THENCE 0.65 MILE WEST ALONG U. S. HIGHWAY 30, THENCE 7.5 MILES
 RB0164'SOUTHWEST ALONG THE STARKEY SECONDARY STATE HIGHWAY, NEAR THE CONCRETE
 RB0164'BRIDGE NUMBER 4847-A OVER THE GRANDE RONDE RIVER, AND SET IN A ROCK
 RB0164'OUTCROP, 107 1/2 FEET NORTHEAST OF THE NORTH END OF THE EAST SIDEWALK
 RB0164'AND CURBING, 114 FEET EAST OF THE CENTER LINE OF THE ROAD, AND ABOUT
 RB0164'10 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0631 ***********************************************************************
 NW0631  DESIGNATION -  27 BKC
 NW0631  PID         -  NW0631
 NW0631  STATE/COUNTY-  OR/MALHEUR
 NW0631  USGS QUAD   -  CAVIATTA RIDGE (1980)
 NW0631
 NW0631                         *CURRENT SURVEY CONTROL
 NW0631  ___________________________________________________________________
 NW0631* NAD 83(1986)-  42 32 53.     (N)    117 27 42.     (W)     SCALED    
 NW0631* NAVD 88     -      1401.355  (meters)    4597.61   (feet)  ADJUSTED  
 NW0631  ___________________________________________________________________
 NW0631  GEOID HEIGHT-         -17.85  (meters)                     GEOID03
 NW0631  DYNAMIC HT  -        1400.512 (meters)    4594.85  (feet)  COMP
 NW0631  MODELED GRAV-     979,970.7   (mgal)                       NAVD 88
 NW0631
 NW0631  VERT ORDER  -  SECOND    CLASS 0
 NW0631
 NW0631.The horizontal coordinates were scaled from a topographic map and have
 NW0631.an estimated accuracy of +/- 6 seconds.
 NW0631
 NW0631.The orthometric height was determined by differential leveling
 NW0631.and adjusted in August 1995.
 NW0631
 NW0631.The geoid height was determined by GEOID03.
 NW0631
 NW0631.The dynamic height is computed by dividing the NAVD 88
 NW0631.geopotential number by the normal gravity value computed on the
 NW0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0631.degrees latitude (g = 980.6199 gals.).
 NW0631
 NW0631.The modeled gravity was interpolated from observed gravity values.
 NW0631
 NW0631;                    North         East    Units  Estimated Accuracy
 NW0631;SPC OR S     -   102,430.    1,749,490.      MT  (+/- 180 meters Scaled)
 NW0631
 NW0631                          SUPERSEDED SURVEY CONTROL
 NW0631
 NW0631.No superseded survey control is available for this station.
 NW0631
 NW0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH620107(NAD 83)
 NW0631_MARKER: DB = BENCH MARK DISK
 NW0631_SETTING: 80 = SET IN A BOULDER
 NW0631_SP_SET: BOULDER
 NW0631_STAMPING: 27 BKC 1973 4594
 NW0631_MARK LOGO: USGS  
 NW0631_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NW0631+STABILITY: SURFACE MOTION
 NW0631_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0631+SATELLITE: SATELLITE OBSERVATIONS - 1973
 NW0631
 NW0631  HISTORY     - Date     Condition        Report By
 NW0631  HISTORY     - 1973     MONUMENTED       USGS
 NW0631
 NW0631                          STATION DESCRIPTION
 NW0631
 NW0631'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 NW0631'FROM ROME, OREGON PROCEED 29.8 MILES SOUTH AND SOUTHEAST ALONG A
 NW0631'TRACK ROAD, THENCE 13.2 MILES SOUTHWEST, SOUTH AND WEST ALONG A TRACK
 NW0631'ROAD, AT A LARGE WASH, 169 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 NW0631'109 FEET EAST OF THE CENTER OF THE WASH, 2 FEET NORTHEAST OF A CAIRN,
 NW0631'CEMENTED IN THE TOP OF A LAVA BOULDER THAT PROJECTS 0.5 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0767 ***********************************************************************
 PA0767  DESIGNATION -  27 FMK
 PA0767  PID         -  PA0767
 PA0767  STATE/COUNTY-  OR/HARNEY
 PA0767  USGS QUAD   -  JACKASS BUTTE (1967)
 PA0767
 PA0767                         *CURRENT SURVEY CONTROL
 PA0767  ___________________________________________________________________
 PA0767* NAD 83(1986)-  43 02 57.     (N)    118 57 16.     (W)     SCALED    
 PA0767* NAVD 88     -      1508.169  (meters)    4948.05   (feet)  ADJUSTED  
 PA0767  ___________________________________________________________________
 PA0767  GEOID HEIGHT-         -19.19  (meters)                     GEOID03
 PA0767  DYNAMIC HT  -        1507.345 (meters)    4945.35  (feet)  COMP
 PA0767  MODELED GRAV-     980,020.1   (mgal)                       NAVD 88
 PA0767
 PA0767  VERT ORDER  -  SECOND    CLASS 0
 PA0767
 PA0767.The horizontal coordinates were scaled from a topographic map and have
 PA0767.an estimated accuracy of +/- 6 seconds.
 PA0767
 PA0767.The orthometric height was determined by differential leveling
 PA0767.and adjusted in August 1995.
 PA0767
 PA0767.The geoid height was determined by GEOID03.
 PA0767
 PA0767.The dynamic height is computed by dividing the NAVD 88
 PA0767.geopotential number by the normal gravity value computed on the
 PA0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0767.degrees latitude (g = 980.6199 gals.).
 PA0767
 PA0767.The modeled gravity was interpolated from observed gravity values.
 PA0767
 PA0767;                    North         East    Units  Estimated Accuracy
 PA0767;SPC OR S     -   154,730.    1,625,910.      MT  (+/- 180 meters Scaled)
 PA0767
 PA0767                          SUPERSEDED SURVEY CONTROL
 PA0767
 PA0767.No superseded survey control is available for this station.
 PA0767
 PA0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH408681(NAD 83)
 PA0767_MARKER: DB = BENCH MARK DISK
 PA0767_SETTING: 66 = SET IN ROCK OUTCROP
 PA0767_SP_SET: ROCK OUTCROP
 PA0767_STAMPING: 27 FMK 1970 4944
 PA0767_MARK LOGO: USGS  
 PA0767_MAGNETIC: N = NO MAGNETIC MATERIAL
 PA0767_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PA0767+STABILITY: POSITION/ELEVATION WELL
 PA0767_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PA0767+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2008
 PA0767
 PA0767  HISTORY     - Date     Condition        Report By
 PA0767  HISTORY     - 1970     MONUMENTED       USGS
 PA0767  HISTORY     - 20081030 GOOD             INDIV
 PA0767
 PA0767                          STATION DESCRIPTION
 PA0767
 PA0767'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 PA0767'FROM THE BRIDGE OVER THE NARROWS, PROCEED 12.2 MILES SOUTH ALONG
 PA0767'STATE HIGHWAY 205, THENCE 6.1 MILES SOUTHWEST ALONG THE ROAD TO
 PA0767'FOSTER LAKE AND PLUSH, AT THE NORTHEAST END OF A CURVE, ON THE NORTH
 PA0767'SLOPE OF A RIDGE, 29 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 2 FEET
 PA0767'NORTH OF A WITNESS POST.
 PA0767
 PA0767                          STATION RECOVERY (2008)
 PA0767
 PA0767'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008
 PA0767'TURN RIGHT AT MILEPOST 34.5 ON STATE HIGHWAY 205, THENCE 6.1 MILES
 PA0767'SOUTHWEST ALONG COUNTY ROAD 411, JACK MOUNTAIN ROAD (THE ROAD TO
 PA0767'FOSTER LAKE AND PLUSH) . . .
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2709 ***********************************************************************
 QE2709  DESIGNATION -  27 KJO
 QE2709  PID         -  QE2709
 QE2709  STATE/COUNTY-  OR/LINCOLN
 QE2709  USGS QUAD   -  TOLEDO SOUTH (1984)
 QE2709
 QE2709                         *CURRENT SURVEY CONTROL
 QE2709  ___________________________________________________________________
 QE2709* NAD 83(1986)-  44 31 33.     (N)    123 56 12.     (W)     SCALED    
 QE2709* NAVD 88     -        63.002  (meters)     206.70   (feet)  ADJUSTED  
 QE2709  ___________________________________________________________________
 QE2709  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 QE2709  DYNAMIC HT  -          63.000 (meters)     206.69  (feet)  COMP
 QE2709  MODELED GRAV-     980,574.7   (mgal)                       NAVD 88
 QE2709
 QE2709  VERT ORDER  -  SECOND    CLASS I
 QE2709
 QE2709.The horizontal coordinates were scaled from a topographic map and have
 QE2709.an estimated accuracy of +/- 6 seconds.
 QE2709
 QE2709.The orthometric height was determined by differential leveling
 QE2709.and adjusted in August 1995.
 QE2709
 QE2709.The geoid height was determined by GEOID03.
 QE2709
 QE2709.The dynamic height is computed by dividing the NAVD 88
 QE2709.geopotential number by the normal gravity value computed on the
 QE2709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE2709.degrees latitude (g = 980.6199 gals.).
 QE2709
 QE2709.The modeled gravity was interpolated from observed gravity values.
 QE2709
 QE2709;                    North         East    Units  Estimated Accuracy
 QE2709;SPC OR N     -   101,280.    2,226,900.      MT  (+/- 180 meters Scaled)
 QE2709
 QE2709                          SUPERSEDED SURVEY CONTROL
 QE2709
 QE2709.No superseded survey control is available for this station.
 QE2709
 QE2709_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ255307(NAD 83)
 QE2709_MARKER: DB = BENCH MARK DISK
 QE2709_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QE2709_SP_SET: COPPER-CLAD STEEL ROD
 QE2709_STAMPING: 27 KJO 1979 203
 QE2709_MARK LOGO: USGS  
 QE2709_PROJECTION: PROJECTING 8 CENTIMETERS
 QE2709_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE2709_ROD/PIPE-DEPTH: 3.05 meters
 QE2709
 QE2709  HISTORY     - Date     Condition        Report By
 QE2709  HISTORY     - 1979     MONUMENTED       USGS
 QE2709
 QE2709                          STATION DESCRIPTION
 QE2709
 QE2709'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 QE2709'16.4 KM (10.20 MI) EAST FROM ONA BEACH STATE PARK.
 QE2709'ONA BEACH STATE PARK, 10.21 MI EAST OF.  19 FT NW OF CENTERLINE OF
 QE2709'RD, 17 FT SW OF SOUTHERN END OF 6-INCH CORRUGATED STEEL CULVERT.
 QE2709'THE MARK IS 1 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0343 ***********************************************************************
 NX0343  DESIGNATION -  27 LRC
 NX0343  PID         -  NX0343
 NX0343  STATE/COUNTY-  OR/HARNEY
 NX0343  USGS QUAD   -  RED BANK LAKES (1971)
 NX0343
 NX0343                         *CURRENT SURVEY CONTROL
 NX0343  ___________________________________________________________________
 NX0343* NAD 83(1986)-  42 57 28.     (N)    119 44 08.     (W)     SCALED    
 NX0343* NAVD 88     -      1399.429  (meters)    4591.29   (feet)  ADJUSTED  
 NX0343  ___________________________________________________________________
 NX0343  GEOID HEIGHT-         -19.82  (meters)                     GEOID03
 NX0343  DYNAMIC HT  -        1398.627 (meters)    4588.66  (feet)  COMP
 NX0343  MODELED GRAV-     979,998.6   (mgal)                       NAVD 88
 NX0343
 NX0343  VERT ORDER  -  SECOND    CLASS 0
 NX0343
 NX0343.The horizontal coordinates were scaled from a topographic map and have
 NX0343.an estimated accuracy of +/- 6 seconds.
 NX0343
 NX0343.The orthometric height was determined by differential leveling
 NX0343.and adjusted in August 1995.
 NX0343
 NX0343.The geoid height was determined by GEOID03.
 NX0343
 NX0343.The dynamic height is computed by dividing the NAVD 88
 NX0343.geopotential number by the normal gravity value computed on the
 NX0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0343.degrees latitude (g = 980.6199 gals.).
 NX0343
 NX0343.The modeled gravity was interpolated from observed gravity values.
 NX0343
 NX0343;                    North         East    Units  Estimated Accuracy
 NX0343;SPC OR S     -   143,700.    1,562,370.      MT  (+/- 180 meters Scaled)
 NX0343
 NX0343                          SUPERSEDED SURVEY CONTROL
 NX0343
 NX0343.No superseded survey control is available for this station.
 NX0343
 NX0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKH768597(NAD 83)
 NX0343_MARKER: DB = BENCH MARK DISK
 NX0343_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NX0343+WITH SETTING: INFORMATION.
 NX0343_SP_SET: METAL ROD DRIVEN INTO GROUND
 NX0343_STAMPING: 27 LRC 1970 4587
 NX0343_MARK LOGO: USGS  
 NX0343_MAGNETIC: I = MARKER IS A STEEL ROD
 NX0343_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NX0343
 NX0343  HISTORY     - Date     Condition        Report By
 NX0343  HISTORY     - 1970     MONUMENTED       USGS
 NX0343
 NX0343                          STATION DESCRIPTION
 NX0343
 NX0343'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NX0343'FROM WAGONTIRE, OREGON, PROCEED 4.5 MILES SOUTHWEST ALONG U S HIGHWAY
 NX0343'395 TO DRY VALLEY ROAD, THENCE 23.1 MILES SOUTH ALONG DRY VALLEY ROAD
 NX0343'TO AN OLD SHEEP CORRAL AND THE END OF THE ROAD, AT THE TOP OF A LOW
 NX0343'RIDGE EAST OF A BROKEN EARTH DAM, 1.0 MILE SOUTH OF A LINE SHACK, 7
 NX0343'FEET NORTHEAST OF A WITNESS POST ON A CORRAL FENCE.  THE ROD DEPTH IS
 NX0343'UNKNOWN AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0677 ***********************************************************************
 NW0677  DESIGNATION -  27 RTV
 NW0677  PID         -  NW0677
 NW0677  STATE/COUNTY-  OR/MALHEUR
 NW0677  USGS QUAD   -  STARVATION SPRING (1982)
 NW0677
 NW0677                         *CURRENT SURVEY CONTROL
 NW0677  ___________________________________________________________________
 NW0677* NAD 83(1986)-  42 21 15.     (N)    117 29 58.     (W)     SCALED    
 NW0677* NAVD 88     -      1659.073  (meters)    5443.14   (feet)  ADJUSTED  
 NW0677  ___________________________________________________________________
 NW0677  GEOID HEIGHT-         -17.85  (meters)                     GEOID03
 NW0677  DYNAMIC HT  -        1657.975 (meters)    5439.54  (feet)  COMP
 NW0677  MODELED GRAV-     979,900.3   (mgal)                       NAVD 88
 NW0677
 NW0677  VERT ORDER  -  SECOND    CLASS 0
 NW0677
 NW0677.The horizontal coordinates were scaled from a topographic map and have
 NW0677.an estimated accuracy of +/- 6 seconds.
 NW0677
 NW0677.The orthometric height was determined by differential leveling
 NW0677.and adjusted in August 1995.
 NW0677
 NW0677.The geoid height was determined by GEOID03.
 NW0677
 NW0677.The dynamic height is computed by dividing the NAVD 88
 NW0677.geopotential number by the normal gravity value computed on the
 NW0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0677.degrees latitude (g = 980.6199 gals.).
 NW0677
 NW0677.The modeled gravity was interpolated from observed gravity values.
 NW0677
 NW0677;                    North         East    Units  Estimated Accuracy
 NW0677;SPC OR S     -    80,800.    1,747,160.      MT  (+/- 180 meters Scaled)
 NW0677
 NW0677                          SUPERSEDED SURVEY CONTROL
 NW0677
 NW0677.No superseded survey control is available for this station.
 NW0677
 NW0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG588892(NAD 83)
 NW0677_MARKER: DB = BENCH MARK DISK
 NW0677_SETTING: 66 = SET IN ROCK OUTCROP
 NW0677_SP_SET: BEDROCK
 NW0677_STAMPING: 27 RTV 1979
 NW0677_MARK LOGO: USGS  
 NW0677_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0677_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0677+STABILITY: POSITION/ELEVATION WELL
 NW0677
 NW0677  HISTORY     - Date     Condition        Report By
 NW0677  HISTORY     - 1979     MONUMENTED       USGS
 NW0677
 NW0677                          STATION DESCRIPTION
 NW0677
 NW0677'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 NW0677'FROM THE MCDERMITT, NEVADA POST OFFICE, PROCEED 15.3 MILES NORTH
 NW0677'ALONG U S HIGHWAY 95, THENCE 16.15 MILES EAST TO A ROAD JUNCTION TO
 NW0677'ANDERSON CROSSING, THENCE 6.2 MILES NORTHEAST TO A RIDGE, 190 FEET
 NW0677'EAST OF THE ROAD, SET ON 1.5 FEET OF COPPER-COATED ROD CEMENTED IN
 NW0677'BEDROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0384 ***********************************************************************
 NX0384  DESIGNATION -  27 STR
 NX0384  PID         -  NX0384
 NX0384  STATE/COUNTY-  OR/HARNEY
 NX0384  USGS QUAD   -  MICKEY SPRINGS (1981)
 NX0384
 NX0384                         *CURRENT SURVEY CONTROL
 NX0384  ___________________________________________________________________
 NX0384* NAD 83(1986)-  42 41 05.     (N)    118 20 09.     (W)     SCALED    
 NX0384* NAVD 88     -      1224.756  (meters)    4018.22   (feet)  ADJUSTED  
 NX0384  ___________________________________________________________________
 NX0384  GEOID HEIGHT-         -18.88  (meters)                     GEOID03
 NX0384  DYNAMIC HT  -        1224.058 (meters)    4015.93  (feet)  COMP
 NX0384  MODELED GRAV-     980,009.1   (mgal)                       NAVD 88
 NX0384
 NX0384  VERT ORDER  -  SECOND    CLASS 0
 NX0384
 NX0384.The horizontal coordinates were scaled from a topographic map and have
 NX0384.an estimated accuracy of +/- 6 seconds.
 NX0384
 NX0384.The orthometric height was determined by differential leveling
 NX0384.and adjusted in August 1995.
 NX0384
 NX0384.The geoid height was determined by GEOID03.
 NX0384
 NX0384.The dynamic height is computed by dividing the NAVD 88
 NX0384.geopotential number by the normal gravity value computed on the
 NX0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0384.degrees latitude (g = 980.6199 gals.).
 NX0384
 NX0384.The modeled gravity was interpolated from observed gravity values.
 NX0384
 NX0384;                    North         East    Units  Estimated Accuracy
 NX0384;SPC OR S     -   115,380.    1,677,340.      MT  (+/- 180 meters Scaled)
 NX0384
 NX0384                          SUPERSEDED SURVEY CONTROL
 NX0384
 NX0384.No superseded survey control is available for this station.
 NX0384
 NX0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH905266(NAD 83)
 NX0384_MARKER: DB = BENCH MARK DISK
 NX0384_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NX0384+WITH SETTING: INFORMATION.
 NX0384_SP_SET: SHALLOW-SET METAL ROD
 NX0384_STAMPING: 27 STR 1975 4014
 NX0384_MARK LOGO: USGS  
 NX0384_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NX0384
 NX0384  HISTORY     - Date     Condition        Report By
 NX0384  HISTORY     - 1975     MONUMENTED       USGS
 NX0384
 NX0384                          STATION DESCRIPTION
 NX0384
 NX0384'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 NX0384'19.0 KM (11.80 MI) NE FROM ALVORD RANCH.
 NX0384'ALVORD RANCH, 4.7 MI N OF, ALONG MAIN RD TO CATTLEGUARD, THENCE 1.0
 NX0384'MI S, THENCE 7.0 MI NE ALONG TRACK RD.  0.8 MI NE OF MICKEY HOT
 NX0384'SPRINGS, ON SMALL RIDGE, 26 FT W OF CENTERLINE OF RD.  SET ON
 NX0384'COPPER-COATED ROD OF UNRECORDED DEPTH, PROJECTING 0.3 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0835 ***********************************************************************
 PB0835  DESIGNATION -  27 TAM
 PB0835  PID         -  PB0835
 PB0835  STATE/COUNTY-  OR/LAKE
 PB0835  USGS QUAD   -  CHRISTMAS LAKE (1982)
 PB0835
 PB0835                         *CURRENT SURVEY CONTROL
 PB0835  ___________________________________________________________________
 PB0835* NAD 83(1986)-  43 21 21.     (N)    120 35 45.     (W)     SCALED    
 PB0835* NAVD 88     -      1343.345  (meters)    4407.29   (feet)  ADJUSTED  
 PB0835  ___________________________________________________________________
 PB0835  GEOID HEIGHT-         -20.44  (meters)                     GEOID03
 PB0835  DYNAMIC HT  -        1342.643 (meters)    4404.99  (feet)  COMP
 PB0835  MODELED GRAV-     980,050.2   (mgal)                       NAVD 88
 PB0835
 PB0835  VERT ORDER  -  THIRD
 PB0835
 PB0835.The horizontal coordinates were scaled from a topographic map and have
 PB0835.an estimated accuracy of +/- 6 seconds.
 PB0835
 PB0835.The orthometric height was determined by differential leveling
 PB0835.and adjusted in August 1995.
 PB0835
 PB0835.The geoid height was determined by GEOID03.
 PB0835
 PB0835.The dynamic height is computed by dividing the NAVD 88
 PB0835.geopotential number by the normal gravity value computed on the
 PB0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0835.degrees latitude (g = 980.6199 gals.).
 PB0835
 PB0835.The modeled gravity was interpolated from observed gravity values.
 PB0835
 PB0835;                    North         East    Units  Estimated Accuracy
 PB0835;SPC OR S     -   187,640.    1,492,230.      MT  (+/- 180 meters Scaled)
 PB0835
 PB0835                          SUPERSEDED SURVEY CONTROL
 PB0835
 PB0835.No superseded survey control is available for this station.
 PB0835
 PB0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP948031(NAD 83)
 PB0835_MARKER: DB = BENCH MARK DISK
 PB0835_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PB0835+WITH SETTING: INFORMATION.
 PB0835_SP_SET: COPPER-COATED ROD
 PB0835_STAMPING: 27 TAM 1977 4403
 PB0835_MARK LOGO: USGS  
 PB0835_PROJECTION: PROJECTING 8 CENTIMETERS
 PB0835_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PB0835_ROD/PIPE-DEPTH: 2.44 meters
 PB0835
 PB0835  HISTORY     - Date     Condition        Report By
 PB0835  HISTORY     - 1977     MONUMENTED       USGS
 PB0835
 PB0835                          STATION DESCRIPTION
 PB0835
 PB0835'DESCRIBED BY US GEOLOGICAL SURVEY 1977
 PB0835'19.2 KM (11.90 MI) ENE FROM CHRISTMAS VALLEY.
 PB0835'CHRISTMAS VALLEY PO, 2.0 MI E OF, THENCE 9.9 MI N ALONG MILLICAN RD.
 PB0835'AT SW CORNER OF SECTION 32 T25S R18E, 500 FT NW OF BUNCHGRASS WELL,
 PB0835'AT X-RD, 125 FT NE OF JCT, 70 FT N AND 115 FT E OF RD, 3 FT N OF
 PB0835'CAIRN, ROD DRIVEN TO REFUSAL, ENCASED IN GREEN PLASTIC PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0764 ***********************************************************************
 RA0764  DESIGNATION -  2705
 RA0764  PID         -  RA0764
 RA0764  STATE/COUNTY-  OR/UNION
 RA0764  USGS QUAD   -  CRAIG MOUNTAIN (1994)
 RA0764
 RA0764                         *CURRENT SURVEY CONTROL
 RA0764  ___________________________________________________________________
 RA0764* NAD 83(1986)-  45 12 52.     (N)    117 55 09.     (W)     SCALED    
 RA0764* NAVD 88     -       827.433  (meters)    2714.67   (feet)  POSTED    
 RA0764  ___________________________________________________________________
 RA0764  GEOID HEIGHT-         -17.38  (meters)                     GEOID03
 RA0764  DYNAMIC HT  -         827.230 (meters)    2714.00  (feet)  COMP
 RA0764  MODELED GRAV-     980,339.0   (mgal)                       NAVD 88
 RA0764
 RA0764  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 RA0764
 RA0764.The horizontal coordinates were scaled from a topographic map and have
 RA0764.an estimated accuracy of +/- 6 seconds.
 RA0764
 RA0764.The orthometric height was determined by differential leveling
 RA0764.and adjusted by the  in 1992.
 RA0764.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 RA0764.rate of 1.1 thru 2.0 mm/km.
 RA0764
 RA0764.The geoid height was determined by GEOID03.
 RA0764
 RA0764.The dynamic height is computed by dividing the NAVD 88
 RA0764.geopotential number by the normal gravity value computed on the
 RA0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0764.degrees latitude (g = 980.6199 gals.).
 RA0764
 RA0764.The modeled gravity was interpolated from observed gravity values.
 RA0764
 RA0764;                    North         East    Units  Estimated Accuracy
 RA0764;SPC OR N     -   175,230.    2,702,670.      MT  (+/- 180 meters Scaled)
 RA0764
 RA0764                          SUPERSEDED SURVEY CONTROL
 RA0764
 RA0764.No superseded survey control is available for this station.
 RA0764
 RA0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML278071(NAD 83)
 RA0764_MARKER: P = PIPE CAP
 RA0764_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RA0764_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RA0764_STAMPING: 2711.448 A
 RA0764_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RA0764
 RA0764  HISTORY     - Date     Condition        Report By
 RA0764  HISTORY     - UNK      MONUMENTED       USGS
 RA0764  HISTORY     - 1904     GOOD             NGS
 RA0764  HISTORY     - 1941     MARK NOT FOUND   NGS
 RA0764
 RA0764                          STATION DESCRIPTION
 RA0764
 RA0764'DESCRIBED BY NATIONAL GEODETIC SURVEY 1904
 RA0764'0.7 MI NW FROM UNION JUNCTION.
 RA0764'ABOUT 0.7 MILE NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM UNION
 RA0764'JUNCTION, UNION COUNTY, ABOUT 890 FEET NORTHWEST OF CATTLE GUARD
 RA0764'301.92, ABOUT 196 FEET WEST OF THE YARD LIMIT SIGN, 59 FEET SOUTHEAST
 RA0764'OF A POLE, AND 43.6 FEET NORTHEAST OF THE CENTER LINE OF THE TRACK. A
 RA0764'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 2711.448 A AND
 RA0764'RIVETED ON THE TOP OF A 3-1/2 INCH IRON PIPE.  NOTE-- IT WAS REPORTED
 RA0764'IN MAY 1935 THAT THE CAP WAS PERFORATED AND SLIGHTLY DENTED. THIS
 RA0764'BENCH MARK WAS NOT INCLUDED IN THE 1941 RELEVELING ON ACCOUNT OF THE
 RA0764'VICINITY BEING FLOODED WITH WATER.  ITS ELEVATION WILL BE DERIVED FROM
 RA0764'THE LEVELING OF 1904.
 RA0764
 RA0764                          STATION RECOVERY (1941)
 RA0764
 RA0764'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 RA0764'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB1061 ***********************************************************************
 RB1061  DESIGNATION -  271
 RB1061  PID         -  RB1061
 RB1061  STATE/COUNTY-  OR/MORROW
 RB1061  USGS QUAD   -  BOARDMAN (1993)
 RB1061
 RB1061                         *CURRENT SURVEY CONTROL
 RB1061  ___________________________________________________________________
 RB1061* NAD 83(1986)-  45 52 07.     (N)    119 38 37.     (W)     SCALED    
 RB1061* NAVD 88     -        84.293  (meters)     276.55   (feet)  ADJUSTED  
 RB1061  ___________________________________________________________________
 RB1061  GEOID HEIGHT-         -21.87  (meters)                     GEOID03
 RB1061  DYNAMIC HT  -          84.293 (meters)     276.55  (feet)  COMP
 RB1061  MODELED GRAV-     980,621.7   (mgal)                       NAVD 88
 RB1061
 RB1061  VERT ORDER  -  FIRST     CLASS I
 RB1061
 RB1061.The horizontal coordinates were scaled from a topographic map and have
 RB1061.an estimated accuracy of +/- 6 seconds.
 RB1061
 RB1061.The orthometric height was determined by differential leveling
 RB1061.and adjusted in June 1991.
 RB1061.WARNING-Repeat measurements at this control monument indicate possible
 RB1061.vertical movement.
 RB1061
 RB1061.The geoid height was determined by GEOID03.
 RB1061
 RB1061.The dynamic height is computed by dividing the NAVD 88
 RB1061.geopotential number by the normal gravity value computed on the
 RB1061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB1061.degrees latitude (g = 980.6199 gals.).
 RB1061
 RB1061.The modeled gravity was interpolated from observed gravity values.
 RB1061
 RB1061;                    North         East    Units  Estimated Accuracy
 RB1061;SPC OR N     -   245,040.    2,566,490.      MT  (+/- 180 meters Scaled)
 RB1061
 RB1061                          SUPERSEDED SURVEY CONTROL
 RB1061
 RB1061  NGVD 29 (??/??/92)   83.287  (m)          273.25   (f) ADJ UNCH    1 1
 RB1061
 RB1061.Superseded values are not recommended for survey control.
 RB1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1061.See file dsdata.txt to determine how the superseded data were derived.
 RB1061
 RB1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKL948828(NAD 83)
 RB1061_MARKER: P = PIPE CAP
 RB1061_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RB1061_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RB1061_STAMPING: 273.323 A
 RB1061_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RB1061
 RB1061  HISTORY     - Date     Condition        Report By
 RB1061  HISTORY     - UNK      MONUMENTED       USGS
 RB1061  HISTORY     - 1968     GOOD             NGS
 RB1061
 RB1061                          STATION DESCRIPTION
 RB1061
 RB1061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RB1061'3.65 MI NE FROM BOARDMAN.
 RB1061'2.05 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 RB1061'BOARDMAN, THENCE 1.05 MILES NORTH ALONG THE EAST SHORE LINE OF THE
 RB1061'COLUMBIA RIVER, THENCE 0.55 MILE NORTHEAST ALONG AN ABANDONED RAILROAD
 RB1061'BED, AT THE SOUTHWEST END OF A LONG SHALLOW CUT, IN R 25 E T5N,
 RB1061'SECTION 35, 21 FEET SOUTHEAST OF THE CENTER LINE OF THE RAILROAD BED,
 RB1061'0.9 FOOT SOUTHWEST OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE
 RB1061'BED, AND RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 1.0
 RB1061'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH1034 ***********************************************************************
 OH1034  DESIGNATION -  2712
 OH1034  PID         -  OH1034
 OH1034  STATE/COUNTY-  OR/MALHEUR
 OH1034  USGS QUAD   -  WESTFALL (1990)
 OH1034
 OH1034                         *CURRENT SURVEY CONTROL
 OH1034  ___________________________________________________________________
 OH1034* NAD 83(1986)-  43 55 13.     (N)    117 39 31.     (W)     SCALED    
 OH1034* NAVD 88     -       830.126  (meters)    2723.51   (feet)  ADJUSTED  
 OH1034  ___________________________________________________________________
 OH1034  GEOID HEIGHT-         -18.02  (meters)                     GEOID03
 OH1034  DYNAMIC HT  -         829.827 (meters)    2722.52  (feet)  COMP
 OH1034  MODELED GRAV-     980,232.3   (mgal)                       NAVD 88
 OH1034
 OH1034  VERT ORDER  -  FIRST     CLASS II
 OH1034
 OH1034.The horizontal coordinates were scaled from a topographic map and have
 OH1034.an estimated accuracy of +/- 6 seconds.
 OH1034
 OH1034.The orthometric height was determined by differential leveling
 OH1034.and adjusted in June 1991.
 OH1034
 OH1034.The geoid height was determined by GEOID03.
 OH1034
 OH1034.The dynamic height is computed by dividing the NAVD 88
 OH1034.geopotential number by the normal gravity value computed on the
 OH1034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH1034.degrees latitude (g = 980.6199 gals.).
 OH1034
 OH1034.The modeled gravity was interpolated from observed gravity values.
 OH1034
 OH1034;                    North         East    Units  Estimated Accuracy
 OH1034;SPC OR S     -   254,220.    1,728,150.      MT  (+/- 180 meters Scaled)
 OH1034
 OH1034                          SUPERSEDED SURVEY CONTROL
 OH1034
 OH1034  NGVD 29 (??/??/92)  829.074  (m)         2720.05   (f) ADJ UNCH    1 2
 OH1034
 OH1034.Superseded values are not recommended for survey control.
 OH1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1034.See file dsdata.txt to determine how the superseded data were derived.
 OH1034
 OH1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ471632(NAD 83)
 OH1034_MARKER: P = PIPE CAP
 OH1034_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OH1034_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OH1034_STAMPING: 2720.533 H 1903
 OH1034_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH1034
 OH1034  HISTORY     - Date     Condition        Report By
 OH1034  HISTORY     - 1903     MONUMENTED       USGS
 OH1034  HISTORY     - 1944     GOOD             NGS
 OH1034  HISTORY     - 1962     GOOD             NGS
 OH1034
 OH1034                          STATION DESCRIPTION
 OH1034
 OH1034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 OH1034'5.9 MI NW FROM HARPER.
 OH1034'5.9 MILES NORTHWEST ALONG THE WESTFIELD-HARPER ROAD FROM THE STATION
 OH1034'AT HARPER, 6.5 MILES SOUTHEAST OF WESTFALL, SET ON THE SOUTH SLOPE OF
 OH1034'THE HILL, 0.7 MILE NORTHWEST OF A SIDE ROAD LEADING SOUTH, 22 FEET
 OH1034'WEST OF CENTER-LINE OF THE ROAD, 2.6 FEET NORTH OF REFERENCE POST.  A
 OH1034'U.S.G.S. BENCH MARK CAP RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE AND
 OH1034'PROJECTING ABOUT 1.5 FEET ABOVE THE GROUND.  NOTE-- CHANGE TO 31 FEET
 OH1034'WEST OF CENTERLINE STATION 338+92 OF THE NEW HARPER ROAD.
 OH1034
 OH1034                          STATION RECOVERY (1962)
 OH1034
 OH1034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 OH1034'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0762 ***********************************************************************
 QD0762  DESIGNATION -  2717 ORE
 QD0762  PID         -  QD0762
 QD0762  STATE/COUNTY-  OR/DESCHUTES
 QD0762  USGS QUAD   -  REDMOND (1975)
 QD0762
 QD0762                         *CURRENT SURVEY CONTROL
 QD0762  ___________________________________________________________________
 QD0762* NAD 83(1986)-  44 18 47.     (N)    121 14 22.     (W)     SCALED    
 QD0762* NAVD 88     -       829.083  (meters)    2720.08   (feet)  ADJUSTED  
 QD0762  ___________________________________________________________________
 QD0762  GEOID HEIGHT-         -21.26  (meters)                     GEOID03
 QD0762  DYNAMIC HT  -         828.823 (meters)    2719.23  (feet)  COMP
 QD0762  MODELED GRAV-     980,277.6   (mgal)                       NAVD 88
 QD0762
 QD0762  VERT ORDER  -  SECOND    CLASS 0
 QD0762
 QD0762.The horizontal coordinates were scaled from a topographic map and have
 QD0762.an estimated accuracy of +/- 6 seconds.
 QD0762
 QD0762.The orthometric height was determined by differential leveling
 QD0762.and adjusted in June 1991.
 QD0762
 QD0762.The geoid height was determined by GEOID03.
 QD0762
 QD0762.The dynamic height is computed by dividing the NAVD 88
 QD0762.geopotential number by the normal gravity value computed on the
 QD0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0762.degrees latitude (g = 980.6199 gals.).
 QD0762
 QD0762.The modeled gravity was interpolated from observed gravity values.
 QD0762
 QD0762;                    North         East    Units  Estimated Accuracy
 QD0762;SPC OR S     -   294,250.    1,441,000.      MT  (+/- 180 meters Scaled)
 QD0762
 QD0762                          SUPERSEDED SURVEY CONTROL
 QD0762
 QD0762  NGVD 29 (??/??/92)  827.997  (m)         2716.52   (f) ADJ UNCH    2 0
 QD0762
 QD0762.Superseded values are not recommended for survey control.
 QD0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0762.See file dsdata.txt to determine how the superseded data were derived.
 QD0762
 QD0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ404081(NAD 83)
 QD0762_MARKER: DD = SURVEY DISK
 QD0762_SETTING: 80 = SET IN A BOULDER
 QD0762_SP_SET: BOULDER
 QD0762_STAMPING: 2717 ORE
 QD0762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0762+STABILITY: SURFACE MOTION
 QD0762
 QD0762  HISTORY     - Date     Condition        Report By
 QD0762  HISTORY     - UNK      MONUMENTED       USGS
 QD0762  HISTORY     - 1946     GOOD             NGS
 QD0762
 QD0762                          STATION DESCRIPTION
 QD0762
 QD0762'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 QD0762'3.5 MI N FROM CLINE FALLS.
 QD0762'ALONG DESCHUTES RIVER, ABOUT 3.5 MILES NORTH OF HIGHWAY BRIDGE AT
 QD0762'CLINE FALLS, SET IN BOULDER 93 YARDS NORTH OF NORTH END OF TETHEROW
 QD0762'BRIDGE, 52 FEET NORTHEAST OF POPLAR TREE WITH TRIANGLE BLAZE ON NORTH
 QD0762'SIDE, 15 FEET SOUTH OF ROCKY BLUFF, 28 FEET EAST OF WOVEN WIRE FENCE
 QD0762'ALONG ROW OF POPLAR TREES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0760 ***********************************************************************
 RA0760  DESIGNATION -  2755 RESET
 RA0760  PID         -  RA0760
 RA0760  STATE/COUNTY-  OR/UNION
 RA0760  USGS QUAD   -  IMBLER (1994)
 RA0760
 RA0760                         *CURRENT SURVEY CONTROL
 RA0760  ___________________________________________________________________
 RA0760* NAD 83(1986)-  45 24 20.     (N)    117 58 49.     (W)     SCALED    
 RA0760* NAVD 88     -       841.071  (meters)    2759.41   (feet)  ADJUSTED  
 RA0760  ___________________________________________________________________
 RA0760  GEOID HEIGHT-         -17.94  (meters)                     GEOID03
 RA0760  DYNAMIC HT  -         840.880 (meters)    2758.79  (feet)  COMP
 RA0760  MODELED GRAV-     980,362.1   (mgal)                       NAVD 88
 RA0760
 RA0760  VERT ORDER  -  SECOND    CLASS 0
 RA0760
 RA0760.The horizontal coordinates were scaled from a topographic map and have
 RA0760.an estimated accuracy of +/- 6 seconds.
 RA0760
 RA0760.The orthometric height was determined by differential leveling
 RA0760.and adjusted in June 1991.
 RA0760
 RA0760.The geoid height was determined by GEOID03.
 RA0760
 RA0760.The dynamic height is computed by dividing the NAVD 88
 RA0760.geopotential number by the normal gravity value computed on the
 RA0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0760.degrees latitude (g = 980.6199 gals.).
 RA0760
 RA0760.The modeled gravity was interpolated from observed gravity values.
 RA0760
 RA0760;                    North         East    Units  Estimated Accuracy
 RA0760;SPC OR N     -   196,300.    2,697,220.      MT  (+/- 180 meters Scaled)
 RA0760
 RA0760                          SUPERSEDED SURVEY CONTROL
 RA0760
 RA0760  NGVD 29 (??/??/92)  839.936  (m)         2755.69   (f) ADJ UNCH    2 0
 RA0760
 RA0760.Superseded values are not recommended for survey control.
 RA0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0760.See file dsdata.txt to determine how the superseded data were derived.
 RA0760
 RA0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML232284(NAD 83)
 RA0760_MARKER: DB = BENCH MARK DISK
 RA0760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RA0760_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RA0760_STAMPING: 2755 USGS RESET 1962
 RA0760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0760+STABILITY: SURFACE MOTION
 RA0760
 RA0760  HISTORY     - Date     Condition        Report By
 RA0760  HISTORY     - 1962     MONUMENTED       CGS
 RA0760  HISTORY     - 1965     GOOD             CGS
 RA0760
 RA0760                          STATION DESCRIPTION
 RA0760
 RA0760'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 RA0760'IN ALICEL.
 RA0760'AT ALICEL, ON THE NORTH SIDE OF STATE HIGHWAY 82, ABOUT 6 MILES,
 RA0760'AIRLINE, NORTH OF LA GRANDE, OREGON, ABOUT 0.1 MILE NORTH OF THE GRAIN
 RA0760'ELEVATORS AT ALICEL, 79 FEET WEST OF THE CENTERLINE OF THE MAIN TRACK
 RA0760'OF THE UNION PACIFIC RAILROAD, 19.5 FEET SOUTHEAST OF THE SOUTHEAST
 RA0760'CORNER OF A METAL FENCE AROUND A HIGH LINE POWER TRANSFORMER, 2 FEET
 RA0760'NORTH OF A POWER POLE, 26 FEET NORTH OF THE CENTERLINE OF STANLEY
 RA0760'LANE, AND 0.5 FOOT SOUTH OF A METAL WITNESS POST. THIS IS ABOUT 100
 RA0760'FEET SOUTHEAST OF THE ORIGINAL MARK, AND SET IN THE TOP OF A CONCRETE
 RA0760'POST THAT IS PROJECTING ABOUT 1 FOOT ABOVE THE SURFACE OF THE GROUND.
 RA0760
 RA0760                          STATION RECOVERY (1965)
 RA0760
 RA0760'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (PAS)
 RA0760'BENCH MARK 2755, IS A STANDARD DISK, STAMPED 2755 USGS RESET
 RA0760'1962, SET IN A CYLINDRICAL CONCRETE MONUMENT 6-INCHES IN DIAMETER
 RA0760'AND PROJECTS 8 INCHES.  IT IS 60 FEET EAST OF THE CENTER OF STATE
 RA0760'HIGHWAY 82, 51 FEET WEST OF THE NEAREST RAIL, 25 FEET NORTH OF
 RA0760'THE CENTER OF STANLEY LANE, 19 FEET SOUTHEAST OF THE SOUTHWEST
 RA0760'CORNER OF A FENCE AROUND AN ELECTRIC INSTALLATION, 2 FEET NORTH
 RA0760'OF A POWER POLE AND 0.5 FOOT SOUTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0447 ***********************************************************************
 QD0447  DESIGNATION -  2757
 QD0447  PID         -  QD0447
 QD0447  STATE/COUNTY-  OR/JEFFERSON
 QD0447  USGS QUAD   -  TELLER BUTTE (1992)
 QD0447
 QD0447                         *CURRENT SURVEY CONTROL
 QD0447  ___________________________________________________________________
 QD0447* NAD 83(1986)-  44 38 27.     (N)    120 57 52.     (W)     SCALED    
 QD0447* NAVD 88     -       844.105  (meters)    2769.37   (feet)  ADJUSTED  
 QD0447  ___________________________________________________________________
 QD0447  GEOID HEIGHT-         -20.78  (meters)                     GEOID03
 QD0447  DYNAMIC HT  -         843.878 (meters)    2768.62  (feet)  COMP
 QD0447  MODELED GRAV-     980,321.2   (mgal)                       NAVD 88
 QD0447
 QD0447  VERT ORDER  -  FIRST     CLASS II
 QD0447
 QD0447.The horizontal coordinates were scaled from a topographic map and have
 QD0447.an estimated accuracy of +/- 6 seconds.
 QD0447
 QD0447.The orthometric height was determined by differential leveling
 QD0447.and adjusted in June 1991.
 QD0447
 QD0447.The geoid height was determined by GEOID03.
 QD0447
 QD0447.The dynamic height is computed by dividing the NAVD 88
 QD0447.geopotential number by the normal gravity value computed on the
 QD0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0447.degrees latitude (g = 980.6199 gals.).
 QD0447
 QD0447.The modeled gravity was interpolated from observed gravity values.
 QD0447
 QD0447;                    North         East    Units  Estimated Accuracy
 QD0447;SPC OR N     -   108,360.    2,463,150.      MT  (+/- 180 meters Scaled)
 QD0447
 QD0447                          SUPERSEDED SURVEY CONTROL
 QD0447
 QD0447  NGVD 29 (??/??/92)  843.006  (m)         2765.76   (f) ADJ UNCH    1 2
 QD0447
 QD0447.Superseded values are not recommended for survey control.
 QD0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0447.See file dsdata.txt to determine how the superseded data were derived.
 QD0447
 QD0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ614450(NAD 83)
 QD0447_MARKER: P = PIPE CAP
 QD0447_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QD0447_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QD0447_STAMPING: 2765.257 H 1904
 QD0447_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0447
 QD0447  HISTORY     - Date     Condition        Report By
 QD0447  HISTORY     - 1904     MONUMENTED       USGS
 QD0447  HISTORY     - 1936     GOOD             NGS
 QD0447  HISTORY     - 1962     MARK NOT FOUND   NGS
 QD0447
 QD0447                          STATION DESCRIPTION
 QD0447
 QD0447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 QD0447'2.1 MI NW FROM HAY CREEK.
 QD0447'2.1 MILES NORTHWEST OF HAY CREEK RANCH BUILDING ALONG ROAD TO
 QD0447'WILLOWDALE 0.5 MILE NORTH OF JUNCTION OF HAY CREEK-MADRAS ROAD AND HAY
 QD0447'CREEK-WILLOWDALE ROAD.  102 FEET SOUTHWEST OF VACANT BALDWIN SHEEP CO.
 QD0447'RANCH HOUSE.  27 FEET NORTHEAST OF CENTER LINE OF ROAD.  18 FEET SOUTH
 QD0447'OF GATE IN PICKET FENCE.  8.2 FEET SOUTHWEST OF FENCE LINE.
 QD0447
 QD0447                          STATION RECOVERY (1962)
 QD0447
 QD0447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 QD0447'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0031 ***********************************************************************
 QD0031  DESIGNATION -  2767
 QD0031  PID         -  QD0031
 QD0031  STATE/COUNTY-  OR/WHEELER
 QD0031  USGS QUAD   -  MITCHELL (1992)
 QD0031
 QD0031                         *CURRENT SURVEY CONTROL
 QD0031  ___________________________________________________________________
 QD0031* NAD 83(1986)-  44 34 05.     (N)    120 09 27.     (W)     SCALED    
 QD0031* NAVD 88     -       844.556  (meters)    2770.85   (feet)  ADJUSTED  
 QD0031  ___________________________________________________________________
 QD0031  GEOID HEIGHT-         -19.66  (meters)                     GEOID03
 QD0031  DYNAMIC HT  -         844.300 (meters)    2770.01  (feet)  COMP
 QD0031  MODELED GRAV-     980,287.5   (mgal)                       NAVD 88
 QD0031
 QD0031  VERT ORDER  -  FIRST     CLASS II
 QD0031
 QD0031.The horizontal coordinates were scaled from a topographic map and have
 QD0031.an estimated accuracy of +/- 6 seconds.
 QD0031
 QD0031.The orthometric height was determined by differential leveling
 QD0031.and adjusted in June 1991.
 QD0031.WARNING-Repeat measurements at this control monument indicate possible
 QD0031.vertical movement.
 QD0031
 QD0031.The geoid height was determined by GEOID03.
 QD0031
 QD0031.The dynamic height is computed by dividing the NAVD 88
 QD0031.geopotential number by the normal gravity value computed on the
 QD0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0031.degrees latitude (g = 980.6199 gals.).
 QD0031
 QD0031.The modeled gravity was interpolated from observed gravity values.
 QD0031
 QD0031;                    North         East    Units  Estimated Accuracy
 QD0031;SPC OR N     -   100,220.    2,527,210.      MT  (+/- 180 meters Scaled)
 QD0031
 QD0031                          SUPERSEDED SURVEY CONTROL
 QD0031
 QD0031  NGVD 29 (??/??/92)  843.436  (m)         2767.17   (f) ADJ UNCH    1 2
 QD0031
 QD0031.Superseded values are not recommended for survey control.
 QD0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0031.See file dsdata.txt to determine how the superseded data were derived.
 QD0031
 QD0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGQ257388(NAD 83)
 QD0031_MARKER: P = PIPE CAP
 QD0031_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QD0031_SP_SET: METAL PIPE IMBEDDED IN GROUND
 QD0031_STAMPING: 2767.403 1915
 QD0031_MARK LOGO: USGS  
 QD0031_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0031_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QD0031+SATELLITE: SATELLITE OBSERVATIONS - October 05, 1987
 QD0031
 QD0031  HISTORY     - Date     Condition        Report By
 QD0031  HISTORY     - 1915     MONUMENTED       USGS
 QD0031  HISTORY     - 1935     GOOD             NGS
 QD0031  HISTORY     - 19871005 GOOD             NGS
 QD0031
 QD0031                          STATION DESCRIPTION
 QD0031
 QD0031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 QD0031'IN MITCHELL.
 QD0031'IN THE WEST PART OF MITCHELL, WHEELER COUNTY, ABOUT 200 FEET WEST OF
 QD0031'THE LOWER OCHOCO HIGHWAY BRIDGE OVER BRIDGE CREEK, AT THE EAST EDGE OF
 QD0031'THE CAMPBELL YARD, 23 1/2 FEET EAST OF A SMALL BUILDING HOUSEING A
 QD0031'PRIVATE POWER PLANT, 13 FEET NORTH OF THE TOP OF A ROCK WALL, 43 FEET
 QD0031'NORTH OF THE HIGHWAY CENTERLINE.  A UNITED STATES GEOLOGICAL SURVEY
 QD0031'STANDARD CAP STAMPED 2767.403 1915 AND RIVETED TO THE TOP OF A 3 1/2
 QD0031'INCH IRON PIPE.
 QD0031
 QD0031                          STATION RECOVERY (1987)
 QD0031
 QD0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QD0031'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  0.3 KM
 QD0031'(0.20 MI) EASTERLY ALONG U.S. HIGHWAY 26 FROM THE JUNCTION OF STATE
 QD0031'HIGHWAY 207 IN MITCHELL, ACROSS THE HIGHWAY FROM THE BLUEBERRY
 QD0031'MARKET, 14.5 M (47.6 FT) EAST OF THE SOUTHEAST CORNER OF A HOUSE,
 QD0031'13.2 M (43.3 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 2.7 M
 QD0031'(8.9 FT) NORTH OF AN APPLE TREE, AND 0.6 M (2.0 FT) ABOVE THE LEVEL OF
 QD0031'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0897 ***********************************************************************
 RA0897  DESIGNATION -  2769 A
 RA0897  PID         -  RA0897
 RA0897  STATE/COUNTY-  OR/WALLOWA
 RA0897  USGS QUAD   -  WALLOWA (1984)
 RA0897
 RA0897                         *CURRENT SURVEY CONTROL
 RA0897  ___________________________________________________________________
 RA0897* NAD 83(1986)-  45 36 36.     (N)    117 36 03.     (W)     SCALED    
 RA0897* NAVD 88     -       845.239  (meters)    2773.09   (feet)  ADJUSTED  
 RA0897  ___________________________________________________________________
 RA0897  GEOID HEIGHT-         -17.27  (meters)                     GEOID03
 RA0897  DYNAMIC HT  -         845.059 (meters)    2772.50  (feet)  COMP
 RA0897  MODELED GRAV-     980,374.9   (mgal)                       NAVD 88
 RA0897
 RA0897  VERT ORDER  -  SECOND    CLASS 0
 RA0897
 RA0897.The horizontal coordinates were scaled from a topographic map and have
 RA0897.an estimated accuracy of +/- 6 seconds.
 RA0897
 RA0897.The orthometric height was determined by differential leveling
 RA0897.and adjusted in June 1991.
 RA0897
 RA0897.The geoid height was determined by GEOID03.
 RA0897
 RA0897.The dynamic height is computed by dividing the NAVD 88
 RA0897.geopotential number by the normal gravity value computed on the
 RA0897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0897.degrees latitude (g = 980.6199 gals.).
 RA0897
 RA0897.The modeled gravity was interpolated from observed gravity values.
 RA0897
 RA0897;                    North         East    Units  Estimated Accuracy
 RA0897;SPC OR N     -   220,010.    2,726,090.      MT  (+/- 180 meters Scaled)
 RA0897
 RA0897                          SUPERSEDED SURVEY CONTROL
 RA0897
 RA0897  NGVD 29 (??/??/92)  844.129  (m)         2769.45   (f) ADJ UNCH    2 0
 RA0897
 RA0897.Superseded values are not recommended for survey control.
 RA0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0897.See file dsdata.txt to determine how the superseded data were derived.
 RA0897
 RA0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML531508(NAD 83)
 RA0897_MARKER: DD = SURVEY DISK
 RA0897_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RA0897_SP_SET: CURVE
 RA0897_STAMPING: 2769 A
 RA0897_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RA0897
 RA0897  HISTORY     - Date     Condition        Report By
 RA0897  HISTORY     - UNK      MONUMENTED       USGS
 RA0897  HISTORY     - 1934     GOOD             NGS
 RA0897
 RA0897                          STATION DESCRIPTION
 RA0897
 RA0897'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RA0897'5.2 MI NW FROM WALLOWA.
 RA0897'5.2 MILES N.W. ALONG STATE HWY. 82 FROM POST OFFICE ALONG THE RIGHT OF
 RA0897'WAY OF STATE HWY. 82, SET IN CURVE OF HIGHWAY, 300 FEET N.W. OF BRIDGE
 RA0897'OVER ROCK CREEK, 30 FEET S.W. OF THE CENTERLINE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0671 ***********************************************************************
 NZ0671  DESIGNATION -  277
 NZ0671  PID         -  NZ0671
 NZ0671  STATE/COUNTY-  OR/JOSEPHINE
 NZ0671  USGS QUAD   -  SILVER PEAK (1989)
 NZ0671
 NZ0671                         *CURRENT SURVEY CONTROL
 NZ0671  ___________________________________________________________________
 NZ0671* NAD 83(1986)-  42 27 14.     (N)    124 00 03.     (W)     SCALED    
 NZ0671* NAVD 88     -        86.129  (meters)     282.57   (feet)  ADJUSTED  
 NZ0671  ___________________________________________________________________
 NZ0671  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 NZ0671  DYNAMIC HT  -          86.085 (meters)     282.43  (feet)  COMP
 NZ0671  MODELED GRAV-     980,116.9   (mgal)                       NAVD 88
 NZ0671
 NZ0671  VERT ORDER  -  SECOND    CLASS 0
 NZ0671
 NZ0671.The horizontal coordinates were scaled from a topographic map and have
 NZ0671.an estimated accuracy of +/- 6 seconds.
 NZ0671
 NZ0671.The orthometric height was determined by differential leveling
 NZ0671.and adjusted in June 1991.
 NZ0671
 NZ0671.The geoid height was determined by GEOID03.
 NZ0671
 NZ0671.The dynamic height is computed by dividing the NAVD 88
 NZ0671.geopotential number by the normal gravity value computed on the
 NZ0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0671.degrees latitude (g = 980.6199 gals.).
 NZ0671
 NZ0671.The modeled gravity was interpolated from observed gravity values.
 NZ0671
 NZ0671;                    North         East    Units  Estimated Accuracy
 NZ0671;SPC OR S     -    93,470.    1,212,120.      MT  (+/- 180 meters Scaled)
 NZ0671
 NZ0671                          SUPERSEDED SURVEY CONTROL
 NZ0671
 NZ0671  NGVD 29 (??/??/92)   85.013  (m)          278.91   (f) ADJ UNCH    2 0
 NZ0671
 NZ0671.Superseded values are not recommended for survey control.
 NZ0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0671.See file dsdata.txt to determine how the superseded data were derived.
 NZ0671
 NZ0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN177006(NAD 83)
 NZ0671_MARKER: DB = BENCH MARK DISK
 NZ0671_SETTING: 66 = SET IN ROCK OUTCROP
 NZ0671_SP_SET: ROCK OUTCROP
 NZ0671_STAMPING: 277 35 1915
 NZ0671_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NZ0671+STABILITY: POSITION/ELEVATION WELL
 NZ0671
 NZ0671  HISTORY     - Date     Condition        Report By
 NZ0671  HISTORY     - 1915     MONUMENTED       USGS
 NZ0671  HISTORY     - 1942     GOOD             NGS
 NZ0671
 NZ0671                          STATION DESCRIPTION
 NZ0671
 NZ0671'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NZ0671'12.5 MI SE FROM AGNESS.
 NZ0671'ALONG A ROAD AND THE ILLINOIS RIVER TRAIL, 150 FEET SOUTH OF THE SOUTH
 NZ0671'BANK OF SILVER CREEK, 27 FEET WEST OF THE EAST BANK OF THE ILLINOIS
 NZ0671'RIVER, 14 FEET WEST OF CENTER LINE OF TRAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB1069 ***********************************************************************
 RB1069  DESIGNATION -  278
 RB1069  PID         -  RB1069
 RB1069  STATE/COUNTY-  OR/MORROW
 RB1069  USGS QUAD   -  PATERSON (1993)
 RB1069
 RB1069                         *CURRENT SURVEY CONTROL
 RB1069  ___________________________________________________________________
 RB1069* NAD 83(1986)-  45 53 46.     (N)    119 32 56.     (W)     SCALED    
 RB1069* NAVD 88     -        86.340  (meters)     283.27   (feet)  ADJUSTED  
 RB1069  ___________________________________________________________________
 RB1069  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 RB1069  DYNAMIC HT  -          86.341 (meters)     283.27  (feet)  COMP
 RB1069  MODELED GRAV-     980,622.7   (mgal)                       NAVD 88
 RB1069
 RB1069  VERT ORDER  -  FIRST     CLASS I
 RB1069
 RB1069.The horizontal coordinates were scaled from a topographic map and have
 RB1069.an estimated accuracy of +/- 6 seconds.
 RB1069
 RB1069.The orthometric height was determined by differential leveling
 RB1069.and adjusted in June 1991.
 RB1069
 RB1069.The geoid height was determined by GEOID03.
 RB1069
 RB1069.The dynamic height is computed by dividing the NAVD 88
 RB1069.geopotential number by the normal gravity value computed on the
 RB1069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB1069.degrees latitude (g = 980.6199 gals.).
 RB1069
 RB1069.The modeled gravity was interpolated from observed gravity values.
 RB1069
 RB1069;                    North         East    Units  Estimated Accuracy
 RB1069;SPC OR N     -   248,180.    2,573,810.      MT  (+/- 180 meters Scaled)
 RB1069
 RB1069                          SUPERSEDED SURVEY CONTROL
 RB1069
 RB1069  NGVD 29 (??/??/92)   85.341  (m)          279.99   (f) ADJ UNCH    1 1
 RB1069
 RB1069.Superseded values are not recommended for survey control.
 RB1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1069.See file dsdata.txt to determine how the superseded data were derived.
 RB1069
 RB1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL022856(NAD 83)
 RB1069_MARKER: P = PIPE CAP
 RB1069_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RB1069_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RB1069_STAMPING: 280.072 A
 RB1069_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RB1069
 RB1069  HISTORY     - Date     Condition        Report By
 RB1069  HISTORY     - UNK      MONUMENTED       USGS
 RB1069  HISTORY     - 1968     GOOD             NGS
 RB1069
 RB1069                          STATION DESCRIPTION
 RB1069
 RB1069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RB1069'2.8 MI W FROM IRRIGON.
 RB1069'0.2 MILE WEST ALONG U.S. HIGHWAY 730 FROM THE POST OFFICE AT IRRIGON,
 RB1069'THENCE 2.6 MILES WEST ALONG AN ASPHALT ROAD, IN R26E T5N, SECTION 22,
 RB1069'0.2 MILE EAST OF A TANGENT SOUTHWEST IN THE RAILROAD, 46 1/2 FEET
 RB1069'NORTH OF THE CENTERLINE OF THE ROAD, 33 1/2 FEET SOUTH OF THE CENTER
 RB1069'OF THE ABANDONED RAILROAD BED, 196 FEET SOUTHWEST OF A TELEPHONE POLE
 RB1069'WITH A GUY WIRE, 1.1 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE
 RB1069'ROAD, AND RIVETED ON THE TOP OF AN IRON PIPE PROJECTING 0.5 FOOT ABOVE
 RB1069'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0224 ***********************************************************************
 RB0224  DESIGNATION -  2782
 RB0224  PID         -  RB0224
 RB0224  STATE/COUNTY-  OR/UNION
 RB0224  USGS QUAD   -  LA GRANDE (1994)
 RB0224
 RB0224                         *CURRENT SURVEY CONTROL
 RB0224  ___________________________________________________________________
 RB0224* NAD 83(1986)-  45 19 44.     (N)    118 05 43.     (W)     SCALED    
 RB0224* NAVD 88     -       850.350  (meters)    2789.86   (feet)  ADJUSTED  
 RB0224  ___________________________________________________________________
 RB0224  GEOID HEIGHT-         -17.78  (meters)                     GEOID03
 RB0224  DYNAMIC HT  -         850.157 (meters)    2789.22  (feet)  COMP
 RB0224  MODELED GRAV-     980,362.1   (mgal)                       NAVD 88
 RB0224
 RB0224  VERT ORDER  -  FIRST     CLASS II
 RB0224
 RB0224.The horizontal coordinates were scaled from a topographic map and have
 RB0224.an estimated accuracy of +/- 6 seconds.
 RB0224
 RB0224.The orthometric height was determined by differential leveling
 RB0224.and adjusted in June 1991.
 RB0224.WARNING-Repeat measurements at this control monument indicate possible
 RB0224.vertical movement.
 RB0224
 RB0224.The geoid height was determined by GEOID03.
 RB0224
 RB0224.The dynamic height is computed by dividing the NAVD 88
 RB0224.geopotential number by the normal gravity value computed on the
 RB0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0224.degrees latitude (g = 980.6199 gals.).
 RB0224
 RB0224.The modeled gravity was interpolated from observed gravity values.
 RB0224
 RB0224;                    North         East    Units  Estimated Accuracy
 RB0224;SPC OR N     -   187,510.    2,688,470.      MT  (+/- 180 meters Scaled)
 RB0224
 RB0224                          SUPERSEDED SURVEY CONTROL
 RB0224
 RB0224  NGVD 29 (??/??/92)  849.276  (m)         2786.33   (f) ADJ UNCH    1 2
 RB0224
 RB0224.Superseded values are not recommended for survey control.
 RB0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0224.See file dsdata.txt to determine how the superseded data were derived.
 RB0224
 RB0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML141200(NAD 83)
 RB0224_MARKER: DD = SURVEY DISK
 RB0224_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RB0224_SP_SET: BUILDING
 RB0224_STAMPING: 2782 A
 RB0224_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RB0224
 RB0224  HISTORY     - Date     Condition        Report By
 RB0224  HISTORY     - UNK      MONUMENTED       USGS
 RB0224  HISTORY     - 1951     GOOD             NGS
 RB0224  HISTORY     - 19930719 MARK NOT FOUND   USGS-R
 RB0224
 RB0224                          STATION DESCRIPTION
 RB0224
 RB0224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 RB0224'IN LAGRANDE.
 RB0224'AT LAGRANDE, AT THE NORTHEAST CORNER OF THE INTERSECTION OF ADAMS AVE.
 RB0224'AND CHESTNUT STREET, SET VERTICALLY IN THE SOUTHWEST END OF THE WEST
 RB0224'FACE OF THE SOUTHWEST CORNER OF THE FOLEY HOTEL, 6.7 FEET NORTH OF THE
 RB0224'WEST CORNER (MAIN) ENTRANCE, AND 1 FOOT HIGHER THAN THE SIDEWALK.
 RB0224
 RB0224                          STATION RECOVERY (1993)
 RB0224
 RB0224'RECOVERY NOTE BY USGS ROCKY MOUNTAIN MAPPING CENTER 1993 (MAT)
 RB0224'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB1328 ***********************************************************************
 RB1328  DESIGNATION -  2782 A
 RB1328  PID         -  RB1328
 RB1328  STATE/COUNTY-  OR/UNION
 RB1328  USGS QUAD   -  LA GRANDE (1994)
 RB1328
 RB1328                         *CURRENT SURVEY CONTROL
 RB1328  ___________________________________________________________________
 RB1328* NAD 83(1991)-  45 19 45.67413(N)    118 05 43.04240(W)     NO CHECK  
 RB1328* NAVD 88     -       851.     (meters)    2792.     (feet)  SCALED    
 RB1328  ___________________________________________________________________
 RB1328  LAPLACE CORR-          -3.96  (seconds)                    DEFLEC99
 RB1328  GEOID HEIGHT-         -17.78  (meters)                     GEOID03
 RB1328  HORZ ORDER  -  THIRD
 RB1328
 RB1328.The horizontal coordinates were established by classical geodetic methods
 RB1328.and adjusted by the National Geodetic Survey in October 1991.
 RB1328.No horizontal observational check was made to the station.
 RB1328
 RB1328.The orthometric height was scaled from a topographic map.
 RB1328
 RB1328.The Laplace correction was computed from DEFLEC99 derived deflections.
 RB1328
 RB1328.The geoid height was determined by GEOID03.
 RB1328
 RB1328;                    North         East     Units Scale Factor Converg.
 RB1328;SPC OR N     -   187,565.599 2,688,467.454   MT  0.99989850   +1 42 19.4
 RB1328;SPC OR N     -   615,372.70  8,820,431.28   iFT  0.99989850   +1 42 19.4
 RB1328;UTM  11      - 5,020,121.960   414,170.474   MT  0.99969057   -0 46 44.3
 RB1328
 RB1328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RB1328!SPC OR N     -   0.99986937  x   0.99989850  =   0.99976789
 RB1328!UTM  11      -   0.99986937  x   0.99969057  =   0.99955998
 RB1328
 RB1328                          SUPERSEDED SURVEY CONTROL
 RB1328
 RB1328  NAD 83(1986)-  45 19 45.67359(N)    118 05 43.03036(W) AD(       ) 3
 RB1328  NAD 27      -  45 19 46.19165(N)    118 05 39.22856(W) AD(       ) 3
 RB1328
 RB1328.Superseded values are not recommended for survey control.
 RB1328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1328.See file dsdata.txt to determine how the superseded data were derived.
 RB1328
 RB1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML1417020122(NAD 83)
 RB1328
 RB1328  HISTORY     - Date     Condition        Report By
 RB1328  HISTORY     - UNK      MONUMENTED       USGS
 RB1328  HISTORY     - 1931     SEE DESCRIPTION  CGS
 RB1328  HISTORY     - 19930719 MARK NOT FOUND   USGS-R
 RB1328
 RB1328                          STATION DESCRIPTION
 RB1328
 RB1328'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 RB1328'AT LA GRANDE, IN THE N FACE OF THE BRICK BUILDING OF THE FOLEY
 RB1328'HOTEL IN THE STONE FACING OF THE WALL ON THE CHESTNUT STREET
 RB1328'SIDE.  THE STATION IS MARKED BY A U.S.G.S. BENCH MARK DISK.  THIS
 RB1328'MARK HAS PROBABLY BEEN MOVED SLIGHTLY.
 RB1328
 RB1328                          STATION RECOVERY (1993)
 RB1328
 RB1328'RECOVERY NOTE BY USGS ROCKY MOUNTAIN MAPPING CENTER 1993 (MAT)
 RB1328'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0607 ***********************************************************************
 QC0607  DESIGNATION -  2796
 QC0607  PID         -  QC0607
 QC0607  STATE/COUNTY-  OR/WHEELER
 QC0607  USGS QUAD   -  WHITETAIL BUTTE (1995)
 QC0607
 QC0607                         *CURRENT SURVEY CONTROL
 QC0607  ___________________________________________________________________
 QC0607* NAD 83(1986)-  44 53 39.     (N)    119 42 23.     (W)     SCALED    
 QC0607* NAVD 88     -       975.397  (meters)    3200.11   (feet)  ADJUSTED  
 QC0607  ___________________________________________________________________
 QC0607  GEOID HEIGHT-         -19.62  (meters)                     GEOID03
 QC0607  DYNAMIC HT  -         975.139 (meters)    3199.27  (feet)  COMP
 QC0607  MODELED GRAV-     980,319.7   (mgal)                       NAVD 88
 QC0607
 QC0607  VERT ORDER  -  SECOND    CLASS 0
 QC0607
 QC0607.The horizontal coordinates were scaled from a topographic map and have
 QC0607.an estimated accuracy of +/- 6 seconds.
 QC0607
 QC0607.The orthometric height was determined by differential leveling
 QC0607.and adjusted in June 1991.
 QC0607
 QC0607.The geoid height was determined by GEOID03.
 QC0607
 QC0607.The dynamic height is computed by dividing the NAVD 88
 QC0607.geopotential number by the normal gravity value computed on the
 QC0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0607.degrees latitude (g = 980.6199 gals.).
 QC0607
 QC0607.The modeled gravity was interpolated from observed gravity values.
 QC0607
 QC0607;                    North         East    Units  Estimated Accuracy
 QC0607;SPC OR N     -   136,710.    2,562,680.      MT  (+/- 180 meters Scaled)
 QC0607
 QC0607                          SUPERSEDED SURVEY CONTROL
 QC0607
 QC0607  NGVD 29 (??/??/92)  974.260  (m)         3196.38   (f) ADJ UNCH    2 0
 QC0607
 QC0607.Superseded values are not recommended for survey control.
 QC0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0607.See file dsdata.txt to determine how the superseded data were derived.
 QC0607
 QC0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKK863747(NAD 83)
 QC0607_MARKER: DD = SURVEY DISK
 QC0607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0607_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QC0607_STAMPING: 2796
 QC0607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0607+STABILITY: SURFACE MOTION
 QC0607
 QC0607  HISTORY     - Date     Condition        Report By
 QC0607  HISTORY     - UNK      MONUMENTED       BPR
 QC0607  HISTORY     - 1962     GOOD             NGS
 QC0607
 QC0607                          STATION DESCRIPTION
 QC0607
 QC0607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 QC0607'8.9 MI N FROM SPRAY.
 QC0607'REACHED FROM THE POST OFFICE AT SPRAY GO EAST AND NORTH ON STATE
 QC0607'HIGHWAY 207 FOR ABOUT 8.9 MILES, (THIS IS ABOUT 0.1 MILE SOUTH OF THE
 QC0607'TOP OF A HILL), 28 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT
 QC0607'4 FEET LOWER THAN THE HIGHWAY, 4.5 FEET WEST OF A FENCE, AND 1 FOOT
 QC0607'WEST OF A WOODEN WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH0797 ***********************************************************************
 OH0797  DESIGNATION -  2797
 OH0797  PID         -  OH0797
 OH0797  STATE/COUNTY-  OR/MALHEUR
 OH0797  USGS QUAD   -  GRAVEYARD POINT (1967)
 OH0797
 OH0797                         *CURRENT SURVEY CONTROL
 OH0797  ___________________________________________________________________
 OH0797* NAD 83(1986)-  43 35 37.     (N)    117 06 46.     (W)     SCALED    
 OH0797* NAVD 88     -       853.469  (meters)    2800.09   (feet)  ADJUSTED  
 OH0797  ___________________________________________________________________
 OH0797  GEOID HEIGHT-         -17.75  (meters)                     GEOID03
 OH0797  DYNAMIC HT  -         853.150 (meters)    2799.04  (feet)  COMP
 OH0797  MODELED GRAV-     980,217.5   (mgal)                       NAVD 88
 OH0797
 OH0797  VERT ORDER  -  SECOND    CLASS 0
 OH0797
 OH0797.The horizontal coordinates were scaled from a topographic map and have
 OH0797.an estimated accuracy of +/- 6 seconds.
 OH0797
 OH0797.The orthometric height was determined by differential leveling
 OH0797.and adjusted in June 1991.
 OH0797
 OH0797.The geoid height was determined by GEOID03.
 OH0797
 OH0797.The dynamic height is computed by dividing the NAVD 88
 OH0797.geopotential number by the normal gravity value computed on the
 OH0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0797.degrees latitude (g = 980.6199 gals.).
 OH0797
 OH0797.The modeled gravity was interpolated from observed gravity values.
 OH0797
 OH0797;                    North         East    Units  Estimated Accuracy
 OH0797;SPC OR S     -   219,580.    1,773,430.      MT  (+/- 180 meters Scaled)
 OH0797
 OH0797                          SUPERSEDED SURVEY CONTROL
 OH0797
 OH0797  NGVD 29 (??/??/92)  852.511  (m)         2796.95   (f) ADJ UNCH    2 0
 OH0797
 OH0797.Superseded values are not recommended for survey control.
 OH0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0797.See file dsdata.txt to determine how the superseded data were derived.
 OH0797
 OH0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ908267(NAD 83)
 OH0797_MARKER: Z = SEE DESCRIPTION
 OH0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0797_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0797_STAMPING: 2797 ADJ 1903 1905
 OH0797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0797+STABILITY: SURFACE MOTION
 OH0797
 OH0797  HISTORY     - Date     Condition        Report By
 OH0797  HISTORY     - 1905     MONUMENTED       USGS
 OH0797  HISTORY     - 1966     POOR             NGS
 OH0797
 OH0797                          STATION DESCRIPTION
 OH0797
 OH0797'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 OH0797'12.1 MI S FROM ADRIAN.
 OH0797'8.0 MILES SOUTH ALONG STATE HIGHWAY 201 FROM THE POST OFFICE AT
 OH0797'ADRIAN, THENCE 4.1 MILES SOUTHWEST ALONG SUCCOR CREEK ROAD, 1.0 MILE
 OH0797'SOUTH OF THE JUNCTION OF A ROAD WEST TO ALKALI SPRINGS, 0.25 MILE
 OH0797'SOUTH OF THE JUNCTION OF FISHERMAN ROAD WEST, 0.05 MILE SOUTH OF THE
 OH0797'JUNCTION OF A DIRT ROAD EAST, 30 FEET WEST OF THE CENTER LINE OF THE
 OH0797'ROAD, 92 FEET SOUTHWEST AND ACROSS THE ROAD FROM TELEPHONE POLE, ABOUT
 OH0797'2 FEET HIGHER THAN THE ROAD, A CAP RIVITED ON THE TOP OF AN IRON PIPE
 OH0797'ENCASED IN A CONCRETE POST PROJECTING ABOUT 1 1/2 FEET ABOVE THE
 OH0797'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0200 ***********************************************************************
 QE0200  DESIGNATION -  28
 QE0200  PID         -  QE0200
 QE0200  STATE/COUNTY-  OR/LINN
 QE0200  USGS QUAD   -  ECHO MOUNTAIN (1994)
 QE0200
 QE0200                         *CURRENT SURVEY CONTROL
 QE0200  ___________________________________________________________________
 QE0200* NAD 83(1986)-  44 24 42.     (N)    122 03 05.     (W)     SCALED    
 QE0200* NAVD 88     -       997.975  (meters)    3274.19   (feet)  POSTED    
 QE0200  ___________________________________________________________________
 QE0200  GEOID HEIGHT-         -21.62  (meters)                     GEOID03
 QE0200  DYNAMIC HT  -         997.640 (meters)    3273.09  (feet)  COMP
 QE0200  MODELED GRAV-     980,249.2   (mgal)                       NAVD 88
 QE0200
 QE0200  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 QE0200
 QE0200.The horizontal coordinates were scaled from a topographic map and have
 QE0200.an estimated accuracy of +/- 6 seconds.
 QE0200
 QE0200.The orthometric height was determined by differential leveling
 QE0200.and adjusted by the  in 1992.
 QE0200.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 QE0200.rate of 1.1 thru 2.0 mm/km.
 QE0200
 QE0200.The geoid height was determined by GEOID03.
 QE0200
 QE0200.The dynamic height is computed by dividing the NAVD 88
 QE0200.geopotential number by the normal gravity value computed on the
 QE0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0200.degrees latitude (g = 980.6199 gals.).
 QE0200
 QE0200.The modeled gravity was interpolated from observed gravity values.
 QE0200
 QE0200;                    North         East    Units  Estimated Accuracy
 QE0200;SPC OR N     -    83,970.    2,376,440.      MT  (+/- 180 meters Scaled)
 QE0200
 QE0200                          SUPERSEDED SURVEY CONTROL
 QE0200
 QE0200  NGVD 29 (??/??/92)  996.789  (m)         3270.30   (f) ADJ UNCH    1 2
 QE0200
 QE0200.Superseded values are not recommended for survey control.
 QE0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0200.See file dsdata.txt to determine how the superseded data were derived.
 QE0200
 QE0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ755180(NAD 83)
 QE0200_MARKER: DD = SURVEY DISK
 QE0200_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QE0200_SP_SET: CULVERT
 QE0200_STAMPING: 3271 28 1936
 QE0200_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0200
 QE0200  HISTORY     - Date     Condition        Report By
 QE0200  HISTORY     - 1936     MONUMENTED       BPR
 QE0200  HISTORY     - 1963     GOOD             NGS
 QE0200
 QE0200                          STATION DESCRIPTION
 QE0200
 QE0200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 QE0200'6.6 MI W FROM SANTIAM JUNCTION.
 QE0200'6.6 MILES WEST ALONG U.S. HIGHWAY 20 FROM THE MOBIL SERVICE STATION
 QE0200'AND STORE AT SANTIAM JUNCTION, 0.5 MILE WEST OF MILE POST NO. 69, 30
 QE0200'FEET NORTHWEST OF THE CENTER OF THE HIGHWAY AND ABOUT 10 FEET BELOW
 QE0200'THE LEVEL OF THE HIGHWAY IN THE NORTHWEST MASONRY HEAD WALL OF THE
 QE0200'CULVERT OVER TOAD CREEK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3708 ***********************************************************************
 RD3708  DESIGNATION -  28
 RD3708  PID         -  RD3708
 RD3708  STATE/COUNTY-  OR/MULTNOMAH
 RD3708  USGS QUAD   -  LINNTON (1990)
 RD3708
 RD3708                         *CURRENT SURVEY CONTROL
 RD3708  ___________________________________________________________________
 RD3708* NAD 83(1991)-  45 35 34.54829(N)    122 46 39.22785(W)     ADJUSTED  
 RD3708* NAVD 88     -        10.     (meters)      33.     (feet)  SCALED    
 RD3708  ___________________________________________________________________
 RD3708  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 RD3708  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 RD3708  HORZ ORDER  -  THIRD
 RD3708
 RD3708.The horizontal coordinates were established by classical geodetic methods
 RD3708.and adjusted by the National Geodetic Survey in October 1991.
 RD3708
 RD3708.The orthometric height was scaled from a topographic map.
 RD3708
 RD3708.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3708
 RD3708.The geoid height was determined by GEOID03.
 RD3708
 RD3708;                    North         East     Units Scale Factor Converg.
 RD3708;SPC OR N     -   216,556.574 2,322,320.538   MT  0.99992197   -1 36 54.8
 RD3708;SPC OR N     -   710,487.45  7,619,161.87   iFT  0.99992197   -1 36 54.8
 RD3708;SPC WA S     -    31,420.600   322,296.608   MT  1.00006314   -1 39 15.9
 RD3708;SPC WA S     -   103,085.75  1,057,401.45   sFT  1.00006314   -1 39 15.9
 RD3708;UTM  10      - 5,048,844.909   517,349.656   MT  0.99960370   +0 09 32.1
 RD3708
 RD3708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3708!SPC OR N     -   1.00000200  x   0.99992197  =   0.99992397
 RD3708!SPC WA S     -   1.00000200  x   1.00006314  =   1.00006514
 RD3708!UTM  10      -   1.00000200  x   0.99960370  =   0.99960570
 RD3708
 RD3708:                Primary Azimuth Mark                     Grid Az
 RD3708:SPC OR N     -  26                                       330 38 14.4
 RD3708:SPC WA S     -  26                                       330 40 35.5
 RD3708:UTM  10      -  26                                       328 51 47.5
 RD3708
 RD3708|---------------------------------------------------------------------|
 RD3708| PID    Reference Object                     Distance      Geod. Az  |
 RD3708|                                                           dddmmss.s |
 RD3708| RD3699 26                                  APPROX. 1.1 KM 3290119.6 |
 RD3708|---------------------------------------------------------------------|
 RD3708
 RD3708                          SUPERSEDED SURVEY CONTROL
 RD3708
 RD3708  NAD 83(1986)-  45 35 34.56776(N)    122 46 39.23041(W) AD(       ) 3
 RD3708  NAD 27      -  45 35 35.14400(N)    122 46 34.86800(W) AD(       ) 3
 RD3708
 RD3708.Superseded values are not recommended for survey control.
 RD3708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3708.See file dsdata.txt to determine how the superseded data were derived.
 RD3708
 RD3708_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1735048845(NAD 83)
 RD3708
 RD3708  HISTORY     - Date     Condition        Report By
 RD3708  HISTORY     - 1899     MONUMENTED       USE
 RD3708  HISTORY     - 1960     SEE DESCRIPTION  CGS
 RD3708  HISTORY     - 19941031 MARK NOT FOUND   USPSQD
 RD3708
 RD3708                          STATION DESCRIPTION
 RD3708
 RD3708'DESCRIBED BY US ENGINEERS 1899
 RD3708'THE STATION IS MARKED BY A PIPE SET IN THE CENTER OF A
 RD3708'SQUARE BLOCK OF CONCRETE.  THE TOP OF THE BLOCK IS SMOOTHED
 RD3708'OFF AND BEARS THE LETTERS U.S.E., ONE LETTER IN EACH OF
 RD3708'THREE CORNERS.  IN THE FOURTH CORNER IS THE NUMBER BY WHICH
 RD3708'THE STATION IS KNOWN.
 RD3708
 RD3708                          STATION RECOVERY (1960)
 RD3708
 RD3708'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ANS)
 RD3708'STATION DESTROYED.  THE PREVIOUS DESCRIPTION WAS INADEQUATE
 RD3708'FOR RECOVERY OF THE STATION.
 RD3708'
 RD3708'THE STATION WAS PLOTTED FROM THE PUBLISHED COORDINATES, ON
 RD3708'A 1--9600 PLANIMETRIC MAP.  THE PLOTTED POSITION FELL ON A
 RD3708'ROAD CONSTRUCTED BETWEEN AN OIL STORAGE TANK FIRE WALL AND A
 RD3708'LARGE STEEL BUILDING, ON THE PROPERTY OF THE MOBILGAS OIL
 RD3708'COMPANY.  THERE HAS BEEN COMPLETE ALTERATION OF THE GROUND
 RD3708'FOR A DISTANCE OF AT LEAST 1,000 FT. ON ALL SIDES OF
 RD3708'COMPUTED POSITION OF THE STATION.
 RD3708
 RD3708                          STATION RECOVERY (1994)
 RD3708
 RD3708'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD3708'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0632 ***********************************************************************
 NW0632  DESIGNATION -  28 BKC
 NW0632  PID         -  NW0632
 NW0632  STATE/COUNTY-  OR/MALHEUR
 NW0632  USGS QUAD   -  CAVIATTA RIDGE (1980)
 NW0632
 NW0632                         *CURRENT SURVEY CONTROL
 NW0632  ___________________________________________________________________
 NW0632* NAD 83(1986)-  42 33 05.     (N)    117 28 44.     (W)     SCALED    
 NW0632* NAVD 88     -      1392.334  (meters)    4568.02   (feet)  ADJUSTED  
 NW0632  ___________________________________________________________________
 NW0632  GEOID HEIGHT-         -17.88  (meters)                     GEOID03
 NW0632  DYNAMIC HT  -        1391.501 (meters)    4565.28  (feet)  COMP
 NW0632  MODELED GRAV-     979,974.0   (mgal)                       NAVD 88
 NW0632
 NW0632  VERT ORDER  -  SECOND    CLASS 0
 NW0632
 NW0632.The horizontal coordinates were scaled from a topographic map and have
 NW0632.an estimated accuracy of +/- 6 seconds.
 NW0632
 NW0632.The orthometric height was determined by differential leveling
 NW0632.and adjusted in August 1995.
 NW0632
 NW0632.The geoid height was determined by GEOID03.
 NW0632
 NW0632.The dynamic height is computed by dividing the NAVD 88
 NW0632.geopotential number by the normal gravity value computed on the
 NW0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0632.degrees latitude (g = 980.6199 gals.).
 NW0632
 NW0632.The modeled gravity was interpolated from observed gravity values.
 NW0632
 NW0632;                    North         East    Units  Estimated Accuracy
 NW0632;SPC OR S     -   102,750.    1,748,060.      MT  (+/- 180 meters Scaled)
 NW0632
 NW0632                          SUPERSEDED SURVEY CONTROL
 NW0632
 NW0632.No superseded survey control is available for this station.
 NW0632
 NW0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH606111(NAD 83)
 NW0632_MARKER: DB = BENCH MARK DISK
 NW0632_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0632_SP_SET: COPPER-CLAD STEEL ROD
 NW0632_STAMPING: 28 BKC 1973 4564
 NW0632_MARK LOGO: USGS  
 NW0632_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0632_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0632_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0632+SATELLITE: SATELLITE OBSERVATIONS - August 25, 1974
 NW0632
 NW0632  HISTORY     - Date     Condition        Report By
 NW0632  HISTORY     - 1973     MONUMENTED       USGS
 NW0632  HISTORY     - 19740825 GOOD             USGS
 NW0632
 NW0632                          STATION DESCRIPTION
 NW0632
 NW0632'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 NW0632'FROM ROME, OREGON PROCEED 29.8 MILES SOUTH AND SOUTHEAST ALONG A
 NW0632'TRACK ROAD, THENCE 14.2 MILES SOUTHWEST, SOUTH AND WEST ALONG A TRACK
 NW0632'ROAD, 12.6 MILES SOUTH OF BURNS JUNCTION ALONG U S HIGHWAY 95, THENCE
 NW0632'10.5 MILES EAST AND 3.3 MILES SOUTH ALONG A GRAVELED ROAD, THENCE
 NW0632'13.1 MILES EAST, NORTHEAST AND EAST ALONG A TRACK ROAD, AT A T-ROAD
 NW0632'SOUTH, 51 FEET SOUTH OF THE CENTERLINE OF A DRAIN, 45 FEET EAST OF
 NW0632'THE CENTERLINE OF A T-ROAD SOUTH, 23 FEET NORTH OF THE CENTERLINE OF
 NW0632'THE ROAD, SET ON A 5/8-INCH COPPER-COATED ROD DRIVEN TO REFUSAL (ROD
 NW0632'DEPTH UNKNOWN) WITH THE TOP ENCASED IN 6-INCH DRAINPIPE.
 NW0632
 NW0632                          STATION RECOVERY (1974)
 NW0632
 NW0632'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NW0632'NOTE--PIPE IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0768 ***********************************************************************
 PA0768  DESIGNATION -  28 FMK
 PA0768  PID         -  PA0768
 PA0768  STATE/COUNTY-  OR/HARNEY
 PA0768  USGS QUAD   -  JACKASS BUTTE (1967)
 PA0768
 PA0768                         *CURRENT SURVEY CONTROL
 PA0768  ___________________________________________________________________
 PA0768* NAD 83(1986)-  43 02 36.     (N)    118 58 22.     (W)     SCALED    
 PA0768* NAVD 88     -      1524.644  (meters)    5002.10   (feet)  ADJUSTED  
 PA0768  ___________________________________________________________________
 PA0768  GEOID HEIGHT-         -19.19  (meters)                     GEOID03
 PA0768  DYNAMIC HT  -        1523.805 (meters)    4999.35  (feet)  COMP
 PA0768  MODELED GRAV-     980,015.5   (mgal)                       NAVD 88
 PA0768
 PA0768  VERT ORDER  -  SECOND    CLASS 0
 PA0768
 PA0768.The horizontal coordinates were scaled from a topographic map and have
 PA0768.an estimated accuracy of +/- 6 seconds.
 PA0768
 PA0768.The orthometric height was determined by differential leveling
 PA0768.and adjusted in August 1995.
 PA0768
 PA0768.The geoid height was determined by GEOID03.
 PA0768
 PA0768.The dynamic height is computed by dividing the NAVD 88
 PA0768.geopotential number by the normal gravity value computed on the
 PA0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0768.degrees latitude (g = 980.6199 gals.).
 PA0768
 PA0768.The modeled gravity was interpolated from observed gravity values.
 PA0768
 PA0768;                    North         East    Units  Estimated Accuracy
 PA0768;SPC OR S     -   154,060.    1,624,420.      MT  (+/- 180 meters Scaled)
 PA0768
 PA0768                          SUPERSEDED SURVEY CONTROL
 PA0768
 PA0768.No superseded survey control is available for this station.
 PA0768
 PA0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH393675(NAD 83)
 PA0768_MARKER: DB = BENCH MARK DISK
 PA0768_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 PA0768_SP_SET: UNSPECIFIED ROCK
 PA0768_STAMPING: 28 FMK 1970 4998
 PA0768_MARK LOGO: USGS  
 PA0768_MAGNETIC: N = NO MAGNETIC MATERIAL
 PA0768_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PA0768_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PA0768+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2008
 PA0768
 PA0768  HISTORY     - Date     Condition        Report By
 PA0768  HISTORY     - 1970     MONUMENTED       USGS
 PA0768  HISTORY     - 20081030 GOOD             INDIV
 PA0768
 PA0768                          STATION DESCRIPTION
 PA0768
 PA0768'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 PA0768'FROM THE BRIDGE OVER THE NARROWS, PROCEED 12.2 MILES SOUTH ALONG
 PA0768'STATE HIGHWAY 205, THENCE 7.3 MILES SOUTHWEST ALONG THE ROAD TO
 PA0768'FOSTER LAKE AND PLUSH, ON THE NORTH SLOPE OF A RIDGE AND THE EAST END
 PA0768'OF A SMALL RIM ROCK, 155 FEET NORTHWEST OF THE CENTERLINE OF THE
 PA0768'ROAD, WITNESS POST SET AT BENCH MARK.
 PA0768
 PA0768                          STATION RECOVERY (2008)
 PA0768
 PA0768'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008
 PA0768'TURN RIGHT AT MILEPOST 34.5 ON STATE HIGHWAY 205, THENCE 7.3 MILES
 PA0768'SOUTHWEST ALONG COUNTY ROAD 411, JACK MOUNTAIN ROAD (THE ROAD TO
 PA0768'FOSTER LAKE AND PLUSH) . . .
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2711 ***********************************************************************
 QE2711  DESIGNATION -  28 KJO
 QE2711  PID         -  QE2711
 QE2711  STATE/COUNTY-  OR/LINCOLN
 QE2711  USGS QUAD   -  TOLEDO SOUTH (1984)
 QE2711
 QE2711                         *CURRENT SURVEY CONTROL
 QE2711  ___________________________________________________________________
 QE2711* NAD 83(1986)-  44 31 16.     (N)    123 56 53.     (W)     SCALED    
 QE2711* NAVD 88     -        53.928  (meters)     176.93   (feet)  ADJUSTED  
 QE2711  ___________________________________________________________________
 QE2711  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 QE2711  DYNAMIC HT  -          53.926 (meters)     176.92  (feet)  COMP
 QE2711  MODELED GRAV-     980,582.4   (mgal)                       NAVD 88
 QE2711
 QE2711  VERT ORDER  -  SECOND    CLASS I
 QE2711
 QE2711.The horizontal coordinates were scaled from a topographic map and have
 QE2711.an estimated accuracy of +/- 6 seconds.
 QE2711
 QE2711.The orthometric height was determined by differential leveling
 QE2711.and adjusted in August 1995.
 QE2711
 QE2711.The geoid height was determined by GEOID03.
 QE2711
 QE2711.The dynamic height is computed by dividing the NAVD 88
 QE2711.geopotential number by the normal gravity value computed on the
 QE2711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE2711.degrees latitude (g = 980.6199 gals.).
 QE2711
 QE2711.The modeled gravity was interpolated from observed gravity values.
 QE2711
 QE2711;                    North         East    Units  Estimated Accuracy
 QE2711;SPC OR N     -   100,800.    2,225,970.      MT  (+/- 180 meters Scaled)
 QE2711
 QE2711                          SUPERSEDED SURVEY CONTROL
 QE2711
 QE2711.No superseded survey control is available for this station.
 QE2711
 QE2711_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ246301(NAD 83)
 QE2711_MARKER: DB = BENCH MARK DISK
 QE2711_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QE2711+WITH SETTING: INFORMATION.
 QE2711_SP_SET: SHALLOW-SET METAL ROD
 QE2711_STAMPING: 28 KJO 1979 174
 QE2711_MARK LOGO: USGS  
 QE2711_PROJECTION: PROJECTING 8 CENTIMETERS
 QE2711_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE2711_ROD/PIPE-DEPTH: 2.13 meters
 QE2711
 QE2711  HISTORY     - Date     Condition        Report By
 QE2711  HISTORY     - 1979     MONUMENTED       USGS
 QE2711
 QE2711                          STATION DESCRIPTION
 QE2711
 QE2711'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 QE2711'15.0 KM (9.30 MI) EAST FROM ONA BEACH STATE PARK.
 QE2711'ONA BEACH STATE PARK, 9.34 MI EAST OF.  AT WEST SIDE OF TRUCK
 QE2711'TURNOUT, 43 FT N OF CENTERLINE OF RD, 33 FT NW OF NORTHERN END OF
 QE2711'12-INCH DIAMETER CORRUGATED STEEL CULVERT.
 QE2711'THE MARK IS 3 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0430 ***********************************************************************
 QC0430  DESIGNATION -  28 KK
 QC0430  PID         -  QC0430
 QC0430  STATE/COUNTY-  OR/WHEELER
 QC0430  USGS QUAD   -  DERR MEADOWS (1992)
 QC0430
 QC0430                         *CURRENT SURVEY CONTROL
 QC0430  ___________________________________________________________________
 QC0430* NAD 83(1986)-  44 27 04.     (N)    119 56 15.     (W)     SCALED    
 QC0430* NAVD 88     -      1752.653  (meters)    5750.16   (feet)  ADJUSTED  
 QC0430  ___________________________________________________________________
 QC0430  GEOID HEIGHT-         -18.90  (meters)                     GEOID03
 QC0430  DYNAMIC HT  -        1751.904 (meters)    5747.70  (feet)  COMP
 QC0430  MODELED GRAV-     980,126.5   (mgal)                       NAVD 88
 QC0430
 QC0430  VERT ORDER  -  SECOND    CLASS 0
 QC0430
 QC0430.The horizontal coordinates were scaled from a topographic map and have
 QC0430.an estimated accuracy of +/- 6 seconds.
 QC0430
 QC0430.The orthometric height was determined by differential leveling
 QC0430.and adjusted in June 1991.
 QC0430
 QC0430.The geoid height was determined by GEOID03.
 QC0430
 QC0430.The dynamic height is computed by dividing the NAVD 88
 QC0430.geopotential number by the normal gravity value computed on the
 QC0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0430.degrees latitude (g = 980.6199 gals.).
 QC0430
 QC0430.The modeled gravity was interpolated from observed gravity values.
 QC0430
 QC0430;                    North         East    Units  Estimated Accuracy
 QC0430;SPC OR N     -    87,330.    2,544,770.      MT  (+/- 180 meters Scaled)
 QC0430
 QC0430                          SUPERSEDED SURVEY CONTROL
 QC0430
 QC0430  NGVD 29 (??/??/92) 1751.387  (m)         5746.01   (f) ADJ UNCH    2 0
 QC0430
 QC0430.Superseded values are not recommended for survey control.
 QC0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0430.See file dsdata.txt to determine how the superseded data were derived.
 QC0430
 QC0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKK662261(NAD 83)
 QC0430_MARKER: DD = SURVEY DISK
 QC0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QC0430_STAMPING: 28 KK 5746 1949
 QC0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0430+STABILITY: SURFACE MOTION
 QC0430
 QC0430  HISTORY     - Date     Condition        Report By
 QC0430  HISTORY     - 1949     MONUMENTED       USGS
 QC0430  HISTORY     - 1949     GOOD             NGS
 QC0430
 QC0430                          STATION DESCRIPTION
 QC0430
 QC0430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 QC0430'1.2 MI NW FROM DERR G.S..
 QC0430'1.2 MILES NORTHWEST ALONG A FOREST SERVICE ROAD FROM DERR GUARD
 QC0430'STATION, IN THE APPROXIMATE CENTER OF A TRIANGLE FORMED BY THE
 QC0430'JUNCTION OF A ROAD LEADING TO BEAVER RANGER STATION, 64 1/2 FEET EAST
 QC0430'OF A ROAD SIGN POST, 38 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD
 QC0430'LEADING TO BEAVER RANGER STATION, 18 FEET WEST OF THE CENTER LINE OF
 QC0430'THE MAIN ROAD, 1.7 FEET EAST OF A WITNESS POST, AND SET IN THE TOP OF
 QC0430'A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0344 ***********************************************************************
 NX0344  DESIGNATION -  28 LRC
 NX0344  PID         -  NX0344
 NX0344  STATE/COUNTY-  OR/HARNEY
 NX0344  USGS QUAD   -  RED BANK LAKES (1971)
 NX0344
 NX0344                         *CURRENT SURVEY CONTROL
 NX0344  ___________________________________________________________________
 NX0344* NAD 83(1986)-  42 56 36.     (N)    119 44 04.     (W)     SCALED    
 NX0344* NAVD 88     -      1531.923  (meters)    5025.98   (feet)  ADJUSTED  
 NX0344  ___________________________________________________________________
 NX0344  GEOID HEIGHT-         -19.82  (meters)                     GEOID03
 NX0344  DYNAMIC HT  -        1531.044 (meters)    5023.10  (feet)  COMP
 NX0344  MODELED GRAV-     979,992.2   (mgal)                       NAVD 88
 NX0344
 NX0344  VERT ORDER  -  SECOND    CLASS 0
 NX0344
 NX0344.The horizontal coordinates were scaled from a topographic map and have
 NX0344.an estimated accuracy of +/- 6 seconds.
 NX0344
 NX0344.The orthometric height was determined by differential leveling
 NX0344.and adjusted in August 1995.
 NX0344
 NX0344.The geoid height was determined by GEOID03.
 NX0344
 NX0344.The dynamic height is computed by dividing the NAVD 88
 NX0344.geopotential number by the normal gravity value computed on the
 NX0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0344.degrees latitude (g = 980.6199 gals.).
 NX0344
 NX0344.The modeled gravity was interpolated from observed gravity values.
 NX0344
 NX0344;                    North         East    Units  Estimated Accuracy
 NX0344;SPC OR S     -   142,100.    1,562,480.      MT  (+/- 180 meters Scaled)
 NX0344
 NX0344                          SUPERSEDED SURVEY CONTROL
 NX0344
 NX0344.No superseded survey control is available for this station.
 NX0344
 NX0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKH769581(NAD 83)
 NX0344_MARKER: DB = BENCH MARK DISK
 NX0344_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NX0344+WITH SETTING: INFORMATION.
 NX0344_SP_SET: METAL ROD DRIVEN INTO GROUND
 NX0344_STAMPING: 28 LRC 1970 5022
 NX0344_MARK LOGO: USGS  
 NX0344_MAGNETIC: I = MARKER IS A STEEL ROD
 NX0344_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NX0344
 NX0344  HISTORY     - Date     Condition        Report By
 NX0344  HISTORY     - 1970     MONUMENTED       USGS
 NX0344
 NX0344                          STATION DESCRIPTION
 NX0344
 NX0344'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NX0344'FROM WAGONTIRE, OREGON, PROCEED 4.5 MILES SOUTHWEST ALONG U S HIGHWAY
 NX0344'395 TO DRY VALLEY ROAD, THENCE 23.1 MILES SOUTH ALONG DRY VALLEY ROAD
 NX0344'TO AN OLD SHEEP CORRAL, THENCE 1.1 MILES SOUTH ACROSS A PASTURE AND
 NX0344'UP A STEEP RIDGE ALONG A TRACK ROAD TO A POINT 0.3 MILE NORTH OF A
 NX0344'FENCE LINE, 14 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK ROAD, 4
 NX0344'FEET NORTHWEST OF A WITNESS POST.  THE ROD DEPTH IS UNKNOWN AND FLUSH
 NX0344'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0676 ***********************************************************************
 NW0676  DESIGNATION -  28 RTV
 NW0676  PID         -  NW0676
 NW0676  STATE/COUNTY-  OR/MALHEUR
 NW0676  USGS QUAD   -  STARVATION SPRING (1982)
 NW0676
 NW0676                         *CURRENT SURVEY CONTROL
 NW0676  ___________________________________________________________________
 NW0676* NAD 83(1986)-  42 21 56.     (N)    117 29 44.     (W)     SCALED    
 NW0676* NAVD 88     -      1648.348  (meters)    5407.96   (feet)  ADJUSTED  
 NW0676  ___________________________________________________________________
 NW0676  GEOID HEIGHT-         -17.84  (meters)                     GEOID03
 NW0676  DYNAMIC HT  -        1647.263 (meters)    5404.40  (feet)  COMP
 NW0676  MODELED GRAV-     979,904.7   (mgal)                       NAVD 88
 NW0676
 NW0676  VERT ORDER  -  SECOND    CLASS 0
 NW0676
 NW0676.The horizontal coordinates were scaled from a topographic map and have
 NW0676.an estimated accuracy of +/- 6 seconds.
 NW0676
 NW0676.The orthometric height was determined by differential leveling
 NW0676.and adjusted in August 1995.
 NW0676
 NW0676.The geoid height was determined by GEOID03.
 NW0676
 NW0676.The dynamic height is computed by dividing the NAVD 88
 NW0676.geopotential number by the normal gravity value computed on the
 NW0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0676.degrees latitude (g = 980.6199 gals.).
 NW0676
 NW0676.The modeled gravity was interpolated from observed gravity values.
 NW0676
 NW0676;                    North         East    Units  Estimated Accuracy
 NW0676;SPC OR S     -    82,080.    1,747,440.      MT  (+/- 180 meters Scaled)
 NW0676
 NW0676                          SUPERSEDED SURVEY CONTROL
 NW0676
 NW0676.No superseded survey control is available for this station.
 NW0676
 NW0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG591904(NAD 83)
 NW0676_MARKER: DB = BENCH MARK DISK
 NW0676_SETTING: 66 = SET IN ROCK OUTCROP
 NW0676_SP_SET: BEDROCK
 NW0676_STAMPING: 28 RTV 1979
 NW0676_MARK LOGO: USGS  
 NW0676_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0676_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0676+STABILITY: POSITION/ELEVATION WELL
 NW0676
 NW0676  HISTORY     - Date     Condition        Report By
 NW0676  HISTORY     - 1979     MONUMENTED       USGS
 NW0676
 NW0676                          STATION DESCRIPTION
 NW0676
 NW0676'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 NW0676'FROM THE MCDERMITT, NEVADA POST OFFICE, PROCEED 15.3 MILES NORTH
 NW0676'ALONG U S HIGHWAY 95, THENCE 16.15 MILES EAST TO A ROAD JUNCTION TO
 NW0676'ANDERSON CROSSING, THENCE 7.0 MILES NORTHEAST TO A ROAD JUNCTION, 10
 NW0676'FEET NORTH OF THE NORTH END OF A GATE, ABOUT 100 FEET EAST OF THE
 NW0676'ROAD JUNCTION, 3 FEET WEST OF A FENCE, SET ON 4 FEET OF COPPER-COATED
 NW0676'ROD CEMENTED IN BEDROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0385 ***********************************************************************
 NX0385  DESIGNATION -  28 STR
 NX0385  PID         -  NX0385
 NX0385  STATE/COUNTY-  OR/HARNEY
 NX0385  USGS QUAD   -  MICKEY SPRINGS (1981)
 NX0385
 NX0385                         *CURRENT SURVEY CONTROL
 NX0385  ___________________________________________________________________
 NX0385* NAD 83(1986)-  42 40 47.     (N)    118 21 09.     (W)     SCALED    
 NX0385* NAVD 88     -      1247.101  (meters)    4091.53   (feet)  ADJUSTED  
 NX0385  ___________________________________________________________________
 NX0385  GEOID HEIGHT-         -18.91  (meters)                     GEOID03
 NX0385  DYNAMIC HT  -        1246.380 (meters)    4089.17  (feet)  COMP
 NX0385  MODELED GRAV-     980,000.2   (mgal)                       NAVD 88
 NX0385
 NX0385  VERT ORDER  -  SECOND    CLASS 0
 NX0385
 NX0385.The horizontal coordinates were scaled from a topographic map and have
 NX0385.an estimated accuracy of +/- 6 seconds.
 NX0385
 NX0385.The orthometric height was determined by differential leveling
 NX0385.and adjusted in August 1995.
 NX0385
 NX0385.The geoid height was determined by GEOID03.
 NX0385
 NX0385.The dynamic height is computed by dividing the NAVD 88
 NX0385.geopotential number by the normal gravity value computed on the
 NX0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0385.degrees latitude (g = 980.6199 gals.).
 NX0385
 NX0385.The modeled gravity was interpolated from observed gravity values.
 NX0385
 NX0385;                    North         East    Units  Estimated Accuracy
 NX0385;SPC OR S     -   114,790.    1,675,990.      MT  (+/- 180 meters Scaled)
 NX0385
 NX0385                          SUPERSEDED SURVEY CONTROL
 NX0385
 NX0385.No superseded survey control is available for this station.
 NX0385
 NX0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH891261(NAD 83)
 NX0385_MARKER: DB = BENCH MARK DISK
 NX0385_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NX0385+WITH SETTING: INFORMATION.
 NX0385_SP_SET: SHALLOW-SET METAL ROD
 NX0385_STAMPING: 28 STR 1975 4088
 NX0385_MARK LOGO: USGS  
 NX0385_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NX0385
 NX0385  HISTORY     - Date     Condition        Report By
 NX0385  HISTORY     - 1975     MONUMENTED       USGS
 NX0385
 NX0385                          STATION DESCRIPTION
 NX0385
 NX0385'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 NX0385'17.2 KM (10.70 MI) NE FROM ALVORD RANCH.
 NX0385'ALVORD RANCH, 4.7 MI N OF, ALONG MAIN RD TO CATTLEGUARD, THENCE 0.1
 NX0385'MI S, THENCE 5.9 MI NE ALONG TRACK RD TO TOP OF SMALL RIDGE.  0.3 MI
 NX0385'NW OF MICKEY HOT SPRINGS.  22 FT NW OF CENTERLINE OF RD, SET ON
 NX0385'COPPER-COATED ROD OF UNRECORDED DEPTH, PROJECTING 0.3 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0836 ***********************************************************************
 PB0836  DESIGNATION -  28 TAM
 PB0836  PID         -  PB0836
 PB0836  STATE/COUNTY-  OR/LAKE
 PB0836  USGS QUAD   -  CHRISTMAS LAKE (1982)
 PB0836
 PB0836                         *CURRENT SURVEY CONTROL
 PB0836  ___________________________________________________________________
 PB0836* NAD 83(1986)-  43 22 13.     (N)    120 35 45.     (W)     SCALED    
 PB0836* NAVD 88     -      1340.094  (meters)    4396.63   (feet)  ADJUSTED  
 PB0836  ___________________________________________________________________
 PB0836  GEOID HEIGHT-         -20.42  (meters)                     GEOID03
 PB0836  DYNAMIC HT  -        1339.398 (meters)    4394.34  (feet)  COMP
 PB0836  MODELED GRAV-     980,053.6   (mgal)                       NAVD 88
 PB0836
 PB0836  VERT ORDER  -  THIRD
 PB0836
 PB0836.The horizontal coordinates were scaled from a topographic map and have
 PB0836.an estimated accuracy of +/- 6 seconds.
 PB0836
 PB0836.The orthometric height was determined by differential leveling
 PB0836.and adjusted in August 1995.
 PB0836
 PB0836.The geoid height was determined by GEOID03.
 PB0836
 PB0836.The dynamic height is computed by dividing the NAVD 88
 PB0836.geopotential number by the normal gravity value computed on the
 PB0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0836.degrees latitude (g = 980.6199 gals.).
 PB0836
 PB0836.The modeled gravity was interpolated from observed gravity values.
 PB0836
 PB0836;                    North         East    Units  Estimated Accuracy
 PB0836;SPC OR S     -   189,250.    1,492,230.      MT  (+/- 180 meters Scaled)
 PB0836
 PB0836                          SUPERSEDED SURVEY CONTROL
 PB0836
 PB0836.No superseded survey control is available for this station.
 PB0836
 PB0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP947047(NAD 83)
 PB0836_MARKER: DB = BENCH MARK DISK
 PB0836_SETTING: 66 = SET IN ROCK OUTCROP
 PB0836_SP_SET: ROD CEMENTED IN BEDROCK
 PB0836_STAMPING: 28 TAM 1977 4393
 PB0836_MARK LOGO: USGS  
 PB0836_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PB0836+STABILITY: POSITION/ELEVATION WELL
 PB0836
 PB0836  HISTORY     - Date     Condition        Report By
 PB0836  HISTORY     - 1977     MONUMENTED       USGS
 PB0836
 PB0836                          STATION DESCRIPTION
 PB0836
 PB0836'DESCRIBED BY US GEOLOGICAL SURVEY 1977
 PB0836'20.9 KM (13.00 MI) NNE FROM CHRISTMAS VALLEY.
 PB0836'CHRISTMAS VALLEY PO, 2 MI E OF, THENCE 11.0 MI N ALONG MILLICAN RD.
 PB0836'AT SW CORNER OF SECTION 29 T25S R18E, 400 FT N OF CREST OF HILL, AT
 PB0836'DIM T-RD E, 62 FT E OF MAIN RD, 20 N OF DIM RD, 2 FT S OF ROCK CAIRN,
 PB0836'SET ON COPPER COATED ROD CEMENTED IN BEDROCK, ENCASED IN GREEN
 PB0836'PLASTIC PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0577 ***********************************************************************
 RA0577  DESIGNATION -  28.24 RPPI
 RA0577  PID         -  RA0577
 RA0577  STATE/COUNTY-  OR/WALLOWA
 RA0577  USGS QUAD   -  HICKS SPRING (1990)
 RA0577
 RA0577                         *CURRENT SURVEY CONTROL
 RA0577  ___________________________________________________________________
 RA0577* NAD 83(1986)-  45 36 34.     (N)    117 15 45.     (W)     SCALED    
 RA0577* NAVD 88     -      1321.048  (meters)    4334.14   (feet)  POSTED    
 RA0577  ___________________________________________________________________
 RA0577  GEOID HEIGHT-         -16.44  (meters)                     GEOID03
 RA0577  DYNAMIC HT  -        1320.670 (meters)    4332.90  (feet)  COMP
 RA0577  MODELED GRAV-     980,281.3   (mgal)                       NAVD 88
 RA0577
 RA0577  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 RA0577
 RA0577.The horizontal coordinates were scaled from a topographic map and have
 RA0577.an estimated accuracy of +/- 6 seconds.
 RA0577
 RA0577.The orthometric height was determined by differential leveling
 RA0577.and adjusted by the  in 1992.
 RA0577.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 RA0577.rate of 4.1 thru 8.0 mm/km.
 RA0577
 RA0577.The geoid height was determined by GEOID03.
 RA0577
 RA0577.The dynamic height is computed by dividing the NAVD 88
 RA0577.geopotential number by the normal gravity value computed on the
 RA0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0577.degrees latitude (g = 980.6199 gals.).
 RA0577
 RA0577.The modeled gravity was interpolated from observed gravity values.
 RA0577
 RA0577;                    North         East    Units  Estimated Accuracy
 RA0577;SPC OR N     -   220,950.    2,752,460.      MT  (+/- 180 meters Scaled)
 RA0577
 RA0577                          SUPERSEDED SURVEY CONTROL
 RA0577
 RA0577  NGVD 29 (??/??/92) 1319.827  (m)         4330.13   (f) ADJ UNCH    2 0
 RA0577
 RA0577.Superseded values are not recommended for survey control.
 RA0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0577.See file dsdata.txt to determine how the superseded data were derived.
 RA0577
 RA0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML795506(NAD 83)
 RA0577_MARKER: DD = SURVEY DISK
 RA0577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RA0577_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RA0577_STAMPING: R.P.P.I. 28.24
 RA0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0577+STABILITY: SURFACE MOTION
 RA0577
 RA0577  HISTORY     - Date     Condition        Report By
 RA0577  HISTORY     - UNK      MONUMENTED       ORDT
 RA0577  HISTORY     - 1946     GOOD             NGS
 RA0577
 RA0577                          STATION DESCRIPTION
 RA0577
 RA0577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RA0577'14 MI N FROM ENTERPRISE.
 RA0577'ALONG STATE HIGHWAY 3 FROM THE COURTHOUSE AT ENTERPRISE.  ABOUT 250
 RA0577'YARDS SOUTH OF THE WALLOWA NATIONAL FOREST SIGN ON THE EAST SIDE OF
 RA0577'THE HIGHWAY.  ABOUT 40 YARDS EAST OF THE SOUTH END OF A LINE OF TREES
 RA0577'EXTENDING INTO FIELD.  46.9 FEET NORTH OF A TELEPHONE POLE AND UNDER
 RA0577'THE LINE.  34.9 FEET WEST OF THE CENTER LINE OF THE HIGHWAY.  6.4 FEET
 RA0577'WEST OF A RIGHT-OF-WAY FENCE.  2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 RA0577'PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.  SET IN A CONCRETE
 RA0577'POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0270 ***********************************************************************
 QD0270  DESIGNATION -  2809
 QD0270  PID         -  QD0270
 QD0270  STATE/COUNTY-  OR/CROOK
 QD0270  USGS QUAD   -  HUSTON LAKE (1962)
 QD0270
 QD0270                         *CURRENT SURVEY CONTROL
 QD0270  ___________________________________________________________________
 QD0270* NAD 83(1986)-  44 20 20.     (N)    120 58 13.     (W)     SCALED    
 QD0270* NAVD 88     -       857.132  (meters)    2812.11   (feet)  ADJUSTED  
 QD0270  ___________________________________________________________________
 QD0270  GEOID HEIGHT-         -20.79  (meters)                     GEOID03
 QD0270  DYNAMIC HT  -         856.851 (meters)    2811.19  (feet)  COMP
 QD0270  MODELED GRAV-     980,262.6   (mgal)                       NAVD 88
 QD0270
 QD0270  VERT ORDER  -  FIRST     CLASS II
 QD0270
 QD0270.The horizontal coordinates were scaled from a topographic map and have
 QD0270.an estimated accuracy of +/- 6 seconds.
 QD0270
 QD0270.The orthometric height was determined by differential leveling
 QD0270.and adjusted in June 1991.
 QD0270
 QD0270.The geoid height was determined by GEOID03.
 QD0270
 QD0270.The dynamic height is computed by dividing the NAVD 88
 QD0270.geopotential number by the normal gravity value computed on the
 QD0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0270.degrees latitude (g = 980.6199 gals.).
 QD0270
 QD0270.The modeled gravity was interpolated from observed gravity values.
 QD0270
 QD0270;                    North         East    Units  Estimated Accuracy
 QD0270;SPC OR S     -   296,970.    1,462,490.      MT  (+/- 180 meters Scaled)
 QD0270
 QD0270                          SUPERSEDED SURVEY CONTROL
 QD0270
 QD0270  NGVD 29 (??/??/92)  856.012  (m)         2808.43   (f) ADJ UNCH    1 2
 QD0270
 QD0270.Superseded values are not recommended for survey control.
 QD0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0270.See file dsdata.txt to determine how the superseded data were derived.
 QD0270
 QD0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ618115(NAD 83)
 QD0270_MARKER: DD = SURVEY DISK
 QD0270_SETTING: 66 = SET IN ROCK OUTCROP
 QD0270_SP_SET: ROCK OUTCROP
 QD0270_STAMPING: 2809 ORE
 QD0270_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QD0270+STABILITY: POSITION/ELEVATION WELL
 QD0270
 QD0270  HISTORY     - Date     Condition        Report By
 QD0270  HISTORY     - UNK      MONUMENTED       USGS
 QD0270  HISTORY     - 1941     GOOD             NGS
 QD0270  HISTORY     - 19880714 MARK NOT FOUND   NGS
 QD0270
 QD0270                          STATION DESCRIPTION
 QD0270
 QD0270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QD0270'7.75 MI W FROM PRINEVILLE.
 QD0270'7.75 MI WEST OF PRINEVILLE.  (ALONG ONEIL ROAD) LOCATED ABOUT 12 FEET
 QD0270'SOUTH OF CENTERLINE OF ROAD, 27 FEET EAST OF POWER LINE POLE NO. 132 A
 QD0270'1355, 54 FEET SOUTHEAST OF TELEPHONE POLE NO 11 14 E 32, ABOUT 300
 QD0270'FEET SOUTH OF ROAD SIGN, NARROW ROAD, 2 1/2 FEET ABOVE ROAD.
 QD0270
 QD0270                          STATION RECOVERY (1988)
 QD0270
 QD0270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QD0270'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0982 ***********************************************************************
 QD0982  DESIGNATION -  2810
 QD0982  PID         -  QD0982
 QD0982  STATE/COUNTY-  OR/LANE
 QD0982  USGS QUAD   -  LINTON LAKE (1988)
 QD0982
 QD0982                         *CURRENT SURVEY CONTROL
 QD0982  ___________________________________________________________________
 QD0982* NAD 83(1986)-  44 10 04.     (N)    121 56 37.     (W)     SCALED    
 QD0982* NAVD 88     -       857.606  (meters)    2813.66   (feet)  POSTED    
 QD0982  ___________________________________________________________________
 QD0982  GEOID HEIGHT-         -21.23  (meters)                     GEOID03
 QD0982  DYNAMIC HT  -         857.310 (meters)    2812.69  (feet)  COMP
 QD0982  MODELED GRAV-     980,246.1   (mgal)                       NAVD 88
 QD0982
 QD0982  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 QD0982
 QD0982.The horizontal coordinates were scaled from a topographic map and have
 QD0982.an estimated accuracy of +/- 6 seconds.
 QD0982
 QD0982.The orthometric height was determined by differential leveling
 QD0982.and adjusted by the  in 1992.
 QD0982.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 QD0982.rate of 1.1 thru 2.0 mm/km.
 QD0982
 QD0982.The geoid height was determined by GEOID03.
 QD0982
 QD0982.The dynamic height is computed by dividing the NAVD 88
 QD0982.geopotential number by the normal gravity value computed on the
 QD0982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0982.degrees latitude (g = 980.6199 gals.).
 QD0982
 QD0982.The modeled gravity was interpolated from observed gravity values.
 QD0982
 QD0982;                    North         East    Units  Estimated Accuracy
 QD0982;SPC OR S     -   278,840.    1,384,540.      MT  (+/- 180 meters Scaled)
 QD0982
 QD0982                          SUPERSEDED SURVEY CONTROL
 QD0982
 QD0982  NGVD 29 (??/??/92)  856.423  (m)         2809.78   (f) ADJ UNCH    1 2
 QD0982
 QD0982.Superseded values are not recommended for survey control.
 QD0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0982.See file dsdata.txt to determine how the superseded data were derived.
 QD0982
 QD0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP844910(NAD 83)
 QD0982_MARKER: Q = CHISELED SQUARE
 QD0982_SETTING: 80 = SET IN A BOULDER
 QD0982_SP_SET: BOULDER
 QD0982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0982+STABILITY: SURFACE MOTION
 QD0982
 QD0982  HISTORY     - Date     Condition        Report By
 QD0982  HISTORY     - UNK      MONUMENTED       USGS
 QD0982  HISTORY     - 1943     GOOD             NGS
 QD0982
 QD0982                          STATION DESCRIPTION
 QD0982
 QD0982'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QD0982'12.15 MI E FROM MCKENZIE BRIDGE.
 QD0982'ABOUT 12.15 MILES EAST ALONG U.S. HIGHWAY 28 FROM THE POST OFFICE AT
 QD0982'MCKENZIE BRIDGE, LANE COUNTY, ON THE TOP OF A ROUND BOULDER, 12.0 FEET
 QD0982'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 1.5 FEET WEST OF A WHITE
 QD0982'REFERENCE POST, A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0783 ***********************************************************************
 QB0783  DESIGNATION -  2813
 QB0783  PID         -  QB0783
 QB0783  STATE/COUNTY-  OR/MALHEUR
 QB0783  USGS QUAD   -  BECKER CREEK (1990)
 QB0783
 QB0783                         *CURRENT SURVEY CONTROL
 QB0783  ___________________________________________________________________
 QB0783* NAD 83(1986)-  44 15 36.     (N)    117 33 55.     (W)     SCALED    
 QB0783* NAVD 88     -       858.34   (+/-2cm)    2816.1    (feet)  VERTCON   
 QB0783  ___________________________________________________________________
 QB0783  GEOID HEIGHT-         -17.50  (meters)                     GEOID03
 QB0783  VERT ORDER  -  ? (See Below)
 QB0783
 QB0783.The horizontal coordinates were scaled from a topographic map and have
 QB0783.an estimated accuracy of +/- 6 seconds.
 QB0783
 QB0783.The NAVD 88 height was computed by applying the VERTCON shift value to
 QB0783.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QB0783.The vertical order pertains to the NGVD 29 superseded value.
 QB0783
 QB0783.The geoid height was determined by GEOID03.
 QB0783
 QB0783;                    North         East    Units  Estimated Accuracy
 QB0783;SPC OR S     -   292,200.    1,734,320.      MT  (+/- 180 meters Scaled)
 QB0783
 QB0783                          SUPERSEDED SURVEY CONTROL
 QB0783
 QB0783  NGVD 29 (??/??/92)  857.241  (m)         2812.46   (f) ADJ UNCH    ?  
 QB0783
 QB0783.Superseded values are not recommended for survey control.
 QB0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0783.See file dsdata.txt to determine how the superseded data were derived.
 QB0783
 QB0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK548009(NAD 83)
 QB0783_MARKER: B = BOLT
 QB0783_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QB0783_SP_SET: BRIDGE
 QB0783_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QB0783
 QB0783  HISTORY     - Date     Condition        Report By
 QB0783  HISTORY     - UNK      MONUMENTED       ORDT
 QB0783  HISTORY     - 1930     GOOD             NGS
 QB0783  HISTORY     - 1935     MARK NOT FOUND   NGS
 QB0783
 QB0783                          STATION DESCRIPTION
 QB0783
 QB0783'DESCRIBED BY NATIONAL GEODETIC SURVEY 1930
 QB0783'2.7 MI W FROM BROGAN.
 QB0783'ABOUT 2.7 MILES WEST ALONG THE JOHN DAY HIGHWAY (U. S. 28) FROM
 QB0783'BROGAN, MALHEUR COUNTY, AT THE FOOT OF A LONG HILL, AND AT THE
 QB0783'NORTHWEST CORNER OF A BRIDGE.  A BOLT HEAD.
 QB0783
 QB0783                          STATION RECOVERY (1935)
 QB0783
 QB0783'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 QB0783'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0443 ***********************************************************************
 RC0443  DESIGNATION -  2819 H
 RC0443  PID         -  RC0443
 RC0443  STATE/COUNTY-  OR/SHERMAN
 RC0443  USGS QUAD   -  MACKEN CANYON (1970)
 RC0443
 RC0443                         *CURRENT SURVEY CONTROL
 RC0443  ___________________________________________________________________
 RC0443* NAD 83(1986)-  45 05 47.     (N)    120 40 20.     (W)     SCALED    
 RC0443* NAVD 88     -       860.467  (meters)    2823.05   (feet)  ADJUSTED  
 RC0443  ___________________________________________________________________
 RC0443  GEOID HEIGHT-         -20.69  (meters)                     GEOID03
 RC0443  DYNAMIC HT  -         860.287 (meters)    2822.46  (feet)  COMP
 RC0443  MODELED GRAV-     980,377.5   (mgal)                       NAVD 88
 RC0443
 RC0443  VERT ORDER  -  FIRST     CLASS II
 RC0443
 RC0443.The horizontal coordinates were scaled from a topographic map and have
 RC0443.an estimated accuracy of +/- 6 seconds.
 RC0443
 RC0443.The orthometric height was determined by differential leveling
 RC0443.and adjusted in June 1991.
 RC0443
 RC0443.The geoid height was determined by GEOID03.
 RC0443
 RC0443.The dynamic height is computed by dividing the NAVD 88
 RC0443.geopotential number by the normal gravity value computed on the
 RC0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0443.degrees latitude (g = 980.6199 gals.).
 RC0443
 RC0443.The modeled gravity was interpolated from observed gravity values.
 RC0443
 RC0443;                    North         East    Units  Estimated Accuracy
 RC0443;SPC OR N     -   158,890.    2,486,450.      MT  (+/- 180 meters Scaled)
 RC0443
 RC0443                          SUPERSEDED SURVEY CONTROL
 RC0443
 RC0443  NGVD 29 (??/??/92)  859.392  (m)         2819.52   (f) ADJ UNCH    1 2
 RC0443
 RC0443.Superseded values are not recommended for survey control.
 RC0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0443.See file dsdata.txt to determine how the superseded data were derived.
 RC0443
 RC0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ831962(NAD 83)
 RC0443_MARKER: P = PIPE CAP
 RC0443_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RC0443_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RC0443_STAMPING: 2818.750 H 1094
 RC0443_MARK LOGO: USGS  
 RC0443_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC0443
 RC0443  HISTORY     - Date     Condition        Report By
 RC0443  HISTORY     - 1904     MONUMENTED       USGS
 RC0443  HISTORY     - 1961     GOOD             NGS
 RC0443  HISTORY     - 1987     GOOD             NGS
 RC0443
 RC0443                          STATION DESCRIPTION
 RC0443
 RC0443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RC0443'6.6 MI S FROM KENT.
 RC0443'REACHED FROM THE CHEVRON SERVICE STATION AT KENT GO SOUTH ON U. S.
 RC0443'HIGHWAY 97 FOR 6.5 MILES TO THE FIRST CANYON ON THE LEFT AFTER GOING
 RC0443'DOWN A STEEP GRADE.  TAKE THE TRACK ROAD UP-GRADE THAT IS ON THE SOUTH
 RC0443'SIDE OF THE SMALL CANYON, GO UP-GRADE ABOUT 0.1 MILE TO THE SOUTH END
 RC0443'OF A LARGE RAILROAD TRESTLE THAT HAS BEEN REMOVED.  THE BENCH MARK IS
 RC0443'ABOUT 20 FEET EAST OF THE CENTER OF THE OLD RAILROAD GRADE, NEAR THE
 RC0443'SOUTH EDGE OF THE CANYON.  A STANDARD CAP RIVETED TO THE TOP OF A
 RC0443'3-1/2-INCH IRON PIPE ENCASED IN CEMENT, AND PROJECTING ABOUT 1 FOOT.
 RC0443
 RC0443                          STATION RECOVERY (1987)
 RC0443
 RC0443'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RC0443'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.27 KM
 RC0443'(0.15 MI) WEST ALONG A ROAD FROM THE POST OFFICE IN KENT, THENCE 11.8
 RC0443'KM (7.35 MI) SOUTH ALONG US HIGHWAY 97, THENCE 0.25 KM (0.15 MI) EAST
 RC0443'AND ACROSS COUNTRY TO AN OLD RAILROAD BED, 6.7 M (22.0 FT) EAST OF
 RC0443'THE CENTER OF THE BED.  NOTE--THE YEAR WAS INCORRECTLY STAMPED 1094.
 RC0443'THE MARK IS 0.30 METERS  N FROM  A WITNESS POST
 RC0443'THE MARK IS 0.4 M ABOVE THE RAILROAD BED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0963 ***********************************************************************
 QD0963  DESIGNATION -  2838=U 262
 QD0963  PID         -  QD0963
 QD0963  STATE/COUNTY-  OR/DESCHUTES
 QD0963  USGS QUAD   -  CLINE FALLS (1962)
 QD0963
 QD0963                         *CURRENT SURVEY CONTROL
 QD0963  ___________________________________________________________________
 QD0963* NAD 83(1986)-  44 16 27.     (N)    121 15 32.     (W)     SCALED    
 QD0963* NAVD 88     -       866.110  (meters)    2841.56   (feet)  ADJUSTED  
 QD0963  ___________________________________________________________________
 QD0963  GEOID HEIGHT-         -21.26  (meters)                     GEOID03
 QD0963  DYNAMIC HT  -         865.819 (meters)    2840.61  (feet)  COMP
 QD0963  MODELED GRAV-     980,253.9   (mgal)                       NAVD 88
 QD0963
 QD0963  VERT ORDER  -  FIRST     CLASS II
 QD0963
 QD0963.The horizontal coordinates were scaled from a topographic map and have
 QD0963.an estimated accuracy of +/- 6 seconds.
 QD0963
 QD0963.The orthometric height was determined by differential leveling
 QD0963.and adjusted in June 1991.
 QD0963
 QD0963.The geoid height was determined by GEOID03.
 QD0963
 QD0963.The dynamic height is computed by dividing the NAVD 88
 QD0963.geopotential number by the normal gravity value computed on the
 QD0963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0963.degrees latitude (g = 980.6199 gals.).
 QD0963
 QD0963.The modeled gravity was interpolated from observed gravity values.
 QD0963
 QD0963;                    North         East    Units  Estimated Accuracy
 QD0963;SPC OR S     -   289,940.    1,439,410.      MT  (+/- 180 meters Scaled)
 QD0963
 QD0963                          SUPERSEDED SURVEY CONTROL
 QD0963
 QD0963  NGVD 29 (??/??/92)  865.008  (m)         2837.95   (f) ADJ UNCH    1 2
 QD0963
 QD0963.Superseded values are not recommended for survey control.
 QD0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0963.See file dsdata.txt to determine how the superseded data were derived.
 QD0963
 QD0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ389037(NAD 83)
 QD0963_MARKER: DB = BENCH MARK DISK
 QD0963_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QD0963_SP_SET: ABUTMENT
 QD0963_STAMPING: U 262 1925 2838 9.49
 QD0963_MARK LOGO: ORHD  
 QD0963_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QD0963
 QD0963  HISTORY     - Date     Condition        Report By
 QD0963  HISTORY     - 1925     MONUMENTED       CGS
 QD0963  HISTORY     - 1943     GOOD             NGS
 QD0963  HISTORY     - 1987     POOR             NGS
 QD0963
 QD0963                          STATION DESCRIPTION
 QD0963
 QD0963'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QD0963'IN CLINE FALLS.
 QD0963'MARK IS LOCATED 11.0 FEET NORTH OF CENTER-LINE OF BRIDGE, 10.0 INCHES
 QD0963'SOUTH OF THE NORTH END OF THE ABUTMENT AND 10.0 INCHES BELOW THE LEVEL
 QD0963'OF THE HIGHWAY.
 QD0963
 QD0963                          STATION RECOVERY (1987)
 QD0963
 QD0963'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QD0963'RECOVERED IN VERY POOR CONDITION, THE MARK HAS BEEN BATTERED SO BADLY
 QD0963'THAT IT IS NOT TO BE USED. NOT LEVELED TO.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0219 ***********************************************************************
 RB0219  DESIGNATION -  2851
 RB0219  PID         -  RB0219
 RB0219  STATE/COUNTY-  OR/UNION
 RB0219  USGS QUAD   -  LA GRANDE (1994)
 RB0219
 RB0219                         *CURRENT SURVEY CONTROL
 RB0219  ___________________________________________________________________
 RB0219* NAD 83(1986)-  45 20 30.     (N)    118 07 03.     (W)     SCALED    
 RB0219* NAVD 88     -       869.827  (meters)    2853.76   (feet)  ADJUSTED  
 RB0219  ___________________________________________________________________
 RB0219  GEOID HEIGHT-         -17.79  (meters)                     GEOID03
 RB0219  DYNAMIC HT  -         869.634 (meters)    2853.12  (feet)  COMP
 RB0219  MODELED GRAV-     980,364.9   (mgal)                       NAVD 88
 RB0219
 RB0219  VERT ORDER  -  FIRST     CLASS II
 RB0219
 RB0219.The horizontal coordinates were scaled from a topographic map and have
 RB0219.an estimated accuracy of +/- 6 seconds.
 RB0219
 RB0219.The orthometric height was determined by differential leveling
 RB0219.and adjusted in June 1991.
 RB0219
 RB0219.The geoid height was determined by GEOID03.
 RB0219
 RB0219.The dynamic height is computed by dividing the NAVD 88
 RB0219.geopotential number by the normal gravity value computed on the
 RB0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0219.degrees latitude (g = 980.6199 gals.).
 RB0219
 RB0219.The modeled gravity was interpolated from observed gravity values.
 RB0219
 RB0219;                    North         East    Units  Estimated Accuracy
 RB0219;SPC OR N     -   188,880.    2,686,690.      MT  (+/- 180 meters Scaled)
 RB0219
 RB0219                          SUPERSEDED SURVEY CONTROL
 RB0219
 RB0219  NGVD 29 (??/??/92)  868.755  (m)         2850.24   (f) ADJ UNCH    1 2
 RB0219
 RB0219.Superseded values are not recommended for survey control.
 RB0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0219.See file dsdata.txt to determine how the superseded data were derived.
 RB0219
 RB0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML124215(NAD 83)
 RB0219_MARKER: DD = SURVEY DISK
 RB0219_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RB0219_SP_SET: ABUTMENT
 RB0219_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RB0219
 RB0219  HISTORY     - Date     Condition        Report By
 RB0219  HISTORY     - UNK      MONUMENTED       ORDT
 RB0219  HISTORY     - 1951     GOOD             NGS
 RB0219
 RB0219                          STATION DESCRIPTION
 RB0219
 RB0219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 RB0219'1.55 MI NW FROM LAGRANDE.
 RB0219'1.55 MILES NORTHWEST ALONG THE U.S. HIGHWAY 30 FROM THE POST OFFICE AT
 RB0219'LAGRANDE, AT THE WEST END OF THE BRIDGE OVER THE GRANDE RONDE RIVER
 RB0219'AND THE UNION PACIFIC RAILROAD, AND SET IN THE TOP OF THE SOUTHWEST
 RB0219'END OF THE SOUTHWEST CONCRETE ABUTMENT, 11.2 FEET SOUTH OF THE CENTER
 RB0219'LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0472 ***********************************************************************
 QD0472  DESIGNATION -  2854
 QD0472  PID         -  QD0472
 QD0472  STATE/COUNTY-  OR/WASCO
 QD0472  USGS QUAD   -  HASTINGS PEAK (1987)
 QD0472
 QD0472                         *CURRENT SURVEY CONTROL
 QD0472  ___________________________________________________________________
 QD0472* NAD 83(1986)-  44 54 34.     (N)    120 33 50.     (W)     SCALED    
 QD0472* NAVD 88     -       871.110  (meters)    2857.97   (feet)  ADJUSTED  
 QD0472  ___________________________________________________________________
 QD0472  GEOID HEIGHT-         -20.43  (meters)                     GEOID03
 QD0472  DYNAMIC HT  -         870.903 (meters)    2857.29  (feet)  COMP
 QD0472  MODELED GRAV-     980,349.5   (mgal)                       NAVD 88
 QD0472
 QD0472  VERT ORDER  -  FIRST     CLASS II
 QD0472
 QD0472.The horizontal coordinates were scaled from a topographic map and have
 QD0472.an estimated accuracy of +/- 6 seconds.
 QD0472
 QD0472.The orthometric height was determined by differential leveling
 QD0472.and adjusted in June 1991.
 QD0472
 QD0472.The geoid height was determined by GEOID03.
 QD0472
 QD0472.The dynamic height is computed by dividing the NAVD 88
 QD0472.geopotential number by the normal gravity value computed on the
 QD0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0472.degrees latitude (g = 980.6199 gals.).
 QD0472
 QD0472.The modeled gravity was interpolated from observed gravity values.
 QD0472
 QD0472;                    North         East    Units  Estimated Accuracy
 QD0472;SPC OR N     -   138,100.    2,494,960.      MT  (+/- 180 meters Scaled)
 QD0472
 QD0472                          SUPERSEDED SURVEY CONTROL
 QD0472
 QD0472  NGVD 29 (??/??/92)  869.979  (m)         2854.26   (f) ADJ UNCH    1 2
 QD0472
 QD0472.Superseded values are not recommended for survey control.
 QD0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0472.See file dsdata.txt to determine how the superseded data were derived.
 QD0472
 QD0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ923757(NAD 83)
 QD0472_MARKER: P = PIPE CAP
 QD0472_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QD0472_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QD0472_STAMPING: 2854 1914 ORE
 QD0472_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0472
 QD0472  HISTORY     - Date     Condition        Report By
 QD0472  HISTORY     - 1914     MONUMENTED       USGS
 QD0472  HISTORY     - 1943     GOOD             NGS
 QD0472
 QD0472                          STATION DESCRIPTION
 QD0472
 QD0472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QD0472'5.2 MI W FROM CLARNO.
 QD0472'THIS MARK IS ABOUT 5.2 MILES WEST ALONG THE ANTELOPE-FOSSIL ROAD FROM
 QD0472'CLARNO, 20.0 FEET NORTH OF THE CENTER LINE OF A ROAD LEADING WEST TO
 QD0472'MCGREER RANCH, 14.5 FEET NORTHEAST OF THE CORNER OF A FIELD, 2.0 FEET
 QD0472'SOUTHEAST OF A NORTHEAST-SOUTHWEST FENCE, 28.5 FEET NORTHWEST OF THE
 QD0472'CENTER LINE OF THE ROAD, PROJECTING ABOUT 1-FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0270 ***********************************************************************
 NZ0270  DESIGNATION -  2854.8
 NZ0270  PID         -  NZ0270
 NZ0270  STATE/COUNTY-  OR/DOUGLAS
 NZ0270  USGS QUAD   -  RAGSDALE BUTTE (1989)
 NZ0270
 NZ0270                         *CURRENT SURVEY CONTROL
 NZ0270  ___________________________________________________________________
 NZ0270* NAD 83(1986)-  42 47 47.     (N)    122 52 08.     (W)     SCALED    
 NZ0270* NAVD 88     -       871.185  (meters)    2858.21   (feet)  ADJUSTED  
 NZ0270  ___________________________________________________________________
 NZ0270  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 NZ0270  DYNAMIC HT  -         870.849 (meters)    2857.11  (feet)  COMP
 NZ0270  MODELED GRAV-     980,205.2   (mgal)                       NAVD 88
 NZ0270
 NZ0270  VERT ORDER  -  SECOND    CLASS 0
 NZ0270
 NZ0270.The horizontal coordinates were scaled from a topographic map and have
 NZ0270.an estimated accuracy of +/- 6 seconds.
 NZ0270
 NZ0270.The orthometric height was determined by differential leveling
 NZ0270.and adjusted in June 1991.
 NZ0270
 NZ0270.The geoid height was determined by GEOID03.
 NZ0270
 NZ0270.The dynamic height is computed by dividing the NAVD 88
 NZ0270.geopotential number by the normal gravity value computed on the
 NZ0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0270.degrees latitude (g = 980.6199 gals.).
 NZ0270
 NZ0270.The modeled gravity was interpolated from observed gravity values.
 NZ0270
 NZ0270;                    North         East    Units  Estimated Accuracy
 NZ0270;SPC OR S     -   128,230.    1,306,240.      MT  (+/- 180 meters Scaled)
 NZ0270
 NZ0270                          SUPERSEDED SURVEY CONTROL
 NZ0270
 NZ0270  NGVD 29 (??/??/92)  870.121  (m)         2854.72   (f) ADJ UNCH    2 0
 NZ0270
 NZ0270.Superseded values are not recommended for survey control.
 NZ0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0270.See file dsdata.txt to determine how the superseded data were derived.
 NZ0270
 NZ0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN107382(NAD 83)
 NZ0270_MARKER: N = NAIL
 NZ0270_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NZ0270_SP_SET: FIR TREE
 NZ0270_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0270
 NZ0270  HISTORY     - Date     Condition        Report By
 NZ0270  HISTORY     - UNK      MONUMENTED       USGS
 NZ0270  HISTORY     - 1949     GOOD             NGS
 NZ0270  HISTORY     - 1960     MARK NOT FOUND   NGS
 NZ0270
 NZ0270                          STATION DESCRIPTION
 NZ0270
 NZ0270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 NZ0270'1.9 MI N FROM DIVIDE G S.
 NZ0270'1.9 MILES NORTH ALONG STATE HIGHWAY 227 FROM DIVIDE GUARD STATION, AT
 NZ0270'A SMALL DRAW, 24.3 FEET SOUTH OF THE SOUTHWEST END OF A 24-INCH
 NZ0270'CONCRETE PIPE CULVERT UNDER THE HIGHWAY, 23 1/2 FEET WEST OF THE
 NZ0270'CENTER LINE OF THE HIGHWAY, ABOUT 1 FOOT LOWER THAN THE HIGHWAY, AND
 NZ0270'DRIVEN IN THE EAST BASE OF A 50-INCH FIR TREE MARKED BY THE WHITE
 NZ0270'PAINTED LETTERS USBM 2854.8.
 NZ0270
 NZ0270                          STATION RECOVERY (1960)
 NZ0270
 NZ0270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 NZ0270'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1272 ***********************************************************************
 RC1272  DESIGNATION -  2855
 RC1272  PID         -  RC1272
 RC1272  STATE/COUNTY-  OR/CLACKAMAS
 RC1272  USGS QUAD   -  GOVERNMENT CAMP (1980)
 RC1272
 RC1272                         *CURRENT SURVEY CONTROL
 RC1272  ___________________________________________________________________
 RC1272* NAD 83(1986)-  45 18 51.     (N)    121 48 48.     (W)     SCALED    
 RC1272* NAVD 88     -       871.369  (meters)    2858.82   (feet)  ADJUSTED  
 RC1272  ___________________________________________________________________
 RC1272  GEOID HEIGHT-         -21.00  (meters)                     GEOID03
 RC1272  DYNAMIC HT  -         871.184 (meters)    2858.21  (feet)  COMP
 RC1272  MODELED GRAV-     980,374.8   (mgal)                       NAVD 88
 RC1272
 RC1272  VERT ORDER  -  SECOND    CLASS 0
 RC1272
 RC1272.The horizontal coordinates were scaled from a topographic map and have
 RC1272.an estimated accuracy of +/- 6 seconds.
 RC1272
 RC1272.The orthometric height was determined by differential leveling
 RC1272.and adjusted in June 1991.
 RC1272
 RC1272.The geoid height was determined by GEOID03.
 RC1272
 RC1272.The dynamic height is computed by dividing the NAVD 88
 RC1272.geopotential number by the normal gravity value computed on the
 RC1272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1272.degrees latitude (g = 980.6199 gals.).
 RC1272
 RC1272.The modeled gravity was interpolated from observed gravity values.
 RC1272
 RC1272;                    North         East    Units  Estimated Accuracy
 RC1272;SPC OR N     -   183,910.    2,397,030.      MT  (+/- 180 meters Scaled)
 RC1272
 RC1272                          SUPERSEDED SURVEY CONTROL
 RC1272
 RC1272  NGVD 29 (??/??/92)  870.262  (m)         2855.18   (f) ADJ UNCH    2 0
 RC1272
 RC1272.Superseded values are not recommended for survey control.
 RC1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1272.See file dsdata.txt to determine how the superseded data were derived.
 RC1272
 RC1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER930185(NAD 83)
 RC1272_MARKER: Q = CHISELED SQUARE
 RC1272_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RC1272_SP_SET: PARAPET
 RC1272_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC1272
 RC1272  HISTORY     - Date     Condition        Report By
 RC1272  HISTORY     - UNK      MONUMENTED       USGS
 RC1272  HISTORY     - 1947     GOOD             NGS
 RC1272  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 RC1272
 RC1272                          STATION DESCRIPTION
 RC1272
 RC1272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 RC1272'4.6 MI W FROM GOVERNMENT CAMP.
 RC1272'4.6 MILES WEST ALONG STATE HIGHWAY 50 FROM THE BATTLE AXE INN AT
 RC1272'GOVERNMENT CAMP, AT THE LOWER TWIN BRIDGE OVER ZIGZAG RIVER, ON THE
 RC1272'TOP OF THE NORTHWEST PARAPET, 9.6 FEET NORTHWEST OF THE CENTER LINE OF
 RC1272'THE HIGHWAY, AND 0.9 FOOT SOUTHWEST OF THE NORTHEAST END OF THE
 RC1272'PARAPET, A CHISELED SQUARE.
 RC1272
 RC1272                          STATION RECOVERY (1985)
 RC1272
 RC1272'RECOVERY NOTE BY US POWER SQUADRON 1985
 RC1272'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0278 ***********************************************************************
 QD0278  DESIGNATION -  2856 H
 QD0278  PID         -  QD0278
 QD0278  STATE/COUNTY-  OR/CROOK
 QD0278  USGS QUAD   -  HUSTON LAKE (1962)
 QD0278
 QD0278                         *CURRENT SURVEY CONTROL
 QD0278  ___________________________________________________________________
 QD0278* NAD 83(1986)-  44 19 50.     (N)    120 53 11.     (W)     SCALED    
 QD0278* NAVD 88     -       871.825  (meters)    2860.31   (feet)  ADJUSTED  
 QD0278  ___________________________________________________________________
 QD0278  GEOID HEIGHT-         -20.62  (meters)                     GEOID03
 QD0278  DYNAMIC HT  -         871.547 (meters)    2859.40  (feet)  COMP
 QD0278  MODELED GRAV-     980,270.1   (mgal)                       NAVD 88
 QD0278
 QD0278  VERT ORDER  -  FIRST     CLASS II
 QD0278
 QD0278.The horizontal coordinates were scaled from a topographic map and have
 QD0278.an estimated accuracy of +/- 6 seconds.
 QD0278
 QD0278.The orthometric height was determined by differential leveling
 QD0278.and adjusted in June 1991.
 QD0278
 QD0278.The geoid height was determined by GEOID03.
 QD0278
 QD0278.The dynamic height is computed by dividing the NAVD 88
 QD0278.geopotential number by the normal gravity value computed on the
 QD0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0278.degrees latitude (g = 980.6199 gals.).
 QD0278
 QD0278.The modeled gravity was interpolated from observed gravity values.
 QD0278
 QD0278;                    North         East    Units  Estimated Accuracy
 QD0278;SPC OR S     -   296,010.    1,469,180.      MT  (+/- 180 meters Scaled)
 QD0278
 QD0278                          SUPERSEDED SURVEY CONTROL
 QD0278
 QD0278  NGVD 29 (??/??/92)  870.71   (m)         2856.7    (f) COMPUTED    1 2
 QD0278
 QD0278.Superseded values are not recommended for survey control.
 QD0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0278.See file dsdata.txt to determine how the superseded data were derived.
 QD0278
 QD0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ685107(NAD 83)
 QD0278_MARKER: P = PIPE CAP
 QD0278_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QD0278_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QD0278_STAMPING: 2856.891 H 1904
 QD0278_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0278
 QD0278  HISTORY     - Date     Condition        Report By
 QD0278  HISTORY     - 1904     MONUMENTED       USGS
 QD0278  HISTORY     - 1935     GOOD             NGS
 QD0278
 QD0278                          STATION DESCRIPTION
 QD0278
 QD0278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 QD0278'3.0 MI NW FROM PRINEVILLE.
 QD0278'3.0 MILES NORTHWEST ALONG THE SHANIKO PRINEVILLE ROAD FROM THE
 QD0278'COURTHOUSE AT PRINEVILLE, CROOK COUNTY, ABOUT 1200 FEET SOUTH OF THE
 QD0278'JUNCTION OF THE MADRAS AND HAY CREEK ROADS, AT THE OLD DAVENPORT
 QD0278'PLACE, 221 FEET NORTH OF THE CENTERLINE OF A COUNTY ROAD, 48 FEET WEST
 QD0278'OF A POWER LINE, 28 FEET WEST OF AN IRRIGATION DITCH.  A UNITED STATES
 QD0278'GEOLOGICAL SURVEY STANDARD CAP STAMPED 2856.891 H 1904 AND RIVETED TO
 QD0278'A 3 1/2 INCH IRON PIPE SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0954 ***********************************************************************
 QD0954  DESIGNATION -  2863=S 262
 QD0954  PID         -  QD0954
 QD0954  STATE/COUNTY-  OR/DESCHUTES
 QD0954  USGS QUAD   -  HENKLE BUTTE (1981)
 QD0954
 QD0954                         *CURRENT SURVEY CONTROL
 QD0954  ___________________________________________________________________
 QD0954* NAD 83(1986)-  44 17 38.     (N)    121 24 13.     (W)     SCALED    
 QD0954* NAVD 88     -       873.597  (meters)    2866.13   (feet)  ADJUSTED  
 QD0954  ___________________________________________________________________
 QD0954  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 QD0954  DYNAMIC HT  -         873.304 (meters)    2865.16  (feet)  COMP
 QD0954  MODELED GRAV-     980,253.8   (mgal)                       NAVD 88
 QD0954
 QD0954  VERT ORDER  -  FIRST     CLASS II
 QD0954
 QD0954.The horizontal coordinates were scaled from a topographic map and have
 QD0954.an estimated accuracy of +/- 6 seconds.
 QD0954
 QD0954.The orthometric height was determined by differential leveling
 QD0954.and adjusted in June 1991.
 QD0954
 QD0954.The geoid height was determined by GEOID03.
 QD0954
 QD0954.The dynamic height is computed by dividing the NAVD 88
 QD0954.geopotential number by the normal gravity value computed on the
 QD0954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0954.degrees latitude (g = 980.6199 gals.).
 QD0954
 QD0954.The modeled gravity was interpolated from observed gravity values.
 QD0954
 QD0954;                    North         East    Units  Estimated Accuracy
 QD0954;SPC OR S     -   292,250.    1,427,880.      MT  (+/- 180 meters Scaled)
 QD0954
 QD0954                          SUPERSEDED SURVEY CONTROL
 QD0954
 QD0954  NGVD 29 (??/??/92)  872.493  (m)         2862.50   (f) ADJ UNCH    1 2
 QD0954
 QD0954.Superseded values are not recommended for survey control.
 QD0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0954.See file dsdata.txt to determine how the superseded data were derived.
 QD0954
 QD0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ273057(NAD 83)
 QD0954_MARKER: DB = BENCH MARK DISK
 QD0954_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QD0954_SP_SET: WINGWALL
 QD0954_STAMPING: 2863 S 262 1925
 QD0954_MARK LOGO: ORHD  
 QD0954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0954+STABILITY: SURFACE MOTION
 QD0954
 QD0954  HISTORY     - Date     Condition        Report By
 QD0954  HISTORY     - 1925     MONUMENTED       CGS
 QD0954  HISTORY     - 1987     GOOD             NGS
 QD0954
 QD0954                          STATION DESCRIPTION
 QD0954
 QD0954'DESCRIBED BY COAST AND GEODETIC SURVEY 1925
 QD0954'7.1 MI E FROM SISTERS.
 QD0954'7.1 MILES EAST OF SISTERS, 7.6 MILES WEST OF DESCHUTES RIVER BRIDGE ON
 QD0954'MCKENZIE HIGHWAY, NORTH SIDE OF EAST CONCRETE ABUTMENT OF FORMER DEEP
 QD0954'CANYON BRIDGE.  APPROXIMATELY 200 FEET SOUTHERLY FROM DEEP CANYON
 QD0954'ROADBED.  APPROXIMATE STATION 65+00.
 QD0954
 QD0954                          STATION RECOVERY (1987)
 QD0954
 QD0954'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QD0954'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  12.2 KM
 QD0954'(7.60 MI) EASTERLY ALONG STATE HIGHWAY 126 FROM ITS JUNCTION WITH FIR
 QD0954'STREET IN SISTERS, IN TOP OF AND 0.8 M (2.6 FT) WEST OF THE EAST END
 QD0954'OF A CONCRETE WINGWALL OF THE SOUTHEAST ABUTMENT OF ONCE A BRIDGE
 QD0954'OVER DEEP CANYON (OLD HIGHWAY 28), 289.6 M (950.1 FT) SOUTHEAST OF
 QD0954'THE CENTERLINE OF THE HIGHWAY, AND 4.4 M (14.4 FT) NORTHEAST OF THE
 QD0954'CENTER OF THE OLD HIGHWAY.
 QD0954'NOTE--THE BRIDGE HAS BEEN REMOVED.
 QD0954'THE MARK IS 0.6 M BELOW THE OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0326 ***********************************************************************
 QD0326  DESIGNATION -  2865=Z 315
 QD0326  PID         -  QD0326
 QD0326  STATE/COUNTY-  OR/CROOK
 QD0326  USGS QUAD   -  PRINEVILLE (1992)
 QD0326
 QD0326                         *CURRENT SURVEY CONTROL
 QD0326  ___________________________________________________________________
 QD0326* NAD 83(1986)-  44 18 06.     (N)    120 50 49.     (W)     SCALED    
 QD0326* NAVD 88     -       874.162  (meters)    2867.98   (feet)  ADJUSTED  
 QD0326  ___________________________________________________________________
 QD0326  GEOID HEIGHT-         -20.54  (meters)                     GEOID03
 QD0326  DYNAMIC HT  -         873.880 (meters)    2867.05  (feet)  COMP
 QD0326  MODELED GRAV-     980,266.5   (mgal)                       NAVD 88
 QD0326
 QD0326  VERT ORDER  -  FIRST     CLASS II
 QD0326
 QD0326.The horizontal coordinates were scaled from a topographic map and have
 QD0326.an estimated accuracy of +/- 6 seconds.
 QD0326
 QD0326.The orthometric height was determined by differential leveling
 QD0326.and adjusted in June 1991.
 QD0326.WARNING-Repeat measurements at this control monument indicate possible
 QD0326.vertical movement.
 QD0326
 QD0326.The geoid height was determined by GEOID03.
 QD0326
 QD0326.The dynamic height is computed by dividing the NAVD 88
 QD0326.geopotential number by the normal gravity value computed on the
 QD0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0326.degrees latitude (g = 980.6199 gals.).
 QD0326
 QD0326.The modeled gravity was interpolated from observed gravity values.
 QD0326
 QD0326;                    North         East    Units  Estimated Accuracy
 QD0326;SPC OR S     -   292,780.    1,472,310.      MT  (+/- 180 meters Scaled)
 QD0326
 QD0326                          SUPERSEDED SURVEY CONTROL
 QD0326
 QD0326  NGVD 29 (??/??/92)  873.070  (m)         2864.40   (f) ADJ UNCH    1 2
 QD0326
 QD0326.Superseded values are not recommended for survey control.
 QD0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0326.See file dsdata.txt to determine how the superseded data were derived.
 QD0326
 QD0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ717076(NAD 83)
 QD0326_MARKER: DD = SURVEY DISK
 QD0326_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QD0326_SP_SET: SIDEWALK
 QD0326_STAMPING: Z 315 1929 2864.607
 QD0326_MARK LOGO: USGS  
 QD0326_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0326_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QD0326+SATELLITE: SATELLITE OBSERVATIONS - July 18, 1988
 QD0326
 QD0326  HISTORY     - Date     Condition        Report By
 QD0326  HISTORY     - 1929     MONUMENTED       USGS
 QD0326  HISTORY     - 1931     GOOD             NGS
 QD0326  HISTORY     - 19880718 GOOD             NGS
 QD0326  HISTORY     - 20061206 POOR             ORBITE
 QD0326
 QD0326                          STATION DESCRIPTION
 QD0326
 QD0326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 QD0326'IN PRINEVILLE.
 QD0326'IN THE CONCRETE CURB AT THE NORTHWEST CORNER OF MAIN AND EAST SECOND
 QD0326'STREETS.
 QD0326
 QD0326                          STATION RECOVERY (1988)
 QD0326
 QD0326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QD0326'RECOVERED IN GOOD CONDITION.
 QD0326
 QD0326                          STATION RECOVERY (2006)
 QD0326
 QD0326'RECOVERY NOTE BY ORBITECH INC 2006 (SHG)
 QD0326'THE SIDEWALK AND CURB HAS RECENTLY BEEN REPLACED AT THE LOCATION OF
 QD0326'THE MARK, THE MARK WAS REMOVED AND RESET INTO THE NEW CONCRETE NEAR
 QD0326'THE LIP OF A HANDICAP ACCESS RAMP. THE INFORMATION ON THIS MARK IS NO
 QD0326'LONGER VALID.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0378 ***********************************************************************
 QD0378  DESIGNATION -  2866
 QD0378  PID         -  QD0378
 QD0378  STATE/COUNTY-  OR/CROOK
 QD0378  USGS QUAD   -  PRINEVILLE (1992)
 QD0378
 QD0378                         *CURRENT SURVEY CONTROL
 QD0378  ___________________________________________________________________
 QD0378* NAD 83(1986)-  44 18 10.     (N)    120 50 41.     (W)     SCALED    
 QD0378* NAVD 88     -       874.499  (meters)    2869.09   (feet)  ADJUSTED  
 QD0378  ___________________________________________________________________
 QD0378  GEOID HEIGHT-         -20.54  (meters)                     GEOID03
 QD0378  DYNAMIC HT  -         874.217 (meters)    2868.16  (feet)  COMP
 QD0378  MODELED GRAV-     980,266.4   (mgal)                       NAVD 88
 QD0378
 QD0378  VERT ORDER  -  FIRST     CLASS II
 QD0378
 QD0378.The horizontal coordinates were scaled from a topographic map and have
 QD0378.an estimated accuracy of +/- 6 seconds.
 QD0378
 QD0378.The orthometric height was determined by differential leveling
 QD0378.and adjusted in June 1991.
 QD0378
 QD0378.The geoid height was determined by GEOID03.
 QD0378
 QD0378.The dynamic height is computed by dividing the NAVD 88
 QD0378.geopotential number by the normal gravity value computed on the
 QD0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0378.degrees latitude (g = 980.6199 gals.).
 QD0378
 QD0378.The modeled gravity was interpolated from observed gravity values.
 QD0378
 QD0378;                    North         East    Units  Estimated Accuracy
 QD0378;SPC OR S     -   292,910.    1,472,490.      MT  (+/- 180 meters Scaled)
 QD0378
 QD0378                          SUPERSEDED SURVEY CONTROL
 QD0378
 QD0378  NGVD 29 (??/??/92)  873.384  (m)         2865.43   (f) ADJ UNCH    1 2
 QD0378
 QD0378.Superseded values are not recommended for survey control.
 QD0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0378.See file dsdata.txt to determine how the superseded data were derived.
 QD0378
 QD0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ719077(NAD 83)
 QD0378_MARKER: DD = SURVEY DISK
 QD0378_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QD0378_SP_SET: PARKING STRIP
 QD0378_STAMPING: 2866 1929
 QD0378_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0378
 QD0378  HISTORY     - Date     Condition        Report By
 QD0378  HISTORY     - 1929     MONUMENTED       USGS
 QD0378  HISTORY     - 1931     GOOD             NGS
 QD0378
 QD0378                          STATION DESCRIPTION
 QD0378
 QD0378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 QD0378'IN PRINEVILLE.
 QD0378'AT THE NORTHWEST CORNER OF B AND EAST THIRD STREETS, IN THE PARKING
 QD0378'STRIP ON B STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0325 ***********************************************************************
 QD0325  DESIGNATION -  2868=H
 QD0325  PID         -  QD0325
 QD0325  STATE/COUNTY-  OR/CROOK
 QD0325  USGS QUAD   -  PRINEVILLE (1992)
 QD0325
 QD0325                         *CURRENT SURVEY CONTROL
 QD0325  ___________________________________________________________________
 QD0325* NAD 83(1986)-  44 18 09.     (N)    120 50 38.     (W)     SCALED    
 QD0325* NAVD 88     -       875.324  (meters)    2871.79   (feet)  ADJUSTED  
 QD0325  ___________________________________________________________________
 QD0325  GEOID HEIGHT-         -20.53  (meters)                     GEOID03
 QD0325  DYNAMIC HT  -         875.042 (meters)    2870.87  (feet)  COMP
 QD0325  MODELED GRAV-     980,266.4   (mgal)                       NAVD 88
 QD0325
 QD0325  VERT ORDER  -  FIRST     CLASS II
 QD0325
 QD0325.The horizontal coordinates were scaled from a topographic map and have
 QD0325.an estimated accuracy of +/- 6 seconds.
 QD0325
 QD0325.The orthometric height was determined by differential leveling
 QD0325.and adjusted in June 1991.
 QD0325.WARNING-Repeat measurements at this control monument indicate possible
 QD0325.vertical movement.
 QD0325
 QD0325.The geoid height was determined by GEOID03.
 QD0325
 QD0325.The dynamic height is computed by dividing the NAVD 88
 QD0325.geopotential number by the normal gravity value computed on the
 QD0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0325.degrees latitude (g = 980.6199 gals.).
 QD0325
 QD0325.The modeled gravity was interpolated from observed gravity values.
 QD0325
 QD0325;                    North         East    Units  Estimated Accuracy
 QD0325;SPC OR S     -   292,870.    1,472,560.      MT  (+/- 180 meters Scaled)
 QD0325
 QD0325                          SUPERSEDED SURVEY CONTROL
 QD0325
 QD0325  NGVD 29 (??/??/92)  874.20   (m)         2868.1    (f) COMPUTED    1 2
 QD0325
 QD0325.Superseded values are not recommended for survey control.
 QD0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0325.See file dsdata.txt to determine how the superseded data were derived.
 QD0325
 QD0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ719077(NAD 83)
 QD0325_MARKER: P = PIPE CAP
 QD0325_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QD0325_SP_SET: METAL PIPE IMBEDDED IN GROUND
 QD0325_STAMPING: 2868.311 CCC H 1 1904
 QD0325_MARK LOGO: USGS  
 QD0325_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0325_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QD0325+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2007
 QD0325
 QD0325  HISTORY     - Date     Condition        Report By
 QD0325  HISTORY     - 1904     MONUMENTED       USGS
 QD0325  HISTORY     - 19880718 GOOD             NGS
 QD0325  HISTORY     - 20070619 GOOD             GEOCAC
 QD0325
 QD0325                          STATION DESCRIPTION
 QD0325
 QD0325'DESCRIBED BY US GEOLOGICAL SURVEY 1904
 QD0325'IN PRINEVILLE.
 QD0325'AT PRINEVILLE, CROOK COUNTY, AT THE NORTH OR EAST THIRD STREET
 QD0325'ENTRANCE TO THE COUNTY COURTHOUSE, 21-1/2 FEET SOUTH OF THE STREET
 QD0325'CURB, AND 1 FOOT WEST OF THE WALK LEADING TO THE BUILDING.  A USGS
 QD0325'SURVEY STANDARD CAP, STAMPED 2863.311 H 1904 AND RIVETED ON THE TOP OF
 QD0325'A 3-1/2 INCH IRON PIPE ENCASED IN CONCRETE.
 QD0325
 QD0325                          STATION RECOVERY (1988)
 QD0325
 QD0325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QD0325'RECOVERED IN GOOD CONDITION.
 QD0325
 QD0325                          STATION RECOVERY (2007)
 QD0325
 QD0325'RECOVERY NOTE BY GEOCACHING 2007 (MMH)
 QD0325'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0349 ***********************************************************************
 QE0349  DESIGNATION -  287 B
 QE0349  PID         -  QE0349
 QE0349  STATE/COUNTY-  OR/MARION
 QE0349  USGS QUAD   -  CRABTREE (1975)
 QE0349
 QE0349                         *CURRENT SURVEY CONTROL
 QE0349  ___________________________________________________________________
 QE0349* NAD 83(1986)-  44 44 02.     (N)    122 56 59.     (W)     SCALED    
 QE0349* NAVD 88     -        89.086  (meters)     292.28   (feet)  POSTED    
 QE0349  ___________________________________________________________________
 QE0349  GEOID HEIGHT-         -23.15  (meters)                     GEOID03
 QE0349  DYNAMIC HT  -          89.080 (meters)     292.26  (feet)  COMP
 QE0349  MODELED GRAV-     980,541.5   (mgal)                       NAVD 88
 QE0349
 QE0349  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 QE0349
 QE0349.The horizontal coordinates were scaled from a topographic map and have
 QE0349.an estimated accuracy of +/- 6 seconds.
 QE0349
 QE0349.The orthometric height was determined by differential leveling
 QE0349.and adjusted by the  in 1992.
 QE0349.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 QE0349.rate of 0.0 thru 1.0 mm/km.
 QE0349
 QE0349.The geoid height was determined by GEOID03.
 QE0349
 QE0349.The dynamic height is computed by dividing the NAVD 88
 QE0349.geopotential number by the normal gravity value computed on the
 QE0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0349.degrees latitude (g = 980.6199 gals.).
 QE0349
 QE0349.The modeled gravity was interpolated from observed gravity values.
 QE0349
 QE0349;                    North         East    Units  Estimated Accuracy
 QE0349;SPC OR N     -   121,530.    2,306,000.      MT  (+/- 180 meters Scaled)
 QE0349
 QE0349                          SUPERSEDED SURVEY CONTROL
 QE0349
 QE0349  NGVD 29 (??/??/92)   88.051  (m)          288.88   (f) ADJ UNCH    1 2
 QE0349
 QE0349.Superseded values are not recommended for survey control.
 QE0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0349.See file dsdata.txt to determine how the superseded data were derived.
 QE0349
 QE0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ039533(NAD 83)
 QE0349_MARKER: Z = SEE DESCRIPTION
 QE0349_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QE0349_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QE0349_STAMPING: 287 B 1903
 QE0349_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0349
 QE0349  HISTORY     - Date     Condition        Report By
 QE0349  HISTORY     - 1903     MONUMENTED       USGS
 QE0349  HISTORY     - 1920     GOOD             NGS
 QE0349  HISTORY     - 1987     MARK NOT FOUND   NGS
 QE0349
 QE0349                          STATION DESCRIPTION
 QE0349
 QE0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1920
 QE0349'3.5 MI N FROM JEFFERSON.
 QE0349'ON THE SOUTHERN PACIFIC RAILROAD, 125 FEET
 QE0349'SOUTH OF MILEPOST 703, 30 FEET EAST OF THE TRACK.
 QE0349
 QE0349                          STATION RECOVERY (1987)
 QE0349
 QE0349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE0349'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0282 ***********************************************************************
 QD0282  DESIGNATION -  2872
 QD0282  PID         -  QD0282
 QD0282  STATE/COUNTY-  OR/CROOK
 QD0282  USGS QUAD   -  PRINEVILLE (1992)
 QD0282
 QD0282                         *CURRENT SURVEY CONTROL
 QD0282  ___________________________________________________________________
 QD0282* NAD 83(1986)-  44 18 08.     (N)    120 50 37.     (W)     SCALED    
 QD0282* NAVD 88     -       876.412  (meters)    2875.36   (feet)  ADJUSTED  
 QD0282  ___________________________________________________________________
 QD0282  GEOID HEIGHT-         -20.53  (meters)                     GEOID03
 QD0282  DYNAMIC HT  -         876.130 (meters)    2874.44  (feet)  COMP
 QD0282  MODELED GRAV-     980,266.3   (mgal)                       NAVD 88
 QD0282
 QD0282  VERT ORDER  -  FIRST     CLASS II
 QD0282
 QD0282.The horizontal coordinates were scaled from a topographic map and have
 QD0282.an estimated accuracy of +/- 6 seconds.
 QD0282
 QD0282.The orthometric height was determined by differential leveling
 QD0282.and adjusted in June 1991.
 QD0282
 QD0282.The geoid height was determined by GEOID03.
 QD0282
 QD0282.The dynamic height is computed by dividing the NAVD 88
 QD0282.geopotential number by the normal gravity value computed on the
 QD0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0282.degrees latitude (g = 980.6199 gals.).
 QD0282
 QD0282.The modeled gravity was interpolated from observed gravity values.
 QD0282
 QD0282;                    North         East    Units  Estimated Accuracy
 QD0282;SPC OR S     -   292,840.    1,472,580.      MT  (+/- 180 meters Scaled)
 QD0282
 QD0282                          SUPERSEDED SURVEY CONTROL
 QD0282
 QD0282  NGVD 29 (??/??/92)  875.30   (m)         2871.7    (f) COMPUTED    1 2
 QD0282
 QD0282.Superseded values are not recommended for survey control.
 QD0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0282.See file dsdata.txt to determine how the superseded data were derived.
 QD0282
 QD0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ720077(NAD 83)
 QD0282_MARKER: DD = SURVEY DISK
 QD0282_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QD0282_SP_SET: BUILDING
 QD0282_STAMPING: 2872 CCC H 2 F
 QD0282_MARK LOGO: USGS  
 QD0282_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QD0282+STABILITY: POSITION/ELEVATION WELL
 QD0282_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QD0282+SATELLITE: SATELLITE OBSERVATIONS - July 18, 1988
 QD0282
 QD0282  HISTORY     - Date     Condition        Report By
 QD0282  HISTORY     - 1908     MONUMENTED       USGS
 QD0282  HISTORY     - 1934     GOOD             NGS
 QD0282  HISTORY     - 19880718 GOOD             NGS
 QD0282
 QD0282                          STATION DESCRIPTION
 QD0282
 QD0282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QD0282'IN PRINEVILLE.
 QD0282'AT PRINEVILLE, CROOK COUNTY, ON THE SOUTH SIDE OF EAST THIRD STREET,
 QD0282'3.4 FEET FROM THE NORTHEAST CORNER OF THE COUNTY COURTHOUSE AND IN THE
 QD0282'FACE OF THE NORTH WALL, 3 1/2 FEET ABOVE THE GROUND AND SET
 QD0282'VERTICALLY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK STAMPED
 QD0282'2871.914 B B R2 1908.
 QD0282
 QD0282                          STATION RECOVERY (1988)
 QD0282
 QD0282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QD0282'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0214 ***********************************************************************
 RB0214  DESIGNATION -  2897
 RB0214  PID         -  RB0214
 RB0214  STATE/COUNTY-  OR/UNION
 RB0214  USGS QUAD   -  HILGARD (1984)
 RB0214
 RB0214                         *CURRENT SURVEY CONTROL
 RB0214  ___________________________________________________________________
 RB0214* NAD 83(1986)-  45 20 50.     (N)    118 09 31.     (W)     SCALED    
 RB0214* NAVD 88     -       885.811  (meters)    2906.20   (feet)  ADJUSTED  
 RB0214  ___________________________________________________________________
 RB0214  GEOID HEIGHT-         -17.77  (meters)                     GEOID03
 RB0214  DYNAMIC HT  -         885.614 (meters)    2905.55  (feet)  COMP
 RB0214  MODELED GRAV-     980,364.4   (mgal)                       NAVD 88
 RB0214
 RB0214  VERT ORDER  -  FIRST     CLASS II
 RB0214
 RB0214.The horizontal coordinates were scaled from a topographic map and have
 RB0214.an estimated accuracy of +/- 6 seconds.
 RB0214
 RB0214.The orthometric height was determined by differential leveling
 RB0214.and adjusted in June 1991.
 RB0214
 RB0214.The geoid height was determined by GEOID03.
 RB0214
 RB0214.The dynamic height is computed by dividing the NAVD 88
 RB0214.geopotential number by the normal gravity value computed on the
 RB0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0214.degrees latitude (g = 980.6199 gals.).
 RB0214
 RB0214.The modeled gravity was interpolated from observed gravity values.
 RB0214
 RB0214;                    North         East    Units  Estimated Accuracy
 RB0214;SPC OR N     -   189,410.    2,683,450.      MT  (+/- 180 meters Scaled)
 RB0214
 RB0214                          SUPERSEDED SURVEY CONTROL
 RB0214
 RB0214  NGVD 29 (??/??/92)  884.735  (m)         2902.67   (f) ADJ UNCH    1 2
 RB0214
 RB0214.Superseded values are not recommended for survey control.
 RB0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0214.See file dsdata.txt to determine how the superseded data were derived.
 RB0214
 RB0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML092221(NAD 83)
 RB0214_MARKER: P = PIPE CAP
 RB0214_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RB0214_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RB0214_STAMPING: 2903.049 1899
 RB0214_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RB0214
 RB0214  HISTORY     - Date     Condition        Report By
 RB0214  HISTORY     - 1899     MONUMENTED       USGS
 RB0214  HISTORY     - 1935     GOOD             NGS
 RB0214
 RB0214                          STATION DESCRIPTION
 RB0214
 RB0214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 RB0214'IN PERRY.
 RB0214'AT PERRY, UNION COUNTY, NEAR UNION PACIFIC RAILROAD MILEAGE 286.20,
 RB0214'110 FEET WEST OF AN ABANDONED PRIVATE CROSSING, 97 FEET EAST ON A
 RB0214'PRIVATE CROSSING, 1 FOOT WEST OF THE SOUTHEAST CORNER OF THE SUNSET
 RB0214'TAVERN, 48.6 FEET NORTH OF THE TRACK CENTERLINE.  A UNITED STATES
 RB0214'GEOLOGICAL SURVEY STANDARD CAP STAMPED 2903.049 A AND RIVETED TO A 3
 RB0214'1/2 INCH IRON PIPE SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AA5141 ***********************************************************************
 AA5141  DESIGNATION -  28S2W1 ECC
 AA5141  PID         -  AA5141
 AA5141  STATE/COUNTY-  OR/DOUGLAS
 AA5141  USGS QUAD   -  RED BUTTE (1997)
 AA5141
 AA5141                         *CURRENT SURVEY CONTROL
 AA5141  ___________________________________________________________________
 AA5141* NAD 83(2007)-  43 09 54.76565(N)    122 52 51.47402(W)     ADJUSTED  
 AA5141* NAVD 88     -      1608.0    (meters)    5276.     (feet)  GPS OBS   
 AA5141  ___________________________________________________________________
 AA5141  EPOCH DATE  -        2007.00
 AA5141  X           -  -2,530,203.600 (meters)                     COMP
 AA5141  Y           -  -3,913,949.846 (meters)                     COMP
 AA5141  Z           -   4,341,991.152 (meters)                     COMP
 AA5141  LAPLACE CORR-           4.63  (seconds)                    DEFLEC99
 AA5141  ELLIP HEIGHT-        1584.628 (meters)          (02/10/07) ADJUSTED
 AA5141  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 AA5141
 AA5141  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA5141  Type    PID    Designation                      North   East  Ellip
 AA5141  -------------------------------------------------------------------
 AA5141  NETWORK AA5141 28S2W1 ECC                        1.16   0.84   3.92
 AA5141  -------------------------------------------------------------------
 AA5141
 AA5141.The horizontal coordinates were established by GPS observations
 AA5141.and adjusted by the National Geodetic Survey in February 2007.
 AA5141
 AA5141.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA5141.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA5141.The horizontal coordinates are valid at the epoch date displayed above.
 AA5141.The epoch date for horizontal control is a decimal equivalence
 AA5141.of Year/Month/Day.
 AA5141
 AA5141.The orthometric height was determined by GPS observations and a
 AA5141.high-resolution geoid model.
 AA5141
 AA5141.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5141
 AA5141.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5141
 AA5141.The ellipsoidal height was determined by GPS observations
 AA5141.and is referenced to NAD 83.
 AA5141
 AA5141.The geoid height was determined by GEOID03.
 AA5141
 AA5141;                    North         East     Units Scale Factor Converg.
 AA5141;SPC OR S     -   169,213.854 1,306,421.274   MT  0.99989461   -1 37 44.2
 AA5141;SPC OR S     -   555,163.56  4,286,159.04   iFT  0.99989461   -1 37 44.2
 AA5141;UTM  10      - 4,779,168.525   509,676.311   MT  0.99960115   +0 04 53.2
 AA5141
 AA5141!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5141!SPC OR S     -   0.99975156  x   0.99989461  =   0.99964620
 AA5141!UTM  10      -   0.99975156  x   0.99960115  =   0.99935281
 AA5141
 AA5141                          SUPERSEDED SURVEY CONTROL
 AA5141
 AA5141  NAD 83(1998)-  43 09 54.76349(N)    122 52 51.47406(W) AD(       ) B
 AA5141  ELLIP H (07/03/01) 1584.643  (m)                       GP(       ) 5 1
 AA5141  NAD 83(1998)-  43 09 54.76127(N)    122 52 51.47262(W) AD(       ) B
 AA5141  ELLIP H (05/25/95) 1584.821  (m)                       GP(       ) 1 1
 AA5141
 AA5141.Superseded values are not recommended for survey control.
 AA5141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5141.See file dsdata.txt to determine how the superseded data were derived.
 AA5141
 AA5141_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN0967679169(NAD 83)
 AA5141_MARKER: DD = SURVEY DISK
 AA5141_SETTING: 66 = SET IN ROCK OUTCROP
 AA5141_STAMPING: 28S2W1 ECC 1986
 AA5141_MARK LOGO: USFS  
 AA5141_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5141_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA5141+STABILITY: POSITION/ELEVATION WELL
 AA5141_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5141+SATELLITE: SATELLITE OBSERVATIONS - 1986
 AA5141
 AA5141  HISTORY     - Date     Condition        Report By
 AA5141  HISTORY     - 1986     MONUMENTED       USFS
 AA5141  HISTORY     - 20041018 MARK NOT FOUND   INDIV
 AA5141
 AA5141                          STATION DESCRIPTION
 AA5141
 AA5141'DESCRIBED BY US FOREST SERVICE 1986 (LEH)
 AA5141'SET A 2 IN. DIAM. BRASS TABLET IN A ROCK OUTCROP. STATION IS LOCATED
 AA5141'1.77 M (5.81 FT) WEST OF A STEEL FENCE POST, 22.98 M (75.39 FT) SOUTH
 AA5141'OF THE SE CORNER OF A METAL SHED, 46.77 M (153.44 FT) SW OF U.S.G.S.
 AA5141'TRIANGULATION STATION "RED BUTTE 1953". TO REACH FROM GLIDE, OR.
 AA5141'PROCEED SOUTH AND EAST ON COUNTY ROAD 17C FOR APPROX. 16 MI (25.7 KM)
 AA5141'TO COOLWATER CAMPGROUND AND END OF COUNTY ROAD. CONTINUE EASTERLY ON
 AA5141'U.S.F.S. ROAD NO. 27 (LITTLE RIVER ROAD) FOR 0.4 MI, TURN RIGHT ONTO
 AA5141'U.S.F.S. ROAD 2792 (RED BUTTE ROAD) AND PROCEED SOUTH FOR 6.5 MI, TURN
 AA5141'RIGHT ONTO U.S.F.S ROAD 2792-176 (NOTE SIGN MARKED "RED BUTTE L.O. 3
 AA5141'") AND PROCEED WEST FOR 2 MI, TURN LEFT ONTO U.S.F.S. ROAD 2792-190
 AA5141'(NOTE SIGN MARKED "RED BUTTE L.O. 1 ) AND PROCEED EAST FOR 0.7MI TO
 AA5141'LOOKOUT TOWER. LEAVE TRUCK AT PARKING AREA SOUTH OF THE LOOKOUT TOWER
 AA5141'AND WALK SOUTH ON A TRAIL FOR APPROX. 90 FT. TO THE STATION.
 AA5141
 AA5141                          STATION RECOVERY (2004)
 AA5141
 AA5141'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (DHW)
 AA5141'MARK NOT FOUND.  DRILL HOLE AND EPOXY REMAINS AT LOCATION AS VERIFIED
 AA5141'BY OPUS OBSERVATION ON THE DRILL HOLE.  A METAL SPIKE WAS PLACED IN
 AA5141'THE DRILL HOLE FOR TEMPORARY USE AT A NEARBY PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0470 ***********************************************************************
 RD0470  DESIGNATION -  29
 RD0470  PID         -  RD0470
 RD0470  STATE/COUNTY-  OR/MULTNOMAH
 RD0470  USGS QUAD   -  PORTLAND (1990)
 RD0470
 RD0470                         *CURRENT SURVEY CONTROL
 RD0470  ___________________________________________________________________
 RD0470* NAD 83(1986)-  45 31 46.     (N)    122 40 10.     (W)     SCALED    
 RD0470* NAVD 88     -        10.807  (meters)      35.46   (feet)  POSTED    
 RD0470  ___________________________________________________________________
 RD0470  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 RD0470  DYNAMIC HT  -          10.810 (meters)      35.47  (feet)  COMP
 RD0470  MODELED GRAV-     980,624.7   (mgal)                       NAVD 88
 RD0470
 RD0470  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 RD0470
 RD0470.The horizontal coordinates were scaled from a topographic map and have
 RD0470.an estimated accuracy of +/- 6 seconds.
 RD0470
 RD0470.The orthometric height was determined by differential leveling
 RD0470.and adjusted by the  in 1992.
 RD0470.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 RD0470.was located on a no-check spur therefore a value was not computed.
 RD0470.No vertical observational check was made to the station.
 RD0470
 RD0470.The geoid height was determined by GEOID03.
 RD0470
 RD0470.The dynamic height is computed by dividing the NAVD 88
 RD0470.geopotential number by the normal gravity value computed on the
 RD0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0470.degrees latitude (g = 980.6199 gals.).
 RD0470
 RD0470.The modeled gravity was interpolated from observed gravity values.
 RD0470
 RD0470;                    North         East    Units  Estimated Accuracy
 RD0470;SPC OR N     -   209,270.    2,330,560.      MT  (+/- 180 meters Scaled)
 RD0470
 RD0470                          SUPERSEDED SURVEY CONTROL
 RD0470
 RD0470  NGVD 29 (??/??/92)    9.765  (m)           32.04   (f) ADJ UNCH    1 2
 RD0470
 RD0470.Superseded values are not recommended for survey control.
 RD0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0470.See file dsdata.txt to determine how the superseded data were derived.
 RD0470
 RD0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER258418(NAD 83)
 RD0470_MARKER: B = BOLT
 RD0470_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RD0470_SP_SET: ABUTMENT
 RD0470_STAMPING: USBM 29
 RD0470_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RD0470
 RD0470  HISTORY     - Date     Condition        Report By
 RD0470  HISTORY     - UNK      MONUMENTED       USGS
 RD0470  HISTORY     - 1958     GOOD             NGS
 RD0470  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 RD0470
 RD0470                          STATION DESCRIPTION
 RD0470
 RD0470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 RD0470'IN PORTLAND.
 RD0470'LOCATED ON EAST BANK OF WILLAMETTE RIVER, ABOUT 700 FEET NORTHWEST OF
 RD0470'STEEL BRIDGE, 28 FEET NORTHWEST OF NORTHWEST CORNER OF LARGE GRAIN
 RD0470'ELEVATOR AT GLOBE DOCKS, SET IN SOUTHWEST CORNER OF ABANDONED, MASONRY
 RD0470'BRIDGE ABUTMENT, 71 FEET WEST OF CENTERLINE OF WESTERLY RAILROAD TRACK
 RD0470'ON INCLINED RAMP.  A COPPER BOLT STAMPED USBM 29.
 RD0470
 RD0470                          STATION RECOVERY (1990)
 RD0470
 RD0470'RECOVERY NOTE BY US POWER SQUADRON 1990 (FV)
 RD0470'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0199 ***********************************************************************
 QE0199  DESIGNATION -  29
 QE0199  PID         -  QE0199
 QE0199  STATE/COUNTY-  OR/LINN
 QE0199  USGS QUAD   -  ECHO MOUNTAIN (1994)
 QE0199
 QE0199                         *CURRENT SURVEY CONTROL
 QE0199  ___________________________________________________________________
 QE0199* NAD 83(1986)-  44 24 21.     (N)    122 04 06.     (W)     SCALED    
 QE0199* NAVD 88     -      1013.737  (meters)    3325.90   (feet)  POSTED    
 QE0199  ___________________________________________________________________
 QE0199  GEOID HEIGHT-         -21.64  (meters)                     GEOID03
 QE0199  DYNAMIC HT  -        1013.390 (meters)    3324.76  (feet)  COMP
 QE0199  MODELED GRAV-     980,239.0   (mgal)                       NAVD 88
 QE0199
 QE0199  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 QE0199
 QE0199.The horizontal coordinates were scaled from a topographic map and have
 QE0199.an estimated accuracy of +/- 6 seconds.
 QE0199
 QE0199.The orthometric height was determined by differential leveling
 QE0199.and adjusted by the  in 1992.
 QE0199.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 QE0199.rate of 1.1 thru 2.0 mm/km.
 QE0199
 QE0199.The geoid height was determined by GEOID03.
 QE0199
 QE0199.The dynamic height is computed by dividing the NAVD 88
 QE0199.geopotential number by the normal gravity value computed on the
 QE0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0199.degrees latitude (g = 980.6199 gals.).
 QE0199
 QE0199.The modeled gravity was interpolated from observed gravity values.
 QE0199
 QE0199;                    North         East    Units  Estimated Accuracy
 QE0199;SPC OR N     -    83,350.    2,375,080.      MT  (+/- 180 meters Scaled)
 QE0199
 QE0199                          SUPERSEDED SURVEY CONTROL
 QE0199
 QE0199  NGVD 29 (??/??/92) 1012.547  (m)         3322.00   (f) ADJ UNCH    1 2
 QE0199
 QE0199.Superseded values are not recommended for survey control.
 QE0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0199.See file dsdata.txt to determine how the superseded data were derived.
 QE0199
 QE0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ741173(NAD 83)
 QE0199_MARKER: DD = SURVEY DISK
 QE0199_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QE0199_SP_SET: CULVERT
 QE0199_STAMPING: 3322 29 1936
 QE0199_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0199
 QE0199  HISTORY     - Date     Condition        Report By
 QE0199  HISTORY     - 1936     MONUMENTED       BPR
 QE0199  HISTORY     - 1963     GOOD             NGS
 QE0199
 QE0199                          STATION DESCRIPTION
 QE0199
 QE0199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 QE0199'7.5 MI W FROM SANTIAM JUNCTION.
 QE0199'7.5 MILES WEST ALONG U.S. HIGHWAY 20 FROM THE MOBIL SERVICE STATION
 QE0199'AND STORE AT SANTIAM JUNCTION, 22 FEET NORTHWEST OF THE CENTER OF THE
 QE0199'HIGHWAY AND 2 FEET BELOW THE LEVEL OF THE HIGHWAY IN THE WEST END OF
 QE0199'THE NORTH HEAD WALL OF THE CULVERT OVER ECHO CREEK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0955 ***********************************************************************
 RD0955  DESIGNATION -  29
 RD0955  PID         -  RD0955
 RD0955  STATE/COUNTY-  OR/TILLAMOOK
 RD0955  USGS QUAD   -  HEBO (1985)
 RD0955
 RD0955                         *CURRENT SURVEY CONTROL
 RD0955  ___________________________________________________________________
 RD0955* NAD 83(1986)-  45 09 07.     (N)    123 47 58.     (W)     SCALED    
 RD0955* NAVD 88     -       135.973  (meters)     446.10   (feet)  ADJUSTED  
 RD0955  ___________________________________________________________________
 RD0955  GEOID HEIGHT-         -21.87  (meters)                     GEOID03
 RD0955  DYNAMIC HT  -         135.974 (meters)     446.11  (feet)  COMP
 RD0955  MODELED GRAV-     980,621.0   (mgal)                       NAVD 88
 RD0955
 RD0955  VERT ORDER  -  FIRST     CLASS II
 RD0955
 RD0955.The horizontal coordinates were scaled from a topographic map and have
 RD0955.an estimated accuracy of +/- 6 seconds.
 RD0955
 RD0955.The orthometric height was determined by differential leveling
 RD0955.and adjusted in June 1991.
 RD0955
 RD0955.The geoid height was determined by GEOID03.
 RD0955
 RD0955.The dynamic height is computed by dividing the NAVD 88
 RD0955.geopotential number by the normal gravity value computed on the
 RD0955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0955.degrees latitude (g = 980.6199 gals.).
 RD0955
 RD0955.The modeled gravity was interpolated from observed gravity values.
 RD0955
 RD0955;                    North         East    Units  Estimated Accuracy
 RD0955;SPC OR N     -   170,340.    2,240,640.      MT  (+/- 180 meters Scaled)
 RD0955
 RD0955                          SUPERSEDED SURVEY CONTROL
 RD0955
 RD0955  NGVD 29 (??/??/92)  134.916  (m)          442.64   (f) ADJ UNCH    1 2
 RD0955
 RD0955.Superseded values are not recommended for survey control.
 RD0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0955.See file dsdata.txt to determine how the superseded data were derived.
 RD0955
 RD0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR371001(NAD 83)
 RD0955_MARKER: DD = SURVEY DISK
 RD0955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0955_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0955_STAMPING: 29 1934
 RD0955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0955+STABILITY: SURFACE MOTION
 RD0955
 RD0955  HISTORY     - Date     Condition        Report By
 RD0955  HISTORY     - 1934     MONUMENTED       BPR
 RD0955  HISTORY     - 1941     GOOD             NGS
 RD0955
 RD0955                          STATION DESCRIPTION
 RD0955
 RD0955'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 RD0955'6.95 MI SE FROM HEBO.
 RD0955'MARK IS LOCATED ABOUT 6.95 MILES SOUTHEAST OF HEBO ON THREE RIVERS
 RD0955'HIGHWAY, 0.15 NORTH OF BUCK CREEK BRIDGE, SOUTH END OF TRANGENT 40
 RD0955'FEET NORTHEAST OF HIGHWAY WEST EDGE OF PASTURE, NEAR FENCE, 3 FEET
 RD0955'BELOW ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0085 ***********************************************************************
 NZ0085  DESIGNATION -  29
 NZ0085  PID         -  NZ0085
 NZ0085  STATE/COUNTY-  OR/KLAMATH
 NZ0085  USGS QUAD   -  LAKE OF THE WOODS SO (1985)
 NZ0085
 NZ0085                         *CURRENT SURVEY CONTROL
 NZ0085  ___________________________________________________________________
 NZ0085* NAD 83(1986)-  42 19 22.     (N)    122 13 13.     (W)     SCALED    
 NZ0085* NAVD 88     -      1639.23   (+/-2cm)    5378.0    (feet)  VERTCON   
 NZ0085  ___________________________________________________________________
 NZ0085  GEOID HEIGHT-         -22.71  (meters)                     GEOID03
 NZ0085  VERT ORDER  -  ? (See Below)
 NZ0085
 NZ0085.The horizontal coordinates were scaled from a topographic map and have
 NZ0085.an estimated accuracy of +/- 6 seconds.
 NZ0085
 NZ0085.The NAVD 88 height was computed by applying the VERTCON shift value to
 NZ0085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NZ0085.The vertical order pertains to the NGVD 29 superseded value.
 NZ0085
 NZ0085.The geoid height was determined by GEOID03.
 NZ0085
 NZ0085;                    North         East    Units  Estimated Accuracy
 NZ0085;SPC OR S     -    74,340.    1,358,210.      MT  (+/- 180 meters Scaled)
 NZ0085
 NZ0085                          SUPERSEDED SURVEY CONTROL
 NZ0085
 NZ0085  NGVD 29 (??/??/92) 1638.002  (m)         5374.01   (f) ADJ UNCH    ?  
 NZ0085
 NZ0085.Superseded values are not recommended for survey control.
 NZ0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0085.See file dsdata.txt to determine how the superseded data were derived.
 NZ0085
 NZ0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM642859(NAD 83)
 NZ0085_MARKER: N = NAIL
 NZ0085_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NZ0085_SP_SET: FIR TREE
 NZ0085_STAMPING: 6372
 NZ0085_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0085
 NZ0085  HISTORY     - Date     Condition        Report By
 NZ0085  HISTORY     - UNK      MONUMENTED       USGS
 NZ0085  HISTORY     - 1908     GOOD             USGS
 NZ0085  HISTORY     - 1934     GOOD             NGS
 NZ0085
 NZ0085                          STATION DESCRIPTION
 NZ0085
 NZ0085'DESCRIBED BY US GEOLOGICAL SURVEY 1908
 NZ0085'2.6 MI SW FROM LAKE OF THE WOODS.
 NZ0085'2.6 MILES SOUTHWEST ALONG DEAD INDIAN ROAD FROM SOUTH SHORE CAMP AT
 NZ0085'LAKE OF THE WOODS, KLAMATH COUNTY, 2.5 MILES NORTHEAST OF THE BUCK
 NZ0085'LAKE ROAD JUNCTION, AT THE SUMMIT OF A RIDGE, ON THE EAST EDGE OF THE
 NZ0085'ROAD, AT A 36-INCH HEMLOCK AND 48-INCH NOBLE FIR GROWING TOGETHER
 NZ0085'MARKED WITH A TRIANGULAR BLAZE IN THE WEST FACE AND AN ALUMINUM TAG
 NZ0085'STAMPED 6372, AND IN A ROOT ON THE NORTHWEST SIDE.  A NAIL IN A
 NZ0085'PYRAMID.
 NZ0085
 NZ0085                          STATION RECOVERY (1934)
 NZ0085
 NZ0085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 NZ0085'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3698 ***********************************************************************
 RD3698  DESIGNATION -  29
 RD3698  PID         -  RD3698
 RD3698  STATE/COUNTY-  OR/MULTNOMAH
 RD3698  USGS QUAD   -  LINNTON (1990)
 RD3698
 RD3698                         *CURRENT SURVEY CONTROL
 RD3698  ___________________________________________________________________
 RD3698* NAD 83(1991)-  45 35 49.98445(N)    122 46 19.24701(W)     ADJUSTED  
 RD3698* NAVD 88     -        13.     (meters)      43.     (feet)  SCALED    
 RD3698  ___________________________________________________________________
 RD3698  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 RD3698  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 RD3698  HORZ ORDER  -  THIRD
 RD3698
 RD3698.The horizontal coordinates were established by classical geodetic methods
 RD3698.and adjusted by the National Geodetic Survey in October 1991.
 RD3698
 RD3698.The orthometric height was scaled from a topographic map.
 RD3698
 RD3698.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3698
 RD3698.The geoid height was determined by GEOID03.
 RD3698
 RD3698;                    North         East     Units Scale Factor Converg.
 RD3698;SPC OR N     -   217,020.720 2,322,766.813   MT  0.99992252   -1 36 40.6
 RD3698;SPC OR N     -   712,010.24  7,620,626.03   iFT  0.99992252   -1 36 40.6
 RD3698;SPC WA S     -    31,884.506   322,743.262   MT  1.00006187   -1 39 01.4
 RD3698;SPC WA S     -   104,607.75  1,058,866.85   sFT  1.00006187   -1 39 01.4
 RD3698;UTM  10      - 5,049,322.498   517,781.210   MT  0.99960389   +0 09 46.4
 RD3698
 RD3698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3698!SPC OR N     -   1.00000154  x   0.99992252  =   0.99992406
 RD3698!SPC WA S     -   1.00000154  x   1.00006187  =   1.00006341
 RD3698!UTM  10      -   1.00000154  x   0.99960389  =   0.99960542
 RD3698
 RD3698:                Primary Azimuth Mark                     Grid Az
 RD3698:SPC OR N     -  31                                       151 34 11.8
 RD3698:SPC WA S     -  31                                       151 36 32.6
 RD3698:UTM  10      -  31                                       149 47 44.8
 RD3698
 RD3698|---------------------------------------------------------------------|
 RD3698| PID    Reference Object                     Distance      Geod. Az  |
 RD3698|                                                           dddmmss.s |
 RD3698| RD3704 31                                  APPROX. 0.7 KM 1495731.2 |
 RD3698|---------------------------------------------------------------------|
 RD3698
 RD3698                          SUPERSEDED SURVEY CONTROL
 RD3698
 RD3698  NAD 83(1986)-  45 35 50.00383(N)    122 46 19.24953(W) AD(       ) 3
 RD3698  NAD 27      -  45 35 50.58000(N)    122 46 14.88800(W) AD(       ) 3
 RD3698
 RD3698.Superseded values are not recommended for survey control.
 RD3698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3698.See file dsdata.txt to determine how the superseded data were derived.
 RD3698
 RD3698_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1778149322(NAD 83)
 RD3698
 RD3698  HISTORY     - Date     Condition        Report By
 RD3698  HISTORY     - 1899     MONUMENTED       USE
 RD3698
 RD3698                          STATION DESCRIPTION
 RD3698
 RD3698'DESCRIBED BY US ENGINEERS 1899
 RD3698'THE STATION IS MARKED BY A PIPE SET IN THE CENTER OF A
 RD3698'SQUARE BLOCK OF CONCRETE.  THE TOP OF THE BLOCK IS SMOOTHED
 RD3698'OFF AND BEARS THE LETTERS U.S.E., ONE LETTER IN EACH OF
 RD3698'THREE CORNERS.  IN THE FOURTH CORNER IS THE NUMBER BY WHICH
 RD3698'THE STATION IS KNOWN.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0158 ***********************************************************************
 RB0158  DESIGNATION -  29 AA
 RB0158  PID         -  RB0158
 RB0158  STATE/COUNTY-  OR/UNION
 RB0158  USGS QUAD   -  KAMELA SE (1984)
 RB0158
 RB0158                         *CURRENT SURVEY CONTROL
 RB0158  ___________________________________________________________________
 RB0158* NAD 83(1986)-  45 18 59.     (N)    118 16 15.     (W)     SCALED    
 RB0158* NAVD 88     -       936.197  (meters)    3071.51   (feet)  ADJUSTED  
 RB0158  ___________________________________________________________________
 RB0158  GEOID HEIGHT-         -17.80  (meters)                     GEOID03
 RB0158  DYNAMIC HT  -         935.964 (meters)    3070.74  (feet)  COMP
 RB0158  MODELED GRAV-     980,336.2   (mgal)                       NAVD 88
 RB0158
 RB0158  VERT ORDER  -  SECOND    CLASS 0
 RB0158
 RB0158.The horizontal coordinates were scaled from a topographic map and have
 RB0158.an estimated accuracy of +/- 6 seconds.
 RB0158
 RB0158.The orthometric height was determined by differential leveling
 RB0158.and adjusted in June 1991.
 RB0158
 RB0158.The geoid height was determined by GEOID03.
 RB0158
 RB0158.The dynamic height is computed by dividing the NAVD 88
 RB0158.geopotential number by the normal gravity value computed on the
 RB0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0158.degrees latitude (g = 980.6199 gals.).
 RB0158
 RB0158.The modeled gravity was interpolated from observed gravity values.
 RB0158
 RB0158;                    North         East    Units  Estimated Accuracy
 RB0158;SPC OR N     -   185,730.    2,674,750.      MT  (+/- 180 meters Scaled)
 RB0158
 RB0158                          SUPERSEDED SURVEY CONTROL
 RB0158
 RB0158  NGVD 29 (??/??/92)  935.095  (m)         3067.89   (f) ADJ UNCH    2 0
 RB0158
 RB0158.Superseded values are not recommended for survey control.
 RB0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0158.See file dsdata.txt to determine how the superseded data were derived.
 RB0158
 RB0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML003188(NAD 83)
 RB0158_MARKER: DD = SURVEY DISK
 RB0158_SETTING: 66 = SET IN ROCK OUTCROP
 RB0158_SP_SET: ROCK OUTCROP
 RB0158_STAMPING: 29 AA 1950
 RB0158_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RB0158+STABILITY: POSITION/ELEVATION WELL
 RB0158
 RB0158  HISTORY     - Date     Condition        Report By
 RB0158  HISTORY     - 1950     MONUMENTED       USGS
 RB0158  HISTORY     - 1951     GOOD             NGS
 RB0158
 RB0158                          STATION DESCRIPTION
 RB0158
 RB0158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 RB0158'4.65 MI SW FROM HILGARD.
 RB0158'0.6 MILE EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT HILGARD,
 RB0158'THENCE 0.65 MILE WEST ALONG U. S. HIGHWAY 30, THENCE 3.4 MILES
 RB0158'SOUTHWEST ALONG THE STARKEY SECONDARY STATE HIGHWAY, 0.3 MILE
 RB0158'SOUTHWEST OF THE BUILDING ON THE RIFLE RANGE, AT THE T JUNCTION OF A
 RB0158'GRAVEL ROAD LEADING TO THE RIFLE RANGE, AND SET IN THE TOP OF A ROCK
 RB0158'OUTCROP, 266 FEET SOUTH OF THE CENTER OF THE T JUNCTION, 134 1/2 FEET
 RB0158'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 99 1/2 FEET SOUTHEAST OF
 RB0158'THE HIGHWAY BOUNDARY FENCE LINE, 4 FEET NORTHEAST OF A 1 FOOT PINE
 RB0158'TREE WITH A WHITE PAINTED X.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0633 ***********************************************************************
 NW0633  DESIGNATION -  29 BKC
 NW0633  PID         -  NW0633
 NW0633  STATE/COUNTY-  OR/MALHEUR
 NW0633  USGS QUAD   -  JACKIES BUTTE (1980)
 NW0633
 NW0633                         *CURRENT SURVEY CONTROL
 NW0633  ___________________________________________________________________
 NW0633* NAD 83(1986)-  42 33 08.     (N)    117 30 14.     (W)     SCALED    
 NW0633* NAVD 88     -      1368.988  (meters)    4491.42   (feet)  ADJUSTED  
 NW0633  ___________________________________________________________________
 NW0633  GEOID HEIGHT-         -17.93  (meters)                     GEOID03
 NW0633  DYNAMIC HT  -        1368.173 (meters)    4488.75  (feet)  COMP
 NW0633  MODELED GRAV-     979,977.9   (mgal)                       NAVD 88
 NW0633
 NW0633  VERT ORDER  -  SECOND    CLASS 0
 NW0633
 NW0633.The horizontal coordinates were scaled from a topographic map and have
 NW0633.an estimated accuracy of +/- 6 seconds.
 NW0633
 NW0633.The orthometric height was determined by differential leveling
 NW0633.and adjusted in August 1995.
 NW0633
 NW0633.The geoid height was determined by GEOID03.
 NW0633
 NW0633.The dynamic height is computed by dividing the NAVD 88
 NW0633.geopotential number by the normal gravity value computed on the
 NW0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0633.degrees latitude (g = 980.6199 gals.).
 NW0633
 NW0633.The modeled gravity was interpolated from observed gravity values.
 NW0633
 NW0633;                    North         East    Units  Estimated Accuracy
 NW0633;SPC OR S     -   102,770.    1,746,010.      MT  (+/- 180 meters Scaled)
 NW0633
 NW0633                          SUPERSEDED SURVEY CONTROL
 NW0633
 NW0633.No superseded survey control is available for this station.
 NW0633
 NW0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH586112(NAD 83)
 NW0633_MARKER: DB = BENCH MARK DISK
 NW0633_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0633_SP_SET: COPPER-CLAD STEEL ROD
 NW0633_STAMPING: 29 BKC 1973 4488
 NW0633_MARK LOGO: USGS  
 NW0633_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0633_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0633_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0633+SATELLITE: SATELLITE OBSERVATIONS - 1973
 NW0633
 NW0633  HISTORY     - Date     Condition        Report By
 NW0633  HISTORY     - 1973     MONUMENTED       USGS
 NW0633
 NW0633                          STATION DESCRIPTION
 NW0633
 NW0633'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 NW0633'FROM BURNS JUNCTION, OREGON PROCEED 12.6 MILES SOUTH ALONG U S
 NW0633'HIGHWAY 95, THENCE 10.5 MILES EAST AND 3.3 MILES SOUTH ALONG A GRAVEL
 NW0633'ROAD, THENCE 12.0 MILES EAST, NORTHEAST AND EAST ALONG A TRACK ROAD,
 NW0633'JUST AFTER A BEND IN THE ROAD, 58 FEET NORTH OF THE CENTERLINE OF THE
 NW0633'ROAD, IN THE CENTER OF A 7-FOOT CLEAR CIRCULAR AREA, SET ON A
 NW0633'5/8-INCH COPPER-COATED ROD DRIVEN TO REFUSAL (ROD DEPTH UNKNOWN) WITH
 NW0633'THE TOP ENCASED IN 6-INCH DRAINPIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0769 ***********************************************************************
 PA0769  DESIGNATION -  29 FMK
 PA0769  PID         -  PA0769
 PA0769  STATE/COUNTY-  OR/HARNEY
 PA0769  USGS QUAD   -  JACKASS BUTTE (1967)
 PA0769
 PA0769                         *CURRENT SURVEY CONTROL
 PA0769  ___________________________________________________________________
 PA0769* NAD 83(1986)-  43 01 40.     (N)    118 57 48.     (W)     SCALED    
 PA0769* NAVD 88     -      1591.171  (meters)    5220.37   (feet)  ADJUSTED  
 PA0769  ___________________________________________________________________
 PA0769  GEOID HEIGHT-         -19.16  (meters)                     GEOID03
 PA0769  DYNAMIC HT  -        1590.289 (meters)    5217.47  (feet)  COMP
 PA0769  MODELED GRAV-     980,009.0   (mgal)                       NAVD 88
 PA0769
 PA0769  VERT ORDER  -  SECOND    CLASS 0
 PA0769
 PA0769.The horizontal coordinates were scaled from a topographic map and have
 PA0769.an estimated accuracy of +/- 6 seconds.
 PA0769
 PA0769.The orthometric height was determined by differential leveling
 PA0769.and adjusted in August 1995.
 PA0769
 PA0769.The geoid height was determined by GEOID03.
 PA0769
 PA0769.The dynamic height is computed by dividing the NAVD 88
 PA0769.geopotential number by the normal gravity value computed on the
 PA0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0769.degrees latitude (g = 980.6199 gals.).
 PA0769
 PA0769.The modeled gravity was interpolated from observed gravity values.
 PA0769
 PA0769;                    North         East    Units  Estimated Accuracy
 PA0769;SPC OR S     -   152,340.    1,625,230.      MT  (+/- 180 meters Scaled)
 PA0769
 PA0769                          SUPERSEDED SURVEY CONTROL
 PA0769
 PA0769.No superseded survey control is available for this station.
 PA0769
 PA0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH400657(NAD 83)
 PA0769_MARKER: DB = BENCH MARK DISK
 PA0769_SETTING: 66 = SET IN ROCK OUTCROP
 PA0769_SP_SET: ROCK OUTCROP
 PA0769_STAMPING: 29 FMK 1970 5216
 PA0769_MARK LOGO: USGS  
 PA0769_MAGNETIC: N = NO MAGNETIC MATERIAL
 PA0769_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PA0769+STABILITY: POSITION/ELEVATION WELL
 PA0769
 PA0769  HISTORY     - Date     Condition        Report By
 PA0769  HISTORY     - 1970     MONUMENTED       USGS
 PA0769
 PA0769                          STATION DESCRIPTION
 PA0769
 PA0769'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 PA0769'FROM THE BRIDGE OVER THE NARROWS, PROCEED 12.2 MILES SOUTH ALONG
 PA0769'STATE HIGHWAY 205, THENCE 8.6 MILES SOUTHWEST ALONG THE ROAD TO
 PA0769'FOSTER LAKE AND PLUSH, ON A LARGE FLAT-TOPPED RIDGE, 135 FEET
 PA0769'SOUTHWEST OF THE CENTERLINE OF THE ROAD, WITNESS POST SET AT BENCH
 PA0769'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2712 ***********************************************************************
 QE2712  DESIGNATION -  29 KJO
 QE2712  PID         -  QE2712
 QE2712  STATE/COUNTY-  OR/LINCOLN
 QE2712  USGS QUAD   -  TOLEDO SOUTH (1984)
 QE2712
 QE2712                         *CURRENT SURVEY CONTROL
 QE2712  ___________________________________________________________________
 QE2712* NAD 83(1986)-  44 31 12.     (N)    123 57 33.     (W)     SCALED    
 QE2712* NAVD 88     -        39.373  (meters)     129.18   (feet)  ADJUSTED  
 QE2712  ___________________________________________________________________
 QE2712  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 QE2712  DYNAMIC HT  -          39.371 (meters)     129.17  (feet)  COMP
 QE2712  MODELED GRAV-     980,583.8   (mgal)                       NAVD 88
 QE2712
 QE2712  VERT ORDER  -  SECOND    CLASS I
 QE2712
 QE2712.The horizontal coordinates were scaled from a topographic map and have
 QE2712.an estimated accuracy of +/- 6 seconds.
 QE2712
 QE2712.The orthometric height was determined by differential leveling
 QE2712.and adjusted in August 1995.
 QE2712
 QE2712.The geoid height was determined by GEOID03.
 QE2712
 QE2712.The dynamic height is computed by dividing the NAVD 88
 QE2712.geopotential number by the normal gravity value computed on the
 QE2712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE2712.degrees latitude (g = 980.6199 gals.).
 QE2712
 QE2712.The modeled gravity was interpolated from observed gravity values.
 QE2712
 QE2712;                    North         East    Units  Estimated Accuracy
 QE2712;SPC OR N     -   100,710.    2,225,080.      MT  (+/- 180 meters Scaled)
 QE2712
 QE2712                          SUPERSEDED SURVEY CONTROL
 QE2712
 QE2712.No superseded survey control is available for this station.
 QE2712
 QE2712_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ237300(NAD 83)
 QE2712_MARKER: DB = BENCH MARK DISK
 QE2712_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QE2712+WITH SETTING: INFORMATION.
 QE2712_SP_SET: SHALLOW-SET METAL ROD
 QE2712_STAMPING: 29 KJO 1979 126
 QE2712_MARK LOGO: USGS  
 QE2712_PROJECTION: PROJECTING 8 CENTIMETERS
 QE2712_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE2712_ROD/PIPE-DEPTH: 1.83 meters
 QE2712
 QE2712  HISTORY     - Date     Condition        Report By
 QE2712  HISTORY     - 1979     MONUMENTED       USGS
 QE2712
 QE2712                          STATION DESCRIPTION
 QE2712
 QE2712'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 QE2712'13.7 KM (8.50 MI) EAST FROM ONA BEACH STATE PARK.
 QE2712'ONA BEACH STATE PARK, 8.51 MI EAST OF.  120 FT SE OF CENTERLINE OF
 QE2712'TRACK RD JCT, 29 FT S OF CENTERLINE OF TRACK RD, 6 FT NW OF POWERPOLE
 QE2712'NL 121 AT ANGLE POINT.
 QE2712'THE MARK IS 21 FT BELOW TRACK RD JCT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0345 ***********************************************************************
 NX0345  DESIGNATION -  29 LRC
 NX0345  PID         -  NX0345
 NX0345  STATE/COUNTY-  OR/HARNEY
 NX0345  USGS QUAD   -  RED BANK LAKES (1971)
 NX0345
 NX0345                         *CURRENT SURVEY CONTROL
 NX0345  ___________________________________________________________________
 NX0345* NAD 83(1986)-  42 55 53.     (N)    119 44 12.     (W)     SCALED    
 NX0345* NAVD 88     -      1569.223  (meters)    5148.36   (feet)  ADJUSTED  
 NX0345  ___________________________________________________________________
 NX0345  GEOID HEIGHT-         -19.83  (meters)                     GEOID03
 NX0345  DYNAMIC HT  -        1568.315 (meters)    5145.38  (feet)  COMP
 NX0345  MODELED GRAV-     979,985.8   (mgal)                       NAVD 88
 NX0345
 NX0345  VERT ORDER  -  SECOND    CLASS 0
 NX0345
 NX0345.The horizontal coordinates were scaled from a topographic map and have
 NX0345.an estimated accuracy of +/- 6 seconds.
 NX0345
 NX0345.The orthometric height was determined by differential leveling
 NX0345.and adjusted in August 1995.
 NX0345
 NX0345.The geoid height was determined by GEOID03.
 NX0345
 NX0345.The dynamic height is computed by dividing the NAVD 88
 NX0345.geopotential number by the normal gravity value computed on the
 NX0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0345.degrees latitude (g = 980.6199 gals.).
 NX0345
 NX0345.The modeled gravity was interpolated from observed gravity values.
 NX0345
 NX0345;                    North         East    Units  Estimated Accuracy
 NX0345;SPC OR S     -   140,770.    1,562,310.      MT  (+/- 180 meters Scaled)
 NX0345
 NX0345                          SUPERSEDED SURVEY CONTROL
 NX0345
 NX0345.No superseded survey control is available for this station.
 NX0345
 NX0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKH766568(NAD 83)
 NX0345_MARKER: DB = BENCH MARK DISK
 NX0345_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NX0345+WITH SETTING: INFORMATION.
 NX0345_SP_SET: METAL ROD DRIVEN INTO GROUND
 NX0345_STAMPING: 29 LRC 1970 5144
 NX0345_MARK LOGO: USGS  
 NX0345_MAGNETIC: I = MARKER IS A STEEL ROD
 NX0345_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NX0345
 NX0345  HISTORY     - Date     Condition        Report By
 NX0345  HISTORY     - 1970     MONUMENTED       USGS
 NX0345
 NX0345                          STATION DESCRIPTION
 NX0345
 NX0345'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NX0345'FROM WAGONTIRE, OREGON, PROCEED 4.5 MILES SOUTHWEST ALONG U S HIGHWAY
 NX0345'395 TO DRY VALLEY ROAD, THENCE 23.1 MILES SOUTH ALONG DRY VALLEY ROAD
 NX0345'TO AN OLD SHEEP CORRAL, THENCE 1.9 MILES SOUTH ACROSS A PASTURE AND
 NX0345'UP A STEEP RIDGE ALONG A TRACK ROAD TO THE HIGHEST POINT OF A HILL,
 NX0345'0.5 MILE SOUTH OF A FENCE LINE, 20 FEET WEST OF THE CENTERLINE OF THE
 NX0345'ROAD, 3 FEET EAST OF A WITNESS POST.  THE ROD DEPTH IS UNKNOWN AND
 NX0345'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0471 ***********************************************************************
 RD0471  DESIGNATION -  29 RESET
 RD0471  PID         -  RD0471
 RD0471  STATE/COUNTY-  OR/MULTNOMAH
 RD0471  USGS QUAD   -  PORTLAND (1990)
 RD0471
 RD0471                         *CURRENT SURVEY CONTROL
 RD0471  ___________________________________________________________________
 RD0471* NAD 83(1986)-  45 31 46.     (N)    122 40 10.     (W)     SCALED    
 RD0471* NAVD 88     -        11.845  (meters)      38.86   (feet)  ADJUSTED  
 RD0471  ___________________________________________________________________
 RD0471  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 RD0471  DYNAMIC HT  -          11.845 (meters)      38.86  (feet)  COMP
 RD0471  MODELED GRAV-     980,624.7   (mgal)                       NAVD 88
 RD0471
 RD0471  VERT ORDER  -  FIRST     CLASS II
 RD0471
 RD0471.The horizontal coordinates were scaled from a topographic map and have
 RD0471.an estimated accuracy of +/- 6 seconds.
 RD0471
 RD0471.The orthometric height was determined by differential leveling
 RD0471.and adjusted in June 1991.
 RD0471
 RD0471.The geoid height was determined by GEOID03.
 RD0471
 RD0471.The dynamic height is computed by dividing the NAVD 88
 RD0471.geopotential number by the normal gravity value computed on the
 RD0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0471.degrees latitude (g = 980.6199 gals.).
 RD0471
 RD0471.The modeled gravity was interpolated from observed gravity values.
 RD0471
 RD0471;                    North         East    Units  Estimated Accuracy
 RD0471;SPC OR N     -   209,270.    2,330,560.      MT  (+/- 180 meters Scaled)
 RD0471
 RD0471                          SUPERSEDED SURVEY CONTROL
 RD0471
 RD0471.No superseded survey control is available for this station.
 RD0471
 RD0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER258418(NAD 83)
 RD0471_MARKER: DB = BENCH MARK DISK
 RD0471_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 RD0471_SP_SET: GRAIN ELEVATOR
 RD0471_STAMPING: 29 USGS RESET 1961
 RD0471_MARK LOGO: CGS   
 RD0471_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RD0471+STABILITY: POSITION/ELEVATION WELL
 RD0471_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RD0471+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2002
 RD0471
 RD0471  HISTORY     - Date     Condition        Report By
 RD0471  HISTORY     - 1961     MONUMENTED       CGS
 RD0471  HISTORY     - 1975     GOOD             NGS
 RD0471  HISTORY     - 1987     GOOD             NGS
 RD0471  HISTORY     - 1987     GOOD             NGS
 RD0471  HISTORY     - 1990     GOOD             USPSQD
 RD0471  HISTORY     - 19940420 GOOD             USPSQD
 RD0471  HISTORY     - 20021116 GOOD             USPSQD
 RD0471
 RD0471                          STATION DESCRIPTION
 RD0471
 RD0471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 RD0471'IN PORTLAND.
 RD0471'ON THE EAST BANK OF THE WILLAMETTE RIVER, AT THE NORTHWEST END OF
 RD0471'LOUIS DREYFUS CORPORATION ELEVATOR, 200 FEET SOUTH OF WHERE TWO SETS
 RD0471'OF TRACKS FORM A V, 80 FEET SOUTHWEST OF A DERAIL SWITCH, 11 FEET EAST
 RD0471'OF THE NEAREST RAIL OF A SIDE TRACK ALONG THE WEST SIDE OF THE
 RD0471'ELEVATOR, AND 2 FEET HIGHER THAN THE MACADAM SURFACED PARKING AREA, A
 RD0471'STANDARD DISK CEMENTED IN A DRILL HOLE IN THE CONCRETE FOUNDATION OF
 RD0471'THE ELEVATOR.
 RD0471
 RD0471                          STATION RECOVERY (1987)
 RD0471
 RD0471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD0471'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  0.2 KM
 RD0471'(0.10 MI) NORTHWESTERLY ALONG THE UNION PACIFIC RAILROAD FROM ITS
 RD0471'JUNCTION WITH THE EAST END OF STEEL BRIDGE IN PORTLAND, AT THE
 RD0471'NORTHWEST END OF THE LOC ELEVATOR, IN TOP OF THE WEST CORNER OF A
 RD0471'SHELF AT THE WEST CORNER OF A FOUNDATION FOR A STEEL SILO, 18.7 M
 RD0471'(61.4 FT) SOUTH-SOUTHWEST OF THE NEAR RAIL, 3.7 M (12.1 FT) NORTHEAST
 RD0471'OF THE NEAR RAIL, AND 0.15 M (0.5 FT) WEST OF THE WEST FACE OF THE
 RD0471'SILO.
 RD0471'THE MARK IS 0.5 M ABOVE THE GROUND.
 RD0471
 RD0471                          STATION RECOVERY (1987)
 RD0471
 RD0471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD0471'RECOVERED IN GOOD CONDITION.
 RD0471
 RD0471                          STATION RECOVERY (1990)
 RD0471
 RD0471'RECOVERY NOTE BY US POWER SQUADRON 1990 (FV)
 RD0471'RECOVERED IN GOOD CONDITION.
 RD0471
 RD0471                          STATION RECOVERY (1994)
 RD0471
 RD0471'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD0471'RECOVERED IN GOOD CONDITION.
 RD0471
 RD0471                          STATION RECOVERY (2002)
 RD0471
 RD0471'RECOVERY NOTE BY US POWER SQUADRON 2002
 RD0471'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0675 ***********************************************************************
 NW0675  DESIGNATION -  29 RTV
 NW0675  PID         -  NW0675
 NW0675  STATE/COUNTY-  OR/MALHEUR
 NW0675  USGS QUAD   -  PEACOCK LAKE (1982)
 NW0675
 NW0675                         *CURRENT SURVEY CONTROL
 NW0675  ___________________________________________________________________
 NW0675* NAD 83(1986)-  42 22 47.     (N)    117 29 45.     (W)     SCALED    
 NW0675* NAVD 88     -      1630.077  (meters)    5348.01   (feet)  ADJUSTED  
 NW0675  ___________________________________________________________________
 NW0675  GEOID HEIGHT-         -17.85  (meters)                     GEOID03
 NW0675  DYNAMIC HT  -        1629.012 (meters)    5344.52  (feet)  COMP
 NW0675  MODELED GRAV-     979,910.1   (mgal)                       NAVD 88
 NW0675
 NW0675  VERT ORDER  -  SECOND    CLASS 0
 NW0675
 NW0675.The horizontal coordinates were scaled from a topographic map and have
 NW0675.an estimated accuracy of +/- 6 seconds.
 NW0675
 NW0675.The orthometric height was determined by differential leveling
 NW0675.and adjusted in August 1995.
 NW0675
 NW0675.The geoid height was determined by GEOID03.
 NW0675
 NW0675.The dynamic height is computed by dividing the NAVD 88
 NW0675.geopotential number by the normal gravity value computed on the
 NW0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0675.degrees latitude (g = 980.6199 gals.).
 NW0675
 NW0675.The modeled gravity was interpolated from observed gravity values.
 NW0675
 NW0675;                    North         East    Units  Estimated Accuracy
 NW0675;SPC OR S     -    83,650.    1,747,360.      MT  (+/- 180 meters Scaled)
 NW0675
 NW0675                          SUPERSEDED SURVEY CONTROL
 NW0675
 NW0675.No superseded survey control is available for this station.
 NW0675
 NW0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG591920(NAD 83)
 NW0675_MARKER: DB = BENCH MARK DISK
 NW0675_SETTING: 66 = SET IN ROCK OUTCROP
 NW0675_SP_SET: BEDROCK
 NW0675_STAMPING: 29 RTV 1979
 NW0675_MARK LOGO: USGS  
 NW0675_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0675_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0675+STABILITY: POSITION/ELEVATION WELL
 NW0675
 NW0675  HISTORY     - Date     Condition        Report By
 NW0675  HISTORY     - 1979     MONUMENTED       USGS
 NW0675
 NW0675                          STATION DESCRIPTION
 NW0675
 NW0675'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 NW0675'FROM THE MCDERMITT, NEVADA POST OFFICE, PROCEED 15.3 MILES NORTH
 NW0675'ALONG U S HIGHWAY 95, THENCE 16.15 MILES EAST TO A ROAD JUNCTION TO
 NW0675'ANDERSON CROSSING, THENCE 8.0 MILES NORTHEAST TO A SMALL DITCH ON THE
 NW0675'WEST SIDE OF THE ROAD WHICH DRAINS NORTHWEST, 84 FEET EAST OF THE
 NW0675'CENTERLINE OF THE ROAD, SET ON 5 FEET OF COPPER-COATED ROD CEMENTED
 NW0675'IN BEDROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0386 ***********************************************************************
 NX0386  DESIGNATION -  29 STR
 NX0386  PID         -  NX0386
 NX0386  STATE/COUNTY-  OR/HARNEY
 NX0386  USGS QUAD   -  MICKEY SPRINGS (1981)
 NX0386
 NX0386                         *CURRENT SURVEY CONTROL
 NX0386  ___________________________________________________________________
 NX0386* NAD 83(1986)-  42 40 27.     (N)    118 22 16.     (W)     SCALED    
 NX0386* NAVD 88     -      1231.950  (meters)    4041.82   (feet)  ADJUSTED  
 NX0386  ___________________________________________________________________
 NX0386  GEOID HEIGHT-         -18.95  (meters)                     GEOID03
 NX0386  DYNAMIC HT  -        1231.237 (meters)    4039.48  (feet)  COMP
 NX0386  MODELED GRAV-     980,000.2   (mgal)                       NAVD 88
 NX0386
 NX0386  VERT ORDER  -  SECOND    CLASS 0
 NX0386
 NX0386.The horizontal coordinates were scaled from a topographic map and have
 NX0386.an estimated accuracy of +/- 6 seconds.
 NX0386
 NX0386.The orthometric height was determined by differential leveling
 NX0386.and adjusted in August 1995.
 NX0386
 NX0386.The geoid height was determined by GEOID03.
 NX0386
 NX0386.The dynamic height is computed by dividing the NAVD 88
 NX0386.geopotential number by the normal gravity value computed on the
 NX0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0386.degrees latitude (g = 980.6199 gals.).
 NX0386
 NX0386.The modeled gravity was interpolated from observed gravity values.
 NX0386
 NX0386;                    North         East    Units  Estimated Accuracy
 NX0386;SPC OR S     -   114,130.    1,674,480.      MT  (+/- 180 meters Scaled)
 NX0386
 NX0386                          SUPERSEDED SURVEY CONTROL
 NX0386
 NX0386.No superseded survey control is available for this station.
 NX0386
 NX0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH876255(NAD 83)
 NX0386_MARKER: DB = BENCH MARK DISK
 NX0386_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NX0386+WITH SETTING: INFORMATION.
 NX0386_SP_SET: SHALLOW-SET METAL ROD
 NX0386_STAMPING: 29 STR 1975 4038
 NX0386_MARK LOGO: USGS  
 NX0386_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NX0386
 NX0386  HISTORY     - Date     Condition        Report By
 NX0386  HISTORY     - 1975     MONUMENTED       USGS
 NX0386
 NX0386                          STATION DESCRIPTION
 NX0386
 NX0386'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 NX0386'15.6 KM (9.70 MI) NE FROM ALVORD RANCH.
 NX0386'ALVORD RANCH, 4.7 MI N OF, ALONG MAIN RD TO CATTLEGUARD, THENCE 0.1
 NX0386'MI S, THENCE 4.9 MI NE ALONG TRACK RD TO TRACK RD LEADING S TO DRY
 NX0386'LAKE BED.  42 FT SW OF JCT, 32 FT S OF MAIN RD.  SET ON COPPER-COATED
 NX0386'ROD OF UNRECORDED DEPTH, PROJECTING 0.3 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0837 ***********************************************************************
 PB0837  DESIGNATION -  29 TAM
 PB0837  PID         -  PB0837
 PB0837  STATE/COUNTY-  OR/LAKE
 PB0837  USGS QUAD   -  PETERS CREEK SINK (1982)
 PB0837
 PB0837                         *CURRENT SURVEY CONTROL
 PB0837  ___________________________________________________________________
 PB0837* NAD 83(1986)-  43 23 07.     (N)    120 35 50.     (W)     SCALED    
 PB0837* NAVD 88     -      1339.583  (meters)    4394.95   (feet)  ADJUSTED  
 PB0837  ___________________________________________________________________
 PB0837  GEOID HEIGHT-         -20.40  (meters)                     GEOID03
 PB0837  DYNAMIC HT  -        1338.891 (meters)    4392.68  (feet)  COMP
 PB0837  MODELED GRAV-     980,057.0   (mgal)                       NAVD 88
 PB0837
 PB0837  VERT ORDER  -  THIRD
 PB0837
 PB0837.The horizontal coordinates were scaled from a topographic map and have
 PB0837.an estimated accuracy of +/- 6 seconds.
 PB0837
 PB0837.The orthometric height was determined by differential leveling
 PB0837.and adjusted in August 1995.
 PB0837
 PB0837.The geoid height was determined by GEOID03.
 PB0837
 PB0837.The dynamic height is computed by dividing the NAVD 88
 PB0837.geopotential number by the normal gravity value computed on the
 PB0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0837.degrees latitude (g = 980.6199 gals.).
 PB0837
 PB0837.The modeled gravity was interpolated from observed gravity values.
 PB0837
 PB0837;                    North         East    Units  Estimated Accuracy
 PB0837;SPC OR S     -   190,910.    1,492,120.      MT  (+/- 180 meters Scaled)
 PB0837
 PB0837                          SUPERSEDED SURVEY CONTROL
 PB0837
 PB0837.No superseded survey control is available for this station.
 PB0837
 PB0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP946064(NAD 83)
 PB0837_MARKER: DB = BENCH MARK DISK
 PB0837_SETTING: 80 = SET IN A BOULDER
 PB0837_SP_SET: BOULDER
 PB0837_STAMPING: 29 TAM 1977 4391
 PB0837_MARK LOGO: USGS  
 PB0837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0837+STABILITY: SURFACE MOTION
 PB0837
 PB0837  HISTORY     - Date     Condition        Report By
 PB0837  HISTORY     - 1977     MONUMENTED       USGS
 PB0837
 PB0837                          STATION DESCRIPTION
 PB0837
 PB0837'DESCRIBED BY US GEOLOGICAL SURVEY 1977
 PB0837'22.5 KM (14.00 MI) NNE FROM CHRISTMAS VALLEY.
 PB0837'CHRISTMAS VALLEY PO, 2.0 MI E OF, THENCE 12.0 MI N ALONG MILLICAN RD.
 PB0837'IN SE CORNER OF SEC 19 T25S R18E, 220 FT S OF CURVE ON HILLCREST, IN
 PB0837'DIM ROAD BED, 143 FT E FROM LONE JUNIPER, 37 FT W OF RD, SET IN 3 FT
 PB0837'BY 4 FT BOULDER FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0084 ***********************************************************************
 RD0084  DESIGNATION -  29.02
 RD0084  PID         -  RD0084
 RD0084  STATE/COUNTY-  OR/MULTNOMAH
 RD0084  USGS QUAD   -  BRIDAL VEIL (1994)
 RD0084
 RD0084                         *CURRENT SURVEY CONTROL
 RD0084  ___________________________________________________________________
 RD0084* NAD 83(1986)-  45 34 32.     (N)    122 07 45.     (W)     SCALED    
 RD0084* NAVD 88     -        14.325  (meters)      47.00   (feet)  ADJUSTED  
 RD0084  ___________________________________________________________________
 RD0084  GEOID HEIGHT-         -22.09  (meters)                     GEOID03
 RD0084  DYNAMIC HT  -          14.325 (meters)      47.00  (feet)  COMP
 RD0084  MODELED GRAV-     980,585.5   (mgal)                       NAVD 88
 RD0084
 RD0084  VERT ORDER  -  FIRST     CLASS II
 RD0084
 RD0084.The horizontal coordinates were scaled from a topographic map and have
 RD0084.an estimated accuracy of +/- 6 seconds.
 RD0084
 RD0084.The orthometric height was determined by differential leveling
 RD0084.and adjusted in June 1991.
 RD0084
 RD0084.The geoid height was determined by GEOID03.
 RD0084
 RD0084.The dynamic height is computed by dividing the NAVD 88
 RD0084.geopotential number by the normal gravity value computed on the
 RD0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0084.degrees latitude (g = 980.6199 gals.).
 RD0084
 RD0084.The modeled gravity was interpolated from observed gravity values.
 RD0084
 RD0084;                    North         East    Units  Estimated Accuracy
 RD0084;SPC OR N     -   213,400.    2,372,860.      MT  (+/- 180 meters Scaled)
 RD0084
 RD0084                          SUPERSEDED SURVEY CONTROL
 RD0084
 RD0084  NGVD 29 (??/??/92)   13.309  (m)           43.66   (f) ADJ UNCH    1 2
 RD0084
 RD0084.Superseded values are not recommended for survey control.
 RD0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0084.See file dsdata.txt to determine how the superseded data were derived.
 RD0084
 RD0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER679472(NAD 83)
 RD0084_MARKER: B = BOLT
 RD0084_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RD0084_SP_SET: BRIDGE ABUTMENT
 RD0084_MARK LOGO: UPRR  
 RD0084_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RD0084
 RD0084  HISTORY     - Date     Condition        Report By
 RD0084  HISTORY     - UNK      MONUMENTED       UPRR
 RD0084  HISTORY     - 1956     GOOD             NGS
 RD0084  HISTORY     - 1987     GOOD             NGS
 RD0084  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 RD0084
 RD0084                          STATION DESCRIPTION
 RD0084
 RD0084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 RD0084'2.9 MI NE FROM BRIDAL VEIL.
 RD0084'2.7 MILES NORTHEAST ALONG U.S. HIGHWAY 30 FROM THE UNION PACIFIC
 RD0084'RAILROAD STATION AT BRIDAL VEIL, THENCE 0.2 MILE SOUTHEAST ALONG A
 RD0084'PAVED ROAD LEADING THROUGH BENSON STATE PARK, ALONG THE UNION PACIFIC
 RD0084'RAILROAD, AT THE SOUTHWEST CORNER OF BRIDGE 29.02 OVER WAHKEENA CREEK,
 RD0084'1.3 FEET NORTH OF THE SOUTH END OF THE CONCRETE ABUTMENT, 77.4 FEET
 RD0084'EAST OF MILEPOLE 29, 3.7 FEET SOUTH OF THE SOUTH RAIL, ABOUT 1/2 FOOT
 RD0084'LOWER THAN THE TOP OF THE RAIL, AND MARKED BY THE LETTERS B M IN
 RD0084'CONCRETE.
 RD0084
 RD0084                          STATION RECOVERY (1987)
 RD0084
 RD0084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD0084'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.1 KM
 RD0084'(2.55 MI) EAST ALONG INTERSTATE HIGHWAY 84 FROM THE OVERPASS AT EXIT
 RD0084'28 IN BRIDAL VEIL, THENCE 0.31 KM (0.20 MI) SOUTHEAST ALONG A PAVED
 RD0084'ROAD LEADING TO BENSON STATE PARK, THENCE 0.13 KM (0.10 MI) SOUTH AND
 RD0084'ACROSS COUNTRY ALONG WAHKEENA CREEK TO THE UNION PACIFIC RAILROAD, IN
 RD0084'TOP AND 0.5 M (1.6 FT) NORTH OF THE SOUTH END OF THE WEST ABUTMENT OF
 RD0084'A SMALL RAILROAD BRIDGE, 1.1 M (3.6 FT) SOUTH OF THE SOUTH RAIL.
 RD0084'NOTE--A METAL WALKWAY IS NOW OVER THE MARK.  INACCESSIBLE FOR
 RD0084'LEVELING.
 RD0084'THE MARK IS 0.2 M BELOW THE TRACKS.
 RD0084
 RD0084                          STATION RECOVERY (1990)
 RD0084
 RD0084'RECOVERY NOTE BY US POWER SQUADRON 1990 (FV)
 RD0084'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0089 ***********************************************************************
 RD0089  DESIGNATION -  29.65
 RD0089  PID         -  RD0089
 RD0089  STATE/COUNTY-  OR/MULTNOMAH
 RD0089  USGS QUAD   -  MULTNOMAH FALLS (1994)
 RD0089
 RD0089                         *CURRENT SURVEY CONTROL
 RD0089  ___________________________________________________________________
 RD0089* NAD 83(1986)-  45 34 37.     (N)    122 07 12.     (W)     SCALED    
 RD0089* NAVD 88     -        13.98   (+/-2cm)      45.9    (feet)  VERTCON   
 RD0089  ___________________________________________________________________
 RD0089  GEOID HEIGHT-         -22.07  (meters)                     GEOID03
 RD0089  VERT ORDER  -  ? (See Below)
 RD0089
 RD0089.The horizontal coordinates were scaled from a topographic map and have
 RD0089.an estimated accuracy of +/- 6 seconds.
 RD0089
 RD0089.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD0089.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD0089.The vertical order pertains to the NGVD 29 superseded value.
 RD0089
 RD0089.The geoid height was determined by GEOID03.
 RD0089
 RD0089;                    North         East    Units  Estimated Accuracy
 RD0089;SPC OR N     -   213,540.    2,373,580.      MT  (+/- 180 meters Scaled)
 RD0089
 RD0089                          SUPERSEDED SURVEY CONTROL
 RD0089
 RD0089  NGVD 29 (??/??/92)   12.961  (m)           42.52   (f) ADJ UNCH    ?  
 RD0089
 RD0089.Superseded values are not recommended for survey control.
 RD0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0089.See file dsdata.txt to determine how the superseded data were derived.
 RD0089
 RD0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER686474(NAD 83)
 RD0089_MARKER: O = CHISELED CIRCLE
 RD0089_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RD0089_SP_SET: BRIDGE
 RD0089_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RD0089
 RD0089  HISTORY     - Date     Condition        Report By
 RD0089  HISTORY     - UNK      MONUMENTED       UPRR
 RD0089  HISTORY     - 1957     MARK NOT FOUND   NGS
 RD0089  HISTORY     - 1987     MARK NOT FOUND   NGS
 RD0089
 RD0089                          STATION DESCRIPTION
 RD0089
 RD0089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 RD0089'IN MULTNOMAH FALLS.
 RD0089'AT MULTNOMAH FALLS, MULTNOMAH COUNTY, THE SOUTHWEST CORNER OF THE
 RD0089'UNION PACIFIC RAILROAD BRIDGE OVER MULTNOMAH CREEK, ON THE TOP OF THE
 RD0089'CONCRETE WING WALL, 2 FEET FROM THE EAST END, AND ABOUT 75 FEET NORTH
 RD0089'OF THE COLUMBIA RIVER HIGHWAY (U.S. 30).  A CHISSELED CIRCLE.
 RD0089
 RD0089                          STATION RECOVERY (1987)
 RD0089
 RD0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD0089'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0897 ***********************************************************************
 QE0897  DESIGNATION -  291 B
 QE0897  PID         -  QE0897
 QE0897  STATE/COUNTY-  OR/LINN
 QE0897  USGS QUAD   -  INDIAN HEAD (1969)
 QE0897
 QE0897                         *CURRENT SURVEY CONTROL
 QE0897  ___________________________________________________________________
 QE0897* NAD 83(1986)-  44 20 37.     (N)    123 06 28.     (W)     SCALED    
 QE0897* NAVD 88     -        90.180  (meters)     295.87   (feet)  POSTED    
 QE0897  ___________________________________________________________________
 QE0897  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 QE0897  DYNAMIC HT  -          90.170 (meters)     295.83  (feet)  COMP
 QE0897  MODELED GRAV-     980,519.8   (mgal)                       NAVD 88
 QE0897
 QE0897  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 QE0897
 QE0897.The horizontal coordinates were scaled from a topographic map and have
 QE0897.an estimated accuracy of +/- 6 seconds.
 QE0897
 QE0897.The orthometric height was determined by differential leveling
 QE0897.and adjusted by the  in 1992.
 QE0897.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 QE0897.rate of 1.1 thru 2.0 mm/km.
 QE0897
 QE0897.The geoid height was determined by GEOID03.
 QE0897
 QE0897.The dynamic height is computed by dividing the NAVD 88
 QE0897.geopotential number by the normal gravity value computed on the
 QE0897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0897.degrees latitude (g = 980.6199 gals.).
 QE0897
 QE0897.The modeled gravity was interpolated from observed gravity values.
 QE0897
 QE0897;                    North         East    Units  Estimated Accuracy
 QE0897;SPC OR N     -    78,580.    2,292,090.      MT  (+/- 180 meters Scaled)
 QE0897
 QE0897                          SUPERSEDED SURVEY CONTROL
 QE0897
 QE0897  NGVD 29 (??/??/92)   89.142  (m)          292.46   (f) ADJ UNCH    1 2
 QE0897
 QE0897.Superseded values are not recommended for survey control.
 QE0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0897.See file dsdata.txt to determine how the superseded data were derived.
 QE0897
 QE0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ914100(NAD 83)
 QE0897_MARKER: P = PIPE CAP
 QE0897_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QE0897_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QE0897_STAMPING: 292.053 291 B 1903 1934
 QE0897_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0897
 QE0897  HISTORY     - Date     Condition        Report By
 QE0897  HISTORY     - 1934     MONUMENTED       USGS
 QE0897  HISTORY     - 1934     GOOD             NGS
 QE0897  HISTORY     - 1987     MARK NOT FOUND   NGS
 QE0897
 QE0897                          STATION DESCRIPTION
 QE0897
 QE0897'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QE0897'2.8 MI S FROM HALSEY.
 QE0897'ABOUT 2.8 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM
 QE0897'HALSEY, LINN COUNTY, ABOUT 200 FEET SOUTH OF MILE POST 671, OPPOSITE
 QE0897'PACIFIC HIGHWAY MILEAGE 98.8, 453 FEET SOUTH OF AN OPEN WOOD CULVERT,
 QE0897'25.4 FEET EAST OF THE TRACK CENTERLINE.  A UNITED STATES GEOLOGICAL
 QE0897'SURVEY STANDARD CAP STAMPED 293.053 291 B 1903 1934 AND RIVETED ON A 3
 QE0897'1/2 INCH IRON PIPE ENCASED IN CONCRETE AND PROJECTING 10 INCHES ABOVE
 QE0897'THE GROUND.
 QE0897
 QE0897                          STATION RECOVERY (1987)
 QE0897
 QE0897'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE0897'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0606 ***********************************************************************
 RA0606  DESIGNATION -  2921
 RA0606  PID         -  RA0606
 RA0606  STATE/COUNTY-  OR/WALLOWA
 RA0606  USGS QUAD   -  TROY (1995)
 RA0606
 RA0606                         *CURRENT SURVEY CONTROL
 RA0606  ___________________________________________________________________
 RA0606* NAD 83(1986)-  45 55 37.     (N)    117 25 02.     (W)     SCALED    
 RA0606* NAVD 88     -       890.892  (meters)    2922.87   (feet)  ADJUSTED  
 RA0606  ___________________________________________________________________
 RA0606  GEOID HEIGHT-         -17.54  (meters)                     GEOID03
 RA0606  DYNAMIC HT  -         890.761 (meters)    2922.44  (feet)  COMP
 RA0606  MODELED GRAV-     980,438.5   (mgal)                       NAVD 88
 RA0606
 RA0606  VERT ORDER  -  SECOND    CLASS 0
 RA0606
 RA0606.The horizontal coordinates were scaled from a topographic map and have
 RA0606.an estimated accuracy of +/- 6 seconds.
 RA0606
 RA0606.The orthometric height was determined by differential leveling
 RA0606.and adjusted in June 1991.
 RA0606
 RA0606.The geoid height was determined by GEOID03.
 RA0606
 RA0606.The dynamic height is computed by dividing the NAVD 88
 RA0606.geopotential number by the normal gravity value computed on the
 RA0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0606.degrees latitude (g = 980.6199 gals.).
 RA0606
 RA0606.The modeled gravity was interpolated from observed gravity values.
 RA0606
 RA0606;                    North         East    Units  Estimated Accuracy
 RA0606;SPC OR N     -   255,740.    2,739,050.      MT  (+/- 180 meters Scaled)
 RA0606
 RA0606                          SUPERSEDED SURVEY CONTROL
 RA0606
 RA0606  NGVD 29 (??/??/92)  889.832  (m)         2919.39   (f) ADJ UNCH    2 0
 RA0606
 RA0606.Superseded values are not recommended for survey control.
 RA0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0606.See file dsdata.txt to determine how the superseded data were derived.
 RA0606
 RA0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML676860(NAD 83)
 RA0606_MARKER: DD = SURVEY DISK
 RA0606_SETTING: 80 = SET IN A BOULDER
 RA0606_SP_SET: BOULDER
 RA0606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0606+STABILITY: SURFACE MOTION
 RA0606
 RA0606  HISTORY     - Date     Condition        Report By
 RA0606  HISTORY     - UNK      MONUMENTED       USGS
 RA0606  HISTORY     - 1945     GOOD             NGS
 RA0606
 RA0606                          STATION DESCRIPTION
 RA0606
 RA0606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 RA0606'3.3 MI SE FROM TROY.
 RA0606'3.3 MILES SOUTHEAST OF TROY POST OFFICE, ALONG TROY-FLORA ROAD, 28
 RA0606'FEET NORTH OF CENTER OF A GATE TO A FARM ROAD, 27.4 FEET NORTH OF G
 RA0606'409,30.4 FEET NORTHEAST OF A TELEPHONE POLE WHICH IS ALSO A FENCE
 RA0606'CORNER, 6 FEET WEST OF THE CENTER LINE OF A RIGHT ANGLE TURN IN THE
 RA0606'ROAD.  A CHISELED SQUARE IN THE TOP OF AN EMBEDDED BOULDER FLUSH WITH
 RA0606'THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0962 ***********************************************************************
 QD0962  DESIGNATION -  2922
 QD0962  PID         -  QD0962
 QD0962  STATE/COUNTY-  OR/DESCHUTES
 QD0962  USGS QUAD   -  CLINE FALLS (1962)
 QD0962
 QD0962                         *CURRENT SURVEY CONTROL
 QD0962  ___________________________________________________________________
 QD0962* NAD 83(1986)-  44 16 44.     (N)    121 15 31.     (W)     SCALED    
 QD0962* NAVD 88     -       891.520  (meters)    2924.93   (feet)  POSTED    
 QD0962  ___________________________________________________________________
 QD0962  GEOID HEIGHT-         -21.26  (meters)                     GEOID03
 QD0962  DYNAMIC HT  -         891.220 (meters)    2923.94  (feet)  COMP
 QD0962  MODELED GRAV-     980,256.3   (mgal)                       NAVD 88
 QD0962
 QD0962  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 QD0962
 QD0962.The horizontal coordinates were scaled from a topographic map and have
 QD0962.an estimated accuracy of +/- 6 seconds.
 QD0962
 QD0962.The orthometric height was determined by differential leveling
 QD0962.and adjusted by the  in 1992.
 QD0962.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 QD0962.rate of 1.1 thru 2.0 mm/km.
 QD0962
 QD0962.The geoid height was determined by GEOID03.
 QD0962
 QD0962.The dynamic height is computed by dividing the NAVD 88
 QD0962.geopotential number by the normal gravity value computed on the
 QD0962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0962.degrees latitude (g = 980.6199 gals.).
 QD0962
 QD0962.The modeled gravity was interpolated from observed gravity values.
 QD0962
 QD0962;                    North         East    Units  Estimated Accuracy
 QD0962;SPC OR S     -   290,470.    1,439,440.      MT  (+/- 180 meters Scaled)
 QD0962
 QD0962                          SUPERSEDED SURVEY CONTROL
 QD0962
 QD0962  NGVD 29 (??/??/92)  890.422  (m)         2921.33   (f) ADJ UNCH    1 2
 QD0962
 QD0962.Superseded values are not recommended for survey control.
 QD0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0962.See file dsdata.txt to determine how the superseded data were derived.
 QD0962
 QD0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ389043(NAD 83)
 QD0962_MARKER: Q = CHISELED SQUARE
 QD0962_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QD0962_SP_SET: CULVERT
 QD0962_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0962
 QD0962  HISTORY     - Date     Condition        Report By
 QD0962  HISTORY     - UNK      MONUMENTED       PG+E
 QD0962  HISTORY     - 1920     GOOD             NGS
 QD0962  HISTORY     - 1987     MARK NOT FOUND   NGS
 QD0962
 QD0962                          STATION DESCRIPTION
 QD0962
 QD0962'DESCRIBED BY NATIONAL GEODETIC SURVEY 1920
 QD0962'0.3 MI W FROM CLINE FALLS.
 QD0962'ABOUT 0.3 MILE WEST ALONG THE MCKENZIE HIGHWAY (US 28) FROM CLINE
 QD0962'FALLS, 60 FEET WEST OF THE HIGHWAY, AT A CONCRETE CULVERT UNDER A
 QD0962'PRIVATE ROAD, AND ON THE TOP OF THE SOUTH HEAD WALL.  A CHISELED
 QD0962'SQUARE.
 QD0962
 QD0962                          STATION RECOVERY (1987)
 QD0962
 QD0962'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QD0962'A THOROUGH SEARCH WAS MADE WITH NO EVIDENCE IF THE CHISELED SQUARE
 QD0962'FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0961 ***********************************************************************
 QD0961  DESIGNATION -  2926
 QD0961  PID         -  QD0961
 QD0961  STATE/COUNTY-  OR/DESCHUTES
 QD0961  USGS QUAD   -  CLINE FALLS (1962)
 QD0961
 QD0961                         *CURRENT SURVEY CONTROL
 QD0961  ___________________________________________________________________
 QD0961* NAD 83(1986)-  44 17 06.     (N)    121 16 41.     (W)     SCALED    
 QD0961* NAVD 88     -       892.753  (meters)    2928.97   (feet)  POSTED    
 QD0961  ___________________________________________________________________
 QD0961  GEOID HEIGHT-         -21.29  (meters)                     GEOID03
 QD0961  DYNAMIC HT  -         892.450 (meters)    2927.98  (feet)  COMP
 QD0961  MODELED GRAV-     980,252.3   (mgal)                       NAVD 88
 QD0961
 QD0961  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 QD0961
 QD0961.The horizontal coordinates were scaled from a topographic map and have
 QD0961.an estimated accuracy of +/- 6 seconds.
 QD0961
 QD0961.The orthometric height was determined by differential leveling
 QD0961.and adjusted by the  in 1992.
 QD0961.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 QD0961.rate of 0.0 thru 1.0 mm/km.
 QD0961
 QD0961.The geoid height was determined by GEOID03.
 QD0961
 QD0961.The dynamic height is computed by dividing the NAVD 88
 QD0961.geopotential number by the normal gravity value computed on the
 QD0961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0961.degrees latitude (g = 980.6199 gals.).
 QD0961
 QD0961.The modeled gravity was interpolated from observed gravity values.
 QD0961
 QD0961;                    North         East    Units  Estimated Accuracy
 QD0961;SPC OR S     -   291,160.    1,437,890.      MT  (+/- 180 meters Scaled)
 QD0961
 QD0961                          SUPERSEDED SURVEY CONTROL
 QD0961
 QD0961  NGVD 29 (??/??/92)  891.653  (m)         2925.36   (f) ADJ UNCH    1 2
 QD0961
 QD0961.Superseded values are not recommended for survey control.
 QD0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0961.See file dsdata.txt to determine how the superseded data were derived.
 QD0961
 QD0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ373049(NAD 83)
 QD0961_MARKER: B = BOLT
 QD0961_SETTING: 66 = SET IN ROCK OUTCROP
 QD0961_SP_SET: ROCK
 QD0961_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QD0961+STABILITY: POSITION/ELEVATION WELL
 QD0961
 QD0961  HISTORY     - Date     Condition        Report By
 QD0961  HISTORY     - UNK      MONUMENTED       ORDT
 QD0961  HISTORY     - 1930     GOOD             NGS
 QD0961  HISTORY     - 1957     GOOD             LOCENG
 QD0961  HISTORY     - 1987     MARK NOT FOUND   NGS
 QD0961
 QD0961                          STATION DESCRIPTION
 QD0961
 QD0961'DESCRIBED BY NATIONAL GEODETIC SURVEY 1930
 QD0961'5.4 MI W FROM REDMOND.
 QD0961'5.4 MILES WEST OF REDMOND, ABOUT 1.2 MILES WEST OF DESCHUTES RIVER
 QD0961'BRIDGE ON OLD MCKINZIE HIGHWAY.  BOLT IN ROCK 45 FEET SOUTH OF OLD
 QD0961'CENTERLINE, 360 FEET N OF STA 17+50.
 QD0961
 QD0961                          STATION RECOVERY (1957)
 QD0961
 QD0961'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1957
 QD0961'RECOVERED IN GOOD CONDITION.
 QD0961
 QD0961                          STATION RECOVERY (1987)
 QD0961
 QD0961'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QD0961'AFTER A THOROUGH SEARCH NO EVIDENCE OF THE MARK WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0886 ***********************************************************************
 RA0886  DESIGNATION -  2935 A
 RA0886  PID         -  RA0886
 RA0886  STATE/COUNTY-  OR/WALLOWA
 RA0886  USGS QUAD   -  WALLOWA (1984)
 RA0886
 RA0886                         *CURRENT SURVEY CONTROL
 RA0886  ___________________________________________________________________
 RA0886* NAD 83(1986)-  45 34 15.     (N)    117 31 53.     (W)     SCALED    
 RA0886* NAVD 88     -       897.440  (meters)    2944.35   (feet)  ADJUSTED  
 RA0886  ___________________________________________________________________
 RA0886  GEOID HEIGHT-         -17.03  (meters)                     GEOID03
 RA0886  DYNAMIC HT  -         897.248 (meters)    2943.72  (feet)  COMP
 RA0886  MODELED GRAV-     980,372.1   (mgal)                       NAVD 88
 RA0886
 RA0886  VERT ORDER  -  SECOND    CLASS 0
 RA0886
 RA0886.The horizontal coordinates were scaled from a topographic map and have
 RA0886.an estimated accuracy of +/- 6 seconds.
 RA0886
 RA0886.The orthometric height was determined by differential leveling
 RA0886.and adjusted in June 1991.
 RA0886
 RA0886.The geoid height was determined by GEOID03.
 RA0886
 RA0886.The dynamic height is computed by dividing the NAVD 88
 RA0886.geopotential number by the normal gravity value computed on the
 RA0886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0886.degrees latitude (g = 980.6199 gals.).
 RA0886
 RA0886.The modeled gravity was interpolated from observed gravity values.
 RA0886
 RA0886;                    North         East    Units  Estimated Accuracy
 RA0886;SPC OR N     -   215,850.    2,731,660.      MT  (+/- 180 meters Scaled)
 RA0886
 RA0886                          SUPERSEDED SURVEY CONTROL
 RA0886
 RA0886  NGVD 29 (??/??/92)  896.322  (m)         2940.68   (f) ADJ UNCH    2 0
 RA0886
 RA0886.Superseded values are not recommended for survey control.
 RA0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0886.See file dsdata.txt to determine how the superseded data were derived.
 RA0886
 RA0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML585465(NAD 83)
 RA0886_MARKER: DB = BENCH MARK DISK
 RA0886_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RA0886_SP_SET: CYLINDER
 RA0886_STAMPING: U.S.G.S. 2935 A
 RA0886_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RA0886
 RA0886  HISTORY     - Date     Condition        Report By
 RA0886  HISTORY     - UNK      MONUMENTED       USGS
 RA0886  HISTORY     - 1934     GOOD             NGS
 RA0886  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RA0886
 RA0886                          STATION DESCRIPTION
 RA0886
 RA0886'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RA0886'IN WALLOWA.
 RA0886'SET IN THE N.E. CORNER OF PUBLIC SCHOOL YARD, 129 FEET WEST OF THE
 RA0886'CENTERLINE OF THE HIGHWAY.
 RA0886
 RA0886                          STATION RECOVERY (1988)
 RA0886
 RA0886'RECOVERY NOTE BY US POWER SQUADRON 1988 (RCC)
 RA0886'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0448 ***********************************************************************
 QD0448  DESIGNATION -  2938
 QD0448  PID         -  QD0448
 QD0448  STATE/COUNTY-  OR/JEFFERSON
 QD0448  USGS QUAD   -  BREWER RESERVOIR (1992)
 QD0448
 QD0448                         *CURRENT SURVEY CONTROL
 QD0448  ___________________________________________________________________
 QD0448* NAD 83(1986)-  44 37 05.     (N)    120 56 19.     (W)     SCALED    
 QD0448* NAVD 88     -       899.064  (meters)    2949.68   (feet)  ADJUSTED  
 QD0448  ___________________________________________________________________
 QD0448  GEOID HEIGHT-         -20.63  (meters)                     GEOID03
 QD0448  DYNAMIC HT  -         898.820 (meters)    2948.88  (feet)  COMP
 QD0448  MODELED GRAV-     980,315.2   (mgal)                       NAVD 88
 QD0448
 QD0448  VERT ORDER  -  FIRST     CLASS II
 QD0448
 QD0448.The horizontal coordinates were scaled from a topographic map and have
 QD0448.an estimated accuracy of +/- 6 seconds.
 QD0448
 QD0448.The orthometric height was determined by differential leveling
 QD0448.and adjusted in June 1991.
 QD0448
 QD0448.The geoid height was determined by GEOID03.
 QD0448
 QD0448.The dynamic height is computed by dividing the NAVD 88
 QD0448.geopotential number by the normal gravity value computed on the
 QD0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0448.degrees latitude (g = 980.6199 gals.).
 QD0448
 QD0448.The modeled gravity was interpolated from observed gravity values.
 QD0448
 QD0448;                    North         East    Units  Estimated Accuracy
 QD0448;SPC OR N     -   105,820.    2,465,190.      MT  (+/- 180 meters Scaled)
 QD0448
 QD0448                          SUPERSEDED SURVEY CONTROL
 QD0448
 QD0448  NGVD 29 (??/??/92)  897.963  (m)         2946.07   (f) ADJ UNCH    1 2
 QD0448
 QD0448.Superseded values are not recommended for survey control.
 QD0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0448.See file dsdata.txt to determine how the superseded data were derived.
 QD0448
 QD0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ635425(NAD 83)
 QD0448_MARKER: P = PIPE CAP
 QD0448_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QD0448_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QD0448_STAMPING: 2946.595 H 1904
 QD0448_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0448
 QD0448  HISTORY     - Date     Condition        Report By
 QD0448  HISTORY     - 1904     MONUMENTED       USGS
 QD0448  HISTORY     - 1936     GOOD             NGS
 QD0448  HISTORY     - 1962     MARK NOT FOUND   NGS
 QD0448
 QD0448                          STATION DESCRIPTION
 QD0448
 QD0448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 QD0448'IN HAY CREEK.
 QD0448'0.15 MILE SOUTH OF NORTH MAIN ENTRANCE TO HAY CREEK RANCH BUILDINGS.
 QD0448'100 FEET SOUTHEAST OF HAY CREEK STORE HOUSE.  45 FEET NORTHEAST OF
 QD0448'CENTER LINE OF CURVE WHERE ROAD TURNS TO BARNS.  4 FEET SOUTHWEST OF
 QD0448'WEST END TREE OF A ROW OF POPULAR TREES AT SOUTH END OF YARD.  NEARLY
 QD0448'FLUSH WITH BANK OF SMALL DITCH.
 QD0448
 QD0448                          STATION RECOVERY (1962)
 QD0448
 QD0448'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 QD0448'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1479 ***********************************************************************
 RC1479  DESIGNATION -  2940
 RC1479  PID         -  RC1479
 RC1479  STATE/COUNTY-  OR/CLACKAMAS
 RC1479  USGS QUAD   -  TIMOTHY LAKE (1997)
 RC1479
 RC1479                         *CURRENT SURVEY CONTROL
 RC1479  ___________________________________________________________________
 RC1479* NAD 83(1986)-  45 06 11.     (N)    121 50 31.     (W)     SCALED    
 RC1479* NAVD 88     -       897.476  (meters)    2944.47   (feet)  ADJUSTED  
 RC1479  ___________________________________________________________________
 RC1479  GEOID HEIGHT-         -21.16  (meters)                     GEOID03
 RC1479  DYNAMIC HT  -         897.256 (meters)    2943.75  (feet)  COMP
 RC1479  MODELED GRAV-     980,341.7   (mgal)                       NAVD 88
 RC1479
 RC1479  VERT ORDER  -  SECOND    CLASS 0
 RC1479
 RC1479.The horizontal coordinates were scaled from a topographic map and have
 RC1479.an estimated accuracy of +/- 6 seconds.
 RC1479
 RC1479.The orthometric height was determined by differential leveling
 RC1479.and adjusted in June 1991.
 RC1479
 RC1479.The geoid height was determined by GEOID03.
 RC1479
 RC1479.The dynamic height is computed by dividing the NAVD 88
 RC1479.geopotential number by the normal gravity value computed on the
 RC1479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1479.degrees latitude (g = 980.6199 gals.).
 RC1479
 RC1479.The modeled gravity was interpolated from observed gravity values.
 RC1479
 RC1479;                    North         East    Units  Estimated Accuracy
 RC1479;SPC OR N     -   160,490.    2,394,400.      MT  (+/- 180 meters Scaled)
 RC1479
 RC1479                          SUPERSEDED SURVEY CONTROL
 RC1479
 RC1479  NGVD 29 (??/??/92)  896.364  (m)         2940.82   (f) ADJ UNCH    2 0
 RC1479
 RC1479.Superseded values are not recommended for survey control.
 RC1479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1479.See file dsdata.txt to determine how the superseded data were derived.
 RC1479
 RC1479_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ911950(NAD 83)
 RC1479_MARKER: DD = SURVEY DISK
 RC1479_SETTING: 80 = SET IN A BOULDER
 RC1479_SP_SET: BOULDER
 RC1479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1479+STABILITY: SURFACE MOTION
 RC1479
 RC1479  HISTORY     - Date     Condition        Report By
 RC1479  HISTORY     - UNK      MONUMENTED       USGS
 RC1479  HISTORY     - 1946     GOOD             NGS
 RC1479  HISTORY     - 19551019 MARK NOT FOUND   USPSQD
 RC1479
 RC1479                          STATION DESCRIPTION
 RC1479
 RC1479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RC1479'6.0 MI W FROM CLACKAMAS RANGER STA.
 RC1479'ABOUT 6.0 MILES WEST ALONG THE OAK GROVE FOREST SERVICE TRAIL FROM THE
 RC1479'CLACKAMAS RANGER STATION, AT A SMALL ROCKY CREEK, 27 FEET NORTHWEST OF
 RC1479'THE CENTER OF THE ROCKY CREEK, 5 FEET NORTH OF THE CENTER LINE OF THE
 RC1479'TRAIL, SET IN TOP OF A LARGE FLAT BOULDER WHICH PROJECTS ABOUT 3 FEET
 RC1479'ABOVE THE SURFACE OF THE TRAIL, USGS BM 2939.76 PAINTED ON THE
 RC1479'SOUTHEAST SIDE OF THE BOULDER WHICH CAN EASILY BE SEEN FROM THE TRAIL.
 RC1479
 RC1479                          STATION RECOVERY (1955)
 RC1479
 RC1479'RECOVERY NOTE BY US POWER SQUADRON 1955 (RKR)
 RC1479'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0307 ***********************************************************************
 RC0307  DESIGNATION -  2946
 RC0307  PID         -  RC0307
 RC0307  STATE/COUNTY-  OR/GILLIAM
 RC0307  USGS QUAD   -  FOSSIL NORTH (1970)
 RC0307
 RC0307                         *CURRENT SURVEY CONTROL
 RC0307  ___________________________________________________________________
 RC0307* NAD 83(1986)-  45 04 58.     (N)    120 11 34.     (W)     SCALED    
 RC0307* NAVD 88     -       899.076  (meters)    2949.72   (feet)  ADJUSTED  
 RC0307  ___________________________________________________________________
 RC0307  GEOID HEIGHT-         -20.27  (meters)                     GEOID03
 RC0307  DYNAMIC HT  -         898.866 (meters)    2949.03  (feet)  COMP
 RC0307  MODELED GRAV-     980,352.1   (mgal)                       NAVD 88
 RC0307
 RC0307  VERT ORDER  -  FIRST     CLASS II
 RC0307
 RC0307.The horizontal coordinates were scaled from a topographic map and have
 RC0307.an estimated accuracy of +/- 6 seconds.
 RC0307
 RC0307.The orthometric height was determined by differential leveling
 RC0307.and adjusted in June 1991.
 RC0307
 RC0307.The geoid height was determined by GEOID03.
 RC0307
 RC0307.The dynamic height is computed by dividing the NAVD 88
 RC0307.geopotential number by the normal gravity value computed on the
 RC0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0307.degrees latitude (g = 980.6199 gals.).
 RC0307
 RC0307.The modeled gravity was interpolated from observed gravity values.
 RC0307
 RC0307;                    North         East    Units  Estimated Accuracy
 RC0307;SPC OR N     -   157,410.    2,524,190.      MT  (+/- 180 meters Scaled)
 RC0307
 RC0307                          SUPERSEDED SURVEY CONTROL
 RC0307
 RC0307  NGVD 29 (??/??/92)  897.960  (m)         2946.06   (f) ADJ UNCH    1 2
 RC0307
 RC0307.Superseded values are not recommended for survey control.
 RC0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0307.See file dsdata.txt to determine how the superseded data were derived.
 RC0307
 RC0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGQ209959(NAD 83)
 RC0307_MARKER: DD = SURVEY DISK
 RC0307_SETTING: 0 = UNSPECIFIED SETTING
 RC0307_STAMPING: 2946.221 6 1914
 RC0307_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC0307
 RC0307  HISTORY     - Date     Condition        Report By
 RC0307  HISTORY     - 1914     MONUMENTED       USGS
 RC0307  HISTORY     - 1963     GOOD             NGS
 RC0307  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RC0307
 RC0307                          STATION DESCRIPTION
 RC0307
 RC0307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 RC0307'IN MAYVILLE.
 RC0307'0.1 MILE NORTH OF THE MAYVILLE POST OFFICE, 93 FEET WEST OF A POWER
 RC0307'POLE WHERE THE POWER LINE MAKES A RIGHT ANGLE, 47 FEET WEST OF THE
 RC0307'CENTER OF STATE HIGHWAY 19, 30 FEET NORTH OF THE CENTER OF A MACADAM
 RC0307'STREET, 10 FEET SOUTHWEST OF A FENCE CORNER, 2 FEET SOUTH OF A FENCE
 RC0307'AND 0.5 FOOT WEST OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 6
 RC0307'INCHES.
 RC0307
 RC0307                          STATION RECOVERY (1987)
 RC0307
 RC0307'RECOVERY NOTE BY US POWER SQUADRON 1987 (RCC)
 RC0307'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0618 ***********************************************************************
 RB0618  DESIGNATION -  295
 RB0618  PID         -  RB0618
 RB0618  STATE/COUNTY-  OR/UMATILLA
 RB0618  USGS QUAD   -  UMATILLA (1993)
 RB0618
 RB0618                         *CURRENT SURVEY CONTROL
 RB0618  ___________________________________________________________________
 RB0618* NAD 83(1986)-  45 54 54.     (N)    119 21 10.     (W)     SCALED    
 RB0618* NAVD 88     -        91.079  (meters)     298.81   (feet)  ADJUSTED  
 RB0618  ___________________________________________________________________
 RB0618  GEOID HEIGHT-         -21.76  (meters)                     GEOID03
 RB0618  DYNAMIC HT  -          91.079 (meters)     298.81  (feet)  COMP
 RB0618  MODELED GRAV-     980,620.7   (mgal)                       NAVD 88
 RB0618
 RB0618  VERT ORDER  -  FIRST     CLASS I
 RB0618
 RB0618.The horizontal coordinates were scaled from a topographic map and have
 RB0618.an estimated accuracy of +/- 6 seconds.
 RB0618
 RB0618.The orthometric height was determined by differential leveling
 RB0618.and adjusted in June 1991.
 RB0618
 RB0618.The geoid height was determined by GEOID03.
 RB0618
 RB0618.The dynamic height is computed by dividing the NAVD 88
 RB0618.geopotential number by the normal gravity value computed on the
 RB0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0618.degrees latitude (g = 980.6199 gals.).
 RB0618
 RB0618.The modeled gravity was interpolated from observed gravity values.
 RB0618
 RB0618;                    North         East    Units  Estimated Accuracy
 RB0618;SPC OR N     -   250,480.    2,589,000.      MT  (+/- 180 meters Scaled)
 RB0618
 RB0618                          SUPERSEDED SURVEY CONTROL
 RB0618
 RB0618  NGVD 29 (??/??/92)   90.077  (m)          295.53   (f) ADJ UNCH    1 1
 RB0618
 RB0618.Superseded values are not recommended for survey control.
 RB0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0618.See file dsdata.txt to determine how the superseded data were derived.
 RB0618
 RB0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL175872(NAD 83)
 RB0618_MARKER: B = BOLT
 RB0618_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RB0618_SP_SET: BRIDGE
 RB0618_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RB0618_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RB0618+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2004
 RB0618
 RB0618  HISTORY     - Date     Condition        Report By
 RB0618  HISTORY     - UNK      MONUMENTED       ORDT
 RB0618  HISTORY     - 1968     GOOD             NGS
 RB0618  HISTORY     - 1989     GOOD             USPSQD
 RB0618  HISTORY     - 20040904 GOOD             USPSQD
 RB0618
 RB0618                          STATION DESCRIPTION
 RB0618
 RB0618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RB0618'0.5 MI W FROM UMATILLA.
 RB0618'0.5 MILE WEST ALONG U.S. HIGHWAY 730 FROM THE POST OFFICE AT UMATILLA,
 RB0618'IN R28E T5N, SECTION 18, IN THE TOP OF THE SOUTHWEST CONCRETE WING
 RB0618'WALL OF A CONCRETE BRIDGE OVER THE UMATILLA RIVER, 21 FEET SOUTH OF
 RB0618'THE CENTER LINE OF THE HIGHWAY, 1.3 FEET NORTHEAST OF THE SOUTHWEST
 RB0618'END OF THE WING WALL, AND ABOUT LEVEL WITH THE HIGHWAY.
 RB0618
 RB0618                          STATION RECOVERY (1989)
 RB0618
 RB0618'RECOVERY NOTE BY US POWER SQUADRON 1989 (RCC)
 RB0618'RECOVERED IN GOOD CONDITION.
 RB0618
 RB0618                          STATION RECOVERY (2004)
 RB0618
 RB0618'RECOVERY NOTE BY US POWER SQUADRON 2004 (DAF)
 RB0618'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0017 ***********************************************************************
 QD0017  DESIGNATION -  2958
 QD0017  PID         -  QD0017
 QD0017  STATE/COUNTY-  OR/WHEELER
 QD0017  USGS QUAD   -  MITCHELL (1992)
 QD0017
 QD0017                         *CURRENT SURVEY CONTROL
 QD0017  ___________________________________________________________________
 QD0017* NAD 83(1986)-  44 36 30.     (N)    120 08 52.     (W)     SCALED    
 QD0017* NAVD 88     -       902.588  (meters)    2961.24   (feet)  ADJUSTED  
 QD0017  ___________________________________________________________________
 QD0017  GEOID HEIGHT-         -19.81  (meters)                     GEOID03
 QD0017  DYNAMIC HT  -         902.327 (meters)    2960.38  (feet)  COMP
 QD0017  MODELED GRAV-     980,297.6   (mgal)                       NAVD 88
 QD0017
 QD0017  VERT ORDER  -  SECOND    CLASS 0
 QD0017
 QD0017.The horizontal coordinates were scaled from a topographic map and have
 QD0017.an estimated accuracy of +/- 6 seconds.
 QD0017
 QD0017.The orthometric height was determined by differential leveling
 QD0017.and adjusted in June 1991.
 QD0017
 QD0017.The geoid height was determined by GEOID03.
 QD0017
 QD0017.The dynamic height is computed by dividing the NAVD 88
 QD0017.geopotential number by the normal gravity value computed on the
 QD0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0017.degrees latitude (g = 980.6199 gals.).
 QD0017
 QD0017.The modeled gravity was interpolated from observed gravity values.
 QD0017
 QD0017;                    North         East    Units  Estimated Accuracy
 QD0017;SPC OR N     -   104,700.    2,527,960.      MT  (+/- 180 meters Scaled)
 QD0017
 QD0017                          SUPERSEDED SURVEY CONTROL
 QD0017
 QD0017  NGVD 29 (??/??/92)  901.440  (m)         2957.47   (f) ADJ UNCH    2 0
 QD0017
 QD0017.Superseded values are not recommended for survey control.
 QD0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0017.See file dsdata.txt to determine how the superseded data were derived.
 QD0017
 QD0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGQ263434(NAD 83)
 QD0017_MARKER: DD = SURVEY DISK
 QD0017_SETTING: 0 = UNSPECIFIED SETTING
 QD0017_STAMPING: 2958 1915
 QD0017_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0017
 QD0017  HISTORY     - Date     Condition        Report By
 QD0017  HISTORY     - 1915     MONUMENTED       USGS
 QD0017  HISTORY     - 1934     GOOD             NGS
 QD0017
 QD0017                          STATION DESCRIPTION
 QD0017
 QD0017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QD0017'3.7 MI N FROM MITCHELL.
 QD0017'3.7 MILES NORTH ALONG MITCHELL-SERVICE CREEK HWY. FROM POSTOFFICE
 QD0017'ALONG THE RIGHT OF WAY OF THE MITCHELL-SERVICE CREEK HWY., SET IN THE
 QD0017'TOP OF BOULDER ON OLD MITCHELL-SERVICE CREEK HWY, ABOUT 0.4 MILES EAST
 QD0017'OF NEW HIGHWAY, ON NORTH SIDE OF LONG HORSE SHOE CURVE IN OLD HIGHWAY,
 QD0017'AT BOTTOM OF SOUTH SLOPE OF ROCKY POINT, 35 FEET NORTH OF CENTERLINE
 QD0017'OF OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0213 ***********************************************************************
 RB0213  DESIGNATION -  2961
 RB0213  PID         -  RB0213
 RB0213  STATE/COUNTY-  OR/UNION
 RB0213  USGS QUAD   -  HILGARD (1984)
 RB0213
 RB0213                         *CURRENT SURVEY CONTROL
 RB0213  ___________________________________________________________________
 RB0213* NAD 83(1986)-  45 21 07.     (N)    118 10 13.     (W)     SCALED    
 RB0213* NAVD 88     -       903.486  (meters)    2964.19   (feet)  ADJUSTED  
 RB0213  ___________________________________________________________________
 RB0213  GEOID HEIGHT-         -17.79  (meters)                     GEOID03
 RB0213  DYNAMIC HT  -         903.282 (meters)    2963.52  (feet)  COMP
 RB0213  MODELED GRAV-     980,360.4   (mgal)                       NAVD 88
 RB0213
 RB0213  VERT ORDER  -  FIRST     CLASS II
 RB0213
 RB0213.The horizontal coordinates were scaled from a topographic map and have
 RB0213.an estimated accuracy of +/- 6 seconds.
 RB0213
 RB0213.The orthometric height was determined by differential leveling
 RB0213.and adjusted in June 1991.
 RB0213.WARNING-Repeat measurements at this control monument indicate possible
 RB0213.vertical movement.
 RB0213
 RB0213.The geoid height was determined by GEOID03.
 RB0213
 RB0213.The dynamic height is computed by dividing the NAVD 88
 RB0213.geopotential number by the normal gravity value computed on the
 RB0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0213.degrees latitude (g = 980.6199 gals.).
 RB0213
 RB0213.The modeled gravity was interpolated from observed gravity values.
 RB0213
 RB0213;                    North         East    Units  Estimated Accuracy
 RB0213;SPC OR N     -   189,900.    2,682,520.      MT  (+/- 180 meters Scaled)
 RB0213
 RB0213                          SUPERSEDED SURVEY CONTROL
 RB0213
 RB0213  NGVD 29 (??/??/92)  902.406  (m)         2960.64   (f) ADJ UNCH    1 2
 RB0213
 RB0213.Superseded values are not recommended for survey control.
 RB0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0213.See file dsdata.txt to determine how the superseded data were derived.
 RB0213
 RB0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML083227(NAD 83)
 RB0213_MARKER: R = RIVET
 RB0213_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RB0213_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RB0213_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RB0213
 RB0213  HISTORY     - Date     Condition        Report By
 RB0213  HISTORY     - UNK      MONUMENTED       ORDT
 RB0213  HISTORY     - 1951     GOOD             NGS
 RB0213
 RB0213                          STATION DESCRIPTION
 RB0213
 RB0213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 RB0213'5 MI NW FROM LAGRANDE.
 RB0213'5 MILES NORTHWEST ALONG THE U.S. HIGHWAY 30 FROM THE POST OFFICE AT
 RB0213'LAGRANDE AT THE SOUTH END OF THE PERRY OVER CROSSING AND GRANDE RONDE
 RB0213'RIVER BRIDGE, A MONEL RIVET AT THE SOUTH END OF THE EAST CONCRETE
 RB0213'GUARD RAIL BASE, 10 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 1.8
 RB0213'FEET NORTH OF A NAME PLATE, AND ABOUT 0.7 FOOT HIGHER THAN THE
 RB0213'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH1029 ***********************************************************************
 OH1029  DESIGNATION -  2965
 OH1029  PID         -  OH1029
 OH1029  STATE/COUNTY-  OR/MALHEUR
 OH1029  USGS QUAD   -  WESTFALL (1990)
 OH1029
 OH1029                         *CURRENT SURVEY CONTROL
 OH1029  ___________________________________________________________________
 OH1029* NAD 83(1986)-  43 58 09.     (N)    117 40 59.     (W)     SCALED    
 OH1029* NAVD 88     -       907.100  (meters)    2976.04   (feet)  ADJUSTED  
 OH1029  ___________________________________________________________________
 OH1029  GEOID HEIGHT-         -17.94  (meters)                     GEOID03
 OH1029  DYNAMIC HT  -         906.767 (meters)    2974.95  (feet)  COMP
 OH1029  MODELED GRAV-     980,222.0   (mgal)                       NAVD 88
 OH1029
 OH1029  VERT ORDER  -  FIRST     CLASS II
 OH1029
 OH1029.The horizontal coordinates were scaled from a topographic map and have
 OH1029.an estimated accuracy of +/- 6 seconds.
 OH1029
 OH1029.The orthometric height was determined by differential leveling
 OH1029.and adjusted in June 1991.
 OH1029
 OH1029.The geoid height was determined by GEOID03.
 OH1029
 OH1029.The dynamic height is computed by dividing the NAVD 88
 OH1029.geopotential number by the normal gravity value computed on the
 OH1029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH1029.degrees latitude (g = 980.6199 gals.).
 OH1029
 OH1029.The modeled gravity was interpolated from observed gravity values.
 OH1029
 OH1029;                    North         East    Units  Estimated Accuracy
 OH1029;SPC OR S     -   259,580.    1,726,010.      MT  (+/- 180 meters Scaled)
 OH1029
 OH1029                          SUPERSEDED SURVEY CONTROL
 OH1029
 OH1029  NGVD 29 (??/??/92)  906.033  (m)         2972.54   (f) ADJ UNCH    1 2
 OH1029
 OH1029.Superseded values are not recommended for survey control.
 OH1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1029.See file dsdata.txt to determine how the superseded data were derived.
 OH1029
 OH1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ452686(NAD 83)
 OH1029_MARKER: P = PIPE CAP
 OH1029_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OH1029_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OH1029_STAMPING: 2972.990 H 1903
 OH1029_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH1029
 OH1029  HISTORY     - Date     Condition        Report By
 OH1029  HISTORY     - 1903     MONUMENTED       USGS
 OH1029  HISTORY     - 1944     GOOD             NGS
 OH1029  HISTORY     - 1962     MARK NOT FOUND   NGS
 OH1029
 OH1029                          STATION DESCRIPTION
 OH1029
 OH1029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 OH1029'2.3 MI SE FROM WESTFALL.
 OH1029'FROM THE POST OFFICE AT WESTFALL GO SOUTHEAST ALONG THE HARPER ROAD,
 OH1029'2.3 MILES TO A 15 FOOT WOODEN BRIDGE OVER A DEEP DRY WASH AND BENCH
 OH1029'MARK S 384, CONTINUE IN AN EASTERLY DIRECTION ALONG THE HARPER ROAD
 OH1029'FOR 0.4 MILE TO THE EAST END OF A SHALLOW CUT WHERE THE ROAD CROSSES
 OH1029'THE SUMMIT OF A LOW RIDGE.  THE MARK IS 490 YARDS NORTH OF THE CENTER
 OH1029'OF THE ROAD, 404 YARDS NORTH OF A FENCE THAT PARALLELES THE ROAD, JUST
 OH1029'WEST OF THE TOE OF THE SLOPE LEADING DOWN FROM THE NORTH SIDE OF A LOW
 OH1029'ROUND KNOLL, 105 YARDS NORTH OF THE POINT WHERE THE OLD STAGE ROAD
 OH1029'CROSSED THE WASH THAT RUNS NORTH AND SOUTH THRU THE VALLEY, 50 FEET
 OH1029'SOUTH OF A SMALL DRY WASH THAT LEADS TO THE EAST FROM THE MAIN WASH,
 OH1029'21 FEET EAST OF THE EAST BANK OF THE MAIN WASH, 4 FEET WEST OF THE
 OH1029'CENTER OF THE OLD STAGE ROAD.  NOTE-- THE TRACES OF THE OLD STAGE ROAD
 OH1029'CAN BE FOUND HERE AS IT CAME INTO THIS POINT FROM THE NORTH THEN
 OH1029'TURNED EAST AND PARALLELS THE PRESENT ROAD BETWEEN THE PRESENT ROAD
 OH1029'AND THE NORTH RIGHT OF WAY FENCE.  FROM THE EAST END OF THE CUT
 OH1029'MENTIONED ABOVE, LEAVE THE HIGHWAY AND WALK NORTH ALONG THE OLD STAGE
 OH1029'ROAD WHICH FOLLOWS ALONG THE FLOOR OF THE VALLEY.
 OH1029
 OH1029                          STATION RECOVERY (1962)
 OH1029
 OH1029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 OH1029'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0311 ***********************************************************************
 RC0311  DESIGNATION -  2967
 RC0311  PID         -  RC0311
 RC0311  STATE/COUNTY-  OR/WHEELER
 RC0311  USGS QUAD   -  FOSSIL NORTH (1970)
 RC0311
 RC0311                         *CURRENT SURVEY CONTROL
 RC0311  ___________________________________________________________________
 RC0311* NAD 83(1986)-  45 01 50.     (N)    120 12 10.     (W)     SCALED    
 RC0311* NAVD 88     -       905.536  (meters)    2970.91   (feet)  ADJUSTED  
 RC0311  ___________________________________________________________________
 RC0311  GEOID HEIGHT-         -20.17  (meters)                     GEOID03
 RC0311  DYNAMIC HT  -         905.324 (meters)    2970.22  (feet)  COMP
 RC0311  MODELED GRAV-     980,351.9   (mgal)                       NAVD 88
 RC0311
 RC0311  VERT ORDER  -  FIRST     CLASS II
 RC0311
 RC0311.The horizontal coordinates were scaled from a topographic map and have
 RC0311.an estimated accuracy of +/- 6 seconds.
 RC0311
 RC0311.The orthometric height was determined by differential leveling
 RC0311.and adjusted in June 1991.
 RC0311
 RC0311.The geoid height was determined by GEOID03.
 RC0311
 RC0311.The dynamic height is computed by dividing the NAVD 88
 RC0311.geopotential number by the normal gravity value computed on the
 RC0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0311.degrees latitude (g = 980.6199 gals.).
 RC0311
 RC0311.The modeled gravity was interpolated from observed gravity values.
 RC0311
 RC0311;                    North         East    Units  Estimated Accuracy
 RC0311;SPC OR N     -   151,600.    2,523,420.      MT  (+/- 180 meters Scaled)
 RC0311
 RC0311                          SUPERSEDED SURVEY CONTROL
 RC0311
 RC0311  NGVD 29 (??/??/92)  904.423  (m)         2967.26   (f) ADJ UNCH    1 2
 RC0311
 RC0311.Superseded values are not recommended for survey control.
 RC0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0311.See file dsdata.txt to determine how the superseded data were derived.
 RC0311
 RC0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGQ203901(NAD 83)
 RC0311_MARKER: P = PIPE CAP
 RC0311_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RC0311_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RC0311_STAMPING: 2967.435 7 1914
 RC0311_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC0311
 RC0311  HISTORY     - Date     Condition        Report By
 RC0311  HISTORY     - 1914     MONUMENTED       USGS
 RC0311  HISTORY     - 1935     GOOD             NGS
 RC0311  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RC0311
 RC0311                          STATION DESCRIPTION
 RC0311
 RC0311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 RC0311'3.5 MI N FROM FOSSIL.
 RC0311'ABOUT 3.5 MILES NORTH ALONG THE JOHN DAY HIGHWAY (OREGON 19) FROM
 RC0311'FOSSIL, WHEELER COUNTY, ABOUT 200 FEET WEST OF MILEPOST 55, NEAR THE
 RC0311'EAST END OF A CURVE, AT THE JUNCTION OF A PRIVATE ROAD LEADING NORTH,
 RC0311'62 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 21 FEET WEST OF THE
 RC0311'EDGE OF THE PRIVATE ROAD, 38 FEET EAST OF A 36-INCH PIPE CULVERT, AND
 RC0311'ON A BANK BETWEEN THE OLD ROAD AND A WASH.  A UNITED STATES GEOLOGICAL
 RC0311'SURVEY STANDARD CAP, STAMPED 2967.435 7 1914 AND RIVETED ON THE TOP OF
 RC0311'A 3-1/2-INCH IRON PIPE ENCASED IN CONCRETE.
 RC0311
 RC0311                          STATION RECOVERY (1987)
 RC0311
 RC0311'RECOVERY NOTE BY US POWER SQUADRON 1987 (RCC)
 RC0311'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0456 ***********************************************************************
 QD0456  DESIGNATION -  2970
 QD0456  PID         -  QD0456
 QD0456  STATE/COUNTY-  OR/WASCO
 QD0456  USGS QUAD   -  ANTELOPE (1987)
 QD0456
 QD0456                         *CURRENT SURVEY CONTROL
 QD0456  ___________________________________________________________________
 QD0456* NAD 83(1986)-  44 54 06.     (N)    120 39 57.     (W)     SCALED    
 QD0456* NAVD 88     -       906.615  (meters)    2974.45   (feet)  ADJUSTED  
 QD0456  ___________________________________________________________________
 QD0456  GEOID HEIGHT-         -20.48  (meters)                     GEOID03
 QD0456  DYNAMIC HT  -         906.394 (meters)    2973.73  (feet)  COMP
 QD0456  MODELED GRAV-     980,341.8   (mgal)                       NAVD 88
 QD0456
 QD0456  VERT ORDER  -  FIRST     CLASS II
 QD0456
 QD0456.The horizontal coordinates were scaled from a topographic map and have
 QD0456.an estimated accuracy of +/- 6 seconds.
 QD0456
 QD0456.The orthometric height was determined by differential leveling
 QD0456.and adjusted in June 1991.
 QD0456
 QD0456.The geoid height was determined by GEOID03.
 QD0456
 QD0456.The dynamic height is computed by dividing the NAVD 88
 QD0456.geopotential number by the normal gravity value computed on the
 QD0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0456.degrees latitude (g = 980.6199 gals.).
 QD0456
 QD0456.The modeled gravity was interpolated from observed gravity values.
 QD0456
 QD0456;                    North         East    Units  Estimated Accuracy
 QD0456;SPC OR N     -   137,250.    2,486,900.      MT  (+/- 180 meters Scaled)
 QD0456
 QD0456                          SUPERSEDED SURVEY CONTROL
 QD0456
 QD0456  NGVD 29 (??/??/92)  905.519  (m)         2970.86   (f) ADJ UNCH    1 2
 QD0456
 QD0456.Superseded values are not recommended for survey control.
 QD0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0456.See file dsdata.txt to determine how the superseded data were derived.
 QD0456
 QD0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ842746(NAD 83)
 QD0456_MARKER: P = PIPE CAP
 QD0456_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QD0456_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QD0456_STAMPING: 2970 ORE. 1914
 QD0456_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0456
 QD0456  HISTORY     - Date     Condition        Report By
 QD0456  HISTORY     - 1914     MONUMENTED       USGS
 QD0456  HISTORY     - 1936     GOOD             NGS
 QD0456  HISTORY     - 1987     MARK NOT FOUND   NGS
 QD0456
 QD0456                          STATION DESCRIPTION
 QD0456
 QD0456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 QD0456'3.0 MI SE FROM ANTELOPE.
 QD0456'3.0 MILES SOUTHEAST OF ANTELOPE HOSECART HOUSE 1.8 MILES ALONG
 QD0456'ANTELOPE-CLARNO-MITCHELL ROAD AND THENCE 1.2 MILES SOUTHEAST ALONG OLD
 QD0456'MITCHELL-ANTELOPE ROAD.  18 FEET SOUTH OF CENTER LINE OF OLD ROAD.
 QD0456'NEAR OLD SECTION LINE FENCE WHICH HAS BEEN DESTROYED BY BY PILE OF
 QD0456'ROCKS.
 QD0456
 QD0456                          STATION RECOVERY (1987)
 QD0456
 QD0456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QD0456'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0356 ***********************************************************************
 QD0356  DESIGNATION -  2971 RESET
 QD0356  PID         -  QD0356
 QD0356  STATE/COUNTY-  OR/CROOK
 QD0356  USGS QUAD   -  GRIZZLY MTN (1992)
 QD0356
 QD0356                         *CURRENT SURVEY CONTROL
 QD0356  ___________________________________________________________________
 QD0356* NAD 83(1986)-  44 22 41.     (N)    120 54 22.     (W)     SCALED    
 QD0356* NAVD 88     -       905.786  (meters)    2971.73   (feet)  ADJUSTED  
 QD0356  ___________________________________________________________________
 QD0356  GEOID HEIGHT-         -20.60  (meters)                     GEOID03
 QD0356  DYNAMIC HT  -         905.499 (meters)    2970.79  (feet)  COMP
 QD0356  MODELED GRAV-     980,271.0   (mgal)                       NAVD 88
 QD0356
 QD0356  VERT ORDER  -  FIRST     CLASS II
 QD0356
 QD0356.The horizontal coordinates were scaled from a topographic map and have
 QD0356.an estimated accuracy of +/- 6 seconds.
 QD0356
 QD0356.The orthometric height was determined by differential leveling
 QD0356.and adjusted in June 1991.
 QD0356
 QD0356.The geoid height was determined by GEOID03.
 QD0356
 QD0356.The dynamic height is computed by dividing the NAVD 88
 QD0356.geopotential number by the normal gravity value computed on the
 QD0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0356.degrees latitude (g = 980.6199 gals.).
 QD0356
 QD0356.The modeled gravity was interpolated from observed gravity values.
 QD0356
 QD0356;                    North         East    Units  Estimated Accuracy
 QD0356;SPC OR S     -   301,290.    1,467,630.      MT  (+/- 180 meters Scaled)
 QD0356
 QD0356                          SUPERSEDED SURVEY CONTROL
 QD0356
 QD0356  NGVD 29 (??/??/92)  904.665  (m)         2968.06   (f) ADJ UNCH    1 2
 QD0356
 QD0356.Superseded values are not recommended for survey control.
 QD0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0356.See file dsdata.txt to determine how the superseded data were derived.
 QD0356
 QD0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ668159(NAD 83)
 QD0356_MARKER: P = PIPE CAP
 QD0356_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QD0356_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QD0356_STAMPING: 2970.803 H 1904
 QD0356_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0356
 QD0356  HISTORY     - Date     Condition        Report By
 QD0356  HISTORY     - 1904     MONUMENTED       USGS
 QD0356  HISTORY     - 1936     GOOD             NGS
 QD0356
 QD0356                          STATION DESCRIPTION
 QD0356
 QD0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 QD0356'7.1 MI NW FROM PRINEVILLE.
 QD0356'7.1 MILES NORTHWEST OF PRINEVILLE COURT HOUSE ALONG HAY
 QD0356'CREEK-PRINEVILLE ROAD.  ABOUT 0.1 MILE NORTH OF A ROAD CROSSING NEAR
 QD0356'ENTRANCE TO MILES PUTTY RANCH.  26 FEET EAST OF CENTERLINE OF ROAD. 12
 QD0356'FEET SOUTH OF ENTRANCE GATE TO RANCH.  1.5 FEET WEST OF EAST FENCE.
 QD0356'NOTE-- THIS MARK WAS SET IN THE CENTER OF A CULTIVATED FIELD WHERE IT
 QD0356'WAS CONSTANTLY IN THE FARMERS WAY AND HAD BEEN DISTURBED BY FARM
 QD0356'MACHINERY.  POST MOVED TO NEW LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1594 ***********************************************************************
 RD1594  DESIGNATION -  2976
 RD1594  PID         -  RD1594
 RD1594  STATE/COUNTY-  OR/MULTNOMAH
 RD1594  USGS QUAD   -  MOUNT TABOR (1990)
 RD1594
 RD1594                         *CURRENT SURVEY CONTROL
 RD1594  ___________________________________________________________________
 RD1594* NAD 83(1986)-  45 33 17.     (N)    122 31 42.     (W)     SCALED    
 RD1594* NAVD 88     -        13.940  (meters)      45.73   (feet)  ADJUSTED  
 RD1594  ___________________________________________________________________
 RD1594  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 RD1594  DYNAMIC HT  -          13.940 (meters)      45.73  (feet)  COMP
 RD1594  MODELED GRAV-     980,613.6   (mgal)                       NAVD 88
 RD1594
 RD1594  VERT ORDER  -  FIRST     CLASS II
 RD1594
 RD1594.The horizontal coordinates were scaled from a topographic map and have
 RD1594.an estimated accuracy of +/- 6 seconds.
 RD1594
 RD1594.The orthometric height was determined by differential leveling
 RD1594.and adjusted in June 1991.
 RD1594
 RD1594.The geoid height was determined by GEOID03.
 RD1594
 RD1594.The dynamic height is computed by dividing the NAVD 88
 RD1594.geopotential number by the normal gravity value computed on the
 RD1594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1594.degrees latitude (g = 980.6199 gals.).
 RD1594
 RD1594.The modeled gravity was interpolated from observed gravity values.
 RD1594
 RD1594;                    North         East    Units  Estimated Accuracy
 RD1594;SPC OR N     -   211,790.    2,341,650.      MT  (+/- 180 meters Scaled)
 RD1594
 RD1594                          SUPERSEDED SURVEY CONTROL
 RD1594
 RD1594.No superseded survey control is available for this station.
 RD1594
 RD1594_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER368446(NAD 83)
 RD1594_MARKER: DD = SURVEY DISK
 RD1594_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RD1594_SP_SET: CURB
 RD1594_STAMPING: 2976
 RD1594_MARK LOGO: OR1650
 RD1594_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD1594_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD1594+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2006
 RD1594
 RD1594  HISTORY     - Date     Condition        Report By
 RD1594  HISTORY     - UNK      MONUMENTED       OR1650
 RD1594  HISTORY     - 1987     GOOD             NGS
 RD1594  HISTORY     - 20040331 GOOD             USPSQD
 RD1594  HISTORY     - 20050418 GOOD             USPSQD
 RD1594  HISTORY     - 20060802 GOOD             USPSQD
 RD1594
 RD1594                          STATION DESCRIPTION
 RD1594
 RD1594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 RD1594'3.2 KM (2.00 MI) EAST FROM PORTLAND.
 RD1594'3.21 KM (2.00 MI) EAST ALONG SANDY BOULEVARD FROM THE BRIDGE OVER
 RD1594'INTERSTATE HIGHWAY 205 IN PORTLAND, IN THE SOUTHWEST CORNER OF THE
 RD1594'T-JUNCTION OF 133RD AVENUE, IN TOP OF THE WEST CURB OF THE AVENUE,
 RD1594'30.3 M (99.4 FT) SOUTH OF THE BOULEVARD CENTERLINE, 11.9 M (39.0 FT)
 RD1594'NORTH OF THE CENTER OF A DRIVEWAY TO THE ARGAY ELDORADO APARTMENTS.
 RD1594'THE MARK IS 0.2 M ABOVE THE AVENUE.
 RD1594
 RD1594                          STATION RECOVERY (2004)
 RD1594
 RD1594'RECOVERY NOTE BY US POWER SQUADRON 2004 (RHC)
 RD1594'APARTMENTS NOW HAVE DIFFERENT NAME, DISK IS IN CURB DIRECTLY IN FRONT
 RD1594'OF THE DOORS TO 4 APARTMENTS STARTING WITH NUMBER 4449 N.E. 131ST AVE.
 RD1594' 
 RD1594
 RD1594                          STATION RECOVERY (2005)
 RD1594
 RD1594'RECOVERY NOTE BY US POWER SQUADRON 2005 (RHC)
 RD1594'RECOVERED IN GOOD CONDITION.
 RD1594
 RD1594                          STATION RECOVERY (2006)
 RD1594
 RD1594'RECOVERY NOTE BY US POWER SQUADRON 2006 (SAO)
 RD1594'THIS STATION IS ON 133RD AVE NOT ON 131RD AS LAST REPORTED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0353 ***********************************************************************
 RB0353  DESIGNATION -  299 A
 RB0353  PID         -  RB0353
 RB0353  STATE/COUNTY-  OR/UMATILLA
 RB0353  USGS QUAD   -  MISSION (1974)
 RB0353
 RB0353                         *CURRENT SURVEY CONTROL
 RB0353  ___________________________________________________________________
 RB0353* NAD 83(1986)-  45 40 04.     (N)    118 38 42.     (W)     SCALED    
 RB0353* NAVD 88     -       390.959  (meters)    1282.67   (feet)  ADJUSTED  
 RB0353  ___________________________________________________________________
 RB0353  GEOID HEIGHT-         -20.46  (meters)                     GEOID03
 RB0353  DYNAMIC HT  -         390.914 (meters)    1282.52  (feet)  COMP
 RB0353  MODELED GRAV-     980,489.5   (mgal)                       NAVD 88
 RB0353
 RB0353  VERT ORDER  -  FIRST     CLASS II
 RB0353
 RB0353.The horizontal coordinates were scaled from a topographic map and have
 RB0353.an estimated accuracy of +/- 6 seconds.
 RB0353
 RB0353.The orthometric height was determined by differential leveling
 RB0353.and adjusted in June 1991.
 RB0353.WARNING-Repeat measurements at this control monument indicate possible
 RB0353.vertical movement.
 RB0353
 RB0353.The geoid height was determined by GEOID03.
 RB0353
 RB0353.The dynamic height is computed by dividing the NAVD 88
 RB0353.geopotential number by the normal gravity value computed on the
 RB0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0353.degrees latitude (g = 980.6199 gals.).
 RB0353
 RB0353.The modeled gravity was interpolated from observed gravity values.
 RB0353
 RB0353;                    North         East    Units  Estimated Accuracy
 RB0353;SPC OR N     -   224,030.    2,644,530.      MT  (+/- 180 meters Scaled)
 RB0353
 RB0353                          SUPERSEDED SURVEY CONTROL
 RB0353
 RB0353  NGVD 29 (??/??/92)  389.971  (m)         1279.43   (f) ADJ UNCH    1 2
 RB0353
 RB0353.Superseded values are not recommended for survey control.
 RB0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0353.See file dsdata.txt to determine how the superseded data were derived.
 RB0353
 RB0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL718584(NAD 83)
 RB0353_MARKER: DB = BENCH MARK DISK
 RB0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0353_STAMPING: 299 A 1280 1934
 RB0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0353+STABILITY: SURFACE MOTION
 RB0353
 RB0353  HISTORY     - Date     Condition        Report By
 RB0353  HISTORY     - 1934     MONUMENTED       CGS
 RB0353  HISTORY     - 1939     GOOD             NGS
 RB0353
 RB0353                          STATION DESCRIPTION
 RB0353
 RB0353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 RB0353'1.9 MI E FROM MISSION.
 RB0353'1.9 MILES EAST ALONG THE UNION PACIFIC RAILROAD TRACK FROM THE
 RB0353'CROSSING AND SIGN BOARD IN MISSION AT MILEAGE 222.86, AND ACROSS
 RB0353'RAILROAD TRACKS FROM THE FIFTH POLE WEST OF MILE POLE 223, 85.8 FEET
 RB0353'SOUTHWEST ACROSS RAILROAD TRACKS FROM THE FIFTH POLE WEST OF MILE POLE
 RB0353'223, 67.5 FEET SOUTHWEST OF THE SOUTH RAIL OF U.P.R.R. TRACK, 1.6 FEET
 RB0353'SOUTH RAILROAD RIGHT WAY FENCE, 1.4 FEET EAST OF THE WITNESS POST, AND
 RB0353'ABOUT 2 FEET LOWER THAN THE TOP OF TRACK, AND SET IN TOP OF A CONCRETE
 RB0353'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0421 ***********************************************************************
 RB0421  DESIGNATION -  299 B
 RB0421  PID         -  RB0421
 RB0421  STATE/COUNTY-  OR/UMATILLA
 RB0421  USGS QUAD   -  CAYUSE (1966)
 RB0421
 RB0421                         *CURRENT SURVEY CONTROL
 RB0421  ___________________________________________________________________
 RB0421* NAD 83(1986)-  45 39 59.     (N)    118 37 19.     (W)     SCALED    
 RB0421* NAVD 88     -       410.213  (meters)    1345.84   (feet)  ADJUSTED  
 RB0421  ___________________________________________________________________
 RB0421  GEOID HEIGHT-         -20.39  (meters)                     GEOID03
 RB0421  DYNAMIC HT  -         410.158 (meters)    1345.66  (feet)  COMP
 RB0421  MODELED GRAV-     980,470.8   (mgal)                       NAVD 88
 RB0421
 RB0421  VERT ORDER  -  FIRST     CLASS II
 RB0421
 RB0421.The horizontal coordinates were scaled from a topographic map and have
 RB0421.an estimated accuracy of +/- 6 seconds.
 RB0421
 RB0421.The orthometric height was determined by differential leveling
 RB0421.and adjusted in June 1991.
 RB0421
 RB0421.The geoid height was determined by GEOID03.
 RB0421
 RB0421.The dynamic height is computed by dividing the NAVD 88
 RB0421.geopotential number by the normal gravity value computed on the
 RB0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0421.degrees latitude (g = 980.6199 gals.).
 RB0421
 RB0421.The modeled gravity was interpolated from observed gravity values.
 RB0421
 RB0421;                    North         East    Units  Estimated Accuracy
 RB0421;SPC OR N     -   223,920.    2,646,330.      MT  (+/- 180 meters Scaled)
 RB0421
 RB0421                          SUPERSEDED SURVEY CONTROL
 RB0421
 RB0421  NGVD 29 (??/??/92)  409.189  (m)         1342.48   (f) ADJ UNCH    1 2
 RB0421
 RB0421.Superseded values are not recommended for survey control.
 RB0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0421.See file dsdata.txt to determine how the superseded data were derived.
 RB0421
 RB0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL736582(NAD 83)
 RB0421_MARKER: DD = SURVEY DISK
 RB0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0421_STAMPING: 299 B 1343 1934
 RB0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0421+STABILITY: SURFACE MOTION
 RB0421
 RB0421  HISTORY     - Date     Condition        Report By
 RB0421  HISTORY     - 1934     MONUMENTED       ORGS
 RB0421  HISTORY     - 1951     GOOD             NGS
 RB0421
 RB0421                          STATION DESCRIPTION
 RB0421
 RB0421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 RB0421'3.05 MI E FROM MISSION.
 RB0421'3.05 MILES EAST ALONG THE UNION PACIFIC RAILROAD TRACKS FROM THE
 RB0421'CROSSING AND SIGN BOARD IN MISSION, AND 2 POLES EAST OF MILE POLE 224
 RB0421'AT A RAILROAD CROSSING, 81.6 FEET SOUTH ACROSS U. P. R. R. TRACKS FROM
 RB0421'THE 2ND POLE EAST OF MILE POSE 224, 68 1/2 FEET WOUTHWEST OF THE
 RB0421'CENTER OF THE RAILROAD TRACKS AND CENTER LINE OF THE ROAD CROSSING,
 RB0421'44.9 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE U. P. R. R. TRACK,
 RB0421'9.3 FEET WEST OF THE FENCE CORNER POST, 2.2 FEET NORTHWEST OF THE
 RB0421'FENCE LINE, 1.8 FEET EAST OF THE WITNESS POST, AND ABOUT 1 FOOT HIGHER
 RB0421'THAN THE TOP OF THE TRACK, AND SET IN TOP OF A CONCRETE POST FLUSH
 RB0421'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0313 ***********************************************************************
 NZ0313  DESIGNATION -  2990.2
 NZ0313  PID         -  NZ0313
 NZ0313  STATE/COUNTY-  OR/DOUGLAS
 NZ0313  USGS QUAD   -  PICKETT BUTTE (1989)
 NZ0313
 NZ0313                         *CURRENT SURVEY CONTROL
 NZ0313  ___________________________________________________________________
 NZ0313* NAD 83(1986)-  42 53 48.     (N)    122 51 57.     (W)     SCALED    
 NZ0313* NAVD 88     -       912.520  (meters)    2993.83   (feet)  ADJUSTED  
 NZ0313  ___________________________________________________________________
 NZ0313  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 NZ0313  DYNAMIC HT  -         912.173 (meters)    2992.69  (feet)  COMP
 NZ0313  MODELED GRAV-     980,208.6   (mgal)                       NAVD 88
 NZ0313
 NZ0313  VERT ORDER  -  SECOND    CLASS 0
 NZ0313
 NZ0313.The horizontal coordinates were scaled from a topographic map and have
 NZ0313.an estimated accuracy of +/- 6 seconds.
 NZ0313
 NZ0313.The orthometric height was determined by differential leveling
 NZ0313.and adjusted in June 1991.
 NZ0313
 NZ0313.The geoid height was determined by GEOID03.
 NZ0313
 NZ0313.The dynamic height is computed by dividing the NAVD 88
 NZ0313.geopotential number by the normal gravity value computed on the
 NZ0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0313.degrees latitude (g = 980.6199 gals.).
 NZ0313
 NZ0313.The modeled gravity was interpolated from observed gravity values.
 NZ0313
 NZ0313;                    North         East    Units  Estimated Accuracy
 NZ0313;SPC OR S     -   139,360.    1,306,810.      MT  (+/- 180 meters Scaled)
 NZ0313
 NZ0313                          SUPERSEDED SURVEY CONTROL
 NZ0313
 NZ0313  NGVD 29 (??/??/92)  911.471  (m)         2990.38   (f) ADJ UNCH    2 0
 NZ0313
 NZ0313.Superseded values are not recommended for survey control.
 NZ0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0313.See file dsdata.txt to determine how the superseded data were derived.
 NZ0313
 NZ0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN109493(NAD 83)
 NZ0313_MARKER: N = NAIL
 NZ0313_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NZ0313_SP_SET: PINE TREE
 NZ0313_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0313
 NZ0313  HISTORY     - Date     Condition        Report By
 NZ0313  HISTORY     - UNK      MONUMENTED       USGS
 NZ0313  HISTORY     - 1969     MARK NOT FOUND   NGS
 NZ0313
 NZ0313                          STATION DESCRIPTION
 NZ0313
 NZ0313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 NZ0313'5.5 MI E FROM DREW.
 NZ0313'0.5 MILE WEST ALONG THE DREW ROAD FROM THE SUMMIT GUARD STATION, AT
 NZ0313'THE Y JUNCTION OF A ROAD LEADING TO PICKETT BUTTE LOOKOUT, 45 FEET
 NZ0313'EAST OF THE CENTER OF THE JUNCTION, 30 FEET SOUTH OF THE CENTER LINE
 NZ0313'OF THE SIDE ROAD, 24 FEET NORTHEAST OF THE CENTER OF THE MAIN ROAD,
 NZ0313'ABOUT LEVEL WITH THE ROAD, AND DRIVEN IN THE NORTH BASE OF AN 8-INCH
 NZ0313'PINE TREE MARKED BY THE WHITE PAINTED LETTERS USBM 2990.2.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH1025 ***********************************************************************
 OH1025  DESIGNATION -  2994
 OH1025  PID         -  OH1025
 OH1025  STATE/COUNTY-  OR/MALHEUR
 OH1025  USGS QUAD   -  WESTFALL (1990)
 OH1025
 OH1025                         *CURRENT SURVEY CONTROL
 OH1025  ___________________________________________________________________
 OH1025* NAD 83(1986)-  43 59 34.     (N)    117 42 47.     (W)     SCALED    
 OH1025* NAVD 88     -       915.979  (meters)    3005.17   (feet)  ADJUSTED  
 OH1025  ___________________________________________________________________
 OH1025  GEOID HEIGHT-         -17.89  (meters)                     GEOID03
 OH1025  DYNAMIC HT  -         915.647 (meters)    3004.09  (feet)  COMP
 OH1025  MODELED GRAV-     980,224.7   (mgal)                       NAVD 88
 OH1025
 OH1025  VERT ORDER  -  FIRST     CLASS II
 OH1025
 OH1025.The horizontal coordinates were scaled from a topographic map and have
 OH1025.an estimated accuracy of +/- 6 seconds.
 OH1025
 OH1025.The orthometric height was determined by differential leveling
 OH1025.and adjusted in June 1991.
 OH1025
 OH1025.The geoid height was determined by GEOID03.
 OH1025
 OH1025.The dynamic height is computed by dividing the NAVD 88
 OH1025.geopotential number by the normal gravity value computed on the
 OH1025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH1025.degrees latitude (g = 980.6199 gals.).
 OH1025
 OH1025.The modeled gravity was interpolated from observed gravity values.
 OH1025
 OH1025;                    North         East    Units  Estimated Accuracy
 OH1025;SPC OR S     -   262,120.    1,723,520.      MT  (+/- 180 meters Scaled)
 OH1025
 OH1025                          SUPERSEDED SURVEY CONTROL
 OH1025
 OH1025  NGVD 29 (??/??/92)  914.912  (m)         3001.67   (f) ADJ UNCH    1 2
 OH1025
 OH1025.Superseded values are not recommended for survey control.
 OH1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1025.See file dsdata.txt to determine how the superseded data were derived.
 OH1025
 OH1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ428713(NAD 83)
 OH1025_MARKER: P = PIPE CAP
 OH1025_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OH1025_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OH1025_STAMPING: 3002.088 H 1903
 OH1025_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH1025
 OH1025  HISTORY     - Date     Condition        Report By
 OH1025  HISTORY     - 1903     MONUMENTED       USGS
 OH1025  HISTORY     - 1944     GOOD             NGS
 OH1025
 OH1025                          STATION DESCRIPTION
 OH1025
 OH1025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 OH1025'IN WESTFALL.
 OH1025'AT WESTFALL, ON THE EAST SIDE OF THE MCGOWIAN STORE AND POST OFFICE AT
 OH1025'WESTFALL, BETWEEN THE STORE AND A SMALL STONE BUILDING, 20.0 FEET
 OH1025'NORTH OF THE SOUTHEAST CORNER OF THE STORE BUILDING, 1.0 FOOT NORTH OF
 OH1025'THE NORTH FACE OF A SMALL FRAME SHED BUILT AGAINST THE SIDE OF THE
 OH1025'STORE AND THE ROCK BUILDING, A CAP ON TOP OF A 3.5 INCH PIPE
 OH1025'PROJECTING 1.0 FOOT ABOVE THE GROUND.  TO LEVEL TO MARK RODMAN WAS
 OH1025'FORCED TO CARRY ROD OVER TOP OF STONE BUILDING AND LOWER ROD TO MARK
 OH1025'THROUGH THE OPENING BETWEEN THE BUILDINGS.  THE INSTRUMENT WAS PLACED
 OH1025'IN POSITION AT THE BACK OF STONE BUILDING SO THAT VIEW OF ROD COULD BE
 OH1025'OBTAINED THROUGH A CHICKEN HOUSE AND THROUGH THE NARROW OPENING
 OH1025'BETWEEN THE BUILDINGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0144 ***********************************************************************
 NZ0144  DESIGNATION -  2997
 NZ0144  PID         -  NZ0144
 NZ0144  STATE/COUNTY-  OR/JACKSON
 NZ0144  USGS QUAD   -  MT ASHLAND (1983)
 NZ0144
 NZ0144                         *CURRENT SURVEY CONTROL
 NZ0144  ___________________________________________________________________
 NZ0144* NAD 83(1986)-  42 01 09.     (N)    122 38 27.     (W)     SCALED    
 NZ0144* NAVD 88     -       914.984  (meters)    3001.91   (feet)  POSTED    
 NZ0144  ___________________________________________________________________
 NZ0144  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 NZ0144  DYNAMIC HT  -         914.490 (meters)    3000.29  (feet)  COMP
 NZ0144  MODELED GRAV-     980,050.3   (mgal)                       NAVD 88
 NZ0144
 NZ0144  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NZ0144
 NZ0144.The horizontal coordinates were scaled from a topographic map and have
 NZ0144.an estimated accuracy of +/- 6 seconds.
 NZ0144
 NZ0144.The orthometric height was determined by differential leveling
 NZ0144.and adjusted by the  in 1992.
 NZ0144.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NZ0144.rate of 0.0 thru 1.0 mm/km.
 NZ0144
 NZ0144.The geoid height was determined by GEOID03.
 NZ0144
 NZ0144.The dynamic height is computed by dividing the NAVD 88
 NZ0144.geopotential number by the normal gravity value computed on the
 NZ0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0144.degrees latitude (g = 980.6199 gals.).
 NZ0144
 NZ0144.The modeled gravity was interpolated from observed gravity values.
 NZ0144
 NZ0144;                    North         East    Units  Estimated Accuracy
 NZ0144;SPC OR S     -    41,430.    1,322,690.      MT  (+/- 180 meters Scaled)
 NZ0144
 NZ0144                          SUPERSEDED SURVEY CONTROL
 NZ0144
 NZ0144  NGVD 29 (??/??/92)  913.908  (m)         2998.38   (f) ADJ UNCH    1 2
 NZ0144
 NZ0144.Superseded values are not recommended for survey control.
 NZ0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0144.See file dsdata.txt to determine how the superseded data were derived.
 NZ0144
 NZ0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM297519(NAD 83)
 NZ0144_MARKER: P = PIPE CAP
 NZ0144_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NZ0144_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NZ0144_STAMPING: 2997 B 1903
 NZ0144_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0144
 NZ0144  HISTORY     - Date     Condition        Report By
 NZ0144  HISTORY     - 1903     MONUMENTED       USGS
 NZ0144  HISTORY     - 1954     GOOD             NGS
 NZ0144
 NZ0144                          STATION DESCRIPTION
 NZ0144
 NZ0144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NZ0144'2.5 MI NW FROM HILT, CA.
 NZ0144'2.5 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 NZ0144'THE STATION AT HILT, CALIFORNIA, 95 FEET SOUTHWEST OF THE SOUTHWEST
 NZ0144'CORNER OF CULVERT 404.44, 37.4 FEET NORTHWEST OF THE NORTHWEST RAIL,
 NZ0144'12 1/2 FEET SOUTHEAST OF TELEPHONE POLE WITH A GUY WIRE, ABOUT 1 FOOT
 NZ0144'LOWER THAN THE TRACK, AND RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE
 NZ0144'PROJECTING 0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0957 ***********************************************************************
 QD0957  DESIGNATION -  2999.17
 QD0957  PID         -  QD0957
 QD0957  STATE/COUNTY-  OR/DESCHUTES
 QD0957  USGS QUAD   -  CLINE FALLS (1962)
 QD0957
 QD0957                         *CURRENT SURVEY CONTROL
 QD0957  ___________________________________________________________________
 QD0957* NAD 83(1986)-  44 17 39.     (N)    121 21 11.     (W)     SCALED    
 QD0957* NAVD 88     -       915.122  (meters)    3002.36   (feet)  POSTED    
 QD0957  ___________________________________________________________________
 QD0957  GEOID HEIGHT-         -21.37  (meters)                     GEOID03
 QD0957  DYNAMIC HT  -         914.810 (meters)    3001.34  (feet)  COMP
 QD0957  MODELED GRAV-     980,251.0   (mgal)                       NAVD 88
 QD0957
 QD0957  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 QD0957
 QD0957.The horizontal coordinates were scaled from a topographic map and have
 QD0957.an estimated accuracy of +/- 6 seconds.
 QD0957
 QD0957.The orthometric height was determined by differential leveling
 QD0957.and adjusted by the  in 1992.
 QD0957.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 QD0957.rate of 0.0 thru 1.0 mm/km.
 QD0957
 QD0957.The geoid height was determined by GEOID03.
 QD0957
 QD0957.The dynamic height is computed by dividing the NAVD 88
 QD0957.geopotential number by the normal gravity value computed on the
 QD0957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0957.degrees latitude (g = 980.6199 gals.).
 QD0957
 QD0957.The modeled gravity was interpolated from observed gravity values.
 QD0957
 QD0957;                    North         East    Units  Estimated Accuracy
 QD0957;SPC OR S     -   292,240.    1,431,910.      MT  (+/- 180 meters Scaled)
 QD0957
 QD0957                          SUPERSEDED SURVEY CONTROL
 QD0957
 QD0957  NGVD 29 (??/??/92)  914.021  (m)         2998.75   (f) ADJ UNCH    1 2
 QD0957
 QD0957.Superseded values are not recommended for survey control.
 QD0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0957.See file dsdata.txt to determine how the superseded data were derived.
 QD0957
 QD0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ313058(NAD 83)
 QD0957_MARKER: B = BOLT
 QD0957_SETTING: 80 = SET IN A BOULDER
 QD0957_SP_SET: BOULDER
 QD0957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0957+STABILITY: SURFACE MOTION
 QD0957
 QD0957  HISTORY     - Date     Condition        Report By
 QD0957  HISTORY     - UNK      MONUMENTED       ORDT
 QD0957  HISTORY     - 1930     GOOD             NGS
 QD0957  HISTORY     - 1987     MARK NOT FOUND   NGS
 QD0957
 QD0957                          STATION DESCRIPTION
 QD0957
 QD0957'DESCRIBED BY NATIONAL GEODETIC SURVEY 1930
 QD0957'5.0 MI W FROM CLINE FALLS.
 QD0957'5.0 MILES WEST OF DESCHUTES RIVER BRIDGE AT WEST END OF SMALL ROCK CUT
 QD0957'ON SOUTH SIDE OF HIGHWAY IN BOULDER.
 QD0957
 QD0957                          STATION RECOVERY (1987)
 QD0957
 QD0957'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QD0957'AFTER A THOROUGH SEARCH NO EVIDENCE OF THE MARK WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AJ8137 ***********************************************************************
 AJ8137  DESIGNATION -  2S1E32C60SE
 AJ8137  PID         -  AJ8137
 AJ8137  STATE/COUNTY-  OR/CLACKAMAS
 AJ8137  USGS QUAD   -  CANBY (1985)
 AJ8137
 AJ8137                         *CURRENT SURVEY CONTROL
 AJ8137  ___________________________________________________________________
 AJ8137* NAD 83(2007)-  45 21 29.92978(N)    122 42 25.19717(W)     ADJUSTED  
 AJ8137* NAVD 88     -       147.9    (meters)     485.     (feet)  GPS OBS   
 AJ8137  ___________________________________________________________________
 AJ8137  EPOCH DATE  -        2007.00
 AJ8137  X           -  -2,425,834.199 (meters)                     COMP
 AJ8137  Y           -  -3,777,609.945 (meters)                     COMP
 AJ8137  Z           -   4,515,507.079 (meters)                     COMP
 AJ8137  LAPLACE CORR-           2.14  (seconds)                    DEFLEC99
 AJ8137  ELLIP HEIGHT-         125.063 (meters)          (02/10/07) ADJUSTED
 AJ8137  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 AJ8137
 AJ8137  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ8137  Type    PID    Designation                      North   East  Ellip
 AJ8137  -------------------------------------------------------------------
 AJ8137  NETWORK AJ8137 2S1E32C60SE                       0.88   0.59   3.00
 AJ8137  -------------------------------------------------------------------
 AJ8137
 AJ8137.The horizontal coordinates were established by GPS observations
 AJ8137.and adjusted by the National Geodetic Survey in February 2007.
 AJ8137
 AJ8137.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ8137.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ8137.The horizontal coordinates are valid at the epoch date displayed above.
 AJ8137.The epoch date for horizontal control is a decimal equivalence
 AJ8137.of Year/Month/Day.
 AJ8137
 AJ8137.The orthometric height was determined by GPS observations and a
 AJ8137.high-resolution geoid model.
 AJ8137
 AJ8137.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8137
 AJ8137.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8137
 AJ8137.The ellipsoidal height was determined by GPS observations
 AJ8137.and is referenced to NAD 83.
 AJ8137
 AJ8137.The geoid height was determined by GEOID03.
 AJ8137
 AJ8137;                    North         East     Units Scale Factor Converg.
 AJ8137;SPC OR N     -   190,340.372 2,327,111.897   MT  0.99990004   -1 33 54.6
 AJ8137;SPC OR N     -   624,476.29  7,634,881.55   iFT  0.99990004   -1 33 54.6
 AJ8137;UTM  10      - 5,022,797.529   522,948.556   MT  0.99960647   +0 12 30.5
 AJ8137
 AJ8137!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8137!SPC OR N     -   0.99998039  x   0.99990004  =   0.99988043
 AJ8137!UTM  10      -   0.99998039  x   0.99960647  =   0.99958687
 AJ8137
 AJ8137                          SUPERSEDED SURVEY CONTROL
 AJ8137
 AJ8137  NAD 83(1998)-  45 21 29.92783(N)    122 42 25.19900(W) AD(       ) B
 AJ8137  ELLIP H (02/26/02)  125.071  (m)                       GP(       ) 3 2
 AJ8137
 AJ8137.Superseded values are not recommended for survey control.
 AJ8137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8137.See file dsdata.txt to determine how the superseded data were derived.
 AJ8137
 AJ8137_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER2294922798(NAD 83)
 AJ8137_MARKER: DD = SURVEY DISK
 AJ8137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8137_STAMPING: T2S R1E WM JRILEY DLC 60 SE COR S32 J ATHEY DL2000
 AJ8137_MARK LOGO: OR-005
 AJ8137_PROJECTION: RECESSED 23 CENTIMETERS
 AJ8137_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ8137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8137+STABILITY: SURFACE MOTION
 AJ8137_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8137+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2000
 AJ8137
 AJ8137  HISTORY     - Date     Condition        Report By
 AJ8137  HISTORY     - 20000801 MONUMENTED       OR-005
 AJ8137
 AJ8137                          STATION DESCRIPTION
 AJ8137
 AJ8137'DESCRIBED BY CLACKAMAS COUNTY OREGON 2000 (CRC)
 AJ8137'THE STATION IS LOCATED ABOUT 17.5 KM (10.9 MI) SOUTH OF PORTLAND, 7.4
 AJ8137'KM (4.6 MI)
 AJ8137'SOUTHWEST OF LAKE OSWEGO, 1.9 KM (1.2 MI) SOUTH OF INTERSTATE HIGHWAY
 AJ8137'205,
 AJ8137'IN A MONUMENT WELL ON THE NORTHERLY SIDE OF THE INTERSECTION OF
 AJ8137'TURNER ROAD AND BUCKMAN ROAD,  AT THE SOUTHEAST CORNER OF THE JOHN
 AJ8137'RILEY DONATION
 AJ8137'LAND CLAIM NO. 60, IN SECTION 32, T. 2 S., R. 1 E., W.M.  OWNERSHIP -
 AJ8137'CLACKAMAS COUNTY
 AJ8137'RIGHT-OF-WAY.
 AJ8137' 
 AJ8137'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 205 AND
 AJ8137'STAFFORD ROAD (EXIT 3), GO SOUTHERLY ON STAFFORD ROAD FOR 1.4 KM (0.85
 AJ8137'MI)
 AJ8137'TO THE JUNCTION OF MOUNTAIN ROAD.  TURN LEFT, SOUTHEASTERLY, ON
 AJ8137'MOUNTAIN ROAD
 AJ8137'FOR 0.2 KM (0.15 MI) TO THE JUNCTION OF TURNER ROAD. TURN LEFT,  EAST,
 AJ8137'ON TURNER
 AJ8137'ROAD FOR 0.5 KM (0.3 MI) TO THE JUNCTION OF BUCKMAN ROAD AND STATION
 AJ8137'ON THE LEFT.
 AJ8137' 
 AJ8137'THE STATION IS A 9.5 CM (3.25 IN) BRONZE CAP ATTACHED TO A  6 CM (2.4
 AJ8137'IN) STAINLESS STEEL PIPE
 AJ8137'0.75 M (30 IN) IN LENGTH, EMBEDDED IN A ROUND 30 CM (12 IN) DIAMETER
 AJ8137'CONCRETE POST THAT IS 1.2
 AJ8137'M (4 FT) DEEP, THE TOP OF WHICH IS RECESSED 23 CM (9 IN) BELOW THE TOP
 AJ8137'OF AND ENCASED IN A 30
 AJ8137'CM (12 IN) CAST IRON MONUMENT WELL WITH COVER THAT IS FLUSH WITH THE
 AJ8137'PAVEMENT.
 AJ8137' 
 AJ8137'STANDARD PRECAUTIONS MUST BE TAKEN IN TRAFFIC CONTROL
 AJ8137'PROCEDURES AS THE STATION IS IN THE INTERSECTION OF TURNER ROAD
 AJ8137'AND BUCKMAN ROAD.
 AJ8137' 
 AJ8137' 
 AJ8137' 
 AJ8137' 
 AJ8137' 
 AJ8137' 
 AJ8137' 
 AJ8137' 
 AJ8137'
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AJ8138 ***********************************************************************
 AJ8138  DESIGNATION -  2S2E16S
 AJ8138  PID         -  AJ8138
 AJ8138  STATE/COUNTY-  OR/CLACKAMAS
 AJ8138  USGS QUAD   -  GLADSTONE (1984)
 AJ8138
 AJ8138                         *CURRENT SURVEY CONTROL
 AJ8138  ___________________________________________________________________
 AJ8138* NAD 83(2007)-  45 23 19.69532(N)    122 34 07.81655(W)     ADJUSTED  
 AJ8138* NAVD 88     -        18.6    (meters)      61.     (feet)  GPS OBS   
 AJ8138  ___________________________________________________________________
 AJ8138  EPOCH DATE  -        2007.00
 AJ8138  X           -  -2,415,370.792 (meters)                     COMP
 AJ8138  Y           -  -3,781,339.533 (meters)                     COMP
 AJ8138  Z           -   4,517,795.603 (meters)                     COMP
 AJ8138  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 AJ8138  ELLIP HEIGHT-          -4.180 (meters)          (02/10/07) ADJUSTED
 AJ8138  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 AJ8138
 AJ8138  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ8138  Type    PID    Designation                      North   East  Ellip
 AJ8138  -------------------------------------------------------------------
 AJ8138  NETWORK AJ8138 2S2E16S                           0.78   0.45   2.25
 AJ8138  -------------------------------------------------------------------
 AJ8138
 AJ8138.The horizontal coordinates were established by GPS observations
 AJ8138.and adjusted by the National Geodetic Survey in February 2007.
 AJ8138
 AJ8138.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ8138.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ8138.The horizontal coordinates are valid at the epoch date displayed above.
 AJ8138.The epoch date for horizontal control is a decimal equivalence
 AJ8138.of Year/Month/Day.
 AJ8138
 AJ8138.The orthometric height was determined by GPS observations and a
 AJ8138.high-resolution geoid model.
 AJ8138
 AJ8138.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8138
 AJ8138.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8138
 AJ8138.The ellipsoidal height was determined by GPS observations
 AJ8138.and is referenced to NAD 83.
 AJ8138
 AJ8138.The geoid height was determined by GEOID03.
 AJ8138
 AJ8138;                    North         East     Units Scale Factor Converg.
 AJ8138;SPC OR N     -   193,441.198 2,338,019.250   MT  0.99990194   -1 28 01.9
 AJ8138;SPC OR N     -   634,649.60  7,670,666.83   iFT  0.99990194   -1 28 01.9
 AJ8138;UTM  10      - 5,026,233.507   533,751.551   MT  0.99961401   +0 18 25.0
 AJ8138
 AJ8138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8138!SPC OR N     -   1.00000066  x   0.99990194  =   0.99990260
 AJ8138!UTM  10      -   1.00000066  x   0.99961401  =   0.99961467
 AJ8138
 AJ8138                          SUPERSEDED SURVEY CONTROL
 AJ8138
 AJ8138  NAD 83(1998)-  45 23 19.69351(N)    122 34 07.81843(W) AD(       ) B
 AJ8138  ELLIP H (02/26/02)   -4.175  (m)                       GP(       ) 3 2
 AJ8138
 AJ8138.Superseded values are not recommended for survey control.
 AJ8138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8138.See file dsdata.txt to determine how the superseded data were derived.
 AJ8138
 AJ8138_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER3375226234(NAD 83)
 AJ8138_MARKER: DD = SURVEY DISK
 AJ8138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8138_STAMPING: T2S R2E WM S16 S21 2000
 AJ8138_MARK LOGO: OR-005
 AJ8138_PROJECTION: FLUSH
 AJ8138_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ8138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8138+STABILITY: SURFACE MOTION
 AJ8138_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8138+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2000
 AJ8138
 AJ8138  HISTORY     - Date     Condition        Report By
 AJ8138  HISTORY     - 20000622 MONUMENTED       OR-005
 AJ8138
 AJ8138                          STATION DESCRIPTION
 AJ8138
 AJ8138'DESCRIBED BY CLACKAMAS COUNTY OREGON 2000 (CRC)
 AJ8138'THE STATION IS LOCATED ABOUT 16.6 KM (10.3) MI SOUTH-SOUTHEAST OF
 AJ8138'PORTLAND,  2.1 KM (1.3 MI) NORTHEAST OF GLADSTONE, AT THE SOUTH
 AJ8138'QUARTER-SECTION CORNER OF SECTION 16, T. 2 S., R. 2 E., W.M.
 AJ8138'OWNERSHIP-HOMEOWNER /
 AJ8138'RESIDENT AT 14135 CLACKAMAS RIVER DRIVE.
 AJ8138' 
 AJ8138'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 205 AND
 AJ8138'STATE
 AJ8138'HIGHWAY 213 ( EXIT 10), GO SOUTH ON HIGHWAY 213 FOR 0.4 KM (0.25 MI)
 AJ8138'TO
 AJ8138'THE JUNCTION OF WASHINGTON STREET ON THE RIGHT AND CLACKAMAS RIVER
 AJ8138'DRIVE ON THE
 AJ8138'LEFT.  TURN LEFT, NORTHEASTERLY, ON CLACKAMAS RIVER DRIVE FOR
 AJ8138'2.8 KM (1.75 MI) TO AN UNPAVED DRIVEWAY ON THE LEFT AT MAILBOX FOR
 AJ8138'14135 CLACKAMAS RIVER DRIVE. TURN LEFT, WEST, ON THE UNPAVED
 AJ8138'DRIVEWAY FOR 100 M (330 FT) TO THE STATION
 AJ8138' 
 AJ8138'THE STATION IS A 9.5 CM (3.25 IN) BRONZE CAP ATTACHED TO A 6 CM (2.4
 AJ8138'IN) STAINLESS STEEL PIPE
 AJ8138'0.75 M (30 IN) IN LENGTH, EMBEDDED IN A ROUND 30 CM (12 IN) DIAMETER
 AJ8138'CONCRETE POST THAT IS 1.2
 AJ8138'M (4 FT) DEEP, THE TOP OF WHICH IS FLUSH WITH THE GROUND.  IT IS 63 M
 AJ8138'(46 FT) EAST FROM UTILITY
 AJ8138'POLE NUMBER 6909 (1974), 16 M (53 FT) SOUTHEAST FROM AN ANGLE POINT IN
 AJ8138'A CHAIN LINK FENCE, 9
 AJ8138'M (30 FT) SOUTH FROM A CLACKAMAS COUNTY MONUMENT SIGN IN THE CHAIN
 AJ8138'LINK FENCE, AND 6 M
 AJ8138'(20 FT) NORTH OF THE DRIVE.
 AJ8138'
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AJ8139 ***********************************************************************
 AJ8139  DESIGNATION -  2S2E5C37NW
 AJ8139  PID         -  AJ8139
 AJ8139  STATE/COUNTY-  OR/CLACKAMAS
 AJ8139  USGS QUAD   -  GLADSTONE (1984)
 AJ8139
 AJ8139                         *CURRENT SURVEY CONTROL
 AJ8139  ___________________________________________________________________
 AJ8139* NAD 83(2007)-  45 25 27.78934(N)    122 35 00.41381(W)     ADJUSTED  
 AJ8139* NAVD 88     -        27.7    (meters)      91.     (feet)  GPS OBS   
 AJ8139  ___________________________________________________________________
 AJ8139  EPOCH DATE  -        2007.00
 AJ8139  X           -  -2,414,821.880 (meters)                     COMP
 AJ8139  Y           -  -3,778,356.064 (meters)                     COMP
 AJ8139  Z           -   4,520,578.468 (meters)                     COMP
 AJ8139  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AJ8139  ELLIP HEIGHT-           4.947 (meters)          (02/10/07) ADJUSTED
 AJ8139  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 AJ8139
 AJ8139  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ8139  Type    PID    Designation                      North   East  Ellip
 AJ8139  -------------------------------------------------------------------
 AJ8139  NETWORK AJ8139 2S2E5C37NW                        0.76   0.55   2.49
 AJ8139  -------------------------------------------------------------------
 AJ8139
 AJ8139.The horizontal coordinates were established by GPS observations
 AJ8139.and adjusted by the National Geodetic Survey in February 2007.
 AJ8139
 AJ8139.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ8139.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ8139.The horizontal coordinates are valid at the epoch date displayed above.
 AJ8139.The epoch date for horizontal control is a decimal equivalence
 AJ8139.of Year/Month/Day.
 AJ8139
 AJ8139.The orthometric height was determined by GPS observations and a
 AJ8139.high-resolution geoid model.
 AJ8139
 AJ8139.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8139
 AJ8139.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8139
 AJ8139.The ellipsoidal height was determined by GPS observations
 AJ8139.and is referenced to NAD 83.
 AJ8139
 AJ8139.The geoid height was determined by GEOID03.
 AJ8139
 AJ8139;                    North         East     Units Scale Factor Converg.
 AJ8139;SPC OR N     -   197,423.434 2,336,977.537   MT  0.99990452   -1 28 39.2
 AJ8139;SPC OR N     -   647,714.68  7,667,249.14   iFT  0.99990452   -1 28 39.2
 AJ8139;UTM  10      - 5,030,180.438   532,587.381   MT  0.99961306   +0 17 48.2
 AJ8139
 AJ8139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8139!SPC OR N     -   0.99999922  x   0.99990452  =   0.99990374
 AJ8139!UTM  10      -   0.99999922  x   0.99961306  =   0.99961228
 AJ8139
 AJ8139                          SUPERSEDED SURVEY CONTROL
 AJ8139
 AJ8139  NAD 83(1998)-  45 25 27.78754(N)    122 35 00.41569(W) AD(       ) B
 AJ8139  ELLIP H (02/26/02)    4.949  (m)                       GP(       ) 3 2
 AJ8139
 AJ8139.Superseded values are not recommended for survey control.
 AJ8139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8139.See file dsdata.txt to determine how the superseded data were derived.
 AJ8139
 AJ8139_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER3258730180(NAD 83)
 AJ8139_MARKER: DD = SURVEY DISK
 AJ8139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8139_STAMPING: T2S R2E WM AP SMITH MATLOCK DLC 63 DLC 37 2000
 AJ8139_MARK LOGO: OR-005
 AJ8139_PROJECTION: RECESSED 18 CENTIMETERS
 AJ8139_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ8139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8139+STABILITY: SURFACE MOTION
 AJ8139_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8139+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2008
 AJ8139
 AJ8139  HISTORY     - Date     Condition        Report By
 AJ8139  HISTORY     - 20000607 MONUMENTED       OR-005
 AJ8139  HISTORY     - 20060511 MARK NOT FOUND   USPSQD
 AJ8139  HISTORY     - 20080109 GOOD             OR-005
 AJ8139
 AJ8139                          STATION DESCRIPTION
 AJ8139
 AJ8139'DESCRIBED BY CLACKAMAS COUNTY OREGON 2000 (CRC)
 AJ8139'THE STATION IS LOCATED ABOUT 12.6 KM (7.8 MI) SOUTHEAST OF PORTLAND,
 AJ8139'4.8 KM (4.0 MI) NORTHEAST OF GLADSTONE, AT THE NORTHWEST CORNER OF THE
 AJ8139'WILLIAM T. MATLOCK DONATION LAND CLAIM NO. 37, IN SECTION 5, T. 2 S.,
 AJ8139'R. 2 E., W.M.
 AJ8139'OWNERSHIP-LEVITZ FURNITURE STORE.
 AJ8139' 
 AJ8139'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 205 AND
 AJ8139'SUNNYSIDE ROAD
 AJ8139'(EXIT 14) IN CLACKAMAS,  GO WEST ON SUNNYSIDE ROAD FOR 1.1 KM (0.7 MI)
 AJ8139'TO S.E.
 AJ8139'82ND AVENUE.  TURN RIGHT, SOUTHERLY, ON S.E. 82ND AVENUE FOR 0.8 KM
 AJ8139'(0.5
 AJ8139'MI) TO THE EXIT RAMP FOR STATE HIGHWAY 224 WEST TO MILWAUKIE.  TURN
 AJ8139'RIGHT ONTO RAMP AND GO SOUTHERLY FOR 0.2 KM (0.1 MI) TO STATE HIGHWAY
 AJ8139'224 WEST (LAKE ROAD).  TURN RIGHT, WESTERLY, ON STATE HIGHWAY
 AJ8139'224 FOR 0.6 KM (0.4 MI) TO THE JUNCTION OF JOHNSON ROAD.  TURN RIGHT,
 AJ8139'NORTHERLY,
 AJ8139'ON JOHNSON ROAD FOR 0.2 KM (0.1 MI) TO THE ENTRANCE OF THE LEVITZ
 AJ8139'FURNITURE STORE PARKING LOT ON THE LEFT.  TURN LEFT, WEST, INTO
 AJ8139'THE PARKING LOT FOR 30 KM (100 FT) TO THE STATION.
 AJ8139' 
 AJ8139'THE STATION IS A 9.5 CM (3.25 IN) BRONZE CAP ATTACHED TO A 6 CM (2 .4
 AJ8139'IN) STAINLESS STEEL PIPE
 AJ8139'0.75 M (30 IN) IN LENGTH EMBEDDED IN A ROUND 30 CM (12 IN) DIAMETER
 AJ8139'CONCRETE POST THAT IS 1.2
 AJ8139'M (4 FT) DEEP, THE TOP OF WHICH IS RECESSED 18 CM (7 IN) BELOW THE TOP
 AJ8139'OF AND ENCASED IN A 30
 AJ8139'CM (12 IN) CAST IRON MONUMENT WELL WITH COVER THAT IS FLUSH WITH THE
 AJ8139'PARKING LOT.  IT IS 12
 AJ8139'M (39 FT) NORTHWEST FROM A LIGHT POLE,  AND 33.5 M (110 FT) SOUTHERLY
 AJ8139'FROM ANOTHER LIGHT
 AJ8139'POLE.
 AJ8139' 
 AJ8139' 
 AJ8139' 
 AJ8139' 
 AJ8139' 
 AJ8139' 
 AJ8139' 
 AJ8139' 
 AJ8139' 
 AJ8139' 
 AJ8139' 
 AJ8139'
 AJ8139
 AJ8139                          STATION RECOVERY (2006)
 AJ8139
 AJ8139'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 AJ8139'LEVITZ BUILDING IS NOW LOWES HARDWARE.  PARKING LOT HAS BEEN
 AJ8139'RECONSTRUCTED AND REPAVED.  WELL COVER NOT FOUND IN AREA.  NEW LIGHT
 AJ8139'POLES HAVE BEEN PLACED.  STORAGE SHEDS LINED UP ON WEST EDGE OF
 AJ8139'PARKING LOT.  STATION MAY BE UNDER THEM.
 AJ8139
 AJ8139                          STATION RECOVERY (2008)
 AJ8139
 AJ8139'RECOVERY NOTE BY CLACKAMAS COUNTY OREGON 2008 (JLA)
 AJ8139'STATION RECOVERY (2008)
 AJ8139' 
 AJ8139'RECOVERY NOTE BY CLACKAMAS COUNTY
 AJ8139'STATION RECOVED IN GOOD CONDITION, IN A MONUMENT WELL FLUSH WITH THE
 AJ8139'PARKING LOT PAVING, 46 M (151 FT) WEST OF THE CENTER LINE OF JOHNSON
 AJ8139'RD.,  16.8 M (55 FT) NORTH AND 59.1 M (194 FT) EAST OF THE MAIN
 AJ8139'ENTRANCE  OF LOWES HARDWARE BUILDING, 39.9 M (131 FT) NORTH OF THE
 AJ8139'SOUTH ENTRANCE AND 37.8 M (124 FT) SOUTH OF THE NORTH ENTRANE, OFF OF
 AJ8139'JOHNSON RD.
 AJ8139' 
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AJ8140 ***********************************************************************
 AJ8140  DESIGNATION -  2S3E31SE
 AJ8140  PID         -  AJ8140
 AJ8140  STATE/COUNTY-  OR/CLACKAMAS
 AJ8140  USGS QUAD   -  REDLAND (1985)
 AJ8140
 AJ8140                         *CURRENT SURVEY CONTROL
 AJ8140  ___________________________________________________________________
 AJ8140* NAD 83(2007)-  45 20 43.09732(N)    122 28 32.86789(W)     ADJUSTED  
 AJ8140* NAVD 88     -       115.2    (meters)     378.     (feet)  GPS OBS   
 AJ8140  ___________________________________________________________________
 AJ8140  EPOCH DATE  -        2007.00
 AJ8140  X           -  -2,411,110.892 (meters)                     COMP
 AJ8140  Y           -  -3,788,216.404 (meters)                     COMP
 AJ8140  Z           -   4,514,467.794 (meters)                     COMP
 AJ8140  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 AJ8140  ELLIP HEIGHT-          92.416 (meters)          (02/10/07) ADJUSTED
 AJ8140  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 AJ8140
 AJ8140  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ8140  Type    PID    Designation                      North   East  Ellip
 AJ8140  -------------------------------------------------------------------
 AJ8140  NETWORK AJ8140 2S3E31SE                          0.96   0.61   2.78
 AJ8140  -------------------------------------------------------------------
 AJ8140
 AJ8140.The horizontal coordinates were established by GPS observations
 AJ8140.and adjusted by the National Geodetic Survey in February 2007.
 AJ8140
 AJ8140.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ8140.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ8140.The horizontal coordinates are valid at the epoch date displayed above.
 AJ8140.The epoch date for horizontal control is a decimal equivalence
 AJ8140.of Year/Month/Day.
 AJ8140
 AJ8140.The orthometric height was determined by GPS observations and a
 AJ8140.high-resolution geoid model.
 AJ8140
 AJ8140.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8140
 AJ8140.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8140
 AJ8140.The ellipsoidal height was determined by GPS observations
 AJ8140.and is referenced to NAD 83.
 AJ8140
 AJ8140.The geoid height was determined by GEOID03.
 AJ8140
 AJ8140;                    North         East     Units Scale Factor Converg.
 AJ8140;SPC OR N     -   188,426.293 2,345,184.273   MT  0.99989932   -1 24 04.3
 AJ8140;SPC OR N     -   618,196.50  7,694,174.12   iFT  0.99989932   -1 24 04.3
 AJ8140;UTM  10      - 5,021,444.189   541,066.325   MT  0.99962073   +0 22 22.4
 AJ8140
 AJ8140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8140!SPC OR N     -   0.99998551  x   0.99989932  =   0.99988483
 AJ8140!UTM  10      -   0.99998551  x   0.99962073  =   0.99960625
 AJ8140
 AJ8140                          SUPERSEDED SURVEY CONTROL
 AJ8140
 AJ8140  NAD 83(1998)-  45 20 43.09554(N)    122 28 32.86977(W) AD(       ) B
 AJ8140  ELLIP H (02/26/02)   92.421  (m)                       GP(       ) 3 2
 AJ8140
 AJ8140.Superseded values are not recommended for survey control.
 AJ8140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8140.See file dsdata.txt to determine how the superseded data were derived.
 AJ8140
 AJ8140_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER4106621444(NAD 83)
 AJ8140_MARKER: DD = SURVEY DISK
 AJ8140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8140_STAMPING: T2S R3E S31 S32/S6 S5 T3S 2000
 AJ8140_MARK LOGO: OR-005
 AJ8140_PROJECTION: RECESSED 23 CENTIMETERS
 AJ8140_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ8140_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8140_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8140+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2000
 AJ8140
 AJ8140  HISTORY     - Date     Condition        Report By
 AJ8140  HISTORY     - 20000629 MONUMENTED       OR-005
 AJ8140
 AJ8140                          STATION DESCRIPTION
 AJ8140
 AJ8140'DESCRIBED BY CLACKAMAS COUNTY OREGON 2000 (CRC)
 AJ8140'THE STATION IS LOCATED ABOUT 24.6 KM (15.3 MI) SOUTHEAST OF PORTLAND,
 AJ8140'17.7 KM (11.0 MI)  SOUTHWEST OF SANDY, IN THE MIDDLE OF FISCHER'S MILL
 AJ8140'ROAD, AT THE SOUTHEAST CORNER OF SECTION 31, T. 2 S., R. 3 E.,  W.M.
 AJ8140'OWNERSHIP-CLACKAMAS
 AJ8140'COUNTY RIGHT-OF-WAY.
 AJ8140' 
 AJ8140'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 205 AND
 AJ8140'PARK
 AJ8140'PLACE AND STATE HIGHWAY 213 (EXIT 10) IN OREGON CITY,  GO SOUTH ON
 AJ8140'HIGHWAY 213 FOR 1.1 KM (0.7 MI) TO THE JUNCTION OF REDLAND ROAD.  TURN
 AJ8140'RIGHT, EASTERLY, ON
 AJ8140'REDLAND ROAD FOR  8.5 KM (5.3 MI) TO THE JUNCTION OF FISCHERS MILL
 AJ8140'ROAD.
 AJ8140'TURN LEFT, NORTHEASTERLY, ON FISCHERS MILL ROAD FOR 0.3 KM (0.2
 AJ8140'MI) TO THE JUNCTION OF HATTAN ROAD ON THE LEFT.  BEAR RIGHT, EASTERLY,
 AJ8140'CONTINUING ON FISCHERS MILL ROAD FOR 1.2 KM ( 0.75 MI) TO THE STATION.
 AJ8140'THE STATION IS A 9.5 CM (3.25 IN) BRONZE CAP ATTACHED TO A 6 CM (2.4
 AJ8140'IN) STAINLESS STEEL PIPE
 AJ8140'0.75 M (30 IN) IN LENGTH, EMBEDDED IN A ROUND 30 CM(12 IN) DIAMETER
 AJ8140'CONCRETE POST THAT IS 1.2
 AJ8140'M (4 FT) DEEP, THE TOP OF WHICH IS RECESSED 23 CM (9 IN) BELOW THE TOP
 AJ8140'OF AND ENCASED IN A 30
 AJ8140'CM (12 IN) CAST IRON MONUMENT WELL WITH COVER THAT IS FLUSH WITH THE
 AJ8140'PAVED ROADWAY.  IT
 AJ8140'IS 69 M (225 FT) EAST FROM A FIRE HYDRANT,  14 M (47 FT) NORTHEAST
 AJ8140'FROM A FENCE CORNER POST,
 AJ8140'9 M (30 FT) SOUTH FROM A CHAIN LINK FENCE, AND IN THE CENTER OF AN
 AJ8140'UNPAVED DRIVEWAY TO
 AJ8140'THE SOUTH.
 AJ8140' 
 AJ8140'STANDARD PRECAUTIONS MUST BE TAKEN IN TRAFFIC CONTROL
 AJ8140'PROCEDURES AS THE STATION IS IN THE MIDDLE OF FISCHER'S MILL ROAD.
 AJ8140' 
 AJ8140' 
 AJ8140' 
 AJ8140' 
 AJ8140' 
 AJ8140' 
 AJ8140' 
 AJ8140' 
 AJ8140' 
 AJ8140'
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AJ8141 ***********************************************************************
 AJ8141  DESIGNATION -  2S3E34C45SW
 AJ8141  PID         -  AJ8141
 AJ8141  STATE/COUNTY-  OR/CLACKAMAS
 AJ8141  USGS QUAD   -  REDLAND (1985)
 AJ8141
 AJ8141                         *CURRENT SURVEY CONTROL
 AJ8141  ___________________________________________________________________
 AJ8141* NAD 83(2007)-  45 21 32.33856(N)    122 24 57.32979(W)     ADJUSTED  
 AJ8141* NAVD 88     -        98.9    (meters)     324.     (feet)  GPS OBS   
 AJ8141  ___________________________________________________________________
 AJ8141  EPOCH DATE  -        2007.00
 AJ8141  X           -  -2,406,565.150 (meters)                     COMP
 AJ8141  Y           -  -3,789,811.183 (meters)                     COMP
 AJ8141  Z           -   4,515,524.513 (meters)                     COMP
 AJ8141  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 AJ8141  ELLIP HEIGHT-          76.126 (meters)          (02/10/07) ADJUSTED
 AJ8141  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 AJ8141
 AJ8141  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ8141  Type    PID    Designation                      North   East  Ellip
 AJ8141  -------------------------------------------------------------------
 AJ8141  NETWORK AJ8141 2S3E34C45SW                       0.74   0.51   2.41
 AJ8141  -------------------------------------------------------------------
 AJ8141
 AJ8141.The horizontal coordinates were established by GPS observations
 AJ8141.and adjusted by the National Geodetic Survey in February 2007.
 AJ8141
 AJ8141.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ8141.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ8141.The horizontal coordinates are valid at the epoch date displayed above.
 AJ8141.The epoch date for horizontal control is a decimal equivalence
 AJ8141.of Year/Month/Day.
 AJ8141
 AJ8141.The orthometric height was determined by GPS observations and a
 AJ8141.high-resolution geoid model.
 AJ8141
 AJ8141.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8141
 AJ8141.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8141
 AJ8141.The ellipsoidal height was determined by GPS observations
 AJ8141.and is referenced to NAD 83.
 AJ8141
 AJ8141.The geoid height was determined by GEOID03.
 AJ8141
 AJ8141;                    North         East     Units Scale Factor Converg.
 AJ8141;SPC OR N     -   189,832.890 2,349,910.736   MT  0.99990008   -1 21 31.5
 AJ8141;SPC OR N     -   622,811.32  7,709,680.89   iFT  0.99990008   -1 21 31.5
 AJ8141;UTM  10      - 5,022,996.019   545,745.678   MT  0.99962573   +0 24 56.1
 AJ8141
 AJ8141!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8141!SPC OR N     -   0.99998807  x   0.99990008  =   0.99988815
 AJ8141!UTM  10      -   0.99998807  x   0.99962573  =   0.99961380
 AJ8141
 AJ8141                          SUPERSEDED SURVEY CONTROL
 AJ8141
 AJ8141  NAD 83(1998)-  45 21 32.33679(N)    122 24 57.33160(W) AD(       ) B
 AJ8141  ELLIP H (02/26/02)   76.133  (m)                       GP(       ) 3 2
 AJ8141
 AJ8141.Superseded values are not recommended for survey control.
 AJ8141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8141.See file dsdata.txt to determine how the superseded data were derived.
 AJ8141
 AJ8141_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER4574622996(NAD 83)
 AJ8141_MARKER: DD = SURVEY DISK
 AJ8141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8141_STAMPING: T2S R3E WM SW CORNER LASSWELLS REENTRANT DLC NO45
 AJ8141_MARK LOGO: OR-005
 AJ8141_PROJECTION: FLUSH
 AJ8141_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ8141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8141+STABILITY: SURFACE MOTION
 AJ8141_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8141+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2000
 AJ8141
 AJ8141  HISTORY     - Date     Condition        Report By
 AJ8141  HISTORY     - 20000404 MONUMENTED       OR-005
 AJ8141
 AJ8141                          STATION DESCRIPTION
 AJ8141
 AJ8141'DESCRIBED BY CLACKAMAS COUNTY OREGON 2000 (CRC)
 AJ8141'THE STATION IS LOCATED ABOUT 27 KM (16.7 MI) SOUTHEAST OF PORTLAND, 18
 AJ8141'KM (11.0 MI) SOUTHWEST OF SANDY, AT THE SOUTHWEST CORNER OF THE
 AJ8141'ISAAC LASSWELLS  DONATION LAND CLAIM NO. 45. IN SECTION 34, T. 2 ., R.
 AJ8141'3
 AJ8141'E., W.M.  OWNERSHIP-OWNER / RESIDENT AT 17054 HARDING ROAD.
 AJ8141' 
 AJ8141'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 224
 AJ8141'AND 212 AT EAGLE CREEK.  GO NORTHWESTERLY ON HIGHWAY 224 FOR 5.6
 AJ8141'KM (3.5 MI) TO THE JUNCTION OF BAKERS FERRY ROAD.  GO SOUTHWESTERLY ON
 AJ8141'BAKERS
 AJ8141'FERRY ROAD FOR 1.9 KM (1.2 MI) TO THE JUNCTION OF HARDING ROAD (NORTH
 AJ8141'LOGAN ROAD
 AJ8141'ON USGS QUAD MAP).  TURN LEFT, SOUTH, ON HARDING ROAD FOR
 AJ8141'2.1 KM (1.3 MI) TO AN UNPAVED DRIVEWAY ON THE LEFT AT MAILBOXES FOR
 AJ8141'17054 AND 17055 HARDING ROAD.  TURN LEFT, EAST, ON THE UNPAVED
 AJ8141'DRIVEWAY FOR 31 M (100 FT) TO A HOUSE ON THE LEFT
 AJ8141'WHERE NOTIFICATION MUST BE GIVEN TO PROCEED FURTHER.  GO SOUTH
 AJ8141'CONTINUING ON THE
 AJ8141'DRIVEWAY FOR 46 M (150 FT) TO A FORK.  BEAR LEFT, GO  THROUGH SEVERAL
 AJ8141'SWITCHBACKS,
 AJ8141'CONTINUING ON THE DRIVEWAY FOR 0.3 KM (0.2 MI) TO THE BOTTOM OF A
 AJ8141'HILL.  GO NORTHEAST,
 AJ8141'CONTINUING ON THE DRIVEWAY FOR 0.2 KM (0.15 MI) TO THE STATION ON THE
 AJ8141'RIGHT.
 AJ8141' 
 AJ8141'THE STATION IS A 9.5 CM (3.25 IN) BRONZE CAP ATTACHED TO A 6 CM (2 .4
 AJ8141'IN) STAINLESS STEEL PIPE
 AJ8141'0.75 M (30 IN) IN LENGTH, EMBEDDED IN A ROUND 30 CM (12 IN) DIAMETER
 AJ8141'CONCRETE POST THAT IS 1.2
 AJ8141'M (4 FT) DEEP, THE TOP OF WHICH IS FLUSH WITH THE GROUND.  IT IS 8 M
 AJ8141'(25 FT) SOUTHEAST OF THE
 AJ8141'ROADWAY, 15 M (50 FT) NORTHEAST FROM THE SOUTHEAST END OF THE
 AJ8141'SOUTHERLY TWIN 91 CM (36
 AJ8141'IN) METAL CULVERT UNDER THE ROADWAY,  UNDER THE MOST SOUTHERN SINGLE
 AJ8141'STRAND OF
 AJ8141'NORTHERNMOST OF TWO SETS OF HIGH POWER TRANSMISSION LINES, AND 114 M
 AJ8141'(375 FT)
 AJ8141'SOUTHWEST FROM THE SECOND TOWER (OSTD MCLO LINE 1 MILE 2 TOWER 1) FROM
 AJ8141'THE
 AJ8141'SUBSTATION TO THE NORTHEAST.
 AJ8141' 
 AJ8141' 
 AJ8141' 
 AJ8141' 
 AJ8141' 
 AJ8141'
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AJ8142 ***********************************************************************
 AJ8142  DESIGNATION -  2S4E23S
 AJ8142  PID         -  AJ8142
 AJ8142  STATE/COUNTY-  OR/CLACKAMAS
 AJ8142  USGS QUAD   -  SANDY (1985)
 AJ8142
 AJ8142                         *CURRENT SURVEY CONTROL
 AJ8142  ___________________________________________________________________
 AJ8142* NAD 83(2007)-  45 22 29.96955(N)    122 16 51.38443(W)     ADJUSTED  
 AJ8142* NAVD 88     -       306.5    (meters)    1006.     (feet)  GPS OBS   
 AJ8142  ___________________________________________________________________
 AJ8142  EPOCH DATE  -        2007.00
 AJ8142  X           -  -2,397,031.711 (meters)                     COMP
 AJ8142  Y           -  -3,794,523.338 (meters)                     COMP
 AJ8142  Z           -   4,516,922.404 (meters)                     COMP
 AJ8142  LAPLACE CORR-           6.89  (seconds)                    DEFLEC99
 AJ8142  ELLIP HEIGHT-         283.918 (meters)          (02/10/07) ADJUSTED
 AJ8142  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 AJ8142
 AJ8142  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ8142  Type    PID    Designation                      North   East  Ellip
 AJ8142  -------------------------------------------------------------------
 AJ8142  NETWORK AJ8142 2S4E23S                           0.94   0.69   2.84
 AJ8142  -------------------------------------------------------------------
 AJ8142
 AJ8142.The horizontal coordinates were established by GPS observations
 AJ8142.and adjusted by the National Geodetic Survey in February 2007.
 AJ8142
 AJ8142.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ8142.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ8142.The horizontal coordinates are valid at the epoch date displayed above.
 AJ8142.The epoch date for horizontal control is a decimal equivalence
 AJ8142.of Year/Month/Day.
 AJ8142
 AJ8142.The orthometric height was determined by GPS observations and a
 AJ8142.high-resolution geoid model.
 AJ8142
 AJ8142.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8142
 AJ8142.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8142
 AJ8142.The ellipsoidal height was determined by GPS observations
 AJ8142.and is referenced to NAD 83.
 AJ8142
 AJ8142.The geoid height was determined by GEOID03.
 AJ8142
 AJ8142;                    North         East     Units Scale Factor Converg.
 AJ8142;SPC OR N     -   191,369.525 2,360,522.579   MT  0.99990105   -1 15 46.9
 AJ8142;SPC OR N     -   627,852.77  7,744,496.65   iFT  0.99990105   -1 15 46.9
 AJ8142;UTM  10      - 5,024,860.034   556,302.012   MT  0.99963897   +0 30 42.4
 AJ8142
 AJ8142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8142!SPC OR N     -   0.99995549  x   0.99990105  =   0.99985654
 AJ8142!UTM  10      -   0.99995549  x   0.99963897  =   0.99959448
 AJ8142
 AJ8142                          SUPERSEDED SURVEY CONTROL
 AJ8142
 AJ8142  NAD 83(1998)-  45 22 29.96781(N)    122 16 51.38605(W) AD(       ) B
 AJ8142  ELLIP H (02/26/02)  283.923  (m)                       GP(       ) 3 2
 AJ8142
 AJ8142.Superseded values are not recommended for survey control.
 AJ8142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8142.See file dsdata.txt to determine how the superseded data were derived.
 AJ8142
 AJ8142_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER5630224860(NAD 83)
 AJ8142_MARKER: DD = SURVEY DISK
 AJ8142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8142_STAMPING: T2S R4E WM 1/4 S23 S26 2000
 AJ8142_MARK LOGO: OR-005
 AJ8142_PROJECTION: RECESSED 15 CENTIMETERS
 AJ8142_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ8142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8142+STABILITY: SURFACE MOTION
 AJ8142_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8142+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2005
 AJ8142
 AJ8142  HISTORY     - Date     Condition        Report By
 AJ8142  HISTORY     - 20000706 MONUMENTED       OR-005
 AJ8142  HISTORY     - 20050320 GOOD             USPSQD
 AJ8142
 AJ8142                          STATION DESCRIPTION
 AJ8142
 AJ8142'DESCRIBED BY CLACKAMAS COUNTY OREGON 2000 (CRC)
 AJ8142'THE STATION IS LOCATED ABOUT 34.7 KM (21.6 MI) EAST SOUTHEAST OF
 AJ8142'PORTLAND,
 AJ8142' 2.9 KM (1.8 MI) SOUTHEAST OF SANDY, IN TRUBEL ROAD, AND 0.2 KM (0.1
 AJ8142'MI) WEST OF SIEBERT LANE,
 AJ8142'AT THE SOUTH QUARTER-SECTION CORNER OF SECTION 23, T. 2 S., R. 4 E.,
 AJ8142'W.M.
 AJ8142'OWNERSHIP-CLACKAMAS COUNTY RIGHT-OF-WAY.
 AJ8142' 
 AJ8142'TO REACH THE STATION FROM THE INTERSECTION OF EASTBOUND U.S.
 AJ8142'HIGHWAY 26 AND STATE HIGHWAY 211 IN SANDY,  GO SOUTHWESTERLY
 AJ8142'ON HIGHWAY 211 FOR 1.3 KM (0.8 MI) TO THE JUNCTION OF BORNSTEDT ROAD.
 AJ8142'TURN LEFT,
 AJ8142'SOUTH, ON BORNSTEDT ROAD FOR 1.3 KM (0.8 MI) TO THE JUNCTION OF TRUBEL
 AJ8142'ROAD.  TURN
 AJ8142'RIGHT, WEST, ON TRUBEL ROAD FOR 1.1 KM (0.7 MI) TO A MAILBOX ON THE
 AJ8142'RIGHT FOR 37161 TRUBEL ROAD AND THE STATION.
 AJ8142' 
 AJ8142'THE STATION IS A 9.5 CM (3.25 IN) BRONZE CAP ATTACHED TO A 6.0 CM (2.4
 AJ8142'IN) STAINLESS STEEL PIPE
 AJ8142'75 CM (30 IN) IN LENGTH, EMBEDDED IN A ROUND 30 CM (12 IN) DIAMETER
 AJ8142'CONCRETE POST THAT IS 1.2
 AJ8142'M (4 FT) DEEP, THE TOP OF WHICH IS RECESSED 15 CM (6 IN) BELOW THE TOP
 AJ8142'OF AND ENCASED IN A 30
 AJ8142'CM (12 IN) CAST IRON MONUMENT WELL WITH COVER THAT IS FLUSH WITH THE
 AJ8142'PAVEMENT.  IT IS 2 M
 AJ8142'(7 FT) NORTH OF THE SOUTH EDGE OF THE PAVEMENT NORTH 5 M (15 FT) FROM
 AJ8142'A  CLACKAMAS
 AJ8142'COUNTY MONUMENT SIGN IN THE FENCE LINE.
 AJ8142' 
 AJ8142'STANDARD PRECAUTIONS MUST BE TAKEN IN TRAFFIC CONTROL
 AJ8142'PROCEDURES AS THE STATION IS IN THE MIDDLE OF  TRUBEL ROAD.
 AJ8142' 
 AJ8142' 
 AJ8142' 
 AJ8142' 
 AJ8142' 
 AJ8142' 
 AJ8142'
 AJ8142
 AJ8142                          STATION RECOVERY (2005)
 AJ8142
 AJ8142'RECOVERY NOTE BY US POWER SQUADRON 2005
 AJ8142'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AJ8143 ***********************************************************************
 AJ8143  DESIGNATION -  2S4E32SE
 AJ8143  PID         -  AJ8143
 AJ8143  STATE/COUNTY-  OR/CLACKAMAS
 AJ8143  USGS QUAD   -  ESTACADA (1985)
 AJ8143
 AJ8143                         *CURRENT SURVEY CONTROL
 AJ8143  ___________________________________________________________________
 AJ8143* NAD 83(2007)-  45 20 45.51347(N)    122 19 56.56577(W)     ADJUSTED  
 AJ8143* NAVD 88     -       140.2    (meters)     460.     (feet)  GPS OBS   
 AJ8143  ___________________________________________________________________
 AJ8143  EPOCH DATE  -        2007.00
 AJ8143  X           -  -2,401,602.095 (meters)                     COMP
 AJ8143  Y           -  -3,794,209.841 (meters)                     COMP
 AJ8143  Z           -   4,514,538.051 (meters)                     COMP
 AJ8143  LAPLACE CORR-           5.16  (seconds)                    DEFLEC99
 AJ8143  ELLIP HEIGHT-         117.484 (meters)          (02/10/07) ADJUSTED
 AJ8143  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 AJ8143
 AJ8143  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ8143  Type    PID    Designation                      North   East  Ellip
 AJ8143  -------------------------------------------------------------------
 AJ8143  NETWORK AJ8143 2S4E32SE                          0.90   0.61   2.69
 AJ8143  -------------------------------------------------------------------
 AJ8143
 AJ8143.The horizontal coordinates were established by GPS observations
 AJ8143.and adjusted by the National Geodetic Survey in February 2007.
 AJ8143
 AJ8143.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ8143.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ8143.The horizontal coordinates are valid at the epoch date displayed above.
 AJ8143.The epoch date for horizontal control is a decimal equivalence
 AJ8143.of Year/Month/Day.
 AJ8143
 AJ8143.The orthometric height was determined by GPS observations and a
 AJ8143.high-resolution geoid model.
 AJ8143
 AJ8143.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8143
 AJ8143.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8143
 AJ8143.The ellipsoidal height was determined by GPS observations
 AJ8143.and is referenced to NAD 83.
 AJ8143
 AJ8143.The geoid height was determined by GEOID03.
 AJ8143
 AJ8143;                    North         East     Units Scale Factor Converg.
 AJ8143;SPC OR N     -   188,236.006 2,356,421.580   MT  0.99989936   -1 17 58.2
 AJ8143;SPC OR N     -   617,572.20  7,731,041.93   iFT  0.99989936   -1 17 58.2
 AJ8143;UTM  10      - 5,021,601.879   552,301.074   MT  0.99963363   +0 28 29.8
 AJ8143
 AJ8143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8143!SPC OR N     -   0.99998158  x   0.99989936  =   0.99988094
 AJ8143!UTM  10      -   0.99998158  x   0.99963363  =   0.99961522
 AJ8143
 AJ8143                          SUPERSEDED SURVEY CONTROL
 AJ8143
 AJ8143  NAD 83(1998)-  45 20 45.51171(N)    122 19 56.56745(W) AD(       ) B
 AJ8143  ELLIP H (02/26/02)  117.490  (m)                       GP(       ) 3 2
 AJ8143
 AJ8143.Superseded values are not recommended for survey control.
 AJ8143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8143.See file dsdata.txt to determine how the superseded data were derived.
 AJ8143
 AJ8143_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER5230121602(NAD 83)
 AJ8143_MARKER: DD = SURVEY DISK
 AJ8143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8143_STAMPING: T2S R4E S32 S33 S5 S4 T3S 2000
 AJ8143_MARK LOGO: OR-005
 AJ8143_PROJECTION: RECESSED 15 CENTIMETERS
 AJ8143_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ8143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8143+STABILITY: SURFACE MOTION
 AJ8143_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8143+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2005
 AJ8143
 AJ8143  HISTORY     - Date     Condition        Report By
 AJ8143  HISTORY     - 20000705 MONUMENTED       OR-005
 AJ8143  HISTORY     - 20050320 GOOD             USPSQD
 AJ8143
 AJ8143                          STATION DESCRIPTION
 AJ8143
 AJ8143'DESCRIBED BY CLACKAMAS COUNTY OREGON 2000 (CRC)
 AJ8143'THE STATION IS LOCATED ABOUT 33 KM (20.5 MI) SOUTHEAST OF PORTLAND, 8
 AJ8143'KM (4.9 MI)
 AJ8143'SOUTHWEST OF SANDY, IN THE MIDDLE OF S.E. FILBERT ROAD,  AT THE
 AJ8143'SOUTHEAST CORNER OF
 AJ8143'SECTION 32, T. 2 S., R. 4 E., W.M.  OWNERSHIP-CLACKAMAS COUNTY
 AJ8143'RIGHT-OF-WAY.
 AJ8143' 
 AJ8143'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 211
 AJ8143'AND 224 AT EAGLE CREEK, GO NORTHEASTERLY ON HIGHWAY 211 FOR 0.4
 AJ8143'KM (0.25 MI) TO THE JUNCTION OF EAGLE CREEK ROAD.  TURN RIGHT,
 AJ8143'SOUTHEASTERLY, ON
 AJ8143'EAGLE CREEK ROAD FOR 1.6 KM  (1 MI) TO THE JUNCTION OF WILDCAT
 AJ8143'MOUNTAIN ROAD.  TURN
 AJ8143'LEFT, EASTERLY, ON WILDCAT MOUNTAIN ROAD FOR 1.3 KM (0.8 MI) TO THE
 AJ8143'JUNCTION OF
 AJ8143'VAN CUREN ROAD.  TURN LEFT, NORTHERLY, ON VAN CUREN ROAD FOR
 AJ8143'0.4 KM (0.25 MI) TO THE JUNCTION OF FILBERT ROAD ON THE LEFT AND
 AJ8143'VALENTINE LANE ON
 AJ8143'THE RIGHT.  THE STATION IS 5 M (15 FT) WEST OF S.E. VAN CUREN ROAD, IN
 AJ8143'THE MIDDLE OF S.E. FILBERT ROAD.
 AJ8143' 
 AJ8143'THE STATION IS A 9.5 CM (3.25 IN) BRONZE CAP ATTACHED TO A 6 CM (2.4
 AJ8143'IN) STAINLESS STEEL PIPE
 AJ8143'0.75 M (30 IN) IN LENGTH, EMBEDDED IN A ROUND 30 CM (12 IN) DIAMETER
 AJ8143'CONCRETE POST THAT IS 1.2
 AJ8143'M (4 FT) DEEP, THE TOP OF WHICH IS RECESSED 18 CM (7 IN) BELOW THE TOP
 AJ8143'OF AND ENCASED IN A 20
 AJ8143'CM (8 IN) CAST IRON MONUMENT WELL WITH COVER THAT IS FLUSH WITH THE
 AJ8143'ROAD SURFACE.  IT IS
 AJ8143'15 M (48 FT) SOUTHWEST FROM A FENCE CORNER POST, 12 M (40 FT) WEST
 AJ8143'FROM A FENCE, AND 6 M
 AJ8143'(20 FT) NORTH FROM A FENCE.
 AJ8143' 
 AJ8143'STANDARD PRECAUTIONS MUST BE TAKEN IN TRAFFIC CONTROL
 AJ8143'PROCEDURES AS THE STATION IS IN THE MIDDLE OF SE FILBERT ROAD.
 AJ8143' 
 AJ8143' 
 AJ8143' 
 AJ8143' 
 AJ8143' 
 AJ8143' 
 AJ8143' 
 AJ8143'
 AJ8143
 AJ8143                          STATION RECOVERY (2005)
 AJ8143
 AJ8143'RECOVERY NOTE BY US POWER SQUADRON 2005
 AJ8143'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AJ8144 ***********************************************************************
 AJ8144  DESIGNATION -  2S4E5SE
 AJ8144  PID         -  AJ8144
 AJ8144  STATE/COUNTY-  OR/CLACKAMAS
 AJ8144  USGS QUAD   -  SANDY (1985)
 AJ8144
 AJ8144                         *CURRENT SURVEY CONTROL
 AJ8144  ___________________________________________________________________
 AJ8144* NAD 83(2007)-  45 25 05.73982(N)    122 19 54.49971(W)     ADJUSTED  
 AJ8144* NAVD 88     -       189.5    (meters)     622.     (feet)  GPS OBS   
 AJ8144  ___________________________________________________________________
 AJ8144  EPOCH DATE  -        2007.00
 AJ8144  X           -  -2,398,524.195 (meters)                     COMP
 AJ8144  Y           -  -3,789,431.162 (meters)                     COMP
 AJ8144  Z           -   4,520,215.955 (meters)                     COMP
 AJ8144  LAPLACE CORR-           3.45  (seconds)                    DEFLEC99
 AJ8144  ELLIP HEIGHT-         166.793 (meters)          (02/10/07) ADJUSTED
 AJ8144  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 AJ8144
 AJ8144  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ8144  Type    PID    Designation                      North   East  Ellip
 AJ8144  -------------------------------------------------------------------
 AJ8144  NETWORK AJ8144 2S4E5SE                           0.98   0.71   3.16
 AJ8144  -------------------------------------------------------------------
 AJ8144
 AJ8144.The horizontal coordinates were established by GPS observations
 AJ8144.and adjusted by the National Geodetic Survey in February 2007.
 AJ8144
 AJ8144.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ8144.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ8144.The horizontal coordinates are valid at the epoch date displayed above.
 AJ8144.The epoch date for horizontal control is a decimal equivalence
 AJ8144.of Year/Month/Day.
 AJ8144
 AJ8144.The orthometric height was determined by GPS observations and a
 AJ8144.high-resolution geoid model.
 AJ8144
 AJ8144.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8144
 AJ8144.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8144
 AJ8144.The ellipsoidal height was determined by GPS observations
 AJ8144.and is referenced to NAD 83.
 AJ8144
 AJ8144.The geoid height was determined by GEOID03.
 AJ8144
 AJ8144;                    North         East     Units Scale Factor Converg.
 AJ8144;SPC OR N     -   196,265.842 2,356,648.659   MT  0.99990405   -1 17 56.7
 AJ8144;SPC OR N     -   643,916.80  7,731,786.94   iFT  0.99990405   -1 17 56.7
 AJ8144;UTM  10      - 5,029,632.743   552,279.367   MT  0.99963360   +0 28 33.4
 AJ8144
 AJ8144!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8144!SPC OR N     -   0.99997385  x   0.99990405  =   0.99987790
 AJ8144!UTM  10      -   0.99997385  x   0.99963360  =   0.99960746
 AJ8144
 AJ8144                          SUPERSEDED SURVEY CONTROL
 AJ8144
 AJ8144  NAD 83(1998)-  45 25 05.73807(N)    122 19 54.50142(W) AD(       ) B
 AJ8144  ELLIP H (02/26/02)  166.800  (m)                       GP(       ) 3 2
 AJ8144
 AJ8144.Superseded values are not recommended for survey control.
 AJ8144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8144.See file dsdata.txt to determine how the superseded data were derived.
 AJ8144
 AJ8144_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER5227929633(NAD 83)
 AJ8144_MARKER: DD = SURVEY DISK
 AJ8144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8144_STAMPING: S4 S8 S9 2000
 AJ8144_MARK LOGO: OR-005
 AJ8144_PROJECTION: RECESSED 15 CENTIMETERS
 AJ8144_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ8144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8144+STABILITY: SURFACE MOTION
 AJ8144_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8144+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2005
 AJ8144
 AJ8144  HISTORY     - Date     Condition        Report By
 AJ8144  HISTORY     - 20000711 MONUMENTED       OR-005
 AJ8144  HISTORY     - 20050320 GOOD             USPSQD
 AJ8144
 AJ8144                          STATION DESCRIPTION
 AJ8144
 AJ8144'DESCRIBED BY CLACKAMAS COUNTY OREGON 2000 (CRC)
 AJ8144'THE STATION IS LOCATED ABOUT 29 KM (18.1 MI) EAST SOUTHEAST OF
 AJ8144'PORTLAND,
 AJ8144'6 KM (3.6 MI) NORTHWEST OF SANDY, AT THE INTERSECTION OF S.E. 322ND
 AJ8144'AVENUE AND S.E. KELSO
 AJ8144'ROAD, AT THE SOUTHEAST CORNER OF SECTION 5, T. 2 S., R. 4 E., W.M.
 AJ8144'OWNERSHIP-CLACKAMAS
 AJ8144'COUNTY RIGHT-OF-WAY.
 AJ8144' 
 AJ8144'TO REACH THE STATION FROM THE U.S. POST OFFICE IN BORING, GO EAST
 AJ8144'ON COMPTON ROAD FOR 2.0 KM (1.35 MI) TO THE ENTRANCE RAMP FOR U.S.
 AJ8144'HIGHWAY 26.  TURN RIGHT, SOUTHEASTERLY, ON THE ENTRANCE
 AJ8144'RAMP FOR 0.3 KM (0.2 MI) TO S.E. 312TH AVENUE.  BEAR RIGHT, LEAVING
 AJ8144'ENTRANCE RAMP, AND GO SOUTHERLY ON S.E. 312TH AVENUE FOR 1.4 KM (0.85
 AJ8144'MI) TO THE JUNCTION OF KELSO ROAD. TURN LEFT, EAST, ON KELSO ROAD FOR
 AJ8144'0.8 KM (0.5
 AJ8144'MI) TO S.E. 322ND AVENUE.  THE STATION IS IN THE MIDDLE OF THE
 AJ8144'INTERSECTION OF S.E. 322ND
 AJ8144'AVENUE AND S.E. KELSO ROAD.
 AJ8144' 
 AJ8144'THE STATION IS A 9.5 CM (3.25 IN) BRONZE CAP ATTACHED TO A 6 CM (2.4
 AJ8144'IN) STAINLESS STEEL PIPE
 AJ8144'0.75 M (30 IN) IN LENGTH, EMBEDDED IN A ROUND 30 CM (12 IN) DIAMETER
 AJ8144'CONCRETE POST THAT IS 1.2
 AJ8144'M (4 FT) DEEP, THE TOP OF WHICH IS RECESSED 15 CM (6 IN) BELOW THE TOP
 AJ8144'OF AND ENCASED IN A 30
 AJ8144'CM (12 IN) CAST IRON MONUMENT WELL WITH COVER THAT IS FLUSH WITH THE
 AJ8144'ROAD SURFACE.
 AJ8144' 
 AJ8144'STANDARD PRECAUTIONS MUST BE TAKEN IN TRAFFIC CONTROL
 AJ8144'PROCEDURES AS THE STATION IS IN THE MIDDLE OF  THE INTERSECTION OF
 AJ8144'S.E.322ND AVENUE AND S.E. KELSO ROAD.
 AJ8144' 
 AJ8144' 
 AJ8144' 
 AJ8144' 
 AJ8144' 
 AJ8144' 
 AJ8144' 
 AJ8144'
 AJ8144
 AJ8144                          STATION RECOVERY (2005)
 AJ8144
 AJ8144'RECOVERY NOTE BY US POWER SQUADRON 2005
 AJ8144'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AJ8145 ***********************************************************************
 AJ8145  DESIGNATION -  2S5E23SE
 AJ8145  PID         -  AJ8145
 AJ8145  STATE/COUNTY-  OR/CLACKAMAS
 AJ8145  USGS QUAD   -  CHERRYVILLE (1997)
 AJ8145
 AJ8145                         *CURRENT SURVEY CONTROL
 AJ8145  ___________________________________________________________________
 AJ8145* NAD 83(2007)-  45 22 28.38785(N)    122 08 50.47063(W)     ADJUSTED  
 AJ8145* NAVD 88     -       305.9    (meters)    1004.     (feet)  GPS OBS   
 AJ8145  ___________________________________________________________________
 AJ8145  EPOCH DATE  -        2007.00
 AJ8145  X           -  -2,388,196.544 (meters)                     COMP
 AJ8145  Y           -  -3,800,131.076 (meters)                     COMP
 AJ8145  Z           -   4,516,887.939 (meters)                     COMP
 AJ8145  LAPLACE CORR-           8.02  (seconds)                    DEFLEC99
 AJ8145  ELLIP HEIGHT-         283.691 (meters)          (02/10/07) ADJUSTED
 AJ8145  GEOID HEIGHT-         -22.23  (meters)                     GEOID03
 AJ8145
 AJ8145  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ8145  Type    PID    Designation                      North   East  Ellip
 AJ8145  -------------------------------------------------------------------
 AJ8145  NETWORK AJ8145 2S5E23SE                          0.82   0.59   2.63
 AJ8145  -------------------------------------------------------------------
 AJ8145
 AJ8145.The horizontal coordinates were established by GPS observations
 AJ8145.and adjusted by the National Geodetic Survey in February 2007.
 AJ8145
 AJ8145.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ8145.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ8145.The horizontal coordinates are valid at the epoch date displayed above.
 AJ8145.The epoch date for horizontal control is a decimal equivalence
 AJ8145.of Year/Month/Day.
 AJ8145
 AJ8145.The orthometric height was determined by GPS observations and a
 AJ8145.high-resolution geoid model.
 AJ8145
 AJ8145.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8145
 AJ8145.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8145
 AJ8145.The ellipsoidal height was determined by GPS observations
 AJ8145.and is referenced to NAD 83.
 AJ8145
 AJ8145.The geoid height was determined by GEOID03.
 AJ8145
 AJ8145;                    North         East     Units Scale Factor Converg.
 AJ8145;SPC OR N     -   191,098.733 2,370,982.186   MT  0.99990102   -1 10 05.8
 AJ8145;SPC OR N     -   626,964.35  7,778,812.95   iFT  0.99990102   -1 10 05.8
 AJ8145;UTM  10      - 5,024,913.335   566,762.326   MT  0.99965480   +0 36 24.7
 AJ8145
 AJ8145!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8145!SPC OR N     -   0.99995552  x   0.99990102  =   0.99985655
 AJ8145!UTM  10      -   0.99995552  x   0.99965480  =   0.99961034
 AJ8145
 AJ8145                          SUPERSEDED SURVEY CONTROL
 AJ8145
 AJ8145  NAD 83(1998)-  45 22 28.38619(N)    122 08 50.47201(W) AD(       ) B
 AJ8145  ELLIP H (02/26/02)  283.697  (m)                       GP(       ) 3 2
 AJ8145
 AJ8145.Superseded values are not recommended for survey control.
 AJ8145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8145.See file dsdata.txt to determine how the superseded data were derived.
 AJ8145
 AJ8145_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER6676224913(NAD 83)
 AJ8145_MARKER: DD = SURVEY DISK
 AJ8145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8145_STAMPING: T2S R5E S23 S24 S26 S25 2000
 AJ8145_MARK LOGO: OR-005
 AJ8145_PROJECTION: RECESSED 20 CENTIMETERS
 AJ8145_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ8145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8145+STABILITY: SURFACE MOTION
 AJ8145_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8145+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2000
 AJ8145
 AJ8145  HISTORY     - Date     Condition        Report By
 AJ8145  HISTORY     - 20000721 MONUMENTED       OR-005
 AJ8145
 AJ8145                          STATION DESCRIPTION
 AJ8145
 AJ8145'DESCRIBED BY CLACKAMAS COUNTY OREGON 2000 (CRC)
 AJ8145'THE STATION IS LOCATED ABOUT 44.4 KM (27.6 MI) EAST OF PORTLAND,  9.5
 AJ8145'KM
 AJ8145'(5.9 MI) SOUTHEAST OF SANDY, IN THE MIDDLE OF COALMAN ROAD, AT THE
 AJ8145'SOUTHEAST CORNER OF SECTION 23, T. 2 S., R. 5 E., W.M.
 AJ8145'OWNERSHIP-CLACKAMAS COUNTY
 AJ8145'RIGHT-OF-WAY.
 AJ8145' 
 AJ8145'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 26 AND
 AJ8145'STATE HIGHWAY 211 IN SANDY,  GO EAST ON U.S. HIGHWAY 26 FOR 0.3 KM
 AJ8145'(0.2 MI) TO THE JUNCTION OF TEN EYCK ROAD ON THE LEFT.  TURN LEFT,
 AJ8145'NORTHERLY, ON TEN EYCK
 AJ8145'ROAD FOR 1 KM (0.65 MI) TO THE JUNCTION OF COALMAN ROAD ON THE RIGHT.
 AJ8145'TURN RIGHT,
 AJ8145'EASTERLY, ON COALMAN ROAD FOR 9.7 KM (6.0 MI) TO THE STATION IN THE
 AJ8145'MIDDLE OF COALMAN
 AJ8145'ROAD.
 AJ8145' 
 AJ8145'THE STATION IS A 9.5 CM (3.25 IN) BRONZE CAP ATTACHED TO A 6 CM (2.4
 AJ8145'IN) STAINLESS STEEL PIPE
 AJ8145'0.75 M (30 IN) IN LENGTH, EMBEDDED IN A ROUND 30 CM (12 IN) DIAMETER
 AJ8145'CONCRETE POST THAT IS 1.2
 AJ8145'M (4 FT) DEEP, THE TOP OF WHICH IS RECESSED 23 CM (9 IN) BELOW THE TOP
 AJ8145'OF AND ENCASED IN A 30
 AJ8145'CM (12 IN) CAST IRON MONUMENT WELL WITH COVER THAT IS FLUSH WITH THE
 AJ8145'ROAD SURFACE.
 AJ8145' 
 AJ8145'STANDARD PRECAUTIONS MUST BE TAKEN IN TRAFFIC CONTROL
 AJ8145'PROCEDURES AS THE STATION IS IN THE MIDDLE OF  COALMAN ROAD.
 AJ8145' 
 AJ8145' 
 AJ8145' 
 AJ8145' 
 AJ8145' 
 AJ8145' 
 AJ8145'
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0894 ***********************************************************************
 QD0894  DESIGNATION -  3
 QD0894  PID         -  QD0894
 QD0894  STATE/COUNTY-  OR/DESCHUTES
 QD0894  USGS QUAD   -  BEND AIRPORT (1962)
 QD0894
 QD0894                         *CURRENT SURVEY CONTROL
 QD0894  ___________________________________________________________________
 QD0894* NAD 83(1986)-  44 03 27.     (N)    121 13 17.     (W)     SCALED    
 QD0894* NAVD 88     -      1092.333  (meters)    3583.76   (feet)  ADJUSTED  
 QD0894  ___________________________________________________________________
 QD0894  GEOID HEIGHT-         -20.89  (meters)                     GEOID03
 QD0894  DYNAMIC HT  -        1091.908 (meters)    3582.37  (feet)  COMP
 QD0894  MODELED GRAV-     980,192.0   (mgal)                       NAVD 88
 QD0894
 QD0894  VERT ORDER  -  FIRST     CLASS II
 QD0894
 QD0894.The horizontal coordinates were scaled from a topographic map and have
 QD0894.an estimated accuracy of +/- 6 seconds.
 QD0894
 QD0894.The orthometric height was determined by differential leveling
 QD0894.and adjusted in June 1991.
 QD0894
 QD0894.The geoid height was determined by GEOID03.
 QD0894
 QD0894.The dynamic height is computed by dividing the NAVD 88
 QD0894.geopotential number by the normal gravity value computed on the
 QD0894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0894.degrees latitude (g = 980.6199 gals.).
 QD0894
 QD0894.The modeled gravity was interpolated from observed gravity values.
 QD0894
 QD0894;                    North         East    Units  Estimated Accuracy
 QD0894;SPC OR S     -   265,840.    1,442,200.      MT  (+/- 180 meters Scaled)
 QD0894
 QD0894                          SUPERSEDED SURVEY CONTROL
 QD0894
 QD0894  NGVD 29 (??/??/92) 1091.178  (m)         3579.97   (f) ADJ UNCH    1 2
 QD0894
 QD0894.Superseded values are not recommended for survey control.
 QD0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0894.See file dsdata.txt to determine how the superseded data were derived.
 QD0894
 QD0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP424797(NAD 83)
 QD0894_MARKER: DD = SURVEY DISK
 QD0894_SETTING: 66 = SET IN ROCK OUTCROP
 QD0894_SP_SET: ROCK OUTCROP
 QD0894_STAMPING: 3 1927 3582
 QD0894_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QD0894+STABILITY: POSITION/ELEVATION WELL
 QD0894
 QD0894  HISTORY     - Date     Condition        Report By
 QD0894  HISTORY     - 1927     MONUMENTED       ORDT
 QD0894  HISTORY     - 1943     GOOD             NGS
 QD0894
 QD0894                          STATION DESCRIPTION
 QD0894
 QD0894'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QD0894'4.4 MI SE FROM BEND.
 QD0894'THIS MARK IS ABOUT 4.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 20 FROM THE
 QD0894'RAILWAY STATION AT BEND, DESCHUTES COUNTY, 0.1 MILE EAST OF A CANAL,
 QD0894'SET IN THE TOP OF A ROCK OUTCROP ON A SMALL RISE, 6.0 FEET WEST OF A
 QD0894'CEDAR TREE, 8.0 FEET SOUTHWEST OF A WHITE REFERENCE POST, 80.0 FEET
 QD0894'SOUTH OF THE CENTER LINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0162 ***********************************************************************
 QE0162  DESIGNATION -  3
 QE0162  PID         -  QE0162
 QE0162  STATE/COUNTY-  OR/LINN
 QE0162  USGS QUAD   -  CASCADIA (1994)
 QE0162
 QE0162                         *CURRENT SURVEY CONTROL
 QE0162  ___________________________________________________________________
 QE0162* NAD 83(1986)-  44 23 46.     (N)    122 28 24.     (W)     SCALED    
 QE0162* NAVD 88     -       263.832  (meters)     865.59   (feet)  POSTED    
 QE0162  ___________________________________________________________________
 QE0162  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 QE0162  DYNAMIC HT  -         263.780 (meters)     865.42  (feet)  COMP
 QE0162  MODELED GRAV-     980,418.2   (mgal)                       NAVD 88
 QE0162
 QE0162  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 QE0162
 QE0162.The horizontal coordinates were scaled from a topographic map and have
 QE0162.an estimated accuracy of +/- 6 seconds.
 QE0162
 QE0162.The orthometric height was determined by differential leveling
 QE0162.and adjusted by the  in 1992.
 QE0162.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 QE0162.rate of 1.1 thru 2.0 mm/km.
 QE0162
 QE0162.The geoid height was determined by GEOID03.
 QE0162
 QE0162.The dynamic height is computed by dividing the NAVD 88
 QE0162.geopotential number by the normal gravity value computed on the
 QE0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0162.degrees latitude (g = 980.6199 gals.).
 QE0162
 QE0162.The modeled gravity was interpolated from observed gravity values.
 QE0162
 QE0162;                    North         East    Units  Estimated Accuracy
 QE0162;SPC OR N     -    82,980.    2,342,800.      MT  (+/- 180 meters Scaled)
 QE0162
 QE0162                          SUPERSEDED SURVEY CONTROL
 QE0162
 QE0162  NGVD 29 (??/??/92)  262.752  (m)          862.05   (f) ADJ UNCH    1 2
 QE0162
 QE0162.Superseded values are not recommended for survey control.
 QE0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0162.See file dsdata.txt to determine how the superseded data were derived.
 QE0162
 QE0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ419160(NAD 83)
 QE0162_MARKER: DD = SURVEY DISK
 QE0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0162_STAMPING: 864 23 C 3 1929
 QE0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0162+STABILITY: SURFACE MOTION
 QE0162
 QE0162  HISTORY     - Date     Condition        Report By
 QE0162  HISTORY     - 1929     MONUMENTED       BPR
 QE0162  HISTORY     - 1963     GOOD             NGS
 QE0162
 QE0162                          STATION DESCRIPTION
 QE0162
 QE0162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 QE0162'0.7 MI NE FROM CASCADIA.
 QE0162'0.7 MILE NORTHEAST ALONG U.S. HIGHWAY 20 FROM THE CASCADIA SCHOOL, 250
 QE0162'FEET NORTHEAST OF A HIGHWAY STOCK PILE, 42 FEET NORTH OF THE CENTER OF
 QE0162'THE HIGHWAY, 3 FEET SOUTH OF A WOODEN WITNESS POST AND 1 FOOT ABOVE
 QE0162'THE LEVEL OF THE HIGHWAY.  SET IN A ROUND CONCRETE MONUMENT THAT
 QE0162'PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0524 ***********************************************************************
 QD0524  DESIGNATION -  3
 QD0524  PID         -  QD0524
 QD0524  STATE/COUNTY-  OR/JEFFERSON
 QD0524  USGS QUAD   -  WARM SPRINGS (1963)
 QD0524
 QD0524                         *CURRENT SURVEY CONTROL
 QD0524  ___________________________________________________________________
 QD0524* NAD 83(1986)-  44 46 41.     (N)    121 17 41.     (W)     SCALED    
 QD0524* NAVD 88     -       584.221  (meters)    1916.73   (feet)  ADJUSTED  
 QD0524  ___________________________________________________________________
 QD0524  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 QD0524  DYNAMIC HT  -         584.089 (meters)    1916.30  (feet)  COMP
 QD0524  MODELED GRAV-     980,373.2   (mgal)                       NAVD 88
 QD0524
 QD0524  VERT ORDER  -  SECOND    CLASS 0
 QD0524
 QD0524.The horizontal coordinates were scaled from a topographic map and have
 QD0524.an estimated accuracy of +/- 6 seconds.
 QD0524
 QD0524.The orthometric height was determined by differential leveling
 QD0524.and adjusted in June 1991.
 QD0524
 QD0524.The geoid height was determined by GEOID03.
 QD0524
 QD0524.The dynamic height is computed by dividing the NAVD 88
 QD0524.geopotential number by the normal gravity value computed on the
 QD0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0524.degrees latitude (g = 980.6199 gals.).
 QD0524
 QD0524.The modeled gravity was interpolated from observed gravity values.
 QD0524
 QD0524;                    North         East    Units  Estimated Accuracy
 QD0524;SPC OR N     -   123,810.    2,437,100.      MT  (+/- 180 meters Scaled)
 QD0524
 QD0524                          SUPERSEDED SURVEY CONTROL
 QD0524
 QD0524  NGVD 29 (??/??/92)  583.136  (m)         1913.17   (f) ADJ UNCH    2 0
 QD0524
 QD0524.Superseded values are not recommended for survey control.
 QD0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0524.See file dsdata.txt to determine how the superseded data were derived.
 QD0524
 QD0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ349597(NAD 83)
 QD0524_MARKER: DD = SURVEY DISK
 QD0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD0524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QD0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0524+STABILITY: SURFACE MOTION
 QD0524
 QD0524  HISTORY     - Date     Condition        Report By
 QD0524  HISTORY     - UNK      MONUMENTED       ORDT
 QD0524  HISTORY     - 1949     GOOD             NGS
 QD0524
 QD0524                          STATION DESCRIPTION
 QD0524
 QD0524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 QD0524'1.9 MI NW FROM WARM SPRINGS.
 QD0524'1.9 MILES NORTHWEST ALONG STATE HIGHWAY 52 FROM WARM SPRINGS AGENCY AT
 QD0524'WARM SPRINGS, ON WARM SPRINGS INDIAN RESERVATION, AT THE NORTHWEST END
 QD0524'OF A SHORT CUT, 75.4 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 QD0524'ABOUT 5 FEET LOWER THAN THE HIGHWAY, 0.9 FOOT SOUTHEAST OF A WITNESS
 QD0524'POST, 0.6 FOOT NORTHEAST OF A FENCE, AND SET IN THE TOP OF A CONCRETE
 QD0524'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0559 ***********************************************************************
 QB0559  DESIGNATION -  3
 QB0559  PID         -  QB0559
 QB0559  STATE/COUNTY-  OR/BAKER
 QB0559  USGS QUAD   -  STURGILL CREEK (1987)
 QB0559
 QB0559                         *CURRENT SURVEY CONTROL
 QB0559  ___________________________________________________________________
 QB0559* NAD 83(1986)-  44 38 09.     (N)    117 06 15.     (W)     SCALED    
 QB0559* NAVD 88     -       589.115  (meters)    1932.79   (feet)  ADJUSTED  
 QB0559  ___________________________________________________________________
 QB0559  GEOID HEIGHT-         -16.46  (meters)                     GEOID03
 QB0559  DYNAMIC HT  -         588.948 (meters)    1932.24  (feet)  COMP
 QB0559  MODELED GRAV-     980,316.5   (mgal)                       NAVD 88
 QB0559
 QB0559  VERT ORDER  -  SECOND    CLASS 0
 QB0559
 QB0559.The horizontal coordinates were scaled from a topographic map and have
 QB0559.an estimated accuracy of +/- 6 seconds.
 QB0559
 QB0559.The orthometric height was determined by differential leveling
 QB0559.and adjusted in June 1991.
 QB0559
 QB0559.The geoid height was determined by GEOID03.
 QB0559
 QB0559.The dynamic height is computed by dividing the NAVD 88
 QB0559.geopotential number by the normal gravity value computed on the
 QB0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0559.degrees latitude (g = 980.6199 gals.).
 QB0559
 QB0559.The modeled gravity was interpolated from observed gravity values.
 QB0559
 QB0559;                    North         East    Units  Estimated Accuracy
 QB0559;SPC OR N     -   113,360.    2,769,350.      MT  (+/- 180 meters Scaled)
 QB0559
 QB0559                          SUPERSEDED SURVEY CONTROL
 QB0559
 QB0559  NGVD 29 (??/??/92)  588.098  (m)         1929.45   (f) ADJ UNCH    2 0
 QB0559
 QB0559.Superseded values are not recommended for survey control.
 QB0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0559.See file dsdata.txt to determine how the superseded data were derived.
 QB0559
 QB0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK917425(NAD 83)
 QB0559_MARKER: S = SPIKE
 QB0559_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QB0559_SP_SET: WOODEN SILL
 QB0559_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB0559
 QB0559  HISTORY     - Date     Condition        Report By
 QB0559  HISTORY     - UNK      MONUMENTED       DOD
 QB0559  HISTORY     - 1946     GOOD             NGS
 QB0559
 QB0559                          STATION DESCRIPTION
 QB0559
 QB0559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 QB0559'7.9 MI N FROM MINERAL.
 QB0559'ALONG THE HOMESTEAD BRANCH OF THE UNION PACIFIC RAILROAD, 7.9 MILES
 QB0559'NORTH OF THE WATER TANK AT MINERAL, AT THE NORTH END OF TRESTLE NO.
 QB0559'23.17, 2.6 FEET EAST OF THE EAST RAIL, 2.1 FEET BELOW THE BASE OF THE
 QB0559'RAILS, THE HEAD OF AN IRON SPIKE (DRIFT BOLT) DRIVEN IN THE CENTER AND
 QB0559'TOP OF AND 1.3 FOOT WEST OF THE EAST END OF A 15X15-INCH WOODEN SILL
 QB0559'ACROSS THE NORTH END OF THE TRESTLE, BOLT HEAD CIRCLED WITH WHITE
 QB0559'PAINT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0271 ***********************************************************************
 NZ0271  DESIGNATION -  3
 NZ0271  PID         -  NZ0271
 NZ0271  STATE/COUNTY-  OR/DOUGLAS
 NZ0271  USGS QUAD   -  RAGSDALE BUTTE (1989)
 NZ0271
 NZ0271                         *CURRENT SURVEY CONTROL
 NZ0271  ___________________________________________________________________
 NZ0271* NAD 83(1986)-  42 47 14.     (N)    122 52 02.     (W)     SCALED    
 NZ0271* NAVD 88     -       924.037  (meters)    3031.61   (feet)  ADJUSTED  
 NZ0271  ___________________________________________________________________
 NZ0271  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 NZ0271  DYNAMIC HT  -         923.683 (meters)    3030.45  (feet)  COMP
 NZ0271  MODELED GRAV-     980,205.5   (mgal)                       NAVD 88
 NZ0271
 NZ0271  VERT ORDER  -  SECOND    CLASS 0
 NZ0271
 NZ0271.The horizontal coordinates were scaled from a topographic map and have
 NZ0271.an estimated accuracy of +/- 6 seconds.
 NZ0271
 NZ0271.The orthometric height was determined by differential leveling
 NZ0271.and adjusted in June 1991.
 NZ0271
 NZ0271.The geoid height was determined by GEOID03.
 NZ0271
 NZ0271.The dynamic height is computed by dividing the NAVD 88
 NZ0271.geopotential number by the normal gravity value computed on the
 NZ0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0271.degrees latitude (g = 980.6199 gals.).
 NZ0271
 NZ0271.The modeled gravity was interpolated from observed gravity values.
 NZ0271
 NZ0271;                    North         East    Units  Estimated Accuracy
 NZ0271;SPC OR S     -   127,210.    1,306,350.      MT  (+/- 180 meters Scaled)
 NZ0271
 NZ0271                          SUPERSEDED SURVEY CONTROL
 NZ0271
 NZ0271  NGVD 29 (??/??/92)  922.977  (m)         3028.13   (f) ADJ UNCH    2 0
 NZ0271
 NZ0271.Superseded values are not recommended for survey control.
 NZ0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0271.See file dsdata.txt to determine how the superseded data were derived.
 NZ0271
 NZ0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN108371(NAD 83)
 NZ0271_MARKER: DD = SURVEY DISK
 NZ0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ0271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NZ0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0271+STABILITY: SURFACE MOTION
 NZ0271
 NZ0271  HISTORY     - Date     Condition        Report By
 NZ0271  HISTORY     - UNK      MONUMENTED       BPR
 NZ0271  HISTORY     - 1949     GOOD             NGS
 NZ0271  HISTORY     - 1960     GOOD             NGS
 NZ0271
 NZ0271                          STATION DESCRIPTION
 NZ0271
 NZ0271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 NZ0271'1.3 MI S FROM DIVIDE G S.
 NZ0271'1.3 MILES NORTH ALONG STATE HIGHWAY 227 FROM DIVIDE GUARD STATION, 0.1
 NZ0271'MILE NORTH OF A SAWMILL, AT THE CENTER OF THE TOP OF THE EAST BANK OF
 NZ0271'A CUT, 39 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 20 FEET
 NZ0271'HIGHER THAN THE ROAD, 14 FEET SOUTH OF A 36-IN. FIR TREE, AND SET IN
 NZ0271'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 NZ0271
 NZ0271                          STATION RECOVERY (1960)
 NZ0271
 NZ0271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 NZ0271'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0617 ***********************************************************************
 NY0617  DESIGNATION -  3
 NY0617  PID         -  NY0617
 NY0617  STATE/COUNTY-  OR/KLAMATH
 NY0617  USGS QUAD   -  SUN PASS (1985)
 NY0617
 NY0617                         *CURRENT SURVEY CONTROL
 NY0617  ___________________________________________________________________
 NY0617* NAD 83(1986)-  42 49 38.     (N)    121 56 11.     (W)     SCALED    
 NY0617* NAVD 88     -      1541.825  (meters)    5058.47   (feet)  POSTED    
 NY0617  ___________________________________________________________________
 NY0617  GEOID HEIGHT-         -21.87  (meters)                     GEOID03
 NY0617  DYNAMIC HT  -        1540.910 (meters)    5055.47  (feet)  COMP
 NY0617  MODELED GRAV-     979,969.8   (mgal)                       NAVD 88
 NY0617
 NY0617  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 NY0617
 NY0617.The horizontal coordinates were scaled from a topographic map and have
 NY0617.an estimated accuracy of +/- 6 seconds.
 NY0617
 NY0617.The orthometric height was determined by differential leveling
 NY0617.and adjusted by the  in 1992.
 NY0617.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 NY0617.rate of 1.1 thru 2.0 mm/km.
 NY0617
 NY0617.The geoid height was determined by GEOID03.
 NY0617
 NY0617.The dynamic height is computed by dividing the NAVD 88
 NY0617.geopotential number by the normal gravity value computed on the
 NY0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0617.degrees latitude (g = 980.6199 gals.).
 NY0617
 NY0617.The modeled gravity was interpolated from observed gravity values.
 NY0617
 NY0617;                    North         East    Units  Estimated Accuracy
 NY0617;SPC OR S     -   129,930.    1,382,560.      MT  (+/- 180 meters Scaled)
 NY0617
 NY0617                          SUPERSEDED SURVEY CONTROL
 NY0617
 NY0617  NGVD 29 (??/??/92) 1540.512  (m)         5054.16   (f) ADJ UNCH    2 0
 NY0617
 NY0617.Superseded values are not recommended for survey control.
 NY0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0617.See file dsdata.txt to determine how the superseded data were derived.
 NY0617
 NY0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN869421(NAD 83)
 NY0617_MARKER: DD = SURVEY DISK
 NY0617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0617_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NY0617_STAMPING: 5054 3077 3 1928
 NY0617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0617+STABILITY: SURFACE MOTION
 NY0617
 NY0617  HISTORY     - Date     Condition        Report By
 NY0617  HISTORY     - 1928     MONUMENTED       BPR
 NY0617  HISTORY     - 1931     GOOD             NGS
 NY0617  HISTORY     - 19860917 GOOD             USPSQD
 NY0617
 NY0617                          STATION DESCRIPTION
 NY0617
 NY0617'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 NY0617'0.4 MI NW FROM JCT ST HWY 232 AND US 97.
 NY0617'ABOUT 0.4 MILE NORTHWEST ALONG STATE HIGHWAY 232 FROM THE JUNCTION OF
 NY0617'THE DALLES-CALIFORNIA HIGHWAY (US.S. 97), KLAMATH COUNTY, 20 FEET
 NY0617'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY.  A UNITED STATES BUREAU
 NY0617'OF PUBLIC ROADS STANDARD DISK, STAMPED 5054 3077 3 1928 AND SET IN THE
 NY0617'TOP OF A CONCRETE POST.
 NY0617
 NY0617                          STATION RECOVERY (1986)
 NY0617
 NY0617'RECOVERY NOTE BY US POWER SQUADRON 1986 (RCC)
 NY0617'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH1017 ***********************************************************************
 OH1017  DESIGNATION -  3
 OH1017  PID         -  OH1017
 OH1017  STATE/COUNTY-  OR/MALHEUR
 OH1017  USGS QUAD   -  LITTLE VALLEY (1990)
 OH1017
 OH1017                         *CURRENT SURVEY CONTROL
 OH1017  ___________________________________________________________________
 OH1017* NAD 83(1986)-  43 52 52.     (N)    117 32 02.     (W)     SCALED    
 OH1017* NAVD 88     -       752.865  (meters)    2470.02   (feet)  ADJUSTED  
 OH1017  ___________________________________________________________________
 OH1017  GEOID HEIGHT-         -18.03  (meters)                     GEOID03
 OH1017  DYNAMIC HT  -         752.606 (meters)    2469.17  (feet)  COMP
 OH1017  MODELED GRAV-     980,250.2   (mgal)                       NAVD 88
 OH1017
 OH1017  VERT ORDER  -  FIRST     CLASS II
 OH1017
 OH1017.The horizontal coordinates were scaled from a topographic map and have
 OH1017.an estimated accuracy of +/- 6 seconds.
 OH1017
 OH1017.The orthometric height was determined by differential leveling
 OH1017.and adjusted in June 1991.
 OH1017
 OH1017.The geoid height was determined by GEOID03.
 OH1017
 OH1017.The dynamic height is computed by dividing the NAVD 88
 OH1017.geopotential number by the normal gravity value computed on the
 OH1017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH1017.degrees latitude (g = 980.6199 gals.).
 OH1017
 OH1017.The modeled gravity was interpolated from observed gravity values.
 OH1017
 OH1017;                    North         East    Units  Estimated Accuracy
 OH1017;SPC OR S     -   250,220.    1,738,320.      MT  (+/- 180 meters Scaled)
 OH1017
 OH1017                          SUPERSEDED SURVEY CONTROL
 OH1017
 OH1017  NGVD 29 (??/??/92)  751.839  (m)         2466.66   (f) ADJ UNCH    1 2
 OH1017
 OH1017.Superseded values are not recommended for survey control.
 OH1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1017.See file dsdata.txt to determine how the superseded data were derived.
 OH1017
 OH1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ571588(NAD 83)
 OH1017_MARKER: B = BOLT
 OH1017_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OH1017_SP_SET: CULVERT
 OH1017_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH1017
 OH1017  HISTORY     - Date     Condition        Report By
 OH1017  HISTORY     - UNK      MONUMENTED       UPRR
 OH1017  HISTORY     - 1944     GOOD             NGS
 OH1017
 OH1017                          STATION DESCRIPTION
 OH1017
 OH1017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 OH1017'4.6 MI NE FROM HARPER.
 OH1017'4.6 MILES NORTHEAST ALONG THE OREGON SHORT LINE RAILROAD FROM THE
 OH1017'STATION AT HARPER, SET IN THE SOUTHEAST CORNER OF THE SOUTHWEST
 OH1017'HEADWALL OF CULVERT NO. 37.44, 7.0 FEET SOUTHWEST OF THE SOUTHWEST
 OH1017'RAIL OF THE TRACK, 1.0 FOOT NORTHWEST OF THE SOUTHEAST END OF THE
 OH1017'HEADWALL.  A SQUARE TAP AND BOLT CEMENTED IN HEADWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0984 ***********************************************************************
 NZ0984  DESIGNATION -  3
 NZ0984  PID         -  NZ0984
 NZ0984  STATE/COUNTY-  OR/JACKSON
 NZ0984  USGS QUAD   -  SISKIYOU PASS (1983)
 NZ0984
 NZ0984                         *CURRENT SURVEY CONTROL
 NZ0984  ___________________________________________________________________
 NZ0984* NAD 83(1986)-  42 07 21.     (N)    122 33 07.     (W)     SCALED    
 NZ0984* NAVD 88     -       735.026  (meters)    2411.50   (feet)  ADJUSTED  
 NZ0984  ___________________________________________________________________
 NZ0984  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 NZ0984  DYNAMIC HT  -         734.630 (meters)    2410.20  (feet)  COMP
 NZ0984  MODELED GRAV-     980,061.4   (mgal)                       NAVD 88
 NZ0984
 NZ0984  VERT ORDER  -  FIRST     CLASS II
 NZ0984
 NZ0984.The horizontal coordinates were scaled from a topographic map and have
 NZ0984.an estimated accuracy of +/- 6 seconds.
 NZ0984
 NZ0984.The orthometric height was determined by differential leveling
 NZ0984.and adjusted in June 1991.
 NZ0984
 NZ0984.The geoid height was determined by GEOID03.
 NZ0984
 NZ0984.The dynamic height is computed by dividing the NAVD 88
 NZ0984.geopotential number by the normal gravity value computed on the
 NZ0984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0984.degrees latitude (g = 980.6199 gals.).
 NZ0984
 NZ0984.The modeled gravity was interpolated from observed gravity values.
 NZ0984
 NZ0984;                    North         East    Units  Estimated Accuracy
 NZ0984;SPC OR S     -    52,720.    1,330,330.      MT  (+/- 180 meters Scaled)
 NZ0984
 NZ0984                          SUPERSEDED SURVEY CONTROL
 NZ0984
 NZ0984.No superseded survey control is available for this station.
 NZ0984
 NZ0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM370634(NAD 83)
 NZ0984_MARKER: DB = BENCH MARK DISK
 NZ0984_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NZ0984_SP_SET: HEADWALL
 NZ0984_STAMPING: 3
 NZ0984_MARK LOGO: OR-029
 NZ0984_MAGNETIC: N = NO MAGNETIC MATERIAL
 NZ0984_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NZ0984_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NZ0984+SATELLITE: SATELLITE OBSERVATIONS - May 24, 1988
 NZ0984
 NZ0984  HISTORY     - Date     Condition        Report By
 NZ0984  HISTORY     - UNK      MONUMENTED       OR-029
 NZ0984  HISTORY     - 19880524 GOOD             NGS
 NZ0984
 NZ0984                          STATION DESCRIPTION
 NZ0984
 NZ0984'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 NZ0984'12.9 KM (8.00 MI) EASTERLY ALONG STATE HIGHWAY 66 FROM THE JUNCTION OF
 NZ0984'INTERSTATE HIGHWAY 5 IN ASHLAND, THENCE 2.1 KM (1.30 MI) EASTERLY
 NZ0984'ALONG BUCKHORN ROAD, IN TOP OF AND 0.4 M (1.3 FT) NORTHWEST OF THE
 NZ0984'SOUTHEAST END OF THE SOUTHWEST CONCRETE HEADWALL OF BRIDGE NUMBER 48
 NZ0984'SPANNING CARTER CREEK, 7.1 M (23.3 FT) SOUTHWEST OF THE CENTER OF THE
 NZ0984'ROAD, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH1165 ***********************************************************************
 OH1165  DESIGNATION -  3 A 2236
 OH1165  PID         -  OH1165
 OH1165  STATE/COUNTY-  OR/MALHEUR
 OH1165  USGS QUAD   -  OWYHEE (1967)
 OH1165
 OH1165                         *CURRENT SURVEY CONTROL
 OH1165  ___________________________________________________________________
 OH1165* NAD 83(1991)-  43 47 42.04231(N)    117 05 20.06724(W)     ADJUSTED  
 OH1165* NAVD 88     -       685.     (meters)    2247.     (feet)  SCALED    
 OH1165  ___________________________________________________________________
 OH1165  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 OH1165  GEOID HEIGHT-         -17.98  (meters)                     GEOID03
 OH1165  HORZ ORDER  -  SECOND
 OH1165
 OH1165.The horizontal coordinates were established by classical geodetic methods
 OH1165.and adjusted by the National Geodetic Survey in October 1991.
 OH1165
 OH1165.The orthometric height was scaled from a topographic map.
 OH1165
 OH1165.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1165
 OH1165.The geoid height was determined by GEOID03.
 OH1165
 OH1165;                    North         East     Units Scale Factor Converg.
 OH1165;SPC OR S     -   242,017.808 1,774,442.511   MT  0.99995437   +2 20 01.3
 OH1165;SPC OR S     -   794,021.68  5,821,661.78   iFT  0.99995437   +2 20 01.3
 OH1165;SPC ID W     -   237,288.181   692,249.033   MT  1.00007609   -0 55 36.2
 OH1165;SPC ID W     -   778,502.97  2,271,153.70   sFT  1.00007609   -0 55 36.2
 OH1165;UTM  11      - 4,849,109.498   492,847.419   MT  0.99960063   -0 03 41.5
 OH1165
 OH1165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1165!SPC OR S     -   0.99989542  x   0.99995437  =   0.99984980
 OH1165!SPC ID W     -   0.99989542  x   1.00007609  =   0.99997151
 OH1165!UTM  11      -   0.99989542  x   0.99960063  =   0.99949610
 OH1165
 OH1165                          SUPERSEDED SURVEY CONTROL
 OH1165
 OH1165  NAD 83(1986)-  43 47 42.04202(N)    117 05 20.06654(W) AD(       ) 2
 OH1165  NAD 27      -  43 47 42.47500(N)    117 05 16.48200(W) AD(       ) 2
 OH1165
 OH1165.Superseded values are not recommended for survey control.
 OH1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1165.See file dsdata.txt to determine how the superseded data were derived.
 OH1165
 OH1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ9284749109(NAD 83)
 OH1165
 OH1165  HISTORY     - Date     Condition        Report By
 OH1165  HISTORY     - 1945     MONUMENTED       USGS
 OH1165
 OH1165                          STATION DESCRIPTION
 OH1165
 OH1165'DESCRIBED BY US GEOLOGICAL SURVEY 1945
 OH1165'SEE STATION YHEE
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2691 ***********************************************************************
 QE2691  DESIGNATION -  3 B 122 G
 QE2691  PID         -  QE2691
 QE2691  STATE/COUNTY-  OR/LINCOLN
 QE2691  USGS QUAD   -  HARLAN (1984)
 QE2691
 QE2691                         *CURRENT SURVEY CONTROL
 QE2691  ___________________________________________________________________
 QE2691* NAD 83(1986)-  44 32 26.     (N)    123 41 41.     (W)     SCALED    
 QE2691* NAVD 88     -        74.686  (meters)     245.03   (feet)  ADJUSTED  
 QE2691  ___________________________________________________________________
 QE2691  GEOID HEIGHT-         -22.23  (meters)                     GEOID03
 QE2691  DYNAMIC HT  -          74.684 (meters)     245.03  (feet)  COMP
 QE2691  MODELED GRAV-     980,594.8   (mgal)                       NAVD 88
 QE2691
 QE2691  VERT ORDER  -  SECOND    CLASS I
 QE2691
 QE2691.The horizontal coordinates were scaled from a topographic map and have
 QE2691.an estimated accuracy of +/- 6 seconds.
 QE2691
 QE2691.The orthometric height was determined by differential leveling
 QE2691.and adjusted in August 1995.
 QE2691
 QE2691.The geoid height was determined by GEOID03.
 QE2691
 QE2691.The dynamic height is computed by dividing the NAVD 88
 QE2691.geopotential number by the normal gravity value computed on the
 QE2691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE2691.degrees latitude (g = 980.6199 gals.).
 QE2691
 QE2691.The modeled gravity was interpolated from observed gravity values.
 QE2691
 QE2691;                    North         East    Units  Estimated Accuracy
 QE2691;SPC OR N     -   102,130.    2,246,180.      MT  (+/- 180 meters Scaled)
 QE2691
 QE2691                          SUPERSEDED SURVEY CONTROL
 QE2691
 QE2691.No superseded survey control is available for this station.
 QE2691
 QE2691_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ448321(NAD 83)
 QE2691_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QE2691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE2691_SP_SET: 6-INCH OCTAGON POST
 QE2691_STAMPING: 3 B 122 G 242
 QE2691_MARK LOGO: USE   
 QE2691_PROJECTION: PROJECTING 15 CENTIMETERS
 QE2691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE2691+STABILITY: SURFACE MOTION
 QE2691
 QE2691  HISTORY     - Date     Condition        Report By
 QE2691  HISTORY     - 1939     MONUMENTED       USE
 QE2691  HISTORY     - 1979     POOR             USGS
 QE2691
 QE2691                          STATION DESCRIPTION
 QE2691
 QE2691'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 QE2691'IN HARLAN.
 QE2691'IN HARLAN.  110 FT E OF POWERPOLE EB 137, 103 FT SE OF BM 3 KJO 1979,
 QE2691'30 FT SE OF RD JCT, 20 FT S OF CENTERLINE OF RD, 1.5 FT N OF SIGN
 QE2691'POST.  BM DISTURBED, NEW ELEVATION ESTABLISHED ON HIGH POINT OF DISK.
 QE2691'NGS HORIZ QUAD 441234, STATION 9006.
 QE2691'THE MARK IS 1.5 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0607 ***********************************************************************
 NW0607  DESIGNATION -  3 BKC
 NW0607  PID         -  NW0607
 NW0607  STATE/COUNTY-  OR/MALHEUR
 NW0607  USGS QUAD   -  INDIAN FORT (1980)
 NW0607
 NW0607                         *CURRENT SURVEY CONTROL
 NW0607  ___________________________________________________________________
 NW0607* NAD 83(1986)-  42 42 07.     (N)    117 23 28.     (W)     SCALED    
 NW0607* NAVD 88     -      1367.636  (meters)    4486.99   (feet)  ADJUSTED  
 NW0607  ___________________________________________________________________
 NW0607  GEOID HEIGHT-         -17.65  (meters)                     GEOID03
 NW0607  DYNAMIC HT  -        1366.859 (meters)    4484.44  (feet)  COMP
 NW0607  MODELED GRAV-     980,005.1   (mgal)                       NAVD 88
 NW0607
 NW0607  VERT ORDER  -  SECOND    CLASS 0
 NW0607
 NW0607.The horizontal coordinates were scaled from a topographic map and have
 NW0607.an estimated accuracy of +/- 6 seconds.
 NW0607
 NW0607.The orthometric height was determined by differential leveling
 NW0607.and adjusted in August 1995.
 NW0607
 NW0607.The geoid height was determined by GEOID03.
 NW0607
 NW0607.The dynamic height is computed by dividing the NAVD 88
 NW0607.geopotential number by the normal gravity value computed on the
 NW0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0607.degrees latitude (g = 980.6199 gals.).
 NW0607
 NW0607.The modeled gravity was interpolated from observed gravity values.
 NW0607
 NW0607;                    North         East    Units  Estimated Accuracy
 NW0607;SPC OR S     -   119,730.    1,754,650.      MT  (+/- 180 meters Scaled)
 NW0607
 NW0607                          SUPERSEDED SURVEY CONTROL
 NW0607
 NW0607.No superseded survey control is available for this station.
 NW0607
 NW0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH679277(NAD 83)
 NW0607_MARKER: DB = BENCH MARK DISK
 NW0607_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0607_SP_SET: COPPER-CLAD STEEL ROD
 NW0607_STAMPING: 3 BKC 1973 4483
 NW0607_MARK LOGO: USGS  
 NW0607_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0607_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0607_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0607+SATELLITE: SATELLITE OBSERVATIONS - 1973
 NW0607
 NW0607  HISTORY     - Date     Condition        Report By
 NW0607  HISTORY     - 1973     MONUMENTED       USGS
 NW0607
 NW0607                          STATION DESCRIPTION
 NW0607
 NW0607'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 NW0607'FROM ROME, OREGON PROCEED 17.6 MILES SOUTH ALONG A DIRT ROAD, 47 FEET
 NW0607'WEST OF THE CENTERLINE OF THE ROAD, SET ON A COPPER-COATED STEEL ROD
 NW0607'DRIVEN TO REFUSAL (ROD DEPTH UNKNOWN), ENCASED IN 6-INCH BLACK PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0693 ***********************************************************************
 RA0693  DESIGNATION -  3 BS 10
 RA0693  PID         -  RA0693
 RA0693  STATE/COUNTY-  OR/WALLOWA
 RA0693  USGS QUAD   -  JOSEPH (1990)
 RA0693
 RA0693                         *CURRENT SURVEY CONTROL
 RA0693  ___________________________________________________________________
 RA0693* NAD 83(1986)-  45 21 11.     (N)    117 14 11.     (W)     SCALED    
 RA0693* NAVD 88     -      1265.734  (meters)    4152.66   (feet)  ADJUSTED  
 RA0693  ___________________________________________________________________
 RA0693  GEOID HEIGHT-         -15.86  (meters)                     GEOID03
 RA0693  DYNAMIC HT  -        1265.312 (meters)    4151.28  (feet)  COMP
 RA0693  MODELED GRAV-     980,239.1   (mgal)                       NAVD 88
 RA0693
 RA0693  VERT ORDER  -  SECOND    CLASS 0
 RA0693
 RA0693.The horizontal coordinates were scaled from a topographic map and have
 RA0693.an estimated accuracy of +/- 6 seconds.
 RA0693
 RA0693.The orthometric height was determined by differential leveling
 RA0693.and adjusted in June 1991.
 RA0693
 RA0693.The geoid height was determined by GEOID03.
 RA0693
 RA0693.The dynamic height is computed by dividing the NAVD 88
 RA0693.geopotential number by the normal gravity value computed on the
 RA0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0693.degrees latitude (g = 980.6199 gals.).
 RA0693
 RA0693.The modeled gravity was interpolated from observed gravity values.
 RA0693
 RA0693;                    North         East    Units  Estimated Accuracy
 RA0693;SPC OR N     -   192,560.    2,755,650.      MT  (+/- 180 meters Scaled)
 RA0693
 RA0693                          SUPERSEDED SURVEY CONTROL
 RA0693
 RA0693  NGVD 29 (??/??/92) 1264.474  (m)         4148.53   (f) ADJ UNCH    2 0
 RA0693
 RA0693.Superseded values are not recommended for survey control.
 RA0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0693.See file dsdata.txt to determine how the superseded data were derived.
 RA0693
 RA0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML814221(NAD 83)
 RA0693_MARKER: DD = SURVEY DISK
 RA0693_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RA0693_SP_SET: BRIDGE
 RA0693_STAMPING: 3 B-S10 1940
 RA0693_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RA0693
 RA0693  HISTORY     - Date     Condition        Report By
 RA0693  HISTORY     - 1940     MONUMENTED       ORDT
 RA0693  HISTORY     - 1945     GOOD             NGS
 RA0693
 RA0693                          STATION DESCRIPTION
 RA0693
 RA0693'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 RA0693'0.6 MI NW FROM JOSEPH.
 RA0693'0.2 MILE NORTH ALONG STATE HIGHWAY NO. 82 AND 0.4 MILE WEST ALONG
 RA0693'HURRICANE CREEK ROAD FROM THE POST OFFICE AT JOSEPH, AT EAST END OF
 RA0693'BRIDGE OVER WALLOWA RIVER, 16.0 FEET SOUTH OF CENTERLINE OF ROAD, SET
 RA0693'0.5 FOOT WEST OF SOUTHEAST CORNER OF EAST END OF WALKWAY ALONG SOUTH
 RA0693'SIDE OF CONCRETE BRIDGE OVER RIVER, ABOUT 0.5 FOOT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB1160 ***********************************************************************
 QB1160  DESIGNATION -  3 EDN
 QB1160  PID         -  QB1160
 QB1160  STATE/COUNTY-  OR/MALHEUR
 QB1160  USGS QUAD   -  BECKER CREEK (1990)
 QB1160
 QB1160                         *CURRENT SURVEY CONTROL
 QB1160  ___________________________________________________________________
 QB1160* NAD 83(1986)-  44 15 29.     (N)    117 33 28.     (W)     SCALED    
 QB1160* NAVD 88     -       863.223  (meters)    2832.09   (feet)  ADJUSTED  
 QB1160  ___________________________________________________________________
 QB1160  GEOID HEIGHT-         -17.51  (meters)                     GEOID03
 QB1160  DYNAMIC HT  -         862.931 (meters)    2831.13  (feet)  COMP
 QB1160  MODELED GRAV-     980,252.2   (mgal)                       NAVD 88
 QB1160
 QB1160  VERT ORDER  -  FIRST     CLASS II
 QB1160
 QB1160.The horizontal coordinates were scaled from a topographic map and have
 QB1160.an estimated accuracy of +/- 6 seconds.
 QB1160
 QB1160.The orthometric height was determined by differential leveling
 QB1160.and adjusted in June 1991.
 QB1160
 QB1160.The geoid height was determined by GEOID03.
 QB1160
 QB1160.The dynamic height is computed by dividing the NAVD 88
 QB1160.geopotential number by the normal gravity value computed on the
 QB1160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB1160.degrees latitude (g = 980.6199 gals.).
 QB1160
 QB1160.The modeled gravity was interpolated from observed gravity values.
 QB1160
 QB1160;                    North         East    Units  Estimated Accuracy
 QB1160;SPC OR S     -   292,010.    1,734,930.      MT  (+/- 180 meters Scaled)
 QB1160
 QB1160                          SUPERSEDED SURVEY CONTROL
 QB1160
 QB1160.No superseded survey control is available for this station.
 QB1160
 QB1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK554006(NAD 83)
 QB1160_MARKER: DB = BENCH MARK DISK
 QB1160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB1160_SP_SET: CONCRETE POST
 QB1160_STAMPING: 2829 3 EDN 1961
 QB1160_MARK LOGO: USGS  
 QB1160_PROJECTION: PROJECTING 7 CENTIMETERS
 QB1160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB1160+STABILITY: SURFACE MOTION
 QB1160
 QB1160  HISTORY     - Date     Condition        Report By
 QB1160  HISTORY     - 1961     MONUMENTED       USGS
 QB1160  HISTORY     - 1985     GOOD             NGS
 QB1160
 QB1160                          STATION DESCRIPTION
 QB1160
 QB1160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QB1160'3.5 KM (2.2 MI) NW FROM BROGAN.
 QB1160'3.53 KM (2.19 MI) NORTHWEST ALONG US HIGHWAY 26 FROM THE POST OFFICE
 QB1160'AT BROGAN, IN THE SOUTHWEST CORNER OF THE T JUNCTION OF A DIRT ROAD
 QB1160'LEADING SOUTH TO POLE CREEK RESERVOIR, 0.19 KM (0.12 MI) EAST OF THE T
 QB1160'JUNCTION OF A PAVED ROAD LEADING NORTH, 30.5 METERS (100 FT) SOUTH OF
 QB1160'THE HIGHWAY CENTERLINE, 43.3 METERS (142 FT) SOUTHWEST OF MILEPOST
 QB1160'252, 29.9 METERS (98 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A CATTLE
 QB1160'GUARD AND 12.8 METERS (42 FT) SOUTH OF THE RIGHT OF WAY FENCE.
 QB1160'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 QB1160'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2690 ***********************************************************************
 QE2690  DESIGNATION -  3 KJO
 QE2690  PID         -  QE2690
 QE2690  STATE/COUNTY-  OR/LINCOLN
 QE2690  USGS QUAD   -  HARLAN (1984)
 QE2690
 QE2690                         *CURRENT SURVEY CONTROL
 QE2690  ___________________________________________________________________
 QE2690* NAD 83(1986)-  44 32 28.     (N)    123 41 41.     (W)     SCALED    
 QE2690* NAVD 88     -        74.861  (meters)     245.61   (feet)  ADJUSTED  
 QE2690  ___________________________________________________________________
 QE2690  GEOID HEIGHT-         -22.23  (meters)                     GEOID03
 QE2690  DYNAMIC HT  -          74.860 (meters)     245.60  (feet)  COMP
 QE2690  MODELED GRAV-     980,595.2   (mgal)                       NAVD 88
 QE2690
 QE2690  VERT ORDER  -  SECOND    CLASS I
 QE2690
 QE2690.The horizontal coordinates were scaled from a topographic map and have
 QE2690.an estimated accuracy of +/- 6 seconds.
 QE2690
 QE2690.The orthometric height was determined by differential leveling
 QE2690.and adjusted in August 1995.
 QE2690
 QE2690.The geoid height was determined by GEOID03.
 QE2690
 QE2690.The dynamic height is computed by dividing the NAVD 88
 QE2690.geopotential number by the normal gravity value computed on the
 QE2690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE2690.degrees latitude (g = 980.6199 gals.).
 QE2690
 QE2690.The modeled gravity was interpolated from observed gravity values.
 QE2690
 QE2690;                    North         East    Units  Estimated Accuracy
 QE2690;SPC OR N     -   102,190.    2,246,180.      MT  (+/- 180 meters Scaled)
 QE2690
 QE2690                          SUPERSEDED SURVEY CONTROL
 QE2690
 QE2690.No superseded survey control is available for this station.
 QE2690
 QE2690_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ448322(NAD 83)
 QE2690_MARKER: DB = BENCH MARK DISK
 QE2690_SETTING: 66 = SET IN ROCK OUTCROP
 QE2690_SP_SET: ROCK LEDGE
 QE2690_STAMPING: 3 KJO 1979 242
 QE2690_MARK LOGO: USGS  
 QE2690_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QE2690+STABILITY: POSITION/ELEVATION WELL
 QE2690
 QE2690  HISTORY     - Date     Condition        Report By
 QE2690  HISTORY     - 1979     MONUMENTED       USGS
 QE2690
 QE2690                          STATION DESCRIPTION
 QE2690
 QE2690'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 QE2690'IN HARLAN.
 QE2690'AT HARLAN.  103 FT NW OF BM 3 B 122 G, 59 FT NE OF POWERPOLE EB 137,
 QE2690'50 FT W OF CENTERLINE RD N, 35 FT N OF CENTERLINE RD W.
 QE2690'THE MARK IS 1 FT ABOVE ROAD WEST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0774 ***********************************************************************
 PA0774  DESIGNATION -  3 LRC
 PA0774  PID         -  PA0774
 PA0774  STATE/COUNTY-  OR/HARNEY
 PA0774  USGS QUAD   -  LOCUST BUTTE (1984)
 PA0774
 PA0774                         *CURRENT SURVEY CONTROL
 PA0774  ___________________________________________________________________
 PA0774* NAD 83(1986)-  43 12 51.     (N)    119 53 21.     (W)     SCALED    
 PA0774* NAVD 88     -      1442.269  (meters)    4731.84   (feet)  ADJUSTED  
 PA0774  ___________________________________________________________________
 PA0774  GEOID HEIGHT-         -19.83  (meters)                     GEOID03
 PA0774  DYNAMIC HT  -        1441.478 (meters)    4729.25  (feet)  COMP
 PA0774  MODELED GRAV-     980,020.5   (mgal)                       NAVD 88
 PA0774
 PA0774  VERT ORDER  -  SECOND    CLASS 0
 PA0774
 PA0774.The horizontal coordinates were scaled from a topographic map and have
 PA0774.an estimated accuracy of +/- 6 seconds.
 PA0774
 PA0774.The orthometric height was determined by differential leveling
 PA0774.and adjusted in August 1995.
 PA0774
 PA0774.The geoid height was determined by GEOID03.
 PA0774
 PA0774.The dynamic height is computed by dividing the NAVD 88
 PA0774.geopotential number by the normal gravity value computed on the
 PA0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0774.degrees latitude (g = 980.6199 gals.).
 PA0774
 PA0774.The modeled gravity was interpolated from observed gravity values.
 PA0774
 PA0774;                    North         East    Units  Estimated Accuracy
 PA0774;SPC OR S     -   172,080.    1,549,630.      MT  (+/- 180 meters Scaled)
 PA0774
 PA0774                          SUPERSEDED SURVEY CONTROL
 PA0774
 PA0774.No superseded survey control is available for this station.
 PA0774
 PA0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKH653886(NAD 83)
 PA0774_MARKER: DB = BENCH MARK DISK
 PA0774_SETTING: 66 = SET IN ROCK OUTCROP
 PA0774_SP_SET: ROCK LEDGE
 PA0774_STAMPING: 3 LRC 1970 4727
 PA0774_MARK LOGO: USGS  
 PA0774_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PA0774_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PA0774+STABILITY: POSITION/ELEVATION WELL
 PA0774
 PA0774  HISTORY     - Date     Condition        Report By
 PA0774  HISTORY     - 1970     MONUMENTED       USGS
 PA0774
 PA0774                          STATION DESCRIPTION
 PA0774
 PA0774'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 PA0774'FROM WAGONTIRE, OREGON, PROCEED 3.2 MILES SOUTHWEST ALONG U S HIGHWAY
 PA0774'395, NEAR THE CENTER OF A LONG CURVE TO THE SOUTHWEST, 120 FEET EAST
 PA0774'OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0443 ***********************************************************************
 PC0443  DESIGNATION -  3 M
 PC0443  PID         -  PC0443
 PC0443  STATE/COUNTY-  OR/DOUGLAS
 PC0443  USGS QUAD   -  GLIDE (1987)
 PC0443
 PC0443                         *CURRENT SURVEY CONTROL
 PC0443  ___________________________________________________________________
 PC0443* NAD 83(1986)-  43 19 59.     (N)    123 00 45.     (W)     SCALED    
 PC0443* NAVD 88     -       254.045  (meters)     833.48   (feet)  ADJUSTED  
 PC0443  ___________________________________________________________________
 PC0443  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 PC0443  DYNAMIC HT  -         253.976 (meters)     833.25  (feet)  COMP
 PC0443  MODELED GRAV-     980,343.1   (mgal)                       NAVD 88
 PC0443
 PC0443  VERT ORDER  -  FIRST     CLASS II
 PC0443
 PC0443.The horizontal coordinates were scaled from a topographic map and have
 PC0443.an estimated accuracy of +/- 6 seconds.
 PC0443
 PC0443.The orthometric height was determined by differential leveling
 PC0443.and adjusted in June 1991.
 PC0443
 PC0443.The geoid height was determined by GEOID03.
 PC0443
 PC0443.The dynamic height is computed by dividing the NAVD 88
 PC0443.geopotential number by the normal gravity value computed on the
 PC0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0443.degrees latitude (g = 980.6199 gals.).
 PC0443
 PC0443.The modeled gravity was interpolated from observed gravity values.
 PC0443
 PC0443;                    North         East    Units  Estimated Accuracy
 PC0443;SPC OR S     -   188,160.    1,296,290.      MT  (+/- 180 meters Scaled)
 PC0443
 PC0443                          SUPERSEDED SURVEY CONTROL
 PC0443
 PC0443  NGVD 29 (??/??/92)  252.940  (m)          829.85   (f) ADJ UNCH    1 2
 PC0443
 PC0443.Superseded values are not recommended for survey control.
 PC0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0443.See file dsdata.txt to determine how the superseded data were derived.
 PC0443
 PC0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN989978(NAD 83)
 PC0443_MARKER: DD = SURVEY DISK
 PC0443_SETTING: 80 = SET IN A BOULDER
 PC0443_SP_SET: BOULDER
 PC0443_STAMPING: 3 M 1935
 PC0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0443+STABILITY: SURFACE MOTION
 PC0443
 PC0443  HISTORY     - Date     Condition        Report By
 PC0443  HISTORY     - 1935     MONUMENTED       USGS
 PC0443  HISTORY     - 1941     GOOD             NGS
 PC0443
 PC0443                          STATION DESCRIPTION
 PC0443
 PC0443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 PC0443'0.5 MI E FROM IDLEYLD PARK.
 PC0443'ABOUT 0.5 MILES EAST OF IDLEYLD PARK, ON ROAD TO DIAMOND LAKE, 400
 PC0443'FEET EAST ALONG ROAD FROM 14 INCH WHITE OAK TREE WITH SLOW SIGN NAILED
 PC0443'ON IT, 144 FEET WEST OF DRAIN IN ROAD, 15 FEET FROM CENTER OF ROAD ON
 PC0443'NORTH SIDE, SET IN LARGE BOULDER.  WITNESS POST SET BY MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0414 ***********************************************************************
 PB0414  DESIGNATION -  3 M
 PB0414  PID         -  PB0414
 PB0414  STATE/COUNTY-  OR/KLAMATH
 PB0414  USGS QUAD   -  WELCH BUTTE (1967)
 PB0414
 PB0414                         *CURRENT SURVEY CONTROL
 PB0414  ___________________________________________________________________
 PB0414* NAD 83(1986)-  43 05 00.     (N)    121 53 24.     (W)     SCALED    
 PB0414* NAVD 88     -      1426.909  (meters)    4681.45   (feet)  ADJUSTED  
 PB0414  ___________________________________________________________________
 PB0414  GEOID HEIGHT-         -21.66  (meters)                     GEOID03
 PB0414  DYNAMIC HT  -        1426.117 (meters)    4678.85  (feet)  COMP
 PB0414  MODELED GRAV-     980,014.6   (mgal)                       NAVD 88
 PB0414
 PB0414  VERT ORDER  -  FIRST     CLASS II
 PB0414
 PB0414.The horizontal coordinates were scaled from a topographic map and have
 PB0414.an estimated accuracy of +/- 6 seconds.
 PB0414
 PB0414.The orthometric height was determined by differential leveling
 PB0414.and adjusted in June 1991.
 PB0414
 PB0414.The geoid height was determined by GEOID03.
 PB0414
 PB0414.The dynamic height is computed by dividing the NAVD 88
 PB0414.geopotential number by the normal gravity value computed on the
 PB0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0414.degrees latitude (g = 980.6199 gals.).
 PB0414
 PB0414.The modeled gravity was interpolated from observed gravity values.
 PB0414
 PB0414;                    North         East    Units  Estimated Accuracy
 PB0414;SPC OR S     -   158,310.    1,386,830.      MT  (+/- 180 meters Scaled)
 PB0414
 PB0414                          SUPERSEDED SURVEY CONTROL
 PB0414
 PB0414  NGVD 29 (??/??/92) 1425.621  (m)         4677.22   (f) ADJ UNCH    1 2
 PB0414
 PB0414.Superseded values are not recommended for survey control.
 PB0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0414.See file dsdata.txt to determine how the superseded data were derived.
 PB0414
 PB0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN903706(NAD 83)
 PB0414_MARKER: DD = SURVEY DISK
 PB0414_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PB0414_SP_SET: CULVERT
 PB0414_STAMPING: 3 M 4677 1933
 PB0414_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PB0414
 PB0414  HISTORY     - Date     Condition        Report By
 PB0414  HISTORY     - 1933     MONUMENTED       USGS
 PB0414  HISTORY     - 1941     GOOD             NGS
 PB0414
 PB0414                          STATION DESCRIPTION
 PB0414
 PB0414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 PB0414'3.4 MI W FROM DIAMOND-CRATER LAKE JCT.
 PB0414'ALONG STATE HIGHWAY 230, 3.4 MILES WEST OF JUNCTION WITH U. S. HIGHWAY
 PB0414'97, IN THE TOP OF THE WEST END OF THE NORTH HEAD WALL OF A CONCRETE
 PB0414'CULVERT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0287 ***********************************************************************
 QE0287  DESIGNATION -  3 M
 QE0287  PID         -  QE0287
 QE0287  STATE/COUNTY-  OR/LANE
 QE0287  USGS QUAD   -  LEABURG (1988)
 QE0287
 QE0287                         *CURRENT SURVEY CONTROL
 QE0287  ___________________________________________________________________
 QE0287* NAD 83(1986)-  44 06 00.     (N)    122 41 43.     (W)     SCALED    
 QE0287* NAVD 88     -       206.786  (meters)     678.43   (feet)  ADJUSTED  
 QE0287  ___________________________________________________________________
 QE0287  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 QE0287  DYNAMIC HT  -         206.748 (meters)     678.31  (feet)  COMP
 QE0287  MODELED GRAV-     980,429.9   (mgal)                       NAVD 88
 QE0287
 QE0287  VERT ORDER  -  FIRST     CLASS II
 QE0287
 QE0287.The horizontal coordinates were scaled from a topographic map and have
 QE0287.an estimated accuracy of +/- 6 seconds.
 QE0287
 QE0287.The orthometric height was determined by differential leveling
 QE0287.and adjusted in June 1991.
 QE0287
 QE0287.The geoid height was determined by GEOID03.
 QE0287
 QE0287.The dynamic height is computed by dividing the NAVD 88
 QE0287.geopotential number by the normal gravity value computed on the
 QE0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0287.degrees latitude (g = 980.6199 gals.).
 QE0287
 QE0287.The modeled gravity was interpolated from observed gravity values.
 QE0287
 QE0287;                    North         East    Units  Estimated Accuracy
 QE0287;SPC OR S     -   272,620.    1,324,240.      MT  (+/- 180 meters Scaled)
 QE0287
 QE0287                          SUPERSEDED SURVEY CONTROL
 QE0287
 QE0287  NGVD 29 (??/??/92)  205.662  (m)          674.74   (f) ADJ UNCH    1 2
 QE0287
 QE0287.Superseded values are not recommended for survey control.
 QE0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0287.See file dsdata.txt to determine how the superseded data were derived.
 QE0287
 QE0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP243830(NAD 83)
 QE0287_MARKER: DD = SURVEY DISK
 QE0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0287_STAMPING: 3 M 1927
 QE0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0287+STABILITY: SURFACE MOTION
 QE0287
 QE0287  HISTORY     - Date     Condition        Report By
 QE0287  HISTORY     - 1927     MONUMENTED       USGS
 QE0287  HISTORY     - 1943     GOOD             NGS
 QE0287  HISTORY     - 1981     GOOD             LOCSUR
 QE0287  HISTORY     - 1987     MARK NOT FOUND   NGS
 QE0287
 QE0287                          STATION DESCRIPTION
 QE0287
 QE0287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QE0287'1.0 MI SW FROM LEABURG.
 QE0287'ABOUT 0.8 MILE SOUTHWEST ALONG U.S. HIGHWAY 28 AND 0.2 MILE SOUTHWEST
 QE0287'ALONG THE OLD MCKENZIE ROAD FROM THE POST OFFICE AT LEABURG, LANE
 QE0287'COUNTY, ABOUT 350 FEET SOUTH OF THE HIGHWAY, 156.0 FEET SOUTHEAST OF
 QE0287'THE SOUTHEAST CORNER OF A YELLOW BUNGALOW, SET ON THE OUT SIDE OF A
 QE0287'CURVE IN THE TOP OF A CONCRETE POST, 17.0 FEET NORTH OF A 4-FOOT MAPLE
 QE0287'TREE, 38.2 FEET SOUTH OF THE CENTER LINE OF THE OLD ROAD, PROJECTING
 QE0287'ABOUT 4-INCHES ABOVE THE GROUND, 2.0 FEET NORTH OF A WHITE REFERENCE
 QE0287'POST.
 QE0287
 QE0287                          STATION RECOVERY (1981)
 QE0287
 QE0287'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 QE0287'ON THE SOUTHERLY SIDE OF HOLDEN CREEK IN ON THE SOUTHERLY SIDE OF
 QE0287'HOLDEN CREEK LN., 150' FT. EASTERLY OF THE D/W TO ADDRESS 43222, 38
 QE0287'FT. SOUTHERLY OF THE ROAD CENTERLINE, AND 17 FT. NORTHERLY OF A 14
 QE0287'FT. MAPLE TREE, IS A DISK SET IN A CONCRETE MONUMENT, STAMPED: '3 M
 QE0287'1927'.
 QE0287
 QE0287                          STATION RECOVERY (1987)
 QE0287
 QE0287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE0287'AFTER A THOROUGH SEARCH NO EVIDENCE OF THE MARK WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0415 ***********************************************************************
 PB0415  DESIGNATION -  3 M RESET
 PB0415  PID         -  PB0415
 PB0415  STATE/COUNTY-  OR/KLAMATH
 PB0415  USGS QUAD   -  WELCH BUTTE (1967)
 PB0415
 PB0415                         *CURRENT SURVEY CONTROL
 PB0415  ___________________________________________________________________
 PB0415* NAD 83(1986)-  43 05 00.     (N)    121 53 23.     (W)     SCALED    
 PB0415* NAVD 88     -      1425.98   (meters)    4678.4    (feet)  RESET     
 PB0415  ___________________________________________________________________
 PB0415  GEOID HEIGHT-         -21.66  (meters)                     GEOID03
 PB0415  VERT ORDER  -  THIRD
 PB0415
 PB0415.The horizontal coordinates were scaled from a topographic map and have
 PB0415.an estimated accuracy of +/- 6 seconds.
 PB0415
 PB0415.The orthometric height was computed from unverified reset data.
 PB0415
 PB0415.The geoid height was determined by GEOID03.
 PB0415
 PB0415;                    North         East    Units  Estimated Accuracy
 PB0415;SPC OR S     -   158,310.    1,386,850.      MT  (+/- 180 meters Scaled)
 PB0415
 PB0415                          SUPERSEDED SURVEY CONTROL
 PB0415
 PB0415.No superseded survey control is available for this station.
 PB0415
 PB0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN903706(NAD 83)
 PB0415_MARKER: DB = BENCH MARK DISK
 PB0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0415_STAMPING: 3 M (USGS) RESET 1961
 PB0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0415+STABILITY: SURFACE MOTION
 PB0415
 PB0415  HISTORY     - Date     Condition        Report By
 PB0415  HISTORY     - 1961     MONUMENTED       CGS
 PB0415
 PB0415                          STATION DESCRIPTION
 PB0415
 PB0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 PB0415'4.0 MI S FROM BEAVER MARSH.
 PB0415'THIS BENCH MARK CAN BE REACHED FROM THE TOWN OF BEAVER MARSH BY GOING
 PB0415'SOUTH ON U.S. HIGHWAY 97 FOR ABOUT 4 MILES TO THE JUNCTION WITH STATE
 PB0415'HIGHWAY 230, TURN RIGHT, GO WEST, ON STATE HIGHWAY 230 FOR 3.4 MILES
 PB0415'TO JUST BEFORE REACHING A CONCRETE CULVERT THAT IS UNDER THE HIGHWAY,
 PB0415'ABOUT 150 FEET NORTHEAST OF THIS CULVERT, 102 FEET NORTH OF THE
 PB0415'CENTERLINE OF THE HIGHWAY, 1 FOOT EAST OF A METAL WITNESS POST, AND
 PB0415'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 10 INCHES ABOVE
 PB0415'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0467 ***********************************************************************
 QB0467  DESIGNATION -  3 N
 QB0467  PID         -  QB0467
 QB0467  STATE/COUNTY-  OR/BAKER
 QB0467  USGS QUAD   -  BROWNLEE DAM (1987)
 QB0467
 QB0467                         *CURRENT SURVEY CONTROL
 QB0467  ___________________________________________________________________
 QB0467* NAD 83(1986)-  44 50 12.     (N)    116 54 21.     (W)     SCALED    
 QB0467* NAVD 88     -       559.748  (meters)    1836.44   (feet)  ADJUSTED  
 QB0467  ___________________________________________________________________
 QB0467  GEOID HEIGHT-         -16.20  (meters)                     GEOID03
 QB0467  DYNAMIC HT  -         559.610 (meters)    1835.99  (feet)  COMP
 QB0467  MODELED GRAV-     980,353.4   (mgal)                       NAVD 88
 QB0467
 QB0467  VERT ORDER  -  SECOND    CLASS 0
 QB0467
 QB0467.The horizontal coordinates were scaled from a topographic map and have
 QB0467.an estimated accuracy of +/- 6 seconds.
 QB0467
 QB0467.The orthometric height was determined by differential leveling
 QB0467.and adjusted in June 1991.
 QB0467
 QB0467.The geoid height was determined by GEOID03.
 QB0467
 QB0467.The dynamic height is computed by dividing the NAVD 88
 QB0467.geopotential number by the normal gravity value computed on the
 QB0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0467.degrees latitude (g = 980.6199 gals.).
 QB0467
 QB0467.The modeled gravity was interpolated from observed gravity values.
 QB0467
 QB0467;                    North         East    Units  Estimated Accuracy
 QB0467;SPC OR N     -   136,330.    2,784,070.      MT  (+/- 180 meters Scaled)
 QB0467
 QB0467                          SUPERSEDED SURVEY CONTROL
 QB0467
 QB0467  NGVD 29 (??/??/92)  558.729  (m)         1833.10   (f) ADJ UNCH    2 0
 QB0467
 QB0467.Superseded values are not recommended for survey control.
 QB0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0467.See file dsdata.txt to determine how the superseded data were derived.
 QB0467
 QB0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK074648(NAD 83)
 QB0467_MARKER: S = SPIKE
 QB0467_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QB0467_SP_SET: BRIDGE
 QB0467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QB0467
 QB0467  HISTORY     - Date     Condition        Report By
 QB0467  HISTORY     - UNK      MONUMENTED       DOD
 QB0467  HISTORY     - 1946     GOOD             NGS
 QB0467  HISTORY     - 1983     MARK NOT FOUND   USGS
 QB0467
 QB0467                          STATION DESCRIPTION
 QB0467
 QB0467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 QB0467'9.65 MI NE FROM ROBINETTE.
 QB0467'ALONG THE ROBINETTE-HOMESTEAD ROAD, 9.65 MILES NORTHEAST OF THE UNION
 QB0467'PACIFIC RAILROAD STATION AT ROBINETTE, AT THE NORTHEAST END OF A
 QB0467'WOODEN BRIDGE OVER A ROCKY RAVINE, 1.7 FOOT BELOW THE TOP OF AND 0.9
 QB0467'FOOT NORTHWEST OF THE NORTHWEST EDGE OF THE FLOOR OF THE BRIDGE, THE
 QB0467'HEAD OF AN IRON SPIKE (DRIFT BOLT) DRIVEN IN THE TOP OF AND 0.7 FOOT
 QB0467'SOUTH OF THE NORTH CORNER OF THE NORTHWEST END OF A 12X12-INCH WOODEN
 QB0467'SILL ACROSS THE NORTHEAST END OF THE BRIDGE, PAINTED USSBM NO. 3.
 QB0467
 QB0467                          STATION RECOVERY (1983)
 QB0467
 QB0467'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 QB0467'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0842 ***********************************************************************
 PB0842  DESIGNATION -  3 PSM
 PB0842  PID         -  PB0842
 PB0842  STATE/COUNTY-  OR/LAKE
 PB0842  USGS QUAD   -  PETERS CREEK SINK (1982)
 PB0842
 PB0842                         *CURRENT SURVEY CONTROL
 PB0842  ___________________________________________________________________
 PB0842* NAD 83(1986)-  43 26 27.     (N)    120 36 56.     (W)     SCALED    
 PB0842* NAVD 88     -      1321.911  (meters)    4336.97   (feet)  ADJUSTED  
 PB0842  ___________________________________________________________________
 PB0842  GEOID HEIGHT-         -20.34  (meters)                     GEOID03
 PB0842  DYNAMIC HT  -        1321.241 (meters)    4334.77  (feet)  COMP
 PB0842  MODELED GRAV-     980,067.0   (mgal)                       NAVD 88
 PB0842
 PB0842  VERT ORDER  -  THIRD
 PB0842
 PB0842.The horizontal coordinates were scaled from a topographic map and have
 PB0842.an estimated accuracy of +/- 6 seconds.
 PB0842
 PB0842.The orthometric height was determined by differential leveling
 PB0842.and adjusted in August 1995.
 PB0842
 PB0842.The geoid height was determined by GEOID03.
 PB0842
 PB0842.The dynamic height is computed by dividing the NAVD 88
 PB0842.geopotential number by the normal gravity value computed on the
 PB0842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0842.degrees latitude (g = 980.6199 gals.).
 PB0842
 PB0842.The modeled gravity was interpolated from observed gravity values.
 PB0842
 PB0842;                    North         East    Units  Estimated Accuracy
 PB0842;SPC OR S     -   197,090.    1,490,650.      MT  (+/- 180 meters Scaled)
 PB0842
 PB0842                          SUPERSEDED SURVEY CONTROL
 PB0842
 PB0842.No superseded survey control is available for this station.
 PB0842
 PB0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP929125(NAD 83)
 PB0842_MARKER: DB = BENCH MARK DISK
 PB0842_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PB0842_SP_SET: COPPER-CLAD STEEL ROD
 PB0842_STAMPING: 3 PSM 1978 4333
 PB0842_MARK LOGO: USGS  
 PB0842_PROJECTION: PROJECTING 8 CENTIMETERS
 PB0842_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PB0842_ROD/PIPE-DEPTH: 7.62 meters
 PB0842
 PB0842  HISTORY     - Date     Condition        Report By
 PB0842  HISTORY     - 1978     MONUMENTED       USGS
 PB0842
 PB0842                          STATION DESCRIPTION
 PB0842
 PB0842'DESCRIBED BY US GEOLOGICAL SURVEY 1978
 PB0842'30.6 KM (19.00 MI) NNE FROM CHRISTMAS VALLEY.
 PB0842'CHRISTMAS VALLEY PO, 2.0 MI E OF, THENCE 17.0 MI N ALONG MILLICAN RD.
 PB0842'ABOUT 300 FT W OF RANCH HOUSE, 34 FT W OF POWERPOLE KS 215A, 24 FT S
 PB0842'OF RD, 2 FT NW OF FENCE POST WITH WITNESS SIGN, ROD DRIVEN TO
 PB0842'REFUSAL, ENCASED IN GREEN PLASTIC PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2726 ***********************************************************************
 QE2726  DESIGNATION -  3 RBO
 QE2726  PID         -  QE2726
 QE2726  STATE/COUNTY-  OR/LINCOLN
 QE2726  USGS QUAD   -  TOLEDO NORTH (1984)
 QE2726
 QE2726                         *CURRENT SURVEY CONTROL
 QE2726  ___________________________________________________________________
 QE2726* NAD 83(1986)-  44 40 21.     (N)    123 57 11.     (W)     SCALED    
 QE2726* NAVD 88     -         9.158  (meters)      30.05   (feet)  ADJUSTED  
 QE2726  ___________________________________________________________________
 QE2726  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 QE2726  DYNAMIC HT  -           9.158 (meters)      30.05  (feet)  COMP
 QE2726  MODELED GRAV-     980,606.3   (mgal)                       NAVD 88
 QE2726
 QE2726  VERT ORDER  -  SECOND    CLASS I
 QE2726
 QE2726.The horizontal coordinates were scaled from a topographic map and have
 QE2726.an estimated accuracy of +/- 6 seconds.
 QE2726
 QE2726.The orthometric height was determined by differential leveling
 QE2726.and adjusted in August 1995.
 QE2726
 QE2726.The geoid height was determined by GEOID03.
 QE2726
 QE2726.The dynamic height is computed by dividing the NAVD 88
 QE2726.geopotential number by the normal gravity value computed on the
 QE2726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE2726.degrees latitude (g = 980.6199 gals.).
 QE2726
 QE2726.The modeled gravity was interpolated from observed gravity values.
 QE2726
 QE2726;                    North         East    Units  Estimated Accuracy
 QE2726;SPC OR N     -   117,620.    2,226,290.      MT  (+/- 180 meters Scaled)
 QE2726
 QE2726                          SUPERSEDED SURVEY CONTROL
 QE2726
 QE2726.No superseded survey control is available for this station.
 QE2726
 QE2726_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ244470(NAD 83)
 QE2726_MARKER: DB = BENCH MARK DISK
 QE2726_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QE2726+WITH SETTING: INFORMATION.
 QE2726_SP_SET: ALUMINUM ROD
 QE2726_STAMPING: 3 RBO 1979 27
 QE2726_MARK LOGO: USGS  
 QE2726_PROJECTION: PROJECTING 8 CENTIMETERS
 QE2726_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE2726_ROD/PIPE-DEPTH: 1.52 meters
 QE2726
 QE2726  HISTORY     - Date     Condition        Report By
 QE2726  HISTORY     - 1979     MONUMENTED       USGS
 QE2726
 QE2726                          STATION DESCRIPTION
 QE2726
 QE2726'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 QE2726'6.8 KM (4.20 MI) NORTH FROM TOLEDO.
 QE2726'TOLEDO (CITY HALL), 1.45 MI NW OF, ALONG US HWY BUSINESS 20, THENCE
 QE2726'2.75 MI N ALONG OR HWY 229.  0.45 MI S OF MILEPOST 28, ABOUT 450 FT
 QE2726'SE OF PAVED TURNOUT, 39 FT NE OF CENTERLINE OF HWY, IN MIDDLE OF 0.2
 QE2726'MI TANGENT TRENDING NW, ENCASED IN 6-INCH PLASTIC PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0701 ***********************************************************************
 NW0701  DESIGNATION -  3 RTV
 NW0701  PID         -  NW0701
 NW0701  STATE/COUNTY-  OR/MALHEUR
 NW0701  USGS QUAD   -  BOWDEN WATERHOLE (1982)
 NW0701
 NW0701                         *CURRENT SURVEY CONTROL
 NW0701  ___________________________________________________________________
 NW0701* NAD 83(1986)-  42 13 25.     (N)    117 45 20.     (W)     SCALED    
 NW0701* NAVD 88     -      1480.645  (meters)    4857.75   (feet)  ADJUSTED  
 NW0701  ___________________________________________________________________
 NW0701  GEOID HEIGHT-         -18.35  (meters)                     GEOID03
 NW0701  DYNAMIC HT  -        1479.677 (meters)    4854.57  (feet)  COMP
 NW0701  MODELED GRAV-     979,916.1   (mgal)                       NAVD 88
 NW0701
 NW0701  VERT ORDER  -  SECOND    CLASS 0
 NW0701
 NW0701.The horizontal coordinates were scaled from a topographic map and have
 NW0701.an estimated accuracy of +/- 6 seconds.
 NW0701
 NW0701.The orthometric height was determined by differential leveling
 NW0701.and adjusted in August 1995.
 NW0701
 NW0701.The geoid height was determined by GEOID03.
 NW0701
 NW0701.The dynamic height is computed by dividing the NAVD 88
 NW0701.geopotential number by the normal gravity value computed on the
 NW0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0701.degrees latitude (g = 980.6199 gals.).
 NW0701
 NW0701.The modeled gravity was interpolated from observed gravity values.
 NW0701
 NW0701;                    North         East    Units  Estimated Accuracy
 NW0701;SPC OR S     -    65,580.    1,726,550.      MT  (+/- 180 meters Scaled)
 NW0701
 NW0701                          SUPERSEDED SURVEY CONTROL
 NW0701
 NW0701.No superseded survey control is available for this station.
 NW0701
 NW0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG376748(NAD 83)
 NW0701_MARKER: DB = BENCH MARK DISK
 NW0701_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0701_SP_SET: COPPER-CLAD STEEL ROD
 NW0701_STAMPING: 3 RTV 1979
 NW0701_MARK LOGO: USGS  
 NW0701_PROJECTION: FLUSH
 NW0701_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0701_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0701_ROD/PIPE-DEPTH: 1.52 meters
 NW0701
 NW0701  HISTORY     - Date     Condition        Report By
 NW0701  HISTORY     - 1979     MONUMENTED       USGS
 NW0701
 NW0701                          STATION DESCRIPTION
 NW0701
 NW0701'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 NW0701'FROM THE MCDERMITT, NEVADA POST OFFICE, PROCEED 15.3 MILES NORTH
 NW0701'ALONG U S HIGHWAY 95, THENCE 1.1 MILES EAST, 42 FEET EAST OF THE
 NW0701'SOUTHEAST CORNER OF A CORRAL, 65 FEET NORTHEAST OF A ROAD
 NW0701'INTERSECTION, 28 FEET NORTH OF THE CENTERLINE OF THE EAST-WEST ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0404 ***********************************************************************
 QE0404  DESIGNATION -  3 S
 QE0404  PID         -  QE0404
 QE0404  STATE/COUNTY-  OR/MARION
 QE0404  USGS QUAD   -  LYONS (1985)
 QE0404
 QE0404                         *CURRENT SURVEY CONTROL
 QE0404  ___________________________________________________________________
 QE0404* NAD 83(1986)-  44 47 20.     (N)    122 37 01.     (W)     SCALED    
 QE0404* NAVD 88     -       192.912  (meters)     632.91   (feet)  ADJUSTED  
 QE0404  ___________________________________________________________________
 QE0404  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 QE0404  DYNAMIC HT  -         192.886 (meters)     632.83  (feet)  COMP
 QE0404  MODELED GRAV-     980,476.8   (mgal)                       NAVD 88
 QE0404
 QE0404  VERT ORDER  -  FIRST     CLASS II
 QE0404
 QE0404.The horizontal coordinates were scaled from a topographic map and have
 QE0404.an estimated accuracy of +/- 6 seconds.
 QE0404
 QE0404.The orthometric height was determined by differential leveling
 QE0404.and adjusted in June 1991.
 QE0404
 QE0404.The geoid height was determined by GEOID03.
 QE0404
 QE0404.The dynamic height is computed by dividing the NAVD 88
 QE0404.geopotential number by the normal gravity value computed on the
 QE0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0404.degrees latitude (g = 980.6199 gals.).
 QE0404
 QE0404.The modeled gravity was interpolated from observed gravity values.
 QE0404
 QE0404;                    North         East    Units  Estimated Accuracy
 QE0404;SPC OR N     -   126,900.    2,332,510.      MT  (+/- 180 meters Scaled)
 QE0404
 QE0404                          SUPERSEDED SURVEY CONTROL
 QE0404
 QE0404  NGVD 29 (??/??/92)  191.864  (m)          629.47   (f) ADJ UNCH    1 2
 QE0404
 QE0404.Superseded values are not recommended for survey control.
 QE0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0404.See file dsdata.txt to determine how the superseded data were derived.
 QE0404
 QE0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ303595(NAD 83)
 QE0404_MARKER: DD = SURVEY DISK
 QE0404_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QE0404_SP_SET: PIER
 QE0404_STAMPING: 3 S 1925
 QE0404_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE0404
 QE0404  HISTORY     - Date     Condition        Report By
 QE0404  HISTORY     - 1925     MONUMENTED       USGS
 QE0404  HISTORY     - 1941     GOOD             NGS
 QE0404  HISTORY     - 1967     GOOD             NGS
 QE0404
 QE0404                          STATION DESCRIPTION
 QE0404
 QE0404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QE0404'IN MEHAMA.
 QE0404'AT NORTHEAST CORNER OF HIGHWAY BRIDGE OVER NORTH SANTIAM RIVER, TOP OF
 QE0404'PIER.
 QE0404
 QE0404                          STATION RECOVERY (1967)
 QE0404
 QE0404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 QE0404'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2720 ***********************************************************************
 RC2720  DESIGNATION -  3 S 7 E 3
 RC2720  PID         -  RC2720
 RC2720  STATE/COUNTY-  OR/CLACKAMAS
 RC2720  USGS QUAD   -  RHODODENDRON (1997)
 RC2720
 RC2720                         *CURRENT SURVEY CONTROL
 RC2720  ___________________________________________________________________
 RC2720* NAD 83(2007)-  45 20 42.54701(N)    121 56 24.91483(W)     ADJUSTED  
 RC2720* NAVD 88     -       434.64   (+/-2cm)    1426.0    (feet)  VERTCON   
 RC2720  ___________________________________________________________________
 RC2720  EPOCH DATE  -        2007.00
 RC2720  X           -  -2,375,723.336 (meters)                     COMP
 RC2720  Y           -  -3,810,788.729 (meters)                     COMP
 RC2720  Z           -   4,514,683.981 (meters)                     COMP
 RC2720  LAPLACE CORR-          10.83  (seconds)                    DEFLEC99
 RC2720  ELLIP HEIGHT-         413.112 (meters)          (02/10/07) ADJUSTED
 RC2720  GEOID HEIGHT-         -21.51  (meters)                     GEOID03
 RC2720
 RC2720  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 RC2720  Type    PID    Designation                      North   East  Ellip
 RC2720  -------------------------------------------------------------------
 RC2720  NETWORK RC2720 3 S 7 E 3                         1.74   2.00   5.43
 RC2720  -------------------------------------------------------------------
 RC2720  VERT ORDER  -  THIRD ? (See Below)
 RC2720
 RC2720.The horizontal coordinates were established by GPS observations
 RC2720.and adjusted by the National Geodetic Survey in February 2007.
 RC2720
 RC2720.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 RC2720.See www.ngs.noaa.gov/NationalReadjustment for more information.
 RC2720.The horizontal coordinates are valid at the epoch date displayed above.
 RC2720.The epoch date for horizontal control is a decimal equivalence
 RC2720.of Year/Month/Day.
 RC2720
 RC2720.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC2720.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC2720.The vertical order pertains to the NGVD 29 superseded value.
 RC2720
 RC2720.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RC2720
 RC2720.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2720
 RC2720.The ellipsoidal height was determined by GPS observations
 RC2720.and is referenced to NAD 83.
 RC2720
 RC2720.The geoid height was determined by GEOID03.
 RC2720
 RC2720;                    North         East     Units Scale Factor Converg.
 RC2720;SPC OR N     -   187,522.135 2,387,141.723   MT  0.99989931   -1 01 17.1
 RC2720;SPC OR N     -   615,230.10  7,831,829.80   iFT  0.99989931   -1 01 17.1
 RC2720;UTM  10      - 5,021,839.766   583,021.150   MT  0.99968474   +0 45 14.0
 RC2720
 RC2720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2720!SPC OR N     -   0.99993524  x   0.99989931  =   0.99983455
 RC2720!UTM  10      -   0.99993524  x   0.99968474  =   0.99962000
 RC2720
 RC2720                          SUPERSEDED SURVEY CONTROL
 RC2720
 RC2720  NAD 83(1998)-  45 20 42.54523(N)    121 56 24.91498(W) AD(       ) 2
 RC2720  ELLIP H (06/26/02)  413.085  (m)                       GP(       ) 4 1
 RC2720  NAD 83(1991)-  45 20 42.54223(N)    121 56 24.91313(W) AD(       ) 2
 RC2720  ELLIP H (10/15/91)  413.294  (m)                       GP(       ) 4 1
 RC2720  NAD 83(1986)-  45 20 42.55921(N)    121 56 24.91790(W) AD(       ) 2
 RC2720  NGVD 29 (08/07/90)  433.58   (m)         1422.5    (f) LEVELING    3  
 RC2720
 RC2720.Superseded values are not recommended for survey control.
 RC2720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2720.See file dsdata.txt to determine how the superseded data were derived.
 RC2720
 RC2720_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER8302121840(NAD 83)
 RC2720_MARKER: DD = SURVEY DISK
 RC2720_SETTING: 0 = UNSPECIFIED SETTING
 RC2720_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC2720_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RC2720+SATELLITE: SATELLITE OBSERVATIONS - 1987
 RC2720
 RC2720  HISTORY     - Date     Condition        Report By
 RC2720  HISTORY     - 1987     MONUMENTED       USFS
 RC2720
 RC2720                          STATION DESCRIPTION
 RC2720
 RC2720'DESCRIBED BY US FOREST SERVICE 1987 (KC)
 RC2720'THE STATION IS LOCATED ABOUT 24 MILES SOUTH EAST OF GRESHAM, 16 MILES
 RC2720'SOUTHEAST OF SANDY IN THE CONSTRUCTION AND MAINTENANCE COMPOUND OF THE
 RC2720'U.S. FOREST SERVICE AT ZIG ZAG, OREGON.
 RC2720'
 RC2720'TO REACH THE STATION FROM MILEPOST 42 OF U.S. HIGHWAY 26 IN ZIG ZAG
 RC2720'OREGON TRAVEL EAST ON ROUTE 26 FOR 0.6 MILE TO LOLO PASS HIGHWAY ON
 RC2720'THE LEFT (TRUMAN ROAD) AT THE ZIG ZAG STORE.  TURN LEFT AND GO NORTH
 RC2720'FOR 300 FEET TO THE ENTRANCE TO THE U.S.F.S. COMPOUND ON THE RIGHT.
 RC2720'TURN RIGHT AND GO 200 FEET TO A GATE NEAR THE SOUTHWEST CORNER OF THE
 RC2720'YARD. THE STATION IS 308 FEET N76E FROM THE NORTH POST OF THIS GATE.
 RC2720'
 RC2720'THE STATION IS STANDARD USDA/USFS 3 INCH DIAMETER BRONZE SURVEY DISK
 RC2720'STAMPED---GPS T3SR7ES3 1987---SET ON THE TOP OF A 2-1/2 INCH
 RC2720'DIAMETER 36 INCH LONG STAINLESS STEEL PIPE MONUMENT SET IN THE CENTER
 RC2720'OF A 12 INCH LONG 6 INCH DIAMETER STEEL PIPE WITH AND 8 INCH DIAMETER
 RC2720'STEEL COVER SET 0.1 FOOT BELOW GROUND LEVEL.  THIS PIPE IS SET IN A
 RC2720'16 INCH COLLAR OF CONCRETE.  IT IS 81 FEET SOUTWEST OF THE EAST RAIL
 RC2720'OF A 14 BY 14 FOOT RAIL FENCE ENCLOSURE WHERE THE WEATHER BALLONS
 RC2720'ARE RELEASED, 61 FEET EAST OF THE SOUTEAST CORNER OF AN 8 BY 8 FOOT
 RC2720'BUILDING, 9 FEET SOUTHEAST AND SOUTHWEST OF STEEL FENCE POSTS AND
 RC2720'4 FEET NORTH OF A STEEL FENCE POST.  THE MONUMENT IS ABOUT 0.4 FOOT
 RC2720'BELOW GROUND LEVEL.  NO REFERENCE MARKS WERE SET.
 RC2720'
 RC2720'THIS STATION SUITABLE FOR GPS SURVEYS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0713 ***********************************************************************
 NW0713  DESIGNATION -  3 STR
 NW0713  PID         -  NW0713
 NW0713  STATE/COUNTY-  OR/MALHEUR
 NW0713  USGS QUAD   -  FLAT TOP MTN (1980)
 NW0713
 NW0713                         *CURRENT SURVEY CONTROL
 NW0713  ___________________________________________________________________
 NW0713* NAD 83(1986)-  42 41 42.     (N)    117 57 08.     (W)     SCALED    
 NW0713* NAVD 88     -      1233.675  (meters)    4047.48   (feet)  ADJUSTED  
 NW0713  ___________________________________________________________________
 NW0713  GEOID HEIGHT-         -18.46  (meters)                     GEOID03
 NW0713  DYNAMIC HT  -        1233.001 (meters)    4045.27  (feet)  COMP
 NW0713  MODELED GRAV-     980,031.4   (mgal)                       NAVD 88
 NW0713
 NW0713  VERT ORDER  -  SECOND    CLASS 0
 NW0713
 NW0713.The horizontal coordinates were scaled from a topographic map and have
 NW0713.an estimated accuracy of +/- 6 seconds.
 NW0713
 NW0713.The orthometric height was determined by differential leveling
 NW0713.and adjusted in August 1995.
 NW0713
 NW0713.The geoid height was determined by GEOID03.
 NW0713
 NW0713.The dynamic height is computed by dividing the NAVD 88
 NW0713.geopotential number by the normal gravity value computed on the
 NW0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0713.degrees latitude (g = 980.6199 gals.).
 NW0713
 NW0713.The modeled gravity was interpolated from observed gravity values.
 NW0713
 NW0713;                    North         East    Units  Estimated Accuracy
 NW0713;SPC OR S     -   117,410.    1,708,730.      MT  (+/- 180 meters Scaled)
 NW0713
 NW0713                          SUPERSEDED SURVEY CONTROL
 NW0713
 NW0713.No superseded survey control is available for this station.
 NW0713
 NW0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH220273(NAD 83)
 NW0713_MARKER: DB = BENCH MARK DISK
 NW0713_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NW0713+WITH SETTING: INFORMATION.
 NW0713_SP_SET: SHALLOW-SET METAL ROD
 NW0713_STAMPING: 3 STR 1975 4044
 NW0713_MARK LOGO: USGS  
 NW0713_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NW0713
 NW0713  HISTORY     - Date     Condition        Report By
 NW0713  HISTORY     - 1975     MONUMENTED       USGS
 NW0713
 NW0713                          STATION DESCRIPTION
 NW0713
 NW0713'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 NW0713'19.3 KM (12.00 MI) SSW FROM BURNS JUNCTION.
 NW0713'BURNS JCT, 6.5 MI S OF, ALONG US HWY 95, THENCE 1.3 MI SW ALONG
 NW0713'GRADED RD TO GATE, THENCE 1.95 W ALONG A TRACK RD TO Y-RD, THENCE
 NW0713'2.25 MI W. 240 FT W OF DRAIN, 36 FT NORTH OF CENTERLINE OF RD.  SET
 NW0713'ON COPPER-COATED ROD OF UNRECORDED DEPTH, PROJECTING 0.3 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC0570 ***********************************************************************
 SC0570  DESIGNATION -  3.7
 SC0570  PID         -  SC0570
 SC0570  STATE/COUNTY-  OR/CLATSOP
 SC0570  USGS QUAD   -  WARRENTON (1996)
 SC0570
 SC0570                         *CURRENT SURVEY CONTROL
 SC0570  ___________________________________________________________________
 SC0570* NAD 83(1986)-  46 09 53.     (N)    123 54 54.     (W)     SCALED    
 SC0570* NAVD 88     -         2.408  (meters)       7.90   (feet)  ADJUSTED  
 SC0570  ___________________________________________________________________
 SC0570  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 SC0570  DYNAMIC HT  -           2.408 (meters)       7.90  (feet)  COMP
 SC0570  MODELED GRAV-     980,710.7   (mgal)                       NAVD 88
 SC0570
 SC0570  VERT ORDER  -  FIRST     CLASS II
 SC0570
 SC0570.The horizontal coordinates were scaled from a topographic map and have
 SC0570.an estimated accuracy of +/- 6 seconds.
 SC0570
 SC0570.The orthometric height was determined by differential leveling
 SC0570.and adjusted in June 1991.
 SC0570
 SC0570.The geoid height was determined by GEOID03.
 SC0570
 SC0570.The dynamic height is computed by dividing the NAVD 88
 SC0570.geopotential number by the normal gravity value computed on the
 SC0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0570.degrees latitude (g = 980.6199 gals.).
 SC0570
 SC0570.The modeled gravity was interpolated from observed gravity values.
 SC0570
 SC0570;                    North         East    Units  Estimated Accuracy
 SC0570;SPC OR N     -   283,180.    2,236,320.      MT  (+/- 180 meters Scaled)
 SC0570
 SC0570                          SUPERSEDED SURVEY CONTROL
 SC0570
 SC0570  NGVD 29 (??/??/92)    1.309  (m)            4.29   (f) ADJ UNCH    1 2
 SC0570
 SC0570.Superseded values are not recommended for survey control.
 SC0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0570.See file dsdata.txt to determine how the superseded data were derived.
 SC0570
 SC0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS293127(NAD 83)
 SC0570_MARKER: N = NAIL
 SC0570_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SC0570_SP_SET: CURB
 SC0570_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC0570
 SC0570  HISTORY     - Date     Condition        Report By
 SC0570  HISTORY     - UNK      MONUMENTED       USGS
 SC0570  HISTORY     - 1965     MARK NOT FOUND   NGS
 SC0570  HISTORY     - 1987     MARK NOT FOUND   NGS
 SC0570
 SC0570                          STATION DESCRIPTION
 SC0570
 SC0570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 SC0570'0.4 MI E FROM WARRENTON.
 SC0570'SEARCHED FOR BUT NOT RECOVERED.  THE MARK WAS TO HAVE BEEN 0.4 MILE
 SC0570'EAST ALONG THE ASTORIA ROAD FROM THE SPOKANE, PORTLAND AND SEATTLE
 SC0570'RAILWAY STATION AT WARRENTON, CLATSOP COUNTY, AT THE PACIFIC POWER AND
 SC0570'LIGHT CO. SUBSTATION, 63 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 SC0570'GROUNDS, IN LINE WITH A FENCE, AND IN THE TOP OF THE SOUTH CONCRETE
 SC0570'CURB.  A UNITED STATES GEOLOGICAL SURVEY STANDARD COPPER NAIL AND
 SC0570'WASHER.
 SC0570
 SC0570                          STATION RECOVERY (1987)
 SC0570
 SC0570'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SC0570'THE SUB-STATION HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0272 ***********************************************************************
 PB0272  DESIGNATION -  30
 PB0272  PID         -  PB0272
 PB0272  STATE/COUNTY-  OR/LAKE
 PB0272  USGS QUAD   -  BIG HOLE (1982)
 PB0272
 PB0272                         *CURRENT SURVEY CONTROL
 PB0272  ___________________________________________________________________
 PB0272* NAD 83(1986)-  43 26 20.     (N)    121 19 55.     (W)     SCALED    
 PB0272* NAVD 88     -      1436.371  (meters)    4712.49   (feet)  ADJUSTED  
 PB0272  ___________________________________________________________________
 PB0272  GEOID HEIGHT-         -20.85  (meters)                     GEOID03
 PB0272  DYNAMIC HT  -        1435.608 (meters)    4709.99  (feet)  COMP
 PB0272  MODELED GRAV-     980,038.1   (mgal)                       NAVD 88
 PB0272
 PB0272  VERT ORDER  -  SECOND    CLASS 0
 PB0272
 PB0272.The horizontal coordinates were scaled from a topographic map and have
 PB0272.an estimated accuracy of +/- 6 seconds.
 PB0272
 PB0272.The orthometric height was determined by differential leveling
 PB0272.and adjusted in June 1991.
 PB0272
 PB0272.The geoid height was determined by GEOID03.
 PB0272
 PB0272.The dynamic height is computed by dividing the NAVD 88
 PB0272.geopotential number by the normal gravity value computed on the
 PB0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0272.degrees latitude (g = 980.6199 gals.).
 PB0272
 PB0272.The modeled gravity was interpolated from observed gravity values.
 PB0272
 PB0272;                    North         East    Units  Estimated Accuracy
 PB0272;SPC OR S     -   197,200.    1,432,660.      MT  (+/- 180 meters Scaled)
 PB0272
 PB0272                          SUPERSEDED SURVEY CONTROL
 PB0272
 PB0272  NGVD 29 (??/??/92) 1435.096  (m)         4708.31   (f) ADJ UNCH    2 0
 PB0272
 PB0272.Superseded values are not recommended for survey control.
 PB0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0272.See file dsdata.txt to determine how the superseded data were derived.
 PB0272
 PB0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP349109(NAD 83)
 PB0272_MARKER: DD = SURVEY DISK
 PB0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0272_STAMPING: 4708 30 1929
 PB0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0272+STABILITY: SURFACE MOTION
 PB0272
 PB0272  HISTORY     - Date     Condition        Report By
 PB0272  HISTORY     - 1929     MONUMENTED       BPR
 PB0272  HISTORY     - 1931     GOOD             NGS
 PB0272  HISTORY     - 19860916 GOOD             USPSQD
 PB0272
 PB0272                          STATION DESCRIPTION
 PB0272
 PB0272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 PB0272'20.4 MI SE FROM LAPINE.
 PB0272'IN LAKE COUNTY, ABOUT 20.4 MILES SOUTHEAST ALONG THE FREMONT HIGHWAY
 PB0272'(OREGON 31) FROM LAPINE, DESCHUTES COUNTY, ON A SECTION LINE, 50 FEET
 PB0272'EAST OF HIGHWAY STATION 6680, AND 36 FEET NORTH OF THE CENTER LINE OF
 PB0272'THE HIGHWAY.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK,
 PB0272'STAMPED 4708 30 1929 AND SET IN THE TOP OF A CONCRETE POST.
 PB0272
 PB0272                          STATION RECOVERY (1986)
 PB0272
 PB0272'RECOVERY NOTE BY US POWER SQUADRON 1986 (RCC)
 PB0272'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0084 ***********************************************************************
 NZ0084  DESIGNATION -  30
 NZ0084  PID         -  NZ0084
 NZ0084  STATE/COUNTY-  OR/KLAMATH
 NZ0084  USGS QUAD   -  LAKE OF THE WOODS SO (1985)
 NZ0084
 NZ0084                         *CURRENT SURVEY CONTROL
 NZ0084  ___________________________________________________________________
 NZ0084* NAD 83(1986)-  42 20 05.     (N)    122 12 56.     (W)     SCALED    
 NZ0084* NAVD 88     -      1534.99   (+/-2cm)    5036.0    (feet)  VERTCON   
 NZ0084  ___________________________________________________________________
 NZ0084  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 NZ0084  VERT ORDER  -  ? (See Below)
 NZ0084
 NZ0084.The horizontal coordinates were scaled from a topographic map and have
 NZ0084.an estimated accuracy of +/- 6 seconds.
 NZ0084
 NZ0084.The NAVD 88 height was computed by applying the VERTCON shift value to
 NZ0084.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NZ0084.The vertical order pertains to the NGVD 29 superseded value.
 NZ0084
 NZ0084.The geoid height was determined by GEOID03.
 NZ0084
 NZ0084;                    North         East    Units  Estimated Accuracy
 NZ0084;SPC OR S     -    75,660.    1,358,620.      MT  (+/- 180 meters Scaled)
 NZ0084
 NZ0084                          SUPERSEDED SURVEY CONTROL
 NZ0084
 NZ0084  NGVD 29 (??/??/92) 1533.763  (m)         5032.02   (f) ADJ UNCH    ?  
 NZ0084
 NZ0084.Superseded values are not recommended for survey control.
 NZ0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0084.See file dsdata.txt to determine how the superseded data were derived.
 NZ0084
 NZ0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM646872(NAD 83)
 NZ0084_MARKER: N = NAIL
 NZ0084_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NZ0084_SP_SET: PINE TREE
 NZ0084_STAMPING: 5031 30
 NZ0084_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0084
 NZ0084  HISTORY     - Date     Condition        Report By
 NZ0084  HISTORY     - UNK      MONUMENTED       USGS
 NZ0084  HISTORY     - 1908     GOOD             USGS
 NZ0084  HISTORY     - 1934     GOOD             NGS
 NZ0084
 NZ0084                          STATION DESCRIPTION
 NZ0084
 NZ0084'DESCRIBED BY US GEOLOGICAL SURVEY 1908
 NZ0084'1.4 MI SW FROM LAKE OF THE WOODS.
 NZ0084'1.4 MILES SOUTHWEST ALONG DEAD INDIAN ROAD FROM SOUTH SHORE CAMP AT
 NZ0084'LAKE OF THE WOODS, KLAMATH COUNTY, 150 FEET SOUTH OF THE CULVERT AT
 NZ0084'RAINBOW CREEK, AT THE EAST EDGE OF THE ROAD, AND IN THE ROOT OF A
 NZ0084'24-INCH LODGEPOLE PINE TREE MARKED ON THE WEST FACE BY A TRIANGULAR
 NZ0084'BLAZE AND AN ALUMINUM TAG STAMPED 5031 30.  A NAIL.
 NZ0084
 NZ0084                          STATION RECOVERY (1934)
 NZ0084
 NZ0084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 NZ0084'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3711 ***********************************************************************
 RD3711  DESIGNATION -  30
 RD3711  PID         -  RD3711
 RD3711  STATE/COUNTY-  OR/MULTNOMAH
 RD3711  USGS QUAD   -  LINNTON (1990)
 RD3711
 RD3711                         *CURRENT SURVEY CONTROL
 RD3711  ___________________________________________________________________
 RD3711* NAD 83(1991)-  45 35 19.83726(N)    122 46 21.88922(W)     ADJUSTED  
 RD3711* NAVD 88     -        10.     (meters)      33.     (feet)  SCALED    
 RD3711  ___________________________________________________________________
 RD3711  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 RD3711  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 RD3711  HORZ ORDER  -  THIRD
 RD3711
 RD3711.The horizontal coordinates were established by classical geodetic methods
 RD3711.and adjusted by the National Geodetic Survey in October 1991.
 RD3711
 RD3711.The orthometric height was scaled from a topographic map.
 RD3711
 RD3711.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3711
 RD3711.The geoid height was determined by GEOID03.
 RD3711
 RD3711;                    North         East     Units Scale Factor Converg.
 RD3711;SPC OR N     -   216,092.032 2,322,683.398   MT  0.99992144   -1 36 42.5
 RD3711;SPC OR N     -   708,963.36  7,620,352.36   iFT  0.99992144   -1 36 42.5
 RD3711;SPC WA S     -    30,955.745   322,659.201   MT  1.00006437   -1 39 03.3
 RD3711;SPC WA S     -   101,560.64  1,058,591.06   sFT  1.00006437   -1 39 03.3
 RD3711;UTM  10      - 5,048,391.969   517,726.604   MT  0.99960386   +0 09 44.4
 RD3711
 RD3711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3711!SPC OR N     -   1.00000201  x   0.99992144  =   0.99992344
 RD3711!SPC WA S     -   1.00000201  x   1.00006437  =   1.00006638
 RD3711!UTM  10      -   1.00000201  x   0.99960386  =   0.99960586
 RD3711
 RD3711:                Primary Azimuth Mark                     Grid Az
 RD3711:SPC OR N     -  32                                       142 59 46.6
 RD3711:SPC WA S     -  32                                       143 02 07.4
 RD3711:UTM  10      -  32                                       141 13 19.7
 RD3711
 RD3711|---------------------------------------------------------------------|
 RD3711| PID    Reference Object                     Distance      Geod. Az  |
 RD3711|                                                           dddmmss.s |
 RD3711| RD3691 32                                  493.690 METERS 1412304.1 |
 RD3711| RD3708 28                                  APPROX. 0.6 KM 3202339.6 |
 RD3711|---------------------------------------------------------------------|
 RD3711
 RD3711                          SUPERSEDED SURVEY CONTROL
 RD3711
 RD3711  NAD 83(1986)-  45 35 19.85671(N)    122 46 21.89190(W) AD(       ) 3
 RD3711  NAD 27      -  45 35 20.43200(N)    122 46 17.53000(W) AD(       ) 3
 RD3711
 RD3711.Superseded values are not recommended for survey control.
 RD3711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3711.See file dsdata.txt to determine how the superseded data were derived.
 RD3711
 RD3711_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1772748392(NAD 83)
 RD3711
 RD3711  HISTORY     - Date     Condition        Report By
 RD3711  HISTORY     - 1899     MONUMENTED       USE
 RD3711
 RD3711                          STATION DESCRIPTION
 RD3711
 RD3711'DESCRIBED BY US ENGINEERS 1899
 RD3711'THE STATION IS MARKED BY A PIPE SET IN THE CENTER OF A
 RD3711'SQUARE BLOCK OF CONCRETE.  THE TOP OF THE BLOCK IS SMOOTHED
 RD3711'OFF AND BEARS THE LETTERS U.S.E., ONE LETTER IN EACH OF
 RD3711'THREE CORNERS.  IN THE FOURTH CORNER IS THE NUMBER BY
 RD3711'WHICH THE STATION IS KNOWN.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0144 ***********************************************************************
 NY0144  DESIGNATION -  30 15
 NY0144  PID         -  NY0144
 NY0144  STATE/COUNTY-  OR/LAKE
 NY0144  USGS QUAD   -  COUGAR PEAK (1980)
 NY0144
 NY0144                         *CURRENT SURVEY CONTROL
 NY0144  ___________________________________________________________________
 NY0144* NAD 83(1986)-  42 16 04.     (N)    120 43 36.     (W)     SCALED    
 NY0144* NAVD 88     -      1528.744  (meters)    5015.55   (feet)  ADJUSTED  
 NY0144  ___________________________________________________________________
 NY0144  GEOID HEIGHT-         -21.11  (meters)                     GEOID03
 NY0144  DYNAMIC HT  -        1527.731 (meters)    5012.23  (feet)  COMP
 NY0144  MODELED GRAV-     979,905.2   (mgal)                       NAVD 88
 NY0144
 NY0144  VERT ORDER  -  FIRST     CLASS II
 NY0144
 NY0144.The horizontal coordinates were scaled from a topographic map and have
 NY0144.an estimated accuracy of +/- 6 seconds.
 NY0144
 NY0144.The orthometric height was determined by differential leveling
 NY0144.and adjusted in June 1991.
 NY0144
 NY0144.The geoid height was determined by GEOID03.
 NY0144
 NY0144.The dynamic height is computed by dividing the NAVD 88
 NY0144.geopotential number by the normal gravity value computed on the
 NY0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0144.degrees latitude (g = 980.6199 gals.).
 NY0144
 NY0144.The modeled gravity was interpolated from observed gravity values.
 NY0144
 NY0144;                    North         East    Units  Estimated Accuracy
 NY0144;SPC OR S     -    66,800.    1,481,300.      MT  (+/- 180 meters Scaled)
 NY0144
 NY0144                          SUPERSEDED SURVEY CONTROL
 NY0144
 NY0144  NGVD 29 (??/??/92) 1527.539  (m)         5011.60   (f) ADJ UNCH    1 2
 NY0144
 NY0144.Superseded values are not recommended for survey control.
 NY0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0144.See file dsdata.txt to determine how the superseded data were derived.
 NY0144
 NY0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM874820(NAD 83)
 NY0144_MARKER: DD = SURVEY DISK
 NY0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NY0144_STAMPING: 30 15 1939
 NY0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0144+STABILITY: SURFACE MOTION
 NY0144
 NY0144  HISTORY     - Date     Condition        Report By
 NY0144  HISTORY     - 1939     MONUMENTED       BPR
 NY0144  HISTORY     - 1940     GOOD             ORDT
 NY0144
 NY0144                          STATION DESCRIPTION
 NY0144
 NY0144'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1940
 NY0144'23.3 MI W FROM LAKEVIEW.
 NY0144'ABOUT 23.3 MILES WEST OF LAKEVIEW ON KLAMATH FALLS-LAKE VIEW HIGHWAY,
 NY0144'NEAR SOUTHEAST END OF TANGENT, 30 FEET NORTHWEST OF SMALL CREEK, 47
 NY0144'FEET SOUTHWEST OF SURVEY STATION 296 PLUS 25, 20 NORTHEAST OF
 NY0144'NORTHWEST CORNER OF HOUSE.  DISK STAMPED 30 15 1939 IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0145 ***********************************************************************
 NY0145  DESIGNATION -  30 16
 NY0145  PID         -  NY0145
 NY0145  STATE/COUNTY-  OR/LAKE
 NY0145  USGS QUAD   -  COUGAR PEAK (1980)
 NY0145
 NY0145                         *CURRENT SURVEY CONTROL
 NY0145  ___________________________________________________________________
 NY0145* NAD 83(1986)-  42 15 18.     (N)    120 43 01.     (W)     SCALED    
 NY0145* NAVD 88     -      1510.446  (meters)    4955.52   (feet)  ADJUSTED  
 NY0145  ___________________________________________________________________
 NY0145  GEOID HEIGHT-         -21.14  (meters)                     GEOID03
 NY0145  DYNAMIC HT  -        1509.439 (meters)    4952.22  (feet)  COMP
 NY0145  MODELED GRAV-     979,901.8   (mgal)                       NAVD 88
 NY0145
 NY0145  VERT ORDER  -  FIRST     CLASS II
 NY0145
 NY0145.The horizontal coordinates were scaled from a topographic map and have
 NY0145.an estimated accuracy of +/- 6 seconds.
 NY0145
 NY0145.The orthometric height was determined by differential leveling
 NY0145.and adjusted in June 1991.
 NY0145
 NY0145.The geoid height was determined by GEOID03.
 NY0145
 NY0145.The dynamic height is computed by dividing the NAVD 88
 NY0145.geopotential number by the normal gravity value computed on the
 NY0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0145.degrees latitude (g = 980.6199 gals.).
 NY0145
 NY0145.The modeled gravity was interpolated from observed gravity values.
 NY0145
 NY0145;                    North         East    Units  Estimated Accuracy
 NY0145;SPC OR S     -    65,380.    1,482,100.      MT  (+/- 180 meters Scaled)
 NY0145
 NY0145                          SUPERSEDED SURVEY CONTROL
 NY0145
 NY0145  NGVD 29 (??/??/92) 1509.236  (m)         4951.55   (f) ADJ UNCH    1 2
 NY0145
 NY0145.Superseded values are not recommended for survey control.
 NY0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0145.See file dsdata.txt to determine how the superseded data were derived.
 NY0145
 NY0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM883806(NAD 83)
 NY0145_MARKER: DD = SURVEY DISK
 NY0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NY0145_STAMPING: 4951 30 16 1939
 NY0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0145+STABILITY: SURFACE MOTION
 NY0145
 NY0145  HISTORY     - Date     Condition        Report By
 NY0145  HISTORY     - 1939     MONUMENTED       BPR
 NY0145  HISTORY     - 1940     GOOD             ORDT
 NY0145
 NY0145                          STATION DESCRIPTION
 NY0145
 NY0145'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1940
 NY0145'22.3 MI W FROM LAKEVIEW.
 NY0145'ABOUT 22.3 MILES WEST OF LAKEVIEW ON KLAMATH FALLS-LAKE VIEW HIGHWAY,
 NY0145'NEAR SOUTHEAST END OF LONG TANGENT, 45 FEET SOUTHWEST OF SURVEY
 NY0145'STATION 349 PLUS 95, IN OPEN FLAT.  DISK STAMPED 4951 30 16 1939 IN
 NY0145'CONCRET POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0146 ***********************************************************************
 NY0146  DESIGNATION -  30 17
 NY0146  PID         -  NY0146
 NY0146  STATE/COUNTY-  OR/LAKE
 NY0146  USGS QUAD   -  DREWS RESERVOIR (1980)
 NY0146
 NY0146                         *CURRENT SURVEY CONTROL
 NY0146  ___________________________________________________________________
 NY0146* NAD 83(1986)-  42 14 29.     (N)    120 42 39.     (W)     SCALED    
 NY0146* NAVD 88     -      1505.158  (meters)    4938.17   (feet)  ADJUSTED  
 NY0146  ___________________________________________________________________
 NY0146  GEOID HEIGHT-         -21.17  (meters)                     GEOID03
 NY0146  DYNAMIC HT  -        1504.158 (meters)    4934.89  (feet)  COMP
 NY0146  MODELED GRAV-     979,904.5   (mgal)                       NAVD 88
 NY0146
 NY0146  VERT ORDER  -  FIRST     CLASS II
 NY0146
 NY0146.The horizontal coordinates were scaled from a topographic map and have
 NY0146.an estimated accuracy of +/- 6 seconds.
 NY0146
 NY0146.The orthometric height was determined by differential leveling
 NY0146.and adjusted in June 1991.
 NY0146
 NY0146.The geoid height was determined by GEOID03.
 NY0146
 NY0146.The dynamic height is computed by dividing the NAVD 88
 NY0146.geopotential number by the normal gravity value computed on the
 NY0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0146.degrees latitude (g = 980.6199 gals.).
 NY0146
 NY0146.The modeled gravity was interpolated from observed gravity values.
 NY0146
 NY0146;                    North         East    Units  Estimated Accuracy
 NY0146;SPC OR S     -    63,870.    1,482,600.      MT  (+/- 180 meters Scaled)
 NY0146
 NY0146                          SUPERSEDED SURVEY CONTROL
 NY0146
 NY0146  NGVD 29 (??/??/92) 1503.954  (m)         4934.22   (f) ADJ UNCH    1 2
 NY0146
 NY0146.Superseded values are not recommended for survey control.
 NY0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0146.See file dsdata.txt to determine how the superseded data were derived.
 NY0146
 NY0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM888791(NAD 83)
 NY0146_MARKER: DD = SURVEY DISK
 NY0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NY0146_STAMPING: 30 17 1939
 NY0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0146+STABILITY: SURFACE MOTION
 NY0146
 NY0146  HISTORY     - Date     Condition        Report By
 NY0146  HISTORY     - 1939     MONUMENTED       BPR
 NY0146  HISTORY     - 1940     GOOD             ORDT
 NY0146
 NY0146                          STATION DESCRIPTION
 NY0146
 NY0146'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1940
 NY0146'21.3 MI W FROM LAKEVIEW.
 NY0146'ABOUT 21.3 MILES WEST OF LAKEVIEW ON KLAMATH FALLS-LAKE VIEW HIGHWAY,
 NY0146'300 FEET SOUTHEAST OF IRRIGATION SYPHON IN OPEN FLAT, 46 FEET
 NY0146'SOUTHWEST OF SURVEY STATION 402 PLUS 05.  DISK STAMPED 30 17 1939 IN
 NY0146'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0147 ***********************************************************************
 NY0147  DESIGNATION -  30 18
 NY0147  PID         -  NY0147
 NY0147  STATE/COUNTY-  OR/LAKE
 NY0147  USGS QUAD   -  DREWS RESERVOIR (1980)
 NY0147
 NY0147                         *CURRENT SURVEY CONTROL
 NY0147  ___________________________________________________________________
 NY0147* NAD 83(2007)-  42 13 43.93308(N)    120 41 41.45413(W)     NO CHECK  
 NY0147* NAVD 88     -      1513.282  (meters)    4964.83   (feet)  ADJUSTED  
 NY0147  ___________________________________________________________________
 NY0147  EPOCH DATE  -        2007.00
 NY0147  X           -  -2,415,041.136 (meters)                     COMP
 NY0147  Y           -  -4,068,226.034 (meters)                     COMP
 NY0147  Z           -   4,265,464.780 (meters)                     COMP
 NY0147  LAPLACE CORR-           6.36  (seconds)                    DEFLEC99
 NY0147  ELLIP HEIGHT-        1492.094 (meters)          (02/10/07) NO CHECK
 NY0147  GEOID HEIGHT-         -21.17  (meters)                     GEOID03
 NY0147  DYNAMIC HT  -        1512.274 (meters)    4961.52  (feet)  COMP
 NY0147
 NY0147  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 NY0147  Type    PID    Designation                      North   East  Ellip
 NY0147  -------------------------------------------------------------------
 NY0147  NETWORK NY0147 30 18                             0.71   0.51   2.21
 NY0147  -------------------------------------------------------------------
 NY0147  MODELED GRAV-     979,902.3   (mgal)                       NAVD 88
 NY0147
 NY0147  VERT ORDER  -  FIRST     CLASS II
 NY0147
 NY0147.The horizontal coordinates were established by GPS observations
 NY0147.and adjusted by the National Geodetic Survey in February 2007.
 NY0147
 NY0147.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 NY0147.See www.ngs.noaa.gov/NationalReadjustment for more information.
 NY0147.No horizontal observational check was made to the station.
 NY0147.The horizontal coordinates are valid at the epoch date displayed above.
 NY0147.The epoch date for horizontal control is a decimal equivalence
 NY0147.of Year/Month/Day.
 NY0147
 NY0147.The orthometric height was determined by differential leveling
 NY0147.and adjusted in June 1991.
 NY0147
 NY0147.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NY0147
 NY0147.The Laplace correction was computed from DEFLEC99 derived deflections.
 NY0147
 NY0147.The ellipsoidal height was determined by GPS observations
 NY0147.and is referenced to NAD 83.
 NY0147
 NY0147.The geoid height was determined by GEOID03.
 NY0147
 NY0147.The dynamic height is computed by dividing the NAVD 88
 NY0147.geopotential number by the normal gravity value computed on the
 NY0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0147.degrees latitude (g = 980.6199 gals.).
 NY0147
 NY0147.The modeled gravity was interpolated from observed gravity values.
 NY0147
 NY0147;                    North         East     Units Scale Factor Converg.
 NY0147;SPC OR S     -    62,471.642 1,483,914.206   MT  1.00002794   -0 07 59.9
 NY0147;SPC OR S     -   204,959.46  4,868,484.93   iFT  1.00002794   -0 07 59.9
 NY0147;UTM  10      - 4,677,760.537   690,226.604   MT  1.00004526   +1 32 59.1
 NY0147
 NY0147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NY0147!SPC OR S     -   0.99976604  x   1.00002794  =   0.99979397
 NY0147!UTM  10      -   0.99976604  x   1.00004526  =   0.99981129
 NY0147
 NY0147|---------------------------------------------------------------------|
 NY0147| PID    Reference Object                     Distance      Geod. Az  |
 NY0147|                                                           dddmmss.s |
 NY0147| CD5752 30 18 RM 1                           13.284 METERS 12757     |
 NY0147| CD5751 30 18 AZ MK                                        1390153.7 |
 NY0147| CD5753 30 18 RM 2                           17.573 METERS 33150     |
 NY0147|---------------------------------------------------------------------|
 NY0147
 NY0147                          SUPERSEDED SURVEY CONTROL
 NY0147
 NY0147  NAD 83(1998)-  42 13 43.93052(N)    120 41 41.45415(W) AD(       ) B
 NY0147  ELLIP H (07/02/01) 1492.122  (m)                       GP(       ) 3 2
 NY0147  NAD 83(1998)-  42 13 43.93049(N)    120 41 41.45416(W) AD(       ) B
 NY0147  ELLIP H (07/02/97) 1492.123  (m)                       GP(       ) 3 1
 NY0147  NAD 83(1991)-  42 13 43.93543(N)    120 41 41.45380(W) AD(       ) 3
 NY0147  NAD 83(1986)-  42 13 43.93891(N)    120 41 41.45363(W) AD(       ) 3
 NY0147  NAD 27      -  42 13 44.37200(N)    120 41 37.57300(W) AD(       ) 3
 NY0147  NAVD 88 (07/02/97) 1513.28   (m)         4964.8    (f) LEVELING    3  
 NY0147  NGVD 29 (??/??/92) 1512.075  (m)         4960.87   (f) ADJ UNCH    1 2
 NY0147
 NY0147.Superseded values are not recommended for survey control.
 NY0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0147.See file dsdata.txt to determine how the superseded data were derived.
 NY0147
 NY0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM9022777761(NAD 83)
 NY0147_MARKER: DD = SURVEY DISK
 NY0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NY0147_STAMPING: 4691 FEET NO 30-18 1939
 NY0147_MARK LOGO: BPR   
 NY0147_MAGNETIC: N = NO MAGNETIC MATERIAL
 NY0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0147+STABILITY: SURFACE MOTION
 NY0147_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NY0147+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2004
 NY0147
 NY0147  HISTORY     - Date     Condition        Report By
 NY0147  HISTORY     - 1940     MONUMENTED       BPR
 NY0147  HISTORY     - 1940     GOOD             ORDT
 NY0147  HISTORY     - 19961114 GOOD             CHANCE
 NY0147  HISTORY     - 20040725 GOOD             DUCKS
 NY0147
 NY0147                          STATION DESCRIPTION
 NY0147
 NY0147'DESCRIBED BY US BUREAU OF PUBLIC ROADS 1940 (MTP)
 NY0147'STATION IS LOCATED ON THE NORTH SIDE OF STATE HIGHWAY 66, AT
 NY0147'CHANDLER CREEK STATION 19.8 MILES WEST FROM JUNCTION OF U.S. HIGHWAY
 NY0147'395 AND STATE HIGHWAY 66, IN LAKEVIEW, ACROSS THE HIGHWAY FROM
 NY0147'MILEPOST 76, IN A SMOOTH, GRASSY AREA ABOUT 20 FEET EAST OF A
 NY0147'FENCE.  THE MARK IS SET IN A 12X12 INCH CONCRETE BLOCK PROJECTING
 NY0147'14 INCHES ABOVE THE SURFACE OF THE GROUND.  THE MARK IS 60 FEET
 NY0147'EAST OF THE CENTERLINE OF STATE HIGHWAY 66, 8 FEET EAST OF A
 NY0147'SOUTHEAST-NORTHWEST FENCELINE, 2 FEET NORTHWEST OF A USBM
 NY0147'WITNESS POST, AND ABOUT 45 YARDS EAST OF MILEPOST 76.  THE MARK
 NY0147'IS A DEPT. OF AGRICULTURE DISK STAMPED 30 18 1939.
 NY0147'(RECONNAISSANCE DESCRIPTION STATES IT IS A USBPR DISK.)
 NY0147'
 NY0147'REFERENCE MARK NO 1 IS SET IN A CONCRETE POST PROJECTING 2 INCHES
 NY0147'ABOVE THE SURFACE OF THE GROUND.  THE MARK IS 14 FEET EAST OF A
 NY0147'SOUTHEAST-NORTHWEST FENCELINE.  THE MARK IS STAMPED 30 18 NO 1
 NY0147'1948.
 NY0147'
 NY0147'REFERENCE MARK NO 2 IS SET IN A 2X3 FOOT BOULDER PROJECTING 16
 NY0147'INCHES ABOVE THE SURFACE OF THE GROUND.  THE MARK IS 18 FEET EAST
 NY0147'OF A SOUTHEAST-NORTHWEST FENCELINE.  THE MARK IS STAMPED 30 18 NO 2
 NY0147'1948.
 NY0147'
 NY0147'AZIMUTH MARK IS SET IN OUTCROPPING BEDROCK PROJECTING 3 INCHES
 NY0147'ABOVE THE SURFACE OF THE GROUND.  THE MARK IS 34 FEET NORTH OF
 NY0147'THE CENTERLINE OF STATE HIGHWAY 66, 24 FEET SOUTH OF AN EAST-WEST
 NY0147'FENCELINE, AND 3.5 FEET SOUTH OF A WITNESS POST.  THE MARK IS
 NY0147'STAMPED 30 18 1948.
 NY0147'
 NY0147'TO REACH--FROM THE JUNCTION OF U.S. HIGHWAY 395 AND STATE HIGHWAY
 NY0147'66, IN LAKEVIEW, GO WEST ON STATE HIGHWAY 66 FOR 19.8 MILES TO A
 NY0147'MILEPOST NUMBERED 76 ON THE LEFT HAND SIDE OF THE ROAD, AND THE
 NY0147'STATION SITE ON THE RIGHT HAND SIDE OF THE ROAD.
 NY0147
 NY0147                          STATION RECOVERY (1940)
 NY0147
 NY0147'RECOVERY NOTE BY OREGON DEPARTMENT OF TRANSPORTATION 1940
 NY0147'20.1 MI W FROM LAKEVIEW.
 NY0147'ABOUT 20.1 MILES WEST OF LAKEVIEW ON KLAMATH FALLS-LAKEVIEW HIGHWAY,
 NY0147'.9 MILE NORTHWEST OF ROCK CUT AT LOCAL SUMMIT, 53 FEET NORTHEAST OF
 NY0147'HIGHWAY, IN OPEN FLAT.  DISK STAMPED 30 18 1939 IN CONCRETE POST.
 NY0147
 NY0147                          STATION RECOVERY (1996)
 NY0147
 NY0147'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (AGC)
 NY0147'THE STATION IS LOCATED ABOUT 55 MILES (88.5 KM) EAST OF KLAMATH FALLS,
 NY0147'19 MILES (30.6 KM) WEST OF LAKEVIEW AND 17 MILES (27.4 KM) NORTH OF
 NY0147'THE OREGON / CALIFORNIA STATE LINE  TO REACH THE STATION FROM THE
 NY0147'JUNCTION OF US HIGHWAY 395 AND STATE HIGHWAY 140 IN LAKEVIEW, PROCEED
 NY0147'EAST ON SH 140 19.7 MILES (31.7 KM) TO THE STATION ON THE RIGHT  THE
 NY0147'STATION, RM 1 AND RM 2 WERE RECOVEREDIN GOOD CONDITION  THE STATION IS
 NY0147'A US DEPT OF AGRICULTURE - BUREAU OF PUBLIC ROADS DISK SET IN THE TOP
 NY0147'OF A SQUARE CONCRETE MONUMENT, PROJECTING APPROXIMATELY 20 CM ABOVE
 NY0147'THE SURFACE.  THE STATION IS LOCATED 17.4 M (57.1 FT) NORTH OF THE
 NY0147'CENTERLINE OF THE HIGHWAY, 2.0 M (6.6 FT) NORTH OF A FENCE POST AND
 NY0147'2.15 M (7.05 FT) NORTHEAST OF A METAL WITNESS POST
 NY0147
 NY0147                          STATION RECOVERY (2004)
 NY0147
 NY0147'RECOVERY NOTE BY DUCKS UNLIMITED 2004 (JPS)
 NY0147'RECOVERED PAT SCHULTE PLS,DUCKS UNLIMITED,INC.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0148 ***********************************************************************
 NY0148  DESIGNATION -  30 19
 NY0148  PID         -  NY0148
 NY0148  STATE/COUNTY-  OR/LAKE
 NY0148  USGS QUAD   -  DREWS RESERVOIR (1980)
 NY0148
 NY0148                         *CURRENT SURVEY CONTROL
 NY0148  ___________________________________________________________________
 NY0148* NAD 83(1986)-  42 13 02.     (N)    120 41 00.     (W)     SCALED    
 NY0148* NAVD 88     -      1539.361  (meters)    5050.39   (feet)  ADJUSTED  
 NY0148  ___________________________________________________________________
 NY0148  GEOID HEIGHT-         -21.19  (meters)                     GEOID03
 NY0148  DYNAMIC HT  -        1538.332 (meters)    5047.01  (feet)  COMP
 NY0148  MODELED GRAV-     979,898.9   (mgal)                       NAVD 88
 NY0148
 NY0148  VERT ORDER  -  FIRST     CLASS II
 NY0148
 NY0148.The horizontal coordinates were scaled from a topographic map and have
 NY0148.an estimated accuracy of +/- 6 seconds.
 NY0148
 NY0148.The orthometric height was determined by differential leveling
 NY0148.and adjusted in June 1991.
 NY0148
 NY0148.The geoid height was determined by GEOID03.
 NY0148
 NY0148.The dynamic height is computed by dividing the NAVD 88
 NY0148.geopotential number by the normal gravity value computed on the
 NY0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0148.degrees latitude (g = 980.6199 gals.).
 NY0148
 NY0148.The modeled gravity was interpolated from observed gravity values.
 NY0148
 NY0148;                    North         East    Units  Estimated Accuracy
 NY0148;SPC OR S     -    61,180.    1,484,860.      MT  (+/- 180 meters Scaled)
 NY0148
 NY0148                          SUPERSEDED SURVEY CONTROL
 NY0148
 NY0148  NGVD 29 (??/??/92) 1538.152  (m)         5046.42   (f) ADJ UNCH    1 2
 NY0148
 NY0148.Superseded values are not recommended for survey control.
 NY0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0148.See file dsdata.txt to determine how the superseded data were derived.
 NY0148
 NY0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM912764(NAD 83)
 NY0148_MARKER: DD = SURVEY DISK
 NY0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NY0148_STAMPING: 30 19 1939
 NY0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0148+STABILITY: SURFACE MOTION
 NY0148
 NY0148  HISTORY     - Date     Condition        Report By
 NY0148  HISTORY     - 1939     MONUMENTED       BPR
 NY0148  HISTORY     - 1940     GOOD             ORDT
 NY0148
 NY0148                          STATION DESCRIPTION
 NY0148
 NY0148'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1940
 NY0148'19.1 MI W FROM LAKEVIEW.
 NY0148'ABOUT 19.1 MILES WEST OF LAKEVIEW ON KLAMATH FALLS-LAKEVIEW HIGHWAY,
 NY0148'750 FEET SOUTHEAST OF CUT AT LOCAL SUMMIT, 75 FEET SOUTHEAST OF SMALL
 NY0148'DRAW, 47 FEET NORTHEAST OF HIGHWAY.  DISK STAMPED 30 19 1939 IN
 NY0148'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0149 ***********************************************************************
 NY0149  DESIGNATION -  30 20
 NY0149  PID         -  NY0149
 NY0149  STATE/COUNTY-  OR/LAKE
 NY0149  USGS QUAD   -  DREWS RESERVOIR (1980)
 NY0149
 NY0149                         *CURRENT SURVEY CONTROL
 NY0149  ___________________________________________________________________
 NY0149* NAD 83(1986)-  42 12 14.     (N)    120 40 35.     (W)     SCALED    
 NY0149* NAVD 88     -      1506.938  (meters)    4944.01   (feet)  ADJUSTED  
 NY0149  ___________________________________________________________________
 NY0149  GEOID HEIGHT-         -21.21  (meters)                     GEOID03
 NY0149  DYNAMIC HT  -        1505.936 (meters)    4940.73  (feet)  COMP
 NY0149  MODELED GRAV-     979,903.9   (mgal)                       NAVD 88
 NY0149
 NY0149  VERT ORDER  -  FIRST     CLASS II
 NY0149
 NY0149.The horizontal coordinates were scaled from a topographic map and have
 NY0149.an estimated accuracy of +/- 6 seconds.
 NY0149
 NY0149.The orthometric height was determined by differential leveling
 NY0149.and adjusted in June 1991.
 NY0149
 NY0149.The geoid height was determined by GEOID03.
 NY0149
 NY0149.The dynamic height is computed by dividing the NAVD 88
 NY0149.geopotential number by the normal gravity value computed on the
 NY0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0149.degrees latitude (g = 980.6199 gals.).
 NY0149
 NY0149.The modeled gravity was interpolated from observed gravity values.
 NY0149
 NY0149;                    North         East    Units  Estimated Accuracy
 NY0149;SPC OR S     -    59,690.    1,485,430.      MT  (+/- 180 meters Scaled)
 NY0149
 NY0149                          SUPERSEDED SURVEY CONTROL
 NY0149
 NY0149  NGVD 29 (??/??/92) 1505.732  (m)         4940.06   (f) ADJ UNCH    1 2
 NY0149
 NY0149.Superseded values are not recommended for survey control.
 NY0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0149.See file dsdata.txt to determine how the superseded data were derived.
 NY0149
 NY0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM918750(NAD 83)
 NY0149_MARKER: DD = SURVEY DISK
 NY0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NY0149_STAMPING: 30 20 1939
 NY0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0149+STABILITY: SURFACE MOTION
 NY0149
 NY0149  HISTORY     - Date     Condition        Report By
 NY0149  HISTORY     - 1939     MONUMENTED       BPR
 NY0149  HISTORY     - 1940     GOOD             ORDT
 NY0149
 NY0149                          STATION DESCRIPTION
 NY0149
 NY0149'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1940
 NY0149'18.1 MI W FROM LAKEVIEW.
 NY0149'ABOUT 18.1 MILES WEST OF LAKEVIEW ON KLAMATH FALLS-LAKEVIEW HIGHWAY,
 NY0149'INSIDE OF CURVE, 90 FEET SOUTHEAST OF SMALL DRAW, 40 FEET NORTH OF
 NY0149'SURVEY STATION 572.  DISK STAMPED 30 20 1939 IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0152 ***********************************************************************
 NY0152  DESIGNATION -  30 21
 NY0152  PID         -  NY0152
 NY0152  STATE/COUNTY-  OR/LAKE
 NY0152  USGS QUAD   -  DREWS RESERVOIR (1980)
 NY0152
 NY0152                         *CURRENT SURVEY CONTROL
 NY0152  ___________________________________________________________________
 NY0152* NAD 83(1986)-  42 11 52.     (N)    120 39 29.     (W)     SCALED    
 NY0152* NAVD 88     -      1512.039  (meters)    4960.75   (feet)  ADJUSTED  
 NY0152  ___________________________________________________________________
 NY0152  GEOID HEIGHT-         -21.20  (meters)                     GEOID03
 NY0152  DYNAMIC HT  -        1511.032 (meters)    4957.44  (feet)  COMP
 NY0152  MODELED GRAV-     979,902.7   (mgal)                       NAVD 88
 NY0152
 NY0152  VERT ORDER  -  FIRST     CLASS II
 NY0152
 NY0152.The horizontal coordinates were scaled from a topographic map and have
 NY0152.an estimated accuracy of +/- 6 seconds.
 NY0152
 NY0152.The orthometric height was determined by differential leveling
 NY0152.and adjusted in June 1991.
 NY0152
 NY0152.The geoid height was determined by GEOID03.
 NY0152
 NY0152.The dynamic height is computed by dividing the NAVD 88
 NY0152.geopotential number by the normal gravity value computed on the
 NY0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0152.degrees latitude (g = 980.6199 gals.).
 NY0152
 NY0152.The modeled gravity was interpolated from observed gravity values.
 NY0152
 NY0152;                    North         East    Units  Estimated Accuracy
 NY0152;SPC OR S     -    59,010.    1,486,950.      MT  (+/- 180 meters Scaled)
 NY0152
 NY0152                          SUPERSEDED SURVEY CONTROL
 NY0152
 NY0152  NGVD 29 (??/??/92) 1510.833  (m)         4956.79   (f) ADJ UNCH    1 2
 NY0152
 NY0152.Superseded values are not recommended for survey control.
 NY0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0152.See file dsdata.txt to determine how the superseded data were derived.
 NY0152
 NY0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM933743(NAD 83)
 NY0152_MARKER: DD = SURVEY DISK
 NY0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NY0152_STAMPING: 30 21 1939
 NY0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0152+STABILITY: SURFACE MOTION
 NY0152
 NY0152  HISTORY     - Date     Condition        Report By
 NY0152  HISTORY     - 1939     MONUMENTED       BPR
 NY0152  HISTORY     - 1940     GOOD             ORDT
 NY0152
 NY0152                          STATION DESCRIPTION
 NY0152
 NY0152'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1940
 NY0152'17.1 MI W FROM LAKEVIEW.
 NY0152'ABOUT 17.1 MILES WEST OF LAKEVIEW ON KLAMATH FALLS-LAKE VIEW HIGHWAY,
 NY0152'40 FEET SOUTH OF SURVEY STATION 642 PLUS 00.  DISK STAMPED 30 21 1939
 NY0152'IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0153 ***********************************************************************
 NY0153  DESIGNATION -  30 22
 NY0153  PID         -  NY0153
 NY0153  STATE/COUNTY-  OR/LAKE
 NY0153  USGS QUAD   -  DREWS RESERVOIR (1980)
 NY0153
 NY0153                         *CURRENT SURVEY CONTROL
 NY0153  ___________________________________________________________________
 NY0153* NAD 83(1986)-  42 11 52.     (N)    120 38 12.     (W)     SCALED    
 NY0153* NAVD 88     -      1541.694  (meters)    5058.04   (feet)  ADJUSTED  
 NY0153  ___________________________________________________________________
 NY0153  GEOID HEIGHT-         -21.18  (meters)                     GEOID03
 NY0153  DYNAMIC HT  -        1540.668 (meters)    5054.67  (feet)  COMP
 NY0153  MODELED GRAV-     979,901.6   (mgal)                       NAVD 88
 NY0153
 NY0153  VERT ORDER  -  FIRST     CLASS II
 NY0153
 NY0153.The horizontal coordinates were scaled from a topographic map and have
 NY0153.an estimated accuracy of +/- 6 seconds.
 NY0153
 NY0153.The orthometric height was determined by differential leveling
 NY0153.and adjusted in June 1991.
 NY0153.WARNING-Repeat measurements at this control monument indicate possible
 NY0153.vertical movement.
 NY0153
 NY0153.The geoid height was determined by GEOID03.
 NY0153
 NY0153.The dynamic height is computed by dividing the NAVD 88
 NY0153.geopotential number by the normal gravity value computed on the
 NY0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0153.degrees latitude (g = 980.6199 gals.).
 NY0153
 NY0153.The modeled gravity was interpolated from observed gravity values.
 NY0153
 NY0153;                    North         East    Units  Estimated Accuracy
 NY0153;SPC OR S     -    59,010.    1,488,710.      MT  (+/- 180 meters Scaled)
 NY0153
 NY0153                          SUPERSEDED SURVEY CONTROL
 NY0153
 NY0153  NGVD 29 (??/??/92) 1540.483  (m)         5054.07   (f) ADJ UNCH    1 2
 NY0153
 NY0153.Superseded values are not recommended for survey control.
 NY0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0153.See file dsdata.txt to determine how the superseded data were derived.
 NY0153
 NY0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM951744(NAD 83)
 NY0153_MARKER: DD = SURVEY DISK
 NY0153_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NY0153_SP_SET: CULVERT
 NY0153_STAMPING: 30 22 1939
 NY0153_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NY0153
 NY0153  HISTORY     - Date     Condition        Report By
 NY0153  HISTORY     - 1939     MONUMENTED       BPR
 NY0153  HISTORY     - 1940     GOOD             ORDT
 NY0153
 NY0153                          STATION DESCRIPTION
 NY0153
 NY0153'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1940
 NY0153'15.95 MI W FROM LAKEVIEW.
 NY0153'ABOUT 15.95 MILES WEST OF LAKEVIEW ON KLAMATH FALLS-LAKEVIEW HIGHWAY,
 NY0153'26 FEET SOUTH OF SURVEY STATION 702, SOUTHWEST CORNER OF FISH CREEK
 NY0153'CULVERT, TOP OF PARAPET.  DISK STAMPED 30 22 1939.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0154 ***********************************************************************
 NY0154  DESIGNATION -  30 23
 NY0154  PID         -  NY0154
 NY0154  STATE/COUNTY-  OR/LAKE
 NY0154  USGS QUAD   -  DREWS GAP (1980)
 NY0154
 NY0154                         *CURRENT SURVEY CONTROL
 NY0154  ___________________________________________________________________
 NY0154* NAD 83(1986)-  42 12 03.     (N)    120 37 16.     (W)     SCALED    
 NY0154* NAVD 88     -      1594.081  (meters)    5229.91   (feet)  ADJUSTED  
 NY0154  ___________________________________________________________________
 NY0154  GEOID HEIGHT-         -21.15  (meters)                     GEOID03
 NY0154  DYNAMIC HT  -        1593.012 (meters)    5226.41  (feet)  COMP
 NY0154  MODELED GRAV-     979,894.8   (mgal)                       NAVD 88
 NY0154
 NY0154  VERT ORDER  -  FIRST     CLASS II
 NY0154
 NY0154.The horizontal coordinates were scaled from a topographic map and have
 NY0154.an estimated accuracy of +/- 6 seconds.
 NY0154
 NY0154.The orthometric height was determined by differential leveling
 NY0154.and adjusted in June 1991.
 NY0154
 NY0154.The geoid height was determined by GEOID03.
 NY0154
 NY0154.The dynamic height is computed by dividing the NAVD 88
 NY0154.geopotential number by the normal gravity value computed on the
 NY0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0154.degrees latitude (g = 980.6199 gals.).
 NY0154
 NY0154.The modeled gravity was interpolated from observed gravity values.
 NY0154
 NY0154;                    North         East    Units  Estimated Accuracy
 NY0154;SPC OR S     -    59,350.    1,490,000.      MT  (+/- 180 meters Scaled)
 NY0154
 NY0154                          SUPERSEDED SURVEY CONTROL
 NY0154
 NY0154  NGVD 29 (??/??/92) 1592.875  (m)         5225.96   (f) ADJ UNCH    1 2
 NY0154
 NY0154.Superseded values are not recommended for survey control.
 NY0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0154.See file dsdata.txt to determine how the superseded data were derived.
 NY0154
 NY0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM963748(NAD 83)
 NY0154_MARKER: DD = SURVEY DISK
 NY0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NY0154_STAMPING: 30 23 1939
 NY0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0154+STABILITY: SURFACE MOTION
 NY0154
 NY0154  HISTORY     - Date     Condition        Report By
 NY0154  HISTORY     - 1939     MONUMENTED       BPR
 NY0154  HISTORY     - 1943     GOOD             ORDT
 NY0154
 NY0154                          STATION DESCRIPTION
 NY0154
 NY0154'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1943
 NY0154'15.1 MI W FROM LAKEVIEW.
 NY0154'ABOUT 15.1 MILES WEST OF LAKEVIEW ON KLAMATH FALLS-LAKEVIEW HIGHWAY,
 NY0154'ABOUT .3 MILE WEST OF DREW GAP, .2 MILE WEST OF JUNCTION WITH DOG LAKE
 NY0154'ROAD, 75 FEET EAST OF SIDE ROAD, 40.5 FEET NORTH OF SURVEY STATION 746
 NY0154'PLUS 50.  DISK STAMPED 30 23 1939 IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0155 ***********************************************************************
 NY0155  DESIGNATION -  30 24
 NY0155  PID         -  NY0155
 NY0155  STATE/COUNTY-  OR/LAKE
 NY0155  USGS QUAD   -  DREWS GAP (1980)
 NY0155
 NY0155                         *CURRENT SURVEY CONTROL
 NY0155  ___________________________________________________________________
 NY0155* NAD 83(1986)-  42 11 57.     (N)    120 36 56.     (W)     SCALED    
 NY0155* NAVD 88     -      1614.639  (meters)    5297.36   (feet)  ADJUSTED  
 NY0155  ___________________________________________________________________
 NY0155  GEOID HEIGHT-         -21.15  (meters)                     GEOID03
 NY0155  DYNAMIC HT  -        1613.555 (meters)    5293.81  (feet)  COMP
 NY0155  MODELED GRAV-     979,892.6   (mgal)                       NAVD 88
 NY0155
 NY0155  VERT ORDER  -  FIRST     CLASS II
 NY0155
 NY0155.The horizontal coordinates were scaled from a topographic map and have
 NY0155.an estimated accuracy of +/- 6 seconds.
 NY0155
 NY0155.The orthometric height was determined by differential leveling
 NY0155.and adjusted in June 1991.
 NY0155
 NY0155.The geoid height was determined by GEOID03.
 NY0155
 NY0155.The dynamic height is computed by dividing the NAVD 88
 NY0155.geopotential number by the normal gravity value computed on the
 NY0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0155.degrees latitude (g = 980.6199 gals.).
 NY0155
 NY0155.The modeled gravity was interpolated from observed gravity values.
 NY0155
 NY0155;                    North         East    Units  Estimated Accuracy
 NY0155;SPC OR S     -    59,160.    1,490,460.      MT  (+/- 180 meters Scaled)
 NY0155
 NY0155                          SUPERSEDED SURVEY CONTROL
 NY0155
 NY0155  NGVD 29 (??/??/92) 1613.432  (m)         5293.40   (f) ADJ UNCH    1 2
 NY0155
 NY0155.Superseded values are not recommended for survey control.
 NY0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0155.See file dsdata.txt to determine how the superseded data were derived.
 NY0155
 NY0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM968746(NAD 83)
 NY0155_MARKER: DD = SURVEY DISK
 NY0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NY0155_STAMPING: 30 24 1939
 NY0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0155+STABILITY: SURFACE MOTION
 NY0155
 NY0155  HISTORY     - Date     Condition        Report By
 NY0155  HISTORY     - 1939     MONUMENTED       BPR
 NY0155  HISTORY     - 1940     GOOD             ORDT
 NY0155
 NY0155                          STATION DESCRIPTION
 NY0155
 NY0155'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1940
 NY0155'14.8 MI W FROM LAKEVIEW.
 NY0155'ABOUT 14.8 MILES WEST OF LAKEVIEW ON KLAMATH FALLS-LAKEVIEW HIGHWAY,
 NY0155'AT DREW GAP, 340 FEET EAST OF JUNCTION WITH DOG LAKE ROAD, 49 FEET
 NY0155'SOUTH OF SURVEY STATION 762 PLUS 20, AT EDGE OF PARKING AREA.  DISK
 NY0155'STAMPED 30 24 1939 IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0156 ***********************************************************************
 NY0156  DESIGNATION -  30 25
 NY0156  PID         -  NY0156
 NY0156  STATE/COUNTY-  OR/LAKE
 NY0156  USGS QUAD   -  DREWS GAP (1980)
 NY0156
 NY0156                         *CURRENT SURVEY CONTROL
 NY0156  ___________________________________________________________________
 NY0156* NAD 83(1986)-  42 11 49.     (N)    120 35 39.     (W)     SCALED    
 NY0156* NAVD 88     -      1577.916  (meters)    5176.88   (feet)  ADJUSTED  
 NY0156  ___________________________________________________________________
 NY0156  GEOID HEIGHT-         -21.15  (meters)                     GEOID03
 NY0156  DYNAMIC HT  -        1576.862 (meters)    5173.42  (feet)  COMP
 NY0156  MODELED GRAV-     979,897.7   (mgal)                       NAVD 88
 NY0156
 NY0156  VERT ORDER  -  FIRST     CLASS II
 NY0156
 NY0156.The horizontal coordinates were scaled from a topographic map and have
 NY0156.an estimated accuracy of +/- 6 seconds.
 NY0156
 NY0156.The orthometric height was determined by differential leveling
 NY0156.and adjusted in June 1991.
 NY0156
 NY0156.The geoid height was determined by GEOID03.
 NY0156
 NY0156.The dynamic height is computed by dividing the NAVD 88
 NY0156.geopotential number by the normal gravity value computed on the
 NY0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0156.degrees latitude (g = 980.6199 gals.).
 NY0156
 NY0156.The modeled gravity was interpolated from observed gravity values.
 NY0156
 NY0156;                    North         East    Units  Estimated Accuracy
 NY0156;SPC OR S     -    58,910.    1,492,220.      MT  (+/- 180 meters Scaled)
 NY0156
 NY0156                          SUPERSEDED SURVEY CONTROL
 NY0156
 NY0156  NGVD 29 (??/??/92) 1576.713  (m)         5172.93   (f) ADJ UNCH    1 2
 NY0156
 NY0156.Superseded values are not recommended for survey control.
 NY0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0156.See file dsdata.txt to determine how the superseded data were derived.
 NY0156
 NY0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM986744(NAD 83)
 NY0156_MARKER: DD = SURVEY DISK
 NY0156_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NY0156_SP_SET: CULVERT
 NY0156_STAMPING: 30 25 1939
 NY0156_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NY0156
 NY0156  HISTORY     - Date     Condition        Report By
 NY0156  HISTORY     - 1939     MONUMENTED       BPR
 NY0156  HISTORY     - 1940     GOOD             ORDT
 NY0156
 NY0156                          STATION DESCRIPTION
 NY0156
 NY0156'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1940
 NY0156'13.7 MI W FROM LAKEVIEW.
 NY0156'ABOUT 13.7 MILES WEST OF LAKEVIEW ON NEW LOCATION OF KLAMATH
 NY0156'FALLS-LAKEVIEW HIGHWAY, ABOUT 1.65 MILES NORTHWEST OF MOUTH OF
 NY0156'ANTELOPE CANYON, ABOUT 1.05 MILES EAST OF DREW GAP, 21 FEET SOUTH OF
 NY0156'SURVEY STATION 820 PLUS 14, SOUTHWEST CORNER OF CULVERT, TOP OF
 NY0156'HEADWALL.  DISK STAMPED 30 25 1939.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0157 ***********************************************************************
 NY0157  DESIGNATION -  30 26
 NY0157  PID         -  NY0157
 NY0157  STATE/COUNTY-  OR/LAKE
 NY0157  USGS QUAD   -  DREWS GAP (1980)
 NY0157
 NY0157                         *CURRENT SURVEY CONTROL
 NY0157  ___________________________________________________________________
 NY0157* NAD 83(1986)-  42 11 19.     (N)    120 34 50.     (W)     SCALED    
 NY0157* NAVD 88     -      1546.863  (meters)    5075.00   (feet)  ADJUSTED  
 NY0157  ___________________________________________________________________
 NY0157  GEOID HEIGHT-         -21.18  (meters)                     GEOID03
 NY0157  DYNAMIC HT  -        1545.836 (meters)    5071.63  (feet)  COMP
 NY0157  MODELED GRAV-     979,903.5   (mgal)                       NAVD 88
 NY0157
 NY0157  VERT ORDER  -  FIRST     CLASS II
 NY0157
 NY0157.The horizontal coordinates were scaled from a topographic map and have
 NY0157.an estimated accuracy of +/- 6 seconds.
 NY0157
 NY0157.The orthometric height was determined by differential leveling
 NY0157.and adjusted in June 1991.
 NY0157
 NY0157.The geoid height was determined by GEOID03.
 NY0157
 NY0157.The dynamic height is computed by dividing the NAVD 88
 NY0157.geopotential number by the normal gravity value computed on the
 NY0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0157.degrees latitude (g = 980.6199 gals.).
 NY0157
 NY0157.The modeled gravity was interpolated from observed gravity values.
 NY0157
 NY0157;                    North         East    Units  Estimated Accuracy
 NY0157;SPC OR S     -    57,980.    1,493,350.      MT  (+/- 180 meters Scaled)
 NY0157
 NY0157                          SUPERSEDED SURVEY CONTROL
 NY0157
 NY0157  NGVD 29 (??/??/92) 1545.666  (m)         5071.07   (f) ADJ UNCH    1 2
 NY0157
 NY0157.Superseded values are not recommended for survey control.
 NY0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0157.See file dsdata.txt to determine how the superseded data were derived.
 NY0157
 NY0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM997735(NAD 83)
 NY0157_MARKER: DB = BENCH MARK DISK
 NY0157_SETTING: 66 = SET IN ROCK OUTCROP
 NY0157_SP_SET: OUTCROP
 NY0157_STAMPING: 30 26
 NY0157_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NY0157+STABILITY: POSITION/ELEVATION WELL
 NY0157
 NY0157  HISTORY     - Date     Condition        Report By
 NY0157  HISTORY     - UNK      MONUMENTED       CGS
 NY0157  HISTORY     - 1940     GOOD             ORDT
 NY0157
 NY0157                          STATION DESCRIPTION
 NY0157
 NY0157'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1940
 NY0157'12.85 MI W FROM LAKEVIEW.
 NY0157'ABOUT 12.85 MILES WEST OF LAKEVIEW ON NEW LOCATION OF KLAMATH
 NY0157'FALLS-LAKEVIEW HIGHWAY, ABOUT .8 MILE NORTHWEST OF MOUTH OF ANTELOPE
 NY0157'CANYON, ABOUT 100 FEET SOUTHWEST OF AND ACROSS CANYON FROM HIGHWAY,
 NY0157'ABOUT 75 FEET WEST OF OLD APPROACH TO OLD STAGE ROAD, SOUTHWEST OF
 NY0157'SURVEY STATION 869 PLUS 40, IN ROCK OUTCROP.  DISK STAMPED 30 26.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0158 ***********************************************************************
 NY0158  DESIGNATION -  30 27
 NY0158  PID         -  NY0158
 NY0158  STATE/COUNTY-  OR/LAKE
 NY0158  USGS QUAD   -  DREWS GAP (1980)
 NY0158
 NY0158                         *CURRENT SURVEY CONTROL
 NY0158  ___________________________________________________________________
 NY0158* NAD 83(1986)-  42 10 55.     (N)    120 33 56.     (W)     SCALED    
 NY0158* NAVD 88     -      1517.762  (meters)    4979.52   (feet)  ADJUSTED  
 NY0158  ___________________________________________________________________
 NY0158  GEOID HEIGHT-         -21.20  (meters)                     GEOID03
 NY0158  DYNAMIC HT  -        1516.761 (meters)    4976.24  (feet)  COMP
 NY0158  MODELED GRAV-     979,908.5   (mgal)                       NAVD 88
 NY0158
 NY0158  VERT ORDER  -  FIRST     CLASS II
 NY0158
 NY0158.The horizontal coordinates were scaled from a topographic map and have
 NY0158.an estimated accuracy of +/- 6 seconds.
 NY0158
 NY0158.The orthometric height was determined by differential leveling
 NY0158.and adjusted in June 1991.
 NY0158.WARNING-Repeat measurements at this control monument indicate possible
 NY0158.vertical movement.
 NY0158
 NY0158.The geoid height was determined by GEOID03.
 NY0158
 NY0158.The dynamic height is computed by dividing the NAVD 88
 NY0158.geopotential number by the normal gravity value computed on the
 NY0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0158.degrees latitude (g = 980.6199 gals.).
 NY0158
 NY0158.The modeled gravity was interpolated from observed gravity values.
 NY0158
 NY0158;                    North         East    Units  Estimated Accuracy
 NY0158;SPC OR S     -    57,240.    1,494,580.      MT  (+/- 180 meters Scaled)
 NY0158
 NY0158                          SUPERSEDED SURVEY CONTROL
 NY0158
 NY0158  NGVD 29 (??/??/92) 1516.574  (m)         4975.63   (f) ADJ UNCH    1 2
 NY0158
 NY0158.Superseded values are not recommended for survey control.
 NY0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0158.See file dsdata.txt to determine how the superseded data were derived.
 NY0158
 NY0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGM010728(NAD 83)
 NY0158_MARKER: DD = SURVEY DISK
 NY0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NY0158_STAMPING: 30 27 1939
 NY0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0158+STABILITY: SURFACE MOTION
 NY0158
 NY0158  HISTORY     - Date     Condition        Report By
 NY0158  HISTORY     - 1939     MONUMENTED       BPR
 NY0158  HISTORY     - 1940     GOOD             ORDT
 NY0158
 NY0158                          STATION DESCRIPTION
 NY0158
 NY0158'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1940
 NY0158'12 MI W FROM LAKEVIEW.
 NY0158'ABOUT 12 MILES WEST OF LAKEVIEW ON NEW LOCATION OF KLAMATH
 NY0158'FALLS-LAKEVIEW HIGHWAY, END OF FIRST CURVE EAST OF MOUTH OF ANTELOPE
 NY0158'CANYON, 50 FEET SOUTH OF SURVEY STATION 917 PLUS 34, IN SHALLOW BORROW
 NY0158'PIT.  DISK STAMPED 30 27 1939 IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0160 ***********************************************************************
 NY0160  DESIGNATION -  30 28
 NY0160  PID         -  NY0160
 NY0160  STATE/COUNTY-  OR/LAKE
 NY0160  USGS QUAD   -  DREWS GAP (1980)
 NY0160
 NY0160                         *CURRENT SURVEY CONTROL
 NY0160  ___________________________________________________________________
 NY0160* NAD 83(1986)-  42 10 57.     (N)    120 33 05.     (W)     SCALED    
 NY0160* NAVD 88     -      1509.314  (meters)    4951.81   (feet)  ADJUSTED  
 NY0160  ___________________________________________________________________
 NY0160  GEOID HEIGHT-         -21.21  (meters)                     GEOID03
 NY0160  DYNAMIC HT  -        1508.313 (meters)    4948.52  (feet)  COMP
 NY0160  MODELED GRAV-     979,905.8   (mgal)                       NAVD 88
 NY0160
 NY0160  VERT ORDER  -  FIRST     CLASS II
 NY0160
 NY0160.The horizontal coordinates were scaled from a topographic map and have
 NY0160.an estimated accuracy of +/- 6 seconds.
 NY0160
 NY0160.The orthometric height was determined by differential leveling
 NY0160.and adjusted in June 1991.
 NY0160
 NY0160.The geoid height was determined by GEOID03.
 NY0160
 NY0160.The dynamic height is computed by dividing the NAVD 88
 NY0160.geopotential number by the normal gravity value computed on the
 NY0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0160.degrees latitude (g = 980.6199 gals.).
 NY0160
 NY0160.The modeled gravity was interpolated from observed gravity values.
 NY0160
 NY0160;                    North         East    Units  Estimated Accuracy
 NY0160;SPC OR S     -    57,300.    1,495,750.      MT  (+/- 180 meters Scaled)
 NY0160
 NY0160                          SUPERSEDED SURVEY CONTROL
 NY0160
 NY0160  NGVD 29 (??/??/92) 1508.118  (m)         4947.88   (f) ADJ UNCH    1 2
 NY0160
 NY0160.Superseded values are not recommended for survey control.
 NY0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0160.See file dsdata.txt to determine how the superseded data were derived.
 NY0160
 NY0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGM022729(NAD 83)
 NY0160_MARKER: DD = SURVEY DISK
 NY0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NY0160_STAMPING: 30 28 1939
 NY0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0160+STABILITY: SURFACE MOTION
 NY0160
 NY0160  HISTORY     - Date     Condition        Report By
 NY0160  HISTORY     - 1939     MONUMENTED       BPR
 NY0160  HISTORY     - 1940     GOOD             ORDT
 NY0160
 NY0160                          STATION DESCRIPTION
 NY0160
 NY0160'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1940
 NY0160'11.15 MI W FROM LAKEVIEW.
 NY0160'ABOUT 11.15 MILES WEST OF LAKEVIEW ON NEW LOCATION OF KLAMATH
 NY0160'FALLS-LAKEVIEW HIGHWAY, AT NATIONAL FOREST BOUNDARY, ABOUT 500 FEET
 NY0160'SOUTH OF OLD HIGHWAY LOCATION, IN USE IN 1940, EDGE OF LARGE OPEN
 NY0160'FLAT, 50 FEET SOUTH OF SURVEY STATION 956 PLUS 34 EQUALS 1003 PLUS 94,
 NY0160'EAST END OF NEW HIGHWAY PROJECT OF 1939-40.  DISK STAMPED 30 28 1939
 NY0160'IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0634 ***********************************************************************
 NW0634  DESIGNATION -  30 BKC
 NW0634  PID         -  NW0634
 NW0634  STATE/COUNTY-  OR/MALHEUR
 NW0634  USGS QUAD   -  JACKIES BUTTE (1980)
 NW0634
 NW0634                         *CURRENT SURVEY CONTROL
 NW0634  ___________________________________________________________________
 NW0634* NAD 83(1986)-  42 33 07.     (N)    117 30 52.     (W)     SCALED    
 NW0634* NAVD 88     -      1366.762  (meters)    4484.12   (feet)  ADJUSTED  
 NW0634  ___________________________________________________________________
 NW0634  GEOID HEIGHT-         -17.95  (meters)                     GEOID03
 NW0634  DYNAMIC HT  -        1365.950 (meters)    4481.45  (feet)  COMP
 NW0634  MODELED GRAV-     979,979.5   (mgal)                       NAVD 88
 NW0634
 NW0634  VERT ORDER  -  SECOND    CLASS 0
 NW0634
 NW0634.The horizontal coordinates were scaled from a topographic map and have
 NW0634.an estimated accuracy of +/- 6 seconds.
 NW0634
 NW0634.The orthometric height was determined by differential leveling
 NW0634.and adjusted in August 1995.
 NW0634
 NW0634.The geoid height was determined by GEOID03.
 NW0634
 NW0634.The dynamic height is computed by dividing the NAVD 88
 NW0634.geopotential number by the normal gravity value computed on the
 NW0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0634.degrees latitude (g = 980.6199 gals.).
 NW0634
 NW0634.The modeled gravity was interpolated from observed gravity values.
 NW0634
 NW0634;                    North         East    Units  Estimated Accuracy
 NW0634;SPC OR S     -   102,710.    1,745,140.      MT  (+/- 180 meters Scaled)
 NW0634
 NW0634                          SUPERSEDED SURVEY CONTROL
 NW0634
 NW0634.No superseded survey control is available for this station.
 NW0634
 NW0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH577111(NAD 83)
 NW0634_MARKER: DB = BENCH MARK DISK
 NW0634_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0634_SP_SET: COPPER-CLAD STEEL ROD
 NW0634_STAMPING: 30 BKC 1973 4480
 NW0634_MARK LOGO: USGS  
 NW0634_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0634_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0634_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0634+SATELLITE: SATELLITE OBSERVATIONS - 1973
 NW0634
 NW0634  HISTORY     - Date     Condition        Report By
 NW0634  HISTORY     - 1973     MONUMENTED       USGS
 NW0634
 NW0634                          STATION DESCRIPTION
 NW0634
 NW0634'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 NW0634'FROM BURNS JUNCTION, OREGON PROCEED 12.6 MILES SOUTH ALONG U S
 NW0634'HIGHWAY 95, THENCE 10.5 MILES EAST AND 3.3 MILES SOUTH ALONG A GRAVEL
 NW0634'ROAD, THENCE 11.0 MILES EAST AND NORTHEAST ALONG A TRACK ROAD, AT A
 NW0634'Y-ROAD NORTHEAST, 70 FEET DUE WEST OF THE CENTER OF THE Y-ROAD
 NW0634'JUNCTION, SET ON A 5/8-INCH COPPER-COATED ROD DRIVEN TO REFUSAL (ROD
 NW0634'DEPTH UNKNOWN) WITH THE TOP ENCASED IN 6-INCH DRAINPIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0482 ***********************************************************************
 OA0482  DESIGNATION -  30 C 249
 OA0482  PID         -  OA0482
 OA0482  STATE/COUNTY-  OR/COOS
 OA0482  USGS QUAD   -  COOS BAY (1975)
 OA0482
 OA0482                         *CURRENT SURVEY CONTROL
 OA0482  ___________________________________________________________________
 OA0482* NAD 83(1986)-  43 21 20.     (N)    124 11 56.     (W)     SCALED    
 OA0482* NAVD 88     -        10.525  (meters)      34.53   (feet)  ADJUSTED  
 OA0482  ___________________________________________________________________
 OA0482  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 OA0482  DYNAMIC HT  -          10.524 (meters)      34.53  (feet)  COMP
 OA0482  MODELED GRAV-     980,475.1   (mgal)                       NAVD 88
 OA0482
 OA0482  VERT ORDER  -  FIRST     CLASS II
 OA0482
 OA0482.The horizontal coordinates were scaled from a topographic map and have
 OA0482.an estimated accuracy of +/- 6 seconds.
 OA0482
 OA0482.The orthometric height was determined by differential leveling
 OA0482.and adjusted in June 1991.
 OA0482
 OA0482.The geoid height was determined by GEOID03.
 OA0482
 OA0482.The dynamic height is computed by dividing the NAVD 88
 OA0482.geopotential number by the normal gravity value computed on the
 OA0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0482.degrees latitude (g = 980.6199 gals.).
 OA0482
 OA0482.The modeled gravity was interpolated from observed gravity values.
 OA0482
 OA0482;                    North         East    Units  Estimated Accuracy
 OA0482;SPC OR S     -   194,230.    1,200,260.      MT  (+/- 180 meters Scaled)
 OA0482
 OA0482                          SUPERSEDED SURVEY CONTROL
 OA0482
 OA0482  NGVD 29 (??/??/92)    9.429  (m)           30.93   (f) ADJ UNCH    1 2
 OA0482
 OA0482.Superseded values are not recommended for survey control.
 OA0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0482.See file dsdata.txt to determine how the superseded data were derived.
 OA0482
 OA0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP028009(NAD 83)
 OA0482_MARKER: DD = SURVEY DISK
 OA0482_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 OA0482_SP_SET: BRIDGE SIDEWALK
 OA0482_STAMPING: 30 C 249 1934
 OA0482_MARK LOGO: ORHD  
 OA0482_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OA0482_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OA0482+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2002
 OA0482
 OA0482  HISTORY     - Date     Condition        Report By
 OA0482  HISTORY     - 1934     MONUMENTED       ORHD
 OA0482  HISTORY     - 1941     GOOD             NGS
 OA0482  HISTORY     - 1987     GOOD             NGS
 OA0482  HISTORY     - 1988     GOOD             USPSQD
 OA0482  HISTORY     - 20020817 GOOD             USPSQD
 OA0482
 OA0482                          STATION DESCRIPTION
 OA0482
 OA0482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 OA0482'IN COOS BAY.
 OA0482'AT COOS BAY, COOS COUNTY, ABOUT 1.5 MILES SOUTH OF THE CITY HALL, AT
 OA0482'BUNKER HILL, IN THE SOUTHWEST CORNER OF THE ALLEGHANY HIGHWAY BRIDGE
 OA0482'OVER ISTHMUS SLOUGH, AND IN THE TOP OF THE NORTHWEST CORNER OF THE
 OA0482'SIDEWALK.  AN OREGON STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED
 OA0482'30 C 249 1934.
 OA0482
 OA0482                          STATION RECOVERY (1987)
 OA0482
 OA0482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 OA0482'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  ADD--4.2 M
 OA0482'(13.8 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 0.9 M (3.0 FT)
 OA0482'EAST OF THE WEST END OF THE SIDEWALK.
 OA0482'THE MARK IS 0.2 M ABOVE THE HIGHWAY.
 OA0482
 OA0482                          STATION RECOVERY (1988)
 OA0482
 OA0482'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 OA0482'RECOVERED IN GOOD CONDITION.
 OA0482
 OA0482                          STATION RECOVERY (2002)
 OA0482
 OA0482'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 OA0482'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0770 ***********************************************************************
 PA0770  DESIGNATION -  30 FMK
 PA0770  PID         -  PA0770
 PA0770  STATE/COUNTY-  OR/HARNEY
 PA0770  USGS QUAD   -  JACKASS BUTTE (1967)
 PA0770
 PA0770                         *CURRENT SURVEY CONTROL
 PA0770  ___________________________________________________________________
 PA0770* NAD 83(1986)-  43 00 59.     (N)    118 57 20.     (W)     SCALED    
 PA0770* NAVD 88     -      1574.328  (meters)    5165.11   (feet)  ADJUSTED  
 PA0770  ___________________________________________________________________
 PA0770  GEOID HEIGHT-         -19.14  (meters)                     GEOID03
 PA0770  DYNAMIC HT  -        1573.448 (meters)    5162.22  (feet)  COMP
 PA0770  MODELED GRAV-     980,004.7   (mgal)                       NAVD 88
 PA0770
 PA0770  VERT ORDER  -  SECOND    CLASS 0
 PA0770
 PA0770.The horizontal coordinates were scaled from a topographic map and have
 PA0770.an estimated accuracy of +/- 6 seconds.
 PA0770
 PA0770.The orthometric height was determined by differential leveling
 PA0770.and adjusted in August 1995.
 PA0770
 PA0770.The geoid height was determined by GEOID03.
 PA0770
 PA0770.The dynamic height is computed by dividing the NAVD 88
 PA0770.geopotential number by the normal gravity value computed on the
 PA0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0770.degrees latitude (g = 980.6199 gals.).
 PA0770
 PA0770.The modeled gravity was interpolated from observed gravity values.
 PA0770
 PA0770;                    North         East    Units  Estimated Accuracy
 PA0770;SPC OR S     -   151,090.    1,625,880.      MT  (+/- 180 meters Scaled)
 PA0770
 PA0770                          SUPERSEDED SURVEY CONTROL
 PA0770
 PA0770.No superseded survey control is available for this station.
 PA0770
 PA0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH406644(NAD 83)
 PA0770_MARKER: DB = BENCH MARK DISK
 PA0770_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PA0770_SP_SET: COPPER-CLAD STEEL ROD
 PA0770_STAMPING: 30 FMK 1970 5161
 PA0770_MARK LOGO: USGS  
 PA0770_PROJECTION: FLUSH
 PA0770_MAGNETIC: I = MARKER IS A STEEL ROD
 PA0770_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PA0770_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PA0770+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2008
 PA0770_ROD/PIPE-DEPTH: 1.52 meters
 PA0770
 PA0770  HISTORY     - Date     Condition        Report By
 PA0770  HISTORY     - 1970     MONUMENTED       USGS
 PA0770  HISTORY     - 20081030 GOOD             INDIV
 PA0770
 PA0770                          STATION DESCRIPTION
 PA0770
 PA0770'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 PA0770'FROM THE BRIDGE OVER THE NARROWS, PROCEED 12.2 MILES SOUTH ALONG
 PA0770'STATE HIGHWAY 205, THENCE 9.5 MILES SOUTHWEST ALONG THE ROAD TO
 PA0770'FOSTER LAKE AND PLUSH, AT THE SOUTH SIDE OF A SMALL DRAIN, 66 FEET
 PA0770'EAST OF THE CENTERLINE OF THE ROAD, 30 FEET SOUTH OF A SMALL STOCK
 PA0770'TANK, WITNESS POST SET AT BENCH MARK.
 PA0770
 PA0770                          STATION RECOVERY (2008)
 PA0770
 PA0770'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008
 PA0770'TURN RIGHT AT MILEPOST 34.5 ON STATE HIGHWAY 205, THENCE 9.5 MILES
 PA0770'SOUTHWEST ALONG COUNTY ROAD 411, JACK MOUNTAIN ROAD (THE ROAD TO
 PA0770'FOSTER LAKE AND PLUSH) . . .
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2713 ***********************************************************************
 QE2713  DESIGNATION -  30 KJO
 QE2713  PID         -  QE2713
 QE2713  STATE/COUNTY-  OR/LINCOLN
 QE2713  USGS QUAD   -  TOLEDO SOUTH (1984)
 QE2713
 QE2713                         *CURRENT SURVEY CONTROL
 QE2713  ___________________________________________________________________
 QE2713* NAD 83(1986)-  44 31 22.     (N)    123 58 29.     (W)     SCALED    
 QE2713* NAVD 88     -        30.199  (meters)      99.08   (feet)  ADJUSTED  
 QE2713  ___________________________________________________________________
 QE2713  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 QE2713  DYNAMIC HT  -          30.198 (meters)      99.07  (feet)  COMP
 QE2713  MODELED GRAV-     980,584.9   (mgal)                       NAVD 88
 QE2713
 QE2713  VERT ORDER  -  SECOND    CLASS I
 QE2713
 QE2713.The horizontal coordinates were scaled from a topographic map and have
 QE2713.an estimated accuracy of +/- 6 seconds.
 QE2713
 QE2713.The orthometric height was determined by differential leveling
 QE2713.and adjusted in August 1995.
 QE2713
 QE2713.The geoid height was determined by GEOID03.
 QE2713
 QE2713.The dynamic height is computed by dividing the NAVD 88
 QE2713.geopotential number by the normal gravity value computed on the
 QE2713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE2713.degrees latitude (g = 980.6199 gals.).
 QE2713
 QE2713.The modeled gravity was interpolated from observed gravity values.
 QE2713
 QE2713;                    North         East    Units  Estimated Accuracy
 QE2713;SPC OR N     -   101,070.    2,223,860.      MT  (+/- 180 meters Scaled)
 QE2713
 QE2713                          SUPERSEDED SURVEY CONTROL
 QE2713
 QE2713.No superseded survey control is available for this station.
 QE2713
 QE2713_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ225304(NAD 83)
 QE2713_MARKER: DB = BENCH MARK DISK
 QE2713_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QE2713+WITH SETTING: INFORMATION.
 QE2713_SP_SET: SHALLOW-SET METAL ROD
 QE2713_STAMPING: 30 KJO 1979 95.8
 QE2713_MARK LOGO: USGS  
 QE2713_PROJECTION: PROJECTING 8 CENTIMETERS
 QE2713_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE2713_ROD/PIPE-DEPTH: 2.44 meters
 QE2713
 QE2713  HISTORY     - Date     Condition        Report By
 QE2713  HISTORY     - 1979     MONUMENTED       USGS
 QE2713
 QE2713                          STATION DESCRIPTION
 QE2713
 QE2713'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 QE2713'12.2 KM (7.60 MI) EAST FROM ONA BEACH STATE PARK.
 QE2713'ONA BENCH STATE PARK, 7.64 MI EAST OF.  57 FT E OF NORTHERN END OF
 QE2713'6-INCH CORRUGATED STEEL CULVERT, 53 FT NE OF SOUTHERN END OF 6-INCH
 QE2713'CORRUGATED STEEL CULVERT, 21 FT N OF CENTERLINE OF RD, 2 FT S OF
 QE2713'FENCE.
 QE2713'THE MARK IS 2 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0346 ***********************************************************************
 NX0346  DESIGNATION -  30 LRC
 NX0346  PID         -  NX0346
 NX0346  STATE/COUNTY-  OR/HARNEY
 NX0346  USGS QUAD   -  RED BANK LAKES (1971)
 NX0346
 NX0346                         *CURRENT SURVEY CONTROL
 NX0346  ___________________________________________________________________
 NX0346* NAD 83(1986)-  42 55 04.     (N)    119 43 58.     (W)     SCALED    
 NX0346* NAVD 88     -      1582.417  (meters)    5191.65   (feet)  ADJUSTED  
 NX0346  ___________________________________________________________________
 NX0346  GEOID HEIGHT-         -19.83  (meters)                     GEOID03
 NX0346  DYNAMIC HT  -        1581.491 (meters)    5188.61  (feet)  COMP
 NX0346  MODELED GRAV-     979,978.9   (mgal)                       NAVD 88
 NX0346
 NX0346  VERT ORDER  -  SECOND    CLASS 0
 NX0346
 NX0346.The horizontal coordinates were scaled from a topographic map and have
 NX0346.an estimated accuracy of +/- 6 seconds.
 NX0346
 NX0346.The orthometric height was determined by differential leveling
 NX0346.and adjusted in August 1995.
 NX0346
 NX0346.The geoid height was determined by GEOID03.
 NX0346
 NX0346.The dynamic height is computed by dividing the NAVD 88
 NX0346.geopotential number by the normal gravity value computed on the
 NX0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0346.degrees latitude (g = 980.6199 gals.).
 NX0346
 NX0346.The modeled gravity was interpolated from observed gravity values.
 NX0346
 NX0346;                    North         East    Units  Estimated Accuracy
 NX0346;SPC OR S     -   139,260.    1,562,640.      MT  (+/- 180 meters Scaled)
 NX0346
 NX0346                          SUPERSEDED SURVEY CONTROL
 NX0346
 NX0346.No superseded survey control is available for this station.
 NX0346
 NX0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKH769553(NAD 83)
 NX0346_MARKER: DB = BENCH MARK DISK
 NX0346_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NX0346+WITH SETTING: INFORMATION.
 NX0346_SP_SET: METAL ROD DRIVEN INTO GROUND
 NX0346_STAMPING: 30 LRC 1970 5188
 NX0346_MARK LOGO: USGS  
 NX0346_MAGNETIC: I = MARKER IS A STEEL ROD
 NX0346_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NX0346
 NX0346  HISTORY     - Date     Condition        Report By
 NX0346  HISTORY     - 1970     MONUMENTED       USGS
 NX0346
 NX0346                          STATION DESCRIPTION
 NX0346
 NX0346'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NX0346'FROM WAGONTIRE, OREGON, PROCEED 4.5 MILES SOUTHWEST ALONG U S HIGHWAY
 NX0346'395 TO DRY VALLEY ROAD, THENCE 23.1 MILES SOUTH ALONG DRY VALLEY ROAD
 NX0346'TO AN OLD SHEEP CORRAL, THENCE 2.9 MILES SOUTH ACROSS A PASTURE AND
 NX0346'UP A STEEP RIDGE ALONG A TRACK ROAD TO A LOW BARE KNOLL JUST EAST OF
 NX0346'AND BELOW A STEEP HILL, 22 FEET EAST-NORTHEAST OF THE CENTERLINE OF
 NX0346'THE ROAD, 3 FEET WEST OF A WITNESS POST.  THE ROD DEPTH IS UNKNOWN
 NX0346'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0674 ***********************************************************************
 NW0674  DESIGNATION -  30 RTV
 NW0674  PID         -  NW0674
 NW0674  STATE/COUNTY-  OR/MALHEUR
 NW0674  USGS QUAD   -  PEACOCK LAKE (1982)
 NW0674
 NW0674                         *CURRENT SURVEY CONTROL
 NW0674  ___________________________________________________________________
 NW0674* NAD 83(1986)-  42 23 40.     (N)    117 29 48.     (W)     SCALED    
 NW0674* NAVD 88     -      1596.151  (meters)    5236.71   (feet)  ADJUSTED  
 NW0674  ___________________________________________________________________
 NW0674  GEOID HEIGHT-         -17.85  (meters)                     GEOID03
 NW0674  DYNAMIC HT  -        1595.115 (meters)    5233.31  (feet)  COMP
 NW0674  MODELED GRAV-     979,915.5   (mgal)                       NAVD 88
 NW0674
 NW0674  VERT ORDER  -  SECOND    CLASS 0
 NW0674
 NW0674.The horizontal coordinates were scaled from a topographic map and have
 NW0674.an estimated accuracy of +/- 6 seconds.
 NW0674
 NW0674.The orthometric height was determined by differential leveling
 NW0674.and adjusted in August 1995.
 NW0674
 NW0674.The geoid height was determined by GEOID03.
 NW0674
 NW0674.The dynamic height is computed by dividing the NAVD 88
 NW0674.geopotential number by the normal gravity value computed on the
 NW0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0674.degrees latitude (g = 980.6199 gals.).
 NW0674
 NW0674.The modeled gravity was interpolated from observed gravity values.
 NW0674
 NW0674;                    North         East    Units  Estimated Accuracy
 NW0674;SPC OR S     -    85,280.    1,747,230.      MT  (+/- 180 meters Scaled)
 NW0674
 NW0674                          SUPERSEDED SURVEY CONTROL
 NW0674
 NW0674.No superseded survey control is available for this station.
 NW0674
 NW0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG591936(NAD 83)
 NW0674_MARKER: DB = BENCH MARK DISK
 NW0674_SETTING: 66 = SET IN ROCK OUTCROP
 NW0674_SP_SET: BEDROCK
 NW0674_STAMPING: 30 RTV 1979
 NW0674_MARK LOGO: USGS  
 NW0674_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0674_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0674+STABILITY: POSITION/ELEVATION WELL
 NW0674
 NW0674  HISTORY     - Date     Condition        Report By
 NW0674  HISTORY     - 1979     MONUMENTED       USGS
 NW0674
 NW0674                          STATION DESCRIPTION
 NW0674
 NW0674'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 NW0674'FROM THE MCDERMITT, NEVADA POST OFFICE, PROCEED 15.3 MILES NORTH
 NW0674'ALONG U S HIGHWAY 95, THENCE 16.15 MILES EAST TO A ROAD JUNCTION TO
 NW0674'ANDERSON CROSSING, THENCE 9.0 MILES NORTHEAST TO A FENCE T-JUNCTION,
 NW0674'66 FEET WEST OF THE CENTERLINE OF THE ROAD, SET ON 4.5 FEET OF
 NW0674'COPPER-COATED ROD CEMENTED IN BEDROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0387 ***********************************************************************
 NX0387  DESIGNATION -  30 STR
 NX0387  PID         -  NX0387
 NX0387  STATE/COUNTY-  OR/HARNEY
 NX0387  USGS QUAD   -  MIRANDA FLAT (1981)
 NX0387
 NX0387                         *CURRENT SURVEY CONTROL
 NX0387  ___________________________________________________________________
 NX0387* NAD 83(1986)-  42 40 04.     (N)    118 23 16.     (W)     SCALED    
 NX0387* NAVD 88     -      1246.164  (meters)    4088.46   (feet)  ADJUSTED  
 NX0387  ___________________________________________________________________
 NX0387  GEOID HEIGHT-         -18.99  (meters)                     GEOID03
 NX0387  DYNAMIC HT  -        1245.442 (meters)    4086.09  (feet)  COMP
 NX0387  MODELED GRAV-     979,998.3   (mgal)                       NAVD 88
 NX0387
 NX0387  VERT ORDER  -  SECOND    CLASS 0
 NX0387
 NX0387.The horizontal coordinates were scaled from a topographic map and have
 NX0387.an estimated accuracy of +/- 6 seconds.
 NX0387
 NX0387.The orthometric height was determined by differential leveling
 NX0387.and adjusted in August 1995.
 NX0387
 NX0387.The geoid height was determined by GEOID03.
 NX0387
 NX0387.The dynamic height is computed by dividing the NAVD 88
 NX0387.geopotential number by the normal gravity value computed on the
 NX0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0387.degrees latitude (g = 980.6199 gals.).
 NX0387
 NX0387.The modeled gravity was interpolated from observed gravity values.
 NX0387
 NX0387;                    North         East    Units  Estimated Accuracy
 NX0387;SPC OR S     -   113,390.    1,673,130.      MT  (+/- 180 meters Scaled)
 NX0387
 NX0387                          SUPERSEDED SURVEY CONTROL
 NX0387
 NX0387.No superseded survey control is available for this station.
 NX0387
 NX0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH862248(NAD 83)
 NX0387_MARKER: DB = BENCH MARK DISK
 NX0387_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NX0387+WITH SETTING: INFORMATION.
 NX0387_SP_SET: SHALLOW-SET METAL ROD
 NX0387_STAMPING: 30 STR 1975 4085
 NX0387_MARK LOGO: USGS  
 NX0387_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NX0387
 NX0387  HISTORY     - Date     Condition        Report By
 NX0387  HISTORY     - 1975     MONUMENTED       USGS
 NX0387
 NX0387                          STATION DESCRIPTION
 NX0387
 NX0387'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 NX0387'14.0 KM (8.70 MI) NE FROM ALVORD RANCH.
 NX0387'ALVORD RANCH, 4.7 MI N OF, ALONG MAIN ROD TO CATTLEGUARD, THENCE 0.1
 NX0387'MI S, THENCE 3.9 MI NE ALONG TRACK RD.  1.0 MI SW OF TRACK RD LEADING
 NX0387'TO DRY LAKE BED, 18 FT NW OF CENTERLINE OF RD, SET ON COPPER-COATED
 NX0387'ROD OF UNRECORDED DEPTH, PROJECTING 0.3 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0838 ***********************************************************************
 PB0838  DESIGNATION -  30 TAM
 PB0838  PID         -  PB0838
 PB0838  STATE/COUNTY-  OR/LAKE
 PB0838  USGS QUAD   -  PETERS CREEK SINK (1982)
 PB0838
 PB0838                         *CURRENT SURVEY CONTROL
 PB0838  ___________________________________________________________________
 PB0838* NAD 83(1986)-  43 23 44.     (N)    120 35 48.     (W)     SCALED    
 PB0838* NAVD 88     -      1322.261  (meters)    4338.12   (feet)  ADJUSTED  
 PB0838  ___________________________________________________________________
 PB0838  GEOID HEIGHT-         -20.39  (meters)                     GEOID03
 PB0838  DYNAMIC HT  -        1321.581 (meters)    4335.89  (feet)  COMP
 PB0838  MODELED GRAV-     980,059.3   (mgal)                       NAVD 88
 PB0838
 PB0838  VERT ORDER  -  THIRD
 PB0838
 PB0838.The horizontal coordinates were scaled from a topographic map and have
 PB0838.an estimated accuracy of +/- 6 seconds.
 PB0838
 PB0838.The orthometric height was determined by differential leveling
 PB0838.and adjusted in August 1995.
 PB0838
 PB0838.The geoid height was determined by GEOID03.
 PB0838
 PB0838.The dynamic height is computed by dividing the NAVD 88
 PB0838.geopotential number by the normal gravity value computed on the
 PB0838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0838.degrees latitude (g = 980.6199 gals.).
 PB0838
 PB0838.The modeled gravity was interpolated from observed gravity values.
 PB0838
 PB0838;                    North         East    Units  Estimated Accuracy
 PB0838;SPC OR S     -   192,050.    1,492,170.      MT  (+/- 180 meters Scaled)
 PB0838
 PB0838                          SUPERSEDED SURVEY CONTROL
 PB0838
 PB0838.No superseded survey control is available for this station.
 PB0838
 PB0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP946075(NAD 83)
 PB0838_MARKER: DB = BENCH MARK DISK
 PB0838_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PB0838+WITH SETTING: INFORMATION.
 PB0838_SP_SET: SHALLOW-SET METAL ROD
 PB0838_STAMPING: 30 TAM 1977 4334
 PB0838_MARK LOGO: USGS  
 PB0838_PROJECTION: PROJECTING 8 CENTIMETERS
 PB0838_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PB0838_ROD/PIPE-DEPTH: 1.83 meters
 PB0838
 PB0838  HISTORY     - Date     Condition        Report By
 PB0838  HISTORY     - 1977     MONUMENTED       USGS
 PB0838
 PB0838                          STATION DESCRIPTION
 PB0838
 PB0838'DESCRIBED BY US GEOLOGICAL SURVEY 1977
 PB0838'23.8 KM (14.80 MI) NNE FROM CHRISTMAS VALLEY.
 PB0838'CHRISTMAS VALLEY PO, 2.0 MI E OF, THENCE 12.8 MI N ALONG MILLICAN RD.
 PB0838'IN SEC 19 T25S R18E, AT T-RD W, 61 FT W OF MAIN RD, 56 FT N OF RD W,
 PB0838'ROD DRIVEN TO REFUSAL, ENCASED IN GREEN PLASTIC PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0579 ***********************************************************************
 RA0579  DESIGNATION -  30.09 RPPI
 RA0579  PID         -  RA0579
 RA0579  STATE/COUNTY-  OR/WALLOWA
 RA0579  USGS QUAD   -  HICKS SPRING (1990)
 RA0579
 RA0579                         *CURRENT SURVEY CONTROL
 RA0579  ___________________________________________________________________
 RA0579* NAD 83(1986)-  45 36 22.     (N)    117 15 43.     (W)     SCALED    
 RA0579* NAVD 88     -      1325.313  (meters)    4348.13   (feet)  POSTED    
 RA0579  ___________________________________________________________________
 RA0579  GEOID HEIGHT-         -16.43  (meters)                     GEOID03
 RA0579  DYNAMIC HT  -        1324.930 (meters)    4346.87  (feet)  COMP
 RA0579  MODELED GRAV-     980,282.1   (mgal)                       NAVD 88
 RA0579
 RA0579  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 RA0579
 RA0579.The horizontal coordinates were scaled from a topographic map and have
 RA0579.an estimated accuracy of +/- 6 seconds.
 RA0579
 RA0579.The orthometric height was determined by differential leveling
 RA0579.and adjusted by the  in 1992.
 RA0579.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 RA0579.rate of 4.1 thru 8.0 mm/km.
 RA0579
 RA0579.The geoid height was determined by GEOID03.
 RA0579
 RA0579.The dynamic height is computed by dividing the NAVD 88
 RA0579.geopotential number by the normal gravity value computed on the
 RA0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0579.degrees latitude (g = 980.6199 gals.).
 RA0579
 RA0579.The modeled gravity was interpolated from observed gravity values.
 RA0579
 RA0579;                    North         East    Units  Estimated Accuracy
 RA0579;SPC OR N     -   220,580.    2,752,520.      MT  (+/- 180 meters Scaled)
 RA0579
 RA0579                          SUPERSEDED SURVEY CONTROL
 RA0579
 RA0579  NGVD 29 (??/??/92) 1324.092  (m)         4344.13   (f) ADJ UNCH    2 0
 RA0579
 RA0579.Superseded values are not recommended for survey control.
 RA0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0579.See file dsdata.txt to determine how the superseded data were derived.
 RA0579
 RA0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML795503(NAD 83)
 RA0579_MARKER: DD = SURVEY DISK
 RA0579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RA0579_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RA0579_STAMPING: R.P.P.I. 30.09
 RA0579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0579+STABILITY: SURFACE MOTION
 RA0579
 RA0579  HISTORY     - Date     Condition        Report By
 RA0579  HISTORY     - UNK      MONUMENTED       ORDT
 RA0579  HISTORY     - 1946     GOOD             NGS
 RA0579
 RA0579                          STATION DESCRIPTION
 RA0579
 RA0579'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RA0579'13.8 MI N FROM ENTERPRISE.
 RA0579'ALONG STATE HIGHWAY 3 FROM THE COURTHOUSE AT ENTERPRISE.  30 FEET WEST
 RA0579'OF THE CENTER LINE OF THE HIGHWAY.  17 FEET NORTH OF A TELEPHONE POLE
 RA0579'AND UNDER THE LINE.  2 FEET BELOW THE LEVEL OF THE HIGHWAY.  1 FOOT
 RA0579'EAST OF A RIGHT-OF-WAY FENCE.  FLUSH WITH THE GROUND AND SET IN THE
 RA0579'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0456 ***********************************************************************
 RD0456  DESIGNATION -  30.2
 RD0456  PID         -  RD0456
 RD0456  STATE/COUNTY-  OR/MULTNOMAH
 RD0456  USGS QUAD   -  PORTLAND (1990)
 RD0456
 RD0456                         *CURRENT SURVEY CONTROL
 RD0456  ___________________________________________________________________
 RD0456* NAD 83(1986)-  45 31 06.     (N)    122 40 14.     (W)     SCALED    
 RD0456* NAVD 88     -        10.514  (meters)      34.49   (feet)  POSTED    
 RD0456  ___________________________________________________________________
 RD0456  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 RD0456  DYNAMIC HT  -          10.510 (meters)      34.48  (feet)  COMP
 RD0456  MODELED GRAV-     980,629.2   (mgal)                       NAVD 88
 RD0456
 RD0456  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 RD0456
 RD0456.The horizontal coordinates were scaled from a topographic map and have
 RD0456.an estimated accuracy of +/- 6 seconds.
 RD0456
 RD0456.The orthometric height was determined by differential leveling
 RD0456.and adjusted by the  in 1992.
 RD0456.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 RD0456.rate of 4.1 thru 8.0 mm/km.
 RD0456
 RD0456.The geoid height was determined by GEOID03.
 RD0456
 RD0456.The dynamic height is computed by dividing the NAVD 88
 RD0456.geopotential number by the normal gravity value computed on the
 RD0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0456.degrees latitude (g = 980.6199 gals.).
 RD0456
 RD0456.The modeled gravity was interpolated from observed gravity values.
 RD0456
 RD0456;                    North         East    Units  Estimated Accuracy
 RD0456;SPC OR N     -   208,040.    2,330,440.      MT  (+/- 180 meters Scaled)
 RD0456
 RD0456                          SUPERSEDED SURVEY CONTROL
 RD0456
 RD0456  NGVD 29 (??/??/??)    9.46   (m)           31.0    (f) RESET       3  
 RD0456
 RD0456.Superseded values are not recommended for survey control.
 RD0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0456.See file dsdata.txt to determine how the superseded data were derived.
 RD0456
 RD0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER257405(NAD 83)
 RD0456_MARKER: Z = SEE DESCRIPTION
 RD0456_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD0456_SP_SET: SIDEWALK
 RD0456_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0456
 RD0456  HISTORY     - Date     Condition        Report By
 RD0456  HISTORY     - UNK      MONUMENTED       ORDT
 RD0456  HISTORY     - 1975     MARK NOT FOUND   USPSQD
 RD0456  HISTORY     - 1975     GOOD             NGS
 RD0456  HISTORY     - 1987     MARK NOT FOUND   NGS
 RD0456  HISTORY     - 1989     GOOD             USPSQD
 RD0456  HISTORY     - 20010424 MARK NOT FOUND   USPSQD
 RD0456  HISTORY     - 20041125 MARK NOT FOUND   USPSQD
 RD0456
 RD0456                          STATION DESCRIPTION
 RD0456
 RD0456'DESCRIBED BY US POWER SQUADRON 1975 (KRN)
 RD0456'MARK NOT FOUND.
 RD0456
 RD0456                          STATION RECOVERY (1975)
 RD0456
 RD0456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 RD0456'IN PORTLAND.
 RD0456'AT PORTLAND, ON THE WEST BANK OF THE WILLAMETTE RIVER, 150 FEET NORTH
 RD0456'OF THE MORRISON BRIDGE, 8 FEET SOUTH-SOUTHWEST OF A LIGHT THAT IS ON
 RD0456'TOP OF THE PARAPET, 7 FEET NORTHEAST OF A CAST-IRON BOLLARD, AND
 RD0456'8-INCHES WEST OF THE PARAPET SET IN THE SIDEWALK THAT PARALLELS THE
 RD0456'HARBOR WALL.
 RD0456
 RD0456                          STATION RECOVERY (1987)
 RD0456
 RD0456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD0456'NOT RECOVERED.
 RD0456
 RD0456                          STATION RECOVERY (1989)
 RD0456
 RD0456'RECOVERY NOTE BY US POWER SQUADRON 1989 (FV)
 RD0456'RECOVERED IN GOOD CONDITION.
 RD0456
 RD0456                          STATION RECOVERY (2001)
 RD0456
 RD0456'RECOVERY NOTE BY US POWER SQUADRON 2001 (KK)
 RD0456'SIDEWALK HAS BEEN REBUILT SINCE 1975.  MARK NOT FOUND AS DESCRIBED.
 RD0456
 RD0456                          STATION RECOVERY (2004)
 RD0456
 RD0456'RECOVERY NOTE BY US POWER SQUADRON 2004 (RHC)
 RD0456'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0067 ***********************************************************************
 NY0067  DESIGNATION -  3000
 NY0067  PID         -  NY0067
 NY0067  STATE/COUNTY-  OR/LAKE
 NY0067  USGS QUAD   -  LAKEVIEW NW (1964)
 NY0067
 NY0067                         *CURRENT SURVEY CONTROL
 NY0067  ___________________________________________________________________
 NY0067* NAD 83(1986)-  42 10 17.     (N)    120 24 14.     (W)     SCALED    
 NY0067* NAVD 88     -      1441.881  (meters)    4730.57   (feet)  ADJUSTED  
 NY0067  ___________________________________________________________________
 NY0067  GEOID HEIGHT-         -21.20  (meters)                     GEOID03
 NY0067  DYNAMIC HT  -        1440.903 (meters)    4727.36  (feet)  COMP
 NY0067  MODELED GRAV-     979,893.2   (mgal)                       NAVD 88
 NY0067
 NY0067  VERT ORDER  -  FIRST     CLASS II
 NY0067
 NY0067.This mark is at Lake County Airport (LKV)
 NY0067
 NY0067.The horizontal coordinates were scaled from a topographic map and have
 NY0067.an estimated accuracy of +/- 6 seconds.
 NY0067
 NY0067.The orthometric height was determined by differential leveling
 NY0067.and adjusted in June 1991.
 NY0067
 NY0067.The geoid height was determined by GEOID03.
 NY0067
 NY0067.The dynamic height is computed by dividing the NAVD 88
 NY0067.geopotential number by the normal gravity value computed on the
 NY0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0067.degrees latitude (g = 980.6199 gals.).
 NY0067
 NY0067.The modeled gravity was interpolated from observed gravity values.
 NY0067
 NY0067;                    North         East    Units  Estimated Accuracy
 NY0067;SPC OR S     -    56,070.    1,507,940.      MT  (+/- 180 meters Scaled)
 NY0067
 NY0067                          SUPERSEDED SURVEY CONTROL
 NY0067
 NY0067  NGVD 29 (??/??/92) 1440.656  (m)         4726.55   (f) ADJ UNCH    1 2
 NY0067
 NY0067.Superseded values are not recommended for survey control.
 NY0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0067.See file dsdata.txt to determine how the superseded data were derived.
 NY0067
 NY0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGM144720(NAD 83)
 NY0067_MARKER: B = BOLT
 NY0067_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NY0067_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NY0067_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NY0067
 NY0067  HISTORY     - Date     Condition        Report By
 NY0067  HISTORY     - UNK      MONUMENTED       DOD
 NY0067  HISTORY     - 1942     GOOD             NGS
 NY0067
 NY0067                          STATION DESCRIPTION
 NY0067
 NY0067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NY0067'4.4 MI SW FROM LAKEVIEW.
 NY0067'FROM HIGHWAY SCALES, 1.0 MILE SOUTH, THENCE 1.6 MILES WEST, THENCE,
 NY0067'0.4 MILE SOUTH, THENCE, 0.4 MILE WEST, ABOUT 150 FEET SOUTH OF GRAVEL
 NY0067'MILL, 75 FEET WEST OF CURVE IN ROAD LEADING TO MILL, ABOUT 2000 FEET
 NY0067'WEST OF NORTHEAST CORNER OF AIRPORT RESERVATION IN LINE WITH FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0153 ***********************************************************************
 RB0153  DESIGNATION -  3007
 RB0153  PID         -  RB0153
 RB0153  STATE/COUNTY-  OR/UNION
 RB0153  USGS QUAD   -  HILGARD (1984)
 RB0153
 RB0153                         *CURRENT SURVEY CONTROL
 RB0153  ___________________________________________________________________
 RB0153* NAD 83(1986)-  45 21 08.     (N)    118 13 49.     (W)     SCALED    
 RB0153* NAVD 88     -       917.698  (meters)    3010.81   (feet)  ADJUSTED  
 RB0153  ___________________________________________________________________
 RB0153  GEOID HEIGHT-         -17.86  (meters)                     GEOID03
 RB0153  DYNAMIC HT  -         917.484 (meters)    3010.11  (feet)  COMP
 RB0153  MODELED GRAV-     980,352.5   (mgal)                       NAVD 88
 RB0153
 RB0153  VERT ORDER  -  FIRST     CLASS II
 RB0153
 RB0153.The horizontal coordinates were scaled from a topographic map and have
 RB0153.an estimated accuracy of +/- 6 seconds.
 RB0153
 RB0153.The orthometric height was determined by differential leveling
 RB0153.and adjusted in June 1991.
 RB0153
 RB0153.The geoid height was determined by GEOID03.
 RB0153
 RB0153.The dynamic height is computed by dividing the NAVD 88
 RB0153.geopotential number by the normal gravity value computed on the
 RB0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0153.degrees latitude (g = 980.6199 gals.).
 RB0153
 RB0153.The modeled gravity was interpolated from observed gravity values.
 RB0153
 RB0153;                    North         East    Units  Estimated Accuracy
 RB0153;SPC OR N     -   189,800.    2,677,820.      MT  (+/- 180 meters Scaled)
 RB0153
 RB0153                          SUPERSEDED SURVEY CONTROL
 RB0153
 RB0153  NGVD 29 (??/??/92)  916.612  (m)         3007.25   (f) ADJ UNCH    1 2
 RB0153
 RB0153.Superseded values are not recommended for survey control.
 RB0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0153.See file dsdata.txt to determine how the superseded data were derived.
 RB0153
 RB0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML036228(NAD 83)
 RB0153_MARKER: P = PIPE CAP
 RB0153_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RB0153_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RB0153_STAMPING: 3007.6 A 1889
 RB0153_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RB0153
 RB0153  HISTORY     - Date     Condition        Report By
 RB0153  HISTORY     - UNK      MONUMENTED       USGS
 RB0153  HISTORY     - 1951     GOOD             NGS
 RB0153
 RB0153                          STATION DESCRIPTION
 RB0153
 RB0153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 RB0153'IN HILGARD.
 RB0153'AT HILGARD, ABOUT 225 FEET NORTHWEST OF A GRAVEL ROAD CROSSING ABOUT 3
 RB0153'1/2 POLES SOUTHEAST OF MILE POLE 282, 68 FEET SOUTHWEST OF THE CENTER
 RB0153'LINE OF THE GRAVEL ROAD, 65 FEET NORTHWEST OF THE REMAINS OF THE
 RB0153'RAILROAD STATION FOUNDATION, 23.6 FEET NORTHEAST OF THE NORTHEAST RAIL
 RB0153'OF THE MAIN TRACK, 0.8 FEET SOUTHEAST OF A WITNESS POST, A BRASS CAP
 RB0153'RIVITED ON THE TOP OF A 3 1/2 INCH IRON PIPE ENCASED IN CONCRETE ABOUT
 RB0153'1 1/2 FEET UNDER GROUND, AND ABOUT 2 1/2 FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0084 ***********************************************************************
 QD0084  DESIGNATION -  3009
 QD0084  PID         -  QD0084
 QD0084  STATE/COUNTY-  OR/WHEELER
 QD0084  USGS QUAD   -  FOSSIL SOUTH (1990)
 QD0084
 QD0084                         *CURRENT SURVEY CONTROL
 QD0084  ___________________________________________________________________
 QD0084* NAD 83(1986)-  44 57 38.     (N)    120 12 52.     (W)     SCALED    
 QD0084* NAVD 88     -       918.595  (meters)    3013.76   (feet)  ADJUSTED  
 QD0084  ___________________________________________________________________
 QD0084  GEOID HEIGHT-         -20.11  (meters)                     GEOID03
 QD0084  DYNAMIC HT  -         918.364 (meters)    3013.00  (feet)  COMP
 QD0084  MODELED GRAV-     980,334.5   (mgal)                       NAVD 88
 QD0084
 QD0084  VERT ORDER  -  FIRST     CLASS II
 QD0084
 QD0084.The horizontal coordinates were scaled from a topographic map and have
 QD0084.an estimated accuracy of +/- 6 seconds.
 QD0084
 QD0084.The orthometric height was determined by differential leveling
 QD0084.and adjusted in June 1991.
 QD0084
 QD0084.The geoid height was determined by GEOID03.
 QD0084
 QD0084.The dynamic height is computed by dividing the NAVD 88
 QD0084.geopotential number by the normal gravity value computed on the
 QD0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0084.degrees latitude (g = 980.6199 gals.).
 QD0084
 QD0084.The modeled gravity was interpolated from observed gravity values.
 QD0084
 QD0084;                    North         East    Units  Estimated Accuracy
 QD0084;SPC OR N     -   143,820.    2,522,530.      MT  (+/- 180 meters Scaled)
 QD0084
 QD0084                          SUPERSEDED SURVEY CONTROL
 QD0084
 QD0084  NGVD 29 (??/??/92)  917.465  (m)         3010.05   (f) ADJ UNCH    1 2
 QD0084
 QD0084.Superseded values are not recommended for survey control.
 QD0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0084.See file dsdata.txt to determine how the superseded data were derived.
 QD0084
 QD0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGQ196823(NAD 83)
 QD0084_MARKER: P = PIPE CAP
 QD0084_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QD0084_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QD0084_STAMPING: 3009 ORE 1914
 QD0084_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0084
 QD0084  HISTORY     - Date     Condition        Report By
 QD0084  HISTORY     - 1914     MONUMENTED       USGS
 QD0084  HISTORY     - 1942     GOOD             NGS
 QD0084
 QD0084                          STATION DESCRIPTION
 QD0084
 QD0084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 QD0084'2.9 MI S FROM FOSSIL.
 QD0084'LOCATED ALONG THE ROAD TO CLARNO, 100 FEET SOUTH OF THE HAMILTON
 QD0084'RANCH, WEST EDGE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0085 ***********************************************************************
 QD0085  DESIGNATION -  3009 RESET
 QD0085  PID         -  QD0085
 QD0085  STATE/COUNTY-  OR/WHEELER
 QD0085  USGS QUAD   -  FOSSIL SOUTH (1990)
 QD0085
 QD0085                         *CURRENT SURVEY CONTROL
 QD0085  ___________________________________________________________________
 QD0085* NAD 83(1986)-  44 57 38.     (N)    120 12 52.     (W)     SCALED    
 QD0085* NAVD 88     -       918.60   (+/-2cm)    3013.8    (feet)  VERTCON   
 QD0085  ___________________________________________________________________
 QD0085  GEOID HEIGHT-         -20.11  (meters)                     GEOID03
 QD0085  VERT ORDER  -  ? (See Below)
 QD0085
 QD0085.The horizontal coordinates were scaled from a topographic map and have
 QD0085.an estimated accuracy of +/- 6 seconds.
 QD0085
 QD0085.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD0085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD0085.The vertical order pertains to the NGVD 29 superseded value.
 QD0085
 QD0085.The geoid height was determined by GEOID03.
 QD0085
 QD0085;                    North         East    Units  Estimated Accuracy
 QD0085;SPC OR N     -   143,820.    2,522,530.      MT  (+/- 180 meters Scaled)
 QD0085
 QD0085                          SUPERSEDED SURVEY CONTROL
 QD0085
 QD0085  NGVD 29 (??/??/92)  917.465  (m)         3010.05   (f) ADJ UNCH    ?  
 QD0085
 QD0085.Superseded values are not recommended for survey control.
 QD0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0085.See file dsdata.txt to determine how the superseded data were derived.
 QD0085
 QD0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGQ196823(NAD 83)
 QD0085_MARKER: P = PIPE CAP
 QD0085_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QD0085_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QD0085_STAMPING: 3009 1914 RESET 1943
 QD0085_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0085
 QD0085  HISTORY     - Date     Condition        Report By
 QD0085  HISTORY     - 1943     MONUMENTED       USGS
 QD0085  HISTORY     - 1943     GOOD             NGS
 QD0085
 QD0085                          STATION DESCRIPTION
 QD0085
 QD0085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QD0085'2.8 MI SW FROM FOSSIL.
 QD0085'THIS MARK IS ABOUT 2.8 MILES SOUTHWEST ALONG THE ANTELOPE-FOSSIL ROAD
 QD0085'FROM THE POST OFFICE AT FOSSIL, WHEELER COUNTY, 94.0 FEET SOUTH OF THE
 QD0085'SOUTHEAST CORNER OF THE HAMILTON RANCH GARAGE 3.5 FEET SOUTH OF A
 QD0085'TELEPHONE POLE, IN A NORTH-SOUTH FENCE LINE, 19.0 FEET WEST OF THE
 QD0085'CENTER LINE OF THE ROAD, PROJECTING ABOUT 4-INCHES ABOVE THE GROUND,
 QD0085'1.0 FOOT NORTH OF A WHITE REFERENCE POST,
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0401 ***********************************************************************
 RB0401  DESIGNATION -  301 AA
 RB0401  PID         -  RB0401
 RB0401  STATE/COUNTY-  OR/UMATILLA
 RB0401  USGS QUAD   -  PENDLETON (1976)
 RB0401
 RB0401                         *CURRENT SURVEY CONTROL
 RB0401  ___________________________________________________________________
 RB0401* NAD 83(1986)-  45 40 24.     (N)    118 45 33.     (W)     SCALED    
 RB0401* NAVD 88     -       352.185  (meters)    1155.46   (feet)  ADJUSTED  
 RB0401  ___________________________________________________________________
 RB0401  GEOID HEIGHT-         -20.76  (meters)                     GEOID03
 RB0401  DYNAMIC HT  -         352.151 (meters)    1155.35  (feet)  COMP
 RB0401  MODELED GRAV-     980,510.2   (mgal)                       NAVD 88
 RB0401
 RB0401  VERT ORDER  -  FIRST     CLASS II
 RB0401
 RB0401.The horizontal coordinates were scaled from a topographic map and have
 RB0401.an estimated accuracy of +/- 6 seconds.
 RB0401
 RB0401.The orthometric height was determined by differential leveling
 RB0401.and adjusted in June 1991.
 RB0401
 RB0401.The geoid height was determined by GEOID03.
 RB0401
 RB0401.The dynamic height is computed by dividing the NAVD 88
 RB0401.geopotential number by the normal gravity value computed on the
 RB0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0401.degrees latitude (g = 980.6199 gals.).
 RB0401
 RB0401.The modeled gravity was interpolated from observed gravity values.
 RB0401
 RB0401;                    North         East    Units  Estimated Accuracy
 RB0401;SPC OR N     -   224,450.    2,635,620.      MT  (+/- 180 meters Scaled)
 RB0401
 RB0401                          SUPERSEDED SURVEY CONTROL
 RB0401
 RB0401  NGVD 29 (??/??/92)  351.174  (m)         1152.14   (f) ADJ UNCH    1 2
 RB0401
 RB0401.Superseded values are not recommended for survey control.
 RB0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0401.See file dsdata.txt to determine how the superseded data were derived.
 RB0401
 RB0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL629592(NAD 83)
 RB0401_MARKER: DD = SURVEY DISK
 RB0401_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RB0401_SP_SET: FOUNDATION
 RB0401_STAMPING: 301 AA 1934 1152
 RB0401_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RB0401
 RB0401  HISTORY     - Date     Condition        Report By
 RB0401  HISTORY     - 1934     MONUMENTED       USGS
 RB0401  HISTORY     - 1951     GOOD             NGS
 RB0401
 RB0401                          STATION DESCRIPTION
 RB0401
 RB0401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 RB0401'IN PENDLETON.
 RB0401'1.2 MILES EAST ALONG THE UNION PACIFIC RAILROAD TRACKS FROM THE U. P.
 RB0401'STATION IN PENDLETON TO U. P. RAILROAD BRIDGE NUMBER 217.14, SET IN
 RB0401'TOP OF THE CONCRETE FOUNDATION OF OLD STATE HIGHWAY SCALE NEAR THE
 RB0401'WIGWARM MOTEL, 232.4 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF U.P.
 RB0401'RAILROAD BRIDGE NUMBER 215.14, 100.2 FEET WEST OF THE CENTER OF THE
 RB0401'OFFICE DOOR OF THE WIGWARM MOTEL, 67 FEET NORTHEAST OF THE CENTER LINE
 RB0401'OF PAVED ROAD LEADING TO HIGHWAY 11, 2.1 FEET NORTH OF THE WITNESS
 RB0401'POST, AND ABOUT 4 1/2 FEET HIGHER THAN THE ROAD, AND SET IN CONCRETE
 RB0401'FOUNDATION AND ABOUT 0.6 FOOT UNDER GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0378 ***********************************************************************
 RB0378  DESIGNATION -  301 P
 RB0378  PID         -  RB0378
 RB0378  STATE/COUNTY-  OR/UMATILLA
 RB0378  USGS QUAD   -  CABBAGE HILL (1978)
 RB0378
 RB0378                         *CURRENT SURVEY CONTROL
 RB0378  ___________________________________________________________________
 RB0378* NAD 83(1986)-  45 35 28.     (N)    118 33 31.     (W)     SCALED    
 RB0378* NAVD 88     -      1086.804  (meters)    3565.62   (feet)  ADJUSTED  
 RB0378  ___________________________________________________________________
 RB0378  GEOID HEIGHT-         -19.67  (meters)                     GEOID03
 RB0378  DYNAMIC HT  -        1086.556 (meters)    3564.81  (feet)  COMP
 RB0378  MODELED GRAV-     980,349.8   (mgal)                       NAVD 88
 RB0378
 RB0378  VERT ORDER  -  SECOND    CLASS 0
 RB0378
 RB0378.The horizontal coordinates were scaled from a topographic map and have
 RB0378.an estimated accuracy of +/- 6 seconds.
 RB0378
 RB0378.The orthometric height was determined by differential leveling
 RB0378.and adjusted in June 1991.
 RB0378
 RB0378.The geoid height was determined by GEOID03.
 RB0378
 RB0378.The dynamic height is computed by dividing the NAVD 88
 RB0378.geopotential number by the normal gravity value computed on the
 RB0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0378.degrees latitude (g = 980.6199 gals.).
 RB0378
 RB0378.The modeled gravity was interpolated from observed gravity values.
 RB0378
 RB0378;                    North         East    Units  Estimated Accuracy
 RB0378;SPC OR N     -   215,670.    2,651,460.      MT  (+/- 180 meters Scaled)
 RB0378
 RB0378                          SUPERSEDED SURVEY CONTROL
 RB0378
 RB0378  NGVD 29 (??/??/92) 1085.710  (m)         3562.03   (f) ADJ UNCH    2 0
 RB0378
 RB0378.Superseded values are not recommended for survey control.
 RB0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0378.See file dsdata.txt to determine how the superseded data were derived.
 RB0378
 RB0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL784498(NAD 83)
 RB0378_MARKER: DB = BENCH MARK DISK
 RB0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0378_STAMPING: 301 P 1934
 RB0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0378+STABILITY: SURFACE MOTION
 RB0378
 RB0378  HISTORY     - Date     Condition        Report By
 RB0378  HISTORY     - 1934     MONUMENTED       CGS
 RB0378  HISTORY     - 1970     GOOD             NGS
 RB0378
 RB0378                          STATION DESCRIPTION
 RB0378
 RB0378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 RB0378'12 MI SE FROM MISSION.
 RB0378'ABOUT 11.7 MILES SOUTHEAST ALONG THE OLD ALIGNMENT OF US 30 (OLD
 RB0378'OREGON TRAIL), FROM MISSION, ABOUT 1315 FEET SOUTH OF THE
 RB0378'QUARTER-CORNER BETWEEN SECTIONS 3 AND 4, T 1 N, R 34 E, 400 FEET NORTH
 RB0378'OF A QUARRY, 130 FEET SOUTH OF THE HIGHWAY, 5 FEET NORTH OF AN
 RB0378'ALLOTMENT CORNER, AND AT THE INTERSECTION WITH THE SECTION LINE ROAD
 RB0378'NORTH.  THE MARK IS SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0275 ***********************************************************************
 NZ0275  DESIGNATION -  3017.8
 NZ0275  PID         -  NZ0275
 NZ0275  STATE/COUNTY-  OR/JACKSON
 NZ0275  USGS QUAD   -  RAGSDALE BUTTE (1989)
 NZ0275
 NZ0275                         *CURRENT SURVEY CONTROL
 NZ0275  ___________________________________________________________________
 NZ0275* NAD 83(1986)-  42 45 27.     (N)    122 52 09.     (W)     SCALED    
 NZ0275* NAVD 88     -       920.948  (meters)    3021.48   (feet)  ADJUSTED  
 NZ0275  ___________________________________________________________________
 NZ0275  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 NZ0275  DYNAMIC HT  -         920.596 (meters)    3020.32  (feet)  COMP
 NZ0275  MODELED GRAV-     980,206.4   (mgal)                       NAVD 88
 NZ0275
 NZ0275  VERT ORDER  -  SECOND    CLASS 0
 NZ0275
 NZ0275.The horizontal coordinates were scaled from a topographic map and have
 NZ0275.an estimated accuracy of +/- 6 seconds.
 NZ0275
 NZ0275.The orthometric height was determined by differential leveling
 NZ0275.and adjusted in June 1991.
 NZ0275
 NZ0275.The geoid height was determined by GEOID03.
 NZ0275
 NZ0275.The dynamic height is computed by dividing the NAVD 88
 NZ0275.geopotential number by the normal gravity value computed on the
 NZ0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0275.degrees latitude (g = 980.6199 gals.).
 NZ0275
 NZ0275.The modeled gravity was interpolated from observed gravity values.
 NZ0275
 NZ0275;                    North         East    Units  Estimated Accuracy
 NZ0275;SPC OR S     -   123,920.    1,306,100.      MT  (+/- 180 meters Scaled)
 NZ0275
 NZ0275                          SUPERSEDED SURVEY CONTROL
 NZ0275
 NZ0275  NGVD 29 (??/??/92)  919.890  (m)         3018.01   (f) ADJ UNCH    2 0
 NZ0275
 NZ0275.Superseded values are not recommended for survey control.
 NZ0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0275.See file dsdata.txt to determine how the superseded data were derived.
 NZ0275
 NZ0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN107338(NAD 83)
 NZ0275_MARKER: Q = CHISELED SQUARE
 NZ0275_SETTING: 80 = SET IN A BOULDER
 NZ0275_SP_SET: BOULDER
 NZ0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0275+STABILITY: SURFACE MOTION
 NZ0275
 NZ0275  HISTORY     - Date     Condition        Report By
 NZ0275  HISTORY     - UNK      MONUMENTED       USGS
 NZ0275  HISTORY     - 1949     GOOD             NGS
 NZ0275  HISTORY     - 1960     GOOD             NGS
 NZ0275
 NZ0275                          STATION DESCRIPTION
 NZ0275
 NZ0275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 NZ0275'1.0 MI S FROM DIVIDE G S.
 NZ0275'1.0 MILE SOUTH ALONG STATE HIGHWAY 227 FROM DIVIDE GUARD STATION, AT
 NZ0275'THE NORTH END OF A LARGE FILL, 40 1/2 FEET EAST OF THE CENTER LINE OF
 NZ0275'THE HIGHWAY, 14 FEET NORTH OF A DOUBLE 8-INCH FIR TREE, 6 FEET WEST OF
 NZ0275'A LARGE BOULDER MARKED BY THE WHITE PAINTED LETTERS USBM 3017.8, ABOUT
 NZ0275'3 FEET LOWER THAN THE HIGHWAY, AND CHISELED IN THE TOP OF A BOULDER.
 NZ0275
 NZ0275                          STATION RECOVERY (1960)
 NZ0275
 NZ0275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 NZ0275'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1258 ***********************************************************************
 QE1258  DESIGNATION -  302
 QE1258  PID         -  QE1258
 QE1258  STATE/COUNTY-  OR/LANE
 QE1258  USGS QUAD   -  HECETA HEAD (1984)
 QE1258
 QE1258                         *CURRENT SURVEY CONTROL
 QE1258  ___________________________________________________________________
 QE1258* NAD 83(1986)-  44 13 24.     (N)    124 04 36.     (W)     SCALED    
 QE1258* NAVD 88     -        93.242  (meters)     305.91   (feet)  ADJUSTED  
 QE1258  ___________________________________________________________________
 QE1258  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 QE1258  DYNAMIC HT  -          93.240 (meters)     305.90  (feet)  COMP
 QE1258  MODELED GRAV-     980,587.2   (mgal)                       NAVD 88
 QE1258
 QE1258  VERT ORDER  -  FIRST     CLASS II
 QE1258
 QE1258.The horizontal coordinates were scaled from a topographic map and have
 QE1258.an estimated accuracy of +/- 6 seconds.
 QE1258
 QE1258.The orthometric height was determined by differential leveling
 QE1258.and adjusted in June 1991.
 QE1258
 QE1258.The geoid height was determined by GEOID03.
 QE1258
 QE1258.The dynamic height is computed by dividing the NAVD 88
 QE1258.geopotential number by the normal gravity value computed on the
 QE1258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1258.degrees latitude (g = 980.6199 gals.).
 QE1258
 QE1258.The modeled gravity was interpolated from observed gravity values.
 QE1258
 QE1258;                    North         East    Units  Estimated Accuracy
 QE1258;SPC OR S     -   290,120.    1,214,280.      MT  (+/- 180 meters Scaled)
 QE1258
 QE1258                          SUPERSEDED SURVEY CONTROL
 QE1258
 QE1258.No superseded survey control is available for this station.
 QE1258
 QE1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP140972(NAD 83)
 QE1258_MARKER: Q = CHISELED SQUARE
 QE1258_SETTING: 80 = SET IN A BOULDER
 QE1258_SP_SET: BOULDER
 QE1258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE1258+STABILITY: SURFACE MOTION
 QE1258
 QE1258  HISTORY     - Date     Condition        Report By
 QE1258  HISTORY     - UNK      MONUMENTED       CGS
 QE1258  HISTORY     - 1941     GOOD             NGS
 QE1258
 QE1258                          STATION DESCRIPTION
 QE1258
 QE1258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QE1258'2.0 MI E FROM BATHHURST HOTEL.
 QE1258'ALONG TENMILE CREEK ROAD, 2.0 MILES EAST OF BATHHURST HOTEL (HIGHWAY
 QE1258'101), 16.3 MILES WEST OF REED, 200 FEET WEST OF B.M.GWM 7 (USGS), 24
 QE1258'FEET NORTH OF THE CENTER OF THE ROAD, 10 FEET EAST OF A SMALL CREEK,
 QE1258'TOP OF A BOULDER, A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0781 ***********************************************************************
 RA0781  DESIGNATION -  3021
 RA0781  PID         -  RA0781
 RA0781  STATE/COUNTY-  OR/UNION
 RA0781  USGS QUAD   -  UNION (1994)
 RA0781
 RA0781                         *CURRENT SURVEY CONTROL
 RA0781  ___________________________________________________________________
 RA0781* NAD 83(1986)-  45 10 06.     (N)    117 52 05.     (W)     SCALED    
 RA0781* NAVD 88     -       923.673  (meters)    3030.42   (feet)  ADJUSTED  
 RA0781  ___________________________________________________________________
 RA0781  GEOID HEIGHT-         -17.21  (meters)                     GEOID03
 RA0781  DYNAMIC HT  -         923.425 (meters)    3029.60  (feet)  COMP
 RA0781  MODELED GRAV-     980,317.1   (mgal)                       NAVD 88
 RA0781
 RA0781  VERT ORDER  -  FIRST     CLASS II
 RA0781
 RA0781.The horizontal coordinates were scaled from a topographic map and have
 RA0781.an estimated accuracy of +/- 6 seconds.
 RA0781
 RA0781.The orthometric height was determined by differential leveling
 RA0781.and adjusted in June 1991.
 RA0781
 RA0781.The geoid height was determined by GEOID03.
 RA0781
 RA0781.The dynamic height is computed by dividing the NAVD 88
 RA0781.geopotential number by the normal gravity value computed on the
 RA0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0781.degrees latitude (g = 980.6199 gals.).
 RA0781
 RA0781.The modeled gravity was interpolated from observed gravity values.
 RA0781
 RA0781;                    North         East    Units  Estimated Accuracy
 RA0781;SPC OR N     -   170,240.    2,706,850.      MT  (+/- 180 meters Scaled)
 RA0781
 RA0781                          SUPERSEDED SURVEY CONTROL
 RA0781
 RA0781  NGVD 29 (??/??/92)  922.573  (m)         3026.81   (f) ADJ UNCH    1 2
 RA0781
 RA0781.Superseded values are not recommended for survey control.
 RA0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0781.See file dsdata.txt to determine how the superseded data were derived.
 RA0781
 RA0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML317020(NAD 83)
 RA0781_MARKER: P = PIPE CAP
 RA0781_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RA0781_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RA0781_STAMPING: 3021 A
 RA0781_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RA0781
 RA0781  HISTORY     - Date     Condition        Report By
 RA0781  HISTORY     - UNK      MONUMENTED       USGS
 RA0781  HISTORY     - 1904     GOOD             NGS
 RA0781
 RA0781                          STATION DESCRIPTION
 RA0781
 RA0781'DESCRIBED BY NATIONAL GEODETIC SURVEY 1904
 RA0781'1.4 MI S FROM PYLE.
 RA0781'ABOUT 1.4 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM PYLE,
 RA0781'UNION COUNTY, ABOUT 5.9 MILES NORTHWEST OF TELOCASET, NEAR THE
 RA0781'SOUTHEAST END OF A 1/4-MILE CURVE, 129 FEET SOUTHEAST OF CULVERT
 RA0781'306.80, 77 FEET SOUTHEAST OF THE CENTER OF A PRIVATE-ROAD CROSSING,
 RA0781'38.8 FEET NORTHEAST OF THE CENTER LINE OF THE TRACK, NEAR A WHITE
 RA0781'WOODEN WITNESS POST, AND ABOUT LEVEL WITH THE TRACK.  A UNITED STATES
 RA0781'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 3021 A AND RIVETED ON THE TOP
 RA0781'OF A 3-1/2 INCH IRON PIPE ENCASED IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0960 ***********************************************************************
 QD0960  DESIGNATION -  3025
 QD0960  PID         -  QD0960
 QD0960  STATE/COUNTY-  OR/DESCHUTES
 QD0960  USGS QUAD   -  CLINE FALLS (1962)
 QD0960
 QD0960                         *CURRENT SURVEY CONTROL
 QD0960  ___________________________________________________________________
 QD0960* NAD 83(1986)-  44 17 19.     (N)    121 17 56.     (W)     SCALED    
 QD0960* NAVD 88     -       923.185  (meters)    3028.82   (feet)  ADJUSTED  
 QD0960  ___________________________________________________________________
 QD0960  GEOID HEIGHT-         -21.32  (meters)                     GEOID03
 QD0960  DYNAMIC HT  -         922.871 (meters)    3027.79  (feet)  COMP
 QD0960  MODELED GRAV-     980,247.2   (mgal)                       NAVD 88
 QD0960
 QD0960  VERT ORDER  -  FIRST     CLASS II
 QD0960
 QD0960.The horizontal coordinates were scaled from a topographic map and have
 QD0960.an estimated accuracy of +/- 6 seconds.
 QD0960
 QD0960.The orthometric height was determined by differential leveling
 QD0960.and adjusted in June 1991.
 QD0960
 QD0960.The geoid height was determined by GEOID03.
 QD0960
 QD0960.The dynamic height is computed by dividing the NAVD 88
 QD0960.geopotential number by the normal gravity value computed on the
 QD0960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0960.degrees latitude (g = 980.6199 gals.).
 QD0960
 QD0960.The modeled gravity was interpolated from observed gravity values.
 QD0960
 QD0960;                    North         East    Units  Estimated Accuracy
 QD0960;SPC OR S     -   291,580.    1,436,230.      MT  (+/- 180 meters Scaled)
 QD0960
 QD0960                          SUPERSEDED SURVEY CONTROL
 QD0960
 QD0960  NGVD 29 (??/??/92)  922.080  (m)         3025.19   (f) ADJ UNCH    1 2
 QD0960
 QD0960.Superseded values are not recommended for survey control.
 QD0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0960.See file dsdata.txt to determine how the superseded data were derived.
 QD0960
 QD0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ357053(NAD 83)
 QD0960_MARKER: B = BOLT
 QD0960_SETTING: 80 = SET IN A BOULDER
 QD0960_SP_SET: BOULDER
 QD0960_MARK LOGO: PP+L  
 QD0960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0960+STABILITY: SURFACE MOTION
 QD0960
 QD0960  HISTORY     - Date     Condition        Report By
 QD0960  HISTORY     - UNK      MONUMENTED       ORDT
 QD0960  HISTORY     - 1930     GOOD             NGS
 QD0960  HISTORY     - 1957     GOOD             LOCENG
 QD0960  HISTORY     - 1987     GOOD             NGS
 QD0960
 QD0960                          STATION DESCRIPTION
 QD0960
 QD0960'DESCRIBED BY NATIONAL GEODETIC SURVEY 1930
 QD0960'2.6 MI W FROM CLINE FALLS.
 QD0960'50 FEET WEST OF ROCK CUT ON SOUTH SIDE OF HIGHWAY.  NOTE-- ABOUT 2.3
 QD0960'MILES WEST OF DESCHUTES RIVER BRIDGE ON MCKINZIE HIGHWAY.
 QD0960
 QD0960                          STATION RECOVERY (1957)
 QD0960
 QD0960'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1957
 QD0960'RECOVERED IN GOOD CONDITION.
 QD0960
 QD0960                          STATION RECOVERY (1987)
 QD0960
 QD0960'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QD0960'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  10.2 KM
 QD0960'(6.35 MI) WESTERLY ALONG STATE HIGHWAY 126 FROM ITS JUNCTION WITH 6TH
 QD0960'STREET IN REDMOND, THENCE 0.8 KM (0.50 MI) NORTHWESTERLY ALONG OLD
 QD0960'STATE HIGHWAY 28 (MCKENZIE HIGHWAY), IN TOP OF AND ABOUT THE CENTER
 QD0960'OF A 2 BY 3 FOOT BOULDER, 21.5 M (70.5 FT) EAST OF A UTILITY POLE
 QD0960'WITH TWO GUY WIRES, AND 14.2 M (46.6 FT) SOUTH-SOUTHWEST OF THE
 QD0960'CENTERLINE OF THE OLD HIGHWAY.
 QD0960'THE MARK IS 0.95 METERS  E FROM  A WOODEN WITNESS POST
 QD0960'THE MARK IS ABOVE LEVEL WITH THE OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0446 ***********************************************************************
 RC0446  DESIGNATION -  3027 H
 RC0446  PID         -  RC0446
 RC0446  STATE/COUNTY-  OR/WASCO
 RC0446  USGS QUAD   -  MACKEN CANYON (1970)
 RC0446
 RC0446                         *CURRENT SURVEY CONTROL
 RC0446  ___________________________________________________________________
 RC0446* NAD 83(1986)-  45 03 17.     (N)    120 40 29.     (W)     SCALED    
 RC0446* NAVD 88     -       923.806  (meters)    3030.85   (feet)  ADJUSTED  
 RC0446  ___________________________________________________________________
 RC0446  GEOID HEIGHT-         -20.62  (meters)                     GEOID03
 RC0446  DYNAMIC HT  -         923.597 (meters)    3030.17  (feet)  COMP
 RC0446  MODELED GRAV-     980,358.5   (mgal)                       NAVD 88
 RC0446
 RC0446  VERT ORDER  -  FIRST     CLASS II
 RC0446
 RC0446.The horizontal coordinates were scaled from a topographic map and have
 RC0446.an estimated accuracy of +/- 6 seconds.
 RC0446
 RC0446.The orthometric height was determined by differential leveling
 RC0446.and adjusted in June 1991.
 RC0446
 RC0446.The geoid height was determined by GEOID03.
 RC0446
 RC0446.The dynamic height is computed by dividing the NAVD 88
 RC0446.geopotential number by the normal gravity value computed on the
 RC0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0446.degrees latitude (g = 980.6199 gals.).
 RC0446
 RC0446.The modeled gravity was interpolated from observed gravity values.
 RC0446
 RC0446;                    North         East    Units  Estimated Accuracy
 RC0446;SPC OR N     -   154,260.    2,486,240.      MT  (+/- 180 meters Scaled)
 RC0446
 RC0446                          SUPERSEDED SURVEY CONTROL
 RC0446
 RC0446  NGVD 29 (??/??/92)  922.703  (m)         3027.23   (f) ADJ UNCH    1 2
 RC0446
 RC0446.Superseded values are not recommended for survey control.
 RC0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0446.See file dsdata.txt to determine how the superseded data were derived.
 RC0446
 RC0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ830916(NAD 83)
 RC0446_MARKER: P = PIPE CAP
 RC0446_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RC0446_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RC0446_STAMPING: 3026.616 H 1904
 RC0446_MARK LOGO: USGS  
 RC0446_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC0446
 RC0446  HISTORY     - Date     Condition        Report By
 RC0446  HISTORY     - 1904     MONUMENTED       USGS
 RC0446  HISTORY     - 1961     GOOD             NGS
 RC0446  HISTORY     - 1987     GOOD             NGS
 RC0446
 RC0446                          STATION DESCRIPTION
 RC0446
 RC0446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RC0446'5.6 MI NE FROM SHANIKO.
 RC0446'REACHED FROM THE POST OFFICE AT SHANIKO GO NORTH ON U.S. HIGHWAY 97
 RC0446'FOR 5.3 MILES, TURN RIGHT THROUGH A GATE, FOLLOW A RANCH ROAD TOWARDS
 RC0446'VERN MOBLEYS RANCH FOR 0.4 MILE TO A Y-FORK OF ROADS.  THIS IS ABOUT
 RC0446'0.2 MILES NORTHWEST OF THE MOBLEY RANCH.  BENCH MARK IS ON A SMALL
 RC0446'HUMP, ABOUT 54 FEET SOUTHWEST OF THE JUNCTION OF THE Y-FORK, 89 FEET
 RC0446'WEST OF A FENCE, AND 1-FOOT NORTH OF A METAL WITNESS POST.  A STANDARD
 RC0446'CAP RIVETED TO THE TOP OF A 3-1/2-INCH IRON PIPE ENCASED IN CEMENT
 RC0446'PROJECTING ABOUT 8-INCHES.
 RC0446
 RC0446                          STATION RECOVERY (1987)
 RC0446
 RC0446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RC0446'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  9.0 KM
 RC0446'(5.60 MI) NORTH ALONG US HIGHWAY 97 FROM THE JUNCTION OF STATE HIGHWAY
 RC0446'218 IN SHANIKO, THENCE 0.75 KM (0.45 MI) EAST ALONG A GRAVEL ROAD,
 RC0446'9.1 M (29.9 FT) WEST OF THE ROAD CENTER.
 RC0446'THE MARK IS 0.24 METERS  N FROM  A WITNESS POST
 RC0446'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1086 ***********************************************************************
 QD1086  DESIGNATION -  304
 QD1086  PID         -  QD1086
 QD1086  STATE/COUNTY-  OR/LINN
 QD1086  USGS QUAD   -  SANTIAM JUNCTION (1988)
 QD1086
 QD1086                         *CURRENT SURVEY CONTROL
 QD1086  ___________________________________________________________________
 QD1086* NAD 83(1986)-  44 25 58.     (N)    121 55 31.     (W)     SCALED    
 QD1086* NAVD 88     -      1215.041  (meters)    3986.35   (feet)  ADJUSTED  
 QD1086  ___________________________________________________________________
 QD1086  GEOID HEIGHT-         -21.29  (meters)                     GEOID03
 QD1086  DYNAMIC HT  -        1214.605 (meters)    3984.92  (feet)  COMP
 QD1086  MODELED GRAV-     980,216.9   (mgal)                       NAVD 88
 QD1086
 QD1086  VERT ORDER  -  FIRST     CLASS II
 QD1086
 QD1086.The horizontal coordinates were scaled from a topographic map and have
 QD1086.an estimated accuracy of +/- 6 seconds.
 QD1086
 QD1086.The orthometric height was determined by differential leveling
 QD1086.and adjusted in June 1991.
 QD1086
 QD1086.The geoid height was determined by GEOID03.
 QD1086
 QD1086.The dynamic height is computed by dividing the NAVD 88
 QD1086.geopotential number by the normal gravity value computed on the
 QD1086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1086.degrees latitude (g = 980.6199 gals.).
 QD1086
 QD1086.The modeled gravity was interpolated from observed gravity values.
 QD1086
 QD1086;                    North         East    Units  Estimated Accuracy
 QD1086;SPC OR N     -    86,130.    2,386,530.      MT  (+/- 180 meters Scaled)
 QD1086
 QD1086                          SUPERSEDED SURVEY CONTROL
 QD1086
 QD1086  NGVD 29 (??/??/92) 1213.842  (m)         3982.41   (f) ADJ UNCH    1 2
 QD1086
 QD1086.Superseded values are not recommended for survey control.
 QD1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1086.See file dsdata.txt to determine how the superseded data were derived.
 QD1086
 QD1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ855205(NAD 83)
 QD1086_MARKER: DD = SURVEY DISK
 QD1086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD1086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QD1086_STAMPING: 3983 23 304 34
 QD1086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD1086+STABILITY: SURFACE MOTION
 QD1086
 QD1086  HISTORY     - Date     Condition        Report By
 QD1086  HISTORY     - UNK      MONUMENTED       BPR
 QD1086  HISTORY     - 1941     GOOD             NGS
 QD1086
 QD1086                          STATION DESCRIPTION
 QD1086
 QD1086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QD1086'25.40 MI W FROM SISTERS.
 QD1086'MARK IS LOCATED ABOUT 88 FEET NORTHWEST OF U.S. HIGHWAY NO. 20, 7 FEET
 QD1086'ABOVE HIGHWAY, WEST END OF 250 FOOT FILL.  U.S.B.M. WITNESS POST IS
 QD1086'SET NEAR THE MARK.  66 FEET EAST OF 30 INCH BLAZED PINE TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0956 ***********************************************************************
 QD0956  DESIGNATION -  3040
 QD0956  PID         -  QD0956
 QD0956  STATE/COUNTY-  OR/DESCHUTES
 QD0956  USGS QUAD   -  HENKLE BUTTE (1981)
 QD0956
 QD0956                         *CURRENT SURVEY CONTROL
 QD0956  ___________________________________________________________________
 QD0956* NAD 83(1986)-  44 17 36.     (N)    121 22 51.     (W)     SCALED    
 QD0956* NAVD 88     -       927.649  (meters)    3043.46   (feet)  POSTED    
 QD0956  ___________________________________________________________________
 QD0956  GEOID HEIGHT-         -21.38  (meters)                     GEOID03
 QD0956  DYNAMIC HT  -         927.340 (meters)    3042.45  (feet)  COMP
 QD0956  MODELED GRAV-     980,251.4   (mgal)                       NAVD 88
 QD0956
 QD0956  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 QD0956
 QD0956.The horizontal coordinates were scaled from a topographic map and have
 QD0956.an estimated accuracy of +/- 6 seconds.
 QD0956
 QD0956.The orthometric height was determined by differential leveling
 QD0956.and adjusted by the  in 1992.
 QD0956.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 QD0956.rate of 0.0 thru 1.0 mm/km.
 QD0956
 QD0956.The geoid height was determined by GEOID03.
 QD0956
 QD0956.The dynamic height is computed by dividing the NAVD 88
 QD0956.geopotential number by the normal gravity value computed on the
 QD0956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0956.degrees latitude (g = 980.6199 gals.).
 QD0956
 QD0956.The modeled gravity was interpolated from observed gravity values.
 QD0956
 QD0956;                    North         East    Units  Estimated Accuracy
 QD0956;SPC OR S     -   292,170.    1,429,700.      MT  (+/- 180 meters Scaled)
 QD0956
 QD0956                          SUPERSEDED SURVEY CONTROL
 QD0956
 QD0956  NGVD 29 (??/??/92)  926.547  (m)         3039.85   (f) ADJ UNCH    1 2
 QD0956
 QD0956.Superseded values are not recommended for survey control.
 QD0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0956.See file dsdata.txt to determine how the superseded data were derived.
 QD0956
 QD0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ291057(NAD 83)
 QD0956_MARKER: B = BOLT
 QD0956_SETTING: 80 = SET IN A BOULDER
 QD0956_SP_SET: BOULDER
 QD0956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0956+STABILITY: SURFACE MOTION
 QD0956
 QD0956  HISTORY     - Date     Condition        Report By
 QD0956  HISTORY     - UNK      MONUMENTED       ORDT
 QD0956  HISTORY     - 1930     GOOD             NGS
 QD0956  HISTORY     - 1956     GOOD             LOCENG
 QD0956  HISTORY     - 1987     GOOD             USPSQD
 QD0956  HISTORY     - 1987     MARK NOT FOUND   NGS
 QD0956
 QD0956                          STATION DESCRIPTION
 QD0956
 QD0956'DESCRIBED BY NATIONAL GEODETIC SURVEY 1930
 QD0956'6.7 MI W FROM CLINE FALLS.
 QD0956'6.7 MILES WESTERLY FROM CLINE FALLS 40 FEET NORTH OF HIGHWAY JUST WEST
 QD0956'OF SHARP RISE, 8 FEET NORTHEAST OF 30 INCH JUNIPER TREE, SET IN
 QD0956'BOULDER.
 QD0956
 QD0956                          STATION RECOVERY (1956)
 QD0956
 QD0956'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1956
 QD0956'RECOVERED IN GOOD CONDITION.
 QD0956
 QD0956                          STATION RECOVERY (1987)
 QD0956
 QD0956'RECOVERY NOTE BY US POWER SQUADRON 1987 (KRN)
 QD0956'RECOVERED IN GOOD CONDITION.
 QD0956
 QD0956                          STATION RECOVERY (1987)
 QD0956
 QD0956'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QD0956'AFTER A THOROUGH SEARCH NO EVIDENCE OF THE MARK WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1332 ***********************************************************************
 RC1332  DESIGNATION -  3041 1
 RC1332  PID         -  RC1332
 RC1332  STATE/COUNTY-  OR/WASCO
 RC1332  USGS QUAD   -  POST POINT (1996)
 RC1332
 RC1332                         *CURRENT SURVEY CONTROL
 RC1332  ___________________________________________________________________
 RC1332* NAD 83(1986)-  45 08 13.     (N)    121 37 09.     (W)     SCALED    
 RC1332* NAVD 88     -      1061.790  (meters)    3483.56   (feet)  ADJUSTED  
 RC1332  ___________________________________________________________________
 RC1332  GEOID HEIGHT-         -20.93  (meters)                     GEOID03
 RC1332  DYNAMIC HT  -        1061.527 (meters)    3482.69  (feet)  COMP
 RC1332  MODELED GRAV-     980,332.1   (mgal)                       NAVD 88
 RC1332
 RC1332  VERT ORDER  -  SECOND    CLASS 0
 RC1332
 RC1332.The horizontal coordinates were scaled from a topographic map and have
 RC1332.an estimated accuracy of +/- 6 seconds.
 RC1332
 RC1332.The orthometric height was determined by differential leveling
 RC1332.and adjusted in June 1991.
 RC1332
 RC1332.The geoid height was determined by GEOID03.
 RC1332
 RC1332.The dynamic height is computed by dividing the NAVD 88
 RC1332.geopotential number by the normal gravity value computed on the
 RC1332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1332.degrees latitude (g = 980.6199 gals.).
 RC1332
 RC1332.The modeled gravity was interpolated from observed gravity values.
 RC1332
 RC1332;                    North         East    Units  Estimated Accuracy
 RC1332;SPC OR N     -   163,990.    2,411,980.      MT  (+/- 180 meters Scaled)
 RC1332
 RC1332                          SUPERSEDED SURVEY CONTROL
 RC1332
 RC1332  NGVD 29 (??/??/92) 1060.686  (m)         3479.93   (f) ADJ UNCH    2 0
 RC1332
 RC1332.Superseded values are not recommended for survey control.
 RC1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1332.See file dsdata.txt to determine how the superseded data were derived.
 RC1332
 RC1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ085990(NAD 83)
 RC1332_MARKER: DD = SURVEY DISK
 RC1332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC1332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC1332_STAMPING: 3478 3041 1 1928
 RC1332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1332+STABILITY: SURFACE MOTION
 RC1332
 RC1332  HISTORY     - Date     Condition        Report By
 RC1332  HISTORY     - 1928     MONUMENTED       BPR
 RC1332  HISTORY     - 1934     GOOD             NGS
 RC1332  HISTORY     - 1955     MARK NOT FOUND   USGS
 RC1332  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 RC1332
 RC1332                          STATION DESCRIPTION
 RC1332
 RC1332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RC1332'5.3 MI NW FROM BEAR SPRINGS.
 RC1332'5.3 MILES NORTHWEST ALONG THE WAPINITIA HIGHWAY (OREGON 50) FROM BEAR
 RC1332'SPRINGS, WASCO COUNTY, ABOUT 1.4 MILES SOUTHEAST OF THE BRIDGE OVER
 RC1332'CLEAR CREEK, AT THE SUMMIT OF A HILL, AND AT SURVEY STATION 345+38. A
 RC1332'UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK, STAMPED 3478 3041
 RC1332'1 1928 AND SET IN THE TOP OF A CONCRETE POST.
 RC1332
 RC1332                          STATION RECOVERY (1955)
 RC1332
 RC1332'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 RC1332'MARK NOT FOUND.
 RC1332
 RC1332                          STATION RECOVERY (1985)
 RC1332
 RC1332'RECOVERY NOTE BY US POWER SQUADRON 1985
 RC1332'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1305 ***********************************************************************
 RC1305  DESIGNATION -  3041 1 N
 RC1305  PID         -  RC1305
 RC1305  STATE/COUNTY-  OR/WASCO
 RC1305  USGS QUAD   -  WAPINITIA PASS (1996)
 RC1305
 RC1305                         *CURRENT SURVEY CONTROL
 RC1305  ___________________________________________________________________
 RC1305* NAD 83(1986)-  45 11 25.     (N)    121 41 12.     (W)     SCALED    
 RC1305* NAVD 88     -      1180.64   (+/-2cm)    3873.5    (feet)  VERTCON   
 RC1305  ___________________________________________________________________
 RC1305  GEOID HEIGHT-         -20.89  (meters)                     GEOID03
 RC1305  VERT ORDER  -  ? (See Below)
 RC1305
 RC1305.The horizontal coordinates were scaled from a topographic map and have
 RC1305.an estimated accuracy of +/- 6 seconds.
 RC1305
 RC1305.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC1305.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC1305.The vertical order pertains to the NGVD 29 superseded value.
 RC1305
 RC1305.The geoid height was determined by GEOID03.
 RC1305
 RC1305;                    North         East    Units  Estimated Accuracy
 RC1305;SPC OR N     -   169,990.    2,406,760.      MT  (+/- 180 meters Scaled)
 RC1305
 RC1305                          SUPERSEDED SURVEY CONTROL
 RC1305
 RC1305  NGVD 29 (??/??/92) 1179.512  (m)         3869.78   (f) ADJ UNCH    ?  
 RC1305
 RC1305.Superseded values are not recommended for survey control.
 RC1305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1305.See file dsdata.txt to determine how the superseded data were derived.
 RC1305
 RC1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR031049(NAD 83)
 RC1305_MARKER: DD = SURVEY DISK
 RC1305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC1305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC1305_STAMPING: 3041 1 N 1928
 RC1305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1305+STABILITY: SURFACE MOTION
 RC1305
 RC1305  HISTORY     - Date     Condition        Report By
 RC1305  HISTORY     - 1928     MONUMENTED       BPR
 RC1305  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 RC1305  HISTORY     - 1986     GOOD             USPSQD
 RC1305
 RC1305                          STATION DESCRIPTION
 RC1305
 RC1305'DESCRIBED BY US BUREAU OF PUBLIC ROADS 1928
 RC1305'11.05 MI NW FROM BEAR SPRINGS.
 RC1305'11.05 MILES NORTHWEST ALONG THE WAPINITIA HIGHWAY (OREGON 50) FROM
 RC1305'BEAR SPRINGS, WASCO COUNTY, ABOUT 1.4 MILES NORTHWEST OF THE JUNCTION
 RC1305'OF THE OREGON SKYLINE ROAD, AT SURVEY STATION 390+50, NEAR THE
 RC1305'SOUTHEAST END OF A CUT, AT THE NORTHWEST END OF A LONG TANGENT, AND 45
 RC1305'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY.  A UNITED STATES
 RC1305'BUREAU OF PUBLIC ROADS STANDARD DISK, STAMPED 3041 1 N 1928 AND SET IN
 RC1305'THE TOP OF A CONCRETE POST.
 RC1305
 RC1305                          STATION RECOVERY (1985)
 RC1305
 RC1305'RECOVERY NOTE BY US POWER SQUADRON 1985
 RC1305'MARK NOT FOUND.
 RC1305
 RC1305                          STATION RECOVERY (1986)
 RC1305
 RC1305'RECOVERY NOTE BY US POWER SQUADRON 1986 (CWE)
 RC1305'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1304 ***********************************************************************
 RC1304  DESIGNATION -  3041 1 S
 RC1304  PID         -  RC1304
 RC1304  STATE/COUNTY-  OR/WASCO
 RC1304  USGS QUAD   -  WAPINITIA PASS (1996)
 RC1304
 RC1304                         *CURRENT SURVEY CONTROL
 RC1304  ___________________________________________________________________
 RC1304* NAD 83(1986)-  45 11 25.     (N)    121 41 12.     (W)     SCALED    
 RC1304* NAVD 88     -      1179.08   (+/-2cm)    3868.4    (feet)  VERTCON   
 RC1304  ___________________________________________________________________
 RC1304  GEOID HEIGHT-         -20.89  (meters)                     GEOID03
 RC1304  VERT ORDER  -  ? (See Below)
 RC1304
 RC1304.The horizontal coordinates were scaled from a topographic map and have
 RC1304.an estimated accuracy of +/- 6 seconds.
 RC1304
 RC1304.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC1304.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC1304.The vertical order pertains to the NGVD 29 superseded value.
 RC1304
 RC1304.The geoid height was determined by GEOID03.
 RC1304
 RC1304;                    North         East    Units  Estimated Accuracy
 RC1304;SPC OR N     -   169,990.    2,406,760.      MT  (+/- 180 meters Scaled)
 RC1304
 RC1304                          SUPERSEDED SURVEY CONTROL
 RC1304
 RC1304  NGVD 29 (??/??/92) 1177.952  (m)         3864.66   (f) ADJ UNCH    ?  
 RC1304
 RC1304.Superseded values are not recommended for survey control.
 RC1304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1304.See file dsdata.txt to determine how the superseded data were derived.
 RC1304
 RC1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR031049(NAD 83)
 RC1304_MARKER: DD = SURVEY DISK
 RC1304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC1304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC1304_STAMPING: 3041 1 S 1928
 RC1304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1304+STABILITY: SURFACE MOTION
 RC1304
 RC1304  HISTORY     - Date     Condition        Report By
 RC1304  HISTORY     - 1928     MONUMENTED       BPR
 RC1304  HISTORY     - 1955     MARK NOT FOUND   BPR
 RC1304
 RC1304                          STATION DESCRIPTION
 RC1304
 RC1304'DESCRIBED BY US BUREAU OF PUBLIC ROADS 1928
 RC1304'11.05 MI NW FROM BEAR SPRINGS.
 RC1304'11.05 MILES NORTHWEST ALONG THE WAPINITIA HIGHWAY (OREGON 50) FROM
 RC1304'BEAR SPRINGS, WASCO COUNTY, ABOUT 1.4 MILES NORTHWEST OF THE JUNCTION
 RC1304'OF THE OREGON SKYLINE ROAD, AT SURVEY STATION 390+50, NEAR THE
 RC1304'SOUTHEAST END OF A CUT, AT THE NORTHWEST END OF A LONG TANGENT, AND 45
 RC1304'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY.  A UNITED STATES
 RC1304'BUREAU OF PUBLIC ROADS STANDARD DISK, STAMPED 3041 1 S 1928 AND SET IN
 RC1304'THE TOP OF A CONCRETE POST.
 RC1304
 RC1304                          STATION RECOVERY (1955)
 RC1304
 RC1304'RECOVERY NOTE BY US BUREAU OF PUBLIC ROADS 1955
 RC1304'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1338 ***********************************************************************
 RC1338  DESIGNATION -  3041 10
 RC1338  PID         -  RC1338
 RC1338  STATE/COUNTY-  OR/WASCO
 RC1338  USGS QUAD   -  POST POINT (1996)
 RC1338
 RC1338                         *CURRENT SURVEY CONTROL
 RC1338  ___________________________________________________________________
 RC1338* NAD 83(1986)-  45 07 31.     (N)    121 34 23.     (W)     SCALED    
 RC1338* NAVD 88     -      1023.681  (meters)    3358.53   (feet)  ADJUSTED  
 RC1338  ___________________________________________________________________
 RC1338  GEOID HEIGHT-         -20.96  (meters)                     GEOID03
 RC1338  DYNAMIC HT  -        1023.437 (meters)    3357.73  (feet)  COMP
 RC1338  MODELED GRAV-     980,342.6   (mgal)                       NAVD 88
 RC1338
 RC1338  VERT ORDER  -  SECOND    CLASS 0
 RC1338
 RC1338.The horizontal coordinates were scaled from a topographic map and have
 RC1338.an estimated accuracy of +/- 6 seconds.
 RC1338
 RC1338.The orthometric height was determined by differential leveling
 RC1338.and adjusted in June 1991.
 RC1338
 RC1338.The geoid height was determined by GEOID03.
 RC1338
 RC1338.The dynamic height is computed by dividing the NAVD 88
 RC1338.geopotential number by the normal gravity value computed on the
 RC1338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1338.degrees latitude (g = 980.6199 gals.).
 RC1338
 RC1338.The modeled gravity was interpolated from observed gravity values.
 RC1338
 RC1338;                    North         East    Units  Estimated Accuracy
 RC1338;SPC OR N     -   162,640.    2,415,590.      MT  (+/- 180 meters Scaled)
 RC1338
 RC1338                          SUPERSEDED SURVEY CONTROL
 RC1338
 RC1338  NGVD 29 (??/??/92) 1022.591  (m)         3354.95   (f) ADJ UNCH    2 0
 RC1338
 RC1338.Superseded values are not recommended for survey control.
 RC1338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1338.See file dsdata.txt to determine how the superseded data were derived.
 RC1338
 RC1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ122978(NAD 83)
 RC1338_MARKER: DD = SURVEY DISK
 RC1338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC1338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC1338_STAMPING: 3353 3041 10 1928
 RC1338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1338+STABILITY: SURFACE MOTION
 RC1338
 RC1338  HISTORY     - Date     Condition        Report By
 RC1338  HISTORY     - 1928     MONUMENTED       BPR
 RC1338  HISTORY     - 1934     GOOD             NGS
 RC1338  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 RC1338
 RC1338                          STATION DESCRIPTION
 RC1338
 RC1338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RC1338'2.8 MI W FROM BEAR SPRINGS.
 RC1338'2.8 MILES WEST ALONG THE WAPINITIA HIGHWAY (OREGON 50) FROM BEAR
 RC1338'SPRINGS, WASCO COUNTY, AT THE EAST END OF A TANGENT, AT SURVEY STATION
 RC1338'480+03, AND 40 FEET EAST OF THE CENTER LINE OF THE HIGHWAY. A UNITED
 RC1338'STATES BUREAU OF PUBLIC ROADS STANDARD DISK, STAMPED 3353 3041 10 1928
 RC1338'AND SET IN THE TOP OF A CONCRETE POST.
 RC1338
 RC1338                          STATION RECOVERY (1985)
 RC1338
 RC1338'RECOVERY NOTE BY US POWER SQUADRON 1985
 RC1338'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1339 ***********************************************************************
 RC1339  DESIGNATION -  3041 11
 RC1339  PID         -  RC1339
 RC1339  STATE/COUNTY-  OR/WASCO
 RC1339  USGS QUAD   -  BEAVER BUTTE (1996)
 RC1339
 RC1339                         *CURRENT SURVEY CONTROL
 RC1339  ___________________________________________________________________
 RC1339* NAD 83(1986)-  45 07 27.     (N)    121 33 50.     (W)     SCALED    
 RC1339* NAVD 88     -       993.232  (meters)    3258.63   (feet)  ADJUSTED  
 RC1339  ___________________________________________________________________
 RC1339  GEOID HEIGHT-         -20.97  (meters)                     GEOID03
 RC1339  DYNAMIC HT  -         992.994 (meters)    3257.85  (feet)  COMP
 RC1339  MODELED GRAV-     980,343.2   (mgal)                       NAVD 88
 RC1339
 RC1339  VERT ORDER  -  SECOND    CLASS 0
 RC1339
 RC1339.The horizontal coordinates were scaled from a topographic map and have
 RC1339.an estimated accuracy of +/- 6 seconds.
 RC1339
 RC1339.The orthometric height was determined by differential leveling
 RC1339.and adjusted in June 1991.
 RC1339
 RC1339.The geoid height was determined by GEOID03.
 RC1339
 RC1339.The dynamic height is computed by dividing the NAVD 88
 RC1339.geopotential number by the normal gravity value computed on the
 RC1339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1339.degrees latitude (g = 980.6199 gals.).
 RC1339
 RC1339.The modeled gravity was interpolated from observed gravity values.
 RC1339
 RC1339;                    North         East    Units  Estimated Accuracy
 RC1339;SPC OR N     -   162,510.    2,416,310.      MT  (+/- 180 meters Scaled)
 RC1339
 RC1339                          SUPERSEDED SURVEY CONTROL
 RC1339
 RC1339  NGVD 29 (??/??/92)  992.140  (m)         3255.05   (f) ADJ UNCH    2 0
 RC1339
 RC1339.Superseded values are not recommended for survey control.
 RC1339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1339.See file dsdata.txt to determine how the superseded data were derived.
 RC1339
 RC1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ129977(NAD 83)
 RC1339_MARKER: DD = SURVEY DISK
 RC1339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC1339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC1339_STAMPING: 3253 3041 11 1928
 RC1339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1339+STABILITY: SURFACE MOTION
 RC1339
 RC1339  HISTORY     - Date     Condition        Report By
 RC1339  HISTORY     - 1928     MONUMENTED       BPR
 RC1339  HISTORY     - 1934     GOOD             NGS
 RC1339  HISTORY     - 1985     GOOD             USPSQD
 RC1339  HISTORY     - 1986     GOOD             USPSQD
 RC1339
 RC1339                          STATION DESCRIPTION
 RC1339
 RC1339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RC1339'2.2 MI W FROM BEAR SPRINGS.
 RC1339'2.2 MILES WEST ALONG THE WAPINITIA HIGHWAY (OREGON 50) FROM BEAR
 RC1339'SPRINGS, WASCO COUNTY, AT THE WEST END OF A TANGENT, 36 FEET SOUTH OF
 RC1339'SURVEY STATION 507+42, AND 40 FEET EAST OF THE CENTER LINE OF THE
 RC1339'HIGHWAY.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK,
 RC1339'STAMPED 3253 3041 11 1928 AND SET IN THE TOP OF A CONCRETE POST.
 RC1339
 RC1339                          STATION RECOVERY (1985)
 RC1339
 RC1339'RECOVERY NOTE BY US POWER SQUADRON 1985
 RC1339'NEW DESC. STATION IS 0.1 MILE WEST OF A ROAD LEADING NORTH TO 'CLEAR
 RC1339'CREEK CAMP GROUND' AND ABOUT 30 FEET NORTH OF CENTER OF HIGHWAY. 216.
 RC1339'A 4 X 4 WITNESS POST IS JUST NORTH OF STATION. AND ABOUT 2.2 MILES
 RC1339'WEST OF ROAD LEADING TO BEAR SPRINGS CAMP
 RC1339
 RC1339                          STATION RECOVERY (1986)
 RC1339
 RC1339'RECOVERY NOTE BY US POWER SQUADRON 1986 (CWE)
 RC1339'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1340 ***********************************************************************
 RC1340  DESIGNATION -  3041 14
 RC1340  PID         -  RC1340
 RC1340  STATE/COUNTY-  OR/WASCO
 RC1340  USGS QUAD   -  BEAVER BUTTE (1996)
 RC1340
 RC1340                         *CURRENT SURVEY CONTROL
 RC1340  ___________________________________________________________________
 RC1340* NAD 83(1986)-  45 07 16.     (N)    121 33 11.     (W)     SCALED    
 RC1340* NAVD 88     -       987.515  (meters)    3239.87   (feet)  ADJUSTED  
 RC1340  ___________________________________________________________________
 RC1340  GEOID HEIGHT-         -20.98  (meters)                     GEOID03
 RC1340  DYNAMIC HT  -         987.277 (meters)    3239.09  (feet)  COMP
 RC1340  MODELED GRAV-     980,341.5   (mgal)                       NAVD 88
 RC1340
 RC1340  VERT ORDER  -  SECOND    CLASS 0
 RC1340
 RC1340.The horizontal coordinates were scaled from a topographic map and have
 RC1340.an estimated accuracy of +/- 6 seconds.
 RC1340
 RC1340.The orthometric height was determined by differential leveling
 RC1340.and adjusted in June 1991.
 RC1340
 RC1340.The geoid height was determined by GEOID03.
 RC1340
 RC1340.The dynamic height is computed by dividing the NAVD 88
 RC1340.geopotential number by the normal gravity value computed on the
 RC1340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1340.degrees latitude (g = 980.6199 gals.).
 RC1340
 RC1340.The modeled gravity was interpolated from observed gravity values.
 RC1340
 RC1340;                    North         East    Units  Estimated Accuracy
 RC1340;SPC OR N     -   162,160.    2,417,160.      MT  (+/- 180 meters Scaled)
 RC1340
 RC1340                          SUPERSEDED SURVEY CONTROL
 RC1340
 RC1340  NGVD 29 (??/??/92)  986.421  (m)         3236.28   (f) ADJ UNCH    2 0
 RC1340
 RC1340.Superseded values are not recommended for survey control.
 RC1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1340.See file dsdata.txt to determine how the superseded data were derived.
 RC1340
 RC1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ138974(NAD 83)
 RC1340_MARKER: DD = SURVEY DISK
 RC1340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC1340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC1340_STAMPING: 3235 3041 14 1928
 RC1340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1340+STABILITY: SURFACE MOTION
 RC1340
 RC1340  HISTORY     - Date     Condition        Report By
 RC1340  HISTORY     - 1928     MONUMENTED       BPR
 RC1340  HISTORY     - 1934     GOOD             NGS
 RC1340  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 RC1340
 RC1340                          STATION DESCRIPTION
 RC1340
 RC1340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RC1340'1.5 MI W FROM BEAR SPRINGS.
 RC1340'1.5 MILES WEST ALONG THE WAPINITIA HIGHWAY (OREGON 50) FROM BEAR
 RC1340'SPRINGS, WASCO COUNTY, AT THE EAST END OF A TANGENT, 30 FEET SOUTH OF
 RC1340'SURVEY STATION 543+83, AND 39 FEET EAST OF THE CENTER LINE OF THE
 RC1340'HIGHWAY.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK,
 RC1340'STAMPED 3235 3041 14 1928 AND SET IN THE TOP OF A CONCRETE POST.
 RC1340
 RC1340                          STATION RECOVERY (1985)
 RC1340
 RC1340'RECOVERY NOTE BY US POWER SQUADRON 1985
 RC1340'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1341 ***********************************************************************
 RC1341  DESIGNATION -  3041 17
 RC1341  PID         -  RC1341
 RC1341  STATE/COUNTY-  OR/WASCO
 RC1341  USGS QUAD   -  BEAVER BUTTE (1996)
 RC1341
 RC1341                         *CURRENT SURVEY CONTROL
 RC1341  ___________________________________________________________________
 RC1341* NAD 83(1986)-  45 07 21.     (N)    121 32 11.     (W)     SCALED    
 RC1341* NAVD 88     -       947.938  (meters)    3110.03   (feet)  ADJUSTED  
 RC1341  ___________________________________________________________________
 RC1341  GEOID HEIGHT-         -21.00  (meters)                     GEOID03
 RC1341  DYNAMIC HT  -         947.705 (meters)    3109.26  (feet)  COMP
 RC1341  MODELED GRAV-     980,338.5   (mgal)                       NAVD 88
 RC1341
 RC1341  VERT ORDER  -  SECOND    CLASS 0
 RC1341
 RC1341.The horizontal coordinates were scaled from a topographic map and have
 RC1341.an estimated accuracy of +/- 6 seconds.
 RC1341
 RC1341.The orthometric height was determined by differential leveling
 RC1341.and adjusted in June 1991.
 RC1341
 RC1341.The geoid height was determined by GEOID03.
 RC1341
 RC1341.The dynamic height is computed by dividing the NAVD 88
 RC1341.geopotential number by the normal gravity value computed on the
 RC1341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1341.degrees latitude (g = 980.6199 gals.).
 RC1341
 RC1341.The modeled gravity was interpolated from observed gravity values.
 RC1341
 RC1341;                    North         East    Units  Estimated Accuracy
 RC1341;SPC OR N     -   162,300.    2,418,470.      MT  (+/- 180 meters Scaled)
 RC1341
 RC1341                          SUPERSEDED SURVEY CONTROL
 RC1341
 RC1341  NGVD 29 (??/??/92)  946.839  (m)         3106.42   (f) ADJ UNCH    2 0
 RC1341
 RC1341.Superseded values are not recommended for survey control.
 RC1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1341.See file dsdata.txt to determine how the superseded data were derived.
 RC1341
 RC1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ151976(NAD 83)
 RC1341_MARKER: DD = SURVEY DISK
 RC1341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC1341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC1341_STAMPING: 3105 3041 17 1928
 RC1341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1341+STABILITY: SURFACE MOTION
 RC1341
 RC1341  HISTORY     - Date     Condition        Report By
 RC1341  HISTORY     - 1928     MONUMENTED       BPR
 RC1341  HISTORY     - 1934     GOOD             NGS
 RC1341  HISTORY     - 1985     GOOD             USPSQD
 RC1341  HISTORY     - 1986     GOOD             USPSQD
 RC1341
 RC1341                          STATION DESCRIPTION
 RC1341
 RC1341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RC1341'0.7 MI W FROM BEAR SPRINGS.
 RC1341'0.7 MILE WEST ALONG THE WAPINITIA HIGHWAY (OREGON 50) FROM BEAR
 RC1341'SPRINGS, WASCO COUNTY, AT THE WEST END OF A TANGENT, 40 FEET SOUTH OF
 RC1341'SURVEY STATION 588+83, AND 35 FEET EAST OF THE CENTER LINE OF THE
 RC1341'HIGHWAY.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK,
 RC1341'STAMPED 3105 3041 17 1928 AND SET IN THE TOP OF A CONCRETE POST.
 RC1341
 RC1341                          STATION RECOVERY (1985)
 RC1341
 RC1341'RECOVERY NOTE BY US POWER SQUADRON 1985
 RC1341'DESC. ADEQUATE: EXECPT, ADD, 15 FEET EAST, OF THE TOP OF A G.H. BANK,
 RC1341'CLOSE TO A LARGE DOUBLE TRUNKE AND TREE AND ABOUT 1/2 WAY BETWEEN A
 RC1341'ROAD LEADING TO CAMAS PRARIE AND A SIGN 'BEAR SPRINGS CAMPGROUND'
 RC1341'WITNESS POST IS ROTTED OFF AT GROUND LEVEL.
 RC1341
 RC1341                          STATION RECOVERY (1986)
 RC1341
 RC1341'RECOVERY NOTE BY US POWER SQUADRON 1986 (CWE)
 RC1341'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1342 ***********************************************************************
 RC1342  DESIGNATION -  3041 18
 RC1342  PID         -  RC1342
 RC1342  STATE/COUNTY-  OR/WASCO
 RC1342  USGS QUAD   -  BEAVER BUTTE (1996)
 RC1342
 RC1342                         *CURRENT SURVEY CONTROL
 RC1342  ___________________________________________________________________
 RC1342* NAD 83(1986)-  45 07 09.     (N)    121 32 00.     (W)     SCALED    
 RC1342* NAVD 88     -       935.676  (meters)    3069.80   (feet)  ADJUSTED  
 RC1342  ___________________________________________________________________
 RC1342  GEOID HEIGHT-         -21.00  (meters)                     GEOID03
 RC1342  DYNAMIC HT  -         935.445 (meters)    3069.04  (feet)  COMP
 RC1342  MODELED GRAV-     980,337.8   (mgal)                       NAVD 88
 RC1342
 RC1342  VERT ORDER  -  SECOND    CLASS 0
 RC1342
 RC1342.The horizontal coordinates were scaled from a topographic map and have
 RC1342.an estimated accuracy of +/- 6 seconds.
 RC1342
 RC1342.The orthometric height was determined by differential leveling
 RC1342.and adjusted in June 1991.
 RC1342
 RC1342.The geoid height was determined by GEOID03.
 RC1342
 RC1342.The dynamic height is computed by dividing the NAVD 88
 RC1342.geopotential number by the normal gravity value computed on the
 RC1342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1342.degrees latitude (g = 980.6199 gals.).
 RC1342
 RC1342.The modeled gravity was interpolated from observed gravity values.
 RC1342
 RC1342;                    North         East    Units  Estimated Accuracy
 RC1342;SPC OR N     -   161,920.    2,418,710.      MT  (+/- 180 meters Scaled)
 RC1342
 RC1342                          SUPERSEDED SURVEY CONTROL
 RC1342
 RC1342  NGVD 29 (??/??/92)  934.576  (m)         3066.19   (f) ADJ UNCH    2 0
 RC1342
 RC1342.Superseded values are not recommended for survey control.
 RC1342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1342.See file dsdata.txt to determine how the superseded data were derived.
 RC1342
 RC1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ153972(NAD 83)
 RC1342_MARKER: DD = SURVEY DISK
 RC1342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC1342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC1342_STAMPING: 3064 3041 18 1928
 RC1342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1342+STABILITY: SURFACE MOTION
 RC1342
 RC1342  HISTORY     - Date     Condition        Report By
 RC1342  HISTORY     - 1928     MONUMENTED       BPR
 RC1342  HISTORY     - 1934     GOOD             NGS
 RC1342  HISTORY     - 1985     GOOD             USPSQD
 RC1342
 RC1342                          STATION DESCRIPTION
 RC1342
 RC1342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RC1342'0.4 MI W FROM BEAR SPRINGS.
 RC1342'0.4 MILE WEST ALONG THE WAPINITIA HIGHWAY (OREGON 50) FROM BEAR
 RC1342'SPRINGS, WASCO COUNTY, AT THE WEST END OF A TANGENT, 40 FEET SOUTH OF
 RC1342'SURVEY STATION 604+63, AND 35 FEET EAST OF THE CENTER LINE OF THE
 RC1342'HIGHWAY.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK,
 RC1342'STAMPED 3064 3041 18 1928 AND SET IN THE TOP OF A CONCRETE POST.
 RC1342
 RC1342                          STATION RECOVERY (1985)
 RC1342
 RC1342'RECOVERY NOTE BY US POWER SQUADRON 1985
 RC1342'DESCRIPTION ADEQUATE: MAY HELP TO SAY THAT STATION IS ON EAST SIDE OF
 RC1342'HIGHWAY 216 AND ACROSS HIGHWAY FROM A CLEARED GRASSY, SWAMPY AREA AT
 RC1342'THE SOUTH END OF A CURVE. WITNESS POST RECOVERED BUT BURNED OFF.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1307 ***********************************************************************
 RC1307  DESIGNATION -  3041 2 M N
 RC1307  PID         -  RC1307
 RC1307  STATE/COUNTY-  OR/WASCO
 RC1307  USGS QUAD   -  WAPINITIA PASS (1996)
 RC1307
 RC1307                         *CURRENT SURVEY CONTROL
 RC1307  ___________________________________________________________________
 RC1307* NAD 83(1986)-  45 11 14.     (N)    121 40 41.     (W)     SCALED    
 RC1307* NAVD 88     -      1146.472  (meters)    3761.38   (feet)  ADJUSTED  
 RC1307  ___________________________________________________________________
 RC1307  GEOID HEIGHT-         -20.89  (meters)                     GEOID03
 RC1307  DYNAMIC HT  -        1146.156 (meters)    3760.35  (feet)  COMP
 RC1307  MODELED GRAV-     980,301.4   (mgal)                       NAVD 88
 RC1307
 RC1307  VERT ORDER  -  SECOND    CLASS 0
 RC1307
 RC1307.The horizontal coordinates were scaled from a topographic map and have
 RC1307.an estimated accuracy of +/- 6 seconds.
 RC1307
 RC1307.The orthometric height was determined by differential leveling
 RC1307.and adjusted in June 1991.
 RC1307
 RC1307.The geoid height was determined by GEOID03.
 RC1307
 RC1307.The dynamic height is computed by dividing the NAVD 88
 RC1307.geopotential number by the normal gravity value computed on the
 RC1307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1307.degrees latitude (g = 980.6199 gals.).
 RC1307
 RC1307.The modeled gravity was interpolated from observed gravity values.
 RC1307
 RC1307;                    North         East    Units  Estimated Accuracy
 RC1307;SPC OR N     -   169,640.    2,407,430.      MT  (+/- 180 meters Scaled)
 RC1307
 RC1307                          SUPERSEDED SURVEY CONTROL
 RC1307
 RC1307  NGVD 29 (??/??/92) 1145.334  (m)         3757.65   (f) ADJ UNCH    2 0
 RC1307
 RC1307.Superseded values are not recommended for survey control.
 RC1307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1307.See file dsdata.txt to determine how the superseded data were derived.
 RC1307
 RC1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR038045(NAD 83)
 RC1307_MARKER: DD = SURVEY DISK
 RC1307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC1307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC1307_STAMPING: 3041 2 M N
 RC1307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1307+STABILITY: SURFACE MOTION
 RC1307
 RC1307  HISTORY     - Date     Condition        Report By
 RC1307  HISTORY     - UNK      MONUMENTED       BPR
 RC1307  HISTORY     - 1947     GOOD             NGS
 RC1307  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 RC1307
 RC1307                          STATION DESCRIPTION
 RC1307
 RC1307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 RC1307'10.55 MI NW FROM BEAR SPRINGS.
 RC1307'10.55 MILES NORTHWEST ALONG THE WAPINITIA HIGHWAY (OREGON 50) FROM
 RC1307'BEAR SPRINGS, WASCO COUNTY, ABOUT 0.9 MILE NORTHWEST OF THE JUNCTION
 RC1307'OF THE OREGON SKYLINE ROAD, AT SURVEY STATION 416+35, NEAR THE
 RC1307'NORTHWEST END OF A CUT, AT THE SOUTHEAST END OF A LONG TANGENT, AND 35
 RC1307'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY.  A UNITED STATES
 RC1307'BUREAU OF PUBLIC ROADS STANDARD DISK, STAMPED 3041 2 M N AND SET IN
 RC1307'THE TOP OF A CONCRETE POST.
 RC1307
 RC1307                          STATION RECOVERY (1985)
 RC1307
 RC1307'RECOVERY NOTE BY US POWER SQUADRON 1985
 RC1307'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1306 ***********************************************************************
 RC1306  DESIGNATION -  3041 2 M S
 RC1306  PID         -  RC1306
 RC1306  STATE/COUNTY-  OR/WASCO
 RC1306  USGS QUAD   -  WAPINITIA PASS (1996)
 RC1306
 RC1306                         *CURRENT SURVEY CONTROL
 RC1306  ___________________________________________________________________
 RC1306* NAD 83(1986)-  45 11 12.     (N)    121 40 44.     (W)     SCALED    
 RC1306* NAVD 88     -      1145.11   (+/-2cm)    3756.9    (feet)  VERTCON   
 RC1306  ___________________________________________________________________
 RC1306  GEOID HEIGHT-         -20.89  (meters)                     GEOID03
 RC1306  VERT ORDER  -  ? (See Below)
 RC1306
 RC1306.The horizontal coordinates were scaled from a topographic map and have
 RC1306.an estimated accuracy of +/- 6 seconds.
 RC1306
 RC1306.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC1306.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC1306.The vertical order pertains to the NGVD 29 superseded value.
 RC1306
 RC1306.The geoid height was determined by GEOID03.
 RC1306
 RC1306;                    North         East    Units  Estimated Accuracy
 RC1306;SPC OR N     -   169,580.    2,407,360.      MT  (+/- 180 meters Scaled)
 RC1306
 RC1306                          SUPERSEDED SURVEY CONTROL
 RC1306
 RC1306  NGVD 29 (??/??/92) 1143.982  (m)         3753.21   (f) ADJ UNCH    ?  
 RC1306
 RC1306.Superseded values are not recommended for survey control.
 RC1306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1306.See file dsdata.txt to determine how the superseded data were derived.
 RC1306
 RC1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR037045(NAD 83)
 RC1306_MARKER: DD = SURVEY DISK
 RC1306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC1306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC1306_STAMPING: 3041 2 M S
 RC1306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1306+STABILITY: SURFACE MOTION
 RC1306
 RC1306  HISTORY     - Date     Condition        Report By
 RC1306  HISTORY     - UNK      MONUMENTED       BPR
 RC1306  HISTORY     - 1947     GOOD             NGS
 RC1306
 RC1306                          STATION DESCRIPTION
 RC1306
 RC1306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 RC1306'10.55 MI NW FROM BEAR SPRINGS.
 RC1306'10.55 MILES NORTHWEST ALONG THE WAPINITIA HIGHWAY (OREGON 50) FROM
 RC1306'BEAR SPRINGS, WASCO COUNTY ABOUT 0.9 MILE NORTHWEST OF THE JUNCTION OF
 RC1306'THE OREGON SKYLINE ROAD, AT SURVEY STATION 416+35, NEAR THE NORTHWEST
 RC1306'END OF A CUT, AT THE SOUTHEAST END OF A LONG TANGENT, AND 36 FEET
 RC1306'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY.  A UNITED STATES BUREAU
 RC1306'OF PUBLIC ROADS STANDARD DISK, STAMPED 3041 2 M S AND SET IN THE TOP
 RC1306'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1344 ***********************************************************************
 RC1344  DESIGNATION -  3041 20
 RC1344  PID         -  RC1344
 RC1344  STATE/COUNTY-  OR/WASCO
 RC1344  USGS QUAD   -  BEAVER BUTTE (1996)
 RC1344
 RC1344                         *CURRENT SURVEY CONTROL
 RC1344  ___________________________________________________________________
 RC1344* NAD 83(1986)-  45 06 49.     (N)    121 31 02.     (W)     SCALED    
 RC1344* NAVD 88     -       976.104  (meters)    3202.43   (feet)  ADJUSTED  
 RC1344  ___________________________________________________________________
 RC1344  GEOID HEIGHT-         -21.03  (meters)                     GEOID03
 RC1344  DYNAMIC HT  -         975.862 (meters)    3201.64  (feet)  COMP
 RC1344  MODELED GRAV-     980,335.3   (mgal)                       NAVD 88
 RC1344
 RC1344  VERT ORDER  -  SECOND    CLASS 0
 RC1344
 RC1344.The horizontal coordinates were scaled from a topographic map and have
 RC1344.an estimated accuracy of +/- 6 seconds.
 RC1344
 RC1344.The orthometric height was determined by differential leveling
 RC1344.and adjusted in June 1991.
 RC1344
 RC1344.The geoid height was determined by GEOID03.
 RC1344
 RC1344.The dynamic height is computed by dividing the NAVD 88
 RC1344.geopotential number by the normal gravity value computed on the
 RC1344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1344.degrees latitude (g = 980.6199 gals.).
 RC1344
 RC1344.The modeled gravity was interpolated from observed gravity values.
 RC1344
 RC1344;                    North         East    Units  Estimated Accuracy
 RC1344;SPC OR N     -   161,290.    2,419,960.      MT  (+/- 180 meters Scaled)
 RC1344
 RC1344                          SUPERSEDED SURVEY CONTROL
 RC1344
 RC1344  NGVD 29 (??/??/92)  975.004  (m)         3198.83   (f) ADJ UNCH    2 0
 RC1344
 RC1344.Superseded values are not recommended for survey control.
 RC1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1344.See file dsdata.txt to determine how the superseded data were derived.
 RC1344
 RC1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ166966(NAD 83)
 RC1344_MARKER: DD = SURVEY DISK
 RC1344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC1344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC1344_STAMPING: 3197 3041 20 1928
 RC1344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1344+STABILITY: SURFACE MOTION
 RC1344
 RC1344  HISTORY     - Date     Condition        Report By
 RC1344  HISTORY     - 1928     MONUMENTED       BPR
 RC1344  HISTORY     - 1934     GOOD             NGS
 RC1344
 RC1344                          STATION DESCRIPTION
 RC1344
 RC1344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RC1344'0.5 MI E FROM BEAR SPRINGS.
 RC1344'0.5 MILE EAST ALONG THE WAPINITIA HIGHWAY (OREGON 50) FROM BEAR
 RC1344'SPRINGS, WASCO COUNTY, AT THE WEST END OF A TANGENT, 44 FEET SOUTH OF
 RC1344'SURVEY STATION 655+27, AND 35 FEET EAST OF THE CENTER LINE OF THE
 RC1344'HIGHWAY.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK,
 RC1344'STAMPED 3197 3041 20 1928 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1345 ***********************************************************************
 RC1345  DESIGNATION -  3041 21
 RC1345  PID         -  RC1345
 RC1345  STATE/COUNTY-  OR/WASCO
 RC1345  USGS QUAD   -  BEAVER BUTTE (1996)
 RC1345
 RC1345                         *CURRENT SURVEY CONTROL
 RC1345  ___________________________________________________________________
 RC1345* NAD 83(1986)-  45 06 31.     (N)    121 30 50.     (W)     SCALED    
 RC1345* NAVD 88     -       972.732  (meters)    3191.37   (feet)  ADJUSTED  
 RC1345  ___________________________________________________________________
 RC1345  GEOID HEIGHT-         -21.03  (meters)                     GEOID03
 RC1345  DYNAMIC HT  -         972.490 (meters)    3190.58  (feet)  COMP
 RC1345  MODELED GRAV-     980,334.8   (mgal)                       NAVD 88
 RC1345
 RC1345  VERT ORDER  -  SECOND    CLASS 0
 RC1345
 RC1345.The horizontal coordinates were scaled from a topographic map and have
 RC1345.an estimated accuracy of +/- 6 seconds.
 RC1345
 RC1345.The orthometric height was determined by differential leveling
 RC1345.and adjusted in June 1991.
 RC1345
 RC1345.The geoid height was determined by GEOID03.
 RC1345
 RC1345.The dynamic height is computed by dividing the NAVD 88
 RC1345.geopotential number by the normal gravity value computed on the
 RC1345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1345.degrees latitude (g = 980.6199 gals.).
 RC1345
 RC1345.The modeled gravity was interpolated from observed gravity values.
 RC1345
 RC1345;                    North         East    Units  Estimated Accuracy
 RC1345;SPC OR N     -   160,730.    2,420,220.      MT  (+/- 180 meters Scaled)
 RC1345
 RC1345                          SUPERSEDED SURVEY CONTROL
 RC1345
 RC1345  NGVD 29 (??/??/92)  971.631  (m)         3187.76   (f) ADJ UNCH    2 0
 RC1345
 RC1345.Superseded values are not recommended for survey control.
 RC1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1345.See file dsdata.txt to determine how the superseded data were derived.
 RC1345
 RC1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ169960(NAD 83)
 RC1345_MARKER: DD = SURVEY DISK
 RC1345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC1345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC1345_STAMPING: 3186 3041 21 1928
 RC1345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1345+STABILITY: SURFACE MOTION
 RC1345
 RC1345  HISTORY     - Date     Condition        Report By
 RC1345  HISTORY     - 1928     MONUMENTED       BPR
 RC1345  HISTORY     - 1934     GOOD             NGS
 RC1345
 RC1345                          STATION DESCRIPTION
 RC1345
 RC1345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RC1345'0.9 MI E FROM BEAR SPRINGS.
 RC1345'0.9 MILE EAST ALONG THE WAPINITIA HIGHWAY (OREGON 50) FROM BEAR
 RC1345'SPRINGS, WASCO COUNTY, AT THE EAST END OF A TANGENT, 40 FEET SOUTH OF
 RC1345'SURVEY STATION 672+35, AND 35 FEET EAST OF THE CENTER LINE OF THE
 RC1345'HIGHWAY.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK,
 RC1345'STAMPED 3186 3041 21 1928 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1217 ***********************************************************************
 RC1217  DESIGNATION -  3041 22
 RC1217  PID         -  RC1217
 RC1217  STATE/COUNTY-  OR/WASCO
 RC1217  USGS QUAD   -  BEAVER BUTTE (1996)
 RC1217
 RC1217                         *CURRENT SURVEY CONTROL
 RC1217  ___________________________________________________________________
 RC1217* NAD 83(1986)-  45 06 14.     (N)    121 30 13.     (W)     SCALED    
 RC1217* NAVD 88     -      1006.595  (meters)    3302.47   (feet)  ADJUSTED  
 RC1217  ___________________________________________________________________
 RC1217  GEOID HEIGHT-         -21.05  (meters)                     GEOID03
 RC1217  DYNAMIC HT  -        1006.347 (meters)    3301.66  (feet)  COMP
 RC1217  MODELED GRAV-     980,335.9   (mgal)                       NAVD 88
 RC1217
 RC1217  VERT ORDER  -  SECOND    CLASS 0
 RC1217
 RC1217.The horizontal coordinates were scaled from a topographic map and have
 RC1217.an estimated accuracy of +/- 6 seconds.
 RC1217
 RC1217.The orthometric height was determined by differential leveling
 RC1217.and adjusted in June 1991.
 RC1217
 RC1217.The geoid height was determined by GEOID03.
 RC1217
 RC1217.The dynamic height is computed by dividing the NAVD 88
 RC1217.geopotential number by the normal gravity value computed on the
 RC1217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1217.degrees latitude (g = 980.6199 gals.).
 RC1217
 RC1217.The modeled gravity was interpolated from observed gravity values.
 RC1217
 RC1217;                    North         East    Units  Estimated Accuracy
 RC1217;SPC OR N     -   160,200.    2,421,020.      MT  (+/- 180 meters Scaled)
 RC1217
 RC1217                          SUPERSEDED SURVEY CONTROL
 RC1217
 RC1217  NGVD 29 (??/??/92) 1005.496  (m)         3298.86   (f) ADJ UNCH    2 0
 RC1217
 RC1217.Superseded values are not recommended for survey control.
 RC1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1217.See file dsdata.txt to determine how the superseded data were derived.
 RC1217
 RC1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ177955(NAD 83)
 RC1217_MARKER: DD = SURVEY DISK
 RC1217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC1217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC1217_STAMPING: 3297 3041 22 1928
 RC1217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1217+STABILITY: SURFACE MOTION
 RC1217
 RC1217  HISTORY     - Date     Condition        Report By
 RC1217  HISTORY     - 1928     MONUMENTED       BPR
 RC1217  HISTORY     - 1934     GOOD             NGS
 RC1217  HISTORY     - 1955     MARK NOT FOUND   BPR
 RC1217  HISTORY     - 1983     MARK NOT FOUND
 RC1217  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 RC1217
 RC1217                          STATION DESCRIPTION
 RC1217
 RC1217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RC1217'1.5 MI E FROM BEAR SPRINGS.
 RC1217'1.5 MILES EAST ALONG THE WAPINITIA HIGHWAY (OREGON 50) FROM BEAR
 RC1217'SPRINGS, WASCO COUNTY, AT THE WEST END OF A TANGENT, 40 FEET SOUTH OF
 RC1217'SURVEY STATION 716+34, AND 35 FEET EAST OF THE CENTER LINE OF THE
 RC1217'HIGHWAY.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK,
 RC1217'STAMPED 3297 3041 22 1928 AND SET IN THE TOP OF A CONCRETE POST.
 RC1217
 RC1217                          STATION RECOVERY (1955)
 RC1217
 RC1217'RECOVERY NOTE BY US BUREAU OF PUBLIC ROADS 1955
 RC1217'MARK NOT FOUND.
 RC1217
 RC1217                          STATION RECOVERY (1983)
 RC1217
 RC1217'RECOVERED 1983
 RC1217'MARK NOT FOUND.
 RC1217
 RC1217                          STATION RECOVERY (1985)
 RC1217
 RC1217'RECOVERY NOTE BY US POWER SQUADRON 1985
 RC1217'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1218 ***********************************************************************
 RC1218  DESIGNATION -  3041 24
 RC1218  PID         -  RC1218
 RC1218  STATE/COUNTY-  OR/WASCO
 RC1218  USGS QUAD   -  FOREMAN POINT (1996)
 RC1218
 RC1218                         *CURRENT SURVEY CONTROL
 RC1218  ___________________________________________________________________
 RC1218* NAD 83(1986)-  45 06 08.     (N)    121 29 42.     (W)     SCALED    
 RC1218* NAVD 88     -       989.314  (meters)    3245.77   (feet)  ADJUSTED  
 RC1218  ___________________________________________________________________
 RC1218  GEOID HEIGHT-         -21.06  (meters)                     GEOID03
 RC1218  DYNAMIC HT  -         989.075 (meters)    3244.99  (feet)  COMP
 RC1218  MODELED GRAV-     980,340.4   (mgal)                       NAVD 88
 RC1218
 RC1218  VERT ORDER  -  SECOND    CLASS 0
 RC1218
 RC1218.The horizontal coordinates were scaled from a topographic map and have
 RC1218.an estimated accuracy of +/- 6 seconds.
 RC1218
 RC1218.The orthometric height was determined by differential leveling
 RC1218.and adjusted in June 1991.
 RC1218
 RC1218.The geoid height was determined by GEOID03.
 RC1218
 RC1218.The dynamic height is computed by dividing the NAVD 88
 RC1218.geopotential number by the normal gravity value computed on the
 RC1218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1218.degrees latitude (g = 980.6199 gals.).
 RC1218
 RC1218.The modeled gravity was interpolated from observed gravity values.
 RC1218
 RC1218;                    North         East    Units  Estimated Accuracy
 RC1218;SPC OR N     -   160,000.    2,421,700.      MT  (+/- 180 meters Scaled)
 RC1218
 RC1218                          SUPERSEDED SURVEY CONTROL
 RC1218
 RC1218  NGVD 29 (??/??/92)  988.220  (m)         3242.19   (f) ADJ UNCH    2 0
 RC1218
 RC1218.Superseded values are not recommended for survey control.
 RC1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1218.See file dsdata.txt to determine how the superseded data were derived.
 RC1218
 RC1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ184954(NAD 83)
 RC1218_MARKER: DD = SURVEY DISK
 RC1218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC1218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC1218_STAMPING: 3240 3041 24 1928
 RC1218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1218+STABILITY: SURFACE MOTION
 RC1218
 RC1218  HISTORY     - Date     Condition        Report By
 RC1218  HISTORY     - 1928     MONUMENTED       BPR
 RC1218  HISTORY     - 1934     GOOD             NGS
 RC1218  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RC1218
 RC1218                          STATION DESCRIPTION
 RC1218
 RC1218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RC1218'2.0 MI E FROM BEAR SPRINGS.
 RC1218'2.0 MILES EAST ALONG THE WAPINITIA HIGHWAY (OREGON 50) FROM BEAR
 RC1218'SPRINGS, WASCO COUNTY, AT THE WEST END OF A TANGENT, 40 FEET SOUTH OF
 RC1218'SURVEY STATION 740+ 80, AND 35 FEET EAST OF THE CENTER LINE OF THE
 RC1218'HIGHWAY.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK,
 RC1218'STAMPED 3240 3041 24 1928 AND SET IN THE TOP OF A CONCRETE POST.
 RC1218
 RC1218                          STATION RECOVERY (1988)
 RC1218
 RC1218'RECOVERY NOTE BY US POWER SQUADRON 1988
 RC1218'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1220 ***********************************************************************
 RC1220  DESIGNATION -  3041 25
 RC1220  PID         -  RC1220
 RC1220  STATE/COUNTY-  OR/WASCO
 RC1220  USGS QUAD   -  FOREMAN POINT (1996)
 RC1220
 RC1220                         *CURRENT SURVEY CONTROL
 RC1220  ___________________________________________________________________
 RC1220* NAD 83(1986)-  45 06 14.     (N)    121 28 51.     (W)     SCALED    
 RC1220* NAVD 88     -       966.788  (meters)    3171.87   (feet)  ADJUSTED  
 RC1220  ___________________________________________________________________
 RC1220  GEOID HEIGHT-         -21.08  (meters)                     GEOID03
 RC1220  DYNAMIC HT  -         966.560 (meters)    3171.12  (feet)  COMP
 RC1220  MODELED GRAV-     980,347.3   (mgal)                       NAVD 88
 RC1220
 RC1220  VERT ORDER  -  SECOND    CLASS 0
 RC1220
 RC1220.The horizontal coordinates were scaled from a topographic map and have
 RC1220.an estimated accuracy of +/- 6 seconds.
 RC1220
 RC1220.The orthometric height was determined by differential leveling
 RC1220.and adjusted in June 1991.
 RC1220
 RC1220.The geoid height was determined by GEOID03.
 RC1220
 RC1220.The dynamic height is computed by dividing the NAVD 88
 RC1220.geopotential number by the normal gravity value computed on the
 RC1220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1220.degrees latitude (g = 980.6199 gals.).
 RC1220
 RC1220.The modeled gravity was interpolated from observed gravity values.
 RC1220
 RC1220;                    North         East    Units  Estimated Accuracy
 RC1220;SPC OR N     -   160,170.    2,422,810.      MT  (+/- 180 meters Scaled)
 RC1220
 RC1220                          SUPERSEDED SURVEY CONTROL
 RC1220
 RC1220  NGVD 29 (??/??/92)  965.699  (m)         3168.30   (f) ADJ UNCH    2 0
 RC1220
 RC1220.Superseded values are not recommended for survey control.
 RC1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1220.See file dsdata.txt to determine how the superseded data were derived.
 RC1220
 RC1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ195956(NAD 83)
 RC1220_MARKER: DD = SURVEY DISK
 RC1220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC1220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC1220_STAMPING: 3166 3041 25 1928
 RC1220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1220+STABILITY: SURFACE MOTION
 RC1220
 RC1220  HISTORY     - Date     Condition        Report By
 RC1220  HISTORY     - 1928     MONUMENTED       BPR
 RC1220  HISTORY     - 1934     GOOD             NGS
 RC1220  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 RC1220
 RC1220                          STATION DESCRIPTION
 RC1220
 RC1220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RC1220'2.6 MI E FROM BEAR SPRINGS.
 RC1220'2.6 MILES EAST ALONG THE WAPINITIA HIGHWAY (OREGON 50) FROM BEAR
 RC1220'SPRINGS, WASCO COUNTY, BETWEEN RANGE LINES 10 AND 11 EAST, NEAR THE
 RC1220'EAST END OF A TANGENT, AND 33 FEET SOUTH OF THE CENTER LINE OF THE
 RC1220'HIGHWAY.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK,
 RC1220'STAMPED 3166 3041 25 1928 AND SET IN THE TOP OF A CONCRETE POST.
 RC1220
 RC1220                          STATION RECOVERY (1985)
 RC1220
 RC1220'RECOVERY NOTE BY US POWER SQUADRON 1985
 RC1220'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1221 ***********************************************************************
 RC1221  DESIGNATION -  3041 26
 RC1221  PID         -  RC1221
 RC1221  STATE/COUNTY-  OR/WASCO
 RC1221  USGS QUAD   -  FOREMAN POINT (1996)
 RC1221
 RC1221                         *CURRENT SURVEY CONTROL
 RC1221  ___________________________________________________________________
 RC1221* NAD 83(1986)-  45 06 16.     (N)    121 27 39.     (W)     SCALED    
 RC1221* NAVD 88     -       964.519  (meters)    3164.43   (feet)  ADJUSTED  
 RC1221  ___________________________________________________________________
 RC1221  GEOID HEIGHT-         -21.10  (meters)                     GEOID03
 RC1221  DYNAMIC HT  -         964.298 (meters)    3163.70  (feet)  COMP
 RC1221  MODELED GRAV-     980,353.6   (mgal)                       NAVD 88
 RC1221
 RC1221  VERT ORDER  -  SECOND    CLASS 0
 RC1221
 RC1221.The horizontal coordinates were scaled from a topographic map and have
 RC1221.an estimated accuracy of +/- 6 seconds.
 RC1221
 RC1221.The orthometric height was determined by differential leveling
 RC1221.and adjusted in June 1991.
 RC1221
 RC1221.The geoid height was determined by GEOID03.
 RC1221
 RC1221.The dynamic height is computed by dividing the NAVD 88
 RC1221.geopotential number by the normal gravity value computed on the
 RC1221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1221.degrees latitude (g = 980.6199 gals.).
 RC1221
 RC1221.The modeled gravity was interpolated from observed gravity values.
 RC1221
 RC1221;                    North         East    Units  Estimated Accuracy
 RC1221;SPC OR N     -   160,220.    2,424,390.      MT  (+/- 180 meters Scaled)
 RC1221
 RC1221                          SUPERSEDED SURVEY CONTROL
 RC1221
 RC1221  NGVD 29 (??/??/92)  963.436  (m)         3160.87   (f) ADJ UNCH    2 0
 RC1221
 RC1221.Superseded values are not recommended for survey control.
 RC1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1221.See file dsdata.txt to determine how the superseded data were derived.
 RC1221
 RC1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ210957(NAD 83)
 RC1221_MARKER: DD = SURVEY DISK
 RC1221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC1221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC1221_STAMPING: 3159 3041 26 1928
 RC1221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1221+STABILITY: SURFACE MOTION
 RC1221
 RC1221  HISTORY     - Date     Condition        Report By
 RC1221  HISTORY     - 1928     MONUMENTED       BPR
 RC1221  HISTORY     - 1934     GOOD             NGS
 RC1221
 RC1221                          STATION DESCRIPTION
 RC1221
 RC1221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RC1221'3.6 MI E FROM BEAR SPRINGS.
 RC1221'3.6 MILES EAST ALONG THE WAPINITIA HIGHWAY (OREGON 50) FROM BEAR
 RC1221'SPRINGS, WASCO COUNTY, AT THE EAST BOUNDARY OF THE MOUNT HOOD NATIONAL
 RC1221'FOREST, AND 30 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY. A UNITED
 RC1221'STATES BUREAU OF PUBLIC ROADS STANDARD DISK, STAMPED 3159 3041 26 1928
 RC1221'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1222 ***********************************************************************
 RC1222  DESIGNATION -  3041 26 3158
 RC1222  PID         -  RC1222
 RC1222  STATE/COUNTY-  OR/WASCO
 RC1222  USGS QUAD   -  FOREMAN POINT (1996)
 RC1222
 RC1222                         *CURRENT SURVEY CONTROL
 RC1222  ___________________________________________________________________
 RC1222* NAD 83(1986)-  45 06 16.     (N)    121 27 40.     (W)     SCALED    
 RC1222* NAVD 88     -       964.097  (meters)    3163.04   (feet)  ADJUSTED  
 RC1222  ___________________________________________________________________
 RC1222  GEOID HEIGHT-         -21.10  (meters)                     GEOID03
 RC1222  DYNAMIC HT  -         963.876 (meters)    3162.32  (feet)  COMP
 RC1222  MODELED GRAV-     980,353.6   (mgal)                       NAVD 88
 RC1222
 RC1222  VERT ORDER  -  SECOND    CLASS 0
 RC1222
 RC1222.The horizontal coordinates were scaled from a topographic map and have
 RC1222.an estimated accuracy of +/- 6 seconds.
 RC1222
 RC1222.The orthometric height was determined by differential leveling
 RC1222.and adjusted in June 1991.
 RC1222
 RC1222.The geoid height was determined by GEOID03.
 RC1222
 RC1222.The dynamic height is computed by dividing the NAVD 88
 RC1222.geopotential number by the normal gravity value computed on the
 RC1222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1222.degrees latitude (g = 980.6199 gals.).
 RC1222
 RC1222.The modeled gravity was interpolated from observed gravity values.
 RC1222
 RC1222;                    North         East    Units  Estimated Accuracy
 RC1222;SPC OR N     -   160,220.    2,424,370.      MT  (+/- 180 meters Scaled)
 RC1222
 RC1222                          SUPERSEDED SURVEY CONTROL
 RC1222
 RC1222  NGVD 29 (??/??/92)  963.01   (m)         3159.5    (f) COMPUTED    2 0
 RC1222
 RC1222.Superseded values are not recommended for survey control.
 RC1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1222.See file dsdata.txt to determine how the superseded data were derived.
 RC1222
 RC1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ210957(NAD 83)
 RC1222_MARKER: DD = SURVEY DISK
 RC1222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC1222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC1222_STAMPING: 3158 3041 26 1928
 RC1222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1222+STABILITY: SURFACE MOTION
 RC1222
 RC1222  HISTORY     - Date     Condition        Report By
 RC1222  HISTORY     - 1928     MONUMENTED       BPR
 RC1222  HISTORY     - 1934     GOOD             NGS
 RC1222  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 RC1222
 RC1222                          STATION DESCRIPTION
 RC1222
 RC1222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RC1222'3.6 MI E FROM BEAR SPRINGS.
 RC1222'3.6 MILES EAST ALONG THE WAPINITIA HIGHWAY (OREGON 50) FROM BEAR
 RC1222'SPRINGS, WASCO COUNTY, AT THE EAST BOUNDARY OF THE MOUNT HOOD NATIONAL
 RC1222'FOREST, AND 35 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY. A UNITED
 RC1222'STATES BUREAU OF PUBLIC ROADS STANDARD DISK, STAMPED 3158 3041 26 1928
 RC1222'AND SET IN THE TOP OF A CONCRETE POST.
 RC1222
 RC1222                          STATION RECOVERY (1985)
 RC1222
 RC1222'RECOVERY NOTE BY US POWER SQUADRON 1985
 RC1222'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1227 ***********************************************************************
 RC1227  DESIGNATION -  3041 27
 RC1227  PID         -  RC1227
 RC1227  STATE/COUNTY-  OR/WASCO
 RC1227  USGS QUAD   -  WAPINITIA (1996)
 RC1227
 RC1227                         *CURRENT SURVEY CONTROL
 RC1227  ___________________________________________________________________
 RC1227* NAD 83(1986)-  45 06 40.     (N)    121 21 32.     (W)     SCALED    
 RC1227* NAVD 88     -       672.066  (meters)    2204.94   (feet)  ADJUSTED  
 RC1227  ___________________________________________________________________
 RC1227  GEOID HEIGHT-         -21.25  (meters)                     GEOID03
 RC1227  DYNAMIC HT  -         671.937 (meters)    2204.51  (feet)  COMP
 RC1227  MODELED GRAV-     980,402.6   (mgal)                       NAVD 88
 RC1227
 RC1227  VERT ORDER  -  SECOND    CLASS 0
 RC1227
 RC1227.The horizontal coordinates were scaled from a topographic map and have
 RC1227.an estimated accuracy of +/- 6 seconds.
 RC1227
 RC1227.The orthometric height was determined by differential leveling
 RC1227.and adjusted in June 1991.
 RC1227
 RC1227.The geoid height was determined by GEOID03.
 RC1227
 RC1227.The dynamic height is computed by dividing the NAVD 88
 RC1227.geopotential number by the normal gravity value computed on the
 RC1227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1227.degrees latitude (g = 980.6199 gals.).
 RC1227
 RC1227.The modeled gravity was interpolated from observed gravity values.
 RC1227
 RC1227;                    North         East    Units  Estimated Accuracy
 RC1227;SPC OR N     -   160,870.    2,432,420.      MT  (+/- 180 meters Scaled)
 RC1227
 RC1227                          SUPERSEDED SURVEY CONTROL
 RC1227
 RC1227  NGVD 29 (??/??/92)  671.007  (m)         2201.46   (f) ADJ UNCH    2 0
 RC1227
 RC1227.Superseded values are not recommended for survey control.
 RC1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1227.See file dsdata.txt to determine how the superseded data were derived.
 RC1227
 RC1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ290966(NAD 83)
 RC1227_MARKER: DD = SURVEY DISK
 RC1227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC1227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC1227_STAMPING: 2200 3041 27 1928
 RC1227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1227+STABILITY: SURFACE MOTION
 RC1227
 RC1227  HISTORY     - Date     Condition        Report By
 RC1227  HISTORY     - 1928     MONUMENTED       BPR
 RC1227  HISTORY     - 1934     GOOD             NGS
 RC1227  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 RC1227
 RC1227                          STATION DESCRIPTION
 RC1227
 RC1227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RC1227'5.9 MI W FROM WAPINITIA.
 RC1227'5.9 MILES WEST ALONG THE WAPINITIA HIGHWAY (OREGON 50) FROM WAPINITIA,
 RC1227'WASCO COUNTY, AT THE NORTH END OF A CURVE, ABOUT 300 FEET NORTH OF A
 RC1227'SERVICE STATION, 6 FEET WEST OF SURVEY STATION 110+00, AND 35 FEET
 RC1227'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY.  A UNITED STATES BUREAU
 RC1227'OF PUBLIC ROADS STANDARD DISK, STAMPED 2200 3041 27 1928 AND SET IN
 RC1227'THE TOP OF A CONCRETE POST.
 RC1227
 RC1227                          STATION RECOVERY (1985)
 RC1227
 RC1227'RECOVERY NOTE BY US POWER SQUADRON 1985
 RC1227'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1333 ***********************************************************************
 RC1333  DESIGNATION -  3041 3
 RC1333  PID         -  RC1333
 RC1333  STATE/COUNTY-  OR/WASCO
 RC1333  USGS QUAD   -  POST POINT (1996)
 RC1333
 RC1333                         *CURRENT SURVEY CONTROL
 RC1333  ___________________________________________________________________
 RC1333* NAD 83(1986)-  45 07 57.     (N)    121 36 34.     (W)     SCALED    
 RC1333* NAVD 88     -      1064.351  (meters)    3491.96   (feet)  ADJUSTED  
 RC1333  ___________________________________________________________________
 RC1333  GEOID HEIGHT-         -20.93  (meters)                     GEOID03
 RC1333  DYNAMIC HT  -        1064.087 (meters)    3491.09  (feet)  COMP
 RC1333  MODELED GRAV-     980,331.2   (mgal)                       NAVD 88
 RC1333
 RC1333  VERT ORDER  -  SECOND    CLASS 0
 RC1333
 RC1333.The horizontal coordinates were scaled from a topographic map and have
 RC1333.an estimated accuracy of +/- 6 seconds.
 RC1333
 RC1333.The orthometric height was determined by differential leveling
 RC1333.and adjusted in June 1991.
 RC1333
 RC1333.The geoid height was determined by GEOID03.
 RC1333
 RC1333.The dynamic height is computed by dividing the NAVD 88
 RC1333.geopotential number by the normal gravity value computed on the
 RC1333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1333.degrees latitude (g = 980.6199 gals.).
 RC1333
 RC1333.The modeled gravity was interpolated from observed gravity values.
 RC1333
 RC1333;                    North         East    Units  Estimated Accuracy
 RC1333;SPC OR N     -   163,480.    2,412,740.      MT  (+/- 180 meters Scaled)
 RC1333
 RC1333                          SUPERSEDED SURVEY CONTROL
 RC1333
 RC1333  NGVD 29 (??/??/92) 1063.246  (m)         3488.33   (f) ADJ UNCH    2 0
 RC1333
 RC1333.Superseded values are not recommended for survey control.
 RC1333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1333.See file dsdata.txt to determine how the superseded data were derived.
 RC1333
 RC1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ093986(NAD 83)
 RC1333_MARKER: DD = SURVEY DISK
 RC1333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC1333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC1333_STAMPING: 3041-3 1928
 RC1333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1333+STABILITY: SURFACE MOTION
 RC1333
 RC1333  HISTORY     - Date     Condition        Report By
 RC1333  HISTORY     - 1928     MONUMENTED       BPR
 RC1333  HISTORY     - 1949     GOOD             NGS
 RC1333  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 RC1333
 RC1333                          STATION DESCRIPTION
 RC1333
 RC1333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 RC1333'4.7 MI NW FROM BEAR SPRINGS R S.
 RC1333'4.7 MILES NORTHWEST ALONG STATE HIGHWAY 50 FROM BEAR SPRINGS RANGER
 RC1333'STATION, 2.1 MILES SOUTHEAST OF A BRIDGE OVER CLEAR CREEK, 30.0 FEET
 RC1333'NORTH OF THE CENTER LINE OF THE HIGHWAY, 26.0 FEET NORTHWEST OF THE
 RC1333'NORTH END OF A 24-INCH COURUGATED METAL PIPE CULVERT, 18 FEET
 RC1333'SOUTHWEST OF A DOUBLE 36-INCH FIR TREE, ABOUT 2 FEET LOWER THAN THE
 RC1333'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT
 RC1333'ABOVE THE GROUND.
 RC1333
 RC1333                          STATION RECOVERY (1985)
 RC1333
 RC1333'RECOVERY NOTE BY US POWER SQUADRON 1985
 RC1333'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1308 ***********************************************************************
 RC1308  DESIGNATION -  3041 3 N
 RC1308  PID         -  RC1308
 RC1308  STATE/COUNTY-  OR/WASCO
 RC1308  USGS QUAD   -  WAPINITIA PASS (1996)
 RC1308
 RC1308                         *CURRENT SURVEY CONTROL
 RC1308  ___________________________________________________________________
 RC1308* NAD 83(1986)-  45 10 44.     (N)    121 40 34.     (W)     SCALED    
 RC1308* NAVD 88     -      1114.729  (meters)    3657.24   (feet)  ADJUSTED  
 RC1308  ___________________________________________________________________
 RC1308  GEOID HEIGHT-         -20.90  (meters)                     GEOID03
 RC1308  DYNAMIC HT  -        1114.434 (meters)    3656.27  (feet)  COMP
 RC1308  MODELED GRAV-     980,312.8   (mgal)                       NAVD 88
 RC1308
 RC1308  VERT ORDER  -  SECOND    CLASS 0
 RC1308
 RC1308.The horizontal coordinates were scaled from a topographic map and have
 RC1308.an estimated accuracy of +/- 6 seconds.
 RC1308
 RC1308.The orthometric height was determined by differential leveling
 RC1308.and adjusted in June 1991.
 RC1308
 RC1308.The geoid height was determined by GEOID03.
 RC1308
 RC1308.The dynamic height is computed by dividing the NAVD 88
 RC1308.geopotential number by the normal gravity value computed on the
 RC1308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1308.degrees latitude (g = 980.6199 gals.).
 RC1308
 RC1308.The modeled gravity was interpolated from observed gravity values.
 RC1308
 RC1308;                    North         East    Units  Estimated Accuracy
 RC1308;SPC OR N     -   168,710.    2,407,570.      MT  (+/- 180 meters Scaled)
 RC1308
 RC1308                          SUPERSEDED SURVEY CONTROL
 RC1308
 RC1308  NGVD 29 (??/??/92) 1113.602  (m)         3653.54   (f) ADJ UNCH    2 0
 RC1308
 RC1308.Superseded values are not recommended for survey control.
 RC1308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1308.See file dsdata.txt to determine how the superseded data were derived.
 RC1308
 RC1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR040036(NAD 83)
 RC1308_MARKER: DD = SURVEY DISK
 RC1308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC1308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC1308_STAMPING: 3041 3 N 1928
 RC1308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1308+STABILITY: SURFACE MOTION
 RC1308
 RC1308  HISTORY     - Date     Condition        Report By
 RC1308  HISTORY     - 1928     MONUMENTED       BPR
 RC1308  HISTORY     - 1942     GOOD             NGS
 RC1308
 RC1308                          STATION DESCRIPTION
 RC1308
 RC1308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 RC1308'9.85 MI NW FROM BEAR SPRINGS.
 RC1308'9.85 MILES NORTHWEST ALONG THE WAPINITIA HIGHWAY (OREGON 50) FROM BEAR
 RC1308'SPRINGS, WASCO COUNTY, ABOUT 0.2 MILE NORTHWEST OF THE JUNCTION OF THE
 RC1308'OREGON SKYLINE ROAD, AT SURVEY STATION 453+00, AND 50 FEET NORTHEAST
 RC1308'OF THE CENTER LINE OF THE HIGHWAY.  A UNITED STATES BUREAU OF PUBLIC
 RC1308'ROADS STANDARD DISK, STAMPED 3041 3 N 1928 AND SET IN THE TOP OF A
 RC1308'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1309 ***********************************************************************
 RC1309  DESIGNATION -  3041 3 S
 RC1309  PID         -  RC1309
 RC1309  STATE/COUNTY-  OR/WASCO
 RC1309  USGS QUAD   -  WAPINITIA PASS (1996)
 RC1309
 RC1309                         *CURRENT SURVEY CONTROL
 RC1309  ___________________________________________________________________
 RC1309* NAD 83(1986)-  45 10 45.     (N)    121 40 35.     (W)     SCALED    
 RC1309* NAVD 88     -      1112.77   (+/-2cm)    3650.8    (feet)  VERTCON   
 RC1309  ___________________________________________________________________
 RC1309  GEOID HEIGHT-         -20.90  (meters)                     GEOID03
 RC1309  VERT ORDER  -  ? (See Below)
 RC1309
 RC1309.The horizontal coordinates were scaled from a topographic map and have
 RC1309.an estimated accuracy of +/- 6 seconds.
 RC1309
 RC1309.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC1309.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC1309.The vertical order pertains to the NGVD 29 superseded value.
 RC1309
 RC1309.The geoid height was determined by GEOID03.
 RC1309
 RC1309;                    North         East    Units  Estimated Accuracy
 RC1309;SPC OR N     -   168,740.    2,407,550.      MT  (+/- 180 meters Scaled)
 RC1309
 RC1309                          SUPERSEDED SURVEY CONTROL
 RC1309
 RC1309  NGVD 29 (??/??/92) 1111.645  (m)         3647.12   (f) ADJ UNCH    ?  
 RC1309
 RC1309.Superseded values are not recommended for survey control.
 RC1309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1309.See file dsdata.txt to determine how the superseded data were derived.
 RC1309
 RC1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR039037(NAD 83)
 RC1309_MARKER: DD = SURVEY DISK
 RC1309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC1309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC1309_STAMPING: 3041 3 S 1928
 RC1309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1309+STABILITY: SURFACE MOTION
 RC1309
 RC1309  HISTORY     - Date     Condition        Report By
 RC1309  HISTORY     - 1928     MONUMENTED       BPR
 RC1309  HISTORY     - 1936     GOOD             ORDT
 RC1309  HISTORY     - 1955     MARK NOT FOUND   USGS
 RC1309  HISTORY     - 1986     GOOD             USPSQD
 RC1309
 RC1309                          STATION DESCRIPTION
 RC1309
 RC1309'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1936
 RC1309'9.85 MI NW FROM BEAR SPRINGS.
 RC1309'9.85 MILES NORTHWEST ALONG THE WAPINITIA HIGHWAY (OREGON 50) FROM BEAR
 RC1309'SPRINGS, WASCO COUNTY, ABOUT 0.2 MILE NORTHWEST OF THE JUNCTION OF THE
 RC1309'OREGON SKYLINE ROAD, AT SURVEY STATION 453+00, AND 22 FEET SOUTHWEST
 RC1309'OF THE CENTER LINE OF THE HIGHWAY.  A UNITED STATES BUREAU OF PUBLIC
 RC1309'ROADS STANDARD DISK, STAMPED 3041 3 S 1928 AND SET IN THE TOP OF A
 RC1309'CONCRETE POST.
 RC1309
 RC1309                          STATION RECOVERY (1955)
 RC1309
 RC1309'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 RC1309'MARK NOT FOUND.
 RC1309
 RC1309                          STATION RECOVERY (1986)
 RC1309
 RC1309'RECOVERY NOTE BY US POWER SQUADRON 1986 (CWE)
 RC1309'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1349 ***********************************************************************
 RC1349  DESIGNATION -  3041 4
 RC1349  PID         -  RC1349
 RC1349  STATE/COUNTY-  OR/WASCO
 RC1349  USGS QUAD   -  POST POINT (1996)
 RC1349
 RC1349                         *CURRENT SURVEY CONTROL
 RC1349  ___________________________________________________________________
 RC1349* NAD 83(1986)-  45 07 53.     (N)    121 36 22.     (W)     SCALED    
 RC1349* NAVD 88     -      1067.952  (meters)    3503.77   (feet)  ADJUSTED  
 RC1349  ___________________________________________________________________
 RC1349  GEOID HEIGHT-         -20.93  (meters)                     GEOID03
 RC1349  DYNAMIC HT  -        1067.687 (meters)    3502.90  (feet)  COMP
 RC1349  MODELED GRAV-     980,331.7   (mgal)                       NAVD 88
 RC1349
 RC1349  VERT ORDER  -  SECOND    CLASS 0
 RC1349
 RC1349.The horizontal coordinates were scaled from a topographic map and have
 RC1349.an estimated accuracy of +/- 6 seconds.
 RC1349
 RC1349.The orthometric height was determined by differential leveling
 RC1349.and adjusted in June 1991.
 RC1349
 RC1349.The geoid height was determined by GEOID03.
 RC1349
 RC1349.The dynamic height is computed by dividing the NAVD 88
 RC1349.geopotential number by the normal gravity value computed on the
 RC1349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1349.degrees latitude (g = 980.6199 gals.).
 RC1349
 RC1349.The modeled gravity was interpolated from observed gravity values.
 RC1349
 RC1349;                    North         East    Units  Estimated Accuracy
 RC1349;SPC OR N     -   163,360.    2,413,000.      MT  (+/- 180 meters Scaled)
 RC1349
 RC1349                          SUPERSEDED SURVEY CONTROL
 RC1349
 RC1349  NGVD 29 (??/??/92) 1066.850  (m)         3500.16   (f) ADJ UNCH    2 0
 RC1349
 RC1349.Superseded values are not recommended for survey control.
 RC1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1349.See file dsdata.txt to determine how the superseded data were derived.
 RC1349
 RC1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ096984(NAD 83)
 RC1349_MARKER: DD = SURVEY DISK
 RC1349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC1349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC1349_STAMPING: 3041-4 1928
 RC1349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1349+STABILITY: SURFACE MOTION
 RC1349
 RC1349  HISTORY     - Date     Condition        Report By
 RC1349  HISTORY     - 1928     MONUMENTED       BPR
 RC1349  HISTORY     - 1949     GOOD             NGS
 RC1349
 RC1349                          STATION DESCRIPTION
 RC1349
 RC1349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 RC1349'4.5 MI NW FROM BEAR SPRINGS R S.
 RC1349'4.5 MILES NORTHWEST ALONG STATE HIGHWAY 50 FROM BEAR SPRINGS RANGER
 RC1349'STATION, 0.2 MILE WEST OF THE Y JUNCTION WITH STATE HIGHWAY 52, 59.8
 RC1349'FEET SOUTH OF AND ACROSS THE HIGHWAY FROM BM 3041-4 RM, 30.8 FEET
 RC1349'SOUTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT 2 FEET HIGHER THAN THE
 RC1349'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 RC1349'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1311 ***********************************************************************
 RC1311  DESIGNATION -  3041 4 N
 RC1311  PID         -  RC1311
 RC1311  STATE/COUNTY-  OR/WASCO
 RC1311  USGS QUAD   -  WAPINITIA PASS (1996)
 RC1311
 RC1311                         *CURRENT SURVEY CONTROL
 RC1311  ___________________________________________________________________
 RC1311* NAD 83(1986)-  45 10 35.     (N)    121 40 36.     (W)     SCALED    
 RC1311* NAVD 88     -      1111.979  (meters)    3648.22   (feet)  ADJUSTED  
 RC1311  ___________________________________________________________________
 RC1311  GEOID HEIGHT-         -20.91  (meters)                     GEOID03
 RC1311  DYNAMIC HT  -        1111.687 (meters)    3647.26  (feet)  COMP
 RC1311  MODELED GRAV-     980,315.5   (mgal)                       NAVD 88
 RC1311
 RC1311  VERT ORDER  -  SECOND    CLASS 0
 RC1311
 RC1311.The horizontal coordinates were scaled from a topographic map and have
 RC1311.an estimated accuracy of +/- 6 seconds.
 RC1311
 RC1311.The orthometric height was determined by differential leveling
 RC1311.and adjusted in June 1991.
 RC1311
 RC1311.The geoid height was determined by GEOID03.
 RC1311
 RC1311.The dynamic height is computed by dividing the NAVD 88
 RC1311.geopotential number by the normal gravity value computed on the
 RC1311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1311.degrees latitude (g = 980.6199 gals.).
 RC1311
 RC1311.The modeled gravity was interpolated from observed gravity values.
 RC1311
 RC1311;                    North         East    Units  Estimated Accuracy
 RC1311;SPC OR N     -   168,440.    2,407,520.      MT  (+/- 180 meters Scaled)
 RC1311
 RC1311                          SUPERSEDED SURVEY CONTROL
 RC1311
 RC1311  NGVD 29 (??/??/92) 1110.856  (m)         3644.53   (f) ADJ UNCH    2 0
 RC1311
 RC1311.Superseded values are not recommended for survey control.
 RC1311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1311.See file dsdata.txt to determine how the superseded data were derived.
 RC1311
 RC1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR039033(NAD 83)
 RC1311_MARKER: DD = SURVEY DISK
 RC1311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC1311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC1311_STAMPING: 3041 4 N 1928
 RC1311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1311+STABILITY: SURFACE MOTION
 RC1311
 RC1311  HISTORY     - Date     Condition        Report By
 RC1311  HISTORY     - 1928     MONUMENTED       BPR
 RC1311  HISTORY     - 1943     GOOD             NGS
 RC1311  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 RC1311
 RC1311                          STATION DESCRIPTION
 RC1311
 RC1311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 RC1311'9.75 MI NW FROM BEAR SPRINGS.
 RC1311'9.75 MILES NORTHWEST ALONG THE WAPINITIA HIGHWAY (OREGON 50) FROM BEAR
 RC1311'SPRINGS, WASCO COUNTY, ABOUT 0.1 MILE WEST OF THE JUNCTION OF THE
 RC1311'OREGON SKYLINE ROAD, AT SURVEY STATION 457+75, 113.5 FEET NORTHWEST OF
 RC1311'A SKYLINE ROAD JUNCTION AHEAD SIGN, AT THE SOUTHEAST END OF A SHORT
 RC1311'TANGENT, 26.5 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND
 RC1311'ABOUT 2 FEET HIGHER THAN THE HIGHWAY.  A UNITED STATES BUREAU OF
 RC1311'PUBLIC ROADS STANDARD DISK, STAMPED 3041 4 N 1928 AND SET IN THE TOP
 RC1311'OF A CONCRETE POST.
 RC1311
 RC1311                          STATION RECOVERY (1985)
 RC1311
 RC1311'RECOVERY NOTE BY US POWER SQUADRON 1985
 RC1311'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1348 ***********************************************************************
 RC1348  DESIGNATION -  3041 4 RM
 RC1348  PID         -  RC1348
 RC1348  STATE/COUNTY-  OR/WASCO
 RC1348  USGS QUAD   -  POST POINT (1996)
 RC1348
 RC1348                         *CURRENT SURVEY CONTROL
 RC1348  ___________________________________________________________________
 RC1348* NAD 83(1986)-  45 07 54.     (N)    121 36 22.     (W)     SCALED    
 RC1348* NAVD 88     -      1067.065  (meters)    3500.86   (feet)  ADJUSTED  
 RC1348  ___________________________________________________________________
 RC1348  GEOID HEIGHT-         -20.93  (meters)                     GEOID03
 RC1348  DYNAMIC HT  -        1066.801 (meters)    3500.00  (feet)  COMP
 RC1348  MODELED GRAV-     980,332.0   (mgal)                       NAVD 88
 RC1348
 RC1348  VERT ORDER  -  SECOND    CLASS 0
 RC1348
 RC1348.The horizontal coordinates were scaled from a topographic map and have
 RC1348.an estimated accuracy of +/- 6 seconds.
 RC1348
 RC1348.The orthometric height was determined by differential leveling
 RC1348.and adjusted in June 1991.
 RC1348
 RC1348.The geoid height was determined by GEOID03.
 RC1348
 RC1348.The dynamic height is computed by dividing the NAVD 88
 RC1348.geopotential number by the normal gravity value computed on the
 RC1348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1348.degrees latitude (g = 980.6199 gals.).
 RC1348
 RC1348.The modeled gravity was interpolated from observed gravity values.
 RC1348
 RC1348;                    North         East    Units  Estimated Accuracy
 RC1348;SPC OR N     -   163,390.    2,413,000.      MT  (+/- 180 meters Scaled)
 RC1348
 RC1348                          SUPERSEDED SURVEY CONTROL
 RC1348
 RC1348  NGVD 29 (??/??/92) 1065.916  (m)         3497.09   (f) ADJ UNCH    2 0
 RC1348
 RC1348.Superseded values are not recommended for survey control.
 RC1348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1348.See file dsdata.txt to determine how the superseded data were derived.
 RC1348
 RC1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ096985(NAD 83)
 RC1348_MARKER: DD = SURVEY DISK
 RC1348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC1348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC1348_STAMPING: 3041-4 1928
 RC1348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1348+STABILITY: SURFACE MOTION
 RC1348
 RC1348  HISTORY     - Date     Condition        Report By
 RC1348  HISTORY     - 1928     MONUMENTED       BPR
 RC1348  HISTORY     - 1949     GOOD             NGS
 RC1348
 RC1348                          STATION DESCRIPTION
 RC1348
 RC1348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 RC1348'4.5 MI NW FROM BEAR SPRINGS R S.
 RC1348'4.5 MILES NORTHWEST ALONG STATE HIGHWAY 50 FROM NEAR SPRINGS RANGER
 RC1348'STATION, 0.2 MILE WEST OF THE Y JUNCTION WITH STATE HIGHWAY 52, 59.8
 RC1348'FEET NORTH OF AND ACROSS THE HIGHWAY FROM BM 3041-4, 29.0 FEET NORTH
 RC1348'OF THE CENTER LINE OF THE HIGHWAY, 4 FEET NORTHWEST OF A 36-INCH FIR
 RC1348'TREE, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 RC1348'POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1310 ***********************************************************************
 RC1310  DESIGNATION -  3041 4 S
 RC1310  PID         -  RC1310
 RC1310  STATE/COUNTY-  OR/WASCO
 RC1310  USGS QUAD   -  WAPINITIA PASS (1996)
 RC1310
 RC1310                         *CURRENT SURVEY CONTROL
 RC1310  ___________________________________________________________________
 RC1310* NAD 83(1986)-  45 10 36.     (N)    121 40 36.     (W)     SCALED    
 RC1310* NAVD 88     -      1110.350  (meters)    3642.87   (feet)  ADJUSTED  
 RC1310  ___________________________________________________________________
 RC1310  GEOID HEIGHT-         -20.91  (meters)                     GEOID03
 RC1310  DYNAMIC HT  -        1110.058 (meters)    3641.92  (feet)  COMP
 RC1310  MODELED GRAV-     980,315.2   (mgal)                       NAVD 88
 RC1310
 RC1310  VERT ORDER  -  SECOND    CLASS 0
 RC1310
 RC1310.The horizontal coordinates were scaled from a topographic map and have
 RC1310.an estimated accuracy of +/- 6 seconds.
 RC1310
 RC1310.The orthometric height was determined by differential leveling
 RC1310.and adjusted in June 1991.
 RC1310
 RC1310.The geoid height was determined by GEOID03.
 RC1310
 RC1310.The dynamic height is computed by dividing the NAVD 88
 RC1310.geopotential number by the normal gravity value computed on the
 RC1310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1310.degrees latitude (g = 980.6199 gals.).
 RC1310
 RC1310.The modeled gravity was interpolated from observed gravity values.
 RC1310
 RC1310;                    North         East    Units  Estimated Accuracy
 RC1310;SPC OR N     -   168,470.    2,407,520.      MT  (+/- 180 meters Scaled)
 RC1310
 RC1310                          SUPERSEDED SURVEY CONTROL
 RC1310
 RC1310  NGVD 29 (??/??/92) 1109.226  (m)         3639.19   (f) ADJ UNCH    2 0
 RC1310
 RC1310.Superseded values are not recommended for survey control.
 RC1310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1310.See file dsdata.txt to determine how the superseded data were derived.
 RC1310
 RC1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR039034(NAD 83)
 RC1310_MARKER: DD = SURVEY DISK
 RC1310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC1310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC1310_STAMPING: 3041 4 S 1928
 RC1310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1310+STABILITY: SURFACE MOTION
 RC1310
 RC1310  HISTORY     - Date     Condition        Report By
 RC1310  HISTORY     - 1928     MONUMENTED       BPR
 RC1310  HISTORY     - 1943     GOOD             NGS
 RC1310  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 RC1310
 RC1310                          STATION DESCRIPTION
 RC1310
 RC1310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 RC1310'9.75 MI NW FROM BEAR SPRINGS.
 RC1310'9.75 MILES NORTHWEST ALONG THE WAPINITIA HIGHWAY (OREGON 50) FROM BEAR
 RC1310'SPRINGS, WASCO COUNTY, ABOUT 0.1 MILE NORTHWEST OF THE JUNCTION OF THE
 RC1310'OREGON SKYLINE ROAD, AT SURVEY STATION 457+75, 108.7 FEET WEST OF A
 RC1310'SKYLINE ROAD JUNCTION AHEAD SIGN, AT THE SOUTHEAST END OF A SHORT
 RC1310'TANGENT, 32.7 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 1.5
 RC1310'FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, AND ABOUT 4 FEET LOWER
 RC1310'THAN THE HIGHWAY.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD
 RC1310'DISK, STAMPED 3041 4 S 1928 AND SET IN THE TOP OF A CONCRETE POST.
 RC1310
 RC1310                          STATION RECOVERY (1985)
 RC1310
 RC1310'RECOVERY NOTE BY US POWER SQUADRON 1985
 RC1310'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1312 ***********************************************************************
 RC1312  DESIGNATION -  3041 5 N
 RC1312  PID         -  RC1312
 RC1312  STATE/COUNTY-  OR/WASCO
 RC1312  USGS QUAD   -  WAPINITIA PASS (1996)
 RC1312
 RC1312                         *CURRENT SURVEY CONTROL
 RC1312  ___________________________________________________________________
 RC1312* NAD 83(1986)-  45 10 27.     (N)    121 40 28.     (W)     SCALED    
 RC1312* NAVD 88     -      1107.06   (+/-2cm)    3632.1    (feet)  VERTCON   
 RC1312  ___________________________________________________________________
 RC1312  GEOID HEIGHT-         -20.91  (meters)                     GEOID03
 RC1312  VERT ORDER  -  ? (See Below)
 RC1312
 RC1312.The horizontal coordinates were scaled from a topographic map and have
 RC1312.an estimated accuracy of +/- 6 seconds.
 RC1312
 RC1312.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC1312.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC1312.The vertical order pertains to the NGVD 29 superseded value.
 RC1312
 RC1312.The geoid height was determined by GEOID03.
 RC1312
 RC1312;                    North         East    Units  Estimated Accuracy
 RC1312;SPC OR N     -   168,190.    2,407,690.      MT  (+/- 180 meters Scaled)
 RC1312
 RC1312                          SUPERSEDED SURVEY CONTROL
 RC1312
 RC1312  NGVD 29 (??/??/92) 1105.940  (m)         3628.40   (f) ADJ UNCH    ?  
 RC1312
 RC1312.Superseded values are not recommended for survey control.
 RC1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1312.See file dsdata.txt to determine how the superseded data were derived.
 RC1312
 RC1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR041031(NAD 83)
 RC1312_MARKER: DD = SURVEY DISK
 RC1312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC1312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC1312_STAMPING: 3041 5 N 1926
 RC1312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1312+STABILITY: SURFACE MOTION
 RC1312
 RC1312  HISTORY     - Date     Condition        Report By
 RC1312  HISTORY     - UNK      MONUMENTED       BPR
 RC1312  HISTORY     - 1943     GOOD             NGS
 RC1312
 RC1312                          STATION DESCRIPTION
 RC1312
 RC1312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 RC1312'9.55 MI NW FROM BEAR SPRINGS.
 RC1312'9.55 MILES NORTHWEST ALONG THE WAPINITIA HIGHWAY (OREGON 50) FROM BEAR
 RC1312'SPRINGS, WASCO COUNTY, ABOUT 0.1 MILE SOUTHEAST OF THE JUNCTION OF THE
 RC1312'OREGON SKYLINE ROAD, AT SURVEY STATION 468+40, ABOUT 200 FEET
 RC1312'SOUTHEAST OF A STOCKPILE SITE, AND 28 FEET NORTHEAST OF THE CENTER
 RC1312'LINE OF THE HIGHWAY.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD
 RC1312'DISK, STAMPED 3041 5 N 1928 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1313 ***********************************************************************
 RC1313  DESIGNATION -  3041 5 S
 RC1313  PID         -  RC1313
 RC1313  STATE/COUNTY-  OR/WASCO
 RC1313  USGS QUAD   -  WAPINITIA PASS (1996)
 RC1313
 RC1313                         *CURRENT SURVEY CONTROL
 RC1313  ___________________________________________________________________
 RC1313* NAD 83(1986)-  45 10 27.     (N)    121 40 27.     (W)     SCALED    
 RC1313* NAVD 88     -      1105.64   (+/-2cm)    3627.4    (feet)  VERTCON   
 RC1313  ___________________________________________________________________
 RC1313  GEOID HEIGHT-         -20.91  (meters)                     GEOID03
 RC1313  VERT ORDER  -  ? (See Below)
 RC1313
 RC1313.The horizontal coordinates were scaled from a topographic map and have
 RC1313.an estimated accuracy of +/- 6 seconds.
 RC1313
 RC1313.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC1313.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC1313.The vertical order pertains to the NGVD 29 superseded value.
 RC1313
 RC1313.The geoid height was determined by GEOID03.
 RC1313
 RC1313;                    North         East    Units  Estimated Accuracy
 RC1313;SPC OR N     -   168,190.    2,407,720.      MT  (+/- 180 meters Scaled)
 RC1313
 RC1313                          SUPERSEDED SURVEY CONTROL
 RC1313
 RC1313  NGVD 29 (??/??/92) 1104.516  (m)         3623.73   (f) ADJ UNCH    ?  
 RC1313
 RC1313.Superseded values are not recommended for survey control.
 RC1313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1313.See file dsdata.txt to determine how the superseded data were derived.
 RC1313
 RC1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR041031(NAD 83)
 RC1313_MARKER: DD = SURVEY DISK
 RC1313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC1313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC1313_STAMPING: 3041 5 S 1928
 RC1313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1313+STABILITY: SURFACE MOTION
 RC1313
 RC1313  HISTORY     - Date     Condition        Report By
 RC1313  HISTORY     - 1928     MONUMENTED       BPR
 RC1313  HISTORY     - 1937     GOOD             ORDT
 RC1313  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 RC1313
 RC1313                          STATION DESCRIPTION
 RC1313
 RC1313'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1937
 RC1313'9.55 MI NW FROM BEAR SPRINGS.
 RC1313'9.55 MILES NORTHWEST ALONG THE WAPINITIA HIGHWAY (OREGON 50) FROM BEAR
 RC1313'SPRINGS, WASCO COUNTY, ABOUT 0.1 MILE SOUTHEAST OF THE JUNCTION OF THE
 RC1313'OREGON SKYLINE ROAD, AT SURVEY STATION 468+40, ABOUT 200 FEET
 RC1313'SOUTHEAST OF A STOCKPILE SITE, AND 36 FEET SOUTHWEST OF THE CENTER
 RC1313'LINE OF THE HIGHWAY.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD
 RC1313'DISK, STAMPED 3041 5 S 1928 AND SET IN THE TOP OF A CONCRETE POST.
 RC1313
 RC1313                          STATION RECOVERY (1985)
 RC1313
 RC1313'RECOVERY NOTE BY US POWER SQUADRON 1985
 RC1313'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1315 ***********************************************************************
 RC1315  DESIGNATION -  3041 6 N
 RC1315  PID         -  RC1315
 RC1315  STATE/COUNTY-  OR/WASCO
 RC1315  USGS QUAD   -  WAPINITIA PASS (1996)
 RC1315
 RC1315                         *CURRENT SURVEY CONTROL
 RC1315  ___________________________________________________________________
 RC1315* NAD 83(1986)-  45 10 16.     (N)    121 40 09.     (W)     SCALED    
 RC1315* NAVD 88     -      1099.61   (+/-2cm)    3607.6    (feet)  VERTCON   
 RC1315  ___________________________________________________________________
 RC1315  GEOID HEIGHT-         -20.91  (meters)                     GEOID03
 RC1315  VERT ORDER  -  ? (See Below)
 RC1315
 RC1315.The horizontal coordinates were scaled from a topographic map and have
 RC1315.an estimated accuracy of +/- 6 seconds.
 RC1315
 RC1315.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC1315.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC1315.The vertical order pertains to the NGVD 29 superseded value.
 RC1315
 RC1315.The geoid height was determined by GEOID03.
 RC1315
 RC1315;                    North         East    Units  Estimated Accuracy
 RC1315;SPC OR N     -   167,840.    2,408,100.      MT  (+/- 180 meters Scaled)
 RC1315
 RC1315                          SUPERSEDED SURVEY CONTROL
 RC1315
 RC1315  NGVD 29 (??/??/92) 1098.490  (m)         3603.96   (f) ADJ UNCH    ?  
 RC1315
 RC1315.Superseded values are not recommended for survey control.
 RC1315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1315.See file dsdata.txt to determine how the superseded data were derived.
 RC1315
 RC1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR045028(NAD 83)
 RC1315_MARKER: DD = SURVEY DISK
 RC1315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC1315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC1315_STAMPING: 3041 6 N 1928
 RC1315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1315+STABILITY: SURFACE MOTION
 RC1315
 RC1315  HISTORY     - Date     Condition        Report By
 RC1315  HISTORY     - 1928     MONUMENTED       BPR
 RC1315  HISTORY     - 1937     GOOD             ORDT
 RC1315
 RC1315                          STATION DESCRIPTION
 RC1315
 RC1315'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1937
 RC1315'9.2 MI NW FROM BEAR SPRINGS.
 RC1315'9.2 MILES NORTHWEST ALONG THE WAPINITIA HIGHWAY (OREGON 50) FROM BEAR
 RC1315'SPRINGS, WASCO COUNTY, ABOUT 0.45 MILE SOUTHEAST OF THE JUNCTION OF
 RC1315'THE OREGON SKYLINE ROAD, AT SURVEY STATION 487+40, AT THE TOP OF A
 RC1315'10-FOOT CUT, AND 63 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY.
 RC1315'A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK, STAMPED 3041 6 N
 RC1315'1928 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1314 ***********************************************************************
 RC1314  DESIGNATION -  3041 6 S
 RC1314  PID         -  RC1314
 RC1314  STATE/COUNTY-  OR/WASCO
 RC1314  USGS QUAD   -  WAPINITIA PASS (1996)
 RC1314
 RC1314                         *CURRENT SURVEY CONTROL
 RC1314  ___________________________________________________________________
 RC1314* NAD 83(1986)-  45 10 16.     (N)    121 40 08.     (W)     SCALED    
 RC1314* NAVD 88     -      1098.24   (+/-2cm)    3603.1    (feet)  VERTCON   
 RC1314  ___________________________________________________________________
 RC1314  GEOID HEIGHT-         -20.91  (meters)                     GEOID03
 RC1314  VERT ORDER  -  ? (See Below)
 RC1314
 RC1314.The horizontal coordinates were scaled from a topographic map and have
 RC1314.an estimated accuracy of +/- 6 seconds.
 RC1314
 RC1314.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC1314.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC1314.The vertical order pertains to the NGVD 29 superseded value.
 RC1314
 RC1314.The geoid height was determined by GEOID03.
 RC1314
 RC1314;                    North         East    Units  Estimated Accuracy
 RC1314;SPC OR N     -   167,840.    2,408,120.      MT  (+/- 180 meters Scaled)
 RC1314
 RC1314                          SUPERSEDED SURVEY CONTROL
 RC1314
 RC1314  NGVD 29 (??/??/92) 1097.122  (m)         3599.47   (f) ADJ UNCH    ?  
 RC1314
 RC1314.Superseded values are not recommended for survey control.
 RC1314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1314.See file dsdata.txt to determine how the superseded data were derived.
 RC1314
 RC1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR045028(NAD 83)
 RC1314_MARKER: DE = TRAVERSE STATION DISK
 RC1314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC1314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC1314_STAMPING: 3041 6 S 1928
 RC1314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1314+STABILITY: SURFACE MOTION
 RC1314
 RC1314  HISTORY     - Date     Condition        Report By
 RC1314  HISTORY     - 1928     MONUMENTED       BPR
 RC1314  HISTORY     - 1937     GOOD             ORDT
 RC1314  HISTORY     - 1985     GOOD             USPSQD
 RC1314
 RC1314                          STATION DESCRIPTION
 RC1314
 RC1314'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1937
 RC1314'9.2 MI NW FROM BEAR SPRINGS.
 RC1314'9.2 MILES NORTHWEST ALONG THE WAPINITIA HIGHWAY (OREGON 50) FROM BEAR
 RC1314'SPRINGS, WASCO COUNTY, ABOUT 0.45 MILE SOUTHEAST OF THE JUNCTION OF
 RC1314'THE OREGON SKYLINE ROAD, AT SURVEY STATION 487+24, AT THE SOUTHEAST
 RC1314'END OF A LONG TANGENT, AT THE TOP OF A 10-FOOT CUT, AND 52 FEET
 RC1314'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY.  A UNITED STATES BUREAU
 RC1314'OF PUBLIC ROADS STANDARD DISK, STAMPED 3041 6 S 1928 AND SET IN THE
 RC1314'TOP OF A CONCRETE POST.
 RC1314
 RC1314                          STATION RECOVERY (1985)
 RC1314
 RC1314'RECOVERY NOTE BY US POWER SQUADRON 1985
 RC1314'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1335 ***********************************************************************
 RC1335  DESIGNATION -  3041 7
 RC1335  PID         -  RC1335
 RC1335  STATE/COUNTY-  OR/WASCO
 RC1335  USGS QUAD   -  POST POINT (1996)
 RC1335
 RC1335                         *CURRENT SURVEY CONTROL
 RC1335  ___________________________________________________________________
 RC1335* NAD 83(1986)-  45 07 47.     (N)    121 35 43.     (W)     SCALED    
 RC1335* NAVD 88     -      1056.036  (meters)    3464.68   (feet)  ADJUSTED  
 RC1335  ___________________________________________________________________
 RC1335  GEOID HEIGHT-         -20.94  (meters)                     GEOID03
 RC1335  DYNAMIC HT  -        1055.779 (meters)    3463.83  (feet)  COMP
 RC1335  MODELED GRAV-     980,336.1   (mgal)                       NAVD 88
 RC1335
 RC1335  VERT ORDER  -  SECOND    CLASS 0
 RC1335
 RC1335.The horizontal coordinates were scaled from a topographic map and have
 RC1335.an estimated accuracy of +/- 6 seconds.
 RC1335
 RC1335.The orthometric height was determined by differential leveling
 RC1335.and adjusted in June 1991.
 RC1335
 RC1335.The geoid height was determined by GEOID03.
 RC1335
 RC1335.The dynamic height is computed by dividing the NAVD 88
 RC1335.geopotential number by the normal gravity value computed on the
 RC1335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1335.degrees latitude (g = 980.6199 gals.).
 RC1335
 RC1335.The modeled gravity was interpolated from observed gravity values.
 RC1335
 RC1335;                    North         East    Units  Estimated Accuracy
 RC1335;SPC OR N     -   163,160.    2,413,850.      MT  (+/- 180 meters Scaled)
 RC1335
 RC1335                          SUPERSEDED SURVEY CONTROL
 RC1335
 RC1335  NGVD 29 (??/??/92) 1054.942  (m)         3461.09   (f) ADJ UNCH    2 0
 RC1335
 RC1335.Superseded values are not recommended for survey control.
 RC1335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1335.See file dsdata.txt to determine how the superseded data were derived.
 RC1335
 RC1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ104983(NAD 83)
 RC1335_MARKER: DD = SURVEY DISK
 RC1335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC1335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC1335_STAMPING: 3459 3041-7 1928
 RC1335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1335+STABILITY: SURFACE MOTION
 RC1335
 RC1335  HISTORY     - Date     Condition        Report By
 RC1335  HISTORY     - 1928     MONUMENTED       BPR
 RC1335  HISTORY     - 1949     GOOD             NGS
 RC1335  HISTORY     - 1985     GOOD             USPSQD
 RC1335  HISTORY     - 1986     GOOD             USPSQD
 RC1335
 RC1335                          STATION DESCRIPTION
 RC1335
 RC1335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 RC1335'3.9 MI W FROM BEAR SPRINGS R S.
 RC1335'3.9 MILES WEST ALONG STATE HIGHWAY 50 FROM BEAR SPRINGS RANGER
 RC1335'STATION, 0.4 MILE EAST OF THE Y JUNCTION WITH STATE HIGHWAY 52, 86
 RC1335'FEET SOUTHEAST OF AND ACROSS THE HIGHWAY FROM THE EAST ENTRANCE TO A
 RC1335'STATE HIGHWAY MAINTAINANCE STATION, 30.0 FEET SOUTH OF THE CENTER LINE
 RC1335'OF THE HIGHWAY, ABOUT 2 FEET HIGHER THAN THE HIGHWAY, 1.0 FOOT NORTH
 RC1335'OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RC1335'0.5 FOOT ABOVE THE GROUND.
 RC1335
 RC1335                          STATION RECOVERY (1985)
 RC1335
 RC1335'RECOVERY NOTE BY US POWER SQUADRON 1985
 RC1335'THIS STATION IS ABOUT 0.4 MILE EAST OF JUNCTION OF HIGHWAY 26 AND
 RC1335'HIGHWAY 216, ABOUT 75 FT. EAST OF THE EAST ENTRANCE TO A HIGHWAY
 RC1335'MAINT. STATION AND ABOUT 30 FEET NORTH OF THE CENTER OF HIGHWAY 216,
 RC1335'ABOUT 3 FEET HIGHER THAN THE HIGHWAY AND SET IN A ROUND CONCRETE BASE
 RC1335'ABOUT 0.5 FT. ABOVE THE GROUND.
 RC1335
 RC1335                          STATION RECOVERY (1986)
 RC1335
 RC1335'RECOVERY NOTE BY US POWER SQUADRON 1986 (CWE)
 RC1335'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1317 ***********************************************************************
 RC1317  DESIGNATION -  3041 7 N
 RC1317  PID         -  RC1317
 RC1317  STATE/COUNTY-  OR/WASCO
 RC1317  USGS QUAD   -  WAPINITIA PASS (1996)
 RC1317
 RC1317                         *CURRENT SURVEY CONTROL
 RC1317  ___________________________________________________________________
 RC1317* NAD 83(1986)-  45 10 15.     (N)    121 40 08.     (W)     SCALED    
 RC1317* NAVD 88     -      1098.58   (+/-2cm)    3604.3    (feet)  VERTCON   
 RC1317  ___________________________________________________________________
 RC1317  GEOID HEIGHT-         -20.91  (meters)                     GEOID03
 RC1317  VERT ORDER  -  ? (See Below)
 RC1317
 RC1317.The horizontal coordinates were scaled from a topographic map and have
 RC1317.an estimated accuracy of +/- 6 seconds.
 RC1317
 RC1317.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC1317.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC1317.The vertical order pertains to the NGVD 29 superseded value.
 RC1317
 RC1317.The geoid height was determined by GEOID03.
 RC1317
 RC1317;                    North         East    Units  Estimated Accuracy
 RC1317;SPC OR N     -   167,810.    2,408,120.      MT  (+/- 180 meters Scaled)
 RC1317
 RC1317                          SUPERSEDED SURVEY CONTROL
 RC1317
 RC1317  NGVD 29 (??/??/92) 1097.467  (m)         3600.61   (f) ADJ UNCH    ?  
 RC1317
 RC1317.Superseded values are not recommended for survey control.
 RC1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1317.See file dsdata.txt to determine how the superseded data were derived.
 RC1317
 RC1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR046027(NAD 83)
 RC1317_MARKER: DD = SURVEY DISK
 RC1317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC1317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC1317_STAMPING: 3041 7 N 1928
 RC1317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1317+STABILITY: SURFACE MOTION
 RC1317
 RC1317  HISTORY     - Date     Condition        Report By
 RC1317  HISTORY     - 1928     MONUMENTED       BPR
 RC1317  HISTORY     - 1937     GOOD             ORDT
 RC1317
 RC1317                          STATION DESCRIPTION
 RC1317
 RC1317'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1937
 RC1317'9.2 MI NW FROM BEAR SPRINGS.
 RC1317'9.2 MILES NORTHWEST ALONG THE WAPINITIA HIGHWAY (OREGON 50) FROM BEAR
 RC1317'SPRINGS, WASCO COUNTY, ABOUT 0.45 MILE SOUTHEAST OF THE JUNCTION OF
 RC1317'THE OREGON SKYLINE ROAD, AT SURVEY STATION 488+55, AT THE TOP OF A
 RC1317'10-FOOT CUT, AND 58 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY.
 RC1317'A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK, STAMPED 3041 7 N
 RC1317'1928 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1316 ***********************************************************************
 RC1316  DESIGNATION -  3041 7 S
 RC1316  PID         -  RC1316
 RC1316  STATE/COUNTY-  OR/WASCO
 RC1316  USGS QUAD   -  WAPINITIA PASS (1996)
 RC1316
 RC1316                         *CURRENT SURVEY CONTROL
 RC1316  ___________________________________________________________________
 RC1316* NAD 83(1986)-  45 10 17.     (N)    121 40 07.     (W)     SCALED    
 RC1316* NAVD 88     -      1098.10   (+/-2cm)    3602.7    (feet)  VERTCON   
 RC1316  ___________________________________________________________________
 RC1316  GEOID HEIGHT-         -20.91  (meters)                     GEOID03
 RC1316  VERT ORDER  -  ? (See Below)
 RC1316
 RC1316.The horizontal coordinates were scaled from a topographic map and have
 RC1316.an estimated accuracy of +/- 6 seconds.
 RC1316
 RC1316.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC1316.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC1316.The vertical order pertains to the NGVD 29 superseded value.
 RC1316
 RC1316.The geoid height was determined by GEOID03.
 RC1316
 RC1316;                    North         East    Units  Estimated Accuracy
 RC1316;SPC OR N     -   167,870.    2,408,150.      MT  (+/- 180 meters Scaled)
 RC1316
 RC1316                          SUPERSEDED SURVEY CONTROL
 RC1316
 RC1316  NGVD 29 (??/??/92) 1096.984  (m)         3599.02   (f) ADJ UNCH    ?  
 RC1316
 RC1316.Superseded values are not recommended for survey control.
 RC1316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1316.See file dsdata.txt to determine how the superseded data were derived.
 RC1316
 RC1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR046028(NAD 83)
 RC1316_MARKER: DD = SURVEY DISK
 RC1316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC1316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC1316_STAMPING: 3041 7 S 1928
 RC1316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1316+STABILITY: SURFACE MOTION
 RC1316
 RC1316  HISTORY     - Date     Condition        Report By
 RC1316  HISTORY     - 1928     MONUMENTED       BPR
 RC1316  HISTORY     - 1937     GOOD             ORDT
 RC1316  HISTORY     - 1985     GOOD             USPSQD
 RC1316
 RC1316                          STATION DESCRIPTION
 RC1316
 RC1316'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1937
 RC1316'9.2 MI NW FROM BEAR SPRINGS.
 RC1316'9.2 MILES NORTHWEST ALONG THE WAPINITIA HIGHWAY (OREGON 50) FROM BEAR
 RC1316'SPRINGS, WASCO COUNTY, ABOUT 0.45 MILE SOUTHEAST OF THE JUNCTION OF
 RC1316'THE OREGON SKYLINE ROAD, AT SURVEY STATION 487+53, AT THE SOUTHEAST
 RC1316'END OF A LONG TANGENT, AT THE TOP OF A 10-FOOT CUT, AND 43 FEET
 RC1316'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY.  A UNITED STATES BUREAU
 RC1316'OF PUBLIC ROADS STANDARD DISK, STAMPED 3041 7 S 1928 AND SET IN THE
 RC1316'TOP OF A CONCRETE POST.
 RC1316
 RC1316                          STATION RECOVERY (1985)
 RC1316
 RC1316'RECOVERY NOTE BY US POWER SQUADRON 1985
 RC1316'SURVEY MARKER RECOVERED AT STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1319 ***********************************************************************
 RC1319  DESIGNATION -  3041 8 N
 RC1319  PID         -  RC1319
 RC1319  STATE/COUNTY-  OR/WASCO
 RC1319  USGS QUAD   -  WAPINITIA PASS (1996)
 RC1319
 RC1319                         *CURRENT SURVEY CONTROL
 RC1319  ___________________________________________________________________
 RC1319* NAD 83(1986)-  45 09 46.     (N)    121 39 48.     (W)     SCALED    
 RC1319* NAVD 88     -      1063.60   (+/-2cm)    3489.5    (feet)  VERTCON   
 RC1319  ___________________________________________________________________
 RC1319  GEOID HEIGHT-         -20.92  (meters)                     GEOID03
 RC1319  VERT ORDER  -  ? (See Below)
 RC1319
 RC1319.The horizontal coordinates were scaled from a topographic map and have
 RC1319.an estimated accuracy of +/- 6 seconds.
 RC1319
 RC1319.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC1319.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC1319.The vertical order pertains to the NGVD 29 superseded value.
 RC1319
 RC1319.The geoid height was determined by GEOID03.
 RC1319
 RC1319;                    North         East    Units  Estimated Accuracy
 RC1319;SPC OR N     -   166,910.    2,408,550.      MT  (+/- 180 meters Scaled)
 RC1319
 RC1319                          SUPERSEDED SURVEY CONTROL
 RC1319
 RC1319  NGVD 29 (??/??/92) 1062.489  (m)         3485.85   (f) ADJ UNCH    ?  
 RC1319
 RC1319.Superseded values are not recommended for survey control.
 RC1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1319.See file dsdata.txt to determine how the superseded data were derived.
 RC1319
 RC1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR050019(NAD 83)
 RC1319_MARKER: DD = SURVEY DISK
 RC1319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC1319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC1319_STAMPING: 3041 8 N 1928
 RC1319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1319+STABILITY: SURFACE MOTION
 RC1319
 RC1319  HISTORY     - Date     Condition        Report By
 RC1319  HISTORY     - 1928     MONUMENTED       BPR
 RC1319  HISTORY     - 1937     GOOD             ORDT
 RC1319  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 RC1319
 RC1319                          STATION DESCRIPTION
 RC1319
 RC1319'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1937
 RC1319'8.5 MI NW FROM BEAR SPRINGS.
 RC1319'8.5 MILES NORTHWEST ALONG THE WAPINITIA HIGHWAY (OREGON 50) FROM BEAR
 RC1319'SPRINGS, WASCO COUNTY, ABOUT 1.8 MILES NORTHWEST OF THE BRIDGE OVER
 RC1319'CLEAR CREEK, AT SURVEY STATION 524+53, AND 39 FEET NORTHEAST OF THE
 RC1319'CENTER LINE OF THE HIGHWAY.  A UNITED STATES BUREAU OF PUBLIC ROADS
 RC1319'STANDARD DISK, STAMPED 3041 8 N 1928 AND SET IN THE TOP OF A CONCRETE
 RC1319'POST.
 RC1319
 RC1319                          STATION RECOVERY (1985)
 RC1319
 RC1319'RECOVERY NOTE BY US POWER SQUADRON 1985
 RC1319'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1318 ***********************************************************************
 RC1318  DESIGNATION -  3041 8 S
 RC1318  PID         -  RC1318
 RC1318  STATE/COUNTY-  OR/WASCO
 RC1318  USGS QUAD   -  WAPINITIA PASS (1996)
 RC1318
 RC1318                         *CURRENT SURVEY CONTROL
 RC1318  ___________________________________________________________________
 RC1318* NAD 83(1986)-  45 09 45.     (N)    121 39 49.     (W)     SCALED    
 RC1318* NAVD 88     -      1060.98   (+/-2cm)    3480.9    (feet)  VERTCON   
 RC1318  ___________________________________________________________________
 RC1318  GEOID HEIGHT-         -20.92  (meters)                     GEOID03
 RC1318  VERT ORDER  -  ? (See Below)
 RC1318
 RC1318.The horizontal coordinates were scaled from a topographic map and have
 RC1318.an estimated accuracy of +/- 6 seconds.
 RC1318
 RC1318.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC1318.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC1318.The vertical order pertains to the NGVD 29 superseded value.
 RC1318
 RC1318.The geoid height was determined by GEOID03.
 RC1318
 RC1318;                    North         East    Units  Estimated Accuracy
 RC1318;SPC OR N     -   166,880.    2,408,530.      MT  (+/- 180 meters Scaled)
 RC1318
 RC1318                          SUPERSEDED SURVEY CONTROL
 RC1318
 RC1318  NGVD 29 (??/??/92) 1059.870  (m)         3477.26   (f) ADJ UNCH    ?  
 RC1318
 RC1318.Superseded values are not recommended for survey control.
 RC1318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1318.See file dsdata.txt to determine how the superseded data were derived.
 RC1318
 RC1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR050018(NAD 83)
 RC1318_MARKER: DD = SURVEY DISK
 RC1318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC1318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC1318_STAMPING: 3041 8 S 1928
 RC1318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1318+STABILITY: SURFACE MOTION
 RC1318
 RC1318  HISTORY     - Date     Condition        Report By
 RC1318  HISTORY     - 1928     MONUMENTED       BPR
 RC1318  HISTORY     - 1937     GOOD             ORDT
 RC1318
 RC1318                          STATION DESCRIPTION
 RC1318
 RC1318'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1937
 RC1318'8.5 MI NW FROM BEAR SPRINGS.
 RC1318'8.5 MILES NORTHWEST ALONG THE WAPINITIA HIGHWAY (OREGON 50) FROM BEAR
 RC1318'SPRINGS, WASCO COUNTY, ABOUT 1.8 MILES NORTHWEST OF THE BRIDGE OVER
 RC1318'CLEAR CREEK, AT SURVEY STATION 524+53, AND 30 FEET SOUTHWEST OF THE
 RC1318'CENTER LINE OF THE HIGHWAY.  A UNITED STATES BUREAU OF PUBLIC ROADS
 RC1318'STANDARD DISK, STAMPED 3041 8 S 1928 AND SET IN THE TOP OF A CONCRETE
 RC1318'POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1320 ***********************************************************************
 RC1320  DESIGNATION -  3041 9 N
 RC1320  PID         -  RC1320
 RC1320  STATE/COUNTY-  OR/WASCO
 RC1320  USGS QUAD   -  WAPINITIA PASS (1996)
 RC1320
 RC1320                         *CURRENT SURVEY CONTROL
 RC1320  ___________________________________________________________________
 RC1320* NAD 83(1986)-  45 09 37.     (N)    121 39 46.     (W)     SCALED    
 RC1320* NAVD 88     -      1053.16   (+/-2cm)    3455.2    (feet)  VERTCON   
 RC1320  ___________________________________________________________________
 RC1320  GEOID HEIGHT-         -20.92  (meters)                     GEOID03
 RC1320  VERT ORDER  -  ? (See Below)
 RC1320
 RC1320.The horizontal coordinates were scaled from a topographic map and have
 RC1320.an estimated accuracy of +/- 6 seconds.
 RC1320
 RC1320.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC1320.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC1320.The vertical order pertains to the NGVD 29 superseded value.
 RC1320
 RC1320.The geoid height was determined by GEOID03.
 RC1320
 RC1320;                    North         East    Units  Estimated Accuracy
 RC1320;SPC OR N     -   166,630.    2,408,590.      MT  (+/- 180 meters Scaled)
 RC1320
 RC1320                          SUPERSEDED SURVEY CONTROL
 RC1320
 RC1320  NGVD 29 (??/??/92) 1052.052  (m)         3451.61   (f) ADJ UNCH    ?  
 RC1320
 RC1320.Superseded values are not recommended for survey control.
 RC1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1320.See file dsdata.txt to determine how the superseded data were derived.
 RC1320
 RC1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR050016(NAD 83)
 RC1320_MARKER: DD = SURVEY DISK
 RC1320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC1320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC1320_STAMPING: 3041 9 N
 RC1320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1320+STABILITY: SURFACE MOTION
 RC1320
 RC1320  HISTORY     - Date     Condition        Report By
 RC1320  HISTORY     - UNK      MONUMENTED       BPR
 RC1320  HISTORY     - 1937     GOOD             ORDT
 RC1320
 RC1320                          STATION DESCRIPTION
 RC1320
 RC1320'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1937
 RC1320'8.4 MI NW FROM BEAR SPRINGS.
 RC1320'8.4 MILES NORTHWEST ALONG THE WAPINITIA HIGHWAY (OREGON 50) FROM BEAR
 RC1320'SPRINGS, WASCO COUNTY, ABOUT 1.65 MILES NORTHWEST OF THE BRIDGE OVER
 RC1320'CLEAR CREEK, AT SURVEY STATION 531+80, AND 48 FEET NORTHEAST OF THE
 RC1320'CENTER LINE OF THE HIGHWAY.  A UNITED STATES BUREAU OF PUBLIC ROADS
 RC1320'STANDARD DISK, STAMPED 3041 9 N AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1321 ***********************************************************************
 RC1321  DESIGNATION -  3041 9 S
 RC1321  PID         -  RC1321
 RC1321  STATE/COUNTY-  OR/WASCO
 RC1321  USGS QUAD   -  WAPINITIA PASS (1996)
 RC1321
 RC1321                         *CURRENT SURVEY CONTROL
 RC1321  ___________________________________________________________________
 RC1321* NAD 83(1986)-  45 09 35.     (N)    121 39 44.     (W)     SCALED    
 RC1321* NAVD 88     -      1050.39   (+/-2cm)    3446.2    (feet)  VERTCON   
 RC1321  ___________________________________________________________________
 RC1321  GEOID HEIGHT-         -20.92  (meters)                     GEOID03
 RC1321  VERT ORDER  -  ? (See Below)
 RC1321
 RC1321.The horizontal coordinates were scaled from a topographic map and have
 RC1321.an estimated accuracy of +/- 6 seconds.
 RC1321
 RC1321.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC1321.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC1321.The vertical order pertains to the NGVD 29 superseded value.
 RC1321
 RC1321.The geoid height was determined by GEOID03.
 RC1321
 RC1321;                    North         East    Units  Estimated Accuracy
 RC1321;SPC OR N     -   166,570.    2,408,630.      MT  (+/- 180 meters Scaled)
 RC1321
 RC1321                          SUPERSEDED SURVEY CONTROL
 RC1321
 RC1321  NGVD 29 (??/??/92) 1049.282  (m)         3442.52   (f) ADJ UNCH    ?  
 RC1321
 RC1321.Superseded values are not recommended for survey control.
 RC1321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1321.See file dsdata.txt to determine how the superseded data were derived.
 RC1321
 RC1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR051015(NAD 83)
 RC1321_MARKER: DD = SURVEY DISK
 RC1321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC1321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC1321_STAMPING: 3041 9 S
 RC1321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1321+STABILITY: SURFACE MOTION
 RC1321
 RC1321  HISTORY     - Date     Condition        Report By
 RC1321  HISTORY     - UNK      MONUMENTED       BPR
 RC1321  HISTORY     - 1937     GOOD             ORDT
 RC1321  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 RC1321
 RC1321                          STATION DESCRIPTION
 RC1321
 RC1321'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1937
 RC1321'8.4 MI NW FROM BEAR SPRINGS.
 RC1321'8.4 MILES NORTHWEST ALONG THE WAPINITIA HIGHWAY (OREGON 50) FROM BEAR
 RC1321'SPRINGS, WASCO COUNTY, ABOUT 1.65 MILES NORTHWEST OF THE BRIDGE OVER
 RC1321'CLEAR CREEK, AT SURVEY STATION 531+80, AND 40 FEET SOUTHWEST OF THE
 RC1321'CENTER LINE OF THE HIGHWAY.  A UNITED STATES BUREAU OF PUBLIC ROADS
 RC1321'STANDARD DISK, STAMPED 3041 9 S AND SET IN THE TOP OF A CONCRETE POST.
 RC1321
 RC1321                          STATION RECOVERY (1985)
 RC1321
 RC1321'RECOVERY NOTE BY US POWER SQUADRON 1985
 RC1321'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0022 ***********************************************************************
 QD0022  DESIGNATION -  3063
 QD0022  PID         -  QD0022
 QD0022  STATE/COUNTY-  OR/WHEELER
 QD0022  USGS QUAD   -  TONEY BUTTE (1988)
 QD0022
 QD0022                         *CURRENT SURVEY CONTROL
 QD0022  ___________________________________________________________________
 QD0022* NAD 83(1986)-  44 40 07.     (N)    120 07 20.     (W)     SCALED    
 QD0022* NAVD 88     -       934.618  (meters)    3066.33   (feet)  ADJUSTED  
 QD0022  ___________________________________________________________________
 QD0022  GEOID HEIGHT-         -19.95  (meters)                     GEOID03
 QD0022  DYNAMIC HT  -         934.347 (meters)    3065.44  (feet)  COMP
 QD0022  MODELED GRAV-     980,295.8   (mgal)                       NAVD 88
 QD0022
 QD0022  VERT ORDER  -  SECOND    CLASS 0
 QD0022
 QD0022.The horizontal coordinates were scaled from a topographic map and have
 QD0022.an estimated accuracy of +/- 6 seconds.
 QD0022
 QD0022.The orthometric height was determined by differential leveling
 QD0022.and adjusted in June 1991.
 QD0022
 QD0022.The geoid height was determined by GEOID03.
 QD0022
 QD0022.The dynamic height is computed by dividing the NAVD 88
 QD0022.geopotential number by the normal gravity value computed on the
 QD0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0022.degrees latitude (g = 980.6199 gals.).
 QD0022
 QD0022.The modeled gravity was interpolated from observed gravity values.
 QD0022
 QD0022;                    North         East    Units  Estimated Accuracy
 QD0022;SPC OR N     -   111,410.    2,529,960.      MT  (+/- 180 meters Scaled)
 QD0022
 QD0022                          SUPERSEDED SURVEY CONTROL
 QD0022
 QD0022  NGVD 29 (??/??/92)  933.471  (m)         3062.56   (f) ADJ UNCH    2 0
 QD0022
 QD0022.Superseded values are not recommended for survey control.
 QD0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0022.See file dsdata.txt to determine how the superseded data were derived.
 QD0022
 QD0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGQ281501(NAD 83)
 QD0022_MARKER: P = PIPE CAP
 QD0022_SETTING: 0 = UNSPECIFIED SETTING
 QD0022_STAMPING: 3063 1915
 QD0022_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0022
 QD0022  HISTORY     - Date     Condition        Report By
 QD0022  HISTORY     - 1915     MONUMENTED       USGS
 QD0022  HISTORY     - 1934     GOOD             NGS
 QD0022
 QD0022                          STATION DESCRIPTION
 QD0022
 QD0022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QD0022'10.3 MI N FROM MITCHELL.
 QD0022'10.3 MILES NORTH ALONG MITCHELL-SERVICE CREEK HIGHWAY FROM POSTOFFICE.
 QD0022'ALONG THE RIGHT OF WAY OF THE MITCHELL-SERVICE CREEK HIGHWAY, 0.45
 QD0022'MILES NORTH OF JOHNSON RANCH HOUSE, AT JUNCTION OF MITCHELL-SERVICE
 QD0022'CREEK HIGHWAY AND TWICKENHAM ROAD, 30 FEET WEST OF THE CENTERLINE OF
 QD0022'HIGHWAY, 32 FEET S.E. OF GATE TO FIELD AND 9 FEET EAST OF FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0210 ***********************************************************************
 QD0210  DESIGNATION -  3064.6
 QD0210  PID         -  QD0210
 QD0210  STATE/COUNTY-  OR/CROOK
 QD0210  USGS QUAD   -  KEYS CREEK (1992)
 QD0210
 QD0210                         *CURRENT SURVEY CONTROL
 QD0210  ___________________________________________________________________
 QD0210* NAD 83(1986)-  44 22 18.     (N)    120 06 02.     (W)     SCALED    
 QD0210* NAVD 88     -      1544.897  (meters)    5068.55   (feet)  ADJUSTED  
 QD0210  ___________________________________________________________________
 QD0210  GEOID HEIGHT-         -19.04  (meters)                     GEOID03
 QD0210  DYNAMIC HT  -        1544.250 (meters)    5066.43  (feet)  COMP
 QD0210  MODELED GRAV-     980,143.4   (mgal)                       NAVD 88
 QD0210
 QD0210  VERT ORDER  -  SECOND    CLASS 0
 QD0210
 QD0210.The horizontal coordinates were scaled from a topographic map and have
 QD0210.an estimated accuracy of +/- 6 seconds.
 QD0210
 QD0210.The orthometric height was determined by differential leveling
 QD0210.and adjusted in June 1991.
 QD0210
 QD0210.The geoid height was determined by GEOID03.
 QD0210
 QD0210.The dynamic height is computed by dividing the NAVD 88
 QD0210.geopotential number by the normal gravity value computed on the
 QD0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0210.degrees latitude (g = 980.6199 gals.).
 QD0210
 QD0210.The modeled gravity was interpolated from observed gravity values.
 QD0210
 QD0210;                    North         East    Units  Estimated Accuracy
 QD0210;SPC OR S     -   300,580.    1,531,840.      MT  (+/- 180 meters Scaled)
 QD0210
 QD0210                          SUPERSEDED SURVEY CONTROL
 QD0210
 QD0210  NGVD 29 (??/??/92) 1543.658  (m)         5064.48   (f) ADJ UNCH    2 0
 QD0210
 QD0210.Superseded values are not recommended for survey control.
 QD0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0210.See file dsdata.txt to determine how the superseded data were derived.
 QD0210
 QD0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGQ310172(NAD 83)
 QD0210_MARKER: N = NAIL
 QD0210_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QD0210_SP_SET: TREE
 QD0210_STAMPING: 3064.6
 QD0210_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0210
 QD0210  HISTORY     - Date     Condition        Report By
 QD0210  HISTORY     - UNK      MONUMENTED       USGS
 QD0210  HISTORY     - 1949     GOOD             NGS
 QD0210
 QD0210                          STATION DESCRIPTION
 QD0210
 QD0210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 QD0210'2.3 MI NE FROM COLD SPRINGS G S.
 QD0210'2.3 MILES NORTHEAST ALONG A FOREST SERVICE ROAD FROM COLD SPRINGS
 QD0210'GUARD STATION, AT A Y JUNCTION OF A ROAD LEADING TO BLACK MOUNTAIN, 78
 QD0210'FEET NORTH OF BM A 498, 44 FEET NORTHEAST OF THE EAST END OF AN
 QD0210'18-INCH CORRUGATED METAL PIPE CULVERT UNDER THE ROAD, 30 FEET EAST OF
 QD0210'THE CENTER LINE OF THE ROAD, AND DRIVEN IN THE EAST BASE OF A 30-INCH
 QD0210'PINE TREE BEARING AN ALUMINUM PLATE STAMPED 3064.6.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0953 ***********************************************************************
 QD0953  DESIGNATION -  3071
 QD0953  PID         -  QD0953
 QD0953  STATE/COUNTY-  OR/DESCHUTES
 QD0953  USGS QUAD   -  HENKLE BUTTE (1981)
 QD0953
 QD0953                         *CURRENT SURVEY CONTROL
 QD0953  ___________________________________________________________________
 QD0953* NAD 83(1986)-  44 17 14.     (N)    121 24 48.     (W)     SCALED    
 QD0953* NAVD 88     -       937.074  (meters)    3074.38   (feet)  POSTED    
 QD0953  ___________________________________________________________________
 QD0953  GEOID HEIGHT-         -21.38  (meters)                     GEOID03
 QD0953  DYNAMIC HT  -         936.760 (meters)    3073.35  (feet)  COMP
 QD0953  MODELED GRAV-     980,249.8   (mgal)                       NAVD 88
 QD0953
 QD0953  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 QD0953
 QD0953.The horizontal coordinates were scaled from a topographic map and have
 QD0953.an estimated accuracy of +/- 6 seconds.
 QD0953
 QD0953.The orthometric height was determined by differential leveling
 QD0953.and adjusted by the  in 1992.
 QD0953.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 QD0953.rate of 1.1 thru 2.0 mm/km.
 QD0953
 QD0953.The geoid height was determined by GEOID03.
 QD0953
 QD0953.The dynamic height is computed by dividing the NAVD 88
 QD0953.geopotential number by the normal gravity value computed on the
 QD0953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0953.degrees latitude (g = 980.6199 gals.).
 QD0953
 QD0953.The modeled gravity was interpolated from observed gravity values.
 QD0953
 QD0953;                    North         East    Units  Estimated Accuracy
 QD0953;SPC OR S     -   291,520.    1,427,100.      MT  (+/- 180 meters Scaled)
 QD0953
 QD0953                          SUPERSEDED SURVEY CONTROL
 QD0953
 QD0953  NGVD 29 (??/??/92)  935.968  (m)         3070.76   (f) ADJ UNCH    1 2
 QD0953
 QD0953.Superseded values are not recommended for survey control.
 QD0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0953.See file dsdata.txt to determine how the superseded data were derived.
 QD0953
 QD0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ265049(NAD 83)
 QD0953_MARKER: B = BOLT
 QD0953_SETTING: 66 = SET IN ROCK OUTCROP
 QD0953_SP_SET: ROCK
 QD0953_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QD0953+STABILITY: POSITION/ELEVATION WELL
 QD0953
 QD0953  HISTORY     - Date     Condition        Report By
 QD0953  HISTORY     - UNK      MONUMENTED       ORDT
 QD0953  HISTORY     - 1930     GOOD             NGS
 QD0953  HISTORY     - 1956     GOOD             LOCENG
 QD0953  HISTORY     - 1987     MARK NOT FOUND   NGS
 QD0953
 QD0953                          STATION DESCRIPTION
 QD0953
 QD0953'DESCRIBED BY NATIONAL GEODETIC SURVEY 1930
 QD0953'6.4 MI E FROM SISTERS.
 QD0953'8.8 MILES WESTERLY FROM CLINE FALLS, 80 FEET NORTHEAST OF MCKENZIE
 QD0953'HIGHWAY, 200 FEET NORTH OF TOP OF GRADE, 8 FEET EAST OF JUNIPER TREE
 QD0953'IN ROCK.
 QD0953
 QD0953                          STATION RECOVERY (1956)
 QD0953
 QD0953'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1956
 QD0953'RECOVERED IN GOOD CONDITION.
 QD0953
 QD0953                          STATION RECOVERY (1987)
 QD0953
 QD0953'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QD0953'AFTER A THOROUGH SEARCH NO EVIDENCE OF THE MARK WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0352 ***********************************************************************
 QE0352  DESIGNATION -  308
 QE0352  PID         -  QE0352
 QE0352  STATE/COUNTY-  OR/MARION
 QE0352  USGS QUAD   -  TURNER (1986)
 QE0352
 QE0352                         *CURRENT SURVEY CONTROL
 QE0352  ___________________________________________________________________
 QE0352* NAD 83(1986)-  44 49 11.     (N)    122 56 53.     (W)     SCALED    
 QE0352* NAVD 88     -        95.437  (meters)     313.11   (feet)  POSTED    
 QE0352  ___________________________________________________________________
 QE0352  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 QE0352  DYNAMIC HT  -          95.430 (meters)     313.09  (feet)  COMP
 QE0352  MODELED GRAV-     980,555.4   (mgal)                       NAVD 88
 QE0352
 QE0352  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 QE0352
 QE0352.The horizontal coordinates were scaled from a topographic map and have
 QE0352.an estimated accuracy of +/- 6 seconds.
 QE0352
 QE0352.The orthometric height was determined by differential leveling
 QE0352.and adjusted by the  in 1992.
 QE0352.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 QE0352.rate of 0.0 thru 1.0 mm/km.
 QE0352
 QE0352.The geoid height was determined by GEOID03.
 QE0352
 QE0352.The dynamic height is computed by dividing the NAVD 88
 QE0352.geopotential number by the normal gravity value computed on the
 QE0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0352.degrees latitude (g = 980.6199 gals.).
 QE0352
 QE0352.The modeled gravity was interpolated from observed gravity values.
 QE0352
 QE0352;                    North         East    Units  Estimated Accuracy
 QE0352;SPC OR N     -   131,060.    2,306,420.      MT  (+/- 180 meters Scaled)
 QE0352
 QE0352                          SUPERSEDED SURVEY CONTROL
 QE0352
 QE0352  NGVD 29 (??/??/92)   94.406  (m)          309.73   (f) ADJ UNCH    1 2
 QE0352
 QE0352.Superseded values are not recommended for survey control.
 QE0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0352.See file dsdata.txt to determine how the superseded data were derived.
 QE0352
 QE0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ041629(NAD 83)
 QE0352_MARKER: P = PIPE CAP
 QE0352_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QE0352_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QE0352_STAMPING: PRIM TRAV STA 30 308 ORE 1913 1903
 QE0352_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0352
 QE0352  HISTORY     - Date     Condition        Report By
 QE0352  HISTORY     - 1913     MONUMENTED       USGS
 QE0352  HISTORY     - 1934     GOOD             NGS
 QE0352  HISTORY     - 1987     MARK NOT FOUND   NGS
 QE0352
 QE0352                          STATION DESCRIPTION
 QE0352
 QE0352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QE0352'1.5 MI S FROM TURNER.
 QE0352'ABOUT 1.5 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM
 QE0352'TURNER, MARION COUNTY, ABOUT 1230 FEET NORTH OF A SKEWED ROAD
 QE0352'CROSSING.  1 FOOT INSIDE THE WESTERN RIGHT OF WAY FENCE.  A UNITED
 QE0352'STATES GEOLOGICAL SURVEY STANDARD CAP STAMPED PRIM TRAV STA 30 308 ORE
 QE0352'1913 1903 AND RIVETED TO A 3 1/2 INCH IRON PIPE PROJECTING 5 INCHES
 QE0352'ABOVE THE GROUND.
 QE0352
 QE0352                          STATION RECOVERY (1987)
 QE0352
 QE0352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE0352'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0104 ***********************************************************************
 QC0104  DESIGNATION -  3084
 QC0104  PID         -  QC0104
 QC0104  STATE/COUNTY-  OR/GRANT
 QC0104  USGS QUAD   -  JOHN DAY (1983)
 QC0104
 QC0104                         *CURRENT SURVEY CONTROL
 QC0104  ___________________________________________________________________
 QC0104* NAD 83(1986)-  44 24 58.     (N)    118 57 05.     (W)     SCALED    
 QC0104* NAVD 88     -       940.835  (meters)    3086.72   (feet)  ADJUSTED  
 QC0104  ___________________________________________________________________
 QC0104  GEOID HEIGHT-         -18.20  (meters)                     GEOID03
 QC0104  DYNAMIC HT  -         940.498 (meters)    3085.62  (feet)  COMP
 QC0104  MODELED GRAV-     980,228.7   (mgal)                       NAVD 88
 QC0104
 QC0104  VERT ORDER  -  FIRST     CLASS II
 QC0104
 QC0104.The horizontal coordinates were scaled from a topographic map and have
 QC0104.an estimated accuracy of +/- 6 seconds.
 QC0104
 QC0104.The orthometric height was determined by differential leveling
 QC0104.and adjusted in June 1991.
 QC0104.WARNING-Repeat measurements at this control monument indicate possible
 QC0104.vertical movement.
 QC0104
 QC0104.The geoid height was determined by GEOID03.
 QC0104
 QC0104.The dynamic height is computed by dividing the NAVD 88
 QC0104.geopotential number by the normal gravity value computed on the
 QC0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0104.degrees latitude (g = 980.6199 gals.).
 QC0104
 QC0104.The modeled gravity was interpolated from observed gravity values.
 QC0104
 QC0104;                    North         East    Units  Estimated Accuracy
 QC0104;SPC OR N     -    84,460.    2,623,330.      MT  (+/- 180 meters Scaled)
 QC0104
 QC0104                          SUPERSEDED SURVEY CONTROL
 QC0104
 QC0104  NGVD 29 (??/??/92)  939.695  (m)         3082.98   (f) ADJ UNCH    1 2
 QC0104
 QC0104.Superseded values are not recommended for survey control.
 QC0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0104.See file dsdata.txt to determine how the superseded data were derived.
 QC0104
 QC0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK446199(NAD 83)
 QC0104_MARKER: DD = SURVEY DISK
 QC0104_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QC0104_SP_SET: SIDEWALK
 QC0104_STAMPING: 35 3084 29
 QC0104_MARK LOGO: BPR   
 QC0104_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QC0104_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QC0104+SATELLITE: SATELLITE OBSERVATIONS - October 07, 1987
 QC0104
 QC0104  HISTORY     - Date     Condition        Report By
 QC0104  HISTORY     - UNK      MONUMENTED       BPR
 QC0104  HISTORY     - 1963     GOOD             NGS
 QC0104  HISTORY     - 1985     GOOD             NGS
 QC0104  HISTORY     - 19871007 GOOD             NGS
 QC0104
 QC0104                          STATION DESCRIPTION
 QC0104
 QC0104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 QC0104'IN JOHN DAY.
 QC0104'AT JOHN DAY, ONE BLOCK EAST OF THE JUNCTION OF U.S. HIGHWAYS 26 AND
 QC0104'395 AT THE GRANT COUNTY BANK BUILDING, 40 FEET SOUTH OF THE CENTER OF
 QC0104'WEST MAIN STREET, 37 FEET WEST OF THE CENTER OF N.W. DAYTON STREET, 16
 QC0104'FEET SOUTH OF THE SOUTH CURB AND 0.5 FOOT FROM THE EAST FACE OF THE
 QC0104'BUILDING CEMENTED IN A DRILL HOLE IN THE SIDEWALK.
 QC0104
 QC0104                          STATION RECOVERY (1985)
 QC0104
 QC0104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QC0104'RECOVERED IN GOOD CONDITION.
 QC0104
 QC0104                          STATION RECOVERY (1987)
 QC0104
 QC0104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QC0104'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1481 ***********************************************************************
 RC1481  DESIGNATION -  3085
 RC1481  PID         -  RC1481
 RC1481  STATE/COUNTY-  OR/CLACKAMAS
 RC1481  USGS QUAD   -  TIMOTHY LAKE (1997)
 RC1481
 RC1481                         *CURRENT SURVEY CONTROL
 RC1481  ___________________________________________________________________
 RC1481* NAD 83(1986)-  45 06 30.     (N)    121 49 16.     (W)     SCALED    
 RC1481* NAVD 88     -       941.541  (meters)    3089.04   (feet)  ADJUSTED  
 RC1481  ___________________________________________________________________
 RC1481  GEOID HEIGHT-         -21.13  (meters)                     GEOID03
 RC1481  DYNAMIC HT  -         941.298 (meters)    3088.24  (feet)  COMP
 RC1481  MODELED GRAV-     980,326.9   (mgal)                       NAVD 88
 RC1481
 RC1481  VERT ORDER  -  SECOND    CLASS 0
 RC1481
 RC1481.The horizontal coordinates were scaled from a topographic map and have
 RC1481.an estimated accuracy of +/- 6 seconds.
 RC1481
 RC1481.The orthometric height was determined by differential leveling
 RC1481.and adjusted in June 1991.
 RC1481
 RC1481.The geoid height was determined by GEOID03.
 RC1481
 RC1481.The dynamic height is computed by dividing the NAVD 88
 RC1481.geopotential number by the normal gravity value computed on the
 RC1481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1481.degrees latitude (g = 980.6199 gals.).
 RC1481
 RC1481.The modeled gravity was interpolated from observed gravity values.
 RC1481
 RC1481;                    North         East    Units  Estimated Accuracy
 RC1481;SPC OR N     -   161,050.    2,396,050.      MT  (+/- 180 meters Scaled)
 RC1481
 RC1481                          SUPERSEDED SURVEY CONTROL
 RC1481
 RC1481  NGVD 29 (??/??/92)  940.420  (m)         3085.36   (f) ADJ UNCH    2 0
 RC1481
 RC1481.Superseded values are not recommended for survey control.
 RC1481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1481.See file dsdata.txt to determine how the superseded data were derived.
 RC1481
 RC1481_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ927956(NAD 83)
 RC1481_MARKER: N = NAIL
 RC1481_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RC1481_SP_SET: CEDAR TREE
 RC1481_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC1481
 RC1481  HISTORY     - Date     Condition        Report By
 RC1481  HISTORY     - UNK      MONUMENTED       USGS
 RC1481  HISTORY     - 1946     GOOD             NGS
 RC1481
 RC1481                          STATION DESCRIPTION
 RC1481
 RC1481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RC1481'4.9 MI W FROM CLACKAMAS RANGER STA.
 RC1481'ABOUT 4.9 MILES WEST ALONG THE OAK GROVE FOREST SERVICE TRAIL FROM THE
 RC1481'CLACKAMAS RANGER STATION, AT A SMALL CREEK, ON THE EAST BANK OF THE
 RC1481'SMALL CREEK, 30 FEET EAST OF BENCH MARK NO. D 427 1946, 4 FEET NORTH
 RC1481'OF THE CENTER LINE OF THE TRAIL, COPPER NAIL AND WASHER SET IN THE
 RC1481'BASE OF A 60-INCH CEDAR TREE, ABOUT 2 FEET HIGHER THAN THE SURFACE OF
 RC1481'THE TRAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1087 ***********************************************************************
 QD1087  DESIGNATION -  309
 QD1087  PID         -  QD1087
 QD1087  STATE/COUNTY-  OR/LINN
 QD1087  USGS QUAD   -  SANTIAM JUNCTION (1988)
 QD1087
 QD1087                         *CURRENT SURVEY CONTROL
 QD1087  ___________________________________________________________________
 QD1087* NAD 83(1986)-  44 25 42.     (N)    121 55 14.     (W)     SCALED    
 QD1087* NAVD 88     -      1245.684  (meters)    4086.88   (feet)  ADJUSTED  
 QD1087  ___________________________________________________________________
 QD1087  GEOID HEIGHT-         -21.27  (meters)                     GEOID03
 QD1087  DYNAMIC HT  -        1245.238 (meters)    4085.42  (feet)  COMP
 QD1087  MODELED GRAV-     980,216.2   (mgal)                       NAVD 88
 QD1087
 QD1087  VERT ORDER  -  FIRST     CLASS II
 QD1087
 QD1087.The horizontal coordinates were scaled from a topographic map and have
 QD1087.an estimated accuracy of +/- 6 seconds.
 QD1087
 QD1087.The orthometric height was determined by differential leveling
 QD1087.and adjusted in June 1991.
 QD1087
 QD1087.The geoid height was determined by GEOID03.
 QD1087
 QD1087.The dynamic height is computed by dividing the NAVD 88
 QD1087.geopotential number by the normal gravity value computed on the
 QD1087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1087.degrees latitude (g = 980.6199 gals.).
 QD1087
 QD1087.The modeled gravity was interpolated from observed gravity values.
 QD1087
 QD1087;                    North         East    Units  Estimated Accuracy
 QD1087;SPC OR N     -    85,630.    2,386,890.      MT  (+/- 180 meters Scaled)
 QD1087
 QD1087                          SUPERSEDED SURVEY CONTROL
 QD1087
 QD1087  NGVD 29 (??/??/92) 1244.487  (m)         4082.95   (f) ADJ UNCH    1 2
 QD1087
 QD1087.Superseded values are not recommended for survey control.
 QD1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1087.See file dsdata.txt to determine how the superseded data were derived.
 QD1087
 QD1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ859200(NAD 83)
 QD1087_MARKER: DD = SURVEY DISK
 QD1087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD1087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QD1087_STAMPING: 4073 23 309 34
 QD1087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD1087+STABILITY: SURFACE MOTION
 QD1087
 QD1087  HISTORY     - Date     Condition        Report By
 QD1087  HISTORY     - UNK      MONUMENTED       BPR
 QD1087  HISTORY     - 1941     GOOD             NGS
 QD1087
 QD1087                          STATION DESCRIPTION
 QD1087
 QD1087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QD1087'24.95 MI W FROM SISTERS.
 QD1087'MARK IS LOCATED ABOUT 65 FEET NORTH OF CENTER LINE OF US HIGHWAY NO.
 QD1087'20, 6 FEET ABOVE HIGHWAY LEVEL, ABOUT IN CENTER OF DEEP CUT, 7 FEET
 QD1087'SOUTH OF 32 INCH BLAZED PINE TREE, AT TOP OF GENTLE HILL NEAR CURVE.
 QD1087'U.S.B.M. WITNESS POST IS SET NEAR THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0951 ***********************************************************************
 QD0951  DESIGNATION -  3090
 QD0951  PID         -  QD0951
 QD0951  STATE/COUNTY-  OR/DESCHUTES
 QD0951  USGS QUAD   -  HENKLE BUTTE (1981)
 QD0951
 QD0951                         *CURRENT SURVEY CONTROL
 QD0951  ___________________________________________________________________
 QD0951* NAD 83(1986)-  44 17 28.     (N)    121 27 44.     (W)     SCALED    
 QD0951* NAVD 88     -       942.813  (meters)    3093.21   (feet)  POSTED    
 QD0951  ___________________________________________________________________
 QD0951  GEOID HEIGHT-         -21.38  (meters)                     GEOID03
 QD0951  DYNAMIC HT  -         942.490 (meters)    3092.15  (feet)  COMP
 QD0951  MODELED GRAV-     980,246.7   (mgal)                       NAVD 88
 QD0951
 QD0951  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 QD0951
 QD0951.The horizontal coordinates were scaled from a topographic map and have
 QD0951.an estimated accuracy of +/- 6 seconds.
 QD0951
 QD0951.The orthometric height was determined by differential leveling
 QD0951.and adjusted by the  in 1992.
 QD0951.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 QD0951.rate of 1.1 thru 2.0 mm/km.
 QD0951
 QD0951.The geoid height was determined by GEOID03.
 QD0951
 QD0951.The dynamic height is computed by dividing the NAVD 88
 QD0951.geopotential number by the normal gravity value computed on the
 QD0951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0951.degrees latitude (g = 980.6199 gals.).
 QD0951
 QD0951.The modeled gravity was interpolated from observed gravity values.
 QD0951
 QD0951;                    North         East    Units  Estimated Accuracy
 QD0951;SPC OR S     -   291,990.    1,423,200.      MT  (+/- 180 meters Scaled)
 QD0951
 QD0951                          SUPERSEDED SURVEY CONTROL
 QD0951
 QD0951  NGVD 29 (??/??/92)  941.698  (m)         3089.55   (f) ADJ UNCH    1 2
 QD0951
 QD0951.Superseded values are not recommended for survey control.
 QD0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0951.See file dsdata.txt to determine how the superseded data were derived.
 QD0951
 QD0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ226053(NAD 83)
 QD0951_MARKER: Z = SEE DESCRIPTION
 QD0951_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QD0951_SP_SET: ABUTMENT
 QD0951_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QD0951
 QD0951  HISTORY     - Date     Condition        Report By
 QD0951  HISTORY     - UNK      MONUMENTED       PG+E
 QD0951  HISTORY     - 1938     MARK NOT FOUND   ORDT
 QD0951  HISTORY     - 1987     MARK NOT FOUND   NGS
 QD0951
 QD0951                          STATION DESCRIPTION
 QD0951
 QD0951'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1938
 QD0951'4.4 MI E FROM SISTERS.
 QD0951'4.4 MILES EAST OF SISTERS.  MARK IN SOUTHWEST CORNER OF BRIDGE, TOP OF
 QD0951'ABUTMENT.
 QD0951
 QD0951                          STATION RECOVERY (1987)
 QD0951
 QD0951'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QD0951'THERE IS A NEW BRIDGE AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0416 ***********************************************************************
 QD0416  DESIGNATION -  3092 H
 QD0416  PID         -  QD0416
 QD0416  STATE/COUNTY-  OR/WASCO
 QD0416  USGS QUAD   -  ANTELOPE (1987)
 QD0416
 QD0416                         *CURRENT SURVEY CONTROL
 QD0416  ___________________________________________________________________
 QD0416* NAD 83(1986)-  44 55 43.     (N)    120 43 59.     (W)     SCALED    
 QD0416* NAVD 88     -       943.666  (meters)    3096.01   (feet)  ADJUSTED  
 QD0416  ___________________________________________________________________
 QD0416  GEOID HEIGHT-         -20.59  (meters)                     GEOID03
 QD0416  DYNAMIC HT  -         943.428 (meters)    3095.23  (feet)  COMP
 QD0416  MODELED GRAV-     980,332.3   (mgal)                       NAVD 88
 QD0416
 QD0416  VERT ORDER  -  FIRST     CLASS II
 QD0416
 QD0416.The horizontal coordinates were scaled from a topographic map and have
 QD0416.an estimated accuracy of +/- 6 seconds.
 QD0416
 QD0416.The orthometric height was determined by differential leveling
 QD0416.and adjusted in June 1991.
 QD0416.WARNING-Repeat measurements at this control monument indicate possible
 QD0416.vertical movement.
 QD0416
 QD0416.The geoid height was determined by GEOID03.
 QD0416
 QD0416.The dynamic height is computed by dividing the NAVD 88
 QD0416.geopotential number by the normal gravity value computed on the
 QD0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0416.degrees latitude (g = 980.6199 gals.).
 QD0416
 QD0416.The modeled gravity was interpolated from observed gravity values.
 QD0416
 QD0416;                    North         East    Units  Estimated Accuracy
 QD0416;SPC OR N     -   140,260.    2,481,600.      MT  (+/- 180 meters Scaled)
 QD0416
 QD0416                          SUPERSEDED SURVEY CONTROL
 QD0416
 QD0416  NGVD 29 (??/??/92)  942.535  (m)         3092.30   (f) ADJ UNCH    1 2
 QD0416
 QD0416.Superseded values are not recommended for survey control.
 QD0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0416.See file dsdata.txt to determine how the superseded data were derived.
 QD0416
 QD0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ788775(NAD 83)
 QD0416_MARKER: P = PIPE CAP
 QD0416_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QD0416_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QD0416_STAMPING: 3092 H 1904
 QD0416_MARK LOGO: USGS  
 QD0416_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0416
 QD0416  HISTORY     - Date     Condition        Report By
 QD0416  HISTORY     - 1904     MONUMENTED       USGS
 QD0416  HISTORY     - 1936     GOOD             NGS
 QD0416  HISTORY     - 1987     GOOD             NGS
 QD0416
 QD0416                          STATION DESCRIPTION
 QD0416
 QD0416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 QD0416'1.8 MI N FROM ANTELOPE.
 QD0416'1.8 MILES NORTH OF ANTELOPE HOSECART HOUSE 1.9 MI N OF THE POST OFFICE
 QD0416'AT ANTELOPE (STADIA) ABOUT 100 FEET EAST OF ANTELOPE-SHANIKO ROAD. ON
 QD0416'EAST SIDE OF OLD ABANDON ROAD.  24 FEET SOUTH OF NORTH END OF GROVE OF
 QD0416'TREES.  19 FEET WEST OF 18 INCH FORKED LOCUST TREE.  3 FEET NORTH OF
 QD0416'OPENING IN OLD FENCE LINE, AND OUTSIDE OF FENCE LINE.
 QD0416
 QD0416                          STATION RECOVERY (1987)
 QD0416
 QD0416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QD0416'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.9 KM
 QD0416'(1.80 MI) NORTH ALONG STATE HIGHWAY 218 FROM THE POST OFFICE IN
 QD0416'ANTELOPE, 34.44 M (113.0 FT) NORTHEAST OF THE HIGHWAY CENTERLINE,
 QD0416'0.60 M (2.0 FT) SOUTHWEST OF A FENCE.
 QD0416'THE MARK IS 0.15 METERS  NW FROM  A WITNESS POST
 QD0416'THE MARK IS 6.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0037 ***********************************************************************
 RB0037  DESIGNATION -  3096 10
 RB0037  PID         -  RB0037
 RB0037  STATE/COUNTY-  OR/UMATILLA
 RB0037  USGS QUAD   -  BLALOCK MOUNTAIN (1995)
 RB0037
 RB0037                         *CURRENT SURVEY CONTROL
 RB0037  ___________________________________________________________________
 RB0037* NAD 83(1986)-  45 47 22.     (N)    118 09 14.     (W)     SCALED    
 RB0037* NAVD 88     -      1321.687  (meters)    4336.23   (feet)  ADJUSTED  
 RB0037  ___________________________________________________________________
 RB0037  GEOID HEIGHT-         -18.97  (meters)                     GEOID03
 RB0037  DYNAMIC HT  -        1321.325 (meters)    4335.05  (feet)  COMP
 RB0037  MODELED GRAV-     980,295.3   (mgal)                       NAVD 88
 RB0037
 RB0037  VERT ORDER  -  SECOND    CLASS 0
 RB0037
 RB0037.The horizontal coordinates were scaled from a topographic map and have
 RB0037.an estimated accuracy of +/- 6 seconds.
 RB0037
 RB0037.The orthometric height was determined by differential leveling
 RB0037.and adjusted in June 1991.
 RB0037
 RB0037.The geoid height was determined by GEOID03.
 RB0037
 RB0037.The dynamic height is computed by dividing the NAVD 88
 RB0037.geopotential number by the normal gravity value computed on the
 RB0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0037.degrees latitude (g = 980.6199 gals.).
 RB0037
 RB0037.The modeled gravity was interpolated from observed gravity values.
 RB0037
 RB0037;                    North         East    Units  Estimated Accuracy
 RB0037;SPC OR N     -   238,540.    2,682,390.      MT  (+/- 180 meters Scaled)
 RB0037
 RB0037                          SUPERSEDED SURVEY CONTROL
 RB0037
 RB0037  NGVD 29 (??/??/92) 1320.452  (m)         4332.18   (f) ADJ UNCH    2 0
 RB0037
 RB0037.Superseded values are not recommended for survey control.
 RB0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0037.See file dsdata.txt to determine how the superseded data were derived.
 RB0037
 RB0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML103713(NAD 83)
 RB0037_MARKER: DD = SURVEY DISK
 RB0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0037_STAMPING: 3096-10 1930
 RB0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0037+STABILITY: SURFACE MOTION
 RB0037
 RB0037  HISTORY     - Date     Condition        Report By
 RB0037  HISTORY     - 1930     MONUMENTED       USDA
 RB0037  HISTORY     - 1952     GOOD             NGS
 RB0037  HISTORY     - 1988     GOOD             USPSQD
 RB0037
 RB0037                          STATION DESCRIPTION
 RB0037
 RB0037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 RB0037'4.1 MI W FROM TOLL GATE.
 RB0037'4.1 MILES WEST ALONG STATE HIGHWAY 204 FROM THE POST OFFICE AT TOLL
 RB0037'GATE, 0.2 MILE SOUTH OF THE JUNCTION OF A GRAVEL ROAD LEADING NORTH TO
 RB0037'WALLA WALLA, AT THE Y JUNCTION OF A PRIVATE DRIVE LEADING SOUTHWEST TO
 RB0037'A LARGE LOG HOUSE, 41.4 FEET SOUTHWEST OF THE CENTER LINE OF THE
 RB0037'HIGHWAY, 29 FEET SOUTHEAST OF THE CENTER LINE OF THE DRIVE, 28.4 FEET
 RB0037'SOUTH OF THE SOUTHEAST END OF A 12-INCH CONCRETE PIPE CULVERT UNDER
 RB0037'THE DRIVE, ABOUT 3 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF
 RB0037'A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
 RB0037
 RB0037                          STATION RECOVERY (1988)
 RB0037
 RB0037'RECOVERY NOTE BY US POWER SQUADRON 1988 (RCC)
 RB0037'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0035 ***********************************************************************
 RB0035  DESIGNATION -  3096 11
 RB0035  PID         -  RB0035
 RB0035  STATE/COUNTY-  OR/UMATILLA
 RB0035  USGS QUAD   -  BLALOCK MOUNTAIN (1995)
 RB0035
 RB0035                         *CURRENT SURVEY CONTROL
 RB0035  ___________________________________________________________________
 RB0035* NAD 83(1986)-  45 47 16.     (N)    118 09 00.     (W)     SCALED    
 RB0035* NAVD 88     -      1327.850  (meters)    4356.45   (feet)  ADJUSTED  
 RB0035  ___________________________________________________________________
 RB0035  GEOID HEIGHT-         -18.94  (meters)                     GEOID03
 RB0035  DYNAMIC HT  -        1327.484 (meters)    4355.25  (feet)  COMP
 RB0035  MODELED GRAV-     980,293.2   (mgal)                       NAVD 88
 RB0035
 RB0035  VERT ORDER  -  SECOND    CLASS 0
 RB0035
 RB0035.The horizontal coordinates were scaled from a topographic map and have
 RB0035.an estimated accuracy of +/- 6 seconds.
 RB0035
 RB0035.The orthometric height was determined by differential leveling
 RB0035.and adjusted in June 1991.
 RB0035
 RB0035.The geoid height was determined by GEOID03.
 RB0035
 RB0035.The dynamic height is computed by dividing the NAVD 88
 RB0035.geopotential number by the normal gravity value computed on the
 RB0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0035.degrees latitude (g = 980.6199 gals.).
 RB0035
 RB0035.The modeled gravity was interpolated from observed gravity values.
 RB0035
 RB0035;                    North         East    Units  Estimated Accuracy
 RB0035;SPC OR N     -   238,360.    2,682,700.      MT  (+/- 180 meters Scaled)
 RB0035
 RB0035                          SUPERSEDED SURVEY CONTROL
 RB0035
 RB0035  NGVD 29 (??/??/92) 1326.613  (m)         4352.40   (f) ADJ UNCH    2 0
 RB0035
 RB0035.Superseded values are not recommended for survey control.
 RB0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0035.See file dsdata.txt to determine how the superseded data were derived.
 RB0035
 RB0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML106711(NAD 83)
 RB0035_MARKER: DD = SURVEY DISK
 RB0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0035_STAMPING: 3096-11 1930
 RB0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0035+STABILITY: SURFACE MOTION
 RB0035
 RB0035  HISTORY     - Date     Condition        Report By
 RB0035  HISTORY     - 1930     MONUMENTED       USDA
 RB0035  HISTORY     - 1952     GOOD             NGS
 RB0035  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RB0035
 RB0035                          STATION DESCRIPTION
 RB0035
 RB0035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 RB0035'3.9 MI W FROM TOLL GATE.
 RB0035'3.9 MILES WEST ALONG STATE HIGHWAY 204 FROM THE POST OFFICE AT TOLL
 RB0035'GATE, AT THE T JUNCTION OF A TRACK ROAD LEADING SOUTH TO A FRAME
 RB0035'HOUSE, 35.6 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 8 1/2 FEET
 RB0035'WEST OF THE CENTER LINE OF A DRIVEWAY TO A GARAGE, 7.9 FEET SOUTHWEST
 RB0035'OF THE SOUTHWEST CORNER OF THE GARAGE, ABOUT 1 FOOT LOWER THAN THE
 RB0035'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT
 RB0035'ABOVE THE GROUND.
 RB0035
 RB0035                          STATION RECOVERY (1988)
 RB0035
 RB0035'RECOVERY NOTE BY US POWER SQUADRON 1988 (RCC)
 RB0035'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0036 ***********************************************************************
 RB0036  DESIGNATION -  3096 12
 RB0036  PID         -  RB0036
 RB0036  STATE/COUNTY-  OR/UMATILLA
 RB0036  USGS QUAD   -  BLALOCK MOUNTAIN (1995)
 RB0036
 RB0036                         *CURRENT SURVEY CONTROL
 RB0036  ___________________________________________________________________
 RB0036* NAD 83(1986)-  45 47 15.     (N)    118 09 00.     (W)     SCALED    
 RB0036* NAVD 88     -      1327.628  (meters)    4355.73   (feet)  ADJUSTED  
 RB0036  ___________________________________________________________________
 RB0036  GEOID HEIGHT-         -18.94  (meters)                     GEOID03
 RB0036  DYNAMIC HT  -        1327.262 (meters)    4354.53  (feet)  COMP
 RB0036  MODELED GRAV-     980,293.2   (mgal)                       NAVD 88
 RB0036
 RB0036  VERT ORDER  -  SECOND    CLASS 0
 RB0036
 RB0036.The horizontal coordinates were scaled from a topographic map and have
 RB0036.an estimated accuracy of +/- 6 seconds.
 RB0036
 RB0036.The orthometric height was determined by differential leveling
 RB0036.and adjusted in June 1991.
 RB0036
 RB0036.The geoid height was determined by GEOID03.
 RB0036
 RB0036.The dynamic height is computed by dividing the NAVD 88
 RB0036.geopotential number by the normal gravity value computed on the
 RB0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0036.degrees latitude (g = 980.6199 gals.).
 RB0036
 RB0036.The modeled gravity was interpolated from observed gravity values.
 RB0036
 RB0036;                    North         East    Units  Estimated Accuracy
 RB0036;SPC OR N     -   238,330.    2,682,700.      MT  (+/- 180 meters Scaled)
 RB0036
 RB0036                          SUPERSEDED SURVEY CONTROL
 RB0036
 RB0036  NGVD 29 (??/??/92) 1326.390  (m)         4351.66   (f) ADJ UNCH    2 0
 RB0036
 RB0036.Superseded values are not recommended for survey control.
 RB0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0036.See file dsdata.txt to determine how the superseded data were derived.
 RB0036
 RB0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML106710(NAD 83)
 RB0036_MARKER: DD = SURVEY DISK
 RB0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0036_STAMPING: 3096-12 1930
 RB0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0036+STABILITY: SURFACE MOTION
 RB0036
 RB0036  HISTORY     - Date     Condition        Report By
 RB0036  HISTORY     - 1930     MONUMENTED       USDA
 RB0036  HISTORY     - 1952     GOOD             NGS
 RB0036  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RB0036
 RB0036                          STATION DESCRIPTION
 RB0036
 RB0036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 RB0036'3.9 MI W FROM TOLL GATE.
 RB0036'3.9 MILES WEST ALONG STATE HIGHWAY 204 FROM THE POST OFFICE AT TOLL
 RB0036'GATE, AT THE T JUNCTION OF A TRACK ROAD LEADING SOUTH TO A FRAME
 RB0036'HOUSE, 39.0 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 26 1/2 FEET
 RB0036'WEST OF THE CENTER LINE OF THE ROAD, 0.7 FEET NORTH OF A FENCE, 1.6
 RB0036'FEET EAST OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE HIGHWAY, AND
 RB0036'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 RB0036'GROUND.
 RB0036
 RB0036                          STATION RECOVERY (1988)
 RB0036
 RB0036'RECOVERY NOTE BY US POWER SQUADRON 1988 (RCC)
 RB0036'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0034 ***********************************************************************
 RB0034  DESIGNATION -  3096 16
 RB0034  PID         -  RB0034
 RB0034  STATE/COUNTY-  OR/UMATILLA
 RB0034  USGS QUAD   -  BLALOCK MOUNTAIN (1995)
 RB0034
 RB0034                         *CURRENT SURVEY CONTROL
 RB0034  ___________________________________________________________________
 RB0034* NAD 83(1986)-  45 47 19.     (N)    118 08 21.     (W)     SCALED    
 RB0034* NAVD 88     -      1367.297  (meters)    4485.87   (feet)  ADJUSTED  
 RB0034  ___________________________________________________________________
 RB0034  GEOID HEIGHT-         -18.90  (meters)                     GEOID03
 RB0034  DYNAMIC HT  -        1366.915 (meters)    4484.62  (feet)  COMP
 RB0034  MODELED GRAV-     980,287.8   (mgal)                       NAVD 88
 RB0034
 RB0034  VERT ORDER  -  SECOND    CLASS 0
 RB0034
 RB0034.The horizontal coordinates were scaled from a topographic map and have
 RB0034.an estimated accuracy of +/- 6 seconds.
 RB0034
 RB0034.The orthometric height was determined by differential leveling
 RB0034.and adjusted in June 1991.
 RB0034
 RB0034.The geoid height was determined by GEOID03.
 RB0034
 RB0034.The dynamic height is computed by dividing the NAVD 88
 RB0034.geopotential number by the normal gravity value computed on the
 RB0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0034.degrees latitude (g = 980.6199 gals.).
 RB0034
 RB0034.The modeled gravity was interpolated from observed gravity values.
 RB0034
 RB0034;                    North         East    Units  Estimated Accuracy
 RB0034;SPC OR N     -   238,480.    2,683,540.      MT  (+/- 180 meters Scaled)
 RB0034
 RB0034                          SUPERSEDED SURVEY CONTROL
 RB0034
 RB0034  NGVD 29 (??/??/92) 1366.055  (m)         4481.80   (f) ADJ UNCH    2 0
 RB0034
 RB0034.Superseded values are not recommended for survey control.
 RB0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0034.See file dsdata.txt to determine how the superseded data were derived.
 RB0034
 RB0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML114711(NAD 83)
 RB0034_MARKER: DD = SURVEY DISK
 RB0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0034_STAMPING: 3096-16 1930
 RB0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0034+STABILITY: SURFACE MOTION
 RB0034
 RB0034  HISTORY     - Date     Condition        Report By
 RB0034  HISTORY     - 1930     MONUMENTED       USDA
 RB0034  HISTORY     - 1952     GOOD             NGS
 RB0034  HISTORY     - 1988     GOOD             USPSQD
 RB0034
 RB0034                          STATION DESCRIPTION
 RB0034
 RB0034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 RB0034'3.4 MI W FROM TOLL GATE.
 RB0034'3.4 MILES WEST ALONG STATE HIGHWAY 204 FROM THE POST OFFICE AT TOLL
 RB0034'GATE, 0.05 MILE EAST OF THE ENTRANCE TO A GRAVEL DUMP, AT THE Y
 RB0034'JUNCTION OF A PRIVATE DRIVE LEADING TO A LARGE FRAME HOUSE, 162 FEET
 RB0034'WEST OF THE CENTER LINE OF THE DRIVE, 39.0 FEET SOUTHEAST OF THE
 RB0034'CENTER LINE OF THE HIGHWAY, 23.8 FEET SOUTHEAST OF THE SOUTH END OF A
 RB0034'24-INCH CORRUGATED METAL PIPE CULVERT, 1.4 FEET EAST OF A WITNESS
 RB0034'POST, ABOUT 3 FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 RB0034'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 RB0034
 RB0034                          STATION RECOVERY (1988)
 RB0034
 RB0034'RECOVERY NOTE BY US POWER SQUADRON 1988 (RCC)
 RB0034'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0032 ***********************************************************************
 RB0032  DESIGNATION -  3096 17
 RB0032  PID         -  RB0032
 RB0032  STATE/COUNTY-  OR/UMATILLA
 RB0032  USGS QUAD   -  BLALOCK MOUNTAIN (1995)
 RB0032
 RB0032                         *CURRENT SURVEY CONTROL
 RB0032  ___________________________________________________________________
 RB0032* NAD 83(1986)-  45 47 16.     (N)    118 08 01.     (W)     SCALED    
 RB0032* NAVD 88     -      1386.068  (meters)    4547.46   (feet)  ADJUSTED  
 RB0032  ___________________________________________________________________
 RB0032  GEOID HEIGHT-         -18.87  (meters)                     GEOID03
 RB0032  DYNAMIC HT  -        1385.678 (meters)    4546.18  (feet)  COMP
 RB0032  MODELED GRAV-     980,285.0   (mgal)                       NAVD 88
 RB0032
 RB0032  VERT ORDER  -  SECOND    CLASS 0
 RB0032
 RB0032.The horizontal coordinates were scaled from a topographic map and have
 RB0032.an estimated accuracy of +/- 6 seconds.
 RB0032
 RB0032.The orthometric height was determined by differential leveling
 RB0032.and adjusted in June 1991.
 RB0032
 RB0032.The geoid height was determined by GEOID03.
 RB0032
 RB0032.The dynamic height is computed by dividing the NAVD 88
 RB0032.geopotential number by the normal gravity value computed on the
 RB0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0032.degrees latitude (g = 980.6199 gals.).
 RB0032
 RB0032.The modeled gravity was interpolated from observed gravity values.
 RB0032
 RB0032;                    North         East    Units  Estimated Accuracy
 RB0032;SPC OR N     -   238,400.    2,683,970.      MT  (+/- 180 meters Scaled)
 RB0032
 RB0032                          SUPERSEDED SURVEY CONTROL
 RB0032
 RB0032  NGVD 29 (??/??/92) 1384.824  (m)         4543.38   (f) ADJ UNCH    2 0
 RB0032
 RB0032.Superseded values are not recommended for survey control.
 RB0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0032.See file dsdata.txt to determine how the superseded data were derived.
 RB0032
 RB0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML118710(NAD 83)
 RB0032_MARKER: DD = SURVEY DISK
 RB0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0032_STAMPING: 3096-17 1930
 RB0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0032+STABILITY: SURFACE MOTION
 RB0032
 RB0032  HISTORY     - Date     Condition        Report By
 RB0032  HISTORY     - 1930     MONUMENTED       USDA
 RB0032  HISTORY     - 1952     GOOD             NGS
 RB0032
 RB0032                          STATION DESCRIPTION
 RB0032
 RB0032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 RB0032'3.1 MI NW FROM TOLL GATE.
 RB0032'3.1 MILES NORTHWEST ALONG STATE HIGHWAY 204 FROM THE POST OFFICE AT
 RB0032'TOLL GATE, ON THE NORTHWEST BANK OF A CUT, 38.2 FEET NORTHWEST OF THE
 RB0032'CENTER LINE OF THE HIGHWAY, 8.0 FEET NORTHWEST OF A FENCE, 1.2 FEET
 RB0032'EAST OF A WITNESS POST, ABOUT 2 FEET HIGHER THAN THE HIGHWAY, AND SET
 RB0032'IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0033 ***********************************************************************
 RB0033  DESIGNATION -  3096 18
 RB0033  PID         -  RB0033
 RB0033  STATE/COUNTY-  OR/UMATILLA
 RB0033  USGS QUAD   -  BLALOCK MOUNTAIN (1995)
 RB0033
 RB0033                         *CURRENT SURVEY CONTROL
 RB0033  ___________________________________________________________________
 RB0033* NAD 83(1986)-  45 47 16.     (N)    118 08 03.     (W)     SCALED    
 RB0033* NAVD 88     -      1388.931  (meters)    4556.85   (feet)  ADJUSTED  
 RB0033  ___________________________________________________________________
 RB0033  GEOID HEIGHT-         -18.87  (meters)                     GEOID03
 RB0033  DYNAMIC HT  -        1388.541 (meters)    4555.57  (feet)  COMP
 RB0033  MODELED GRAV-     980,285.2   (mgal)                       NAVD 88
 RB0033
 RB0033  VERT ORDER  -  SECOND    CLASS 0
 RB0033
 RB0033.The horizontal coordinates were scaled from a topographic map and have
 RB0033.an estimated accuracy of +/- 6 seconds.
 RB0033
 RB0033.The orthometric height was determined by differential leveling
 RB0033.and adjusted in June 1991.
 RB0033
 RB0033.The geoid height was determined by GEOID03.
 RB0033
 RB0033.The dynamic height is computed by dividing the NAVD 88
 RB0033.geopotential number by the normal gravity value computed on the
 RB0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0033.degrees latitude (g = 980.6199 gals.).
 RB0033
 RB0033.The modeled gravity was interpolated from observed gravity values.
 RB0033
 RB0033;                    North         East    Units  Estimated Accuracy
 RB0033;SPC OR N     -   238,400.    2,683,930.      MT  (+/- 180 meters Scaled)
 RB0033
 RB0033                          SUPERSEDED SURVEY CONTROL
 RB0033
 RB0033  NGVD 29 (??/??/92) 1387.688  (m)         4552.77   (f) ADJ UNCH    2 0
 RB0033
 RB0033.Superseded values are not recommended for survey control.
 RB0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0033.See file dsdata.txt to determine how the superseded data were derived.
 RB0033
 RB0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML118710(NAD 83)
 RB0033_MARKER: DD = SURVEY DISK
 RB0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0033_STAMPING: 3096-18 1930
 RB0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0033+STABILITY: SURFACE MOTION
 RB0033
 RB0033  HISTORY     - Date     Condition        Report By
 RB0033  HISTORY     - 1930     MONUMENTED       USDA
 RB0033  HISTORY     - 1952     GOOD             NGS
 RB0033
 RB0033                          STATION DESCRIPTION
 RB0033
 RB0033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 RB0033'3.1 MI NW FROM TOLL GATE.
 RB0033'3.1 MILES NORTHWEST ALONG STATE HIGHWAY 204 FROM THE POST OFFICE AT
 RB0033'TOLL GATE, ON THE SOUTHEAST BANK OF A CUT, 80.2 FEET SOUTHEAST OF AND
 RB0033'ACROSS THE HIGHWAY FROM BENCH MARK 3096-17 (U.S.D.A.), 42.0 FEET
 RB0033'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 0.8 FEET NORTH OF A
 RB0033'WITNESS POST, ABOUT 7 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP
 RB0033'OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0030 ***********************************************************************
 RB0030  DESIGNATION -  3096 21
 RB0030  PID         -  RB0030
 RB0030  STATE/COUNTY-  OR/UMATILLA
 RB0030  USGS QUAD   -  BLALOCK MOUNTAIN (1995)
 RB0030
 RB0030                         *CURRENT SURVEY CONTROL
 RB0030  ___________________________________________________________________
 RB0030* NAD 83(1986)-  45 47 35.     (N)    118 07 40.     (W)     SCALED    
 RB0030* NAVD 88     -      1432.299  (meters)    4699.13   (feet)  ADJUSTED  
 RB0030  ___________________________________________________________________
 RB0030  GEOID HEIGHT-         -18.86  (meters)                     GEOID03
 RB0030  DYNAMIC HT  -        1431.894 (meters)    4697.81  (feet)  COMP
 RB0030  MODELED GRAV-     980,282.2   (mgal)                       NAVD 88
 RB0030
 RB0030  VERT ORDER  -  SECOND    CLASS 0
 RB0030
 RB0030.The horizontal coordinates were scaled from a topographic map and have
 RB0030.an estimated accuracy of +/- 6 seconds.
 RB0030
 RB0030.The orthometric height was determined by differential leveling
 RB0030.and adjusted in June 1991.
 RB0030
 RB0030.The geoid height was determined by GEOID03.
 RB0030
 RB0030.The dynamic height is computed by dividing the NAVD 88
 RB0030.geopotential number by the normal gravity value computed on the
 RB0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0030.degrees latitude (g = 980.6199 gals.).
 RB0030
 RB0030.The modeled gravity was interpolated from observed gravity values.
 RB0030
 RB0030;                    North         East    Units  Estimated Accuracy
 RB0030;SPC OR N     -   239,000.    2,684,410.      MT  (+/- 180 meters Scaled)
 RB0030
 RB0030                          SUPERSEDED SURVEY CONTROL
 RB0030
 RB0030  NGVD 29 (??/??/92) 1431.056  (m)         4695.06   (f) ADJ UNCH    2 0
 RB0030
 RB0030.Superseded values are not recommended for survey control.
 RB0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0030.See file dsdata.txt to determine how the superseded data were derived.
 RB0030
 RB0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML123716(NAD 83)
 RB0030_MARKER: DD = SURVEY DISK
 RB0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0030_STAMPING: 3096-21 1930
 RB0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0030+STABILITY: SURFACE MOTION
 RB0030
 RB0030  HISTORY     - Date     Condition        Report By
 RB0030  HISTORY     - 1930     MONUMENTED       USDA
 RB0030  HISTORY     - 1952     GOOD             NGS
 RB0030
 RB0030                          STATION DESCRIPTION
 RB0030
 RB0030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 RB0030'2.6 MI NW FROM TOLL GATE.
 RB0030'2.6 MILES NORTHWEST ALONG STATE HIGHWAY 204 FROM THE POST OFFICE AT
 RB0030'TOLL GATE, AT THE ENTRANCE TO THE UMATILLA NATIONAL FOREST, 139 FEET
 RB0030'WEST OF BENCH MARK Z 514, 40.0 FEET NORTH OF THE CENTER LINE OF THE
 RB0030'HIGHWAY, 18 FEET NORTH OF THE SIGN READING ENTERINE UMATILLA NATIONAL
 RB0030'FOREST, 0.5 FOOT SOUTHEAST OF A FENCE, 1.4 FEET WEST OF A WITNESS
 RB0030'POST, ABOUT 1 FOOT HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 RB0030'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0031 ***********************************************************************
 RB0031  DESIGNATION -  3096 22
 RB0031  PID         -  RB0031
 RB0031  STATE/COUNTY-  OR/UMATILLA
 RB0031  USGS QUAD   -  BLALOCK MOUNTAIN (1995)
 RB0031
 RB0031                         *CURRENT SURVEY CONTROL
 RB0031  ___________________________________________________________________
 RB0031* NAD 83(1986)-  45 47 35.     (N)    118 07 40.     (W)     SCALED    
 RB0031* NAVD 88     -      1433.068  (meters)    4701.66   (feet)  ADJUSTED  
 RB0031  ___________________________________________________________________
 RB0031  GEOID HEIGHT-         -18.86  (meters)                     GEOID03
 RB0031  DYNAMIC HT  -        1432.663 (meters)    4700.33  (feet)  COMP
 RB0031  MODELED GRAV-     980,282.2   (mgal)                       NAVD 88
 RB0031
 RB0031  VERT ORDER  -  SECOND    CLASS 0
 RB0031
 RB0031.The horizontal coordinates were scaled from a topographic map and have
 RB0031.an estimated accuracy of +/- 6 seconds.
 RB0031
 RB0031.The orthometric height was determined by differential leveling
 RB0031.and adjusted in June 1991.
 RB0031
 RB0031.The geoid height was determined by GEOID03.
 RB0031
 RB0031.The dynamic height is computed by dividing the NAVD 88
 RB0031.geopotential number by the normal gravity value computed on the
 RB0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0031.degrees latitude (g = 980.6199 gals.).
 RB0031
 RB0031.The modeled gravity was interpolated from observed gravity values.
 RB0031
 RB0031;                    North         East    Units  Estimated Accuracy
 RB0031;SPC OR N     -   239,000.    2,684,410.      MT  (+/- 180 meters Scaled)
 RB0031
 RB0031                          SUPERSEDED SURVEY CONTROL
 RB0031
 RB0031  NGVD 29 (??/??/92) 1431.824  (m)         4697.58   (f) ADJ UNCH    2 0
 RB0031
 RB0031.Superseded values are not recommended for survey control.
 RB0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0031.See file dsdata.txt to determine how the superseded data were derived.
 RB0031
 RB0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML123716(NAD 83)
 RB0031_MARKER: DD = SURVEY DISK
 RB0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0031_STAMPING: 3096-22 1930
 RB0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0031+STABILITY: SURFACE MOTION
 RB0031
 RB0031  HISTORY     - Date     Condition        Report By
 RB0031  HISTORY     - 1930     MONUMENTED       USDA
 RB0031  HISTORY     - 1952     GOOD             NGS
 RB0031
 RB0031                          STATION DESCRIPTION
 RB0031
 RB0031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 RB0031'2.6 MI NW FROM TOLL GATE.
 RB0031'2.6 MILES NORTHWEST ALONG STATE HIGHWAY 204 FROM THE POST OFFICE AT
 RB0031'TOLL GATE, AT THE ENTRANCE TO THE UMATILLA NATIONAL FOREST, 80.4 FEET
 RB0031'SOUTH OF AND ACROSS THE HIGHWAY FROM BENCH MARK 3096-21 (U.S.D.A.),
 RB0031'40.4 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 1.3 FEET NORTH
 RB0031'OF A WITNESS POST, ABOUT 3 FEET HIGHER THAN THE HIGHWAY, AND SET IN
 RB0031'THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0027 ***********************************************************************
 RB0027  DESIGNATION -  3096 31
 RB0027  PID         -  RB0027
 RB0027  STATE/COUNTY-  OR/UMATILLA
 RB0027  USGS QUAD   -  TOLLGATE (1995)
 RB0027
 RB0027                         *CURRENT SURVEY CONTROL
 RB0027  ___________________________________________________________________
 RB0027* NAD 83(1986)-  45 46 57.     (N)    118 07 03.     (W)     SCALED    
 RB0027* NAVD 88     -      1517.284  (meters)    4977.96   (feet)  ADJUSTED  
 RB0027  ___________________________________________________________________
 RB0027  GEOID HEIGHT-         -18.79  (meters)                     GEOID03
 RB0027  DYNAMIC HT  -        1516.853 (meters)    4976.54  (feet)  COMP
 RB0027  MODELED GRAV-     980,276.7   (mgal)                       NAVD 88
 RB0027
 RB0027  VERT ORDER  -  SECOND    CLASS 0
 RB0027
 RB0027.The horizontal coordinates were scaled from a topographic map and have
 RB0027.an estimated accuracy of +/- 6 seconds.
 RB0027
 RB0027.The orthometric height was determined by differential leveling
 RB0027.and adjusted in June 1991.
 RB0027
 RB0027.The geoid height was determined by GEOID03.
 RB0027
 RB0027.The dynamic height is computed by dividing the NAVD 88
 RB0027.geopotential number by the normal gravity value computed on the
 RB0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0027.degrees latitude (g = 980.6199 gals.).
 RB0027
 RB0027.The modeled gravity was interpolated from observed gravity values.
 RB0027
 RB0027;                    North         East    Units  Estimated Accuracy
 RB0027;SPC OR N     -   237,850.    2,685,240.      MT  (+/- 180 meters Scaled)
 RB0027
 RB0027                          SUPERSEDED SURVEY CONTROL
 RB0027
 RB0027  NGVD 29 (??/??/92) 1516.042  (m)         4973.88   (f) ADJ UNCH    2 0
 RB0027
 RB0027.Superseded values are not recommended for survey control.
 RB0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0027.See file dsdata.txt to determine how the superseded data were derived.
 RB0027
 RB0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML131704(NAD 83)
 RB0027_MARKER: DD = SURVEY DISK
 RB0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0027_STAMPING: 3096-31
 RB0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0027+STABILITY: SURFACE MOTION
 RB0027
 RB0027  HISTORY     - Date     Condition        Report By
 RB0027  HISTORY     - UNK      MONUMENTED       USDA
 RB0027  HISTORY     - 1952     GOOD             NGS
 RB0027
 RB0027                          STATION DESCRIPTION
 RB0027
 RB0027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 RB0027'1.7 MI NW FROM TOLL GATE.
 RB0027'1.7 MILES NORTHWEST ALONG STATE HIGHWAY 204 FROM THE POST OFFICE AT
 RB0027'TOLL GATE, 80.4 FEET NORTHEAST OF BENCH MARK 3096-32 (U.S.D.A.), 41.8
 RB0027'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 2.1 FEET WEST OF A
 RB0027'WITNESS POST, ABOUT 8 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP
 RB0027'OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0028 ***********************************************************************
 RB0028  DESIGNATION -  3096 32
 RB0028  PID         -  RB0028
 RB0028  STATE/COUNTY-  OR/UMATILLA
 RB0028  USGS QUAD   -  TOLLGATE (1995)
 RB0028
 RB0028                         *CURRENT SURVEY CONTROL
 RB0028  ___________________________________________________________________
 RB0028* NAD 83(1986)-  45 46 57.     (N)    118 07 02.     (W)     SCALED    
 RB0028* NAVD 88     -      1512.722  (meters)    4962.99   (feet)  ADJUSTED  
 RB0028  ___________________________________________________________________
 RB0028  GEOID HEIGHT-         -18.79  (meters)                     GEOID03
 RB0028  DYNAMIC HT  -        1512.291 (meters)    4961.57  (feet)  COMP
 RB0028  MODELED GRAV-     980,276.5   (mgal)                       NAVD 88
 RB0028
 RB0028  VERT ORDER  -  SECOND    CLASS 0
 RB0028
 RB0028.The horizontal coordinates were scaled from a topographic map and have
 RB0028.an estimated accuracy of +/- 6 seconds.
 RB0028
 RB0028.The orthometric height was determined by differential leveling
 RB0028.and adjusted in June 1991.
 RB0028
 RB0028.The geoid height was determined by GEOID03.
 RB0028
 RB0028.The dynamic height is computed by dividing the NAVD 88
 RB0028.geopotential number by the normal gravity value computed on the
 RB0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0028.degrees latitude (g = 980.6199 gals.).
 RB0028
 RB0028.The modeled gravity was interpolated from observed gravity values.
 RB0028
 RB0028;                    North         East    Units  Estimated Accuracy
 RB0028;SPC OR N     -   237,850.    2,685,260.      MT  (+/- 180 meters Scaled)
 RB0028
 RB0028                          SUPERSEDED SURVEY CONTROL
 RB0028
 RB0028  NGVD 29 (??/??/92) 1511.479  (m)         4958.91   (f) ADJ UNCH    2 0
 RB0028
 RB0028.Superseded values are not recommended for survey control.
 RB0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0028.See file dsdata.txt to determine how the superseded data were derived.
 RB0028
 RB0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML131704(NAD 83)
 RB0028_MARKER: DD = SURVEY DISK
 RB0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0028_STAMPING: 3096-32 1930
 RB0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0028+STABILITY: SURFACE MOTION
 RB0028
 RB0028  HISTORY     - Date     Condition        Report By
 RB0028  HISTORY     - 1930     MONUMENTED       USDA
 RB0028  HISTORY     - 1952     GOOD             NGS
 RB0028
 RB0028                          STATION DESCRIPTION
 RB0028
 RB0028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 RB0028'1.7 MI NW FROM TOLL GATE.
 RB0028'1.7 MILES NORTHWEST ALONG STATE HIGHWAY 204 FROM THE POST OFFICE AT
 RB0028'TOLL GATE, 38.6 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 1.5
 RB0028'FEET NORTH OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE HIGHWAY, AND
 RB0028'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE
 RB0028'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0024 ***********************************************************************
 RB0024  DESIGNATION -  3096 43
 RB0024  PID         -  RB0024
 RB0024  STATE/COUNTY-  OR/UMATILLA
 RB0024  USGS QUAD   -  TOLLGATE (1995)
 RB0024
 RB0024                         *CURRENT SURVEY CONTROL
 RB0024  ___________________________________________________________________
 RB0024* NAD 83(1986)-  45 46 50.     (N)    118 05 27.     (W)     SCALED    
 RB0024* NAVD 88     -      1491.427  (meters)    4893.12   (feet)  ADJUSTED  
 RB0024  ___________________________________________________________________
 RB0024  GEOID HEIGHT-         -18.67  (meters)                     GEOID03
 RB0024  DYNAMIC HT  -        1490.982 (meters)    4891.66  (feet)  COMP
 RB0024  MODELED GRAV-     980,263.5   (mgal)                       NAVD 88
 RB0024
 RB0024  VERT ORDER  -  SECOND    CLASS 0
 RB0024
 RB0024.The horizontal coordinates were scaled from a topographic map and have
 RB0024.an estimated accuracy of +/- 6 seconds.
 RB0024
 RB0024.The orthometric height was determined by differential leveling
 RB0024.and adjusted in June 1991.
 RB0024
 RB0024.The geoid height was determined by GEOID03.
 RB0024
 RB0024.The dynamic height is computed by dividing the NAVD 88
 RB0024.geopotential number by the normal gravity value computed on the
 RB0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0024.degrees latitude (g = 980.6199 gals.).
 RB0024
 RB0024.The modeled gravity was interpolated from observed gravity values.
 RB0024
 RB0024;                    North         East    Units  Estimated Accuracy
 RB0024;SPC OR N     -   237,700.    2,687,320.      MT  (+/- 180 meters Scaled)
 RB0024
 RB0024                          SUPERSEDED SURVEY CONTROL
 RB0024
 RB0024  NGVD 29 (??/??/92) 1490.163  (m)         4888.98   (f) ADJ UNCH    2 0
 RB0024
 RB0024.Superseded values are not recommended for survey control.
 RB0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0024.See file dsdata.txt to determine how the superseded data were derived.
 RB0024
 RB0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML152702(NAD 83)
 RB0024_MARKER: DD = SURVEY DISK
 RB0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0024_STAMPING: 3096-43 1930
 RB0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0024+STABILITY: SURFACE MOTION
 RB0024
 RB0024  HISTORY     - Date     Condition        Report By
 RB0024  HISTORY     - 1930     MONUMENTED       USDA
 RB0024  HISTORY     - 1952     GOOD             NGS
 RB0024  HISTORY     - 1960     MARK NOT FOUND   NGS
 RB0024
 RB0024                          STATION DESCRIPTION
 RB0024
 RB0024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 RB0024'IN TOLL GATE.
 RB0024'AT TOLL GATE, IN A Y FORMED BY A SPRING JOINING A SMALL CREEK, 63 FEET
 RB0024'WEST OF THE ENTRANCE TO THE POST OFFICE, 40 1/2 FEET NORTH OF THE
 RB0024'CENTER LINE OF THE HIGHWAY, 14.1 FEET NORTHWEST OF THE NORTH END OF A
 RB0024'24-INCH CORRUGATED METAL PIPE CULVERT, ABOUT 7 FEET LOWER THAN THE
 RB0024'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT
 RB0024'ABOVE THE GROUND.
 RB0024
 RB0024                          STATION RECOVERY (1960)
 RB0024
 RB0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 RB0024'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0468 ***********************************************************************
 RD0468  DESIGNATION -  31
 RD0468  PID         -  RD0468
 RD0468  STATE/COUNTY-  OR/MULTNOMAH
 RD0468  USGS QUAD   -  PORTLAND (1990)
 RD0468
 RD0468                         *CURRENT SURVEY CONTROL
 RD0468  ___________________________________________________________________
 RD0468* NAD 83(1986)-  45 31 36.     (N)    122 40 14.     (W)     SCALED    
 RD0468* NAVD 88     -        10.493  (meters)      34.43   (feet)  ADJUSTED  
 RD0468  ___________________________________________________________________
 RD0468  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 RD0468  DYNAMIC HT  -          10.493 (meters)      34.43  (feet)  COMP
 RD0468  MODELED GRAV-     980,626.7   (mgal)                       NAVD 88
 RD0468
 RD0468  VERT ORDER  -  FIRST     CLASS II
 RD0468
 RD0468.The horizontal coordinates were scaled from a topographic map and have
 RD0468.an estimated accuracy of +/- 6 seconds.
 RD0468
 RD0468.The orthometric height was determined by differential leveling
 RD0468.and adjusted in June 1991.
 RD0468.WARNING-Repeat measurements at this control monument indicate possible
 RD0468.vertical movement.
 RD0468
 RD0468.The geoid height was determined by GEOID03.
 RD0468
 RD0468.The dynamic height is computed by dividing the NAVD 88
 RD0468.geopotential number by the normal gravity value computed on the
 RD0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0468.degrees latitude (g = 980.6199 gals.).
 RD0468
 RD0468.The modeled gravity was interpolated from observed gravity values.
 RD0468
 RD0468;                    North         East    Units  Estimated Accuracy
 RD0468;SPC OR N     -   208,970.    2,330,470.      MT  (+/- 180 meters Scaled)
 RD0468
 RD0468                          SUPERSEDED SURVEY CONTROL
 RD0468
 RD0468  NGVD 29 (05/16/90)    9.432  (m)           30.94   (f) ADJUSTED    1 2
 RD0468
 RD0468.Superseded values are not recommended for survey control.
 RD0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0468.See file dsdata.txt to determine how the superseded data were derived.
 RD0468
 RD0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER257415(NAD 83)
 RD0468_MARKER: DD = SURVEY DISK
 RD0468_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RD0468_SP_SET: BRIDGE ABUTMENT
 RD0468_STAMPING: 31
 RD0468_MARK LOGO: OR1650
 RD0468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RD0468_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD0468+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2005
 RD0468
 RD0468  HISTORY     - Date     Condition        Report By
 RD0468  HISTORY     - UNK      MONUMENTED
 RD0468  HISTORY     - 1933     GOOD             OR1650
 RD0468  HISTORY     - 1987     GOOD             NGS
 RD0468  HISTORY     - 1987     GOOD             NGS
 RD0468  HISTORY     - 1987     GOOD             NGS
 RD0468  HISTORY     - 20010424 GOOD             USPSQD
 RD0468  HISTORY     - 20050220 GOOD             USPSQD
 RD0468
 RD0468                          STATION DESCRIPTION
 RD0468
 RD0468'DESCRIBED BY CITY OF PORTLAND OREGON 1933
 RD0468'IN PORTLAND.
 RD0468'AT PORTLAND, MULTNOMAH COUNTY, 60 FEET WEST OF NORTHWEST FRONT AVENUE,
 RD0468'20 FEET SOUTH OF A APUR TRACK LEADING TO THE UNION STATION, IN THE
 RD0468'EAST FACE OF THE WEST ABUTMENT OF THE UPPER LEVEL OF THE RAILROAD
 RD0468'BRIDGE OVER THE WILLAMETTE RIVER, NEAR THE NORTH END AND ABOUT 2 FEET
 RD0468'ABOVE GROUND.  A CITY OF PORTLAND STANDARD DISK, STAMPED 31 AND SET
 RD0468'VERTICALLY.
 RD0468
 RD0468                          STATION RECOVERY (1987)
 RD0468
 RD0468'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD0468'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN PORTLAND,
 RD0468'AT THE JUNCTION OF NORTHWEST FRONT AVENUE AND NORTHWEST GILSAN
 RD0468'STREET, SET VERTICALLY IN THE EAST FACE AND 0.3 M (1.0 FT) SOUTH OF
 RD0468'THE NORTH END OF THE WEST ABUTMENT OF NORTHWEST GILSAN STREET
 RD0468'OVERPASS LEADING TO STEEL BRIDGE WHICH SPANS THE WILLAMETTE RIVER,
 RD0468'34.4 M (112.9 FT) SOUTHWEST OF THE CENTERLINE OF THE SOUTHEASTBOUND
 RD0468'LANES OF THE AVENUE, AND 8.5 M (27.9 FT) NORTH OF THE CENTER OF THE
 RD0468'STREET.
 RD0468'THE MARK IS 0.5 M ABOVE THE GROUND.
 RD0468
 RD0468                          STATION RECOVERY (1987)
 RD0468
 RD0468'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD0468'RECOVERED IN GOOD CONDITION.
 RD0468
 RD0468                          STATION RECOVERY (1987)
 RD0468
 RD0468'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD0468'DESCRIBED AS DESCRIBED.
 RD0468
 RD0468                          STATION RECOVERY (2001)
 RD0468
 RD0468'RECOVERY NOTE BY US POWER SQUADRON 2001 (KK)
 RD0468'RECOVERED IN GOOD CONDITION.
 RD0468
 RD0468                          STATION RECOVERY (2005)
 RD0468
 RD0468'RECOVERY NOTE BY US POWER SQUADRON 2005 (SO)
 RD0468'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0197 ***********************************************************************
 QE0197  DESIGNATION -  31
 QE0197  PID         -  QE0197
 QE0197  STATE/COUNTY-  OR/LINN
 QE0197  USGS QUAD   -  ECHO MOUNTAIN (1994)
 QE0197
 QE0197                         *CURRENT SURVEY CONTROL
 QE0197  ___________________________________________________________________
 QE0197* NAD 83(1986)-  44 23 46.     (N)    122 06 07.     (W)     SCALED    
 QE0197* NAVD 88     -      1121.014  (meters)    3677.86   (feet)  POSTED    
 QE0197  ___________________________________________________________________
 QE0197  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 QE0197  DYNAMIC HT  -        1120.610 (meters)    3676.53  (feet)  COMP
 QE0197  MODELED GRAV-     980,222.2   (mgal)                       NAVD 88
 QE0197
 QE0197  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 QE0197
 QE0197.The horizontal coordinates were scaled from a topographic map and have
 QE0197.an estimated accuracy of +/- 6 seconds.
 QE0197
 QE0197.The orthometric height was determined by differential leveling
 QE0197.and adjusted by the  in 1992.
 QE0197.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 QE0197.rate of 1.1 thru 2.0 mm/km.
 QE0197
 QE0197.The geoid height was determined by GEOID03.
 QE0197
 QE0197.The dynamic height is computed by dividing the NAVD 88
 QE0197.geopotential number by the normal gravity value computed on the
 QE0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0197.degrees latitude (g = 980.6199 gals.).
 QE0197
 QE0197.The modeled gravity was interpolated from observed gravity values.
 QE0197
 QE0197;                    North         East    Units  Estimated Accuracy
 QE0197;SPC OR N     -    82,320.    2,372,380.      MT  (+/- 180 meters Scaled)
 QE0197
 QE0197                          SUPERSEDED SURVEY CONTROL
 QE0197
 QE0197  NGVD 29 (??/??/92) 1119.824  (m)         3673.96   (f) ADJ UNCH    1 2
 QE0197
 QE0197.Superseded values are not recommended for survey control.
 QE0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0197.See file dsdata.txt to determine how the superseded data were derived.
 QE0197
 QE0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ715162(NAD 83)
 QE0197_MARKER: DD = SURVEY DISK
 QE0197_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QE0197_SP_SET: CULVERT
 QE0197_STAMPING: 3674 31 1936
 QE0197_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0197
 QE0197  HISTORY     - Date     Condition        Report By
 QE0197  HISTORY     - 1936     MONUMENTED       BPR
 QE0197  HISTORY     - 1963     GOOD             NGS
 QE0197
 QE0197                          STATION DESCRIPTION
 QE0197
 QE0197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 QE0197'9.4 MI W FROM SANTIAM JUNCTION.
 QE0197'9.4 MILES WEST ALONG U.S. HIGHWAY 20 FROM THE MOBIL SERVICE STATION
 QE0197'AND STORE AT SANTIAM JUNCTION, 0.2 MILE WEST OF MILE POST NO. 66 AND
 QE0197'28 FEET NORTHWEST OF THE CENTER OF THE HIGHWAY IN THE NORTH HEAD WALL
 QE0197'OF CULVERT OVER SLIDE CREEK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3704 ***********************************************************************
 RD3704  DESIGNATION -  31
 RD3704  PID         -  RD3704
 RD3704  STATE/COUNTY-  OR/MULTNOMAH
 RD3704  USGS QUAD   -  LINNTON (1990)
 RD3704
 RD3704                         *CURRENT SURVEY CONTROL
 RD3704  ___________________________________________________________________
 RD3704* NAD 83(1991)-  45 35 29.91080(N)    122 46 02.71228(W)     ADJUSTED  
 RD3704* NAVD 88     -        10.     (meters)      33.     (feet)  SCALED    
 RD3704  ___________________________________________________________________
 RD3704  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 RD3704  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 RD3704  HORZ ORDER  -  THIRD
 RD3704
 RD3704.The horizontal coordinates were established by classical geodetic methods
 RD3704.and adjusted by the National Geodetic Survey in October 1991.
 RD3704
 RD3704.The orthometric height was scaled from a topographic map.
 RD3704
 RD3704.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3704
 RD3704.The geoid height was determined by GEOID03.
 RD3704
 RD3704;                    North         East     Units Scale Factor Converg.
 RD3704;SPC OR N     -   216,391.209 2,323,107.615   MT  0.99992180   -1 36 28.9
 RD3704;SPC OR N     -   709,944.91  7,621,744.14   iFT  0.99992180   -1 36 28.9
 RD3704;SPC WA S     -    31,254.675   323,083.683   MT  1.00006353   -1 38 49.4
 RD3704;SPC WA S     -   102,541.38  1,059,983.72   sFT  1.00006353   -1 38 49.4
 RD3704;UTM  10      - 5,048,704.037   518,141.223   MT  0.99960405   +0 09 58.1
 RD3704
 RD3704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3704!SPC OR N     -   1.00000201  x   0.99992180  =   0.99992381
 RD3704!SPC WA S     -   1.00000201  x   1.00006353  =   1.00006554
 RD3704!UTM  10      -   1.00000201  x   0.99960405  =   0.99960605
 RD3704
 RD3704:                Primary Azimuth Mark                     Grid Az
 RD3704:SPC OR N     -  33                                       147 28 17.7
 RD3704:SPC WA S     -  33                                       147 30 38.2
 RD3704:UTM  10      -  33                                       145 41 50.7
 RD3704
 RD3704|---------------------------------------------------------------------|
 RD3704| PID    Reference Object                     Distance      Geod. Az  |
 RD3704|                                                           dddmmss.s |
 RD3704| RD3709 33                                  APPROX. 0.6 KM 1455148.8 |
 RD3704|---------------------------------------------------------------------|
 RD3704
 RD3704                          SUPERSEDED SURVEY CONTROL
 RD3704
 RD3704  NAD 83(1986)-  45 35 29.93018(N)    122 46 02.71495(W) AD(       ) 3
 RD3704  NAD 27      -  45 35 30.50600(N)    122 45 58.35400(W) AD(       ) 3
 RD3704
 RD3704.Superseded values are not recommended for survey control.
 RD3704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3704.See file dsdata.txt to determine how the superseded data were derived.
 RD3704
 RD3704_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1814148704(NAD 83)
 RD3704
 RD3704  HISTORY     - Date     Condition        Report By
 RD3704  HISTORY     - 1899     MONUMENTED       USE
 RD3704
 RD3704                          STATION DESCRIPTION
 RD3704
 RD3704'DESCRIBED BY US ENGINEERS 1899
 RD3704'THE STATION IS MARKED BY A PIPE SET IN THE CENTER OF A SQUARE
 RD3704'BLOCK OF CONCRETE.  THE TOP OF THE BLOCK IS SMOOTHED OFF
 RD3704'AND BEARS THE LETTERS U.S.E., ONE LETTER IN EACH OF THREE
 RD3704'CORNERS.  IN THE FOURTH CORNER IS THE NUMBER BY WHICH THE
 RD3704'STATION IS KNOWN.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0090 ***********************************************************************
 NY0090  DESIGNATION -  31 1
 NY0090  PID         -  NY0090
 NY0090  STATE/COUNTY-  OR/LAKE
 NY0090  USGS QUAD   -  CROOKED CREEK VALLEY (1964)
 NY0090
 NY0090                         *CURRENT SURVEY CONTROL
 NY0090  ___________________________________________________________________
 NY0090* NAD 83(1986)-  42 18 25.     (N)    120 20 31.     (W)     SCALED    
 NY0090* NAVD 88     -      1499.091  (meters)    4918.27   (feet)  ADJUSTED  
 NY0090  ___________________________________________________________________
 NY0090  GEOID HEIGHT-         -20.79  (meters)                     GEOID03
 NY0090  DYNAMIC HT  -        1498.102 (meters)    4915.02  (feet)  COMP
 NY0090  MODELED GRAV-     979,909.5   (mgal)                       NAVD 88
 NY0090
 NY0090  VERT ORDER  -  FIRST     CLASS II
 NY0090
 NY0090.The horizontal coordinates were scaled from a topographic map and have
 NY0090.an estimated accuracy of +/- 6 seconds.
 NY0090
 NY0090.The orthometric height was determined by differential leveling
 NY0090.and adjusted in June 1991.
 NY0090
 NY0090.The geoid height was determined by GEOID03.
 NY0090
 NY0090.The dynamic height is computed by dividing the NAVD 88
 NY0090.geopotential number by the normal gravity value computed on the
 NY0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0090.degrees latitude (g = 980.6199 gals.).
 NY0090
 NY0090.The modeled gravity was interpolated from observed gravity values.
 NY0090
 NY0090;                    North         East    Units  Estimated Accuracy
 NY0090;SPC OR S     -    71,140.    1,513,030.      MT  (+/- 180 meters Scaled)
 NY0090
 NY0090                          SUPERSEDED SURVEY CONTROL
 NY0090
 NY0090  NGVD 29 (??/??/92) 1497.869  (m)         4914.26   (f) ADJ UNCH    1 2
 NY0090
 NY0090.Superseded values are not recommended for survey control.
 NY0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0090.See file dsdata.txt to determine how the superseded data were derived.
 NY0090
 NY0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGM190872(NAD 83)
 NY0090_MARKER: DB = BENCH MARK DISK
 NY0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NY0090_STAMPING: 31-1 4914 1937
 NY0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0090+STABILITY: SURFACE MOTION
 NY0090
 NY0090  HISTORY     - Date     Condition        Report By
 NY0090  HISTORY     - 1937     MONUMENTED       BPR
 NY0090  HISTORY     - 1942     GOOD             NGS
 NY0090
 NY0090                          STATION DESCRIPTION
 NY0090
 NY0090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NY0090'7.95 MI N FROM LAKEVIEW.
 NY0090'ALONG THE HIGHWAY, U.S. NO. 395, 48 FEET WEST AND 4 FEET BELOW CENTER
 NY0090'LINE OF HIGHWAY, ABOUT 100 FEET SOUTH OF DIRT ROAD TURNING OFF TO THE
 NY0090'EAST, SOUTH OF CURVE AND RAIL FENCE.  WITNESS POST SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0092 ***********************************************************************
 NY0092  DESIGNATION -  31 2
 NY0092  PID         -  NY0092
 NY0092  STATE/COUNTY-  OR/LAKE
 NY0092  USGS QUAD   -  CROOKED CREEK VALLEY (1964)
 NY0092
 NY0092                         *CURRENT SURVEY CONTROL
 NY0092  ___________________________________________________________________
 NY0092* NAD 83(1986)-  42 18 43.     (N)    120 20 21.     (W)     SCALED    
 NY0092* NAVD 88     -      1502.375  (meters)    4929.04   (feet)  ADJUSTED  
 NY0092  ___________________________________________________________________
 NY0092  GEOID HEIGHT-         -20.78  (meters)                     GEOID03
 NY0092  DYNAMIC HT  -        1501.384 (meters)    4925.79  (feet)  COMP
 NY0092  MODELED GRAV-     979,909.3   (mgal)                       NAVD 88
 NY0092
 NY0092  VERT ORDER  -  FIRST     CLASS II
 NY0092
 NY0092.The horizontal coordinates were scaled from a topographic map and have
 NY0092.an estimated accuracy of +/- 6 seconds.
 NY0092
 NY0092.The orthometric height was determined by differential leveling
 NY0092.and adjusted in June 1991.
 NY0092
 NY0092.The geoid height was determined by GEOID03.
 NY0092
 NY0092.The dynamic height is computed by dividing the NAVD 88
 NY0092.geopotential number by the normal gravity value computed on the
 NY0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0092.degrees latitude (g = 980.6199 gals.).
 NY0092
 NY0092.The modeled gravity was interpolated from observed gravity values.
 NY0092
 NY0092;                    North         East    Units  Estimated Accuracy
 NY0092;SPC OR S     -    71,690.    1,513,260.      MT  (+/- 180 meters Scaled)
 NY0092
 NY0092                          SUPERSEDED SURVEY CONTROL
 NY0092
 NY0092  NGVD 29 (??/??/92) 1501.153  (m)         4925.03   (f) ADJ UNCH    1 2
 NY0092
 NY0092.Superseded values are not recommended for survey control.
 NY0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0092.See file dsdata.txt to determine how the superseded data were derived.
 NY0092
 NY0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGM192878(NAD 83)
 NY0092_MARKER: DD = SURVEY DISK
 NY0092_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NY0092_SP_SET: SYPHON
 NY0092_STAMPING: 31-2 4925 1937
 NY0092_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NY0092
 NY0092  HISTORY     - Date     Condition        Report By
 NY0092  HISTORY     - 1937     MONUMENTED       BPR
 NY0092  HISTORY     - 1942     GOOD             NGS
 NY0092
 NY0092                          STATION DESCRIPTION
 NY0092
 NY0092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NY0092'8.8 MI N FROM LAKEVIEW.
 NY0092'ALONG THE HIGHWAY U.S. NO. 395, IN TOP OF CONCRETE SYPHON BOX, 3 FEET
 NY0092'ABOVE AND 46 FEET EAST OF HIGHWAY CENTER LINE, 45 FEET NORTH OF WIRE
 NY0092'GATE AND FENCE CORNER, AND 15 FEET WEST OF FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0096 ***********************************************************************
 NY0096  DESIGNATION -  31 4
 NY0096  PID         -  NY0096
 NY0096  STATE/COUNTY-  OR/LAKE
 NY0096  USGS QUAD   -  CROOKED CREEK VALLEY (1964)
 NY0096
 NY0096                         *CURRENT SURVEY CONTROL
 NY0096  ___________________________________________________________________
 NY0096* NAD 83(1986)-  42 19 55.     (N)    120 17 54.     (W)     SCALED    
 NY0096* NAVD 88     -      1433.757  (meters)    4703.92   (feet)  ADJUSTED  
 NY0096  ___________________________________________________________________
 NY0096  GEOID HEIGHT-         -20.68  (meters)                     GEOID03
 NY0096  DYNAMIC HT  -        1432.811 (meters)    4700.81  (feet)  COMP
 NY0096  MODELED GRAV-     979,912.2   (mgal)                       NAVD 88
 NY0096
 NY0096  VERT ORDER  -  FIRST     CLASS II
 NY0096
 NY0096.The horizontal coordinates were scaled from a topographic map and have
 NY0096.an estimated accuracy of +/- 6 seconds.
 NY0096
 NY0096.The orthometric height was determined by differential leveling
 NY0096.and adjusted in June 1991.
 NY0096
 NY0096.The geoid height was determined by GEOID03.
 NY0096
 NY0096.The dynamic height is computed by dividing the NAVD 88
 NY0096.geopotential number by the normal gravity value computed on the
 NY0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0096.degrees latitude (g = 980.6199 gals.).
 NY0096
 NY0096.The modeled gravity was interpolated from observed gravity values.
 NY0096
 NY0096;                    North         East    Units  Estimated Accuracy
 NY0096;SPC OR S     -    73,920.    1,516,620.      MT  (+/- 180 meters Scaled)
 NY0096
 NY0096                          SUPERSEDED SURVEY CONTROL
 NY0096
 NY0096  NGVD 29 (??/??/92) 1432.525  (m)         4699.88   (f) ADJ UNCH    1 2
 NY0096
 NY0096.Superseded values are not recommended for survey control.
 NY0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0096.See file dsdata.txt to determine how the superseded data were derived.
 NY0096
 NY0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGM225901(NAD 83)
 NY0096_MARKER: DD = SURVEY DISK
 NY0096_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NY0096_SP_SET: SYPHON
 NY0096_STAMPING: 31-4 1937
 NY0096_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NY0096
 NY0096  HISTORY     - Date     Condition        Report By
 NY0096  HISTORY     - 1937     MONUMENTED       BPR
 NY0096  HISTORY     - 1942     GOOD             NGS
 NY0096
 NY0096                          STATION DESCRIPTION
 NY0096
 NY0096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NY0096'11.2 MI SE FROM VALLEY FALLS.
 NY0096'ALONG U.S. HIGHWAY 395, 45 FEET EAST OF THE CENTER LINE OF THE HIGHWAY
 NY0096'AND 40 FEET NORTHEAST OF STATION NO. 576-11 IN THE TOP OF THE SOUTH
 NY0096'WALL OF A SYPHON BOX.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0097 ***********************************************************************
 NY0097  DESIGNATION -  31 5
 NY0097  PID         -  NY0097
 NY0097  STATE/COUNTY-  OR/LAKE
 NY0097  USGS QUAD   -  CROOKED CREEK VALLEY (1964)
 NY0097
 NY0097                         *CURRENT SURVEY CONTROL
 NY0097  ___________________________________________________________________
 NY0097* NAD 83(1986)-  42 20 23.     (N)    120 17 51.     (W)     SCALED    
 NY0097* NAVD 88     -      1428.703  (meters)    4687.34   (feet)  ADJUSTED  
 NY0097  ___________________________________________________________________
 NY0097  GEOID HEIGHT-         -20.68  (meters)                     GEOID03
 NY0097  DYNAMIC HT  -        1427.757 (meters)    4684.23  (feet)  COMP
 NY0097  MODELED GRAV-     979,910.6   (mgal)                       NAVD 88
 NY0097
 NY0097  VERT ORDER  -  FIRST     CLASS II
 NY0097
 NY0097.The horizontal coordinates were scaled from a topographic map and have
 NY0097.an estimated accuracy of +/- 6 seconds.
 NY0097
 NY0097.The orthometric height was determined by differential leveling
 NY0097.and adjusted in June 1991.
 NY0097
 NY0097.The geoid height was determined by GEOID03.
 NY0097
 NY0097.The dynamic height is computed by dividing the NAVD 88
 NY0097.geopotential number by the normal gravity value computed on the
 NY0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0097.degrees latitude (g = 980.6199 gals.).
 NY0097
 NY0097.The modeled gravity was interpolated from observed gravity values.
 NY0097
 NY0097;                    North         East    Units  Estimated Accuracy
 NY0097;SPC OR S     -    74,790.    1,516,690.      MT  (+/- 180 meters Scaled)
 NY0097
 NY0097                          SUPERSEDED SURVEY CONTROL
 NY0097
 NY0097  NGVD 29 (??/??/92) 1427.466  (m)         4683.28   (f) ADJ UNCH    1 2
 NY0097
 NY0097.Superseded values are not recommended for survey control.
 NY0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0097.See file dsdata.txt to determine how the superseded data were derived.
 NY0097
 NY0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGM226910(NAD 83)
 NY0097_MARKER: DD = SURVEY DISK
 NY0097_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NY0097_SP_SET: CULVERT
 NY0097_STAMPING: 31-5 1937
 NY0097_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NY0097
 NY0097  HISTORY     - Date     Condition        Report By
 NY0097  HISTORY     - 1937     MONUMENTED       BPR
 NY0097  HISTORY     - 1942     GOOD             NGS
 NY0097
 NY0097                          STATION DESCRIPTION
 NY0097
 NY0097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NY0097'10.6 MI SE FROM VALLEY FALLS.
 NY0097'ALONG U.S. HIGHWAY 395, 30 FEET WEST OF THE CENTER LINE OF THE
 NY0097'HIGHWAY, 300 FEET NORTH OF A FARM ROAD AND 2 FEET BELOW THE SURFACE OF
 NY0097'THE HIGHWAY IN THE TOP OF A CONCRETE CULVERT HEADWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0098 ***********************************************************************
 NY0098  DESIGNATION -  31 5A
 NY0098  PID         -  NY0098
 NY0098  STATE/COUNTY-  OR/LAKE
 NY0098  USGS QUAD   -  CROOKED CREEK VALLEY (1964)
 NY0098
 NY0098                         *CURRENT SURVEY CONTROL
 NY0098  ___________________________________________________________________
 NY0098* NAD 83(1986)-  42 21 14.     (N)    120 17 49.     (W)     SCALED    
 NY0098* NAVD 88     -      1408.709  (meters)    4621.74   (feet)  ADJUSTED  
 NY0098  ___________________________________________________________________
 NY0098  GEOID HEIGHT-         -20.66  (meters)                     GEOID03
 NY0098  DYNAMIC HT  -        1407.777 (meters)    4618.68  (feet)  COMP
 NY0098  MODELED GRAV-     979,911.1   (mgal)                       NAVD 88
 NY0098
 NY0098  VERT ORDER  -  FIRST     CLASS II
 NY0098
 NY0098.The horizontal coordinates were scaled from a topographic map and have
 NY0098.an estimated accuracy of +/- 6 seconds.
 NY0098
 NY0098.The orthometric height was determined by differential leveling
 NY0098.and adjusted in June 1991.
 NY0098
 NY0098.The geoid height was determined by GEOID03.
 NY0098
 NY0098.The dynamic height is computed by dividing the NAVD 88
 NY0098.geopotential number by the normal gravity value computed on the
 NY0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0098.degrees latitude (g = 980.6199 gals.).
 NY0098
 NY0098.The modeled gravity was interpolated from observed gravity values.
 NY0098
 NY0098;                    North         East    Units  Estimated Accuracy
 NY0098;SPC OR S     -    76,360.    1,516,730.      MT  (+/- 180 meters Scaled)
 NY0098
 NY0098                          SUPERSEDED SURVEY CONTROL
 NY0098
 NY0098  NGVD 29 (??/??/92) 1407.472  (m)         4617.68   (f) ADJ UNCH    1 2
 NY0098
 NY0098.Superseded values are not recommended for survey control.
 NY0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0098.See file dsdata.txt to determine how the superseded data were derived.
 NY0098
 NY0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGM226926(NAD 83)
 NY0098_MARKER: DD = SURVEY DISK
 NY0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NY0098_STAMPING: 31-5A 1937
 NY0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0098+STABILITY: SURFACE MOTION
 NY0098
 NY0098  HISTORY     - Date     Condition        Report By
 NY0098  HISTORY     - 1937     MONUMENTED       BPR
 NY0098  HISTORY     - 1942     GOOD             NGS
 NY0098
 NY0098                          STATION DESCRIPTION
 NY0098
 NY0098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NY0098'9.6 MI S FROM VALLEY FALLS.
 NY0098'ALONG U.S. HIGHWAY 395, 45 FEET NORTHWEST OF THE CENTER LINE OF THE
 NY0098'HIGHWAY, 180 FEET SOUTHEAST OF THE WINCHESTER RANCH HOUSE DRIVEWAY AND
 NY0098'1 FOOT FROM A FENCE TO THE WEST.  WITNESS POST SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0100 ***********************************************************************
 NY0100  DESIGNATION -  31 7
 NY0100  PID         -  NY0100
 NY0100  STATE/COUNTY-  OR/LAKE
 NY0100  USGS QUAD   -  CROOKED CREEK VALLEY (1964)
 NY0100
 NY0100                         *CURRENT SURVEY CONTROL
 NY0100  ___________________________________________________________________
 NY0100* NAD 83(1986)-  42 22 04.     (N)    120 17 49.     (W)     SCALED    
 NY0100* NAVD 88     -      1397.562  (meters)    4585.17   (feet)  ADJUSTED  
 NY0100  ___________________________________________________________________
 NY0100  GEOID HEIGHT-         -20.65  (meters)                     GEOID03
 NY0100  DYNAMIC HT  -        1396.644 (meters)    4582.16  (feet)  COMP
 NY0100  MODELED GRAV-     979,916.2   (mgal)                       NAVD 88
 NY0100
 NY0100  VERT ORDER  -  FIRST     CLASS II
 NY0100
 NY0100.The horizontal coordinates were scaled from a topographic map and have
 NY0100.an estimated accuracy of +/- 6 seconds.
 NY0100
 NY0100.The orthometric height was determined by differential leveling
 NY0100.and adjusted in June 1991.
 NY0100
 NY0100.The geoid height was determined by GEOID03.
 NY0100
 NY0100.The dynamic height is computed by dividing the NAVD 88
 NY0100.geopotential number by the normal gravity value computed on the
 NY0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0100.degrees latitude (g = 980.6199 gals.).
 NY0100
 NY0100.The modeled gravity was interpolated from observed gravity values.
 NY0100
 NY0100;                    North         East    Units  Estimated Accuracy
 NY0100;SPC OR S     -    77,900.    1,516,730.      MT  (+/- 180 meters Scaled)
 NY0100
 NY0100                          SUPERSEDED SURVEY CONTROL
 NY0100
 NY0100  NGVD 29 (??/??/92) 1396.331  (m)         4581.13   (f) ADJ UNCH    1 2
 NY0100
 NY0100.Superseded values are not recommended for survey control.
 NY0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0100.See file dsdata.txt to determine how the superseded data were derived.
 NY0100
 NY0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGM225941(NAD 83)
 NY0100_MARKER: DD = SURVEY DISK
 NY0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NY0100_STAMPING: 31-7 1937
 NY0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0100+STABILITY: SURFACE MOTION
 NY0100
 NY0100  HISTORY     - Date     Condition        Report By
 NY0100  HISTORY     - 1937     MONUMENTED       BPR
 NY0100  HISTORY     - 1942     GOOD             NGS
 NY0100
 NY0100                          STATION DESCRIPTION
 NY0100
 NY0100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NY0100'8.6 MI SE FROM VALLEY FALLS.
 NY0100'ALONG U.S. HIGHWAY 395, 45 FEET NORTHEAST OF THE CENTER LINE OF THE
 NY0100'HIGHWAY, 10 FEET SOUTH OF A FARM ROAD TO THE EAST AND 4 FEET WEST OF
 NY0100'FENCE LINE.  WITNESS POST SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0101 ***********************************************************************
 NY0101  DESIGNATION -  31 8
 NY0101  PID         -  NY0101
 NY0101  STATE/COUNTY-  OR/LAKE
 NY0101  USGS QUAD   -  VALLEY FALLS (1980)
 NY0101
 NY0101                         *CURRENT SURVEY CONTROL
 NY0101  ___________________________________________________________________
 NY0101* NAD 83(1986)-  42 22 44.     (N)    120 18 03.     (W)     SCALED    
 NY0101* NAVD 88     -      1399.750  (meters)    4592.35   (feet)  ADJUSTED  
 NY0101  ___________________________________________________________________
 NY0101  GEOID HEIGHT-         -20.66  (meters)                     GEOID03
 NY0101  DYNAMIC HT  -        1398.843 (meters)    4589.37  (feet)  COMP
 NY0101  MODELED GRAV-     979,925.1   (mgal)                       NAVD 88
 NY0101
 NY0101  VERT ORDER  -  FIRST     CLASS II
 NY0101
 NY0101.The horizontal coordinates were scaled from a topographic map and have
 NY0101.an estimated accuracy of +/- 6 seconds.
 NY0101
 NY0101.The orthometric height was determined by differential leveling
 NY0101.and adjusted in June 1991.
 NY0101
 NY0101.The geoid height was determined by GEOID03.
 NY0101
 NY0101.The dynamic height is computed by dividing the NAVD 88
 NY0101.geopotential number by the normal gravity value computed on the
 NY0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0101.degrees latitude (g = 980.6199 gals.).
 NY0101
 NY0101.The modeled gravity was interpolated from observed gravity values.
 NY0101
 NY0101;                    North         East    Units  Estimated Accuracy
 NY0101;SPC OR S     -    79,140.    1,516,400.      MT  (+/- 180 meters Scaled)
 NY0101
 NY0101                          SUPERSEDED SURVEY CONTROL
 NY0101
 NY0101  NGVD 29 (??/??/92) 1398.529  (m)         4588.34   (f) ADJ UNCH    1 2
 NY0101
 NY0101.Superseded values are not recommended for survey control.
 NY0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0101.See file dsdata.txt to determine how the superseded data were derived.
 NY0101
 NY0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGM222953(NAD 83)
 NY0101_MARKER: DD = SURVEY DISK
 NY0101_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NY0101_SP_SET: CULVERT
 NY0101_STAMPING: 31-8 1937
 NY0101_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NY0101
 NY0101  HISTORY     - Date     Condition        Report By
 NY0101  HISTORY     - 1937     MONUMENTED       BPR
 NY0101  HISTORY     - 1942     GOOD             NGS
 NY0101
 NY0101                          STATION DESCRIPTION
 NY0101
 NY0101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NY0101'7.9 MI SE FROM VALLEY FALLS.
 NY0101'ALONG U.S. HIGHWAY 395, 18 FEET NORTHEAST OF THE CENTER LINE OF THE
 NY0101'HIGHWAY, 60 FEET NORTHWEST OF A RANCH HOUSE DRIVEWAY AND 2 FEET BELOW
 NY0101'THE SURFACE OF THE HIGHWAY IN A CULVERT HEADWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0103 ***********************************************************************
 NY0103  DESIGNATION -  31 9
 NY0103  PID         -  NY0103
 NY0103  STATE/COUNTY-  OR/LAKE
 NY0103  USGS QUAD   -  VALLEY FALLS (1980)
 NY0103
 NY0103                         *CURRENT SURVEY CONTROL
 NY0103  ___________________________________________________________________
 NY0103* NAD 83(1986)-  42 23 43.     (N)    120 17 48.     (W)     SCALED    
 NY0103* NAVD 88     -      1376.050  (meters)    4514.59   (feet)  ADJUSTED  
 NY0103  ___________________________________________________________________
 NY0103  GEOID HEIGHT-         -20.64  (meters)                     GEOID03
 NY0103  DYNAMIC HT  -        1375.168 (meters)    4511.70  (feet)  COMP
 NY0103  MODELED GRAV-     979,932.9   (mgal)                       NAVD 88
 NY0103
 NY0103  VERT ORDER  -  FIRST     CLASS II
 NY0103
 NY0103.The horizontal coordinates were scaled from a topographic map and have
 NY0103.an estimated accuracy of +/- 6 seconds.
 NY0103
 NY0103.The orthometric height was determined by differential leveling
 NY0103.and adjusted in June 1991.
 NY0103
 NY0103.The geoid height was determined by GEOID03.
 NY0103
 NY0103.The dynamic height is computed by dividing the NAVD 88
 NY0103.geopotential number by the normal gravity value computed on the
 NY0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0103.degrees latitude (g = 980.6199 gals.).
 NY0103
 NY0103.The modeled gravity was interpolated from observed gravity values.
 NY0103
 NY0103;                    North         East    Units  Estimated Accuracy
 NY0103;SPC OR S     -    80,960.    1,516,740.      MT  (+/- 180 meters Scaled)
 NY0103
 NY0103                          SUPERSEDED SURVEY CONTROL
 NY0103
 NY0103  NGVD 29 (??/??/92) 1374.837  (m)         4510.61   (f) ADJ UNCH    1 2
 NY0103
 NY0103.Superseded values are not recommended for survey control.
 NY0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0103.See file dsdata.txt to determine how the superseded data were derived.
 NY0103
 NY0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGM225972(NAD 83)
 NY0103_MARKER: DD = SURVEY DISK
 NY0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NY0103_STAMPING: 31-9 1937
 NY0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0103+STABILITY: SURFACE MOTION
 NY0103
 NY0103  HISTORY     - Date     Condition        Report By
 NY0103  HISTORY     - 1937     MONUMENTED       BPR
 NY0103  HISTORY     - 1942     GOOD             NGS
 NY0103  HISTORY     - 1964     MARK NOT FOUND   NGS
 NY0103
 NY0103                          STATION DESCRIPTION
 NY0103
 NY0103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NY0103'6.5 MI SE FROM VALLEY FALLS.
 NY0103'ALONG U.S. HIGHWAY 395, 50 FEET NORTHWEST OF THE CENTER LINE OF THE
 NY0103'HIGHWAY MIDWAY OF A SHORT HIGHWAY TANGENT, 225 FEET SOUTHWEST OF
 NY0103'CROOKED CREEK BRIDGE AND 3 FEET BELOW THE ROAD SURFACE.  WITNESS POST
 NY0103'SET.
 NY0103
 NY0103                          STATION RECOVERY (1964)
 NY0103
 NY0103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 NY0103'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0635 ***********************************************************************
 NW0635  DESIGNATION -  31 BKC
 NW0635  PID         -  NW0635
 NW0635  STATE/COUNTY-  OR/MALHEUR
 NW0635  USGS QUAD   -  JACKIES BUTTE (1980)
 NW0635
 NW0635                         *CURRENT SURVEY CONTROL
 NW0635  ___________________________________________________________________
 NW0635* NAD 83(1986)-  42 32 36.     (N)    117 31 40.     (W)     SCALED    
 NW0635* NAVD 88     -      1367.800  (meters)    4487.52   (feet)  ADJUSTED  
 NW0635  ___________________________________________________________________
 NW0635  GEOID HEIGHT-         -17.96  (meters)                     GEOID03
 NW0635  DYNAMIC HT  -        1366.987 (meters)    4484.86  (feet)  COMP
 NW0635  MODELED GRAV-     979,978.8   (mgal)                       NAVD 88
 NW0635
 NW0635  VERT ORDER  -  SECOND    CLASS 0
 NW0635
 NW0635.The horizontal coordinates were scaled from a topographic map and have
 NW0635.an estimated accuracy of +/- 6 seconds.
 NW0635
 NW0635.The orthometric height was determined by differential leveling
 NW0635.and adjusted in August 1995.
 NW0635
 NW0635.The geoid height was determined by GEOID03.
 NW0635
 NW0635.The dynamic height is computed by dividing the NAVD 88
 NW0635.geopotential number by the normal gravity value computed on the
 NW0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0635.degrees latitude (g = 980.6199 gals.).
 NW0635
 NW0635.The modeled gravity was interpolated from observed gravity values.
 NW0635
 NW0635;                    North         East    Units  Estimated Accuracy
 NW0635;SPC OR S     -   101,720.    1,744,080.      MT  (+/- 180 meters Scaled)
 NW0635
 NW0635                          SUPERSEDED SURVEY CONTROL
 NW0635
 NW0635.No superseded survey control is available for this station.
 NW0635
 NW0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH566102(NAD 83)
 NW0635_MARKER: DB = BENCH MARK DISK
 NW0635_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0635_SP_SET: COPPER-CLAD STEEL ROD
 NW0635_STAMPING: 31 BKC 1973 4484
 NW0635_MARK LOGO: USGS  
 NW0635_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0635_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0635_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0635+SATELLITE: SATELLITE OBSERVATIONS - 1973
 NW0635
 NW0635  HISTORY     - Date     Condition        Report By
 NW0635  HISTORY     - 1973     MONUMENTED       USGS
 NW0635
 NW0635                          STATION DESCRIPTION
 NW0635
 NW0635'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 NW0635'FROM BURNS JUNCTION, OREGON PROCEED 12.6 MILES SOUTH ALONG U S
 NW0635'HIGHWAY 95, THENCE 10.5 MILES EAST AND 3.3 MILES SOUTH ALONG A GRAVEL
 NW0635'ROAD, THENCE 10.1 MILES EAST AND NORTHEAST ALONG A TRACK ROAD, AT A
 NW0635'CATTLEGUARD AND FENCE CROSSING, 26 FEET NORTHWEST OF THE CENTERLINE
 NW0635'OF THE ROAD, 1 FOOT NORTHEAST OF THE FENCE, SET ON A 5/8-INCH
 NW0635'COPPER-COATED ROD DRIVEN TO REFUSAL (ROD DEPTH UNKNOWN) WITH THE TOP
 NW0635'ENCASED IN 6-INCH DRAINPIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0771 ***********************************************************************
 PA0771  DESIGNATION -  31 FMK
 PA0771  PID         -  PA0771
 PA0771  STATE/COUNTY-  OR/HARNEY
 PA0771  USGS QUAD   -  JACKASS BUTTE (1967)
 PA0771
 PA0771                         *CURRENT SURVEY CONTROL
 PA0771  ___________________________________________________________________
 PA0771* NAD 83(1986)-  43 00 03.     (N)    118 57 05.     (W)     SCALED    
 PA0771* NAVD 88     -      1545.266  (meters)    5069.76   (feet)  ADJUSTED  
 PA0771  ___________________________________________________________________
 PA0771  GEOID HEIGHT-         -19.12  (meters)                     GEOID03
 PA0771  DYNAMIC HT  -        1544.389 (meters)    5066.88  (feet)  COMP
 PA0771  MODELED GRAV-     979,997.8   (mgal)                       NAVD 88
 PA0771
 PA0771  VERT ORDER  -  SECOND    CLASS 0
 PA0771
 PA0771.The horizontal coordinates were scaled from a topographic map and have
 PA0771.an estimated accuracy of +/- 6 seconds.
 PA0771
 PA0771.The orthometric height was determined by differential leveling
 PA0771.and adjusted in August 1995.
 PA0771
 PA0771.The geoid height was determined by GEOID03.
 PA0771
 PA0771.The dynamic height is computed by dividing the NAVD 88
 PA0771.geopotential number by the normal gravity value computed on the
 PA0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0771.degrees latitude (g = 980.6199 gals.).
 PA0771
 PA0771.The modeled gravity was interpolated from observed gravity values.
 PA0771
 PA0771;                    North         East    Units  Estimated Accuracy
 PA0771;SPC OR S     -   149,370.    1,626,250.      MT  (+/- 180 meters Scaled)
 PA0771
 PA0771                          SUPERSEDED SURVEY CONTROL
 PA0771
 PA0771.No superseded survey control is available for this station.
 PA0771
 PA0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH409627(NAD 83)
 PA0771_MARKER: DB = BENCH MARK DISK
 PA0771_SETTING: 66 = SET IN ROCK OUTCROP
 PA0771_SP_SET: ROCK OUTCROP
 PA0771_STAMPING: 31 FMK 1970 5066
 PA0771_MARK LOGO: USGS  
 PA0771_MAGNETIC: N = NO MAGNETIC MATERIAL
 PA0771_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PA0771+STABILITY: POSITION/ELEVATION WELL
 PA0771_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PA0771+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2008
 PA0771
 PA0771  HISTORY     - Date     Condition        Report By
 PA0771  HISTORY     - 1970     MONUMENTED       USGS
 PA0771  HISTORY     - 20081029 GOOD             INDIV
 PA0771
 PA0771                          STATION DESCRIPTION
 PA0771
 PA0771'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 PA0771'FROM THE BRIDGE OVER THE NARROWS, PROCEED 12.2 MILES SOUTH ALONG
 PA0771'STATE HIGHWAY 205, THENCE 10.6 MILES SOUTHWEST ALONG THE ROAD TO
 PA0771'FOSTER LAKE AND PLUSH, AT ABOUT THE MIDDLE OF A GRADE, 31 FEET WEST
 PA0771'OF THE CENTERLINE OF THE ROAD, 2.5 FEET WEST OF A WITNESS POST.
 PA0771
 PA0771                          STATION RECOVERY (2008)
 PA0771
 PA0771'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008
 PA0771'AT MILEPOST 34.5 ALONG STATE HIGHWAY 205, TURN RIGHT, THENCE 10.6
 PA0771'MILES SOUTHWEST ALONG COUNTY ROAD NO. 411 (THE ROAD TO FOSTER LAKE AND
 PA0771'PLUSH).
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2714 ***********************************************************************
 QE2714  DESIGNATION -  31 KJO
 QE2714  PID         -  QE2714
 QE2714  STATE/COUNTY-  OR/LINCOLN
 QE2714  USGS QUAD   -  TOLEDO SOUTH (1984)
 QE2714
 QE2714                         *CURRENT SURVEY CONTROL
 QE2714  ___________________________________________________________________
 QE2714* NAD 83(1986)-  44 31 25.     (N)    123 59 14.     (W)     SCALED    
 QE2714* NAVD 88     -        20.719  (meters)      67.98   (feet)  ADJUSTED  
 QE2714  ___________________________________________________________________
 QE2714  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 QE2714  DYNAMIC HT  -          20.718 (meters)      67.97  (feet)  COMP
 QE2714  MODELED GRAV-     980,585.4   (mgal)                       NAVD 88
 QE2714
 QE2714  VERT ORDER  -  SECOND    CLASS I
 QE2714
 QE2714.The horizontal coordinates were scaled from a topographic map and have
 QE2714.an estimated accuracy of +/- 6 seconds.
 QE2714
 QE2714.The orthometric height was determined by differential leveling
 QE2714.and adjusted in August 1995.
 QE2714
 QE2714.The geoid height was determined by GEOID03.
 QE2714
 QE2714.The dynamic height is computed by dividing the NAVD 88
 QE2714.geopotential number by the normal gravity value computed on the
 QE2714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE2714.degrees latitude (g = 980.6199 gals.).
 QE2714
 QE2714.The modeled gravity was interpolated from observed gravity values.
 QE2714
 QE2714;                    North         East    Units  Estimated Accuracy
 QE2714;SPC OR N     -   101,210.    2,222,870.      MT  (+/- 180 meters Scaled)
 QE2714
 QE2714                          SUPERSEDED SURVEY CONTROL
 QE2714
 QE2714.No superseded survey control is available for this station.
 QE2714
 QE2714_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ215305(NAD 83)
 QE2714_MARKER: DB = BENCH MARK DISK
 QE2714_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QE2714_SP_SET: COPPER-CLAD STEEL ROD
 QE2714_STAMPING: 31 KJO 1979 65
 QE2714_MARK LOGO: USGS  
 QE2714_PROJECTION: PROJECTING 8 CENTIMETERS
 QE2714_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE2714_ROD/PIPE-DEPTH: 3.66 meters
 QE2714
 QE2714  HISTORY     - Date     Condition        Report By
 QE2714  HISTORY     - 1979     MONUMENTED       USGS
 QE2714
 QE2714                          STATION DESCRIPTION
 QE2714
 QE2714'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 QE2714'10.6 KM (6.60 MI) EAST FROM ONA BEACH STATE PARK.
 QE2714'ONA BEACH STATE PARK, 6.61 MI EAST OF.  NE END OF TURNOUT AT BEND N
 QE2714'IN RD, 21 FT SE OF CENTERLINE OF RD, 13 FT S OF 12-INCH DIAMETER FIR
 QE2714'TREE.
 QE2714'THE MARK IS 1.6 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0347 ***********************************************************************
 NX0347  DESIGNATION -  31 LRC
 NX0347  PID         -  NX0347
 NX0347  STATE/COUNTY-  OR/HARNEY
 NX0347  USGS QUAD   -  RED BANK LAKES (1971)
 NX0347
 NX0347                         *CURRENT SURVEY CONTROL
 NX0347  ___________________________________________________________________
 NX0347* NAD 83(1986)-  42 54 12.     (N)    119 43 58.     (W)     SCALED    
 NX0347* NAVD 88     -      1626.232  (meters)    5335.40   (feet)  ADJUSTED  
 NX0347  ___________________________________________________________________
 NX0347  GEOID HEIGHT-         -19.83  (meters)                     GEOID03
 NX0347  DYNAMIC HT  -        1625.274 (meters)    5332.25  (feet)  COMP
 NX0347  MODELED GRAV-     979,973.1   (mgal)                       NAVD 88
 NX0347
 NX0347  VERT ORDER  -  SECOND    CLASS 0
 NX0347
 NX0347.The horizontal coordinates were scaled from a topographic map and have
 NX0347.an estimated accuracy of +/- 6 seconds.
 NX0347
 NX0347.The orthometric height was determined by differential leveling
 NX0347.and adjusted in August 1995.
 NX0347
 NX0347.The geoid height was determined by GEOID03.
 NX0347
 NX0347.The dynamic height is computed by dividing the NAVD 88
 NX0347.geopotential number by the normal gravity value computed on the
 NX0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0347.degrees latitude (g = 980.6199 gals.).
 NX0347
 NX0347.The modeled gravity was interpolated from observed gravity values.
 NX0347
 NX0347;                    North         East    Units  Estimated Accuracy
 NX0347;SPC OR S     -   137,660.    1,562,650.      MT  (+/- 180 meters Scaled)
 NX0347
 NX0347                          SUPERSEDED SURVEY CONTROL
 NX0347
 NX0347.No superseded survey control is available for this station.
 NX0347
 NX0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKH769537(NAD 83)
 NX0347_MARKER: DB = BENCH MARK DISK
 NX0347_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NX0347+WITH SETTING: INFORMATION.
 NX0347_SP_SET: METAL ROD DRIVEN INTO GROUND
 NX0347_STAMPING: 31 LRC 1970 5331
 NX0347_MARK LOGO: USGS  
 NX0347_MAGNETIC: I = MARKER IS A STEEL ROD
 NX0347_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NX0347
 NX0347  HISTORY     - Date     Condition        Report By
 NX0347  HISTORY     - 1970     MONUMENTED       USGS
 NX0347
 NX0347                          STATION DESCRIPTION
 NX0347
 NX0347'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NX0347'FROM WAGONTIRE, OREGON, PROCEED 4.5 MILES SOUTHWEST ALONG U S HIGHWAY
 NX0347'395 TO DRY VALLEY ROAD, THENCE 27.1 MILES SOUTH ALONG DRY VALLEY ROAD
 NX0347'TO THE HIGHEST POINT OF A HILL, ABOUT 2.6 MILES NORTH OF PROMINENT
 NX0347'ROAD FORKS, 42 FEET EAST OF THE CENTERLINE OF THE ROAD, 4 FEET WEST
 NX0347'OF A WITNESS POST.  THE ROD DEPTH IS UNKNOWN AND FLUSH WITH THE
 NX0347'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0005 ***********************************************************************
 OA0005  DESIGNATION -  31 MP
 OA0005  PID         -  OA0005
 OA0005  STATE/COUNTY-  OR/CURRY
 OA0005  USGS QUAD   -  BRUSHY BALD MTN (1986)
 OA0005
 OA0005                         *CURRENT SURVEY CONTROL
 OA0005  ___________________________________________________________________
 OA0005* NAD 83(1986)-  42 30 11.     (N)    124 17 38.     (W)     SCALED    
 OA0005* NAVD 88     -        10.458  (meters)      34.31   (feet)  ADJUSTED  
 OA0005  ___________________________________________________________________
 OA0005  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 OA0005  DYNAMIC HT  -          10.455 (meters)      34.30  (feet)  COMP
 OA0005  MODELED GRAV-     980,332.2   (mgal)                       NAVD 88
 OA0005
 OA0005  VERT ORDER  -  SECOND    CLASS 0
 OA0005
 OA0005.The horizontal coordinates were scaled from a topographic map and have
 OA0005.an estimated accuracy of +/- 6 seconds.
 OA0005
 OA0005.The orthometric height was determined by differential leveling
 OA0005.and adjusted in June 1991.
 OA0005
 OA0005.The geoid height was determined by GEOID03.
 OA0005
 OA0005.The dynamic height is computed by dividing the NAVD 88
 OA0005.geopotential number by the normal gravity value computed on the
 OA0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0005.degrees latitude (g = 980.6199 gals.).
 OA0005
 OA0005.The modeled gravity was interpolated from observed gravity values.
 OA0005
 OA0005;                    North         East    Units  Estimated Accuracy
 OA0005;SPC OR S     -    99,970.    1,188,280.      MT  (+/- 180 meters Scaled)
 OA0005
 OA0005                          SUPERSEDED SURVEY CONTROL
 OA0005
 OA0005  NGVD 29 (??/??/92)    9.375  (m)           30.76   (f) ADJ UNCH    2 0
 OA0005
 OA0005.Superseded values are not recommended for survey control.
 OA0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0005.See file dsdata.txt to determine how the superseded data were derived.
 OA0005
 OA0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN936064(NAD 83)
 OA0005_MARKER: B = BOLT
 OA0005_SETTING: 80 = SET IN A BOULDER
 OA0005_SP_SET: BOULDER
 OA0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0005+STABILITY: SURFACE MOTION
 OA0005
 OA0005  HISTORY     - Date     Condition        Report By
 OA0005  HISTORY     - UNK      MONUMENTED       USGS
 OA0005  HISTORY     - 1964     GOOD             NGS
 OA0005
 OA0005                          STATION DESCRIPTION
 OA0005
 OA0005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 OA0005'10.3 MI NE FROM WEDDERBURN.
 OA0005'10.3 MILES NORTHEAST ALONG THE SOUTH BANK ROGUE RIVER ROAD FROM THE
 OA0005'WEDDERBURN POST OFFICE TO THE BRIDGE OVER ROGUE RIVER AND THE MARK
 OA0005'ABOUT 30 FEET BELOW THE BRIDGE FLOOR IN A BLUE-COLORED BOULDER, 50
 OA0005'FEET WEST OF THE CENTER OF THE BRIDGE, 10 FEET SOUTH OF THE WATERS
 OA0005'EDGE AND ABOUT 12 FEET ABOVE THE WATER.  A 1-INCH COPPER BOLT CEMENTED
 OA0005'IN A DRILL HOLE IN A BOULDER.  THE BOLT PROJECTS 3/4 OF AN INCH.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0360 ***********************************************************************
 RB0360  DESIGNATION -  31 RBR
 RB0360  PID         -  RB0360
 RB0360  STATE/COUNTY-  OR/UMATILLA
 RB0360  USGS QUAD   -  MISSION (1974)
 RB0360
 RB0360                         *CURRENT SURVEY CONTROL
 RB0360  ___________________________________________________________________
 RB0360* NAD 83(1986)-  45 39 14.     (N)    118 41 02.     (W)     SCALED    
 RB0360* NAVD 88     -       430.661  (meters)    1412.93   (feet)  ADJUSTED  
 RB0360  ___________________________________________________________________
 RB0360  GEOID HEIGHT-         -20.52  (meters)                     GEOID03
 RB0360  DYNAMIC HT  -         430.615 (meters)    1412.78  (feet)  COMP
 RB0360  MODELED GRAV-     980,496.8   (mgal)                       NAVD 88
 RB0360
 RB0360  VERT ORDER  -  SECOND    CLASS 0
 RB0360
 RB0360.The horizontal coordinates were scaled from a topographic map and have
 RB0360.an estimated accuracy of +/- 6 seconds.
 RB0360
 RB0360.The orthometric height was determined by differential leveling
 RB0360.and adjusted in June 1991.
 RB0360
 RB0360.The geoid height was determined by GEOID03.
 RB0360
 RB0360.The dynamic height is computed by dividing the NAVD 88
 RB0360.geopotential number by the normal gravity value computed on the
 RB0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0360.degrees latitude (g = 980.6199 gals.).
 RB0360
 RB0360.The modeled gravity was interpolated from observed gravity values.
 RB0360
 RB0360;                    North         East    Units  Estimated Accuracy
 RB0360;SPC OR N     -   222,420.    2,641,540.      MT  (+/- 180 meters Scaled)
 RB0360
 RB0360                          SUPERSEDED SURVEY CONTROL
 RB0360
 RB0360  NGVD 29 (??/??/92)  429.649  (m)         1409.61   (f) ADJ UNCH    2 0
 RB0360
 RB0360.Superseded values are not recommended for survey control.
 RB0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0360.See file dsdata.txt to determine how the superseded data were derived.
 RB0360
 RB0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL688569(NAD 83)
 RB0360_MARKER: DD = SURVEY DISK
 RB0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0360_STAMPING: 32 RBR 1964 1410
 RB0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0360+STABILITY: SURFACE MOTION
 RB0360
 RB0360  HISTORY     - Date     Condition        Report By
 RB0360  HISTORY     - 1964     MONUMENTED       USGS
 RB0360  HISTORY     - 1970     GOOD             NGS
 RB0360  HISTORY     - 20080917 GOOD             GEOCAC
 RB0360
 RB0360                          STATION DESCRIPTION
 RB0360
 RB0360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 RB0360'1 MI S FROM MISSION.
 RB0360'1.1 MILES SOUTH OF MISSION FROM THE RAILROAD CROSSING AND SIGNBOARD,
 RB0360'AT TOP OF HILL, 303 FEET N.W. OF DOWN GRADE SIGN, 156 FEET S.W. OF
 RB0360'ENTRANCE TO FIELD, 36 FEET WEST OF MISSION ROAD, 3 FEET WEST OF GUY
 RB0360'POWER POLE, 2 FEET EAST OF WITNESS POST SIGN, DISK IN CONCRETE POST
 RB0360'STAMPED, 32 RBR 1964 1410.
 RB0360
 RB0360                          STATION RECOVERY (2008)
 RB0360
 RB0360'RECOVERY NOTE BY GEOCACHING 2008 (WD)
 RB0360'THE STATION IS 36 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 331,
 RB0360'THREE FEET WEST OF WOOD GUY POLE NUMBER 0233-169600, THREE FEET
 RB0360'SOUTHEAST OF WOOD UTILITY POLE 2N-33E-169501, TWO FEET EAST-NORTHEAST
 RB0360'OF A METAK WITNESS POST WITH NO SIGN, AND AT HANDHELD COORDINATES
 RB0360'N45-39-15.4 W118-41-02.9.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0673 ***********************************************************************
 NW0673  DESIGNATION -  31 RTV
 NW0673  PID         -  NW0673
 NW0673  STATE/COUNTY-  OR/MALHEUR
 NW0673  USGS QUAD   -  PEACOCK LAKE (1982)
 NW0673
 NW0673                         *CURRENT SURVEY CONTROL
 NW0673  ___________________________________________________________________
 NW0673* NAD 83(1986)-  42 24 41.     (N)    117 29 47.     (W)     SCALED    
 NW0673* NAVD 88     -      1605.378  (meters)    5266.98   (feet)  ADJUSTED  
 NW0673  ___________________________________________________________________
 NW0673  GEOID HEIGHT-         -17.85  (meters)                     GEOID03
 NW0673  DYNAMIC HT  -        1604.346 (meters)    5263.59  (feet)  COMP
 NW0673  MODELED GRAV-     979,921.4   (mgal)                       NAVD 88
 NW0673
 NW0673  VERT ORDER  -  SECOND    CLASS 0
 NW0673
 NW0673.The horizontal coordinates were scaled from a topographic map and have
 NW0673.an estimated accuracy of +/- 6 seconds.
 NW0673
 NW0673.The orthometric height was determined by differential leveling
 NW0673.and adjusted in August 1995.
 NW0673
 NW0673.The geoid height was determined by GEOID03.
 NW0673
 NW0673.The dynamic height is computed by dividing the NAVD 88
 NW0673.geopotential number by the normal gravity value computed on the
 NW0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0673.degrees latitude (g = 980.6199 gals.).
 NW0673
 NW0673.The modeled gravity was interpolated from observed gravity values.
 NW0673
 NW0673;                    North         East    Units  Estimated Accuracy
 NW0673;SPC OR S     -    87,160.    1,747,190.      MT  (+/- 180 meters Scaled)
 NW0673
 NW0673                          SUPERSEDED SURVEY CONTROL
 NW0673
 NW0673.No superseded survey control is available for this station.
 NW0673
 NW0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG591955(NAD 83)
 NW0673_MARKER: DB = BENCH MARK DISK
 NW0673_SETTING: 66 = SET IN ROCK OUTCROP
 NW0673_SP_SET: BEDROCK
 NW0673_STAMPING: 31 RTV 1979
 NW0673_MARK LOGO: USGS  
 NW0673_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0673_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0673+STABILITY: POSITION/ELEVATION WELL
 NW0673
 NW0673  HISTORY     - Date     Condition        Report By
 NW0673  HISTORY     - 1979     MONUMENTED       USGS
 NW0673
 NW0673                          STATION DESCRIPTION
 NW0673
 NW0673'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 NW0673'FROM THE MCDERMITT, NEVADA POST OFFICE, PROCEED 15.3 MILES NORTH
 NW0673'ALONG U S HIGHWAY 95, THENCE 16.15 MILES EAST TO A ROAD JUNCTION TO
 NW0673'ANDERSON CROSSING, THENCE 10.2 MILES NORTHEAST TO A RIDGE, 51 FEET
 NW0673'EAST OF THE CENTERLINE OF THE ROAD, 45 FEET NORTH OF A ROCK OUTCROP,
 NW0673'SET ON 3 FEET OF COPPER-COATED ROD CEMENTED IN BEDROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0388 ***********************************************************************
 NX0388  DESIGNATION -  31 STR
 NX0388  PID         -  NX0388
 NX0388  STATE/COUNTY-  OR/HARNEY
 NX0388  USGS QUAD   -  MIRANDA FLAT (1981)
 NX0388
 NX0388                         *CURRENT SURVEY CONTROL
 NX0388  ___________________________________________________________________
 NX0388* NAD 83(1986)-  42 39 35.     (N)    118 24 22.     (W)     SCALED    
 NX0388* NAVD 88     -      1259.122  (meters)    4130.97   (feet)  ADJUSTED  
 NX0388  ___________________________________________________________________
 NX0388  GEOID HEIGHT-         -19.03  (meters)                     GEOID03
 NX0388  DYNAMIC HT  -        1258.385 (meters)    4128.55  (feet)  COMP
 NX0388  MODELED GRAV-     979,992.3   (mgal)                       NAVD 88
 NX0388
 NX0388  VERT ORDER  -  SECOND    CLASS 0
 NX0388
 NX0388.The horizontal coordinates were scaled from a topographic map and have
 NX0388.an estimated accuracy of +/- 6 seconds.
 NX0388
 NX0388.The orthometric height was determined by differential leveling
 NX0388.and adjusted in August 1995.
 NX0388
 NX0388.The geoid height was determined by GEOID03.
 NX0388
 NX0388.The dynamic height is computed by dividing the NAVD 88
 NX0388.geopotential number by the normal gravity value computed on the
 NX0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0388.degrees latitude (g = 980.6199 gals.).
 NX0388
 NX0388.The modeled gravity was interpolated from observed gravity values.
 NX0388
 NX0388;                    North         East    Units  Estimated Accuracy
 NX0388;SPC OR S     -   112,460.    1,671,650.      MT  (+/- 180 meters Scaled)
 NX0388
 NX0388                          SUPERSEDED SURVEY CONTROL
 NX0388
 NX0388.No superseded survey control is available for this station.
 NX0388
 NX0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH847239(NAD 83)
 NX0388_MARKER: DB = BENCH MARK DISK
 NX0388_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NX0388+WITH SETTING: INFORMATION.
 NX0388_SP_SET: SHALLOW-SET METAL ROD
 NX0388_STAMPING: 31 STR 1975 4127
 NX0388_MARK LOGO: USGS  
 NX0388_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NX0388
 NX0388  HISTORY     - Date     Condition        Report By
 NX0388  HISTORY     - 1975     MONUMENTED       USGS
 NX0388
 NX0388                          STATION DESCRIPTION
 NX0388
 NX0388'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 NX0388'12.1 KM (7.50 MI) NE FROM ALVORD RANCH.
 NX0388'ALVORD RANCH, 4.7 MI N OF, ALONG MAIN RD TO CATTLEGUARD, THENCE 0.1
 NX0388'MI S, THENCE 2.7 MI E AND NE ALONG TRACK RD TO TOP OF RIDGE.  22 FT N
 NX0388'OF CENTERLINE OF RD.  SET ON COPPER-COATED ROD OF UNRECORDED DEPTH,
 NX0388'PROJECTING 0.3 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0839 ***********************************************************************
 PB0839  DESIGNATION -  31 TAM
 PB0839  PID         -  PB0839
 PB0839  STATE/COUNTY-  OR/LAKE
 PB0839  USGS QUAD   -  PETERS CREEK SINK (1982)
 PB0839
 PB0839                         *CURRENT SURVEY CONTROL
 PB0839  ___________________________________________________________________
 PB0839* NAD 83(1986)-  43 24 36.     (N)    120 35 47.     (W)     SCALED    
 PB0839* NAVD 88     -      1319.842  (meters)    4330.18   (feet)  ADJUSTED  
 PB0839  ___________________________________________________________________
 PB0839  GEOID HEIGHT-         -20.37  (meters)                     GEOID03
 PB0839  DYNAMIC HT  -        1319.166 (meters)    4327.96  (feet)  COMP
 PB0839  MODELED GRAV-     980,062.1   (mgal)                       NAVD 88
 PB0839
 PB0839  VERT ORDER  -  THIRD
 PB0839
 PB0839.The horizontal coordinates were scaled from a topographic map and have
 PB0839.an estimated accuracy of +/- 6 seconds.
 PB0839
 PB0839.The orthometric height was determined by differential leveling
 PB0839.and adjusted in August 1995.
 PB0839
 PB0839.The geoid height was determined by GEOID03.
 PB0839
 PB0839.The dynamic height is computed by dividing the NAVD 88
 PB0839.geopotential number by the normal gravity value computed on the
 PB0839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0839.degrees latitude (g = 980.6199 gals.).
 PB0839
 PB0839.The modeled gravity was interpolated from observed gravity values.
 PB0839
 PB0839;                    North         East    Units  Estimated Accuracy
 PB0839;SPC OR S     -   193,660.    1,492,190.      MT  (+/- 180 meters Scaled)
 PB0839
 PB0839                          SUPERSEDED SURVEY CONTROL
 PB0839
 PB0839.No superseded survey control is available for this station.
 PB0839
 PB0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP946091(NAD 83)
 PB0839_MARKER: DB = BENCH MARK DISK
 PB0839_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PB0839_SP_SET: COPPER-CLAD STEEL ROD
 PB0839_STAMPING: 31 TAM 1977 4326
 PB0839_MARK LOGO: USGS  
 PB0839_PROJECTION: PROJECTING 8 CENTIMETERS
 PB0839_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PB0839_ROD/PIPE-DEPTH: 6.10 meters
 PB0839
 PB0839  HISTORY     - Date     Condition        Report By
 PB0839  HISTORY     - 1977     MONUMENTED       USGS
 PB0839
 PB0839                          STATION DESCRIPTION
 PB0839
 PB0839'DESCRIBED BY US GEOLOGICAL SURVEY 1977
 PB0839'25.4 KM (15.80 MI) NNE FROM CHRISTMAS VALLEY.
 PB0839'CHRISTMAS VALLEY PO, 2.0 MI E OF, THENCE 13.8 MI N ALONG MILLICAN RD.
 PB0839'IN SEC 17 T25S R18E, AT T-RD W, 57 FT SE OF POWERPOLE BCV 373, 27 FT
 PB0839'E OF MAIN RD, 4 FT S OF FENCE CORNER, ROD DRIVEN TO REFUSAL, ENCASED
 PB0839'IN GREEN PLASTIC PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0590 ***********************************************************************
 RA0590  DESIGNATION -  31.73 RPPI
 RA0590  PID         -  RA0590
 RA0590  STATE/COUNTY-  OR/WALLOWA
 RA0590  USGS QUAD   -  HICKS SPRING (1990)
 RA0590
 RA0590                         *CURRENT SURVEY CONTROL
 RA0590  ___________________________________________________________________
 RA0590* NAD 83(1986)-  45 34 21.     (N)    117 15 16.     (W)     SCALED    
 RA0590* NAVD 88     -      1288.003  (meters)    4225.72   (feet)  POSTED    
 RA0590  ___________________________________________________________________
 RA0590  GEOID HEIGHT-         -16.37  (meters)                     GEOID03
 RA0590  DYNAMIC HT  -        1287.640 (meters)    4224.53  (feet)  COMP
 RA0590  MODELED GRAV-     980,289.4   (mgal)                       NAVD 88
 RA0590
 RA0590  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 RA0590
 RA0590.The horizontal coordinates were scaled from a topographic map and have
 RA0590.an estimated accuracy of +/- 6 seconds.
 RA0590
 RA0590.The orthometric height was determined by differential leveling
 RA0590.and adjusted by the  in 1992.
 RA0590.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 RA0590.rate of 4.1 thru 8.0 mm/km.
 RA0590
 RA0590.The geoid height was determined by GEOID03.
 RA0590
 RA0590.The dynamic height is computed by dividing the NAVD 88
 RA0590.geopotential number by the normal gravity value computed on the
 RA0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0590.degrees latitude (g = 980.6199 gals.).
 RA0590
 RA0590.The modeled gravity was interpolated from observed gravity values.
 RA0590
 RA0590;                    North         East    Units  Estimated Accuracy
 RA0590;SPC OR N     -   216,870.    2,753,250.      MT  (+/- 180 meters Scaled)
 RA0590
 RA0590                          SUPERSEDED SURVEY CONTROL
 RA0590
 RA0590  NGVD 29 (??/??/92) 1286.787  (m)         4221.73   (f) ADJ UNCH    2 0
 RA0590
 RA0590.Superseded values are not recommended for survey control.
 RA0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0590.See file dsdata.txt to determine how the superseded data were derived.
 RA0590
 RA0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML801465(NAD 83)
 RA0590_MARKER: B = BOLT
 RA0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RA0590_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RA0590_STAMPING: R.P.P.I. 31.73
 RA0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0590+STABILITY: SURFACE MOTION
 RA0590
 RA0590  HISTORY     - Date     Condition        Report By
 RA0590  HISTORY     - UNK      MONUMENTED       ORDT
 RA0590  HISTORY     - 1946     GOOD             NGS
 RA0590
 RA0590                          STATION DESCRIPTION
 RA0590
 RA0590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RA0590'11.3 MI N FROM ENTERPRISE.
 RA0590'ALONG STATE HIGHWAY 3 FROM THE COURTHOUSE AT ENTERPRISE.  ABOUT 0.2
 RA0590'MILE SOUTHEAST OF AN UNPAINTED HOUSE WEST OF THE HIGHWAY.  50 FEET
 RA0590'SOUTH OF A TELEPHONE POLE AND UNDER THE LINE.  34 FEET WEST OF THE
 RA0590'CENTER LINE OF THE HIGHWAY.  3 FEET EAST OF A RIGHT-OF-WAY FENCE.  1
 RA0590'FOOT BELOW THE LEVEL OF THE HIGHWAY.  FLUSH WITH THE GROUND AND IN A
 RA0590'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1279 ***********************************************************************
 QD1279  DESIGNATION -  3100
 QD1279  PID         -  QD1279
 QD1279  STATE/COUNTY-  OR/MARION
 QD1279  USGS QUAD   -  BREITENBUSH HOT SPRI (1997)
 QD1279
 QD1279                         *CURRENT SURVEY CONTROL
 QD1279  ___________________________________________________________________
 QD1279* NAD 83(1986)-  44 48 15.     (N)    121 53 12.     (W)     SCALED    
 QD1279* NAVD 88     -       946.185  (meters)    3104.28   (feet)  POSTED    
 QD1279  ___________________________________________________________________
 QD1279  GEOID HEIGHT-         -21.20  (meters)                     GEOID03
 QD1279  DYNAMIC HT  -         945.880 (meters)    3103.27  (feet)  COMP
 QD1279  MODELED GRAV-     980,266.9   (mgal)                       NAVD 88
 QD1279
 QD1279  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 QD1279
 QD1279.The horizontal coordinates were scaled from a topographic map and have
 QD1279.an estimated accuracy of +/- 6 seconds.
 QD1279
 QD1279.The orthometric height was determined by differential leveling
 QD1279.and adjusted by the  in 1992.
 QD1279.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 QD1279.rate greater than 8.0 mm/km.
 QD1279
 QD1279.The geoid height was determined by GEOID03.
 QD1279
 QD1279.The dynamic height is computed by dividing the NAVD 88
 QD1279.geopotential number by the normal gravity value computed on the
 QD1279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1279.degrees latitude (g = 980.6199 gals.).
 QD1279
 QD1279.The modeled gravity was interpolated from observed gravity values.
 QD1279
 QD1279;                    North         East    Units  Estimated Accuracy
 QD1279;SPC OR N     -   127,340.    2,390,310.      MT  (+/- 180 meters Scaled)
 QD1279
 QD1279                          SUPERSEDED SURVEY CONTROL
 QD1279
 QD1279  NGVD 29 (??/??/92)  944.99   (m)         3100.4    (f) COMPUTED    2 0
 QD1279
 QD1279.Superseded values are not recommended for survey control.
 QD1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1279.See file dsdata.txt to determine how the superseded data were derived.
 QD1279
 QD1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ880617(NAD 83)
 QD1279_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QD1279_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QD1279_SP_SET: TREE
 QD1279_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD1279
 QD1279  HISTORY     - Date     Condition        Report By
 QD1279  HISTORY     - UNK      MONUMENTED       USGS
 QD1279  HISTORY     - 1942     GOOD             NGS
 QD1279  HISTORY     - 1943     MARK NOT FOUND   NGS
 QD1279
 QD1279                          STATION DESCRIPTION
 QD1279
 QD1279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 QD1279'4.8 MI NE FROM BREITENBUSH HOT SPRINGS.
 QD1279'ALONG THE BREITENBUSH ROAD, AT ROAD MILEAGE 16.65, 222 FEET NORTHEAST
 QD1279'OF THE NORTH END OF A WOODEN CULVERT.
 QD1279
 QD1279                          STATION RECOVERY (1943)
 QD1279
 QD1279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 QD1279'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0947 ***********************************************************************
 QD0947  DESIGNATION -  3107=P 262
 QD0947  PID         -  QD0947
 QD0947  STATE/COUNTY-  OR/DESCHUTES
 QD0947  USGS QUAD   -  SISTERS (1988)
 QD0947
 QD0947                         *CURRENT SURVEY CONTROL
 QD0947  ___________________________________________________________________
 QD0947* NAD 83(1986)-  44 17 10.     (N)    121 30 50.     (W)     SCALED    
 QD0947* NAVD 88     -       948.037  (meters)    3110.35   (feet)  ADJUSTED  
 QD0947  ___________________________________________________________________
 QD0947  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 QD0947  DYNAMIC HT  -         947.703 (meters)    3109.26  (feet)  COMP
 QD0947  MODELED GRAV-     980,234.6   (mgal)                       NAVD 88
 QD0947
 QD0947  VERT ORDER  -  FIRST     CLASS II
 QD0947
 QD0947.The horizontal coordinates were scaled from a topographic map and have
 QD0947.an estimated accuracy of +/- 6 seconds.
 QD0947
 QD0947.The orthometric height was determined by differential leveling
 QD0947.and adjusted in June 1991.
 QD0947
 QD0947.The geoid height was determined by GEOID03.
 QD0947
 QD0947.The dynamic height is computed by dividing the NAVD 88
 QD0947.geopotential number by the normal gravity value computed on the
 QD0947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0947.degrees latitude (g = 980.6199 gals.).
 QD0947
 QD0947.The modeled gravity was interpolated from observed gravity values.
 QD0947
 QD0947;                    North         East    Units  Estimated Accuracy
 QD0947;SPC OR S     -   291,490.    1,419,070.      MT  (+/- 180 meters Scaled)
 QD0947
 QD0947                          SUPERSEDED SURVEY CONTROL
 QD0947
 QD0947  NGVD 29 (??/??/92)  946.894  (m)         3106.60   (f) ADJ UNCH    1 2
 QD0947
 QD0947.Superseded values are not recommended for survey control.
 QD0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0947.See file dsdata.txt to determine how the superseded data were derived.
 QD0947
 QD0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ185047(NAD 83)
 QD0947_MARKER: DD = SURVEY DISK
 QD0947_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QD0947_SP_SET: HEADWALL
 QD0947_STAMPING: P 262 1925 3107
 QD0947_MARK LOGO: ORHD  
 QD0947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0947+STABILITY: SURFACE MOTION
 QD0947
 QD0947  HISTORY     - Date     Condition        Report By
 QD0947  HISTORY     - UNK      MONUMENTED       ORDT
 QD0947  HISTORY     - 1930     GOOD             NGS
 QD0947  HISTORY     - 1987     GOOD             NGS
 QD0947  HISTORY     - 20080627 GOOD             GEOCAC
 QD0947
 QD0947                          STATION DESCRIPTION
 QD0947
 QD0947'DESCRIBED BY NATIONAL GEODETIC SURVEY 1930
 QD0947'1.8 MI E FROM SISTERS.
 QD0947'AND 18.1 MILES WEST OF CLINE FALLS, NEAR MIDDLE OF SHORT TANGENT, IN
 QD0947'NORTH HEADWALL OF CULVERT.
 QD0947
 QD0947                          STATION RECOVERY (1987)
 QD0947
 QD0947'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QD0947'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  2.9 KM
 QD0947'(1.80 MI) EASTERLY ALONG STATE HIGHWAY 126 FROM ITS JUNCTION WITH FIR
 QD0947'STREET IN SISTERS, IN TOP OF AND 0.7 M (2.3 FT) WEST OF THE EAST END
 QD0947'OF THE NORTH HEADWALL OF A SMALL CULVERT UNDER THE HIGHWAY, 54.6 M
 QD0947'(179.1 FT) WEST OF THE CENTER OF A DRIVEWAY AT 16376 STATE HIGHWAY 126
 QD0947'THE R.J. THIEL RESIDENCE, 6.7 M (22.0 FT) NORTH OF THE CENTERLINE OF
 QD0947'THE HIGHWAY, AND 3.0 M (9.8 FT) SOUTH-SOUTHWEST OF A T-FENCE.
 QD0947'THE MARK IS 0.2 M BELOW THE HIGHWAY.
 QD0947
 QD0947                          STATION RECOVERY (2008)
 QD0947
 QD0947'RECOVERY NOTE BY GEOCACHING 2008 (HMT)
 QD0947'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH1046 ***********************************************************************
 OH1046  DESIGNATION -  3108
 OH1046  PID         -  OH1046
 OH1046  STATE/COUNTY-  OR/MALHEUR
 OH1046  USGS QUAD   -  LITTLE BLACK CANYON (1990)
 OH1046
 OH1046                         *CURRENT SURVEY CONTROL
 OH1046  ___________________________________________________________________
 OH1046* NAD 83(1986)-  43 59 40.     (N)    117 45 38.     (W)     SCALED    
 OH1046* NAVD 88     -       950.773  (meters)    3119.33   (feet)  ADJUSTED  
 OH1046  ___________________________________________________________________
 OH1046  GEOID HEIGHT-         -17.87  (meters)                     GEOID03
 OH1046  DYNAMIC HT  -         950.417 (meters)    3118.16  (feet)  COMP
 OH1046  MODELED GRAV-     980,213.3   (mgal)                       NAVD 88
 OH1046
 OH1046  VERT ORDER  -  FIRST     CLASS II
 OH1046
 OH1046.The horizontal coordinates were scaled from a topographic map and have
 OH1046.an estimated accuracy of +/- 6 seconds.
 OH1046
 OH1046.The orthometric height was determined by differential leveling
 OH1046.and adjusted in June 1991.
 OH1046
 OH1046.The geoid height was determined by GEOID03.
 OH1046
 OH1046.The dynamic height is computed by dividing the NAVD 88
 OH1046.geopotential number by the normal gravity value computed on the
 OH1046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH1046.degrees latitude (g = 980.6199 gals.).
 OH1046
 OH1046.The modeled gravity was interpolated from observed gravity values.
 OH1046
 OH1046;                    North         East    Units  Estimated Accuracy
 OH1046;SPC OR S     -   262,180.    1,719,700.      MT  (+/- 180 meters Scaled)
 OH1046
 OH1046                          SUPERSEDED SURVEY CONTROL
 OH1046
 OH1046  NGVD 29 (??/??/92)  949.692  (m)         3115.78   (f) ADJ UNCH    1 2
 OH1046
 OH1046.Superseded values are not recommended for survey control.
 OH1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1046.See file dsdata.txt to determine how the superseded data were derived.
 OH1046
 OH1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ390715(NAD 83)
 OH1046_MARKER: P = PIPE CAP
 OH1046_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OH1046_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OH1046_STAMPING: 3116.157 H 1903
 OH1046_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH1046
 OH1046  HISTORY     - Date     Condition        Report By
 OH1046  HISTORY     - 1903     MONUMENTED       USGS
 OH1046  HISTORY     - 1944     GOOD             NGS
 OH1046
 OH1046                          STATION DESCRIPTION
 OH1046
 OH1046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 OH1046'3.3 MI W FROM WESTFALL.
 OH1046'3.3 MILES WEST ALONG THE BEULAH-WESTFALL ROAD FROM THE POST OFFICE AT
 OH1046'WESTFALL, ABOUT 300 FEET SOUTHWEST OF THE ROAD, IN THE SCRUB BUSHES,
 OH1046'16.6 FEET NORTHEAST OF THE CENTER-LINE OF THE OLD ABANDONED ROAD, 2.7
 OH1046'FEET NORTHWEST OF REFERENCE POST.  A U.S.G.S. BENCH MARK CAP RIVETED
 OH1046'ON TOP A 3 1/2-INCH IRON PIPE AND PROJECTING ABOUT 1 FOOT ABOVE THE
 OH1046'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1482 ***********************************************************************
 RC1482  DESIGNATION -  3109
 RC1482  PID         -  RC1482
 RC1482  STATE/COUNTY-  OR/CLACKAMAS
 RC1482  USGS QUAD   -  TIMOTHY LAKE (1997)
 RC1482
 RC1482                         *CURRENT SURVEY CONTROL
 RC1482  ___________________________________________________________________
 RC1482* NAD 83(1986)-  45 06 47.     (N)    121 48 53.     (W)     SCALED    
 RC1482* NAVD 88     -       948.845  (meters)    3113.00   (feet)  ADJUSTED  
 RC1482  ___________________________________________________________________
 RC1482  GEOID HEIGHT-         -21.12  (meters)                     GEOID03
 RC1482  DYNAMIC HT  -         948.599 (meters)    3112.20  (feet)  COMP
 RC1482  MODELED GRAV-     980,325.4   (mgal)                       NAVD 88
 RC1482
 RC1482  VERT ORDER  -  SECOND    CLASS 0
 RC1482
 RC1482.The horizontal coordinates were scaled from a topographic map and have
 RC1482.an estimated accuracy of +/- 6 seconds.
 RC1482
 RC1482.The orthometric height was determined by differential leveling
 RC1482.and adjusted in June 1991.
 RC1482
 RC1482.The geoid height was determined by GEOID03.
 RC1482
 RC1482.The dynamic height is computed by dividing the NAVD 88
 RC1482.geopotential number by the normal gravity value computed on the
 RC1482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1482.degrees latitude (g = 980.6199 gals.).
 RC1482
 RC1482.The modeled gravity was interpolated from observed gravity values.
 RC1482
 RC1482;                    North         East    Units  Estimated Accuracy
 RC1482;SPC OR N     -   161,570.    2,396,560.      MT  (+/- 180 meters Scaled)
 RC1482
 RC1482                          SUPERSEDED SURVEY CONTROL
 RC1482
 RC1482  NGVD 29 (??/??/92)  947.723  (m)         3109.32   (f) ADJ UNCH    2 0
 RC1482
 RC1482.Superseded values are not recommended for survey control.
 RC1482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1482.See file dsdata.txt to determine how the superseded data were derived.
 RC1482
 RC1482_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ932961(NAD 83)
 RC1482_MARKER: N = NAIL
 RC1482_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RC1482_SP_SET: FIR TREE
 RC1482_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC1482
 RC1482  HISTORY     - Date     Condition        Report By
 RC1482  HISTORY     - UNK      MONUMENTED       USGS
 RC1482  HISTORY     - 1946     GOOD             NGS
 RC1482
 RC1482                          STATION DESCRIPTION
 RC1482
 RC1482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RC1482'4.3 MI W FROM CLACKAMAS RANGER STA.
 RC1482'ABOUT 4.3 MILES WEST ALONG THE OAK GROVE FOREST SERVICE TRAIL FROM THE
 RC1482'CLACKAMAS RANGER STATION, AT ANVIL CREEK, 45 FEET SOUTHWEST OF THE
 RC1482'SOUTHWEST BANK OF ANVIL CREEK, 3 FEET SOUTHEAST OF THE CENTER LINE OF
 RC1482'THE TRAIL, COPPER NAIL AND WASHER SET IN THE BASE OF A 24-INCH FIR
 RC1482'TREE, ABOUT 0.6 FOOT HIGHER THAN THE SURFACE OF THE TRAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0631 ***********************************************************************
 RA0631  DESIGNATION -  3111 A
 RA0631  PID         -  RA0631
 RA0631  STATE/COUNTY-  OR/WALLOWA
 RA0631  USGS QUAD   -  EVANS (1990)
 RA0631
 RA0631                         *CURRENT SURVEY CONTROL
 RA0631  ___________________________________________________________________
 RA0631* NAD 83(1986)-  45 31 49.     (N)    117 28 48.     (W)     SCALED    
 RA0631* NAVD 88     -       951.358  (meters)    3121.25   (feet)  ADJUSTED  
 RA0631  ___________________________________________________________________
 RA0631  GEOID HEIGHT-         -16.80  (meters)                     GEOID03
 RA0631  DYNAMIC HT  -         951.125 (meters)    3120.48  (feet)  COMP
 RA0631  MODELED GRAV-     980,339.3   (mgal)                       NAVD 88
 RA0631
 RA0631  VERT ORDER  -  SECOND    CLASS 0
 RA0631
 RA0631.The horizontal coordinates were scaled from a topographic map and have
 RA0631.an estimated accuracy of +/- 6 seconds.
 RA0631
 RA0631.The orthometric height was determined by differential leveling
 RA0631.and adjusted in June 1991.
 RA0631
 RA0631.The geoid height was determined by GEOID03.
 RA0631
 RA0631.The dynamic height is computed by dividing the NAVD 88
 RA0631.geopotential number by the normal gravity value computed on the
 RA0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0631.degrees latitude (g = 980.6199 gals.).
 RA0631
 RA0631.The modeled gravity was interpolated from observed gravity values.
 RA0631
 RA0631;                    North         East    Units  Estimated Accuracy
 RA0631;SPC OR N     -   211,500.    2,735,840.      MT  (+/- 180 meters Scaled)
 RA0631
 RA0631                          SUPERSEDED SURVEY CONTROL
 RA0631
 RA0631  NGVD 29 (??/??/92)  950.207  (m)         3117.47   (f) ADJ UNCH    2 0
 RA0631
 RA0631.Superseded values are not recommended for survey control.
 RA0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0631.See file dsdata.txt to determine how the superseded data were derived.
 RA0631
 RA0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML625419(NAD 83)
 RA0631_MARKER: DD = SURVEY DISK
 RA0631_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RA0631_SP_SET: CYLINDER
 RA0631_STAMPING: 3111 A
 RA0631_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RA0631
 RA0631  HISTORY     - Date     Condition        Report By
 RA0631  HISTORY     - UNK      MONUMENTED       USGS
 RA0631  HISTORY     - 1934     GOOD             NGS
 RA0631
 RA0631                          STATION DESCRIPTION
 RA0631
 RA0631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RA0631'3.9 MI NW FROM LOSTINE.
 RA0631'3.9 MILES N.W. ALONG STATE HWY. 82 FROM POST OFFICE 0.3 MILE EAST OF
 RA0631'HIGHWAY ALONG LANE LEADING TO THE SHERROD-MCLAIN FARMS, BETWEEN GATES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0447 ***********************************************************************
 RC0447  DESIGNATION -  3121 H
 RC0447  PID         -  RC0447
 RC0447  STATE/COUNTY-  OR/WASCO
 RC0447  USGS QUAD   -  MACKEN CANYON (1970)
 RC0447
 RC0447                         *CURRENT SURVEY CONTROL
 RC0447  ___________________________________________________________________
 RC0447* NAD 83(1986)-  45 01 39.     (N)    120 41 36.     (W)     SCALED    
 RC0447* NAVD 88     -       952.472  (meters)    3124.90   (feet)  ADJUSTED  
 RC0447  ___________________________________________________________________
 RC0447  GEOID HEIGHT-         -20.59  (meters)                     GEOID03
 RC0447  DYNAMIC HT  -         952.247 (meters)    3124.16  (feet)  COMP
 RC0447  MODELED GRAV-     980,348.4   (mgal)                       NAVD 88
 RC0447
 RC0447  VERT ORDER  -  FIRST     CLASS II
 RC0447
 RC0447.The horizontal coordinates were scaled from a topographic map and have
 RC0447.an estimated accuracy of +/- 6 seconds.
 RC0447
 RC0447.The orthometric height was determined by differential leveling
 RC0447.and adjusted in June 1991.
 RC0447
 RC0447.The geoid height was determined by GEOID03.
 RC0447
 RC0447.The dynamic height is computed by dividing the NAVD 88
 RC0447.geopotential number by the normal gravity value computed on the
 RC0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0447.degrees latitude (g = 980.6199 gals.).
 RC0447
 RC0447.The modeled gravity was interpolated from observed gravity values.
 RC0447
 RC0447;                    North         East    Units  Estimated Accuracy
 RC0447;SPC OR N     -   151,240.    2,484,770.      MT  (+/- 180 meters Scaled)
 RC0447
 RC0447                          SUPERSEDED SURVEY CONTROL
 RC0447
 RC0447  NGVD 29 (??/??/92)  951.354  (m)         3121.23   (f) ADJ UNCH    1 2
 RC0447
 RC0447.Superseded values are not recommended for survey control.
 RC0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0447.See file dsdata.txt to determine how the superseded data were derived.
 RC0447
 RC0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ817885(NAD 83)
 RC0447_MARKER: P = PIPE CAP
 RC0447_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RC0447_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RC0447_STAMPING: 3120.616 H 1904
 RC0447_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC0447
 RC0447  HISTORY     - Date     Condition        Report By
 RC0447  HISTORY     - 1904     MONUMENTED       USGS
 RC0447  HISTORY     - 1961     MARK NOT FOUND   NGS
 RC0447  HISTORY     - 1987     MARK NOT FOUND   NGS
 RC0447
 RC0447                          STATION DESCRIPTION
 RC0447
 RC0447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RC0447'4.2 MI NE FROM SHANIKO.
 RC0447'4.2 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD TRACKS FROM THE
 RC0447'STATION AT SHANIKO, ABOUT 0.4 MILE NORTHEAST OF MILEPOST 66, ABOUT 890
 RC0447'FEET SOUTHWEST OF A PRIVATE ROAD-CROSSING, NEAR THE NORTHEAST END OF A
 RC0447'LONG CURVE, ABOUT 145 FEET SOUTHWEST OF THE LAST POLE ON A HALF MILE
 RC0447'TANGENT, 45 FEET NORTHWEST OF THE CENTER LINE OF THE FORMER TRACK, AND
 RC0447'40 FEET SOUTHEAST OF THE CENTERLINE OF AN OLD ROAD. STANDARD CAP
 RC0447'RIVETED TO THE TOP OF A 3-1/2-INCH IRON PIPE ENCASED IN CONCRETE.
 RC0447
 RC0447                          STATION RECOVERY (1987)
 RC0447
 RC0447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RC0447'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0355 ***********************************************************************
 QD0355  DESIGNATION -  3127
 QD0355  PID         -  QD0355
 QD0355  STATE/COUNTY-  OR/CROOK
 QD0355  USGS QUAD   -  GRIZZLY MTN (1992)
 QD0355
 QD0355                         *CURRENT SURVEY CONTROL
 QD0355  ___________________________________________________________________
 QD0355* NAD 83(1986)-  44 24 15.     (N)    120 54 42.     (W)     SCALED    
 QD0355* NAVD 88     -       956.773  (meters)    3139.01   (feet)  ADJUSTED  
 QD0355  ___________________________________________________________________
 QD0355  GEOID HEIGHT-         -20.54  (meters)                     GEOID03
 QD0355  DYNAMIC HT  -         956.466 (meters)    3138.01  (feet)  COMP
 QD0355  MODELED GRAV-     980,264.9   (mgal)                       NAVD 88
 QD0355
 QD0355  VERT ORDER  -  FIRST     CLASS II
 QD0355
 QD0355.The horizontal coordinates were scaled from a topographic map and have
 QD0355.an estimated accuracy of +/- 6 seconds.
 QD0355
 QD0355.The orthometric height was determined by differential leveling
 QD0355.and adjusted in June 1991.
 QD0355
 QD0355.The geoid height was determined by GEOID03.
 QD0355
 QD0355.The dynamic height is computed by dividing the NAVD 88
 QD0355.geopotential number by the normal gravity value computed on the
 QD0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0355.degrees latitude (g = 980.6199 gals.).
 QD0355
 QD0355.The modeled gravity was interpolated from observed gravity values.
 QD0355
 QD0355;                    North         East    Units  Estimated Accuracy
 QD0355;SPC OR S     -   304,200.    1,467,200.      MT  (+/- 180 meters Scaled)
 QD0355
 QD0355                          SUPERSEDED SURVEY CONTROL
 QD0355
 QD0355  NGVD 29 (??/??/92)  955.641  (m)         3135.30   (f) ADJ UNCH    1 2
 QD0355
 QD0355.Superseded values are not recommended for survey control.
 QD0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0355.See file dsdata.txt to determine how the superseded data were derived.
 QD0355
 QD0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ662188(NAD 83)
 QD0355_MARKER: P = PIPE CAP
 QD0355_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QD0355_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QD0355_STAMPING: 3135.642 H 1904
 QD0355_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0355
 QD0355  HISTORY     - Date     Condition        Report By
 QD0355  HISTORY     - 1904     MONUMENTED       USGS
 QD0355  HISTORY     - 1936     GOOD             MORC
 QD0355
 QD0355                          STATION DESCRIPTION
 QD0355
 QD0355'DESCRIBED BY MISSOURI RIVER COMMISSION 1936
 QD0355'9.0 MI NW FROM PRINEVILLE.
 QD0355'9 MILES NORTHWEST OF PRINEVILLE COURT HOUSE ALONG HAY CREEK-PRINEVILLE
 QD0355'ROAD.  7.4 MI. S. OF GRIZZLY BUTTE GRAY HALL AT GRIZZLY. ABOUT 4.1
 QD0355'MILES SOUTH OF THE SUMMIT.  ON THE EAST SIDE OF THE ROAD NEAR A GROUP
 QD0355'OF RANCH BARNS.  40 FEET SOUTH OF A BARN AND 1 FOOT FROM A FENCE
 QD0355'CORNER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1032 ***********************************************************************
 QD1032  DESIGNATION -  3129.39
 QD1032  PID         -  QD1032
 QD1032  STATE/COUNTY-  OR/DESCHUTES
 QD1032  USGS QUAD   -  SISTERS (1988)
 QD1032
 QD1032                         *CURRENT SURVEY CONTROL
 QD1032  ___________________________________________________________________
 QD1032* NAD 83(1986)-  44 17 13.     (N)    121 31 15.     (W)     SCALED    
 QD1032* NAVD 88     -       954.847  (meters)    3132.69   (feet)  POSTED    
 QD1032  ___________________________________________________________________
 QD1032  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 QD1032  DYNAMIC HT  -         954.510 (meters)    3131.59  (feet)  COMP
 QD1032  MODELED GRAV-     980,233.7   (mgal)                       NAVD 88
 QD1032
 QD1032  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 QD1032
 QD1032.The horizontal coordinates were scaled from a topographic map and have
 QD1032.an estimated accuracy of +/- 6 seconds.
 QD1032
 QD1032.The orthometric height was determined by differential leveling
 QD1032.and adjusted by the  in 1992.
 QD1032.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 QD1032.rate of 1.1 thru 2.0 mm/km.
 QD1032
 QD1032.The geoid height was determined by GEOID03.
 QD1032
 QD1032.The dynamic height is computed by dividing the NAVD 88
 QD1032.geopotential number by the normal gravity value computed on the
 QD1032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1032.degrees latitude (g = 980.6199 gals.).
 QD1032
 QD1032.The modeled gravity was interpolated from observed gravity values.
 QD1032
 QD1032;                    North         East    Units  Estimated Accuracy
 QD1032;SPC OR S     -   291,590.    1,418,510.      MT  (+/- 180 meters Scaled)
 QD1032
 QD1032                          SUPERSEDED SURVEY CONTROL
 QD1032
 QD1032  NGVD 29 (??/??/92)  953.702  (m)         3128.94   (f) ADJ UNCH    1 2
 QD1032
 QD1032.Superseded values are not recommended for survey control.
 QD1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1032.See file dsdata.txt to determine how the superseded data were derived.
 QD1032
 QD1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ180048(NAD 83)
 QD1032_MARKER: B = BOLT
 QD1032_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QD1032_SP_SET: CULVERT
 QD1032_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD1032
 QD1032  HISTORY     - Date     Condition        Report By
 QD1032  HISTORY     - UNK      MONUMENTED       ORDT
 QD1032  HISTORY     - 1930     GOOD             NGS
 QD1032
 QD1032                          STATION DESCRIPTION
 QD1032
 QD1032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1930
 QD1032'1.45 MI E FROM SISTERS.
 QD1032'EAST END OF CURVE, IN NORTH HEAD WALL OF CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0948 ***********************************************************************
 QD0948  DESIGNATION -  3133.17
 QD0948  PID         -  QD0948
 QD0948  STATE/COUNTY-  OR/DESCHUTES
 QD0948  USGS QUAD   -  HENKLE BUTTE (1981)
 QD0948
 QD0948                         *CURRENT SURVEY CONTROL
 QD0948  ___________________________________________________________________
 QD0948* NAD 83(1986)-  44 17 28.     (N)    121 29 32.     (W)     SCALED    
 QD0948* NAVD 88     -       955.997  (meters)    3136.47   (feet)  POSTED    
 QD0948  ___________________________________________________________________
 QD0948  GEOID HEIGHT-         -21.37  (meters)                     GEOID03
 QD0948  DYNAMIC HT  -         955.670 (meters)    3135.39  (feet)  COMP
 QD0948  MODELED GRAV-     980,242.1   (mgal)                       NAVD 88
 QD0948
 QD0948  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 QD0948
 QD0948.The horizontal coordinates were scaled from a topographic map and have
 QD0948.an estimated accuracy of +/- 6 seconds.
 QD0948
 QD0948.The orthometric height was determined by differential leveling
 QD0948.and adjusted by the  in 1992.
 QD0948.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 QD0948.rate of 4.1 thru 8.0 mm/km.
 QD0948
 QD0948.The geoid height was determined by GEOID03.
 QD0948
 QD0948.The dynamic height is computed by dividing the NAVD 88
 QD0948.geopotential number by the normal gravity value computed on the
 QD0948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0948.degrees latitude (g = 980.6199 gals.).
 QD0948
 QD0948.The modeled gravity was interpolated from observed gravity values.
 QD0948
 QD0948;                    North         East    Units  Estimated Accuracy
 QD0948;SPC OR S     -   292,020.    1,420,800.      MT  (+/- 180 meters Scaled)
 QD0948
 QD0948                          SUPERSEDED SURVEY CONTROL
 QD0948
 QD0948  NGVD 29 (??/??/92)  954.871  (m)         3132.77   (f) ADJ UNCH    1 2
 QD0948
 QD0948.Superseded values are not recommended for survey control.
 QD0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0948.See file dsdata.txt to determine how the superseded data were derived.
 QD0948
 QD0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ202053(NAD 83)
 QD0948_MARKER: B = BOLT
 QD0948_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QD0948_SP_SET: CULVERT
 QD0948_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0948
 QD0948  HISTORY     - Date     Condition        Report By
 QD0948  HISTORY     - UNK      MONUMENTED       ORDT
 QD0948  HISTORY     - 1930     GOOD             NGS
 QD0948  HISTORY     - 1938     MARK NOT FOUND   NGS
 QD0948
 QD0948                          STATION DESCRIPTION
 QD0948
 QD0948'DESCRIBED BY NATIONAL GEODETIC SURVEY 1930
 QD0948'2.8 MI E FROM SISTERS.
 QD0948'AND 13 MILES WESTERLY FROM, CLINE FALLS, IN SOUTH HEADWALL OF CULVERT
 QD0948'OVER IRRIGATION DITCH.
 QD0948
 QD0948                          STATION RECOVERY (1938)
 QD0948
 QD0948'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 QD0948'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0450 ***********************************************************************
 QD0450  DESIGNATION -  3152
 QD0450  PID         -  QD0450
 QD0450  STATE/COUNTY-  OR/JEFFERSON
 QD0450  USGS QUAD   -  BREWER RESERVOIR (1992)
 QD0450
 QD0450                         *CURRENT SURVEY CONTROL
 QD0450  ___________________________________________________________________
 QD0450* NAD 83(1986)-  44 34 52.     (N)    120 56 11.     (W)     SCALED    
 QD0450* NAVD 88     -       964.497  (meters)    3164.35   (feet)  ADJUSTED  
 QD0450  ___________________________________________________________________
 QD0450  GEOID HEIGHT-         -20.54  (meters)                     GEOID03
 QD0450  DYNAMIC HT  -         964.213 (meters)    3163.42  (feet)  COMP
 QD0450  MODELED GRAV-     980,290.4   (mgal)                       NAVD 88
 QD0450
 QD0450  VERT ORDER  -  FIRST     CLASS II
 QD0450
 QD0450.The horizontal coordinates were scaled from a topographic map and have
 QD0450.an estimated accuracy of +/- 6 seconds.
 QD0450
 QD0450.The orthometric height was determined by differential leveling
 QD0450.and adjusted in June 1991.
 QD0450
 QD0450.The geoid height was determined by GEOID03.
 QD0450
 QD0450.The dynamic height is computed by dividing the NAVD 88
 QD0450.geopotential number by the normal gravity value computed on the
 QD0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0450.degrees latitude (g = 980.6199 gals.).
 QD0450
 QD0450.The modeled gravity was interpolated from observed gravity values.
 QD0450
 QD0450;                    North         East    Units  Estimated Accuracy
 QD0450;SPC OR N     -   101,710.    2,465,340.      MT  (+/- 180 meters Scaled)
 QD0450
 QD0450                          SUPERSEDED SURVEY CONTROL
 QD0450
 QD0450  NGVD 29 (??/??/92)  963.377  (m)         3160.68   (f) ADJ UNCH    1 2
 QD0450
 QD0450.Superseded values are not recommended for survey control.
 QD0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0450.See file dsdata.txt to determine how the superseded data were derived.
 QD0450
 QD0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ638384(NAD 83)
 QD0450_MARKER: P = PIPE CAP
 QD0450_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QD0450_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QD0450_STAMPING: 3161.224 H 1904
 QD0450_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0450
 QD0450  HISTORY     - Date     Condition        Report By
 QD0450  HISTORY     - 1904     MONUMENTED       USGS
 QD0450  HISTORY     - 1936     GOOD             NGS
 QD0450
 QD0450                          STATION DESCRIPTION
 QD0450
 QD0450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 QD0450'2.9 MI SW FROM HAY CREEK.
 QD0450'2.9 MILES SOUTHWEST OF HAY CREEK RANCH BUILDINGS ALONG ROAD TO GRIZZLY
 QD0450'0.25 MILE SOUTH HAY CREEK SCHOOL HOUSE.  52 FEET WEST OF CENTER LINE
 QD0450'OF HAY CREEK-PRINEVILLE ROAD.  50 FEET SOUTH OF DRY WASH. 24 FEET
 QD0450'INSIDE OF WEST FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1666 ***********************************************************************
 RC1666  DESIGNATION -  317 M
 RC1666  PID         -  RC1666
 RC1666  STATE/COUNTY-  OR/HOOD RIVER
 RC1666  USGS QUAD   -  HOOD RIVER (1994)
 RC1666
 RC1666                         *CURRENT SURVEY CONTROL
 RC1666  ___________________________________________________________________
 RC1666* NAD 83(1986)-  45 42 38.     (N)    121 33 12.     (W)     SCALED    
 RC1666* NAVD 88     -        97.796  (meters)     320.85   (feet)  ADJUSTED  
 RC1666  ___________________________________________________________________
 RC1666  GEOID HEIGHT-         -21.53  (meters)                     GEOID03
 RC1666  DYNAMIC HT  -          97.794 (meters)     320.85  (feet)  COMP
 RC1666  MODELED GRAV-     980,597.0   (mgal)                       NAVD 88
 RC1666
 RC1666  VERT ORDER  -  SECOND    CLASS 0
 RC1666
 RC1666.The horizontal coordinates were scaled from a topographic map and have
 RC1666.an estimated accuracy of +/- 6 seconds.
 RC1666
 RC1666.The orthometric height was determined by differential leveling
 RC1666.and adjusted in June 1991.
 RC1666
 RC1666.The geoid height was determined by GEOID03.
 RC1666
 RC1666.The dynamic height is computed by dividing the NAVD 88
 RC1666.geopotential number by the normal gravity value computed on the
 RC1666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1666.degrees latitude (g = 980.6199 gals.).
 RC1666
 RC1666.The modeled gravity was interpolated from observed gravity values.
 RC1666
 RC1666;                    North         East    Units  Estimated Accuracy
 RC1666;SPC OR N     -   227,660.    2,417,990.      MT  (+/- 180 meters Scaled)
 RC1666
 RC1666                          SUPERSEDED SURVEY CONTROL
 RC1666
 RC1666  NGVD 29 (??/??/92)   96.77   (m)          317.5    (f) COMPUTED    2 0
 RC1666
 RC1666.Superseded values are not recommended for survey control.
 RC1666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1666.See file dsdata.txt to determine how the superseded data were derived.
 RC1666
 RC1666_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR126629(NAD 83)
 RC1666_MARKER: DD = SURVEY DISK
 RC1666_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RC1666_SP_SET: CULVERT
 RC1666_STAMPING: 317 M 1925
 RC1666_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC1666
 RC1666  HISTORY     - Date     Condition        Report By
 RC1666  HISTORY     - 1925     MONUMENTED       ORDT
 RC1666  HISTORY     - 1957     GOOD             NGS
 RC1666  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 RC1666
 RC1666                          STATION DESCRIPTION
 RC1666
 RC1666'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 RC1666'2.2 MI W FROM HOOD RIVER.
 RC1666'2.2 MILES WEST ALONG U.S. HIGHWAY 30 FROM THE UNION PACIFIC RAILROAD
 RC1666'STATION AT HOOD RIVER, IN T3N-R10E, ALONG THE FORMER HIGHWAY AT PHELPS
 RC1666'CREEK, IN TOP OF THE CENTER OF THE SOUTH CONCRETE HEAD WALL FLUSH WITH
 RC1666'THE HIGHWAY, 0.15 MILE EAST OF HIGHWAY MILEPOST 60, 144 FEET NORTHEAST
 RC1666'OF THE CENTER OF THE INTERSECTION OF THE HIGHWAY AND ENTRANCE ROADS,
 RC1666'39.4 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 13.1 FEET SOUTH OF
 RC1666'THE CENTER LINE OF FORMER HIGHWAY AND 0.9 FEET SOUTH OF A WITNESS
 RC1666'POST.
 RC1666
 RC1666                          STATION RECOVERY (1989)
 RC1666
 RC1666'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RC1666'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1667 ***********************************************************************
 RC1667  DESIGNATION -  317 RESET
 RC1667  PID         -  RC1667
 RC1667  STATE/COUNTY-  OR/HOOD RIVER
 RC1667  USGS QUAD   -  HOOD RIVER (1994)
 RC1667
 RC1667                         *CURRENT SURVEY CONTROL
 RC1667  ___________________________________________________________________
 RC1667* NAD 83(1986)-  45 42 36.     (N)    121 33 15.     (W)     SCALED    
 RC1667* NAVD 88     -        97.90   (+/-2cm)     321.2    (feet)  VERTCON   
 RC1667  ___________________________________________________________________
 RC1667  GEOID HEIGHT-         -21.53  (meters)                     GEOID03
 RC1667  VERT ORDER  -  THIRD (See Below)
 RC1667
 RC1667.The horizontal coordinates were scaled from a topographic map and have
 RC1667.an estimated accuracy of +/- 6 seconds.
 RC1667
 RC1667.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC1667.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC1667.The vertical order pertains to the NGVD 29 superseded value.
 RC1667
 RC1667.The geoid height was determined by GEOID03.
 RC1667
 RC1667;                    North         East    Units  Estimated Accuracy
 RC1667;SPC OR N     -   227,600.    2,417,920.      MT  (+/- 180 meters Scaled)
 RC1667
 RC1667                          SUPERSEDED SURVEY CONTROL
 RC1667
 RC1667  NGVD 29 (??/??/??)   96.88   (m)          317.8    (f) RESET       3  
 RC1667
 RC1667.Superseded values are not recommended for survey control.
 RC1667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1667.See file dsdata.txt to determine how the superseded data were derived.
 RC1667
 RC1667_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR125628(NAD 83)
 RC1667_MARKER: DB = BENCH MARK DISK
 RC1667_SETTING: 80 = SET IN A BOULDER
 RC1667_SP_SET: BOULDER
 RC1667_STAMPING: 317 (OSHD) RESET 1962
 RC1667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1667+STABILITY: SURFACE MOTION
 RC1667
 RC1667  HISTORY     - Date     Condition        Report By
 RC1667  HISTORY     - 1962     MONUMENTED       CGS
 RC1667  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 RC1667
 RC1667                          STATION DESCRIPTION
 RC1667
 RC1667'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 RC1667'2.2 MI W FROM HOOD RIVER.
 RC1667'FROM THE UNION PACIFIC RAILROAD STATION AT HOOD RIVER GO WEST ALONG
 RC1667'U.S. HIGHWAY 30 FOR ABOUT 2.2 MILES TO A SERVICE ROAD TO THE RIGHT,
 RC1667'NORTH, TURN RIGHT, THEN TURN SHARP RIGHT BACK TO THE EAST OF THE OLD
 RC1667'HIGHWAY ABOUT 100 FEET.  LOCATED IN THE TOP OF A LARGE BOULDER THAT IS
 RC1667'PROJECTING ABOUT 4 FEET ABOVE THE GROUND, ABOUT 4 FEET NORTH OF THE
 RC1667'NORTH RIGHT-OF-WAY LINE FOR THE NEW HIGHWAY, ON THE SOUTHEAST SIDE OF
 RC1667'PHELPS CREEK ON THE SOUTHWEST EDGE OF THE WOODCRAFT HOME PROPERTY, AND
 RC1667'ABOUT 65 FEET NORTH OF THE LOCATION OF THE ORIGINAL MARK, AND CEMENTED
 RC1667'IN A DRILL HOLE IN TOP OF A LARGE BOULDER.
 RC1667
 RC1667                          STATION RECOVERY (1989)
 RC1667
 RC1667'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RC1667'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1030 ***********************************************************************
 QD1030  DESIGNATION -  3175.37
 QD1030  PID         -  QD1030
 QD1030  STATE/COUNTY-  OR/DESCHUTES
 QD1030  USGS QUAD   -  SISTERS (1988)
 QD1030
 QD1030                         *CURRENT SURVEY CONTROL
 QD1030  ___________________________________________________________________
 QD1030* NAD 83(1986)-  44 17 16.     (N)    121 32 27.     (W)     SCALED    
 QD1030* NAVD 88     -       968.904  (meters)    3178.81   (feet)  ADJUSTED  
 QD1030  ___________________________________________________________________
 QD1030  GEOID HEIGHT-         -21.32  (meters)                     GEOID03
 QD1030  DYNAMIC HT  -         968.560 (meters)    3177.68  (feet)  COMP
 QD1030  MODELED GRAV-     980,230.7   (mgal)                       NAVD 88
 QD1030
 QD1030  VERT ORDER  -  FIRST     CLASS II
 QD1030
 QD1030.The horizontal coordinates were scaled from a topographic map and have
 QD1030.an estimated accuracy of +/- 6 seconds.
 QD1030
 QD1030.The orthometric height was determined by differential leveling
 QD1030.and adjusted in June 1991.
 QD1030
 QD1030.The geoid height was determined by GEOID03.
 QD1030
 QD1030.The dynamic height is computed by dividing the NAVD 88
 QD1030.geopotential number by the normal gravity value computed on the
 QD1030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1030.degrees latitude (g = 980.6199 gals.).
 QD1030
 QD1030.The modeled gravity was interpolated from observed gravity values.
 QD1030
 QD1030;                    North         East    Units  Estimated Accuracy
 QD1030;SPC OR S     -   291,700.    1,416,920.      MT  (+/- 180 meters Scaled)
 QD1030
 QD1030                          SUPERSEDED SURVEY CONTROL
 QD1030
 QD1030  NGVD 29 (??/??/92)  967.751  (m)         3175.03   (f) ADJ UNCH    1 2
 QD1030
 QD1030.Superseded values are not recommended for survey control.
 QD1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1030.See file dsdata.txt to determine how the superseded data were derived.
 QD1030
 QD1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ164048(NAD 83)
 QD1030_MARKER: Q = CHISELED SQUARE
 QD1030_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QD1030_SP_SET: PIER
 QD1030_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QD1030
 QD1030  HISTORY     - Date     Condition        Report By
 QD1030  HISTORY     - UNK      MONUMENTED       ORDT
 QD1030  HISTORY     - 1930     GOOD             NGS
 QD1030
 QD1030                          STATION DESCRIPTION
 QD1030
 QD1030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1930
 QD1030'0.5 MI E FROM SISTERS.
 QD1030'IN NORTHEAST CORNER OF HIGHWAY BRIDGE OVER SQUAW CREEK IN CONCRETE
 QD1030'PIER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0895 ***********************************************************************
 QE0895  DESIGNATION -  319 B
 QE0895  PID         -  QE0895
 QE0895  STATE/COUNTY-  OR/LANE
 QE0895  USGS QUAD   -  JUNCTION CITY (1986)
 QE0895
 QE0895                         *CURRENT SURVEY CONTROL
 QE0895  ___________________________________________________________________
 QE0895* NAD 83(1986)-  44 14 10.     (N)    123 11 34.     (W)     SCALED    
 QE0895* NAVD 88     -        98.598  (meters)     323.48   (feet)  POSTED    
 QE0895  ___________________________________________________________________
 QE0895  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 QE0895  DYNAMIC HT  -          98.590 (meters)     323.46  (feet)  COMP
 QE0895  MODELED GRAV-     980,516.4   (mgal)                       NAVD 88
 QE0895
 QE0895  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 QE0895
 QE0895.The horizontal coordinates were scaled from a topographic map and have
 QE0895.an estimated accuracy of +/- 6 seconds.
 QE0895
 QE0895.The orthometric height was determined by differential leveling
 QE0895.and adjusted by the  in 1992.
 QE0895.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 QE0895.rate of 1.1 thru 2.0 mm/km.
 QE0895
 QE0895.The geoid height was determined by GEOID03.
 QE0895
 QE0895.The dynamic height is computed by dividing the NAVD 88
 QE0895.geopotential number by the normal gravity value computed on the
 QE0895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0895.degrees latitude (g = 980.6199 gals.).
 QE0895
 QE0895.The modeled gravity was interpolated from observed gravity values.
 QE0895
 QE0895;                    North         East    Units  Estimated Accuracy
 QE0895;SPC OR S     -   288,900.    1,284,900.      MT  (+/- 180 meters Scaled)
 QE0895
 QE0895                          SUPERSEDED SURVEY CONTROL
 QE0895
 QE0895  NGVD 29 (??/??/92)   97.537  (m)          320.00   (f) ADJ UNCH    1 2
 QE0895
 QE0895.Superseded values are not recommended for survey control.
 QE0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0895.See file dsdata.txt to determine how the superseded data were derived.
 QE0895
 QE0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP846981(NAD 83)
 QE0895_MARKER: P = PIPE CAP
 QE0895_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QE0895_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QE0895_STAMPING: 319 B 1903
 QE0895_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0895
 QE0895  HISTORY     - Date     Condition        Report By
 QE0895  HISTORY     - 1903     MONUMENTED       USGS
 QE0895  HISTORY     - 1934     GOOD             NGS
 QE0895  HISTORY     - 1987     MARK NOT FOUND   NGS
 QE0895
 QE0895                          STATION DESCRIPTION
 QE0895
 QE0895'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QE0895'1.4 MI N FROM JUNCTION CITY.
 QE0895'ABOUT 1.4 MILES NORTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM
 QE0895'JUNCTION CITY, LANE COUNTY, ABOUT 200 FEET SOUTH OF MILE POST 662, 234
 QE0895'FEET SOUTH OF A LONG TRESTLE, AND 18.8 FEET EAST OF THE TRACK
 QE0895'CENTERLINE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP STAMPED
 QE0895'319 B 1903 AND RIVETED ON A 3 1/2 INCH IRON PIPE ENCASED IN CONCRETE
 QE0895'AND PROJECTING 12 INCHES ABOVE THE GROUND.
 QE0895
 QE0895                          STATION RECOVERY (1987)
 QE0895
 QE0895'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE0895'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0492 ***********************************************************************
 RD0492  DESIGNATION -  32
 RD0492  PID         -  RD0492
 RD0492  STATE/COUNTY-  OR/MULTNOMAH
 RD0492  USGS QUAD   -  PORTLAND (1990)
 RD0492
 RD0492                         *CURRENT SURVEY CONTROL
 RD0492  ___________________________________________________________________
 RD0492* NAD 83(1986)-  45 33 16.     (N)    122 43 17.     (W)     SCALED    
 RD0492* NAVD 88     -        11.039  (meters)      36.22   (feet)  POSTED    
 RD0492  ___________________________________________________________________
 RD0492  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 RD0492  DYNAMIC HT  -          11.040 (meters)      36.22  (feet)  COMP
 RD0492  MODELED GRAV-     980,610.8   (mgal)                       NAVD 88
 RD0492
 RD0492  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 RD0492
 RD0492.The horizontal coordinates were scaled from a topographic map and have
 RD0492.an estimated accuracy of +/- 6 seconds.
 RD0492
 RD0492.The orthometric height was determined by differential leveling
 RD0492.and adjusted by the  in 1992.
 RD0492.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 RD0492.rate of 0.0 thru 1.0 mm/km.
 RD0492
 RD0492.The geoid height was determined by GEOID03.
 RD0492
 RD0492.The dynamic height is computed by dividing the NAVD 88
 RD0492.geopotential number by the normal gravity value computed on the
 RD0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0492.degrees latitude (g = 980.6199 gals.).
 RD0492
 RD0492.The modeled gravity was interpolated from observed gravity values.
 RD0492
 RD0492;                    North         East    Units  Estimated Accuracy
 RD0492;SPC OR N     -   212,160.    2,326,580.      MT  (+/- 180 meters Scaled)
 RD0492
 RD0492                          SUPERSEDED SURVEY CONTROL
 RD0492
 RD0492  NGVD 29 (??/??/92)    9.988  (m)           32.77   (f) ADJ UNCH    1 2
 RD0492
 RD0492.Superseded values are not recommended for survey control.
 RD0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0492.See file dsdata.txt to determine how the superseded data were derived.
 RD0492
 RD0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER217445(NAD 83)
 RD0492_MARKER: Z = SEE DESCRIPTION
 RD0492_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RD0492_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RD0492_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0492
 RD0492  HISTORY     - Date     Condition        Report By
 RD0492  HISTORY     - UNK      MONUMENTED
 RD0492  HISTORY     - 1941     GOOD             NGS
 RD0492  HISTORY     - 1987     MARK NOT FOUND   NGS
 RD0492  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 RD0492  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 RD0492
 RD0492                          STATION DESCRIPTION
 RD0492
 RD0492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 RD0492'IN PORTLAND.
 RD0492'ALONG NORTHWEST FRONT AVE., 1.05 MILES NORTHWEST OF OCEANIC TERMINALS,
 RD0492'CENTER OF INTERSECTION OF AVE. AND STREET NORTH TO TEXACO DOCK, 1 FOOT
 RD0492'BELOW ROADWAY, UNDER IRON COVER WITH LETTERS MC.
 RD0492
 RD0492                          STATION RECOVERY (1987)
 RD0492
 RD0492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD0492'NOT RECOVERED.
 RD0492
 RD0492                          STATION RECOVERY (1989)
 RD0492
 RD0492'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RD0492'MARK NOT FOUND.
 RD0492
 RD0492                          STATION RECOVERY (1989)
 RD0492
 RD0492'RECOVERY NOTE BY US POWER SQUADRON 1989 (FV)
 RD0492'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0195 ***********************************************************************
 QE0195  DESIGNATION -  32
 QE0195  PID         -  QE0195
 QE0195  STATE/COUNTY-  OR/LINN
 QE0195  USGS QUAD   -  ECHO MOUNTAIN (1994)
 QE0195
 QE0195                         *CURRENT SURVEY CONTROL
 QE0195  ___________________________________________________________________
 QE0195* NAD 83(1986)-  44 23 46.     (N)    122 07 21.     (W)     SCALED    
 QE0195* NAVD 88     -      1212.452  (meters)    3977.85   (feet)  POSTED    
 QE0195  ___________________________________________________________________
 QE0195  GEOID HEIGHT-         -21.76  (meters)                     GEOID03
 QE0195  DYNAMIC HT  -        1212.010 (meters)    3976.40  (feet)  COMP
 QE0195  MODELED GRAV-     980,207.3   (mgal)                       NAVD 88
 QE0195
 QE0195  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 QE0195
 QE0195.The horizontal coordinates were scaled from a topographic map and have
 QE0195.an estimated accuracy of +/- 6 seconds.
 QE0195
 QE0195.The orthometric height was determined by differential leveling
 QE0195.and adjusted by the  in 1992.
 QE0195.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 QE0195.rate of 1.1 thru 2.0 mm/km.
 QE0195
 QE0195.The geoid height was determined by GEOID03.
 QE0195
 QE0195.The dynamic height is computed by dividing the NAVD 88
 QE0195.geopotential number by the normal gravity value computed on the
 QE0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0195.degrees latitude (g = 980.6199 gals.).
 QE0195
 QE0195.The modeled gravity was interpolated from observed gravity values.
 QE0195
 QE0195;                    North         East    Units  Estimated Accuracy
 QE0195;SPC OR N     -    82,360.    2,370,750.      MT  (+/- 180 meters Scaled)
 QE0195
 QE0195                          SUPERSEDED SURVEY CONTROL
 QE0195
 QE0195  NGVD 29 (??/??/92) 1211.259  (m)         3973.94   (f) ADJ UNCH    1 2
 QE0195
 QE0195.Superseded values are not recommended for survey control.
 QE0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0195.See file dsdata.txt to determine how the superseded data were derived.
 QE0195
 QE0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ698162(NAD 83)
 QE0195_MARKER: DD = SURVEY DISK
 QE0195_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QE0195_SP_SET: CULVERT
 QE0195_STAMPING: 3974 32 1936
 QE0195_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0195
 QE0195  HISTORY     - Date     Condition        Report By
 QE0195  HISTORY     - 1936     MONUMENTED       BPR
 QE0195  HISTORY     - 1963     GOOD             NGS
 QE0195
 QE0195                          STATION DESCRIPTION
 QE0195
 QE0195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 QE0195'10.5 MI W FROM SANTIAM JUNCTION.
 QE0195'10.5 MILES WEST ALONG U.S. HIGHWAY 20 FROM THE MOBIL SERVICE STATION
 QE0195'AND STORE AT SANTIAM JUNCTION, 0.3 MILE WEST OF MILE POST NO. 65, 50
 QE0195'FEET WEST OF THE SIGN, PEAK TRAIL, 22 FEET NORTH OF THE CENTER OF THE
 QE0195'HIGHWAY AND 3 FEET ABOVE THE LEVEL OF THE HIGHWAY IN THE TOP OF THE
 QE0195'NORTH HEAD WALL OF THE CULVERT OVER HACKLEMAN CREEK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0273 ***********************************************************************
 PB0273  DESIGNATION -  32
 PB0273  PID         -  PB0273
 PB0273  STATE/COUNTY-  OR/LAKE
 PB0273  USGS QUAD   -  BIG HOLE (1982)
 PB0273
 PB0273                         *CURRENT SURVEY CONTROL
 PB0273  ___________________________________________________________________
 PB0273* NAD 83(1986)-  43 26 08.     (N)    121 18 52.     (W)     SCALED    
 PB0273* NAVD 88     -      1437.221  (meters)    4715.28   (feet)  ADJUSTED  
 PB0273  ___________________________________________________________________
 PB0273  GEOID HEIGHT-         -20.84  (meters)                     GEOID03
 PB0273  DYNAMIC HT  -        1436.454 (meters)    4712.77  (feet)  COMP
 PB0273  MODELED GRAV-     980,035.8   (mgal)                       NAVD 88
 PB0273
 PB0273  VERT ORDER  -  SECOND    CLASS 0
 PB0273
 PB0273.The horizontal coordinates were scaled from a topographic map and have
 PB0273.an estimated accuracy of +/- 6 seconds.
 PB0273
 PB0273.The orthometric height was determined by differential leveling
 PB0273.and adjusted in June 1991.
 PB0273
 PB0273.The geoid height was determined by GEOID03.
 PB0273
 PB0273.The dynamic height is computed by dividing the NAVD 88
 PB0273.geopotential number by the normal gravity value computed on the
 PB0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0273.degrees latitude (g = 980.6199 gals.).
 PB0273
 PB0273.The modeled gravity was interpolated from observed gravity values.
 PB0273
 PB0273;                    North         East    Units  Estimated Accuracy
 PB0273;SPC OR S     -   196,810.    1,434,070.      MT  (+/- 180 meters Scaled)
 PB0273
 PB0273                          SUPERSEDED SURVEY CONTROL
 PB0273
 PB0273  NGVD 29 (??/??/92) 1435.946  (m)         4711.10   (f) ADJ UNCH    2 0
 PB0273
 PB0273.Superseded values are not recommended for survey control.
 PB0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0273.See file dsdata.txt to determine how the superseded data were derived.
 PB0273
 PB0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP364105(NAD 83)
 PB0273_MARKER: DD = SURVEY DISK
 PB0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0273_STAMPING: 4711 32 1929
 PB0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0273+STABILITY: SURFACE MOTION
 PB0273
 PB0273  HISTORY     - Date     Condition        Report By
 PB0273  HISTORY     - 1929     MONUMENTED       BPR
 PB0273  HISTORY     - 1931     GOOD             NGS
 PB0273  HISTORY     - 19860916 GOOD             USPSQD
 PB0273
 PB0273                          STATION DESCRIPTION
 PB0273
 PB0273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 PB0273'21.4 MI SE FROM LAPINE.
 PB0273'IN LAKE COUNTY, ABOUT 21.4 MILES SOUTHEAST ALONG THE FREMONT HIGHWAY
 PB0273'(OREGON 31) FROM LAPINE, DESCHUTES COUNTY, AT THE TOP OF A HILL, AT
 PB0273'THE WEST END OF A CURVE, AND 36 FEET NORTH OF THE CENTER LINE OF THE
 PB0273'HIGHWAY.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK,
 PB0273'STAMPED 4711 32 1929 AND SET IN THE TOP OF A CONCRETE POST.
 PB0273
 PB0273                          STATION RECOVERY (1986)
 PB0273
 PB0273'RECOVERY NOTE BY US POWER SQUADRON 1986 (RCC)
 PB0273'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0082 ***********************************************************************
 NZ0082  DESIGNATION -  32
 NZ0082  PID         -  NZ0082
 NZ0082  STATE/COUNTY-  OR/KLAMATH
 NZ0082  USGS QUAD   -  LAKE OF THE WOODS SO (1985)
 NZ0082
 NZ0082                         *CURRENT SURVEY CONTROL
 NZ0082  ___________________________________________________________________
 NZ0082* NAD 83(1986)-  42 22 23.     (N)    122 12 06.     (W)     SCALED    
 NZ0082* NAVD 88     -      1515.07   (+/-2cm)    4970.7    (feet)  VERTCON   
 NZ0082  ___________________________________________________________________
 NZ0082  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 NZ0082  VERT ORDER  -  ? (See Below)
 NZ0082
 NZ0082.The horizontal coordinates were scaled from a topographic map and have
 NZ0082.an estimated accuracy of +/- 6 seconds.
 NZ0082
 NZ0082.The NAVD 88 height was computed by applying the VERTCON shift value to
 NZ0082.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NZ0082.The vertical order pertains to the NGVD 29 superseded value.
 NZ0082
 NZ0082.The geoid height was determined by GEOID03.
 NZ0082
 NZ0082;                    North         East    Units  Estimated Accuracy
 NZ0082;SPC OR S     -    79,890.    1,359,850.      MT  (+/- 180 meters Scaled)
 NZ0082
 NZ0082                          SUPERSEDED SURVEY CONTROL
 NZ0082
 NZ0082  NGVD 29 (??/??/92) 1513.855  (m)         4966.71   (f) ADJ UNCH    ?  
 NZ0082
 NZ0082.Superseded values are not recommended for survey control.
 NZ0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0082.See file dsdata.txt to determine how the superseded data were derived.
 NZ0082
 NZ0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM657915(NAD 83)
 NZ0082_MARKER: N = NAIL
 NZ0082_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NZ0082_SP_SET: PINE TREE
 NZ0082_STAMPING: 4965 32
 NZ0082_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0082
 NZ0082  HISTORY     - Date     Condition        Report By
 NZ0082  HISTORY     - UNK      MONUMENTED       USGS
 NZ0082  HISTORY     - 1908     GOOD             USGS
 NZ0082  HISTORY     - 1934     GOOD             NGS
 NZ0082
 NZ0082                          STATION DESCRIPTION
 NZ0082
 NZ0082'DESCRIBED BY US GEOLOGICAL SURVEY 1908
 NZ0082'IN LAKE OF THE WOODS.
 NZ0082'AT LAKE OF THE WOODS, KLAMATH COUNTY, 0.5 MILE SOUTH ALONG DEAD INDIAN
 NZ0082'ROAD FROM THE T-JUNCTION OF A ROAD LEADING TO THE RESORT, 0.1 MILE
 NZ0082'SOUTH OF A Y-INTERSECTION, 75 FEET NORTH OF THE JUNCTION OF THE OLD
 NZ0082'AND NEW ROADS, AT THE EAST EDGE OF THE ROAD, IN THE BASE OF A 36-INCH
 NZ0082'LODGEPOLE PINE TREE MARKED WITH A TRIANGULAR BLAZE ON THE SOUTHWEST
 NZ0082'FACE AND AN ALUMINUM TAG STAMPED 4965 32, AND ON A ROOT ON THE
 NZ0082'NORTHWEST SIDE.  A NAIL IN A PYRAMID.
 NZ0082
 NZ0082                          STATION RECOVERY (1934)
 NZ0082
 NZ0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 NZ0082'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3691 ***********************************************************************
 RD3691  DESIGNATION -  32
 RD3691  PID         -  RD3691
 RD3691  STATE/COUNTY-  OR/MULTNOMAH
 RD3691  USGS QUAD   -  LINNTON (1990)
 RD3691
 RD3691                         *CURRENT SURVEY CONTROL
 RD3691  ___________________________________________________________________
 RD3691* NAD 83(1991)-  45 35 07.34248(N)    122 46 07.67613(W)     ADJUSTED  
 RD3691* NAVD 88     -        12.     (meters)      39.     (feet)  SCALED    
 RD3691  ___________________________________________________________________
 RD3691  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 RD3691  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 RD3691  HORZ ORDER  -  THIRD
 RD3691
 RD3691.The horizontal coordinates were established by classical geodetic methods
 RD3691.and adjusted by the National Geodetic Survey in October 1991.
 RD3691
 RD3691.The orthometric height was scaled from a topographic map.
 RD3691
 RD3691.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3691
 RD3691.The geoid height was determined by GEOID03.
 RD3691
 RD3691;                    North         East     Units Scale Factor Converg.
 RD3691;SPC OR N     -   215,697.804 2,322,980.510   MT  0.99992100   -1 36 32.4
 RD3691;SPC OR N     -   707,669.96  7,621,327.13   iFT  0.99992100   -1 36 32.4
 RD3691;SPC WA S     -    30,561.257   322,956.087   MT  1.00006541   -1 38 53.0
 RD3691;SPC WA S     -   100,266.39  1,059,565.10   sFT  1.00006541   -1 38 53.0
 RD3691;UTM  10      - 5,048,007.250   518,035.681   MT  0.99960400   +0 09 54.5
 RD3691
 RD3691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3691!SPC OR N     -   1.00000169  x   0.99992100  =   0.99992269
 RD3691!SPC WA S     -   1.00000169  x   1.00006541  =   1.00006710
 RD3691!UTM  10      -   1.00000169  x   0.99960400  =   0.99960569
 RD3691
 RD3691:                Primary Azimuth Mark                     Grid Az
 RD3691:SPC OR N     -  30                                       322 59 46.6
 RD3691:SPC WA S     -  30                                       323 02 07.2
 RD3691:UTM  10      -  30                                       321 13 19.7
 RD3691
 RD3691|---------------------------------------------------------------------|
 RD3691| PID    Reference Object                     Distance      Geod. Az  |
 RD3691|                                                           dddmmss.s |
 RD3691| RD3711 30                                  493.690 METERS 3212314.2 |
 RD3691|---------------------------------------------------------------------|
 RD3691
 RD3691                          SUPERSEDED SURVEY CONTROL
 RD3691
 RD3691  NAD 83(1986)-  45 35 07.36192(N)    122 46 07.67890(W) AD(       ) 3
 RD3691  NAD 27      -  45 35 07.93800(N)    122 46 03.31700(W) AD(       ) 3
 RD3691
 RD3691.Superseded values are not recommended for survey control.
 RD3691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3691.See file dsdata.txt to determine how the superseded data were derived.
 RD3691
 RD3691_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1803648007(NAD 83)
 RD3691
 RD3691  HISTORY     - Date     Condition        Report By
 RD3691  HISTORY     - 1899     MONUMENTED       USE
 RD3691  HISTORY     - 1960     SEE DESCRIPTION  CGS
 RD3691  HISTORY     - 19941031 MARK NOT FOUND   USPSQD
 RD3691
 RD3691                          STATION DESCRIPTION
 RD3691
 RD3691'DESCRIBED BY US ENGINEERS 1899
 RD3691'THIS STATION IS MARKED BY A PIPE AND IS A HARBOR LINE MONUMENT.
 RD3691
 RD3691                          STATION RECOVERY (1960)
 RD3691
 RD3691'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ANS)
 RD3691'STATION LOST.  THE ORIGINAL DESCRIPTION WAS INADEQUATE
 RD3691'FOR RECOVERY.  POSITION WAS PLOTTED ON 1--9600 PLANIMETRIC
 RD3691'MAP AND AREA EXAMINED.  IT FELL ON EDGE OF LARGE JUNK
 RD3691'METAL YARD.  THE AREA HAD BEEN EXTENSIVELY DISTURBED BY
 RD3691'MOVEMENTS OF EARTH, AND BY CONSTRUCTION AND SUBSEQUENT
 RD3691'DESTRUCTION OF DOCKS AND RAMPS.
 RD3691
 RD3691                          STATION RECOVERY (1994)
 RD3691
 RD3691'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD3691'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0603 ***********************************************************************
 QC0603  DESIGNATION -  32 102
 QC0603  PID         -  QC0603
 QC0603  STATE/COUNTY-  OR/WHEELER
 QC0603  USGS QUAD   -  WHITETAIL BUTTE (1995)
 QC0603
 QC0603                         *CURRENT SURVEY CONTROL
 QC0603  ___________________________________________________________________
 QC0603* NAD 83(1986)-  44 55 34.     (N)    119 41 53.     (W)     SCALED    
 QC0603* NAVD 88     -      1039.864  (meters)    3411.62   (feet)  ADJUSTED  
 QC0603  ___________________________________________________________________
 QC0603  GEOID HEIGHT-         -19.55  (meters)                     GEOID03
 QC0603  DYNAMIC HT  -        1039.573 (meters)    3410.67  (feet)  COMP
 QC0603  MODELED GRAV-     980,300.8   (mgal)                       NAVD 88
 QC0603
 QC0603  VERT ORDER  -  SECOND    CLASS 0
 QC0603
 QC0603.The horizontal coordinates were scaled from a topographic map and have
 QC0603.an estimated accuracy of +/- 6 seconds.
 QC0603
 QC0603.The orthometric height was determined by differential leveling
 QC0603.and adjusted in June 1991.
 QC0603
 QC0603.The geoid height was determined by GEOID03.
 QC0603
 QC0603.The dynamic height is computed by dividing the NAVD 88
 QC0603.geopotential number by the normal gravity value computed on the
 QC0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0603.degrees latitude (g = 980.6199 gals.).
 QC0603
 QC0603.The modeled gravity was interpolated from observed gravity values.
 QC0603
 QC0603;                    North         East    Units  Estimated Accuracy
 QC0603;SPC OR N     -   140,270.    2,563,310.      MT  (+/- 180 meters Scaled)
 QC0603
 QC0603                          SUPERSEDED SURVEY CONTROL
 QC0603
 QC0603  NGVD 29 (??/??/92) 1038.710  (m)         3407.83   (f) ADJ UNCH    2 0
 QC0603
 QC0603.Superseded values are not recommended for survey control.
 QC0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0603.See file dsdata.txt to determine how the superseded data were derived.
 QC0603
 QC0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKK870782(NAD 83)
 QC0603_MARKER: DD = SURVEY DISK
 QC0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QC0603_STAMPING: 3407 32 102 1932
 QC0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0603+STABILITY: SURFACE MOTION
 QC0603
 QC0603  HISTORY     - Date     Condition        Report By
 QC0603  HISTORY     - 1932     MONUMENTED       BPR
 QC0603  HISTORY     - 1962     GOOD             NGS
 QC0603
 QC0603                          STATION DESCRIPTION
 QC0603
 QC0603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 QC0603'11.6 MI N FROM SPRAY.
 QC0603'REACHED FROM THE POST OFFICE AT SPRAY GO EAST AND NORTH ON STATE
 QC0603'HIGHWAY 207 FOR ABOUT 11.6 MILES, AT THE SOUTH END OF A LONG TANGENT,
 QC0603'ABOUT 120 FEET SOUTH OF A METAL TUBE CULVERT UNDER THE HIGHWAY, ABOUT
 QC0603'40 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 10 FEET HIGHER
 QC0603'THAN THE HIGHWAY, AND 1 FOOT SOUTH OF A WOODEN WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0604 ***********************************************************************
 QC0604  DESIGNATION -  32 103
 QC0604  PID         -  QC0604
 QC0604  STATE/COUNTY-  OR/WHEELER
 QC0604  USGS QUAD   -  WHITETAIL BUTTE (1995)
 QC0604
 QC0604                         *CURRENT SURVEY CONTROL
 QC0604  ___________________________________________________________________
 QC0604* NAD 83(1986)-  44 55 14.     (N)    119 41 55.     (W)     SCALED    
 QC0604* NAVD 88     -       970.063  (meters)    3182.61   (feet)  ADJUSTED  
 QC0604  ___________________________________________________________________
 QC0604  GEOID HEIGHT-         -19.56  (meters)                     GEOID03
 QC0604  DYNAMIC HT  -         969.793 (meters)    3181.73  (feet)  COMP
 QC0604  MODELED GRAV-     980,305.7   (mgal)                       NAVD 88
 QC0604
 QC0604  VERT ORDER  -  SECOND    CLASS 0
 QC0604
 QC0604.The horizontal coordinates were scaled from a topographic map and have
 QC0604.an estimated accuracy of +/- 6 seconds.
 QC0604
 QC0604.The orthometric height was determined by differential leveling
 QC0604.and adjusted in June 1991.
 QC0604
 QC0604.The geoid height was determined by GEOID03.
 QC0604
 QC0604.The dynamic height is computed by dividing the NAVD 88
 QC0604.geopotential number by the normal gravity value computed on the
 QC0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0604.degrees latitude (g = 980.6199 gals.).
 QC0604
 QC0604.The modeled gravity was interpolated from observed gravity values.
 QC0604
 QC0604;                    North         East    Units  Estimated Accuracy
 QC0604;SPC OR N     -   139,650.    2,563,270.      MT  (+/- 180 meters Scaled)
 QC0604
 QC0604                          SUPERSEDED SURVEY CONTROL
 QC0604
 QC0604  NGVD 29 (??/??/92)  968.910  (m)         3178.83   (f) ADJ UNCH    2 0
 QC0604
 QC0604.Superseded values are not recommended for survey control.
 QC0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0604.See file dsdata.txt to determine how the superseded data were derived.
 QC0604
 QC0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKK870776(NAD 83)
 QC0604_MARKER: DD = SURVEY DISK
 QC0604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0604_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QC0604_STAMPING: 3178 32 103 1932
 QC0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0604+STABILITY: SURFACE MOTION
 QC0604
 QC0604  HISTORY     - Date     Condition        Report By
 QC0604  HISTORY     - 1932     MONUMENTED       BPR
 QC0604  HISTORY     - 1962     GOOD             NGS
 QC0604
 QC0604                          STATION DESCRIPTION
 QC0604
 QC0604'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 QC0604'10.9 MI N FROM SPRAY.
 QC0604'REACHED FROM THE POST OFFICE AT SPRAY GO EAST AND NORTH ON STATE
 QC0604'HIGHWAY 207 FOR ABOUT 10.9 MILES TO A CROSS ROAD WHERE ONE ROAD ON THE
 QC0604'RIGHT GOES UP GRADE AND THE ROAD ON THE LEFT GOES DOWN GRADE, ABOUT 40
 QC0604'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 10 FEET LOWER
 QC0604'THAN THE HIGHWAY, ABOUT 35 FEET NORTHWEST OF THE SIDE ROAD THAT IS
 QC0604'GOING DOWN GRADE, AND ABOUT 1 FOOT SOUTH OF A WOODEN WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0605 ***********************************************************************
 QC0605  DESIGNATION -  32 111
 QC0605  PID         -  QC0605
 QC0605  STATE/COUNTY-  OR/WHEELER
 QC0605  USGS QUAD   -  WHITETAIL BUTTE (1995)
 QC0605
 QC0605                         *CURRENT SURVEY CONTROL
 QC0605  ___________________________________________________________________
 QC0605* NAD 83(1986)-  44 54 20.     (N)    119 42 26.     (W)     SCALED    
 QC0605* NAVD 88     -       922.80   (+/-2cm)    3027.6    (feet)  VERTCON   
 QC0605  ___________________________________________________________________
 QC0605  GEOID HEIGHT-         -19.61  (meters)                     GEOID03
 QC0605  VERT ORDER  -  ? (See Below)
 QC0605
 QC0605.The horizontal coordinates were scaled from a topographic map and have
 QC0605.an estimated accuracy of +/- 6 seconds.
 QC0605
 QC0605.The NAVD 88 height was computed by applying the VERTCON shift value to
 QC0605.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QC0605.The vertical order pertains to the NGVD 29 superseded value.
 QC0605
 QC0605.The geoid height was determined by GEOID03.
 QC0605
 QC0605;                    North         East    Units  Estimated Accuracy
 QC0605;SPC OR N     -   137,970.    2,562,600.      MT  (+/- 180 meters Scaled)
 QC0605
 QC0605                          SUPERSEDED SURVEY CONTROL
 QC0605
 QC0605  NGVD 29 (??/??/92)  921.658  (m)         3023.81   (f) ADJ UNCH    ?  
 QC0605
 QC0605.Superseded values are not recommended for survey control.
 QC0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0605.See file dsdata.txt to determine how the superseded data were derived.
 QC0605
 QC0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKK862760(NAD 83)
 QC0605_MARKER: DD = SURVEY DISK
 QC0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QC0605_STAMPING: 3024 32 111 1932
 QC0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0605+STABILITY: SURFACE MOTION
 QC0605
 QC0605  HISTORY     - Date     Condition        Report By
 QC0605  HISTORY     - 1932     MONUMENTED       BPR
 QC0605  HISTORY     - 1942     GOOD             ORDT
 QC0605
 QC0605                          STATION DESCRIPTION
 QC0605
 QC0605'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1942
 QC0605'9.7 MI N FROM SPRAY.
 QC0605'ABOUT 9.7 MILES NORTH OF SPRAY ON HEPPNER-SPRAY HIGHWAY, NORTHWEST END
 QC0605'OF .25-MILE TANGENT, 100 FEET SOUTHEAST OF ROAD WEST TO DIXON GUARD
 QC0605'STATION, 40 FEET SOUTHWEST OF SURVEY STATION 1047+60 AND ABOUT 3 FEET
 QC0605'BELOW GRADE.  DISK STAMPED 3024 32 111 1932 IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0591 ***********************************************************************
 QC0591  DESIGNATION -  32 64
 QC0591  PID         -  QC0591
 QC0591  STATE/COUNTY-  OR/WHEELER
 QC0591  USGS QUAD   -  WHITETAIL BUTTE (1995)
 QC0591
 QC0591                         *CURRENT SURVEY CONTROL
 QC0591  ___________________________________________________________________
 QC0591* NAD 83(1986)-  44 59 12.     (N)    119 42 37.     (W)     SCALED    
 QC0591* NAVD 88     -      1377.112  (meters)    4518.07   (feet)  ADJUSTED  
 QC0591  ___________________________________________________________________
 QC0591  GEOID HEIGHT-         -19.54  (meters)                     GEOID03
 QC0591  DYNAMIC HT  -        1376.685 (meters)    4516.67  (feet)  COMP
 QC0591  MODELED GRAV-     980,257.7   (mgal)                       NAVD 88
 QC0591
 QC0591  VERT ORDER  -  SECOND    CLASS 0
 QC0591
 QC0591.The horizontal coordinates were scaled from a topographic map and have
 QC0591.an estimated accuracy of +/- 6 seconds.
 QC0591
 QC0591.The orthometric height was determined by differential leveling
 QC0591.and adjusted in June 1991.
 QC0591
 QC0591.The geoid height was determined by GEOID03.
 QC0591
 QC0591.The dynamic height is computed by dividing the NAVD 88
 QC0591.geopotential number by the normal gravity value computed on the
 QC0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0591.degrees latitude (g = 980.6199 gals.).
 QC0591
 QC0591.The modeled gravity was interpolated from observed gravity values.
 QC0591
 QC0591;                    North         East    Units  Estimated Accuracy
 QC0591;SPC OR N     -   146,980.    2,562,270.      MT  (+/- 180 meters Scaled)
 QC0591
 QC0591                          SUPERSEDED SURVEY CONTROL
 QC0591
 QC0591  NGVD 29 (??/??/92) 1375.926  (m)         4514.18   (f) ADJ UNCH    2 0
 QC0591
 QC0591.Superseded values are not recommended for survey control.
 QC0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0591.See file dsdata.txt to determine how the superseded data were derived.
 QC0591
 QC0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKK863850(NAD 83)
 QC0591_MARKER: DD = SURVEY DISK
 QC0591_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QC0591_SP_SET: TANGENT
 QC0591_STAMPING: 32-64 1931 4514
 QC0591_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QC0591
 QC0591  HISTORY     - Date     Condition        Report By
 QC0591  HISTORY     - 1931     MONUMENTED       BPR
 QC0591  HISTORY     - 1934     GOOD             NGS
 QC0591
 QC0591                          STATION DESCRIPTION
 QC0591
 QC0591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QC0591'17.0 MI S FROM HARDMAN.
 QC0591'17.0 MI. S. ALONG HEPPNER-SPRAY HWY. FROM POST OFFICE.  ALONG THE
 QC0591'HEPPNER-SPRAY HIGHWAY, 1.7 MILES SOUTH OF MORROW-WHEELER COUNTY LINE,
 QC0591'AT NORTH END OF SHORT TANGENT, 30 FEET NORTH OF CENTER LINE OF
 QC0591'HIGHWAY, AND ABOUT 6 FEET ABOVE HIGHWAY GRADE, AT HIGHWAY STATIONING
 QC0591'592 PLUS 00.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0593 ***********************************************************************
 QC0593  DESIGNATION -  32 67
 QC0593  PID         -  QC0593
 QC0593  STATE/COUNTY-  OR/WHEELER
 QC0593  USGS QUAD   -  WHITETAIL BUTTE (1995)
 QC0593
 QC0593                         *CURRENT SURVEY CONTROL
 QC0593  ___________________________________________________________________
 QC0593* NAD 83(1986)-  44 58 39.     (N)    119 43 17.     (W)     SCALED    
 QC0593* NAVD 88     -      1405.271  (meters)    4610.46   (feet)  ADJUSTED  
 QC0593  ___________________________________________________________________
 QC0593  GEOID HEIGHT-         -19.55  (meters)                     GEOID03
 QC0593  DYNAMIC HT  -        1404.849 (meters)    4609.08  (feet)  COMP
 QC0593  MODELED GRAV-     980,265.8   (mgal)                       NAVD 88
 QC0593
 QC0593  VERT ORDER  -  SECOND    CLASS 0
 QC0593
 QC0593.The horizontal coordinates were scaled from a topographic map and have
 QC0593.an estimated accuracy of +/- 6 seconds.
 QC0593
 QC0593.The orthometric height was determined by differential leveling
 QC0593.and adjusted in June 1991.
 QC0593
 QC0593.The geoid height was determined by GEOID03.
 QC0593
 QC0593.The dynamic height is computed by dividing the NAVD 88
 QC0593.geopotential number by the normal gravity value computed on the
 QC0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0593.degrees latitude (g = 980.6199 gals.).
 QC0593
 QC0593.The modeled gravity was interpolated from observed gravity values.
 QC0593
 QC0593;                    North         East    Units  Estimated Accuracy
 QC0593;SPC OR N     -   145,960.    2,561,410.      MT  (+/- 180 meters Scaled)
 QC0593
 QC0593                          SUPERSEDED SURVEY CONTROL
 QC0593
 QC0593  NGVD 29 (??/??/92) 1404.100  (m)         4606.62   (f) ADJ UNCH    2 0
 QC0593
 QC0593.Superseded values are not recommended for survey control.
 QC0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0593.See file dsdata.txt to determine how the superseded data were derived.
 QC0593
 QC0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKK854840(NAD 83)
 QC0593_MARKER: DD = SURVEY DISK
 QC0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QC0593_STAMPING: 4606 32 67 1931
 QC0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0593+STABILITY: SURFACE MOTION
 QC0593
 QC0593  HISTORY     - Date     Condition        Report By
 QC0593  HISTORY     - 1931     MONUMENTED       BPR
 QC0593  HISTORY     - 1962     GOOD             NGS
 QC0593
 QC0593                          STATION DESCRIPTION
 QC0593
 QC0593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 QC0593'17.9 MI S FROM HARDMAN.
 QC0593'REACHED FROM THE POST OFFICE AT HARDMAN, GO SOUTH ON STATE HIGHWAY 207
 QC0593'FOR ABOUT 17.9 MILES, (THIS IS 1.7 MILES SOUTH OF THE WHEELER-MORROW
 QC0593'COUNTY LINE AT PORTER CREEK,) NEAR THE SUMMIT OF A HILL, 30 FEET SOUTH
 QC0593'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY. A
 QC0593'BRONZE DISK SET IN THE TOP OF A CONCRETE POST THAT IS PROJECTING ABOUT
 QC0593'0.5 FOOT ABOVE THE SURFACE OF THE GROUND, AND IS 1 FOOT SOUTH OF A
 QC0593'WOODEN WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0594 ***********************************************************************
 QC0594  DESIGNATION -  32 68
 QC0594  PID         -  QC0594
 QC0594  STATE/COUNTY-  OR/WHEELER
 QC0594  USGS QUAD   -  WHITETAIL BUTTE (1995)
 QC0594
 QC0594                         *CURRENT SURVEY CONTROL
 QC0594  ___________________________________________________________________
 QC0594* NAD 83(1986)-  44 58 38.     (N)    119 43 15.     (W)     SCALED    
 QC0594* NAVD 88     -      1405.27   (+/-2cm)    4610.5    (feet)  VERTCON   
 QC0594  ___________________________________________________________________
 QC0594  GEOID HEIGHT-         -19.55  (meters)                     GEOID03
 QC0594  VERT ORDER  -  ? (See Below)
 QC0594
 QC0594.The horizontal coordinates were scaled from a topographic map and have
 QC0594.an estimated accuracy of +/- 6 seconds.
 QC0594
 QC0594.The NAVD 88 height was computed by applying the VERTCON shift value to
 QC0594.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QC0594.The vertical order pertains to the NGVD 29 superseded value.
 QC0594
 QC0594.The geoid height was determined by GEOID03.
 QC0594
 QC0594;                    North         East    Units  Estimated Accuracy
 QC0594;SPC OR N     -   145,930.    2,561,450.      MT  (+/- 180 meters Scaled)
 QC0594
 QC0594                          SUPERSEDED SURVEY CONTROL
 QC0594
 QC0594  NGVD 29 (??/??/92) 1404.078  (m)         4606.55   (f) ADJ UNCH    ?  
 QC0594
 QC0594.Superseded values are not recommended for survey control.
 QC0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0594.See file dsdata.txt to determine how the superseded data were derived.
 QC0594
 QC0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKK854840(NAD 83)
 QC0594_MARKER: DD = SURVEY DISK
 QC0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0594_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QC0594_STAMPING: 4606 32 68 1931
 QC0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0594+STABILITY: SURFACE MOTION
 QC0594
 QC0594  HISTORY     - Date     Condition        Report By
 QC0594  HISTORY     - 1931     MONUMENTED       BPR
 QC0594  HISTORY     - 1962     GOOD             NGS
 QC0594
 QC0594                          STATION DESCRIPTION
 QC0594
 QC0594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 QC0594'17.9 MI S FROM HARDMAN.
 QC0594'REACHED FROM THE POST OFFICE AT HARDMAN GO SOUTH ON STATE HIGHWAY 207
 QC0594'FOR ABOUT 17.9 MILES, (THIS IS 1.7 MILES SOUTH OF THE WHEELER-MORROW
 QC0594'COUNTY LINE AT PORTER CREEK,) NEAR THE SUMMIT OF A HILL, 30 FEET NORTH
 QC0594'OF THE CENTER LINE OF THE HIGHWAY, AT THE EAST EDGE OF A SMALL
 QC0594'CLEARING, 1 FOOT WEST OF A WITNESS POST, AND ACROSS THE HIGHWAY FROM
 QC0594'BENCH MARK 67 (U.S.B.P.R.).  A BRONZE DISK SET IN THE TOP OF A
 QC0594'CONCRETE POST THAT IS PROJECTING ABOUT 0.7 FOOT ABOVE THE SURFACE OF
 QC0594'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0595 ***********************************************************************
 QC0595  DESIGNATION -  32 69
 QC0595  PID         -  QC0595
 QC0595  STATE/COUNTY-  OR/WHEELER
 QC0595  USGS QUAD   -  WHITETAIL BUTTE (1995)
 QC0595
 QC0595                         *CURRENT SURVEY CONTROL
 QC0595  ___________________________________________________________________
 QC0595* NAD 83(1986)-  44 58 25.     (N)    119 43 29.     (W)     SCALED    
 QC0595* NAVD 88     -      1396.37   (+/-2cm)    4581.3    (feet)  VERTCON   
 QC0595  ___________________________________________________________________
 QC0595  GEOID HEIGHT-         -19.56  (meters)                     GEOID03
 QC0595  VERT ORDER  -  ? (See Below)
 QC0595
 QC0595.The horizontal coordinates were scaled from a topographic map and have
 QC0595.an estimated accuracy of +/- 6 seconds.
 QC0595
 QC0595.The NAVD 88 height was computed by applying the VERTCON shift value to
 QC0595.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QC0595.The vertical order pertains to the NGVD 29 superseded value.
 QC0595
 QC0595.The geoid height was determined by GEOID03.
 QC0595
 QC0595;                    North         East    Units  Estimated Accuracy
 QC0595;SPC OR N     -   145,520.    2,561,150.      MT  (+/- 180 meters Scaled)
 QC0595
 QC0595                          SUPERSEDED SURVEY CONTROL
 QC0595
 QC0595  NGVD 29 (??/??/92) 1395.187  (m)         4577.38   (f) ADJ UNCH    ?  
 QC0595
 QC0595.Superseded values are not recommended for survey control.
 QC0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0595.See file dsdata.txt to determine how the superseded data were derived.
 QC0595
 QC0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKK851836(NAD 83)
 QC0595_MARKER: DD = SURVEY DISK
 QC0595_SETTING: 0 = UNSPECIFIED SETTING
 QC0595_STAMPING: 32 69 1928 4577
 QC0595_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QC0595
 QC0595  HISTORY     - Date     Condition        Report By
 QC0595  HISTORY     - 1928     MONUMENTED       BPR
 QC0595  HISTORY     - 1934     GOOD             NGS
 QC0595
 QC0595                          STATION DESCRIPTION
 QC0595
 QC0595'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QC0595'18.3 MI S FROM HARDMAN.
 QC0595'18.3 MILES SOUTH OF THE POST OFFICE.  ALONG THE HEPPNER-SPRAY HIGHWAY,
 QC0595'2.9 MILES SOUTH OF THE WHEELER-MORROW COUNTY LINE, 15 FEET WEST OF AN
 QC0595'UNGRADED ROAD LEADING WEST TO THE NOTCH, AND 40 FEET EAST OF THE
 QC0595'CENTER LINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0598 ***********************************************************************
 QC0598  DESIGNATION -  32 72
 QC0598  PID         -  QC0598
 QC0598  STATE/COUNTY-  OR/WHEELER
 QC0598  USGS QUAD   -  WHITETAIL BUTTE (1995)
 QC0598
 QC0598                         *CURRENT SURVEY CONTROL
 QC0598  ___________________________________________________________________
 QC0598* NAD 83(1986)-  44 57 56.     (N)    119 43 04.     (W)     SCALED    
 QC0598* NAVD 88     -      1384.12   (+/-2cm)    4541.1    (feet)  VERTCON   
 QC0598  ___________________________________________________________________
 QC0598  GEOID HEIGHT-         -19.55  (meters)                     GEOID03
 QC0598  VERT ORDER  -  ? (See Below)
 QC0598
 QC0598.The horizontal coordinates were scaled from a topographic map and have
 QC0598.an estimated accuracy of +/- 6 seconds.
 QC0598
 QC0598.The NAVD 88 height was computed by applying the VERTCON shift value to
 QC0598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QC0598.The vertical order pertains to the NGVD 29 superseded value.
 QC0598
 QC0598.The geoid height was determined by GEOID03.
 QC0598
 QC0598;                    North         East    Units  Estimated Accuracy
 QC0598;SPC OR N     -   144,630.    2,561,710.      MT  (+/- 180 meters Scaled)
 QC0598
 QC0598                          SUPERSEDED SURVEY CONTROL
 QC0598
 QC0598  NGVD 29 (??/??/92) 1382.944  (m)         4537.21   (f) ADJ UNCH    ?  
 QC0598
 QC0598.Superseded values are not recommended for survey control.
 QC0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0598.See file dsdata.txt to determine how the superseded data were derived.
 QC0598
 QC0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKK856827(NAD 83)
 QC0598_MARKER: DD = SURVEY DISK
 QC0598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0598_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QC0598_STAMPING: 4537 32 72 1928
 QC0598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0598+STABILITY: SURFACE MOTION
 QC0598
 QC0598  HISTORY     - Date     Condition        Report By
 QC0598  HISTORY     - 1928     MONUMENTED       BPR
 QC0598  HISTORY     - 1962     GOOD             NGS
 QC0598
 QC0598                          STATION DESCRIPTION
 QC0598
 QC0598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 QC0598'18.9 MI S FROM HARDMAN.
 QC0598'REACHED FROM THE POST OFFICE AT HARDMAN GO SOUTH ON STATE HIGHWAY 207
 QC0598'FOR ABOUT 18.9 MILES, (THIS IS ABOUT 2.7 MILES SOUTH OF THE
 QC0598'WHEELER-MORROW COUNTY LINE AT PORTER CREEK AND ABOUT 0.9 MILE NORTH OF
 QC0598'THE JUNCTION OF THE ROAD TO THE TUPPER RANGER STATION,) AT THE NORTH
 QC0598'END OF A SHORT TANGENT, ABOUT 40 FEET WEST OF THE CENTER LINE OF THE
 QC0598'HIGHWAY, AND 1 FOOT SOUTH OF A WOODEN WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0601 ***********************************************************************
 QC0601  DESIGNATION -  32 79
 QC0601  PID         -  QC0601
 QC0601  STATE/COUNTY-  OR/WHEELER
 QC0601  USGS QUAD   -  WHITETAIL BUTTE (1995)
 QC0601
 QC0601                         *CURRENT SURVEY CONTROL
 QC0601  ___________________________________________________________________
 QC0601* NAD 83(1986)-  44 57 09.     (N)    119 42 24.     (W)     SCALED    
 QC0601* NAVD 88     -      1303.710  (meters)    4277.26   (feet)  ADJUSTED  
 QC0601  ___________________________________________________________________
 QC0601  GEOID HEIGHT-         -19.54  (meters)                     GEOID03
 QC0601  DYNAMIC HT  -        1303.331 (meters)    4276.01  (feet)  COMP
 QC0601  MODELED GRAV-     980,279.4   (mgal)                       NAVD 88
 QC0601
 QC0601  VERT ORDER  -  SECOND    CLASS 0
 QC0601
 QC0601.The horizontal coordinates were scaled from a topographic map and have
 QC0601.an estimated accuracy of +/- 6 seconds.
 QC0601
 QC0601.The orthometric height was determined by differential leveling
 QC0601.and adjusted in June 1991.
 QC0601
 QC0601.The geoid height was determined by GEOID03.
 QC0601
 QC0601.The dynamic height is computed by dividing the NAVD 88
 QC0601.geopotential number by the normal gravity value computed on the
 QC0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0601.degrees latitude (g = 980.6199 gals.).
 QC0601
 QC0601.The modeled gravity was interpolated from observed gravity values.
 QC0601
 QC0601;                    North         East    Units  Estimated Accuracy
 QC0601;SPC OR N     -   143,190.    2,562,600.      MT  (+/- 180 meters Scaled)
 QC0601
 QC0601                          SUPERSEDED SURVEY CONTROL
 QC0601
 QC0601  NGVD 29 (??/??/92) 1302.553  (m)         4273.46   (f) ADJ UNCH    2 0
 QC0601
 QC0601.Superseded values are not recommended for survey control.
 QC0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0601.See file dsdata.txt to determine how the superseded data were derived.
 QC0601
 QC0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKK864812(NAD 83)
 QC0601_MARKER: DD = SURVEY DISK
 QC0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0601_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QC0601_STAMPING: 4273 32 79 1931
 QC0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0601+STABILITY: SURFACE MOTION
 QC0601
 QC0601  HISTORY     - Date     Condition        Report By
 QC0601  HISTORY     - 1931     MONUMENTED       BPR
 QC0601  HISTORY     - 1962     GOOD             NGS
 QC0601
 QC0601                          STATION DESCRIPTION
 QC0601
 QC0601'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 QC0601'14.6 MI N FROM SPRAY.
 QC0601'REACHED FROM THE POST OFFICE AT SPRAY GO EAST AND NORTH ON STATE
 QC0601'HIGHWAY 207 FOR 14.6 MILES (THIS IS ABOUT 4.4 MILES SOUTH OF THE
 QC0601'WHEELER-MORROW COUNTY LINE AT PORTER CREEK,) 0.15 MILE SOUTH OF THE
 QC0601'ENTRANCE TO FAIRVIEW FOREST CAMP, 30 FEET EAST OF THE CENTER LINE OF
 QC0601'THE HIGHWAY AND ABOUT THE SAME ELEVATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0693 ***********************************************************************
 QC0693  DESIGNATION -  32 85
 QC0693  PID         -  QC0693
 QC0693  STATE/COUNTY-  OR/WHEELER
 QC0693  USGS QUAD   -  WHITETAIL BUTTE (1995)
 QC0693
 QC0693                         *CURRENT SURVEY CONTROL
 QC0693  ___________________________________________________________________
 QC0693* NAD 83(1986)-  44 57 16.     (N)    119 42 48.     (W)     SCALED    
 QC0693* NAVD 88     -      1259.353  (meters)    4131.73   (feet)  ADJUSTED  
 QC0693  ___________________________________________________________________
 QC0693  GEOID HEIGHT-         -19.55  (meters)                     GEOID03
 QC0693  DYNAMIC HT  -        1258.984 (meters)    4130.52  (feet)  COMP
 QC0693  MODELED GRAV-     980,279.1   (mgal)                       NAVD 88
 QC0693
 QC0693  VERT ORDER  -  SECOND    CLASS 0
 QC0693
 QC0693.The horizontal coordinates were scaled from a topographic map and have
 QC0693.an estimated accuracy of +/- 6 seconds.
 QC0693
 QC0693.The orthometric height was determined by differential leveling
 QC0693.and adjusted in June 1991.
 QC0693
 QC0693.The geoid height was determined by GEOID03.
 QC0693
 QC0693.The dynamic height is computed by dividing the NAVD 88
 QC0693.geopotential number by the normal gravity value computed on the
 QC0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0693.degrees latitude (g = 980.6199 gals.).
 QC0693
 QC0693.The modeled gravity was interpolated from observed gravity values.
 QC0693
 QC0693;                    North         East    Units  Estimated Accuracy
 QC0693;SPC OR N     -   143,400.    2,562,070.      MT  (+/- 180 meters Scaled)
 QC0693
 QC0693                          SUPERSEDED SURVEY CONTROL
 QC0693
 QC0693  NGVD 29 (??/??/92) 1258.189  (m)         4127.91   (f) ADJ UNCH    2 0
 QC0693
 QC0693.Superseded values are not recommended for survey control.
 QC0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0693.See file dsdata.txt to determine how the superseded data were derived.
 QC0693
 QC0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKK859814(NAD 83)
 QC0693_MARKER: DD = SURVEY DISK
 QC0693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0693_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QC0693_STAMPING: 4128 32 85 1931
 QC0693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0693+STABILITY: SURFACE MOTION
 QC0693
 QC0693  HISTORY     - Date     Condition        Report By
 QC0693  HISTORY     - 1931     MONUMENTED       BPR
 QC0693  HISTORY     - 1962     MARK NOT FOUND   NGS
 QC0693
 QC0693                          STATION DESCRIPTION
 QC0693
 QC0693'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 QC0693'14.0 MI N FROM SPRAY.
 QC0693'ABOUT 14.0 MILES NORTH ALONG THE HEPPNER-SPRAY HIGHWAY (OREGON 207)
 QC0693'FROM SPRAY, WHEELER COUNTY, ABOUT 5.7 MILES SOUTH OF THE
 QC0693'MORROW-WHEELER COUNTY LINE, AT HIGHWAY STATION 809X00, INSIDE THE
 QC0693'CURVE OF THE SECOND LARGE SWITCH-BACK SOUTH OF THE SUMMIT OF A LONG
 QC0693'HILL, AND 30 FEET NORTHWEST OF THE MIDDLE OF AN 18-INCH
 QC0693'CORRUGATED-IRON PIPE CULVERT.  A UNITED STATED BUREAU OF PUBLIC ROADS
 QC0693'STANDARD DISK, STAMPED 4128 32 85 1931 AND SET IN TOP OF A CONCRETE
 QC0693'POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0694 ***********************************************************************
 QC0694  DESIGNATION -  32 89
 QC0694  PID         -  QC0694
 QC0694  STATE/COUNTY-  OR/WHEELER
 QC0694  USGS QUAD   -  WHITETAIL BUTTE (1995)
 QC0694
 QC0694                         *CURRENT SURVEY CONTROL
 QC0694  ___________________________________________________________________
 QC0694* NAD 83(1986)-  44 56 58.     (N)    119 42 20.     (W)     SCALED    
 QC0694* NAVD 88     -      1215.836  (meters)    3988.96   (feet)  ADJUSTED  
 QC0694  ___________________________________________________________________
 QC0694  GEOID HEIGHT-         -19.54  (meters)                     GEOID03
 QC0694  DYNAMIC HT  -        1215.481 (meters)    3987.79  (feet)  COMP
 QC0694  MODELED GRAV-     980,281.7   (mgal)                       NAVD 88
 QC0694
 QC0694  VERT ORDER  -  SECOND    CLASS 0
 QC0694
 QC0694.The horizontal coordinates were scaled from a topographic map and have
 QC0694.an estimated accuracy of +/- 6 seconds.
 QC0694
 QC0694.The orthometric height was determined by differential leveling
 QC0694.and adjusted in June 1991.
 QC0694
 QC0694.The geoid height was determined by GEOID03.
 QC0694
 QC0694.The dynamic height is computed by dividing the NAVD 88
 QC0694.geopotential number by the normal gravity value computed on the
 QC0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0694.degrees latitude (g = 980.6199 gals.).
 QC0694
 QC0694.The modeled gravity was interpolated from observed gravity values.
 QC0694
 QC0694;                    North         East    Units  Estimated Accuracy
 QC0694;SPC OR N     -   142,850.    2,562,690.      MT  (+/- 180 meters Scaled)
 QC0694
 QC0694                          SUPERSEDED SURVEY CONTROL
 QC0694
 QC0694  NGVD 29 (??/??/92) 1214.674  (m)         3985.14   (f) ADJ UNCH    2 0
 QC0694
 QC0694.Superseded values are not recommended for survey control.
 QC0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0694.See file dsdata.txt to determine how the superseded data were derived.
 QC0694
 QC0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKK865808(NAD 83)
 QC0694_MARKER: DD = SURVEY DISK
 QC0694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0694_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QC0694_STAMPING: 3985 32 89 1931
 QC0694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0694+STABILITY: SURFACE MOTION
 QC0694
 QC0694  HISTORY     - Date     Condition        Report By
 QC0694  HISTORY     - 1931     MONUMENTED       BPR
 QC0694  HISTORY     - 1962     GOOD             NGS
 QC0694
 QC0694                          STATION DESCRIPTION
 QC0694
 QC0694'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 QC0694'13.5 MI N FROM SPRAY.
 QC0694'REACHED FROM THE POST OFFICE AT SPRAY, GO EAST AND NORTH ON STATE
 QC0694'HIGHWAY 207 FOR ABOUT 13.5 MILES, (THIS IS ABOUT 1.1 MILES SOUTH OF
 QC0694'THE ENTRANCE TO THE FAIRVIEW FOREST CAMP,) NEAR THE SOUTH END OF A
 QC0694'1000-FOOT TANGENT, ABOUT 40 FEET EAST OF THE CENTER LINE OF THE
 QC0694'HIGHWAY AND ABOUT 12 FEET HIGHER THAN THE HIGHWAY.  THE DISK IS SET IN
 QC0694'THE TOP OF A CONCRETE POST THAT IS PROJECTING ABOUT 0.6 FOOT ABOVE THE
 QC0694'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0695 ***********************************************************************
 QC0695  DESIGNATION -  32 92
 QC0695  PID         -  QC0695
 QC0695  STATE/COUNTY-  OR/WHEELER
 QC0695  USGS QUAD   -  WHITETAIL BUTTE (1995)
 QC0695
 QC0695                         *CURRENT SURVEY CONTROL
 QC0695  ___________________________________________________________________
 QC0695* NAD 83(1986)-  44 56 41.     (N)    119 42 04.     (W)     SCALED    
 QC0695* NAVD 88     -      1169.381  (meters)    3836.54   (feet)  ADJUSTED  
 QC0695  ___________________________________________________________________
 QC0695  GEOID HEIGHT-         -19.54  (meters)                     GEOID03
 QC0695  DYNAMIC HT  -        1169.040 (meters)    3835.43  (feet)  COMP
 QC0695  MODELED GRAV-     980,284.8   (mgal)                       NAVD 88
 QC0695
 QC0695  VERT ORDER  -  SECOND    CLASS 0
 QC0695
 QC0695.The horizontal coordinates were scaled from a topographic map and have
 QC0695.an estimated accuracy of +/- 6 seconds.
 QC0695
 QC0695.The orthometric height was determined by differential leveling
 QC0695.and adjusted in June 1991.
 QC0695
 QC0695.The geoid height was determined by GEOID03.
 QC0695
 QC0695.The dynamic height is computed by dividing the NAVD 88
 QC0695.geopotential number by the normal gravity value computed on the
 QC0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0695.degrees latitude (g = 980.6199 gals.).
 QC0695
 QC0695.The modeled gravity was interpolated from observed gravity values.
 QC0695
 QC0695;                    North         East    Units  Estimated Accuracy
 QC0695;SPC OR N     -   142,330.    2,563,040.      MT  (+/- 180 meters Scaled)
 QC0695
 QC0695                          SUPERSEDED SURVEY CONTROL
 QC0695
 QC0695  NGVD 29 (??/??/92) 1168.218  (m)         3832.73   (f) ADJ UNCH    2 0
 QC0695
 QC0695.Superseded values are not recommended for survey control.
 QC0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0695.See file dsdata.txt to determine how the superseded data were derived.
 QC0695
 QC0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKK869803(NAD 83)
 QC0695_MARKER: DD = SURVEY DISK
 QC0695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0695_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QC0695_STAMPING: 3832 32 92 1932
 QC0695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0695+STABILITY: SURFACE MOTION
 QC0695
 QC0695  HISTORY     - Date     Condition        Report By
 QC0695  HISTORY     - 1932     MONUMENTED       BPR
 QC0695  HISTORY     - 1962     GOOD             NGS
 QC0695
 QC0695                          STATION DESCRIPTION
 QC0695
 QC0695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 QC0695'13.0 MI N FROM SPRAY.
 QC0695'REACHED FROM THE POST OFFICE AT SPRAY GO EAST AND NORTH ON STATE
 QC0695'HIGHWAY 207 FOR ABOUT 13.0 MILES TO THE NORTH END OF A ROCK CUT THIS
 QC0695'IS THE SECOND CUT FROM THE NORTH, ABOUT 100 FEET SOUTH OF AN IRON
 QC0695'CULVERT THAT IS UNDER THE HIGHWAY, ABOUT 40 FEET EAST OF THE CENTER
 QC0695'LINE OF THE HIGHWAY, ABOUT 10 FEET HIGHER THAN THE HIGHWAY, AND 2 FEET
 QC0695'SOUTH OF A WOODEN WITNESS POST.  DISK IS SET IN TOP OF A CONCRETE POST
 QC0695'AND THE TOP IS PROJECTING ABOUT 0.8 FOOT ABOVE THE SURFACE OF THE
 QC0695'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0830 ***********************************************************************
 RB0830  DESIGNATION -  32 A 32
 RB0830  PID         -  RB0830
 RB0830  STATE/COUNTY-  OR/MORROW
 RB0830  USGS QUAD   -  CHAPIN CREEK (1995)
 RB0830
 RB0830                         *CURRENT SURVEY CONTROL
 RB0830  ___________________________________________________________________
 RB0830* NAD 83(1986)-  45 03 46.     (N)    119 39 37.     (W)     SCALED    
 RB0830* NAVD 88     -      1149.90   (+/-2cm)    3772.6    (feet)  VERTCON   
 RB0830  ___________________________________________________________________
 RB0830  GEOID HEIGHT-         -19.58  (meters)                     GEOID03
 RB0830  VERT ORDER  -  ? (See Below)
 RB0830
 RB0830.The horizontal coordinates were scaled from a topographic map and have
 RB0830.an estimated accuracy of +/- 6 seconds.
 RB0830
 RB0830.The NAVD 88 height was computed by applying the VERTCON shift value to
 RB0830.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RB0830.The vertical order pertains to the NGVD 29 superseded value.
 RB0830
 RB0830.The geoid height was determined by GEOID03.
 RB0830
 RB0830;                    North         East    Units  Estimated Accuracy
 RB0830;SPC OR N     -   155,480.    2,566,130.      MT  (+/- 180 meters Scaled)
 RB0830
 RB0830                          SUPERSEDED SURVEY CONTROL
 RB0830
 RB0830  NGVD 29 (??/??/92) 1148.715  (m)         3768.74   (f) ADJ UNCH    ?  
 RB0830
 RB0830.Superseded values are not recommended for survey control.
 RB0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0830.See file dsdata.txt to determine how the superseded data were derived.
 RB0830
 RB0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKK905933(NAD 83)
 RB0830_MARKER: DD = SURVEY DISK
 RB0830_SETTING: 0 = UNSPECIFIED SETTING
 RB0830_STAMPING: 32 A 32 3769 1928
 RB0830_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RB0830
 RB0830  HISTORY     - Date     Condition        Report By
 RB0830  HISTORY     - 1928     MONUMENTED       BPR
 RB0830  HISTORY     - 1934     GOOD             NGS
 RB0830  HISTORY     - 1969     MARK NOT FOUND   NGS
 RB0830
 RB0830                          STATION DESCRIPTION
 RB0830
 RB0830'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RB0830'10.0 MI S FROM HARDMAN.
 RB0830'ALONG THE HEPPNER-SPRAY HIGHWAY, AT THE SOUTH END OF A SMALL CLEARING,
 RB0830'ABOUT 78 YARDS NORTH OF HIGHWAY STATION 200, 40 FEET WEST OF THE
 RB0830'CENTER LINE OF THE HIGHWAY.
 RB0830
 RB0830                          STATION RECOVERY (1969)
 RB0830
 RB0830'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 RB0830'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0636 ***********************************************************************
 NW0636  DESIGNATION -  32 BKC
 NW0636  PID         -  NW0636
 NW0636  STATE/COUNTY-  OR/MALHEUR
 NW0636  USGS QUAD   -  JACKIES BUTTE (1980)
 NW0636
 NW0636                         *CURRENT SURVEY CONTROL
 NW0636  ___________________________________________________________________
 NW0636* NAD 83(1986)-  42 32 04.     (N)    117 32 25.     (W)     SCALED    
 NW0636* NAVD 88     -      1352.715  (meters)    4438.03   (feet)  ADJUSTED  
 NW0636  ___________________________________________________________________
 NW0636  GEOID HEIGHT-         -17.98  (meters)                     GEOID03
 NW0636  DYNAMIC HT  -        1351.912 (meters)    4435.40  (feet)  COMP
 NW0636  MODELED GRAV-     979,980.8   (mgal)                       NAVD 88
 NW0636
 NW0636  VERT ORDER  -  SECOND    CLASS 0
 NW0636
 NW0636.The horizontal coordinates were scaled from a topographic map and have
 NW0636.an estimated accuracy of +/- 6 seconds.
 NW0636
 NW0636.The orthometric height was determined by differential leveling
 NW0636.and adjusted in August 1995.
 NW0636
 NW0636.The geoid height was determined by GEOID03.
 NW0636
 NW0636.The dynamic height is computed by dividing the NAVD 88
 NW0636.geopotential number by the normal gravity value computed on the
 NW0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0636.degrees latitude (g = 980.6199 gals.).
 NW0636
 NW0636.The modeled gravity was interpolated from observed gravity values.
 NW0636
 NW0636;                    North         East    Units  Estimated Accuracy
 NW0636;SPC OR S     -   100,690.    1,743,090.      MT  (+/- 180 meters Scaled)
 NW0636
 NW0636                          SUPERSEDED SURVEY CONTROL
 NW0636
 NW0636.No superseded survey control is available for this station.
 NW0636
 NW0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH556092(NAD 83)
 NW0636_MARKER: DB = BENCH MARK DISK
 NW0636_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0636_SP_SET: COPPER-CLAD STEEL ROD
 NW0636_STAMPING: 32 BKC 1973 4434
 NW0636_MARK LOGO: USGS  
 NW0636_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0636_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0636_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0636+SATELLITE: SATELLITE OBSERVATIONS - 1973
 NW0636
 NW0636  HISTORY     - Date     Condition        Report By
 NW0636  HISTORY     - 1973     MONUMENTED       USGS
 NW0636
 NW0636                          STATION DESCRIPTION
 NW0636
 NW0636'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 NW0636'FROM BURNS JUNCTION, OREGON PROCEED 12.6 MILES SOUTH ALONG U S
 NW0636'HIGHWAY 95, THENCE 10.5 MILES EAST AND 3.3 MILES SOUTH ALONG A GRAVEL
 NW0636'ROAD, THENCE 9.1 MILES EAST AND NORTHEAST ALONG A TRACK ROAD, AT A
 NW0636'SHARP CURVE IN THE ROAD, 48 FEET SOUTHEAST OF THE CENTERLINE OF THE
 NW0636'ROAD, 2 FEET NORTH OF A CAIRN, SET ON A 5/8-INCH COPPER-COATED ROD
 NW0636'DRIVEN TO REFUSAL (ROD DEPTH UNKNOWN) WITH THE TOP ENCASED IN 6-INCH
 NW0636'DRAINPIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0303 ***********************************************************************
 NX0303  DESIGNATION -  32 FMK
 NX0303  PID         -  NX0303
 NX0303  STATE/COUNTY-  OR/HARNEY
 NX0303  USGS QUAD   -  IRISH LAKE (1967)
 NX0303
 NX0303                         *CURRENT SURVEY CONTROL
 NX0303  ___________________________________________________________________
 NX0303* NAD 83(1986)-  42 59 17.     (N)    118 57 00.     (W)     SCALED    
 NX0303* NAVD 88     -      1548.436  (meters)    5080.16   (feet)  ADJUSTED  
 NX0303  ___________________________________________________________________
 NX0303  GEOID HEIGHT-         -19.11  (meters)                     GEOID03
 NX0303  DYNAMIC HT  -        1547.546 (meters)    5077.24  (feet)  COMP
 NX0303  MODELED GRAV-     979,991.2   (mgal)                       NAVD 88
 NX0303
 NX0303  VERT ORDER  -  SECOND    CLASS 0
 NX0303
 NX0303.The horizontal coordinates were scaled from a topographic map and have
 NX0303.an estimated accuracy of +/- 6 seconds.
 NX0303
 NX0303.The orthometric height was determined by differential leveling
 NX0303.and adjusted in August 1995.
 NX0303
 NX0303.The geoid height was determined by GEOID03.
 NX0303
 NX0303.The dynamic height is computed by dividing the NAVD 88
 NX0303.geopotential number by the normal gravity value computed on the
 NX0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0303.degrees latitude (g = 980.6199 gals.).
 NX0303
 NX0303.The modeled gravity was interpolated from observed gravity values.
 NX0303
 NX0303;                    North         East    Units  Estimated Accuracy
 NX0303;SPC OR S     -   147,950.    1,626,390.      MT  (+/- 180 meters Scaled)
 NX0303
 NX0303                          SUPERSEDED SURVEY CONTROL
 NX0303
 NX0303.No superseded survey control is available for this station.
 NX0303
 NX0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH410613(NAD 83)
 NX0303_MARKER: DB = BENCH MARK DISK
 NX0303_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NX0303_SP_SET: COPPER-CLAD STEEL ROD
 NX0303_STAMPING: 32 FMK 1970 5076
 NX0303_MARK LOGO: USGS  
 NX0303_PROJECTION: FLUSH
 NX0303_MAGNETIC: I = MARKER IS A STEEL ROD
 NX0303_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NX0303_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NX0303+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2008
 NX0303_ROD/PIPE-DEPTH: 1.52 meters
 NX0303
 NX0303  HISTORY     - Date     Condition        Report By
 NX0303  HISTORY     - 1970     MONUMENTED       USGS
 NX0303  HISTORY     - 20081030 GOOD             INDIV
 NX0303
 NX0303                          STATION DESCRIPTION
 NX0303
 NX0303'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NX0303'FROM THE BRIDGE OVER THE NARROWS, PROCEED 12.2 MILES SOUTH ALONG
 NX0303'STATE HIGHWAY 205, THENCE 11.8 MILES SOUTHWEST ALONG THE ROAD TO
 NX0303'FOSTER LAKE AND PLUSH, 120 FEET SOUTHWEST OF OF THE WEST END OF A
 NX0303'ROCK CULVERT, 63 FEET WEST OF THE CENTERLINE OF THE ROAD, WITNESS
 NX0303'POST SET AT BENCH MARK.
 NX0303
 NX0303                          STATION RECOVERY (2008)
 NX0303
 NX0303'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008
 NX0303'AT MILEPOST 34.5 ALONG STATE HIGHWAY 205, TURN RIGHT, THENCE 11.8
 NX0303'MILES SOUTHWEST ALONG COUNTY ROAD NO. 411 (THE ROAD TO FOSTER LAKE AND
 NX0303'PLUSH).
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2715 ***********************************************************************
 QE2715  DESIGNATION -  32 KJO
 QE2715  PID         -  QE2715
 QE2715  STATE/COUNTY-  OR/LINCOLN
 QE2715  USGS QUAD   -  NEWPORT SOUTH (1984)
 QE2715
 QE2715                         *CURRENT SURVEY CONTROL
 QE2715  ___________________________________________________________________
 QE2715* NAD 83(1986)-  44 31 39.     (N)    124 00 10.     (W)     SCALED    
 QE2715* NAVD 88     -        14.150  (meters)      46.42   (feet)  ADJUSTED  
 QE2715  ___________________________________________________________________
 QE2715  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 QE2715  DYNAMIC HT  -          14.150 (meters)      46.42  (feet)  COMP
 QE2715  MODELED GRAV-     980,585.5   (mgal)                       NAVD 88
 QE2715
 QE2715  VERT ORDER  -  SECOND    CLASS I
 QE2715
 QE2715.The horizontal coordinates were scaled from a topographic map and have
 QE2715.an estimated accuracy of +/- 6 seconds.
 QE2715
 QE2715.The orthometric height was determined by differential leveling
 QE2715.and adjusted in August 1995.
 QE2715
 QE2715.The geoid height was determined by GEOID03.
 QE2715
 QE2715.The dynamic height is computed by dividing the NAVD 88
 QE2715.geopotential number by the normal gravity value computed on the
 QE2715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE2715.degrees latitude (g = 980.6199 gals.).
 QE2715
 QE2715.The modeled gravity was interpolated from observed gravity values.
 QE2715
 QE2715;                    North         East    Units  Estimated Accuracy
 QE2715;SPC OR N     -   101,690.    2,221,660.      MT  (+/- 180 meters Scaled)
 QE2715
 QE2715                          SUPERSEDED SURVEY CONTROL
 QE2715
 QE2715.No superseded survey control is available for this station.
 QE2715
 QE2715_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ203309(NAD 83)
 QE2715_MARKER: DB = BENCH MARK DISK
 QE2715_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QE2715_SP_SET: COPPER-CLAD STEEL ROD
 QE2715_STAMPING: 32 KJO 1979 43
 QE2715_MARK LOGO: USGS  
 QE2715_PROJECTION: PROJECTING 8 CENTIMETERS
 QE2715_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE2715_ROD/PIPE-DEPTH: 8.53 meters
 QE2715
 QE2715  HISTORY     - Date     Condition        Report By
 QE2715  HISTORY     - 1979     MONUMENTED       USGS
 QE2715
 QE2715                          STATION DESCRIPTION
 QE2715
 QE2715'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 QE2715'9.2 KM (5.70 MI) EAST FROM ONA BEACH STATE PARK.
 QE2715'ONA BEACH STATE PARK, 5.73 MI E OF, AT TURNOUT, 117 FT E OF E END OF
 QE2715'WOODEN BRIDGE OVER NORTH FORK OF BEAVER CREEK, 109 FT SW OF RD JCT,
 QE2715'30 FT SE OF CENTERLINE OF RD.
 QE2715'THE MARK IS 0.8 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0348 ***********************************************************************
 NX0348  DESIGNATION -  32 LRC
 NX0348  PID         -  NX0348
 NX0348  STATE/COUNTY-  OR/HARNEY
 NX0348  USGS QUAD   -  RED BANK LAKES (1971)
 NX0348
 NX0348                         *CURRENT SURVEY CONTROL
 NX0348  ___________________________________________________________________
 NX0348* NAD 83(1986)-  42 53 29.     (N)    119 44 09.     (W)     SCALED    
 NX0348* NAVD 88     -      1599.532  (meters)    5247.80   (feet)  ADJUSTED  
 NX0348  ___________________________________________________________________
 NX0348  GEOID HEIGHT-         -19.84  (meters)                     GEOID03
 NX0348  DYNAMIC HT  -        1598.581 (meters)    5244.68  (feet)  COMP
 NX0348  MODELED GRAV-     979,969.0   (mgal)                       NAVD 88
 NX0348
 NX0348  VERT ORDER  -  SECOND    CLASS 0
 NX0348
 NX0348.The horizontal coordinates were scaled from a topographic map and have
 NX0348.an estimated accuracy of +/- 6 seconds.
 NX0348
 NX0348.The orthometric height was determined by differential leveling
 NX0348.and adjusted in August 1995.
 NX0348
 NX0348.The geoid height was determined by GEOID03.
 NX0348
 NX0348.The dynamic height is computed by dividing the NAVD 88
 NX0348.geopotential number by the normal gravity value computed on the
 NX0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0348.degrees latitude (g = 980.6199 gals.).
 NX0348
 NX0348.The modeled gravity was interpolated from observed gravity values.
 NX0348
 NX0348;                    North         East    Units  Estimated Accuracy
 NX0348;SPC OR S     -   136,330.    1,562,410.      MT  (+/- 180 meters Scaled)
 NX0348
 NX0348                          SUPERSEDED SURVEY CONTROL
 NX0348
 NX0348.No superseded survey control is available for this station.
 NX0348
 NX0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKH766523(NAD 83)
 NX0348_MARKER: DB = BENCH MARK DISK
 NX0348_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NX0348+WITH SETTING: INFORMATION.
 NX0348_SP_SET: METAL ROD DRIVEN INTO GROUND
 NX0348_STAMPING: 32 LRC 1970 5244
 NX0348_MARK LOGO: USGS  
 NX0348_MAGNETIC: I = MARKER IS A STEEL ROD
 NX0348_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NX0348
 NX0348  HISTORY     - Date     Condition        Report By
 NX0348  HISTORY     - 1970     MONUMENTED       USGS
 NX0348
 NX0348                          STATION DESCRIPTION
 NX0348
 NX0348'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NX0348'FROM WAGONTIRE, OREGON, PROCEED 4.5 MILES SOUTHWEST ALONG U S HIGHWAY
 NX0348'395 TO DRY VALLEY ROAD, THENCE 28.0 MILES SOUTH ALONG DRY VALLEY ROAD
 NX0348'TO A DIM ROAD FORK, 1.6 MILES NORTH OF THE FOSTER LAKE-WARNER
 NX0348'VALLEY-ALKALAI LAKE ROAD FORK, IN A DRAIN, 62 FEET NORTH-NORTHWEST OF
 NX0348'A ROAD FORK, 35 FEET WEST OF THE ROAD, 3 FEET EAST OF A WITNESS POST.
 NX0348'THE ROD DEPTH IS UNKNOWN AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0362 ***********************************************************************
 RB0362  DESIGNATION -  32 RBR
 RB0362  PID         -  RB0362
 RB0362  STATE/COUNTY-  OR/UMATILLA
 RB0362  USGS QUAD   -  MISSION (1974)
 RB0362
 RB0362                         *CURRENT SURVEY CONTROL
 RB0362  ___________________________________________________________________
 RB0362* NAD 83(1986)-  45 38 24.     (N)    118 41 03.     (W)     SCALED    
 RB0362* NAVD 88     -       425.549  (meters)    1396.16   (feet)  ADJUSTED  
 RB0362  ___________________________________________________________________
 RB0362  GEOID HEIGHT-         -20.46  (meters)                     GEOID03
 RB0362  DYNAMIC HT  -         425.500 (meters)    1395.99  (feet)  COMP
 RB0362  MODELED GRAV-     980,491.0   (mgal)                       NAVD 88
 RB0362
 RB0362  VERT ORDER  -  SECOND    CLASS 0
 RB0362
 RB0362.The horizontal coordinates were scaled from a topographic map and have
 RB0362.an estimated accuracy of +/- 6 seconds.
 RB0362
 RB0362.The orthometric height was determined by differential leveling
 RB0362.and adjusted in June 1991.
 RB0362
 RB0362.The geoid height was determined by GEOID03.
 RB0362
 RB0362.The dynamic height is computed by dividing the NAVD 88
 RB0362.geopotential number by the normal gravity value computed on the
 RB0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0362.degrees latitude (g = 980.6199 gals.).
 RB0362
 RB0362.The modeled gravity was interpolated from observed gravity values.
 RB0362
 RB0362;                    North         East    Units  Estimated Accuracy
 RB0362;SPC OR N     -   220,870.    2,641,550.      MT  (+/- 180 meters Scaled)
 RB0362
 RB0362                          SUPERSEDED SURVEY CONTROL
 RB0362
 RB0362  NGVD 29 (??/??/92)  424.536  (m)         1392.83   (f) ADJ UNCH    2 0
 RB0362
 RB0362.Superseded values are not recommended for survey control.
 RB0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0362.See file dsdata.txt to determine how the superseded data were derived.
 RB0362
 RB0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL687554(NAD 83)
 RB0362_MARKER: DB = BENCH MARK DISK
 RB0362_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RB0362_SP_SET: MONUMENT
 RB0362_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RB0362
 RB0362  HISTORY     - Date     Condition        Report By
 RB0362  HISTORY     - UNK      MONUMENTED       CGS
 RB0362  HISTORY     - 1939     GOOD             NGS
 RB0362
 RB0362                          STATION DESCRIPTION
 RB0362
 RB0362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 RB0362'1.89 MI S FROM MISSION.
 RB0362'ABOUT 1.89 MILES SOUTH OF MISSION ON UMATILLA-MISSION HIGHWAY HIGHWAY.
 RB0362'MARK IS ON THE LEFT SIDE OF HIGHWAY AT NORTH SOUTH FENCE LINE ABOUT
 RB0362'123 FEET FROM CENTERLINE OF HIGHWAY.  BRASS DISK SET IN CONCRETE
 RB0362'MONUMENT 1 FOOT FROM METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0672 ***********************************************************************
 NW0672  DESIGNATION -  32 RTV
 NW0672  PID         -  NW0672
 NW0672  STATE/COUNTY-  OR/MALHEUR
 NW0672  USGS QUAD   -  PEACOCK LAKE (1982)
 NW0672
 NW0672                         *CURRENT SURVEY CONTROL
 NW0672  ___________________________________________________________________
 NW0672* NAD 83(1986)-  42 25 37.     (N)    117 29 28.     (W)     SCALED    
 NW0672* NAVD 88     -      1564.421  (meters)    5132.60   (feet)  ADJUSTED  
 NW0672  ___________________________________________________________________
 NW0672  GEOID HEIGHT-         -17.85  (meters)                     GEOID03
 NW0672  DYNAMIC HT  -        1563.420 (meters)    5129.32  (feet)  COMP
 NW0672  MODELED GRAV-     979,926.2   (mgal)                       NAVD 88
 NW0672
 NW0672  VERT ORDER  -  SECOND    CLASS 0
 NW0672
 NW0672.The horizontal coordinates were scaled from a topographic map and have
 NW0672.an estimated accuracy of +/- 6 seconds.
 NW0672
 NW0672.The orthometric height was determined by differential leveling
 NW0672.and adjusted in August 1995.
 NW0672
 NW0672.The geoid height was determined by GEOID03.
 NW0672
 NW0672.The dynamic height is computed by dividing the NAVD 88
 NW0672.geopotential number by the normal gravity value computed on the
 NW0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0672.degrees latitude (g = 980.6199 gals.).
 NW0672
 NW0672.The modeled gravity was interpolated from observed gravity values.
 NW0672
 NW0672;                    North         East    Units  Estimated Accuracy
 NW0672;SPC OR S     -    88,900.    1,747,560.      MT  (+/- 180 meters Scaled)
 NW0672
 NW0672                          SUPERSEDED SURVEY CONTROL
 NW0672
 NW0672.No superseded survey control is available for this station.
 NW0672
 NW0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG596972(NAD 83)
 NW0672_MARKER: DB = BENCH MARK DISK
 NW0672_SETTING: 66 = SET IN ROCK OUTCROP
 NW0672_SP_SET: BEDROCK
 NW0672_STAMPING: 32 RTV 1979
 NW0672_MARK LOGO: USGS  
 NW0672_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0672_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0672+STABILITY: POSITION/ELEVATION WELL
 NW0672
 NW0672  HISTORY     - Date     Condition        Report By
 NW0672  HISTORY     - 1979     MONUMENTED       USGS
 NW0672
 NW0672                          STATION DESCRIPTION
 NW0672
 NW0672'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 NW0672'FROM THE MCDERMITT, NEVADA POST OFFICE, PROCEED 15.3 MILES NORTH
 NW0672'ALONG U S HIGHWAY 95, THENCE 16.15 MILES EAST TO A ROAD JUNCTION TO
 NW0672'ANDERSON CROSSING, THENCE 11.3 MILES NORTHEAST TO A T-ROAD (SOUTH OF
 NW0672'A STOCK POND), THENCE 220 FEET EAST TO A GATE, 20 FEET SOUTH OF THE
 NW0672'GATE, 6 FEET WEST OF A FENCE, SET ON 3 FEET OF COPPER-COATED ROD
 NW0672'CEMENTED IN BEDROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0389 ***********************************************************************
 NX0389  DESIGNATION -  32 STR
 NX0389  PID         -  NX0389
 NX0389  STATE/COUNTY-  OR/HARNEY
 NX0389  USGS QUAD   -  MIRANDA FLAT (1981)
 NX0389
 NX0389                         *CURRENT SURVEY CONTROL
 NX0389  ___________________________________________________________________
 NX0389* NAD 83(1986)-  42 39 36.     (N)    118 25 05.     (W)     SCALED    
 NX0389* NAVD 88     -      1259.002  (meters)    4130.58   (feet)  ADJUSTED  
 NX0389  ___________________________________________________________________
 NX0389  GEOID HEIGHT-         -19.04  (meters)                     GEOID03
 NX0389  DYNAMIC HT  -        1258.259 (meters)    4128.14  (feet)  COMP
 NX0389  MODELED GRAV-     979,987.3   (mgal)                       NAVD 88
 NX0389
 NX0389  VERT ORDER  -  SECOND    CLASS 0
 NX0389
 NX0389.The horizontal coordinates were scaled from a topographic map and have
 NX0389.an estimated accuracy of +/- 6 seconds.
 NX0389
 NX0389.The orthometric height was determined by differential leveling
 NX0389.and adjusted in August 1995.
 NX0389
 NX0389.The geoid height was determined by GEOID03.
 NX0389
 NX0389.The dynamic height is computed by dividing the NAVD 88
 NX0389.geopotential number by the normal gravity value computed on the
 NX0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0389.degrees latitude (g = 980.6199 gals.).
 NX0389
 NX0389.The modeled gravity was interpolated from observed gravity values.
 NX0389
 NX0389;                    North         East    Units  Estimated Accuracy
 NX0389;SPC OR S     -   112,460.    1,670,670.      MT  (+/- 180 meters Scaled)
 NX0389
 NX0389                          SUPERSEDED SURVEY CONTROL
 NX0389
 NX0389.No superseded survey control is available for this station.
 NX0389
 NX0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH837240(NAD 83)
 NX0389_MARKER: DB = BENCH MARK DISK
 NX0389_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NX0389+WITH SETTING: INFORMATION.
 NX0389_SP_SET: SHALLOW-SET METAL ROD
 NX0389_STAMPING: 32 STR 1975 4127
 NX0389_MARK LOGO: USGS  
 NX0389_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NX0389
 NX0389  HISTORY     - Date     Condition        Report By
 NX0389  HISTORY     - 1975     MONUMENTED       USGS
 NX0389
 NX0389                          STATION DESCRIPTION
 NX0389
 NX0389'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 NX0389'10.9 KM (6.80 MI) NE FROM ALVORD RANCH.
 NX0389'ALVORD RANCH, 4.7 MI N OF, ALONG MAIN RD TO CATTLEGUARD, THENCE 0.1
 NX0389'MI S, THENCE 2.0 MI E ALONG TRACK RD.  20 FT NE OF CENTERLINE OF RD.
 NX0389'SET ON COPPER-COATED ROD OF UNRECORDED DEPTH, PROJECTING 0.3 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0094 ***********************************************************************
 RD0094  DESIGNATION -  32.15
 RD0094  PID         -  RD0094
 RD0094  STATE/COUNTY-  OR/MULTNOMAH
 RD0094  USGS QUAD   -  MULTNOMAH FALLS (1994)
 RD0094
 RD0094                         *CURRENT SURVEY CONTROL
 RD0094  ___________________________________________________________________
 RD0094* NAD 83(1986)-  45 35 22.     (N)    122 04 10.     (W)     SCALED    
 RD0094* NAVD 88     -        14.376  (meters)      47.17   (feet)  ADJUSTED  
 RD0094  ___________________________________________________________________
 RD0094  GEOID HEIGHT-         -21.97  (meters)                     GEOID03
 RD0094  DYNAMIC HT  -          14.375 (meters)      47.16  (feet)  COMP
 RD0094  MODELED GRAV-     980,577.6   (mgal)                       NAVD 88
 RD0094
 RD0094  VERT ORDER  -  FIRST     CLASS II
 RD0094
 RD0094.The horizontal coordinates were scaled from a topographic map and have
 RD0094.an estimated accuracy of +/- 6 seconds.
 RD0094
 RD0094.The orthometric height was determined by differential leveling
 RD0094.and adjusted in June 1991.
 RD0094.WARNING-Repeat measurements at this control monument indicate possible
 RD0094.vertical movement.
 RD0094
 RD0094.The geoid height was determined by GEOID03.
 RD0094
 RD0094.The dynamic height is computed by dividing the NAVD 88
 RD0094.geopotential number by the normal gravity value computed on the
 RD0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0094.degrees latitude (g = 980.6199 gals.).
 RD0094
 RD0094.The modeled gravity was interpolated from observed gravity values.
 RD0094
 RD0094;                    North         East    Units  Estimated Accuracy
 RD0094;SPC OR N     -   214,850.    2,377,550.      MT  (+/- 180 meters Scaled)
 RD0094
 RD0094                          SUPERSEDED SURVEY CONTROL
 RD0094
 RD0094  NGVD 29 (??/??/92)   13.350  (m)           43.80   (f) ADJ UNCH    1 2
 RD0094
 RD0094.Superseded values are not recommended for survey control.
 RD0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0094.See file dsdata.txt to determine how the superseded data were derived.
 RD0094
 RD0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER725488(NAD 83)
 RD0094_MARKER: B = BOLT
 RD0094_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RD0094_SP_SET: ABUTMENT
 RD0094_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RD0094
 RD0094  HISTORY     - Date     Condition        Report By
 RD0094  HISTORY     - UNK      MONUMENTED       UPRR
 RD0094  HISTORY     - 1956     GOOD             NGS
 RD0094  HISTORY     - 1987     GOOD             NGS
 RD0094  HISTORY     - 20040726 MARK NOT FOUND   USPSQD
 RD0094
 RD0094                          STATION DESCRIPTION
 RD0094
 RD0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 RD0094'6.0 MI E FROM BRIDAL VEIL.
 RD0094'5.3 MILES NORTHEAST ALONG U.S. HIGHWAY 30 FROM THE UNION PACIFIC
 RD0094'RAILROAD STATION AT BRIDAL VEIL, THENCE 0.7 MILE NORTHEAST ALONG THE
 RD0094'UNION PACIFIC RAILROAD, IN T 1 N - R 6 E, AT THE SOUTHWEST CORNER OF
 RD0094'BRIDGE 32.15 OVER HORSETAIL FALLS CREEK, 5.1 FEET SOUTH OF THE SOUTH
 RD0094'RAIL, 1.9 FEET WEST OF THE SOUTHWEST CORNER THE IRON PLATE GUARD RAIL,
 RD0094'1.5 FEET NORTH OF THE SOUTH EDGE OF THE WEST CONCRETE ABUTMENT, ABOUT
 RD0094'0.5 FEET LOWER THAN THE TOP OF THE RAIL, AN IRON BOLT MARKED BY THE
 RD0094'LETTERS BM IN CONCRETE.
 RD0094
 RD0094                          STATION RECOVERY (1987)
 RD0094
 RD0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD0094'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  7.5 KM
 RD0094'(4.65 MI) WEST ALONG INTERSTATE HIGHWAY 84 FROM THE BRIDGE OVER TANNER
 RD0094'CREEK IN BONNEVILLE, THENCE 2.66 KM (1.65 MI) SOUTHWEST ALONG SCENIC
 RD0094'HIGHWAY (OLD HIGHWAY 30), IN THE SOUTHWEST CORNER OF THE UNION
 RD0094'PACIFIC RAILROAD BRIDGE OVER HORSETAIL CREEK, IN TOP AND 0.46 M
 RD0094'(1.5 FT) NORTH OF THE SOUTH END OF THE WEST ABUTMENT, 21.6 M (70.9 FT)
 RD0094'NORTH OF THE CENTERLINE OF THE HIGHWAY, 1.5 M (4.9 FT) SOUTH OF THE
 RD0094'SOUTH RAIL, 0.07 M (0.2 FT) SOUTH OF THE LETTERS--BM.  NOTE--A ROUND
 RD0094'IRON BOLT HEAD WITH NO STAMPING.
 RD0094'THE MARK IS 0.3 M BELOW THE TRACKS.
 RD0094
 RD0094                          STATION RECOVERY (2004)
 RD0094
 RD0094'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 RD0094'RR HAS BEEN RAISED. A BARRICADE ADDED TO THE WEST ABUTMENT AND THE
 RD0094'AREA FILLED WITH GRAVEL. PROBABLY UNDER THE GRAVEL BUT NOT VISABLE AS
 RD0094'IS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1483 ***********************************************************************
 RC1483  DESIGNATION -  3214
 RC1483  PID         -  RC1483
 RC1483  STATE/COUNTY-  OR/CLACKAMAS
 RC1483  USGS QUAD   -  TIMOTHY LAKE (1997)
 RC1483
 RC1483                         *CURRENT SURVEY CONTROL
 RC1483  ___________________________________________________________________
 RC1483* NAD 83(1986)-  45 06 52.     (N)    121 48 20.     (W)     SCALED    
 RC1483* NAVD 88     -       981.069  (meters)    3218.72   (feet)  ADJUSTED  
 RC1483  ___________________________________________________________________
 RC1483  GEOID HEIGHT-         -21.10  (meters)                     GEOID03
 RC1483  DYNAMIC HT  -         980.818 (meters)    3217.90  (feet)  COMP
 RC1483  MODELED GRAV-     980,327.1   (mgal)                       NAVD 88
 RC1483
 RC1483  VERT ORDER  -  SECOND    CLASS 0
 RC1483
 RC1483.The horizontal coordinates were scaled from a topographic map and have
 RC1483.an estimated accuracy of +/- 6 seconds.
 RC1483
 RC1483.The orthometric height was determined by differential leveling
 RC1483.and adjusted in June 1991.
 RC1483
 RC1483.The geoid height was determined by GEOID03.
 RC1483
 RC1483.The dynamic height is computed by dividing the NAVD 88
 RC1483.geopotential number by the normal gravity value computed on the
 RC1483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1483.degrees latitude (g = 980.6199 gals.).
 RC1483
 RC1483.The modeled gravity was interpolated from observed gravity values.
 RC1483
 RC1483;                    North         East    Units  Estimated Accuracy
 RC1483;SPC OR N     -   161,710.    2,397,280.      MT  (+/- 180 meters Scaled)
 RC1483
 RC1483                          SUPERSEDED SURVEY CONTROL
 RC1483
 RC1483  NGVD 29 (??/??/92)  979.951  (m)         3215.06   (f) ADJ UNCH    2 0
 RC1483
 RC1483.Superseded values are not recommended for survey control.
 RC1483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1483.See file dsdata.txt to determine how the superseded data were derived.
 RC1483
 RC1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ939963(NAD 83)
 RC1483_MARKER: DD = SURVEY DISK
 RC1483_SETTING: 80 = SET IN A BOULDER
 RC1483_SP_SET: BOULDER
 RC1483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1483+STABILITY: SURFACE MOTION
 RC1483
 RC1483  HISTORY     - Date     Condition        Report By
 RC1483  HISTORY     - UNK      MONUMENTED       USGS
 RC1483  HISTORY     - 1946     GOOD             NGS
 RC1483  HISTORY     - 19551019 MARK NOT FOUND   USPSQD
 RC1483
 RC1483                          STATION DESCRIPTION
 RC1483
 RC1483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RC1483'3.8 MI W FROM CLACKAMAS RANGER STA.
 RC1483'ABOUT 3.8 MILES WEST ALONG THE OAK GROVE FOREST SERVICE TRAIL FROM THE
 RC1483'CLACKAMAS RANGER STATION, 13 FEET SOUTHEAST OF THE CENTER LINE OF THE
 RC1483'TRAIL, 7 FEET SOUTH OF A 20-INCH FIR TREE WITH A BLAZED CROSS ON THE
 RC1483'NORTHWEST SIDE AND SUPPORTS A SECTION CORNER SIGN, SET IN TOP OF A
 RC1483'BOULDER WHICH PROJECTS ABOUT 2 FEET ABOVE THE GROUND LEVEL AND ABOUT
 RC1483'4FEET LOWER THAN THE SURFACE OF THE TRAIL.  WHITE USGS BM PAINTED ON
 RC1483'TOP OF THE BOULDER.
 RC1483
 RC1483                          STATION RECOVERY (1955)
 RC1483
 RC1483'RECOVERY NOTE BY US POWER SQUADRON 1955 (RKR)
 RC1483'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0332 ***********************************************************************
 QD0332  DESIGNATION -  3223
 QD0332  PID         -  QD0332
 QD0332  STATE/COUNTY-  OR/CROOK
 QD0332  USGS QUAD   -  PRINEVILLE (1992)
 QD0332
 QD0332                         *CURRENT SURVEY CONTROL
 QD0332  ___________________________________________________________________
 QD0332* NAD 83(1986)-  44 16 25.     (N)    120 46 47.     (W)     SCALED    
 QD0332* NAVD 88     -       983.089  (meters)    3225.35   (feet)  ADJUSTED  
 QD0332  ___________________________________________________________________
 QD0332  GEOID HEIGHT-         -20.36  (meters)                     GEOID03
 QD0332  DYNAMIC HT  -         982.751 (meters)    3224.24  (feet)  COMP
 QD0332  MODELED GRAV-     980,240.5   (mgal)                       NAVD 88
 QD0332
 QD0332  VERT ORDER  -  FIRST     CLASS II
 QD0332
 QD0332.The horizontal coordinates were scaled from a topographic map and have
 QD0332.an estimated accuracy of +/- 6 seconds.
 QD0332
 QD0332.The orthometric height was determined by differential leveling
 QD0332.and adjusted in June 1991.
 QD0332
 QD0332.The geoid height was determined by GEOID03.
 QD0332
 QD0332.The dynamic height is computed by dividing the NAVD 88
 QD0332.geopotential number by the normal gravity value computed on the
 QD0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0332.degrees latitude (g = 980.6199 gals.).
 QD0332
 QD0332.The modeled gravity was interpolated from observed gravity values.
 QD0332
 QD0332;                    North         East    Units  Estimated Accuracy
 QD0332;SPC OR S     -   289,640.    1,477,670.      MT  (+/- 180 meters Scaled)
 QD0332
 QD0332                          SUPERSEDED SURVEY CONTROL
 QD0332
 QD0332  NGVD 29 (??/??/92)  981.96   (m)         3221.6    (f) COMPUTED    1 2
 QD0332
 QD0332.Superseded values are not recommended for survey control.
 QD0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0332.See file dsdata.txt to determine how the superseded data were derived.
 QD0332
 QD0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ771046(NAD 83)
 QD0332_MARKER: P = PIPE CAP
 QD0332_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QD0332_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QD0332_STAMPING: 3223 H 1904
 QD0332_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0332
 QD0332  HISTORY     - Date     Condition        Report By
 QD0332  HISTORY     - 1904     MONUMENTED       USGS
 QD0332  HISTORY     - 1935     GOOD             NGS
 QD0332
 QD0332                          STATION DESCRIPTION
 QD0332
 QD0332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 QD0332'4.5 MI SE FROM PRINEVILLE.
 QD0332'4.5 MILES SOUTHEAST ALONG THE PRINEVILLE-PAULINA ROAD FROM THE
 QD0332'COURTHOUSE AT PRINEVILLE, CROOK COUNTY, AT AN ABANDONED RANCH, 6 FEET
 QD0332'EAST OF THE LINE OF A ROW OF LOCUST TREES, 12 FEET SOUTH OF A PICKET
 QD0332'FENCE, 152 FEET WEST OF A PIPE CULVERT AT THE BOTTOM OF A SHORT STEEP
 QD0332'GRADE ASCENDING TOWARD THE EAST, 18 FEET NORTH OF THE ROAD CENTERLINE,
 QD0332'AT THE EDGE OF THE GRADE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 QD0332'CAP STAMPED 3223.456 H 1904 AND RIVETED TO A 3 1/2 INCH IRON PIPE IN
 QD0332'CONCRETE AND PROJECTING 14 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0333 ***********************************************************************
 QD0333  DESIGNATION -  3223 RESET
 QD0333  PID         -  QD0333
 QD0333  STATE/COUNTY-  OR/CROOK
 QD0333  USGS QUAD   -  PRINEVILLE (1992)
 QD0333
 QD0333                         *CURRENT SURVEY CONTROL
 QD0333  ___________________________________________________________________
 QD0333* NAD 83(1986)-  44 16 25.     (N)    120 46 47.     (W)     SCALED    
 QD0333* NAVD 88     -       983.09   (+/-2cm)    3225.4    (feet)  VERTCON   
 QD0333  ___________________________________________________________________
 QD0333  GEOID HEIGHT-         -20.36  (meters)                     GEOID03
 QD0333  VERT ORDER  -  FIRST     CLASS II (See Below)
 QD0333
 QD0333.The horizontal coordinates were scaled from a topographic map and have
 QD0333.an estimated accuracy of +/- 6 seconds.
 QD0333
 QD0333.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD0333.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD0333.The vertical order pertains to the NGVD 29 superseded value.
 QD0333
 QD0333.The geoid height was determined by GEOID03.
 QD0333
 QD0333;                    North         East    Units  Estimated Accuracy
 QD0333;SPC OR S     -   289,640.    1,477,670.      MT  (+/- 180 meters Scaled)
 QD0333
 QD0333                          SUPERSEDED SURVEY CONTROL
 QD0333
 QD0333  NGVD 29 (??/??/92)  981.954  (m)         3221.63   (f) ADJ UNCH    1 2
 QD0333
 QD0333.Superseded values are not recommended for survey control.
 QD0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0333.See file dsdata.txt to determine how the superseded data were derived.
 QD0333
 QD0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ771046(NAD 83)
 QD0333_MARKER: P = PIPE CAP
 QD0333_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QD0333_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QD0333_STAMPING: 3223.456 H 1904 RESET 1941
 QD0333_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0333
 QD0333  HISTORY     - Date     Condition        Report By
 QD0333  HISTORY     - 1941     MONUMENTED       USGS
 QD0333  HISTORY     - 1941     GOOD             NGS
 QD0333
 QD0333                          STATION DESCRIPTION
 QD0333
 QD0333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QD0333'4.35 MI SE FROM PRINEVILLE.
 QD0333'THE MARK IS LOCATED 4.35 MILES SOUTHEAST OF PRINEVILLE, ALONG THE
 QD0333'COUNTY ROAD TO POST, OPPOSITE AN ABANDONED RANCH HOUSE GROUND, 24 FEET
 QD0333'NORTH OF THE CENTERLINE OF THE ROAD, 3 FEET SOUTH OF FENCE LINE.
 QD0333'WITNESS POST SET NEAR THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0486 ***********************************************************************
 QD0486  DESIGNATION -  3225 S 8
 QD0486  PID         -  QD0486
 QD0486  STATE/COUNTY-  OR/WASCO
 QD0486  USGS QUAD   -  SHANIKO JUNCTION (1987)
 QD0486
 QD0486                         *CURRENT SURVEY CONTROL
 QD0486  ___________________________________________________________________
 QD0486* NAD 83(1986)-  44 55 14.     (N)    120 56 44.     (W)     SCALED    
 QD0486* NAVD 88     -       984.132  (meters)    3228.77   (feet)  ADJUSTED  
 QD0486  ___________________________________________________________________
 QD0486  GEOID HEIGHT-         -20.99  (meters)                     GEOID03
 QD0486  DYNAMIC HT  -         983.880 (meters)    3227.95  (feet)  COMP
 QD0486  MODELED GRAV-     980,326.9   (mgal)                       NAVD 88
 QD0486
 QD0486  VERT ORDER  -  SECOND    CLASS 0
 QD0486
 QD0486.The horizontal coordinates were scaled from a topographic map and have
 QD0486.an estimated accuracy of +/- 6 seconds.
 QD0486
 QD0486.The orthometric height was determined by differential leveling
 QD0486.and adjusted in June 1991.
 QD0486
 QD0486.The geoid height was determined by GEOID03.
 QD0486
 QD0486.The dynamic height is computed by dividing the NAVD 88
 QD0486.geopotential number by the normal gravity value computed on the
 QD0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0486.degrees latitude (g = 980.6199 gals.).
 QD0486
 QD0486.The modeled gravity was interpolated from observed gravity values.
 QD0486
 QD0486;                    North         East    Units  Estimated Accuracy
 QD0486;SPC OR N     -   139,430.    2,464,820.      MT  (+/- 180 meters Scaled)
 QD0486
 QD0486                          SUPERSEDED SURVEY CONTROL
 QD0486
 QD0486  NGVD 29 (??/??/92)  983.005  (m)         3225.08   (f) ADJ UNCH    2 0
 QD0486
 QD0486.Superseded values are not recommended for survey control.
 QD0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0486.See file dsdata.txt to determine how the superseded data were derived.
 QD0486
 QD0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ621761(NAD 83)
 QD0486_MARKER: DD = SURVEY DISK
 QD0486_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QD0486_SP_SET: CULVERT
 QD0486_STAMPING: 3225-S 8 1928
 QD0486_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0486
 QD0486  HISTORY     - Date     Condition        Report By
 QD0486  HISTORY     - 1928     MONUMENTED       ORDT
 QD0486  HISTORY     - 1962     MARK NOT FOUND   NGS
 QD0486
 QD0486                          STATION DESCRIPTION
 QD0486
 QD0486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 QD0486'10.8 MI NE FROM SOUTH JUNCTION.
 QD0486'REACHED FROM THE RAILROAD STATION AT SOUTH JUNCTION GO NORTHEAST ON
 QD0486'THE COUNTY ROAD FOR 10.8 MILES TO THE JUNCTION WITH U.S. HIGHWAY 97
 QD0486'AND 197, 76 FEET WEST OF THE CENTER LINE OF THE SHERMAN HIGHWAY, 50
 QD0486'FEET SOUTH OF THE NORTH CONNECTING HIGHWAY, 15 FEET EAST OF A STEEL
 QD0486'CULVERT, IN THE CENTER OF THE NORTHWEST HEADWALL OF A CONCRETE
 QD0486'CULVERT, AND 8 INCHES BELOW THE ROAD SURFACE.  HIGHWAY IMPROVEMENTS
 QD0486'HAVE COVERED THIS MARK WITH ABOUT 8 INCHES OF DIRT.  THIS IS ABOUT
 QD0486'100-FEET NORTHEAST OF BENCH MARK R 127 (O.S.H.D.)
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0796 ***********************************************************************
 RA0796  DESIGNATION -  3228
 RA0796  PID         -  RA0796
 RA0796  STATE/COUNTY-  OR/UNION
 RA0796  USGS QUAD   -  TELOCASET (1993)
 RA0796
 RA0796                         *CURRENT SURVEY CONTROL
 RA0796  ___________________________________________________________________
 RA0796* NAD 83(1986)-  45 03 52.     (N)    117 51 22.     (W)     SCALED    
 RA0796* NAVD 88     -       987.058  (meters)    3238.37   (feet)  ADJUSTED  
 RA0796  ___________________________________________________________________
 RA0796  GEOID HEIGHT-         -17.11  (meters)                     GEOID03
 RA0796  DYNAMIC HT  -         986.774 (meters)    3237.44  (feet)  COMP
 RA0796  MODELED GRAV-     980,296.7   (mgal)                       NAVD 88
 RA0796
 RA0796  VERT ORDER  -  FIRST     CLASS II
 RA0796
 RA0796.The horizontal coordinates were scaled from a topographic map and have
 RA0796.an estimated accuracy of +/- 6 seconds.
 RA0796
 RA0796.The orthometric height was determined by differential leveling
 RA0796.and adjusted in June 1991.
 RA0796.WARNING-Repeat measurements at this control monument indicate possible
 RA0796.vertical movement.
 RA0796
 RA0796.The geoid height was determined by GEOID03.
 RA0796
 RA0796.The dynamic height is computed by dividing the NAVD 88
 RA0796.geopotential number by the normal gravity value computed on the
 RA0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0796.degrees latitude (g = 980.6199 gals.).
 RA0796
 RA0796.The modeled gravity was interpolated from observed gravity values.
 RA0796
 RA0796;                    North         East    Units  Estimated Accuracy
 RA0796;SPC OR N     -   158,730.    2,708,170.      MT  (+/- 180 meters Scaled)
 RA0796
 RA0796                          SUPERSEDED SURVEY CONTROL
 RA0796
 RA0796  NGVD 29 (??/??/92)  985.951  (m)         3234.74   (f) ADJ UNCH    1 2
 RA0796
 RA0796.Superseded values are not recommended for survey control.
 RA0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0796.See file dsdata.txt to determine how the superseded data were derived.
 RA0796
 RA0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK326904(NAD 83)
 RA0796_MARKER: P = PIPE CAP
 RA0796_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RA0796_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RA0796_STAMPING: 3235.368 A
 RA0796_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RA0796
 RA0796  HISTORY     - Date     Condition        Report By
 RA0796  HISTORY     - UNK      MONUMENTED       USGS
 RA0796  HISTORY     - 1941     GOOD             NGS
 RA0796
 RA0796                          STATION DESCRIPTION
 RA0796
 RA0796'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 RA0796'5.0 MI NE FROM NORTH POWDER.
 RA0796'ABOUT 5.0 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM NORTH
 RA0796'POWDER, UNION COUNTY, AT MILEAGE 317.2, ABOUT 190 FEET NORTH OF THE
 RA0796'NORTH PORTAL OF A TUNNEL, AND 15.7 FEET EAST OF THE CENTER LINE OF THE
 RA0796'TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 RA0796'3235.368 A AND RIVETED ON THE TOP OF A 3-1/2 INCH PIPE PROJECTING
 RA0796'ABOUT 16 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0913 ***********************************************************************
 RA0913  DESIGNATION -  3228 A
 RA0913  PID         -  RA0913
 RA0913  STATE/COUNTY-  OR/UNION
 RA0913  USGS QUAD   -  CRICKET FLAT (1984)
 RA0913
 RA0913                         *CURRENT SURVEY CONTROL
 RA0913  ___________________________________________________________________
 RA0913* NAD 83(1986)-  45 35 18.     (N)    117 51 10.     (W)     SCALED    
 RA0913* NAVD 88     -       984.842  (meters)    3231.10   (feet)  ADJUSTED  
 RA0913  ___________________________________________________________________
 RA0913  GEOID HEIGHT-         -17.89  (meters)                     GEOID03
 RA0913  DYNAMIC HT  -         984.630 (meters)    3230.41  (feet)  COMP
 RA0913  MODELED GRAV-     980,367.6   (mgal)                       NAVD 88
 RA0913
 RA0913  VERT ORDER  -  SECOND    CLASS 0
 RA0913
 RA0913.The horizontal coordinates were scaled from a topographic map and have
 RA0913.an estimated accuracy of +/- 6 seconds.
 RA0913
 RA0913.The orthometric height was determined by differential leveling
 RA0913.and adjusted in June 1991.
 RA0913
 RA0913.The geoid height was determined by GEOID03.
 RA0913
 RA0913.The dynamic height is computed by dividing the NAVD 88
 RA0913.geopotential number by the normal gravity value computed on the
 RA0913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0913.degrees latitude (g = 980.6199 gals.).
 RA0913
 RA0913.The modeled gravity was interpolated from observed gravity values.
 RA0913
 RA0913;                    North         East    Units  Estimated Accuracy
 RA0913;SPC OR N     -   216,930.    2,706,530.      MT  (+/- 180 meters Scaled)
 RA0913
 RA0913                          SUPERSEDED SURVEY CONTROL
 RA0913
 RA0913  NGVD 29 (??/??/92)  983.725  (m)         3227.44   (f) ADJ UNCH    2 0
 RA0913
 RA0913.Superseded values are not recommended for survey control.
 RA0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0913.See file dsdata.txt to determine how the superseded data were derived.
 RA0913
 RA0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML334486(NAD 83)
 RA0913_MARKER: DD = SURVEY DISK
 RA0913_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RA0913_SP_SET: YARD
 RA0913_STAMPING: 3228 A 1903
 RA0913_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RA0913
 RA0913  HISTORY     - Date     Condition        Report By
 RA0913  HISTORY     - 1903     MONUMENTED       USGS
 RA0913  HISTORY     - 1934     GOOD             NGS
 RA0913
 RA0913                          STATION DESCRIPTION
 RA0913
 RA0913'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RA0913'4.0 MI E FROM ELGIN.
 RA0913'4.0 MILES EAST ALONG STATE HWY. 82 FROM POST OFFICE ALONG THE RIGHT OF
 RA0913'WAY OF STATE HWY. 82, AT THE HIGHLAND SCHOOL, IN S.E. CORNER OF SCHOOL
 RA0913'YARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0091 ***********************************************************************
 QC0091  DESIGNATION -  3235
 QC0091  PID         -  QC0091
 QC0091  STATE/COUNTY-  OR/GRANT
 QC0091  USGS QUAD   -  JOHN DAY (1983)
 QC0091
 QC0091                         *CURRENT SURVEY CONTROL
 QC0091  ___________________________________________________________________
 QC0091* NAD 83(1986)-  44 22 47.     (N)    118 57 06.     (W)     SCALED    
 QC0091* NAVD 88     -       986.939  (meters)    3237.98   (feet)  ADJUSTED  
 QC0091  ___________________________________________________________________
 QC0091  GEOID HEIGHT-         -18.09  (meters)                     GEOID03
 QC0091  DYNAMIC HT  -         986.569 (meters)    3236.77  (feet)  COMP
 QC0091  MODELED GRAV-     980,209.7   (mgal)                       NAVD 88
 QC0091
 QC0091  VERT ORDER  -  FIRST     CLASS II
 QC0091
 QC0091.The horizontal coordinates were scaled from a topographic map and have
 QC0091.an estimated accuracy of +/- 6 seconds.
 QC0091
 QC0091.The orthometric height was determined by differential leveling
 QC0091.and adjusted in June 1991.
 QC0091
 QC0091.The geoid height was determined by GEOID03.
 QC0091
 QC0091.The dynamic height is computed by dividing the NAVD 88
 QC0091.geopotential number by the normal gravity value computed on the
 QC0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0091.degrees latitude (g = 980.6199 gals.).
 QC0091
 QC0091.The modeled gravity was interpolated from observed gravity values.
 QC0091
 QC0091;                    North         East    Units  Estimated Accuracy
 QC0091;SPC OR N     -    80,420.    2,623,380.      MT  (+/- 180 meters Scaled)
 QC0091
 QC0091                          SUPERSEDED SURVEY CONTROL
 QC0091
 QC0091  NGVD 29 (??/??/92)  985.747  (m)         3234.07   (f) ADJ UNCH    1 2
 QC0091
 QC0091.Superseded values are not recommended for survey control.
 QC0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0091.See file dsdata.txt to determine how the superseded data were derived.
 QC0091
 QC0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK445159(NAD 83)
 QC0091_MARKER: DD = SURVEY DISK
 QC0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0091_SP_SET: CONCRETE POST
 QC0091_STAMPING: 3235 35 1929
 QC0091_MARK LOGO: BPR   
 QC0091_PROJECTION: PROJECTING 18 CENTIMETERS
 QC0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0091+STABILITY: SURFACE MOTION
 QC0091
 QC0091  HISTORY     - Date     Condition        Report By
 QC0091  HISTORY     - 1929     MONUMENTED       BPR
 QC0091  HISTORY     - 1930     GOOD             NGS
 QC0091  HISTORY     - 1985     GOOD             NGS
 QC0091
 QC0091                          STATION DESCRIPTION
 QC0091
 QC0091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1930
 QC0091'0.7 MI S FROM CANYON CITY.
 QC0091'0.7 MILES SOUTH OF CANYON CITY, ON THE CANYON CITY- BURNS HIWAY ON THE
 QC0091'WESTERLY BOUNDARY OF CITY, 1312 FEET SOUTH OF NORTH WEST CORNER OF
 QC0091'SECTION 1, TOWNSHIP 14, SOUTH, RANGE 31 EAST, AND ON NORTH BOUNDARY
 QC0091'LINE OF HIWAY IN OLD ROAD.  NOT STAMPED 3221 AS DESCRIBED.
 QC0091
 QC0091                          STATION RECOVERY (1985)
 QC0091
 QC0091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QC0091'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.12 KM
 QC0091'(0.70 MI) SOUTH ALONG US HIGHWAY 395 FROM THE POST OFFICE AT CANYON
 QC0091'CITY, AT THE SOUTHEAST END OF A SHARP CURVE, 0.48 KM (0.30 MI)
 QC0091'NORTHEAST OF MILEPOST 3, 10.7 METERS (35 FT) NORTHEAST OF THE HIGHWAY
 QC0091'CENTERLINE, 28.8 METERS (94.5 FT) NORTHEAST OF THE NORTHEAST CORNER OF
 QC0091'A 20 BY 20 FOOT WHITE WOOD SIDED HOUSE.
 QC0091'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 QC0091'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0676 ***********************************************************************
 QC0676  DESIGNATION -  3237
 QC0676  PID         -  QC0676
 QC0676  STATE/COUNTY-  OR/GRANT
 QC0676  USGS QUAD   -  JOHN DAY (1983)
 QC0676
 QC0676                         *CURRENT SURVEY CONTROL
 QC0676  ___________________________________________________________________
 QC0676* NAD 83(1986)-  44 22 42.     (N)    118 57 03.     (W)     SCALED    
 QC0676* NAVD 88     -       987.52   (+/-2cm)    3239.9    (feet)  VERTCON   
 QC0676  ___________________________________________________________________
 QC0676  GEOID HEIGHT-         -18.09  (meters)                     GEOID03
 QC0676  VERT ORDER  -  ? (See Below)
 QC0676
 QC0676.The horizontal coordinates were scaled from a topographic map and have
 QC0676.an estimated accuracy of +/- 6 seconds.
 QC0676
 QC0676.The NAVD 88 height was computed by applying the VERTCON shift value to
 QC0676.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QC0676.The vertical order pertains to the NGVD 29 superseded value.
 QC0676
 QC0676.The geoid height was determined by GEOID03.
 QC0676
 QC0676;                    North         East    Units  Estimated Accuracy
 QC0676;SPC OR N     -    80,270.    2,623,450.      MT  (+/- 180 meters Scaled)
 QC0676
 QC0676                          SUPERSEDED SURVEY CONTROL
 QC0676
 QC0676  NGVD 29 (??/??/92)  986.325  (m)         3235.97   (f) ADJ UNCH    ?  
 QC0676
 QC0676.Superseded values are not recommended for survey control.
 QC0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0676.See file dsdata.txt to determine how the superseded data were derived.
 QC0676
 QC0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK445157(NAD 83)
 QC0676
 QC0676  HISTORY     - Date     Condition        Report By
 QC0676  HISTORY     - UNK      MONUMENTED
 QC0676  HISTORY     - 1985     MARK NOT FOUND   NGS
 QC0676
 QC0676                          STATION DESCRIPTION
 QC0676
 QC0676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QC0676'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0825 ***********************************************************************
 QB0825  DESIGNATION -  3239
 QB0825  PID         -  QB0825
 QB0825  STATE/COUNTY-  OR/MALHEUR
 QB0825  USGS QUAD   -  LOG CREEK (1990)
 QB0825
 QB0825                         *CURRENT SURVEY CONTROL
 QB0825  ___________________________________________________________________
 QB0825* NAD 83(1986)-  44 00 51.     (N)    117 48 28.     (W)     SCALED    
 QB0825* NAVD 88     -       990.751  (meters)    3250.49   (feet)  ADJUSTED  
 QB0825  ___________________________________________________________________
 QB0825  GEOID HEIGHT-         -17.83  (meters)                     GEOID03
 QB0825  DYNAMIC HT  -         990.372 (meters)    3249.25  (feet)  COMP
 QB0825  MODELED GRAV-     980,202.6   (mgal)                       NAVD 88
 QB0825
 QB0825  VERT ORDER  -  FIRST     CLASS II
 QB0825
 QB0825.The horizontal coordinates were scaled from a topographic map and have
 QB0825.an estimated accuracy of +/- 6 seconds.
 QB0825
 QB0825.The orthometric height was determined by differential leveling
 QB0825.and adjusted in June 1991.
 QB0825
 QB0825.The geoid height was determined by GEOID03.
 QB0825
 QB0825.The dynamic height is computed by dividing the NAVD 88
 QB0825.geopotential number by the normal gravity value computed on the
 QB0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0825.degrees latitude (g = 980.6199 gals.).
 QB0825
 QB0825.The modeled gravity was interpolated from observed gravity values.
 QB0825
 QB0825;                    North         East    Units  Estimated Accuracy
 QB0825;SPC OR S     -   264,250.    1,715,850.      MT  (+/- 180 meters Scaled)
 QB0825
 QB0825                          SUPERSEDED SURVEY CONTROL
 QB0825
 QB0825  NGVD 29 (??/??/92)  989.660  (m)         3246.91   (f) ADJ UNCH    1 2
 QB0825
 QB0825.Superseded values are not recommended for survey control.
 QB0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0825.See file dsdata.txt to determine how the superseded data were derived.
 QB0825
 QB0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ352737(NAD 83)
 QB0825_MARKER: P = PIPE CAP
 QB0825_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QB0825_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QB0825_STAMPING: 3247.243 H 1903
 QB0825_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB0825
 QB0825  HISTORY     - Date     Condition        Report By
 QB0825  HISTORY     - 1903     MONUMENTED       USGS
 QB0825  HISTORY     - 1935     GOOD             NGS
 QB0825  HISTORY     - 1943     MARK NOT FOUND   NGS
 QB0825
 QB0825                          STATION DESCRIPTION
 QB0825
 QB0825'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 QB0825'6.4 MI W FROM WESTFALL.
 QB0825'6.4 MILES WEST ALONG THE BEULAH-WESTFALL ROAD FROM WESTFALL, MALHEUR
 QB0825'COUNTY, ABOUT 500 FEET SOUTH AND ACROSS INDIAN CREEK FROM THE POINT
 QB0825'WHERE THE WASH TOUCHES THE ROAD, 225 FEET WEST ALONG THE OLD STAGE
 QB0825'ROAD FROM A FORK RUNNING UP A FLAT WIDE CANYON TO THE SOUTH, 110 FEET
 QB0825'NORTH OF AN IRRIGATION DITCH NEAR THE WEST END OF A PROMINENT LOW
 QB0825'SHALE BANK, 20 FEET SOUTH OF THE OLD STAGE ROAD.  A UNITED STATES
 QB0825'GEOLOGICAL SURVEY STANDARD CAP STAMPED 3247.243 H 1903 AND RIVETED TO
 QB0825'A 3 1/2 INCH IRON PIPE.
 QB0825
 QB0825                          STATION RECOVERY (1943)
 QB0825
 QB0825'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 QB0825'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0894 ***********************************************************************
 QE0894  DESIGNATION -  324
 QE0894  PID         -  QE0894
 QE0894  STATE/COUNTY-  OR/LANE
 QE0894  USGS QUAD   -  JUNCTION CITY (1986)
 QE0894
 QE0894                         *CURRENT SURVEY CONTROL
 QE0894  ___________________________________________________________________
 QE0894* NAD 83(1986)-  44 12 52.     (N)    123 12 04.     (W)     SCALED    
 QE0894* NAVD 88     -        99.79   (+/-2cm)     327.4    (feet)  VERTCON   
 QE0894  ___________________________________________________________________
 QE0894  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 QE0894  VERT ORDER  -  ? (See Below)
 QE0894
 QE0894.The horizontal coordinates were scaled from a topographic map and have
 QE0894.an estimated accuracy of +/- 6 seconds.
 QE0894
 QE0894.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE0894.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE0894.The vertical order pertains to the NGVD 29 superseded value.
 QE0894
 QE0894.The geoid height was determined by GEOID03.
 QE0894
 QE0894;                    North         East    Units  Estimated Accuracy
 QE0894;SPC OR S     -   286,510.    1,284,160.      MT  (+/- 180 meters Scaled)
 QE0894
 QE0894                          SUPERSEDED SURVEY CONTROL
 QE0894
 QE0894  NGVD 29 (??/??/92)   98.722  (m)          323.89   (f) ADJ UNCH    ?  
 QE0894
 QE0894.Superseded values are not recommended for survey control.
 QE0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0894.See file dsdata.txt to determine how the superseded data were derived.
 QE0894
 QE0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP839957(NAD 83)
 QE0894_MARKER: Q = CHISELED SQUARE
 QE0894_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QE0894_SP_SET: WALK
 QE0894_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0894
 QE0894  HISTORY     - Date     Condition        Report By
 QE0894  HISTORY     - UNK      MONUMENTED       ORDT
 QE0894  HISTORY     - 1934     GOOD             NGS
 QE0894  HISTORY     - 1987     MARK NOT FOUND   NGS
 QE0894  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 QE0894
 QE0894                          STATION DESCRIPTION
 QE0894
 QE0894'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QE0894'IN JUNCTION CITY.
 QE0894'AT JUNCTION CITY, LANE COUNTY, ABOUT 300 FEET EAST OF THE SOUTHERN
 QE0894'PACIFIC CO. STATION, 40 FEET NORTHWEST OF A PACIFIC HIGHWAY CONCRETE
 QE0894'CULVERT AND 6 INCHES FROM THE SOUTHWEST CORNER OF A FRAME BUILDING, IN
 QE0894'THE CONCRETE WALK.  A CHISELED SQUARE.
 QE0894
 QE0894                          STATION RECOVERY (1987)
 QE0894
 QE0894'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE0894'MARK NOT FOUND.
 QE0894
 QE0894                          STATION RECOVERY (1988)
 QE0894
 QE0894'RECOVERY NOTE BY US POWER SQUADRON 1988 (RCB)
 QE0894'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0345 ***********************************************************************
 QD0345  DESIGNATION -  3269
 QD0345  PID         -  QD0345
 QD0345  STATE/COUNTY-  OR/CROOK
 QD0345  USGS QUAD   -  PILOT BUTTE (1992)
 QD0345
 QD0345                         *CURRENT SURVEY CONTROL
 QD0345  ___________________________________________________________________
 QD0345* NAD 83(1986)-  44 10 39.     (N)    120 36 50.     (W)     SCALED    
 QD0345* NAVD 88     -       997.697  (meters)    3273.28   (feet)  ADJUSTED  
 QD0345  ___________________________________________________________________
 QD0345  GEOID HEIGHT-         -19.88  (meters)                     GEOID03
 QD0345  DYNAMIC HT  -         997.343 (meters)    3272.12  (feet)  COMP
 QD0345  MODELED GRAV-     980,229.6   (mgal)                       NAVD 88
 QD0345
 QD0345  VERT ORDER  -  FIRST     CLASS II
 QD0345
 QD0345.The horizontal coordinates were scaled from a topographic map and have
 QD0345.an estimated accuracy of +/- 6 seconds.
 QD0345
 QD0345.The orthometric height was determined by differential leveling
 QD0345.and adjusted in June 1991.
 QD0345
 QD0345.The geoid height was determined by GEOID03.
 QD0345
 QD0345.The dynamic height is computed by dividing the NAVD 88
 QD0345.geopotential number by the normal gravity value computed on the
 QD0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0345.degrees latitude (g = 980.6199 gals.).
 QD0345
 QD0345.The modeled gravity was interpolated from observed gravity values.
 QD0345
 QD0345;                    North         East    Units  Estimated Accuracy
 QD0345;SPC OR S     -   278,930.    1,490,890.      MT  (+/- 180 meters Scaled)
 QD0345
 QD0345                          SUPERSEDED SURVEY CONTROL
 QD0345
 QD0345  NGVD 29 (??/??/92)  996.561  (m)         3269.55   (f) ADJ UNCH    1 2
 QD0345
 QD0345.Superseded values are not recommended for survey control.
 QD0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0345.See file dsdata.txt to determine how the superseded data were derived.
 QD0345
 QD0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP907943(NAD 83)
 QD0345_MARKER: P = PIPE CAP
 QD0345_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QD0345_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QD0345_STAMPING: 3261 H 1903
 QD0345_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0345
 QD0345  HISTORY     - Date     Condition        Report By
 QD0345  HISTORY     - 1903     MONUMENTED       USGS
 QD0345  HISTORY     - 1935     GOOD             NGS
 QD0345
 QD0345                          STATION DESCRIPTION
 QD0345
 QD0345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 QD0345'18.0 MI SE FROM PRINEVILLE.
 QD0345'ON THE CROOKED RIVER HIGHWAY, 18.0 MILES SOUTHEAST ALONG THE
 QD0345'PRINEVILLE-PAULINA ROAD FROM PRINEVILLE, CROOK COUNTY, 0.6 MILE EAST
 QD0345'OF ITS JUNCTION WITH THE CROOKED RIVER HIGHWAY, AT THE RANCH FORMERLY
 QD0345'OPERATED BY SHORTY DAVIS, 110 FEET SOUTH OF THE HIGHWAY CENTERLINE, AT
 QD0345'THE NORTHWEST CORNER OF THE YARD, 2 FEET NORTH OF THE FENCE, 32 1/2
 QD0345'FEET WEST OF THE YARD GATE, 37 FEET SOUTHEAST OF THE BARN YARD GATE. A
 QD0345'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK STAMPED 3269.7 H 1903
 QD0345'AND RIVETED TO A 3 1/2 INCH IRON PIPE ENCASED IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0091 ***********************************************************************
 PA0091  DESIGNATION -  3269
 PA0091  PID         -  PA0091
 PA0091  STATE/COUNTY-  OR/MALHEUR
 PA0091  USGS QUAD   -  BEULAH (1990)
 PA0091
 PA0091                         *CURRENT SURVEY CONTROL
 PA0091  ___________________________________________________________________
 PA0091* NAD 83(1986)-  43 54 32.     (N)    118 09 08.     (W)     SCALED    
 PA0091* NAVD 88     -       999.80   (+/-2cm)    3280.2    (feet)  VERTCON   
 PA0091  ___________________________________________________________________
 PA0091  GEOID HEIGHT-         -18.06  (meters)                     GEOID03
 PA0091  VERT ORDER  -  THIRD (See Below)
 PA0091
 PA0091.The horizontal coordinates were scaled from a topographic map and have
 PA0091.an estimated accuracy of +/- 6 seconds.
 PA0091
 PA0091.The NAVD 88 height was computed by applying the VERTCON shift value to
 PA0091.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PA0091.The vertical order pertains to the NGVD 29 superseded value.
 PA0091
 PA0091.The geoid height was determined by GEOID03.
 PA0091
 PA0091;                    North         East    Units  Estimated Accuracy
 PA0091;SPC OR S     -   251,720.    1,688,570.      MT  (+/- 180 meters Scaled)
 PA0091
 PA0091                          SUPERSEDED SURVEY CONTROL
 PA0091
 PA0091  NGVD 29 (??/??/??)  998.67   (m)         3276.5    (f) RESET       3  
 PA0091
 PA0091.Superseded values are not recommended for survey control.
 PA0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0091.See file dsdata.txt to determine how the superseded data were derived.
 PA0091
 PA0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ074623(NAD 83)
 PA0091_MARKER: P = PIPE CAP
 PA0091_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PA0091_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PA0091_STAMPING: 3276.73 H 1903
 PA0091_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PA0091
 PA0091  HISTORY     - Date     Condition        Report By
 PA0091  HISTORY     - 1903     MONUMENTED       USGS
 PA0091  HISTORY     - 1935     GOOD             NGS
 PA0091  HISTORY     - 1944     MARK NOT FOUND   NGS
 PA0091
 PA0091                          STATION DESCRIPTION
 PA0091
 PA0091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PA0091'IN BEULAH.
 PA0091'AT BEULAH, MALHEUR COUNTY, ABOUT 500 FEET EAST OF THE DAM, AT THE
 PA0091'NORTH EDGE OF THE FLAT, 24.5 FEET IN AZIMUTH 110 DEGREES FROM THE MOST
 PA0091'WESTERLY CORNER OF THE GATE KEEPERS COTTAGE, 5 FEET WEST OF A 16 INCH
 PA0091'POPLAR TREE, 9 1/2 FEET SOUTHEAST OF THE END OF THE WALK, AT THE TOE
 PA0091'OF A SMALL CUT BANK AND ABOUT 2 INCHES UNDERGROUND.  A UNITED STATES
 PA0091'GEOLOGICAL SURVEY STANDARD CAP STAMPED 3276.73 H 1903 AND RIVETED TO A
 PA0091'3 1/2 INCH IRON PIPE.
 PA0091
 PA0091                          STATION RECOVERY (1944)
 PA0091
 PA0091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 PA0091'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0351 ***********************************************************************
 QE0351  DESIGNATION -  327
 QE0351  PID         -  QE0351
 QE0351  STATE/COUNTY-  OR/MARION
 QE0351  USGS QUAD   -  TURNER (1986)
 QE0351
 QE0351                         *CURRENT SURVEY CONTROL
 QE0351  ___________________________________________________________________
 QE0351* NAD 83(1986)-  44 46 32.     (N)    122 56 18.     (W)     SCALED    
 QE0351* NAVD 88     -       101.239  (meters)     332.15   (feet)  POSTED    
 QE0351  ___________________________________________________________________
 QE0351  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 QE0351  DYNAMIC HT  -         101.230 (meters)     332.12  (feet)  COMP
 QE0351  MODELED GRAV-     980,544.9   (mgal)                       NAVD 88
 QE0351
 QE0351  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 QE0351
 QE0351.The horizontal coordinates were scaled from a topographic map and have
 QE0351.an estimated accuracy of +/- 6 seconds.
 QE0351
 QE0351.The orthometric height was determined by differential leveling
 QE0351.and adjusted by the  in 1992.
 QE0351.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 QE0351.rate of 0.0 thru 1.0 mm/km.
 QE0351
 QE0351.The geoid height was determined by GEOID03.
 QE0351
 QE0351.The dynamic height is computed by dividing the NAVD 88
 QE0351.geopotential number by the normal gravity value computed on the
 QE0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0351.degrees latitude (g = 980.6199 gals.).
 QE0351
 QE0351.The modeled gravity was interpolated from observed gravity values.
 QE0351
 QE0351;                    North         East    Units  Estimated Accuracy
 QE0351;SPC OR N     -   126,130.    2,307,040.      MT  (+/- 180 meters Scaled)
 QE0351
 QE0351                          SUPERSEDED SURVEY CONTROL
 QE0351
 QE0351  NGVD 29 (??/??/92)  100.203  (m)          328.75   (f) ADJ UNCH    1 2
 QE0351
 QE0351.Superseded values are not recommended for survey control.
 QE0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0351.See file dsdata.txt to determine how the superseded data were derived.
 QE0351
 QE0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ048580(NAD 83)
 QE0351_MARKER: P = PIPE CAP
 QE0351_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QE0351_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QE0351_STAMPING: PRIM TRAV STA 31 327 ORE 1903 1913
 QE0351_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0351
 QE0351  HISTORY     - Date     Condition        Report By
 QE0351  HISTORY     - 1913     MONUMENTED       USGS
 QE0351  HISTORY     - 1934     GOOD             NGS
 QE0351  HISTORY     - 1987     MARK NOT FOUND   NGS
 QE0351
 QE0351                          STATION DESCRIPTION
 QE0351
 QE0351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QE0351'1.8 MI N FROM MARION.
 QE0351'ABOUT 1.8 MILES NORTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM
 QE0351'MARION, MARION COUNTY, ABOUT 516 FEET NORTH OF THE POINT WHERE THE
 QE0351'PARALLELING ROAD CROSSES THE RAILROAD, 1 FOOT INSIDE THE WESTERN RIGHT
 QE0351'OF WAY FENCE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP STAMPED
 QE0351'PRIM TRAV STA 31 327 ORE 1903 1913 AND RIVETED ON A 3 1/2 INCH IRON
 QE0351'PIPE PROJECTING 12 INCHES ABOVE THE GROUND.
 QE0351
 QE0351                          STATION RECOVERY (1987)
 QE0351
 QE0351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE0351'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0092 ***********************************************************************
 QC0092  DESIGNATION -  3273
 QC0092  PID         -  QC0092
 QC0092  STATE/COUNTY-  OR/GRANT
 QC0092  USGS QUAD   -  JOHN DAY (1983)
 QC0092
 QC0092                         *CURRENT SURVEY CONTROL
 QC0092  ___________________________________________________________________
 QC0092* NAD 83(1986)-  44 22 30.     (N)    118 57 15.     (W)     SCALED    
 QC0092* NAVD 88     -       998.401  (meters)    3275.59   (feet)  ADJUSTED  
 QC0092  ___________________________________________________________________
 QC0092  GEOID HEIGHT-         -18.08  (meters)                     GEOID03
 QC0092  DYNAMIC HT  -         998.023 (meters)    3274.35  (feet)  COMP
 QC0092  MODELED GRAV-     980,206.3   (mgal)                       NAVD 88
 QC0092
 QC0092  VERT ORDER  -  FIRST     CLASS II
 QC0092
 QC0092.The horizontal coordinates were scaled from a topographic map and have
 QC0092.an estimated accuracy of +/- 6 seconds.
 QC0092
 QC0092.The orthometric height was determined by differential leveling
 QC0092.and adjusted in June 1991.
 QC0092
 QC0092.The geoid height was determined by GEOID03.
 QC0092
 QC0092.The dynamic height is computed by dividing the NAVD 88
 QC0092.geopotential number by the normal gravity value computed on the
 QC0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0092.degrees latitude (g = 980.6199 gals.).
 QC0092
 QC0092.The modeled gravity was interpolated from observed gravity values.
 QC0092
 QC0092;                    North         East    Units  Estimated Accuracy
 QC0092;SPC OR N     -    79,890.    2,623,190.      MT  (+/- 180 meters Scaled)
 QC0092
 QC0092                          SUPERSEDED SURVEY CONTROL
 QC0092
 QC0092  NGVD 29 (??/??/92)  997.205  (m)         3271.66   (f) ADJ UNCH    1 2
 QC0092
 QC0092.Superseded values are not recommended for survey control.
 QC0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0092.See file dsdata.txt to determine how the superseded data were derived.
 QC0092
 QC0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK443153(NAD 83)
 QC0092_MARKER: DD = SURVEY DISK
 QC0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QC0092_STAMPING: 3273 35 1929
 QC0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0092+STABILITY: SURFACE MOTION
 QC0092
 QC0092  HISTORY     - Date     Condition        Report By
 QC0092  HISTORY     - 1929     MONUMENTED       BPR
 QC0092  HISTORY     - 1935     GOOD             NGS
 QC0092  HISTORY     - 1972     MARK NOT FOUND   NGS
 QC0092  HISTORY     - 1985     MARK NOT FOUND   NGS
 QC0092
 QC0092                          STATION DESCRIPTION
 QC0092
 QC0092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 QC0092'1.2 MI S FROM CANYON CITY.
 QC0092'1.2 MILES SOUTH ALONG THE CANYON CITY-BURNS HIGHWAY FROM THE POST
 QC0092'OFFICE AT CANYON CITY, GRANT COUNTY, AT THE NORTH END OF A CURVE, 35
 QC0092'FEET WEST OF THE HIGHWAY CENTERLINE AND ABOUT 1 1/2 FEET LOWER, 24
 QC0092'FEET EAST OF THE CREEK BANK, IN THE TOP OF A CONCRETE POST.  A UNITED
 QC0092'STATES BUREAU OF PUBLIC ROADS STANDARD DISK STAMPED 3273 35 1929.
 QC0092
 QC0092                          STATION RECOVERY (1972)
 QC0092
 QC0092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 QC0092'MARK NOT FOUND.
 QC0092
 QC0092                          STATION RECOVERY (1985)
 QC0092
 QC0092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QC0092'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1485 ***********************************************************************
 RC1485  DESIGNATION -  3287
 RC1485  PID         -  RC1485
 RC1485  STATE/COUNTY-  OR/CLACKAMAS
 RC1485  USGS QUAD   -  TIMOTHY LAKE (1997)
 RC1485
 RC1485                         *CURRENT SURVEY CONTROL
 RC1485  ___________________________________________________________________
 RC1485* NAD 83(1986)-  45 06 40.     (N)    121 46 07.     (W)     SCALED    
 RC1485* NAVD 88     -      1002.812  (meters)    3290.06   (feet)  ADJUSTED  
 RC1485  ___________________________________________________________________
 RC1485  GEOID HEIGHT-         -21.05  (meters)                     GEOID03
 RC1485  DYNAMIC HT  -        1002.563 (meters)    3289.24  (feet)  COMP
 RC1485  MODELED GRAV-     980,334.1   (mgal)                       NAVD 88
 RC1485
 RC1485  VERT ORDER  -  SECOND    CLASS 0
 RC1485
 RC1485.The horizontal coordinates were scaled from a topographic map and have
 RC1485.an estimated accuracy of +/- 6 seconds.
 RC1485
 RC1485.The orthometric height was determined by differential leveling
 RC1485.and adjusted in June 1991.
 RC1485
 RC1485.The geoid height was determined by GEOID03.
 RC1485
 RC1485.The dynamic height is computed by dividing the NAVD 88
 RC1485.geopotential number by the normal gravity value computed on the
 RC1485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1485.degrees latitude (g = 980.6199 gals.).
 RC1485
 RC1485.The modeled gravity was interpolated from observed gravity values.
 RC1485
 RC1485;                    North         East    Units  Estimated Accuracy
 RC1485;SPC OR N     -   161,290.    2,400,180.      MT  (+/- 180 meters Scaled)
 RC1485
 RC1485                          SUPERSEDED SURVEY CONTROL
 RC1485
 RC1485  NGVD 29 (??/??/92) 1001.704  (m)         3286.42   (f) ADJ UNCH    2 0
 RC1485
 RC1485.Superseded values are not recommended for survey control.
 RC1485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1485.See file dsdata.txt to determine how the superseded data were derived.
 RC1485
 RC1485_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ968960(NAD 83)
 RC1485_MARKER: N = NAIL
 RC1485_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RC1485_SP_SET: FIR TREE
 RC1485_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC1485
 RC1485  HISTORY     - Date     Condition        Report By
 RC1485  HISTORY     - UNK      MONUMENTED       USGS
 RC1485  HISTORY     - 1946     GOOD             NGS
 RC1485
 RC1485                          STATION DESCRIPTION
 RC1485
 RC1485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RC1485'1.5 MI W FROM CLACKAMAS RANGER STA.
 RC1485'ABOUT 1.5 MILES WEST ALONG THE OAK GROVE FOREST SERVICE TRAIL FROM THE
 RC1485'CLACKAMAS RANGER STATION, 6 FEET SOUTH OF THE CENTER LINE OF THE
 RC1485'TRAIL, A COPPER NAIL AND WASHER SET IN THE BASE OF A 24-INCH FIR TREE,
 RC1485'ABOUT 2 FEET ABOVE THE SURFACE OF THE TRAIL.  USGS BM PAINTED ON THE
 RC1485'NORTH SIDE OF THE TREE WHICH CAN EASILY BE SEEN FROM THE TRAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0278 ***********************************************************************
 PC0278  DESIGNATION -  329 B=Q 10
 PC0278  PID         -  PC0278
 PC0278  STATE/COUNTY-  OR/DOUGLAS
 PC0278  USGS QUAD   -  DRAIN (1987)
 PC0278
 PC0278                         *CURRENT SURVEY CONTROL
 PC0278  ___________________________________________________________________
 PC0278* NAD 83(1986)-  43 37 34.     (N)    123 17 30.     (W)     SCALED    
 PC0278* NAVD 88     -       101.737  (meters)     333.78   (feet)  ADJUSTED  
 PC0278  ___________________________________________________________________
 PC0278  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 PC0278  DYNAMIC HT  -         101.723 (meters)     333.74  (feet)  COMP
 PC0278  MODELED GRAV-     980,476.7   (mgal)                       NAVD 88
 PC0278
 PC0278  VERT ORDER  -  FIRST     CLASS II
 PC0278
 PC0278.The horizontal coordinates were scaled from a topographic map and have
 PC0278.an estimated accuracy of +/- 6 seconds.
 PC0278
 PC0278.The orthometric height was determined by differential leveling
 PC0278.and adjusted in June 1991.
 PC0278.WARNING-Repeat measurements at this control monument indicate possible
 PC0278.vertical movement.
 PC0278
 PC0278.The geoid height was determined by GEOID03.
 PC0278
 PC0278.The dynamic height is computed by dividing the NAVD 88
 PC0278.geopotential number by the normal gravity value computed on the
 PC0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0278.degrees latitude (g = 980.6199 gals.).
 PC0278
 PC0278.The modeled gravity was interpolated from observed gravity values.
 PC0278
 PC0278;                    North         East    Units  Estimated Accuracy
 PC0278;SPC OR S     -   221,420.    1,274,750.      MT  (+/- 180 meters Scaled)
 PC0278
 PC0278                          SUPERSEDED SURVEY CONTROL
 PC0278
 PC0278  NGVD 29 (??/??/92)  100.630  (m)          330.15   (f) ADJ UNCH    1 2
 PC0278
 PC0278.Superseded values are not recommended for survey control.
 PC0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0278.See file dsdata.txt to determine how the superseded data were derived.
 PC0278
 PC0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP764303(NAD 83)
 PC0278_MARKER: DB = BENCH MARK DISK
 PC0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0278_SP_SET: CONCRETE POST
 PC0278_STAMPING: Q 10 329 B 1903
 PC0278_MARK LOGO: USGS  
 PC0278_PROJECTION: PROJECTING 23 CENTIMETERS
 PC0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0278+STABILITY: SURFACE MOTION
 PC0278
 PC0278  HISTORY     - Date     Condition        Report By
 PC0278  HISTORY     - 1903     MONUMENTED       USGS
 PC0278  HISTORY     - 1954     GOOD             NGS
 PC0278  HISTORY     - 1987     POOR             NGS
 PC0278
 PC0278                          STATION DESCRIPTION
 PC0278
 PC0278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 PC0278'3.4 MI S FROM DRAIN.
 PC0278'3.4 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 PC0278'STATION AT DRAIN, 121 1/2 FEET SOUTHEAST OF AND ACROSS THE TRACK FROM
 PC0278'THE SOUTHEAST CORNER OF THE CONCRETE BASE FOR SEMAPHORE 605.1, 25.5
 PC0278'FEET EAST OF THE EAST RAIL, 11 1/2 FEET SOUTHEAST OF A TELEPHONE POLE,
 PC0278'2.2 FEET WEST OF A FENCE, 1.8 FEET NORTH OF A WITNESS POST, ABOUT 1
 PC0278'1/2 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 PC0278'PROJECTING 1.2 FEET ABOVE THE GROUND.
 PC0278
 PC0278                          STATION RECOVERY (1987)
 PC0278
 PC0278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PC0278'RECOVERED IN POOR CONDITION.  A NEW DESCRIPTION FOLLOWS.  5.6 KM
 PC0278'(3.50 MI) SOUTHERLY ALONG STATE HIGHWAY 99 FROM THE EAST JUNCTION OF B
 PC0278'STREET IN DRAIN, 33.5 M (109.9 FT) SOUTHEAST OF BENCH MARK K 739,
 PC0278'26.9 M (88.3 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 7.8 M
 PC0278'(25.6 FT) NORTHEAST OF THE NEAR RAIL OF THE SOUTHERN PACIFIC RAILROAD,
 PC0278'AND 3.4 M (11.2 FT) EAST OF A UTILITY POLE.  NOTE--THE MONUMENT HAS
 PC0278'BEEN HIT AND HAS NO RESISTANCE TO MOVEMENT.
 PC0278'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 PC0278'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0349 ***********************************************************************
 QD0349  DESIGNATION -  3297
 QD0349  PID         -  QD0349
 QD0349  STATE/COUNTY-  OR/CROOK
 QD0349  USGS QUAD   -  PILOT BUTTE (1992)
 QD0349
 QD0349                         *CURRENT SURVEY CONTROL
 QD0349  ___________________________________________________________________
 QD0349* NAD 83(1986)-  44 10 30.     (N)    120 32 41.     (W)     SCALED    
 QD0349* NAVD 88     -      1005.765  (meters)    3299.75   (feet)  ADJUSTED  
 QD0349  ___________________________________________________________________
 QD0349  GEOID HEIGHT-         -19.74  (meters)                     GEOID03
 QD0349  DYNAMIC HT  -        1005.407 (meters)    3298.57  (feet)  COMP
 QD0349  MODELED GRAV-     980,228.4   (mgal)                       NAVD 88
 QD0349
 QD0349  VERT ORDER  -  FIRST     CLASS II
 QD0349
 QD0349.The horizontal coordinates were scaled from a topographic map and have
 QD0349.an estimated accuracy of +/- 6 seconds.
 QD0349
 QD0349.The orthometric height was determined by differential leveling
 QD0349.and adjusted in June 1991.
 QD0349
 QD0349.The geoid height was determined by GEOID03.
 QD0349
 QD0349.The dynamic height is computed by dividing the NAVD 88
 QD0349.geopotential number by the normal gravity value computed on the
 QD0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0349.degrees latitude (g = 980.6199 gals.).
 QD0349
 QD0349.The modeled gravity was interpolated from observed gravity values.
 QD0349
 QD0349;                    North         East    Units  Estimated Accuracy
 QD0349;SPC OR S     -   278,650.    1,496,420.      MT  (+/- 180 meters Scaled)
 QD0349
 QD0349                          SUPERSEDED SURVEY CONTROL
 QD0349
 QD0349  NGVD 29 (??/??/92) 1004.63   (m)         3296.0    (f) COMPUTED    1 2
 QD0349
 QD0349.Superseded values are not recommended for survey control.
 QD0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0349.See file dsdata.txt to determine how the superseded data were derived.
 QD0349
 QD0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP962942(NAD 83)
 QD0349_MARKER: P = PIPE CAP
 QD0349_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QD0349_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QD0349_STAMPING: 3297 H 1903
 QD0349_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0349
 QD0349  HISTORY     - Date     Condition        Report By
 QD0349  HISTORY     - 1903     MONUMENTED       USGS
 QD0349  HISTORY     - 1935     GOOD             NGS
 QD0349
 QD0349                          STATION DESCRIPTION
 QD0349
 QD0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 QD0349'21.8 MI SE FROM PRINEVILLE.
 QD0349'ON THE CROOKED RIVER HIGHWAY, 21.8 MILES SOUTHEAST ALONG THE
 QD0349'PRINEVILLE-PAULINA ROAD FROM PRINEVILLE, CROOK COUNTY, 4.3 MILES EAST
 QD0349'FO ITS WESTERN JUNCTION WITH THE HIGHWAY, AT A CURVE, 31 FEET
 QD0349'NORTHWEST OF THE CORNER OF THE HOUSE AT RIVERSIDE RANCH, 1 FOOT INSIDE
 QD0349'THE YARD FENCE, 24 FEET WEST OF THE GATE, 48 FEET WEST OF A LONE 16
 QD0349'INCH JUNIPER TREE, 32 FEET SOUTHEAST OF THE HIGHWAY CENTERLINE. A
 QD0349'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP STAMPED 3297 H 1903 AND
 QD0349'RIVETED TO A 3 1/2 INCH IRON PIPE ENCASED IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0350 ***********************************************************************
 QD0350  DESIGNATION -  3297 RESET
 QD0350  PID         -  QD0350
 QD0350  STATE/COUNTY-  OR/CROOK
 QD0350  USGS QUAD   -  PILOT BUTTE (1992)
 QD0350
 QD0350                         *CURRENT SURVEY CONTROL
 QD0350  ___________________________________________________________________
 QD0350* NAD 83(1986)-  44 10 30.     (N)    120 32 41.     (W)     SCALED    
 QD0350* NAVD 88     -      1005.77   (+/-2cm)    3299.8    (feet)  VERTCON   
 QD0350  ___________________________________________________________________
 QD0350  GEOID HEIGHT-         -19.74  (meters)                     GEOID03
 QD0350  VERT ORDER  -  ? (See Below)
 QD0350
 QD0350.The horizontal coordinates were scaled from a topographic map and have
 QD0350.an estimated accuracy of +/- 6 seconds.
 QD0350
 QD0350.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD0350.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD0350.The vertical order pertains to the NGVD 29 superseded value.
 QD0350
 QD0350.The geoid height was determined by GEOID03.
 QD0350
 QD0350;                    North         East    Units  Estimated Accuracy
 QD0350;SPC OR S     -   278,650.    1,496,420.      MT  (+/- 180 meters Scaled)
 QD0350
 QD0350                          SUPERSEDED SURVEY CONTROL
 QD0350
 QD0350  NGVD 29 (??/??/92) 1004.630  (m)         3296.02   (f) ADJ UNCH    ?  
 QD0350
 QD0350.Superseded values are not recommended for survey control.
 QD0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0350.See file dsdata.txt to determine how the superseded data were derived.
 QD0350
 QD0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP962942(NAD 83)
 QD0350_MARKER: P = PIPE CAP
 QD0350_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QD0350_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QD0350_STAMPING: 3297 H 1903
 QD0350_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0350
 QD0350  HISTORY     - Date     Condition        Report By
 QD0350  HISTORY     - 1934     MONUMENTED       ORDT
 QD0350  HISTORY     - 1941     GOOD             NGS
 QD0350
 QD0350                          STATION DESCRIPTION
 QD0350
 QD0350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QD0350'21.8 MI SE FROM PRINEVILLE.
 QD0350'ABOUT 21.8 MILES SOUTHEAST OF PRINEVILLE, ALONG THE COUNTY ROAD AND
 QD0350'CROOKED RIVER HIGHWAY, ABOUT 4.5 MILES EAST OF JUNCTION OF THE TWO
 QD0350'ROADS, AT THE RIVERSIDE RANCH, 31 FEET NORTHWEST OF CORNER OF HOUSE, 9
 QD0350'FEET EAST OF THE NORTHWEST CORNER OF FENCE AROUND HOUSE.  AN IRON PIPE
 QD0350'WITH CAP STAMPED 3297 H 1903 SET IN CONCRETE RESET 1934 BY OREGON
 QD0350'STATE HIGHWAY DEPARTMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0832 ***********************************************************************
 RB0832  DESIGNATION -  33
 RB0832  PID         -  RB0832
 RB0832  STATE/COUNTY-  OR/MORROW
 RB0832  USGS QUAD   -  CHAPIN CREEK (1995)
 RB0832
 RB0832                         *CURRENT SURVEY CONTROL
 RB0832  ___________________________________________________________________
 RB0832* NAD 83(1986)-  45 03 30.     (N)    119 39 58.     (W)     SCALED    
 RB0832* NAVD 88     -      1169.14   (+/-2cm)    3835.8    (feet)  VERTCON   
 RB0832  ___________________________________________________________________
 RB0832  GEOID HEIGHT-         -19.58  (meters)                     GEOID03
 RB0832  VERT ORDER  -  ? (See Below)
 RB0832
 RB0832.The horizontal coordinates were scaled from a topographic map and have
 RB0832.an estimated accuracy of +/- 6 seconds.
 RB0832
 RB0832.The NAVD 88 height was computed by applying the VERTCON shift value to
 RB0832.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RB0832.The vertical order pertains to the NGVD 29 superseded value.
 RB0832
 RB0832.The geoid height was determined by GEOID03.
 RB0832
 RB0832;                    North         East    Units  Estimated Accuracy
 RB0832;SPC OR N     -   154,980.    2,565,680.      MT  (+/- 180 meters Scaled)
 RB0832
 RB0832                          SUPERSEDED SURVEY CONTROL
 RB0832
 RB0832  NGVD 29 (??/??/92) 1167.941  (m)         3831.82   (f) ADJ UNCH    ?  
 RB0832
 RB0832.Superseded values are not recommended for survey control.
 RB0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0832.See file dsdata.txt to determine how the superseded data were derived.
 RB0832
 RB0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKK900928(NAD 83)
 RB0832_MARKER: DD = SURVEY DISK
 RB0832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0832_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0832_STAMPING: 3832 32A 33 1928
 RB0832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0832+STABILITY: SURFACE MOTION
 RB0832
 RB0832  HISTORY     - Date     Condition        Report By
 RB0832  HISTORY     - 1928     MONUMENTED       BPR
 RB0832  HISTORY     - 1962     GOOD             NGS
 RB0832
 RB0832                          STATION DESCRIPTION
 RB0832
 RB0832'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RB0832'10.4 MI S FROM HARDMAN.
 RB0832'REACHED FROM THE POST OFFICE AT HARDMAN GO SOUTH ON STATE HIGHWAY 207
 RB0832'FOR ABOUT 10.4 MILES, (THIS IS ABOUT 0.1 MILE SOUTH OF A ROAD ON THE
 RB0832'RIGHT LEADING TO THE SOUTHWEST,) 42 FEET EAST OF THE CENTER LINE OF
 RB0832'THE HIGHWAY, 26 FEET SOUTH OF THE EAST END OF A 24-INCH TUBE CULVERT
 RB0832'THAT IS UNDER THE HIGHWAY, 35 FEET WEST OF A FENCE, ABOUT 200 FEET
 RB0832'SOUTH OF BENCH MARK Z 88, ABOUT THE SAME ELEVATION AS THE CENTER LINE
 RB0832'OF THE HIGHWAY, AND 1 FOOT SOUTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0139 ***********************************************************************
 PB0139  DESIGNATION -  33
 PB0139  PID         -  PB0139
 PB0139  STATE/COUNTY-  OR/DESCHUTES
 PB0139  USGS QUAD   -  BROTHERS (1967)
 PB0139
 PB0139                         *CURRENT SURVEY CONTROL
 PB0139  ___________________________________________________________________
 PB0139* NAD 83(1986)-  43 48 31.     (N)    120 36 03.     (W)     SCALED    
 PB0139* NAVD 88     -      1417.852  (meters)    4651.74   (feet)  ADJUSTED  
 PB0139  ___________________________________________________________________
 PB0139  GEOID HEIGHT-         -19.87  (meters)                     GEOID03
 PB0139  DYNAMIC HT  -        1417.188 (meters)    4649.56  (feet)  COMP
 PB0139  MODELED GRAV-     980,100.4   (mgal)                       NAVD 88
 PB0139
 PB0139  VERT ORDER  -  FIRST     CLASS II
 PB0139
 PB0139.The horizontal coordinates were scaled from a topographic map and have
 PB0139.an estimated accuracy of +/- 6 seconds.
 PB0139
 PB0139.The orthometric height was determined by differential leveling
 PB0139.and adjusted in June 1991.
 PB0139
 PB0139.The geoid height was determined by GEOID03.
 PB0139
 PB0139.The dynamic height is computed by dividing the NAVD 88
 PB0139.geopotential number by the normal gravity value computed on the
 PB0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0139.degrees latitude (g = 980.6199 gals.).
 PB0139
 PB0139.The modeled gravity was interpolated from observed gravity values.
 PB0139
 PB0139;                    North         East    Units  Estimated Accuracy
 PB0139;SPC OR S     -   237,940.    1,491,890.      MT  (+/- 180 meters Scaled)
 PB0139
 PB0139                          SUPERSEDED SURVEY CONTROL
 PB0139
 PB0139  NGVD 29 (??/??/92) 1416.650  (m)         4647.79   (f) ADJ UNCH    1 2
 PB0139
 PB0139.Superseded values are not recommended for survey control.
 PB0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0139.See file dsdata.txt to determine how the superseded data were derived.
 PB0139
 PB0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP929534(NAD 83)
 PB0139_MARKER: DD = SURVEY DISK
 PB0139_SETTING: 80 = SET IN A BOULDER
 PB0139_SP_SET: IN DRILL HOLE IN P. E. BOULDER
 PB0139_STAMPING: 33 1927 4648
 PB0139_MARK LOGO: ORDT  
 PB0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0139+STABILITY: SURFACE MOTION
 PB0139_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PB0139+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2008
 PB0139
 PB0139  HISTORY     - Date     Condition        Report By
 PB0139  HISTORY     - 1927     MONUMENTED       ORDT
 PB0139  HISTORY     - 1943     GOOD             NGS
 PB0139  HISTORY     - 19890824 GOOD             NGS
 PB0139  HISTORY     - 20081026 GOOD             INDIV
 PB0139
 PB0139                          STATION DESCRIPTION
 PB0139
 PB0139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PB0139'0.4 MI SE FROM BROTHERS.
 PB0139'THIS MARK IS ABOUT 0.4 MILE SOUTHEAST OF BROTHERS, DESCHUTES COUNTY,
 PB0139'0.25 MILE SOUTH OF U.S. HIGHWAY 20, ABOUT 500 FEET WEST OF A
 PB0139'NORTH-SOUTH ROAD WHICH LEADS SOUTH TO THE OLD BEND-BURNS ROAD, SET IN
 PB0139'THE TOP OF A SMALL ROCK OUTCROP, 2.0 FEET EAST OF A WHITE REFERENCE
 PB0139'POST.
 PB0139
 PB0139                          STATION RECOVERY (1989)
 PB0139
 PB0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 PB0139'A WITNESS POST WAS PUT 0.4 M (1.3 FT) WEST.
 PB0139'THE MARK IS 175 METERS SOUTHWEST OF A FENCE CORNER.
 PB0139'DESCRIBED BY L.L. RIGGERS.
 PB0139
 PB0139                          STATION RECOVERY (2008)
 PB0139
 PB0139'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008
 PB0139'THE 1943 WHITE REFERENCE POST IS GONE.  THE WITNESS POST PLACED BY NGS
 PB0139'IN 1989 IS AN ORANGE FIBERGLASS 'CARSONITE' TYPE POST WITH STANDARD
 PB0139'NGS MONUMENT STICKER AFFIXED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0081 ***********************************************************************
 NZ0081  DESIGNATION -  33
 NZ0081  PID         -  NZ0081
 NZ0081  STATE/COUNTY-  OR/KLAMATH
 NZ0081  USGS QUAD   -  LAKE OF THE WOODS NO (1985)
 NZ0081
 NZ0081                         *CURRENT SURVEY CONTROL
 NZ0081  ___________________________________________________________________
 NZ0081* NAD 83(1986)-  42 23 03.     (N)    122 12 39.     (W)     SCALED    
 NZ0081* NAVD 88     -      1515.58   (+/-2cm)    4972.4    (feet)  VERTCON   
 NZ0081  ___________________________________________________________________
 NZ0081  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 NZ0081  VERT ORDER  -  ? (See Below)
 NZ0081
 NZ0081.The horizontal coordinates were scaled from a topographic map and have
 NZ0081.an estimated accuracy of +/- 6 seconds.
 NZ0081
 NZ0081.The NAVD 88 height was computed by applying the VERTCON shift value to
 NZ0081.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NZ0081.The vertical order pertains to the NGVD 29 superseded value.
 NZ0081
 NZ0081.The geoid height was determined by GEOID03.
 NZ0081
 NZ0081;                    North         East    Units  Estimated Accuracy
 NZ0081;SPC OR S     -    81,140.    1,359,120.      MT  (+/- 180 meters Scaled)
 NZ0081
 NZ0081                          SUPERSEDED SURVEY CONTROL
 NZ0081
 NZ0081  NGVD 29 (??/??/92) 1514.366  (m)         4968.38   (f) ADJ UNCH    ?  
 NZ0081
 NZ0081.Superseded values are not recommended for survey control.
 NZ0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0081.See file dsdata.txt to determine how the superseded data were derived.
 NZ0081
 NZ0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM649927(NAD 83)
 NZ0081_MARKER: DD = SURVEY DISK
 NZ0081_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NZ0081_SP_SET: FIR TREE
 NZ0081_STAMPING: 4968 BM 33
 NZ0081_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0081
 NZ0081  HISTORY     - Date     Condition        Report By
 NZ0081  HISTORY     - UNK      MONUMENTED       USGS
 NZ0081  HISTORY     - 1908     GOOD             USGS
 NZ0081  HISTORY     - 1934     MARK NOT FOUND   NGS
 NZ0081
 NZ0081                          STATION DESCRIPTION
 NZ0081
 NZ0081'DESCRIBED BY US GEOLOGICAL SURVEY 1908
 NZ0081'IN LAKE OF THE WOODS.
 NZ0081'NEAR THE NORTHEAST CORNER OF LAKE OF THE WOODS, KLAMATH COUNTY, NEAR
 NZ0081'THE SOUTHWEST END OF A FLAT, NORTH OF THE ROAD, IN THE BASE OF A
 NZ0081'36-INCH FIR TREE MARKED WITH A TRIANGULAR BLAZE AND AN ALUMINUM TAG
 NZ0081'STAMPED 4968 BM 33.  A NAIL.
 NZ0081
 NZ0081                          STATION RECOVERY (1934)
 NZ0081
 NZ0081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 NZ0081'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3709 ***********************************************************************
 RD3709  DESIGNATION -  33
 RD3709  PID         -  RD3709
 RD3709  STATE/COUNTY-  OR/MULTNOMAH
 RD3709  USGS QUAD   -  LINNTON (1990)
 RD3709
 RD3709                         *CURRENT SURVEY CONTROL
 RD3709  ___________________________________________________________________
 RD3709* NAD 83(1991)-  45 35 14.45802(N)    122 45 47.79131(W)     ADJUSTED  
 RD3709* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 RD3709  ___________________________________________________________________
 RD3709  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 RD3709  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 RD3709  HORZ ORDER  -  THIRD
 RD3709
 RD3709.The horizontal coordinates were established by classical geodetic methods
 RD3709.and adjusted by the National Geodetic Survey in October 1991.
 RD3709
 RD3709.The orthometric height was scaled from a topographic map.
 RD3709
 RD3709.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3709
 RD3709.The geoid height was determined by GEOID03.
 RD3709
 RD3709;                    North         East     Units Scale Factor Converg.
 RD3709;SPC OR N     -   215,905.292 2,323,417.517   MT  0.99992125   -1 36 18.3
 RD3709;SPC OR N     -   708,350.70  7,622,760.88   iFT  0.99992125   -1 36 18.3
 RD3709;SPC WA S     -    30,768.477   323,393.299   MT  1.00006482   -1 38 38.5
 RD3709;SPC WA S     -   100,946.24  1,060,999.52   sFT  1.00006482   -1 38 38.5
 RD3709;UTM  10      - 5,048,228.098   518,465.918   MT  0.99960419   +0 10 08.7
 RD3709
 RD3709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3709!SPC OR N     -   1.00000248  x   0.99992125  =   0.99992373
 RD3709!SPC WA S     -   1.00000248  x   1.00006482  =   1.00006730
 RD3709!UTM  10      -   1.00000248  x   0.99960419  =   0.99960667
 RD3709
 RD3709:                Primary Azimuth Mark                     Grid Az
 RD3709:SPC OR N     -  35                                       133 46 19.7
 RD3709:SPC WA S     -  35                                       133 48 39.9
 RD3709:UTM  10      -  35                                       131 59 52.7
 RD3709
 RD3709|---------------------------------------------------------------------|
 RD3709| PID    Reference Object                     Distance      Geod. Az  |
 RD3709|                                                           dddmmss.s |
 RD3709| RD3712 35                                  APPROX. 0.5 KM 1321001.4 |
 RD3709|---------------------------------------------------------------------|
 RD3709
 RD3709                          SUPERSEDED SURVEY CONTROL
 RD3709
 RD3709  NAD 83(1986)-  45 35 14.47739(N)    122 45 47.79409(W) AD(       ) 3
 RD3709  NAD 27      -  45 35 15.05300(N)    122 45 43.43400(W) AD(       ) 3
 RD3709
 RD3709.Superseded values are not recommended for survey control.
 RD3709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3709.See file dsdata.txt to determine how the superseded data were derived.
 RD3709
 RD3709_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1846648228(NAD 83)
 RD3709
 RD3709  HISTORY     - Date     Condition        Report By
 RD3709  HISTORY     - 1899     MONUMENTED       USE
 RD3709  HISTORY     - 1960     SEE DESCRIPTION  CGS
 RD3709  HISTORY     - 19941031 MARK NOT FOUND   USPSQD
 RD3709
 RD3709                          STATION DESCRIPTION
 RD3709
 RD3709'DESCRIBED BY US ENGINEERS 1899
 RD3709'THE STATION IS MARKED BY A PIPE SET IN THE CENTER OF A
 RD3709'SQUARE BLOCK OF CONCRETE.  THE TOP OF THE BLOCK IS SMOOTHED
 RD3709'OFF AND BEARS THE LETTERS U.S.E., ONE LETTER IN EACH OF
 RD3709'THREE CORNERS.  IN THE FOURTH CORNER IS THE NUMBER BY WHICH
 RD3709'THE STATION IS KNOWN.
 RD3709
 RD3709                          STATION RECOVERY (1960)
 RD3709
 RD3709'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ANS)
 RD3709'THE STATION WAS NOT RECOVERED.
 RD3709'
 RD3709'SEXTANT ANGLES FROM EXISTING TRIANGULATION WERE OBSERVED
 RD3709'IN THE FIELD AND THE AREA INDICATED WAS THOROUGHLY
 RD3709'SEARCHED.  THE AREA FALLS ON THE NORTHEAST BANK OF THE
 RD3709'WILLAMETTE RIVER TO THE SOUTHWEST OF THE PORTLAND WOOLEN
 RD3709'MILLS, ABOUT 25 FEET FROM THE HIGH WATER LINE IN THE DUMP
 RD3709'AREA OF A SAW MILL AND ABOUT 100 YARDS NORTH OF ST. JOHNS
 RD3709'BRIDGE, IN DRIFT LOGS WHICH APPEAR TO HAVE BEEN
 RD3709'BURNED.  DIGGING AT THE POINT INDICATED BY THE INTERSECTION
 RD3709'OF SEXTANT CUTS UNCOVERED OLD SAWDUST TO A DEPTH OF ABOUT
 RD3709'2 FEET.  IT IS BELIEVED THAT THE MARK HAS BEEN DESTROYED
 RD3709'BY LUMBERING OPERATIONS.
 RD3709
 RD3709                          STATION RECOVERY (1994)
 RD3709
 RD3709'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD3709'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0637 ***********************************************************************
 NW0637  DESIGNATION -  33 BKC
 NW0637  PID         -  NW0637
 NW0637  STATE/COUNTY-  OR/MALHEUR
 NW0637  USGS QUAD   -  JACKIES BUTTE (1980)
 NW0637
 NW0637                         *CURRENT SURVEY CONTROL
 NW0637  ___________________________________________________________________
 NW0637* NAD 83(1986)-  42 31 30.     (N)    117 33 08.     (W)     SCALED    
 NW0637* NAVD 88     -      1345.589  (meters)    4414.65   (feet)  ADJUSTED  
 NW0637  ___________________________________________________________________
 NW0637  GEOID HEIGHT-         -18.00  (meters)                     GEOID03
 NW0637  DYNAMIC HT  -        1344.792 (meters)    4412.04  (feet)  COMP
 NW0637  MODELED GRAV-     979,982.4   (mgal)                       NAVD 88
 NW0637
 NW0637  VERT ORDER  -  SECOND    CLASS 0
 NW0637
 NW0637.The horizontal coordinates were scaled from a topographic map and have
 NW0637.an estimated accuracy of +/- 6 seconds.
 NW0637
 NW0637.The orthometric height was determined by differential leveling
 NW0637.and adjusted in August 1995.
 NW0637
 NW0637.The geoid height was determined by GEOID03.
 NW0637
 NW0637.The dynamic height is computed by dividing the NAVD 88
 NW0637.geopotential number by the normal gravity value computed on the
 NW0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0637.degrees latitude (g = 980.6199 gals.).
 NW0637
 NW0637.The modeled gravity was interpolated from observed gravity values.
 NW0637
 NW0637;                    North         East    Units  Estimated Accuracy
 NW0637;SPC OR S     -    99,610.    1,742,150.      MT  (+/- 180 meters Scaled)
 NW0637
 NW0637                          SUPERSEDED SURVEY CONTROL
 NW0637
 NW0637.No superseded survey control is available for this station.
 NW0637
 NW0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH546082(NAD 83)
 NW0637_MARKER: DB = BENCH MARK DISK
 NW0637_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0637_SP_SET: COPPER-CLAD STEEL ROD
 NW0637_STAMPING: 33 BKC 1973 4411
 NW0637_MARK LOGO: USGS  
 NW0637_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0637_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0637_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0637+SATELLITE: SATELLITE OBSERVATIONS - 1973
 NW0637
 NW0637  HISTORY     - Date     Condition        Report By
 NW0637  HISTORY     - 1973     MONUMENTED       USGS
 NW0637
 NW0637                          STATION DESCRIPTION
 NW0637
 NW0637'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 NW0637'FROM BURNS JUNCTION, OREGON PROCEED 12.6 MILES SOUTH ALONG U S
 NW0637'HIGHWAY 95, THENCE 10.5 MILES EAST AND 3.3 MILES SOUTH ALONG A GRAVEL
 NW0637'ROAD, THENCE 8.2 MILES EAST AND NORTHEAST ALONG A TRACK ROAD, AT A
 NW0637'T-ROAD NORTHWEST, 38 FEET DUE SOUTHEAST OF THE CENTER OF THE T-ROAD
 NW0637'JUNCTION, SET ON A 5/8-INCH COPPER-COATED ROD DRIVEN TO REFUSAL (ROD
 NW0637'DEPTH UNKNOWN) WITH THE TOP ENCASED IN 6-INCH DRAINPIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0304 ***********************************************************************
 NX0304  DESIGNATION -  33 FMK
 NX0304  PID         -  NX0304
 NX0304  STATE/COUNTY-  OR/HARNEY
 NX0304  USGS QUAD   -  IRISH LAKE (1967)
 NX0304
 NX0304                         *CURRENT SURVEY CONTROL
 NX0304  ___________________________________________________________________
 NX0304* NAD 83(1986)-  42 58 24.     (N)    118 56 57.     (W)     SCALED    
 NX0304* NAVD 88     -      1559.801  (meters)    5117.45   (feet)  ADJUSTED  
 NX0304  ___________________________________________________________________
 NX0304  GEOID HEIGHT-         -19.11  (meters)                     GEOID03
 NX0304  DYNAMIC HT  -        1558.893 (meters)    5114.47  (feet)  COMP
 NX0304  MODELED GRAV-     979,982.7   (mgal)                       NAVD 88
 NX0304
 NX0304  VERT ORDER  -  SECOND    CLASS 0
 NX0304
 NX0304.The horizontal coordinates were scaled from a topographic map and have
 NX0304.an estimated accuracy of +/- 6 seconds.
 NX0304
 NX0304.The orthometric height was determined by differential leveling
 NX0304.and adjusted in August 1995.
 NX0304
 NX0304.The geoid height was determined by GEOID03.
 NX0304
 NX0304.The dynamic height is computed by dividing the NAVD 88
 NX0304.geopotential number by the normal gravity value computed on the
 NX0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0304.degrees latitude (g = 980.6199 gals.).
 NX0304
 NX0304.The modeled gravity was interpolated from observed gravity values.
 NX0304
 NX0304;                    North         East    Units  Estimated Accuracy
 NX0304;SPC OR S     -   146,320.    1,626,490.      MT  (+/- 180 meters Scaled)
 NX0304
 NX0304                          SUPERSEDED SURVEY CONTROL
 NX0304
 NX0304.No superseded survey control is available for this station.
 NX0304
 NX0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH410596(NAD 83)
 NX0304_MARKER: DB = BENCH MARK DISK
 NX0304_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NX0304_SP_SET: COPPER-CLAD STEEL ROD
 NX0304_STAMPING: 33 FMK 1970 5113
 NX0304_MARK LOGO: USGS  
 NX0304_PROJECTION: FLUSH
 NX0304_MAGNETIC: I = MARKER IS A STEEL ROD
 NX0304_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NX0304_ROD/PIPE-DEPTH: 0.46 meters
 NX0304
 NX0304  HISTORY     - Date     Condition        Report By
 NX0304  HISTORY     - 1970     MONUMENTED       USGS
 NX0304
 NX0304                          STATION DESCRIPTION
 NX0304
 NX0304'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NX0304'FROM THE BRIDGE OVER THE NARROWS, PROCEED 12.2 MILES SOUTH ALONG
 NX0304'STATE HIGHWAY 205, THENCE 12.8 MILES SOUTHWEST ALONG THE ROAD TO
 NX0304'FOSTER LAKE AND PLUSH, 104 FEET SOUTHWEST OF THE SOUTHWEST END OF A
 NX0304'WOODEN BRIDGE, 48 FEET WEST OF THE CENTERLINE OF THE ROAD, WITNESS
 NX0304'POST SET AT BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2716 ***********************************************************************
 QE2716  DESIGNATION -  33 KJO
 QE2716  PID         -  QE2716
 QE2716  STATE/COUNTY-  OR/LINCOLN
 QE2716  USGS QUAD   -  NEWPORT SOUTH (1984)
 QE2716
 QE2716                         *CURRENT SURVEY CONTROL
 QE2716  ___________________________________________________________________
 QE2716* NAD 83(1986)-  44 31 16.     (N)    124 00 39.     (W)     SCALED    
 QE2716* NAVD 88     -        18.370  (meters)      60.27   (feet)  ADJUSTED  
 QE2716  ___________________________________________________________________
 QE2716  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 QE2716  DYNAMIC HT  -          18.369 (meters)      60.27  (feet)  COMP
 QE2716  MODELED GRAV-     980,584.7   (mgal)                       NAVD 88
 QE2716
 QE2716  VERT ORDER  -  SECOND    CLASS I
 QE2716
 QE2716.The horizontal coordinates were scaled from a topographic map and have
 QE2716.an estimated accuracy of +/- 6 seconds.
 QE2716
 QE2716.The orthometric height was determined by differential leveling
 QE2716.and adjusted in August 1995.
 QE2716
 QE2716.The geoid height was determined by GEOID03.
 QE2716
 QE2716.The dynamic height is computed by dividing the NAVD 88
 QE2716.geopotential number by the normal gravity value computed on the
 QE2716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE2716.degrees latitude (g = 980.6199 gals.).
 QE2716
 QE2716.The modeled gravity was interpolated from observed gravity values.
 QE2716
 QE2716;                    North         East    Units  Estimated Accuracy
 QE2716;SPC OR N     -   101,010.    2,220,990.      MT  (+/- 180 meters Scaled)
 QE2716
 QE2716                          SUPERSEDED SURVEY CONTROL
 QE2716
 QE2716.No superseded survey control is available for this station.
 QE2716
 QE2716_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ196302(NAD 83)
 QE2716_MARKER: DB = BENCH MARK DISK
 QE2716_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QE2716+WITH SETTING: INFORMATION.
 QE2716_SP_SET: SHALLOW-SET METAL ROD
 QE2716_STAMPING: 33 KJO 1979 57
 QE2716_MARK LOGO: USGS  
 QE2716_PROJECTION: PROJECTING 8 CENTIMETERS
 QE2716_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE2716_ROD/PIPE-DEPTH: 2.44 meters
 QE2716
 QE2716  HISTORY     - Date     Condition        Report By
 QE2716  HISTORY     - 1979     MONUMENTED       USGS
 QE2716
 QE2716                          STATION DESCRIPTION
 QE2716
 QE2716'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 QE2716'7.9 KM (4.90 MI) EAST FROM ONA BEACH STATE PARK.
 QE2716'ONA BEACH STATE PARK, 4.88 MI EAST OF.  88 FT NE OF WESTERN END OF
 QE2716'12-INCH CORRUGATED STEEL CULVERT, 20 FT E OF CENTERLINE OF RD.
 QE2716'THE MARK IS 1.2 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0349 ***********************************************************************
 NX0349  DESIGNATION -  33 LRC
 NX0349  PID         -  NX0349
 NX0349  STATE/COUNTY-  OR/HARNEY
 NX0349  USGS QUAD   -  CORPORATION RIM (1980)
 NX0349
 NX0349                         *CURRENT SURVEY CONTROL
 NX0349  ___________________________________________________________________
 NX0349* NAD 83(1986)-  42 52 29.     (N)    119 43 49.     (W)     SCALED    
 NX0349* NAVD 88     -      1566.173  (meters)    5138.35   (feet)  ADJUSTED  
 NX0349  ___________________________________________________________________
 NX0349  GEOID HEIGHT-         -19.85  (meters)                     GEOID03
 NX0349  DYNAMIC HT  -        1565.232 (meters)    5135.27  (feet)  COMP
 NX0349  MODELED GRAV-     979,964.0   (mgal)                       NAVD 88
 NX0349
 NX0349  VERT ORDER  -  SECOND    CLASS 0
 NX0349
 NX0349.The horizontal coordinates were scaled from a topographic map and have
 NX0349.an estimated accuracy of +/- 6 seconds.
 NX0349
 NX0349.The orthometric height was determined by differential leveling
 NX0349.and adjusted in August 1995.
 NX0349
 NX0349.The geoid height was determined by GEOID03.
 NX0349
 NX0349.The dynamic height is computed by dividing the NAVD 88
 NX0349.geopotential number by the normal gravity value computed on the
 NX0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0349.degrees latitude (g = 980.6199 gals.).
 NX0349
 NX0349.The modeled gravity was interpolated from observed gravity values.
 NX0349
 NX0349;                    North         East    Units  Estimated Accuracy
 NX0349;SPC OR S     -   134,480.    1,562,890.      MT  (+/- 180 meters Scaled)
 NX0349
 NX0349                          SUPERSEDED SURVEY CONTROL
 NX0349
 NX0349.No superseded survey control is available for this station.
 NX0349
 NX0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKH770505(NAD 83)
 NX0349_MARKER: DB = BENCH MARK DISK
 NX0349_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NX0349+WITH SETTING: INFORMATION.
 NX0349_SP_SET: METAL ROD DRIVEN INTO GROUND
 NX0349_STAMPING: 33 LRC 1970 5134
 NX0349_MARK LOGO: USGS  
 NX0349_MAGNETIC: I = MARKER IS A STEEL ROD
 NX0349_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NX0349
 NX0349  HISTORY     - Date     Condition        Report By
 NX0349  HISTORY     - 1970     MONUMENTED       USGS
 NX0349
 NX0349                          STATION DESCRIPTION
 NX0349
 NX0349'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NX0349'FROM WAGONTIRE, OREGON, PROCEED 4.5 MILES SOUTHWEST ALONG U S HIGHWAY
 NX0349'395 TO DRY VALLEY ROAD, THENCE 29.2 MILES SOUTH ALONG DRY VALLEY ROAD
 NX0349'TO A SMALL, BROKEN EARTH DAM, ABOUT 0.5 MILE NORTH OF THE FOSTER
 NX0349'LAKE-WARNER VALLEY-ALKALAI LAKE ROAD FORK, 26 FEET WEST OF AND 3 FEET
 NX0349'HIGHER THAN THE CENTERLINE OF THE ROAD, 3 FEET EAST OF A WITNESS
 NX0349'POST.  THE ROD DEPTH IS UNKNOWN AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0671 ***********************************************************************
 NW0671  DESIGNATION -  33 RTV
 NW0671  PID         -  NW0671
 NW0671  STATE/COUNTY-  OR/MALHEUR
 NW0671  USGS QUAD   -  PEACOCK LAKE (1982)
 NW0671
 NW0671                         *CURRENT SURVEY CONTROL
 NW0671  ___________________________________________________________________
 NW0671* NAD 83(1986)-  42 26 28.     (N)    117 29 03.     (W)     SCALED    
 NW0671* NAVD 88     -      1571.178  (meters)    5154.77   (feet)  ADJUSTED  
 NW0671  ___________________________________________________________________
 NW0671  GEOID HEIGHT-         -17.84  (meters)                     GEOID03
 NW0671  DYNAMIC HT  -        1570.182 (meters)    5151.51  (feet)  COMP
 NW0671  MODELED GRAV-     979,932.1   (mgal)                       NAVD 88
 NW0671
 NW0671  VERT ORDER  -  SECOND    CLASS 0
 NW0671
 NW0671.The horizontal coordinates were scaled from a topographic map and have
 NW0671.an estimated accuracy of +/- 6 seconds.
 NW0671
 NW0671.The orthometric height was determined by differential leveling
 NW0671.and adjusted in August 1995.
 NW0671
 NW0671.The geoid height was determined by GEOID03.
 NW0671
 NW0671.The dynamic height is computed by dividing the NAVD 88
 NW0671.geopotential number by the normal gravity value computed on the
 NW0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0671.degrees latitude (g = 980.6199 gals.).
 NW0671
 NW0671.The modeled gravity was interpolated from observed gravity values.
 NW0671
 NW0671;                    North         East    Units  Estimated Accuracy
 NW0671;SPC OR S     -    90,500.    1,748,070.      MT  (+/- 180 meters Scaled)
 NW0671
 NW0671                          SUPERSEDED SURVEY CONTROL
 NW0671
 NW0671.No superseded survey control is available for this station.
 NW0671
 NW0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG601988(NAD 83)
 NW0671_MARKER: DB = BENCH MARK DISK
 NW0671_SETTING: 66 = SET IN ROCK OUTCROP
 NW0671_SP_SET: BEDROCK
 NW0671_STAMPING: 33 RTV 1979
 NW0671_MARK LOGO: USGS  
 NW0671_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0671_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0671+STABILITY: POSITION/ELEVATION WELL
 NW0671
 NW0671  HISTORY     - Date     Condition        Report By
 NW0671  HISTORY     - 1979     MONUMENTED       USGS
 NW0671
 NW0671                          STATION DESCRIPTION
 NW0671
 NW0671'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 NW0671'FROM THE MCDERMITT, NEVADA POST OFFICE, PROCEED 15.3 MILES NORTH
 NW0671'ALONG U S HIGHWAY 95, THENCE 16.15 MILES EAST TO A ROAD JUNCTION TO
 NW0671'ANDERSON CROSSING, THENCE 12.6 MILES NORTHEAST PASSING AROUND THE
 NW0671'WEST SIDE OF A STOCK POND TO A RIDGE, 14 FEET WEST OF THE CENTERLINE
 NW0671'OF THE ROAD, 3 FEET EAST OF A FENCE, SET ON 3 FEET OF COPPER-COATED
 NW0671'ROD CEMENTED IN BEDROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0390 ***********************************************************************
 NX0390  DESIGNATION -  33 STR
 NX0390  PID         -  NX0390
 NX0390  STATE/COUNTY-  OR/HARNEY
 NX0390  USGS QUAD   -  MIRANDA FLAT (1981)
 NX0390
 NX0390                         *CURRENT SURVEY CONTROL
 NX0390  ___________________________________________________________________
 NX0390* NAD 83(1986)-  42 39 47.     (N)    118 25 54.     (W)     SCALED    
 NX0390* NAVD 88     -      1258.614  (meters)    4129.30   (feet)  ADJUSTED  
 NX0390  ___________________________________________________________________
 NX0390  GEOID HEIGHT-         -19.02  (meters)                     GEOID03
 NX0390  DYNAMIC HT  -        1257.864 (meters)    4126.84  (feet)  COMP
 NX0390  MODELED GRAV-     979,981.6   (mgal)                       NAVD 88
 NX0390
 NX0390  VERT ORDER  -  SECOND    CLASS 0
 NX0390
 NX0390.The horizontal coordinates were scaled from a topographic map and have
 NX0390.an estimated accuracy of +/- 6 seconds.
 NX0390
 NX0390.The orthometric height was determined by differential leveling
 NX0390.and adjusted in August 1995.
 NX0390
 NX0390.The geoid height was determined by GEOID03.
 NX0390
 NX0390.The dynamic height is computed by dividing the NAVD 88
 NX0390.geopotential number by the normal gravity value computed on the
 NX0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0390.degrees latitude (g = 980.6199 gals.).
 NX0390
 NX0390.The modeled gravity was interpolated from observed gravity values.
 NX0390
 NX0390;                    North         East    Units  Estimated Accuracy
 NX0390;SPC OR S     -   112,780.    1,669,540.      MT  (+/- 180 meters Scaled)
 NX0390
 NX0390                          SUPERSEDED SURVEY CONTROL
 NX0390
 NX0390.No superseded survey control is available for this station.
 NX0390
 NX0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH826243(NAD 83)
 NX0390_MARKER: DB = BENCH MARK DISK
 NX0390_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NX0390+WITH SETTING: INFORMATION.
 NX0390_SP_SET: SHALLOW-SET METAL ROD
 NX0390_STAMPING: 33 STR 1975 4125
 NX0390_MARK LOGO: USGS  
 NX0390_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NX0390
 NX0390  HISTORY     - Date     Condition        Report By
 NX0390  HISTORY     - 1975     MONUMENTED       USGS
 NX0390
 NX0390                          STATION DESCRIPTION
 NX0390
 NX0390'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 NX0390'9.7 KM (6.00 MI) NE FROM ALVORD RANCH.
 NX0390'ALVORD RANCE, 4.7 MI N OF, ALONG MAIN RD TO CATTLEGUARD, THENCE 0.1
 NX0390'MI S, THENCE 1.2 MI E TO N-S FENCE LINE.  19 FT N OF CENTERLINE OF
 NX0390'RD, 3 FT E OF FENCE.  SET ON COPPER-COATED ROD OF UNRECORDED DEPTH,
 NX0390'PROJECTING 0.2 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1089 ***********************************************************************
 QD1089  DESIGNATION -  331
 QD1089  PID         -  QD1089
 QD1089  STATE/COUNTY-  OR/LINN
 QD1089  USGS QUAD   -  SANTIAM JUNCTION (1988)
 QD1089
 QD1089                         *CURRENT SURVEY CONTROL
 QD1089  ___________________________________________________________________
 QD1089* NAD 83(1986)-  44 25 50.     (N)    121 52 52.     (W)     SCALED    
 QD1089* NAVD 88     -      1295.488  (meters)    4250.28   (feet)  ADJUSTED  
 QD1089  ___________________________________________________________________
 QD1089  GEOID HEIGHT-         -21.17  (meters)                     GEOID03
 QD1089  DYNAMIC HT  -        1295.000 (meters)    4248.68  (feet)  COMP
 QD1089  MODELED GRAV-     980,195.8   (mgal)                       NAVD 88
 QD1089
 QD1089  VERT ORDER  -  FIRST     CLASS II
 QD1089
 QD1089.The horizontal coordinates were scaled from a topographic map and have
 QD1089.an estimated accuracy of +/- 6 seconds.
 QD1089
 QD1089.The orthometric height was determined by differential leveling
 QD1089.and adjusted in June 1991.
 QD1089
 QD1089.The geoid height was determined by GEOID03.
 QD1089
 QD1089.The dynamic height is computed by dividing the NAVD 88
 QD1089.geopotential number by the normal gravity value computed on the
 QD1089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1089.degrees latitude (g = 980.6199 gals.).
 QD1089
 QD1089.The modeled gravity was interpolated from observed gravity values.
 QD1089
 QD1089;                    North         East    Units  Estimated Accuracy
 QD1089;SPC OR N     -    85,830.    2,390,040.      MT  (+/- 180 meters Scaled)
 QD1089
 QD1089                          SUPERSEDED SURVEY CONTROL
 QD1089
 QD1089  NGVD 29 (??/??/92) 1294.272  (m)         4246.29   (f) ADJ UNCH    1 2
 QD1089
 QD1089.Superseded values are not recommended for survey control.
 QD1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1089.See file dsdata.txt to determine how the superseded data were derived.
 QD1089
 QD1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ890203(NAD 83)
 QD1089_MARKER: DD = SURVEY DISK
 QD1089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD1089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QD1089_STAMPING: 4247 23 331 34
 QD1089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD1089+STABILITY: SURFACE MOTION
 QD1089
 QD1089  HISTORY     - Date     Condition        Report By
 QD1089  HISTORY     - UNK      MONUMENTED       BPR
 QD1089  HISTORY     - 1941     GOOD             NGS
 QD1089
 QD1089                          STATION DESCRIPTION
 QD1089
 QD1089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QD1089'22.90 MI NW FROM SISTERS.
 QD1089'MARK IS LOCATED ALONG U.S. HIGHWAY NO. 20, 72 FEET NORTH OF CENTER
 QD1089'LINE OF HIGHWAY, 4 FEET ABOVE HIGHWAY LEVEL, 135 FEET WEST OF B.P.R.
 QD1089'STA. POST 690, 0.25 MILE WEST OF LOST LAKE CREEK.  U.S.B.M. WITNESS
 QD1089'POST IS SET NEAR THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0494 ***********************************************************************
 QD0494  DESIGNATION -  3313 S 5
 QD0494  PID         -  QD0494
 QD0494  STATE/COUNTY-  OR/WASCO
 QD0494  USGS QUAD   -  SHANIKO SUMMIT (1987)
 QD0494
 QD0494                         *CURRENT SURVEY CONTROL
 QD0494  ___________________________________________________________________
 QD0494* NAD 83(1986)-  44 58 54.     (N)    120 51 43.     (W)     SCALED    
 QD0494* NAVD 88     -      1011.163  (meters)    3317.46   (feet)  ADJUSTED  
 QD0494  ___________________________________________________________________
 QD0494  GEOID HEIGHT-         -20.80  (meters)                     GEOID03
 QD0494  DYNAMIC HT  -        1010.901 (meters)    3316.60  (feet)  COMP
 QD0494  MODELED GRAV-     980,323.1   (mgal)                       NAVD 88
 QD0494
 QD0494  VERT ORDER  -  SECOND    CLASS 0
 QD0494
 QD0494.The horizontal coordinates were scaled from a topographic map and have
 QD0494.an estimated accuracy of +/- 6 seconds.
 QD0494
 QD0494.The orthometric height was determined by differential leveling
 QD0494.and adjusted in June 1991.
 QD0494
 QD0494.The geoid height was determined by GEOID03.
 QD0494
 QD0494.The dynamic height is computed by dividing the NAVD 88
 QD0494.geopotential number by the normal gravity value computed on the
 QD0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0494.degrees latitude (g = 980.6199 gals.).
 QD0494
 QD0494.The modeled gravity was interpolated from observed gravity values.
 QD0494
 QD0494;                    North         East    Units  Estimated Accuracy
 QD0494;SPC OR N     -   146,190.    2,471,460.      MT  (+/- 180 meters Scaled)
 QD0494
 QD0494                          SUPERSEDED SURVEY CONTROL
 QD0494
 QD0494  NGVD 29 (??/??/92) 1010.019  (m)         3313.70   (f) ADJ UNCH    2 0
 QD0494
 QD0494.Superseded values are not recommended for survey control.
 QD0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0494.See file dsdata.txt to determine how the superseded data were derived.
 QD0494
 QD0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ685831(NAD 83)
 QD0494_MARKER: DD = SURVEY DISK
 QD0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD0494_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QD0494_STAMPING: 3313-S 5 1930
 QD0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0494+STABILITY: SURFACE MOTION
 QD0494
 QD0494  HISTORY     - Date     Condition        Report By
 QD0494  HISTORY     - 1930     MONUMENTED       ORDT
 QD0494  HISTORY     - 1962     GOOD             NGS
 QD0494
 QD0494                          STATION DESCRIPTION
 QD0494
 QD0494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 QD0494'6.2 MI SW FROM SHANIKO.
 QD0494'REACHED FROM THE POST OFFICE AT SHANIKO GO SOUTHWEST ON U.S. HIGHWAY
 QD0494'197 FOR 6.2 MILES, ABOUT 220 FEET EAST OF THE CENTER LINE OF THE
 QD0494'HIGHWAY, 15 FEET WEST OF A FENCE CORNER AND ON THE SOUTH LINE OF
 QD0494'SECTION 6, T.7 S., R. 15 E., TOP OF MARK IS PROJECTING ABOUT 4 INCHES
 QD0494'ABOVE GROUND, AND IS 1 FOOT SOUTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1370 ***********************************************************************
 RC1370  DESIGNATION -  3337
 RC1370  PID         -  RC1370
 RC1370  STATE/COUNTY-  OR/CLACKAMAS
 RC1370  USGS QUAD   -  MOUNT WILSON (1996)
 RC1370
 RC1370                         *CURRENT SURVEY CONTROL
 RC1370  ___________________________________________________________________
 RC1370* NAD 83(1986)-  45 05 55.     (N)    121 45 02.     (W)     SCALED    
 RC1370* NAVD 88     -      1018.456  (meters)    3341.38   (feet)  ADJUSTED  
 RC1370  ___________________________________________________________________
 RC1370  GEOID HEIGHT-         -21.03  (meters)                     GEOID03
 RC1370  DYNAMIC HT  -        1018.193 (meters)    3340.52  (feet)  COMP
 RC1370  MODELED GRAV-     980,323.2   (mgal)                       NAVD 88
 RC1370
 RC1370  VERT ORDER  -  SECOND    CLASS 0
 RC1370
 RC1370.The horizontal coordinates were scaled from a topographic map and have
 RC1370.an estimated accuracy of +/- 6 seconds.
 RC1370
 RC1370.The orthometric height was determined by differential leveling
 RC1370.and adjusted in June 1991.
 RC1370
 RC1370.The geoid height was determined by GEOID03.
 RC1370
 RC1370.The dynamic height is computed by dividing the NAVD 88
 RC1370.geopotential number by the normal gravity value computed on the
 RC1370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1370.degrees latitude (g = 980.6199 gals.).
 RC1370
 RC1370.The modeled gravity was interpolated from observed gravity values.
 RC1370
 RC1370;                    North         East    Units  Estimated Accuracy
 RC1370;SPC OR N     -   159,880.    2,401,580.      MT  (+/- 180 meters Scaled)
 RC1370
 RC1370                          SUPERSEDED SURVEY CONTROL
 RC1370
 RC1370  NGVD 29 (??/??/92) 1017.341  (m)         3337.73   (f) ADJ UNCH    2 0
 RC1370
 RC1370.Superseded values are not recommended for survey control.
 RC1370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1370.See file dsdata.txt to determine how the superseded data were derived.
 RC1370
 RC1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ983946(NAD 83)
 RC1370_MARKER: DD = SURVEY DISK
 RC1370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC1370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC1370_STAMPING: 3337 (USGS)
 RC1370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1370+STABILITY: SURFACE MOTION
 RC1370
 RC1370  HISTORY     - Date     Condition        Report By
 RC1370  HISTORY     - UNK      MONUMENTED       USGS
 RC1370  HISTORY     - 1942     GOOD             NGS
 RC1370
 RC1370                          STATION DESCRIPTION
 RC1370
 RC1370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 RC1370'IN CLACKAMAS LAKE RANGER STA.
 RC1370'ALONG THE OREGON SKYLINE ROAD, 48 FEET EAST OF RANGER STATION OFFICE,
 RC1370'62 FEET NORTHEAST OF FIRE PLUG, 16 FEET WEST OF CENTER LINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0221 ***********************************************************************
 QD0221  DESIGNATION -  3339 H
 QD0221  PID         -  QD0221
 QD0221  STATE/COUNTY-  OR/CROOK
 QD0221  USGS QUAD   -  POST (1992)
 QD0221
 QD0221                         *CURRENT SURVEY CONTROL
 QD0221  ___________________________________________________________________
 QD0221* NAD 83(1986)-  44 09 39.     (N)    120 29 28.     (W)     SCALED    
 QD0221* NAVD 88     -      1021.621  (meters)    3351.77   (feet)  ADJUSTED  
 QD0221  ___________________________________________________________________
 QD0221  GEOID HEIGHT-         -19.66  (meters)                     GEOID03
 QD0221  DYNAMIC HT  -        1021.247 (meters)    3350.54  (feet)  COMP
 QD0221  MODELED GRAV-     980,217.9   (mgal)                       NAVD 88
 QD0221
 QD0221  VERT ORDER  -  FIRST     CLASS II
 QD0221
 QD0221.The horizontal coordinates were scaled from a topographic map and have
 QD0221.an estimated accuracy of +/- 6 seconds.
 QD0221
 QD0221.The orthometric height was determined by differential leveling
 QD0221.and adjusted in June 1991.
 QD0221
 QD0221.The geoid height was determined by GEOID03.
 QD0221
 QD0221.The dynamic height is computed by dividing the NAVD 88
 QD0221.geopotential number by the normal gravity value computed on the
 QD0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0221.degrees latitude (g = 980.6199 gals.).
 QD0221
 QD0221.The modeled gravity was interpolated from observed gravity values.
 QD0221
 QD0221;                    North         East    Units  Estimated Accuracy
 QD0221;SPC OR S     -   277,080.    1,500,710.      MT  (+/- 180 meters Scaled)
 QD0221
 QD0221                          SUPERSEDED SURVEY CONTROL
 QD0221
 QD0221  NGVD 29 (??/??/92) 1020.478  (m)         3348.02   (f) ADJ UNCH    1 2
 QD0221
 QD0221.Superseded values are not recommended for survey control.
 QD0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0221.See file dsdata.txt to determine how the superseded data were derived.
 QD0221
 QD0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGP006927(NAD 83)
 QD0221_MARKER: P = PIPE CAP
 QD0221_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QD0221_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QD0221_STAMPING: 3347.380 H 1903
 QD0221_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0221
 QD0221  HISTORY     - Date     Condition        Report By
 QD0221  HISTORY     - 1903     MONUMENTED       USGS
 QD0221  HISTORY     - 1935     GOOD             NGS
 QD0221
 QD0221                          STATION DESCRIPTION
 QD0221
 QD0221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 QD0221'0.3 MI N FROM POST.
 QD0221'0.3 MILE NORTH ALONG THE CROOKED RIVER HIGHWAY FROM THE 1935 LOCATION
 QD0221'OF THE POST OFFICE AT POST, CROOK COUNTY, 5.2 MILES EAST OF ITS
 QD0221'WESTERN JUNCTION WITH THE PRINEVILLE-PAULINA ROAD, ABOUT 340 FEET EAST
 QD0221'OF THE HIGHWAY AT A CULVERT, AT THE NORTH END OF A 0.1 MILE TANGENT,
 QD0221'AT THE EAST EDGE OF A FIELD, 12 FEET WEST OF THE EDGE OF THE ABANDONED
 QD0221'ROAD, 97 FEET SOUTH OF A WASH DOWN A SMALL CANYON, 14 FEET SOUTH OF A
 QD0221'TELEPHONE POLE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP
 QD0221'STAMPED 3347.380 H 1903 AND RIVETED TO A 3 1/2 INCH IRON PIPE SET IN
 QD0221'CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0451 ***********************************************************************
 RC0451  DESIGNATION -  3340
 RC0451  PID         -  RC0451
 RC0451  STATE/COUNTY-  OR/WASCO
 RC0451  USGS QUAD   -  SHANIKO (1971)
 RC0451
 RC0451                         *CURRENT SURVEY CONTROL
 RC0451  ___________________________________________________________________
 RC0451* NAD 83(1986)-  45 00 12.     (N)    120 45 07.     (W)     SCALED    
 RC0451* NAVD 88     -      1019.485  (meters)    3344.76   (feet)  ADJUSTED  
 RC0451  ___________________________________________________________________
 RC0451  GEOID HEIGHT-         -20.62  (meters)                     GEOID03
 RC0451  DYNAMIC HT  -        1019.228 (meters)    3343.92  (feet)  COMP
 RC0451  MODELED GRAV-     980,329.7   (mgal)                       NAVD 88
 RC0451
 RC0451  VERT ORDER  -  FIRST     CLASS II
 RC0451
 RC0451.The horizontal coordinates were scaled from a topographic map and have
 RC0451.an estimated accuracy of +/- 6 seconds.
 RC0451
 RC0451.The orthometric height was determined by differential leveling
 RC0451.and adjusted in June 1991.
 RC0451.WARNING-Repeat measurements at this control monument indicate possible
 RC0451.vertical movement.
 RC0451
 RC0451.The geoid height was determined by GEOID03.
 RC0451
 RC0451.The dynamic height is computed by dividing the NAVD 88
 RC0451.geopotential number by the normal gravity value computed on the
 RC0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0451.degrees latitude (g = 980.6199 gals.).
 RC0451
 RC0451.The modeled gravity was interpolated from observed gravity values.
 RC0451
 RC0451;                    North         East    Units  Estimated Accuracy
 RC0451;SPC OR N     -   148,560.    2,480,140.      MT  (+/- 180 meters Scaled)
 RC0451
 RC0451                          SUPERSEDED SURVEY CONTROL
 RC0451
 RC0451  NGVD 29 (??/??/92) 1018.356  (m)         3341.06   (f) ADJ UNCH    1 2
 RC0451
 RC0451.Superseded values are not recommended for survey control.
 RC0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0451.See file dsdata.txt to determine how the superseded data were derived.
 RC0451
 RC0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ771857(NAD 83)
 RC0451_MARKER: Q = CHISELED SQUARE
 RC0451_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RC0451_SP_SET: STEP
 RC0451_MARK LOGO: NONE  
 RC0451_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC0451
 RC0451  HISTORY     - Date     Condition        Report By
 RC0451  HISTORY     - UNK      MONUMENTED       ORGS
 RC0451  HISTORY     - 1934     GOOD             NGS
 RC0451  HISTORY     - 1961     GOOD             ORGS
 RC0451  HISTORY     - 1987     GOOD             NGS
 RC0451
 RC0451                          STATION DESCRIPTION
 RC0451
 RC0451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RC0451'IN SHANIKO.
 RC0451'AT THE NORTHWEST CORNER OF INTERSECTION OF FOURTH AND E STREETS, ON
 RC0451'THE NORTH END OF THE LOWER CONCRETE STEP OF THE MAIN ENTRANCE OF THE
 RC0451'COLUMBIA SOUTHERN HOTEL.
 RC0451
 RC0451                          STATION RECOVERY (1961)
 RC0451
 RC0451'RECOVERY NOTE BY OREGON GEODETIC SURVEY 1961
 RC0451'RECOVERED IN GOOD CONDITION.
 RC0451
 RC0451                          STATION RECOVERY (1987)
 RC0451
 RC0451'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RC0451'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1278 ***********************************************************************
 RC1278  DESIGNATION -  3340
 RC1278  PID         -  RC1278
 RC1278  STATE/COUNTY-  OR/CLACKAMAS
 RC1278  USGS QUAD   -  GOVERNMENT CAMP (1980)
 RC1278
 RC1278                         *CURRENT SURVEY CONTROL
 RC1278  ___________________________________________________________________
 RC1278* NAD 83(1986)-  45 18 33.     (N)    121 47 34.     (W)     SCALED    
 RC1278* NAVD 88     -      1019.420  (meters)    3344.55   (feet)  ADJUSTED  
 RC1278  ___________________________________________________________________
 RC1278  GEOID HEIGHT-         -20.94  (meters)                     GEOID03
 RC1278  DYNAMIC HT  -        1019.182 (meters)    3343.77  (feet)  COMP
 RC1278  MODELED GRAV-     980,347.3   (mgal)                       NAVD 88
 RC1278
 RC1278  VERT ORDER  -  SECOND    CLASS 0
 RC1278
 RC1278.The horizontal coordinates were scaled from a topographic map and have
 RC1278.an estimated accuracy of +/- 6 seconds.
 RC1278
 RC1278.The orthometric height was determined by differential leveling
 RC1278.and adjusted in June 1991.
 RC1278
 RC1278.The geoid height was determined by GEOID03.
 RC1278
 RC1278.The dynamic height is computed by dividing the NAVD 88
 RC1278.geopotential number by the normal gravity value computed on the
 RC1278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1278.degrees latitude (g = 980.6199 gals.).
 RC1278
 RC1278.The modeled gravity was interpolated from observed gravity values.
 RC1278
 RC1278;                    North         East    Units  Estimated Accuracy
 RC1278;SPC OR N     -   183,330.    2,398,630.      MT  (+/- 180 meters Scaled)
 RC1278
 RC1278                          SUPERSEDED SURVEY CONTROL
 RC1278
 RC1278  NGVD 29 (??/??/92) 1018.299  (m)         3340.87   (f) ADJ UNCH    2 0
 RC1278
 RC1278.Superseded values are not recommended for survey control.
 RC1278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1278.See file dsdata.txt to determine how the superseded data were derived.
 RC1278
 RC1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER946180(NAD 83)
 RC1278_MARKER: Q = CHISELED SQUARE
 RC1278_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RC1278_SP_SET: CULVERT
 RC1278_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC1278
 RC1278  HISTORY     - Date     Condition        Report By
 RC1278  HISTORY     - UNK      MONUMENTED       USGS
 RC1278  HISTORY     - 1947     GOOD             NGS
 RC1278
 RC1278                          STATION DESCRIPTION
 RC1278
 RC1278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 RC1278'3.0 MI W FROM GOVERNMENT CAMP.
 RC1278'3.0 MILES WEST ALONG STATE HIGHWAY 50 FROM THE BATTLE AXE INN AT
 RC1278'GOVERNMENT CAMP, ABOUT 100 YARDS NORTH OF YOCUM FALLS DRINKING
 RC1278'FOUNTAIN, AT THE APPROXIMATE CENTER AND ON THE TOP OF THE NORTHEAST
 RC1278'STONE CONCRETE MASONRY HEADWALL OF A 24-INCH CORRUGATED METAL PIPE
 RC1278'CULVERT, A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0449 ***********************************************************************
 RC0449  DESIGNATION -  3342 H
 RC0449  PID         -  RC0449
 RC0449  STATE/COUNTY-  OR/WASCO
 RC0449  USGS QUAD   -  SHANIKO (1971)
 RC0449
 RC0449                         *CURRENT SURVEY CONTROL
 RC0449  ___________________________________________________________________
 RC0449* NAD 83(1986)-  45 00 13.     (N)    120 45 08.     (W)     SCALED    
 RC0449* NAVD 88     -      1019.986  (meters)    3346.40   (feet)  ADJUSTED  
 RC0449  ___________________________________________________________________
 RC0449  GEOID HEIGHT-         -20.62  (meters)                     GEOID03
 RC0449  DYNAMIC HT  -        1019.729 (meters)    3345.56  (feet)  COMP
 RC0449  MODELED GRAV-     980,329.5   (mgal)                       NAVD 88
 RC0449
 RC0449  VERT ORDER  -  FIRST     CLASS II
 RC0449
 RC0449.The horizontal coordinates were scaled from a topographic map and have
 RC0449.an estimated accuracy of +/- 6 seconds.
 RC0449
 RC0449.The orthometric height was determined by differential leveling
 RC0449.and adjusted in June 1991.
 RC0449.WARNING-Repeat measurements at this control monument indicate possible
 RC0449.vertical movement.
 RC0449
 RC0449.The geoid height was determined by GEOID03.
 RC0449
 RC0449.The dynamic height is computed by dividing the NAVD 88
 RC0449.geopotential number by the normal gravity value computed on the
 RC0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0449.degrees latitude (g = 980.6199 gals.).
 RC0449
 RC0449.The modeled gravity was interpolated from observed gravity values.
 RC0449
 RC0449;                    North         East    Units  Estimated Accuracy
 RC0449;SPC OR N     -   148,590.    2,480,120.      MT  (+/- 180 meters Scaled)
 RC0449
 RC0449                          SUPERSEDED SURVEY CONTROL
 RC0449
 RC0449  NGVD 29 (??/??/92) 1018.840  (m)         3342.64   (f) ADJ UNCH    1 2
 RC0449
 RC0449.Superseded values are not recommended for survey control.
 RC0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0449.See file dsdata.txt to determine how the superseded data were derived.
 RC0449
 RC0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ771858(NAD 83)
 RC0449_MARKER: P = PIPE CAP
 RC0449_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RC0449_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RC0449_STAMPING: 3342.103 H 1904
 RC0449_MARK LOGO: USGS  
 RC0449_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC0449
 RC0449  HISTORY     - Date     Condition        Report By
 RC0449  HISTORY     - 1904     MONUMENTED       USGS
 RC0449  HISTORY     - 1961     GOOD             NGS
 RC0449  HISTORY     - 1987     GOOD             NGS
 RC0449
 RC0449                          STATION DESCRIPTION
 RC0449
 RC0449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RC0449'IN SHANIKO.
 RC0449'NEAR THE INTERSECTION OF FIFTH STREET AND E STREET, 127 FEET EAST OF
 RC0449'THE EAST SIDE OF E STREET, AND 1 FOOT WEST OF A METAL WITNESS POST. A
 RC0449'STANDARD CAP RIVETED TO THE TOP OF A 3-1/2-INCH IRON PIPE ENCASED IN
 RC0449'CONCRETE PROJECTING ABOUT 10-INCHES ABOVE GROUND.  NOTE-- IT WAS
 RC0449'REPORTED IN 1944 THAT THE CENTER OF THE CAP HAD BEEN BATTERED DOWN.
 RC0449'THE ROD WAS HELD ON THE HIGH POINT AT THE SOUTHWEST EDGE OF THE CAP.
 RC0449
 RC0449                          STATION RECOVERY (1987)
 RC0449
 RC0449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RC0449'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN SHANIKO, IN
 RC0449'THE NORTHEAST QUADRANT OF THE INTERSECTION OF FIFTH STREET AND E
 RC0449'STREET, 48.5 M (159.1 FT) EAST OF THE CENTER OF E STREET, 14.9 M
 RC0449'(48.9 FT) NORTH OF THE CENTER OF FIFTH STREET, 2.59 M (8.5 FT)
 RC0449'SOUTHEAST OF THE SOUTHEAST CORNER OF A SHED.  ROD HELD ON THE HIGH
 RC0449'POINT AT THE SOUTHWEST EDGE OF THE PIPE CAP.
 RC0449'THE MARK IS 0.24 METERS  N FROM  A WITNESS POST
 RC0449'THE MARK IS 0.5 M ABOVE FIFTH STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0795 ***********************************************************************
 PC0795  DESIGNATION -  3348 VA=BUCKHEAD
 PC0795  PID         -  PC0795
 PC0795  STATE/COUNTY-  OR/LANE
 PC0795  USGS QUAD   -  WESTFIR EAST (1986)
 PC0795
 PC0795                         *CURRENT SURVEY CONTROL
 PC0795  ___________________________________________________________________
 PC0795* NAD 83(1991)-  43 47 36.10548(N)    122 29 39.19546(W)     ADJUSTED  
 PC0795* NAVD 88     -      1027.6    (meters)    3371.     (feet)  VERTCON   
 PC0795  ___________________________________________________________________
 PC0795  LAPLACE CORR-           3.51  (seconds)                    DEFLEC99
 PC0795  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 PC0795  HORZ ORDER  -  SECOND
 PC0795
 PC0795.The horizontal coordinates were established by classical geodetic methods
 PC0795.and adjusted by the National Geodetic Survey in October 1991.
 PC0795
 PC0795.The NAVD 88 height was computed by applying the VERTCON shift value to
 PC0795.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PC0795
 PC0795.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC0795
 PC0795.The geoid height was determined by GEOID03.
 PC0795
 PC0795;                    North         East     Units Scale Factor Converg.
 PC0795;SPC OR S     -   238,155.502 1,339,519.591   MT  0.99995405   -1 21 51.6
 PC0795;SPC OR S     -   781,350.07  4,394,749.31   iFT  0.99995405   -1 21 51.6
 PC0795;UTM  10      - 4,849,046.795   540,690.879   MT  0.99962036   +0 21 00.1
 PC0795
 PC0795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC0795!SPC OR S     -   0.99984244  x   0.99995405  =   0.99979650
 PC0795!UTM  10      -   0.99984244  x   0.99962036  =   0.99946286
 PC0795
 PC0795|---------------------------------------------------------------------|
 PC0795| PID    Reference Object                     Distance      Geod. Az  |
 PC0795|                                                           dddmmss.s |
 PC0795| CD9140 BUCKHEAD RM 1                         3.667 METERS 03207     |
 PC0795| PC0793 5535 VA=HUCKLEBERRY                 APPROX.15.4 KM 0671403.4 |
 PC0795| CD9141 BUCKHEAD RM 2                         3.235 METERS 16907     |
 PC0795|---------------------------------------------------------------------|
 PC0795
 PC0795                          SUPERSEDED SURVEY CONTROL
 PC0795
 PC0795  NAD 83(1986)-  43 47 36.11371(N)    122 29 39.21406(W) AD(       ) 2
 PC0795  NAD 27      -  43 47 36.66740(N)    122 29 35.02540(W) AD(       ) 2
 PC0795  NGVD 29 (07/19/86) 1026.5    (m)         3368.     (f) VERT ANG    3  
 PC0795
 PC0795.Superseded values are not recommended for survey control.
 PC0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0795.See file dsdata.txt to determine how the superseded data were derived.
 PC0795
 PC0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP4069149047(NAD 83)
 PC0795_MARKER: H = DRILL HOLE
 PC0795_SETTING: 66 = SET IN ROCK OUTCROP
 PC0795_SP_SET: SET IN BEDROCK
 PC0795_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PC0795+STABILITY: POSITION/ELEVATION WELL
 PC0795
 PC0795  HISTORY     - Date     Condition        Report By
 PC0795  HISTORY     - 1916     MONUMENTED       USGS
 PC0795  HISTORY     - 1953     SEE DESCRIPTION  USGS
 PC0795  HISTORY     - 1955     GOOD             USGS
 PC0795  HISTORY     - 1968     SEE DESCRIPTION  CGS
 PC0795
 PC0795                          STATION DESCRIPTION
 PC0795
 PC0795'DESCRIBED BY US GEOLOGICAL SURVEY 1916
 PC0795'LOCATED 6 MI NW. OF OAKRIDGE.  ON HIGHEST POINT OF SOUTH END OF
 PC0795'BUCKHEAD MTN.  REACH BY TRAIL FROM OAKRIDGE.
 PC0795'
 PC0795'STATION MARK--ROUND HOLE 1 INCH IN DIAMETER, 2.5 INCHES DEEP IN
 PC0795'BEDROCK.
 PC0795
 PC0795                          STATION RECOVERY (1953)
 PC0795
 PC0795'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953 (CTH)
 PC0795'THE STATION IS LOCATED 6 MILES NORTHWEST OF OAK RIDGE, ON THE
 PC0795'SOUTH END OF BUCKHEAD MOUNTAIN.
 PC0795'
 PC0795'TO REACH FROM OAK RIDGE GO WEST ON STATE ROUTE 58 TO THE WEST
 PC0795'FIR JUNCTION, WHICH IS JUST BEFORE REACHING THE WILLAMETTE
 PC0795'RIVER BRIDGE, TURN RIGHT AND GO TO WEST FIR TO A COVERED BRIDGE
 PC0795'ON THE LEFT, TURN LEFT ACROSS BRIDGE, AND KEEP LEFT AFTER
 PC0795'CROSSING BRIDGE AND GO 0.6 MILE TO THE WEST BOUNDARY GUARD
 PC0795'STATION ON THE LEFT, CONTINUE FOR 0.1 MILE TO A LANE RIGHT AT A
 PC0795'SIGN BUCKHEAD MOUNTAIN CUTOFF TRAIL, AND THE END OF TRUCK
 PC0795'TRAVEL.  FROM HERE PACK UP A MAINTAINED TRAIL, PASSING THROUGH A
 PC0795'GOVERNMENT HORSE PASTURE, TO AN OPEN SLOPE ON THE RIGHT OF
 PC0795'TRAIL, AND A LOW ROCK BLUFF ON THE RIGHT, HERE PACK
 PC0795'EASTERLY UP STEEP SLOPE TO THE TOP OF THE ROCK BLUFF, AND
 PC0795'STATION SITE.  PACK TIME ABOUT 2 HOURS, AND 15 MINUTES.
 PC0795'
 PC0795'THE STATION MARK STAMPED 3348 VA-S 1923 IS A STANDARD
 PC0795'U.S. GEOLOGICAL SURVEY BENCH MARK SET IN A DRILL HOLE IN
 PC0795'OUTCROPPING BEDROCK.
 PC0795'
 PC0795'REFERENCE MARK NO. 1 STAMPED BUCKHEAD USGS NO 1 1953 IS A
 PC0795'STANDARD DISK SET IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 PC0795'
 PC0795'REFERENCE MARK NO. 2 STAMPED BUCKHEAD USGS NO 2 1953 IS A
 PC0795'STANDARD DISK SET IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 PC0795'
 PC0795'NO AZIMUTH MARK WAS SET.
 PC0795
 PC0795                          STATION RECOVERY (1955)
 PC0795
 PC0795'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 PC0795'RECOVERED AS DESCRIBED BY USGS.  ALSO RECOVERED BY NGS IN 1953.
 PC0795'
 PC0795'STATION MARK--STANDARD BM TABLET STAMPED---3348 VA-S 1923---, IN
 PC0795'DRILL HOLE IN OUTCROPPING BEDROCK.
 PC0795'
 PC0795'RM 1--NGS DISK STAMPED---BUCKHEAD USGS NO 1 1953---, IN DRILL HOLE
 PC0795'IN OUTCROPPING BEDROCK.
 PC0795'
 PC0795'RM 2--NGS DISK STAMPED---BUCKHEAD USGS NO 2 1953---, IN DRILL HOLE
 PC0795'IN OUTCROPPING BEDROCK.
 PC0795
 PC0795                          STATION RECOVERY (1968)
 PC0795
 PC0795'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (NET)
 PC0795'THE STATION MARK, STAMPED 3348 VA-S 1923 WAS RECOVERED AS
 PC0795'DESCRIBED.  THE REFERENCE MARKS WERE SEARCHED FOR BUT NOT
 PC0795'RECOVERED.  THE FOLLOWING IS A NEW TO REACH.
 PC0795'
 PC0795'TO REACH THE STATION FROM OAKRIDGE GO NORTHWEST ON STATE
 PC0795'HIGHWAY 58 FOR 2.1 MILES TO WESTFIR JUNCTION, JUST BEFORE
 PC0795'REACHING THE WILLAMETTE RIVER BRIDGE, TURN RIGHT TOWARD
 PC0795'WESTFIR FOR 2.1 MILES TO THE BRIDGE ACROSS NORTH FORK OF
 PC0795'WILLAMETTE RIVER, CROSS BRIDGE THEN TURN LEFT AND GO NORTH ON
 PC0795'THE MACADAM ROAD FOR 0.45 MILE TO THE RAILROAD CROSSING AND THE
 PC0795'END OF THE MACADAM, CROSS THE TRACKS AND GO NORTH FOR 0.1 MILE
 PC0795'TO A FORK, TAKE RIGHT FORK, PARALLELING THE RAILROAD FOR 1.7
 PC0795'MILES TO THE LOOKOUT RAILROAD SIDING AND THE BEGINNING OF
 PC0795'FOREST SERVICE ROAD 2009, TURN RIGHT ACROSS THE RAILROAD TRACKS
 PC0795'AND GO NORTHEASTERLY ON FOREST SERVICE ROAD 2009 FOR 4.6
 PC0795'MILES TO A FORK, TAKE RIGHT FORK, UPPER SHORT CREEK ROAD AND
 PC0795'GO NORTHEASTERLY FOR 1.6 MILES TO THE BEGINNING OF
 PC0795'THE ALPINE TRAIL ON THE LEFT AND THE END OF TRUCK TRAVEL.  PACK
 PC0795'NORTHWEST ON THE TRAIL FOR 10 MINUTES TO A FORK IN THE TRAIL,
 PC0795'TAKE THE LEFT FORK AND PACK SOUTH ON THE TRAIL FOR 200 YARDS
 PC0795'TO A GAME TRAIL ON THE LEFT, LEAVE THE MAIN TRAIL AND FOLLOW
 PC0795'THE GAME TRAIL ALONG THE CREST OF THE RIDGE FOR 35 MINUTES TO
 PC0795'THE STATION ON THE SOUTH END OF BUCKHEAD MOUNTAIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0672 ***********************************************************************
 RA0672  DESIGNATION -  3362.1
 RA0672  PID         -  RA0672
 RA0672  STATE/COUNTY-  OR/WALLOWA
 RA0672  USGS QUAD   -  LOSTINE (1990)
 RA0672
 RA0672                         *CURRENT SURVEY CONTROL
 RA0672  ___________________________________________________________________
 RA0672* NAD 83(1986)-  45 29 16.     (N)    117 25 47.     (W)     SCALED    
 RA0672* NAVD 88     -      1026.074  (meters)    3366.38   (feet)  ADJUSTED  
 RA0672  ___________________________________________________________________
 RA0672  GEOID HEIGHT-         -16.55  (meters)                     GEOID03
 RA0672  DYNAMIC HT  -        1025.818 (meters)    3365.54  (feet)  COMP
 RA0672  MODELED GRAV-     980,331.7   (mgal)                       NAVD 88
 RA0672
 RA0672  VERT ORDER  -  SECOND    CLASS 0
 RA0672
 RA0672.The horizontal coordinates were scaled from a topographic map and have
 RA0672.an estimated accuracy of +/- 6 seconds.
 RA0672
 RA0672.The orthometric height was determined by differential leveling
 RA0672.and adjusted in June 1991.
 RA0672
 RA0672.The geoid height was determined by GEOID03.
 RA0672
 RA0672.The dynamic height is computed by dividing the NAVD 88
 RA0672.geopotential number by the normal gravity value computed on the
 RA0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0672.degrees latitude (g = 980.6199 gals.).
 RA0672
 RA0672.The modeled gravity was interpolated from observed gravity values.
 RA0672
 RA0672;                    North         East    Units  Estimated Accuracy
 RA0672;SPC OR N     -   206,930.    2,739,940.      MT  (+/- 180 meters Scaled)
 RA0672
 RA0672                          SUPERSEDED SURVEY CONTROL
 RA0672
 RA0672  NGVD 29 (??/??/92) 1024.909  (m)         3362.56   (f) ADJ UNCH    2 0
 RA0672
 RA0672.Superseded values are not recommended for survey control.
 RA0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0672.See file dsdata.txt to determine how the superseded data were derived.
 RA0672
 RA0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML664372(NAD 83)
 RA0672_MARKER: P = PIPE CAP
 RA0672_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RA0672_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RA0672_STAMPING: 3362.1 1903
 RA0672_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RA0672
 RA0672  HISTORY     - Date     Condition        Report By
 RA0672  HISTORY     - 1903     MONUMENTED       USGS
 RA0672  HISTORY     - 1934     GOOD             NGS
 RA0672
 RA0672                          STATION DESCRIPTION
 RA0672
 RA0672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RA0672'IN LOSTINE.
 RA0672'IN S.W. CORNER OF HIGH SCHOOL GROUNDS, 95 FEET SOUTHWEST OF THE
 RA0672'SOUTHWEST CORNER OF SCHOOL BUILDING.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0457 ***********************************************************************
 QD0457  DESIGNATION -  3366
 QD0457  PID         -  QD0457
 QD0457  STATE/COUNTY-  OR/WASCO
 QD0457  USGS QUAD   -  ANTELOPE (1987)
 QD0457
 QD0457                         *CURRENT SURVEY CONTROL
 QD0457  ___________________________________________________________________
 QD0457* NAD 83(1986)-  44 53 01.     (N)    120 38 53.     (W)     SCALED    
 QD0457* NAVD 88     -      1026.813  (meters)    3368.80   (feet)  ADJUSTED  
 QD0457  ___________________________________________________________________
 QD0457  GEOID HEIGHT-         -20.46  (meters)                     GEOID03
 QD0457  DYNAMIC HT  -        1026.547 (meters)    3367.93  (feet)  COMP
 QD0457  MODELED GRAV-     980,322.7   (mgal)                       NAVD 88
 QD0457
 QD0457  VERT ORDER  -  FIRST     CLASS II
 QD0457
 QD0457.The horizontal coordinates were scaled from a topographic map and have
 QD0457.an estimated accuracy of +/- 6 seconds.
 QD0457
 QD0457.The orthometric height was determined by differential leveling
 QD0457.and adjusted in June 1991.
 QD0457
 QD0457.The geoid height was determined by GEOID03.
 QD0457
 QD0457.The dynamic height is computed by dividing the NAVD 88
 QD0457.geopotential number by the normal gravity value computed on the
 QD0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0457.degrees latitude (g = 980.6199 gals.).
 QD0457
 QD0457.The modeled gravity was interpolated from observed gravity values.
 QD0457
 QD0457;                    North         East    Units  Estimated Accuracy
 QD0457;SPC OR N     -   135,240.    2,488,300.      MT  (+/- 180 meters Scaled)
 QD0457
 QD0457                          SUPERSEDED SURVEY CONTROL
 QD0457
 QD0457  NGVD 29 (??/??/92) 1025.711  (m)         3365.19   (f) ADJ UNCH    1 2
 QD0457
 QD0457.Superseded values are not recommended for survey control.
 QD0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0457.See file dsdata.txt to determine how the superseded data were derived.
 QD0457
 QD0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ857727(NAD 83)
 QD0457_MARKER: P = PIPE CAP
 QD0457_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QD0457_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QD0457_STAMPING: 3366 1915
 QD0457_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0457
 QD0457  HISTORY     - Date     Condition        Report By
 QD0457  HISTORY     - 1915     MONUMENTED       USGS
 QD0457  HISTORY     - 1936     GOOD             NGS
 QD0457  HISTORY     - 1987     MARK NOT FOUND   NGS
 QD0457
 QD0457                          STATION DESCRIPTION
 QD0457
 QD0457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 QD0457'5.6 MI SE FROM ANTELOPE.
 QD0457'5.6 MILES SOUTHEAST OF ANTELOPE HOSECART HOUSE.  ALONG
 QD0457'MITCHELL-ANTELOPE ROAD.  AT COLD CAMP RANCH.  20 FEET EAST OF CENTER
 QD0457'LINE OF ROAD.  18 INCHES NORTH AND 6 INCHES WEST OF SOUTHWEST CORNER
 QD0457'OF FENCE AROUND YARD.
 QD0457
 QD0457                          STATION RECOVERY (1987)
 QD0457
 QD0457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QD0457'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA1089 ***********************************************************************
 RA1089  DESIGNATION -  3366
 RA1089  PID         -  RA1089
 RA1089  STATE/COUNTY-  OR/UNION
 RA1089  USGS QUAD   -  NORTH POWDER (1994)
 RA1089
 RA1089                         *CURRENT SURVEY CONTROL
 RA1089  ___________________________________________________________________
 RA1089* NAD 83(1991)-  45 05 50.11024(N)    117 57 10.79948(W)     ADJUSTED  
 RA1089* NAVD 88     -      1027.24   (+/-2cm)    3370.2    (feet)  VERTCON   
 RA1089  ___________________________________________________________________
 RA1089  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 RA1089  GEOID HEIGHT-         -17.19  (meters)                     GEOID03
 RA1089  HORZ ORDER  -  THIRD
 RA1089  VERT ORDER  -  THIRD ? (See Below)
 RA1089
 RA1089.The horizontal coordinates were established by classical geodetic methods
 RA1089.and adjusted by the National Geodetic Survey in October 1991.
 RA1089
 RA1089.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1089.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1089.The vertical order pertains to the NGVD 29 superseded value.
 RA1089
 RA1089.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1089
 RA1089.The geoid height was determined by GEOID03.
 RA1089
 RA1089;                    North         East     Units Scale Factor Converg.
 RA1089;SPC OR N     -   162,128.083 2,700,428.698   MT  0.99989536   +1 48 22.7
 RA1089;SPC OR N     -   531,916.28  8,859,674.21   iFT  0.99989536   +1 48 22.7
 RA1089;UTM  11      - 4,994,195.772   425,016.213   MT  0.99966913   -0 40 30.2
 RA1089
 RA1089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1089!SPC OR N     -   0.99984166  x   0.99989536  =   0.99973704
 RA1089!UTM  11      -   0.99984166  x   0.99966913  =   0.99951085
 RA1089
 RA1089:                Primary Azimuth Mark                     Grid Az
 RA1089:SPC OR N     -  CLEAR                                    299 27 40.1
 RA1089:UTM  11      -  CLEAR                                    301 56 33.0
 RA1089
 RA1089|---------------------------------------------------------------------|
 RA1089| PID    Reference Object                     Distance      Geod. Az  |
 RA1089|                                                           dddmmss.s |
 RA1089| RA1090 CLEAR                               APPROX. 2.8 KM 3011602.8 |
 RA1089|---------------------------------------------------------------------|
 RA1089
 RA1089                          SUPERSEDED SURVEY CONTROL
 RA1089
 RA1089  NAD 83(1986)-  45 05 50.10860(N)    117 57 10.78700(W) AD(       ) 3
 RA1089  NGVD 29 (12/08/88) 1026.13   (m)         3366.6    (f) LEVELING    3  
 RA1089
 RA1089.Superseded values are not recommended for survey control.
 RA1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1089.See file dsdata.txt to determine how the superseded data were derived.
 RA1089
 RA1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK2501694196(NAD 83)
 RA1089_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RA1089_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 RA1089_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RA1089
 RA1089  HISTORY     - Date     Condition        Report By
 RA1089  HISTORY     - UNK      MONUMENTED
 RA1089  HISTORY     - 1964     GOOD             USGS
 RA1089  HISTORY     - 19930701 MARK NOT FOUND   USGS-R
 RA1089
 RA1089                          STATION DESCRIPTION
 RA1089
 RA1089'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 RA1089'LOCATED 5 MI N. OF NORTH POWDER.  148 FT. E., 60 FT. N. AND 5 FT.
 RA1089'BELOW T-RD. W. ON U.S. HWY. 30.
 RA1089'
 RA1089'TO REACH NOT GIVEN.
 RA1089'
 RA1089'STATION MARK--ORHD DISK, UNSTAMPED, SET IN CONCRETE POST.
 RA1089
 RA1089                          STATION RECOVERY (1993)
 RA1089
 RA1089'RECOVERY NOTE BY USGS ROCKY MOUNTAIN MAPPING CENTER 1993 (AJ)
 RA1089'BELIEVED DESTROYED BY FREEWAY CONSTRUCTION, MARK NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0093 ***********************************************************************
 QC0093  DESIGNATION -  3368
 QC0093  PID         -  QC0093
 QC0093  STATE/COUNTY-  OR/GRANT
 QC0093  USGS QUAD   -  CANYON MTN (1983)
 QC0093
 QC0093                         *CURRENT SURVEY CONTROL
 QC0093  ___________________________________________________________________
 QC0093* NAD 83(1986)-  44 21 41.     (N)    118 57 22.     (W)     SCALED    
 QC0093* NAVD 88     -      1027.428  (meters)    3370.82   (feet)  ADJUSTED  
 QC0093  ___________________________________________________________________
 QC0093  GEOID HEIGHT-         -18.04  (meters)                     GEOID03
 QC0093  DYNAMIC HT  -        1027.030 (meters)    3369.51  (feet)  COMP
 QC0093  MODELED GRAV-     980,195.9   (mgal)                       NAVD 88
 QC0093
 QC0093  VERT ORDER  -  FIRST     CLASS II
 QC0093
 QC0093.The horizontal coordinates were scaled from a topographic map and have
 QC0093.an estimated accuracy of +/- 6 seconds.
 QC0093
 QC0093.The orthometric height was determined by differential leveling
 QC0093.and adjusted in June 1991.
 QC0093
 QC0093.The geoid height was determined by GEOID03.
 QC0093
 QC0093.The dynamic height is computed by dividing the NAVD 88
 QC0093.geopotential number by the normal gravity value computed on the
 QC0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0093.degrees latitude (g = 980.6199 gals.).
 QC0093
 QC0093.The modeled gravity was interpolated from observed gravity values.
 QC0093
 QC0093;                    North         East    Units  Estimated Accuracy
 QC0093;SPC OR N     -    78,380.    2,623,070.      MT  (+/- 180 meters Scaled)
 QC0093
 QC0093                          SUPERSEDED SURVEY CONTROL
 QC0093
 QC0093  NGVD 29 (??/??/92) 1026.222  (m)         3366.86   (f) ADJ UNCH    1 2
 QC0093
 QC0093.Superseded values are not recommended for survey control.
 QC0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0093.See file dsdata.txt to determine how the superseded data were derived.
 QC0093
 QC0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK441138(NAD 83)
 QC0093_MARKER: DD = SURVEY DISK
 QC0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QC0093_STAMPING: 3368 35 1929
 QC0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0093+STABILITY: SURFACE MOTION
 QC0093
 QC0093  HISTORY     - Date     Condition        Report By
 QC0093  HISTORY     - 1929     MONUMENTED       BPR
 QC0093  HISTORY     - 1935     GOOD             NGS
 QC0093  HISTORY     - 1972     MARK NOT FOUND   NGS
 QC0093  HISTORY     - 1985     MARK NOT FOUND   NGS
 QC0093
 QC0093                          STATION DESCRIPTION
 QC0093
 QC0093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 QC0093'2.3 MI S FROM CANYON CITY.
 QC0093'2.3 MILES SOUTH ALONG THE CANYON CITY-BURNS HIGHWAY FROM CANYON CITY,
 QC0093'GRANT COUNTY, AT THE SOUTH END OF A LONG CURVE, 39 FEET WEST OF THE
 QC0093'HIGHWAY CENTERLINE, 25 FEET SOUTHEAST OF THE CREEK AT A LOW FALLS AT
 QC0093'THE HEAD OF A POOL, IN THE TOP OF A CONCRETE POST.  A UNITED STATES
 QC0093'BUREAU OF PUBLIC ROADS STANDARD DISK STAMPED 3368 35 1929.
 QC0093
 QC0093                          STATION RECOVERY (1972)
 QC0093
 QC0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 QC0093'MARK NOT FOUND.
 QC0093
 QC0093                          STATION RECOVERY (1985)
 QC0093
 QC0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QC0093'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1090 ***********************************************************************
 QD1090  DESIGNATION -  337
 QD1090  PID         -  QD1090
 QD1090  STATE/COUNTY-  OR/LINN
 QD1090  USGS QUAD   -  THREE FINGERED JACK (1988)
 QD1090
 QD1090                         *CURRENT SURVEY CONTROL
 QD1090  ___________________________________________________________________
 QD1090* NAD 83(1986)-  44 25 43.     (N)    121 52 27.     (W)     SCALED    
 QD1090* NAVD 88     -      1329.098  (meters)    4360.55   (feet)  ADJUSTED  
 QD1090  ___________________________________________________________________
 QD1090  GEOID HEIGHT-         -21.16  (meters)                     GEOID03
 QD1090  DYNAMIC HT  -        1328.589 (meters)    4358.88  (feet)  COMP
 QD1090  MODELED GRAV-     980,188.0   (mgal)                       NAVD 88
 QD1090
 QD1090  VERT ORDER  -  FIRST     CLASS II
 QD1090
 QD1090.The horizontal coordinates were scaled from a topographic map and have
 QD1090.an estimated accuracy of +/- 6 seconds.
 QD1090
 QD1090.The orthometric height was determined by differential leveling
 QD1090.and adjusted in June 1991.
 QD1090.WARNING-Repeat measurements at this control monument indicate possible
 QD1090.vertical movement.
 QD1090
 QD1090.The geoid height was determined by GEOID03.
 QD1090
 QD1090.The dynamic height is computed by dividing the NAVD 88
 QD1090.geopotential number by the normal gravity value computed on the
 QD1090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1090.degrees latitude (g = 980.6199 gals.).
 QD1090
 QD1090.The modeled gravity was interpolated from observed gravity values.
 QD1090
 QD1090;                    North         East    Units  Estimated Accuracy
 QD1090;SPC OR N     -    85,600.    2,390,590.      MT  (+/- 180 meters Scaled)
 QD1090
 QD1090                          SUPERSEDED SURVEY CONTROL
 QD1090
 QD1090  NGVD 29 (??/??/92) 1327.876  (m)         4356.54   (f) ADJ UNCH    1 2
 QD1090
 QD1090.Superseded values are not recommended for survey control.
 QD1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1090.See file dsdata.txt to determine how the superseded data were derived.
 QD1090
 QD1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ896200(NAD 83)
 QD1090_MARKER: DD = SURVEY DISK
 QD1090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD1090_SP_SET: CONCRETE POST
 QD1090_STAMPING: 4357 23 337 1934
 QD1090_MARK LOGO: BPR   
 QD1090_PROJECTION: RECESSED 12 CENTIMETERS
 QD1090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD1090+STABILITY: SURFACE MOTION
 QD1090
 QD1090  HISTORY     - Date     Condition        Report By
 QD1090  HISTORY     - UNK      MONUMENTED       BPR
 QD1090  HISTORY     - 1941     GOOD             NGS
 QD1090  HISTORY     - 1987     GOOD             NGS
 QD1090
 QD1090                          STATION DESCRIPTION
 QD1090
 QD1090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QD1090'22.47 MI NW FROM SISTERS.
 QD1090'MARK IS LOCATED ALONG U.S. HIGHWAY NO. 20, 40 FEET NORTH OF CENTER
 QD1090'LINE OF HIGHWAY, 3 FEET BELOW HIGHWAY LEVEL, 270 FEET WEST OF HIGHWAY
 QD1090'SIGN, LOOK OUT FOR FALLEN ROCKS, EAST END OF 200 FOOT FILL, ABOUT 0.2
 QD1090'MILE EAST OF LOST LAKE CREEK.  U.S.B.M. WITNESS POST IS SET NEAR THE
 QD1090'MARK.
 QD1090
 QD1090                          STATION RECOVERY (1987)
 QD1090
 QD1090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QD1090'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  36.1 KM
 QD1090'(22.45 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 20 FROM ITS JUNCTION WITH
 QD1090'FIR STREET IN SISTERS, 10.7 M (35.1 FT) EAST OF THE CENTERLINE OF THE
 QD1090'HIGHWAY, AND 0.1 M (0.3 FT) NORTH OF A WOODEN WITNESS POST.
 QD1090'THE MARK IS 0.4 METERS  W FROM  A WITNESS POST
 QD1090'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0671 ***********************************************************************
 RA0671  DESIGNATION -  3371.4
 RA0671  PID         -  RA0671
 RA0671  STATE/COUNTY-  OR/WALLOWA
 RA0671  USGS QUAD   -  LOSTINE (1990)
 RA0671
 RA0671                         *CURRENT SURVEY CONTROL
 RA0671  ___________________________________________________________________
 RA0671* NAD 83(1986)-  45 28 39.     (N)    117 23 37.     (W)     SCALED    
 RA0671* NAVD 88     -      1028.848  (meters)    3375.48   (feet)  ADJUSTED  
 RA0671  ___________________________________________________________________
 RA0671  GEOID HEIGHT-         -16.46  (meters)                     GEOID03
 RA0671  DYNAMIC HT  -        1028.580 (meters)    3374.60  (feet)  COMP
 RA0671  MODELED GRAV-     980,320.8   (mgal)                       NAVD 88
 RA0671
 RA0671  VERT ORDER  -  SECOND    CLASS 0
 RA0671
 RA0671.The horizontal coordinates were scaled from a topographic map and have
 RA0671.an estimated accuracy of +/- 6 seconds.
 RA0671
 RA0671.The orthometric height was determined by differential leveling
 RA0671.and adjusted in June 1991.
 RA0671
 RA0671.The geoid height was determined by GEOID03.
 RA0671
 RA0671.The dynamic height is computed by dividing the NAVD 88
 RA0671.geopotential number by the normal gravity value computed on the
 RA0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0671.degrees latitude (g = 980.6199 gals.).
 RA0671
 RA0671.The modeled gravity was interpolated from observed gravity values.
 RA0671
 RA0671;                    North         East    Units  Estimated Accuracy
 RA0671;SPC OR N     -   205,890.    2,742,800.      MT  (+/- 180 meters Scaled)
 RA0671
 RA0671                          SUPERSEDED SURVEY CONTROL
 RA0671
 RA0671  NGVD 29 (??/??/92) 1027.674  (m)         3371.63   (f) ADJ UNCH    2 0
 RA0671
 RA0671.Superseded values are not recommended for survey control.
 RA0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0671.See file dsdata.txt to determine how the superseded data were derived.
 RA0671
 RA0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML692360(NAD 83)
 RA0671_MARKER: P = PIPE CAP
 RA0671_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RA0671_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RA0671_STAMPING: 3371.4 1903
 RA0671_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RA0671
 RA0671  HISTORY     - Date     Condition        Report By
 RA0671  HISTORY     - 1903     MONUMENTED       USGS
 RA0671  HISTORY     - 1934     GOOD             NGS
 RA0671
 RA0671                          STATION DESCRIPTION
 RA0671
 RA0671'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RA0671'2.1 MI SE FROM LOSTINE.
 RA0671'2.1 MILES SOUTHEAST ALONG STATE HWY 82 FROM POSTOFFICE ALONG THE RIGHT
 RA0671'OF WAY OF STATE HWY 82, AT WADE RANCH, IN BARN YARD, 100 FEET EAST OF
 RA0671'HOUSE, 100 FEET SOUTH OF CENTERLINE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0868 ***********************************************************************
 QB0868  DESIGNATION -  3372
 QB0868  PID         -  QB0868
 QB0868  STATE/COUNTY-  OR/BAKER
 QB0868  USGS QUAD   -  HAINES (1994)
 QB0868
 QB0868                         *CURRENT SURVEY CONTROL
 QB0868  ___________________________________________________________________
 QB0868* NAD 83(1986)-  44 58 29.     (N)    117 58 35.     (W)     SCALED    
 QB0868* NAVD 88     -      1031.123  (meters)    3382.94   (feet)  ADJUSTED  
 QB0868  ___________________________________________________________________
 QB0868  GEOID HEIGHT-         -17.14  (meters)                     GEOID03
 QB0868  DYNAMIC HT  -        1030.812 (meters)    3381.92  (feet)  COMP
 QB0868  MODELED GRAV-     980,279.9   (mgal)                       NAVD 88
 QB0868
 QB0868  VERT ORDER  -  FIRST     CLASS II
 QB0868
 QB0868.The horizontal coordinates were scaled from a topographic map and have
 QB0868.an estimated accuracy of +/- 6 seconds.
 QB0868
 QB0868.The orthometric height was determined by differential leveling
 QB0868.and adjusted in June 1991.
 QB0868
 QB0868.The geoid height was determined by GEOID03.
 QB0868
 QB0868.The dynamic height is computed by dividing the NAVD 88
 QB0868.geopotential number by the normal gravity value computed on the
 QB0868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0868.degrees latitude (g = 980.6199 gals.).
 QB0868
 QB0868.The modeled gravity was interpolated from observed gravity values.
 QB0868
 QB0868;                    North         East    Units  Estimated Accuracy
 QB0868;SPC OR N     -   148,460.    2,699,010.      MT  (+/- 180 meters Scaled)
 QB0868
 QB0868                          SUPERSEDED SURVEY CONTROL
 QB0868
 QB0868.No superseded survey control is available for this station.
 QB0868
 QB0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK230806(NAD 83)
 QB0868_MARKER: P = PIPE CAP
 QB0868_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QB0868_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QB0868_STAMPING: 3379.665 A
 QB0868_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB0868
 QB0868  HISTORY     - Date     Condition        Report By
 QB0868  HISTORY     - UNK      MONUMENTED       USGS
 QB0868  HISTORY     - 1935     GOOD             NGS
 QB0868  HISTORY     - 1941     MARK NOT FOUND   NGS
 QB0868
 QB0868                          STATION DESCRIPTION
 QB0868
 QB0868'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 QB0868'IN HUTCHINSON.
 QB0868'AT HUTCHINSON, BAKER COUNTY, NEAR UNION PACIFIC RAILROAD MILEAGE
 QB0868'326.8, ABOUT 0.3 MILE NORTH OF A ROAD CROSSING, 171 FEET NORTH OF A
 QB0868'CROSSING SIGN, 40 FEET NORTH OF THE SOUTH END OF A SHALLOW CUT BANK,
 QB0868'16 FEET SOUTH OF A SEMAPHORE, AND 41.3 FEET WEST OF THE CENTER LINE OF
 QB0868'THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 QB0868'3379.665 A AND RIVETED ON THE TOP OF A 3-1/2 INCH IRON PIPE ENCASED IN
 QB0868'CONCRETE.
 QB0868
 QB0868                          STATION RECOVERY (1941)
 QB0868
 QB0868'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 QB0868'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1294 ***********************************************************************
 RC1294  DESIGNATION -  3373=M 2
 RC1294  PID         -  RC1294
 RC1294  STATE/COUNTY-  OR/CLACKAMAS
 RC1294  USGS QUAD   -  WAPINITIA PASS (1996)
 RC1294
 RC1294                         *CURRENT SURVEY CONTROL
 RC1294  ___________________________________________________________________
 RC1294* NAD 83(1986)-  45 14 55.     (N)    121 42 41.     (W)     SCALED    
 RC1294* NAVD 88     -      1029.565  (meters)    3377.83   (feet)  ADJUSTED  
 RC1294  ___________________________________________________________________
 RC1294  GEOID HEIGHT-         -20.83  (meters)                     GEOID03
 RC1294  DYNAMIC HT  -        1029.309 (meters)    3376.99  (feet)  COMP
 RC1294  MODELED GRAV-     980,332.3   (mgal)                       NAVD 88
 RC1294
 RC1294  VERT ORDER  -  SECOND    CLASS 0
 RC1294
 RC1294.The horizontal coordinates were scaled from a topographic map and have
 RC1294.an estimated accuracy of +/- 6 seconds.
 RC1294
 RC1294.The orthometric height was determined by differential leveling
 RC1294.and adjusted in June 1991.
 RC1294
 RC1294.The geoid height was determined by GEOID03.
 RC1294
 RC1294.The dynamic height is computed by dividing the NAVD 88
 RC1294.geopotential number by the normal gravity value computed on the
 RC1294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1294.degrees latitude (g = 980.6199 gals.).
 RC1294
 RC1294.The modeled gravity was interpolated from observed gravity values.
 RC1294
 RC1294;                    North         East    Units  Estimated Accuracy
 RC1294;SPC OR N     -   176,500.    2,404,910.      MT  (+/- 180 meters Scaled)
 RC1294
 RC1294                          SUPERSEDED SURVEY CONTROL
 RC1294
 RC1294  NGVD 29 (??/??/92) 1028.448  (m)         3374.17   (f) ADJ UNCH    2 0
 RC1294
 RC1294.Superseded values are not recommended for survey control.
 RC1294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1294.See file dsdata.txt to determine how the superseded data were derived.
 RC1294
 RC1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR011113(NAD 83)
 RC1294_MARKER: DD = SURVEY DISK
 RC1294_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RC1294_SP_SET: CULVERT
 RC1294_STAMPING: 3373 M 2 1925
 RC1294_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC1294
 RC1294  HISTORY     - Date     Condition        Report By
 RC1294  HISTORY     - 1925     MONUMENTED       USFS
 RC1294  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 RC1294
 RC1294                          STATION DESCRIPTION
 RC1294
 RC1294'DESCRIBED BY US FOREST SERVICE 1925
 RC1294'6.7 MI SE FROM GOVERNMENT CAMP.
 RC1294'6.7 MILES SOUTHEAST ALONG THE MOUNT HOOD LOOP HIGHWAY AND THE
 RC1294'WAPINITIA HIGHWAY (OREGON 50) FROM THE BATTLE AXE INN AT GOVERNMENT
 RC1294'CAMP, CLACKAMAS COUNTY, ABOUT 300 FEET WEST ALONG AN OLD ROAD
 RC1294'EXTENDING NORTHWEST OF THE HIGHWAY, WEST OF A HIGHWAY STOCK PILE, AT A
 RC1294'CULVERT, AND IN THE NORTH END OF THE MASONRY HEAD WALL.  A UNITED
 RC1294'STATES FOREST SERVICE STANDARD DISK, STAMPED 3373 M 2 1925.
 RC1294
 RC1294                          STATION RECOVERY (1985)
 RC1294
 RC1294'RECOVERY NOTE BY US POWER SQUADRON 1985
 RC1294'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0316 ***********************************************************************
 QE0316  DESIGNATION -  338
 QE0316  PID         -  QE0316
 QE0316  STATE/COUNTY-  OR/LINN
 QE0316  USGS QUAD   -  BROWNSVILLE (1988)
 QE0316
 QE0316                         *CURRENT SURVEY CONTROL
 QE0316  ___________________________________________________________________
 QE0316* NAD 83(1986)-  44 23 26.     (N)    122 59 05.     (W)     SCALED    
 QE0316* NAVD 88     -       104.223  (meters)     341.94   (feet)  ADJUSTED  
 QE0316  ___________________________________________________________________
 QE0316  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 QE0316  DYNAMIC HT  -         104.212 (meters)     341.90  (feet)  COMP
 QE0316  MODELED GRAV-     980,509.8   (mgal)                       NAVD 88
 QE0316
 QE0316  VERT ORDER  -  SECOND    CLASS 0
 QE0316
 QE0316.The horizontal coordinates were scaled from a topographic map and have
 QE0316.an estimated accuracy of +/- 6 seconds.
 QE0316
 QE0316.The orthometric height was determined by differential leveling
 QE0316.and adjusted in June 1991.
 QE0316
 QE0316.The geoid height was determined by GEOID03.
 QE0316
 QE0316.The dynamic height is computed by dividing the NAVD 88
 QE0316.geopotential number by the normal gravity value computed on the
 QE0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0316.degrees latitude (g = 980.6199 gals.).
 QE0316
 QE0316.The modeled gravity was interpolated from observed gravity values.
 QE0316
 QE0316;                    North         East    Units  Estimated Accuracy
 QE0316;SPC OR N     -    83,490.    2,302,060.      MT  (+/- 180 meters Scaled)
 QE0316
 QE0316                          SUPERSEDED SURVEY CONTROL
 QE0316
 QE0316  NGVD 29 (??/??/92)  103.182  (m)          338.52   (f) ADJ UNCH    2 0
 QE0316
 QE0316.Superseded values are not recommended for survey control.
 QE0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0316.See file dsdata.txt to determine how the superseded data were derived.
 QE0316
 QE0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ012152(NAD 83)
 QE0316_MARKER: R = RIVET
 QE0316_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QE0316_SP_SET: ABUTMENT
 QE0316_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE0316
 QE0316  HISTORY     - Date     Condition        Report By
 QE0316  HISTORY     - UNK      MONUMENTED       ORGS
 QE0316  HISTORY     - 1943     GOOD             NGS
 QE0316  HISTORY     - 20060528 MARK NOT FOUND   USPSQD
 QE0316
 QE0316                          STATION DESCRIPTION
 QE0316
 QE0316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QE0316'IN BROWNSVILLE.
 QE0316'THIS MARK IS IN THE SOUTHWEST PART OF BROWNSVILLE, LINN COUNTY, 0.5
 QE0316'MILE NORTH OF SOUTH BROWNSVILLE, ABOUT 250 FEET WEST OF THE NEW BRIDGE
 QE0316'OVER CALAPOOYA RIVER, SET IN THE SOUTHEAST CORNER OF THE SOUTH
 QE0316'ABUTMENT OF THE OLD BRIDGE.  A MONEL RIVET.
 QE0316
 QE0316                          STATION RECOVERY (2006)
 QE0316
 QE0316'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 QE0316'THERE IS NO TRACE OF THE OLD BRIDGE LONG ABANDONED IN 1943.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2223 ***********************************************************************
 RC2223  DESIGNATION -  3385
 RC2223  PID         -  RC2223
 RC2223  STATE/COUNTY-  OR/WASCO
 RC2223  USGS QUAD   -  WAPINITIA (1996)
 RC2223
 RC2223                         *CURRENT SURVEY CONTROL
 RC2223  ___________________________________________________________________
 RC2223* NAD 83(1991)-  45 02 47.10724(N)    121 17 38.32544(W)     ADJUSTED  
 RC2223* NAVD 88     -      1034.0    (meters)    3392.     (feet)  VERTCON   
 RC2223  ___________________________________________________________________
 RC2223  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 RC2223  GEOID HEIGHT-         -21.23  (meters)                     GEOID03
 RC2223  HORZ ORDER  -  SECOND
 RC2223
 RC2223.The horizontal coordinates were established by classical geodetic methods
 RC2223.and adjusted by the National Geodetic Survey in October 1991.
 RC2223
 RC2223.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC2223.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC2223
 RC2223.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2223
 RC2223.The geoid height was determined by GEOID03.
 RC2223
 RC2223;                    North         East     Units Scale Factor Converg.
 RC2223;SPC OR N     -   153,627.040 2,437,455.273   MT  0.99989685   -0 33 47.1
 RC2223;SPC OR N     -   504,025.72  7,996,900.50   iFT  0.99989685   -0 33 47.1
 RC2223;UTM  10      - 4,989,522.665   634,351.914   MT  0.99982195   +1 12 27.0
 RC2223
 RC2223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2223!SPC OR N     -   0.99984124  x   0.99989685  =   0.99973811
 RC2223!UTM  10      -   0.99984124  x   0.99982195  =   0.99966322
 RC2223
 RC2223:                Primary Azimuth Mark                     Grid Az
 RC2223:SPC OR N     -  M 56                                     022 23 51.4
 RC2223:UTM  10      -  M 56                                     020 37 37.3
 RC2223
 RC2223|---------------------------------------------------------------------|
 RC2223| PID    Reference Object                     Distance      Geod. Az  |
 RC2223|                                                           dddmmss.s |
 RC2223| CF4106 M 56                                               0215004.3 |
 RC2223| CF4027 3385 RM 1                             3.193 METERS 10245     |
 RC2223| RC2222 3385 CAIRN                           12.400 METERS 20148     |
 RC2223| CF4028 3385 RM 2                             5.940 METERS 35749     |
 RC2223|---------------------------------------------------------------------|
 RC2223
 RC2223                          SUPERSEDED SURVEY CONTROL
 RC2223
 RC2223  NAD 83(1986)-  45 02 47.12090(N)    121 17 38.32643(W) AD(       ) 2
 RC2223  NAD 27      -  45 02 47.69900(N)    121 17 34.09700(W) AD(       ) 2
 RC2223  NGVD 29 (07/19/86) 1032.9    (m)         3389.     (f) VERT ANG    3  
 RC2223
 RC2223.Superseded values are not recommended for survey control.
 RC2223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2223.See file dsdata.txt to determine how the superseded data were derived.
 RC2223
 RC2223_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ3435289523(NAD 83)
 RC2223_MARKER: Z = SEE DESCRIPTION
 RC2223_SETTING: 0 = UNSPECIFIED SETTING
 RC2223
 RC2223  HISTORY     - Date     Condition        Report By
 RC2223  HISTORY     - 1947     MONUMENTED       USGS
 RC2223  HISTORY     - 1972     SEE DESCRIPTION  NGS
 RC2223
 RC2223                          STATION DESCRIPTION
 RC2223
 RC2223'DESCRIBED BY US GEOLOGICAL SURVEY 1947 (WRH)
 RC2223'THE STATION IS LOCATED IN THE WARM SPRINGS INDIAN
 RC2223'RESERVATION.  ABOUT 6 MILES AIRLINE SOUTH OF WAPNITINA.  ABOUT
 RC2223'15 MILES AIRLINE SOUTHWEST OF MAUPIN.  ABOUT 17 MILES AIRLINE
 RC2223'SOUTH SOUTHWEST OF TYGH VALLEY, ON A HIGH GRASSY KNOLL THAT
 RC2223'LOOKS INTO WAPNITINA.
 RC2223'
 RC2223'THE STATION IS A STANDARD USGS DISK, STAMPED 3385 (FT.), SET
 RC2223'IN A DRILL HOLE IN A BOULDER.  40.681 FEET NORTH NORTHEAST OF A
 RC2223'4 FOOT CAIRN.  PROJECTS 14 INCHES ABOVE THE GROUND.
 RC2223'
 RC2223'REFERENCE MARK NUMBER ONE IS STAMPED 3385 (USGS) NO 1 1947, SET
 RC2223'IN A DRILL HOLE IN A BOULDER, 2 FEET HIGHER THAN THE STATION
 RC2223'MARK, PROJECTS 2 FEET ABOVE THE GROUND.
 RC2223'
 RC2223'REFERENCE MARK NUMBER TWO IS STAMPED 3385 (USGS) NO 2 1947,
 RC2223'SET IN A DRILL HOLE IN A BOULDER, 2-1/2 FEET LOWER THAN THE STATION
 RC2223'MARK, PROJECTS 6 INCHES ABOVE THE GROUND.
 RC2223'
 RC2223'THE AZIMUTH MARK IS A STANDARD USGS DISK STAMPED M56 2023 1924,
 RC2223'CEMENTED IN A DRILL HOLE IN THE NORTHWEST ABUTMENT OF A SMALL
 RC2223'WOODEN BRIDGE.  100 YARDS NORTH OF HARTMANS
 RC2223'
 RC2223'STATION IS REACHED AS FOLLOWS--FROM THE UNITED STATES POST
 RC2223'OFFICE IN MAUPIN GO NORTH AND WEST ON STATE ROUTES 23 AND 50
 RC2223'FOR 3.0 MILES TO THE JUNCTION OF THE TWO HIGHWAYS.  TURN LEFT,
 RC2223'ON STATE ROUTE 50 AND GO 7.3 MILES TO A ROAD ON THE LEFT AND SIGN
 RC2223'WAPNITINA, WARM SPRINGS.  TURN LEFT, AS PER SIGN, AND GO SOUTH
 RC2223'FOR 1.5 MILES TO WAPNITINA.  CONTINUE SOUTH ON WARM SPRINGS ROAD
 RC2223'FOR 5.3 MILES TO A BLAZED TREE ON THE RIGHT, AND END OF TRUCK
 RC2223'TRAVEL.  FROM THE BLAZED TREE PACK NORTHEAST UP SLOPE TO THE
 RC2223'HIGHEST POINT OF THE RIDGE AND STATION AS DESCRIBED.
 RC2223
 RC2223                          STATION RECOVERY (1972)
 RC2223
 RC2223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JMK)
 RC2223'STATION MARK WAS FOUND IN GOOD CONDITION.  NO SEARCH WAS MADE FOR
 RC2223'R.M.S OR AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2222 ***********************************************************************
 RC2222  DESIGNATION -  3385 CAIRN
 RC2222  PID         -  RC2222
 RC2222  STATE/COUNTY-  OR/WASCO
 RC2222  USGS QUAD   -  WAPINITIA (1996)
 RC2222
 RC2222                         *CURRENT SURVEY CONTROL
 RC2222  ___________________________________________________________________
 RC2222* NAD 83(1991)-  45 02 46.73427(N)    121 17 38.53581(W)     ADJUSTED  
 RC2222* NAVD 88     -      1034.     (meters)    3392.     (feet)  SCALED    
 RC2222  ___________________________________________________________________
 RC2222  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 RC2222  GEOID HEIGHT-         -21.23  (meters)                     GEOID03
 RC2222  HORZ ORDER  -  SECOND
 RC2222
 RC2222.The horizontal coordinates were established by classical geodetic methods
 RC2222.and adjusted by the National Geodetic Survey in October 1991.
 RC2222
 RC2222.The orthometric height was scaled from a topographic map.
 RC2222
 RC2222.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2222
 RC2222.The geoid height was determined by GEOID03.
 RC2222
 RC2222;                    North         East     Units Scale Factor Converg.
 RC2222;SPC OR N     -   153,615.573 2,437,450.557   MT  0.99989686   -0 33 47.2
 RC2222;SPC OR N     -   503,988.10  7,996,885.03   iFT  0.99989686   -0 33 47.2
 RC2222;UTM  10      - 4,989,511.059   634,347.554   MT  0.99982194   +1 12 26.8
 RC2222
 RC2222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2222!SPC OR N     -   0.99984122  x   0.99989686  =   0.99973810
 RC2222!UTM  10      -   0.99984122  x   0.99982194  =   0.99966319
 RC2222
 RC2222                          SUPERSEDED SURVEY CONTROL
 RC2222
 RC2222  NAD 83(1986)-  45 02 46.74793(N)    121 17 38.53680(W) AD(       ) 2
 RC2222  NAD 27      -  45 02 47.32600(N)    121 17 34.30700(W) AD(       ) 2
 RC2222
 RC2222.Superseded values are not recommended for survey control.
 RC2222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2222.See file dsdata.txt to determine how the superseded data were derived.
 RC2222
 RC2222_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ3434889511(NAD 83)
 RC2222
 RC2222  HISTORY     - Date     Condition        Report By
 RC2222  HISTORY     - 1947     MONUMENTED       USGS
 RC2222
 RC2222                          STATION DESCRIPTION
 RC2222
 RC2222'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 RC2222'SEE STATION 3385 USGS
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1336 ***********************************************************************
 RC1336  DESIGNATION -  3396 3041 8
 RC1336  PID         -  RC1336
 RC1336  STATE/COUNTY-  OR/WASCO
 RC1336  USGS QUAD   -  POST POINT (1996)
 RC1336
 RC1336                         *CURRENT SURVEY CONTROL
 RC1336  ___________________________________________________________________
 RC1336* NAD 83(1986)-  45 07 45.     (N)    121 34 50.     (W)     SCALED    
 RC1336* NAVD 88     -      1036.789  (meters)    3401.53   (feet)  ADJUSTED  
 RC1336  ___________________________________________________________________
 RC1336  GEOID HEIGHT-         -20.95  (meters)                     GEOID03
 RC1336  DYNAMIC HT  -        1036.541 (meters)    3400.72  (feet)  COMP
 RC1336  MODELED GRAV-     980,342.1   (mgal)                       NAVD 88
 RC1336
 RC1336  VERT ORDER  -  SECOND    CLASS 0
 RC1336
 RC1336.The horizontal coordinates were scaled from a topographic map and have
 RC1336.an estimated accuracy of +/- 6 seconds.
 RC1336
 RC1336.The orthometric height was determined by differential leveling
 RC1336.and adjusted in June 1991.
 RC1336
 RC1336.The geoid height was determined by GEOID03.
 RC1336
 RC1336.The dynamic height is computed by dividing the NAVD 88
 RC1336.geopotential number by the normal gravity value computed on the
 RC1336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1336.degrees latitude (g = 980.6199 gals.).
 RC1336
 RC1336.The modeled gravity was interpolated from observed gravity values.
 RC1336
 RC1336;                    North         East    Units  Estimated Accuracy
 RC1336;SPC OR N     -   163,080.    2,415,010.      MT  (+/- 180 meters Scaled)
 RC1336
 RC1336                          SUPERSEDED SURVEY CONTROL
 RC1336
 RC1336  NGVD 29 (??/??/92) 1035.699  (m)         3397.96   (f) ADJ UNCH    2 0
 RC1336
 RC1336.Superseded values are not recommended for survey control.
 RC1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1336.See file dsdata.txt to determine how the superseded data were derived.
 RC1336
 RC1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ116982(NAD 83)
 RC1336_MARKER: DD = SURVEY DISK
 RC1336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC1336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC1336_STAMPING: 3396 3041 8 1928
 RC1336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1336+STABILITY: SURFACE MOTION
 RC1336
 RC1336  HISTORY     - Date     Condition        Report By
 RC1336  HISTORY     - 1928     MONUMENTED       BPR
 RC1336  HISTORY     - 1934     GOOD             NGS
 RC1336  HISTORY     - 1955     MARK NOT FOUND   USGS
 RC1336
 RC1336                          STATION DESCRIPTION
 RC1336
 RC1336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RC1336'3.2 MI W FROM BEAR SPRINGS.
 RC1336'3.2 MILES WEST ALONG THE WAPINITIA HIGHWAY (OREGON 50) FROM BEAR
 RC1336'SPRINGS, WASCO COUNTY, ABOUT 0.8 MILE EAST OF THE JUNCTION OF THE ROAD
 RC1336'LEADING TO CLACKAMAS LAKE, AT THE EAST END OF A LONG TANGENT, AT
 RC1336'SURVEY STATION 454+83, AND 30 FEET SOUTH OF THE CENTER LINE OF THE
 RC1336'HIGHWAY.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK,
 RC1336'STAMPED 3396 3041 8 1928 AND SET IN THE TOP OF A CONCRETE POST. NOTE--
 RC1336'MAY BE UNDER 4 FT. PINE WINDFALL.  USBPR TABLET NORTH AND ACROSS
 RC1336'HIGHWAY NOT STAMPED.
 RC1336
 RC1336                          STATION RECOVERY (1955)
 RC1336
 RC1336'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 RC1336'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0226 ***********************************************************************
 QD0226  DESIGNATION -  3396 H RESET
 QD0226  PID         -  QD0226
 QD0226  STATE/COUNTY-  OR/CROOK
 QD0226  USGS QUAD   -  POST (1992)
 QD0226
 QD0226                         *CURRENT SURVEY CONTROL
 QD0226  ___________________________________________________________________
 QD0226* NAD 83(1986)-  44 08 04.     (N)    120 25 43.     (W)     SCALED    
 QD0226* NAVD 88     -      1036.31   (+/-2cm)    3400.0    (feet)  VERTCON   
 QD0226  ___________________________________________________________________
 QD0226  GEOID HEIGHT-         -19.56  (meters)                     GEOID03
 QD0226  VERT ORDER  -  FIRST     CLASS II (See Below)
 QD0226
 QD0226.The horizontal coordinates were scaled from a topographic map and have
 QD0226.an estimated accuracy of +/- 6 seconds.
 QD0226
 QD0226.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD0226.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD0226.The vertical order pertains to the NGVD 29 superseded value.
 QD0226
 QD0226.The geoid height was determined by GEOID03.
 QD0226
 QD0226;                    North         East    Units  Estimated Accuracy
 QD0226;SPC OR S     -   274,150.    1,505,710.      MT  (+/- 180 meters Scaled)
 QD0226
 QD0226                          SUPERSEDED SURVEY CONTROL
 QD0226
 QD0226  NGVD 29 (??/??/92) 1035.154  (m)         3396.17   (f) ADJ UNCH    1 2
 QD0226
 QD0226.Superseded values are not recommended for survey control.
 QD0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0226.See file dsdata.txt to determine how the superseded data were derived.
 QD0226
 QD0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGP056900(NAD 83)
 QD0226_MARKER: Z = SEE DESCRIPTION
 QD0226_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QD0226_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QD0226_STAMPING: 3396.253 H 1903 RESET 1941
 QD0226_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0226
 QD0226  HISTORY     - Date     Condition        Report By
 QD0226  HISTORY     - 1941     MONUMENTED       USGS
 QD0226  HISTORY     - 1941     GOOD             NGS
 QD0226
 QD0226                          STATION DESCRIPTION
 QD0226
 QD0226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QD0226'3.7 MI E FROM POST.
 QD0226'MARK IS LOCATED ABOUT 3.7 MILES EAST OF POST, ALONG THE OLD SOUTH SIDE
 QD0226'CROOKED RIVER ROAD TO PAULINA, JUST EAST OF SHARP INCLINE, ABOUT 0.15
 QD0226'MILE EAST OF ROAD TO MINE, 30 FEET NORTH OF THE ROAD, 10 FEET NORTH OF
 QD0226'FENCE, SET IN A FIELD.  WITNESS POST SET BY MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0194 ***********************************************************************
 QE0194  DESIGNATION -  34
 QE0194  PID         -  QE0194
 QE0194  STATE/COUNTY-  OR/LINN
 QE0194  USGS QUAD   -  HARTER MOUNTAIN (1984)
 QE0194
 QE0194                         *CURRENT SURVEY CONTROL
 QE0194  ___________________________________________________________________
 QE0194* NAD 83(1986)-  44 23 56.     (N)    122 08 10.     (W)     SCALED    
 QE0194* NAVD 88     -      1260.416  (meters)    4135.21   (feet)  POSTED    
 QE0194  ___________________________________________________________________
 QE0194  GEOID HEIGHT-         -21.80  (meters)                     GEOID03
 QE0194  DYNAMIC HT  -        1259.940 (meters)    4133.65  (feet)  COMP
 QE0194  MODELED GRAV-     980,196.8   (mgal)                       NAVD 88
 QE0194
 QE0194  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 QE0194
 QE0194.The horizontal coordinates were scaled from a topographic map and have
 QE0194.an estimated accuracy of +/- 6 seconds.
 QE0194
 QE0194.The orthometric height was determined by differential leveling
 QE0194.and adjusted by the  in 1992.
 QE0194.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 QE0194.was located on a no-check spur therefore a value was not computed.
 QE0194.No vertical observational check was made to the station.
 QE0194
 QE0194.The geoid height was determined by GEOID03.
 QE0194
 QE0194.The dynamic height is computed by dividing the NAVD 88
 QE0194.geopotential number by the normal gravity value computed on the
 QE0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0194.degrees latitude (g = 980.6199 gals.).
 QE0194
 QE0194.The modeled gravity was interpolated from observed gravity values.
 QE0194
 QE0194;                    North         East    Units  Estimated Accuracy
 QE0194;SPC OR N     -    82,690.    2,369,670.      MT  (+/- 180 meters Scaled)
 QE0194
 QE0194                          SUPERSEDED SURVEY CONTROL
 QE0194
 QE0194  NGVD 29 (??/??/92) 1259.218  (m)         4131.28   (f) ADJ UNCH    1 2
 QE0194
 QE0194.Superseded values are not recommended for survey control.
 QE0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0194.See file dsdata.txt to determine how the superseded data were derived.
 QE0194
 QE0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ687165(NAD 83)
 QE0194_MARKER: DD = SURVEY DISK
 QE0194_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QE0194_SP_SET: CULVERT
 QE0194_STAMPING: 4132 34 1936
 QE0194_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0194
 QE0194  HISTORY     - Date     Condition        Report By
 QE0194  HISTORY     - 1936     MONUMENTED       BPR
 QE0194  HISTORY     - 1963     GOOD             NGS
 QE0194
 QE0194                          STATION DESCRIPTION
 QE0194
 QE0194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 QE0194'11.3 MI W FROM SANTIAM JUNCTION.
 QE0194'11.3 MILES WEST ALONG U.S. HIGHWAY 20 FROM THE MOBIL SERVICE STATION
 QE0194'AND STORE AT SANTIAM JUNCTION, 0.35 MILE EAST OF THE SUMMIT OF THE
 QE0194'PASS, 150 FEET SOUTHWEST OF MILE POST NO. 64, 60 FEET NORTHWEST OF THE
 QE0194'CENTER OF THE HIGHWAY AND ABOUT 30 FEET BELOW THE LEVEL OF THE HIGHWAY
 QE0194'IN THE TOP OF THE NORTH HEAD WALL OF A 4 BY 4 FOOT CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0466 ***********************************************************************
 QE0466  DESIGNATION -  34
 QE0466  PID         -  QE0466
 QE0466  STATE/COUNTY-  OR/MARION
 QE0466  USGS QUAD   -  SALEM WEST (1986)
 QE0466
 QE0466                         *CURRENT SURVEY CONTROL
 QE0466  ___________________________________________________________________
 QE0466* NAD 83(1986)-  44 56 13.     (N)    123 01 36.     (W)     SCALED    
 QE0466* NAVD 88     -        52.695  (meters)     172.88   (feet)  ADJUSTED  
 QE0466  ___________________________________________________________________
 QE0466  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 QE0466  DYNAMIC HT  -          52.692 (meters)     172.87  (feet)  COMP
 QE0466  MODELED GRAV-     980,570.5   (mgal)                       NAVD 88
 QE0466
 QE0466  VERT ORDER  -  FIRST     CLASS II
 QE0466
 QE0466.The horizontal coordinates were scaled from a topographic map and have
 QE0466.an estimated accuracy of +/- 6 seconds.
 QE0466
 QE0466.The orthometric height was determined by differential leveling
 QE0466.and adjusted in June 1991.
 QE0466
 QE0466.The geoid height was determined by GEOID03.
 QE0466
 QE0466.The dynamic height is computed by dividing the NAVD 88
 QE0466.geopotential number by the normal gravity value computed on the
 QE0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0466.degrees latitude (g = 980.6199 gals.).
 QE0466
 QE0466.The modeled gravity was interpolated from observed gravity values.
 QE0466
 QE0466;                    North         East    Units  Estimated Accuracy
 QE0466;SPC OR N     -   144,270.    2,300,610.      MT  (+/- 180 meters Scaled)
 QE0466
 QE0466                          SUPERSEDED SURVEY CONTROL
 QE0466
 QE0466  NGVD 29 (??/??/92)   51.667  (m)          169.51   (f) ADJ UNCH    1 2
 QE0466
 QE0466.Superseded values are not recommended for survey control.
 QE0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0466.See file dsdata.txt to determine how the superseded data were derived.
 QE0466
 QE0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ978759(NAD 83)
 QE0466_MARKER: DD = SURVEY DISK
 QE0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0466_STAMPING: 34
 QE0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0466+STABILITY: SURFACE MOTION
 QE0466
 QE0466  HISTORY     - Date     Condition        Report By
 QE0466  HISTORY     - UNK      MONUMENTED       OR1810
 QE0466  HISTORY     - 1941     GOOD             NGS
 QE0466  HISTORY     - 20000315 MARK NOT FOUND   USPSQD
 QE0466
 QE0466                          STATION DESCRIPTION
 QE0466
 QE0466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QE0466'IN SALEM.
 QE0466'MARK IS LOCATED IN SOUTHEAST CORNER OF SUPREME COURT BUILDING GROUNDS,
 QE0466'NORTHWEST CORNER OF TWELFTH AND STATE STREETS, 10 FEET NORTHWEST OF
 QE0466'CURB RADIUS, 1 FOOT SOUTHEAST OF SIDEWALK ANGLE, IN PARKING.
 QE0466
 QE0466                          STATION RECOVERY (2000)
 QE0466
 QE0466'RECOVERY NOTE BY US POWER SQUADRON 2000
 QE0466'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3710 ***********************************************************************
 RD3710  DESIGNATION -  34
 RD3710  PID         -  RD3710
 RD3710  STATE/COUNTY-  OR/MULTNOMAH
 RD3710  USGS QUAD   -  LINNTON (1990)
 RD3710
 RD3710                         *CURRENT SURVEY CONTROL
 RD3710  ___________________________________________________________________
 RD3710* NAD 83(1991)-  45 34 52.09299(N)    122 45 46.24694(W)     ADJUSTED  
 RD3710* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 RD3710  ___________________________________________________________________
 RD3710  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 RD3710  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 RD3710  HORZ ORDER  -  THIRD
 RD3710
 RD3710.The horizontal coordinates were established by classical geodetic methods
 RD3710.and adjusted by the National Geodetic Survey in October 1991.
 RD3710
 RD3710.The orthometric height was scaled from a topographic map.
 RD3710
 RD3710.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3710
 RD3710.The geoid height was determined by GEOID03.
 RD3710
 RD3710;                    North         East     Units Scale Factor Converg.
 RD3710;SPC OR N     -   215,214.201 2,323,431.643   MT  0.99992046   -1 36 17.2
 RD3710;SPC OR N     -   706,083.34  7,622,807.23   iFT  0.99992046   -1 36 17.2
 RD3710;SPC WA S     -    30,077.278   323,406.957   MT  1.00006669   -1 38 37.4
 RD3710;SPC WA S     -    98,678.54  1,061,044.32   sFT  1.00006669   -1 38 37.4
 RD3710;UTM  10      - 5,047,537.995   518,501.423   MT  0.99960421   +0 10 09.8
 RD3710
 RD3710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3710!SPC OR N     -   1.00000216  x   0.99992046  =   0.99992262
 RD3710!SPC WA S     -   1.00000216  x   1.00006669  =   1.00006885
 RD3710!UTM  10      -   1.00000216  x   0.99960421  =   0.99960637
 RD3710
 RD3710:                Primary Azimuth Mark                     Grid Az
 RD3710:SPC OR N     -  35 2                                     025 31 05.1
 RD3710:SPC WA S     -  35 2                                     025 33 25.3
 RD3710:UTM  10      -  35 2                                     023 44 38.1
 RD3710
 RD3710|---------------------------------------------------------------------|
 RD3710| PID    Reference Object                     Distance      Geod. Az  |
 RD3710|                                                           dddmmss.s |
 RD3710| RD3692 35 2                                424.048 METERS 0235447.9 |
 RD3710| RD3712 35                                  489.762 METERS 0443921.1 |
 RD3710| RD3691 32                                  APPROX. 0.7 KM 3152304.8 |
 RD3710|---------------------------------------------------------------------|
 RD3710
 RD3710                          SUPERSEDED SURVEY CONTROL
 RD3710
 RD3710  NAD 83(1986)-  45 34 52.11241(N)    122 45 46.24983(W) AD(       ) 3
 RD3710  NAD 27      -  45 34 52.68900(N)    122 45 41.88900(W) AD(       ) 3
 RD3710
 RD3710.Superseded values are not recommended for survey control.
 RD3710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3710.See file dsdata.txt to determine how the superseded data were derived.
 RD3710
 RD3710_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1850147538(NAD 83)
 RD3710
 RD3710  HISTORY     - Date     Condition        Report By
 RD3710  HISTORY     - 1899     MONUMENTED       USE
 RD3710  HISTORY     - 19941031 MARK NOT FOUND   USPSQD
 RD3710
 RD3710                          STATION DESCRIPTION
 RD3710
 RD3710'DESCRIBED BY US ENGINEERS 1899
 RD3710'THE STATION IS MARKED BY A PIPE SET IN THE CENTER OF A SQUARE
 RD3710'BLOCK OF CONCRETE.  THE TOP OF THE BLOCK IS SMOOTHED OFF
 RD3710'AND BEARS THE LETTERS U.S.E., ONE LETTER IN EACH OF THREE
 RD3710'CORNERS.  IN THE FOURTH CORNER IS THE NUMBER BY WHICH
 RD3710'THE STATION IS KNOWN.  IT IS LOCATED NEAR A SLOUGH.
 RD3710
 RD3710                          STATION RECOVERY (1994)
 RD3710
 RD3710'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD3710'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0216 ***********************************************************************
 QC0216  DESIGNATION -  34 100
 QC0216  PID         -  QC0216
 QC0216  STATE/COUNTY-  OR/GRANT
 QC0216  USGS QUAD   -  LONG CREEK (1990)
 QC0216
 QC0216                         *CURRENT SURVEY CONTROL
 QC0216  ___________________________________________________________________
 QC0216* NAD 83(1986)-  44 41 22.     (N)    119 06 05.     (W)     SCALED    
 QC0216* NAVD 88     -      1351.590  (meters)    4434.34   (feet)  ADJUSTED  
 QC0216  ___________________________________________________________________
 QC0216  GEOID HEIGHT-         -18.14  (meters)                     GEOID03
 QC0216  DYNAMIC HT  -        1351.085 (meters)    4432.68  (feet)  COMP
 QC0216  MODELED GRAV-     980,196.1   (mgal)                       NAVD 88
 QC0216
 QC0216  VERT ORDER  -  FIRST     CLASS II
 QC0216
 QC0216.The horizontal coordinates were scaled from a topographic map and have
 QC0216.an estimated accuracy of +/- 6 seconds.
 QC0216
 QC0216.The orthometric height was determined by differential leveling
 QC0216.and adjusted in June 1991.
 QC0216
 QC0216.The geoid height was determined by GEOID03.
 QC0216
 QC0216.The dynamic height is computed by dividing the NAVD 88
 QC0216.geopotential number by the normal gravity value computed on the
 QC0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0216.degrees latitude (g = 980.6199 gals.).
 QC0216
 QC0216.The modeled gravity was interpolated from observed gravity values.
 QC0216
 QC0216;                    North         East    Units  Estimated Accuracy
 QC0216;SPC OR N     -   114,610.    2,610,860.      MT  (+/- 180 meters Scaled)
 QC0216
 QC0216                          SUPERSEDED SURVEY CONTROL
 QC0216
 QC0216  NGVD 29 (??/??/92) 1350.370  (m)         4430.34   (f) ADJ UNCH    1 2
 QC0216
 QC0216.Superseded values are not recommended for survey control.
 QC0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0216.See file dsdata.txt to determine how the superseded data were derived.
 QC0216
 QC0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK334506(NAD 83)
 QC0216_MARKER: DD = SURVEY DISK
 QC0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QC0216_STAMPING: 4331 34 100 1929
 QC0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0216+STABILITY: SURFACE MOTION
 QC0216
 QC0216  HISTORY     - Date     Condition        Report By
 QC0216  HISTORY     - 1929     MONUMENTED       BPR
 QC0216  HISTORY     - 1967     MARK NOT FOUND   NGS
 QC0216
 QC0216                          STATION DESCRIPTION
 QC0216
 QC0216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 QC0216'2.5 MI S FROM LONG CREEK.
 QC0216'ABOUT 2.5 MILES SOUTH ALONG THE PENDLETON JOHN DAY HIGHWAY (U.S. 395)
 QC0216'FROM LONG CREEK, GRANT COUNTY, AT SURVEY STATION 616+11, AT THE
 QC0216'NORTHWEST END OF A SHORT TANGENT ACROSS A CLEARING, 30 FEET NORTHEAST
 QC0216'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 5 FEET LOWER THAN THE
 QC0216'HIGHWAY.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK,
 QC0216'STAMPED 4331 34 100 1929 AND SET IN THE TOP OF A CONCRETE POST. NOTE--
 QC0216'THE HIGHWAY HAS BEEN IMPROVED AND A TURN OUT HAS BEEN BUILT AT THIS
 QC0216'MILEAGE AND THE MARK MAY BE UNDER THE TURN OUT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0214 ***********************************************************************
 QC0214  DESIGNATION -  34 103
 QC0214  PID         -  QC0214
 QC0214  STATE/COUNTY-  OR/GRANT
 QC0214  USGS QUAD   -  LONG CREEK (1990)
 QC0214
 QC0214                         *CURRENT SURVEY CONTROL
 QC0214  ___________________________________________________________________
 QC0214* NAD 83(1986)-  44 41 42.     (N)    119 06 31.     (W)     SCALED    
 QC0214* NAVD 88     -      1315.033  (meters)    4314.40   (feet)  ADJUSTED  
 QC0214  ___________________________________________________________________
 QC0214  GEOID HEIGHT-         -18.17  (meters)                     GEOID03
 QC0214  DYNAMIC HT  -        1314.545 (meters)    4312.80  (feet)  COMP
 QC0214  MODELED GRAV-     980,200.3   (mgal)                       NAVD 88
 QC0214
 QC0214  VERT ORDER  -  FIRST     CLASS II
 QC0214
 QC0214.The horizontal coordinates were scaled from a topographic map and have
 QC0214.an estimated accuracy of +/- 6 seconds.
 QC0214
 QC0214.The orthometric height was determined by differential leveling
 QC0214.and adjusted in June 1991.
 QC0214
 QC0214.The geoid height was determined by GEOID03.
 QC0214
 QC0214.The dynamic height is computed by dividing the NAVD 88
 QC0214.geopotential number by the normal gravity value computed on the
 QC0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0214.degrees latitude (g = 980.6199 gals.).
 QC0214
 QC0214.The modeled gravity was interpolated from observed gravity values.
 QC0214
 QC0214;                    North         East    Units  Estimated Accuracy
 QC0214;SPC OR N     -   115,220.    2,610,270.      MT  (+/- 180 meters Scaled)
 QC0214
 QC0214                          SUPERSEDED SURVEY CONTROL
 QC0214
 QC0214  NGVD 29 (??/??/92) 1313.816  (m)         4310.41   (f) ADJ UNCH    1 2
 QC0214
 QC0214.Superseded values are not recommended for survey control.
 QC0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0214.See file dsdata.txt to determine how the superseded data were derived.
 QC0214
 QC0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK329512(NAD 83)
 QC0214_MARKER: DD = SURVEY DISK
 QC0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QC0214_STAMPING: 4211 34 103 1929
 QC0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0214+STABILITY: SURFACE MOTION
 QC0214
 QC0214  HISTORY     - Date     Condition        Report By
 QC0214  HISTORY     - 1929     MONUMENTED       BPR
 QC0214  HISTORY     - 1967     MARK NOT FOUND   NGS
 QC0214
 QC0214                          STATION DESCRIPTION
 QC0214
 QC0214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 QC0214'2.0 MI S FROM LONG CREEK.
 QC0214'ABOUT 2.0 MILES SOUTH ALONG THE PENDLETON-JOHN DAY HIGHWAY (U.S. 395)
 QC0214'FROM LONG CREEK, GRANT COUNTY, AT SURVEY STATION 644+76 AT THE
 QC0214'NORTHWEST END OF A TANGENT TO A LIGHT REVERSE CURVE, 30 FEET SOUTHWEST
 QC0214'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 5 FEET HIGHER THAN THE
 QC0214'HIGHWAY.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK,
 QC0214'STAMPED 4211 34 103 1929 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0213 ***********************************************************************
 QC0213  DESIGNATION -  34 105
 QC0213  PID         -  QC0213
 QC0213  STATE/COUNTY-  OR/GRANT
 QC0213  USGS QUAD   -  LONG CREEK (1990)
 QC0213
 QC0213                         *CURRENT SURVEY CONTROL
 QC0213  ___________________________________________________________________
 QC0213* NAD 83(1986)-  44 41 38.     (N)    119 06 51.     (W)     SCALED    
 QC0213* NAVD 88     -      1279.620  (meters)    4198.22   (feet)  ADJUSTED  
 QC0213  ___________________________________________________________________
 QC0213  GEOID HEIGHT-         -18.17  (meters)                     GEOID03
 QC0213  DYNAMIC HT  -        1279.138 (meters)    4196.64  (feet)  COMP
 QC0213  MODELED GRAV-     980,196.0   (mgal)                       NAVD 88
 QC0213
 QC0213  VERT ORDER  -  FIRST     CLASS II
 QC0213
 QC0213.The horizontal coordinates were scaled from a topographic map and have
 QC0213.an estimated accuracy of +/- 6 seconds.
 QC0213
 QC0213.The orthometric height was determined by differential leveling
 QC0213.and adjusted in June 1991.
 QC0213
 QC0213.The geoid height was determined by GEOID03.
 QC0213
 QC0213.The dynamic height is computed by dividing the NAVD 88
 QC0213.geopotential number by the normal gravity value computed on the
 QC0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0213.degrees latitude (g = 980.6199 gals.).
 QC0213
 QC0213.The modeled gravity was interpolated from observed gravity values.
 QC0213
 QC0213;                    North         East    Units  Estimated Accuracy
 QC0213;SPC OR N     -   115,090.    2,609,840.      MT  (+/- 180 meters Scaled)
 QC0213
 QC0213                          SUPERSEDED SURVEY CONTROL
 QC0213
 QC0213  NGVD 29 (??/??/92) 1278.395  (m)         4194.20   (f) ADJ UNCH    1 2
 QC0213
 QC0213.Superseded values are not recommended for survey control.
 QC0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0213.See file dsdata.txt to determine how the superseded data were derived.
 QC0213
 QC0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK324511(NAD 83)
 QC0213_MARKER: DD = SURVEY DISK
 QC0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QC0213_STAMPING: 4195 34 105 1929
 QC0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0213+STABILITY: SURFACE MOTION
 QC0213
 QC0213  HISTORY     - Date     Condition        Report By
 QC0213  HISTORY     - 1929     MONUMENTED       BPR
 QC0213  HISTORY     - 1967     MARK NOT FOUND   NGS
 QC0213
 QC0213                          STATION DESCRIPTION
 QC0213
 QC0213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 QC0213'1.5 MI S FROM LONG CREEK.
 QC0213'ABOUT 1.5 MILES SOUTH ALONG THE PENDLETON JOHN DAY HIGHWAY (U.S. 395)
 QC0213'FROM LONG CREEK, GRANT COUNTY, AT THE SOUTHEAST END OF THE LOWEST
 QC0213'TANGENT TO A HAIRPIN CURVE, NEAR A CULVERT, 36 FEET SOUTHWEST OF THE
 QC0213'CENTER LINE OF THE HIGHWAY, AND 7 FEET SOUTHEAST OF A WASH.  A UNITED
 QC0213'STATES BUREAU OF PUBLIC ROADS STANDARD DISK, STAMPED 4195 34 105 1929
 QC0213'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- A DRIVEWAY AND CATTLE
 QC0213'GUARD HAS BEEN BUILT AT THIS MILEAGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0211 ***********************************************************************
 QC0211  DESIGNATION -  34 110
 QC0211  PID         -  QC0211
 QC0211  STATE/COUNTY-  OR/GRANT
 QC0211  USGS QUAD   -  LONG CREEK (1990)
 QC0211
 QC0211                         *CURRENT SURVEY CONTROL
 QC0211  ___________________________________________________________________
 QC0211* NAD 83(1986)-  44 42 03.     (N)    119 06 46.     (W)     SCALED    
 QC0211* NAVD 88     -      1229.521  (meters)    4033.85   (feet)  ADJUSTED  
 QC0211  ___________________________________________________________________
 QC0211  GEOID HEIGHT-         -18.19  (meters)                     GEOID03
 QC0211  DYNAMIC HT  -        1229.072 (meters)    4032.38  (feet)  COMP
 QC0211  MODELED GRAV-     980,209.2   (mgal)                       NAVD 88
 QC0211
 QC0211  VERT ORDER  -  FIRST     CLASS II
 QC0211
 QC0211.The horizontal coordinates were scaled from a topographic map and have
 QC0211.an estimated accuracy of +/- 6 seconds.
 QC0211
 QC0211.The orthometric height was determined by differential leveling
 QC0211.and adjusted in June 1991.
 QC0211
 QC0211.The geoid height was determined by GEOID03.
 QC0211
 QC0211.The dynamic height is computed by dividing the NAVD 88
 QC0211.geopotential number by the normal gravity value computed on the
 QC0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0211.degrees latitude (g = 980.6199 gals.).
 QC0211
 QC0211.The modeled gravity was interpolated from observed gravity values.
 QC0211
 QC0211;                    North         East    Units  Estimated Accuracy
 QC0211;SPC OR N     -   115,860.    2,609,930.      MT  (+/- 180 meters Scaled)
 QC0211
 QC0211                          SUPERSEDED SURVEY CONTROL
 QC0211
 QC0211  NGVD 29 (??/??/92) 1228.307  (m)         4029.87   (f) ADJ UNCH    1 2
 QC0211
 QC0211.Superseded values are not recommended for survey control.
 QC0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0211.See file dsdata.txt to determine how the superseded data were derived.
 QC0211
 QC0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK326518(NAD 83)
 QC0211_MARKER: DD = SURVEY DISK
 QC0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QC0211_STAMPING: 4030 34 110 1929
 QC0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0211+STABILITY: SURFACE MOTION
 QC0211
 QC0211  HISTORY     - Date     Condition        Report By
 QC0211  HISTORY     - 1929     MONUMENTED       BPR
 QC0211  HISTORY     - 1967     GOOD             NGS
 QC0211
 QC0211                          STATION DESCRIPTION
 QC0211
 QC0211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 QC0211'1.0 MI S FROM LONG CREEK.
 QC0211'1.0 MILE SOUTH ALONG U.S. HIGHWAY 395 FROM THE POST OFFICE AT LONG
 QC0211'CREEK, 0.3K MILE SOUTH OF MILE POST NO. 91, 150 FEET NORTH OF A GATE
 QC0211'INTO A FIELD TO THE EAST, 41 FEET EAST OF THE CENTER OF THE HIGHWAY,
 QC0211'27 FEET SOUTHEAST OF THE EAST END OF A METAL CULVERT, 1 FOOT WEST OF
 QC0211'THE RIGHT-OF-WAY FENCE AND 0.5 FOOT NORTH OF A METAL WITNESS POST SET
 QC0211'IN A CYLINDRICAL CONCRETE MONUMENT THAT IS 8-INCHES IN DIAMETER AND
 QC0211'PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0209 ***********************************************************************
 QC0209  DESIGNATION -  34 113
 QC0209  PID         -  QC0209
 QC0209  STATE/COUNTY-  OR/GRANT
 QC0209  USGS QUAD   -  LONG CREEK (1990)
 QC0209
 QC0209                         *CURRENT SURVEY CONTROL
 QC0209  ___________________________________________________________________
 QC0209* NAD 83(1986)-  44 42 17.     (N)    119 06 33.     (W)     SCALED    
 QC0209* NAVD 88     -      1196.921  (meters)    3926.90   (feet)  ADJUSTED  
 QC0209  ___________________________________________________________________
 QC0209  GEOID HEIGHT-         -18.20  (meters)                     GEOID03
 QC0209  DYNAMIC HT  -        1196.493 (meters)    3925.49  (feet)  COMP
 QC0209  MODELED GRAV-     980,218.4   (mgal)                       NAVD 88
 QC0209
 QC0209  VERT ORDER  -  FIRST     CLASS II
 QC0209
 QC0209.The horizontal coordinates were scaled from a topographic map and have
 QC0209.an estimated accuracy of +/- 6 seconds.
 QC0209
 QC0209.The orthometric height was determined by differential leveling
 QC0209.and adjusted in June 1991.
 QC0209
 QC0209.The geoid height was determined by GEOID03.
 QC0209
 QC0209.The dynamic height is computed by dividing the NAVD 88
 QC0209.geopotential number by the normal gravity value computed on the
 QC0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0209.degrees latitude (g = 980.6199 gals.).
 QC0209
 QC0209.The modeled gravity was interpolated from observed gravity values.
 QC0209
 QC0209;                    North         East    Units  Estimated Accuracy
 QC0209;SPC OR N     -   116,300.    2,610,210.      MT  (+/- 180 meters Scaled)
 QC0209
 QC0209                          SUPERSEDED SURVEY CONTROL
 QC0209
 QC0209  NGVD 29 (??/??/92) 1195.716  (m)         3922.94   (f) ADJ UNCH    1 2
 QC0209
 QC0209.Superseded values are not recommended for survey control.
 QC0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0209.See file dsdata.txt to determine how the superseded data were derived.
 QC0209
 QC0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK329523(NAD 83)
 QC0209_MARKER: DD = SURVEY DISK
 QC0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QC0209_STAMPING: 3923 34 113 1929
 QC0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0209+STABILITY: SURFACE MOTION
 QC0209
 QC0209  HISTORY     - Date     Condition        Report By
 QC0209  HISTORY     - 1929     MONUMENTED       BPR
 QC0209  HISTORY     - 1968     GOOD             NGS
 QC0209
 QC0209                          STATION DESCRIPTION
 QC0209
 QC0209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 QC0209'0.75 MI S FROM LONG CREEK.
 QC0209'0.75 MILE SOUTH ALONG U.S. HIGHWAY 395 FROM THE POST OFFICE AT LONG
 QC0209'CREEK, 0.15 MILE SOUTH OF THE ENTRANCE TO THE HIGHWAY STOCK PILE, 30
 QC0209'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 25 FEET NORTHWEST OF MILE
 QC0209'POST NO. 91, 7.5 FEET EAST OF THE RIGHT-OF-WAY FENCE AND 1 FOOT NORTH
 QC0209'OF A METAL WITNESS POST SET IN A CYLINDRICAL CONCRETE MONUMENT THAT IS
 QC0209'8 INCHES IN DIAMETER AND PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0241 ***********************************************************************
 QC0241  DESIGNATION -  34 15
 QC0241  PID         -  QC0241
 QC0241  STATE/COUNTY-  OR/GRANT
 QC0241  USGS QUAD   -  JOHNSON SADDLE (1990)
 QC0241
 QC0241                         *CURRENT SURVEY CONTROL
 QC0241  ___________________________________________________________________
 QC0241* NAD 83(1986)-  44 33 21.     (N)    119 04 52.     (W)     SCALED    
 QC0241* NAVD 88     -      1258.49   (+/-2cm)    4128.9    (feet)  VERTCON   
 QC0241  ___________________________________________________________________
 QC0241  GEOID HEIGHT-         -18.02  (meters)                     GEOID03
 QC0241  VERT ORDER  -  ? (See Below)
 QC0241
 QC0241.The horizontal coordinates were scaled from a topographic map and have
 QC0241.an estimated accuracy of +/- 6 seconds.
 QC0241
 QC0241.The NAVD 88 height was computed by applying the VERTCON shift value to
 QC0241.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QC0241.The vertical order pertains to the NGVD 29 superseded value.
 QC0241
 QC0241.The geoid height was determined by GEOID03.
 QC0241
 QC0241;                    North         East    Units  Estimated Accuracy
 QC0241;SPC OR N     -    99,800.    2,612,730.      MT  (+/- 180 meters Scaled)
 QC0241
 QC0241                          SUPERSEDED SURVEY CONTROL
 QC0241
 QC0241  NGVD 29 (??/??/92) 1257.279  (m)         4124.92   (f) ADJ UNCH    ?  
 QC0241
 QC0241.Superseded values are not recommended for survey control.
 QC0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0241.See file dsdata.txt to determine how the superseded data were derived.
 QC0241
 QC0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK347357(NAD 83)
 QC0241_MARKER: DD = SURVEY DISK
 QC0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QC0241_STAMPING: 4125 34 15 1929
 QC0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0241+STABILITY: SURFACE MOTION
 QC0241
 QC0241  HISTORY     - Date     Condition        Report By
 QC0241  HISTORY     - 1929     MONUMENTED       BPR
 QC0241  HISTORY     - 1967     MARK NOT FOUND   NGS
 QC0241
 QC0241                          STATION DESCRIPTION
 QC0241
 QC0241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 QC0241'8.4 MI S FROM FOX.
 QC0241'ABOUT 8.4 MILES SOUTH ALONG THE PENDLETON-JOHN DAY HIGHWAY (U.S. 395)
 QC0241'FROM FOX, GRANT COUNTY, ABOUT 0.3 MILE SOUTH OF THE JUNCTION OF THE
 QC0241'ROAD LEADING TO HIYU GUARD STATION, AT THE NORTHWEST END OF A SHORT
 QC0241'TANGENT CLOSE TO THE BANK OF BEECH CREEK, 43 FEET SOUTHWEST OF THE
 QC0241'CENTER LINE OF THE HIGHWAY AND ABOUT 8 FEET LOWER THAN THE HIGHWAY. A
 QC0241'UNITED STATES BUREAU OF ROADS STANDARD DISK, STAMPED 4125 34 15 1929
 QC0241'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE HIGHWAY HAS BEEN
 QC0241'IMPROVED AT THIS MILEAGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0239 ***********************************************************************
 QC0239  DESIGNATION -  34 22
 QC0239  PID         -  QC0239
 QC0239  STATE/COUNTY-  OR/GRANT
 QC0239  USGS QUAD   -  JOHNSON SADDLE (1990)
 QC0239
 QC0239                         *CURRENT SURVEY CONTROL
 QC0239  ___________________________________________________________________
 QC0239* NAD 83(1986)-  44 33 47.     (N)    119 05 42.     (W)     SCALED    
 QC0239* NAVD 88     -      1308.729  (meters)    4293.72   (feet)  ADJUSTED  
 QC0239  ___________________________________________________________________
 QC0239  GEOID HEIGHT-         -18.03  (meters)                     GEOID03
 QC0239  DYNAMIC HT  -        1308.229 (meters)    4292.08  (feet)  COMP
 QC0239  MODELED GRAV-     980,189.6   (mgal)                       NAVD 88
 QC0239
 QC0239  VERT ORDER  -  FIRST     CLASS II
 QC0239
 QC0239.The horizontal coordinates were scaled from a topographic map and have
 QC0239.an estimated accuracy of +/- 6 seconds.
 QC0239
 QC0239.The orthometric height was determined by differential leveling
 QC0239.and adjusted in June 1991.
 QC0239
 QC0239.The geoid height was determined by GEOID03.
 QC0239
 QC0239.The dynamic height is computed by dividing the NAVD 88
 QC0239.geopotential number by the normal gravity value computed on the
 QC0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0239.degrees latitude (g = 980.6199 gals.).
 QC0239
 QC0239.The modeled gravity was interpolated from observed gravity values.
 QC0239
 QC0239;                    North         East    Units  Estimated Accuracy
 QC0239;SPC OR N     -   100,580.    2,611,610.      MT  (+/- 180 meters Scaled)
 QC0239
 QC0239                          SUPERSEDED SURVEY CONTROL
 QC0239
 QC0239  NGVD 29 (??/??/92) 1307.511  (m)         4289.73   (f) ADJ UNCH    1 2
 QC0239
 QC0239.Superseded values are not recommended for survey control.
 QC0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0239.See file dsdata.txt to determine how the superseded data were derived.
 QC0239
 QC0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK336365(NAD 83)
 QC0239_MARKER: DD = SURVEY DISK
 QC0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QC0239_STAMPING: 4290 34 22 1929
 QC0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0239+STABILITY: SURFACE MOTION
 QC0239
 QC0239  HISTORY     - Date     Condition        Report By
 QC0239  HISTORY     - 1929     MONUMENTED       BPR
 QC0239  HISTORY     - 1935     GOOD             NGS
 QC0239
 QC0239                          STATION DESCRIPTION
 QC0239
 QC0239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 QC0239'7.5 MI S FROM FOX.
 QC0239'7.5 MILES SOUTH ALONG THE PENDLETON - JOHN DAY HIGHWAY FROM FOX, GRANT
 QC0239'COUNTY, AT SURVEY STATION 259 + 8, AT THE EAST END OF AN 0.2 MILE
 QC0239'TANGENT, 35 FEET NORTH OF THE HIGHWAY CENTERLINE AND 4 FEET HIGHER, IN
 QC0239'THE DITCH LINE OF THE OLD ROAD, ABOUT 35 FEET EAST OF THE WEST END OF
 QC0239'A CUT ON THE OLD ROAD.  A UNITED STATES BUREAU OF PUBLIC ROADS
 QC0239'STANDARD DISK STAMPED 4290 34 22 1929 AND WET IN THE TOP OF A CONCRETE
 QC0239'POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0233 ***********************************************************************
 QC0233  DESIGNATION -  34 56
 QC0233  PID         -  QC0233
 QC0233  STATE/COUNTY-  OR/GRANT
 QC0233  USGS QUAD   -  FOX (1990)
 QC0233
 QC0233                         *CURRENT SURVEY CONTROL
 QC0233  ___________________________________________________________________
 QC0233* NAD 83(1986)-  44 38 18.     (N)    119 08 39.     (W)     SCALED    
 QC0233* NAVD 88     -      1335.329  (meters)    4380.99   (feet)  ADJUSTED  
 QC0233  ___________________________________________________________________
 QC0233  GEOID HEIGHT-         -18.15  (meters)                     GEOID03
 QC0233  DYNAMIC HT  -        1334.821 (meters)    4379.33  (feet)  COMP
 QC0233  MODELED GRAV-     980,190.3   (mgal)                       NAVD 88
 QC0233
 QC0233  VERT ORDER  -  FIRST     CLASS II
 QC0233
 QC0233.The horizontal coordinates were scaled from a topographic map and have
 QC0233.an estimated accuracy of +/- 6 seconds.
 QC0233
 QC0233.The orthometric height was determined by differential leveling
 QC0233.and adjusted in June 1991.
 QC0233
 QC0233.The geoid height was determined by GEOID03.
 QC0233
 QC0233.The dynamic height is computed by dividing the NAVD 88
 QC0233.geopotential number by the normal gravity value computed on the
 QC0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0233.degrees latitude (g = 980.6199 gals.).
 QC0233
 QC0233.The modeled gravity was interpolated from observed gravity values.
 QC0233
 QC0233;                    North         East    Units  Estimated Accuracy
 QC0233;SPC OR N     -   108,880.    2,607,560.      MT  (+/- 180 meters Scaled)
 QC0233
 QC0233                          SUPERSEDED SURVEY CONTROL
 QC0233
 QC0233  NGVD 29 (??/??/92) 1334.105  (m)         4376.98   (f) ADJ UNCH    1 2
 QC0233
 QC0233.Superseded values are not recommended for survey control.
 QC0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0233.See file dsdata.txt to determine how the superseded data were derived.
 QC0233
 QC0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK299450(NAD 83)
 QC0233_MARKER: DD = SURVEY DISK
 QC0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QC0233_STAMPING: 4378 34 56 1929
 QC0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0233+STABILITY: SURFACE MOTION
 QC0233
 QC0233  HISTORY     - Date     Condition        Report By
 QC0233  HISTORY     - 1929     MONUMENTED       BPR
 QC0233  HISTORY     - 1967     GOOD             NGS
 QC0233
 QC0233                          STATION DESCRIPTION
 QC0233
 QC0233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 QC0233'0.7 MI S FROM FOX.
 QC0233'0.7 MILE SOUTH ALONG U.S. HIGHWAY 395 FROM THE POST OFFICE AT FOX, 0.1
 QC0233'MILE SOUTH OF MILE POST NO. 99, 315 FEET NORTH OF THE BRIDGE OVER FOX
 QC0233'CREEK, 210 FEET SOUTH OF A DRIVEWAY ON EITHER SIDE OF THE HIGHWAY, 30
 QC0233'FEET EAST OF THE CENTER OF THE HIGHWAY, 4 FEET WEST OF THE
 QC0233'RIGHT-OF-WAY FENCE AND 1 FOOT SOUTH OF A METAL WITNESS POST SET IN A
 QC0233'CYLINDRICAL CONCRETE MONUMENT THAT IS 8-INCHES IN DIAMETER AND
 QC0233'PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0232 ***********************************************************************
 QC0232  DESIGNATION -  34 58
 QC0232  PID         -  QC0232
 QC0232  STATE/COUNTY-  OR/GRANT
 QC0232  USGS QUAD   -  FOX (1990)
 QC0232
 QC0232                         *CURRENT SURVEY CONTROL
 QC0232  ___________________________________________________________________
 QC0232* NAD 83(1986)-  44 38 29.     (N)    119 08 37.     (W)     SCALED    
 QC0232* NAVD 88     -      1336.185  (meters)    4383.80   (feet)  ADJUSTED  
 QC0232  ___________________________________________________________________
 QC0232  GEOID HEIGHT-         -18.15  (meters)                     GEOID03
 QC0232  DYNAMIC HT  -        1335.677 (meters)    4382.13  (feet)  COMP
 QC0232  MODELED GRAV-     980,190.0   (mgal)                       NAVD 88
 QC0232
 QC0232  VERT ORDER  -  FIRST     CLASS II
 QC0232
 QC0232.The horizontal coordinates were scaled from a topographic map and have
 QC0232.an estimated accuracy of +/- 6 seconds.
 QC0232
 QC0232.The orthometric height was determined by differential leveling
 QC0232.and adjusted in June 1991.
 QC0232
 QC0232.The geoid height was determined by GEOID03.
 QC0232
 QC0232.The dynamic height is computed by dividing the NAVD 88
 QC0232.geopotential number by the normal gravity value computed on the
 QC0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0232.degrees latitude (g = 980.6199 gals.).
 QC0232
 QC0232.The modeled gravity was interpolated from observed gravity values.
 QC0232
 QC0232;                    North         East    Units  Estimated Accuracy
 QC0232;SPC OR N     -   109,220.    2,607,600.      MT  (+/- 180 meters Scaled)
 QC0232
 QC0232                          SUPERSEDED SURVEY CONTROL
 QC0232
 QC0232  NGVD 29 (??/??/92) 1334.961  (m)         4379.78   (f) ADJ UNCH    1 2
 QC0232
 QC0232.Superseded values are not recommended for survey control.
 QC0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0232.See file dsdata.txt to determine how the superseded data were derived.
 QC0232
 QC0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK300453(NAD 83)
 QC0232_MARKER: DD = SURVEY DISK
 QC0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QC0232_STAMPING: 4380 34 58 1929
 QC0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0232+STABILITY: SURFACE MOTION
 QC0232
 QC0232  HISTORY     - Date     Condition        Report By
 QC0232  HISTORY     - 1929     MONUMENTED       BPR
 QC0232  HISTORY     - 1967     GOOD             NGS
 QC0232
 QC0232                          STATION DESCRIPTION
 QC0232
 QC0232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 QC0232'0.55 MI S FROM FOX.
 QC0232'0.55 MILE SOUTH ALONG U.S. HIGHWAY 395 FROM THE POST OFFICE AT FOX,
 QC0232'450 FEET SOUTH OF A GRAVELED ROAD EAST, 190 FEET NORTHEAST AND ACROSS
 QC0232'THE HIGHWAY FROM MILE POST NO. 99, 57 FEET SOUTH OF POWER POLE NO.
 QC0232'202, 31 FEET EAST OF THE CENTER OF THE HIGHWAY, 2 FEET WEST OF THE
 QC0232'RIGHT-OF-WAY FENCE AND 0.5 FOOT NORTH OF A METAL WITNESS POST SET IN A
 QC0232'CYLINDRICAL CONCRETE MONUMENT THAT IS 8-INCHES IN DIAMETER AND
 QC0232'PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0231 ***********************************************************************
 QC0231  DESIGNATION -  34 60
 QC0231  PID         -  QC0231
 QC0231  STATE/COUNTY-  OR/GRANT
 QC0231  USGS QUAD   -  FOX (1990)
 QC0231
 QC0231                         *CURRENT SURVEY CONTROL
 QC0231  ___________________________________________________________________
 QC0231* NAD 83(1986)-  44 38 55.     (N)    119 08 36.     (W)     SCALED    
 QC0231* NAVD 88     -      1339.317  (meters)    4394.08   (feet)  ADJUSTED  
 QC0231  ___________________________________________________________________
 QC0231  GEOID HEIGHT-         -18.16  (meters)                     GEOID03
 QC0231  DYNAMIC HT  -        1338.806 (meters)    4392.40  (feet)  COMP
 QC0231  MODELED GRAV-     980,189.2   (mgal)                       NAVD 88
 QC0231
 QC0231  VERT ORDER  -  FIRST     CLASS II
 QC0231
 QC0231.The horizontal coordinates were scaled from a topographic map and have
 QC0231.an estimated accuracy of +/- 6 seconds.
 QC0231
 QC0231.The orthometric height was determined by differential leveling
 QC0231.and adjusted in June 1991.
 QC0231
 QC0231.The geoid height was determined by GEOID03.
 QC0231
 QC0231.The dynamic height is computed by dividing the NAVD 88
 QC0231.geopotential number by the normal gravity value computed on the
 QC0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0231.degrees latitude (g = 980.6199 gals.).
 QC0231
 QC0231.The modeled gravity was interpolated from observed gravity values.
 QC0231
 QC0231;                    North         East    Units  Estimated Accuracy
 QC0231;SPC OR N     -   110,020.    2,607,610.      MT  (+/- 180 meters Scaled)
 QC0231
 QC0231                          SUPERSEDED SURVEY CONTROL
 QC0231
 QC0231  NGVD 29 (??/??/92) 1338.091  (m)         4390.05   (f) ADJ UNCH    1 2
 QC0231
 QC0231.Superseded values are not recommended for survey control.
 QC0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0231.See file dsdata.txt to determine how the superseded data were derived.
 QC0231
 QC0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK300461(NAD 83)
 QC0231_MARKER: DD = SURVEY DISK
 QC0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QC0231_STAMPING: 4391 34 60 1929
 QC0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0231+STABILITY: SURFACE MOTION
 QC0231
 QC0231  HISTORY     - Date     Condition        Report By
 QC0231  HISTORY     - 1929     MONUMENTED       BPR
 QC0231  HISTORY     - 1967     MARK NOT FOUND   NGS
 QC0231
 QC0231                          STATION DESCRIPTION
 QC0231
 QC0231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 QC0231'IN FOX.
 QC0231'AT FOX, GRANT COUNTY, ON THE PENDLETON-JOHN DAY HIGHWAY (U.S. 395),
 QC0231'OPPOSITE THE ROAD LEADING WEST TO MONUMENT AT SURVEY STATION 316+96,
 QC0231'30 FEET FROM THE NORTHWEST CORNER OF SECTION 5, T. 11 S., R. 30 E., 96
 QC0231'FEET SOUTH OF A HIGHWAY BRIDGE AND 30 FEET EAST OF THE HIGHWAY.  A
 QC0231'UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK, STAMPED 4391 34 60
 QC0231'1929 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- BUILDINGS HAVE
 QC0231'BEEN MOVED AND AN UNDER-GROUND GASOLINE TANK HAD BEEN REMOVED AT THIS
 QC0231'LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0227 ***********************************************************************
 QC0227  DESIGNATION -  34 65
 QC0227  PID         -  QC0227
 QC0227  STATE/COUNTY-  OR/GRANT
 QC0227  USGS QUAD   -  FOX (1990)
 QC0227
 QC0227                         *CURRENT SURVEY CONTROL
 QC0227  ___________________________________________________________________
 QC0227* NAD 83(1986)-  44 39 24.     (N)    119 08 22.     (W)     SCALED    
 QC0227* NAVD 88     -      1416.949  (meters)    4648.77   (feet)  ADJUSTED  
 QC0227  ___________________________________________________________________
 QC0227  GEOID HEIGHT-         -18.16  (meters)                     GEOID03
 QC0227  DYNAMIC HT  -        1416.412 (meters)    4647.01  (feet)  COMP
 QC0227  MODELED GRAV-     980,187.7   (mgal)                       NAVD 88
 QC0227
 QC0227  VERT ORDER  -  FIRST     CLASS II
 QC0227
 QC0227.The horizontal coordinates were scaled from a topographic map and have
 QC0227.an estimated accuracy of +/- 6 seconds.
 QC0227
 QC0227.The orthometric height was determined by differential leveling
 QC0227.and adjusted in June 1991.
 QC0227
 QC0227.The geoid height was determined by GEOID03.
 QC0227
 QC0227.The dynamic height is computed by dividing the NAVD 88
 QC0227.geopotential number by the normal gravity value computed on the
 QC0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0227.degrees latitude (g = 980.6199 gals.).
 QC0227
 QC0227.The modeled gravity was interpolated from observed gravity values.
 QC0227
 QC0227;                    North         East    Units  Estimated Accuracy
 QC0227;SPC OR N     -   110,920.    2,607,900.      MT  (+/- 180 meters Scaled)
 QC0227
 QC0227                          SUPERSEDED SURVEY CONTROL
 QC0227
 QC0227  NGVD 29 (??/??/92) 1415.726  (m)         4644.76   (f) ADJ UNCH    1 2
 QC0227
 QC0227.Superseded values are not recommended for survey control.
 QC0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0227.See file dsdata.txt to determine how the superseded data were derived.
 QC0227
 QC0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK303470(NAD 83)
 QC0227_MARKER: DD = SURVEY DISK
 QC0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QC0227_STAMPING: 4646 34 65 1929
 QC0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0227+STABILITY: SURFACE MOTION
 QC0227
 QC0227  HISTORY     - Date     Condition        Report By
 QC0227  HISTORY     - 1929     MONUMENTED       BPR
 QC0227  HISTORY     - 1967     GOOD             NGS
 QC0227
 QC0227                          STATION DESCRIPTION
 QC0227
 QC0227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 QC0227'1.2 MI N FROM FOX.
 QC0227'1.2 MILES NORTH ALONG U.S. HIGHWAY 395 FROM THE POST OFFICE AT FOX,
 QC0227'0.25 MILE SOUTH OF MILE POST NO. 97, 150 FEET SOUTH OF A METAL CULVERT
 QC0227'UNDER THE HIGHWAY, 28 FEET NORTHWEST OF THE CENTER OF THE HIGHWAY, 1.5
 QC0227'FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE AND 1 FOOT NORTHWEST OF A
 QC0227'METAL WITNESS POST SET IN A CYLINDRICAL CONCRETE MONUMENT THAT IS
 QC0227'8-INCHES IN DIAMETER AND PROJECTS 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0226 ***********************************************************************
 QC0226  DESIGNATION -  34 67
 QC0226  PID         -  QC0226
 QC0226  STATE/COUNTY-  OR/GRANT
 QC0226  USGS QUAD   -  FOX (1990)
 QC0226
 QC0226                         *CURRENT SURVEY CONTROL
 QC0226  ___________________________________________________________________
 QC0226* NAD 83(1986)-  44 39 32.     (N)    119 08 12.     (W)     SCALED    
 QC0226* NAVD 88     -      1433.113  (meters)    4701.80   (feet)  ADJUSTED  
 QC0226  ___________________________________________________________________
 QC0226  GEOID HEIGHT-         -18.15  (meters)                     GEOID03
 QC0226  DYNAMIC HT  -        1432.569 (meters)    4700.02  (feet)  COMP
 QC0226  MODELED GRAV-     980,186.8   (mgal)                       NAVD 88
 QC0226
 QC0226  VERT ORDER  -  FIRST     CLASS II
 QC0226
 QC0226.The horizontal coordinates were scaled from a topographic map and have
 QC0226.an estimated accuracy of +/- 6 seconds.
 QC0226
 QC0226.The orthometric height was determined by differential leveling
 QC0226.and adjusted in June 1991.
 QC0226
 QC0226.The geoid height was determined by GEOID03.
 QC0226
 QC0226.The dynamic height is computed by dividing the NAVD 88
 QC0226.geopotential number by the normal gravity value computed on the
 QC0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0226.degrees latitude (g = 980.6199 gals.).
 QC0226
 QC0226.The modeled gravity was interpolated from observed gravity values.
 QC0226
 QC0226;                    North         East    Units  Estimated Accuracy
 QC0226;SPC OR N     -   111,170.    2,608,120.      MT  (+/- 180 meters Scaled)
 QC0226
 QC0226                          SUPERSEDED SURVEY CONTROL
 QC0226
 QC0226  NGVD 29 (??/??/92) 1431.890  (m)         4697.79   (f) ADJ UNCH    1 2
 QC0226
 QC0226.Superseded values are not recommended for survey control.
 QC0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0226.See file dsdata.txt to determine how the superseded data were derived.
 QC0226
 QC0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK306472(NAD 83)
 QC0226_MARKER: DD = SURVEY DISK
 QC0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QC0226_STAMPING: 4699 34 67 1929
 QC0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0226+STABILITY: SURFACE MOTION
 QC0226
 QC0226  HISTORY     - Date     Condition        Report By
 QC0226  HISTORY     - 1929     MONUMENTED       BPR
 QC0226  HISTORY     - 1967     GOOD             NGS
 QC0226
 QC0226                          STATION DESCRIPTION
 QC0226
 QC0226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 QC0226'1.3 MI N FROM FOX.
 QC0226'1.3 MILES NORTH ALONG U.S. HIGHWAY 395 FROM THE POST OFFICE AT FOX,
 QC0226'0.25 MILE SOUTH OF THE BOUNDARY OF THE MALHUER NATIONAL FOREST, 0.1
 QC0226'MILE SOUTH OF MILE POST NO. 97, 150 FEET NORTH AND ACROSS THE HIGHWAY
 QC0226'FROM A CATTLE GUARD, 30 FEET NORTHWEST OF THE CENTER OF THE HIGHWAY,
 QC0226'26 FEET SOUTHWEST OF THE WEST END OF A METAL CULVERT UNDER THE
 QC0226'HIGHWAY, 14 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE AND 1 FOOT
 QC0226'NORTHEAST OF A METAL WITNESS POST SET IN A CYLINDRICAL CONCRETE
 QC0226'MONUMENT THAT IS 8-INCHES IN DIAMETER AND PROJECTS 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0224 ***********************************************************************
 QC0224  DESIGNATION -  34 74
 QC0224  PID         -  QC0224
 QC0224  STATE/COUNTY-  OR/GRANT
 QC0224  USGS QUAD   -  FOX (1990)
 QC0224
 QC0224                         *CURRENT SURVEY CONTROL
 QC0224  ___________________________________________________________________
 QC0224* NAD 83(1986)-  44 40 16.     (N)    119 08 04.     (W)     SCALED    
 QC0224* NAVD 88     -      1507.961  (meters)    4947.37   (feet)  ADJUSTED  
 QC0224  ___________________________________________________________________
 QC0224  GEOID HEIGHT-         -18.16  (meters)                     GEOID03
 QC0224  DYNAMIC HT  -        1507.393 (meters)    4945.51  (feet)  COMP
 QC0224  MODELED GRAV-     980,186.5   (mgal)                       NAVD 88
 QC0224
 QC0224  VERT ORDER  -  FIRST     CLASS II
 QC0224
 QC0224.The horizontal coordinates were scaled from a topographic map and have
 QC0224.an estimated accuracy of +/- 6 seconds.
 QC0224
 QC0224.The orthometric height was determined by differential leveling
 QC0224.and adjusted in June 1991.
 QC0224
 QC0224.The geoid height was determined by GEOID03.
 QC0224
 QC0224.The dynamic height is computed by dividing the NAVD 88
 QC0224.geopotential number by the normal gravity value computed on the
 QC0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0224.degrees latitude (g = 980.6199 gals.).
 QC0224
 QC0224.The modeled gravity was interpolated from observed gravity values.
 QC0224
 QC0224;                    North         East    Units  Estimated Accuracy
 QC0224;SPC OR N     -   112,530.    2,608,270.      MT  (+/- 180 meters Scaled)
 QC0224
 QC0224                          SUPERSEDED SURVEY CONTROL
 QC0224
 QC0224  NGVD 29 (??/??/92) 1506.745  (m)         4943.38   (f) ADJ UNCH    1 2
 QC0224
 QC0224.Superseded values are not recommended for survey control.
 QC0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0224.See file dsdata.txt to determine how the superseded data were derived.
 QC0224
 QC0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK308486(NAD 83)
 QC0224_MARKER: DD = SURVEY DISK
 QC0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QC0224_STAMPING: 4944 34 74 1929
 QC0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0224+STABILITY: SURFACE MOTION
 QC0224
 QC0224  HISTORY     - Date     Condition        Report By
 QC0224  HISTORY     - 1929     MONUMENTED       BPR
 QC0224  HISTORY     - 1967     GOOD             NGS
 QC0224
 QC0224                          STATION DESCRIPTION
 QC0224
 QC0224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 QC0224'2.3 MI N FROM FOX.
 QC0224'2.3 MILES NORTH ALONG U.S. HIGHWAY 395 FROM THE POST OFFICE AT FOX,
 QC0224'0.15 MILE SOUTH OF MILE POST NO. 96, 200 FEET NORTH OF THE NORTH END
 QC0224'OF A THRU CUT, 45 FEET EAST OF THE CENTER OF THE HIGHWAY, 1 FOOT SOUTH
 QC0224'OF A METAL WITNESS POST AND 10 FEET ABOVE THE LEVEL OF THE HIGHWAY SET
 QC0224'IN A CYLINDRICAL CONCRETE MONUMENT THAT IS 8-INCHES IN DIAMETER AND
 QC0224'PROJECTS 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0223 ***********************************************************************
 QC0223  DESIGNATION -  34 76
 QC0223  PID         -  QC0223
 QC0223  STATE/COUNTY-  OR/GRANT
 QC0223  USGS QUAD   -  FOX (1990)
 QC0223
 QC0223                         *CURRENT SURVEY CONTROL
 QC0223  ___________________________________________________________________
 QC0223* NAD 83(1986)-  44 40 49.     (N)    119 07 50.     (W)     SCALED    
 QC0223* NAVD 88     -      1556.324  (meters)    5106.04   (feet)  ADJUSTED  
 QC0223  ___________________________________________________________________
 QC0223  GEOID HEIGHT-         -18.17  (meters)                     GEOID03
 QC0223  DYNAMIC HT  -        1555.742 (meters)    5104.13  (feet)  COMP
 QC0223  MODELED GRAV-     980,187.3   (mgal)                       NAVD 88
 QC0223
 QC0223  VERT ORDER  -  FIRST     CLASS II
 QC0223
 QC0223.The horizontal coordinates were scaled from a topographic map and have
 QC0223.an estimated accuracy of +/- 6 seconds.
 QC0223
 QC0223.The orthometric height was determined by differential leveling
 QC0223.and adjusted in June 1991.
 QC0223
 QC0223.The geoid height was determined by GEOID03.
 QC0223
 QC0223.The dynamic height is computed by dividing the NAVD 88
 QC0223.geopotential number by the normal gravity value computed on the
 QC0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0223.degrees latitude (g = 980.6199 gals.).
 QC0223
 QC0223.The modeled gravity was interpolated from observed gravity values.
 QC0223
 QC0223;                    North         East    Units  Estimated Accuracy
 QC0223;SPC OR N     -   113,560.    2,608,560.      MT  (+/- 180 meters Scaled)
 QC0223
 QC0223                          SUPERSEDED SURVEY CONTROL
 QC0223
 QC0223  NGVD 29 (??/??/92) 1555.112  (m)         5102.06   (f) ADJ UNCH    1 2
 QC0223
 QC0223.Superseded values are not recommended for survey control.
 QC0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0223.See file dsdata.txt to determine how the superseded data were derived.
 QC0223
 QC0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK311496(NAD 83)
 QC0223_MARKER: DD = SURVEY DISK
 QC0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QC0223_STAMPING: 5103 34 76 1929
 QC0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0223+STABILITY: SURFACE MOTION
 QC0223
 QC0223  HISTORY     - Date     Condition        Report By
 QC0223  HISTORY     - 1929     MONUMENTED       BPR
 QC0223  HISTORY     - 1967     GOOD             NGS
 QC0223
 QC0223                          STATION DESCRIPTION
 QC0223
 QC0223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 QC0223'3.0 MI N FROM FOX.
 QC0223'5.0 MILES SOUTH ALONG U.S. HIGHWAY 395 FROM THE POST OFFICE AT LONG
 QC0223'CREEK, 3.0 MILES NORTH ALONG U.S. HIGHWAY 395 FROM THE POST OFFICE AT
 QC0223'FOX, AT A SUMMIT JUST NORTH OF A HIGHWAY STOCK PILE, 0.05 MILE NORTH
 QC0223'OF A ROAD EAST TO LONG CR. MT. L.O., 62 FEET SOUTH AND ACROSS THE
 QC0223'HIGHWAY FROM THE SIGN, SUMMIT ELEV. 5101, 38 FEET NORTH OF A SNOW
 QC0223'FENCE, 43 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 1 FOOT WEST OF A
 QC0223'METAL WITNESS POST AND 4 FEET ABOVE THE LEVEL OF THE HIGHWAY SET IN A
 QC0223'CYLINDRICAL CONCRETE MONUMENT THAT IS 8-INCHES IN DIAMETER AND
 QC0223'PROJECTS 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0219 ***********************************************************************
 QC0219  DESIGNATION -  34 93
 QC0219  PID         -  QC0219
 QC0219  STATE/COUNTY-  OR/GRANT
 QC0219  USGS QUAD   -  LONG CREEK (1990)
 QC0219
 QC0219                         *CURRENT SURVEY CONTROL
 QC0219  ___________________________________________________________________
 QC0219* NAD 83(1986)-  44 41 06.     (N)    119 06 00.     (W)     SCALED    
 QC0219* NAVD 88     -      1402.979  (meters)    4602.94   (feet)  ADJUSTED  
 QC0219  ___________________________________________________________________
 QC0219  GEOID HEIGHT-         -18.12  (meters)                     GEOID03
 QC0219  DYNAMIC HT  -        1402.452 (meters)    4601.21  (feet)  COMP
 QC0219  MODELED GRAV-     980,192.0   (mgal)                       NAVD 88
 QC0219
 QC0219  VERT ORDER  -  FIRST     CLASS II
 QC0219
 QC0219.The horizontal coordinates were scaled from a topographic map and have
 QC0219.an estimated accuracy of +/- 6 seconds.
 QC0219
 QC0219.The orthometric height was determined by differential leveling
 QC0219.and adjusted in June 1991.
 QC0219
 QC0219.The geoid height was determined by GEOID03.
 QC0219
 QC0219.The dynamic height is computed by dividing the NAVD 88
 QC0219.geopotential number by the normal gravity value computed on the
 QC0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0219.degrees latitude (g = 980.6199 gals.).
 QC0219
 QC0219.The modeled gravity was interpolated from observed gravity values.
 QC0219
 QC0219;                    North         East    Units  Estimated Accuracy
 QC0219;SPC OR N     -   114,120.    2,610,980.      MT  (+/- 180 meters Scaled)
 QC0219
 QC0219                          SUPERSEDED SURVEY CONTROL
 QC0219
 QC0219  NGVD 29 (??/??/92) 1401.760  (m)         4598.94   (f) ADJ UNCH    1 2
 QC0219
 QC0219.Superseded values are not recommended for survey control.
 QC0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0219.See file dsdata.txt to determine how the superseded data were derived.
 QC0219
 QC0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK335501(NAD 83)
 QC0219_MARKER: DD = SURVEY DISK
 QC0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QC0219_STAMPING: 4600 34 93 1929
 QC0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0219+STABILITY: SURFACE MOTION
 QC0219
 QC0219  HISTORY     - Date     Condition        Report By
 QC0219  HISTORY     - 1929     MONUMENTED       BPR
 QC0219  HISTORY     - 1967     GOOD             NGS
 QC0219
 QC0219                          STATION DESCRIPTION
 QC0219
 QC0219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 QC0219'3.2 MI S FROM LONG CREEK.
 QC0219'4.8 MILES NORTH ALONG U.S. HIGHWAY 395 FROM THE POST OFFICE AT FOX,
 QC0219'3.2 MILES SOUTH ALONG U.S. HIGHWAY 395 FROM THE POST OFFICE AT LONG
 QC0219'CREEK, 0.2 MILE WEST OF A REST AREA, 29 FEET NORTH OF THE CENTER OF
 QC0219'THE HIGHWAY, 27 FEET SOUTH OF THE RIGHT-OF-WAY FENCE AND 1 FOOT WEST
 QC0219'OF A METAL WITNESS POST SET IN A CYLINDRICAL CONCRETE MONUMENT THAT IS
 QC0219'8-INCHES IN DIAMETER AND PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0217 ***********************************************************************
 QC0217  DESIGNATION -  34 98
 QC0217  PID         -  QC0217
 QC0217  STATE/COUNTY-  OR/GRANT
 QC0217  USGS QUAD   -  LONG CREEK (1990)
 QC0217
 QC0217                         *CURRENT SURVEY CONTROL
 QC0217  ___________________________________________________________________
 QC0217* NAD 83(1986)-  44 41 17.     (N)    119 06 02.     (W)     SCALED    
 QC0217* NAVD 88     -      1359.398  (meters)    4459.96   (feet)  ADJUSTED  
 QC0217  ___________________________________________________________________
 QC0217  GEOID HEIGHT-         -18.13  (meters)                     GEOID03
 QC0217  DYNAMIC HT  -        1358.889 (meters)    4458.29  (feet)  COMP
 QC0217  MODELED GRAV-     980,195.0   (mgal)                       NAVD 88
 QC0217
 QC0217  VERT ORDER  -  FIRST     CLASS II
 QC0217
 QC0217.The horizontal coordinates were scaled from a topographic map and have
 QC0217.an estimated accuracy of +/- 6 seconds.
 QC0217
 QC0217.The orthometric height was determined by differential leveling
 QC0217.and adjusted in June 1991.
 QC0217
 QC0217.The geoid height was determined by GEOID03.
 QC0217
 QC0217.The dynamic height is computed by dividing the NAVD 88
 QC0217.geopotential number by the normal gravity value computed on the
 QC0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0217.degrees latitude (g = 980.6199 gals.).
 QC0217
 QC0217.The modeled gravity was interpolated from observed gravity values.
 QC0217
 QC0217;                    North         East    Units  Estimated Accuracy
 QC0217;SPC OR N     -   114,460.    2,610,930.      MT  (+/- 180 meters Scaled)
 QC0217
 QC0217                          SUPERSEDED SURVEY CONTROL
 QC0217
 QC0217  NGVD 29 (??/??/92) 1358.177  (m)         4455.95   (f) ADJ UNCH    1 2
 QC0217
 QC0217.Superseded values are not recommended for survey control.
 QC0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0217.See file dsdata.txt to determine how the superseded data were derived.
 QC0217
 QC0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK335504(NAD 83)
 QC0217_MARKER: DD = SURVEY DISK
 QC0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QC0217_STAMPING: 4357 34 98 1929
 QC0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0217+STABILITY: SURFACE MOTION
 QC0217
 QC0217  HISTORY     - Date     Condition        Report By
 QC0217  HISTORY     - 1929     MONUMENTED       BPR
 QC0217  HISTORY     - 1967     MARK NOT FOUND   NGS
 QC0217
 QC0217                          STATION DESCRIPTION
 QC0217
 QC0217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 QC0217'2.6 MI S FROM LONG CREEK.
 QC0217'ABOUT 2.6 MILES SOUTH ALONG THE PENDLETON-JOHN DAY HIGHWAY (U.S. 395)
 QC0217'FROM LONG CREEK, GRANT COUNTY, AT SURVEY STATION 611+52, AT THE
 QC0217'SOUTHEAST END OF A SHORT TANGENT ACROSS A CLEARING, ABOUT 145 FEET
 QC0217'NORTHWEST OF A PIPE CULVERT NEAR A CURVE, 30 FEET NORTHEAST OF THE
 QC0217'CENTER OF THE HIGHWAY, AND ABOUT 7 FEET LOWER THAN THE HIGHWAY.  A
 QC0217'UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK, STAMPED 4357 34 98
 QC0217'1929 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- HIGHWAY HAS BEEN
 QC0217'IMPROVED AND A TURN OUT HAS BEEN BUILT AT THIS MILEAGE AND THIS MARK
 QC0217'MAY HAVE BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0638 ***********************************************************************
 NW0638  DESIGNATION -  34 BKC
 NW0638  PID         -  NW0638
 NW0638  STATE/COUNTY-  OR/MALHEUR
 NW0638  USGS QUAD   -  JACKIES BUTTE (1980)
 NW0638
 NW0638                         *CURRENT SURVEY CONTROL
 NW0638  ___________________________________________________________________
 NW0638* NAD 83(1986)-  42 30 58.     (N)    117 33 48.     (W)     SCALED    
 NW0638* NAVD 88     -      1335.893  (meters)    4382.84   (feet)  ADJUSTED  
 NW0638  ___________________________________________________________________
 NW0638  GEOID HEIGHT-         -18.01  (meters)                     GEOID03
 NW0638  DYNAMIC HT  -        1335.104 (meters)    4380.25  (feet)  COMP
 NW0638  MODELED GRAV-     979,983.9   (mgal)                       NAVD 88
 NW0638
 NW0638  VERT ORDER  -  SECOND    CLASS 0
 NW0638
 NW0638.The horizontal coordinates were scaled from a topographic map and have
 NW0638.an estimated accuracy of +/- 6 seconds.
 NW0638
 NW0638.The orthometric height was determined by differential leveling
 NW0638.and adjusted in August 1995.
 NW0638
 NW0638.The geoid height was determined by GEOID03.
 NW0638
 NW0638.The dynamic height is computed by dividing the NAVD 88
 NW0638.geopotential number by the normal gravity value computed on the
 NW0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0638.degrees latitude (g = 980.6199 gals.).
 NW0638
 NW0638.The modeled gravity was interpolated from observed gravity values.
 NW0638
 NW0638;                    North         East    Units  Estimated Accuracy
 NW0638;SPC OR S     -    98,590.    1,741,270.      MT  (+/- 180 meters Scaled)
 NW0638
 NW0638                          SUPERSEDED SURVEY CONTROL
 NW0638
 NW0638.No superseded survey control is available for this station.
 NW0638
 NW0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH537072(NAD 83)
 NW0638_MARKER: DB = BENCH MARK DISK
 NW0638_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0638_SP_SET: COPPER-CLAD STEEL ROD
 NW0638_STAMPING: 34 BKC 1973 4379
 NW0638_MARK LOGO: USGS  
 NW0638_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0638_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0638_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0638+SATELLITE: SATELLITE OBSERVATIONS - 1973
 NW0638
 NW0638  HISTORY     - Date     Condition        Report By
 NW0638  HISTORY     - 1973     MONUMENTED       USGS
 NW0638
 NW0638                          STATION DESCRIPTION
 NW0638
 NW0638'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 NW0638'FROM BURNS JUNCTION, OREGON PROCEED 12.6 MILES SOUTH ALONG U S
 NW0638'HIGHWAY 95, THENCE 10.5 MILES EAST AND 3.3 MILES SOUTH ALONG A GRAVEL
 NW0638'ROAD, THENCE 7.3 MILES EAST AND NORTHEAST ALONG A TRACK ROAD, AT A
 NW0638'Y-ROAD SOUTH, 38 FEET NORTH OF THE CENTER OF THE Y-ROAD JUNCTION, SET
 NW0638'ON A 5/8-INCH COPPER-COATED ROD DRIVEN TO REFUSAL (ROD DEPTH UNKNOWN)
 NW0638'WITH THE TOP ENCASED IN 6-INCH DRAINPIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0305 ***********************************************************************
 NX0305  DESIGNATION -  34 FMK
 NX0305  PID         -  NX0305
 NX0305  STATE/COUNTY-  OR/HARNEY
 NX0305  USGS QUAD   -  IRISH LAKE (1967)
 NX0305
 NX0305                         *CURRENT SURVEY CONTROL
 NX0305  ___________________________________________________________________
 NX0305* NAD 83(1986)-  42 57 44.     (N)    118 57 28.     (W)     SCALED    
 NX0305* NAVD 88     -      1555.141  (meters)    5102.16   (feet)  ADJUSTED  
 NX0305  ___________________________________________________________________
 NX0305  GEOID HEIGHT-         -19.11  (meters)                     GEOID03
 NX0305  DYNAMIC HT  -        1554.238 (meters)    5099.20  (feet)  COMP
 NX0305  MODELED GRAV-     979,984.9   (mgal)                       NAVD 88
 NX0305
 NX0305  VERT ORDER  -  SECOND    CLASS 0
 NX0305
 NX0305.The horizontal coordinates were scaled from a topographic map and have
 NX0305.an estimated accuracy of +/- 6 seconds.
 NX0305
 NX0305.The orthometric height was determined by differential leveling
 NX0305.and adjusted in August 1995.
 NX0305
 NX0305.The geoid height was determined by GEOID03.
 NX0305
 NX0305.The dynamic height is computed by dividing the NAVD 88
 NX0305.geopotential number by the normal gravity value computed on the
 NX0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0305.degrees latitude (g = 980.6199 gals.).
 NX0305
 NX0305.The modeled gravity was interpolated from observed gravity values.
 NX0305
 NX0305;                    North         East    Units  Estimated Accuracy
 NX0305;SPC OR S     -   145,070.    1,625,810.      MT  (+/- 180 meters Scaled)
 NX0305
 NX0305                          SUPERSEDED SURVEY CONTROL
 NX0305
 NX0305.No superseded survey control is available for this station.
 NX0305
 NX0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH403584(NAD 83)
 NX0305_MARKER: DB = BENCH MARK DISK
 NX0305_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NX0305_SP_SET: COPPER-CLAD STEEL ROD
 NX0305_STAMPING: 34 FMK 1970 5098
 NX0305_MARK LOGO: USGS  
 NX0305_PROJECTION: FLUSH
 NX0305_MAGNETIC: I = MARKER IS A STEEL ROD
 NX0305_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NX0305_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NX0305+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2008
 NX0305_ROD/PIPE-DEPTH: 1.52 meters
 NX0305
 NX0305  HISTORY     - Date     Condition        Report By
 NX0305  HISTORY     - 1970     MONUMENTED       USGS
 NX0305  HISTORY     - 20081030 GOOD             INDIV
 NX0305
 NX0305                          STATION DESCRIPTION
 NX0305
 NX0305'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NX0305'FROM THE BRIDGE OVER THE NARROWS, PROCEED 12.2 MILES SOUTH ALONG
 NX0305'STATE HIGHWAY 205, THENCE 13.8 MILES SOUTHWEST ALONG THE ROAD TO
 NX0305'FOSTER LAKE AND PLUSH, 72 FEET EAST OF A TRACK ROAD SOUTH, 47 FEET
 NX0305'SOUTH OF THE CENTERLINE OF THE ROAD, WITNESS POST SET AT BENCH MARK.
 NX0305
 NX0305                          STATION RECOVERY (2008)
 NX0305
 NX0305'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008
 NX0305'TURN RIGHT AT MILEPOST 34.5 ON STATE HIGHWAY 205, THENCE 13.8 MILES
 NX0305'SOUTHWEST ALONG COUNTY ROAD 411, JACK MOUNTAIN ROAD (THE ROAD TO
 NX0305'FOSTER LAKE AND PLUSH) . . .
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2717 ***********************************************************************
 QE2717  DESIGNATION -  34 KJO
 QE2717  PID         -  QE2717
 QE2717  STATE/COUNTY-  OR/LINCOLN
 QE2717  USGS QUAD   -  NEWPORT SOUTH (1984)
 QE2717
 QE2717                         *CURRENT SURVEY CONTROL
 QE2717  ___________________________________________________________________
 QE2717* NAD 83(1986)-  44 30 39.     (N)    124 00 46.     (W)     SCALED    
 QE2717* NAVD 88     -         8.630  (meters)      28.31   (feet)  ADJUSTED  
 QE2717  ___________________________________________________________________
 QE2717  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 QE2717  DYNAMIC HT  -           8.629 (meters)      28.31  (feet)  COMP
 QE2717  MODELED GRAV-     980,583.8   (mgal)                       NAVD 88
 QE2717
 QE2717  VERT ORDER  -  SECOND    CLASS I
 QE2717
 QE2717.The horizontal coordinates were scaled from a topographic map and have
 QE2717.an estimated accuracy of +/- 6 seconds.
 QE2717
 QE2717.The orthometric height was determined by differential leveling
 QE2717.and adjusted in August 1995.
 QE2717
 QE2717.The geoid height was determined by GEOID03.
 QE2717
 QE2717.The dynamic height is computed by dividing the NAVD 88
 QE2717.geopotential number by the normal gravity value computed on the
 QE2717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE2717.degrees latitude (g = 980.6199 gals.).
 QE2717
 QE2717.The modeled gravity was interpolated from observed gravity values.
 QE2717
 QE2717;                    North         East    Units  Estimated Accuracy
 QE2717;SPC OR N     -    99,880.    2,220,780.      MT  (+/- 180 meters Scaled)
 QE2717
 QE2717                          SUPERSEDED SURVEY CONTROL
 QE2717
 QE2717.No superseded survey control is available for this station.
 QE2717
 QE2717_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ195291(NAD 83)
 QE2717_MARKER: DB = BENCH MARK DISK
 QE2717_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QE2717_SP_SET: WINGWALL OF BRIDGE
 QE2717_STAMPING: 34 KJO 1979 25
 QE2717_MARK LOGO: USGS  
 QE2717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE2717+STABILITY: SURFACE MOTION
 QE2717
 QE2717  HISTORY     - Date     Condition        Report By
 QE2717  HISTORY     - 1979     MONUMENTED       USGS
 QE2717
 QE2717                          STATION DESCRIPTION
 QE2717
 QE2717'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 QE2717'6.4 KM (4.00 MI) EAST FROM ONA BEACH STATE PARK.
 QE2717'ONA BEACH STATE PARK, 3.96 MI E OF, 63 FT SE OF RD JCT, 12 FT E OF
 QE2717'CENTERLINE OF RD, NE CORNER OF CONCRETE BRIDGE OVER ELKHORN CREEK,
 QE2717'0.6 FT S OF NORTHERN END OF NE WINGWALL IN BRIDGE.
 QE2717'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0350 ***********************************************************************
 NX0350  DESIGNATION -  34 LRC
 NX0350  PID         -  NX0350
 NX0350  STATE/COUNTY-  OR/HARNEY
 NX0350  USGS QUAD   -  CORPORATION RIM (1980)
 NX0350
 NX0350                         *CURRENT SURVEY CONTROL
 NX0350  ___________________________________________________________________
 NX0350* NAD 83(1986)-  42 51 31.     (N)    119 43 12.     (W)     SCALED    
 NX0350* NAVD 88     -      1538.628  (meters)    5047.98   (feet)  ADJUSTED  
 NX0350  ___________________________________________________________________
 NX0350  GEOID HEIGHT-         -19.86  (meters)                     GEOID03
 NX0350  DYNAMIC HT  -        1537.707 (meters)    5044.96  (feet)  COMP
 NX0350  MODELED GRAV-     979,967.7   (mgal)                       NAVD 88
 NX0350
 NX0350  VERT ORDER  -  SECOND    CLASS 0
 NX0350
 NX0350.The horizontal coordinates were scaled from a topographic map and have
 NX0350.an estimated accuracy of +/- 6 seconds.
 NX0350
 NX0350.The orthometric height was determined by differential leveling
 NX0350.and adjusted in August 1995.
 NX0350
 NX0350.The geoid height was determined by GEOID03.
 NX0350
 NX0350.The dynamic height is computed by dividing the NAVD 88
 NX0350.geopotential number by the normal gravity value computed on the
 NX0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0350.degrees latitude (g = 980.6199 gals.).
 NX0350
 NX0350.The modeled gravity was interpolated from observed gravity values.
 NX0350
 NX0350;                    North         East    Units  Estimated Accuracy
 NX0350;SPC OR S     -   132,700.    1,563,740.      MT  (+/- 180 meters Scaled)
 NX0350
 NX0350                          SUPERSEDED SURVEY CONTROL
 NX0350
 NX0350.No superseded survey control is available for this station.
 NX0350
 NX0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKH777487(NAD 83)
 NX0350_MARKER: DB = BENCH MARK DISK
 NX0350_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NX0350+WITH SETTING: INFORMATION.
 NX0350_SP_SET: METAL ROD DRIVEN INTO GROUND
 NX0350_STAMPING: 34 LRC 1970 5044
 NX0350_MARK LOGO: USGS  
 NX0350_MAGNETIC: I = MARKER IS A STEEL ROD
 NX0350_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NX0350
 NX0350  HISTORY     - Date     Condition        Report By
 NX0350  HISTORY     - 1970     MONUMENTED       USGS
 NX0350
 NX0350                          STATION DESCRIPTION
 NX0350
 NX0350'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NX0350'FROM WAGONTIRE, OREGON, PROCEED 4.5 MILES SOUTHWEST ALONG U S HIGHWAY
 NX0350'395 TO DRY VALLEY ROAD, THENCE 29.7 MILES SOUTH ALONG DRY VALLEY ROAD
 NX0350'TO A ROAD FORK, THENCE 0.7 MILE SOUTH ALONG WARNER VALLEY ROAD, ON A
 NX0350'SMALL MOUND, 52 FEET SOUTHWEST OF AND 3.5 FEET HIGHER THAN THE
 NX0350'CENTERLINE OF THE ROAD, 3 FEET EAST OF A WITNESS POST.  THE ROD DEPTH
 NX0350'IS UNKNOWN AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0670 ***********************************************************************
 NW0670  DESIGNATION -  34 RTV
 NW0670  PID         -  NW0670
 NW0670  STATE/COUNTY-  OR/MALHEUR
 NW0670  USGS QUAD   -  PEACOCK LAKE (1982)
 NW0670
 NW0670                         *CURRENT SURVEY CONTROL
 NW0670  ___________________________________________________________________
 NW0670* NAD 83(1986)-  42 27 07.     (N)    117 28 36.     (W)     SCALED    
 NW0670* NAVD 88     -      1548.230  (meters)    5079.48   (feet)  ADJUSTED  
 NW0670  ___________________________________________________________________
 NW0670  GEOID HEIGHT-         -17.84  (meters)                     GEOID03
 NW0670  DYNAMIC HT  -        1547.254 (meters)    5076.28  (feet)  COMP
 NW0670  MODELED GRAV-     979,936.2   (mgal)                       NAVD 88
 NW0670
 NW0670  VERT ORDER  -  SECOND    CLASS 0
 NW0670
 NW0670.The horizontal coordinates were scaled from a topographic map and have
 NW0670.an estimated accuracy of +/- 6 seconds.
 NW0670
 NW0670.The orthometric height was determined by differential leveling
 NW0670.and adjusted in August 1995.
 NW0670
 NW0670.The geoid height was determined by GEOID03.
 NW0670
 NW0670.The dynamic height is computed by dividing the NAVD 88
 NW0670.geopotential number by the normal gravity value computed on the
 NW0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0670.degrees latitude (g = 980.6199 gals.).
 NW0670
 NW0670.The modeled gravity was interpolated from observed gravity values.
 NW0670
 NW0670;                    North         East    Units  Estimated Accuracy
 NW0670;SPC OR S     -    91,720.    1,748,640.      MT  (+/- 180 meters Scaled)
 NW0670
 NW0670                          SUPERSEDED SURVEY CONTROL
 NW0670
 NW0670.No superseded survey control is available for this station.
 NW0670
 NW0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH608000(NAD 83)
 NW0670_MARKER: DB = BENCH MARK DISK
 NW0670_SETTING: 66 = SET IN ROCK OUTCROP
 NW0670_SP_SET: BEDROCK
 NW0670_STAMPING: 34 RTV 1979
 NW0670_MARK LOGO: USGS  
 NW0670_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0670_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0670+STABILITY: POSITION/ELEVATION WELL
 NW0670
 NW0670  HISTORY     - Date     Condition        Report By
 NW0670  HISTORY     - 1979     MONUMENTED       USGS
 NW0670
 NW0670                          STATION DESCRIPTION
 NW0670
 NW0670'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 NW0670'FROM THE MCDERMITT, NEVADA POST OFFICE, PROCEED 15.3 MILES NORTH
 NW0670'ALONG U S HIGHWAY 95, THENCE 16.15 MILES EAST TO A ROAD JUNCTION TO
 NW0670'ANDERSON CROSSING, THENCE 13.55 MILES NORTHEAST TO PEACOCK LAKE, 350
 NW0670'FEET SOUTHEAST OF FENCE, 50 FEET SOUTHEAST OF THE CENTERLINE OF THE
 NW0670'ROAD AT BEND, SET ON 1.5 FEET OF COPPER-COATED ROD CEMENTED IN
 NW0670'EXPOSED BEDROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0217 ***********************************************************************
 NX0217  DESIGNATION -  34 STR
 NX0217  PID         -  NX0217
 NX0217  STATE/COUNTY-  OR/HARNEY
 NX0217  USGS QUAD   -  MIRANDA FLAT (1981)
 NX0217
 NX0217                         *CURRENT SURVEY CONTROL
 NX0217  ___________________________________________________________________
 NX0217* NAD 83(1986)-  42 40 12.     (N)    118 27 03.     (W)     SCALED    
 NX0217* NAVD 88     -      1267.728  (meters)    4159.20   (feet)  ADJUSTED  
 NX0217  ___________________________________________________________________
 NX0217  GEOID HEIGHT-         -18.99  (meters)                     GEOID03
 NX0217  DYNAMIC HT  -        1266.971 (meters)    4156.72  (feet)  COMP
 NX0217  MODELED GRAV-     979,980.7   (mgal)                       NAVD 88
 NX0217
 NX0217  VERT ORDER  -  FIRST     CLASS II
 NX0217
 NX0217.The horizontal coordinates were scaled from a topographic map and have
 NX0217.an estimated accuracy of +/- 6 seconds.
 NX0217
 NX0217.The orthometric height was determined by differential leveling
 NX0217.and adjusted in June 1991.
 NX0217
 NX0217.The geoid height was determined by GEOID03.
 NX0217
 NX0217.The dynamic height is computed by dividing the NAVD 88
 NX0217.geopotential number by the normal gravity value computed on the
 NX0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0217.degrees latitude (g = 980.6199 gals.).
 NX0217
 NX0217.The modeled gravity was interpolated from observed gravity values.
 NX0217
 NX0217;                    North         East    Units  Estimated Accuracy
 NX0217;SPC OR S     -   113,510.    1,667,950.      MT  (+/- 180 meters Scaled)
 NX0217
 NX0217                          SUPERSEDED SURVEY CONTROL
 NX0217
 NX0217.No superseded survey control is available for this station.
 NX0217
 NX0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH811251(NAD 83)
 NX0217_MARKER: DB = BENCH MARK DISK
 NX0217_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NX0217+WITH SETTING: INFORMATION.
 NX0217_SP_SET: SHALLOW SET METAL ROD
 NX0217_STAMPING: 4155 34 STR 1975
 NX0217_MARK LOGO: USGS  
 NX0217_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NX0217
 NX0217  HISTORY     - Date     Condition        Report By
 NX0217  HISTORY     - 1975     MONUMENTED       USGS
 NX0217  HISTORY     - 1984     GOOD             NGS
 NX0217
 NX0217                          STATION DESCRIPTION
 NX0217
 NX0217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 NX0217'94.4 KM (58.7 MI) SOUTH FROM NEW PRINCETON.
 NX0217'44.14 KM (27.43 MI) SOUTHEAST ALONG STATE HIGHWAY 78 FROM THE POST
 NX0217'OFFICE AT NEW PRINCETON, THENCE 50.27 KM (31.24 MI) SOUTH ALONG THE
 NX0217'WINNEMUCCA CRANE ROAD, AT THE Y JUNCTION OF A TRACK ROAD LEADING
 NX0217'SOUTHEAST ALSO 53.97 KM (33.54 MI) NORTH OF FIELDS, 8.0 METERS (26 FT)
 NX0217'EAST OF THE CENTER OF THE THE MAIN ROAD, 25.6 METERS (84 FT) NORTH OF
 NX0217'THE CENTER OF THE TRACK ROAD, 10.5 METERS (34 FT) WEST OF A
 NX0217'NORTH-SOUTH FENCE, 4.9 METERS (16 FT) EAST OF THE EAST END OF A CATTLE
 NX0217'GUARD AND 1.7 METERS (5.5 FT) SOUTH OF AN EAST-WEST FENCE.  NOTE--MARK
 NX0217'IS A COPPER-CLAD STEEL ROAD DRIVEN TO AN UNKNOWN DEPTH PROJECTING 5
 NX0217'CENTIMETERS.
 NX0217'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 NX0217'THE MARK IS ABOVE LEVEL WITH THE MAIN ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0098 ***********************************************************************
 RD0098  DESIGNATION -  34.74
 RD0098  PID         -  RD0098
 RD0098  STATE/COUNTY-  OR/MULTNOMAH
 RD0098  USGS QUAD   -  MULTNOMAH FALLS (1994)
 RD0098
 RD0098                         *CURRENT SURVEY CONTROL
 RD0098  ___________________________________________________________________
 RD0098* NAD 83(1986)-  45 36 39.     (N)    122 01 28.     (W)     SCALED    
 RD0098* NAVD 88     -        19.585  (meters)      64.26   (feet)  ADJUSTED  
 RD0098  ___________________________________________________________________
 RD0098  GEOID HEIGHT-         -21.91  (meters)                     GEOID03
 RD0098  DYNAMIC HT  -          19.585 (meters)      64.26  (feet)  COMP
 RD0098  MODELED GRAV-     980,578.4   (mgal)                       NAVD 88
 RD0098
 RD0098  VERT ORDER  -  FIRST     CLASS II
 RD0098
 RD0098.The horizontal coordinates were scaled from a topographic map and have
 RD0098.an estimated accuracy of +/- 6 seconds.
 RD0098
 RD0098.The orthometric height was determined by differential leveling
 RD0098.and adjusted in June 1991.
 RD0098
 RD0098.The geoid height was determined by GEOID03.
 RD0098
 RD0098.The dynamic height is computed by dividing the NAVD 88
 RD0098.geopotential number by the normal gravity value computed on the
 RD0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0098.degrees latitude (g = 980.6199 gals.).
 RD0098
 RD0098.The modeled gravity was interpolated from observed gravity values.
 RD0098
 RD0098;                    North         East    Units  Estimated Accuracy
 RD0098;SPC OR N     -   217,160.    2,381,100.      MT  (+/- 180 meters Scaled)
 RD0098
 RD0098                          SUPERSEDED SURVEY CONTROL
 RD0098
 RD0098  NGVD 29 (??/??/92)   18.571  (m)           60.93   (f) ADJ UNCH    1 2
 RD0098
 RD0098.Superseded values are not recommended for survey control.
 RD0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0098.See file dsdata.txt to determine how the superseded data were derived.
 RD0098
 RD0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER760512(NAD 83)
 RD0098_MARKER: B = BOLT
 RD0098_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RD0098_SP_SET: ABUTMENT
 RD0098_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RD0098
 RD0098  HISTORY     - Date     Condition        Report By
 RD0098  HISTORY     - UNK      MONUMENTED       UPRR
 RD0098  HISTORY     - 1941     GOOD             NGS
 RD0098  HISTORY     - 1987     MARK NOT FOUND   NGS
 RD0098
 RD0098                          STATION DESCRIPTION
 RD0098
 RD0098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 RD0098'0.54 MI E FROM DODSON.
 RD0098'.54 MILE EAST ALONG THE RAILROAD TRACK SOUTHEAST CORNER OF UNION
 RD0098'PACIFIC RAILROAD BRIDGE 34.74.  TOP OF ABUTMENT.  NOTE-- SOME CONCRETE
 RD0098'HAS BEEN CHISELED AWAY, BUT MARK IS SOLID.
 RD0098
 RD0098                          STATION RECOVERY (1987)
 RD0098
 RD0098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD0098'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0126 ***********************************************************************
 QC0126  DESIGNATION -  3404
 QC0126  PID         -  QC0126
 QC0126  STATE/COUNTY-  OR/GRANT
 QC0126  USGS QUAD   -  CASTLE CREEK (1983)
 QC0126
 QC0126                         *CURRENT SURVEY CONTROL
 QC0126  ___________________________________________________________________
 QC0126* NAD 83(1986)-  44 26 47.     (N)    118 46 18.     (W)     SCALED    
 QC0126* NAVD 88     -      1038.61   (+/-2cm)    3407.5    (feet)  VERTCON   
 QC0126  ___________________________________________________________________
 QC0126  GEOID HEIGHT-         -17.98  (meters)                     GEOID03
 QC0126  VERT ORDER  -  ? (See Below)
 QC0126
 QC0126.The horizontal coordinates were scaled from a topographic map and have
 QC0126.an estimated accuracy of +/- 6 seconds.
 QC0126
 QC0126.The NAVD 88 height was computed by applying the VERTCON shift value to
 QC0126.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QC0126.The vertical order pertains to the NGVD 29 superseded value.
 QC0126
 QC0126.The geoid height was determined by GEOID03.
 QC0126
 QC0126;                    North         East    Units  Estimated Accuracy
 QC0126;SPC OR N     -    88,120.    2,637,570.      MT  (+/- 180 meters Scaled)
 QC0126
 QC0126                          SUPERSEDED SURVEY CONTROL
 QC0126
 QC0126  NGVD 29 (??/??/92) 1037.408  (m)         3403.56   (f) ADJ UNCH    ?  
 QC0126
 QC0126.Superseded values are not recommended for survey control.
 QC0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0126.See file dsdata.txt to determine how the superseded data were derived.
 QC0126
 QC0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK590229(NAD 83)
 QC0126_MARKER: X = CHISELED CROSS
 QC0126_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QC0126_MARK LOGO: NONE  
 QC0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0126+STABILITY: SURFACE MOTION
 QC0126
 QC0126  HISTORY     - Date     Condition        Report By
 QC0126  HISTORY     - UNK      MONUMENTED       ORHD
 QC0126  HISTORY     - 1963     GOOD             NGS
 QC0126  HISTORY     - 1985     POOR             NGS
 QC0126
 QC0126                          STATION DESCRIPTION
 QC0126
 QC0126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 QC0126'3.3 MI W FROM PRARIE CITY.
 QC0126'3.3 MILES WEST ALONG U.S. HIGHWAY 26 FROM THE PRARIE CITY POST OFFICE
 QC0126'IN THE SOUTH HEAD WALL OF A 3 BY 6 FOOT BOX CULVERT, 300 FEET WEST OF
 QC0126'MILE POST NO. 172, 60 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 26, 45
 QC0126'FEET SOUTHEAST OF TELEPHONE POLE NO. 269 AND 12 FEET SOUTH OF THE
 QC0126'CENTER OF THE ABANDONED ROAD.
 QC0126
 QC0126                          STATION RECOVERY (1985)
 QC0126
 QC0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QC0126'RECOVERED IN POOR CONDITION.  BUT NOT LEVELED TO DURING THIS SURVEY.
 QC0126'HEADWALL IS BEGINNING TO DETERIORATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0453 ***********************************************************************
 RC0453  DESIGNATION -  3405 S 2
 RC0453  PID         -  RC0453
 RC0453  STATE/COUNTY-  OR/WASCO
 RC0453  USGS QUAD   -  SHANIKO (1971)
 RC0453
 RC0453                         *CURRENT SURVEY CONTROL
 RC0453  ___________________________________________________________________
 RC0453* NAD 83(1986)-  45 00 21.     (N)    120 47 41.     (W)     SCALED    
 RC0453* NAVD 88     -      1039.090  (meters)    3409.08   (feet)  ADJUSTED  
 RC0453  ___________________________________________________________________
 RC0453  GEOID HEIGHT-         -20.68  (meters)                     GEOID03
 RC0453  DYNAMIC HT  -        1038.821 (meters)    3408.20  (feet)  COMP
 RC0453  MODELED GRAV-     980,321.4   (mgal)                       NAVD 88
 RC0453
 RC0453  VERT ORDER  -  SECOND    CLASS 0
 RC0453
 RC0453.The horizontal coordinates were scaled from a topographic map and have
 RC0453.an estimated accuracy of +/- 6 seconds.
 RC0453
 RC0453.The orthometric height was determined by differential leveling
 RC0453.and adjusted in June 1991.
 RC0453
 RC0453.The geoid height was determined by GEOID03.
 RC0453
 RC0453.The dynamic height is computed by dividing the NAVD 88
 RC0453.geopotential number by the normal gravity value computed on the
 RC0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0453.degrees latitude (g = 980.6199 gals.).
 RC0453
 RC0453.The modeled gravity was interpolated from observed gravity values.
 RC0453
 RC0453;                    North         East    Units  Estimated Accuracy
 RC0453;SPC OR N     -   148,850.    2,476,770.      MT  (+/- 180 meters Scaled)
 RC0453
 RC0453                          SUPERSEDED SURVEY CONTROL
 RC0453
 RC0453  NGVD 29 (??/??/92) 1037.940  (m)         3405.31   (f) ADJ UNCH    2 0
 RC0453
 RC0453.Superseded values are not recommended for survey control.
 RC0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0453.See file dsdata.txt to determine how the superseded data were derived.
 RC0453
 RC0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ737859(NAD 83)
 RC0453_MARKER: DD = SURVEY DISK
 RC0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC0453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC0453_STAMPING: 3405 S 2 1928
 RC0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0453+STABILITY: SURFACE MOTION
 RC0453
 RC0453  HISTORY     - Date     Condition        Report By
 RC0453  HISTORY     - 1928     MONUMENTED       ORDT
 RC0453  HISTORY     - 1962     GOOD             NGS
 RC0453
 RC0453                          STATION DESCRIPTION
 RC0453
 RC0453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RC0453'1.9 MI SW FROM SHANIKO.
 RC0453'REACHED FROM THE POST OFFICE AT SHANIKO GO SOUTHWEST ON U.S. HIGHWAY
 RC0453'197 FOR 1.9 MILES, 35 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY AND
 RC0453'5 FEET LOWER, UNDER A WIRE FENCE LINE, 77 FEET NORTHEAST OF THE NORTH
 RC0453'END OF A 3-FOOT TUBE CULVERT THAT IS UNDER THE HIGHWAY, AND 0.5 FOOT
 RC0453'EAST OF A WITNESS POST SET IN A CAIRN.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0020 ***********************************************************************
 QD0020  DESIGNATION -  3415
 QD0020  PID         -  QD0020
 QD0020  STATE/COUNTY-  OR/WHEELER
 QD0020  USGS QUAD   -  TONEY BUTTE (1988)
 QD0020
 QD0020                         *CURRENT SURVEY CONTROL
 QD0020  ___________________________________________________________________
 QD0020* NAD 83(1986)-  44 38 14.     (N)    120 05 56.     (W)     SCALED    
 QD0020* NAVD 88     -      1042.086  (meters)    3418.91   (feet)  ADJUSTED  
 QD0020  ___________________________________________________________________
 QD0020  GEOID HEIGHT-         -19.76  (meters)                     GEOID03
 QD0020  DYNAMIC HT  -        1041.754 (meters)    3417.82  (feet)  COMP
 QD0020  MODELED GRAV-     980,263.5   (mgal)                       NAVD 88
 QD0020
 QD0020  VERT ORDER  -  SECOND    CLASS 0
 QD0020
 QD0020.The horizontal coordinates were scaled from a topographic map and have
 QD0020.an estimated accuracy of +/- 6 seconds.
 QD0020
 QD0020.The orthometric height was determined by differential leveling
 QD0020.and adjusted in June 1991.
 QD0020
 QD0020.The geoid height was determined by GEOID03.
 QD0020
 QD0020.The dynamic height is computed by dividing the NAVD 88
 QD0020.geopotential number by the normal gravity value computed on the
 QD0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0020.degrees latitude (g = 980.6199 gals.).
 QD0020
 QD0020.The modeled gravity was interpolated from observed gravity values.
 QD0020
 QD0020;                    North         East    Units  Estimated Accuracy
 QD0020;SPC OR N     -   107,930.    2,531,820.      MT  (+/- 180 meters Scaled)
 QD0020
 QD0020                          SUPERSEDED SURVEY CONTROL
 QD0020
 QD0020  NGVD 29 (??/??/92) 1040.912  (m)         3415.06   (f) ADJ UNCH    2 0
 QD0020
 QD0020.Superseded values are not recommended for survey control.
 QD0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0020.See file dsdata.txt to determine how the superseded data were derived.
 QD0020
 QD0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGQ300467(NAD 83)
 QD0020_MARKER: DB = BENCH MARK DISK
 QD0020_SETTING: 66 = SET IN ROCK OUTCROP
 QD0020_SP_SET: OUTCROP
 QD0020_STAMPING: 3415 1915
 QD0020_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QD0020+STABILITY: POSITION/ELEVATION WELL
 QD0020
 QD0020  HISTORY     - Date     Condition        Report By
 QD0020  HISTORY     - 1915     MONUMENTED       USGS
 QD0020  HISTORY     - 1934     GOOD             NGS
 QD0020
 QD0020                          STATION DESCRIPTION
 QD0020
 QD0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QD0020'7.4 MI N FROM MITCHELL.
 QD0020'7.4 MILES NORTH ALONG MITCHELL-SERVICE CREEK HWY. FROM POSTOFFICE.
 QD0020'ALONG THE RIGHT OF WAY OF MITCHELL-SERVICE CREEK HWY., SET IN BASE OF
 QD0020'ROCK OUTCROP 400 FEET S.W. OF FORK OF MITCHELL AND RICHMOND ROADS, 350
 QD0020'FEET S.W. OF THE FRIZZELL RANCH HOUSE, 150 FEET SOUTH OF GIRDS CREEK,
 QD0020'ON WEST SIDE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0229 ***********************************************************************
 QD0229  DESIGNATION -  3417
 QD0229  PID         -  QD0229
 QD0229  STATE/COUNTY-  OR/CROOK
 QD0229  USGS QUAD   -  POST (1992)
 QD0229
 QD0229                         *CURRENT SURVEY CONTROL
 QD0229  ___________________________________________________________________
 QD0229* NAD 83(1986)-  44 07 37.     (N)    120 22 36.     (W)     SCALED    
 QD0229* NAVD 88     -      1042.790  (meters)    3421.22   (feet)  ADJUSTED  
 QD0229  ___________________________________________________________________
 QD0229  GEOID HEIGHT-         -19.50  (meters)                     GEOID03
 QD0229  DYNAMIC HT  -        1042.399 (meters)    3419.94  (feet)  COMP
 QD0229  MODELED GRAV-     980,208.5   (mgal)                       NAVD 88
 QD0229
 QD0229  VERT ORDER  -  FIRST     CLASS II
 QD0229
 QD0229.The horizontal coordinates were scaled from a topographic map and have
 QD0229.an estimated accuracy of +/- 6 seconds.
 QD0229
 QD0229.The orthometric height was determined by differential leveling
 QD0229.and adjusted in June 1991.
 QD0229
 QD0229.The geoid height was determined by GEOID03.
 QD0229
 QD0229.The dynamic height is computed by dividing the NAVD 88
 QD0229.geopotential number by the normal gravity value computed on the
 QD0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0229.degrees latitude (g = 980.6199 gals.).
 QD0229
 QD0229.The modeled gravity was interpolated from observed gravity values.
 QD0229
 QD0229;                    North         East    Units  Estimated Accuracy
 QD0229;SPC OR S     -   273,320.    1,509,870.      MT  (+/- 180 meters Scaled)
 QD0229
 QD0229                          SUPERSEDED SURVEY CONTROL
 QD0229
 QD0229  NGVD 29 (??/??/92) 1041.64   (m)         3417.4    (f) COMPUTED    1 2
 QD0229
 QD0229.Superseded values are not recommended for survey control.
 QD0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0229.See file dsdata.txt to determine how the superseded data were derived.
 QD0229
 QD0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGP098893(NAD 83)
 QD0229_MARKER: P = PIPE CAP
 QD0229_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QD0229_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QD0229_STAMPING: 3417.541 H 1903
 QD0229_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0229
 QD0229  HISTORY     - Date     Condition        Report By
 QD0229  HISTORY     - 1903     MONUMENTED       USGS
 QD0229  HISTORY     - 1935     GOOD             NGS
 QD0229
 QD0229                          STATION DESCRIPTION
 QD0229
 QD0229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 QD0229'6.5 MI E FROM POST.
 QD0229'6.5 MILES EAST ALONG THE OLD PRINEVILLE-PAULINA ROAD FROM THE 1935
 QD0229'LOCATION OF THE POST OFFICE AT POST, CROOK COUNTY, ON THE SOUTH SIDE
 QD0229'OF CROOKED RIVER, 0.4 MILE EAST OF A FARM, AT THE TOP OF A STEEP GRADE
 QD0229'DESCENDING TOWARD THE WEST, 385 FEET WEST OF A WASH IN A CANYON, AT
 QD0229'THE WEST EDGE OF A FIELD GATE, 21 FEET NORTH OF THE ROAD CENTERLINE, 4
 QD0229'1/2 FEET SOUTH OF THE FENCE.  A UNITED STATES GEOLOGICAL SURVEY
 QD0229'STANDARD CAP STAMPED 3417.541 H 1903.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0230 ***********************************************************************
 QD0230  DESIGNATION -  3417 RESET
 QD0230  PID         -  QD0230
 QD0230  STATE/COUNTY-  OR/CROOK
 QD0230  USGS QUAD   -  POST (1992)
 QD0230
 QD0230                         *CURRENT SURVEY CONTROL
 QD0230  ___________________________________________________________________
 QD0230* NAD 83(1986)-  44 07 37.     (N)    120 22 37.     (W)     SCALED    
 QD0230* NAVD 88     -      1042.80   (+/-2cm)    3421.3    (feet)  VERTCON   
 QD0230  ___________________________________________________________________
 QD0230  GEOID HEIGHT-         -19.50  (meters)                     GEOID03
 QD0230  VERT ORDER  -  FIRST     CLASS II (See Below)
 QD0230
 QD0230.The horizontal coordinates were scaled from a topographic map and have
 QD0230.an estimated accuracy of +/- 6 seconds.
 QD0230
 QD0230.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD0230.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD0230.The vertical order pertains to the NGVD 29 superseded value.
 QD0230
 QD0230.The geoid height was determined by GEOID03.
 QD0230
 QD0230;                    North         East    Units  Estimated Accuracy
 QD0230;SPC OR S     -   273,320.    1,509,850.      MT  (+/- 180 meters Scaled)
 QD0230
 QD0230                          SUPERSEDED SURVEY CONTROL
 QD0230
 QD0230  NGVD 29 (??/??/92) 1041.645  (m)         3417.46   (f) ADJ UNCH    1 2
 QD0230
 QD0230.Superseded values are not recommended for survey control.
 QD0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0230.See file dsdata.txt to determine how the superseded data were derived.
 QD0230
 QD0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGP098893(NAD 83)
 QD0230_MARKER: Z = SEE DESCRIPTION
 QD0230_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QD0230_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QD0230_STAMPING: 1903 H 3417.541 RESET 1941
 QD0230_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0230
 QD0230  HISTORY     - Date     Condition        Report By
 QD0230  HISTORY     - 1941     MONUMENTED       USGS
 QD0230  HISTORY     - 1941     GOOD             NGS
 QD0230
 QD0230                          STATION DESCRIPTION
 QD0230
 QD0230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QD0230'6.5 MI E FROM POST.
 QD0230'MARK IS LOCATED ABOUT 6.5 MILES EAST OF POST, ALONG THE OLD SOUTH SIDE
 QD0230'CROOKED RIVER ROAD TO PAULINA, 5 FEET SOUTH OF FIELD GATE, 20 FEET
 QD0230'NORTH OF CENTER OF ROAD.  WITNESS POST SET BY MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0820 ***********************************************************************
 QB0820  DESIGNATION -  3426
 QB0820  PID         -  QB0820
 QB0820  STATE/COUNTY-  OR/MALHEUR
 QB0820  USGS QUAD   -  LOG CREEK (1990)
 QB0820
 QB0820                         *CURRENT SURVEY CONTROL
 QB0820  ___________________________________________________________________
 QB0820* NAD 83(1986)-  44 01 08.     (N)    117 52 14.     (W)     SCALED    
 QB0820* NAVD 88     -      1047.671  (meters)    3437.23   (feet)  ADJUSTED  
 QB0820  ___________________________________________________________________
 QB0820  GEOID HEIGHT-         -17.81  (meters)                     GEOID03
 QB0820  DYNAMIC HT  -        1047.246 (meters)    3435.84  (feet)  COMP
 QB0820  MODELED GRAV-     980,178.3   (mgal)                       NAVD 88
 QB0820
 QB0820  VERT ORDER  -  FIRST     CLASS II
 QB0820
 QB0820.The horizontal coordinates were scaled from a topographic map and have
 QB0820.an estimated accuracy of +/- 6 seconds.
 QB0820
 QB0820.The orthometric height was determined by differential leveling
 QB0820.and adjusted in June 1991.
 QB0820
 QB0820.The geoid height was determined by GEOID03.
 QB0820
 QB0820.The dynamic height is computed by dividing the NAVD 88
 QB0820.geopotential number by the normal gravity value computed on the
 QB0820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0820.degrees latitude (g = 980.6199 gals.).
 QB0820
 QB0820.The modeled gravity was interpolated from observed gravity values.
 QB0820
 QB0820;                    North         East    Units  Estimated Accuracy
 QB0820;SPC OR S     -   264,610.    1,710,800.      MT  (+/- 180 meters Scaled)
 QB0820
 QB0820                          SUPERSEDED SURVEY CONTROL
 QB0820
 QB0820  NGVD 29 (??/??/92) 1046.553  (m)         3433.57   (f) ADJ UNCH    1 2
 QB0820
 QB0820.Superseded values are not recommended for survey control.
 QB0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0820.See file dsdata.txt to determine how the superseded data were derived.
 QB0820
 QB0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ302743(NAD 83)
 QB0820_MARKER: P = PIPE CAP
 QB0820_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QB0820_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QB0820_STAMPING: 3433.931 H 1903
 QB0820_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB0820
 QB0820  HISTORY     - Date     Condition        Report By
 QB0820  HISTORY     - 1903     MONUMENTED       USGS
 QB0820  HISTORY     - 1935     GOOD             NGS
 QB0820
 QB0820                          STATION DESCRIPTION
 QB0820
 QB0820'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 QB0820'9.8 MI W FROM WESTFALL.
 QB0820'9.8 MILES WEST ALONG THE ABANDONED BEULAH-WESTFALL STAGE ROAD FROM
 QB0820'WESTFALL MALHEUR COUNTY, ABOUT 800 FEET WEST OF BECKER DAM, ABOUT 200
 QB0820'FEET EAST OF A LOW ROCK OUTCROP ON THE SOUTH SIDE OF THE GULCH, DUE
 QB0820'SOUTH OF THE WEST END OF A ROCK OUTCROP WHICH IS ON THE NORTH RIM OF
 QB0820'THE CANYON, 15 FEET SOUTH OF A DEEP WASH, AND IN THE CENTER OF THE
 QB0820'ROAD AS LAST TRAVELED.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP
 QB0820'STAMPED 3433.931 H 1903 AND RIVETED TO A 3 1/2 INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0147 ***********************************************************************
 NZ0147  DESIGNATION -  3445
 NZ0147  PID         -  NZ0147
 NZ0147  STATE/COUNTY-  OR/JACKSON
 NZ0147  USGS QUAD   -  MT ASHLAND (1983)
 NZ0147
 NZ0147                         *CURRENT SURVEY CONTROL
 NZ0147  ___________________________________________________________________
 NZ0147* NAD 83(1986)-  42 02 40.     (N)    122 38 26.     (W)     SCALED    
 NZ0147* NAVD 88     -      1051.539  (meters)    3449.92   (feet)  POSTED    
 NZ0147  ___________________________________________________________________
 NZ0147  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 NZ0147  DYNAMIC HT  -        1050.940 (meters)    3447.96  (feet)  COMP
 NZ0147  MODELED GRAV-     980,021.0   (mgal)                       NAVD 88
 NZ0147
 NZ0147  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 NZ0147
 NZ0147.The horizontal coordinates were scaled from a topographic map and have
 NZ0147.an estimated accuracy of +/- 6 seconds.
 NZ0147
 NZ0147.The orthometric height was determined by differential leveling
 NZ0147.and adjusted by the  in 1992.
 NZ0147.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 NZ0147.rate of 1.1 thru 2.0 mm/km.
 NZ0147
 NZ0147.The geoid height was determined by GEOID03.
 NZ0147
 NZ0147.The dynamic height is computed by dividing the NAVD 88
 NZ0147.geopotential number by the normal gravity value computed on the
 NZ0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0147.degrees latitude (g = 980.6199 gals.).
 NZ0147
 NZ0147.The modeled gravity was interpolated from observed gravity values.
 NZ0147
 NZ0147;                    North         East    Units  Estimated Accuracy
 NZ0147;SPC OR S     -    44,230.    1,322,780.      MT  (+/- 180 meters Scaled)
 NZ0147
 NZ0147                          SUPERSEDED SURVEY CONTROL
 NZ0147
 NZ0147  NGVD 29 (??/??/92) 1050.437  (m)         3446.31   (f) ADJ UNCH    1 2
 NZ0147
 NZ0147.Superseded values are not recommended for survey control.
 NZ0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0147.See file dsdata.txt to determine how the superseded data were derived.
 NZ0147
 NZ0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM297547(NAD 83)
 NZ0147_MARKER: P = PIPE CAP
 NZ0147_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NZ0147_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NZ0147_STAMPING: 3445 B 1903
 NZ0147_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0147
 NZ0147  HISTORY     - Date     Condition        Report By
 NZ0147  HISTORY     - 1903     MONUMENTED       USGS
 NZ0147  HISTORY     - 1954     GOOD             NGS
 NZ0147
 NZ0147                          STATION DESCRIPTION
 NZ0147
 NZ0147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NZ0147'5.4 MI NE FROM HILT, CA.
 NZ0147'5.4 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 NZ0147'THE STATION AT HILT, CALIFORNIA, 4.8 MILES SOUTH OF SISKIYOU, 0.25
 NZ0147'MILE NORTH OF THE TELEPHONE BOOTH AT GREGORY SIDING, 0.25 MILE (11
 NZ0147'POLES) NORTH OF MILEPOLE 407, ABOUT 8 RAILS SOUTH OF THE WEST CONCRETE
 NZ0147'HEAD WALL OF A CULVERT, 64 FEET SOUTH OF A TELEPHONE POLE, 46.9 FEET
 NZ0147'WEST OF THE WEST RAIL OF THE MAIN TRACK, IN LINE WITH A FENCE, ABOUT
 NZ0147'LEVEL WITH THE TRACK, AND RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE
 NZ0147'PROJECTING 1.3 FEET ABOVE THE GROUND.  NOTE-- SLANTING CAP. THE ROAD
 NZ0147'WAS HELD OVER E OF THE WORD GEOLOGICAL DURING THE 1954 RELEVELING.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1092 ***********************************************************************
 QD1092  DESIGNATION -  345
 QD1092  PID         -  QD1092
 QD1092  STATE/COUNTY-  OR/LINN
 QD1092  USGS QUAD   -  THREE FINGERED JACK (1988)
 QD1092
 QD1092                         *CURRENT SURVEY CONTROL
 QD1092  ___________________________________________________________________
 QD1092* NAD 83(1986)-  44 25 16.     (N)    121 51 55.     (W)     SCALED    
 QD1092* NAVD 88     -      1440.713  (meters)    4726.74   (feet)  ADJUSTED  
 QD1092  ___________________________________________________________________
 QD1092  GEOID HEIGHT-         -21.15  (meters)                     GEOID03
 QD1092  DYNAMIC HT  -        1440.167 (meters)    4724.95  (feet)  COMP
 QD1092  MODELED GRAV-     980,187.3   (mgal)                       NAVD 88
 QD1092
 QD1092  VERT ORDER  -  FIRST     CLASS II
 QD1092
 QD1092.The horizontal coordinates were scaled from a topographic map and have
 QD1092.an estimated accuracy of +/- 6 seconds.
 QD1092
 QD1092.The orthometric height was determined by differential leveling
 QD1092.and adjusted in June 1991.
 QD1092
 QD1092.The geoid height was determined by GEOID03.
 QD1092
 QD1092.The dynamic height is computed by dividing the NAVD 88
 QD1092.geopotential number by the normal gravity value computed on the
 QD1092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1092.degrees latitude (g = 980.6199 gals.).
 QD1092
 QD1092.The modeled gravity was interpolated from observed gravity values.
 QD1092
 QD1092;                    North         East    Units  Estimated Accuracy
 QD1092;SPC OR N     -    84,760.    2,391,280.      MT  (+/- 180 meters Scaled)
 QD1092
 QD1092                          SUPERSEDED SURVEY CONTROL
 QD1092
 QD1092  NGVD 29 (??/??/92) 1439.502  (m)         4722.77   (f) ADJ UNCH    1 2
 QD1092
 QD1092.Superseded values are not recommended for survey control.
 QD1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1092.See file dsdata.txt to determine how the superseded data were derived.
 QD1092
 QD1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ903192(NAD 83)
 QD1092_MARKER: DD = SURVEY DISK
 QD1092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD1092_SP_SET: CONCRETE POST
 QD1092_STAMPING: 4723 23 345 1934
 QD1092_MARK LOGO: BPR   
 QD1092_PROJECTION: RECESSED 36 CENTIMETERS
 QD1092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD1092+STABILITY: SURFACE MOTION
 QD1092
 QD1092  HISTORY     - Date     Condition        Report By
 QD1092  HISTORY     - UNK      MONUMENTED       BPR
 QD1092  HISTORY     - 1941     GOOD             NGS
 QD1092  HISTORY     - 1987     GOOD             NGS
 QD1092
 QD1092                          STATION DESCRIPTION
 QD1092
 QD1092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QD1092'21.5 MI W FROM SISTERS.
 QD1092'MARK IS LOCATED ALONG HIGHWAY NO. 20 AND 66 FEET NORTH OF CENTERLINE,
 QD1092'120 FEET EAST OF A OREGON HISTORY SIGN, 0.1 MILE WEST OF OREGON
 QD1092'SKYLINE TRAIL AND SKI LODGE, NEAR SUMMIT.  U.S.B.M. WITNESS POST IS
 QD1092'SET NEAR THE MARK.
 QD1092
 QD1092                          STATION RECOVERY (1987)
 QD1092
 QD1092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QD1092'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  34.8 KM
 QD1092'(21.60 MI) WESTERLY ALONG U.S. HIGHWAY 20 FROM IT JUNCTION WITH FIR
 QD1092'STREET IN SISTERS, 20.6 M (67.6 FT) SOUTHWEST OF THE CENTER OF A
 QD1092'PAVED ROAD (FIRE ROAD 840) LEADING NORTHWEST, 19.8 M (65.0 FT) NORTH
 QD1092'OF THE CENTERLINE OF THE HIGHWAY, AND 9.2 M (30.2 FT) NORTH-NORTHWEST
 QD1092'OF THE CENTER OF A PAVED ROAD LEADING NORTHEAST TO SANTIAM LODGE.
 QD1092'THE MARK IS 0.4 METERS  SW FROM  A WITNESS POST
 QD1092'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0452 ***********************************************************************
 RC0452  DESIGNATION -  3456 S 3
 RC0452  PID         -  RC0452
 RC0452  STATE/COUNTY-  OR/WASCO
 RC0452  USGS QUAD   -  SHANIKO (1971)
 RC0452
 RC0452                         *CURRENT SURVEY CONTROL
 RC0452  ___________________________________________________________________
 RC0452* NAD 83(1986)-  45 00 05.     (N)    120 48 29.     (W)     SCALED    
 RC0452* NAVD 88     -      1054.731  (meters)    3460.40   (feet)  ADJUSTED  
 RC0452  ___________________________________________________________________
 RC0452  GEOID HEIGHT-         -20.70  (meters)                     GEOID03
 RC0452  DYNAMIC HT  -        1054.455 (meters)    3459.49  (feet)  COMP
 RC0452  MODELED GRAV-     980,318.2   (mgal)                       NAVD 88
 RC0452
 RC0452  VERT ORDER  -  SECOND    CLASS 0
 RC0452
 RC0452.The horizontal coordinates were scaled from a topographic map and have
 RC0452.an estimated accuracy of +/- 6 seconds.
 RC0452
 RC0452.The orthometric height was determined by differential leveling
 RC0452.and adjusted in June 1991.
 RC0452
 RC0452.The geoid height was determined by GEOID03.
 RC0452
 RC0452.The dynamic height is computed by dividing the NAVD 88
 RC0452.geopotential number by the normal gravity value computed on the
 RC0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0452.degrees latitude (g = 980.6199 gals.).
 RC0452
 RC0452.The modeled gravity was interpolated from observed gravity values.
 RC0452
 RC0452;                    North         East    Units  Estimated Accuracy
 RC0452;SPC OR N     -   148,360.    2,475,710.      MT  (+/- 180 meters Scaled)
 RC0452
 RC0452                          SUPERSEDED SURVEY CONTROL
 RC0452
 RC0452  NGVD 29 (??/??/92) 1053.580  (m)         3456.62   (f) ADJ UNCH    2 0
 RC0452
 RC0452.Superseded values are not recommended for survey control.
 RC0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0452.See file dsdata.txt to determine how the superseded data were derived.
 RC0452
 RC0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ727854(NAD 83)
 RC0452_MARKER: DD = SURVEY DISK
 RC0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC0452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC0452_STAMPING: 3456 S 3 1930
 RC0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0452+STABILITY: SURFACE MOTION
 RC0452
 RC0452  HISTORY     - Date     Condition        Report By
 RC0452  HISTORY     - 1930     MONUMENTED       ORDT
 RC0452  HISTORY     - 1962     GOOD             NGS
 RC0452
 RC0452                          STATION DESCRIPTION
 RC0452
 RC0452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RC0452'2.6 MI SW FROM SHANIKO.
 RC0452'REACHED FROM THE POST OFFICE AT SHANIKO, GO SOUTHWEST ON U.S. HIGHWAY
 RC0452'197 FOR 2.6 MILES, 91 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY AND
 RC0452'2 FEET HIGHER, 1 FOOT WEST OF A FENCE LINE, 23 FEET SOUTH OF THE RIGHT
 RC0452'OF WAY FENCE ON THE SOUTH SIDE OF THE HIGHWAY, ABOUT 130 FEET WEST
 RC0452'SOUTHWEST OF A HIGHWAY SIGN 45TH PARALLEL HALF WAY BETWEEN THE EQUATOR
 RC0452'AND NORTH POLE, AND 1 FOOT SOUTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0088 ***********************************************************************
 RB0088  DESIGNATION -  3460.807
 RB0088  PID         -  RB0088
 RB0088  STATE/COUNTY-  OR/UMATILLA
 RB0088  USGS QUAD   -  MEACHAM (1995)
 RB0088
 RB0088                         *CURRENT SURVEY CONTROL
 RB0088  ___________________________________________________________________
 RB0088* NAD 83(1986)-  45 31 10.     (N)    118 23 04.     (W)     SCALED    
 RB0088* NAVD 88     -      1055.926  (meters)    3464.32   (feet)  ADJUSTED  
 RB0088  ___________________________________________________________________
 RB0088  GEOID HEIGHT-         -18.70  (meters)                     GEOID03
 RB0088  DYNAMIC HT  -        1055.684 (meters)    3463.52  (feet)  COMP
 RB0088  MODELED GRAV-     980,350.3   (mgal)                       NAVD 88
 RB0088
 RB0088  VERT ORDER  -  FIRST     CLASS II
 RB0088
 RB0088.The horizontal coordinates were scaled from a topographic map and have
 RB0088.an estimated accuracy of +/- 6 seconds.
 RB0088
 RB0088.The orthometric height was determined by differential leveling
 RB0088.and adjusted in June 1991.
 RB0088
 RB0088.The geoid height was determined by GEOID03.
 RB0088
 RB0088.The dynamic height is computed by dividing the NAVD 88
 RB0088.geopotential number by the normal gravity value computed on the
 RB0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0088.degrees latitude (g = 980.6199 gals.).
 RB0088
 RB0088.The modeled gravity was interpolated from observed gravity values.
 RB0088
 RB0088;                    North         East    Units  Estimated Accuracy
 RB0088;SPC OR N     -   208,050.    2,665,260.      MT  (+/- 180 meters Scaled)
 RB0088
 RB0088                          SUPERSEDED SURVEY CONTROL
 RB0088
 RB0088  NGVD 29 (??/??/92) 1054.838  (m)         3460.75   (f) ADJ UNCH    1 2
 RB0088
 RB0088.Superseded values are not recommended for survey control.
 RB0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0088.See file dsdata.txt to determine how the superseded data were derived.
 RB0088
 RB0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL918415(NAD 83)
 RB0088_MARKER: P = PIPE CAP
 RB0088_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RB0088_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RB0088_STAMPING: 3460.807 A 1899
 RB0088_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RB0088
 RB0088  HISTORY     - Date     Condition        Report By
 RB0088  HISTORY     - 1899     MONUMENTED       USGS
 RB0088  HISTORY     - 1951     GOOD             NGS
 RB0088
 RB0088                          STATION DESCRIPTION
 RB0088
 RB0088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 RB0088'2.35 MI NE FROM MEACHAM.
 RB0088'2.35 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD TRACKS FROM THE
 RB0088'RAILROAD STATION IN MEACHAM, ABOUT 0.25 MILE NORTHEAST OF B M (K 486)
 RB0088'AND NORTH END OF BRIDGE (262.96), ABOUT HALF WAY BETWEEN THE TWO
 RB0088'CURVES IN THE RAILROAD TRACKS, ABOUT 0.1 MILE SOUTH OF SIGNAL BOX
 RB0088'(2582 AND 2587) AND PHONE ON TELEPHONE POLE, 12.5 FEET SOUTHEAST OF A
 RB0088'TELEPHONE POLE, 11 FEET WEST OF THE WEST RAIL OF THE U.P.R.R. TRACKS,
 RB0088'3 FEET WEST OF A RAILROAD FENCE LINE WITH ELECTRIC WIRES AT THE TOP,
 RB0088'AND ABOUT 1/2 FOOT LOWER THAN THE TRACKS, A BRONZE CAP RIVETED ON TOP
 RB0088'OF A 3 1/2 INCH IRON PIPE AND IN THE CENTER OF A ROCK PILE, IRON PIPE
 RB0088'PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0040 ***********************************************************************
 NZ0040  DESIGNATION -  3461
 NZ0040  PID         -  NZ0040
 NZ0040  STATE/COUNTY-  OR/JACKSON
 NZ0040  USGS QUAD   -  UNION CREEK (1989)
 NZ0040
 NZ0040                         *CURRENT SURVEY CONTROL
 NZ0040  ___________________________________________________________________
 NZ0040* NAD 83(1986)-  42 55 17.     (N)    122 25 45.     (W)     SCALED    
 NZ0040* NAVD 88     -      1055.858  (meters)    3464.09   (feet)  ADJUSTED  
 NZ0040  ___________________________________________________________________
 NZ0040  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 NZ0040  DYNAMIC HT  -        1055.336 (meters)    3462.38  (feet)  COMP
 NZ0040  MODELED GRAV-     980,091.0   (mgal)                       NAVD 88
 NZ0040
 NZ0040  VERT ORDER  -  SECOND    CLASS 0
 NZ0040
 NZ0040.The horizontal coordinates were scaled from a topographic map and have
 NZ0040.an estimated accuracy of +/- 6 seconds.
 NZ0040
 NZ0040.The orthometric height was determined by differential leveling
 NZ0040.and adjusted in June 1991.
 NZ0040
 NZ0040.The geoid height was determined by GEOID03.
 NZ0040
 NZ0040.The dynamic height is computed by dividing the NAVD 88
 NZ0040.geopotential number by the normal gravity value computed on the
 NZ0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0040.degrees latitude (g = 980.6199 gals.).
 NZ0040
 NZ0040.The modeled gravity was interpolated from observed gravity values.
 NZ0040
 NZ0040;                    North         East    Units  Estimated Accuracy
 NZ0040;SPC OR S     -   141,190.    1,342,520.      MT  (+/- 180 meters Scaled)
 NZ0040
 NZ0040                          SUPERSEDED SURVEY CONTROL
 NZ0040
 NZ0040  NGVD 29 (??/??/92) 1054.632  (m)         3460.07   (f) ADJ UNCH    2 0
 NZ0040
 NZ0040.Superseded values are not recommended for survey control.
 NZ0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0040.See file dsdata.txt to determine how the superseded data were derived.
 NZ0040
 NZ0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN465522(NAD 83)
 NZ0040_MARKER: DD = SURVEY DISK
 NZ0040_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NZ0040_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NZ0040_STAMPING: 3461
 NZ0040_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0040
 NZ0040  HISTORY     - Date     Condition        Report By
 NZ0040  HISTORY     - UNK      MONUMENTED       BPR
 NZ0040  HISTORY     - 1931     GOOD             NGS
 NZ0040  HISTORY     - 1960     GOOD             NGS
 NZ0040
 NZ0040                          STATION DESCRIPTION
 NZ0040
 NZ0040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 NZ0040'1.2 MI NE FROM UNION CREEK.
 NZ0040'ABOUT 1.2 MILES NORTHEAST ALONG THE CRATER LAKE HIGHWAY FROM UNION
 NZ0040'CREEK, JACKSON COUNTY, ABOUT 100 FEET NORTH OF THE JUNCTION OF THE
 NZ0040'DIAMOND LAKE HIGHWAY, AND 30 FEET WEST OF THE DIAMOND LAKE HIGHWAY. A
 NZ0040'UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK, STAMPED 3461 AND
 NZ0040'SET IN THE TOP OF A 10-INCH PIPE FILLED WITH CONCRETE.
 NZ0040
 NZ0040                          STATION RECOVERY (1960)
 NZ0040
 NZ0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 NZ0040'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0099 ***********************************************************************
 PA0099  DESIGNATION -  3471
 PA0099  PID         -  PA0099
 PA0099  STATE/COUNTY-  OR/MALHEUR
 PA0099  USGS QUAD   -  BEULAH (1990)
 PA0099
 PA0099                         *CURRENT SURVEY CONTROL
 PA0099  ___________________________________________________________________
 PA0099* NAD 83(1986)-  43 57 48.     (N)    118 07 41.     (W)     SCALED    
 PA0099* NAVD 88     -      1061.452  (meters)    3482.45   (feet)  ADJUSTED  
 PA0099  ___________________________________________________________________
 PA0099  GEOID HEIGHT-         -17.98  (meters)                     GEOID03
 PA0099  DYNAMIC HT  -        1061.006 (meters)    3480.98  (feet)  COMP
 PA0099  MODELED GRAV-     980,163.1   (mgal)                       NAVD 88
 PA0099
 PA0099  VERT ORDER  -  FIRST     CLASS II
 PA0099
 PA0099.The horizontal coordinates were scaled from a topographic map and have
 PA0099.an estimated accuracy of +/- 6 seconds.
 PA0099
 PA0099.The orthometric height was determined by differential leveling
 PA0099.and adjusted in June 1991.
 PA0099
 PA0099.The geoid height was determined by GEOID03.
 PA0099
 PA0099.The dynamic height is computed by dividing the NAVD 88
 PA0099.geopotential number by the normal gravity value computed on the
 PA0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0099.degrees latitude (g = 980.6199 gals.).
 PA0099
 PA0099.The modeled gravity was interpolated from observed gravity values.
 PA0099
 PA0099;                    North         East    Units  Estimated Accuracy
 PA0099;SPC OR S     -   257,830.    1,690,340.      MT  (+/- 180 meters Scaled)
 PA0099
 PA0099                          SUPERSEDED SURVEY CONTROL
 PA0099
 PA0099  NGVD 29 (??/??/92) 1060.312  (m)         3478.71   (f) ADJ UNCH    1 2
 PA0099
 PA0099.Superseded values are not recommended for survey control.
 PA0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0099.See file dsdata.txt to determine how the superseded data were derived.
 PA0099
 PA0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ095684(NAD 83)
 PA0099_MARKER: P = PIPE CAP
 PA0099_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PA0099_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PA0099_STAMPING: 3478.980 H 1903
 PA0099_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PA0099
 PA0099  HISTORY     - Date     Condition        Report By
 PA0099  HISTORY     - 1903     MONUMENTED       USGS
 PA0099  HISTORY     - 1944     GOOD             NGS
 PA0099
 PA0099                          STATION DESCRIPTION
 PA0099
 PA0099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 PA0099'5.0 MI N FROM BEULAH.
 PA0099'5.0 MILES NORTH ALONG THE BEULAH-WESTFALL ROAD FROM THE POST OFFICE AT
 PA0099'BEULAH, SET IN A RANCH HOUSE YARD, 58 FEET NORTH OF THE CENTER-LINE OF
 PA0099'THE ROAD, 45.5 FEET SOUTH OF SOUTHEAST CORNER OF THE HOUSE, 27.3 FEET
 PA0099'NORTHEAST OF THE EAST GATE POST LEADING TO THE HOUSE, 21 FEET
 PA0099'NORTHWEST OF THE WEST GATE POST LEADING TO THE EAST SIDE OF HOUSE. A
 PA0099'U.S.GS. BENCH MARK CAP RIVETED ON TOP A 3 1/2-INCH IRON PIPE AND
 PA0099'PROJECTING ABOUT 1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1366 ***********************************************************************
 RC1366  DESIGNATION -  3472
 RC1366  PID         -  RC1366
 RC1366  STATE/COUNTY-  OR/CLACKAMAS
 RC1366  USGS QUAD   -  TIMOTHY LAKE (1997)
 RC1366
 RC1366                         *CURRENT SURVEY CONTROL
 RC1366  ___________________________________________________________________
 RC1366* NAD 83(1986)-  45 04 48.     (N)    121 45 27.     (W)     SCALED    
 RC1366* NAVD 88     -      1059.408  (meters)    3475.74   (feet)  ADJUSTED  
 RC1366  ___________________________________________________________________
 RC1366  GEOID HEIGHT-         -21.04  (meters)                     GEOID03
 RC1366  DYNAMIC HT  -        1059.128 (meters)    3474.82  (feet)  COMP
 RC1366  MODELED GRAV-     980,315.6   (mgal)                       NAVD 88
 RC1366
 RC1366  VERT ORDER  -  SECOND    CLASS 0
 RC1366
 RC1366.The horizontal coordinates were scaled from a topographic map and have
 RC1366.an estimated accuracy of +/- 6 seconds.
 RC1366
 RC1366.The orthometric height was determined by differential leveling
 RC1366.and adjusted in June 1991.
 RC1366
 RC1366.The geoid height was determined by GEOID03.
 RC1366
 RC1366.The dynamic height is computed by dividing the NAVD 88
 RC1366.geopotential number by the normal gravity value computed on the
 RC1366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1366.degrees latitude (g = 980.6199 gals.).
 RC1366
 RC1366.The modeled gravity was interpolated from observed gravity values.
 RC1366
 RC1366;                    North         East    Units  Estimated Accuracy
 RC1366;SPC OR N     -   157,820.    2,401,000.      MT  (+/- 180 meters Scaled)
 RC1366
 RC1366                          SUPERSEDED SURVEY CONTROL
 RC1366
 RC1366  NGVD 29 (??/??/92) 1058.290  (m)         3472.07   (f) ADJ UNCH    2 0
 RC1366
 RC1366.Superseded values are not recommended for survey control.
 RC1366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1366.See file dsdata.txt to determine how the superseded data were derived.
 RC1366
 RC1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ977925(NAD 83)
 RC1366_MARKER: N = NAIL
 RC1366_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RC1366_SP_SET: HEMLOCK TREE
 RC1366_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC1366
 RC1366  HISTORY     - Date     Condition        Report By
 RC1366  HISTORY     - UNK      MONUMENTED       USGS
 RC1366  HISTORY     - 1942     GOOD             NGS
 RC1366
 RC1366                          STATION DESCRIPTION
 RC1366
 RC1366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 RC1366'1.4 MI S FROM CLACKAMAS RANGER STATION.
 RC1366'ALONG OREGON SKYLINE ROAD, 0.5 MILE SOUTH OF ROAD 10-MILE POST, 12
 RC1366'FEET EAST OF CENTER LINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1093 ***********************************************************************
 QD1093  DESIGNATION -  348
 QD1093  PID         -  QD1093
 QD1093  STATE/COUNTY-  OR/LINN
 QD1093  USGS QUAD   -  THREE FINGERED JACK (1988)
 QD1093
 QD1093                         *CURRENT SURVEY CONTROL
 QD1093  ___________________________________________________________________
 QD1093* NAD 83(1986)-  44 25 16.     (N)    121 51 47.     (W)     SCALED    
 QD1093* NAVD 88     -      1448.302  (meters)    4751.64   (feet)  ADJUSTED  
 QD1093  ___________________________________________________________________
 QD1093  GEOID HEIGHT-         -21.15  (meters)                     GEOID03
 QD1093  DYNAMIC HT  -        1447.752 (meters)    4749.83  (feet)  COMP
 QD1093  MODELED GRAV-     980,186.4   (mgal)                       NAVD 88
 QD1093
 QD1093  VERT ORDER  -  FIRST     CLASS II
 QD1093
 QD1093.The horizontal coordinates were scaled from a topographic map and have
 QD1093.an estimated accuracy of +/- 6 seconds.
 QD1093
 QD1093.The orthometric height was determined by differential leveling
 QD1093.and adjusted in June 1991.
 QD1093
 QD1093.The geoid height was determined by GEOID03.
 QD1093
 QD1093.The dynamic height is computed by dividing the NAVD 88
 QD1093.geopotential number by the normal gravity value computed on the
 QD1093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1093.degrees latitude (g = 980.6199 gals.).
 QD1093
 QD1093.The modeled gravity was interpolated from observed gravity values.
 QD1093
 QD1093;                    North         East    Units  Estimated Accuracy
 QD1093;SPC OR N     -    84,750.    2,391,460.      MT  (+/- 180 meters Scaled)
 QD1093
 QD1093                          SUPERSEDED SURVEY CONTROL
 QD1093
 QD1093  NGVD 29 (??/??/92) 1447.090  (m)         4747.66   (f) ADJ UNCH    1 2
 QD1093
 QD1093.Superseded values are not recommended for survey control.
 QD1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1093.See file dsdata.txt to determine how the superseded data were derived.
 QD1093
 QD1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ905192(NAD 83)
 QD1093_MARKER: DD = SURVEY DISK
 QD1093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD1093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QD1093_STAMPING: 23 348 4748 1934
 QD1093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD1093+STABILITY: SURFACE MOTION
 QD1093
 QD1093  HISTORY     - Date     Condition        Report By
 QD1093  HISTORY     - 1934     MONUMENTED       BPR
 QD1093  HISTORY     - 1941     GOOD             NGS
 QD1093  HISTORY     - 1987     MARK NOT FOUND   NGS
 QD1093
 QD1093                          STATION DESCRIPTION
 QD1093
 QD1093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QD1093'5.15 MI E FROM SANTIAM JUNCTION.
 QD1093'5.15 MILES EAST ON SANTIAM HIGHWAY 63 FEET NORTH OF HIGHWAY, 6 FEET
 QD1093'ABOVE GRADE.  WITNESS POST SET.
 QD1093
 QD1093                          STATION RECOVERY (1987)
 QD1093
 QD1093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QD1093'THE HIGHWAY HAS BEEN WIDENED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0238 ***********************************************************************
 QD0238  DESIGNATION -  3480 RESET
 QD0238  PID         -  QD0238
 QD0238  STATE/COUNTY-  OR/CROOK
 QD0238  USGS QUAD   -  DRAKE BUTTE (1992)
 QD0238
 QD0238                         *CURRENT SURVEY CONTROL
 QD0238  ___________________________________________________________________
 QD0238* NAD 83(1986)-  44 06 49.     (N)    120 16 21.     (W)     SCALED    
 QD0238* NAVD 88     -      1062.087  (meters)    3484.53   (feet)  ADJUSTED  
 QD0238  ___________________________________________________________________
 QD0238  GEOID HEIGHT-         -19.43  (meters)                     GEOID03
 QD0238  DYNAMIC HT  -        1061.664 (meters)    3483.14  (feet)  COMP
 QD0238  MODELED GRAV-     980,184.9   (mgal)                       NAVD 88
 QD0238
 QD0238  VERT ORDER  -  FIRST     CLASS II
 QD0238
 QD0238.The horizontal coordinates were scaled from a topographic map and have
 QD0238.an estimated accuracy of +/- 6 seconds.
 QD0238
 QD0238.The orthometric height was determined by differential leveling
 QD0238.and adjusted in June 1991.
 QD0238
 QD0238.The geoid height was determined by GEOID03.
 QD0238
 QD0238.The dynamic height is computed by dividing the NAVD 88
 QD0238.geopotential number by the normal gravity value computed on the
 QD0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0238.degrees latitude (g = 980.6199 gals.).
 QD0238
 QD0238.The modeled gravity was interpolated from observed gravity values.
 QD0238
 QD0238;                    North         East    Units  Estimated Accuracy
 QD0238;SPC OR S     -   271,850.    1,518,210.      MT  (+/- 180 meters Scaled)
 QD0238
 QD0238                          SUPERSEDED SURVEY CONTROL
 QD0238
 QD0238  NGVD 29 (??/??/92) 1060.918  (m)         3480.70   (f) ADJ UNCH    1 2
 QD0238
 QD0238.Superseded values are not recommended for survey control.
 QD0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0238.See file dsdata.txt to determine how the superseded data were derived.
 QD0238
 QD0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGP182881(NAD 83)
 QD0238_MARKER: Z = SEE DESCRIPTION
 QD0238_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QD0238_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QD0238_STAMPING: 1903 H 3480.859 RESET 1941
 QD0238_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0238
 QD0238  HISTORY     - Date     Condition        Report By
 QD0238  HISTORY     - 1941     MONUMENTED       USGS
 QD0238  HISTORY     - 1941     GOOD             NGS
 QD0238
 QD0238                          STATION DESCRIPTION
 QD0238
 QD0238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QD0238'12.3 MI E FROM POST.
 QD0238'MARK IS LOCATED ABOUT 12.3 MILES EAST OF POST, ALONG OLD SOUTH SIDE
 QD0238'CROOKED RIVER ROAD TO PAULINA, AT KRAMER RANCH, OPPOSITE RUINS OF OLD
 QD0238'RANCH HOUSE, 30 FEET EAST OF GATE, 20 FEET SOUTH OF CENTER OF ROAD.
 QD0238'WITNESS POST SET BY MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0096 ***********************************************************************
 QC0096  DESIGNATION -  3493
 QC0096  PID         -  QC0096
 QC0096  STATE/COUNTY-  OR/GRANT
 QC0096  USGS QUAD   -  CANYON MTN (1983)
 QC0096
 QC0096                         *CURRENT SURVEY CONTROL
 QC0096  ___________________________________________________________________
 QC0096* NAD 83(1986)-  44 21 03.     (N)    118 56 54.     (W)     SCALED    
 QC0096* NAVD 88     -      1065.58   (+/-2cm)    3496.0    (feet)  VERTCON   
 QC0096  ___________________________________________________________________
 QC0096  GEOID HEIGHT-         -18.00  (meters)                     GEOID03
 QC0096  VERT ORDER  -  ? (See Below)
 QC0096
 QC0096.The horizontal coordinates were scaled from a topographic map and have
 QC0096.an estimated accuracy of +/- 6 seconds.
 QC0096
 QC0096.The NAVD 88 height was computed by applying the VERTCON shift value to
 QC0096.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QC0096.The vertical order pertains to the NGVD 29 superseded value.
 QC0096
 QC0096.The geoid height was determined by GEOID03.
 QC0096
 QC0096;                    North         East    Units  Estimated Accuracy
 QC0096;SPC OR N     -    77,220.    2,623,710.      MT  (+/- 180 meters Scaled)
 QC0096
 QC0096                          SUPERSEDED SURVEY CONTROL
 QC0096
 QC0096  NGVD 29 (??/??/92) 1064.366  (m)         3492.01   (f) ADJ UNCH    ?  
 QC0096
 QC0096.Superseded values are not recommended for survey control.
 QC0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0096.See file dsdata.txt to determine how the superseded data were derived.
 QC0096
 QC0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK447126(NAD 83)
 QC0096_MARKER: DD = SURVEY DISK
 QC0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QC0096_STAMPING: 3493 35 1929
 QC0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0096+STABILITY: SURFACE MOTION
 QC0096
 QC0096  HISTORY     - Date     Condition        Report By
 QC0096  HISTORY     - 1929     MONUMENTED       BPR
 QC0096  HISTORY     - 1935     GOOD             NGS
 QC0096  HISTORY     - 1972     MARK NOT FOUND   NGS
 QC0096  HISTORY     - 1985     MARK NOT FOUND   NGS
 QC0096
 QC0096                          STATION DESCRIPTION
 QC0096
 QC0096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 QC0096'3.2 MI S FROM CANYON CITY.
 QC0096'3.2 MILES SOUTH ALONG THE CANYON CITY-BURNS HIGHWAY FROM CANYON CITY,
 QC0096'GRANT COUNTY, AT THE NORTH END OF A CURVE, AT THE MOUTH OF A SMALL
 QC0096'GULCH, IN THE CENTER OF A RECESS IN A SHORT STONE WALL, 34 FEET EAST
 QC0096'OF THE CENTERLINE OF THE ROAD AND 4 FEET HIGHER, IN THE TOP OF A
 QC0096'CONCRETE POST.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK
 QC0096'STAMPED 3493 35 1929.
 QC0096
 QC0096                          STATION RECOVERY (1972)
 QC0096
 QC0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 QC0096'MARK NOT FOUND.
 QC0096
 QC0096                          STATION RECOVERY (1985)
 QC0096
 QC0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QC0096'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0371 ***********************************************************************
 NZ0371  DESIGNATION -  3495.7
 NZ0371  PID         -  NZ0371
 NZ0371  STATE/COUNTY-  OR/JACKSON
 NZ0371  USGS QUAD   -  ABBOTT BUTTE (1989)
 NZ0371
 NZ0371                         *CURRENT SURVEY CONTROL
 NZ0371  ___________________________________________________________________
 NZ0371* NAD 83(1986)-  42 53 32.     (N)    122 31 47.     (W)     SCALED    
 NZ0371* NAVD 88     -      1066.861  (meters)    3500.19   (feet)  ADJUSTED  
 NZ0371  ___________________________________________________________________
 NZ0371  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 NZ0371  DYNAMIC HT  -        1066.377 (meters)    3498.61  (feet)  COMP
 NZ0371  MODELED GRAV-     980,130.0   (mgal)                       NAVD 88
 NZ0371
 NZ0371  VERT ORDER  -  SECOND    CLASS 0
 NZ0371
 NZ0371.The horizontal coordinates were scaled from a topographic map and have
 NZ0371.an estimated accuracy of +/- 6 seconds.
 NZ0371
 NZ0371.The orthometric height was determined by differential leveling
 NZ0371.and adjusted in June 1991.
 NZ0371
 NZ0371.The geoid height was determined by GEOID03.
 NZ0371
 NZ0371.The dynamic height is computed by dividing the NAVD 88
 NZ0371.geopotential number by the normal gravity value computed on the
 NZ0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0371.degrees latitude (g = 980.6199 gals.).
 NZ0371
 NZ0371.The modeled gravity was interpolated from observed gravity values.
 NZ0371
 NZ0371;                    North         East    Units  Estimated Accuracy
 NZ0371;SPC OR S     -   138,150.    1,334,240.      MT  (+/- 180 meters Scaled)
 NZ0371
 NZ0371                          SUPERSEDED SURVEY CONTROL
 NZ0371
 NZ0371  NGVD 29 (??/??/92) 1065.706  (m)         3496.40   (f) ADJ UNCH    2 0
 NZ0371
 NZ0371.Superseded values are not recommended for survey control.
 NZ0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0371.See file dsdata.txt to determine how the superseded data were derived.
 NZ0371
 NZ0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN383489(NAD 83)
 NZ0371_MARKER: N = NAIL
 NZ0371_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NZ0371_SP_SET: FIR TREE
 NZ0371_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0371
 NZ0371  HISTORY     - Date     Condition        Report By
 NZ0371  HISTORY     - UNK      MONUMENTED       USGS
 NZ0371  HISTORY     - 1967     MARK NOT FOUND   NGS
 NZ0371
 NZ0371                          STATION DESCRIPTION
 NZ0371
 NZ0371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 NZ0371'4.9 MI SE FROM HUCKLEBERRY GAP.
 NZ0371'0.4 MILE NORTHEAST ALONG THE ABBOTT BUTTE LOOKOUT ROAD FROM
 NZ0371'HUCKLEBERRY GAP, THENCE 4.5 MILES SOUTHEAST ALONG THE ABBOTT-MCCALL
 NZ0371'ROAD, AT A SHARP CURVE, 35 FEET NORTHWEST OF THE CENTER LINE OF THE
 NZ0371'ROAD, ABOUT 12 FEET HIGHER THAN THE ROAD AND DRIVEN IN THE SOUTHEAST
 NZ0371'BASE OF A 30-INCH FIR TREE MARKED BY THE WHITE PAINTED LETTERS USBM
 NZ0371'3495.7.  NOTE-- THIS ROAD IS NO LONGER PASSABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0792 ***********************************************************************
 QB0792  DESIGNATION -  3499
 QB0792  PID         -  QB0792
 QB0792  STATE/COUNTY-  OR/BAKER
 QB0792  USGS QUAD   -  DOOLEY MTN (1993)
 QB0792
 QB0792                         *CURRENT SURVEY CONTROL
 QB0792  ___________________________________________________________________
 QB0792* NAD 83(1986)-  44 30 03.     (N)    117 50 10.     (W)     SCALED    
 QB0792* NAVD 88     -      1065.927  (meters)    3497.13   (feet)  ADJUSTED  
 QB0792  ___________________________________________________________________
 QB0792  GEOID HEIGHT-         -17.25  (meters)                     GEOID03
 QB0792  DYNAMIC HT  -        1065.507 (meters)    3495.75  (feet)  COMP
 QB0792  MODELED GRAV-     980,188.9   (mgal)                       NAVD 88
 QB0792
 QB0792  VERT ORDER  -  FIRST     CLASS II
 QB0792
 QB0792.The horizontal coordinates were scaled from a topographic map and have
 QB0792.an estimated accuracy of +/- 6 seconds.
 QB0792
 QB0792.The orthometric height was determined by differential leveling
 QB0792.and adjusted in June 1991.
 QB0792
 QB0792.The geoid height was determined by GEOID03.
 QB0792
 QB0792.The dynamic height is computed by dividing the NAVD 88
 QB0792.geopotential number by the normal gravity value computed on the
 QB0792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0792.degrees latitude (g = 980.6199 gals.).
 QB0792
 QB0792.The modeled gravity was interpolated from observed gravity values.
 QB0792
 QB0792;                    North         East    Units  Estimated Accuracy
 QB0792;SPC OR N     -    96,190.    2,711,810.      MT  (+/- 180 meters Scaled)
 QB0792
 QB0792                          SUPERSEDED SURVEY CONTROL
 QB0792
 QB0792  NGVD 29 (??/??/92) 1064.719  (m)         3493.17   (f) ADJ UNCH    1 2
 QB0792
 QB0792.Superseded values are not recommended for survey control.
 QB0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0792.See file dsdata.txt to determine how the superseded data were derived.
 QB0792
 QB0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK335278(NAD 83)
 QB0792_MARKER: P = PIPE CAP
 QB0792_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QB0792_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QB0792_STAMPING: 3499 BC
 QB0792_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB0792
 QB0792  HISTORY     - Date     Condition        Report By
 QB0792  HISTORY     - UNK      MONUMENTED       USGS
 QB0792  HISTORY     - 1944     GOOD             NGS
 QB0792
 QB0792                          STATION DESCRIPTION
 QB0792
 QB0792'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 QB0792'11.2 MI E FROM HEREFORD.
 QB0792'10.7 MILES EAST ALONG STATE HIGHWAY NO. 7 FROM THE POST OFFICE AT
 QB0792'HEREFORD, THENCE 0.5 MILE EAST ALONG COUNTY ROAD LEADING EAST TO
 QB0792'BRIDGEPORT, SET ON THE SOUTH SLOPE OF HILL, 40 FEET SOUTH OF THE
 QB0792'CENTER-LINE OF THE ROAD, 24 FEET NORTH OF THE RAIL FENCE, 2.6 FEET
 QB0792'WEST OF REFERENCE POST.  BENCH MARK CAP RIVETED ON TOP A 3 1/2-INCH
 QB0792'IRON PIPE AND PROJECTING ABOUT 1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0193 ***********************************************************************
 QE0193  DESIGNATION -  35
 QE0193  PID         -  QE0193
 QE0193  STATE/COUNTY-  OR/LINN
 QE0193  USGS QUAD   -  HARTER MOUNTAIN (1984)
 QE0193
 QE0193                         *CURRENT SURVEY CONTROL
 QE0193  ___________________________________________________________________
 QE0193* NAD 83(1986)-  44 23 42.     (N)    122 08 30.     (W)     SCALED    
 QE0193* NAVD 88     -      1293.816  (meters)    4244.79   (feet)  POSTED    
 QE0193  ___________________________________________________________________
 QE0193  GEOID HEIGHT-         -21.81  (meters)                     GEOID03
 QE0193  DYNAMIC HT  -        1293.320 (meters)    4243.17  (feet)  COMP
 QE0193  MODELED GRAV-     980,189.1   (mgal)                       NAVD 88
 QE0193
 QE0193  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 QE0193
 QE0193.The horizontal coordinates were scaled from a topographic map and have
 QE0193.an estimated accuracy of +/- 6 seconds.
 QE0193
 QE0193.The orthometric height was determined by differential leveling
 QE0193.and adjusted by the  in 1992.
 QE0193.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 QE0193.rate of 1.1 thru 2.0 mm/km.
 QE0193
 QE0193.The geoid height was determined by GEOID03.
 QE0193
 QE0193.The dynamic height is computed by dividing the NAVD 88
 QE0193.geopotential number by the normal gravity value computed on the
 QE0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0193.degrees latitude (g = 980.6199 gals.).
 QE0193
 QE0193.The modeled gravity was interpolated from observed gravity values.
 QE0193
 QE0193;                    North         East    Units  Estimated Accuracy
 QE0193;SPC OR N     -    82,260.    2,369,220.      MT  (+/- 180 meters Scaled)
 QE0193
 QE0193                          SUPERSEDED SURVEY CONTROL
 QE0193
 QE0193  NGVD 29 (??/??/92) 1292.613  (m)         4240.85   (f) ADJ UNCH    1 2
 QE0193
 QE0193.Superseded values are not recommended for survey control.
 QE0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0193.See file dsdata.txt to determine how the superseded data were derived.
 QE0193
 QE0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ683161(NAD 83)
 QE0193_MARKER: DD = SURVEY DISK
 QE0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0193_STAMPING: 35 1936
 QE0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0193+STABILITY: SURFACE MOTION
 QE0193
 QE0193  HISTORY     - Date     Condition        Report By
 QE0193  HISTORY     - 1936     MONUMENTED       BPR
 QE0193
 QE0193                          STATION DESCRIPTION
 QE0193
 QE0193'DESCRIBED BY US BUREAU OF PUBLIC ROADS 1936
 QE0193'10.3 MI W FROM SANTIAM JUNCTION.
 QE0193'10.3 MILES WEST ALONG THE SOUTH SANTIAM HIGHWAY (U.S.20) FROM THE
 QE0193'SOUTHWEST JUNCTION OF THE NORTH SANTIAM HIGHWAY AT SANTIAM JUNCTION,
 QE0193'LINN COUNTY, AT TOMBSTONE SUMMIT, AT THE WEST END OF A CUT, 50 FEET
 QE0193'SOUTH OF THE HIGHWAY, ON A LOW BANK, AND NEAR A WHITE WOODEN WITNESS
 QE0193'POST.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK, STAMPED
 QE0193'35 1936 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0505 ***********************************************************************
 RD0505  DESIGNATION -  35
 RD0505  PID         -  RD0505
 RD0505  STATE/COUNTY-  OR/MULTNOMAH
 RD0505  USGS QUAD   -  LINNTON (1990)
 RD0505
 RD0505                         *CURRENT SURVEY CONTROL
 RD0505  ___________________________________________________________________
 RD0505* NAD 83(1986)-  45 34 43.     (N)    122 45 42.     (W)     SCALED    
 RD0505* NAVD 88     -        11.868  (meters)      38.94   (feet)  POSTED    
 RD0505  ___________________________________________________________________
 RD0505  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 RD0505  DYNAMIC HT  -          11.870 (meters)      38.94  (feet)  COMP
 RD0505  MODELED GRAV-     980,621.3   (mgal)                       NAVD 88
 RD0505
 RD0505  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 RD0505
 RD0505.The horizontal coordinates were scaled from a topographic map and have
 RD0505.an estimated accuracy of +/- 6 seconds.
 RD0505
 RD0505.The orthometric height was determined by differential leveling
 RD0505.and adjusted by the  in 1992.
 RD0505.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 RD0505.rate of 0.0 thru 1.0 mm/km.
 RD0505
 RD0505.The geoid height was determined by GEOID03.
 RD0505
 RD0505.The dynamic height is computed by dividing the NAVD 88
 RD0505.geopotential number by the normal gravity value computed on the
 RD0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0505.degrees latitude (g = 980.6199 gals.).
 RD0505
 RD0505.The modeled gravity was interpolated from observed gravity values.
 RD0505
 RD0505;                    North         East    Units  Estimated Accuracy
 RD0505;SPC OR N     -   214,930.    2,323,520.      MT  (+/- 180 meters Scaled)
 RD0505
 RD0505                          SUPERSEDED SURVEY CONTROL
 RD0505
 RD0505  NGVD 29 (??/??/92)   10.825  (m)           35.52   (f) ADJ UNCH    1 2
 RD0505
 RD0505.Superseded values are not recommended for survey control.
 RD0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0505.See file dsdata.txt to determine how the superseded data were derived.
 RD0505
 RD0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER185472(NAD 83)
 RD0505_MARKER: DD = SURVEY DISK
 RD0505_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD0505_SP_SET: HOLDER PLT
 RD0505_STAMPING: U.S.G.S. WASH. B.M.
 RD0505_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0505
 RD0505  HISTORY     - Date     Condition        Report By
 RD0505  HISTORY     - UNK      MONUMENTED       PG+E
 RD0505  HISTORY     - 1942     GOOD             NGS
 RD0505  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 RD0505
 RD0505                          STATION DESCRIPTION
 RD0505
 RD0505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 RD0505'IN PORTLAND.
 RD0505'A BRASS PLUG AND WASHER, STAMPED U.S.G.S. WASH. B.M., SET IN A DRILL
 RD0505'HOLE IN THE SOUTHWEST CORNER OF THE CONCRETE HOLDER PIT IN FRONT OF
 RD0505'THE GAS HOLDER TANK, AND 87 FEET NORTH OF THE CENTER OF THE STEPS ON
 RD0505'THE WEST SIDE OF THE BUILDING LEADING TO THE OFFICE OF THE PORTLAND
 RD0505'GAS AND COKE COMPANY PLANT JUST SOUTH OF THE U.S. GOVERNMENT MOORINGS
 RD0505'ON ST. HELENS ROAD, PORTLAND, OREGON.  MARK IS 15 1/2 FEET EAST OF THE
 RD0505'EAST CURB OF THE PAVED STREET.  16 FEET WEST OF THE GAS HOLDER TANK.
 RD0505'AND ABOUT 2 INCHES ABOVE THE GROUND LEVEL.
 RD0505
 RD0505                          STATION RECOVERY (1990)
 RD0505
 RD0505'RECOVERY NOTE BY US POWER SQUADRON 1990 (FV)
 RD0505'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC0418 ***********************************************************************
 SC0418  DESIGNATION -  35
 SC0418  PID         -  SC0418
 SC0418  STATE/COUNTY-  OR/CLATSOP
 SC0418  USGS QUAD   -  CATHLAMET (1985)
 SC0418
 SC0418                         *CURRENT SURVEY CONTROL
 SC0418  ___________________________________________________________________
 SC0418* NAD 83(1986)-  46 09 24.     (N)    123 24 22.     (W)     SCALED    
 SC0418* NAVD 88     -         4.656  (meters)      15.28   (feet)  POSTED    
 SC0418  ___________________________________________________________________
 SC0418  GEOID HEIGHT-         -21.33  (meters)                     GEOID03
 SC0418  DYNAMIC HT  -           4.660 (meters)      15.29  (feet)  COMP
 SC0418  MODELED GRAV-     980,746.4   (mgal)                       NAVD 88
 SC0418
 SC0418  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 SC0418
 SC0418.The horizontal coordinates were scaled from a topographic map and have
 SC0418.an estimated accuracy of +/- 6 seconds.
 SC0418
 SC0418.The orthometric height was determined by differential leveling
 SC0418.and adjusted by the  in 1992.
 SC0418.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 SC0418.rate of 2.1 thru 3.0 mm/km.
 SC0418
 SC0418.The geoid height was determined by GEOID03.
 SC0418
 SC0418.The dynamic height is computed by dividing the NAVD 88
 SC0418.geopotential number by the normal gravity value computed on the
 SC0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0418.degrees latitude (g = 980.6199 gals.).
 SC0418
 SC0418.The modeled gravity was interpolated from observed gravity values.
 SC0418
 SC0418;                    North         East    Units  Estimated Accuracy
 SC0418;SPC OR N     -   280,750.    2,275,560.      MT  (+/- 180 meters Scaled)
 SC0418
 SC0418                          SUPERSEDED SURVEY CONTROL
 SC0418
 SC0418  NGVD 29 (??/??/92)    3.668  (m)           12.03   (f) ADJ UNCH    1 2
 SC0418
 SC0418.Superseded values are not recommended for survey control.
 SC0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0418.See file dsdata.txt to determine how the superseded data were derived.
 SC0418
 SC0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS686115(NAD 83)
 SC0418_MARKER: Z = SEE DESCRIPTION
 SC0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SC0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0418+STABILITY: SURFACE MOTION
 SC0418
 SC0418  HISTORY     - Date     Condition        Report By
 SC0418  HISTORY     - UNK      MONUMENTED       DOD
 SC0418  HISTORY     - 1942     GOOD             NGS
 SC0418  HISTORY     - 1952     MARK NOT FOUND   USGS
 SC0418
 SC0418                          STATION DESCRIPTION
 SC0418
 SC0418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 SC0418'IN WAUNA.
 SC0418'A 1/4 IN. BRASS ROD SET IN THE TOP OF A DEPRESSION IN A CONCRETE
 SC0418'MONUMENT, INSCRIBED U S E 1913 BM IN THE CONCRETE, IN FRONT OF THE
 SC0418'CROSSETT WESTERN COMPANY STORE AT WAUANA.  52 FEET NORTHEAST OF A
 SC0418'DRINKING FOUNTAIN IN FRONT OF STORE.  27 FEET SOUTHWEST OF THE
 SC0418'CENTERLINE OF THE RAILROAD CROSSING.  34 1/2 FEET NORTH OF THE
 SC0418'CENTERLINE OF A GASOLINE PUMP ON A CONCRETE BASE 2 1/2 FEET HIGH.  27
 SC0418'FEET N.W. OF CENTERLINE OF ROAD RUNNING ACROSS THE RAILROAD TO THE
 SC0418'MILL.  1.8 FEET N.W. OF N.W. EDGE OF WOOD SIDEWALK.  1.1 FEET S.E. OF
 SC0418'4 X 4 IN. X 2 FT. WHITE PAINTED USBM MARKER POST.  TOP OF MONUMNET
 SC0418'ABOUT LEVEL WITH GROUND.  NOTE-- NOT STAMPED.  INSCRIBED U S E 1913 BM
 SC0418'IN THE CONCRETE.
 SC0418
 SC0418                          STATION RECOVERY (1952)
 SC0418
 SC0418'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 SC0418'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3712 ***********************************************************************
 RD3712  DESIGNATION -  35
 RD3712  PID         -  RD3712
 RD3712  STATE/COUNTY-  OR/MULTNOMAH
 RD3712  USGS QUAD   -  LINNTON (1990)
 RD3712
 RD3712                         *CURRENT SURVEY CONTROL
 RD3712  ___________________________________________________________________
 RD3712* NAD 83(1991)-  45 35 03.37720(N)    122 45 30.36793(W)     ADJUSTED  
 RD3712* NAVD 88     -        10.     (meters)      33.     (feet)  SCALED    
 RD3712  ___________________________________________________________________
 RD3712  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 RD3712  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 RD3712  HORZ ORDER  -  THIRD
 RD3712
 RD3712.The horizontal coordinates were established by classical geodetic methods
 RD3712.and adjusted by the National Geodetic Survey in October 1991.
 RD3712
 RD3712.The orthometric height was scaled from a topographic map.
 RD3712
 RD3712.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3712
 RD3712.The geoid height was determined by GEOID03.
 RD3712
 RD3712;                    North         East     Units Scale Factor Converg.
 RD3712;SPC OR N     -   215,552.786 2,323,785.465   MT  0.99992086   -1 36 05.9
 RD3712;SPC OR N     -   707,194.18  7,623,968.06   iFT  0.99992086   -1 36 05.9
 RD3712;SPC WA S     -    30,415.671   323,761.060   MT  1.00006574   -1 38 25.9
 RD3712;SPC WA S     -    99,788.75  1,062,206.08   sFT  1.00006574   -1 38 25.9
 RD3712;UTM  10      - 5,047,887.261   518,844.483   MT  0.99960437   +0 10 21.2
 RD3712
 RD3712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3712!SPC OR N     -   1.00000201  x   0.99992086  =   0.99992287
 RD3712!SPC WA S     -   1.00000201  x   1.00006574  =   1.00006775
 RD3712!UTM  10      -   1.00000201  x   0.99960437  =   0.99960638
 RD3712
 RD3712:                Primary Azimuth Mark                     Grid Az
 RD3712:SPC OR N     -  37                                       112 46 19.9
 RD3712:SPC WA S     -  37                                       112 48 39.9
 RD3712:UTM  10      -  37                                       110 59 52.8
 RD3712
 RD3712|---------------------------------------------------------------------|
 RD3712| PID    Reference Object                     Distance      Geod. Az  |
 RD3712|                                                           dddmmss.s |
 RD3712| RD3262 37                                  APPROX. 0.7 KM 1111014.0 |
 RD3712| RD3705 36                                  APPROX. 0.6 KM 1672941.6 |
 RD3712| RD3710 34                                  489.762 METERS 2243932.4 |
 RD3712|---------------------------------------------------------------------|
 RD3712
 RD3712                          SUPERSEDED SURVEY CONTROL
 RD3712
 RD3712  NAD 83(1986)-  45 35 03.39655(N)    122 45 30.37080(W) AD(       ) 3
 RD3712  NAD 27      -  45 35 03.97300(N)    122 45 26.01200(W) AD(       ) 3
 RD3712
 RD3712.Superseded values are not recommended for survey control.
 RD3712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3712.See file dsdata.txt to determine how the superseded data were derived.
 RD3712
 RD3712_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1884447887(NAD 83)
 RD3712
 RD3712  HISTORY     - Date     Condition        Report By
 RD3712  HISTORY     - 1899     MONUMENTED       USE
 RD3712  HISTORY     - 1960     SEE DESCRIPTION  CGS
 RD3712  HISTORY     - 19941031 MARK NOT FOUND   USPSQD
 RD3712
 RD3712                          STATION DESCRIPTION
 RD3712
 RD3712'DESCRIBED BY US ENGINEERS 1899
 RD3712'THE STATION IS AT ST. JOHNS AND IS MARKED BY A PIPE.  IT IS
 RD3712'A HARBOR LINE MONUMENT.
 RD3712
 RD3712                          STATION RECOVERY (1960)
 RD3712
 RD3712'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ANS)
 RD3712'STATION DESTROYED.  THE PREVIOUS DESCRIPTION IS INADEQUATE
 RD3712'FOR RECOVERY OF THE STATION.  THE STATION WAS PLOTTED FROM
 RD3712'THE PUBLISHED COORDINATES ON A 1--9600 PLANIMETRIC MAP.  THE
 RD3712'PLOTTED POSITION FELL NEAR THE SHORE OF THE WILLAMETTE
 RD3712'RIVER, ON THE PROPERTY OF THE PORTLAND MANUFACTURING
 RD3712'COMPANY.  A SEARCH OF THE AREA REVEALED NO EVIDENCE OF
 RD3712'THE STATION OR OF ANY UNDISTURBED GROUND.  A REPRESENTATIVE
 RD3712'OF THE PORTLAND MANUFACTURING COMPANY STATED THAT ALL OF
 RD3712'THEIR PROPERTY ALONG THE SHORELINE, FOR 200 FT. INSHORE
 RD3712'FROM THE WATERLINE, HAD BEEN LEVELED AND FILLED SEVERAL
 RD3712'TIMES SINCE 1913.
 RD3712
 RD3712                          STATION RECOVERY (1994)
 RD3712
 RD3712'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD3712'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0644 ***********************************************************************
 PA0644  DESIGNATION -  35 102
 PA0644  PID         -  PA0644
 PA0644  STATE/COUNTY-  OR/HARNEY
 PA0644  USGS QUAD   -  DEVINE RIDGE NORTH (1990)
 PA0644
 PA0644                         *CURRENT SURVEY CONTROL
 PA0644  ___________________________________________________________________
 PA0644* NAD 83(1986)-  43 50 38.     (N)    118 57 28.     (W)     SCALED    
 PA0644* NAVD 88     -      1560.037  (meters)    5118.22   (feet)  ADJUSTED  
 PA0644  ___________________________________________________________________
 PA0644  GEOID HEIGHT-         -18.30  (meters)                     GEOID03
 PA0644  DYNAMIC HT  -        1559.254 (meters)    5115.65  (feet)  COMP
 PA0644  MODELED GRAV-     980,061.3   (mgal)                       NAVD 88
 PA0644
 PA0644  VERT ORDER  -  FIRST     CLASS II
 PA0644
 PA0644.The horizontal coordinates were scaled from a topographic map and have
 PA0644.an estimated accuracy of +/- 6 seconds.
 PA0644
 PA0644.The orthometric height was determined by differential leveling
 PA0644.and adjusted in June 1991.
 PA0644
 PA0644.The geoid height was determined by GEOID03.
 PA0644
 PA0644.The dynamic height is computed by dividing the NAVD 88
 PA0644.geopotential number by the normal gravity value computed on the
 PA0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0644.degrees latitude (g = 980.6199 gals.).
 PA0644
 PA0644.The modeled gravity was interpolated from observed gravity values.
 PA0644
 PA0644;                    North         East    Units  Estimated Accuracy
 PA0644;SPC OR S     -   243,000.    1,624,010.      MT  (+/- 180 meters Scaled)
 PA0644
 PA0644                          SUPERSEDED SURVEY CONTROL
 PA0644
 PA0644.No superseded survey control is available for this station.
 PA0644
 PA0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ426563(NAD 83)
 PA0644_MARKER: DD = SURVEY DISK
 PA0644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0644_SP_SET: CONCRETE POST
 PA0644_STAMPING: 35 102 1929
 PA0644_MARK LOGO: BPR   
 PA0644_PROJECTION: PROJECTING 30 CENTIMETERS
 PA0644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0644+STABILITY: SURFACE MOTION
 PA0644
 PA0644  HISTORY     - Date     Condition        Report By
 PA0644  HISTORY     - 1929     MONUMENTED       BPR
 PA0644  HISTORY     - 1985     GOOD             NGS
 PA0644
 PA0644                          STATION DESCRIPTION
 PA0644
 PA0644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PA0644'23.8 KM (14.8 MI) SOUTH FROM SILVIES.
 PA0644'23.8 KM (14.75 MI) SOUTH ALONG US HIGHWAY 395 FROM THE GENERAL STORE
 PA0644'AT SILVIES, AT THE NORTH END OF A ROCK CUTBANK, 12.4 METERS (40.8 FT)
 PA0644'EAST OF THE HIGHWAY CENTERLINE.
 PA0644'THE MARK IS 0.31 METERS  NW FROM  A WITNESS POST
 PA0644'THE MARK IS 0.91 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0647 ***********************************************************************
 PA0647  DESIGNATION -  35 119
 PA0647  PID         -  PA0647
 PA0647  STATE/COUNTY-  OR/HARNEY
 PA0647  USGS QUAD   -  TROUT CREEK (1990)
 PA0647
 PA0647                         *CURRENT SURVEY CONTROL
 PA0647  ___________________________________________________________________
 PA0647* NAD 83(1986)-  43 52 50.     (N)    118 55 28.     (W)     SCALED    
 PA0647* NAVD 88     -      1438.105  (meters)    4718.18   (feet)  ADJUSTED  
 PA0647  ___________________________________________________________________
 PA0647  GEOID HEIGHT-         -18.25  (meters)                     GEOID03
 PA0647  DYNAMIC HT  -        1437.409 (meters)    4715.90  (feet)  COMP
 PA0647  MODELED GRAV-     980,084.2   (mgal)                       NAVD 88
 PA0647
 PA0647  VERT ORDER  -  FIRST     CLASS II
 PA0647
 PA0647.The horizontal coordinates were scaled from a topographic map and have
 PA0647.an estimated accuracy of +/- 6 seconds.
 PA0647
 PA0647.The orthometric height was determined by differential leveling
 PA0647.and adjusted in June 1991.
 PA0647
 PA0647.The geoid height was determined by GEOID03.
 PA0647
 PA0647.The dynamic height is computed by dividing the NAVD 88
 PA0647.geopotential number by the normal gravity value computed on the
 PA0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0647.degrees latitude (g = 980.6199 gals.).
 PA0647
 PA0647.The modeled gravity was interpolated from observed gravity values.
 PA0647
 PA0647;                    North         East    Units  Estimated Accuracy
 PA0647;SPC OR S     -   247,120.    1,626,610.      MT  (+/- 180 meters Scaled)
 PA0647
 PA0647                          SUPERSEDED SURVEY CONTROL
 PA0647
 PA0647.No superseded survey control is available for this station.
 PA0647
 PA0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ453604(NAD 83)
 PA0647_MARKER: DD = SURVEY DISK
 PA0647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0647_SP_SET: CONCRETE POST
 PA0647_STAMPING: 35 119 1929
 PA0647_MARK LOGO: BPR   
 PA0647_PROJECTION: PROJECTING 15 CENTIMETERS
 PA0647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0647+STABILITY: SURFACE MOTION
 PA0647
 PA0647  HISTORY     - Date     Condition        Report By
 PA0647  HISTORY     - 1929     MONUMENTED       BPR
 PA0647  HISTORY     - 1985     GOOD             NGS
 PA0647
 PA0647                          STATION DESCRIPTION
 PA0647
 PA0647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PA0647'18.4 KM (11.45 MI) SOUTH FROM SILVIES.
 PA0647'18.4 KM (11.4 MI) SOUTH ALONG US HIGHWAY 395 FROM THE GENERAL STORE AT
 PA0647'SILVIES, 11.6 METERS (38.2 FT) WEST OF THE HIGHWAY CENTERLINE AND 0.3
 PA0647'METER (1 FT) EAST OF THE FENCE.
 PA0647'THE MARK IS 0.31 METERS  S FROM  A WITNESS POST
 PA0647'THE MARK IS 0.31 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0286 ***********************************************************************
 PA0286  DESIGNATION -  35 128
 PA0286  PID         -  PA0286
 PA0286  STATE/COUNTY-  OR/HARNEY
 PA0286  USGS QUAD   -  TROUT CREEK (1990)
 PA0286
 PA0286                         *CURRENT SURVEY CONTROL
 PA0286  ___________________________________________________________________
 PA0286* NAD 83(1986)-  43 54 44.     (N)    118 55 59.     (W)     SCALED    
 PA0286* NAVD 88     -      1397.80   (+/-2cm)    4585.9    (feet)  VERTCON   
 PA0286  ___________________________________________________________________
 PA0286  GEOID HEIGHT-         -18.23  (meters)                     GEOID03
 PA0286  VERT ORDER  -  ? (See Below)
 PA0286
 PA0286.The horizontal coordinates were scaled from a topographic map and have
 PA0286.an estimated accuracy of +/- 6 seconds.
 PA0286
 PA0286.The NAVD 88 height was computed by applying the VERTCON shift value to
 PA0286.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PA0286.The vertical order pertains to the NGVD 29 superseded value.
 PA0286
 PA0286.The geoid height was determined by GEOID03.
 PA0286
 PA0286;                    North         East    Units  Estimated Accuracy
 PA0286;SPC OR S     -   250,630.    1,625,850.      MT  (+/- 180 meters Scaled)
 PA0286
 PA0286                          SUPERSEDED SURVEY CONTROL
 PA0286
 PA0286  NGVD 29 (??/??/92) 1396.544  (m)         4581.83   (f) ADJ UNCH    ?  
 PA0286
 PA0286.Superseded values are not recommended for survey control.
 PA0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0286.See file dsdata.txt to determine how the superseded data were derived.
 PA0286
 PA0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ447639(NAD 83)
 PA0286_MARKER: DD = SURVEY DISK
 PA0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PA0286_STAMPING: 4583 35 128 1929
 PA0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0286+STABILITY: SURFACE MOTION
 PA0286
 PA0286  HISTORY     - Date     Condition        Report By
 PA0286  HISTORY     - 1929     MONUMENTED       BPR
 PA0286  HISTORY     - 1962     GOOD             NGS
 PA0286  HISTORY     - 1985     MARK NOT FOUND   NGS
 PA0286
 PA0286                          STATION DESCRIPTION
 PA0286
 PA0286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 PA0286'8.3 MI S FROM SILVIES.
 PA0286'REACHED FROM THE GENERAL STORE AT SILVIES GO SOUTH ALONG U.S. HIGHWAY
 PA0286'395 FOR 8.3 MILES, THIS IS ABOUT 26.7 MILES NORTH OF BURNS, 350 FEET
 PA0286'SOUTH OF A ROAD LEADING TO THE WEST, 40 FEET EAST OF THE CENTER LINE
 PA0286'OF THE HIGHWAY AND ABOUT THE SAME ELEVATION, AND 1 FOOT WEST OF A
 PA0286'WITNESS POST.
 PA0286
 PA0286                          STATION RECOVERY (1985)
 PA0286
 PA0286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PA0286'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0276 ***********************************************************************
 PA0276  DESIGNATION -  35 134
 PA0276  PID         -  PA0276
 PA0276  STATE/COUNTY-  OR/GRANT
 PA0276  USGS QUAD   -  TROUT CREEK (1990)
 PA0276
 PA0276                         *CURRENT SURVEY CONTROL
 PA0276  ___________________________________________________________________
 PA0276* NAD 83(1991)-  43 57 37.19116(N)    118 55 54.50227(W)     ADJUSTED  
 PA0276* NAVD 88     -      1387.991  (meters)    4553.77   (feet)  ADJUSTED  
 PA0276  ___________________________________________________________________
 PA0276  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 PA0276  GEOID HEIGHT-         -18.20  (meters)                     GEOID03
 PA0276  DYNAMIC HT  -        1387.331 (meters)    4551.60  (feet)  COMP
 PA0276  MODELED GRAV-     980,094.4   (mgal)                       NAVD 88
 PA0276
 PA0276  HORZ ORDER  -  SECOND
 PA0276  VERT ORDER  -  FIRST     CLASS II
 PA0276
 PA0276.The horizontal coordinates were established by classical geodetic methods
 PA0276.and adjusted by the National Geodetic Survey in October 1991.
 PA0276
 PA0276.The orthometric height was determined by differential leveling
 PA0276.and adjusted in June 1991.
 PA0276
 PA0276.The Laplace correction was computed from DEFLEC99 derived deflections.
 PA0276
 PA0276.The geoid height was determined by GEOID03.
 PA0276
 PA0276.The dynamic height is computed by dividing the NAVD 88
 PA0276.geopotential number by the normal gravity value computed on the
 PA0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0276.degrees latitude (g = 980.6199 gals.).
 PA0276
 PA0276.The modeled gravity was interpolated from observed gravity values.
 PA0276
 PA0276;                    North         East     Units Scale Factor Converg.
 PA0276;SPC OR N     -    33,855.873 2,625,869.161   MT  1.00011470   +1 06 43.7
 PA0276;SPC OR N     -   111,075.70  8,615,056.30   iFT  1.00011470   +1 06 43.7
 PA0276;SPC OR S     -   255,974.352 1,625,854.036   MT  0.99999016   +1 04 22.4
 PA0276;SPC OR S     -   839,810.87  5,334,166.78   iFT  0.99999016   +1 04 22.4
 PA0276;UTM  11      - 4,869,280.926   345,014.887   MT  0.99989544   -1 20 28.5
 PA0276
 PA0276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PA0276!SPC OR N     -   0.99978526  x   1.00011470  =   0.99989993
 PA0276!SPC OR S     -   0.99978526  x   0.99999016  =   0.99977542
 PA0276!UTM  11      -   0.99978526  x   0.99989544  =   0.99968072
 PA0276
 PA0276|---------------------------------------------------------------------|
 PA0276| PID    Reference Object                     Distance      Geod. Az  |
 PA0276|                                                           dddmmss.s |
 PA0276| CD6832 35 134 RM 1                          17.935 METERS 00923     |
 PA0276| CD6774 35 133                                             26953     |
 PA0276| PA0274 35 135 RM 3                                        3593605.1 |
 PA0276|---------------------------------------------------------------------|
 PA0276
 PA0276                          SUPERSEDED SURVEY CONTROL
 PA0276
 PA0276  NAD 83(1986)-  43 57 37.19675(N)    118 55 54.49629(W) AD(       ) 2
 PA0276  NAD 27      -  43 57 37.65200(N)    118 55 50.71000(W) AD(       ) 2
 PA0276  NGVD 29 (??/??/92) 1386.753  (m)         4549.71   (f) ADJ UNCH    1 2
 PA0276
 PA0276.Superseded values are not recommended for survey control.
 PA0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0276.See file dsdata.txt to determine how the superseded data were derived.
 PA0276
 PA0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ4501569281(NAD 83)
 PA0276_MARKER: DD = SURVEY DISK
 PA0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PA0276_STAMPING: 4551 134 35 1929
 PA0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0276+STABILITY: SURFACE MOTION
 PA0276
 PA0276  HISTORY     - Date     Condition        Report By
 PA0276  HISTORY     - 1933     MONUMENTED       BPR
 PA0276  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PA0276  HISTORY     - 1935     GOOD             NGS
 PA0276  HISTORY     - 1957     SEE DESCRIPTION  CGS
 PA0276  HISTORY     - 1962     GOOD             NGS
 PA0276  HISTORY     - 1985     MARK NOT FOUND   NGS
 PA0276
 PA0276                          STATION DESCRIPTION
 PA0276
 PA0276'DESCRIBED BY US BUREAU OF PUBLIC ROADS 1933 (FGJ)
 PA0276'STATION IS A BUREAU OF PUBLIC ROADS BENCH MARK, 12.0 METERS E OF
 PA0276'THE BURNS-JOHN DAY HIGHWAY AT A POINT 40 MILES S OF JOHN DAY AND
 PA0276'9 MILES N OF CROW FLAT RANGER STATION.  IN SEC. 6, T 19 S, R 32
 PA0276'E.  STATION IS PLAINLY VISIBLE FROM THE HIGHWAY.
 PA0276'
 PA0276'STATION AND REFERENCE MARKS NOS.2 AND 3 ARE B.P.R. BENCH MARKS
 PA0276'SET IN CONCRETE.  REFERENCE MARK NO.1 IS A STANDARD BRONZE DISK
 PA0276'SET IN CONCRETE AS DESCRIBED IN NOTE 11A.
 PA0276'
 PA0276'STATION MARK IS BENCH MARK 134-35 ELEVATION 4551 FEET.
 PA0276'
 PA0276'REFERENCE MARK NO.2 IS BENCH MARK 133-35 ELEVATION 4551 FEET.
 PA0276'
 PA0276'REFERENCE MARK NO.3 AZIMUTH MARK IS BENCH MARK 135-35 ELEVATION
 PA0276'4667 FEET 12.0 METERS W OF HIGHWAY.
 PA0276'
 PA0276'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 PA0276
 PA0276                          STATION RECOVERY (1934)
 PA0276
 PA0276'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (LAM)
 PA0276'ABOUT 5.2 MILES S OF SILVIES AND 40 FEET E OF CENTER LINE OF
 PA0276'CANYON CITY-BURNS HIGHWAY (OREGON 395), ON S LINE OF T 18 S, R
 PA0276'32 E, AND E ON THIS LINE FROM HIGHWAY SURVEY STATION 1574 PLUS
 PA0276'94.3.  ACCORDING TO BUREAU OF PUBLIC ROAD SURVEYS, STATION IS
 PA0276'1116.2 FEET WESTERLY ALONG TOWNSHIP LINE FROM S QUARTER-CORNER
 PA0276'OF SECTION 31.  IT IS ON GRANT-HARNEY COUNTY LINE.  STATION IS
 PA0276'BENCH MARK AND ALIGNMENT POINT OF B.P.R. AND IS MARKED BY
 PA0276'B.P.R. STANDARD DISK STAMPED 4551 134 35 1929 SET IN CONCRETE
 PA0276'POST, NOTE 1B.  REFERENCE MARK NO.1 IS U.S.C. AND G.S. DISK
 PA0276'IN CONCRETE POST, NOTE 11A, 17.94 METERS (58.86 FEET)
 PA0276'NORTHERLY IN AZIMUTH 189 DEG 23 MIN 09 SEC.  REFERENCE MARK
 PA0276'NOS.2 AND 3, EACH CONSISTING OF B.P.R. DISK IN CONCRETE POST,
 PA0276'NOTE 11A, ARE RESPECTIVELY, 24.38 METERS (80.0 FEET)
 PA0276'WESTERLY ALONG COUNTY LINE IN AZIMUTH 89 DEG 52 MIN 33 SEC,
 PA0276'AND ABOUT 1 MILE NORTHERLY IN AZIMUTH 179 DEG 36 MIN 07 SEC.
 PA0276'REFERENCE MARK NO.3 IS 40 FEET W OF HIGHWAY CENTER LINE AT S END
 PA0276'OF CURVE, AND IS 5567.2 FEET NORTHERLY FROM REFERENCE MARK
 PA0276'NO.2 IN AZIMUTH 181 DEG 02 MIN, DISTANCE AND AZIMUTH TAKEN
 PA0276'FROM B.P.R. RECORDS.  IT IS STAMPED 4567 135 35 RM 3 1929.
 PA0276'ALL THREE DISKS OF B.P.R. ARE FIRST-ORDER BENCH MARKS OF U.S.C.
 PA0276'AND G.S.  STRAWBERRY MOUNTAIN LOOKOUT HOUSE IS ABOUT 27
 PA0276'MILES DISTANT IN AZIMUTH 203 DEG 45 MIN 14 SEC.
 PA0276'
 PA0276'THIS IS AN IMPORTANT POINT BECAUSE OF VARIOUS SURVEYS TIED TO IT.
 PA0276
 PA0276                          STATION RECOVERY (1935)
 PA0276
 PA0276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 PA0276'5.1 MI S FROM SILVIES.
 PA0276'AT THE HARNEY-GRANT COUNTY LINE, 5.1 MILES SOUTH ALONG THE CANYON
 PA0276'CITY-BURNS HIGHWAY FROM SILVIES, GRANT COUNTY, ON THE SOUTH LINE OF T
 PA0276'18 S - R 32 E, 218 FEET NORTH OF A CULVERT IN A WASH, 40 FEET EAST OF
 PA0276'THE HIGHWAY CENTERLINE, IN THE TOP OF A CONCRETE POST.  A UNITED
 PA0276'STATES BUREAU OF PUBLIC ROADS STANDARD DISK STAMPED 4551 134 35 1929.
 PA0276'NOTE-- THIS MARK WAS USED AS FIRST ORDER TRIANGULATION STATION.
 PA0276
 PA0276                          STATION RECOVERY (1957)
 PA0276
 PA0276'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WJB)
 PA0276'THE STATION WAS RECOVERED AND THE MARKS FOUND IN GOOD CONDITION
 PA0276'AS DESCRIBED.  THE STATION WAS OCCUPIED FOR VERTICLE ANGLES ONLY.
 PA0276'
 PA0276'THE STATION IS LOCATED ABOUT 26 MILES AIRLINE NORTHEAST OF
 PA0276'BURNS, ON THE EAST SIDE OF U.S. HIGHWAY 395, AT THE GRANT-HARNEY
 PA0276'COUNTY LINE.
 PA0276'
 PA0276'TO REACH FROM THE POST OFFICE IN BURNS GO NORTHERLY ON
 PA0276'U.S. HIGHWAY 395 FOR 28.2 MILES TO THE GRANT-HARNEY COUNTY LINE
 PA0276'AND STATION ON THE RIGHT.
 PA0276'
 PA0276'THE MARK IS A U.S. BUREAU OF PUBLIC ROADS DISK SET IN THE TOP
 PA0276'OF A CONCRETE MONUMENT PROJECTING ABOUT 10 INCHES.  IT IS
 PA0276'STAMPED 4551 35-134 1929.
 PA0276
 PA0276                          STATION RECOVERY (1962)
 PA0276
 PA0276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 PA0276'RECOVERED IN GOOD CONDITION.
 PA0276
 PA0276                          STATION RECOVERY (1985)
 PA0276
 PA0276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PA0276'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0274 ***********************************************************************
 PA0274  DESIGNATION -  35 135 RM 3
 PA0274  PID         -  PA0274
 PA0274  STATE/COUNTY-  OR/GRANT
 PA0274  USGS QUAD   -  TROUT CREEK (1990)
 PA0274
 PA0274                         *CURRENT SURVEY CONTROL
 PA0274  ___________________________________________________________________
 PA0274* NAD 83(1986)-  43 58 32.     (N)    118 55 55.     (W)     SCALED    
 PA0274* NAVD 88     -      1392.976  (meters)    4570.12   (feet)  ADJUSTED  
 PA0274  ___________________________________________________________________
 PA0274  GEOID HEIGHT-         -18.18  (meters)                     GEOID03
 PA0274  DYNAMIC HT  -        1392.317 (meters)    4567.96  (feet)  COMP
 PA0274  MODELED GRAV-     980,097.0   (mgal)                       NAVD 88
 PA0274
 PA0274  VERT ORDER  -  FIRST     CLASS II
 PA0274
 PA0274.The horizontal coordinates were scaled from a topographic map and have
 PA0274.an estimated accuracy of +/- 6 seconds.
 PA0274
 PA0274.The orthometric height was determined by differential leveling
 PA0274.and adjusted in June 1991.
 PA0274
 PA0274.The geoid height was determined by GEOID03.
 PA0274
 PA0274.The dynamic height is computed by dividing the NAVD 88
 PA0274.geopotential number by the normal gravity value computed on the
 PA0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0274.degrees latitude (g = 980.6199 gals.).
 PA0274
 PA0274.The modeled gravity was interpolated from observed gravity values.
 PA0274
 PA0274;                    North         East    Units  Estimated Accuracy
 PA0274;SPC OR N     -    35,550.    2,625,830.      MT  (+/- 180 meters Scaled)
 PA0274
 PA0274                          SUPERSEDED SURVEY CONTROL
 PA0274
 PA0274  NGVD 29 (??/??/92) 1391.738  (m)         4566.06   (f) ADJ UNCH    1 2
 PA0274
 PA0274.Superseded values are not recommended for survey control.
 PA0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0274.See file dsdata.txt to determine how the superseded data were derived.
 PA0274
 PA0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ450709(NAD 83)
 PA0274_MARKER: DD = SURVEY DISK
 PA0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0274_SP_SET: CONCRETE POST
 PA0274_STAMPING: 4567 35 135 RM 3 1929
 PA0274_MARK LOGO: BPR   
 PA0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0274+STABILITY: SURFACE MOTION
 PA0274
 PA0274  HISTORY     - Date     Condition        Report By
 PA0274  HISTORY     - 1929     MONUMENTED       BPR
 PA0274  HISTORY     - 1962     GOOD             NGS
 PA0274  HISTORY     - 1985     GOOD             NGS
 PA0274
 PA0274                          STATION DESCRIPTION
 PA0274
 PA0274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 PA0274'4.0 MI S FROM SILVIES.
 PA0274'REACHED FROM THE GENERAL STORE AT SILVIES GO SOUTH ON U.S. HIGHWAY 395
 PA0274'FOR 4.0 MILES, ABOUT 150 YARDS SOUTH OF A WIRE GATE ON THE WEST SIDE
 PA0274'OF THE HIGHWAY, ABOUT 120 FEET NORTH AND ACROSS THE HIGHWAY FROM
 PA0274'HIGHWAY STATION 1630, 40 FEET WEST OF THE CENTER LINE OF THE HIGHWAY
 PA0274'AND 2 FEET LOWER, 25 FEET EAST OF A FENCE, AND 0.5 FOOT SOUTH OF A
 PA0274'METAL WITNESS POST.  NOTE-- THIS MARK IS THE AZIMUTH MARK FOR
 PA0274'TRIANGULATION STATION 134 (U.S.B.P.R.).
 PA0274
 PA0274                          STATION RECOVERY (1985)
 PA0274
 PA0274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PA0274'RECOVERED IN GOOD CONDITION.  EXCEPT ADD 7.8 METERS (25.6 FT) EAST OF
 PA0274'A FENCE.
 PA0274'THE MARK IS 0.61 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0268 ***********************************************************************
 PA0268  DESIGNATION -  35 141
 PA0268  PID         -  PA0268
 PA0268  STATE/COUNTY-  OR/GRANT
 PA0268  USGS QUAD   -  TROUT CREEK (1990)
 PA0268
 PA0268                         *CURRENT SURVEY CONTROL
 PA0268  ___________________________________________________________________
 PA0268* NAD 83(1986)-  43 59 37.     (N)    118 55 24.     (W)     SCALED    
 PA0268* NAVD 88     -      1390.19   (+/-2cm)    4561.0    (feet)  VERTCON   
 PA0268  ___________________________________________________________________
 PA0268  GEOID HEIGHT-         -18.16  (meters)                     GEOID03
 PA0268  VERT ORDER  -  ? (See Below)
 PA0268
 PA0268.The horizontal coordinates were scaled from a topographic map and have
 PA0268.an estimated accuracy of +/- 6 seconds.
 PA0268
 PA0268.The NAVD 88 height was computed by applying the VERTCON shift value to
 PA0268.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PA0268.The vertical order pertains to the NGVD 29 superseded value.
 PA0268
 PA0268.The geoid height was determined by GEOID03.
 PA0268
 PA0268;                    North         East    Units  Estimated Accuracy
 PA0268;SPC OR N     -    37,570.    2,626,480.      MT  (+/- 180 meters Scaled)
 PA0268
 PA0268                          SUPERSEDED SURVEY CONTROL
 PA0268
 PA0268  NGVD 29 (??/??/92) 1388.960  (m)         4556.95   (f) ADJ UNCH    ?  
 PA0268
 PA0268.Superseded values are not recommended for survey control.
 PA0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0268.See file dsdata.txt to determine how the superseded data were derived.
 PA0268
 PA0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ457729(NAD 83)
 PA0268_MARKER: DD = SURVEY DISK
 PA0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PA0268_STAMPING: 35 141 1929
 PA0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0268+STABILITY: SURFACE MOTION
 PA0268
 PA0268  HISTORY     - Date     Condition        Report By
 PA0268  HISTORY     - 1929     MONUMENTED       BPR
 PA0268  HISTORY     - 1962     GOOD             NGS
 PA0268  HISTORY     - 1985     MARK NOT FOUND   NGS
 PA0268
 PA0268                          STATION DESCRIPTION
 PA0268
 PA0268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 PA0268'2.6 MI S FROM SILVIES.
 PA0268'REACHED FROM THE GENERAL STORE AT SILVIES, GO SOUTH ON U.S. HIGHWAY
 PA0268'395 FOR 2.6 MILES, 48 FEET NORTH OF THE CENTER OF FOUR FENCE BRACE
 PA0268'POSTS IN THE WEST RIGHT OF WAY FENCE, 15 FEET WEST OF THE WEST END OF
 PA0268'THREE METAL TUBES UNDER THE HIGHWAY, 40 FEET WEST OF THE CENTER LINE
 PA0268'OF THE HIGHWAY AND 1 FOOT LOWER.  TOP OF THE CONCRETE POST IS
 PA0268'PROJECTING ABOUT 1 FOOT ABOVE GROUND.
 PA0268
 PA0268                          STATION RECOVERY (1985)
 PA0268
 PA0268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PA0268'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0675 ***********************************************************************
 QC0675  DESIGNATION -  35 144
 QC0675  PID         -  QC0675
 QC0675  STATE/COUNTY-  OR/GRANT
 QC0675  USGS QUAD   -  SILVIES (1990)
 QC0675
 QC0675                         *CURRENT SURVEY CONTROL
 QC0675  ___________________________________________________________________
 QC0675* NAD 83(1986)-  44 00 28.     (N)    118 55 23.     (W)     SCALED    
 QC0675* NAVD 88     -      1391.906  (meters)    4566.61   (feet)  ADJUSTED  
 QC0675  ___________________________________________________________________
 QC0675  GEOID HEIGHT-         -18.14  (meters)                     GEOID03
 QC0675  DYNAMIC HT  -        1391.259 (meters)    4564.49  (feet)  COMP
 QC0675  MODELED GRAV-     980,105.1   (mgal)                       NAVD 88
 QC0675
 QC0675  VERT ORDER  -  FIRST     CLASS II
 QC0675
 QC0675.The horizontal coordinates were scaled from a topographic map and have
 QC0675.an estimated accuracy of +/- 6 seconds.
 QC0675
 QC0675.The orthometric height was determined by differential leveling
 QC0675.and adjusted in June 1991.
 QC0675
 QC0675.The geoid height was determined by GEOID03.
 QC0675
 QC0675.The dynamic height is computed by dividing the NAVD 88
 QC0675.geopotential number by the normal gravity value computed on the
 QC0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0675.degrees latitude (g = 980.6199 gals.).
 QC0675
 QC0675.The modeled gravity was interpolated from observed gravity values.
 QC0675
 QC0675;                    North         East    Units  Estimated Accuracy
 QC0675;SPC OR N     -    39,140.    2,626,470.      MT  (+/- 180 meters Scaled)
 QC0675
 QC0675                          SUPERSEDED SURVEY CONTROL
 QC0675
 QC0675  NGVD 29 (??/??/92) 1390.67   (m)         4562.6    (f) COMPUTED    1 2
 QC0675
 QC0675.Superseded values are not recommended for survey control.
 QC0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0675.See file dsdata.txt to determine how the superseded data were derived.
 QC0675
 QC0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ458745(NAD 83)
 QC0675_MARKER: DD = SURVEY DISK
 QC0675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0675_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QC0675_STAMPING: 4564 35 144 1929
 QC0675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0675+STABILITY: SURFACE MOTION
 QC0675
 QC0675  HISTORY     - Date     Condition        Report By
 QC0675  HISTORY     - 1929     MONUMENTED       BPR
 QC0675  HISTORY     - 1962     GOOD             NGS
 QC0675  HISTORY     - 1985     MARK NOT FOUND   NGS
 QC0675
 QC0675                          STATION DESCRIPTION
 QC0675
 QC0675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 QC0675'1.7 MI S FROM SILVIES.
 QC0675'REACHED FROM THE GENERAL STORE AT SILVIES GO SOUTH ON U.S. HIGHWAY 395
 QC0675'FOR 1.7 MILES, THIS IS 0.25 MILES SOUTH OF A T-ROAD TO THE EAST, ABOUT
 QC0675'0.1 MILE NORTH OF A SNOW GUARD FENCE ON THE EAST SIDE OF THE HIGHWAY,
 QC0675'39 FEET EAST OF THE CENTER OF THE HIGHWAY, AND 1 FOOT WEST OF A
 QC0675'WITNESS POST.
 QC0675
 QC0675                          STATION RECOVERY (1985)
 QC0675
 QC0675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QC0675'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0171 ***********************************************************************
 QC0171  DESIGNATION -  35 147
 QC0171  PID         -  QC0171
 QC0171  STATE/COUNTY-  OR/GRANT
 QC0171  USGS QUAD   -  SILVIES (1990)
 QC0171
 QC0171                         *CURRENT SURVEY CONTROL
 QC0171  ___________________________________________________________________
 QC0171* NAD 83(1986)-  44 01 17.     (N)    118 55 50.     (W)     SCALED    
 QC0171* NAVD 88     -      1395.61   (+/-2cm)    4578.8    (feet)  VERTCON   
 QC0171  ___________________________________________________________________
 QC0171  GEOID HEIGHT-         -18.12  (meters)                     GEOID03
 QC0171  VERT ORDER  -  ? (See Below)
 QC0171
 QC0171.The horizontal coordinates were scaled from a topographic map and have
 QC0171.an estimated accuracy of +/- 6 seconds.
 QC0171
 QC0171.The NAVD 88 height was computed by applying the VERTCON shift value to
 QC0171.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QC0171.The vertical order pertains to the NGVD 29 superseded value.
 QC0171
 QC0171.The geoid height was determined by GEOID03.
 QC0171
 QC0171;                    North         East    Units  Estimated Accuracy
 QC0171;SPC OR N     -    40,640.    2,625,840.      MT  (+/- 180 meters Scaled)
 QC0171
 QC0171                          SUPERSEDED SURVEY CONTROL
 QC0171
 QC0171  NGVD 29 (??/??/92) 1394.381  (m)         4574.73   (f) ADJ UNCH    ?  
 QC0171
 QC0171.Superseded values are not recommended for survey control.
 QC0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0171.See file dsdata.txt to determine how the superseded data were derived.
 QC0171
 QC0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ452760(NAD 83)
 QC0171_MARKER: DD = SURVEY DISK
 QC0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QC0171_STAMPING: 35 147 1929
 QC0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0171+STABILITY: SURFACE MOTION
 QC0171
 QC0171  HISTORY     - Date     Condition        Report By
 QC0171  HISTORY     - 1929     MONUMENTED       BPR
 QC0171  HISTORY     - 1962     GOOD             NGS
 QC0171  HISTORY     - 1985     MARK NOT FOUND   NGS
 QC0171
 QC0171                          STATION DESCRIPTION
 QC0171
 QC0171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 QC0171'0.6 MI S FROM SILVIES.
 QC0171'REACHED FROM THE GENERAL STORE AT SILVIES GO SOUTH ON U.S. HIGHWAY 395
 QC0171'FOR 0.6 MILE, THIS IS 0.2 MILE NORTH OF A CROSS ROAD, 130 FEET NORTH
 QC0171'OF A DOUBLE 30-INCH, TUBE CULVERT, 40 FEET WEST OF THE CENTER LINE OF
 QC0171'THE HIGHWAY, AND 1-FOOT NORTH OF A WITNESS POST.
 QC0171
 QC0171                          STATION RECOVERY (1985)
 QC0171
 QC0171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QC0171'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0168 ***********************************************************************
 QC0168  DESIGNATION -  35 149
 QC0168  PID         -  QC0168
 QC0168  STATE/COUNTY-  OR/GRANT
 QC0168  USGS QUAD   -  SILVIES (1990)
 QC0168
 QC0168                         *CURRENT SURVEY CONTROL
 QC0168  ___________________________________________________________________
 QC0168* NAD 83(1986)-  44 01 47.     (N)    118 56 04.     (W)     SCALED    
 QC0168* NAVD 88     -      1399.300  (meters)    4590.87   (feet)  ADJUSTED  
 QC0168  ___________________________________________________________________
 QC0168  GEOID HEIGHT-         -18.11  (meters)                     GEOID03
 QC0168  DYNAMIC HT  -        1398.649 (meters)    4588.73  (feet)  COMP
 QC0168  MODELED GRAV-     980,104.8   (mgal)                       NAVD 88
 QC0168
 QC0168  VERT ORDER  -  FIRST     CLASS II
 QC0168
 QC0168.The horizontal coordinates were scaled from a topographic map and have
 QC0168.an estimated accuracy of +/- 6 seconds.
 QC0168
 QC0168.The orthometric height was determined by differential leveling
 QC0168.and adjusted in June 1991.
 QC0168
 QC0168.The geoid height was determined by GEOID03.
 QC0168
 QC0168.The dynamic height is computed by dividing the NAVD 88
 QC0168.geopotential number by the normal gravity value computed on the
 QC0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0168.degrees latitude (g = 980.6199 gals.).
 QC0168
 QC0168.The modeled gravity was interpolated from observed gravity values.
 QC0168
 QC0168;                    North         East    Units  Estimated Accuracy
 QC0168;SPC OR N     -    41,560.    2,625,510.      MT  (+/- 180 meters Scaled)
 QC0168
 QC0168                          SUPERSEDED SURVEY CONTROL
 QC0168
 QC0168  NGVD 29 (??/??/92) 1398.064  (m)         4586.81   (f) ADJ UNCH    1 2
 QC0168
 QC0168.Superseded values are not recommended for survey control.
 QC0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0168.See file dsdata.txt to determine how the superseded data were derived.
 QC0168
 QC0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ449769(NAD 83)
 QC0168_MARKER: DD = SURVEY DISK
 QC0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QC0168_STAMPING: 149 35 1929
 QC0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0168+STABILITY: SURFACE MOTION
 QC0168
 QC0168  HISTORY     - Date     Condition        Report By
 QC0168  HISTORY     - 1929     MONUMENTED       BPR
 QC0168  HISTORY     - 1935     GOOD             NGS
 QC0168  HISTORY     - 1962     MARK NOT FOUND   NGS
 QC0168  HISTORY     - 1985     MARK NOT FOUND   NGS
 QC0168
 QC0168                          STATION DESCRIPTION
 QC0168
 QC0168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 QC0168'IN SILVIES.
 QC0168'AT SILVIES, GRANT COUNTY, AT THE SOUTHEAST END OF A CURVE, OPPOSITE
 QC0168'THE STORE, 65 FEET NORTHWEST OF THE END OF A CUT, 176 FEET SOUTHEAST
 QC0168'OF A CULVERT, 407 FEET EAST OF THE HIGHWAY CENTERLINE, IN THE TOP OF A
 QC0168'CONCRETE POST.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK
 QC0168'STAMPED 149 35 1929.
 QC0168
 QC0168                          STATION RECOVERY (1962)
 QC0168
 QC0168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 QC0168'MARK NOT FOUND.
 QC0168
 QC0168                          STATION RECOVERY (1985)
 QC0168
 QC0168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QC0168'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0167 ***********************************************************************
 QC0167  DESIGNATION -  35 151
 QC0167  PID         -  QC0167
 QC0167  STATE/COUNTY-  OR/GRANT
 QC0167  USGS QUAD   -  SILVIES (1990)
 QC0167
 QC0167                         *CURRENT SURVEY CONTROL
 QC0167  ___________________________________________________________________
 QC0167* NAD 83(1986)-  44 01 50.     (N)    118 56 05.     (W)     SCALED    
 QC0167* NAVD 88     -      1399.10   (+/-2cm)    4590.2    (feet)  VERTCON   
 QC0167  ___________________________________________________________________
 QC0167  GEOID HEIGHT-         -18.11  (meters)                     GEOID03
 QC0167  VERT ORDER  -  ? (See Below)
 QC0167
 QC0167.The horizontal coordinates were scaled from a topographic map and have
 QC0167.an estimated accuracy of +/- 6 seconds.
 QC0167
 QC0167.The NAVD 88 height was computed by applying the VERTCON shift value to
 QC0167.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QC0167.The vertical order pertains to the NGVD 29 superseded value.
 QC0167
 QC0167.The geoid height was determined by GEOID03.
 QC0167
 QC0167;                    North         East    Units  Estimated Accuracy
 QC0167;SPC OR N     -    41,650.    2,625,480.      MT  (+/- 180 meters Scaled)
 QC0167
 QC0167                          SUPERSEDED SURVEY CONTROL
 QC0167
 QC0167  NGVD 29 (??/??/92) 1397.869  (m)         4586.18   (f) ADJ UNCH    ?  
 QC0167
 QC0167.Superseded values are not recommended for survey control.
 QC0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0167.See file dsdata.txt to determine how the superseded data were derived.
 QC0167
 QC0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ449770(NAD 83)
 QC0167_MARKER: DD = SURVEY DISK
 QC0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QC0167_STAMPING: 4588 35 151 1929
 QC0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0167+STABILITY: SURFACE MOTION
 QC0167
 QC0167  HISTORY     - Date     Condition        Report By
 QC0167  HISTORY     - 1929     MONUMENTED       BPR
 QC0167  HISTORY     - 1962     MARK NOT FOUND   NGS
 QC0167  HISTORY     - 1985     MARK NOT FOUND   NGS
 QC0167
 QC0167                          STATION DESCRIPTION
 QC0167
 QC0167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 QC0167'0.1 MI N FROM SILVIES.
 QC0167'0.1 MILE NORTH ALONG THE CANYON CITY-BURNS HIGHWAY FROM SILVIES, 103
 QC0167'FEET NORTH OF THE JUNCTION OF A ROAD LEADING WEST, 40 FEET WEST OF THE
 QC0167'CENTER LINE OF THE HIGHWAY, 63 FEET SOUTH OF AN ANGLE IN THE FENCE
 QC0167'LINE, AND 10 FEET NORTH OF THE LOWEST POINT OF A CUT BANK.
 QC0167
 QC0167                          STATION RECOVERY (1985)
 QC0167
 QC0167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QC0167'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0164 ***********************************************************************
 QC0164  DESIGNATION -  35 154
 QC0164  PID         -  QC0164
 QC0164  STATE/COUNTY-  OR/GRANT
 QC0164  USGS QUAD   -  SILVIES (1990)
 QC0164
 QC0164                         *CURRENT SURVEY CONTROL
 QC0164  ___________________________________________________________________
 QC0164* NAD 83(1986)-  44 02 04.     (N)    118 56 10.     (W)     SCALED    
 QC0164* NAVD 88     -      1397.44   (+/-2cm)    4584.8    (feet)  VERTCON   
 QC0164  ___________________________________________________________________
 QC0164  GEOID HEIGHT-         -18.11  (meters)                     GEOID03
 QC0164  VERT ORDER  -  ? (See Below)
 QC0164
 QC0164.The horizontal coordinates were scaled from a topographic map and have
 QC0164.an estimated accuracy of +/- 6 seconds.
 QC0164
 QC0164.The NAVD 88 height was computed by applying the VERTCON shift value to
 QC0164.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QC0164.The vertical order pertains to the NGVD 29 superseded value.
 QC0164
 QC0164.The geoid height was determined by GEOID03.
 QC0164
 QC0164;                    North         East    Units  Estimated Accuracy
 QC0164;SPC OR N     -    42,080.    2,625,360.      MT  (+/- 180 meters Scaled)
 QC0164
 QC0164                          SUPERSEDED SURVEY CONTROL
 QC0164
 QC0164  NGVD 29 (??/??/92) 1396.210  (m)         4580.73   (f) ADJ UNCH    ?  
 QC0164
 QC0164.Superseded values are not recommended for survey control.
 QC0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0164.See file dsdata.txt to determine how the superseded data were derived.
 QC0164
 QC0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ448775(NAD 83)
 QC0164_MARKER: DD = SURVEY DISK
 QC0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QC0164_STAMPING: 35 154 1929
 QC0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0164+STABILITY: SURFACE MOTION
 QC0164
 QC0164  HISTORY     - Date     Condition        Report By
 QC0164  HISTORY     - 1929     MONUMENTED       BPR
 QC0164  HISTORY     - 1962     GOOD             NGS
 QC0164  HISTORY     - 1985     MARK NOT FOUND   NGS
 QC0164
 QC0164                          STATION DESCRIPTION
 QC0164
 QC0164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 QC0164'0.2 MI N FROM SILVIES.
 QC0164'FROM THE STORE AT SILVIES GO NORTH ON U.S. HIGHWAY 395 FOR ABOUT 0.2
 QC0164'MILE, 40 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 160 FEET
 QC0164'SOUTH AND ACROSS THE HIGHWAY FROM A GATE GOING INTO A FIELD, AND ABOUT
 QC0164'1 FOOT SOUTH OF A WITNESS POST.  TOP OF THE CONCRETE POST IS
 QC0164'PROJECTING ABOUT 8-INCHES ABOVE GROUND AND ABOUT 1-FOOT BELOW THE
 QC0164'CENTER LINE OF THE HIGHWAY.
 QC0164
 QC0164                          STATION RECOVERY (1985)
 QC0164
 QC0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QC0164'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0796 ***********************************************************************
 QC0796  DESIGNATION -  35 191
 QC0796  PID         -  QC0796
 QC0796  STATE/COUNTY-  OR/GRANT
 QC0796  USGS QUAD   -  SILVIES (1990)
 QC0796
 QC0796                         *CURRENT SURVEY CONTROL
 QC0796  ___________________________________________________________________
 QC0796* NAD 83(1986)-  44 06 52.     (N)    118 57 26.     (W)     SCALED    
 QC0796* NAVD 88     -      1418.221  (meters)    4652.95   (feet)  ADJUSTED  
 QC0796  ___________________________________________________________________
 QC0796  GEOID HEIGHT-         -18.09  (meters)                     GEOID03
 QC0796  DYNAMIC HT  -        1417.558 (meters)    4650.77  (feet)  COMP
 QC0796  MODELED GRAV-     980,101.4   (mgal)                       NAVD 88
 QC0796
 QC0796  VERT ORDER  -  FIRST     CLASS II
 QC0796
 QC0796.The horizontal coordinates were scaled from a topographic map and have
 QC0796.an estimated accuracy of +/- 6 seconds.
 QC0796
 QC0796.The orthometric height was determined by differential leveling
 QC0796.and adjusted in June 1991.
 QC0796
 QC0796.The geoid height was determined by GEOID03.
 QC0796
 QC0796.The dynamic height is computed by dividing the NAVD 88
 QC0796.geopotential number by the normal gravity value computed on the
 QC0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0796.degrees latitude (g = 980.6199 gals.).
 QC0796
 QC0796.The modeled gravity was interpolated from observed gravity values.
 QC0796
 QC0796;                    North         East    Units  Estimated Accuracy
 QC0796;SPC OR N     -    50,940.    2,623,500.      MT  (+/- 180 meters Scaled)
 QC0796
 QC0796                          SUPERSEDED SURVEY CONTROL
 QC0796
 QC0796.No superseded survey control is available for this station.
 QC0796
 QC0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ433864(NAD 83)
 QC0796_MARKER: DD = SURVEY DISK
 QC0796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0796_SP_SET: CONCRETE POST
 QC0796_STAMPING: 35 191 4649 32
 QC0796_MARK LOGO: BPR   
 QC0796_PROJECTION: PROJECTING 25 CENTIMETERS
 QC0796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0796+STABILITY: SURFACE MOTION
 QC0796
 QC0796  HISTORY     - Date     Condition        Report By
 QC0796  HISTORY     - 1932     MONUMENTED       BPR
 QC0796  HISTORY     - 1985     GOOD             NGS
 QC0796
 QC0796                          STATION DESCRIPTION
 QC0796
 QC0796'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QC0796'3.3 KM (2.05 MI) SOUTH FROM SENECA.
 QC0796'3.3 KM (2.05 MI) SOUTH ALONG US HIGHWAY 395 FROM THE POST OFFICE AT
 QC0796'SENECA, 11.9 METERS (39 FT) WEST OF THE HIGHWAY CENTERLINE AND 1.5
 QC0796'METERS (5 FT) WEST OF A FENCE.
 QC0796'THE MARK IS 1.5 METERS  W FROM  A WITNESS POST
 QC0796'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3692 ***********************************************************************
 RD3692  DESIGNATION -  35 2
 RD3692  PID         -  RD3692
 RD3692  STATE/COUNTY-  OR/MULTNOMAH
 RD3692  USGS QUAD   -  LINNTON (1990)
 RD3692
 RD3692                         *CURRENT SURVEY CONTROL
 RD3692  ___________________________________________________________________
 RD3692* NAD 83(1991)-  45 35 04.64908(N)    122 45 38.31773(W)     ADJUSTED  
 RD3692* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 RD3692  ___________________________________________________________________
 RD3692  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 RD3692  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 RD3692  HORZ ORDER  -  THIRD
 RD3692
 RD3692.The horizontal coordinates were established by classical geodetic methods
 RD3692.and adjusted by the National Geodetic Survey in October 1991.
 RD3692
 RD3692.The orthometric height was scaled from a topographic map.
 RD3692
 RD3692.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3692
 RD3692.The geoid height was determined by GEOID03.
 RD3692
 RD3692;                    North         East     Units Scale Factor Converg.
 RD3692;SPC OR N     -   215,596.853 2,323,614.307   MT  0.99992090   -1 36 11.6
 RD3692;SPC OR N     -   707,338.76  7,623,406.52   iFT  0.99992090   -1 36 11.6
 RD3692;SPC WA S     -    30,459.861   323,589.907   MT  1.00006563   -1 38 31.6
 RD3692;SPC WA S     -    99,933.73  1,061,644.55   sFT  1.00006563   -1 38 31.6
 RD3692;UTM  10      - 5,047,925.996   518,672.098   MT  0.99960429   +0 10 15.5
 RD3692
 RD3692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3692!SPC OR N     -   1.00000310  x   0.99992090  =   0.99992400
 RD3692!SPC WA S     -   1.00000310  x   1.00006563  =   1.00006873
 RD3692!UTM  10      -   1.00000310  x   0.99960429  =   0.99960739
 RD3692
 RD3692:                Primary Azimuth Mark                     Grid Az
 RD3692:SPC OR N     -  STAR                                     121 24 58.7
 RD3692:SPC WA S     -  STAR                                     121 27 18.7
 RD3692:UTM  10      -  STAR                                     119 38 31.6
 RD3692
 RD3692|---------------------------------------------------------------------|
 RD3692| PID    Reference Object                     Distance      Geod. Az  |
 RD3692|                                                           dddmmss.s |
 RD3692| RD3610 STAR                                453.652 METERS 1194847.1 |
 RD3692| RD3710 34                                  424.048 METERS 2035453.6 |
 RD3692|---------------------------------------------------------------------|
 RD3692
 RD3692                          SUPERSEDED SURVEY CONTROL
 RD3692
 RD3692  NAD 83(1986)-  45 35 04.66844(N)    122 45 38.32058(W) AD(       ) 3
 RD3692  NAD 27      -  45 35 05.24500(N)    122 45 33.96000(W) AD(       ) 3
 RD3692
 RD3692.Superseded values are not recommended for survey control.
 RD3692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3692.See file dsdata.txt to determine how the superseded data were derived.
 RD3692
 RD3692_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1867247926(NAD 83)
 RD3692
 RD3692  HISTORY     - Date     Condition        Report By
 RD3692  HISTORY     - 1913     MONUMENTED       USE
 RD3692  HISTORY     - 1960     SEE DESCRIPTION  CGS
 RD3692  HISTORY     - 19941031 MARK NOT FOUND   USPSQD
 RD3692
 RD3692                          STATION DESCRIPTION
 RD3692
 RD3692'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 RD3692'STATION DESTROYED.  THERE WAS NO PREVIOUS DESCRIPTION OF THE
 RD3692'STATION.  THE STATION WAS PLOTTED FROM THE PUBLISHED COORDINATES
 RD3692'ON A 1--9600 PLANIMETRIC MAP.  THE PLOTTED POSITION FELL NEAR
 RD3692'THE SHORE OF THE WILLAMETTE RIVER, ON THE PROPERTY OF THE
 RD3692'PORTLAND MANUFACTURING COMPANY.  A SEARCH OF THE AREA REVEALED
 RD3692'NO EVIDENCE OF THE STATION OR OF ANY UNDISTURBED GROUND.  A
 RD3692'REPRESENTATIVE OF THE PORTLAND MANUFACTURING COMPANY STATED
 RD3692'THAT ALL OF THEIR PROPERTY ALONG THE SHORELINE, FOR 200 FT.
 RD3692'INSHORE FROM THE WATERLINE, HAD BEEN LEVELED AND FILLED
 RD3692'SEVERAL TIMES SINCE 1913.
 RD3692
 RD3692                          STATION RECOVERY (1994)
 RD3692
 RD3692'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD3692'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0148 ***********************************************************************
 QC0148  DESIGNATION -  35 204=Y 70
 QC0148  PID         -  QC0148
 QC0148  STATE/COUNTY-  OR/GRANT
 QC0148  USGS QUAD   -  SENECA (1990)
 QC0148
 QC0148                         *CURRENT SURVEY CONTROL
 QC0148  ___________________________________________________________________
 QC0148* NAD 83(1986)-  44 08 33.     (N)    118 58 19.     (W)     SCALED    
 QC0148* NAVD 88     -      1424.612  (meters)    4673.91   (feet)  ADJUSTED  
 QC0148  ___________________________________________________________________
 QC0148  GEOID HEIGHT-         -18.11  (meters)                     GEOID03
 QC0148  DYNAMIC HT  -        1423.949 (meters)    4671.74  (feet)  COMP
 QC0148  MODELED GRAV-     980,102.9   (mgal)                       NAVD 88
 QC0148
 QC0148  VERT ORDER  -  FIRST     CLASS II
 QC0148
 QC0148.The horizontal coordinates were scaled from a topographic map and have
 QC0148.an estimated accuracy of +/- 6 seconds.
 QC0148
 QC0148.The orthometric height was determined by differential leveling
 QC0148.and adjusted in June 1991.
 QC0148
 QC0148.The geoid height was determined by GEOID03.
 QC0148
 QC0148.The dynamic height is computed by dividing the NAVD 88
 QC0148.geopotential number by the normal gravity value computed on the
 QC0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0148.degrees latitude (g = 980.6199 gals.).
 QC0148
 QC0148.The modeled gravity was interpolated from observed gravity values.
 QC0148
 QC0148;                    North         East    Units  Estimated Accuracy
 QC0148;SPC OR N     -    54,030.    2,622,270.      MT  (+/- 180 meters Scaled)
 QC0148
 QC0148                          SUPERSEDED SURVEY CONTROL
 QC0148
 QC0148.No superseded survey control is available for this station.
 QC0148
 QC0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ422895(NAD 83)
 QC0148_MARKER: DD = SURVEY DISK
 QC0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0148_SP_SET: CONCRETE POST
 QC0148_STAMPING: 35 204 Y 70 1931
 QC0148_MARK LOGO: BPR   
 QC0148_PROJECTION: PROJECTING 7 CENTIMETERS
 QC0148_MAGNETIC: N = NO MAGNETIC MATERIAL
 QC0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0148+STABILITY: SURFACE MOTION
 QC0148_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QC0148+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2005
 QC0148
 QC0148  HISTORY     - Date     Condition        Report By
 QC0148  HISTORY     - 1931     MONUMENTED       BPR
 QC0148  HISTORY     - 1962     GOOD             NGS
 QC0148  HISTORY     - 1985     GOOD             NGS
 QC0148  HISTORY     - 20050411 GOOD             NGS
 QC0148
 QC0148                          STATION DESCRIPTION
 QC0148
 QC0148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 QC0148'0.5 MI N FROM SENECA.
 QC0148'FROM THE POST OFFICE AT SENECA GO NORTH ON U.S. HIGHWAY 395 FOR 0.5
 QC0148'MILE, ABOUT 500-FEET NORTH OF THE RAILROAD CROSSING, 3-FEET NORTHEAST
 QC0148'OF THE FOURTH TELEPHONE LINE POLE NORTH OF THE RAILROAD CROSSING, 40
 QC0148'FEET EAST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT THE SAME
 QC0148'ELEVATION.  NEAR THE EAST RIGHT OF WAY FENCE, AND 1 FOOT SOUTH OF A
 QC0148'METAL WITNESS POST.
 QC0148
 QC0148                          STATION RECOVERY (1985)
 QC0148
 QC0148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QC0148'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.88 KM
 QC0148'(0.55 MI) NORTH ALONG US HIGHWAY 395 FROM THE POST OFFICE AT SENECA,
 QC0148'12.2 METERS (40 FT) EAST OF THE HIGHWAY CENTERLINE AND ABOUT 489 FEET
 QC0148'NORTH OF A RAILROAD CROSSING.
 QC0148'THE MARK IS 0.15 METERS  SE FROM  A WITNESS POST
 QC0148'THE MARK IS 0.61 M BELOW THE HIGHWAY.
 QC0148
 QC0148                          STATION RECOVERY (2005)
 QC0148
 QC0148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (JMW)
 QC0148'0.9 KM NORTHERLY ALONG U.S. HIGHWAY 395 FROM THE POST OFFICE IN
 QC0148'SENECA, 12.2 M EAST OF THE  HIGHWAY CENTERLINE, 1.0 M NORTH OF UTILITY
 QC0148'BRACE POLE NUMBER 216351955 WITH A GUY CABLE,  0.6 M BELOW THE LEVEL
 QC0148'OF THE HIGHWAY, 0.3 M EAST OF A FENCE, 0.2 M SOUTHEAST OF A WITNESS
 QC0148'POST, AND THE MONUMENT PROJECTS 0.3 M ABOVE THE GROUND SURFACE.
 QC0148'NOTE--THE MARK IS ON  THE HIGHWAY RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0800 ***********************************************************************
 QC0800  DESIGNATION -  35 213
 QC0800  PID         -  QC0800
 QC0800  STATE/COUNTY-  OR/GRANT
 QC0800  USGS QUAD   -  SCOTTY CREEK (1990)
 QC0800
 QC0800                         *CURRENT SURVEY CONTROL
 QC0800  ___________________________________________________________________
 QC0800* NAD 83(1986)-  44 12 13.     (N)    119 01 10.     (W)     SCALED    
 QC0800* NAVD 88     -      1446.304  (meters)    4745.08   (feet)  ADJUSTED  
 QC0800  ___________________________________________________________________
 QC0800  GEOID HEIGHT-         -18.14  (meters)                     GEOID03
 QC0800  DYNAMIC HT  -        1445.630 (meters)    4742.87  (feet)  COMP
 QC0800  MODELED GRAV-     980,101.5   (mgal)                       NAVD 88
 QC0800
 QC0800  VERT ORDER  -  FIRST     CLASS II
 QC0800
 QC0800.The horizontal coordinates were scaled from a topographic map and have
 QC0800.an estimated accuracy of +/- 6 seconds.
 QC0800
 QC0800.The orthometric height was determined by differential leveling
 QC0800.and adjusted in June 1991.
 QC0800
 QC0800.The geoid height was determined by GEOID03.
 QC0800
 QC0800.The dynamic height is computed by dividing the NAVD 88
 QC0800.geopotential number by the normal gravity value computed on the
 QC0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0800.degrees latitude (g = 980.6199 gals.).
 QC0800
 QC0800.The modeled gravity was interpolated from observed gravity values.
 QC0800
 QC0800;                    North         East    Units  Estimated Accuracy
 QC0800;SPC OR N     -    60,750.    2,618,340.      MT  (+/- 180 meters Scaled)
 QC0800
 QC0800                          SUPERSEDED SURVEY CONTROL
 QC0800
 QC0800.No superseded survey control is available for this station.
 QC0800
 QC0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ386964(NAD 83)
 QC0800_MARKER: DD = SURVEY DISK
 QC0800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0800_SP_SET: CONCRETE POST
 QC0800_STAMPING: 35 213 39
 QC0800_MARK LOGO: BPR   
 QC0800_PROJECTION: PROJECTING 13 CENTIMETERS
 QC0800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0800+STABILITY: SURFACE MOTION
 QC0800
 QC0800  HISTORY     - Date     Condition        Report By
 QC0800  HISTORY     - UNK      MONUMENTED       BPR
 QC0800  HISTORY     - 1985     GOOD             NGS
 QC0800
 QC0800                          STATION DESCRIPTION
 QC0800
 QC0800'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QC0800'9.1 KM (5.65 MI) NORTH FROM SENECA.
 QC0800'9.1 KM (5.65 MI) NORTH ALONG US HIGHWAY 395 FROM THE POST OFFICE AT
 QC0800'SENECA, 15.0 METERS (49.2 FT) EAST OF THE HIGHWAY CENTERLINE, 0.61
 QC0800'METER (2 FT) WEST OF A FENCE, 0.31 METER (1 FT) WEST OF A 4 BY 4
 QC0800'WOODEN POST.
 QC0800'THE MARK IS 0.61 METERS  W FROM  A WITNESS POST
 QC0800'THE MARK IS 0.91 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0338 ***********************************************************************
 PA0338  DESIGNATION -  35 23
 PA0338  PID         -  PA0338
 PA0338  STATE/COUNTY-  OR/HARNEY
 PA0338  USGS QUAD   -  DEVINE RIDGE SOUTH (1990)
 PA0338
 PA0338                         *CURRENT SURVEY CONTROL
 PA0338  ___________________________________________________________________
 PA0338* NAD 83(1986)-  43 39 13.     (N)    118 59 59.     (W)     SCALED    
 PA0338* NAVD 88     -      1280.425  (meters)    4200.86   (feet)  ADJUSTED  
 PA0338  ___________________________________________________________________
 PA0338  GEOID HEIGHT-         -18.85  (meters)                     GEOID03
 PA0338  DYNAMIC HT  -        1279.815 (meters)    4198.86  (feet)  COMP
 PA0338  MODELED GRAV-     980,098.1   (mgal)                       NAVD 88
 PA0338
 PA0338  VERT ORDER  -  FIRST     CLASS II
 PA0338
 PA0338.The horizontal coordinates were scaled from a topographic map and have
 PA0338.an estimated accuracy of +/- 6 seconds.
 PA0338
 PA0338.The orthometric height was determined by differential leveling
 PA0338.and adjusted in June 1991.
 PA0338
 PA0338.The geoid height was determined by GEOID03.
 PA0338
 PA0338.The dynamic height is computed by dividing the NAVD 88
 PA0338.geopotential number by the normal gravity value computed on the
 PA0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0338.degrees latitude (g = 980.6199 gals.).
 PA0338
 PA0338.The modeled gravity was interpolated from observed gravity values.
 PA0338
 PA0338;                    North         East    Units  Estimated Accuracy
 PA0338;SPC OR S     -   221,800.    1,621,020.      MT  (+/- 180 meters Scaled)
 PA0338
 PA0338                          SUPERSEDED SURVEY CONTROL
 PA0338
 PA0338  NGVD 29 (??/??/92) 1279.233  (m)         4196.95   (f) ADJ UNCH    1 2
 PA0338
 PA0338.Superseded values are not recommended for survey control.
 PA0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0338.See file dsdata.txt to determine how the superseded data were derived.
 PA0338
 PA0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ387353(NAD 83)
 PA0338_MARKER: DD = SURVEY DISK
 PA0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PA0338_STAMPING: 35 23 1929
 PA0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0338+STABILITY: SURFACE MOTION
 PA0338
 PA0338  HISTORY     - Date     Condition        Report By
 PA0338  HISTORY     - 1929     MONUMENTED       BPR
 PA0338  HISTORY     - 1962     GOOD             NGS
 PA0338  HISTORY     - 1985     MARK NOT FOUND   NGS
 PA0338
 PA0338                          STATION DESCRIPTION
 PA0338
 PA0338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 PA0338'5.6 MI N FROM BURNS.
 PA0338'REACHED FROM THE POST OFFICE AT BURNS GO NORTHEAST AND NORTH ON U.S.
 PA0338'HIGHWAY 395 FOR 5.6 MILES TO ABOUT THE MIDDLE OF A LONG TANGENT, ABOUT
 PA0338'130 YARDS NORTH AND ACROSS THE HIGHWAY FROM THE SOUTH END OF A NEW
 PA0338'FENCE CONSTRUCTED WITH STEEL POSTS, 40 FEET WEST OF THE CENTER LINE OF
 PA0338'THE HIGHWAY AND 1 FOOT LOWER, AND 8 FEET EAST OF THE WEST RIGHT OF WAY
 PA0338'FENCE.  THIS BENCH MARK IS ACROSS THE HIGHWAY, 70 FEET WEST OF BENCH
 PA0338'MARK 24 (U.S.B.P.R.).
 PA0338
 PA0338                          STATION RECOVERY (1985)
 PA0338
 PA0338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PA0338'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0339 ***********************************************************************
 PA0339  DESIGNATION -  35 24
 PA0339  PID         -  PA0339
 PA0339  STATE/COUNTY-  OR/HARNEY
 PA0339  USGS QUAD   -  DEVINE RIDGE SOUTH (1990)
 PA0339
 PA0339                         *CURRENT SURVEY CONTROL
 PA0339  ___________________________________________________________________
 PA0339* NAD 83(1986)-  43 39 13.     (N)    118 59 57.     (W)     SCALED    
 PA0339* NAVD 88     -      1280.48   (+/-2cm)    4201.0    (feet)  VERTCON   
 PA0339  ___________________________________________________________________
 PA0339  GEOID HEIGHT-         -18.85  (meters)                     GEOID03
 PA0339  VERT ORDER  -  ? (See Below)
 PA0339
 PA0339.The horizontal coordinates were scaled from a topographic map and have
 PA0339.an estimated accuracy of +/- 6 seconds.
 PA0339
 PA0339.The NAVD 88 height was computed by applying the VERTCON shift value to
 PA0339.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PA0339.The vertical order pertains to the NGVD 29 superseded value.
 PA0339
 PA0339.The geoid height was determined by GEOID03.
 PA0339
 PA0339;                    North         East    Units  Estimated Accuracy
 PA0339;SPC OR S     -   221,800.    1,621,060.      MT  (+/- 180 meters Scaled)
 PA0339
 PA0339                          SUPERSEDED SURVEY CONTROL
 PA0339
 PA0339  NGVD 29 (??/??/92) 1279.298  (m)         4197.16   (f) ADJ UNCH    ?  
 PA0339
 PA0339.Superseded values are not recommended for survey control.
 PA0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0339.See file dsdata.txt to determine how the superseded data were derived.
 PA0339
 PA0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ387353(NAD 83)
 PA0339_MARKER: DD = SURVEY DISK
 PA0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PA0339_STAMPING: 35 24 1929
 PA0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0339+STABILITY: SURFACE MOTION
 PA0339
 PA0339  HISTORY     - Date     Condition        Report By
 PA0339  HISTORY     - 1929     MONUMENTED       BPR
 PA0339  HISTORY     - 1962     GOOD             NGS
 PA0339  HISTORY     - 1985     MARK NOT FOUND   NGS
 PA0339
 PA0339                          STATION DESCRIPTION
 PA0339
 PA0339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 PA0339'5.6 MI N FROM BURNS.
 PA0339'REACHED FROM THE POST OFFICE AT BURNS GO NORTHEAST AND NORTH ON U.S.
 PA0339'HIGHWAY 395 FOR 5.6 MILES TO ABOUT THE MIDDLE OF A LONG TANGENT, ABOUT
 PA0339'130 YARDS NORTH OF THE SOUTH END OF A NEW FENCE CONSTRUCTED WITH STEEL
 PA0339'POST, 21 FEET WEST OF THE WEST RAIL OF THE OREGON AND NORTHWESTERN
 PA0339'RAILROAD AND 3 FEET LOWER, 5 FEET EAST OF THE EAST RIGHT OF WAY FENCE,
 PA0339'30 FEET EAST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 2 FEET LOWER,
 PA0339'AND 1 FOOT SOUTH OF A NEW METAL WITNESS POST. THIS BENCH MARK IS
 PA0339'ACROSS THE HIGHWAY, 70 FEET EAST OF BENCH MARK 23 (U.S.B.P.R.).
 PA0339
 PA0339                          STATION RECOVERY (1985)
 PA0339
 PA0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PA0339'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0337 ***********************************************************************
 PA0337  DESIGNATION -  35 25
 PA0337  PID         -  PA0337
 PA0337  STATE/COUNTY-  OR/HARNEY
 PA0337  USGS QUAD   -  DEVINE RIDGE SOUTH (1990)
 PA0337
 PA0337                         *CURRENT SURVEY CONTROL
 PA0337  ___________________________________________________________________
 PA0337* NAD 83(1986)-  43 39 34.     (N)    118 59 55.     (W)     SCALED    
 PA0337* NAVD 88     -      1283.290  (meters)    4210.26   (feet)  ADJUSTED  
 PA0337  ___________________________________________________________________
 PA0337  GEOID HEIGHT-         -18.83  (meters)                     GEOID03
 PA0337  DYNAMIC HT  -        1282.679 (meters)    4208.26  (feet)  COMP
 PA0337  MODELED GRAV-     980,098.5   (mgal)                       NAVD 88
 PA0337
 PA0337  VERT ORDER  -  FIRST     CLASS II
 PA0337
 PA0337.The horizontal coordinates were scaled from a topographic map and have
 PA0337.an estimated accuracy of +/- 6 seconds.
 PA0337
 PA0337.The orthometric height was determined by differential leveling
 PA0337.and adjusted in June 1991.
 PA0337
 PA0337.The geoid height was determined by GEOID03.
 PA0337
 PA0337.The dynamic height is computed by dividing the NAVD 88
 PA0337.geopotential number by the normal gravity value computed on the
 PA0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0337.degrees latitude (g = 980.6199 gals.).
 PA0337
 PA0337.The modeled gravity was interpolated from observed gravity values.
 PA0337
 PA0337;                    North         East    Units  Estimated Accuracy
 PA0337;SPC OR S     -   222,450.    1,621,090.      MT  (+/- 180 meters Scaled)
 PA0337
 PA0337                          SUPERSEDED SURVEY CONTROL
 PA0337
 PA0337  NGVD 29 (??/??/92) 1282.099  (m)         4206.35   (f) ADJ UNCH    1 2
 PA0337
 PA0337.Superseded values are not recommended for survey control.
 PA0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0337.See file dsdata.txt to determine how the superseded data were derived.
 PA0337
 PA0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ388359(NAD 83)
 PA0337_MARKER: DD = SURVEY DISK
 PA0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PA0337_STAMPING: 4207 35 25 1929
 PA0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0337+STABILITY: SURFACE MOTION
 PA0337
 PA0337  HISTORY     - Date     Condition        Report By
 PA0337  HISTORY     - 1929     MONUMENTED       BPR
 PA0337  HISTORY     - 1962     MARK NOT FOUND   NGS
 PA0337  HISTORY     - 1985     MARK NOT FOUND   NGS
 PA0337
 PA0337                          STATION DESCRIPTION
 PA0337
 PA0337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 PA0337'6.0 MI N FROM BURNS.
 PA0337'6.0 MILES NORTH ALONG THE CANYON CITY-BURNS HIGHWAY NORTH OF BURNS, AT
 PA0337'THE SOUTH END OF A SHARP CURVE AROUND A ROCK BLUFF, OPPOSITE A RANCH
 PA0337'HOUSE, 15 FEET SOUTH OF THE ENTRANCE TO A STONE CELLAR, 40 FEET WEST
 PA0337'OF THE CENTERLINE OF THE HIGHWAY, 17 FEET NORTH OF A PIPE CULVERT, AND
 PA0337'13 FEET OUTSIDE THE FENCE.
 PA0337
 PA0337                          STATION RECOVERY (1985)
 PA0337
 PA0337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PA0337'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0627 ***********************************************************************
 PA0627  DESIGNATION -  35 29
 PA0627  PID         -  PA0627
 PA0627  STATE/COUNTY-  OR/HARNEY
 PA0627  USGS QUAD   -  DEVINE RIDGE SOUTH (1990)
 PA0627
 PA0627                         *CURRENT SURVEY CONTROL
 PA0627  ___________________________________________________________________
 PA0627* NAD 83(1986)-  43 40 15.     (N)    118 59 59.     (W)     SCALED    
 PA0627* NAVD 88     -      1289.840  (meters)    4231.75   (feet)  ADJUSTED  
 PA0627  ___________________________________________________________________
 PA0627  GEOID HEIGHT-         -18.78  (meters)                     GEOID03
 PA0627  DYNAMIC HT  -        1289.227 (meters)    4229.74  (feet)  COMP
 PA0627  MODELED GRAV-     980,099.8   (mgal)                       NAVD 88
 PA0627
 PA0627  VERT ORDER  -  FIRST     CLASS II
 PA0627
 PA0627.The horizontal coordinates were scaled from a topographic map and have
 PA0627.an estimated accuracy of +/- 6 seconds.
 PA0627
 PA0627.The orthometric height was determined by differential leveling
 PA0627.and adjusted in June 1991.
 PA0627
 PA0627.The geoid height was determined by GEOID03.
 PA0627
 PA0627.The dynamic height is computed by dividing the NAVD 88
 PA0627.geopotential number by the normal gravity value computed on the
 PA0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0627.degrees latitude (g = 980.6199 gals.).
 PA0627
 PA0627.The modeled gravity was interpolated from observed gravity values.
 PA0627
 PA0627;                    North         East    Units  Estimated Accuracy
 PA0627;SPC OR S     -   223,720.    1,620,980.      MT  (+/- 180 meters Scaled)
 PA0627
 PA0627                          SUPERSEDED SURVEY CONTROL
 PA0627
 PA0627.No superseded survey control is available for this station.
 PA0627
 PA0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ387372(NAD 83)
 PA0627_MARKER: DB = BENCH MARK DISK
 PA0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0627_SP_SET: CONCRETE POST
 PA0627_STAMPING: 35 29 1929
 PA0627_MARK LOGO: BPR   
 PA0627_PROJECTION: PROJECTING 13 CENTIMETERS
 PA0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0627+STABILITY: SURFACE MOTION
 PA0627
 PA0627  HISTORY     - Date     Condition        Report By
 PA0627  HISTORY     - 1929     MONUMENTED       BPR
 PA0627  HISTORY     - 1985     GOOD             NGS
 PA0627
 PA0627                          STATION DESCRIPTION
 PA0627
 PA0627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PA0627'11.6 KM (7.2 MI) NORTH FROM BURNS.
 PA0627'11.6 KM (7.1 MI) NORTH ALONG US HIGHWAY 395 FROM THE POST OFFICE AT
 PA0627'BURNS, AT A BEND IN A SMALL CREEK ON THE EAST SIDE OF THE HIGHWAY, 0.4
 PA0627'KM (0.25 MI) SOUTH OF A HIGH VOLTAGE POWER LINE OVER THE HIGHWAY, 9.7
 PA0627'METERS (31.8 FT) WEST OF THE HIGHWAY CENTERLINE, 7.4 METERS (24.4 FT)
 PA0627'EAST OF A FENCE (SLOPE DISTANT), 5.1 METERS (16.6 FT) SOUTHEAST OF THE
 PA0627'SOUTHEAST FACE OF A 20 BY 20 FOOT ARROW HEAD SHAPED BOULDER AND 1.5
 PA0627'METERS (5 FT) NORTH OF A LONE WOODEN FENCE POST.
 PA0627'THE MARK IS 0.31 METERS  E FROM  A WITNESS POST
 PA0627'THE MARK IS 0.91 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0330 ***********************************************************************
 PA0330  DESIGNATION -  35 36 E
 PA0330  PID         -  PA0330
 PA0330  STATE/COUNTY-  OR/HARNEY
 PA0330  USGS QUAD   -  POISON CREEK (1990)
 PA0330
 PA0330                         *CURRENT SURVEY CONTROL
 PA0330  ___________________________________________________________________
 PA0330* NAD 83(1986)-  43 41 18.     (N)    119 00 56.     (W)     SCALED    
 PA0330* NAVD 88     -      1300.684  (meters)    4267.33   (feet)  ADJUSTED  
 PA0330  ___________________________________________________________________
 PA0330  GEOID HEIGHT-         -18.73  (meters)                     GEOID03
 PA0330  DYNAMIC HT  -        1300.070 (meters)    4265.31  (feet)  COMP
 PA0330  MODELED GRAV-     980,102.2   (mgal)                       NAVD 88
 PA0330
 PA0330  VERT ORDER  -  FIRST     CLASS II
 PA0330
 PA0330.The horizontal coordinates were scaled from a topographic map and have
 PA0330.an estimated accuracy of +/- 6 seconds.
 PA0330
 PA0330.The orthometric height was determined by differential leveling
 PA0330.and adjusted in June 1991.
 PA0330
 PA0330.The geoid height was determined by GEOID03.
 PA0330
 PA0330.The dynamic height is computed by dividing the NAVD 88
 PA0330.geopotential number by the normal gravity value computed on the
 PA0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0330.degrees latitude (g = 980.6199 gals.).
 PA0330
 PA0330.The modeled gravity was interpolated from observed gravity values.
 PA0330
 PA0330;                    North         East    Units  Estimated Accuracy
 PA0330;SPC OR S     -   225,640.    1,619,670.      MT  (+/- 180 meters Scaled)
 PA0330
 PA0330                          SUPERSEDED SURVEY CONTROL
 PA0330
 PA0330  NGVD 29 (??/??/92) 1299.489  (m)         4263.41   (f) ADJ UNCH    1 2
 PA0330
 PA0330.Superseded values are not recommended for survey control.
 PA0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0330.See file dsdata.txt to determine how the superseded data were derived.
 PA0330
 PA0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ375392(NAD 83)
 PA0330_MARKER: DD = SURVEY DISK
 PA0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PA0330_STAMPING: 4264 35 36 1929
 PA0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0330+STABILITY: SURFACE MOTION
 PA0330
 PA0330  HISTORY     - Date     Condition        Report By
 PA0330  HISTORY     - 1929     MONUMENTED       BPR
 PA0330  HISTORY     - 1962     MARK NOT FOUND   NGS
 PA0330  HISTORY     - 1985     MARK NOT FOUND   NGS
 PA0330
 PA0330                          STATION DESCRIPTION
 PA0330
 PA0330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 PA0330'8.6 MI N FROM BURNS.
 PA0330'8.6 MILES NORTH ALONG THE CANYON CITY-BURNS HIGHWAY NORTH OF BURNS, 29
 PA0330'FEET SOUTH ACROSS THE HIGHWAY FROM A GATE ON A ROAD LEADING ACROSS THE
 PA0330'OREGON AND NORTHWESTERN RAILROAD TO A FARM HOUSE ABOUT 500 FEET FROM
 PA0330'THE HIGHWAY, 96 FEET NORTH OF A PIPE CULVERT UNDER THE TRACK, AND 39
 PA0330'FEET EAST OF THE CENTERLINE OF THE HIGHWAY.
 PA0330
 PA0330                          STATION RECOVERY (1985)
 PA0330
 PA0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PA0330'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0331 ***********************************************************************
 PA0331  DESIGNATION -  35 36 W
 PA0331  PID         -  PA0331
 PA0331  STATE/COUNTY-  OR/HARNEY
 PA0331  USGS QUAD   -  POISON CREEK (1990)
 PA0331
 PA0331                         *CURRENT SURVEY CONTROL
 PA0331  ___________________________________________________________________
 PA0331* NAD 83(1986)-  43 41 18.     (N)    119 00 57.     (W)     SCALED    
 PA0331* NAVD 88     -      1300.35   (+/-2cm)    4266.2    (feet)  VERTCON   
 PA0331  ___________________________________________________________________
 PA0331  GEOID HEIGHT-         -18.73  (meters)                     GEOID03
 PA0331  VERT ORDER  -  ? (See Below)
 PA0331
 PA0331.The horizontal coordinates were scaled from a topographic map and have
 PA0331.an estimated accuracy of +/- 6 seconds.
 PA0331
 PA0331.The NAVD 88 height was computed by applying the VERTCON shift value to
 PA0331.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PA0331.The vertical order pertains to the NGVD 29 superseded value.
 PA0331
 PA0331.The geoid height was determined by GEOID03.
 PA0331
 PA0331;                    North         East    Units  Estimated Accuracy
 PA0331;SPC OR S     -   225,640.    1,619,650.      MT  (+/- 180 meters Scaled)
 PA0331
 PA0331                          SUPERSEDED SURVEY CONTROL
 PA0331
 PA0331  NGVD 29 (??/??/92) 1299.151  (m)         4262.30   (f) ADJ UNCH    ?  
 PA0331
 PA0331.Superseded values are not recommended for survey control.
 PA0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0331.See file dsdata.txt to determine how the superseded data were derived.
 PA0331
 PA0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ375392(NAD 83)
 PA0331_MARKER: DD = SURVEY DISK
 PA0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PA0331_STAMPING: 35 36 1929
 PA0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0331+STABILITY: SURFACE MOTION
 PA0331
 PA0331  HISTORY     - Date     Condition        Report By
 PA0331  HISTORY     - 1929     MONUMENTED       BPR
 PA0331  HISTORY     - 1962     MARK NOT FOUND   NGS
 PA0331  HISTORY     - 1985     MARK NOT FOUND   NGS
 PA0331
 PA0331                          STATION DESCRIPTION
 PA0331
 PA0331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 PA0331'8.6 MI N FROM BURNS.
 PA0331'8.6 MILES NORTH ALONG THE CANYON CITY-BURNS HIGHWAY NORTH OF BURNS, 29
 PA0331'FEET SOUTH OF A GATE ON A ROAD LEADING ACROSS THE OREGON AND
 PA0331'NORTHWESTERN RAILROAD TO A FARM HOUSE ABOUT 500 FEET FROM THE HIGHWAY,
 PA0331'96 FEET NORTH OF A PIPE CULVERT UNDER THE TRACKS, AND 34 FEET WEST OF
 PA0331'THE CENTERLINE OF THE HIGHWAY.
 PA0331
 PA0331                          STATION RECOVERY (1985)
 PA0331
 PA0331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PA0331'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0328 ***********************************************************************
 PA0328  DESIGNATION -  35 39
 PA0328  PID         -  PA0328
 PA0328  STATE/COUNTY-  OR/HARNEY
 PA0328  USGS QUAD   -  POISON CREEK (1990)
 PA0328
 PA0328                         *CURRENT SURVEY CONTROL
 PA0328  ___________________________________________________________________
 PA0328* NAD 83(1986)-  43 42 10.     (N)    119 00 55.     (W)     SCALED    
 PA0328* NAVD 88     -      1314.882  (meters)    4313.91   (feet)  ADJUSTED  
 PA0328  ___________________________________________________________________
 PA0328  GEOID HEIGHT-         -18.67  (meters)                     GEOID03
 PA0328  DYNAMIC HT  -        1314.262 (meters)    4311.87  (feet)  COMP
 PA0328  MODELED GRAV-     980,102.2   (mgal)                       NAVD 88
 PA0328
 PA0328  VERT ORDER  -  FIRST     CLASS II
 PA0328
 PA0328.The horizontal coordinates were scaled from a topographic map and have
 PA0328.an estimated accuracy of +/- 6 seconds.
 PA0328
 PA0328.The orthometric height was determined by differential leveling
 PA0328.and adjusted in June 1991.
 PA0328
 PA0328.The geoid height was determined by GEOID03.
 PA0328
 PA0328.The dynamic height is computed by dividing the NAVD 88
 PA0328.geopotential number by the normal gravity value computed on the
 PA0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0328.degrees latitude (g = 980.6199 gals.).
 PA0328
 PA0328.The modeled gravity was interpolated from observed gravity values.
 PA0328
 PA0328;                    North         East    Units  Estimated Accuracy
 PA0328;SPC OR S     -   227,240.    1,619,660.      MT  (+/- 180 meters Scaled)
 PA0328
 PA0328                          SUPERSEDED SURVEY CONTROL
 PA0328
 PA0328  NGVD 29 (??/??/92) 1313.682  (m)         4309.97   (f) ADJ UNCH    1 2
 PA0328
 PA0328.Superseded values are not recommended for survey control.
 PA0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0328.See file dsdata.txt to determine how the superseded data were derived.
 PA0328
 PA0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ376408(NAD 83)
 PA0328_MARKER: DD = SURVEY DISK
 PA0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PA0328_STAMPING: 4310 35 39 1929
 PA0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0328+STABILITY: SURFACE MOTION
 PA0328
 PA0328  HISTORY     - Date     Condition        Report By
 PA0328  HISTORY     - 1929     MONUMENTED       BPR
 PA0328  HISTORY     - 1962     MARK NOT FOUND   NGS
 PA0328  HISTORY     - 1985     MARK NOT FOUND   NGS
 PA0328
 PA0328                          STATION DESCRIPTION
 PA0328
 PA0328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 PA0328'9.8 MI N FROM BURNS.
 PA0328'9.8 MILES NORTH ALONG THE CANYON CITY-BURNS HIGHWAY NORTH OF BURNS, AT
 PA0328'THE SOUTHWEST END OF A SLIGHT CURVE, 52 FEET SOUTHWEST OF WHERE THE
 PA0328'CREEK LEAVES THE HIGHWAY, 40 FEET NORTHWEST OF THE CENTER LINE OF THE
 PA0328'HIGHWAY, AND 1 FOOT SOUTHEAST OF THE SOUTHEAST CREEK BANK.
 PA0328
 PA0328                          STATION RECOVERY (1985)
 PA0328
 PA0328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PA0328'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0324 ***********************************************************************
 PA0324  DESIGNATION -  35 48
 PA0324  PID         -  PA0324
 PA0324  STATE/COUNTY-  OR/HARNEY
 PA0324  USGS QUAD   -  POISON CREEK (1990)
 PA0324
 PA0324                         *CURRENT SURVEY CONTROL
 PA0324  ___________________________________________________________________
 PA0324* NAD 83(1986)-  43 43 14.     (N)    119 00 16.     (W)     SCALED    
 PA0324* NAVD 88     -      1368.825  (meters)    4490.89   (feet)  ADJUSTED  
 PA0324  ___________________________________________________________________
 PA0324  GEOID HEIGHT-         -18.61  (meters)                     GEOID03
 PA0324  DYNAMIC HT  -        1368.177 (meters)    4488.76  (feet)  COMP
 PA0324  MODELED GRAV-     980,097.3   (mgal)                       NAVD 88
 PA0324
 PA0324  VERT ORDER  -  FIRST     CLASS II
 PA0324
 PA0324.The horizontal coordinates were scaled from a topographic map and have
 PA0324.an estimated accuracy of +/- 6 seconds.
 PA0324
 PA0324.The orthometric height was determined by differential leveling
 PA0324.and adjusted in June 1991.
 PA0324
 PA0324.The geoid height was determined by GEOID03.
 PA0324
 PA0324.The dynamic height is computed by dividing the NAVD 88
 PA0324.geopotential number by the normal gravity value computed on the
 PA0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0324.degrees latitude (g = 980.6199 gals.).
 PA0324
 PA0324.The modeled gravity was interpolated from observed gravity values.
 PA0324
 PA0324;                    North         East    Units  Estimated Accuracy
 PA0324;SPC OR S     -   229,230.    1,620,500.      MT  (+/- 180 meters Scaled)
 PA0324
 PA0324                          SUPERSEDED SURVEY CONTROL
 PA0324
 PA0324  NGVD 29 (??/??/92) 1367.621  (m)         4486.94   (f) ADJ UNCH    1 2
 PA0324
 PA0324.Superseded values are not recommended for survey control.
 PA0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0324.See file dsdata.txt to determine how the superseded data were derived.
 PA0324
 PA0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ385427(NAD 83)
 PA0324_MARKER: DD = SURVEY DISK
 PA0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PA0324_STAMPING: 4487 35 48 1929
 PA0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0324+STABILITY: SURFACE MOTION
 PA0324
 PA0324  HISTORY     - Date     Condition        Report By
 PA0324  HISTORY     - 1929     MONUMENTED       BPR
 PA0324  HISTORY     - 1962     MARK NOT FOUND   NGS
 PA0324  HISTORY     - 1985     MARK NOT FOUND   NGS
 PA0324
 PA0324                          STATION DESCRIPTION
 PA0324
 PA0324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 PA0324'11.1 MI N FROM BURNS.
 PA0324'11.1 MILES NORTH ALONG THE CANYON CITY-BURNS HIGHWAY NORTH OF BURNS,
 PA0324'AT THE NORTH END OF A CURVE, 50 FEET NORTH OF A SIDE HILL CUT, 36 FEET
 PA0324'NORTH OF A PIPE CULVERT, 30 FEET EAST OF THE CENTER LINE OF THE
 PA0324'HIGHWAY, AND ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 PA0324
 PA0324                          STATION RECOVERY (1985)
 PA0324
 PA0324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PA0324'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0309 ***********************************************************************
 PA0309  DESIGNATION -  35 79
 PA0309  PID         -  PA0309
 PA0309  STATE/COUNTY-  OR/HARNEY
 PA0309  USGS QUAD   -  DEVINE RIDGE NORTH (1990)
 PA0309
 PA0309                         *CURRENT SURVEY CONTROL
 PA0309  ___________________________________________________________________
 PA0309* NAD 83(1986)-  43 47 42.     (N)    118 59 45.     (W)     SCALED    
 PA0309* NAVD 88     -      1588.40   (+/-2cm)    5211.3    (feet)  VERTCON   
 PA0309  ___________________________________________________________________
 PA0309  GEOID HEIGHT-         -18.39  (meters)                     GEOID03
 PA0309  VERT ORDER  -  ? (See Below)
 PA0309
 PA0309.The horizontal coordinates were scaled from a topographic map and have
 PA0309.an estimated accuracy of +/- 6 seconds.
 PA0309
 PA0309.The NAVD 88 height was computed by applying the VERTCON shift value to
 PA0309.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PA0309.The vertical order pertains to the NGVD 29 superseded value.
 PA0309
 PA0309.The geoid height was determined by GEOID03.
 PA0309
 PA0309;                    North         East    Units  Estimated Accuracy
 PA0309;SPC OR S     -   237,510.    1,621,050.      MT  (+/- 180 meters Scaled)
 PA0309
 PA0309                          SUPERSEDED SURVEY CONTROL
 PA0309
 PA0309  NGVD 29 (??/??/92) 1587.130  (m)         5207.11   (f) ADJ UNCH    ?  
 PA0309
 PA0309.Superseded values are not recommended for survey control.
 PA0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0309.See file dsdata.txt to determine how the superseded data were derived.
 PA0309
 PA0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ394510(NAD 83)
 PA0309_MARKER: DD = SURVEY DISK
 PA0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PA0309_STAMPING: 5208 35 79 1929
 PA0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0309+STABILITY: SURFACE MOTION
 PA0309
 PA0309  HISTORY     - Date     Condition        Report By
 PA0309  HISTORY     - 1929     MONUMENTED       BPR
 PA0309  HISTORY     - 1962     MARK NOT FOUND   NGS
 PA0309  HISTORY     - 1985     MARK NOT FOUND   NGS
 PA0309
 PA0309                          STATION DESCRIPTION
 PA0309
 PA0309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 PA0309'16.6 MI N FROM BURNS.
 PA0309'16.6 MILES NORTH ALONG THE CANYON CITY-BURNS HIGHWAY FROM BURNS, 0.9
 PA0309'MILE NORTH OF THE JOHN DEVINE MONUMENT, AT THE NORTHEAST END OF AN
 PA0309'S-CURVE, 179 FEET NORTHEAST OF A CULVERT, 39 FEET NORTHWEST OF THE
 PA0309'CENTER LINE OF THE HIGHWAY, AND ACROSS THE ROAD FROM BENCH MARK 80
 PA0309'(U.S.B.P.R.).
 PA0309
 PA0309                          STATION RECOVERY (1985)
 PA0309
 PA0309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PA0309'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0308 ***********************************************************************
 PA0308  DESIGNATION -  35 80
 PA0308  PID         -  PA0308
 PA0308  STATE/COUNTY-  OR/HARNEY
 PA0308  USGS QUAD   -  DEVINE RIDGE NORTH (1990)
 PA0308
 PA0308                         *CURRENT SURVEY CONTROL
 PA0308  ___________________________________________________________________
 PA0308* NAD 83(1986)-  43 47 41.     (N)    118 59 41.     (W)     SCALED    
 PA0308* NAVD 88     -      1589.22   (+/-2cm)    5214.0    (feet)  VERTCON   
 PA0308  ___________________________________________________________________
 PA0308  GEOID HEIGHT-         -18.39  (meters)                     GEOID03
 PA0308  VERT ORDER  -  ? (See Below)
 PA0308
 PA0308.The horizontal coordinates were scaled from a topographic map and have
 PA0308.an estimated accuracy of +/- 6 seconds.
 PA0308
 PA0308.The NAVD 88 height was computed by applying the VERTCON shift value to
 PA0308.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PA0308.The vertical order pertains to the NGVD 29 superseded value.
 PA0308
 PA0308.The geoid height was determined by GEOID03.
 PA0308
 PA0308;                    North         East    Units  Estimated Accuracy
 PA0308;SPC OR S     -   237,480.    1,621,140.      MT  (+/- 180 meters Scaled)
 PA0308
 PA0308                          SUPERSEDED SURVEY CONTROL
 PA0308
 PA0308  NGVD 29 (??/??/92) 1587.948  (m)         5209.79   (f) ADJ UNCH    ?  
 PA0308
 PA0308.Superseded values are not recommended for survey control.
 PA0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0308.See file dsdata.txt to determine how the superseded data were derived.
 PA0308
 PA0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ395510(NAD 83)
 PA0308_MARKER: DD = SURVEY DISK
 PA0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PA0308_STAMPING: 35 80 1929
 PA0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0308+STABILITY: SURFACE MOTION
 PA0308
 PA0308  HISTORY     - Date     Condition        Report By
 PA0308  HISTORY     - 1929     MONUMENTED       BPR
 PA0308  HISTORY     - 1962     MARK NOT FOUND   NGS
 PA0308  HISTORY     - 1985     MARK NOT FOUND   NGS
 PA0308
 PA0308                          STATION DESCRIPTION
 PA0308
 PA0308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 PA0308'16.6 MI N FROM BURNS.
 PA0308'16.6 MILES NORTH ALONG THE CANYON CITY-BURNS HIGHWAY FROM BURNS, 0.9
 PA0308'MILE NORTH OF THE JOHN DEVINE MONUMENT, AT THE NORTHEAST END OF AN
 PA0308'S-CURVE, 179 FEET NORTH OF A CULVERT, AND 41 FEET SOUTHEAST OF THE
 PA0308'CENTER LINE OF THE HIGHWAY.
 PA0308
 PA0308                          STATION RECOVERY (1985)
 PA0308
 PA0308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PA0308'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0306 ***********************************************************************
 PA0306  DESIGNATION -  35 82
 PA0306  PID         -  PA0306
 PA0306  STATE/COUNTY-  OR/HARNEY
 PA0306  USGS QUAD   -  DEVINE RIDGE NORTH (1990)
 PA0306
 PA0306                         *CURRENT SURVEY CONTROL
 PA0306  ___________________________________________________________________
 PA0306* NAD 83(1986)-  43 47 45.     (N)    118 59 40.     (W)     SCALED    
 PA0306* NAVD 88     -      1597.747  (meters)    5241.94   (feet)  ADJUSTED  
 PA0306  ___________________________________________________________________
 PA0306  GEOID HEIGHT-         -18.39  (meters)                     GEOID03
 PA0306  DYNAMIC HT  -        1596.934 (meters)    5239.27  (feet)  COMP
 PA0306  MODELED GRAV-     980,053.4   (mgal)                       NAVD 88
 PA0306
 PA0306  VERT ORDER  -  FIRST     CLASS II
 PA0306
 PA0306.The horizontal coordinates were scaled from a topographic map and have
 PA0306.an estimated accuracy of +/- 6 seconds.
 PA0306
 PA0306.The orthometric height was determined by differential leveling
 PA0306.and adjusted in June 1991.
 PA0306
 PA0306.The geoid height was determined by GEOID03.
 PA0306
 PA0306.The dynamic height is computed by dividing the NAVD 88
 PA0306.geopotential number by the normal gravity value computed on the
 PA0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0306.degrees latitude (g = 980.6199 gals.).
 PA0306
 PA0306.The modeled gravity was interpolated from observed gravity values.
 PA0306
 PA0306;                    North         East    Units  Estimated Accuracy
 PA0306;SPC OR S     -   237,610.    1,621,160.      MT  (+/- 180 meters Scaled)
 PA0306
 PA0306                          SUPERSEDED SURVEY CONTROL
 PA0306
 PA0306  NGVD 29 (??/??/92) 1596.479  (m)         5237.78   (f) ADJ UNCH    1 2
 PA0306
 PA0306.Superseded values are not recommended for survey control.
 PA0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0306.See file dsdata.txt to determine how the superseded data were derived.
 PA0306
 PA0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ395511(NAD 83)
 PA0306_MARKER: DD = SURVEY DISK
 PA0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0306_SP_SET: CONCRETE POST
 PA0306_STAMPING: 35 82 1929
 PA0306_MARK LOGO: BPR   
 PA0306_PROJECTION: PROJECTING 10 CENTIMETERS
 PA0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0306+STABILITY: SURFACE MOTION
 PA0306
 PA0306  HISTORY     - Date     Condition        Report By
 PA0306  HISTORY     - 1929     MONUMENTED       BPR
 PA0306  HISTORY     - 1962     GOOD             NGS
 PA0306  HISTORY     - 1985     GOOD             NGS
 PA0306
 PA0306                          STATION DESCRIPTION
 PA0306
 PA0306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 PA0306'16.7 MI N FROM BURNS.
 PA0306'REACHED FROM THE POST OFFICE AT BURNS GO NORTHEAST AND NORTH ON U.S.
 PA0306'HIGHWAY 395 FOR 16.7 MILES, THIS IS 0.3 MILE SOUTH OF THE ENTRANCE TO
 PA0306'THE IDLEWILD PICNIC AREA AND 0.8 MILE SOUTH OF THE SUMMIT OF THE ROAD.
 PA0306'23 FEET EAST OF THE EAST END OF AN 18-INCH METAL TUBE CULVERT UNDER
 PA0306'THE HIGHWAY, 0.1 MILE SOUTH OF A T-ROAD GOING WEST TO POISON CREEK, 47
 PA0306'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND 1 FOOT NORTHWEST OF A
 PA0306'METAL WITNESS POST.
 PA0306
 PA0306                          STATION RECOVERY (1985)
 PA0306
 PA0306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PA0306'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  27.9 KM
 PA0306'(17.3 MI) NORTH ALONG US HIGHWAY 395 FROM THE POST OFFICE AT BURNS,
 PA0306'14.4 METERS (47.3 FT) EAST-SOUTHEAST OF THE HIGHWAY CENTERLINE,
 PA0306'7.0 METERS (23 FT) EAST-SOUTHEAST OF THE NORTHEAST END OF A 18-INCH
 PA0306'METAL PIPE CULVERT AND ABOUT 250 FEET SOUTH OF A US FOREST SERVICE
 PA0306'ROAD LEADING WEST.
 PA0306'THE MARK IS 0.31 METERS  NW FROM  A WITNESS POST
 PA0306'THE MARK IS 0.91 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0301 ***********************************************************************
 PA0301  DESIGNATION -  35 85
 PA0301  PID         -  PA0301
 PA0301  STATE/COUNTY-  OR/HARNEY
 PA0301  USGS QUAD   -  DEVINE RIDGE NORTH (1990)
 PA0301
 PA0301                         *CURRENT SURVEY CONTROL
 PA0301  ___________________________________________________________________
 PA0301* NAD 83(1986)-  43 48 38.     (N)    118 59 11.     (W)     SCALED    
 PA0301* NAVD 88     -      1618.57   (+/-2cm)    5310.3    (feet)  VERTCON   
 PA0301  ___________________________________________________________________
 PA0301  GEOID HEIGHT-         -18.36  (meters)                     GEOID03
 PA0301  VERT ORDER  -  ? (See Below)
 PA0301
 PA0301.The horizontal coordinates were scaled from a topographic map and have
 PA0301.an estimated accuracy of +/- 6 seconds.
 PA0301
 PA0301.The NAVD 88 height was computed by applying the VERTCON shift value to
 PA0301.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PA0301.The vertical order pertains to the NGVD 29 superseded value.
 PA0301
 PA0301.The geoid height was determined by GEOID03.
 PA0301
 PA0301;                    North         East    Units  Estimated Accuracy
 PA0301;SPC OR S     -   239,260.    1,621,780.      MT  (+/- 180 meters Scaled)
 PA0301
 PA0301                          SUPERSEDED SURVEY CONTROL
 PA0301
 PA0301  NGVD 29 (??/??/92) 1617.293  (m)         5306.07   (f) ADJ UNCH    ?  
 PA0301
 PA0301.Superseded values are not recommended for survey control.
 PA0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0301.See file dsdata.txt to determine how the superseded data were derived.
 PA0301
 PA0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ402527(NAD 83)
 PA0301_MARKER: DD = SURVEY DISK
 PA0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PA0301_STAMPING: 35 85 1929
 PA0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0301+STABILITY: SURFACE MOTION
 PA0301
 PA0301  HISTORY     - Date     Condition        Report By
 PA0301  HISTORY     - 1929     MONUMENTED       BPR
 PA0301  HISTORY     - 1962     MARK NOT FOUND   NGS
 PA0301  HISTORY     - 1985     MARK NOT FOUND   NGS
 PA0301
 PA0301                          STATION DESCRIPTION
 PA0301
 PA0301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 PA0301'17.7 MI N FROM BURNS.
 PA0301'17.7 MILES NORTH ALONG THE BURNS-CANYON CITY HIGHWAY FROM BURNS, 0.3
 PA0301'MILE NORTH OF THE SUMMIT, 40 FEET WEST OF THE CENTER LINE OF THE
 PA0301'HIGHWAY, ACROSS THE HIGHWAY FROM BENCH MARK 86 (US.B.P.R.), AND LEVEL
 PA0301'WITH THE HIGHWAY.
 PA0301
 PA0301                          STATION RECOVERY (1985)
 PA0301
 PA0301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PA0301'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0300 ***********************************************************************
 PA0300  DESIGNATION -  35 86
 PA0300  PID         -  PA0300
 PA0300  STATE/COUNTY-  OR/HARNEY
 PA0300  USGS QUAD   -  DEVINE RIDGE NORTH (1990)
 PA0300
 PA0300                         *CURRENT SURVEY CONTROL
 PA0300  ___________________________________________________________________
 PA0300* NAD 83(1986)-  43 48 37.     (N)    118 59 07.     (W)     SCALED    
 PA0300* NAVD 88     -      1620.51   (+/-2cm)    5316.6    (feet)  VERTCON   
 PA0300  ___________________________________________________________________
 PA0300  GEOID HEIGHT-         -18.35  (meters)                     GEOID03
 PA0300  VERT ORDER  -  ? (See Below)
 PA0300
 PA0300.The horizontal coordinates were scaled from a topographic map and have
 PA0300.an estimated accuracy of +/- 6 seconds.
 PA0300
 PA0300.The NAVD 88 height was computed by applying the VERTCON shift value to
 PA0300.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PA0300.The vertical order pertains to the NGVD 29 superseded value.
 PA0300
 PA0300.The geoid height was determined by GEOID03.
 PA0300
 PA0300;                    North         East    Units  Estimated Accuracy
 PA0300;SPC OR S     -   239,230.    1,621,870.      MT  (+/- 180 meters Scaled)
 PA0300
 PA0300                          SUPERSEDED SURVEY CONTROL
 PA0300
 PA0300  NGVD 29 (??/??/92) 1619.233  (m)         5312.43   (f) ADJ UNCH    ?  
 PA0300
 PA0300.Superseded values are not recommended for survey control.
 PA0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0300.See file dsdata.txt to determine how the superseded data were derived.
 PA0300
 PA0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ403527(NAD 83)
 PA0300_MARKER: DD = SURVEY DISK
 PA0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PA0300_STAMPING: 5313 35 86 1929
 PA0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0300+STABILITY: SURFACE MOTION
 PA0300
 PA0300  HISTORY     - Date     Condition        Report By
 PA0300  HISTORY     - 1929     MONUMENTED       BPR
 PA0300  HISTORY     - 1962     GOOD             NGS
 PA0300  HISTORY     - 1985     MARK NOT FOUND   NGS
 PA0300
 PA0300                          STATION DESCRIPTION
 PA0300
 PA0300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 PA0300'17.7 MI N FROM BURNS.
 PA0300'17.7 MILES NORTH ALONG THE CANYON CITY-BURNS HIGHWAY FROM BURNS, 0.3
 PA0300'MILES NORTH OF THE SUMMIT, 225 FEET SOUTH OF A SLOPING CUT BANK ON THE
 PA0300'EAST SIDE OF THE HIGHWAY, 40 FEET EAST OF THE CENTER LINE OF THE
 PA0300'HIGHWAY AND ABOUT 3-1/2 FEET HIGHER THAN THE HIGHWAY.
 PA0300
 PA0300                          STATION RECOVERY (1985)
 PA0300
 PA0300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PA0300'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0299 ***********************************************************************
 PA0299  DESIGNATION -  35 88
 PA0299  PID         -  PA0299
 PA0299  STATE/COUNTY-  OR/HARNEY
 PA0299  USGS QUAD   -  DEVINE RIDGE NORTH (1990)
 PA0299
 PA0299                         *CURRENT SURVEY CONTROL
 PA0299  ___________________________________________________________________
 PA0299* NAD 83(1986)-  43 48 46.     (N)    118 59 01.     (W)     SCALED    
 PA0299* NAVD 88     -      1616.809  (meters)    5304.48   (feet)  ADJUSTED  
 PA0299  ___________________________________________________________________
 PA0299  GEOID HEIGHT-         -18.35  (meters)                     GEOID03
 PA0299  DYNAMIC HT  -        1615.981 (meters)    5301.76  (feet)  COMP
 PA0299  MODELED GRAV-     980,048.7   (mgal)                       NAVD 88
 PA0299
 PA0299  VERT ORDER  -  FIRST     CLASS II
 PA0299
 PA0299.The horizontal coordinates were scaled from a topographic map and have
 PA0299.an estimated accuracy of +/- 6 seconds.
 PA0299
 PA0299.The orthometric height was determined by differential leveling
 PA0299.and adjusted in June 1991.
 PA0299
 PA0299.The geoid height was determined by GEOID03.
 PA0299
 PA0299.The dynamic height is computed by dividing the NAVD 88
 PA0299.geopotential number by the normal gravity value computed on the
 PA0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0299.degrees latitude (g = 980.6199 gals.).
 PA0299
 PA0299.The modeled gravity was interpolated from observed gravity values.
 PA0299
 PA0299;                    North         East    Units  Estimated Accuracy
 PA0299;SPC OR S     -   239,510.    1,621,990.      MT  (+/- 180 meters Scaled)
 PA0299
 PA0299                          SUPERSEDED SURVEY CONTROL
 PA0299
 PA0299  NGVD 29 (??/??/92) 1615.531  (m)         5300.29   (f) ADJ UNCH    1 2
 PA0299
 PA0299.Superseded values are not recommended for survey control.
 PA0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0299.See file dsdata.txt to determine how the superseded data were derived.
 PA0299
 PA0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ404529(NAD 83)
 PA0299_MARKER: DD = SURVEY DISK
 PA0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0299_SP_SET: CONCRETE POST
 PA0299_STAMPING: 5301 35 88 1929
 PA0299_MARK LOGO: BPR   
 PA0299_PROJECTION: PROJECTING 10 CENTIMETERS
 PA0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0299+STABILITY: SURFACE MOTION
 PA0299
 PA0299  HISTORY     - Date     Condition        Report By
 PA0299  HISTORY     - 1929     MONUMENTED       BPR
 PA0299  HISTORY     - 1962     GOOD             NGS
 PA0299  HISTORY     - 1985     GOOD             NGS
 PA0299
 PA0299                          STATION DESCRIPTION
 PA0299
 PA0299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 PA0299'18.0 MI N FROM BURNS.
 PA0299'REACHED FROM THE POST OFFICE AT BURNS GO NORTHEAST AND NORTH ON U.S.
 PA0299'HIGHWAY 395 FOR 18.0 MILES, THIS IS 1.1 MILES NORTH OF THE ENTRANCE TO
 PA0299'THE IDLEWILD PICNIC AREA, 158 FEET SOUTH OF THE EAST END OF AN 18-INCH
 PA0299'METAL TUBE CULVERT WHICH IS UNDER THE HIGHWAY, 40 FEET EAST OF THE
 PA0299'CENTER LINE OF THE HIGHWAY AND ABOUT 2 FEET LOWER.  THE TOP OF THE
 PA0299'CONCRETE POST IS PROJECTING ABOUT 8-INCHES ABOVE GROUND.
 PA0299
 PA0299                          STATION RECOVERY (1985)
 PA0299
 PA0299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PA0299'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  30.0 KM
 PA0299'(18.6 MI) NORTH ALONG US HIGHWAY 395 FROM THE POST OFFICE AT BURNS,
 PA0299'0.16 KM (0.1 MI) SOUTH OF A US FOREST ROAD 1612 LEADING WEST OVER A
 PA0299'CATTLE GUARD, 12.2 METERS 40 FT) EAST OF THE HIGHWAY CENTERLINE AND
 PA0299'1.9 METERS (6.3 FT) EAST OF THE CENTER OF A TRACK ROAD LEADING
 PA0299'NORTHEAST.
 PA0299'THE MARK IS 0.31 METERS  N FROM  A WITNESS POST
 PA0299'THE MARK IS 0.91 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0639 ***********************************************************************
 NW0639  DESIGNATION -  35 BKC
 NW0639  PID         -  NW0639
 NW0639  STATE/COUNTY-  OR/MALHEUR
 NW0639  USGS QUAD   -  JACKIES BUTTE (1980)
 NW0639
 NW0639                         *CURRENT SURVEY CONTROL
 NW0639  ___________________________________________________________________
 NW0639* NAD 83(1986)-  42 30 23.     (N)    117 34 46.     (W)     SCALED    
 NW0639* NAVD 88     -      1340.975  (meters)    4399.52   (feet)  ADJUSTED  
 NW0639  ___________________________________________________________________
 NW0639  GEOID HEIGHT-         -18.03  (meters)                     GEOID03
 NW0639  DYNAMIC HT  -        1340.186 (meters)    4396.93  (feet)  COMP
 NW0639  MODELED GRAV-     979,985.8   (mgal)                       NAVD 88
 NW0639
 NW0639  VERT ORDER  -  SECOND    CLASS 0
 NW0639
 NW0639.The horizontal coordinates were scaled from a topographic map and have
 NW0639.an estimated accuracy of +/- 6 seconds.
 NW0639
 NW0639.The orthometric height was determined by differential leveling
 NW0639.and adjusted in August 1995.
 NW0639
 NW0639.The geoid height was determined by GEOID03.
 NW0639
 NW0639.The dynamic height is computed by dividing the NAVD 88
 NW0639.geopotential number by the normal gravity value computed on the
 NW0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0639.degrees latitude (g = 980.6199 gals.).
 NW0639
 NW0639.The modeled gravity was interpolated from observed gravity values.
 NW0639
 NW0639;                    North         East    Units  Estimated Accuracy
 NW0639;SPC OR S     -    97,470.    1,739,980.      MT  (+/- 180 meters Scaled)
 NW0639
 NW0639                          SUPERSEDED SURVEY CONTROL
 NW0639
 NW0639.No superseded survey control is available for this station.
 NW0639
 NW0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH523061(NAD 83)
 NW0639_MARKER: DB = BENCH MARK DISK
 NW0639_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0639_SP_SET: COPPER-CLAD STEEL ROD
 NW0639_STAMPING: 35 BKC 1973 4396
 NW0639_MARK LOGO: USGS  
 NW0639_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0639_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0639_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0639+SATELLITE: SATELLITE OBSERVATIONS - 1973
 NW0639
 NW0639  HISTORY     - Date     Condition        Report By
 NW0639  HISTORY     - 1973     MONUMENTED       USGS
 NW0639
 NW0639                          STATION DESCRIPTION
 NW0639
 NW0639'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 NW0639'FROM BURNS JUNCTION, OREGON PROCEED 12.6 MILES SOUTH ALONG U S
 NW0639'HIGHWAY 95, THENCE 10.5 MILES EAST AND 3.3 MILES SOUTH ALONG A GRAVEL
 NW0639'ROAD, THENCE 6.2 MILES EAST AND NORTHEAST ALONG A TRACK ROAD, AT A
 NW0639'Y-ROAD JUNCTION FORMED BY A SEGMENT OF AND OLD ROAD JOINING THE NEW
 NW0639'ROAD, 53 FEET SOUTH OF THE CENTER OF THE Y-ROAD JUNCTION, SET ON A
 NW0639'5/8-INCH COPPER-COATED ROD DRIVEN TO REFUSAL (ROD DEPTH UNKNOWN) WITH
 NW0639'THE TOP ENCASED IN 6-INCH DRAINPIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0306 ***********************************************************************
 NX0306  DESIGNATION -  35 FMK
 NX0306  PID         -  NX0306
 NX0306  STATE/COUNTY-  OR/HARNEY
 NX0306  USGS QUAD   -  IRISH LAKE (1967)
 NX0306
 NX0306                         *CURRENT SURVEY CONTROL
 NX0306  ___________________________________________________________________
 NX0306* NAD 83(1986)-  42 57 39.     (N)    118 58 24.     (W)     SCALED    
 NX0306* NAVD 88     -      1535.632  (meters)    5038.15   (feet)  ADJUSTED  
 NX0306  ___________________________________________________________________
 NX0306  GEOID HEIGHT-         -19.12  (meters)                     GEOID03
 NX0306  DYNAMIC HT  -        1534.740 (meters)    5035.23  (feet)  COMP
 NX0306  MODELED GRAV-     979,985.1   (mgal)                       NAVD 88
 NX0306
 NX0306  VERT ORDER  -  SECOND    CLASS 0
 NX0306
 NX0306.The horizontal coordinates were scaled from a topographic map and have
 NX0306.an estimated accuracy of +/- 6 seconds.
 NX0306
 NX0306.The orthometric height was determined by differential leveling
 NX0306.and adjusted in August 1995.
 NX0306
 NX0306.The geoid height was determined by GEOID03.
 NX0306
 NX0306.The dynamic height is computed by dividing the NAVD 88
 NX0306.geopotential number by the normal gravity value computed on the
 NX0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0306.degrees latitude (g = 980.6199 gals.).
 NX0306
 NX0306.The modeled gravity was interpolated from observed gravity values.
 NX0306
 NX0306;                    North         East    Units  Estimated Accuracy
 NX0306;SPC OR S     -   144,890.    1,624,550.      MT  (+/- 180 meters Scaled)
 NX0306
 NX0306                          SUPERSEDED SURVEY CONTROL
 NX0306
 NX0306.No superseded survey control is available for this station.
 NX0306
 NX0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH390583(NAD 83)
 NX0306_MARKER: DB = BENCH MARK DISK
 NX0306_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NX0306_SP_SET: COPPER-CLAD STEEL ROD
 NX0306_STAMPING: 35 FMK 1970 5034
 NX0306_MARK LOGO: USGS  
 NX0306_PROJECTION: FLUSH
 NX0306_MAGNETIC: I = MARKER IS A STEEL ROD
 NX0306_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NX0306_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NX0306+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2008
 NX0306_ROD/PIPE-DEPTH: 1.52 meters
 NX0306
 NX0306  HISTORY     - Date     Condition        Report By
 NX0306  HISTORY     - 1970     MONUMENTED       USGS
 NX0306  HISTORY     - 20081030 GOOD             INDIV
 NX0306
 NX0306                          STATION DESCRIPTION
 NX0306
 NX0306'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NX0306'FROM THE BRIDGE OVER THE NARROWS, PROCEED 12.2 MILES SOUTH ALONG
 NX0306'STATE HIGHWAY 205, THENCE 14.6 MILES SOUTHWEST ALONG THE ROAD TO
 NX0306'FOSTER LAKE AND PLUSH, 0.2 MILE SOUTHWEST OF A STOCK TANK, ON A RIDGE
 NX0306'AT THE MIDDLE OF A CURVE, 72 FEET WEST OF THE CENTERLINE OF THE ROAD,
 NX0306'WITNESS POST SET AT BENCH MARK.
 NX0306
 NX0306                          STATION RECOVERY (2008)
 NX0306
 NX0306'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008
 NX0306'TURN RIGHT AT MILEPOST 34.5 ON STATE HIGHWAY 205, THENCE 14.6 MILES
 NX0306'SOUTHWEST ALONG COUNTY ROAD 411, JACK MOUNTAIN ROAD (THE ROAD TO
 NX0306'FOSTER LAKE AND PLUSH) . . .
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2718 ***********************************************************************
 QE2718  DESIGNATION -  35 KJO
 QE2718  PID         -  QE2718
 QE2718  STATE/COUNTY-  OR/LINCOLN
 QE2718  USGS QUAD   -  NEWPORT SOUTH (1984)
 QE2718
 QE2718                         *CURRENT SURVEY CONTROL
 QE2718  ___________________________________________________________________
 QE2718* NAD 83(1986)-  44 30 19.     (N)    124 01 24.     (W)     SCALED    
 QE2718* NAVD 88     -        17.043  (meters)      55.92   (feet)  ADJUSTED  
 QE2718  ___________________________________________________________________
 QE2718  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 QE2718  DYNAMIC HT  -          17.042 (meters)      55.91  (feet)  COMP
 QE2718  MODELED GRAV-     980,582.4   (mgal)                       NAVD 88
 QE2718
 QE2718  VERT ORDER  -  SECOND    CLASS I
 QE2718
 QE2718.The horizontal coordinates were scaled from a topographic map and have
 QE2718.an estimated accuracy of +/- 6 seconds.
 QE2718
 QE2718.The orthometric height was determined by differential leveling
 QE2718.and adjusted in August 1995.
 QE2718
 QE2718.The geoid height was determined by GEOID03.
 QE2718
 QE2718.The dynamic height is computed by dividing the NAVD 88
 QE2718.geopotential number by the normal gravity value computed on the
 QE2718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE2718.degrees latitude (g = 980.6199 gals.).
 QE2718
 QE2718.The modeled gravity was interpolated from observed gravity values.
 QE2718
 QE2718;                    North         East    Units  Estimated Accuracy
 QE2718;SPC OR N     -    99,300.    2,219,920.      MT  (+/- 180 meters Scaled)
 QE2718
 QE2718                          SUPERSEDED SURVEY CONTROL
 QE2718
 QE2718.No superseded survey control is available for this station.
 QE2718
 QE2718_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ186285(NAD 83)
 QE2718_MARKER: DB = BENCH MARK DISK
 QE2718_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QE2718_SP_SET: COPPER-CLAD STEEL ROD
 QE2718_STAMPING: 35 KJO 1979 53
 QE2718_MARK LOGO: USGS  
 QE2718_PROJECTION: PROJECTING 8 CENTIMETERS
 QE2718_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE2718_ROD/PIPE-DEPTH: 6.40 meters
 QE2718
 QE2718  HISTORY     - Date     Condition        Report By
 QE2718  HISTORY     - 1979     MONUMENTED       USGS
 QE2718
 QE2718                          STATION DESCRIPTION
 QE2718
 QE2718'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 QE2718'5.1 KM (3.20 MI) EAST FROM ONA BEACH STATE PARK.
 QE2718'ONA BENCH STATE PARK, 3.21 MI E OF.  217 FT W OF NW CORNER OF GRANGE
 QE2718'HALL AT ONA, 53 FT W OF RD JCT, 29 FT SW OF CENTERLINE OF RD, 1 FT W
 QE2718'OF ONA SIGN POST.
 QE2718'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0351 ***********************************************************************
 NX0351  DESIGNATION -  35 LRC
 NX0351  PID         -  NX0351
 NX0351  STATE/COUNTY-  OR/HARNEY
 NX0351  USGS QUAD   -  CORPORATION RIM (1980)
 NX0351
 NX0351                         *CURRENT SURVEY CONTROL
 NX0351  ___________________________________________________________________
 NX0351* NAD 83(1986)-  42 51 01.     (N)    119 42 39.     (W)     SCALED    
 NX0351* NAVD 88     -      1498.231  (meters)    4915.45   (feet)  ADJUSTED  
 NX0351  ___________________________________________________________________
 NX0351  GEOID HEIGHT-         -19.86  (meters)                     GEOID03
 NX0351  DYNAMIC HT  -        1497.338 (meters)    4912.52  (feet)  COMP
 NX0351  MODELED GRAV-     979,971.7   (mgal)                       NAVD 88
 NX0351
 NX0351  VERT ORDER  -  SECOND    CLASS 0
 NX0351
 NX0351.The horizontal coordinates were scaled from a topographic map and have
 NX0351.an estimated accuracy of +/- 6 seconds.
 NX0351
 NX0351.The orthometric height was determined by differential leveling
 NX0351.and adjusted in August 1995.
 NX0351
 NX0351.The geoid height was determined by GEOID03.
 NX0351
 NX0351.The dynamic height is computed by dividing the NAVD 88
 NX0351.geopotential number by the normal gravity value computed on the
 NX0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0351.degrees latitude (g = 980.6199 gals.).
 NX0351
 NX0351.The modeled gravity was interpolated from observed gravity values.
 NX0351
 NX0351;                    North         East    Units  Estimated Accuracy
 NX0351;SPC OR S     -   131,780.    1,564,500.      MT  (+/- 180 meters Scaled)
 NX0351
 NX0351                          SUPERSEDED SURVEY CONTROL
 NX0351
 NX0351.No superseded survey control is available for this station.
 NX0351
 NX0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKH785477(NAD 83)
 NX0351_MARKER: DB = BENCH MARK DISK
 NX0351_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NX0351+WITH SETTING: INFORMATION.
 NX0351_SP_SET: METAL ROD DRIVEN INTO GROUND
 NX0351_STAMPING: 35 LRC 1970 4911
 NX0351_MARK LOGO: USGS  
 NX0351_MAGNETIC: I = MARKER IS A STEEL ROD
 NX0351_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NX0351
 NX0351  HISTORY     - Date     Condition        Report By
 NX0351  HISTORY     - 1970     MONUMENTED       USGS
 NX0351
 NX0351                          STATION DESCRIPTION
 NX0351
 NX0351'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NX0351'FROM WAGONTIRE, OREGON, PROCEED 4.5 MILES SOUTHWEST ALONG U S HIGHWAY
 NX0351'395 TO DRY VALLEY ROAD, THENCE 29.7 MILES SOUTH ALONG DRY VALLEY ROAD
 NX0351'TO A ROAD FORK, THENCE 1.5 MILES SOUTH ALONG WARNER VALLEY ROAD,
 NX0351'OPPOSITE A RED FENCE POST, 3.3 MILES NORTH OF WARNER VALLEY, 47 FEET
 NX0351'SOUTHWEST OF AND 1 FOOT HIGHER THAN THE CENTERLINE OF THE ROAD, 2
 NX0351'FEET EAST OF A WITNESS POST.  THE ROD DEPTH IS UNKNOWN AND FLUSH WITH
 NX0351'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1094 ***********************************************************************
 QD1094  DESIGNATION -  350
 QD1094  PID         -  QD1094
 QD1094  STATE/COUNTY-  OR/LINN
 QD1094  USGS QUAD   -  THREE FINGERED JACK (1988)
 QD1094
 QD1094                         *CURRENT SURVEY CONTROL
 QD1094  ___________________________________________________________________
 QD1094* NAD 83(1986)-  44 25 20.     (N)    121 51 31.     (W)     SCALED    
 QD1094* NAVD 88     -      1451.454  (meters)    4761.98   (feet)  ADJUSTED  
 QD1094  ___________________________________________________________________
 QD1094  GEOID HEIGHT-         -21.14  (meters)                     GEOID03
 QD1094  DYNAMIC HT  -        1450.900 (meters)    4760.16  (feet)  COMP
 QD1094  MODELED GRAV-     980,184.4   (mgal)                       NAVD 88
 QD1094
 QD1094  VERT ORDER  -  FIRST     CLASS II
 QD1094
 QD1094.The horizontal coordinates were scaled from a topographic map and have
 QD1094.an estimated accuracy of +/- 6 seconds.
 QD1094
 QD1094.The orthometric height was determined by differential leveling
 QD1094.and adjusted in June 1991.
 QD1094
 QD1094.The geoid height was determined by GEOID03.
 QD1094
 QD1094.The dynamic height is computed by dividing the NAVD 88
 QD1094.geopotential number by the normal gravity value computed on the
 QD1094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1094.degrees latitude (g = 980.6199 gals.).
 QD1094
 QD1094.The modeled gravity was interpolated from observed gravity values.
 QD1094
 QD1094;                    North         East    Units  Estimated Accuracy
 QD1094;SPC OR N     -    84,870.    2,391,810.      MT  (+/- 180 meters Scaled)
 QD1094
 QD1094                          SUPERSEDED SURVEY CONTROL
 QD1094
 QD1094  NGVD 29 (??/??/92) 1450.240  (m)         4758.00   (f) ADJ UNCH    1 2
 QD1094
 QD1094.Superseded values are not recommended for survey control.
 QD1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1094.See file dsdata.txt to determine how the superseded data were derived.
 QD1094
 QD1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ908194(NAD 83)
 QD1094_MARKER: DD = SURVEY DISK
 QD1094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD1094_SP_SET: CONCRETE POST
 QD1094_STAMPING: 23 350 4758 1934
 QD1094_MARK LOGO: BPR   
 QD1094_PROJECTION: FLUSH
 QD1094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD1094+STABILITY: SURFACE MOTION
 QD1094
 QD1094  HISTORY     - Date     Condition        Report By
 QD1094  HISTORY     - 1934     MONUMENTED       BPR
 QD1094  HISTORY     - 1941     GOOD             NGS
 QD1094  HISTORY     - 1987     GOOD             NGS
 QD1094
 QD1094                          STATION DESCRIPTION
 QD1094
 QD1094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QD1094'5.45 MI E FROM SANTIAM JUNCTION.
 QD1094'5.45 MILES EAST ON SANTIAM HIGHWAY 69 FEET NORTH OF HIGHWAY, AT WEST
 QD1094'TOE OF CUTBANK, 57 FEET NORTHWEST OF WEST END OF CUT.  WITNESS POST
 QD1094'SET.
 QD1094
 QD1094                          STATION RECOVERY (1987)
 QD1094
 QD1094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QD1094'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  33.4 KM
 QD1094'(20.75 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 20 FROM ITS JUNCTION WITH
 QD1094'FIR STREET IN SISTERS, 24.5 M (80.4 FT) NORTH OF THE CENTER OF THE
 QD1094'HIGHWAY, AND 0.3 M (1.0 FT) SOUTHWEST OF THE BASE OF A DIRT BANK.
 QD1094'THE MARK IS 0.5 METERS  SSE FROM  A WITNESS POST
 QD1094'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0075 ***********************************************************************
 PA0075  DESIGNATION -  3508
 PA0075  PID         -  PA0075
 PA0075  STATE/COUNTY-  OR/HARNEY
 PA0075  USGS QUAD   -  DREWSEY (1990)
 PA0075
 PA0075                         *CURRENT SURVEY CONTROL
 PA0075  ___________________________________________________________________
 PA0075* NAD 83(1986)-  43 48 31.     (N)    118 22 35.     (W)     SCALED    
 PA0075* NAVD 88     -      1072.884  (meters)    3519.95   (feet)  ADJUSTED  
 PA0075  ___________________________________________________________________
 PA0075  GEOID HEIGHT-         -18.36  (meters)                     GEOID03
 PA0075  DYNAMIC HT  -        1072.433 (meters)    3518.47  (feet)  COMP
 PA0075  MODELED GRAV-     980,162.0   (mgal)                       NAVD 88
 PA0075
 PA0075  VERT ORDER  -  FIRST     CLASS II
 PA0075
 PA0075.The horizontal coordinates were scaled from a topographic map and have
 PA0075.an estimated accuracy of +/- 6 seconds.
 PA0075
 PA0075.The orthometric height was determined by differential leveling
 PA0075.and adjusted in June 1991.
 PA0075
 PA0075.The geoid height was determined by GEOID03.
 PA0075
 PA0075.The dynamic height is computed by dividing the NAVD 88
 PA0075.geopotential number by the normal gravity value computed on the
 PA0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0075.degrees latitude (g = 980.6199 gals.).
 PA0075
 PA0075.The modeled gravity was interpolated from observed gravity values.
 PA0075
 PA0075;                    North         East    Units  Estimated Accuracy
 PA0075;SPC OR S     -   240,110.    1,670,850.      MT  (+/- 180 meters Scaled)
 PA0075
 PA0075                          SUPERSEDED SURVEY CONTROL
 PA0075
 PA0075  NGVD 29 (??/??/92) 1071.768  (m)         3516.29   (f) ADJ UNCH    1 2
 PA0075
 PA0075.Superseded values are not recommended for survey control.
 PA0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0075.See file dsdata.txt to determine how the superseded data were derived.
 PA0075
 PA0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ892515(NAD 83)
 PA0075_MARKER: P = PIPE CAP
 PA0075_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PA0075_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PA0075_STAMPING: 3516.480 H 1903
 PA0075_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PA0075
 PA0075  HISTORY     - Date     Condition        Report By
 PA0075  HISTORY     - 1903     MONUMENTED       USGS
 PA0075  HISTORY     - 1944     GOOD             NGS
 PA0075  HISTORY     - 1987     POOR             USPSQD
 PA0075
 PA0075                          STATION DESCRIPTION
 PA0075
 PA0075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 PA0075'IN DREWSEY.
 PA0075'AT DREWSEY, NEAR A T ROAD, SET IN LINE WITH THE WEST SIDE OF THE POST
 PA0075'OFFICE AND JUST NORTH OF THE BUILDING, 42 FEET EAST OF THE CENTER-LINE
 PA0075'OF THE NORTH-SOUTH ROAD, NEAR THE SOUTHWEST CORNER OF AN OLD ABANDONED
 PA0075'BUILDING.  A U. S. G. S. CAP RIVITED ON TOP OF A 3 1/2-INCH IRON PIPE
 PA0075'AND PROJECTING ABOUT 1 FOOT ABOVE THE GROUND.
 PA0075
 PA0075                          STATION RECOVERY (1987)
 PA0075
 PA0075'RECOVERY NOTE BY US POWER SQUADRON 1987 (DMP)
 PA0075'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0835 ***********************************************************************
 QB0835  DESIGNATION -  3519
 QB0835  PID         -  QB0835
 QB0835  STATE/COUNTY-  OR/BAKER
 QB0835  USGS QUAD   -  BOWEN VALLEY (1993)
 QB0835
 QB0835                         *CURRENT SURVEY CONTROL
 QB0835  ___________________________________________________________________
 QB0835* NAD 83(1986)-  44 43 58.     (N)    117 50 25.     (W)     SCALED    
 QB0835* NAVD 88     -      1071.810  (meters)    3516.43   (feet)  ADJUSTED  
 QB0835  ___________________________________________________________________
 QB0835  GEOID HEIGHT-         -17.11  (meters)                     GEOID03
 QB0835  DYNAMIC HT  -        1071.441 (meters)    3515.22  (feet)  COMP
 QB0835  MODELED GRAV-     980,236.4   (mgal)                       NAVD 88
 QB0835
 QB0835  VERT ORDER  -  FIRST     CLASS II
 QB0835
 QB0835.The horizontal coordinates were scaled from a topographic map and have
 QB0835.an estimated accuracy of +/- 6 seconds.
 QB0835
 QB0835.The orthometric height was determined by differential leveling
 QB0835.and adjusted in June 1991.
 QB0835
 QB0835.The geoid height was determined by GEOID03.
 QB0835
 QB0835.The dynamic height is computed by dividing the NAVD 88
 QB0835.geopotential number by the normal gravity value computed on the
 QB0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0835.degrees latitude (g = 980.6199 gals.).
 QB0835
 QB0835.The modeled gravity was interpolated from observed gravity values.
 QB0835
 QB0835;                    North         East    Units  Estimated Accuracy
 QB0835;SPC OR N     -   121,940.    2,710,630.      MT  (+/- 180 meters Scaled)
 QB0835
 QB0835                          SUPERSEDED SURVEY CONTROL
 QB0835
 QB0835  NGVD 29 (??/??/92) 1070.650  (m)         3512.62   (f) ADJ UNCH    1 2
 QB0835
 QB0835.Superseded values are not recommended for survey control.
 QB0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0835.See file dsdata.txt to determine how the superseded data were derived.
 QB0835
 QB0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK334536(NAD 83)
 QB0835_MARKER: P = PIPE CAP
 QB0835_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QB0835_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QB0835_STAMPING: 3519 B C
 QB0835_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB0835
 QB0835  HISTORY     - Date     Condition        Report By
 QB0835  HISTORY     - UNK      MONUMENTED       USGS
 QB0835  HISTORY     - 1944     GOOD             NGS
 QB0835
 QB0835                          STATION DESCRIPTION
 QB0835
 QB0835'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 QB0835'3.6 MI S FROM BAKER.
 QB0835'3.4 MILES SOUTH ALONG STATE HIGHWAY NO. 7 FROM THE POST OFFICE AT
 QB0835'BAKER, THENCE 0.2 MILE WEST ACROSS THE OPEN FIELD, SET IN A CULTIVATED
 QB0835'FIELD, ABOUT 0.15 MILE SOUTHWEST OF A SMALL UNPAINTED FARM HOUSE
 QB0835'LOCATED AT THE WEST END OF A PRIVATE GRAVELED LANE LEADING FROM THE
 QB0835'HIGHWAY, 44 FEET EAST OF CENTER-LINE OF THE OLD HIGHWAY, 2.6 FEET
 QB0835'SOUTH OF REFERENCE POST.  BENCH MARK CAP RIVETED ON TOP A 3 1/2-INCH
 QB0835'IRON PIPE AND PROJECTING ABOUT 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0078 ***********************************************************************
 PA0078  DESIGNATION -  3523
 PA0078  PID         -  PA0078
 PA0078  STATE/COUNTY-  OR/HARNEY
 PA0078  USGS QUAD   -  DRINKWATER PASS (1990)
 PA0078
 PA0078                         *CURRENT SURVEY CONTROL
 PA0078  ___________________________________________________________________
 PA0078* NAD 83(1986)-  43 49 13.     (N)    118 19 29.     (W)     SCALED    
 PA0078* NAVD 88     -      1077.348  (meters)    3534.60   (feet)  ADJUSTED  
 PA0078  ___________________________________________________________________
 PA0078  GEOID HEIGHT-         -18.31  (meters)                     GEOID03
 PA0078  DYNAMIC HT  -        1076.892 (meters)    3533.10  (feet)  COMP
 PA0078  MODELED GRAV-     980,159.2   (mgal)                       NAVD 88
 PA0078
 PA0078  VERT ORDER  -  FIRST     CLASS II
 PA0078
 PA0078.The horizontal coordinates were scaled from a topographic map and have
 PA0078.an estimated accuracy of +/- 6 seconds.
 PA0078
 PA0078.The orthometric height was determined by differential leveling
 PA0078.and adjusted in June 1991.
 PA0078
 PA0078.The geoid height was determined by GEOID03.
 PA0078
 PA0078.The dynamic height is computed by dividing the NAVD 88
 PA0078.geopotential number by the normal gravity value computed on the
 PA0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0078.degrees latitude (g = 980.6199 gals.).
 PA0078
 PA0078.The modeled gravity was interpolated from observed gravity values.
 PA0078
 PA0078;                    North         East    Units  Estimated Accuracy
 PA0078;SPC OR S     -   241,510.    1,674,970.      MT  (+/- 180 meters Scaled)
 PA0078
 PA0078                          SUPERSEDED SURVEY CONTROL
 PA0078
 PA0078  NGVD 29 (??/??/92) 1076.227  (m)         3530.92   (f) ADJ UNCH    1 2
 PA0078
 PA0078.Superseded values are not recommended for survey control.
 PA0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0078.See file dsdata.txt to determine how the superseded data were derived.
 PA0078
 PA0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ934527(NAD 83)
 PA0078_MARKER: P = PIPE CAP
 PA0078_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PA0078_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PA0078_STAMPING: 3531.098 H 1903
 PA0078_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PA0078
 PA0078  HISTORY     - Date     Condition        Report By
 PA0078  HISTORY     - 1903     MONUMENTED       USGS
 PA0078  HISTORY     - 1944     GOOD             NGS
 PA0078
 PA0078                          STATION DESCRIPTION
 PA0078
 PA0078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 PA0078'3.4 MI NE FROM DREWSEY.
 PA0078'3.4 MILES NORTHEAST ALONG THE DREWSEY-BEULAH ROAD FROM THE POST OFFICE
 PA0078'AT DREWSEY, SET AT THE EAST END OF A S CURVE, NEAR 2 WOODEN BRIDGES,
 PA0078'82 FEET SOUTH OF THE CENTER-LINE OF THE ROAD, 76 FEET SOUTH-SOUTHEAST
 PA0078'OF THE SOUTHEAST CORNER OF THE EAST-MOST BRIDGE, 28.5 FEET
 PA0078'NORTH-NORTHEAST OF THE FENCE, 1.7 FEET EAST OF REFERENCE POST. A U. S.
 PA0078'G. S. BENCH MARK CAP RIVETED ON TOP A 3 1/2-INCH IRON PIPE AND
 PA0078'PROJECTING ABOUT 1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0986 ***********************************************************************
 QD0986  DESIGNATION -  3525.30
 QD0986  PID         -  QD0986
 QD0986  STATE/COUNTY-  OR/LANE
 QD0986  USGS QUAD   -  LINTON LAKE (1988)
 QD0986
 QD0986                         *CURRENT SURVEY CONTROL
 QD0986  ___________________________________________________________________
 QD0986* NAD 83(1986)-  44 10 33.     (N)    121 54 55.     (W)     SCALED    
 QD0986* NAVD 88     -      1075.748  (meters)    3529.35   (feet)  POSTED    
 QD0986  ___________________________________________________________________
 QD0986  GEOID HEIGHT-         -21.08  (meters)                     GEOID03
 QD0986  DYNAMIC HT  -        1075.340 (meters)    3528.01  (feet)  COMP
 QD0986  MODELED GRAV-     980,205.6   (mgal)                       NAVD 88
 QD0986
 QD0986  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 QD0986
 QD0986.The horizontal coordinates were scaled from a topographic map and have
 QD0986.an estimated accuracy of +/- 6 seconds.
 QD0986
 QD0986.The orthometric height was determined by differential leveling
 QD0986.and adjusted by the  in 1992.
 QD0986.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 QD0986.rate of 1.1 thru 2.0 mm/km.
 QD0986
 QD0986.The geoid height was determined by GEOID03.
 QD0986
 QD0986.The dynamic height is computed by dividing the NAVD 88
 QD0986.geopotential number by the normal gravity value computed on the
 QD0986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0986.degrees latitude (g = 980.6199 gals.).
 QD0986
 QD0986.The modeled gravity was interpolated from observed gravity values.
 QD0986
 QD0986;                    North         East    Units  Estimated Accuracy
 QD0986;SPC OR S     -   279,700.    1,386,820.      MT  (+/- 180 meters Scaled)
 QD0986
 QD0986                          SUPERSEDED SURVEY CONTROL
 QD0986
 QD0986  NGVD 29 (??/??/92) 1074.549  (m)         3525.42   (f) ADJ UNCH    1 2
 QD0986
 QD0986.Superseded values are not recommended for survey control.
 QD0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0986.See file dsdata.txt to determine how the superseded data were derived.
 QD0986
 QD0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP867919(NAD 83)
 QD0986_MARKER: N = NAIL
 QD0986_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QD0986_SP_SET: TREE ROOT
 QD0986_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0986
 QD0986  HISTORY     - Date     Condition        Report By
 QD0986  HISTORY     - UNK      MONUMENTED       USGS
 QD0986  HISTORY     - 1943     GOOD             NGS
 QD0986
 QD0986                          STATION DESCRIPTION
 QD0986
 QD0986'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QD0986'11.4 MI SW FROM MCKENZIE PASS.
 QD0986'THIS MARK IS ABOUT 11.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 28 FROM
 QD0986'MCKENZIE PASS, DESCHUTES COUNTY, 15.2 MILES EAST OF MCKENZIE BRIDGE,
 QD0986'SET AT THE LOWER ALDER SPRINGS, IN THE ROOT OF A 30-INCH FIR TREE, ON
 QD0986'THE EAST SIDE, 7.0 FEET SOUTHEAST OF A MASONRY WATER FOUNTAIN, 42.0
 QD0986'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 5.7 FEET SOUTH SOUTHEAST
 QD0986'OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0234 ***********************************************************************
 QD0234  DESIGNATION -  3534
 QD0234  PID         -  QD0234
 QD0234  STATE/COUNTY-  OR/CROOK
 QD0234  USGS QUAD   -  DRAKE BUTTE (1992)
 QD0234
 QD0234                         *CURRENT SURVEY CONTROL
 QD0234  ___________________________________________________________________
 QD0234* NAD 83(1986)-  44 07 22.     (N)    120 18 31.     (W)     SCALED    
 QD0234* NAVD 88     -      1078.416  (meters)    3538.10   (feet)  ADJUSTED  
 QD0234  ___________________________________________________________________
 QD0234  GEOID HEIGHT-         -19.45  (meters)                     GEOID03
 QD0234  DYNAMIC HT  -        1077.985 (meters)    3536.69  (feet)  COMP
 QD0234  MODELED GRAV-     980,181.7   (mgal)                       NAVD 88
 QD0234
 QD0234  VERT ORDER  -  FIRST     CLASS II
 QD0234
 QD0234.The horizontal coordinates were scaled from a topographic map and have
 QD0234.an estimated accuracy of +/- 6 seconds.
 QD0234
 QD0234.The orthometric height was determined by differential leveling
 QD0234.and adjusted in June 1991.
 QD0234
 QD0234.The geoid height was determined by GEOID03.
 QD0234
 QD0234.The dynamic height is computed by dividing the NAVD 88
 QD0234.geopotential number by the normal gravity value computed on the
 QD0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0234.degrees latitude (g = 980.6199 gals.).
 QD0234
 QD0234.The modeled gravity was interpolated from observed gravity values.
 QD0234
 QD0234;                    North         East    Units  Estimated Accuracy
 QD0234;SPC OR S     -   272,860.    1,515,320.      MT  (+/- 180 meters Scaled)
 QD0234
 QD0234                          SUPERSEDED SURVEY CONTROL
 QD0234
 QD0234  NGVD 29 (??/??/92) 1077.24   (m)         3534.2    (f) COMPUTED    1 2
 QD0234
 QD0234.Superseded values are not recommended for survey control.
 QD0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0234.See file dsdata.txt to determine how the superseded data were derived.
 QD0234
 QD0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGP153890(NAD 83)
 QD0234_MARKER: P = PIPE CAP
 QD0234_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QD0234_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QD0234_STAMPING: 3534.293 H 1903
 QD0234_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0234
 QD0234  HISTORY     - Date     Condition        Report By
 QD0234  HISTORY     - 1903     MONUMENTED       USGS
 QD0234  HISTORY     - 1935     GOOD             NGS
 QD0234
 QD0234                          STATION DESCRIPTION
 QD0234
 QD0234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 QD0234'10.2 MI E FROM POST.
 QD0234'10.2 MILES EAST ALONG THE OLD PRINEVILLE-PAULINA ROAD FROM POST, CROOK
 QD0234'COUNTY, 1.1 MILES EAST OF A T-ROAD SOUTH TO PINE CREEK RANGER STATION,
 QD0234'ON THE SOUTH SLOPE OF A SMALL KNOLL ON THE NORTH SIDE OF THE ROAD, 304
 QD0234'FEET WEST OF A FENCE CORNER WHICH IS AT THE SOUTH EDGE OF THE ROAD, 48
 QD0234'FEET NORTH OF A WASH, 18 FEET NORTH OF THE ROAD CENTERLINE. A UNITED
 QD0234'STATES GEOLOGICAL SURVEY STANDARD CAP STAMPED 3534.293 H 1903 AND
 QD0234'RIVETED TO A 3 1/2 INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0235 ***********************************************************************
 QD0235  DESIGNATION -  3534 RESET
 QD0235  PID         -  QD0235
 QD0235  STATE/COUNTY-  OR/CROOK
 QD0235  USGS QUAD   -  DRAKE BUTTE (1992)
 QD0235
 QD0235                         *CURRENT SURVEY CONTROL
 QD0235  ___________________________________________________________________
 QD0235* NAD 83(1986)-  44 07 22.     (N)    120 18 30.     (W)     SCALED    
 QD0235* NAVD 88     -      1078.41   (+/-2cm)    3538.1    (feet)  VERTCON   
 QD0235  ___________________________________________________________________
 QD0235  GEOID HEIGHT-         -19.45  (meters)                     GEOID03
 QD0235  VERT ORDER  -  FIRST     CLASS II (See Below)
 QD0235
 QD0235.The horizontal coordinates were scaled from a topographic map and have
 QD0235.an estimated accuracy of +/- 6 seconds.
 QD0235
 QD0235.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD0235.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD0235.The vertical order pertains to the NGVD 29 superseded value.
 QD0235
 QD0235.The geoid height was determined by GEOID03.
 QD0235
 QD0235;                    North         East    Units  Estimated Accuracy
 QD0235;SPC OR S     -   272,860.    1,515,340.      MT  (+/- 180 meters Scaled)
 QD0235
 QD0235                          SUPERSEDED SURVEY CONTROL
 QD0235
 QD0235  NGVD 29 (??/??/92) 1077.245  (m)         3534.26   (f) ADJ UNCH    1 2
 QD0235
 QD0235.Superseded values are not recommended for survey control.
 QD0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0235.See file dsdata.txt to determine how the superseded data were derived.
 QD0235
 QD0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGP153890(NAD 83)
 QD0235_MARKER: Z = SEE DESCRIPTION
 QD0235_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QD0235_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QD0235_STAMPING: 3534.293 H 1903 RESET 1941
 QD0235_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0235
 QD0235  HISTORY     - Date     Condition        Report By
 QD0235  HISTORY     - 1941     MONUMENTED       USGS
 QD0235  HISTORY     - 1941     GOOD             NGS
 QD0235
 QD0235                          STATION DESCRIPTION
 QD0235
 QD0235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QD0235'10.2 MI E FROM POST.
 QD0235'MARK IS LOCATED ABOUT 10.2 MILES EAST OF POST, ALONG THE OLD SOUTH
 QD0235'SIDE CROOKED RIVER ROAD TO PAULINA, NEAR THE OLD REMAINS OF KELL
 QD0235'PLACE, ABOUT 0.2 MILE EAST OF CROSS ROAD, 20 FEET NORTH OF THE CENTER
 QD0235'OF ROAD.  WITNESS POST SET BY MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0468 ***********************************************************************
 QD0468  DESIGNATION -  3535
 QD0468  PID         -  QD0468
 QD0468  STATE/COUNTY-  OR/WASCO
 QD0468  USGS QUAD   -  HASTINGS PEAK (1987)
 QD0468
 QD0468                         *CURRENT SURVEY CONTROL
 QD0468  ___________________________________________________________________
 QD0468* NAD 83(1986)-  44 54 09.     (N)    120 37 17.     (W)     SCALED    
 QD0468* NAVD 88     -      1078.861  (meters)    3539.56   (feet)  ADJUSTED  
 QD0468  ___________________________________________________________________
 QD0468  GEOID HEIGHT-         -20.43  (meters)                     GEOID03
 QD0468  DYNAMIC HT  -        1078.561 (meters)    3538.58  (feet)  COMP
 QD0468  MODELED GRAV-     980,301.5   (mgal)                       NAVD 88
 QD0468
 QD0468  VERT ORDER  -  FIRST     CLASS II
 QD0468
 QD0468.The horizontal coordinates were scaled from a topographic map and have
 QD0468.an estimated accuracy of +/- 6 seconds.
 QD0468
 QD0468.The orthometric height was determined by differential leveling
 QD0468.and adjusted in June 1991.
 QD0468
 QD0468.The geoid height was determined by GEOID03.
 QD0468
 QD0468.The dynamic height is computed by dividing the NAVD 88
 QD0468.geopotential number by the normal gravity value computed on the
 QD0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0468.degrees latitude (g = 980.6199 gals.).
 QD0468
 QD0468.The modeled gravity was interpolated from observed gravity values.
 QD0468
 QD0468;                    North         East    Units  Estimated Accuracy
 QD0468;SPC OR N     -   137,340.    2,490,410.      MT  (+/- 180 meters Scaled)
 QD0468
 QD0468                          SUPERSEDED SURVEY CONTROL
 QD0468
 QD0468  NGVD 29 (??/??/92) 1077.694  (m)         3535.73   (f) ADJ UNCH    1 2
 QD0468
 QD0468.Superseded values are not recommended for survey control.
 QD0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0468.See file dsdata.txt to determine how the superseded data were derived.
 QD0468
 QD0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ877748(NAD 83)
 QD0468_MARKER: P = PIPE CAP
 QD0468_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QD0468_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QD0468_STAMPING: 3535 1914 ORE
 QD0468_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0468
 QD0468  HISTORY     - Date     Condition        Report By
 QD0468  HISTORY     - 1914     MONUMENTED       USGS
 QD0468  HISTORY     - 1943     GOOD             NGS
 QD0468
 QD0468                          STATION DESCRIPTION
 QD0468
 QD0468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QD0468'5.9 MI E FROM ANTELOPE.
 QD0468'THIS MARK IS ABOUT 5.9 MILES EAST ALONG THE ANTELOPE-FOSSIL ROAD FROM
 QD0468'THE POST OFFICE AT ANTELOPE, WASCO COUNTY, SET AT AN ABANDON RANCH,
 QD0468'72.0 FEET NORTH OF THE NORTH SIDE OF THE RANCH HOUSE, 97.0 FEET WEST
 QD0468'OF THE NORTHWEST CORNER OF A SMALL BUILDING, 1.0 FOOT NORTH OF A
 QD0468'EAST-WEST FENCE, ON THE SOUTH EDGE OF THE OLD ROAD, 280.0 FEET SOUTH
 QD0468'OF THE CENTER LINE OF THE ROAD, PROJECTING ABOUT 7-INCHES ABOVE THE
 QD0468'GROUND, 2.5 FEET SOUTHEAST OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0133 ***********************************************************************
 QC0133  DESIGNATION -  3536
 QC0133  PID         -  QC0133
 QC0133  STATE/COUNTY-  OR/GRANT
 QC0133  USGS QUAD   -  PRAIRIE CITY (1996)
 QC0133
 QC0133                         *CURRENT SURVEY CONTROL
 QC0133  ___________________________________________________________________
 QC0133* NAD 83(1986)-  44 27 41.     (N)    118 42 56.     (W)     SCALED    
 QC0133* NAVD 88     -      1079.03   (+/-2cm)    3540.1    (feet)  VERTCON   
 QC0133  ___________________________________________________________________
 QC0133  GEOID HEIGHT-         -17.89  (meters)                     GEOID03
 QC0133  VERT ORDER  -  ? (See Below)
 QC0133
 QC0133.The horizontal coordinates were scaled from a topographic map and have
 QC0133.an estimated accuracy of +/- 6 seconds.
 QC0133
 QC0133.The NAVD 88 height was computed by applying the VERTCON shift value to
 QC0133.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QC0133.The vertical order pertains to the NGVD 29 superseded value.
 QC0133
 QC0133.The geoid height was determined by GEOID03.
 QC0133
 QC0133;                    North         East    Units  Estimated Accuracy
 QC0133;SPC OR N     -    89,880.    2,641,990.      MT  (+/- 180 meters Scaled)
 QC0133
 QC0133                          SUPERSEDED SURVEY CONTROL
 QC0133
 QC0133  NGVD 29 (??/??/92) 1077.826  (m)         3536.17   (f) ADJ UNCH    ?  
 QC0133
 QC0133.Superseded values are not recommended for survey control.
 QC0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0133.See file dsdata.txt to determine how the superseded data were derived.
 QC0133
 QC0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK635245(NAD 83)
 QC0133_MARKER: DD = SURVEY DISK
 QC0133_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QC0133_SP_SET: BRIDGE ABUTMENT
 QC0133_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QC0133
 QC0133  HISTORY     - Date     Condition        Report By
 QC0133  HISTORY     - UNK      MONUMENTED       ORHD
 QC0133  HISTORY     - 1930     GOOD             NGS
 QC0133  HISTORY     - 1985     MARK NOT FOUND   NGS
 QC0133
 QC0133                          STATION DESCRIPTION
 QC0133
 QC0133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1930
 QC0133'IN PRAIRIE CITY.
 QC0133'AT PRAIRIE CITY, GRANT COUNTY, ON THE JOHN DAY HIGHWAY (U.S. 28), IN
 QC0133'THE WEST PART OF TOWN, AT THE EASTERMOST CORNER OF THE BRIDGE OVER
 QC0133'DIXIE CREEK, AND ON THE TOP OF THE ABUTMENT.  TWO CHISELED CROSSES
 QC0133'FORMING A SQUARE.
 QC0133
 QC0133                          STATION RECOVERY (1985)
 QC0133
 QC0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QC0133'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0460 ***********************************************************************
 QD0460  DESIGNATION -  3537
 QD0460  PID         -  QD0460
 QD0460  STATE/COUNTY-  OR/WASCO
 QD0460  USGS QUAD   -  ARRASTRA BUTTE (1987)
 QD0460
 QD0460                         *CURRENT SURVEY CONTROL
 QD0460  ___________________________________________________________________
 QD0460* NAD 83(1986)-  44 51 36.     (N)    120 35 43.     (W)     SCALED    
 QD0460* NAVD 88     -      1079.113  (meters)    3540.39   (feet)  ADJUSTED  
 QD0460  ___________________________________________________________________
 QD0460  GEOID HEIGHT-         -20.43  (meters)                     GEOID03
 QD0460  DYNAMIC HT  -        1078.825 (meters)    3539.45  (feet)  COMP
 QD0460  MODELED GRAV-     980,312.4   (mgal)                       NAVD 88
 QD0460
 QD0460  VERT ORDER  -  FIRST     CLASS II
 QD0460
 QD0460.The horizontal coordinates were scaled from a topographic map and have
 QD0460.an estimated accuracy of +/- 6 seconds.
 QD0460
 QD0460.The orthometric height was determined by differential leveling
 QD0460.and adjusted in June 1991.
 QD0460
 QD0460.The geoid height was determined by GEOID03.
 QD0460
 QD0460.The dynamic height is computed by dividing the NAVD 88
 QD0460.geopotential number by the normal gravity value computed on the
 QD0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0460.degrees latitude (g = 980.6199 gals.).
 QD0460
 QD0460.The modeled gravity was interpolated from observed gravity values.
 QD0460
 QD0460;                    North         East    Units  Estimated Accuracy
 QD0460;SPC OR N     -   132,610.    2,492,470.      MT  (+/- 180 meters Scaled)
 QD0460
 QD0460                          SUPERSEDED SURVEY CONTROL
 QD0460
 QD0460  NGVD 29 (??/??/92) 1077.994  (m)         3536.72   (f) ADJ UNCH    1 2
 QD0460
 QD0460.Superseded values are not recommended for survey control.
 QD0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0460.See file dsdata.txt to determine how the superseded data were derived.
 QD0460
 QD0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ899702(NAD 83)
 QD0460_MARKER: P = PIPE CAP
 QD0460_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QD0460_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QD0460_STAMPING: 3537 1915
 QD0460_MARK LOGO: USGS  
 QD0460_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0460
 QD0460  HISTORY     - Date     Condition        Report By
 QD0460  HISTORY     - 1915     MONUMENTED       USGS
 QD0460  HISTORY     - 1936     GOOD             NGS
 QD0460  HISTORY     - 1987     GOOD             NGS
 QD0460
 QD0460                          STATION DESCRIPTION
 QD0460
 QD0460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 QD0460'10.1 MI SE FROM ANTELOPE.
 QD0460'10.1 MILES SOUTHEAST OF ANTELOPE HOSECART HOUSE.  ALONG
 QD0460'MITCHELL-ANTELOPE VIA MUDDY RANCH ROAD.  8.3 MILES NORTHWEST OF MUDDY
 QD0460'RANCH HOUSE.  ON TOP OF SUMMIT AFTER LEAVING CURRENT CREEK.  0.27
 QD0460'MILES EAST OF SMALL HOUSE ON HOWELL PLACE.  30 FEET SOUTH OF CENTER
 QD0460'LINE OF ROAD.
 QD0460
 QD0460                          STATION RECOVERY (1987)
 QD0460
 QD0460'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QD0460'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  6.0 KM
 QD0460'(3.75 MI) EAST ALONG STATE HIGHWAY 218 FROM THE POST OFFICE IN
 QD0460'ANTELOPE, THENCE 4.6 KM (2.85 MI) SOUTH ALONG COLD CAMP ROAD, THENCE
 QD0460'5.4 KM (3.35 MI) SOUTHEAST ALONG MUDDY ROAD, 7.2 M (23.6 FT)
 QD0460'SOUTHEAST OF THE CENTER OF THE ROAD, 8.4 M (27.6 FT) NORTHWEST OF AN
 QD0460'ELECTRIC FENCE.
 QD0460'THE MARK IS 0.30 METERS  SW FROM  A WITNESS POST
 QD0460'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0246 ***********************************************************************
 QD0246  DESIGNATION -  3544 RESET
 QD0246  PID         -  QD0246
 QD0246  STATE/COUNTY-  OR/CROOK
 QD0246  USGS QUAD   -  ARROWWOOD POINT (1992)
 QD0246
 QD0246                         *CURRENT SURVEY CONTROL
 QD0246  ___________________________________________________________________
 QD0246* NAD 83(1986)-  44 06 45.     (N)    120 11 56.     (W)     SCALED    
 QD0246* NAVD 88     -      1081.493  (meters)    3548.20   (feet)  ADJUSTED  
 QD0246  ___________________________________________________________________
 QD0246  GEOID HEIGHT-         -19.43  (meters)                     GEOID03
 QD0246  DYNAMIC HT  -        1081.068 (meters)    3546.80  (feet)  COMP
 QD0246  MODELED GRAV-     980,189.3   (mgal)                       NAVD 88
 QD0246
 QD0246  VERT ORDER  -  FIRST     CLASS II
 QD0246
 QD0246.The horizontal coordinates were scaled from a topographic map and have
 QD0246.an estimated accuracy of +/- 6 seconds.
 QD0246
 QD0246.The orthometric height was determined by differential leveling
 QD0246.and adjusted in June 1991.
 QD0246
 QD0246.The geoid height was determined by GEOID03.
 QD0246
 QD0246.The dynamic height is computed by dividing the NAVD 88
 QD0246.geopotential number by the normal gravity value computed on the
 QD0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0246.degrees latitude (g = 980.6199 gals.).
 QD0246
 QD0246.The modeled gravity was interpolated from observed gravity values.
 QD0246
 QD0246;                    North         East    Units  Estimated Accuracy
 QD0246;SPC OR S     -   271,750.    1,524,110.      MT  (+/- 180 meters Scaled)
 QD0246
 QD0246                          SUPERSEDED SURVEY CONTROL
 QD0246
 QD0246  NGVD 29 (??/??/92) 1080.330  (m)         3544.38   (f) ADJ UNCH    1 2
 QD0246
 QD0246.Superseded values are not recommended for survey control.
 QD0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0246.See file dsdata.txt to determine how the superseded data were derived.
 QD0246
 QD0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGP241881(NAD 83)
 QD0246_MARKER: Z = SEE DESCRIPTION
 QD0246_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QD0246_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QD0246_STAMPING: 3544.422 1903 H RESET 1941
 QD0246_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0246
 QD0246  HISTORY     - Date     Condition        Report By
 QD0246  HISTORY     - 1941     MONUMENTED       USGS
 QD0246  HISTORY     - 1941     GOOD             NGS
 QD0246
 QD0246                          STATION DESCRIPTION
 QD0246
 QD0246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QD0246'14.2 MI W FROM PAULINA.
 QD0246'MARK IS LOCATED ABOUT 14.2 MILES WEST OF PAULINA, ALONG ROAD TO POST,
 QD0246'OPPOSITE MILLER RANCH HOUSE, 30 FEET SOUTH OF BRIDGE OVER MAURY CREEK,
 QD0246'42 FEET WEST OF CENTER OF HIGHWAY.  WITNESS POST SET BY MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0414 ***********************************************************************
 QD0414  DESIGNATION -  3545
 QD0414  PID         -  QD0414
 QD0414  STATE/COUNTY-  OR/WASCO
 QD0414  USGS QUAD   -  ANTELOPE (1987)
 QD0414
 QD0414                         *CURRENT SURVEY CONTROL
 QD0414  ___________________________________________________________________
 QD0414* NAD 83(1986)-  44 57 07.     (N)    120 43 36.     (W)     SCALED    
 QD0414* NAVD 88     -      1081.838  (meters)    3549.33   (feet)  ADJUSTED  
 QD0414  ___________________________________________________________________
 QD0414  GEOID HEIGHT-         -20.57  (meters)                     GEOID03
 QD0414  DYNAMIC HT  -        1081.554 (meters)    3548.40  (feet)  COMP
 QD0414  MODELED GRAV-     980,316.6   (mgal)                       NAVD 88
 QD0414
 QD0414  VERT ORDER  -  FIRST     CLASS II
 QD0414
 QD0414.The horizontal coordinates were scaled from a topographic map and have
 QD0414.an estimated accuracy of +/- 6 seconds.
 QD0414
 QD0414.The orthometric height was determined by differential leveling
 QD0414.and adjusted in June 1991.
 QD0414
 QD0414.The geoid height was determined by GEOID03.
 QD0414
 QD0414.The dynamic height is computed by dividing the NAVD 88
 QD0414.geopotential number by the normal gravity value computed on the
 QD0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0414.degrees latitude (g = 980.6199 gals.).
 QD0414
 QD0414.The modeled gravity was interpolated from observed gravity values.
 QD0414
 QD0414;                    North         East    Units  Estimated Accuracy
 QD0414;SPC OR N     -   142,850.    2,482,120.      MT  (+/- 180 meters Scaled)
 QD0414
 QD0414                          SUPERSEDED SURVEY CONTROL
 QD0414
 QD0414  NGVD 29 (??/??/92) 1080.70   (m)         3545.6    (f) COMPUTED    1 2
 QD0414
 QD0414.Superseded values are not recommended for survey control.
 QD0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0414.See file dsdata.txt to determine how the superseded data were derived.
 QD0414
 QD0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ793801(NAD 83)
 QD0414_MARKER: DD = SURVEY DISK
 QD0414_SETTING: 80 = SET IN A BOULDER
 QD0414_SP_SET: BOULDER
 QD0414_STAMPING: 3545 1930
 QD0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0414+STABILITY: SURFACE MOTION
 QD0414
 QD0414  HISTORY     - Date     Condition        Report By
 QD0414  HISTORY     - 1930     MONUMENTED       ORDT
 QD0414  HISTORY     - 1936     GOOD             NGS
 QD0414  HISTORY     - 1987     MARK NOT FOUND   NGS
 QD0414
 QD0414                          STATION DESCRIPTION
 QD0414
 QD0414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 QD0414'3.7 MI NW FROM ANTELOPE.
 QD0414'3.7 MILES NORTHWEST OF ANTELOPE HOSE CART HOUSE 3.8 MI N OF THE POST
 QD0414'OFFICE AT ANTELOPE (STADIA) 50 FEET NORTHEAST OF CENTERLINE OF
 QD0414'SHANIKO- ANTELOPE HIGHWAY.  21 FEET NORTHEAST OF TELEPHONE POLE, WHERE
 QD0414'TELEPHONE LINE TO ANTELOPE MAKES A RIGHT ANGLE TURN AND CROSSES
 QD0414'HIGHWAY.  SET IN TOP OF AN EMBEDDED BOULDER.
 QD0414
 QD0414                          STATION RECOVERY (1987)
 QD0414
 QD0414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QD0414'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0910 ***********************************************************************
 RA0910  DESIGNATION -  3566
 RA0910  PID         -  RA0910
 RA0910  STATE/COUNTY-  OR/UNION
 RA0910  USGS QUAD   -  CRICKET FLAT (1984)
 RA0910
 RA0910                         *CURRENT SURVEY CONTROL
 RA0910  ___________________________________________________________________
 RA0910* NAD 83(1986)-  45 35 28.     (N)    117 46 22.     (W)     SCALED    
 RA0910* NAVD 88     -      1087.886  (meters)    3569.17   (feet)  ADJUSTED  
 RA0910  ___________________________________________________________________
 RA0910  GEOID HEIGHT-         -17.63  (meters)                     GEOID03
 RA0910  DYNAMIC HT  -        1087.649 (meters)    3568.40  (feet)  COMP
 RA0910  MODELED GRAV-     980,360.5   (mgal)                       NAVD 88
 RA0910
 RA0910  VERT ORDER  -  SECOND    CLASS 0
 RA0910
 RA0910.The horizontal coordinates were scaled from a topographic map and have
 RA0910.an estimated accuracy of +/- 6 seconds.
 RA0910
 RA0910.The orthometric height was determined by differential leveling
 RA0910.and adjusted in June 1991.
 RA0910
 RA0910.The geoid height was determined by GEOID03.
 RA0910
 RA0910.The dynamic height is computed by dividing the NAVD 88
 RA0910.geopotential number by the normal gravity value computed on the
 RA0910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0910.degrees latitude (g = 980.6199 gals.).
 RA0910
 RA0910.The modeled gravity was interpolated from observed gravity values.
 RA0910
 RA0910;                    North         East    Units  Estimated Accuracy
 RA0910;SPC OR N     -   217,440.    2,712,750.      MT  (+/- 180 meters Scaled)
 RA0910
 RA0910                          SUPERSEDED SURVEY CONTROL
 RA0910
 RA0910  NGVD 29 (??/??/92) 1086.770  (m)         3565.51   (f) ADJ UNCH    2 0
 RA0910
 RA0910.Superseded values are not recommended for survey control.
 RA0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0910.See file dsdata.txt to determine how the superseded data were derived.
 RA0910
 RA0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML397489(NAD 83)
 RA0910_MARKER: P = PIPE CAP
 RA0910_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RA0910_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RA0910_STAMPING: 3566 A 1903
 RA0910_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RA0910
 RA0910  HISTORY     - Date     Condition        Report By
 RA0910  HISTORY     - 1903     MONUMENTED       USGS
 RA0910
 RA0910                          STATION DESCRIPTION
 RA0910
 RA0910'DESCRIBED BY US GEOLOGICAL SURVEY 1903
 RA0910'6.7 MI SW FROM MINAM.
 RA0910'IN UNION CO., ABOUT 6.7 MILES SOUTHWEST ALONG STATE HIGHWAY 82 FROM
 RA0910'THE POST OFFICE AT MINAM, WALLOWA CO., ABOUT 200 FEET SOUTH OF THE
 RA0910'HIGHWAY AT PINE GROVE CHURCH, 75 FEET NORTH OF THE BUILDING, AND
 RA0910'BETWEEN THE WOODEN WALK AND THE FENCE.  A USGS DISK STAMPED 3566 A
 RA0910'1903 AND RIVETED ON THE TOP OF A 3-1/2 INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0249 ***********************************************************************
 QD0249  DESIGNATION -  3566 RESET
 QD0249  PID         -  QD0249
 QD0249  STATE/COUNTY-  OR/CROOK
 QD0249  USGS QUAD   -  ARROWWOOD POINT (1992)
 QD0249
 QD0249                         *CURRENT SURVEY CONTROL
 QD0249  ___________________________________________________________________
 QD0249* NAD 83(1986)-  44 06 53.     (N)    120 09 23.     (W)     SCALED    
 QD0249* NAVD 88     -      1087.899  (meters)    3569.22   (feet)  ADJUSTED  
 QD0249  ___________________________________________________________________
 QD0249  GEOID HEIGHT-         -19.43  (meters)                     GEOID03
 QD0249  DYNAMIC HT  -        1087.467 (meters)    3567.80  (feet)  COMP
 QD0249  MODELED GRAV-     980,184.9   (mgal)                       NAVD 88
 QD0249
 QD0249  VERT ORDER  -  FIRST     CLASS II
 QD0249
 QD0249.The horizontal coordinates were scaled from a topographic map and have
 QD0249.an estimated accuracy of +/- 6 seconds.
 QD0249
 QD0249.The orthometric height was determined by differential leveling
 QD0249.and adjusted in June 1991.
 QD0249
 QD0249.The geoid height was determined by GEOID03.
 QD0249
 QD0249.The dynamic height is computed by dividing the NAVD 88
 QD0249.geopotential number by the normal gravity value computed on the
 QD0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0249.degrees latitude (g = 980.6199 gals.).
 QD0249
 QD0249.The modeled gravity was interpolated from observed gravity values.
 QD0249
 QD0249;                    North         East    Units  Estimated Accuracy
 QD0249;SPC OR S     -   272,010.    1,527,510.      MT  (+/- 180 meters Scaled)
 QD0249
 QD0249                          SUPERSEDED SURVEY CONTROL
 QD0249
 QD0249  NGVD 29 (??/??/92) 1086.732  (m)         3565.39   (f) ADJ UNCH    1 2
 QD0249
 QD0249.Superseded values are not recommended for survey control.
 QD0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0249.See file dsdata.txt to determine how the superseded data were derived.
 QD0249
 QD0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGP275885(NAD 83)
 QD0249_MARKER: Z = SEE DESCRIPTION
 QD0249_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QD0249_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QD0249_STAMPING: 1903 H 3566 RESET 1941
 QD0249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0249
 QD0249  HISTORY     - Date     Condition        Report By
 QD0249  HISTORY     - 1941     MONUMENTED       USGS
 QD0249  HISTORY     - 1941     GOOD             NGS
 QD0249
 QD0249                          STATION DESCRIPTION
 QD0249
 QD0249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QD0249'11.9 MI W FROM PAULINA.
 QD0249'MARK IS LOCATED ABOUT 11.9 MILES WEST OF PAULINA, ALONG THE ROAD TO
 QD0249'POST, 100 FEET WEST OF O.B. GRAY RANCH HOUSE, 2 FEET WEST OF FENCE
 QD0249'CORNER AND FIELD GATE ENTRANCE, 28 FEET NORTH OF CENTER OF ROAD.
 QD0249'WITNESS POST SET BY MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0097 ***********************************************************************
 QC0097  DESIGNATION -  3572
 QC0097  PID         -  QC0097
 QC0097  STATE/COUNTY-  OR/GRANT
 QC0097  USGS QUAD   -  CANYON MTN (1983)
 QC0097
 QC0097                         *CURRENT SURVEY CONTROL
 QC0097  ___________________________________________________________________
 QC0097* NAD 83(1986)-  44 20 32.     (N)    118 56 51.     (W)     SCALED    
 QC0097* NAVD 88     -      1089.815  (meters)    3575.50   (feet)  ADJUSTED  
 QC0097  ___________________________________________________________________
 QC0097  GEOID HEIGHT-         -17.98  (meters)                     GEOID03
 QC0097  DYNAMIC HT  -        1089.381 (meters)    3574.08  (feet)  COMP
 QC0097  MODELED GRAV-     980,182.6   (mgal)                       NAVD 88
 QC0097
 QC0097  VERT ORDER  -  FIRST     CLASS II
 QC0097
 QC0097.The horizontal coordinates were scaled from a topographic map and have
 QC0097.an estimated accuracy of +/- 6 seconds.
 QC0097
 QC0097.The orthometric height was determined by differential leveling
 QC0097.and adjusted in June 1991.
 QC0097
 QC0097.The geoid height was determined by GEOID03.
 QC0097
 QC0097.The dynamic height is computed by dividing the NAVD 88
 QC0097.geopotential number by the normal gravity value computed on the
 QC0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0097.degrees latitude (g = 980.6199 gals.).
 QC0097
 QC0097.The modeled gravity was interpolated from observed gravity values.
 QC0097
 QC0097;                    North         East    Units  Estimated Accuracy
 QC0097;SPC OR N     -    76,260.    2,623,790.      MT  (+/- 180 meters Scaled)
 QC0097
 QC0097                          SUPERSEDED SURVEY CONTROL
 QC0097
 QC0097  NGVD 29 (??/??/92) 1088.598  (m)         3571.51   (f) ADJ UNCH    1 2
 QC0097
 QC0097.Superseded values are not recommended for survey control.
 QC0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0097.See file dsdata.txt to determine how the superseded data were derived.
 QC0097
 QC0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK447117(NAD 83)
 QC0097_MARKER: DD = SURVEY DISK
 QC0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QC0097_STAMPING: 3572 35 1929
 QC0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0097+STABILITY: SURFACE MOTION
 QC0097
 QC0097  HISTORY     - Date     Condition        Report By
 QC0097  HISTORY     - 1929     MONUMENTED       BPR
 QC0097  HISTORY     - 1972     MARK NOT FOUND   NGS
 QC0097  HISTORY     - 1985     MARK NOT FOUND   NGS
 QC0097
 QC0097                          STATION DESCRIPTION
 QC0097
 QC0097'DESCRIBED BY US BUREAU OF PUBLIC ROADS 1929
 QC0097'3.8 MI S FROM CANYON CITY.
 QC0097'3.8 MILES SOUTH ALONG THE CANYON CITY BURNES HIGHWAY FROM THE POST
 QC0097'OFFICE AT CANYON CITY, GRANT CO., AT THE SOUTH END OF A CURVE, 172
 QC0097'FEET SOUTH OF A CULVERT IN A ROCK CUT, AND 30 FEET EAST OF THE
 QC0097'CENTERLINE OF THE HIGHWAY, A USBPR DISK SET IN THE TOP OF A CONCRETE
 QC0097'POST.  STAMPED 3572 35 1929.
 QC0097
 QC0097                          STATION RECOVERY (1972)
 QC0097
 QC0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 QC0097'MARK NOT FOUND.
 QC0097
 QC0097                          STATION RECOVERY (1985)
 QC0097
 QC0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QC0097'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1282 ***********************************************************************
 QD1282  DESIGNATION -  3572
 QD1282  PID         -  QD1282
 QD1282  STATE/COUNTY-  OR/MARION
 QD1282  USGS QUAD   -  BREITENBUSH HOT SPRI (1997)
 QD1282
 QD1282                         *CURRENT SURVEY CONTROL
 QD1282  ___________________________________________________________________
 QD1282* NAD 83(1986)-  44 48 38.     (N)    121 52 36.     (W)     SCALED    
 QD1282* NAVD 88     -      1090.033  (meters)    3576.22   (feet)  ADJUSTED  
 QD1282  ___________________________________________________________________
 QD1282  GEOID HEIGHT-         -21.17  (meters)                     GEOID03
 QD1282  DYNAMIC HT  -        1089.691 (meters)    3575.09  (feet)  COMP
 QD1282  MODELED GRAV-     980,266.6   (mgal)                       NAVD 88
 QD1282
 QD1282  VERT ORDER  -  SECOND    CLASS 0
 QD1282
 QD1282.The horizontal coordinates were scaled from a topographic map and have
 QD1282.an estimated accuracy of +/- 6 seconds.
 QD1282
 QD1282.The orthometric height was determined by differential leveling
 QD1282.and adjusted in June 1991.
 QD1282
 QD1282.The geoid height was determined by GEOID03.
 QD1282
 QD1282.The dynamic height is computed by dividing the NAVD 88
 QD1282.geopotential number by the normal gravity value computed on the
 QD1282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1282.degrees latitude (g = 980.6199 gals.).
 QD1282
 QD1282.The modeled gravity was interpolated from observed gravity values.
 QD1282
 QD1282;                    North         East    Units  Estimated Accuracy
 QD1282;SPC OR N     -   128,040.    2,391,110.      MT  (+/- 180 meters Scaled)
 QD1282
 QD1282                          SUPERSEDED SURVEY CONTROL
 QD1282
 QD1282  NGVD 29 (??/??/92) 1088.866  (m)         3572.39   (f) ADJ UNCH    2 0
 QD1282
 QD1282.Superseded values are not recommended for survey control.
 QD1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1282.See file dsdata.txt to determine how the superseded data were derived.
 QD1282
 QD1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ888625(NAD 83)
 QD1282_MARKER: N = NAIL
 QD1282_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QD1282_SP_SET: TREE
 QD1282_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD1282
 QD1282  HISTORY     - Date     Condition        Report By
 QD1282  HISTORY     - 1942     MONUMENTED       USGS
 QD1282  HISTORY     - 1943     GOOD             NGS
 QD1282  HISTORY     - 1961     MARK NOT FOUND   NGS
 QD1282  HISTORY     - 19950929 MARK NOT FOUND   NGS
 QD1282
 QD1282                          STATION DESCRIPTION
 QD1282
 QD1282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QD1282'6.1 MI NE FROM BREITENBUSH HOT SPRINGS.
 QD1282'ABOUT 6.1 MILES NORTHEAST ALONG THE BREITENBUSH ROAD FROM BREITENBUSH
 QD1282'HOT SPRINGS, MARION COUNTY, 0.1 MILE EAST OF THE MOUNT HOOD-WILLAMETTE
 QD1282'NATIONAL FOREST BOUNDARY LINE, 150 FEET EAST OF MILEPOST 18, 71.5 FEET
 QD1282'SOUTH OF THE CENTER LINE OF THE ROAD, IN ROOT ON SOUTH SIDE OF A
 QD1282'24-INCH HEMLOCK TREE, A COPPER NAIL AND WASHER.
 QD1282
 QD1282                          STATION RECOVERY (1961)
 QD1282
 QD1282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 QD1282'MARK NOT FOUND.
 QD1282
 QD1282                          STATION RECOVERY (1995)
 QD1282
 QD1282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (LLR)
 QD1282'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0805 ***********************************************************************
 QD0805  DESIGNATION -  3579.55
 QD0805  PID         -  QD0805
 QD0805  STATE/COUNTY-  OR/DESCHUTES
 QD0805  USGS QUAD   -  BEND (1981)
 QD0805
 QD0805                         *CURRENT SURVEY CONTROL
 QD0805  ___________________________________________________________________
 QD0805* NAD 83(1986)-  44 03 43.     (N)    121 18 47.     (W)     SCALED    
 QD0805* NAVD 88     -      1092.220  (meters)    3583.39   (feet)  ADJUSTED  
 QD0805  ___________________________________________________________________
 QD0805  GEOID HEIGHT-         -20.94  (meters)                     GEOID03
 QD0805  DYNAMIC HT  -        1091.787 (meters)    3581.97  (feet)  COMP
 QD0805  MODELED GRAV-     980,184.6   (mgal)                       NAVD 88
 QD0805
 QD0805  VERT ORDER  -  SECOND    CLASS 0
 QD0805
 QD0805.The horizontal coordinates were scaled from a topographic map and have
 QD0805.an estimated accuracy of +/- 6 seconds.
 QD0805
 QD0805.The orthometric height was determined by differential leveling
 QD0805.and adjusted in June 1991.
 QD0805
 QD0805.The geoid height was determined by GEOID03.
 QD0805
 QD0805.The dynamic height is computed by dividing the NAVD 88
 QD0805.geopotential number by the normal gravity value computed on the
 QD0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0805.degrees latitude (g = 980.6199 gals.).
 QD0805
 QD0805.The modeled gravity was interpolated from observed gravity values.
 QD0805
 QD0805;                    North         East    Units  Estimated Accuracy
 QD0805;SPC OR S     -   266,400.    1,434,860.      MT  (+/- 180 meters Scaled)
 QD0805
 QD0805                          SUPERSEDED SURVEY CONTROL
 QD0805
 QD0805  NGVD 29 (??/??/92) 1091.048  (m)         3579.55   (f) ADJ UNCH    2 0
 QD0805
 QD0805.Superseded values are not recommended for survey control.
 QD0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0805.See file dsdata.txt to determine how the superseded data were derived.
 QD0805
 QD0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP351801(NAD 83)
 QD0805_MARKER: DD = SURVEY DISK
 QD0805_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QD0805_SP_SET: PIER
 QD0805_STAMPING: 3579.55 P 1926
 QD0805_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QD0805
 QD0805  HISTORY     - Date     Condition        Report By
 QD0805  HISTORY     - 1926     MONUMENTED       PG+E
 QD0805  HISTORY     - 1943     GOOD             NGS
 QD0805  HISTORY     - 19880713 MARK NOT FOUND   NGS
 QD0805
 QD0805                          STATION DESCRIPTION
 QD0805
 QD0805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QD0805'IN BEND.
 QD0805'AT BEND, AT THE BEND GENERATING PLANT OF THE PACIFIC POWER AND LIGHT
 QD0805'COMPANY, ON THE EAST BANK OF THE DESCHUTES RIVER, ABOUT 0.1 MILE
 QD0805'DOWNSTREAM (NORTH) FROM THE NEWPORT AVENUE BRIDGE OVER THE RIVER, AT
 QD0805'THE FOOT OF THE TAILRACE, ABOUT 30.0 FEET NORTH OF THE NORTHEAST
 QD0805'ENTRANCE TO THE POWER HOUSE, SET IN TOP OF CONCRETE PIER SUPPORTING
 QD0805'CORNER POST FOR WIRE FENCE AND A 12-INCH PIPE LEADING INTO THE POWER
 QD0805'HOUSE.
 QD0805
 QD0805                          STATION RECOVERY (1988)
 QD0805
 QD0805'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QD0805'THERE HAS BEEN NEW CEMENT ADDED TO THE TOP OF THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0496 ***********************************************************************
 QD0496  DESIGNATION -  3590 S 4
 QD0496  PID         -  QD0496
 QD0496  STATE/COUNTY-  OR/WASCO
 QD0496  USGS QUAD   -  SHANIKO SUMMIT (1987)
 QD0496
 QD0496                         *CURRENT SURVEY CONTROL
 QD0496  ___________________________________________________________________
 QD0496* NAD 83(1986)-  44 59 19.     (N)    120 50 17.     (W)     SCALED    
 QD0496* NAVD 88     -      1095.529  (meters)    3594.25   (feet)  ADJUSTED  
 QD0496  ___________________________________________________________________
 QD0496  GEOID HEIGHT-         -20.75  (meters)                     GEOID03
 QD0496  DYNAMIC HT  -        1095.246 (meters)    3593.32  (feet)  COMP
 QD0496  MODELED GRAV-     980,320.0   (mgal)                       NAVD 88
 QD0496
 QD0496  VERT ORDER  -  SECOND    CLASS 0
 QD0496
 QD0496.The horizontal coordinates were scaled from a topographic map and have
 QD0496.an estimated accuracy of +/- 6 seconds.
 QD0496
 QD0496.The orthometric height was determined by differential leveling
 QD0496.and adjusted in June 1991.
 QD0496
 QD0496.The geoid height was determined by GEOID03.
 QD0496
 QD0496.The dynamic height is computed by dividing the NAVD 88
 QD0496.geopotential number by the normal gravity value computed on the
 QD0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0496.degrees latitude (g = 980.6199 gals.).
 QD0496
 QD0496.The modeled gravity was interpolated from observed gravity values.
 QD0496
 QD0496;                    North         East    Units  Estimated Accuracy
 QD0496;SPC OR N     -   146,950.    2,473,340.      MT  (+/- 180 meters Scaled)
 QD0496
 QD0496                          SUPERSEDED SURVEY CONTROL
 QD0496
 QD0496  NGVD 29 (??/??/92) 1094.385  (m)         3590.49   (f) ADJ UNCH    2 0
 QD0496
 QD0496.Superseded values are not recommended for survey control.
 QD0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0496.See file dsdata.txt to determine how the superseded data were derived.
 QD0496
 QD0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ704839(NAD 83)
 QD0496_MARKER: DD = SURVEY DISK
 QD0496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD0496_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QD0496_STAMPING: 3590 S 4 1928
 QD0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0496+STABILITY: SURFACE MOTION
 QD0496
 QD0496  HISTORY     - Date     Condition        Report By
 QD0496  HISTORY     - 1928     MONUMENTED       ORDT
 QD0496  HISTORY     - 1962     GOOD             NGS
 QD0496
 QD0496                          STATION DESCRIPTION
 QD0496
 QD0496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 QD0496'4.5 MI SW FROM SHANIKO.
 QD0496'REACHED FROM THE POST OFFICE AT SHANIKO GO SOUTHWEST ON U.S. HIGHWAY
 QD0496'197 FOR 4.5 MILES TO THE SUMMIT OF THE RIDGE, BENCH MARK IS LOCATED ON
 QD0496'A SMALL KNOLL ABOUT 75 FEET NORTH OF THE NORTH RIGHT OF WAY FENCE, AND
 QD0496'2 FEET EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0254 ***********************************************************************
 QD0254  DESIGNATION -  3591 RESET
 QD0254  PID         -  QD0254
 QD0254  STATE/COUNTY-  OR/CROOK
 QD0254  USGS QUAD   -  LIGGETT TABLE (1982)
 QD0254
 QD0254                         *CURRENT SURVEY CONTROL
 QD0254  ___________________________________________________________________
 QD0254* NAD 83(1986)-  44 05 51.     (N)    120 05 10.     (W)     SCALED    
 QD0254* NAVD 88     -      1095.752  (meters)    3594.98   (feet)  ADJUSTED  
 QD0254  ___________________________________________________________________
 QD0254  GEOID HEIGHT-         -19.40  (meters)                     GEOID03
 QD0254  DYNAMIC HT  -        1095.309 (meters)    3593.53  (feet)  COMP
 QD0254  MODELED GRAV-     980,176.4   (mgal)                       NAVD 88
 QD0254
 QD0254  VERT ORDER  -  FIRST     CLASS II
 QD0254
 QD0254.The horizontal coordinates were scaled from a topographic map and have
 QD0254.an estimated accuracy of +/- 6 seconds.
 QD0254
 QD0254.The orthometric height was determined by differential leveling
 QD0254.and adjusted in June 1991.
 QD0254
 QD0254.The geoid height was determined by GEOID03.
 QD0254
 QD0254.The dynamic height is computed by dividing the NAVD 88
 QD0254.geopotential number by the normal gravity value computed on the
 QD0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0254.degrees latitude (g = 980.6199 gals.).
 QD0254
 QD0254.The modeled gravity was interpolated from observed gravity values.
 QD0254
 QD0254;                    North         East    Units  Estimated Accuracy
 QD0254;SPC OR S     -   270,120.    1,533,140.      MT  (+/- 180 meters Scaled)
 QD0254
 QD0254                          SUPERSEDED SURVEY CONTROL
 QD0254
 QD0254  NGVD 29 (??/??/92) 1094.577  (m)         3591.12   (f) ADJ UNCH    1 2
 QD0254
 QD0254.Superseded values are not recommended for survey control.
 QD0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0254.See file dsdata.txt to determine how the superseded data were derived.
 QD0254
 QD0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGP332868(NAD 83)
 QD0254_MARKER: Z = SEE DESCRIPTION
 QD0254_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QD0254_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QD0254_STAMPING: 1903 H 3591.144 RESET 1941
 QD0254_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0254
 QD0254  HISTORY     - Date     Condition        Report By
 QD0254  HISTORY     - 1941     MONUMENTED       USGS
 QD0254  HISTORY     - 1941     GOOD             NGS
 QD0254
 QD0254                          STATION DESCRIPTION
 QD0254
 QD0254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QD0254'8.2 MI W FROM PAULINA.
 QD0254'MARK IS LOCATED ABOUT 8.2 MILES WEST OF PAULINA, ALONG THE ROAD TO
 QD0254'POST, AT MEYER RANCH, 12 FEET SOUTH OF GATE LEADING TO HOUSE, 10 FEET
 QD0254'SOUTH OF BRIDGE OVER DITCH, SET ON WEST BANK OF STREAM.  WITNESS POST
 QD0254'SET BY MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0804 ***********************************************************************
 QD0804  DESIGNATION -  3595.2
 QD0804  PID         -  QD0804
 QD0804  STATE/COUNTY-  OR/DESCHUTES
 QD0804  USGS QUAD   -  BEND (1981)
 QD0804
 QD0804                         *CURRENT SURVEY CONTROL
 QD0804  ___________________________________________________________________
 QD0804* NAD 83(1986)-  44 03 43.     (N)    121 18 47.     (W)     SCALED    
 QD0804* NAVD 88     -      1096.979  (meters)    3599.01   (feet)  ADJUSTED  
 QD0804  ___________________________________________________________________
 QD0804  GEOID HEIGHT-         -20.94  (meters)                     GEOID03
 QD0804  DYNAMIC HT  -        1096.545 (meters)    3597.58  (feet)  COMP
 QD0804  MODELED GRAV-     980,184.6   (mgal)                       NAVD 88
 QD0804
 QD0804  VERT ORDER  -  FIRST     CLASS II
 QD0804
 QD0804.The horizontal coordinates were scaled from a topographic map and have
 QD0804.an estimated accuracy of +/- 6 seconds.
 QD0804
 QD0804.The orthometric height was determined by differential leveling
 QD0804.and adjusted in June 1991.
 QD0804
 QD0804.The geoid height was determined by GEOID03.
 QD0804
 QD0804.The dynamic height is computed by dividing the NAVD 88
 QD0804.geopotential number by the normal gravity value computed on the
 QD0804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0804.degrees latitude (g = 980.6199 gals.).
 QD0804
 QD0804.The modeled gravity was interpolated from observed gravity values.
 QD0804
 QD0804;                    North         East    Units  Estimated Accuracy
 QD0804;SPC OR S     -   266,400.    1,434,860.      MT  (+/- 180 meters Scaled)
 QD0804
 QD0804                          SUPERSEDED SURVEY CONTROL
 QD0804
 QD0804  NGVD 29 (??/??/92) 1095.808  (m)         3595.16   (f) ADJ UNCH    1 2
 QD0804
 QD0804.Superseded values are not recommended for survey control.
 QD0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0804.See file dsdata.txt to determine how the superseded data were derived.
 QD0804
 QD0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP351801(NAD 83)
 QD0804_MARKER: DD = SURVEY DISK
 QD0804_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 QD0804_SP_SET: RETAINING WALL
 QD0804_STAMPING: 3595.2 J 1926
 QD0804_MARK LOGO: PP+L  
 QD0804_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QD0804+STABILITY: POSITION/ELEVATION WELL
 QD0804_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QD0804+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1988
 QD0804
 QD0804  HISTORY     - Date     Condition        Report By
 QD0804  HISTORY     - 1926     MONUMENTED       PG+E
 QD0804  HISTORY     - 1943     GOOD             NGS
 QD0804  HISTORY     - 19880713 GOOD             NGS
 QD0804
 QD0804                          STATION DESCRIPTION
 QD0804
 QD0804'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QD0804'IN BEND.
 QD0804'AT BEND, AT THE BEND GENERATING PLANT OF THE PACIFIC POWER AND LIGHT
 QD0804'COMPANY, ON THE EAST BANK OF THE DESCHUTES RIVER, ABOUT 0.1 MILE
 QD0804'DOWNSTREAM (NORTH) FROM THE NEWPORT AVENUE BRIDGE OVER THE RIVER, 60.0
 QD0804'FEET EAST OF THE NORTHEAST CORNER OF THE POWER HOUSE, SET IN THE TOP
 QD0804'OF THE CONCRETE WINGWALL OF THE FOREBAY, 1.0 FOOT NORTH OF THE TOP OF
 QD0804'THE STEPS LEADING TO THE TOP OF THE WINGWALL.
 QD0804
 QD0804                          STATION RECOVERY (1988)
 QD0804
 QD0804'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QD0804'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0944 ***********************************************************************
 QD0944  DESIGNATION -  3596 B
 QD0944  PID         -  QD0944
 QD0944  STATE/COUNTY-  OR/DESCHUTES
 QD0944  USGS QUAD   -  BEND (1981)
 QD0944
 QD0944                         *CURRENT SURVEY CONTROL
 QD0944  ___________________________________________________________________
 QD0944* NAD 83(1986)-  44 03 34.     (N)    121 19 08.     (W)     SCALED    
 QD0944* NAVD 88     -      1097.377  (meters)    3600.31   (feet)  ADJUSTED  
 QD0944  ___________________________________________________________________
 QD0944  GEOID HEIGHT-         -20.93  (meters)                     GEOID03
 QD0944  DYNAMIC HT  -        1096.944 (meters)    3598.89  (feet)  COMP
 QD0944  MODELED GRAV-     980,186.5   (mgal)                       NAVD 88
 QD0944
 QD0944  VERT ORDER  -  FIRST     CLASS II
 QD0944
 QD0944.The horizontal coordinates were scaled from a topographic map and have
 QD0944.an estimated accuracy of +/- 6 seconds.
 QD0944
 QD0944.The orthometric height was determined by differential leveling
 QD0944.and adjusted in June 1991.
 QD0944.WARNING-Repeat measurements at this control monument indicate possible
 QD0944.vertical movement.
 QD0944
 QD0944.The geoid height was determined by GEOID03.
 QD0944
 QD0944.The dynamic height is computed by dividing the NAVD 88
 QD0944.geopotential number by the normal gravity value computed on the
 QD0944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0944.degrees latitude (g = 980.6199 gals.).
 QD0944
 QD0944.The modeled gravity was interpolated from observed gravity values.
 QD0944
 QD0944;                    North         East    Units  Estimated Accuracy
 QD0944;SPC OR S     -   266,130.    1,434,390.      MT  (+/- 180 meters Scaled)
 QD0944
 QD0944                          SUPERSEDED SURVEY CONTROL
 QD0944
 QD0944  NGVD 29 (??/??/92) 1096.405  (m)         3597.12   (f) ADJ UNCH    1 2
 QD0944
 QD0944.Superseded values are not recommended for survey control.
 QD0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0944.See file dsdata.txt to determine how the superseded data were derived.
 QD0944
 QD0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP346798(NAD 83)
 QD0944_MARKER: DD = SURVEY DISK
 QD0944_SETTING: 66 = SET IN ROCK OUTCROP
 QD0944_SP_SET: IN A DRILL HOLE IN BEDROCK
 QD0944_STAMPING: 3596 B 1929
 QD0944_MARK LOGO: PP+L  
 QD0944_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QD0944+STABILITY: POSITION/ELEVATION WELL
 QD0944_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QD0944+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1988
 QD0944
 QD0944  HISTORY     - Date     Condition        Report By
 QD0944  HISTORY     - 1929     MONUMENTED       PG+E
 QD0944  HISTORY     - 1963     GOOD             NGS
 QD0944  HISTORY     - 19880713 GOOD             NGS
 QD0944
 QD0944                          STATION DESCRIPTION
 QD0944
 QD0944'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 QD0944'IN BEND.
 QD0944'IN THE WEST PART OF BEND ALONG HARMON BLVD. IN THE SOUTHWEST CORNER OF
 QD0944'THE HARMON PLAYGROUND, 50 FEET NORTH OF THE CENTER OF THE DRIVEWAY
 QD0944'LEADING TO HOUSE NUMBER 1054, 48 FEET EAST OF THE CENTER OF HARMON
 QD0944'BLVD., 18 FEET NORTHEAST OF THE FENCE CORNER AT THE SOUTHWEST CORNER
 QD0944'OF THE PLAYGROUND AND 1 FOOT NORTHEAST OF THE NORTHEAST CORNER OF THE
 QD0944'HARMON MONUMENT IN THE TOP OF A CONCRETE POST THAT PROJECTS 1 INCH.
 QD0944
 QD0944                          STATION RECOVERY (1988)
 QD0944
 QD0944'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QD0944'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0019 ***********************************************************************
 QD0019  DESIGNATION -  3598
 QD0019  PID         -  QD0019
 QD0019  STATE/COUNTY-  OR/WHEELER
 QD0019  USGS QUAD   -  TONEY BUTTE (1988)
 QD0019
 QD0019                         *CURRENT SURVEY CONTROL
 QD0019  ___________________________________________________________________
 QD0019* NAD 83(1986)-  44 37 46.     (N)    120 06 09.     (W)     SCALED    
 QD0019* NAVD 88     -      1097.850  (meters)    3601.86   (feet)  ADJUSTED  
 QD0019  ___________________________________________________________________
 QD0019  GEOID HEIGHT-         -19.74  (meters)                     GEOID03
 QD0019  DYNAMIC HT  -        1097.505 (meters)    3600.73  (feet)  COMP
 QD0019  MODELED GRAV-     980,265.3   (mgal)                       NAVD 88
 QD0019
 QD0019  VERT ORDER  -  SECOND    CLASS 0
 QD0019
 QD0019.The horizontal coordinates were scaled from a topographic map and have
 QD0019.an estimated accuracy of +/- 6 seconds.
 QD0019
 QD0019.The orthometric height was determined by differential leveling
 QD0019.and adjusted in June 1991.
 QD0019
 QD0019.The geoid height was determined by GEOID03.
 QD0019
 QD0019.The dynamic height is computed by dividing the NAVD 88
 QD0019.geopotential number by the normal gravity value computed on the
 QD0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0019.degrees latitude (g = 980.6199 gals.).
 QD0019
 QD0019.The modeled gravity was interpolated from observed gravity values.
 QD0019
 QD0019;                    North         East    Units  Estimated Accuracy
 QD0019;SPC OR N     -   107,060.    2,531,540.      MT  (+/- 180 meters Scaled)
 QD0019
 QD0019                          SUPERSEDED SURVEY CONTROL
 QD0019
 QD0019  NGVD 29 (??/??/92) 1096.681  (m)         3598.03   (f) ADJ UNCH    2 0
 QD0019
 QD0019.Superseded values are not recommended for survey control.
 QD0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0019.See file dsdata.txt to determine how the superseded data were derived.
 QD0019
 QD0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGQ298458(NAD 83)
 QD0019_MARKER: P = PIPE CAP
 QD0019_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QD0019_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QD0019_STAMPING: 3598 1915
 QD0019_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0019
 QD0019  HISTORY     - Date     Condition        Report By
 QD0019  HISTORY     - 1915     MONUMENTED       USGS
 QD0019  HISTORY     - 1934     GOOD             NGS
 QD0019
 QD0019                          STATION DESCRIPTION
 QD0019
 QD0019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QD0019'6.8 MI N FROM MITCHELL.
 QD0019'6.8 MILES NORTH ALONG MITCHELL-SERVICE CREEK HWY. FROM POSTOFFICE.
 QD0019'ALONG THE RIGHT OF WAY OF MITCHELL-SERVICE CREEK HWY., SET ON TOP OF
 QD0019'GALVANIZED IRON POST ON TOP OF SUMMIT BETWEEN MITCHELL AND TWICKENHAM,
 QD0019'55 FEET SOUTH OF CENTERLINE OF HIGHWAY AND 15 FEET SOUTH OF FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0275 ***********************************************************************
 PB0275  DESIGNATION -  36
 PB0275  PID         -  PB0275
 PB0275  STATE/COUNTY-  OR/LAKE
 PB0275  USGS QUAD   -  BIG HOLE (1982)
 PB0275
 PB0275                         *CURRENT SURVEY CONTROL
 PB0275  ___________________________________________________________________
 PB0275* NAD 83(1986)-  43 26 22.     (N)    121 17 46.     (W)     SCALED    
 PB0275* NAVD 88     -      1425.031  (meters)    4675.29   (feet)  ADJUSTED  
 PB0275  ___________________________________________________________________
 PB0275  GEOID HEIGHT-         -20.84  (meters)                     GEOID03
 PB0275  DYNAMIC HT  -        1424.269 (meters)    4672.79  (feet)  COMP
 PB0275  MODELED GRAV-     980,035.7   (mgal)                       NAVD 88
 PB0275
 PB0275  VERT ORDER  -  SECOND    CLASS 0
 PB0275
 PB0275.The horizontal coordinates were scaled from a topographic map and have
 PB0275.an estimated accuracy of +/- 6 seconds.
 PB0275
 PB0275.The orthometric height was determined by differential leveling
 PB0275.and adjusted in June 1991.
 PB0275
 PB0275.The geoid height was determined by GEOID03.
 PB0275
 PB0275.The dynamic height is computed by dividing the NAVD 88
 PB0275.geopotential number by the normal gravity value computed on the
 PB0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0275.degrees latitude (g = 980.6199 gals.).
 PB0275
 PB0275.The modeled gravity was interpolated from observed gravity values.
 PB0275
 PB0275;                    North         East    Units  Estimated Accuracy
 PB0275;SPC OR S     -   197,230.    1,435,560.      MT  (+/- 180 meters Scaled)
 PB0275
 PB0275                          SUPERSEDED SURVEY CONTROL
 PB0275
 PB0275  NGVD 29 (??/??/92) 1423.756  (m)         4671.11   (f) ADJ UNCH    2 0
 PB0275
 PB0275.Superseded values are not recommended for survey control.
 PB0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0275.See file dsdata.txt to determine how the superseded data were derived.
 PB0275
 PB0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP378110(NAD 83)
 PB0275_MARKER: DD = SURVEY DISK
 PB0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0275_STAMPING: 4671 36 1929
 PB0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0275+STABILITY: SURFACE MOTION
 PB0275
 PB0275  HISTORY     - Date     Condition        Report By
 PB0275  HISTORY     - 1929     MONUMENTED       BPR
 PB0275  HISTORY     - 1931     GOOD             NGS
 PB0275  HISTORY     - 19860916 GOOD             USPSQD
 PB0275
 PB0275                          STATION DESCRIPTION
 PB0275
 PB0275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 PB0275'22.4 MI SE FROM LAPINE.
 PB0275'IN LAKE COUNTY, ABOUT 22.4 MILES SOUTHEAST ALONG THE FREMONT HIGHWAY
 PB0275'(OREGON 31) FROM LAPINE, DESCHUTES COUNTY, AT THE WEST END OF A CURVE,
 PB0275'AND 36 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY.  A UNITED STATES
 PB0275'BUREAU OF PUBLIC ROADS STANDARD DISK, STAMPED 4671 36 1929 AND SET IN
 PB0275'THE TOP OF A CONCRETE POST.
 PB0275
 PB0275                          STATION RECOVERY (1986)
 PB0275
 PB0275'RECOVERY NOTE BY US POWER SQUADRON 1986 (RCC)
 PB0275'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0103 ***********************************************************************
 PB0103  DESIGNATION -  36
 PB0103  PID         -  PB0103
 PB0103  STATE/COUNTY-  OR/DESCHUTES
 PB0103  USGS QUAD   -  BROTHERS (1967)
 PB0103
 PB0103                         *CURRENT SURVEY CONTROL
 PB0103  ___________________________________________________________________
 PB0103* NAD 83(1986)-  43 48 16.     (N)    120 34 12.     (W)     SCALED    
 PB0103* NAVD 88     -      1420.001  (meters)    4658.79   (feet)  ADJUSTED  
 PB0103  ___________________________________________________________________
 PB0103  GEOID HEIGHT-         -19.84  (meters)                     GEOID03
 PB0103  DYNAMIC HT  -        1419.331 (meters)    4656.59  (feet)  COMP
 PB0103  MODELED GRAV-     980,097.5   (mgal)                       NAVD 88
 PB0103
 PB0103  VERT ORDER  -  FIRST     CLASS II
 PB0103
 PB0103.The horizontal coordinates were scaled from a topographic map and have
 PB0103.an estimated accuracy of +/- 6 seconds.
 PB0103
 PB0103.The orthometric height was determined by differential leveling
 PB0103.and adjusted in June 1991.
 PB0103
 PB0103.The geoid height was determined by GEOID03.
 PB0103
 PB0103.The dynamic height is computed by dividing the NAVD 88
 PB0103.geopotential number by the normal gravity value computed on the
 PB0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0103.degrees latitude (g = 980.6199 gals.).
 PB0103
 PB0103.The modeled gravity was interpolated from observed gravity values.
 PB0103
 PB0103;                    North         East    Units  Estimated Accuracy
 PB0103;SPC OR S     -   237,480.    1,494,370.      MT  (+/- 180 meters Scaled)
 PB0103
 PB0103                          SUPERSEDED SURVEY CONTROL
 PB0103
 PB0103  NGVD 29 (??/??/92) 1418.794  (m)         4654.83   (f) ADJ UNCH    1 2
 PB0103
 PB0103.Superseded values are not recommended for survey control.
 PB0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0103.See file dsdata.txt to determine how the superseded data were derived.
 PB0103
 PB0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP954530(NAD 83)
 PB0103_MARKER: DD = SURVEY DISK
 PB0103_SETTING: 66 = SET IN ROCK OUTCROP
 PB0103_SP_SET: ROCK OUTCROP
 PB0103_STAMPING: 4655 36 1927
 PB0103_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PB0103+STABILITY: POSITION/ELEVATION WELL
 PB0103
 PB0103  HISTORY     - Date     Condition        Report By
 PB0103  HISTORY     - 1927     MONUMENTED       ORDT
 PB0103  HISTORY     - 1943     GOOD             NGS
 PB0103
 PB0103                          STATION DESCRIPTION
 PB0103
 PB0103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PB0103'1.8 MI SE FROM BROTHERS.
 PB0103'ABOUT 1.8 MILES SOUTHEAST ALONG THE CENTRAL OREGON HIGHWAY (U.S. 20)
 PB0103'FROM THE STORE AND SERVICE STATION AT BROTHERS, DESCHUTES COUNTY, 42
 PB0103'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF A ROCK
 PB0103'OUTCROP, 2 FEET SOUTH WEST OF A WHITE WOODEN WITNESS POST, AND ABOUT 7
 PB0103'INCHES HIGHER THAN THE GROUND.  AN OREGON STATE HIGHWAY DEPARTMENT
 PB0103'STANDARD DISK, STAMPED 4655 36 1927.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3705 ***********************************************************************
 RD3705  DESIGNATION -  36
 RD3705  PID         -  RD3705
 RD3705  STATE/COUNTY-  OR/MULTNOMAH
 RD3705  USGS QUAD   -  LINNTON (1990)
 RD3705
 RD3705                         *CURRENT SURVEY CONTROL
 RD3705  ___________________________________________________________________
 RD3705* NAD 83(1991)-  45 34 44.14842(N)    122 45 24.29489(W)     ADJUSTED  
 RD3705* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 RD3705  ___________________________________________________________________
 RD3705  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 RD3705  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 RD3705  HORZ ORDER  -  THIRD
 RD3705
 RD3705.The horizontal coordinates were established by classical geodetic methods
 RD3705.and adjusted by the National Geodetic Survey in October 1991.
 RD3705
 RD3705.The orthometric height was scaled from a topographic map.
 RD3705
 RD3705.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3705
 RD3705.The geoid height was determined by GEOID03.
 RD3705
 RD3705;                    North         East     Units Scale Factor Converg.
 RD3705;SPC OR N     -   214,955.734 2,323,900.476   MT  0.99992019   -1 36 01.6
 RD3705;SPC OR N     -   705,235.35  7,624,345.39   iFT  0.99992019   -1 36 01.6
 RD3705;SPC WA S     -    29,818.454   323,875.683   MT  1.00006735   -1 38 21.5
 RD3705;SPC WA S     -    97,829.38  1,062,582.14   sFT  1.00006735   -1 38 21.5
 RD3705;UTM  10      - 5,047,294.244   518,977.882   MT  0.99960443   +0 10 25.4
 RD3705
 RD3705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3705!SPC OR N     -   1.00000310  x   0.99992019  =   0.99992329
 RD3705!SPC WA S     -   1.00000310  x   1.00006735  =   1.00007045
 RD3705!UTM  10      -   1.00000310  x   0.99960443  =   0.99960753
 RD3705
 RD3705:                Primary Azimuth Mark                     Grid Az
 RD3705:SPC OR N     -  34                                       298 52 04.4
 RD3705:SPC WA S     -  34                                       298 54 24.3
 RD3705:UTM  10      -  34                                       297 05 37.4
 RD3705
 RD3705|---------------------------------------------------------------------|
 RD3705| PID    Reference Object                     Distance      Geod. Az  |
 RD3705|                                                           dddmmss.s |
 RD3705| RD3710 34                                  APPROX. 0.5 KM 2971602.8 |
 RD3705| RD3712 35                                  APPROX. 0.6 KM 3472945.9 |
 RD3705|---------------------------------------------------------------------|
 RD3705
 RD3705                          SUPERSEDED SURVEY CONTROL
 RD3705
 RD3705  NAD 83(1986)-  45 34 44.16780(N)    122 45 24.29788(W) AD(       ) 3
 RD3705  NAD 27      -  45 34 44.74500(N)    122 45 19.93900(W) AD(       ) 3
 RD3705
 RD3705.Superseded values are not recommended for survey control.
 RD3705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3705.See file dsdata.txt to determine how the superseded data were derived.
 RD3705
 RD3705_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1897847294(NAD 83)
 RD3705
 RD3705  HISTORY     - Date     Condition        Report By
 RD3705  HISTORY     - 1899     MONUMENTED       USE
 RD3705
 RD3705                          STATION DESCRIPTION
 RD3705
 RD3705'DESCRIBED BY US ENGINEERS 1899
 RD3705'THE STATION IS MARKED BY A PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3695 ***********************************************************************
 RD3695  DESIGNATION -  36 2
 RD3695  PID         -  RD3695
 RD3695  STATE/COUNTY-  OR/MULTNOMAH
 RD3695  USGS QUAD   -  LINNTON (1990)
 RD3695
 RD3695                         *CURRENT SURVEY CONTROL
 RD3695  ___________________________________________________________________
 RD3695* NAD 83(1991)-  45 34 41.17193(N)    122 45 18.47342(W)     ADJUSTED  
 RD3695* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 RD3695  ___________________________________________________________________
 RD3695  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 RD3695  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 RD3695  HORZ ORDER  -  THIRD
 RD3695
 RD3695.The horizontal coordinates were established by classical geodetic methods
 RD3695.and adjusted by the National Geodetic Survey in October 1991.
 RD3695
 RD3695.The orthometric height was scaled from a topographic map.
 RD3695
 RD3695.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3695
 RD3695.The geoid height was determined by GEOID03.
 RD3695
 RD3695;                    North         East     Units Scale Factor Converg.
 RD3695;SPC OR N     -   214,860.361 2,324,024.063   MT  0.99992008   -1 35 57.5
 RD3695;SPC OR N     -   704,922.44  7,624,750.86   iFT  0.99992008   -1 35 57.5
 RD3695;SPC WA S     -    29,722.983   323,999.223   MT  1.00006760   -1 38 17.2
 RD3695;SPC WA S     -    97,516.15  1,062,987.45   sFT  1.00006760   -1 38 17.2
 RD3695;UTM  10      - 5,047,202.772   519,104.323   MT  0.99960449   +0 10 29.6
 RD3695
 RD3695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3695!SPC OR N     -   1.00000248  x   0.99992008  =   0.99992256
 RD3695!SPC WA S     -   1.00000248  x   1.00006760  =   1.00007008
 RD3695!UTM  10      -   1.00000248  x   0.99960449  =   0.99960697
 RD3695
 RD3695:                Primary Azimuth Mark                     Grid Az
 RD3695:SPC OR N     -  34                                       300 50 56.6
 RD3695:SPC WA S     -  34                                       300 53 16.3
 RD3695:UTM  10      -  34                                       299 04 29.5
 RD3695
 RD3695|---------------------------------------------------------------------|
 RD3695| PID    Reference Object                     Distance      Geod. Az  |
 RD3695|                                                           dddmmss.s |
 RD3695| RD3710 34                                  APPROX. 0.7 KM 2991459.1 |
 RD3695| RD3610 STAR                                APPROX. 0.5 KM 3554830.4 |
 RD3695|---------------------------------------------------------------------|
 RD3695
 RD3695                          SUPERSEDED SURVEY CONTROL
 RD3695
 RD3695  NAD 83(1986)-  45 34 41.19131(N)    122 45 18.47644(W) AD(       ) 3
 RD3695  NAD 27      -  45 34 41.76800(N)    122 45 14.11700(W) AD(       ) 3
 RD3695
 RD3695.Superseded values are not recommended for survey control.
 RD3695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3695.See file dsdata.txt to determine how the superseded data were derived.
 RD3695
 RD3695_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1910447203(NAD 83)
 RD3695
 RD3695  HISTORY     - Date     Condition        Report By
 RD3695  HISTORY     - 1913     MONUMENTED       USE
 RD3695  HISTORY     - 1960     SEE DESCRIPTION  CGS
 RD3695  HISTORY     - 19941031 MARK NOT FOUND   USPSQD
 RD3695
 RD3695                          STATION DESCRIPTION
 RD3695
 RD3695'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (ANS)
 RD3695'THE STATION WAS NOT RECOVERED.
 RD3695'
 RD3695'THE LOCALITY OF THIS UNDESCRIBED STATION WAS DETERMINED BY
 RD3695'SEXTANT FIX FROM EXISTING TRIANGULATION.  IT FALLS ON THE SOUTH
 RD3695'BANK OF THE WILLAMETTE RIVER, ABOUT 0.5 MILE EAST OF THE PORTLAND
 RD3695'GAS AND COKE COMPANY PLANT.  NO TRACE OF A MARK OR PIPE WERE
 RD3695'FOUND AND IT IS BELIEVED THAT THE STATION IS LOST.
 RD3695
 RD3695                          STATION RECOVERY (1994)
 RD3695
 RD3695'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD3695'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0640 ***********************************************************************
 NW0640  DESIGNATION -  36 BKC
 NW0640  PID         -  NW0640
 NW0640  STATE/COUNTY-  OR/MALHEUR
 NW0640  USGS QUAD   -  JACKIES BUTTE (1980)
 NW0640
 NW0640                         *CURRENT SURVEY CONTROL
 NW0640  ___________________________________________________________________
 NW0640* NAD 83(1986)-  42 30 06.     (N)    117 35 54.     (W)     SCALED    
 NW0640* NAVD 88     -      1317.956  (meters)    4323.99   (feet)  ADJUSTED  
 NW0640  ___________________________________________________________________
 NW0640  GEOID HEIGHT-         -18.06  (meters)                     GEOID03
 NW0640  DYNAMIC HT  -        1317.182 (meters)    4321.45  (feet)  COMP
 NW0640  MODELED GRAV-     979,988.0   (mgal)                       NAVD 88
 NW0640
 NW0640  VERT ORDER  -  SECOND    CLASS 0
 NW0640
 NW0640.The horizontal coordinates were scaled from a topographic map and have
 NW0640.an estimated accuracy of +/- 6 seconds.
 NW0640
 NW0640.The orthometric height was determined by differential leveling
 NW0640.and adjusted in August 1995.
 NW0640
 NW0640.The geoid height was determined by GEOID03.
 NW0640
 NW0640.The dynamic height is computed by dividing the NAVD 88
 NW0640.geopotential number by the normal gravity value computed on the
 NW0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0640.degrees latitude (g = 980.6199 gals.).
 NW0640
 NW0640.The modeled gravity was interpolated from observed gravity values.
 NW0640
 NW0640;                    North         East    Units  Estimated Accuracy
 NW0640;SPC OR S     -    96,890.    1,738,450.      MT  (+/- 180 meters Scaled)
 NW0640
 NW0640                          SUPERSEDED SURVEY CONTROL
 NW0640
 NW0640.No superseded survey control is available for this station.
 NW0640
 NW0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH508056(NAD 83)
 NW0640_MARKER: DB = BENCH MARK DISK
 NW0640_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0640_SP_SET: COPPER-CLAD STEEL ROD
 NW0640_STAMPING: 36 BKC 1973 4320
 NW0640_MARK LOGO: USGS  
 NW0640_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0640_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0640_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0640+SATELLITE: SATELLITE OBSERVATIONS - 1973
 NW0640
 NW0640  HISTORY     - Date     Condition        Report By
 NW0640  HISTORY     - 1973     MONUMENTED       USGS
 NW0640
 NW0640                          STATION DESCRIPTION
 NW0640
 NW0640'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 NW0640'FROM BURNS JUNCTION, OREGON PROCEED 12.6 MILES SOUTH ALONG U S
 NW0640'HIGHWAY 95, THENCE 10.5 MILES EAST AND 3.3 MILES SOUTH ALONG A GRAVEL
 NW0640'ROAD, THENCE 5.2 MILES EASTERLY ALONG A TRACK ROAD, AT A Y-ROAD
 NW0640'SOUTH, 81 FEET DUE SOUTH OF THE CENTER OF THE Y-ROAD JUNCTION, SET ON
 NW0640'A 5/8-INCH COPPER-COATED ROD DRIVEN TO REFUSAL (ROD DEPTH UNKNOWN)
 NW0640'WITH THE TOP ENCASED IN 6-INCH DRAINPIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0307 ***********************************************************************
 NX0307  DESIGNATION -  36 FMK
 NX0307  PID         -  NX0307
 NX0307  STATE/COUNTY-  OR/HARNEY
 NX0307  USGS QUAD   -  IRISH LAKE (1967)
 NX0307
 NX0307                         *CURRENT SURVEY CONTROL
 NX0307  ___________________________________________________________________
 NX0307* NAD 83(1986)-  42 56 54.     (N)    118 59 26.     (W)     SCALED    
 NX0307* NAVD 88     -      1512.970  (meters)    4963.80   (feet)  ADJUSTED  
 NX0307  ___________________________________________________________________
 NX0307  GEOID HEIGHT-         -19.14  (meters)                     GEOID03
 NX0307  DYNAMIC HT  -        1512.091 (meters)    4960.92  (feet)  COMP
 NX0307  MODELED GRAV-     979,985.9   (mgal)                       NAVD 88
 NX0307
 NX0307  VERT ORDER  -  SECOND    CLASS 0
 NX0307
 NX0307.The horizontal coordinates were scaled from a topographic map and have
 NX0307.an estimated accuracy of +/- 6 seconds.
 NX0307
 NX0307.The orthometric height was determined by differential leveling
 NX0307.and adjusted in August 1995.
 NX0307
 NX0307.The geoid height was determined by GEOID03.
 NX0307
 NX0307.The dynamic height is computed by dividing the NAVD 88
 NX0307.geopotential number by the normal gravity value computed on the
 NX0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0307.degrees latitude (g = 980.6199 gals.).
 NX0307
 NX0307.The modeled gravity was interpolated from observed gravity values.
 NX0307
 NX0307;                    North         East    Units  Estimated Accuracy
 NX0307;SPC OR S     -   143,480.    1,623,170.      MT  (+/- 180 meters Scaled)
 NX0307
 NX0307                          SUPERSEDED SURVEY CONTROL
 NX0307
 NX0307.No superseded survey control is available for this station.
 NX0307
 NX0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH376570(NAD 83)
 NX0307_MARKER: DB = BENCH MARK DISK
 NX0307_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NX0307_SP_SET: COPPER-CLAD STEEL ROD
 NX0307_STAMPING: 36 FMK 1970 4960
 NX0307_MARK LOGO: USGS  
 NX0307_PROJECTION: FLUSH
 NX0307_MAGNETIC: I = MARKER IS A STEEL ROD
 NX0307_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NX0307_ROD/PIPE-DEPTH: 1.52 meters
 NX0307
 NX0307  HISTORY     - Date     Condition        Report By
 NX0307  HISTORY     - 1970     MONUMENTED       USGS
 NX0307
 NX0307                          STATION DESCRIPTION
 NX0307
 NX0307'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NX0307'FROM THE BRIDGE OVER THE NARROWS, PROCEED 12.2 MILES SOUTH ALONG
 NX0307'STATE HIGHWAY 205, THENCE 15.7 MILES SOUTHWEST ALONG THE ROAD TO
 NX0307'FOSTER LAKE AND PLUSH, ON THE SOUTH SLOPE OF A RIDGE, 69 FEET NORTH
 NX0307'OF THE CENTERLINE OF THE ROAD AT A DRAIN CROSSING, 54 FEET NORTHWEST
 NX0307'OF AND 2 FEET HIGHER THAN THE CENTERLINE OF THE ROAD, WITNESS POST
 NX0307'SET AT BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2720 ***********************************************************************
 QE2720  DESIGNATION -  36 KJO
 QE2720  PID         -  QE2720
 QE2720  STATE/COUNTY-  OR/LINCOLN
 QE2720  USGS QUAD   -  NEWPORT SOUTH (1984)
 QE2720
 QE2720                         *CURRENT SURVEY CONTROL
 QE2720  ___________________________________________________________________
 QE2720* NAD 83(1986)-  44 30 50.     (N)    124 03 16.     (W)     SCALED    
 QE2720* NAVD 88     -         3.661  (meters)      12.01   (feet)  ADJUSTED  
 QE2720  ___________________________________________________________________
 QE2720  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 QE2720  DYNAMIC HT  -           3.661 (meters)      12.01  (feet)  COMP
 QE2720  MODELED GRAV-     980,578.3   (mgal)                       NAVD 88
 QE2720
 QE2720  VERT ORDER  -  SECOND    CLASS I
 QE2720
 QE2720.The horizontal coordinates were scaled from a topographic map and have
 QE2720.an estimated accuracy of +/- 6 seconds.
 QE2720
 QE2720.The orthometric height was determined by differential leveling
 QE2720.and adjusted in August 1995.
 QE2720
 QE2720.The geoid height was determined by GEOID03.
 QE2720
 QE2720.The dynamic height is computed by dividing the NAVD 88
 QE2720.geopotential number by the normal gravity value computed on the
 QE2720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE2720.degrees latitude (g = 980.6199 gals.).
 QE2720
 QE2720.The modeled gravity was interpolated from observed gravity values.
 QE2720
 QE2720;                    North         East    Units  Estimated Accuracy
 QE2720;SPC OR N     -   100,360.    2,217,490.      MT  (+/- 180 meters Scaled)
 QE2720
 QE2720                          SUPERSEDED SURVEY CONTROL
 QE2720
 QE2720.No superseded survey control is available for this station.
 QE2720
 QE2720_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ161294(NAD 83)
 QE2720_MARKER: DB = BENCH MARK DISK
 QE2720_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QE2720_SP_SET: COPPER-CLAD STEEL ROD
 QE2720_STAMPING: 36 KJO 1979 9
 QE2720_MARK LOGO: USGS  
 QE2720_PROJECTION: PROJECTING 8 CENTIMETERS
 QE2720_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE2720_ROD/PIPE-DEPTH: 15.5 meters
 QE2720
 QE2720  HISTORY     - Date     Condition        Report By
 QE2720  HISTORY     - 1979     MONUMENTED       USGS
 QE2720
 QE2720                          STATION DESCRIPTION
 QE2720
 QE2720'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 QE2720'1.6 KM (1.00 MI) EAST FROM ONA BEACH STATE PARK.
 QE2720'ONA BEACH STATE PARK, 1.04 MI E OF.  190 FT W OF RD JCT TO SOUTH
 QE2720'BEAVER CREEK, 24 FT S OF CENTERLINE OF RD, 5 FT N OF 16-INCH DIAMETER
 QE2720'FIR TREE.
 QE2720'THE MARK IS 0.7 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0352 ***********************************************************************
 NX0352  DESIGNATION -  36 LRC
 NX0352  PID         -  NX0352
 NX0352  STATE/COUNTY-  OR/HARNEY
 NX0352  USGS QUAD   -  CORPORATION RIM (1980)
 NX0352
 NX0352                         *CURRENT SURVEY CONTROL
 NX0352  ___________________________________________________________________
 NX0352* NAD 83(1986)-  42 50 20.     (N)    119 42 10.     (W)     SCALED    
 NX0352* NAVD 88     -      1465.608  (meters)    4808.42   (feet)  ADJUSTED  
 NX0352  ___________________________________________________________________
 NX0352  GEOID HEIGHT-         -19.88  (meters)                     GEOID03
 NX0352  DYNAMIC HT  -        1464.739 (meters)    4805.56  (feet)  COMP
 NX0352  MODELED GRAV-     979,976.4   (mgal)                       NAVD 88
 NX0352
 NX0352  VERT ORDER  -  SECOND    CLASS 0
 NX0352
 NX0352.The horizontal coordinates were scaled from a topographic map and have
 NX0352.an estimated accuracy of +/- 6 seconds.
 NX0352
 NX0352.The orthometric height was determined by differential leveling
 NX0352.and adjusted in August 1995.
 NX0352
 NX0352.The geoid height was determined by GEOID03.
 NX0352
 NX0352.The dynamic height is computed by dividing the NAVD 88
 NX0352.geopotential number by the normal gravity value computed on the
 NX0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0352.degrees latitude (g = 980.6199 gals.).
 NX0352
 NX0352.The modeled gravity was interpolated from observed gravity values.
 NX0352
 NX0352;                    North         East    Units  Estimated Accuracy
 NX0352;SPC OR S     -   130,520.    1,565,170.      MT  (+/- 180 meters Scaled)
 NX0352
 NX0352                          SUPERSEDED SURVEY CONTROL
 NX0352
 NX0352.No superseded survey control is available for this station.
 NX0352
 NX0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKH791464(NAD 83)
 NX0352_MARKER: DB = BENCH MARK DISK
 NX0352_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NX0352+WITH SETTING: INFORMATION.
 NX0352_SP_SET: METAL ROD DRIVEN INTO GROUND
 NX0352_STAMPING: 36 LRC 1970 4804
 NX0352_MARK LOGO: USGS  
 NX0352_MAGNETIC: I = MARKER IS A STEEL ROD
 NX0352_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NX0352
 NX0352  HISTORY     - Date     Condition        Report By
 NX0352  HISTORY     - 1970     MONUMENTED       USGS
 NX0352
 NX0352                          STATION DESCRIPTION
 NX0352
 NX0352'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NX0352'FROM WAGONTIRE, OREGON, PROCEED 4.5 MILES SOUTHWEST ALONG U S HIGHWAY
 NX0352'395 TO DRY VALLEY ROAD, THENCE 29.7 MILES SOUTH ALONG DRY VALLEY ROAD
 NX0352'TO A ROAD FORK, THENCE 2.4 MILES SOUTH ALONG WARNER VALLEY ROAD, 2.4
 NX0352'MILES NORTH OF WARNER VALLEY, ABOUT 110 FEET SOUTH OF A DRAIN
 NX0352'CROSSING, 41 FEET WEST OF AND 1 FOOT HIGHER THAN THE CENTERLINE OF
 NX0352'THE ROAD, 3 FEET EAST OF A WITNESS POST.  THE ROD DEPTH IS UNKNOWN
 NX0352'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0586 ***********************************************************************
 RA0586  DESIGNATION -  36.06 RPPI
 RA0586  PID         -  RA0586
 RA0586  STATE/COUNTY-  OR/WALLOWA
 RA0586  USGS QUAD   -  HICKS SPRING (1990)
 RA0586
 RA0586                         *CURRENT SURVEY CONTROL
 RA0586  ___________________________________________________________________
 RA0586* NAD 83(1986)-  45 34 44.     (N)    117 15 13.     (W)     SCALED    
 RA0586* NAVD 88     -      1296.934  (meters)    4255.02   (feet)  POSTED    
 RA0586  ___________________________________________________________________
 RA0586  GEOID HEIGHT-         -16.38  (meters)                     GEOID03
 RA0586  DYNAMIC HT  -        1296.570 (meters)    4253.83  (feet)  COMP
 RA0586  MODELED GRAV-     980,288.6   (mgal)                       NAVD 88
 RA0586
 RA0586  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 RA0586
 RA0586.The horizontal coordinates were scaled from a topographic map and have
 RA0586.an estimated accuracy of +/- 6 seconds.
 RA0586
 RA0586.The orthometric height was determined by differential leveling
 RA0586.and adjusted by the  in 1992.
 RA0586.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 RA0586.rate of 2.1 thru 3.0 mm/km.
 RA0586
 RA0586.The geoid height was determined by GEOID03.
 RA0586
 RA0586.The dynamic height is computed by dividing the NAVD 88
 RA0586.geopotential number by the normal gravity value computed on the
 RA0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0586.degrees latitude (g = 980.6199 gals.).
 RA0586
 RA0586.The modeled gravity was interpolated from observed gravity values.
 RA0586
 RA0586;                    North         East    Units  Estimated Accuracy
 RA0586;SPC OR N     -   217,580.    2,753,290.      MT  (+/- 180 meters Scaled)
 RA0586
 RA0586                          SUPERSEDED SURVEY CONTROL
 RA0586
 RA0586  NGVD 29 (??/??/92) 1295.719  (m)         4251.04   (f) ADJ UNCH    2 0
 RA0586
 RA0586.Superseded values are not recommended for survey control.
 RA0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0586.See file dsdata.txt to determine how the superseded data were derived.
 RA0586
 RA0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML802472(NAD 83)
 RA0586_MARKER: B = BOLT
 RA0586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RA0586_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RA0586_STAMPING: R.P.P.I. 36.06
 RA0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0586+STABILITY: SURFACE MOTION
 RA0586
 RA0586  HISTORY     - Date     Condition        Report By
 RA0586  HISTORY     - UNK      MONUMENTED       ORDT
 RA0586  HISTORY     - 1946     GOOD             NGS
 RA0586
 RA0586                          STATION DESCRIPTION
 RA0586
 RA0586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RA0586'11.7 MI N FROM ENTERPRISE.
 RA0586'ALONG STATE HIGHWAY 3 FROM THE COURTHOUSE AT ENTERPRISE.  ON THE SOUTH
 RA0586'SLOPE OF A HILL.  ABOUT 30 YARDS SOUTHEAST OF A CUT.  34 FEET EAST OF
 RA0586'THE CENTER LINE OF THE HIGHWAY.  9 FEET EAST OF A TELEPHONE POLE. 7
 RA0586'FEET EAST OF A RIGHT-OF-WAY FENCE.  3 FEET BELOW THE LEVEL OF THE
 RA0586'HIGHWAY.  FLUSH WITH THE GROUND AND SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0445 ***********************************************************************
 QE0445  DESIGNATION -  360
 QE0445  PID         -  QE0445
 QE0445  STATE/COUNTY-  OR/LINN
 QE0445  USGS QUAD   -  LEBANON (1986)
 QE0445
 QE0445                         *CURRENT SURVEY CONTROL
 QE0445  ___________________________________________________________________
 QE0445* NAD 83(1986)-  44 30 52.     (N)    122 53 41.     (W)     SCALED    
 QE0445* NAVD 88     -       111.051  (meters)     364.34   (feet)  ADJUSTED  
 QE0445  ___________________________________________________________________
 QE0445  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 QE0445  DYNAMIC HT  -         111.039 (meters)     364.30  (feet)  COMP
 QE0445  MODELED GRAV-     980,511.9   (mgal)                       NAVD 88
 QE0445
 QE0445  VERT ORDER  -  FIRST     CLASS II
 QE0445
 QE0445.The horizontal coordinates were scaled from a topographic map and have
 QE0445.an estimated accuracy of +/- 6 seconds.
 QE0445
 QE0445.The orthometric height was determined by differential leveling
 QE0445.and adjusted in June 1991.
 QE0445
 QE0445.The geoid height was determined by GEOID03.
 QE0445
 QE0445.The dynamic height is computed by dividing the NAVD 88
 QE0445.geopotential number by the normal gravity value computed on the
 QE0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0445.degrees latitude (g = 980.6199 gals.).
 QE0445
 QE0445.The modeled gravity was interpolated from observed gravity values.
 QE0445
 QE0445;                    North         East    Units  Estimated Accuracy
 QE0445;SPC OR N     -    97,030.    2,309,630.      MT  (+/- 180 meters Scaled)
 QE0445
 QE0445                          SUPERSEDED SURVEY CONTROL
 QE0445
 QE0445  NGVD 29 (??/??/92)  110.029  (m)          360.99   (f) ADJ UNCH    1 2
 QE0445
 QE0445.Superseded values are not recommended for survey control.
 QE0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0445.See file dsdata.txt to determine how the superseded data were derived.
 QE0445
 QE0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ083290(NAD 83)
 QE0445_MARKER: Q = CHISELED SQUARE
 QE0445_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QE0445_SP_SET: DRAINPIPE
 QE0445_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0445
 QE0445  HISTORY     - Date     Condition        Report By
 QE0445  HISTORY     - UNK      MONUMENTED       USGS
 QE0445  HISTORY     - 1945     POOR             NGS
 QE0445
 QE0445                          STATION DESCRIPTION
 QE0445
 QE0445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 QE0445'1.8 MI SE FROM LEBANON.
 QE0445'1.8 MILES SOUTHEAST ALONG THE SOUTH SANTIAM HIGHWAY (U.S. 20) FROM THE
 QE0445'POST OFFICE AT LEBANON, LINN COUNTY, ABOUT 100 FEET SOUTHEAST OF A
 QE0445'ROAD LEADING SOUTH TO CROWFOOT, AT THE SOUTHWEST EDGE OF THE HIGHWAY,
 QE0445'AND ON A CONCRETE DRAINPIPE.  A CHISELED SQUARE.  NOTE-- THIS MARK IS
 QE0445'A CHISELED SQUARE ON THE END OF A CONCRETE CULVERT PIPE WHICH SHOWS
 QE0445'SIGNS OF DISTURBANCE.  USE WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0787 ***********************************************************************
 PC0787  DESIGNATION -  3603 VA=GRAY
 PC0787  PID         -  PC0787
 PC0787  STATE/COUNTY-  OR/LANE
 PC0787  USGS QUAD   -  OAKRIDGE (1997)
 PC0787
 PC0787                         *CURRENT SURVEY CONTROL
 PC0787  ___________________________________________________________________
 PC0787* NAD 83(1991)-  43 42 41.17299(N)    122 28 18.23619(W)     ADJUSTED  
 PC0787* NAVD 88     -      1100.     (meters)    3609.     (feet)  SCALED    
 PC0787  ___________________________________________________________________
 PC0787  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 PC0787  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 PC0787  HORZ ORDER  -  SECOND
 PC0787
 PC0787.The horizontal coordinates were established by classical geodetic methods
 PC0787.and adjusted by the National Geodetic Survey in October 1991.
 PC0787
 PC0787.The orthometric height was scaled from a topographic map.
 PC0787
 PC0787.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC0787
 PC0787.The geoid height was determined by GEOID03.
 PC0787
 PC0787;                    North         East     Units Scale Factor Converg.
 PC0787;SPC OR S     -   229,013.108 1,341,114.704   MT  0.99993946   -1 20 56.2
 PC0787;SPC OR S     -   751,355.34  4,399,982.62   iFT  0.99993946   -1 20 56.2
 PC0787;UTM  10      - 4,839,959.167   542,558.155   MT  0.99962228   +0 21 54.2
 PC0787
 PC0787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC0787!SPC OR S     -   0.99983107  x   0.99993946  =   0.99977054
 PC0787!UTM  10      -   0.99983107  x   0.99962228  =   0.99945341
 PC0787
 PC0787                          SUPERSEDED SURVEY CONTROL
 PC0787
 PC0787  NAD 83(1986)-  43 42 41.17930(N)    122 28 18.25353(W) AD(       ) 2
 PC0787  NAD 27      -  43 42 41.73860(N)    122 28 14.07460(W) AD(       ) 2
 PC0787
 PC0787.Superseded values are not recommended for survey control.
 PC0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0787.See file dsdata.txt to determine how the superseded data were derived.
 PC0787
 PC0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP4255839959(NAD 83)
 PC0787
 PC0787  HISTORY     - Date     Condition        Report By
 PC0787  HISTORY     - 1953     MONUMENTED       USGS
 PC0787
 PC0787                          STATION DESCRIPTION
 PC0787
 PC0787'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 PC0787'SEE STATION LARISON USGS RM 2
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0098 ***********************************************************************
 QC0098  DESIGNATION -  3609
 QC0098  PID         -  QC0098
 QC0098  STATE/COUNTY-  OR/GRANT
 QC0098  USGS QUAD   -  CANYON MTN (1983)
 QC0098
 QC0098                         *CURRENT SURVEY CONTROL
 QC0098  ___________________________________________________________________
 QC0098* NAD 83(1986)-  44 20 14.     (N)    118 57 02.     (W)     SCALED    
 QC0098* NAVD 88     -      1101.082  (meters)    3612.47   (feet)  ADJUSTED  
 QC0098  ___________________________________________________________________
 QC0098  GEOID HEIGHT-         -17.98  (meters)                     GEOID03
 QC0098  DYNAMIC HT  -        1100.639 (meters)    3611.01  (feet)  COMP
 QC0098  MODELED GRAV-     980,178.9   (mgal)                       NAVD 88
 QC0098
 QC0098  VERT ORDER  -  FIRST     CLASS II
 QC0098
 QC0098.The horizontal coordinates were scaled from a topographic map and have
 QC0098.an estimated accuracy of +/- 6 seconds.
 QC0098
 QC0098.The orthometric height was determined by differential leveling
 QC0098.and adjusted in June 1991.
 QC0098
 QC0098.The geoid height was determined by GEOID03.
 QC0098
 QC0098.The dynamic height is computed by dividing the NAVD 88
 QC0098.geopotential number by the normal gravity value computed on the
 QC0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0098.degrees latitude (g = 980.6199 gals.).
 QC0098
 QC0098.The modeled gravity was interpolated from observed gravity values.
 QC0098
 QC0098;                    North         East    Units  Estimated Accuracy
 QC0098;SPC OR N     -    75,700.    2,623,560.      MT  (+/- 180 meters Scaled)
 QC0098
 QC0098                          SUPERSEDED SURVEY CONTROL
 QC0098
 QC0098  NGVD 29 (??/??/92) 1099.860  (m)         3608.46   (f) ADJ UNCH    1 2
 QC0098
 QC0098.Superseded values are not recommended for survey control.
 QC0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0098.See file dsdata.txt to determine how the superseded data were derived.
 QC0098
 QC0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK445111(NAD 83)
 QC0098_MARKER: DD = SURVEY DISK
 QC0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QC0098_STAMPING: 3609 35 1929
 QC0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0098+STABILITY: SURFACE MOTION
 QC0098
 QC0098  HISTORY     - Date     Condition        Report By
 QC0098  HISTORY     - 1929     MONUMENTED       BPR
 QC0098  HISTORY     - 1935     GOOD             NGS
 QC0098  HISTORY     - 1972     MARK NOT FOUND   NGS
 QC0098  HISTORY     - 1985     MARK NOT FOUND   NGS
 QC0098
 QC0098                          STATION DESCRIPTION
 QC0098
 QC0098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 QC0098'4.2 MI S FROM CANYON CITY.
 QC0098'4.2 MILES SOUTH ALONG THE CANYON CITY-BURNS HIGHWAY FROM CANYON CITY,
 QC0098'GRANT COUNTY, AT THE NORTH END OF A CURVE, ABOUT 200 FEET NORTH OF A
 QC0098'SMALL RANCH HOUSE, 27 FEET NORTH OF A GATE, 65 FEET NORTH OF A LOW
 QC0098'BANK, 35 FEET EAST OF THE HIGHWAY CENTERLINE, IN THE TOP OF A CONCRETE
 QC0098'POST.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK STAMPED
 QC0098'3609 35 1929.
 QC0098
 QC0098                          STATION RECOVERY (1972)
 QC0098
 QC0098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 QC0098'MARK NOT FOUND.
 QC0098
 QC0098                          STATION RECOVERY (1985)
 QC0098
 QC0098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QC0098'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1096 ***********************************************************************
 QD1096  DESIGNATION -  361
 QD1096  PID         -  QD1096
 QD1096  STATE/COUNTY-  OR/JEFFERSON
 QD1096  USGS QUAD   -  THREE FINGERED JACK (1988)
 QD1096
 QD1096                         *CURRENT SURVEY CONTROL
 QD1096  ___________________________________________________________________
 QD1096* NAD 83(1986)-  44 25 27.     (N)    121 50 21.     (W)     SCALED    
 QD1096* NAVD 88     -      1456.113  (meters)    4777.26   (feet)  ADJUSTED  
 QD1096  ___________________________________________________________________
 QD1096  GEOID HEIGHT-         -21.14  (meters)                     GEOID03
 QD1096  DYNAMIC HT  -        1455.550 (meters)    4775.42  (feet)  COMP
 QD1096  MODELED GRAV-     980,179.4   (mgal)                       NAVD 88
 QD1096
 QD1096  VERT ORDER  -  FIRST     CLASS II
 QD1096
 QD1096.The horizontal coordinates were scaled from a topographic map and have
 QD1096.an estimated accuracy of +/- 6 seconds.
 QD1096
 QD1096.The orthometric height was determined by differential leveling
 QD1096.and adjusted in June 1991.
 QD1096
 QD1096.The geoid height was determined by GEOID03.
 QD1096
 QD1096.The dynamic height is computed by dividing the NAVD 88
 QD1096.geopotential number by the normal gravity value computed on the
 QD1096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1096.degrees latitude (g = 980.6199 gals.).
 QD1096
 QD1096.The modeled gravity was interpolated from observed gravity values.
 QD1096
 QD1096;                    North         East    Units  Estimated Accuracy
 QD1096;SPC OR N     -    85,060.    2,393,370.      MT  (+/- 180 meters Scaled)
 QD1096
 QD1096                          SUPERSEDED SURVEY CONTROL
 QD1096
 QD1096  NGVD 29 (??/??/92) 1454.893  (m)         4773.26   (f) ADJ UNCH    1 2
 QD1096
 QD1096.Superseded values are not recommended for survey control.
 QD1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1096.See file dsdata.txt to determine how the superseded data were derived.
 QD1096
 QD1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ924196(NAD 83)
 QD1096_MARKER: DD = SURVEY DISK
 QD1096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD1096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QD1096_STAMPING: 4774 23 361 34
 QD1096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD1096+STABILITY: SURFACE MOTION
 QD1096
 QD1096  HISTORY     - Date     Condition        Report By
 QD1096  HISTORY     - UNK      MONUMENTED       BPR
 QD1096  HISTORY     - 1941     GOOD             NGS
 QD1096  HISTORY     - 1987     MARK NOT FOUND   NGS
 QD1096
 QD1096                          STATION DESCRIPTION
 QD1096
 QD1096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QD1096'19.77 MI NW FROM SISTERS.
 QD1096'MARK IS LOCATED ALONG U.S. HIGHWAY NO. 20, 70 FEET SOUTH OF CENTER
 QD1096'LINE OF HIGHWAY, 15 FEET SOUTH OF SMALL STREAM, 0.08 MILE EAST OF
 QD1096'HIGHWAY SIGN, BIG LAKE, AT EDGE OF CUT BACK TIMBER LINE.  U.S.B.M.
 QD1096'WITNESS POST IS SET NEAR THE MARK.
 QD1096
 QD1096                          STATION RECOVERY (1987)
 QD1096
 QD1096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QD1096'THE HIGHWAY HAS BEEN WIDENED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0082 ***********************************************************************
 PA0082  DESIGNATION -  3612
 PA0082  PID         -  PA0082
 PA0082  STATE/COUNTY-  OR/HARNEY
 PA0082  USGS QUAD   -  DRINKWATER PASS (1990)
 PA0082
 PA0082                         *CURRENT SURVEY CONTROL
 PA0082  ___________________________________________________________________
 PA0082* NAD 83(1986)-  43 51 18.     (N)    118 17 11.     (W)     SCALED    
 PA0082* NAVD 88     -      1104.375  (meters)    3623.27   (feet)  ADJUSTED  
 PA0082  ___________________________________________________________________
 PA0082  GEOID HEIGHT-         -18.23  (meters)                     GEOID03
 PA0082  DYNAMIC HT  -        1103.913 (meters)    3621.75  (feet)  COMP
 PA0082  MODELED GRAV-     980,162.6   (mgal)                       NAVD 88
 PA0082
 PA0082  VERT ORDER  -  FIRST     CLASS II
 PA0082
 PA0082.The horizontal coordinates were scaled from a topographic map and have
 PA0082.an estimated accuracy of +/- 6 seconds.
 PA0082
 PA0082.The orthometric height was determined by differential leveling
 PA0082.and adjusted in June 1991.
 PA0082
 PA0082.The geoid height was determined by GEOID03.
 PA0082
 PA0082.The dynamic height is computed by dividing the NAVD 88
 PA0082.geopotential number by the normal gravity value computed on the
 PA0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0082.degrees latitude (g = 980.6199 gals.).
 PA0082
 PA0082.The modeled gravity was interpolated from observed gravity values.
 PA0082
 PA0082;                    North         East    Units  Estimated Accuracy
 PA0082;SPC OR S     -   245,450.    1,677,950.      MT  (+/- 180 meters Scaled)
 PA0082
 PA0082                          SUPERSEDED SURVEY CONTROL
 PA0082
 PA0082  NGVD 29 (??/??/92) 1103.259  (m)         3619.61   (f) ADJ UNCH    1 2
 PA0082
 PA0082.Superseded values are not recommended for survey control.
 PA0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0082.See file dsdata.txt to determine how the superseded data were derived.
 PA0082
 PA0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ966565(NAD 83)
 PA0082_MARKER: P = PIPE CAP
 PA0082_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PA0082_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PA0082_STAMPING: 3619.762 H 1903
 PA0082_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PA0082
 PA0082  HISTORY     - Date     Condition        Report By
 PA0082  HISTORY     - 1903     MONUMENTED       USGS
 PA0082  HISTORY     - 1944     GOOD             NGS
 PA0082  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 PA0082
 PA0082                          STATION DESCRIPTION
 PA0082
 PA0082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 PA0082'7.1 MI NE FROM DREWSEY.
 PA0082'7.1 MILES NORTHEAST ALONG THE DREWSEY-BEULAH ROAD FROM THE POST OFFICE
 PA0082'AT DREWSEY, SET AT A PRIVATE ROAD LEADING NORTHWEST, 80 FEET NORTH OF
 PA0082'CENTER-LINE OF ROAD, 27.4 FEET WEST OF THE WEST GATE POST, 0.3 FOOT
 PA0082'SOUTH OF THE FENCE, 1.3 FEET EAST OF REFERENCE POST.  BENCH MARK CAP
 PA0082'RIVETED ON TOP A 3 1/2-INCH IRON PIPE AND PROJECTING ABOUT 1 FOOT
 PA0082'ABOVE THE GROUND.  A U. S. G. S. BENCH MARK.
 PA0082
 PA0082                          STATION RECOVERY (1987)
 PA0082
 PA0082'RECOVERY NOTE BY US POWER SQUADRON 1987 (DMP)
 PA0082'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0664 ***********************************************************************
 RB0664  DESIGNATION -  362
 RB0664  PID         -  RB0664
 RB0664  STATE/COUNTY-  OR/UMATILLA
 RB0664  USGS QUAD   -  HAT ROCK (1993)
 RB0664
 RB0664                         *CURRENT SURVEY CONTROL
 RB0664  ___________________________________________________________________
 RB0664* NAD 83(1986)-  45 55 03.     (N)    119 08 42.     (W)     SCALED    
 RB0664* NAVD 88     -       111.752  (meters)     366.64   (feet)  ADJUSTED  
 RB0664  ___________________________________________________________________
 RB0664  GEOID HEIGHT-         -21.66  (meters)                     GEOID03
 RB0664  DYNAMIC HT  -         111.752 (meters)     366.64  (feet)  COMP
 RB0664  MODELED GRAV-     980,610.5   (mgal)                       NAVD 88
 RB0664
 RB0664  VERT ORDER  -  FIRST     CLASS II
 RB0664
 RB0664.The horizontal coordinates were scaled from a topographic map and have
 RB0664.an estimated accuracy of +/- 6 seconds.
 RB0664
 RB0664.The orthometric height was determined by differential leveling
 RB0664.and adjusted in June 1991.
 RB0664
 RB0664.The geoid height was determined by GEOID03.
 RB0664
 RB0664.The dynamic height is computed by dividing the NAVD 88
 RB0664.geopotential number by the normal gravity value computed on the
 RB0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0664.degrees latitude (g = 980.6199 gals.).
 RB0664
 RB0664.The modeled gravity was interpolated from observed gravity values.
 RB0664
 RB0664;                    North         East    Units  Estimated Accuracy
 RB0664;SPC OR N     -   251,010.    2,605,110.      MT  (+/- 180 meters Scaled)
 RB0664
 RB0664                          SUPERSEDED SURVEY CONTROL
 RB0664
 RB0664  NGVD 29 (??/??/92)  110.735  (m)          363.30   (f) ADJ UNCH    1 2
 RB0664
 RB0664.Superseded values are not recommended for survey control.
 RB0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0664.See file dsdata.txt to determine how the superseded data were derived.
 RB0664
 RB0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL336871(NAD 83)
 RB0664_MARKER: P = PIPE CAP
 RB0664_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RB0664_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RB0664_STAMPING: 363 480 A
 RB0664_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RB0664
 RB0664  HISTORY     - Date     Condition        Report By
 RB0664  HISTORY     - UNK      MONUMENTED       USGS
 RB0664  HISTORY     - 1961     GOOD             NGS
 RB0664
 RB0664                          STATION DESCRIPTION
 RB0664
 RB0664'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RB0664'11 MI ENE FROM UMATILLA.
 RB0664'REACHED FROM THE UMATILLA POST OFFICE, GO EAST ON U.S. HIGHWAY 730 FOR
 RB0664'730 9.5 MILES TO A T ROAD JUNCTION, TURN LEFT AS PER SIGN HAT ROCK
 RB0664'STATE PARK, GO 0.3 MILE TO A Y ROAD FORK, TURN SHARPLY RIGHT ON A
 RB0664'GRAVELED ROAD THAT WAS THE UNION PACIFIC RAILROAD GRADE, FOLLOW THIS
 RB0664'GRAVELED ROAD FOR 1.2 MILES.  24 FEET NORTH OF THE CENTER OF THE
 RB0664'GRAVELED ROAD, 40 FEET WEST OF THE CENTER LINE OF A TRACK ROAD LEADING
 RB0664'TO THE NORTHWEST.  THIS ROAD IS AT THE WEST SIDE OF A GROVE OF TREES
 RB0664'0.1 MILE WEST OF THE WEST END OF A LARGE WOODEN BUILDING THAT WAS A
 RB0664'WAREHOUSE AT THE RAILROAD SIDING OF COLD SPRINGS.  BRONZE CAP IS
 RB0664'RIVATED TO THE TOP OF A 3-1/2 INCH IRON PIPE THAT PROJECTS ABOUT 0.7
 RB0664'FOOT ABOVE THE SURFACE OF THE GROUND.  NOTE-- FROM HERE ON, TO THE END
 RB0664'OF THE OLD LEVEL LINE ALONG THE UNION PACIFIC RAILROAD, TO WALLULA,
 RB0664'WASHINGTON, THE MARK HAVE BEEN DESTROYED BY CONSTRUCTION OR ARE
 RB0664'COVERED WITH SEVERAL FEET OF WATER.  THERE MARKS SHOULD BE CONSIDERED
 RB0664'LOST AND DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0889 ***********************************************************************
 QE0889  DESIGNATION -  363 B
 QE0889  PID         -  QE0889
 QE0889  STATE/COUNTY-  OR/LANE
 QE0889  USGS QUAD   -  JUNCTION CITY (1986)
 QE0889
 QE0889                         *CURRENT SURVEY CONTROL
 QE0889  ___________________________________________________________________
 QE0889* NAD 83(1986)-  44 08 18.     (N)    123 10 39.     (W)     SCALED    
 QE0889* NAVD 88     -       112.089  (meters)     367.75   (feet)  ADJUSTED  
 QE0889  ___________________________________________________________________
 QE0889  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 QE0889  DYNAMIC HT  -         112.075 (meters)     367.70  (feet)  COMP
 QE0889  MODELED GRAV-     980,499.4   (mgal)                       NAVD 88
 QE0889
 QE0889  VERT ORDER  -  FIRST     CLASS II
 QE0889
 QE0889.The horizontal coordinates were scaled from a topographic map and have
 QE0889.an estimated accuracy of +/- 6 seconds.
 QE0889
 QE0889.The orthometric height was determined by differential leveling
 QE0889.and adjusted in June 1991.
 QE0889
 QE0889.The geoid height was determined by GEOID03.
 QE0889
 QE0889.The dynamic height is computed by dividing the NAVD 88
 QE0889.geopotential number by the normal gravity value computed on the
 QE0889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0889.degrees latitude (g = 980.6199 gals.).
 QE0889
 QE0889.The modeled gravity was interpolated from observed gravity values.
 QE0889
 QE0889;                    North         East    Units  Estimated Accuracy
 QE0889;SPC OR S     -   278,000.    1,285,780.      MT  (+/- 180 meters Scaled)
 QE0889
 QE0889                          SUPERSEDED SURVEY CONTROL
 QE0889
 QE0889  NGVD 29 (??/??/92)  110.996  (m)          364.16   (f) ADJ UNCH    1 2
 QE0889
 QE0889.Superseded values are not recommended for survey control.
 QE0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0889.See file dsdata.txt to determine how the superseded data were derived.
 QE0889
 QE0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP858872(NAD 83)
 QE0889_MARKER: P = PIPE CAP
 QE0889_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QE0889_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QE0889_STAMPING: S 11 363 B 1903
 QE0889_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0889
 QE0889  HISTORY     - Date     Condition        Report By
 QE0889  HISTORY     - 1903     MONUMENTED       USGS
 QE0889  HISTORY     - 1945     GOOD             NGS
 QE0889  HISTORY     - 1987     MARK NOT FOUND   NGS
 QE0889
 QE0889                          STATION DESCRIPTION
 QE0889
 QE0889'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 QE0889'1.9 MI N FROM IRVING.
 QE0889'ALONG THE SOUTHERN PACIFIC RAILWAY, 1.9 MILES NORTH OF THE STATION
 QE0889'SIGN AT IRVING, 4.2 FEET SOUTH OF THE FOURTH TELEGRAPH POLE SOUTH OF
 QE0889'MILEPOST NO. 655, APPROXIMATELY 440.0 FEET NORTH OF A SMALL RAILWAY
 QE0889'BRIDGE WHICH IS LOCATED 20.0 FEET NORTH OF A PRIVATE ROAD CROSSING,
 QE0889'21.0 FEET EAST OF THE EAST RAIL, 6.4 FEET WEST OF RIGHT OF WAY FENCE,
 QE0889'1.0 FEET BELOW THE RAILS, A U. S. GEOLOGICAL SURVEY CAP RIVETED ON THE
 QE0889'TOP OF AN IRON PIPE REINFORCED WITH CONCRETE AND PROJECTING 1.3 FOOT
 QE0889'ABOVE THE GROUND.
 QE0889
 QE0889                          STATION RECOVERY (1987)
 QE0889
 QE0889'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE0889'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0258 ***********************************************************************
 QD0258  DESIGNATION -  3633 RESET
 QD0258  PID         -  QD0258
 QD0258  STATE/COUNTY-  OR/CROOK
 QD0258  USGS QUAD   -  LIGGETT TABLE (1982)
 QD0258
 QD0258                         *CURRENT SURVEY CONTROL
 QD0258  ___________________________________________________________________
 QD0258* NAD 83(1986)-  44 05 57.     (N)    120 02 45.     (W)     SCALED    
 QD0258* NAVD 88     -      1108.508  (meters)    3636.83   (feet)  ADJUSTED  
 QD0258  ___________________________________________________________________
 QD0258  GEOID HEIGHT-         -19.35  (meters)                     GEOID03
 QD0258  DYNAMIC HT  -        1108.067 (meters)    3635.38  (feet)  COMP
 QD0258  MODELED GRAV-     980,182.9   (mgal)                       NAVD 88
 QD0258
 QD0258  VERT ORDER  -  FIRST     CLASS II
 QD0258
 QD0258.The horizontal coordinates were scaled from a topographic map and have
 QD0258.an estimated accuracy of +/- 6 seconds.
 QD0258
 QD0258.The orthometric height was determined by differential leveling
 QD0258.and adjusted in June 1991.
 QD0258
 QD0258.The geoid height was determined by GEOID03.
 QD0258
 QD0258.The dynamic height is computed by dividing the NAVD 88
 QD0258.geopotential number by the normal gravity value computed on the
 QD0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0258.degrees latitude (g = 980.6199 gals.).
 QD0258
 QD0258.The modeled gravity was interpolated from observed gravity values.
 QD0258
 QD0258;                    North         East    Units  Estimated Accuracy
 QD0258;SPC OR S     -   270,320.    1,536,370.      MT  (+/- 180 meters Scaled)
 QD0258
 QD0258                          SUPERSEDED SURVEY CONTROL
 QD0258
 QD0258  NGVD 29 (??/??/92) 1107.342  (m)         3633.00   (f) ADJ UNCH    1 2
 QD0258
 QD0258.Superseded values are not recommended for survey control.
 QD0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0258.See file dsdata.txt to determine how the superseded data were derived.
 QD0258
 QD0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGP364871(NAD 83)
 QD0258_MARKER: Z = SEE DESCRIPTION
 QD0258_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QD0258_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QD0258_STAMPING: 1903 H 3633.011 RESET 1941
 QD0258_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0258
 QD0258  HISTORY     - Date     Condition        Report By
 QD0258  HISTORY     - 1941     MONUMENTED       USGS
 QD0258  HISTORY     - 1941     GOOD             NGS
 QD0258
 QD0258                          STATION DESCRIPTION
 QD0258
 QD0258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QD0258'5.3 MI W FROM PAULINA.
 QD0258'MARK IS LOCATED ABOUT 5.3 MILES WEST OF PAULINA, ALONG THE ROAD TO
 QD0258'POST, 150 FEET EAST OF THE BRIDGE OVER THE SOUTH FORK OF CROOKED RIVER
 QD0258'BRIDGE, 30 FEET NORTH OF CENTER OF HIGHWAY.  WITNESS POST SET BY MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0798 ***********************************************************************
 QD0798  DESIGNATION -  3634
 QD0798  PID         -  QD0798
 QD0798  STATE/COUNTY-  OR/DESCHUTES
 QD0798  USGS QUAD   -  BEND (1981)
 QD0798
 QD0798                         *CURRENT SURVEY CONTROL
 QD0798  ___________________________________________________________________
 QD0798* NAD 83(1986)-  44 03 17.     (N)    121 19 02.     (W)     SCALED    
 QD0798* NAVD 88     -      1108.780  (meters)    3637.72   (feet)  ADJUSTED  
 QD0798  ___________________________________________________________________
 QD0798  GEOID HEIGHT-         -20.92  (meters)                     GEOID03
 QD0798  DYNAMIC HT  -        1108.342 (meters)    3636.29  (feet)  COMP
 QD0798  MODELED GRAV-     980,185.7   (mgal)                       NAVD 88
 QD0798
 QD0798  VERT ORDER  -  FIRST     CLASS II
 QD0798
 QD0798.The horizontal coordinates were scaled from a topographic map and have
 QD0798.an estimated accuracy of +/- 6 seconds.
 QD0798
 QD0798.The orthometric height was determined by differential leveling
 QD0798.and adjusted in June 1991.
 QD0798.WARNING-Repeat measurements at this control monument indicate possible
 QD0798.vertical movement.
 QD0798
 QD0798.The geoid height was determined by GEOID03.
 QD0798
 QD0798.The dynamic height is computed by dividing the NAVD 88
 QD0798.geopotential number by the normal gravity value computed on the
 QD0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0798.degrees latitude (g = 980.6199 gals.).
 QD0798
 QD0798.The modeled gravity was interpolated from observed gravity values.
 QD0798
 QD0798;                    North         East    Units  Estimated Accuracy
 QD0798;SPC OR S     -   265,600.    1,434,510.      MT  (+/- 180 meters Scaled)
 QD0798
 QD0798                          SUPERSEDED SURVEY CONTROL
 QD0798
 QD0798  NGVD 29 (??/??/92) 1107.599  (m)         3633.85   (f) ADJ UNCH    1 2
 QD0798
 QD0798.Superseded values are not recommended for survey control.
 QD0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0798.See file dsdata.txt to determine how the superseded data were derived.
 QD0798
 QD0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP347793(NAD 83)
 QD0798_MARKER: DG = GRAVITY STATION DISK
 QD0798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD0798_SP_SET: SQUARE CONCRETE MONUMENT
 QD0798_STAMPING: 3633.867 1917
 QD0798_MARK LOGO: CGS   
 QD0798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0798+STABILITY: SURFACE MOTION
 QD0798_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QD0798+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1988
 QD0798
 QD0798  HISTORY     - Date     Condition        Report By
 QD0798  HISTORY     - 1917     MONUMENTED       CGS
 QD0798  HISTORY     - 1933     GOOD             NGS
 QD0798  HISTORY     - 19880713 GOOD             NGS
 QD0798
 QD0798                          STATION DESCRIPTION
 QD0798
 QD0798'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 QD0798'IN BEND.
 QD0798'IN THE SOUTH PART OF BEND, DESCHUTES COUNTY, ON THE EAST SIDE OF
 QD0798'WALLSTREET, 87 FEET SOUTHWEST OF THE REID SCHOOL, IN THE LAWN.  A
 QD0798'STANDARD MAGNETIC STATION DISK STAMPED 3634 1917 AND SET IN THE TOP OF
 QD0798'A CONCRETE POST.
 QD0798
 QD0798                          STATION RECOVERY (1988)
 QD0798
 QD0798'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QD0798'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN BEND, AT
 QD0798'THE INTERSECTION OF GEORGIA AVENUE AND WALL STREET, 37.2 M (122.0 FT)
 QD0798'NORTH OF THE CENTERLINE OF THE AVENUE, 26.5 M (86.9 FT) SOUTH OF THE
 QD0798'SOUTHWEST CORNER OF REID SCHOOL, 18.1 M (59.4 FT) EAST OF THE
 QD0798'CENTERLINE OF THE STREET, 5.2 M (17.1 FT) NORTH OF A CHAIN LINK
 QD0798'FENCE, 2.0 M (6.6 FT) NORTH OF A 30-INCH PINE TREE, 0.6 M (2.0 FT)
 QD0798'ABOVE THE LEVEL OF THE STREET, AND IN TOP OF A CONCRETE POST THAT IS
 QD0798'FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0795 ***********************************************************************
 QD0795  DESIGNATION -  3636=F 285
 QD0795  PID         -  QD0795
 QD0795  STATE/COUNTY-  OR/DESCHUTES
 QD0795  USGS QUAD   -  BEND (1981)
 QD0795
 QD0795                         *CURRENT SURVEY CONTROL
 QD0795  ___________________________________________________________________
 QD0795* NAD 83(1986)-  44 03 21.     (N)    121 18 23.     (W)     SCALED    
 QD0795* NAVD 88     -      1109.573  (meters)    3640.32   (feet)  ADJUSTED  
 QD0795  ___________________________________________________________________
 QD0795  GEOID HEIGHT-         -20.92  (meters)                     GEOID03
 QD0795  DYNAMIC HT  -        1109.132 (meters)    3638.88  (feet)  COMP
 QD0795  MODELED GRAV-     980,183.4   (mgal)                       NAVD 88
 QD0795
 QD0795  VERT ORDER  -  FIRST     CLASS II
 QD0795
 QD0795.The horizontal coordinates were scaled from a topographic map and have
 QD0795.an estimated accuracy of +/- 6 seconds.
 QD0795
 QD0795.The orthometric height was determined by differential leveling
 QD0795.and adjusted in June 1991.
 QD0795
 QD0795.The geoid height was determined by GEOID03.
 QD0795
 QD0795.The dynamic height is computed by dividing the NAVD 88
 QD0795.geopotential number by the normal gravity value computed on the
 QD0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0795.degrees latitude (g = 980.6199 gals.).
 QD0795
 QD0795.The modeled gravity was interpolated from observed gravity values.
 QD0795
 QD0795;                    North         East    Units  Estimated Accuracy
 QD0795;SPC OR S     -   265,720.    1,435,380.      MT  (+/- 180 meters Scaled)
 QD0795
 QD0795                          SUPERSEDED SURVEY CONTROL
 QD0795
 QD0795  NGVD 29 (??/??/92) 1108.393  (m)         3636.45   (f) ADJ UNCH    1 2
 QD0795
 QD0795.Superseded values are not recommended for survey control.
 QD0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0795.See file dsdata.txt to determine how the superseded data were derived.
 QD0795
 QD0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP356794(NAD 83)
 QD0795_MARKER: DD = SURVEY DISK
 QD0795_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QD0795_SP_SET: WINGWALL
 QD0795_STAMPING: F 285 1940 3636
 QD0795_MARK LOGO: ORHD  
 QD0795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0795+STABILITY: SURFACE MOTION
 QD0795_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QD0795+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1988
 QD0795
 QD0795  HISTORY     - Date     Condition        Report By
 QD0795  HISTORY     - 1940     MONUMENTED       ORDT
 QD0795  HISTORY     - 1941     GOOD             NGS
 QD0795  HISTORY     - 19880713 GOOD             NGS
 QD0795
 QD0795                          STATION DESCRIPTION
 QD0795
 QD0795'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QD0795'IN BEND.
 QD0795'THE MARK IS LOCATED ON THE NORTH SIDE OF FRANKLIN AVENUE, NORTHEAST
 QD0795'CORNER OF THE OREGON TRUNK RAILWAY VIADUCT OVER THE DALLES-CALIFORNIA
 QD0795'HIGHWAY, TOP OF WINGWALL, NEAR TRACK LEVEL.
 QD0795
 QD0795                          STATION RECOVERY (1988)
 QD0795
 QD0795'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QD0795'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN BEND, AT
 QD0795'THE INTERSECTION OF FRANKLIN AVENUE AND THE BURLINGTON NORTHERN
 QD0795'RAILROAD, IN THE NORTHEAST WINGWALL OF THE RAILROAD OVERPASS OF THE
 QD0795'AVENUE, 7.2 M (23.6 FT) NORTH OF THE CENTERLINE OF THE AVENUE, 3.3 M
 QD0795'(10.8 FT) EAST OF THE NEAR RAIL, AND LEVEL WITH THE TRACKS.
 QD0795'NOTE--THIS MARK IS CARRIED AS F 285 USGS IN HGZ L9260.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0792 ***********************************************************************
 QD0792  DESIGNATION -  3636=H 285
 QD0792  PID         -  QD0792
 QD0792  STATE/COUNTY-  OR/DESCHUTES
 QD0792  USGS QUAD   -  BEND (1981)
 QD0792
 QD0792                         *CURRENT SURVEY CONTROL
 QD0792  ___________________________________________________________________
 QD0792* NAD 83(1986)-  44 03 03.     (N)    121 18 09.     (W)     SCALED    
 QD0792* NAVD 88     -      1109.568  (meters)    3640.31   (feet)  ADJUSTED  
 QD0792  ___________________________________________________________________
 QD0792  GEOID HEIGHT-         -20.91  (meters)                     GEOID03
 QD0792  DYNAMIC HT  -        1109.126 (meters)    3638.86  (feet)  COMP
 QD0792  MODELED GRAV-     980,182.8   (mgal)                       NAVD 88
 QD0792
 QD0792  VERT ORDER  -  FIRST     CLASS II
 QD0792
 QD0792.The horizontal coordinates were scaled from a topographic map and have
 QD0792.an estimated accuracy of +/- 6 seconds.
 QD0792
 QD0792.The orthometric height was determined by differential leveling
 QD0792.and adjusted in June 1991.
 QD0792.WARNING-Repeat measurements at this control monument indicate possible
 QD0792.vertical movement.
 QD0792
 QD0792.The geoid height was determined by GEOID03.
 QD0792
 QD0792.The dynamic height is computed by dividing the NAVD 88
 QD0792.geopotential number by the normal gravity value computed on the
 QD0792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0792.degrees latitude (g = 980.6199 gals.).
 QD0792
 QD0792.The modeled gravity was interpolated from observed gravity values.
 QD0792
 QD0792;                    North         East    Units  Estimated Accuracy
 QD0792;SPC OR S     -   265,160.    1,435,690.      MT  (+/- 180 meters Scaled)
 QD0792
 QD0792                          SUPERSEDED SURVEY CONTROL
 QD0792
 QD0792  NGVD 29 (??/??/92) 1108.397  (m)         3636.47   (f) ADJ UNCH    1 2
 QD0792
 QD0792.Superseded values are not recommended for survey control.
 QD0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0792.See file dsdata.txt to determine how the superseded data were derived.
 QD0792
 QD0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP359789(NAD 83)
 QD0792_MARKER: DD = SURVEY DISK
 QD0792_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QD0792_SP_SET: BRIDGE GUARDRAIL
 QD0792_STAMPING: H 285 1940 3636
 QD0792_MARK LOGO: ORHD  
 QD0792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0792+STABILITY: SURFACE MOTION
 QD0792_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QD0792+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1988
 QD0792
 QD0792  HISTORY     - Date     Condition        Report By
 QD0792  HISTORY     - 1940     MONUMENTED       ORDT
 QD0792  HISTORY     - 1941     GOOD             NGS
 QD0792  HISTORY     - 19880713 GOOD             NGS
 QD0792
 QD0792                          STATION DESCRIPTION
 QD0792
 QD0792'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QD0792'IN BEND.
 QD0792'THE MARK IS LOCATED ON THE WEST SIDE OF THIRD STREET, LOWER PART OF
 QD0792'THE DALLES-CALIFORNIA HIGHWAY PASS UNDER THE OREGON TRUNK RAILWAY, TOP
 QD0792'OF CURB DIRECTLY UNDER NORTH FACE OF SUPERSTRUCTURE.
 QD0792
 QD0792                          STATION RECOVERY (1988)
 QD0792
 QD0792'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QD0792'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0452 ***********************************************************************
 QD0452  DESIGNATION -  3643
 QD0452  PID         -  QD0452
 QD0452  STATE/COUNTY-  OR/JEFFERSON
 QD0452  USGS QUAD   -  BREWER RESERVOIR (1992)
 QD0452
 QD0452                         *CURRENT SURVEY CONTROL
 QD0452  ___________________________________________________________________
 QD0452* NAD 83(1986)-  44 32 34.     (N)    120 55 56.     (W)     SCALED    
 QD0452* NAVD 88     -      1113.977  (meters)    3654.77   (feet)  ADJUSTED  
 QD0452  ___________________________________________________________________
 QD0452  GEOID HEIGHT-         -20.45  (meters)                     GEOID03
 QD0452  DYNAMIC HT  -        1113.628 (meters)    3653.63  (feet)  COMP
 QD0452  MODELED GRAV-     980,265.4   (mgal)                       NAVD 88
 QD0452
 QD0452  VERT ORDER  -  FIRST     CLASS II
 QD0452
 QD0452.The horizontal coordinates were scaled from a topographic map and have
 QD0452.an estimated accuracy of +/- 6 seconds.
 QD0452
 QD0452.The orthometric height was determined by differential leveling
 QD0452.and adjusted in June 1991.
 QD0452
 QD0452.The geoid height was determined by GEOID03.
 QD0452
 QD0452.The dynamic height is computed by dividing the NAVD 88
 QD0452.geopotential number by the normal gravity value computed on the
 QD0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0452.degrees latitude (g = 980.6199 gals.).
 QD0452
 QD0452.The modeled gravity was interpolated from observed gravity values.
 QD0452
 QD0452;                    North         East    Units  Estimated Accuracy
 QD0452;SPC OR N     -    97,450.    2,465,650.      MT  (+/- 180 meters Scaled)
 QD0452
 QD0452                          SUPERSEDED SURVEY CONTROL
 QD0452
 QD0452  NGVD 29 (??/??/92) 1112.845  (m)         3651.06   (f) ADJ UNCH    1 2
 QD0452
 QD0452.Superseded values are not recommended for survey control.
 QD0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0452.See file dsdata.txt to determine how the superseded data were derived.
 QD0452
 QD0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ642342(NAD 83)
 QD0452_MARKER: P = PIPE CAP
 QD0452_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QD0452_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QD0452_STAMPING: 3651.518 H 1904
 QD0452_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0452
 QD0452  HISTORY     - Date     Condition        Report By
 QD0452  HISTORY     - 1904     MONUMENTED       USGS
 QD0452  HISTORY     - 1936     GOOD             NGS
 QD0452
 QD0452                          STATION DESCRIPTION
 QD0452
 QD0452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 QD0452'5.7 MI SE FROM HAY CREEK.
 QD0452'5.7 MILES SOUTHEAST OF HAY CREEK 4.5 MILES NORTHWEST OF GRIZZLY 95
 QD0452'FEET SOUTHWEST OF RANCH HOUSE.  36 FEET EAST OF CENTER LINE OF HAY
 QD0452'CREEK-PRINEVILLE ROAD, OPPOSITE BARN ON WEST SIDE OF ROAD.  3 FEET
 QD0452'INSIDE OF EAST FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0918 ***********************************************************************
 QB0918  DESIGNATION -  3646
 QB0918  PID         -  QB0918
 QB0918  STATE/COUNTY-  OR/BAKER
 QB0918  USGS QUAD   -  BOWEN VALLEY (1993)
 QB0918
 QB0918                         *CURRENT SURVEY CONTROL
 QB0918  ___________________________________________________________________
 QB0918* NAD 83(1986)-  44 43 01.     (N)    117 45 57.     (W)     SCALED    
 QB0918* NAVD 88     -      1114.861  (meters)    3657.67   (feet)  ADJUSTED  
 QB0918  ___________________________________________________________________
 QB0918  GEOID HEIGHT-         -17.07  (meters)                     GEOID03
 QB0918  DYNAMIC HT  -        1114.459 (meters)    3656.35  (feet)  COMP
 QB0918  MODELED GRAV-     980,218.8   (mgal)                       NAVD 88
 QB0918
 QB0918  VERT ORDER  -  FIRST     CLASS II
 QB0918
 QB0918.The horizontal coordinates were scaled from a topographic map and have
 QB0918.an estimated accuracy of +/- 6 seconds.
 QB0918
 QB0918.The orthometric height was determined by differential leveling
 QB0918.and adjusted in June 1991.
 QB0918
 QB0918.The geoid height was determined by GEOID03.
 QB0918
 QB0918.The dynamic height is computed by dividing the NAVD 88
 QB0918.geopotential number by the normal gravity value computed on the
 QB0918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0918.degrees latitude (g = 980.6199 gals.).
 QB0918
 QB0918.The modeled gravity was interpolated from observed gravity values.
 QB0918
 QB0918;                    North         East    Units  Estimated Accuracy
 QB0918;SPC OR N     -   120,370.    2,716,580.      MT  (+/- 180 meters Scaled)
 QB0918
 QB0918                          SUPERSEDED SURVEY CONTROL
 QB0918
 QB0918  NGVD 29 (??/??/92) 1113.673  (m)         3653.78   (f) ADJ UNCH    1 2
 QB0918
 QB0918.Superseded values are not recommended for survey control.
 QB0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0918.See file dsdata.txt to determine how the superseded data were derived.
 QB0918
 QB0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK393517(NAD 83)
 QB0918_MARKER: P = PIPE CAP
 QB0918_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QB0918_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QB0918_STAMPING: 3654.245 BC A
 QB0918_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB0918
 QB0918  HISTORY     - Date     Condition        Report By
 QB0918  HISTORY     - UNK      MONUMENTED       USGS
 QB0918  HISTORY     - 1941     GOOD             NGS
 QB0918  HISTORY     - 1954     GOOD             NGS
 QB0918
 QB0918                          STATION DESCRIPTION
 QB0918
 QB0918'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QB0918'IN BAKER.
 QB0918'AT QUARTZ, BAKER COUNTY, AT UNION PACIFIC RAILROAD MILEAGE 347.7, 176
 QB0918'FEET NORTH ACROSS THE OREGON TRAIL (U.S. 30) FROM THE CENTER LINE OF
 QB0918'THE MAIN TRACK, 76 FEET EAST OF A WIRE GATE, 109 FEET NORTH OF THE
 QB0918'WESTERNMOST SECTION HOUSE, ABOUT 2 FEET WEST OF THE PROLONGATION OF
 QB0918'THE EAST FACE, 1.3 FEET EAST OF A PRIVATE GARAGE AND IN LINE WITH THE
 QB0918'EAST SHOULDER OF THE FILL LEADING TO IT, AND 49 FEET NORTH OF THE
 QB0918'CENTER LINE OF THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY
 QB0918'STANDARD CAP, STAMPED 3654.245 BC A AND RIVETED ON THE TOP OF A 3-1/2
 QB0918'INCH IRON PIPE ENCASED IN CONCRETE.
 QB0918
 QB0918                          STATION RECOVERY (1954)
 QB0918
 QB0918'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 QB0918'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1097 ***********************************************************************
 QD1097  DESIGNATION -  365
 QD1097  PID         -  QD1097
 QD1097  STATE/COUNTY-  OR/JEFFERSON
 QD1097  USGS QUAD   -  THREE FINGERED JACK (1988)
 QD1097
 QD1097                         *CURRENT SURVEY CONTROL
 QD1097  ___________________________________________________________________
 QD1097* NAD 83(1986)-  44 25 21.     (N)    121 50 01.     (W)     SCALED    
 QD1097* NAVD 88     -      1437.145  (meters)    4715.03   (feet)  ADJUSTED  
 QD1097  ___________________________________________________________________
 QD1097  GEOID HEIGHT-         -21.14  (meters)                     GEOID03
 QD1097  DYNAMIC HT  -        1436.588 (meters)    4713.21  (feet)  COMP
 QD1097  MODELED GRAV-     980,179.2   (mgal)                       NAVD 88
 QD1097
 QD1097  VERT ORDER  -  FIRST     CLASS II
 QD1097
 QD1097.The horizontal coordinates were scaled from a topographic map and have
 QD1097.an estimated accuracy of +/- 6 seconds.
 QD1097
 QD1097.The orthometric height was determined by differential leveling
 QD1097.and adjusted in June 1991.
 QD1097
 QD1097.The geoid height was determined by GEOID03.
 QD1097
 QD1097.The dynamic height is computed by dividing the NAVD 88
 QD1097.geopotential number by the normal gravity value computed on the
 QD1097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1097.degrees latitude (g = 980.6199 gals.).
 QD1097
 QD1097.The modeled gravity was interpolated from observed gravity values.
 QD1097
 QD1097;                    North         East    Units  Estimated Accuracy
 QD1097;SPC OR N     -    84,870.    2,393,810.      MT  (+/- 180 meters Scaled)
 QD1097
 QD1097                          SUPERSEDED SURVEY CONTROL
 QD1097
 QD1097  NGVD 29 (??/??/92) 1435.923  (m)         4711.02   (f) ADJ UNCH    1 2
 QD1097
 QD1097.Superseded values are not recommended for survey control.
 QD1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1097.See file dsdata.txt to determine how the superseded data were derived.
 QD1097
 QD1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ928194(NAD 83)
 QD1097_MARKER: DD = SURVEY DISK
 QD1097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD1097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QD1097_STAMPING: 23 365 1934
 QD1097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD1097+STABILITY: SURFACE MOTION
 QD1097
 QD1097  HISTORY     - Date     Condition        Report By
 QD1097  HISTORY     - UNK      MONUMENTED       BPR
 QD1097  HISTORY     - 1941     GOOD             NGS
 QD1097  HISTORY     - 1987     GOOD             USPSQD
 QD1097  HISTORY     - 1987     MARK NOT FOUND   NGS
 QD1097
 QD1097                          STATION DESCRIPTION
 QD1097
 QD1097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QD1097'6.85 MI E FROM SANTIAM JUNCTION.
 QD1097'6.85 MILES EAST ON SANTIAM HIGHWAY 54 FEET SOUTHWEST OF HIGHWAY, 6
 QD1097'FEET NORTHEAST OF NORTHWEST END OF SNOW FENCE.  WITNESS POST SET.
 QD1097
 QD1097                          STATION RECOVERY (1987)
 QD1097
 QD1097'RECOVERY NOTE BY US POWER SQUADRON 1987 (KRN)
 QD1097'RECOVERED IN GOOD CONDITION.
 QD1097
 QD1097                          STATION RECOVERY (1987)
 QD1097
 QD1097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QD1097'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0890 ***********************************************************************
 QD0890  DESIGNATION -  3651
 QD0890  PID         -  QD0890
 QD0890  STATE/COUNTY-  OR/DESCHUTES
 QD0890  USGS QUAD   -  BEND (1981)
 QD0890
 QD0890                         *CURRENT SURVEY CONTROL
 QD0890  ___________________________________________________________________
 QD0890* NAD 83(1986)-  44 03 17.     (N)    121 16 28.     (W)     SCALED    
 QD0890* NAVD 88     -      1113.994  (meters)    3654.83   (feet)  ADJUSTED  
 QD0890  ___________________________________________________________________
 QD0890  GEOID HEIGHT-         -20.91  (meters)                     GEOID03
 QD0890  DYNAMIC HT  -        1113.553 (meters)    3653.38  (feet)  COMP
 QD0890  MODELED GRAV-     980,184.4   (mgal)                       NAVD 88
 QD0890
 QD0890  VERT ORDER  -  FIRST     CLASS II
 QD0890
 QD0890.The horizontal coordinates were scaled from a topographic map and have
 QD0890.an estimated accuracy of +/- 6 seconds.
 QD0890
 QD0890.The orthometric height was determined by differential leveling
 QD0890.and adjusted in June 1991.
 QD0890
 QD0890.The geoid height was determined by GEOID03.
 QD0890
 QD0890.The dynamic height is computed by dividing the NAVD 88
 QD0890.geopotential number by the normal gravity value computed on the
 QD0890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0890.degrees latitude (g = 980.6199 gals.).
 QD0890
 QD0890.The modeled gravity was interpolated from observed gravity values.
 QD0890
 QD0890;                    North         East    Units  Estimated Accuracy
 QD0890;SPC OR S     -   265,570.    1,437,940.      MT  (+/- 180 meters Scaled)
 QD0890
 QD0890                          SUPERSEDED SURVEY CONTROL
 QD0890
 QD0890  NGVD 29 (??/??/92) 1112.828  (m)         3651.00   (f) ADJ UNCH    1 2
 QD0890
 QD0890.Superseded values are not recommended for survey control.
 QD0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0890.See file dsdata.txt to determine how the superseded data were derived.
 QD0890
 QD0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP382793(NAD 83)
 QD0890_MARKER: DD = SURVEY DISK
 QD0890_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QD0890_SP_SET: CULVERT
 QD0890_STAMPING: 3651 1929
 QD0890_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0890
 QD0890  HISTORY     - Date     Condition        Report By
 QD0890  HISTORY     - 1929     MONUMENTED       ORDT
 QD0890  HISTORY     - 1941     GOOD             LOCENG
 QD0890
 QD0890                          STATION DESCRIPTION
 QD0890
 QD0890'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1929
 QD0890'2 MI E FROM BEND.
 QD0890'BEND, ABOUT 2 MILES EASTERLY FROM, ON WEST END OF SOUTH CONCRETE
 QD0890'HEADWALL OF IRRIGATION SYPHON CULVERT UNDER CENTRAL OREGON HIGHWAY,
 QD0890'JUST SOUTHEAST OF PILOT BUTTE.
 QD0890
 QD0890                          STATION RECOVERY (1941)
 QD0890
 QD0890'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1941
 QD0890'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0940 ***********************************************************************
 QD0940  DESIGNATION -  3655
 QD0940  PID         -  QD0940
 QD0940  STATE/COUNTY-  OR/DESCHUTES
 QD0940  USGS QUAD   -  BEND (1981)
 QD0940
 QD0940                         *CURRENT SURVEY CONTROL
 QD0940  ___________________________________________________________________
 QD0940* NAD 83(1986)-  44 01 47.     (N)    121 20 10.     (W)     SCALED    
 QD0940* NAVD 88     -      1115.135  (meters)    3658.57   (feet)  ADJUSTED  
 QD0940  ___________________________________________________________________
 QD0940  GEOID HEIGHT-         -20.86  (meters)                     GEOID03
 QD0940  DYNAMIC HT  -        1114.684 (meters)    3657.09  (feet)  COMP
 QD0940  MODELED GRAV-     980,175.7   (mgal)                       NAVD 88
 QD0940
 QD0940  VERT ORDER  -  SECOND    CLASS 0
 QD0940
 QD0940.The horizontal coordinates were scaled from a topographic map and have
 QD0940.an estimated accuracy of +/- 6 seconds.
 QD0940
 QD0940.The orthometric height was determined by differential leveling
 QD0940.and adjusted in June 1991.
 QD0940
 QD0940.The geoid height was determined by GEOID03.
 QD0940
 QD0940.The dynamic height is computed by dividing the NAVD 88
 QD0940.geopotential number by the normal gravity value computed on the
 QD0940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0940.degrees latitude (g = 980.6199 gals.).
 QD0940
 QD0940.The modeled gravity was interpolated from observed gravity values.
 QD0940
 QD0940;                    North         East    Units  Estimated Accuracy
 QD0940;SPC OR S     -   262,840.    1,432,970.      MT  (+/- 180 meters Scaled)
 QD0940
 QD0940                          SUPERSEDED SURVEY CONTROL
 QD0940
 QD0940  NGVD 29 (??/??/92) 1113.952  (m)         3654.69   (f) ADJ UNCH    2 0
 QD0940
 QD0940.Superseded values are not recommended for survey control.
 QD0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0940.See file dsdata.txt to determine how the superseded data were derived.
 QD0940
 QD0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP333765(NAD 83)
 QD0940_MARKER: DD = SURVEY DISK
 QD0940_SETTING: 80 = SET IN A BOULDER
 QD0940_SP_SET: BOULDER
 QD0940_STAMPING: 3655 ORE
 QD0940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0940+STABILITY: SURFACE MOTION
 QD0940
 QD0940  HISTORY     - Date     Condition        Report By
 QD0940  HISTORY     - UNK      MONUMENTED       USGS
 QD0940  HISTORY     - 1963     GOOD             NGS
 QD0940
 QD0940                          STATION DESCRIPTION
 QD0940
 QD0940'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 QD0940'2.9 MI SW FROM BEND.
 QD0940'REACHED FROM THE POST OFFICE IN BEND BY GOING SOUTHWEST ALONG CENTURY
 QD0940'DRIVE FOR 2.9 MILES TO A LOCKED WIRE GATE ON THE LEFT AND THE END OF
 QD0940'TRUCK TRAVEL.  FROM HERE PACK SOUTHEAST ACROSS A SMALL FIELD AND THEN
 QD0940'INTO SOME RANGE LAND TO THE BOTTOM OF THE FIRST DRAW, THEN GO
 QD0940'NORTHEAST IN THE BOTTOM OF THE DRAW TO THE RIVER AND THE MARK, 30 FEET
 QD0940'NORTHWEST OF THE EDGE OF THE RIVER AND ABOUT 8 FEET ABOVE THE RIVER IN
 QD0940'THE TOP OF A 5 BY 7 FOOT BOULDER THAT PROJECTS 4 FEET.  THE LETTERS B
 QD0940'M WERE PAINTED ON THE NORTHWEST FACE OF THE BOULDER. LENGTH OF PACK IS
 QD0940'ABOUT 5 MINUTES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0793 ***********************************************************************
 QD0793  DESIGNATION -  3656=G 285
 QD0793  PID         -  QD0793
 QD0793  STATE/COUNTY-  OR/DESCHUTES
 QD0793  USGS QUAD   -  BEND (1981)
 QD0793
 QD0793                         *CURRENT SURVEY CONTROL
 QD0793  ___________________________________________________________________
 QD0793* NAD 83(1986)-  44 03 03.     (N)    121 18 09.     (W)     SCALED    
 QD0793* NAVD 88     -      1115.599  (meters)    3660.09   (feet)  ADJUSTED  
 QD0793  ___________________________________________________________________
 QD0793  GEOID HEIGHT-         -20.91  (meters)                     GEOID03
 QD0793  DYNAMIC HT  -        1115.155 (meters)    3658.64  (feet)  COMP
 QD0793  MODELED GRAV-     980,182.8   (mgal)                       NAVD 88
 QD0793
 QD0793  VERT ORDER  -  FIRST     CLASS II
 QD0793
 QD0793.The horizontal coordinates were scaled from a topographic map and have
 QD0793.an estimated accuracy of +/- 6 seconds.
 QD0793
 QD0793.The orthometric height was determined by differential leveling
 QD0793.and adjusted in June 1991.
 QD0793
 QD0793.The geoid height was determined by GEOID03.
 QD0793
 QD0793.The dynamic height is computed by dividing the NAVD 88
 QD0793.geopotential number by the normal gravity value computed on the
 QD0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0793.degrees latitude (g = 980.6199 gals.).
 QD0793
 QD0793.The modeled gravity was interpolated from observed gravity values.
 QD0793
 QD0793;                    North         East    Units  Estimated Accuracy
 QD0793;SPC OR S     -   265,160.    1,435,690.      MT  (+/- 180 meters Scaled)
 QD0793
 QD0793                          SUPERSEDED SURVEY CONTROL
 QD0793
 QD0793  NGVD 29 (??/??/92) 1114.420  (m)         3656.23   (f) ADJ UNCH    1 2
 QD0793
 QD0793.Superseded values are not recommended for survey control.
 QD0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0793.See file dsdata.txt to determine how the superseded data were derived.
 QD0793
 QD0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP359789(NAD 83)
 QD0793_MARKER: DD = SURVEY DISK
 QD0793_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QD0793_SP_SET: CURB
 QD0793_STAMPING: G 285 1940 3656
 QD0793_MARK LOGO: ORHD  
 QD0793_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0793_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QD0793+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1988
 QD0793
 QD0793  HISTORY     - Date     Condition        Report By
 QD0793  HISTORY     - 1940     MONUMENTED       ORDT
 QD0793  HISTORY     - 1941     GOOD             NGS
 QD0793  HISTORY     - 19880713 GOOD             NGS
 QD0793
 QD0793                          STATION DESCRIPTION
 QD0793
 QD0793'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QD0793'IN BEND.
 QD0793'THE MARK IS LOCATED ON THE WEST SIDE OF THIRD STREET, UPPER PART OF
 QD0793'THE DALLES-CALIFORNIA HIGHWAY PASS UNDER THE OREGON TRUNK RAILWAY,
 QD0793'OVER THE NORTHWEST SIDEWALK PORTAL, NORTH OF AND NEAR TRACK LEVEL, IN
 QD0793'NORTH HANDRAIL BASE.
 QD0793
 QD0793                          STATION RECOVERY (1988)
 QD0793
 QD0793'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QD0793'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0689 ***********************************************************************
 QC0689  DESIGNATION -  3664 BC
 QC0689  PID         -  QC0689
 QC0689  STATE/COUNTY-  OR/BAKER
 QC0689  USGS QUAD   -  HEREFORD (1972)
 QC0689
 QC0689                         *CURRENT SURVEY CONTROL
 QC0689  ___________________________________________________________________
 QC0689* NAD 83(1986)-  44 29 55.     (N)    118 02 13.     (W)     SCALED    
 QC0689* NAVD 88     -      1116.282  (meters)    3662.34   (feet)  ADJUSTED  
 QC0689  ___________________________________________________________________
 QC0689  GEOID HEIGHT-         -17.42  (meters)                     GEOID03
 QC0689  DYNAMIC HT  -        1115.850 (meters)    3660.92  (feet)  COMP
 QC0689  MODELED GRAV-     980,193.4   (mgal)                       NAVD 88
 QC0689
 QC0689  VERT ORDER  -  FIRST     CLASS II
 QC0689
 QC0689.The horizontal coordinates were scaled from a topographic map and have
 QC0689.an estimated accuracy of +/- 6 seconds.
 QC0689
 QC0689.The orthometric height was determined by differential leveling
 QC0689.and adjusted in June 1991.
 QC0689
 QC0689.The geoid height was determined by GEOID03.
 QC0689
 QC0689.The dynamic height is computed by dividing the NAVD 88
 QC0689.geopotential number by the normal gravity value computed on the
 QC0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0689.degrees latitude (g = 980.6199 gals.).
 QC0689
 QC0689.The modeled gravity was interpolated from observed gravity values.
 QC0689
 QC0689;                    North         East    Units  Estimated Accuracy
 QC0689;SPC OR N     -    95,430.    2,695,850.      MT  (+/- 180 meters Scaled)
 QC0689
 QC0689                          SUPERSEDED SURVEY CONTROL
 QC0689
 QC0689  NGVD 29 (??/??/92) 1115.08   (m)         3658.4    (f) COMPUTED    1 2
 QC0689
 QC0689.Superseded values are not recommended for survey control.
 QC0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0689.See file dsdata.txt to determine how the superseded data were derived.
 QC0689
 QC0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK175277(NAD 83)
 QC0689_MARKER: P = PIPE CAP
 QC0689_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QC0689_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QC0689_STAMPING: 3664 BC
 QC0689_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QC0689
 QC0689  HISTORY     - Date     Condition        Report By
 QC0689  HISTORY     - UNK      MONUMENTED       USGS
 QC0689  HISTORY     - 1944     GOOD             NGS
 QC0689
 QC0689                          STATION DESCRIPTION
 QC0689
 QC0689'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 QC0689'IN HEREFORD.
 QC0689'AT HEREFORD, 0.1 MILE EAST OF THE POST OFFICE, SET IN THE WOODEN PORCH
 QC0689'OF THE FIRST SMALL WHITE HOUSE ON THE NORTH SIDE OF THE HIGHWAY AND ON
 QC0689'EAST SIDE OF THE SIDE ROAD LEADING NORTH, 80 FEET NORTH OF CENTER-LINE
 QC0689'OF THE HIGHWAY, 15 FEET EAST OF THE SOUTHWEST CORNER OF THE HOUSE, 4.5
 QC0689'FEET WEST OF THE WEST DOOR FACING AT THE SOUTH ENTRANCE, 1.2 FEET
 QC0689'SOUTH OF THE SOUTH FACE OF BUILDING, 1.1 FEET ABOVE PORCH FLOOR. A
 QC0689'BENCH MARK CAP RIVETED ON TOP A 3 1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1364 ***********************************************************************
 RC1364  DESIGNATION -  3676
 RC1364  PID         -  RC1364
 RC1364  STATE/COUNTY-  OR/CLACKAMAS
 RC1364  USGS QUAD   -  TIMOTHY LAKE (1997)
 RC1364
 RC1364                         *CURRENT SURVEY CONTROL
 RC1364  ___________________________________________________________________
 RC1364* NAD 83(1986)-  45 03 42.     (N)    121 45 47.     (W)     SCALED    
 RC1364* NAVD 88     -      1121.719  (meters)    3680.17   (feet)  ADJUSTED  
 RC1364  ___________________________________________________________________
 RC1364  GEOID HEIGHT-         -21.05  (meters)                     GEOID03
 RC1364  DYNAMIC HT  -        1121.401 (meters)    3679.13  (feet)  COMP
 RC1364  MODELED GRAV-     980,293.7   (mgal)                       NAVD 88
 RC1364
 RC1364  VERT ORDER  -  SECOND    CLASS 0
 RC1364
 RC1364.The horizontal coordinates were scaled from a topographic map and have
 RC1364.an estimated accuracy of +/- 6 seconds.
 RC1364
 RC1364.The orthometric height was determined by differential leveling
 RC1364.and adjusted in June 1991.
 RC1364
 RC1364.The geoid height was determined by GEOID03.
 RC1364
 RC1364.The dynamic height is computed by dividing the NAVD 88
 RC1364.geopotential number by the normal gravity value computed on the
 RC1364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1364.degrees latitude (g = 980.6199 gals.).
 RC1364
 RC1364.The modeled gravity was interpolated from observed gravity values.
 RC1364
 RC1364;                    North         East    Units  Estimated Accuracy
 RC1364;SPC OR N     -   155,790.    2,400,530.      MT  (+/- 180 meters Scaled)
 RC1364
 RC1364                          SUPERSEDED SURVEY CONTROL
 RC1364
 RC1364  NGVD 29 (??/??/92) 1120.583  (m)         3676.45   (f) ADJ UNCH    2 0
 RC1364
 RC1364.Superseded values are not recommended for survey control.
 RC1364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1364.See file dsdata.txt to determine how the superseded data were derived.
 RC1364
 RC1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ973905(NAD 83)
 RC1364_MARKER: N = NAIL
 RC1364_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RC1364_SP_SET: FIR TREE
 RC1364_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC1364
 RC1364  HISTORY     - Date     Condition        Report By
 RC1364  HISTORY     - UNK      MONUMENTED       USGS
 RC1364  HISTORY     - 1942     GOOD             NGS
 RC1364
 RC1364                          STATION DESCRIPTION
 RC1364
 RC1364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 RC1364'2.9 MI S FROM CLACKAMAS RANGER STATION.
 RC1364'ALONG OREGON SKYLINE ROAD, 129 FEET NORTH OF ROAD 12-MILE POST, 14
 RC1364'FEET WEST OF CENTER LINE OF ROAD, IN THE BASE OF THE SOUTH SIDE OF A
 RC1364'24-INCH FIR TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0091 ***********************************************************************
 RB0091  DESIGNATION -  3679 RESET
 RB0091  PID         -  RB0091
 RB0091  STATE/COUNTY-  OR/UMATILLA
 RB0091  USGS QUAD   -  MEACHAM (1995)
 RB0091
 RB0091                         *CURRENT SURVEY CONTROL
 RB0091  ___________________________________________________________________
 RB0091* NAD 83(1986)-  45 30 34.     (N)    118 25 17.     (W)     SCALED    
 RB0091* NAVD 88     -      1122.283  (meters)    3682.02   (feet)  ADJUSTED  
 RB0091  ___________________________________________________________________
 RB0091  GEOID HEIGHT-         -18.75  (meters)                     GEOID03
 RB0091  DYNAMIC HT  -        1122.003 (meters)    3681.10  (feet)  COMP
 RB0091  MODELED GRAV-     980,327.7   (mgal)                       NAVD 88
 RB0091
 RB0091  VERT ORDER  -  FIRST     CLASS II
 RB0091
 RB0091.The horizontal coordinates were scaled from a topographic map and have
 RB0091.an estimated accuracy of +/- 6 seconds.
 RB0091
 RB0091.The orthometric height was determined by differential leveling
 RB0091.and adjusted in June 1991.
 RB0091.WARNING-Repeat measurements at this control monument indicate possible
 RB0091.vertical movement.
 RB0091
 RB0091.The geoid height was determined by GEOID03.
 RB0091
 RB0091.The dynamic height is computed by dividing the NAVD 88
 RB0091.geopotential number by the normal gravity value computed on the
 RB0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0091.degrees latitude (g = 980.6199 gals.).
 RB0091
 RB0091.The modeled gravity was interpolated from observed gravity values.
 RB0091
 RB0091;                    North         East    Units  Estimated Accuracy
 RB0091;SPC OR N     -   206,860.    2,662,400.      MT  (+/- 180 meters Scaled)
 RB0091
 RB0091                          SUPERSEDED SURVEY CONTROL
 RB0091
 RB0091  NGVD 29 (??/??/92) 1121.180  (m)         3678.40   (f) ADJ UNCH    1 2
 RB0091
 RB0091.Superseded values are not recommended for survey control.
 RB0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0091.See file dsdata.txt to determine how the superseded data were derived.
 RB0091
 RB0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL889405(NAD 83)
 RB0091_MARKER: P = PIPE CAP
 RB0091_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RB0091_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RB0091_STAMPING: 3679 A 1899 RESET 1941
 RB0091_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RB0091
 RB0091  HISTORY     - Date     Condition        Report By
 RB0091  HISTORY     - 1941     MONUMENTED       USGS
 RB0091  HISTORY     - 1951     GOOD             NGS
 RB0091
 RB0091                          STATION DESCRIPTION
 RB0091
 RB0091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 RB0091'IN MEACHAM.
 RB0091'AT MEACHAM, ABOUT 103 YARDS NORTH OF THE UNION PACIFIC RAILROAD
 RB0091'STATION, AT THE NORTHWEST CORNER OF A FENCE AROUND THE SECTION
 RB0091'FOREMENS HOUSE, 75 1/2 FEET SOUTH OF THE MILE POLE (265), 32.3 FEET
 RB0091'EAST OF THE EAST RAIL OF THE MAIN TRACK, 42 FEET NORTH OF THE CENTER
 RB0091'OF THE GATE TO THE YARD, 8 1/2 FEET SOUTHWEST OF THE FENCE CORNER, A
 RB0091'BRASS CAP RIVITED ON TOP OF A 3 1/2 INCH IRON PIPE, ENCASED IN
 RB0091'CONCRETE, PROJECTING 0.8 FOOT ABOVE THE GROUND, AND ABOUT 1 FOOT LOWER
 RB0091'THAN THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0448 ***********************************************************************
 QE0448  DESIGNATION -  368
 QE0448  PID         -  QE0448
 QE0448  STATE/COUNTY-  OR/LINN
 QE0448  USGS QUAD   -  LEBANON (1986)
 QE0448
 QE0448                         *CURRENT SURVEY CONTROL
 QE0448  ___________________________________________________________________
 QE0448* NAD 83(1986)-  44 30 32.     (N)    122 53 10.     (W)     SCALED    
 QE0448* NAVD 88     -       113.253  (meters)     371.56   (feet)  ADJUSTED  
 QE0448  ___________________________________________________________________
 QE0448  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 QE0448  DYNAMIC HT  -         113.241 (meters)     371.52  (feet)  COMP
 QE0448  MODELED GRAV-     980,510.6   (mgal)                       NAVD 88
 QE0448
 QE0448  VERT ORDER  -  FIRST     CLASS II
 QE0448
 QE0448.The horizontal coordinates were scaled from a topographic map and have
 QE0448.an estimated accuracy of +/- 6 seconds.
 QE0448
 QE0448.The orthometric height was determined by differential leveling
 QE0448.and adjusted in June 1991.
 QE0448
 QE0448.The geoid height was determined by GEOID03.
 QE0448
 QE0448.The dynamic height is computed by dividing the NAVD 88
 QE0448.geopotential number by the normal gravity value computed on the
 QE0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0448.degrees latitude (g = 980.6199 gals.).
 QE0448
 QE0448.The modeled gravity was interpolated from observed gravity values.
 QE0448
 QE0448;                    North         East    Units  Estimated Accuracy
 QE0448;SPC OR N     -    96,390.    2,310,300.      MT  (+/- 180 meters Scaled)
 QE0448
 QE0448                          SUPERSEDED SURVEY CONTROL
 QE0448
 QE0448  NGVD 29 (??/??/92)  112.231  (m)          368.21   (f) ADJ UNCH    1 2
 QE0448
 QE0448.Superseded values are not recommended for survey control.
 QE0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0448.See file dsdata.txt to determine how the superseded data were derived.
 QE0448
 QE0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ090284(NAD 83)
 QE0448_MARKER: Q = CHISELED SQUARE
 QE0448_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QE0448_SP_SET: DRAINPIPE
 QE0448_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0448
 QE0448  HISTORY     - Date     Condition        Report By
 QE0448  HISTORY     - UNK      MONUMENTED       USGS
 QE0448  HISTORY     - 1945     POOR             NGS
 QE0448
 QE0448                          STATION DESCRIPTION
 QE0448
 QE0448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 QE0448'2.4 MI SE FROM LEBANON.
 QE0448'2.4 MILES SOUTHEAST ALONG THE SOUTH SANTIAM HIGHWAY (U.S. 20) FROM THE
 QE0448'POST OFFICE AT LEBANON, LINN COUNTY, 665 FEET NORTHWEST OF BENCH MARK
 QE0448'U 217 RESET (O.S.H.D.) DESCRIBED BELOW, AT THE SOUTHWEST EDGE OF THE
 QE0448'HIGHWAY AND ON THE EAST END OF A DRAINPIPE.  A CHISELED SQUARE. NOTE--
 QE0448'THIS MARK IS A CHISELED SQUARE ON THE END OF A CONCRETE CULVERT PIPE,
 QE0448'WHICH SHOWS SIGNS OF DISTURBANCE.  USE WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1218 ***********************************************************************
 QD1218  DESIGNATION -  3682
 QD1218  PID         -  QD1218
 QD1218  STATE/COUNTY-  OR/WASCO
 QD1218  USGS QUAD   -  PINHEAD BUTTES (1997)
 QD1218
 QD1218                         *CURRENT SURVEY CONTROL
 QD1218  ___________________________________________________________________
 QD1218* NAD 83(1986)-  44 59 23.     (N)    121 46 56.     (W)     SCALED    
 QD1218* NAVD 88     -      1123.555  (meters)    3686.20   (feet)  ADJUSTED  
 QD1218  ___________________________________________________________________
 QD1218  GEOID HEIGHT-         -21.08  (meters)                     GEOID03
 QD1218  DYNAMIC HT  -        1123.235 (meters)    3685.15  (feet)  COMP
 QD1218  MODELED GRAV-     980,292.5   (mgal)                       NAVD 88
 QD1218
 QD1218  VERT ORDER  -  SECOND    CLASS 0
 QD1218
 QD1218.The horizontal coordinates were scaled from a topographic map and have
 QD1218.an estimated accuracy of +/- 6 seconds.
 QD1218
 QD1218.The orthometric height was determined by differential leveling
 QD1218.and adjusted in June 1991.
 QD1218
 QD1218.The geoid height was determined by GEOID03.
 QD1218
 QD1218.The dynamic height is computed by dividing the NAVD 88
 QD1218.geopotential number by the normal gravity value computed on the
 QD1218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1218.degrees latitude (g = 980.6199 gals.).
 QD1218
 QD1218.The modeled gravity was interpolated from observed gravity values.
 QD1218
 QD1218;                    North         East    Units  Estimated Accuracy
 QD1218;SPC OR N     -   147,820.    2,398,900.      MT  (+/- 180 meters Scaled)
 QD1218
 QD1218                          SUPERSEDED SURVEY CONTROL
 QD1218
 QD1218  NGVD 29 (??/??/92) 1122.426  (m)         3682.49   (f) ADJ UNCH    2 0
 QD1218
 QD1218.Superseded values are not recommended for survey control.
 QD1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1218.See file dsdata.txt to determine how the superseded data were derived.
 QD1218
 QD1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ959825(NAD 83)
 QD1218_MARKER: N = NAIL
 QD1218_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QD1218_SP_SET: FIR TREE
 QD1218_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD1218
 QD1218  HISTORY     - Date     Condition        Report By
 QD1218  HISTORY     - UNK      MONUMENTED       USGS
 QD1218  HISTORY     - 1943     GOOD             NGS
 QD1218
 QD1218                          STATION DESCRIPTION
 QD1218
 QD1218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QD1218'10.8 MI S FROM CLACKAMAS RANGER STATION.
 QD1218'ABOUT 10.8 MILES SOUTH ALONG THE OREGON SKYLINE ROAD FROM CLACKAMAS
 QD1218'RANGER STATION, CLACKAMAS COUNTY, 0.2 MILE NORTH OF MILEPOST 20,
 QD1218'ACROSS ROAD FROM SIGN STATION, CLACKAMAS COUNTY, 0.2 MILE NORTH OF
 QD1218'MILEPOST 20, ACROSS ROAD FROM SIGN SUMMIT LAKE WAY, 0.1 MILE NORTH OF
 QD1218'WARM SPRINGS MEADOW, IN THE BASE ON THE WEST SIDE OF A 20-INCH FIR
 QD1218'TREE, 21.0 FEET EAST OF THE CENTER LINE OF THE ROAD.  A NAIL AND
 QD1218'WASHER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0399 ***********************************************************************
 QC0399  DESIGNATION -  3685
 QC0399  PID         -  QC0399
 QC0399  STATE/COUNTY-  OR/CROOK
 QC0399  USGS QUAD   -  PAULINA (1992)
 QC0399
 QC0399                         *CURRENT SURVEY CONTROL
 QC0399  ___________________________________________________________________
 QC0399* NAD 83(1986)-  44 08 02.     (N)    119 57 44.     (W)     SCALED    
 QC0399* NAVD 88     -      1124.169  (meters)    3688.21   (feet)  ADJUSTED  
 QC0399  ___________________________________________________________________
 QC0399  GEOID HEIGHT-         -19.24  (meters)                     GEOID03
 QC0399  DYNAMIC HT  -        1123.733 (meters)    3686.78  (feet)  COMP
 QC0399  MODELED GRAV-     980,192.6   (mgal)                       NAVD 88
 QC0399
 QC0399  VERT ORDER  -  FIRST     CLASS II
 QC0399
 QC0399.The horizontal coordinates were scaled from a topographic map and have
 QC0399.an estimated accuracy of +/- 6 seconds.
 QC0399
 QC0399.The orthometric height was determined by differential leveling
 QC0399.and adjusted in June 1991.
 QC0399.WARNING-Repeat measurements at this control monument indicate possible
 QC0399.vertical movement.
 QC0399
 QC0399.The geoid height was determined by GEOID03.
 QC0399
 QC0399.The dynamic height is computed by dividing the NAVD 88
 QC0399.geopotential number by the normal gravity value computed on the
 QC0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0399.degrees latitude (g = 980.6199 gals.).
 QC0399
 QC0399.The modeled gravity was interpolated from observed gravity values.
 QC0399
 QC0399;                    North         East    Units  Estimated Accuracy
 QC0399;SPC OR S     -   274,220.    1,543,040.      MT  (+/- 180 meters Scaled)
 QC0399
 QC0399                          SUPERSEDED SURVEY CONTROL
 QC0399
 QC0399  NGVD 29 (??/??/92) 1123.010  (m)         3684.41   (f) ADJ UNCH    1 2
 QC0399
 QC0399.Superseded values are not recommended for survey control.
 QC0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0399.See file dsdata.txt to determine how the superseded data were derived.
 QC0399
 QC0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKJ630910(NAD 83)
 QC0399_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 QC0399_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QC0399_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QC0399_STAMPING: 3684.409 H 1903
 QC0399_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QC0399
 QC0399  HISTORY     - Date     Condition        Report By
 QC0399  HISTORY     - 1903     MONUMENTED       USGS
 QC0399  HISTORY     - 1949     GOOD             NGS
 QC0399
 QC0399                          STATION DESCRIPTION
 QC0399
 QC0399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 QC0399'IN PAULINA.
 QC0399'AT PAULINA, 0.1 MILE NORTHEAST OF THE GENERAL STORE, AT THE T JUNCTION
 QC0399'OF A DIRT ROAD LEADING SOUTH TO A SAWMILL, 325 FEET EAST OF A SHARP
 QC0399'CURVE IN THE HIGHWAY AND THE T JUNCTION OF A FOREST SERVICE ROAD, 30
 QC0399'1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD, 15.5 FEET EAST OF A
 QC0399'FENCE CORNER, 1.6 FEET NORTH OF A FENCE LINE, 1.3 FEET SOUTHWEST OF A
 QC0399'WITNESS POST, RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE ENCASED IN
 QC0399'CONCRETE, PROJECTING 0.6 FOOT ABOVE THE GROUND, AND ABOUT LEVEL WITH
 QC0399'THE ROAD.  THE BURNED RUINS REFERRED TO IN LITHOGRAPHED LIST OF
 QC0399'JANUARY 8, 1948 ARE NO LONGER THERE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0455 ***********************************************************************
 QD0455  DESIGNATION -  3692
 QD0455  PID         -  QD0455
 QD0455  STATE/COUNTY-  OR/JEFFERSON
 QD0455  USGS QUAD   -  GRIZZLY MTN (1992)
 QD0455
 QD0455                         *CURRENT SURVEY CONTROL
 QD0455  ___________________________________________________________________
 QD0455* NAD 83(1986)-  44 29 53.     (N)    120 55 05.     (W)     SCALED    
 QD0455* NAVD 88     -      1128.940  (meters)    3703.86   (feet)  ADJUSTED  
 QD0455  ___________________________________________________________________
 QD0455  GEOID HEIGHT-         -20.40  (meters)                     GEOID03
 QD0455  DYNAMIC HT  -        1128.573 (meters)    3702.66  (feet)  COMP
 QD0455  MODELED GRAV-     980,253.4   (mgal)                       NAVD 88
 QD0455
 QD0455  VERT ORDER  -  FIRST     CLASS II
 QD0455
 QD0455.The horizontal coordinates were scaled from a topographic map and have
 QD0455.an estimated accuracy of +/- 6 seconds.
 QD0455
 QD0455.The orthometric height was determined by differential leveling
 QD0455.and adjusted in June 1991.
 QD0455
 QD0455.The geoid height was determined by GEOID03.
 QD0455
 QD0455.The dynamic height is computed by dividing the NAVD 88
 QD0455.geopotential number by the normal gravity value computed on the
 QD0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0455.degrees latitude (g = 980.6199 gals.).
 QD0455
 QD0455.The modeled gravity was interpolated from observed gravity values.
 QD0455
 QD0455;                    North         East    Units  Estimated Accuracy
 QD0455;SPC OR N     -    92,470.    2,466,750.      MT  (+/- 180 meters Scaled)
 QD0455
 QD0455                          SUPERSEDED SURVEY CONTROL
 QD0455
 QD0455  NGVD 29 (??/??/92) 1127.803  (m)         3700.13   (f) ADJ UNCH    1 2
 QD0455
 QD0455.Superseded values are not recommended for survey control.
 QD0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0455.See file dsdata.txt to determine how the superseded data were derived.
 QD0455
 QD0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ655293(NAD 83)
 QD0455_MARKER: P = PIPE CAP
 QD0455_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QD0455_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QD0455_STAMPING: 3700.494 H 1904
 QD0455_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0455
 QD0455  HISTORY     - Date     Condition        Report By
 QD0455  HISTORY     - 1904     MONUMENTED       USGS
 QD0455  HISTORY     - 1936     GOOD             NGS
 QD0455
 QD0455                          STATION DESCRIPTION
 QD0455
 QD0455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 QD0455'IN GRIZZLY.
 QD0455'165 FEET SOUTHWEST OF RANCH HOUSE AND STORE.  80 FEET NORTH OF GRIZZLY
 QD0455'BUTTE GRANGE HALL, ON OPPOSITE SIDE OF ROAD. 40 FEET NORTH OF CENTER
 QD0455'LINE OF HAY CREEK-GRIZZLY-PRINEVILLE ROAD, INSIDE OF RAIL FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0276 ***********************************************************************
 PB0276  DESIGNATION -  37
 PB0276  PID         -  PB0276
 PB0276  STATE/COUNTY-  OR/LAKE
 PB0276  USGS QUAD   -  BIG HOLE (1982)
 PB0276
 PB0276                         *CURRENT SURVEY CONTROL
 PB0276  ___________________________________________________________________
 PB0276* NAD 83(1986)-  43 26 19.     (N)    121 17 19.     (W)     SCALED    
 PB0276* NAVD 88     -      1428.533  (meters)    4686.78   (feet)  ADJUSTED  
 PB0276  ___________________________________________________________________
 PB0276  GEOID HEIGHT-         -20.84  (meters)                     GEOID03
 PB0276  DYNAMIC HT  -        1427.770 (meters)    4684.28  (feet)  COMP
 PB0276  MODELED GRAV-     980,035.5   (mgal)                       NAVD 88
 PB0276
 PB0276  VERT ORDER  -  SECOND    CLASS 0
 PB0276
 PB0276.The horizontal coordinates were scaled from a topographic map and have
 PB0276.an estimated accuracy of +/- 6 seconds.
 PB0276
 PB0276.The orthometric height was determined by differential leveling
 PB0276.and adjusted in June 1991.
 PB0276
 PB0276.The geoid height was determined by GEOID03.
 PB0276
 PB0276.The dynamic height is computed by dividing the NAVD 88
 PB0276.geopotential number by the normal gravity value computed on the
 PB0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0276.degrees latitude (g = 980.6199 gals.).
 PB0276
 PB0276.The modeled gravity was interpolated from observed gravity values.
 PB0276
 PB0276;                    North         East    Units  Estimated Accuracy
 PB0276;SPC OR S     -   197,130.    1,436,160.      MT  (+/- 180 meters Scaled)
 PB0276
 PB0276                          SUPERSEDED SURVEY CONTROL
 PB0276
 PB0276  NGVD 29 (??/??/92) 1427.258  (m)         4682.60   (f) ADJ UNCH    2 0
 PB0276
 PB0276.Superseded values are not recommended for survey control.
 PB0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0276.See file dsdata.txt to determine how the superseded data were derived.
 PB0276
 PB0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP384109(NAD 83)
 PB0276_MARKER: DD = SURVEY DISK
 PB0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0276_STAMPING: 4682 37 1929
 PB0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0276+STABILITY: SURFACE MOTION
 PB0276
 PB0276  HISTORY     - Date     Condition        Report By
 PB0276  HISTORY     - 1929     MONUMENTED       BPR
 PB0276  HISTORY     - 1931     GOOD             NGS
 PB0276  HISTORY     - 19860916 GOOD             USPSQD
 PB0276
 PB0276                          STATION DESCRIPTION
 PB0276
 PB0276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 PB0276'22.8 MI SE FROM LAPINE.
 PB0276'IN LAKE COUNTY, ABOUT 22.8 MILES SOUTHEAST ALONG THE FREMONT HIGHWAY
 PB0276'(OREGON 31) FROM LAPINE, DESCHUTES COUNTY, AT THE SOUTH END OF A
 PB0276'CURVE, AND 36 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY.  A
 PB0276'UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK, STAMPED 4682 37
 PB0276'1929 AND SET IN THE TOP OF A CONCRETE POST.
 PB0276
 PB0276                          STATION RECOVERY (1986)
 PB0276
 PB0276'RECOVERY NOTE BY US POWER SQUADRON 1986 (RCC)
 PB0276'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0105 ***********************************************************************
 PB0105  DESIGNATION -  37
 PB0105  PID         -  PB0105
 PB0105  STATE/COUNTY-  OR/DESCHUTES
 PB0105  USGS QUAD   -  BROTHERS (1967)
 PB0105
 PB0105                         *CURRENT SURVEY CONTROL
 PB0105  ___________________________________________________________________
 PB0105* NAD 83(1986)-  43 47 37.     (N)    120 31 53.     (W)     SCALED    
 PB0105* NAVD 88     -      1440.114  (meters)    4724.77   (feet)  ADJUSTED  
 PB0105  ___________________________________________________________________
 PB0105  GEOID HEIGHT-         -19.82  (meters)                     GEOID03
 PB0105  DYNAMIC HT  -        1439.428 (meters)    4722.52  (feet)  COMP
 PB0105  MODELED GRAV-     980,092.0   (mgal)                       NAVD 88
 PB0105
 PB0105  VERT ORDER  -  FIRST     CLASS II
 PB0105
 PB0105.The horizontal coordinates were scaled from a topographic map and have
 PB0105.an estimated accuracy of +/- 6 seconds.
 PB0105
 PB0105.The orthometric height was determined by differential leveling
 PB0105.and adjusted in June 1991.
 PB0105
 PB0105.The geoid height was determined by GEOID03.
 PB0105
 PB0105.The dynamic height is computed by dividing the NAVD 88
 PB0105.geopotential number by the normal gravity value computed on the
 PB0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0105.degrees latitude (g = 980.6199 gals.).
 PB0105
 PB0105.The modeled gravity was interpolated from observed gravity values.
 PB0105
 PB0105;                    North         East    Units  Estimated Accuracy
 PB0105;SPC OR S     -   236,270.    1,497,470.      MT  (+/- 180 meters Scaled)
 PB0105
 PB0105                          SUPERSEDED SURVEY CONTROL
 PB0105
 PB0105  NGVD 29 (??/??/92) 1438.905  (m)         4720.81   (f) ADJ UNCH    1 2
 PB0105
 PB0105.Superseded values are not recommended for survey control.
 PB0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0105.See file dsdata.txt to determine how the superseded data were derived.
 PB0105
 PB0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP986519(NAD 83)
 PB0105_MARKER: DD = SURVEY DISK
 PB0105_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 PB0105_SP_SET: UNSP. ROCK
 PB0105_STAMPING: 4721 37 1927
 PB0105_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PB0105
 PB0105  HISTORY     - Date     Condition        Report By
 PB0105  HISTORY     - 1927     MONUMENTED       ORDT
 PB0105  HISTORY     - 1943     GOOD             NGS
 PB0105  HISTORY     - 1966     POOR             USGS
 PB0105
 PB0105                          STATION DESCRIPTION
 PB0105
 PB0105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PB0105'3.9 MI SE FROM BROTHERS.
 PB0105'ABOUT 3.9 MILES SOUTHEAST ALONG THE CENTRAL OREGON HIGHWAY (U.S. 20)
 PB0105'FROM THE STORE AND SERVICE STATION AT BROTHERS, DESCHUTES COUNTY,
 PB0105'ABOUT 0.6 MILE EAST OF AN ABANDONED RANCH HOUSE, 40 FEET SOUTH OF THE
 PB0105'CENTER LINE OF THE HIGHWAY, 28 FEET EAST OF A POWER-TRANSMISSION LINE
 PB0105'POLE, IN THE TOP OF A ROCK, AND 2 FEET WEST OF A WHITE WOODEN WITNESS
 PB0105'POST.  AN OREGON STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED 4721
 PB0105'37 1927.
 PB0105
 PB0105                          STATION RECOVERY (1966)
 PB0105
 PB0105'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 PB0105'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3262 ***********************************************************************
 RD3262  DESIGNATION -  37
 RD3262  PID         -  RD3262
 RD3262  STATE/COUNTY-  OR/MULTNOMAH
 RD3262  USGS QUAD   -  PORTLAND (1990)
 RD3262
 RD3262                         *CURRENT SURVEY CONTROL
 RD3262  ___________________________________________________________________
 RD3262* NAD 83(1991)-  45 34 55.07240(N)    122 44 59.83410(W)     ADJUSTED  
 RD3262* NAVD 88     -        31.     (meters)     102.     (feet)  SCALED    
 RD3262  ___________________________________________________________________
 RD3262  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 RD3262  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 RD3262  HORZ ORDER  -  THIRD
 RD3262
 RD3262.The horizontal coordinates were established by classical geodetic methods
 RD3262.and adjusted by the National Geodetic Survey in October 1991.
 RD3262
 RD3262.The orthometric height was scaled from a topographic map.
 RD3262
 RD3262.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3262
 RD3262.The geoid height was determined by GEOID03.
 RD3262
 RD3262;                    North         East     Units Scale Factor Converg.
 RD3262;SPC OR N     -   215,278.046 2,324,439.933   MT  0.99992057   -1 35 44.3
 RD3262;SPC OR N     -   706,292.80  7,626,115.27   iFT  0.99992057   -1 35 44.3
 RD3262;SPC WA S     -    30,140.448   324,415.437   MT  1.00006644   -1 38 03.7
 RD3262;SPC WA S     -    98,885.79  1,064,352.98   sFT  1.00006644   -1 38 03.7
 RD3262;UTM  10      - 5,047,632.996   519,506.935   MT  0.99960468   +0 10 42.9
 RD3262
 RD3262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3262!SPC OR N     -   0.99999871  x   0.99992057  =   0.99991928
 RD3262!SPC WA S     -   0.99999871  x   1.00006644  =   1.00006515
 RD3262!UTM  10      -   0.99999871  x   0.99960468  =   0.99960339
 RD3262
 RD3262|---------------------------------------------------------------------|
 RD3262| PID    Reference Object                     Distance      Geod. Az  |
 RD3262|                                                           dddmmss.s |
 RD3262| CE1345 37 RM 2                               4.852 METERS 02444     |
 RD3262| RD3269 39 2 RESET                          APPROX. 1.8 KM 1273707.4 |
 RD3262| RD3159 PORTLAND SIG NE SPS RR BRIDGE       APPROX. 0.5 KM 1362631.7 |
 RD3262| RD3133 PORTLAND UNION OIL CO DOCK FP       APPROX. 2.0 KM 1473257.0 |
 RD3262| RD3135 PORTLAND STANDARD OIL DOCK FP       APPROX. 1.9 KM 1480248.3 |
 RD3262| RD3138 PORTLAND SHELL OIL CO DOCK FP       APPROX. 1.8 KM 1482752.5 |
 RD3262| RD3163 PORTLAND STAND U SPS RR BRIDGE      APPROX. 0.7 KM 1563925.2 |
 RD3262| RD3168 PORTLAND STAND D SPS RR BRIDGE      APPROX. 0.5 KM 1642201.6 |
 RD3262| RD3156 PORTLAND SHELL OIL CO TALL STK      APPROX. 1.9 KM 1663631.3 |
 RD3262| RD3167 PORTLAND BETHLEHEM STEEL STACK      APPROX. 1.6 KM 1740645.7 |
 RD3262| RD3171 PORTLAND SIG SW SPS RR BRIDGE       APPROX. 0.8 KM 1760526.5 |
 RD3262| RD3689 PORTLAND GAS COKE PLANT STACK       APPROX. 1.0 KM 2501226.4 |
 RD3262| RD3629 PORTLAND USE MOORING DERRICK        APPROX. 0.9 KM 2675435.9 |
 RD3262| RD3627 ST JOHNS BRIDGE SW SPIRE            APPROX. 1.3 KM 2805415.6 |
 RD3262| RD3654 ST JOHNS BRIDGE NW SPIRE            APPROX. 1.3 KM 2812334.8 |
 RD3262| RD3658 PORTLAND VENEER CO BLACK STACK      334.695 METERS 28640     |
 RD3262| RD3615 PORTLAND ELEV ALUM COLORED TK       494.957 METERS 2903948.0 |
 RD3262| RD3688 PORTLAND LUMBER UPSTREAM STACK      APPROX. 0.7 KM 2931959.3 |
 RD3262| RD3634 ST JOHNS BRIDGE SE SPIRE            APPROX. 1.1 KM 2945133.5 |
 RD3262| RD3632 ST JOHNS BRIDGE NE SPIRE            APPROX. 1.1 KM 2951704.1 |
 RD3262| RD3653 PORTLAND ELEV BROWN WOODEN TK       APPROX. 0.7 KM 2971002.5 |
 RD3262| CE1344 37 RM 1                               5.390 METERS 29810     |
 RD3262| RD3623 PORTLAND WOOLEN MILLS PWR APEX      APPROX. 1.4 KM 2981156.0 |
 RD3262| RD3659 PORTLAND MFG CO ELEV BLACK TK       190.859 METERS 30222     |
 RD3262| RD3630 PORTLAND WOOLEN MILLS STACK         APPROX. 1.2 KM 3095126.0 |
 RD3262|---------------------------------------------------------------------|
 RD3262
 RD3262                          SUPERSEDED SURVEY CONTROL
 RD3262
 RD3262  NAD 83(1986)-  45 34 55.09170(N)    122 44 59.83710(W) AD(       ) 3
 RD3262  NAD 27      -  45 34 55.66800(N)    122 44 55.47900(W) AD(       ) 3
 RD3262
 RD3262.Superseded values are not recommended for survey control.
 RD3262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3262.See file dsdata.txt to determine how the superseded data were derived.
 RD3262
 RD3262_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1950747633(NAD 83)
 RD3262_MARKER: DD = SURVEY DISK
 RD3262_SETTING: 0 = UNSPECIFIED SETTING
 RD3262
 RD3262  HISTORY     - Date     Condition        Report By
 RD3262  HISTORY     - 1938     MONUMENTED       USE
 RD3262  HISTORY     - 1945     GOOD             CGS
 RD3262  HISTORY     - 1952     GOOD             CGS
 RD3262  HISTORY     - 1960     MARK NOT FOUND   CGS
 RD3262
 RD3262                          STATION DESCRIPTION
 RD3262
 RD3262'DESCRIBED BY US ENGINEERS 1938
 RD3262'STATION IS LOCATED ABOUT 90 METERS E OF THE WILLAMETTE RIVER,
 RD3262'5/8 MILE UPSTREAM FROM THE ST. JOHNS BRIDGE AND 3/8 MILE
 RD3262'DOWNSTREAM FROM THE SPOKANE, PORTLAND AND SEATTLE RAILWAY BRIDGE
 RD3262'ABOUT 75 FEET ABOVE THE RIVER, AND ON THE SLOPING BANK THAT
 RD3262'EXTENDS ABOUT 100 FEET ABOVE THE RIVER.  IT IS ABOUT 10 METERS
 RD3262'FROM THE TOP OF THE SLOPE AND 17.3 METERS UPSTREAM OF THE CORNER
 RD3262'OF THE FENCES THAT MEET ON THE SLOPE AND 5 METERS TOWARDS THE
 RD3262'RIVER FROM THE FENCE NEAR THE TOP OF THE SLOPE.  IT IS ABOUT
 RD3262'50 METERS DOWNSTREAM OF W SIDE OF N POLK STREET (EXTENDED).
 RD3262'
 RD3262'STATION MARK IS A STANDARD DISK SET IN A U.S. ENGINEERS
 RD3262'TRIANGULATION MARK WHICH IS CONCRETE BLOCK WITH IRON PIPE
 RD3262'THROUGH THE CENTER AND WITH 37 U.S.E. 1913 MARKED IN THE
 RD3262'CONCRETE.
 RD3262'
 RD3262'REFERENCE MARKS NO.1 AND NO.2 ARE STANDARD DISKS WITH ARROWS
 RD3262'POINTING TOWARD STATION SET IN CONCRETE IN 2 1/2-FOOT LENGTHS OF
 RD3262'4-INCH CAST-IRON SOIL PIPE, EXTENDING 4 INCHES ABOVE THE
 RD3262'SURFACE OF THE GROUND.
 RD3262'
 RD3262'ALL DISKS STAMPED 37 U.S.E.
 RD3262
 RD3262                          STATION RECOVERY (1945)
 RD3262
 RD3262'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (RAE)
 RD3262'THIS STATION WAS RECOVERED AS DESCRIBED BY W.M.S. IN 1938,
 RD3262'EXCEPT FOR THE FOLLOWING--
 RD3262'
 RD3262'THE PHRASE AND 17.3 METERS UPSTREAM OF THE CORNER OF THE FENCES
 RD3262'THAT MEET ON THE SLOPE AND 5 METERS TOWARDS THE RIVER FROM THE
 RD3262'FENCE AT THE TOP OF THE SLOPE SHOULD BE DELETED FROM THE
 RD3262'DESCRIPTION, AS THE FENCES HAVE BEEN REMOVED.
 RD3262'
 RD3262'DISTANCES TO REFERENCE MARKS WERE CHECKED AND FOUND CORRECT.
 RD3262
 RD3262                          STATION RECOVERY (1952)
 RD3262
 RD3262'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ANS)
 RD3262'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 RD3262'CONDITION.  THE STATION IS ALONG THE BLUFFS ON THE NE SIDE
 RD3262'OF THE WILLAMETTE RIVER, AT THE EXTREME S EDGE OF THE ST. JOHNS
 RD3262'DISTRICT IN PORTLAND, ABOUT 0.65 MILE SE OF THE ST. JOHNS BRIDGE,
 RD3262'AND 0.35 MILE NNW OF THE SPOKANE, PORTLAND AND SEATTLE RAILWAY
 RD3262'BRIDGE.  IT IS ABOUT 200 FEET DIRECTLY BEHIND AND S OF HOUSE
 RD3262'NO. 6607 NORTH POLK AVENUE AND 100 FEET W OF THE EXTENSION
 RD3262'OF THE CENTER LINE OF POLK AVENUE.  IT IS IN THE CENTER OF A
 RD3262'DENSE GROWTH OF BRIARS AND POISON OAK, ABOUT 10 METERS S OF AND
 RD3262'10 FEET LOWER THAN THE TOP OF THE SLOPE.
 RD3262'
 RD3262'THE STATION MARK IS A STANDARD DISK, STAMPED USE 37 19,
 RD3262'CEMENTED IN THE TOP OF A 2-1/2-INCH PIPE PROJECTING 6 INCHES
 RD3262'ABOVE A 9-INCH SQUARE BLOCK OF CONCRETE THAT IS FLUSH WITH
 RD3262'THE SURFACE OF THE GROUND.  USE 37 IS INSCRIBED IN THE BLOCK
 RD3262'OF CONCRETE.  IT IS 11.3 METERS SW OF A DECIDUOUS TREE AT THE
 RD3262'TOP OF THE SLOPE AND 6 METERS W OF A FORKED DECIDUOUS TREE IN
 RD3262'THE BLACKBERRY BUSHES ON THE SLOPE.  THE OLD TRIPOD AND SIGNAL
 RD3262'REMAIN AT THE STATION BUT ARE SO ENTWINED AS TO BE ALMOST
 RD3262'INVISIBLE.
 RD3262'
 RD3262'R.M. IS A STANDARD DISK, STAMPED USE 37 RM 1, SET IN
 RD3262'CONCRETE IN A 4-INCH PIPE PROJECTING 2 INCHES ABOVE THE
 RD3262'GROUND.  IT IS 3 METERS NE OF AN OPEN AREA IN THE BRUSH AND
 RD3262'ABOUT 30 FEET SSW OF THE LARGER OF TWO HOLLY TREES.
 RD3262'
 RD3262'R.M. 2 IS A STANDARD DISK, STAMPED USE 37 RM 2, SET IN
 RD3262'CONCRETE IN A 4-INCH PIPE PROJECTING 2 INCHES ABOVE THE
 RD3262'GROUND.  IT IS 6.5 METERS SW OF THE TREE AT THE TOP OF THE SLOPE
 RD3262'AND 4 FEET HIGHER THAN THE STATION MARK.
 RD3262
 RD3262                          STATION RECOVERY (1960)
 RD3262
 RD3262'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ANS)
 RD3262'THE STATION WAS NOT RECOVERED.
 RD3262'
 RD3262'A HOUSE HAS BEEN RECENTLY CONSTRUCTED NEAR THE STATION SITE
 RD3262'(ADDRESS 6550 NORTH TYLER AVE.) THE PROPERTY OWNER STATES THAT
 RD3262'HE REMEMBERS SEEING THE MARKS PRIOR TO THE FILLING OF EARTH
 RD3262'ON THE SOUTHWEST SIDE OF HIS HOUSE TO LEVEL HIS LAWN.  THE MARKS
 RD3262'ARE BELIEVED TO BE BURIED ABOUT 3 FEET BELOW THE PRESENT
 RD3262'GROUND LEVEL, UNDER THE LAWN ON THE SOUTHWEST SIDE OF THE
 RD3262'HOUSE.  A SEXTANT FIX PLACED THE STATION SITE 25 FEET SOUTHWEST
 RD3262'OF THE NORTHWEST CORNER OF THE HOUSE, 21 FEET EAST OF THE
 RD3262'HEDGE AT THE TOP OF THE HILL, 20.5 FEET NORTHEAST OF THE
 RD3262'NORTHEAST OF TWO LOCUST TREES, 16 FEET NORTH OF THE
 RD3262'NORTHWEST CORNER OF THE GLASSED IN PLAYROOM, AND 1 FOOT WEST OF
 RD3262'THE OIL TANK FILLER TUBE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0641 ***********************************************************************
 NW0641  DESIGNATION -  37 BKC
 NW0641  PID         -  NW0641
 NW0641  STATE/COUNTY-  OR/MALHEUR
 NW0641  USGS QUAD   -  JACKIES BUTTE (1980)
 NW0641
 NW0641                         *CURRENT SURVEY CONTROL
 NW0641  ___________________________________________________________________
 NW0641* NAD 83(1986)-  42 30 19.     (N)    117 37 13.     (W)     SCALED    
 NW0641* NAVD 88     -      1275.473  (meters)    4184.61   (feet)  ADJUSTED  
 NW0641  ___________________________________________________________________
 NW0641  GEOID HEIGHT-         -18.10  (meters)                     GEOID03
 NW0641  DYNAMIC HT  -        1274.729 (meters)    4182.17  (feet)  COMP
 NW0641  MODELED GRAV-     979,994.0   (mgal)                       NAVD 88
 NW0641
 NW0641  VERT ORDER  -  SECOND    CLASS 0
 NW0641
 NW0641.The horizontal coordinates were scaled from a topographic map and have
 NW0641.an estimated accuracy of +/- 6 seconds.
 NW0641
 NW0641.The orthometric height was determined by differential leveling
 NW0641.and adjusted in August 1995.
 NW0641
 NW0641.The geoid height was determined by GEOID03.
 NW0641
 NW0641.The dynamic height is computed by dividing the NAVD 88
 NW0641.geopotential number by the normal gravity value computed on the
 NW0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0641.degrees latitude (g = 980.6199 gals.).
 NW0641
 NW0641.The modeled gravity was interpolated from observed gravity values.
 NW0641
 NW0641;                    North         East    Units  Estimated Accuracy
 NW0641;SPC OR S     -    97,230.    1,736,640.      MT  (+/- 180 meters Scaled)
 NW0641
 NW0641                          SUPERSEDED SURVEY CONTROL
 NW0641
 NW0641.No superseded survey control is available for this station.
 NW0641
 NW0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH490060(NAD 83)
 NW0641_MARKER: DB = BENCH MARK DISK
 NW0641_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0641_SP_SET: COPPER-CLAD STEEL ROD
 NW0641_STAMPING: 37 BKC 1973 4181
 NW0641_MARK LOGO: USGS  
 NW0641_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0641_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0641_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0641+SATELLITE: SATELLITE OBSERVATIONS - 1973
 NW0641
 NW0641  HISTORY     - Date     Condition        Report By
 NW0641  HISTORY     - 1973     MONUMENTED       USGS
 NW0641
 NW0641                          STATION DESCRIPTION
 NW0641
 NW0641'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 NW0641'FROM BURNS JUNCTION, OREGON PROCEED 12.6 MILES SOUTH ALONG U S
 NW0641'HIGHWAY 95, THENCE 10.5 MILES EAST AND 3.3 MILES SOUTH ALONG A GRAVEL
 NW0641'ROAD, THENCE 4.0 MILES EASTERLY ALONG A TRACK ROAD, AT A FENCE
 NW0641'CROSSING AND CATTLEGUARD, 33 FEET NORTH OF THE CATTLEGUARD, 1 FOOT
 NW0641'WEST OF THE FENCELINE, SET ON A 5/8-INCH COPPER-COATED ROD DRIVEN TO
 NW0641'REFUSAL (ROD DEPTH UNKNOWN) WITH THE TOP ENCASED IN 6-INCH DRAINPIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0308 ***********************************************************************
 NX0308  DESIGNATION -  37 FMK
 NX0308  PID         -  NX0308
 NX0308  STATE/COUNTY-  OR/HARNEY
 NX0308  USGS QUAD   -  KEG SPRS VALLEY EAST (1971)
 NX0308
 NX0308                         *CURRENT SURVEY CONTROL
 NX0308  ___________________________________________________________________
 NX0308* NAD 83(1986)-  42 57 16.     (N)    119 00 53.     (W)     SCALED    
 NX0308* NAVD 88     -      1504.360  (meters)    4935.55   (feet)  ADJUSTED  
 NX0308  ___________________________________________________________________
 NX0308  GEOID HEIGHT-         -19.16  (meters)                     GEOID03
 NX0308  DYNAMIC HT  -        1503.482 (meters)    4932.67  (feet)  COMP
 NX0308  MODELED GRAV-     979,984.2   (mgal)                       NAVD 88
 NX0308
 NX0308  VERT ORDER  -  SECOND    CLASS 0
 NX0308
 NX0308.The horizontal coordinates were scaled from a topographic map and have
 NX0308.an estimated accuracy of +/- 6 seconds.
 NX0308
 NX0308.The orthometric height was determined by differential leveling
 NX0308.and adjusted in August 1995.
 NX0308
 NX0308.The geoid height was determined by GEOID03.
 NX0308
 NX0308.The dynamic height is computed by dividing the NAVD 88
 NX0308.geopotential number by the normal gravity value computed on the
 NX0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0308.degrees latitude (g = 980.6199 gals.).
 NX0308
 NX0308.The modeled gravity was interpolated from observed gravity values.
 NX0308
 NX0308;                    North         East    Units  Estimated Accuracy
 NX0308;SPC OR S     -   144,120.    1,621,180.      MT  (+/- 180 meters Scaled)
 NX0308
 NX0308                          SUPERSEDED SURVEY CONTROL
 NX0308
 NX0308.No superseded survey control is available for this station.
 NX0308
 NX0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH356577(NAD 83)
 NX0308_MARKER: DB = BENCH MARK DISK
 NX0308_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NX0308_SP_SET: COPPER-CLAD STEEL ROD
 NX0308_STAMPING: 37 FMK 1970 4931
 NX0308_MARK LOGO: USGS  
 NX0308_PROJECTION: FLUSH
 NX0308_MAGNETIC: I = MARKER IS A STEEL ROD
 NX0308_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NX0308_ROD/PIPE-DEPTH: 1.52 meters
 NX0308
 NX0308  HISTORY     - Date     Condition        Report By
 NX0308  HISTORY     - 1970     MONUMENTED       USGS
 NX0308
 NX0308                          STATION DESCRIPTION
 NX0308
 NX0308'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NX0308'FROM THE BRIDGE OVER THE NARROWS, PROCEED 12.2 MILES SOUTH ALONG
 NX0308'STATE HIGHWAY 205, THENCE 17.0 MILES SOUTHWEST ALONG THE ROAD TO
 NX0308'FOSTER LAKE AND PLUSH, AT A Y-ROAD SOUTH TO CATLOW VALLEY, 73 FEET
 NX0308'EAST OF THE CENTERLINE OF THE Y-ROAD, 48 FEET EAST OF A WOODEN ROAD
 NX0308'SIGNPOST, WITNESS POST SET AT BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0353 ***********************************************************************
 NX0353  DESIGNATION -  37 LRC
 NX0353  PID         -  NX0353
 NX0353  STATE/COUNTY-  OR/HARNEY
 NX0353  USGS QUAD   -  CORPORATION RIM (1980)
 NX0353
 NX0353                         *CURRENT SURVEY CONTROL
 NX0353  ___________________________________________________________________
 NX0353* NAD 83(1986)-  42 49 33.     (N)    119 41 28.     (W)     SCALED    
 NX0353* NAVD 88     -      1417.484  (meters)    4650.53   (feet)  ADJUSTED  
 NX0353  ___________________________________________________________________
 NX0353  GEOID HEIGHT-         -19.89  (meters)                     GEOID03
 NX0353  DYNAMIC HT  -        1416.650 (meters)    4647.79  (feet)  COMP
 NX0353  MODELED GRAV-     979,982.7   (mgal)                       NAVD 88
 NX0353
 NX0353  VERT ORDER  -  SECOND    CLASS 0
 NX0353
 NX0353.The horizontal coordinates were scaled from a topographic map and have
 NX0353.an estimated accuracy of +/- 6 seconds.
 NX0353
 NX0353.The orthometric height was determined by differential leveling
 NX0353.and adjusted in August 1995.
 NX0353
 NX0353.The geoid height was determined by GEOID03.
 NX0353
 NX0353.The dynamic height is computed by dividing the NAVD 88
 NX0353.geopotential number by the normal gravity value computed on the
 NX0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0353.degrees latitude (g = 980.6199 gals.).
 NX0353
 NX0353.The modeled gravity was interpolated from observed gravity values.
 NX0353
 NX0353;                    North         East    Units  Estimated Accuracy
 NX0353;SPC OR S     -   129,080.    1,566,140.      MT  (+/- 180 meters Scaled)
 NX0353
 NX0353                          SUPERSEDED SURVEY CONTROL
 NX0353
 NX0353.No superseded survey control is available for this station.
 NX0353
 NX0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKH800449(NAD 83)
 NX0353_MARKER: DB = BENCH MARK DISK
 NX0353_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NX0353+WITH SETTING: INFORMATION.
 NX0353_SP_SET: METAL ROD DRIVEN INTO GROUND
 NX0353_STAMPING: 37 LRC 1970 4646
 NX0353_MARK LOGO: USGS  
 NX0353_MAGNETIC: I = MARKER IS A STEEL ROD
 NX0353_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NX0353
 NX0353  HISTORY     - Date     Condition        Report By
 NX0353  HISTORY     - 1970     MONUMENTED       USGS
 NX0353
 NX0353                          STATION DESCRIPTION
 NX0353
 NX0353'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NX0353'FROM WAGONTIRE, OREGON, PROCEED 4.5 MILES SOUTHWEST ALONG U S HIGHWAY
 NX0353'395 TO DRY VALLEY ROAD, THENCE 29.7 MILES SOUTH ALONG DRY VALLEY ROAD
 NX0353'TO A ROAD FORK, THENCE 3.5 MILES SOUTH ALONG WARNER VALLEY ROAD TO A
 NX0353'DRAIN CROSSING, 1.3 MILES NORTH OF WARNER VALLEY, 75 FEET SOUTH OF A
 NX0353'DRAIN, 36 FEET WEST-SOUTHWEST OF AND 3 FEET HIGHER THAN THE
 NX0353'CENTERLINE OF THE ROAD, 3 FEET EAST OF A WITNESS POST.  THE ROD DEPTH
 NX0353'IS UNKNOWN AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0004 ***********************************************************************
 QC0004  DESIGNATION -  3703
 QC0004  PID         -  QC0004
 QC0004  STATE/COUNTY-  OR/BAKER
 QC0004  USGS QUAD   -  HEREFORD (1972)
 QC0004
 QC0004                         *CURRENT SURVEY CONTROL
 QC0004  ___________________________________________________________________
 QC0004* NAD 83(1986)-  44 29 42.     (N)    118 05 03.     (W)     SCALED    
 QC0004* NAVD 88     -      1129.937  (meters)    3707.14   (feet)  ADJUSTED  
 QC0004  ___________________________________________________________________
 QC0004  GEOID HEIGHT-         -17.46  (meters)                     GEOID03
 QC0004  DYNAMIC HT  -        1129.505 (meters)    3705.72  (feet)  COMP
 QC0004  MODELED GRAV-     980,197.0   (mgal)                       NAVD 88
 QC0004
 QC0004  VERT ORDER  -  FIRST     CLASS II
 QC0004
 QC0004.The horizontal coordinates were scaled from a topographic map and have
 QC0004.an estimated accuracy of +/- 6 seconds.
 QC0004
 QC0004.The orthometric height was determined by differential leveling
 QC0004.and adjusted in June 1991.
 QC0004
 QC0004.The geoid height was determined by GEOID03.
 QC0004
 QC0004.The dynamic height is computed by dividing the NAVD 88
 QC0004.geopotential number by the normal gravity value computed on the
 QC0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0004.degrees latitude (g = 980.6199 gals.).
 QC0004
 QC0004.The modeled gravity was interpolated from observed gravity values.
 QC0004
 QC0004;                    North         East    Units  Estimated Accuracy
 QC0004;SPC OR N     -    94,920.    2,692,110.      MT  (+/- 180 meters Scaled)
 QC0004
 QC0004                          SUPERSEDED SURVEY CONTROL
 QC0004
 QC0004  NGVD 29 (??/??/92) 1128.738  (m)         3703.20   (f) ADJ UNCH    1 2
 QC0004
 QC0004.Superseded values are not recommended for survey control.
 QC0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0004.See file dsdata.txt to determine how the superseded data were derived.
 QC0004
 QC0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK138274(NAD 83)
 QC0004_MARKER: P = PIPE CAP
 QC0004_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QC0004_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QC0004_STAMPING: 3703 ADJ 1903
 QC0004_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QC0004
 QC0004  HISTORY     - Date     Condition        Report By
 QC0004  HISTORY     - 1903     MONUMENTED       USGS
 QC0004  HISTORY     - 1944     GOOD             NGS
 QC0004
 QC0004                          STATION DESCRIPTION
 QC0004
 QC0004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 QC0004'3.0 MI SW FROM HEREFORD.
 QC0004'3.0 MILES SOUTHWEST ALONG THE COUNTY ROAD FROM THE POST OFFICE AT
 QC0004'HEREFORD, SET AT THE SUMMIT OF THE HILL SLOPING TO THE WEST, ON THE
 QC0004'NORTH SIDE OF ROAD FROM A SMALL FARM HOUSE, 31 FEET NORTH OF
 QC0004'CENTER-LINE OF THE ROAD, 2.5 FEET EAST OF REFERENCE POST, 1.3 FEET
 QC0004'SOUTH OF THE FENCE.  A BENCH MARK CAP RIVETED ON TOP OF A 3 1/2-INCH
 QC0004'IRON PIPE AND PROJECTING ABOUT 1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1217 ***********************************************************************
 QD1217  DESIGNATION -  3706
 QD1217  PID         -  QD1217
 QD1217  STATE/COUNTY-  OR/WASCO
 QD1217  USGS QUAD   -  PINHEAD BUTTES (1997)
 QD1217
 QD1217                         *CURRENT SURVEY CONTROL
 QD1217  ___________________________________________________________________
 QD1217* NAD 83(1986)-  44 59 19.     (N)    121 47 18.     (W)     SCALED    
 QD1217* NAVD 88     -      1130.894  (meters)    3710.27   (feet)  ADJUSTED  
 QD1217  ___________________________________________________________________
 QD1217  GEOID HEIGHT-         -21.09  (meters)                     GEOID03
 QD1217  DYNAMIC HT  -        1130.567 (meters)    3709.20  (feet)  COMP
 QD1217  MODELED GRAV-     980,288.3   (mgal)                       NAVD 88
 QD1217
 QD1217  VERT ORDER  -  SECOND    CLASS 0
 QD1217
 QD1217.The horizontal coordinates were scaled from a topographic map and have
 QD1217.an estimated accuracy of +/- 6 seconds.
 QD1217
 QD1217.The orthometric height was determined by differential leveling
 QD1217.and adjusted in June 1991.
 QD1217
 QD1217.The geoid height was determined by GEOID03.
 QD1217
 QD1217.The dynamic height is computed by dividing the NAVD 88
 QD1217.geopotential number by the normal gravity value computed on the
 QD1217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1217.degrees latitude (g = 980.6199 gals.).
 QD1217
 QD1217.The modeled gravity was interpolated from observed gravity values.
 QD1217
 QD1217;                    North         East    Units  Estimated Accuracy
 QD1217;SPC OR N     -   147,710.    2,398,410.      MT  (+/- 180 meters Scaled)
 QD1217
 QD1217                          SUPERSEDED SURVEY CONTROL
 QD1217
 QD1217  NGVD 29 (??/??/92) 1129.760  (m)         3706.55   (f) ADJ UNCH    2 0
 QD1217
 QD1217.Superseded values are not recommended for survey control.
 QD1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1217.See file dsdata.txt to determine how the superseded data were derived.
 QD1217
 QD1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ955823(NAD 83)
 QD1217_MARKER: N = NAIL
 QD1217_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QD1217_SP_SET: HEMLOCK TREE
 QD1217_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD1217
 QD1217  HISTORY     - Date     Condition        Report By
 QD1217  HISTORY     - UNK      MONUMENTED       USGS
 QD1217  HISTORY     - 1943     GOOD             NGS
 QD1217
 QD1217                          STATION DESCRIPTION
 QD1217
 QD1217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QD1217'11.2 MI S FROM CLACKAMAS RANGER STATION.
 QD1217'ABOUT 11.2 MILES SOUTH ALONG THE OREGON SKYLINE ROAD FROM CLACKAMAS
 QD1217'RANGER STATION, CLACKAMAS COUNTY, 0.2 MILE SOUTH OF ROAD MILEPOST 20,
 QD1217'38.0 FEET NORTH OF BENCH MARK N 1 (USFS), 12.0 FEET WEST OF THE CENTER
 QD1217'LINE OF THE ROAD, A NAIL AND WASHER IN THE BASE OF A 26-INCH HEMLOCK
 QD1217'TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0402 ***********************************************************************
 QC0402  DESIGNATION -  3712.2
 QC0402  PID         -  QC0402
 QC0402  STATE/COUNTY-  OR/CROOK
 QC0402  USGS QUAD   -  PAULINA (1992)
 QC0402
 QC0402                         *CURRENT SURVEY CONTROL
 QC0402  ___________________________________________________________________
 QC0402* NAD 83(1986)-  44 07 56.     (N)    119 55 42.     (W)     SCALED    
 QC0402* NAVD 88     -      1132.578  (meters)    3715.80   (feet)  ADJUSTED  
 QC0402  ___________________________________________________________________
 QC0402  GEOID HEIGHT-         -19.18  (meters)                     GEOID03
 QC0402  DYNAMIC HT  -        1132.139 (meters)    3714.36  (feet)  COMP
 QC0402  MODELED GRAV-     980,192.2   (mgal)                       NAVD 88
 QC0402
 QC0402  VERT ORDER  -  FIRST     CLASS II
 QC0402
 QC0402.The horizontal coordinates were scaled from a topographic map and have
 QC0402.an estimated accuracy of +/- 6 seconds.
 QC0402
 QC0402.The orthometric height was determined by differential leveling
 QC0402.and adjusted in June 1991.
 QC0402.WARNING-Repeat measurements at this control monument indicate possible
 QC0402.vertical movement.
 QC0402
 QC0402.The geoid height was determined by GEOID03.
 QC0402
 QC0402.The dynamic height is computed by dividing the NAVD 88
 QC0402.geopotential number by the normal gravity value computed on the
 QC0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0402.degrees latitude (g = 980.6199 gals.).
 QC0402
 QC0402.The modeled gravity was interpolated from observed gravity values.
 QC0402
 QC0402;                    North         East    Units  Estimated Accuracy
 QC0402;SPC OR S     -   274,050.    1,545,750.      MT  (+/- 180 meters Scaled)
 QC0402
 QC0402                          SUPERSEDED SURVEY CONTROL
 QC0402
 QC0402  NGVD 29 (??/??/92) 1131.420  (m)         3712.00   (f) ADJ UNCH    1 2
 QC0402
 QC0402.Superseded values are not recommended for survey control.
 QC0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0402.See file dsdata.txt to determine how the superseded data were derived.
 QC0402
 QC0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKJ657907(NAD 83)
 QC0402_MARKER: Q = CHISELED SQUARE
 QC0402_SETTING: 80 = SET IN A BOULDER
 QC0402_SP_SET: BOULDER
 QC0402_STAMPING: 3712.1
 QC0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0402+STABILITY: SURFACE MOTION
 QC0402
 QC0402  HISTORY     - Date     Condition        Report By
 QC0402  HISTORY     - UNK      MONUMENTED       USGS
 QC0402  HISTORY     - 1934     GOOD             NGS
 QC0402
 QC0402                          STATION DESCRIPTION
 QC0402
 QC0402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QC0402'1.8 MI SE FROM PAULINA.
 QC0402'ALONG THE SUPLEE-PAULINA ROAD, ON TOP OF MASSIVE BOULDER LYING ON
 QC0402'SOUTH SIDE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0341 ***********************************************************************
 QD0341  DESIGNATION -  3715
 QD0341  PID         -  QD0341
 QD0341  STATE/COUNTY-  OR/CROOK
 QD0341  USGS QUAD   -  EAGLE ROCK (1990)
 QD0341
 QD0341                         *CURRENT SURVEY CONTROL
 QD0341  ___________________________________________________________________
 QD0341* NAD 83(1986)-  44 12 24.     (N)    120 38 33.     (W)     SCALED    
 QD0341* NAVD 88     -      1133.730  (meters)    3719.58   (feet)  ADJUSTED  
 QD0341  ___________________________________________________________________
 QD0341  GEOID HEIGHT-         -19.97  (meters)                     GEOID03
 QD0341  DYNAMIC HT  -        1133.298 (meters)    3718.16  (feet)  COMP
 QD0341  MODELED GRAV-     980,198.1   (mgal)                       NAVD 88
 QD0341
 QD0341  VERT ORDER  -  FIRST     CLASS II
 QD0341
 QD0341.The horizontal coordinates were scaled from a topographic map and have
 QD0341.an estimated accuracy of +/- 6 seconds.
 QD0341
 QD0341.The orthometric height was determined by differential leveling
 QD0341.and adjusted in June 1991.
 QD0341
 QD0341.The geoid height was determined by GEOID03.
 QD0341
 QD0341.The dynamic height is computed by dividing the NAVD 88
 QD0341.geopotential number by the normal gravity value computed on the
 QD0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0341.degrees latitude (g = 980.6199 gals.).
 QD0341
 QD0341.The modeled gravity was interpolated from observed gravity values.
 QD0341
 QD0341;                    North         East    Units  Estimated Accuracy
 QD0341;SPC OR S     -   282,180.    1,488,610.      MT  (+/- 180 meters Scaled)
 QD0341
 QD0341                          SUPERSEDED SURVEY CONTROL
 QD0341
 QD0341  NGVD 29 (??/??/92) 1132.569  (m)         3715.77   (f) ADJ UNCH    1 2
 QD0341
 QD0341.Superseded values are not recommended for survey control.
 QD0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0341.See file dsdata.txt to determine how the superseded data were derived.
 QD0341
 QD0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP883975(NAD 83)
 QD0341_MARKER: P = PIPE CAP
 QD0341_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QD0341_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QD0341_STAMPING: 3708 H 1904
 QD0341_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0341
 QD0341  HISTORY     - Date     Condition        Report By
 QD0341  HISTORY     - 1904     MONUMENTED       USGS
 QD0341  HISTORY     - 1935     GOOD             NGS
 QD0341
 QD0341                          STATION DESCRIPTION
 QD0341
 QD0341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 QD0341'14.6 MI SE FROM PRINEVILLE.
 QD0341'14.6 MILES SOUTHEAST ALONG THE PRINEVILLE-PAULINA ROAD FROM THE
 QD0341'COURTHOUSE AT PRINEVILLE, CROOK COUNTY, 17 FEET NORTH OF A GATE
 QD0341'LEADING EAST TO SOME RANCH BUILDINGS, AT THE POINT WHERE THE ROAD
 QD0341'LEAVES THE CANYON FLOOR AND ASCENDS TOWARD THE NORTH, 8 FEET NORTH OF
 QD0341'A FENCE, AT AN ANGLE IN THE EAST ROAD FENCE, 15 FEET EAST OF THE ROAD
 QD0341'CENTERLINE, AND 1 FOOT WEST OF THE FENCE.  A UNITED STATES GEOLOGICAL
 QD0341'SURVEY STANDARD CAP STAMPED 3715.959 H 1904 AND RIVETED TO A 3 1/2
 QD0341'INCH IRON PIPE SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0079 ***********************************************************************
 QD0079  DESIGNATION -  3721
 QD0079  PID         -  QD0079
 QD0079  STATE/COUNTY-  OR/WHEELER
 QD0079  USGS QUAD   -  FOSSIL SOUTH (1990)
 QD0079
 QD0079                         *CURRENT SURVEY CONTROL
 QD0079  ___________________________________________________________________
 QD0079* NAD 83(1986)-  44 56 23.     (N)    120 13 54.     (W)     SCALED    
 QD0079* NAVD 88     -      1135.315  (meters)    3724.78   (feet)  ADJUSTED  
 QD0079  ___________________________________________________________________
 QD0079  GEOID HEIGHT-         -20.13  (meters)                     GEOID03
 QD0079  DYNAMIC HT  -        1134.989 (meters)    3723.71  (feet)  COMP
 QD0079  MODELED GRAV-     980,290.0   (mgal)                       NAVD 88
 QD0079
 QD0079  VERT ORDER  -  FIRST     CLASS II
 QD0079
 QD0079.The horizontal coordinates were scaled from a topographic map and have
 QD0079.an estimated accuracy of +/- 6 seconds.
 QD0079
 QD0079.The orthometric height was determined by differential leveling
 QD0079.and adjusted in June 1991.
 QD0079
 QD0079.The geoid height was determined by GEOID03.
 QD0079
 QD0079.The dynamic height is computed by dividing the NAVD 88
 QD0079.geopotential number by the normal gravity value computed on the
 QD0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0079.degrees latitude (g = 980.6199 gals.).
 QD0079
 QD0079.The modeled gravity was interpolated from observed gravity values.
 QD0079
 QD0079;                    North         East    Units  Estimated Accuracy
 QD0079;SPC OR N     -   141,500.    2,521,180.      MT  (+/- 180 meters Scaled)
 QD0079
 QD0079                          SUPERSEDED SURVEY CONTROL
 QD0079
 QD0079  NGVD 29 (??/??/92) 1134.153  (m)         3720.97   (f) ADJ UNCH    1 2
 QD0079
 QD0079.Superseded values are not recommended for survey control.
 QD0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0079.See file dsdata.txt to determine how the superseded data were derived.
 QD0079
 QD0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGQ184799(NAD 83)
 QD0079_MARKER: P = PIPE CAP
 QD0079_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QD0079_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QD0079_STAMPING: 3721 ORE 1914
 QD0079_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0079
 QD0079  HISTORY     - Date     Condition        Report By
 QD0079  HISTORY     - 1914     MONUMENTED       USGS
 QD0079  HISTORY     - 1942     GOOD             NGS
 QD0079
 QD0079                          STATION DESCRIPTION
 QD0079
 QD0079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 QD0079'5.8 MI SW FROM FOSSIL.
 QD0079'LOCATED ALONG THE CLARNO ROAD AT LONE PINE CREEK SUMMIT, 30 FEET WEST
 QD0079'OF ROAD, 2 FEET FROM FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0080 ***********************************************************************
 QD0080  DESIGNATION -  3721 RESET
 QD0080  PID         -  QD0080
 QD0080  STATE/COUNTY-  OR/WHEELER
 QD0080  USGS QUAD   -  FOSSIL SOUTH (1990)
 QD0080
 QD0080                         *CURRENT SURVEY CONTROL
 QD0080  ___________________________________________________________________
 QD0080* NAD 83(1986)-  44 56 23.     (N)    120 13 54.     (W)     SCALED    
 QD0080* NAVD 88     -      1135.30   (+/-2cm)    3724.7    (feet)  VERTCON   
 QD0080  ___________________________________________________________________
 QD0080  GEOID HEIGHT-         -20.13  (meters)                     GEOID03
 QD0080  VERT ORDER  -  ? (See Below)
 QD0080
 QD0080.The horizontal coordinates were scaled from a topographic map and have
 QD0080.an estimated accuracy of +/- 6 seconds.
 QD0080
 QD0080.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD0080.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD0080.The vertical order pertains to the NGVD 29 superseded value.
 QD0080
 QD0080.The geoid height was determined by GEOID03.
 QD0080
 QD0080;                    North         East    Units  Estimated Accuracy
 QD0080;SPC OR N     -   141,500.    2,521,180.      MT  (+/- 180 meters Scaled)
 QD0080
 QD0080                          SUPERSEDED SURVEY CONTROL
 QD0080
 QD0080  NGVD 29 (??/??/92) 1134.153  (m)         3720.97   (f) ADJ UNCH    ?  
 QD0080
 QD0080.Superseded values are not recommended for survey control.
 QD0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0080.See file dsdata.txt to determine how the superseded data were derived.
 QD0080
 QD0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGQ184799(NAD 83)
 QD0080_MARKER: DD = SURVEY DISK
 QD0080_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QD0080_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QD0080_STAMPING: 3721 1914 ORE RESET 1943
 QD0080_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0080
 QD0080  HISTORY     - Date     Condition        Report By
 QD0080  HISTORY     - 1943     MONUMENTED       USGS
 QD0080  HISTORY     - 1943     GOOD             NGS
 QD0080
 QD0080                          STATION DESCRIPTION
 QD0080
 QD0080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QD0080'5.5 MI SW FROM FOSSIL.
 QD0080'THIS MARK IS ABOUT 5.5 MILES SOUTHWEST ALONG THE ANTELOPE-FOSSIL ROAD
 QD0080'FROM THE POST OFFICE AT FOSSIL, WHEELER COUNTY, SET AT THE LONE PINE
 QD0080'CREEK SUMMIT, ON THE INSIDE OF A CURVE, 3.4 FEET EAST OF A NORTH-SOUTH
 QD0080'FENCE, 62.0 FEET NORTH WEST OF THE CENTER LINE OF THE ROAD, 45.0 FEET
 QD0080'SOUTH OF THE SOUTH END OF A FENCE GATE, PROJECTING ABOUT 6-INCHES
 QD0080'ABOVE THE GROUND, 2.0 FEET EAST OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2224 ***********************************************************************
 RC2224  DESIGNATION -  3725 VA=BALD PETER
 RC2224  PID         -  RC2224
 RC2224  STATE/COUNTY-  OR/WASCO
 RC2224  USGS QUAD   -  WAPINITIA (1996)
 RC2224
 RC2224                         *CURRENT SURVEY CONTROL
 RC2224  ___________________________________________________________________
 RC2224* NAD 83(1991)-  45 03 34.87136(N)    121 22 06.22803(W)     ADJUSTED  
 RC2224* NAVD 88     -      1135.2    (meters)    3724.     (feet)  VERTCON   
 RC2224  ___________________________________________________________________
 RC2224  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 RC2224  GEOID HEIGHT-         -21.20  (meters)                     GEOID03
 RC2224  HORZ ORDER  -  FIRST
 RC2224
 RC2224.The horizontal coordinates were established by classical geodetic methods
 RC2224.and adjusted by the National Geodetic Survey in October 1991.
 RC2224
 RC2224.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC2224.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC2224
 RC2224.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2224
 RC2224.The geoid height was determined by GEOID03.
 RC2224
 RC2224;                    North         East     Units Scale Factor Converg.
 RC2224;SPC OR N     -   155,161.602 2,431,609.200   MT  0.99989639   -0 36 57.1
 RC2224;SPC OR N     -   509,060.37  7,977,720.47   iFT  0.99989639   -0 36 57.1
 RC2224;UTM  10      - 4,990,875.733   628,461.709   MT  0.99980292   +1 09 18.3
 RC2224
 RC2224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2224!SPC OR N     -   0.99982537  x   0.99989639  =   0.99972178
 RC2224!UTM  10      -   0.99982537  x   0.99980292  =   0.99962833
 RC2224
 RC2224|---------------------------------------------------------------------|
 RC2224| PID    Reference Object                     Distance      Geod. Az  |
 RC2224|                                                           dddmmss.s |
 RC2224| RC2225 BALD PETER RM 1                      15.510 METERS 08743     |
 RC2224| CF4068 BALD PETER RM 2                      15.475 METERS 17455     |
 RC2224| RC2248 BEAVER BUTTE LOOKOUT HOUSE          APPROX.17.3 KM 2701017.9 |
 RC2224| CF4067 BALD PETER AZ MK                                   3042120.9 |
 RC2224| RC2227 FOREMAN POINT LOOKOUT TOWER         APPROX. 4.0 KM 3195328.4 |
 RC2224| RC2235 GRASSHOPPER POINT LOH               APPROX.25.1 KM 3282637.2 |
 RC2224| RC2240 LOOKOUT MOUNTAIN LOOKOUT TOWER      APPROX.33.7 KM 3384646.7 |
 RC2224| RC2230 FLAG POINT LOOKOUT TOWER            APPROX.29.7 KM 3445907.8 |
 RC2224|---------------------------------------------------------------------|
 RC2224
 RC2224                          SUPERSEDED SURVEY CONTROL
 RC2224
 RC2224  NAD 83(1986)-  45 03 34.88560(N)    121 22 06.22953(W) AD(       ) 1
 RC2224  NAD 27      -  45 03 35.47100(N)    121 22 01.99600(W) AD(       ) 1
 RC2224  NGVD 29 (07/19/86) 1134.1    (m)         3721.     (f) VERT ANG    3  
 RC2224
 RC2224.Superseded values are not recommended for survey control.
 RC2224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2224.See file dsdata.txt to determine how the superseded data were derived.
 RC2224
 RC2224_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ2846290876(NAD 83)
 RC2224_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RC2224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC2224
 RC2224  HISTORY     - Date     Condition        Report By
 RC2224  HISTORY     - 1916     MONUMENTED       CGS
 RC2224  HISTORY     - 1931     SEE DESCRIPTION  USGS
 RC2224  HISTORY     - 1946     SEE DESCRIPTION  CGS
 RC2224  HISTORY     - 1947     SEE DESCRIPTION  CGS
 RC2224  HISTORY     - 1955     GOOD             USGS
 RC2224  HISTORY     - 1958     GOOD             USGS
 RC2224  HISTORY     - 1959     SEE DESCRIPTION  BPA
 RC2224
 RC2224                          STATION DESCRIPTION
 RC2224
 RC2224'DESCRIBED BY COAST AND GEODETIC SURVEY 1916 (CVH)
 RC2224'IN THE EXTREME SOUTHEAST CORNER OF THE MT. HOOD NATIONAL FOREST IN
 RC2224'SEC. 12, T. 6 S., R. 11 E., W.M., ON THE NORTHWEST CORNER OF THE
 RC2224'TOP OF A BALD ROCKY KNOB.  THE STATION IS BEST REACHED BY A WAGON
 RC2224'ROAD FROM WAPINITIA.  IT IS MARKED BY A BRONZE TABLET IN CONCRETE,
 RC2224'AS DESCRIBED IN NOTE 1A.
 RC2224
 RC2224                          STATION RECOVERY (1931)
 RC2224
 RC2224'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1931
 RC2224'ABOUT 6 MILES AIRLINE SOUTHWEST OF WAPINITIA, AND MAY BE REACHED
 RC2224'BY FAIR ROAD FROM THAT TOWN.  IT IS ON NORTHWEST CORNER OF BALD
 RC2224'PETER BUTTE, ELEVATION 3725 FEET, BALD ROCKY KNOB IN SOUTH PART OF
 RC2224'SECTION 12, T 6 S, R 11 E, JUST NORTH OF BOUNDARY OF WARM SPRINGS
 RC2224'INDIAN RESERVATION, AND SHOWN ON U.S.G.S. MAP OF DUFUR
 RC2224'QUADRANGLE.  MARKED BY DISK IN CONCRETE BLOCK, NOTE 1A.  IN 1931
 RC2224'U.S.G.S. SET U.S.G.S. REFERENCE DISK IN BOULDER, 15.52 METERS
 RC2224'(50.92 FEET) EAST OF STATION IN AZIMUTH 267 DEG 47 MIN.
 RC2224'REFERENCE MARK OCCUPIES EXACT POSITION OF SMALL CAIRN WHICH WAS
 RC2224'FOUND AT NORTHEAST ANGLE OF TOP.  IN 1931 CENTER OF ABANDONED
 RC2224'U.S.F.S. LOOKOUT AND TELEPHONE BOOTH WAS FOUND TO
 RC2224'BE 12.87 METERS (42.22 FEET) SOUTHEAST OF STATION IN AZIMUTH 322
 RC2224'DEG 32 MIN.
 RC2224
 RC2224                          STATION RECOVERY (1946)
 RC2224
 RC2224'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CAG)
 RC2224'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  AN AZIMUTH
 RC2224'AND REFERENCE MARK WAS ESTABLISHED.  IN 1931 THE USGS SET A USGS
 RC2224'REFERENCE MARK DISK IN A BOULDER.  THE USFS LOOKOUT TOWER WHICH WAS
 RC2224'CUT IN IN 1931 WAS NOT FOUND.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 RC2224'
 RC2224'ABOUT 15 MILES, AIRLINE, SOUTHWEST OF MAUPIN, JUST NORTH OF THE
 RC2224'NORTH BOUNDARY OF THE WARM SPRINGS INDIAN RESERVATION, ON THE
 RC2224'NORTHWEST END OF BALD PETER BUTTE.  IT IS 0.15 MILE NORTH OF AN
 RC2224'EAST-WEST FENCE LINE AND 6 FEET SOUTH OF WHERE THE RIDGE BREAKS
 RC2224'OFF SHARP TO THE NORTHWEST.  IT IS A STANDARD DISK, STAMPED 3725
 RC2224'VA, SET IN A DRILL HOLE IN A BOULDER, REENFORCED WITH CONCRETE,
 RC2224'3 INCHES BELOW THE SURFACE OF THE GROUND.
 RC2224'
 RC2224'REFERENCE MARK NO. 1 IS A USGS REFERENCE MARK DISK.  IT IS ON THE
 RC2224'HIGHEST POINT OF THE RIDGE CEMENTED IN A DRILL HOLE IN A BOULDER
 RC2224'FLUSH WITH THE GROUND.  THERE IS NO STAMPING ON THE DISK.
 RC2224'
 RC2224'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED BALD PETER
 RC2224'NO 2 1946, WELDED ON TOP OF A 3 INCH CAST IRON SOIL PIPE PROJECTING
 RC2224'7 INCHES.
 RC2224'
 RC2224'THE AZIMUTH MARK IS 1.5 MILES, AIRLINE, WEST-NORTHWEST OF THE
 RC2224'STATION, 0.5 MILE SOUTH OF A ROAD FORK, 19 FEET EAST OF THE CENTER
 RC2224'LINE OF TRACK ROAD, 18 FEET NORTHWEST OF A LONE PINE TREE, AND 4
 RC2224'FEET SOUTHEAST OF A 4 INCH SQUARE WHITE WOODEN WITNESS POST.  IT
 RC2224'IS A STANDARD DISK, STAMPED BALD PETER 1946, WELDED ON TOP OF A 3
 RC2224'INCH CAST IRON SOIL PIPE PROJECTING 8 INCHES.
 RC2224'
 RC2224'TO REACH FROM THE POST OFFICE IN MAUPIN, GO WEST ON STATE
 RC2224'HIGHWAY 50 AND 23 FOR 2.6 MILES TO A FORK.  TAKE LEFT FORK, STATE
 RC2224'HIGHWAY 50, AND GO 13.2 MILES TO A SIDE ROAD LEFT, JUST BEFORE
 RC2224'REACHING THE PINE GROVE SCHOOL ON THE LEFT.  TURN LEFT AND GO 0.7
 RC2224'MILE TO A T INTERSECTION, TURN RIGHT AND GO 0.5 MILE TO A GATE
 RC2224'ON THE LEFT.  GO THRU GATE AND GO 2.1 MILES OVER ROUGH AND
 RC2224'WASHED OUT ROAD, TO A FORK.  TAKE LEFT FORK, AS PER SIGN BALD
 RC2224'PETER PASTURE 2, AND GO 0.5 MILE TO THE AZIMUTH MARK ON THE LEFT.
 RC2224'CONTINUE FOR 0.7 MILE TO A GATE AND FORK.  PASS THRU GATE AND
 RC2224'TAKE THE LEFT FORK FOR 1.1 MILES TO FRED HACKLERS HOUSE.  CONTINUE
 RC2224'STRAIGHT AHEAD FOR 0.1 MILE TO A FORK, TAKE LEFT FORK AND GO
 RC2224'0.55 MILE ON ROUGH NARROW ROAD TO A SADDLE, HERE BEAR RIGHT
 RC2224'THRU TIMBER TO THE TOP OF THE RIDGE.  TURN EAST ALONG TOP OF THE
 RC2224'RIDGE FOR 1.45 MILES TO THE EAST END OF THE TIMBER LINE AND THE
 RC2224'END OF TRUCK TRAVEL.  FROM HERE PACK TO THE HIGHEST POINT OF THE
 RC2224'HILL AND THE STATION.  ABOUT A 30 MINUTE PACK.
 RC2224
 RC2224                          STATION RECOVERY (1947)
 RC2224
 RC2224'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (WRH)
 RC2224'THE STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION
 RC2224'AS DESCRIBED.
 RC2224'
 RC2224'THE STATION IS LOCATED ABOUT 15 MILES AIRLINE SOUTHWEST OF MAUPIN,
 RC2224'JUST NORTH OF THE NORTH BOUNDRY OF THE WARM SPRINGS INDIAN
 RC2224'RESERVATION, ON THE NORTHWEST END OF BALD PETER BUTTE.
 RC2224'
 RC2224'TO REACH FROM MAUPIN GO WEST ON STATE HIGHWAY 50 FOR 2.6 MILES
 RC2224'TO THE JUNCTION OF STATE HIGHWAYS 50 AND 23.  KEEP LEFT ON STATE
 RC2224'HIGHWAY 50 FOR 13.2 MILES TO A DIRT ROAD LEFT (SOUTH) JUST BEFORE
 RC2224'REACHING THE PINE GROVE SCHOOL.  TURN LEFT ONTO DIRT ROAD AND
 RC2224'CONTINUE FOR 0.7 MILE TO A T ROAD.  TURN RIGHT (WESTERLY) AND GO
 RC2224'0.5 MILE TO A ROAD LEFT.  TURN LEFT (SOUTHERLY) ACROSS CATTLE GUARD
 RC2224'AND CONTINUE FOR 2.1 MILE TO A FORK.  KEEP LEFT FORK (EASTERLY)
 RC2224'FOR 0.5 MILE TO THE AZIMUTH MARK ON THE LEFT (NORTH) SIDE OF
 RC2224'THE ROAD.  CONTINUE FOR 0.7 MILE TO A GATE, PASS THROUGH
 RC2224'GATE KEEPING LEFT FORK FOR 1.1 MILE TO THE HOUSE OF FRED HACKLER
 RC2224'AND THE END OF TRUCK TRAVEL FOR THE OBSERVING PARTY.  NOTE--(THE
 RC2224'PREVIOUS DESCRIPTION STATES TO CONTINUE PAST MR. HACKLERS
 RC2224'HOUSE AND ONTO THE RIDGE NORTH.  MR HACKLER STATED THAT THIS
 RC2224'WAS DONE WITH DIFFICULTY WITH A 4X4 SO WAS NOT ATTEMPTED
 RC2224'BY THIS PARTY.) FROM MR. HACKLERS HOUSE CONTINUE ON FOOT
 RC2224'EASTERLY TO THE HIGHEST POINT OF BALD PETER BUTTE AND STATION.
 RC2224'A 1-1/2 HOUR PACK.
 RC2224'
 RC2224'THE MARK IS A STANDARD BRONZE DISK SET IN BEDROCK 3 INCHES BELOW
 RC2224'THE GROUND SURFACE, 6 FEET EAST OF THE SHARP DROP OFF TO THE
 RC2224'WEST.  IT IS STAMPED 3725 VA.
 RC2224'
 RC2224'USGS MARK IS A STANDARD BRONZE UNITED STATES GEOLOGICAL SURVEY DISK
 RC2224'SET IN A BURIED BOULDER PROJECTING ABOUT 4 INCHES, ABOUT 6 INCHES
 RC2224'HIGHER THAN THE STATION.  IT IS NOT STAMPED.
 RC2224'
 RC2224'REFERENCE MARK NO 2 IS A STANDARD BRONZE REFERENCE DISK BRAZED
 RC2224'TO A 3 INCH SOIL PIPE PROJECTING ABOUT 8 INCHES, AND IS ABOUT 2-1/2
 RC2224'FEET LOWER THAN THE STATION.  IT IS STAMPED BALD PETER NO 2 1946.
 RC2224'
 RC2224'THE AZIMUTH MARK IS A STANDARD BRONZE DISK BRAZED TO THE TOP OF
 RC2224'A 3 INCH SOIL PIPE PROJECTING ABOUT 8 INCHES, 19 FEET EAST OF THE
 RC2224'ROAD CENTER, 18 FEET NORTHWEST OF A LONE PINE SAPLING, ABOUT 1-1/2
 RC2224'MILES AIRLINE WEST NORTHWEST OF THE STATION, AND 0.5 MILE
 RC2224'SOUTHEAST OF ROAD FORK AT SIGN BALD PETER PASTURE 2 ON THE ROAD TO
 RC2224'STATION.  IT IS STAMPED BALD PETER 1946.
 RC2224
 RC2224                          STATION RECOVERY (1955)
 RC2224
 RC2224'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 RC2224'RECOVERED AS DESCRIBED BY NGS.  ALL MARKS IN GOOD CONDITION.  NEW
 RC2224'TO REACH FOLLOWS.
 RC2224'
 RC2224'TO REACH FROM MAUPIN, DRIVE 2.6 MI W. ON STATE HWY. 52 TO JCT. OF
 RC2224'STATE HWYS. 52 AND 23.  KEEP LEFT ON STATE HWY. 52 13.2 MI TO DIRT
 RC2224'RD. S.  JUST BEFORE REACHING PINE GROVE SCHOOL TURN LEFT ON DIRT
 RC2224'RD. 0.7 MI TO T-RD.  TURN RIGHT 0.5 MI W. TO RD. FORKS.  TURN LEFT
 RC2224'(SOUTHERLY) ACROSS CATTLEGUARD 2.1 MI TO RD. FORKS.  TURN LEFT AS
 RC2224'PER SIGN BALD PETER PASTURE 2 1.1 MI TO RD. FORKS JUST BEYOND
 RC2224'GATE.  TURN LEFT 0.1 MI TO RD. FORKS.  KEEP LEFT 1 MI TO ABANDONED
 RC2224'HOUSE, CONTINUE ON MAIN RD. 0.3 MI TO TOP OF RIDGE.  FOLLOW RD.
 RC2224'SOUTHERLY ALONG RIDGE 0.2 MI TO SADDLE.  PACK S. UP RIDGE TO
 RC2224'HIGHEST POINT AND STATION.  A 20-MINUTE PACK.
 RC2224
 RC2224                          STATION RECOVERY (1958)
 RC2224
 RC2224'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 RC2224'RECOVERED AS DESCRIBED BY NGS AND USGS.  ALL MARKS IN GOOD
 RC2224'CONDITION.
 RC2224'
 RC2224'REACHED BY HELICOPTER.
 RC2224
 RC2224                          STATION RECOVERY (1959)
 RC2224
 RC2224'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1959
 RC2224'TO REACH FROM PINE GROVE GO SOUTH ON GRAVEL ROAD 0.7 MILE TO A T
 RC2224'ROAD.  TURN RIGHT W. FOR 0.4 MILE TO A FORK.  TURN LEFT AND GO 1.1
 RC2224'MILE TO A ROCK QUARRY.  CONTINUE WESTERLY PAST QUARRY FOR 1.0 MILE
 RC2224'TO A FORK.  (SIGN BALD PETER PASTURE 3.  RAINBOW ROCK QUARRY
 RC2224'2).  TAKE LEFT FORK AND GO 0.5 MILE TO A FORK AND THE AZIMUTH
 RC2224'MARK AS DESCRIBED.  THE AZIMUTH MARK IS BETWEEN THE TWO TRACK
 RC2224'ROADS GOING SOUTHERLY.  KEEP TO THE LEFT SOUTHEASTERLY 0.7 MILE TO
 RC2224'A CATTLE GUARD.  CONTINUE SOUTHERLY 0.2 MILES TO A CROSS ROAD
 RC2224'(RAINBOW ROCK QUARRY ON THE RIGHT).  TURN LEFT E. AND GO 0.3 MILE
 RC2224'TO RANCH HOUSE.  CONTINUE SOUTHEASTERLY (PASSING TO THE
 RC2224'SOUTH OF THE HOUSE AND BARN) FOR 0.5 MILE TO A PICNIC GROUNDS
 RC2224'AND THE END OF TRUCK TRAVEL.  PACK EASTERLY TO TOP OF HILL AND
 RC2224'STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1215 ***********************************************************************
 QD1215  DESIGNATION -  3755 RESET
 QD1215  PID         -  QD1215
 QD1215  STATE/COUNTY-  OR/WASCO
 QD1215  USGS QUAD   -  PINHEAD BUTTES (1997)
 QD1215
 QD1215                         *CURRENT SURVEY CONTROL
 QD1215  ___________________________________________________________________
 QD1215* NAD 83(1986)-  44 59 01.     (N)    121 47 17.     (W)     SCALED    
 QD1215* NAVD 88     -      1145.02   (meters)    3756.6    (feet)  RESET     
 QD1215  ___________________________________________________________________
 QD1215  GEOID HEIGHT-         -21.09  (meters)                     GEOID03
 QD1215  VERT ORDER  -  THIRD
 QD1215
 QD1215.The horizontal coordinates were scaled from a topographic map and have
 QD1215.an estimated accuracy of +/- 6 seconds.
 QD1215
 QD1215.The orthometric height was computed from unverified reset data.
 QD1215
 QD1215.The geoid height was determined by GEOID03.
 QD1215
 QD1215;                    North         East    Units  Estimated Accuracy
 QD1215;SPC OR N     -   147,150.    2,398,430.      MT  (+/- 180 meters Scaled)
 QD1215
 QD1215                          SUPERSEDED SURVEY CONTROL
 QD1215
 QD1215.No superseded survey control is available for this station.
 QD1215
 QD1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ955818(NAD 83)
 QD1215_MARKER: DD = SURVEY DISK
 QD1215_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QD1215_SP_SET: MONUMENT
 QD1215_STAMPING: 3755 USGS RESET 1968
 QD1215_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD1215
 QD1215  HISTORY     - Date     Condition        Report By
 QD1215  HISTORY     - 1968     MONUMENTED       USFS
 QD1215  HISTORY     - 1968     GOOD             NGS
 QD1215
 QD1215                          STATION DESCRIPTION
 QD1215
 QD1215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 QD1215'10.1 MI S FROM CLACKAMAS LAKE GUARD STATION.
 QD1215'14.3 MILES NORTH ALONG SKYLINE ROAD FROM THE OLALLIE LAKE GUARD
 QD1215'STATION, 10.1 MILES SOUTH ALONG SKYLINE ROAD FROM THE CLACKAMAS LAKE
 QD1215'GUARD STATION, 1.2 MILES NORTH OF THE WASCO-CLACKAMAS COUNTY LINE, 0.1
 QD1215'MILE NORTH OF MILE POST NO. 21, 0.1 MILE SOUTH OF WHERE THE ROAD
 QD1215'CROSSES WARM SPRINGS RIVER, 60 FEET EAST OF THE CENTER OF THE ROAD, 1
 QD1215'FOOT NORTH OF A METAL WITNESS POST AND 1 FOOT LOWER THAN THE ROAD SET
 QD1215'IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0662 ***********************************************************************
 RA0662  DESIGNATION -  3756.6=W 247
 RA0662  PID         -  RA0662
 RA0662  STATE/COUNTY-  OR/WALLOWA
 RA0662  USGS QUAD   -  ENTERPRISE (1990)
 RA0662
 RA0662                         *CURRENT SURVEY CONTROL
 RA0662  ___________________________________________________________________
 RA0662* NAD 83(1986)-  45 25 34.     (N)    117 16 39.     (W)     SCALED    
 RA0662* NAVD 88     -      1146.064  (meters)    3760.05   (feet)  ADJUSTED  
 RA0662  ___________________________________________________________________
 RA0662  GEOID HEIGHT-         -16.15  (meters)                     GEOID03
 RA0662  DYNAMIC HT  -        1145.743 (meters)    3758.99  (feet)  COMP
 RA0662  MODELED GRAV-     980,296.8   (mgal)                       NAVD 88
 RA0662
 RA0662  VERT ORDER  -  FIRST     CLASS II
 RA0662
 RA0662.The horizontal coordinates were scaled from a topographic map and have
 RA0662.an estimated accuracy of +/- 6 seconds.
 RA0662
 RA0662.The orthometric height was determined by differential leveling
 RA0662.and adjusted in June 1991.
 RA0662
 RA0662.The geoid height was determined by GEOID03.
 RA0662
 RA0662.The dynamic height is computed by dividing the NAVD 88
 RA0662.geopotential number by the normal gravity value computed on the
 RA0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0662.degrees latitude (g = 980.6199 gals.).
 RA0662
 RA0662.The modeled gravity was interpolated from observed gravity values.
 RA0662
 RA0662;                    North         East    Units  Estimated Accuracy
 RA0662;SPC OR N     -   200,540.    2,752,100.      MT  (+/- 180 meters Scaled)
 RA0662
 RA0662                          SUPERSEDED SURVEY CONTROL
 RA0662
 RA0662  NGVD 29 (??/??/92) 1144.852  (m)         3756.07   (f) ADJ UNCH    1 2
 RA0662
 RA0662.Superseded values are not recommended for survey control.
 RA0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0662.See file dsdata.txt to determine how the superseded data were derived.
 RA0662
 RA0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML782303(NAD 83)
 RA0662_MARKER: DD = SURVEY DISK
 RA0662_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RA0662_SP_SET: CULVERT
 RA0662_STAMPING: 3756.6 1903 W 247
 RA0662_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RA0662_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RA0662+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2008
 RA0662
 RA0662  HISTORY     - Date     Condition        Report By
 RA0662  HISTORY     - 1903     MONUMENTED       USGS
 RA0662  HISTORY     - 1946     GOOD             NGS
 RA0662  HISTORY     - 20080730 GOOD             NGS
 RA0662
 RA0662                          STATION DESCRIPTION
 RA0662
 RA0662'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RA0662'IN ENTERPRISE.
 RA0662'AT THE NORTHEAST CORNER OF THE INTERSECTION OF MAIN AND RIVER STREETS
 RA0662'AT ENTERPRISE, 1.2 FOOT ABOVE THE CONCRETE WALK, 0.8 FOOT NORTH OF THE
 RA0662'SOUTH END OF THE WEST WALL OF AND AT THE ENTRANCE TO THE ENTERPRISE
 RA0662'HOTEL, A U.S. GEOLOGICAL SURVEY BRONZE DISK SET VERTICALLY.
 RA0662
 RA0662                          STATION RECOVERY (2008)
 RA0662
 RA0662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2008 (DW)
 RA0662'BLDG. IS NOW THE PIONEER GUEST HOME.  IT IS NORTH ACROSS MAIN ST. FROM
 RA0662'COUNTY COURTHOUSE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0663 ***********************************************************************
 RA0663  DESIGNATION -  3759.9=X 247
 RA0663  PID         -  RA0663
 RA0663  STATE/COUNTY-  OR/WALLOWA
 RA0663  USGS QUAD   -  ENTERPRISE (1990)
 RA0663
 RA0663                         *CURRENT SURVEY CONTROL
 RA0663  ___________________________________________________________________
 RA0663* NAD 83(1986)-  45 25 29.     (N)    117 16 39.     (W)     SCALED    
 RA0663* NAVD 88     -      1147.081  (meters)    3763.38   (feet)  ADJUSTED  
 RA0663  ___________________________________________________________________
 RA0663  GEOID HEIGHT-         -16.14  (meters)                     GEOID03
 RA0663  DYNAMIC HT  -        1146.759 (meters)    3762.33  (feet)  COMP
 RA0663  MODELED GRAV-     980,295.7   (mgal)                       NAVD 88
 RA0663
 RA0663  VERT ORDER  -  FIRST     CLASS II
 RA0663
 RA0663.The horizontal coordinates were scaled from a topographic map and have
 RA0663.an estimated accuracy of +/- 6 seconds.
 RA0663
 RA0663.The orthometric height was determined by differential leveling
 RA0663.and adjusted in June 1991.
 RA0663
 RA0663.The geoid height was determined by GEOID03.
 RA0663
 RA0663.The dynamic height is computed by dividing the NAVD 88
 RA0663.geopotential number by the normal gravity value computed on the
 RA0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0663.degrees latitude (g = 980.6199 gals.).
 RA0663
 RA0663.The modeled gravity was interpolated from observed gravity values.
 RA0663
 RA0663;                    North         East    Units  Estimated Accuracy
 RA0663;SPC OR N     -   200,390.    2,752,110.      MT  (+/- 180 meters Scaled)
 RA0663
 RA0663                          SUPERSEDED SURVEY CONTROL
 RA0663
 RA0663  NGVD 29 (??/??/92) 1145.869  (m)         3759.41   (f) ADJ UNCH    1 2
 RA0663
 RA0663.Superseded values are not recommended for survey control.
 RA0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0663.See file dsdata.txt to determine how the superseded data were derived.
 RA0663
 RA0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML782301(NAD 83)
 RA0663_MARKER: DD = SURVEY DISK
 RA0663_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RA0663_SP_SET: STEPS
 RA0663_STAMPING: 3759.9 1927 X 247
 RA0663_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RA0663
 RA0663  HISTORY     - Date     Condition        Report By
 RA0663  HISTORY     - 1927     MONUMENTED       USGS
 RA0663  HISTORY     - 1946     GOOD             NGS
 RA0663  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RA0663
 RA0663                          STATION DESCRIPTION
 RA0663
 RA0663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RA0663'IN ENTERPRISE.
 RA0663'AT THE SOUTHEAST CORNER OF THE INTERSECTION OF MAIN AND RIVER STREETS
 RA0663'AT ENTERPRISE, 6.4 FEET SOUTH OF CENTER OF THE WEST ENTRANCE TO THE
 RA0663'WALLOWA COUNTY COURT HOUSE, 0.6 FOOT WEST OF THE WEST WALL, A U.S.
 RA0663'GEOLOGICAL SURVEY BRONZE DISK SET IN THE THIRD STEP FROM THE BOTTOM OF
 RA0663'THE CONCRETE STEPS AT THE WEST ENTRANCE TO THE COURT HOUSE.
 RA0663
 RA0663                          STATION RECOVERY (1988)
 RA0663
 RA0663'RECOVERY NOTE BY US POWER SQUADRON 1988 (RCC)
 RA0663'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1079 ***********************************************************************
 QD1079  DESIGNATION -  3768
 QD1079  PID         -  QD1079
 QD1079  STATE/COUNTY-  OR/LINN
 QD1079  USGS QUAD   -  SANTIAM JUNCTION (1988)
 QD1079
 QD1079                         *CURRENT SURVEY CONTROL
 QD1079  ___________________________________________________________________
 QD1079* NAD 83(1986)-  44 28 15.     (N)    121 59 12.     (W)     SCALED    
 QD1079* NAVD 88     -      1149.600  (meters)    3771.65   (feet)  ADJUSTED  
 QD1079  ___________________________________________________________________
 QD1079  GEOID HEIGHT-         -21.49  (meters)                     GEOID03
 QD1079  DYNAMIC HT  -        1149.199 (meters)    3770.33  (feet)  COMP
 QD1079  MODELED GRAV-     980,229.3   (mgal)                       NAVD 88
 QD1079
 QD1079  VERT ORDER  -  FIRST     CLASS II
 QD1079
 QD1079.The horizontal coordinates were scaled from a topographic map and have
 QD1079.an estimated accuracy of +/- 6 seconds.
 QD1079
 QD1079.The orthometric height was determined by differential leveling
 QD1079.and adjusted in June 1991.
 QD1079
 QD1079.The geoid height was determined by GEOID03.
 QD1079
 QD1079.The dynamic height is computed by dividing the NAVD 88
 QD1079.geopotential number by the normal gravity value computed on the
 QD1079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1079.degrees latitude (g = 980.6199 gals.).
 QD1079
 QD1079.The modeled gravity was interpolated from observed gravity values.
 QD1079
 QD1079;                    North         East    Units  Estimated Accuracy
 QD1079;SPC OR N     -    90,450.    2,381,720.      MT  (+/- 180 meters Scaled)
 QD1079
 QD1079                          SUPERSEDED SURVEY CONTROL
 QD1079
 QD1079  NGVD 29 (??/??/92) 1148.406  (m)         3767.73   (f) ADJ UNCH    1 2
 QD1079
 QD1079.Superseded values are not recommended for survey control.
 QD1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1079.See file dsdata.txt to determine how the superseded data were derived.
 QD1079
 QD1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ805246(NAD 83)
 QD1079_MARKER: N = NAIL
 QD1079_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QD1079_SP_SET: TREE BASE
 QD1079_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD1079
 QD1079  HISTORY     - Date     Condition        Report By
 QD1079  HISTORY     - UNK      MONUMENTED       USGS
 QD1079  HISTORY     - 1941     GOOD             NGS
 QD1079  HISTORY     - 19950920 MARK NOT FOUND   NGS
 QD1079
 QD1079                          STATION DESCRIPTION
 QD1079
 QD1079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QD1079'23.1 MI E FROM IDANHA.
 QD1079'MARK IS LOCATED ALONG NORTH SANTIAM HIGHWAY AND ABOUT 135 FEET WEST OF
 QD1079'HIGHWAY SIGN LAVA LAKE MEADOWS 3 1/2, 3 FEET BELOW HIGHWAY LEVEL, 54
 QD1079'FEET NORTH OF CENTER OF HIGHWAY, U S 3768 B M IS PAINTED ON TREE IN
 QD1079'WHICH MARK IS SET.
 QD1079
 QD1079                          STATION RECOVERY (1995)
 QD1079
 QD1079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (LLR)
 QD1079'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0342 ***********************************************************************
 NZ0342  DESIGNATION -  3770.1
 NZ0342  PID         -  NZ0342
 NZ0342  STATE/COUNTY-  OR/DOUGLAS
 NZ0342  USGS QUAD   -  BUTLER BUTTE (1989)
 NZ0342
 NZ0342                         *CURRENT SURVEY CONTROL
 NZ0342  ___________________________________________________________________
 NZ0342* NAD 83(1986)-  42 52 36.     (N)    122 43 02.     (W)     SCALED    
 NZ0342* NAVD 88     -      1150.282  (meters)    3773.88   (feet)  ADJUSTED  
 NZ0342  ___________________________________________________________________
 NZ0342  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 NZ0342  DYNAMIC HT  -        1149.850 (meters)    3772.47  (feet)  COMP
 NZ0342  MODELED GRAV-     980,203.0   (mgal)                       NAVD 88
 NZ0342
 NZ0342  VERT ORDER  -  SECOND    CLASS 0
 NZ0342
 NZ0342.The horizontal coordinates were scaled from a topographic map and have
 NZ0342.an estimated accuracy of +/- 6 seconds.
 NZ0342
 NZ0342.The orthometric height was determined by differential leveling
 NZ0342.and adjusted in June 1991.
 NZ0342
 NZ0342.The geoid height was determined by GEOID03.
 NZ0342
 NZ0342.The dynamic height is computed by dividing the NAVD 88
 NZ0342.geopotential number by the normal gravity value computed on the
 NZ0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0342.degrees latitude (g = 980.6199 gals.).
 NZ0342
 NZ0342.The modeled gravity was interpolated from observed gravity values.
 NZ0342
 NZ0342;                    North         East    Units  Estimated Accuracy
 NZ0342;SPC OR S     -   136,810.    1,318,880.      MT  (+/- 180 meters Scaled)
 NZ0342
 NZ0342                          SUPERSEDED SURVEY CONTROL
 NZ0342
 NZ0342  NGVD 29 (??/??/92) 1149.246  (m)         3770.48   (f) ADJ UNCH    2 0
 NZ0342
 NZ0342.Superseded values are not recommended for survey control.
 NZ0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0342.See file dsdata.txt to determine how the superseded data were derived.
 NZ0342
 NZ0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN230471(NAD 83)
 NZ0342_MARKER: N = NAIL
 NZ0342_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NZ0342_SP_SET: FIR TREE
 NZ0342_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0342
 NZ0342  HISTORY     - Date     Condition        Report By
 NZ0342  HISTORY     - UNK      MONUMENTED       USGS
 NZ0342  HISTORY     - 1967     MARK NOT FOUND   NGS
 NZ0342
 NZ0342                          STATION DESCRIPTION
 NZ0342
 NZ0342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 NZ0342'1.7 MI NE FROM FAWN CAMP.
 NZ0342'1.7 MILES NORTHEAST ALONG THE HUCKLEBERRY GAP ROAD FROM FAWN CAMP, AT
 NZ0342'A U CURVE, 60.0 FEET EAST OF AND ACROSS THE ROAD FROM B M V 501, 18
 NZ0342'FEET EAST OF THE CENTER OF THE ROAD, ABOUT 1 FOOT HIGHER THAN THE ROAD
 NZ0342'AND DRIVEN IN THE NORTHEAST BASE OF A 30-INCH FIR TREE MARKED BY THE
 NZ0342'WHITE PAINTED LETTERS USBM 3770.1.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0988 ***********************************************************************
 QD0988  DESIGNATION -  3774
 QD0988  PID         -  QD0988
 QD0988  STATE/COUNTY-  OR/LANE
 QD0988  USGS QUAD   -  LINTON LAKE (1988)
 QD0988
 QD0988                         *CURRENT SURVEY CONTROL
 QD0988  ___________________________________________________________________
 QD0988* NAD 83(1986)-  44 10 46.     (N)    121 54 31.     (W)     SCALED    
 QD0988* NAVD 88     -      1151.591  (meters)    3778.18   (feet)  POSTED    
 QD0988  ___________________________________________________________________
 QD0988  GEOID HEIGHT-         -21.05  (meters)                     GEOID03
 QD0988  DYNAMIC HT  -        1151.140 (meters)    3776.70  (feet)  COMP
 QD0988  MODELED GRAV-     980,190.0   (mgal)                       NAVD 88
 QD0988
 QD0988  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 QD0988
 QD0988.The horizontal coordinates were scaled from a topographic map and have
 QD0988.an estimated accuracy of +/- 6 seconds.
 QD0988
 QD0988.The orthometric height was determined by differential leveling
 QD0988.and adjusted by the  in 1992.
 QD0988.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 QD0988.rate of 1.1 thru 2.0 mm/km.
 QD0988
 QD0988.The geoid height was determined by GEOID03.
 QD0988
 QD0988.The dynamic height is computed by dividing the NAVD 88
 QD0988.geopotential number by the normal gravity value computed on the
 QD0988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0988.degrees latitude (g = 980.6199 gals.).
 QD0988
 QD0988.The modeled gravity was interpolated from observed gravity values.
 QD0988
 QD0988;                    North         East    Units  Estimated Accuracy
 QD0988;SPC OR S     -   280,090.    1,387,360.      MT  (+/- 180 meters Scaled)
 QD0988
 QD0988                          SUPERSEDED SURVEY CONTROL
 QD0988
 QD0988  NGVD 29 (??/??/92) 1150.381  (m)         3774.21   (f) ADJ UNCH    1 2
 QD0988
 QD0988.Superseded values are not recommended for survey control.
 QD0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0988.See file dsdata.txt to determine how the superseded data were derived.
 QD0988
 QD0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP872923(NAD 83)
 QD0988_MARKER: B = BOLT
 QD0988_SETTING: 66 = SET IN ROCK OUTCROP
 QD0988_SP_SET: LAVA ROCK
 QD0988_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QD0988+STABILITY: POSITION/ELEVATION WELL
 QD0988
 QD0988  HISTORY     - Date     Condition        Report By
 QD0988  HISTORY     - UNK      MONUMENTED       USGS
 QD0988  HISTORY     - 1943     GOOD             NGS
 QD0988  HISTORY     - 1981     GOOD             LOCSUR
 QD0988
 QD0988                          STATION DESCRIPTION
 QD0988
 QD0988'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QD0988'10.5 MI W FROM MCKENZIE PASS.
 QD0988'ABOUT 10.5 MILES SOUTHWEST OF MCKENZIE PASS, DESCHUTES COUNTY, SET IN
 QD0988'THE TOP OF A LAVA ROCK, ABOUT 3.0 FEET ABOVE BRIDGE FLOOR, 13.0 FEET
 QD0988'NORTHEAST OF SOUTHEAST CORNER OF BRIDGE, 26.0 FEET EAST OF THE CENTER
 QD0988'LINE OF HIGHWAY, 1.0 FOOT NORTH OF A WHITE REFERENCE POST.  A BOLT.
 QD0988
 QD0988                          STATION RECOVERY (1981)
 QD0988
 QD0988'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 QD0988'ABOUT 10.65 MILES SOUTHWEST OF MC KENZIE PASS ON THE MC KENZIE
 QD0988'HIGHWAY, ABOUT 26 FEET EAST OF THE HIGHWAY, ABOUT 13 FEET NORTHEAST
 QD0988'OF SOUTHEAST CORNER OF WOODEN BRIDGE, AND IN THE TOP OF NATIVE ROCK
 QD0988'ABOUT 3 FEET ABOVE BRIDGE DECK. A COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0404 ***********************************************************************
 QC0404  DESIGNATION -  3776
 QC0404  PID         -  QC0404
 QC0404  STATE/COUNTY-  OR/CROOK
 QC0404  USGS QUAD   -  PAULINA (1992)
 QC0404
 QC0404                         *CURRENT SURVEY CONTROL
 QC0404  ___________________________________________________________________
 QC0404* NAD 83(1986)-  44 08 08.     (N)    119 53 32.     (W)     SCALED    
 QC0404* NAVD 88     -      1151.832  (meters)    3778.97   (feet)  ADJUSTED  
 QC0404  ___________________________________________________________________
 QC0404  GEOID HEIGHT-         -19.14  (meters)                     GEOID03
 QC0404  DYNAMIC HT  -        1151.386 (meters)    3777.51  (feet)  COMP
 QC0404  MODELED GRAV-     980,190.9   (mgal)                       NAVD 88
 QC0404
 QC0404  VERT ORDER  -  FIRST     CLASS II
 QC0404
 QC0404.The horizontal coordinates were scaled from a topographic map and have
 QC0404.an estimated accuracy of +/- 6 seconds.
 QC0404
 QC0404.The orthometric height was determined by differential leveling
 QC0404.and adjusted in June 1991.
 QC0404
 QC0404.The geoid height was determined by GEOID03.
 QC0404
 QC0404.The dynamic height is computed by dividing the NAVD 88
 QC0404.geopotential number by the normal gravity value computed on the
 QC0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0404.degrees latitude (g = 980.6199 gals.).
 QC0404
 QC0404.The modeled gravity was interpolated from observed gravity values.
 QC0404
 QC0404;                    North         East    Units  Estimated Accuracy
 QC0404;SPC OR S     -   274,440.    1,548,640.      MT  (+/- 180 meters Scaled)
 QC0404
 QC0404                          SUPERSEDED SURVEY CONTROL
 QC0404
 QC0404  NGVD 29 (??/??/92) 1150.685  (m)         3775.21   (f) ADJ UNCH    1 2
 QC0404
 QC0404.Superseded values are not recommended for survey control.
 QC0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0404.See file dsdata.txt to determine how the superseded data were derived.
 QC0404
 QC0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKJ686909(NAD 83)
 QC0404_MARKER: P = PIPE CAP
 QC0404_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QC0404_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QC0404_STAMPING: 3775.172
 QC0404_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QC0404
 QC0404  HISTORY     - Date     Condition        Report By
 QC0404  HISTORY     - UNK      MONUMENTED       USGS
 QC0404  HISTORY     - 1936     GOOD             NGS
 QC0404  HISTORY     - 1962     MARK NOT FOUND   NGS
 QC0404
 QC0404                          STATION DESCRIPTION
 QC0404
 QC0404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 QC0404'3.7 MI E FROM PAULINA.
 QC0404'ABOUT 3.7 MILES DUE EAST OF PAULINA, CROOK COUNTY, ALONG THE OLD ROAD
 QC0404'TO SUPLEE FROM PAULINA, 1/2 MILE EAST OF ALKALIE FLATS, ON THE SUMMIT
 QC0404'OF A LOW RIDGE, AT THE NORTH SIDE OF THE ROAD.  NOTE-- AT SOUTHWEST
 QC0404'END OF TRIANGLE FORMED BY THESE ROADS.
 QC0404
 QC0404                          STATION RECOVERY (1962)
 QC0404
 QC0404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 QC0404'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0084 ***********************************************************************
 PA0084  DESIGNATION -  3779
 PA0084  PID         -  PA0084
 PA0084  STATE/COUNTY-  OR/MALHEUR
 PA0084  USGS QUAD   -  PETES MOUNTAIN (1990)
 PA0084
 PA0084                         *CURRENT SURVEY CONTROL
 PA0084  ___________________________________________________________________
 PA0084* NAD 83(1986)-  43 51 18.     (N)    118 14 24.     (W)     SCALED    
 PA0084* NAVD 88     -      1155.322  (meters)    3790.42   (feet)  ADJUSTED  
 PA0084  ___________________________________________________________________
 PA0084  GEOID HEIGHT-         -18.20  (meters)                     GEOID03
 PA0084  DYNAMIC HT  -        1154.828 (meters)    3788.80  (feet)  COMP
 PA0084  MODELED GRAV-     980,151.7   (mgal)                       NAVD 88
 PA0084
 PA0084  VERT ORDER  -  FIRST     CLASS II
 PA0084
 PA0084.The horizontal coordinates were scaled from a topographic map and have
 PA0084.an estimated accuracy of +/- 6 seconds.
 PA0084
 PA0084.The orthometric height was determined by differential leveling
 PA0084.and adjusted in June 1991.
 PA0084
 PA0084.The geoid height was determined by GEOID03.
 PA0084
 PA0084.The dynamic height is computed by dividing the NAVD 88
 PA0084.geopotential number by the normal gravity value computed on the
 PA0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0084.degrees latitude (g = 980.6199 gals.).
 PA0084
 PA0084.The modeled gravity was interpolated from observed gravity values.
 PA0084
 PA0084;                    North         East    Units  Estimated Accuracy
 PA0084;SPC OR S     -   245,540.    1,681,680.      MT  (+/- 180 meters Scaled)
 PA0084
 PA0084                          SUPERSEDED SURVEY CONTROL
 PA0084
 PA0084  NGVD 29 (??/??/92) 1154.193  (m)         3786.71   (f) ADJ UNCH    1 2
 PA0084
 PA0084.Superseded values are not recommended for survey control.
 PA0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0084.See file dsdata.txt to determine how the superseded data were derived.
 PA0084
 PA0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ003565(NAD 83)
 PA0084_MARKER: P = PIPE CAP
 PA0084_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PA0084_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PA0084_STAMPING: 3786.936 H 1903
 PA0084_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PA0084
 PA0084  HISTORY     - Date     Condition        Report By
 PA0084  HISTORY     - 1903     MONUMENTED       USGS
 PA0084  HISTORY     - 1944     GOOD             NGS
 PA0084  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 PA0084
 PA0084                          STATION DESCRIPTION
 PA0084
 PA0084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 PA0084'7.3 MI SW FROM BEULAH.
 PA0084'7.3 MILES SOUTHWEST ALONG THE DREWSEY-BEULAH ROAD FROM THE POST OFFICE
 PA0084'AT BEULAH, SET NEAR THE SOUTHEAST BANK OF A DRY WASH, 314 FEET
 PA0084'SOUTHEAST OF THE CENTER-LINE OF THE ROAD, 28 FEET SOUTHEAST OF THE
 PA0084'SOUTHEAST BANK OF THE DRY WASH, 1.7 FEET NORTHWEST OF REFERENCE POST.
 PA0084'A U. S. G. S. BENCH MARK CAP RIVETED ON TOP A 3 1/2-INCH IRON PIPE AND
 PA0084'PROJECTING ABOUT 1.5 FEET ABOVE THE GROUND.
 PA0084
 PA0084                          STATION RECOVERY (1987)
 PA0084
 PA0084'RECOVERY NOTE BY US POWER SQUADRON 1987 (DMP)
 PA0084'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0085 ***********************************************************************
 QC0085  DESIGNATION -  3779.96
 QC0085  PID         -  QC0085
 QC0085  STATE/COUNTY-  OR/BAKER
 QC0085  USGS QUAD   -  UNITY RESERVOIR (1984)
 QC0085
 QC0085                         *CURRENT SURVEY CONTROL
 QC0085  ___________________________________________________________________
 QC0085* NAD 83(1986)-  44 30 14.     (N)    118 10 48.     (W)     SCALED    
 QC0085* NAVD 88     -      1153.390  (meters)    3784.08   (feet)  ADJUSTED  
 QC0085  ___________________________________________________________________
 QC0085  GEOID HEIGHT-         -17.48  (meters)                     GEOID03
 QC0085  DYNAMIC HT  -        1152.942 (meters)    3782.61  (feet)  COMP
 QC0085  MODELED GRAV-     980,190.1   (mgal)                       NAVD 88
 QC0085
 QC0085  VERT ORDER  -  FIRST     CLASS II
 QC0085
 QC0085.The horizontal coordinates were scaled from a topographic map and have
 QC0085.an estimated accuracy of +/- 6 seconds.
 QC0085
 QC0085.The orthometric height was determined by differential leveling
 QC0085.and adjusted in June 1991.
 QC0085
 QC0085.The geoid height was determined by GEOID03.
 QC0085
 QC0085.The dynamic height is computed by dividing the NAVD 88
 QC0085.geopotential number by the normal gravity value computed on the
 QC0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0085.degrees latitude (g = 980.6199 gals.).
 QC0085
 QC0085.The modeled gravity was interpolated from observed gravity values.
 QC0085
 QC0085;                    North         East    Units  Estimated Accuracy
 QC0085;SPC OR N     -    95,680.    2,684,460.      MT  (+/- 180 meters Scaled)
 QC0085
 QC0085                          SUPERSEDED SURVEY CONTROL
 QC0085
 QC0085  NGVD 29 (??/??/92) 1152.182  (m)         3780.12   (f) ADJ UNCH    1 2
 QC0085
 QC0085.Superseded values are not recommended for survey control.
 QC0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0085.See file dsdata.txt to determine how the superseded data were derived.
 QC0085
 QC0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK061285(NAD 83)
 QC0085_MARKER: DD = SURVEY DISK
 QC0085_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QC0085_SP_SET: WALL
 QC0085_STAMPING: B.M. 377996 1944
 QC0085_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QC0085
 QC0085  HISTORY     - Date     Condition        Report By
 QC0085  HISTORY     - 1944     MONUMENTED       BOR
 QC0085  HISTORY     - 1944     GOOD             NGS
 QC0085  HISTORY     - 1985     MARK NOT FOUND   NGS
 QC0085
 QC0085                          STATION DESCRIPTION
 QC0085
 QC0085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 QC0085'5.3 MI N FROM UNITY.
 QC0085'2.4 MILES NORTHWEST ALONG U. S. HIGHWAY NO. 28 FROM THE SCHOOL AT
 QC0085'UNITY, THENCE 2.9 MILES NORTH ALONG STATE HIGHWAY NO. 7, SET AT THE
 QC0085'UNITY RESERVOIR DAM, ABOUT 200 FEET NORTHEAST OF THE SPILLWAY, SET IN
 QC0085'THE CORNER OF THE NORTHEAST-SOUTHWEST AND THE NORTHWEST-SOUTHEAST
 QC0085'CONCRETE WALLS, ABOUT 80 FEET NORTHEAST OF THE BOTTOM OF THE SPILLWAY,
 QC0085'1.2 FEET WEST OF THE EAST POINT OF THE CORNER.  A BUREAU OF
 QC0085'RECLAMATION DISK.  NOTE-- THE DATE 1944 WAS STAMPED ON DISK BY U.S.C.
 QC0085'AND G.S.
 QC0085
 QC0085                          STATION RECOVERY (1985)
 QC0085
 QC0085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QC0085'EVIDENCE WAS FOUND THAT THIS MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1100 ***********************************************************************
 QD1100  DESIGNATION -  378
 QD1100  PID         -  QD1100
 QD1100  STATE/COUNTY-  OR/LINN
 QD1100  USGS QUAD   -  THREE FINGERED JACK (1988)
 QD1100
 QD1100                         *CURRENT SURVEY CONTROL
 QD1100  ___________________________________________________________________
 QD1100* NAD 83(1986)-  44 25 29.     (N)    121 48 45.     (W)     SCALED    
 QD1100* NAVD 88     -      1379.211  (meters)    4524.96   (feet)  ADJUSTED  
 QD1100  ___________________________________________________________________
 QD1100  GEOID HEIGHT-         -21.15  (meters)                     GEOID03
 QD1100  DYNAMIC HT  -        1378.674 (meters)    4523.20  (feet)  COMP
 QD1100  MODELED GRAV-     980,179.6   (mgal)                       NAVD 88
 QD1100
 QD1100  VERT ORDER  -  FIRST     CLASS II
 QD1100
 QD1100.The horizontal coordinates were scaled from a topographic map and have
 QD1100.an estimated accuracy of +/- 6 seconds.
 QD1100
 QD1100.The orthometric height was determined by differential leveling
 QD1100.and adjusted in June 1991.
 QD1100
 QD1100.The geoid height was determined by GEOID03.
 QD1100
 QD1100.The dynamic height is computed by dividing the NAVD 88
 QD1100.geopotential number by the normal gravity value computed on the
 QD1100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1100.degrees latitude (g = 980.6199 gals.).
 QD1100
 QD1100.The modeled gravity was interpolated from observed gravity values.
 QD1100
 QD1100;                    North         East    Units  Estimated Accuracy
 QD1100;SPC OR N     -    85,090.    2,395,490.      MT  (+/- 180 meters Scaled)
 QD1100
 QD1100                          SUPERSEDED SURVEY CONTROL
 QD1100
 QD1100  NGVD 29 (??/??/92) 1377.986  (m)         4520.94   (f) ADJ UNCH    1 2
 QD1100
 QD1100.Superseded values are not recommended for survey control.
 QD1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1100.See file dsdata.txt to determine how the superseded data were derived.
 QD1100
 QD1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ945197(NAD 83)
 QD1100_MARKER: DD = SURVEY DISK
 QD1100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD1100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QD1100_STAMPING: 23 378 4521 1934
 QD1100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD1100+STABILITY: SURFACE MOTION
 QD1100
 QD1100  HISTORY     - Date     Condition        Report By
 QD1100  HISTORY     - 1934     MONUMENTED       BPR
 QD1100  HISTORY     - 1941     GOOD             NGS
 QD1100
 QD1100                          STATION DESCRIPTION
 QD1100
 QD1100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QD1100'4.65 MI W FROM LAKE CREEK BRIDGE.
 QD1100'4.65 MILES WEST ON SANTIAM HIGHWAY 45 FEET NORTH OF HIGHWAY, AT MIDDLE
 QD1100'OF CURVE, 8 FEET ABOVE GRADE ON STEEP SIDE HILL.  WITNESS POST SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0658 ***********************************************************************
 RB0658  DESIGNATION -  378
 RB0658  PID         -  RB0658
 RB0658  STATE/COUNTY-  OR/UMATILLA
 RB0658  USGS QUAD   -  HAT ROCK (1993)
 RB0658
 RB0658                         *CURRENT SURVEY CONTROL
 RB0658  ___________________________________________________________________
 RB0658* NAD 83(1986)-  45 55 44.     (N)    119 14 35.     (W)     SCALED    
 RB0658* NAVD 88     -       116.801  (meters)     383.20   (feet)  ADJUSTED  
 RB0658  ___________________________________________________________________
 RB0658  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 RB0658  DYNAMIC HT  -         116.800 (meters)     383.20  (feet)  COMP
 RB0658  MODELED GRAV-     980,608.7   (mgal)                       NAVD 88
 RB0658
 RB0658  VERT ORDER  -  FIRST     CLASS II
 RB0658
 RB0658.The horizontal coordinates were scaled from a topographic map and have
 RB0658.an estimated accuracy of +/- 6 seconds.
 RB0658
 RB0658.The orthometric height was determined by differential leveling
 RB0658.and adjusted in June 1991.
 RB0658
 RB0658.The geoid height was determined by GEOID03.
 RB0658
 RB0658.The dynamic height is computed by dividing the NAVD 88
 RB0658.geopotential number by the normal gravity value computed on the
 RB0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0658.degrees latitude (g = 980.6199 gals.).
 RB0658
 RB0658.The modeled gravity was interpolated from observed gravity values.
 RB0658
 RB0658;                    North         East    Units  Estimated Accuracy
 RB0658;SPC OR N     -   252,150.    2,597,490.      MT  (+/- 180 meters Scaled)
 RB0658
 RB0658                          SUPERSEDED SURVEY CONTROL
 RB0658
 RB0658  NGVD 29 (??/??/92)  115.78   (m)          379.9    (f) COMPUTED    1 2
 RB0658
 RB0658.Superseded values are not recommended for survey control.
 RB0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0658.See file dsdata.txt to determine how the superseded data were derived.
 RB0658
 RB0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL260885(NAD 83)
 RB0658_MARKER: P = PIPE CAP
 RB0658_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RB0658_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RB0658_STAMPING: 380.042 A
 RB0658_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RB0658
 RB0658  HISTORY     - Date     Condition        Report By
 RB0658  HISTORY     - UNK      MONUMENTED       USGS
 RB0658  HISTORY     - 1961     MARK NOT FOUND   NGS
 RB0658
 RB0658                          STATION DESCRIPTION
 RB0658
 RB0658'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RB0658'4.9 MI E FROM UMATILLA.
 RB0658'THIS MARK WAS ABOUT 4.9 MILES EAST ALONG THE UNION PACIFIC RAILROAD
 RB0658'FROM THE STATION AT UMATILLA, 15 FEET NORTH OF THE NORTH RAIL.  AT THE
 RB0658'TIME THE MCNARY DAM WAS CONSTRUCTED THE RAILROAD TRACKS WERE REMOVED.
 RB0658'THERE IS NOW A GRAVELED ROAD IN THIS AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0816 ***********************************************************************
 QB0816  DESIGNATION -  3786
 QB0816  PID         -  QB0816
 QB0816  STATE/COUNTY-  OR/MALHEUR
 QB0816  USGS QUAD   -  LITTLE JUNIPER SPRING (1990)
 QB0816
 QB0816                         *CURRENT SURVEY CONTROL
 QB0816  ___________________________________________________________________
 QB0816* NAD 83(1986)-  44 01 14.     (N)    117 55 04.     (W)     SCALED    
 QB0816* NAVD 88     -      1157.604  (meters)    3797.91   (feet)  ADJUSTED  
 QB0816  ___________________________________________________________________
 QB0816  GEOID HEIGHT-         -17.80  (meters)                     GEOID03
 QB0816  DYNAMIC HT  -        1157.116 (meters)    3796.30  (feet)  COMP
 QB0816  MODELED GRAV-     980,157.5   (mgal)                       NAVD 88
 QB0816
 QB0816  VERT ORDER  -  FIRST     CLASS II
 QB0816
 QB0816.The horizontal coordinates were scaled from a topographic map and have
 QB0816.an estimated accuracy of +/- 6 seconds.
 QB0816
 QB0816.The orthometric height was determined by differential leveling
 QB0816.and adjusted in June 1991.
 QB0816
 QB0816.The geoid height was determined by GEOID03.
 QB0816
 QB0816.The dynamic height is computed by dividing the NAVD 88
 QB0816.geopotential number by the normal gravity value computed on the
 QB0816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0816.degrees latitude (g = 980.6199 gals.).
 QB0816
 QB0816.The modeled gravity was interpolated from observed gravity values.
 QB0816
 QB0816;                    North         East    Units  Estimated Accuracy
 QB0816;SPC OR S     -   264,680.    1,707,010.      MT  (+/- 180 meters Scaled)
 QB0816
 QB0816                          SUPERSEDED SURVEY CONTROL
 QB0816
 QB0816  NGVD 29 (??/??/92) 1156.466  (m)         3794.17   (f) ADJ UNCH    1 2
 QB0816
 QB0816.Superseded values are not recommended for survey control.
 QB0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0816.See file dsdata.txt to determine how the superseded data were derived.
 QB0816
 QB0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ264745(NAD 83)
 QB0816_MARKER: P = PIPE CAP
 QB0816_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QB0816_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QB0816_STAMPING: 3794.663 H 1903
 QB0816_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB0816
 QB0816  HISTORY     - Date     Condition        Report By
 QB0816  HISTORY     - 1903     MONUMENTED       USGS
 QB0816  HISTORY     - 1935     GOOD             NGS
 QB0816
 QB0816                          STATION DESCRIPTION
 QB0816
 QB0816'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 QB0816'12.4 MI NW FROM WESTFALL.
 QB0816'12.4 MILES NORTHWEST ALONG THE ABANDONED BEULAH-WESTFALL STAGE ROAD
 QB0816'FROM WESTFALL, MALHEUR COUNTY, 1.5 MILES SOUTHEAST OF THE FRANK HANNAH
 QB0816'RANCH, ABOUT 600 FEET SOUTH AND ACROSS A LOW RIDGE FROM THE ROAD AS
 QB0816'LAST TRAVELED 50 FEET SOUTHWEST OF A DITCH, 4 FEET DEEP, ABOUT 200
 QB0816'FEET SOUTHEAST OF THE FOOT OF A SMALL HILL, 134 FEET NORTHWEST OF AN 8
 QB0816'INCH BUSH JUNIPER, AT THE SOUTHWEST EDGE OF THE OLD ROAD, 10 FEET
 QB0816'SOUTHWEST OF THE OLD ROAD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 QB0816'CAP STAMPED 3794.663 H 1903 AND RIVETED TO A 3 1/2 INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1015 ***********************************************************************
 QD1015  DESIGNATION -  3787
 QD1015  PID         -  QD1015
 QD1015  STATE/COUNTY-  OR/DESCHUTES
 QD1015  USGS QUAD   -  BLACK CRATER (1988)
 QD1015
 QD1015                         *CURRENT SURVEY CONTROL
 QD1015  ___________________________________________________________________
 QD1015* NAD 83(1986)-  44 18 26.     (N)    121 41 30.     (W)     SCALED    
 QD1015* NAVD 88     -      1155.499  (meters)    3791.00   (feet)  POSTED    
 QD1015  ___________________________________________________________________
 QD1015  GEOID HEIGHT-         -21.10  (meters)                     GEOID03
 QD1015  DYNAMIC HT  -        1155.050 (meters)    3789.53  (feet)  COMP
 QD1015  MODELED GRAV-     980,186.6   (mgal)                       NAVD 88
 QD1015
 QD1015  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 QD1015
 QD1015.The horizontal coordinates were scaled from a topographic map and have
 QD1015.an estimated accuracy of +/- 6 seconds.
 QD1015
 QD1015.The orthometric height was determined by differential leveling
 QD1015.and adjusted by the  in 1992.
 QD1015.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 QD1015.rate of 3.1 thru 4.0 mm/km.
 QD1015
 QD1015.The geoid height was determined by GEOID03.
 QD1015
 QD1015.The dynamic height is computed by dividing the NAVD 88
 QD1015.geopotential number by the normal gravity value computed on the
 QD1015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1015.degrees latitude (g = 980.6199 gals.).
 QD1015
 QD1015.The modeled gravity was interpolated from observed gravity values.
 QD1015
 QD1015;                    North         East    Units  Estimated Accuracy
 QD1015;SPC OR S     -   294,020.    1,404,910.      MT  (+/- 180 meters Scaled)
 QD1015
 QD1015                          SUPERSEDED SURVEY CONTROL
 QD1015
 QD1015  NGVD 29 (??/??/92) 1154.293  (m)         3787.04   (f) ADJ UNCH    1 2
 QD1015
 QD1015.Superseded values are not recommended for survey control.
 QD1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1015.See file dsdata.txt to determine how the superseded data were derived.
 QD1015
 QD1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ043068(NAD 83)
 QD1015_MARKER: N = NAIL
 QD1015_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QD1015_SP_SET: TREE BASE
 QD1015_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD1015
 QD1015  HISTORY     - Date     Condition        Report By
 QD1015  HISTORY     - UNK      MONUMENTED       BPR
 QD1015  HISTORY     - 1943     GOOD             NGS
 QD1015
 QD1015                          STATION DESCRIPTION
 QD1015
 QD1015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QD1015'7.4 MI W FROM SISTERS.
 QD1015'ABOUT 7.4 MILES WEST ALONG U.S. HIGHWAY 28 FROM THE POST OFFICE AT
 QD1015'SISTERS, DESCHUTES COUNTY, 313 FEET EAST OF THE CENTER LINE OF A
 QD1015'NORTH-SOUTH CROSS ROAD, 257.0 FEET WEST OF BENCH MARK C 6, 19.8 FEET
 QD1015'NORTH OF THE CENTER LINE OF THE HIGHWAY, IN THE BASE OF THE SOUTH SIDE
 QD1015'OF A 24-INCH PINE, 2.7 FEET SOUTHWEST OF A WHITE REFERENCE POST, A
 QD1015'NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1423 ***********************************************************************
 RC1423  DESIGNATION -  3799.12
 RC1423  PID         -  RC1423
 RC1423  STATE/COUNTY-  OR/CLACKAMAS
 RC1423  USGS QUAD   -  MOUNT HOOD SOUTH (1980)
 RC1423
 RC1423                         *CURRENT SURVEY CONTROL
 RC1423  ___________________________________________________________________
 RC1423* NAD 83(1986)-  45 16 42.     (N)    121 42 13.     (W)     SCALED    
 RC1423* NAVD 88     -      1158.903  (meters)    3802.17   (feet)  ADJUSTED  
 RC1423  ___________________________________________________________________
 RC1423  GEOID HEIGHT-         -20.77  (meters)                     GEOID03
 RC1423  DYNAMIC HT  -        1158.601 (meters)    3801.18  (feet)  COMP
 RC1423  MODELED GRAV-     980,315.0   (mgal)                       NAVD 88
 RC1423
 RC1423  VERT ORDER  -  SECOND    CLASS 0
 RC1423
 RC1423.The horizontal coordinates were scaled from a topographic map and have
 RC1423.an estimated accuracy of +/- 6 seconds.
 RC1423
 RC1423.The orthometric height was determined by differential leveling
 RC1423.and adjusted in June 1991.
 RC1423
 RC1423.The geoid height was determined by GEOID03.
 RC1423
 RC1423.The dynamic height is computed by dividing the NAVD 88
 RC1423.geopotential number by the normal gravity value computed on the
 RC1423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1423.degrees latitude (g = 980.6199 gals.).
 RC1423
 RC1423.The modeled gravity was interpolated from observed gravity values.
 RC1423
 RC1423;                    North         East    Units  Estimated Accuracy
 RC1423;SPC OR N     -   179,790.    2,405,570.      MT  (+/- 180 meters Scaled)
 RC1423
 RC1423                          SUPERSEDED SURVEY CONTROL
 RC1423
 RC1423  NGVD 29 (??/??/92) 1157.762  (m)         3798.42   (f) ADJ UNCH    2 0
 RC1423
 RC1423.Superseded values are not recommended for survey control.
 RC1423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1423.See file dsdata.txt to determine how the superseded data were derived.
 RC1423
 RC1423_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR016146(NAD 83)
 RC1423_MARKER: Q = CHISELED SQUARE
 RC1423_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RC1423_SP_SET: CULVERT
 RC1423_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC1423
 RC1423  HISTORY     - Date     Condition        Report By
 RC1423  HISTORY     - UNK      MONUMENTED       ORDT
 RC1423  HISTORY     - 1961     GOOD             NGS
 RC1423
 RC1423                          STATION DESCRIPTION
 RC1423
 RC1423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RC1423'3.8 MI E FROM GOVERNMENT CAMP.
 RC1423'FORMERLY REACHED FROM THE PASS AT GOVERNMENT CAMP BY GOING SOUTHEAST
 RC1423'ALONG U.S. HIGHWAY 26 FOR 2.5 MILES TO THE INTERSECTION WITH STATE
 RC1423'HIGHWAY 35, PROCEEDING LEFT ON STATE HIGHWAY 35 FOR 1.3 MILES TO A
 RC1423'CULVERT.  ON TOP OF THE EAST MASONRY HEADWALL, AND 12 FEET EAST OF THE
 RC1423'CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0107 ***********************************************************************
 PB0107  DESIGNATION -  38
 PB0107  PID         -  PB0107
 PB0107  STATE/COUNTY-  OR/DESCHUTES
 PB0107  USGS QUAD   -  IMPERIAL VALLEY NORT (1983)
 PB0107
 PB0107                         *CURRENT SURVEY CONTROL
 PB0107  ___________________________________________________________________
 PB0107* NAD 83(1986)-  43 47 02.     (N)    120 29 49.     (W)     SCALED    
 PB0107* NAVD 88     -      1433.003  (meters)    4701.44   (feet)  ADJUSTED  
 PB0107  ___________________________________________________________________
 PB0107  GEOID HEIGHT-         -19.81  (meters)                     GEOID03
 PB0107  DYNAMIC HT  -        1432.313 (meters)    4699.18  (feet)  COMP
 PB0107  MODELED GRAV-     980,086.8   (mgal)                       NAVD 88
 PB0107
 PB0107  VERT ORDER  -  FIRST     CLASS II
 PB0107
 PB0107.The horizontal coordinates were scaled from a topographic map and have
 PB0107.an estimated accuracy of +/- 6 seconds.
 PB0107
 PB0107.The orthometric height was determined by differential leveling
 PB0107.and adjusted in June 1991.
 PB0107
 PB0107.The geoid height was determined by GEOID03.
 PB0107
 PB0107.The dynamic height is computed by dividing the NAVD 88
 PB0107.geopotential number by the normal gravity value computed on the
 PB0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0107.degrees latitude (g = 980.6199 gals.).
 PB0107
 PB0107.The modeled gravity was interpolated from observed gravity values.
 PB0107
 PB0107;                    North         East    Units  Estimated Accuracy
 PB0107;SPC OR S     -   235,190.    1,500,250.      MT  (+/- 180 meters Scaled)
 PB0107
 PB0107                          SUPERSEDED SURVEY CONTROL
 PB0107
 PB0107  NGVD 29 (??/??/92) 1431.788  (m)         4697.46   (f) ADJ UNCH    1 2
 PB0107
 PB0107.Superseded values are not recommended for survey control.
 PB0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0107.See file dsdata.txt to determine how the superseded data were derived.
 PB0107
 PB0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGP014509(NAD 83)
 PB0107_MARKER: DD = SURVEY DISK
 PB0107_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 PB0107_SP_SET: UNSP. ROCK
 PB0107_STAMPING: 4698 38 1937
 PB0107_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PB0107
 PB0107  HISTORY     - Date     Condition        Report By
 PB0107  HISTORY     - 1937     MONUMENTED       ORDT
 PB0107  HISTORY     - 1943     GOOD             NGS
 PB0107
 PB0107                          STATION DESCRIPTION
 PB0107
 PB0107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PB0107'5.7 MI SE FROM BROTHERS.
 PB0107'ABOUT 5.7 MILES SOUTHEAST ALONG THE CENTRAL OREGON HIGHWAY (U.S. 20)
 PB0107'FROM THE STORE AND SERVICE STATION AT BROTHERS, DESCHUTES COUNTY,
 PB0107'ABOUT 0.1 MILE EAST OF THE SUMMIT OF A HILL, AT THE BEGINNING OF THE
 PB0107'DESCENT INTO HAMPTON VALLEY, 77 FEET SOUTH OF THE CENTER LINE OF THE
 PB0107'HIGHWAY, 20 FEET NORTHEAST OF THE EAST END OF A SNOW FENCE, IN THE TOP
 PB0107'OF A ROCK, AND 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST. AN
 PB0107'OREGON STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED 4698 38 1937.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3272 ***********************************************************************
 RD3272  DESIGNATION -  38
 RD3272  PID         -  RD3272
 RD3272  STATE/COUNTY-  OR/MULTNOMAH
 RD3272  USGS QUAD   -  PORTLAND (1990)
 RD3272
 RD3272                         *CURRENT SURVEY CONTROL
 RD3272  ___________________________________________________________________
 RD3272* NAD 83(1991)-  45 34 20.38110(N)    122 44 47.23133(W)     ADJUSTED  
 RD3272* NAVD 88     -        12.     (meters)      39.     (feet)  SCALED    
 RD3272  ___________________________________________________________________
 RD3272  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 RD3272  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 RD3272  HORZ ORDER  -  THIRD
 RD3272
 RD3272.The horizontal coordinates were established by classical geodetic methods
 RD3272.and adjusted by the National Geodetic Survey in October 1991.
 RD3272
 RD3272.The orthometric height was scaled from a topographic map.
 RD3272
 RD3272.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3272
 RD3272.The geoid height was determined by GEOID03.
 RD3272
 RD3272;                    North         East     Units Scale Factor Converg.
 RD3272;SPC OR N     -   214,199.917 2,324,683.247   MT  0.99991937   -1 35 35.4
 RD3272;SPC OR N     -   702,755.63  7,626,913.54   iFT  0.99991937   -1 35 35.4
 RD3272;SPC WA S     -    29,061.996   324,658.059   MT  1.00006936   -1 37 54.5
 RD3272;SPC WA S     -    95,347.57  1,065,148.98   sFT  1.00006936   -1 37 54.5
 RD3272;UTM  10      - 5,046,563.255   519,783.425   MT  0.99960481   +0 10 51.8
 RD3272
 RD3272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3272!SPC OR N     -   1.00000169  x   0.99991937  =   0.99992106
 RD3272!SPC WA S     -   1.00000169  x   1.00006936  =   1.00007105
 RD3272!UTM  10      -   1.00000169  x   0.99960481  =   0.99960650
 RD3272
 RD3272:                Primary Azimuth Mark                     Grid Az
 RD3272:SPC OR N     -  36                                       313 59 47.0
 RD3272:SPC WA S     -  36                                       314 02 06.1
 RD3272:UTM  10      -  36                                       312 13 19.8
 RD3272
 RD3272|---------------------------------------------------------------------|
 RD3272| PID    Reference Object                     Distance      Geod. Az  |
 RD3272|                                                           dddmmss.s |
 RD3272| RD3705 36                                  APPROX. 1.1 KM 3122411.6 |
 RD3272|---------------------------------------------------------------------|
 RD3272
 RD3272                          SUPERSEDED SURVEY CONTROL
 RD3272
 RD3272  NAD 83(1986)-  45 34 20.40046(N)    122 44 47.23459(W) AD(       ) 3
 RD3272  NAD 27      -  45 34 20.97800(N)    122 44 42.87700(W) AD(       ) 3
 RD3272
 RD3272.Superseded values are not recommended for survey control.
 RD3272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3272.See file dsdata.txt to determine how the superseded data were derived.
 RD3272
 RD3272_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1978346563(NAD 83)
 RD3272
 RD3272  HISTORY     - Date     Condition        Report By
 RD3272  HISTORY     - 1899     MONUMENTED       USE
 RD3272  HISTORY     - 1959     SEE DESCRIPTION  CGS
 RD3272
 RD3272                          STATION DESCRIPTION
 RD3272
 RD3272'DESCRIBED BY US ENGINEERS 1899
 RD3272'THE STATION IS MARKED BY A PIPE.
 RD3272
 RD3272                          STATION RECOVERY (1959)
 RD3272
 RD3272'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (ANS)
 RD3272'THE PLOTTED POSITION OF THE STATION FALLS IN THE STORAGE
 RD3272'YARD OF THE PENNSALT CHEMICAL CORPORATION, PENNSALT OF
 RD3272'WASHINGTON DIVISION, AT 6400 NORTHWEST FRONT STREET.  THE
 RD3272'AREA HAS BEEN EXTENSIVELY GRADED AND IT IS BELIEVED THAT
 RD3272'THE STATION HAS BEEN LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0563 ***********************************************************************
 PC0563  DESIGNATION -  38 12
 PC0563  PID         -  PC0563
 PC0563  STATE/COUNTY-  OR/DOUGLAS
 PC0563  USGS QUAD   -  DEER HEAD POINT (1985)
 PC0563
 PC0563                         *CURRENT SURVEY CONTROL
 PC0563  ___________________________________________________________________
 PC0563* NAD 83(1986)-  43 40 45.     (N)    123 56 18.     (W)     SCALED    
 PC0563* NAVD 88     -         3.724  (meters)      12.22   (feet)  ADJUSTED  
 PC0563  ___________________________________________________________________
 PC0563  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 PC0563  DYNAMIC HT  -           3.724 (meters)      12.22  (feet)  COMP
 PC0563  MODELED GRAV-     980,509.7   (mgal)                       NAVD 88
 PC0563
 PC0563  VERT ORDER  -  FIRST     CLASS II
 PC0563
 PC0563.The horizontal coordinates were scaled from a topographic map and have
 PC0563.an estimated accuracy of +/- 6 seconds.
 PC0563
 PC0563.The orthometric height was determined by differential leveling
 PC0563.and adjusted in June 1991.
 PC0563
 PC0563.The geoid height was determined by GEOID03.
 PC0563
 PC0563.The dynamic height is computed by dividing the NAVD 88
 PC0563.geopotential number by the normal gravity value computed on the
 PC0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0563.degrees latitude (g = 980.6199 gals.).
 PC0563
 PC0563.The modeled gravity was interpolated from observed gravity values.
 PC0563
 PC0563;                    North         East    Units  Estimated Accuracy
 PC0563;SPC OR S     -   229,250.    1,222,840.      MT  (+/- 180 meters Scaled)
 PC0563
 PC0563                          SUPERSEDED SURVEY CONTROL
 PC0563
 PC0563  NGVD 29 (??/??/92)    2.634  (m)            8.64   (f) ADJ UNCH    1 2
 PC0563
 PC0563.Superseded values are not recommended for survey control.
 PC0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0563.See file dsdata.txt to determine how the superseded data were derived.
 PC0563
 PC0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP243366(NAD 83)
 PC0563_MARKER: DD = SURVEY DISK
 PC0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0563_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PC0563_STAMPING: 38 12
 PC0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0563+STABILITY: SURFACE MOTION
 PC0563
 PC0563  HISTORY     - Date     Condition        Report By
 PC0563  HISTORY     - UNK      MONUMENTED       ORDT
 PC0563  HISTORY     - 1941     GOOD             NGS
 PC0563
 PC0563                          STATION DESCRIPTION
 PC0563
 PC0563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 PC0563'8.75 MI E FROM REEDSPORT.
 PC0563'ABOUT 8.75 MILES EAST ALONG OREGON STATE HIGHWAY NO. 38 FROM THE
 PC0563'REEDSPORT GARAGE IN REEDSPORT, DOUGLAS COUNTY, OREGON-- ABOUT 220 FEET
 PC0563'EAST OF T-287 (OSHD).  ABOUT 66 FEET NORTH OF THE CENTERLINE OF
 PC0563'HIGHWAY-- AND ABOUT 7 FEET BELOW HIGHWAY LEVEL-- ABOUT 12 FEET
 PC0563'SOUTH-WEST OF THE STOCK PILE DRIVEWAY TURN-- TOP OF MARK IS ABOUT 3
 PC0563'IN. BELOW THE TOP OF GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3275 ***********************************************************************
 RD3275  DESIGNATION -  38 2
 RD3275  PID         -  RD3275
 RD3275  STATE/COUNTY-  OR/MULTNOMAH
 RD3275  USGS QUAD   -  PORTLAND (1990)
 RD3275
 RD3275                         *CURRENT SURVEY CONTROL
 RD3275  ___________________________________________________________________
 RD3275* NAD 83(1991)-  45 34 28.50446(N)    122 44 57.01313(W)     ADJUSTED  
 RD3275* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 RD3275  ___________________________________________________________________
 RD3275  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 RD3275  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 RD3275  HORZ ORDER  -  SECOND
 RD3275
 RD3275.The horizontal coordinates were established by classical geodetic methods
 RD3275.and adjusted by the National Geodetic Survey in October 1991.
 RD3275
 RD3275.The orthometric height was scaled from a topographic map.
 RD3275
 RD3275.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3275
 RD3275.The geoid height was determined by GEOID03.
 RD3275
 RD3275;                    North         East     Units Scale Factor Converg.
 RD3275;SPC OR N     -   214,456.493 2,324,478.230   MT  0.99991965   -1 35 42.3
 RD3275;SPC OR N     -   703,597.42  7,626,240.91   iFT  0.99991965   -1 35 42.3
 RD3275;UTM  10      - 5,046,813.281   519,570.630   MT  0.99960471   +0 10 44.9
 RD3275
 RD3275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3275!SPC OR N     -   1.00000248  x   0.99991965  =   0.99992213
 RD3275!UTM  10      -   1.00000248  x   0.99960471  =   0.99960719
 RD3275
 RD3275:                Primary Azimuth Mark                     Grid Az
 RD3275:SPC OR N     -  36                                       310 49 50.0
 RD3275:UTM  10      -  36                                       309 03 22.8
 RD3275
 RD3275|---------------------------------------------------------------------|
 RD3275| PID    Reference Object                     Distance      Geod. Az  |
 RD3275|                                                           dddmmss.s |
 RD3275| RD3705 36                                  APPROX. 0.8 KM 3091407.7 |
 RD3275|---------------------------------------------------------------------|
 RD3275
 RD3275                          SUPERSEDED SURVEY CONTROL
 RD3275
 RD3275  NAD 83(1986)-  45 34 28.52384(N)    122 44 57.01629(W) AD(       ) 2
 RD3275  NAD 27      -  45 34 29.10100(N)    122 44 52.65840(W) AD(       ) 2
 RD3275
 RD3275.Superseded values are not recommended for survey control.
 RD3275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3275.See file dsdata.txt to determine how the superseded data were derived.
 RD3275
 RD3275_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1957146813(NAD 83)
 RD3275_MARKER: DD = SURVEY DISK
 RD3275_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RD3275_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 RD3275_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD3275
 RD3275  HISTORY     - Date     Condition        Report By
 RD3275  HISTORY     - 1938     MONUMENTED       USE
 RD3275  HISTORY     - 1938     GOOD             USE
 RD3275  HISTORY     - 1952     GOOD             CGS
 RD3275  HISTORY     - 1963     GOOD             CGS
 RD3275
 RD3275                          STATION DESCRIPTION
 RD3275
 RD3275'DESCRIBED BY US ENGINEERS 1938 (WMS)
 RD3275'STATION IS ON THE W BANK OF THE WILLAMETTE RIVER, ABOUT 50 METERS
 RD3275'S OF THE SPOKANE, PORTLAND AND SEATTLE RAILWAY BRIDGE, AND ABOUT
 RD3275'22 METERS INSIDE THE TOP OF THE BANK.
 RD3275'
 RD3275'STATION IS MARKED BY A STANDARD U.S.E. CONCRETE MONUMENT WITH
 RD3275'C. AND G.S. DISK CEMENTED IN THE PIPE IN THE CENTER OF THE
 RD3275'MONUMENT, DISK SET FLUSH ON CONCRETE MONUMENT.  STATION IS ABOUT
 RD3275'FLUSH WITH THE SURFACE OF THE GROUND.  NO REFERENCE MARKS WERE
 RD3275'PLACED.
 RD3275
 RD3275                          STATION RECOVERY (1952)
 RD3275
 RD3275'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ANS)
 RD3275'THE STATION WAS RECOVERED AND THE MARK WAS FOUND IN GOOD
 RD3275'CONDITION.  IN THE FUTURE THE STATION MIGHT BE COVERED BY
 RD3275'BRIARS.
 RD3275'
 RD3275'THE STATION IS ON THE SOUTHWEST BANK OF THE WILLAMETTE RIVER
 RD3275'IN PORTLAND, 60 METERS SOUTH OF WHERE A TRACK ROAD PASSES UNDER
 RD3275'THE CENTER LINE OF THE SOUTHWEST END OF THE S.P. AND S. RAILROAD
 RD3275'BRIDGE, 33 METERS SOUTHEAST OF THE BASE OF THE RAILROAD FILL, 19
 RD3275'METERS SOUTHWEST OF THE EDGE OF THE RIVER BANK, AND 11.9 METERS
 RD3275'SOUTHWEST OF THE CENTER OF THE TRACK ROAD.
 RD3275'
 RD3275'THE STATION MARK IS A STANDARD USC AND GS DISK, STAMPED
 RD3275'USE 382 1903, SET IN PIPE AND SET FLUSH IN THE CENTER OF A
 RD3275'9-INCH SQUARE CONCRETE BLOCK THAT IS FLUSH WITH THE SURFACE OF
 RD3275'THE GROUND.  USE 382 1903 IS ALSO INSCRIBED IN THE CONCRETE
 RD3275'BLOCK.  THE MARK IS 15 INCHES EAST OF A 4-INCH SQUARE WITNESS
 RD3275'POST PROJECTING 30 INCHES.
 RD3275'
 RD3275'TO REACH THE STATION FROM THE END OF TRUCK TRAVEL AT THE
 RD3275'EXTREME NORTHWEST END OF NORTHWEST FRONT STREET GO NORTHEAST
 RD3275'ALONG THE NORTHWEST SIDE OF A WOVEN WIRE FENCE FOR 0.2 MILE
 RD3275'TO THE BANK OF THE RIVER.  THENCE CONTINUE NORTHWEST ALONG
 RD3275'THE TRACK ROAD TO THE RAILROAD BRIDGE AND THE STATION ON THE
 RD3275'LEFT.
 RD3275
 RD3275                          STATION RECOVERY (1963)
 RD3275
 RD3275'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FN)
 RD3275'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  A NEW
 RD3275'DESCRIPTION FOLLOWS--
 RD3275'
 RD3275'THE STATION IS LOCATED ON THE WEST SIDE OF THE WILLAMETTE
 RD3275'RIVER, SOUTH OF THE SP AND S RAILROAD BRIDGE IN THE WILLBRIDGE
 RD3275'DISTRICT OF PORTLAND.
 RD3275'
 RD3275'TO REACH THE STATION FROM THE INTERSECTION OF N.W. BALBOA
 RD3275'AVENUE AND N.W. ST. HELENS ROAD (U.S. 30), GO EAST ON N.W. BALBOA
 RD3275'AVENUE FOR 0.1 MILE TO THE END OF THE STREET.  TURN LEFT AND GO
 RD3275'NORTH ON N.W. CULEBRA AVENUE FOR 0.15 MILE TO N.W. 61ST
 RD3275'AVENUE.  TURN RIGHT (EAST) ONTO N.W. 61ST AVENUE AND GO 0.15
 RD3275'MILE TO N.W. FRONT AVENUE.  TURN LEFT (NORTH) ONTO N.S. FRONT
 RD3275'AVENUE AND GO 0.3 MILE TO A GATE WITH A SIGN READING NOTICE NO
 RD3275'DUMPING ELECTRIC STEEL FOUNDRY AT THE END OF THE STREET.  PASS
 RD3275'THROUGH THE GATE AND CONTINUE ON A DIRT ROAD FOR 0.05 MILE.
 RD3275'TURN RIGHT (EAST AROUND THE NORTHWEST CORNER OF A CYCLONE FENCE
 RD3275'AND GO 0.05 MILE TO A Y-INTERSECTION.  TAKE THE LEFT FORK AND GO
 RD3275'0.05 MILE NORTHEASTERLY UNTIL THE DIRT ROAD BENDS TO THE
 RD3275'RIGHT AROUND A CLUMP OF TREES ON THE RIGHT.  AT THIS POINT
 RD3275'THERE IS A FAINT TRACK ROAD LEADING THROUGH AN OVERGROWN
 RD3275'GRASSY FIELD.  TAKE THIS TRACK ROAD, GOING NORTHEAST AND
 RD3275'SWINGING AROUND TO THE LEFT AND GOING NORTH AS IT NEARS THE
 RD3275'DIKE, FOR 0.2 MILE TO THE STATION ON THE LEFT.
 RD3275'
 RD3275'THE STATION MARK IS A STANDARD C AND GS DISK STAMPED USE 382
 RD3275'1903 AND SET IN THE TOP OF A 9-INCH SQUARE CONCRETE MONUMENT WHICH
 RD3275'IS FLUSH WITH THE GROUND AND INSCRIBED 382 USE 1903.  IT IS 31
 RD3275'FEET WEST OF THE WEST EDGE OF THE DIKE.  4 FEET EAST OF A
 RD3275'BUSH.  3.0 FEET NORTH OF THE SOUTHWESTERLY 4 X 4 WHITE WITNESS
 RD3275'POST.  2.8 FEET WEST OF THE NORTHEASTERLY WHITE WITNESS
 RD3275'POST.  AND 110 FEET SOUTH OF A POWER POLE THAT IS ON LINE WITH
 RD3275'THE STATION AND A RAILROAD SIGNAL AT THE WEST END OF THE SP
 RD3275'AND S BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0642 ***********************************************************************
 NW0642  DESIGNATION -  38 BKC
 NW0642  PID         -  NW0642
 NW0642  STATE/COUNTY-  OR/MALHEUR
 NW0642  USGS QUAD   -  BOWDEN RANCH (1979)
 NW0642
 NW0642                         *CURRENT SURVEY CONTROL
 NW0642  ___________________________________________________________________
 NW0642* NAD 83(1986)-  42 30 47.     (N)    117 38 27.     (W)     SCALED    
 NW0642* NAVD 88     -      1246.568  (meters)    4089.78   (feet)  ADJUSTED  
 NW0642  ___________________________________________________________________
 NW0642  GEOID HEIGHT-         -18.13  (meters)                     GEOID03
 NW0642  DYNAMIC HT  -        1245.848 (meters)    4087.42  (feet)  COMP
 NW0642  MODELED GRAV-     980,000.5   (mgal)                       NAVD 88
 NW0642
 NW0642  VERT ORDER  -  SECOND    CLASS 0
 NW0642
 NW0642.The horizontal coordinates were scaled from a topographic map and have
 NW0642.an estimated accuracy of +/- 6 seconds.
 NW0642
 NW0642.The orthometric height was determined by differential leveling
 NW0642.and adjusted in August 1995.
 NW0642
 NW0642.The geoid height was determined by GEOID03.
 NW0642
 NW0642.The dynamic height is computed by dividing the NAVD 88
 NW0642.geopotential number by the normal gravity value computed on the
 NW0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0642.degrees latitude (g = 980.6199 gals.).
 NW0642
 NW0642.The modeled gravity was interpolated from observed gravity values.
 NW0642
 NW0642;                    North         East    Units  Estimated Accuracy
 NW0642;SPC OR S     -    98,030.    1,734,920.      MT  (+/- 180 meters Scaled)
 NW0642
 NW0642                          SUPERSEDED SURVEY CONTROL
 NW0642
 NW0642.No superseded survey control is available for this station.
 NW0642
 NW0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH473069(NAD 83)
 NW0642_MARKER: DB = BENCH MARK DISK
 NW0642_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0642_SP_SET: COPPER-CLAD STEEL ROD
 NW0642_STAMPING: 38 BKC 1973 4086
 NW0642_MARK LOGO: USGS  
 NW0642_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0642_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0642_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0642+SATELLITE: SATELLITE OBSERVATIONS - 1973
 NW0642
 NW0642  HISTORY     - Date     Condition        Report By
 NW0642  HISTORY     - 1973     MONUMENTED       USGS
 NW0642
 NW0642                          STATION DESCRIPTION
 NW0642
 NW0642'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 NW0642'FROM BURNS JUNCTION, OREGON PROCEED 12.6 MILES SOUTH ALONG U S
 NW0642'HIGHWAY 95, THENCE 10.5 MILES EAST AND 3.3 MILES SOUTH ALONG A GRAVEL
 NW0642'ROAD, THENCE 2.8 MILES EASTERLY ALONG A TRACK ROAD, AT A CATTLEGUARD
 NW0642'AND FENCE CROSSING, 30 FEET NORTH OF THE CATTLEGUARD IN LINE WITH THE
 NW0642'FENCE, SET ON A 5/8-INCH COPPER-COATED ROD DRIVEN TO REFUSAL (ROD
 NW0642'DEPTH UNKNOWN) WITH THE TOP ENCASED IN 6-INCH DRAINPIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0309 ***********************************************************************
 NX0309  DESIGNATION -  38 FMK
 NX0309  PID         -  NX0309
 NX0309  STATE/COUNTY-  OR/HARNEY
 NX0309  USGS QUAD   -  KEG SPRS VALLEY EAST (1971)
 NX0309
 NX0309                         *CURRENT SURVEY CONTROL
 NX0309  ___________________________________________________________________
 NX0309* NAD 83(1986)-  42 57 49.     (N)    119 01 52.     (W)     SCALED    
 NX0309* NAVD 88     -      1495.430  (meters)    4906.26   (feet)  ADJUSTED  
 NX0309  ___________________________________________________________________
 NX0309  GEOID HEIGHT-         -19.17  (meters)                     GEOID03
 NX0309  DYNAMIC HT  -        1494.557 (meters)    4903.39  (feet)  COMP
 NX0309  MODELED GRAV-     979,983.8   (mgal)                       NAVD 88
 NX0309
 NX0309  VERT ORDER  -  SECOND    CLASS 0
 NX0309
 NX0309.The horizontal coordinates were scaled from a topographic map and have
 NX0309.an estimated accuracy of +/- 6 seconds.
 NX0309
 NX0309.The orthometric height was determined by differential leveling
 NX0309.and adjusted in August 1995.
 NX0309
 NX0309.The geoid height was determined by GEOID03.
 NX0309
 NX0309.The dynamic height is computed by dividing the NAVD 88
 NX0309.geopotential number by the normal gravity value computed on the
 NX0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0309.degrees latitude (g = 980.6199 gals.).
 NX0309
 NX0309.The modeled gravity was interpolated from observed gravity values.
 NX0309
 NX0309;                    North         East    Units  Estimated Accuracy
 NX0309;SPC OR S     -   145,120.    1,619,830.      MT  (+/- 180 meters Scaled)
 NX0309
 NX0309                          SUPERSEDED SURVEY CONTROL
 NX0309
 NX0309.No superseded survey control is available for this station.
 NX0309
 NX0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH343587(NAD 83)
 NX0309_MARKER: DB = BENCH MARK DISK
 NX0309_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NX0309_SP_SET: COPPER-CLAD STEEL ROD
 NX0309_STAMPING: 38 FMK 1970 4902
 NX0309_MARK LOGO: USGS  
 NX0309_PROJECTION: FLUSH
 NX0309_MAGNETIC: I = MARKER IS A STEEL ROD
 NX0309_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NX0309_ROD/PIPE-DEPTH: 1.52 meters
 NX0309
 NX0309  HISTORY     - Date     Condition        Report By
 NX0309  HISTORY     - 1970     MONUMENTED       USGS
 NX0309
 NX0309                          STATION DESCRIPTION
 NX0309
 NX0309'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NX0309'FROM THE BRIDGE OVER THE NARROWS, PROCEED 12.2 MILES SOUTH ALONG
 NX0309'STATE HIGHWAY 205, THENCE 18.1 MILES SOUTHWEST ALONG THE ROAD TO
 NX0309'FOSTER LAKE AND PLUSH, 37 FEET SOUTHWEST OF THE CENTERLINE OF THE
 NX0309'ROAD, WITNESS POST SET AT BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0354 ***********************************************************************
 NX0354  DESIGNATION -  38 LRC
 NX0354  PID         -  NX0354
 NX0354  STATE/COUNTY-  OR/HARNEY
 NX0354  USGS QUAD   -  CORPORATION RIM (1980)
 NX0354
 NX0354                         *CURRENT SURVEY CONTROL
 NX0354  ___________________________________________________________________
 NX0354* NAD 83(1986)-  42 48 35.     (N)    119 40 44.     (W)     SCALED    
 NX0354* NAVD 88     -      1368.797  (meters)    4490.79   (feet)  ADJUSTED  
 NX0354  ___________________________________________________________________
 NX0354  GEOID HEIGHT-         -19.92  (meters)                     GEOID03
 NX0354  DYNAMIC HT  -        1367.999 (meters)    4488.18  (feet)  COMP
 NX0354  MODELED GRAV-     979,989.9   (mgal)                       NAVD 88
 NX0354
 NX0354  VERT ORDER  -  SECOND    CLASS 0
 NX0354
 NX0354.The horizontal coordinates were scaled from a topographic map and have
 NX0354.an estimated accuracy of +/- 6 seconds.
 NX0354
 NX0354.The orthometric height was determined by differential leveling
 NX0354.and adjusted in August 1995.
 NX0354
 NX0354.The geoid height was determined by GEOID03.
 NX0354
 NX0354.The dynamic height is computed by dividing the NAVD 88
 NX0354.geopotential number by the normal gravity value computed on the
 NX0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0354.degrees latitude (g = 980.6199 gals.).
 NX0354
 NX0354.The modeled gravity was interpolated from observed gravity values.
 NX0354
 NX0354;                    North         East    Units  Estimated Accuracy
 NX0354;SPC OR S     -   127,300.    1,567,150.      MT  (+/- 180 meters Scaled)
 NX0354
 NX0354                          SUPERSEDED SURVEY CONTROL
 NX0354
 NX0354.No superseded survey control is available for this station.
 NX0354
 NX0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKH809431(NAD 83)
 NX0354_MARKER: DB = BENCH MARK DISK
 NX0354_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NX0354+WITH SETTING: INFORMATION.
 NX0354_SP_SET: METAL ROD DRIVEN INTO GROUND
 NX0354_STAMPING: 38 LRC 1970 4487
 NX0354_MARK LOGO: USGS  
 NX0354_MAGNETIC: I = MARKER IS A STEEL ROD
 NX0354_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NX0354
 NX0354  HISTORY     - Date     Condition        Report By
 NX0354  HISTORY     - 1970     MONUMENTED       USGS
 NX0354
 NX0354                          STATION DESCRIPTION
 NX0354
 NX0354'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NX0354'FROM WAGONTIRE, OREGON, PROCEED 4.5 MILES SOUTHWEST ALONG U S HIGHWAY
 NX0354'395 TO DRY VALLEY ROAD, THENCE 29.7 MILES SOUTH ALONG DRY VALLEY ROAD
 NX0354'TO A ROAD FORK, THENCE 4.8 MILES SOUTH ALONG WARNER VALLEY ROAD TO
 NX0354'THE NORTHWEST EDGE OF WARNER VALLEY, AT A PROMINENT CROSSROADS, ABOUT
 NX0354'30 MILES NORTHEAST OF PLUSH, 69 FEET SOUTH-SOUTHEAST OF THE
 NX0354'CENTERLINE OF A T-ROAD NORTH TO BACON CAMP WITH PLUSH (WEST) AND
 NX0354'FOSTER LAKE ROAD (EAST), 25 FEET SOUTHEAST OF THE CENTERLINE OF BLUE
 NX0354'JOINT LAKE ROAD, 3 FEET NORTHWEST OF A WITNESS POST.  THE ROD DEPTH
 NX0354'IS UNKNOWN AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0107 ***********************************************************************
 NZ0107  DESIGNATION -  3810
 NZ0107  PID         -  NZ0107
 NZ0107  STATE/COUNTY-  OR/KLAMATH
 NZ0107  USGS QUAD   -  SPENCER CREEK (1986)
 NZ0107
 NZ0107                         *CURRENT SURVEY CONTROL
 NZ0107  ___________________________________________________________________
 NZ0107* NAD 83(1986)-  42 07 54.     (N)    122 02 01.     (W)     SCALED    
 NZ0107* NAVD 88     -      1162.599  (meters)    3814.29   (feet)  ADJUSTED  
 NZ0107  ___________________________________________________________________
 NZ0107  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 NZ0107  DYNAMIC HT  -        1161.909 (meters)    3812.03  (feet)  COMP
 NZ0107  MODELED GRAV-     979,988.7   (mgal)                       NAVD 88
 NZ0107
 NZ0107  VERT ORDER  -  FIRST     CLASS II
 NZ0107
 NZ0107.The horizontal coordinates were scaled from a topographic map and have
 NZ0107.an estimated accuracy of +/- 6 seconds.
 NZ0107
 NZ0107.The orthometric height was determined by differential leveling
 NZ0107.and adjusted in June 1991.
 NZ0107
 NZ0107.The geoid height was determined by GEOID03.
 NZ0107
 NZ0107.The dynamic height is computed by dividing the NAVD 88
 NZ0107.geopotential number by the normal gravity value computed on the
 NZ0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0107.degrees latitude (g = 980.6199 gals.).
 NZ0107
 NZ0107.The modeled gravity was interpolated from observed gravity values.
 NZ0107
 NZ0107;                    North         East    Units  Estimated Accuracy
 NZ0107;SPC OR S     -    52,820.    1,373,200.      MT  (+/- 180 meters Scaled)
 NZ0107
 NZ0107                          SUPERSEDED SURVEY CONTROL
 NZ0107
 NZ0107  NGVD 29 (??/??/92) 1161.467  (m)         3810.58   (f) ADJ UNCH    1 2
 NZ0107
 NZ0107.Superseded values are not recommended for survey control.
 NZ0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0107.See file dsdata.txt to determine how the superseded data were derived.
 NZ0107
 NZ0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM798648(NAD 83)
 NZ0107_MARKER: DD = SURVEY DISK
 NZ0107_SETTING: 66 = SET IN ROCK OUTCROP
 NZ0107_SP_SET: IN A DRILL HOLE IN BEDROCK
 NZ0107_STAMPING: 3810.209 1905
 NZ0107_MARK LOGO: USGS  
 NZ0107_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NZ0107+STABILITY: POSITION/ELEVATION WELL
 NZ0107_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NZ0107+SATELLITE: SATELLITE OBSERVATIONS - April 22, 1988
 NZ0107
 NZ0107  HISTORY     - Date     Condition        Report By
 NZ0107  HISTORY     - 1905     MONUMENTED       USGS
 NZ0107  HISTORY     - 19880422 GOOD             NGS
 NZ0107
 NZ0107                          STATION DESCRIPTION
 NZ0107
 NZ0107'DESCRIBED BY US GEOLOGICAL SURVEY 1905
 NZ0107'6.1 MI W FROM KENO.
 NZ0107'ABOUT 6.1 MILES WEST ALONG THE GREEN SPRINGS HIGHWAY (OREGON 66) FROM
 NZ0107'KENO, KLAMATH COUNTY, ABOUT 2,000 FEET DOWNSTREAM ALONG THE EAST BANK
 NZ0107'OF KLAMATH RIVER FROM SPENCER BRIDGE, 85 FEET NORTH OF THE END OF THE
 NZ0107'RUINS OF A DAM, ON A ROCKY POINT, ABOUT 30 FEET HIGHER THAN THE RIVER,
 NZ0107'AND ABOUT 15 FEET HIGHER THAN AN ABANDONED ROAD.  A UNITED STATES
 NZ0107'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 3810.209 1905.
 NZ0107
 NZ0107                          STATION RECOVERY (1988)
 NZ0107
 NZ0107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 NZ0107'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  11.0 KM
 NZ0107'(6.85 MI) WESTERLY ALONG STATE HIGHWAY 66 FROM THE POST OFFICE IN
 NZ0107'KENO, THENCE 0.6 KM (0.35 MI) SOUTHWEST ALONG THE EAST BANK OF THE
 NZ0107'KLAMATH RIVER.  NOTE--THIS MARK IS CARRIED AS 3812 USGS ON HGZ L341,
 NZ0107'BUT IS CARRIED AS 9 USGS ON THE NZ ARCHIVE LISTING.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0207 ***********************************************************************
 QC0207  DESIGNATION -  3814
 QC0207  PID         -  QC0207
 QC0207  STATE/COUNTY-  OR/GRANT
 QC0207  USGS QUAD   -  FLOWERS GULCH (1990)
 QC0207
 QC0207                         *CURRENT SURVEY CONTROL
 QC0207  ___________________________________________________________________
 QC0207* NAD 83(1986)-  44 46 57.     (N)    119 04 18.     (W)     SCALED    
 QC0207* NAVD 88     -      1163.519  (meters)    3817.31   (feet)  ADJUSTED  
 QC0207  ___________________________________________________________________
 QC0207  GEOID HEIGHT-         -18.30  (meters)                     GEOID03
 QC0207  DYNAMIC HT  -        1163.156 (meters)    3816.12  (feet)  COMP
 QC0207  MODELED GRAV-     980,264.3   (mgal)                       NAVD 88
 QC0207
 QC0207  VERT ORDER  -  FIRST     CLASS II
 QC0207
 QC0207.The horizontal coordinates were scaled from a topographic map and have
 QC0207.an estimated accuracy of +/- 6 seconds.
 QC0207
 QC0207.The orthometric height was determined by differential leveling
 QC0207.and adjusted in June 1991.
 QC0207
 QC0207.The geoid height was determined by GEOID03.
 QC0207
 QC0207.The dynamic height is computed by dividing the NAVD 88
 QC0207.geopotential number by the normal gravity value computed on the
 QC0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0207.degrees latitude (g = 980.6199 gals.).
 QC0207
 QC0207.The modeled gravity was interpolated from observed gravity values.
 QC0207
 QC0207;                    North         East    Units  Estimated Accuracy
 QC0207;SPC OR N     -   124,990.    2,613,030.      MT  (+/- 180 meters Scaled)
 QC0207
 QC0207                          SUPERSEDED SURVEY CONTROL
 QC0207
 QC0207  NGVD 29 (??/??/92) 1162.362  (m)         3813.52   (f) ADJ UNCH    1 2
 QC0207
 QC0207.Superseded values are not recommended for survey control.
 QC0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0207.See file dsdata.txt to determine how the superseded data were derived.
 QC0207
 QC0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK361608(NAD 83)
 QC0207_MARKER: P = PIPE CAP
 QC0207_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QC0207_SP_SET: CONCRETE BASE
 QC0207_STAMPING: 3813.755 A D J 1903 1905
 QC0207_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QC0207
 QC0207  HISTORY     - Date     Condition        Report By
 QC0207  HISTORY     - 1905     MONUMENTED       USGS
 QC0207  HISTORY     - 1967     GOOD             NGS
 QC0207
 QC0207                          STATION DESCRIPTION
 QC0207
 QC0207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 QC0207'6.4 MI NE FROM LONG CREEK.
 QC0207'REACHED FROM THE LONG CREEK POST OFFICE GO NORTH ON U.S. HIGHWAY 395
 QC0207'FOR 5.2 MILES TO A SIDE ROAD AND CATTLE GUARD ON THE RIGHT, JUST AFTER
 QC0207'CROSSING THE BRIDGE OVER PASS CREEK, TURN RIGHT AND GO EAST ON THE
 QC0207'GRAVELED ROAD FOR 1.0 MILE TO A TRACK ROAD LEFT, JUST AFTER CROSSING A
 QC0207'CATTLE GUARD, TURN LEFT AND GO NORTH ON THE EAST SIDE OF THE FENCE FOR
 QC0207'0.2 MILE TO A GATE IN AN EAST-WEST FENCE LINE AND THE BENCH MARK ON
 QC0207'THE RIGHT.  IT IS 50 FEET SOUTHEAST OF THE EAST END OF THE GATE, 45
 QC0207'FEET WEST OF A DRY WASH, 37 FEET WEST OF THE CENTER OF THE TRACK ROAD,
 QC0207'24 FEET SOUTH OF THE CENTER OF A TRACK ROAD ALONG THE SOUTH SIDE OF
 QC0207'THE FENCE AND 1.5 FEET NORTH OF A METAL WITNESS POST. A U.S.G.S.
 QC0207'STANDARD CAP RIVETED TO A 3 1/2-INCH IRON PIPE THAT IS SET IN A
 QC0207'CONCRETE BASE AND PROJECTS 18 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0100 ***********************************************************************
 PC0100  DESIGNATION -  3827.0
 PC0100  PID         -  PC0100
 PC0100  STATE/COUNTY-  OR/DOUGLAS
 PC0100  USGS QUAD   -  FISH MOUNTAIN (1989)
 PC0100
 PC0100                         *CURRENT SURVEY CONTROL
 PC0100  ___________________________________________________________________
 PC0100* NAD 83(1986)-  43 00 38.     (N)    122 22 42.     (W)     SCALED    
 PC0100* NAVD 88     -      1167.871  (meters)    3831.59   (feet)  ADJUSTED  
 PC0100  ___________________________________________________________________
 PC0100  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 PC0100  DYNAMIC HT  -        1167.285 (meters)    3829.67  (feet)  COMP
 PC0100  MODELED GRAV-     980,078.3   (mgal)                       NAVD 88
 PC0100
 PC0100  VERT ORDER  -  SECOND    CLASS 0
 PC0100
 PC0100.The horizontal coordinates were scaled from a topographic map and have
 PC0100.an estimated accuracy of +/- 6 seconds.
 PC0100
 PC0100.The orthometric height was determined by differential leveling
 PC0100.and adjusted in June 1991.
 PC0100
 PC0100.The geoid height was determined by GEOID03.
 PC0100
 PC0100.The dynamic height is computed by dividing the NAVD 88
 PC0100.geopotential number by the normal gravity value computed on the
 PC0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0100.degrees latitude (g = 980.6199 gals.).
 PC0100
 PC0100.The modeled gravity was interpolated from observed gravity values.
 PC0100
 PC0100;                    North         East    Units  Estimated Accuracy
 PC0100;SPC OR S     -   151,000.    1,346,890.      MT  (+/- 180 meters Scaled)
 PC0100
 PC0100                          SUPERSEDED SURVEY CONTROL
 PC0100
 PC0100  NGVD 29 (??/??/92) 1166.633  (m)         3827.53   (f) ADJ UNCH    2 0
 PC0100
 PC0100.Superseded values are not recommended for survey control.
 PC0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0100.See file dsdata.txt to determine how the superseded data were derived.
 PC0100
 PC0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN506621(NAD 83)
 PC0100_MARKER: N = NAIL
 PC0100_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PC0100_SP_SET: TREE
 PC0100_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PC0100
 PC0100  HISTORY     - Date     Condition        Report By
 PC0100  HISTORY     - UNK      MONUMENTED       USGS
 PC0100  HISTORY     - 1969     MARK NOT FOUND   NGS
 PC0100
 PC0100                          STATION DESCRIPTION
 PC0100
 PC0100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 PC0100'8.4 MI NE FROM UNION CREEK.
 PC0100'SEARCHED FOR BUT NOT RECOVERED.  THE TREE STILL STANDS, AND THE PAINT
 PC0100'IS STILL VISIBLE, BUT THE NAIL WAS NOT FOUND.  THE FOLLOWING IS THE
 PC0100'ORIGINAL DESCRIPTION.  1.3 MILES NORTHEAST ALONG STATE HIGHWAY 62 FROM
 PC0100'UNION CREEK RANGER STATION, THENCE 7.1 MILES NORTHEAST ALONG STATE
 PC0100'HIGHWAY 230, 56.8 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT
 PC0100'LEVEL WITH THE HIGHWAY, AND DRIVEN IN THE NORTHEAST BASE OF A 40-INCH
 PC0100'FIR TREE SUPPORTING A TELEPHONE LINE AND MARKED BY THE WHITE PAINTED
 PC0100'LETTERS USBM 3827.0.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0082 ***********************************************************************
 QC0082  DESIGNATION -  3828.05
 QC0082  PID         -  QC0082
 QC0082  STATE/COUNTY-  OR/BAKER
 QC0082  USGS QUAD   -  UNITY RESERVOIR (1984)
 QC0082
 QC0082                         *CURRENT SURVEY CONTROL
 QC0082  ___________________________________________________________________
 QC0082* NAD 83(1986)-  44 30 12.     (N)    118 10 49.     (W)     SCALED    
 QC0082* NAVD 88     -      1168.035  (meters)    3832.13   (feet)  ADJUSTED  
 QC0082  ___________________________________________________________________
 QC0082  GEOID HEIGHT-         -17.48  (meters)                     GEOID03
 QC0082  DYNAMIC HT  -        1167.582 (meters)    3830.64  (feet)  COMP
 QC0082  MODELED GRAV-     980,190.0   (mgal)                       NAVD 88
 QC0082
 QC0082  VERT ORDER  -  FIRST     CLASS II
 QC0082
 QC0082.The horizontal coordinates were scaled from a topographic map and have
 QC0082.an estimated accuracy of +/- 6 seconds.
 QC0082
 QC0082.The orthometric height was determined by differential leveling
 QC0082.and adjusted in June 1991.
 QC0082
 QC0082.The geoid height was determined by GEOID03.
 QC0082
 QC0082.The dynamic height is computed by dividing the NAVD 88
 QC0082.geopotential number by the normal gravity value computed on the
 QC0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0082.degrees latitude (g = 980.6199 gals.).
 QC0082
 QC0082.The modeled gravity was interpolated from observed gravity values.
 QC0082
 QC0082;                    North         East    Units  Estimated Accuracy
 QC0082;SPC OR N     -    95,620.    2,684,440.      MT  (+/- 180 meters Scaled)
 QC0082
 QC0082                          SUPERSEDED SURVEY CONTROL
 QC0082
 QC0082  NGVD 29 (??/??/92) 1166.829  (m)         3828.17   (f) ADJ UNCH    1 2
 QC0082
 QC0082.Superseded values are not recommended for survey control.
 QC0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0082.See file dsdata.txt to determine how the superseded data were derived.
 QC0082
 QC0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK061284(NAD 83)
 QC0082_MARKER: DD = SURVEY DISK
 QC0082_SETTING: 41 = SET IN A LARGE STRUCTURE WITH FOUNDATIONS ON BEDROCK
 QC0082_STAMPING: 3828.05 1944
 QC0082_MARK LOGO: BOR   
 QC0082_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QC0082+STABILITY: POSITION/ELEVATION WELL
 QC0082_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QC0082+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2006
 QC0082
 QC0082  HISTORY     - Date     Condition        Report By
 QC0082  HISTORY     - 1944     MONUMENTED       BOR
 QC0082  HISTORY     - 1944     GOOD             NGS
 QC0082  HISTORY     - 1985     GOOD             NGS
 QC0082  HISTORY     - 20061103 GOOD             BOR
 QC0082
 QC0082                          STATION DESCRIPTION
 QC0082
 QC0082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 QC0082'5.3 MI N FROM UNITY.
 QC0082'2.4 MILES NORTHWEST ALONG U. S. HIGHWAY NO. 28 FROM THE SCHOOL AT
 QC0082'UNITY, THENCE 2.9 MILES NORTH ALONG STATE HIGHWAY NO. 7, SET AT THE
 QC0082'UNITY RESERVOIR DAM, ON THE SOUTHWEST EDGE OF THE CONCRETE WALK WAY
 QC0082'OVER THE SPILLWAY, 7.8 FEET NORTHEAST OF THE SOUTHWEST POINT OF THE
 QC0082'CENTER PIER, 0.4 FOOT SOUTHEAST OF THE LIGHT POLE (CENTER), DIRECTLY
 QC0082'UNDER THE IRON PIPES OF THE GUARD RAIL.  A BUREAU OF RECLAMATION DISK.
 QC0082'NOTE-- THE DATE 1944 WAS STAMPED ON DISK BY U.S.C. AND G.S.
 QC0082
 QC0082                          STATION RECOVERY (1985)
 QC0082
 QC0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QC0082'RECOVERED IN GOOD CONDITION.
 QC0082
 QC0082                          STATION RECOVERY (2006)
 QC0082
 QC0082'RECOVERY NOTE BY US BUREAU OF RECLAMATION 2006 (CAS)
 QC0082'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0088 ***********************************************************************
 PA0088  DESIGNATION -  3838
 PA0088  PID         -  PA0088
 PA0088  STATE/COUNTY-  OR/MALHEUR
 PA0088  USGS QUAD   -  BEULAH (1990)
 PA0088
 PA0088                         *CURRENT SURVEY CONTROL
 PA0088  ___________________________________________________________________
 PA0088* NAD 83(1986)-  43 53 04.     (N)    118 11 23.     (W)     SCALED    
 PA0088* NAVD 88     -      1173.481  (meters)    3850.00   (feet)  ADJUSTED  
 PA0088  ___________________________________________________________________
 PA0088  GEOID HEIGHT-         -18.12  (meters)                     GEOID03
 PA0088  DYNAMIC HT  -        1172.963 (meters)    3848.30  (feet)  COMP
 PA0088  MODELED GRAV-     980,137.7   (mgal)                       NAVD 88
 PA0088
 PA0088  VERT ORDER  -  FIRST     CLASS II
 PA0088
 PA0088.The horizontal coordinates were scaled from a topographic map and have
 PA0088.an estimated accuracy of +/- 6 seconds.
 PA0088
 PA0088.The orthometric height was determined by differential leveling
 PA0088.and adjusted in June 1991.
 PA0088
 PA0088.The geoid height was determined by GEOID03.
 PA0088
 PA0088.The dynamic height is computed by dividing the NAVD 88
 PA0088.geopotential number by the normal gravity value computed on the
 PA0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0088.degrees latitude (g = 980.6199 gals.).
 PA0088
 PA0088.The modeled gravity was interpolated from observed gravity values.
 PA0088
 PA0088;                    North         East    Units  Estimated Accuracy
 PA0088;SPC OR S     -   248,930.    1,685,630.      MT  (+/- 180 meters Scaled)
 PA0088
 PA0088                          SUPERSEDED SURVEY CONTROL
 PA0088
 PA0088  NGVD 29 (??/??/92) 1172.331  (m)         3846.22   (f) ADJ UNCH    1 2
 PA0088
 PA0088.Superseded values are not recommended for survey control.
 PA0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0088.See file dsdata.txt to determine how the superseded data were derived.
 PA0088
 PA0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ044597(NAD 83)
 PA0088_MARKER: P = PIPE CAP
 PA0088_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PA0088_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PA0088_STAMPING: 3846.437 H 1903
 PA0088_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PA0088
 PA0088  HISTORY     - Date     Condition        Report By
 PA0088  HISTORY     - 1903     MONUMENTED       USGS
 PA0088  HISTORY     - 1944     GOOD             NGS
 PA0088
 PA0088                          STATION DESCRIPTION
 PA0088
 PA0088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 PA0088'3.7 MI SW FROM BEULAH.
 PA0088'3.7 MILES SOUTHWEST ALONG THE DREWSEY-BEULAH ROAD FROM THE POST OFFICE
 PA0088'AT BEULAH, SET ON THE NORTHEAST SLOPE OF THE HILL, IN A THICKET OF
 PA0088'SCRUB BUSHES, 21.9 FEET SOUTHEAST OF THE CENTER-LINE OF THE ROAD, 2.4
 PA0088'FEET NORTHWEST OF REFERENCE POST.  A U. S. G. S. BENCH MARK CAP RIVET
 PA0088'ON TOP A 3 1/2-INCH IRON PIPE AND PROJECTING ABOUT 1 FOOT ABOVE THE
 PA0088'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1299 ***********************************************************************
 RC1299  DESIGNATION -  3869
 RC1299  PID         -  RC1299
 RC1299  STATE/COUNTY-  OR/WASCO
 RC1299  USGS QUAD   -  WAPINITIA PASS (1996)
 RC1299
 RC1299                         *CURRENT SURVEY CONTROL
 RC1299  ___________________________________________________________________
 RC1299* NAD 83(1986)-  45 11 46.     (N)    121 41 29.     (W)     SCALED    
 RC1299* NAVD 88     -      1181.059  (meters)    3874.86   (feet)  ADJUSTED  
 RC1299  ___________________________________________________________________
 RC1299  GEOID HEIGHT-         -20.89  (meters)                     GEOID03
 RC1299  DYNAMIC HT  -        1180.730 (meters)    3873.78  (feet)  COMP
 RC1299  MODELED GRAV-     980,297.2   (mgal)                       NAVD 88
 RC1299
 RC1299  VERT ORDER  -  SECOND    CLASS 0
 RC1299
 RC1299.The horizontal coordinates were scaled from a topographic map and have
 RC1299.an estimated accuracy of +/- 6 seconds.
 RC1299
 RC1299.The orthometric height was determined by differential leveling
 RC1299.and adjusted in June 1991.
 RC1299
 RC1299.The geoid height was determined by GEOID03.
 RC1299
 RC1299.The dynamic height is computed by dividing the NAVD 88
 RC1299.geopotential number by the normal gravity value computed on the
 RC1299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1299.degrees latitude (g = 980.6199 gals.).
 RC1299
 RC1299.The modeled gravity was interpolated from observed gravity values.
 RC1299
 RC1299;                    North         East    Units  Estimated Accuracy
 RC1299;SPC OR N     -   170,640.    2,406,400.      MT  (+/- 180 meters Scaled)
 RC1299
 RC1299                          SUPERSEDED SURVEY CONTROL
 RC1299
 RC1299  NGVD 29 (??/??/92) 1179.920  (m)         3871.12   (f) ADJ UNCH    2 0
 RC1299
 RC1299.Superseded values are not recommended for survey control.
 RC1299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1299.See file dsdata.txt to determine how the superseded data were derived.
 RC1299
 RC1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR027055(NAD 83)
 RC1299_MARKER: DD = SURVEY DISK
 RC1299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC1299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC1299_STAMPING: 3869 25 26 1932
 RC1299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1299+STABILITY: SURFACE MOTION
 RC1299
 RC1299  HISTORY     - Date     Condition        Report By
 RC1299  HISTORY     - 1932     MONUMENTED       BPR
 RC1299  HISTORY     - 1955     MARK NOT FOUND   BPR
 RC1299  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 RC1299  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 RC1299
 RC1299                          STATION DESCRIPTION
 RC1299
 RC1299'DESCRIBED BY US BUREAU OF PUBLIC ROADS 1932
 RC1299'10.9 MI SE FROM GOVERNMENT CAMP.
 RC1299'IN WASCO COUNTY, ABOUT 10.9 MILES SOUTHEAST ALONG THE MOUNT HOOD LOOP
 RC1299'HIGHWAY AND THE WAPINITIA HIGHWAY (OREGON 50) FROM GOVERNMENT CAMP,
 RC1299'CLACKAMAS COUNTY, ABOUT 0.2 MILE NORTHEAST OF THE JUNCTION OF A ROAD
 RC1299'LEADING TO CLEAR LAKE, AT A CURVE, ABOUT 375 FEET NORTH OF A CULVERT,
 RC1299'AND 25 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY.  A UNITED
 RC1299'STATES BUREAU OF PUBLIC ROADS STANDARD DISK, STAMPED 3869 25 26 1932
 RC1299'AND SET IN THE TOP OF A CONCRETE POST.
 RC1299
 RC1299                          STATION RECOVERY (1955)
 RC1299
 RC1299'RECOVERY NOTE BY US BUREAU OF PUBLIC ROADS 1955
 RC1299'MARK NOT FOUND.
 RC1299
 RC1299                          STATION RECOVERY (1985)
 RC1299
 RC1299'RECOVERY NOTE BY US POWER SQUADRON 1985
 RC1299'MARK NOT FOUND.
 RC1299
 RC1299                          STATION RECOVERY (1985)
 RC1299
 RC1299'RECOVERY NOTE BY US POWER SQUADRON 1985
 RC1299'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1301 ***********************************************************************
 RC1301  DESIGNATION -  3870
 RC1301  PID         -  RC1301
 RC1301  STATE/COUNTY-  OR/WASCO
 RC1301  USGS QUAD   -  WAPINITIA PASS (1996)
 RC1301
 RC1301                         *CURRENT SURVEY CONTROL
 RC1301  ___________________________________________________________________
 RC1301* NAD 83(1986)-  45 11 29.     (N)    121 41 18.     (W)     SCALED    
 RC1301* NAVD 88     -      1181.314  (meters)    3875.69   (feet)  ADJUSTED  
 RC1301  ___________________________________________________________________
 RC1301  GEOID HEIGHT-         -20.89  (meters)                     GEOID03
 RC1301  DYNAMIC HT  -        1180.989 (meters)    3874.63  (feet)  COMP
 RC1301  MODELED GRAV-     980,300.4   (mgal)                       NAVD 88
 RC1301
 RC1301  VERT ORDER  -  SECOND    CLASS 0
 RC1301
 RC1301.The horizontal coordinates were scaled from a topographic map and have
 RC1301.an estimated accuracy of +/- 6 seconds.
 RC1301
 RC1301.The orthometric height was determined by differential leveling
 RC1301.and adjusted in June 1991.
 RC1301
 RC1301.The geoid height was determined by GEOID03.
 RC1301
 RC1301.The dynamic height is computed by dividing the NAVD 88
 RC1301.geopotential number by the normal gravity value computed on the
 RC1301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1301.degrees latitude (g = 980.6199 gals.).
 RC1301
 RC1301.The modeled gravity was interpolated from observed gravity values.
 RC1301
 RC1301;                    North         East    Units  Estimated Accuracy
 RC1301;SPC OR N     -   170,120.    2,406,630.      MT  (+/- 180 meters Scaled)
 RC1301
 RC1301                          SUPERSEDED SURVEY CONTROL
 RC1301
 RC1301  NGVD 29 (??/??/92) 1180.176  (m)         3871.96   (f) ADJ UNCH    2 0
 RC1301
 RC1301.Superseded values are not recommended for survey control.
 RC1301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1301.See file dsdata.txt to determine how the superseded data were derived.
 RC1301
 RC1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR030050(NAD 83)
 RC1301_MARKER: DD = SURVEY DISK
 RC1301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC1301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC1301_STAMPING: 3870 1928
 RC1301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1301+STABILITY: SURFACE MOTION
 RC1301
 RC1301  HISTORY     - Date     Condition        Report By
 RC1301  HISTORY     - 1928     MONUMENTED       BPR
 RC1301  HISTORY     - 1983     GOOD             USGS
 RC1301  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 RC1301  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 RC1301  HISTORY     - 1985     GOOD             USPSQD
 RC1301
 RC1301                          STATION DESCRIPTION
 RC1301
 RC1301'DESCRIBED BY US BUREAU OF PUBLIC ROADS 1928
 RC1301'11.15 MI NW FROM BEAR SPRINGS.
 RC1301'IN WASCO COUNTY, ABOUT 11.15 MILES NORTHWEST ALONG THE WAPINITIA
 RC1301'HIGHWAY (OREGON 50) FROM BEAR SPRINGS, WASCO COUNTY, ABOUT 1.5 MILES
 RC1301'NORTHWEST OF THE JUNCTION OF THE OREGON SKYLINE ROAD, ABOUT 225 FEET
 RC1301'NORTHWEST OF HIGHWAY MARKER 386+72.61, AND 64 FEET EAST OF THE CENTER
 RC1301'LINE OF THE HIGHWAY.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD
 RC1301'DISK, STAMPED 3870 1928 AND SET IN THE TOP OF A CONCRETE POST.
 RC1301
 RC1301                          STATION RECOVERY (1983)
 RC1301
 RC1301'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 RC1301'CHANGED HIGHWAY NUMBERS: THE ABOVE BENCH MARKS ARE LOCATED ALONG U.S.
 RC1301'HIGHWAY 26 (REPLACES WAPINITIA HIGHWAY-OREGON 50).
 RC1301
 RC1301                          STATION RECOVERY (1985)
 RC1301
 RC1301'RECOVERY NOTE BY US POWER SQUADRON 1985
 RC1301'MARK NOT FOUND.
 RC1301
 RC1301                          STATION RECOVERY (1985)
 RC1301
 RC1301'RECOVERY NOTE BY US POWER SQUADRON 1985
 RC1301'MARK NOT FOUND.
 RC1301
 RC1301                          STATION RECOVERY (1985)
 RC1301
 RC1301'RECOVERY NOTE BY US POWER SQUADRON 1985
 RC1301'DESCRIPTION: ABOUT 1.5 MILES NORTHWEST OF 'OREGON SKYLINE ROAD' AND
 RC1301'HIGHWAY 26 JUNCTION . ABOUT 225 FEET NORTHWEST OF HIGHWAY MARKER
 RC1301'386-72.61 AND 64 FEET EAST OF CENTERLINE OF HIGHWAY 26. A STANDARD
 RC1301'DISK SET IN CONCRETE BASE. A 4 X 6' WOODEN WITNESS PSOT MARKER AT
 RC1301'STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0942 ***********************************************************************
 QE0942  DESIGNATION -  389
 QE0942  PID         -  QE0942
 QE0942  STATE/COUNTY-  OR/LANE
 QE0942  USGS QUAD   -  EUGENE WEST (1986)
 QE0942
 QE0942                         *CURRENT SURVEY CONTROL
 QE0942  ___________________________________________________________________
 QE0942* NAD 83(1986)-  44 03 23.     (N)    123 12 31.     (W)     SCALED    
 QE0942* NAVD 88     -       119.240  (meters)     391.21   (feet)  ADJUSTED  
 QE0942  ___________________________________________________________________
 QE0942  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 QE0942  DYNAMIC HT  -         119.226 (meters)     391.16  (feet)  COMP
 QE0942  MODELED GRAV-     980,493.3   (mgal)                       NAVD 88
 QE0942
 QE0942  VERT ORDER  -  SECOND    CLASS 0
 QE0942
 QE0942.The horizontal coordinates were scaled from a topographic map and have
 QE0942.an estimated accuracy of +/- 6 seconds.
 QE0942
 QE0942.The orthometric height was determined by differential leveling
 QE0942.and adjusted in June 1991.
 QE0942
 QE0942.The geoid height was determined by GEOID03.
 QE0942
 QE0942.The dynamic height is computed by dividing the NAVD 88
 QE0942.geopotential number by the normal gravity value computed on the
 QE0942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0942.degrees latitude (g = 980.6199 gals.).
 QE0942
 QE0942.The modeled gravity was interpolated from observed gravity values.
 QE0942
 QE0942;                    North         East    Units  Estimated Accuracy
 QE0942;SPC OR S     -   268,980.    1,282,990.      MT  (+/- 180 meters Scaled)
 QE0942
 QE0942                          SUPERSEDED SURVEY CONTROL
 QE0942
 QE0942  NGVD 29 (??/??/92)  118.135  (m)          387.58   (f) ADJ UNCH    2 0
 QE0942
 QE0942.Superseded values are not recommended for survey control.
 QE0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0942.See file dsdata.txt to determine how the superseded data were derived.
 QE0942
 QE0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP832781(NAD 83)
 QE0942_MARKER: DD = SURVEY DISK
 QE0942_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QE0942_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QE0942_STAMPING: 389
 QE0942_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0942
 QE0942  HISTORY     - Date     Condition        Report By
 QE0942  HISTORY     - UNK      MONUMENTED       USGS
 QE0942  HISTORY     - 1934     GOOD             NGS
 QE0942  HISTORY     - 1970     MARK NOT FOUND   NGS
 QE0942
 QE0942                          STATION DESCRIPTION
 QE0942
 QE0942'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QE0942'1.5 MI W FROM DANEBO.
 QE0942'1.5 MILES WEST, ALONG S.P. RY. FROM SIGNBOARD.  ALONG THE RIGHT OF WAY
 QE0942'OF THE SOUTHERN PACIFIC RAILROAD, MARSHFIELD SUBDIVISION, 19 RAILS,
 QE0942'APPROXIMATELY 209 YARDS WEST OF MILE POST 653, 70 YARDS OF TRACK AT
 QE0942'PUBLIC ROAD CROSSING, IN NORTH WEST CORNER OF T-ROAD, 11 FEET NORTH OF
 QE0942'FENCE CORNER, AND IN LINE WITH CENTER OF ROAD LEADING SOUTH TO CROW
 QE0942'AND LORRAINE.
 QE0942
 QE0942                          STATION RECOVERY (1970)
 QE0942
 QE0942'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 QE0942'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0188 ***********************************************************************
 QE0188  DESIGNATION -  39
 QE0188  PID         -  QE0188
 QE0188  STATE/COUNTY-  OR/LINN
 QE0188  USGS QUAD   -  HARTER MOUNTAIN (1984)
 QE0188
 QE0188                         *CURRENT SURVEY CONTROL
 QE0188  ___________________________________________________________________
 QE0188* NAD 83(1986)-  44 23 20.     (N)    122 11 02.     (W)     SCALED    
 QE0188* NAVD 88     -      1085.270  (meters)    3560.59   (feet)  POSTED    
 QE0188  ___________________________________________________________________
 QE0188  GEOID HEIGHT-         -21.95  (meters)                     GEOID03
 QE0188  DYNAMIC HT  -        1084.890 (meters)    3559.34  (feet)  COMP
 QE0188  MODELED GRAV-     980,229.5   (mgal)                       NAVD 88
 QE0188
 QE0188  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 QE0188
 QE0188.The horizontal coordinates were scaled from a topographic map and have
 QE0188.an estimated accuracy of +/- 6 seconds.
 QE0188
 QE0188.The orthometric height was determined by differential leveling
 QE0188.and adjusted by the  in 1992.
 QE0188.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 QE0188.rate of 1.1 thru 2.0 mm/km.
 QE0188
 QE0188.The geoid height was determined by GEOID03.
 QE0188
 QE0188.The dynamic height is computed by dividing the NAVD 88
 QE0188.geopotential number by the normal gravity value computed on the
 QE0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0188.degrees latitude (g = 980.6199 gals.).
 QE0188
 QE0188.The modeled gravity was interpolated from observed gravity values.
 QE0188
 QE0188;                    North         East    Units  Estimated Accuracy
 QE0188;SPC OR N     -    81,650.    2,365,840.      MT  (+/- 180 meters Scaled)
 QE0188
 QE0188                          SUPERSEDED SURVEY CONTROL
 QE0188
 QE0188  NGVD 29 (??/??/92) 1084.094  (m)         3556.73   (f) ADJ UNCH    1 2
 QE0188
 QE0188.Superseded values are not recommended for survey control.
 QE0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0188.See file dsdata.txt to determine how the superseded data were derived.
 QE0188
 QE0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ650153(NAD 83)
 QE0188_MARKER: DD = SURVEY DISK
 QE0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0188_STAMPING: 39
 QE0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0188+STABILITY: SURFACE MOTION
 QE0188
 QE0188  HISTORY     - Date     Condition        Report By
 QE0188  HISTORY     - UNK      MONUMENTED       BPR
 QE0188  HISTORY     - 1963     GOOD             NGS
 QE0188
 QE0188                          STATION DESCRIPTION
 QE0188
 QE0188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 QE0188'8.8 MI E FROM UPPER SODA.
 QE0188'8.8 MILES EAST ALONG U.S. HIGHWAY 20 FROM THE SERVICE STATION AT UPPER
 QE0188'SODA, 200 FEET EAST OF THE JUNCTION OF OLD SANTIAM ROAD AND SEVENMILE
 QE0188'CREEK ROAD, 83 FEET NORTHWEST OF THE NORTH END OF A METAL CULVERT
 QE0188'UNDER THE HIGHWAY, 51 FEET NORTH OF THE CENTER OF THE HIGHWAY, 1 FOOT
 QE0188'WEST OF A METAL WITNESS POST AND ABOUT 6 FEET ABOVE THE LEVEL OF THE
 QE0188'HIGHWAY.  SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT
 QE0188'PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0015 ***********************************************************************
 PB0015  DESIGNATION -  39
 PB0015  PID         -  PB0015
 PB0015  STATE/COUNTY-  OR/DESCHUTES
 PB0015  USGS QUAD   -  IMPERIAL VALLEY NORT (1983)
 PB0015
 PB0015                         *CURRENT SURVEY CONTROL
 PB0015  ___________________________________________________________________
 PB0015* NAD 83(1986)-  43 46 33.     (N)    120 28 23.     (W)     SCALED    
 PB0015* NAVD 88     -      1392.333  (meters)    4568.01   (feet)  ADJUSTED  
 PB0015  ___________________________________________________________________
 PB0015  GEOID HEIGHT-         -19.82  (meters)                     GEOID03
 PB0015  DYNAMIC HT  -        1391.656 (meters)    4565.79  (feet)  COMP
 PB0015  MODELED GRAV-     980,083.8   (mgal)                       NAVD 88
 PB0015
 PB0015  VERT ORDER  -  FIRST     CLASS II
 PB0015
 PB0015.The horizontal coordinates were scaled from a topographic map and have
 PB0015.an estimated accuracy of +/- 6 seconds.
 PB0015
 PB0015.The orthometric height was determined by differential leveling
 PB0015.and adjusted in June 1991.
 PB0015
 PB0015.The geoid height was determined by GEOID03.
 PB0015
 PB0015.The dynamic height is computed by dividing the NAVD 88
 PB0015.geopotential number by the normal gravity value computed on the
 PB0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0015.degrees latitude (g = 980.6199 gals.).
 PB0015
 PB0015.The modeled gravity was interpolated from observed gravity values.
 PB0015
 PB0015;                    North         East    Units  Estimated Accuracy
 PB0015;SPC OR S     -   234,300.    1,502,170.      MT  (+/- 180 meters Scaled)
 PB0015
 PB0015                          SUPERSEDED SURVEY CONTROL
 PB0015
 PB0015  NGVD 29 (??/??/92) 1391.109  (m)         4564.00   (f) ADJ UNCH    1 2
 PB0015
 PB0015.Superseded values are not recommended for survey control.
 PB0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0015.See file dsdata.txt to determine how the superseded data were derived.
 PB0015
 PB0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGP033500(NAD 83)
 PB0015_MARKER: DD = SURVEY DISK
 PB0015_SETTING: 66 = SET IN ROCK OUTCROP
 PB0015_SP_SET: ROCK
 PB0015_STAMPING: 39 1927 4564
 PB0015_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PB0015+STABILITY: POSITION/ELEVATION WELL
 PB0015
 PB0015  HISTORY     - Date     Condition        Report By
 PB0015  HISTORY     - 1927     MONUMENTED       ORDT
 PB0015  HISTORY     - 1943     GOOD             NGS
 PB0015
 PB0015                          STATION DESCRIPTION
 PB0015
 PB0015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PB0015'7.0 MI SE FROM BROTHERS.
 PB0015'THIS MARK IS ABOUT 7.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 20 FROM
 PB0015'BROTHERS, DESCHUTES COUNTY, SET IN THE TOP OF A ROCK NEAR THE FOOT OF
 PB0015'DESCENT INTO HAMPTON VALLEY, 0.15 MILE WEST OF A ROAD LEADING SOUTH,
 PB0015'47.0 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 2.0 FEET SOUTHWEST
 PB0015'OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3276 ***********************************************************************
 RD3276  DESIGNATION -  39
 RD3276  PID         -  RD3276
 RD3276  STATE/COUNTY-  OR/MULTNOMAH
 RD3276  USGS QUAD   -  PORTLAND (1990)
 RD3276
 RD3276                         *CURRENT SURVEY CONTROL
 RD3276  ___________________________________________________________________
 RD3276* NAD 83(1991)-  45 34 17.38903(N)    122 43 54.62224(W)     ADJUSTED  
 RD3276* NAVD 88     -        10.     (meters)      33.     (feet)  SCALED    
 RD3276  ___________________________________________________________________
 RD3276  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 RD3276  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 RD3276  HORZ ORDER  -  THIRD
 RD3276
 RD3276.The horizontal coordinates were established by classical geodetic methods
 RD3276.and adjusted by the National Geodetic Survey in October 1991.
 RD3276
 RD3276.The orthometric height was scaled from a topographic map.
 RD3276
 RD3276.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3276
 RD3276.The geoid height was determined by GEOID03.
 RD3276
 RD3276;                    North         East     Units Scale Factor Converg.
 RD3276;SPC OR N     -   214,075.977 2,325,820.876   MT  0.99991927   -1 34 58.0
 RD3276;SPC OR N     -   702,349.01  7,630,645.92   iFT  0.99991927   -1 34 58.0
 RD3276;SPC WA S     -    28,937.272   325,795.775   MT  1.00006961   -1 37 16.3
 RD3276;SPC WA S     -    94,938.37  1,068,881.64   sFT  1.00006961   -1 37 16.3
 RD3276;UTM  10      - 5,046,474.625   520,923.987   MT  0.99960538   +0 11 29.4
 RD3276
 RD3276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3276!SPC OR N     -   1.00000201  x   0.99991927  =   0.99992128
 RD3276!SPC WA S     -   1.00000201  x   1.00006961  =   1.00007162
 RD3276!UTM  10      -   1.00000201  x   0.99960538  =   0.99960739
 RD3276
 RD3276:                Primary Azimuth Mark                     Grid Az
 RD3276:SPC OR N     -  41                                       143 29 50.9
 RD3276:SPC WA S     -  41                                       143 32 09.2
 RD3276:UTM  10      -  41                                       141 43 23.5
 RD3276
 RD3276|---------------------------------------------------------------------|
 RD3276| PID    Reference Object                     Distance      Geod. Az  |
 RD3276|                                                           dddmmss.s |
 RD3276| RD3266 41                                  APPROX. 1.5 KM 1415452.9 |
 RD3276|---------------------------------------------------------------------|
 RD3276
 RD3276                          SUPERSEDED SURVEY CONTROL
 RD3276
 RD3276  NAD 83(1986)-  45 34 17.40826(N)    122 43 54.62566(W) AD(       ) 3
 RD3276  NAD 27      -  45 34 17.98500(N)    122 43 50.27000(W) AD(       ) 3
 RD3276
 RD3276.Superseded values are not recommended for survey control.
 RD3276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3276.See file dsdata.txt to determine how the superseded data were derived.
 RD3276
 RD3276_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER2092446475(NAD 83)
 RD3276
 RD3276  HISTORY     - Date     Condition        Report By
 RD3276  HISTORY     - 1913     MONUMENTED       USE
 RD3276  HISTORY     - 1959     SEE DESCRIPTION  CGS
 RD3276
 RD3276                          STATION DESCRIPTION
 RD3276
 RD3276'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (ANS)
 RD3276'NOT RECOVERED.  THE PLOTTED POSITION OF THE STATION IS NOW
 RD3276'OCCUPIED BY THE TRACKS OF THE UNION PACIFIC RAILROAD.  NO
 RD3276'INDICATION OF A STATION COULD BE FOUND AT THE PLOTTED
 RD3276'POSITION.  THERE IS NO PREVIOUS DESCRIPTION OF THIS STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3269 ***********************************************************************
 RD3269  DESIGNATION -  39 2 RESET
 RD3269  PID         -  RD3269
 RD3269  STATE/COUNTY-  OR/MULTNOMAH
 RD3269  USGS QUAD   -  PORTLAND (1990)
 RD3269
 RD3269                         *CURRENT SURVEY CONTROL
 RD3269  ___________________________________________________________________
 RD3269* NAD 83(1991)-  45 34 19.03704(N)    122 43 53.26335(W)     ADJUSTED  
 RD3269* NAVD 88     -        44.     (meters)     144.     (feet)  SCALED    
 RD3269  ___________________________________________________________________
 RD3269  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 RD3269  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 RD3269  HORZ ORDER  -  THIRD
 RD3269
 RD3269.The horizontal coordinates were established by classical geodetic methods
 RD3269.and adjusted by the National Geodetic Survey in October 1991.
 RD3269
 RD3269.The orthometric height was scaled from a topographic map.
 RD3269
 RD3269.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3269
 RD3269.The geoid height was determined by GEOID03.
 RD3269
 RD3269;                    North         East     Units Scale Factor Converg.
 RD3269;SPC OR N     -   214,126.019 2,325,851.732   MT  0.99991932   -1 34 57.1
 RD3269;SPC OR N     -   702,513.19  7,630,747.15   iFT  0.99991932   -1 34 57.1
 RD3269;SPC WA S     -    28,987.300   325,826.670   MT  1.00006947   -1 37 15.3
 RD3269;SPC WA S     -    95,102.50  1,068,983.00   sFT  1.00006947   -1 37 15.3
 RD3269;UTM  10      - 5,046,525.582   520,953.270   MT  0.99960540   +0 11 30.4
 RD3269
 RD3269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3269!SPC OR N     -   0.99999668  x   0.99991932  =   0.99991600
 RD3269!SPC WA S     -   0.99999668  x   1.00006947  =   1.00006615
 RD3269!UTM  10      -   0.99999668  x   0.99960540  =   0.99960208
 RD3269
 RD3269|---------------------------------------------------------------------|
 RD3269| PID    Reference Object                     Distance      Geod. Az  |
 RD3269|                                                           dddmmss.s |
 RD3269| CE1347 39 2 RM 2                            36.603 METERS 08510     |
 RD3269| RD3101 PORTLAND DOLPHIN 6                  APPROX. 1.5 KM 1644248.3 |
 RD3269| RD3117 WAUD RESET                           39.985 METERS 16604     |
 RD3269| RD3109 PORTLAND DOLPHIN 7                  APPROX. 1.2 KM 1703115.7 |
 RD3269| RD3102 PORTLAND TEXAS OIL CO STACK         APPROX. 2.5 KM 1713509.4 |
 RD3269| RD3116 PORTLAND DOLPHIN 8                  APPROX. 1.0 KM 1782837.4 |
 RD3269| RD3126 PORTLAND DOLPHIN 9                  APPROX. 0.8 KM 1902021.8 |
 RD3269| RD3132 SCOTT RESET                         APPROX. 1.8 KM 1915140.1 |
 RD3269| RD3133 PORTLAND UNION OIL CO DOCK FP       APPROX. 0.7 KM 2130443.1 |
 RD3269| RD3135 PORTLAND STANDARD OIL DOCK FP       APPROX. 0.7 KM 2210147.7 |
 RD3269| RD3155 STANDARD OIL CO WHITE TANK          APPROX. 1.3 KM 2282848.4 |
 RD3269| RD3138 PORTLAND SHELL OIL CO DOCK FP       APPROX. 0.7 KM 2290919.7 |
 RD3269| RD3156 PORTLAND SHELL OIL CO TALL STK      APPROX. 1.3 KM 2325601.5 |
 RD3269| RD3167 PORTLAND BETHLEHEM STEEL STACK      APPROX. 1.4 KM 2474814.9 |
 RD3269| RD3171 PORTLAND SIG SW SPS RR BRIDGE       APPROX. 1.4 KM 2842419.5 |
 RD3269| RD3159 PORTLAND SIG NE SPS RR BRIDGE       APPROX. 1.3 KM 3040712.9 |
 RD3269| RD3659 PORTLAND MFG CO ELEV BLACK TK       APPROX. 2.0 KM 3070803.4 |
 RD3269| CE1346 39 2 RM 1                            21.621 METERS 32047     |
 RD3269|---------------------------------------------------------------------|
 RD3269
 RD3269                          SUPERSEDED SURVEY CONTROL
 RD3269
 RD3269  NAD 83(1986)-  45 34 19.05632(N)    122 43 53.26678(W) AD(       ) 3
 RD3269  NAD 27      -  45 34 19.63200(N)    122 43 48.91100(W) AD(       ) 3
 RD3269
 RD3269.Superseded values are not recommended for survey control.
 RD3269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3269.See file dsdata.txt to determine how the superseded data were derived.
 RD3269
 RD3269_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER2095346526(NAD 83)
 RD3269_MARKER: DS = TRIANGULATION STATION DISK
 RD3269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD3269
 RD3269  HISTORY     - Date     Condition        Report By
 RD3269  HISTORY     - 1938     MONUMENTED       CGS
 RD3269  HISTORY     - 1959     GOOD             CGS
 RD3269  HISTORY     - 20040601 MARK NOT FOUND   USPSQD
 RD3269
 RD3269                          STATION DESCRIPTION
 RD3269
 RD3269'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (WMS)
 RD3269'STATION IS LOCATED ABOUT 1/2 MILE NW OF THE N END OF SWAN
 RD3269'ISLAND, 3/4 MILE UPSTREAM OF THE RAILWAY BRIDGE, ABOUT 40
 RD3269'METERS E OF THE EDGE OF WAUD BLUFF, ON THE E SIDE OF THE
 RD3269'WILLAMETTE RIVER ON PROPERTY OWNED BY PORTLAND
 RD3269'UNIVERSITY.  IT IS ABOUT 20 METERS S OF THE PROLONGATION OF
 RD3269'PORTSMOUTH BOULEVARD.
 RD3269'
 RD3269'STATION MARK IS A 1 1/2-INCH PIPE IN CONCRETE BLOCK WITH 39
 RD3269'U.S.E. INSCRIBED ON THE BLOCK.  A C. AND G.S. DISK CEMENTED IN
 RD3269'PIPE IN ABOVE MONUMENT.
 RD3269'
 RD3269'REFERENCE MARKS NO.1 AND NO.2 ARE STANDARD DISKS WITH
 RD3269'ARROWS POINTING TOWARD STATION SET IN CONCRETE IN A 2 1/2-FOOT
 RD3269'LENGTH OF 4-INCH CAST-IRON PIPE EXTENDING 4 INCHES ABOVE THE
 RD3269'SURFACE.
 RD3269'
 RD3269'STATION AND REFERENCE MARKS ARE STAMPED 392 U.S.E.
 RD3269
 RD3269                          STATION RECOVERY (1959)
 RD3269
 RD3269'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (ANS)
 RD3269'THE STATION MARK AND R.M. 1 WERE RECOVERED IN GOOD
 RD3269'CONDITION.  R.M. 2 WAS NOT RECOVERED, CONSIDERABLE EARTH LEVELING
 RD3269'AND GRADING MAY HAVE BURIED OR DISTURBED THE MARK.  NO DIGGING
 RD3269'WAS ATTEMPTED.
 RD3269'
 RD3269'THE STATION IS LOCATED IN PORTLAND, ON THE NORTHEAST SIDE OF THE
 RD3269'WILLAMETTE RIVER, ON THE PROPERTY OF THE UNIVERSITY OF PORTLAND,
 RD3269'ABOUT 3/4 MILE UPSTREAM FROM THE S.P. AND S. RY. BRIDGE, ABOUT
 RD3269'750 FEET SOUTH OF THE INTERSECTION OF NORTH MCGOSH STREET
 RD3269'AND NORTH PORTSMOUTH AVENUE, 163 FEET SOUTHWEST OF THE VILLA
 RD3269'MARIA DORMITORY, ABOUT 100 FEET EAST OF THE EDGE OF WAUD BLUFF,
 RD3269'4.1 FEET SOUTHWEST OF A STEEL PICKET, WITNESS POST, AT THE
 RD3269'NORTHEAST EDGE OF A LARGE CLUMP OF BLACKBERRY BRIERS.
 RD3269'
 RD3269'THE STATION IS A STANDARD DISK STAMPED 392 USE SET IN THE TOP
 RD3269'OF A 1-1/2 INCH IRON PIPE, PROJECTING ABOUT 8 INCHES ABOVE THE
 RD3269'TOP OF A 12 INCH, SQUARE CONCRETE MONUMENT.  THE LETTERING
 RD3269'392 USE IS INSCRIBED IN THE TOP OF THE MONUMENT.  THE MONUMENT IS
 RD3269'FLUSH WITH THE SURFACE OF THE GROUND.
 RD3269'
 RD3269'REFERENCE MARK 1 IS A STANDARD DISK STAMPED USE 39 2 NO 1 SET
 RD3269'IN THE TOP OF A 4-INCH, CAST IRON, SOIL PIPE, PROJECTING ABOUT
 RD3269'2 INCHES ABOVE THE SURFACE OF THE GROUND, IN THE BRUSH AT THE
 RD3269'EDGE OF THE BLUFF.
 RD3269'
 RD3269'WAUD 1882 IS A STANDARD DISK STAMPED WAUD 1882 1959 SET IN THE
 RD3269'TOP OF AN 8-INCH IN DIAMETER, CONCRETE MONUMENT, PROJECTING
 RD3269'6 INCHES ABOVE THE SURFACE OF THE GROUND, 40 FEET WEST OF AN 8
 RD3269'INCH, PINE TREE, 11 FEET NORTHEAST OF THE EDGE OF THE BLUFF,
 RD3269'4.6 FEET SOUTHWEST OF A STEEL PICKET, WITNESS POST.
 RD3269
 RD3269                          STATION RECOVERY (2004)
 RD3269
 RD3269'RECOVERY NOTE BY US POWER SQUADRON 2004
 RD3269'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0643 ***********************************************************************
 NW0643  DESIGNATION -  39 BKC
 NW0643  PID         -  NW0643
 NW0643  STATE/COUNTY-  OR/MALHEUR
 NW0643  USGS QUAD   -  BOWDEN RANCH (1979)
 NW0643
 NW0643                         *CURRENT SURVEY CONTROL
 NW0643  ___________________________________________________________________
 NW0643* NAD 83(1986)-  42 30 41.     (N)    117 39 20.     (W)     SCALED    
 NW0643* NAVD 88     -      1238.820  (meters)    4064.36   (feet)  ADJUSTED  
 NW0643  ___________________________________________________________________
 NW0643  GEOID HEIGHT-         -18.15  (meters)                     GEOID03
 NW0643  DYNAMIC HT  -        1238.106 (meters)    4062.02  (feet)  COMP
 NW0643  MODELED GRAV-     980,002.2   (mgal)                       NAVD 88
 NW0643
 NW0643  VERT ORDER  -  SECOND    CLASS 0
 NW0643
 NW0643.The horizontal coordinates were scaled from a topographic map and have
 NW0643.an estimated accuracy of +/- 6 seconds.
 NW0643
 NW0643.The orthometric height was determined by differential leveling
 NW0643.and adjusted in August 1995.
 NW0643
 NW0643.The geoid height was determined by GEOID03.
 NW0643
 NW0643.The dynamic height is computed by dividing the NAVD 88
 NW0643.geopotential number by the normal gravity value computed on the
 NW0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0643.degrees latitude (g = 980.6199 gals.).
 NW0643
 NW0643.The modeled gravity was interpolated from observed gravity values.
 NW0643
 NW0643;                    North         East    Units  Estimated Accuracy
 NW0643;SPC OR S     -    97,800.    1,733,710.      MT  (+/- 180 meters Scaled)
 NW0643
 NW0643                          SUPERSEDED SURVEY CONTROL
 NW0643
 NW0643.No superseded survey control is available for this station.
 NW0643
 NW0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH461067(NAD 83)
 NW0643_MARKER: DB = BENCH MARK DISK
 NW0643_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0643_SP_SET: COPPER-CLAD STEEL ROD
 NW0643_STAMPING: 39 BKC 1973 4061
 NW0643_MARK LOGO: USGS  
 NW0643_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0643_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0643_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0643+SATELLITE: SATELLITE OBSERVATIONS - 1973
 NW0643
 NW0643  HISTORY     - Date     Condition        Report By
 NW0643  HISTORY     - 1973     MONUMENTED       USGS
 NW0643
 NW0643                          STATION DESCRIPTION
 NW0643
 NW0643'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 NW0643'FROM BURNS JUNCTION, OREGON PROCEED 12.6 MILES SOUTH ALONG U S
 NW0643'HIGHWAY 95, THENCE 10.5 MILES EAST AND 3.3 MILES SOUTH ALONG A GRAVEL
 NW0643'ROAD, THENCE 1.7 MILES EASTERLY ALONG A TRACK ROAD, AT A DRAIN
 NW0643'CROSSING, NEAR THE BASE OF A SMALL RISE, 47 FEET EAST OF THE
 NW0643'CENTERLINE OF THE DRAIN, 23 FEET NORTHEAST OF THE CENTERLINE OF THE
 NW0643'ROAD, SET ON A 5/8-INCH COPPER-COATED ROD DRIVEN TO REFUSAL (ROD
 NW0643'DEPTH UNKNOWN) WITH THE TOP ENCASED IN 6-INCH DRAINPIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0310 ***********************************************************************
 NX0310  DESIGNATION -  39 FMK
 NX0310  PID         -  NX0310
 NX0310  STATE/COUNTY-  OR/HARNEY
 NX0310  USGS QUAD   -  KEG SPRS VALLEY EAST (1971)
 NX0310
 NX0310                         *CURRENT SURVEY CONTROL
 NX0310  ___________________________________________________________________
 NX0310* NAD 83(1986)-  42 58 28.     (N)    119 02 43.     (W)     SCALED    
 NX0310* NAVD 88     -      1501.125  (meters)    4924.94   (feet)  ADJUSTED  
 NX0310  ___________________________________________________________________
 NX0310  GEOID HEIGHT-         -19.19  (meters)                     GEOID03
 NX0310  DYNAMIC HT  -        1500.249 (meters)    4922.07  (feet)  COMP
 NX0310  MODELED GRAV-     979,983.8   (mgal)                       NAVD 88
 NX0310
 NX0310  VERT ORDER  -  SECOND    CLASS 0
 NX0310
 NX0310.The horizontal coordinates were scaled from a topographic map and have
 NX0310.an estimated accuracy of +/- 6 seconds.
 NX0310
 NX0310.The orthometric height was determined by differential leveling
 NX0310.and adjusted in August 1995.
 NX0310
 NX0310.The geoid height was determined by GEOID03.
 NX0310
 NX0310.The dynamic height is computed by dividing the NAVD 88
 NX0310.geopotential number by the normal gravity value computed on the
 NX0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0310.degrees latitude (g = 980.6199 gals.).
 NX0310
 NX0310.The modeled gravity was interpolated from observed gravity values.
 NX0310
 NX0310;                    North         East    Units  Estimated Accuracy
 NX0310;SPC OR S     -   146,300.    1,618,650.      MT  (+/- 180 meters Scaled)
 NX0310
 NX0310                          SUPERSEDED SURVEY CONTROL
 NX0310
 NX0310.No superseded survey control is available for this station.
 NX0310
 NX0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH332600(NAD 83)
 NX0310_MARKER: DB = BENCH MARK DISK
 NX0310_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NX0310_SP_SET: COPPER-CLAD STEEL ROD
 NX0310_STAMPING: 39 FMK 1970 4921
 NX0310_MARK LOGO: USGS  
 NX0310_PROJECTION: FLUSH
 NX0310_MAGNETIC: I = MARKER IS A STEEL ROD
 NX0310_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NX0310_ROD/PIPE-DEPTH: 1.52 meters
 NX0310
 NX0310  HISTORY     - Date     Condition        Report By
 NX0310  HISTORY     - 1970     MONUMENTED       USGS
 NX0310
 NX0310                          STATION DESCRIPTION
 NX0310
 NX0310'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NX0310'FROM THE BRIDGE OVER THE NARROWS, PROCEED 12.2 MILES SOUTH ALONG
 NX0310'STATE HIGHWAY 205, THENCE 19.1 MILES SOUTHWEST ALONG THE ROAD TO
 NX0310'FOSTER LAKE AND PLUSH, 103 FEET NORTHWEST OF OF THE NORTH END OF A
 NX0310'STEEL CULVERT, 50 FEET NORTH OF THE CENTERLINE OF THE ROAD, WITNESS
 NX0310'POST SET AT BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0355 ***********************************************************************
 NX0355  DESIGNATION -  39 LRC
 NX0355  PID         -  NX0355
 NX0355  STATE/COUNTY-  OR/HARNEY
 NX0355  USGS QUAD   -  CORPORATION RIM (1980)
 NX0355
 NX0355                         *CURRENT SURVEY CONTROL
 NX0355  ___________________________________________________________________
 NX0355* NAD 83(1986)-  42 49 05.     (N)    119 40 18.     (W)     SCALED    
 NX0355* NAVD 88     -      1375.948  (meters)    4514.26   (feet)  ADJUSTED  
 NX0355  ___________________________________________________________________
 NX0355  GEOID HEIGHT-         -19.90  (meters)                     GEOID03
 NX0355  DYNAMIC HT  -        1375.143 (meters)    4511.61  (feet)  COMP
 NX0355  MODELED GRAV-     979,988.0   (mgal)                       NAVD 88
 NX0355
 NX0355  VERT ORDER  -  SECOND    CLASS 0
 NX0355
 NX0355.The horizontal coordinates were scaled from a topographic map and have
 NX0355.an estimated accuracy of +/- 6 seconds.
 NX0355
 NX0355.The orthometric height was determined by differential leveling
 NX0355.and adjusted in August 1995.
 NX0355
 NX0355.The geoid height was determined by GEOID03.
 NX0355
 NX0355.The dynamic height is computed by dividing the NAVD 88
 NX0355.geopotential number by the normal gravity value computed on the
 NX0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0355.degrees latitude (g = 980.6199 gals.).
 NX0355
 NX0355.The modeled gravity was interpolated from observed gravity values.
 NX0355
 NX0355;                    North         East    Units  Estimated Accuracy
 NX0355;SPC OR S     -   128,230.    1,567,740.      MT  (+/- 180 meters Scaled)
 NX0355
 NX0355                          SUPERSEDED SURVEY CONTROL
 NX0355
 NX0355.No superseded survey control is available for this station.
 NX0355
 NX0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKH815440(NAD 83)
 NX0355_MARKER: DB = BENCH MARK DISK
 NX0355_SETTING: 66 = SET IN ROCK OUTCROP
 NX0355_SP_SET: ROCK OUTCROP
 NX0355_STAMPING: 39 LRC 1970 4510
 NX0355_MARK LOGO: USGS  
 NX0355_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NX0355_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NX0355+STABILITY: POSITION/ELEVATION WELL
 NX0355
 NX0355  HISTORY     - Date     Condition        Report By
 NX0355  HISTORY     - 1970     MONUMENTED       USGS
 NX0355
 NX0355                          STATION DESCRIPTION
 NX0355
 NX0355'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NX0355'FROM WAGONTIRE, OREGON, PROCEED 4.5 MILES SOUTHWEST ALONG U S HIGHWAY
 NX0355'395 TO DRY VALLEY ROAD, THENCE 29.7 MILES SOUTH ALONG DRY VALLEY ROAD
 NX0355'TO A ROAD FORK, THENCE 4.8 MILES SOUTH ALONG WARNER VALLEY ROAD TO A
 NX0355'CROSSROADS AT THE EDGE OF WARNER VALLEY, THENCE 0.8 MILE NORTHEAST
 NX0355'ALONG FOSTER LAKE ROAD, AT THE POINT OF A ROCK RIDGE, 38 FEET
 NX0355'NORTHWEST OF AND 2.5 FEET HIGHER THAN THE CENTERLINE OF THE ROAD, 3
 NX0355'FEET NORTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0587 ***********************************************************************
 RA0587  DESIGNATION -  39.13 RPPI
 RA0587  PID         -  RA0587
 RA0587  STATE/COUNTY-  OR/WALLOWA
 RA0587  USGS QUAD   -  HICKS SPRING (1990)
 RA0587
 RA0587                         *CURRENT SURVEY CONTROL
 RA0587  ___________________________________________________________________
 RA0587* NAD 83(1986)-  45 34 44.     (N)    117 15 21.     (W)     SCALED    
 RA0587* NAVD 88     -      1296.231  (meters)    4252.72   (feet)  POSTED    
 RA0587  ___________________________________________________________________
 RA0587  GEOID HEIGHT-         -16.38  (meters)                     GEOID03
 RA0587  DYNAMIC HT  -        1295.860 (meters)    4251.50  (feet)  COMP
 RA0587  MODELED GRAV-     980,288.2   (mgal)                       NAVD 88
 RA0587
 RA0587  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 RA0587
 RA0587.The horizontal coordinates were scaled from a topographic map and have
 RA0587.an estimated accuracy of +/- 6 seconds.
 RA0587
 RA0587.The orthometric height was determined by differential leveling
 RA0587.and adjusted by the  in 1992.
 RA0587.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 RA0587.rate of 2.1 thru 3.0 mm/km.
 RA0587
 RA0587.The geoid height was determined by GEOID03.
 RA0587
 RA0587.The dynamic height is computed by dividing the NAVD 88
 RA0587.geopotential number by the normal gravity value computed on the
 RA0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0587.degrees latitude (g = 980.6199 gals.).
 RA0587
 RA0587.The modeled gravity was interpolated from observed gravity values.
 RA0587
 RA0587;                    North         East    Units  Estimated Accuracy
 RA0587;SPC OR N     -   217,570.    2,753,120.      MT  (+/- 180 meters Scaled)
 RA0587
 RA0587                          SUPERSEDED SURVEY CONTROL
 RA0587
 RA0587  NGVD 29 (??/??/92) 1295.015  (m)         4248.73   (f) ADJ UNCH    2 0
 RA0587
 RA0587.Superseded values are not recommended for survey control.
 RA0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0587.See file dsdata.txt to determine how the superseded data were derived.
 RA0587
 RA0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML800472(NAD 83)
 RA0587_MARKER: B = BOLT
 RA0587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RA0587_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RA0587_STAMPING: R.P.P.I. 39.13
 RA0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0587+STABILITY: SURFACE MOTION
 RA0587
 RA0587  HISTORY     - Date     Condition        Report By
 RA0587  HISTORY     - UNK      MONUMENTED       ORDT
 RA0587  HISTORY     - 1946     GOOD             NGS
 RA0587  HISTORY     - 19870120 GOOD             USPSQD
 RA0587
 RA0587                          STATION DESCRIPTION
 RA0587
 RA0587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RA0587'11.7 MI N FROM ENTERPRISE.
 RA0587'ALONG STATE HIGHWAY 3 FROM THE COURTHOUSE AT ENTERPRISE.  ABOUT 30
 RA0587'YARDS SOUTHWEST OF A CUT.  ABOUT 20 YARDS NORTH OF A GROUP OF TREES IN
 RA0587'A FIELD.  30 FEET WEST OF THE CENTER LINE OF THE HIGHWAY.  4 FEET
 RA0587'BELOW THE LEVEL OF THE HIGHWAY.  ALONG A RIGHT-OF-WAY FENCE.  FLUSH
 RA0587'WITH THE GROUND AND SET IN A CONCRETE POST.
 RA0587
 RA0587                          STATION RECOVERY (1987)
 RA0587
 RA0587'RECOVERY NOTE BY US POWER SQUADRON 1987 (DEK)
 RA0587'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1014 ***********************************************************************
 QD1014  DESIGNATION -  3907
 QD1014  PID         -  QD1014
 QD1014  STATE/COUNTY-  OR/DESCHUTES
 QD1014  USGS QUAD   -  BLACK CRATER (1988)
 QD1014
 QD1014                         *CURRENT SURVEY CONTROL
 QD1014  ___________________________________________________________________
 QD1014* NAD 83(1986)-  44 18 29.     (N)    121 41 47.     (W)     SCALED    
 QD1014* NAVD 88     -      1192.127  (meters)    3911.17   (feet)  POSTED    
 QD1014  ___________________________________________________________________
 QD1014  GEOID HEIGHT-         -21.09  (meters)                     GEOID03
 QD1014  DYNAMIC HT  -        1191.660 (meters)    3909.64  (feet)  COMP
 QD1014  MODELED GRAV-     980,186.2   (mgal)                       NAVD 88
 QD1014
 QD1014  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 QD1014
 QD1014.The horizontal coordinates were scaled from a topographic map and have
 QD1014.an estimated accuracy of +/- 6 seconds.
 QD1014
 QD1014.The orthometric height was determined by differential leveling
 QD1014.and adjusted by the  in 1992.
 QD1014.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 QD1014.rate of 1.1 thru 2.0 mm/km.
 QD1014
 QD1014.The geoid height was determined by GEOID03.
 QD1014
 QD1014.The dynamic height is computed by dividing the NAVD 88
 QD1014.geopotential number by the normal gravity value computed on the
 QD1014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1014.degrees latitude (g = 980.6199 gals.).
 QD1014
 QD1014.The modeled gravity was interpolated from observed gravity values.
 QD1014
 QD1014;                    North         East    Units  Estimated Accuracy
 QD1014;SPC OR S     -   294,120.    1,404,530.      MT  (+/- 180 meters Scaled)
 QD1014
 QD1014                          SUPERSEDED SURVEY CONTROL
 QD1014
 QD1014  NGVD 29 (??/??/92) 1190.922  (m)         3907.22   (f) ADJ UNCH    1 2
 QD1014
 QD1014.Superseded values are not recommended for survey control.
 QD1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1014.See file dsdata.txt to determine how the superseded data were derived.
 QD1014
 QD1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ039069(NAD 83)
 QD1014_MARKER: Q = CHISELED SQUARE
 QD1014_SETTING: 0 = UNSPECIFIED SETTING
 QD1014_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD1014
 QD1014  HISTORY     - Date     Condition        Report By
 QD1014  HISTORY     - UNK      MONUMENTED       USGS
 QD1014  HISTORY     - 1943     GOOD             NGS
 QD1014
 QD1014                          STATION DESCRIPTION
 QD1014
 QD1014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QD1014'7.9 MI W FROM SISTERS.
 QD1014'ABOUT 7.9 MILES WEST ALONG U.S. HIGHWAY 28 FROM THE POST OFFICE AT
 QD1014'SISTERS, DESCHUTES COUNTY, 0.2 MILE WEST OF A SHARP TURN, 40.0 FEET
 QD1014'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 5.0 FEET SOUTHEAST OF A
 QD1014'WHITE REFERENCE POST, A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0381 ***********************************************************************
 QC0381  DESIGNATION -  3908
 QC0381  PID         -  QC0381
 QC0381  STATE/COUNTY-  OR/GRANT
 QC0381  USGS QUAD   -  IZEE (1990)
 QC0381
 QC0381                         *CURRENT SURVEY CONTROL
 QC0381  ___________________________________________________________________
 QC0381* NAD 83(1986)-  44 06 51.     (N)    119 29 22.     (W)     SCALED    
 QC0381* NAVD 88     -      1192.236  (meters)    3911.53   (feet)  ADJUSTED  
 QC0381  ___________________________________________________________________
 QC0381  GEOID HEIGHT-         -18.63  (meters)                     GEOID03
 QC0381  DYNAMIC HT  -        1191.725 (meters)    3909.85  (feet)  COMP
 QC0381  MODELED GRAV-     980,149.4   (mgal)                       NAVD 88
 QC0381
 QC0381  VERT ORDER  -  SECOND    CLASS 0
 QC0381
 QC0381.The horizontal coordinates were scaled from a topographic map and have
 QC0381.an estimated accuracy of +/- 6 seconds.
 QC0381
 QC0381.The orthometric height was determined by differential leveling
 QC0381.and adjusted in June 1991.
 QC0381
 QC0381.The geoid height was determined by GEOID03.
 QC0381
 QC0381.The dynamic height is computed by dividing the NAVD 88
 QC0381.geopotential number by the normal gravity value computed on the
 QC0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0381.degrees latitude (g = 980.6199 gals.).
 QC0381
 QC0381.The modeled gravity was interpolated from observed gravity values.
 QC0381
 QC0381;                    North         East    Units  Estimated Accuracy
 QC0381;SPC OR N     -    50,240.    2,580,900.      MT  (+/- 180 meters Scaled)
 QC0381
 QC0381                          SUPERSEDED SURVEY CONTROL
 QC0381
 QC0381  NGVD 29 (??/??/92) 1191.037  (m)         3907.59   (f) ADJ UNCH    2 0
 QC0381
 QC0381.Superseded values are not recommended for survey control.
 QC0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0381.See file dsdata.txt to determine how the superseded data were derived.
 QC0381
 QC0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ007875(NAD 83)
 QC0381_MARKER: R = RIVET
 QC0381_SETTING: 80 = SET IN A BOULDER
 QC0381_SP_SET: BOULDER
 QC0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0381+STABILITY: SURFACE MOTION
 QC0381
 QC0381  HISTORY     - Date     Condition        Report By
 QC0381  HISTORY     - UNK      MONUMENTED       USGS
 QC0381  HISTORY     - 1934     GOOD             NGS
 QC0381
 QC0381                          STATION DESCRIPTION
 QC0381
 QC0381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QC0381'IN KEERINS RANCH.
 QC0381'4.9 MILES WEST OF THE TURN-OFF TO POST OFFICE AT IZEE RANCH-SUPLEE
 QC0381'ROAD, 30 YARDS NORTHEAST OF LARGE SHED, 11 YARDS SOUTHWEST OF CORNER
 QC0381'OF RAIL FENCE AND WIRE FENCE, 30 FEET NORTH OF CENTER OF ROAD, 25
 QC0381'YARDS WEST OF CREEK, AND ABOUT 6 FEET ABOVE ROAD GRADE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0150 ***********************************************************************
 NZ0150  DESIGNATION -  3922
 NZ0150  PID         -  NZ0150
 NZ0150  STATE/COUNTY-  OR/JACKSON
 NZ0150  USGS QUAD   -  MT ASHLAND (1983)
 NZ0150
 NZ0150                         *CURRENT SURVEY CONTROL
 NZ0150  ___________________________________________________________________
 NZ0150* NAD 83(1986)-  42 03 55.     (N)    122 38 05.     (W)     SCALED    
 NZ0150* NAVD 88     -      1196.889  (meters)    3926.79   (feet)  POSTED    
 NZ0150  ___________________________________________________________________
 NZ0150  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 NZ0150  DYNAMIC HT  -        1196.200 (meters)    3924.53  (feet)  COMP
 NZ0150  MODELED GRAV-     980,002.3   (mgal)                       NAVD 88
 NZ0150
 NZ0150  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 NZ0150
 NZ0150.The horizontal coordinates were scaled from a topographic map and have
 NZ0150.an estimated accuracy of +/- 6 seconds.
 NZ0150
 NZ0150.The orthometric height was determined by differential leveling
 NZ0150.and adjusted by the  in 1992.
 NZ0150.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 NZ0150.rate of 1.1 thru 2.0 mm/km.
 NZ0150
 NZ0150.The geoid height was determined by GEOID03.
 NZ0150
 NZ0150.The dynamic height is computed by dividing the NAVD 88
 NZ0150.geopotential number by the normal gravity value computed on the
 NZ0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0150.degrees latitude (g = 980.6199 gals.).
 NZ0150
 NZ0150.The modeled gravity was interpolated from observed gravity values.
 NZ0150
 NZ0150;                    North         East    Units  Estimated Accuracy
 NZ0150;SPC OR S     -    46,530.    1,323,320.      MT  (+/- 180 meters Scaled)
 NZ0150
 NZ0150                          SUPERSEDED SURVEY CONTROL
 NZ0150
 NZ0150  NGVD 29 (??/??/92) 1195.766  (m)         3923.11   (f) ADJ UNCH    1 2
 NZ0150
 NZ0150.Superseded values are not recommended for survey control.
 NZ0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0150.See file dsdata.txt to determine how the superseded data were derived.
 NZ0150
 NZ0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM302570(NAD 83)
 NZ0150_MARKER: P = PIPE CAP
 NZ0150_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NZ0150_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NZ0150_STAMPING: 3922 B 1903
 NZ0150_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0150
 NZ0150  HISTORY     - Date     Condition        Report By
 NZ0150  HISTORY     - 1903     MONUMENTED       USGS
 NZ0150  HISTORY     - 1954     GOOD             NGS
 NZ0150
 NZ0150                          STATION DESCRIPTION
 NZ0150
 NZ0150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NZ0150'1.7 MI SW FROM SISKIYOU.
 NZ0150'1.7 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 NZ0150'THE STATION AT SISKIYOU, 1.25 MILES NORTHEAST OF THE ROAD CROSSING AT
 NZ0150'COLESTIN, 0.3 MILE NORTHEAST OF MILEPOLE 410, 40.6 FEET SOUTHEAST OF
 NZ0150'THE SOUTHEAST RAIL, 35.5 FEET EAST OF THE CENTER OF THE SOUTHEAST
 NZ0150'CONCRETE HEAD WALL OF CULVERT 410.34, 30 1/2 FEET SOUTHWEST OF A
 NZ0150'TELEGRAPH POLE, 11 FEET NORTHEAST OF THE APPROXIMATE CENTER OF A SMALL
 NZ0150'DRAIN DITCH, ABOUT 1 FOOT LOWER THAN THE TRACK, AND RIVETED TO THE TOP
 NZ0150'OF A 3 1/2-INCH IRON PIPE PROJECTING 0.3 FOOT ABOVE THE GROUND. NOTE--
 NZ0150'SOME ROCKS HAVE BEEN PLACED AROUND THE PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0196 ***********************************************************************
 QE0196  DESIGNATION -  3924
 QE0196  PID         -  QE0196
 QE0196  STATE/COUNTY-  OR/LINN
 QE0196  USGS QUAD   -  ECHO MOUNTAIN (1994)
 QE0196
 QE0196                         *CURRENT SURVEY CONTROL
 QE0196  ___________________________________________________________________
 QE0196* NAD 83(1986)-  44 23 43.     (N)    122 07 18.     (W)     SCALED    
 QE0196* NAVD 88     -      1197.328  (meters)    3928.23   (feet)  POSTED    
 QE0196  ___________________________________________________________________
 QE0196  GEOID HEIGHT-         -21.76  (meters)                     GEOID03
 QE0196  DYNAMIC HT  -        1196.890 (meters)    3926.80  (feet)  COMP
 QE0196  MODELED GRAV-     980,207.6   (mgal)                       NAVD 88
 QE0196
 QE0196  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 QE0196
 QE0196.The horizontal coordinates were scaled from a topographic map and have
 QE0196.an estimated accuracy of +/- 6 seconds.
 QE0196
 QE0196.The orthometric height was determined by differential leveling
 QE0196.and adjusted by the  in 1992.
 QE0196.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 QE0196.was located on a no-check spur therefore a value was not computed.
 QE0196.No vertical observational check was made to the station.
 QE0196
 QE0196.The geoid height was determined by GEOID03.
 QE0196
 QE0196.The dynamic height is computed by dividing the NAVD 88
 QE0196.geopotential number by the normal gravity value computed on the
 QE0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0196.degrees latitude (g = 980.6199 gals.).
 QE0196
 QE0196.The modeled gravity was interpolated from observed gravity values.
 QE0196
 QE0196;                    North         East    Units  Estimated Accuracy
 QE0196;SPC OR N     -    82,260.    2,370,810.      MT  (+/- 180 meters Scaled)
 QE0196
 QE0196                          SUPERSEDED SURVEY CONTROL
 QE0196
 QE0196  NGVD 29 (??/??/92) 1196.133  (m)         3924.31   (f) ADJ UNCH    1 2
 QE0196
 QE0196.Superseded values are not recommended for survey control.
 QE0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0196.See file dsdata.txt to determine how the superseded data were derived.
 QE0196
 QE0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ699161(NAD 83)
 QE0196_MARKER: Q = CHISELED SQUARE
 QE0196_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QE0196_SP_SET: TREE
 QE0196_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0196
 QE0196  HISTORY     - Date     Condition        Report By
 QE0196  HISTORY     - UNK      MONUMENTED       USGS
 QE0196  HISTORY     - 1941     GOOD             NGS
 QE0196
 QE0196                          STATION DESCRIPTION
 QE0196
 QE0196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QE0196'9.3 MI W FROM SANTIAM JUNCTION.
 QE0196'9.3 MILES WEST ALONG THE SOUTH SANTIAM HIGHWAY (U.S. 20) FROM THE
 QE0196'SOUTHWEST JUNCTION OF THE NORTH SANTIAM HIGHWAY AT SANTIAM JUNCTION,
 QE0196'LINN COUNTY, ABOUT 170 FEET SOUTH OF THE HIGHWAY, ON THE OLD SANTIAM
 QE0196'ROAD, 8 FEET SOUTH OF THE SOUTHWEST CORNER OF A LOG BRIDGE OVER
 QE0196'HACKLEMAN CREEK, ON A SMALL BOULDER, AND WEST OF A 12-INCH MARKED
 QE0196'HEMLOCK TREE.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1286 ***********************************************************************
 RC1286  DESIGNATION -  3929
 RC1286  PID         -  RC1286
 RC1286  STATE/COUNTY-  OR/CLACKAMAS
 RC1286  USGS QUAD   -  MOUNT HOOD SOUTH (1980)
 RC1286
 RC1286                         *CURRENT SURVEY CONTROL
 RC1286  ___________________________________________________________________
 RC1286* NAD 83(1986)-  45 18 02.     (N)    121 44 06.     (W)     SCALED    
 RC1286* NAVD 88     -      1198.854  (meters)    3933.24   (feet)  ADJUSTED  
 RC1286  ___________________________________________________________________
 RC1286  GEOID HEIGHT-         -20.79  (meters)                     GEOID03
 RC1286  DYNAMIC HT  -        1198.531 (meters)    3932.18  (feet)  COMP
 RC1286  MODELED GRAV-     980,305.5   (mgal)                       NAVD 88
 RC1286
 RC1286  VERT ORDER  -  SECOND    CLASS 0
 RC1286
 RC1286.The horizontal coordinates were scaled from a topographic map and have
 RC1286.an estimated accuracy of +/- 6 seconds.
 RC1286
 RC1286.The orthometric height was determined by differential leveling
 RC1286.and adjusted in June 1991.
 RC1286
 RC1286.The geoid height was determined by GEOID03.
 RC1286
 RC1286.The dynamic height is computed by dividing the NAVD 88
 RC1286.geopotential number by the normal gravity value computed on the
 RC1286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1286.degrees latitude (g = 980.6199 gals.).
 RC1286
 RC1286.The modeled gravity was interpolated from observed gravity values.
 RC1286
 RC1286;                    North         East    Units  Estimated Accuracy
 RC1286;SPC OR N     -   182,300.    2,403,150.      MT  (+/- 180 meters Scaled)
 RC1286
 RC1286                          SUPERSEDED SURVEY CONTROL
 RC1286
 RC1286  NGVD 29 (??/??/92) 1197.704  (m)         3929.47   (f) ADJ UNCH    2 0
 RC1286
 RC1286.Superseded values are not recommended for survey control.
 RC1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1286.See file dsdata.txt to determine how the superseded data were derived.
 RC1286
 RC1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER991171(NAD 83)
 RC1286_MARKER: Q = CHISELED SQUARE
 RC1286_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RC1286_SP_SET: CULVERT
 RC1286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC1286
 RC1286  HISTORY     - Date     Condition        Report By
 RC1286  HISTORY     - UNK      MONUMENTED       USGS
 RC1286  HISTORY     - 1947     GOOD             NGS
 RC1286  HISTORY     - 1985     GOOD             USPSQD
 RC1286
 RC1286                          STATION DESCRIPTION
 RC1286
 RC1286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 RC1286'1.5 MI E FROM GOVERNMENT CAMP.
 RC1286'1.5 MILES EAST ALONG STATE HIGHWAY 50 FROM THE BATTLE AXE INN AT
 RC1286'GOVERNMENT CAMP, ABOUT 75 YARDS NORTHEAST AND ACROSS THE HIGHWAY FROM
 RC1286'A GRAVEL ROAD LEADING SOUTH TO STILL CREEK CAMP, ON THE TOP OF THE
 RC1286'NORTH CONCRETE STONE MASONRY HEADWALL OF A 36-INCH CORRUGATED METAL
 RC1286'PIPE CULVERT UNDER OLD HIGHWAY, AND 2.5 FEET EAST OF THE WEST END OF
 RC1286'THE NORTH HEADWALL, A CHISELED SQUARE.
 RC1286
 RC1286                          STATION RECOVERY (1985)
 RC1286
 RC1286'RECOVERY NOTE BY US POWER SQUADRON 1985
 RC1286'HIGHWAY 50 IS HIGHWAY 26 NOW AND 4-LANES AND THIS INTERSECTION IS
 RC1286'VERY LARGE. IT APPEARS THAT THE OLD HWY. LEAD NORTHEAST FROM THIS
 RC1286'INTERSECTION, THUS THIS STATION IS ABOUT 75 YDS. NORTHEAST ON OLD
 RC1286'ROAD FROM NORTHEAST EDGE OF HIGHWAY 26 AT A JUNCTION OF THE ROAD
 RC1286'LEADING TO STILL CREEK ABOUT 1.06 MILES EAST ON HIGHWAY 26 FROM THE
 RC1286'CASCADE SKE CLUB (LOCATION OF FORMER BATTLE AXE INN) AT GOV'T CAMP.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0407 ***********************************************************************
 QC0407  DESIGNATION -  3933
 QC0407  PID         -  QC0407
 QC0407  STATE/COUNTY-  OR/CROOK
 QC0407  USGS QUAD   -  ANGELL BUTTE (1981)
 QC0407
 QC0407                         *CURRENT SURVEY CONTROL
 QC0407  ___________________________________________________________________
 QC0407* NAD 83(1986)-  44 06 38.     (N)    119 50 13.     (W)     SCALED    
 QC0407* NAVD 88     -      1199.973  (meters)    3936.91   (feet)  ADJUSTED  
 QC0407  ___________________________________________________________________
 QC0407  GEOID HEIGHT-         -19.12  (meters)                     GEOID03
 QC0407  DYNAMIC HT  -        1199.466 (meters)    3935.25  (feet)  COMP
 QC0407  MODELED GRAV-     980,154.7   (mgal)                       NAVD 88
 QC0407
 QC0407  VERT ORDER  -  FIRST     CLASS II
 QC0407
 QC0407.The horizontal coordinates were scaled from a topographic map and have
 QC0407.an estimated accuracy of +/- 6 seconds.
 QC0407
 QC0407.The orthometric height was determined by differential leveling
 QC0407.and adjusted in June 1991.
 QC0407
 QC0407.The geoid height was determined by GEOID03.
 QC0407
 QC0407.The dynamic height is computed by dividing the NAVD 88
 QC0407.geopotential number by the normal gravity value computed on the
 QC0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0407.degrees latitude (g = 980.6199 gals.).
 QC0407
 QC0407.The modeled gravity was interpolated from observed gravity values.
 QC0407
 QC0407;                    North         East    Units  Estimated Accuracy
 QC0407;SPC OR S     -   271,700.    1,553,080.      MT  (+/- 180 meters Scaled)
 QC0407
 QC0407                          SUPERSEDED SURVEY CONTROL
 QC0407
 QC0407  NGVD 29 (??/??/92) 1198.787  (m)         3933.02   (f) ADJ UNCH    1 2
 QC0407
 QC0407.Superseded values are not recommended for survey control.
 QC0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0407.See file dsdata.txt to determine how the superseded data were derived.
 QC0407
 QC0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKJ729880(NAD 83)
 QC0407_MARKER: P = PIPE CAP
 QC0407_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QC0407_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QC0407_STAMPING: 3933.006 H 1903
 QC0407_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QC0407
 QC0407  HISTORY     - Date     Condition        Report By
 QC0407  HISTORY     - 1903     MONUMENTED       USGS
 QC0407  HISTORY     - 1936     GOOD             NGS
 QC0407
 QC0407                          STATION DESCRIPTION
 QC0407
 QC0407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 QC0407'7.0 MI SE FROM PAULINA.
 QC0407'ABOUT 7.0 MILES S.E. OF PAULINA, CROOK COUNTY, AND ABOUT 3.4 MILES
 QC0407'NORTH OF THE OLD ANGELL RANCH, ALONG THE PAULINA-BURNS ROAD, AT THE
 QC0407'TOP OF A HILL, 1/2 MILE N.W. OF RANCH HOUSE (IN A RAVINE) PAINTED
 QC0407'YELLOW, 400 YARDS S.W. OF BLUFFS BETWEEN WHICH A VIEW OF A VERY LONG
 QC0407'VALLEY MAY BE SEEN, ABOUT 100 YARDS NORTH OF THE JUNCTION OF OLD AND
 QC0407'NEW ROADS, 125 FEET WEST OF CENTERLINE OF THE NEW ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0799 ***********************************************************************
 RC0799  DESIGNATION -  395
 RC0799  PID         -  RC0799
 RC0799  STATE/COUNTY-  OR/WASCO
 RC0799  USGS QUAD   -  PETERSBURG (1994)
 RC0799
 RC0799                         *CURRENT SURVEY CONTROL
 RC0799  ___________________________________________________________________
 RC0799* NAD 83(1986)-  45 34 56.     (N)    121 03 49.     (W)     SCALED    
 RC0799* NAVD 88     -       121.383  (meters)     398.24   (feet)  ADJUSTED  
 RC0799  ___________________________________________________________________
 RC0799  GEOID HEIGHT-         -21.43  (meters)                     GEOID03
 RC0799  DYNAMIC HT  -         121.379 (meters)     398.22  (feet)  COMP
 RC0799  MODELED GRAV-     980,585.9   (mgal)                       NAVD 88
 RC0799
 RC0799  VERT ORDER  -  SECOND    CLASS 0
 RC0799
 RC0799.The horizontal coordinates were scaled from a topographic map and have
 RC0799.an estimated accuracy of +/- 6 seconds.
 RC0799
 RC0799.The orthometric height was determined by differential leveling
 RC0799.and adjusted in June 1991.
 RC0799
 RC0799.The geoid height was determined by GEOID03.
 RC0799
 RC0799.The dynamic height is computed by dividing the NAVD 88
 RC0799.geopotential number by the normal gravity value computed on the
 RC0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0799.degrees latitude (g = 980.6199 gals.).
 RC0799
 RC0799.The modeled gravity was interpolated from observed gravity values.
 RC0799
 RC0799;                    North         East    Units  Estimated Accuracy
 RC0799;SPC OR N     -   213,020.    2,456,020.      MT  (+/- 180 meters Scaled)
 RC0799
 RC0799                          SUPERSEDED SURVEY CONTROL
 RC0799
 RC0799  NGVD 29 (??/??/92)  120.381  (m)          394.95   (f) ADJ UNCH    2 0
 RC0799
 RC0799.Superseded values are not recommended for survey control.
 RC0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0799.See file dsdata.txt to determine how the superseded data were derived.
 RC0799
 RC0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR510494(NAD 83)
 RC0799_MARKER: Q = CHISELED SQUARE
 RC0799_SETTING: 80 = SET IN A BOULDER
 RC0799_SP_SET: BEDROCK
 RC0799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0799+STABILITY: SURFACE MOTION
 RC0799
 RC0799  HISTORY     - Date     Condition        Report By
 RC0799  HISTORY     - UNK      MONUMENTED       ORDT
 RC0799  HISTORY     - 1961     GOOD             NGS
 RC0799  HISTORY     - 1985     GOOD             USPSQD
 RC0799
 RC0799                          STATION DESCRIPTION
 RC0799
 RC0799'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RC0799'8 MI ESE FROM THE DALLES.
 RC0799'FROM THE POST OFFICE AT THE DALLES GO EAST ON U.S. HIGHWAY 30 FOR 3.0
 RC0799'MILES TO A Y ROAD FORK, KEEP RIGHT, GO SOUTHEAST ON THE OLD THE
 RC0799'DALLES-CALIFORNIA HIGHWAY FOR 4.9 MILES TO A STREAM FLOWING IN FROM
 RC0799'THE EAST OVER EXPOSED BEDROCK.  A CHISELED SQUARE IS ON THE EAST HEAD
 RC0799'WALL NEAR THE NORTH END.
 RC0799
 RC0799                          STATION RECOVERY (1985)
 RC0799
 RC0799'RECOVERY NOTE BY US POWER SQUADRON 1985
 RC0799'NEW DESC. ABOUT 4.9 MILES SOUTH ALONG THE 'DUFUR HIGHWAY' (FORMERLY
 RC0799'OREGON 23) AT A DRY BEDROCK STREAM BED LEADING IN FROM THE EAST AND
 RC0799'ON THE NORTHEAST END OF A BOX CULVERT. A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0550 ***********************************************************************
 PA0550  DESIGNATION -  3957
 PA0550  PID         -  PA0550
 PA0550  STATE/COUNTY-  OR/MALHEUR
 PA0550  USGS QUAD   -  DE ARMOND MOUNTAIN (1990)
 PA0550
 PA0550                         *CURRENT SURVEY CONTROL
 PA0550  ___________________________________________________________________
 PA0550* NAD 83(1986)-  43 59 42.     (N)    118 06 42.     (W)     SCALED    
 PA0550* NAVD 88     -      1209.613  (meters)    3968.54   (feet)  ADJUSTED  
 PA0550  ___________________________________________________________________
 PA0550  GEOID HEIGHT-         -17.89  (meters)                     GEOID03
 PA0550  DYNAMIC HT  -        1209.082 (meters)    3966.80  (feet)  COMP
 PA0550  MODELED GRAV-     980,138.3   (mgal)                       NAVD 88
 PA0550
 PA0550  VERT ORDER  -  FIRST     CLASS II
 PA0550
 PA0550.The horizontal coordinates were scaled from a topographic map and have
 PA0550.an estimated accuracy of +/- 6 seconds.
 PA0550
 PA0550.The orthometric height was determined by differential leveling
 PA0550.and adjusted in June 1991.
 PA0550
 PA0550.The geoid height was determined by GEOID03.
 PA0550
 PA0550.The dynamic height is computed by dividing the NAVD 88
 PA0550.geopotential number by the normal gravity value computed on the
 PA0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0550.degrees latitude (g = 980.6199 gals.).
 PA0550
 PA0550.The modeled gravity was interpolated from observed gravity values.
 PA0550
 PA0550;                    North         East    Units  Estimated Accuracy
 PA0550;SPC OR S     -   261,380.    1,691,550.      MT  (+/- 180 meters Scaled)
 PA0550
 PA0550                          SUPERSEDED SURVEY CONTROL
 PA0550
 PA0550  NGVD 29 (??/??/92) 1208.45   (m)         3964.7    (f) COMPUTED    1 2
 PA0550
 PA0550.Superseded values are not recommended for survey control.
 PA0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0550.See file dsdata.txt to determine how the superseded data were derived.
 PA0550
 PA0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ108719(NAD 83)
 PA0550_MARKER: P = PIPE CAP
 PA0550_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PA0550_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PA0550_STAMPING: 3965.165 H 1903
 PA0550_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PA0550
 PA0550  HISTORY     - Date     Condition        Report By
 PA0550  HISTORY     - 1903     MONUMENTED       USGS
 PA0550  HISTORY     - 1944     GOOD             NGS
 PA0550
 PA0550                          STATION DESCRIPTION
 PA0550
 PA0550'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 PA0550'8.0 MI NE FROM BEULAH.
 PA0550'8.0 MILES NORTHEAST ALONG THE BEULAH-WESTFALL ROAD FROM THE POST
 PA0550'OFFICE AT BEULAH, ON THE EAST SLOPE OF HILL, ABOUT 300 FEET NORTH OF A
 PA0550'SLIGHT CURVE IN THE ROAD, 21.2 FEET WEST OF CENTER-LINE OF ROAD, 2.7
 PA0550'FEET EAST OF REFERENCE POST.  A U.S.G.S. BENCH MARK CAP RIVETED ON TOP
 PA0550'A 3 1/2-INCH IRON PIPE AND PROJECTING ABOUT 3 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1210 ***********************************************************************
 QD1210  DESIGNATION -  3960
 QD1210  PID         -  QD1210
 QD1210  STATE/COUNTY-  OR/CLACKAMAS
 QD1210  USGS QUAD   -  PINHEAD BUTTES (1997)
 QD1210
 QD1210                         *CURRENT SURVEY CONTROL
 QD1210  ___________________________________________________________________
 QD1210* NAD 83(1986)-  44 57 50.     (N)    121 47 38.     (W)     SCALED    
 QD1210* NAVD 88     -      1208.289  (meters)    3964.19   (feet)  ADJUSTED  
 QD1210  ___________________________________________________________________
 QD1210  GEOID HEIGHT-         -21.10  (meters)                     GEOID03
 QD1210  DYNAMIC HT  -        1207.928 (meters)    3963.01  (feet)  COMP
 QD1210  MODELED GRAV-     980,275.5   (mgal)                       NAVD 88
 QD1210
 QD1210  VERT ORDER  -  SECOND    CLASS 0
 QD1210
 QD1210.The horizontal coordinates were scaled from a topographic map and have
 QD1210.an estimated accuracy of +/- 6 seconds.
 QD1210
 QD1210.The orthometric height was determined by differential leveling
 QD1210.and adjusted in June 1991.
 QD1210
 QD1210.The geoid height was determined by GEOID03.
 QD1210
 QD1210.The dynamic height is computed by dividing the NAVD 88
 QD1210.geopotential number by the normal gravity value computed on the
 QD1210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1210.degrees latitude (g = 980.6199 gals.).
 QD1210
 QD1210.The modeled gravity was interpolated from observed gravity values.
 QD1210
 QD1210;                    North         East    Units  Estimated Accuracy
 QD1210;SPC OR N     -   144,970.    2,397,930.      MT  (+/- 180 meters Scaled)
 QD1210
 QD1210                          SUPERSEDED SURVEY CONTROL
 QD1210
 QD1210  NGVD 29 (??/??/92) 1207.149  (m)         3960.45   (f) ADJ UNCH    2 0
 QD1210
 QD1210.Superseded values are not recommended for survey control.
 QD1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1210.See file dsdata.txt to determine how the superseded data were derived.
 QD1210
 QD1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ951796(NAD 83)
 QD1210_MARKER: N = NAIL
 QD1210_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QD1210_SP_SET: FIR TREE
 QD1210_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD1210
 QD1210  HISTORY     - Date     Condition        Report By
 QD1210  HISTORY     - UNK      MONUMENTED
 QD1210  HISTORY     - 1943     GOOD             NGS
 QD1210
 QD1210                          STATION DESCRIPTION
 QD1210
 QD1210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QD1210'12.2 MI N FROM OLALLIE LAKE GUARD STATION.
 QD1210'ABOUT 12.2 MILES NORTH ALONG THE OREGON SKYLINE ROAD FROM OLALLIE LAKE
 QD1210'GUARD STATION, JEFFERSON COUNTY, 0.2 MILE SOUTH OF MILEPOST 22, SET IN
 QD1210'THE BASE OF A 24-INCH FIR TREE, 58.0 FEET SOUTH OF BENCH MARK N 2
 QD1210'(USFS) 25.0 FEET WEST OF THE CENTER LINE OF THE ROAD.  A COPPER NAIL
 QD1210'AND WASHER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0409 ***********************************************************************
 QC0409  DESIGNATION -  3963
 QC0409  PID         -  QC0409
 QC0409  STATE/COUNTY-  OR/CROOK
 QC0409  USGS QUAD   -  ANGELL BUTTE (1981)
 QC0409
 QC0409                         *CURRENT SURVEY CONTROL
 QC0409  ___________________________________________________________________
 QC0409* NAD 83(1986)-  44 04 12.     (N)    119 49 02.     (W)     SCALED    
 QC0409* NAVD 88     -      1211.615  (meters)    3975.11   (feet)  ADJUSTED  
 QC0409  ___________________________________________________________________
 QC0409  GEOID HEIGHT-         -19.09  (meters)                     GEOID03
 QC0409  DYNAMIC HT  -        1211.099 (meters)    3973.41  (feet)  COMP
 QC0409  MODELED GRAV-     980,151.2   (mgal)                       NAVD 88
 QC0409
 QC0409  VERT ORDER  -  FIRST     CLASS II
 QC0409
 QC0409.The horizontal coordinates were scaled from a topographic map and have
 QC0409.an estimated accuracy of +/- 6 seconds.
 QC0409
 QC0409.The orthometric height was determined by differential leveling
 QC0409.and adjusted in June 1991.
 QC0409
 QC0409.The geoid height was determined by GEOID03.
 QC0409
 QC0409.The dynamic height is computed by dividing the NAVD 88
 QC0409.geopotential number by the normal gravity value computed on the
 QC0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0409.degrees latitude (g = 980.6199 gals.).
 QC0409
 QC0409.The modeled gravity was interpolated from observed gravity values.
 QC0409
 QC0409;                    North         East    Units  Estimated Accuracy
 QC0409;SPC OR S     -   267,210.    1,554,700.      MT  (+/- 180 meters Scaled)
 QC0409
 QC0409                          SUPERSEDED SURVEY CONTROL
 QC0409
 QC0409  NGVD 29 (??/??/92) 1210.431  (m)         3971.22   (f) ADJ UNCH    1 2
 QC0409
 QC0409.Superseded values are not recommended for survey control.
 QC0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0409.See file dsdata.txt to determine how the superseded data were derived.
 QC0409
 QC0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKJ743835(NAD 83)
 QC0409_MARKER: P = PIPE CAP
 QC0409_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QC0409_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QC0409_STAMPING: 3963 H 1903
 QC0409_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QC0409
 QC0409  HISTORY     - Date     Condition        Report By
 QC0409  HISTORY     - 1903     MONUMENTED       USGS
 QC0409  HISTORY     - 1934     GOOD             NGS
 QC0409
 QC0409                          STATION DESCRIPTION
 QC0409
 QC0409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QC0409'IN ANGELL RANCH.
 QC0409'ALONG THE SUPLEE-PAULINA ROAD, IN FRONT OF RANCH HOUSE, 15 FEET SOUTH
 QC0409'OF GATE, 1 FOOT FROM FENCE, BRONZE CAP RIVETED TO IRON POST, AND
 QC0409'CONCRETED TO CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0353 ***********************************************************************
 QD0353  DESIGNATION -  3975
 QD0353  PID         -  QD0353
 QD0353  STATE/COUNTY-  OR/CROOK
 QD0353  USGS QUAD   -  GRIZZLY MTN (1992)
 QD0353
 QD0353                         *CURRENT SURVEY CONTROL
 QD0353  ___________________________________________________________________
 QD0353* NAD 83(1986)-  44 27 07.     (N)    120 54 11.     (W)     SCALED    
 QD0353* NAVD 88     -      1215.037  (meters)    3986.33   (feet)  ADJUSTED  
 QD0353  ___________________________________________________________________
 QD0353  GEOID HEIGHT-         -20.41  (meters)                     GEOID03
 QD0353  DYNAMIC HT  -        1214.615 (meters)    3984.95  (feet)  COMP
 QD0353  MODELED GRAV-     980,227.4   (mgal)                       NAVD 88
 QD0353
 QD0353  VERT ORDER  -  FIRST     CLASS II
 QD0353
 QD0353.The horizontal coordinates were scaled from a topographic map and have
 QD0353.an estimated accuracy of +/- 6 seconds.
 QD0353
 QD0353.The orthometric height was determined by differential leveling
 QD0353.and adjusted in June 1991.
 QD0353
 QD0353.The geoid height was determined by GEOID03.
 QD0353
 QD0353.The dynamic height is computed by dividing the NAVD 88
 QD0353.geopotential number by the normal gravity value computed on the
 QD0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0353.degrees latitude (g = 980.6199 gals.).
 QD0353
 QD0353.The modeled gravity was interpolated from observed gravity values.
 QD0353
 QD0353;                    North         East    Units  Estimated Accuracy
 QD0353;SPC OR S     -   309,500.    1,467,910.      MT  (+/- 180 meters Scaled)
 QD0353
 QD0353                          SUPERSEDED SURVEY CONTROL
 QD0353
 QD0353  NGVD 29 (??/??/92) 1213.883  (m)         3982.55   (f) ADJ UNCH    1 2
 QD0353
 QD0353.Superseded values are not recommended for survey control.
 QD0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0353.See file dsdata.txt to determine how the superseded data were derived.
 QD0353
 QD0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ668242(NAD 83)
 QD0353_MARKER: P = PIPE CAP
 QD0353_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QD0353_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QD0353_STAMPING: 3983.096-H-1904
 QD0353_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0353
 QD0353  HISTORY     - Date     Condition        Report By
 QD0353  HISTORY     - 1904     MONUMENTED       USGS
 QD0353  HISTORY     - 1936     GOOD             NGS
 QD0353
 QD0353                          STATION DESCRIPTION
 QD0353
 QD0353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 QD0353'12.7 MI NW FROM PRINEVILLE.
 QD0353'12.7 MILES NORTHWEST ALONG HAY CREEK-PRINEVILE ROAD FROM CROOK COUNTY
 QD0353'COURT HOUSE.  3.8 MILES SOUTHEAST OF GIZZLY ABOUT 0.3 MILES SOUTH OF
 QD0353'SUMMIT, SOUTH OF GRIZZLY.  AT A SHARP TURN TO THE WEST, AT THE NORTH
 QD0353'EDGE OF THE ROAD.  24 FEET NORTH OF CENTERLINE OF ROAD.  14 FEET WEST
 QD0353'OF A 3 FOOT PINE STUMP.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0986 ***********************************************************************
 QB0986  DESIGNATION -  3987
 QB0986  PID         -  QB0986
 QB0986  STATE/COUNTY-  OR/MALHEUR
 QB0986  USGS QUAD   -  IRONSIDE (1990)
 QB0986
 QB0986                         *CURRENT SURVEY CONTROL
 QB0986  ___________________________________________________________________
 QB0986* NAD 83(1986)-  44 16 19.     (N)    117 59 09.     (W)     SCALED    
 QB0986* NAVD 88     -      1216.853  (meters)    3992.29   (feet)  ADJUSTED  
 QB0986  ___________________________________________________________________
 QB0986  GEOID HEIGHT-         -17.53  (meters)                     GEOID03
 QB0986  DYNAMIC HT  -        1216.350 (meters)    3990.64  (feet)  COMP
 QB0986  MODELED GRAV-     980,162.9   (mgal)                       NAVD 88
 QB0986
 QB0986  VERT ORDER  -  SECOND    CLASS 0
 QB0986
 QB0986.The horizontal coordinates were scaled from a topographic map and have
 QB0986.an estimated accuracy of +/- 6 seconds.
 QB0986
 QB0986.The orthometric height was determined by differential leveling
 QB0986.and adjusted in June 1991.
 QB0986
 QB0986.The geoid height was determined by GEOID03.
 QB0986
 QB0986.The dynamic height is computed by dividing the NAVD 88
 QB0986.geopotential number by the normal gravity value computed on the
 QB0986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0986.degrees latitude (g = 980.6199 gals.).
 QB0986
 QB0986.The modeled gravity was interpolated from observed gravity values.
 QB0986
 QB0986;                    North         East    Units  Estimated Accuracy
 QB0986;SPC OR S     -   292,440.    1,700,710.      MT  (+/- 180 meters Scaled)
 QB0986
 QB0986                          SUPERSEDED SURVEY CONTROL
 QB0986
 QB0986  NGVD 29 (??/??/92) 1215.69   (m)         3988.5    (f) COMPUTED    2 0
 QB0986
 QB0986.Superseded values are not recommended for survey control.
 QB0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0986.See file dsdata.txt to determine how the superseded data were derived.
 QB0986
 QB0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK213025(NAD 83)
 QB0986_MARKER: P = PIPE CAP
 QB0986_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QB0986_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QB0986_STAMPING: 3987 ADJUSTED 1930
 QB0986_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB0986
 QB0986  HISTORY     - Date     Condition        Report By
 QB0986  HISTORY     - 1930     MONUMENTED       USGS
 QB0986  HISTORY     - 1951     GOOD             NGS
 QB0986
 QB0986                          STATION DESCRIPTION
 QB0986
 QB0986'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 QB0986'5.05 MI S FROM IRONSIDE.
 QB0986'0.4 MILE WEST ALONG THE U. S. HIGHWAY 28 FROM THE POST OFFICE AND
 QB0986'STORE IN IRONSIDE, THENCE 4.65 MILES SOUTHWEST ALONG COUNTY ROAD,
 QB0986'ABOUT 100 YARDS SOUTHWEST OF FARM HOUSE ON THE INSIDE OF CORRAL, 121
 QB0986'FEET WEST OF THE NORTHWEST CORNER OF BARN, 24 FEET SOUTHEAST OF THE
 QB0986'CENTERLINE OF ROAD, 2.5 FEET EAST OF THE WITNESS POST, 0.8 FOOT
 QB0986'SOUTHEAST OF A POLE FENCE OF BARNYARD, ABOUT 2 FEET HIGHER THAN ROAD.
 QB0986'A BRONZE CAP RIVITED ON TOP OF A 3 INCH IRON PIPE PROJECTING 1.9 FEET
 QB0986'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0206 ***********************************************************************
 PB0206  DESIGNATION -  3994=F 41
 PB0206  PID         -  PB0206
 PB0206  STATE/COUNTY-  OR/DESCHUTES
 PB0206  USGS QUAD   -  LAVA BUTTE (1981)
 PB0206
 PB0206                         *CURRENT SURVEY CONTROL
 PB0206  ___________________________________________________________________
 PB0206* NAD 83(1986)-  43 58 47.     (N)    121 20 18.     (W)     SCALED    
 PB0206* NAVD 88     -      1218.634  (meters)    3998.14   (feet)  ADJUSTED  
 PB0206  ___________________________________________________________________
 PB0206  GEOID HEIGHT-         -20.76  (meters)                     GEOID03
 PB0206  DYNAMIC HT  -        1218.122 (meters)    3996.46  (feet)  COMP
 PB0206  MODELED GRAV-     980,155.5   (mgal)                       NAVD 88
 PB0206
 PB0206  VERT ORDER  -  FIRST     CLASS II
 PB0206
 PB0206.The horizontal coordinates were scaled from a topographic map and have
 PB0206.an estimated accuracy of +/- 6 seconds.
 PB0206
 PB0206.The orthometric height was determined by differential leveling
 PB0206.and adjusted in June 1991.
 PB0206
 PB0206.The geoid height was determined by GEOID03.
 PB0206
 PB0206.The dynamic height is computed by dividing the NAVD 88
 PB0206.geopotential number by the normal gravity value computed on the
 PB0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0206.degrees latitude (g = 980.6199 gals.).
 PB0206
 PB0206.The modeled gravity was interpolated from observed gravity values.
 PB0206
 PB0206;                    North         East    Units  Estimated Accuracy
 PB0206;SPC OR S     -   257,290.    1,432,740.      MT  (+/- 180 meters Scaled)
 PB0206
 PB0206                          SUPERSEDED SURVEY CONTROL
 PB0206
 PB0206  NGVD 29 (??/??/92) 1217.440  (m)         3994.22   (f) ADJ UNCH    1 2
 PB0206
 PB0206.Superseded values are not recommended for survey control.
 PB0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0206.See file dsdata.txt to determine how the superseded data were derived.
 PB0206
 PB0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP332709(NAD 83)
 PB0206_MARKER: DD = SURVEY DISK
 PB0206_SETTING: 66 = SET IN ROCK OUTCROP
 PB0206_SP_SET: IN A DRILL HOLE IN BEDROCK
 PB0206_STAMPING: F 41 1930 3994.201
 PB0206_MARK LOGO: ORHD  
 PB0206_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PB0206+STABILITY: POSITION/ELEVATION WELL
 PB0206_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PB0206+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1988
 PB0206
 PB0206  HISTORY     - Date     Condition        Report By
 PB0206  HISTORY     - 1930     MONUMENTED       ORDT
 PB0206  HISTORY     - 1934     GOOD             NGS
 PB0206  HISTORY     - 1976     GOOD             NGS
 PB0206  HISTORY     - 19880721 GOOD             NGS
 PB0206
 PB0206                          STATION DESCRIPTION
 PB0206
 PB0206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PB0206'6.3 MI S FROM BEND.
 PB0206'6.3 MILES SOUTH ALONG THE DALLES-CALIFORNIA HIGHWAY FROM THE RAILROAD
 PB0206'STATION AT BEND, DESCHUTES COUNTY, 202 FEET NORTH OF MILEPOST 148, ON
 PB0206'THE SOUTH SIDE OF A SMALL DRAW, 89 FEET WEST OF THE HIGHWAY
 PB0206'CENTERLINE, IN A PROMINENT LAVA OUTCROPPING.  AN OREGON STATE HIGHWAY
 PB0206'DEPARTMENT STANDARD DISK STAMPED 3994.201 F41 1930.
 PB0206
 PB0206                          STATION RECOVERY (1976)
 PB0206
 PB0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 PB0206'RECOVERED IN GOOD CONDITION.
 PB0206
 PB0206                          STATION RECOVERY (1988)
 PB0206
 PB0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 PB0206'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  8.5 KM
 PB0206'(5.30 MI) SOUTHERLY ALONG U.S. HIGHWAY 97 FROM THE SOUTH JUNCTION OF
 PB0206'U.S. HIGHWAY 20 IN BEND, THENCE 1.1 KM (0.70 MI) SOUTH ALONG THE OLD
 PB0206'ABANDONED HIGHWAY.  ADD--1.3 M (4.3 FT) WEST OF A STATE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0948 ***********************************************************************
 QE0948  DESIGNATION -  399=PTS 2
 QE0948  PID         -  QE0948
 QE0948  STATE/COUNTY-  OR/LANE
 QE0948  USGS QUAD   -  VENETA (1984)
 QE0948
 QE0948                         *CURRENT SURVEY CONTROL
 QE0948  ___________________________________________________________________
 QE0948* NAD 83(1986)-  44 03 07.     (N)    123 21 27.     (W)     SCALED    
 QE0948* NAVD 88     -       123.036  (meters)     403.66   (feet)  ADJUSTED  
 QE0948  ___________________________________________________________________
 QE0948  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 QE0948  DYNAMIC HT  -         123.023 (meters)     403.62  (feet)  COMP
 QE0948  MODELED GRAV-     980,510.4   (mgal)                       NAVD 88
 QE0948
 QE0948  VERT ORDER  -  SECOND    CLASS 0
 QE0948
 QE0948.The horizontal coordinates were scaled from a topographic map and have
 QE0948.an estimated accuracy of +/- 6 seconds.
 QE0948
 QE0948.The orthometric height was determined by differential leveling
 QE0948.and adjusted in June 1991.
 QE0948
 QE0948.The geoid height was determined by GEOID03.
 QE0948
 QE0948.The dynamic height is computed by dividing the NAVD 88
 QE0948.geopotential number by the normal gravity value computed on the
 QE0948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0948.degrees latitude (g = 980.6199 gals.).
 QE0948
 QE0948.The modeled gravity was interpolated from observed gravity values.
 QE0948
 QE0948;                    North         East    Units  Estimated Accuracy
 QE0948;SPC OR S     -   268,880.    1,271,050.      MT  (+/- 180 meters Scaled)
 QE0948
 QE0948                          SUPERSEDED SURVEY CONTROL
 QE0948
 QE0948  NGVD 29 (??/??/92)  121.933  (m)          400.04   (f) ADJ UNCH    2 0
 QE0948
 QE0948.Superseded values are not recommended for survey control.
 QE0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0948.See file dsdata.txt to determine how the superseded data were derived.
 QE0948
 QE0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP713777(NAD 83)
 QE0948_MARKER: DD = SURVEY DISK
 QE0948_SETTING: 0 = UNSPECIFIED SETTING
 QE0948_STAMPING: PRIM TRAV STA NO. 2 399 1917
 QE0948_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0948
 QE0948  HISTORY     - Date     Condition        Report By
 QE0948  HISTORY     - 1917     MONUMENTED       USGS
 QE0948  HISTORY     - 1934     GOOD             NGS
 QE0948
 QE0948                          STATION DESCRIPTION
 QE0948
 QE0948'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QE0948'IN VENETA.
 QE0948'ALONG THE RIGHT OF WAY OF THE SOUTHERN PACIFIC RAILROAD, MARSHFIELD
 QE0948'SUBDIVISION, 100 FEET NORTHWEST OF THE STATION, 42 FEET NORTH OF MAIN
 QE0948'TRACK, AND 21 FEET WEST OF TELEGRAPH POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AA5140 ***********************************************************************
 AA5140  DESIGNATION -  39S12W17
 AA5140  PID         -  AA5140
 AA5140  STATE/COUNTY-  OR/CURRY
 AA5140  USGS QUAD   -  BOSLEY BUTTE (1989)
 AA5140
 AA5140                         *CURRENT SURVEY CONTROL
 AA5140  ___________________________________________________________________
 AA5140* NAD 83(2007)-  42 10 33.94402(N)    124 08 39.58706(W)     ADJUSTED  
 AA5140* NAVD 88     -        53.4    (meters)     175.     (feet)  GPS OBS   
 AA5140  ___________________________________________________________________
 AA5140  EPOCH DATE  -        2007.00
 AA5140  X           -  -2,657,045.567 (meters)                     COMP
 AA5140  Y           -  -3,917,906.957 (meters)                     COMP
 AA5140  Z           -   4,260,137.174 (meters)                     COMP
 AA5140  LAPLACE CORR-           8.26  (seconds)                    DEFLEC99
 AA5140  ELLIP HEIGHT-          26.362 (meters)          (02/10/07) ADJUSTED
 AA5140  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 AA5140
 AA5140  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA5140  Type    PID    Designation                      North   East  Ellip
 AA5140  -------------------------------------------------------------------
 AA5140  NETWORK AA5140 39S12W17                          1.04   0.80   3.23
 AA5140  -------------------------------------------------------------------
 AA5140
 AA5140.The horizontal coordinates were established by GPS observations
 AA5140.and adjusted by the National Geodetic Survey in February 2007.
 AA5140
 AA5140.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA5140.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA5140.The horizontal coordinates are valid at the epoch date displayed above.
 AA5140.The epoch date for horizontal control is a decimal equivalence
 AA5140.of Year/Month/Day.
 AA5140
 AA5140.The orthometric height was determined by GPS observations and a
 AA5140.high-resolution geoid model.
 AA5140
 AA5140.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5140
 AA5140.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5140
 AA5140.The ellipsoidal height was determined by GPS observations
 AA5140.and is referenced to NAD 83.
 AA5140
 AA5140.The geoid height was determined by GEOID03.
 AA5140
 AA5140;                    North         East     Units Scale Factor Converg.
 AA5140;SPC OR S     -    63,141.204 1,198,980.386   MT  1.00004329   -2 29 35.7
 AA5140;SPC OR S     -   207,156.18  3,933,662.68   iFT  1.00004329   -2 29 35.7
 AA5140;UTM  10      - 4,669,961.928   405,490.442   MT  0.99970990   -0 46 06.1
 AA5140
 AA5140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5140!SPC OR S     -   0.99999587  x   1.00004329  =   1.00003916
 AA5140!UTM  10      -   0.99999587  x   0.99970990  =   0.99970577
 AA5140
 AA5140                          SUPERSEDED SURVEY CONTROL
 AA5140
 AA5140  NAD 83(1998)-  42 10 33.93961(N)    124 08 39.58735(W) AD(       ) B
 AA5140  ELLIP H (07/03/01)   26.366  (m)                       GP(       ) 5 1
 AA5140  NAD 83(1998)-  42 10 33.93653(N)    124 08 39.58628(W) AD(       ) B
 AA5140  ELLIP H (05/25/95)   26.546  (m)                       GP(       ) 1 1
 AA5140
 AA5140.Superseded values are not recommended for survey control.
 AA5140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5140.See file dsdata.txt to determine how the superseded data were derived.
 AA5140
 AA5140_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM0549069962(NAD 83)
 AA5140_MARKER: DD = SURVEY DISK
 AA5140_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AA5140_STAMPING: 39S12W17 1987
 AA5140_MARK LOGO: USFS  
 AA5140_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA5140_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA5140_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5140+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2005
 AA5140
 AA5140  HISTORY     - Date     Condition        Report By
 AA5140  HISTORY     - 1987     MONUMENTED       USFS
 AA5140  HISTORY     - 20050911 GOOD             ORBITE
 AA5140
 AA5140                          STATION DESCRIPTION
 AA5140
 AA5140'DESCRIBED BY US FOREST SERVICE 1987 (TH)
 AA5140'STATION IS A 3 1/2 IN. DIAM. ALUMINUM CAP ATTACHED TO A 2 1/2 IN.
 AA5140'DIAM. ALUMINUM POST, 28 INS. LONG SET 28 INS. IN THE GROUND, AND IN A
 AA5140'COLLAR OF STONE 1 FT. IN DIAM. STATION IS LOCATED 0.91 M (2.99 FT)
 AA5140'SOUTH OF AN ALUMINUM FENCEPOST, 0.91 M (2.99 FT) NORTH OF AN ALUMINUM
 AA5140'FENCEPOST, LOCATED 30 M (98.4 FT) NORTH OF THE ENTRANCE TO THE
 AA5140'U.S.F.S. FIREBASE AT GARDNER RANCH. TO REACH FROM THE POST OFFICE AT
 AA5140'THE CORNER OF U.S. HIGHWAY 101 AND CENTER STREET IN BROOKINGS, OR.
 AA5140'PROCEED SOUTH ON U.S. HIGHWAY 101 FOR 0.6 MI (1.0 KM) TO INTERSECTION
 AA5140'WITH NORTH BANK ROAD, TURN LEFT ONTO NORTH BANK ROAD AND THEN
 AA5140'IMMEDIATLY TURN RIGHT ON THE CONTINUATION OF NORTH BANK ROAD, PROCEED
 AA5140'NE ON NORTH BANK ROAD (U.S.F.S. ROAD NO. 13760 FOR 13.9 MI (22.4 KM)
 AA5140'TO END OF PAVEMENT, CONTINUE ON DIRT ROAD FOR 0.7 MI (1.1 KM) TO THE
 AA5140'STATION ON THE RIGHT
 AA5140
 AA5140                          STATION RECOVERY (2005)
 AA5140
 AA5140'RECOVERY NOTE BY ORBITECH INC 2005 (SHG)
 AA5140'1987 DESCRIPTION IS ADEQUATE WITH THE FOLLOWING CHANGES. ROAD AT MARK
 AA5140'IS NOW PAVED AND THE DISTANCE ALONG NORTH BANK ROAD AND USFS ROAD 1376
 AA5140'IS A TOTAL DISTANCE OF 14.9 MILES RATHER THAN THE RECORD 14.6 MILES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AJ8146 ***********************************************************************
 AJ8146  DESIGNATION -  3S1E1C40SE
 AJ8146  PID         -  AJ8146
 AJ8146  STATE/COUNTY-  OR/CLACKAMAS
 AJ8146  USGS QUAD   -  OREGON CITY (1985)
 AJ8146
 AJ8146                         *CURRENT SURVEY CONTROL
 AJ8146  ___________________________________________________________________
 AJ8146* NAD 83(2007)-  45 20 01.74974(N)    122 37 21.77149(W)     ADJUSTED  
 AJ8146* NAVD 88     -       142.4    (meters)     467.     (feet)  GPS OBS   
 AJ8146  ___________________________________________________________________
 AJ8146  EPOCH DATE  -        2007.00
 AJ8146  X           -  -2,421,316.473 (meters)                     COMP
 AJ8146  Y           -  -3,782,802.203 (meters)                     COMP
 AJ8146  Z           -   4,513,589.882 (meters)                     COMP
 AJ8146  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 AJ8146  ELLIP HEIGHT-         119.608 (meters)          (02/10/07) ADJUSTED
 AJ8146  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 AJ8146
 AJ8146  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ8146  Type    PID    Designation                      North   East  Ellip
 AJ8146  -------------------------------------------------------------------
 AJ8146  NETWORK AJ8146 3S1E1C40SE                        0.92   0.63   3.06
 AJ8146  -------------------------------------------------------------------
 AJ8146
 AJ8146.The horizontal coordinates were established by GPS observations
 AJ8146.and adjusted by the National Geodetic Survey in February 2007.
 AJ8146
 AJ8146.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ8146.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ8146.The horizontal coordinates are valid at the epoch date displayed above.
 AJ8146.The epoch date for horizontal control is a decimal equivalence
 AJ8146.of Year/Month/Day.
 AJ8146
 AJ8146.The orthometric height was determined by GPS observations and a
 AJ8146.high-resolution geoid model.
 AJ8146
 AJ8146.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8146
 AJ8146.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8146
 AJ8146.The ellipsoidal height was determined by GPS observations
 AJ8146.and is referenced to NAD 83.
 AJ8146
 AJ8146.The geoid height was determined by GEOID03.
 AJ8146
 AJ8146;                    North         East     Units Scale Factor Converg.
 AJ8146;SPC OR N     -   187,442.385 2,333,641.404   MT  0.99989872   -1 30 19.4
 AJ8146;SPC OR N     -   614,968.45  7,656,303.82   iFT  0.99989872   -1 30 19.4
 AJ8146;UTM  10      - 5,020,103.815   529,562.708   MT  0.99961075   +0 16 06.0
 AJ8146
 AJ8146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8146!SPC OR N     -   0.99998125  x   0.99989872  =   0.99987997
 AJ8146!UTM  10      -   0.99998125  x   0.99961075  =   0.99959201
 AJ8146
 AJ8146                          SUPERSEDED SURVEY CONTROL
 AJ8146
 AJ8146  NAD 83(1998)-  45 20 01.74783(N)    122 37 21.77337(W) AD(       ) B
 AJ8146  ELLIP H (02/26/02)  119.615  (m)                       GP(       ) 3 2
 AJ8146
 AJ8146.Superseded values are not recommended for survey control.
 AJ8146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8146.See file dsdata.txt to determine how the superseded data were derived.
 AJ8146
 AJ8146_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER2956320104(NAD 83)
 AJ8146_MARKER: DD = SURVEY DISK
 AJ8146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8146_STAMPING: SELY DLC41 DLC40 REENTRANT T3S R1E WM 2000
 AJ8146_MARK LOGO: OR-005
 AJ8146_PROJECTION: RECESSED 20 CENTIMETERS
 AJ8146_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ8146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8146+STABILITY: SURFACE MOTION
 AJ8146_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8146+SATELLITE: SATELLITE OBSERVATIONS - March 10, 1999
 AJ8146
 AJ8146  HISTORY     - Date     Condition        Report By
 AJ8146  HISTORY     - 19990310 MONUMENTED       OR-005
 AJ8146
 AJ8146                          STATION DESCRIPTION
 AJ8146
 AJ8146'DESCRIBED BY CLACKAMAS COUNTY OREGON 1999 (CRC)
 AJ8146'THE STATION IS LOCATED ABOUT 20.6 KM (12.8 MI) SOUTH-SOUTHEAST OF
 AJ8146'PORTLAND, IN OREGON CITY, ON THE SOUTHEAST SIDE OF THE INTERSECTION OF
 AJ8146'SOUTH END ROAD
 AJ8146'AND GENTRY WAY, AT THE SOUTHEASTERLY CORNER OF THE ABSOLOM HEDGES
 AJ8146'DONATION LAND
 AJ8146'CLAIM NO. 4O, IN SECTION 1, T. 3 S., R. 1 E., W.M.
 AJ8146' 
 AJ8146'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 205  AND
 AJ8146'STATE
 AJ8146'HIGHWAY 99E (EXIT 9) IN OREGON CITY,  GO SOUTHERLY, ON STATE HIGHWAY
 AJ8146'99E
 AJ8146'FOR 1.9 KM (1.2 MI) TO THE JUNCTION OF TUMWATER DRIVE.  TURN LEFT,
 AJ8146'EASTERLY, ON
 AJ8146'TUMWATER DRIVE FOR 0.2 KM (0.1 MI) TO THE JUNCTION OF S. 2ND STREET.
 AJ8146'TURN LEFT,
 AJ8146'EAST, ON S. 2ND STREET FOR 61 M (200 FT) TO THE JUNCTION OF SOUTH END
 AJ8146'ROAD.  TURN
 AJ8146'RIGHT, SOUTHERLY, ON SOUTH END ROAD FOR 2.2 KM (1.4 MI) TO THE
 AJ8146'JUNCTION OF GENTRY
 AJ8146'WAY. THE STATION IS IN MONUMENT WELL IN SIDEWALK ON SOUTH SIDE OF
 AJ8146'GENTRY, EAST OF SOUTH
 AJ8146'END ROAD.
 AJ8146' 
 AJ8146'THE STATION IS A 9.5 CM (3.25 IN) BRONZE CAP ATTACHED TO A 6 CM (2.4
 AJ8146'IN) STAINLESS STEEL PIPE
 AJ8146'0.75 M (30 IN) IN LENGTH,  EMBEDDED IN A ROUND 30 CM (12 IN) DIAMETER
 AJ8146'CONCRETE COLLAR THE
 AJ8146'TOP OF WHICH IS RECESSED 15 CM (6 IN) BELOW THE TOP OF AND ENCASED IN
 AJ8146'A 20 CM (8 IN) CAST
 AJ8146'IRON MONUMENT WELL WITH COVER THAT IS FLUSH WITH THE SIDEWALK.  IT IS
 AJ8146'15.2 M (50 FT)
 AJ8146'EASTERLY FROM THE CENTER LINE OF SOUTH END ROAD,  AND 6.1 M (20 FT)
 AJ8146'SOUTH FROM THE
 AJ8146'CENTER LINE OF GENTRY WAY.
 AJ8146' 
 AJ8146' 
 AJ8146' 
 AJ8146' 
 AJ8146' 
 AJ8146' 
 AJ8146'
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AJ8147 ***********************************************************************
 AJ8147  DESIGNATION -  3S1W14S
 AJ8147  PID         -  AJ8147
 AJ8147  STATE/COUNTY-  OR/CLACKAMAS
 AJ8147  USGS QUAD   -  SHERWOOD (1985)
 AJ8147
 AJ8147                         *CURRENT SURVEY CONTROL
 AJ8147  ___________________________________________________________________
 AJ8147* NAD 83(2007)-  45 18 10.56403(N)    122 46 28.74519(W)     ADJUSTED  
 AJ8147* NAVD 88     -        46.4    (meters)     152.     (feet)  GPS OBS   
 AJ8147  ___________________________________________________________________
 AJ8147  EPOCH DATE  -        2007.00
 AJ8147  X           -  -2,432,623.801 (meters)                     COMP
 AJ8147  Y           -  -3,778,363.311 (meters)                     COMP
 AJ8147  Z           -   4,511,107.903 (meters)                     COMP
 AJ8147  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 AJ8147  ELLIP HEIGHT-          23.493 (meters)          (02/10/07) ADJUSTED
 AJ8147  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 AJ8147
 AJ8147  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ8147  Type    PID    Designation                      North   East  Ellip
 AJ8147  -------------------------------------------------------------------
 AJ8147  NETWORK AJ8147 3S1W14S                           0.84   0.57   2.78
 AJ8147  -------------------------------------------------------------------
 AJ8147
 AJ8147.The horizontal coordinates were established by GPS observations
 AJ8147.and adjusted by the National Geodetic Survey in February 2007.
 AJ8147
 AJ8147.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ8147.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ8147.The horizontal coordinates are valid at the epoch date displayed above.
 AJ8147.The epoch date for horizontal control is a decimal equivalence
 AJ8147.of Year/Month/Day.
 AJ8147
 AJ8147.The orthometric height was determined by GPS observations and a
 AJ8147.high-resolution geoid model.
 AJ8147
 AJ8147.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8147
 AJ8147.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8147
 AJ8147.The ellipsoidal height was determined by GPS observations
 AJ8147.and is referenced to NAD 83.
 AJ8147
 AJ8147.The geoid height was determined by GEOID03.
 AJ8147
 AJ8147;                    North         East     Units Scale Factor Converg.
 AJ8147;SPC OR N     -   184,335.659 2,321,640.407   MT  0.99989732   -1 36 47.3
 AJ8147;SPC OR N     -   604,775.78  7,616,930.47   iFT  0.99989732   -1 36 47.3
 AJ8147;UTM  10      - 5,016,628.171   517,667.073   MT  0.99960384   +0 09 36.7
 AJ8147
 AJ8147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8147!SPC OR N     -   0.99999632  x   0.99989732  =   0.99989364
 AJ8147!UTM  10      -   0.99999632  x   0.99960384  =   0.99960016
 AJ8147
 AJ8147                          SUPERSEDED SURVEY CONTROL
 AJ8147
 AJ8147  NAD 83(1998)-  45 18 10.56204(N)    122 46 28.74695(W) AD(       ) B
 AJ8147  ELLIP H (02/26/02)   23.501  (m)                       GP(       ) 3 2
 AJ8147
 AJ8147.Superseded values are not recommended for survey control.
 AJ8147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8147.See file dsdata.txt to determine how the superseded data were derived.
 AJ8147
 AJ8147_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1766716628(NAD 83)
 AJ8147_MARKER: DD = SURVEY DISK
 AJ8147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8147_STAMPING: T3S R1W WM 1/4 S14 S23 2000
 AJ8147_MARK LOGO: OR-005
 AJ8147_PROJECTION: RECESSED 20 CENTIMETERS
 AJ8147_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ8147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8147+STABILITY: SURFACE MOTION
 AJ8147_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8147+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2007
 AJ8147
 AJ8147  HISTORY     - Date     Condition        Report By
 AJ8147  HISTORY     - 20000229 MONUMENTED       OR-005
 AJ8147  HISTORY     - 20070317 GOOD             USPSQD
 AJ8147
 AJ8147                          STATION DESCRIPTION
 AJ8147
 AJ8147'DESCRIBED BY CLACKAMAS COUNTY OREGON 2000 (CRC)
 AJ8147'THE STATION IS LOCATED ABOUT 25 KM (15 MI) SOUTH-SOUTHWEST OF
 AJ8147'PORTLAND, IN THE
 AJ8147'CITY OF WILSONVILLE, AT THE SOUTH QUARTER-SECTION CORNER OF SECTION
 AJ8147'14, T. 3 S., R. 1 W.,
 AJ8147'W.M.  OWNERSHIP - CLACKAMAS COUNTY RIGHT-OF-WAY.
 AJ8147' 
 AJ8147'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 5 AND
 AJ8147'WILSONVILLE ROAD (EXIT 283),  GO WEST ON WILSONVILLE ROAD FOR 0.5 KM
 AJ8147'(0.3 MI) TO
 AJ8147'THE STATION IN A MONUMENT WELL IN THE MIDDLE OF THE ROAD.
 AJ8147' 
 AJ8147'THE STATION IS A 9.5 CM (3.25 IN) BRONZE CAP ATTACHED TO A 6 CM (2.4
 AJ8147'IN) STAINLESS STEEL PIPE
 AJ8147'0.75 M (30 IN) IN LENGTH , EMBEDDED IN A ROUND 30 CM (12 IN) DIAMETER
 AJ8147'CONCRETE COLLAR THE
 AJ8147'TOP OF WHICH IS RECESSED 15 CM (6 IN) BELOW THE TOP OF AND ENCASED IN
 AJ8147'A 20 CM (8 IN) CAST
 AJ8147'IRON MONUMENT WELL WITH COVER THAT IS FLUSH WITH THE PAVEMENT.  IT IS
 AJ8147'50 M (160 FT) EAST
 AJ8147'FROM THE BURLINGTON NORTHERN RAILROAD TRACKS.
 AJ8147' 
 AJ8147'STANDARD PRECAUTIONS MUST BE TAKEN IN TRAFFIC CONTROL
 AJ8147'PROCEDURES AS THE STATION IS IN THE MIDDLE OF WILSONVILLE ROAD.
 AJ8147' 
 AJ8147' 
 AJ8147' 
 AJ8147' 
 AJ8147' 
 AJ8147'
 AJ8147
 AJ8147                          STATION RECOVERY (2007)
 AJ8147
 AJ8147'RECOVERY NOTE BY US POWER SQUADRON 2007 (RR)
 AJ8147'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AC7383 ***********************************************************************
 AC7383  DESIGNATION -  3S2 A
 AC7383  PID         -  AC7383
 AC7383  STATE/COUNTY-  OR/MARION
 AC7383  USGS QUAD   -  SHERWOOD (1985)
 AC7383
 AC7383                         *CURRENT SURVEY CONTROL
 AC7383  ___________________________________________________________________
 AC7383* NAD 83(2007)-  45 15 14.59571(N)    122 46 10.62560(W)     ADJUSTED  
 AC7383* NAVD 88     -        60.0    (meters)     197.     (feet)  GPS OBS   
 AC7383  ___________________________________________________________________
 AC7383  EPOCH DATE  -        2007.00
 AC7383  X           -  -2,434,386.232 (meters)                     COMP
 AC7383  Y           -  -3,781,830.585 (meters)                     COMP
 AC7383  Z           -   4,507,294.871 (meters)                     COMP
 AC7383  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 AC7383  ELLIP HEIGHT-          36.939 (meters)          (02/10/07) ADJUSTED
 AC7383  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 AC7383
 AC7383  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AC7383  Type    PID    Designation                      North   East  Ellip
 AC7383  -------------------------------------------------------------------
 AC7383  NETWORK AC7383 3S2 A                             0.61   0.43   1.78
 AC7383  -------------------------------------------------------------------
 AC7383
 AC7383.This mark is at Aurora State Airport (3S2)
 AC7383
 AC7383.The horizontal coordinates were established by GPS observations
 AC7383.and adjusted by the National Geodetic Survey in February 2007.
 AC7383
 AC7383.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AC7383.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AC7383.The horizontal coordinates are valid at the epoch date displayed above.
 AC7383.The epoch date for horizontal control is a decimal equivalence
 AC7383.of Year/Month/Day.
 AC7383
 AC7383.The orthometric height was determined by GPS observations and a
 AC7383.high-resolution geoid model.
 AC7383
 AC7383.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7383
 AC7383.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7383
 AC7383.The ellipsoidal height was determined by GPS observations
 AC7383.and is referenced to NAD 83.
 AC7383
 AC7383.The geoid height was determined by GEOID03.
 AC7383
 AC7383;                    North         East     Units Scale Factor Converg.
 AC7383;SPC OR N     -   178,894.868 2,321,882.394   MT  0.99989569   -1 36 34.5
 AC7383;SPC OR N     -   586,925.42  7,617,724.39   iFT  0.99989569   -1 36 34.5
 AC7383;UTM  10      - 5,011,199.063   518,077.186   MT  0.99960402   +0 09 49.1
 AC7383
 AC7383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7383!SPC OR N     -   0.99999421  x   0.99989569  =   0.99988990
 AC7383!UTM  10      -   0.99999421  x   0.99960402  =   0.99959823
 AC7383
 AC7383                          SUPERSEDED SURVEY CONTROL
 AC7383
 AC7383  NAD 83(1991)-  45 15 14.59324(N)    122 46 10.62826(W) AD(       ) 3
 AC7383  ELLIP H (07/28/98)   36.972  (m)                       GP(       ) 3 1
 AC7383
 AC7383.Superseded values are not recommended for survey control.
 AC7383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7383.See file dsdata.txt to determine how the superseded data were derived.
 AC7383
 AC7383_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1807711199(NAD 83)
 AC7383_MARKER: DT = TOPOGRAPHIC STATION DISK
 AC7383_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AC7383_SP_SET: VASI LIGHT BASE
 AC7383_STAMPING: 3S2 A 1986
 AC7383_MARK LOGO: NOS   
 AC7383_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7383_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC7383_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7383+SATELLITE: SATELLITE OBSERVATIONS - October 28, 1997
 AC7383
 AC7383  HISTORY     - Date     Condition        Report By
 AC7383  HISTORY     - 1986     MONUMENTED       NOS
 AC7383  HISTORY     - 19920615 GOOD             NGS
 AC7383  HISTORY     - 19960825 GOOD             CHANCE
 AC7383  HISTORY     - 19971028 GOOD             NGS
 AC7383
 AC7383                          STATION DESCRIPTION
 AC7383
 AC7383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 AC7383'THE STATION IS LOCATED AT THE AURORA STATE AIRPORT.  IT IS A STANDARD
 AC7383'NOS DISK STAMPED---3S2 A 1986---.  IT IS SET IN A DRILL HOLE IN A 3 X
 AC7383'3 FT (0.9 M) CONCRETE BASE OF AN OLD WINDSOCK BASE.  IT IS 53.9 FT
 AC7383'(16.4 M) NORTHWEST OF A WINDSOCK, 204.90 FT (62.45 M) WEST OF CENTER
 AC7383'LINE END RUNWAY 17.
 AC7383
 AC7383                          STATION RECOVERY (1996)
 AC7383
 AC7383'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 AC7383'THE STATION IS LOCATED 11 MILES (17.7 KM) SOUTHWEST OF OREGON CITY, 4
 AC7383'MILES (6.4 KM) WEST SOUTHWEST OF CANBY AND 1.5 MILES (2.4 KM)
 AC7383'NORTHWEST OF AURORA AT THE AURORA STATE AIRPORT, BETTY STANSWOOD -
 AC7383'AIRPORT OPERATIONS MANAGER, PHONE 503-378-4880  TO REACH THE STATION
 AC7383'FROM THE JUNCTION OF INTERSTATE 5 AND EHLEN ROAD (EXIT 278) WEST OF
 AC7383'AURORA, PROCEED EAST ON EHLEN ROAD 1.65 MILES (2.66 KM) TO
 AC7383'INTERSECTION WITH WILSONVILLE HUBBARD HIGHWAY (UNMARKED) , TURN LEFT
 AC7383'AND PROCEED NORTH ON THE UNMARKED HIGHWAY 0.5 MILES (0.8 KM) TO KIEL
 AC7383'ROAD, TURN RIGHT AND FOLLOW KIEL ROAD EAST, THEN NORTH, THEN EAST 0.45
 AC7383'MILES (0.72 KM) TO AN AIRPORT ENTRANCE DRIVE ON THE LEFT, TURN LEFT
 AC7383'AND PROCEED NORTH 0.1 MILES (0.2 KM) TO A TAXIWAY ON THE LEFT LEADING
 AC7383'WEST BETWEEN TWO T-HANGARS, TURN LEFT AND PROCEED WEST 0.05 TO A
 AC7383'NORTH-SOUTH TAXIWAY, TURN LEFT AND PROCEED SOUTH 150 FT (45.7 M) TO
 AC7383'THE JUNCTION WITH THE MAIN TAXIWAY AT AN -S- TURN, TURN RIGHT AND
 AC7383'PROCEED WEST THEN NORTH ON MAIN TAXIWAY 0.8 MILES (1.3 KM) TO THE
 AC7383'NORTH END OF THE RUNWAY, TURN LEFT AND PROCEED WEST ACROSS THE RUNWAY
 AC7383'0.05 MILES (0.08 KM) TO THE STATION ON THE RIGHT IN AN ABANDONED WIND
 AC7383'SOCK BASE  THE STATION IS A STANDARD NATIONAL OCEAN SURVEY DISK SET IN
 AC7383'THE TOP OF AN ABANDONED WIND SOCK BASE, PROJECTING APPROXIMATELY 5 CM
 AC7383'ABOVE THE GROUND.  THE STATION IS LOCATED 16.4 M (53.8 FT) NORTHEAST
 AC7383'OF A WIND SOCK, 0.55 M (1.80 FT) NORTH OF THE CENTER OF THE OLD
 AC7383'WINDSOCK BASE, 24.4 M (80.1 FT) WEST OF THE REIL LIGHT POST, 43.85 M
 AC7383'(143.86 FT) WEST OF THE WESTERNMOST OF THREE THRESHOLD LIGHTS, 76.05 M
 AC7383'(249.51 FT) NORTHWEST OF THE FIRST RUNWAY LIGHT SOUTH OF THE NORTH END
 AC7383'OF THE RUNWAY AND 93.6 M (307.1 FT) NORTH-NORTHWEST OF THE NORTHWEST
 AC7383'CORNER OF THE WESTERN VASI
 AC7383
 AC7383                          STATION RECOVERY (1997)
 AC7383
 AC7383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AC7383'THE STATION IS LOCATED 17.7 KM (11.00 MI) SOUTHWEST OF OREGON CITY,
 AC7383'6.4 KM (3.95 MI) WEST-SOUTHWEST OF CANBY AND 2.4 KM (1.50 MI)
 AC7383'NORTHWEST OF AURORA AT THE AURORA STATE AIRPORT.  OWNERSHIP --AURORA
 AC7383'STATE AIRPORT--, ANN CROOK, AIRPORT MANAGER, PHONE 503-378-4880.  TO
 AC7383'REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 5 AND EHLEN
 AC7383'ROAD (EXIT 278) ABOUT 3 MILES (4.8 KM) WEST OF AURORA, PROCEED
 AC7383'EASTERLY ON EHLEN ROAD FOR 2.66 KM (1.65 MI) TO THE INTERSECTION WITH
 AC7383'THE WILSONVILLE HUBBARD HIGHWAY (UNMARKED) , CONTINUE AHEAD, EAST, ON
 AC7383'EHLEN ROAD NE FOR 1.2 KM (0.75 MI) TO A PAVED ROAD LEFT.  TURN LEFT,
 AC7383'NORTH, AND GO NORTHERLY ON AIRPORT ROAD NE FOR 0.97 KM (0.60 MI) TO A
 AC7383'PAVED ROAD LEFT (KEIL ROAD) .  CONTINUE AHEAD NORTHERLY ON AIRPORT
 AC7383'ROAD NE FOR 1.13 KM (0.70 MI) TO A PAVED ROAD LEFT LEADING TO AURORA
 AC7383'AVIATION.  TURN LEFT ON AIRPORT ENTRANCE ROAD AND GO WEST FOR 0.16 KM
 AC7383'(0.10 MI) TO A GATE IN A CHAINLINK FENCE JUST NORTH OF AURORA AVIATION
 AC7383'BUILDING.  CONTINUE AHEAD (WEST) THROUGH THE GATE, ACROSS THE PARKING
 AC7383'APRON THEN CONNECTOR TAXIWAY FOR 0.16 KM (0.10 MI) TO THE INTERSECTION
 AC7383'OF A NORTH-SOUTH PARALLEL TAXIWAY.  TURN RIGHT AND GO NORTH ON THE
 AC7383'PARALLEL TAXIWAY FOR 0.32 KM (0.20 MI) TO A T-JUNCTION WITH A
 AC7383'CONNECTOR TAXIWAY.  TURN LEFT AND GO WEST ON CONNECTOR TAXIWAY, ACROSS
 AC7383'THE RUNWAY 17 END AND OVERLAND FOR 0.24 KM (0.15 MI) TO THE STATION ON
 AC7383'THE RIGHT.  THE STATION IS A SURVEY DISK SET IN THE NORTHEAST CORNER
 AC7383'OF A 1.0 M (3.3 FT) SQUARE CONCRETE BASE OF AN OLD WINDSOCK BASE.  IT
 AC7383'IS 63.5 M (208.3 FT) WEST OF THE CENTERLINE END OF RUNWAY 17, 24.5 M
 AC7383'(80.4 FT) WEST-NORTHWEST OF A REIL LIGHT, 16.4 M (53.8 FT) NORTHEAST
 AC7383'OF A WINDSOCK, AND 11.4 M (37.4 FT) NORTH OF THE EXTENDED CENTERLINE
 AC7383'OF THE CONNECTOR TAXIWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AD9158 ***********************************************************************
 AD9158  SACS        -  This is a Secondary Airport Control Station.
 AD9158  DESIGNATION -  3S2 C
 AD9158  PID         -  AD9158
 AD9158  STATE/COUNTY-  OR/MARION
 AD9158  USGS QUAD   -  WOODBURN (1985)
 AD9158
 AD9158                         *CURRENT SURVEY CONTROL
 AD9158  ___________________________________________________________________
 AD9158* NAD 83(2007)-  45 14 53.86372(N)    122 46 07.98232(W)     ADJUSTED  
 AD9158* NAVD 88     -        59.34   (meters)     194.7    (feet)  GPS OBS   
 AD9158  ___________________________________________________________________
 AD9158  EPOCH DATE  -        2007.00
 AD9158  X           -  -2,434,583.553 (meters)                     COMP
 AD9158  Y           -  -3,782,243.620 (meters)                     COMP
 AD9158  Z           -   4,506,843.845 (meters)                     COMP
 AD9158  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 AD9158  ELLIP HEIGHT-          36.311 (meters)          (02/10/07) ADJUSTED
 AD9158  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 AD9158
 AD9158  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AD9158  Type    PID    Designation                      North   East  Ellip
 AD9158  -------------------------------------------------------------------
 AD9158  NETWORK AD9158 3S2 C                             0.57   0.41   1.76
 AD9158  -------------------------------------------------------------------
 AD9158
 AD9158.This mark is at Aurora State Airport (3S2)
 AD9158
 AD9158.The horizontal coordinates were established by GPS observations
 AD9158.and adjusted by the National Geodetic Survey in February 2007.
 AD9158
 AD9158.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AD9158.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AD9158.The horizontal coordinates are valid at the epoch date displayed above.
 AD9158.The epoch date for horizontal control is a decimal equivalence
 AD9158.of Year/Month/Day.
 AD9158
 AD9158.The orthometric height was determined by GPS observations and a
 AD9158.high-resolution geoid model.
 AD9158
 AD9158.GPS derived orthometric heights for airport stations designated as
 AD9158.PACS or SACS are published to 2 decimal places.  This maintains
 AD9158.centimeter relative accuracy between the PACS and SACS.  It does
 AD9158.not indicate centimeter accuracy relative to other marks which are
 AD9158.part of the NAVD 88 network.
 AD9158
 AD9158.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9158
 AD9158.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9158
 AD9158.The ellipsoidal height was determined by GPS observations
 AD9158.and is referenced to NAD 83.
 AD9158
 AD9158.The geoid height was determined by GEOID03.
 AD9158
 AD9158;                    North         East     Units Scale Factor Converg.
 AD9158;SPC OR N     -   178,253.545 2,321,922.031   MT  0.99989554   -1 36 32.6
 AD9158;SPC OR N     -   584,821.34  7,617,854.43   iFT  0.99989554   -1 36 32.6
 AD9158;UTM  10      - 5,010,559.460   518,136.632   MT  0.99960404   +0 09 50.9
 AD9158
 AD9158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9158!SPC OR N     -   0.99999431  x   0.99989554  =   0.99988985
 AD9158!UTM  10      -   0.99999431  x   0.99960404  =   0.99959835
 AD9158
 AD9158:                Primary Azimuth Mark                     Grid Az
 AD9158:SPC OR N     -  AURORA PORT                              192 38 38.9
 AD9158:UTM  10      -  AURORA PORT                              190 52 15.4
 AD9158
 AD9158|---------------------------------------------------------------------|
 AD9158| PID    Reference Object                     Distance      Geod. Az  |
 AD9158|                                                           dddmmss.s |
 AD9158| RD1512 AURORA PORT                         APPROX. 0.6 KM 1910206.3 |
 AD9158|---------------------------------------------------------------------|
 AD9158
 AD9158                          SUPERSEDED SURVEY CONTROL
 AD9158
 AD9158  NAD 83(1998)-  45 14 53.86126(N)    122 46 07.98494(W) AD(       ) 1
 AD9158  ELLIP H (07/02/01)   36.339  (m)                       GP(       ) 3 2
 AD9158  NAD 83(1998)-  45 14 53.86120(N)    122 46 07.98498(W) AD(       ) 1
 AD9158  ELLIP H (07/02/97)   36.344  (m)                       GP(       ) 3 1
 AD9158
 AD9158.Superseded values are not recommended for survey control.
 AD9158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9158.See file dsdata.txt to determine how the superseded data were derived.
 AD9158
 AD9158_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1813710559(NAD 83)
 AD9158_MARKER: DD = SURVEY DISK
 AD9158_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AD9158_STAMPING: 3S2 C 1996
 AD9158_MARK LOGO: NGS   
 AD9158_PROJECTION: FLUSH
 AD9158_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9158+STABILITY: SURFACE MOTION
 AD9158_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9158+SATELLITE: SATELLITE OBSERVATIONS - October 28, 1997
 AD9158_ROD/PIPE-DEPTH: 1.0  meters
 AD9158
 AD9158  HISTORY     - Date     Condition        Report By
 AD9158  HISTORY     - 1996     MONUMENTED       CHANCE
 AD9158  HISTORY     - 19971028 GOOD             NGS
 AD9158
 AD9158                          STATION DESCRIPTION
 AD9158
 AD9158'DESCRIBED BY JE CHANCE AND ASSOCIATES 1996 (SDC)
 AD9158'THE STATION IS LOCATED 11 MILES (17.7 KM) SOUTHWEST OF OREGON CITY, 4
 AD9158'MILES (6.4 KM) WEST SOUTHWEST OF CANBY AND 1.5 MILES (2.4 KM)
 AD9158'NORTHWEST OF AURORA AT THE AURORA STATE AIRPORT, BETTY STANSWOOD -
 AD9158'AIRPORT OPERATIONS MANAGER, PHONE 503-378-4880  TO REACH THE STATION
 AD9158'FROM THE JUNCTION OF INTERSTATE 5 AND EHLEN ROAD (EXIT 278) WEST OF
 AD9158'AURORA, PROCEED EAST ON EHLEN ROAD 1.65 MILES (2.66 KM) TO
 AD9158'INTERSECTION WITH WILSONVILLE HUBBARD HIGHWAY (UNMARKED) , TURN LEFT
 AD9158'AND PROCEED NORTH ON THE UNMARKED HIGHWAY 0.5 MILES (0.8 KM) TO KIEL
 AD9158'ROAD, TURN RIGHT AND FOLLOW KIEL ROAD EAST, THEN NORTH, THEN EAST 0.45
 AD9158'MILES (0.72 KM) TO AN AIRPORT ENTRANCE DRIVE ON THE LEFT, TURN LEFT
 AD9158'AND PROCEED NORTH 0.1 MILES (0.2 KM) TO A TAXIWAY ON THE LEFT LEADING
 AD9158'WEST BETWEEN TWO T-HANGARS, TURN LEFT AND PROCEED WEST 0.05 TO A
 AD9158'NORTH-SOUTH TAXIWAY, TURN LEFT AND PROCEED SOUTH 150 FT (45.7 M) TO
 AD9158'THE JUNCTION WITH THE MAIN TAXIWAY AT AN -S- TURN, TURN RIGHT AND
 AD9158'PROCEED WEST THEN NORTH ON MAIN TAXIWAY 0.4 MILES (0.6 KM) TO THE
 AD9158'STATION ON THE RIGHT BETWEEN THE TAXIWAY AND RUNWAY  THE STATION IS
 AD9158'THE CENTER OF A 5 CM SURVEY DISK SET INTO THE TOP OF A 1.0 M (3.3 FT)
 AD9158'LONG FENO PIPE, RECESSED 10 CM BELOW GROUND LEVEL AND ENCASED IN A
 AD9158'12.7 CM DIA PVC PIPE WITH AN NGS LOGO CAP SURROUNDED BY CONCRETE.  THE
 AD9158'LOGO CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND. THREE CIRCULAR
 AD9158'ANCHOR PRONGS EXTEND FROM THE BOTTOM OF THE PIPE.  THE STATION IS
 AD9158'LOCATED 13.6 M (44.6 FT) EAST OF THE CENTERLINE OF THE MAIN TAXIWAY,
 AD9158'18.4 M (60.4 FT) WEST OF A P-K NAIL IN THE WEST EDGE OF THE RAMP,
 AD9158'18.95 M (62.17 FT) SOUTHEAST OF THE TOP CENTER OF THE NORTHERN -A-
 AD9158'PAINTED ON THE TAXIWAY, 19.05 M (62.50 FT) NORTH OF THE SOUTHERN -A-
 AD9158'PAINTED ON THE TAXIWAY, AND 0.65 M (2.13 FT) WEST OF A CARSONITE
 AD9158'WITNESS POST  THE STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL
 AD9158'STATION (SACS) - OREGON ANA SURVEYS 1996
 AD9158
 AD9158                          STATION RECOVERY (1997)
 AD9158
 AD9158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AD9158'THE STATION IS LOCATED 17.7 KM (11.00 MI) SOUTHWEST OF OREGON CITY,
 AD9158'6.4 KM (3.95 MI) WEST-SOUTHWEST OF CANBY AND 2.4 KM (1.50 MI)
 AD9158'NORTHWEST OF AURORA AT THE AURORA STATE AIRPORT.  OWNERSHIP --AURORA
 AD9158'STATE AIRPORT--, ANN CROOK, AIRPORT MANAGER, PHONE 503-378-4880.  TO
 AD9158'REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 5 AND EHLEN
 AD9158'ROAD (EXIT 278) ABOUT 3 MILES (4.8 KM) WEST OF AURORA, PROCEED
 AD9158'EASTERLY ON EHLEN ROAD FOR 2.66 KM (1.65 MI) TO THE INTERSECTION WITH
 AD9158'THE WILSONVILLE HUBBARD HIGHWAY (UNMARKED) , CONTINUE AHEAD, EAST, ON
 AD9158'EHLEN ROAD NE FOR 1.2 KM (0.75 MI) TO A PAVED ROAD LEFT.  TURN LEFT,
 AD9158'NORTH, AND GO NORTHERLY ON AIRPORT ROAD NE FOR 0.97 KM (0.60 MI) TO A
 AD9158'PAVED ROAD LEFT (KEIL ROAD) .  CONTINUE AHEAD NORTHERLY ON AIRPORT
 AD9158'ROAD NE FOR 1.13 KM (0.70 MI) TO A PAVED ROAD LEFT LEADING TO AURORA
 AD9158'AVIATION.  TURN LEFT ON AIRPORT ENTRANCE ROAD AND GO WEST FOR 0.16 KM
 AD9158'(0.10 MI) TO A GATE IN A CHAINLINK FENCE JUST NORTH OF AURORA AVIATION
 AD9158'BUILDING.  CONTINUE AHEAD (WEST) THROUGH THE GATE, ACROSS THE PARKING
 AD9158'APRON THEN CONNECTOR TAXIWAY FOR 0.16 KM (0.10 MI) TO THE INTERSECTION
 AD9158'OF A NORTH-SOUTH PARALLEL TAXIWAY.  TURN LEFT AND GO SOUTH ON MAIN
 AD9158'TAXIWAY FOR 0.64 KM (0.40 MI) TO THE STATION ON THE LEFT, JUST EAST OF
 AD9158'WHERE AURORA IS PAINTED ON THE TAXIWAY.  THE STATION IS THE CENTER OF
 AD9158'A 5 CM SURVEY DISK SET INTO THE TOP OF A 1.0 M (3.3 FT) LONG FENO
 AD9158'PIPE, RECESSED 10 CM BELOW GROUND LEVEL AND ENCASED IN A 12.7 CM DIA
 AD9158'PVC PIPE WITH AN NGS LOGO CAP SURROUNDED BY CONCRETE.  THE LOGO CAP
 AD9158'AND CONCRETE ARE SET FLUSH WITH THE GROUND. THREE CIRCULAR ANCHOR
 AD9158'PRONGS EXTEND FROM THE BOTTOM OF THE PIPE.  THE STATION IS LOCATED
 AD9158'19.1 M (62.7 FT) NORTH OF THE SOUTHERN -A- PAINTED ON THE TAXIWAY,
 AD9158'19.0 M (62.3 FT) SOUTHEAST OF THE TOP CENTER OF THE NORTHERN -A-
 AD9158'PAINTED ON THE TAXIWAY, 13.6 M (44.6 FT) EAST OF THE CENTERLINE OF THE
 AD9158'MAIN TAXIWAY, 0.6 M (2.0 FT) WEST OF A CARSONITE WITNESS POST.
 AD9158'NOTE--THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL
 AD9158'STATION (SACS) .
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AJ8148 ***********************************************************************
 AJ8148  DESIGNATION -  3S2E36SE
 AJ8148  PID         -  AJ8148
 AJ8148  STATE/COUNTY-  OR/CLACKAMAS
 AJ8148  USGS QUAD   -  REDLAND (1985)
 AJ8148
 AJ8148                         *CURRENT SURVEY CONTROL
 AJ8148  ___________________________________________________________________
 AJ8148* NAD 83(2007)-  45 15 31.80972(N)    122 29 51.43158(W)     ADJUSTED  
 AJ8148* NAVD 88     -       222.5    (meters)     730.     (feet)  GPS OBS   
 AJ8148  ___________________________________________________________________
 AJ8148  EPOCH DATE  -        2007.00
 AJ8148  X           -  -2,416,264.290 (meters)                     COMP
 AJ8148  Y           -  -3,793,122.914 (meters)                     COMP
 AJ8148  Z           -   4,507,784.596 (meters)                     COMP
 AJ8148  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 AJ8148  ELLIP HEIGHT-         199.743 (meters)          (02/10/07) ADJUSTED
 AJ8148  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 AJ8148
 AJ8148  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ8148  Type    PID    Designation                      North   East  Ellip
 AJ8148  -------------------------------------------------------------------
 AJ8148  NETWORK AJ8148 3S2E36SE                          1.14   0.78   3.47
 AJ8148  -------------------------------------------------------------------
 AJ8148
 AJ8148.The horizontal coordinates were established by GPS observations
 AJ8148.and adjusted by the National Geodetic Survey in February 2007.
 AJ8148
 AJ8148.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ8148.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ8148.The horizontal coordinates are valid at the epoch date displayed above.
 AJ8148.The epoch date for horizontal control is a decimal equivalence
 AJ8148.of Year/Month/Day.
 AJ8148
 AJ8148.The orthometric height was determined by GPS observations and a
 AJ8148.high-resolution geoid model.
 AJ8148
 AJ8148.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8148
 AJ8148.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8148
 AJ8148.The ellipsoidal height was determined by GPS observations
 AJ8148.and is referenced to NAD 83.
 AJ8148
 AJ8148.The geoid height was determined by GEOID03.
 AJ8148
 AJ8148;                    North         East     Units Scale Factor Converg.
 AJ8148;SPC OR N     -   178,862.327 2,343,237.070   MT  0.99989582   -1 25 00.1
 AJ8148;SPC OR N     -   586,818.66  7,687,785.66   iFT  0.99989582   -1 25 00.1
 AJ8148;UTM  10      - 5,011,827.201   539,416.556   MT  0.99961910   +0 21 24.6
 AJ8148
 AJ8148!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8148!SPC OR N     -   0.99996868  x   0.99989582  =   0.99986451
 AJ8148!UTM  10      -   0.99996868  x   0.99961910  =   0.99958780
 AJ8148
 AJ8148                          SUPERSEDED SURVEY CONTROL
 AJ8148
 AJ8148  NAD 83(1998)-  45 15 31.80785(N)    122 29 51.43352(W) AD(       ) B
 AJ8148  ELLIP H (02/26/02)  199.750  (m)                       GP(       ) 3 2
 AJ8148
 AJ8148.Superseded values are not recommended for survey control.
 AJ8148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8148.See file dsdata.txt to determine how the superseded data were derived.
 AJ8148
 AJ8148_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER3941711827(NAD 83)
 AJ8148_MARKER: DD = SURVEY DISK
 AJ8148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8148_STAMPING: 3S R2E R3E S36 S31 S1 S6 T4S 2000
 AJ8148_MARK LOGO: OR-005
 AJ8148_PROJECTION: RECESSED 23 CENTIMETERS
 AJ8148_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ8148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8148+STABILITY: SURFACE MOTION
 AJ8148_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8148+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2000
 AJ8148
 AJ8148  HISTORY     - Date     Condition        Report By
 AJ8148  HISTORY     - 20000616 MONUMENTED       OR-005
 AJ8148
 AJ8148                          STATION DESCRIPTION
 AJ8148
 AJ8148'DESCRIBED BY CLACKAMAS COUNTY OREGON 2000 (CRC)
 AJ8148'THE STATION IS LOCATED ABOUT 32 KM (19.8 MI) SOUTH-SOUTHEAST OF
 AJ8148'PORTLAND, 15.3 KM
 AJ8148'(9.5 MI) EAST OF CANBY,  IN THE MIDDLE OF SCHUEBEL SCHOOL ROAD,  AT
 AJ8148'THE SOUTHEAST CORNER
 AJ8148'OF SECTIONS 36, T. 3 S., R. 2 E., W.M.
 AJ8148' 
 AJ8148'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 205 AND PARK
 AJ8148'PLACE AND STATE HIGHWAY 213 (EXIT 10) IN OREGON CITY,   GO SOUTHERLY
 AJ8148'ON
 AJ8148'HIGHWAY 213 TOWARDS MOLALLA FOR 5.2 KM (3.2 MI) TO THE JUNCTION OF
 AJ8148'BEAVERCREEK
 AJ8148'ROAD.  TURN LEFT, SOUTHEASTERLY, ON BEAVERCREEK ROAD FOR 6.0
 AJ8148'KM (3.7 MI) TO BEAVERCREEK.  TURN LEFT, EAST AND SOUTHEASTERLY,
 AJ8148'CONTINUING ON BEAVERCREEK ROAD FOR 4.8 KM (3.0 MI) TO THE JUNCTION OF
 AJ8148'LOWER
 AJ8148'HIGHLAND ROAD.  TURN LEFT, NORTHEASTERLY, ON LOWER HIGHLAND
 AJ8148'ROAD FOR 1.1 KM (0.7 MI) TO THE JUNCTION OF CARUS ROAD ON LEFT AND
 AJ8148'SCHUEBEL SCHOOL
 AJ8148'ROAD ON RIGHT.  TURN RIGHT, SOUTH, ON SCHUEBEL SCHOOL ROAD FOR 0.5 KM
 AJ8148'(0.3 MI) (JUST
 AJ8148'BEYOND SCHUEBEL SCHOOL BUILDING) TO THE STATION IN A MONUMENT WELL IN
 AJ8148'THE MIDDLE OF
 AJ8148'THE ROAD.
 AJ8148' 
 AJ8148'THE STATION IS A 9.5 CM (3.25 IN) BRONZE CAP ATTACHED TO A 6 CM (2.4
 AJ8148'IN) STAINLESS STEEL PIPE
 AJ8148'0.75 M (30 IN) IN LENGTH, EMBEDDED IN A ROUND 30 CM (12 IN) DIAMETER
 AJ8148'CONCRETE POST THAT IS 1.2
 AJ8148'M (4 FT) DEEP, THE TOP OF WHICH IS RECESSED 23 CM (9 IN) BELOW THE TOP
 AJ8148'OF AND ENCASED IN A 30
 AJ8148'CM (12 IN) CAST IRON MONUMENT WELL WITH COVER THAT IS FLUSH WITH THE
 AJ8148'ROAD SURFACE..
 AJ8148' 
 AJ8148'STANDARD PRECAUTIONS MUST BE TAKEN IN TRAFFIC CONTROL
 AJ8148'PROCEDURES AS THE STATION IS IN THE MIDDLE OF SCHUEBEL SCHOOL
 AJ8148'ROAD.
 AJ8148' 
 AJ8148' 
 AJ8148' 
 AJ8148' 
 AJ8148' 
 AJ8148'
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AJ8149 ***********************************************************************
 AJ8149  DESIGNATION -  3S3E9SE
 AJ8149  PID         -  AJ8149
 AJ8149  STATE/COUNTY-  OR/CLACKAMAS
 AJ8149  USGS QUAD   -  REDLAND (1985)
 AJ8149
 AJ8149                         *CURRENT SURVEY CONTROL
 AJ8149  ___________________________________________________________________
 AJ8149* NAD 83(2007)-  45 19 00.61125(N)    122 26 04.61894(W)     ADJUSTED  
 AJ8149* NAVD 88     -       202.2    (meters)     663.     (feet)  GPS OBS   
 AJ8149  ___________________________________________________________________
 AJ8149  EPOCH DATE  -        2007.00
 AJ8149  X           -  -2,409,627.191 (meters)                     COMP
 AJ8149  Y           -  -3,791,899.105 (meters)                     COMP
 AJ8149  Z           -   4,512,305.312 (meters)                     COMP
 AJ8149  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AJ8149  ELLIP HEIGHT-         179.359 (meters)          (02/10/07) ADJUSTED
 AJ8149  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 AJ8149
 AJ8149  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ8149  Type    PID    Designation                      North   East  Ellip
 AJ8149  -------------------------------------------------------------------
 AJ8149  NETWORK AJ8149 3S3E9SE                           0.96   0.69   3.04
 AJ8149  -------------------------------------------------------------------
 AJ8149
 AJ8149.The horizontal coordinates were established by GPS observations
 AJ8149.and adjusted by the National Geodetic Survey in February 2007.
 AJ8149
 AJ8149.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ8149.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ8149.The horizontal coordinates are valid at the epoch date displayed above.
 AJ8149.The epoch date for horizontal control is a decimal equivalence
 AJ8149.of Year/Month/Day.
 AJ8149
 AJ8149.The orthometric height was determined by GPS observations and a
 AJ8149.high-resolution geoid model.
 AJ8149
 AJ8149.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8149
 AJ8149.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8149
 AJ8149.The ellipsoidal height was determined by GPS observations
 AJ8149.and is referenced to NAD 83.
 AJ8149
 AJ8149.The geoid height was determined by GEOID03.
 AJ8149
 AJ8149;                    North         East     Units Scale Factor Converg.
 AJ8149;SPC OR N     -   185,185.509 2,348,334.627   MT  0.99989792   -1 22 19.2
 AJ8149;SPC OR N     -   607,564.01  7,704,509.93   iFT  0.99989792   -1 22 19.2
 AJ8149;UTM  10      - 5,018,303.355   544,314.600   MT  0.99962414   +0 24 07.2
 AJ8149
 AJ8149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8149!SPC OR N     -   0.99997188  x   0.99989792  =   0.99986980
 AJ8149!UTM  10      -   0.99997188  x   0.99962414  =   0.99959603
 AJ8149
 AJ8149                          SUPERSEDED SURVEY CONTROL
 AJ8149
 AJ8149  NAD 83(1998)-  45 19 00.60944(N)    122 26 04.62075(W) AD(       ) B
 AJ8149  ELLIP H (02/26/02)  179.364  (m)                       GP(       ) 3 2
 AJ8149
 AJ8149.Superseded values are not recommended for survey control.
 AJ8149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8149.See file dsdata.txt to determine how the superseded data were derived.
 AJ8149
 AJ8149_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER4431518303(NAD 83)
 AJ8149_MARKER: DD = SURVEY DISK
 AJ8149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8149_STAMPING: T3S R3E WM S9 S10 S16 S15 2000
 AJ8149_MARK LOGO: OR-005
 AJ8149_PROJECTION: RECESSED 23 CENTIMETERS
 AJ8149_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ8149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8149+STABILITY: SURFACE MOTION
 AJ8149_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8149+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2000
 AJ8149
 AJ8149  HISTORY     - Date     Condition        Report By
 AJ8149  HISTORY     - 20000630 MONUMENTED       OR-005
 AJ8149
 AJ8149                          STATION DESCRIPTION
 AJ8149
 AJ8149'DESCRIBED BY CLACKAMAS COUNTY OREGON 2000 (CRC)
 AJ8149'THE STATION IS LOCATED ABOUT 29.1 KM (18.1 MI) SOUTHEAST OF PORTLAND,
 AJ8149'8.4 KM (5.2
 AJ8149'MI) NORTHWEST OF ESTACADA, IN THE MIDDLE OF RIDGE ROAD AT THE
 AJ8149'SOUTHEAST CORNER OF
 AJ8149'SECTION 9, T. 3 S., R. 3 E., W.M.  OWNERSHIP - CLACKAMAS COUNTY
 AJ8149'RIGHT-OF-WAY.
 AJ8149' 
 AJ8149'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 205 AND PARK
 AJ8149'PLACE AND STATE HIGHWAY 213 (EXIT 10) IN OREGON CITY,  GO SOUTH ON
 AJ8149'HIGHWAY 213 FOR 1.1 KM (0.7 MI) TO THE JUNCTION OF REDLAND ROAD. TURN
 AJ8149'RIGHT,
 AJ8149'EASTERLY, ON REDLAND ROAD FOR  8.5 KM (5.3 MI) TO THE JUNCTION OF
 AJ8149'FISCHERS MILL ROAD.
 AJ8149'GO SOUTHEASTERLY, CONTINUING ON REDLAND ROAD FOR 6.4 KM (4.0 MI) TO
 AJ8149'THE JUNCTION OF
 AJ8149'RIDGE ROAD.   TURN LEFT, NORTHERLY, ON RIDGE ROAD FOR 1.7 KM (1.05 MI)
 AJ8149'TO STATION IN
 AJ8149'MONUMENT WELL IN MIDDLE OF ROAD.
 AJ8149' 
 AJ8149'THE STATION IS A 9.5 CM (3.25 IN) BRONZE CAP ATTACHED TO  A 6 CM (2.4
 AJ8149'IN) STAINLESS STEEL PIPE
 AJ8149'0.75 M (30 IN) IN LENGTH, EMBEDDED IN A ROUND 30 CM (12 IN) DIAMETER
 AJ8149'CONCRETE POST THAT IS 1.2
 AJ8149'M (4 FT) DEEP, THE TOP OF WHICH IS RECESSED 23 CM (9 IN) BELOW THE TOP
 AJ8149'OF AND ENCASED IN A 30
 AJ8149'CM (12 IN) CAST IRON MONUMENT WELL WITH COVER THAT IS FLUSH WITH THE
 AJ8149'ROAD SURFACE.  IT IS
 AJ8149'88 M (290 FT) NORTH FROM UTILITY POLE NUMBER 494, DATED 1964, 6 M (20
 AJ8149'FT) NORTHWEST FROM
 AJ8149'UTILITY POLE NUMBER 886, AND 5 M (18 FT) EAST OF A 'CLACKAMAS COUNTY
 AJ8149'MONUMENT SIGN.
 AJ8149' 
 AJ8149'STANDARD PRECAUTIONS MUST BE TAKEN IN TRAFFIC CONTROL
 AJ8149'PROCEDURES AS THE STATION IS IN THE MIDDLE OF  RIDGE ROAD.
 AJ8149' 
 AJ8149' 
 AJ8149' 
 AJ8149' 
 AJ8149' 
 AJ8149'
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 DH7198 ***********************************************************************
 DH7198  PACS        -  This is a Primary Airport Control Station.
 DH7198  DESIGNATION -  3S9 A
 DH7198  PID         -  DH7198
 DH7198  STATE/COUNTY-  OR/GILLIAM
 DH7198  USGS QUAD   -  CONDON (1987)
 DH7198
 DH7198                         *CURRENT SURVEY CONTROL
 DH7198  ___________________________________________________________________
 DH7198* NAD 83(1998)-  45 14 44.04229(N)    120 10 00.84102(W)     ADJUSTED  
 DH7198* NAVD 88     -       888.40   (meters)    2914.7    (feet)  GPS OBS   
 DH7198  ___________________________________________________________________
 DH7198  X           -  -2,260,771.249 (meters)                     COMP
 DH7198  Y           -  -3,889,560.693 (meters)                     COMP
 DH7198  Z           -   4,507,220.944 (meters)                     COMP
 DH7198  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 DH7198  ELLIP HEIGHT-         867.944 (meters)          (12/06/05) ADJUSTED
 DH7198  GEOID HEIGHT-         -20.50  (meters)                     GEOID03
 DH7198  HORZ ORDER  -  B
 DH7198  ELLP ORDER  -  FIRST     CLASS II
 DH7198
 DH7198.This mark is at Condon State Pauling Field Airport (3S9)
 DH7198
 DH7198.The horizontal coordinates were established by GPS observations
 DH7198.and adjusted by the W + H PACIFIC, INCORPORATED in December 2005.
 DH7198
 DH7198.The orthometric height was determined by GPS observations and a
 DH7198.high-resolution geoid model.
 DH7198
 DH7198.GPS derived orthometric heights for airport stations designated as
 DH7198.PACS or SACS are published to 2 decimal places.  This maintains
 DH7198.centimeter relative accuracy between the PACS and SACS.  It does
 DH7198.not indicate centimeter accuracy relative to other marks which are
 DH7198.part of the NAVD 88 network.
 DH7198
 DH7198.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH7198
 DH7198.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH7198
 DH7198.The ellipsoidal height was determined by GPS observations
 DH7198.and is referenced to NAD 83.
 DH7198
 DH7198.The geoid height was determined by GEOID03.
 DH7198
 DH7198;                    North         East     Units Scale Factor Converg.
 DH7198;SPC OR N     -   175,503.600 2,526,148.621   MT  0.99989548   +0 14 10.4
 DH7198;SPC OR N     -   575,799.21  8,287,889.18   iFT  0.99989548   +0 14 10.4
 DH7198;UTM  10      - 5,014,135.510   722,335.067   MT  1.00020785   +2 00 45.7
 DH7198
 DH7198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7198!SPC OR N     -   0.99986394  x   0.99989548  =   0.99975943
 DH7198!UTM  10      -   0.99986394  x   1.00020785  =   1.00007176
 DH7198
 DH7198|---------------------------------------------------------------------|
 DH7198| PID    Reference Object                     Distance      Geod. Az  |
 DH7198|                                                           dddmmss.s |
 DH7198| DH7199 3S9 B                               391.594 METERS 29023     |
 DH7198|---------------------------------------------------------------------|
 DH7198
 DH7198                          SUPERSEDED SURVEY CONTROL
 DH7198
 DH7198.No superseded survey control is available for this station.
 DH7198
 DH7198_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGR2233514136(NAD 83)
 DH7198_MARKER: DD = SURVEY DISK
 DH7198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH7198_STAMPING: 3S9 A 2002
 DH7198_MARK LOGO: NGS   
 DH7198_PROJECTION: FLUSH
 DH7198_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH7198_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH7198_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH7198+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2002
 DH7198
 DH7198  HISTORY     - Date     Condition        Report By
 DH7198  HISTORY     - 20021121 MONUMENTED       WHPACI
 DH7198
 DH7198                          STATION DESCRIPTION
 DH7198
 DH7198'DESCRIBED BY W + H PACIFIC, INCORPORATED 2002 (SJG)
 DH7198'THE STATION IS LOCATED IN GILLIAM COUNTY, OREGON AT THE CONDON
 DH7198'AIRPORT, ON THE NORTH  SIDE OF CONDON AND EAST OF HIGHWAY 19.   TO
 DH7198'REACH THE STATION FROM THE CONDON POST OFFICE, GO NORTH ON HIGHWAY 19
 DH7198'APPROX. 0.8  MILES TO THE INTERSECTION OF HIGHWAY 19 AND AIRPORT ROAD
 DH7198'ON THE RIGHT. GO EAST ON  AIRPORT ROAD APPROX. 0.4 MILES TO THE
 DH7198'AIRFIELD ON THE LEFT. DRIVE ON TO THE TAXIWAY AND  TO WERE THE TWO
 DH7198'TAXIWAYS CROSS. THE POINT IS NEAR THE WINDSOCK TO THE NORTH.   THE
 DH7198'STATION IS A 3 IN. BRASS DISK SET ATOP OF A CONCRETE POST, FLUSH WITH
 DH7198'THE GROUND.  MARKED 3S9 A 2002 POINT IS LOCATED N28W, 35.7 FT (10.9M)
 DH7198'FROM WIND SOCK. 94.8 FT (28.9 M) EAST  OF THE EAST EDGE OF THE NORTH,
 DH7198'SOUTH TAXIWAY. POINT IS APPROX. 1.0 FT FROM A WITNESS  POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 DH7199 ***********************************************************************
 DH7199  SACS        -  This is a Secondary Airport Control Station.
 DH7199  DESIGNATION -  3S9 B
 DH7199  PID         -  DH7199
 DH7199  STATE/COUNTY-  OR/GILLIAM
 DH7199  USGS QUAD   -  CONDON (1987)
 DH7199
 DH7199                         *CURRENT SURVEY CONTROL
 DH7199  ___________________________________________________________________
 DH7199* NAD 83(1998)-  45 14 48.46042(N)    120 10 17.67314(W)     ADJUSTED  
 DH7199* NAVD 88     -       886.13   (meters)    2907.2    (feet)  GPS OBS   
 DH7199  ___________________________________________________________________
 DH7199  X           -  -2,261,039.155 (meters)                     COMP
 DH7199  Y           -  -3,889,291.058 (meters)                     COMP
 DH7199  Z           -   4,507,315.369 (meters)                     COMP
 DH7199  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 DH7199  ELLIP HEIGHT-         865.667 (meters)          (12/06/05) ADJUSTED
 DH7199  GEOID HEIGHT-         -20.51  (meters)                     GEOID03
 DH7199  HORZ ORDER  -  FIRST
 DH7199  ELLP ORDER  -  FIRST     CLASS II
 DH7199
 DH7199.This mark is at Condon State Pauling Field Airport (3S9)
 DH7199
 DH7199.The horizontal coordinates were established by GPS observations
 DH7199.and adjusted by the W + H PACIFIC, INCORPORATED in December 2005.
 DH7199
 DH7199.The orthometric height was determined by GPS observations and a
 DH7199.high-resolution geoid model.
 DH7199
 DH7199.GPS derived orthometric heights for airport stations designated as
 DH7199.PACS or SACS are published to 2 decimal places.  This maintains
 DH7199.centimeter relative accuracy between the PACS and SACS.  It does
 DH7199.not indicate centimeter accuracy relative to other marks which are
 DH7199.part of the NAVD 88 network.
 DH7199
 DH7199.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH7199
 DH7199.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH7199
 DH7199.The ellipsoidal height was determined by GPS observations
 DH7199.and is referenced to NAD 83.
 DH7199
 DH7199.The geoid height was determined by GEOID03.
 DH7199
 DH7199;                    North         East     Units Scale Factor Converg.
 DH7199;SPC OR N     -   175,638.475 2,525,781.031   MT  0.99989551   +0 13 58.5
 DH7199;SPC OR N     -   576,241.72  8,286,683.17   iFT  0.99989551   +0 13 58.5
 DH7199;UTM  10      - 5,014,258.964   721,963.357   MT  1.00020581   +2 00 33.9
 DH7199
 DH7199!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7199!SPC OR N     -   0.99986430  x   0.99989551  =   0.99975982
 DH7199!UTM  10      -   0.99986430  x   1.00020581  =   1.00007008
 DH7199
 DH7199|---------------------------------------------------------------------|
 DH7199| PID    Reference Object                     Distance      Geod. Az  |
 DH7199|                                                           dddmmss.s |
 DH7199| DH7198 3S9 A                               391.594 METERS 11023     |
 DH7199|---------------------------------------------------------------------|
 DH7199
 DH7199                          SUPERSEDED SURVEY CONTROL
 DH7199
 DH7199.No superseded survey control is available for this station.
 DH7199
 DH7199_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGR2196314259(NAD 83)
 DH7199_MARKER: DD = SURVEY DISK
 DH7199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH7199_STAMPING: 3S9 B 2002
 DH7199_MARK LOGO: NGS   
 DH7199_PROJECTION: FLUSH
 DH7199_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH7199_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH7199_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH7199+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2002
 DH7199
 DH7199  HISTORY     - Date     Condition        Report By
 DH7199  HISTORY     - 20021121 MONUMENTED       WHPACI
 DH7199
 DH7199                          STATION DESCRIPTION
 DH7199
 DH7199'DESCRIBED BY W + H PACIFIC, INCORPORATED 2002 (SJG)
 DH7199'THE STATION IS LOCATED IN GILLIAM COUNTY, OREGON AT THE CONDON
 DH7199'AIRPORT, ON THE NORTH  SIDE OF CONDON, EAST OF HIGHWAY  19.   TO REACH
 DH7199'THE STATION FROM THE CONDON POST OFFICE, GO NORTH ON HIGHWAY 19
 DH7199'APPROX. 0.8  MILES TO THE INTERSECTION OF HIGHWAY 19 AND AIRPORT ROAD
 DH7199'ON THE RIGHT. GO EAST ON  AIRPORT ROAD APPROX. 0.4 MILES TO THE
 DH7199'AIRFIELD ON THE LEFT. DRIVE ON TO TAXIWAY AND TO  THE POINT ON WEST
 DH7199'END OF AIRFIELD RUNWAY.   THE STATION IS A 3 IN. BRASS DISK SET ATOP
 DH7199'OF A CONCRETE POST, FLUSH WITH THE GROUND.  MARKED 3S9 B 2002. POINT
 DH7199'IS LOCATED NEAR THE WEST END OF RUNWAY +/- 450 FT (137M) EAST OF  THE
 DH7199'WEST END OF RUNWAY. 49.6 FT (15.1M) NORTH OF THE NORTH EDGE OF RUNWAY.
 DH7199'1.0 FT SOUTH  OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 DH7200 ***********************************************************************
 DH7200  SACS        -  This is a Secondary Airport Control Station.
 DH7200  DESIGNATION -  3S9 C
 DH7200  PID         -  DH7200
 DH7200  STATE/COUNTY-  OR/GILLIAM
 DH7200  USGS QUAD   -  CONDON (1987)
 DH7200
 DH7200                         *CURRENT SURVEY CONTROL
 DH7200  ___________________________________________________________________
 DH7200* NAD 83(1998)-  45 14 49.23322(N)    120 09 40.08132(W)     ADJUSTED  
 DH7200* NAVD 88     -       886.05   (meters)    2907.0    (feet)  GPS OBS   
 DH7200  ___________________________________________________________________
 DH7200  X           -  -2,260,321.752 (meters)                     COMP
 DH7200  Y           -  -3,889,688.370 (meters)                     COMP
 DH7200  Z           -   4,507,332.113 (meters)                     COMP
 DH7200  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 DH7200  ELLIP HEIGHT-         865.589 (meters)          (12/06/05) ADJUSTED
 DH7200  GEOID HEIGHT-         -20.51  (meters)                     GEOID03
 DH7200  HORZ ORDER  -  FIRST
 DH7200  ELLP ORDER  -  FIRST     CLASS II
 DH7200
 DH7200.This mark is at Condon State Pauling Field Airport (3S9)
 DH7200
 DH7200.The horizontal coordinates were established by GPS observations
 DH7200.and adjusted by the W + H PACIFIC, INCORPORATED in December 2005.
 DH7200
 DH7200.The orthometric height was determined by GPS observations and a
 DH7200.high-resolution geoid model.
 DH7200
 DH7200.GPS derived orthometric heights for airport stations designated as
 DH7200.PACS or SACS are published to 2 decimal places.  This maintains
 DH7200.centimeter relative accuracy between the PACS and SACS.  It does
 DH7200.not indicate centimeter accuracy relative to other marks which are
 DH7200.part of the NAVD 88 network.
 DH7200
 DH7200.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH7200
 DH7200.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH7200
 DH7200.The ellipsoidal height was determined by GPS observations
 DH7200.and is referenced to NAD 83.
 DH7200
 DH7200.The geoid height was determined by GEOID03.
 DH7200
 DH7200;                    North         East     Units Scale Factor Converg.
 DH7200;SPC OR N     -   175,665.715 2,526,600.628   MT  0.99989551   +0 14 25.1
 DH7200;SPC OR N     -   576,331.09  8,289,372.14   iFT  0.99989551   +0 14 25.1
 DH7200;UTM  10      - 5,014,311.615   722,781.972   MT  1.00021029   +2 01 00.6
 DH7200
 DH7200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7200!SPC OR N     -   0.99986431  x   0.99989551  =   0.99975983
 DH7200!UTM  10      -   0.99986431  x   1.00021029  =   1.00007457
 DH7200
 DH7200                          SUPERSEDED SURVEY CONTROL
 DH7200
 DH7200.No superseded survey control is available for this station.
 DH7200
 DH7200_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGR2278214312(NAD 83)
 DH7200_MARKER: DD = SURVEY DISK
 DH7200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH7200_STAMPING: 3S9 C 2002
 DH7200_MARK LOGO: NGS   
 DH7200_PROJECTION: FLUSH
 DH7200_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH7200_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH7200_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH7200+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2002
 DH7200
 DH7200  HISTORY     - Date     Condition        Report By
 DH7200  HISTORY     - 20020221 MONUMENTED       WHPACI
 DH7200
 DH7200                          STATION DESCRIPTION
 DH7200
 DH7200'DESCRIBED BY W + H PACIFIC, INCORPORATED 2002 (SJG)
 DH7200'THE STATION IS LOCATED IN GILLIAM COUNTY, OREGON AT THE CONDON
 DH7200'AIRPORT.
 DH7200' 
 DH7200'TO REACH THE STATION FROM THE POST OFFICE IN CONDON NORTH ON HIGHWAY
 DH7200'19 APPROX. 0.8  MILES TO THE INTERSECTION OF HIGHWAY 19  AND AIRPORT
 DH7200'ROAD ON THE RIGHT (EAST). GO EAST  APPROX. 0.4 MILES TO AIRFIELD ON
 DH7200'THE LEFT. DRIVE ON TO TAXIWAY AND GO TO THE EAST END OF  RUNWAY TO
 DH7200'POINT.   THE STATION IA A 3 IN. BRASS DISC SET A TOP A CONCRETE POST,
 DH7200'FLUSH WITH THE GROUND.  MARKED  3S9 C 2002. POINT IS LOCATED NEAR THE
 DH7200'EAST END OF MAIN RUNWAY. POINT IS 135 FT (41.15 M)  NORTH OF NORTH
 DH7200'EDGE OF RUNWAY IN LINE WITH THE SECOND SET OF RUNWAY LIGHTS, WEST OF
 DH7200'THE EAST END OF RUNWAY. 81.0 FT (24.7M) SOUTH OF A FENCE. 1.0 FT FROM
 DH7200'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0695 ***********************************************************************
 RA0695  DESIGNATION -  4
 RA0695  PID         -  RA0695
 RA0695  STATE/COUNTY-  OR/WALLOWA
 RA0695  USGS QUAD   -  JOSEPH (1990)
 RA0695
 RA0695                         *CURRENT SURVEY CONTROL
 RA0695  ___________________________________________________________________
 RA0695* NAD 83(1986)-  45 21 10.     (N)    117 13 45.     (W)     SCALED    
 RA0695* NAVD 88     -      1278.476  (meters)    4194.47   (feet)  ADJUSTED  
 RA0695  ___________________________________________________________________
 RA0695  GEOID HEIGHT-         -15.86  (meters)                     GEOID03
 RA0695  DYNAMIC HT  -        1278.060 (meters)    4193.10  (feet)  COMP
 RA0695  MODELED GRAV-     980,246.6   (mgal)                       NAVD 88
 RA0695
 RA0695  VERT ORDER  -  SECOND    CLASS 0
 RA0695
 RA0695.The horizontal coordinates were scaled from a topographic map and have
 RA0695.an estimated accuracy of +/- 6 seconds.
 RA0695
 RA0695.The orthometric height was determined by differential leveling
 RA0695.and adjusted in June 1991.
 RA0695
 RA0695.The geoid height was determined by GEOID03.
 RA0695
 RA0695.The dynamic height is computed by dividing the NAVD 88
 RA0695.geopotential number by the normal gravity value computed on the
 RA0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0695.degrees latitude (g = 980.6199 gals.).
 RA0695
 RA0695.The modeled gravity was interpolated from observed gravity values.
 RA0695
 RA0695;                    North         East    Units  Estimated Accuracy
 RA0695;SPC OR N     -   192,550.    2,756,210.      MT  (+/- 180 meters Scaled)
 RA0695
 RA0695                          SUPERSEDED SURVEY CONTROL
 RA0695
 RA0695  NGVD 29 (??/??/92) 1277.228  (m)         4190.37   (f) ADJ UNCH    2 0
 RA0695
 RA0695.Superseded values are not recommended for survey control.
 RA0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0695.See file dsdata.txt to determine how the superseded data were derived.
 RA0695
 RA0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML820221(NAD 83)
 RA0695_MARKER: DD = SURVEY DISK
 RA0695_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RA0695_SP_SET: STEP
 RA0695_STAMPING: 4 1929 4190.5
 RA0695_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RA0695
 RA0695  HISTORY     - Date     Condition        Report By
 RA0695  HISTORY     - 1929     MONUMENTED       PG+E
 RA0695  HISTORY     - 1946     GOOD             NGS
 RA0695  HISTORY     - 1988     POOR             USPSQD
 RA0695  HISTORY     - 20080803 GOOD             GEOCAC
 RA0695
 RA0695                          STATION DESCRIPTION
 RA0695
 RA0695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RA0695'IN JOSEPH.
 RA0695'AT JOSEPH, 240 FEET NORTH OF THE POST OFFICE BUILDING, 49 FEET EAST OF
 RA0695'THE CENTER LINE OF MAIN STREET, SET ON THE SOUTH CORNER OF THE FIRST
 RA0695'STEP LEADING UP TO THE MAIN ENTRANCE TO CHIEF JOSEPH HOTEL, 6 FEET
 RA0695'SOUTHWEST OF THE CENTER LINE OF THE DOOR AT THE MAIN ENTRANCE TO THE
 RA0695'HOTEL, 6 FEET EAST OF THE CENTER LINE OF THE CEMENT SIDEWALK RUNNING
 RA0695'IN FRONT OF THE HOTEL, ABOUT 0.8 FOOT ABOVE THE IMMEDIATE PAVEMENT
 RA0695'LEVEL.
 RA0695
 RA0695                          STATION RECOVERY (1988)
 RA0695
 RA0695'RECOVERY NOTE BY US POWER SQUADRON 1988 (RCC)
 RA0695'MARK RECOVERED IN POOR CONDITION.
 RA0695
 RA0695                          STATION RECOVERY (2008)
 RA0695
 RA0695'RECOVERY NOTE BY GEOCACHING 2008 (JLH)
 RA0695'DISK PRESENT. ORIGINAL STEP PLACEMENT NOW LEVEL WITH SIDEWALK PAVERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0898 ***********************************************************************
 QD0898  DESIGNATION -  4
 QD0898  PID         -  QD0898
 QD0898  STATE/COUNTY-  OR/DESCHUTES
 QD0898  USGS QUAD   -  BEND AIRPORT (1962)
 QD0898
 QD0898                         *CURRENT SURVEY CONTROL
 QD0898  ___________________________________________________________________
 QD0898* NAD 83(1986)-  44 03 09.     (N)    121 12 11.     (W)     SCALED    
 QD0898* NAVD 88     -      1093.566  (meters)    3587.81   (feet)  ADJUSTED  
 QD0898  ___________________________________________________________________
 QD0898  GEOID HEIGHT-         -20.87  (meters)                     GEOID03
 QD0898  DYNAMIC HT  -        1093.142 (meters)    3586.42  (feet)  COMP
 QD0898  MODELED GRAV-     980,193.6   (mgal)                       NAVD 88
 QD0898
 QD0898  VERT ORDER  -  FIRST     CLASS II
 QD0898
 QD0898.The horizontal coordinates were scaled from a topographic map and have
 QD0898.an estimated accuracy of +/- 6 seconds.
 QD0898
 QD0898.The orthometric height was determined by differential leveling
 QD0898.and adjusted in June 1991.
 QD0898
 QD0898.The geoid height was determined by GEOID03.
 QD0898
 QD0898.The dynamic height is computed by dividing the NAVD 88
 QD0898.geopotential number by the normal gravity value computed on the
 QD0898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0898.degrees latitude (g = 980.6199 gals.).
 QD0898
 QD0898.The modeled gravity was interpolated from observed gravity values.
 QD0898
 QD0898;                    North         East    Units  Estimated Accuracy
 QD0898;SPC OR S     -   265,270.    1,443,660.      MT  (+/- 180 meters Scaled)
 QD0898
 QD0898                          SUPERSEDED SURVEY CONTROL
 QD0898
 QD0898  NGVD 29 (??/??/92) 1092.413  (m)         3584.03   (f) ADJ UNCH    1 2
 QD0898
 QD0898.Superseded values are not recommended for survey control.
 QD0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0898.See file dsdata.txt to determine how the superseded data were derived.
 QD0898
 QD0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP439792(NAD 83)
 QD0898_MARKER: DD = SURVEY DISK
 QD0898_SETTING: 66 = SET IN ROCK OUTCROP
 QD0898_SP_SET: ROCK OUTCROP
 QD0898_STAMPING: 4 1927 3586
 QD0898_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QD0898+STABILITY: POSITION/ELEVATION WELL
 QD0898
 QD0898  HISTORY     - Date     Condition        Report By
 QD0898  HISTORY     - 1927     MONUMENTED       ORDT
 QD0898  HISTORY     - 1943     GOOD             NGS
 QD0898
 QD0898                          STATION DESCRIPTION
 QD0898
 QD0898'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QD0898'5.4 MI SE FROM BEND.
 QD0898'THIS MARK IS ABOUT 5.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 20 FROM THE
 QD0898'RAILWAY STATION AT BEND, DESCHUTES COUNTY, 0.1 MILE EAST OF A CANAL,
 QD0898'43.0 FEET EAST OF A NORTH-SOUTH FENCE LINE, 86.0 FEET SOUTH OF THE
 QD0898'CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF A ROCK OUTCROP, 2.0 FEET
 QD0898'EAST OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0046 ***********************************************************************
 RD0046  DESIGNATION -  4
 RD0046  PID         -  RD0046
 RD0046  STATE/COUNTY-  OR/MULTNOMAH
 RD0046  USGS QUAD   -  BRIDAL VEIL (1994)
 RD0046
 RD0046                         *CURRENT SURVEY CONTROL
 RD0046  ___________________________________________________________________
 RD0046* NAD 83(1986)-  45 34 32.     (N)    122 07 45.     (W)     SCALED    
 RD0046* NAVD 88     -        13.268  (meters)      43.53   (feet)  ADJUSTED  
 RD0046  ___________________________________________________________________
 RD0046  GEOID HEIGHT-         -22.09  (meters)                     GEOID03
 RD0046  DYNAMIC HT  -          13.268 (meters)      43.53  (feet)  COMP
 RD0046  MODELED GRAV-     980,585.5   (mgal)                       NAVD 88
 RD0046
 RD0046  VERT ORDER  -  FIRST     CLASS II
 RD0046
 RD0046.The horizontal coordinates were scaled from a topographic map and have
 RD0046.an estimated accuracy of +/- 6 seconds.
 RD0046
 RD0046.The orthometric height was determined by differential leveling
 RD0046.and adjusted in June 1991.
 RD0046.WARNING-Repeat measurements at this control monument indicate possible
 RD0046.vertical movement.
 RD0046
 RD0046.The geoid height was determined by GEOID03.
 RD0046
 RD0046.The dynamic height is computed by dividing the NAVD 88
 RD0046.geopotential number by the normal gravity value computed on the
 RD0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0046.degrees latitude (g = 980.6199 gals.).
 RD0046
 RD0046.The modeled gravity was interpolated from observed gravity values.
 RD0046
 RD0046;                    North         East    Units  Estimated Accuracy
 RD0046;SPC OR N     -   213,400.    2,372,860.      MT  (+/- 180 meters Scaled)
 RD0046
 RD0046                          SUPERSEDED SURVEY CONTROL
 RD0046
 RD0046  NGVD 29 (??/??/92)   12.243  (m)           40.17   (f) ADJ UNCH    1 2
 RD0046
 RD0046.Superseded values are not recommended for survey control.
 RD0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0046.See file dsdata.txt to determine how the superseded data were derived.
 RD0046
 RD0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER679472(NAD 83)
 RD0046_MARKER: DD = SURVEY DISK
 RD0046_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RD0046_SP_SET: HEADWALL
 RD0046_STAMPING: 4
 RD0046_MARK LOGO: ORHD  
 RD0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0046+STABILITY: SURFACE MOTION
 RD0046_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD0046+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2005
 RD0046
 RD0046  HISTORY     - Date     Condition        Report By
 RD0046  HISTORY     - UNK      MONUMENTED       ORDT
 RD0046  HISTORY     - 1956     GOOD             NGS
 RD0046  HISTORY     - 1987     GOOD             NGS
 RD0046  HISTORY     - 1988     GOOD             USPSQD
 RD0046  HISTORY     - 1990     POOR             USPSQD
 RD0046  HISTORY     - 20051012 GOOD             USPSQD
 RD0046
 RD0046                          STATION DESCRIPTION
 RD0046
 RD0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 RD0046'2.9 MI NE FROM BRIDAL VEIL.
 RD0046'2.7 MILES NORTHEAST ALONG U.S. HIGHWAY 30 FROM THE UNION PACIFIC
 RD0046'RAILROAD STATION AT BRIDAL VEIL, THENCE 0.2 MILE SOUTHEAST ALONG A
 RD0046'PAVED ROAD LEADING THROUGH BENSON STATE PARK, IN T 1 N - R 5 E, 0.6
 RD0046'MILE SOUTHWEST OF MULTNOMAH FALLS, IN THE TOP OF THE EAST END OF THE
 RD0046'SOUTH CONCRETE HEAD WALL FOR A DOUBLE 6-FOOT CONCRETE BOX CULVERT OVER
 RD0046'WAHKEENA CREEK, 1/2 POLE EAST OF RAILROAD MILEPOLE 29, 44 1/2 FEET
 RD0046'SOUTH OF THE CENTER LINE OF THE PARK ROAD, AND ABOUT 1/2 FOOT HIGHER
 RD0046'THAN THE ROAD.
 RD0046
 RD0046                          STATION RECOVERY (1987)
 RD0046
 RD0046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD0046'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.1 KM
 RD0046'(2.55 MI) EAST ALONG INTERSTATE HIGHWAY 84 FROM THE OVERPASS AT EXIT
 RD0046'28 IN BRIDAL VEIL, THENCE 0.31 KM (0.20 MI) SOUTHEAST ALONG A PAVED
 RD0046'ROAD LEADING TO THE BENSON STATE PARK, AT THE SOUTHWEST CORNER OF A
 RD0046'PARKING AREA, IN THE SOUTH HEADWALL OF A DOUBLE 6 FT BOX CULVERT
 RD0046'UNDER THE ROAD FOR WAHKEENA CREEK, IN TOP AND 0.46 M (1.5 FT) WEST OF
 RD0046'THE EAST END OF THE HEADWALL, 14.6 M (47.9 FT) SOUTH OF THE EXTENDED
 RD0046'CENTER OF THE ROAD, 8.8 M (28.9 FT) SOUTHEAST OF THE SOUTHWEST CORNER
 RD0046'OF THE PARKING AREA.
 RD0046'THE MARK IS 0.3 M ABOVE THE GROUND.
 RD0046
 RD0046                          STATION RECOVERY (1988)
 RD0046
 RD0046'RECOVERY NOTE BY US POWER SQUADRON 1988 (GAN)
 RD0046'RECOVERED IN GOOD CONDITION.
 RD0046
 RD0046                          STATION RECOVERY (1990)
 RD0046
 RD0046'RECOVERY NOTE BY US POWER SQUADRON 1990 (FV)
 RD0046'MARK RECOVERED IN POOR CONDITION.
 RD0046
 RD0046                          STATION RECOVERY (2005)
 RD0046
 RD0046'RECOVERY NOTE BY US POWER SQUADRON 2005 (SO)
 RD0046'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0122 ***********************************************************************
 NZ0122  DESIGNATION -  4
 NZ0122  PID         -  NZ0122
 NZ0122  STATE/COUNTY-  OR/JACKSON
 NZ0122  USGS QUAD   -  ASHLAND (1996)
 NZ0122
 NZ0122                         *CURRENT SURVEY CONTROL
 NZ0122  ___________________________________________________________________
 NZ0122* NAD 83(1986)-  42 12 18.     (N)    122 37 53.     (W)     SCALED    
 NZ0122* NAVD 88     -       623.40   (+/-2cm)    2045.3    (feet)  VERTCON   
 NZ0122  ___________________________________________________________________
 NZ0122  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 NZ0122  VERT ORDER  -  ? (See Below)
 NZ0122
 NZ0122.The horizontal coordinates were scaled from a topographic map and have
 NZ0122.an estimated accuracy of +/- 6 seconds.
 NZ0122
 NZ0122.The NAVD 88 height was computed by applying the VERTCON shift value to
 NZ0122.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NZ0122.The vertical order pertains to the NGVD 29 superseded value.
 NZ0122
 NZ0122.The geoid height was determined by GEOID03.
 NZ0122
 NZ0122;                    North         East    Units  Estimated Accuracy
 NZ0122;SPC OR S     -    62,040.    1,323,990.      MT  (+/- 180 meters Scaled)
 NZ0122
 NZ0122                          SUPERSEDED SURVEY CONTROL
 NZ0122
 NZ0122  NGVD 29 (??/??/92)  622.329  (m)         2041.76   (f) ADJ UNCH    ?  
 NZ0122
 NZ0122.Superseded values are not recommended for survey control.
 NZ0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0122.See file dsdata.txt to determine how the superseded data were derived.
 NZ0122
 NZ0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM304726(NAD 83)
 NZ0122_MARKER: S = SPIKE
 NZ0122_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NZ0122_SP_SET: MAPLE TREE
 NZ0122_STAMPING: 2040 4
 NZ0122_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0122
 NZ0122  HISTORY     - Date     Condition        Report By
 NZ0122  HISTORY     - UNK      MONUMENTED       USGS
 NZ0122  HISTORY     - 1908     GOOD             USGS
 NZ0122
 NZ0122                          STATION DESCRIPTION
 NZ0122
 NZ0122'DESCRIBED BY US GEOLOGICAL SURVEY 1908
 NZ0122'4.6 MI NE FROM ASHLAND.
 NZ0122'4.6 MILES NORTHEAST OF THE JUNCTION OF U.S. HIGHWAY 99 AND STATE
 NZ0122'HIGHWAY 66 AT THE SOUTH CITY LIMITS OF ASHLAND, JACKSON COUNTY, ON
 NZ0122'DEAD INDIAN ROAD, 180 FEET NORTHEAST OF THE JUNCTION OF THE ABANDONED
 NZ0122'ROAD, 62 FEET SOUTHEAST OF THE ROAD, NEAR A CREEK, AND IN THE BASE AT
 NZ0122'THE BACK SIDE OF A LEANING 36-INCH MAPLE TREE MARKED ON THE FRONT BY A
 NZ0122'TRIANGULAR BLAZE AND AN ALUMINUM TAG STAMPED 2040 4.  A SPIKE IN A
 NZ0122'PYRAMID.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0273 ***********************************************************************
 NZ0273  DESIGNATION -  4
 NZ0273  PID         -  NZ0273
 NZ0273  STATE/COUNTY-  OR/JACKSON
 NZ0273  USGS QUAD   -  RAGSDALE BUTTE (1989)
 NZ0273
 NZ0273                         *CURRENT SURVEY CONTROL
 NZ0273  ___________________________________________________________________
 NZ0273* NAD 83(1986)-  42 46 18.     (N)    122 52 09.     (W)     SCALED    
 NZ0273* NAVD 88     -      1008.774  (meters)    3309.62   (feet)  ADJUSTED  
 NZ0273  ___________________________________________________________________
 NZ0273  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 NZ0273  DYNAMIC HT  -        1008.392 (meters)    3308.37  (feet)  COMP
 NZ0273  MODELED GRAV-     980,205.8   (mgal)                       NAVD 88
 NZ0273
 NZ0273  VERT ORDER  -  SECOND    CLASS 0
 NZ0273
 NZ0273.The horizontal coordinates were scaled from a topographic map and have
 NZ0273.an estimated accuracy of +/- 6 seconds.
 NZ0273
 NZ0273.The orthometric height was determined by differential leveling
 NZ0273.and adjusted in June 1991.
 NZ0273
 NZ0273.The geoid height was determined by GEOID03.
 NZ0273
 NZ0273.The dynamic height is computed by dividing the NAVD 88
 NZ0273.geopotential number by the normal gravity value computed on the
 NZ0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0273.degrees latitude (g = 980.6199 gals.).
 NZ0273
 NZ0273.The modeled gravity was interpolated from observed gravity values.
 NZ0273
 NZ0273;                    North         East    Units  Estimated Accuracy
 NZ0273;SPC OR S     -   125,490.    1,306,140.      MT  (+/- 180 meters Scaled)
 NZ0273
 NZ0273                          SUPERSEDED SURVEY CONTROL
 NZ0273
 NZ0273  NGVD 29 (??/??/92) 1007.722  (m)         3306.17   (f) ADJ UNCH    2 0
 NZ0273
 NZ0273.Superseded values are not recommended for survey control.
 NZ0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0273.See file dsdata.txt to determine how the superseded data were derived.
 NZ0273
 NZ0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN107354(NAD 83)
 NZ0273_MARKER: DD = SURVEY DISK
 NZ0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ0273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NZ0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0273+STABILITY: SURFACE MOTION
 NZ0273
 NZ0273  HISTORY     - Date     Condition        Report By
 NZ0273  HISTORY     - UNK      MONUMENTED       BPR
 NZ0273  HISTORY     - 1949     GOOD             NGS
 NZ0273  HISTORY     - 1960     GOOD             NGS
 NZ0273  HISTORY     - 1986     GOOD             USPSQD
 NZ0273
 NZ0273                          STATION DESCRIPTION
 NZ0273
 NZ0273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 NZ0273'IN DIVIDE G S.
 NZ0273'AT DIVIDE GUARD STATION, AT THE DOUGLAS - JACKSON COUNTY LINES, 43
 NZ0273'FEET WEST OF THE CENTER LINE OF THE ROAD, 42.5 FEET SOUTHEAST OF THE
 NZ0273'SOUTHEAST CORNER OF THE GUARD STATION, 31 FEET SOUTH OF A FLAG POLE,
 NZ0273'13 FEET NORTH OF THE CENTER LINE OF A DRIVEWAY, 0.6 FOOT NORTH OF A
 NZ0273'BOARD FENCE, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 NZ0273'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 NZ0273
 NZ0273                          STATION RECOVERY (1960)
 NZ0273
 NZ0273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 NZ0273'RECOVERED IN GOOD CONDITION.
 NZ0273
 NZ0273                          STATION RECOVERY (1986)
 NZ0273
 NZ0273'RECOVERY NOTE BY US POWER SQUADRON 1986 (WCC)
 NZ0273'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0063 ***********************************************************************
 NZ0063  DESIGNATION -  4
 NZ0063  PID         -  NZ0063
 NZ0063  STATE/COUNTY-  OR/JACKSON
 NZ0063  USGS QUAD   -  UNION CREEK (1989)
 NZ0063
 NZ0063                         *CURRENT SURVEY CONTROL
 NZ0063  ___________________________________________________________________
 NZ0063* NAD 83(1986)-  42 57 08.     (N)    122 24 29.     (W)     SCALED    
 NZ0063* NAVD 88     -      1133.059  (meters)    3717.38   (feet)  ADJUSTED  
 NZ0063  ___________________________________________________________________
 NZ0063  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 NZ0063  DYNAMIC HT  -        1132.492 (meters)    3715.52  (feet)  COMP
 NZ0063  MODELED GRAV-     980,081.2   (mgal)                       NAVD 88
 NZ0063
 NZ0063  VERT ORDER  -  SECOND    CLASS 0
 NZ0063
 NZ0063.The horizontal coordinates were scaled from a topographic map and have
 NZ0063.an estimated accuracy of +/- 6 seconds.
 NZ0063
 NZ0063.The orthometric height was determined by differential leveling
 NZ0063.and adjusted in June 1991.
 NZ0063
 NZ0063.The geoid height was determined by GEOID03.
 NZ0063
 NZ0063.The dynamic height is computed by dividing the NAVD 88
 NZ0063.geopotential number by the normal gravity value computed on the
 NZ0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0063.degrees latitude (g = 980.6199 gals.).
 NZ0063
 NZ0063.The modeled gravity was interpolated from observed gravity values.
 NZ0063
 NZ0063;                    North         East    Units  Estimated Accuracy
 NZ0063;SPC OR S     -   144,580.    1,344,320.      MT  (+/- 180 meters Scaled)
 NZ0063
 NZ0063                          SUPERSEDED SURVEY CONTROL
 NZ0063
 NZ0063  NGVD 29 (??/??/92) 1131.828  (m)         3713.34   (f) ADJ UNCH    2 0
 NZ0063
 NZ0063.Superseded values are not recommended for survey control.
 NZ0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0063.See file dsdata.txt to determine how the superseded data were derived.
 NZ0063
 NZ0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN482556(NAD 83)
 NZ0063_MARKER: DD = SURVEY DISK
 NZ0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ0063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NZ0063_STAMPING: 3713 4 1939
 NZ0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0063+STABILITY: SURFACE MOTION
 NZ0063
 NZ0063  HISTORY     - Date     Condition        Report By
 NZ0063  HISTORY     - 1939     MONUMENTED       BPR
 NZ0063  HISTORY     - 1969     GOOD             NGS
 NZ0063
 NZ0063                          STATION DESCRIPTION
 NZ0063
 NZ0063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 NZ0063'3.9 MI NE FROM UNION CREEK.
 NZ0063'1.3 MILES NORTHEAST ALONG STATE HIGHWAY 62 FROM THE UNION CREEK RANGER
 NZ0063'STATION TO THE JUNCTION WITH STATE HIGHWAY 230, THENCE NORTH ALONG
 NZ0063'STATE HIGHWAY 230 FOR 2.6 MILES TO THE BENCH MARK ON THE RIGHT, 0.5
 NZ0063'MILE SOUTH OF MILE POST NO. 3, 34 FEET EAST OF THE CENTER OF THE
 NZ0063'HIGHWAY, 9 FEET NORTHEAST OF A 40-INCH SUGAR PINE, AND 1 FOOT NORTH OF
 NZ0063'A METAL WITNESS POST SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT
 NZ0063'PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3596 ***********************************************************************
 RD3596  DESIGNATION -  4
 RD3596  PID         -  RD3596
 RD3596  STATE/COUNTY-  OR/MULTNOMAH
 RD3596  USGS QUAD   -  SAUVIE ISLAND (1990)
 RD3596
 RD3596                         *CURRENT SURVEY CONTROL
 RD3596  ___________________________________________________________________
 RD3596* NAD 83(1991)-  45 39 23.24377(N)    122 45 56.70069(W)     ADJUSTED  
 RD3596* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 RD3596  ___________________________________________________________________
 RD3596  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 RD3596  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 RD3596  HORZ ORDER  -  THIRD
 RD3596
 RD3596.The horizontal coordinates were established by classical geodetic methods
 RD3596.and adjusted by the National Geodetic Survey in October 1991.
 RD3596
 RD3596.The orthometric height was scaled from a topographic map.
 RD3596
 RD3596.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3596
 RD3596.The geoid height was determined by GEOID03.
 RD3596
 RD3596;                    North         East     Units Scale Factor Converg.
 RD3596;SPC OR N     -   223,587.955 2,323,439.842   MT  0.99993080   -1 36 24.6
 RD3596;SPC OR N     -   733,556.28  7,622,834.13   iFT  0.99993080   -1 36 24.6
 RD3596;SPC WA S     -    38,452.113   323,420.852   MT  1.00004478   -1 38 45.0
 RD3596;SPC WA S     -   126,154.97  1,061,089.91   sFT  1.00004478   -1 38 45.0
 RD3596;UTM  10      - 5,055,905.298   518,250.431   MT  0.99960409   +0 10 03.1
 RD3596
 RD3596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3596!SPC OR N     -   1.00000341  x   0.99993080  =   0.99993421
 RD3596!SPC WA S     -   1.00000341  x   1.00004478  =   1.00004819
 RD3596!UTM  10      -   1.00000341  x   0.99960409  =   0.99960750
 RD3596
 RD3596:                Primary Azimuth Mark                     Grid Az
 RD3596:SPC OR N     -  2                                        338 57 18.1
 RD3596:SPC WA S     -  2                                        338 59 38.5
 RD3596:UTM  10      -  2                                        337 10 50.4
 RD3596
 RD3596|---------------------------------------------------------------------|
 RD3596| PID    Reference Object                     Distance      Geod. Az  |
 RD3596|                                                           dddmmss.s |
 RD3596| RD3575 2                                   APPROX. 1.6 KM 3372053.5 |
 RD3596|---------------------------------------------------------------------|
 RD3596
 RD3596                          SUPERSEDED SURVEY CONTROL
 RD3596
 RD3596  NAD 83(1986)-  45 39 23.26299(N)    122 45 56.70188(W) AD(       ) 3
 RD3596  NAD 27      -  45 39 23.84100(N)    122 45 52.34100(W) AD(       ) 3
 RD3596
 RD3596.Superseded values are not recommended for survey control.
 RD3596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3596.See file dsdata.txt to determine how the superseded data were derived.
 RD3596
 RD3596_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1825055905(NAD 83)
 RD3596
 RD3596  HISTORY     - Date     Condition        Report By
 RD3596  HISTORY     - 1899     MONUMENTED       USE
 RD3596  HISTORY     - 1960     SEE DESCRIPTION  CGS
 RD3596  HISTORY     - 19940423 MARK NOT FOUND   USPSQD
 RD3596
 RD3596                          STATION DESCRIPTION
 RD3596
 RD3596'DESCRIBED BY US ENGINEERS 1899
 RD3596'THE STATION IS MARKED BY A PIPE IN A REVETMENT.
 RD3596
 RD3596                          STATION RECOVERY (1960)
 RD3596
 RD3596'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FN)
 RD3596'STATION WAS MARKED BY A PIPE.  A SEARCH WAS MADE FOR THIS
 RD3596'STATION.  IT IS QUITE CERTAIN THAT IT HAS BEEN DESTROYED BY
 RD3596'WATER EROSION FROM THE COLUMBIA RIVER.
 RD3596'
 RD3596'THIS STATION SHOULD BE CONSIDERED LOST.
 RD3596
 RD3596                          STATION RECOVERY (1994)
 RD3596
 RD3596'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD3596'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0757 ***********************************************************************
 QB0757  DESIGNATION -  4 1992
 QB0757  PID         -  QB0757
 QB0757  STATE/COUNTY-  OR/BAKER
 QB0757  USGS QUAD   -  CONNOR CREEK (1987)
 QB0757
 QB0757                         *CURRENT SURVEY CONTROL
 QB0757  ___________________________________________________________________
 QB0757* NAD 83(1986)-  44 30 44.     (N)    117 11 41.     (W)     SCALED    
 QB0757* NAVD 88     -       608.111  (meters)    1995.11   (feet)  ADJUSTED  
 QB0757  ___________________________________________________________________
 QB0757  GEOID HEIGHT-         -16.76  (meters)                     GEOID03
 QB0757  DYNAMIC HT  -         607.936 (meters)    1994.54  (feet)  COMP
 QB0757  MODELED GRAV-     980,311.0   (mgal)                       NAVD 88
 QB0757
 QB0757  VERT ORDER  -  SECOND    CLASS 0
 QB0757
 QB0757.The horizontal coordinates were scaled from a topographic map and have
 QB0757.an estimated accuracy of +/- 6 seconds.
 QB0757
 QB0757.The orthometric height was determined by differential leveling
 QB0757.and adjusted in June 1991.
 QB0757
 QB0757.The geoid height was determined by GEOID03.
 QB0757
 QB0757.The dynamic height is computed by dividing the NAVD 88
 QB0757.geopotential number by the normal gravity value computed on the
 QB0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0757.degrees latitude (g = 980.6199 gals.).
 QB0757
 QB0757.The modeled gravity was interpolated from observed gravity values.
 QB0757
 QB0757;                    North         East    Units  Estimated Accuracy
 QB0757;SPC OR N     -    99,340.    2,762,730.      MT  (+/- 180 meters Scaled)
 QB0757
 QB0757                          SUPERSEDED SURVEY CONTROL
 QB0757
 QB0757  NGVD 29 (??/??/92)  607.103  (m)         1991.80   (f) ADJ UNCH    2 0
 QB0757
 QB0757.Superseded values are not recommended for survey control.
 QB0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0757.See file dsdata.txt to determine how the superseded data were derived.
 QB0757
 QB0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK845287(NAD 83)
 QB0757_MARKER: DD = SURVEY DISK
 QB0757_SETTING: 80 = SET IN A BOULDER
 QB0757_SP_SET: BOULDER
 QB0757_STAMPING: 1911 1992 4
 QB0757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0757+STABILITY: SURFACE MOTION
 QB0757
 QB0757  HISTORY     - Date     Condition        Report By
 QB0757  HISTORY     - 1911     MONUMENTED       USGS
 QB0757  HISTORY     - 1946     GOOD             NGS
 QB0757
 QB0757                          STATION DESCRIPTION
 QB0757
 QB0757'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 QB0757'1.6 MI SW FROM HOME.
 QB0757'ALONG THE HOMESTEAD BRANCH OF THE UNION PACIFIC RAILROAD, 1.6 MILE
 QB0757'SOUTHWEST OF THE STATION AT HOME, 171.0 FEET NORTH OF CENTER OF A
 QB0757'PRIVATE ROAD CROSSING, ABOUT MIDWAY BETWEEN THE THIRD AND FOURTH
 QB0757'TELEPHONE POLES SOUTH OF CULVERT NO.12.60, 23.1 FEET WEST OF THE WEST
 QB0757'RAIL, 38.0 FEET EAST OF CENTER OF A GRAVEL ROAD, U.S. GEOLOGICAL
 QB0757'SURVEY ALUMINUM DISK SET IN TOP OF THE SOUTH SLOPE OF A 2 1/2X3 FOOT
 QB0757'EMBEDDED BOULDER, ABOUT THE SAME ELEVATION AS THE TRACK AND 1 FOOT
 QB0757'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0608 ***********************************************************************
 NW0608  DESIGNATION -  4 BKC
 NW0608  PID         -  NW0608
 NW0608  STATE/COUNTY-  OR/MALHEUR
 NW0608  USGS QUAD   -  SKULL CREEK (1980)
 NW0608
 NW0608                         *CURRENT SURVEY CONTROL
 NW0608  ___________________________________________________________________
 NW0608* NAD 83(1986)-  42 41 53.     (N)    117 22 27.     (W)     SCALED    
 NW0608* NAVD 88     -      1370.455  (meters)    4496.23   (feet)  ADJUSTED  
 NW0608  ___________________________________________________________________
 NW0608  GEOID HEIGHT-         -17.62  (meters)                     GEOID03
 NW0608  DYNAMIC HT  -        1369.675 (meters)    4493.68  (feet)  COMP
 NW0608  MODELED GRAV-     980,004.1   (mgal)                       NAVD 88
 NW0608
 NW0608  VERT ORDER  -  SECOND    CLASS 0
 NW0608
 NW0608.The horizontal coordinates were scaled from a topographic map and have
 NW0608.an estimated accuracy of +/- 6 seconds.
 NW0608
 NW0608.The orthometric height was determined by differential leveling
 NW0608.and adjusted in August 1995.
 NW0608
 NW0608.The geoid height was determined by GEOID03.
 NW0608
 NW0608.The dynamic height is computed by dividing the NAVD 88
 NW0608.geopotential number by the normal gravity value computed on the
 NW0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0608.degrees latitude (g = 980.6199 gals.).
 NW0608
 NW0608.The modeled gravity was interpolated from observed gravity values.
 NW0608
 NW0608;                    North         East    Units  Estimated Accuracy
 NW0608;SPC OR S     -   119,350.    1,756,050.      MT  (+/- 180 meters Scaled)
 NW0608
 NW0608                          SUPERSEDED SURVEY CONTROL
 NW0608
 NW0608.No superseded survey control is available for this station.
 NW0608
 NW0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH693273(NAD 83)
 NW0608_MARKER: DB = BENCH MARK DISK
 NW0608_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0608_SP_SET: COPPER-CLAD STEEL ROD
 NW0608_STAMPING: 4 BKC 1973 4492
 NW0608_MARK LOGO: USGS  
 NW0608_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0608_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0608_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0608+SATELLITE: SATELLITE OBSERVATIONS - 1973
 NW0608
 NW0608  HISTORY     - Date     Condition        Report By
 NW0608  HISTORY     - 1973     MONUMENTED       USGS
 NW0608
 NW0608                          STATION DESCRIPTION
 NW0608
 NW0608'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 NW0608'FROM ROME, OREGON PROCEED 18.5 MILES SOUTH ALONG A DIRT ROAD AT A
 NW0608'T-ROAD WEST, 34 FEET SOUTH AND 34 FEET WEST OF A T-ROAD INTERSECTION,
 NW0608'SET ON A COPPER-COATED STEEL ROD DRIVEN TO REFUSAL (ROD DEPTH
 NW0608'UNKNOWN), ENCASED IN A 6-INCH BLACK FIBER PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2689 ***********************************************************************
 QE2689  DESIGNATION -  4 KJO
 QE2689  PID         -  QE2689
 QE2689  STATE/COUNTY-  OR/LINCOLN
 QE2689  USGS QUAD   -  HARLAN (1984)
 QE2689
 QE2689                         *CURRENT SURVEY CONTROL
 QE2689  ___________________________________________________________________
 QE2689* NAD 83(1986)-  44 33 02.     (N)    123 41 23.     (W)     SCALED    
 QE2689* NAVD 88     -        81.348  (meters)     266.89   (feet)  ADJUSTED  
 QE2689  ___________________________________________________________________
 QE2689  GEOID HEIGHT-         -22.21  (meters)                     GEOID03
 QE2689  DYNAMIC HT  -          81.346 (meters)     266.88  (feet)  COMP
 QE2689  MODELED GRAV-     980,592.8   (mgal)                       NAVD 88
 QE2689
 QE2689  VERT ORDER  -  SECOND    CLASS I
 QE2689
 QE2689.The horizontal coordinates were scaled from a topographic map and have
 QE2689.an estimated accuracy of +/- 6 seconds.
 QE2689
 QE2689.The orthometric height was determined by differential leveling
 QE2689.and adjusted in August 1995.
 QE2689
 QE2689.The geoid height was determined by GEOID03.
 QE2689
 QE2689.The dynamic height is computed by dividing the NAVD 88
 QE2689.geopotential number by the normal gravity value computed on the
 QE2689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE2689.degrees latitude (g = 980.6199 gals.).
 QE2689
 QE2689.The modeled gravity was interpolated from observed gravity values.
 QE2689
 QE2689;                    North         East    Units  Estimated Accuracy
 QE2689;SPC OR N     -   103,220.    2,246,620.      MT  (+/- 180 meters Scaled)
 QE2689
 QE2689                          SUPERSEDED SURVEY CONTROL
 QE2689
 QE2689.No superseded survey control is available for this station.
 QE2689
 QE2689_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ452332(NAD 83)
 QE2689_MARKER: DB = BENCH MARK DISK
 QE2689_SETTING: 66 = SET IN ROCK OUTCROP
 QE2689_SP_SET: BEDROCK
 QE2689_STAMPING: 4 KJO 1979 264
 QE2689_MARK LOGO: USGS  
 QE2689_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QE2689+STABILITY: POSITION/ELEVATION WELL
 QE2689
 QE2689  HISTORY     - Date     Condition        Report By
 QE2689  HISTORY     - 1979     MONUMENTED       USGS
 QE2689
 QE2689                          STATION DESCRIPTION
 QE2689
 QE2689'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 QE2689'1.0 KM (0.65 MI) NE FROM HARLAN.
 QE2689'HARLAN, 0.65 MI NE OF.  40 FT E OF CENTERLINE OF RD, ABOUT 25 W OF
 QE2689'WESTERN BANK OF CREEK, 24 FT S OF FENCE, 5 FT W OF POWERPOLE EB 121.
 QE2689'SET ON 1 FT OF COPPER-CLAD ROD CEMENTED IN BEDROCK.
 QE2689'THE MARK IS 2 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0775 ***********************************************************************
 PA0775  DESIGNATION -  4 LRC
 PA0775  PID         -  PA0775
 PA0775  STATE/COUNTY-  OR/HARNEY
 PA0775  USGS QUAD   -  LOCUST BUTTE (1984)
 PA0775
 PA0775                         *CURRENT SURVEY CONTROL
 PA0775  ___________________________________________________________________
 PA0775* NAD 83(1986)-  43 11 41.     (N)    119 53 41.     (W)     SCALED    
 PA0775* NAVD 88     -      1432.648  (meters)    4700.28   (feet)  ADJUSTED  
 PA0775  ___________________________________________________________________
 PA0775  GEOID HEIGHT-         -19.86  (meters)                     GEOID03
 PA0775  DYNAMIC HT  -        1431.857 (meters)    4697.68  (feet)  COMP
 PA0775  MODELED GRAV-     980,018.2   (mgal)                       NAVD 88
 PA0775
 PA0775  VERT ORDER  -  SECOND    CLASS 0
 PA0775
 PA0775.The horizontal coordinates were scaled from a topographic map and have
 PA0775.an estimated accuracy of +/- 6 seconds.
 PA0775
 PA0775.The orthometric height was determined by differential leveling
 PA0775.and adjusted in August 1995.
 PA0775
 PA0775.The geoid height was determined by GEOID03.
 PA0775
 PA0775.The dynamic height is computed by dividing the NAVD 88
 PA0775.geopotential number by the normal gravity value computed on the
 PA0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0775.degrees latitude (g = 980.6199 gals.).
 PA0775
 PA0775.The modeled gravity was interpolated from observed gravity values.
 PA0775
 PA0775;                    North         East    Units  Estimated Accuracy
 PA0775;SPC OR S     -   169,920.    1,549,190.      MT  (+/- 180 meters Scaled)
 PA0775
 PA0775                          SUPERSEDED SURVEY CONTROL
 PA0775
 PA0775.No superseded survey control is available for this station.
 PA0775
 PA0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKH647865(NAD 83)
 PA0775_MARKER: DB = BENCH MARK DISK
 PA0775_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PA0775+WITH SETTING: INFORMATION.
 PA0775_SP_SET: METAL ROD DRIVEN INTO GROUND
 PA0775_STAMPING: 4 LRC 1970 4696
 PA0775_MARK LOGO: USGS  
 PA0775_MAGNETIC: I = MARKER IS A STEEL ROD
 PA0775_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PA0775
 PA0775  HISTORY     - Date     Condition        Report By
 PA0775  HISTORY     - 1970     MONUMENTED       USGS
 PA0775
 PA0775                          STATION DESCRIPTION
 PA0775
 PA0775'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 PA0775'FROM WAGONTIRE, OREGON, PROCEED 4.5 MILES SOUTHWEST ALONG U S HIGHWAY
 PA0775'395, AT THE DRY VALLEY ROAD JUNCTION, 48 FEET WEST OF THE CENTERLINE
 PA0775'OF THE HIGHWAY, 3 FEET EAST OF A FENCE, 2 FEET EAST OF A WITNESS
 PA0775'POST.  THE ROD DEPTH IS UNKNOWN AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0292 ***********************************************************************
 QE0292  DESIGNATION -  4 M
 QE0292  PID         -  QE0292
 QE0292  STATE/COUNTY-  OR/LANE
 QE0292  USGS QUAD   -  LEABURG (1988)
 QE0292
 QE0292                         *CURRENT SURVEY CONTROL
 QE0292  ___________________________________________________________________
 QE0292* NAD 83(1986)-  44 06 46.     (N)    122 38 40.     (W)     SCALED    
 QE0292* NAVD 88     -       224.538  (meters)     736.67   (feet)  ADJUSTED  
 QE0292  ___________________________________________________________________
 QE0292  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 QE0292  DYNAMIC HT  -         224.497 (meters)     736.54  (feet)  COMP
 QE0292  MODELED GRAV-     980,430.2   (mgal)                       NAVD 88
 QE0292
 QE0292  VERT ORDER  -  FIRST     CLASS II
 QE0292
 QE0292.The horizontal coordinates were scaled from a topographic map and have
 QE0292.an estimated accuracy of +/- 6 seconds.
 QE0292
 QE0292.The orthometric height was determined by differential leveling
 QE0292.and adjusted in June 1991.
 QE0292
 QE0292.The geoid height was determined by GEOID03.
 QE0292
 QE0292.The dynamic height is computed by dividing the NAVD 88
 QE0292.geopotential number by the normal gravity value computed on the
 QE0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0292.degrees latitude (g = 980.6199 gals.).
 QE0292
 QE0292.The modeled gravity was interpolated from observed gravity values.
 QE0292
 QE0292;                    North         East    Units  Estimated Accuracy
 QE0292;SPC OR S     -   273,930.    1,328,340.      MT  (+/- 180 meters Scaled)
 QE0292
 QE0292                          SUPERSEDED SURVEY CONTROL
 QE0292
 QE0292  NGVD 29 (??/??/92)  223.414  (m)          732.98   (f) ADJ UNCH    1 2
 QE0292
 QE0292.Superseded values are not recommended for survey control.
 QE0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0292.See file dsdata.txt to determine how the superseded data were derived.
 QE0292
 QE0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP284844(NAD 83)
 QE0292_MARKER: DD = SURVEY DISK
 QE0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0292_SP_SET: CONCRETE POST
 QE0292_STAMPING: 4 M 1927
 QE0292_MARK LOGO: USGS  
 QE0292_PROJECTION: PROJECTING 10 CENTIMETERS
 QE0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0292+STABILITY: SURFACE MOTION
 QE0292
 QE0292  HISTORY     - Date     Condition        Report By
 QE0292  HISTORY     - 1927     MONUMENTED       USGS
 QE0292  HISTORY     - 1943     GOOD             NGS
 QE0292  HISTORY     - 1981     GOOD             LOCSUR
 QE0292  HISTORY     - 1987     GOOD             NGS
 QE0292  HISTORY     - 1989     GOOD             USPSQD
 QE0292
 QE0292                          STATION DESCRIPTION
 QE0292
 QE0292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QE0292'1.8 MI NE FROM LEABURG.
 QE0292'ABOUT 1.5 MILES NORTHEAST ALONG U.S. HIGHWAY 28 AND 0.3 MILE EAST
 QE0292'ALONG THE OLD MCKENZIE HIGHWAY FROM THE POST OFFICE AT LEABURG, LANE
 QE0292'COUNTY, SET IN THE NORTHWEST CORNER OF THE GREENWOOD CEMETERY, 1 FOOT
 QE0292'WEST OF A NORTH-SOUTH FENCE, 37.0 FEET NORTHWEST OF THE NORTHWEST
 QE0292'CORNER OF A WHITE BUILDING, 27.0 FEET SOUTH OF THE CENTER LINE OF THE
 QE0292'ROAD, PROJECTING ABOUT 4-INCHES ABOVE THE GROUND, 2.0 FEET NORTH OF A
 QE0292'WHITE REFERENCE POST.
 QE0292
 QE0292                          STATION RECOVERY (1981)
 QE0292
 QE0292'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 QE0292'ABOUT 1.5 MILES NORTHEAST OF LEABURG ON MCKENZIE HWY., THENCE EAST
 QE0292'0.3 MILES ON GREENWOOD ROAD. AT NORTHWEST CORNER OF GREENWOOD
 QE0292'CEMETARY 27 FT. SOUTH OF ROAD. DISK STAMPED '4 M 1927' IN CONCRETE
 QE0292'POST. 50 FT. WEST OF D/W TO ADDRESS 89880.
 QE0292
 QE0292                          STATION RECOVERY (1987)
 QE0292
 QE0292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE0292'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  32.0 KM
 QE0292'(19.90 MI) EASTERLY ALONG STATE HIGHWAY 126 FROM ITS JUNCTION WITH
 QE0292'SOUTH 5TH STREET IN SPRINGFIELD, THENCE 0.5 KM (0.30 MI)
 QE0292'SOUTHEASTERLY ALONG A PAVED ROAD, 35.9 M (117.8 FT) WEST OF THE
 QE0292'CENTER OF A GATE LEADING INTO THE GREENWOOD CEMETERY, 8.3 M (27.2 FT)
 QE0292'SOUTH OF THE CENTERLINE OF THE ROAD, 3.7 M (12.1 FT) SOUTH OF A FENCE
 QE0292'CORNER, AND 0.3 M (1.0 FT) WEST OF A FENCE.
 QE0292'THE MARK IS 0.5 METERS  SSW FROM  A WOOODEN WITNESS POST
 QE0292'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 QE0292
 QE0292                          STATION RECOVERY (1989)
 QE0292
 QE0292'RECOVERY NOTE BY US POWER SQUADRON 1989 (JW)
 QE0292'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0447 ***********************************************************************
 PC0447  DESIGNATION -  4 M
 PC0447  PID         -  PC0447
 PC0447  STATE/COUNTY-  OR/DOUGLAS
 PC0447  USGS QUAD   -  OLD FAIRVIEW (1997)
 PC0447
 PC0447                         *CURRENT SURVEY CONTROL
 PC0447  ___________________________________________________________________
 PC0447* NAD 83(1986)-  43 18 51.     (N)    122 58 15.     (W)     SCALED    
 PC0447* NAVD 88     -       253.540  (meters)     831.82   (feet)  ADJUSTED  
 PC0447  ___________________________________________________________________
 PC0447  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 PC0447  DYNAMIC HT  -         253.468 (meters)     831.59  (feet)  COMP
 PC0447  MODELED GRAV-     980,330.8   (mgal)                       NAVD 88
 PC0447
 PC0447  VERT ORDER  -  FIRST     CLASS II
 PC0447
 PC0447.The horizontal coordinates were scaled from a topographic map and have
 PC0447.an estimated accuracy of +/- 6 seconds.
 PC0447
 PC0447.The orthometric height was determined by differential leveling
 PC0447.and adjusted in June 1991.
 PC0447
 PC0447.The geoid height was determined by GEOID03.
 PC0447
 PC0447.The dynamic height is computed by dividing the NAVD 88
 PC0447.geopotential number by the normal gravity value computed on the
 PC0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0447.degrees latitude (g = 980.6199 gals.).
 PC0447
 PC0447.The modeled gravity was interpolated from observed gravity values.
 PC0447
 PC0447;                    North         East    Units  Estimated Accuracy
 PC0447;SPC OR S     -   185,970.    1,299,610.      MT  (+/- 180 meters Scaled)
 PC0447
 PC0447                          SUPERSEDED SURVEY CONTROL
 PC0447
 PC0447  NGVD 29 (??/??/92)  252.431  (m)          828.18   (f) ADJ UNCH    1 2
 PC0447
 PC0447.Superseded values are not recommended for survey control.
 PC0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0447.See file dsdata.txt to determine how the superseded data were derived.
 PC0447
 PC0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN023957(NAD 83)
 PC0447_MARKER: DD = SURVEY DISK
 PC0447_SETTING: 66 = SET IN ROCK OUTCROP
 PC0447_SP_SET: OUTCROP
 PC0447_STAMPING: 4 M 1935
 PC0447_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PC0447+STABILITY: POSITION/ELEVATION WELL
 PC0447
 PC0447  HISTORY     - Date     Condition        Report By
 PC0447  HISTORY     - 1935     MONUMENTED       USGS
 PC0447  HISTORY     - 1941     GOOD             NGS
 PC0447  HISTORY     - 19841024 GOOD             USPSQD
 PC0447
 PC0447                          STATION DESCRIPTION
 PC0447
 PC0447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 PC0447'3.6 MI E FROM IDLEYLD PARK.
 PC0447'ABOUT 3.6 MILES EAST OF IDLEYLD PARK ON ROAD TO DIAMOND LAKE, 100 FT.
 PC0447'SW. OF CLAY CREEK BRIDGE, 28 FT. SOUTH OF ROAD., ON ROCK OUTCROP.
 PC0447'WITNESS POST SET BY MARK.
 PC0447
 PC0447                          STATION RECOVERY (1984)
 PC0447
 PC0447'RECOVERY NOTE BY US POWER SQUADRON 1984 (KJO)
 PC0447'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0596 ***********************************************************************
 PA0596  DESIGNATION -  4 MDC
 PA0596  PID         -  PA0596
 PA0596  STATE/COUNTY-  OR/HARNEY
 PA0596  USGS QUAD   -  CRANE (1990)
 PA0596
 PA0596                         *CURRENT SURVEY CONTROL
 PA0596  ___________________________________________________________________
 PA0596* NAD 83(1986)-  43 25 12.     (N)    118 35 22.     (W)     SCALED    
 PA0596* NAVD 88     -      1258.712  (meters)    4129.62   (feet)  ADJUSTED  
 PA0596  ___________________________________________________________________
 PA0596  GEOID HEIGHT-         -18.86  (meters)                     GEOID03
 PA0596  DYNAMIC HT  -        1258.085 (meters)    4127.57  (feet)  COMP
 PA0596  MODELED GRAV-     980,077.8   (mgal)                       NAVD 88
 PA0596
 PA0596  VERT ORDER  -  FIRST     CLASS II
 PA0596
 PA0596.The horizontal coordinates were scaled from a topographic map and have
 PA0596.an estimated accuracy of +/- 6 seconds.
 PA0596
 PA0596.The orthometric height was determined by differential leveling
 PA0596.and adjusted in June 1991.
 PA0596
 PA0596.The geoid height was determined by GEOID03.
 PA0596
 PA0596.The dynamic height is computed by dividing the NAVD 88
 PA0596.geopotential number by the normal gravity value computed on the
 PA0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0596.degrees latitude (g = 980.6199 gals.).
 PA0596
 PA0596.The modeled gravity was interpolated from observed gravity values.
 PA0596
 PA0596;                    North         East    Units  Estimated Accuracy
 PA0596;SPC OR S     -   196,530.    1,654,700.      MT  (+/- 180 meters Scaled)
 PA0596
 PA0596                          SUPERSEDED SURVEY CONTROL
 PA0596
 PA0596.No superseded survey control is available for this station.
 PA0596
 PA0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ713086(NAD 83)
 PA0596_MARKER: DB = BENCH MARK DISK
 PA0596_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PA0596_SP_SET: COPPER-CLAD STEEL ROD
 PA0596_STAMPING: 4 MDC 1973 4126
 PA0596_MARK LOGO: USGS  
 PA0596_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PA0596
 PA0596  HISTORY     - Date     Condition        Report By
 PA0596  HISTORY     - 1973     MONUMENTED       USGS
 PA0596  HISTORY     - 1984     GOOD             NGS
 PA0596
 PA0596                          STATION DESCRIPTION
 PA0596
 PA0596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PA0596'15.4 KM (9.6 MI) NORTH FROM NEW PRINCETON.
 PA0596'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  15.41 KM
 PA0596'(9.58 MI) NORTH ALONG STATE HIGHWAY 78 FROM THE POST OFFICE AT NEW
 PA0596'PRINCETON, INSIDE A STEEL PIPE FENCE CORNER IN THE NORTHWEST CORNER OF
 PA0596'THE INTERSECTION OF A NORTHWEST-SOUTHEAST PAVED ROAD (OLD HIGHWAY) AND
 PA0596'A NORTH-SOUTH DIRT ROAD, 0.28 KM (0.18 MI) SOUTH OF MILEPOST 28 ALSO
 PA0596'18.55 KM (11.53 MI) EAST OF LAWEN, 47.2 METERS (155 FT) EAST-NORTHEAST
 PA0596'OF THE HIGHWAY CENTERLINE, 17.1 METERS (56 FT) NORTHEAST OF THE CENTER
 PA0596'OF THE PAVED ROAD, 14.9 METERS (49 FT) WEST OF THE CENTER OF THE DIRT
 PA0596'ROAD, 1.8 METERS (6 FT) NORTHWEST OF A POWER LINE GUY POLE AND
 PA0596'1.4 METERS (4.5 FT) NORTH OF A FENCE CORNER.  A COPPER-CLAD STEEL ROD
 PA0596'SET TO AN UNKOWN DEPTH PROJECTING 5 CENTIMETERS
 PA0596'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 PA0596'THE MARK IS 0.5 M BELOW THE PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0471 ***********************************************************************
 QB0471  DESIGNATION -  4 N
 QB0471  PID         -  QB0471
 QB0471  STATE/COUNTY-  OR/BAKER
 QB0471  USGS QUAD   -  CUDDY MOUNTAIN (1987)
 QB0471
 QB0471                         *CURRENT SURVEY CONTROL
 QB0471  ___________________________________________________________________
 QB0471* NAD 83(1986)-  44 52 03.     (N)    116 52 32.     (W)     SCALED    
 QB0471* NAVD 88     -       552.141  (meters)    1811.48   (feet)  ADJUSTED  
 QB0471  ___________________________________________________________________
 QB0471  GEOID HEIGHT-         -16.16  (meters)                     GEOID03
 QB0471  DYNAMIC HT  -         552.000 (meters)    1811.02  (feet)  COMP
 QB0471  MODELED GRAV-     980,345.8   (mgal)                       NAVD 88
 QB0471
 QB0471  VERT ORDER  -  SECOND    CLASS 0
 QB0471
 QB0471.The horizontal coordinates were scaled from a topographic map and have
 QB0471.an estimated accuracy of +/- 6 seconds.
 QB0471
 QB0471.The orthometric height was determined by differential leveling
 QB0471.and adjusted in June 1991.
 QB0471
 QB0471.The geoid height was determined by GEOID03.
 QB0471
 QB0471.The dynamic height is computed by dividing the NAVD 88
 QB0471.geopotential number by the normal gravity value computed on the
 QB0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0471.degrees latitude (g = 980.6199 gals.).
 QB0471
 QB0471.The modeled gravity was interpolated from observed gravity values.
 QB0471
 QB0471;                    North         East    Units  Estimated Accuracy
 QB0471;SPC OR N     -   139,860.    2,786,310.      MT  (+/- 180 meters Scaled)
 QB0471
 QB0471                          SUPERSEDED SURVEY CONTROL
 QB0471
 QB0471  NGVD 29 (??/??/92)  551.112  (m)         1808.11   (f) ADJ UNCH    2 0
 QB0471
 QB0471.Superseded values are not recommended for survey control.
 QB0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0471.See file dsdata.txt to determine how the superseded data were derived.
 QB0471
 QB0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK098682(NAD 83)
 QB0471_MARKER: S = SPIKE
 QB0471_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QB0471_SP_SET: BRIDGE
 QB0471_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QB0471
 QB0471  HISTORY     - Date     Condition        Report By
 QB0471  HISTORY     - UNK      MONUMENTED       DOD
 QB0471  HISTORY     - 1946     GOOD             NGS
 QB0471
 QB0471                          STATION DESCRIPTION
 QB0471
 QB0471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 QB0471'13.0 MI S FROM HOMESTEAD.
 QB0471'ALONG THE HOMESTEAD-ROBINETTE ROAD, 13.0 MILES SOUTH OF THE POST
 QB0471'OFFICE AT HOMESTEAD, AT THE SOUTHWEST END OF A WOODEN BRIDGE OVER A
 QB0471'DRY WASH, 1.7 FEET BELOW THE TOP OF AND 1.0 FOOT NORTHWEST OF THE
 QB0471'NORTHWEST EDGE OF THE FLOOR OF THE BRIDGE, THE HEAD OF AN IRON SPIKE
 QB0471'(DRIFT BOLT) DRIVEN IN THE TOP OF AND 0.6 FOOT SOUTH OF THE NORTH
 QB0471'CORNER OF THE NORTHWEST END OF A 12X12-INCH WOODEN SILL ACROSS THE
 QB0471'SOUTHWEST END OF THE BRIDGE, PAINTED USSBM NO. 4.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0843 ***********************************************************************
 PB0843  DESIGNATION -  4 PSM
 PB0843  PID         -  PB0843
 PB0843  STATE/COUNTY-  OR/LAKE
 PB0843  USGS QUAD   -  JACKS PLACE (1982)
 PB0843
 PB0843                         *CURRENT SURVEY CONTROL
 PB0843  ___________________________________________________________________
 PB0843* NAD 83(1986)-  43 26 27.     (N)    120 38 08.     (W)     SCALED    
 PB0843* NAVD 88     -      1321.140  (meters)    4334.44   (feet)  ADJUSTED  
 PB0843  ___________________________________________________________________
 PB0843  GEOID HEIGHT-         -20.35  (meters)                     GEOID03
 PB0843  DYNAMIC HT  -        1320.472 (meters)    4332.25  (feet)  COMP
 PB0843  MODELED GRAV-     980,067.9   (mgal)                       NAVD 88
 PB0843
 PB0843  VERT ORDER  -  THIRD
 PB0843
 PB0843.The horizontal coordinates were scaled from a topographic map and have
 PB0843.an estimated accuracy of +/- 6 seconds.
 PB0843
 PB0843.The orthometric height was determined by differential leveling
 PB0843.and adjusted in August 1995.
 PB0843
 PB0843.The geoid height was determined by GEOID03.
 PB0843
 PB0843.The dynamic height is computed by dividing the NAVD 88
 PB0843.geopotential number by the normal gravity value computed on the
 PB0843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0843.degrees latitude (g = 980.6199 gals.).
 PB0843
 PB0843.The modeled gravity was interpolated from observed gravity values.
 PB0843
 PB0843;                    North         East    Units  Estimated Accuracy
 PB0843;SPC OR S     -   197,090.    1,489,030.      MT  (+/- 180 meters Scaled)
 PB0843
 PB0843                          SUPERSEDED SURVEY CONTROL
 PB0843
 PB0843.No superseded survey control is available for this station.
 PB0843
 PB0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP913124(NAD 83)
 PB0843_MARKER: DB = BENCH MARK DISK
 PB0843_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PB0843_SP_SET: COPPER-CLAD STEEL ROD
 PB0843_STAMPING: 4 PSM 1978 4331
 PB0843_MARK LOGO: USGS  
 PB0843_PROJECTION: PROJECTING 8 CENTIMETERS
 PB0843_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PB0843_ROD/PIPE-DEPTH: 4.57 meters
 PB0843
 PB0843  HISTORY     - Date     Condition        Report By
 PB0843  HISTORY     - 1978     MONUMENTED       USGS
 PB0843
 PB0843                          STATION DESCRIPTION
 PB0843
 PB0843'DESCRIBED BY US GEOLOGICAL SURVEY 1978
 PB0843'32.2 KM (20.00 MI) NNE FROM CHRISTMAS VALLEY.
 PB0843'CHRISTMAS VALLEY PO, 2.0 MI E OF, THENCE 18.0 MI N ALONG MILLICAN RD.
 PB0843'AT NE CORNER OF SEC 2 T25S R17E, AT T-RD, 43 FT W OF RD, AT FENCE
 PB0843'CROSSING, 8 FT E OF T-FENCE WITH WITNESS SIGN, ROD DRIVEN TO REFUSAL,
 PB0843'ENCASED IN GREEN PLASTIC PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2725 ***********************************************************************
 QE2725  DESIGNATION -  4 RBO
 QE2725  PID         -  QE2725
 QE2725  STATE/COUNTY-  OR/LINCOLN
 QE2725  USGS QUAD   -  TOLEDO NORTH (1984)
 QE2725
 QE2725                         *CURRENT SURVEY CONTROL
 QE2725  ___________________________________________________________________
 QE2725* NAD 83(1986)-  44 39 46.     (N)    123 56 56.     (W)     SCALED    
 QE2725* NAVD 88     -         6.265  (meters)      20.55   (feet)  ADJUSTED  
 QE2725  ___________________________________________________________________
 QE2725  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 QE2725  DYNAMIC HT  -           6.265 (meters)      20.55  (feet)  COMP
 QE2725  MODELED GRAV-     980,607.5   (mgal)                       NAVD 88
 QE2725
 QE2725  VERT ORDER  -  SECOND    CLASS I
 QE2725
 QE2725.The horizontal coordinates were scaled from a topographic map and have
 QE2725.an estimated accuracy of +/- 6 seconds.
 QE2725
 QE2725.The orthometric height was determined by differential leveling
 QE2725.and adjusted in August 1995.
 QE2725
 QE2725.The geoid height was determined by GEOID03.
 QE2725
 QE2725.The dynamic height is computed by dividing the NAVD 88
 QE2725.geopotential number by the normal gravity value computed on the
 QE2725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE2725.degrees latitude (g = 980.6199 gals.).
 QE2725
 QE2725.The modeled gravity was interpolated from observed gravity values.
 QE2725
 QE2725;                    North         East    Units  Estimated Accuracy
 QE2725;SPC OR N     -   116,530.    2,226,580.      MT  (+/- 180 meters Scaled)
 QE2725
 QE2725                          SUPERSEDED SURVEY CONTROL
 QE2725
 QE2725.No superseded survey control is available for this station.
 QE2725
 QE2725_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ247459(NAD 83)
 QE2725_MARKER: DB = BENCH MARK DISK
 QE2725_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QE2725_SP_SET: ALUMINUM ALLOY ROD
 QE2725_STAMPING: 4 RBO 1979 17
 QE2725_MARK LOGO: USGS  
 QE2725_PROJECTION: PROJECTING 8 CENTIMETERS
 QE2725_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE2725_ROD/PIPE-DEPTH: 4.27 meters
 QE2725
 QE2725  HISTORY     - Date     Condition        Report By
 QE2725  HISTORY     - 1979     MONUMENTED       USGS
 QE2725
 QE2725                          STATION DESCRIPTION
 QE2725
 QE2725'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 QE2725'5.6 KM (3.50 MI) NORTH FROM TOLEDO.
 QE2725'TOLEDO, 1.45 MI NW OF, ALONG US HWY BUSINESS 20, THENCE 2.1 MI N
 QE2725'ALONG OR HWY 229.  0.1 MI N OF MILEPOST 29, ABOUT 250 FT N OF
 QE2725'HIP-ROOFED BARN ON OPPOSITE SIDE OF HWY 229, 39 FT W OF CENTERLINE OF
 QE2725'HWY, 14 FT S OF CENTERLINE OF ABANDONED LOGGING RD, 3 FT E OF 2-FT
 QE2725'DIAMETER FIR TREE, ENCASED IN 6-INCH PLASTIC PIPE.
 QE2725'THE MARK IS ABOVE LEVEL WITH HWY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0700 ***********************************************************************
 NW0700  DESIGNATION -  4 RTV
 NW0700  PID         -  NW0700
 NW0700  STATE/COUNTY-  OR/MALHEUR
 NW0700  USGS QUAD   -  JACKSON SUMMIT (1982)
 NW0700
 NW0700                         *CURRENT SURVEY CONTROL
 NW0700  ___________________________________________________________________
 NW0700* NAD 83(1986)-  42 13 47.     (N)    117 44 36.     (W)     SCALED    
 NW0700* NAVD 88     -      1509.714  (meters)    4953.12   (feet)  ADJUSTED  
 NW0700  ___________________________________________________________________
 NW0700  GEOID HEIGHT-         -18.30  (meters)                     GEOID03
 NW0700  DYNAMIC HT  -        1508.722 (meters)    4949.87  (feet)  COMP
 NW0700  MODELED GRAV-     979,911.6   (mgal)                       NAVD 88
 NW0700
 NW0700  VERT ORDER  -  SECOND    CLASS 0
 NW0700
 NW0700.The horizontal coordinates were scaled from a topographic map and have
 NW0700.an estimated accuracy of +/- 6 seconds.
 NW0700
 NW0700.The orthometric height was determined by differential leveling
 NW0700.and adjusted in August 1995.
 NW0700
 NW0700.The geoid height was determined by GEOID03.
 NW0700
 NW0700.The dynamic height is computed by dividing the NAVD 88
 NW0700.geopotential number by the normal gravity value computed on the
 NW0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0700.degrees latitude (g = 980.6199 gals.).
 NW0700
 NW0700.The modeled gravity was interpolated from observed gravity values.
 NW0700
 NW0700;                    North         East    Units  Estimated Accuracy
 NW0700;SPC OR S     -    66,290.    1,727,530.      MT  (+/- 180 meters Scaled)
 NW0700
 NW0700                          SUPERSEDED SURVEY CONTROL
 NW0700
 NW0700.No superseded survey control is available for this station.
 NW0700
 NW0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG386755(NAD 83)
 NW0700_MARKER: DB = BENCH MARK DISK
 NW0700_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0700_SP_SET: COPPER-CLAD STEEL ROD
 NW0700_STAMPING: 4 RTV 1979
 NW0700_MARK LOGO: USGS  
 NW0700_PROJECTION: FLUSH
 NW0700_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0700_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0700_ROD/PIPE-DEPTH: 3.05 meters
 NW0700
 NW0700  HISTORY     - Date     Condition        Report By
 NW0700  HISTORY     - 1979     MONUMENTED       USGS
 NW0700
 NW0700                          STATION DESCRIPTION
 NW0700
 NW0700'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 NW0700'FROM THE MCDERMITT, NEVADA POST OFFICE, PROCEED 15.3 MILES NORTH
 NW0700'ALONG U S HIGHWAY 95, THENCE 1.9 MILES EAST, 97 FEET NORTHEAST OF A
 NW0700'Y-ROAD, 30 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, BELOW A
 NW0700'SMALL GULLY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0407 ***********************************************************************
 QE0407  DESIGNATION -  4 S
 QE0407  PID         -  QE0407
 QE0407  STATE/COUNTY-  OR/LINN
 QE0407  USGS QUAD   -  LYONS (1985)
 QE0407
 QE0407                         *CURRENT SURVEY CONTROL
 QE0407  ___________________________________________________________________
 QE0407* NAD 83(1986)-  44 45 55.     (N)    122 34 21.     (W)     SCALED    
 QE0407* NAVD 88     -       225.097  (meters)     738.51   (feet)  ADJUSTED  
 QE0407  ___________________________________________________________________
 QE0407  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 QE0407  DYNAMIC HT  -         225.057 (meters)     738.37  (feet)  COMP
 QE0407  MODELED GRAV-     980,438.8   (mgal)                       NAVD 88
 QE0407
 QE0407  VERT ORDER  -  FIRST     CLASS II
 QE0407
 QE0407.The horizontal coordinates were scaled from a topographic map and have
 QE0407.an estimated accuracy of +/- 6 seconds.
 QE0407
 QE0407.The orthometric height was determined by differential leveling
 QE0407.and adjusted in June 1991.
 QE0407
 QE0407.The geoid height was determined by GEOID03.
 QE0407
 QE0407.The dynamic height is computed by dividing the NAVD 88
 QE0407.geopotential number by the normal gravity value computed on the
 QE0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0407.degrees latitude (g = 980.6199 gals.).
 QE0407
 QE0407.The modeled gravity was interpolated from observed gravity values.
 QE0407
 QE0407;                    North         East    Units  Estimated Accuracy
 QE0407;SPC OR N     -   124,180.    2,335,960.      MT  (+/- 180 meters Scaled)
 QE0407
 QE0407                          SUPERSEDED SURVEY CONTROL
 QE0407
 QE0407  NGVD 29 (??/??/92)  224.038  (m)          735.03   (f) ADJ UNCH    1 2
 QE0407
 QE0407.Superseded values are not recommended for survey control.
 QE0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0407.See file dsdata.txt to determine how the superseded data were derived.
 QE0407
 QE0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ338569(NAD 83)
 QE0407_MARKER: DD = SURVEY DISK
 QE0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0407_STAMPING: 4 S 1925
 QE0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0407+STABILITY: SURFACE MOTION
 QE0407
 QE0407  HISTORY     - Date     Condition        Report By
 QE0407  HISTORY     - 1925     MONUMENTED       USGS
 QE0407  HISTORY     - 1941     GOOD             NGS
 QE0407  HISTORY     - 1967     GOOD             NGS
 QE0407
 QE0407                          STATION DESCRIPTION
 QE0407
 QE0407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QE0407'2.2 MI E FROM LYONS.
 QE0407'ALONG NORTH SANTIAM HIGHWAY ABOUT 80 FEET SOUTH OF HIGHWAY, 7 FEET
 QE0407'WEST OF NORTHEAST CORNER OF FOX VALLEY SCHOOL.
 QE0407
 QE0407                          STATION RECOVERY (1967)
 QE0407
 QE0407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 QE0407'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0714 ***********************************************************************
 NW0714  DESIGNATION -  4 STR
 NW0714  PID         -  NW0714
 NW0714  STATE/COUNTY-  OR/MALHEUR
 NW0714  USGS QUAD   -  FLAT TOP MTN (1980)
 NW0714
 NW0714                         *CURRENT SURVEY CONTROL
 NW0714  ___________________________________________________________________
 NW0714* NAD 83(1986)-  42 42 08.     (N)    117 58 05.     (W)     SCALED    
 NW0714* NAVD 88     -      1245.514  (meters)    4086.32   (feet)  ADJUSTED  
 NW0714  ___________________________________________________________________
 NW0714  GEOID HEIGHT-         -18.47  (meters)                     GEOID03
 NW0714  DYNAMIC HT  -        1244.830 (meters)    4084.08  (feet)  COMP
 NW0714  MODELED GRAV-     980,028.4   (mgal)                       NAVD 88
 NW0714
 NW0714  VERT ORDER  -  SECOND    CLASS 0
 NW0714
 NW0714.The horizontal coordinates were scaled from a topographic map and have
 NW0714.an estimated accuracy of +/- 6 seconds.
 NW0714
 NW0714.The orthometric height was determined by differential leveling
 NW0714.and adjusted in August 1995.
 NW0714
 NW0714.The geoid height was determined by GEOID03.
 NW0714
 NW0714.The dynamic height is computed by dividing the NAVD 88
 NW0714.geopotential number by the normal gravity value computed on the
 NW0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0714.degrees latitude (g = 980.6199 gals.).
 NW0714
 NW0714.The modeled gravity was interpolated from observed gravity values.
 NW0714
 NW0714;                    North         East    Units  Estimated Accuracy
 NW0714;SPC OR S     -   118,170.    1,707,410.      MT  (+/- 180 meters Scaled)
 NW0714
 NW0714                          SUPERSEDED SURVEY CONTROL
 NW0714
 NW0714.No superseded survey control is available for this station.
 NW0714
 NW0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH207282(NAD 83)
 NW0714_MARKER: DB = BENCH MARK DISK
 NW0714_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NW0714+WITH SETTING: INFORMATION.
 NW0714_SP_SET: SHALLOW-SET METAL ROD
 NW0714_STAMPING: 4 STR 1975 4082
 NW0714_MARK LOGO: USGS  
 NW0714_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NW0714
 NW0714  HISTORY     - Date     Condition        Report By
 NW0714  HISTORY     - 1975     MONUMENTED       USGS
 NW0714
 NW0714                          STATION DESCRIPTION
 NW0714
 NW0714'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 NW0714'20.9 KM (13.00 MI) SSW FROM BURNS JUNCTION.
 NW0714'BURNS JCT, 6.5 MI S OF, ALONG US HWY 95, THENCE 1.3 MI SW ALONG
 NW0714'GRADED RD TO GATE, THENCE 1.95 MI N AND W ALONG TRACK RD TO Y-RD,
 NW0714'THENCE 3.2 MI W TO SMALL KNOLL ON N SIDE OF RD.  30 FT N OF
 NW0714'CENTERLINE OF RD.  SET ON COPPER-COATED ROD OF UNRECORDED DEPTH,
 NW0714'PROJECTING 0.2 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC0565 ***********************************************************************
 SC0565  DESIGNATION -  4.3
 SC0565  PID         -  SC0565
 SC0565  STATE/COUNTY-  OR/CLATSOP
 SC0565  USGS QUAD   -  WARRENTON (1996)
 SC0565
 SC0565                         *CURRENT SURVEY CONTROL
 SC0565  ___________________________________________________________________
 SC0565* NAD 83(1986)-  46 09 54.     (N)    123 55 15.     (W)     SCALED    
 SC0565* NAVD 88     -         2.625  (meters)       8.61   (feet)  ADJUSTED  
 SC0565  ___________________________________________________________________
 SC0565  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 SC0565  DYNAMIC HT  -           2.626 (meters)       8.62  (feet)  COMP
 SC0565  MODELED GRAV-     980,710.6   (mgal)                       NAVD 88
 SC0565
 SC0565  VERT ORDER  -  FIRST     CLASS II
 SC0565
 SC0565.The horizontal coordinates were scaled from a topographic map and have
 SC0565.an estimated accuracy of +/- 6 seconds.
 SC0565
 SC0565.The orthometric height was determined by differential leveling
 SC0565.and adjusted in June 1991.
 SC0565
 SC0565.The geoid height was determined by GEOID03.
 SC0565
 SC0565.The dynamic height is computed by dividing the NAVD 88
 SC0565.geopotential number by the normal gravity value computed on the
 SC0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0565.degrees latitude (g = 980.6199 gals.).
 SC0565
 SC0565.The modeled gravity was interpolated from observed gravity values.
 SC0565
 SC0565;                    North         East    Units  Estimated Accuracy
 SC0565;SPC OR N     -   283,230.    2,235,870.      MT  (+/- 180 meters Scaled)
 SC0565
 SC0565                          SUPERSEDED SURVEY CONTROL
 SC0565
 SC0565  NGVD 29 (??/??/92)    1.527  (m)            5.01   (f) ADJ UNCH    1 2
 SC0565
 SC0565.Superseded values are not recommended for survey control.
 SC0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0565.See file dsdata.txt to determine how the superseded data were derived.
 SC0565
 SC0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS289127(NAD 83)
 SC0565_MARKER: N = NAIL
 SC0565_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SC0565_SP_SET: PIER
 SC0565_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SC0565
 SC0565  HISTORY     - Date     Condition        Report By
 SC0565  HISTORY     - UNK      MONUMENTED       USGS
 SC0565  HISTORY     - 1965     GOOD             NGS
 SC0565  HISTORY     - 1987     MARK NOT FOUND   NGS
 SC0565  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 SC0565
 SC0565                          STATION DESCRIPTION
 SC0565
 SC0565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 SC0565'IN WARRENTON.
 SC0565'AT WARRENTON, AT THE SPOKANE, PORTLAND AND SEATTLE RAILWAY BRIDGE OVER
 SC0565'SKIPANON RIVER, AT THE SOUTH SIDE OF THE LARGE CONCRETE PIER OF THE
 SC0565'DRAWSPAN, IN THE TOP OF THE FACE AND 5 FEET BELOW THE LEVEL OF THE
 SC0565'TRACKS.
 SC0565
 SC0565                          STATION RECOVERY (1987)
 SC0565
 SC0565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SC0565'THE DRAWBRIDGE HAS BEEN REMOVED.
 SC0565
 SC0565                          STATION RECOVERY (1989)
 SC0565
 SC0565'RECOVERY NOTE BY US POWER SQUADRON 1989 (RCC)
 SC0565'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0187 ***********************************************************************
 QE0187  DESIGNATION -  40
 QE0187  PID         -  QE0187
 QE0187  STATE/COUNTY-  OR/LINN
 QE0187  USGS QUAD   -  HARTER MOUNTAIN (1984)
 QE0187
 QE0187                         *CURRENT SURVEY CONTROL
 QE0187  ___________________________________________________________________
 QE0187* NAD 83(1986)-  44 23 19.     (N)    122 11 14.     (W)     SCALED    
 QE0187* NAVD 88     -      1074.362  (meters)    3524.80   (feet)  POSTED    
 QE0187  ___________________________________________________________________
 QE0187  GEOID HEIGHT-         -21.96  (meters)                     GEOID03
 QE0187  DYNAMIC HT  -        1073.990 (meters)    3523.58  (feet)  COMP
 QE0187  MODELED GRAV-     980,232.6   (mgal)                       NAVD 88
 QE0187
 QE0187  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 QE0187
 QE0187.The horizontal coordinates were scaled from a topographic map and have
 QE0187.an estimated accuracy of +/- 6 seconds.
 QE0187
 QE0187.The orthometric height was determined by differential leveling
 QE0187.and adjusted by the  in 1992.
 QE0187.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 QE0187.rate of 1.1 thru 2.0 mm/km.
 QE0187
 QE0187.The geoid height was determined by GEOID03.
 QE0187
 QE0187.The dynamic height is computed by dividing the NAVD 88
 QE0187.geopotential number by the normal gravity value computed on the
 QE0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0187.degrees latitude (g = 980.6199 gals.).
 QE0187
 QE0187.The modeled gravity was interpolated from observed gravity values.
 QE0187
 QE0187;                    North         East    Units  Estimated Accuracy
 QE0187;SPC OR N     -    81,630.    2,365,570.      MT  (+/- 180 meters Scaled)
 QE0187
 QE0187                          SUPERSEDED SURVEY CONTROL
 QE0187
 QE0187  NGVD 29 (??/??/92) 1073.189  (m)         3520.95   (f) ADJ UNCH    1 2
 QE0187
 QE0187.Superseded values are not recommended for survey control.
 QE0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0187.See file dsdata.txt to determine how the superseded data were derived.
 QE0187
 QE0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ647153(NAD 83)
 QE0187_MARKER: DD = SURVEY DISK
 QE0187_SETTING: 66 = SET IN ROCK OUTCROP
 QE0187_SP_SET: ROCK CLIFF
 QE0187_STAMPING: 40
 QE0187_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QE0187+STABILITY: POSITION/ELEVATION WELL
 QE0187
 QE0187  HISTORY     - Date     Condition        Report By
 QE0187  HISTORY     - UNK      MONUMENTED       BPR
 QE0187  HISTORY     - 1955     MARK NOT FOUND   USGS
 QE0187
 QE0187                          STATION DESCRIPTION
 QE0187
 QE0187'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 QE0187'13 MI W FROM SANTIAM JUNCTION.
 QE0187'13.0 MILES WEST ALONG THE SOUTH SANTIAM HIGHWAY (U.S. 20) FROM THE
 QE0187'SOUTHWEST JUNCTION OF THE NORTH SANTIAM HIGHWAY (OREG.222) AT SANTIAM
 QE0187'JUNCTION, LINN COUNTY, WEST OF A LARGE FILL, 4 FEET NORTH OF HIGHWAY
 QE0187'PROJECT POST 23, 30 FEET NORTH OF THE HIGHWAY, IN THE FACE OF A ROCK
 QE0187'CLIFF, NEAR A WHITE WOODEN WITNESS POST, AND ABOUT 2 FEET HIGHER THAN
 QE0187'THE HIGHWAY.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK,
 QE0187'STAMPED 40.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0017 ***********************************************************************
 PB0017  DESIGNATION -  40
 PB0017  PID         -  PB0017
 PB0017  STATE/COUNTY-  OR/DESCHUTES
 PB0017  USGS QUAD   -  IMPERIAL VALLEY NORT (1983)
 PB0017
 PB0017                         *CURRENT SURVEY CONTROL
 PB0017  ___________________________________________________________________
 PB0017* NAD 83(1986)-  43 45 39.     (N)    120 26 11.     (W)     SCALED    
 PB0017* NAVD 88     -      1353.961  (meters)    4442.12   (feet)  ADJUSTED  
 PB0017  ___________________________________________________________________
 PB0017  GEOID HEIGHT-         -19.83  (meters)                     GEOID03
 PB0017  DYNAMIC HT  -        1353.295 (meters)    4439.94  (feet)  COMP
 PB0017  MODELED GRAV-     980,079.9   (mgal)                       NAVD 88
 PB0017
 PB0017  VERT ORDER  -  FIRST     CLASS II
 PB0017
 PB0017.The horizontal coordinates were scaled from a topographic map and have
 PB0017.an estimated accuracy of +/- 6 seconds.
 PB0017
 PB0017.The orthometric height was determined by differential leveling
 PB0017.and adjusted in June 1991.
 PB0017
 PB0017.The geoid height was determined by GEOID03.
 PB0017
 PB0017.The dynamic height is computed by dividing the NAVD 88
 PB0017.geopotential number by the normal gravity value computed on the
 PB0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0017.degrees latitude (g = 980.6199 gals.).
 PB0017
 PB0017.The modeled gravity was interpolated from observed gravity values.
 PB0017
 PB0017;                    North         East    Units  Estimated Accuracy
 PB0017;SPC OR S     -   232,630.    1,505,120.      MT  (+/- 180 meters Scaled)
 PB0017
 PB0017                          SUPERSEDED SURVEY CONTROL
 PB0017
 PB0017  NGVD 29 (??/??/92) 1352.730  (m)         4438.08   (f) ADJ UNCH    1 2
 PB0017
 PB0017.Superseded values are not recommended for survey control.
 PB0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0017.See file dsdata.txt to determine how the superseded data were derived.
 PB0017
 PB0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGP063485(NAD 83)
 PB0017_MARKER: DD = SURVEY DISK
 PB0017_SETTING: 80 = SET IN A BOULDER
 PB0017_SP_SET: BOULDER
 PB0017_STAMPING: 4438 40 1927
 PB0017_MARK LOGO: ORDT  
 PB0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0017+STABILITY: SURFACE MOTION
 PB0017
 PB0017  HISTORY     - Date     Condition        Report By
 PB0017  HISTORY     - 1927     MONUMENTED       ORDT
 PB0017  HISTORY     - 1943     GOOD             NGS
 PB0017  HISTORY     - 19781213 GOOD             USGS
 PB0017
 PB0017                          STATION DESCRIPTION
 PB0017
 PB0017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PB0017'9.1 MI SE FROM BROTHERS.
 PB0017'ABOUT 9.1 MILES SOUTHEAST ALONG THE CENTRAL OREGON HIGHWAY FROM
 PB0017'BROTHERS, DESCHUTES COUNTY, 60 FEET NORTH OF THE HIGHWAY, AT A
 PB0017'DETACHED LAVA POINT NEAR A DRAW, UNDER A LOW RIMROCK, AND IN A
 PB0017'BOULDER.  AN OREGON STATE HIGHWAY DEPARTMENT STANDARD DISK STAMPED
 PB0017'4438 40 1927.
 PB0017
 PB0017                          STATION RECOVERY (1978)
 PB0017
 PB0017'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 PB0017'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0277 ***********************************************************************
 PB0277  DESIGNATION -  40
 PB0277  PID         -  PB0277
 PB0277  STATE/COUNTY-  OR/LAKE
 PB0277  USGS QUAD   -  BIG HOLE (1982)
 PB0277
 PB0277                         *CURRENT SURVEY CONTROL
 PB0277  ___________________________________________________________________
 PB0277* NAD 83(1986)-  43 26 15.     (N)    121 17 11.     (W)     SCALED    
 PB0277* NAVD 88     -      1429.930  (meters)    4691.36   (feet)  ADJUSTED  
 PB0277  ___________________________________________________________________
 PB0277  GEOID HEIGHT-         -20.84  (meters)                     GEOID03
 PB0277  DYNAMIC HT  -        1429.166 (meters)    4688.86  (feet)  COMP
 PB0277  MODELED GRAV-     980,035.3   (mgal)                       NAVD 88
 PB0277
 PB0277  VERT ORDER  -  SECOND    CLASS 0
 PB0277
 PB0277.The horizontal coordinates were scaled from a topographic map and have
 PB0277.an estimated accuracy of +/- 6 seconds.
 PB0277
 PB0277.The orthometric height was determined by differential leveling
 PB0277.and adjusted in June 1991.
 PB0277
 PB0277.The geoid height was determined by GEOID03.
 PB0277
 PB0277.The dynamic height is computed by dividing the NAVD 88
 PB0277.geopotential number by the normal gravity value computed on the
 PB0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0277.degrees latitude (g = 980.6199 gals.).
 PB0277
 PB0277.The modeled gravity was interpolated from observed gravity values.
 PB0277
 PB0277;                    North         East    Units  Estimated Accuracy
 PB0277;SPC OR S     -   197,010.    1,436,340.      MT  (+/- 180 meters Scaled)
 PB0277
 PB0277                          SUPERSEDED SURVEY CONTROL
 PB0277
 PB0277  NGVD 29 (??/??/92) 1428.655  (m)         4687.18   (f) ADJ UNCH    2 0
 PB0277
 PB0277.Superseded values are not recommended for survey control.
 PB0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0277.See file dsdata.txt to determine how the superseded data were derived.
 PB0277
 PB0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP386108(NAD 83)
 PB0277_MARKER: DD = SURVEY DISK
 PB0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0277_STAMPING: 4687 40 1929
 PB0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0277+STABILITY: SURFACE MOTION
 PB0277
 PB0277  HISTORY     - Date     Condition        Report By
 PB0277  HISTORY     - 1929     MONUMENTED       BPR
 PB0277  HISTORY     - 1931     GOOD             NGS
 PB0277  HISTORY     - 1977     MARK NOT FOUND   NGS
 PB0277  HISTORY     - 19860916 MARK NOT FOUND   USPSQD
 PB0277
 PB0277                          STATION DESCRIPTION
 PB0277
 PB0277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 PB0277'23.0 MI SE FROM LAPINE.
 PB0277'IN LAKE COUNTY, ABOUT 23.0 MILES SOUTHEAST ALONG THE FREMONT HIGHWAY
 PB0277'(OREGON 31) FROM LAPINE, DESCHUTES COUNTY, OPPOSITE HIGHWAY STATION
 PB0277'6550, AND 36 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY.  A
 PB0277'UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK, STAMPED 4687 40
 PB0277'1929 AND SET IN THE TOP OF A CONCRETE POST.
 PB0277
 PB0277                          STATION RECOVERY (1977)
 PB0277
 PB0277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 PB0277'MARK NOT FOUND.
 PB0277
 PB0277                          STATION RECOVERY (1986)
 PB0277
 PB0277'RECOVERY NOTE BY US POWER SQUADRON 1986 (RCC)
 PB0277'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3274 ***********************************************************************
 RD3274  DESIGNATION -  40
 RD3274  PID         -  RD3274
 RD3274  STATE/COUNTY-  OR/MULTNOMAH
 RD3274  USGS QUAD   -  PORTLAND (1990)
 RD3274
 RD3274                         *CURRENT SURVEY CONTROL
 RD3274  ___________________________________________________________________
 RD3274* NAD 83(1991)-  45 33 44.79564(N)    122 44 03.04833(W)     ADJUSTED  
 RD3274* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 RD3274  ___________________________________________________________________
 RD3274  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 RD3274  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 RD3274  HORZ ORDER  -  THIRD
 RD3274
 RD3274.The horizontal coordinates were established by classical geodetic methods
 RD3274.and adjusted by the National Geodetic Survey in October 1991.
 RD3274
 RD3274.The orthometric height was scaled from a topographic map.
 RD3274
 RD3274.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3274
 RD3274.The geoid height was determined by GEOID03.
 RD3274
 RD3274;                    North         East     Units Scale Factor Converg.
 RD3274;SPC OR N     -   213,075.236 2,325,610.436   MT  0.99991817   -1 35 04.0
 RD3274;SPC OR N     -   699,065.73  7,629,955.50   iFT  0.99991817   -1 35 04.0
 RD3274;SPC WA S     -    27,936.520   325,584.632   MT  1.00007239   -1 37 22.4
 RD3274;SPC WA S     -    91,655.07  1,068,188.91   sFT  1.00007239   -1 37 22.4
 RD3274;UTM  10      - 5,045,468.164   520,744.689   MT  0.99960529   +0 11 23.3
 RD3274
 RD3274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3274!SPC OR N     -   1.00000248  x   0.99991817  =   0.99992065
 RD3274!SPC WA S     -   1.00000248  x   1.00007239  =   1.00007487
 RD3274!UTM  10      -   1.00000248  x   0.99960529  =   0.99960776
 RD3274
 RD3274:                Primary Azimuth Mark                     Grid Az
 RD3274:SPC OR N     -  PORTLAND CONCRETE STACK                  005 10 29.2
 RD3274:SPC WA S     -  PORTLAND CONCRETE STACK                  005 12 47.6
 RD3274:UTM  10      -  PORTLAND CONCRETE STACK                  003 24 01.9
 RD3274
 RD3274|---------------------------------------------------------------------|
 RD3274| PID    Reference Object                     Distance      Geod. Az  |
 RD3274|                                                           dddmmss.s |
 RD3274| RD3124 PORTLAND CONCRETE STACK             APPROX. 1.4 KM 0033525.2 |
 RD3274| RD3269 39 2 RESET                          APPROX. 1.1 KM 0112054.4 |
 RD3274| RD3115 SWAN ISLAND FRONT RANGE LIGHT       APPROX. 0.7 KM 0213855.2 |
 RD3274| RD3099 RED TANK ON BLUFF SPINDLE           APPROX. 1.2 KM 0300445.5 |
 RD3274| RD3112 SWAN ISLAND REAR RANGE LIGHT        APPROX. 0.6 KM 0301234.2 |
 RD3274| RD3129 ROUND BARN                          APPROX. 0.8 KM 1832943.0 |
 RD3274| CE1349 40 RM 1                              36.000 METERS 19425     |
 RD3274| RD3687 ST JOHNS LUMBER INSHORE STACK       APPROX. 3.1 KM 3221206.1 |
 RD3274| RD3653 PORTLAND ELEV BROWN WOODEN TK       APPROX. 3.1 KM 3230840.4 |
 RD3274| RD3637 PORTLAND WOOLEN MILLS RED TANK      APPROX. 3.6 KM 3234347.9 |
 RD3274| RD3617 ST JOHNS HIGH SCHOOL                APPROX. 3.5 KM 3290933.2 |
 RD3274| RD3616 ST JOHNS FIRE POL STA CUP FS        APPROX. 3.4 KM 3301803.2 |
 RD3274| RD3663 INSHORE ONE OF TWO WHITE TANKS      APPROX. 3.0 KM 3331350.2 |
 RD3274| RD3136 PENINSULA LUMBER CO STACK           APPROX. 1.5 KM 3504542.1 |
 RD3274|---------------------------------------------------------------------|
 RD3274
 RD3274                          SUPERSEDED SURVEY CONTROL
 RD3274
 RD3274  NAD 83(1986)-  45 33 44.81495(N)    122 44 03.05193(W) AD(       ) 3
 RD3274  NAD 27      -  45 33 45.39300(N)    122 43 58.69700(W) AD(       ) 3
 RD3274
 RD3274.Superseded values are not recommended for survey control.
 RD3274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3274.See file dsdata.txt to determine how the superseded data were derived.
 RD3274
 RD3274_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER2074545468(NAD 83)
 RD3274
 RD3274  HISTORY     - Date     Condition        Report By
 RD3274  HISTORY     - 1913     MONUMENTED       USE
 RD3274  HISTORY     - 1913     SEE DESCRIPTION  CGS
 RD3274  HISTORY     - 1934     SEE DESCRIPTION  ORGS
 RD3274  HISTORY     - 1959     SEE DESCRIPTION  CGS
 RD3274
 RD3274                          STATION DESCRIPTION
 RD3274
 RD3274'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 RD3274'STATION IS ON THE S BANK OF THE WILLAMETTE RIVER, IN THE CITY OF
 RD3274'PORTLAND, OPPOSITE THE WESTERN END OF SWAN ISLAND AND ABOUT 8 FEET
 RD3274'ABOVE LOW WATER.
 RD3274'
 RD3274'THE STATION IS MARKED BY AN IRON PIPE 3 FEET LONG, SET IN A PIER
 RD3274'OF CONCRETE WHICH IS ABOUT 1 FOOT SQUARE AT THE SURFACE OF THE
 RD3274'GROUND, AND APPROXIMATELY 8 INCHES DEEP.  THE PIPE PROJECTS FROM
 RD3274'4 TO 8 INCHES ABOVE THE CEMENT AND IS FILLED WITH CONCRETE, AND IS
 RD3274'MARKED BY THE U.S. ENGINEERS STANDARD DISK STATION MARK.
 RD3274
 RD3274                          STATION RECOVERY (1934)
 RD3274
 RD3274'RECOVERY NOTE BY OREGON GEODETIC SURVEY 1934
 RD3274'STATION IS IN THE NW PART OF PORTLAND, ON THE W BANK OF THE
 RD3274'WILLAMETTE RIVER, AND ABOUT DUE E OF THE UNION OIL COMPANY
 RD3274'PLANT.  IT IS ABOUT OPPOSITE THE NORTHERLY END OF THE SWAN ISLAND
 RD3274'AIRPORT.  THE STATION IS MARKED BY A U.S. ENGINEERS DISK SET IN AN
 RD3274'IRON PIPE WHICH IS SET IN CONCRETE.  THE REFERENCE MARK, A
 RD3274'STANDARD BRONZE DISK SET IN CONCRETE, AS DESCRIBED IN NOTE 11C,
 RD3274'IS 36.0 METERS (118.1 FEET) S OF THE STATION IN AZIMUTH 14 DEG
 RD3274'25 MIN 13 SEC.  IN 1934 IT WAS REPORTED THAT NEITHER OF THE
 RD3274'MARKS COULD BE FOUND.  IT IS POSSIBLE THAT THEY HAVE BEEN
 RD3274'COVERED OVER.  A SIGNAL TARGET WAS FOUND IN WHAT WAS
 RD3274'BELIEVED TO BE THE CORRECT POSITION, BUT IT WAS NOT CHECKED BY
 RD3274'TRIANGULATION.  THE STATION IS WITHIN 500 FEET OF NORTHWEST
 RD3274'FRONT AVENUE.
 RD3274
 RD3274                          STATION RECOVERY (1959)
 RD3274
 RD3274'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (ANS)
 RD3274'STATION IS LOST.
 RD3274'
 RD3274'THE PLOTTED GEOGRAPHIC POSITION OF THE STATION ON A 1947
 RD3274'PLANIMETRIC MAP, PORTLAND NO. 16, LOCATED THE STATION IN AN AREA
 RD3274'THAT HAS BEEN COVERED BY FILL AND MADE INTO A STORAGE YARD OF THE
 RD3274'OREGON STEEL MILL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0644 ***********************************************************************
 NW0644  DESIGNATION -  40 BKC
 NW0644  PID         -  NW0644
 NW0644  STATE/COUNTY-  OR/MALHEUR
 NW0644  USGS QUAD   -  BOWDEN RANCH (1979)
 NW0644
 NW0644                         *CURRENT SURVEY CONTROL
 NW0644  ___________________________________________________________________
 NW0644* NAD 83(1986)-  42 31 11.     (N)    117 40 05.     (W)     SCALED    
 NW0644* NAVD 88     -      1230.982  (meters)    4038.65   (feet)  ADJUSTED  
 NW0644  ___________________________________________________________________
 NW0644  GEOID HEIGHT-         -18.16  (meters)                     GEOID03
 NW0644  DYNAMIC HT  -        1230.278 (meters)    4036.34  (feet)  COMP
 NW0644  MODELED GRAV-     980,006.6   (mgal)                       NAVD 88
 NW0644
 NW0644  VERT ORDER  -  SECOND    CLASS 0
 NW0644
 NW0644.The horizontal coordinates were scaled from a topographic map and have
 NW0644.an estimated accuracy of +/- 6 seconds.
 NW0644
 NW0644.The orthometric height was determined by differential leveling
 NW0644.and adjusted in August 1995.
 NW0644
 NW0644.The geoid height was determined by GEOID03.
 NW0644
 NW0644.The dynamic height is computed by dividing the NAVD 88
 NW0644.geopotential number by the normal gravity value computed on the
 NW0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0644.degrees latitude (g = 980.6199 gals.).
 NW0644
 NW0644.The modeled gravity was interpolated from observed gravity values.
 NW0644
 NW0644;                    North         East    Units  Estimated Accuracy
 NW0644;SPC OR S     -    98,700.    1,732,660.      MT  (+/- 180 meters Scaled)
 NW0644
 NW0644                          SUPERSEDED SURVEY CONTROL
 NW0644
 NW0644.No superseded survey control is available for this station.
 NW0644
 NW0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH451076(NAD 83)
 NW0644_MARKER: DB = BENCH MARK DISK
 NW0644_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0644_SP_SET: COPPER-CLAD STEEL ROD
 NW0644_STAMPING: 40 BKC 1973 4035
 NW0644_MARK LOGO: USGS  
 NW0644_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0644_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0644_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0644+SATELLITE: SATELLITE OBSERVATIONS - 1973
 NW0644
 NW0644  HISTORY     - Date     Condition        Report By
 NW0644  HISTORY     - 1973     MONUMENTED       USGS
 NW0644
 NW0644                          STATION DESCRIPTION
 NW0644
 NW0644'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 NW0644'FROM BURNS JUNCTION, OREGON PROCEED 12.6 MILES SOUTH ALONG U S
 NW0644'HIGHWAY 95, THENCE 10.5 MILES EAST AND 3.3 MILES SOUTH ALONG A GRAVEL
 NW0644'ROAD, THENCE 0.8 MILES EAST ALONG A TRACK ROAD, AT AN ANGLE POINT IN
 NW0644'THE FENCE, 16 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 1 FOOT
 NW0644'SOUTH OF THE FENCE, SET ON A 5/8-INCH COPPER-COATED ROD DRIVEN TO
 NW0644'REFUSAL (ROD DEPTH UNKNOWN) WITH THE TOP ENCASED IN 6-INCH DRAINPIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0311 ***********************************************************************
 NX0311  DESIGNATION -  40 FMK
 NX0311  PID         -  NX0311
 NX0311  STATE/COUNTY-  OR/HARNEY
 NX0311  USGS QUAD   -  KEG SPRS VALLEY EAST (1971)
 NX0311
 NX0311                         *CURRENT SURVEY CONTROL
 NX0311  ___________________________________________________________________
 NX0311* NAD 83(1986)-  42 59 10.     (N)    119 03 35.     (W)     SCALED    
 NX0311* NAVD 88     -      1508.817  (meters)    4950.18   (feet)  ADJUSTED  
 NX0311  ___________________________________________________________________
 NX0311  GEOID HEIGHT-         -19.20  (meters)                     GEOID03
 NX0311  DYNAMIC HT  -        1507.936 (meters)    4947.29  (feet)  COMP
 NX0311  MODELED GRAV-     979,983.9   (mgal)                       NAVD 88
 NX0311
 NX0311  VERT ORDER  -  SECOND    CLASS 0
 NX0311
 NX0311.The horizontal coordinates were scaled from a topographic map and have
 NX0311.an estimated accuracy of +/- 6 seconds.
 NX0311
 NX0311.The orthometric height was determined by differential leveling
 NX0311.and adjusted in August 1995.
 NX0311
 NX0311.The geoid height was determined by GEOID03.
 NX0311
 NX0311.The dynamic height is computed by dividing the NAVD 88
 NX0311.geopotential number by the normal gravity value computed on the
 NX0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0311.degrees latitude (g = 980.6199 gals.).
 NX0311
 NX0311.The modeled gravity was interpolated from observed gravity values.
 NX0311
 NX0311;                    North         East    Units  Estimated Accuracy
 NX0311;SPC OR S     -   147,580.    1,617,450.      MT  (+/- 180 meters Scaled)
 NX0311
 NX0311                          SUPERSEDED SURVEY CONTROL
 NX0311
 NX0311.No superseded survey control is available for this station.
 NX0311
 NX0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH320613(NAD 83)
 NX0311_MARKER: DB = BENCH MARK DISK
 NX0311_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NX0311_SP_SET: COPPER-CLAD STEEL ROD
 NX0311_STAMPING: 40 FMK 1970 4946
 NX0311_MARK LOGO: USGS  
 NX0311_PROJECTION: FLUSH
 NX0311_MAGNETIC: I = MARKER IS A STEEL ROD
 NX0311_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NX0311_ROD/PIPE-DEPTH: 1.52 meters
 NX0311
 NX0311  HISTORY     - Date     Condition        Report By
 NX0311  HISTORY     - 1970     MONUMENTED       USGS
 NX0311
 NX0311                          STATION DESCRIPTION
 NX0311
 NX0311'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NX0311'FROM THE BRIDGE OVER THE NARROWS, PROCEED 12.2 MILES SOUTH ALONG
 NX0311'STATE HIGHWAY 205, THENCE 20.2 MILES SOUTHWEST ALONG THE ROAD TO
 NX0311'FOSTER LAKE AND PLUSH, 0.3 MILE SOUTHWEST OF A STOCK TANK, ON A SMALL
 NX0311'RIDGE, 46 FEET SOUTH OF THE CENTERLINE OF THE ROAD, WITNESS POST SET
 NX0311'AT BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0205 ***********************************************************************
 QD0205  DESIGNATION -  40 KK
 QD0205  PID         -  QD0205
 QD0205  STATE/COUNTY-  OR/CROOK
 QD0205  USGS QUAD   -  WILLIAMS PRAIRIE (1992)
 QD0205
 QD0205                         *CURRENT SURVEY CONTROL
 QD0205  ___________________________________________________________________
 QD0205* NAD 83(1986)-  44 21 29.     (N)    120 07 49.     (W)     SCALED    
 QD0205* NAVD 88     -      1432.391  (meters)    4699.44   (feet)  ADJUSTED  
 QD0205  ___________________________________________________________________
 QD0205  GEOID HEIGHT-         -19.09  (meters)                     GEOID03
 QD0205  DYNAMIC HT  -        1431.790 (meters)    4697.46  (feet)  COMP
 QD0205  MODELED GRAV-     980,147.8   (mgal)                       NAVD 88
 QD0205
 QD0205  VERT ORDER  -  SECOND    CLASS 0
 QD0205
 QD0205.The horizontal coordinates were scaled from a topographic map and have
 QD0205.an estimated accuracy of +/- 6 seconds.
 QD0205
 QD0205.The orthometric height was determined by differential leveling
 QD0205.and adjusted in June 1991.
 QD0205
 QD0205.The geoid height was determined by GEOID03.
 QD0205
 QD0205.The dynamic height is computed by dividing the NAVD 88
 QD0205.geopotential number by the normal gravity value computed on the
 QD0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0205.degrees latitude (g = 980.6199 gals.).
 QD0205
 QD0205.The modeled gravity was interpolated from observed gravity values.
 QD0205
 QD0205;                    North         East    Units  Estimated Accuracy
 QD0205;SPC OR S     -   299,060.    1,529,480.      MT  (+/- 180 meters Scaled)
 QD0205
 QD0205                          SUPERSEDED SURVEY CONTROL
 QD0205
 QD0205  NGVD 29 (??/??/92) 1431.149  (m)         4695.36   (f) ADJ UNCH    2 0
 QD0205
 QD0205.Superseded values are not recommended for survey control.
 QD0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0205.See file dsdata.txt to determine how the superseded data were derived.
 QD0205
 QD0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGQ286156(NAD 83)
 QD0205_MARKER: DD = SURVEY DISK
 QD0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD0205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QD0205_STAMPING: 40 KK 4695 1947
 QD0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0205+STABILITY: SURFACE MOTION
 QD0205
 QD0205  HISTORY     - Date     Condition        Report By
 QD0205  HISTORY     - 1947     MONUMENTED       USGS
 QD0205  HISTORY     - 1949     GOOD             NGS
 QD0205
 QD0205                          STATION DESCRIPTION
 QD0205
 QD0205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 QD0205'0.1 MI N FROM COLD SPRINGS G S.
 QD0205'0.1 MILE NORTH OF COLD SPRINGS GUARD STATION, IN THE APPROXIMATE
 QD0205'CENTER OF A TRIANGLE FORMED BY THE JUNCTION OF THE MAIN ROAD AND THE
 QD0205'GUARD STATION ENTRANCE DRIVEWAY, 108 FEET SOUTHWEST OF REFERENCE MARK
 QD0205'4697.0, 96 1/2 FEET NORTHWEST OF THE CENTER OF THE CATTLE GUARD ACROSS
 QD0205'THE DRIVEWAY, 24 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 9 1/2
 QD0205'FEET WEST OF A 24-INCH PINE TREE, 1.5 FEET NORTHEAST OF A WITNESS
 QD0205'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 QD0205'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0356 ***********************************************************************
 NX0356  DESIGNATION -  40 LRC
 NX0356  PID         -  NX0356
 NX0356  STATE/COUNTY-  OR/HARNEY
 NX0356  USGS QUAD   -  CORPORATION RIM (1980)
 NX0356
 NX0356                         *CURRENT SURVEY CONTROL
 NX0356  ___________________________________________________________________
 NX0356* NAD 83(1986)-  42 49 38.     (N)    119 39 58.     (W)     SCALED    
 NX0356* NAVD 88     -      1385.960  (meters)    4547.10   (feet)  ADJUSTED  
 NX0356  ___________________________________________________________________
 NX0356  GEOID HEIGHT-         -19.89  (meters)                     GEOID03
 NX0356  DYNAMIC HT  -        1385.147 (meters)    4544.44  (feet)  COMP
 NX0356  MODELED GRAV-     979,985.7   (mgal)                       NAVD 88
 NX0356
 NX0356  VERT ORDER  -  SECOND    CLASS 0
 NX0356
 NX0356.The horizontal coordinates were scaled from a topographic map and have
 NX0356.an estimated accuracy of +/- 6 seconds.
 NX0356
 NX0356.The orthometric height was determined by differential leveling
 NX0356.and adjusted in August 1995.
 NX0356
 NX0356.The geoid height was determined by GEOID03.
 NX0356
 NX0356.The dynamic height is computed by dividing the NAVD 88
 NX0356.geopotential number by the normal gravity value computed on the
 NX0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0356.degrees latitude (g = 980.6199 gals.).
 NX0356
 NX0356.The modeled gravity was interpolated from observed gravity values.
 NX0356
 NX0356;                    North         East    Units  Estimated Accuracy
 NX0356;SPC OR S     -   129,260.    1,568,180.      MT  (+/- 180 meters Scaled)
 NX0356
 NX0356                          SUPERSEDED SURVEY CONTROL
 NX0356
 NX0356.No superseded survey control is available for this station.
 NX0356
 NX0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKH820450(NAD 83)
 NX0356_MARKER: DB = BENCH MARK DISK
 NX0356_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NX0356+WITH SETTING: INFORMATION.
 NX0356_SP_SET: METAL ROD DRIVEN INTO GROUND
 NX0356_STAMPING: 40 LRC 1970 4543
 NX0356_MARK LOGO: USGS  
 NX0356_MAGNETIC: I = MARKER IS A STEEL ROD
 NX0356_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NX0356
 NX0356  HISTORY     - Date     Condition        Report By
 NX0356  HISTORY     - 1970     MONUMENTED       USGS
 NX0356
 NX0356                          STATION DESCRIPTION
 NX0356
 NX0356'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NX0356'FROM WAGONTIRE, OREGON, PROCEED 4.5 MILES SOUTHWEST ALONG U S HIGHWAY
 NX0356'395 TO DRY VALLEY ROAD, THENCE 29.7 MILES SOUTH ALONG DRY VALLEY ROAD
 NX0356'TO A ROAD FORK, THENCE 4.8 MILES SOUTH ALONG WARNER VALLEY ROAD TO A
 NX0356'CROSSROADS AT THE EDGE OF WARNER VALLEY, THENCE 1.5 MILES NORTHEAST
 NX0356'ALONG FOSTER LAKE ROAD TO A Y-ROAD FORK, 36 FEET WEST OF THE
 NX0356'CENTERLINE OF THE MAIN ROAD, 24 FEET SOUTHWEST OF A SIGNPOST READING
 NX0356'LAKEVIEW 75 - ALKALAI LAKE - FOSTER LAKE, 3 FEET EAST OF A WITNESS
 NX0356'POST.  THE ROD DEPTH IS UNKNOWN AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1209 ***********************************************************************
 QD1209  DESIGNATION -  4000
 QD1209  PID         -  QD1209
 QD1209  STATE/COUNTY-  OR/CLACKAMAS
 QD1209  USGS QUAD   -  PINHEAD BUTTES (1997)
 QD1209
 QD1209                         *CURRENT SURVEY CONTROL
 QD1209  ___________________________________________________________________
 QD1209* NAD 83(1986)-  44 57 30.     (N)    121 47 35.     (W)     SCALED    
 QD1209* NAVD 88     -      1220.294  (meters)    4003.58   (feet)  ADJUSTED  
 QD1209  ___________________________________________________________________
 QD1209  GEOID HEIGHT-         -21.09  (meters)                     GEOID03
 QD1209  DYNAMIC HT  -        1219.923 (meters)    4002.36  (feet)  COMP
 QD1209  MODELED GRAV-     980,270.0   (mgal)                       NAVD 88
 QD1209
 QD1209  VERT ORDER  -  SECOND    CLASS 0
 QD1209
 QD1209.The horizontal coordinates were scaled from a topographic map and have
 QD1209.an estimated accuracy of +/- 6 seconds.
 QD1209
 QD1209.The orthometric height was determined by differential leveling
 QD1209.and adjusted in June 1991.
 QD1209
 QD1209.The geoid height was determined by GEOID03.
 QD1209
 QD1209.The dynamic height is computed by dividing the NAVD 88
 QD1209.geopotential number by the normal gravity value computed on the
 QD1209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1209.degrees latitude (g = 980.6199 gals.).
 QD1209
 QD1209.The modeled gravity was interpolated from observed gravity values.
 QD1209
 QD1209;                    North         East    Units  Estimated Accuracy
 QD1209;SPC OR N     -   144,350.    2,397,990.      MT  (+/- 180 meters Scaled)
 QD1209
 QD1209                          SUPERSEDED SURVEY CONTROL
 QD1209
 QD1209  NGVD 29 (??/??/92) 1219.148  (m)         3999.82   (f) ADJ UNCH    2 0
 QD1209
 QD1209.Superseded values are not recommended for survey control.
 QD1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1209.See file dsdata.txt to determine how the superseded data were derived.
 QD1209
 QD1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ951790(NAD 83)
 QD1209_MARKER: DD = SURVEY DISK
 QD1209_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 QD1209_SP_SET: UNSP. ROCK
 QD1209_STAMPING: 3998 1926
 QD1209_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QD1209
 QD1209  HISTORY     - Date     Condition        Report By
 QD1209  HISTORY     - 1926     MONUMENTED
 QD1209  HISTORY     - 1943     GOOD             NGS
 QD1209
 QD1209                          STATION DESCRIPTION
 QD1209
 QD1209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QD1209'11.9 MI N FROM OLALLIE LAKE GUARD STATION.
 QD1209'ABOUT 11.9 MILES NORTH ALONG THE OREGON SKYLINE ROAD FROM THE OLALLIE
 QD1209'LAKE GUARD STATION, 0.5 MILE NORTH OF MILEPOST 23, 0.1 MILE SOUTH OF A
 QD1209'ROAD LEADING EAST, 15.0 FEET SOUTH OF FIRE SPRINGS TRAIL, SET IN THE
 QD1209'TOP OF A ROCK, 92.0 FEET WEST OF THE CENTER LINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1208 ***********************************************************************
 QD1208  DESIGNATION -  4010
 QD1208  PID         -  QD1208
 QD1208  STATE/COUNTY-  OR/CLACKAMAS
 QD1208  USGS QUAD   -  PINHEAD BUTTES (1997)
 QD1208
 QD1208                         *CURRENT SURVEY CONTROL
 QD1208  ___________________________________________________________________
 QD1208* NAD 83(1986)-  44 57 28.     (N)    121 47 39.     (W)     SCALED    
 QD1208* NAVD 88     -      1223.364  (meters)    4013.65   (feet)  ADJUSTED  
 QD1208  ___________________________________________________________________
 QD1208  GEOID HEIGHT-         -21.09  (meters)                     GEOID03
 QD1208  DYNAMIC HT  -        1222.992 (meters)    4012.43  (feet)  COMP
 QD1208  MODELED GRAV-     980,269.6   (mgal)                       NAVD 88
 QD1208
 QD1208  VERT ORDER  -  SECOND    CLASS 0
 QD1208
 QD1208.The horizontal coordinates were scaled from a topographic map and have
 QD1208.an estimated accuracy of +/- 6 seconds.
 QD1208
 QD1208.The orthometric height was determined by differential leveling
 QD1208.and adjusted in June 1991.
 QD1208
 QD1208.The geoid height was determined by GEOID03.
 QD1208
 QD1208.The dynamic height is computed by dividing the NAVD 88
 QD1208.geopotential number by the normal gravity value computed on the
 QD1208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1208.degrees latitude (g = 980.6199 gals.).
 QD1208
 QD1208.The modeled gravity was interpolated from observed gravity values.
 QD1208
 QD1208;                    North         East    Units  Estimated Accuracy
 QD1208;SPC OR N     -   144,290.    2,397,900.      MT  (+/- 180 meters Scaled)
 QD1208
 QD1208                          SUPERSEDED SURVEY CONTROL
 QD1208
 QD1208  NGVD 29 (??/??/92) 1222.219  (m)         4009.90   (f) ADJ UNCH    2 0
 QD1208
 QD1208.Superseded values are not recommended for survey control.
 QD1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1208.See file dsdata.txt to determine how the superseded data were derived.
 QD1208
 QD1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ951789(NAD 83)
 QD1208_MARKER: N = NAIL
 QD1208_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QD1208_SP_SET: HEMLOCK TREE
 QD1208_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD1208
 QD1208  HISTORY     - Date     Condition        Report By
 QD1208  HISTORY     - UNK      MONUMENTED
 QD1208  HISTORY     - 1943     GOOD             NGS
 QD1208
 QD1208                          STATION DESCRIPTION
 QD1208
 QD1208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QD1208'11.9 MI N FROM OLALLIE LAKE GUARD STATION.
 QD1208'ABOUT 11.9 MILES NORTH ALONG THE OREGON SKYLINE ROAD FROM OLALLIE LAKE
 QD1208'GUARD STATION, 0.5 MILE NORTH OF MILEPOST 23, 0.1 MILE SOUTH OF A ROAD
 QD1208'LEADING EAST, SET IN THE BASE OF THE NORTH SIDE OF A 30-INCH HEMLOCK
 QD1208'TREE, 8.0 FEET SOUTH OF FIRE SPRINGS TRAIL, 146.0 FEET WEST OF BENCH
 QD1208'MARK 4000 (PEPCO), 18.0 FEET EAST OF THE CENTER LINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1593 ***********************************************************************
 RD1593  DESIGNATION -  4017
 RD1593  PID         -  RD1593
 RD1593  STATE/COUNTY-  OR/MULTNOMAH
 RD1593  USGS QUAD   -  MOUNT TABOR (1990)
 RD1593
 RD1593                         *CURRENT SURVEY CONTROL
 RD1593  ___________________________________________________________________
 RD1593* NAD 83(2007)-  45 33 26.05850(N)    122 32 14.91212(W)     ADJUSTED  
 RD1593* NAVD 88     -        15.604  (meters)      51.19   (feet)  ADJUSTED  
 RD1593  ___________________________________________________________________
 RD1593  EPOCH DATE  -        2007.00
 RD1593  X           -  -2,406,121.431 (meters)                     COMP
 RD1593  Y           -  -3,771,408.269 (meters)                     COMP
 RD1593  Z           -   4,530,920.738 (meters)                     COMP
 RD1593  LAPLACE CORR-           1.39  (seconds)                    DEFLEC99
 RD1593  ELLIP HEIGHT-          -7.154 (meters)          (02/10/07) ADJUSTED
 RD1593  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 RD1593  DYNAMIC HT  -          15.604 (meters)      51.19  (feet)  COMP
 RD1593
 RD1593  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 RD1593  Type    PID    Designation                      North   East  Ellip
 RD1593  -------------------------------------------------------------------
 RD1593  NETWORK RD1593 4017                              0.47   0.29   1.57
 RD1593  -------------------------------------------------------------------
 RD1593  MODELED GRAV-     980,615.3   (mgal)                       NAVD 88
 RD1593
 RD1593  VERT ORDER  -  FIRST     CLASS II
 RD1593
 RD1593.The horizontal coordinates were established by GPS observations
 RD1593.and adjusted by the National Geodetic Survey in February 2007.
 RD1593
 RD1593.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 RD1593.See www.ngs.noaa.gov/NationalReadjustment for more information.
 RD1593.The horizontal coordinates are valid at the epoch date displayed above.
 RD1593.The epoch date for horizontal control is a decimal equivalence
 RD1593.of Year/Month/Day.
 RD1593
 RD1593.The orthometric height was determined by differential leveling
 RD1593.and adjusted in June 1991.
 RD1593
 RD1593.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RD1593
 RD1593.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1593
 RD1593.The ellipsoidal height was determined by GPS observations
 RD1593.and is referenced to NAD 83.
 RD1593
 RD1593.The geoid height was determined by GEOID03.
 RD1593
 RD1593.The dynamic height is computed by dividing the NAVD 88
 RD1593.geopotential number by the normal gravity value computed on the
 RD1593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1593.degrees latitude (g = 980.6199 gals.).
 RD1593
 RD1593.The modeled gravity was interpolated from observed gravity values.
 RD1593
 RD1593;                    North         East     Units Scale Factor Converg.
 RD1593;SPC OR N     -   212,091.091 2,340,946.264   MT  0.99991755   -1 26 41.8
 RD1593;SPC OR N     -   695,836.91  7,680,269.90   iFT  0.99991755   -1 26 41.8
 RD1593;UTM  10      - 5,044,959.592   536,098.913   MT  0.99961602   +0 19 48.8
 RD1593
 RD1593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1593!SPC OR N     -   1.00000112  x   0.99991755  =   0.99991867
 RD1593!UTM  10      -   1.00000112  x   0.99961602  =   0.99961714
 RD1593
 RD1593                          SUPERSEDED SURVEY CONTROL
 RD1593
 RD1593  NAD 83(1998)-  45 33 26.05666(N)    122 32 14.91391(W) AD(       ) B
 RD1593  ELLIP H (02/26/02)   -7.149  (m)                       GP(       ) 3 2
 RD1593  NAVD 88 (02/26/02)   15.60   (m)           51.2    (f) LEVELING    3  
 RD1593
 RD1593.Superseded values are not recommended for survey control.
 RD1593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1593.See file dsdata.txt to determine how the superseded data were derived.
 RD1593
 RD1593_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER3609944960(NAD 83)
 RD1593_MARKER: DB = BENCH MARK DISK
 RD1593_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RD1593_SP_SET: CURB
 RD1593_STAMPING: 4017
 RD1593_MARK LOGO: OR-051
 RD1593_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD1593_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD1593_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD1593+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2005
 RD1593
 RD1593  HISTORY     - Date     Condition        Report By
 RD1593  HISTORY     - UNK      MONUMENTED       OR-051
 RD1593  HISTORY     - 1987     GOOD             NGS
 RD1593  HISTORY     - 19991102 GOOD             USPSQD
 RD1593  HISTORY     - 20001010 GOOD             OR-051
 RD1593  HISTORY     - 20051012 GOOD             USPSQD
 RD1593
 RD1593                          STATION DESCRIPTION
 RD1593
 RD1593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 RD1593'2.2 KM (1.35 MI) EAST FROM PORTLAND.
 RD1593'2.26 KM (1.40 MI) EAST ALONG SANDY BOULEVARD FROM THE BRIDGE OVER
 RD1593'INTERSTATE HIGHWAY 205 IN PORTLAND, IN THE NORTHEAST CORNER OF THE
 RD1593'BRIDGE OVER 122ND AVENUE, IN TOP AND 0.3 M (1.0 FT) WEST OF THE EAST
 RD1593'END OF THE NORTH CURB, 5.5 M (18.0 FT) NORTH OF THE CENTERLINE OF THE
 RD1593'BOULEVARD.  NOTE--NO STAMPING ON THE DISK.
 RD1593'THE MARK IS 0.3 M ABOVE THE BOULEVARD.
 RD1593
 RD1593                          STATION RECOVERY (1999)
 RD1593
 RD1593'RECOVERY NOTE BY US POWER SQUADRON 1999
 RD1593'RECOVERED IN GOOD CONDITION.
 RD1593
 RD1593                          STATION RECOVERY (2000)
 RD1593
 RD1593'RECOVERY NOTE BY MULTNOMAH COUNTY OREGON 2000 (LET)
 RD1593'RECOVERED AS DESCRIBED.
 RD1593'
 RD1593
 RD1593                          STATION RECOVERY (2005)
 RD1593
 RD1593'RECOVERY NOTE BY US POWER SQUADRON 2005 (SO)
 RD1593'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0337 ***********************************************************************
 QD0337  DESIGNATION -  4031
 QD0337  PID         -  QD0337
 QD0337  STATE/COUNTY-  OR/CROOK
 QD0337  USGS QUAD   -  OCHOCO RESERVOIR (1992)
 QD0337
 QD0337                         *CURRENT SURVEY CONTROL
 QD0337  ___________________________________________________________________
 QD0337* NAD 83(1986)-  44 15 41.     (N)    120 42 20.     (W)     SCALED    
 QD0337* NAVD 88     -      1229.919  (meters)    4035.16   (feet)  ADJUSTED  
 QD0337  ___________________________________________________________________
 QD0337  GEOID HEIGHT-         -20.15  (meters)                     GEOID03
 QD0337  DYNAMIC HT  -        1229.437 (meters)    4033.58  (feet)  COMP
 QD0337  MODELED GRAV-     980,183.9   (mgal)                       NAVD 88
 QD0337
 QD0337  VERT ORDER  -  FIRST     CLASS II
 QD0337
 QD0337.The horizontal coordinates were scaled from a topographic map and have
 QD0337.an estimated accuracy of +/- 6 seconds.
 QD0337
 QD0337.The orthometric height was determined by differential leveling
 QD0337.and adjusted in June 1991.
 QD0337
 QD0337.The geoid height was determined by GEOID03.
 QD0337
 QD0337.The dynamic height is computed by dividing the NAVD 88
 QD0337.geopotential number by the normal gravity value computed on the
 QD0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0337.degrees latitude (g = 980.6199 gals.).
 QD0337
 QD0337.The modeled gravity was interpolated from observed gravity values.
 QD0337
 QD0337;                    North         East    Units  Estimated Accuracy
 QD0337;SPC OR S     -   288,270.    1,483,580.      MT  (+/- 180 meters Scaled)
 QD0337
 QD0337                          SUPERSEDED SURVEY CONTROL
 QD0337
 QD0337  NGVD 29 (??/??/92) 1228.744  (m)         4031.30   (f) ADJ UNCH    1 2
 QD0337
 QD0337.Superseded values are not recommended for survey control.
 QD0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0337.See file dsdata.txt to determine how the superseded data were derived.
 QD0337
 QD0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ831034(NAD 83)
 QD0337_MARKER: P = PIPE CAP
 QD0337_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QD0337_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QD0337_STAMPING: 4023 H 1904
 QD0337_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0337
 QD0337  HISTORY     - Date     Condition        Report By
 QD0337  HISTORY     - 1904     MONUMENTED       USGS
 QD0337  HISTORY     - 1935     GOOD             NGS
 QD0337
 QD0337                          STATION DESCRIPTION
 QD0337
 QD0337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 QD0337'8.7 MI SE FROM PRINEVILLE.
 QD0337'8.7 MILES SOUTHEAST ALONG THE PRINEVILLE-PAULINA ROAD FROM THE
 QD0337'COURTHOUSE AT PRINEVILLE, CROOK COUNTY, 27 FEET EAST OF THE GATE
 QD0337'LEADING TO A FARM HOUSE, IN LINE WITH THE EAST YARD FENCE, 5 FEET EAST
 QD0337'OF A ROW OF POPLAR TREES, 122 FEET EAST OF A CULVERT, 23 FEET SOUTH OF
 QD0337'THE HIGHWAY CENTERLINE, 1 FOOT NORTH OF THE FENCE.  A UNITED STATES
 QD0337'GEOLOGICAL SURVEY STANDARD DISK STAMPED 4031.739 H 1904 AND RIVETED TO
 QD0337'A 3 1/2 INCH IRON PIPE SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0338 ***********************************************************************
 QD0338  DESIGNATION -  4035
 QD0338  PID         -  QD0338
 QD0338  STATE/COUNTY-  OR/CROOK
 QD0338  USGS QUAD   -  EAGLE ROCK (1990)
 QD0338
 QD0338                         *CURRENT SURVEY CONTROL
 QD0338  ___________________________________________________________________
 QD0338* NAD 83(1986)-  44 14 17.     (N)    120 39 08.     (W)     SCALED    
 QD0338* NAVD 88     -      1231.088  (meters)    4038.99   (feet)  ADJUSTED  
 QD0338  ___________________________________________________________________
 QD0338  GEOID HEIGHT-         -20.01  (meters)                     GEOID03
 QD0338  DYNAMIC HT  -        1230.605 (meters)    4037.41  (feet)  COMP
 QD0338  MODELED GRAV-     980,183.2   (mgal)                       NAVD 88
 QD0338
 QD0338  VERT ORDER  -  FIRST     CLASS II
 QD0338
 QD0338.The horizontal coordinates were scaled from a topographic map and have
 QD0338.an estimated accuracy of +/- 6 seconds.
 QD0338
 QD0338.The orthometric height was determined by differential leveling
 QD0338.and adjusted in June 1991.
 QD0338
 QD0338.The geoid height was determined by GEOID03.
 QD0338
 QD0338.The dynamic height is computed by dividing the NAVD 88
 QD0338.geopotential number by the normal gravity value computed on the
 QD0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0338.degrees latitude (g = 980.6199 gals.).
 QD0338
 QD0338.The modeled gravity was interpolated from observed gravity values.
 QD0338
 QD0338;                    North         East    Units  Estimated Accuracy
 QD0338;SPC OR S     -   285,670.    1,487,840.      MT  (+/- 180 meters Scaled)
 QD0338
 QD0338                          SUPERSEDED SURVEY CONTROL
 QD0338
 QD0338  NGVD 29 (??/??/92) 1229.916  (m)         4035.15   (f) ADJ UNCH    1 2
 QD0338
 QD0338.Superseded values are not recommended for survey control.
 QD0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0338.See file dsdata.txt to determine how the superseded data were derived.
 QD0338
 QD0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ874009(NAD 83)
 QD0338_MARKER: P = PIPE CAP
 QD0338_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QD0338_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QD0338_STAMPING: 4027 H 1904
 QD0338_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0338
 QD0338  HISTORY     - Date     Condition        Report By
 QD0338  HISTORY     - 1904     MONUMENTED       USGS
 QD0338  HISTORY     - 1935     GOOD             NGS
 QD0338
 QD0338                          STATION DESCRIPTION
 QD0338
 QD0338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 QD0338'12.1 MI SW FROM PRINEVILLE.
 QD0338'12.1 MILES SOUTHWEST ALONG THE PRINEVILLE-PAULINA ROAD FROM THE
 QD0338'COURTHOUSE AT PRINEVILLE, CROOK COUNTY, ABOUT 205 FEET WEST OF A RANCH
 QD0338'HOUSE, 8 FEET NORTH OF THE SOUTH YARD FENCE, 23 FEET SOUTH OF A FENCE
 QD0338'WHICH IS ON THE WEST SIDE OF THE ROAD, 20 FEET EAST OF THE ROAD
 QD0338'CENTERLINE AND AT THE FENCE LINE.  A UNITED STATES GEOLOGICAL SURVEY
 QD0338'STANDARD CAP STAMPED 4035.525 H 1904 AND RIVETED TO A 3 1/2 INCH IRON
 QD0338'PIPE ENCASED IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1426 ***********************************************************************
 RC1426  DESIGNATION -  4042.92
 RC1426  PID         -  RC1426
 RC1426  STATE/COUNTY-  OR/HOOD RIVER
 RC1426  USGS QUAD   -  MOUNT HOOD SOUTH (1980)
 RC1426
 RC1426                         *CURRENT SURVEY CONTROL
 RC1426  ___________________________________________________________________
 RC1426* NAD 83(1986)-  45 17 32.     (N)    121 40 20.     (W)     SCALED    
 RC1426* NAVD 88     -      1233.293  (meters)    4046.23   (feet)  ADJUSTED  
 RC1426  ___________________________________________________________________
 RC1426  GEOID HEIGHT-         -20.68  (meters)                     GEOID03
 RC1426  DYNAMIC HT  -        1232.961 (meters)    4045.14  (feet)  COMP
 RC1426  MODELED GRAV-     980,304.1   (mgal)                       NAVD 88
 RC1426
 RC1426  VERT ORDER  -  SECOND    CLASS 0
 RC1426
 RC1426.The horizontal coordinates were scaled from a topographic map and have
 RC1426.an estimated accuracy of +/- 6 seconds.
 RC1426
 RC1426.The orthometric height was determined by differential leveling
 RC1426.and adjusted in June 1991.
 RC1426
 RC1426.The geoid height was determined by GEOID03.
 RC1426
 RC1426.The dynamic height is computed by dividing the NAVD 88
 RC1426.geopotential number by the normal gravity value computed on the
 RC1426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1426.degrees latitude (g = 980.6199 gals.).
 RC1426
 RC1426.The modeled gravity was interpolated from observed gravity values.
 RC1426
 RC1426;                    North         East    Units  Estimated Accuracy
 RC1426;SPC OR N     -   181,300.    2,408,060.      MT  (+/- 180 meters Scaled)
 RC1426
 RC1426                          SUPERSEDED SURVEY CONTROL
 RC1426
 RC1426  NGVD 29 (??/??/92) 1232.145  (m)         4042.46   (f) ADJ UNCH    2 0
 RC1426
 RC1426.Superseded values are not recommended for survey control.
 RC1426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1426.See file dsdata.txt to determine how the superseded data were derived.
 RC1426
 RC1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR041162(NAD 83)
 RC1426_MARKER: Q = CHISELED SQUARE
 RC1426_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RC1426_SP_SET: CULVERT
 RC1426_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC1426
 RC1426  HISTORY     - Date     Condition        Report By
 RC1426  HISTORY     - UNK      MONUMENTED       ORDT
 RC1426  HISTORY     - 1961     GOOD             NGS
 RC1426
 RC1426                          STATION DESCRIPTION
 RC1426
 RC1426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RC1426'6.8 MI E FROM GOVERNMENT CAMP.
 RC1426'REACHED FROM THE PASS AT GOVERNMENT CAMP GO SOUTHEAST ON U.S. HIGHWAY
 RC1426'26 FOR 2.5 MILES TO THE HIGHWAY INTERSECTION WITH STATE HIGHWAY 35,
 RC1426'KEEP LEFT, GO NORTHEAST ON STATE HIGHWAY 35 FOR 2.9 MILE TO THE COUNTY
 RC1426'LINE OF HOOD RIVER-CLACKAMAS COUNTY AT BARLOW PASS, CONTINUE AHEAD ON
 RC1426'STATE HIGHWAY 35 FOR 1.4 MILES TO A CULVERT, THE CHISELED SQUARE IS
 RC1426'ABOUT THE CENTER OF THE WEST HEADWALL OF THIS CULVERT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0814 ***********************************************************************
 QB0814  DESIGNATION -  4052
 QB0814  PID         -  QB0814
 QB0814  STATE/COUNTY-  OR/MALHEUR
 QB0814  USGS QUAD   -  LITTLE JUNIPER SPRING (1990)
 QB0814
 QB0814                         *CURRENT SURVEY CONTROL
 QB0814  ___________________________________________________________________
 QB0814* NAD 83(1986)-  44 02 09.     (N)    117 57 25.     (W)     SCALED    
 QB0814* NAVD 88     -      1238.522  (meters)    4063.38   (feet)  ADJUSTED  
 QB0814  ___________________________________________________________________
 QB0814  GEOID HEIGHT-         -17.78  (meters)                     GEOID03
 QB0814  DYNAMIC HT  -        1238.001 (meters)    4061.67  (feet)  COMP
 QB0814  MODELED GRAV-     980,155.0   (mgal)                       NAVD 88
 QB0814
 QB0814  VERT ORDER  -  FIRST     CLASS II
 QB0814
 QB0814.The horizontal coordinates were scaled from a topographic map and have
 QB0814.an estimated accuracy of +/- 6 seconds.
 QB0814
 QB0814.The orthometric height was determined by differential leveling
 QB0814.and adjusted in June 1991.
 QB0814
 QB0814.The geoid height was determined by GEOID03.
 QB0814
 QB0814.The dynamic height is computed by dividing the NAVD 88
 QB0814.geopotential number by the normal gravity value computed on the
 QB0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0814.degrees latitude (g = 980.6199 gals.).
 QB0814
 QB0814.The modeled gravity was interpolated from observed gravity values.
 QB0814
 QB0814;                    North         East    Units  Estimated Accuracy
 QB0814;SPC OR S     -   266,280.    1,703,820.      MT  (+/- 180 meters Scaled)
 QB0814
 QB0814                          SUPERSEDED SURVEY CONTROL
 QB0814
 QB0814  NGVD 29 (??/??/92) 1237.385  (m)         4059.65   (f) ADJ UNCH    1 2
 QB0814
 QB0814.Superseded values are not recommended for survey control.
 QB0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0814.See file dsdata.txt to determine how the superseded data were derived.
 QB0814
 QB0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ233762(NAD 83)
 QB0814_MARKER: P = PIPE CAP
 QB0814_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QB0814_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QB0814_STAMPING: 4060.177 H 1903
 QB0814_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB0814
 QB0814  HISTORY     - Date     Condition        Report By
 QB0814  HISTORY     - 1903     MONUMENTED       USGS
 QB0814  HISTORY     - 1944     GOOD             NGS
 QB0814
 QB0814                          STATION DESCRIPTION
 QB0814
 QB0814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 QB0814'15.4 MI NW FROM WESTFALL.
 QB0814'15.4 MILES NORTHWEST ALONG THE BEULAH-WESTFALL ROAD FROM THE POST
 QB0814'OFFICE AT WESTFALL, SET ON THE SOUTH SLOPE OF THE HILL, ON THE NORTH
 QB0814'SIDE OF THE ROAD FROM A LARGE PROMINENT BOULDER, 15 FEET NORTH OF THE
 QB0814'CENTERLINE OF THE ROAD, ABOUT 1.5 FEET ABOVE ROAD LEVEL.  A U.S.G.S.
 QB0814'BENCH MARK CAP RIVETED ON TOP A 3 1/2-INCH IRON PIPE AND PROJECTING
 QB0814'ABOUT 2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0395 ***********************************************************************
 NY0395  DESIGNATION -  4062
 NY0395  PID         -  NY0395
 NY0395  STATE/COUNTY-  OR/KLAMATH
 NY0395  USGS QUAD   -  MERRILL (1986)
 NY0395
 NY0395                         *CURRENT SURVEY CONTROL
 NY0395  ___________________________________________________________________
 NY0395* NAD 83(1986)-  42 01 26.     (N)    121 36 01.     (W)     SCALED    
 NY0395* NAVD 88     -      1239.275  (meters)    4065.85   (feet)  ADJUSTED  
 NY0395  ___________________________________________________________________
 NY0395  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 NY0395  DYNAMIC HT  -        1238.515 (meters)    4063.36  (feet)  COMP
 NY0395  MODELED GRAV-     979,965.9   (mgal)                       NAVD 88
 NY0395
 NY0395  VERT ORDER  -  SECOND    CLASS 0
 NY0395
 NY0395.The horizontal coordinates were scaled from a topographic map and have
 NY0395.an estimated accuracy of +/- 6 seconds.
 NY0395
 NY0395.The orthometric height was determined by differential leveling
 NY0395.and adjusted in June 1991.
 NY0395
 NY0395.The geoid height was determined by GEOID03.
 NY0395
 NY0395.The dynamic height is computed by dividing the NAVD 88
 NY0395.geopotential number by the normal gravity value computed on the
 NY0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0395.degrees latitude (g = 980.6199 gals.).
 NY0395
 NY0395.The modeled gravity was interpolated from observed gravity values.
 NY0395
 NY0395;                    North         East    Units  Estimated Accuracy
 NY0395;SPC OR S     -    40,280.    1,408,870.      MT  (+/- 180 meters Scaled)
 NY0395
 NY0395                          SUPERSEDED SURVEY CONTROL
 NY0395
 NY0395  NGVD 29 (??/??/92) 1238.194  (m)         4062.31   (f) ADJ UNCH    2 0
 NY0395
 NY0395.Superseded values are not recommended for survey control.
 NY0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0395.See file dsdata.txt to determine how the superseded data were derived.
 NY0395
 NY0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM158533(NAD 83)
 NY0395_MARKER: Q = CHISELED SQUARE
 NY0395_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NY0395_SP_SET: BRIDGE
 NY0395_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NY0395
 NY0395  HISTORY     - Date     Condition        Report By
 NY0395  HISTORY     - UNK      MONUMENTED       USGS
 NY0395  HISTORY     - 1940     GOOD             NGS
 NY0395  HISTORY     - 1982     MARK NOT FOUND   USGS
 NY0395
 NY0395                          STATION DESCRIPTION
 NY0395
 NY0395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 NY0395'IN MERRILL.
 NY0395'LOCATED IN MERRILL, KLAMATH COUNTY, OREGON.  JUST SOUTH OF THE
 NY0395'BUSINESS DISTRICT IN MERRILL, AT THE LOST RIVER BRIDGE.  A CHISELED
 NY0395'SQUARE IN THE TOP OF MASONRY ABUTMENT AT THE NORTHWEST CORNER OF
 NY0395'BRIDGE.  PAINTED B.M. AND A BLACK RING PAINTED AROUND CHISELED SQUARE.
 NY0395'WITNESS POST IS SET BY BENCH MARK.
 NY0395
 NY0395                          STATION RECOVERY (1982)
 NY0395
 NY0395'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 NY0395'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0610 ***********************************************************************
 RA0610  DESIGNATION -  4064
 RA0610  PID         -  RA0610
 RA0610  STATE/COUNTY-  OR/WALLOWA
 RA0610  USGS QUAD   -  FLORA (1967)
 RA0610
 RA0610                         *CURRENT SURVEY CONTROL
 RA0610  ___________________________________________________________________
 RA0610* NAD 83(1986)-  45 55 42.     (N)    117 22 13.     (W)     SCALED    
 RA0610* NAVD 88     -      1239.406  (meters)    4066.28   (feet)  ADJUSTED  
 RA0610  ___________________________________________________________________
 RA0610  GEOID HEIGHT-         -17.41  (meters)                     GEOID03
 RA0610  DYNAMIC HT  -        1239.143 (meters)    4065.42  (feet)  COMP
 RA0610  MODELED GRAV-     980,358.8   (mgal)                       NAVD 88
 RA0610
 RA0610  VERT ORDER  -  SECOND    CLASS 0
 RA0610
 RA0610.The horizontal coordinates were scaled from a topographic map and have
 RA0610.an estimated accuracy of +/- 6 seconds.
 RA0610
 RA0610.The orthometric height was determined by differential leveling
 RA0610.and adjusted in June 1991.
 RA0610
 RA0610.The geoid height was determined by GEOID03.
 RA0610
 RA0610.The dynamic height is computed by dividing the NAVD 88
 RA0610.geopotential number by the normal gravity value computed on the
 RA0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0610.degrees latitude (g = 980.6199 gals.).
 RA0610
 RA0610.The modeled gravity was interpolated from observed gravity values.
 RA0610
 RA0610;                    North         East    Units  Estimated Accuracy
 RA0610;SPC OR N     -   256,030.    2,742,690.      MT  (+/- 180 meters Scaled)
 RA0610
 RA0610                          SUPERSEDED SURVEY CONTROL
 RA0610
 RA0610  NGVD 29 (??/??/92) 1238.290  (m)         4062.62   (f) ADJ UNCH    2 0
 RA0610
 RA0610.Superseded values are not recommended for survey control.
 RA0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0610.See file dsdata.txt to determine how the superseded data were derived.
 RA0610
 RA0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML712861(NAD 83)
 RA0610_MARKER: S = SPIKE
 RA0610_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RA0610_SP_SET: PINE STUMP
 RA0610_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RA0610
 RA0610  HISTORY     - Date     Condition        Report By
 RA0610  HISTORY     - UNK      MONUMENTED       USGS
 RA0610  HISTORY     - 1945     GOOD             NGS
 RA0610
 RA0610                          STATION DESCRIPTION
 RA0610
 RA0610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 RA0610'4.4 MI NW FROM FLORA.
 RA0610'4.4 MILES NORTHWEST OF FLORA POST OFFICE, ALONG TROY-FLORA ROAD, 27.6
 RA0610'FEET WEST OF THE FENCE LINE, 16.5 FEET EAST OF THE CENTER LINE OF THE
 RA0610'ROAD.  A TRACK SPIKE DRIVEN IN THE WEST BASE OF A 48 INCH PINE STUMP
 RA0610'ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0398 ***********************************************************************
 NY0398  DESIGNATION -  4066
 NY0398  PID         -  NY0398
 NY0398  STATE/COUNTY-  OR/KLAMATH
 NY0398  USGS QUAD   -  MERRILL (1986)
 NY0398
 NY0398                         *CURRENT SURVEY CONTROL
 NY0398  ___________________________________________________________________
 NY0398* NAD 83(1986)-  42 02 27.     (N)    121 37 25.     (W)     SCALED    
 NY0398* NAVD 88     -      1240.328  (meters)    4069.31   (feet)  ADJUSTED  
 NY0398  ___________________________________________________________________
 NY0398  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 NY0398  DYNAMIC HT  -        1239.562 (meters)    4066.80  (feet)  COMP
 NY0398  MODELED GRAV-     979,961.9   (mgal)                       NAVD 88
 NY0398
 NY0398  VERT ORDER  -  SECOND    CLASS 0
 NY0398
 NY0398.The horizontal coordinates were scaled from a topographic map and have
 NY0398.an estimated accuracy of +/- 6 seconds.
 NY0398
 NY0398.The orthometric height was determined by differential leveling
 NY0398.and adjusted in June 1991.
 NY0398
 NY0398.The geoid height was determined by GEOID03.
 NY0398
 NY0398.The dynamic height is computed by dividing the NAVD 88
 NY0398.geopotential number by the normal gravity value computed on the
 NY0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0398.degrees latitude (g = 980.6199 gals.).
 NY0398
 NY0398.The modeled gravity was interpolated from observed gravity values.
 NY0398
 NY0398;                    North         East    Units  Estimated Accuracy
 NY0398;SPC OR S     -    42,190.    1,406,960.      MT  (+/- 180 meters Scaled)
 NY0398
 NY0398                          SUPERSEDED SURVEY CONTROL
 NY0398
 NY0398  NGVD 29 (??/??/92) 1239.243  (m)         4065.75   (f) ADJ UNCH    2 0
 NY0398
 NY0398.Superseded values are not recommended for survey control.
 NY0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0398.See file dsdata.txt to determine how the superseded data were derived.
 NY0398
 NY0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM139552(NAD 83)
 NY0398_MARKER: DD = SURVEY DISK
 NY0398_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NY0398_SP_SET: BRIDGE
 NY0398_STAMPING: 4066 1927
 NY0398_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NY0398
 NY0398  HISTORY     - Date     Condition        Report By
 NY0398  HISTORY     - 1927     MONUMENTED       ORDT
 NY0398  HISTORY     - 1940     GOOD             NGS
 NY0398
 NY0398                          STATION DESCRIPTION
 NY0398
 NY0398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 NY0398'17.65 MI SE FROM KLAMATH FALLS.
 NY0398'LOCATED 17.65 MILES SOUTH-EAST OF THE CITY HALL IN KLAMATH FALLS,
 NY0398'KLAMATH CO OREGON ALONG THE KLAMATH FALLS-CANBY CALIF. HWY., AT LOST
 NY0398'RIVER BRIDGE.  AT THE WEST END AND ON THE SOUTH SIDE, ABOUT 2 FEET
 NY0398'BELOW BRIDGE LEVEL, AND SET IN THE TOP OF ROCK WING WALL.  WITNESS
 NY0398'POST IS SET BY BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1752 ***********************************************************************
 QE1752  DESIGNATION -  407 54.07
 QE1752  PID         -  QE1752
 QE1752  STATE/COUNTY-  OR/LANE
 QE1752  USGS QUAD   -  MOHAWK (1988)
 QE1752
 QE1752                         *CURRENT SURVEY CONTROL
 QE1752  ___________________________________________________________________
 QE1752* NAD 83(1991)-  44 10 52.11308(N)    122 56 57.43145(W)     ADJUSTED  
 QE1752* NAVD 88     -       689.1    (meters)    2261.     (feet)  VERTCON   
 QE1752  ___________________________________________________________________
 QE1752  LAPLACE CORR-          -3.71  (seconds)                    DEFLEC99
 QE1752  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 QE1752  HORZ ORDER  -  SECOND
 QE1752
 QE1752.The horizontal coordinates were established by classical geodetic methods
 QE1752.and adjusted by the National Geodetic Survey in October 1991.
 QE1752
 QE1752.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE1752.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE1752
 QE1752.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE1752
 QE1752.The geoid height was determined by GEOID03.
 QE1752
 QE1752;                    North         East     Units Scale Factor Converg.
 QE1752;SPC OR S     -   282,195.500 1,304,168.635   MT  1.00005109   -1 40 32.4
 QE1752;SPC OR S     -   925,838.25  4,278,768.49   iFT  1.00005109   -1 40 32.4
 QE1752;UTM  10      - 4,891,993.512   504,053.518   MT  0.99960020   +0 02 07.2
 QE1752
 QE1752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE1752!SPC OR S     -   0.99989558  x   1.00005109  =   0.99994667
 QE1752!UTM  10      -   0.99989558  x   0.99960020  =   0.99949583
 QE1752
 QE1752:                Primary Azimuth Mark                     Grid Az
 QE1752:SPC OR S     -  PARSONS                                  094 43 12.1
 QE1752:UTM  10      -  PARSONS                                  093 00 32.5
 QE1752
 QE1752|---------------------------------------------------------------------|
 QE1752| PID    Reference Object                     Distance      Geod. Az  |
 QE1752|                                                           dddmmss.s |
 QE1752| QE1728 PARSONS                             APPROX. 6.5 KM 0930239.7 |
 QE1752| CD9494 407 54.07 RM 1                       15.758 METERS 11801     |
 QE1752| CD9495 407 54.07 RM 3                        5.864 METERS 22726     |
 QE1752| CD9496 407 54.07 RM 4                        5.435 METERS 31623     |
 QE1752|---------------------------------------------------------------------|
 QE1752
 QE1752                          SUPERSEDED SURVEY CONTROL
 QE1752
 QE1752  NAD 83(1986)-  44 10 52.12879(N)    122 56 57.45758(W) AD(       ) 2
 QE1752  NAD 27      -  44 10 52.68170(N)    122 56 53.15394(W) AD(       ) 2
 QE1752  NGVD 29 (07/19/86)  688.0    (m)         2257.     (f) VERT ANG    3  
 QE1752
 QE1752.Superseded values are not recommended for survey control.
 QE1752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1752.See file dsdata.txt to determine how the superseded data were derived.
 QE1752
 QE1752_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP0405491994(NAD 83)
 QE1752
 QE1752  HISTORY     - Date     Condition        Report By
 QE1752  HISTORY     - 1970     MONUMENTED       BPA
 QE1752
 QE1752                          STATION DESCRIPTION
 QE1752
 QE1752'DESCRIBED BY BONNEVILLE POWER ADMINISTRATION 1970 (FLI)
 QE1752'STATION IS LOCATED WEST NORTHWEST OF MARCOLA ON A BONNEVILLE POWER
 QE1752'ADMINISTRATION CENTERLINE.
 QE1752'
 QE1752'TO REACH THE STATION FROM THE MOHAWK POST OFFICE (T16S, R2W, S34),
 QE1752'GO NORTH 0.2 MI. ON THE OLD MOHAWK ROAD TO A T ROAD LEFT.  GO
 QE1752'4.8 MILES NORTHWEST ON MAIN LOGGING ROAD TO FORK.  TAKE RIGHT FORK
 QE1752'1.0 MILE TO END OF ROAD AND STATION UNDER TOWER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0209 ***********************************************************************
 PB0209  DESIGNATION -  4071=G 41
 PB0209  PID         -  PB0209
 PB0209  STATE/COUNTY-  OR/DESCHUTES
 PB0209  USGS QUAD   -  LAVA BUTTE (1981)
 PB0209
 PB0209                         *CURRENT SURVEY CONTROL
 PB0209  ___________________________________________________________________
 PB0209* NAD 83(1991)-  43 57 57.99571(N)    121 20 16.35385(W)     ADJUSTED  
 PB0209* NAVD 88     -      1242.053  (meters)    4074.97   (feet)  ADJUSTED  
 PB0209  ___________________________________________________________________
 PB0209  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 PB0209  GEOID HEIGHT-         -20.73  (meters)                     GEOID03
 PB0209  DYNAMIC HT  -        1241.523 (meters)    4073.23  (feet)  COMP
 PB0209  MODELED GRAV-     980,148.6   (mgal)                       NAVD 88
 PB0209
 PB0209  HORZ ORDER  -  SECOND
 PB0209  VERT ORDER  -  FIRST     CLASS II
 PB0209
 PB0209.The horizontal coordinates were established by classical geodetic methods
 PB0209.and adjusted by the National Geodetic Survey in October 1991.
 PB0209
 PB0209.The orthometric height was determined by differential leveling
 PB0209.and adjusted in June 1991.
 PB0209
 PB0209.The Laplace correction was computed from DEFLEC99 derived deflections.
 PB0209
 PB0209.The geoid height was determined by GEOID03.
 PB0209
 PB0209.The dynamic height is computed by dividing the NAVD 88
 PB0209.geopotential number by the normal gravity value computed on the
 PB0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0209.degrees latitude (g = 980.6199 gals.).
 PB0209
 PB0209.The modeled gravity was interpolated from observed gravity values.
 PB0209
 PB0209;                    North         East     Units Scale Factor Converg.
 PB0209;SPC OR S     -   255,774.468 1,432,760.598   MT  0.99999156   -0 34 23.6
 PB0209;SPC OR S     -   839,155.08  4,700,658.13   iFT  0.99999156   -0 34 23.6
 PB0209;UTM  10      - 4,869,451.598   633,335.844   MT  0.99981866   +1 09 14.7
 PB0209
 PB0209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PB0209!SPC OR S     -   0.99980853  x   0.99999156  =   0.99980009
 PB0209!UTM  10      -   0.99980853  x   0.99981866  =   0.99962722
 PB0209
 PB0209|---------------------------------------------------------------------|
 PB0209| PID    Reference Object                     Distance      Geod. Az  |
 PB0209|                                                           dddmmss.s |
 PB0209| CD6796 G 41 RM 1                             7.480 METERS 01625     |
 PB0209| CD6797 G 41 RM 2                             8.455 METERS 13319     |
 PB0209| PB0705 LAVA BUTTE LOOKOUT HOUSE            APPROX. 5.6 KM 1951712.4 |
 PB0209| PB0763 BACHELOR BUTTE LOOKOUT HOUSE        APPROX.28.1 KM 2730127.6 |
 PB0209| PB0208 GX 41                                11.810 METERS 32109     |
 PB0209| QD1739 MOUNT JEFFERSON                     APPROX.86.9 KM 3350447.0 |
 PB0209|---------------------------------------------------------------------|
 PB0209
 PB0209                          SUPERSEDED SURVEY CONTROL
 PB0209
 PB0209  NAD 83(1986)-  43 57 58.00111(N)    121 20 16.35977(W) AD(       ) 2
 PB0209  NAD 27      -  43 57 58.57700(N)    121 20 12.25900(W) AD(       ) 2
 PB0209  NGVD 29 (??/??/92) 1240.866  (m)         4071.07   (f) ADJ UNCH    1 2
 PB0209
 PB0209.Superseded values are not recommended for survey control.
 PB0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0209.See file dsdata.txt to determine how the superseded data were derived.
 PB0209
 PB0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP3333669452(NAD 83)
 PB0209_MARKER: DD = SURVEY DISK
 PB0209_SETTING: 66 = SET IN ROCK OUTCROP
 PB0209_SP_SET: IN A DRILL HOLE IN BEDROCK
 PB0209_STAMPING: G 41 1930 4071.058
 PB0209_MARK LOGO: ORHD  
 PB0209_MAGNETIC: N = NO MAGNETIC MATERIAL
 PB0209_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PB0209+STABILITY: POSITION/ELEVATION WELL
 PB0209_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PB0209+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1988
 PB0209
 PB0209  HISTORY     - Date     Condition        Report By
 PB0209  HISTORY     - 1933     MONUMENTED       ORDT
 PB0209  HISTORY     - 1934     GOOD             NGS
 PB0209  HISTORY     - 1976     GOOD             NGS
 PB0209  HISTORY     - 19880721 GOOD             NGS
 PB0209  HISTORY     - 19930818 GOOD             ORDT
 PB0209
 PB0209                          STATION DESCRIPTION
 PB0209
 PB0209'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1933 (FGJ)
 PB0209'STATION IS LOCATED IN THE NW CORNER OF SEC. 6, T.19, R. 12 E.,
 PB0209'ABOUT 6 MILES S BY W FROM THE TOWN OF BEND.
 PB0209'
 PB0209'STATION MARK IS AN OREGON STATE HIGHWAY DEPARTMENT STANDARD
 PB0209'BRONZE DISK WEDGED IN A DRILL HOLE IN OUTCROPPING BEDROCK AS
 PB0209'DESCRIBED IN NOTE 2.  REFERENCE MARKS ARE STANDARD BRONZE DISKS
 PB0209'IN OUTCROPPING BEDROCK AS DESCRIBED IN NOTE 12A.
 PB0209'
 PB0209'LAVA BUTTE LOOKOUT, AZIMUTH MARK, IS S BY W 3.9 MILES.
 PB0209'
 PB0209'TO REACH FROM BEND AS FOLLOWS--FROM THE POST OFFICE GO S ON
 PB0209'U.S. HIGHWAY 97, 7.4 MILES, AT THIS POINT THE STATION IS 24.5
 PB0209'METERS E OF THE CENTER OF HIGHWAY.  THIS POINT IS 0.1 MILE N OF
 PB0209'MILEPOST 149, WHICH DESIGNATES THE DISTANCE FROM THE COLUMBIA
 PB0209'HIGHWAY.
 PB0209'
 PB0209'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 PB0209
 PB0209                          STATION RECOVERY (1934)
 PB0209
 PB0209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PB0209'7.2 MI S FROM BEND.
 PB0209'7.2 MILES SOUTH ALONG THE DALLES- CALIFORNIA HIGHWAY FROM THE RAILROAD
 PB0209'STATION AT BEND, DESCHUTES COUNTY, 500 FEET NORTH OF MILE POST 149,
 PB0209'565 FEET NORTH OF THE CROSSING OF THE TOWNSHIP LINE BETWEEN TOWNSHIPS
 PB0209'18 AND 19 SOUTH WHICH IS THE BOUNDRY OF THE DESCHUTES NATIONAL FOREST,
 PB0209'AT THE SOUTH END OF A SMALL CUT, 80 FEET EAST OF THE HIGHWAY
 PB0209'CENTERLINE, IN A LAVA OUTCROPPING.  AN OREGON STATE HIGHWAY DEPARTMENT
 PB0209'STANDARD DISK STAMPED 4071.058 G41 1930.
 PB0209
 PB0209                          STATION RECOVERY (1976)
 PB0209
 PB0209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 PB0209'RECOVERED IN GOOD CONDITION.
 PB0209
 PB0209                          STATION RECOVERY (1988)
 PB0209
 PB0209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 PB0209'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  8.5 KM
 PB0209'(5.30 MI) SOUTHERLY ALONG U.S. HIGHWAY 97 FROM THE SOUTH JUNCTION OF
 PB0209'U.S. HIGHWAY 20 IN BEND, THENCE 2.7 KM (1.70 MI) SOUTH ALONG THE OLD
 PB0209'ABANDONED HIGHWAY.  ADD--0.6 M (2.0 FT) NORTHWEST OF A WITNESS POST.
 PB0209'NOTE--THE DISK HAS BEEN SURROUNDED BY A 0.6 M (2.0 FT) CONCRETE
 PB0209'PLATFORM.
 PB0209
 PB0209                          STATION RECOVERY (1993)
 PB0209
 PB0209'RECOVERY NOTE BY OREGON DEPARTMENT OF TRANSPORTATION 1993 (TN)
 PB0209'RECOVERED AS DESCRIBED.  NOTE--ADD THE FOLLOWING-- THE MARK IS 7.2
 PB0209'MILES (11.6 KM) SOUTH ALONG THE DALLES-CALIFORNIA HIGHWAY FROM BEND.
 PB0209'RECOVERED BY TOM NEFF, PC.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1424 ***********************************************************************
 RC1424  DESIGNATION -  4074.96
 RC1424  PID         -  RC1424
 RC1424  STATE/COUNTY-  OR/CLACKAMAS
 RC1424  USGS QUAD   -  MOUNT HOOD SOUTH (1980)
 RC1424
 RC1424                         *CURRENT SURVEY CONTROL
 RC1424  ___________________________________________________________________
 RC1424* NAD 83(1986)-  45 16 36.     (N)    121 41 32.     (W)     SCALED    
 RC1424* NAVD 88     -      1243.837  (meters)    4080.82   (feet)  ADJUSTED  
 RC1424  ___________________________________________________________________
 RC1424  GEOID HEIGHT-         -20.75  (meters)                     GEOID03
 RC1424  DYNAMIC HT  -        1243.503 (meters)    4079.73  (feet)  COMP
 RC1424  MODELED GRAV-     980,303.7   (mgal)                       NAVD 88
 RC1424
 RC1424  VERT ORDER  -  SECOND    CLASS 0
 RC1424
 RC1424.The horizontal coordinates were scaled from a topographic map and have
 RC1424.an estimated accuracy of +/- 6 seconds.
 RC1424
 RC1424.The orthometric height was determined by differential leveling
 RC1424.and adjusted in June 1991.
 RC1424
 RC1424.The geoid height was determined by GEOID03.
 RC1424
 RC1424.The dynamic height is computed by dividing the NAVD 88
 RC1424.geopotential number by the normal gravity value computed on the
 RC1424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1424.degrees latitude (g = 980.6199 gals.).
 RC1424
 RC1424.The modeled gravity was interpolated from observed gravity values.
 RC1424
 RC1424;                    North         East    Units  Estimated Accuracy
 RC1424;SPC OR N     -   179,600.    2,406,460.      MT  (+/- 180 meters Scaled)
 RC1424
 RC1424                          SUPERSEDED SURVEY CONTROL
 RC1424
 RC1424  NGVD 29 (??/??/92) 1242.689  (m)         4077.06   (f) ADJ UNCH    2 0
 RC1424
 RC1424.Superseded values are not recommended for survey control.
 RC1424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1424.See file dsdata.txt to determine how the superseded data were derived.
 RC1424
 RC1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR025145(NAD 83)
 RC1424_MARKER: Q = CHISELED SQUARE
 RC1424_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RC1424_SP_SET: CULVERT
 RC1424_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC1424
 RC1424  HISTORY     - Date     Condition        Report By
 RC1424  HISTORY     - UNK      MONUMENTED       ORDT
 RC1424  HISTORY     - 1961     MARK NOT FOUND   NGS
 RC1424
 RC1424                          STATION DESCRIPTION
 RC1424
 RC1424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RC1424'4.8 MI E FROM GOVERNMENT CAMP.
 RC1424'FORMERLY REACHED FROM GOVERNMENT CAMP BY GOING SOUTHEAST ALONG U.S.
 RC1424'HIGHWAY 26 ABOUT 2.5 MILES TO THE INTERSECTION WITH STATE HIGHWAY 35,
 RC1424'ABOUT 2.3 MILES ALONG STATE HIGHWAY 35 TO A CULVERT LOCATED ABOUT 50
 RC1424'FEET EAST OF A DRINKING FOUNTAIN, CHISELED SQUARE IN TOP OF SOUTH
 RC1424'MASONRY HEADWALL OF CULVERT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0399 ***********************************************************************
 NY0399  DESIGNATION -  4079
 NY0399  PID         -  NY0399
 NY0399  STATE/COUNTY-  OR/KLAMATH
 NY0399  USGS QUAD   -  MERRILL (1986)
 NY0399
 NY0399                         *CURRENT SURVEY CONTROL
 NY0399  ___________________________________________________________________
 NY0399* NAD 83(1986)-  42 02 28.     (N)    121 37 25.     (W)     SCALED    
 NY0399* NAVD 88     -      1244.437  (meters)    4082.79   (feet)  ADJUSTED  
 NY0399  ___________________________________________________________________
 NY0399  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 NY0399  DYNAMIC HT  -        1243.669 (meters)    4080.27  (feet)  COMP
 NY0399  MODELED GRAV-     979,962.0   (mgal)                       NAVD 88
 NY0399
 NY0399  VERT ORDER  -  SECOND    CLASS 0
 NY0399
 NY0399.The horizontal coordinates were scaled from a topographic map and have
 NY0399.an estimated accuracy of +/- 6 seconds.
 NY0399
 NY0399.The orthometric height was determined by differential leveling
 NY0399.and adjusted in June 1991.
 NY0399
 NY0399.The geoid height was determined by GEOID03.
 NY0399
 NY0399.The dynamic height is computed by dividing the NAVD 88
 NY0399.geopotential number by the normal gravity value computed on the
 NY0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0399.degrees latitude (g = 980.6199 gals.).
 NY0399
 NY0399.The modeled gravity was interpolated from observed gravity values.
 NY0399
 NY0399;                    North         East    Units  Estimated Accuracy
 NY0399;SPC OR S     -    42,220.    1,406,960.      MT  (+/- 180 meters Scaled)
 NY0399
 NY0399                          SUPERSEDED SURVEY CONTROL
 NY0399
 NY0399  NGVD 29 (??/??/92) 1243.353  (m)         4079.23   (f) ADJ UNCH    2 0
 NY0399
 NY0399.Superseded values are not recommended for survey control.
 NY0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0399.See file dsdata.txt to determine how the superseded data were derived.
 NY0399
 NY0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM139552(NAD 83)
 NY0399_MARKER: P = PIPE CAP
 NY0399_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NY0399_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NY0399_STAMPING: 4079
 NY0399_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NY0399
 NY0399  HISTORY     - Date     Condition        Report By
 NY0399  HISTORY     - UNK      MONUMENTED       USGS
 NY0399  HISTORY     - 1940     GOOD             NGS
 NY0399
 NY0399                          STATION DESCRIPTION
 NY0399
 NY0399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 NY0399'17.65 MI SE FROM KLAMATH FALLS.
 NY0399'LOCATED 17.65 MILES SOUTH-EAST OF THE CITY HALL IN KLAMATH FALLS,
 NY0399'KLAMATH CO. ORE. ALONG THE KLAMATH FALLS-CANBY CALIF. HWY., ABOUT 100
 NY0399'FEET WEST OF THE LOST RIVER BRIDGE AND ABOUT 100 FEET WEST OF O.S.H.D.
 NY0399'4066 1927 BENCH MARK.  HIGHWAY MILEAGE 302.3 ABOUT 10 FEET ABOVE HWY
 NY0399'ON HIGH BANK, AND ABOUT 2 FEET ABOVE THE GROUND.  AT THE NORTH R.O.W.
 NY0399'FENCE LINE.  WITNESS POST IS SET BY BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0208 ***********************************************************************
 QE0208  DESIGNATION -  408
 QE0208  PID         -  QE0208
 QE0208  STATE/COUNTY-  OR/LINN
 QE0208  USGS QUAD   -  WATERLOO (1988)
 QE0208
 QE0208                         *CURRENT SURVEY CONTROL
 QE0208  ___________________________________________________________________
 QE0208* NAD 83(1986)-  44 29 21.     (N)    122 49 56.     (W)     SCALED    
 QE0208* NAVD 88     -       125.915  (meters)     413.11   (feet)  ADJUSTED  
 QE0208  ___________________________________________________________________
 QE0208  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 QE0208  DYNAMIC HT  -         125.900 (meters)     413.06  (feet)  COMP
 QE0208  MODELED GRAV-     980,499.4   (mgal)                       NAVD 88
 QE0208
 QE0208  VERT ORDER  -  FIRST     CLASS II
 QE0208
 QE0208.The horizontal coordinates were scaled from a topographic map and have
 QE0208.an estimated accuracy of +/- 6 seconds.
 QE0208
 QE0208.The orthometric height was determined by differential leveling
 QE0208.and adjusted in June 1991.
 QE0208
 QE0208.The geoid height was determined by GEOID03.
 QE0208
 QE0208.The dynamic height is computed by dividing the NAVD 88
 QE0208.geopotential number by the normal gravity value computed on the
 QE0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0208.degrees latitude (g = 980.6199 gals.).
 QE0208
 QE0208.The modeled gravity was interpolated from observed gravity values.
 QE0208
 QE0208;                    North         East    Units  Estimated Accuracy
 QE0208;SPC OR N     -    94,080.    2,314,520.      MT  (+/- 180 meters Scaled)
 QE0208
 QE0208                          SUPERSEDED SURVEY CONTROL
 QE0208
 QE0208  NGVD 29 (??/??/92)  124.890  (m)          409.74   (f) ADJ UNCH    1 2
 QE0208
 QE0208.Superseded values are not recommended for survey control.
 QE0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0208.See file dsdata.txt to determine how the superseded data were derived.
 QE0208
 QE0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ133262(NAD 83)
 QE0208_MARKER: P = PIPE CAP
 QE0208_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QE0208_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QE0208_STAMPING: 408 ORE 1914
 QE0208_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0208
 QE0208  HISTORY     - Date     Condition        Report By
 QE0208  HISTORY     - 1914     MONUMENTED       USGS
 QE0208  HISTORY     - 1941     GOOD             NGS
 QE0208
 QE0208                          STATION DESCRIPTION
 QE0208
 QE0208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QE0208'5.2 MI SE FROM LEBANON.
 QE0208'5.2 MILES SOUTHEAST ALONG THE SOUTH SANTIAM HIGHWAY (U.S. 20) FROM THE
 QE0208'POST OFFICE AT LEBANON, LINN COUNTY, THENCE 0.2 MILE EAST ALONG THE
 QE0208'WATERLOO ROAD.  AT THE NORTHEAST CORNER OF THE CROSSROADS AT WATERLOO
 QE0208'CORNERS, 6 FEET SOUTHEAST OF A FENCE CORNER AND NEAR A WHITE WOODEN
 QE0208'WITNESS POST.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 QE0208'408 ORE 1914 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE ENCASED
 QE0208'IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0207 ***********************************************************************
 QE0207  DESIGNATION -  408 RM
 QE0207  PID         -  QE0207
 QE0207  STATE/COUNTY-  OR/LINN
 QE0207  USGS QUAD   -  WATERLOO (1988)
 QE0207
 QE0207                         *CURRENT SURVEY CONTROL
 QE0207  ___________________________________________________________________
 QE0207* NAD 83(1986)-  44 29 23.     (N)    122 50 11.     (W)     SCALED    
 QE0207* NAVD 88     -       125.480  (meters)     411.68   (feet)  ADJUSTED  
 QE0207  ___________________________________________________________________
 QE0207  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 QE0207  DYNAMIC HT  -         125.466 (meters)     411.63  (feet)  COMP
 QE0207  MODELED GRAV-     980,500.3   (mgal)                       NAVD 88
 QE0207
 QE0207  VERT ORDER  -  FIRST     CLASS II
 QE0207
 QE0207.The horizontal coordinates were scaled from a topographic map and have
 QE0207.an estimated accuracy of +/- 6 seconds.
 QE0207
 QE0207.The orthometric height was determined by differential leveling
 QE0207.and adjusted in June 1991.
 QE0207
 QE0207.The geoid height was determined by GEOID03.
 QE0207
 QE0207.The dynamic height is computed by dividing the NAVD 88
 QE0207.geopotential number by the normal gravity value computed on the
 QE0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0207.degrees latitude (g = 980.6199 gals.).
 QE0207
 QE0207.The modeled gravity was interpolated from observed gravity values.
 QE0207
 QE0207;                    North         East    Units  Estimated Accuracy
 QE0207;SPC OR N     -    94,150.    2,314,190.      MT  (+/- 180 meters Scaled)
 QE0207
 QE0207                          SUPERSEDED SURVEY CONTROL
 QE0207
 QE0207  NGVD 29 (??/??/92)  124.455  (m)          408.32   (f) ADJ UNCH    1 2
 QE0207
 QE0207.Superseded values are not recommended for survey control.
 QE0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0207.See file dsdata.txt to determine how the superseded data were derived.
 QE0207
 QE0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ130262(NAD 83)
 QE0207_MARKER: Q = CHISELED SQUARE
 QE0207_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QE0207_SP_SET: DRAINPIPE
 QE0207_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0207
 QE0207  HISTORY     - Date     Condition        Report By
 QE0207  HISTORY     - UNK      MONUMENTED       USGS
 QE0207  HISTORY     - 1945     POOR             NGS
 QE0207
 QE0207                          STATION DESCRIPTION
 QE0207
 QE0207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 QE0207'5.2 MI SE FROM LEBANON.
 QE0207'5.2 MILES SOUTHEAST ALONG THE SOUTH SANTIAM HIGHWAY (U.S. 20) FROM THE
 QE0207'POST OFFICE AT LEBANON, LINN COUNTY, AT THE EAST CORNER OF THE FORKS
 QE0207'OF A ROAD LEADING EAST TO WATERLOO, 24 FEET NORTH OF THE HIGHWAY, AND
 QE0207'ON THE SOUTHEAST END OF A CONCRETE DRAINPIPE.  A CHISELED SQUARE.
 QE0207'NOTE-- THIS MARK IS A CHISELED SQUARE ON THE END OF A CONCRETE CULVERT
 QE0207'PIPE WHICH SHOWS SIGNS OF DISTRUBANCE- USE WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0406 ***********************************************************************
 NY0406  DESIGNATION -  4085
 NY0406  PID         -  NY0406
 NY0406  STATE/COUNTY-  OR/KLAMATH
 NY0406  USGS QUAD   -  LOST RIVER (1986)
 NY0406
 NY0406                         *CURRENT SURVEY CONTROL
 NY0406  ___________________________________________________________________
 NY0406* NAD 83(1991)-  42 06 22.82733(N)    121 41 54.07953(W)     ADJUSTED  
 NY0406* NAVD 88     -      1246.288  (meters)    4088.86   (feet)  ADJUSTED  
 NY0406  ___________________________________________________________________
 NY0406  LAPLACE CORR-           4.16  (seconds)                    DEFLEC99
 NY0406  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 NY0406  DYNAMIC HT  -        1245.533 (meters)    4086.39  (feet)  COMP
 NY0406  MODELED GRAV-     979,972.6   (mgal)                       NAVD 88
 NY0406
 NY0406  HORZ ORDER  -  THIRD
 NY0406  VERT ORDER  -  SECOND    CLASS 0
 NY0406
 NY0406.The horizontal coordinates were established by classical geodetic methods
 NY0406.and adjusted by the National Geodetic Survey in October 1991.
 NY0406
 NY0406.The orthometric height was determined by differential leveling
 NY0406.and adjusted in June 1991.
 NY0406
 NY0406.The Laplace correction was computed from DEFLEC99 derived deflections.
 NY0406
 NY0406.The geoid height was determined by GEOID03.
 NY0406
 NY0406.The dynamic height is computed by dividing the NAVD 88
 NY0406.geopotential number by the normal gravity value computed on the
 NY0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0406.degrees latitude (g = 980.6199 gals.).
 NY0406
 NY0406.The modeled gravity was interpolated from observed gravity values.
 NY0406
 NY0406;                    North         East     Units Scale Factor Converg.
 NY0406;SPC OR S     -    49,551.351 1,400,877.770   MT  1.00006487   -0 49 11.5
 NY0406;SPC OR S     -   162,570.05  4,596,055.68   iFT  1.00006487   -0 49 11.5
 NY0406;SPC CA 1     -   807,979.433 2,024,953.310   MT  1.00014147   +0 11 50.1
 NY0406;SPC CA 1     - 2,650,845.86  6,643,534.32   sFT  1.00014147   +0 11 50.1
 NY0406;UTM  10      - 4,662,402.990   607,620.392   MT  0.99974251   +0 52 22.3
 NY0406
 NY0406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NY0406!SPC OR S     -   0.99980815  x   1.00006487  =   0.99987300
 NY0406!SPC CA 1     -   0.99980815  x   1.00014147  =   0.99994959
 NY0406!UTM  10      -   0.99980815  x   0.99974251  =   0.99955071
 NY0406
 NY0406|---------------------------------------------------------------------|
 NY0406| PID    Reference Object                     Distance      Geod. Az  |
 NY0406|                                                           dddmmss.s |
 NY0406| CD6835 4085 RM 2                             4.218 METERS 00316     |
 NY0406| CD6834 4085 RM 1                             4.825 METERS 17757     |
 NY0406| CD6833 4085 AZ MK                                         3580732.4 |
 NY0406|---------------------------------------------------------------------|
 NY0406
 NY0406                          SUPERSEDED SURVEY CONTROL
 NY0406
 NY0406  NAD 83(1986)-  42 06 22.82906(N)    121 41 54.08489(W) AD(       ) 3
 NY0406  NAD 27      -  42 06 23.29400(N)    121 41 50.09200(W) AD(       ) 3
 NY0406  NGVD 29 (??/??/92) 1245.214  (m)         4085.34   (f) ADJ UNCH    2 0
 NY0406
 NY0406.Superseded values are not recommended for survey control.
 NY0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0406.See file dsdata.txt to determine how the superseded data were derived.
 NY0406
 NY0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM0762062403(NAD 83)
 NY0406_MARKER: P = PIPE CAP
 NY0406_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NY0406_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NY0406_STAMPING: 4085 1905
 NY0406_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NY0406
 NY0406  HISTORY     - Date     Condition        Report By
 NY0406  HISTORY     - 1948     MONUMENTED       USGS
 NY0406  HISTORY     - 1940     GOOD             NGS
 NY0406  HISTORY     - 1961     SEE DESCRIPTION  CGS
 NY0406  HISTORY     - 1965     SEE DESCRIPTION  CGS
 NY0406  HISTORY     - 1965     GOOD             NGS
 NY0406
 NY0406                          STATION DESCRIPTION
 NY0406
 NY0406'DESCRIBED BY US GEOLOGICAL SURVEY 1948 (MTP)
 NY0406'THE STATION IS LOCATED ABOUT 5 MILES EAST ALONG STATE HIGHWAY 66
 NY0406'FROM THE CITY HALL AT KLAMATH FALLS, THEN TURN SOUTH ON STATE
 NY0406'HIGHWAY 39 FOR 6.5 MILES TO THE SOUTHERN PACIFIC RAILROAD
 NY0406'TRACKS.  THE STATION IS ABOUT 850 FEET NORTH OF THE TRACKS, ABOUT
 NY0406'750 FEET NORTH OF A TURN TO THE SOUTHEAST, ALONG THE EAST
 NY0406'RIGHT-OF-WAY FENCE LINE, AND MARKED BY A WHITE WOODEN POST WHICH
 NY0406'IS STENCILED USBM.  THE MARK IS A USGS CAP STAMPED 4805 1905,
 NY0406'AND RIVETED TO THE TOP OF A 3-1/2 INCH IRON PIPE WHICH PROJECTS
 NY0406'ABOUT 6 INCHES ABOVE THE GROUND.
 NY0406'
 NY0406'REFERENCE MARK NO. 1 IS SET IN THE TOP OF A 12X12 INCH CONCRETE
 NY0406'POST WHICH PROJECTS 5 INCHES ABOVE THE SURFACE OF THE GROUND.  IT
 NY0406'IS STAMPED BM 4085 USGS NO 1 1948.
 NY0406'
 NY0406'REFERENCE MARK NO. 2 IS SET IN THE TOP OF A CONCRETE POST WHICH
 NY0406'PROJECTS 5 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS STAMPED
 NY0406'BM 4085 USGS NO 2 1948.
 NY0406'
 NY0406'THE AZIMUTH MARK IS 0.5 MILE WEST OF THE STATION AT A
 NY0406'CROSSROADS.  THE MARK IS ON THE SOUTH SIDE OF THE HIGHWAY, ON THE
 NY0406'EAST SIDE OF A GRAVEL ROAD, 10 FEET FROM A FENCE CORNER, AND MARKED
 NY0406'BY A WHITE WITNESS POST.  IT IS STAMPED BM 4085 USGS 1948.
 NY0406'
 NY0406'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 66 AND
 NY0406'39 NEAR KLAMATH FALLS, GO SOUTH FOR 6.5 MILES ON STATE HIGHWAY 39
 NY0406'TO THE STATION SITE.
 NY0406
 NY0406                          STATION RECOVERY (1940)
 NY0406
 NY0406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 NY0406'11.5 MI SE FROM KLAMATH FALLS.
 NY0406'LOCATED 11.5 MILES SOUTH-EAST OF THE CITY HALL IN KLAMATH FALLS,
 NY0406'KLAMATH CO. ORE. ALONG THE KLAMATH FALLS-CANBY CALIF. HWY., ABOUT 750
 NY0406'FEET NORTH OF POINT WHERE HWY. ANGLES TO SOUTH-EAST.  ABOUT 850 FEET
 NY0406'NORTH OF THE SOUTHERN PACIFIC RAILROAD TRACKS.  HIGHWAY MILEAGE 296.2,
 NY0406'TOP OF CAP IS ABOUT 6 IN. ABOVE THE GROUND.  IN THE EAST R.O.W. FENCE
 NY0406'LINE.  WITNESS POST IS SET BY BENCH MARK.
 NY0406
 NY0406                          STATION RECOVERY (1961)
 NY0406
 NY0406'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (MLO)
 NY0406'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 NY0406'
 NY0406'RM NO.1 RECOVERED IN GOOD CONDITION AS DESCRIBED.
 NY0406'
 NY0406'RM NO. 2 RECOVERED IN GOOD CONDITION AS DESCRIBED.
 NY0406'
 NY0406'AZIMUTH MARK RECOVERED IN GOOD CONDITION AS DESCRIBED.
 NY0406
 NY0406                          STATION RECOVERY (1965)
 NY0406
 NY0406'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JJC)
 NY0406'THE STATION AND R.M.S 1 AND 2 WERE RECOVERED IN GOOD CONDITION AS
 NY0406'ORIGINALLY DESCRIBED.  THE MARKS NO LONGER PROJECT ABOVE THE
 NY0406'GROUND, BUT ARE NOW FLUSH WITH IT.
 NY0406
 NY0406                          STATION RECOVERY (1965)
 NY0406
 NY0406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 NY0406'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0354 ***********************************************************************
 NY0354  DESIGNATION -  4086.10
 NY0354  PID         -  NY0354
 NY0354  STATE/COUNTY-  OR/KLAMATH
 NY0354  USGS QUAD   -  ALTAMONT (1995)
 NY0354
 NY0354                         *CURRENT SURVEY CONTROL
 NY0354  ___________________________________________________________________
 NY0354* NAD 83(1986)-  42 10 06.     (N)    121 44 22.     (W)     SCALED    
 NY0354* NAVD 88     -      1246.647  (meters)    4090.04   (feet)  ADJUSTED  
 NY0354  ___________________________________________________________________
 NY0354  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 NY0354  DYNAMIC HT  -        1245.881 (meters)    4087.53  (feet)  COMP
 NY0354  MODELED GRAV-     979,964.6   (mgal)                       NAVD 88
 NY0354
 NY0354  VERT ORDER  -  FIRST     CLASS II
 NY0354
 NY0354.This mark is at Klamath Falls Intl Airport (LMT)
 NY0354
 NY0354.The horizontal coordinates were scaled from a topographic map and have
 NY0354.an estimated accuracy of +/- 6 seconds.
 NY0354
 NY0354.The orthometric height was determined by differential leveling
 NY0354.and adjusted in June 1991.
 NY0354
 NY0354.The geoid height was determined by GEOID03.
 NY0354
 NY0354.The dynamic height is computed by dividing the NAVD 88
 NY0354.geopotential number by the normal gravity value computed on the
 NY0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0354.degrees latitude (g = 980.6199 gals.).
 NY0354
 NY0354.The modeled gravity was interpolated from observed gravity values.
 NY0354
 NY0354;                    North         East    Units  Estimated Accuracy
 NY0354;SPC OR S     -    56,490.    1,397,580.      MT  (+/- 180 meters Scaled)
 NY0354
 NY0354                          SUPERSEDED SURVEY CONTROL
 NY0354
 NY0354  NGVD 29 (??/??/92) 1245.540  (m)         4086.41   (f) ADJ UNCH    1 2
 NY0354
 NY0354.Superseded values are not recommended for survey control.
 NY0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0354.See file dsdata.txt to determine how the superseded data were derived.
 NY0354
 NY0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM041692(NAD 83)
 NY0354_MARKER: DD = SURVEY DISK
 NY0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NY0354_STAMPING: ELEV. 4086.10
 NY0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0354+STABILITY: SURFACE MOTION
 NY0354
 NY0354  HISTORY     - Date     Condition        Report By
 NY0354  HISTORY     - UNK      MONUMENTED       DOD
 NY0354  HISTORY     - 1954     GOOD             NGS
 NY0354  HISTORY     - 1956     MARK NOT FOUND   NGS
 NY0354
 NY0354                          STATION DESCRIPTION
 NY0354
 NY0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NY0354'5.5 MI SE FROM KLAMATH FALLS.
 NY0354'2.7 MILES EAST ALONG SOUTH SIXTH STREET (OREGON STATE HIGHWAY 66) FROM
 NY0354'THE POST OFFICE AT KLAMATH FALLS, THENCE 2.5 MILES SOUTH ALONG SUMMERS
 NY0354'LANE, AT THE KLAMATH FALLS MUNICIPAL AIRPORT, 0.4 MILE EAST OF THE
 NY0354'CONTROL TOWER, BETWEEN THE PAINTED DOUBLE CENTER LINES AT THE CENTER
 NY0354'OF THE INTERSECTION OF THE NORTHWEST-SOUTHEAST RUNWAY 14-32 AND THE
 NY0354'NORTHEAST-SOUTHWEST RUNWAY 18-36 AND TAXIWAY LEADING WEST TO THE
 NY0354'CONTROL TOWER, FLUSH WITH THE ASPHALT PAVEMENT, AND SET IN THE TOP OF
 NY0354'A CONCRETE POST.
 NY0354
 NY0354                          STATION RECOVERY (1956)
 NY0354
 NY0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 NY0354'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0353 ***********************************************************************
 NY0353  DESIGNATION -  4086.50
 NY0353  PID         -  NY0353
 NY0353  STATE/COUNTY-  OR/KLAMATH
 NY0353  USGS QUAD   -  ALTAMONT (1995)
 NY0353
 NY0353                         *CURRENT SURVEY CONTROL
 NY0353  ___________________________________________________________________
 NY0353* NAD 83(1986)-  42 10 06.     (N)    121 44 21.     (W)     SCALED    
 NY0353* NAVD 88     -      1246.777  (meters)    4090.47   (feet)  ADJUSTED  
 NY0353  ___________________________________________________________________
 NY0353  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 NY0353  DYNAMIC HT  -        1246.011 (meters)    4087.95  (feet)  COMP
 NY0353  MODELED GRAV-     979,964.6   (mgal)                       NAVD 88
 NY0353
 NY0353  VERT ORDER  -  FIRST     CLASS II
 NY0353
 NY0353.This mark is at Klamath Falls Intl Airport (LMT)
 NY0353
 NY0353.The horizontal coordinates were scaled from a topographic map and have
 NY0353.an estimated accuracy of +/- 6 seconds.
 NY0353
 NY0353.The orthometric height was determined by differential leveling
 NY0353.and adjusted in June 1991.
 NY0353
 NY0353.The geoid height was determined by GEOID03.
 NY0353
 NY0353.The dynamic height is computed by dividing the NAVD 88
 NY0353.geopotential number by the normal gravity value computed on the
 NY0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0353.degrees latitude (g = 980.6199 gals.).
 NY0353
 NY0353.The modeled gravity was interpolated from observed gravity values.
 NY0353
 NY0353;                    North         East    Units  Estimated Accuracy
 NY0353;SPC OR S     -    56,490.    1,397,600.      MT  (+/- 180 meters Scaled)
 NY0353
 NY0353                          SUPERSEDED SURVEY CONTROL
 NY0353
 NY0353  NGVD 29 (??/??/92) 1245.670  (m)         4086.84   (f) ADJ UNCH    1 2
 NY0353
 NY0353.Superseded values are not recommended for survey control.
 NY0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0353.See file dsdata.txt to determine how the superseded data were derived.
 NY0353
 NY0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM041692(NAD 83)
 NY0353_MARKER: DD = SURVEY DISK
 NY0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NY0353_STAMPING: ELEV. 4086.50
 NY0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0353+STABILITY: SURFACE MOTION
 NY0353
 NY0353  HISTORY     - Date     Condition        Report By
 NY0353  HISTORY     - UNK      MONUMENTED       DOD
 NY0353  HISTORY     - 1954     GOOD             NGS
 NY0353  HISTORY     - 1956     MARK NOT FOUND   NGS
 NY0353
 NY0353                          STATION DESCRIPTION
 NY0353
 NY0353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NY0353'5.2 MI SE FROM KLAMATH FALLS.
 NY0353'2.7 MILES EAST ALONG SOUTH SIXTH STREET (OREGON STATE HIGHWAY 66) FROM
 NY0353'THE POST OFFICE AT KLAMATH FALLS, THENCE 2.5 MILES SOUTH ALONG SUMMERS
 NY0353'LANE, AT THE KLAMATH FALLS MUNICIPAL AIRPORT, 0.5 MILE NORTHEAST OF
 NY0353'THE CONTROL TOWER, 0.1 MILE WEST OF THE OLD HANGAR BUILDING, ON THE
 NY0353'NORTHWEST-SOUTHEAST RUNWAY 14-32, ABOUT 100 YARDS SOUTHEAST OF THE
 NY0353'NORTHWEST END OF THE RUNWAY, BETWEEN THE WHITE PAINTED DOUBLE CENTER
 NY0353'LINE STRIPES OF THE RUNWAY, 9 FEET SOUTH OF THE YELLOW PAINTED CENTER
 NY0353'LINE STRIPE OF THE TAXIWAY LEADING EAST, AND SET IN THE TOP OF A
 NY0353'CONCRETE POST FLUSH WITH THE ASPHALT PAVEMENT.
 NY0353
 NY0353                          STATION RECOVERY (1956)
 NY0353
 NY0353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 NY0353'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1759 ***********************************************************************
 QD1759  DESIGNATION -  4093=CLARNO
 QD1759  PID         -  QD1759
 QD1759  STATE/COUNTY-  OR/WHEELER
 QD1759  USGS QUAD   -  PORCUPINE BUTTE (1988)
 QD1759
 QD1759                         *CURRENT SURVEY CONTROL
 QD1759  ___________________________________________________________________
 QD1759* NAD 83(1991)-  44 58 49.01937(N)    120 22 28.29306(W)     ADJUSTED  
 QD1759* NAVD 88     -      1247.0    (meters)    4091.     (feet)  VERTCON   
 QD1759  ___________________________________________________________________
 QD1759  LAPLACE CORR-           3.15  (seconds)                    DEFLEC99
 QD1759  GEOID HEIGHT-         -20.33  (meters)                     GEOID03
 QD1759  HORZ ORDER  -  FIRST
 QD1759
 QD1759.The horizontal coordinates were established by classical geodetic methods
 QD1759.and adjusted by the National Geodetic Survey in October 1991.
 QD1759
 QD1759.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1759.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1759
 QD1759.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1759
 QD1759.The geoid height was determined by GEOID03.
 QD1759
 QD1759;                    North         East     Units Scale Factor Converg.
 QD1759;SPC OR N     -   145,978.363 2,509,895.638   MT  0.99989997   +0 05 20.3
 QD1759;SPC OR N     -   478,931.64  8,234,565.74   iFT  0.99989997   +0 05 20.3
 QD1759;UTM  10      - 4,984,113.711   706,998.629   MT  1.00012691   +1 51 23.4
 QD1759
 QD1759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1759!SPC OR N     -   0.99980771  x   0.99989997  =   0.99970770
 QD1759!UTM  10      -   0.99980771  x   1.00012691  =   0.99993459
 QD1759
 QD1759|---------------------------------------------------------------------|
 QD1759| PID    Reference Object                     Distance      Geod. Az  |
 QD1759|                                                           dddmmss.s |
 QD1759| CD6236 CLARNO RM 1                          15.740 METERS 05032     |
 QD1759| CD6237 CLARNO RM 2                          20.322 METERS 14931     |
 QD1759| CD7105 CLARNO AZ MK                                       2232217.4 |
 QD1759|---------------------------------------------------------------------|
 QD1759
 QD1759                          SUPERSEDED SURVEY CONTROL
 QD1759
 QD1759  NAD 83(1986)-  44 58 49.02875(N)    120 22 28.28974(W) AD(       ) 1
 QD1759  NAD 27      -  44 58 49.56200(N)    120 22 24.18000(W) AD(       ) 1
 QD1759  NGVD 29 (07/19/86) 1245.9    (m)         4088.     (f) VERT ANG    3  
 QD1759
 QD1759.Superseded values are not recommended for survey control.
 QD1759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1759.See file dsdata.txt to determine how the superseded data were derived.
 QD1759
 QD1759_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGQ0699984114(NAD 83)
 QD1759_MARKER: Z = SEE DESCRIPTION
 QD1759_SETTING: 0 = UNSPECIFIED SETTING
 QD1759
 QD1759  HISTORY     - Date     Condition        Report By
 QD1759  HISTORY     - 1946     MONUMENTED       CGS
 QD1759
 QD1759                          STATION DESCRIPTION
 QD1759
 QD1759'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 QD1759'THE STATION IS LOCATED ABOUT 8 MILES WEST OF FOSSIL AND ABOUT 6.5
 QD1759'MILES NORTHEAST OF THE JOHN DAY RIVER AT CLARNO.  IT IS IN THE
 QD1759'CENTER OF A SMALL MOUND ABOUT 200 FEET NORTH OF A LONE JUNIPER TREE
 QD1759'AND ON THE HIGHEST POINT ON THE RIDGE.  IT IS A STANDARD USGS
 QD1759'TRIANGULATION DISC RIVETED ON THE TOP OF A 4-INCH IRON PIPE WHICH
 QD1759'PROJECTS 1.2 FEET.  IT IS STAMPED VABM 4093 FEET.
 QD1759'
 QD1759'REFERENCE MARK NO 1 IS NORTHEAST OF THE STATION ON ANOTHER SMALL
 QD1759'MOUND.  IT IS A STANDARD USC AND GS DISC WELDED ON TOP OF A 2-INCH
 QD1759'PIPE WHICH PROJECTS 8 INCHES.  IT IS STAMPED CLARNO NO 1 USGS 1946.
 QD1759'
 QD1759'REFERENCE MARK NO 2 IS SOUTHEAST OF THE STATION ON ANOTHER SMALL
 QD1759'MOUND.  IT IS A STANDARD USC AND GS REFERENCE MARK DISC WELDED ON
 QD1759'TOP OF A 2-INCH IRON PIPE WHICH PROJECTS 8 INCHES.  IT IS STAMPED
 QD1759'CLARNO NO 2 USGS 1946.
 QD1759'
 QD1759'THE AZIMUTH MARK IS 0.4 MILE SOUTHWEST OF THE STATION ON A LOW
 QD1759'ROCKY RIDGE.  IT IS 85 PACES SOUTH OF A DIM TRACK ROAD.  STAMPED
 QD1759'CLARNO USGS 1946, AND PROJECTS 10 INCHES.  IT IS A USC AND GS DISC
 QD1759'WELDED ON TOP OF A 2-INCH IRON PIPE
 QD1759'
 QD1759'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 218 AND 19
 QD1759'IN FOSSIL, GO NORTH ON HIGHWAY 19 FOR 0.7 MILE TO A SIDE ROAD
 QD1759'LEFT.  TURN LEFT AND FOLLOW GRADED ROAD FOR 2.4 MILES TO A FARM
 QD1759'HOUSE ON THE RIGHT, THENCE CONTINUE FOR 0.15 MILE TO A SIDE ROAD
 QD1759'LEFT THROUGH A BOARD GATE.  TURN LEFT, PASS THROUGH GATE AND
 QD1759'FOLLOW GRADED ROAD FOR 3.75 MILES TO THE RANCH HOME OF MR. GEORGE
 QD1759'DUNN.  CONTINUE UP THE CANYON, KEEPING ON EAST SIDE OF
 QD1759'FENCE, AND FOLLOW OLD ROAD ALONG THE EDGE OF THE FIELD FOR 0.65
 QD1759'MILE TO A BOARD GATE.  PASS THROUGH GATE AND CONTINUE 0.35
 QD1759'MILE TO A POLE GATE.  GO THROUGH GATE AND CONTINUE FOR 0.4
 QD1759'MILE TO A FORK.  TAKE RIGHT FORK AND GO UP CANYON FOR 2.05 MILES
 QD1759'TO A DIM FORK.  TAKE RIGHT FORK FOR 0.05 MILE TO ANOTHER FORK.
 QD1759'HERE TAKE LEFT FORK AND GO 0.1 MILE TO THE TOP OF THE HILL AND
 QD1759'THE STATION AS DESCRIBED.
 QD1759'
 QD1759'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTHWEST, KEEPING
 QD1759'TO LEFT OF A LONE JUNIPER TREE, TO A DIM TRACK ROAD AND THEN RIGHT
 QD1759'ON TRACK ROAD FOR A TOTAL DISTANCE OF 0.4 MILE.  FROM HERE THE MARK
 QD1759'IS 85 PACES SOUTH ON THE TOP OF A LOW RIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0177 ***********************************************************************
 PA0177  DESIGNATION -  4094
 PA0177  PID         -  PA0177
 PA0177  STATE/COUNTY-  OR/HARNEY
 PA0177  USGS QUAD   -  THE NARROWS (1990)
 PA0177
 PA0177                         *CURRENT SURVEY CONTROL
 PA0177  ___________________________________________________________________
 PA0177* NAD 83(1986)-  43 16 46.     (N)    118 58 11.     (W)     SCALED    
 PA0177* NAVD 88     -      1248.870  (meters)    4097.33   (feet)  ADJUSTED  
 PA0177  ___________________________________________________________________
 PA0177  GEOID HEIGHT-         -19.34  (meters)                     GEOID03
 PA0177  DYNAMIC HT  -        1248.236 (meters)    4095.25  (feet)  COMP
 PA0177  MODELED GRAV-     980,068.8   (mgal)                       NAVD 88
 PA0177
 PA0177  VERT ORDER  -  SECOND    CLASS 0
 PA0177
 PA0177.The horizontal coordinates were scaled from a topographic map and have
 PA0177.an estimated accuracy of +/- 6 seconds.
 PA0177
 PA0177.The orthometric height was determined by differential leveling
 PA0177.and adjusted in June 1991.
 PA0177
 PA0177.The geoid height was determined by GEOID03.
 PA0177
 PA0177.The dynamic height is computed by dividing the NAVD 88
 PA0177.geopotential number by the normal gravity value computed on the
 PA0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0177.degrees latitude (g = 980.6199 gals.).
 PA0177
 PA0177.The modeled gravity was interpolated from observed gravity values.
 PA0177
 PA0177;                    North         East    Units  Estimated Accuracy
 PA0177;SPC OR S     -   180,290.    1,624,190.      MT  (+/- 180 meters Scaled)
 PA0177
 PA0177                          SUPERSEDED SURVEY CONTROL
 PA0177
 PA0177  NGVD 29 (??/??/92) 1247.698  (m)         4093.49   (f) ADJ UNCH    2 0
 PA0177
 PA0177.Superseded values are not recommended for survey control.
 PA0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0177.See file dsdata.txt to determine how the superseded data were derived.
 PA0177
 PA0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH401937(NAD 83)
 PA0177_MARKER: DD = SURVEY DISK
 PA0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PA0177_STAMPING: 4093 89 T26S S26 MC S35 R31E 1931
 PA0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0177+STABILITY: SURFACE MOTION
 PA0177
 PA0177  HISTORY     - Date     Condition        Report By
 PA0177  HISTORY     - 1931     MONUMENTED       USDA
 PA0177  HISTORY     - 1934     GOOD             NGS
 PA0177
 PA0177                          STATION DESCRIPTION
 PA0177
 PA0177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PA0177'0.3 MI N FROM NARROWS.
 PA0177'0.3 MILES NORTH OF POST OFFICE AT NARROWS.  115 FEET NORTHWEST OF
 PA0177'NARROWS BRIDGE.  22 FEET NORTH OF BURNS-FRENCHGLEN ROAD.  BRONZE DISK
 PA0177'SET IN SMALL CONCRETE POST.  U.S. BIOLOGICAL SURVEY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0837 ***********************************************************************
 RB0837  DESIGNATION -  41
 RB0837  PID         -  RB0837
 RB0837  STATE/COUNTY-  OR/MORROW
 RB0837  USGS QUAD   -  CHAPIN CREEK (1995)
 RB0837
 RB0837                         *CURRENT SURVEY CONTROL
 RB0837  ___________________________________________________________________
 RB0837* NAD 83(1986)-  45 02 43.     (N)    119 39 59.     (W)     SCALED    
 RB0837* NAVD 88     -      1229.80   (+/-2cm)    4034.8    (feet)  VERTCON   
 RB0837  ___________________________________________________________________
 RB0837  GEOID HEIGHT-         -19.55  (meters)                     GEOID03
 RB0837  VERT ORDER  -  ? (See Below)
 RB0837
 RB0837.The horizontal coordinates were scaled from a topographic map and have
 RB0837.an estimated accuracy of +/- 6 seconds.
 RB0837
 RB0837.The NAVD 88 height was computed by applying the VERTCON shift value to
 RB0837.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RB0837.The vertical order pertains to the NGVD 29 superseded value.
 RB0837
 RB0837.The geoid height was determined by GEOID03.
 RB0837
 RB0837;                    North         East    Units  Estimated Accuracy
 RB0837;SPC OR N     -   153,530.    2,565,670.      MT  (+/- 180 meters Scaled)
 RB0837
 RB0837                          SUPERSEDED SURVEY CONTROL
 RB0837
 RB0837  NGVD 29 (??/??/92) 1228.604  (m)         4030.84   (f) ADJ UNCH    ?  
 RB0837
 RB0837.Superseded values are not recommended for survey control.
 RB0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0837.See file dsdata.txt to determine how the superseded data were derived.
 RB0837
 RB0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKK900914(NAD 83)
 RB0837_MARKER: DD = SURVEY DISK
 RB0837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0837_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0837_STAMPING: 4031 32A 41 1928
 RB0837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0837+STABILITY: SURFACE MOTION
 RB0837
 RB0837  HISTORY     - Date     Condition        Report By
 RB0837  HISTORY     - 1928     MONUMENTED       BPR
 RB0837  HISTORY     - 1962     GOOD             NGS
 RB0837
 RB0837                          STATION DESCRIPTION
 RB0837
 RB0837'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RB0837'11.5 MI S FROM HARDMAN.
 RB0837'REACHED FROM THE POST OFFICE AT HARDMAN GO SOUTH ON STATE HIGHWAY 207
 RB0837'FOR 11.5 MILES TO A CROSS ROAD AT A CURVE IN THE HIGHWAY, ABOUT 100
 RB0837'FEET EAST OF THE CENTER LINE OF THE HIGHWAY AND 3 FEET LOWER, 180 FEET
 RB0837'EAST NORTHEAST OF THE CENTER OF THE CROSS ROAD AND THE CENTER LINE OF
 RB0837'THE HIGHWAY, AND 3 FEET EAST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0186 ***********************************************************************
 QE0186  DESIGNATION -  41
 QE0186  PID         -  QE0186
 QE0186  STATE/COUNTY-  OR/LINN
 QE0186  USGS QUAD   -  HARTER MOUNTAIN (1984)
 QE0186
 QE0186                         *CURRENT SURVEY CONTROL
 QE0186  ___________________________________________________________________
 QE0186* NAD 83(1986)-  44 23 18.     (N)    122 11 42.     (W)     SCALED    
 QE0186* NAVD 88     -      1040.515  (meters)    3413.76   (feet)  POSTED    
 QE0186  ___________________________________________________________________
 QE0186  GEOID HEIGHT-         -21.98  (meters)                     GEOID03
 QE0186  DYNAMIC HT  -        1040.160 (meters)    3412.59  (feet)  COMP
 QE0186  MODELED GRAV-     980,240.6   (mgal)                       NAVD 88
 QE0186
 QE0186  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 QE0186
 QE0186.The horizontal coordinates were scaled from a topographic map and have
 QE0186.an estimated accuracy of +/- 6 seconds.
 QE0186
 QE0186.The orthometric height was determined by differential leveling
 QE0186.and adjusted by the  in 1992.
 QE0186.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 QE0186.rate of 1.1 thru 2.0 mm/km.
 QE0186
 QE0186.The geoid height was determined by GEOID03.
 QE0186
 QE0186.The dynamic height is computed by dividing the NAVD 88
 QE0186.geopotential number by the normal gravity value computed on the
 QE0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0186.degrees latitude (g = 980.6199 gals.).
 QE0186
 QE0186.The modeled gravity was interpolated from observed gravity values.
 QE0186
 QE0186;                    North         East    Units  Estimated Accuracy
 QE0186;SPC OR N     -    81,610.    2,364,950.      MT  (+/- 180 meters Scaled)
 QE0186
 QE0186                          SUPERSEDED SURVEY CONTROL
 QE0186
 QE0186  NGVD 29 (??/??/92) 1039.346  (m)         3409.92   (f) ADJ UNCH    1 2
 QE0186
 QE0186.Superseded values are not recommended for survey control.
 QE0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0186.See file dsdata.txt to determine how the superseded data were derived.
 QE0186
 QE0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ641153(NAD 83)
 QE0186_MARKER: DD = SURVEY DISK
 QE0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0186_STAMPING: 41
 QE0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0186+STABILITY: SURFACE MOTION
 QE0186
 QE0186  HISTORY     - Date     Condition        Report By
 QE0186  HISTORY     - UNK      MONUMENTED       BPR
 QE0186  HISTORY     - 1955     MARK NOT FOUND   USGS
 QE0186
 QE0186                          STATION DESCRIPTION
 QE0186
 QE0186'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 QE0186'13.4 MI W FROM SANTIAM JUNCTION.
 QE0186'13.4 MILES WEST ALONG THE SOUTH SANTIAM HIGHWAY (U.S. 20) FROM THE
 QE0186'SOUTHWEST JUNCTION OF THE NORTH SANTIAM HIGHWAY (OREG. 222) AT SANTIAM
 QE0186'JUNCTION, LINN COUNTY, OPPOSITE A ROCK CUT, 25 FEET SOUTH OF THE
 QE0186'HIGHWAY, ON A SMALL KNOLL, AND NEAR A WHITE WOODEN WITNESS POST. A
 QE0186'UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK, STAMPED 41 AND SET
 QE0186'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0108 ***********************************************************************
 PB0108  DESIGNATION -  41
 PB0108  PID         -  PB0108
 PB0108  STATE/COUNTY-  OR/DESCHUTES
 PB0108  USGS QUAD   -  IMPERIAL VALLEY SOUT (1983)
 PB0108
 PB0108                         *CURRENT SURVEY CONTROL
 PB0108  ___________________________________________________________________
 PB0108* NAD 83(1986)-  43 44 52.     (N)    120 24 18.     (W)     SCALED    
 PB0108* NAVD 88     -      1355.520  (meters)    4447.24   (feet)  ADJUSTED  
 PB0108  ___________________________________________________________________
 PB0108  GEOID HEIGHT-         -19.83  (meters)                     GEOID03
 PB0108  DYNAMIC HT  -        1354.851 (meters)    4445.04  (feet)  COMP
 PB0108  MODELED GRAV-     980,078.1   (mgal)                       NAVD 88
 PB0108
 PB0108  VERT ORDER  -  FIRST     CLASS II
 PB0108
 PB0108.The horizontal coordinates were scaled from a topographic map and have
 PB0108.an estimated accuracy of +/- 6 seconds.
 PB0108
 PB0108.The orthometric height was determined by differential leveling
 PB0108.and adjusted in June 1991.
 PB0108
 PB0108.The geoid height was determined by GEOID03.
 PB0108
 PB0108.The dynamic height is computed by dividing the NAVD 88
 PB0108.geopotential number by the normal gravity value computed on the
 PB0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0108.degrees latitude (g = 980.6199 gals.).
 PB0108
 PB0108.The modeled gravity was interpolated from observed gravity values.
 PB0108
 PB0108;                    North         East    Units  Estimated Accuracy
 PB0108;SPC OR S     -   231,180.    1,507,650.      MT  (+/- 180 meters Scaled)
 PB0108
 PB0108                          SUPERSEDED SURVEY CONTROL
 PB0108
 PB0108  NGVD 29 (??/??/92) 1354.289  (m)         4443.20   (f) ADJ UNCH    1 2
 PB0108
 PB0108.Superseded values are not recommended for survey control.
 PB0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0108.See file dsdata.txt to determine how the superseded data were derived.
 PB0108
 PB0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGP089471(NAD 83)
 PB0108_MARKER: DD = SURVEY DISK
 PB0108_SETTING: 66 = SET IN ROCK OUTCROP
 PB0108_SP_SET: ROCK OUTCROP
 PB0108_STAMPING: 4443 41 1927
 PB0108_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PB0108+STABILITY: POSITION/ELEVATION WELL
 PB0108
 PB0108  HISTORY     - Date     Condition        Report By
 PB0108  HISTORY     - 1927     MONUMENTED       ORDT
 PB0108  HISTORY     - 1943     GOOD             NGS
 PB0108
 PB0108                          STATION DESCRIPTION
 PB0108
 PB0108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PB0108'9.8 MI NW FROM HAMPTON.
 PB0108'ABOUT 9.8 MILES NORTHWEST ALONG THE CENTRAL OREGON HIGHWAY (U.S. 20)
 PB0108'FROM THE SERVICE STATION AT HAMPTON, DESCHUTES COUNTY, ABOUT 350 FEET
 PB0108'NORTHWEST OF THE INTERSECTION OF THE OLD BEND-BURNS ROAD, AT HIGHWAY
 PB0108'SURVEY STATION 2813 + 00, 37 FEET NORTHEAST OF THE CENTER LINE OF THE
 PB0108'HIGHWAY, 20 FEET SOUTHWEST OF BENCH MARK D 284, DESCRIBED BELOW, IN
 PB0108'THE TOP OF A LARGE ROCK OUTCROP, AND 2 FEET SOUTH OF A WHITE WOODEN
 PB0108'WITNESS POST.  AN OREGON STATE HIGHWAY DEPARTMENT STANDARD DISK,
 PB0108'STAMPED 4443 41 1927.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3266 ***********************************************************************
 RD3266  DESIGNATION -  41
 RD3266  PID         -  RD3266
 RD3266  STATE/COUNTY-  OR/MULTNOMAH
 RD3266  USGS QUAD   -  PORTLAND (1990)
 RD3266
 RD3266                         *CURRENT SURVEY CONTROL
 RD3266  ___________________________________________________________________
 RD3266* NAD 83(1991)-  45 33 39.73203(N)    122 43 12.61342(W)     ADJUSTED  
 RD3266* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 RD3266  ___________________________________________________________________
 RD3266  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 RD3266  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 RD3266  HORZ ORDER  -  THIRD
 RD3266
 RD3266.The horizontal coordinates were established by classical geodetic methods
 RD3266.and adjusted by the National Geodetic Survey in October 1991.
 RD3266
 RD3266.The orthometric height was scaled from a topographic map.
 RD3266
 RD3266.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3266
 RD3266.The geoid height was determined by GEOID03.
 RD3266
 RD3266;                    North         East     Units Scale Factor Converg.
 RD3266;SPC OR N     -   212,888.834 2,326,699.396   MT  0.99991800   -1 34 28.2
 RD3266;SPC OR N     -   698,454.18  7,633,528.20   iFT  0.99991800   -1 34 28.2
 RD3266;SPC WA S     -    27,749.360   326,673.635   MT  1.00007282   -1 36 45.8
 RD3266;SPC WA S     -    91,041.03  1,071,761.75   sFT  1.00007282   -1 36 45.8
 RD3266;UTM  10      - 5,045,315.615   521,838.556   MT  0.99960586   +0 11 59.3
 RD3266
 RD3266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3266!SPC OR N     -   1.00000342  x   0.99991800  =   0.99992142
 RD3266!SPC WA S     -   1.00000342  x   1.00007282  =   1.00007624
 RD3266!UTM  10      -   1.00000342  x   0.99960586  =   0.99960927
 RD3266
 RD3266:                Primary Azimuth Mark                     Grid Az
 RD3266:SPC OR N     -  43                                       118 17 00.9
 RD3266:SPC WA S     -  43                                       118 19 18.5
 RD3266:UTM  10      -  43                                       116 30 33.4
 RD3266
 RD3266|---------------------------------------------------------------------|
 RD3266| PID    Reference Object                     Distance      Geod. Az  |
 RD3266|                                                           dddmmss.s |
 RD3266| RD3265 43                                  APPROX. 0.7 KM 1164232.7 |
 RD3266|---------------------------------------------------------------------|
 RD3266
 RD3266                          SUPERSEDED SURVEY CONTROL
 RD3266
 RD3266  NAD 83(1986)-  45 33 39.75121(N)    122 43 12.61712(W) AD(       ) 3
 RD3266  NAD 27      -  45 33 40.32900(N)    122 43 08.26300(W) AD(       ) 3
 RD3266
 RD3266.Superseded values are not recommended for survey control.
 RD3266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3266.See file dsdata.txt to determine how the superseded data were derived.
 RD3266
 RD3266_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER2183945316(NAD 83)
 RD3266
 RD3266  HISTORY     - Date     Condition        Report By
 RD3266  HISTORY     - 1899     MONUMENTED       USE
 RD3266  HISTORY     - 1959     SEE DESCRIPTION  CGS
 RD3266
 RD3266                          STATION DESCRIPTION
 RD3266
 RD3266'DESCRIBED BY US ENGINEERS 1899
 RD3266'THE STATION IS MARKED BY A PIPE.
 RD3266
 RD3266                          STATION RECOVERY (1959)
 RD3266
 RD3266'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (ANS)
 RD3266'THE GEOGRAPHIC POSITION OF THIS STATION WAS PLOTTED ON A 1947
 RD3266'PLANIMETRIC MAP, PORTLAND NO. 16.  THE POSITION THUS PLOTTED
 RD3266'PLACES THE STATION ABOUT 50 METERS OF THE WEST SIDE OF THE PRESENT
 RD3266'CONFIGURATION OF SWAN ISLAND, IN AN AREA THAT WAS DREDGED OUT
 RD3266'DURING CONSTRUCTION OF THE SWAN ISLAND SHIPYARD.
 RD3266'
 RD3266'STATION IS DESTROYED.
 RD3266'
 RD3266'THE COORDINATES OF THIS STATION ARE LISTED UNDER THE NAME 41
 RD3266'(U.S.E.), 1899.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC0157 ***********************************************************************
 SC0157  DESIGNATION -  41 A
 SC0157  PID         -  SC0157
 SC0157  STATE/COUNTY-  OR/COLUMBIA
 SC0157  USGS QUAD   -  RAINIER (1990)
 SC0157
 SC0157                         *CURRENT SURVEY CONTROL
 SC0157  ___________________________________________________________________
 SC0157* NAD 83(1986)-  46 05 28.     (N)    122 56 40.     (W)     SCALED    
 SC0157* NAVD 88     -        17.486  (meters)      57.37   (feet)  ADJUSTED  
 SC0157  ___________________________________________________________________
 SC0157  GEOID HEIGHT-         -21.56  (meters)                     GEOID03
 SC0157  DYNAMIC HT  -          17.487 (meters)      57.37  (feet)  COMP
 SC0157  MODELED GRAV-     980,678.4   (mgal)                       NAVD 88
 SC0157
 SC0157  VERT ORDER  -  FIRST     CLASS II
 SC0157
 SC0157.The horizontal coordinates were scaled from a topographic map and have
 SC0157.an estimated accuracy of +/- 6 seconds.
 SC0157
 SC0157.The orthometric height was determined by differential leveling
 SC0157.and adjusted in June 1991.
 SC0157
 SC0157.The geoid height was determined by GEOID03.
 SC0157
 SC0157.The dynamic height is computed by dividing the NAVD 88
 SC0157.geopotential number by the normal gravity value computed on the
 SC0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0157.degrees latitude (g = 980.6199 gals.).
 SC0157
 SC0157.The modeled gravity was interpolated from observed gravity values.
 SC0157
 SC0157;                    North         East    Units  Estimated Accuracy
 SC0157;SPC OR N     -   272,280.    2,310,980.      MT  (+/- 180 meters Scaled)
 SC0157
 SC0157                          SUPERSEDED SURVEY CONTROL
 SC0157
 SC0157  NGVD 29 (??/??/92)   16.495  (m)           54.12   (f) ADJ UNCH    1 2
 SC0157
 SC0157.Superseded values are not recommended for survey control.
 SC0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0157.See file dsdata.txt to determine how the superseded data were derived.
 SC0157
 SC0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES042041(NAD 83)
 SC0157_MARKER: DD = SURVEY DISK
 SC0157_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SC0157_SP_SET: PARAPET
 SC0157_STAMPING: 54 41 A 1934
 SC0157_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC0157
 SC0157  HISTORY     - Date     Condition        Report By
 SC0157  HISTORY     - 1934     MONUMENTED       ORGS
 SC0157  HISTORY     - 1962     MARK NOT FOUND   NGS
 SC0157  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 SC0157  HISTORY     - 20040511 MARK NOT FOUND   USPSQD
 SC0157
 SC0157                          STATION DESCRIPTION
 SC0157
 SC0157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SC0157'IN RAINIER.
 SC0157'WAS 0.4 MILES WEST ALONG U.S. HIGHWAY 30 FROM THE RAINIER CITY HALL,
 SC0157'AT A CONCRETE OVERPASS, IN TOP OF THE NORTHEAST PARAPET, AND 18 FEET
 SC0157'NORTH OF THE CENTER LINE OF THE HIGHWAY.
 SC0157
 SC0157                          STATION RECOVERY (1989)
 SC0157
 SC0157'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 SC0157'MARK NOT FOUND.
 SC0157
 SC0157                          STATION RECOVERY (2004)
 SC0157
 SC0157'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 SC0157'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC0188 ***********************************************************************
 SC0188  DESIGNATION -  41 B
 SC0188  PID         -  SC0188
 SC0188  STATE/COUNTY-  OR/COLUMBIA
 SC0188  USGS QUAD   -  RAINIER (1990)
 SC0188
 SC0188                         *CURRENT SURVEY CONTROL
 SC0188  ___________________________________________________________________
 SC0188* NAD 83(1986)-  46 05 33.     (N)    122 57 10.     (W)     SCALED    
 SC0188* NAVD 88     -        39.297  (meters)     128.93   (feet)  ADJUSTED  
 SC0188  ___________________________________________________________________
 SC0188  GEOID HEIGHT-         -21.54  (meters)                     GEOID03
 SC0188  DYNAMIC HT  -          39.299 (meters)     128.93  (feet)  COMP
 SC0188  MODELED GRAV-     980,675.3   (mgal)                       NAVD 88
 SC0188
 SC0188  VERT ORDER  -  FIRST     CLASS II
 SC0188
 SC0188.The horizontal coordinates were scaled from a topographic map and have
 SC0188.an estimated accuracy of +/- 6 seconds.
 SC0188
 SC0188.The orthometric height was determined by differential leveling
 SC0188.and adjusted in June 1991.
 SC0188
 SC0188.The geoid height was determined by GEOID03.
 SC0188
 SC0188.The dynamic height is computed by dividing the NAVD 88
 SC0188.geopotential number by the normal gravity value computed on the
 SC0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0188.degrees latitude (g = 980.6199 gals.).
 SC0188
 SC0188.The modeled gravity was interpolated from observed gravity values.
 SC0188
 SC0188;                    North         East    Units  Estimated Accuracy
 SC0188;SPC OR N     -   272,460.    2,310,340.      MT  (+/- 180 meters Scaled)
 SC0188
 SC0188                          SUPERSEDED SURVEY CONTROL
 SC0188
 SC0188  NGVD 29 (??/??/92)   38.305  (m)          125.67   (f) ADJ UNCH    1 2
 SC0188
 SC0188.Superseded values are not recommended for survey control.
 SC0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0188.See file dsdata.txt to determine how the superseded data were derived.
 SC0188
 SC0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES036043(NAD 83)
 SC0188_MARKER: DB = BENCH MARK DISK
 SC0188_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SC0188_SP_SET: FOUNDATION
 SC0188_STAMPING: 125 41B 1934
 SC0188_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SC0188
 SC0188  HISTORY     - Date     Condition        Report By
 SC0188  HISTORY     - 1934     MONUMENTED       CGS
 SC0188  HISTORY     - 1987     MARK NOT FOUND   NGS
 SC0188  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 SC0188  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 SC0188
 SC0188                          STATION DESCRIPTION
 SC0188
 SC0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SC0188'0.90 MI W FROM RAINIER.
 SC0188'ABOUT .90 MILE WEST ALONG THE COLUMBIA RIVER HIGHWAY FROM THE CITY
 SC0188'HALL AT RAINIER, COLUMBIA COUNTY, IN THE EAST END OF THE NORTH GAS
 SC0188'PUMP FOUNDATION AT THE LONGVIEW SERVICE STATION. A STANDARD DISK,
 SC0188'STAMPED 125 41B 1934.
 SC0188
 SC0188                          STATION RECOVERY (1987)
 SC0188
 SC0188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SC0188'THE SERVICE STATION HAS BEEN REMOVED.
 SC0188
 SC0188                          STATION RECOVERY (1988)
 SC0188
 SC0188'RECOVERY NOTE BY US POWER SQUADRON 1988 (WC)
 SC0188'MARK NOT FOUND.
 SC0188
 SC0188                          STATION RECOVERY (1989)
 SC0188
 SC0188'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 SC0188'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0645 ***********************************************************************
 NW0645  DESIGNATION -  41 BKC
 NW0645  PID         -  NW0645
 NW0645  STATE/COUNTY-  OR/MALHEUR
 NW0645  USGS QUAD   -  BOWDEN RANCH (1979)
 NW0645
 NW0645                         *CURRENT SURVEY CONTROL
 NW0645  ___________________________________________________________________
 NW0645* NAD 83(1986)-  42 31 27.     (N)    117 40 55.     (W)     SCALED    
 NW0645* NAVD 88     -      1249.619  (meters)    4099.79   (feet)  ADJUSTED  
 NW0645  ___________________________________________________________________
 NW0645  GEOID HEIGHT-         -18.17  (meters)                     GEOID03
 NW0645  DYNAMIC HT  -        1248.908 (meters)    4097.46  (feet)  COMP
 NW0645  MODELED GRAV-     980,009.7   (mgal)                       NAVD 88
 NW0645
 NW0645  VERT ORDER  -  SECOND    CLASS 0
 NW0645
 NW0645.The horizontal coordinates were scaled from a topographic map and have
 NW0645.an estimated accuracy of +/- 6 seconds.
 NW0645
 NW0645.The orthometric height was determined by differential leveling
 NW0645.and adjusted in August 1995.
 NW0645
 NW0645.The geoid height was determined by GEOID03.
 NW0645
 NW0645.The dynamic height is computed by dividing the NAVD 88
 NW0645.geopotential number by the normal gravity value computed on the
 NW0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0645.degrees latitude (g = 980.6199 gals.).
 NW0645
 NW0645.The modeled gravity was interpolated from observed gravity values.
 NW0645
 NW0645;                    North         East    Units  Estimated Accuracy
 NW0645;SPC OR S     -    99,150.    1,731,500.      MT  (+/- 180 meters Scaled)
 NW0645
 NW0645                          SUPERSEDED SURVEY CONTROL
 NW0645
 NW0645.No superseded survey control is available for this station.
 NW0645
 NW0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH439082(NAD 83)
 NW0645_MARKER: DB = BENCH MARK DISK
 NW0645_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0645_SP_SET: COPPER-CLAD STEEL ROD
 NW0645_STAMPING: 41 BKC 1973 4096
 NW0645_MARK LOGO: USGS  
 NW0645_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0645_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0645_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0645+SATELLITE: SATELLITE OBSERVATIONS - 1973
 NW0645
 NW0645  HISTORY     - Date     Condition        Report By
 NW0645  HISTORY     - 1973     MONUMENTED       USGS
 NW0645
 NW0645                          STATION DESCRIPTION
 NW0645
 NW0645'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 NW0645'FROM BURNS JUNCTION, OREGON PROCEED 12.6 MILES SOUTH ALONG U S
 NW0645'HIGHWAY 95, THENCE 10.5 MILES EAST ALONG A GRAVEL ROAD, THENCE 3.3
 NW0645'MILES SOUTH ALONG A GRAVEL ROAD, AT A FENCE CROSSING AND CATTLEGUARD,
 NW0645'29 FEET EAST OF THE CATTLEGUARD, 2 FEET NORTH OF THE FENCELINE, SET
 NW0645'ON A 5/8-INCH COPPER-COATED ROD DRIVEN TO REFUSAL (ROD DEPTH UNKNOWN)
 NW0645'WITH THE TOP ENCASED IN 6-INCH DRAINPIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC0189 ***********************************************************************
 SC0189  DESIGNATION -  41 C
 SC0189  PID         -  SC0189
 SC0189  STATE/COUNTY-  OR/COLUMBIA
 SC0189  USGS QUAD   -  RAINIER (1990)
 SC0189
 SC0189                         *CURRENT SURVEY CONTROL
 SC0189  ___________________________________________________________________
 SC0189* NAD 83(1986)-  46 05 15.     (N)    122 57 49.     (W)     SCALED    
 SC0189* NAVD 88     -       103.600  (meters)     339.89   (feet)  POSTED    
 SC0189  ___________________________________________________________________
 SC0189  GEOID HEIGHT-         -21.52  (meters)                     GEOID03
 SC0189  DYNAMIC HT  -         103.610 (meters)     339.93  (feet)  COMP
 SC0189  MODELED GRAV-     980,667.8   (mgal)                       NAVD 88
 SC0189
 SC0189  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 SC0189
 SC0189.The horizontal coordinates were scaled from a topographic map and have
 SC0189.an estimated accuracy of +/- 6 seconds.
 SC0189
 SC0189.The orthometric height was determined by differential leveling
 SC0189.and adjusted by the  in 1992.
 SC0189.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 SC0189.rate of 2.1 thru 3.0 mm/km.
 SC0189
 SC0189.The geoid height was determined by GEOID03.
 SC0189
 SC0189.The dynamic height is computed by dividing the NAVD 88
 SC0189.geopotential number by the normal gravity value computed on the
 SC0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0189.degrees latitude (g = 980.6199 gals.).
 SC0189
 SC0189.The modeled gravity was interpolated from observed gravity values.
 SC0189
 SC0189;                    North         East    Units  Estimated Accuracy
 SC0189;SPC OR N     -   271,930.    2,309,490.      MT  (+/- 180 meters Scaled)
 SC0189
 SC0189                          SUPERSEDED SURVEY CONTROL
 SC0189
 SC0189  NGVD 29 (??/??/92)  102.605  (m)          336.63   (f) ADJ UNCH    1 2
 SC0189
 SC0189.Superseded values are not recommended for survey control.
 SC0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0189.See file dsdata.txt to determine how the superseded data were derived.
 SC0189
 SC0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES028037(NAD 83)
 SC0189_MARKER: DB = BENCH MARK DISK
 SC0189_SETTING: 66 = SET IN ROCK OUTCROP
 SC0189_SP_SET: ROCK
 SC0189_STAMPING: 336 41 C 1934
 SC0189_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SC0189+STABILITY: POSITION/ELEVATION WELL
 SC0189
 SC0189  HISTORY     - Date     Condition        Report By
 SC0189  HISTORY     - 1934     MONUMENTED       CGS
 SC0189  HISTORY     - 1941     GOOD             NGS
 SC0189  HISTORY     - 1987     MARK NOT FOUND   NGS
 SC0189  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 SC0189  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 SC0189
 SC0189                          STATION DESCRIPTION
 SC0189
 SC0189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 SC0189'1.7 MI W FROM RAINIER.
 SC0189'ALONG COLUMBIA RIVER HIGHWAY (U. S. 30), AT THE LOWER END OF A ROCK
 SC0189'CUT, 28 FEET NORTHEAST OF THE CENTER OF HIGHWAY, 10 FEET EAST OF THE
 SC0189'NORTH GUARD FENCE, IN ROCK, WITNESS POST MARKED USBM.
 SC0189
 SC0189                          STATION RECOVERY (1987)
 SC0189
 SC0189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SC0189'THERE HAS BEEN GRADING AT THIS LOCATION.
 SC0189
 SC0189                          STATION RECOVERY (1988)
 SC0189
 SC0189'RECOVERY NOTE BY US POWER SQUADRON 1988 (WC)
 SC0189'MARK NOT FOUND.
 SC0189
 SC0189                          STATION RECOVERY (1989)
 SC0189
 SC0189'RECOVERY NOTE BY US POWER SQUADRON 1989 (RCC)
 SC0189'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC0191 ***********************************************************************
 SC0191  DESIGNATION -  41 E
 SC0191  PID         -  SC0191
 SC0191  STATE/COUNTY-  OR/COLUMBIA
 SC0191  USGS QUAD   -  RAINIER (1990)
 SC0191
 SC0191                         *CURRENT SURVEY CONTROL
 SC0191  ___________________________________________________________________
 SC0191* NAD 83(1986)-  46 05 37.     (N)    122 59 02.     (W)     SCALED    
 SC0191* NAVD 88     -       206.418  (meters)     677.22   (feet)  POSTED    
 SC0191  ___________________________________________________________________
 SC0191  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 SC0191  DYNAMIC HT  -         206.430 (meters)     677.26  (feet)  COMP
 SC0191  MODELED GRAV-     980,661.8   (mgal)                       NAVD 88
 SC0191
 SC0191  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 SC0191
 SC0191.The horizontal coordinates were scaled from a topographic map and have
 SC0191.an estimated accuracy of +/- 6 seconds.
 SC0191
 SC0191.The orthometric height was determined by differential leveling
 SC0191.and adjusted by the  in 1992.
 SC0191.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 SC0191.rate of 2.1 thru 3.0 mm/km.
 SC0191
 SC0191.The geoid height was determined by GEOID03.
 SC0191
 SC0191.The dynamic height is computed by dividing the NAVD 88
 SC0191.geopotential number by the normal gravity value computed on the
 SC0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0191.degrees latitude (g = 980.6199 gals.).
 SC0191
 SC0191.The modeled gravity was interpolated from observed gravity values.
 SC0191
 SC0191;                    North         East    Units  Estimated Accuracy
 SC0191;SPC OR N     -   272,650.    2,307,940.      MT  (+/- 180 meters Scaled)
 SC0191
 SC0191                          SUPERSEDED SURVEY CONTROL
 SC0191
 SC0191  NGVD 29 (??/??/92)  205.417  (m)          673.94   (f) ADJ UNCH    1 2
 SC0191
 SC0191.Superseded values are not recommended for survey control.
 SC0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0191.See file dsdata.txt to determine how the superseded data were derived.
 SC0191
 SC0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES012044(NAD 83)
 SC0191_MARKER: DD = SURVEY DISK
 SC0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0191_SP_SET: CONCRETE POST
 SC0191_STAMPING: 41 E 1934 674
 SC0191_MARK LOGO: ORGS  
 SC0191_PROJECTION: PROJECTING 30 CENTIMETERS
 SC0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0191+STABILITY: SURFACE MOTION
 SC0191_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC0191+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2006
 SC0191
 SC0191  HISTORY     - Date     Condition        Report By
 SC0191  HISTORY     - 1934     MONUMENTED       CGS
 SC0191  HISTORY     - 1941     GOOD             NGS
 SC0191  HISTORY     - 1952     POOR             USGS
 SC0191  HISTORY     - 1987     GOOD             NGS
 SC0191  HISTORY     - 1988     GOOD             USPSQD
 SC0191  HISTORY     - 1989     GOOD             USPSQD
 SC0191  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 SC0191  HISTORY     - 1990     GOOD             USPSQD
 SC0191  HISTORY     - 20060207 GOOD             USPSQD
 SC0191
 SC0191                          STATION DESCRIPTION
 SC0191
 SC0191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 SC0191'3.3 MI W FROM RAINIER.
 SC0191'ALONG COLUMBIA RIVER HIGHWAY (U. S. 30), AT THE CREST OF RAINIER HILL,
 SC0191'45 FEET EAST OF THE CENTER OF A T ROAD SOUTH, 24 FEET NORTH OF THE
 SC0191'CENTER OF THE HIGHWAY, WITNESS POST MARKED USBM.
 SC0191
 SC0191                          STATION RECOVERY (1952)
 SC0191
 SC0191'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 SC0191'MARK RECOVERED IN POOR CONDITION.
 SC0191
 SC0191                          STATION RECOVERY (1987)
 SC0191
 SC0191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SC0191'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  6.0 KM
 SC0191'(3.75 MI) WESTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF STATE
 SC0191'HIGHWAY 433 AT THE WEST EDGE OF RAINIER, THENCE 5.3 KM (3.30 MI)
 SC0191'SOUTHEASTERLY ALONG OLD RAINIER ROAD, 16.2 M (53.1 FT) EAST OF THE
 SC0191'EXTENDED CENTERLINE OF MESERVE ROAD, AND 5.4 M (17.7 FT) NORTH OF THE
 SC0191'CENTERLINE OF THE ROAD.  NOTE--NOT LEVELED TO THIS SURVEY.
 SC0191'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 SC0191'THE MARK IS 0.6 M ABOVE THE ROAD.
 SC0191
 SC0191                          STATION RECOVERY (1988)
 SC0191
 SC0191'RECOVERY NOTE BY US POWER SQUADRON 1988 (WC)
 SC0191'RECOVERED IN GOOD CONDITION.
 SC0191
 SC0191                          STATION RECOVERY (1989)
 SC0191
 SC0191'RECOVERY NOTE BY US POWER SQUADRON 1989 (RCC)
 SC0191'RECOVERED IN GOOD CONDITION.
 SC0191
 SC0191                          STATION RECOVERY (1989)
 SC0191
 SC0191'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 SC0191'MARK NOT FOUND.
 SC0191
 SC0191                          STATION RECOVERY (1990)
 SC0191
 SC0191'RECOVERY NOTE BY US POWER SQUADRON 1990 (GAN)
 SC0191'RECOVERED IN GOOD CONDITION.
 SC0191
 SC0191                          STATION RECOVERY (2006)
 SC0191
 SC0191'RECOVERY NOTE BY US POWER SQUADRON 2006
 SC0191'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0312 ***********************************************************************
 NX0312  DESIGNATION -  41 FMK
 NX0312  PID         -  NX0312
 NX0312  STATE/COUNTY-  OR/HARNEY
 NX0312  USGS QUAD   -  KEG SPRS VALLEY EAST (1971)
 NX0312
 NX0312                         *CURRENT SURVEY CONTROL
 NX0312  ___________________________________________________________________
 NX0312* NAD 83(1986)-  42 59 35.     (N)    119 04 22.     (W)     SCALED    
 NX0312* NAVD 88     -      1549.881  (meters)    5084.90   (feet)  ADJUSTED  
 NX0312  ___________________________________________________________________
 NX0312  GEOID HEIGHT-         -19.21  (meters)                     GEOID03
 NX0312  DYNAMIC HT  -        1548.978 (meters)    5081.94  (feet)  COMP
 NX0312  MODELED GRAV-     979,982.8   (mgal)                       NAVD 88
 NX0312
 NX0312  VERT ORDER  -  SECOND    CLASS 0
 NX0312
 NX0312.The horizontal coordinates were scaled from a topographic map and have
 NX0312.an estimated accuracy of +/- 6 seconds.
 NX0312
 NX0312.The orthometric height was determined by differential leveling
 NX0312.and adjusted in August 1995.
 NX0312
 NX0312.The geoid height was determined by GEOID03.
 NX0312
 NX0312.The dynamic height is computed by dividing the NAVD 88
 NX0312.geopotential number by the normal gravity value computed on the
 NX0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0312.degrees latitude (g = 980.6199 gals.).
 NX0312
 NX0312.The modeled gravity was interpolated from observed gravity values.
 NX0312
 NX0312;                    North         East    Units  Estimated Accuracy
 NX0312;SPC OR S     -   148,330.    1,616,370.      MT  (+/- 180 meters Scaled)
 NX0312
 NX0312                          SUPERSEDED SURVEY CONTROL
 NX0312
 NX0312.No superseded survey control is available for this station.
 NX0312
 NX0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH310621(NAD 83)
 NX0312_MARKER: DB = BENCH MARK DISK
 NX0312_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NX0312_SP_SET: COPPER-CLAD STEEL ROD
 NX0312_STAMPING: 41 FMK 1970 5081
 NX0312_MARK LOGO: USGS  
 NX0312_PROJECTION: FLUSH
 NX0312_MAGNETIC: I = MARKER IS A STEEL ROD
 NX0312_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NX0312_ROD/PIPE-DEPTH: 1.52 meters
 NX0312
 NX0312  HISTORY     - Date     Condition        Report By
 NX0312  HISTORY     - 1970     MONUMENTED       USGS
 NX0312
 NX0312                          STATION DESCRIPTION
 NX0312
 NX0312'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NX0312'FROM THE BRIDGE OVER THE NARROWS, PROCEED 12.2 MILES SOUTH ALONG
 NX0312'STATE HIGHWAY 205, THENCE 21.2 MILES SOUTHWEST ALONG THE ROAD TO
 NX0312'FOSTER LAKE AND PLUSH, AT THE TOP OF A GRADE AND THE SOUTH END OF A
 NX0312'CURVE, OPPOSITE A TRACK ROAD NORTHWEST, 96 FEET EAST OF THE
 NX0312'CENTERLINE OF THE ROAD, WITNESS POST SET AT BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0199 ***********************************************************************
 QD0199  DESIGNATION -  41 KK
 QD0199  PID         -  QD0199
 QD0199  STATE/COUNTY-  OR/CROOK
 QD0199  USGS QUAD   -  KEYS CREEK (1992)
 QD0199
 QD0199                         *CURRENT SURVEY CONTROL
 QD0199  ___________________________________________________________________
 QD0199* NAD 83(1986)-  44 20 08.     (N)    120 05 23.     (W)     SCALED    
 QD0199* NAVD 88     -      1391.832  (meters)    4566.37   (feet)  ADJUSTED  
 QD0199  ___________________________________________________________________
 QD0199  GEOID HEIGHT-         -19.04  (meters)                     GEOID03
 QD0199  DYNAMIC HT  -        1391.270 (meters)    4564.52  (feet)  COMP
 QD0199  MODELED GRAV-     980,164.8   (mgal)                       NAVD 88
 QD0199
 QD0199  VERT ORDER  -  SECOND    CLASS 0
 QD0199
 QD0199.The horizontal coordinates were scaled from a topographic map and have
 QD0199.an estimated accuracy of +/- 6 seconds.
 QD0199
 QD0199.The orthometric height was determined by differential leveling
 QD0199.and adjusted in June 1991.
 QD0199
 QD0199.The geoid height was determined by GEOID03.
 QD0199
 QD0199.The dynamic height is computed by dividing the NAVD 88
 QD0199.geopotential number by the normal gravity value computed on the
 QD0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0199.degrees latitude (g = 980.6199 gals.).
 QD0199
 QD0199.The modeled gravity was interpolated from observed gravity values.
 QD0199
 QD0199;                    North         East    Units  Estimated Accuracy
 QD0199;SPC OR S     -   296,570.    1,532,720.      MT  (+/- 180 meters Scaled)
 QD0199
 QD0199                          SUPERSEDED SURVEY CONTROL
 QD0199
 QD0199  NGVD 29 (??/??/92) 1390.620  (m)         4562.39   (f) ADJ UNCH    2 0
 QD0199
 QD0199.Superseded values are not recommended for survey control.
 QD0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0199.See file dsdata.txt to determine how the superseded data were derived.
 QD0199
 QD0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGQ320132(NAD 83)
 QD0199_MARKER: DD = SURVEY DISK
 QD0199_SETTING: 80 = SET IN A BOULDER
 QD0199_SP_SET: BOULDER
 QD0199_STAMPING: 41 KK 4562 1947
 QD0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0199+STABILITY: SURFACE MOTION
 QD0199
 QD0199  HISTORY     - Date     Condition        Report By
 QD0199  HISTORY     - 1947     MONUMENTED       USGS
 QD0199  HISTORY     - 1949     GOOD             NGS
 QD0199
 QD0199                          STATION DESCRIPTION
 QD0199
 QD0199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 QD0199'3.2 MI SE FROM COLD SPRINGS G S.
 QD0199'3.2 MILES SOUTHEAST ALONG A FOREST SERVICE ROAD FROM COLD SPRINGS
 QD0199'GUARD STATION, AT A SHARP CURVE AROUND A SMALL RAVINE, IN THE TOP OF A
 QD0199'BOULDER, 102 FEET WEST OF REFERENCE MARK 4553.2, 46 FEET WEST OF THE
 QD0199'SOUTHEAST END OF A WOODEN CULVERT UNDER THE ROAD, 16 FEET NORTHWEST OF
 QD0199'THE CENTER LINE OF THE ROAD, AND ABOUT 3 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2050 ***********************************************************************
 RC2050  DESIGNATION -  41 L
 RC2050  PID         -  RC2050
 RC2050  STATE/COUNTY-  OR/WASCO
 RC2050  USGS QUAD   -  PETERSBURG (1994)
 RC2050
 RC2050                         *CURRENT SURVEY CONTROL
 RC2050  ___________________________________________________________________
 RC2050* NAD 83(1991)-  45 37 15.31622(N)    121 06 58.52813(W)     ADJUSTED  
 RC2050* NAVD 88     -        50.     (meters)     164.     (feet)  SCALED    
 RC2050  ___________________________________________________________________
 RC2050  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 RC2050  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 RC2050  HORZ ORDER  -  THIRD
 RC2050
 RC2050.The horizontal coordinates were established by classical geodetic methods
 RC2050.and adjusted by the National Geodetic Survey in October 1991.
 RC2050
 RC2050.The orthometric height was scaled from a topographic map.
 RC2050
 RC2050.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2050
 RC2050.The geoid height was determined by GEOID03.
 RC2050
 RC2050;                    North         East     Units Scale Factor Converg.
 RC2050;SPC OR N     -   217,346.027 2,451,941.728   MT  0.99992570   -0 26 13.3
 RC2050;SPC OR N     -   713,077.52  8,044,428.24   iFT  0.99992570   -0 26 13.3
 RC2050;SPC WA S     -    32,153.812   451,935.541   MT  1.00005490   -0 26 51.5
 RC2050;SPC WA S     -   105,491.30  1,482,725.19   sFT  1.00005490   -0 26 51.5
 RC2050;UTM  10      - 5,053,656.380   646,854.859   MT  0.99986515   +1 20 47.8
 RC2050
 RC2050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2050!SPC OR N     -   0.99999553  x   0.99992570  =   0.99992123
 RC2050!SPC WA S     -   0.99999553  x   1.00005490  =   1.00005042
 RC2050!UTM  10      -   0.99999553  x   0.99986515  =   0.99986068
 RC2050
 RC2050|---------------------------------------------------------------------|
 RC2050| PID    Reference Object                     Distance      Geod. Az  |
 RC2050|                                                           dddmmss.s |
 RC2050| CF3880 PHOTO TIP CON ABUTMENT                             05507     |
 RC2050| CF4030 41 L RM 1                             6.718 METERS 11245     |
 RC2050| CF3878 PHOTO TIE LOCK WALL                  83.820 METERS 13550     |
 RC2050| RC2077 MYERS                               APPROX. 4.0 KM 2260707.9 |
 RC2050| CF4031 41 L RM 2                             6.103 METERS 22932     |
 RC2050| RC2053 THREE MILE RAPIDS R RNG LT          APPROX. 1.8 KM 2435725.0 |
 RC2050|---------------------------------------------------------------------|
 RC2050
 RC2050                          SUPERSEDED SURVEY CONTROL
 RC2050
 RC2050  NAD 83(1986)-  45 37 15.32932(N)    121 06 58.51975(W) AD(       ) 3
 RC2050  NAD 27      -  45 37 15.88000(N)    121 06 54.27000(W) AD(       ) 3
 RC2050
 RC2050.Superseded values are not recommended for survey control.
 RC2050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2050.See file dsdata.txt to determine how the superseded data were derived.
 RC2050
 RC2050_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR4685553656(NAD 83)
 RC2050_MARKER: Z = SEE DESCRIPTION
 RC2050_SETTING: 0 = UNSPECIFIED SETTING
 RC2050
 RC2050  HISTORY     - Date     Condition        Report By
 RC2050  HISTORY     - 1939     MONUMENTED       USE
 RC2050  HISTORY     - 1949     SEE DESCRIPTION  CGS
 RC2050  HISTORY     - 1959     SEE DESCRIPTION  CGS
 RC2050
 RC2050                          STATION DESCRIPTION
 RC2050
 RC2050'DESCRIBED BY US ENGINEERS 1939 (WMS)
 RC2050'THIS STATION IS LOCATED ON A BARE ROCKY AREA BETWEEN THE LOWER
 RC2050'CELILO CANAL LOCKS AND THE RIVER, 275 FEET NW OF THE LOWER GATE
 RC2050'OF THE LOCK.
 RC2050'
 RC2050'THE STATION MARK IS A BRASS TABLET SET IN CEMENT ON A SOLID
 RC2050'ROCK LEDGE.  THE MARK IS STAMPED B.M. 139.
 RC2050'
 RC2050'REFERENCE MARK NO.1 IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 RC2050'IN SOLID ROCK, ON THE SAME LEDGE AS THE STATION.
 RC2050'
 RC2050'REFERENCE MARK NO.2 IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 RC2050'IN SOLID ROCK, ALSO ON THE SAME LEDGE AS THE STATION.
 RC2050
 RC2050                          STATION RECOVERY (1949)
 RC2050
 RC2050'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (HJH)
 RC2050'ALL MARKS RECOVERED IN EXCELLENT CONDITION.  STATION IS LOCATED ON
 RC2050'A BARE ROCKY AREA BETWEEN THE LOWER CELILO CANAL LOCKS AND THE
 RC2050'RIVER, ABOUT 275 FT. NW OF THE LOWER GATE OF THE LOCK.
 RC2050'
 RC2050'STATION MARK IS A BRASS TABLET SET IN CEMENT ON A SOLID ROCK
 RC2050'LEDGE, STAMPED BM 139.  REFERENCE MARK 1 IS A BRONZE DISK,
 RC2050'CEMENTED IN A DRILL HOLE IN SOLID ROCK ON THE SAME LEDGE AS THE
 RC2050'STATION, STAMPED 41 L (USE) NO 1 1939.  REFERENCE MARK 2 IS A
 RC2050'BRONZE DISK, CEMENTED IN A DRILL HOLE IN SOLID ROCK ALSO ON THE
 RC2050'SAME LEDGE AS THE STATION, STAMPED 41 L (USE) NO 2 1939.
 RC2050'
 RC2050'THE 1939 DISTANCES CHECKED, BUT NO CHECK MADE ON THE DIRECTIONS
 RC2050'AT THIS TIME.
 RC2050
 RC2050                          STATION RECOVERY (1959)
 RC2050
 RC2050'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LGT)
 RC2050'THE STATION IS LOST.
 RC2050'
 RC2050'THE ROCKY AREA IN THE VICINITY OF THE LOCKS, AS WELL AS THE LOCKS
 RC2050'AND CANAL, HAS BEEN COVERED BY LAKE CELILO.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0357 ***********************************************************************
 NX0357  DESIGNATION -  41 LRC
 NX0357  PID         -  NX0357
 NX0357  STATE/COUNTY-  OR/HARNEY
 NX0357  USGS QUAD   -  CORPORATION RIM (1980)
 NX0357
 NX0357                         *CURRENT SURVEY CONTROL
 NX0357  ___________________________________________________________________
 NX0357* NAD 83(1986)-  42 49 35.     (N)    119 38 28.     (W)     SCALED    
 NX0357* NAVD 88     -      1386.588  (meters)    4549.16   (feet)  ADJUSTED  
 NX0357  ___________________________________________________________________
 NX0357  GEOID HEIGHT-         -19.88  (meters)                     GEOID03
 NX0357  DYNAMIC HT  -        1385.774 (meters)    4546.49  (feet)  COMP
 NX0357  MODELED GRAV-     979,985.3   (mgal)                       NAVD 88
 NX0357
 NX0357  VERT ORDER  -  SECOND    CLASS 0
 NX0357
 NX0357.The horizontal coordinates were scaled from a topographic map and have
 NX0357.an estimated accuracy of +/- 6 seconds.
 NX0357
 NX0357.The orthometric height was determined by differential leveling
 NX0357.and adjusted in August 1995.
 NX0357
 NX0357.The geoid height was determined by GEOID03.
 NX0357
 NX0357.The dynamic height is computed by dividing the NAVD 88
 NX0357.geopotential number by the normal gravity value computed on the
 NX0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0357.degrees latitude (g = 980.6199 gals.).
 NX0357
 NX0357.The modeled gravity was interpolated from observed gravity values.
 NX0357
 NX0357;                    North         East    Units  Estimated Accuracy
 NX0357;SPC OR S     -   129,190.    1,570,220.      MT  (+/- 180 meters Scaled)
 NX0357
 NX0357                          SUPERSEDED SURVEY CONTROL
 NX0357
 NX0357.No superseded survey control is available for this station.
 NX0357
 NX0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKH841449(NAD 83)
 NX0357_MARKER: DB = BENCH MARK DISK
 NX0357_SETTING: 66 = SET IN ROCK OUTCROP
 NX0357_SP_SET: ROCK OUTCROP
 NX0357_STAMPING: 41 LRC 1970 4545
 NX0357_MARK LOGO: USGS  
 NX0357_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NX0357_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NX0357+STABILITY: POSITION/ELEVATION WELL
 NX0357
 NX0357  HISTORY     - Date     Condition        Report By
 NX0357  HISTORY     - 1970     MONUMENTED       USGS
 NX0357
 NX0357                          STATION DESCRIPTION
 NX0357
 NX0357'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NX0357'FROM WAGONTIRE, OREGON, PROCEED 4.5 MILES SOUTHWEST ALONG U S HIGHWAY
 NX0357'395 TO DRY VALLEY ROAD, THENCE 29.7 MILES SOUTH ALONG DRY VALLEY ROAD
 NX0357'TO A ROAD FORK, THENCE 4.8 MILES SOUTH ALONG WARNER VALLEY ROAD TO A
 NX0357'CROSSROADS AT THE EDGE OF WARNER VALLEY, THENCE 2.8 MILES NORTHEAST
 NX0357'ALONG FOSTER LAKE ROAD, AT A Y-ROAD FORK, 32 FEET NORTHEAST OF THE
 NX0357'ROAD FORK, 20 FEET NORTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0734 ***********************************************************************
 PA0734  DESIGNATION -  41 MDC
 PA0734  PID         -  PA0734
 PA0734  STATE/COUNTY-  OR/HARNEY
 PA0734  USGS QUAD   -  UPTON MOUNTAIN (1973)
 PA0734
 PA0734                         *CURRENT SURVEY CONTROL
 PA0734  ___________________________________________________________________
 PA0734* NAD 83(1991)-  43 41 36.09960(N)    118 22 03.07053(W)     ADJUSTED  
 PA0734* NAVD 88     -      1151.23   (+/-2cm)    3777.0    (feet)  VERTCON   
 PA0734  ___________________________________________________________________
 PA0734  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 PA0734  GEOID HEIGHT-         -18.45  (meters)                     GEOID03
 PA0734  HORZ ORDER  -  THIRD
 PA0734  VERT ORDER  -  THIRD ? (See Below)
 PA0734
 PA0734.The horizontal coordinates were established by classical geodetic methods
 PA0734.and adjusted by the National Geodetic Survey in October 1991.
 PA0734
 PA0734.The NAVD 88 height was computed by applying the VERTCON shift value to
 PA0734.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PA0734.The vertical order pertains to the NGVD 29 superseded value.
 PA0734
 PA0734.The Laplace correction was computed from DEFLEC99 derived deflections.
 PA0734
 PA0734.The geoid height was determined by GEOID03.
 PA0734
 PA0734;                    North         East     Units Scale Factor Converg.
 PA0734;SPC OR S     -   227,322.929 1,671,887.070   MT  0.99993652   +1 27 32.2
 PA0734;SPC OR S     -   745,810.13  5,485,193.80   iFT  0.99993652   +1 27 32.2
 PA0734;UTM  11      - 4,838,724.633   389,796.746   MT  0.99974938   -0 56 41.2
 PA0734
 PA0734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PA0734!SPC OR S     -   0.99982240  x   0.99993652  =   0.99975893
 PA0734!UTM  11      -   0.99982240  x   0.99974938  =   0.99957182
 PA0734
 PA0734:                Primary Azimuth Mark                     Grid Az
 PA0734:SPC OR S     -  2 122 A                                  194 08 13.3
 PA0734:UTM  11      -  2 122 A                                  196 32 26.7
 PA0734
 PA0734|---------------------------------------------------------------------|
 PA0734| PID    Reference Object                     Distance      Geod. Az  |
 PA0734|                                                           dddmmss.s |
 PA0734| PA0731 2 122 A                             APPROX. 4.1 KM 1953545.5 |
 PA0734|---------------------------------------------------------------------|
 PA0734
 PA0734                          SUPERSEDED SURVEY CONTROL
 PA0734
 PA0734  NAD 83(1986)-  43 41 36.10417(N)    118 22 03.06245(W) AD(       ) 3
 PA0734  NGVD 29 (01/12/90) 1150.08   (m)         3773.2    (f) LEVELING    3  
 PA0734
 PA0734.Superseded values are not recommended for survey control.
 PA0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0734.See file dsdata.txt to determine how the superseded data were derived.
 PA0734
 PA0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ8979738725(NAD 83)
 PA0734_MARKER: DB = BENCH MARK DISK
 PA0734_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 PA0734_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 PA0734_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PA0734
 PA0734  HISTORY     - Date     Condition        Report By
 PA0734  HISTORY     - 1973     MONUMENTED       USGS
 PA0734
 PA0734                          STATION DESCRIPTION
 PA0734
 PA0734'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 PA0734'LOCATED ABOUT 34 MI ENE. OF BURNS, 16 MI WSW. OF JUNTURA.  AT
 PA0734'FENCE CORNER ALONG RD. TO WARM SPRINGS RESERVOIR.
 PA0734'
 PA0734'TO REACH FROM JUNTURA POST OFFICE, GO 18.7 MI W. ALONG U.S. HWY.
 PA0734'20.  GO 6.4 MI SE. ALONG TRACK RD.  OFF MAIN TRACK RD. BED, AT
 PA0734'FENCE CORNER, 219 FT. SW. OF Y-RD., 16 FT. SW. OF ANGLE POINT IN
 PA0734'FENCE, 9 FT. SW. OF WITNESS SIGN, 1 FT. E. OF FENCE.
 PA0734'
 PA0734'STATION MARK--STANDARD BM TABLET STAMPED---41 MDC 1973 3773---, ON
 PA0734'5/8-INCH COPPER-COATED ROD ENCASED IN 6-INCH BLACK DRAIN PIPE.
 PA0734'
 PA0734'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0017 ***********************************************************************
 QC0017  DESIGNATION -  4103
 QC0017  PID         -  QC0017
 QC0017  STATE/COUNTY-  OR/MALHEUR
 QC0017  USGS QUAD   -  HUNTER MOUNTAIN (1990)
 QC0017
 QC0017                         *CURRENT SURVEY CONTROL
 QC0017  ___________________________________________________________________
 QC0017* NAD 83(1986)-  44 01 22.     (N)    118 06 39.     (W)     SCALED    
 QC0017* NAVD 88     -      1253.999  (meters)    4114.16   (feet)  ADJUSTED  
 QC0017  ___________________________________________________________________
 QC0017  GEOID HEIGHT-         -17.83  (meters)                     GEOID03
 QC0017  DYNAMIC HT  -        1253.422 (meters)    4112.27  (feet)  COMP
 QC0017  MODELED GRAV-     980,115.5   (mgal)                       NAVD 88
 QC0017
 QC0017  VERT ORDER  -  FIRST     CLASS II
 QC0017
 QC0017.The horizontal coordinates were scaled from a topographic map and have
 QC0017.an estimated accuracy of +/- 6 seconds.
 QC0017
 QC0017.The orthometric height was determined by differential leveling
 QC0017.and adjusted in June 1991.
 QC0017
 QC0017.The geoid height was determined by GEOID03.
 QC0017
 QC0017.The dynamic height is computed by dividing the NAVD 88
 QC0017.geopotential number by the normal gravity value computed on the
 QC0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0017.degrees latitude (g = 980.6199 gals.).
 QC0017
 QC0017.The modeled gravity was interpolated from observed gravity values.
 QC0017
 QC0017;                    North         East    Units  Estimated Accuracy
 QC0017;SPC OR S     -   264,470.    1,691,530.      MT  (+/- 180 meters Scaled)
 QC0017
 QC0017                          SUPERSEDED SURVEY CONTROL
 QC0017
 QC0017  NGVD 29 (??/??/92) 1252.808  (m)         4110.25   (f) ADJ UNCH    1 2
 QC0017
 QC0017.Superseded values are not recommended for survey control.
 QC0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0017.See file dsdata.txt to determine how the superseded data were derived.
 QC0017
 QC0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ109750(NAD 83)
 QC0017_MARKER: P = PIPE CAP
 QC0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QC0017_STAMPING: 2110.784 H 1903
 QC0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0017+STABILITY: SURFACE MOTION
 QC0017
 QC0017  HISTORY     - Date     Condition        Report By
 QC0017  HISTORY     - 1903     MONUMENTED       USGS
 QC0017  HISTORY     - 1944     GOOD             NGS
 QC0017  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 QC0017
 QC0017                          STATION DESCRIPTION
 QC0017
 QC0017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 QC0017'10.0 MI NE FROM BEULAH.
 QC0017'10.0 MILES NORTHEAST ALONG THE BEULAH-WESTFALL ROAD FROM THE POST
 QC0017'OFFICE AT BEULAH, SET AT A T ROAD, 54 FEET NORTH OF CENTER-LINE OF
 QC0017'PRIVATE ROAD LEADING WEST TO HUNTER RANCH, 46.5 FEET WEST OF
 QC0017'CENTER-LINE OF ROAD, 5.3 FEET NORTHWEST OF REFERENCE POST, 1.2 FEET
 QC0017'SOUTHEAST OF RAIL FENCE.  A U.S.G.S. BENCH MARK CAP RIVETED ON TOP A 3
 QC0017'1/2-INCH IRON PIPE AND PROJECTING ABOUT 1 FOOT ABOVE THE GROUND.
 QC0017
 QC0017                          STATION RECOVERY (1987)
 QC0017
 QC0017'RECOVERY NOTE BY US POWER SQUADRON 1987 (DMP)
 QC0017'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0383 ***********************************************************************
 QC0383  DESIGNATION -  4109
 QC0383  PID         -  QC0383
 QC0383  STATE/COUNTY-  OR/GRANT
 QC0383  USGS QUAD   -  IZEE (1990)
 QC0383
 QC0383                         *CURRENT SURVEY CONTROL
 QC0383  ___________________________________________________________________
 QC0383* NAD 83(1986)-  44 05 50.     (N)    119 29 57.     (W)     SCALED    
 QC0383* NAVD 88     -      1253.514  (meters)    4112.57   (feet)  ADJUSTED  
 QC0383  ___________________________________________________________________
 QC0383  GEOID HEIGHT-         -18.65  (meters)                     GEOID03
 QC0383  DYNAMIC HT  -        1252.954 (meters)    4110.73  (feet)  COMP
 QC0383  MODELED GRAV-     980,129.2   (mgal)                       NAVD 88
 QC0383
 QC0383  VERT ORDER  -  SECOND    CLASS 0
 QC0383
 QC0383.The horizontal coordinates were scaled from a topographic map and have
 QC0383.an estimated accuracy of +/- 6 seconds.
 QC0383
 QC0383.The orthometric height was determined by differential leveling
 QC0383.and adjusted in June 1991.
 QC0383
 QC0383.The geoid height was determined by GEOID03.
 QC0383
 QC0383.The dynamic height is computed by dividing the NAVD 88
 QC0383.geopotential number by the normal gravity value computed on the
 QC0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0383.degrees latitude (g = 980.6199 gals.).
 QC0383
 QC0383.The modeled gravity was interpolated from observed gravity values.
 QC0383
 QC0383;                    North         East    Units  Estimated Accuracy
 QC0383;SPC OR N     -    48,340.    2,580,150.      MT  (+/- 180 meters Scaled)
 QC0383
 QC0383                          SUPERSEDED SURVEY CONTROL
 QC0383
 QC0383  NGVD 29 (??/??/92) 1252.296  (m)         4108.57   (f) ADJ UNCH    2 0
 QC0383
 QC0383.Superseded values are not recommended for survey control.
 QC0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0383.See file dsdata.txt to determine how the superseded data were derived.
 QC0383
 QC0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKJ999857(NAD 83)
 QC0383_MARKER: DB = BENCH MARK DISK
 QC0383_SETTING: 80 = SET IN A BOULDER
 QC0383_SP_SET: BOULDER
 QC0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0383+STABILITY: SURFACE MOTION
 QC0383
 QC0383  HISTORY     - Date     Condition        Report By
 QC0383  HISTORY     - UNK      MONUMENTED       USGS
 QC0383  HISTORY     - 1934     GOOD             NGS
 QC0383
 QC0383                          STATION DESCRIPTION
 QC0383
 QC0383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QC0383'1.5 MI W FROM KEERINS RANCH.
 QC0383'1.5 MILE WEST OF KEERIN BROS. RANCH, ALONG THE KEERINS RANCH-SUPLEE
 QC0383'ROAD, 0.7 MILE EAST OF MOUTH OF COW CREEK, 10 FEET NORTH OF ROAD FORK
 QC0383'LEADING UP CANYON TO BAILEY RANCH, AT FOOT OF SLOPE, ON TOP OF 5 FT.
 QC0383'BY 2 1/2 FOOT BOULDER, ABOUT 4 FEET ABOVE ROAD GRADE, AND ON NORTHWEST
 QC0383'SIDE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0078 ***********************************************************************
 QC0078  DESIGNATION -  4123
 QC0078  PID         -  QC0078
 QC0078  STATE/COUNTY-  OR/MALHEUR
 QC0078  USGS QUAD   -  ELDORADO PASS (1984)
 QC0078
 QC0078                         *CURRENT SURVEY CONTROL
 QC0078  ___________________________________________________________________
 QC0078* NAD 83(1986)-  44 19 31.     (N)    118 02 25.     (W)     SCALED    
 QC0078* NAVD 88     -      1258.224  (meters)    4128.02   (feet)  ADJUSTED  
 QC0078  ___________________________________________________________________
 QC0078  GEOID HEIGHT-         -17.54  (meters)                     GEOID03
 QC0078  DYNAMIC HT  -        1257.688 (meters)    4126.26  (feet)  COMP
 QC0078  MODELED GRAV-     980,149.3   (mgal)                       NAVD 88
 QC0078
 QC0078  VERT ORDER  -  FIRST     CLASS II
 QC0078
 QC0078.The horizontal coordinates were scaled from a topographic map and have
 QC0078.an estimated accuracy of +/- 6 seconds.
 QC0078
 QC0078.The orthometric height was determined by differential leveling
 QC0078.and adjusted in June 1991.
 QC0078
 QC0078.The geoid height was determined by GEOID03.
 QC0078
 QC0078.The dynamic height is computed by dividing the NAVD 88
 QC0078.geopotential number by the normal gravity value computed on the
 QC0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0078.degrees latitude (g = 980.6199 gals.).
 QC0078
 QC0078.The modeled gravity was interpolated from observed gravity values.
 QC0078
 QC0078;                    North         East    Units  Estimated Accuracy
 QC0078;SPC OR S     -   298,230.    1,696,200.      MT  (+/- 180 meters Scaled)
 QC0078
 QC0078                          SUPERSEDED SURVEY CONTROL
 QC0078
 QC0078  NGVD 29 (??/??/92) 1256.998  (m)         4124.00   (f) ADJ UNCH    1 2
 QC0078
 QC0078.Superseded values are not recommended for survey control.
 QC0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0078.See file dsdata.txt to determine how the superseded data were derived.
 QC0078
 QC0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK170085(NAD 83)
 QC0078_MARKER: P = PIPE CAP
 QC0078_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QC0078_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QC0078_STAMPING: 4124.5 ADJ 1903
 QC0078_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QC0078
 QC0078  HISTORY     - Date     Condition        Report By
 QC0078  HISTORY     - 1903     MONUMENTED       USGS
 QC0078  HISTORY     - 1963     GOOD             NGS
 QC0078  HISTORY     - 1985     MARK NOT FOUND   NGS
 QC0078
 QC0078                          STATION DESCRIPTION
 QC0078
 QC0078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 QC0078'5.0 MI W FROM IRONSIDE.
 QC0078'5.0 MILES WEST ALONG U.S. HIGHWAY 26 FROM THE POST OFFICE AT IRONSIDE,
 QC0078'0.2 MILE EAST OF MILE POST NO. 226, 300 FEET WEST OF A CURVE ON THE
 QC0078'NORTH BANK OF A CUT, 38 FEET SOUTH OF AN EAST-WEST FENCE LINE, 29 FEET
 QC0078'NORTH OF THE CENTER OF THE HIGHWAY AND ABOUT 10 FEET ABOVE THE LEVEL
 QC0078'OF THE HIGHWAY AT A THROUGH CUT.  NOTE-- THIS MARK HAS BEEN HIT BY
 QC0078'SOME HEAVY MACHINERY AND IS LEANING TOWARD THE EAST AND ITS ELEVATION
 QC0078'SHOULD BE USED WITH CAUTION.
 QC0078
 QC0078                          STATION RECOVERY (1985)
 QC0078
 QC0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QC0078'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0212 ***********************************************************************
 PA0212  DESIGNATION -  4131
 PA0212  PID         -  PA0212
 PA0212  STATE/COUNTY-  OR/HARNEY
 PA0212  USGS QUAD   -  POISON CREEK SLOUGH (1990)
 PA0212
 PA0212                         *CURRENT SURVEY CONTROL
 PA0212  ___________________________________________________________________
 PA0212* NAD 83(1986)-  43 36 52.     (N)    118 56 26.     (W)     SCALED    
 PA0212* NAVD 88     -      1262.720  (meters)    4142.77   (feet)  ADJUSTED  
 PA0212  ___________________________________________________________________
 PA0212  GEOID HEIGHT-         -18.96  (meters)                     GEOID03
 PA0212  DYNAMIC HT  -        1262.111 (meters)    4140.78  (feet)  COMP
 PA0212  MODELED GRAV-     980,093.6   (mgal)                       NAVD 88
 PA0212
 PA0212  VERT ORDER  -  FIRST     CLASS II
 PA0212
 PA0212.The horizontal coordinates were scaled from a topographic map and have
 PA0212.an estimated accuracy of +/- 6 seconds.
 PA0212
 PA0212.The orthometric height was determined by differential leveling
 PA0212.and adjusted in June 1991.
 PA0212
 PA0212.The geoid height was determined by GEOID03.
 PA0212
 PA0212.The dynamic height is computed by dividing the NAVD 88
 PA0212.geopotential number by the normal gravity value computed on the
 PA0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0212.degrees latitude (g = 980.6199 gals.).
 PA0212
 PA0212.The modeled gravity was interpolated from observed gravity values.
 PA0212
 PA0212;                    North         East    Units  Estimated Accuracy
 PA0212;SPC OR S     -   217,540.    1,625,870.      MT  (+/- 180 meters Scaled)
 PA0212
 PA0212                          SUPERSEDED SURVEY CONTROL
 PA0212
 PA0212  NGVD 29 (??/??/92) 1261.530  (m)         4138.87   (f) ADJ UNCH    1 2
 PA0212
 PA0212.Superseded values are not recommended for survey control.
 PA0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0212.See file dsdata.txt to determine how the superseded data were derived.
 PA0212
 PA0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ434308(NAD 83)
 PA0212_MARKER: P = PIPE CAP
 PA0212_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PA0212_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PA0212_STAMPING: 1903 H 4139 4139.119
 PA0212_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PA0212_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PA0212+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2005
 PA0212
 PA0212  HISTORY     - Date     Condition        Report By
 PA0212  HISTORY     - 1903     MONUMENTED       USGS
 PA0212  HISTORY     - 1943     POOR             NGS
 PA0212  HISTORY     - 1977     GOOD             NGS
 PA0212  HISTORY     - 20050413 GOOD             ORBITE
 PA0212
 PA0212                          STATION DESCRIPTION
 PA0212
 PA0212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PA0212'6.7 MI E FROM BURNS.
 PA0212'ALONG U.S.HIGHWAY 20, 6.7 MILES EAST FROM THE POSTOFFICE AT BURNS, 89
 PA0212'FEET NORTH OF THE CENTERLINE OF HIGHWAY, 63 FEET NORTH OF A 36 INCH
 PA0212'CORRUGATED IRON CULVERT, 36 FEET WEST OF THE CENTER OF A CROSSROAD, 26
 PA0212'FEET NORTHWEST OF THE NORTHWEST CORNER OF A WOODEN BRIDGE, 4.2 FEET
 PA0212'SOUTH OF A FENCE CORNER AND 1 FOOT SOUTH OF A REFERENCE POST. NOTE--
 PA0212'RESET IN CONCRETE NOVEMBER 1943.
 PA0212
 PA0212                          STATION RECOVERY (1977)
 PA0212
 PA0212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 PA0212'RECOVERED IN GOOD CONDITION.
 PA0212
 PA0212                          STATION RECOVERY (2005)
 PA0212
 PA0212'RECOVERY NOTE BY ORBITECH INC 2005 (SHG)
 PA0212'THE BRIDGE IS NOW GONE, AND THE CULVERT HAS BEEN REPLACED BY TWIN 36
 PA0212'INCH CMP PIPES. THE CROSSROAD (TO SOUTH ONLY) IS NAMED OLD EXPERIMENT
 PA0212'ROAD. THERE IS NOW A NORTH-SOUTH FENCE 38 FEET EAST AND THE NORTH ROW
 PA0212'FENCE OF THE HIGHWAY IS 24 FEET SOUTH.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0230 ***********************************************************************
 PA0230  DESIGNATION -  4132
 PA0230  PID         -  PA0230
 PA0230  STATE/COUNTY-  OR/HARNEY
 PA0230  USGS QUAD   -  CARSON POINT (1973)
 PA0230
 PA0230                         *CURRENT SURVEY CONTROL
 PA0230  ___________________________________________________________________
 PA0230* NAD 83(1986)-  43 37 23.     (N)    118 40 50.     (W)     SCALED    
 PA0230* NAVD 88     -      1263.092  (meters)    4143.99   (feet)  ADJUSTED  
 PA0230  ___________________________________________________________________
 PA0230  GEOID HEIGHT-         -18.76  (meters)                     GEOID03
 PA0230  DYNAMIC HT  -        1262.476 (meters)    4141.97  (feet)  COMP
 PA0230  MODELED GRAV-     980,088.0   (mgal)                       NAVD 88
 PA0230
 PA0230  VERT ORDER  -  FIRST     CLASS II
 PA0230
 PA0230.The horizontal coordinates were scaled from a topographic map and have
 PA0230.an estimated accuracy of +/- 6 seconds.
 PA0230
 PA0230.The orthometric height was determined by differential leveling
 PA0230.and adjusted in June 1991.
 PA0230
 PA0230.The geoid height was determined by GEOID03.
 PA0230
 PA0230.The dynamic height is computed by dividing the NAVD 88
 PA0230.geopotential number by the normal gravity value computed on the
 PA0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0230.degrees latitude (g = 980.6199 gals.).
 PA0230
 PA0230.The modeled gravity was interpolated from observed gravity values.
 PA0230
 PA0230;                    North         East    Units  Estimated Accuracy
 PA0230;SPC OR S     -   218,920.    1,646,830.      MT  (+/- 180 meters Scaled)
 PA0230
 PA0230                          SUPERSEDED SURVEY CONTROL
 PA0230
 PA0230  NGVD 29 (??/??/92) 1261.904  (m)         4140.10   (f) ADJ UNCH    1 2
 PA0230
 PA0230.Superseded values are not recommended for survey control.
 PA0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0230.See file dsdata.txt to determine how the superseded data were derived.
 PA0230
 PA0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ644313(NAD 83)
 PA0230_MARKER: P = PIPE CAP
 PA0230_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PA0230_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PA0230_STAMPING: 4139.967 H 1903
 PA0230_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PA0230
 PA0230  HISTORY     - Date     Condition        Report By
 PA0230  HISTORY     - 1903     MONUMENTED       USGS
 PA0230  HISTORY     - 1935     GOOD             NGS
 PA0230  HISTORY     - 1943     POOR             NGS
 PA0230
 PA0230                          STATION DESCRIPTION
 PA0230
 PA0230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PA0230'7.7 MI E FROM HARNEY.
 PA0230'7.7 MILES EAST ALONG THE BURNS-DREWSEY ROAD FROM HARNEY, HARNEY
 PA0230'COUNTY, 0.6 MILE WEST OF A BRIDGE WHICH IS AT THE EAST END OF A LONG
 PA0230'TANGENT, 245 FEET EAST OF A SHARP U TURN IN THE SOUTH DITCH AT WHAT
 PA0230'WAS FORMERLY A DRIVEWAY INTO AN ABANDONED RANCH, 30 FEET SOUTH OF THE
 PA0230'ROAD CENTERLINE, AND 1 FOOT SOUTH OF THE FENCE.  A UNITED STATES
 PA0230'GEOLOGICAL SURVEY STANDARD CAP STAMPED 4139.967 H 1903.
 PA0230
 PA0230                          STATION RECOVERY (1943)
 PA0230
 PA0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 PA0230'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0227 ***********************************************************************
 PA0227  DESIGNATION -  4133
 PA0227  PID         -  PA0227
 PA0227  STATE/COUNTY-  OR/HARNEY
 PA0227  USGS QUAD   -  BUCHANAN (1973)
 PA0227
 PA0227                         *CURRENT SURVEY CONTROL
 PA0227  ___________________________________________________________________
 PA0227* NAD 83(1986)-  43 37 45.     (N)    118 44 19.     (W)     SCALED    
 PA0227* NAVD 88     -      1263.335  (meters)    4144.79   (feet)  ADJUSTED  
 PA0227  ___________________________________________________________________
 PA0227  GEOID HEIGHT-         -18.79  (meters)                     GEOID03
 PA0227  DYNAMIC HT  -        1262.720 (meters)    4142.77  (feet)  COMP
 PA0227  MODELED GRAV-     980,089.1   (mgal)                       NAVD 88
 PA0227
 PA0227  VERT ORDER  -  FIRST     CLASS II
 PA0227
 PA0227.The horizontal coordinates were scaled from a topographic map and have
 PA0227.an estimated accuracy of +/- 6 seconds.
 PA0227
 PA0227.The orthometric height was determined by differential leveling
 PA0227.and adjusted in June 1991.
 PA0227
 PA0227.The geoid height was determined by GEOID03.
 PA0227
 PA0227.The dynamic height is computed by dividing the NAVD 88
 PA0227.geopotential number by the normal gravity value computed on the
 PA0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0227.degrees latitude (g = 980.6199 gals.).
 PA0227
 PA0227.The modeled gravity was interpolated from observed gravity values.
 PA0227
 PA0227;                    North         East    Units  Estimated Accuracy
 PA0227;SPC OR S     -   219,500.    1,642,130.      MT  (+/- 180 meters Scaled)
 PA0227
 PA0227                          SUPERSEDED SURVEY CONTROL
 PA0227
 PA0227  NGVD 29 (??/??/92) 1262.147  (m)         4140.89   (f) ADJ UNCH    1 2
 PA0227
 PA0227.Superseded values are not recommended for survey control.
 PA0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0227.See file dsdata.txt to determine how the superseded data were derived.
 PA0227
 PA0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ597321(NAD 83)
 PA0227_MARKER: P = PIPE CAP
 PA0227_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PA0227_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PA0227_STAMPING: 4141.242 H 1903
 PA0227_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PA0227
 PA0227  HISTORY     - Date     Condition        Report By
 PA0227  HISTORY     - 1903     MONUMENTED       USGS
 PA0227  HISTORY     - 1935     GOOD             NGS
 PA0227  HISTORY     - 1943     GOOD             NGS
 PA0227
 PA0227                          STATION DESCRIPTION
 PA0227
 PA0227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PA0227'4.7 MI E FROM HARNEY.
 PA0227'4.7 MILES EAST ALONG THE BURNS-DREWSEY ROAD FROM HARNEY, HARNEY
 PA0227'COUNTY, 0.5 MILE WEST OF A BRIDGE OVER AN IRRIGATION CANAL, ABOUT 550
 PA0227'FEET NORTH OF THE ROAD, 12 FEET SOUTHEAST OF THE TRACES OF THE OLD
 PA0227'STAGE ROAD, 210 FEET SOUTH OF A PARTLY ABANDONED ROAD ALONG THE FOOT
 PA0227'OF A HILL, ABOUT 475 FEET SOUTHWEST OF THE JUNCTION OF THE OLD STAGE
 PA0227'ROAD AND THE PARTLY ABANDONED ROAD.  A UNITED STATES GEOLOGICAL SURVEY
 PA0227'STANDARD CAP STAMPED 4141.242 H 1903 AND RIVETED TO A 3 1/2 INCH IRON
 PA0227'PIPE.
 PA0227
 PA0227                          STATION RECOVERY (1943)
 PA0227
 PA0227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 PA0227'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0337 ***********************************************************************
 NZ0337  DESIGNATION -  4133.1
 NZ0337  PID         -  NZ0337
 NZ0337  STATE/COUNTY-  OR/DOUGLAS
 NZ0337  USGS QUAD   -  SUGARPINE CREEK (1989)
 NZ0337
 NZ0337                         *CURRENT SURVEY CONTROL
 NZ0337  ___________________________________________________________________
 NZ0337* NAD 83(1986)-  42 51 22.     (N)    122 44 32.     (W)     SCALED    
 NZ0337* NAVD 88     -      1260.897  (meters)    4136.79   (feet)  ADJUSTED  
 NZ0337  ___________________________________________________________________
 NZ0337  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 NZ0337  DYNAMIC HT  -        1260.433 (meters)    4135.27  (feet)  COMP
 NZ0337  MODELED GRAV-     980,205.7   (mgal)                       NAVD 88
 NZ0337
 NZ0337  VERT ORDER  -  SECOND    CLASS 0
 NZ0337
 NZ0337.The horizontal coordinates were scaled from a topographic map and have
 NZ0337.an estimated accuracy of +/- 6 seconds.
 NZ0337
 NZ0337.The orthometric height was determined by differential leveling
 NZ0337.and adjusted in June 1991.
 NZ0337
 NZ0337.The geoid height was determined by GEOID03.
 NZ0337
 NZ0337.The dynamic height is computed by dividing the NAVD 88
 NZ0337.geopotential number by the normal gravity value computed on the
 NZ0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0337.degrees latitude (g = 980.6199 gals.).
 NZ0337
 NZ0337.The modeled gravity was interpolated from observed gravity values.
 NZ0337
 NZ0337;                    North         East    Units  Estimated Accuracy
 NZ0337;SPC OR S     -   134,580.    1,316,780.      MT  (+/- 180 meters Scaled)
 NZ0337
 NZ0337                          SUPERSEDED SURVEY CONTROL
 NZ0337
 NZ0337  NGVD 29 (??/??/92) 1259.875  (m)         4133.44   (f) ADJ UNCH    2 0
 NZ0337
 NZ0337.Superseded values are not recommended for survey control.
 NZ0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0337.See file dsdata.txt to determine how the superseded data were derived.
 NZ0337
 NZ0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN210448(NAD 83)
 NZ0337_MARKER: N = NAIL
 NZ0337_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NZ0337_SP_SET: FIR TREE
 NZ0337_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0337
 NZ0337  HISTORY     - Date     Condition        Report By
 NZ0337  HISTORY     - UNK      MONUMENTED       USGS
 NZ0337  HISTORY     - 1969     GOOD             NGS
 NZ0337
 NZ0337                          STATION DESCRIPTION
 NZ0337
 NZ0337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 NZ0337'0.65 MI S FROM FAWN CAMP.
 NZ0337'0.65 MILE SOUTH OF FAWN CAMP, WHERE ROAD CURVES FROM SOUTH TO
 NZ0337'SOUTHEAST, 0.1 MILE NORTHWEST OF BENCH MARK J 501, 9 FEET EAST OF THE
 NZ0337'CENTER OF THE ROAD AND 0.5 FOOT ABOVE THE ROAD DRIVEN IN THE WEST BASE
 NZ0337'OF A 3-FOOT FIR TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0219 ***********************************************************************
 PA0219  DESIGNATION -  4138
 PA0219  PID         -  PA0219
 PA0219  STATE/COUNTY-  OR/HARNEY
 PA0219  USGS QUAD   -  DEVINE RIDGE SOUTH (1990)
 PA0219
 PA0219                         *CURRENT SURVEY CONTROL
 PA0219  ___________________________________________________________________
 PA0219* NAD 83(1986)-  43 37 42.     (N)    118 52 37.     (W)     SCALED    
 PA0219* NAVD 88     -      1264.828  (meters)    4149.69   (feet)  ADJUSTED  
 PA0219  ___________________________________________________________________
 PA0219  GEOID HEIGHT-         -18.89  (meters)                     GEOID03
 PA0219  DYNAMIC HT  -        1264.212 (meters)    4147.67  (feet)  COMP
 PA0219  MODELED GRAV-     980,089.2   (mgal)                       NAVD 88
 PA0219
 PA0219  VERT ORDER  -  FIRST     CLASS II
 PA0219
 PA0219.The horizontal coordinates were scaled from a topographic map and have
 PA0219.an estimated accuracy of +/- 6 seconds.
 PA0219
 PA0219.The orthometric height was determined by differential leveling
 PA0219.and adjusted in June 1991.
 PA0219
 PA0219.The geoid height was determined by GEOID03.
 PA0219
 PA0219.The dynamic height is computed by dividing the NAVD 88
 PA0219.geopotential number by the normal gravity value computed on the
 PA0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0219.degrees latitude (g = 980.6199 gals.).
 PA0219
 PA0219.The modeled gravity was interpolated from observed gravity values.
 PA0219
 PA0219;                    North         East    Units  Estimated Accuracy
 PA0219;SPC OR S     -   219,180.    1,630,970.      MT  (+/- 180 meters Scaled)
 PA0219
 PA0219                          SUPERSEDED SURVEY CONTROL
 PA0219
 PA0219  NGVD 29 (??/??/92) 1263.633  (m)         4145.77   (f) ADJ UNCH    1 2
 PA0219
 PA0219.Superseded values are not recommended for survey control.
 PA0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0219.See file dsdata.txt to determine how the superseded data were derived.
 PA0219
 PA0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ485323(NAD 83)
 PA0219_MARKER: P = PIPE CAP
 PA0219_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PA0219_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PA0219_STAMPING: 4146.015 4146 H 1903
 PA0219_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PA0219
 PA0219  HISTORY     - Date     Condition        Report By
 PA0219  HISTORY     - 1903     MONUMENTED       USGS
 PA0219  HISTORY     - 1935     GOOD             NGS
 PA0219  HISTORY     - 1943     GOOD             NGS
 PA0219
 PA0219                          STATION DESCRIPTION
 PA0219
 PA0219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PA0219'10.0 MI NE FROM BURNS.
 PA0219'10.0 MILES NORTHEAST ALONG THE BURNS-DREWSEY ROAD FROM BURNS, HARNEY
 PA0219'COUNTY, 3.3 MILES WEST OF HARNEY, OPPOSITE THE ABANDONED WILLIAM
 PA0219'KRZESKA RANCH HOUSE, 75 FEET EAST OF THE WELL, 45 FEET EAST OF A GATE
 PA0219'WHICH IS ON THE NORTH SIDE OF THE ROAD, 30 FEET NORTH OF THE ROAD
 PA0219'CENTERLINE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP STAMPED
 PA0219'4146.015 4146 H 1903 AND RIVETED TO A 3 1/2 INCH IRON PIPE.  NOTE--
 PA0219'10.2 MILES FROM POST OFFICE BUILDING AT BURNS.
 PA0219
 PA0219                          STATION RECOVERY (1943)
 PA0219
 PA0219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 PA0219'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0356 ***********************************************************************
 PA0356  DESIGNATION -  4138 H=A 19
 PA0356  PID         -  PA0356
 PA0356  STATE/COUNTY-  OR/HARNEY
 PA0356  USGS QUAD   -  BURNS BUTTE (1990)
 PA0356
 PA0356                         *CURRENT SURVEY CONTROL
 PA0356  ___________________________________________________________________
 PA0356* NAD 83(1986)-  43 30 20.     (N)    119 08 38.     (W)     SCALED    
 PA0356* NAVD 88     -      1264.941  (meters)    4150.06   (feet)  ADJUSTED  
 PA0356  ___________________________________________________________________
 PA0356  GEOID HEIGHT-         -19.20  (meters)                     GEOID03
 PA0356  DYNAMIC HT  -        1264.323 (meters)    4148.03  (feet)  COMP
 PA0356  MODELED GRAV-     980,087.1   (mgal)                       NAVD 88
 PA0356
 PA0356  VERT ORDER  -  FIRST     CLASS II
 PA0356
 PA0356.The horizontal coordinates were scaled from a topographic map and have
 PA0356.an estimated accuracy of +/- 6 seconds.
 PA0356
 PA0356.The orthometric height was determined by differential leveling
 PA0356.and adjusted in June 1991.
 PA0356.WARNING-Repeat measurements at this control monument indicate possible
 PA0356.vertical movement.
 PA0356
 PA0356.The geoid height was determined by GEOID03.
 PA0356
 PA0356.The dynamic height is computed by dividing the NAVD 88
 PA0356.geopotential number by the normal gravity value computed on the
 PA0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0356.degrees latitude (g = 980.6199 gals.).
 PA0356
 PA0356.The modeled gravity was interpolated from observed gravity values.
 PA0356
 PA0356;                    North         East    Units  Estimated Accuracy
 PA0356;SPC OR S     -   205,160.    1,609,650.      MT  (+/- 180 meters Scaled)
 PA0356
 PA0356                          SUPERSEDED SURVEY CONTROL
 PA0356
 PA0356  NGVD 29 (??/??/92) 1263.746  (m)         4146.14   (f) ADJ UNCH    1 2
 PA0356
 PA0356.Superseded values are not recommended for survey control.
 PA0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0356.See file dsdata.txt to determine how the superseded data were derived.
 PA0356
 PA0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ266191(NAD 83)
 PA0356_MARKER: P = PIPE CAP
 PA0356_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PA0356_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PA0356_STAMPING: 4138 H 1903
 PA0356_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PA0356
 PA0356  HISTORY     - Date     Condition        Report By
 PA0356  HISTORY     - 1903     MONUMENTED       USGS
 PA0356  HISTORY     - 1931     GOOD             NGS
 PA0356
 PA0356                          STATION DESCRIPTION
 PA0356
 PA0356'DESCRIBED BY US GEOLOGICAL SURVEY 1903
 PA0356'8.5 MI SW FROM BURNS.
 PA0356'8.5 MILES SOUTHWEST ALONG THE OLD BEND-BURNS ROAD FROM BURNS, HARNEY
 PA0356'COUNTY, 0.5 MILE SOUTH OF THE CENTRAL OREGON HIGHWAY (U.S. 20), ON THE
 PA0356'NORTH SIDE OF THE OLD BEND-BURNS ROAD, 50 FEET WEST OF THE JENKINS
 PA0356'RANCHHOUSE, 20 FEET WEST OF THE BOARD GATE TO THE YARD, AND IN THE
 PA0356'FENCE LINE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 PA0356'4138 H 1903 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE ENCASED
 PA0356'IN CONCRETE.
 PA0356
 PA0356                          STATION RECOVERY (1931)
 PA0356
 PA0356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1931
 PA0356'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0224 ***********************************************************************
 PA0224  DESIGNATION -  4147
 PA0224  PID         -  PA0224
 PA0224  STATE/COUNTY-  OR/HARNEY
 PA0224  USGS QUAD   -  HARNEY (1990)
 PA0224
 PA0224                         *CURRENT SURVEY CONTROL
 PA0224  ___________________________________________________________________
 PA0224* NAD 83(1986)-  43 38 04.     (N)    118 48 03.     (W)     SCALED    
 PA0224* NAVD 88     -      1267.483  (meters)    4158.40   (feet)  ADJUSTED  
 PA0224  ___________________________________________________________________
 PA0224  GEOID HEIGHT-         -18.81  (meters)                     GEOID03
 PA0224  DYNAMIC HT  -        1266.870 (meters)    4156.39  (feet)  COMP
 PA0224  MODELED GRAV-     980,091.9   (mgal)                       NAVD 88
 PA0224
 PA0224  VERT ORDER  -  FIRST     CLASS II
 PA0224
 PA0224.The horizontal coordinates were scaled from a topographic map and have
 PA0224.an estimated accuracy of +/- 6 seconds.
 PA0224
 PA0224.The orthometric height was determined by differential leveling
 PA0224.and adjusted in June 1991.
 PA0224
 PA0224.The geoid height was determined by GEOID03.
 PA0224
 PA0224.The dynamic height is computed by dividing the NAVD 88
 PA0224.geopotential number by the normal gravity value computed on the
 PA0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0224.degrees latitude (g = 980.6199 gals.).
 PA0224
 PA0224.The modeled gravity was interpolated from observed gravity values.
 PA0224
 PA0224;                    North         East    Units  Estimated Accuracy
 PA0224;SPC OR S     -   219,980.    1,637,100.      MT  (+/- 180 meters Scaled)
 PA0224
 PA0224                          SUPERSEDED SURVEY CONTROL
 PA0224
 PA0224  NGVD 29 (??/??/92) 1266.296  (m)         4154.51   (f) ADJ UNCH    1 2
 PA0224
 PA0224.Superseded values are not recommended for survey control.
 PA0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0224.See file dsdata.txt to determine how the superseded data were derived.
 PA0224
 PA0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ547328(NAD 83)
 PA0224_MARKER: P = PIPE CAP
 PA0224_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PA0224_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PA0224_STAMPING: 4154.817 H 1903
 PA0224_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PA0224
 PA0224  HISTORY     - Date     Condition        Report By
 PA0224  HISTORY     - 1903     MONUMENTED       USGS
 PA0224  HISTORY     - 1935     GOOD             NGS
 PA0224  HISTORY     - 1943     GOOD             NGS
 PA0224
 PA0224                          STATION DESCRIPTION
 PA0224
 PA0224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PA0224'1.6 MI E FROM HARNEY.
 PA0224'1.6 MILES EAST ALONG THE BURNS-DREWSEY ROAD FROM HARNEY, HARNEY
 PA0224'COUNTY, NEAR THE WEST END OF A TANGENT, AT A ROAD FORKING TO THE
 PA0224'SOUTHEAST, 70 FEET EAST OF THE JUNCTION OF AN OLD ROAD WITH THE
 PA0224'PRESENT, 12 FEET SOUTH OF THE OLD ROAD AND 20 FEET NORTH OF THE
 PA0224'PRESENT ROAD CENTERLINE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 PA0224'CAP STAMPED 4154.817 H 1903 AND RIVETED TO A 3 1/2 INCH IRON PIPE.
 PA0224
 PA0224                          STATION RECOVERY (1943)
 PA0224
 PA0224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 PA0224'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0360 ***********************************************************************
 PA0360  DESIGNATION -  4147 H
 PA0360  PID         -  PA0360
 PA0360  STATE/COUNTY-  OR/HARNEY
 PA0360  USGS QUAD   -  BURNS (1960)
 PA0360
 PA0360                         *CURRENT SURVEY CONTROL
 PA0360  ___________________________________________________________________
 PA0360* NAD 83(1986)-  43 33 23.     (N)    119 05 05.     (W)     SCALED    
 PA0360* NAVD 88     -      1267.664  (meters)    4158.99   (feet)  ADJUSTED  
 PA0360  ___________________________________________________________________
 PA0360  GEOID HEIGHT-         -19.11  (meters)                     GEOID03
 PA0360  DYNAMIC HT  -        1267.045 (meters)    4156.96  (feet)  COMP
 PA0360  MODELED GRAV-     980,086.8   (mgal)                       NAVD 88
 PA0360
 PA0360  VERT ORDER  -  FIRST     CLASS II
 PA0360
 PA0360.The horizontal coordinates were scaled from a topographic map and have
 PA0360.an estimated accuracy of +/- 6 seconds.
 PA0360
 PA0360.The orthometric height was determined by differential leveling
 PA0360.and adjusted in June 1991.
 PA0360
 PA0360.The geoid height was determined by GEOID03.
 PA0360
 PA0360.The dynamic height is computed by dividing the NAVD 88
 PA0360.geopotential number by the normal gravity value computed on the
 PA0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0360.degrees latitude (g = 980.6199 gals.).
 PA0360
 PA0360.The modeled gravity was interpolated from observed gravity values.
 PA0360
 PA0360;                    North         East    Units  Estimated Accuracy
 PA0360;SPC OR S     -   210,880.    1,614,340.      MT  (+/- 180 meters Scaled)
 PA0360
 PA0360                          SUPERSEDED SURVEY CONTROL
 PA0360
 PA0360  NGVD 29 (??/??/92) 1266.467  (m)         4155.07   (f) ADJ UNCH    1 2
 PA0360
 PA0360.Superseded values are not recommended for survey control.
 PA0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0360.See file dsdata.txt to determine how the superseded data were derived.
 PA0360
 PA0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ316247(NAD 83)
 PA0360_MARKER: P = PIPE CAP
 PA0360_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PA0360_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PA0360_STAMPING: 4147 H 1903
 PA0360_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PA0360
 PA0360  HISTORY     - Date     Condition        Report By
 PA0360  HISTORY     - 1903     MONUMENTED       USGS
 PA0360  HISTORY     - 1931     GOOD             NGS
 PA0360
 PA0360                          STATION DESCRIPTION
 PA0360
 PA0360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 PA0360'2.9 MI SW FROM BURNS.
 PA0360'2.9 MILES SOUTHWEST ALONG THE CENTRAL OREGON HIGHWAY (U.S. 20) FROM
 PA0360'BURNS, HARNEY COUNTY, NORTH OF THE HINES MILL, SOUTH OF A LARGE
 PA0360'DRAINAGE DITCH, 75 FEET SOUTH OF BYRD AVENUE WEST, AND 40 FEET WEST OF
 PA0360'THE CENTERLINE OF THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY
 PA0360'STANDARD CAP, STAMPED 4147 H 1903 AND RIVETED ON THE TOP OF A
 PA0360'3-1/2-INCH IRON PIPE ENCASED IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0515 ***********************************************************************
 NY0515  DESIGNATION -  4157
 NY0515  PID         -  NY0515
 NY0515  STATE/COUNTY-  OR/KLAMATH
 NY0515  USGS QUAD   -  FORT KLAMATH (1985)
 NY0515
 NY0515                         *CURRENT SURVEY CONTROL
 NY0515  ___________________________________________________________________
 NY0515* NAD 83(1986)-  42 38 37.     (N)    121 56 44.     (W)     SCALED    
 NY0515* NAVD 88     -      1268.311  (meters)    4161.12   (feet)  ADJUSTED  
 NY0515  ___________________________________________________________________
 NY0515  GEOID HEIGHT-         -22.42  (meters)                     GEOID03
 NY0515  DYNAMIC HT  -        1267.533 (meters)    4158.56  (feet)  COMP
 NY0515  MODELED GRAV-     979,965.2   (mgal)                       NAVD 88
 NY0515
 NY0515  VERT ORDER  -  FIRST     CLASS II
 NY0515
 NY0515.The horizontal coordinates were scaled from a topographic map and have
 NY0515.an estimated accuracy of +/- 6 seconds.
 NY0515
 NY0515.The orthometric height was determined by differential leveling
 NY0515.and adjusted in June 1991.
 NY0515
 NY0515.The geoid height was determined by GEOID03.
 NY0515
 NY0515.The dynamic height is computed by dividing the NAVD 88
 NY0515.geopotential number by the normal gravity value computed on the
 NY0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0515.degrees latitude (g = 980.6199 gals.).
 NY0515
 NY0515.The modeled gravity was interpolated from observed gravity values.
 NY0515
 NY0515;                    North         East    Units  Estimated Accuracy
 NY0515;SPC OR S     -   109,550.    1,381,460.      MT  (+/- 180 meters Scaled)
 NY0515
 NY0515                          SUPERSEDED SURVEY CONTROL
 NY0515
 NY0515  NGVD 29 (??/??/92) 1267.120  (m)         4157.21   (f) ADJ UNCH    1 2
 NY0515
 NY0515.Superseded values are not recommended for survey control.
 NY0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0515.See file dsdata.txt to determine how the superseded data were derived.
 NY0515
 NY0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN864217(NAD 83)
 NY0515_MARKER: DD = SURVEY DISK
 NY0515_SETTING: 80 = SET IN A BOULDER
 NY0515_SP_SET: BOULDER
 NY0515_STAMPING: 4156.947 BBR 1908
 NY0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0515+STABILITY: SURFACE MOTION
 NY0515
 NY0515  HISTORY     - Date     Condition        Report By
 NY0515  HISTORY     - 1908     MONUMENTED       USGS
 NY0515  HISTORY     - 1954     GOOD             NGS
 NY0515  HISTORY     - 19880701 MARK NOT FOUND   NGS
 NY0515
 NY0515                          STATION DESCRIPTION
 NY0515
 NY0515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NY0515'1.7 MI N FROM KLAMATH AGENCY.
 NY0515'1.7 MILES NORTH ALONG STATE HIGHWAY 62 FROM THE AGENCY OFFICE AT
 NY0515'KLAMATH AGENCY, AT THE JUNCTION OF A ROAD LEADING NORTHEAST TO THE
 NY0515'KLAMATH STATE FISH HATCHERY, SET VERTICALLY IN THE WEST FACE OF A 4-
 NY0515'BY 4-FOOT BOULDER (NORTH ONE OF TWO BOULDERS) PROJECTING 2 1/2 FEET
 NY0515'ABOVE THE GROUND, ABOUT 110 YARDS SOUTHEAST OF THE SOUTH END OF THE
 NY0515'EAST CONCRETE RAILING OF THE BRIDGE OVER CROOKED CREEK, 242 FEET EAST
 NY0515'OF THE CENTER LINE OF THE HIGHWAY, 97 FEET SOUTH OF THE APPROXIMATE
 NY0515'CENTER OF A CURVE IN THE OLD ROAD TO THE FISH HATCHERY, 45 FEET EAST
 NY0515'OF A LONE 34-INCH PINE TREE ON THE TOP OF A SMALL DIRT MOUND, 0.8 FOOT
 NY0515'ABOVE THE GROUND, AND ABOUT LEVEL WITH THE HIGHWAY.  NOTE-- A LARGE
 NY0515'PIECE OF THE TOP OF THE DISK HAS BEEN BROKEN OFF BUT THE BENCH MARK
 NY0515'APPEARS TO BE STABLE.
 NY0515
 NY0515                          STATION RECOVERY (1988)
 NY0515
 NY0515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 NY0515'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0358 ***********************************************************************
 PA0358  DESIGNATION -  4160 H
 PA0358  PID         -  PA0358
 PA0358  STATE/COUNTY-  OR/HARNEY
 PA0358  USGS QUAD   -  BURNS (1960)
 PA0358
 PA0358                         *CURRENT SURVEY CONTROL
 PA0358  ___________________________________________________________________
 PA0358* NAD 83(1986)-  43 31 11.     (N)    119 05 59.     (W)     SCALED    
 PA0358* NAVD 88     -      1271.518  (meters)    4171.64   (feet)  ADJUSTED  
 PA0358  ___________________________________________________________________
 PA0358  GEOID HEIGHT-         -19.19  (meters)                     GEOID03
 PA0358  DYNAMIC HT  -        1270.894 (meters)    4169.59  (feet)  COMP
 PA0358  MODELED GRAV-     980,084.4   (mgal)                       NAVD 88
 PA0358
 PA0358  VERT ORDER  -  FIRST     CLASS II
 PA0358
 PA0358.The horizontal coordinates were scaled from a topographic map and have
 PA0358.an estimated accuracy of +/- 6 seconds.
 PA0358
 PA0358.The orthometric height was determined by differential leveling
 PA0358.and adjusted in June 1991.
 PA0358.WARNING-Repeat measurements at this control monument indicate possible
 PA0358.vertical movement.
 PA0358
 PA0358.The geoid height was determined by GEOID03.
 PA0358
 PA0358.The dynamic height is computed by dividing the NAVD 88
 PA0358.geopotential number by the normal gravity value computed on the
 PA0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0358.degrees latitude (g = 980.6199 gals.).
 PA0358
 PA0358.The modeled gravity was interpolated from observed gravity values.
 PA0358
 PA0358;                    North         East    Units  Estimated Accuracy
 PA0358;SPC OR S     -   206,790.    1,613,200.      MT  (+/- 180 meters Scaled)
 PA0358
 PA0358                          SUPERSEDED SURVEY CONTROL
 PA0358
 PA0358  NGVD 29 (??/??/92) 1270.319  (m)         4167.70   (f) ADJ UNCH    1 2
 PA0358
 PA0358.Superseded values are not recommended for survey control.
 PA0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0358.See file dsdata.txt to determine how the superseded data were derived.
 PA0358
 PA0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ303206(NAD 83)
 PA0358_MARKER: P = PIPE CAP
 PA0358_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PA0358_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PA0358_STAMPING: 4160 H 1903
 PA0358_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PA0358_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PA0358+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2005
 PA0358
 PA0358  HISTORY     - Date     Condition        Report By
 PA0358  HISTORY     - 1903     MONUMENTED       USGS
 PA0358  HISTORY     - 1931     GOOD             NGS
 PA0358  HISTORY     - 20050414 GOOD             ORBITE
 PA0358
 PA0358                          STATION DESCRIPTION
 PA0358
 PA0358'DESCRIBED BY US GEOLOGICAL SURVEY 1903
 PA0358'6 MI SW FROM BURNS.
 PA0358'ABOUT 6 MILES SOUTHWEST ALONG THE CENTRAL OREGON HIGHWAY (U.S. 20)
 PA0358'FROM BURNS, HARNEY COUNTY, AT THE BEGINNING OF THE ASCENT FROM THE
 PA0358'FLOOR OF THE VALLEY, 75 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 PA0358'AND 40 FEET SOUTHEAST OF A FENCE CORNER.  A UNITED STATES GEOLOGICAL
 PA0358'SURVEY STANDARD CAP, STAMPED 4160 H 1903 AND RIVETED ON THE TOP OF A
 PA0358'3-1/2-INCH IRON PIPE ENCASED IN CONCRETE.
 PA0358
 PA0358                          STATION RECOVERY (1931)
 PA0358
 PA0358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1931
 PA0358'RECOVERED IN GOOD CONDITION.
 PA0358
 PA0358                          STATION RECOVERY (2005)
 PA0358
 PA0358'RECOVERY NOTE BY ORBITECH INC 2005 (SHG)
 PA0358'PIPE IS SOLID, BUT LEANING TO THE WEST AND IS 12 INCHES ABOVE GROUND
 PA0358'LEVEL. US HIGHWAY 20 HAS BEEN RELOCATED AND THE OLD HIGHWAY IS NOW A
 PA0358'DRIVEWAY AND THE DISTANCES ARE CHANGED AS FOLLOWS, 66 FEET TO THE
 PA0358'FENCE CORNER AND 60 FEET TO THE CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1431 ***********************************************************************
 RC1431  DESIGNATION -  4160.58
 RC1431  PID         -  RC1431
 RC1431  STATE/COUNTY-  OR/HOOD RIVER
 RC1431  USGS QUAD   -  BADGER LAKE (1996)
 RC1431
 RC1431                         *CURRENT SURVEY CONTROL
 RC1431  ___________________________________________________________________
 RC1431* NAD 83(1986)-  45 19 15.     (N)    121 36 36.     (W)     SCALED    
 RC1431* NAVD 88     -      1270.002  (meters)    4166.66   (feet)  ADJUSTED  
 RC1431  ___________________________________________________________________
 RC1431  GEOID HEIGHT-         -20.58  (meters)                     GEOID03
 RC1431  DYNAMIC HT  -        1269.647 (meters)    4165.50  (feet)  COMP
 RC1431  MODELED GRAV-     980,292.5   (mgal)                       NAVD 88
 RC1431
 RC1431  VERT ORDER  -  SECOND    CLASS 0
 RC1431
 RC1431.The horizontal coordinates were scaled from a topographic map and have
 RC1431.an estimated accuracy of +/- 6 seconds.
 RC1431
 RC1431.The orthometric height was determined by differential leveling
 RC1431.and adjusted in June 1991.
 RC1431
 RC1431.The geoid height was determined by GEOID03.
 RC1431
 RC1431.The dynamic height is computed by dividing the NAVD 88
 RC1431.geopotential number by the normal gravity value computed on the
 RC1431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1431.degrees latitude (g = 980.6199 gals.).
 RC1431
 RC1431.The modeled gravity was interpolated from observed gravity values.
 RC1431
 RC1431;                    North         East    Units  Estimated Accuracy
 RC1431;SPC OR N     -   184,410.    2,412,980.      MT  (+/- 180 meters Scaled)
 RC1431
 RC1431                          SUPERSEDED SURVEY CONTROL
 RC1431
 RC1431  NGVD 29 (??/??/92) 1268.838  (m)         4162.85   (f) ADJ UNCH    2 0
 RC1431
 RC1431.Superseded values are not recommended for survey control.
 RC1431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1431.See file dsdata.txt to determine how the superseded data were derived.
 RC1431
 RC1431_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR089195(NAD 83)
 RC1431_MARKER: Q = CHISELED SQUARE
 RC1431_SETTING: 80 = SET IN A BOULDER
 RC1431_SP_SET: BOULDER
 RC1431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1431+STABILITY: SURFACE MOTION
 RC1431
 RC1431  HISTORY     - Date     Condition        Report By
 RC1431  HISTORY     - UNK      MONUMENTED       ORDT
 RC1431  HISTORY     - 1961     GOOD             NGS
 RC1431
 RC1431                          STATION DESCRIPTION
 RC1431
 RC1431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RC1431'12.7 MI NE FROM GOVERNMENT CAMP.
 RC1431'REACHED FROM THE PASS AT GOVERNMENT CAMP GO SOUTHEAST ON U.S. HIGHWAY
 RC1431'26 FOR 2.5 MILES TO THE HIGHWAY JUNCTION WITH STATE HIGHWAY 35, KEEP
 RC1431'LEFT NORTHEAST ON STATE HIGHWAY 35 FOR 10.2 MILES TO THE CONCRETE
 RC1431'BRIDGE OVER CLARK CREEK, LOCATED 90 FEET SOUTHWEST OF THE BRIDGE, 12
 RC1431'FEET SOUTH OF THE CENTER LINE OF THE BRIDGE, AND ON A PROMINENT
 RC1431'BOULDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0222 ***********************************************************************
 PA0222  DESIGNATION -  4161
 PA0222  PID         -  PA0222
 PA0222  STATE/COUNTY-  OR/HARNEY
 PA0222  USGS QUAD   -  HARNEY (1990)
 PA0222
 PA0222                         *CURRENT SURVEY CONTROL
 PA0222  ___________________________________________________________________
 PA0222* NAD 83(1986)-  43 38 34.     (N)    118 49 24.     (W)     SCALED    
 PA0222* NAVD 88     -      1272.002  (meters)    4173.23   (feet)  ADJUSTED  
 PA0222  ___________________________________________________________________
 PA0222  GEOID HEIGHT-         -18.80  (meters)                     GEOID03
 PA0222  DYNAMIC HT  -        1271.385 (meters)    4171.20  (feet)  COMP
 PA0222  MODELED GRAV-     980,090.3   (mgal)                       NAVD 88
 PA0222
 PA0222  VERT ORDER  -  FIRST     CLASS II
 PA0222
 PA0222.The horizontal coordinates were scaled from a topographic map and have
 PA0222.an estimated accuracy of +/- 6 seconds.
 PA0222
 PA0222.The orthometric height was determined by differential leveling
 PA0222.and adjusted in June 1991.
 PA0222
 PA0222.The geoid height was determined by GEOID03.
 PA0222
 PA0222.The dynamic height is computed by dividing the NAVD 88
 PA0222.geopotential number by the normal gravity value computed on the
 PA0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0222.degrees latitude (g = 980.6199 gals.).
 PA0222
 PA0222.The modeled gravity was interpolated from observed gravity values.
 PA0222
 PA0222;                    North         East    Units  Estimated Accuracy
 PA0222;SPC OR S     -   220,870.    1,635,270.      MT  (+/- 180 meters Scaled)
 PA0222
 PA0222                          SUPERSEDED SURVEY CONTROL
 PA0222
 PA0222  NGVD 29 (??/??/92) 1270.810  (m)         4169.32   (f) ADJ UNCH    1 2
 PA0222
 PA0222.Superseded values are not recommended for survey control.
 PA0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0222.See file dsdata.txt to determine how the superseded data were derived.
 PA0222
 PA0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ529338(NAD 83)
 PA0222_MARKER: P = PIPE CAP
 PA0222_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PA0222_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PA0222_STAMPING: 4169.605 H 1903
 PA0222_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PA0222
 PA0222  HISTORY     - Date     Condition        Report By
 PA0222  HISTORY     - 1903     MONUMENTED       USGS
 PA0222  HISTORY     - 1943     GOOD             NGS
 PA0222
 PA0222                          STATION DESCRIPTION
 PA0222
 PA0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PA0222'IN HARNEY.
 PA0222'THIS MARK IS LOCATED AT HARNEY, 2 BLOCKS NORTH OF THE HARNEY-BUCHANAN
 PA0222'ROAD, 208 FEET SOUTHWEST OF AN INCLOSED WELL TOWER, 57 FEET SOUTH OF
 PA0222'THE CENTERLINE OF A DIRT STREET RUNNING EAST AND WEST, 47 FEET WEST OF
 PA0222'A DIRT STREET RUNNING NORTH AND SOUTH, 222 FEET WEST OF A LOW STONE
 PA0222'BUILDING, AND 4.6 FEET NORTHWEST OF A REFERENCE POST.  NOTE-- RESET IN
 PA0222'CONCRETE NOVEMBER 1943.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1360 ***********************************************************************
 RC1360  DESIGNATION -  4171
 RC1360  PID         -  RC1360
 RC1360  STATE/COUNTY-  OR/CLACKAMAS
 RC1360  USGS QUAD   -  MOUNT WILSON (1996)
 RC1360
 RC1360                         *CURRENT SURVEY CONTROL
 RC1360  ___________________________________________________________________
 RC1360* NAD 83(1986)-  45 01 59.     (N)    121 44 28.     (W)     SCALED    
 RC1360* NAVD 88     -      1272.807  (meters)    4175.87   (feet)  ADJUSTED  
 RC1360  ___________________________________________________________________
 RC1360  GEOID HEIGHT-         -21.02  (meters)                     GEOID03
 RC1360  DYNAMIC HT  -        1272.422 (meters)    4174.60  (feet)  COMP
 RC1360  MODELED GRAV-     980,269.1   (mgal)                       NAVD 88
 RC1360
 RC1360  VERT ORDER  -  SECOND    CLASS 0
 RC1360
 RC1360.The horizontal coordinates were scaled from a topographic map and have
 RC1360.an estimated accuracy of +/- 6 seconds.
 RC1360
 RC1360.The orthometric height was determined by differential leveling
 RC1360.and adjusted in June 1991.
 RC1360
 RC1360.The geoid height was determined by GEOID03.
 RC1360
 RC1360.The dynamic height is computed by dividing the NAVD 88
 RC1360.geopotential number by the normal gravity value computed on the
 RC1360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1360.degrees latitude (g = 980.6199 gals.).
 RC1360
 RC1360.The modeled gravity was interpolated from observed gravity values.
 RC1360
 RC1360;                    North         East    Units  Estimated Accuracy
 RC1360;SPC OR N     -   152,590.    2,402,210.      MT  (+/- 180 meters Scaled)
 RC1360
 RC1360                          SUPERSEDED SURVEY CONTROL
 RC1360
 RC1360  NGVD 29 (??/??/92) 1271.656  (m)         4172.09   (f) ADJ UNCH    2 0
 RC1360
 RC1360.Superseded values are not recommended for survey control.
 RC1360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1360.See file dsdata.txt to determine how the superseded data were derived.
 RC1360
 RC1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ991873(NAD 83)
 RC1360_MARKER: DD = SURVEY DISK
 RC1360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC1360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC1360_STAMPING: 4171
 RC1360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1360+STABILITY: SURFACE MOTION
 RC1360
 RC1360  HISTORY     - Date     Condition        Report By
 RC1360  HISTORY     - UNK      MONUMENTED       USGS
 RC1360  HISTORY     - 1942     GOOD             NGS
 RC1360
 RC1360                          STATION DESCRIPTION
 RC1360
 RC1360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 RC1360'5.4 MI S FROM CLACKAMAS RANGER STATION.
 RC1360'ALONG THE OREGON SKYLINE ROAD, 63 FEET NORTH OF WASCO AND CLACKAMAS
 RC1360'COUNTY LINE, 25 FEET WEST OF CENTER LINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0614 ***********************************************************************
 RA0614  DESIGNATION -  4171
 RA0614  PID         -  RA0614
 RA0614  STATE/COUNTY-  OR/WALLOWA
 RA0614  USGS QUAD   -  FLORA (1967)
 RA0614
 RA0614                         *CURRENT SURVEY CONTROL
 RA0614  ___________________________________________________________________
 RA0614* NAD 83(1986)-  45 55 36.     (N)    117 21 15.     (W)     SCALED    
 RA0614* NAVD 88     -      1272.579  (meters)    4175.12   (feet)  ADJUSTED  
 RA0614  ___________________________________________________________________
 RA0614  GEOID HEIGHT-         -17.36  (meters)                     GEOID03
 RA0614  DYNAMIC HT  -        1272.278 (meters)    4174.13  (feet)  COMP
 RA0614  MODELED GRAV-     980,333.9   (mgal)                       NAVD 88
 RA0614
 RA0614  VERT ORDER  -  SECOND    CLASS 0
 RA0614
 RA0614.The horizontal coordinates were scaled from a topographic map and have
 RA0614.an estimated accuracy of +/- 6 seconds.
 RA0614
 RA0614.The orthometric height was determined by differential leveling
 RA0614.and adjusted in June 1991.
 RA0614
 RA0614.The geoid height was determined by GEOID03.
 RA0614
 RA0614.The dynamic height is computed by dividing the NAVD 88
 RA0614.geopotential number by the normal gravity value computed on the
 RA0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0614.degrees latitude (g = 980.6199 gals.).
 RA0614
 RA0614.The modeled gravity was interpolated from observed gravity values.
 RA0614
 RA0614;                    North         East    Units  Estimated Accuracy
 RA0614;SPC OR N     -   255,890.    2,743,940.      MT  (+/- 180 meters Scaled)
 RA0614
 RA0614                          SUPERSEDED SURVEY CONTROL
 RA0614
 RA0614  NGVD 29 (??/??/92) 1271.436  (m)         4171.37   (f) ADJ UNCH    2 0
 RA0614
 RA0614.Superseded values are not recommended for survey control.
 RA0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0614.See file dsdata.txt to determine how the superseded data were derived.
 RA0614
 RA0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML725859(NAD 83)
 RA0614_MARKER: DD = SURVEY DISK
 RA0614_SETTING: 80 = SET IN A BOULDER
 RA0614_SP_SET: BOULDER
 RA0614_STAMPING: 4171 1936
 RA0614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0614+STABILITY: SURFACE MOTION
 RA0614
 RA0614  HISTORY     - Date     Condition        Report By
 RA0614  HISTORY     - 1936     MONUMENTED       USFS
 RA0614  HISTORY     - 1945     GOOD             NGS
 RA0614
 RA0614                          STATION DESCRIPTION
 RA0614
 RA0614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 RA0614'3.3 MI NW FROM FLORA.
 RA0614'3.3 MILES NORTHWEST OF THE FLORA POST OFFICE, ALONG THE TROY-FLORA
 RA0614'ROAD, 114 FEET EAST OF THE CENTER LINES OF THE TROY-FLORA ROAD AND THE
 RA0614'LOST PRARIE ROAD, 49 FEET SOUTHEAST OF A 24 INCH BLAZED PINE TREE, AND
 RA0614'19 FEET EAST OF THE FENCE LINE.  A BRONZE DISK, SET IN A DRILL HOLE IN
 RA0614'THE TOP OF A BOULDER 10 INCHES ABOVE THE SURFACE OF THE GROUND. 1.2
 RA0614'FEET WEST OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1361 ***********************************************************************
 RC1361  DESIGNATION -  4172
 RC1361  PID         -  RC1361
 RC1361  STATE/COUNTY-  OR/CLACKAMAS
 RC1361  USGS QUAD   -  MOUNT WILSON (1996)
 RC1361
 RC1361                         *CURRENT SURVEY CONTROL
 RC1361  ___________________________________________________________________
 RC1361* NAD 83(1986)-  45 02 00.     (N)    121 44 29.     (W)     SCALED    
 RC1361* NAVD 88     -      1272.805  (meters)    4175.86   (feet)  ADJUSTED  
 RC1361  ___________________________________________________________________
 RC1361  GEOID HEIGHT-         -21.02  (meters)                     GEOID03
 RC1361  DYNAMIC HT  -        1272.419 (meters)    4174.59  (feet)  COMP
 RC1361  MODELED GRAV-     980,268.9   (mgal)                       NAVD 88
 RC1361
 RC1361  VERT ORDER  -  SECOND    CLASS 0
 RC1361
 RC1361.The horizontal coordinates were scaled from a topographic map and have
 RC1361.an estimated accuracy of +/- 6 seconds.
 RC1361
 RC1361.The orthometric height was determined by differential leveling
 RC1361.and adjusted in June 1991.
 RC1361
 RC1361.The geoid height was determined by GEOID03.
 RC1361
 RC1361.The dynamic height is computed by dividing the NAVD 88
 RC1361.geopotential number by the normal gravity value computed on the
 RC1361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1361.degrees latitude (g = 980.6199 gals.).
 RC1361
 RC1361.The modeled gravity was interpolated from observed gravity values.
 RC1361
 RC1361;                    North         East    Units  Estimated Accuracy
 RC1361;SPC OR N     -   152,620.    2,402,190.      MT  (+/- 180 meters Scaled)
 RC1361
 RC1361                          SUPERSEDED SURVEY CONTROL
 RC1361
 RC1361  NGVD 29 (??/??/92) 1271.653  (m)         4172.08   (f) ADJ UNCH    2 0
 RC1361
 RC1361.Superseded values are not recommended for survey control.
 RC1361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1361.See file dsdata.txt to determine how the superseded data were derived.
 RC1361
 RC1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ991874(NAD 83)
 RC1361_MARKER: N = NAIL
 RC1361_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RC1361_SP_SET: BASE
 RC1361_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC1361
 RC1361  HISTORY     - Date     Condition        Report By
 RC1361  HISTORY     - UNK      MONUMENTED       USGS
 RC1361  HISTORY     - 1942     GOOD             NGS
 RC1361
 RC1361                          STATION DESCRIPTION
 RC1361
 RC1361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 RC1361'5.4 MI S FROM CLACKAMAS RANGER STATION.
 RC1361'ALONG THE OREGON SKYLINE ROAD, 77 FEET NORTH OF WASCO AND CLACKAMAS
 RC1361'COUNTY LINE, 30 FEET WEST OF CENTER LINE OF ROAD, IN THE BASE OF THE
 RC1361'SOUTH SIDE OF A 24-INCH HEMLOCK TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0613 ***********************************************************************
 RA0613  DESIGNATION -  4172
 RA0613  PID         -  RA0613
 RA0613  STATE/COUNTY-  OR/WALLOWA
 RA0613  USGS QUAD   -  FLORA (1967)
 RA0613
 RA0613                         *CURRENT SURVEY CONTROL
 RA0613  ___________________________________________________________________
 RA0613* NAD 83(1986)-  45 55 37.     (N)    117 21 35.     (W)     SCALED    
 RA0613* NAVD 88     -      1272.362  (meters)    4174.41   (feet)  ADJUSTED  
 RA0613  ___________________________________________________________________
 RA0613  GEOID HEIGHT-         -17.38  (meters)                     GEOID03
 RA0613  DYNAMIC HT  -        1272.070 (meters)    4173.45  (feet)  COMP
 RA0613  MODELED GRAV-     980,341.1   (mgal)                       NAVD 88
 RA0613
 RA0613  VERT ORDER  -  SECOND    CLASS 0
 RA0613
 RA0613.The horizontal coordinates were scaled from a topographic map and have
 RA0613.an estimated accuracy of +/- 6 seconds.
 RA0613
 RA0613.The orthometric height was determined by differential leveling
 RA0613.and adjusted in June 1991.
 RA0613
 RA0613.The geoid height was determined by GEOID03.
 RA0613
 RA0613.The dynamic height is computed by dividing the NAVD 88
 RA0613.geopotential number by the normal gravity value computed on the
 RA0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0613.degrees latitude (g = 980.6199 gals.).
 RA0613
 RA0613.The modeled gravity was interpolated from observed gravity values.
 RA0613
 RA0613;                    North         East    Units  Estimated Accuracy
 RA0613;SPC OR N     -   255,910.    2,743,510.      MT  (+/- 180 meters Scaled)
 RA0613
 RA0613                          SUPERSEDED SURVEY CONTROL
 RA0613
 RA0613  NGVD 29 (??/??/92) 1271.228  (m)         4170.69   (f) ADJ UNCH    2 0
 RA0613
 RA0613.Superseded values are not recommended for survey control.
 RA0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0613.See file dsdata.txt to determine how the superseded data were derived.
 RA0613
 RA0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML721859(NAD 83)
 RA0613_MARKER: S = SPIKE
 RA0613_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RA0613_SP_SET: PINE TREE
 RA0613_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RA0613
 RA0613  HISTORY     - Date     Condition        Report By
 RA0613  HISTORY     - UNK      MONUMENTED       USFS
 RA0613  HISTORY     - 1945     GOOD             NGS
 RA0613
 RA0613                          STATION DESCRIPTION
 RA0613
 RA0613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 RA0613'3.6 MI NW FROM FLORA.
 RA0613'3.6 MILES NORTHWEST OF THE FLORA POST OFFICE, ALONG THE TROY-FLORA
 RA0613'ROAD, 170 FEET NORTHEAST OF B.M.H 8,14.6 FEET EAST OF THE FENCE LINE,
 RA0613'13 FEET WEST OF THE CENTER LINE OF THE ROAD.  A TRACK SPIKE DRIVEN IN
 RA0613'THE EAST BASE OF A 30 INCH BLAZED PINE TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0236 ***********************************************************************
 PA0236  DESIGNATION -  4174
 PA0236  PID         -  PA0236
 PA0236  STATE/COUNTY-  OR/HARNEY
 PA0236  USGS QUAD   -  BUCHANAN (1973)
 PA0236
 PA0236                         *CURRENT SURVEY CONTROL
 PA0236  ___________________________________________________________________
 PA0236* NAD 83(1986)-  43 38 03.     (N)    118 37 56.     (W)     SCALED    
 PA0236* NAVD 88     -      1275.710  (meters)    4185.39   (feet)  ADJUSTED  
 PA0236  ___________________________________________________________________
 PA0236  GEOID HEIGHT-         -18.65  (meters)                     GEOID03
 PA0236  DYNAMIC HT  -        1275.089 (meters)    4183.35  (feet)  COMP
 PA0236  MODELED GRAV-     980,087.7   (mgal)                       NAVD 88
 PA0236
 PA0236  VERT ORDER  -  FIRST     CLASS II
 PA0236
 PA0236.The horizontal coordinates were scaled from a topographic map and have
 PA0236.an estimated accuracy of +/- 6 seconds.
 PA0236
 PA0236.The orthometric height was determined by differential leveling
 PA0236.and adjusted in June 1991.
 PA0236
 PA0236.The geoid height was determined by GEOID03.
 PA0236
 PA0236.The dynamic height is computed by dividing the NAVD 88
 PA0236.geopotential number by the normal gravity value computed on the
 PA0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0236.degrees latitude (g = 980.6199 gals.).
 PA0236
 PA0236.The modeled gravity was interpolated from observed gravity values.
 PA0236
 PA0236;                    North         East    Units  Estimated Accuracy
 PA0236;SPC OR S     -   220,240.    1,650,700.      MT  (+/- 180 meters Scaled)
 PA0236
 PA0236                          SUPERSEDED SURVEY CONTROL
 PA0236
 PA0236  NGVD 29 (??/??/92) 1274.524  (m)         4181.50   (f) ADJ UNCH    1 2
 PA0236
 PA0236.Superseded values are not recommended for survey control.
 PA0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0236.See file dsdata.txt to determine how the superseded data were derived.
 PA0236
 PA0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ683325(NAD 83)
 PA0236_MARKER: P = PIPE CAP
 PA0236_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PA0236_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PA0236_STAMPING: 4181.937 H 1903
 PA0236_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PA0236
 PA0236  HISTORY     - Date     Condition        Report By
 PA0236  HISTORY     - 1903     MONUMENTED       USGS
 PA0236  HISTORY     - 1935     GOOD             NGS
 PA0236  HISTORY     - 1943     GOOD             NGS
 PA0236
 PA0236                          STATION DESCRIPTION
 PA0236
 PA0236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PA0236'11.8 MI E FROM HARNEY.
 PA0236'11.8 MILES EAST ALONG THE BURNS-DREWSEY ROAD FROM HARNEY, HARNEY
 PA0236'COUNTY, 0.3 MILE SOUTH OF THE BUCHANAN HOUSE, ABOUT 800 FEET WEST OF
 PA0236'THE ROAD AT A STREAM CROSSING, ABOUT 475 FEET SOUTHWEST OF A SMALL
 PA0236'UNPLOWED KNOLL, IN A SMALL SWALE, 50 FEET NORTH OF THE NORTH EDGE OF
 PA0236'AN UNPLOWED AREA, IN LINE WITH A SMALL DEPRESSION RUNNING TOWARD THE
 PA0236'SOUTHWEST.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP STAMPED
 PA0236'4181.937 H 1903 AND RIVETED TO A 3 1/2 INCH IRON PIPE.  NOTE-- MARK IS
 PA0236'0.1 MILE NE FROM Z 242 THEN 0.25 MILE SE OF US HWY 20.
 PA0236
 PA0236                          STATION RECOVERY (1943)
 PA0236
 PA0236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 PA0236'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0239 ***********************************************************************
 PB0239  DESIGNATION -  4181
 PB0239  PID         -  PB0239
 PB0239  STATE/COUNTY-  OR/DESCHUTES
 PB0239  USGS QUAD   -  ANNS BUTTE (1981)
 PB0239
 PB0239                         *CURRENT SURVEY CONTROL
 PB0239  ___________________________________________________________________
 PB0239* NAD 83(1986)-  43 49 09.     (N)    121 26 38.     (W)     SCALED    
 PB0239* NAVD 88     -      1275.82   (+/-2cm)    4185.8    (feet)  VERTCON   
 PB0239  ___________________________________________________________________
 PB0239  GEOID HEIGHT-         -20.73  (meters)                     GEOID03
 PB0239  VERT ORDER  -  ? (See Below)
 PB0239
 PB0239.The horizontal coordinates were scaled from a topographic map and have
 PB0239.an estimated accuracy of +/- 6 seconds.
 PB0239
 PB0239.The NAVD 88 height was computed by applying the VERTCON shift value to
 PB0239.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PB0239.The vertical order pertains to the NGVD 29 superseded value.
 PB0239
 PB0239.The geoid height was determined by GEOID03.
 PB0239
 PB0239;                    North         East    Units  Estimated Accuracy
 PB0239;SPC OR S     -   239,540.    1,424,070.      MT  (+/- 180 meters Scaled)
 PB0239
 PB0239                          SUPERSEDED SURVEY CONTROL
 PB0239
 PB0239  NGVD 29 (??/??/92) 1274.612  (m)         4181.79   (f) ADJ UNCH    ?  
 PB0239
 PB0239.Superseded values are not recommended for survey control.
 PB0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0239.See file dsdata.txt to determine how the superseded data were derived.
 PB0239
 PB0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP251529(NAD 83)
 PB0239_MARKER: N = NAIL
 PB0239_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PB0239_SP_SET: TREE
 PB0239_STAMPING: OT BM 4180.91
 PB0239_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PB0239
 PB0239  HISTORY     - Date     Condition        Report By
 PB0239  HISTORY     - UNK      MONUMENTED       LOCENG
 PB0239  HISTORY     - 1934     GOOD             NGS
 PB0239
 PB0239                          STATION DESCRIPTION
 PB0239
 PB0239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PB0239'10.5 MI N FROM LAPINE.
 PB0239'10.5 MILES NORTH ALONG THE OLD RIVER ROAD FROM LAPINE, DESCHUTES
 PB0239'COUNTY, ABOUT 2 MILES SOUTH OF THE VANDEVERT RANCH, ON THE WEST SIDE
 PB0239'OF THE ROAD, NEAR SOME SMALL BUILDINGS USED FOR LOGGING OPERATIONS,
 PB0239'AND IN THE BASE OF A PINE TREE MARKED WITH A BLAZE AND INSCRIBED OT BM
 PB0239'4180.91.  A NAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0952 ***********************************************************************
 QE0952  DESIGNATION -  419
 QE0952  PID         -  QE0952
 QE0952  STATE/COUNTY-  OR/LANE
 QE0952  USGS QUAD   -  NOTI (1984)
 QE0952
 QE0952                         *CURRENT SURVEY CONTROL
 QE0952  ___________________________________________________________________
 QE0952* NAD 83(1986)-  44 03 11.     (N)    123 26 13.     (W)     SCALED    
 QE0952* NAVD 88     -       129.166  (meters)     423.77   (feet)  ADJUSTED  
 QE0952  ___________________________________________________________________
 QE0952  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 QE0952  DYNAMIC HT  -         129.152 (meters)     423.73  (feet)  COMP
 QE0952  MODELED GRAV-     980,511.1   (mgal)                       NAVD 88
 QE0952
 QE0952  VERT ORDER  -  SECOND    CLASS 0
 QE0952
 QE0952.The horizontal coordinates were scaled from a topographic map and have
 QE0952.an estimated accuracy of +/- 6 seconds.
 QE0952
 QE0952.The orthometric height was determined by differential leveling
 QE0952.and adjusted in June 1991.
 QE0952
 QE0952.The geoid height was determined by GEOID03.
 QE0952
 QE0952.The dynamic height is computed by dividing the NAVD 88
 QE0952.geopotential number by the normal gravity value computed on the
 QE0952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0952.degrees latitude (g = 980.6199 gals.).
 QE0952
 QE0952.The modeled gravity was interpolated from observed gravity values.
 QE0952
 QE0952;                    North         East    Units  Estimated Accuracy
 QE0952;SPC OR S     -   269,230.    1,264,690.      MT  (+/- 180 meters Scaled)
 QE0952
 QE0952                          SUPERSEDED SURVEY CONTROL
 QE0952
 QE0952  NGVD 29 (??/??/92)  128.058  (m)          420.14   (f) ADJ UNCH    2 0
 QE0952
 QE0952.Superseded values are not recommended for survey control.
 QE0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0952.See file dsdata.txt to determine how the superseded data were derived.
 QE0952
 QE0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP650778(NAD 83)
 QE0952_MARKER: DD = SURVEY DISK
 QE0952_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QE0952_SP_SET: ABUTMENT
 QE0952_STAMPING: 419 1917
 QE0952_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE0952
 QE0952  HISTORY     - Date     Condition        Report By
 QE0952  HISTORY     - 1917     MONUMENTED       CGS
 QE0952  HISTORY     - 1934     GOOD             NGS
 QE0952  HISTORY     - 1981     GOOD             LOCSUR
 QE0952
 QE0952                          STATION DESCRIPTION
 QE0952
 QE0952'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QE0952'0.7 MI E FROM NOTI.
 QE0952'0.7 MILE EAST, ALONG S.P. RR, FROM STATION.  ALONG THE RIGHT OF WAY OF
 QE0952'THE SOUTHERN PACIFIC RAILROAD, MARSHFIELD SUBDIVISION, AT MILAGE
 QE0952'664.6, ON NORTH END OF WEST CONCRETE ABUTMENT OF STEEL SPAN BRIDGE
 QE0952'OVER LONG TOM RIVER BRIDGE 3, NO. 664.D.
 QE0952
 QE0952                          STATION RECOVERY (1981)
 QE0952
 QE0952'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 QE0952'0.7 MILES EAST OF CROSSING AT NOTI ALONG SPRR. BRASS CAP IN TOP OF
 QE0952'NORTH END OF WEST CONCRETE PIER OF SECOND STEEL BRIDGE EAST OF NOTI,
 QE0952'R.R. MILEAGE 664.64.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0321 ***********************************************************************
 NY0321  DESIGNATION -  4190
 NY0321  PID         -  NY0321
 NY0321  STATE/COUNTY-  OR/KLAMATH
 NY0321  USGS QUAD   -  YONNA (1988)
 NY0321
 NY0321                         *CURRENT SURVEY CONTROL
 NY0321  ___________________________________________________________________
 NY0321* NAD 83(1986)-  42 17 49.     (N)    121 28 46.     (W)     SCALED    
 NY0321* NAVD 88     -      1277.799  (meters)    4192.25   (feet)  ADJUSTED  
 NY0321  ___________________________________________________________________
 NY0321  GEOID HEIGHT-         -22.17  (meters)                     GEOID03
 NY0321  DYNAMIC HT  -        1277.042 (meters)    4189.76  (feet)  COMP
 NY0321  MODELED GRAV-     979,984.2   (mgal)                       NAVD 88
 NY0321
 NY0321  VERT ORDER  -  SECOND    CLASS 0
 NY0321
 NY0321.The horizontal coordinates were scaled from a topographic map and have
 NY0321.an estimated accuracy of +/- 6 seconds.
 NY0321
 NY0321.The orthometric height was determined by differential leveling
 NY0321.and adjusted in June 1991.
 NY0321
 NY0321.The geoid height was determined by GEOID03.
 NY0321
 NY0321.The dynamic height is computed by dividing the NAVD 88
 NY0321.geopotential number by the normal gravity value computed on the
 NY0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0321.degrees latitude (g = 980.6199 gals.).
 NY0321
 NY0321.The modeled gravity was interpolated from observed gravity values.
 NY0321
 NY0321;                    North         East    Units  Estimated Accuracy
 NY0321;SPC OR S     -    70,490.    1,419,230.      MT  (+/- 180 meters Scaled)
 NY0321
 NY0321                          SUPERSEDED SURVEY CONTROL
 NY0321
 NY0321  NGVD 29 (??/??/92) 1276.698  (m)         4188.63   (f) ADJ UNCH    2 0
 NY0321
 NY0321.Superseded values are not recommended for survey control.
 NY0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0321.See file dsdata.txt to determine how the superseded data were derived.
 NY0321
 NY0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM253838(NAD 83)
 NY0321_MARKER: DD = SURVEY DISK
 NY0321_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NY0321_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NY0321_STAMPING: 4190
 NY0321_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NY0321
 NY0321  HISTORY     - Date     Condition        Report By
 NY0321  HISTORY     - UNK      MONUMENTED       USGS
 NY0321  HISTORY     - 1940     GOOD             NGS
 NY0321
 NY0321                          STATION DESCRIPTION
 NY0321
 NY0321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 NY0321'IN HILDEBRAND.
 NY0321'AT HILDEBRAND, ABOUT 0.15 MILE NORTH OF THE DISTRICT NO. 13 SCHOOL
 NY0321'BUILDING AT HILDEBRAND, 215 FEET SOUTHEAST OF THE STORE AND POST
 NY0321'OFFICE, 40 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOME OF
 NY0321'MANUEL VIEIRA, 12 FEET SOUTH OF THE SOUTHWEST CORNER OF YARD FENCE, 1
 NY0321'FOOT WEST OF A REFERENCE POST PAINTED USBM, A CAP ON THE TOP OF AN
 NY0321'IRON POST SURROUNDED WITH CONCRETE AND PROJECTING 1 FOOT ABOVE THE
 NY0321'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0223 ***********************************************************************
 PB0223  DESIGNATION -  4196=Q 315
 PB0223  PID         -  PB0223
 PB0223  STATE/COUNTY-  OR/DESCHUTES
 PB0223  USGS QUAD   -  ANNS BUTTE (1981)
 PB0223
 PB0223                         *CURRENT SURVEY CONTROL
 PB0223  ___________________________________________________________________
 PB0223* NAD 83(1986)-  43 50 36.     (N)    121 25 13.     (W)     SCALED    
 PB0223* NAVD 88     -      1280.217  (meters)    4200.18   (feet)  ADJUSTED  
 PB0223  ___________________________________________________________________
 PB0223  GEOID HEIGHT-         -20.68  (meters)                     GEOID03
 PB0223  DYNAMIC HT  -        1279.644 (meters)    4198.30  (feet)  COMP
 PB0223  MODELED GRAV-     980,126.7   (mgal)                       NAVD 88
 PB0223
 PB0223  VERT ORDER  -  FIRST     CLASS II
 PB0223
 PB0223.The horizontal coordinates were scaled from a topographic map and have
 PB0223.an estimated accuracy of +/- 6 seconds.
 PB0223
 PB0223.The orthometric height was determined by differential leveling
 PB0223.and adjusted in June 1991.
 PB0223.WARNING-Repeat measurements at this control monument indicate possible
 PB0223.vertical movement.
 PB0223
 PB0223.The geoid height was determined by GEOID03.
 PB0223
 PB0223.The dynamic height is computed by dividing the NAVD 88
 PB0223.geopotential number by the normal gravity value computed on the
 PB0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0223.degrees latitude (g = 980.6199 gals.).
 PB0223
 PB0223.The modeled gravity was interpolated from observed gravity values.
 PB0223
 PB0223;                    North         East    Units  Estimated Accuracy
 PB0223;SPC OR S     -   242,200.    1,426,000.      MT  (+/- 180 meters Scaled)
 PB0223
 PB0223                          SUPERSEDED SURVEY CONTROL
 PB0223
 PB0223  NGVD 29 (??/??/92) 1279.016  (m)         4196.24   (f) ADJ UNCH    1 2
 PB0223
 PB0223.Superseded values are not recommended for survey control.
 PB0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0223.See file dsdata.txt to determine how the superseded data were derived.
 PB0223
 PB0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP269556(NAD 83)
 PB0223_MARKER: DD = SURVEY DISK
 PB0223_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PB0223_SP_SET: HEADWALL
 PB0223_STAMPING: Q 315 1929 4196.212
 PB0223_MARK LOGO: ORHD  
 PB0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0223+STABILITY: SURFACE MOTION
 PB0223_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PB0223+SATELLITE: SATELLITE OBSERVATIONS - July 20, 1988
 PB0223
 PB0223  HISTORY     - Date     Condition        Report By
 PB0223  HISTORY     - 1929     MONUMENTED       ORDT
 PB0223  HISTORY     - 1934     GOOD             NGS
 PB0223  HISTORY     - 19880720 GOOD             NGS
 PB0223
 PB0223                          STATION DESCRIPTION
 PB0223
 PB0223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PB0223'13.0 MI N FROM LAPINE.
 PB0223'13.0 MILES NORTH ALONG THE DALLES - CALIFORNIA HIGHWAY FROM LAPINE,
 PB0223'DESCHUTES COUNTY, AT MILEAGE 158.7, 150 FEET NORTHEAST OF THE
 PB0223'NORTHEAST END OF THE CURVE WHERE THE HIGHWAY LEAVES THE OREGON TRUNK
 PB0223'RAILWAY, IN THE SOUTHEAST HEADWALL OF A CULVERT, 34 FEET FROM THE
 PB0223'HIGHWAY CENTERLINE AND 8 FEET LOWER.  AN OREGON STATE HIGHWAY
 PB0223'DEPARTMENT STANDARD DISK STAMPED 4196.212 1929.
 PB0223
 PB0223                          STATION RECOVERY (1988)
 PB0223
 PB0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 PB0223'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  19.7 KM
 PB0223'(12.25 MI) NORTHERLY ALONG U.S. HIGHWAY 97 FROM THE POST OFFICE IN
 PB0223'LAPINE, THENCE 0.7 KM (0.45 MI) NORTHEAST ALONG THE OLD ABANDONED
 PB0223'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0114 ***********************************************************************
 PB0114  DESIGNATION -  42
 PB0114  PID         -  PB0114
 PB0114  STATE/COUNTY-  OR/DESCHUTES
 PB0114  USGS QUAD   -  WEST OF HAMPTON (1983)
 PB0114
 PB0114                         *CURRENT SURVEY CONTROL
 PB0114  ___________________________________________________________________
 PB0114* NAD 83(1986)-  43 43 31.     (N)    120 21 08.     (W)     SCALED    
 PB0114* NAVD 88     -      1353.973  (meters)    4442.16   (feet)  ADJUSTED  
 PB0114  ___________________________________________________________________
 PB0114  GEOID HEIGHT-         -19.83  (meters)                     GEOID03
 PB0114  DYNAMIC HT  -        1353.297 (meters)    4439.94  (feet)  COMP
 PB0114  MODELED GRAV-     980,073.0   (mgal)                       NAVD 88
 PB0114
 PB0114  VERT ORDER  -  FIRST     CLASS II
 PB0114
 PB0114.The horizontal coordinates were scaled from a topographic map and have
 PB0114.an estimated accuracy of +/- 6 seconds.
 PB0114
 PB0114.The orthometric height was determined by differential leveling
 PB0114.and adjusted in June 1991.
 PB0114
 PB0114.The geoid height was determined by GEOID03.
 PB0114
 PB0114.The dynamic height is computed by dividing the NAVD 88
 PB0114.geopotential number by the normal gravity value computed on the
 PB0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0114.degrees latitude (g = 980.6199 gals.).
 PB0114
 PB0114.The modeled gravity was interpolated from observed gravity values.
 PB0114
 PB0114;                    North         East    Units  Estimated Accuracy
 PB0114;SPC OR S     -   228,690.    1,511,910.      MT  (+/- 180 meters Scaled)
 PB0114
 PB0114                          SUPERSEDED SURVEY CONTROL
 PB0114
 PB0114.No superseded survey control is available for this station.
 PB0114
 PB0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGP132447(NAD 83)
 PB0114_MARKER: DD = SURVEY DISK
 PB0114_SETTING: 66 = SET IN ROCK OUTCROP
 PB0114_SP_SET: ROCK OUTCROP
 PB0114_STAMPING: 4438 42 1927
 PB0114_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PB0114+STABILITY: POSITION/ELEVATION WELL
 PB0114
 PB0114  HISTORY     - Date     Condition        Report By
 PB0114  HISTORY     - 1927     MONUMENTED       ORDT
 PB0114  HISTORY     - 1943     GOOD             NGS
 PB0114
 PB0114                          STATION DESCRIPTION
 PB0114
 PB0114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PB0114'6.9 MI NW FROM HAMPTON.
 PB0114'ABOUT 6.9 MILES NORTHWEST ALONG THE CENTRAL OREGON HIGHWAY (U.S. 20)
 PB0114'FROM THE SERVICE STATION AT HAMPTON, DESCHUTES COUNTY, ABOUT 0.4 MILE
 PB0114'EAST OF THE INTERSECTION OF THE OLD BEND-BURNS ROAD, ABOUT 184 FEET
 PB0114'SOUTH OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF A PROMINENT
 PB0114'LONE ROCK OUTCROP, AND 3 FEET SOUTH OF A WHITE WOODEN WITNESS POST. AN
 PB0114'OREGON STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED 4438 42 1927.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0278 ***********************************************************************
 PB0278  DESIGNATION -  42
 PB0278  PID         -  PB0278
 PB0278  STATE/COUNTY-  OR/LAKE
 PB0278  USGS QUAD   -  BIG HOLE (1982)
 PB0278
 PB0278                         *CURRENT SURVEY CONTROL
 PB0278  ___________________________________________________________________
 PB0278* NAD 83(1986)-  43 25 53.     (N)    121 16 34.     (W)     SCALED    
 PB0278* NAVD 88     -      1430.719  (meters)    4693.95   (feet)  ADJUSTED  
 PB0278  ___________________________________________________________________
 PB0278  GEOID HEIGHT-         -20.83  (meters)                     GEOID03
 PB0278  DYNAMIC HT  -        1429.954 (meters)    4691.44  (feet)  COMP
 PB0278  MODELED GRAV-     980,034.9   (mgal)                       NAVD 88
 PB0278
 PB0278  VERT ORDER  -  SECOND    CLASS 0
 PB0278
 PB0278.The horizontal coordinates were scaled from a topographic map and have
 PB0278.an estimated accuracy of +/- 6 seconds.
 PB0278
 PB0278.The orthometric height was determined by differential leveling
 PB0278.and adjusted in June 1991.
 PB0278
 PB0278.The geoid height was determined by GEOID03.
 PB0278
 PB0278.The dynamic height is computed by dividing the NAVD 88
 PB0278.geopotential number by the normal gravity value computed on the
 PB0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0278.degrees latitude (g = 980.6199 gals.).
 PB0278
 PB0278.The modeled gravity was interpolated from observed gravity values.
 PB0278
 PB0278;                    North         East    Units  Estimated Accuracy
 PB0278;SPC OR S     -   196,320.    1,437,170.      MT  (+/- 180 meters Scaled)
 PB0278
 PB0278                          SUPERSEDED SURVEY CONTROL
 PB0278
 PB0278  NGVD 29 (??/??/92) 1429.443  (m)         4689.76   (f) ADJ UNCH    2 0
 PB0278
 PB0278.Superseded values are not recommended for survey control.
 PB0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0278.See file dsdata.txt to determine how the superseded data were derived.
 PB0278
 PB0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP395101(NAD 83)
 PB0278_MARKER: DD = SURVEY DISK
 PB0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0278_STAMPING: 4691 42 1930
 PB0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0278+STABILITY: SURFACE MOTION
 PB0278
 PB0278  HISTORY     - Date     Condition        Report By
 PB0278  HISTORY     - 1930     MONUMENTED       BPR
 PB0278  HISTORY     - 1931     GOOD             NGS
 PB0278  HISTORY     - 1986     GOOD             USPSQD
 PB0278  HISTORY     - 19860916 MARK NOT FOUND   USPSQD
 PB0278
 PB0278                          STATION DESCRIPTION
 PB0278
 PB0278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 PB0278'23.7 MI SE FROM LAPINE.
 PB0278'IN LAKE COUNTY, ABOUT 23.7 MILES SOUTHEAST ALONG THE FREMONT HIGHWAY
 PB0278'(OREGON 31) FROM LAPINE, DESCHUTES COUNTY, AT A CUT, 36 FEET NORTHEAST
 PB0278'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 5 FEET HIGHER THAN THE
 PB0278'HIGHWAY.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK,
 PB0278'STAMPED 4691 42 1930 AND SET IN THE TOP OF A CONCRETE POST.
 PB0278
 PB0278                          STATION RECOVERY (1986)
 PB0278
 PB0278'RECOVERY NOTE BY US POWER SQUADRON 1986 (GAN)
 PB0278'RECOVERED IN GOOD CONDITION.
 PB0278
 PB0278                          STATION RECOVERY (1986)
 PB0278
 PB0278'RECOVERY NOTE BY US POWER SQUADRON 1986 (RCC)
 PB0278'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3267 ***********************************************************************
 RD3267  DESIGNATION -  42
 RD3267  PID         -  RD3267
 RD3267  STATE/COUNTY-  OR/MULTNOMAH
 RD3267  USGS QUAD   -  PORTLAND (1990)
 RD3267
 RD3267                         *CURRENT SURVEY CONTROL
 RD3267  ___________________________________________________________________
 RD3267* NAD 83(1991)-  45 33 18.39978(N)    122 43 19.73616(W)     ADJUSTED  
 RD3267* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 RD3267  ___________________________________________________________________
 RD3267  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 RD3267  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 RD3267  HORZ ORDER  -  THIRD
 RD3267
 RD3267.The horizontal coordinates were established by classical geodetic methods
 RD3267.and adjusted by the National Geodetic Survey in October 1991.
 RD3267
 RD3267.The orthometric height was scaled from a topographic map.
 RD3267
 RD3267.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3267
 RD3267.The geoid height was determined by GEOID03.
 RD3267
 RD3267;                    North         East     Units Scale Factor Converg.
 RD3267;SPC OR N     -   212,234.793 2,326,526.884   MT  0.99991730   -1 34 33.3
 RD3267;SPC OR N     -   696,308.38  7,632,962.22   iFT  0.99991730   -1 34 33.3
 RD3267;SPC WA S     -    27,095.332   326,500.660   MT  1.00007465   -1 36 51.0
 RD3267;SPC WA S     -    88,895.27  1,071,194.25   sFT  1.00007465   -1 36 51.0
 RD3267;UTM  10      - 5,044,656.752   521,686.426   MT  0.99960578   +0 11 54.1
 RD3267
 RD3267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3267!SPC OR N     -   1.00000216  x   0.99991730  =   0.99991946
 RD3267!SPC WA S     -   1.00000216  x   1.00007465  =   1.00007681
 RD3267!UTM  10      -   1.00000216  x   0.99960578  =   0.99960794
 RD3267
 RD3267:                Primary Azimuth Mark                     Grid Az
 RD3267:SPC OR N     -  40                                       312 31 22.4
 RD3267:SPC WA S     -  40                                       312 33 40.1
 RD3267:UTM  10      -  40                                       310 44 55.0
 RD3267
 RD3267|---------------------------------------------------------------------|
 RD3267| PID    Reference Object                     Distance      Geod. Az  |
 RD3267|                                                           dddmmss.s |
 RD3267| RD3274 40                                  APPROX. 1.2 KM 3105649.1 |
 RD3267|---------------------------------------------------------------------|
 RD3267
 RD3267                          SUPERSEDED SURVEY CONTROL
 RD3267
 RD3267  NAD 83(1986)-  45 33 18.41900(N)    122 43 19.73998(W) AD(       ) 3
 RD3267  NAD 27      -  45 33 18.99500(N)    122 43 15.38600(W) AD(       ) 3
 RD3267
 RD3267.Superseded values are not recommended for survey control.
 RD3267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3267.See file dsdata.txt to determine how the superseded data were derived.
 RD3267
 RD3267_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER2168644657(NAD 83)
 RD3267
 RD3267  HISTORY     - Date     Condition        Report By
 RD3267  HISTORY     - 1892     MONUMENTED       USE
 RD3267  HISTORY     - 1959     SEE DESCRIPTION  CGS
 RD3267
 RD3267                          STATION DESCRIPTION
 RD3267
 RD3267'DESCRIBED BY US ENGINEERS 1892
 RD3267'THE STATION IS NEAR A SLOUGH AND IS MARKED BY A PIPE.
 RD3267
 RD3267                          STATION RECOVERY (1959)
 RD3267
 RD3267'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (ANS)
 RD3267'STATION IS LOST.
 RD3267'
 RD3267'THE GEOGRAPHIC POSITION OF THE STATION WAS PLOTTED ON A 1947
 RD3267'PLANIMETRIC MAP, PORTLAND NO. 16, AND THE AREA THUS LOCATED WAS
 RD3267'VISITED.  A TWENTY MINUTE SEARCH WAS CONDUCTED, BUT NO MARK WAS
 RD3267'FOUND.  THE SLOUGH MENTIONED IN THE ORIGINAL DESCRIPTION IS NO
 RD3267'LONGER THERE AND THE AREA HAS BEEN FILLED IN AND LEVELED.
 RD3267'
 RD3267'THE PORT OF PORTLAND REPORTED THE STATION GONE IN 1957.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0646 ***********************************************************************
 NW0646  DESIGNATION -  42 BKC
 NW0646  PID         -  NW0646
 NW0646  STATE/COUNTY-  OR/MALHEUR
 NW0646  USGS QUAD   -  BOWDEN RANCH (1979)
 NW0646
 NW0646                         *CURRENT SURVEY CONTROL
 NW0646  ___________________________________________________________________
 NW0646* NAD 83(1986)-  42 32 39.     (N)    117 40 36.     (W)     SCALED    
 NW0646* NAVD 88     -      1220.480  (meters)    4004.19   (feet)  ADJUSTED  
 NW0646  ___________________________________________________________________
 NW0646  GEOID HEIGHT-         -18.17  (meters)                     GEOID03
 NW0646  DYNAMIC HT  -        1219.791 (meters)    4001.93  (feet)  COMP
 NW0646  MODELED GRAV-     980,015.2   (mgal)                       NAVD 88
 NW0646
 NW0646  VERT ORDER  -  SECOND    CLASS 0
 NW0646
 NW0646.The horizontal coordinates were scaled from a topographic map and have
 NW0646.an estimated accuracy of +/- 6 seconds.
 NW0646
 NW0646.The orthometric height was determined by differential leveling
 NW0646.and adjusted in August 1995.
 NW0646
 NW0646.The geoid height was determined by GEOID03.
 NW0646
 NW0646.The dynamic height is computed by dividing the NAVD 88
 NW0646.geopotential number by the normal gravity value computed on the
 NW0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0646.degrees latitude (g = 980.6199 gals.).
 NW0646
 NW0646.The modeled gravity was interpolated from observed gravity values.
 NW0646
 NW0646;                    North         East    Units  Estimated Accuracy
 NW0646;SPC OR S     -   101,380.    1,731,860.      MT  (+/- 180 meters Scaled)
 NW0646
 NW0646                          SUPERSEDED SURVEY CONTROL
 NW0646
 NW0646.No superseded survey control is available for this station.
 NW0646
 NW0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH444104(NAD 83)
 NW0646_MARKER: DB = BENCH MARK DISK
 NW0646_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0646_SP_SET: COPPER-CLAD STEEL ROD
 NW0646_STAMPING: 42 BKC 1973 4001
 NW0646_MARK LOGO: USGS  
 NW0646_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0646_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0646_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0646+SATELLITE: SATELLITE OBSERVATIONS - 1973
 NW0646
 NW0646  HISTORY     - Date     Condition        Report By
 NW0646  HISTORY     - 1973     MONUMENTED       USGS
 NW0646
 NW0646                          STATION DESCRIPTION
 NW0646
 NW0646'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 NW0646'FROM BURNS JUNCTION, OREGON PROCEED 12.6 MILES SOUTH ALONG U S
 NW0646'HIGHWAY 95, THENCE 10.5 MILES EAST ALONG A GRAVEL ROAD, THENCE 1.9
 NW0646'MILES SOUTH ALONG A GRAVEL ROAD, AT A Y-ROAD SOUTHEAST, 106 FEET
 NW0646'WEST-SOUTHWEST OF THE CENTER OF THE Y-ROAD JUNCTION, 62 FEET WEST OF
 NW0646'THE CENTERLINE OF THE ROAD, SET ON A 5/8-INCH COPPER-COATED ROD
 NW0646'DRIVEN TO REFUSAL (ROD DEPTH UNKNOWN) WITH THE TOP ENCASED IN 6-INCH
 NW0646'DRAINPIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0313 ***********************************************************************
 NX0313  DESIGNATION -  42 FMK
 NX0313  PID         -  NX0313
 NX0313  STATE/COUNTY-  OR/HARNEY
 NX0313  USGS QUAD   -  KEG SPRS VALLEY EAST (1971)
 NX0313
 NX0313                         *CURRENT SURVEY CONTROL
 NX0313  ___________________________________________________________________
 NX0313* NAD 83(1986)-  42 58 46.     (N)    119 05 09.     (W)     SCALED    
 NX0313* NAVD 88     -      1553.127  (meters)    5095.55   (feet)  ADJUSTED  
 NX0313  ___________________________________________________________________
 NX0313  GEOID HEIGHT-         -19.23  (meters)                     GEOID03
 NX0313  DYNAMIC HT  -        1552.220 (meters)    5092.58  (feet)  COMP
 NX0313  MODELED GRAV-     979,981.5   (mgal)                       NAVD 88
 NX0313
 NX0313  VERT ORDER  -  SECOND    CLASS 0
 NX0313
 NX0313.The horizontal coordinates were scaled from a topographic map and have
 NX0313.an estimated accuracy of +/- 6 seconds.
 NX0313
 NX0313.The orthometric height was determined by differential leveling
 NX0313.and adjusted in August 1995.
 NX0313
 NX0313.The geoid height was determined by GEOID03.
 NX0313
 NX0313.The dynamic height is computed by dividing the NAVD 88
 NX0313.geopotential number by the normal gravity value computed on the
 NX0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0313.degrees latitude (g = 980.6199 gals.).
 NX0313
 NX0313.The modeled gravity was interpolated from observed gravity values.
 NX0313
 NX0313;                    North         East    Units  Estimated Accuracy
 NX0313;SPC OR S     -   146,800.    1,615,330.      MT  (+/- 180 meters Scaled)
 NX0313
 NX0313                          SUPERSEDED SURVEY CONTROL
 NX0313
 NX0313.No superseded survey control is available for this station.
 NX0313
 NX0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH299606(NAD 83)
 NX0313_MARKER: DB = BENCH MARK DISK
 NX0313_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NX0313_SP_SET: COPPER-CLAD STEEL ROD
 NX0313_STAMPING: 42 FMK 1970 5092
 NX0313_MARK LOGO: USGS  
 NX0313_PROJECTION: FLUSH
 NX0313_MAGNETIC: I = MARKER IS A STEEL ROD
 NX0313_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NX0313_ROD/PIPE-DEPTH: 1.52 meters
 NX0313
 NX0313  HISTORY     - Date     Condition        Report By
 NX0313  HISTORY     - 1970     MONUMENTED       USGS
 NX0313
 NX0313                          STATION DESCRIPTION
 NX0313
 NX0313'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NX0313'FROM THE BRIDGE OVER THE NARROWS, PROCEED 12.2 MILES SOUTH ALONG
 NX0313'STATE HIGHWAY 205, THENCE 22.4 MILES SOUTHWEST ALONG THE ROAD TO
 NX0313'FOSTER LAKE AND PLUSH, AT THE WEST END OF A CURVE, 102 FEET NORTH OF
 NX0313'THE CENTERLINE OF THE ROAD, WITNESS POST SET AT BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0358 ***********************************************************************
 NX0358  DESIGNATION -  42 LRC
 NX0358  PID         -  NX0358
 NX0358  STATE/COUNTY-  OR/HARNEY
 NX0358  USGS QUAD   -  STEAMBOAT POINT (1980)
 NX0358
 NX0358                         *CURRENT SURVEY CONTROL
 NX0358  ___________________________________________________________________
 NX0358* NAD 83(1986)-  42 49 44.     (N)    119 37 18.     (W)     SCALED    
 NX0358* NAVD 88     -      1394.559  (meters)    4575.32   (feet)  ADJUSTED  
 NX0358  ___________________________________________________________________
 NX0358  GEOID HEIGHT-         -19.87  (meters)                     GEOID03
 NX0358  DYNAMIC HT  -        1393.738 (meters)    4572.62  (feet)  COMP
 NX0358  MODELED GRAV-     979,983.1   (mgal)                       NAVD 88
 NX0358
 NX0358  VERT ORDER  -  SECOND    CLASS 0
 NX0358
 NX0358.The horizontal coordinates were scaled from a topographic map and have
 NX0358.an estimated accuracy of +/- 6 seconds.
 NX0358
 NX0358.The orthometric height was determined by differential leveling
 NX0358.and adjusted in August 1995.
 NX0358
 NX0358.The geoid height was determined by GEOID03.
 NX0358
 NX0358.The dynamic height is computed by dividing the NAVD 88
 NX0358.geopotential number by the normal gravity value computed on the
 NX0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0358.degrees latitude (g = 980.6199 gals.).
 NX0358
 NX0358.The modeled gravity was interpolated from observed gravity values.
 NX0358
 NX0358;                    North         East    Units  Estimated Accuracy
 NX0358;SPC OR S     -   129,480.    1,571,810.      MT  (+/- 180 meters Scaled)
 NX0358
 NX0358                          SUPERSEDED SURVEY CONTROL
 NX0358
 NX0358.No superseded survey control is available for this station.
 NX0358
 NX0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKH857451(NAD 83)
 NX0358_MARKER: DB = BENCH MARK DISK
 NX0358_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NX0358+WITH SETTING: INFORMATION.
 NX0358_SP_SET: METAL ROD DRIVEN INTO GROUND
 NX0358_STAMPING: 42 LRC 1970 4571
 NX0358_MARK LOGO: USGS  
 NX0358_MAGNETIC: I = MARKER IS A STEEL ROD
 NX0358_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NX0358
 NX0358  HISTORY     - Date     Condition        Report By
 NX0358  HISTORY     - 1970     MONUMENTED       USGS
 NX0358
 NX0358                          STATION DESCRIPTION
 NX0358
 NX0358'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NX0358'FROM WAGONTIRE, OREGON, PROCEED 4.5 MILES SOUTHWEST ALONG U S HIGHWAY
 NX0358'395 TO DRY VALLEY ROAD, THENCE 29.7 MILES SOUTH ALONG DRY VALLEY ROAD
 NX0358'TO A ROAD FORK, THENCE 4.8 MILES SOUTH ALONG WARNER VALLEY ROAD TO A
 NX0358'CROSSROADS AT THE EDGE OF WARNER VALLEY, THENCE 3.9 MILES NORTHEAST
 NX0358'ALONG FOSTER LAKE ROAD TO A SMALL KNOLL, 150 FEET EAST OF A DRAIN
 NX0358'CROSSING, 34 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 3 FEET NORTH
 NX0358'OF A WITNESS POST.  THE ROD DEPTH IS UNKNOWN AND FLUSH WITH THE
 NX0358'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0874 ***********************************************************************
 PB0874  DESIGNATION -  42 WS
 PB0874  PID         -  PB0874
 PB0874  STATE/COUNTY-  OR/DESCHUTES
 PB0874  USGS QUAD   -  MILLICAN SE (1981)
 PB0874
 PB0874                         *CURRENT SURVEY CONTROL
 PB0874  ___________________________________________________________________
 PB0874* NAD 83(1986)-  43 47 22.     (N)    120 48 03.     (W)     SCALED    
 PB0874* NAVD 88     -      1438.824  (meters)    4720.54   (feet)  ADJUSTED  
 PB0874  ___________________________________________________________________
 PB0874  GEOID HEIGHT-         -20.14  (meters)                     GEOID03
 PB0874  DYNAMIC HT  -        1438.124 (meters)    4718.25  (feet)  COMP
 PB0874  MODELED GRAV-     980,081.6   (mgal)                       NAVD 88
 PB0874
 PB0874  VERT ORDER  -  THIRD
 PB0874
 PB0874.The horizontal coordinates were scaled from a topographic map and have
 PB0874.an estimated accuracy of +/- 6 seconds.
 PB0874
 PB0874.The orthometric height was determined by differential leveling
 PB0874.and adjusted in August 1995.
 PB0874
 PB0874.The geoid height was determined by GEOID03.
 PB0874
 PB0874.The dynamic height is computed by dividing the NAVD 88
 PB0874.geopotential number by the normal gravity value computed on the
 PB0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0874.degrees latitude (g = 980.6199 gals.).
 PB0874
 PB0874.The modeled gravity was interpolated from observed gravity values.
 PB0874
 PB0874;                    North         East    Units  Estimated Accuracy
 PB0874;SPC OR S     -   235,850.    1,475,790.      MT  (+/- 180 meters Scaled)
 PB0874
 PB0874                          SUPERSEDED SURVEY CONTROL
 PB0874
 PB0874.No superseded survey control is available for this station.
 PB0874
 PB0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP769508(NAD 83)
 PB0874_MARKER: DB = BENCH MARK DISK
 PB0874_SETTING: 66 = SET IN ROCK OUTCROP
 PB0874_SP_SET: BEDROCK
 PB0874_STAMPING: 42 WS 1977 4704
 PB0874_MARK LOGO: USGS  
 PB0874_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PB0874+STABILITY: POSITION/ELEVATION WELL
 PB0874
 PB0874  HISTORY     - Date     Condition        Report By
 PB0874  HISTORY     - 1977     MONUMENTED       USGS
 PB0874
 PB0874                          STATION DESCRIPTION
 PB0874
 PB0874'DESCRIBED BY US GEOLOGICAL SURVEY 1977
 PB0874'22.4 KM (13.90 MI) SE FROM MILLICAN.
 PB0874'MILLICAN, 8.2 MI ESE OF, ALONG US HWY 20 TO T-RD, THENCE 5.7 MI S TO
 PB0874'X-RD.  IN SEC 34 T20S R16E, 165 FT S OF X-RD, 80 FT E OF RD, 45 FT W
 PB0874'OF POWERPOLE, 5 FT W OF CAIRN.
 PB0874'THE MARK IS 4 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0595 ***********************************************************************
 RA0595  DESIGNATION -  42.64 RPPI
 RA0595  PID         -  RA0595
 RA0595  STATE/COUNTY-  OR/WALLOWA
 RA0595  USGS QUAD   -  HICKS SPRING (1990)
 RA0595
 RA0595                         *CURRENT SURVEY CONTROL
 RA0595  ___________________________________________________________________
 RA0595* NAD 83(1986)-  45 32 08.     (N)    117 15 24.     (W)     SCALED    
 RA0595* NAVD 88     -      1247.460  (meters)    4092.71   (feet)  POSTED    
 RA0595  ___________________________________________________________________
 RA0595  GEOID HEIGHT-         -16.32  (meters)                     GEOID03
 RA0595  DYNAMIC HT  -        1247.120 (meters)    4091.59  (feet)  COMP
 RA0595  MODELED GRAV-     980,297.2   (mgal)                       NAVD 88
 RA0595
 RA0595  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 RA0595
 RA0595.The horizontal coordinates were scaled from a topographic map and have
 RA0595.an estimated accuracy of +/- 6 seconds.
 RA0595
 RA0595.The orthometric height was determined by differential leveling
 RA0595.and adjusted by the  in 1992.
 RA0595.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 RA0595.rate of 3.1 thru 4.0 mm/km.
 RA0595
 RA0595.The geoid height was determined by GEOID03.
 RA0595
 RA0595.The dynamic height is computed by dividing the NAVD 88
 RA0595.geopotential number by the normal gravity value computed on the
 RA0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0595.degrees latitude (g = 980.6199 gals.).
 RA0595
 RA0595.The modeled gravity was interpolated from observed gravity values.
 RA0595
 RA0595;                    North         East    Units  Estimated Accuracy
 RA0595;SPC OR N     -   212,760.    2,753,240.      MT  (+/- 180 meters Scaled)
 RA0595
 RA0595                          SUPERSEDED SURVEY CONTROL
 RA0595
 RA0595  NGVD 29 (??/??/92) 1246.255  (m)         4088.75   (f) ADJ UNCH    2 0
 RA0595
 RA0595.Superseded values are not recommended for survey control.
 RA0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0595.See file dsdata.txt to determine how the superseded data were derived.
 RA0595
 RA0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML799424(NAD 83)
 RA0595_MARKER: DD = SURVEY DISK
 RA0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RA0595_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RA0595_STAMPING: R.P.P.I. 42.64
 RA0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0595+STABILITY: SURFACE MOTION
 RA0595
 RA0595  HISTORY     - Date     Condition        Report By
 RA0595  HISTORY     - UNK      MONUMENTED       ORDT
 RA0595  HISTORY     - 1946     GOOD             NGS
 RA0595
 RA0595                          STATION DESCRIPTION
 RA0595
 RA0595'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RA0595'8.2 MI N FROM ENTERPRISE.
 RA0595'ALONG STATE HIGHWAY 3 FROM THE COURTHOUSE AT ENTERPRISE, 41 FEET EAST
 RA0595'OF THE CENTER LINE OF THE HIGHWAY.  36 FEET WEST OF A PLOWED FIELD. 3
 RA0595'FEET EAST OF A RIGHT-OF-WAY FENCE.  2 FEET BELOW THE LEVEL OF THE
 RA0595'HIGHWAY.  FLUSH WITH THE GROUND AND SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0589 ***********************************************************************
 RA0589  DESIGNATION -  42.80 RPPI
 RA0589  PID         -  RA0589
 RA0589  STATE/COUNTY-  OR/WALLOWA
 RA0589  USGS QUAD   -  HICKS SPRING (1990)
 RA0589
 RA0589                         *CURRENT SURVEY CONTROL
 RA0589  ___________________________________________________________________
 RA0589* NAD 83(1986)-  45 34 22.     (N)    117 15 11.     (W)     SCALED    
 RA0589* NAVD 88     -      1289.417  (meters)    4230.36   (feet)  POSTED    
 RA0589  ___________________________________________________________________
 RA0589  GEOID HEIGHT-         -16.37  (meters)                     GEOID03
 RA0589  DYNAMIC HT  -        1289.050 (meters)    4229.16  (feet)  COMP
 RA0589  MODELED GRAV-     980,289.6   (mgal)                       NAVD 88
 RA0589
 RA0589  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 RA0589
 RA0589.The horizontal coordinates were scaled from a topographic map and have
 RA0589.an estimated accuracy of +/- 6 seconds.
 RA0589
 RA0589.The orthometric height was determined by differential leveling
 RA0589.and adjusted by the  in 1992.
 RA0589.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 RA0589.rate of 4.1 thru 8.0 mm/km.
 RA0589
 RA0589.The geoid height was determined by GEOID03.
 RA0589
 RA0589.The dynamic height is computed by dividing the NAVD 88
 RA0589.geopotential number by the normal gravity value computed on the
 RA0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0589.degrees latitude (g = 980.6199 gals.).
 RA0589
 RA0589.The modeled gravity was interpolated from observed gravity values.
 RA0589
 RA0589;                    North         East    Units  Estimated Accuracy
 RA0589;SPC OR N     -   216,900.    2,753,360.      MT  (+/- 180 meters Scaled)
 RA0589
 RA0589                          SUPERSEDED SURVEY CONTROL
 RA0589
 RA0589  NGVD 29 (??/??/92) 1288.202  (m)         4226.38   (f) ADJ UNCH    2 0
 RA0589
 RA0589.Superseded values are not recommended for survey control.
 RA0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0589.See file dsdata.txt to determine how the superseded data were derived.
 RA0589
 RA0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML802466(NAD 83)
 RA0589_MARKER: DD = SURVEY DISK
 RA0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RA0589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RA0589_STAMPING: R.P.P.I. 42.80
 RA0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0589+STABILITY: SURFACE MOTION
 RA0589
 RA0589  HISTORY     - Date     Condition        Report By
 RA0589  HISTORY     - UNK      MONUMENTED       ORDT
 RA0589  HISTORY     - 1946     GOOD             NGS
 RA0589
 RA0589                          STATION DESCRIPTION
 RA0589
 RA0589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RA0589'11.3 MI N FROM ENTERPRISE.
 RA0589'ALONG STATE HIGHWAY 3 FROM THE COURTHOUSE AT ENTERPRISE.  ABOUT 0.2
 RA0589'MILE SOUTHEAST OF AN UNPAINTED HOUSE ON THE WEST SIDE OF THE HIGHWAY.
 RA0589'30 FEET EAST OF THE CENTER LINE OF THE HIGHWAY.  3 FEET ABOVE THE
 RA0589'LEVEL OF THE HIGHWAY.  ON THE WEST SLOPE OF A HILL.  ALONG A
 RA0589'RIGHT-OF-WAY FENCE.  FLUSH WITH THE GROUND AND SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0224 ***********************************************************************
 PB0224  DESIGNATION -  4206
 PB0224  PID         -  PB0224
 PB0224  STATE/COUNTY-  OR/DESCHUTES
 PB0224  USGS QUAD   -  ANNS BUTTE (1981)
 PB0224
 PB0224                         *CURRENT SURVEY CONTROL
 PB0224  ___________________________________________________________________
 PB0224* NAD 83(1986)-  43 50 11.     (N)    121 25 22.     (W)     SCALED    
 PB0224* NAVD 88     -      1283.25   (+/-2cm)    4210.1    (feet)  VERTCON   
 PB0224  ___________________________________________________________________
 PB0224  GEOID HEIGHT-         -20.68  (meters)                     GEOID03
 PB0224  VERT ORDER  -  ? (See Below)
 PB0224
 PB0224.The horizontal coordinates were scaled from a topographic map and have
 PB0224.an estimated accuracy of +/- 6 seconds.
 PB0224
 PB0224.The NAVD 88 height was computed by applying the VERTCON shift value to
 PB0224.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PB0224.The vertical order pertains to the NGVD 29 superseded value.
 PB0224
 PB0224.The geoid height was determined by GEOID03.
 PB0224
 PB0224;                    North         East    Units  Estimated Accuracy
 PB0224;SPC OR S     -   241,430.    1,425,790.      MT  (+/- 180 meters Scaled)
 PB0224
 PB0224                          SUPERSEDED SURVEY CONTROL
 PB0224
 PB0224  NGVD 29 (??/??/92) 1282.033  (m)         4206.14   (f) ADJ UNCH    ?  
 PB0224
 PB0224.Superseded values are not recommended for survey control.
 PB0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0224.See file dsdata.txt to determine how the superseded data were derived.
 PB0224
 PB0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP268549(NAD 83)
 PB0224_MARKER: Q = CHISELED SQUARE
 PB0224_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PB0224_SP_SET: CULVERT
 PB0224_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PB0224
 PB0224  HISTORY     - Date     Condition        Report By
 PB0224  HISTORY     - UNK      MONUMENTED       ORGS
 PB0224  HISTORY     - 1934     GOOD             NGS
 PB0224
 PB0224                          STATION DESCRIPTION
 PB0224
 PB0224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PB0224'12.2 MI N FROM LAPINE.
 PB0224'12.2 MILES NORTH ALONG THE DALLES - CALIFORNIA HIGHWAY FROM LAPINE,
 PB0224'DESCHUTES COUNTY, AT MILEAGE 159.5, NEAR THE FOOT OF A SHORT GRADE
 PB0224'ASCENDING TOWARD THE SOUTH, IN THE EAST HEADWALL OF A CULVERT NEAR THE
 PB0224'SOUTH EDGE OF A SMALL BUTTE ON THE EAST SIDE OF THE HIGHWAY, 20 FEET
 PB0224'FROM THE CENTERLINE.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1197 ***********************************************************************
 QD1197  DESIGNATION -  4210
 QD1197  PID         -  QD1197
 QD1197  STATE/COUNTY-  OR/CLACKAMAS
 QD1197  USGS QUAD   -  PINHEAD BUTTES (1997)
 QD1197
 QD1197                         *CURRENT SURVEY CONTROL
 QD1197  ___________________________________________________________________
 QD1197* NAD 83(1986)-  44 54 12.     (N)    121 47 33.     (W)     SCALED    
 QD1197* NAVD 88     -      1284.357  (meters)    4213.76   (feet)  ADJUSTED  
 QD1197  ___________________________________________________________________
 QD1197  GEOID HEIGHT-         -21.06  (meters)                     GEOID03
 QD1197  DYNAMIC HT  -        1283.941 (meters)    4212.40  (feet)  COMP
 QD1197  MODELED GRAV-     980,248.0   (mgal)                       NAVD 88
 QD1197
 QD1197  VERT ORDER  -  SECOND    CLASS 0
 QD1197
 QD1197.The horizontal coordinates were scaled from a topographic map and have
 QD1197.an estimated accuracy of +/- 6 seconds.
 QD1197
 QD1197.The orthometric height was determined by differential leveling
 QD1197.and adjusted in June 1991.
 QD1197
 QD1197.The geoid height was determined by GEOID03.
 QD1197
 QD1197.The dynamic height is computed by dividing the NAVD 88
 QD1197.geopotential number by the normal gravity value computed on the
 QD1197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1197.degrees latitude (g = 980.6199 gals.).
 QD1197
 QD1197.The modeled gravity was interpolated from observed gravity values.
 QD1197
 QD1197;                    North         East    Units  Estimated Accuracy
 QD1197;SPC OR N     -   138,240.    2,397,930.      MT  (+/- 180 meters Scaled)
 QD1197
 QD1197                          SUPERSEDED SURVEY CONTROL
 QD1197
 QD1197  NGVD 29 (??/??/92) 1283.193  (m)         4209.94   (f) ADJ UNCH    2 0
 QD1197
 QD1197.Superseded values are not recommended for survey control.
 QD1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1197.See file dsdata.txt to determine how the superseded data were derived.
 QD1197
 QD1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ953729(NAD 83)
 QD1197_MARKER: N = NAIL
 QD1197_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QD1197_SP_SET: LODGE PINE BASE
 QD1197_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD1197
 QD1197  HISTORY     - Date     Condition        Report By
 QD1197  HISTORY     - UNK      MONUMENTED       USGS
 QD1197  HISTORY     - 1943     GOOD             NGS
 QD1197
 QD1197                          STATION DESCRIPTION
 QD1197
 QD1197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QD1197'7.3 MI N FROM OLALLIE LAKE GUARD STATION.
 QD1197'ABOUT 7.3 MILES NORTH ALONG THE OREGON SKYLINE ROAD FROM THE OLALLIE
 QD1197'LAKE GUARD STATION, 118.0 FEET NORTH OF THE NORTH END OF THE BRIDGE
 QD1197'OVER LEMITI CREEK, IN THE BASE OF A 24-INCH LODGE PINE TREE, 8.0 FEET
 QD1197'WEST OF THE CENTER LINE OF THE ROAD, A NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0469 ***********************************************************************
 PA0469  DESIGNATION -  4210 H
 PA0469  PID         -  PA0469
 PA0469  STATE/COUNTY-  OR/HARNEY
 PA0469  USGS QUAD   -  OAKERMAN LAKES (1992)
 PA0469
 PA0469                         *CURRENT SURVEY CONTROL
 PA0469  ___________________________________________________________________
 PA0469* NAD 83(1986)-  43 33 01.     (N)    119 29 48.     (W)     SCALED    
 PA0469* NAVD 88     -      1286.836  (meters)    4221.89   (feet)  ADJUSTED  
 PA0469  ___________________________________________________________________
 PA0469  GEOID HEIGHT-         -19.36  (meters)                     GEOID03
 PA0469  DYNAMIC HT  -        1286.203 (meters)    4219.82  (feet)  COMP
 PA0469  MODELED GRAV-     980,082.6   (mgal)                       NAVD 88
 PA0469
 PA0469  VERT ORDER  -  FIRST     CLASS II
 PA0469
 PA0469.The horizontal coordinates were scaled from a topographic map and have
 PA0469.an estimated accuracy of +/- 6 seconds.
 PA0469
 PA0469.The orthometric height was determined by differential leveling
 PA0469.and adjusted in June 1991.
 PA0469
 PA0469.The geoid height was determined by GEOID03.
 PA0469
 PA0469.The dynamic height is computed by dividing the NAVD 88
 PA0469.geopotential number by the normal gravity value computed on the
 PA0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0469.degrees latitude (g = 980.6199 gals.).
 PA0469
 PA0469.The modeled gravity was interpolated from observed gravity values.
 PA0469
 PA0469;                    North         East    Units  Estimated Accuracy
 PA0469;SPC OR S     -   209,720.    1,581,070.      MT  (+/- 180 meters Scaled)
 PA0469
 PA0469                          SUPERSEDED SURVEY CONTROL
 PA0469
 PA0469  NGVD 29 (??/??/92) 1285.637  (m)         4217.96   (f) ADJ UNCH    1 2
 PA0469
 PA0469.Superseded values are not recommended for survey control.
 PA0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0469.See file dsdata.txt to determine how the superseded data were derived.
 PA0469
 PA0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKJ983249(NAD 83)
 PA0469_MARKER: P = PIPE CAP
 PA0469_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PA0469_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PA0469_STAMPING: 4210 H 1903
 PA0469_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PA0469_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PA0469+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2006
 PA0469
 PA0469  HISTORY     - Date     Condition        Report By
 PA0469  HISTORY     - 1903     MONUMENTED       USGS
 PA0469  HISTORY     - 1936     GOOD             USGS
 PA0469  HISTORY     - 20060712 GOOD             ORDT
 PA0469
 PA0469                          STATION DESCRIPTION
 PA0469
 PA0469'DESCRIBED BY US GEOLOGICAL SURVEY 1903
 PA0469'IN OAKERMAN RANCH.
 PA0469'AT OAKERMAN RANCH, HARNEY COUNTY, ON THE SOUTH SIDE OF THE OLD
 PA0469'BEND-BURNS ROAD, 40 FEET EAST OF THE GATE TO THE RANCHHOUSE, AND 2
 PA0469'FEET SOUTH OF THE YARD FENCE.  A UNITED STATES GEOLOGICAL SURVEY
 PA0469'STANDARD CAP, STAMPED 4210 H 1903 AND RIVETED ON THE TOP OF A
 PA0469'3-1/2-INCH IRON PIPE ENCASED IN CONCRETE.  NOTE-- 7.2 MILES E OF
 PA0469'SUNTEX, HARNEY COUNTY.
 PA0469
 PA0469                          STATION RECOVERY (1936)
 PA0469
 PA0469'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1936
 PA0469'RECOVERED IN GOOD CONDITION.
 PA0469
 PA0469                          STATION RECOVERY (2006)
 PA0469
 PA0469'RECOVERY NOTE BY OREGON DEPARTMENT OF TRANSPORTATION 2006 (MAS)
 PA0469'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0226 ***********************************************************************
 PB0226  DESIGNATION -  4212=R 315
 PB0226  PID         -  PB0226
 PB0226  STATE/COUNTY-  OR/DESCHUTES
 PB0226  USGS QUAD   -  ANNS BUTTE (1981)
 PB0226
 PB0226                         *CURRENT SURVEY CONTROL
 PB0226  ___________________________________________________________________
 PB0226* NAD 83(1986)-  43 47 28.     (N)    121 26 37.     (W)     SCALED    
 PB0226* NAVD 88     -      1285.013  (meters)    4215.91   (feet)  ADJUSTED  
 PB0226  ___________________________________________________________________
 PB0226  GEOID HEIGHT-         -20.75  (meters)                     GEOID03
 PB0226  DYNAMIC HT  -        1284.426 (meters)    4213.99  (feet)  COMP
 PB0226  MODELED GRAV-     980,117.1   (mgal)                       NAVD 88
 PB0226
 PB0226  VERT ORDER  -  FIRST     CLASS II
 PB0226
 PB0226.The horizontal coordinates were scaled from a topographic map and have
 PB0226.an estimated accuracy of +/- 6 seconds.
 PB0226
 PB0226.The orthometric height was determined by differential leveling
 PB0226.and adjusted in June 1991.
 PB0226
 PB0226.The geoid height was determined by GEOID03.
 PB0226
 PB0226.The dynamic height is computed by dividing the NAVD 88
 PB0226.geopotential number by the normal gravity value computed on the
 PB0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0226.degrees latitude (g = 980.6199 gals.).
 PB0226
 PB0226.The modeled gravity was interpolated from observed gravity values.
 PB0226
 PB0226;                    North         East    Units  Estimated Accuracy
 PB0226;SPC OR S     -   236,420.    1,424,060.      MT  (+/- 180 meters Scaled)
 PB0226
 PB0226                          SUPERSEDED SURVEY CONTROL
 PB0226
 PB0226  NGVD 29 (??/??/92) 1283.797  (m)         4211.92   (f) ADJ UNCH    1 2
 PB0226
 PB0226.Superseded values are not recommended for survey control.
 PB0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0226.See file dsdata.txt to determine how the superseded data were derived.
 PB0226
 PB0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP252498(NAD 83)
 PB0226_MARKER: DD = SURVEY DISK
 PB0226_SETTING: 80 = SET IN A BOULDER
 PB0226_SP_SET: IN DRILL HOLE IN A BOULDER
 PB0226_STAMPING: R 315 1929 4211.894
 PB0226_MARK LOGO: ORHD  
 PB0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0226+STABILITY: SURFACE MOTION
 PB0226_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PB0226+SATELLITE: SATELLITE OBSERVATIONS - July 20, 1988
 PB0226
 PB0226  HISTORY     - Date     Condition        Report By
 PB0226  HISTORY     - 1929     MONUMENTED       ORDT
 PB0226  HISTORY     - 1934     GOOD             NGS
 PB0226  HISTORY     - 19880720 GOOD             NGS
 PB0226
 PB0226                          STATION DESCRIPTION
 PB0226
 PB0226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PB0226'9.6 MI N FROM LAPINE.
 PB0226'9.6 MILES NORTH ALONG THE DALLES - CALIFORNIA HIGHWAY FROM LAPINE,
 PB0226'DESCHUTES COUNTY, AT MILEAGE 162.6, 165 FEET SOUTHWEST OF AN ABANDONED
 PB0226'LOGGING RAILROAD CROSSING AT THE NORTHEAST END OF A TANGENT, 54 FEET
 PB0226'NORTHWEST OF THE RAILROAD CENTERLINE, 32 FEET SOUTHEAST OF THE HIGHWAY
 PB0226'CENTERLINE, ON THE NORTH SIDE OF A SMALL LAVA OUTCROPPING. AN OREGON
 PB0226'STATE HIGHWAY DEPARTMENT STANDARD DISK STAMPED 4211.894 1929.
 PB0226
 PB0226                          STATION RECOVERY (1988)
 PB0226
 PB0226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 PB0226'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  14.1 KM
 PB0226'(8.75 MI) NORTHERLY ALONG U.S. HIGHWAY 97 FROM THE POST OFFICE IN
 PB0226'LAPINE, THENCE 0.4 KM (0.25 MI) NORTHEAST ALONG THE OLD ABANDONED
 PB0226'HIGHWAY, IN A LAVA BOULDER ALONG THE NORTH SIDE OF A LARGE GROUP OF
 PB0226'LAVA BOULDERS, 9.8 M (32.2 FT) SOUTHEAST OF THE CENTER OF THE OLD
 PB0226'HIGHWAY, 1.1 M (3.6 FT) ABOVE THE LEVEL OF THE OLD HIGHWAY, AND 0.3 M
 PB0226'(1.0 FT) WEST OF A WOODEN WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0228 ***********************************************************************
 PB0228  DESIGNATION -  4214
 PB0228  PID         -  PB0228
 PB0228  STATE/COUNTY-  OR/DESCHUTES
 PB0228  USGS QUAD   -  ANNS BUTTE (1981)
 PB0228
 PB0228                         *CURRENT SURVEY CONTROL
 PB0228  ___________________________________________________________________
 PB0228* NAD 83(1986)-  43 46 02.     (N)    121 27 10.     (W)     SCALED    
 PB0228* NAVD 88     -      1285.504  (meters)    4217.52   (feet)  ADJUSTED  
 PB0228  ___________________________________________________________________
 PB0228  GEOID HEIGHT-         -20.78  (meters)                     GEOID03
 PB0228  DYNAMIC HT  -        1284.914 (meters)    4215.59  (feet)  COMP
 PB0228  MODELED GRAV-     980,115.0   (mgal)                       NAVD 88
 PB0228
 PB0228  VERT ORDER  -  FIRST     CLASS II
 PB0228
 PB0228.The horizontal coordinates were scaled from a topographic map and have
 PB0228.an estimated accuracy of +/- 6 seconds.
 PB0228
 PB0228.The orthometric height was determined by differential leveling
 PB0228.and adjusted in June 1991.
 PB0228
 PB0228.The geoid height was determined by GEOID03.
 PB0228
 PB0228.The dynamic height is computed by dividing the NAVD 88
 PB0228.geopotential number by the normal gravity value computed on the
 PB0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0228.degrees latitude (g = 980.6199 gals.).
 PB0228
 PB0228.The modeled gravity was interpolated from observed gravity values.
 PB0228
 PB0228;                    North         East    Units  Estimated Accuracy
 PB0228;SPC OR S     -   233,780.    1,423,290.      MT  (+/- 180 meters Scaled)
 PB0228
 PB0228                          SUPERSEDED SURVEY CONTROL
 PB0228
 PB0228.No superseded survey control is available for this station.
 PB0228
 PB0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP245471(NAD 83)
 PB0228_MARKER: DD = SURVEY DISK
 PB0228_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PB0228_SP_SET: CULVERT
 PB0228_STAMPING: 4213.499 1929
 PB0228_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PB0228
 PB0228  HISTORY     - Date     Condition        Report By
 PB0228  HISTORY     - 1929     MONUMENTED       ORDT
 PB0228  HISTORY     - 1934     GOOD             NGS
 PB0228  HISTORY     - 19880721 MARK NOT FOUND   NGS
 PB0228
 PB0228                          STATION DESCRIPTION
 PB0228
 PB0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PB0228'7.4 MI NW FROM LAPINE.
 PB0228'7.4 MILES NORTHWEST ALONG THE DALLES - CALIFORNIA HIGHWAY FROM LAPINE,
 PB0228'DESCHUTES COUNTY, AT MILEAGE 164.4, 0.1 MILE SOUTH OF THE T ROAD EAST
 PB0228'TO MCKAY BUTTE, IN THE EAST HEADWALL OF A CULVERT, 16 FEET FROM THE
 PB0228'HIGHWAY CENTERLINE.  AN OREGON STATE HIGHWAY DEPARTMENT STANDARD DISK
 PB0228'STAMPED 4213.499 1929.
 PB0228
 PB0228                          STATION RECOVERY (1988)
 PB0228
 PB0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 PB0228'THERE IS NO LONGER A HEADWALL AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0231 ***********************************************************************
 PB0231  DESIGNATION -  4216=T 315
 PB0231  PID         -  PB0231
 PB0231  STATE/COUNTY-  OR/DESCHUTES
 PB0231  USGS QUAD   -  FINLEY BUTTE (1981)
 PB0231
 PB0231                         *CURRENT SURVEY CONTROL
 PB0231  ___________________________________________________________________
 PB0231* NAD 83(1986)-  43 44 23.     (N)    121 28 02.     (W)     SCALED    
 PB0231* NAVD 88     -      1286.252  (meters)    4219.98   (feet)  ADJUSTED  
 PB0231  ___________________________________________________________________
 PB0231  GEOID HEIGHT-         -20.83  (meters)                     GEOID03
 PB0231  DYNAMIC HT  -        1285.656 (meters)    4218.02  (feet)  COMP
 PB0231  MODELED GRAV-     980,110.4   (mgal)                       NAVD 88
 PB0231
 PB0231  VERT ORDER  -  FIRST     CLASS II
 PB0231
 PB0231.The horizontal coordinates were scaled from a topographic map and have
 PB0231.an estimated accuracy of +/- 6 seconds.
 PB0231
 PB0231.The orthometric height was determined by differential leveling
 PB0231.and adjusted in June 1991.
 PB0231.WARNING-Repeat measurements at this control monument indicate possible
 PB0231.vertical movement.
 PB0231
 PB0231.The geoid height was determined by GEOID03.
 PB0231
 PB0231.The dynamic height is computed by dividing the NAVD 88
 PB0231.geopotential number by the normal gravity value computed on the
 PB0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0231.degrees latitude (g = 980.6199 gals.).
 PB0231
 PB0231.The modeled gravity was interpolated from observed gravity values.
 PB0231
 PB0231;                    North         East    Units  Estimated Accuracy
 PB0231;SPC OR S     -   230,740.    1,422,090.      MT  (+/- 180 meters Scaled)
 PB0231
 PB0231                          SUPERSEDED SURVEY CONTROL
 PB0231
 PB0231  NGVD 29 (??/??/92) 1285.021  (m)         4215.94   (f) ADJ UNCH    1 2
 PB0231
 PB0231.Superseded values are not recommended for survey control.
 PB0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0231.See file dsdata.txt to determine how the superseded data were derived.
 PB0231
 PB0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP234441(NAD 83)
 PB0231_MARKER: DD = SURVEY DISK
 PB0231_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PB0231_SP_SET: HEADWALL
 PB0231_STAMPING: T 315 1927 4215.910
 PB0231_MARK LOGO: USGS  
 PB0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0231+STABILITY: SURFACE MOTION
 PB0231_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PB0231+SATELLITE: SATELLITE OBSERVATIONS - July 20, 1988
 PB0231
 PB0231  HISTORY     - Date     Condition        Report By
 PB0231  HISTORY     - 1927     MONUMENTED       USGS
 PB0231  HISTORY     - 1934     GOOD             NGS
 PB0231  HISTORY     - 1971     GOOD             NGS
 PB0231  HISTORY     - 19880720 GOOD             NGS
 PB0231  HISTORY     - 20051011 GOOD             GEOCAC
 PB0231
 PB0231                          STATION DESCRIPTION
 PB0231
 PB0231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PB0231'5.3 MI NE FROM LAPINE.
 PB0231'5.3 MILES NORTHEAST ALONG THE DALLES- CALIFORNIA HIGHWAY FROM LAPINE,
 PB0231'DESCHUTES COUNTY, AT MILEAGE 166.4, AT THE SOUTH END OF A TANGENT
 PB0231'ACCROSS PAULINA PRAIRIE, 80 FEET WEST OF THE HIGHWAY, IN THE EAST
 PB0231'HEADWALL OF A GREAT NORTHERN RAILWAY DOUBLE PIPE CULVERT OVER AN
 PB0231'IRRIGATION DITCH, 18.0 FEET FROM THE TRACK CENTERLINE.  A UNITED
 PB0231'STATES GEOLOGICAL SURVEY STANDARD DISK STAMPED 4215.910 1927.
 PB0231
 PB0231                          STATION RECOVERY (1971)
 PB0231
 PB0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 PB0231'RECOVERED IN GOOD CONDITION.
 PB0231
 PB0231                          STATION RECOVERY (1988)
 PB0231
 PB0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 PB0231'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  8.4 KM
 PB0231'(5.20 MI) NORTHERLY ALONG U.S. HIGHWAY 97 FROM THE POST OFFICE IN
 PB0231'LAPINE.  ADD--26.0 M NORTH OF THE CENTERLINE OF A GRAVELED ROAD
 PB0231'LEADING WEST.
 PB0231
 PB0231                          STATION RECOVERY (2005)
 PB0231
 PB0231'RECOVERY NOTE BY GEOCACHING 2005 (JLH)
 PB0231'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0433 ***********************************************************************
 PB0433  DESIGNATION -  4223
 PB0433  PID         -  PB0433
 PB0433  STATE/COUNTY-  OR/DESCHUTES
 PB0433  USGS QUAD   -  LA PINE (1981)
 PB0433
 PB0433                         *CURRENT SURVEY CONTROL
 PB0433  ___________________________________________________________________
 PB0433* NAD 83(1986)-  43 39 54.     (N)    121 30 28.     (W)     SCALED    
 PB0433* NAVD 88     -      1288.48   (+/-2cm)    4227.3    (feet)  VERTCON   
 PB0433  ___________________________________________________________________
 PB0433  GEOID HEIGHT-         -20.99  (meters)                     GEOID03
 PB0433  VERT ORDER  -  ? (See Below)
 PB0433
 PB0433.The horizontal coordinates were scaled from a topographic map and have
 PB0433.an estimated accuracy of +/- 6 seconds.
 PB0433
 PB0433.The NAVD 88 height was computed by applying the VERTCON shift value to
 PB0433.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PB0433.The vertical order pertains to the NGVD 29 superseded value.
 PB0433
 PB0433.The geoid height was determined by GEOID03.
 PB0433
 PB0433;                    North         East    Units  Estimated Accuracy
 PB0433;SPC OR S     -   222,470.    1,418,720.      MT  (+/- 180 meters Scaled)
 PB0433
 PB0433                          SUPERSEDED SURVEY CONTROL
 PB0433
 PB0433  NGVD 29 (??/??/92) 1287.238  (m)         4223.21   (f) ADJ UNCH    ?  
 PB0433
 PB0433.Superseded values are not recommended for survey control.
 PB0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0433.See file dsdata.txt to determine how the superseded data were derived.
 PB0433
 PB0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP203357(NAD 83)
 PB0433_MARKER: N = NAIL
 PB0433_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PB0433_SP_SET: PINE TREE
 PB0433_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PB0433
 PB0433  HISTORY     - Date     Condition        Report By
 PB0433  HISTORY     - UNK      MONUMENTED       ORDT
 PB0433  HISTORY     - 1934     GOOD             NGS
 PB0433
 PB0433                          STATION DESCRIPTION
 PB0433
 PB0433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PB0433'0.3 MI S FROM LAPINE.
 PB0433'ABOUT 0.3 MILE SOUTH ALONG THE DALLES - CALIFORNIA HIGHWAY FROM
 PB0433'LAPINE, DESCHUTES COUNTY, AT MILEAGE 172.0, 27 FEET EAST OF A CONCRETE
 PB0433'CULVERT, AN 18 INCH FORKED PINE TREE WITH A BLAZE ON THE WEST FACE, 6
 PB0433'INCHES BELOW THE BLAZE, THE HEAD OF A NAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0432 ***********************************************************************
 PB0432  DESIGNATION -  4224
 PB0432  PID         -  PB0432
 PB0432  STATE/COUNTY-  OR/DESCHUTES
 PB0432  USGS QUAD   -  LA PINE (1981)
 PB0432
 PB0432                         *CURRENT SURVEY CONTROL
 PB0432  ___________________________________________________________________
 PB0432* NAD 83(1986)-  43 39 56.     (N)    121 30 29.     (W)     SCALED    
 PB0432* NAVD 88     -      1288.680  (meters)    4227.94   (feet)  ADJUSTED  
 PB0432  ___________________________________________________________________
 PB0432  GEOID HEIGHT-         -20.99  (meters)                     GEOID03
 PB0432  DYNAMIC HT  -        1288.053 (meters)    4225.89  (feet)  COMP
 PB0432  MODELED GRAV-     980,087.9   (mgal)                       NAVD 88
 PB0432
 PB0432  VERT ORDER  -  FIRST     CLASS II
 PB0432
 PB0432.The horizontal coordinates were scaled from a topographic map and have
 PB0432.an estimated accuracy of +/- 6 seconds.
 PB0432
 PB0432.The orthometric height was determined by differential leveling
 PB0432.and adjusted in June 1991.
 PB0432
 PB0432.The geoid height was determined by GEOID03.
 PB0432
 PB0432.The dynamic height is computed by dividing the NAVD 88
 PB0432.geopotential number by the normal gravity value computed on the
 PB0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0432.degrees latitude (g = 980.6199 gals.).
 PB0432
 PB0432.The modeled gravity was interpolated from observed gravity values.
 PB0432
 PB0432;                    North         East    Units  Estimated Accuracy
 PB0432;SPC OR S     -   222,540.    1,418,700.      MT  (+/- 180 meters Scaled)
 PB0432
 PB0432                          SUPERSEDED SURVEY CONTROL
 PB0432
 PB0432  NGVD 29 (??/??/92) 1287.434  (m)         4223.86   (f) ADJ UNCH    1 2
 PB0432
 PB0432.Superseded values are not recommended for survey control.
 PB0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0432.See file dsdata.txt to determine how the superseded data were derived.
 PB0432
 PB0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP202358(NAD 83)
 PB0432_MARKER: N = NAIL
 PB0432_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PB0432_SP_SET: PINE TREE
 PB0432_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PB0432
 PB0432  HISTORY     - Date     Condition        Report By
 PB0432  HISTORY     - UNK      MONUMENTED       LOCENG
 PB0432  HISTORY     - 1934     GOOD             NGS
 PB0432
 PB0432                          STATION DESCRIPTION
 PB0432
 PB0432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PB0432'0.3 MI S FROM LAPINE.
 PB0432'0.3 MILE SOUTH ALONG THE DALLES - CALIFORNIA HIGHWAY FROM LAPINE,
 PB0432'DESCHUTES COUNTY, 48 FEET WEST OF MILEPOST 172, 230 FEET NORTH OF A
 PB0432'CONCRETE PIPE CULVERT, IN THE BASE OF AN 18 INCH PINE TREE MARKED WITH
 PB0432'A BLAZE ON THE SOUTHWEST SIDE.  THE HEAD OF A NAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0235 ***********************************************************************
 PB0235  DESIGNATION -  4226
 PB0235  PID         -  PB0235
 PB0235  STATE/COUNTY-  OR/DESCHUTES
 PB0235  USGS QUAD   -  FINLEY BUTTE (1981)
 PB0235
 PB0235                         *CURRENT SURVEY CONTROL
 PB0235  ___________________________________________________________________
 PB0235* NAD 83(1986)-  43 40 54.     (N)    121 29 40.     (W)     SCALED    
 PB0235* NAVD 88     -      1289.334  (meters)    4230.09   (feet)  ADJUSTED  
 PB0235  ___________________________________________________________________
 PB0235  GEOID HEIGHT-         -20.95  (meters)                     GEOID03
 PB0235  DYNAMIC HT  -        1288.708 (meters)    4228.04  (feet)  COMP
 PB0235  MODELED GRAV-     980,089.5   (mgal)                       NAVD 88
 PB0235
 PB0235  VERT ORDER  -  FIRST     CLASS II
 PB0235
 PB0235.The horizontal coordinates were scaled from a topographic map and have
 PB0235.an estimated accuracy of +/- 6 seconds.
 PB0235
 PB0235.The orthometric height was determined by differential leveling
 PB0235.and adjusted in June 1991.
 PB0235
 PB0235.The geoid height was determined by GEOID03.
 PB0235
 PB0235.The dynamic height is computed by dividing the NAVD 88
 PB0235.geopotential number by the normal gravity value computed on the
 PB0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0235.degrees latitude (g = 980.6199 gals.).
 PB0235
 PB0235.The modeled gravity was interpolated from observed gravity values.
 PB0235
 PB0235;                    North         East    Units  Estimated Accuracy
 PB0235;SPC OR S     -   224,310.    1,419,820.      MT  (+/- 180 meters Scaled)
 PB0235
 PB0235                          SUPERSEDED SURVEY CONTROL
 PB0235
 PB0235  NGVD 29 (??/??/92) 1288.088  (m)         4226.00   (f) ADJ UNCH    1 2
 PB0235
 PB0235.Superseded values are not recommended for survey control.
 PB0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0235.See file dsdata.txt to determine how the superseded data were derived.
 PB0235
 PB0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP213376(NAD 83)
 PB0235_MARKER: Q = CHISELED SQUARE
 PB0235_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PB0235_SP_SET: CULVERT
 PB0235_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PB0235
 PB0235  HISTORY     - Date     Condition        Report By
 PB0235  HISTORY     - UNK      MONUMENTED       ORGS
 PB0235  HISTORY     - 1934     GOOD             NGS
 PB0235  HISTORY     - 1961     MARK NOT FOUND   NGS
 PB0235
 PB0235                          STATION DESCRIPTION
 PB0235
 PB0235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PB0235'1.1 MI NE FROM LAPINE.
 PB0235'1.1 MILES NORTHEAST ALONG THE DALLES- CALIFORNIA HIGHWAY FROM LAPINE,
 PB0235'DESCHUTES COUNTY, NEAR MILEAGE 170.7, IN THE WEST HEADWALL OF A
 PB0235'CONCRETE CULVERT.  A CHISLED SQUARE.
 PB0235
 PB0235                          STATION RECOVERY (1961)
 PB0235
 PB0235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 PB0235'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0431 ***********************************************************************
 PB0431  DESIGNATION -  4232
 PB0431  PID         -  PB0431
 PB0431  STATE/COUNTY-  OR/DESCHUTES
 PB0431  USGS QUAD   -  LA PINE (1981)
 PB0431
 PB0431                         *CURRENT SURVEY CONTROL
 PB0431  ___________________________________________________________________
 PB0431* NAD 83(1986)-  43 40 26.     (N)    121 30 21.     (W)     SCALED    
 PB0431* NAVD 88     -      1291.02   (+/-2cm)    4235.6    (feet)  VERTCON   
 PB0431  ___________________________________________________________________
 PB0431  GEOID HEIGHT-         -20.98  (meters)                     GEOID03
 PB0431  VERT ORDER  -  ? (See Below)
 PB0431
 PB0431.The horizontal coordinates were scaled from a topographic map and have
 PB0431.an estimated accuracy of +/- 6 seconds.
 PB0431
 PB0431.The NAVD 88 height was computed by applying the VERTCON shift value to
 PB0431.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PB0431.The vertical order pertains to the NGVD 29 superseded value.
 PB0431
 PB0431.The geoid height was determined by GEOID03.
 PB0431
 PB0431;                    North         East    Units  Estimated Accuracy
 PB0431;SPC OR S     -   223,460.    1,418,890.      MT  (+/- 180 meters Scaled)
 PB0431
 PB0431                          SUPERSEDED SURVEY CONTROL
 PB0431
 PB0431  NGVD 29 (??/??/92) 1289.781  (m)         4231.56   (f) ADJ UNCH    ?  
 PB0431
 PB0431.Superseded values are not recommended for survey control.
 PB0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0431.See file dsdata.txt to determine how the superseded data were derived.
 PB0431
 PB0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP204367(NAD 83)
 PB0431_MARKER: Q = CHISELED SQUARE
 PB0431_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PB0431_SP_SET: FOUNDATION
 PB0431_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PB0431
 PB0431  HISTORY     - Date     Condition        Report By
 PB0431  HISTORY     - UNK      MONUMENTED       ORGS
 PB0431  HISTORY     - 1927     GOOD             NGS
 PB0431  HISTORY     - 1934     GOOD             NGS
 PB0431
 PB0431                          STATION DESCRIPTION
 PB0431
 PB0431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1927
 PB0431'IN LAPINE.
 PB0431'AT LAPINE, DESCHUTES COUNTY, IN THE NORTH PART OF TOWN, AT THE S.E.
 PB0431'CORNER OF THE PUBLIC SCHOOL, AND ON THE CONCRETE CAP OF THE STONE
 PB0431'FOUNDATION.  A CHISELED SQUARE.
 PB0431
 PB0431                          STATION RECOVERY (1934)
 PB0431
 PB0431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PB0431'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0616 ***********************************************************************
 RA0616  DESIGNATION -  4242
 RA0616  PID         -  RA0616
 RA0616  STATE/COUNTY-  OR/WALLOWA
 RA0616  USGS QUAD   -  FLORA (1967)
 RA0616
 RA0616                         *CURRENT SURVEY CONTROL
 RA0616  ___________________________________________________________________
 RA0616* NAD 83(1986)-  45 54 50.     (N)    117 20 45.     (W)     SCALED    
 RA0616* NAVD 88     -      1293.782  (meters)    4244.68   (feet)  ADJUSTED  
 RA0616  ___________________________________________________________________
 RA0616  GEOID HEIGHT-         -17.30  (meters)                     GEOID03
 RA0616  DYNAMIC HT  -        1293.461 (meters)    4243.63  (feet)  COMP
 RA0616  MODELED GRAV-     980,321.6   (mgal)                       NAVD 88
 RA0616
 RA0616  VERT ORDER  -  SECOND    CLASS 0
 RA0616
 RA0616.The horizontal coordinates were scaled from a topographic map and have
 RA0616.an estimated accuracy of +/- 6 seconds.
 RA0616
 RA0616.The orthometric height was determined by differential leveling
 RA0616.and adjusted in June 1991.
 RA0616
 RA0616.The geoid height was determined by GEOID03.
 RA0616
 RA0616.The dynamic height is computed by dividing the NAVD 88
 RA0616.geopotential number by the normal gravity value computed on the
 RA0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0616.degrees latitude (g = 980.6199 gals.).
 RA0616
 RA0616.The modeled gravity was interpolated from observed gravity values.
 RA0616
 RA0616;                    North         East    Units  Estimated Accuracy
 RA0616;SPC OR N     -   254,500.    2,744,640.      MT  (+/- 180 meters Scaled)
 RA0616
 RA0616                          SUPERSEDED SURVEY CONTROL
 RA0616
 RA0616  NGVD 29 (??/??/92) 1292.626  (m)         4240.89   (f) ADJ UNCH    2 0
 RA0616
 RA0616.Superseded values are not recommended for survey control.
 RA0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0616.See file dsdata.txt to determine how the superseded data were derived.
 RA0616
 RA0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML731845(NAD 83)
 RA0616_MARKER: DD = SURVEY DISK
 RA0616_SETTING: 80 = SET IN A BOULDER
 RA0616_SP_SET: BOULDER
 RA0616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0616+STABILITY: SURFACE MOTION
 RA0616
 RA0616  HISTORY     - Date     Condition        Report By
 RA0616  HISTORY     - UNK      MONUMENTED       USFS
 RA0616  HISTORY     - 1945     GOOD             NGS
 RA0616
 RA0616                          STATION DESCRIPTION
 RA0616
 RA0616'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 RA0616'2.3 MI NW FROM FLORA.
 RA0616'2.3 MILES NORTHWEST OF THE FLORA POST OFFICE, ALONG THE TROY-FLORA
 RA0616'ROAD, 56 FEET SOUTHEAST OF A FENCE CORNER, 24.5 FEET SOUTHWEST OF THE
 RA0616'CENTER LINE OF THE ROAD, 2.3 FEET SOUTHWEST OF THE FENCE LINE.  A
 RA0616'CHISELED SQUARE IN THE TOP OF A BOULDER FLUSH WITH THE GROUND.  THIS
 RA0616'MARK WAS REPORTED AS A MONEL RIVET.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0384 ***********************************************************************
 QC0384  DESIGNATION -  4242
 QC0384  PID         -  QC0384
 QC0384  STATE/COUNTY-  OR/GRANT
 QC0384  USGS QUAD   -  FUNNY BUTTE (1992)
 QC0384
 QC0384                         *CURRENT SURVEY CONTROL
 QC0384  ___________________________________________________________________
 QC0384* NAD 83(1986)-  44 06 04.     (N)    119 30 36.     (W)     SCALED    
 QC0384* NAVD 88     -      1294.146  (meters)    4245.88   (feet)  ADJUSTED  
 QC0384  ___________________________________________________________________
 QC0384  GEOID HEIGHT-         -18.66  (meters)                     GEOID03
 QC0384  DYNAMIC HT  -        1293.566 (meters)    4243.97  (feet)  COMP
 QC0384  MODELED GRAV-     980,125.8   (mgal)                       NAVD 88
 QC0384
 QC0384  VERT ORDER  -  SECOND    CLASS 0
 QC0384
 QC0384.The horizontal coordinates were scaled from a topographic map and have
 QC0384.an estimated accuracy of +/- 6 seconds.
 QC0384
 QC0384.The orthometric height was determined by differential leveling
 QC0384.and adjusted in June 1991.
 QC0384
 QC0384.The geoid height was determined by GEOID03.
 QC0384
 QC0384.The dynamic height is computed by dividing the NAVD 88
 QC0384.geopotential number by the normal gravity value computed on the
 QC0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0384.degrees latitude (g = 980.6199 gals.).
 QC0384
 QC0384.The modeled gravity was interpolated from observed gravity values.
 QC0384
 QC0384;                    North         East    Units  Estimated Accuracy
 QC0384;SPC OR N     -    48,760.    2,579,270.      MT  (+/- 180 meters Scaled)
 QC0384
 QC0384                          SUPERSEDED SURVEY CONTROL
 QC0384
 QC0384  NGVD 29 (??/??/92) 1292.928  (m)         4241.88   (f) ADJ UNCH    2 0
 QC0384
 QC0384.Superseded values are not recommended for survey control.
 QC0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0384.See file dsdata.txt to determine how the superseded data were derived.
 QC0384
 QC0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKJ991861(NAD 83)
 QC0384_MARKER: N = NAIL
 QC0384_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QC0384_SP_SET: HUB
 QC0384_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QC0384
 QC0384  HISTORY     - Date     Condition        Report By
 QC0384  HISTORY     - UNK      MONUMENTED       USGS
 QC0384  HISTORY     - 1934     GOOD             NGS
 QC0384
 QC0384                          STATION DESCRIPTION
 QC0384
 QC0384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QC0384'2.2 MI W FROM KEERINS RANCH.
 QC0384'2.2. MI. WEST, ALONG KEERINS RANCH-SUPLEE ROAD.  7.1 MI. W. OF
 QC0384'TURN-OFF TO POST OFFICE AT IZEE AT THE MOUTH OF COW CREEK, 100 FEET
 QC0384'EAST OF BRIDGE, IN ANGLE OF ROAD WYE, SET IN TOP OF HUB.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0990 ***********************************************************************
 QD0990  DESIGNATION -  4245
 QD0990  PID         -  QD0990
 QD0990  STATE/COUNTY-  OR/LANE
 QD0990  USGS QUAD   -  LINTON LAKE (1988)
 QD0990
 QD0990                         *CURRENT SURVEY CONTROL
 QD0990  ___________________________________________________________________
 QD0990* NAD 83(1986)-  44 11 21.     (N)    121 53 39.     (W)     SCALED    
 QD0990* NAVD 88     -      1295.272  (meters)    4249.57   (feet)  POSTED    
 QD0990  ___________________________________________________________________
 QD0990  GEOID HEIGHT-         -20.98  (meters)                     GEOID03
 QD0990  DYNAMIC HT  -        1294.740 (meters)    4247.83  (feet)  COMP
 QD0990  MODELED GRAV-     980,163.7   (mgal)                       NAVD 88
 QD0990
 QD0990  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 QD0990
 QD0990.The horizontal coordinates were scaled from a topographic map and have
 QD0990.an estimated accuracy of +/- 6 seconds.
 QD0990
 QD0990.The orthometric height was determined by differential leveling
 QD0990.and adjusted by the  in 1992.
 QD0990.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 QD0990.rate of 1.1 thru 2.0 mm/km.
 QD0990
 QD0990.The geoid height was determined by GEOID03.
 QD0990
 QD0990.The dynamic height is computed by dividing the NAVD 88
 QD0990.geopotential number by the normal gravity value computed on the
 QD0990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0990.degrees latitude (g = 980.6199 gals.).
 QD0990
 QD0990.The modeled gravity was interpolated from observed gravity values.
 QD0990
 QD0990;                    North         East    Units  Estimated Accuracy
 QD0990;SPC OR S     -   281,150.    1,388,530.      MT  (+/- 180 meters Scaled)
 QD0990
 QD0990                          SUPERSEDED SURVEY CONTROL
 QD0990
 QD0990  NGVD 29 (??/??/92) 1294.046  (m)         4245.55   (f) ADJ UNCH    1 2
 QD0990
 QD0990.Superseded values are not recommended for survey control.
 QD0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0990.See file dsdata.txt to determine how the superseded data were derived.
 QD0990
 QD0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP883934(NAD 83)
 QD0990_MARKER: B = BOLT
 QD0990_SETTING: 80 = SET IN A BOULDER
 QD0990_SP_SET: BOULDER
 QD0990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0990+STABILITY: SURFACE MOTION
 QD0990
 QD0990  HISTORY     - Date     Condition        Report By
 QD0990  HISTORY     - UNK      MONUMENTED       USGS
 QD0990  HISTORY     - 1943     GOOD             NGS
 QD0990
 QD0990                          STATION DESCRIPTION
 QD0990
 QD0990'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QD0990'8.8 MI SW FROM MCKENZIE PASS.
 QD0990'ABOUT 8.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 28 FROM MCKENZIE PASS,
 QD0990'17.4 MILES EAST OF MCKENZIE BRIDGE, 9.0 FEET NORTHEAST OF THE
 QD0990'NORTHEAST SIDE OF A 20 FOOT WOODEN BRIDGE, SET IN THE TOP OF A LARGE
 QD0990'BOULDER, ABOUT 3.0 FEET BELOW HIGHWAY LEVEL, 21.0 FEET NORTHEAST OF
 QD0990'THE CENTER LINE OF THE HIGHWAY, A COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0537 ***********************************************************************
 PB0537  DESIGNATION -  4245
 PB0537  PID         -  PB0537
 PB0537  STATE/COUNTY-  OR/DESCHUTES
 PB0537  USGS QUAD   -  LA PINE (1981)
 PB0537
 PB0537                         *CURRENT SURVEY CONTROL
 PB0537  ___________________________________________________________________
 PB0537* NAD 83(1986)-  43 44 27.     (N)    121 36 24.     (W)     SCALED    
 PB0537* NAVD 88     -      1295.263  (meters)    4249.54   (feet)  ADJUSTED  
 PB0537  ___________________________________________________________________
 PB0537  GEOID HEIGHT-         -21.00  (meters)                     GEOID03
 PB0537  DYNAMIC HT  -        1294.656 (meters)    4247.55  (feet)  COMP
 PB0537  MODELED GRAV-     980,105.4   (mgal)                       NAVD 88
 PB0537
 PB0537  VERT ORDER  -  SECOND    CLASS 0
 PB0537
 PB0537.The horizontal coordinates were scaled from a topographic map and have
 PB0537.an estimated accuracy of +/- 6 seconds.
 PB0537
 PB0537.The orthometric height was determined by differential leveling
 PB0537.and adjusted in June 1991.
 PB0537
 PB0537.The geoid height was determined by GEOID03.
 PB0537
 PB0537.The dynamic height is computed by dividing the NAVD 88
 PB0537.geopotential number by the normal gravity value computed on the
 PB0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0537.degrees latitude (g = 980.6199 gals.).
 PB0537
 PB0537.The modeled gravity was interpolated from observed gravity values.
 PB0537
 PB0537;                    North         East    Units  Estimated Accuracy
 PB0537;SPC OR S     -   231,000.    1,410,860.      MT  (+/- 180 meters Scaled)
 PB0537
 PB0537                          SUPERSEDED SURVEY CONTROL
 PB0537
 PB0537  NGVD 29 (??/??/92) 1294.030  (m)         4245.50   (f) ADJ UNCH    2 0
 PB0537
 PB0537.Superseded values are not recommended for survey control.
 PB0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0537.See file dsdata.txt to determine how the superseded data were derived.
 PB0537
 PB0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP121440(NAD 83)
 PB0537_MARKER: DD = SURVEY DISK
 PB0537_SETTING: 80 = SET IN A BOULDER
 PB0537_SP_SET: BOULDER
 PB0537_STAMPING: 4245 FT.
 PB0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0537+STABILITY: SURFACE MOTION
 PB0537
 PB0537  HISTORY     - Date     Condition        Report By
 PB0537  HISTORY     - UNK      MONUMENTED       USGS
 PB0537  HISTORY     - 1942     GOOD             NGS
 PB0537
 PB0537                          STATION DESCRIPTION
 PB0537
 PB0537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 PB0537'10.4 MI NW FROM LAPINE.
 PB0537'ALONG DALLES-CALIFORNIA HIGHWAY, 3 MILES NORTH.  THENCE, 7.4 MILES
 PB0537'WEST ALONG CRANE PRAIRIE DAM ROAD, 11.8 MILES EAST OF ELK LAKE ROAD.
 PB0537'60 FEET SOUTHEAST OF SOUTHEAST CORNER OF DESCHUTES RIVER BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0440 ***********************************************************************
 QC0440  DESIGNATION -  4253.0
 QC0440  PID         -  QC0440
 QC0440  STATE/COUNTY-  OR/WHEELER
 QC0440  USGS QUAD   -  DERR MEADOWS (1992)
 QC0440
 QC0440                         *CURRENT SURVEY CONTROL
 QC0440  ___________________________________________________________________
 QC0440* NAD 83(1986)-  44 29 48.     (N)    119 56 23.     (W)     SCALED    
 QC0440* NAVD 88     -      1297.489  (meters)    4256.85   (feet)  ADJUSTED  
 QC0440  ___________________________________________________________________
 QC0440  GEOID HEIGHT-         -19.07  (meters)                     GEOID03
 QC0440  DYNAMIC HT  -        1296.978 (meters)    4255.17  (feet)  COMP
 QC0440  MODELED GRAV-     980,179.1   (mgal)                       NAVD 88
 QC0440
 QC0440  VERT ORDER  -  SECOND    CLASS 0
 QC0440
 QC0440.The horizontal coordinates were scaled from a topographic map and have
 QC0440.an estimated accuracy of +/- 6 seconds.
 QC0440
 QC0440.The orthometric height was determined by differential leveling
 QC0440.and adjusted in June 1991.
 QC0440
 QC0440.The geoid height was determined by GEOID03.
 QC0440
 QC0440.The dynamic height is computed by dividing the NAVD 88
 QC0440.geopotential number by the normal gravity value computed on the
 QC0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0440.degrees latitude (g = 980.6199 gals.).
 QC0440
 QC0440.The modeled gravity was interpolated from observed gravity values.
 QC0440
 QC0440;                    North         East    Units  Estimated Accuracy
 QC0440;SPC OR N     -    92,390.    2,544,560.      MT  (+/- 180 meters Scaled)
 QC0440
 QC0440                          SUPERSEDED SURVEY CONTROL
 QC0440
 QC0440  NGVD 29 (??/??/92) 1296.241  (m)         4252.75   (f) ADJ UNCH    2 0
 QC0440
 QC0440.Superseded values are not recommended for survey control.
 QC0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0440.See file dsdata.txt to determine how the superseded data were derived.
 QC0440
 QC0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKK662312(NAD 83)
 QC0440_MARKER: N = NAIL
 QC0440_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QC0440_SP_SET: PINE TREE
 QC0440_STAMPING: 4253.0
 QC0440_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QC0440
 QC0440  HISTORY     - Date     Condition        Report By
 QC0440  HISTORY     - UNK      MONUMENTED       USGS
 QC0440  HISTORY     - 1949     GOOD             NGS
 QC0440
 QC0440                          STATION DESCRIPTION
 QC0440
 QC0440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 QC0440'6.2 MI N FROM DERR G.S..
 QC0440'6.2 MILES NORTH ALONG A FOREST SERVICE ROAD FROM DERR GUARD STATION,
 QC0440'AT A LONG CURVE, 47 FEET NORTHWEST OF THE NORTHEND OF AN 19 INCH
 QC0440'CORRUGATED METAL PIPE CULVERT UNDER THE ROAD, 20 FEET NORTHWEST OF THE
 QC0440'CENTERLINE OF THE ROAD, AND DRIVEN IN THE NORTHWEST BASE OF A 36 INCH
 QC0440'PINE TREE BEARING AN ALUMINUM PLATE STAMPED 4253.0.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0298 ***********************************************************************
 RB0298  DESIGNATION -  4255
 RB0298  PID         -  RB0298
 RB0298  STATE/COUNTY-  OR/UMATILLA
 RB0298  USGS QUAD   -  CARNEY BUTTE (1995)
 RB0298
 RB0298                         *CURRENT SURVEY CONTROL
 RB0298  ___________________________________________________________________
 RB0298* NAD 83(1986)-  45 16 09.     (N)    118 58 37.     (W)     SCALED    
 RB0298* NAVD 88     -      1298.16   (+/-2cm)    4259.0    (feet)  VERTCON   
 RB0298  ___________________________________________________________________
 RB0298  GEOID HEIGHT-         -18.85  (meters)                     GEOID03
 RB0298  VERT ORDER  -  ? (See Below)
 RB0298
 RB0298.The horizontal coordinates were scaled from a topographic map and have
 RB0298.an estimated accuracy of +/- 6 seconds.
 RB0298
 RB0298.The NAVD 88 height was computed by applying the VERTCON shift value to
 RB0298.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RB0298.The vertical order pertains to the NGVD 29 superseded value.
 RB0298
 RB0298.The geoid height was determined by GEOID03.
 RB0298
 RB0298;                    North         East    Units  Estimated Accuracy
 RB0298;SPC OR N     -   179,200.    2,619,510.      MT  (+/- 180 meters Scaled)
 RB0298
 RB0298                          SUPERSEDED SURVEY CONTROL
 RB0298
 RB0298  NGVD 29 (??/??/92) 1297.000  (m)         4255.24   (f) ADJ UNCH    ?  
 RB0298
 RB0298.Superseded values are not recommended for survey control.
 RB0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0298.See file dsdata.txt to determine how the superseded data were derived.
 RB0298
 RB0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL449147(NAD 83)
 RB0298_MARKER: N = NAIL
 RB0298_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RB0298_SP_SET: PINE TREE
 RB0298_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RB0298
 RB0298  HISTORY     - Date     Condition        Report By
 RB0298  HISTORY     - UNK      MONUMENTED       ORDT
 RB0298  HISTORY     - 1968     MARK NOT FOUND   NGS
 RB0298
 RB0298                          STATION DESCRIPTION
 RB0298
 RB0298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RB0298'11.3 MI N FROM UKIAH.
 RB0298'ABOUT 11.1 MILES NORTH ALONG THE PENDLETON-JOHN DAY HIGHWAY (U.S. 395)
 RB0298'FROM UKIAH, UMATILLA COUNTY, ABOUT 300 FEET NORTH OF THE CIMON SERVICE
 RB0298'STATION, ABOUT 200 FEET SOUTH OF THE ROAD SUMMIT, AT THE SOUTH EDGE OF
 RB0298'A ROAD LEADING EAST, 48 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 RB0298'AND IN THE WEST SIDE OF A 24-INCH FORKED-TOP PINE TREE. A NAIL. NOTE--
 RB0298'T.B.M. 58 IS IN THE BASE OF THE SAME TREE THE FOLLOWING IS THE
 RB0298'ORIGINAL DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1110 ***********************************************************************
 QD1110  DESIGNATION -  426
 QD1110  PID         -  QD1110
 QD1110  STATE/COUNTY-  OR/JEFFERSON
 QD1110  USGS QUAD   -  BLACK BUTTE (1988)
 QD1110
 QD1110                         *CURRENT SURVEY CONTROL
 QD1110  ___________________________________________________________________
 QD1110* NAD 83(1986)-  44 23 35.     (N)    121 40 28.     (W)     SCALED    
 QD1110* NAVD 88     -      1014.780  (meters)    3329.32   (feet)  ADJUSTED  
 QD1110  ___________________________________________________________________
 QD1110  GEOID HEIGHT-         -21.33  (meters)                     GEOID03
 QD1110  DYNAMIC HT  -        1014.420 (meters)    3328.14  (feet)  COMP
 QD1110  MODELED GRAV-     980,229.0   (mgal)                       NAVD 88
 QD1110
 QD1110  VERT ORDER  -  FIRST     CLASS II
 QD1110
 QD1110.The horizontal coordinates were scaled from a topographic map and have
 QD1110.an estimated accuracy of +/- 6 seconds.
 QD1110
 QD1110.The orthometric height was determined by differential leveling
 QD1110.and adjusted in June 1991.
 QD1110
 QD1110.The geoid height was determined by GEOID03.
 QD1110
 QD1110.The dynamic height is computed by dividing the NAVD 88
 QD1110.geopotential number by the normal gravity value computed on the
 QD1110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1110.degrees latitude (g = 980.6199 gals.).
 QD1110
 QD1110.The modeled gravity was interpolated from observed gravity values.
 QD1110
 QD1110;                    North         East    Units  Estimated Accuracy
 QD1110;SPC OR N     -    81,400.    2,406,430.      MT  (+/- 180 meters Scaled)
 QD1110
 QD1110                          SUPERSEDED SURVEY CONTROL
 QD1110
 QD1110  NGVD 29 (??/??/92) 1013.640  (m)         3325.58   (f) ADJ UNCH    1 2
 QD1110
 QD1110.Superseded values are not recommended for survey control.
 QD1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1110.See file dsdata.txt to determine how the superseded data were derived.
 QD1110
 QD1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ055163(NAD 83)
 QD1110_MARKER: DB = BENCH MARK DISK
 QD1110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD1110_SP_SET: CONCRETE POST
 QD1110_STAMPING: 3326 23 426 1934
 QD1110_MARK LOGO: BPR   
 QD1110_PROJECTION: PROJECTING 9 CENTIMETERS
 QD1110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD1110+STABILITY: SURFACE MOTION
 QD1110
 QD1110  HISTORY     - Date     Condition        Report By
 QD1110  HISTORY     - UNK      MONUMENTED       BPR
 QD1110  HISTORY     - 1941     GOOD             NGS
 QD1110  HISTORY     - 1987     GOOD             NGS
 QD1110
 QD1110                          STATION DESCRIPTION
 QD1110
 QD1110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QD1110'10.05 MI NW FROM SISTERS.
 QD1110'MARK IS LOCATED ALONG U.S. HIGHWAY NO. 20, 300 FEET NORTHWEST OF
 QD1110'JUNCTION OF ROAD TO METOLIUS RECREATION AREA, 66 FEET NORTHEAST CENTER
 QD1110'LINE OF HIGHWAY, 24 FEET NORTHWEST OF 3 1/2 FOOT BLAZED PINE TREE, 40
 QD1110'FEET NORTHEAST OF F.H.P. POST 23 D AND 23 F. U.S.B.M. WITNESS POST IS
 QD1110'SET NEAR THE MARK, ON BOUNDARY LINE OF JEFFERSON AND DESCHUTES
 QD1110'COUNTIES.
 QD1110
 QD1110                          STATION RECOVERY (1987)
 QD1110
 QD1110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QD1110'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  15.9 KM
 QD1110'(9.90 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 20 FROM ITS JUNCTION WITH
 QD1110'FIR STREET IN SISTERS, 95.7 M (314.0 FT) NORTHWEST OF THE CENTERLINE
 QD1110'OF GEO. MCALLISTER ROAD LEADING NORTH TO CAMP SHERMAN, 38.7 M
 QD1110'(127.0 FT) NORTHWEST OF M 297 USGS, 21.9 M (71.9 FT) NORTHEAST OF THE
 QD1110'CENTER OF THE HIGHWAY, AND 13.0 M (42.7 FT) SOUTHEAST OF THE
 QD1110'JEFFERSON COUNTY LINE SIGN POST.
 QD1110'THE MARK IS 0.5 METERS  W FROM  A WITNESS POST
 QD1110'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0196 ***********************************************************************
 PB0196  DESIGNATION -  4260
 PB0196  PID         -  PB0196
 PB0196  STATE/COUNTY-  OR/KLAMATH
 PB0196  USGS QUAD   -  MOFFITT BUTTE (1981)
 PB0196
 PB0196                         *CURRENT SURVEY CONTROL
 PB0196  ___________________________________________________________________
 PB0196* NAD 83(1986)-  43 36 13.     (N)    121 29 57.     (W)     SCALED    
 PB0196* NAVD 88     -      1299.713  (meters)    4264.14   (feet)  ADJUSTED  
 PB0196  ___________________________________________________________________
 PB0196  GEOID HEIGHT-         -21.01  (meters)                     GEOID03
 PB0196  DYNAMIC HT  -        1299.076 (meters)    4262.05  (feet)  COMP
 PB0196  MODELED GRAV-     980,084.4   (mgal)                       NAVD 88
 PB0196
 PB0196  VERT ORDER  -  SECOND    CLASS 0
 PB0196
 PB0196.The horizontal coordinates were scaled from a topographic map and have
 PB0196.an estimated accuracy of +/- 6 seconds.
 PB0196
 PB0196.The orthometric height was determined by differential leveling
 PB0196.and adjusted in June 1991.
 PB0196
 PB0196.The geoid height was determined by GEOID03.
 PB0196
 PB0196.The dynamic height is computed by dividing the NAVD 88
 PB0196.geopotential number by the normal gravity value computed on the
 PB0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0196.degrees latitude (g = 980.6199 gals.).
 PB0196
 PB0196.The modeled gravity was interpolated from observed gravity values.
 PB0196
 PB0196;                    North         East    Units  Estimated Accuracy
 PB0196;SPC OR S     -   215,650.    1,419,340.      MT  (+/- 180 meters Scaled)
 PB0196
 PB0196                          SUPERSEDED SURVEY CONTROL
 PB0196
 PB0196  NGVD 29 (??/??/92) 1298.470  (m)         4260.06   (f) ADJ UNCH    2 0
 PB0196
 PB0196.Superseded values are not recommended for survey control.
 PB0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0196.See file dsdata.txt to determine how the superseded data were derived.
 PB0196
 PB0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP211289(NAD 83)
 PB0196_MARKER: DD = SURVEY DISK
 PB0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0196_STAMPING: 4260 1929
 PB0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0196+STABILITY: SURFACE MOTION
 PB0196
 PB0196  HISTORY     - Date     Condition        Report By
 PB0196  HISTORY     - 1929     MONUMENTED       ORDT
 PB0196  HISTORY     - 1931     GOOD             NGS
 PB0196
 PB0196                          STATION DESCRIPTION
 PB0196
 PB0196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 PB0196'3.2 MI SE FROM CAL-DALLES AND FREMONT JCT.
 PB0196'3.2 MILES SOUTHEAST OF THE HIGHWAY JUNCTION 40 FEET SOUTHWEST OF THE
 PB0196'CENTERLINE OF THE FREMONT HIGHWAY, 0.3 MILES SOUTH OF GREAT NORTHERN
 PB0196'R.R. CROSSING.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1111 ***********************************************************************
 QD1111  DESIGNATION -  427
 QD1111  PID         -  QD1111
 QD1111  STATE/COUNTY-  OR/JEFFERSON
 QD1111  USGS QUAD   -  BLACK BUTTE (1988)
 QD1111
 QD1111                         *CURRENT SURVEY CONTROL
 QD1111  ___________________________________________________________________
 QD1111* NAD 83(1986)-  44 23 35.     (N)    121 40 26.     (W)     SCALED    
 QD1111* NAVD 88     -      1015.119  (meters)    3330.44   (feet)  ADJUSTED  
 QD1111  ___________________________________________________________________
 QD1111  GEOID HEIGHT-         -21.33  (meters)                     GEOID03
 QD1111  DYNAMIC HT  -        1014.759 (meters)    3329.26  (feet)  COMP
 QD1111  MODELED GRAV-     980,229.0   (mgal)                       NAVD 88
 QD1111
 QD1111  VERT ORDER  -  FIRST     CLASS II
 QD1111
 QD1111.The horizontal coordinates were scaled from a topographic map and have
 QD1111.an estimated accuracy of +/- 6 seconds.
 QD1111
 QD1111.The orthometric height was determined by differential leveling
 QD1111.and adjusted in June 1991.
 QD1111
 QD1111.The geoid height was determined by GEOID03.
 QD1111
 QD1111.The dynamic height is computed by dividing the NAVD 88
 QD1111.geopotential number by the normal gravity value computed on the
 QD1111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1111.degrees latitude (g = 980.6199 gals.).
 QD1111
 QD1111.The modeled gravity was interpolated from observed gravity values.
 QD1111
 QD1111;                    North         East    Units  Estimated Accuracy
 QD1111;SPC OR N     -    81,400.    2,406,480.      MT  (+/- 180 meters Scaled)
 QD1111
 QD1111                          SUPERSEDED SURVEY CONTROL
 QD1111
 QD1111  NGVD 29 (??/??/92) 1013.945  (m)         3326.58   (f) ADJ UNCH    1 2
 QD1111
 QD1111.Superseded values are not recommended for survey control.
 QD1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1111.See file dsdata.txt to determine how the superseded data were derived.
 QD1111
 QD1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ056163(NAD 83)
 QD1111_MARKER: DB = BENCH MARK DISK
 QD1111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD1111_SP_SET: CONCRETE POST
 QD1111_STAMPING: 3327 23 427 1934
 QD1111_MARK LOGO: BPR   
 QD1111_PROJECTION: PROJECTING 10 CENTIMETERS
 QD1111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD1111+STABILITY: SURFACE MOTION
 QD1111
 QD1111  HISTORY     - Date     Condition        Report By
 QD1111  HISTORY     - UNK      MONUMENTED       BPR
 QD1111  HISTORY     - 1941     GOOD             NGS
 QD1111  HISTORY     - 1987     GOOD             NGS
 QD1111
 QD1111                          STATION DESCRIPTION
 QD1111
 QD1111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QD1111'10.05 MI NW FROM SISTERS.
 QD1111'MARK IS LOCATED ALONG U.S. HIGHWAY NO. 20, 66 FEET SOUTHWEST CENTER
 QD1111'LINE OF HIGHWAY, 30 FEET SOUTHWEST OF B.P.R. STA. POST 0+00, 300 FEET
 QD1111'NORTHWEST OF JUNCTION OF ROAD TO METOLIUS RECREATION AREA, ON BOUNDARY
 QD1111'OF JEFFERSON AND DESCHUTES COUNTIES.  U.S.B.M. WITNESS POST IS SET
 QD1111'NEAR THE MARK.
 QD1111
 QD1111                          STATION RECOVERY (1987)
 QD1111
 QD1111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QD1111'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  15.9 KM
 QD1111'(9.90 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 20 FROM ITS JUNCTION WITH
 QD1111'FIR STREET IN SISTERS, 95.7 M (314.0 FT) NORTHWEST OF THE CENTERLINE
 QD1111'OF GEO. MCALLISTER ROAD LEADING SOUTH, 18.5 M (60.7 FT) SOUTHWEST OF
 QD1111'THE CENTER OF THE HIGHWAY, AND 12.3 M (40.4 FT) SOUTHEAST OF THE
 QD1111'DESCHUTES AND JEFFERSON COUNTY LINE SIGN POST.  NOTE-THIS MARK IS
 QD1111'ACTUALLY IN DESCHUTES COUNTY.
 QD1111'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 QD1111'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0510 ***********************************************************************
 PA0510  DESIGNATION -  4272
 PA0510  PID         -  PA0510
 PA0510  STATE/COUNTY-  OR/HARNEY
 PA0510  USGS QUAD   -  RILEY (1981)
 PA0510
 PA0510                         *CURRENT SURVEY CONTROL
 PA0510  ___________________________________________________________________
 PA0510* NAD 83(1986)-  43 34 32.     (N)    119 33 55.     (W)     SCALED    
 PA0510* NAVD 88     -      1303.321  (meters)    4275.98   (feet)  ADJUSTED  
 PA0510  ___________________________________________________________________
 PA0510  GEOID HEIGHT-         -19.36  (meters)                     GEOID03
 PA0510  DYNAMIC HT  -        1302.681 (meters)    4273.88  (feet)  COMP
 PA0510  MODELED GRAV-     980,082.9   (mgal)                       NAVD 88
 PA0510
 PA0510  VERT ORDER  -  FIRST     CLASS II
 PA0510
 PA0510.The horizontal coordinates were scaled from a topographic map and have
 PA0510.an estimated accuracy of +/- 6 seconds.
 PA0510
 PA0510.The orthometric height was determined by differential leveling
 PA0510.and adjusted in June 1991.
 PA0510
 PA0510.The geoid height was determined by GEOID03.
 PA0510
 PA0510.The dynamic height is computed by dividing the NAVD 88
 PA0510.geopotential number by the normal gravity value computed on the
 PA0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0510.degrees latitude (g = 980.6199 gals.).
 PA0510
 PA0510.The modeled gravity was interpolated from observed gravity values.
 PA0510
 PA0510;                    North         East    Units  Estimated Accuracy
 PA0510;SPC OR S     -   212,470.    1,575,500.      MT  (+/- 180 meters Scaled)
 PA0510
 PA0510                          SUPERSEDED SURVEY CONTROL
 PA0510
 PA0510  NGVD 29 (??/??/92) 1302.108  (m)         4272.00   (f) ADJ UNCH    1 2
 PA0510
 PA0510.Superseded values are not recommended for survey control.
 PA0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0510.See file dsdata.txt to determine how the superseded data were derived.
 PA0510
 PA0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKJ928279(NAD 83)
 PA0510_MARKER: P = PIPE CAP
 PA0510_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PA0510_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PA0510_STAMPING: H 4272.201 1903
 PA0510_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PA0510
 PA0510  HISTORY     - Date     Condition        Report By
 PA0510  HISTORY     - 1903     MONUMENTED       USGS
 PA0510  HISTORY     - 1943     GOOD             NGS
 PA0510
 PA0510                          STATION DESCRIPTION
 PA0510
 PA0510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PA0510'3.45 MI E FROM SUNTEX.
 PA0510'ABOUT 3.45 MILES EAST ALONG THE OLD BEND-BURNS ROAD FROM SUNTEX,
 PA0510'HARNEY COUNTY, ABOUT 800 FEET NORTHEAST OF A SCHOOL, ABOUT 600 FEET
 PA0510'EAST OF ROAD LEADING SOUTH, 54.0 FEET SOUTH OF THE SOUTH RIGHT-OF-WAY
 PA0510'FENCE, 75.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD, PROJECTING
 PA0510'ABOUT 1-FOOT ABOVE THE GROUND, 2.0 FEET NORTH OF A WHITE REFERENCE
 PA0510'POST.  NOTE-- CORRECT STAMPING H 4272.201 1903 NOT 4264 H 1903.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0617 ***********************************************************************
 RA0617  DESIGNATION -  4280
 RA0617  PID         -  RA0617
 RA0617  STATE/COUNTY-  OR/WALLOWA
 RA0617  USGS QUAD   -  FLORA (1967)
 RA0617
 RA0617                         *CURRENT SURVEY CONTROL
 RA0617  ___________________________________________________________________
 RA0617* NAD 83(1986)-  45 54 19.     (N)    117 19 58.     (W)     SCALED    
 RA0617* NAVD 88     -      1305.644  (meters)    4283.60   (feet)  ADJUSTED  
 RA0617  ___________________________________________________________________
 RA0617  GEOID HEIGHT-         -17.25  (meters)                     GEOID03
 RA0617  DYNAMIC HT  -        1305.317 (meters)    4282.53  (feet)  COMP
 RA0617  MODELED GRAV-     980,319.2   (mgal)                       NAVD 88
 RA0617
 RA0617  VERT ORDER  -  SECOND    CLASS 0
 RA0617
 RA0617.The horizontal coordinates were scaled from a topographic map and have
 RA0617.an estimated accuracy of +/- 6 seconds.
 RA0617
 RA0617.The orthometric height was determined by differential leveling
 RA0617.and adjusted in June 1991.
 RA0617
 RA0617.The geoid height was determined by GEOID03.
 RA0617
 RA0617.The dynamic height is computed by dividing the NAVD 88
 RA0617.geopotential number by the normal gravity value computed on the
 RA0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0617.degrees latitude (g = 980.6199 gals.).
 RA0617
 RA0617.The modeled gravity was interpolated from observed gravity values.
 RA0617
 RA0617;                    North         East    Units  Estimated Accuracy
 RA0617;SPC OR N     -   253,580.    2,745,690.      MT  (+/- 180 meters Scaled)
 RA0617
 RA0617                          SUPERSEDED SURVEY CONTROL
 RA0617
 RA0617  NGVD 29 (??/??/92) 1304.489  (m)         4279.81   (f) ADJ UNCH    2 0
 RA0617
 RA0617.Superseded values are not recommended for survey control.
 RA0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0617.See file dsdata.txt to determine how the superseded data were derived.
 RA0617
 RA0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML741835(NAD 83)
 RA0617_MARKER: DD = SURVEY DISK
 RA0617_SETTING: 80 = SET IN A BOULDER
 RA0617_SP_SET: BOULDER
 RA0617_STAMPING: 4280 1935
 RA0617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0617+STABILITY: SURFACE MOTION
 RA0617
 RA0617  HISTORY     - Date     Condition        Report By
 RA0617  HISTORY     - 1935     MONUMENTED       USFS
 RA0617  HISTORY     - 1945     GOOD             NGS
 RA0617
 RA0617                          STATION DESCRIPTION
 RA0617
 RA0617'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 RA0617'1.4 MI NW FROM FLORA.
 RA0617'1.4 MILES NORTHWEST OF THE FLORA POST OFFICE, ALONG THE TROY-FLORA
 RA0617'ROAD, 24.4 FEET NORTHWEST OF A PLANK GATE, 20 FEET SOUTHEAST OF THE
 RA0617'CENTER LINE OF THE ROAD, 8.3 FEET NORTHWEST OF A MARKED TELEPHONE
 RA0617'POLE, AND 7.5 FEET NORTHEAST OF THE FENCE LINE.  A BRONZE DISK, SET IN
 RA0617'A DRILL HOLE IN THE TOP OF A BOULDER 10 INCHES ABOVE THE SURFACE OF
 RA0617'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1203 ***********************************************************************
 QD1203  DESIGNATION -  4285 RESET
 QD1203  PID         -  QD1203
 QD1203  STATE/COUNTY-  OR/CLACKAMAS
 QD1203  USGS QUAD   -  PINHEAD BUTTES (1997)
 QD1203
 QD1203                         *CURRENT SURVEY CONTROL
 QD1203  ___________________________________________________________________
 QD1203* NAD 83(1986)-  44 55 45.     (N)    121 48 35.     (W)     SCALED    
 QD1203* NAVD 88     -      1312.00   (meters)    4304.5    (feet)  RESET     
 QD1203  ___________________________________________________________________
 QD1203  GEOID HEIGHT-         -21.11  (meters)                     GEOID03
 QD1203  VERT ORDER  -  THIRD
 QD1203
 QD1203.The horizontal coordinates were scaled from a topographic map and have
 QD1203.an estimated accuracy of +/- 6 seconds.
 QD1203
 QD1203.The orthometric height was computed from unverified reset data.
 QD1203
 QD1203.The geoid height was determined by GEOID03.
 QD1203
 QD1203;                    North         East    Units  Estimated Accuracy
 QD1203;SPC OR N     -   141,130.    2,396,620.      MT  (+/- 180 meters Scaled)
 QD1203
 QD1203                          SUPERSEDED SURVEY CONTROL
 QD1203
 QD1203.No superseded survey control is available for this station.
 QD1203
 QD1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ939757(NAD 83)
 QD1203_MARKER: DB = BENCH MARK DISK
 QD1203_SETTING: 80 = SET IN A BOULDER
 QD1203_SP_SET: BOULDER
 QD1203_STAMPING: 4285 USGS RESET 1968
 QD1203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD1203+STABILITY: SURFACE MOTION
 QD1203
 QD1203  HISTORY     - Date     Condition        Report By
 QD1203  HISTORY     - 1968     MONUMENTED       CGS
 QD1203
 QD1203                          STATION DESCRIPTION
 QD1203
 QD1203'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 QD1203'9.25 MI N FROM OLALLIE LAKE GUARD STATION.
 QD1203'14.1 MILES SOUTH ALONG SKYLINE ROAD FROM THE CLACKAMAS LAKE GUARD
 QD1203'STATION, 9.25 MILES NORTH ALONG SKYLINE ROAD FROM THE OLALLIE LAKE
 QD1203'GUARD STATION, 2.8 MILES SOUTH OF THE WASCO-CLACKAMAS COUNTY LINE, 200
 QD1203'FEET NORTHEAST OF MILE POST NO. 25, 66 FEET EAST OF THE CENTER OF THE
 QD1203'ROAD, 1 FOOT WEST OF A METAL WITNESS POST AND 5 FEET HIGHER THAN THE
 QD1203'ROAD.  IT IS CEMENTED IN A DRILL HOLE IN A 1 1/2 BY 2 FOOT BOULDER
 QD1203'THAT PROJECTS 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0047 ***********************************************************************
 NY0047  DESIGNATION -  4291
 NY0047  PID         -  NY0047
 NY0047  STATE/COUNTY-  OR/LAKE
 NY0047  USGS QUAD   -  COGLAN BUTTES SE (1966)
 NY0047
 NY0047                         *CURRENT SURVEY CONTROL
 NY0047  ___________________________________________________________________
 NY0047* NAD 83(1986)-  42 32 56.     (N)    120 18 19.     (W)     SCALED    
 NY0047* NAVD 88     -      1308.887  (meters)    4294.24   (feet)  ADJUSTED  
 NY0047  ___________________________________________________________________
 NY0047  GEOID HEIGHT-         -20.68  (meters)                     GEOID03
 NY0047  DYNAMIC HT  -        1308.098 (meters)    4291.65  (feet)  COMP
 NY0047  MODELED GRAV-     979,973.0   (mgal)                       NAVD 88
 NY0047
 NY0047  VERT ORDER  -  SECOND    CLASS 0
 NY0047
 NY0047.The horizontal coordinates were scaled from a topographic map and have
 NY0047.an estimated accuracy of +/- 6 seconds.
 NY0047
 NY0047.The orthometric height was determined by differential leveling
 NY0047.and adjusted in June 1991.
 NY0047
 NY0047.The geoid height was determined by GEOID03.
 NY0047
 NY0047.The dynamic height is computed by dividing the NAVD 88
 NY0047.geopotential number by the normal gravity value computed on the
 NY0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0047.degrees latitude (g = 980.6199 gals.).
 NY0047
 NY0047.The modeled gravity was interpolated from observed gravity values.
 NY0047
 NY0047;                    North         East    Units  Estimated Accuracy
 NY0047;SPC OR S     -    98,020.    1,515,990.      MT  (+/- 180 meters Scaled)
 NY0047
 NY0047                          SUPERSEDED SURVEY CONTROL
 NY0047
 NY0047  NGVD 29 (??/??/92) 1307.702  (m)         4290.35   (f) ADJ UNCH    2 0
 NY0047
 NY0047.Superseded values are not recommended for survey control.
 NY0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0047.See file dsdata.txt to determine how the superseded data were derived.
 NY0047
 NY0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGN212142(NAD 83)
 NY0047_MARKER: DD = SURVEY DISK
 NY0047_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NY0047_SP_SET: CULVERT
 NY0047_STAMPING: 4291 1929
 NY0047_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NY0047
 NY0047  HISTORY     - Date     Condition        Report By
 NY0047  HISTORY     - 1929     MONUMENTED       ORDT
 NY0047
 NY0047                          STATION DESCRIPTION
 NY0047
 NY0047'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1929
 NY0047'4.6 MI N FROM VALLEY FALLS.
 NY0047'ABOUT 4.6 MILES NORTH ALONG THE FREMONT HIGHWAY (OREGON 31) FROM
 NY0047'VALLEY FALLS, LAKE COUNTY, AT A CULVERT, AND IN THE SOUTH END OF THE
 NY0047'EAST HEAD WALL.  AN OREGON STATE HIGHWAY DEPARTMENT STANDARD DISK,
 NY0047'STAMPED 4281 1929.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0690 ***********************************************************************
 QC0690  DESIGNATION -  4298=4290
 QC0690  PID         -  QC0690
 QC0690  STATE/COUNTY-  OR/CROOK
 QC0690  USGS QUAD   -  ANGELL BUTTE (1981)
 QC0690
 QC0690                         *CURRENT SURVEY CONTROL
 QC0690  ___________________________________________________________________
 QC0690* NAD 83(1986)-  44 00 08.     (N)    119 51 29.     (W)     SCALED    
 QC0690* NAVD 88     -      1311.131  (meters)    4301.60   (feet)  ADJUSTED  
 QC0690  ___________________________________________________________________
 QC0690  GEOID HEIGHT-         -19.11  (meters)                     GEOID03
 QC0690  DYNAMIC HT  -        1310.546 (meters)    4299.68  (feet)  COMP
 QC0690  MODELED GRAV-     980,126.8   (mgal)                       NAVD 88
 QC0690
 QC0690  VERT ORDER  -  FIRST     CLASS II
 QC0690
 QC0690.The horizontal coordinates were scaled from a topographic map and have
 QC0690.an estimated accuracy of +/- 6 seconds.
 QC0690
 QC0690.The orthometric height was determined by differential leveling
 QC0690.and adjusted in June 1991.
 QC0690
 QC0690.The geoid height was determined by GEOID03.
 QC0690
 QC0690.The dynamic height is computed by dividing the NAVD 88
 QC0690.geopotential number by the normal gravity value computed on the
 QC0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0690.degrees latitude (g = 980.6199 gals.).
 QC0690
 QC0690.The modeled gravity was interpolated from observed gravity values.
 QC0690
 QC0690;                    North         East    Units  Estimated Accuracy
 QC0690;SPC OR S     -   259,650.    1,551,490.      MT  (+/- 180 meters Scaled)
 QC0690
 QC0690                          SUPERSEDED SURVEY CONTROL
 QC0690
 QC0690  NGVD 29 (??/??/92) 1309.92   (m)         4297.6    (f) COMPUTED    1 2
 QC0690
 QC0690.Superseded values are not recommended for survey control.
 QC0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0690.See file dsdata.txt to determine how the superseded data were derived.
 QC0690
 QC0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKJ708760(NAD 83)
 QC0690_MARKER: P = PIPE CAP
 QC0690_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QC0690_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QC0690_STAMPING: 4297.672 H 1903
 QC0690_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QC0690
 QC0690  HISTORY     - Date     Condition        Report By
 QC0690  HISTORY     - 1903     MONUMENTED       USGS
 QC0690  HISTORY     - 1935     GOOD             NGS
 QC0690  HISTORY     - 1962     MARK NOT FOUND   NGS
 QC0690
 QC0690                          STATION DESCRIPTION
 QC0690
 QC0690'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 QC0690'16.5 MI SE FROM PAULINA.
 QC0690'16.5 MILES SOUTHEAST ALONG THE PAULINA-BURNS ROAD FROM PAULINA, CROOK
 QC0690'COUNTY, 5.7 MILES SOUTH OF THE ROAD JUNCTION AT ANGELL RANCH, ABOUT
 QC0690'200 FEET SOUTH OF THE TOP OF A SMALL HILL, 53 FEET NORTHWEST OF A
 QC0690'SMALL CREEK CROSSING, 28 FEET EAST OF A FENCE, 25 FEET WEST OF THE
 QC0690'CREEK BANK, AT THE WEST EDGE OF THE ROAD.  A UNITED STATES GEOLOGICAL
 QC0690'SURVEY STANDARD CAP STAMPED 4297.672 H 1903 AND RIVETED TO A 3 1/2
 QC0690'INCH IRON PIPE SET IN CONCRETE.
 QC0690
 QC0690                          STATION RECOVERY (1962)
 QC0690
 QC0690'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 QC0690'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0185 ***********************************************************************
 QE0185  DESIGNATION -  43
 QE0185  PID         -  QE0185
 QE0185  STATE/COUNTY-  OR/LINN
 QE0185  USGS QUAD   -  HARTER MOUNTAIN (1984)
 QE0185
 QE0185                         *CURRENT SURVEY CONTROL
 QE0185  ___________________________________________________________________
 QE0185* NAD 83(1986)-  44 23 05.     (N)    122 12 42.     (W)     SCALED    
 QE0185* NAVD 88     -       946.748  (meters)    3106.12   (feet)  POSTED    
 QE0185  ___________________________________________________________________
 QE0185  GEOID HEIGHT-         -22.03  (meters)                     GEOID03
 QE0185  DYNAMIC HT  -         946.440 (meters)    3105.11  (feet)  COMP
 QE0185  MODELED GRAV-     980,258.2   (mgal)                       NAVD 88
 QE0185
 QE0185  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 QE0185
 QE0185.The horizontal coordinates were scaled from a topographic map and have
 QE0185.an estimated accuracy of +/- 6 seconds.
 QE0185
 QE0185.The orthometric height was determined by differential leveling
 QE0185.and adjusted by the  in 1992.
 QE0185.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 QE0185.rate of 1.1 thru 2.0 mm/km.
 QE0185
 QE0185.The geoid height was determined by GEOID03.
 QE0185
 QE0185.The dynamic height is computed by dividing the NAVD 88
 QE0185.geopotential number by the normal gravity value computed on the
 QE0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0185.degrees latitude (g = 980.6199 gals.).
 QE0185
 QE0185.The modeled gravity was interpolated from observed gravity values.
 QE0185
 QE0185;                    North         East    Units  Estimated Accuracy
 QE0185;SPC OR N     -    81,240.    2,363,620.      MT  (+/- 180 meters Scaled)
 QE0185
 QE0185                          SUPERSEDED SURVEY CONTROL
 QE0185
 QE0185  NGVD 29 (??/??/92)  945.588  (m)         3102.32   (f) ADJ UNCH    1 2
 QE0185
 QE0185.Superseded values are not recommended for survey control.
 QE0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0185.See file dsdata.txt to determine how the superseded data were derived.
 QE0185
 QE0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ627149(NAD 83)
 QE0185_MARKER: DD = SURVEY DISK
 QE0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0185_STAMPING: 43
 QE0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0185+STABILITY: SURFACE MOTION
 QE0185
 QE0185  HISTORY     - Date     Condition        Report By
 QE0185  HISTORY     - UNK      MONUMENTED       BPR
 QE0185  HISTORY     - 1963     GOOD             NGS
 QE0185
 QE0185                          STATION DESCRIPTION
 QE0185
 QE0185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 QE0185'7.1 MI E FROM UPPER SODA.
 QE0185'7.1 MILES EAST ALONG U.S. HIGHWAY 20 FROM THE SERVICE STATION AT UPPER
 QE0185'SODA, 0.35 MILE EAST OF MILE POST NO. 59, 120 FEET EAST OF THE
 QE0185'JUNCTION OF OLD SANTIAM ROAD AND SEVENMILE CREEK ROAD, 41 FEET
 QE0185'NORTHEAST OF THE CENTER OF THE HIGHWAY, 28 FEET NORTH OF THE NORTHEAST
 QE0185'END OF A METAL CULVERT, 1 1/2 FEET SOUTHWEST OF A WOODEN WITNESS POST
 QE0185'AND ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY.  IN THE TOP OF A
 QE0185'12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0855 ***********************************************************************
 RC0855  DESIGNATION -  43
 RC0855  PID         -  RC0855
 RC0855  STATE/COUNTY-  OR/WASCO
 RC0855  USGS QUAD   -  THE DALLES SOUTH (1994)
 RC0855
 RC0855                         *CURRENT SURVEY CONTROL
 RC0855  ___________________________________________________________________
 RC0855* NAD 83(1986)-  45 36 24.     (N)    121 11 20.     (W)     SCALED    
 RC0855* NAVD 88     -        34.559  (meters)     113.38   (feet)  ADJUSTED  
 RC0855  ___________________________________________________________________
 RC0855  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 RC0855  DYNAMIC HT  -          34.558 (meters)     113.38  (feet)  COMP
 RC0855  MODELED GRAV-     980,601.5   (mgal)                       NAVD 88
 RC0855
 RC0855  VERT ORDER  -  FIRST     CLASS II
 RC0855
 RC0855.The horizontal coordinates were scaled from a topographic map and have
 RC0855.an estimated accuracy of +/- 6 seconds.
 RC0855
 RC0855.The orthometric height was determined by differential leveling
 RC0855.and adjusted in June 1991.
 RC0855
 RC0855.The geoid height was determined by GEOID03.
 RC0855
 RC0855.The dynamic height is computed by dividing the NAVD 88
 RC0855.geopotential number by the normal gravity value computed on the
 RC0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0855.degrees latitude (g = 980.6199 gals.).
 RC0855
 RC0855.The modeled gravity was interpolated from observed gravity values.
 RC0855
 RC0855;                    North         East    Units  Estimated Accuracy
 RC0855;SPC OR N     -   215,810.    2,446,260.      MT  (+/- 180 meters Scaled)
 RC0855
 RC0855                          SUPERSEDED SURVEY CONTROL
 RC0855
 RC0855  NGVD 29 (??/??/92)   33.558  (m)          110.10   (f) ADJ UNCH    1 2
 RC0855
 RC0855.Superseded values are not recommended for survey control.
 RC0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0855.See file dsdata.txt to determine how the superseded data were derived.
 RC0855
 RC0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR412519(NAD 83)
 RC0855_MARKER: DD = SURVEY DISK
 RC0855_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RC0855_SP_SET: CONCRETE BLOCK
 RC0855_STAMPING: 43 1934
 RC0855_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC0855
 RC0855  HISTORY     - Date     Condition        Report By
 RC0855  HISTORY     - 1934     MONUMENTED       DOD
 RC0855  HISTORY     - 1942     GOOD             NGS
 RC0855
 RC0855                          STATION DESCRIPTION
 RC0855
 RC0855'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 RC0855'0.25 MI W FROM THE DALLES.
 RC0855'ABOUT .25 MILE WEST OF THE DALLES.  ABOUT 260 FEET WEST OF THE TEXACO
 RC0855'YARD FENCE, AND ABOUT 40 FEET EAST OF A SHACK.  ABOUT 500 FEET SOUTH
 RC0855'OF THE COLUMBIA RIVER BANK, AND ABOUT 510 FEET NORTH OF THE UNION
 RC0855'PACIFIC RAILROAD TRACK.  ABOUT 1000 FEET NORTH OF THE DALLES CITY
 RC0855'NATATORIUM.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1155 ***********************************************************************
 RD1155  DESIGNATION -  43
 RD1155  PID         -  RD1155
 RD1155  STATE/COUNTY-  OR/CLATSOP
 RD1155  USGS QUAD   -  TILLAMOOK HEAD (1973)
 RD1155
 RD1155                         *CURRENT SURVEY CONTROL
 RD1155  ___________________________________________________________________
 RD1155* NAD 83(1986)-  45 56 29.     (N)    123 55 07.     (W)     SCALED    
 RD1155* NAVD 88     -        14.352  (meters)      47.09   (feet)  ADJUSTED  
 RD1155  ___________________________________________________________________
 RD1155  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 RD1155  DYNAMIC HT  -          14.354 (meters)      47.09  (feet)  COMP
 RD1155  MODELED GRAV-     980,702.0   (mgal)                       NAVD 88
 RD1155
 RD1155  VERT ORDER  -  FIRST     CLASS II
 RD1155
 RD1155.The horizontal coordinates were scaled from a topographic map and have
 RD1155.an estimated accuracy of +/- 6 seconds.
 RD1155
 RD1155.The orthometric height was determined by differential leveling
 RD1155.and adjusted in June 1991.
 RD1155
 RD1155.The geoid height was determined by GEOID03.
 RD1155
 RD1155.The dynamic height is computed by dividing the NAVD 88
 RD1155.geopotential number by the normal gravity value computed on the
 RD1155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1155.degrees latitude (g = 980.6199 gals.).
 RD1155
 RD1155.The modeled gravity was interpolated from observed gravity values.
 RD1155
 RD1155;                    North         East    Units  Estimated Accuracy
 RD1155;SPC OR N     -   258,390.    2,234,990.      MT  (+/- 180 meters Scaled)
 RD1155
 RD1155                          SUPERSEDED SURVEY CONTROL
 RD1155
 RD1155  NGVD 29 (??/??/92)   13.253  (m)           43.48   (f) ADJ UNCH    1 2
 RD1155
 RD1155.Superseded values are not recommended for survey control.
 RD1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1155.See file dsdata.txt to determine how the superseded data were derived.
 RD1155
 RD1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR287879(NAD 83)
 RD1155_MARKER: DD = SURVEY DISK
 RD1155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD1155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD1155_STAMPING: 43 1928
 RD1155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD1155+STABILITY: SURFACE MOTION
 RD1155
 RD1155  HISTORY     - Date     Condition        Report By
 RD1155  HISTORY     - 1928     MONUMENTED       PG+E
 RD1155  HISTORY     - 1935     GOOD             NGS
 RD1155  HISTORY     - 1954     POOR             NGS
 RD1155
 RD1155                          STATION DESCRIPTION
 RD1155
 RD1155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 RD1155'3.8 MI S FROM SEASIDE.
 RD1155'3.8 MILES SOUTH ALONG THE OREGON COAST HIGHWAY FROM SEASIDE, CLATSOP
 RD1155'COUNTY, AT CANNON BEACH JUNCTION, 121 FEET SOUTH OF A DRIVEWAY TO A
 RD1155'HOUSE ON THE EAST SIDE OF THE HIGHWAY, 8 FEET SOUTH OF AN ANGLE POWER
 RD1155'POLE, 31 FEET EAST OF THE HIGHWAY CENTERLINE, IN THE TOP OF A CONCRETE
 RD1155'POST PROJECTING 4 INCHES ABOVE THE GROUND.  A PACIFIC POWER AND LIGHT
 RD1155'CO. STANDARD DISK STAMPED 43 1928.
 RD1155
 RD1155                          STATION RECOVERY (1954)
 RD1155
 RD1155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 RD1155'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0033 ***********************************************************************
 PB0033  DESIGNATION -  43
 PB0033  PID         -  PB0033
 PB0033  STATE/COUNTY-  OR/DESCHUTES
 PB0033  USGS QUAD   -  POTATO LAKE (1983)
 PB0033
 PB0033                         *CURRENT SURVEY CONTROL
 PB0033  ___________________________________________________________________
 PB0033* NAD 83(1986)-  43 37 29.     (N)    120 10 46.     (W)     SCALED    
 PB0033* NAVD 88     -      1353.292  (meters)    4439.93   (feet)  ADJUSTED  
 PB0033  ___________________________________________________________________
 PB0033  GEOID HEIGHT-         -19.75  (meters)                     GEOID03
 PB0033  DYNAMIC HT  -        1352.628 (meters)    4437.75  (feet)  COMP
 PB0033  MODELED GRAV-     980,081.0   (mgal)                       NAVD 88
 PB0033
 PB0033  VERT ORDER  -  FIRST     CLASS II
 PB0033
 PB0033.The horizontal coordinates were scaled from a topographic map and have
 PB0033.an estimated accuracy of +/- 6 seconds.
 PB0033
 PB0033.The orthometric height was determined by differential leveling
 PB0033.and adjusted in June 1991.
 PB0033
 PB0033.The geoid height was determined by GEOID03.
 PB0033
 PB0033.The dynamic height is computed by dividing the NAVD 88
 PB0033.geopotential number by the normal gravity value computed on the
 PB0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0033.degrees latitude (g = 980.6199 gals.).
 PB0033
 PB0033.The modeled gravity was interpolated from observed gravity values.
 PB0033
 PB0033;                    North         East    Units  Estimated Accuracy
 PB0033;SPC OR S     -   217,560.    1,525,870.      MT  (+/- 180 meters Scaled)
 PB0033
 PB0033                          SUPERSEDED SURVEY CONTROL
 PB0033
 PB0033  NGVD 29 (??/??/92) 1352.069  (m)         4435.91   (f) ADJ UNCH    1 2
 PB0033
 PB0033.Superseded values are not recommended for survey control.
 PB0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0033.See file dsdata.txt to determine how the superseded data were derived.
 PB0033
 PB0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGP275340(NAD 83)
 PB0033_MARKER: DD = SURVEY DISK
 PB0033_SETTING: 66 = SET IN ROCK OUTCROP
 PB0033_SP_SET: ROCK
 PB0033_STAMPING: 43 1927 4436
 PB0033_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PB0033+STABILITY: POSITION/ELEVATION WELL
 PB0033_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PB0033+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2008
 PB0033
 PB0033  HISTORY     - Date     Condition        Report By
 PB0033  HISTORY     - 1927     MONUMENTED       ORDT
 PB0033  HISTORY     - 1943     GOOD             NGS
 PB0033  HISTORY     - 20081026 GOOD             INDIV
 PB0033
 PB0033                          STATION DESCRIPTION
 PB0033
 PB0033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PB0033'4.6 MI SE FROM HAMPTON.
 PB0033'THIS MARK IS ABOUT 4.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 20 FROM
 PB0033'HAMPTON, ABOUT 1000 FEET NORTH OF A CURVE TO THE EAST, SET IN THE TOP
 PB0033'OF A ROCK AT THE FOOT AND AT THE EAST END OF A SLOPING OUTCROP, 143.0
 PB0033'FEET SOUTHEAST OF MILEPOST 68, 44.0 FEET EAST OF THE CENTER LINE OF
 PB0033'THE HIGHWAY, 3.0 FEET NORTH OF A WHITE REFERENCE POST.
 PB0033
 PB0033                          STATION RECOVERY (2008)
 PB0033
 PB0033'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008
 PB0033'THE MARK IS 143 FEET NORTHEASTERLY OF MILEPOST 68 ALONG U.S. HIGHWAY
 PB0033'20 AND 44 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  THE 1943 WHITE
 PB0033'PAINTED REFERENCE POST IS GONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0066 ***********************************************************************
 NZ0066  DESIGNATION -  43 3
 NZ0066  PID         -  NZ0066
 NZ0066  STATE/COUNTY-  OR/JACKSON
 NZ0066  USGS QUAD   -  UNION CREEK (1989)
 NZ0066
 NZ0066                         *CURRENT SURVEY CONTROL
 NZ0066  ___________________________________________________________________
 NZ0066* NAD 83(1986)-  42 57 46.     (N)    122 24 03.     (W)     SCALED    
 NZ0066* NAVD 88     -      1142.294  (meters)    3747.68   (feet)  ADJUSTED  
 NZ0066  ___________________________________________________________________
 NZ0066  GEOID HEIGHT-         -22.53  (meters)                     GEOID03
 NZ0066  DYNAMIC HT  -        1141.717 (meters)    3745.78  (feet)  COMP
 NZ0066  MODELED GRAV-     980,076.1   (mgal)                       NAVD 88
 NZ0066
 NZ0066  VERT ORDER  -  SECOND    CLASS 0
 NZ0066
 NZ0066.The horizontal coordinates were scaled from a topographic map and have
 NZ0066.an estimated accuracy of +/- 6 seconds.
 NZ0066
 NZ0066.The orthometric height was determined by differential leveling
 NZ0066.and adjusted in June 1991.
 NZ0066
 NZ0066.The geoid height was determined by GEOID03.
 NZ0066
 NZ0066.The dynamic height is computed by dividing the NAVD 88
 NZ0066.geopotential number by the normal gravity value computed on the
 NZ0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0066.degrees latitude (g = 980.6199 gals.).
 NZ0066
 NZ0066.The modeled gravity was interpolated from observed gravity values.
 NZ0066
 NZ0066;                    North         East    Units  Estimated Accuracy
 NZ0066;SPC OR S     -   145,740.    1,344,940.      MT  (+/- 180 meters Scaled)
 NZ0066
 NZ0066                          SUPERSEDED SURVEY CONTROL
 NZ0066
 NZ0066  NGVD 29 (??/??/92) 1141.055  (m)         3743.61   (f) ADJ UNCH    2 0
 NZ0066
 NZ0066.Superseded values are not recommended for survey control.
 NZ0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0066.See file dsdata.txt to determine how the superseded data were derived.
 NZ0066
 NZ0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN488568(NAD 83)
 NZ0066_MARKER: DD = SURVEY DISK
 NZ0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NZ0066_STAMPING: 3745 43-3 1932
 NZ0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0066+STABILITY: SURFACE MOTION
 NZ0066
 NZ0066  HISTORY     - Date     Condition        Report By
 NZ0066  HISTORY     - 1932     MONUMENTED       BPR
 NZ0066  HISTORY     - 1969     GOOD             NGS
 NZ0066
 NZ0066                          STATION DESCRIPTION
 NZ0066
 NZ0066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 NZ0066'4.6 MI NE FROM UNION CREEK.
 NZ0066'1.3 MILES NORTHEAST ALONG STATE HIGHWAY 62 FROM THE UNION CREEK RANGER
 NZ0066'STATION TO THE JUNCTION WITH STATE HIGHWAY 230, THENCE NORTH ALONG
 NZ0066'STATE HIGHWAY 230 FOR 3.3 MILES TO THE BENCH MARK ON THE RIGHT, 0.3
 NZ0066'MILE NORTH OF MILE POST NO. 3, 25 FEET EAST OF THE CENTER OF THE
 NZ0066'HIGHWAY, 1 FOOT NORTH OF A METAL WITNESS POST AND 2 FEET HIGHER THAN
 NZ0066'THE HIGHWAY SET IN A CYLINDRICAL CONCRETE MONUMENT THAT IS 8-INCHES IN
 NZ0066'DIAMETER AND PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0070 ***********************************************************************
 NZ0070  DESIGNATION -  43 3 3739
 NZ0070  PID         -  NZ0070
 NZ0070  STATE/COUNTY-  OR/JACKSON
 NZ0070  USGS QUAD   -  UNION CREEK (1989)
 NZ0070
 NZ0070                         *CURRENT SURVEY CONTROL
 NZ0070  ___________________________________________________________________
 NZ0070* NAD 83(1986)-  42 59 47.     (N)    122 23 07.     (W)     SCALED    
 NZ0070* NAVD 88     -      1140.838  (meters)    3742.90   (feet)  ADJUSTED  
 NZ0070  ___________________________________________________________________
 NZ0070  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 NZ0070  DYNAMIC HT  -        1140.267 (meters)    3741.03  (feet)  COMP
 NZ0070  MODELED GRAV-     980,081.2   (mgal)                       NAVD 88
 NZ0070
 NZ0070  VERT ORDER  -  SECOND    CLASS 0
 NZ0070
 NZ0070.The horizontal coordinates were scaled from a topographic map and have
 NZ0070.an estimated accuracy of +/- 6 seconds.
 NZ0070
 NZ0070.The orthometric height was determined by differential leveling
 NZ0070.and adjusted in June 1991.
 NZ0070
 NZ0070.The geoid height was determined by GEOID03.
 NZ0070
 NZ0070.The dynamic height is computed by dividing the NAVD 88
 NZ0070.geopotential number by the normal gravity value computed on the
 NZ0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0070.degrees latitude (g = 980.6199 gals.).
 NZ0070
 NZ0070.The modeled gravity was interpolated from observed gravity values.
 NZ0070
 NZ0070;                    North         East    Units  Estimated Accuracy
 NZ0070;SPC OR S     -   149,440.    1,346,290.      MT  (+/- 180 meters Scaled)
 NZ0070
 NZ0070                          SUPERSEDED SURVEY CONTROL
 NZ0070
 NZ0070  NGVD 29 (??/??/92) 1139.605  (m)         3738.85   (f) ADJ UNCH    2 0
 NZ0070
 NZ0070.Superseded values are not recommended for survey control.
 NZ0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0070.See file dsdata.txt to determine how the superseded data were derived.
 NZ0070
 NZ0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN501605(NAD 83)
 NZ0070_MARKER: DD = SURVEY DISK
 NZ0070_SETTING: 0 = UNSPECIFIED SETTING
 NZ0070_STAMPING: 3739 43-3 1934
 NZ0070_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0070
 NZ0070  HISTORY     - Date     Condition        Report By
 NZ0070  HISTORY     - 1934     MONUMENTED       BPR
 NZ0070  HISTORY     - 1969     GOOD             NGS
 NZ0070
 NZ0070                          STATION DESCRIPTION
 NZ0070
 NZ0070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 NZ0070'7.3 MI NE FROM UNION CREEK.
 NZ0070'1.3 MILES NORTHEAST ALONG STATE HIGHWAY 62 FROM THE UNION CREEK RANGER
 NZ0070'STATION TO THE JUNCTION WITH STATE HIGHWAY 230, THENCE NORTH ALONG
 NZ0070'STATE HIGHWAY 230 FOR 6.0 MILES TO THE COUNTY LINE AND THE BENCH MARK
 NZ0070'ON THE LEFT, 100 FEET SOUTHWEST OF A T ROAD JUNCTION OF A ROAD EAST TO
 NZ0070'THE ROGUE RIVER, 300 FEET SOUTHWEST OF MILE POST NO. 6, 83 FEET SOUTH
 NZ0070'OF THE SIGN, DOUGLAS-JACKSON COUNTY LINE, 21 FEET WEST OF THE CENTER
 NZ0070'OF THE HIGHWAY, 0.5 FOOT SOUTH OF A METAL WITNESS POST AND 0.5 FOOT
 NZ0070'LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0071 ***********************************************************************
 NZ0071  DESIGNATION -  43 4
 NZ0071  PID         -  NZ0071
 NZ0071  STATE/COUNTY-  OR/JACKSON
 NZ0071  USGS QUAD   -  UNION CREEK (1989)
 NZ0071
 NZ0071                         *CURRENT SURVEY CONTROL
 NZ0071  ___________________________________________________________________
 NZ0071* NAD 83(1986)-  42 59 47.     (N)    122 23 07.     (W)     SCALED    
 NZ0071* NAVD 88     -      1140.952  (meters)    3743.27   (feet)  ADJUSTED  
 NZ0071  ___________________________________________________________________
 NZ0071  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 NZ0071  DYNAMIC HT  -        1140.381 (meters)    3741.40  (feet)  COMP
 NZ0071  MODELED GRAV-     980,081.2   (mgal)                       NAVD 88
 NZ0071
 NZ0071  VERT ORDER  -  SECOND    CLASS 0
 NZ0071
 NZ0071.The horizontal coordinates were scaled from a topographic map and have
 NZ0071.an estimated accuracy of +/- 6 seconds.
 NZ0071
 NZ0071.The orthometric height was determined by differential leveling
 NZ0071.and adjusted in June 1991.
 NZ0071
 NZ0071.The geoid height was determined by GEOID03.
 NZ0071
 NZ0071.The dynamic height is computed by dividing the NAVD 88
 NZ0071.geopotential number by the normal gravity value computed on the
 NZ0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0071.degrees latitude (g = 980.6199 gals.).
 NZ0071
 NZ0071.The modeled gravity was interpolated from observed gravity values.
 NZ0071
 NZ0071;                    North         East    Units  Estimated Accuracy
 NZ0071;SPC OR S     -   149,440.    1,346,290.      MT  (+/- 180 meters Scaled)
 NZ0071
 NZ0071                          SUPERSEDED SURVEY CONTROL
 NZ0071
 NZ0071  NGVD 29 (??/??/92) 1139.718  (m)         3739.22   (f) ADJ UNCH    2 0
 NZ0071
 NZ0071.Superseded values are not recommended for survey control.
 NZ0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0071.See file dsdata.txt to determine how the superseded data were derived.
 NZ0071
 NZ0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN501605(NAD 83)
 NZ0071_MARKER: DD = SURVEY DISK
 NZ0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ0071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NZ0071_STAMPING: 3739 43-4 1934
 NZ0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0071+STABILITY: SURFACE MOTION
 NZ0071
 NZ0071  HISTORY     - Date     Condition        Report By
 NZ0071  HISTORY     - 1934     MONUMENTED       BPR
 NZ0071  HISTORY     - 1949     GOOD             NGS
 NZ0071
 NZ0071                          STATION DESCRIPTION
 NZ0071
 NZ0071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 NZ0071'7.4 MI NE FROM UNION CREEK R S.
 NZ0071'1.3 MILES NORTHEAST ALONG STATE HIGHWAY 62 FROM UNION CREEK RANGER
 NZ0071'STATION, THENCE 6.1 MILES NORTHEAST ALONG STATE HIGHWAY 230, AT THE
 NZ0071'JACKSON - DOUGLAS COUNTY LINES, 44.8 FEET EAST OF AND ACROSS THE
 NZ0071'HIGHWAY FROM BM 43-3, 21.7 FEET EAST OF THE CENTER LINE OF THE
 NZ0071'HIGHWAY, 3 1/2 FEET SOUTHEAST OF A SIGN READING COUNTY LINE ENTERING
 NZ0071'DOUGLAS COUNTY - OREGON 230, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN
 NZ0071'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0113 ***********************************************************************
 PC0113  DESIGNATION -  43 6 RESET
 PC0113  PID         -  PC0113
 PC0113  STATE/COUNTY-  OR/DOUGLAS
 PC0113  USGS QUAD   -  HAMAKER BUTTE (1985)
 PC0113
 PC0113                         *CURRENT SURVEY CONTROL
 PC0113  ___________________________________________________________________
 PC0113* NAD 83(1986)-  43 05 00.     (N)    122 19 14.     (W)     SCALED    
 PC0113* NAVD 88     -      1298.27   (meters)    4259.4    (feet)  RESET     
 PC0113  ___________________________________________________________________
 PC0113  GEOID HEIGHT-         -22.14  (meters)                     GEOID03
 PC0113  VERT ORDER  -  THIRD
 PC0113
 PC0113.The horizontal coordinates were scaled from a topographic map and have
 PC0113.an estimated accuracy of +/- 6 seconds.
 PC0113
 PC0113.The orthometric height was computed from unverified reset data.
 PC0113
 PC0113.The geoid height was determined by GEOID03.
 PC0113
 PC0113;                    North         East    Units  Estimated Accuracy
 PC0113;SPC OR S     -   158,980.    1,351,780.      MT  (+/- 180 meters Scaled)
 PC0113
 PC0113                          SUPERSEDED SURVEY CONTROL
 PC0113
 PC0113.No superseded survey control is available for this station.
 PC0113
 PC0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN553702(NAD 83)
 PC0113_MARKER: DB = BENCH MARK DISK
 PC0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PC0113_STAMPING: 43-6 BPR RESET 1969
 PC0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0113+STABILITY: SURFACE MOTION
 PC0113
 PC0113  HISTORY     - Date     Condition        Report By
 PC0113  HISTORY     - 1969     MONUMENTED       CGS
 PC0113  HISTORY     - 1969     GOOD             NGS
 PC0113
 PC0113                          STATION DESCRIPTION
 PC0113
 PC0113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 PC0113'14.0 MI SW FROM DIAMOND LAKE.
 PC0113'REACHED FROM THE DIAMOND LAKE POST OFFICE GO SOUTHEAST FOR 0.2 MILE TO
 PC0113'STATE HIGHWAY 138, TURN RIGHT AND GO SOUTHEAST OF STATE HIGHWAY 138
 PC0113'FOR 1.2 MILES TO THE DIAMOND LAKE INFORMATION CENTER ON THE LEFT,
 PC0113'CONTINUE SOUTHEAST ON THE HIGHWAY FOR 2.2 MILES TO THE JUNCTION WITH
 PC0113'STATE HIGHWAY 230, TURN RIGHT AND GO SOUTHWEST, TOWARD MEDFORD ON
 PC0113'STATE HIGHWAY 230 FOR 10.4 MILES TO THE BENCH MARK ON THE RIGHT, 14.5
 PC0113'MILES NORTHEAST OF UNION CREEK RANGER STATION, 3.0 MILES NORTHEAST OF
 PC0113'THE CONCRETE BRIDGE OVER MUIR CREEK, 0.3 MILE NORTHEAST OF MILE POST
 PC0113'NO. 13, 54 FEET NORTHWEST OF THE CENTER OF THE HIGHWAY, 1 FOOT
 PC0113'NORTHEAST OF A METAL WITNESS POST, AND LEVEL WITH THE HIGHWAY AT
 PC0113'STATION 701+15, (PLUS OR MINUS), SET IN A 10-INCH SQUARE CONCRETE
 PC0113'MONUMENT THAT PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0129 ***********************************************************************
 PC0129  DESIGNATION -  43 8 RESET
 PC0129  PID         -  PC0129
 PC0129  STATE/COUNTY-  OR/DOUGLAS
 PC0129  USGS QUAD   -  PUMICE DESERT WEST (1985)
 PC0129
 PC0129                         *CURRENT SURVEY CONTROL
 PC0129  ___________________________________________________________________
 PC0129* NAD 83(1986)-  43 06 23.     (N)    122 10 59.     (W)     SCALED    
 PC0129* NAVD 88     -      1645.59   (meters)    5398.9    (feet)  RESET     
 PC0129  ___________________________________________________________________
 PC0129  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 PC0129  VERT ORDER  -  THIRD
 PC0129
 PC0129.The horizontal coordinates were scaled from a topographic map and have
 PC0129.an estimated accuracy of +/- 6 seconds.
 PC0129
 PC0129.The orthometric height was computed from unverified reset data.
 PC0129
 PC0129.The geoid height was determined by GEOID03.
 PC0129
 PC0129;                    North         East    Units  Estimated Accuracy
 PC0129;SPC OR S     -   161,300.    1,363,020.      MT  (+/- 180 meters Scaled)
 PC0129
 PC0129                          SUPERSEDED SURVEY CONTROL
 PC0129
 PC0129.No superseded survey control is available for this station.
 PC0129
 PC0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN664729(NAD 83)
 PC0129_MARKER: DB = BENCH MARK DISK
 PC0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PC0129_STAMPING: 43-8 BPR RESET 1969
 PC0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0129+STABILITY: SURFACE MOTION
 PC0129
 PC0129  HISTORY     - Date     Condition        Report By
 PC0129  HISTORY     - 1969     MONUMENTED       CGS
 PC0129  HISTORY     - 1969     GOOD             NGS
 PC0129
 PC0129                          STATION DESCRIPTION
 PC0129
 PC0129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 PC0129'6.6 MI SW FROM DIAMOND LAKE.
 PC0129'REACHED FROM THE DIAMOND LAKE POST OFFICE GO SOUTHEAST FOR 0.2 MILE TO
 PC0129'STATE HIGHWAY 138, TURN RIGHT AND GO SOUTHEAST ON STATE HIGHWAY 138
 PC0129'FOR 1.2 MILES TO THE DIAMOND LAKE INFORMATION CENTER ON THE LEFT,
 PC0129'CONTINUE SOUTHEAST ON THE HIGHWAY FOR 2.2 MILES TO THE JUNCTION WITH
 PC0129'STATE HIGHWAY 230, TURN RIGHT AND GO SOUTHWEST, TOWARD MEDFORD, ON
 PC0129'STATE HIGHWAY 230 FOR 3.0 MILES TO THE BENCH MARK ON THE RIGHT.  IT IS
 PC0129'0.2 MILE SOUTHWEST OF MILE POST NO. 23, AT STATION 1099, (PLUS OR
 PC0129'MINUS), 200 FEET WEST OF A FOREST SERVICE SIGN MARKING THE DIVISION
 PC0129'BETWEEN THE UMPQUA NATIONAL FOREST AND THE ROGUE RIVER NATIONAL
 PC0129'FOREST, 80 FEET NORTHEAST OF A SIDE ROAD NORTHWEST, 74 FEET NORTHWEST
 PC0129'OF THE CENTER OF STATE HIGHWAY 230, 1 FOOT NORTHEAST OF A METAL
 PC0129'WITNESS POST AND 2 FEET HIGHER THAN THE HIGHWAY SET IN A 10-INCH
 PC0129'SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0423 ***********************************************************************
 PB0423  DESIGNATION -  43 A NORTH
 PB0423  PID         -  PB0423
 PB0423  STATE/COUNTY-  OR/KLAMATH
 PB0423  USGS QUAD   -  MAZAMA (1967)
 PB0423
 PB0423                         *CURRENT SURVEY CONTROL
 PB0423  ___________________________________________________________________
 PB0423* NAD 83(1986)-  43 04 52.     (N)    121 49 30.     (W)     SCALED    
 PB0423* NAVD 88     -      1406.354  (meters)    4614.01   (feet)  ADJUSTED  
 PB0423  ___________________________________________________________________
 PB0423  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 PB0423  DYNAMIC HT  -        1405.578 (meters)    4611.47  (feet)  COMP
 PB0423  MODELED GRAV-     980,018.9   (mgal)                       NAVD 88
 PB0423
 PB0423  VERT ORDER  -  FIRST     CLASS II
 PB0423
 PB0423.The horizontal coordinates were scaled from a topographic map and have
 PB0423.an estimated accuracy of +/- 6 seconds.
 PB0423
 PB0423.The orthometric height was determined by differential leveling
 PB0423.and adjusted in June 1991.
 PB0423
 PB0423.The geoid height was determined by GEOID03.
 PB0423
 PB0423.The dynamic height is computed by dividing the NAVD 88
 PB0423.geopotential number by the normal gravity value computed on the
 PB0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0423.degrees latitude (g = 980.6199 gals.).
 PB0423
 PB0423.The modeled gravity was interpolated from observed gravity values.
 PB0423
 PB0423;                    North         East    Units  Estimated Accuracy
 PB0423;SPC OR S     -   157,970.    1,392,120.      MT  (+/- 180 meters Scaled)
 PB0423
 PB0423                          SUPERSEDED SURVEY CONTROL
 PB0423
 PB0423  NGVD 29 (??/??/92) 1405.072  (m)         4609.81   (f) ADJ UNCH    1 2
 PB0423
 PB0423.Superseded values are not recommended for survey control.
 PB0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0423.See file dsdata.txt to determine how the superseded data were derived.
 PB0423
 PB0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN956704(NAD 83)
 PB0423_MARKER: DD = SURVEY DISK
 PB0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0423_STAMPING: 43 A 4609 1931
 PB0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0423+STABILITY: SURFACE MOTION
 PB0423
 PB0423  HISTORY     - Date     Condition        Report By
 PB0423  HISTORY     - 1931     MONUMENTED       BPR
 PB0423  HISTORY     - 1941     GOOD             NGS
 PB0423  HISTORY     - 1956     GOOD             NGS
 PB0423
 PB0423                          STATION DESCRIPTION
 PB0423
 PB0423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 PB0423'9.7 MI S FROM CHEMULT.
 PB0423'ALONG U. S. HIGHWAY 97, AT DIAMOND-CRATER LAKE JUNCTION, 145 FEET WEST
 PB0423'OF CENTER OF U. S. HIGHWAY 97, 115 FEET NORTH OF CENTER OF
 PB0423'DIAMOND-CRATER LAKE HIGHWAY EXTENDED.  WITNESS POST MARKED USBM.
 PB0423
 PB0423                          STATION RECOVERY (1956)
 PB0423
 PB0423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 PB0423'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0422 ***********************************************************************
 PB0422  DESIGNATION -  43 A SOUTH
 PB0422  PID         -  PB0422
 PB0422  STATE/COUNTY-  OR/KLAMATH
 PB0422  USGS QUAD   -  MAZAMA (1967)
 PB0422
 PB0422                         *CURRENT SURVEY CONTROL
 PB0422  ___________________________________________________________________
 PB0422* NAD 83(1986)-  43 04 51.     (N)    121 49 31.     (W)     SCALED    
 PB0422* NAVD 88     -      1406.571  (meters)    4614.73   (feet)  ADJUSTED  
 PB0422  ___________________________________________________________________
 PB0422  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 PB0422  DYNAMIC HT  -        1405.795 (meters)    4612.18  (feet)  COMP
 PB0422  MODELED GRAV-     980,018.9   (mgal)                       NAVD 88
 PB0422
 PB0422  VERT ORDER  -  FIRST     CLASS II
 PB0422
 PB0422.The horizontal coordinates were scaled from a topographic map and have
 PB0422.an estimated accuracy of +/- 6 seconds.
 PB0422
 PB0422.The orthometric height was determined by differential leveling
 PB0422.and adjusted in June 1991.
 PB0422
 PB0422.The geoid height was determined by GEOID03.
 PB0422
 PB0422.The dynamic height is computed by dividing the NAVD 88
 PB0422.geopotential number by the normal gravity value computed on the
 PB0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0422.degrees latitude (g = 980.6199 gals.).
 PB0422
 PB0422.The modeled gravity was interpolated from observed gravity values.
 PB0422
 PB0422;                    North         East    Units  Estimated Accuracy
 PB0422;SPC OR S     -   157,940.    1,392,090.      MT  (+/- 180 meters Scaled)
 PB0422
 PB0422                          SUPERSEDED SURVEY CONTROL
 PB0422
 PB0422  NGVD 29 (??/??/92) 1405.291  (m)         4610.53   (f) ADJ UNCH    1 2
 PB0422
 PB0422.Superseded values are not recommended for survey control.
 PB0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0422.See file dsdata.txt to determine how the superseded data were derived.
 PB0422
 PB0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN956704(NAD 83)
 PB0422_MARKER: DD = SURVEY DISK
 PB0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0422_STAMPING: 43 A 4609 1931
 PB0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0422+STABILITY: SURFACE MOTION
 PB0422
 PB0422  HISTORY     - Date     Condition        Report By
 PB0422  HISTORY     - 1931     MONUMENTED       BPR
 PB0422  HISTORY     - 1941     GOOD             NGS
 PB0422  HISTORY     - 1953     GOOD             NGS
 PB0422
 PB0422                          STATION DESCRIPTION
 PB0422
 PB0422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 PB0422'9.7 MI S FROM CHEMULT.
 PB0422'ALONG U. S. HIGHWAY 97, AT DIAMOND-CRATER LAKE JUNCTION, 200 FEET WEST
 PB0422'OF CENTER OF U. S. HIGHWAY 97, 107 FEET SOUTH OF CENTER OF
 PB0422'DIAMOND-CRATER LAKE HIGHWAY EXTENDED, WITNESS POST MARKED USBM.  (THE
 PB0422'WORD SOUTH USED IN DESIGNATION TO DISTINGUISH FROM A MARK WITH SAME
 PB0422'STAMPING ON NORTH SIDE OF DIAMOND-CRATER LAKE HIGHWAY).
 PB0422
 PB0422                          STATION RECOVERY (1953)
 PB0422
 PB0422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 PB0422'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0647 ***********************************************************************
 NW0647  DESIGNATION -  43 BKC
 NW0647  PID         -  NW0647
 NW0647  STATE/COUNTY-  OR/MALHEUR
 NW0647  USGS QUAD   -  BOWDEN RANCH (1979)
 NW0647
 NW0647                         *CURRENT SURVEY CONTROL
 NW0647  ___________________________________________________________________
 NW0647* NAD 83(1986)-  42 33 24.     (N)    117 40 33.     (W)     SCALED    
 NW0647* NAVD 88     -      1215.453  (meters)    3987.70   (feet)  ADJUSTED  
 NW0647  ___________________________________________________________________
 NW0647  GEOID HEIGHT-         -18.17  (meters)                     GEOID03
 NW0647  DYNAMIC HT  -        1214.772 (meters)    3985.46  (feet)  COMP
 NW0647  MODELED GRAV-     980,018.8   (mgal)                       NAVD 88
 NW0647
 NW0647  VERT ORDER  -  SECOND    CLASS 0
 NW0647
 NW0647.The horizontal coordinates were scaled from a topographic map and have
 NW0647.an estimated accuracy of +/- 6 seconds.
 NW0647
 NW0647.The orthometric height was determined by differential leveling
 NW0647.and adjusted in August 1995.
 NW0647
 NW0647.The geoid height was determined by GEOID03.
 NW0647
 NW0647.The dynamic height is computed by dividing the NAVD 88
 NW0647.geopotential number by the normal gravity value computed on the
 NW0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0647.degrees latitude (g = 980.6199 gals.).
 NW0647
 NW0647.The modeled gravity was interpolated from observed gravity values.
 NW0647
 NW0647;                    North         East    Units  Estimated Accuracy
 NW0647;SPC OR S     -   102,770.    1,731,880.      MT  (+/- 180 meters Scaled)
 NW0647
 NW0647                          SUPERSEDED SURVEY CONTROL
 NW0647
 NW0647.No superseded survey control is available for this station.
 NW0647
 NW0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH445118(NAD 83)
 NW0647_MARKER: DB = BENCH MARK DISK
 NW0647_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0647_SP_SET: COPPER-CLAD STEEL ROD
 NW0647_STAMPING: 43 BKC 1973 3984
 NW0647_MARK LOGO: USGS  
 NW0647_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0647_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0647_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0647+SATELLITE: SATELLITE OBSERVATIONS - 1973
 NW0647
 NW0647  HISTORY     - Date     Condition        Report By
 NW0647  HISTORY     - 1973     MONUMENTED       USGS
 NW0647
 NW0647                          STATION DESCRIPTION
 NW0647
 NW0647'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 NW0647'FROM BURNS JUNCTION, OREGON PROCEED 12.6 MILES SOUTH ALONG U S
 NW0647'HIGHWAY 95, THENCE 10.5 MILES EAST ALONG A GRAVEL ROAD, THENCE 0.9
 NW0647'MILES SOUTH ALONG A GRAVEL ROAD, AT A T-FENCE CORNER, 61 FEET EAST OF
 NW0647'THE CENTERLINE OF THE ROAD, 8 FEET NORTH OF THE T-FENCE CORNER, 1
 NW0647'FOOT WEST OF A FENCELINE, SET ON A 5/8-INCH COPPER-COATED ROD DRIVEN
 NW0647'TO REFUSAL (ROD DEPTH UNKNOWN) WITH THE TOP ENCASED IN 6-INCH
 NW0647'DRAINPIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0314 ***********************************************************************
 NX0314  DESIGNATION -  43 FMK
 NX0314  PID         -  NX0314
 NX0314  STATE/COUNTY-  OR/HARNEY
 NX0314  USGS QUAD   -  KEG SPRS VALLEY EAST (1971)
 NX0314
 NX0314                         *CURRENT SURVEY CONTROL
 NX0314  ___________________________________________________________________
 NX0314* NAD 83(1986)-  42 58 44.     (N)    119 06 23.     (W)     SCALED    
 NX0314* NAVD 88     -      1548.358  (meters)    5079.90   (feet)  ADJUSTED  
 NX0314  ___________________________________________________________________
 NX0314  GEOID HEIGHT-         -19.25  (meters)                     GEOID03
 NX0314  DYNAMIC HT  -        1547.455 (meters)    5076.94  (feet)  COMP
 NX0314  MODELED GRAV-     979,982.2   (mgal)                       NAVD 88
 NX0314
 NX0314  VERT ORDER  -  SECOND    CLASS 0
 NX0314
 NX0314.The horizontal coordinates were scaled from a topographic map and have
 NX0314.an estimated accuracy of +/- 6 seconds.
 NX0314
 NX0314.The orthometric height was determined by differential leveling
 NX0314.and adjusted in August 1995.
 NX0314
 NX0314.The geoid height was determined by GEOID03.
 NX0314
 NX0314.The dynamic height is computed by dividing the NAVD 88
 NX0314.geopotential number by the normal gravity value computed on the
 NX0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0314.degrees latitude (g = 980.6199 gals.).
 NX0314
 NX0314.The modeled gravity was interpolated from observed gravity values.
 NX0314
 NX0314;                    North         East    Units  Estimated Accuracy
 NX0314;SPC OR S     -   146,710.    1,613,660.      MT  (+/- 180 meters Scaled)
 NX0314
 NX0314                          SUPERSEDED SURVEY CONTROL
 NX0314
 NX0314.No superseded survey control is available for this station.
 NX0314
 NX0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH282606(NAD 83)
 NX0314_MARKER: DB = BENCH MARK DISK
 NX0314_SETTING: 66 = SET IN ROCK OUTCROP
 NX0314_SP_SET: ROCK OUTCROP
 NX0314_STAMPING: 43 FMK 1970 5076
 NX0314_MARK LOGO: USGS  
 NX0314_MAGNETIC: N = NO MAGNETIC MATERIAL
 NX0314_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NX0314+STABILITY: POSITION/ELEVATION WELL
 NX0314
 NX0314  HISTORY     - Date     Condition        Report By
 NX0314  HISTORY     - 1970     MONUMENTED       USGS
 NX0314
 NX0314                          STATION DESCRIPTION
 NX0314
 NX0314'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NX0314'FROM THE BRIDGE OVER THE NARROWS, PROCEED 12.2 MILES SOUTH ALONG
 NX0314'STATE HIGHWAY 205, THENCE 23.4 MILES SOUTHWEST ALONG THE ROAD TO
 NX0314'FOSTER LAKE AND PLUSH, 106 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 NX0314'WITNESS POST SET AT BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0359 ***********************************************************************
 NX0359  DESIGNATION -  43 LRC
 NX0359  PID         -  NX0359
 NX0359  STATE/COUNTY-  OR/HARNEY
 NX0359  USGS QUAD   -  STEAMBOAT POINT (1980)
 NX0359
 NX0359                         *CURRENT SURVEY CONTROL
 NX0359  ___________________________________________________________________
 NX0359* NAD 83(1986)-  42 49 51.     (N)    119 36 19.     (W)     SCALED    
 NX0359* NAVD 88     -      1411.469  (meters)    4630.79   (feet)  ADJUSTED  
 NX0359  ___________________________________________________________________
 NX0359  GEOID HEIGHT-         -19.86  (meters)                     GEOID03
 NX0359  DYNAMIC HT  -        1410.636 (meters)    4628.06  (feet)  COMP
 NX0359  MODELED GRAV-     979,981.4   (mgal)                       NAVD 88
 NX0359
 NX0359  VERT ORDER  -  SECOND    CLASS 0
 NX0359
 NX0359.The horizontal coordinates were scaled from a topographic map and have
 NX0359.an estimated accuracy of +/- 6 seconds.
 NX0359
 NX0359.The orthometric height was determined by differential leveling
 NX0359.and adjusted in August 1995.
 NX0359
 NX0359.The geoid height was determined by GEOID03.
 NX0359
 NX0359.The dynamic height is computed by dividing the NAVD 88
 NX0359.geopotential number by the normal gravity value computed on the
 NX0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0359.degrees latitude (g = 980.6199 gals.).
 NX0359
 NX0359.The modeled gravity was interpolated from observed gravity values.
 NX0359
 NX0359;                    North         East    Units  Estimated Accuracy
 NX0359;SPC OR S     -   129,710.    1,573,150.      MT  (+/- 180 meters Scaled)
 NX0359
 NX0359                          SUPERSEDED SURVEY CONTROL
 NX0359
 NX0359.No superseded survey control is available for this station.
 NX0359
 NX0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKH870453(NAD 83)
 NX0359_MARKER: DB = BENCH MARK DISK
 NX0359_SETTING: 66 = SET IN ROCK OUTCROP
 NX0359_SP_SET: ROCK OUTCROP
 NX0359_STAMPING: 43 LRC 1970 4627
 NX0359_MARK LOGO: USGS  
 NX0359_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NX0359_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NX0359+STABILITY: POSITION/ELEVATION WELL
 NX0359
 NX0359  HISTORY     - Date     Condition        Report By
 NX0359  HISTORY     - 1970     MONUMENTED       USGS
 NX0359
 NX0359                          STATION DESCRIPTION
 NX0359
 NX0359'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NX0359'FROM WAGONTIRE, OREGON, PROCEED 4.5 MILES SOUTHWEST ALONG U S HIGHWAY
 NX0359'395 TO DRY VALLEY ROAD, THENCE 29.7 MILES SOUTH ALONG DRY VALLEY ROAD
 NX0359'TO A ROAD FORK, THENCE 4.8 MILES SOUTH ALONG WARNER VALLEY ROAD TO A
 NX0359'CROSSROADS AT THE EDGE OF WARNER VALLEY, THENCE 4.8 MILES NORTHEAST
 NX0359'ALONG FOSTER LAKE ROAD, ALONG THE FOOT OF HILLS, AROUND VERY
 NX0359'PROMINENT RIMROCK, 29 FEET NORTH-NORTHWEST OF AND 4 FEET HIGHER THAN
 NX0359'THE CENTERLINE OF THE ROAD, 5 FEET SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0330 ***********************************************************************
 OA0330  DESIGNATION -  43.103
 OA0330  PID         -  OA0330
 OA0330  STATE/COUNTY-  OR/DOUGLAS
 OA0330  USGS QUAD   -  REEDSPORT (1985)
 OA0330
 OA0330                         *CURRENT SURVEY CONTROL
 OA0330  ___________________________________________________________________
 OA0330* NAD 83(1986)-  43 42 51.     (N)    124 05 18.     (W)     SCALED    
 OA0330* NAVD 88     -         5.443  (meters)      17.86   (feet)  ADJUSTED  
 OA0330  ___________________________________________________________________
 OA0330  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 OA0330  DYNAMIC HT  -           5.443 (meters)      17.86  (feet)  COMP
 OA0330  MODELED GRAV-     980,521.3   (mgal)                       NAVD 88
 OA0330
 OA0330  VERT ORDER  -  FIRST     CLASS II
 OA0330
 OA0330.The horizontal coordinates were scaled from a topographic map and have
 OA0330.an estimated accuracy of +/- 6 seconds.
 OA0330
 OA0330.The orthometric height was determined by differential leveling
 OA0330.and adjusted in June 1991.
 OA0330
 OA0330.The geoid height was determined by GEOID03.
 OA0330
 OA0330.The dynamic height is computed by dividing the NAVD 88
 OA0330.geopotential number by the normal gravity value computed on the
 OA0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0330.degrees latitude (g = 980.6199 gals.).
 OA0330
 OA0330.The modeled gravity was interpolated from observed gravity values.
 OA0330
 OA0330;                    North         East    Units  Estimated Accuracy
 OA0330;SPC OR S     -   233,640.    1,210,920.      MT  (+/- 180 meters Scaled)
 OA0330
 OA0330                          SUPERSEDED SURVEY CONTROL
 OA0330
 OA0330  NGVD 29 (??/??/92)    4.350  (m)           14.27   (f) ADJ UNCH    1 2
 OA0330
 OA0330.Superseded values are not recommended for survey control.
 OA0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0330.See file dsdata.txt to determine how the superseded data were derived.
 OA0330
 OA0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP123407(NAD 83)
 OA0330_MARKER: B = BOLT
 OA0330_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OA0330_SP_SET: ABUTMENT
 OA0330_MARK LOGO: NONE  
 OA0330_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OA0330
 OA0330  HISTORY     - Date     Condition        Report By
 OA0330  HISTORY     - UNK      MONUMENTED       SPRR
 OA0330  HISTORY     - 1941     GOOD             NGS
 OA0330  HISTORY     - 1987     GOOD             NGS
 OA0330
 OA0330                          STATION DESCRIPTION
 OA0330
 OA0330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 OA0330'0.3 MI SW FROM GARDINER STATION.
 OA0330'ALONG THE SOUTHERN PACIFIC RAILROAD, NORTHEAST END OF BRIDGE NORTH OF
 OA0330'BLACKS ISLAND, IN ABUTMENT, NEAR IRON PLATE STAMPED 43.103, AN IRON
 OA0330'BOLT.
 OA0330
 OA0330                          STATION RECOVERY (1987)
 OA0330
 OA0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 OA0330'RECOVERED IN FAIR CONDITION.  A NEW TO REACH FOLLOWS.  0.3 KM
 OA0330'(0.20 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 38 FROM THE JUNCTION OF
 OA0330'U.S. HIGHWAY 101 IN REEDSPORT, THENCE 1.7 KM (1.05 MI) NORTHEASTERLY
 OA0330'ALONG THE SOUTHERN PACIFIC RAILROAD.  ADD--2.2 M (7.2 FT) NORTHWEST
 OA0330'OF THE NEAR RAIL.  NOTE--THE TOP PART OF THE BOLT IS BADLY RUSTED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0594 ***********************************************************************
 OA0594  DESIGNATION -  43.111
 OA0594  PID         -  OA0594
 OA0594  STATE/COUNTY-  OR/DOUGLAS
 OA0594  USGS QUAD   -  REEDSPORT (1985)
 OA0594
 OA0594                         *CURRENT SURVEY CONTROL
 OA0594  ___________________________________________________________________
 OA0594* NAD 83(1986)-  43 42 50.     (N)    124 05 18.     (W)     SCALED    
 OA0594* NAVD 88     -         5.442  (meters)      17.85   (feet)  ADJUSTED  
 OA0594  ___________________________________________________________________
 OA0594  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 OA0594  DYNAMIC HT  -           5.442 (meters)      17.85  (feet)  COMP
 OA0594  MODELED GRAV-     980,521.3   (mgal)                       NAVD 88
 OA0594
 OA0594  VERT ORDER  -  FIRST     CLASS II
 OA0594
 OA0594.The horizontal coordinates were scaled from a topographic map and have
 OA0594.an estimated accuracy of +/- 6 seconds.
 OA0594
 OA0594.The orthometric height was determined by differential leveling
 OA0594.and adjusted in June 1991.
 OA0594.WARNING-Repeat measurements at this control monument indicate possible
 OA0594.vertical movement.
 OA0594
 OA0594.The geoid height was determined by GEOID03.
 OA0594
 OA0594.The dynamic height is computed by dividing the NAVD 88
 OA0594.geopotential number by the normal gravity value computed on the
 OA0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0594.degrees latitude (g = 980.6199 gals.).
 OA0594
 OA0594.The modeled gravity was interpolated from observed gravity values.
 OA0594
 OA0594;                    North         East    Units  Estimated Accuracy
 OA0594;SPC OR S     -   233,610.    1,210,920.      MT  (+/- 180 meters Scaled)
 OA0594
 OA0594                          SUPERSEDED SURVEY CONTROL
 OA0594
 OA0594  NGVD 29 (??/??/92)    4.355  (m)           14.29   (f) ADJ UNCH    1 2
 OA0594
 OA0594.Superseded values are not recommended for survey control.
 OA0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0594.See file dsdata.txt to determine how the superseded data were derived.
 OA0594
 OA0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP123406(NAD 83)
 OA0594_MARKER: B = BOLT
 OA0594_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OA0594_SP_SET: ABUTMENT
 OA0594_MARK LOGO: NONE  
 OA0594_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OA0594
 OA0594  HISTORY     - Date     Condition        Report By
 OA0594  HISTORY     - UNK      MONUMENTED
 OA0594  HISTORY     - 1987     GOOD             NGS
 OA0594
 OA0594                          STATION DESCRIPTION
 OA0594
 OA0594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 OA0594'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  0.3 KM
 OA0594'(0.20 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 38 FROM THE JUNCTION OF
 OA0594'U.S. HIGHWAY 101 IN REEDSPORT, THENCE 1.7 KM (1.05 MI) NORTHEASTERLY
 OA0594'ALONG THE SOUTHERN PACIFIC RAILROAD.  ADD--2.1 M (6.9 FT) NORTHWEST
 OA0594'OF THE NEAR RAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0537 ***********************************************************************
 OA0537  DESIGNATION -  43.713
 OA0537  PID         -  OA0537
 OA0537  STATE/COUNTY-  OR/COOS
 OA0537  USGS QUAD   -  NORTH BEND (1971)
 OA0537
 OA0537                         *CURRENT SURVEY CONTROL
 OA0537  ___________________________________________________________________
 OA0537* NAD 83(1986)-  43 25 27.     (N)    124 14 07.     (W)     SCALED    
 OA0537* NAVD 88     -         5.741  (meters)      18.84   (feet)  ADJUSTED  
 OA0537  ___________________________________________________________________
 OA0537  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 OA0537  DYNAMIC HT  -           5.741 (meters)      18.84  (feet)  COMP
 OA0537  MODELED GRAV-     980,481.1   (mgal)                       NAVD 88
 OA0537
 OA0537  VERT ORDER  -  FIRST     CLASS II
 OA0537
 OA0537.The horizontal coordinates were scaled from a topographic map and have
 OA0537.an estimated accuracy of +/- 6 seconds.
 OA0537
 OA0537.The orthometric height was determined by differential leveling
 OA0537.and adjusted in June 1991.
 OA0537
 OA0537.The geoid height was determined by GEOID03.
 OA0537
 OA0537.The dynamic height is computed by dividing the NAVD 88
 OA0537.geopotential number by the normal gravity value computed on the
 OA0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0537.degrees latitude (g = 980.6199 gals.).
 OA0537
 OA0537.The modeled gravity was interpolated from observed gravity values.
 OA0537
 OA0537;                    North         East    Units  Estimated Accuracy
 OA0537;SPC OR S     -   201,970.    1,197,650.      MT  (+/- 180 meters Scaled)
 OA0537
 OA0537                          SUPERSEDED SURVEY CONTROL
 OA0537
 OA0537  NGVD 29 (??/??/92)    4.634  (m)           15.20   (f) ADJ UNCH    1 2
 OA0537
 OA0537.Superseded values are not recommended for survey control.
 OA0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0537.See file dsdata.txt to determine how the superseded data were derived.
 OA0537
 OA0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP000086(NAD 83)
 OA0537_MARKER: B = BOLT
 OA0537_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OA0537_SP_SET: ABUTMENT
 OA0537_STAMPING: BM 43.713
 OA0537_MARK LOGO: NONE  
 OA0537_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OA0537
 OA0537  HISTORY     - Date     Condition        Report By
 OA0537  HISTORY     - UNK      MONUMENTED       SPRR
 OA0537  HISTORY     - 1941     GOOD             NGS
 OA0537  HISTORY     - 1987     GOOD             NGS
 OA0537  HISTORY     - 1988     GOOD             USPSQD
 OA0537
 OA0537                          STATION DESCRIPTION
 OA0537
 OA0537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 OA0537'1.5 MI N FROM NORTH BEND.
 OA0537'1.5 MILES NORTH ALONG THE SOUTHERN PACIFIC CO.  RAILROAD FROM THE
 OA0537'STATION AT NORTH BEND, COOS COUNTY, AT BRIDGE 763.37 OVER COOS BAY, IN
 OA0537'THE TOP OF THE WEST END OF THE SOUTH ABUTMENT, AND NEAR AN IRON PLATE
 OA0537'STAMPED BM 43.713.  AN IRON BOLT.
 OA0537
 OA0537                          STATION RECOVERY (1987)
 OA0537
 OA0537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 OA0537'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  5.7 KM
 OA0537'(3.55 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF
 OA0537'COMMERCIAL AVENUE IN COOS BAY, THENCE 1.4 KM (0.85 MI) NORTHERLY
 OA0537'ALONG THE SOUTHERN PACIFIC RAILROAD.  ADD--3.2 M (10.5 FT) WEST OF
 OA0537'THE NEAR RAIL.  NOTE--NOT LEVELED THIS SURVEY.
 OA0537
 OA0537                          STATION RECOVERY (1988)
 OA0537
 OA0537'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 OA0537'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0540 ***********************************************************************
 OA0540  DESIGNATION -  43.743
 OA0540  PID         -  OA0540
 OA0540  STATE/COUNTY-  OR/COOS
 OA0540  USGS QUAD   -  NORTH BEND (1971)
 OA0540
 OA0540                         *CURRENT SURVEY CONTROL
 OA0540  ___________________________________________________________________
 OA0540* NAD 83(1986)-  43 25 44.     (N)    124 14 06.     (W)     SCALED    
 OA0540* NAVD 88     -         5.749  (meters)      18.86   (feet)  ADJUSTED  
 OA0540  ___________________________________________________________________
 OA0540  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 OA0540  DYNAMIC HT  -           5.748 (meters)      18.86  (feet)  COMP
 OA0540  MODELED GRAV-     980,482.1   (mgal)                       NAVD 88
 OA0540
 OA0540  VERT ORDER  -  FIRST     CLASS II
 OA0540
 OA0540.The horizontal coordinates were scaled from a topographic map and have
 OA0540.an estimated accuracy of +/- 6 seconds.
 OA0540
 OA0540.The orthometric height was determined by differential leveling
 OA0540.and adjusted in June 1991.
 OA0540
 OA0540.The geoid height was determined by GEOID03.
 OA0540
 OA0540.The dynamic height is computed by dividing the NAVD 88
 OA0540.geopotential number by the normal gravity value computed on the
 OA0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0540.degrees latitude (g = 980.6199 gals.).
 OA0540
 OA0540.The modeled gravity was interpolated from observed gravity values.
 OA0540
 OA0540;                    North         East    Units  Estimated Accuracy
 OA0540;SPC OR S     -   202,500.    1,197,700.      MT  (+/- 180 meters Scaled)
 OA0540
 OA0540                          SUPERSEDED SURVEY CONTROL
 OA0540
 OA0540  NGVD 29 (??/??/92)    4.643  (m)           15.23   (f) ADJ UNCH    1 2
 OA0540
 OA0540.Superseded values are not recommended for survey control.
 OA0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0540.See file dsdata.txt to determine how the superseded data were derived.
 OA0540
 OA0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP000091(NAD 83)
 OA0540_MARKER: B = BOLT
 OA0540_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OA0540_SP_SET: ABUTMENT
 OA0540_STAMPING: BM 43.743
 OA0540_MARK LOGO: NONE  
 OA0540_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OA0540
 OA0540  HISTORY     - Date     Condition        Report By
 OA0540  HISTORY     - UNK      MONUMENTED       CGS
 OA0540  HISTORY     - 1952     GOOD             NGS
 OA0540  HISTORY     - 1987     GOOD             NGS
 OA0540  HISTORY     - 1988     GOOD             USPSQD
 OA0540  HISTORY     - 19940731 GOOD             USPSQD
 OA0540
 OA0540                          STATION DESCRIPTION
 OA0540
 OA0540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 OA0540'1.9 MI N FROM NORTH BEND.
 OA0540'1.9 MILES NORTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 OA0540'STATION AT NORTH BEND, COOS COUNTY, AT RAILROAD BRIDGE 763.37 OVER
 OA0540'COOS BAY, IN THE TOP OF THE WEST END OF THE NORTH ABUTMENT, AND NEAR
 OA0540'AN IRON PLATE STAMPED BM 43.743.  AN IRON BOLT.
 OA0540
 OA0540                          STATION RECOVERY (1987)
 OA0540
 OA0540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 OA0540'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  5.7 KM
 OA0540'(3.55 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF
 OA0540'COMMERCIAL AVENUE IN COOS BAY, THENCE 2.0 KM (1.25 MI) NORTHERLY
 OA0540'ALONG THE SOUTHERN PACIFIC RAILROAD, IN TOP OF AND 0.35 M (1.1 FT)
 OA0540'EAST OF THE WEST END OF THE NORTH CONCRETE ABUTMENT OF A RAILROAD
 OA0540'BRIDGE SPANNING COOS BAY, 3.3 M (10.8 FT) WEST OF THE NEAR RAIL, AND
 OA0540'0.1 M (0.3 FT) WEST OF AN IRON PLATE STAMPED 43.743.
 OA0540'THE MARK IS 2.1 M BELOW THE TRACKS.
 OA0540
 OA0540                          STATION RECOVERY (1988)
 OA0540
 OA0540'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 OA0540'RECOVERED IN GOOD CONDITION.
 OA0540
 OA0540                          STATION RECOVERY (1994)
 OA0540
 OA0540'RECOVERY NOTE BY US POWER SQUADRON 1994
 OA0540'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0329 ***********************************************************************
 OA0329  DESIGNATION -  43.894
 OA0329  PID         -  OA0329
 OA0329  STATE/COUNTY-  OR/DOUGLAS
 OA0329  USGS QUAD   -  REEDSPORT (1985)
 OA0329
 OA0329                         *CURRENT SURVEY CONTROL
 OA0329  ___________________________________________________________________
 OA0329* NAD 83(1986)-  43 42 46.     (N)    124 05 21.     (W)     SCALED    
 OA0329* NAVD 88     -         5.669  (meters)      18.60   (feet)  ADJUSTED  
 OA0329  ___________________________________________________________________
 OA0329  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 OA0329  DYNAMIC HT  -           5.668 (meters)      18.60  (feet)  COMP
 OA0329  MODELED GRAV-     980,521.5   (mgal)                       NAVD 88
 OA0329
 OA0329  VERT ORDER  -  FIRST     CLASS II
 OA0329
 OA0329.The horizontal coordinates were scaled from a topographic map and have
 OA0329.an estimated accuracy of +/- 6 seconds.
 OA0329
 OA0329.The orthometric height was determined by differential leveling
 OA0329.and adjusted in June 1991.
 OA0329.WARNING-Repeat measurements at this control monument indicate possible
 OA0329.vertical movement.
 OA0329
 OA0329.The geoid height was determined by GEOID03.
 OA0329
 OA0329.The dynamic height is computed by dividing the NAVD 88
 OA0329.geopotential number by the normal gravity value computed on the
 OA0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0329.degrees latitude (g = 980.6199 gals.).
 OA0329
 OA0329.The modeled gravity was interpolated from observed gravity values.
 OA0329
 OA0329;                    North         East    Units  Estimated Accuracy
 OA0329;SPC OR S     -   233,490.    1,210,850.      MT  (+/- 180 meters Scaled)
 OA0329
 OA0329                          SUPERSEDED SURVEY CONTROL
 OA0329
 OA0329  NGVD 29 (??/??/92)    4.579  (m)           15.02   (f) ADJ UNCH    1 2
 OA0329
 OA0329.Superseded values are not recommended for survey control.
 OA0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0329.See file dsdata.txt to determine how the superseded data were derived.
 OA0329
 OA0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP122405(NAD 83)
 OA0329_MARKER: B = BOLT
 OA0329_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OA0329_SP_SET: ABUTMENT
 OA0329_STAMPING: 43.894
 OA0329_MARK LOGO: NONE  
 OA0329_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OA0329
 OA0329  HISTORY     - Date     Condition        Report By
 OA0329  HISTORY     - UNK      MONUMENTED       SPRR
 OA0329  HISTORY     - 1941     GOOD             NGS
 OA0329  HISTORY     - 1971     GOOD             NGS
 OA0329  HISTORY     - 1987     GOOD             NGS
 OA0329
 OA0329                          STATION DESCRIPTION
 OA0329
 OA0329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 OA0329'1.2 MI N FROM REEDSPORT.
 OA0329'ABOUT 1.2 MILES NORTHERLY FROM REEDSPORT AND .7 MILE SOUTHERLY FROM
 OA0329'GARDINER STATION, DOUGLAS COUNTY, IN THE NORTHERLY CONCRETE ABUTMENT
 OA0329'OF SOUTHERN PACIFIC COMPANY STRUCTURE 739 E SOUTH OF BLACKS ISLAND,
 OA0329'AND WEST OF THE TRACK.  AN IRON BOLT SET NEAR AN IRON PLATE STAMPED
 OA0329'43.894.  NOTE-- THIS MARK MAY BE EAST OF THE TRACK.
 OA0329
 OA0329                          STATION RECOVERY (1971)
 OA0329
 OA0329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 OA0329'RECOVERED IN GOOD CONDITION.
 OA0329
 OA0329                          STATION RECOVERY (1987)
 OA0329
 OA0329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 OA0329'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  0.3 KM
 OA0329'(0.20 MI) NORTHEASTERLY ALONG STATE HIGHWAY 38 FROM THE JUNCTION OF
 OA0329'U.S. HIGHWAY 101 IN REEDSPORT, THENCE 1.3 KM (0.80 MI) NORTHEASTERLY
 OA0329'ALONG THE SOUTHERN PACIFIC RAILROAD.  ADD--2.5 M (8.2 FT) NORTHWEST
 OA0329'OF THE NEAR RAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0508 ***********************************************************************
 PA0508  DESIGNATION -  4303=4295
 PA0508  PID         -  PA0508
 PA0508  STATE/COUNTY-  OR/HARNEY
 PA0508  USGS QUAD   -  RILEY (1981)
 PA0508
 PA0508                         *CURRENT SURVEY CONTROL
 PA0508  ___________________________________________________________________
 PA0508* NAD 83(1986)-  43 35 52.     (N)    119 37 05.     (W)     SCALED    
 PA0508* NAVD 88     -      1312.693  (meters)    4306.73   (feet)  ADJUSTED  
 PA0508  ___________________________________________________________________
 PA0508  GEOID HEIGHT-         -19.34  (meters)                     GEOID03
 PA0508  DYNAMIC HT  -        1312.048 (meters)    4304.61  (feet)  COMP
 PA0508  MODELED GRAV-     980,082.7   (mgal)                       NAVD 88
 PA0508
 PA0508  VERT ORDER  -  FIRST     CLASS II
 PA0508
 PA0508.The horizontal coordinates were scaled from a topographic map and have
 PA0508.an estimated accuracy of +/- 6 seconds.
 PA0508
 PA0508.The orthometric height was determined by differential leveling
 PA0508.and adjusted in June 1991.
 PA0508
 PA0508.The geoid height was determined by GEOID03.
 PA0508
 PA0508.The dynamic height is computed by dividing the NAVD 88
 PA0508.geopotential number by the normal gravity value computed on the
 PA0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0508.degrees latitude (g = 980.6199 gals.).
 PA0508
 PA0508.The modeled gravity was interpolated from observed gravity values.
 PA0508
 PA0508;                    North         East    Units  Estimated Accuracy
 PA0508;SPC OR S     -   214,890.    1,571,210.      MT  (+/- 180 meters Scaled)
 PA0508
 PA0508                          SUPERSEDED SURVEY CONTROL
 PA0508
 PA0508  NGVD 29 (??/??/92) 1311.475  (m)         4302.73   (f) ADJ UNCH    1 2
 PA0508
 PA0508.Superseded values are not recommended for survey control.
 PA0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0508.See file dsdata.txt to determine how the superseded data were derived.
 PA0508
 PA0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKJ886305(NAD 83)
 PA0508_MARKER: P = PIPE CAP
 PA0508_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PA0508_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PA0508_STAMPING: 4302.980 H 1903
 PA0508_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PA0508
 PA0508  HISTORY     - Date     Condition        Report By
 PA0508  HISTORY     - 1903     MONUMENTED       USGS
 PA0508  HISTORY     - 1935     GOOD             NGS
 PA0508
 PA0508                          STATION DESCRIPTION
 PA0508
 PA0508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PA0508'1.8 MI NE FROM SUNTEX.
 PA0508'1.8 MILES NORTHEAST (VIA THE BURNS-SUNTEX ROAD AND THE UPPER VALLEY
 PA0508'ROAD) FROM SUNTEX, HARNEY COUNTY, 0.7 MILE NORTHWEST OF THE ROAD
 PA0508'JUNCTION, AT THE TIM GIBBSON RANCH HOUSE, AT THE SOUTHEAST EDGE OF A
 PA0508'SMALL DRAW, AT THE MOST WESTERLY CORNER OF THE YARD FENCE, 36 FEET
 PA0508'NORTHWEST OF THE YARD GATE, 30 FEET SOUTHEAST AND ACROSS THE ROAD FROM
 PA0508'A FARM LANE, 30 FEET NORTHEAST OF THE ROAD CENTERLINE.  A UNITED
 PA0508'STATES GEOLOGICAL SURVEY STANDARD CAP STAMPED 4302.980 H 1903 AND
 PA0508'RIVETED TO A 3 1/2 INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0198 ***********************************************************************
 PB0198  DESIGNATION -  4307
 PB0198  PID         -  PB0198
 PB0198  STATE/COUNTY-  OR/KLAMATH
 PB0198  USGS QUAD   -  MOFFITT BUTTE (1981)
 PB0198
 PB0198                         *CURRENT SURVEY CONTROL
 PB0198  ___________________________________________________________________
 PB0198* NAD 83(1986)-  43 33 38.     (N)    121 28 36.     (W)     SCALED    
 PB0198* NAVD 88     -      1313.972  (meters)    4310.92   (feet)  ADJUSTED  
 PB0198  ___________________________________________________________________
 PB0198  GEOID HEIGHT-         -21.00  (meters)                     GEOID03
 PB0198  DYNAMIC HT  -        1313.321 (meters)    4308.79  (feet)  COMP
 PB0198  MODELED GRAV-     980,077.9   (mgal)                       NAVD 88
 PB0198
 PB0198  VERT ORDER  -  SECOND    CLASS 0
 PB0198
 PB0198.The horizontal coordinates were scaled from a topographic map and have
 PB0198.an estimated accuracy of +/- 6 seconds.
 PB0198
 PB0198.The orthometric height was determined by differential leveling
 PB0198.and adjusted in June 1991.
 PB0198
 PB0198.The geoid height was determined by GEOID03.
 PB0198
 PB0198.The dynamic height is computed by dividing the NAVD 88
 PB0198.geopotential number by the normal gravity value computed on the
 PB0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0198.degrees latitude (g = 980.6199 gals.).
 PB0198
 PB0198.The modeled gravity was interpolated from observed gravity values.
 PB0198
 PB0198;                    North         East    Units  Estimated Accuracy
 PB0198;SPC OR S     -   210,840.    1,421,100.      MT  (+/- 180 meters Scaled)
 PB0198
 PB0198                          SUPERSEDED SURVEY CONTROL
 PB0198
 PB0198  NGVD 29 (??/??/92) 1312.727  (m)         4306.84   (f) ADJ UNCH    2 0
 PB0198
 PB0198.Superseded values are not recommended for survey control.
 PB0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0198.See file dsdata.txt to determine how the superseded data were derived.
 PB0198
 PB0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP230241(NAD 83)
 PB0198_MARKER: DD = SURVEY DISK
 PB0198_SETTING: 66 = SET IN ROCK OUTCROP
 PB0198_SP_SET: ROCK OUTCROP
 PB0198_STAMPING: 4307
 PB0198_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PB0198+STABILITY: POSITION/ELEVATION WELL
 PB0198
 PB0198  HISTORY     - Date     Condition        Report By
 PB0198  HISTORY     - UNK      MONUMENTED       ORDT
 PB0198  HISTORY     - 1931     GOOD             NGS
 PB0198
 PB0198                          STATION DESCRIPTION
 PB0198
 PB0198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 PB0198'6.4 MI SE FROM CAL-DALLES AND FREMONT JCT.
 PB0198'6.4 MILES SOUTHEAST OF THE HIGHWAY JUNCTION 85 FEET NORTHEAST OF THE
 PB0198'CENTERLINE OF THE FREMONT HIGHWAY, ABOUT 300 FEET WEST OF TOP OF HILL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0472 ***********************************************************************
 PA0472  DESIGNATION -  4318 H
 PA0472  PID         -  PA0472
 PA0472  STATE/COUNTY-  OR/HARNEY
 PA0472  USGS QUAD   -  OAKERMAN LAKES (1992)
 PA0472
 PA0472                         *CURRENT SURVEY CONTROL
 PA0472  ___________________________________________________________________
 PA0472* NAD 83(1986)-  43 32 32.     (N)    119 26 33.     (W)     SCALED    
 PA0472* NAVD 88     -      1319.76   (+/-2cm)    4329.9    (feet)  VERTCON   
 PA0472  ___________________________________________________________________
 PA0472  GEOID HEIGHT-         -19.33  (meters)                     GEOID03
 PA0472  VERT ORDER  -  THIRD (See Below)
 PA0472
 PA0472.The horizontal coordinates were scaled from a topographic map and have
 PA0472.an estimated accuracy of +/- 6 seconds.
 PA0472
 PA0472.The NAVD 88 height was computed by applying the VERTCON shift value to
 PA0472.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PA0472.The vertical order pertains to the NGVD 29 superseded value.
 PA0472
 PA0472.The geoid height was determined by GEOID03.
 PA0472
 PA0472;                    North         East    Units  Estimated Accuracy
 PA0472;SPC OR S     -   208,880.    1,585,460.      MT  (+/- 180 meters Scaled)
 PA0472
 PA0472                          SUPERSEDED SURVEY CONTROL
 PA0472
 PA0472  NGVD 29 (??/??/??) 1318.56   (m)         4326.0    (f) RESET       3  
 PA0472
 PA0472.Superseded values are not recommended for survey control.
 PA0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0472.See file dsdata.txt to determine how the superseded data were derived.
 PA0472
 PA0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ026239(NAD 83)
 PA0472_MARKER: P = PIPE CAP
 PA0472_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PA0472_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PA0472_STAMPING: 4318 H 1903
 PA0472_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PA0472
 PA0472  HISTORY     - Date     Condition        Report By
 PA0472  HISTORY     - 1903     MONUMENTED       USGS
 PA0472  HISTORY     - 19770404 GOOD             USPSQD
 PA0472
 PA0472                          STATION DESCRIPTION
 PA0472
 PA0472'DESCRIBED BY US GEOLOGICAL SURVEY 1903
 PA0472'3 MI E FROM OAKERMAN RANCH.
 PA0472'ABOUT 3 MILES EAST ALONG THE OLD BEND-BURNS ROAD FROM OAKERMAN RANCH,
 PA0472'HARNEY COUNTY, ABOUT 1000 FEET NORTH OF A POINT ON THE CENTRAL OREGON
 PA0472'HIGHWAY (U.S. 20) NEAR SURVEY STATION 5659, AND 15 FEET SOUTH OF THE
 PA0472'ROAD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 4318 H
 PA0472'1903 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 PA0472
 PA0472                          STATION RECOVERY (1977)
 PA0472
 PA0472'RECOVERY NOTE BY US POWER SQUADRON 1977 (DHK)
 PA0472'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0013 ***********************************************************************
 QC0013  DESIGNATION -  4325
 QC0013  PID         -  QC0013
 QC0013  STATE/COUNTY-  OR/GRANT
 QC0013  USGS QUAD   -  AUSTIN (1983)
 QC0013
 QC0013                         *CURRENT SURVEY CONTROL
 QC0013  ___________________________________________________________________
 QC0013* NAD 83(1986)-  44 34 23.     (N)    118 24 16.     (W)     SCALED    
 QC0013* NAVD 88     -      1321.796  (meters)    4336.59   (feet)  ADJUSTED  
 QC0013  ___________________________________________________________________
 QC0013  GEOID HEIGHT-         -17.35  (meters)                     GEOID03
 QC0013  DYNAMIC HT  -        1321.257 (meters)    4334.82  (feet)  COMP
 QC0013  MODELED GRAV-     980,164.4   (mgal)                       NAVD 88
 QC0013
 QC0013  VERT ORDER  -  FIRST     CLASS II
 QC0013
 QC0013.The horizontal coordinates were scaled from a topographic map and have
 QC0013.an estimated accuracy of +/- 6 seconds.
 QC0013
 QC0013.The orthometric height was determined by differential leveling
 QC0013.and adjusted in June 1991.
 QC0013
 QC0013.The geoid height was determined by GEOID03.
 QC0013
 QC0013.The dynamic height is computed by dividing the NAVD 88
 QC0013.geopotential number by the normal gravity value computed on the
 QC0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0013.degrees latitude (g = 980.6199 gals.).
 QC0013
 QC0013.The modeled gravity was interpolated from observed gravity values.
 QC0013
 QC0013;                    North         East    Units  Estimated Accuracy
 QC0013;SPC OR N     -   102,880.    2,666,420.      MT  (+/- 180 meters Scaled)
 QC0013
 QC0013                          SUPERSEDED SURVEY CONTROL
 QC0013
 QC0013  NGVD 29 (??/??/92) 1320.578  (m)         4332.60   (f) ADJ UNCH    1 2
 QC0013
 QC0013.Superseded values are not recommended for survey control.
 QC0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0013.See file dsdata.txt to determine how the superseded data were derived.
 QC0013
 QC0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK884364(NAD 83)
 QC0013_MARKER: B = BOLT
 QC0013_SETTING: 80 = SET IN A BOULDER
 QC0013_SP_SET: BOULDER
 QC0013_STAMPING: 4325 1903
 QC0013_MARK LOGO: USGS  
 QC0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0013+STABILITY: SURFACE MOTION
 QC0013
 QC0013  HISTORY     - Date     Condition        Report By
 QC0013  HISTORY     - 1903     MONUMENTED       USGS
 QC0013  HISTORY     - 1963     GOOD             NGS
 QC0013  HISTORY     - 1985     GOOD             NGS
 QC0013
 QC0013                          STATION DESCRIPTION
 QC0013
 QC0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 QC0013'25.2 MI E FROM PRARIE CITY.
 QC0013'25.2 MILES EAST ALONG U.S. HIGHWAY 26 FROM THE PRARIE CITY POST
 QC0013'OFFICE, 3.8 MILES WEST OF THE COUNTY LINE, 0.1 MILE WEST OF MILE POST
 QC0013'NO. 196, 400 FEET SOUTH OF THE HIGHWAY AND 2 FEET NORTH OF A METAL
 QC0013'WITNESS POST NEAR THE MIDDLE OF A MEADOW CEMENTED IN A DRILL HOLE IN A
 QC0013'2 BY 2 FOOT BOULDER THAT PROJECTS 10 INCHES.
 QC0013
 QC0013                          STATION RECOVERY (1985)
 QC0013
 QC0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QC0013'RECOVERED IN GOOD CONDITION.  BUT NOT LEVELED TO DURING THIS SURVEY.
 QC0013'EXCEPT MARK IS IN THE MIDDLE OF A VERY MARSHY FIELD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1200 ***********************************************************************
 QD1200  DESIGNATION -  4327
 QD1200  PID         -  QD1200
 QD1200  STATE/COUNTY-  OR/CLACKAMAS
 QD1200  USGS QUAD   -  PINHEAD BUTTES (1997)
 QD1200
 QD1200                         *CURRENT SURVEY CONTROL
 QD1200  ___________________________________________________________________
 QD1200* NAD 83(1986)-  44 54 45.     (N)    121 48 29.     (W)     SCALED    
 QD1200* NAVD 88     -      1320.242  (meters)    4331.49   (feet)  ADJUSTED  
 QD1200  ___________________________________________________________________
 QD1200  GEOID HEIGHT-         -21.09  (meters)                     GEOID03
 QD1200  DYNAMIC HT  -        1319.803 (meters)    4330.05  (feet)  COMP
 QD1200  MODELED GRAV-     980,238.1   (mgal)                       NAVD 88
 QD1200
 QD1200  VERT ORDER  -  SECOND    CLASS 0
 QD1200
 QD1200.The horizontal coordinates were scaled from a topographic map and have
 QD1200.an estimated accuracy of +/- 6 seconds.
 QD1200
 QD1200.The orthometric height was determined by differential leveling
 QD1200.and adjusted in June 1991.
 QD1200
 QD1200.The geoid height was determined by GEOID03.
 QD1200
 QD1200.The dynamic height is computed by dividing the NAVD 88
 QD1200.geopotential number by the normal gravity value computed on the
 QD1200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1200.degrees latitude (g = 980.6199 gals.).
 QD1200
 QD1200.The modeled gravity was interpolated from observed gravity values.
 QD1200
 QD1200;                    North         East    Units  Estimated Accuracy
 QD1200;SPC OR N     -   139,280.    2,396,720.      MT  (+/- 180 meters Scaled)
 QD1200
 QD1200                          SUPERSEDED SURVEY CONTROL
 QD1200
 QD1200  NGVD 29 (??/??/92) 1319.067  (m)         4327.64   (f) ADJ UNCH    2 0
 QD1200
 QD1200.Superseded values are not recommended for survey control.
 QD1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1200.See file dsdata.txt to determine how the superseded data were derived.
 QD1200
 QD1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ940739(NAD 83)
 QD1200_MARKER: N = NAIL
 QD1200_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QD1200_SP_SET: HEMLOCK TREE BASE
 QD1200_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD1200
 QD1200  HISTORY     - Date     Condition        Report By
 QD1200  HISTORY     - UNK      MONUMENTED       USGS
 QD1200  HISTORY     - 1943     GOOD             NGS
 QD1200
 QD1200                          STATION DESCRIPTION
 QD1200
 QD1200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QD1200'8.4 MI N FROM OLALLIE LAKE GUARD STATION.
 QD1200'ABOUT 8.4 MILES NORTH ALONG THE OREGON SKYLINE ROAD FROM THE OLALLIE
 QD1200'LAKE GUARD STATION, 150 FEET SOUTH OF MILEPOST 26, 17.0 FEET EAST OF
 QD1200'THE CENTER LINE OF THE ROAD, IN BASE AND ON WEST SIDE OF A 20-INCH
 QD1200'HEMLOCK TREE, A NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0620 ***********************************************************************
 RA0620  DESIGNATION -  4331
 RA0620  PID         -  RA0620
 RA0620  STATE/COUNTY-  OR/WALLOWA
 RA0620  USGS QUAD   -  FLORA (1967)
 RA0620
 RA0620                         *CURRENT SURVEY CONTROL
 RA0620  ___________________________________________________________________
 RA0620* NAD 83(1986)-  45 54 18.     (N)    117 18 41.     (W)     SCALED    
 RA0620* NAVD 88     -      1321.117  (meters)    4334.36   (feet)  ADJUSTED  
 RA0620  ___________________________________________________________________
 RA0620  GEOID HEIGHT-         -17.19  (meters)                     GEOID03
 RA0620  DYNAMIC HT  -        1320.788 (meters)    4333.29  (feet)  COMP
 RA0620  MODELED GRAV-     980,319.7   (mgal)                       NAVD 88
 RA0620
 RA0620  VERT ORDER  -  SECOND    CLASS 0
 RA0620
 RA0620.The horizontal coordinates were scaled from a topographic map and have
 RA0620.an estimated accuracy of +/- 6 seconds.
 RA0620
 RA0620.The orthometric height was determined by differential leveling
 RA0620.and adjusted in June 1991.
 RA0620
 RA0620.The geoid height was determined by GEOID03.
 RA0620
 RA0620.The dynamic height is computed by dividing the NAVD 88
 RA0620.geopotential number by the normal gravity value computed on the
 RA0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0620.degrees latitude (g = 980.6199 gals.).
 RA0620
 RA0620.The modeled gravity was interpolated from observed gravity values.
 RA0620
 RA0620;                    North         East    Units  Estimated Accuracy
 RA0620;SPC OR N     -   253,620.    2,747,350.      MT  (+/- 180 meters Scaled)
 RA0620
 RA0620                          SUPERSEDED SURVEY CONTROL
 RA0620
 RA0620  NGVD 29 (??/??/92) 1319.966  (m)         4330.59   (f) ADJ UNCH    2 0
 RA0620
 RA0620.Superseded values are not recommended for survey control.
 RA0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0620.See file dsdata.txt to determine how the superseded data were derived.
 RA0620
 RA0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML758835(NAD 83)
 RA0620_MARKER: N = NAIL
 RA0620_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RA0620_SP_SET: PINE TREE
 RA0620_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RA0620
 RA0620  HISTORY     - Date     Condition        Report By
 RA0620  HISTORY     - UNK      MONUMENTED       USFS
 RA0620  HISTORY     - 1945     GOOD             NGS
 RA0620
 RA0620                          STATION DESCRIPTION
 RA0620
 RA0620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 RA0620'0.4 MI NW FROM FLORA.
 RA0620'0.4 MILE NORTHWEST OF THE FLORA POST OFFICE, ALONG THE TROY-FLORA
 RA0620'ROAD, 24.4 FEET SOUTHEAST OF 4332 U.S.G.S. 14 FEET EAST OF A RAIL
 RA0620'FENCE.  A NAIL IN THE WEST BASE OF A 20 INCH PINE TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0619 ***********************************************************************
 RA0619  DESIGNATION -  4332
 RA0619  PID         -  RA0619
 RA0619  STATE/COUNTY-  OR/WALLOWA
 RA0619  USGS QUAD   -  FLORA (1967)
 RA0619
 RA0619                         *CURRENT SURVEY CONTROL
 RA0619  ___________________________________________________________________
 RA0619* NAD 83(1986)-  45 54 18.     (N)    117 18 41.     (W)     SCALED    
 RA0619* NAVD 88     -      1321.194  (meters)    4334.62   (feet)  ADJUSTED  
 RA0619  ___________________________________________________________________
 RA0619  GEOID HEIGHT-         -17.19  (meters)                     GEOID03
 RA0619  DYNAMIC HT  -        1320.865 (meters)    4333.54  (feet)  COMP
 RA0619  MODELED GRAV-     980,319.7   (mgal)                       NAVD 88
 RA0619
 RA0619  VERT ORDER  -  SECOND    CLASS 0
 RA0619
 RA0619.The horizontal coordinates were scaled from a topographic map and have
 RA0619.an estimated accuracy of +/- 6 seconds.
 RA0619
 RA0619.The orthometric height was determined by differential leveling
 RA0619.and adjusted in June 1991.
 RA0619
 RA0619.The geoid height was determined by GEOID03.
 RA0619
 RA0619.The dynamic height is computed by dividing the NAVD 88
 RA0619.geopotential number by the normal gravity value computed on the
 RA0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0619.degrees latitude (g = 980.6199 gals.).
 RA0619
 RA0619.The modeled gravity was interpolated from observed gravity values.
 RA0619
 RA0619;                    North         East    Units  Estimated Accuracy
 RA0619;SPC OR N     -   253,620.    2,747,350.      MT  (+/- 180 meters Scaled)
 RA0619
 RA0619                          SUPERSEDED SURVEY CONTROL
 RA0619
 RA0619  NGVD 29 (??/??/92) 1320.043  (m)         4330.84   (f) ADJ UNCH    2 0
 RA0619
 RA0619.Superseded values are not recommended for survey control.
 RA0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0619.See file dsdata.txt to determine how the superseded data were derived.
 RA0619
 RA0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML758835(NAD 83)
 RA0619_MARKER: N = NAIL
 RA0619_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RA0619_SP_SET: PINE TREE
 RA0619_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RA0619
 RA0619  HISTORY     - Date     Condition        Report By
 RA0619  HISTORY     - UNK      MONUMENTED       USGS
 RA0619  HISTORY     - 1945     GOOD             NGS
 RA0619
 RA0619                          STATION DESCRIPTION
 RA0619
 RA0619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 RA0619'0.4 MI NW FROM FLORA.
 RA0619'0.4 MILE NORTHWEST OF THE FLORA POST OFFICE, ALONG THE TROY-FLORA
 RA0619'ROAD, 44 FEET SOUTHEAST OF THE INTERSECTION OF THE ROADS AT THE GRAVE
 RA0619'YARD, 10 FEET NORTH OF THE CORNER OF A RAIL FENCE.  A COPPER NAIL AND
 RA0619'WASHER IN THE WEST BASE OF A 36 INCH PINE TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0323 ***********************************************************************
 NZ0323  DESIGNATION -  4333.1
 NZ0323  PID         -  NZ0323
 NZ0323  STATE/COUNTY-  OR/DOUGLAS
 NZ0323  USGS QUAD   -  RAGSDALE BUTTE (1989)
 NZ0323
 NZ0323                         *CURRENT SURVEY CONTROL
 NZ0323  ___________________________________________________________________
 NZ0323* NAD 83(1986)-  42 52 05.     (N)    122 48 17.     (W)     SCALED    
 NZ0323* NAVD 88     -      1321.816  (meters)    4336.66   (feet)  ADJUSTED  
 NZ0323  ___________________________________________________________________
 NZ0323  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 NZ0323  DYNAMIC HT  -        1321.337 (meters)    4335.09  (feet)  COMP
 NZ0323  MODELED GRAV-     980,208.8   (mgal)                       NAVD 88
 NZ0323
 NZ0323  VERT ORDER  -  SECOND    CLASS 0
 NZ0323
 NZ0323.The horizontal coordinates were scaled from a topographic map and have
 NZ0323.an estimated accuracy of +/- 6 seconds.
 NZ0323
 NZ0323.The orthometric height was determined by differential leveling
 NZ0323.and adjusted in June 1991.
 NZ0323
 NZ0323.The geoid height was determined by GEOID03.
 NZ0323
 NZ0323.The dynamic height is computed by dividing the NAVD 88
 NZ0323.geopotential number by the normal gravity value computed on the
 NZ0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0323.degrees latitude (g = 980.6199 gals.).
 NZ0323
 NZ0323.The modeled gravity was interpolated from observed gravity values.
 NZ0323
 NZ0323;                    North         East    Units  Estimated Accuracy
 NZ0323;SPC OR S     -   136,040.    1,311,710.      MT  (+/- 180 meters Scaled)
 NZ0323
 NZ0323                          SUPERSEDED SURVEY CONTROL
 NZ0323
 NZ0323  NGVD 29 (??/??/92) 1320.806  (m)         4333.34   (f) ADJ UNCH    2 0
 NZ0323
 NZ0323.Superseded values are not recommended for survey control.
 NZ0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0323.See file dsdata.txt to determine how the superseded data were derived.
 NZ0323
 NZ0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN159461(NAD 83)
 NZ0323_MARKER: N = NAIL
 NZ0323_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NZ0323_SP_SET: FIR TREE
 NZ0323_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0323
 NZ0323  HISTORY     - Date     Condition        Report By
 NZ0323  HISTORY     - UNK      MONUMENTED       USGS
 NZ0323  HISTORY     - 1969     GOOD             NGS
 NZ0323
 NZ0323                          STATION DESCRIPTION
 NZ0323
 NZ0323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 NZ0323'10.1 MI E FROM DREW.
 NZ0323'0.7 MILE NORTHWEST ALONG STATE HIGHWAY 227 FROM THE DREW POST OFFICE
 NZ0323'TO THE DEVILS KNOB ROAD, THENCE EASTERLY ALONG THE DEVILS KNOB ROAD
 NZ0323'FOR 5.3 MILES TO THE REMAINS OF THE SUMMIT GUARD STATION, CONTINUE
 NZ0323'EASTERLY ALONG DEVILS KNOB ROAD, (FOREST SERVICE ROAD 301), FOR 4.1
 NZ0323'MILES TO THE BENCH MARK ON THE RIGHT, 50 FEET WEST OF THE JUNCTION OF
 NZ0323'FOREST SERVICE ROADS 300N AND 301, 14 FEET SOUTH OF THE CENTER OF THE
 NZ0323'ROAD AND 2 FEET HIGHER THAN THE ROAD SET IN THE SOUTH BASE OF A
 NZ0323'2.5-FOOT FIR TREE WITH A WITNESS SIGN NAILED ON IT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0197 ***********************************************************************
 QD0197  DESIGNATION -  4337.3
 QD0197  PID         -  QD0197
 QD0197  STATE/COUNTY-  OR/CROOK
 QD0197  USGS QUAD   -  KEYS CREEK (1992)
 QD0197
 QD0197                         *CURRENT SURVEY CONTROL
 QD0197  ___________________________________________________________________
 QD0197* NAD 83(1986)-  44 19 28.     (N)    120 04 23.     (W)     SCALED    
 QD0197* NAVD 88     -      1323.234  (meters)    4341.31   (feet)  ADJUSTED  
 QD0197  ___________________________________________________________________
 QD0197  GEOID HEIGHT-         -19.03  (meters)                     GEOID03
 QD0197  DYNAMIC HT  -        1322.700 (meters)    4339.56  (feet)  COMP
 QD0197  MODELED GRAV-     980,167.5   (mgal)                       NAVD 88
 QD0197
 QD0197  VERT ORDER  -  SECOND    CLASS 0
 QD0197
 QD0197.The horizontal coordinates were scaled from a topographic map and have
 QD0197.an estimated accuracy of +/- 6 seconds.
 QD0197
 QD0197.The orthometric height was determined by differential leveling
 QD0197.and adjusted in June 1991.
 QD0197
 QD0197.The geoid height was determined by GEOID03.
 QD0197
 QD0197.The dynamic height is computed by dividing the NAVD 88
 QD0197.geopotential number by the normal gravity value computed on the
 QD0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0197.degrees latitude (g = 980.6199 gals.).
 QD0197
 QD0197.The modeled gravity was interpolated from observed gravity values.
 QD0197
 QD0197;                    North         East    Units  Estimated Accuracy
 QD0197;SPC OR S     -   295,340.    1,534,060.      MT  (+/- 180 meters Scaled)
 QD0197
 QD0197                          SUPERSEDED SURVEY CONTROL
 QD0197
 QD0197  NGVD 29 (??/??/92) 1322.020  (m)         4337.33   (f) ADJ UNCH    2 0
 QD0197
 QD0197.Superseded values are not recommended for survey control.
 QD0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0197.See file dsdata.txt to determine how the superseded data were derived.
 QD0197
 QD0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGQ333120(NAD 83)
 QD0197_MARKER: N = NAIL
 QD0197_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QD0197_SP_SET: TREE
 QD0197_STAMPING: 4337.3
 QD0197_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0197
 QD0197  HISTORY     - Date     Condition        Report By
 QD0197  HISTORY     - UNK      MONUMENTED       USGS
 QD0197  HISTORY     - 1949     GOOD             NGS
 QD0197
 QD0197                          STATION DESCRIPTION
 QD0197
 QD0197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 QD0197'4.4 MI SE FROM COLD SPRINGS G S.
 QD0197'4.4 MILES SOUTHEAST ALONG A FOREST SERVICE ROAD FROM COLD SPRINGS
 QD0197'GUARD STATION, AT A POINT WHERE THE ROAD CROSSES DEEP CREEK, 42 1/2
 QD0197'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 37 FEET NORTHWEST OF
 QD0197'THE NORTHWEST BANK OF THE CREEK, AND DRIVEN IN THE SOUTHWEST BASE OF A
 QD0197'50-INCH PINE TREE BEARING AN ALUMINUM PLATE STAMPED 4337.3.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0621 ***********************************************************************
 RA0621  DESIGNATION -  4338
 RA0621  PID         -  RA0621
 RA0621  STATE/COUNTY-  OR/WALLOWA
 RA0621  USGS QUAD   -  FLORA (1967)
 RA0621
 RA0621                         *CURRENT SURVEY CONTROL
 RA0621  ___________________________________________________________________
 RA0621* NAD 83(1986)-  45 53 57.     (N)    117 18 42.     (W)     SCALED    
 RA0621* NAVD 88     -      1323.379  (meters)    4341.79   (feet)  ADJUSTED  
 RA0621  ___________________________________________________________________
 RA0621  GEOID HEIGHT-         -17.18  (meters)                     GEOID03
 RA0621  DYNAMIC HT  -        1323.045 (meters)    4340.69  (feet)  COMP
 RA0621  MODELED GRAV-     980,316.7   (mgal)                       NAVD 88
 RA0621
 RA0621  VERT ORDER  -  SECOND    CLASS 0
 RA0621
 RA0621.The horizontal coordinates were scaled from a topographic map and have
 RA0621.an estimated accuracy of +/- 6 seconds.
 RA0621
 RA0621.The orthometric height was determined by differential leveling
 RA0621.and adjusted in June 1991.
 RA0621
 RA0621.The geoid height was determined by GEOID03.
 RA0621
 RA0621.The dynamic height is computed by dividing the NAVD 88
 RA0621.geopotential number by the normal gravity value computed on the
 RA0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0621.degrees latitude (g = 980.6199 gals.).
 RA0621
 RA0621.The modeled gravity was interpolated from observed gravity values.
 RA0621
 RA0621;                    North         East    Units  Estimated Accuracy
 RA0621;SPC OR N     -   252,970.    2,747,360.      MT  (+/- 180 meters Scaled)
 RA0621
 RA0621                          SUPERSEDED SURVEY CONTROL
 RA0621
 RA0621  NGVD 29 (??/??/92) 1322.225  (m)         4338.00   (f) ADJ UNCH    2 0
 RA0621
 RA0621.Superseded values are not recommended for survey control.
 RA0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0621.See file dsdata.txt to determine how the superseded data were derived.
 RA0621
 RA0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML758828(NAD 83)
 RA0621_MARKER: DD = SURVEY DISK
 RA0621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RA0621_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RA0621_STAMPING: 4338 1935
 RA0621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0621+STABILITY: SURFACE MOTION
 RA0621
 RA0621  HISTORY     - Date     Condition        Report By
 RA0621  HISTORY     - 1935     MONUMENTED       USFS
 RA0621  HISTORY     - 1945     GOOD             NGS
 RA0621  HISTORY     - 1967     MARK NOT FOUND   NGS
 RA0621
 RA0621                          STATION DESCRIPTION
 RA0621
 RA0621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 RA0621'IN FLORA.
 RA0621'48 FEET WEST OF THE CENTER LINE OF THE MAIN INTERSECTION AT FLORA, 2
 RA0621'FEET NORTHWEST OF A MARKED TELEPHONE POLE, AND 1 FOOT EAST OF THE
 RA0621'FENCE CORNER.  A BRONZE DISK, SET IN THE TOP OF A CONCRETE POST FLUSH
 RA0621'WITH THE GROUND.  NOTE-- A CHUTE FOR LOADING CATTLE HAS BEEN BUILT IN
 RA0621'THE LOADING OF THE BENCH MARK.
 RA0621
 RA0621                          STATION RECOVERY (1967)
 RA0621
 RA0621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 RA0621'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0200 ***********************************************************************
 PB0200  DESIGNATION -  4343
 PB0200  PID         -  PB0200
 PB0200  STATE/COUNTY-  OR/KLAMATH
 PB0200  USGS QUAD   -  MOFFITT BUTTE (1981)
 PB0200
 PB0200                         *CURRENT SURVEY CONTROL
 PB0200  ___________________________________________________________________
 PB0200* NAD 83(1986)-  43 31 26.     (N)    121 27 27.     (W)     SCALED    
 PB0200* NAVD 88     -      1325.103  (meters)    4347.44   (feet)  ADJUSTED  
 PB0200  ___________________________________________________________________
 PB0200  GEOID HEIGHT-         -20.98  (meters)                     GEOID03
 PB0200  DYNAMIC HT  -        1324.440 (meters)    4345.27  (feet)  COMP
 PB0200  MODELED GRAV-     980,073.0   (mgal)                       NAVD 88
 PB0200
 PB0200  VERT ORDER  -  SECOND    CLASS 0
 PB0200
 PB0200.The horizontal coordinates were scaled from a topographic map and have
 PB0200.an estimated accuracy of +/- 6 seconds.
 PB0200
 PB0200.The orthometric height was determined by differential leveling
 PB0200.and adjusted in June 1991.
 PB0200
 PB0200.The geoid height was determined by GEOID03.
 PB0200
 PB0200.The dynamic height is computed by dividing the NAVD 88
 PB0200.geopotential number by the normal gravity value computed on the
 PB0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0200.degrees latitude (g = 980.6199 gals.).
 PB0200
 PB0200.The modeled gravity was interpolated from observed gravity values.
 PB0200
 PB0200;                    North         East    Units  Estimated Accuracy
 PB0200;SPC OR S     -   206,750.    1,422,600.      MT  (+/- 180 meters Scaled)
 PB0200
 PB0200                          SUPERSEDED SURVEY CONTROL
 PB0200
 PB0200  NGVD 29 (??/??/92) 1323.857  (m)         4343.35   (f) ADJ UNCH    2 0
 PB0200
 PB0200.Superseded values are not recommended for survey control.
 PB0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0200.See file dsdata.txt to determine how the superseded data were derived.
 PB0200
 PB0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP246201(NAD 83)
 PB0200_MARKER: DD = SURVEY DISK
 PB0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0200_STAMPING: 4343
 PB0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0200+STABILITY: SURFACE MOTION
 PB0200
 PB0200  HISTORY     - Date     Condition        Report By
 PB0200  HISTORY     - UNK      MONUMENTED       ORDT
 PB0200  HISTORY     - 1931     GOOD             NGS
 PB0200
 PB0200                          STATION DESCRIPTION
 PB0200
 PB0200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 PB0200'9.3 MI SE FROM CAL-DALLES AND FREMONT JCT.
 PB0200'9.3 MILES SOUTHEAST OF THE HIGHWAY JUNCTION 30 FEET SOUTHWEST OF THE
 PB0200'CENTERLINE OF THE FREMONT HIGHWAY, ABOUT 200 FEET NORTH OF TOP OF
 PB0200'SMALL RISE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0506 ***********************************************************************
 PA0506  DESIGNATION -  4353=4345
 PA0506  PID         -  PA0506
 PA0506  STATE/COUNTY-  OR/HARNEY
 PA0506  USGS QUAD   -  CAMP CURREY SPRING (1992)
 PA0506
 PA0506                         *CURRENT SURVEY CONTROL
 PA0506  ___________________________________________________________________
 PA0506* NAD 83(1986)-  43 38 17.     (N)    119 39 29.     (W)     SCALED    
 PA0506* NAVD 88     -      1328.058  (meters)    4357.14   (feet)  ADJUSTED  
 PA0506  ___________________________________________________________________
 PA0506  GEOID HEIGHT-         -19.27  (meters)                     GEOID03
 PA0506  DYNAMIC HT  -        1327.410 (meters)    4355.01  (feet)  COMP
 PA0506  MODELED GRAV-     980,085.2   (mgal)                       NAVD 88
 PA0506
 PA0506  VERT ORDER  -  FIRST     CLASS II
 PA0506
 PA0506.The horizontal coordinates were scaled from a topographic map and have
 PA0506.an estimated accuracy of +/- 6 seconds.
 PA0506
 PA0506.The orthometric height was determined by differential leveling
 PA0506.and adjusted in June 1991.
 PA0506
 PA0506.The geoid height was determined by GEOID03.
 PA0506
 PA0506.The dynamic height is computed by dividing the NAVD 88
 PA0506.geopotential number by the normal gravity value computed on the
 PA0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0506.degrees latitude (g = 980.6199 gals.).
 PA0506
 PA0506.The modeled gravity was interpolated from observed gravity values.
 PA0506
 PA0506;                    North         East    Units  Estimated Accuracy
 PA0506;SPC OR S     -   219,330.    1,567,930.      MT  (+/- 180 meters Scaled)
 PA0506
 PA0506                          SUPERSEDED SURVEY CONTROL
 PA0506
 PA0506  NGVD 29 (??/??/92) 1326.836  (m)         4353.13   (f) ADJ UNCH    1 2
 PA0506
 PA0506.Superseded values are not recommended for survey control.
 PA0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0506.See file dsdata.txt to determine how the superseded data were derived.
 PA0506
 PA0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKJ855351(NAD 83)
 PA0506_MARKER: P = PIPE CAP
 PA0506_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PA0506_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PA0506_STAMPING: 4353.390 H 1903
 PA0506_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PA0506
 PA0506  HISTORY     - Date     Condition        Report By
 PA0506  HISTORY     - 1903     MONUMENTED       USGS
 PA0506  HISTORY     - 1935     GOOD             NGS
 PA0506
 PA0506                          STATION DESCRIPTION
 PA0506
 PA0506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PA0506'4.0 MI NW FROM SUNTEX.
 PA0506'4.0 MILES NORTHWEST ALONG THE ROAD OVER BUCK MOUNTAIN (1935) FROM
 PA0506'SUNTEX, HARNEY COUNTY AND THENCE 1/2 MILE EAST TO THE CECIL RANCH,
 PA0506'ABOUT 400 FEET NORTHWEST OF THE HOUSE AND IN LINE WITH THE SOUTHWEST
 PA0506'FACE, ABOUT 450 FEET SOUTHEAST OF A SPRING, 102 FEET NORTH OF A 12
 PA0506'INCH JUNIPER TREE, 67 FEET NORTH OF A GATE, AT THE NORTH EDGE OF THE
 PA0506'TRACE OF THE OLD ROAD.  A UNITED STATES GEOLOGICAL SURVEY CAP STAMPED
 PA0506'4353.390 H 1903 AND RIVETED TO A 3 1/2 INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0354 ***********************************************************************
 PB0354  DESIGNATION -  4354
 PB0354  PID         -  PB0354
 PB0354  STATE/COUNTY-  OR/KLAMATH
 PB0354  USGS QUAD   -  CRYDER BUTTE (1981)
 PB0354
 PB0354                         *CURRENT SURVEY CONTROL
 PB0354  ___________________________________________________________________
 PB0354* NAD 83(1986)-  43 31 21.     (N)    121 38 42.     (W)     SCALED    
 PB0354* NAVD 88     -      1328.42   (+/-2cm)    4358.3    (feet)  VERTCON   
 PB0354  ___________________________________________________________________
 PB0354  GEOID HEIGHT-         -21.11  (meters)                     GEOID03
 PB0354  VERT ORDER  -  ? (See Below)
 PB0354
 PB0354.The horizontal coordinates were scaled from a topographic map and have
 PB0354.an estimated accuracy of +/- 6 seconds.
 PB0354
 PB0354.The NAVD 88 height was computed by applying the VERTCON shift value to
 PB0354.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PB0354.The vertical order pertains to the NGVD 29 superseded value.
 PB0354
 PB0354.The geoid height was determined by GEOID03.
 PB0354
 PB0354;                    North         East    Units  Estimated Accuracy
 PB0354;SPC OR S     -   206,790.    1,407,440.      MT  (+/- 180 meters Scaled)
 PB0354
 PB0354                          SUPERSEDED SURVEY CONTROL
 PB0354
 PB0354  NGVD 29 (??/??/92) 1327.176  (m)         4354.24   (f) ADJ UNCH    ?  
 PB0354
 PB0354.Superseded values are not recommended for survey control.
 PB0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0354.See file dsdata.txt to determine how the superseded data were derived.
 PB0354
 PB0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP095197(NAD 83)
 PB0354_MARKER: N = NAIL
 PB0354_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PB0354_SP_SET: LODGEPOLE PINE
 PB0354_STAMPING: 4354.6 U.S.B.M.
 PB0354_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PB0354
 PB0354  HISTORY     - Date     Condition        Report By
 PB0354  HISTORY     - UNK      MONUMENTED       ORDT
 PB0354  HISTORY     - 1934     GOOD             NGS
 PB0354
 PB0354                          STATION DESCRIPTION
 PB0354
 PB0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PB0354'5.0 MI NE FROM CRESCENT.
 PB0354'5.0 MILES NORTHEAST ALONG THE DALLES - CALIFORNIA HIGHWAY FROM
 PB0354'CRESCENT, KLAMATH COUNTY, AT MILEAGE 184.2, AT A LONG CURVE NEAR THE
 PB0354'BOTTOM OF A SMALL HILL ASCENDING TO THE NORTH, 54 FEET SOUTHEAST OF
 PB0354'THE HIGHWAY CENTERLINE, A 12 INCH LODGEPOLE PINE WITH A BLAZE SCRIBED
 PB0354'4354.6 U.S.B.M. 1 FOOT BELOW THE BLAZE, THE HEAD OF A NAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0042 ***********************************************************************
 NY0042  DESIGNATION -  4355
 NY0042  PID         -  NY0042
 NY0042  STATE/COUNTY-  OR/LAKE
 NY0042  USGS QUAD   -  PAISLEY (1980)
 NY0042
 NY0042                         *CURRENT SURVEY CONTROL
 NY0042  ___________________________________________________________________
 NY0042* NAD 83(1986)-  42 39 27.     (N)    120 31 24.     (W)     SCALED    
 NY0042* NAVD 88     -      1328.325  (meters)    4358.01   (feet)  ADJUSTED  
 NY0042  ___________________________________________________________________
 NY0042  GEOID HEIGHT-         -20.66  (meters)                     GEOID03
 NY0042  DYNAMIC HT  -        1327.553 (meters)    4355.48  (feet)  COMP
 NY0042  MODELED GRAV-     979,993.9   (mgal)                       NAVD 88
 NY0042
 NY0042  VERT ORDER  -  SECOND    CLASS 0
 NY0042
 NY0042.The horizontal coordinates were scaled from a topographic map and have
 NY0042.an estimated accuracy of +/- 6 seconds.
 NY0042
 NY0042.The orthometric height was determined by differential leveling
 NY0042.and adjusted in June 1991.
 NY0042
 NY0042.The geoid height was determined by GEOID03.
 NY0042
 NY0042.The dynamic height is computed by dividing the NAVD 88
 NY0042.geopotential number by the normal gravity value computed on the
 NY0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0042.degrees latitude (g = 980.6199 gals.).
 NY0042
 NY0042.The modeled gravity was interpolated from observed gravity values.
 NY0042
 NY0042;                    North         East    Units  Estimated Accuracy
 NY0042;SPC OR S     -   110,070.    1,498,090.      MT  (+/- 180 meters Scaled)
 NY0042
 NY0042                          SUPERSEDED SURVEY CONTROL
 NY0042
 NY0042  NGVD 29 (??/??/92) 1327.144  (m)         4354.14   (f) ADJ UNCH    2 0
 NY0042
 NY0042.Superseded values are not recommended for survey control.
 NY0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0042.See file dsdata.txt to determine how the superseded data were derived.
 NY0042
 NY0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGN029257(NAD 83)
 NY0042_MARKER: DD = SURVEY DISK
 NY0042_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NY0042_SP_SET: BRIDGE
 NY0042_STAMPING: 4355 1929
 NY0042_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NY0042_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NY0042+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2007
 NY0042
 NY0042  HISTORY     - Date     Condition        Report By
 NY0042  HISTORY     - 1929     MONUMENTED       ORDT
 NY0042  HISTORY     - 20070630 GOOD             INDIV
 NY0042
 NY0042                          STATION DESCRIPTION
 NY0042
 NY0042'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1929
 NY0042'3.2 MI S FROM PAISLEY.
 NY0042'ABOUT 3.2 MILES SOUTH ALONG THE FREMONT HIGHWAY (OREGON 31) FROM
 NY0042'PAISLEY, LAKE COUNTY, AT A CONCRETE BRIDGE OVER AN IRRIGATION CANAL,
 NY0042'AND IN THE NORTH END OF THE EAST RAILING.  AN OREGON STATE HIGHWAY
 NY0042'DEPARTMENT STANDARD DISK.  STAMPED 4355 1929.
 NY0042
 NY0042                          STATION RECOVERY (2007)
 NY0042
 NY0042'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (DWM)
 NY0042'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0203 ***********************************************************************
 NY0203  DESIGNATION -  4362
 NY0203  PID         -  NY0203
 NY0203  STATE/COUNTY-  OR/LAKE
 NY0203  USGS QUAD   -  PAISLEY (1980)
 NY0203
 NY0203                         *CURRENT SURVEY CONTROL
 NY0203  ___________________________________________________________________
 NY0203* NAD 83(1986)-  42 41 36.     (N)    120 32 34.     (W)     SCALED    
 NY0203* NAVD 88     -      1330.66   (+/-2cm)    4365.7    (feet)  VERTCON   
 NY0203  ___________________________________________________________________
 NY0203  GEOID HEIGHT-         -20.70  (meters)                     GEOID03
 NY0203  VERT ORDER  -  THIRD (See Below)
 NY0203
 NY0203.The horizontal coordinates were scaled from a topographic map and have
 NY0203.an estimated accuracy of +/- 6 seconds.
 NY0203
 NY0203.The NAVD 88 height was computed by applying the VERTCON shift value to
 NY0203.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NY0203.The vertical order pertains to the NGVD 29 superseded value.
 NY0203
 NY0203.The geoid height was determined by GEOID03.
 NY0203
 NY0203;                    North         East    Units  Estimated Accuracy
 NY0203;SPC OR S     -   114,050.    1,496,500.      MT  (+/- 180 meters Scaled)
 NY0203
 NY0203                          SUPERSEDED SURVEY CONTROL
 NY0203
 NY0203  NGVD 29 (??/??/??) 1329.47   (m)         4361.8    (f) RESET       3  
 NY0203
 NY0203.Superseded values are not recommended for survey control.
 NY0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0203.See file dsdata.txt to determine how the superseded data were derived.
 NY0203
 NY0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGN012296(NAD 83)
 NY0203_MARKER: Q = CHISELED SQUARE
 NY0203_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NY0203_SP_SET: STEP
 NY0203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NY0203
 NY0203  HISTORY     - Date     Condition        Report By
 NY0203  HISTORY     - UNK      MONUMENTED       ORGS
 NY0203  HISTORY     - 1939     GOOD             NGS
 NY0203  HISTORY     - 1964     MARK NOT FOUND   NGS
 NY0203  HISTORY     - 19860916 MARK NOT FOUND   USPSQD
 NY0203
 NY0203                          STATION DESCRIPTION
 NY0203
 NY0203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 NY0203'IN PAISLEY.
 NY0203'AT PAISLEY, LAKE COUNTY, AT THE SOUTH ENTRANCE TO THE PAISLEY PUBLIC
 NY0203'SCHOOL, AND ON THE WEST END OF THE TOP STEP.  A CHISELED SQUARE.
 NY0203
 NY0203                          STATION RECOVERY (1964)
 NY0203
 NY0203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 NY0203'MARK NOT FOUND.
 NY0203
 NY0203                          STATION RECOVERY (1986)
 NY0203
 NY0203'RECOVERY NOTE BY US POWER SQUADRON 1986 (RCC)
 NY0203'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0202 ***********************************************************************
 NY0202  DESIGNATION -  4369
 NY0202  PID         -  NY0202
 NY0202  STATE/COUNTY-  OR/LAKE
 NY0202  USGS QUAD   -  PAISLEY (1980)
 NY0202
 NY0202                         *CURRENT SURVEY CONTROL
 NY0202  ___________________________________________________________________
 NY0202* NAD 83(1986)-  42 41 39.     (N)    120 32 45.     (W)     SCALED    
 NY0202* NAVD 88     -      1332.68   (+/-2cm)    4372.3    (feet)  VERTCON   
 NY0202  ___________________________________________________________________
 NY0202  GEOID HEIGHT-         -20.70  (meters)                     GEOID03
 NY0202  VERT ORDER  -  THIRD (See Below)
 NY0202
 NY0202.The horizontal coordinates were scaled from a topographic map and have
 NY0202.an estimated accuracy of +/- 6 seconds.
 NY0202
 NY0202.The NAVD 88 height was computed by applying the VERTCON shift value to
 NY0202.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NY0202.The vertical order pertains to the NGVD 29 superseded value.
 NY0202
 NY0202.The geoid height was determined by GEOID03.
 NY0202
 NY0202;                    North         East    Units  Estimated Accuracy
 NY0202;SPC OR S     -   114,140.    1,496,240.      MT  (+/- 180 meters Scaled)
 NY0202
 NY0202                          SUPERSEDED SURVEY CONTROL
 NY0202
 NY0202  NGVD 29 (??/??/??) 1331.48   (m)         4368.4    (f) RESET       3  
 NY0202
 NY0202.Superseded values are not recommended for survey control.
 NY0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0202.See file dsdata.txt to determine how the superseded data were derived.
 NY0202
 NY0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGN010297(NAD 83)
 NY0202_MARKER: Q = CHISELED SQUARE
 NY0202_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NY0202_SP_SET: CULVERT
 NY0202_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NY0202
 NY0202  HISTORY     - Date     Condition        Report By
 NY0202  HISTORY     - UNK      MONUMENTED       ORGS
 NY0202  HISTORY     - 1939     GOOD             NGS
 NY0202  HISTORY     - 1964     MARK NOT FOUND   NGS
 NY0202  HISTORY     - 19860916 MARK NOT FOUND   USPSQD
 NY0202
 NY0202                          STATION DESCRIPTION
 NY0202
 NY0202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 NY0202'IN PAISLEY.
 NY0202'AT PAISLEY, LAKE COUNTY, ON THE WEST SIDE OF MAIN STREET, 45 FEET
 NY0202'SOUTH OF THE SOUTH FACE OF THE DUNN CHEVROLET CO. GARAGE, AT THE
 NY0202'NORTHWEST CORNER OF A CONCRETE CULVERT, AND ON THE TOP OF THE HEAD
 NY0202'WALL.  A CHISELED SQUARE.
 NY0202
 NY0202                          STATION RECOVERY (1964)
 NY0202
 NY0202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 NY0202'MARK NOT FOUND.
 NY0202
 NY0202                          STATION RECOVERY (1986)
 NY0202
 NY0202'RECOVERY NOTE BY US POWER SQUADRON 1986 (RCC)
 NY0202'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0201 ***********************************************************************
 NY0201  DESIGNATION -  4371
 NY0201  PID         -  NY0201
 NY0201  STATE/COUNTY-  OR/LAKE
 NY0201  USGS QUAD   -  PAISLEY (1980)
 NY0201
 NY0201                         *CURRENT SURVEY CONTROL
 NY0201  ___________________________________________________________________
 NY0201* NAD 83(1986)-  42 41 44.     (N)    120 32 45.     (W)     SCALED    
 NY0201* NAVD 88     -      1333.145  (meters)    4373.83   (feet)  ADJUSTED  
 NY0201  ___________________________________________________________________
 NY0201  GEOID HEIGHT-         -20.71  (meters)                     GEOID03
 NY0201  DYNAMIC HT  -        1332.362 (meters)    4371.26  (feet)  COMP
 NY0201  MODELED GRAV-     979,987.5   (mgal)                       NAVD 88
 NY0201
 NY0201  VERT ORDER  -  SECOND    CLASS 0
 NY0201
 NY0201.The horizontal coordinates were scaled from a topographic map and have
 NY0201.an estimated accuracy of +/- 6 seconds.
 NY0201
 NY0201.The orthometric height was determined by differential leveling
 NY0201.and adjusted in June 1991.
 NY0201
 NY0201.The geoid height was determined by GEOID03.
 NY0201
 NY0201.The dynamic height is computed by dividing the NAVD 88
 NY0201.geopotential number by the normal gravity value computed on the
 NY0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0201.degrees latitude (g = 980.6199 gals.).
 NY0201
 NY0201.The modeled gravity was interpolated from observed gravity values.
 NY0201
 NY0201;                    North         East    Units  Estimated Accuracy
 NY0201;SPC OR S     -   114,290.    1,496,250.      MT  (+/- 180 meters Scaled)
 NY0201
 NY0201                          SUPERSEDED SURVEY CONTROL
 NY0201
 NY0201  NGVD 29 (??/??/92) 1331.948  (m)         4369.90   (f) ADJ UNCH    2 0
 NY0201
 NY0201.Superseded values are not recommended for survey control.
 NY0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0201.See file dsdata.txt to determine how the superseded data were derived.
 NY0201
 NY0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGN010299(NAD 83)
 NY0201_MARKER: DD = SURVEY DISK
 NY0201_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NY0201_SP_SET: BRIDGE
 NY0201_STAMPING: 4371 1929
 NY0201_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NY0201
 NY0201  HISTORY     - Date     Condition        Report By
 NY0201  HISTORY     - 1929     MONUMENTED       ORDT
 NY0201  HISTORY     - 1939     GOOD             NGS
 NY0201  HISTORY     - 19860916 MARK NOT FOUND   USPSQD
 NY0201
 NY0201                          STATION DESCRIPTION
 NY0201
 NY0201'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1929
 NY0201'IN PAISLEY.
 NY0201'AT THE NORTH EDGE OF PAISLEY, LAKE COUNTY, AT THE CHEWAUCAN RIVER
 NY0201'BRIDGE, AT THE SOUTHWEST CORNER OF THE BRIDGE, AND IN THE TOP OF THE
 NY0201'CURB.  AN OREGON STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED 4371
 NY0201'1929.
 NY0201
 NY0201                          STATION RECOVERY (1939)
 NY0201
 NY0201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939
 NY0201'RECOVERED IN GOOD CONDITION.
 NY0201
 NY0201                          STATION RECOVERY (1986)
 NY0201
 NY0201'RECOVERY NOTE BY US POWER SQUADRON 1986 (RCC)
 NY0201'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0044 ***********************************************************************
 NY0044  DESIGNATION -  4375
 NY0044  PID         -  NY0044
 NY0044  STATE/COUNTY-  OR/LAKE
 NY0044  USGS QUAD   -  TUCKER HILL (1966)
 NY0044
 NY0044                         *CURRENT SURVEY CONTROL
 NY0044  ___________________________________________________________________
 NY0044* NAD 83(1986)-  42 37 07.     (N)    120 29 56.     (W)     SCALED    
 NY0044* NAVD 88     -      1334.379  (meters)    4377.88   (feet)  ADJUSTED  
 NY0044  ___________________________________________________________________
 NY0044  GEOID HEIGHT-         -20.66  (meters)                     GEOID03
 NY0044  DYNAMIC HT  -        1333.595 (meters)    4375.30  (feet)  COMP
 NY0044  MODELED GRAV-     979,987.5   (mgal)                       NAVD 88
 NY0044
 NY0044  VERT ORDER  -  SECOND    CLASS 0
 NY0044
 NY0044.The horizontal coordinates were scaled from a topographic map and have
 NY0044.an estimated accuracy of +/- 6 seconds.
 NY0044
 NY0044.The orthometric height was determined by differential leveling
 NY0044.and adjusted in June 1991.
 NY0044
 NY0044.The geoid height was determined by GEOID03.
 NY0044
 NY0044.The dynamic height is computed by dividing the NAVD 88
 NY0044.geopotential number by the normal gravity value computed on the
 NY0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0044.degrees latitude (g = 980.6199 gals.).
 NY0044
 NY0044.The modeled gravity was interpolated from observed gravity values.
 NY0044
 NY0044;                    North         East    Units  Estimated Accuracy
 NY0044;SPC OR S     -   105,750.    1,500,090.      MT  (+/- 180 meters Scaled)
 NY0044
 NY0044                          SUPERSEDED SURVEY CONTROL
 NY0044
 NY0044  NGVD 29 (??/??/92) 1333.196  (m)         4373.99   (f) ADJ UNCH    2 0
 NY0044
 NY0044.Superseded values are not recommended for survey control.
 NY0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0044.See file dsdata.txt to determine how the superseded data were derived.
 NY0044
 NY0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGN051214(NAD 83)
 NY0044_MARKER: DD = SURVEY DISK
 NY0044_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NY0044_SP_SET: CULVERT
 NY0044_STAMPING: 4375 1929
 NY0044_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NY0044
 NY0044  HISTORY     - Date     Condition        Report By
 NY0044  HISTORY     - UNK      MONUMENTED       ORDT
 NY0044  HISTORY     - 1964     MARK NOT FOUND   NGS
 NY0044
 NY0044                          STATION DESCRIPTION
 NY0044
 NY0044'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION UNK
 NY0044'6.4 MI S FROM PAISLEY.
 NY0044'ABOUT 6.4 MILES SOUTH ALONG THE FREMONT HIGHWAY (OREGON 31) FROM
 NY0044'PAISLEY, LAKE COUNTY, AT A CONCRETE CULVERT, AND IN THE WEST END OF
 NY0044'THE SOUTH HEAD WALL.  AN OREGON STATE HIGHWAY DEPARTMENT STANDARD
 NY0044'DISK, STAMPED 4375 1929.
 NY0044
 NY0044                          STATION RECOVERY (1964)
 NY0044
 NY0044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 NY0044'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0221 ***********************************************************************
 PB0221  DESIGNATION -  4377=P 315
 PB0221  PID         -  PB0221
 PB0221  STATE/COUNTY-  OR/DESCHUTES
 PB0221  USGS QUAD   -  ANNS BUTTE (1981)
 PB0221
 PB0221                         *CURRENT SURVEY CONTROL
 PB0221  ___________________________________________________________________
 PB0221* NAD 83(1986)-  43 51 27.     (N)    121 24 29.     (W)     SCALED    
 PB0221* NAVD 88     -      1335.315  (meters)    4380.95   (feet)  ADJUSTED  
 PB0221  ___________________________________________________________________
 PB0221  GEOID HEIGHT-         -20.66  (meters)                     GEOID03
 PB0221  DYNAMIC HT  -        1334.711 (meters)    4378.96  (feet)  COMP
 PB0221  MODELED GRAV-     980,119.4   (mgal)                       NAVD 88
 PB0221
 PB0221  VERT ORDER  -  FIRST     CLASS II
 PB0221
 PB0221.The horizontal coordinates were scaled from a topographic map and have
 PB0221.an estimated accuracy of +/- 6 seconds.
 PB0221
 PB0221.The orthometric height was determined by differential leveling
 PB0221.and adjusted in June 1991.
 PB0221.WARNING-Repeat measurements at this control monument indicate possible
 PB0221.vertical movement.
 PB0221
 PB0221.The geoid height was determined by GEOID03.
 PB0221
 PB0221.The dynamic height is computed by dividing the NAVD 88
 PB0221.geopotential number by the normal gravity value computed on the
 PB0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0221.degrees latitude (g = 980.6199 gals.).
 PB0221
 PB0221.The modeled gravity was interpolated from observed gravity values.
 PB0221
 PB0221;                    North         East    Units  Estimated Accuracy
 PB0221;SPC OR S     -   243,770.    1,427,000.      MT  (+/- 180 meters Scaled)
 PB0221
 PB0221                          SUPERSEDED SURVEY CONTROL
 PB0221
 PB0221  NGVD 29 (??/??/92) 1334.086  (m)         4376.91   (f) ADJ UNCH    1 2
 PB0221
 PB0221.Superseded values are not recommended for survey control.
 PB0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0221.See file dsdata.txt to determine how the superseded data were derived.
 PB0221
 PB0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP279572(NAD 83)
 PB0221_MARKER: DD = SURVEY DISK
 PB0221_SETTING: 66 = SET IN ROCK OUTCROP
 PB0221_SP_SET: IN A DRILL HOLE IN BEDROCK
 PB0221_STAMPING: P 315 1929 4376.888
 PB0221_MARK LOGO: ORHD  
 PB0221_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PB0221+STABILITY: POSITION/ELEVATION WELL
 PB0221_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PB0221+SATELLITE: SATELLITE OBSERVATIONS - July 20, 1988
 PB0221
 PB0221  HISTORY     - Date     Condition        Report By
 PB0221  HISTORY     - 1929     MONUMENTED       ORDT
 PB0221  HISTORY     - 1931     GOOD             NGS
 PB0221  HISTORY     - 19880720 GOOD             NGS
 PB0221
 PB0221                          STATION DESCRIPTION
 PB0221
 PB0221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 PB0221'14.5 MI N FROM LAPINE.
 PB0221'14.5 MILES NORTH OF LAPINE ALONG THE HIGHWAY IN A ROCK OUTCROP ABOUT 8
 PB0221'FEET ABOVE ROAD LEVEL, 40 FEET EAST OF THE CENTERLINE OF THE
 PB0221'CALIFORNIA-THE DALLES HIGHWAY, 75 FEET NORTH OF ELK LAKE ROAD, 0.5
 PB0221'MILES NORTH OF M.P. 158.
 PB0221
 PB0221                          STATION RECOVERY (1988)
 PB0221
 PB0221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 PB0221'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  21.0 KM
 PB0221'(13.05 MI) NORTHERLY ALONG U.S. HIGHWAY 97 FROM THE POST OFFICE IN
 PB0221'LAPINE, THENCE 1.5 KM (0.95 MI) NORTHEAST ALONG THE OLD ABANDONED
 PB0221'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0438 ***********************************************************************
 QC0438  DESIGNATION -  4378.7
 QC0438  PID         -  QC0438
 QC0438  STATE/COUNTY-  OR/WHEELER
 QC0438  USGS QUAD   -  DERR MEADOWS (1992)
 QC0438
 QC0438                         *CURRENT SURVEY CONTROL
 QC0438  ___________________________________________________________________
 QC0438* NAD 83(1986)-  44 29 44.     (N)    119 56 48.     (W)     SCALED    
 QC0438* NAVD 88     -      1335.801  (meters)    4382.54   (feet)  ADJUSTED  
 QC0438  ___________________________________________________________________
 QC0438  GEOID HEIGHT-         -19.07  (meters)                     GEOID03
 QC0438  DYNAMIC HT  -        1335.275 (meters)    4380.81  (feet)  COMP
 QC0438  MODELED GRAV-     980,176.7   (mgal)                       NAVD 88
 QC0438
 QC0438  VERT ORDER  -  SECOND    CLASS 0
 QC0438
 QC0438.The horizontal coordinates were scaled from a topographic map and have
 QC0438.an estimated accuracy of +/- 6 seconds.
 QC0438
 QC0438.The orthometric height was determined by differential leveling
 QC0438.and adjusted in June 1991.
 QC0438
 QC0438.The geoid height was determined by GEOID03.
 QC0438
 QC0438.The dynamic height is computed by dividing the NAVD 88
 QC0438.geopotential number by the normal gravity value computed on the
 QC0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0438.degrees latitude (g = 980.6199 gals.).
 QC0438
 QC0438.The modeled gravity was interpolated from observed gravity values.
 QC0438
 QC0438;                    North         East    Units  Estimated Accuracy
 QC0438;SPC OR N     -    92,260.    2,544,010.      MT  (+/- 180 meters Scaled)
 QC0438
 QC0438                          SUPERSEDED SURVEY CONTROL
 QC0438
 QC0438  NGVD 29 (??/??/92) 1334.554  (m)         4378.45   (f) ADJ UNCH    2 0
 QC0438
 QC0438.Superseded values are not recommended for survey control.
 QC0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0438.See file dsdata.txt to determine how the superseded data were derived.
 QC0438
 QC0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKK657311(NAD 83)
 QC0438_MARKER: N = NAIL
 QC0438_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QC0438_SP_SET: PINE TREE
 QC0438_STAMPING: 4378.7
 QC0438_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QC0438
 QC0438  HISTORY     - Date     Condition        Report By
 QC0438  HISTORY     - UNK      MONUMENTED       USGS
 QC0438  HISTORY     - 1949     GOOD             NGS
 QC0438
 QC0438                          STATION DESCRIPTION
 QC0438
 QC0438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 QC0438'5.8 MI N FROM DERR G.S..
 QC0438'5.8 MILES NORTH ALONG A FOREST SERVICE ROAD FROM DERR GUARD STATION,
 QC0438'AT A Y JUNCTION WITH A ROAD LEADING WEST, 100 FEET NORTHWEST OF BM 26
 QC0438'KK, 40 FEET WEST OF THE CENTER LINE OF THE MAIN ROAD, 18 FEET SOUTH OF
 QC0438'THE CENTER LINE OF THE SIDE ROAD, AND DRIVEN IN THE WEST BASE OF A
 QC0438'40-INCH PINE TREE BEARING AN ALUMINUM PLATE STAMPED 4378.7.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0288 ***********************************************************************
 PC0288  DESIGNATION -  438 B
 PC0288  PID         -  PC0288
 PC0288  STATE/COUNTY-  OR/DOUGLAS
 PC0288  USGS QUAD   -  CURTIN (1987)
 PC0288
 PC0288                         *CURRENT SURVEY CONTROL
 PC0288  ___________________________________________________________________
 PC0288* NAD 83(1986)-  43 44 14.     (N)    123 11 28.     (W)     SCALED    
 PC0288* NAVD 88     -       134.835  (meters)     442.37   (feet)  ADJUSTED  
 PC0288  ___________________________________________________________________
 PC0288  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 PC0288  DYNAMIC HT  -         134.814 (meters)     442.30  (feet)  COMP
 PC0288  MODELED GRAV-     980,457.2   (mgal)                       NAVD 88
 PC0288
 PC0288  VERT ORDER  -  FIRST     CLASS II
 PC0288
 PC0288.The horizontal coordinates were scaled from a topographic map and have
 PC0288.an estimated accuracy of +/- 6 seconds.
 PC0288
 PC0288.The orthometric height was determined by differential leveling
 PC0288.and adjusted in June 1991.
 PC0288
 PC0288.The geoid height was determined by GEOID03.
 PC0288
 PC0288.The dynamic height is computed by dividing the NAVD 88
 PC0288.geopotential number by the normal gravity value computed on the
 PC0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0288.degrees latitude (g = 980.6199 gals.).
 PC0288
 PC0288.The modeled gravity was interpolated from observed gravity values.
 PC0288
 PC0288;                    North         East    Units  Estimated Accuracy
 PC0288;SPC OR S     -   233,490.    1,283,260.      MT  (+/- 180 meters Scaled)
 PC0288
 PC0288                          SUPERSEDED SURVEY CONTROL
 PC0288
 PC0288  NGVD 29 (??/??/92)  133.716  (m)          438.70   (f) ADJ UNCH    1 2
 PC0288
 PC0288.Superseded values are not recommended for survey control.
 PC0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0288.See file dsdata.txt to determine how the superseded data were derived.
 PC0288
 PC0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP846427(NAD 83)
 PC0288_MARKER: P = PIPE CAP
 PC0288_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PC0288_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PC0288_STAMPING: PRIM TRAV STA NO 4 438 B 1917
 PC0288_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PC0288
 PC0288  HISTORY     - Date     Condition        Report By
 PC0288  HISTORY     - 1917     MONUMENTED       USGS
 PC0288  HISTORY     - 1934     GOOD             NGS
 PC0288
 PC0288                          STATION DESCRIPTION
 PC0288
 PC0288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PC0288'0.3 MI SW FROM COMSTOCK.
 PC0288'ABOUT 0.3 MILE SOUTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM
 PC0288'COMSTOCK, DOUGLAS COUNTY, OPPOSITE PACIFIC HIGHWAY MILEAGE 161.1, 88
 PC0288'FEET SOUTHWEST OF A CONCRETE RAILROAD CULVERT, 31.7 FEET NORTHEAST OF
 PC0288'THE TRACK CENTERLINE, 2 FEET OUTSIDE THE RIGHT OF WAY FENCE.  A UNITED
 PC0288'STATES GEOLOGICAL SURVEY STANDARD CAP STAMPED PRIM TRAV STA NO 4 438 B
 PC0288'1917 AND RIVETED ON A 3 1/2 INCH IRON PIPE PROJECTING 12 INCHES ABOVE
 PC0288'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0625 ***********************************************************************
 RA0625  DESIGNATION -  4386
 RA0625  PID         -  RA0625
 RA0625  STATE/COUNTY-  OR/WALLOWA
 RA0625  USGS QUAD   -  FLORA (1967)
 RA0625
 RA0625                         *CURRENT SURVEY CONTROL
 RA0625  ___________________________________________________________________
 RA0625* NAD 83(1986)-  45 53 27.     (N)    117 16 42.     (W)     SCALED    
 RA0625* NAVD 88     -      1337.950  (meters)    4389.59   (feet)  ADJUSTED  
 RA0625  ___________________________________________________________________
 RA0625  GEOID HEIGHT-         -17.10  (meters)                     GEOID03
 RA0625  DYNAMIC HT  -        1337.607 (meters)    4388.47  (feet)  COMP
 RA0625  MODELED GRAV-     980,312.1   (mgal)                       NAVD 88
 RA0625
 RA0625  VERT ORDER  -  SECOND    CLASS 0
 RA0625
 RA0625.The horizontal coordinates were scaled from a topographic map and have
 RA0625.an estimated accuracy of +/- 6 seconds.
 RA0625
 RA0625.The orthometric height was determined by differential leveling
 RA0625.and adjusted in June 1991.
 RA0625
 RA0625.The geoid height was determined by GEOID03.
 RA0625
 RA0625.The dynamic height is computed by dividing the NAVD 88
 RA0625.geopotential number by the normal gravity value computed on the
 RA0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0625.degrees latitude (g = 980.6199 gals.).
 RA0625
 RA0625.The modeled gravity was interpolated from observed gravity values.
 RA0625
 RA0625;                    North         East    Units  Estimated Accuracy
 RA0625;SPC OR N     -   252,150.    2,749,980.      MT  (+/- 180 meters Scaled)
 RA0625
 RA0625                          SUPERSEDED SURVEY CONTROL
 RA0625
 RA0625  NGVD 29 (??/??/92) 1336.795  (m)         4385.80   (f) ADJ UNCH    2 0
 RA0625
 RA0625.Superseded values are not recommended for survey control.
 RA0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0625.See file dsdata.txt to determine how the superseded data were derived.
 RA0625
 RA0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML784819(NAD 83)
 RA0625_MARKER: N = NAIL
 RA0625_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RA0625_SP_SET: PINE TREE
 RA0625_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RA0625
 RA0625  HISTORY     - Date     Condition        Report By
 RA0625  HISTORY     - UNK      MONUMENTED       USFS
 RA0625  HISTORY     - 1945     GOOD             NGS
 RA0625
 RA0625                          STATION DESCRIPTION
 RA0625
 RA0625'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 RA0625'2.1 MI SE FROM FLORA.
 RA0625'2.1 MILES SOUTHEAST OF THE FLORA POST OFFICE, ALONG THE
 RA0625'FLORA-ENTERPRISE ROAD, 35 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 RA0625'AND 3 FEET NORTH OF THE FENCE LINE.  A NAIL IN THE SOUTH BASE OF A 24
 RA0625'INCH PINE TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0225 ***********************************************************************
 QD0225  DESIGNATION -  4388 H
 QD0225  PID         -  QD0225
 QD0225  STATE/COUNTY-  OR/CROOK
 QD0225  USGS QUAD   -  POST (1992)
 QD0225
 QD0225                         *CURRENT SURVEY CONTROL
 QD0225  ___________________________________________________________________
 QD0225* NAD 83(1986)-  44 08 03.     (N)    120 25 44.     (W)     SCALED    
 QD0225* NAVD 88     -      1036.300  (meters)    3399.93   (feet)  ADJUSTED  
 QD0225  ___________________________________________________________________
 QD0225  GEOID HEIGHT-         -19.56  (meters)                     GEOID03
 QD0225  DYNAMIC HT  -        1035.913 (meters)    3398.66  (feet)  COMP
 QD0225  MODELED GRAV-     980,210.1   (mgal)                       NAVD 88
 QD0225
 QD0225  VERT ORDER  -  FIRST     CLASS II
 QD0225
 QD0225.The horizontal coordinates were scaled from a topographic map and have
 QD0225.an estimated accuracy of +/- 6 seconds.
 QD0225
 QD0225.The orthometric height was determined by differential leveling
 QD0225.and adjusted in June 1991.
 QD0225
 QD0225.The geoid height was determined by GEOID03.
 QD0225
 QD0225.The dynamic height is computed by dividing the NAVD 88
 QD0225.geopotential number by the normal gravity value computed on the
 QD0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0225.degrees latitude (g = 980.6199 gals.).
 QD0225
 QD0225.The modeled gravity was interpolated from observed gravity values.
 QD0225
 QD0225;                    North         East    Units  Estimated Accuracy
 QD0225;SPC OR S     -   274,110.    1,505,690.      MT  (+/- 180 meters Scaled)
 QD0225
 QD0225                          SUPERSEDED SURVEY CONTROL
 QD0225
 QD0225  NGVD 29 (??/??/92) 1035.15   (m)         3396.2    (f) COMPUTED    1 2
 QD0225
 QD0225.Superseded values are not recommended for survey control.
 QD0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0225.See file dsdata.txt to determine how the superseded data were derived.
 QD0225
 QD0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGP056899(NAD 83)
 QD0225_MARKER: DD = SURVEY DISK
 QD0225_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QD0225_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QD0225_STAMPING: 3396.253 H 1903
 QD0225_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0225
 QD0225  HISTORY     - Date     Condition        Report By
 QD0225  HISTORY     - 1903     MONUMENTED       USGS
 QD0225  HISTORY     - 1935     GOOD             NGS
 QD0225
 QD0225                          STATION DESCRIPTION
 QD0225
 QD0225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 QD0225'3.7 MI E FROM POST.
 QD0225'3.7 MILES EAST ALONG THE OLD PRINEVILLE-PAULINA ROAD FROM THE 1935
 QD0225'LOCATION OF THE POST OFFICE AT POST, CROOK COUNTY, ON THE SOUTH SIDE
 QD0225'OF CROOKED RIVER, 0.3 MILE EAST OF A T-ROAD SOUTH, NEAR THE FOOT OF A
 QD0225'SHORT STEEP GRADE ASCENDING TOWARD THE WEST, ABOUT 475 FEET WEST OF
 QD0225'THE EAST EDGE OF A TILLED FIELD, OPPOSITE A CUT BANK, 8 FEET NORTH OF
 QD0225'THE NORTH ROAD FENCE AT AN ANGLE POST, 32 FEET NORTH OF THE ROAD
 QD0225'CENTERLINE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK STAMPED
 QD0225'3396.253 H 1903 AND RIVETED TO A 3 1/2 INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0622 ***********************************************************************
 RA0622  DESIGNATION -  4395
 RA0622  PID         -  RA0622
 RA0622  STATE/COUNTY-  OR/WALLOWA
 RA0622  USGS QUAD   -  FLORA (1967)
 RA0622
 RA0622                         *CURRENT SURVEY CONTROL
 RA0622  ___________________________________________________________________
 RA0622* NAD 83(1986)-  45 53 58.     (N)    117 18 18.     (W)     SCALED    
 RA0622* NAVD 88     -      1328.294  (meters)    4357.91   (feet)  ADJUSTED  
 RA0622  ___________________________________________________________________
 RA0622  GEOID HEIGHT-         -17.17  (meters)                     GEOID03
 RA0622  DYNAMIC HT  -        1327.960 (meters)    4356.82  (feet)  COMP
 RA0622  MODELED GRAV-     980,317.0   (mgal)                       NAVD 88
 RA0622
 RA0622  VERT ORDER  -  SECOND    CLASS 0
 RA0622
 RA0622.The horizontal coordinates were scaled from a topographic map and have
 RA0622.an estimated accuracy of +/- 6 seconds.
 RA0622
 RA0622.The orthometric height was determined by differential leveling
 RA0622.and adjusted in June 1991.
 RA0622
 RA0622.The geoid height was determined by GEOID03.
 RA0622
 RA0622.The dynamic height is computed by dividing the NAVD 88
 RA0622.geopotential number by the normal gravity value computed on the
 RA0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0622.degrees latitude (g = 980.6199 gals.).
 RA0622
 RA0622.The modeled gravity was interpolated from observed gravity values.
 RA0622
 RA0622;                    North         East    Units  Estimated Accuracy
 RA0622;SPC OR N     -   253,020.    2,747,870.      MT  (+/- 180 meters Scaled)
 RA0622
 RA0622                          SUPERSEDED SURVEY CONTROL
 RA0622
 RA0622  NGVD 29 (??/??/92) 1327.140  (m)         4354.13   (f) ADJ UNCH    2 0
 RA0622
 RA0622.Superseded values are not recommended for survey control.
 RA0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0622.See file dsdata.txt to determine how the superseded data were derived.
 RA0622
 RA0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML763829(NAD 83)
 RA0622_MARKER: DD = SURVEY DISK
 RA0622_SETTING: 66 = SET IN ROCK OUTCROP
 RA0622_SP_SET: ROCK OUTCROP
 RA0622_STAMPING: 4395 1935
 RA0622_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA0622+STABILITY: POSITION/ELEVATION WELL
 RA0622
 RA0622  HISTORY     - Date     Condition        Report By
 RA0622  HISTORY     - 1935     MONUMENTED       USFS
 RA0622  HISTORY     - 1945     GOOD             NGS
 RA0622  HISTORY     - 1967     MARK NOT FOUND   NGS
 RA0622
 RA0622                          STATION DESCRIPTION
 RA0622
 RA0622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 RA0622'0.3 MI E FROM FLORA.
 RA0622'0.3 MILE EAST OF THE FLORA POST OFFICE, ALONG THE FLORA-ENTERPRISE
 RA0622'ROAD, 200 FEET WEST OF A LOG BUILDING ON THE NORTH SIDE OF THE ROAD,
 RA0622'21 FEET NORTH OF THE CENTER LINE OF THE ROAD, AND 7 FEET SOUTH OF THE
 RA0622'FENCE LINE.  A BRONZE DISK, SET IN A DRILL HOLE IN THE TOP OF A ROCK
 RA0622'OUT-CROP FLUSH WITH THE SURFACE OF THE GROUND.  2 FEET SOUTH OF A
 RA0622'WHITE REFERENCE POST.
 RA0622
 RA0622                          STATION RECOVERY (1967)
 RA0622
 RA0622'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 RA0622'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0623 ***********************************************************************
 RA0623  DESIGNATION -  4396
 RA0623  PID         -  RA0623
 RA0623  STATE/COUNTY-  OR/WALLOWA
 RA0623  USGS QUAD   -  FLORA (1967)
 RA0623
 RA0623                         *CURRENT SURVEY CONTROL
 RA0623  ___________________________________________________________________
 RA0623* NAD 83(1986)-  45 53 44.     (N)    117 17 26.     (W)     SCALED    
 RA0623* NAVD 88     -      1340.766  (meters)    4398.83   (feet)  ADJUSTED  
 RA0623  ___________________________________________________________________
 RA0623  GEOID HEIGHT-         -17.13  (meters)                     GEOID03
 RA0623  DYNAMIC HT  -        1340.427 (meters)    4397.72  (feet)  COMP
 RA0623  MODELED GRAV-     980,315.1   (mgal)                       NAVD 88
 RA0623
 RA0623  VERT ORDER  -  SECOND    CLASS 0
 RA0623
 RA0623.The horizontal coordinates were scaled from a topographic map and have
 RA0623.an estimated accuracy of +/- 6 seconds.
 RA0623
 RA0623.The orthometric height was determined by differential leveling
 RA0623.and adjusted in June 1991.
 RA0623
 RA0623.The geoid height was determined by GEOID03.
 RA0623
 RA0623.The dynamic height is computed by dividing the NAVD 88
 RA0623.geopotential number by the normal gravity value computed on the
 RA0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0623.degrees latitude (g = 980.6199 gals.).
 RA0623
 RA0623.The modeled gravity was interpolated from observed gravity values.
 RA0623
 RA0623;                    North         East    Units  Estimated Accuracy
 RA0623;SPC OR N     -   252,630.    2,749,010.      MT  (+/- 180 meters Scaled)
 RA0623
 RA0623                          SUPERSEDED SURVEY CONTROL
 RA0623
 RA0623  NGVD 29 (??/??/92) 1339.614  (m)         4395.05   (f) ADJ UNCH    2 0
 RA0623
 RA0623.Superseded values are not recommended for survey control.
 RA0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0623.See file dsdata.txt to determine how the superseded data were derived.
 RA0623
 RA0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML774824(NAD 83)
 RA0623_MARKER: DD = SURVEY DISK
 RA0623_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RA0623_SP_SET: PINE TREE
 RA0623_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RA0623
 RA0623  HISTORY     - Date     Condition        Report By
 RA0623  HISTORY     - UNK      MONUMENTED       USGS
 RA0623  HISTORY     - 1945     GOOD             NGS
 RA0623
 RA0623                          STATION DESCRIPTION
 RA0623
 RA0623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 RA0623'1.2 MI SE FROM FLORA.
 RA0623'1.2 MILES SOUTHEAST OF THE FLORA POST OFFICE, ALONG THE
 RA0623'FLORA-ENTERPRISE ROAD, 125 FEET SOUTH OF A CULVERT, 75 FEET NORTH OF A
 RA0623'FENCE CORNER, 36.8 FEET WEST OF THE CENTER LINE OF THE ROAD, AND 9
 RA0623'FEET WEST OF THE FENCE LINE.  A NAIL IN THE NORTHEAST BASE OF A 20
 RA0623'INCH PINE TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0747 ***********************************************************************
 PB0747  DESIGNATION -  43A
 PB0747  PID         -  PB0747
 PB0747  STATE/COUNTY-  OR/KLAMATH
 PB0747  USGS QUAD   -  MAZAMA (1967)
 PB0747
 PB0747                         *CURRENT SURVEY CONTROL
 PB0747  ___________________________________________________________________
 PB0747* NAD 83(1991)-  43 04 51.84963(N)    121 49 31.80863(W)     ADJUSTED  
 PB0747* NAVD 88     -      1406.35   (+/-2cm)    4614.0    (feet)  VERTCON   
 PB0747  ___________________________________________________________________
 PB0747  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 PB0747  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 PB0747  HORZ ORDER  -  SECOND
 PB0747  VERT ORDER  -  THIRD ? (See Below)
 PB0747
 PB0747.The horizontal coordinates were established by classical geodetic methods
 PB0747.and adjusted by the National Geodetic Survey in October 1991.
 PB0747
 PB0747.The NAVD 88 height was computed by applying the VERTCON shift value to
 PB0747.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PB0747.The vertical order pertains to the NGVD 29 superseded value.
 PB0747
 PB0747.The Laplace correction was computed from DEFLEC99 derived deflections.
 PB0747
 PB0747.The geoid height was determined by GEOID03.
 PB0747
 PB0747;                    North         East     Units Scale Factor Converg.
 PB0747;SPC OR S     -   157,969.090 1,392,075.214   MT  0.99989577   -0 54 24.6
 PB0747;SPC OR S     -   518,271.29  4,567,175.90   iFT  0.99989577   -0 54 24.6
 PB0747;UTM  10      - 4,770,486.828   595,605.869   MT  0.99971244   +0 48 08.2
 PB0747
 PB0747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PB0747!SPC OR S     -   0.99978290  x   0.99989577  =   0.99967869
 PB0747!UTM  10      -   0.99978290  x   0.99971244  =   0.99949540
 PB0747
 PB0747                          SUPERSEDED SURVEY CONTROL
 PB0747
 PB0747  NAD 83(1986)-  43 04 51.85285(N)    121 49 31.81995(W) AD(       ) 2
 PB0747  NAD 27      -  43 04 52.38170(N)    121 49 27.73780(W) AD(       ) 2
 PB0747  NGVD 29 (07/19/86) 1405.07   (m)         4609.8    (f) LEVELING    3  
 PB0747
 PB0747.Superseded values are not recommended for survey control.
 PB0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0747.See file dsdata.txt to determine how the superseded data were derived.
 PB0747
 PB0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN9560670487(NAD 83)
 PB0747
 PB0747  HISTORY     - Date     Condition        Report By
 PB0747  HISTORY     - 1953     MONUMENTED       BPR
 PB0747  HISTORY     - 1956     SEE DESCRIPTION  ORDT
 PB0747
 PB0747                          STATION DESCRIPTION
 PB0747
 PB0747'DESCRIBED BY US BUREAU OF PUBLIC ROADS 1953 (HSC)
 PB0747'LOCATED AT THE JUNCTION OF U.S. HIGHWAY 97 AND STATE HIGHWAY 230
 PB0747'AT THE DIAMOND-CRATER JUNCTION, 57 FEET NORTH OF THE CENTER LINE
 PB0747'OF STATE HIGHWAY 230 AND 3 FEET NORTH OF A WITNESS POST.
 PB0747'
 PB0747'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION DIAMOND
 PB0747'CRATER, DISTANCE BEING 54.65 FEET (16.658 METERS) SOUTHWEST OF
 PB0747'STATION DIAMOND CRATER.  THE MARK, STAMPED 4609 FT. NO 43A 1931,
 PB0747'IS A DEPT. OF AGRICULTURE BUREAU OF PUBLIC ROAD BENCH MARK SET
 PB0747'IN A CONCRETE POST 5 INCHES IN DIAMETER THAT PROJECTS 8 INCHES.
 PB0747
 PB0747                          STATION RECOVERY (1956)
 PB0747
 PB0747'RECOVERY NOTE BY OREGON DEPARTMENT OF TRANSPORTATION 1956
 PB0747'BENCH MARK WAS DESTROYED DURING THE WIDENING AND RECONSTRUCTION
 PB0747'OF THE GRADE SEPARATION AT DIAMOND LAKE JUNCTION, THE DALLES
 PB0747'CALIFORNIA HIGHWAY DURING THE FALL OF 1955.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0279 ***********************************************************************
 PB0279  DESIGNATION -  44
 PB0279  PID         -  PB0279
 PB0279  STATE/COUNTY-  OR/LAKE
 PB0279  USGS QUAD   -  BIG HOLE (1982)
 PB0279
 PB0279                         *CURRENT SURVEY CONTROL
 PB0279  ___________________________________________________________________
 PB0279* NAD 83(1986)-  43 25 44.     (N)    121 16 19.     (W)     SCALED    
 PB0279* NAVD 88     -      1428.710  (meters)    4687.36   (feet)  ADJUSTED  
 PB0279  ___________________________________________________________________
 PB0279  GEOID HEIGHT-         -20.83  (meters)                     GEOID03
 PB0279  DYNAMIC HT  -        1427.945 (meters)    4684.85  (feet)  COMP
 PB0279  MODELED GRAV-     980,034.8   (mgal)                       NAVD 88
 PB0279
 PB0279  VERT ORDER  -  SECOND    CLASS 0
 PB0279
 PB0279.The horizontal coordinates were scaled from a topographic map and have
 PB0279.an estimated accuracy of +/- 6 seconds.
 PB0279
 PB0279.The orthometric height was determined by differential leveling
 PB0279.and adjusted in June 1991.
 PB0279
 PB0279.The geoid height was determined by GEOID03.
 PB0279
 PB0279.The dynamic height is computed by dividing the NAVD 88
 PB0279.geopotential number by the normal gravity value computed on the
 PB0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0279.degrees latitude (g = 980.6199 gals.).
 PB0279
 PB0279.The modeled gravity was interpolated from observed gravity values.
 PB0279
 PB0279;                    North         East    Units  Estimated Accuracy
 PB0279;SPC OR S     -   196,040.    1,437,500.      MT  (+/- 180 meters Scaled)
 PB0279
 PB0279                          SUPERSEDED SURVEY CONTROL
 PB0279
 PB0279  NGVD 29 (??/??/92) 1427.434  (m)         4683.17   (f) ADJ UNCH    2 0
 PB0279
 PB0279.Superseded values are not recommended for survey control.
 PB0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0279.See file dsdata.txt to determine how the superseded data were derived.
 PB0279
 PB0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP398098(NAD 83)
 PB0279_MARKER: DD = SURVEY DISK
 PB0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0279_STAMPING: 4683 44 1930
 PB0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0279+STABILITY: SURFACE MOTION
 PB0279
 PB0279  HISTORY     - Date     Condition        Report By
 PB0279  HISTORY     - 1930     MONUMENTED       BPR
 PB0279  HISTORY     - 1931     GOOD             NGS
 PB0279  HISTORY     - 1977     MARK NOT FOUND   NGS
 PB0279  HISTORY     - 19860916 MARK NOT FOUND   USPSQD
 PB0279
 PB0279                          STATION DESCRIPTION
 PB0279
 PB0279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 PB0279'23.9 MI SE FROM LAPINE.
 PB0279'IN LAKE COUNTY, ABOUT 23.9 MILES SOUTHEAST ALONG THE FREMONT HIGHWAY
 PB0279'(OREGON 31) FROM LAPINE, DESCHUTES COUNTY, ABOUT 200 FEET WEST OF A
 PB0279'ROCK CUT, AND 36 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY.  A
 PB0279'UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK, STAMPED 4683 44
 PB0279'1930 AND SET IN THE TOP OF A CONCRETE POST.
 PB0279
 PB0279                          STATION RECOVERY (1977)
 PB0279
 PB0279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 PB0279'MARK NOT FOUND.
 PB0279
 PB0279                          STATION RECOVERY (1986)
 PB0279
 PB0279'RECOVERY NOTE BY US POWER SQUADRON 1986 (RCC)
 PB0279'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0035 ***********************************************************************
 PB0035  DESIGNATION -  44
 PB0035  PID         -  PB0035
 PB0035  STATE/COUNTY-  OR/DESCHUTES
 PB0035  USGS QUAD   -  POTATO LAKE (1983)
 PB0035
 PB0035                         *CURRENT SURVEY CONTROL
 PB0035  ___________________________________________________________________
 PB0035* NAD 83(1986)-  43 36 41.     (N)    120 09 45.     (W)     SCALED    
 PB0035* NAVD 88     -      1357.017  (meters)    4452.15   (feet)  ADJUSTED  
 PB0035  ___________________________________________________________________
 PB0035  GEOID HEIGHT-         -19.74  (meters)                     GEOID03
 PB0035  DYNAMIC HT  -        1356.350 (meters)    4449.96  (feet)  COMP
 PB0035  MODELED GRAV-     980,080.5   (mgal)                       NAVD 88
 PB0035
 PB0035  VERT ORDER  -  FIRST     CLASS II
 PB0035
 PB0035.The horizontal coordinates were scaled from a topographic map and have
 PB0035.an estimated accuracy of +/- 6 seconds.
 PB0035
 PB0035.The orthometric height was determined by differential leveling
 PB0035.and adjusted in June 1991.
 PB0035
 PB0035.The geoid height was determined by GEOID03.
 PB0035
 PB0035.The dynamic height is computed by dividing the NAVD 88
 PB0035.geopotential number by the normal gravity value computed on the
 PB0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0035.degrees latitude (g = 980.6199 gals.).
 PB0035
 PB0035.The modeled gravity was interpolated from observed gravity values.
 PB0035
 PB0035;                    North         East    Units  Estimated Accuracy
 PB0035;SPC OR S     -   216,080.    1,527,240.      MT  (+/- 180 meters Scaled)
 PB0035
 PB0035                          SUPERSEDED SURVEY CONTROL
 PB0035
 PB0035  NGVD 29 (??/??/92) 1355.795  (m)         4448.14   (f) ADJ UNCH    1 2
 PB0035
 PB0035.Superseded values are not recommended for survey control.
 PB0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0035.See file dsdata.txt to determine how the superseded data were derived.
 PB0035
 PB0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGP289326(NAD 83)
 PB0035_MARKER: DD = SURVEY DISK
 PB0035_SETTING: 66 = SET IN ROCK OUTCROP
 PB0035_SP_SET: OUTCROP
 PB0035_STAMPING: 44 1927 4449
 PB0035_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PB0035+STABILITY: POSITION/ELEVATION WELL
 PB0035
 PB0035  HISTORY     - Date     Condition        Report By
 PB0035  HISTORY     - 1927     MONUMENTED       ORDT
 PB0035  HISTORY     - 1943     GOOD             NGS
 PB0035
 PB0035                          STATION DESCRIPTION
 PB0035
 PB0035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PB0035'5.9 MI SE FROM HAMPTON.
 PB0035'THIS MARK IS ABOUT 5.9 MILES SOUTHEAST ALONG U.S. HIGHWAY 20 FROM
 PB0035'HAMPTON DESCHUTES COUNTY, SET AT THE DESCHUTES-LAKE COUNTY LINES, IN
 PB0035'THE TOP OF A ROCK OUTCROP, 69.0 FEET NORTH OF THE CENTER LINE OF THE
 PB0035'HIGHWAY, 2.0 FEET NORTH OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0648 ***********************************************************************
 NW0648  DESIGNATION -  44 BKC
 NW0648  PID         -  NW0648
 NW0648  STATE/COUNTY-  OR/MALHEUR
 NW0648  USGS QUAD   -  BOWDEN RANCH (1979)
 NW0648
 NW0648                         *CURRENT SURVEY CONTROL
 NW0648  ___________________________________________________________________
 NW0648* NAD 83(1986)-  42 34 13.     (N)    117 40 46.     (W)     SCALED    
 NW0648* NAVD 88     -      1207.750  (meters)    3962.43   (feet)  ADJUSTED  
 NW0648  ___________________________________________________________________
 NW0648  GEOID HEIGHT-         -18.18  (meters)                     GEOID03
 NW0648  DYNAMIC HT  -        1207.078 (meters)    3960.22  (feet)  COMP
 NW0648  MODELED GRAV-     980,023.0   (mgal)                       NAVD 88
 NW0648
 NW0648  VERT ORDER  -  SECOND    CLASS 0
 NW0648
 NW0648.The horizontal coordinates were scaled from a topographic map and have
 NW0648.an estimated accuracy of +/- 6 seconds.
 NW0648
 NW0648.The orthometric height was determined by differential leveling
 NW0648.and adjusted in August 1995.
 NW0648
 NW0648.The geoid height was determined by GEOID03.
 NW0648
 NW0648.The dynamic height is computed by dividing the NAVD 88
 NW0648.geopotential number by the normal gravity value computed on the
 NW0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0648.degrees latitude (g = 980.6199 gals.).
 NW0648
 NW0648.The modeled gravity was interpolated from observed gravity values.
 NW0648
 NW0648;                    North         East    Units  Estimated Accuracy
 NW0648;SPC OR S     -   104,280.    1,731,530.      MT  (+/- 180 meters Scaled)
 NW0648
 NW0648                          SUPERSEDED SURVEY CONTROL
 NW0648
 NW0648.No superseded survey control is available for this station.
 NW0648
 NW0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH442133(NAD 83)
 NW0648_MARKER: DB = BENCH MARK DISK
 NW0648_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0648_SP_SET: COPPER-CLAD STEEL ROD
 NW0648_STAMPING: 44 BKC 1973 3959
 NW0648_MARK LOGO: USGS  
 NW0648_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0648_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0648_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0648+SATELLITE: SATELLITE OBSERVATIONS - 1973
 NW0648
 NW0648  HISTORY     - Date     Condition        Report By
 NW0648  HISTORY     - 1973     MONUMENTED       USGS
 NW0648
 NW0648                          STATION DESCRIPTION
 NW0648
 NW0648'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 NW0648'FROM BURNS JUNCTION, OREGON PROCEED 12.6 MILES SOUTH ALONG U S
 NW0648'HIGHWAY 95, THENCE 10.5 MILES EAST ALONG A GRAVEL ROAD, AT A
 NW0648'CROSSROADS, NEAR THE ENTRANCE TO A RANCH AREA, 146 FEET SOUTHWEST OF
 NW0648'THE CENTER OF THE CROSSROAD, 106 FEET SOUTH OF THE CENTERLINE OF THE
 NW0648'ROAD, 100 FEET WEST OF THE CENTERLINE OF THE CROSSING ROAD, SET ON A
 NW0648'5/8-INCH COPPER-COATED ROD DRIVEN TO REFUSAL (ROD DEPTH UNKNOWN) WITH
 NW0648'THE TOP ENCASED IN 6-INCH DRAINPIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0315 ***********************************************************************
 NX0315  DESIGNATION -  44 FMK
 NX0315  PID         -  NX0315
 NX0315  STATE/COUNTY-  OR/HARNEY
 NX0315  USGS QUAD   -  KEG SPRS VALLEY WEST (1971)
 NX0315
 NX0315                         *CURRENT SURVEY CONTROL
 NX0315  ___________________________________________________________________
 NX0315* NAD 83(1986)-  42 58 44.     (N)    119 07 36.     (W)     SCALED    
 NX0315* NAVD 88     -      1543.325  (meters)    5063.39   (feet)  ADJUSTED  
 NX0315  ___________________________________________________________________
 NX0315  GEOID HEIGHT-         -19.26  (meters)                     GEOID03
 NX0315  DYNAMIC HT  -        1542.424 (meters)    5060.44  (feet)  COMP
 NX0315  MODELED GRAV-     979,982.3   (mgal)                       NAVD 88
 NX0315
 NX0315  VERT ORDER  -  SECOND    CLASS 0
 NX0315
 NX0315.The horizontal coordinates were scaled from a topographic map and have
 NX0315.an estimated accuracy of +/- 6 seconds.
 NX0315
 NX0315.The orthometric height was determined by differential leveling
 NX0315.and adjusted in August 1995.
 NX0315
 NX0315.The geoid height was determined by GEOID03.
 NX0315
 NX0315.The dynamic height is computed by dividing the NAVD 88
 NX0315.geopotential number by the normal gravity value computed on the
 NX0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0315.degrees latitude (g = 980.6199 gals.).
 NX0315
 NX0315.The modeled gravity was interpolated from observed gravity values.
 NX0315
 NX0315;                    North         East    Units  Estimated Accuracy
 NX0315;SPC OR S     -   146,680.    1,612,010.      MT  (+/- 180 meters Scaled)
 NX0315
 NX0315                          SUPERSEDED SURVEY CONTROL
 NX0315
 NX0315.No superseded survey control is available for this station.
 NX0315
 NX0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH265606(NAD 83)
 NX0315_MARKER: DB = BENCH MARK DISK
 NX0315_SETTING: 66 = SET IN ROCK OUTCROP
 NX0315_SP_SET: ROCK OUTCROP
 NX0315_STAMPING: 44 FMK 1970 5059
 NX0315_MARK LOGO: USGS  
 NX0315_MAGNETIC: N = NO MAGNETIC MATERIAL
 NX0315_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NX0315+STABILITY: POSITION/ELEVATION WELL
 NX0315
 NX0315  HISTORY     - Date     Condition        Report By
 NX0315  HISTORY     - 1970     MONUMENTED       USGS
 NX0315
 NX0315                          STATION DESCRIPTION
 NX0315
 NX0315'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NX0315'FROM THE BRIDGE OVER THE NARROWS, PROCEED 12.2 MILES SOUTH ALONG
 NX0315'STATE HIGHWAY 205, THENCE 24.5 MILES SOUTHWEST ALONG THE ROAD TO
 NX0315'FOSTER LAKE AND PLUSH, 400 FEET SOUTHWEST OF A STOCK TANK AND A BLM
 NX0315'TABLET STAMPED ROAD NO 1 SW NE SEC 11 T30S R29-1/2E, 103 FEET SOUTH
 NX0315'OF THE CENTERLINE OF THE ROAD, WITNESS POST SET AT BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0360 ***********************************************************************
 NX0360  DESIGNATION -  44 LRC
 NX0360  PID         -  NX0360
 NX0360  STATE/COUNTY-  OR/HARNEY
 NX0360  USGS QUAD   -  STEAMBOAT POINT (1980)
 NX0360
 NX0360                         *CURRENT SURVEY CONTROL
 NX0360  ___________________________________________________________________
 NX0360* NAD 83(1986)-  42 49 38.     (N)    119 35 03.     (W)     SCALED    
 NX0360* NAVD 88     -      1407.386  (meters)    4617.40   (feet)  ADJUSTED  
 NX0360  ___________________________________________________________________
 NX0360  GEOID HEIGHT-         -19.85  (meters)                     GEOID03
 NX0360  DYNAMIC HT  -        1406.553 (meters)    4614.67  (feet)  COMP
 NX0360  MODELED GRAV-     979,980.3   (mgal)                       NAVD 88
 NX0360
 NX0360  VERT ORDER  -  SECOND    CLASS 0
 NX0360
 NX0360.The horizontal coordinates were scaled from a topographic map and have
 NX0360.an estimated accuracy of +/- 6 seconds.
 NX0360
 NX0360.The orthometric height was determined by differential leveling
 NX0360.and adjusted in August 1995.
 NX0360
 NX0360.The geoid height was determined by GEOID03.
 NX0360
 NX0360.The dynamic height is computed by dividing the NAVD 88
 NX0360.geopotential number by the normal gravity value computed on the
 NX0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0360.degrees latitude (g = 980.6199 gals.).
 NX0360
 NX0360.The modeled gravity was interpolated from observed gravity values.
 NX0360
 NX0360;                    North         East    Units  Estimated Accuracy
 NX0360;SPC OR S     -   129,330.    1,574,880.      MT  (+/- 180 meters Scaled)
 NX0360
 NX0360                          SUPERSEDED SURVEY CONTROL
 NX0360
 NX0360.No superseded survey control is available for this station.
 NX0360
 NX0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKH887448(NAD 83)
 NX0360_MARKER: DB = BENCH MARK DISK
 NX0360_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NX0360+WITH SETTING: INFORMATION.
 NX0360_SP_SET: METAL ROD DRIVEN INTO GROUND
 NX0360_STAMPING: 44 LRC 1970 4613
 NX0360_MARK LOGO: USGS  
 NX0360_MAGNETIC: I = MARKER IS A STEEL ROD
 NX0360_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NX0360
 NX0360  HISTORY     - Date     Condition        Report By
 NX0360  HISTORY     - 1970     MONUMENTED       USGS
 NX0360
 NX0360                          STATION DESCRIPTION
 NX0360
 NX0360'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NX0360'FROM WAGONTIRE, OREGON, PROCEED 4.5 MILES SOUTHWEST ALONG U S HIGHWAY
 NX0360'395 TO DRY VALLEY ROAD, THENCE 29.7 MILES SOUTH ALONG DRY VALLEY ROAD
 NX0360'TO A ROAD FORK, THENCE 4.8 MILES SOUTH ALONG WARNER VALLEY ROAD TO A
 NX0360'CROSSROADS AT THE EDGE OF WARNER VALLEY, THENCE 5.8 MILES NORTHEAST
 NX0360'ALONG FOSTER LAKE ROAD TO THE TOP OF A SMALL RISE ACROSS A LARGE
 NX0360'FLAT, 39 FEET NORTH OF THE CENTERLINE OF THE ROAD, 3 FEET SOUTHEAST
 NX0360'OF A WITNESS POST.  THE ROD DEPTH IS UNKNOWN AND FLUSH WITH THE
 NX0360'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0328 ***********************************************************************
 OA0328  DESIGNATION -  44.218
 OA0328  PID         -  OA0328
 OA0328  STATE/COUNTY-  OR/DOUGLAS
 OA0328  USGS QUAD   -  REEDSPORT (1985)
 OA0328
 OA0328                         *CURRENT SURVEY CONTROL
 OA0328  ___________________________________________________________________
 OA0328* NAD 83(1986)-  43 42 39.     (N)    124 05 32.     (W)     SCALED    
 OA0328* NAVD 88     -         5.734  (meters)      18.81   (feet)  ADJUSTED  
 OA0328  ___________________________________________________________________
 OA0328  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 OA0328  DYNAMIC HT  -           5.733 (meters)      18.81  (feet)  COMP
 OA0328  MODELED GRAV-     980,522.1   (mgal)                       NAVD 88
 OA0328
 OA0328  VERT ORDER  -  FIRST     CLASS II
 OA0328
 OA0328.The horizontal coordinates were scaled from a topographic map and have
 OA0328.an estimated accuracy of +/- 6 seconds.
 OA0328
 OA0328.The orthometric height was determined by differential leveling
 OA0328.and adjusted in June 1991.
 OA0328.WARNING-Repeat measurements at this control monument indicate possible
 OA0328.vertical movement.
 OA0328
 OA0328.The geoid height was determined by GEOID03.
 OA0328
 OA0328.The dynamic height is computed by dividing the NAVD 88
 OA0328.geopotential number by the normal gravity value computed on the
 OA0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0328.degrees latitude (g = 980.6199 gals.).
 OA0328
 OA0328.The modeled gravity was interpolated from observed gravity values.
 OA0328
 OA0328;                    North         East    Units  Estimated Accuracy
 OA0328;SPC OR S     -   233,280.    1,210,590.      MT  (+/- 180 meters Scaled)
 OA0328
 OA0328                          SUPERSEDED SURVEY CONTROL
 OA0328
 OA0328  NGVD 29 (??/??/92)    4.670  (m)           15.32   (f) ADJ UNCH    1 2
 OA0328
 OA0328.Superseded values are not recommended for survey control.
 OA0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0328.See file dsdata.txt to determine how the superseded data were derived.
 OA0328
 OA0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP120403(NAD 83)
 OA0328_MARKER: B = BOLT
 OA0328_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OA0328_SP_SET: ABUTMENT
 OA0328_MARK LOGO: NONE  
 OA0328_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OA0328
 OA0328  HISTORY     - Date     Condition        Report By
 OA0328  HISTORY     - UNK      MONUMENTED       SPRR
 OA0328  HISTORY     - 1941     GOOD             NGS
 OA0328  HISTORY     - 1971     GOOD             NGS
 OA0328  HISTORY     - 1987     GOOD             NGS
 OA0328
 OA0328                          STATION DESCRIPTION
 OA0328
 OA0328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 OA0328'0.9 MI NE FROM REEDSPORT.
 OA0328'ALONG THE SOUTHERN PACIFIC RAILROAD, SOUTHWEST END OF BRIDGE SOUTH OF
 OA0328'BLACKS ISLAND, NORTHWEST END OF PIER, AN IRON BOLT, NEAR IRON PLATE
 OA0328'STAMPED 44.218.
 OA0328
 OA0328                          STATION RECOVERY (1971)
 OA0328
 OA0328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 OA0328'RECOVERED IN GOOD CONDITION.
 OA0328
 OA0328                          STATION RECOVERY (1987)
 OA0328
 OA0328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 OA0328'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  0.3 KM
 OA0328'(0.20 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 38 FROM THE JUNCTION OF
 OA0328'U.S. HIGHWAY 101 IN REEDSPORT, THENCE 1.2 KM (0.75 MI) NORTHEASTERLY
 OA0328'ALONG THE SOUTHERN PACIFIC RAILROAD.  ADD--2.5 M (8.2 FT) NORTHWEST
 OA0328'OF THE NEAR RAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0533 ***********************************************************************
 PA0533  DESIGNATION -  4406
 PA0533  PID         -  PA0533
 PA0533  STATE/COUNTY-  OR/HARNEY
 PA0533  USGS QUAD   -  POTATO HILLS (1981)
 PA0533
 PA0533                         *CURRENT SURVEY CONTROL
 PA0533  ___________________________________________________________________
 PA0533* NAD 83(1986)-  43 32 12.     (N)    119 46 15.     (W)     SCALED    
 PA0533* NAVD 88     -      1344.213  (meters)    4410.14   (feet)  ADJUSTED  
 PA0533  ___________________________________________________________________
 PA0533  GEOID HEIGHT-         -19.48  (meters)                     GEOID03
 PA0533  DYNAMIC HT  -        1343.536 (meters)    4407.92  (feet)  COMP
 PA0533  MODELED GRAV-     980,069.2   (mgal)                       NAVD 88
 PA0533
 PA0533  VERT ORDER  -  FIRST     CLASS II
 PA0533
 PA0533.The horizontal coordinates were scaled from a topographic map and have
 PA0533.an estimated accuracy of +/- 6 seconds.
 PA0533
 PA0533.The orthometric height was determined by differential leveling
 PA0533.and adjusted in June 1991.
 PA0533
 PA0533.The geoid height was determined by GEOID03.
 PA0533
 PA0533.The dynamic height is computed by dividing the NAVD 88
 PA0533.geopotential number by the normal gravity value computed on the
 PA0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0533.degrees latitude (g = 980.6199 gals.).
 PA0533
 PA0533.The modeled gravity was interpolated from observed gravity values.
 PA0533
 PA0533;                    North         East    Units  Estimated Accuracy
 PA0533;SPC OR S     -   207,980.    1,558,930.      MT  (+/- 180 meters Scaled)
 PA0533
 PA0533                          SUPERSEDED SURVEY CONTROL
 PA0533
 PA0533  NGVD 29 (??/??/92) 1342.991  (m)         4406.13   (f) ADJ UNCH    1 2
 PA0533
 PA0533.Superseded values are not recommended for survey control.
 PA0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0533.See file dsdata.txt to determine how the superseded data were derived.
 PA0533
 PA0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKJ761241(NAD 83)
 PA0533_MARKER: Q = CHISELED SQUARE
 PA0533_SETTING: 66 = SET IN ROCK OUTCROP
 PA0533_SP_SET: ROCK
 PA0533_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PA0533+STABILITY: POSITION/ELEVATION WELL
 PA0533
 PA0533  HISTORY     - Date     Condition        Report By
 PA0533  HISTORY     - UNK      MONUMENTED       USGS
 PA0533  HISTORY     - 1943     GOOD             NGS
 PA0533
 PA0533                          STATION DESCRIPTION
 PA0533
 PA0533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PA0533'IN GAP RANCH.
 PA0533'AT GAP RANCH, HARNEY COUNTY, ACROSS HIGHWAY FROM RANCH HOUSE, 20.0
 PA0533'FEET NORTHWEST OF BENCH MARK H 374, 107.0 FEET SOUTH OF THE CENTER
 PA0533'LINE OF THE HIGHWAY, ON TOP OF A PROMINENT ROUND BOULDER, A CHISELED
 PA0533'SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0855 ***********************************************************************
 QE0855  DESIGNATION -  442
 QE0855  PID         -  QE0855
 QE0855  STATE/COUNTY-  OR/LANE
 QE0855  USGS QUAD   -  EUGENE EAST (1986)
 QE0855
 QE0855                         *CURRENT SURVEY CONTROL
 QE0855  ___________________________________________________________________
 QE0855* NAD 83(1986)-  44 02 18.     (N)    123 02 19.     (W)     SCALED    
 QE0855* NAVD 88     -       135.982  (meters)     446.13   (feet)  ADJUSTED  
 QE0855  ___________________________________________________________________
 QE0855  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 QE0855  DYNAMIC HT  -         135.962 (meters)     446.07  (feet)  COMP
 QE0855  MODELED GRAV-     980,465.0   (mgal)                       NAVD 88
 QE0855
 QE0855  VERT ORDER  -  FIRST     CLASS II
 QE0855
 QE0855.The horizontal coordinates were scaled from a topographic map and have
 QE0855.an estimated accuracy of +/- 6 seconds.
 QE0855
 QE0855.The orthometric height was determined by differential leveling
 QE0855.and adjusted in June 1991.
 QE0855
 QE0855.The geoid height was determined by GEOID03.
 QE0855
 QE0855.The dynamic height is computed by dividing the NAVD 88
 QE0855.geopotential number by the normal gravity value computed on the
 QE0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0855.degrees latitude (g = 980.6199 gals.).
 QE0855
 QE0855.The modeled gravity was interpolated from observed gravity values.
 QE0855
 QE0855;                    North         East    Units  Estimated Accuracy
 QE0855;SPC OR S     -   266,550.    1,296,550.      MT  (+/- 180 meters Scaled)
 QE0855
 QE0855                          SUPERSEDED SURVEY CONTROL
 QE0855
 QE0855  NGVD 29 (??/??/92)  134.882  (m)          442.53   (f) ADJ UNCH    1 2
 QE0855
 QE0855.Superseded values are not recommended for survey control.
 QE0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0855.See file dsdata.txt to determine how the superseded data were derived.
 QE0855
 QE0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP969761(NAD 83)
 QE0855_MARKER: O = CHISELED CIRCLE
 QE0855_SETTING: 0 = UNSPECIFIED SETTING
 QE0855_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0855
 QE0855  HISTORY     - Date     Condition        Report By
 QE0855  HISTORY     - UNK      MONUMENTED       ORGS
 QE0855  HISTORY     - 1934     GOOD             NGS
 QE0855  HISTORY     - 1987     MARK NOT FOUND   NGS
 QE0855
 QE0855                          STATION DESCRIPTION
 QE0855
 QE0855'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QE0855'3.0 MI E FROM EUGENE.
 QE0855'ABOUT 3.0 MILES EAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM
 QE0855'EUGENE, LANE COUNTY, AT SPRINGFIELD JUNCTION, 115 FEET EAST OF THE
 QE0855'STATION, 22.8 FEET NORTH OF THE SISKIYOU LINE CENTERLINE, THE CENTER
 QE0855'OF THE CIRCLE IN THE 9 IN 1921.
 QE0855
 QE0855                          STATION RECOVERY (1987)
 QE0855
 QE0855'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE0855'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0325 ***********************************************************************
 NZ0325  DESIGNATION -  4441.6
 NZ0325  PID         -  NZ0325
 NZ0325  STATE/COUNTY-  OR/DOUGLAS
 NZ0325  USGS QUAD   -  RAGSDALE BUTTE (1989)
 NZ0325
 NZ0325                         *CURRENT SURVEY CONTROL
 NZ0325  ___________________________________________________________________
 NZ0325* NAD 83(1986)-  42 51 48.     (N)    122 47 40.     (W)     SCALED    
 NZ0325* NAVD 88     -      1354.891  (meters)    4445.17   (feet)  ADJUSTED  
 NZ0325  ___________________________________________________________________
 NZ0325  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 NZ0325  DYNAMIC HT  -        1354.403 (meters)    4443.57  (feet)  COMP
 NZ0325  MODELED GRAV-     980,208.6   (mgal)                       NAVD 88
 NZ0325
 NZ0325  VERT ORDER  -  SECOND    CLASS 0
 NZ0325
 NZ0325.The horizontal coordinates were scaled from a topographic map and have
 NZ0325.an estimated accuracy of +/- 6 seconds.
 NZ0325
 NZ0325.The orthometric height was determined by differential leveling
 NZ0325.and adjusted in June 1991.
 NZ0325
 NZ0325.The geoid height was determined by GEOID03.
 NZ0325
 NZ0325.The dynamic height is computed by dividing the NAVD 88
 NZ0325.geopotential number by the normal gravity value computed on the
 NZ0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0325.degrees latitude (g = 980.6199 gals.).
 NZ0325
 NZ0325.The modeled gravity was interpolated from observed gravity values.
 NZ0325
 NZ0325;                    North         East    Units  Estimated Accuracy
 NZ0325;SPC OR S     -   135,500.    1,312,540.      MT  (+/- 180 meters Scaled)
 NZ0325
 NZ0325                          SUPERSEDED SURVEY CONTROL
 NZ0325
 NZ0325  NGVD 29 (??/??/92) 1353.884  (m)         4441.87   (f) ADJ UNCH    2 0
 NZ0325
 NZ0325.Superseded values are not recommended for survey control.
 NZ0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0325.See file dsdata.txt to determine how the superseded data were derived.
 NZ0325
 NZ0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN167456(NAD 83)
 NZ0325_MARKER: N = NAIL
 NZ0325_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NZ0325_SP_SET: FIR TREE
 NZ0325_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0325
 NZ0325  HISTORY     - Date     Condition        Report By
 NZ0325  HISTORY     - UNK      MONUMENTED       USGS
 NZ0325  HISTORY     - 1969     MARK NOT FOUND   NGS
 NZ0325
 NZ0325                          STATION DESCRIPTION
 NZ0325
 NZ0325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 NZ0325'5.4 MI W FROM FAWN CAMP.
 NZ0325'4.8 MILES SOUTHEAST ALONG THE FAWN CAMP ROAD FROM SUMMIT GUARD
 NZ0325'STATION, AT THE T JUNCTION OF A ROAD LEADING SOUTHEAST TO DEVILS KNOB
 NZ0325'LOOKOUT, 13 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, ABOUT 3
 NZ0325'FEET HIGHER THAN THE ROAD, AND DRIVEN IN THE NORTHWEST BASE OF A
 NZ0325'40-INCH FIR TREE MARKED BY THE WHITE PAINTED LETTERS USBM 4441.6.
 NZ0325'NOTE-- THE TREE STILL STANDS AND THE PAINT IS STILL VISIBLE, BUT THE
 NZ0325'NAIL WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0026 ***********************************************************************
 QC0026  DESIGNATION -  4452
 QC0026  PID         -  QC0026
 QC0026  STATE/COUNTY-  OR/MALHEUR
 QC0026  USGS QUAD   -  DE BORD PEAKS (1990)
 QC0026
 QC0026                         *CURRENT SURVEY CONTROL
 QC0026  ___________________________________________________________________
 QC0026* NAD 83(1986)-  44 13 13.     (N)    118 04 22.     (W)     SCALED    
 QC0026* NAVD 88     -      1358.695  (meters)    4457.65   (feet)  ADJUSTED  
 QC0026  ___________________________________________________________________
 QC0026  GEOID HEIGHT-         -17.43  (meters)                     GEOID03
 QC0026  DYNAMIC HT  -        1358.085 (meters)    4455.65  (feet)  COMP
 QC0026  MODELED GRAV-     980,122.0   (mgal)                       NAVD 88
 QC0026
 QC0026  VERT ORDER  -  SECOND    CLASS 0
 QC0026
 QC0026.The horizontal coordinates were scaled from a topographic map and have
 QC0026.an estimated accuracy of +/- 6 seconds.
 QC0026
 QC0026.The orthometric height was determined by differential leveling
 QC0026.and adjusted in June 1991.
 QC0026
 QC0026.The geoid height was determined by GEOID03.
 QC0026
 QC0026.The dynamic height is computed by dividing the NAVD 88
 QC0026.geopotential number by the normal gravity value computed on the
 QC0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0026.degrees latitude (g = 980.6199 gals.).
 QC0026
 QC0026.The modeled gravity was interpolated from observed gravity values.
 QC0026
 QC0026;                    North         East    Units  Estimated Accuracy
 QC0026;SPC OR S     -   286,490.    1,693,940.      MT  (+/- 180 meters Scaled)
 QC0026
 QC0026                          SUPERSEDED SURVEY CONTROL
 QC0026
 QC0026  NGVD 29 (??/??/92) 1357.492  (m)         4453.70   (f) ADJ UNCH    2 0
 QC0026
 QC0026.Superseded values are not recommended for survey control.
 QC0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0026.See file dsdata.txt to determine how the superseded data were derived.
 QC0026
 QC0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ143968(NAD 83)
 QC0026_MARKER: P = PIPE CAP
 QC0026_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QC0026_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QC0026_STAMPING: 4452 ADJUSTED 1903
 QC0026_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QC0026
 QC0026  HISTORY     - Date     Condition        Report By
 QC0026  HISTORY     - 1903     MONUMENTED       USGS
 QC0026  HISTORY     - 1951     GOOD             NGS
 QC0026
 QC0026                          STATION DESCRIPTION
 QC0026
 QC0026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 QC0026'11.2 MI SW FROM IRONSIDE.
 QC0026'0.4 MILE WEST ALONG U.S. HIGHWAY 28 FROM THE POST OFFICE AND STORE IN
 QC0026'IRONSIDE, THENCE 10.8 MILES SOUTHWEST ALONG THE COUNTY ROAD, 0.4 MILE
 QC0026'NORTHEAST OF IRONSIDE MOUNTAIN COW CAMP BUILDING, BETWEEN A WIRE GATE
 QC0026'LEADING INTO FIELD AND A LONE JUNIPER TREE, 62 FEET SOUTHEAST OF THE
 QC0026'CENTERLINE OF NEW ROAD, 15 FEET SOUTHEAST OF THE CENTERLINE OF OLD
 QC0026'ROAD, 17.5 FEET SOUTHWEST OF THE SOUTHWEST GATE POST, 6.4 FEET NORTH
 QC0026'OF LONE JUNIPER TREE WITH FORK ABOUT 1 FOOT ABOVE GROUND, 2.3 FEET
 QC0026'NORTHWEST OF THE FENCE, 1.3 FEET WEST OF THE WITNESS POST, ABOUT LEVEL
 QC0026'WITH OLD ROAD AND ABOUT 5 1/2 FEET LOWER THAN NEW ROAD.  A BRONZE CAP
 QC0026'RIVITED ON TOP OF A 3 INCH IRON PIPE PROJECTING 0.4 FOOT ABOVE THE
 QC0026'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0735 ***********************************************************************
 PB0735  DESIGNATION -  4452.215 B
 PB0735  PID         -  PB0735
 PB0735  STATE/COUNTY-  OR/KLAMATH
 PB0735  USGS QUAD   -  CRESCENT (1967)
 PB0735
 PB0735                         *CURRENT SURVEY CONTROL
 PB0735  ___________________________________________________________________
 PB0735* NAD 83(1991)-  43 27 45.73968(N)    121 41 50.30948(W)     ADJUSTED  
 PB0735* NAVD 88     -      1358.32   (+/-2cm)    4456.4    (feet)  VERTCON   
 PB0735  ___________________________________________________________________
 PB0735  LAPLACE CORR-           2.60  (seconds)                    DEFLEC99
 PB0735  GEOID HEIGHT-         -21.17  (meters)                     GEOID03
 PB0735  HORZ ORDER  -  SECOND
 PB0735  VERT ORDER  -  THIRD ? (See Below)
 PB0735
 PB0735.The horizontal coordinates were established by classical geodetic methods
 PB0735.and adjusted by the National Geodetic Survey in October 1991.
 PB0735
 PB0735.The NAVD 88 height was computed by applying the VERTCON shift value to
 PB0735.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PB0735.The vertical order pertains to the NGVD 29 superseded value.
 PB0735
 PB0735.The Laplace correction was computed from DEFLEC99 derived deflections.
 PB0735
 PB0735.The geoid height was determined by GEOID03.
 PB0735
 PB0735;                    North         East     Units Scale Factor Converg.
 PB0735;SPC OR S     -   200,202.246 1,403,118.347   MT  0.99990776   -0 49 08.9
 PB0735;SPC OR S     -   656,831.52  4,603,406.65   iFT  0.99990776   -0 49 08.9
 PB0735;UTM  10      - 4,813,023.679   605,380.547   MT  0.99973660   +0 53 46.3
 PB0735
 PB0735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PB0735!SPC OR S     -   0.99979036  x   0.99990776  =   0.99969814
 PB0735!UTM  10      -   0.99979036  x   0.99973660  =   0.99952701
 PB0735
 PB0735                          SUPERSEDED SURVEY CONTROL
 PB0735
 PB0735  NAD 83(1986)-  43 27 45.74560(N)    121 41 50.32159(W) AD(       ) 2
 PB0735  NAD 27      -  43 27 46.29500(N)    121 41 46.23130(W) AD(       ) 2
 PB0735  NGVD 29 (07/19/86) 1357.05   (m)         4452.3    (f) LEVELING    3  
 PB0735
 PB0735.Superseded values are not recommended for survey control.
 PB0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0735.See file dsdata.txt to determine how the superseded data were derived.
 PB0735
 PB0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP0538113024(NAD 83)
 PB0735_MARKER: Z = SEE DESCRIPTION
 PB0735_SETTING: 0 = UNSPECIFIED SETTING
 PB0735_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PB0735_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PB0735+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2006
 PB0735
 PB0735  HISTORY     - Date     Condition        Report By
 PB0735  HISTORY     - 1953     MONUMENTED       USGS
 PB0735  HISTORY     - 20061021 GOOD             ORBITE
 PB0735
 PB0735                          STATION DESCRIPTION
 PB0735
 PB0735'DESCRIBED BY US GEOLOGICAL SURVEY 1953 (HSC)
 PB0735'A U.S. GEOLOGICAL SURVEY BENCH MARK DISK SECURED TO THE TOP OF AN
 PB0735'IRON PIPE AND EMBEDDED IN CONCRETE.  THE MARK IS STAMPED 4452.215
 PB0735'B AND IT PROJECTS 8 INCHES.
 PB0735'
 PB0735'THE MARK IS NEAR THE NORTHEAST CORNER OF A PASTURE 80.31 FEET,
 PB0735'24.479 METERS NORTH OF TRIANGULATION STATION CRESCENT AND 30 FEET
 PB0735'SOUTH OF AN EAST - WEST FENCE LINE.
 PB0735'
 PB0735'TO REACH FROM THE POST OFFICE IN CRESCENT GO NORTH ON
 PB0735'U.S. HIGHWAY 97 FOR 0.2 MILE TO A CROSSROAD.  TURN LEFT, GO WEST
 PB0735'ACROSS THE RAILROAD TRACK TO A FENCE CORNER AND THE BENCH MARK
 PB0735'ON THE LEFT.
 PB0735
 PB0735                          STATION RECOVERY (2006)
 PB0735
 PB0735'RECOVERY NOTE BY ORBITECH INC 2006 (SHG)
 PB0735'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0078 ***********************************************************************
 PB0078  DESIGNATION -  4453
 PB0078  PID         -  PB0078
 PB0078  STATE/COUNTY-  OR/LAKE
 PB0078  USGS QUAD   -  THORN LAKE (1981)
 PB0078
 PB0078                         *CURRENT SURVEY CONTROL
 PB0078  ___________________________________________________________________
 PB0078* NAD 83(1986)-  43 07 48.     (N)    120 51 30.     (W)     SCALED    
 PB0078* NAVD 88     -      1318.790  (meters)    4326.73   (feet)  ADJUSTED  
 PB0078  ___________________________________________________________________
 PB0078  GEOID HEIGHT-         -20.63  (meters)                     GEOID03
 PB0078  DYNAMIC HT  -        1318.097 (meters)    4324.46  (feet)  COMP
 PB0078  MODELED GRAV-     980,048.9   (mgal)                       NAVD 88
 PB0078
 PB0078  VERT ORDER  -  SECOND    CLASS 0
 PB0078
 PB0078.The horizontal coordinates were scaled from a topographic map and have
 PB0078.an estimated accuracy of +/- 6 seconds.
 PB0078
 PB0078.The orthometric height was determined by differential leveling
 PB0078.and adjusted in June 1991.
 PB0078
 PB0078.The geoid height was determined by GEOID03.
 PB0078
 PB0078.The dynamic height is computed by dividing the NAVD 88
 PB0078.geopotential number by the normal gravity value computed on the
 PB0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0078.degrees latitude (g = 980.6199 gals.).
 PB0078
 PB0078.The modeled gravity was interpolated from observed gravity values.
 PB0078
 PB0078;                    North         East    Units  Estimated Accuracy
 PB0078;SPC OR S     -   162,610.    1,470,850.      MT  (+/- 180 meters Scaled)
 PB0078
 PB0078                          SUPERSEDED SURVEY CONTROL
 PB0078
 PB0078  NGVD 29 (??/??/92) 1317.588  (m)         4322.79   (f) ADJ UNCH    2 0
 PB0078
 PB0078.Superseded values are not recommended for survey control.
 PB0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0078.See file dsdata.txt to determine how the superseded data were derived.
 PB0078
 PB0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFN741774(NAD 83)
 PB0078_MARKER: DD = SURVEY DISK
 PB0078_SETTING: 66 = SET IN ROCK OUTCROP
 PB0078_SP_SET: OUTCROP
 PB0078_STAMPING: 4453
 PB0078_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PB0078+STABILITY: POSITION/ELEVATION WELL
 PB0078
 PB0078  HISTORY     - Date     Condition        Report By
 PB0078  HISTORY     - UNK      MONUMENTED       BOR
 PB0078  HISTORY     - 1931     GOOD             NGS
 PB0078  HISTORY     - 1978     GOOD             USGS
 PB0078  HISTORY     - 19780606 GOOD             USPSQD
 PB0078
 PB0078                          STATION DESCRIPTION
 PB0078
 PB0078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 PB0078'13.5 MI NW FROM SUMMER LAKE.
 PB0078'IN SMALL ROCK OUTCROP, 1 FOOT SQUARE.  AT WEST END OF LONG KNOLL. JUST
 PB0078'SOUTH OF PROMINENT BUTTE, ABOUT 500 FEET N.W. OF FENCE CORNER THAT IS
 PB0078'PROBABLY A SECTION CORNER.  THIS MARK IS 1.0 MILES EAST OF THE FREMONT
 PB0078'HIGHWAY.
 PB0078
 PB0078                          STATION RECOVERY (1978)
 PB0078
 PB0078'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 PB0078'ABOUT 9 MILES EAST OF SILVER LAKE, LAKE COUNTY, TURN LEFT ON GRAVEL
 PB0078'ROAD, ROAD TO WAGONTIRE, GO 0.6 MI. TO A T ROAD LEFT, TURN AND GO
 PB0078'0.75 MI. TO A REVERSE Y ROAD AND GATE. THE MARK IS ABOUT 300 FT.
 PB0078'NORTH EAST OF THE ROAD Y, ON A SAGE BRUSH COVERED SAND HILL ABOUT 17
 PB0078'FEET HIGHER THAN THE ROAD Y AND ABOUT 230 FT. NORTH OF THE ROAD. A
 PB0078'U.S. RECLAIMATION SERVICE BRONZE DISC STAMPED 4453, IN A SMALL ROCK
 PB0078'OUTCROP. IN THE WEST EDGE OF SECTION 20, TOWNSHIP 28 SOUTH, RANGE 16
 PB0078'EAST.
 PB0078
 PB0078                          STATION RECOVERY (1978)
 PB0078
 PB0078'RECOVERY NOTE BY US POWER SQUADRON 1978 (PSM)
 PB0078'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0473 ***********************************************************************
 PA0473  DESIGNATION -  4453 H
 PA0473  PID         -  PA0473
 PA0473  STATE/COUNTY-  OR/HARNEY
 PA0473  USGS QUAD   -  OAKERMAN LAKES (1992)
 PA0473
 PA0473                         *CURRENT SURVEY CONTROL
 PA0473  ___________________________________________________________________
 PA0473* NAD 83(1986)-  43 33 13.     (N)    119 23 03.     (W)     SCALED    
 PA0473* NAVD 88     -      1360.87   (+/-2cm)    4464.8    (feet)  VERTCON   
 PA0473  ___________________________________________________________________
 PA0473  GEOID HEIGHT-         -19.25  (meters)                     GEOID03
 PA0473  VERT ORDER  -  THIRD (See Below)
 PA0473
 PA0473.The horizontal coordinates were scaled from a topographic map and have
 PA0473.an estimated accuracy of +/- 6 seconds.
 PA0473
 PA0473.The NAVD 88 height was computed by applying the VERTCON shift value to
 PA0473.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PA0473.The vertical order pertains to the NGVD 29 superseded value.
 PA0473
 PA0473.The geoid height was determined by GEOID03.
 PA0473
 PA0473;                    North         East    Units  Estimated Accuracy
 PA0473;SPC OR S     -   210,210.    1,590,160.      MT  (+/- 180 meters Scaled)
 PA0473
 PA0473                          SUPERSEDED SURVEY CONTROL
 PA0473
 PA0473  NGVD 29 (??/??/??) 1359.63   (m)         4460.7    (f) RESET       3  
 PA0473
 PA0473.Superseded values are not recommended for survey control.
 PA0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0473.See file dsdata.txt to determine how the superseded data were derived.
 PA0473
 PA0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ074250(NAD 83)
 PA0473_MARKER: P = PIPE CAP
 PA0473_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PA0473_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PA0473_STAMPING: 4453 H 1903
 PA0473_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PA0473
 PA0473  HISTORY     - Date     Condition        Report By
 PA0473  HISTORY     - 1903     MONUMENTED       USGS
 PA0473  HISTORY     - 19770404 GOOD             USPSQD
 PA0473
 PA0473                          STATION DESCRIPTION
 PA0473
 PA0473'DESCRIBED BY US GEOLOGICAL SURVEY 1903
 PA0473'6.2 MI E FROM OAKERMAN RANCH.
 PA0473'6.2 MILES EAST ALONG THE OLD BEND-BURNS ROAD FROM OAKERMAN RANCH,
 PA0473'HARNEY COUNTY, 90 FEET NORTH OF SURVEY STATION 5824+20 ON THE CENTRAL
 PA0473'OREGON HIGHWAY (U.S. 20), JUST WEST OF A SMALL SUMMIT, AND 20 FEET
 PA0473'SOUTH OF THE OLD STAGE ROAD.  A UNITED STATES GEOLOGICAL SURVEY
 PA0473'STANDARD CAP, STAMPED 4453 H 1903 AND RIVETED ON THE TOP OF A
 PA0473'3-1/2-INCH IRON PIPE ENCASED IN CONCRETE.
 PA0473
 PA0473                          STATION RECOVERY (1977)
 PA0473
 PA0473'RECOVERY NOTE BY US POWER SQUADRON 1977 (DHK)
 PA0473'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0691 ***********************************************************************
 QC0691  DESIGNATION -  4454
 QC0691  PID         -  QC0691
 QC0691  STATE/COUNTY-  OR/MALHEUR
 QC0691  USGS QUAD   -  HUNTER MOUNTAIN (1990)
 QC0691
 QC0691                         *CURRENT SURVEY CONTROL
 QC0691  ___________________________________________________________________
 QC0691* NAD 83(1986)-  44 01 17.     (N)    118 02 54.     (W)     SCALED    
 QC0691* NAVD 88     -      1361.048  (meters)    4465.37   (feet)  ADJUSTED  
 QC0691  ___________________________________________________________________
 QC0691  GEOID HEIGHT-         -17.80  (meters)                     GEOID03
 QC0691  DYNAMIC HT  -        1360.423 (meters)    4463.32  (feet)  COMP
 QC0691  MODELED GRAV-     980,111.5   (mgal)                       NAVD 88
 QC0691
 QC0691  VERT ORDER  -  FIRST     CLASS II
 QC0691
 QC0691.The horizontal coordinates were scaled from a topographic map and have
 QC0691.an estimated accuracy of +/- 6 seconds.
 QC0691
 QC0691.The orthometric height was determined by differential leveling
 QC0691.and adjusted in June 1991.
 QC0691
 QC0691.The geoid height was determined by GEOID03.
 QC0691
 QC0691.The dynamic height is computed by dividing the NAVD 88
 QC0691.geopotential number by the normal gravity value computed on the
 QC0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0691.degrees latitude (g = 980.6199 gals.).
 QC0691
 QC0691.The modeled gravity was interpolated from observed gravity values.
 QC0691
 QC0691;                    North         East    Units  Estimated Accuracy
 QC0691;SPC OR S     -   264,460.    1,696,540.      MT  (+/- 180 meters Scaled)
 QC0691
 QC0691                          SUPERSEDED SURVEY CONTROL
 QC0691
 QC0691  NGVD 29 (??/??/92) 1359.864  (m)         4461.49   (f) ADJ UNCH    1 2
 QC0691
 QC0691.Superseded values are not recommended for survey control.
 QC0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0691.See file dsdata.txt to determine how the superseded data were derived.
 QC0691
 QC0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ159747(NAD 83)
 QC0691_MARKER: P = PIPE CAP
 QC0691_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QC0691_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QC0691_STAMPING: 4462.137 H 1903
 QC0691_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QC0691
 QC0691  HISTORY     - Date     Condition        Report By
 QC0691  HISTORY     - 1903     MONUMENTED       USGS
 QC0691  HISTORY     - 1935     GOOD             NGS
 QC0691
 QC0691                          STATION DESCRIPTION
 QC0691
 QC0691'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 QC0691'7.9 MI W FROM FRANK HANNAH RANCH.
 QC0691'7.9 MILES WEST ALONG THE OLD STAGE ROAD OVER BENDIRE MOUNTAIN FROM THE
 QC0691'FRANK HANNAH RANCH (FORMERLY FOPIANO STAGE STATION), MALHEUR COUNTY,
 QC0691'4.4 MILES EAST OF HUNTER RANCH, 0.5 MILE WEST OF ITS CROSSING WITH THE
 QC0691'ROAD TO WILLOW BASIN, ABOUT 530 FEET EAST OF A TURN AT THE BOTTOM OF A
 QC0691'PRONOUNCED GULCH, AT THE POINT WHERE THE ROAD BREAKS OVER THE CREST OF
 QC0691'A RIDGE FROM THE WEST, 18 FEET NORTH OF THE ROAD AND ABOUT 2 FEET
 QC0691'HIGHER.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP STAMPED
 QC0691'4462.137 H 1903 AND RIVETED TO A 3 1/2 INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0332 ***********************************************************************
 PB0332  DESIGNATION -  4455
 PB0332  PID         -  PB0332
 PB0332  STATE/COUNTY-  OR/KLAMATH
 PB0332  USGS QUAD   -  CRESCENT (1967)
 PB0332
 PB0332                         *CURRENT SURVEY CONTROL
 PB0332  ___________________________________________________________________
 PB0332* NAD 83(1986)-  43 27 37.     (N)    121 41 51.     (W)     SCALED    
 PB0332* NAVD 88     -      1359.11   (+/-2cm)    4459.0    (feet)  VERTCON   
 PB0332  ___________________________________________________________________
 PB0332  GEOID HEIGHT-         -21.18  (meters)                     GEOID03
 PB0332  VERT ORDER  -  ? (See Below)
 PB0332
 PB0332.The horizontal coordinates were scaled from a topographic map and have
 PB0332.an estimated accuracy of +/- 6 seconds.
 PB0332
 PB0332.The NAVD 88 height was computed by applying the VERTCON shift value to
 PB0332.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PB0332.The vertical order pertains to the NGVD 29 superseded value.
 PB0332
 PB0332.The geoid height was determined by GEOID03.
 PB0332
 PB0332;                    North         East    Units  Estimated Accuracy
 PB0332;SPC OR S     -   199,930.    1,403,100.      MT  (+/- 180 meters Scaled)
 PB0332
 PB0332                          SUPERSEDED SURVEY CONTROL
 PB0332
 PB0332  NGVD 29 (??/??/92) 1357.842  (m)         4454.85   (f) ADJ UNCH    ?  
 PB0332
 PB0332.Superseded values are not recommended for survey control.
 PB0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0332.See file dsdata.txt to determine how the superseded data were derived.
 PB0332
 PB0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP053127(NAD 83)
 PB0332_MARKER: N = NAIL
 PB0332_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PB0332_SP_SET: PINE TREE
 PB0332_STAMPING: 4455.31
 PB0332_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PB0332
 PB0332  HISTORY     - Date     Condition        Report By
 PB0332  HISTORY     - UNK      MONUMENTED       LOCENG
 PB0332  HISTORY     - 1934     MARK NOT FOUND   NGS
 PB0332
 PB0332                          STATION DESCRIPTION
 PB0332
 PB0332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PB0332'IN CRESCENT.
 PB0332'AT CRESCENT, KLAMATH COUNTY, ABOUT 800 FEET SOUTH OF THE JUNCTION OF
 PB0332'THE ROAD LEADING WEST TO CRESCENT LAKE, ABOUT 300 FEET WEST OF THE
 PB0332'DALLES-CALIFORNIA HIGHWAY (U.S. 97), AND IN THE BASE OF A 14-INCH PINE
 PB0332'TREE MARKED 4455.31.  A NAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0854 ***********************************************************************
 QE0854  DESIGNATION -  446 B
 QE0854  PID         -  QE0854
 QE0854  STATE/COUNTY-  OR/LANE
 QE0854  USGS QUAD   -  EUGENE EAST (1986)
 QE0854
 QE0854                         *CURRENT SURVEY CONTROL
 QE0854  ___________________________________________________________________
 QE0854* NAD 83(1986)-  44 02 19.     (N)    123 02 18.     (W)     SCALED    
 QE0854* NAVD 88     -       137.562  (meters)     451.32   (feet)  ADJUSTED  
 QE0854  ___________________________________________________________________
 QE0854  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 QE0854  DYNAMIC HT  -         137.541 (meters)     451.25  (feet)  COMP
 QE0854  MODELED GRAV-     980,465.0   (mgal)                       NAVD 88
 QE0854
 QE0854  VERT ORDER  -  FIRST     CLASS II
 QE0854
 QE0854.The horizontal coordinates were scaled from a topographic map and have
 QE0854.an estimated accuracy of +/- 6 seconds.
 QE0854
 QE0854.The orthometric height was determined by differential leveling
 QE0854.and adjusted in June 1991.
 QE0854
 QE0854.The geoid height was determined by GEOID03.
 QE0854
 QE0854.The dynamic height is computed by dividing the NAVD 88
 QE0854.geopotential number by the normal gravity value computed on the
 QE0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0854.degrees latitude (g = 980.6199 gals.).
 QE0854
 QE0854.The modeled gravity was interpolated from observed gravity values.
 QE0854
 QE0854;                    North         East    Units  Estimated Accuracy
 QE0854;SPC OR S     -   266,580.    1,296,570.      MT  (+/- 180 meters Scaled)
 QE0854
 QE0854                          SUPERSEDED SURVEY CONTROL
 QE0854
 QE0854  NGVD 29 (??/??/92)  136.462  (m)          447.71   (f) ADJ UNCH    1 2
 QE0854
 QE0854.Superseded values are not recommended for survey control.
 QE0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0854.See file dsdata.txt to determine how the superseded data were derived.
 QE0854
 QE0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP969761(NAD 83)
 QE0854_MARKER: DD = SURVEY DISK
 QE0854_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QE0854_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QE0854_STAMPING: 446 B 1903
 QE0854_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0854
 QE0854  HISTORY     - Date     Condition        Report By
 QE0854  HISTORY     - 1903     MONUMENTED       USGS
 QE0854  HISTORY     - 1934     GOOD             NGS
 QE0854  HISTORY     - 1987     MARK NOT FOUND   NGS
 QE0854
 QE0854                          STATION DESCRIPTION
 QE0854
 QE0854'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QE0854'3.0 MI E FROM EUGENE.
 QE0854'ABOUT 3.0 MILES EAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM
 QE0854'EUGENE, LANE COUNTY AT SPRINGFIELD JUNCTION, 76.4 FEET SOUTHWEST OF
 QE0854'THE SOUTHWEST CORNER OF THE STATION, 32.4 FEET SOUTH OF THE SISKIYOU
 QE0854'LINE CENTERLINE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK
 QE0854'STAMPED 446 B 1903 AND RIVETED ON A 3 1/2 INCH IRON PIPE ENCASED IN
 QE0854'CONCRETE AND PROJECTING 14 INCHES ABOVE THE GROUND.
 QE0854
 QE0854                          STATION RECOVERY (1987)
 QE0854
 QE0854'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE0854'THERE HAS BEEN GRADING AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0330 ***********************************************************************
 NZ0330  DESIGNATION -  4462.7
 NZ0330  PID         -  NZ0330
 NZ0330  STATE/COUNTY-  OR/DOUGLAS
 NZ0330  USGS QUAD   -  RAGSDALE BUTTE (1989)
 NZ0330
 NZ0330                         *CURRENT SURVEY CONTROL
 NZ0330  ___________________________________________________________________
 NZ0330* NAD 83(1986)-  42 51 04.     (N)    122 46 18.     (W)     SCALED    
 NZ0330* NAVD 88     -      1361.345  (meters)    4466.35   (feet)  ADJUSTED  
 NZ0330  ___________________________________________________________________
 NZ0330  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 NZ0330  DYNAMIC HT  -        1360.854 (meters)    4464.74  (feet)  COMP
 NZ0330  MODELED GRAV-     980,207.8   (mgal)                       NAVD 88
 NZ0330
 NZ0330  VERT ORDER  -  SECOND    CLASS 0
 NZ0330
 NZ0330.The horizontal coordinates were scaled from a topographic map and have
 NZ0330.an estimated accuracy of +/- 6 seconds.
 NZ0330
 NZ0330.The orthometric height was determined by differential leveling
 NZ0330.and adjusted in June 1991.
 NZ0330
 NZ0330.The geoid height was determined by GEOID03.
 NZ0330
 NZ0330.The dynamic height is computed by dividing the NAVD 88
 NZ0330.geopotential number by the normal gravity value computed on the
 NZ0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0330.degrees latitude (g = 980.6199 gals.).
 NZ0330
 NZ0330.The modeled gravity was interpolated from observed gravity values.
 NZ0330
 NZ0330;                    North         East    Units  Estimated Accuracy
 NZ0330;SPC OR S     -   134,090.    1,314,360.      MT  (+/- 180 meters Scaled)
 NZ0330
 NZ0330                          SUPERSEDED SURVEY CONTROL
 NZ0330
 NZ0330  NGVD 29 (??/??/92) 1360.339  (m)         4463.05   (f) ADJ UNCH    2 0
 NZ0330
 NZ0330.Superseded values are not recommended for survey control.
 NZ0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0330.See file dsdata.txt to determine how the superseded data were derived.
 NZ0330
 NZ0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN186443(NAD 83)
 NZ0330_MARKER: N = NAIL
 NZ0330_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NZ0330_SP_SET: FIR TREE
 NZ0330_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0330
 NZ0330  HISTORY     - Date     Condition        Report By
 NZ0330  HISTORY     - UNK      MONUMENTED       USGS
 NZ0330  HISTORY     - 1969     MARK NOT FOUND   NGS
 NZ0330
 NZ0330                          STATION DESCRIPTION
 NZ0330
 NZ0330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 NZ0330'3.1 MI SW FROM FAWN CAMP.
 NZ0330'3.1 MILES SOUTHWEST ALONG THE SUMMIT GUARD STATION ROAD FROM FAWN
 NZ0330'CAMP, 17 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 11 1/2 FEET
 NZ0330'EAST OF A 24-INCH FIR TREE SUPPORTING A TELEPHONE LINE, AND DRIVEN IN
 NZ0330'THE NORTHWEST BASE OF A 30-INCH FIR TREE MARKED BY THE WHITE PAINTED
 NZ0330'LETTERS USBM 4462.7.  NOTE-- THE TIMBER HAS BEEN RECENTLY HARVESTED IN
 NZ0330'THIS AREA, AND THE STUMP WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0214 ***********************************************************************
 PB0214  DESIGNATION -  4469=J 102
 PB0214  PID         -  PB0214
 PB0214  STATE/COUNTY-  OR/DESCHUTES
 PB0214  USGS QUAD   -  LAVA BUTTE (1981)
 PB0214
 PB0214                         *CURRENT SURVEY CONTROL
 PB0214  ___________________________________________________________________
 PB0214* NAD 83(1986)-  43 55 06.     (N)    121 21 03.     (W)     SCALED    
 PB0214* NAVD 88     -      1363.300  (meters)    4472.76   (feet)  ADJUSTED  
 PB0214  ___________________________________________________________________
 PB0214  GEOID HEIGHT-         -20.65  (meters)                     GEOID03
 PB0214  DYNAMIC HT  -        1362.687 (meters)    4470.75  (feet)  COMP
 PB0214  MODELED GRAV-     980,121.4   (mgal)                       NAVD 88
 PB0214
 PB0214  VERT ORDER  -  FIRST     CLASS II
 PB0214
 PB0214.The horizontal coordinates were scaled from a topographic map and have
 PB0214.an estimated accuracy of +/- 6 seconds.
 PB0214
 PB0214.The orthometric height was determined by differential leveling
 PB0214.and adjusted in June 1991.
 PB0214
 PB0214.The geoid height was determined by GEOID03.
 PB0214
 PB0214.The dynamic height is computed by dividing the NAVD 88
 PB0214.geopotential number by the normal gravity value computed on the
 PB0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0214.degrees latitude (g = 980.6199 gals.).
 PB0214
 PB0214.The modeled gravity was interpolated from observed gravity values.
 PB0214
 PB0214;                    North         East    Units  Estimated Accuracy
 PB0214;SPC OR S     -   250,480.    1,431,670.      MT  (+/- 180 meters Scaled)
 PB0214
 PB0214                          SUPERSEDED SURVEY CONTROL
 PB0214
 PB0214  NGVD 29 (??/??/??) 1362.10   (m)         4468.8    (f) RESET       3  
 PB0214
 PB0214.Superseded values are not recommended for survey control.
 PB0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0214.See file dsdata.txt to determine how the superseded data were derived.
 PB0214
 PB0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP324641(NAD 83)
 PB0214_MARKER: DD = SURVEY DISK
 PB0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0214_SP_SET: CONCRETE POST
 PB0214_STAMPING: J 102 1933 4468.789
 PB0214_MARK LOGO: USFS  
 PB0214_MAGNETIC: N = NO MAGNETIC MATERIAL
 PB0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0214+STABILITY: SURFACE MOTION
 PB0214_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PB0214+SATELLITE: SATELLITE OBSERVATIONS - July 20, 1988
 PB0214
 PB0214  HISTORY     - Date     Condition        Report By
 PB0214  HISTORY     - 1933     MONUMENTED       USFS
 PB0214  HISTORY     - 1976     GOOD             NGS
 PB0214  HISTORY     - 19841011 GOOD             NGS
 PB0214  HISTORY     - 19880720 GOOD             NGS
 PB0214
 PB0214                          STATION DESCRIPTION
 PB0214
 PB0214'DESCRIBED BY US FOREST SERVICE 1933
 PB0214'10.9 MI S FROM BEND.
 PB0214'ABOUT 10.9 MILES SOUTH ALONG THE DALLES-CALIFORNIA HIGHWAY FROM BEND,
 PB0214'DESCHUTES COUNTY, 525 FEET WEST OF THE HIGHWAY AT MILEAGE 152.3, NEAR
 PB0214'THE NORTHEAST BASE OF LAVA BUTTE, AT THE FORMER SITE OF A FOREST
 PB0214'SERVICE TOOL SHED.  A UNITED STATES FOREST SERVICE STANDARD DISK
 PB0214'STAMPED 4469 J 102 1933 AND SET IN THE TOP OF A CONCRETE POST.
 PB0214
 PB0214                          STATION RECOVERY (1976)
 PB0214
 PB0214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 PB0214'RECOVERED IN GOOD CONDITION.
 PB0214
 PB0214                          STATION RECOVERY (1984)
 PB0214
 PB0214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 PB0214'THE STATION IS LOCATED ABOUT 10 MILES (16.1 KM) SSW OF BEND, 18 MILES
 PB0214'(29.0 KM) NNE OF LA PINE AT THE NORTH EDGE OF VOLCANO LANDS PARK.  TO
 PB0214'REACH THE STATION FROM THE ENTRANCE TO VOLCANO LANDS GO NORTH ON US 97
 PB0214'FOR 1 KM (0.60 MI) TO THE MARK ABOUT 100 METERS (328.1 FT) TO THE
 PB0214'LEFT.  THE STATION IS A USFS BENCH MARK DISK STAMPED---J 102 468.789
 PB0214'1933---, SET INTO THE TOP OF A 25 CM IN DIAMETER PIPE THAT PROJECTS 10
 PB0214'CM ABOVE THE GROUND.  IT IS ABOUT 100 METERS (328.1 FT) WEST OF THE
 PB0214'CENTERLINE OF US 97, 25 METERS (82.0 FT) NORTH OF THE NORTH EDGE OF A
 PB0214'LAVA FLOW 9 METER (29.5 FT) SOUTH FROM A 100 CM IN DIAMETER PINE TREE
 PB0214'AND 0.7 METER (2.3 FT) SOUTH FROM A WOODEN WITNESS POST.
 PB0214
 PB0214                          STATION RECOVERY (1988)
 PB0214
 PB0214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 PB0214'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  16.7 KM
 PB0214'(10.40 MI) SOUTHERLY ALONG U.S. HIGHWAY 97 FROM THE SOUTH JUNCTION OF
 PB0214'U.S. HIGHWAY 20 IN BEND.  ADD--0.6 M (2.0 FT) SOUTH OF AN ORANGE 4 BY
 PB0214'4 INCH WOODEN WITNESS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0328 ***********************************************************************
 NZ0328  DESIGNATION -  4473.9
 NZ0328  PID         -  NZ0328
 NZ0328  STATE/COUNTY-  OR/DOUGLAS
 NZ0328  USGS QUAD   -  RAGSDALE BUTTE (1989)
 NZ0328
 NZ0328                         *CURRENT SURVEY CONTROL
 NZ0328  ___________________________________________________________________
 NZ0328* NAD 83(1986)-  42 51 29.     (N)    122 46 40.     (W)     SCALED    
 NZ0328* NAVD 88     -      1364.755  (meters)    4477.53   (feet)  ADJUSTED  
 NZ0328  ___________________________________________________________________
 NZ0328  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 NZ0328  DYNAMIC HT  -        1364.263 (meters)    4475.92  (feet)  COMP
 NZ0328  MODELED GRAV-     980,208.0   (mgal)                       NAVD 88
 NZ0328
 NZ0328  VERT ORDER  -  SECOND    CLASS 0
 NZ0328
 NZ0328.The horizontal coordinates were scaled from a topographic map and have
 NZ0328.an estimated accuracy of +/- 6 seconds.
 NZ0328
 NZ0328.The orthometric height was determined by differential leveling
 NZ0328.and adjusted in June 1991.
 NZ0328
 NZ0328.The geoid height was determined by GEOID03.
 NZ0328
 NZ0328.The dynamic height is computed by dividing the NAVD 88
 NZ0328.geopotential number by the normal gravity value computed on the
 NZ0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0328.degrees latitude (g = 980.6199 gals.).
 NZ0328
 NZ0328.The modeled gravity was interpolated from observed gravity values.
 NZ0328
 NZ0328;                    North         East    Units  Estimated Accuracy
 NZ0328;SPC OR S     -   134,870.    1,313,880.      MT  (+/- 180 meters Scaled)
 NZ0328
 NZ0328                          SUPERSEDED SURVEY CONTROL
 NZ0328
 NZ0328  NGVD 29 (??/??/92) 1363.749  (m)         4474.23   (f) ADJ UNCH    2 0
 NZ0328
 NZ0328.Superseded values are not recommended for survey control.
 NZ0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0328.See file dsdata.txt to determine how the superseded data were derived.
 NZ0328
 NZ0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN181450(NAD 83)
 NZ0328_MARKER: N = NAIL
 NZ0328_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NZ0328_SP_SET: FIR TREE
 NZ0328_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0328
 NZ0328  HISTORY     - Date     Condition        Report By
 NZ0328  HISTORY     - UNK      MONUMENTED       USGS
 NZ0328  HISTORY     - 1969     MARK NOT FOUND   NGS
 NZ0328
 NZ0328                          STATION DESCRIPTION
 NZ0328
 NZ0328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 NZ0328'3.7 MI SW FROM FAWN CAMP.
 NZ0328'3.7 MILES SOUTHWEST ALONG THE SUMMIT GUARD STATION ROAD FROM FAWN
 NZ0328'CAMP, AT SECTION LINES 24 AND 25, 25 FEET NORTH OF THE NORTHEAST END
 NZ0328'OF A 6-INCH WOODEN CULVERT UNDER THE ROAD, 12 FEET EAST OF THE CENTER
 NZ0328'OF THE ROAD, ABOUT LEVEL WITH THE ROAD, AND DRIVEN IN THE WEST BASE OF
 NZ0328'A 40-INCH FIR TREE MARKED BY THE WHITE PAINTED LETTERS USBM 4473.9.
 NZ0328'NOTE-- THE TREE STILL STANDS, AND THE PAINT IS STILL VISIBLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0381 ***********************************************************************
 PC0381  DESIGNATION -  449
 PC0381  PID         -  PC0381
 PC0381  STATE/COUNTY-  OR/DOUGLAS
 PC0381  USGS QUAD   -  WINCHESTER (1987)
 PC0381
 PC0381                         *CURRENT SURVEY CONTROL
 PC0381  ___________________________________________________________________
 PC0381* NAD 83(1986)-  43 16 49.     (N)    123 21 24.     (W)     SCALED    
 PC0381* NAVD 88     -       138.164  (meters)     453.29   (feet)  ADJUSTED  
 PC0381  ___________________________________________________________________
 PC0381  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 PC0381  DYNAMIC HT  -         138.136 (meters)     453.20  (feet)  COMP
 PC0381  MODELED GRAV-     980,418.8   (mgal)                       NAVD 88
 PC0381
 PC0381  VERT ORDER  -  FIRST     CLASS II
 PC0381
 PC0381.The horizontal coordinates were scaled from a topographic map and have
 PC0381.an estimated accuracy of +/- 6 seconds.
 PC0381
 PC0381.The orthometric height was determined by differential leveling
 PC0381.and adjusted in June 1991.
 PC0381
 PC0381.The geoid height was determined by GEOID03.
 PC0381
 PC0381.The dynamic height is computed by dividing the NAVD 88
 PC0381.geopotential number by the normal gravity value computed on the
 PC0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0381.degrees latitude (g = 980.6199 gals.).
 PC0381
 PC0381.The modeled gravity was interpolated from observed gravity values.
 PC0381
 PC0381;                    North         East    Units  Estimated Accuracy
 PC0381;SPC OR S     -   183,200.    1,268,200.      MT  (+/- 180 meters Scaled)
 PC0381
 PC0381                          SUPERSEDED SURVEY CONTROL
 PC0381
 PC0381  NGVD 29 (??/??/92)  137.098  (m)          449.80   (f) ADJ UNCH    1 2
 PC0381
 PC0381.Superseded values are not recommended for survey control.
 PC0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0381.See file dsdata.txt to determine how the superseded data were derived.
 PC0381
 PC0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN710920(NAD 83)
 PC0381_MARKER: DD = SURVEY DISK
 PC0381_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PC0381_SP_SET: PIER
 PC0381_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PC0381
 PC0381  HISTORY     - Date     Condition        Report By
 PC0381  HISTORY     - UNK      MONUMENTED       USGS
 PC0381  HISTORY     - 1954     GOOD             NGS
 PC0381  HISTORY     - 19860425 GOOD             USPSQD
 PC0381  HISTORY     - 1987     GOOD             USPSQD
 PC0381  HISTORY     - 1987     MARK NOT FOUND   NGS
 PC0381
 PC0381                          STATION DESCRIPTION
 PC0381
 PC0381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 PC0381'5.4 MI N FROM ROSEBURG.
 PC0381'5.4 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 PC0381'STATION AT ROSEBURG, 1 1/4 TELEPHONE POLES NORTHWEST OF MILEPOLE 578,
 PC0381'AT WINCHESTER, AT A STEEL BRIDGE OVER NORTH UMPQUA RIVER, IN THE TOP
 PC0381'OF THE FIRST CONCRETE PIER NORTHWEST OF THE SOUTHEAST END OF THE
 PC0381'BRIDGE, 7.2 FEET NORTHEAST OF THE SOUTHWEST END OF THE PIER, 3.3 FEET
 PC0381'SOUTHWEST OF THE SOUTHWEST RAIL, AND ABOUT 6 FEET LOWER THAN THE
 PC0381'TRACK.
 PC0381
 PC0381                          STATION RECOVERY (1986)
 PC0381
 PC0381'RECOVERY NOTE BY US POWER SQUADRON 1986 (RCC)
 PC0381'RECOVERED IN GOOD CONDITION.
 PC0381
 PC0381                          STATION RECOVERY (1987)
 PC0381
 PC0381'RECOVERY NOTE BY US POWER SQUADRON 1987 (KRN)
 PC0381'RECOVERED IN GOOD CONDITION.
 PC0381
 PC0381                          STATION RECOVERY (1987)
 PC0381
 PC0381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PC0381'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0867 ***********************************************************************
 QE0867  DESIGNATION -  449 B
 QE0867  PID         -  QE0867
 QE0867  STATE/COUNTY-  OR/LANE
 QE0867  USGS QUAD   -  EUGENE EAST (1986)
 QE0867
 QE0867                         *CURRENT SURVEY CONTROL
 QE0867  ___________________________________________________________________
 QE0867* NAD 83(1986)-  44 02 50.     (N)    123 04 35.     (W)     SCALED    
 QE0867* NAVD 88     -       138.224  (meters)     453.49   (feet)  ADJUSTED  
 QE0867  ___________________________________________________________________
 QE0867  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 QE0867  DYNAMIC HT  -         138.204 (meters)     453.42  (feet)  COMP
 QE0867  MODELED GRAV-     980,476.5   (mgal)                       NAVD 88
 QE0867
 QE0867  VERT ORDER  -  FIRST     CLASS II
 QE0867
 QE0867.The horizontal coordinates were scaled from a topographic map and have
 QE0867.an estimated accuracy of +/- 6 seconds.
 QE0867
 QE0867.The orthometric height was determined by differential leveling
 QE0867.and adjusted in June 1991.
 QE0867
 QE0867.The geoid height was determined by GEOID03.
 QE0867
 QE0867.The dynamic height is computed by dividing the NAVD 88
 QE0867.geopotential number by the normal gravity value computed on the
 QE0867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0867.degrees latitude (g = 980.6199 gals.).
 QE0867
 QE0867.The modeled gravity was interpolated from observed gravity values.
 QE0867
 QE0867;                    North         East    Units  Estimated Accuracy
 QE0867;SPC OR S     -   267,630.    1,293,550.      MT  (+/- 180 meters Scaled)
 QE0867
 QE0867                          SUPERSEDED SURVEY CONTROL
 QE0867
 QE0867  NGVD 29 (??/??/92)  137.124  (m)          449.88   (f) ADJ UNCH    1 2
 QE0867
 QE0867.Superseded values are not recommended for survey control.
 QE0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0867.See file dsdata.txt to determine how the superseded data were derived.
 QE0867
 QE0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP938771(NAD 83)
 QE0867_MARKER: DD = SURVEY DISK
 QE0867_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QE0867_SP_SET: BUILDING
 QE0867_STAMPING: 449 B 1903
 QE0867_MARK LOGO: USGS  
 QE0867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0867+STABILITY: SURFACE MOTION
 QE0867_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QE0867+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2008
 QE0867
 QE0867  HISTORY     - Date     Condition        Report By
 QE0867  HISTORY     - 1903     MONUMENTED       USGS
 QE0867  HISTORY     - 1920     GOOD             NGS
 QE0867  HISTORY     - 1954     MARK NOT FOUND   USGS
 QE0867  HISTORY     - 1987     GOOD             NGS
 QE0867  HISTORY     - 19890707 GOOD             OR-039
 QE0867  HISTORY     - 20070830 GOOD             NGS
 QE0867  HISTORY     - 20080207 GOOD             GEOCAC
 QE0867
 QE0867                          STATION DESCRIPTION
 QE0867
 QE0867'DESCRIBED BY NATIONAL GEODETIC SURVEY 1920
 QE0867'IN EUGENE.
 QE0867'IN THE UNIVERSITY OF OREGON CAMPUS GROUNDS, ON THE SOUTHEAST FACE OF
 QE0867'VILLARD HALL, 2 INCHES BELOW THE DATE 1885.
 QE0867
 QE0867                          STATION RECOVERY (1954)
 QE0867
 QE0867'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 QE0867'MARK NOT FOUND.
 QE0867
 QE0867                          STATION RECOVERY (1987)
 QE0867
 QE0867'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE0867'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  IN EUGENE, AT
 QE0867'THE INTERSECTION OF EAST 13TH AVENUE AND KINCAID STREET, SET
 QE0867'VERTICALLY IN THE NORTH FACE OF THE NORTHEAST CORNER OF THE GRAINATE
 QE0867'FOUNDATION WALL OF VILLARD HALL, ON THE CAMPUS OF UNIVERSITY OF
 QE0867'OREGON, 187.5 M (615.2 FT) NORTH OF THE CENTERLINE OF THE AVENUE,
 QE0867'182.3 M (598.1 FT) EAST OF THE CENTERLINE OF THE STREET, 0.3 M
 QE0867'(1.0 FT) WEST OF THE NORTHEAST CORNER OF THE BUILDING, AND 0.1 M
 QE0867'(0.3 FT) BELOW THE DATE 1885.  NOTE--THIS MARK WAS ERROROUSLY REPORTED
 QE0867'DESTROYED.
 QE0867'THE MARK IS 0.8 M ABOVE THE GROUND.
 QE0867
 QE0867                          STATION RECOVERY (1989)
 QE0867
 QE0867'RECOVERY NOTE BY LANE COUNTY OREGON 1989
 QE0867'RECOVERED IN GOOD CONDITION.
 QE0867
 QE0867                          STATION RECOVERY (2007)
 QE0867
 QE0867'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2007 (DW)
 QE0867'RECOVERED IN GOOD CONDITION.
 QE0867
 QE0867                          STATION RECOVERY (2008)
 QE0867
 QE0867'RECOVERY NOTE BY GEOCACHING 2008 (AS)
 QE0867'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0567 ***********************************************************************
 PB0567  DESIGNATION -  45
 PB0567  PID         -  PB0567
 PB0567  STATE/COUNTY-  OR/LAKE
 PB0567  USGS QUAD   -  GLASS BUTTE (1983)
 PB0567
 PB0567                         *CURRENT SURVEY CONTROL
 PB0567  ___________________________________________________________________
 PB0567* NAD 83(1986)-  43 35 17.     (N)    120 04 21.     (W)     SCALED    
 PB0567* NAVD 88     -      1410.157  (meters)    4626.49   (feet)  ADJUSTED  
 PB0567  ___________________________________________________________________
 PB0567  GEOID HEIGHT-         -19.62  (meters)                     GEOID03
 PB0567  DYNAMIC HT  -        1409.466 (meters)    4624.22  (feet)  COMP
 PB0567  MODELED GRAV-     980,080.0   (mgal)                       NAVD 88
 PB0567
 PB0567  VERT ORDER  -  FIRST     CLASS II
 PB0567
 PB0567.The horizontal coordinates were scaled from a topographic map and have
 PB0567.an estimated accuracy of +/- 6 seconds.
 PB0567
 PB0567.The orthometric height was determined by differential leveling
 PB0567.and adjusted in June 1991.
 PB0567
 PB0567.The geoid height was determined by GEOID03.
 PB0567
 PB0567.The dynamic height is computed by dividing the NAVD 88
 PB0567.geopotential number by the normal gravity value computed on the
 PB0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0567.degrees latitude (g = 980.6199 gals.).
 PB0567
 PB0567.The modeled gravity was interpolated from observed gravity values.
 PB0567
 PB0567;                    North         East    Units  Estimated Accuracy
 PB0567;SPC OR S     -   213,520.    1,534,520.      MT  (+/- 180 meters Scaled)
 PB0567
 PB0567                          SUPERSEDED SURVEY CONTROL
 PB0567
 PB0567.No superseded survey control is available for this station.
 PB0567
 PB0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGP363302(NAD 83)
 PB0567_MARKER: DD = SURVEY DISK
 PB0567_SETTING: 66 = SET IN ROCK OUTCROP
 PB0567_SP_SET: ROCK
 PB0567_STAMPING: 45 1927 4623
 PB0567_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PB0567+STABILITY: POSITION/ELEVATION WELL
 PB0567
 PB0567  HISTORY     - Date     Condition        Report By
 PB0567  HISTORY     - 1927     MONUMENTED       ORDT
 PB0567  HISTORY     - 1943     GOOD             NGS
 PB0567
 PB0567                          STATION DESCRIPTION
 PB0567
 PB0567'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PB0567'10.9 MI SE FROM HAMPTON.
 PB0567'THIS MARK IS ABOUT 10.9 MILES SOUTHEAST ALONG U.S. HIGHWAY 20 FROM
 PB0567'HAMPTON, DESCHUTES COUNTY, ABOUT 200 FEET EAST OF THE SUMMIT OF A
 PB0567'HILL, SET IN THE TOP OF A BOULDER, ABOUT 96 FEET SOUTH OF THE CENTER
 PB0567'LINE OF THE HIGHWAY, 4.0 FEET SOUTHWEST OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3270 ***********************************************************************
 RD3270  DESIGNATION -  45
 RD3270  PID         -  RD3270
 RD3270  STATE/COUNTY-  OR/MULTNOMAH
 RD3270  USGS QUAD   -  PORTLAND (1990)
 RD3270
 RD3270                         *CURRENT SURVEY CONTROL
 RD3270  ___________________________________________________________________
 RD3270* NAD 83(1991)-  45 33 09.38018(N)    122 41 43.88752(W)     ADJUSTED  
 RD3270* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 RD3270  ___________________________________________________________________
 RD3270  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 RD3270  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 RD3270  HORZ ORDER  -  THIRD
 RD3270
 RD3270.The horizontal coordinates were established by classical geodetic methods
 RD3270.and adjusted by the National Geodetic Survey in October 1991.
 RD3270
 RD3270.The orthometric height was scaled from a topographic map.
 RD3270
 RD3270.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3270
 RD3270.The geoid height was determined by GEOID03.
 RD3270
 RD3270;                    North         East     Units Scale Factor Converg.
 RD3270;SPC OR N     -   211,899.632 2,328,597.268   MT  0.99991700   -1 33 25.3
 RD3270;SPC OR N     -   695,208.77  7,639,754.82   iFT  0.99991700   -1 33 25.3
 RD3270;SPC WA S     -    26,758.744   328,571.147   MT  1.00007543   -1 35 41.4
 RD3270;SPC WA S     -    87,790.98  1,077,987.17   sFT  1.00007543   -1 35 41.4
 RD3270;UTM  10      - 5,044,385.941   523,765.548   MT  0.99960694   +0 13 02.5
 RD3270
 RD3270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3270!SPC OR N     -   1.00000247  x   0.99991700  =   0.99991947
 RD3270!SPC WA S     -   1.00000247  x   1.00007543  =   1.00007790
 RD3270!UTM  10      -   1.00000247  x   0.99960694  =   0.99960941
 RD3270
 RD3270:                Primary Azimuth Mark                     Grid Az
 RD3270:SPC OR N     -  W                                        012 02 11.6
 RD3270:SPC WA S     -  W                                        012 04 27.7
 RD3270:UTM  10      -  W                                        010 15 43.8
 RD3270
 RD3270|---------------------------------------------------------------------|
 RD3270| PID    Reference Object                     Distance      Geod. Az  |
 RD3270|                                                           dddmmss.s |
 RD3270| RD2996 W                                   APPROX. 0.5 KM 0102846.3 |
 RD3270| RD3273 47                                  APPROX. 0.6 KM 1542943.1 |
 RD3270|---------------------------------------------------------------------|
 RD3270
 RD3270                          SUPERSEDED SURVEY CONTROL
 RD3270
 RD3270  NAD 83(1986)-  45 33 09.39911(N)    122 41 43.89148(W) AD(       ) 3
 RD3270  NAD 27      -  45 33 09.97500(N)    122 41 39.53500(W) AD(       ) 3
 RD3270
 RD3270.Superseded values are not recommended for survey control.
 RD3270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3270.See file dsdata.txt to determine how the superseded data were derived.
 RD3270
 RD3270_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER2376644386(NAD 83)
 RD3270
 RD3270  HISTORY     - Date     Condition        Report By
 RD3270  HISTORY     - 1906     MONUMENTED       USE
 RD3270  HISTORY     - 1954     SEE DESCRIPTION  CGS
 RD3270  HISTORY     - 1959     SEE DESCRIPTION  CGS
 RD3270
 RD3270                          STATION DESCRIPTION
 RD3270
 RD3270'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (FN)
 RD3270'LOST.
 RD3270'
 RD3270'THE PORTLAND DISTRICT U.S. ENGINEERS HAVE NOT USED THE STATION
 RD3270'IN RECENT YEARS AND CANNOT AID IN ITS RECOVERY.  BECAUSE OF THE
 RD3270'EXTENSIVE INSTRUMENT WORK AND COMPUTATIONS REQUIRED FOR A
 RD3270'DOUBTFUL RECOVERY, IT IS RECOMMENDED THAT THE STATION BE
 RD3270'CONSIDERED LOST.
 RD3270
 RD3270                          STATION RECOVERY (1959)
 RD3270
 RD3270'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (ANS)
 RD3270'STATION IS LOST.
 RD3270'
 RD3270'THERE IS NO DESCRIPTION FOR THE STATION EXCEPT THAT IT IS MARKED BY
 RD3270'A PIPE.  THE GEOGRAPHIC POSITION OF THE STATION WAS PLOTTED ON
 RD3270'1947 PLANIMETRIC MAP, PORTLAND NO. 17, AND THE AREA THUS LOCATED
 RD3270'WAS VISITED.  A TWENTY MINUTE SEARCH REVEALED NO SIGNS OF A
 RD3270'PIPE.  IT IS PROBABLE THAT THE STATION HAS BEEN DESTROYED DURING
 RD3270'RAILROAD CONSTRUCTION IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3271 ***********************************************************************
 RD3271  DESIGNATION -  45 2
 RD3271  PID         -  RD3271
 RD3271  STATE/COUNTY-  OR/MULTNOMAH
 RD3271  USGS QUAD   -  PORTLAND (1990)
 RD3271
 RD3271                         *CURRENT SURVEY CONTROL
 RD3271  ___________________________________________________________________
 RD3271* NAD 83(1991)-  45 33 10.71961(N)    122 41 45.30640(W)     ADJUSTED  
 RD3271* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 RD3271  ___________________________________________________________________
 RD3271  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 RD3271  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 RD3271  HORZ ORDER  -  THIRD
 RD3271
 RD3271.The horizontal coordinates were established by classical geodetic methods
 RD3271.and adjusted by the National Geodetic Survey in October 1991.
 RD3271
 RD3271.The orthometric height was scaled from a topographic map.
 RD3271
 RD3271.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3271
 RD3271.The geoid height was determined by GEOID03.
 RD3271
 RD3271;                    North         East     Units Scale Factor Converg.
 RD3271;SPC OR N     -   211,941.801 2,328,567.629   MT  0.99991705   -1 33 26.3
 RD3271;SPC OR N     -   695,347.12  7,639,657.58   iFT  0.99991705   -1 33 26.3
 RD3271;SPC WA S     -    26,800.940   328,541.532   MT  1.00007531   -1 35 42.4
 RD3271;SPC WA S     -    87,929.42  1,077,890.01   sFT  1.00007531   -1 35 42.4
 RD3271;UTM  10      - 5,044,427.160   523,734.627   MT  0.99960693   +0 13 01.5
 RD3271
 RD3271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3271!SPC OR N     -   1.00000247  x   0.99991705  =   0.99991952
 RD3271!SPC WA S     -   1.00000247  x   1.00007531  =   1.00007778
 RD3271!UTM  10      -   1.00000247  x   0.99960693  =   0.99960940
 RD3271
 RD3271:                Primary Azimuth Mark                     Grid Az
 RD3271:SPC OR N     -  47                                       155 13 23.9
 RD3271:SPC WA S     -  47                                       155 15 40.0
 RD3271:UTM  10      -  47                                       153 26 56.1
 RD3271
 RD3271|---------------------------------------------------------------------|
 RD3271| PID    Reference Object                     Distance      Geod. Az  |
 RD3271|                                                           dddmmss.s |
 RD3271| RD3273 47                                  APPROX. 0.7 KM 1533957.6 |
 RD3271|---------------------------------------------------------------------|
 RD3271
 RD3271                          SUPERSEDED SURVEY CONTROL
 RD3271
 RD3271  NAD 83(1986)-  45 33 10.73855(N)    122 41 45.31035(W) AD(       ) 3
 RD3271  NAD 27      -  45 33 11.31400(N)    122 41 40.95800(W) AD(       ) 3
 RD3271
 RD3271.Superseded values are not recommended for survey control.
 RD3271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3271.See file dsdata.txt to determine how the superseded data were derived.
 RD3271
 RD3271_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER2373544427(NAD 83)
 RD3271
 RD3271  HISTORY     - Date     Condition        Report By
 RD3271  HISTORY     - 1906     MONUMENTED       USE
 RD3271  HISTORY     - 1954     SEE DESCRIPTION  CGS
 RD3271  HISTORY     - 1959     SEE DESCRIPTION  CGS
 RD3271
 RD3271                          STATION DESCRIPTION
 RD3271
 RD3271'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (FN)
 RD3271'LOST.
 RD3271'
 RD3271'THE PORTLAND DISTRICT U.S. ENGINEERS HAVE NOT USED THE STATION
 RD3271'IN RECENT YEARS AND CANNOT AID IN ITS RECOVERY.  BECAUSE OF THE
 RD3271'EXTENSIVE INSTRUMENT WORK AND COMPUTATIONS REQUIRED FOR A
 RD3271'DOUBTFUL RECOVERY, IT IS RECOMMENDED THAT THE STATION BE
 RD3271'CONSIDERED LOST.
 RD3271
 RD3271                          STATION RECOVERY (1959)
 RD3271
 RD3271'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (ANS)
 RD3271'STATION IS LOST.
 RD3271'
 RD3271'THERE IS NO DESCRIPTION OF THIS STATION AND IT WAS MARKED IN A
 RD3271'TEMPORARY MANNER.  THE GEOGRAPHIC POSITION OF THE STATION WAS
 RD3271'PLOTTED ON A 1947 PLANIMETRIC MAP, PORTLAND NO. 17, AND THE AREA
 RD3271'THUS LOCATED WAS VISITED.  FILL HAS BEEN ADDED IN THIS AREA AND
 RD3271'THE RAILROAD TRACKS HAVE BEEN RELOCATED.  THERE WAS NO SIGN OF
 RD3271'ANY KIND OF A MARK, AND IT IS PROBABLE THAT THE STATION HAS BEEN
 RD3271'DESTROYED DURING CONSTRUCTION WORK IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1067 ***********************************************************************
 QE1067  DESIGNATION -  45 A 2 B 1
 QE1067  PID         -  QE1067
 QE1067  STATE/COUNTY-  OR/LINCOLN
 QE1067  USGS QUAD   -  WALDPORT (1984)
 QE1067
 QE1067                         *CURRENT SURVEY CONTROL
 QE1067  ___________________________________________________________________
 QE1067* NAD 83(1986)-  44 29 57.     (N)    124 04 54.     (W)     SCALED    
 QE1067* NAVD 88     -        21.300  (meters)      69.88   (feet)  ADJUSTED  
 QE1067  ___________________________________________________________________
 QE1067  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 QE1067  DYNAMIC HT  -          21.299 (meters)      69.88  (feet)  COMP
 QE1067  MODELED GRAV-     980,569.2   (mgal)                       NAVD 88
 QE1067
 QE1067  VERT ORDER  -  FIRST     CLASS II
 QE1067
 QE1067.The horizontal coordinates were scaled from a topographic map and have
 QE1067.an estimated accuracy of +/- 6 seconds.
 QE1067
 QE1067.The orthometric height was determined by differential leveling
 QE1067.and adjusted in June 1991.
 QE1067
 QE1067.The geoid height was determined by GEOID03.
 QE1067
 QE1067.The dynamic height is computed by dividing the NAVD 88
 QE1067.geopotential number by the normal gravity value computed on the
 QE1067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1067.degrees latitude (g = 980.6199 gals.).
 QE1067
 QE1067.The modeled gravity was interpolated from observed gravity values.
 QE1067
 QE1067;                    North         East    Units  Estimated Accuracy
 QE1067;SPC OR N     -    98,820.    2,215,250.      MT  (+/- 180 meters Scaled)
 QE1067
 QE1067                          SUPERSEDED SURVEY CONTROL
 QE1067
 QE1067.No superseded survey control is available for this station.
 QE1067
 QE1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ140278(NAD 83)
 QE1067_MARKER: DD = SURVEY DISK
 QE1067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE1067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE1067_STAMPING: 67 5A2B1 4 1931
 QE1067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE1067+STABILITY: SURFACE MOTION
 QE1067
 QE1067  HISTORY     - Date     Condition        Report By
 QE1067  HISTORY     - 1931     MONUMENTED       BPR
 QE1067  HISTORY     - 1931     GOOD             NGS
 QE1067  HISTORY     - 1955     MARK NOT FOUND   NGS
 QE1067
 QE1067                          STATION DESCRIPTION
 QE1067
 QE1067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 QE1067'5.4 MI N FROM WALDPORT.
 QE1067'ABOUT 5.4 MILES NORTH OF WALDPORT.  40 FEET EAST OF CENTERLINE OF
 QE1067'HIGHWAY AT STATION NO. 1117 PLUS 714.
 QE1067
 QE1067                          STATION RECOVERY (1955)
 QE1067
 QE1067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 QE1067'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0260 ***********************************************************************
 RD0260  DESIGNATION -  45 B
 RD0260  PID         -  RD0260
 RD0260  STATE/COUNTY-  OR/CLACKAMAS
 RD0260  USGS QUAD   -  OREGON CITY (1985)
 RD0260
 RD0260                         *CURRENT SURVEY CONTROL
 RD0260  ___________________________________________________________________
 RD0260* NAD 83(1986)-  45 22 23.     (N)    122 35 10.     (W)     SCALED    
 RD0260* NAVD 88     -        15.114  (meters)      49.59   (feet)  POSTED    
 RD0260  ___________________________________________________________________
 RD0260  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 RD0260  DYNAMIC HT  -          15.110 (meters)      49.57  (feet)  COMP
 RD0260  MODELED GRAV-     980,617.9   (mgal)                       NAVD 88
 RD0260
 RD0260  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 RD0260
 RD0260.The horizontal coordinates were scaled from a topographic map and have
 RD0260.an estimated accuracy of +/- 6 seconds.
 RD0260
 RD0260.The orthometric height was determined by differential leveling
 RD0260.and adjusted by the  in 1992.
 RD0260.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 RD0260.rate of 0.0 thru 1.0 mm/km.
 RD0260
 RD0260.The geoid height was determined by GEOID03.
 RD0260
 RD0260.The dynamic height is computed by dividing the NAVD 88
 RD0260.geopotential number by the normal gravity value computed on the
 RD0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0260.degrees latitude (g = 980.6199 gals.).
 RD0260
 RD0260.The modeled gravity was interpolated from observed gravity values.
 RD0260
 RD0260;                    North         East    Units  Estimated Accuracy
 RD0260;SPC OR N     -   191,730.    2,336,620.      MT  (+/- 180 meters Scaled)
 RD0260
 RD0260                          SUPERSEDED SURVEY CONTROL
 RD0260
 RD0260  NGVD 29 (??/??/92)   14.068  (m)           46.15   (f) ADJ UNCH    1 2
 RD0260
 RD0260.Superseded values are not recommended for survey control.
 RD0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0260.See file dsdata.txt to determine how the superseded data were derived.
 RD0260
 RD0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER324244(NAD 83)
 RD0260_MARKER: P = PIPE CAP
 RD0260_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RD0260_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RD0260_STAMPING: 45 B 1903
 RD0260_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0260
 RD0260  HISTORY     - Date     Condition        Report By
 RD0260  HISTORY     - 1903     MONUMENTED       USGS
 RD0260  HISTORY     - 1934     GOOD             NGS
 RD0260  HISTORY     - 1954     MARK NOT FOUND   USGS
 RD0260
 RD0260                          STATION DESCRIPTION
 RD0260
 RD0260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RD0260'1.5 MI N FROM OREGON CITY.
 RD0260'ABOUT 1.5 MILES NORTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM
 RD0260'OREGON CITY, CLACKAMAS COUNTY, ABOUT 800 FEET SOUTH OF PARK PLACE
 RD0260'STATION, 100 FEET EAST OF A SHARP CURVE IN THE HIGHWAY, 75 FEET SOUTH
 RD0260'OF AN ABANDONED ROAD CROSSING, 52 FEET SOUTH OF A CATTLE GUARD, 21
 RD0260'FEET EAST OF THE TRACK CENTER LINE.  A UNITED STATES GEOLOGICAL SURVEY
 RD0260'STANDARD CAP STAMPED 45 B 1903 AND RIVETED TO A 3 1/2 INCH IRON PIPE
 RD0260'ENCASED IN CONCRETE.
 RD0260
 RD0260                          STATION RECOVERY (1954)
 RD0260
 RD0260'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 RD0260'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0649 ***********************************************************************
 NW0649  DESIGNATION -  45 BKC
 NW0649  PID         -  NW0649
 NW0649  STATE/COUNTY-  OR/MALHEUR
 NW0649  USGS QUAD   -  BOWDEN RANCH (1979)
 NW0649
 NW0649                         *CURRENT SURVEY CONTROL
 NW0649  ___________________________________________________________________
 NW0649* NAD 83(1986)-  42 33 52.     (N)    117 41 48.     (W)     SCALED    
 NW0649* NAVD 88     -      1256.094  (meters)    4121.04   (feet)  ADJUSTED  
 NW0649  ___________________________________________________________________
 NW0649  GEOID HEIGHT-         -18.19  (meters)                     GEOID03
 NW0649  DYNAMIC HT  -        1255.397 (meters)    4118.75  (feet)  COMP
 NW0649  MODELED GRAV-     980,022.6   (mgal)                       NAVD 88
 NW0649
 NW0649  VERT ORDER  -  SECOND    CLASS 0
 NW0649
 NW0649.The horizontal coordinates were scaled from a topographic map and have
 NW0649.an estimated accuracy of +/- 6 seconds.
 NW0649
 NW0649.The orthometric height was determined by differential leveling
 NW0649.and adjusted in August 1995.
 NW0649
 NW0649.The geoid height was determined by GEOID03.
 NW0649
 NW0649.The dynamic height is computed by dividing the NAVD 88
 NW0649.geopotential number by the normal gravity value computed on the
 NW0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0649.degrees latitude (g = 980.6199 gals.).
 NW0649
 NW0649.The modeled gravity was interpolated from observed gravity values.
 NW0649
 NW0649;                    North         East    Units  Estimated Accuracy
 NW0649;SPC OR S     -   103,580.    1,730,140.      MT  (+/- 180 meters Scaled)
 NW0649
 NW0649                          SUPERSEDED SURVEY CONTROL
 NW0649
 NW0649.No superseded survey control is available for this station.
 NW0649
 NW0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH428126(NAD 83)
 NW0649_MARKER: DB = BENCH MARK DISK
 NW0649_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0649_SP_SET: COPPER-CLAD STEEL ROD
 NW0649_STAMPING: 45 BKC 1973 4117
 NW0649_MARK LOGO: USGS  
 NW0649_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0649_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0649_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0649+SATELLITE: SATELLITE OBSERVATIONS - 1973
 NW0649
 NW0649  HISTORY     - Date     Condition        Report By
 NW0649  HISTORY     - 1973     MONUMENTED       USGS
 NW0649
 NW0649                          STATION DESCRIPTION
 NW0649
 NW0649'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 NW0649'FROM BURNS JUNCTION, OREGON PROCEED 12.6 MILES SOUTH ALONG U S
 NW0649'HIGHWAY 95, THENCE 9.5 MILES EAST ALONG A GRAVEL ROAD, ACROSS THE
 NW0649'ROAD FROM A BLADED AREA FOR A SMALL POND SITE, 53 FEET SOUTH OF THE
 NW0649'CENTERLINE OF THE ROAD, SET ON A 5/8-INCH COPPER-COATED ROD DRIVEN TO
 NW0649'REFUSAL (ROD DEPTH UNKNOWN) WITH THE TOP ENCASED IN 6-INCH DRAINPIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0316 ***********************************************************************
 NX0316  DESIGNATION -  45 FMK
 NX0316  PID         -  NX0316
 NX0316  STATE/COUNTY-  OR/HARNEY
 NX0316  USGS QUAD   -  KEG SPRS VALLEY WEST (1971)
 NX0316
 NX0316                         *CURRENT SURVEY CONTROL
 NX0316  ___________________________________________________________________
 NX0316* NAD 83(1986)-  42 58 45.     (N)    119 08 47.     (W)     SCALED    
 NX0316* NAVD 88     -      1549.325  (meters)    5083.08   (feet)  ADJUSTED  
 NX0316  ___________________________________________________________________
 NX0316  GEOID HEIGHT-         -19.28  (meters)                     GEOID03
 NX0316  DYNAMIC HT  -        1548.420 (meters)    5080.11  (feet)  COMP
 NX0316  MODELED GRAV-     979,981.9   (mgal)                       NAVD 88
 NX0316
 NX0316  VERT ORDER  -  SECOND    CLASS 0
 NX0316
 NX0316.The horizontal coordinates were scaled from a topographic map and have
 NX0316.an estimated accuracy of +/- 6 seconds.
 NX0316
 NX0316.The orthometric height was determined by differential leveling
 NX0316.and adjusted in August 1995.
 NX0316
 NX0316.The geoid height was determined by GEOID03.
 NX0316
 NX0316.The dynamic height is computed by dividing the NAVD 88
 NX0316.geopotential number by the normal gravity value computed on the
 NX0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0316.degrees latitude (g = 980.6199 gals.).
 NX0316
 NX0316.The modeled gravity was interpolated from observed gravity values.
 NX0316
 NX0316;                    North         East    Units  Estimated Accuracy
 NX0316;SPC OR S     -   146,690.    1,610,400.      MT  (+/- 180 meters Scaled)
 NX0316
 NX0316                          SUPERSEDED SURVEY CONTROL
 NX0316
 NX0316.No superseded survey control is available for this station.
 NX0316
 NX0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH249607(NAD 83)
 NX0316_MARKER: DB = BENCH MARK DISK
 NX0316_SETTING: 80 = SET IN A BOULDER
 NX0316_SP_SET: BOULDER
 NX0316_STAMPING: 45 FMK 1970 5079
 NX0316_MARK LOGO: USGS  
 NX0316_MAGNETIC: N = NO MAGNETIC MATERIAL
 NX0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NX0316+STABILITY: SURFACE MOTION
 NX0316
 NX0316  HISTORY     - Date     Condition        Report By
 NX0316  HISTORY     - 1970     MONUMENTED       USGS
 NX0316
 NX0316                          STATION DESCRIPTION
 NX0316
 NX0316'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NX0316'FROM THE WINDMILL (T29S R27E SEC 32), PROCEED 0.3 MILE SOUTH ALONG A
 NX0316'DIRT ROAD TO A ROAD FORK, THENCE 0.6 MILE NORTHEAST ALONG A DIRT ROAD
 NX0316'TO A ROAD JUNCTION, THENCE 23.9 MILES SOUTHEAST ALONG THE DIRT ROAD
 NX0316'TO MATTIES ARK AND FOSTER LAKE, 25 FEET SOUTH OF THE CENTERLINE OF
 NX0316'THE ROAD, WITNESS POST SET AT BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0361 ***********************************************************************
 NX0361  DESIGNATION -  45 LRC
 NX0361  PID         -  NX0361
 NX0361  STATE/COUNTY-  OR/HARNEY
 NX0361  USGS QUAD   -  STEAMBOAT POINT (1980)
 NX0361
 NX0361                         *CURRENT SURVEY CONTROL
 NX0361  ___________________________________________________________________
 NX0361* NAD 83(1986)-  42 49 36.     (N)    119 34 16.     (W)     SCALED    
 NX0361* NAVD 88     -      1411.959  (meters)    4632.40   (feet)  ADJUSTED  
 NX0361  ___________________________________________________________________
 NX0361  GEOID HEIGHT-         -19.84  (meters)                     GEOID03
 NX0361  DYNAMIC HT  -        1411.123 (meters)    4629.66  (feet)  COMP
 NX0361  MODELED GRAV-     979,979.7   (mgal)                       NAVD 88
 NX0361
 NX0361  VERT ORDER  -  SECOND    CLASS 0
 NX0361
 NX0361.The horizontal coordinates were scaled from a topographic map and have
 NX0361.an estimated accuracy of +/- 6 seconds.
 NX0361
 NX0361.The orthometric height was determined by differential leveling
 NX0361.and adjusted in August 1995.
 NX0361
 NX0361.The geoid height was determined by GEOID03.
 NX0361
 NX0361.The dynamic height is computed by dividing the NAVD 88
 NX0361.geopotential number by the normal gravity value computed on the
 NX0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0361.degrees latitude (g = 980.6199 gals.).
 NX0361
 NX0361.The modeled gravity was interpolated from observed gravity values.
 NX0361
 NX0361;                    North         East    Units  Estimated Accuracy
 NX0361;SPC OR S     -   129,280.    1,575,950.      MT  (+/- 180 meters Scaled)
 NX0361
 NX0361                          SUPERSEDED SURVEY CONTROL
 NX0361
 NX0361.No superseded survey control is available for this station.
 NX0361
 NX0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKH898447(NAD 83)
 NX0361_MARKER: DB = BENCH MARK DISK
 NX0361_SETTING: 66 = SET IN ROCK OUTCROP
 NX0361_SP_SET: ROCK OUTCROP
 NX0361_STAMPING: 45 LRC 1970 4628
 NX0361_MARK LOGO: USGS  
 NX0361_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NX0361_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NX0361+STABILITY: POSITION/ELEVATION WELL
 NX0361
 NX0361  HISTORY     - Date     Condition        Report By
 NX0361  HISTORY     - 1970     MONUMENTED       USGS
 NX0361
 NX0361                          STATION DESCRIPTION
 NX0361
 NX0361'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NX0361'FROM WAGONTIRE, OREGON, PROCEED 4.5 MILES SOUTHWEST ALONG U S HIGHWAY
 NX0361'395 TO DRY VALLEY ROAD, THENCE 29.7 MILES SOUTH ALONG DRY VALLEY ROAD
 NX0361'TO A ROAD FORK, THENCE 4.8 MILES SOUTH ALONG WARNER VALLEY ROAD TO A
 NX0361'CROSSROADS AT THE EDGE OF WARNER VALLEY, THENCE 6.7 MILES NORTHEAST
 NX0361'ALONG FOSTER LAKE ROAD TO A SUDDEN BREAK IN A LONG, GENTLE SLOPE, 43
 NX0361'FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, 3 FEET NORTH OF A
 NX0361'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0325 ***********************************************************************
 OA0325  DESIGNATION -  45.003
 OA0325  PID         -  OA0325
 OA0325  STATE/COUNTY-  OR/DOUGLAS
 OA0325  USGS QUAD   -  REEDSPORT (1985)
 OA0325
 OA0325                         *CURRENT SURVEY CONTROL
 OA0325  ___________________________________________________________________
 OA0325* NAD 83(1986)-  43 42 24.     (N)    124 05 49.     (W)     SCALED    
 OA0325* NAVD 88     -         6.031  (meters)      19.79   (feet)  ADJUSTED  
 OA0325  ___________________________________________________________________
 OA0325  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 OA0325  DYNAMIC HT  -           6.030 (meters)      19.78  (feet)  COMP
 OA0325  MODELED GRAV-     980,523.0   (mgal)                       NAVD 88
 OA0325
 OA0325  VERT ORDER  -  FIRST     CLASS II
 OA0325
 OA0325.The horizontal coordinates were scaled from a topographic map and have
 OA0325.an estimated accuracy of +/- 6 seconds.
 OA0325
 OA0325.The orthometric height was determined by differential leveling
 OA0325.and adjusted in June 1991.
 OA0325
 OA0325.The geoid height was determined by GEOID03.
 OA0325
 OA0325.The dynamic height is computed by dividing the NAVD 88
 OA0325.geopotential number by the normal gravity value computed on the
 OA0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0325.degrees latitude (g = 980.6199 gals.).
 OA0325
 OA0325.The modeled gravity was interpolated from observed gravity values.
 OA0325
 OA0325;                    North         East    Units  Estimated Accuracy
 OA0325;SPC OR S     -   232,840.    1,210,190.      MT  (+/- 180 meters Scaled)
 OA0325
 OA0325                          SUPERSEDED SURVEY CONTROL
 OA0325
 OA0325  NGVD 29 (??/??/92)    4.941  (m)           16.21   (f) ADJ UNCH    1 2
 OA0325
 OA0325.Superseded values are not recommended for survey control.
 OA0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0325.See file dsdata.txt to determine how the superseded data were derived.
 OA0325
 OA0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP116398(NAD 83)
 OA0325_MARKER: B = BOLT
 OA0325_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OA0325_SP_SET: ABUTMENT
 OA0325_MARK LOGO: NONE  
 OA0325_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OA0325
 OA0325  HISTORY     - Date     Condition        Report By
 OA0325  HISTORY     - UNK      MONUMENTED       SPRR
 OA0325  HISTORY     - 1941     GOOD             NGS
 OA0325  HISTORY     - 1971     GOOD             NGS
 OA0325  HISTORY     - 1987     GOOD             NGS
 OA0325  HISTORY     - 1988     GOOD             USPSQD
 OA0325
 OA0325                          STATION DESCRIPTION
 OA0325
 OA0325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 OA0325'0.2 MI NE FROM REEDSPORT.
 OA0325'ABOUT 0.2 MILE NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 OA0325'REEDSPORT, TOP OF SOUTHWEST ABUTMENT OF PIER 12 OF UMPQUA RIVER BRIDGE
 OA0325'ON UPSTREAM END, NEAR IRON PLATE STAMPED 45.003, A GALVANIZED IRON
 OA0325'BOLT.
 OA0325
 OA0325                          STATION RECOVERY (1971)
 OA0325
 OA0325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 OA0325'RECOVERED IN GOOD CONDITION.
 OA0325
 OA0325                          STATION RECOVERY (1987)
 OA0325
 OA0325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 OA0325'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  0.3 KM
 OA0325'(0.20 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 38 FROM THE JUNCTION OF
 OA0325'U.S. HIGHWAY 101 IN REEDSPORT, THENCE 0.6 KM (0.35 MI) NORTHERLY
 OA0325'ALONG THE SOUTHERN PACIFIC RAILROAD.  ADD--3.2 M (10.5 FT) SOUTHEAST
 OA0325'OF THE NEAR RAIL.  NOTE--NOT LEVELED THIS SURVEY.
 OA0325
 OA0325                          STATION RECOVERY (1988)
 OA0325
 OA0325'RECOVERY NOTE BY US POWER SQUADRON 1988 (AES)
 OA0325'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0327 ***********************************************************************
 OA0327  DESIGNATION -  45.016
 OA0327  PID         -  OA0327
 OA0327  STATE/COUNTY-  OR/DOUGLAS
 OA0327  USGS QUAD   -  REEDSPORT (1985)
 OA0327
 OA0327                         *CURRENT SURVEY CONTROL
 OA0327  ___________________________________________________________________
 OA0327* NAD 83(1986)-  43 42 35.     (N)    124 05 34.     (W)     SCALED    
 OA0327* NAVD 88     -         5.992  (meters)      19.66   (feet)  ADJUSTED  
 OA0327  ___________________________________________________________________
 OA0327  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 OA0327  DYNAMIC HT  -           5.992 (meters)      19.66  (feet)  COMP
 OA0327  MODELED GRAV-     980,522.2   (mgal)                       NAVD 88
 OA0327
 OA0327  VERT ORDER  -  FIRST     CLASS II
 OA0327
 OA0327.The horizontal coordinates were scaled from a topographic map and have
 OA0327.an estimated accuracy of +/- 6 seconds.
 OA0327
 OA0327.The orthometric height was determined by differential leveling
 OA0327.and adjusted in June 1991.
 OA0327.WARNING-Repeat measurements at this control monument indicate possible
 OA0327.vertical movement.
 OA0327
 OA0327.The geoid height was determined by GEOID03.
 OA0327
 OA0327.The dynamic height is computed by dividing the NAVD 88
 OA0327.geopotential number by the normal gravity value computed on the
 OA0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0327.degrees latitude (g = 980.6199 gals.).
 OA0327
 OA0327.The modeled gravity was interpolated from observed gravity values.
 OA0327
 OA0327;                    North         East    Units  Estimated Accuracy
 OA0327;SPC OR S     -   233,160.    1,210,540.      MT  (+/- 180 meters Scaled)
 OA0327
 OA0327                          SUPERSEDED SURVEY CONTROL
 OA0327
 OA0327  NGVD 29 (??/??/92)    4.910  (m)           16.11   (f) ADJ UNCH    1 2
 OA0327
 OA0327.Superseded values are not recommended for survey control.
 OA0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0327.See file dsdata.txt to determine how the superseded data were derived.
 OA0327
 OA0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP119402(NAD 83)
 OA0327_MARKER: B = BOLT
 OA0327_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OA0327_SP_SET: ABUTMENT
 OA0327_MARK LOGO: NONE  
 OA0327_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OA0327
 OA0327  HISTORY     - Date     Condition        Report By
 OA0327  HISTORY     - UNK      MONUMENTED       SPRR
 OA0327  HISTORY     - 1941     GOOD             NGS
 OA0327  HISTORY     - 1971     GOOD             NGS
 OA0327  HISTORY     - 1987     GOOD             NGS
 OA0327
 OA0327                          STATION DESCRIPTION
 OA0327
 OA0327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 OA0327'0.5 MI NE FROM REEDSPORT.
 OA0327'ALONG THE SOUTHERN PACIFIC RAILROAD, TOP OF NORTHEAST ABUTMENT OF PIER
 OA0327'1 OF UMPQUA RIVER BRIDGE ON UPSTREAM END, NEAR IRON PLATE STAMPED
 OA0327'45.016, AND IRON BOLT.
 OA0327
 OA0327                          STATION RECOVERY (1971)
 OA0327
 OA0327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 OA0327'RECOVERED IN GOOD CONDITION.
 OA0327
 OA0327                          STATION RECOVERY (1987)
 OA0327
 OA0327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 OA0327'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  0.3 KM
 OA0327'(0.20 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 38 FROM THE JUNCTION OF
 OA0327'U.S. HIGHWAY 101 IN REEDSPORT, THENCE 1.0 KM (0.60 MI) NORTHEASTERLY
 OA0327'ALONG THE SOUTHERN PACIFIC RAILROAD, A STEEL BOLT IN TOP OF AND 0.3 M
 OA0327'(1.0 FT) NORTHWEST OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE
 OA0327'ABUTMENT OF THE RAILROAD BRIDGE SPANNING THE UMPQUA RIVER, AND 3.1 M
 OA0327'(10.2 FT) SOUTHEAST OF THE NEAR RAIL.
 OA0327'THE MARK IS 2.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0585 ***********************************************************************
 RA0585  DESIGNATION -  45.65 RPPI
 RA0585  PID         -  RA0585
 RA0585  STATE/COUNTY-  OR/WALLOWA
 RA0585  USGS QUAD   -  HICKS SPRING (1990)
 RA0585
 RA0585                         *CURRENT SURVEY CONTROL
 RA0585  ___________________________________________________________________
 RA0585* NAD 83(1986)-  45 35 13.     (N)    117 15 27.     (W)     SCALED    
 RA0585* NAVD 88     -      1310.358  (meters)    4299.07   (feet)  POSTED    
 RA0585  ___________________________________________________________________
 RA0585  GEOID HEIGHT-         -16.40  (meters)                     GEOID03
 RA0585  DYNAMIC HT  -        1309.990 (meters)    4297.86  (feet)  COMP
 RA0585  MODELED GRAV-     980,286.6   (mgal)                       NAVD 88
 RA0585
 RA0585  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 RA0585
 RA0585.The horizontal coordinates were scaled from a topographic map and have
 RA0585.an estimated accuracy of +/- 6 seconds.
 RA0585
 RA0585.The orthometric height was determined by differential leveling
 RA0585.and adjusted by the  in 1992.
 RA0585.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 RA0585.rate of 2.1 thru 3.0 mm/km.
 RA0585
 RA0585.The geoid height was determined by GEOID03.
 RA0585
 RA0585.The dynamic height is computed by dividing the NAVD 88
 RA0585.geopotential number by the normal gravity value computed on the
 RA0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0585.degrees latitude (g = 980.6199 gals.).
 RA0585
 RA0585.The modeled gravity was interpolated from observed gravity values.
 RA0585
 RA0585;                    North         East    Units  Estimated Accuracy
 RA0585;SPC OR N     -   218,460.    2,752,950.      MT  (+/- 180 meters Scaled)
 RA0585
 RA0585                          SUPERSEDED SURVEY CONTROL
 RA0585
 RA0585  NGVD 29 (??/??/92) 1309.141  (m)         4295.07   (f) ADJ UNCH    2 0
 RA0585
 RA0585.Superseded values are not recommended for survey control.
 RA0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0585.See file dsdata.txt to determine how the superseded data were derived.
 RA0585
 RA0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML799481(NAD 83)
 RA0585_MARKER: B = BOLT
 RA0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RA0585_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RA0585_STAMPING: R.P.P.I. 45.65
 RA0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0585+STABILITY: SURFACE MOTION
 RA0585
 RA0585  HISTORY     - Date     Condition        Report By
 RA0585  HISTORY     - UNK      MONUMENTED       ORDT
 RA0585  HISTORY     - 1946     GOOD             NGS
 RA0585
 RA0585                          STATION DESCRIPTION
 RA0585
 RA0585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RA0585'12.3 MI N FROM ENTERPRISE.
 RA0585'ALONG STATE HIGHWAY 3 FROM THE COURTHOUSE AT ENTERPRISE.  ALONG A
 RA0585'RIGHT-OF-WAY FENCE.  ABOUT 0.2 MILE WEST OF A RANCH WEST OF THE
 RA0585'HIGHWAY.  29 FEET WEST OF THE CENTER LINE OF THE HIGHWAY.  8 FEET
 RA0585'SOUTH OF A TELEPHONE POLE.  LEVEL WITH THE HIGHWAY.  PROJECTING 2
 RA0585'INCHES ABOVE THE LEVEL OF THE GROUND AND SET IN THE TOP OF A CONCRETE
 RA0585'POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1515 ***********************************************************************
 RC1515  DESIGNATION -  45.654
 RC1515  PID         -  RC1515
 RC1515  STATE/COUNTY-  OR/MULTNOMAH
 RC1515  USGS QUAD   -  BONNEVILLE DAM (1994)
 RC1515
 RC1515                         *CURRENT SURVEY CONTROL
 RC1515  ___________________________________________________________________
 RC1515* NAD 83(1986)-  45 38 07.     (N)    121 57 20.     (W)     SCALED    
 RC1515* NAVD 88     -        14.989  (meters)      49.18   (feet)  ADJUSTED  
 RC1515  ___________________________________________________________________
 RC1515  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 RC1515  DYNAMIC HT  -          14.989 (meters)      49.18  (feet)  COMP
 RC1515  MODELED GRAV-     980,577.4   (mgal)                       NAVD 88
 RC1515
 RC1515  VERT ORDER  -  FIRST     CLASS II
 RC1515
 RC1515.The horizontal coordinates were scaled from a topographic map and have
 RC1515.an estimated accuracy of +/- 6 seconds.
 RC1515
 RC1515.The orthometric height was determined by differential leveling
 RC1515.and adjusted in June 1991.
 RC1515
 RC1515.The geoid height was determined by GEOID03.
 RC1515
 RC1515.The dynamic height is computed by dividing the NAVD 88
 RC1515.geopotential number by the normal gravity value computed on the
 RC1515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1515.degrees latitude (g = 980.6199 gals.).
 RC1515
 RC1515.The modeled gravity was interpolated from observed gravity values.
 RC1515
 RC1515;                    North         East    Units  Estimated Accuracy
 RC1515;SPC OR N     -   219,780.    2,386,520.      MT  (+/- 180 meters Scaled)
 RC1515
 RC1515                          SUPERSEDED SURVEY CONTROL
 RC1515
 RC1515  NGVD 29 (??/??/92)   13.971  (m)           45.84   (f) ADJ UNCH    1 2
 RC1515
 RC1515.Superseded values are not recommended for survey control.
 RC1515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1515.See file dsdata.txt to determine how the superseded data were derived.
 RC1515
 RC1515_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER814540(NAD 83)
 RC1515_MARKER: DD = SURVEY DISK
 RC1515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC1515_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC1515_STAMPING: EL 45.654
 RC1515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1515+STABILITY: SURFACE MOTION
 RC1515
 RC1515  HISTORY     - Date     Condition        Report By
 RC1515  HISTORY     - UNK      MONUMENTED       DOD
 RC1515  HISTORY     - 1943     GOOD             NGS
 RC1515  HISTORY     - 1974     MARK NOT FOUND   DOD
 RC1515  HISTORY     - 20081009 MARK NOT FOUND   USACE
 RC1515
 RC1515                          STATION DESCRIPTION
 RC1515
 RC1515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 RC1515'IN BONNEVILLE.
 RC1515'AT BONNEVILLE, ON THE BONNEVILLE RESERVATION, ON THE PROPERTY LINE
 RC1515'BETWEEN THE BONNEVILLE RESERVATION AND THE OREGON STATE FISH HATCHERY,
 RC1515'67.4 FEET SOUTH OF THE SOUTH CORNER OF GREENHOUSE, 19.7 FEET NORTH OF
 RC1515'THE CENTER-LINE OF ROAD PARALLELING TENNOR CREEK BY-PASS, 19.1 FEET
 RC1515'NORTHWEST OF THE BASE OF LIGHT POST NO. F 63, SURROUNDED BY THREE 4IN.
 RC1515'X 4IN. REFERENCE POSTS WHICH PROJECT 2 FEET ABOVE THE GROUND, SET IN
 RC1515'TOP OF CONCRETE POST FLUSH WITH THE GROUND.
 RC1515
 RC1515                          STATION RECOVERY (1974)
 RC1515
 RC1515'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1974
 RC1515'MARK NOT FOUND.
 RC1515
 RC1515                          STATION RECOVERY (2008)
 RC1515
 RC1515'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2008 (JAK)
 RC1515'ORIGINAL DOCUMENTATION DESCRIBES FEATURES THAT HAVE SINCE BEEN ALTERED
 RC1515'SINCE CONSTRUCTION OF THE NEW NAVIGATIONAL LOCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0216 ***********************************************************************
 PB0216  DESIGNATION -  4506
 PB0216  PID         -  PB0216
 PB0216  STATE/COUNTY-  OR/DESCHUTES
 PB0216  USGS QUAD   -  LAVA BUTTE (1981)
 PB0216
 PB0216                         *CURRENT SURVEY CONTROL
 PB0216  ___________________________________________________________________
 PB0216* NAD 83(1986)-  43 54 37.     (N)    121 21 13.     (W)     SCALED    
 PB0216* NAVD 88     -      1374.428  (meters)    4509.27   (feet)  ADJUSTED  
 PB0216  ___________________________________________________________________
 PB0216  GEOID HEIGHT-         -20.64  (meters)                     GEOID03
 PB0216  DYNAMIC HT  -        1373.806 (meters)    4507.23  (feet)  COMP
 PB0216  MODELED GRAV-     980,118.1   (mgal)                       NAVD 88
 PB0216
 PB0216  VERT ORDER  -  FIRST     CLASS II
 PB0216
 PB0216.The horizontal coordinates were scaled from a topographic map and have
 PB0216.an estimated accuracy of +/- 6 seconds.
 PB0216
 PB0216.The orthometric height was determined by differential leveling
 PB0216.and adjusted in June 1991.
 PB0216
 PB0216.The geoid height was determined by GEOID03.
 PB0216
 PB0216.The dynamic height is computed by dividing the NAVD 88
 PB0216.geopotential number by the normal gravity value computed on the
 PB0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0216.degrees latitude (g = 980.6199 gals.).
 PB0216
 PB0216.The modeled gravity was interpolated from observed gravity values.
 PB0216
 PB0216;                    North         East    Units  Estimated Accuracy
 PB0216;SPC OR S     -   249,580.    1,431,440.      MT  (+/- 180 meters Scaled)
 PB0216
 PB0216                          SUPERSEDED SURVEY CONTROL
 PB0216
 PB0216  NGVD 29 (??/??/92) 1373.210  (m)         4505.27   (f) ADJ UNCH    1 2
 PB0216
 PB0216.Superseded values are not recommended for survey control.
 PB0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0216.See file dsdata.txt to determine how the superseded data were derived.
 PB0216
 PB0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP321632(NAD 83)
 PB0216_MARKER: DD = SURVEY DISK
 PB0216_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PB0216_SP_SET: CULVERT
 PB0216_STAMPING: 4505.250 1927
 PB0216_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PB0216
 PB0216  HISTORY     - Date     Condition        Report By
 PB0216  HISTORY     - 1927     MONUMENTED       ORDT
 PB0216  HISTORY     - 1934     GOOD             NGS
 PB0216  HISTORY     - 1976     MARK NOT FOUND   NGS
 PB0216  HISTORY     - 19880721 MARK NOT FOUND   NGS
 PB0216
 PB0216                          STATION DESCRIPTION
 PB0216
 PB0216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PB0216'11.2 MI S FROM BEND.
 PB0216'11.2 MILES SOUTH ALONG THE DALLES - CALIFORNIA HIGHWAY FROM THE
 PB0216'RAILROAD STATION AT BEND, DESCHUTES COUNTY, AT MILEAGE 152.9, AT THE
 PB0216'NORTHEAST END OF THE FIRST FILL SOUTHWEST OF LAVA BUTTE, IN THE CENTER
 PB0216'OF THE SOUTHEAST HEADWALL OF A CULVERT, 18 1/2 FEET FROM THE HIGHWAY
 PB0216'CENTERLINE.  AN OREGON STATE HIGHWAY DEPARTMENT STANDARD DISK STAMPED
 PB0216'4505.250 1927.
 PB0216
 PB0216                          STATION RECOVERY (1976)
 PB0216
 PB0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 PB0216'MARK NOT FOUND.
 PB0216
 PB0216                          STATION RECOVERY (1988)
 PB0216
 PB0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 PB0216'THERE IS NO LONGER A HEADWALL AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0218 ***********************************************************************
 PB0218  DESIGNATION -  4507=M 315
 PB0218  PID         -  PB0218
 PB0218  STATE/COUNTY-  OR/DESCHUTES
 PB0218  USGS QUAD   -  LAVA BUTTE (1981)
 PB0218
 PB0218                         *CURRENT SURVEY CONTROL
 PB0218  ___________________________________________________________________
 PB0218* NAD 83(1986)-  43 53 42.     (N)    121 22 09.     (W)     SCALED    
 PB0218* NAVD 88     -      1375.095  (meters)    4511.46   (feet)  ADJUSTED  
 PB0218  ___________________________________________________________________
 PB0218  GEOID HEIGHT-         -20.63  (meters)                     GEOID03
 PB0218  DYNAMIC HT  -        1374.469 (meters)    4509.40  (feet)  COMP
 PB0218  MODELED GRAV-     980,115.4   (mgal)                       NAVD 88
 PB0218
 PB0218  VERT ORDER  -  FIRST     CLASS II
 PB0218
 PB0218.The horizontal coordinates were scaled from a topographic map and have
 PB0218.an estimated accuracy of +/- 6 seconds.
 PB0218
 PB0218.The orthometric height was determined by differential leveling
 PB0218.and adjusted in June 1991.
 PB0218
 PB0218.The geoid height was determined by GEOID03.
 PB0218
 PB0218.The dynamic height is computed by dividing the NAVD 88
 PB0218.geopotential number by the normal gravity value computed on the
 PB0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0218.degrees latitude (g = 980.6199 gals.).
 PB0218
 PB0218.The modeled gravity was interpolated from observed gravity values.
 PB0218
 PB0218;                    North         East    Units  Estimated Accuracy
 PB0218;SPC OR S     -   247,900.    1,430,170.      MT  (+/- 180 meters Scaled)
 PB0218
 PB0218                          SUPERSEDED SURVEY CONTROL
 PB0218
 PB0218  NGVD 29 (??/??/92) 1373.865  (m)         4507.42   (f) ADJ UNCH    1 2
 PB0218
 PB0218.Superseded values are not recommended for survey control.
 PB0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0218.See file dsdata.txt to determine how the superseded data were derived.
 PB0218
 PB0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP309615(NAD 83)
 PB0218_MARKER: DD = SURVEY DISK
 PB0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0218_SP_SET: CONCRETE POST
 PB0218_STAMPING: M 315 1927 4507.402
 PB0218_MARK LOGO: USGS  
 PB0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0218+STABILITY: SURFACE MOTION
 PB0218_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PB0218+SATELLITE: SATELLITE OBSERVATIONS - July 20, 1988
 PB0218
 PB0218  HISTORY     - Date     Condition        Report By
 PB0218  HISTORY     - 1927     MONUMENTED       USGS
 PB0218  HISTORY     - 1934     GOOD             NGS
 PB0218  HISTORY     - 19880720 GOOD             NGS
 PB0218
 PB0218                          STATION DESCRIPTION
 PB0218
 PB0218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PB0218'12.5 MI S FROM BEND.
 PB0218'12.5 MILES SOUTH ALONG THE DALLES - CALIFORNIA HIGHWAY FROM THE
 PB0218'RAILROAD STATION AT BEND, DESCHUTES COUNTY, AT LAVA RIVER CAVE, AT
 PB0218'MILEAGE 154.3, IN THE STATE PARK, 170 FEET WEST OF THE HIGHWAY, 100
 PB0218'FEET NORTH OF THE LAVA FISSURE, 35 FEET EAST OF THE NORTHEAST CORNER
 PB0218'OF THE PARK CABIN, IN A TRIANGLE FORMED BY THREE TREES, IN TOP OF A
 PB0218'CONCRETE POST PROJECTING 10 INCHES ABOVE THE GROUND.  A UNITED STATES
 PB0218'GEOLOGICAL SURVEY STANDARD DISK STAMPED 4507.402 1927.
 PB0218
 PB0218                          STATION RECOVERY (1988)
 PB0218
 PB0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 PB0218'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  19.8 KM
 PB0218'(12.30 MI) SOUTHERLY ALONG U.S. HIGHWAY 97 FROM THE SOUTH JUNCTION OF
 PB0218'U.S. HIGHWAY 20 IN BEND, THENCE 0.4 KM (0.25 MI) EAST ALONG A PAVED
 PB0218'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1711 ***********************************************************************
 QE1711  DESIGNATION -  4509 VA
 QE1711  PID         -  QE1711
 QE1711  STATE/COUNTY-  OR/LINN
 QE1711  USGS QUAD   -  SWAMP MOUNTAIN (1989)
 QE1711
 QE1711                         *CURRENT SURVEY CONTROL
 QE1711  ___________________________________________________________________
 QE1711* NAD 83(1991)-  44 16 05.11274(N)    122 27 03.29815(W)     ADJUSTED  
 QE1711* NAVD 88     -      1374.     (meters)    4508.     (feet)  SCALED    
 QE1711  ___________________________________________________________________
 QE1711  LAPLACE CORR-           7.02  (seconds)                    DEFLEC99
 QE1711  GEOID HEIGHT-         -22.48  (meters)                     GEOID03
 QE1711  HORZ ORDER  -  SECOND
 QE1711
 QE1711.The horizontal coordinates were established by classical geodetic methods
 QE1711.and adjusted by the National Geodetic Survey in October 1991.
 QE1711
 QE1711.The orthometric height was scaled from a topographic map.
 QE1711
 QE1711.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE1711
 QE1711.The geoid height was determined by GEOID03.
 QE1711
 QE1711;                    North         East     Units Scale Factor Converg.
 QE1711;SPC OR N     -    68,713.235 2,344,243.214   MT  1.00001706   -1 23 00.8
 QE1711;SPC OR N     -   225,437.12  7,691,086.66   iFT  1.00001706   -1 23 00.8
 QE1711;SPC OR S     -   290,807.640 1,344,232.484   MT  1.00007922   -1 20 05.0
 QE1711;SPC OR S     -   954,093.31  4,410,211.56   iFT  1.00007922   -1 20 05.0
 QE1711;UTM  10      - 4,901,795.938   543,823.622   MT  0.99962362   +0 22 59.8
 QE1711
 QE1711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE1711!SPC OR N     -   0.99978810  x   1.00001706  =   0.99980516
 QE1711!SPC OR S     -   0.99978810  x   1.00007922  =   0.99986730
 QE1711!UTM  10      -   0.99978810  x   0.99962362  =   0.99941180
 QE1711
 QE1711                          SUPERSEDED SURVEY CONTROL
 QE1711
 QE1711  NAD 83(1986)-  44 16 05.13493(N)    122 27 03.32231(W) AD(       ) 2
 QE1711  NAD 27      -  44 16 05.67400(N)    122 26 59.03000(W) AD(       ) 2
 QE1711
 QE1711.Superseded values are not recommended for survey control.
 QE1711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1711.See file dsdata.txt to determine how the superseded data were derived.
 QE1711
 QE1711_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ4382401796(NAD 83)
 QE1711
 QE1711  HISTORY     - Date     Condition        Report By
 QE1711  HISTORY     - 1953     MONUMENTED       USGS
 QE1711
 QE1711                          STATION DESCRIPTION
 QE1711
 QE1711'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 QE1711'SEE STATION GREEN
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0579 ***********************************************************************
 RB0579  DESIGNATION -  451
 RB0579  PID         -  RB0579
 RB0579  STATE/COUNTY-  OR/UMATILLA
 RB0579  USGS QUAD   -  HERMISTON (1993)
 RB0579
 RB0579                         *CURRENT SURVEY CONTROL
 RB0579  ___________________________________________________________________
 RB0579* NAD 83(1986)-  45 51 34.     (N)    119 18 31.     (W)     SCALED    
 RB0579* NAVD 88     -       139.111  (meters)     456.40   (feet)  ADJUSTED  
 RB0579  ___________________________________________________________________
 RB0579  GEOID HEIGHT-         -21.76  (meters)                     GEOID03
 RB0579  DYNAMIC HT  -         139.109 (meters)     456.39  (feet)  COMP
 RB0579  MODELED GRAV-     980,600.7   (mgal)                       NAVD 88
 RB0579
 RB0579  VERT ORDER  -  SECOND    CLASS 0
 RB0579
 RB0579.The horizontal coordinates were scaled from a topographic map and have
 RB0579.an estimated accuracy of +/- 6 seconds.
 RB0579
 RB0579.The orthometric height was determined by differential leveling
 RB0579.and adjusted in June 1991.
 RB0579
 RB0579.The geoid height was determined by GEOID03.
 RB0579
 RB0579.The dynamic height is computed by dividing the NAVD 88
 RB0579.geopotential number by the normal gravity value computed on the
 RB0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0579.degrees latitude (g = 980.6199 gals.).
 RB0579
 RB0579.The modeled gravity was interpolated from observed gravity values.
 RB0579
 RB0579;                    North         East    Units  Estimated Accuracy
 RB0579;SPC OR N     -   244,350.    2,592,520.      MT  (+/- 180 meters Scaled)
 RB0579
 RB0579                          SUPERSEDED SURVEY CONTROL
 RB0579
 RB0579  NGVD 29 (??/??/92)  138.100  (m)          453.08   (f) ADJ UNCH    2 0
 RB0579
 RB0579.Superseded values are not recommended for survey control.
 RB0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0579.See file dsdata.txt to determine how the superseded data were derived.
 RB0579
 RB0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL207810(NAD 83)
 RB0579_MARKER: P = PIPE CAP
 RB0579_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RB0579_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RB0579_STAMPING: 451 A
 RB0579_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RB0579
 RB0579  HISTORY     - Date     Condition        Report By
 RB0579  HISTORY     - UNK      MONUMENTED       USGS
 RB0579  HISTORY     - 1943     GOOD             NGS
 RB0579  HISTORY     - 1962     GOOD             USGS
 RB0579
 RB0579                          STATION DESCRIPTION
 RB0579
 RB0579'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 RB0579'1.5 MI NW FROM HERMISTON.
 RB0579'1.5 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 RB0579'AT HERMISTON, UMATILLA COUNTY, ABOUT 850 FEET SOUTHEAST OF MILEPOST
 RB0579'188, ABOUT 400 FEET SOUTHEAST OF CULVERT 188.08, ABOUT 100 FEET
 RB0579'NORTHWEST OF WHISTLE POST SX, 12 FEET SOUTHWEST OF SEMAPHORE 1882, AND
 RB0579'26.8 FEET WEST OF THE CENTERLINE OF THE TRACK.  A UNITED STATES
 RB0579'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 451 A AND RIVETED ON THE TOP
 RB0579'OF A 3-1/2 INCH IRON PIPE.  NOTE-- THE BANK APPEARS TO HAVE BEEN
 RB0579'WIDENED LATELY AND IT IS POSSIBLE THAT THE MARK HAS BEEN DESTROYED OR
 RB0579'COVERED OVER.  NOTE-- IN 1961 IT WAS REPORTED THE MARK WAS HIT BY ROAD
 RB0579'EQUIPMENT, AND BROKEN OFF FOUR INCHES BELOW THE TOP OF THE CONCRETE
 RB0579'POST.  IN 1962 IT WAS REPORTED FOUND IN GOOD CONDITION.
 RB0579
 RB0579                          STATION RECOVERY (1962)
 RB0579
 RB0579'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 RB0579'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0635 ***********************************************************************
 RB0635  DESIGNATION -  451
 RB0635  PID         -  RB0635
 RB0635  STATE/COUNTY-  OR/UMATILLA
 RB0635  USGS QUAD   -  UMATILLA (1993)
 RB0635
 RB0635                         *CURRENT SURVEY CONTROL
 RB0635  ___________________________________________________________________
 RB0635* NAD 83(1986)-  45 55 03.     (N)    119 18 31.     (W)     SCALED    
 RB0635* NAVD 88     -       138.679  (meters)     454.98   (feet)  ADJUSTED  
 RB0635  ___________________________________________________________________
 RB0635  GEOID HEIGHT-         -21.74  (meters)                     GEOID03
 RB0635  DYNAMIC HT  -         138.679 (meters)     454.98  (feet)  COMP
 RB0635  MODELED GRAV-     980,613.4   (mgal)                       NAVD 88
 RB0635
 RB0635  VERT ORDER  -  FIRST     CLASS I
 RB0635
 RB0635.The horizontal coordinates were scaled from a topographic map and have
 RB0635.an estimated accuracy of +/- 6 seconds.
 RB0635
 RB0635.The orthometric height was determined by differential leveling
 RB0635.and adjusted in June 1991.
 RB0635
 RB0635.The geoid height was determined by GEOID03.
 RB0635
 RB0635.The dynamic height is computed by dividing the NAVD 88
 RB0635.geopotential number by the normal gravity value computed on the
 RB0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0635.degrees latitude (g = 980.6199 gals.).
 RB0635
 RB0635.The modeled gravity was interpolated from observed gravity values.
 RB0635
 RB0635;                    North         East    Units  Estimated Accuracy
 RB0635;SPC OR N     -   250,810.    2,592,420.      MT  (+/- 180 meters Scaled)
 RB0635
 RB0635                          SUPERSEDED SURVEY CONTROL
 RB0635
 RB0635  NGVD 29 (??/??/92)  137.673  (m)          451.68   (f) ADJ UNCH    1 1
 RB0635
 RB0635.Superseded values are not recommended for survey control.
 RB0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0635.See file dsdata.txt to determine how the superseded data were derived.
 RB0635
 RB0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL209874(NAD 83)
 RB0635_MARKER: DD = SURVEY DISK
 RB0635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0635_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0635_STAMPING: 451
 RB0635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0635+STABILITY: SURFACE MOTION
 RB0635_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RB0635+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2004
 RB0635
 RB0635  HISTORY     - Date     Condition        Report By
 RB0635  HISTORY     - UNK      MONUMENTED       ORDT
 RB0635  HISTORY     - 1968     GOOD             NGS
 RB0635  HISTORY     - 20040904 GOOD             USPSQD
 RB0635
 RB0635                          STATION DESCRIPTION
 RB0635
 RB0635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RB0635'1.65 MI E FROM UMATILLA.
 RB0635'1.65 MILES EAST ALONG U.S. HIGHWAY 730 FROM THE POST OFFICE AT
 RB0635'UMATILLA, 0.1 MILE WEST OF THE JUNCTION OF STATE HIGHWAY 32, IN R28E
 RB0635'T5N, SECTION 16, 50 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 RB0635'100.0 FEET NORTHWEST OF THE NORTHWEST CORNER OF A BRICK BUILDING, 89
 RB0635'FEET EAST OF POWER POLE 35-169640, 3.5 FEET EAST OF THE NORTHEAST END
 RB0635'OF A LARGE SIGN BOARD, 1.0 FOOT WEST OF A WITNESS POST, ABOUT 3 1/2
 RB0635'FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 RB0635'PROJECTING 0.2 FOOT ABOVE THE GROUND.
 RB0635
 RB0635                          STATION RECOVERY (2004)
 RB0635
 RB0635'RECOVERY NOTE BY US POWER SQUADRON 2004 (DAF)
 RB0635'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0598 ***********************************************************************
 NY0598  DESIGNATION -  4518.652
 NY0598  PID         -  NY0598
 NY0598  STATE/COUNTY-  OR/KLAMATH
 NY0598  USGS QUAD   -  FUEGO (1988)
 NY0598
 NY0598                         *CURRENT SURVEY CONTROL
 NY0598  ___________________________________________________________________
 NY0598* NAD 83(1986)-  42 46 27.     (N)    121 50 01.     (W)     SCALED    
 NY0598* NAVD 88     -      1378.53   (+/-2cm)    4522.7    (feet)  VERTCON   
 NY0598  ___________________________________________________________________
 NY0598  GEOID HEIGHT-         -21.96  (meters)                     GEOID03
 NY0598  VERT ORDER  -  ? (See Below)
 NY0598
 NY0598.The horizontal coordinates were scaled from a topographic map and have
 NY0598.an estimated accuracy of +/- 6 seconds.
 NY0598
 NY0598.The NAVD 88 height was computed by applying the VERTCON shift value to
 NY0598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NY0598.The vertical order pertains to the NGVD 29 superseded value.
 NY0598
 NY0598.The geoid height was determined by GEOID03.
 NY0598
 NY0598;                    North         East    Units  Estimated Accuracy
 NY0598;SPC OR S     -   123,890.    1,390,870.      MT  (+/- 180 meters Scaled)
 NY0598
 NY0598                          SUPERSEDED SURVEY CONTROL
 NY0598
 NY0598  NGVD 29 (??/??/92) 1377.307  (m)         4518.71   (f) ADJ UNCH    ?  
 NY0598
 NY0598.Superseded values are not recommended for survey control.
 NY0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0598.See file dsdata.txt to determine how the superseded data were derived.
 NY0598
 NY0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN954363(NAD 83)
 NY0598_MARKER: S = SPIKE
 NY0598_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NY0598_SP_SET: CULVERT
 NY0598_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NY0598
 NY0598  HISTORY     - Date     Condition        Report By
 NY0598  HISTORY     - UNK      MONUMENTED       SPRR
 NY0598  HISTORY     - 1934     GOOD             NGS
 NY0598  HISTORY     - 19880706 MARK NOT FOUND   NGS
 NY0598
 NY0598                          STATION DESCRIPTION
 NY0598
 NY0598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NY0598'1.9 MI N FROM KIRK.
 NY0598'1.9 MILES NORTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM KIRK,
 NY0598'KLAMATH COUNTY, AT MILEAGE 472.2, 132 FEET NORTH OF SEMAPHORE 472.2, 1
 NY0598'MILE NORTH OF A ROAD CROSSING, 198 FEET NORTH OF THE POINT WHERE THE
 NY0598'TELEPHONE LINE CROSSES THE RAILROAD, IN THE HEADWALL OF A CULVERT,
 NY0598'14.2 FEET WEST OF THE TRACK CENTERLINE.  THE HEAD OF A SPIKE.
 NY0598
 NY0598                          STATION RECOVERY (1988)
 NY0598
 NY0598'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 NY0598'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0595 ***********************************************************************
 NY0595  DESIGNATION -  4523.131
 NY0595  PID         -  NY0595
 NY0595  STATE/COUNTY-  OR/KLAMATH
 NY0595  USGS QUAD   -  FUEGO (1988)
 NY0595
 NY0595                         *CURRENT SURVEY CONTROL
 NY0595  ___________________________________________________________________
 NY0595* NAD 83(1986)-  42 49 40.     (N)    121 49 17.     (W)     SCALED    
 NY0595* NAVD 88     -      1377.14   (+/-2cm)    4518.2    (feet)  VERTCON   
 NY0595  ___________________________________________________________________
 NY0595  GEOID HEIGHT-         -21.90  (meters)                     GEOID03
 NY0595  VERT ORDER  -  ? (See Below)
 NY0595
 NY0595.The horizontal coordinates were scaled from a topographic map and have
 NY0595.an estimated accuracy of +/- 6 seconds.
 NY0595
 NY0595.The NAVD 88 height was computed by applying the VERTCON shift value to
 NY0595.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NY0595.The vertical order pertains to the NGVD 29 superseded value.
 NY0595
 NY0595.The geoid height was determined by GEOID03.
 NY0595
 NY0595;                    North         East    Units  Estimated Accuracy
 NY0595;SPC OR S     -   129,830.    1,391,970.      MT  (+/- 180 meters Scaled)
 NY0595
 NY0595                          SUPERSEDED SURVEY CONTROL
 NY0595
 NY0595  NGVD 29 (??/??/92) 1375.899  (m)         4514.10   (f) ADJ UNCH    ?  
 NY0595
 NY0595.Superseded values are not recommended for survey control.
 NY0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0595.See file dsdata.txt to determine how the superseded data were derived.
 NY0595
 NY0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN963423(NAD 83)
 NY0595_MARKER: S = SPIKE
 NY0595_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NY0595_SP_SET: CULVERT
 NY0595_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NY0595
 NY0595  HISTORY     - Date     Condition        Report By
 NY0595  HISTORY     - UNK      MONUMENTED       SPRR
 NY0595  HISTORY     - 1931     GOOD             NGS
 NY0595  HISTORY     - 19880706 MARK NOT FOUND   NGS
 NY0595
 NY0595                          STATION DESCRIPTION
 NY0595
 NY0595'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 NY0595'1.5 MI N FROM FUEGO.
 NY0595'ABOUT 1.5 MILES NORTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM
 NY0595'FUEGO, KLAMATH COUNTY, ABOUT 1 POLE NORTH OF MILEPOST 476, AT A
 NY0595'DOUBLE-PIPE CULVERT, AND IN THE CONCRETE HEAD WALL.  THE HEAD OF A
 NY0595'SPIKE.
 NY0595
 NY0595                          STATION RECOVERY (1988)
 NY0595
 NY0595'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 NY0595'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1275 ***********************************************************************
 RC1275  DESIGNATION -  4524=2913
 RC1275  PID         -  RC1275
 RC1275  STATE/COUNTY-  OR/CLACKAMAS
 RC1275  USGS QUAD   -  GOVERNMENT CAMP (1980)
 RC1275
 RC1275                         *CURRENT SURVEY CONTROL
 RC1275  ___________________________________________________________________
 RC1275* NAD 83(1986)-  45 18 49.     (N)    121 48 31.     (W)     SCALED    
 RC1275* NAVD 88     -       889.118  (meters)    2917.05   (feet)  ADJUSTED  
 RC1275  ___________________________________________________________________
 RC1275  GEOID HEIGHT-         -20.98  (meters)                     GEOID03
 RC1275  DYNAMIC HT  -         888.920 (meters)    2916.40  (feet)  COMP
 RC1275  MODELED GRAV-     980,364.6   (mgal)                       NAVD 88
 RC1275
 RC1275  VERT ORDER  -  SECOND    CLASS 0
 RC1275
 RC1275.The horizontal coordinates were scaled from a topographic map and have
 RC1275.an estimated accuracy of +/- 6 seconds.
 RC1275
 RC1275.The orthometric height was determined by differential leveling
 RC1275.and adjusted in June 1991.
 RC1275
 RC1275.The geoid height was determined by GEOID03.
 RC1275
 RC1275.The dynamic height is computed by dividing the NAVD 88
 RC1275.geopotential number by the normal gravity value computed on the
 RC1275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1275.degrees latitude (g = 980.6199 gals.).
 RC1275
 RC1275.The modeled gravity was interpolated from observed gravity values.
 RC1275
 RC1275;                    North         East    Units  Estimated Accuracy
 RC1275;SPC OR N     -   183,840.    2,397,400.      MT  (+/- 180 meters Scaled)
 RC1275
 RC1275                          SUPERSEDED SURVEY CONTROL
 RC1275
 RC1275  NGVD 29 (??/??/92)  888.003  (m)         2913.39   (f) ADJ UNCH    2 0
 RC1275
 RC1275.Superseded values are not recommended for survey control.
 RC1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1275.See file dsdata.txt to determine how the superseded data were derived.
 RC1275
 RC1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER933184(NAD 83)
 RC1275_MARKER: S = SPIKE
 RC1275_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RC1275_SP_SET: FIR TREE
 RC1275_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC1275
 RC1275  HISTORY     - Date     Condition        Report By
 RC1275  HISTORY     - UNK      MONUMENTED       USGS
 RC1275  HISTORY     - 1947     GOOD             NGS
 RC1275  HISTORY     - 1985     GOOD             USPSQD
 RC1275
 RC1275                          STATION DESCRIPTION
 RC1275
 RC1275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 RC1275'4.4 MI W FROM GOVERNMENT CAMP.
 RC1275'4.4 MILES WEST ALONG STATE HIGHWAY 50 FROM THE BATTLE AXE INN AT
 RC1275'GOVERNMENT CAMP, 0.1 MILE EAST OF THE UPPER TWIN BRIDGE OVER ZIGZAG
 RC1275'RIVER, AT A PARKING AREA, 61.8 FEET SOUTH OF THE CENTER LINE OF THE
 RC1275'HIGHWAY, 39.4 FEET NORTHWEST OF THE NORTHWEST CORNER OF A GAGING
 RC1275'STATION, 15 FEET NORTHEAST OF THE NORTHEAST EDGE OF THE RIVER, AND IN
 RC1275'THE TOP OF A ROOT ON THE SOUTHWEST SIDE OF A 30-INCH FIR TREE, A TRACK
 RC1275'SPIKE.
 RC1275
 RC1275                          STATION RECOVERY (1985)
 RC1275
 RC1275'RECOVERY NOTE BY US POWER SQUADRON 1985
 RC1275'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1010 ***********************************************************************
 QD1010  DESIGNATION -  4542
 QD1010  PID         -  QD1010
 QD1010  STATE/COUNTY-  OR/DESCHUTES
 QD1010  USGS QUAD   -  BLACK CRATER (1988)
 QD1010
 QD1010                         *CURRENT SURVEY CONTROL
 QD1010  ___________________________________________________________________
 QD1010* NAD 83(1986)-  44 17 55.     (N)    121 44 33.     (W)     SCALED    
 QD1010* NAVD 88     -      1385.530  (meters)    4545.69   (feet)  POSTED    
 QD1010  ___________________________________________________________________
 QD1010  GEOID HEIGHT-         -20.96  (meters)                     GEOID03
 QD1010  DYNAMIC HT  -        1384.950 (meters)    4543.79  (feet)  COMP
 QD1010  MODELED GRAV-     980,151.1   (mgal)                       NAVD 88
 QD1010
 QD1010  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 QD1010
 QD1010.The horizontal coordinates were scaled from a topographic map and have
 QD1010.an estimated accuracy of +/- 6 seconds.
 QD1010
 QD1010.The orthometric height was determined by differential leveling
 QD1010.and adjusted by the  in 1992.
 QD1010.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 QD1010.rate of 2.1 thru 3.0 mm/km.
 QD1010
 QD1010.The geoid height was determined by GEOID03.
 QD1010
 QD1010.The dynamic height is computed by dividing the NAVD 88
 QD1010.geopotential number by the normal gravity value computed on the
 QD1010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1010.degrees latitude (g = 980.6199 gals.).
 QD1010
 QD1010.The modeled gravity was interpolated from observed gravity values.
 QD1010
 QD1010;                    North         East    Units  Estimated Accuracy
 QD1010;SPC OR S     -   293,120.    1,400,840.      MT  (+/- 180 meters Scaled)
 QD1010
 QD1010                          SUPERSEDED SURVEY CONTROL
 QD1010
 QD1010  NGVD 29 (??/??/92) 1384.299  (m)         4541.65   (f) ADJ UNCH    1 2
 QD1010
 QD1010.Superseded values are not recommended for survey control.
 QD1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1010.See file dsdata.txt to determine how the superseded data were derived.
 QD1010
 QD1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ003058(NAD 83)
 QD1010_MARKER: Q = CHISELED SQUARE
 QD1010_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 QD1010_SP_SET: UNSP ROCK
 QD1010_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QD1010
 QD1010  HISTORY     - Date     Condition        Report By
 QD1010  HISTORY     - UNK      MONUMENTED       USGS
 QD1010  HISTORY     - 1943     GOOD             NGS
 QD1010
 QD1010                          STATION DESCRIPTION
 QD1010
 QD1010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QD1010'4.5 MI E FROM MCKENZIE PASS.
 QD1010'ABOUT 4.5 MILES EAST ALONG U.S. HIGHWAY 28 FROM MCKENZIE PASS,
 QD1010'DESCHUTES COUNTY, 198 FEET SOUTHWEST OF MILEPOST 81, ON INSIDE OF A
 QD1010'CURVE ON THE TOP OF A ROCK, 113 FEET NORTHEAST OF BENCH MARK X 360,
 QD1010'16.7 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 3.0 FEET
 QD1010'NORTHEAST OF A WHITE REFERENCE POST.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0592 ***********************************************************************
 NY0592  DESIGNATION -  4544.585
 NY0592  PID         -  NY0592
 NY0592  STATE/COUNTY-  OR/KLAMATH
 NY0592  USGS QUAD   -  LENZ (1988)
 NY0592
 NY0592                         *CURRENT SURVEY CONTROL
 NY0592  ___________________________________________________________________
 NY0592* NAD 83(1986)-  42 52 50.     (N)    121 49 07.     (W)     SCALED    
 NY0592* NAVD 88     -      1384.98   (+/-2cm)    4543.9    (feet)  VERTCON   
 NY0592  ___________________________________________________________________
 NY0592  GEOID HEIGHT-         -21.85  (meters)                     GEOID03
 NY0592  VERT ORDER  -  ? (See Below)
 NY0592
 NY0592.The horizontal coordinates were scaled from a topographic map and have
 NY0592.an estimated accuracy of +/- 6 seconds.
 NY0592
 NY0592.The NAVD 88 height was computed by applying the VERTCON shift value to
 NY0592.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NY0592.The vertical order pertains to the NGVD 29 superseded value.
 NY0592
 NY0592.The geoid height was determined by GEOID03.
 NY0592
 NY0592;                    North         East    Units  Estimated Accuracy
 NY0592;SPC OR S     -   135,690.    1,392,290.      MT  (+/- 180 meters Scaled)
 NY0592
 NY0592                          SUPERSEDED SURVEY CONTROL
 NY0592
 NY0592  NGVD 29 (??/??/92) 1383.724  (m)         4539.77   (f) ADJ UNCH    ?  
 NY0592
 NY0592.Superseded values are not recommended for survey control.
 NY0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0592.See file dsdata.txt to determine how the superseded data were derived.
 NY0592
 NY0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN964482(NAD 83)
 NY0592_MARKER: S = SPIKE
 NY0592_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NY0592_SP_SET: CULVERT
 NY0592_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NY0592
 NY0592  HISTORY     - Date     Condition        Report By
 NY0592  HISTORY     - UNK      MONUMENTED       SPRR
 NY0592  HISTORY     - 1934     GOOD             NGS
 NY0592  HISTORY     - 19880706 MARK NOT FOUND   NGS
 NY0592
 NY0592                          STATION DESCRIPTION
 NY0592
 NY0592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NY0592'1.0 MI N FROM CHINCHALO.
 NY0592'1.0 MILE NORTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM CHINCHALO,
 NY0592'KLAMATH COUNTY, AT MILEAGE 479.7, IN THE NORTHWEST WING WALL OF THE
 NY0592'SAND CREEK CULVERT, 9.0 FEET FROM THE TRACK CENTERLINE. THE HEAD OF A
 NY0592'RAILROAD PROJECTING 1 INCH ABOVE THE CONCRETE.
 NY0592
 NY0592                          STATION RECOVERY (1988)
 NY0592
 NY0592'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 NY0592'THERE HAS BEEN EXTENSIVE GRADEING AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0591 ***********************************************************************
 NY0591  DESIGNATION -  4544.772
 NY0591  PID         -  NY0591
 NY0591  STATE/COUNTY-  OR/KLAMATH
 NY0591  USGS QUAD   -  LENZ (1988)
 NY0591
 NY0591                         *CURRENT SURVEY CONTROL
 NY0591  ___________________________________________________________________
 NY0591* NAD 83(1986)-  42 53 36.     (N)    121 49 07.     (W)     SCALED    
 NY0591* NAVD 88     -      1385.07   (+/-2cm)    4544.2    (feet)  VERTCON   
 NY0591  ___________________________________________________________________
 NY0591  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 NY0591  VERT ORDER  -  ? (See Below)
 NY0591
 NY0591.The horizontal coordinates were scaled from a topographic map and have
 NY0591.an estimated accuracy of +/- 6 seconds.
 NY0591
 NY0591.The NAVD 88 height was computed by applying the VERTCON shift value to
 NY0591.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NY0591.The vertical order pertains to the NGVD 29 superseded value.
 NY0591
 NY0591.The geoid height was determined by GEOID03.
 NY0591
 NY0591;                    North         East    Units  Estimated Accuracy
 NY0591;SPC OR S     -   137,110.    1,392,310.      MT  (+/- 180 meters Scaled)
 NY0591
 NY0591                          SUPERSEDED SURVEY CONTROL
 NY0591
 NY0591  NGVD 29 (??/??/92) 1383.811  (m)         4540.05   (f) ADJ UNCH    ?  
 NY0591
 NY0591.Superseded values are not recommended for survey control.
 NY0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0591.See file dsdata.txt to determine how the superseded data were derived.
 NY0591
 NY0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN964496(NAD 83)
 NY0591_MARKER: S = SPIKE
 NY0591_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NY0591_SP_SET: CULVERT
 NY0591_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NY0591
 NY0591  HISTORY     - Date     Condition        Report By
 NY0591  HISTORY     - UNK      MONUMENTED       SPRR
 NY0591  HISTORY     - 1934     GOOD             NGS
 NY0591  HISTORY     - 19880706 MARK NOT FOUND   NGS
 NY0591
 NY0591                          STATION DESCRIPTION
 NY0591
 NY0591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NY0591'1.9 MI N FROM CHINCHALO.
 NY0591'1.9 MILES NORTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM
 NY0591'CHINCHALO, KLAMATH COUNTY, AT MILEAGE 480.5, AT THE SOUTH EDGE OF A
 NY0591'PRIVATE ROAD CROSSING, IN THE NORTHWEST WING WALL OF AN IRRIGATION
 NY0591'DITCH CULVERT, 9.0 FEET FROM THE TRACK CENTERLINE.  THE HEAD OF A
 NY0591'SPIKE.
 NY0591
 NY0591                          STATION RECOVERY (1988)
 NY0591
 NY0591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 NY0591'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0589 ***********************************************************************
 NY0589  DESIGNATION -  4546.742
 NY0589  PID         -  NY0589
 NY0589  STATE/COUNTY-  OR/KLAMATH
 NY0589  USGS QUAD   -  AGENCY LAKE (1985)
 NY0589
 NY0589                         *CURRENT SURVEY CONTROL
 NY0589  ___________________________________________________________________
 NY0589* NAD 83(1986)-  42 30 34.     (N)    121 52 58.     (W)     SCALED    
 NY0589* NAVD 88     -      1385.53   (+/-2cm)    4545.7    (feet)  VERTCON   
 NY0589  ___________________________________________________________________
 NY0589  GEOID HEIGHT-         -22.53  (meters)                     GEOID03
 NY0589  VERT ORDER  -  ? (See Below)
 NY0589
 NY0589.The horizontal coordinates were scaled from a topographic map and have
 NY0589.an estimated accuracy of +/- 6 seconds.
 NY0589
 NY0589.The NAVD 88 height was computed by applying the VERTCON shift value to
 NY0589.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NY0589.The vertical order pertains to the NGVD 29 superseded value.
 NY0589
 NY0589.The geoid height was determined by GEOID03.
 NY0589
 NY0589;                    North         East    Units  Estimated Accuracy
 NY0589;SPC OR S     -    94,560.    1,386,360.      MT  (+/- 180 meters Scaled)
 NY0589
 NY0589                          SUPERSEDED SURVEY CONTROL
 NY0589
 NY0589  NGVD 29 (??/??/92) 1384.383  (m)         4541.93   (f) ADJ UNCH    ?  
 NY0589
 NY0589.Superseded values are not recommended for survey control.
 NY0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0589.See file dsdata.txt to determine how the superseded data were derived.
 NY0589
 NY0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN917069(NAD 83)
 NY0589_MARKER: S = SPIKE
 NY0589_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NY0589_SP_SET: CULVERT
 NY0589_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NY0589
 NY0589  HISTORY     - Date     Condition        Report By
 NY0589  HISTORY     - UNK      MONUMENTED       SPRR
 NY0589  HISTORY     - 1934     GOOD             NGS
 NY0589  HISTORY     - 19880706 MARK NOT FOUND   NGS
 NY0589
 NY0589                          STATION DESCRIPTION
 NY0589
 NY0589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NY0589'2.4 MI N FROM CHINCHALO.
 NY0589'2.4 MILES NORTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM
 NY0589'CHINCHALO, KLAMATH COUNTY, AT MILEAGE 481, 150 FEET NORTH OF A PRIVATE
 NY0589'ROAD CROSSING, TO A FARMHOUSE, IN THE NORTHWEST WINGWALL OF AN
 NY0589'IRRIGATION DITCH CULVERT, 9.0 FEET FROM THE TRACK CENTERLINE.  THE
 NY0589'HEAD OF A SPIKE.
 NY0589
 NY0589                          STATION RECOVERY (1988)
 NY0589
 NY0589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 NY0589'THERE IS NO LONGER A HEADWALL AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0586 ***********************************************************************
 NY0586  DESIGNATION -  4549
 NY0586  PID         -  NY0586
 NY0586  STATE/COUNTY-  OR/KLAMATH
 NY0586  USGS QUAD   -  LENZ (1988)
 NY0586
 NY0586                         *CURRENT SURVEY CONTROL
 NY0586  ___________________________________________________________________
 NY0586* NAD 83(1986)-  42 55 41.     (N)    121 49 05.     (W)     SCALED    
 NY0586* NAVD 88     -      1387.859  (meters)    4553.33   (feet)  ADJUSTED  
 NY0586  ___________________________________________________________________
 NY0586  GEOID HEIGHT-         -21.81  (meters)                     GEOID03
 NY0586  DYNAMIC HT  -        1387.077 (meters)    4550.77  (feet)  COMP
 NY0586  MODELED GRAV-     980,008.3   (mgal)                       NAVD 88
 NY0586
 NY0586  VERT ORDER  -  FIRST     CLASS II
 NY0586
 NY0586.The horizontal coordinates were scaled from a topographic map and have
 NY0586.an estimated accuracy of +/- 6 seconds.
 NY0586
 NY0586.The orthometric height was determined by differential leveling
 NY0586.and adjusted in June 1991.
 NY0586
 NY0586.The geoid height was determined by GEOID03.
 NY0586
 NY0586.The dynamic height is computed by dividing the NAVD 88
 NY0586.geopotential number by the normal gravity value computed on the
 NY0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0586.degrees latitude (g = 980.6199 gals.).
 NY0586
 NY0586.The modeled gravity was interpolated from observed gravity values.
 NY0586
 NY0586;                    North         East    Units  Estimated Accuracy
 NY0586;SPC OR S     -   140,970.    1,392,410.      MT  (+/- 180 meters Scaled)
 NY0586
 NY0586                          SUPERSEDED SURVEY CONTROL
 NY0586
 NY0586  NGVD 29 (??/??/92) 1386.591  (m)         4549.17   (f) ADJ UNCH    1 2
 NY0586
 NY0586.Superseded values are not recommended for survey control.
 NY0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0586.See file dsdata.txt to determine how the superseded data were derived.
 NY0586
 NY0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN964535(NAD 83)
 NY0586_MARKER: DD = SURVEY DISK
 NY0586_SETTING: 66 = SET IN ROCK OUTCROP
 NY0586_SP_SET: OUTCROP
 NY0586_STAMPING: 4541 B B N 1908
 NY0586_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NY0586+STABILITY: POSITION/ELEVATION WELL
 NY0586
 NY0586  HISTORY     - Date     Condition        Report By
 NY0586  HISTORY     - 1908     MONUMENTED       USGS
 NY0586  HISTORY     - 1934     GOOD             NGS
 NY0586  HISTORY     - 19880706 MARK NOT FOUND   NGS
 NY0586
 NY0586                          STATION DESCRIPTION
 NY0586
 NY0586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NY0586'4.4 MI N FROM CHINCHALO.
 NY0586'4.4 MILES NORTH OF CHINCHALO AND 0.7 SOUTH ALONG THE SOUTHERN PACIFIC
 NY0586'CO. RAILROAD FROM LENZ STATION, KLAMATH COUNTY, 255 FEET SOUTH OF
 NY0586'MILEPOST 483, AT A 9 FOOT FILL IN COW CREEK, 60.9 FEET EAST OF THE
 NY0586'TRACK CENTERLINE, IN A PROMINENT LAVA OUTCROPPING IN THE WEST SIDE OF
 NY0586'A BOULDER.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK STAMPED
 NY0586'4549.033 B B N 1908 AND SET VERTICALLY.
 NY0586
 NY0586                          STATION RECOVERY (1988)
 NY0586
 NY0586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 NY0586'THERE HAS BEEN EXTENSIVE GRADEING AT THIS LOCATION. NOTE--DESCRIPTIONS
 NY0586'FOR LINE 18 OREGON HAS THE DESIGNATION AS N 1 USGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0588 ***********************************************************************
 NY0588  DESIGNATION -  4549.242
 NY0588  PID         -  NY0588
 NY0588  STATE/COUNTY-  OR/KLAMATH
 NY0588  USGS QUAD   -  LENZ (1988)
 NY0588
 NY0588                         *CURRENT SURVEY CONTROL
 NY0588  ___________________________________________________________________
 NY0588* NAD 83(1986)-  42 54 49.     (N)    121 49 08.     (W)     SCALED    
 NY0588* NAVD 88     -      1386.46   (+/-2cm)    4548.7    (feet)  VERTCON   
 NY0588  ___________________________________________________________________
 NY0588  GEOID HEIGHT-         -21.82  (meters)                     GEOID03
 NY0588  VERT ORDER  -  ? (See Below)
 NY0588
 NY0588.The horizontal coordinates were scaled from a topographic map and have
 NY0588.an estimated accuracy of +/- 6 seconds.
 NY0588
 NY0588.The NAVD 88 height was computed by applying the VERTCON shift value to
 NY0588.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NY0588.The vertical order pertains to the NGVD 29 superseded value.
 NY0588
 NY0588.The geoid height was determined by GEOID03.
 NY0588
 NY0588;                    North         East    Units  Estimated Accuracy
 NY0588;SPC OR S     -   139,360.    1,392,320.      MT  (+/- 180 meters Scaled)
 NY0588
 NY0588                          SUPERSEDED SURVEY CONTROL
 NY0588
 NY0588  NGVD 29 (??/??/92) 1385.194  (m)         4544.59   (f) ADJ UNCH    ?  
 NY0588
 NY0588.Superseded values are not recommended for survey control.
 NY0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0588.See file dsdata.txt to determine how the superseded data were derived.
 NY0588
 NY0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN964518(NAD 83)
 NY0588_MARKER: S = SPIKE
 NY0588_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NY0588_SP_SET: CULVERT
 NY0588_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NY0588
 NY0588  HISTORY     - Date     Condition        Report By
 NY0588  HISTORY     - UNK      MONUMENTED       SPRR
 NY0588  HISTORY     - 1934     GOOD             NGS
 NY0588  HISTORY     - 19880706 MARK NOT FOUND   NGS
 NY0588
 NY0588                          STATION DESCRIPTION
 NY0588
 NY0588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NY0588'3.4 MI N FROM CHINCHALO.
 NY0588'3.4 MILES NORTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM
 NY0588'CHINCHALO, KLAMATH COUNTY, AT MILEAGE 482.0, 150 FEET SOUTH OF A
 NY0588'PRIVATE ROAD CROSSING IN THE NORTHWEST WING WALL OF AN IRRIGATION
 NY0588'DITCH CULVERT, 9.0 FEET FROM THE TRACK CENTERLINE.  THE HEAD OF A
 NY0588'SPIKE.
 NY0588
 NY0588                          STATION RECOVERY (1988)
 NY0588
 NY0588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 NY0588'THERE IS NO LONGER A HEADWALL AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0404 ***********************************************************************
 PC0404  DESIGNATION -  454=Q 266
 PC0404  PID         -  PC0404
 PC0404  STATE/COUNTY-  OR/DOUGLAS
 PC0404  USGS QUAD   -  SUTHERLIN (1988)
 PC0404
 PC0404                         *CURRENT SURVEY CONTROL
 PC0404  ___________________________________________________________________
 PC0404* NAD 83(1986)-  43 25 31.     (N)    123 18 10.     (W)     SCALED    
 PC0404* NAVD 88     -       139.612  (meters)     458.04   (feet)  ADJUSTED  
 PC0404  ___________________________________________________________________
 PC0404  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 PC0404  DYNAMIC HT  -         139.588 (meters)     457.96  (feet)  COMP
 PC0404  MODELED GRAV-     980,441.3   (mgal)                       NAVD 88
 PC0404
 PC0404  VERT ORDER  -  FIRST     CLASS II
 PC0404
 PC0404.The horizontal coordinates were scaled from a topographic map and have
 PC0404.an estimated accuracy of +/- 6 seconds.
 PC0404
 PC0404.The orthometric height was determined by differential leveling
 PC0404.and adjusted in June 1991.
 PC0404
 PC0404.The geoid height was determined by GEOID03.
 PC0404
 PC0404.The dynamic height is computed by dividing the NAVD 88
 PC0404.geopotential number by the normal gravity value computed on the
 PC0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0404.degrees latitude (g = 980.6199 gals.).
 PC0404
 PC0404.The modeled gravity was interpolated from observed gravity values.
 PC0404
 PC0404;                    North         East    Units  Estimated Accuracy
 PC0404;SPC OR S     -   199,150.    1,273,110.      MT  (+/- 180 meters Scaled)
 PC0404
 PC0404                          SUPERSEDED SURVEY CONTROL
 PC0404
 PC0404  NGVD 29 (??/??/92)  138.538  (m)          454.52   (f) ADJ UNCH    1 2
 PC0404
 PC0404.Superseded values are not recommended for survey control.
 PC0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0404.See file dsdata.txt to determine how the superseded data were derived.
 PC0404
 PC0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP754080(NAD 83)
 PC0404_MARKER: DD = SURVEY DISK
 PC0404_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PC0404_SP_SET: CURB
 PC0404_STAMPING: Q 266 454 453.86 1925
 PC0404_MARK LOGO: USGS  
 PC0404_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PC0404
 PC0404  HISTORY     - Date     Condition        Report By
 PC0404  HISTORY     - 1925     MONUMENTED       USGS
 PC0404  HISTORY     - 1954     GOOD             NGS
 PC0404  HISTORY     - 1987     POOR             NGS
 PC0404
 PC0404                          STATION DESCRIPTION
 PC0404
 PC0404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 PC0404'0.3 MI NW FROM OAKLAND.
 PC0404'0.3 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 PC0404'THE STATION AT OAKLAND, AT THE EAST END OF THE OLD U. S. HIGHWAY 99
 PC0404'VIADUCT OVER THE RAILROAD AND CALAPOOYA CREEK, IN THE TOP OF THE SOUTH
 PC0404'CONCRERE CURB, 10 FEET SOUTH OF THE CENTER LINE OF THE OLD HIGHWAY,
 PC0404'6.1 FEET WEST OF THE EAST END OF THE CURB, AND ABOUT 1/2 FOOT HIGHER
 PC0404'THAN THE HIGHWAY.  NOTE-- THE MARK IS LEANING.  THE ROD WAS HELD ON
 PC0404'THE LETTER ELEV DURING THE 1954 RELEVELING.
 PC0404
 PC0404                          STATION RECOVERY (1987)
 PC0404
 PC0404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PC0404'RECOVERED IN POOR CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN OAKLAND,
 PC0404'AT THE INTERSECTION OF STATE HIGHWAY 99 AND THE SOUTHERN PACIFIC
 PC0404'RAILROAD, IN TOP OF AND 1.9 M (6.2 FT) WEST OF THE EAST END OF THE
 PC0404'SOUTH CONCRETE CURB OF THE HIGHWAY OVERPASS OF THE RAILROAD AND
 PC0404'CALAPORA CREEK, 18.4 M (60.4 FT) NORTHEAST OF THE NEAR RAIL, AND 2.9
 PC0404'M (9.5 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY.  NOTE--THE DISK
 PC0404'HAS BEEN HIT AND THE HIGH POINT SCRAPED AWAY, BUT IS STILL SOLID IN
 PC0404'PLACE.
 PC0404'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0587 ***********************************************************************
 NY0587  DESIGNATION -  4550.170
 NY0587  PID         -  NY0587
 NY0587  STATE/COUNTY-  OR/KLAMATH
 NY0587  USGS QUAD   -  LENZ (1988)
 NY0587
 NY0587                         *CURRENT SURVEY CONTROL
 NY0587  ___________________________________________________________________
 NY0587* NAD 83(1986)-  42 55 19.     (N)    121 49 08.     (W)     SCALED    
 NY0587* NAVD 88     -      1386.80   (+/-2cm)    4549.9    (feet)  VERTCON   
 NY0587  ___________________________________________________________________
 NY0587  GEOID HEIGHT-         -21.82  (meters)                     GEOID03
 NY0587  VERT ORDER  -  ? (See Below)
 NY0587
 NY0587.The horizontal coordinates were scaled from a topographic map and have
 NY0587.an estimated accuracy of +/- 6 seconds.
 NY0587
 NY0587.The NAVD 88 height was computed by applying the VERTCON shift value to
 NY0587.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NY0587.The vertical order pertains to the NGVD 29 superseded value.
 NY0587
 NY0587.The geoid height was determined by GEOID03.
 NY0587
 NY0587;                    North         East    Units  Estimated Accuracy
 NY0587;SPC OR S     -   140,290.    1,392,340.      MT  (+/- 180 meters Scaled)
 NY0587
 NY0587                          SUPERSEDED SURVEY CONTROL
 NY0587
 NY0587  NGVD 29 (??/??/92) 1385.536  (m)         4545.71   (f) ADJ UNCH    ?  
 NY0587
 NY0587.Superseded values are not recommended for survey control.
 NY0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0587.See file dsdata.txt to determine how the superseded data were derived.
 NY0587
 NY0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN963528(NAD 83)
 NY0587_MARKER: S = SPIKE
 NY0587_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NY0587_SP_SET: CULVERT
 NY0587_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NY0587
 NY0587  HISTORY     - Date     Condition        Report By
 NY0587  HISTORY     - UNK      MONUMENTED       SPRR
 NY0587  HISTORY     - 1934     GOOD             NGS
 NY0587  HISTORY     - 19880706 MARK NOT FOUND   NGS
 NY0587
 NY0587                          STATION DESCRIPTION
 NY0587
 NY0587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NY0587'4.0 MI N FROM CHINCHALO.
 NY0587'4.0 MILES NORTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM
 NY0587'CHINCHALO, KLAMATH COUNTY, AT MILEAGE 482.6, IN THE HEADWALL OF A PIPE
 NY0587'CULVERT, 10.4 FEET WEST OF THE TRACK CENTERLINE.  THE HEAD OF A SPIKE.
 NY0587
 NY0587                          STATION RECOVERY (1988)
 NY0587
 NY0587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 NY0587'THERE IS NO LONGER A HEADWALL AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0475 ***********************************************************************
 PA0475  DESIGNATION -  4552 H
 PA0475  PID         -  PA0475
 PA0475  STATE/COUNTY-  OR/HARNEY
 PA0475  USGS QUAD   -  SAGE HEN HILL (1992)
 PA0475
 PA0475                         *CURRENT SURVEY CONTROL
 PA0475  ___________________________________________________________________
 PA0475* NAD 83(1986)-  43 32 17.     (N)    119 19 49.     (W)     SCALED    
 PA0475* NAVD 88     -      1391.17   (+/-2cm)    4564.2    (feet)  VERTCON   
 PA0475  ___________________________________________________________________
 PA0475  GEOID HEIGHT-         -19.21  (meters)                     GEOID03
 PA0475  VERT ORDER  -  ? (See Below)
 PA0475
 PA0475.The horizontal coordinates were scaled from a topographic map and have
 PA0475.an estimated accuracy of +/- 6 seconds.
 PA0475
 PA0475.The NAVD 88 height was computed by applying the VERTCON shift value to
 PA0475.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PA0475.The vertical order pertains to the NGVD 29 superseded value.
 PA0475
 PA0475.The geoid height was determined by GEOID03.
 PA0475
 PA0475;                    North         East    Units  Estimated Accuracy
 PA0475;SPC OR S     -   208,540.    1,594,530.      MT  (+/- 180 meters Scaled)
 PA0475
 PA0475                          SUPERSEDED SURVEY CONTROL
 PA0475
 PA0475  NGVD 29 (??/??/92) 1389.940  (m)         4560.16   (f) ADJ UNCH    ?  
 PA0475
 PA0475.Superseded values are not recommended for survey control.
 PA0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0475.See file dsdata.txt to determine how the superseded data were derived.
 PA0475
 PA0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ117232(NAD 83)
 PA0475_MARKER: P = PIPE CAP
 PA0475_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PA0475_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PA0475_STAMPING: 4552 H 1903
 PA0475_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PA0475
 PA0475  HISTORY     - Date     Condition        Report By
 PA0475  HISTORY     - 1903     MONUMENTED       USGS
 PA0475  HISTORY     - 1931     GOOD             NGS
 PA0475
 PA0475                          STATION DESCRIPTION
 PA0475
 PA0475'DESCRIBED BY US GEOLOGICAL SURVEY 1903
 PA0475'9 MI E FROM OAKERMAN RANCH.
 PA0475'ABOUT 9 MILES EAST ALONG THE OLD BEND-BURNS ROAD FROM OAKERMAN RANCH,
 PA0475'HARNEY COUNTY, 0.3 MILE NORTH OF A POINT ON THE CENTRAL OREGON HIGHWAY
 PA0475'(U.S. 20) NEAR SURVEY STATION 5965, ABOUT 700 FEET WEST OF THE ACUTE
 PA0475'ANGLE OF THE INTERSECTION OF AN OLD STAGE ROAD, 175 FEET SOUTH OF THE
 PA0475'OLD BEND-BURNS ROAD, AND 30 FEET NORTH OF THE OLD STAGE ROAD. A UNITED
 PA0475'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 4552 H 1903 AND RIVETED
 PA0475'ON THE TOP OF A 3-1/2-INCH IRON PIPE ENCASED IN CONCRETE.
 PA0475
 PA0475                          STATION RECOVERY (1931)
 PA0475
 PA0475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1931
 PA0475'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0195 ***********************************************************************
 QD0195  DESIGNATION -  4573.9
 QD0195  PID         -  QD0195
 QD0195  STATE/COUNTY-  OR/CROOK
 QD0195  USGS QUAD   -  KEYS CREEK (1992)
 QD0195
 QD0195                         *CURRENT SURVEY CONTROL
 QD0195  ___________________________________________________________________
 QD0195* NAD 83(1986)-  44 19 08.     (N)    120 03 50.     (W)     SCALED    
 QD0195* NAVD 88     -      1395.069  (meters)    4576.99   (feet)  ADJUSTED  
 QD0195  ___________________________________________________________________
 QD0195  GEOID HEIGHT-         -19.02  (meters)                     GEOID03
 QD0195  DYNAMIC HT  -        1394.510 (meters)    4575.15  (feet)  COMP
 QD0195  MODELED GRAV-     980,167.7   (mgal)                       NAVD 88
 QD0195
 QD0195  VERT ORDER  -  SECOND    CLASS 0
 QD0195
 QD0195.The horizontal coordinates were scaled from a topographic map and have
 QD0195.an estimated accuracy of +/- 6 seconds.
 QD0195
 QD0195.The orthometric height was determined by differential leveling
 QD0195.and adjusted in June 1991.
 QD0195
 QD0195.The geoid height was determined by GEOID03.
 QD0195
 QD0195.The dynamic height is computed by dividing the NAVD 88
 QD0195.geopotential number by the normal gravity value computed on the
 QD0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0195.degrees latitude (g = 980.6199 gals.).
 QD0195
 QD0195.The modeled gravity was interpolated from observed gravity values.
 QD0195
 QD0195;                    North         East    Units  Estimated Accuracy
 QD0195;SPC OR S     -   294,730.    1,534,790.      MT  (+/- 180 meters Scaled)
 QD0195
 QD0195                          SUPERSEDED SURVEY CONTROL
 QD0195
 QD0195  NGVD 29 (??/??/92) 1393.865  (m)         4573.04   (f) ADJ UNCH    2 0
 QD0195
 QD0195.Superseded values are not recommended for survey control.
 QD0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0195.See file dsdata.txt to determine how the superseded data were derived.
 QD0195
 QD0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGQ341114(NAD 83)
 QD0195_MARKER: N = NAIL
 QD0195_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QD0195_SP_SET: TREE
 QD0195_STAMPING: 4573.9
 QD0195_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0195
 QD0195  HISTORY     - Date     Condition        Report By
 QD0195  HISTORY     - UNK      MONUMENTED       USGS
 QD0195  HISTORY     - 1949     GOOD             NGS
 QD0195
 QD0195                          STATION DESCRIPTION
 QD0195
 QD0195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 QD0195'5.3 MI SE FROM COLD SPRINGS G S.
 QD0195'5.3 MILES SOUTHEAST ALONG A FOREST SERVICE ROAD FROM COLD SPRINGS
 QD0195'GUARD STATION, 85 FEET SOUTH OF THE CENTER OF THE EAST END OF A WOODEN
 QD0195'CULVERT UNDER THE ROAD, 8 1/2 FEET EAST OF THE CENTER LINE OF THE
 QD0195'ROAD, AND DRIVEN IN THE EAST BASE OF A 30-INCH PINE TREE BEARING AN
 QD0195'ALUMINUM PLATE STAMPED 4573.9.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0122 ***********************************************************************
 NY0122  DESIGNATION -  4581.68
 NY0122  PID         -  NY0122
 NY0122  STATE/COUNTY-  OR/KLAMATH
 NY0122  USGS QUAD   -  PARADISE MOUNTAIN (1988)
 NY0122
 NY0122                         *CURRENT SURVEY CONTROL
 NY0122  ___________________________________________________________________
 NY0122* NAD 83(1986)-  42 21 53.     (N)    120 57 32.     (W)     SCALED    
 NY0122* NAVD 88     -      1397.686  (meters)    4585.57   (feet)  ADJUSTED  
 NY0122  ___________________________________________________________________
 NY0122  GEOID HEIGHT-         -21.49  (meters)                     GEOID03
 NY0122  DYNAMIC HT  -        1396.807 (meters)    4582.69  (feet)  COMP
 NY0122  MODELED GRAV-     979,943.5   (mgal)                       NAVD 88
 NY0122
 NY0122  VERT ORDER  -  FIRST     CLASS II
 NY0122
 NY0122.The horizontal coordinates were scaled from a topographic map and have
 NY0122.an estimated accuracy of +/- 6 seconds.
 NY0122
 NY0122.The orthometric height was determined by differential leveling
 NY0122.and adjusted in June 1991.
 NY0122
 NY0122.The geoid height was determined by GEOID03.
 NY0122
 NY0122.The dynamic height is computed by dividing the NAVD 88
 NY0122.geopotential number by the normal gravity value computed on the
 NY0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0122.degrees latitude (g = 980.6199 gals.).
 NY0122
 NY0122.The modeled gravity was interpolated from observed gravity values.
 NY0122
 NY0122;                    North         East    Units  Estimated Accuracy
 NY0122;SPC OR S     -    77,650.    1,462,200.      MT  (+/- 180 meters Scaled)
 NY0122
 NY0122                          SUPERSEDED SURVEY CONTROL
 NY0122
 NY0122  NGVD 29 (??/??/92) 1396.524  (m)         4581.76   (f) ADJ UNCH    1 2
 NY0122
 NY0122.Superseded values are not recommended for survey control.
 NY0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0122.See file dsdata.txt to determine how the superseded data were derived.
 NY0122
 NY0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM680922(NAD 83)
 NY0122_MARKER: DD = SURVEY DISK
 NY0122_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NY0122_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NY0122_STAMPING: 4581.68
 NY0122_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NY0122
 NY0122  HISTORY     - Date     Condition        Report By
 NY0122  HISTORY     - UNK      MONUMENTED       ORDT
 NY0122  HISTORY     - 1942     GOOD             NGS
 NY0122
 NY0122                          STATION DESCRIPTION
 NY0122
 NY0122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NY0122'4.9 MI E FROM BLY.
 NY0122'ALONG STATE HIGHWAY 66, 45 FEET SOUTH OF THE CENTER LINE OF THE
 NY0122'HIGHWAY ON THE OUTSIDE OF A CURVE AND 25 FEET SOUTHWEST OF A POWER
 NY0122'POLE.  WITNESS POST SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0924 ***********************************************************************
 QE0924  DESIGNATION -  459
 QE0924  PID         -  QE0924
 QE0924  STATE/COUNTY-  OR/LANE
 QE0924  USGS QUAD   -  EUGENE EAST (1986)
 QE0924
 QE0924                         *CURRENT SURVEY CONTROL
 QE0924  ___________________________________________________________________
 QE0924* NAD 83(1986)-  44 02 45.     (N)    123 01 04.     (W)     SCALED    
 QE0924* NAVD 88     -       141.081  (meters)     462.86   (feet)  ADJUSTED  
 QE0924  ___________________________________________________________________
 QE0924  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 QE0924  DYNAMIC HT  -         141.059 (meters)     462.79  (feet)  COMP
 QE0924  MODELED GRAV-     980,459.3   (mgal)                       NAVD 88
 QE0924
 QE0924  VERT ORDER  -  FIRST     CLASS II
 QE0924
 QE0924.The horizontal coordinates were scaled from a topographic map and have
 QE0924.an estimated accuracy of +/- 6 seconds.
 QE0924
 QE0924.The orthometric height was determined by differential leveling
 QE0924.and adjusted in June 1991.
 QE0924
 QE0924.The geoid height was determined by GEOID03.
 QE0924
 QE0924.The dynamic height is computed by dividing the NAVD 88
 QE0924.geopotential number by the normal gravity value computed on the
 QE0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0924.degrees latitude (g = 980.6199 gals.).
 QE0924
 QE0924.The modeled gravity was interpolated from observed gravity values.
 QE0924
 QE0924;                    North         East    Units  Estimated Accuracy
 QE0924;SPC OR S     -   267,330.    1,298,240.      MT  (+/- 180 meters Scaled)
 QE0924
 QE0924                          SUPERSEDED SURVEY CONTROL
 QE0924
 QE0924  NGVD 29 (??/??/92)  139.978  (m)          459.24   (f) ADJ UNCH    1 2
 QE0924
 QE0924.Superseded values are not recommended for survey control.
 QE0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0924.See file dsdata.txt to determine how the superseded data were derived.
 QE0924
 QE0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP985769(NAD 83)
 QE0924_MARKER: X = CHISELED CROSS
 QE0924_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QE0924_SP_SET: TROUGH
 QE0924_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0924
 QE0924  HISTORY     - Date     Condition        Report By
 QE0924  HISTORY     - UNK      MONUMENTED       CGS
 QE0924  HISTORY     - 1930     GOOD             NGS
 QE0924  HISTORY     - 1987     MARK NOT FOUND   NGS
 QE0924  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 QE0924
 QE0924                          STATION DESCRIPTION
 QE0924
 QE0924'DESCRIBED BY NATIONAL GEODETIC SURVEY 1930
 QE0924'IN SPRINGFIELD.
 QE0924'CHISELED CROSS ON NORTHWEST CORNER OF WATER TROUGH, CENTER OF 6TH
 QE0924'STREET, SOUTH SIDE OF MAIN STREET AT SPRINGFIELD.
 QE0924
 QE0924                          STATION RECOVERY (1987)
 QE0924
 QE0924'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE0924'THERE IS A NEW CONCRETE BASE AROUND THE MANHOLE.
 QE0924
 QE0924                          STATION RECOVERY (1989)
 QE0924
 QE0924'RECOVERY NOTE BY US POWER SQUADRON 1989 (SEM)
 QE0924'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0380 ***********************************************************************
 PC0380  DESIGNATION -  459.6=AA 267
 PC0380  PID         -  PC0380
 PC0380  STATE/COUNTY-  OR/DOUGLAS
 PC0380  USGS QUAD   -  WINCHESTER (1987)
 PC0380
 PC0380                         *CURRENT SURVEY CONTROL
 PC0380  ___________________________________________________________________
 PC0380* NAD 83(1991)-  43 16 55.00835(N)    123 21 18.61069(W)     ADJUSTED  
 PC0380* NAVD 88     -       141.458  (meters)     464.10   (feet)  ADJUSTED  
 PC0380  ___________________________________________________________________
 PC0380  LAPLACE CORR-           2.12  (seconds)                    DEFLEC99
 PC0380  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 PC0380  DYNAMIC HT  -         141.430 (meters)     464.01  (feet)  COMP
 PC0380  MODELED GRAV-     980,419.0   (mgal)                       NAVD 88
 PC0380
 PC0380  HORZ ORDER  -  SECOND
 PC0380  VERT ORDER  -  FIRST     CLASS II
 PC0380
 PC0380.The horizontal coordinates were established by classical geodetic methods
 PC0380.and adjusted by the National Geodetic Survey in October 1991.
 PC0380
 PC0380.The orthometric height was determined by differential leveling
 PC0380.and adjusted in June 1991.
 PC0380.WARNING-Repeat measurements at this control monument indicate possible
 PC0380.vertical movement.
 PC0380
 PC0380.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC0380
 PC0380.The geoid height was determined by GEOID03.
 PC0380
 PC0380.The dynamic height is computed by dividing the NAVD 88
 PC0380.geopotential number by the normal gravity value computed on the
 PC0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0380.degrees latitude (g = 980.6199 gals.).
 PC0380
 PC0380.The modeled gravity was interpolated from observed gravity values.
 PC0380
 PC0380;                    North         East     Units Scale Factor Converg.
 PC0380;SPC OR S     -   183,378.995 1,268,322.893   MT  0.99989656   -1 57 12.1
 PC0380;SPC OR S     -   601,637.12  4,161,164.35   iFT  0.99989656   -1 57 12.1
 PC0380;UTM  10      - 4,792,186.513   471,183.415   MT  0.99961021   -0 14 36.6
 PC0380
 PC0380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC0380!SPC OR S     -   0.99998152  x   0.99989656  =   0.99987808
 PC0380!UTM  10      -   0.99998152  x   0.99961021  =   0.99959174
 PC0380
 PC0380                          SUPERSEDED SURVEY CONTROL
 PC0380
 PC0380  NAD 83(1986)-  43 16 55.00760(N)    123 21 18.63288(W) AD(       ) 2
 PC0380  NAD 27      -  43 16 55.58400(N)    123 21 14.36200(W) AD(       ) 2
 PC0380  NGVD 29 (??/??/92)  140.401  (m)          460.63   (f) ADJ UNCH    1 2
 PC0380
 PC0380.Superseded values are not recommended for survey control.
 PC0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0380.See file dsdata.txt to determine how the superseded data were derived.
 PC0380
 PC0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN7118392187(NAD 83)
 PC0380_MARKER: DD = SURVEY DISK
 PC0380_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 PC0380_SP_SET: WINGWALL
 PC0380_STAMPING: AA 267 1925 459.956
 PC0380_MARK LOGO: USGS  
 PC0380_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PC0380
 PC0380  HISTORY     - Date     Condition        Report By
 PC0380  HISTORY     - 1953     MONUMENTED       CGS
 PC0380  HISTORY     - 1971     GOOD             NGS
 PC0380  HISTORY     - 1987     GOOD             NGS
 PC0380
 PC0380                          STATION DESCRIPTION
 PC0380
 PC0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 PC0380'SEE STATION WINCHESTER
 PC0380
 PC0380                          STATION RECOVERY (1971)
 PC0380
 PC0380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 PC0380'0.05 MI N FROM WINCHESTER.
 PC0380'0.05 MILE NORTH ALONG U.S. HIGHWAY 99 FROM THE WINCHESTER POST OFFICE,
 PC0380'CEMENTED IN A DRILL HOLE IN THE WING WALL AT THE SOUTHWEST CORNER OF
 PC0380'THE CONCRETE BRIDGE OVER THE UMPQUA RIVER, 13.5 FEET WEST OF THE
 PC0380'CENTER OF U.S. HIGHWAY 99, 1.5 FEET SOUTHWEST OF THE END OF THE
 PC0380'PARAPET, AND 1.5 FEET NORTHEAST OF THE SOUTHWEST END OF THE WING WALL.
 PC0380'NOTE-- AZIMUTH MARK FOR TRIANGULATION STATION WINCHESTER 1953.
 PC0380
 PC0380                          STATION RECOVERY (1987)
 PC0380
 PC0380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PC0380'RECOVERED IN FAIR CONDITION.  A NEW DESCRIPTION FOLLOWS.  5.9 KM
 PC0380'(3.65 MI) NORTHERLY ALONG STATE HIGHWAY 99 FROM THE JUNCTION OF
 PC0380'ALAMEDA AVENUE IN ROSEBURG, IN TOP OF AND 0.4 M (1.3 FT) NORTHEAST OF
 PC0380'THE SOUTHEAST WINGWALL OF A HIGHWAY BRIDGE SPANNING THE UMPQUA RIVER,
 PC0380'AND 3.9 M (12.8 FT) WEST OF THE CENTERLINE OF THE HIGHWAY.  NOTE--THE
 PC0380'DISK HAS BEEN HIT DENTED, BUT IS SOLID IN PLACE.
 PC0380'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0954 ***********************************************************************
 RD0954  DESIGNATION -  46
 RD0954  PID         -  RD0954
 RD0954  STATE/COUNTY-  OR/TILLAMOOK
 RD0954  USGS QUAD   -  HEBO (1985)
 RD0954
 RD0954                         *CURRENT SURVEY CONTROL
 RD0954  ___________________________________________________________________
 RD0954* NAD 83(1986)-  45 10 03.     (N)    123 48 12.     (W)     SCALED    
 RD0954* NAVD 88     -       109.261  (meters)     358.47   (feet)  ADJUSTED  
 RD0954  ___________________________________________________________________
 RD0954  GEOID HEIGHT-         -21.89  (meters)                     GEOID03
 RD0954  DYNAMIC HT  -         109.262 (meters)     358.47  (feet)  COMP
 RD0954  MODELED GRAV-     980,624.1   (mgal)                       NAVD 88
 RD0954
 RD0954  VERT ORDER  -  FIRST     CLASS II
 RD0954
 RD0954.The horizontal coordinates were scaled from a topographic map and have
 RD0954.an estimated accuracy of +/- 6 seconds.
 RD0954
 RD0954.The orthometric height was determined by differential leveling
 RD0954.and adjusted in June 1991.
 RD0954
 RD0954.The geoid height was determined by GEOID03.
 RD0954
 RD0954.The dynamic height is computed by dividing the NAVD 88
 RD0954.geopotential number by the normal gravity value computed on the
 RD0954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0954.degrees latitude (g = 980.6199 gals.).
 RD0954
 RD0954.The modeled gravity was interpolated from observed gravity values.
 RD0954
 RD0954;                    North         East    Units  Estimated Accuracy
 RD0954;SPC OR N     -   172,080.    2,240,400.      MT  (+/- 180 meters Scaled)
 RD0954
 RD0954                          SUPERSEDED SURVEY CONTROL
 RD0954
 RD0954  NGVD 29 (??/??/92)  108.206  (m)          355.01   (f) ADJ UNCH    1 2
 RD0954
 RD0954.Superseded values are not recommended for survey control.
 RD0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0954.See file dsdata.txt to determine how the superseded data were derived.
 RD0954
 RD0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR368018(NAD 83)
 RD0954_MARKER: DD = SURVEY DISK
 RD0954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0954_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0954_STAMPING: 46 1934
 RD0954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0954+STABILITY: SURFACE MOTION
 RD0954
 RD0954  HISTORY     - Date     Condition        Report By
 RD0954  HISTORY     - 1934     MONUMENTED       BPR
 RD0954  HISTORY     - 1941     GOOD             NGS
 RD0954
 RD0954                          STATION DESCRIPTION
 RD0954
 RD0954'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 RD0954'5.85 MI SE FROM HEBO.
 RD0954'MARK IS LOCATED ABOUT 5.85 MILES SOUTHEAST OF HEBO ON THREE RIVERS
 RD0954'HIGHWAY, 370 FEET SOUTH OF SOUTH END OF ALDER CREEK BRIDGE, 40 FEET
 RD0954'WEST OF SURVEY STATION 545 PLUS 91.9, SOUTH END OF SHORT TANGENT, 2
 RD0954'FEET SOUTH OF FENCE CORNER, NORTH TOP OF SLOPE OF PRIVATE ROAD WEST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0280 ***********************************************************************
 PB0280  DESIGNATION -  46
 PB0280  PID         -  PB0280
 PB0280  STATE/COUNTY-  OR/LAKE
 PB0280  USGS QUAD   -  BIG HOLE (1982)
 PB0280
 PB0280                         *CURRENT SURVEY CONTROL
 PB0280  ___________________________________________________________________
 PB0280* NAD 83(1986)-  43 25 29.     (N)    121 15 51.     (W)     SCALED    
 PB0280* NAVD 88     -      1422.740  (meters)    4667.77   (feet)  ADJUSTED  
 PB0280  ___________________________________________________________________
 PB0280  GEOID HEIGHT-         -20.83  (meters)                     GEOID03
 PB0280  DYNAMIC HT  -        1421.979 (meters)    4665.28  (feet)  COMP
 PB0280  MODELED GRAV-     980,035.1   (mgal)                       NAVD 88
 PB0280
 PB0280  VERT ORDER  -  SECOND    CLASS 0
 PB0280
 PB0280.The horizontal coordinates were scaled from a topographic map and have
 PB0280.an estimated accuracy of +/- 6 seconds.
 PB0280
 PB0280.The orthometric height was determined by differential leveling
 PB0280.and adjusted in June 1991.
 PB0280
 PB0280.The geoid height was determined by GEOID03.
 PB0280
 PB0280.The dynamic height is computed by dividing the NAVD 88
 PB0280.geopotential number by the normal gravity value computed on the
 PB0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0280.degrees latitude (g = 980.6199 gals.).
 PB0280
 PB0280.The modeled gravity was interpolated from observed gravity values.
 PB0280
 PB0280;                    North         East    Units  Estimated Accuracy
 PB0280;SPC OR S     -   195,570.    1,438,130.      MT  (+/- 180 meters Scaled)
 PB0280
 PB0280                          SUPERSEDED SURVEY CONTROL
 PB0280
 PB0280  NGVD 29 (??/??/92) 1421.466  (m)         4663.59   (f) ADJ UNCH    2 0
 PB0280
 PB0280.Superseded values are not recommended for survey control.
 PB0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0280.See file dsdata.txt to determine how the superseded data were derived.
 PB0280
 PB0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP405094(NAD 83)
 PB0280_MARKER: DD = SURVEY DISK
 PB0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0280_STAMPING: 4663 46 1930
 PB0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0280+STABILITY: SURFACE MOTION
 PB0280
 PB0280  HISTORY     - Date     Condition        Report By
 PB0280  HISTORY     - 1930     MONUMENTED       BPR
 PB0280  HISTORY     - 1931     GOOD             NGS
 PB0280  HISTORY     - 1977     MARK NOT FOUND   NGS
 PB0280  HISTORY     - 1986     GOOD             USPSQD
 PB0280  HISTORY     - 19860916 MARK NOT FOUND   USPSQD
 PB0280
 PB0280                          STATION DESCRIPTION
 PB0280
 PB0280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 PB0280'24.4 MI SE FROM LAPINE.
 PB0280'IN LAKE COUNTY, ABOUT 24.4 MILES SOUTHEAST ALONG THE FREMONT HIGHWAY
 PB0280'(OREGON 31) FROM LAPINE, DESCHUTES COUNTY, ABOUT 26.0 MILES NORTHWEST
 PB0280'OF SILVER LAKE, LAKE COUNTY, ABOUT 350 FEET SOUTH OF THE JUNCTION OF
 PB0280'THE SIDE ROAD TO THE POT HOLES FIRE ROAD, AND 35 FEET NORTHEAST OF THE
 PB0280'CENTER LINE OF THE HIGHWAY.  A UNITED STATES BUREAU OF PUBLIC ROADS
 PB0280'STANDARD DISK, STAMPED 4663 46 1930 AND SET IN THE TOP OF A CONCRETE
 PB0280'POST.
 PB0280
 PB0280                          STATION RECOVERY (1977)
 PB0280
 PB0280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 PB0280'MARK NOT FOUND.
 PB0280
 PB0280                          STATION RECOVERY (1986)
 PB0280
 PB0280'RECOVERY NOTE BY US POWER SQUADRON 1986 (GAN)
 PB0280'RECOVERED IN GOOD CONDITION.
 PB0280
 PB0280                          STATION RECOVERY (1986)
 PB0280
 PB0280'RECOVERY NOTE BY US POWER SQUADRON 1986 (RCC)
 PB0280'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3256 ***********************************************************************
 RD3256  DESIGNATION -  46 2
 RD3256  PID         -  RD3256
 RD3256  STATE/COUNTY-  OR/MULTNOMAH
 RD3256  USGS QUAD   -  PORTLAND (1990)
 RD3256
 RD3256                         *CURRENT SURVEY CONTROL
 RD3256  ___________________________________________________________________
 RD3256* NAD 83(1991)-  45 32 49.59506(N)    122 41 58.63759(W)     ADJUSTED  
 RD3256* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 RD3256  ___________________________________________________________________
 RD3256  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 RD3256  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 RD3256  HORZ ORDER  -  THIRD
 RD3256
 RD3256.The horizontal coordinates were established by classical geodetic methods
 RD3256.and adjusted by the National Geodetic Survey in October 1991.
 RD3256
 RD3256.The orthometric height was scaled from a topographic map.
 RD3256
 RD3256.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3256
 RD3256.The geoid height was determined by GEOID03.
 RD3256
 RD3256;                    North         East     Units Scale Factor Converg.
 RD3256;SPC OR N     -   211,297.785 2,328,260.852   MT  0.99991636   -1 33 35.8
 RD3256;SPC OR N     -   693,234.20  7,638,651.09   iFT  0.99991636   -1 33 35.8
 RD3256;SPC WA S     -    26,157.024   328,234.280   MT  1.00007714   -1 35 52.1
 RD3256;SPC WA S     -    85,816.84  1,076,881.97   sFT  1.00007714   -1 35 52.1
 RD3256;UTM  10      - 5,043,774.156   523,448.027   MT  0.99960676   +0 12 51.9
 RD3256
 RD3256!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3256!SPC OR N     -   1.00000216  x   0.99991636  =   0.99991852
 RD3256!SPC WA S     -   1.00000216  x   1.00007714  =   1.00007930
 RD3256!UTM  10      -   1.00000216  x   0.99960676  =   0.99960892
 RD3256
 RD3256:                Primary Azimuth Mark                     Grid Az
 RD3256:SPC OR N     -  44                                       299 37 15.7
 RD3256:SPC WA S     -  44                                       299 39 32.0
 RD3256:UTM  10      -  44                                       297 50 48.0
 RD3256
 RD3256|---------------------------------------------------------------------|
 RD3256| PID    Reference Object                     Distance      Geod. Az  |
 RD3256|                                                           dddmmss.s |
 RD3256| RD3257 44                                  APPROX. 1.0 KM 2980339.9 |
 RD3256|---------------------------------------------------------------------|
 RD3256
 RD3256                          SUPERSEDED SURVEY CONTROL
 RD3256
 RD3256  NAD 83(1986)-  45 32 49.61406(N)    122 41 58.64167(W) AD(       ) 3
 RD3256  NAD 27      -  45 32 50.19000(N)    122 41 54.29000(W) AD(       ) 3
 RD3256
 RD3256.Superseded values are not recommended for survey control.
 RD3256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3256.See file dsdata.txt to determine how the superseded data were derived.
 RD3256
 RD3256_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER2344843774(NAD 83)
 RD3256
 RD3256  HISTORY     - Date     Condition        Report By
 RD3256  HISTORY     - 1906     MONUMENTED       USE
 RD3256  HISTORY     - 1960     SEE DESCRIPTION  CGS
 RD3256
 RD3256                          STATION DESCRIPTION
 RD3256
 RD3256'DESCRIBED BY US ENGINEERS 1906
 RD3256'STATION IS MARKED IN A TEMPORARY MANNER, USUALLY BY TACKS OR
 RD3256'NAILS DRIVEN IN WHARVES.
 RD3256
 RD3256                          STATION RECOVERY (1960)
 RD3256
 RD3256'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ANS)
 RD3256'STATION LOST, NOT SEARCHED FOR.  THIS WAS A TEMPORARY STATION,
 RD3256'NOT MARKED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0650 ***********************************************************************
 NW0650  DESIGNATION -  46 BKC
 NW0650  PID         -  NW0650
 NW0650  STATE/COUNTY-  OR/MALHEUR
 NW0650  USGS QUAD   -  BOWDEN RANCH (1979)
 NW0650
 NW0650                         *CURRENT SURVEY CONTROL
 NW0650  ___________________________________________________________________
 NW0650* NAD 83(1986)-  42 34 01.     (N)    117 43 08.     (W)     SCALED    
 NW0650* NAVD 88     -      1289.733  (meters)    4231.40   (feet)  ADJUSTED  
 NW0650  ___________________________________________________________________
 NW0650  GEOID HEIGHT-         -18.21  (meters)                     GEOID03
 NW0650  DYNAMIC HT  -        1289.022 (meters)    4229.07  (feet)  COMP
 NW0650  MODELED GRAV-     980,024.4   (mgal)                       NAVD 88
 NW0650
 NW0650  VERT ORDER  -  SECOND    CLASS 0
 NW0650
 NW0650.The horizontal coordinates were scaled from a topographic map and have
 NW0650.an estimated accuracy of +/- 6 seconds.
 NW0650
 NW0650.The orthometric height was determined by differential leveling
 NW0650.and adjusted in August 1995.
 NW0650
 NW0650.The geoid height was determined by GEOID03.
 NW0650
 NW0650.The dynamic height is computed by dividing the NAVD 88
 NW0650.geopotential number by the normal gravity value computed on the
 NW0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0650.degrees latitude (g = 980.6199 gals.).
 NW0650
 NW0650.The modeled gravity was interpolated from observed gravity values.
 NW0650
 NW0650;                    North         East    Units  Estimated Accuracy
 NW0650;SPC OR S     -   103,800.    1,728,310.      MT  (+/- 180 meters Scaled)
 NW0650
 NW0650                          SUPERSEDED SURVEY CONTROL
 NW0650
 NW0650.No superseded survey control is available for this station.
 NW0650
 NW0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH409129(NAD 83)
 NW0650_MARKER: DB = BENCH MARK DISK
 NW0650_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0650_SP_SET: COPPER-CLAD STEEL ROD
 NW0650_STAMPING: 46 BKC 1973 4228
 NW0650_MARK LOGO: USGS  
 NW0650_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0650_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0650_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0650+SATELLITE: SATELLITE OBSERVATIONS - 1973
 NW0650
 NW0650  HISTORY     - Date     Condition        Report By
 NW0650  HISTORY     - 1973     MONUMENTED       USGS
 NW0650
 NW0650                          STATION DESCRIPTION
 NW0650
 NW0650'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 NW0650'FROM BURNS JUNCTION, OREGON PROCEED 12.6 MILES SOUTH ALONG U S
 NW0650'HIGHWAY 95, THENCE 8.3 MILES EAST ALONG A GRAVEL ROAD, AT A T-ROAD
 NW0650'SOUTH, 48 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 29 FEET EAST OF
 NW0650'THE CENTERLINE OF THE T-ROAD SOUTH, SET ON A 5/8-INCH COPPER-COATED
 NW0650'ROD DRIVEN TO REFUSAL (ROD DEPTH UNKNOWN) WITH THE TOP ENCASED IN
 NW0650'6-INCH DRAINPIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0317 ***********************************************************************
 NX0317  DESIGNATION -  46 FMK
 NX0317  PID         -  NX0317
 NX0317  STATE/COUNTY-  OR/HARNEY
 NX0317  USGS QUAD   -  KEG SPRS VALLEY WEST (1971)
 NX0317
 NX0317                         *CURRENT SURVEY CONTROL
 NX0317  ___________________________________________________________________
 NX0317* NAD 83(1986)-  42 58 45.     (N)    119 10 17.     (W)     SCALED    
 NX0317* NAVD 88     -      1539.342  (meters)    5050.32   (feet)  ADJUSTED  
 NX0317  ___________________________________________________________________
 NX0317  GEOID HEIGHT-         -19.31  (meters)                     GEOID03
 NX0317  DYNAMIC HT  -        1538.442 (meters)    5047.37  (feet)  COMP
 NX0317  MODELED GRAV-     979,981.2   (mgal)                       NAVD 88
 NX0317
 NX0317  VERT ORDER  -  SECOND    CLASS 0
 NX0317
 NX0317.The horizontal coordinates were scaled from a topographic map and have
 NX0317.an estimated accuracy of +/- 6 seconds.
 NX0317
 NX0317.The orthometric height was determined by differential leveling
 NX0317.and adjusted in August 1995.
 NX0317
 NX0317.The geoid height was determined by GEOID03.
 NX0317
 NX0317.The dynamic height is computed by dividing the NAVD 88
 NX0317.geopotential number by the normal gravity value computed on the
 NX0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0317.degrees latitude (g = 980.6199 gals.).
 NX0317
 NX0317.The modeled gravity was interpolated from observed gravity values.
 NX0317
 NX0317;                    North         East    Units  Estimated Accuracy
 NX0317;SPC OR S     -   146,660.    1,608,360.      MT  (+/- 180 meters Scaled)
 NX0317
 NX0317                          SUPERSEDED SURVEY CONTROL
 NX0317
 NX0317.No superseded survey control is available for this station.
 NX0317
 NX0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH229607(NAD 83)
 NX0317_MARKER: DB = BENCH MARK DISK
 NX0317_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NX0317_SP_SET: COPPER-CLAD STEEL ROD
 NX0317_STAMPING: 46 FMK 1970 5046
 NX0317_MARK LOGO: USGS  
 NX0317_PROJECTION: FLUSH
 NX0317_MAGNETIC: I = MARKER IS A STEEL ROD
 NX0317_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NX0317_ROD/PIPE-DEPTH: 1.52 meters
 NX0317
 NX0317  HISTORY     - Date     Condition        Report By
 NX0317  HISTORY     - 1970     MONUMENTED       USGS
 NX0317
 NX0317                          STATION DESCRIPTION
 NX0317
 NX0317'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NX0317'FROM THE WINDMILL (T29S R27E SEC 32), PROCEED 0.3 MILE SOUTH ALONG A
 NX0317'DIRT ROAD TO A ROAD FORK, THENCE 0.6 MILE NORTHEAST ALONG A DIRT ROAD
 NX0317'TO A ROAD JUNCTION, THENCE 22.6 MILES SOUTHEAST ALONG THE DIRT ROAD
 NX0317'TO MATTIES ARK AND FOSTER LAKE, 350 FEET SOUTHEAST OF A STOCK TANK,
 NX0317'158 FEET EAST OF THE NORTH END OF A STEEL CULVERT, 44 FEET NORTH OF
 NX0317'THE CENTERLINE OF THE ROAD, WITNESS POST SET AT BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0362 ***********************************************************************
 NX0362  DESIGNATION -  46 LRC
 NX0362  PID         -  NX0362
 NX0362  STATE/COUNTY-  OR/HARNEY
 NX0362  USGS QUAD   -  STEAMBOAT POINT (1980)
 NX0362
 NX0362                         *CURRENT SURVEY CONTROL
 NX0362  ___________________________________________________________________
 NX0362* NAD 83(1986)-  42 50 33.     (N)    119 33 00.     (W)     SCALED    
 NX0362* NAVD 88     -      1374.912  (meters)    4510.86   (feet)  ADJUSTED  
 NX0362  ___________________________________________________________________
 NX0362  GEOID HEIGHT-         -19.80  (meters)                     GEOID03
 NX0362  DYNAMIC HT  -        1374.095 (meters)    4508.18  (feet)  COMP
 NX0362  MODELED GRAV-     979,978.7   (mgal)                       NAVD 88
 NX0362
 NX0362  VERT ORDER  -  SECOND    CLASS 0
 NX0362
 NX0362.The horizontal coordinates were scaled from a topographic map and have
 NX0362.an estimated accuracy of +/- 6 seconds.
 NX0362
 NX0362.The orthometric height was determined by differential leveling
 NX0362.and adjusted in August 1995.
 NX0362
 NX0362.The geoid height was determined by GEOID03.
 NX0362
 NX0362.The dynamic height is computed by dividing the NAVD 88
 NX0362.geopotential number by the normal gravity value computed on the
 NX0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0362.degrees latitude (g = 980.6199 gals.).
 NX0362
 NX0362.The modeled gravity was interpolated from observed gravity values.
 NX0362
 NX0362;                    North         East    Units  Estimated Accuracy
 NX0362;SPC OR S     -   131,060.    1,577,650.      MT  (+/- 180 meters Scaled)
 NX0362
 NX0362                          SUPERSEDED SURVEY CONTROL
 NX0362
 NX0362.No superseded survey control is available for this station.
 NX0362
 NX0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKH916464(NAD 83)
 NX0362_MARKER: DB = BENCH MARK DISK
 NX0362_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NX0362+WITH SETTING: INFORMATION.
 NX0362_SP_SET: METAL ROD DRIVEN INTO GROUND
 NX0362_STAMPING: 46 LRC 1970 4504
 NX0362_MARK LOGO: USGS  
 NX0362_MAGNETIC: I = MARKER IS A STEEL ROD
 NX0362_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NX0362
 NX0362  HISTORY     - Date     Condition        Report By
 NX0362  HISTORY     - 1970     MONUMENTED       USGS
 NX0362
 NX0362                          STATION DESCRIPTION
 NX0362
 NX0362'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NX0362'FROM WAGONTIRE, OREGON, PROCEED 4.5 MILES SOUTHWEST ALONG U S HIGHWAY
 NX0362'395 TO DRY VALLEY ROAD, THENCE 29.7 MILES SOUTH ALONG DRY VALLEY ROAD
 NX0362'TO A ROAD FORK, THENCE 4.8 MILES SOUTH ALONG WARNER VALLEY ROAD TO A
 NX0362'CROSSROADS AT THE EDGE OF WARNER VALLEY, THENCE 6.7 MILES NORTHEAST
 NX0362'ALONG FOSTER LAKE ROAD TO A T-ROAD EAST, THENCE 1.8 MILES NORTHEAST
 NX0362'TO A SMALL SAND KNOLL, 25 FEET WEST OF AND 2 FEET HIGHER THAN THE
 NX0362'ROAD, 3 FEET EAST OF A WITNESS POST.  THE ROD DEPTH IS UNKNOWN AND
 NX0362'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0578 ***********************************************************************
 RA0578  DESIGNATION -  46.76 RPPI
 RA0578  PID         -  RA0578
 RA0578  STATE/COUNTY-  OR/WALLOWA
 RA0578  USGS QUAD   -  HICKS SPRING (1990)
 RA0578
 RA0578                         *CURRENT SURVEY CONTROL
 RA0578  ___________________________________________________________________
 RA0578* NAD 83(1986)-  45 36 22.     (N)    117 15 38.     (W)     SCALED    
 RA0578* NAVD 88     -      1327.668  (meters)    4355.86   (feet)  POSTED    
 RA0578  ___________________________________________________________________
 RA0578  GEOID HEIGHT-         -16.43  (meters)                     GEOID03
 RA0578  DYNAMIC HT  -        1327.290 (meters)    4354.62  (feet)  COMP
 RA0578  MODELED GRAV-     980,282.5   (mgal)                       NAVD 88
 RA0578
 RA0578  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 RA0578
 RA0578.The horizontal coordinates were scaled from a topographic map and have
 RA0578.an estimated accuracy of +/- 6 seconds.
 RA0578
 RA0578.The orthometric height was determined by differential leveling
 RA0578.and adjusted by the  in 1992.
 RA0578.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 RA0578.rate of 4.1 thru 8.0 mm/km.
 RA0578
 RA0578.The geoid height was determined by GEOID03.
 RA0578
 RA0578.The dynamic height is computed by dividing the NAVD 88
 RA0578.geopotential number by the normal gravity value computed on the
 RA0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0578.degrees latitude (g = 980.6199 gals.).
 RA0578
 RA0578.The modeled gravity was interpolated from observed gravity values.
 RA0578
 RA0578;                    North         East    Units  Estimated Accuracy
 RA0578;SPC OR N     -   220,580.    2,752,630.      MT  (+/- 180 meters Scaled)
 RA0578
 RA0578                          SUPERSEDED SURVEY CONTROL
 RA0578
 RA0578  NGVD 29 (??/??/92) 1326.447  (m)         4351.85   (f) ADJ UNCH    2 0
 RA0578
 RA0578.Superseded values are not recommended for survey control.
 RA0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0578.See file dsdata.txt to determine how the superseded data were derived.
 RA0578
 RA0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML796503(NAD 83)
 RA0578_MARKER: DD = SURVEY DISK
 RA0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RA0578_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RA0578_STAMPING: R.P.P.I. 46.76
 RA0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0578+STABILITY: SURFACE MOTION
 RA0578
 RA0578  HISTORY     - Date     Condition        Report By
 RA0578  HISTORY     - UNK      MONUMENTED       ORDT
 RA0578  HISTORY     - 1946     GOOD             NGS
 RA0578
 RA0578                          STATION DESCRIPTION
 RA0578
 RA0578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RA0578'13.8 MI N FROM ENTERPRISE.
 RA0578'ALONG STATE HIGHWAY 3 FROM THE COURTHOUSE AT ENTERPRISE.  32 FEET EAST
 RA0578'OF THE CENTER LINE OF THE HIGHWAY.  15 FEET NORTHEAST OF A TELEPHONE
 RA0578'POLE.  3 FEET ABOVE THE LEVEL OF THE HIGHWAY.  AT THE EDGE OF PINE
 RA0578'TREES.  FLUSH WITH THE GROUND AND SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0488 ***********************************************************************
 PA0488  DESIGNATION -  4610=4602
 PA0488  PID         -  PA0488
 PA0488  STATE/COUNTY-  OR/CROOK
 PA0488  USGS QUAD   -  MACKEY BUTTE (1992)
 PA0488
 PA0488                         *CURRENT SURVEY CONTROL
 PA0488  ___________________________________________________________________
 PA0488* NAD 83(1986)-  43 51 35.     (N)    119 52 14.     (W)     SCALED    
 PA0488* NAVD 88     -      1406.385  (meters)    4614.11   (feet)  ADJUSTED  
 PA0488  ___________________________________________________________________
 PA0488  GEOID HEIGHT-         -19.15  (meters)                     GEOID03
 PA0488  DYNAMIC HT  -        1405.717 (meters)    4611.92  (feet)  COMP
 PA0488  MODELED GRAV-     980,094.7   (mgal)                       NAVD 88
 PA0488
 PA0488  VERT ORDER  -  FIRST     CLASS II
 PA0488
 PA0488.The horizontal coordinates were scaled from a topographic map and have
 PA0488.an estimated accuracy of +/- 6 seconds.
 PA0488
 PA0488.The orthometric height was determined by differential leveling
 PA0488.and adjusted in June 1991.
 PA0488
 PA0488.The geoid height was determined by GEOID03.
 PA0488
 PA0488.The dynamic height is computed by dividing the NAVD 88
 PA0488.geopotential number by the normal gravity value computed on the
 PA0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0488.degrees latitude (g = 980.6199 gals.).
 PA0488
 PA0488.The modeled gravity was interpolated from observed gravity values.
 PA0488
 PA0488;                    North         East    Units  Estimated Accuracy
 PA0488;SPC OR S     -   243,810.    1,550,600.      MT  (+/- 180 meters Scaled)
 PA0488
 PA0488                          SUPERSEDED SURVEY CONTROL
 PA0488
 PA0488  NGVD 29 (??/??/92) 1405.160  (m)         4610.10   (f) ADJ UNCH    1 2
 PA0488
 PA0488.Superseded values are not recommended for survey control.
 PA0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0488.See file dsdata.txt to determine how the superseded data were derived.
 PA0488
 PA0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKJ693602(NAD 83)
 PA0488_MARKER: P = PIPE CAP
 PA0488_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PA0488_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PA0488_STAMPING: 4610.225 H 1903
 PA0488_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PA0488
 PA0488  HISTORY     - Date     Condition        Report By
 PA0488  HISTORY     - 1903     MONUMENTED       USGS
 PA0488  HISTORY     - 1935     GOOD             NGS
 PA0488
 PA0488                          STATION DESCRIPTION
 PA0488
 PA0488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PA0488'30.4 MI SW FROM PAULINA.
 PA0488'30.4 MILES SOUTHWEST ALONG THE PAULINA-BURNS ROAD FROM PAULINA, CROOK
 PA0488'COUNTY, 6.2 MILES SOUTH OF THE TWELVEMILE CREEK CROSSING, ABOUT 425
 PA0488'FEET NORTH OF THE POINT WHERE THE ROAD LEAVES THE TOP OF THE BANK OF
 PA0488'LONGHOLLOW CREEK AND THEN PARALLELS A FENCE, 94 FEET SOUTHWEST OF THE
 PA0488'MOST WESTERLY CORNER OF A PASTURE FENCE, 30 FEET NORTHEAST OF THE
 PA0488'CREEK AND AT THE TOP OF A SLOPING BANK, 55 FEET NORTHEAST OF THE ROAD
 PA0488'CENTERLINE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP STAMPED
 PA0488'4610.225 H 1903.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0523 ***********************************************************************
 PA0523  DESIGNATION -  4616
 PA0523  PID         -  PA0523
 PA0523  STATE/COUNTY-  OR/LAKE
 PA0523  USGS QUAD   -  HAT BUTTE (1981)
 PA0523
 PA0523                         *CURRENT SURVEY CONTROL
 PA0523  ___________________________________________________________________
 PA0523* NAD 83(1986)-  43 34 37.     (N)    119 55 32.     (W)     SCALED    
 PA0523* NAVD 88     -      1408.022  (meters)    4619.49   (feet)  ADJUSTED  
 PA0523  ___________________________________________________________________
 PA0523  GEOID HEIGHT-         -19.50  (meters)                     GEOID03
 PA0523  DYNAMIC HT  -        1407.325 (meters)    4617.20  (feet)  COMP
 PA0523  MODELED GRAV-     980,074.7   (mgal)                       NAVD 88
 PA0523
 PA0523  VERT ORDER  -  FIRST     CLASS II
 PA0523
 PA0523.The horizontal coordinates were scaled from a topographic map and have
 PA0523.an estimated accuracy of +/- 6 seconds.
 PA0523
 PA0523.The orthometric height was determined by differential leveling
 PA0523.and adjusted in June 1991.
 PA0523
 PA0523.The geoid height was determined by GEOID03.
 PA0523
 PA0523.The dynamic height is computed by dividing the NAVD 88
 PA0523.geopotential number by the normal gravity value computed on the
 PA0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0523.degrees latitude (g = 980.6199 gals.).
 PA0523
 PA0523.The modeled gravity was interpolated from observed gravity values.
 PA0523
 PA0523;                    North         East    Units  Estimated Accuracy
 PA0523;SPC OR S     -   212,360.    1,546,400.      MT  (+/- 180 meters Scaled)
 PA0523
 PA0523                          SUPERSEDED SURVEY CONTROL
 PA0523
 PA0523  NGVD 29 (??/??/92) 1406.798  (m)         4615.47   (f) ADJ UNCH    1 2
 PA0523
 PA0523.Superseded values are not recommended for survey control.
 PA0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0523.See file dsdata.txt to determine how the superseded data were derived.
 PA0523
 PA0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKJ637290(NAD 83)
 PA0523_MARKER: N = NAIL
 PA0523_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PA0523_SP_SET: TREE
 PA0523_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PA0523
 PA0523  HISTORY     - Date     Condition        Report By
 PA0523  HISTORY     - UNK      MONUMENTED       ORDT
 PA0523  HISTORY     - 1943     GOOD             NGS
 PA0523
 PA0523                          STATION DESCRIPTION
 PA0523
 PA0523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PA0523'9.3 MI W FROM GAP RANCH.
 PA0523'THIS MARK IS ABOUT 9.3 MILES WEST ALONG U.S. HIGHWAY 20 FROM GAP
 PA0523'RANCH, HARNEY COUNTY, NEAR SUMMIT OF HILL, 0.8 MILE WEST OF THE WEST
 PA0523'END OF AN EMERGENCY AIR FIELD, IN THE SOUTH SIDE OF THE BASE OF A
 PA0523'JUNIPER TREE, 59.0 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY.  A
 PA0523'NAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0201 ***********************************************************************
 QD0201  DESIGNATION -  4637.3
 QD0201  PID         -  QD0201
 QD0201  STATE/COUNTY-  OR/CROOK
 QD0201  USGS QUAD   -  KEYS CREEK (1992)
 QD0201
 QD0201                         *CURRENT SURVEY CONTROL
 QD0201  ___________________________________________________________________
 QD0201* NAD 83(1986)-  44 20 37.     (N)    120 05 38.     (W)     SCALED    
 QD0201* NAVD 88     -      1414.683  (meters)    4641.34   (feet)  ADJUSTED  
 QD0201  ___________________________________________________________________
 QD0201  GEOID HEIGHT-         -19.04  (meters)                     GEOID03
 QD0201  DYNAMIC HT  -        1414.106 (meters)    4639.45  (feet)  COMP
 QD0201  MODELED GRAV-     980,160.0   (mgal)                       NAVD 88
 QD0201
 QD0201  VERT ORDER  -  SECOND    CLASS 0
 QD0201
 QD0201.The horizontal coordinates were scaled from a topographic map and have
 QD0201.an estimated accuracy of +/- 6 seconds.
 QD0201
 QD0201.The orthometric height was determined by differential leveling
 QD0201.and adjusted in June 1991.
 QD0201
 QD0201.The geoid height was determined by GEOID03.
 QD0201
 QD0201.The dynamic height is computed by dividing the NAVD 88
 QD0201.geopotential number by the normal gravity value computed on the
 QD0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0201.degrees latitude (g = 980.6199 gals.).
 QD0201
 QD0201.The modeled gravity was interpolated from observed gravity values.
 QD0201
 QD0201;                    North         East    Units  Estimated Accuracy
 QD0201;SPC OR S     -   297,470.    1,532,390.      MT  (+/- 180 meters Scaled)
 QD0201
 QD0201                          SUPERSEDED SURVEY CONTROL
 QD0201
 QD0201  NGVD 29 (??/??/92) 1413.464  (m)         4637.34   (f) ADJ UNCH    2 0
 QD0201
 QD0201.Superseded values are not recommended for survey control.
 QD0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0201.See file dsdata.txt to determine how the superseded data were derived.
 QD0201
 QD0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGQ316141(NAD 83)
 QD0201_MARKER: N = NAIL
 QD0201_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QD0201_SP_SET: TREE
 QD0201_STAMPING: 4637.3
 QD0201_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0201
 QD0201  HISTORY     - Date     Condition        Report By
 QD0201  HISTORY     - UNK      MONUMENTED       USGS
 QD0201  HISTORY     - 1949     GOOD             NGS
 QD0201
 QD0201                          STATION DESCRIPTION
 QD0201
 QD0201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 QD0201'2.4 MI SE FROM COLD SPRINGS G S.
 QD0201'2.4 MILES SOUTHEAST ALONG A FOREST SERVICE ROAD FROM COLD SPRINGS
 QD0201'GUARD STATION, AT A SHARP CURVE AT THE JUNCTION OF KEYES TROUGHS
 QD0201'TRAIL, 24 FEET SOUTH OF THE CENTER LINE OF THE ROAD, ABOUT 3 FEET
 QD0201'LOWER THAN THE ROAD, AND DRIVEN IN THE NORTH BASE OF A 30-INCH PINE
 QD0201'TREE BEARING AN ALUMINUM PLATE STAMPED 4637.3.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0364 ***********************************************************************
 PB0364  DESIGNATION -  4638
 PB0364  PID         -  PB0364
 PB0364  STATE/COUNTY-  OR/KLAMATH
 PB0364  USGS QUAD   -  MUTTONCHOP BUTTE (1967)
 PB0364
 PB0364                         *CURRENT SURVEY CONTROL
 PB0364  ___________________________________________________________________
 PB0364* NAD 83(1986)-  43 18 34.     (N)    121 46 01.     (W)     SCALED    
 PB0364* NAVD 88     -      1415.082  (meters)    4642.65   (feet)  ADJUSTED  
 PB0364  ___________________________________________________________________
 PB0364  GEOID HEIGHT-         -21.32  (meters)                     GEOID03
 PB0364  DYNAMIC HT  -        1414.316 (meters)    4640.14  (feet)  COMP
 PB0364  MODELED GRAV-     980,029.4   (mgal)                       NAVD 88
 PB0364
 PB0364  VERT ORDER  -  FIRST     CLASS II
 PB0364
 PB0364.The horizontal coordinates were scaled from a topographic map and have
 PB0364.an estimated accuracy of +/- 6 seconds.
 PB0364
 PB0364.The orthometric height was determined by differential leveling
 PB0364.and adjusted in June 1991.
 PB0364
 PB0364.The geoid height was determined by GEOID03.
 PB0364
 PB0364.The dynamic height is computed by dividing the NAVD 88
 PB0364.geopotential number by the normal gravity value computed on the
 PB0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0364.degrees latitude (g = 980.6199 gals.).
 PB0364
 PB0364.The modeled gravity was interpolated from observed gravity values.
 PB0364
 PB0364;                    North         East    Units  Estimated Accuracy
 PB0364;SPC OR S     -   183,260.    1,397,230.      MT  (+/- 180 meters Scaled)
 PB0364
 PB0364                          SUPERSEDED SURVEY CONTROL
 PB0364
 PB0364  NGVD 29 (??/??/92) 1413.772  (m)         4638.35   (f) ADJ UNCH    1 2
 PB0364
 PB0364.Superseded values are not recommended for survey control.
 PB0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0364.See file dsdata.txt to determine how the superseded data were derived.
 PB0364
 PB0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN999959(NAD 83)
 PB0364_MARKER: Q = CHISELED SQUARE
 PB0364_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PB0364_SP_SET: CULVERT
 PB0364_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PB0364
 PB0364  HISTORY     - Date     Condition        Report By
 PB0364  HISTORY     - UNK      MONUMENTED       ORGS
 PB0364  HISTORY     - 1934     GOOD             NGS
 PB0364  HISTORY     - 1954     MARK NOT FOUND   NGS
 PB0364  HISTORY     - 19880707 MARK NOT FOUND   NGS
 PB0364
 PB0364                          STATION DESCRIPTION
 PB0364
 PB0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PB0364'11.4 MI S FROM CRESCENT.
 PB0364'11.4 MILES SOUTH ALONG THE DALLES - CALIFORNIA HIGHWAY FROM CRESCENT,
 PB0364'KLAMATH COUNTY, AT MILEAGE 200.5, NEAR THE WEST BASE OF BLACK BUTTE,
 PB0364'INSIDE A CURVE NEAR THE FOOT OF A HILL, 13 FEET EAST OF THE HIGHWAY
 PB0364'CENTERLINE, IN A CULVERT HEADWALL.  A CHISELED SQUARE.
 PB0364
 PB0364                          STATION RECOVERY (1954)
 PB0364
 PB0364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 PB0364'MARK NOT FOUND.
 PB0364
 PB0364                          STATION RECOVERY (1988)
 PB0364
 PB0364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 PB0364'THERE HAS BEEN ROAD CONSTRUCTION AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0368 ***********************************************************************
 PC0368  DESIGNATION -  464 B
 PC0368  PID         -  PC0368
 PC0368  STATE/COUNTY-  OR/DOUGLAS
 PC0368  USGS QUAD   -  ROSEBURG EAST (1987)
 PC0368
 PC0368                         *CURRENT SURVEY CONTROL
 PC0368  ___________________________________________________________________
 PC0368* NAD 83(1986)-  43 12 27.     (N)    123 20 56.     (W)     SCALED    
 PC0368* NAVD 88     -       142.700  (meters)     468.17   (feet)  ADJUSTED  
 PC0368  ___________________________________________________________________
 PC0368  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 PC0368  DYNAMIC HT  -         142.671 (meters)     468.08  (feet)  COMP
 PC0368  MODELED GRAV-     980,411.0   (mgal)                       NAVD 88
 PC0368
 PC0368  VERT ORDER  -  FIRST     CLASS II
 PC0368
 PC0368.The horizontal coordinates were scaled from a topographic map and have
 PC0368.an estimated accuracy of +/- 6 seconds.
 PC0368
 PC0368.The orthometric height was determined by differential leveling
 PC0368.and adjusted in June 1991.
 PC0368.WARNING-Repeat measurements at this control monument indicate possible
 PC0368.vertical movement.
 PC0368
 PC0368.The geoid height was determined by GEOID03.
 PC0368
 PC0368.The dynamic height is computed by dividing the NAVD 88
 PC0368.geopotential number by the normal gravity value computed on the
 PC0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0368.degrees latitude (g = 980.6199 gals.).
 PC0368
 PC0368.The modeled gravity was interpolated from observed gravity values.
 PC0368
 PC0368;                    North         East    Units  Estimated Accuracy
 PC0368;SPC OR S     -   175,100.    1,268,550.      MT  (+/- 180 meters Scaled)
 PC0368
 PC0368                          SUPERSEDED SURVEY CONTROL
 PC0368
 PC0368  NGVD 29 (??/??/92)  141.642  (m)          464.70   (f) ADJ UNCH    1 2
 PC0368
 PC0368.Superseded values are not recommended for survey control.
 PC0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0368.See file dsdata.txt to determine how the superseded data were derived.
 PC0368
 PC0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN716839(NAD 83)
 PC0368_MARKER: P = PIPE CAP
 PC0368_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PC0368_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PC0368_STAMPING: 463.40 464 B 1903
 PC0368_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PC0368
 PC0368  HISTORY     - Date     Condition        Report By
 PC0368  HISTORY     - 1903     MONUMENTED       USGS
 PC0368  HISTORY     - 1954     GOOD             NGS
 PC0368  HISTORY     - 1987     MARK NOT FOUND   NGS
 PC0368
 PC0368                          STATION DESCRIPTION
 PC0368
 PC0368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 PC0368'IN ROSEBURG.
 PC0368'AT ROSEBURG, AT THE INTERSECTION OF NORTH PINE AND WEST OAK STREETS,
 PC0368'12.4 FEET WEST OF THE WEST CORNER OF THE COCA COLA BOTTLING COMPANY
 PC0368'BUILDING, 7.0 FEET NORTHEAST OF THE NORTHEAST CURB OF WEST OAK STREET,
 PC0368'1.1 FEET SOUTHEAST OF THE SOUTHEAST CURB OF NORTH PINE STREET, ABOUT
 PC0368'LEVEL WITH THE STREET, AND RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE
 PC0368'PROJECTING 0.2 FOOT OUT OF THE SIDEWALK.
 PC0368
 PC0368                          STATION RECOVERY (1987)
 PC0368
 PC0368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PC0368'THERE HAS BEEN ROAD CONSTRUCTION IN THIS AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0408 ***********************************************************************
 PC0408  DESIGNATION -  464 B=S 10
 PC0408  PID         -  PC0408
 PC0408  STATE/COUNTY-  OR/DOUGLAS
 PC0408  USGS QUAD   -  SUTHERLIN (1988)
 PC0408
 PC0408                         *CURRENT SURVEY CONTROL
 PC0408  ___________________________________________________________________
 PC0408* NAD 83(1986)-  43 27 54.     (N)    123 18 54.     (W)     SCALED    
 PC0408* NAVD 88     -       142.849  (meters)     468.66   (feet)  ADJUSTED  
 PC0408  ___________________________________________________________________
 PC0408  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 PC0408  DYNAMIC HT  -         142.825 (meters)     468.58  (feet)  COMP
 PC0408  MODELED GRAV-     980,450.1   (mgal)                       NAVD 88
 PC0408
 PC0408  VERT ORDER  -  FIRST     CLASS II
 PC0408
 PC0408.The horizontal coordinates were scaled from a topographic map and have
 PC0408.an estimated accuracy of +/- 6 seconds.
 PC0408
 PC0408.The orthometric height was determined by differential leveling
 PC0408.and adjusted in June 1991.
 PC0408
 PC0408.The geoid height was determined by GEOID03.
 PC0408
 PC0408.The dynamic height is computed by dividing the NAVD 88
 PC0408.geopotential number by the normal gravity value computed on the
 PC0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0408.degrees latitude (g = 980.6199 gals.).
 PC0408
 PC0408.The modeled gravity was interpolated from observed gravity values.
 PC0408
 PC0408;                    North         East    Units  Estimated Accuracy
 PC0408;SPC OR S     -   203,590.    1,272,270.      MT  (+/- 180 meters Scaled)
 PC0408
 PC0408                          SUPERSEDED SURVEY CONTROL
 PC0408
 PC0408  NGVD 29 (??/??/92)  141.772  (m)          465.13   (f) ADJ UNCH    1 2
 PC0408
 PC0408.Superseded values are not recommended for survey control.
 PC0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0408.See file dsdata.txt to determine how the superseded data were derived.
 PC0408
 PC0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP745125(NAD 83)
 PC0408_MARKER: P = PIPE CAP
 PC0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PC0408_STAMPING: S 10 464 B 1903
 PC0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0408+STABILITY: SURFACE MOTION
 PC0408
 PC0408  HISTORY     - Date     Condition        Report By
 PC0408  HISTORY     - 1903     MONUMENTED       USGS
 PC0408  HISTORY     - 1954     GOOD             NGS
 PC0408  HISTORY     - 1987     MARK NOT FOUND   NGS
 PC0408
 PC0408                          STATION DESCRIPTION
 PC0408
 PC0408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 PC0408'3.7 MI N FROM OAKLAND.
 PC0408'3.7 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 PC0408'STATION AT OAKLAND, 0.25 MILE SOUTH OF THE CROSSING OF A GRAVELED
 PC0408'ROAD, ABOUT 115 YARDS SOUTH OF CULVERT 592.70, ON THE OUTSIDE OF A
 PC0408'CURVE, 28.5 FEET NORTHEAST OF A SIGN POST INDICATING A ROAD CROSSING,
 PC0408'25.4 FEET EAST OF THE EAST RAIL, 15 1/2 FEET NORTHEAST OF A TELEPHONE
 PC0408'POLE WITH A GUY WIRE, 1.9 FEET WEST OF A FENCE, ABOUT 1 1/2 FEET LOWER
 PC0408'THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8
 PC0408'FOOT ABOVE THE GROUND.
 PC0408
 PC0408                          STATION RECOVERY (1987)
 PC0408
 PC0408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PC0408'THERE IS A NEW CULVERT AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1294 ***********************************************************************
 NZ1294  DESIGNATION -  4643 VA
 NZ1294  PID         -  NZ1294
 NZ1294  STATE/COUNTY-  OR/CURRY
 NZ1294  USGS QUAD   -  CHETCO PEAK (1989)
 NZ1294
 NZ1294                         *CURRENT SURVEY CONTROL
 NZ1294  ___________________________________________________________________
 NZ1294* NAD 83(1991)-  42 08 09.57294(N)    123 56 32.76868(W)     ADJUSTED  
 NZ1294* NAVD 88     -      1424.     (meters)    4672.     (feet)  SCALED    
 NZ1294  ___________________________________________________________________
 NZ1294  LAPLACE CORR-          15.01  (seconds)                    DEFLEC99
 NZ1294  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 NZ1294  HORZ ORDER  -  SECOND
 NZ1294
 NZ1294.The horizontal coordinates were established by classical geodetic methods
 NZ1294.and adjusted by the National Geodetic Survey in October 1991.
 NZ1294
 NZ1294.The orthometric height was scaled from a topographic map.
 NZ1294
 NZ1294.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ1294
 NZ1294.The geoid height was determined by GEOID03.
 NZ1294
 NZ1294;                    North         East     Units Scale Factor Converg.
 NZ1294;SPC OR S     -    57,984.654 1,215,463.990   MT  1.00005552   -2 21 18.5
 NZ1294;SPC OR S     -   190,238.37  3,987,742.75   iFT  1.00005552   -2 21 18.5
 NZ1294;SPC CA 1     -   813,010.697 1,839,399.390   MT  1.00015316   -1 16 12.5
 NZ1294;SPC CA 1     - 2,667,352.60  6,034,762.83   sFT  1.00015316   -1 16 12.5
 NZ1294;UTM  10      - 4,665,305.250   422,115.761   MT  0.99967464   -0 37 56.3
 NZ1294
 NZ1294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NZ1294!SPC OR S     -   0.99978077  x   1.00005552  =   0.99983627
 NZ1294!SPC CA 1     -   0.99978077  x   1.00015316  =   0.99993389
 NZ1294!UTM  10      -   0.99978077  x   0.99967464  =   0.99945548
 NZ1294
 NZ1294                          SUPERSEDED SURVEY CONTROL
 NZ1294
 NZ1294  NAD 83(1986)-  42 08 09.55909(N)    123 56 32.77258(W) AD(       ) 2
 NZ1294  NAD 27      -  42 08 10.16700(N)    123 56 28.49400(W) AD(       ) 2
 NZ1294
 NZ1294.Superseded values are not recommended for survey control.
 NZ1294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1294.See file dsdata.txt to determine how the superseded data were derived.
 NZ1294
 NZ1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM2211665305(NAD 83)
 NZ1294
 NZ1294  HISTORY     - Date     Condition        Report By
 NZ1294  HISTORY     - 1943     MONUMENTED       USGS
 NZ1294
 NZ1294                          STATION DESCRIPTION
 NZ1294
 NZ1294'DESCRIBED BY US GEOLOGICAL SURVEY 1943
 NZ1294'SEE STATION CHETCO
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0245 ***********************************************************************
 PA0245  DESIGNATION -  4652
 PA0245  PID         -  PA0245
 PA0245  STATE/COUNTY-  OR/HARNEY
 PA0245  USGS QUAD   -  STINKINGWATER PASS (1978)
 PA0245
 PA0245                         *CURRENT SURVEY CONTROL
 PA0245  ___________________________________________________________________
 PA0245* NAD 83(1986)-  43 40 43.     (N)    118 33 21.     (W)     SCALED    
 PA0245* NAVD 88     -      1421.384  (meters)    4663.32   (feet)  ADJUSTED  
 PA0245  ___________________________________________________________________
 PA0245  GEOID HEIGHT-         -18.49  (meters)                     GEOID03
 PA0245  DYNAMIC HT  -        1420.676 (meters)    4661.00  (feet)  COMP
 PA0245  MODELED GRAV-     980,071.2   (mgal)                       NAVD 88
 PA0245
 PA0245  VERT ORDER  -  FIRST     CLASS II
 PA0245
 PA0245.The horizontal coordinates were scaled from a topographic map and have
 PA0245.an estimated accuracy of +/- 6 seconds.
 PA0245
 PA0245.The orthometric height was determined by differential leveling
 PA0245.and adjusted in June 1991.
 PA0245
 PA0245.The geoid height was determined by GEOID03.
 PA0245
 PA0245.The dynamic height is computed by dividing the NAVD 88
 PA0245.geopotential number by the normal gravity value computed on the
 PA0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0245.degrees latitude (g = 980.6199 gals.).
 PA0245
 PA0245.The modeled gravity was interpolated from observed gravity values.
 PA0245
 PA0245;                    North         East    Units  Estimated Accuracy
 PA0245;SPC OR S     -   225,320.    1,656,750.      MT  (+/- 180 meters Scaled)
 PA0245
 PA0245                          SUPERSEDED SURVEY CONTROL
 PA0245
 PA0245  NGVD 29 (??/??/92) 1420.186  (m)         4659.39   (f) ADJ UNCH    1 2
 PA0245
 PA0245.Superseded values are not recommended for survey control.
 PA0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0245.See file dsdata.txt to determine how the superseded data were derived.
 PA0245
 PA0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ745373(NAD 83)
 PA0245_MARKER: P = PIPE CAP
 PA0245_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PA0245_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PA0245_STAMPING: 4659.792 H 1903
 PA0245_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PA0245
 PA0245  HISTORY     - Date     Condition        Report By
 PA0245  HISTORY     - 1903     MONUMENTED       USGS
 PA0245  HISTORY     - 1935     GOOD             NGS
 PA0245
 PA0245                          STATION DESCRIPTION
 PA0245
 PA0245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PA0245'18.3 MI E FROM HARNEY.
 PA0245'18.3 MILES EAST ALONG THE BURNS-DREWSEY ROAD FROM HARNEY, HARNEY
 PA0245'COUNTY, 15.4 MILE WEST OF DREWSEY, IN NIGGER FLAT, ABOUT 1000 FEET
 PA0245'EAST OF THE ABANDONED CENTRAL OREGON HIGHWAY, ABOUT 1000 FEET SOUTH OF
 PA0245'THE CENTRA OREGON HIGHWAY, 188 FEET IN AZIMUTH 325 DEGREES FROM A 12
 PA0245'INCH BUSHY LONE JUNIPER GROWING AT THE SOUTHEAST TOE OF A LOW
 PA0245'PROMINENT KNOLL, 30 FEET SOUTHEAST OF THE OLD STAGE ROAD CUTTING
 PA0245'DIAGONALLY ACROSS THE FLAT.  A UNITED STATES GEOLOGICAL SURVEY
 PA0245'STANDARD CAP STAMPED 4659.792 H 1903 AND RIVETED TO A 3 1/2 INCH IRON
 PA0245'PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0364 ***********************************************************************
 NZ0364  DESIGNATION -  4659.9
 NZ0364  PID         -  NZ0364
 NZ0364  STATE/COUNTY-  OR/JACKSON
 NZ0364  USGS QUAD   -  ABBOTT BUTTE (1989)
 NZ0364
 NZ0364                         *CURRENT SURVEY CONTROL
 NZ0364  ___________________________________________________________________
 NZ0364* NAD 83(1986)-  42 54 25.     (N)    122 34 11.     (W)     SCALED    
 NZ0364* NAVD 88     -      1421.607  (meters)    4664.06   (feet)  ADJUSTED  
 NZ0364  ___________________________________________________________________
 NZ0364  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 NZ0364  DYNAMIC HT  -        1421.020 (meters)    4662.13  (feet)  COMP
 NZ0364  MODELED GRAV-     980,154.6   (mgal)                       NAVD 88
 NZ0364
 NZ0364  VERT ORDER  -  SECOND    CLASS 0
 NZ0364
 NZ0364.The horizontal coordinates were scaled from a topographic map and have
 NZ0364.an estimated accuracy of +/- 6 seconds.
 NZ0364
 NZ0364.The orthometric height was determined by differential leveling
 NZ0364.and adjusted in June 1991.
 NZ0364
 NZ0364.The geoid height was determined by GEOID03.
 NZ0364
 NZ0364.The dynamic height is computed by dividing the NAVD 88
 NZ0364.geopotential number by the normal gravity value computed on the
 NZ0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0364.degrees latitude (g = 980.6199 gals.).
 NZ0364
 NZ0364.The modeled gravity was interpolated from observed gravity values.
 NZ0364
 NZ0364;                    North         East    Units  Estimated Accuracy
 NZ0364;SPC OR S     -   139,860.    1,331,010.      MT  (+/- 180 meters Scaled)
 NZ0364
 NZ0364                          SUPERSEDED SURVEY CONTROL
 NZ0364
 NZ0364  NGVD 29 (??/??/92) 1420.516  (m)         4660.48   (f) ADJ UNCH    2 0
 NZ0364
 NZ0364.Superseded values are not recommended for survey control.
 NZ0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0364.See file dsdata.txt to determine how the superseded data were derived.
 NZ0364
 NZ0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN351505(NAD 83)
 NZ0364_MARKER: N = NAIL
 NZ0364_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NZ0364_SP_SET: CEDAR TREE
 NZ0364_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0364
 NZ0364  HISTORY     - Date     Condition        Report By
 NZ0364  HISTORY     - UNK      MONUMENTED       USGS
 NZ0364  HISTORY     - 1967     GOOD             NGS
 NZ0364
 NZ0364                          STATION DESCRIPTION
 NZ0364
 NZ0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 NZ0364'3 MI SE FROM HUCKLEBERRY GAP.
 NZ0364'REACHED FROM HUCKLEBERRY GAP BY GOING SOUTH, SOUTHEAST AND EAST ON
 NZ0364'FOREST SERVICE ROAD 3017 FOR 1.9 MILES TO THE JUNCTION WITH FOREST
 NZ0364'SERVICE ROAD 3017C AT A T INTERSECTION, TURN RIGHT AND GO SOUTHWEST ON
 NZ0364'3017C FOR 0.6 MILE TO AN ANGLING CROSSROAD, TURN LEFT AND GO
 NZ0364'SOUTHEAST, DOWN THE OLD ROAD THAT IS NO LONGER USED FOR 0.25 MILE TO
 NZ0364'THE BENCH MARK ON THE RIGHT, 100 FEET WEST OF WHERE THE ROAD GOES
 NZ0364'THROUGH A SWALE, 9 FEET SOUTH OF THE CENTER OF THE ROAD AND 2 FEET
 NZ0364'ABOVE THE ROAD IN THE NORTH BASE OF A 3-FOOT CEDAR TREE WITH A WITNESS
 NZ0364'SIGN NAILED ON IT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0076 ***********************************************************************
 QC0076  DESIGNATION -  4662
 QC0076  PID         -  QC0076
 QC0076  STATE/COUNTY-  OR/MALHEUR
 QC0076  USGS QUAD   -  ELDORADO PASS (1984)
 QC0076
 QC0076                         *CURRENT SURVEY CONTROL
 QC0076  ___________________________________________________________________
 QC0076* NAD 83(1986)-  44 20 18.     (N)    118 05 07.     (W)     SCALED    
 QC0076* NAVD 88     -      1422.716  (meters)    4667.69   (feet)  ADJUSTED  
 QC0076  ___________________________________________________________________
 QC0076  GEOID HEIGHT-         -17.51  (meters)                     GEOID03
 QC0076  DYNAMIC HT  -        1422.088 (meters)    4665.63  (feet)  COMP
 QC0076  MODELED GRAV-     980,126.6   (mgal)                       NAVD 88
 QC0076
 QC0076  VERT ORDER  -  FIRST     CLASS II
 QC0076
 QC0076.The horizontal coordinates were scaled from a topographic map and have
 QC0076.an estimated accuracy of +/- 6 seconds.
 QC0076
 QC0076.The orthometric height was determined by differential leveling
 QC0076.and adjusted in June 1991.
 QC0076
 QC0076.The geoid height was determined by GEOID03.
 QC0076
 QC0076.The dynamic height is computed by dividing the NAVD 88
 QC0076.geopotential number by the normal gravity value computed on the
 QC0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0076.degrees latitude (g = 980.6199 gals.).
 QC0076
 QC0076.The modeled gravity was interpolated from observed gravity values.
 QC0076
 QC0076;                    North         East    Units  Estimated Accuracy
 QC0076;SPC OR S     -   299,580.    1,692,570.      MT  (+/- 180 meters Scaled)
 QC0076
 QC0076                          SUPERSEDED SURVEY CONTROL
 QC0076
 QC0076  NGVD 29 (??/??/92) 1421.465  (m)         4663.59   (f) ADJ UNCH    1 2
 QC0076
 QC0076.Superseded values are not recommended for survey control.
 QC0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0076.See file dsdata.txt to determine how the superseded data were derived.
 QC0076
 QC0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK134100(NAD 83)
 QC0076_MARKER: P = PIPE CAP
 QC0076_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QC0076_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QC0076_STAMPING: 4664.036 ADJ 1903
 QC0076_MARK LOGO: USGS  
 QC0076_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QC0076
 QC0076  HISTORY     - Date     Condition        Report By
 QC0076  HISTORY     - 1903     MONUMENTED       USGS
 QC0076  HISTORY     - 1963     GOOD             NGS
 QC0076  HISTORY     - 1985     GOOD             NGS
 QC0076
 QC0076                          STATION DESCRIPTION
 QC0076
 QC0076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 QC0076'8.0 MI W FROM IRONSIDE.
 QC0076'8.0 MILES WEST ALONG U.S. HIGHWAY 26 FROM THE POST OFFICE AT IRONSIDE
 QC0076'AT THE SUMMIT OF ELDORADO PASS, 92 FEET EAST OF THE TOP OF THE CUT, 85
 QC0076'FEET SOUTHEAST OF A PINE TREE, 79 FEET SOUTH OF ANOTHER PINE TREE (THE
 QC0076'ONLY TWO TREES ON THE HILL), 76 FEET EAST OF THE FENCE, 64 FEET SOUTH
 QC0076'OF A DITCH, 20 FEET EAST OF THE REMAINS OF AN OLD ROADBED AND 0.5 FOOT
 QC0076'NORTH OF A METAL WITNESS POST.  THE CAP IS RIVETED TO THE TOP OF A 3
 QC0076'1/2-INCH IRON PIPE THAT PROJECTS 8 INCHES.
 QC0076
 QC0076                          STATION RECOVERY (1985)
 QC0076
 QC0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QC0076'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0151 ***********************************************************************
 QC0151  DESIGNATION -  4667
 QC0151  PID         -  QC0151
 QC0151  STATE/COUNTY-  OR/GRANT
 QC0151  USGS QUAD   -  SENECA (1990)
 QC0151
 QC0151                         *CURRENT SURVEY CONTROL
 QC0151  ___________________________________________________________________
 QC0151* NAD 83(1986)-  44 08 04.     (N)    118 58 22.     (W)     SCALED    
 QC0151* NAVD 88     -      1423.313  (meters)    4669.65   (feet)  ADJUSTED  
 QC0151  ___________________________________________________________________
 QC0151  GEOID HEIGHT-         -18.11  (meters)                     GEOID03
 QC0151  DYNAMIC HT  -        1422.649 (meters)    4667.47  (feet)  COMP
 QC0151  MODELED GRAV-     980,101.9   (mgal)                       NAVD 88
 QC0151
 QC0151  VERT ORDER  -  FIRST     CLASS II
 QC0151
 QC0151.The horizontal coordinates were scaled from a topographic map and have
 QC0151.an estimated accuracy of +/- 6 seconds.
 QC0151
 QC0151.The orthometric height was determined by differential leveling
 QC0151.and adjusted in June 1991.
 QC0151
 QC0151.The geoid height was determined by GEOID03.
 QC0151
 QC0151.The dynamic height is computed by dividing the NAVD 88
 QC0151.geopotential number by the normal gravity value computed on the
 QC0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0151.degrees latitude (g = 980.6199 gals.).
 QC0151
 QC0151.The modeled gravity was interpolated from observed gravity values.
 QC0151
 QC0151;                    North         East    Units  Estimated Accuracy
 QC0151;SPC OR N     -    53,140.    2,622,220.      MT  (+/- 180 meters Scaled)
 QC0151
 QC0151                          SUPERSEDED SURVEY CONTROL
 QC0151
 QC0151  NGVD 29 (??/??/92) 1422.114  (m)         4665.72   (f) ADJ UNCH    1 2
 QC0151
 QC0151.Superseded values are not recommended for survey control.
 QC0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0151.See file dsdata.txt to determine how the superseded data were derived.
 QC0151
 QC0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ421886(NAD 83)
 QC0151_MARKER: DD = SURVEY DISK
 QC0151_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QC0151_SP_SET: SIDEWALK
 QC0151_STAMPING: 4667 1931
 QC0151_MARK LOGO: BPR   
 QC0151_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QC0151
 QC0151  HISTORY     - Date     Condition        Report By
 QC0151  HISTORY     - 1931     MONUMENTED       BPR
 QC0151  HISTORY     - 1962     GOOD             NGS
 QC0151  HISTORY     - 1985     POOR             NGS
 QC0151  HISTORY     - 20050411 MARK NOT FOUND   NGS
 QC0151
 QC0151                          STATION DESCRIPTION
 QC0151
 QC0151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 QC0151'IN SENECA.
 QC0151'ABOUT 9-INCHES NORTH AND 9-INCHES EAST OF THE SOUTHEAST CORNER OF THE
 QC0151'ONLY LARGE, BRICK, STORE BUILDING IN THE TOWN OF SENECA.  THIS
 QC0151'BUILDING IS NOW BEING USED FOR A GENERAL STORE.  BENCH MARK IS 12
 QC0151'INCHES NORTH OF THE SOUTH END OF THE SIDEWALK IN FRONT OF THE STORE
 QC0151'BUILDING AND ABOUT 3-INCHES SOUTH OF BENCH MARK B 71 (U.S.F.S.).
 QC0151
 QC0151                          STATION RECOVERY (1985)
 QC0151
 QC0151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QC0151'RECOVERED IN POOR CONDITION.  THE SIDEWALK IS CRACKED AND THE YEAR
 QC0151'STAMPED IS NO LONGER READABLE. THE 1931 DESCRIPTION IS ADEQUATE.
 QC0151
 QC0151                          STATION RECOVERY (2005)
 QC0151
 QC0151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (JMW)
 QC0151'THE SIDEWALK AT THE DESCRIBED LOCATION HAS BEEN REMOVED.  ASSUMED
 QC0151'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0580 ***********************************************************************
 RB0580  DESIGNATION -  467
 RB0580  PID         -  RB0580
 RB0580  STATE/COUNTY-  OR/UMATILLA
 RB0580  USGS QUAD   -  HERMISTON (1993)
 RB0580
 RB0580                         *CURRENT SURVEY CONTROL
 RB0580  ___________________________________________________________________
 RB0580* NAD 83(1986)-  45 50 47.     (N)    119 17 40.     (W)     SCALED    
 RB0580* NAVD 88     -       143.373  (meters)     470.38   (feet)  ADJUSTED  
 RB0580  ___________________________________________________________________
 RB0580  GEOID HEIGHT-         -21.75  (meters)                     GEOID03
 RB0580  DYNAMIC HT  -         143.371 (meters)     470.38  (feet)  COMP
 RB0580  MODELED GRAV-     980,599.3   (mgal)                       NAVD 88
 RB0580
 RB0580  VERT ORDER  -  SECOND    CLASS 0
 RB0580
 RB0580.The horizontal coordinates were scaled from a topographic map and have
 RB0580.an estimated accuracy of +/- 6 seconds.
 RB0580
 RB0580.The orthometric height was determined by differential leveling
 RB0580.and adjusted in June 1991.
 RB0580
 RB0580.The geoid height was determined by GEOID03.
 RB0580
 RB0580.The dynamic height is computed by dividing the NAVD 88
 RB0580.geopotential number by the normal gravity value computed on the
 RB0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0580.degrees latitude (g = 980.6199 gals.).
 RB0580
 RB0580.The modeled gravity was interpolated from observed gravity values.
 RB0580
 RB0580;                    North         East    Units  Estimated Accuracy
 RB0580;SPC OR N     -   242,920.    2,593,640.      MT  (+/- 180 meters Scaled)
 RB0580
 RB0580                          SUPERSEDED SURVEY CONTROL
 RB0580
 RB0580  NGVD 29 (??/??/92)  142.362  (m)          467.07   (f) ADJ UNCH    2 0
 RB0580
 RB0580.Superseded values are not recommended for survey control.
 RB0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0580.See file dsdata.txt to determine how the superseded data were derived.
 RB0580
 RB0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL218795(NAD 83)
 RB0580_MARKER: DD = SURVEY DISK
 RB0580_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RB0580_SP_SET: CULVERT
 RB0580_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RB0580
 RB0580  HISTORY     - Date     Condition        Report By
 RB0580  HISTORY     - UNK      MONUMENTED       BOR
 RB0580  HISTORY     - 1951     GOOD             NGS
 RB0580
 RB0580                          STATION DESCRIPTION
 RB0580
 RB0580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 RB0580'0.4 MI N FROM HERMISTON.
 RB0580'0.4 MILE NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 RB0580'HERMISTON, UMATILLA COUNTY, AT CONCRETE IRRIGATION CULVERT 189.30, IN
 RB0580'THE TOP OF THE SOUTH END OF THE EAST HEADWALL, 22.5 FEET EAST OF THE
 RB0580'CENTERLINE OF THE MAIN TRACK, AND 25 FEET NORTHWEST OF A POLE.  A
 RB0580'UNITED STATES RECLAMATION SERVICE STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0416 ***********************************************************************
 PB0416  DESIGNATION -  4677.1
 PB0416  PID         -  PB0416
 PB0416  STATE/COUNTY-  OR/KLAMATH
 PB0416  USGS QUAD   -  WELCH BUTTE (1967)
 PB0416
 PB0416                         *CURRENT SURVEY CONTROL
 PB0416  ___________________________________________________________________
 PB0416* NAD 83(1986)-  43 05 00.     (N)    121 53 23.     (W)     SCALED    
 PB0416* NAVD 88     -      1426.921  (meters)    4681.49   (feet)  ADJUSTED  
 PB0416  ___________________________________________________________________
 PB0416  GEOID HEIGHT-         -21.66  (meters)                     GEOID03
 PB0416  DYNAMIC HT  -        1426.128 (meters)    4678.89  (feet)  COMP
 PB0416  MODELED GRAV-     980,014.6   (mgal)                       NAVD 88
 PB0416
 PB0416  VERT ORDER  -  FIRST     CLASS II
 PB0416
 PB0416.The horizontal coordinates were scaled from a topographic map and have
 PB0416.an estimated accuracy of +/- 6 seconds.
 PB0416
 PB0416.The orthometric height was determined by differential leveling
 PB0416.and adjusted in June 1991.
 PB0416
 PB0416.The geoid height was determined by GEOID03.
 PB0416
 PB0416.The dynamic height is computed by dividing the NAVD 88
 PB0416.geopotential number by the normal gravity value computed on the
 PB0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0416.degrees latitude (g = 980.6199 gals.).
 PB0416
 PB0416.The modeled gravity was interpolated from observed gravity values.
 PB0416
 PB0416;                    North         East    Units  Estimated Accuracy
 PB0416;SPC OR S     -   158,310.    1,386,850.      MT  (+/- 180 meters Scaled)
 PB0416
 PB0416                          SUPERSEDED SURVEY CONTROL
 PB0416
 PB0416  NGVD 29 (??/??/92) 1425.633  (m)         4677.26   (f) ADJ UNCH    1 2
 PB0416
 PB0416.Superseded values are not recommended for survey control.
 PB0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0416.See file dsdata.txt to determine how the superseded data were derived.
 PB0416
 PB0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN903706(NAD 83)
 PB0416_MARKER: Q = CHISELED SQUARE
 PB0416_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PB0416_SP_SET: CULVERT
 PB0416_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PB0416
 PB0416  HISTORY     - Date     Condition        Report By
 PB0416  HISTORY     - UNK      MONUMENTED       USGS
 PB0416  HISTORY     - 1941     GOOD             NGS
 PB0416
 PB0416                          STATION DESCRIPTION
 PB0416
 PB0416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 PB0416'3.4 MI W FROM DIAMOND-CRATER LAKE JCT.
 PB0416'ALONG STATE HIGHWAY 230, 3.4 MILES WEST OF JUNCTION WITH U. S. HIGHWAY
 PB0416'97, IN THE WEST END OF THE SOUTH HEAD WALL OF A CONCRETE CULVERT, TOP
 PB0416'OF WALL, PAINTED USBM 4677.1.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0417 ***********************************************************************
 PB0417  DESIGNATION -  4677.1 RESET
 PB0417  PID         -  PB0417
 PB0417  STATE/COUNTY-  OR/KLAMATH
 PB0417  USGS QUAD   -  WELCH BUTTE (1967)
 PB0417
 PB0417                         *CURRENT SURVEY CONTROL
 PB0417  ___________________________________________________________________
 PB0417* NAD 83(1986)-  43 05 00.     (N)    121 53 22.     (W)     SCALED    
 PB0417* NAVD 88     -      1425.88   (meters)    4678.1    (feet)  RESET     
 PB0417  ___________________________________________________________________
 PB0417  GEOID HEIGHT-         -21.66  (meters)                     GEOID03
 PB0417  VERT ORDER  -  THIRD
 PB0417
 PB0417.The horizontal coordinates were scaled from a topographic map and have
 PB0417.an estimated accuracy of +/- 6 seconds.
 PB0417
 PB0417.The orthometric height was computed from unverified reset data.
 PB0417
 PB0417.The geoid height was determined by GEOID03.
 PB0417
 PB0417;                    North         East    Units  Estimated Accuracy
 PB0417;SPC OR S     -   158,310.    1,386,870.      MT  (+/- 180 meters Scaled)
 PB0417
 PB0417                          SUPERSEDED SURVEY CONTROL
 PB0417
 PB0417.No superseded survey control is available for this station.
 PB0417
 PB0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN903706(NAD 83)
 PB0417_MARKER: DB = BENCH MARK DISK
 PB0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0417_STAMPING: 4677.1 (USGS) RESET 1961
 PB0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0417+STABILITY: SURFACE MOTION
 PB0417
 PB0417  HISTORY     - Date     Condition        Report By
 PB0417  HISTORY     - 1961     MONUMENTED       CGS
 PB0417
 PB0417                          STATION DESCRIPTION
 PB0417
 PB0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 PB0417'4.0 MI S FROM BEAVER MARSH.
 PB0417'THIS BENCH MARK CAN BE REACHED FROM THE TOWN OF BEAVER MARSH BY GOING
 PB0417'SOUTH ON U.S. HIGHWAY 97 FOR ABOUT 4 MILES TO THE JUNCTION WITH STATE
 PB0417'HIGHWAY 230, TURN RIGHT, GO WEST ON STATE HIGHWAY 230 FOR 3.4 MILES TO
 PB0417'JUST AFTER CROSSING A CONCRETE CULVERT, ABOUT 60 FEET SOUTHWEST OF THE
 PB0417'SOUTH END OF THIS CULVERT, 63.5 FEET SOUTHWEST OF THE ORIGINAL MARK,
 PB0417'72 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT WEST OF A METAL
 PB0417'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 8
 PB0417'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2428 ***********************************************************************
 RD2428  DESIGNATION -  4693 VA
 RD2428  PID         -  RD2428
 RD2428  STATE/COUNTY-  OR/CLACKAMAS
 RD2428  USGS QUAD   -  SOOSAP PEAK (1986)
 RD2428
 RD2428                         *CURRENT SURVEY CONTROL
 RD2428  ___________________________________________________________________
 RD2428* NAD 83(1991)-  45 04 17.85841(N)    122 15 35.45915(W)     NO CHECK  
 RD2428* NAVD 88     -      1422.     (meters)    4665.     (feet)  SCALED    
 RD2428  ___________________________________________________________________
 RD2428  LAPLACE CORR-           8.23  (seconds)                    DEFLEC99
 RD2428  GEOID HEIGHT-         -21.85  (meters)                     GEOID03
 RD2428  HORZ ORDER  -  SECOND
 RD2428
 RD2428.The horizontal coordinates were established by classical geodetic methods
 RD2428.and adjusted by the National Geodetic Survey in October 1991.
 RD2428.No horizontal observational check was made to the station.
 RD2428
 RD2428.The orthometric height was scaled from a topographic map.
 RD2428
 RD2428.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2428
 RD2428.The geoid height was determined by GEOID03.
 RD2428
 RD2428;                    North         East     Units Scale Factor Converg.
 RD2428;SPC OR N     -   157,630.100 2,361,439.778   MT  0.99989601   -1 14 53.0
 RD2428;SPC OR N     -   517,159.12  7,747,505.83   iFT  0.99989601   -1 14 53.0
 RD2428;UTM  10      - 4,991,173.777   558,262.431   MT  0.99964174   +0 31 26.5
 RD2428
 RD2428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2428!SPC OR N     -   0.99978050  x   0.99989601  =   0.99967653
 RD2428!UTM  10      -   0.99978050  x   0.99964174  =   0.99942232
 RD2428
 RD2428                          SUPERSEDED SURVEY CONTROL
 RD2428
 RD2428  NAD 83(1986)-  45 04 17.87610(N)    122 15 35.47307(W) AD(       ) 2
 RD2428  NAD 27      -  45 04 18.44700(N)    122 15 31.17900(W) AD(       ) 2
 RD2428
 RD2428.Superseded values are not recommended for survey control.
 RD2428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2428.See file dsdata.txt to determine how the superseded data were derived.
 RD2428
 RD2428_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ5826291174(NAD 83)
 RD2428
 RD2428  HISTORY     - Date     Condition        Report By
 RD2428  HISTORY     - 1947     MONUMENTED       USGS
 RD2428
 RD2428                          STATION DESCRIPTION
 RD2428
 RD2428'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 RD2428'SEE STATION ARQUETTE USGS
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0342 ***********************************************************************
 PB0342  DESIGNATION -  4694
 PB0342  PID         -  PB0342
 PB0342  STATE/COUNTY-  OR/KLAMATH
 PB0342  USGS QUAD   -  CHEMULT (1967)
 PB0342
 PB0342                         *CURRENT SURVEY CONTROL
 PB0342  ___________________________________________________________________
 PB0342* NAD 83(1986)-  43 10 04.     (N)    121 47 06.     (W)     SCALED    
 PB0342* NAVD 88     -      1432.02   (+/-2cm)    4698.2    (feet)  VERTCON   
 PB0342  ___________________________________________________________________
 PB0342  GEOID HEIGHT-         -21.55  (meters)                     GEOID03
 PB0342  VERT ORDER  -  ? (See Below)
 PB0342
 PB0342.The horizontal coordinates were scaled from a topographic map and have
 PB0342.an estimated accuracy of +/- 6 seconds.
 PB0342
 PB0342.The NAVD 88 height was computed by applying the VERTCON shift value to
 PB0342.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PB0342.The vertical order pertains to the NGVD 29 superseded value.
 PB0342
 PB0342.The geoid height was determined by GEOID03.
 PB0342
 PB0342;                    North         East    Units  Estimated Accuracy
 PB0342;SPC OR S     -   167,550.    1,395,520.      MT  (+/- 180 meters Scaled)
 PB0342
 PB0342                          SUPERSEDED SURVEY CONTROL
 PB0342
 PB0342  NGVD 29 (??/??/92) 1430.721  (m)         4693.96   (f) ADJ UNCH    ?  
 PB0342
 PB0342.Superseded values are not recommended for survey control.
 PB0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0342.See file dsdata.txt to determine how the superseded data were derived.
 PB0342
 PB0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN987801(NAD 83)
 PB0342_MARKER: Q = CHISELED SQUARE
 PB0342_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PB0342_SP_SET: CULVERT
 PB0342_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PB0342
 PB0342  HISTORY     - Date     Condition        Report By
 PB0342  HISTORY     - UNK      MONUMENTED       BPR
 PB0342  HISTORY     - 1934     GOOD             NGS
 PB0342
 PB0342                          STATION DESCRIPTION
 PB0342
 PB0342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PB0342'2.4 MI N FROM BEAVER MARSH.
 PB0342'2.4 MILES NORTH OF BEAVER MARSH, KLAMATH COUNTY, NEAR THE
 PB0342'DALLES-CALIFORNIA HIGHWAY MILEAGE 210.8, AT THE SOUTHERN PACIFIC CO.
 PB0342'RAILROAD MILEAGE 499.7, 460 FEET NORTH OF THE WILLOW SPRINGS ROAD
 PB0342'CROSSING, ON THE NORTHWEST CORNER OF A CONCRETE HEAD WALL OF A 24 INCH
 PB0342'CONCRETE CULVERT, 16.0 FEET FROM THE TRACK CENTERLINE.  A CHISELED
 PB0342'SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0206 ***********************************************************************
 QD0206  DESIGNATION -  4697.0
 QD0206  PID         -  QD0206
 QD0206  STATE/COUNTY-  OR/CROOK
 QD0206  USGS QUAD   -  WILLIAMS PRAIRIE (1992)
 QD0206
 QD0206                         *CURRENT SURVEY CONTROL
 QD0206  ___________________________________________________________________
 QD0206* NAD 83(1986)-  44 21 30.     (N)    120 07 47.     (W)     SCALED    
 QD0206* NAVD 88     -      1432.897  (meters)    4701.10   (feet)  ADJUSTED  
 QD0206  ___________________________________________________________________
 QD0206  GEOID HEIGHT-         -19.09  (meters)                     GEOID03
 QD0206  DYNAMIC HT  -        1432.295 (meters)    4699.12  (feet)  COMP
 QD0206  MODELED GRAV-     980,147.7   (mgal)                       NAVD 88
 QD0206
 QD0206  VERT ORDER  -  SECOND    CLASS 0
 QD0206
 QD0206.The horizontal coordinates were scaled from a topographic map and have
 QD0206.an estimated accuracy of +/- 6 seconds.
 QD0206
 QD0206.The orthometric height was determined by differential leveling
 QD0206.and adjusted in June 1991.
 QD0206
 QD0206.The geoid height was determined by GEOID03.
 QD0206
 QD0206.The dynamic height is computed by dividing the NAVD 88
 QD0206.geopotential number by the normal gravity value computed on the
 QD0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0206.degrees latitude (g = 980.6199 gals.).
 QD0206
 QD0206.The modeled gravity was interpolated from observed gravity values.
 QD0206
 QD0206;                    North         East    Units  Estimated Accuracy
 QD0206;SPC OR S     -   299,090.    1,529,520.      MT  (+/- 180 meters Scaled)
 QD0206
 QD0206                          SUPERSEDED SURVEY CONTROL
 QD0206
 QD0206  NGVD 29 (??/??/92) 1431.654  (m)         4697.02   (f) ADJ UNCH    2 0
 QD0206
 QD0206.Superseded values are not recommended for survey control.
 QD0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0206.See file dsdata.txt to determine how the superseded data were derived.
 QD0206
 QD0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGQ287156(NAD 83)
 QD0206_MARKER: N = NAIL
 QD0206_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QD0206_SP_SET: TREE
 QD0206_STAMPING: 4697.0
 QD0206_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0206
 QD0206  HISTORY     - Date     Condition        Report By
 QD0206  HISTORY     - UNK      MONUMENTED       USGS
 QD0206  HISTORY     - 1949     GOOD             NGS
 QD0206
 QD0206                          STATION DESCRIPTION
 QD0206
 QD0206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 QD0206'0.1 MI N FROM COLD SPRINGS G S.
 QD0206'0.1 MILE NORTH OF COLD SPRINGS GUARD STATION, AT A TRIANGLE FORMED BY
 QD0206'THE JUNCTION OF THE MAIN ROAD AND THE GUARD STATION ENTRANCE DRIVEWAY,
 QD0206'150 FEET NORTH OF THE CENTER OF A CATTLE GUARD ACROSS THE DRIVEWAY,
 QD0206'108 FEET NORTHEAST OF BM 40 KK, 36 FEET SOUTHEAST OF THE CENTER LINE
 QD0206'OF THE ROAD, AND DRIVEN IN THE WEST BASE OF A 30-INCH PINE TREE
 QD0206'BEARING AN ALUMINUM PLATE STAMPED 4697.0.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0341 ***********************************************************************
 PB0341  DESIGNATION -  4698.261
 PB0341  PID         -  PB0341
 PB0341  STATE/COUNTY-  OR/KLAMATH
 PB0341  USGS QUAD   -  CHEMULT (1967)
 PB0341
 PB0341                         *CURRENT SURVEY CONTROL
 PB0341  ___________________________________________________________________
 PB0341* NAD 83(1986)-  43 10 03.     (N)    121 47 06.     (W)     SCALED    
 PB0341* NAVD 88     -      1432.03   (+/-2cm)    4698.3    (feet)  VERTCON   
 PB0341  ___________________________________________________________________
 PB0341  GEOID HEIGHT-         -21.55  (meters)                     GEOID03
 PB0341  VERT ORDER  -  ? (See Below)
 PB0341
 PB0341.The horizontal coordinates were scaled from a topographic map and have
 PB0341.an estimated accuracy of +/- 6 seconds.
 PB0341
 PB0341.The NAVD 88 height was computed by applying the VERTCON shift value to
 PB0341.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PB0341.The vertical order pertains to the NGVD 29 superseded value.
 PB0341
 PB0341.The geoid height was determined by GEOID03.
 PB0341
 PB0341;                    North         East    Units  Estimated Accuracy
 PB0341;SPC OR S     -   167,520.    1,395,520.      MT  (+/- 180 meters Scaled)
 PB0341
 PB0341                          SUPERSEDED SURVEY CONTROL
 PB0341
 PB0341  NGVD 29 (??/??/92) 1430.728  (m)         4693.98   (f) ADJ UNCH    ?  
 PB0341
 PB0341.Superseded values are not recommended for survey control.
 PB0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0341.See file dsdata.txt to determine how the superseded data were derived.
 PB0341
 PB0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN987801(NAD 83)
 PB0341_MARKER: S = SPIKE
 PB0341_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PB0341_SP_SET: CULVERT
 PB0341_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PB0341
 PB0341  HISTORY     - Date     Condition        Report By
 PB0341  HISTORY     - UNK      MONUMENTED       SPRR
 PB0341  HISTORY     - 1934     GOOD             NGS
 PB0341
 PB0341                          STATION DESCRIPTION
 PB0341
 PB0341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PB0341'2.4 MI N FROM BEAVER MARSH.
 PB0341'2.4 MILES NORTH OF BEAVER MARSH, KLAMATH COUNTY, NEAR THE DALLES -
 PB0341'CALIFORNIA HIGHWAY MILEAGE 210.8, AT SOUTHERN PACIFIC CO. RAILROAD
 PB0341'MILEAGE 499.7, 460 FEET NORTH OF THE WILLOW SPRINGS ROAD CROSSING, ON
 PB0341'THE NORTHWEST CORNER OF A CONCRETE HEADWALL OF A 24 INCH PIPE CULVERT,
 PB0341'15.7 FEET FROM THE TRACK CENTERLINE.  THE HEAD OF A TRACK SPIKE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0123 ***********************************************************************
 NY0123  DESIGNATION -  4699.44
 NY0123  PID         -  NY0123
 NY0123  STATE/COUNTY-  OR/KLAMATH
 NY0123  USGS QUAD   -  PARADISE MOUNTAIN (1988)
 NY0123
 NY0123                         *CURRENT SURVEY CONTROL
 NY0123  ___________________________________________________________________
 NY0123* NAD 83(1991)-  42 21 43.67940(N)    120 56 46.35310(W)     ADJUSTED  
 NY0123* NAVD 88     -      1433.600  (meters)    4703.40   (feet)  ADJUSTED  
 NY0123  ___________________________________________________________________
 NY0123  LAPLACE CORR-           7.15  (seconds)                    DEFLEC99
 NY0123  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 NY0123  DYNAMIC HT  -        1432.693 (meters)    4700.43  (feet)  COMP
 NY0123  MODELED GRAV-     979,938.8   (mgal)                       NAVD 88
 NY0123
 NY0123  HORZ ORDER  -  THIRD
 NY0123  VERT ORDER  -  FIRST     CLASS II
 NY0123
 NY0123.The horizontal coordinates were established by classical geodetic methods
 NY0123.and adjusted by the National Geodetic Survey in October 1991.
 NY0123
 NY0123.The orthometric height was determined by differential leveling
 NY0123.and adjusted in June 1991.
 NY0123
 NY0123.The Laplace correction was computed from DEFLEC99 derived deflections.
 NY0123
 NY0123.The geoid height was determined by GEOID03.
 NY0123
 NY0123.The dynamic height is computed by dividing the NAVD 88
 NY0123.geopotential number by the normal gravity value computed on the
 NY0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0123.degrees latitude (g = 980.6199 gals.).
 NY0123
 NY0123.The modeled gravity was interpolated from observed gravity values.
 NY0123
 NY0123;                    North         East     Units Scale Factor Converg.
 NY0123;SPC OR S     -    77,353.710 1,463,242.012   MT  0.99999287   -0 18 19.0
 NY0123;SPC OR S     -   253,785.14  4,800,662.77   iFT  0.99999287   -0 18 19.0
 NY0123;UTM  10      - 4,692,027.648   669,125.676   MT  0.99995194   +1 23 03.1
 NY0123
 NY0123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NY0123!SPC OR S     -   0.99977857  x   0.99999287  =   0.99977145
 NY0123!UTM  10      -   0.99977857  x   0.99995194  =   0.99973053
 NY0123
 NY0123|---------------------------------------------------------------------|
 NY0123| PID    Reference Object                     Distance      Geod. Az  |
 NY0123|                                                           dddmmss.s |
 NY0123| CD6706 4699 RM 1                             8.095 METERS 03245     |
 NY0123| CD6705 4699 AZ MK                                         1062744.8 |
 NY0123| CD6707 4699 RM 2                            11.012 METERS 32221     |
 NY0123|---------------------------------------------------------------------|
 NY0123
 NY0123                          SUPERSEDED SURVEY CONTROL
 NY0123
 NY0123  NAD 83(1986)-  42 21 43.68512(N)    120 56 46.35404(W) AD(       ) 3
 NY0123  NAD 27      -  42 21 44.13600(N)    120 56 42.41100(W) AD(       ) 3
 NY0123  NGVD 29 (??/??/92) 1432.435  (m)         4699.58   (f) ADJ UNCH    1 2
 NY0123
 NY0123.Superseded values are not recommended for survey control.
 NY0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0123.See file dsdata.txt to determine how the superseded data were derived.
 NY0123
 NY0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM6912692028(NAD 83)
 NY0123_MARKER: DD = SURVEY DISK
 NY0123_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NY0123_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NY0123_STAMPING: 4699.44
 NY0123_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NY0123
 NY0123  HISTORY     - Date     Condition        Report By
 NY0123  HISTORY     - 1948     MONUMENTED       ORDT
 NY0123  HISTORY     - 1942     GOOD             NGS
 NY0123
 NY0123                          STATION DESCRIPTION
 NY0123
 NY0123'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1948 (MTP)
 NY0123'THE STATION IS ABOUT 5 MILES EAST SOUTHEAST OF BLY AND ON THE NORTH
 NY0123'SIDE OF STATE HIGHWAY 66.  IT IS ALONG A TANGENT OF THE HIGHWAY
 NY0123'AND 0.1 MILE WEST NORTHWEST OF MILE POST 59.
 NY0123'
 NY0123'THE STATION MARK, STAMPED 4699.44 IS A STANDARD OREGON STATE
 NY0123'HIGHWAY BENCH MARK DISK CEMENTED IN A 4 INCH PIPE PROJECTING 15
 NY0123'INCHES ABOVE THE GROUND.  IT IS 12.6 METERS NORTH OF THE CENTER
 NY0123'LINE OF THE HIGHWAY AND 2.2 METERS EAST OF A RIGHT OF WAY POST
 NY0123'MARKED P.O.T. 2469 + 088.
 NY0123'
 NY0123'REFERENCE MARK NO. 1, STAMPED O S H BM 4699 NO 1 1948, IS A
 NY0123'STANDARD USC AND GS DISK SET IN A BOULDER, 1-1/2 FEET BY 2 FEET,
 NY0123'PROTRUDING 3 INCHES ABOVE THE GROUND.  IT IS 20 METERS NORTH OF THE
 NY0123'CENTER LINE OF THE HIGHWAY AND 10 METERS SOUTH OF A TRANSMISSION
 NY0123'LINE.
 NY0123'
 NY0123'REFERENCE MARK NO. 2, STAMPED O S H BM 4699 NO 2 1948, IS A
 NY0123'STANDARD USC AND GS DISK SET IN A BOULDER, 2 FEET BY 2 FEET,
 NY0123'PROTRUDING 4 INCHES ABOVE THE GROUND.  IT IS 18 METERS NORTH OF
 NY0123'THE CENTER LINE OF THE HIGHWAY AND 12 METERS SOUTH OF A
 NY0123'TRANSMISSION LINE.
 NY0123'
 NY0123'THE AZIMUTH MARK, STAMPED O S H BM 4699 1948, IS A STANDARD
 NY0123'USC AND GS DISK SET IN A BOULDER, 3 FEET BY 4 FEET, PROTRUDING 2
 NY0123'FEET ABOVE THE GROUND.  IT IS 23-1/2 METERS NORTH OF THE CENTER
 NY0123'LINE OF THE HIGHWAY, 6 METERS SOUTH OF A TRANSMISSION LINE, AND
 NY0123'1-1/2 METERS NORTHEAST OF A WHITE WITNESS POST.  TO REACH THE
 NY0123'AZIMUTH MARK FROM THE STATION GO EASTERLY ON THE HIGHWAY 0.25
 NY0123'MILE TO THE MARK ON LEFT, 0.15 MILE BEYOND MILE POST 59.
 NY0123'
 NY0123'TO REACH THE STATION FROM THE HOTEL AT THE MAIN INTERSECTION IN
 NY0123'BLY GO EASTERLY ON STATE HIGHWAY 66, TOWARDS LAKEVIEW, FOR 5.55
 NY0123'MILES TO THE STATION ON LEFT, AS DESCRIBED ABOVE.
 NY0123
 NY0123                          STATION RECOVERY (1942)
 NY0123
 NY0123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 NY0123'5.6 MI E FROM BLY.
 NY0123'ALONG STATE HIGHWAY 66, 35 FEET NORTH OF THE CENTER LINE OF THE
 NY0123'HIGHWAY AND 100 FEET SOUTHWEST OF ELECTRIC POWER POLE NUMBER 1-70.
 NY0123'WITNESS POST SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0519 ***********************************************************************
 PA0519  FBN         -  This is a Federal Base Network Control Station.
 PA0519  DESIGNATION -  47
 PA0519  PID         -  PA0519
 PA0519  STATE/COUNTY-  OR/LAKE
 PA0519  USGS QUAD   -  HAT BUTTE (1981)
 PA0519
 PA0519                         *CURRENT SURVEY CONTROL
 PA0519  ___________________________________________________________________
 PA0519* NAD 83(2007)-  43 35 24.51243(N)    119 58 58.79292(W)     ADJUSTED  
 PA0519* NAVD 88     -      1358.694  (meters)    4457.65   (feet)  ADJUSTED  
 PA0519  ___________________________________________________________________
 PA0519  EPOCH DATE  -        2007.00
 PA0519  X           -  -2,312,791.885 (meters)                     COMP
 PA0519  Y           -  -4,008,619.659 (meters)                     COMP
 PA0519  Z           -   4,376,144.388 (meters)                     COMP
 PA0519  LAPLACE CORR-           2.30  (seconds)                    DEFLEC99
 PA0519  ELLIP HEIGHT-        1339.154 (meters)          (02/10/07) ADJUSTED
 PA0519  GEOID HEIGHT-         -19.53  (meters)                     GEOID03
 PA0519  DYNAMIC HT  -        1358.033 (meters)    4455.48  (feet)  COMP
 PA0519
 PA0519  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 PA0519  Type    PID    Designation                      North   East  Ellip
 PA0519  -------------------------------------------------------------------
 PA0519  NETWORK PA0519 47                                0.78   0.59   1.71
 PA0519  -------------------------------------------------------------------
 PA0519  MODELED GRAV-     980,084.7   (mgal)                       NAVD 88
 PA0519
 PA0519  VERT ORDER  -  FIRST     CLASS II
 PA0519
 PA0519.The horizontal coordinates were established by GPS observations
 PA0519.and adjusted by the National Geodetic Survey in February 2007.
 PA0519
 PA0519.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 PA0519.See www.ngs.noaa.gov/NationalReadjustment for more information.
 PA0519.The horizontal coordinates are valid at the epoch date displayed above.
 PA0519.The epoch date for horizontal control is a decimal equivalence
 PA0519.of Year/Month/Day.
 PA0519
 PA0519.The orthometric height was determined by differential leveling
 PA0519.and adjusted in June 1991.
 PA0519
 PA0519.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PA0519
 PA0519.The Laplace correction was computed from DEFLEC99 derived deflections.
 PA0519
 PA0519.The ellipsoidal height was determined by GPS observations
 PA0519.and is referenced to NAD 83.
 PA0519
 PA0519.The geoid height was determined by GEOID03.
 PA0519
 PA0519.The dynamic height is computed by dividing the NAVD 88
 PA0519.geopotential number by the normal gravity value computed on the
 PA0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0519.degrees latitude (g = 980.6199 gals.).
 PA0519
 PA0519.The modeled gravity was interpolated from observed gravity values.
 PA0519
 PA0519;                    North         East     Units Scale Factor Converg.
 PA0519;SPC OR S     -   213,795.961 1,541,747.607   MT  0.99992164   +0 21 13.3
 PA0519;SPC OR S     -   701,430.32  5,058,227.06   iFT  0.99992164   +0 21 13.3
 PA0519;UTM  11      - 4,830,676.626   259,195.094   MT  1.00031332   -2 03 27.9
 PA0519;UTM  10      - 4,830,775.821   743,550.028   MT  1.00032968   +2 04 52.4
 PA0519
 PA0519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PA0519!SPC OR S     -   0.99979005  x   0.99992164  =   0.99971170
 PA0519!UTM  11      -   0.99979005  x   1.00031332  =   1.00010330
 PA0519!UTM  10      -   0.99979005  x   1.00032968  =   1.00011966
 PA0519
 PA0519                          SUPERSEDED SURVEY CONTROL
 PA0519
 PA0519  NAD 83(1998)-  43 35 24.51103(N)    119 58 58.79250(W) AD(       ) A
 PA0519  ELLIP H (04/24/00) 1339.159  (m)                       GP(       ) 3 1
 PA0519  NAD 83(1991)-  43 35 24.50921(N)    119 58 58.79097(W) AD(       ) B
 PA0519  ELLIP H (10/13/99) 1339.289  (m)                       GP(       ) 3 1
 PA0519  NAVD 88 (10/13/99) 1358.69   (m)         4457.6    (f) LEVELING    3  
 PA0519  NGVD 29 (??/??/92) 1357.480  (m)         4453.67   (f) ADJ UNCH    1 2
 PA0519
 PA0519.Superseded values are not recommended for survey control.
 PA0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0519.See file dsdata.txt to determine how the superseded data were derived.
 PA0519
 PA0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKJ5919530677(NAD 83)
 PA0519_MARKER: DB = BENCH MARK DISK
 PA0519_SETTING: 80 = SET IN A BOULDER
 PA0519_SP_SET: ROCK
 PA0519_STAMPING: 47 1927 4454
 PA0519_MARK LOGO: CGS   
 PA0519_MAGNETIC: N = NO MAGNETIC MATERIAL
 PA0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0519+STABILITY: SURFACE MOTION
 PA0519_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PA0519+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2008
 PA0519
 PA0519  HISTORY     - Date     Condition        Report By
 PA0519  HISTORY     - 1927     MONUMENTED       ORDT
 PA0519  HISTORY     - 1943     GOOD             NGS
 PA0519  HISTORY     - 19980423 GOOD             ORDT
 PA0519  HISTORY     - 20081026 GOOD             INDIV
 PA0519
 PA0519                          STATION DESCRIPTION
 PA0519
 PA0519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PA0519'15.4 MI SE FROM HAMPTON.
 PA0519'THIS MARK IS ABOUT 15.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 20 FROM
 PA0519'HAMPTON, DESCHUTES COUNTY, ABOUT 350 FEET NORTHWEST OF MILEPOST 79, ON
 PA0519'EAST SIDE OF PROMINENT FILL, NORTH OF CUT IN ROAD, SET IN THE TOP OF A
 PA0519'ROCK ABOUT 2.0 FEET ABOVE THE GROUND, 97.0 FEET NORTH OF THE CENTER
 PA0519'LINE OF THE HIGHWAY, 3.0 FEET WEST OF A WHITE REFERENCE POST. NOTE--
 PA0519'12.5 MI W OF RANCH HOUSE AT GAP RANCH.
 PA0519
 PA0519                          STATION RECOVERY (1998)
 PA0519
 PA0519'RECOVERY NOTE BY OREGON DEPARTMENT OF TRANSPORTATION 1998 (KDW)
 PA0519'THE STATION IS LOCATED ABOUT 38.0 KM (23.60 MI) NORTH OF WAGONTIRE,
 PA0519'25.0 KM (15.55 MI) SOUTHEAST OF THE COMMUNITY OF HAMPTON, 8.3 KM (5.15
 PA0519'MI) NORTHEAST OF GLASS BUTTE, 7.1 KM (4.40 MI) WEST OF THE LAKE-HARNEY
 PA0519'COUNTY LINE, 2.3 KM (1.40 MI) SOUTH OF THE LAKE-DESCHUTES COUNTY LINE,
 PA0519'IN TOP OF LARGE PARTIALLY BURIED BOULDER ON THE NORTH SIDE OF U.S.
 PA0519'HIGHWAY 20, ON THE EAST SIDE OF PROMINENT FILL. OWNERSHIP--OREGON
 PA0519'STATE DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE
 PA0519'JUNCTION OF U.S. HIGHWAY 20 AND SCHRAEDER ROAD IN HAMPTON, GO
 PA0519'SOUTHEAST ON HIGHWAY 20 FOR 24.8 KM (15.40 MI) TO THE STATION ON THE
 PA0519'LEFT JUST BEFORE REACHING MILE POST 79.  THE STATION IS A STATE
 PA0519'HIGHWAY DEPARTMENT DISK CEMENTED IN A DRILL HOLE IN THE TOP OF A LARGE
 PA0519'MOSTLY BURIED BOULDER PROJECTING 60 CM ABOVE GROUND. IT IS 106.7 M
 PA0519'(350.1 FT) NORTHWEST FROM HIGHWAY MILEPOST 79, 74.6 KM (46.35 MI)
 PA0519'EAST-NORTHEAST FROM THE NORTH END OF A LARGE CONCRETE CULVERT, 29.6 M
 PA0519'(97.1 FT) NORTH FROM THE CENTER OF THE HIGHWAY, 7.3 M (24.0 FT)
 PA0519'SOUTHWEST FROM THE WEST END OF A GATE, AND 3.8 M (12.5 FT) SOUTH FROM
 PA0519'A FENCE.
 PA0519
 PA0519                          STATION RECOVERY (2008)
 PA0519
 PA0519'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008
 PA0519'THE STATION IS 74.6 M (245 FT) EAST-NORTHEAST FROM THE NORTH END OF A
 PA0519'LARGE CONCRETE CULVERT UNDER HIGHWAY 20.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0467 ***********************************************************************
 QE0467  DESIGNATION -  47
 QE0467  PID         -  QE0467
 QE0467  STATE/COUNTY-  OR/MARION
 QE0467  USGS QUAD   -  SALEM WEST (1986)
 QE0467
 QE0467                         *CURRENT SURVEY CONTROL
 QE0467  ___________________________________________________________________
 QE0467* NAD 83(1986)-  44 56 08.     (N)    123 01 22.     (W)     SCALED    
 QE0467* NAVD 88     -        53.841  (meters)     176.64   (feet)  ADJUSTED  
 QE0467  ___________________________________________________________________
 QE0467  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 QE0467  DYNAMIC HT  -          53.839 (meters)     176.64  (feet)  COMP
 QE0467  MODELED GRAV-     980,570.4   (mgal)                       NAVD 88
 QE0467
 QE0467  VERT ORDER  -  FIRST     CLASS II
 QE0467
 QE0467.The horizontal coordinates were scaled from a topographic map and have
 QE0467.an estimated accuracy of +/- 6 seconds.
 QE0467
 QE0467.The orthometric height was determined by differential leveling
 QE0467.and adjusted in June 1991.
 QE0467
 QE0467.The geoid height was determined by GEOID03.
 QE0467
 QE0467.The dynamic height is computed by dividing the NAVD 88
 QE0467.geopotential number by the normal gravity value computed on the
 QE0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0467.degrees latitude (g = 980.6199 gals.).
 QE0467
 QE0467.The modeled gravity was interpolated from observed gravity values.
 QE0467
 QE0467;                    North         East    Units  Estimated Accuracy
 QE0467;SPC OR N     -   144,110.    2,300,920.      MT  (+/- 180 meters Scaled)
 QE0467
 QE0467                          SUPERSEDED SURVEY CONTROL
 QE0467
 QE0467  NGVD 29 (??/??/92)   52.813  (m)          173.27   (f) ADJ UNCH    1 2
 QE0467
 QE0467.Superseded values are not recommended for survey control.
 QE0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0467.See file dsdata.txt to determine how the superseded data were derived.
 QE0467
 QE0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ982757(NAD 83)
 QE0467_MARKER: DD = SURVEY DISK
 QE0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0467_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0467_STAMPING: 47
 QE0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0467+STABILITY: SURFACE MOTION
 QE0467
 QE0467  HISTORY     - Date     Condition        Report By
 QE0467  HISTORY     - UNK      MONUMENTED       OR1810
 QE0467  HISTORY     - 1941     GOOD             NGS
 QE0467  HISTORY     - 20000315 MARK NOT FOUND   USPSQD
 QE0467
 QE0467                          STATION DESCRIPTION
 QE0467
 QE0467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QE0467'IN SALEM.
 QE0467'MARK IS LOCATED AT SOUTHWEST CORNER OF FIFTEENTH AND STATE STREETS, 1
 QE0467'FOOT NORTHEAST OF SIDEWALK ANGLE, IN PARKING.
 QE0467
 QE0467                          STATION RECOVERY (2000)
 QE0467
 QE0467'RECOVERY NOTE BY US POWER SQUADRON 2000
 QE0467'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3273 ***********************************************************************
 RD3273  DESIGNATION -  47
 RD3273  PID         -  RD3273
 RD3273  STATE/COUNTY-  OR/MULTNOMAH
 RD3273  USGS QUAD   -  PORTLAND (1990)
 RD3273
 RD3273                         *CURRENT SURVEY CONTROL
 RD3273  ___________________________________________________________________
 RD3273* NAD 83(1991)-  45 32 50.71423(N)    122 41 31.21379(W)     ADJUSTED  
 RD3273* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 RD3273  ___________________________________________________________________
 RD3273  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 RD3273  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 RD3273  HORZ ORDER  -  THIRD
 RD3273
 RD3273.The horizontal coordinates were established by classical geodetic methods
 RD3273.and adjusted by the National Geodetic Survey in October 1991.
 RD3273
 RD3273.The orthometric height was scaled from a topographic map.
 RD3273
 RD3273.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3273
 RD3273.The geoid height was determined by GEOID03.
 RD3273
 RD3273;                    North         East     Units Scale Factor Converg.
 RD3273;SPC OR N     -   211,316.156 2,328,856.409   MT  0.99991640   -1 33 16.3
 RD3273;SPC OR N     -   693,294.48  7,640,605.02   iFT  0.99991640   -1 33 16.3
 RD3273;SPC WA S     -    26,175.005   328,829.946   MT  1.00007704   -1 35 32.1
 RD3273;SPC WA S     -    85,875.83  1,078,836.25   sFT  1.00007704   -1 35 32.1
 RD3273;UTM  10      - 5,043,810.948   524,042.546   MT  0.99960711   +0 13 11.5
 RD3273
 RD3273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3273!SPC OR N     -   1.00000247  x   0.99991640  =   0.99991887
 RD3273!SPC WA S     -   1.00000247  x   1.00007704  =   1.00007951
 RD3273!UTM  10      -   1.00000247  x   0.99960711  =   0.99960958
 RD3273
 RD3273:                Primary Azimuth Mark                     Grid Az
 RD3273:SPC OR N     -  49 2                                     142 10 15.6
 RD3273:SPC WA S     -  49 2                                     142 12 31.4
 RD3273:UTM  10      -  49 2                                     140 23 47.8
 RD3273
 RD3273|---------------------------------------------------------------------|
 RD3273| PID    Reference Object                     Distance      Geod. Az  |
 RD3273|                                                           dddmmss.s |
 RD3273| RD3268 49 2                                APPROX. 0.7 KM 1403659.3 |
 RD3273| RD3254 48 2                                APPROX. 0.6 KM 1812131.8 |
 RD3273|---------------------------------------------------------------------|
 RD3273
 RD3273                          SUPERSEDED SURVEY CONTROL
 RD3273
 RD3273  NAD 83(1986)-  45 32 50.73314(N)    122 41 31.21788(W) AD(       ) 3
 RD3273  NAD 27      -  45 32 51.30800(N)    122 41 26.86800(W) AD(       ) 3
 RD3273
 RD3273.Superseded values are not recommended for survey control.
 RD3273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3273.See file dsdata.txt to determine how the superseded data were derived.
 RD3273
 RD3273_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER2404343811(NAD 83)
 RD3273
 RD3273  HISTORY     - Date     Condition        Report By
 RD3273  HISTORY     - 1906     MONUMENTED       USE
 RD3273  HISTORY     - 1986     GOOD             USPSQD
 RD3273
 RD3273                          STATION DESCRIPTION
 RD3273
 RD3273'DESCRIBED BY US ENGINEERS 1906
 RD3273'THE STATION IS MARKED BY A TACK NEAR THE LOWER END OF OLD BALLAST
 RD3273'DOCK.
 RD3273
 RD3273                          STATION RECOVERY (1986)
 RD3273
 RD3273'RECOVERY NOTE BY US POWER SQUADRON 1986 (GAN)
 RD3273'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0651 ***********************************************************************
 NW0651  DESIGNATION -  47 BKC
 NW0651  PID         -  NW0651
 NW0651  STATE/COUNTY-  OR/MALHEUR
 NW0651  USGS QUAD   -  BOWDEN RANCH (1979)
 NW0651
 NW0651                         *CURRENT SURVEY CONTROL
 NW0651  ___________________________________________________________________
 NW0651* NAD 83(1986)-  42 34 13.     (N)    117 44 18.     (W)     SCALED    
 NW0651* NAVD 88     -      1288.789  (meters)    4228.30   (feet)  ADJUSTED  
 NW0651  ___________________________________________________________________
 NW0651  GEOID HEIGHT-         -18.23  (meters)                     GEOID03
 NW0651  DYNAMIC HT  -        1288.080 (meters)    4225.98  (feet)  COMP
 NW0651  MODELED GRAV-     980,025.9   (mgal)                       NAVD 88
 NW0651
 NW0651  VERT ORDER  -  SECOND    CLASS 0
 NW0651
 NW0651.The horizontal coordinates were scaled from a topographic map and have
 NW0651.an estimated accuracy of +/- 6 seconds.
 NW0651
 NW0651.The orthometric height was determined by differential leveling
 NW0651.and adjusted in August 1995.
 NW0651
 NW0651.The geoid height was determined by GEOID03.
 NW0651
 NW0651.The dynamic height is computed by dividing the NAVD 88
 NW0651.geopotential number by the normal gravity value computed on the
 NW0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0651.degrees latitude (g = 980.6199 gals.).
 NW0651
 NW0651.The modeled gravity was interpolated from observed gravity values.
 NW0651
 NW0651;                    North         East    Units  Estimated Accuracy
 NW0651;SPC OR S     -   104,110.    1,726,700.      MT  (+/- 180 meters Scaled)
 NW0651
 NW0651                          SUPERSEDED SURVEY CONTROL
 NW0651
 NW0651.No superseded survey control is available for this station.
 NW0651
 NW0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH394133(NAD 83)
 NW0651_MARKER: DB = BENCH MARK DISK
 NW0651_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0651_SP_SET: COPPER-CLAD STEEL ROD
 NW0651_STAMPING: 47 BKC 1973 4225
 NW0651_MARK LOGO: USGS  
 NW0651_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0651_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0651_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0651+SATELLITE: SATELLITE OBSERVATIONS - 1973
 NW0651
 NW0651  HISTORY     - Date     Condition        Report By
 NW0651  HISTORY     - 1973     MONUMENTED       USGS
 NW0651
 NW0651                          STATION DESCRIPTION
 NW0651
 NW0651'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 NW0651'FROM BURNS JUNCTION, OREGON PROCEED 12.6 MILES SOUTH ALONG U S
 NW0651'HIGHWAY 95, THENCE 7.3 MILES EAST ALONG A GRAVEL ROAD, AT A Y-ROAD
 NW0651'SOUTHWEST, 46 FEET EAST OF THE CENTERLINE OF THE Y-ROAD, 37 FEET
 NW0651'SOUTH OF THE CENTERLINE OF THE ROAD, SET ON A 5/8-INCH COPPER-COATED
 NW0651'ROD DRIVEN TO REFUSAL (ROD DEPTH UNKNOWN) WITH THE TOP ENCASED IN
 NW0651'6-INCH DRAINPIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0318 ***********************************************************************
 NX0318  DESIGNATION -  47 FMK
 NX0318  PID         -  NX0318
 NX0318  STATE/COUNTY-  OR/HARNEY
 NX0318  USGS QUAD   -  KEG SPRS VALLEY WEST (1971)
 NX0318
 NX0318                         *CURRENT SURVEY CONTROL
 NX0318  ___________________________________________________________________
 NX0318* NAD 83(1986)-  42 58 44.     (N)    119 11 29.     (W)     SCALED    
 NX0318* NAVD 88     -      1537.627  (meters)    5044.70   (feet)  ADJUSTED  
 NX0318  ___________________________________________________________________
 NX0318  GEOID HEIGHT-         -19.32  (meters)                     GEOID03
 NX0318  DYNAMIC HT  -        1536.727 (meters)    5041.75  (feet)  COMP
 NX0318  MODELED GRAV-     979,981.1   (mgal)                       NAVD 88
 NX0318
 NX0318  VERT ORDER  -  SECOND    CLASS 0
 NX0318
 NX0318.The horizontal coordinates were scaled from a topographic map and have
 NX0318.an estimated accuracy of +/- 6 seconds.
 NX0318
 NX0318.The orthometric height was determined by differential leveling
 NX0318.and adjusted in August 1995.
 NX0318
 NX0318.The geoid height was determined by GEOID03.
 NX0318
 NX0318.The dynamic height is computed by dividing the NAVD 88
 NX0318.geopotential number by the normal gravity value computed on the
 NX0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0318.degrees latitude (g = 980.6199 gals.).
 NX0318
 NX0318.The modeled gravity was interpolated from observed gravity values.
 NX0318
 NX0318;                    North         East    Units  Estimated Accuracy
 NX0318;SPC OR S     -   146,600.    1,606,730.      MT  (+/- 180 meters Scaled)
 NX0318
 NX0318                          SUPERSEDED SURVEY CONTROL
 NX0318
 NX0318.No superseded survey control is available for this station.
 NX0318
 NX0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH213608(NAD 83)
 NX0318_MARKER: DB = BENCH MARK DISK
 NX0318_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NX0318_SP_SET: COPPER-CLAD STEEL ROD
 NX0318_STAMPING: 47 FMK 1970 5041
 NX0318_MARK LOGO: USGS  
 NX0318_PROJECTION: FLUSH
 NX0318_MAGNETIC: I = MARKER IS A STEEL ROD
 NX0318_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NX0318_ROD/PIPE-DEPTH: 1.52 meters
 NX0318
 NX0318  HISTORY     - Date     Condition        Report By
 NX0318  HISTORY     - 1970     MONUMENTED       USGS
 NX0318
 NX0318                          STATION DESCRIPTION
 NX0318
 NX0318'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NX0318'FROM THE WINDMILL (T29S R27E SEC 32), PROCEED 0.3 MILE SOUTH ALONG A
 NX0318'DIRT ROAD TO A ROAD FORK, THENCE 0.6 MILE NORTHEAST ALONG A DIRT ROAD
 NX0318'TO A ROAD JUNCTION, THENCE 21.6 MILES SOUTHEAST ALONG THE DIRT ROAD
 NX0318'TO MATTIES ARK AND FOSTER LAKE, IN A CLUMP OF LONE SAGEBRUSH, 75 FEET
 NX0318'SOUTH OF THE CENTERLINE OF THE ROAD, WITNESS POST SET AT BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2068 ***********************************************************************
 RC2068  DESIGNATION -  47 L
 RC2068  PID         -  RC2068
 RC2068  STATE/COUNTY-  OR/WASCO
 RC2068  USGS QUAD   -  THE DALLES SOUTH (1994)
 RC2068
 RC2068                         *CURRENT SURVEY CONTROL
 RC2068  ___________________________________________________________________
 RC2068* NAD 83(1991)-  45 36 26.27381(N)    121 08 00.70604(W)     ADJUSTED  
 RC2068* NAVD 88     -        25.     (meters)      82.     (feet)  SCALED    
 RC2068  ___________________________________________________________________
 RC2068  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 RC2068  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 RC2068  HORZ ORDER  -  SECOND
 RC2068
 RC2068.The horizontal coordinates were established by classical geodetic methods
 RC2068.and adjusted by the National Geodetic Survey in October 1991.
 RC2068
 RC2068.The orthometric height was scaled from a topographic map.
 RC2068
 RC2068.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2068
 RC2068.The geoid height was determined by GEOID03.
 RC2068
 RC2068;                    North         East     Units Scale Factor Converg.
 RC2068;SPC OR N     -   215,842.505 2,450,582.971   MT  0.99992385   -0 26 57.4
 RC2068;SPC OR N     -   708,144.70  8,039,970.38   iFT  0.99992385   -0 26 57.4
 RC2068;SPC WA S     -    30,650.347   450,576.322   MT  1.00005889   -0 27 36.7
 RC2068;SPC WA S     -   100,558.68  1,478,265.82   sFT  1.00005889   -0 27 36.7
 RC2068;UTM  10      - 5,052,111.396   645,543.634   MT  0.99986044   +1 20 02.2
 RC2068
 RC2068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2068!SPC OR N     -   0.99999945  x   0.99992385  =   0.99992330
 RC2068!SPC WA S     -   0.99999945  x   1.00005889  =   1.00005834
 RC2068!UTM  10      -   0.99999945  x   0.99986044  =   0.99985989
 RC2068
 RC2068|---------------------------------------------------------------------|
 RC2068| PID    Reference Object                     Distance      Geod. Az  |
 RC2068|                                                           dddmmss.s |
 RC2068| CF4032 47 L RM 1                             6.951 METERS 03248     |
 RC2068| DF5860 46 L                                               0481337.3 |
 RC2068| CF4034 47 L RM 3                             5.834 METERS 17558     |
 RC2068| CF4033 47 L RM 2                             5.830 METERS 17601     |
 RC2068| RC2077 MYERS                               APPROX. 2.0 KM 2303246.5 |
 RC2068| RC2062 THE DALLES RAD STA KODL HI MST      APPROX. 5.5 KM 2505417.0 |
 RC2068| RC2069 THREE MILE RAPIDS LIGHT             APPROX. 1.2 KM 2843821.1 |
 RC2068| RC2074 THREE MILE RAPIDS F RNG LT          APPROX. 0.7 KM 3263724.5 |
 RC2068| RC2053 THREE MILE RAPIDS R RNG LT          APPROX. 0.8 KM 3380939.5 |
 RC2068|---------------------------------------------------------------------|
 RC2068
 RC2068                          SUPERSEDED SURVEY CONTROL
 RC2068
 RC2068  NAD 83(1986)-  45 36 26.28711(N)    121 08 00.69755(W) AD(       ) 2
 RC2068  NAD 27      -  45 36 26.83700(N)    121 07 56.44700(W) AD(       ) 2
 RC2068
 RC2068.Superseded values are not recommended for survey control.
 RC2068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2068.See file dsdata.txt to determine how the superseded data were derived.
 RC2068
 RC2068_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR4554452111(NAD 83)
 RC2068_MARKER: Z = SEE DESCRIPTION
 RC2068_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RC2068_MARK LOGO: USE   
 RC2068_MAGNETIC: P = MARKER IS A STEEL PIPE
 RC2068_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC2068_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RC2068+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2005
 RC2068
 RC2068  HISTORY     - Date     Condition        Report By
 RC2068  HISTORY     - 1939     MONUMENTED       USE
 RC2068  HISTORY     - 1949     GOOD             CGS
 RC2068  HISTORY     - 1957     GOOD             CGS
 RC2068  HISTORY     - 1959     GOOD             CGS
 RC2068  HISTORY     - 19840906 GOOD             NGS
 RC2068  HISTORY     - 20050209 GOOD             USACE
 RC2068
 RC2068                          STATION DESCRIPTION
 RC2068
 RC2068'DESCRIBED BY US ENGINEERS 1939 (WMS)
 RC2068'STATION IS ON THE BANK OF THE COLUMBIA RIVER ON A ROCK KNOB
 RC2068'OVERLOOKING THE DOWNSTREAM END OF A CHANNEL THROUGH AN OLD FISH
 RC2068'WHEEL, AND 123 FEET DOWNSTREAM FROM THE UPSTREAM FACE OF THE
 RC2068'CONCRETE FOUNDATION FOR THE FISH WHEEL.
 RC2068'
 RC2068'STATION MARK IS A NAIL CEMENTED IN A 1-INCH PIPE WHICH IS
 RC2068'EMBEDDED IN ROCK FLUSH WITH THE SURFACE.
 RC2068'
 RC2068'REFERENCE MARK NO.1 IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 RC2068'IN SOLID ROCK, WITH ARROW POINTING TOWARD STATION, NORTH-EASTWARD
 RC2068'FROM AND 5 FEET BELOW STATION.  STAMPED 47 L (U.S.E.) NO.1 1939.
 RC2068'
 RC2068'REFERENCE MARK NO.2 IS A STANDARD DISK WITH ARROW POINTING TOWARD
 RC2068'STATION CEMENTED IN A DRILL HOLE IN SOLID ROCK, S OF AND 6 FEET
 RC2068'BELOW THE STATION.  STAMPED 47 L (U.S.E.) NO.2 1939.
 RC2068'
 RC2068'STATION IS REACHED AS FOLLOWS--GO E ON U.S. HIGHWAY 30 FROM THE
 RC2068'DALLES (3.5 MILES) AND TURN LEFT ON SEUFERT CANNERY ROAD, JUST W
 RC2068'OF FIFTEEN MILE CREEK.  TURN LEFT AGAIN ALONG S SIDE OF RAILROAD
 RC2068'TRACKS AND GO 0.3 MILE TO GATE WITH STONE POSTS.  PASS THROUGH,
 RC2068'CROSS TRACKS AND GO THROUGH A SECOND GATE WITH A STONE POSTS,
 RC2068'THEN FOLLOW ROAD AROUND RIVER BANK 0.4 MILE TO OLD FISH WHEEL AND
 RC2068'STATION.
 RC2068
 RC2068                          STATION RECOVERY (1949)
 RC2068
 RC2068'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (HJH)
 RC2068'STATION IS ON THE S BANK OF THE COLUMBIA RIVER, ON A ROCK KNOB
 RC2068'OVERLOOKING THE DOWNSTREAM END OF A CHANNEL THROUGH AN OLD FISH
 RC2068'WHEEL, AND 123 FEET DOWNSTREAM FROM THE UPSTREAM FACE OF THE
 RC2068'CONCRETE FOUNDATION FOR THE FISH WHEEL.  STATION MARK IS A NAIL
 RC2068'CEMENTED IN A 1-INCH PIPE WHICH IS EMBEDDED IN ROCK FLUSH WITH
 RC2068'THE SURFACE.
 RC2068'
 RC2068'R.M. 1 IS A BRONZE DISK CEMENTED IN A DRILL HOLE IN SOLID ROCK,
 RC2068'NE FROM AND 5 FEET BELOW STATION, STAMPED 47 L (U.S.E.) NO.1 1939.
 RC2068'
 RC2068'R.M. 2 WAS FOUND DESTROYED.  NOTE--IT WAS NOT REPLACED AT THIS
 RC2068'TIME.
 RC2068'
 RC2068'STATION IS REACHED AS FOLLOWS--GO E ON U.S. HIGHWAY 30 FROM THE
 RC2068'DALLES, 3.5 MILES, AND TURN LEFT ON SEUFERT CANNERY ROAD JUST W
 RC2068'OF FIFTEEN MILE CREEK, TURN LEFT AGAIN ALONG S SIDE OF RAILROAD
 RC2068'TRACKS AND GO 0.3 MILE TO GATE WITH STONE POSTS.  PASS THROUGH,
 RC2068'CROSS TRACKS, AND GO THROUGH A SECOND GATE WITH STONE POSTS, THEN
 RC2068'FOLLOW AROUND RIVERBANK 0.4 MILE TO OLD FISH WHEEL AND STATION.
 RC2068'
 RC2068'THE 1939 DISTANCE CHECKED BUT NO CHECK WAS MADE ON DIRECTION AT
 RC2068'THIS TIME.
 RC2068
 RC2068                          STATION RECOVERY (1957)
 RC2068
 RC2068'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 RC2068'THE STATION AND REFERENCE MARK 1 WERE RECOVERED AND IN GOOD
 RC2068'CONDITION.  THE 1949 DESCRIPTION OF THE ROUTE TO THE STATION IS
 RC2068'OBSOLETE.  A DIFFERENCE OF 0.161 M. WAS FOUND IN THE HORIZONTAL
 RC2068'DISTANCE TO REFERENCE MARK 1.  THE DIRECTION CHECKED THE PREVIOUS
 RC2068'DATA.  REFERENCE MARK 3 WAS ESTABLISHED.
 RC2068'
 RC2068'THE LINE TO DALLES 1939 IS NOW OBSTRUCTED FROM THE GROUND BY THE
 RC2068'RAILING OF THE BRIDGE ACROSS COLUMBIA RIVER.
 RC2068'
 RC2068'THE FOLLOWING IS AN ADAPTATION OF THE ORIGINAL DESCRIPTION WITH
 RC2068'ANY CHANGES AND ADDITIONS NOTED--
 RC2068'
 RC2068'THE STATION IS ON THE S BANK OF THE COLUMBIA RIVER, NEAR THE DAM
 RC2068'AT THE DALLES.  IT IS ON A ROCKY KNOB OVERLOOKING THE DOWNSTREAM
 RC2068'END OF A CHANNEL THROUGH AN ABANDONED FISH WHEEL, AND 123
 RC2068'FT. DOWNSTREAM FROM THE UPSTREAM FACE OF THE CONCRETE FOUNDATION
 RC2068'FOR THE FISH WHEEL.
 RC2068'
 RC2068'TO REACH FROM THE STREET INTERSECTION ONE BLOCK S OF THE DALLES
 RC2068'POST OFFICE, GO E ON U.S. HIGHWAY 30 FOR 3.0 MI. TO HIGHWAY MILEPOST
 RC2068'86 ON THE RIGHT.  CONTINUE E FOR 0.05 MI. TO A ROAD FORK ON THE
 RC2068'LEFT.  TURN LEFT AND GO 0.2 MI. TO A FORK JUST AFTER CROSSING THE
 RC2068'RAILROAD TRACKS.  TAKE THE LEFT FORK AND KEEP STRAIGHT AHEAD (N)
 RC2068'ACROSS THE SPUR TRACKS AND TOWARDS THE RIVER FOR 0.15 MI. TO
 RC2068'ROAD FORKS.  TAKE THE LEFT FORK (W) FOR ABOUT 50 FT. TO 46 L
 RC2068'(U.S.E.) (AZIMUTH MARK) ON THE RIGHT, ABOUT 100 FT. N OF THE
 RC2068'DIRT ROAD.  CONTINUE W FOR 0.15 MI. TO A DIM FORK.
 RC2068'TAKE THE RIGHT FORK FOR 0.05 MI. TO THE OLD FISH WHEEL AND
 RC2068'THE STATION ABOUT 40 YD. SW OF THE WHEEL.
 RC2068'
 RC2068'THE STATION MARK IS A SMALL NAIL, CEMENTED IN A 1-IN. PIPE WHICH
 RC2068'IS EMBEDDED IN ROCK FLUSH WITH THE SURFACE.
 RC2068'
 RC2068'REFERENCE MARK 1, STAMPED 47 L USE NO 1 1939, IS A STANDARD DISK,
 RC2068'CEMENTED IN A DRILL HOLE IN AN OUTCROP PROJECTING ABOUT 15
 RC2068'IN.  IT IS ABOUT 8 FT. S OF THE RIM OF THE OUTCROP, AND ABOUT 5
 RC2068'FT. LOWER THAN THE STATION.
 RC2068'
 RC2068'REFERENCE MARK 3, STAMPED 47 L USE NO 3 1939 IS A STANDARD DISK,
 RC2068'CEMENTED IN A DRILL HOLE IN A 4- BY 4-FOOT OUTCROP PROJECTING
 RC2068'ABOUT 2 FT.  IT IS ABOUT 10 FT. SE OF THE RIM OF THE OUTCROP.
 RC2068'
 RC2068'THE U.S. ENGINEERS MARK 46 L WAS USED FOR AN AZIMUTH MARK.  IT IS
 RC2068'A 1/2-IN. PIPE, PROJECTING 1/2 IN. AND SET IN CONCRETE IN A CRACK
 RC2068'IN AN OUTCROP.  THE LETTERS 46 L AND A TRIANGLE ARE INSCRIBED IN
 RC2068'THE CONCRETE.  IT IS ON THE HIGHEST POINT OF ROCK IN THE IMMEDIATE
 RC2068'VICINITY, AND ABOUT 50 FT. S OF THE COLUMBIA RIVER BANK.
 RC2068
 RC2068                          STATION RECOVERY (1959)
 RC2068
 RC2068'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LGT)
 RC2068'THE STATION AND AZIMUTH MARK, AND REFERENCE MARKS 1 AND 3 WERE
 RC2068'RECOVERED IN GOOD CONDITION AS DESCRIBED.  TWO ONE STORY, CORRUGATED
 RC2068'STEEL BUILDINGS OBSTRUCTED THE LINE TO THE AZIMUTH MARK.
 RC2068
 RC2068                          STATION RECOVERY (1984)
 RC2068
 RC2068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 RC2068'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 RC2068'AZIMUTH MARK, 46 L USE, WAS NOT FOUND AS DESCRIBED AS THE PIPE HAS
 RC2068'BEEN REPLACED BY A BRASS DISK.  THE AZIMUTH FROM THE STATION INDICATES
 RC2068'THAT IT WAS REPLACED IN THE SAME PLACE.  THE DISTANCE AND DIRECTION
 RC2068'ALSO COMPARE FAVORABLY WITH THE 1957 DESCRIPTION.  THE STATION IS
 RC2068'LOCATED ON THE SOUTH BANK OF THE COLUMBIA RIVER ABOUT 1 KM (0.60 MI)
 RC2068'DOWN STREAM FROM THE DALLAS DAM.  TO REACH THE STATION FROM THE SOUTH
 RC2068'END OF HIGHWAY 197 BRIDGE OVER THE COLUMBIA, GO SOUTH 0.3 KM (0.20 MI)
 RC2068'TURN LEFT TOWARD THE DALLAS DAM AND GO 1 KM, (0.60 MI) TURN LEFT ONTO
 RC2068'A GRAVEL AND ROCK ROAD AND GO 0.08 KM (0.05 MI) TO A GATE AND THE
 RC2068'AZIMUTH MARK ON THE RIGHT, CONTINUE WESTERLY 0.3 KM (0.20 MI) TO END
 RC2068'OF TRUCK TRAVEL AT OLD FOUNDATION OF OLD FISH WHEEL.  PACK WEST ABOUT
 RC2068'50 METERS (164.0 FT) TO HIGHEST ROCK OUTCROP AND STATION.
 RC2068' 
 RC2068'THE STATION IS A 1 INCH IRON PIPE SET IN BED ROCK ON HIGHEST ROCK
 RC2068'OUTCROP IN THE VICINITY THE LETTERS L 47 IS IN CONCRETE AROUND THE
 RC2068'MARK.  THE STATION IS LOCATED 39 METERS (128.0 FT) WEST FROM THE SE
 RC2068'CORNER OF OLD CONCRETE CONCRETE FISH TRAP, 5 METERS (16.4 FT) SOUTH
 RC2068'FROM THE SOUTH BANK OF COLUMBIA RIVER.  REFERENCE MARK NO 1 IS A
 RC2068'STANDARD CGS DISK STAMPED---47 L USE NO 1 1939---, SET INTO ROCK
 RC2068'OUTCROP, 4 METERS (13.1 FT) LARGEST DIMENSION.  THE STATION IS LOCATED
 RC2068'32 METERS (105.0 FT) WEST FROM THE SOUTHEAST END OF OLD CONCRETE FISH
 RC2068'TRAP, 4 METERS (13.1 FT) SOUTH FROM THE SOUTH BANK OF RIVER AND 1
 RC2068'METER (3.3 FT) LOWER THAN THE STATION.  REFERENCE MARK NO 3 IS A
 RC2068'STANDARD CGS DISK STAMPED---47 L USE NO 3 1939---, SET INTO ROCK
 RC2068'OUTCROP, 2 METERS (6.6 FT) LARGEST DIMENSION.  THE STATION IS LOCATED
 RC2068'45 METERS (147.6 FT) WEST FROM THE SOUTHEAST CORNER OF OLD CONCRET
 RC2068'FISH TRAP, 15 METERS (49.2 FT) SOUTH FROM THE SOUTH BANK OF THE RIVER
 RC2068'AND 2 METERS (6.6 FT) LOWER THAN THE STATION.  AZIMUTH MARK NO 1 IS A
 RC2068'STANDARD USE DISK STAMPED---46 L 19 1977---.  THE STATION IS LOCATED
 RC2068'33 METERS (108.3 FT) NORTH FROM THE CENTERLINE OF ROAD AT A GATE, 6
 RC2068'METERS (19.7 FT) WEST FROM THE NORTH END OF A FENCE, 20 METERS (65.6
 RC2068'FT) SOUTH FROM THE SOUTH BANK OF THE RIVER.  TO REACH THE AZIMUTH MARK
 RC2068'FROM THE STATION GO EAST 0.3 KM (0.20 MI) TO THE MARK ON THE LEFT.
 RC2068
 RC2068                          STATION RECOVERY (2005)
 RC2068
 RC2068'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (CLB)
 RC2068'THE MARK IS LOCATED ON THE LONE PINE TREATY FISHING SITE.  IT IS N OF
 RC2068'HIGHWAY AND STATE POLICE BUILDINGS, NE OF THE SHILO MOTEL AND W OF AN
 RC2068'OLD FISH WHEEL STRUCTURE.  FOLLOW THE PAVED FISHING SITE ACCESS ROAD
 RC2068'TO THE TURN AROUND. IT IS HIGHEST ROCK POINT IN THE AREA AND IS
 RC2068'APPROX. 100 FEET DOWNSTREAM OF THE ACCESS ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1008 ***********************************************************************
 QD1008  DESIGNATION -  4719
 QD1008  PID         -  QD1008
 QD1008  STATE/COUNTY-  OR/DESCHUTES
 QD1008  USGS QUAD   -  MT WASHINGTON (1988)
 QD1008
 QD1008                         *CURRENT SURVEY CONTROL
 QD1008  ___________________________________________________________________
 QD1008* NAD 83(1986)-  44 17 39.     (N)    121 45 11.     (W)     SCALED    
 QD1008* NAVD 88     -      1439.705  (meters)    4723.43   (feet)  POSTED    
 QD1008  ___________________________________________________________________
 QD1008  GEOID HEIGHT-         -20.93  (meters)                     GEOID03
 QD1008  DYNAMIC HT  -        1439.090 (meters)    4721.41  (feet)  COMP
 QD1008  MODELED GRAV-     980,141.7   (mgal)                       NAVD 88
 QD1008
 QD1008  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 QD1008
 QD1008.The horizontal coordinates were scaled from a topographic map and have
 QD1008.an estimated accuracy of +/- 6 seconds.
 QD1008
 QD1008.The orthometric height was determined by differential leveling
 QD1008.and adjusted by the  in 1992.
 QD1008.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 QD1008.rate of 2.1 thru 3.0 mm/km.
 QD1008
 QD1008.The geoid height was determined by GEOID03.
 QD1008
 QD1008.The dynamic height is computed by dividing the NAVD 88
 QD1008.geopotential number by the normal gravity value computed on the
 QD1008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1008.degrees latitude (g = 980.6199 gals.).
 QD1008
 QD1008.The modeled gravity was interpolated from observed gravity values.
 QD1008
 QD1008;                    North         East    Units  Estimated Accuracy
 QD1008;SPC OR S     -   292,640.    1,399,990.      MT  (+/- 180 meters Scaled)
 QD1008
 QD1008                          SUPERSEDED SURVEY CONTROL
 QD1008
 QD1008  NGVD 29 (??/??/92) 1438.470  (m)         4719.38   (f) ADJ UNCH    1 2
 QD1008
 QD1008.Superseded values are not recommended for survey control.
 QD1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1008.See file dsdata.txt to determine how the superseded data were derived.
 QD1008
 QD1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ994053(NAD 83)
 QD1008_MARKER: Q = CHISELED SQUARE
 QD1008_SETTING: 80 = SET IN A BOULDER
 QD1008_SP_SET: BOULDER
 QD1008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD1008+STABILITY: SURFACE MOTION
 QD1008
 QD1008  HISTORY     - Date     Condition        Report By
 QD1008  HISTORY     - UNK      MONUMENTED       USGS
 QD1008  HISTORY     - 1943     GOOD             NGS
 QD1008
 QD1008                          STATION DESCRIPTION
 QD1008
 QD1008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QD1008'3.95 MI E FROM MCKENZIE PASS.
 QD1008'ABOUT 3.95 MILES EAST ALONG U.S. HIGHWAY 28 FROM MCKENZIE PASS,
 QD1008'DESCHUTES COUNTY, AT THE WEST END OF A CURVE ON THE TOP OF A BOULDER,
 QD1008'28.3 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 171 FEET
 QD1008'NORTHEAST OF A CURVE SIGN, 4.2 FEET SOUTHWEST OF A WHITE REFERENCE
 QD1008'POST.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1307 ***********************************************************************
 RD1307  DESIGNATION -  472
 RD1307  PID         -  RD1307
 RD1307  STATE/COUNTY-  OR/CLATSOP
 RD1307  USGS QUAD   -  VINEMAPLE (1984)
 RD1307
 RD1307                         *CURRENT SURVEY CONTROL
 RD1307  ___________________________________________________________________
 RD1307* NAD 83(1986)-  45 56 04.     (N)    123 30 07.     (W)     SCALED    
 RD1307* NAVD 88     -       144.878  (meters)     475.32   (feet)  ADJUSTED  
 RD1307  ___________________________________________________________________
 RD1307  GEOID HEIGHT-         -21.29  (meters)                     GEOID03
 RD1307  DYNAMIC HT  -         144.890 (meters)     475.36  (feet)  COMP
 RD1307  MODELED GRAV-     980,695.7   (mgal)                       NAVD 88
 RD1307
 RD1307  VERT ORDER  -  SECOND    CLASS 0
 RD1307
 RD1307.The horizontal coordinates were scaled from a topographic map and have
 RD1307.an estimated accuracy of +/- 6 seconds.
 RD1307
 RD1307.The orthometric height was determined by differential leveling
 RD1307.and adjusted in June 1991.
 RD1307
 RD1307.The geoid height was determined by GEOID03.
 RD1307
 RD1307.The dynamic height is computed by dividing the NAVD 88
 RD1307.geopotential number by the normal gravity value computed on the
 RD1307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1307.degrees latitude (g = 980.6199 gals.).
 RD1307
 RD1307.The modeled gravity was interpolated from observed gravity values.
 RD1307
 RD1307;                    North         East    Units  Estimated Accuracy
 RD1307;SPC OR N     -   256,330.    2,267,240.      MT  (+/- 180 meters Scaled)
 RD1307
 RD1307                          SUPERSEDED SURVEY CONTROL
 RD1307
 RD1307  NGVD 29 (??/??/92)  143.800  (m)          471.78   (f) ADJ UNCH    2 0
 RD1307
 RD1307.Superseded values are not recommended for survey control.
 RD1307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1307.See file dsdata.txt to determine how the superseded data were derived.
 RD1307
 RD1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR610868(NAD 83)
 RD1307_MARKER: N = NAIL
 RD1307_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RD1307_SP_SET: PIER
 RD1307_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RD1307
 RD1307  HISTORY     - Date     Condition        Report By
 RD1307  HISTORY     - UNK      MONUMENTED       USGS
 RD1307  HISTORY     - 1941     GOOD             NGS
 RD1307  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 RD1307
 RD1307                          STATION DESCRIPTION
 RD1307
 RD1307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 RD1307'IN JEWELL.
 RD1307'ABOUT 60 FEET NORTH OF CENTERLINE OF HIGHWAY, IN THE OLD ABANDONED
 RD1307'BRIDGE OVER BENEKE CREEK, TOP OF CONCRETE PIER.  COPPER NAIL AND
 RD1307'WASHER.
 RD1307
 RD1307                          STATION RECOVERY (1990)
 RD1307
 RD1307'RECOVERY NOTE BY US POWER SQUADRON 1990 (KRN)
 RD1307'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0379 ***********************************************************************
 PC0379  DESIGNATION -  472 B=E 10
 PC0379  PID         -  PC0379
 PC0379  STATE/COUNTY-  OR/DOUGLAS
 PC0379  USGS QUAD   -  WINCHESTER (1987)
 PC0379
 PC0379                         *CURRENT SURVEY CONTROL
 PC0379  ___________________________________________________________________
 PC0379* NAD 83(1986)-  43 16 32.     (N)    123 21 10.     (W)     SCALED    
 PC0379* NAVD 88     -       145.389  (meters)     477.00   (feet)  ADJUSTED  
 PC0379  ___________________________________________________________________
 PC0379  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 PC0379  DYNAMIC HT  -         145.360 (meters)     476.90  (feet)  COMP
 PC0379  MODELED GRAV-     980,417.8   (mgal)                       NAVD 88
 PC0379
 PC0379  VERT ORDER  -  FIRST     CLASS II
 PC0379
 PC0379.The horizontal coordinates were scaled from a topographic map and have
 PC0379.an estimated accuracy of +/- 6 seconds.
 PC0379
 PC0379.The orthometric height was determined by differential leveling
 PC0379.and adjusted in June 1991.
 PC0379.WARNING-Repeat measurements at this control monument indicate possible
 PC0379.vertical movement.
 PC0379
 PC0379.The geoid height was determined by GEOID03.
 PC0379
 PC0379.The dynamic height is computed by dividing the NAVD 88
 PC0379.geopotential number by the normal gravity value computed on the
 PC0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0379.degrees latitude (g = 980.6199 gals.).
 PC0379
 PC0379.The modeled gravity was interpolated from observed gravity values.
 PC0379
 PC0379;                    North         East    Units  Estimated Accuracy
 PC0379;SPC OR S     -   182,660.    1,268,490.      MT  (+/- 180 meters Scaled)
 PC0379
 PC0379                          SUPERSEDED SURVEY CONTROL
 PC0379
 PC0379  NGVD 29 (??/??/92)  144.32   (m)          473.5    (f) COMPUTED    1 2
 PC0379
 PC0379.Superseded values are not recommended for survey control.
 PC0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0379.See file dsdata.txt to determine how the superseded data were derived.
 PC0379
 PC0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN713914(NAD 83)
 PC0379_MARKER: P = PIPE CAP
 PC0379_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PC0379_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PC0379_STAMPING: E 10 473.149 472 B 1903
 PC0379_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PC0379
 PC0379  HISTORY     - Date     Condition        Report By
 PC0379  HISTORY     - 1903     MONUMENTED       USGS
 PC0379  HISTORY     - 1954     GOOD             NGS
 PC0379  HISTORY     - 1963     GOOD             USGS
 PC0379  HISTORY     - 1987     MARK NOT FOUND   NGS
 PC0379
 PC0379                          STATION DESCRIPTION
 PC0379
 PC0379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 PC0379'5.1 MI N FROM ROSEBURG.
 PC0379'5.1 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 PC0379'STATION AT ROSEBURG, 0.2 MILE SOUTH OF WINCHESTER SIDING SIGN, 9 RAILS
 PC0379'NORTH OF CULVERT 577.56, 29.5 FEET EAST OF THE EAST RAIL, 28.6 FEET
 PC0379'WEST OF THE CENTER LINE OF THE HIGHWAY, 37 FEET SOUTHEAST OF A
 PC0379'TELEPHONE POLE, 2.0 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE
 PC0379'TRACK, AND RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 1.5
 PC0379'FEET ABOVE THE GROUND.  NOTE-- THIS MARK IS LOOSE AND IS LEANING. THE
 PC0379'ROD WAS HELD IN THE CENTER OF THE CAP DURING THE 1954 RELEVELING.
 PC0379
 PC0379                          STATION RECOVERY (1963)
 PC0379
 PC0379'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 PC0379'RECOVERED IN GOOD CONDITION.
 PC0379
 PC0379                          STATION RECOVERY (1987)
 PC0379
 PC0379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PC0379'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0501 ***********************************************************************
 PA0501  DESIGNATION -  4730=4722
 PA0501  PID         -  PA0501
 PA0501  STATE/COUNTY-  OR/HARNEY
 PA0501  USGS QUAD   -  CAMP CURREY SPRING (1992)
 PA0501
 PA0501                         *CURRENT SURVEY CONTROL
 PA0501  ___________________________________________________________________
 PA0501* NAD 83(1986)-  43 40 33.     (N)    119 44 09.     (W)     SCALED    
 PA0501* NAVD 88     -      1442.862  (meters)    4733.79   (feet)  ADJUSTED  
 PA0501  ___________________________________________________________________
 PA0501  GEOID HEIGHT-         -19.23  (meters)                     GEOID03
 PA0501  DYNAMIC HT  -        1442.144 (meters)    4731.43  (feet)  COMP
 PA0501  MODELED GRAV-     980,070.7   (mgal)                       NAVD 88
 PA0501
 PA0501  VERT ORDER  -  FIRST     CLASS II
 PA0501
 PA0501.The horizontal coordinates were scaled from a topographic map and have
 PA0501.an estimated accuracy of +/- 6 seconds.
 PA0501
 PA0501.The orthometric height was determined by differential leveling
 PA0501.and adjusted in June 1991.
 PA0501
 PA0501.The geoid height was determined by GEOID03.
 PA0501
 PA0501.The dynamic height is computed by dividing the NAVD 88
 PA0501.geopotential number by the normal gravity value computed on the
 PA0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0501.degrees latitude (g = 980.6199 gals.).
 PA0501
 PA0501.The modeled gravity was interpolated from observed gravity values.
 PA0501
 PA0501;                    North         East    Units  Estimated Accuracy
 PA0501;SPC OR S     -   223,470.    1,561,620.      MT  (+/- 180 meters Scaled)
 PA0501
 PA0501                          SUPERSEDED SURVEY CONTROL
 PA0501
 PA0501  NGVD 29 (??/??/92) 1441.626  (m)         4729.73   (f) ADJ UNCH    1 2
 PA0501
 PA0501.Superseded values are not recommended for survey control.
 PA0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0501.See file dsdata.txt to determine how the superseded data were derived.
 PA0501
 PA0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKJ794395(NAD 83)
 PA0501_MARKER: P = PIPE CAP
 PA0501_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PA0501_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PA0501_STAMPING: 4729.973 H 1903
 PA0501_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PA0501
 PA0501  HISTORY     - Date     Condition        Report By
 PA0501  HISTORY     - 1903     MONUMENTED       USGS
 PA0501  HISTORY     - 1935     GOOD             NGS
 PA0501
 PA0501                          STATION DESCRIPTION
 PA0501
 PA0501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PA0501'9.6 MI NW FROM SUNTEX.
 PA0501'9.6 MILES NORTHWEST ALONG THE OLD PAULINA-BURNS ROAD FROM SUNTEX,
 PA0501'HARNEY COUNTY, 3.1 MILES SOUTHEAST OF THE FOREST BOUNDARY, 0.3 MILE
 PA0501'NORTHWEST OF A U TURN IN THE BOTTOM OF A CANYON, 110 FEET NORTH OF A
 PA0501'ROCK LEDGE AT THE TOP OF A HILL ON WHICH THERE IS A LONE 16 INCH PINE
 PA0501'TREE, 100 FEET SOUTHEAST OF A DIVISION IN THE ROAD, 36 FEET SOUTHWEST
 PA0501'OF A WASH IN THE CANYON WHICH THE ROAD FOLLOWS, 26 FEET SOUTHWEST OF
 PA0501'THE ROAD CENTERLINE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP
 PA0501'STAMPED 4729.973 H 1903 AND RIVETED TO A 3 1/2 INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0820 ***********************************************************************
 RD0820  DESIGNATION -  474
 RD0820  PID         -  RD0820
 RD0820  STATE/COUNTY-  OR/CLATSOP
 RD0820  USGS QUAD   -  SAGER CREEK (1979)
 RD0820
 RD0820                         *CURRENT SURVEY CONTROL
 RD0820  ___________________________________________________________________
 RD0820* NAD 83(1986)-  45 56 05.     (N)    123 29 29.     (W)     SCALED    
 RD0820* NAVD 88     -       145.703  (meters)     478.03   (feet)  ADJUSTED  
 RD0820  ___________________________________________________________________
 RD0820  GEOID HEIGHT-         -21.27  (meters)                     GEOID03
 RD0820  DYNAMIC HT  -         145.715 (meters)     478.07  (feet)  COMP
 RD0820  MODELED GRAV-     980,694.7   (mgal)                       NAVD 88
 RD0820
 RD0820  VERT ORDER  -  SECOND    CLASS 0
 RD0820
 RD0820.The horizontal coordinates were scaled from a topographic map and have
 RD0820.an estimated accuracy of +/- 6 seconds.
 RD0820
 RD0820.The orthometric height was determined by differential leveling
 RD0820.and adjusted in June 1991.
 RD0820
 RD0820.The geoid height was determined by GEOID03.
 RD0820
 RD0820.The dynamic height is computed by dividing the NAVD 88
 RD0820.geopotential number by the normal gravity value computed on the
 RD0820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0820.degrees latitude (g = 980.6199 gals.).
 RD0820
 RD0820.The modeled gravity was interpolated from observed gravity values.
 RD0820
 RD0820;                    North         East    Units  Estimated Accuracy
 RD0820;SPC OR N     -   256,330.    2,268,060.      MT  (+/- 180 meters Scaled)
 RD0820
 RD0820                          SUPERSEDED SURVEY CONTROL
 RD0820
 RD0820  NGVD 29 (??/??/92)  144.624  (m)          474.49   (f) ADJ UNCH    2 0
 RD0820
 RD0820.Superseded values are not recommended for survey control.
 RD0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0820.See file dsdata.txt to determine how the superseded data were derived.
 RD0820
 RD0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR619869(NAD 83)
 RD0820_MARKER: N = NAIL
 RD0820_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RD0820_SP_SET: PIER
 RD0820_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RD0820
 RD0820  HISTORY     - Date     Condition        Report By
 RD0820  HISTORY     - UNK      MONUMENTED       USGS
 RD0820  HISTORY     - 1941     GOOD             NGS
 RD0820  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 RD0820
 RD0820                          STATION DESCRIPTION
 RD0820
 RD0820'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 RD0820'0.50 MI E FROM JEWELL.
 RD0820'ABOUT .50 MILE EAST OF JEWELL, ALONG THE NEHALEM HIGHWAY, AT THE
 RD0820'SOUTHEAST CORNER OF HIGHWAY BRIDGE, TOP OF CONCRETE PIER.  A COPPER
 RD0820'NAIL AND WASHER SET.
 RD0820
 RD0820                          STATION RECOVERY (1990)
 RD0820
 RD0820'RECOVERY NOTE BY US POWER SQUADRON 1990 (KRN)
 RD0820'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0211 ***********************************************************************
 QE0211  DESIGNATION -  474
 QE0211  PID         -  QE0211
 QE0211  STATE/COUNTY-  OR/LINN
 QE0211  USGS QUAD   -  WATERLOO (1988)
 QE0211
 QE0211                         *CURRENT SURVEY CONTROL
 QE0211  ___________________________________________________________________
 QE0211* NAD 83(1986)-  44 28 03.     (N)    122 48 32.     (W)     SCALED    
 QE0211* NAVD 88     -       145.528  (meters)     477.45   (feet)  ADJUSTED  
 QE0211  ___________________________________________________________________
 QE0211  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 QE0211  DYNAMIC HT  -         145.509 (meters)     477.39  (feet)  COMP
 QE0211  MODELED GRAV-     980,492.2   (mgal)                       NAVD 88
 QE0211
 QE0211  VERT ORDER  -  FIRST     CLASS II
 QE0211
 QE0211.The horizontal coordinates were scaled from a topographic map and have
 QE0211.an estimated accuracy of +/- 6 seconds.
 QE0211
 QE0211.The orthometric height was determined by differential leveling
 QE0211.and adjusted in June 1991.
 QE0211
 QE0211.The geoid height was determined by GEOID03.
 QE0211
 QE0211.The dynamic height is computed by dividing the NAVD 88
 QE0211.geopotential number by the normal gravity value computed on the
 QE0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0211.degrees latitude (g = 980.6199 gals.).
 QE0211
 QE0211.The modeled gravity was interpolated from observed gravity values.
 QE0211
 QE0211;                    North         East    Units  Estimated Accuracy
 QE0211;SPC OR N     -    91,620.    2,316,300.      MT  (+/- 180 meters Scaled)
 QE0211
 QE0211                          SUPERSEDED SURVEY CONTROL
 QE0211
 QE0211  NGVD 29 (??/??/92)  144.500  (m)          474.08   (f) ADJ UNCH    1 2
 QE0211
 QE0211.Superseded values are not recommended for survey control.
 QE0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0211.See file dsdata.txt to determine how the superseded data were derived.
 QE0211
 QE0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ152238(NAD 83)
 QE0211_MARKER: Q = CHISELED SQUARE
 QE0211_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QE0211_SP_SET: CULVERT
 QE0211_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0211
 QE0211  HISTORY     - Date     Condition        Report By
 QE0211  HISTORY     - UNK      MONUMENTED       USGS
 QE0211  HISTORY     - 1963     GOOD             NGS
 QE0211
 QE0211                          STATION DESCRIPTION
 QE0211
 QE0211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 QE0211'6.8 MI NW FROM SWEET HOME.
 QE0211'6.8 MILES NORTHWEST ALONG U.S. HIGHWAY 20 FROM THE JUNCTION OF U.S.
 QE0211'HIGHWAY 20 AND 13TH AVENUE, WHICH IS 0.1 MILE NORTH OF THE SWEET HOME
 QE0211'POST OFFICE, 0.3 MILE NORTHWEST OF MILE POST NO. 21, 450 FEET
 QE0211'SOUTHEAST OF A SMALL METAL BUILDING AT A TURNOUT, 17 FEET SOUTHWEST OF
 QE0211'THE CENTER OF U.S. HIGHWAY 20 AND 4 FEET SOUTHEAST OF BENCH MARK H
 QE0211'479.  A CHISELED SQUARE IN THE TOP OF SOUTHWEST HEADWALL OF A CONCRETE
 QE0211'BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0483 ***********************************************************************
 PA0483  DESIGNATION -  4766=4757
 PA0483  PID         -  PA0483
 PA0483  STATE/COUNTY-  OR/CROOK
 PA0483  USGS QUAD   -  TWELVEMILE RESERVOIR (1981)
 PA0483
 PA0483                         *CURRENT SURVEY CONTROL
 PA0483  ___________________________________________________________________
 PA0483* NAD 83(1986)-  43 58 08.     (N)    119 51 47.     (W)     SCALED    
 PA0483* NAVD 88     -      1453.677  (meters)    4769.27   (feet)  ADJUSTED  
 PA0483  ___________________________________________________________________
 PA0483  GEOID HEIGHT-         -19.12  (meters)                     GEOID03
 PA0483  DYNAMIC HT  -        1452.992 (meters)    4767.02  (feet)  COMP
 PA0483  MODELED GRAV-     980,096.3   (mgal)                       NAVD 88
 PA0483
 PA0483  VERT ORDER  -  FIRST     CLASS II
 PA0483
 PA0483.The horizontal coordinates were scaled from a topographic map and have
 PA0483.an estimated accuracy of +/- 6 seconds.
 PA0483
 PA0483.The orthometric height was determined by differential leveling
 PA0483.and adjusted in June 1991.
 PA0483
 PA0483.The geoid height was determined by GEOID03.
 PA0483
 PA0483.The dynamic height is computed by dividing the NAVD 88
 PA0483.geopotential number by the normal gravity value computed on the
 PA0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0483.degrees latitude (g = 980.6199 gals.).
 PA0483
 PA0483.The modeled gravity was interpolated from observed gravity values.
 PA0483
 PA0483;                    North         East    Units  Estimated Accuracy
 PA0483;SPC OR S     -   255,940.    1,551,110.      MT  (+/- 180 meters Scaled)
 PA0483
 PA0483                          SUPERSEDED SURVEY CONTROL
 PA0483
 PA0483  NGVD 29 (??/??/92) 1452.444  (m)         4765.23   (f) ADJ UNCH    1 2
 PA0483
 PA0483.Superseded values are not recommended for survey control.
 PA0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0483.See file dsdata.txt to determine how the superseded data were derived.
 PA0483
 PA0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKJ703724(NAD 83)
 PA0483_MARKER: P = PIPE CAP
 PA0483_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PA0483_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PA0483_STAMPING: 4765.337 H 1903
 PA0483_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PA0483
 PA0483  HISTORY     - Date     Condition        Report By
 PA0483  HISTORY     - 1903     MONUMENTED       USGS
 PA0483  HISTORY     - 1935     GOOD             NGS
 PA0483  HISTORY     - 1962     GOOD             NGS
 PA0483
 PA0483                          STATION DESCRIPTION
 PA0483
 PA0483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PA0483'19.2 MI SW FROM PAULINA.
 PA0483'19.2 MILES SOUTHWEST ALONG THE PAULINA-BURNS ROAD FROM PAULINA, CROOK
 PA0483'COUNTY, 8.4 MILES SOUTH FROM THE ROAD JUNCTION AT ANGELL RANCH, AT THE
 PA0483'SUMMIT OF A HILL, 28 FEET WEST OF THE ROAD AND MARKED BY A SMALL ROCK
 PA0483'CAIRN.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP STAMPED
 PA0483'4765.337 H 1903 AND RIVETED TO A 3 1/2 INCH IRON PIPE SET IN CONCRETE.
 PA0483
 PA0483                          STATION RECOVERY (1962)
 PA0483
 PA0483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 PA0483'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0504 ***********************************************************************
 PA0504  DESIGNATION -  4769=4761
 PA0504  PID         -  PA0504
 PA0504  STATE/COUNTY-  OR/HARNEY
 PA0504  USGS QUAD   -  CAMP CURREY SPRING (1992)
 PA0504
 PA0504                         *CURRENT SURVEY CONTROL
 PA0504  ___________________________________________________________________
 PA0504* NAD 83(1986)-  43 39 42.     (N)    119 41 15.     (W)     SCALED    
 PA0504* NAVD 88     -      1454.880  (meters)    4773.22   (feet)  ADJUSTED  
 PA0504  ___________________________________________________________________
 PA0504  GEOID HEIGHT-         -19.24  (meters)                     GEOID03
 PA0504  DYNAMIC HT  -        1454.162 (meters)    4770.86  (feet)  COMP
 PA0504  MODELED GRAV-     980,074.2   (mgal)                       NAVD 88
 PA0504
 PA0504  VERT ORDER  -  FIRST     CLASS II
 PA0504
 PA0504.The horizontal coordinates were scaled from a topographic map and have
 PA0504.an estimated accuracy of +/- 6 seconds.
 PA0504
 PA0504.The orthometric height was determined by differential leveling
 PA0504.and adjusted in June 1991.
 PA0504
 PA0504.The geoid height was determined by GEOID03.
 PA0504
 PA0504.The dynamic height is computed by dividing the NAVD 88
 PA0504.geopotential number by the normal gravity value computed on the
 PA0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0504.degrees latitude (g = 980.6199 gals.).
 PA0504
 PA0504.The modeled gravity was interpolated from observed gravity values.
 PA0504
 PA0504;                    North         East    Units  Estimated Accuracy
 PA0504;SPC OR S     -   221,930.    1,565,530.      MT  (+/- 180 meters Scaled)
 PA0504
 PA0504                          SUPERSEDED SURVEY CONTROL
 PA0504
 PA0504  NGVD 29 (??/??/92) 1453.652  (m)         4769.19   (f) ADJ UNCH    1 2
 PA0504
 PA0504.Superseded values are not recommended for survey control.
 PA0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0504.See file dsdata.txt to determine how the superseded data were derived.
 PA0504
 PA0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKJ833378(NAD 83)
 PA0504_MARKER: P = PIPE CAP
 PA0504_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PA0504_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PA0504_STAMPING: 4769.456 1903
 PA0504_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PA0504
 PA0504  HISTORY     - Date     Condition        Report By
 PA0504  HISTORY     - 1903     MONUMENTED       USGS
 PA0504  HISTORY     - 1935     GOOD             NGS
 PA0504
 PA0504                          STATION DESCRIPTION
 PA0504
 PA0504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PA0504'6.4 MI N FROM SUNTEX.
 PA0504'6.4 MILES NORTH ALONG THE ROAD OVER BUCK MOUNTAIN (1935) FROM SUNTEX,
 PA0504'HARNEY COUNTY, 0.4 MILE SOUTHEAST OF THE DRY LAKE HIGHWATER LINE, 275
 PA0504'FEET SOUTHEAST ALONG THE OLD ROAD FROM ITS JUNCTION WITH THE NEW, 25
 PA0504'FEET SOUTH OF THE OLD ROAD AS IT CROSSES A SMALL WASH, 74 FEET
 PA0504'NORTHEAST OF THE NEW ROAD AT THE FOOT OF A GRADE DESCENDING TOWARD DRY
 PA0504'LAKE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP STAMPED 4769.456
 PA0504'1903 AND RIVETED TO A 3 1/2 INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0440 ***********************************************************************
 PB0440  DESIGNATION -  4777
 PB0440  PID         -  PB0440
 PB0440  STATE/COUNTY-  OR/KLAMATH
 PB0440  USGS QUAD   -  ODELL LAKE (1981)
 PB0440
 PB0440                         *CURRENT SURVEY CONTROL
 PB0440  ___________________________________________________________________
 PB0440* NAD 83(1986)-  43 30 33.     (N)    121 58 04.     (W)     SCALED    
 PB0440* NAVD 88     -      1457.257  (meters)    4781.02   (feet)  ADJUSTED  
 PB0440  ___________________________________________________________________
 PB0440  GEOID HEIGHT-         -21.23  (meters)                     GEOID03
 PB0440  DYNAMIC HT  -        1456.516 (meters)    4778.59  (feet)  COMP
 PB0440  MODELED GRAV-     980,059.1   (mgal)                       NAVD 88
 PB0440
 PB0440  VERT ORDER  -  SECOND    CLASS 0
 PB0440
 PB0440.The horizontal coordinates were scaled from a topographic map and have
 PB0440.an estimated accuracy of +/- 6 seconds.
 PB0440
 PB0440.The orthometric height was determined by differential leveling
 PB0440.and adjusted in June 1991.
 PB0440
 PB0440.The geoid height was determined by GEOID03.
 PB0440
 PB0440.The dynamic height is computed by dividing the NAVD 88
 PB0440.geopotential number by the normal gravity value computed on the
 PB0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0440.degrees latitude (g = 980.6199 gals.).
 PB0440
 PB0440.The modeled gravity was interpolated from observed gravity values.
 PB0440
 PB0440;                    North         East    Units  Estimated Accuracy
 PB0440;SPC OR S     -   205,710.    1,381,330.      MT  (+/- 180 meters Scaled)
 PB0440
 PB0440                          SUPERSEDED SURVEY CONTROL
 PB0440
 PB0440  NGVD 29 (??/??/92) 1455.964  (m)         4776.78   (f) ADJ UNCH    2 0
 PB0440
 PB0440.Superseded values are not recommended for survey control.
 PB0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0440.See file dsdata.txt to determine how the superseded data were derived.
 PB0440
 PB0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP834178(NAD 83)
 PB0440_MARKER: DD = SURVEY DISK
 PB0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0440_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0440_STAMPING: 4777 1927
 PB0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0440+STABILITY: SURFACE MOTION
 PB0440
 PB0440  HISTORY     - Date     Condition        Report By
 PB0440  HISTORY     - 1927     MONUMENTED       USGS
 PB0440  HISTORY     - 1943     GOOD             NGS
 PB0440
 PB0440                          STATION DESCRIPTION
 PB0440
 PB0440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PB0440'IN CRESCENT LAKE.
 PB0440'AT CRESCENT LAKE, KLAMATH COUNTY, 67 FEET SOUTH OF THE MAIN TRACK AND
 PB0440'30 FEET EAST OF THE STATION, LEVEL WITH THE PLATFORM.  A USGS STANDARD
 PB0440'DISK STAMPED 4777 1927 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2631 ***********************************************************************
 QE2631  DESIGNATION -  4779 VA=BUCK
 QE2631  PID         -  QE2631
 QE2631  STATE/COUNTY-  OR/LANE
 QE2631  USGS QUAD   -  BLUE RIVER (1989)
 QE2631
 QE2631                         *CURRENT SURVEY CONTROL
 QE2631  ___________________________________________________________________
 QE2631* NAD 83(1991)-  44 13 48.24044(N)    122 18 19.53648(W)     ADJUSTED  
 QE2631* NAVD 88     -      1454.3    (meters)    4771.     (feet)  VERTCON   
 QE2631  ___________________________________________________________________
 QE2631  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 QE2631  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 QE2631  HORZ ORDER  -  THIRD
 QE2631
 QE2631.The horizontal coordinates were established by classical geodetic methods
 QE2631.and adjusted by the National Geodetic Survey in October 1991.
 QE2631
 QE2631.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE2631.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE2631
 QE2631.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2631
 QE2631.The geoid height was determined by GEOID03.
 QE2631
 QE2631;                    North         East     Units Scale Factor Converg.
 QE2631;SPC OR S     -   286,323.116 1,355,755.882   MT  1.00006663   -1 14 06.6
 QE2631;SPC OR S     -   939,380.30  4,448,017.99   iFT  1.00006663   -1 14 06.6
 QE2631;SPC OR N     -    64,219.482 2,355,762.345   MT  1.00002760   -1 16 49.4
 QE2631;SPC OR N     -   210,693.84  7,728,879.08   iFT  1.00002760   -1 16 49.4
 QE2631;UTM  10      - 4,897,660.907   555,471.193   MT  0.99963784   +0 29 04.2
 QE2631
 QE2631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2631!SPC OR S     -   0.99977551  x   1.00006663  =   0.99984213
 QE2631!SPC OR N     -   0.99977551  x   1.00002760  =   0.99980310
 QE2631!UTM  10      -   0.99977551  x   0.99963784  =   0.99941343
 QE2631
 QE2631|---------------------------------------------------------------------|
 QE2631| PID    Reference Object                     Distance      Geod. Az  |
 QE2631|                                                           dddmmss.s |
 QE2631| CS4136 BUCK RM 2                             0.649 METERS 02600     |
 QE2631| CS4137 BUCK RM 1                             0.524 METERS 15600     |
 QE2631| CS4135 BUCK RM 3                             1.143 METERS 25000     |
 QE2631|---------------------------------------------------------------------|
 QE2631
 QE2631                          SUPERSEDED SURVEY CONTROL
 QE2631
 QE2631  NAD 83(1986)-  44 13 48.25953(N)    122 18 19.55861(W) AD(       ) 3
 QE2631  NGVD 29 (04/26/90) 1453.1    (m)         4767.     (f) VERT ANG    3  
 QE2631
 QE2631.Superseded values are not recommended for survey control.
 QE2631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2631.See file dsdata.txt to determine how the superseded data were derived.
 QE2631
 QE2631_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP5547197661(NAD 83)
 QE2631_MARKER: DS = TRIANGULATION STATION DISK
 QE2631_SETTING: 66 = SET IN ROCK OUTCROP
 QE2631_SP_SET: SET IN BEDROCK
 QE2631_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QE2631+STABILITY: POSITION/ELEVATION WELL
 QE2631
 QE2631  HISTORY     - Date     Condition        Report By
 QE2631  HISTORY     - 1916     MONUMENTED       USGS
 QE2631  HISTORY     - 1955     GOOD             USGS
 QE2631
 QE2631                          STATION DESCRIPTION
 QE2631
 QE2631'DESCRIBED BY US GEOLOGICAL SURVEY 1916
 QE2631'LOCATED ON HIGHEST POINT ON BUCK MTN., AT HEAD OF BLUE RIVER.
 QE2631'
 QE2631'SEE 1955 RECOVERY FOR TO REACH.
 QE2631'
 QE2631'STATION MARK--STANDARD BRONZE TABLET, UNSTAMPED, CEMENTED IN
 QE2631'BEDROCK.
 QE2631'
 QE2631'RM 1--CHISELED CROSS IN BEDROCK, SSE.
 QE2631'
 QE2631'RM 2--CHISELED CROSS IN BEDROCK, NNE.
 QE2631'
 QE2631'RM 3--CHISELED CROSS IN BEDROCK, WSW.
 QE2631
 QE2631                          STATION RECOVERY (1955)
 QE2631
 QE2631'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 QE2631'RECOVERED AS DESCRIBED BY USGS.  RMS NOT SEARCHED FOR.
 QE2631'
 QE2631'TO REACH FROM VIDA POST OFFICE, CROSS U.S. HWY. 20 AND DRIVE 2.2
 QE2631'MI UP GATES CREEK RD. TO Y-RD. FORK.  TAKE RIGHT FORK ACROSS
 QE2631'BRIDGE.  TAKE LEFT FORK THROUGH GATE FOLLOWING MAIN-TRAVELED RD.
 QE2631'0.4 MI TO Y-RD. FORKS.  TAKE LEFT FORK 1.1 MI TO Y-RD. FORK.  TAKE
 QE2631'LEFT FORK 3 MI TO RD. FORK.  TAKE LEFT FORK FOLLOWING
 QE2631'MAIN-TRAVELED RD. 1.4 MI TO RD. FORK.  TAKE LEFT FORK 0.5 MI TO
 QE2631'POINT WHERE TWO MAIN RDS. FORK.  TAKE RIGHT FORK 0.4 MI TO RD.
 QE2631'FORKS.  TAKE RIGHT FORK LEAVING MAIN-TRAVELED RD. 2.9 MI TO RD.
 QE2631'FORKS.  TAKE RIGHT FORK 0.4 MI TO RD. FORKS.  TAKE RIGHT FORK 0.3
 QE2631'MI TO RD. FORKS.  TAKE RIGHT FORK FOLLOWING RD. TO END.  PACK E. UP
 QE2631'TRAIL TO TOP AND STATION.  A 40-MINUTE PACK.
 QE2631'
 QE2631'STATION MARK--EXISTING TABLET STAMPED---4779 VA---, CEMENTED IN
 QE2631'ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0491 ***********************************************************************
 PA0491  DESIGNATION -  4784=4776
 PA0491  PID         -  PA0491
 PA0491  STATE/COUNTY-  OR/CROOK
 PA0491  USGS QUAD   -  MACKEY BUTTE (1992)
 PA0491
 PA0491                         *CURRENT SURVEY CONTROL
 PA0491  ___________________________________________________________________
 PA0491* NAD 83(1986)-  43 45 59.     (N)    119 52 22.     (W)     SCALED    
 PA0491* NAVD 88     -      1459.489  (meters)    4788.34   (feet)  ADJUSTED  
 PA0491  ___________________________________________________________________
 PA0491  GEOID HEIGHT-         -19.20  (meters)                     GEOID03
 PA0491  DYNAMIC HT  -        1458.770 (meters)    4785.98  (feet)  COMP
 PA0491  MODELED GRAV-     980,074.7   (mgal)                       NAVD 88
 PA0491
 PA0491  VERT ORDER  -  FIRST     CLASS II
 PA0491
 PA0491.The horizontal coordinates were scaled from a topographic map and have
 PA0491.an estimated accuracy of +/- 6 seconds.
 PA0491
 PA0491.The orthometric height was determined by differential leveling
 PA0491.and adjusted in June 1991.
 PA0491
 PA0491.The geoid height was determined by GEOID03.
 PA0491
 PA0491.The dynamic height is computed by dividing the NAVD 88
 PA0491.geopotential number by the normal gravity value computed on the
 PA0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0491.degrees latitude (g = 980.6199 gals.).
 PA0491
 PA0491.The modeled gravity was interpolated from observed gravity values.
 PA0491
 PA0491;                    North         East    Units  Estimated Accuracy
 PA0491;SPC OR S     -   233,440.    1,550,500.      MT  (+/- 180 meters Scaled)
 PA0491
 PA0491                          SUPERSEDED SURVEY CONTROL
 PA0491
 PA0491  NGVD 29 (??/??/92) 1458.241  (m)         4784.25   (f) ADJ UNCH    1 2
 PA0491
 PA0491.Superseded values are not recommended for survey control.
 PA0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0491.See file dsdata.txt to determine how the superseded data were derived.
 PA0491
 PA0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKJ687499(NAD 83)
 PA0491_MARKER: P = PIPE CAP
 PA0491_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PA0491_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PA0491_STAMPING: 4784.485 H 1903
 PA0491_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PA0491
 PA0491  HISTORY     - Date     Condition        Report By
 PA0491  HISTORY     - 1903     MONUMENTED       USGS
 PA0491  HISTORY     - 1935     GOOD             NGS
 PA0491
 PA0491                          STATION DESCRIPTION
 PA0491
 PA0491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PA0491'38.1 MI SE FROM PAULINA.
 PA0491'38.1 MILES SOUTHEAST ALONG THE PAULINA-BURNS ROAD FROM PAULINA, CROOK
 PA0491'COUNTY, 16 MILES SOUTHEAST OF THE WATERSHED BETWEEN LONGHOLLOW AND THE
 PA0491'BUCK CREEKS, AT THE SITE OF THE FORMER JIM STREET RANCH, ABOUT 220
 PA0491'FEET WEST OF THE JUNCTION OF BUCK CREEK, AND A CREEK WHICH THE ROAD
 PA0491'FOLLOWS, ABOUT 125 FEET NORTHWEST OF BUCK CREEK, 42 FEET WEST OF A
 PA0491'PILE OF OLD FIREPLACE STONES, 16 FEET SOUTHEAST OF THE ROAD
 PA0491'CENTERLINE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP STAMPED
 PA0491'4784.485 H 1903 AND RIVETED TO A 3 1/2 INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0364 ***********************************************************************
 PC0364  DESIGNATION -  479
 PC0364  PID         -  PC0364
 PC0364  STATE/COUNTY-  OR/DOUGLAS
 PC0364  USGS QUAD   -  ROSEBURG EAST (1987)
 PC0364
 PC0364                         *CURRENT SURVEY CONTROL
 PC0364  ___________________________________________________________________
 PC0364* NAD 83(1986)-  43 12 35.     (N)    123 20 40.     (W)     SCALED    
 PC0364* NAVD 88     -       147.314  (meters)     483.31   (feet)  ADJUSTED  
 PC0364  ___________________________________________________________________
 PC0364  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 PC0364  DYNAMIC HT  -         147.284 (meters)     483.21  (feet)  COMP
 PC0364  MODELED GRAV-     980,409.0   (mgal)                       NAVD 88
 PC0364
 PC0364  VERT ORDER  -  FIRST     CLASS II
 PC0364
 PC0364.The horizontal coordinates were scaled from a topographic map and have
 PC0364.an estimated accuracy of +/- 6 seconds.
 PC0364
 PC0364.The orthometric height was determined by differential leveling
 PC0364.and adjusted in June 1991.
 PC0364.WARNING-Repeat measurements at this control monument indicate possible
 PC0364.vertical movement.
 PC0364
 PC0364.The geoid height was determined by GEOID03.
 PC0364
 PC0364.The dynamic height is computed by dividing the NAVD 88
 PC0364.geopotential number by the normal gravity value computed on the
 PC0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0364.degrees latitude (g = 980.6199 gals.).
 PC0364
 PC0364.The modeled gravity was interpolated from observed gravity values.
 PC0364
 PC0364;                    North         East    Units  Estimated Accuracy
 PC0364;SPC OR S     -   175,330.    1,268,920.      MT  (+/- 180 meters Scaled)
 PC0364
 PC0364                          SUPERSEDED SURVEY CONTROL
 PC0364
 PC0364  NGVD 29 (??/??/92)  146.255  (m)          479.84   (f) ADJ UNCH    1 2
 PC0364
 PC0364.Superseded values are not recommended for survey control.
 PC0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0364.See file dsdata.txt to determine how the superseded data were derived.
 PC0364
 PC0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN720841(NAD 83)
 PC0364_MARKER: Z = SEE DESCRIPTION
 PC0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PC0364_STAMPING: FT.479.20
 PC0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0364+STABILITY: SURFACE MOTION
 PC0364
 PC0364  HISTORY     - Date     Condition        Report By
 PC0364  HISTORY     - UNK      MONUMENTED       CGS
 PC0364  HISTORY     - 1954     GOOD             NGS
 PC0364  HISTORY     - 19860425 MARK NOT FOUND   USPSQD
 PC0364  HISTORY     - 1987     MARK NOT FOUND   NGS
 PC0364
 PC0364                          STATION DESCRIPTION
 PC0364
 PC0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 PC0364'IN ROSEBURG.
 PC0364'AT ROSEBURG, AT THE INTERSECTION OF NORTH STEPHENS AND WEST CASS
 PC0364'STREETS, AT THE POST OFFICE, 7.9 FEET SOUTHWEST OF THE WEST CORNER OF
 PC0364'THE BUILDING, AT THE WEST CORNER OF THE LAWN, 2.5 FEET NORTHEAST OF
 PC0364'THE NORTHEAST EDGE OF THE CONCRETE CURB ALONG THE SOUTHWEST EDGE OF
 PC0364'THE LAWN, 2.5 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF THE CONCRETE
 PC0364'CURB ALONG THE NORTHWEST SIDE OF THE LAWN, ABOUT 1/2 FOOT HIGHER THAN
 PC0364'THE STREETS, FLUSH WITH THE GROUND, AND SET IN THE TOP OF A CONCRETE
 PC0364'POST.
 PC0364
 PC0364                          STATION RECOVERY (1986)
 PC0364
 PC0364'RECOVERY NOTE BY US POWER SQUADRON 1986 (RCC)
 PC0364'MARK NOT FOUND.
 PC0364
 PC0364                          STATION RECOVERY (1987)
 PC0364
 PC0364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PC0364'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2416 ***********************************************************************
 RD2416  DESIGNATION -  4791
 RD2416  PID         -  RD2416
 RD2416  STATE/COUNTY-  OR/CLACKAMAS
 RD2416  USGS QUAD   -  THREE LYNX (1985)
 RD2416
 RD2416                         *CURRENT SURVEY CONTROL
 RD2416  ___________________________________________________________________
 RD2416* NAD 83(1991)-  45 13 49.42231(N)    122 02 27.72715(W)     NO CHECK  
 RD2416* NAVD 88     -      1455.     (meters)    4774.     (feet)  SCALED    
 RD2416  ___________________________________________________________________
 RD2416  LAPLACE CORR-           9.41  (seconds)                    DEFLEC99
 RD2416  GEOID HEIGHT-         -21.58  (meters)                     GEOID03
 RD2416  HORZ ORDER  -  SECOND
 RD2416
 RD2416.The horizontal coordinates were established by classical geodetic methods
 RD2416.and adjusted by the National Geodetic Survey in October 1991.
 RD2416.No horizontal observational check was made to the station.
 RD2416
 RD2416.The orthometric height was scaled from a topographic map.
 RD2416
 RD2416.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2416
 RD2416.The geoid height was determined by GEOID03.
 RD2416
 RD2416;                    North         East     Units Scale Factor Converg.
 RD2416;SPC OR N     -   174,917.698 2,379,002.207   MT  0.99989516   -1 05 34.4
 RD2416;SPC OR N     -   573,876.96  7,805,125.35   iFT  0.99989516   -1 05 34.4
 RD2416;UTM  10      - 5,008,992.152   575,277.546   MT  0.99966967   +0 40 51.0
 RD2416
 RD2416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2416!SPC OR N     -   0.99977529  x   0.99989516  =   0.99967048
 RD2416!UTM  10      -   0.99977529  x   0.99966967  =   0.99944504
 RD2416
 RD2416                          SUPERSEDED SURVEY CONTROL
 RD2416
 RD2416  NAD 83(1986)-  45 13 49.44301(N)    122 02 27.73631(W) AD(       ) 2
 RD2416  NAD 27      -  45 13 50.01300(N)    122 02 23.44800(W) AD(       ) 2
 RD2416
 RD2416.Superseded values are not recommended for survey control.
 RD2416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2416.See file dsdata.txt to determine how the superseded data were derived.
 RD2416
 RD2416_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER7527808992(NAD 83)
 RD2416_MARKER: DD = SURVEY DISK
 RD2416_SETTING: 66 = SET IN ROCK OUTCROP
 RD2416_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 RD2416_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RD2416+STABILITY: POSITION/ELEVATION WELL
 RD2416
 RD2416  HISTORY     - Date     Condition        Report By
 RD2416  HISTORY     - 1947     MONUMENTED       USGS
 RD2416  HISTORY     - 1953     GOOD             CGS
 RD2416
 RD2416                          STATION DESCRIPTION
 RD2416
 RD2416'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 RD2416'STATION IS LOCATED ON THE TOP OF SQUAW MOUNTAIN IN THE MT. HOOD
 RD2416'NATIONAL FOREST, ABOUT 12 MILES AIRLINE EAST SOUTHEAST OF ESTACADA,
 RD2416'ABOUT 15 MILES AIRLINE SOUTHEAST OF EAGLE CREEK, 40 FEET SOUTHWEST
 RD2416'OF SQUAW LOOKOUT.
 RD2416'
 RD2416'A STANDARD USGS DISK STAMPED 4791, SET IN A DRILL HOLE IN OUTCROPPING
 RD2416'BEDROCK, 8 INCHES SOUTHWEST OF THE LOOKOUT HOUSE.  IT IS ON THE
 RD2416'HIGHEST PROJECTING ROCK ON THE RIDGE, PROLECTS 18 INCHES ABOVE THE
 RD2416'SURROUNDING ROCK, ABOUT 7 FEET HIGH.
 RD2416'
 RD2416'TO REACH THE STATION FROM ESTACADA BY GOING SOUTH ON PAVED ROAD FOR
 RD2416'0.2 MILE TO A FORK, TAKE THE LEFT FORK FOR 7.6 MILES TO THE NORTH
 RD2416'FORK GUARD STATION AND FORKS, TAKE THE LEFT FORK AS PER SIGN SQUAW
 RD2416'MTN. 17 AND GO NORTHERLY AND UP GRADE TO THE SUMMIT THEN EASTERLY ALL
 RD2416'ON THE MAIN TRAVELED ROAD FOR 7.5 MILES TO A FORKS, TAKE THE LEFT FORK
 RD2416'FOR 0.9 MILE TO A FORK, TAKE THE RIGHT FORK AS PER SIGN SQUAW MTN.
 RD2416'L.O. 9 AND GO 5.7 MILES TO THE LOOKOUT SPRINGS GUARD STATION,
 RD2416'CONTINUE ON THE MAIN TRAVELED ROAD FOR 0.5 MILE TO A SIDE ROAD LEFT,
 RD2416'TURN LEFT, NORTHERLY, FOR 2.3 MILES TO THE SUMMIT OF SQUAW MTN. AND
 RD2416'THE STATION.
 RD2416
 RD2416                          STATION RECOVERY (1953)
 RD2416
 RD2416'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LGT)
 RD2416'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  DIFFERENCES IN THE U.S.
 RD2416'GEOLOGICAL SURVEY DISK AND THE U.S. GEOLOGICAL PLUG WERE NOTED.
 RD2416'DUE TO ADDITIONAL ROADS, THE ROUTE TO THE STATION HAS CHANGED.  A
 RD2416'COMPLETE NEW DESCRIPTION FOLLOWS.
 RD2416'THE STATION IS LOCATED ABOUT 15 MILES, AIRLINE, SOUTHEAST OF EAGLE
 RD2416'CREEK, 12 MILES, AIRLINE, EAST-SOUTHEAST OF ESTACADA, AND 40 FEET
 RD2416'SOUTHWEST OF THE LOOKOUT HOUSE.  IT IS ON WHAT IS LOCALLY KNOWN AS
 RD2416'SQUAW MOUNTAIN IN THE MOUNT HOOD NATIONAL FOREST.
 RD2416'
 RD2416'TO REACH THE STATION FROM THE POST OFFICE IN ESTACADA, GO EAST FOR
 RD2416'2 BLOCKS TO STATE HIGHWAY 211.  TURN RIGHT AND FOLLOW STATE HIGHWAY
 RD2416'211 FOR 0.2 MILE TO A PAVED ROAD LEFT.  TURN LEFT AND FOLLOW THE
 RD2416'PAVED ROAD EASTERLY FOR 7.6 MILES TO A DIRT ROAD LEFT AT THE NORTH
 RD2416'FORK GUARD STATION.  TURN LEFT AND FOLLOW THE DIRT ROAD FOR 7.55 MILES
 RD2416'TURN SHARP RIGHT AND GO 3.55 MILES TO A FORK.  TAKE THE RIGHT FORK
 RD2416'AND GO 2.1 MILES TO A GUARD STATION.  CONTINUE FOR 0.05 MILE TO A FORK
 RD2416'TAKE THE LEFT FORK AND GO 0.5 MILE TO A FORK.  TAKE THE LEFT FORK, AS
 RD2416'PER SIGN SQUAW MTN. L 0 3.  CONTINUE FOR 0.6 MILE TO THE SUMMIT OF
 RD2416'THE MOUNTAIN AND THE STATION.  THIS IS A DRIVE STATION.
 RD2416'
 RD2416'THE USGS DISK IS A U.S. GEOLOGICAL SURVEY BRONZE DISK SET IN A DRILL
 RD2416'HOLE IN BEDROCK WHICH PROJECTS 18 INCHES ABOVE THE SURROUNDING ROCK.
 RD2416'IT IS 3.23 METERS HIGHER THAN THE STATION MARK.  IT IS 8 INCHES SOUTH
 RD2416'OF THE LOOKOUT HOUSE.  THE MARK IS STAMPED 4791.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2419 ***********************************************************************
 RD2419  DESIGNATION -  4791 PLUG
 RD2419  PID         -  RD2419
 RD2419  STATE/COUNTY-  OR/CLACKAMAS
 RD2419  USGS QUAD   -  THREE LYNX (1985)
 RD2419
 RD2419                         *CURRENT SURVEY CONTROL
 RD2419  ___________________________________________________________________
 RD2419* NAD 83(1991)-  45 13 49.39460(N)    122 02 27.69710(W)     NO CHECK  
 RD2419* NAVD 88     -      1455.     (meters)    4774.     (feet)  SCALED    
 RD2419  ___________________________________________________________________
 RD2419  LAPLACE CORR-           9.41  (seconds)                    DEFLEC99
 RD2419  GEOID HEIGHT-         -21.58  (meters)                     GEOID03
 RD2419  HORZ ORDER  -  SECOND
 RD2419
 RD2419.The horizontal coordinates were established by classical geodetic methods
 RD2419.and adjusted by the National Geodetic Survey in October 1991.
 RD2419.No horizontal observational check was made to the station.
 RD2419
 RD2419.The orthometric height was scaled from a topographic map.
 RD2419
 RD2419.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2419
 RD2419.The geoid height was determined by GEOID03.
 RD2419
 RD2419;                    North         East     Units Scale Factor Converg.
 RD2419;SPC OR N     -   174,916.830 2,379,002.846   MT  0.99989516   -1 05 34.3
 RD2419;SPC OR N     -   573,874.11  7,805,127.45   iFT  0.99989516   -1 05 34.3
 RD2419;UTM  10      - 5,008,991.305   575,278.212   MT  0.99966968   +0 40 51.1
 RD2419
 RD2419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2419!SPC OR N     -   0.99977529  x   0.99989516  =   0.99967048
 RD2419!UTM  10      -   0.99977529  x   0.99966968  =   0.99944505
 RD2419
 RD2419                          SUPERSEDED SURVEY CONTROL
 RD2419
 RD2419  NAD 83(1986)-  45 13 49.41529(N)    122 02 27.70626(W) AD(       ) 2
 RD2419  NAD 27      -  45 13 49.98500(N)    122 02 23.41800(W) AD(       ) 2
 RD2419
 RD2419.Superseded values are not recommended for survey control.
 RD2419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2419.See file dsdata.txt to determine how the superseded data were derived.
 RD2419
 RD2419_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER7527808991(NAD 83)
 RD2419_MARKER: Z = SEE DESCRIPTION
 RD2419_SETTING: 66 = SET IN ROCK OUTCROP
 RD2419_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 RD2419_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RD2419+STABILITY: POSITION/ELEVATION WELL
 RD2419
 RD2419  HISTORY     - Date     Condition        Report By
 RD2419  HISTORY     - 1947     MONUMENTED       USGS
 RD2419  HISTORY     - 1953     GOOD             CGS
 RD2419
 RD2419                          STATION DESCRIPTION
 RD2419
 RD2419'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 RD2419'STATION IS LOCATED ON THE TOP OF SQUAW MOUNTAIN IN THE MT. HOOD
 RD2419'NATIONAL FOREST, ABOUT 12 MILES AIRLINE EAST SOUTHEAST OF ESTACADA,
 RD2419'ABOUT 15 MILES AIRLINE SOUTHEAST OF EAGLE CREEK, 40 FEET SOUTHWEST
 RD2419'OF SQUAW LOOKOUT.
 RD2419'
 RD2419'USGS PLUG LOCATED ABOUT 3 FEET SOUTHWEST OF THE USGS DISK, SET IN A
 RD2419'DRILL HOLE IN OUTCROPPING ROCK 2 FEET SOUTHWEST OF THE LOOKOUT HOUSE
 RD2419'AND 8 INCHES LOWER THAN THE BASE OF THE LOOKOUT HOUSE.  IT IS STAMPED
 RD2419'USGS WITH A SMALL TRIANGLE IN THE CENTER.
 RD2419'
 RD2419'TO REACH THE STATION FROM ESTACADA BY GOING SOUTH ON PAVED ROAD FOR
 RD2419'0.2 MILE TO A FORK, TAKE THE LEFT FORK FOR 7.6 MILES TO THE NORTH
 RD2419'FORK GUARD STATION AND FORKS, TAKE THE LEFT FORK AS PER SIGN SQUAW
 RD2419'MTN. 17 AND GO NORTHERLY AND UP GRADE TO THE SUMMIT THEN EASTERLY ALL
 RD2419'ON THE MAIN TRAVELED ROAD FOR 7.5 MILES TO A FORKS, TAKE THE LEFT FORK
 RD2419'FOR 0.9 MILE TO A FORK, TAKE THE RIGHT FORK AS PER SIGN SQUAW MTN.
 RD2419'L.O. 9 AND GO 5.7 MILES TO THE LOOKOUT SPRINGS GUARD STATION,
 RD2419'CONTINUE ON THE MAIN TRAVELED ROAD FOR 0.5 MILE TO A SIDE ROAD LEFT,
 RD2419'TURN LEFT, NORTHERLY, FOR 2.3 MILES TO THE SUMMIT OF SQUAW MTN. AND
 RD2419'THE STATION.
 RD2419
 RD2419                          STATION RECOVERY (1953)
 RD2419
 RD2419'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LGT)
 RD2419'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  DIFFERENCES IN THE U.S.
 RD2419'GEOLOGICAL SURVEY DISK AND THE U.S. GEOLOGICAL PLUG WERE NOTED.
 RD2419'DUE TO ADDITIONAL ROADS, THE ROUTE TO THE STATION HAS CHANGED.  A
 RD2419'COMPLETE NEW DESCRIPTION FOLLOWS.
 RD2419'THE STATION IS LOCATED ABOUT 15 MILES, AIRLINE, SOUTHEAST OF EAGLE
 RD2419'CREEK, 12 MILES, AIRLINE, EAST-SOUTHEAST OF ESTACADA, AND 40 FEET
 RD2419'SOUTHWEST OF THE LOOKOUT HOUSE.  IT IS ON WHAT IS LOCALLY KNOWN AS
 RD2419'SQUAW MOUNTAIN IN THE MOUNT HOOD NATIONAL FOREST.
 RD2419'
 RD2419'TO REACH THE STATION FROM THE POST OFFICE IN ESTACADA, GO EAST FOR
 RD2419'2 BLOCKS TO STATE HIGHWAY 211.  TURN RIGHT AND FOLLOW STATE HIGHWAY
 RD2419'211 FOR 0.2 MILE TO A PAVED ROAD LEFT.  TURN LEFT AND FOLLOW THE
 RD2419'PAVED ROAD EASTERLY FOR 7.6 MILES TO A DIRT ROAD LEFT AT THE NORTH
 RD2419'FORK GUARD STATION.  TURN LEFT AND FOLLOW THE DIRT ROAD FOR 7.55 MILES
 RD2419'TURN SHARP RIGHT AND GO 3.55 MILES TO A FORK.  TAKE THE RIGHT FORK
 RD2419'AND GO 2.1 MILES TO A GUARD STATION.  CONTINUE FOR 0.05 MILE TO A FORK
 RD2419'TAKE THE LEFT FORK AND GO 0.5 MILE TO A FORK.  TAKE THE LEFT FORK, AS
 RD2419'PER SIGN SQUAW MTN. L 0 3.  CONTINUE FOR 0.6 MILE TO THE SUMMIT OF
 RD2419'THE MOUNTAIN AND THE STATION.  THIS IS A DRIVE STATION.
 RD2419'
 RD2419'THE USGS PLUG IS A METAL PLUG SET IN A DRILL HOLE IN BEDROCK.  IT IS
 RD2419'2 FEET SOUTH OF THE LOOKOUT HOUSE.  IT IS STAMPED USGS AND HAS A
 RD2419'SMALL TRIANGLE IN THE CENTER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0490 ***********************************************************************
 PA0490  DESIGNATION -  4799=4791
 PA0490  PID         -  PA0490
 PA0490  STATE/COUNTY-  OR/CROOK
 PA0490  USGS QUAD   -  IBEX BUTTE (1981)
 PA0490
 PA0490                         *CURRENT SURVEY CONTROL
 PA0490  ___________________________________________________________________
 PA0490* NAD 83(1986)-  43 49 18.     (N)    119 52 39.     (W)     SCALED    
 PA0490* NAVD 88     -      1463.973  (meters)    4803.05   (feet)  ADJUSTED  
 PA0490  ___________________________________________________________________
 PA0490  GEOID HEIGHT-         -19.18  (meters)                     GEOID03
 PA0490  DYNAMIC HT  -        1463.254 (meters)    4800.69  (feet)  COMP
 PA0490  MODELED GRAV-     980,076.1   (mgal)                       NAVD 88
 PA0490
 PA0490  VERT ORDER  -  FIRST     CLASS II
 PA0490
 PA0490.The horizontal coordinates were scaled from a topographic map and have
 PA0490.an estimated accuracy of +/- 6 seconds.
 PA0490
 PA0490.The orthometric height was determined by differential leveling
 PA0490.and adjusted in June 1991.
 PA0490
 PA0490.The geoid height was determined by GEOID03.
 PA0490
 PA0490.The dynamic height is computed by dividing the NAVD 88
 PA0490.geopotential number by the normal gravity value computed on the
 PA0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0490.degrees latitude (g = 980.6199 gals.).
 PA0490
 PA0490.The modeled gravity was interpolated from observed gravity values.
 PA0490
 PA0490;                    North         East    Units  Estimated Accuracy
 PA0490;SPC OR S     -   239,580.    1,550,080.      MT  (+/- 180 meters Scaled)
 PA0490
 PA0490                          SUPERSEDED SURVEY CONTROL
 PA0490
 PA0490  NGVD 29 (??/??/92) 1462.722  (m)         4798.95   (f) ADJ UNCH    1 2
 PA0490
 PA0490.Superseded values are not recommended for survey control.
 PA0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0490.See file dsdata.txt to determine how the superseded data were derived.
 PA0490
 PA0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKJ686560(NAD 83)
 PA0490_MARKER: P = PIPE CAP
 PA0490_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PA0490_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PA0490_STAMPING: 4799.1 H 1903
 PA0490_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PA0490
 PA0490  HISTORY     - Date     Condition        Report By
 PA0490  HISTORY     - 1903     MONUMENTED       USGS
 PA0490  HISTORY     - 1935     POOR             NGS
 PA0490
 PA0490                          STATION DESCRIPTION
 PA0490
 PA0490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PA0490'34.2 MI SE FROM PAULINA.
 PA0490'34.2 MILES SOUTHEAST ALONG THE PAULINA-BURNS ROAD FROM PAULINA, CROOK
 PA0490'COUNTY, 2.2 MILES NORTH OF THE DIVIDE BETWEEN LONGHOLLOW CREEK AND
 PA0490'BUCK CREEK DRAINAGE, 1.1 MILES NORTH ALONG THE OLD ROAD (WHICH CLOSELY
 PA0490'FOLLOWS LONGHOLLOW) FROM ITS JUNCTION WITH THE NEW ROAD, DIRECTLY WEST
 PA0490'AND ACROSS THE HOLLOW FROM A BUILDING HOUSING A SPRING, 140 FEET WEST
 PA0490'OF THE CREEK, 62 FEET SOUTH OF A WASH IN THE BOTTOM OF A SMALL SIDE
 PA0490'CANYON, 16 FEET EAST OF THE ROAD.  A UNITED STATES GEOLOGICAL SURVEY
 PA0490'STANDARD CAP STAMPED 4799.1 H 1903 AND RIVETED TO A 3 1/2 INCH IRON
 PA0490'PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0522 ***********************************************************************
 PA0522  DESIGNATION -  48
 PA0522  PID         -  PA0522
 PA0522  STATE/COUNTY-  OR/LAKE
 PA0522  USGS QUAD   -  HAT BUTTE (1981)
 PA0522
 PA0522                         *CURRENT SURVEY CONTROL
 PA0522  ___________________________________________________________________
 PA0522* NAD 83(1986)-  43 34 35.     (N)    119 55 54.     (W)     SCALED    
 PA0522* NAVD 88     -      1390.473  (meters)    4561.91   (feet)  ADJUSTED  
 PA0522  ___________________________________________________________________
 PA0522  GEOID HEIGHT-         -19.51  (meters)                     GEOID03
 PA0522  DYNAMIC HT  -        1389.785 (meters)    4559.65  (feet)  COMP
 PA0522  MODELED GRAV-     980,075.6   (mgal)                       NAVD 88
 PA0522
 PA0522  VERT ORDER  -  FIRST     CLASS II
 PA0522
 PA0522.The horizontal coordinates were scaled from a topographic map and have
 PA0522.an estimated accuracy of +/- 6 seconds.
 PA0522
 PA0522.The orthometric height was determined by differential leveling
 PA0522.and adjusted in June 1991.
 PA0522
 PA0522.The geoid height was determined by GEOID03.
 PA0522
 PA0522.The dynamic height is computed by dividing the NAVD 88
 PA0522.geopotential number by the normal gravity value computed on the
 PA0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0522.degrees latitude (g = 980.6199 gals.).
 PA0522
 PA0522.The modeled gravity was interpolated from observed gravity values.
 PA0522
 PA0522;                    North         East    Units  Estimated Accuracy
 PA0522;SPC OR S     -   212,300.    1,545,900.      MT  (+/- 180 meters Scaled)
 PA0522
 PA0522                          SUPERSEDED SURVEY CONTROL
 PA0522
 PA0522  NGVD 29 (??/??/92) 1389.247  (m)         4557.89   (f) ADJ UNCH    1 2
 PA0522
 PA0522.Superseded values are not recommended for survey control.
 PA0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0522.See file dsdata.txt to determine how the superseded data were derived.
 PA0522
 PA0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKJ632290(NAD 83)
 PA0522_MARKER: DD = SURVEY DISK
 PA0522_SETTING: 66 = SET IN ROCK OUTCROP
 PA0522_SP_SET: ROCK OUTCROP
 PA0522_STAMPING: 48 1927 4558
 PA0522_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PA0522+STABILITY: POSITION/ELEVATION WELL
 PA0522
 PA0522  HISTORY     - Date     Condition        Report By
 PA0522  HISTORY     - 1927     MONUMENTED       ORDT
 PA0522  HISTORY     - 1943     GOOD             NGS
 PA0522
 PA0522                          STATION DESCRIPTION
 PA0522
 PA0522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PA0522'9.6 MI W FROM GAP RANCH.
 PA0522'THIS MARK IS ABOUT 9.6 MILES WEST ALONG U.S. HIGHWAY 20 FROM GAP
 PA0522'RANCH, 1.1 MILE WEST OF THE WEST END OF AN EMERGENCY AIR FIELD, ABOUT
 PA0522'250 FEET EAST OF A ROAD LEADING SOUTH, SET IN THE TOP OF A LARGE ROCK
 PA0522'OUTCROP, 87.5 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 2.0 FEET
 PA0522'NORTH OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0281 ***********************************************************************
 PB0281  DESIGNATION -  48
 PB0281  PID         -  PB0281
 PB0281  STATE/COUNTY-  OR/LAKE
 PB0281  USGS QUAD   -  BIG HOLE (1982)
 PB0281
 PB0281                         *CURRENT SURVEY CONTROL
 PB0281  ___________________________________________________________________
 PB0281* NAD 83(1986)-  43 25 18.     (N)    121 15 34.     (W)     SCALED    
 PB0281* NAVD 88     -      1423.200  (meters)    4669.28   (feet)  ADJUSTED  
 PB0281  ___________________________________________________________________
 PB0281  GEOID HEIGHT-         -20.83  (meters)                     GEOID03
 PB0281  DYNAMIC HT  -        1422.439 (meters)    4666.79  (feet)  COMP
 PB0281  MODELED GRAV-     980,035.4   (mgal)                       NAVD 88
 PB0281
 PB0281  VERT ORDER  -  SECOND    CLASS 0
 PB0281
 PB0281.The horizontal coordinates were scaled from a topographic map and have
 PB0281.an estimated accuracy of +/- 6 seconds.
 PB0281
 PB0281.The orthometric height was determined by differential leveling
 PB0281.and adjusted in June 1991.
 PB0281
 PB0281.The geoid height was determined by GEOID03.
 PB0281
 PB0281.The dynamic height is computed by dividing the NAVD 88
 PB0281.geopotential number by the normal gravity value computed on the
 PB0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0281.degrees latitude (g = 980.6199 gals.).
 PB0281
 PB0281.The modeled gravity was interpolated from observed gravity values.
 PB0281
 PB0281;                    North         East    Units  Estimated Accuracy
 PB0281;SPC OR S     -   195,230.    1,438,510.      MT  (+/- 180 meters Scaled)
 PB0281
 PB0281                          SUPERSEDED SURVEY CONTROL
 PB0281
 PB0281  NGVD 29 (??/??/92) 1421.929  (m)         4665.11   (f) ADJ UNCH    2 0
 PB0281
 PB0281.Superseded values are not recommended for survey control.
 PB0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0281.See file dsdata.txt to determine how the superseded data were derived.
 PB0281
 PB0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP408091(NAD 83)
 PB0281_MARKER: DD = SURVEY DISK
 PB0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0281_STAMPING: 4665 48 1930
 PB0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0281+STABILITY: SURFACE MOTION
 PB0281
 PB0281  HISTORY     - Date     Condition        Report By
 PB0281  HISTORY     - 1930     MONUMENTED       BPR
 PB0281  HISTORY     - 1931     GOOD             NGS
 PB0281  HISTORY     - 1986     GOOD             USPSQD
 PB0281  HISTORY     - 19860916 MARK NOT FOUND   USPSQD
 PB0281
 PB0281                          STATION DESCRIPTION
 PB0281
 PB0281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 PB0281'25.6 MI NW FROM SILVER LAKE.
 PB0281'ABOUT 25.6 MILES NORTHWEST ALONG THE FREMONT HIGHWAY (OREGON 31) FROM
 PB0281'SILVER LAKE, LAKE COUNTY, AND 36 FEET NORTHEAST OF THE CENTER LINE OF
 PB0281'THE HIGHWAY.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK,
 PB0281'STAMPED 4665 48 1930 AND SET IN THE TOP OF A CONCRETE POST.
 PB0281
 PB0281                          STATION RECOVERY (1986)
 PB0281
 PB0281'RECOVERY NOTE BY US POWER SQUADRON 1986 (GAN)
 PB0281'RECOVERED IN GOOD CONDITION.
 PB0281
 PB0281                          STATION RECOVERY (1986)
 PB0281
 PB0281'RECOVERY NOTE BY US POWER SQUADRON 1986 (RCC)
 PB0281'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0577 ***********************************************************************
 RD0577  DESIGNATION -  48 A
 RD0577  PID         -  RD0577
 RD0577  STATE/COUNTY-  OR/COLUMBIA
 RD0577  USGS QUAD   -  ST HELENS (1990)
 RD0577
 RD0577                         *CURRENT SURVEY CONTROL
 RD0577  ___________________________________________________________________
 RD0577* NAD 83(1986)-  45 48 59.     (N)    122 50 58.     (W)     SCALED    
 RD0577* NAVD 88     -        16.017  (meters)      52.55   (feet)  POSTED    
 RD0577  ___________________________________________________________________
 RD0577  GEOID HEIGHT-         -22.41  (meters)                     GEOID03
 RD0577  DYNAMIC HT  -          16.020 (meters)      52.56  (feet)  COMP
 RD0577  MODELED GRAV-     980,643.2   (mgal)                       NAVD 88
 RD0577
 RD0577  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 RD0577
 RD0577.The horizontal coordinates were scaled from a topographic map and have
 RD0577.an estimated accuracy of +/- 6 seconds.
 RD0577
 RD0577.The orthometric height was determined by differential leveling
 RD0577.and adjusted by the  in 1992.
 RD0577.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 RD0577.rate of 0.0 thru 1.0 mm/km.
 RD0577
 RD0577.The geoid height was determined by GEOID03.
 RD0577
 RD0577.The dynamic height is computed by dividing the NAVD 88
 RD0577.geopotential number by the normal gravity value computed on the
 RD0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0577.degrees latitude (g = 980.6199 gals.).
 RD0577
 RD0577.The modeled gravity was interpolated from observed gravity values.
 RD0577
 RD0577;                    North         East    Units  Estimated Accuracy
 RD0577;SPC OR N     -   241,540.    2,317,440.      MT  (+/- 180 meters Scaled)
 RD0577
 RD0577                          SUPERSEDED SURVEY CONTROL
 RD0577
 RD0577  NGVD 29 (??/??/92)   15.006  (m)           49.23   (f) ADJ UNCH    1 2
 RD0577
 RD0577.Superseded values are not recommended for survey control.
 RD0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0577.See file dsdata.txt to determine how the superseded data were derived.
 RD0577
 RD0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER116736(NAD 83)
 RD0577_MARKER: P = PIPE CAP
 RD0577_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RD0577_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RD0577_STAMPING: 48 A
 RD0577_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0577
 RD0577  HISTORY     - Date     Condition        Report By
 RD0577  HISTORY     - UNK      MONUMENTED       USGS
 RD0577  HISTORY     - 1935     GOOD             NGS
 RD0577  HISTORY     - 20040516 MARK NOT FOUND   USPSQD
 RD0577
 RD0577                          STATION DESCRIPTION
 RD0577
 RD0577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 RD0577'IN WARREN.
 RD0577'3.1 MILES SOUTH ALONG THE SPOKANE, PORTLAND AND SEATTLE RAILWAY FROM
 RD0577'ST. HELENS, COLUMBIA COUNTY, AT WARREN, 11 FEET NORTHEAST AND 73.5
 RD0577'FEET SOUTHEAST OF THE EAST CORNER OF THE STATION, 325 FEET NORTHEAST
 RD0577'OF THE POST OFFICE, 175 FEET NORTHEAST OF A 12 INCH MAPLE TREE, 103
 RD0577'FEET SOUTHEAST OF THE TRACK CENTERLINE AND NEAR THE SOUTHEAST RIGHT OF
 RD0577'WAY FENCE ALONG A ROAD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 RD0577'CAP STAMPED 48 A AND RIVETED TO A 3 1/2 INCH IRON PIPE ENCASED IN
 RD0577'CONCRETE AND PROJECTING 22 INCHES ABOVE THE GROUND.
 RD0577
 RD0577                          STATION RECOVERY (2004)
 RD0577
 RD0577'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 RD0577'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0652 ***********************************************************************
 NW0652  DESIGNATION -  48 BKC
 NW0652  PID         -  NW0652
 NW0652  STATE/COUNTY-  OR/MALHEUR
 NW0652  USGS QUAD   -  FLAT TOP MTN SE (1978)
 NW0652
 NW0652                         *CURRENT SURVEY CONTROL
 NW0652  ___________________________________________________________________
 NW0652* NAD 83(1986)-  42 34 39.     (N)    117 45 21.     (W)     SCALED    
 NW0652* NAVD 88     -      1294.781  (meters)    4247.96   (feet)  ADJUSTED  
 NW0652  ___________________________________________________________________
 NW0652  GEOID HEIGHT-         -18.25  (meters)                     GEOID03
 NW0652  DYNAMIC HT  -        1294.072 (meters)    4245.63  (feet)  COMP
 NW0652  MODELED GRAV-     980,028.3   (mgal)                       NAVD 88
 NW0652
 NW0652  VERT ORDER  -  SECOND    CLASS 0
 NW0652
 NW0652.The horizontal coordinates were scaled from a topographic map and have
 NW0652.an estimated accuracy of +/- 6 seconds.
 NW0652
 NW0652.The orthometric height was determined by differential leveling
 NW0652.and adjusted in August 1995.
 NW0652
 NW0652.The geoid height was determined by GEOID03.
 NW0652
 NW0652.The dynamic height is computed by dividing the NAVD 88
 NW0652.geopotential number by the normal gravity value computed on the
 NW0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0652.degrees latitude (g = 980.6199 gals.).
 NW0652
 NW0652.The modeled gravity was interpolated from observed gravity values.
 NW0652
 NW0652;                    North         East    Units  Estimated Accuracy
 NW0652;SPC OR S     -   104,870.    1,725,240.      MT  (+/- 180 meters Scaled)
 NW0652
 NW0652                          SUPERSEDED SURVEY CONTROL
 NW0652
 NW0652.No superseded survey control is available for this station.
 NW0652
 NW0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH379141(NAD 83)
 NW0652_MARKER: DB = BENCH MARK DISK
 NW0652_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0652_SP_SET: COPPER-CLAD STEEL ROD
 NW0652_STAMPING: 48 BKC 1973 4244
 NW0652_MARK LOGO: USGS  
 NW0652_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0652_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0652_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0652+SATELLITE: SATELLITE OBSERVATIONS - 1973
 NW0652
 NW0652  HISTORY     - Date     Condition        Report By
 NW0652  HISTORY     - 1973     MONUMENTED       USGS
 NW0652
 NW0652                          STATION DESCRIPTION
 NW0652
 NW0652'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 NW0652'FROM BURNS JUNCTION, OREGON PROCEED 12.6 MILES SOUTH ALONG U S
 NW0652'HIGHWAY 95, THENCE 6.3 MILES EAST ALONG A GRAVEL ROAD, AT A Y-ROAD
 NW0652'WEST, 67 FEET SOUTHWEST OF THE CENTER OF THE Y-ROAD JUNCTION, 33 FEET
 NW0652'SOUTH OF THE CENTERLINE OF THE ROAD, SET ON A 5/8-INCH COPPER-COATED
 NW0652'ROD DRIVEN TO REFUSAL (ROD DEPTH UNKNOWN) WITH THE TOP ENCASED IN
 NW0652'6-INCH DRAINPIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0319 ***********************************************************************
 NX0319  DESIGNATION -  48 FMK
 NX0319  PID         -  NX0319
 NX0319  STATE/COUNTY-  OR/HARNEY
 NX0319  USGS QUAD   -  KEG SPRS VALLEY WEST (1971)
 NX0319
 NX0319                         *CURRENT SURVEY CONTROL
 NX0319  ___________________________________________________________________
 NX0319* NAD 83(1986)-  42 58 39.     (N)    119 12 27.     (W)     SCALED    
 NX0319* NAVD 88     -      1532.663  (meters)    5028.41   (feet)  ADJUSTED  
 NX0319  ___________________________________________________________________
 NX0319  GEOID HEIGHT-         -19.34  (meters)                     GEOID03
 NX0319  DYNAMIC HT  -        1531.767 (meters)    5025.47  (feet)  COMP
 NX0319  MODELED GRAV-     979,981.6   (mgal)                       NAVD 88
 NX0319
 NX0319  VERT ORDER  -  SECOND    CLASS 0
 NX0319
 NX0319.The horizontal coordinates were scaled from a topographic map and have
 NX0319.an estimated accuracy of +/- 6 seconds.
 NX0319
 NX0319.The orthometric height was determined by differential leveling
 NX0319.and adjusted in August 1995.
 NX0319
 NX0319.The geoid height was determined by GEOID03.
 NX0319
 NX0319.The dynamic height is computed by dividing the NAVD 88
 NX0319.geopotential number by the normal gravity value computed on the
 NX0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0319.degrees latitude (g = 980.6199 gals.).
 NX0319
 NX0319.The modeled gravity was interpolated from observed gravity values.
 NX0319
 NX0319;                    North         East    Units  Estimated Accuracy
 NX0319;SPC OR S     -   146,420.    1,605,420.      MT  (+/- 180 meters Scaled)
 NX0319
 NX0319                          SUPERSEDED SURVEY CONTROL
 NX0319
 NX0319.No superseded survey control is available for this station.
 NX0319
 NX0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH200606(NAD 83)
 NX0319_MARKER: DB = BENCH MARK DISK
 NX0319_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NX0319_SP_SET: COPPER-CLAD STEEL ROD
 NX0319_STAMPING: 48 FMK 1970 5024
 NX0319_MARK LOGO: USGS  
 NX0319_PROJECTION: FLUSH
 NX0319_MAGNETIC: I = MARKER IS A STEEL ROD
 NX0319_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NX0319_ROD/PIPE-DEPTH: 3.05 meters
 NX0319
 NX0319  HISTORY     - Date     Condition        Report By
 NX0319  HISTORY     - 1970     MONUMENTED       USGS
 NX0319
 NX0319                          STATION DESCRIPTION
 NX0319
 NX0319'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NX0319'FROM THE WINDMILL (T29S R27E SEC 32), PROCEED 0.3 MILE SOUTH ALONG A
 NX0319'DIRT ROAD TO A ROAD FORK, THENCE 0.6 MILE NORTHEAST ALONG A DIRT ROAD
 NX0319'TO A ROAD JUNCTION, THENCE 20.8 MILES SOUTHEAST ALONG THE DIRT ROAD
 NX0319'TO MATTIES ARK AND FOSTER LAKE, OPPOSITE A ROAD DRAIN DITCH, 60 FEET
 NX0319'SOUTH OF THE CENTERLINE OF A Y-ROAD FORK, WITNESS POST SET AT BENCH
 NX0319'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0124 ***********************************************************************
 NY0124  DESIGNATION -  4806.03
 NY0124  PID         -  NY0124
 NY0124  STATE/COUNTY-  OR/KLAMATH
 NY0124  USGS QUAD   -  PARADISE MOUNTAIN (1988)
 NY0124
 NY0124                         *CURRENT SURVEY CONTROL
 NY0124  ___________________________________________________________________
 NY0124* NAD 83(1986)-  42 21 31.     (N)    120 56 02.     (W)     SCALED    
 NY0124* NAVD 88     -      1466.091  (meters)    4810.00   (feet)  ADJUSTED  
 NY0124  ___________________________________________________________________
 NY0124  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 NY0124  DYNAMIC HT  -        1465.158 (meters)    4806.94  (feet)  COMP
 NY0124  MODELED GRAV-     979,934.0   (mgal)                       NAVD 88
 NY0124
 NY0124  VERT ORDER  -  FIRST     CLASS II
 NY0124
 NY0124.The horizontal coordinates were scaled from a topographic map and have
 NY0124.an estimated accuracy of +/- 6 seconds.
 NY0124
 NY0124.The orthometric height was determined by differential leveling
 NY0124.and adjusted in June 1991.
 NY0124
 NY0124.The geoid height was determined by GEOID03.
 NY0124
 NY0124.The dynamic height is computed by dividing the NAVD 88
 NY0124.geopotential number by the normal gravity value computed on the
 NY0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0124.degrees latitude (g = 980.6199 gals.).
 NY0124
 NY0124.The modeled gravity was interpolated from observed gravity values.
 NY0124
 NY0124;                    North         East    Units  Estimated Accuracy
 NY0124;SPC OR S     -    76,960.    1,464,260.      MT  (+/- 180 meters Scaled)
 NY0124
 NY0124                          SUPERSEDED SURVEY CONTROL
 NY0124
 NY0124  NGVD 29 (??/??/92) 1464.925  (m)         4806.17   (f) ADJ UNCH    1 2
 NY0124
 NY0124.Superseded values are not recommended for survey control.
 NY0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0124.See file dsdata.txt to determine how the superseded data were derived.
 NY0124
 NY0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM701916(NAD 83)
 NY0124_MARKER: DD = SURVEY DISK
 NY0124_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NY0124_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NY0124_STAMPING: 4806.03
 NY0124_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NY0124
 NY0124  HISTORY     - Date     Condition        Report By
 NY0124  HISTORY     - UNK      MONUMENTED       ORDT
 NY0124  HISTORY     - 1942     GOOD             NGS
 NY0124
 NY0124                          STATION DESCRIPTION
 NY0124
 NY0124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NY0124'6.25 MI E FROM BLY.
 NY0124'ALONG STATE HIGHWAY 66, 55 FEET NORTH OF THE CENTER LINE OF THE
 NY0124'HIGHWAY AND 200 FEET EAST OF ELECTRIC POWER POLE NUMBER 8-70 ON THE
 NY0124'OUTSIDE OF A CURVE.  WITNESS POST SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0931 ***********************************************************************
 QE0931  DESIGNATION -  481
 QE0931  PID         -  QE0931
 QE0931  STATE/COUNTY-  OR/LANE
 QE0931  USGS QUAD   -  SPRINGFIELD (1986)
 QE0931
 QE0931                         *CURRENT SURVEY CONTROL
 QE0931  ___________________________________________________________________
 QE0931* NAD 83(1986)-  44 02 25.     (N)    122 58 52.     (W)     SCALED    
 QE0931* NAVD 88     -       147.325  (meters)     483.35   (feet)  ADJUSTED  
 QE0931  ___________________________________________________________________
 QE0931  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 QE0931  DYNAMIC HT  -         147.301 (meters)     483.27  (feet)  COMP
 QE0931  MODELED GRAV-     980,450.1   (mgal)                       NAVD 88
 QE0931
 QE0931  VERT ORDER  -  SECOND    CLASS 0
 QE0931
 QE0931.The horizontal coordinates were scaled from a topographic map and have
 QE0931.an estimated accuracy of +/- 6 seconds.
 QE0931
 QE0931.The orthometric height was determined by differential leveling
 QE0931.and adjusted in June 1991.
 QE0931
 QE0931.The geoid height was determined by GEOID03.
 QE0931
 QE0931.The dynamic height is computed by dividing the NAVD 88
 QE0931.geopotential number by the normal gravity value computed on the
 QE0931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0931.degrees latitude (g = 980.6199 gals.).
 QE0931
 QE0931.The modeled gravity was interpolated from observed gravity values.
 QE0931
 QE0931;                    North         East    Units  Estimated Accuracy
 QE0931;SPC OR S     -   266,630.    1,301,160.      MT  (+/- 180 meters Scaled)
 QE0931
 QE0931                          SUPERSEDED SURVEY CONTROL
 QE0931
 QE0931  NGVD 29 (??/??/92)  146.226  (m)          479.74   (f) ADJ UNCH    2 0
 QE0931
 QE0931.Superseded values are not recommended for survey control.
 QE0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0931.See file dsdata.txt to determine how the superseded data were derived.
 QE0931
 QE0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP015763(NAD 83)
 QE0931_MARKER: DD = SURVEY DISK
 QE0931_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QE0931_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QE0931_STAMPING: 481
 QE0931_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0931
 QE0931  HISTORY     - Date     Condition        Report By
 QE0931  HISTORY     - UNK      MONUMENTED       USGS
 QE0931  HISTORY     - 1934     GOOD             NGS
 QE0931
 QE0931                          STATION DESCRIPTION
 QE0931
 QE0931'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QE0931'0.5 MI E FROM MOHAWK JUNCTION.
 QE0931'ALONG THE RIGHT OF WAY OF THE SOUTHERN PACIFIC RAILROAD CO., 225 FEET
 QE0931'EAST OF YARD LIMIT SIGN, 250 FEET WEST OF COUNTY ROAD CROSSING, 30
 QE0931'FEET NORTH OF TRACK, AND 3 FEET SOUTH OF RIGHT OF WAY FENCE.  IRON
 QE0931'PIPE, ENCASED IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0203 ***********************************************************************
 QD0203  DESIGNATION -  4821.1
 QD0203  PID         -  QD0203
 QD0203  STATE/COUNTY-  OR/CROOK
 QD0203  USGS QUAD   -  KEYS CREEK (1992)
 QD0203
 QD0203                         *CURRENT SURVEY CONTROL
 QD0203  ___________________________________________________________________
 QD0203* NAD 83(1986)-  44 21 05.     (N)    120 06 36.     (W)     SCALED    
 QD0203* NAVD 88     -      1470.691  (meters)    4825.09   (feet)  ADJUSTED  
 QD0203  ___________________________________________________________________
 QD0203  GEOID HEIGHT-         -19.07  (meters)                     GEOID03
 QD0203  DYNAMIC HT  -        1470.085 (meters)    4823.10  (feet)  COMP
 QD0203  MODELED GRAV-     980,153.5   (mgal)                       NAVD 88
 QD0203
 QD0203  VERT ORDER  -  SECOND    CLASS 0
 QD0203
 QD0203.The horizontal coordinates were scaled from a topographic map and have
 QD0203.an estimated accuracy of +/- 6 seconds.
 QD0203
 QD0203.The orthometric height was determined by differential leveling
 QD0203.and adjusted in June 1991.
 QD0203
 QD0203.The geoid height was determined by GEOID03.
 QD0203
 QD0203.The dynamic height is computed by dividing the NAVD 88
 QD0203.geopotential number by the normal gravity value computed on the
 QD0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0203.degrees latitude (g = 980.6199 gals.).
 QD0203
 QD0203.The modeled gravity was interpolated from observed gravity values.
 QD0203
 QD0203;                    North         East    Units  Estimated Accuracy
 QD0203;SPC OR S     -   298,320.    1,531,100.      MT  (+/- 180 meters Scaled)
 QD0203
 QD0203                          SUPERSEDED SURVEY CONTROL
 QD0203
 QD0203  NGVD 29 (??/??/92) 1469.464  (m)         4821.07   (f) ADJ UNCH    2 0
 QD0203
 QD0203.Superseded values are not recommended for survey control.
 QD0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0203.See file dsdata.txt to determine how the superseded data were derived.
 QD0203
 QD0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGQ303149(NAD 83)
 QD0203_MARKER: N = NAIL
 QD0203_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QD0203_SP_SET: TREE
 QD0203_STAMPING: 4821.1
 QD0203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0203
 QD0203  HISTORY     - Date     Condition        Report By
 QD0203  HISTORY     - UNK      MONUMENTED       USGS
 QD0203  HISTORY     - 1949     GOOD             NGS
 QD0203
 QD0203                          STATION DESCRIPTION
 QD0203
 QD0203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 QD0203'1.2 MI SE FROM COLD SPRINGS G S.
 QD0203'1.2 MILES SOUTHEAST ALONG A FOREST SERVICE ROAD FROM COLD SPRINGS
 QD0203'GUARD STATION, AT THE TOP OF A SMALL RISE, 29 FEET NORTHEAST OF THE
 QD0203'CENTER LINE OF THE TOAD, 6 FEET NORTHEAST OF AN 8-INCH PINE TREE,
 QD0203'ABOUT 1 FOOT HIGHER THAN THE ROAD, AND DRIVEN IN THE SOUTHWEST BASE OF
 QD0203'A 30-INCH PINE TREE BEARING AN ALUMINUM PLATE STAMPED 4821.1.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0129 ***********************************************************************
 NY0129  DESIGNATION -  4839.63
 NY0129  PID         -  NY0129
 NY0129  STATE/COUNTY-  OR/KLAMATH
 NY0129  USGS QUAD   -  PARADISE MOUNTAIN (1988)
 NY0129
 NY0129                         *CURRENT SURVEY CONTROL
 NY0129  ___________________________________________________________________
 NY0129* NAD 83(1986)-  42 20 53.     (N)    120 54 00.     (W)     SCALED    
 NY0129* NAVD 88     -      1476.312  (meters)    4843.53   (feet)  ADJUSTED  
 NY0129  ___________________________________________________________________
 NY0129  GEOID HEIGHT-         -21.33  (meters)                     GEOID03
 NY0129  DYNAMIC HT  -        1475.361 (meters)    4840.41  (feet)  COMP
 NY0129  MODELED GRAV-     979,926.1   (mgal)                       NAVD 88
 NY0129
 NY0129  VERT ORDER  -  FIRST     CLASS II
 NY0129
 NY0129.The horizontal coordinates were scaled from a topographic map and have
 NY0129.an estimated accuracy of +/- 6 seconds.
 NY0129
 NY0129.The orthometric height was determined by differential leveling
 NY0129.and adjusted in June 1991.
 NY0129.WARNING-Repeat measurements at this control monument indicate possible
 NY0129.vertical movement.
 NY0129
 NY0129.The geoid height was determined by GEOID03.
 NY0129
 NY0129.The dynamic height is computed by dividing the NAVD 88
 NY0129.geopotential number by the normal gravity value computed on the
 NY0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0129.degrees latitude (g = 980.6199 gals.).
 NY0129
 NY0129.The modeled gravity was interpolated from observed gravity values.
 NY0129
 NY0129;                    North         East    Units  Estimated Accuracy
 NY0129;SPC OR S     -    75,770.    1,467,040.      MT  (+/- 180 meters Scaled)
 NY0129
 NY0129                          SUPERSEDED SURVEY CONTROL
 NY0129
 NY0129  NGVD 29 (??/??/92) 1475.135  (m)         4839.67   (f) ADJ UNCH    1 2
 NY0129
 NY0129.Superseded values are not recommended for survey control.
 NY0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0129.See file dsdata.txt to determine how the superseded data were derived.
 NY0129
 NY0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM729905(NAD 83)
 NY0129_MARKER: DD = SURVEY DISK
 NY0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NY0129_STAMPING: 4839.63 1928
 NY0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0129+STABILITY: SURFACE MOTION
 NY0129
 NY0129  HISTORY     - Date     Condition        Report By
 NY0129  HISTORY     - 1928     MONUMENTED       BPR
 NY0129  HISTORY     - 1942     GOOD             NGS
 NY0129
 NY0129                          STATION DESCRIPTION
 NY0129
 NY0129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NY0129'8.16 MI E FROM BLY.
 NY0129'LOCATED ALONG OREGON STATE HIGHWAY NO. 66, 24 FEET NORTH OF
 NY0129'INTERSECTION OF LOPHAM RANCH ROAD LEADING SOUTHEAST AND THE MAIN
 NY0129'HIGHWAY, 1 FOOT BELOW HIGHWAY LEVEL, 78 FEET WEST OF CORNER OF RAIL
 NY0129'FENCE AND OLD FENCE LINE, 15 FEET SOUTH OF HIGH-POWER LINE, WITNESS
 NY0129'POST SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0128 ***********************************************************************
 NY0128  DESIGNATION -  4841.05
 NY0128  PID         -  NY0128
 NY0128  STATE/COUNTY-  OR/KLAMATH
 NY0128  USGS QUAD   -  PARADISE MOUNTAIN (1988)
 NY0128
 NY0128                         *CURRENT SURVEY CONTROL
 NY0128  ___________________________________________________________________
 NY0128* NAD 83(1986)-  42 20 52.     (N)    120 54 02.     (W)     SCALED    
 NY0128* NAVD 88     -      1476.741  (meters)    4844.94   (feet)  ADJUSTED  
 NY0128  ___________________________________________________________________
 NY0128  GEOID HEIGHT-         -21.33  (meters)                     GEOID03
 NY0128  DYNAMIC HT  -        1475.790 (meters)    4841.82  (feet)  COMP
 NY0128  MODELED GRAV-     979,926.1   (mgal)                       NAVD 88
 NY0128
 NY0128  VERT ORDER  -  FIRST     CLASS II
 NY0128
 NY0128.The horizontal coordinates were scaled from a topographic map and have
 NY0128.an estimated accuracy of +/- 6 seconds.
 NY0128
 NY0128.The orthometric height was determined by differential leveling
 NY0128.and adjusted in June 1991.
 NY0128
 NY0128.The geoid height was determined by GEOID03.
 NY0128
 NY0128.The dynamic height is computed by dividing the NAVD 88
 NY0128.geopotential number by the normal gravity value computed on the
 NY0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0128.degrees latitude (g = 980.6199 gals.).
 NY0128
 NY0128.The modeled gravity was interpolated from observed gravity values.
 NY0128
 NY0128;                    North         East    Units  Estimated Accuracy
 NY0128;SPC OR S     -    75,740.    1,467,000.      MT  (+/- 180 meters Scaled)
 NY0128
 NY0128                          SUPERSEDED SURVEY CONTROL
 NY0128
 NY0128  NGVD 29 (??/??/92) 1475.564  (m)         4841.08   (f) ADJ UNCH    1 2
 NY0128
 NY0128.Superseded values are not recommended for survey control.
 NY0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0128.See file dsdata.txt to determine how the superseded data were derived.
 NY0128
 NY0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM729905(NAD 83)
 NY0128_MARKER: DD = SURVEY DISK
 NY0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NY0128_STAMPING: 4841.05 1928
 NY0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0128+STABILITY: SURFACE MOTION
 NY0128
 NY0128  HISTORY     - Date     Condition        Report By
 NY0128  HISTORY     - 1928     MONUMENTED       BPR
 NY0128  HISTORY     - 1942     GOOD             NGS
 NY0128
 NY0128                          STATION DESCRIPTION
 NY0128
 NY0128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NY0128'8.05 MI E FROM BLY.
 NY0128'LOCATED ALONG OREGON STATE HIGHWAY NO. 66, 33 FEET NORTH OF CENTER
 NY0128'LINE OF HIGHWAY, 1 FOOT BELOW HIGHWAY LEVEL, 15 FEET NORTH OF A
 NY0128'CULVERT, 12 FEET NORTH OF A F.H.P. MARKER, 6 FEET SOUTH OF OLD FENCE
 NY0128'LINE, DIRECTLY UNDER HIGH-POWER LINE, WITNESS POST SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0444 ***********************************************************************
 PB0444  DESIGNATION -  4849
 PB0444  PID         -  PB0444
 PB0444  STATE/COUNTY-  OR/KLAMATH
 PB0444  USGS QUAD   -  ODELL LAKE (1981)
 PB0444
 PB0444                         *CURRENT SURVEY CONTROL
 PB0444  ___________________________________________________________________
 PB0444* NAD 83(1986)-  43 30 04.     (N)    121 58 18.     (W)     SCALED    
 PB0444* NAVD 88     -      1479.187  (meters)    4852.97   (feet)  ADJUSTED  
 PB0444  ___________________________________________________________________
 PB0444  GEOID HEIGHT-         -21.24  (meters)                     GEOID03
 PB0444  DYNAMIC HT  -        1478.431 (meters)    4850.49  (feet)  COMP
 PB0444  MODELED GRAV-     980,056.1   (mgal)                       NAVD 88
 PB0444
 PB0444  VERT ORDER  -  SECOND    CLASS 0
 PB0444
 PB0444.The horizontal coordinates were scaled from a topographic map and have
 PB0444.an estimated accuracy of +/- 6 seconds.
 PB0444
 PB0444.The orthometric height was determined by differential leveling
 PB0444.and adjusted in June 1991.
 PB0444
 PB0444.The geoid height was determined by GEOID03.
 PB0444
 PB0444.The dynamic height is computed by dividing the NAVD 88
 PB0444.geopotential number by the normal gravity value computed on the
 PB0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0444.degrees latitude (g = 980.6199 gals.).
 PB0444
 PB0444.The modeled gravity was interpolated from observed gravity values.
 PB0444
 PB0444;                    North         East    Units  Estimated Accuracy
 PB0444;SPC OR S     -   204,820.    1,381,000.      MT  (+/- 180 meters Scaled)
 PB0444
 PB0444                          SUPERSEDED SURVEY CONTROL
 PB0444
 PB0444  NGVD 29 (??/??/92) 1477.892  (m)         4848.72   (f) ADJ UNCH    2 0
 PB0444
 PB0444.Superseded values are not recommended for survey control.
 PB0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0444.See file dsdata.txt to determine how the superseded data were derived.
 PB0444
 PB0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP831169(NAD 83)
 PB0444_MARKER: DD = SURVEY DISK
 PB0444_SETTING: 80 = SET IN A BOULDER
 PB0444_SP_SET: BOULDER
 PB0444_STAMPING: 4849 E 1925
 PB0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0444+STABILITY: SURFACE MOTION
 PB0444
 PB0444  HISTORY     - Date     Condition        Report By
 PB0444  HISTORY     - 1925     MONUMENTED       USFS
 PB0444  HISTORY     - 1943     GOOD             NGS
 PB0444
 PB0444                          STATION DESCRIPTION
 PB0444
 PB0444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PB0444'0.6 MI S FROM CRESCENT LAKE.
 PB0444'ABOUT 0.6 MILE SOUTH FROM THE RAILROAD STATION AT CRESCENT LAKE,
 PB0444'KLAMATH COUNTY, 180 FEET SOUTHEAST OF CRESCENT LAKE LODGE, NEAR THE
 PB0444'NORTH SHORE OF THE LAKE, IN THE TOP OF A CONSPICUOUS BOULDER.  A USFS
 PB0444'STANDARD DISK STAMPED 4849 E 1925.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0389 ***********************************************************************
 PC0389  DESIGNATION -  486 B=H 10
 PC0389  PID         -  PC0389
 PC0389  STATE/COUNTY-  OR/DOUGLAS
 PC0389  USGS QUAD   -  WINCHESTER (1987)
 PC0389
 PC0389                         *CURRENT SURVEY CONTROL
 PC0389  ___________________________________________________________________
 PC0389* NAD 83(1986)-  43 21 03.     (N)    123 19 39.     (W)     SCALED    
 PC0389* NAVD 88     -       149.519  (meters)     490.55   (feet)  ADJUSTED  
 PC0389  ___________________________________________________________________
 PC0389  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 PC0389  DYNAMIC HT  -         149.490 (meters)     490.45  (feet)  COMP
 PC0389  MODELED GRAV-     980,420.2   (mgal)                       NAVD 88
 PC0389
 PC0389  VERT ORDER  -  FIRST     CLASS II
 PC0389
 PC0389.The horizontal coordinates were scaled from a topographic map and have
 PC0389.an estimated accuracy of +/- 6 seconds.
 PC0389
 PC0389.The orthometric height was determined by differential leveling
 PC0389.and adjusted in June 1991.
 PC0389
 PC0389.The geoid height was determined by GEOID03.
 PC0389
 PC0389.The dynamic height is computed by dividing the NAVD 88
 PC0389.geopotential number by the normal gravity value computed on the
 PC0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0389.degrees latitude (g = 980.6199 gals.).
 PC0389
 PC0389.The modeled gravity was interpolated from observed gravity values.
 PC0389
 PC0389;                    North         East    Units  Estimated Accuracy
 PC0389;SPC OR S     -   190,950.    1,270,830.      MT  (+/- 180 meters Scaled)
 PC0389
 PC0389                          SUPERSEDED SURVEY CONTROL
 PC0389
 PC0389  NGVD 29 (??/??/92)  148.451  (m)          487.04   (f) ADJ UNCH    1 2
 PC0389
 PC0389.Superseded values are not recommended for survey control.
 PC0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0389.See file dsdata.txt to determine how the superseded data were derived.
 PC0389
 PC0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN734998(NAD 83)
 PC0389_MARKER: P = PIPE CAP
 PC0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0389_SP_SET: CONCRETE POST
 PC0389_STAMPING: H 10 1903 486 B 486.416
 PC0389_MARK LOGO: USGS  
 PC0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0389+STABILITY: SURFACE MOTION
 PC0389
 PC0389  HISTORY     - Date     Condition        Report By
 PC0389  HISTORY     - 1903     MONUMENTED       USGS
 PC0389  HISTORY     - 1954     GOOD             NGS
 PC0389  HISTORY     - 1987     POOR             NGS
 PC0389
 PC0389                          STATION DESCRIPTION
 PC0389
 PC0389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 PC0389'2.7 MI S FROM SUTHERLIN.
 PC0389'2.7 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 PC0389'STATION AT SUTHERLIN, 0.7 MILE NORTH OF MILEPOLE 583, 0.15 MILE SOUTH
 PC0389'OF DEADY SIDING SIGN, 40.4 FEET EAST OF THE CENTER LINE OF OLD U. S.
 PC0389'HIGHWAY 99, 18.7 FEET WEST OF THE WEST RAIL, 10 1/2 FEET NORTH OF A
 PC0389'TELEGRAPH POLE, 2.1 FEET NORTH OF A WITNESS POST, ABOUT 2 FEET LOWER
 PC0389'THAN THE TRACK, AND RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE ENCASED
 PC0389'IN CONCRETE AND PROJECTING 1.1 FEET ABOVE THE GROUND.
 PC0389
 PC0389                          STATION RECOVERY (1987)
 PC0389
 PC0389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PC0389'RECOVERED IN POOR CONDITION.  THE MONUMENT HAS BEEN BROKEN OFF BELOW
 PC0389'GROUND SURFACE.  THE MONUMENT HAS NO RESISTANCE TO MOVEMENT AND NO
 PC0389'LONGER MEETS NGS STANDARDS.  NOT LEVELED THIS SURVEY.  BENCH MARK Z
 PC0389'739 WAS ESTABLISHED IN THE SAME GENERAL AREA, SEE THE DESCRIPTION
 PC0389'THEREOF.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0125 ***********************************************************************
 NY0125  DESIGNATION -  4884.42
 NY0125  PID         -  NY0125
 NY0125  STATE/COUNTY-  OR/KLAMATH
 NY0125  USGS QUAD   -  PARADISE MOUNTAIN (1988)
 NY0125
 NY0125                         *CURRENT SURVEY CONTROL
 NY0125  ___________________________________________________________________
 NY0125* NAD 83(1986)-  42 21 18.     (N)    120 55 34.     (W)     SCALED    
 NY0125* NAVD 88     -      1489.984  (meters)    4888.39   (feet)  ADJUSTED  
 NY0125  ___________________________________________________________________
 NY0125  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 NY0125  DYNAMIC HT  -        1489.033 (meters)    4885.27  (feet)  COMP
 NY0125  MODELED GRAV-     979,931.3   (mgal)                       NAVD 88
 NY0125
 NY0125  VERT ORDER  -  FIRST     CLASS II
 NY0125
 NY0125.The horizontal coordinates were scaled from a topographic map and have
 NY0125.an estimated accuracy of +/- 6 seconds.
 NY0125
 NY0125.The orthometric height was determined by differential leveling
 NY0125.and adjusted in June 1991.
 NY0125
 NY0125.The geoid height was determined by GEOID03.
 NY0125
 NY0125.The dynamic height is computed by dividing the NAVD 88
 NY0125.geopotential number by the normal gravity value computed on the
 NY0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0125.degrees latitude (g = 980.6199 gals.).
 NY0125
 NY0125.The modeled gravity was interpolated from observed gravity values.
 NY0125
 NY0125;                    North         East    Units  Estimated Accuracy
 NY0125;SPC OR S     -    76,550.    1,464,890.      MT  (+/- 180 meters Scaled)
 NY0125
 NY0125                          SUPERSEDED SURVEY CONTROL
 NY0125
 NY0125  NGVD 29 (??/??/92) 1488.816  (m)         4884.56   (f) ADJ UNCH    1 2
 NY0125
 NY0125.Superseded values are not recommended for survey control.
 NY0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0125.See file dsdata.txt to determine how the superseded data were derived.
 NY0125
 NY0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM708912(NAD 83)
 NY0125_MARKER: DD = SURVEY DISK
 NY0125_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NY0125_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NY0125_STAMPING: 4884.42
 NY0125_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NY0125
 NY0125  HISTORY     - Date     Condition        Report By
 NY0125  HISTORY     - UNK      MONUMENTED       ORDT
 NY0125  HISTORY     - 1942     GOOD             NGS
 NY0125
 NY0125                          STATION DESCRIPTION
 NY0125
 NY0125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NY0125'6.7 MI E FROM BLY.
 NY0125'ALONG STATE HIGHWAY 66, 45 FEET NORTH OF THE CENTER LINE OF THE
 NY0125'HIGHWAY AND 135 FEET WEST OF ELECTRIC POWER POLE NO. 2-71 ON TOP OF A
 NY0125'HILL.  WITNESS POST SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1933 ***********************************************************************
 RC1933  DESIGNATION -  489
 RC1933  PID         -  RC1933
 RC1933  STATE/COUNTY-  OR/HOOD RIVER
 RC1933  USGS QUAD   -  HOOD RIVER (1994)
 RC1933
 RC1933                         *CURRENT SURVEY CONTROL
 RC1933  ___________________________________________________________________
 RC1933* NAD 83(1986)-  45 42 17.     (N)    121 35 30.     (W)     SCALED    
 RC1933* NAVD 88     -        63.877  (meters)     209.57   (feet)  ADJUSTED  
 RC1933  ___________________________________________________________________
 RC1933  GEOID HEIGHT-         -21.52  (meters)                     GEOID03
 RC1933  DYNAMIC HT  -          63.875 (meters)     209.56  (feet)  COMP
 RC1933  MODELED GRAV-     980,591.5   (mgal)                       NAVD 88
 RC1933
 RC1933  VERT ORDER  -  FIRST     CLASS II
 RC1933
 RC1933.The horizontal coordinates were scaled from a topographic map and have
 RC1933.an estimated accuracy of +/- 6 seconds.
 RC1933
 RC1933.The orthometric height was determined by differential leveling
 RC1933.and adjusted in June 1991.
 RC1933
 RC1933.The geoid height was determined by GEOID03.
 RC1933
 RC1933.The dynamic height is computed by dividing the NAVD 88
 RC1933.geopotential number by the normal gravity value computed on the
 RC1933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1933.degrees latitude (g = 980.6199 gals.).
 RC1933
 RC1933.The modeled gravity was interpolated from observed gravity values.
 RC1933
 RC1933;                    North         East    Units  Estimated Accuracy
 RC1933;SPC OR N     -   227,050.    2,415,000.      MT  (+/- 180 meters Scaled)
 RC1933
 RC1933                          SUPERSEDED SURVEY CONTROL
 RC1933
 RC1933.No superseded survey control is available for this station.
 RC1933
 RC1933_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR096622(NAD 83)
 RC1933_MARKER: DD = SURVEY DISK
 RC1933_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RC1933_SP_SET: OVERPASS HEADWALL
 RC1933_STAMPING: 489
 RC1933_MARK LOGO: ORHD  
 RC1933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1933+STABILITY: SURFACE MOTION
 RC1933
 RC1933  HISTORY     - Date     Condition        Report By
 RC1933  HISTORY     - UNK      MONUMENTED       ORDT
 RC1933  HISTORY     - 1987     GOOD             USPSQD
 RC1933  HISTORY     - 1987     GOOD             NGS
 RC1933
 RC1933                          STATION DESCRIPTION
 RC1933
 RC1933'DESCRIBED BY US POWER SQUADRON 1987 (CWE)
 RC1933'RECOVERED IN GOOD CONDITION.
 RC1933
 RC1933                          STATION RECOVERY (1987)
 RC1933
 RC1933'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RC1933'6.4 KM (4.00 MI) WEST FROM HOOD RIVER.
 RC1933'6.4 KM (4.00 MI) WEST ALONG INTERSTATE HIGHWAY 84 FROM THE SECOND
 RC1933'STREET OVERPASS IN HOOD RIVER, IN THE SOUTHWEST CORNER OF A SMALL
 RC1933'BRIDGE OVER A SERVICE ROAD, 8.68 M (28.5 FT) SOUTH OF THE HIGHWAY
 RC1933'EASTBOUND CENTERLINE.
 RC1933'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0486 ***********************************************************************
 RD0486  DESIGNATION -  49
 RD0486  PID         -  RD0486
 RD0486  STATE/COUNTY-  OR/MULTNOMAH
 RD0486  USGS QUAD   -  PORTLAND (1990)
 RD0486
 RD0486                         *CURRENT SURVEY CONTROL
 RD0486  ___________________________________________________________________
 RD0486* NAD 83(1986)-  45 32 24.     (N)    122 42 14.     (W)     SCALED    
 RD0486* NAVD 88     -        20.385  (meters)      66.88   (feet)  ADJUSTED  
 RD0486  ___________________________________________________________________
 RD0486  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 RD0486  DYNAMIC HT  -          20.385 (meters)      66.88  (feet)  COMP
 RD0486  MODELED GRAV-     980,615.0   (mgal)                       NAVD 88
 RD0486
 RD0486  VERT ORDER  -  FIRST     CLASS II
 RD0486
 RD0486.The horizontal coordinates were scaled from a topographic map and have
 RD0486.an estimated accuracy of +/- 6 seconds.
 RD0486
 RD0486.The orthometric height was determined by differential leveling
 RD0486.and adjusted in June 1991.
 RD0486
 RD0486.The geoid height was determined by GEOID03.
 RD0486
 RD0486.The dynamic height is computed by dividing the NAVD 88
 RD0486.geopotential number by the normal gravity value computed on the
 RD0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0486.degrees latitude (g = 980.6199 gals.).
 RD0486
 RD0486.The modeled gravity was interpolated from observed gravity values.
 RD0486
 RD0486;                    North         East    Units  Estimated Accuracy
 RD0486;SPC OR N     -   210,520.    2,327,910.      MT  (+/- 180 meters Scaled)
 RD0486
 RD0486                          SUPERSEDED SURVEY CONTROL
 RD0486
 RD0486  NGVD 29 (??/??/92)   19.324  (m)           63.40   (f) ADJ UNCH    1 2
 RD0486
 RD0486.Superseded values are not recommended for survey control.
 RD0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0486.See file dsdata.txt to determine how the superseded data were derived.
 RD0486
 RD0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER231429(NAD 83)
 RD0486_MARKER: DD = SURVEY DISK
 RD0486_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD0486_SP_SET: CURB
 RD0486_STAMPING: 49
 RD0486_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0486
 RD0486  HISTORY     - Date     Condition        Report By
 RD0486  HISTORY     - UNK      MONUMENTED
 RD0486  HISTORY     - 1934     GOOD             NGS
 RD0486  HISTORY     - 1987     MARK NOT FOUND   NGS
 RD0486  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RD0486  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 RD0486
 RD0486                          STATION DESCRIPTION
 RD0486
 RD0486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RD0486'IN PORTLAND.
 RD0486'SET IN THE CURB ON THE S.E. CORNER OF THE INTERSECTION OF N.W. NICOLAI
 RD0486'AND N.W. TWENTY-FIFTH PLACE.
 RD0486
 RD0486                          STATION RECOVERY (1987)
 RD0486
 RD0486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD0486'NOT RECOVERED.
 RD0486
 RD0486                          STATION RECOVERY (1988)
 RD0486
 RD0486'RECOVERY NOTE BY US POWER SQUADRON 1988 (GAN)
 RD0486'MARK NOT FOUND.
 RD0486
 RD0486                          STATION RECOVERY (1989)
 RD0486
 RD0486'RECOVERY NOTE BY US POWER SQUADRON 1989 (FV)
 RD0486'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0524 ***********************************************************************
 PA0524  DESIGNATION -  49
 PA0524  PID         -  PA0524
 PA0524  STATE/COUNTY-  OR/LAKE
 PA0524  USGS QUAD   -  HAT BUTTE (1981)
 PA0524
 PA0524                         *CURRENT SURVEY CONTROL
 PA0524  ___________________________________________________________________
 PA0524* NAD 83(1986)-  43 34 27.     (N)    119 54 38.     (W)     SCALED    
 PA0524* NAVD 88     -      1412.820  (meters)    4635.23   (feet)  ADJUSTED  
 PA0524  ___________________________________________________________________
 PA0524  GEOID HEIGHT-         -19.49  (meters)                     GEOID03
 PA0524  DYNAMIC HT  -        1412.115 (meters)    4632.91  (feet)  COMP
 PA0524  MODELED GRAV-     980,071.0   (mgal)                       NAVD 88
 PA0524
 PA0524  VERT ORDER  -  FIRST     CLASS II
 PA0524
 PA0524.The horizontal coordinates were scaled from a topographic map and have
 PA0524.an estimated accuracy of +/- 6 seconds.
 PA0524
 PA0524.The orthometric height was determined by differential leveling
 PA0524.and adjusted in June 1991.
 PA0524
 PA0524.The geoid height was determined by GEOID03.
 PA0524
 PA0524.The dynamic height is computed by dividing the NAVD 88
 PA0524.geopotential number by the normal gravity value computed on the
 PA0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0524.degrees latitude (g = 980.6199 gals.).
 PA0524
 PA0524.The modeled gravity was interpolated from observed gravity values.
 PA0524
 PA0524;                    North         East    Units  Estimated Accuracy
 PA0524;SPC OR S     -   212,060.    1,547,610.      MT  (+/- 180 meters Scaled)
 PA0524
 PA0524                          SUPERSEDED SURVEY CONTROL
 PA0524
 PA0524  NGVD 29 (??/??/92) 1411.592  (m)         4631.20   (f) ADJ UNCH    1 2
 PA0524
 PA0524.Superseded values are not recommended for survey control.
 PA0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0524.See file dsdata.txt to determine how the superseded data were derived.
 PA0524
 PA0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKJ649286(NAD 83)
 PA0524_MARKER: DD = SURVEY DISK
 PA0524_SETTING: 66 = SET IN ROCK OUTCROP
 PA0524_SP_SET: ROCK OUTCROP
 PA0524_STAMPING: 49 4631 1927
 PA0524_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PA0524+STABILITY: POSITION/ELEVATION WELL
 PA0524
 PA0524  HISTORY     - Date     Condition        Report By
 PA0524  HISTORY     - 1927     MONUMENTED       ORDT
 PA0524  HISTORY     - 1943     GOOD             NGS
 PA0524
 PA0524                          STATION DESCRIPTION
 PA0524
 PA0524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PA0524'8.5 MI W FROM GAP RANCH.
 PA0524'THIS MARK IS ABOUT 8.5 MILES WEST ALONG U.S. HIGHWAY 20 FROM GAP
 PA0524'RANCH, HARNEY COUNTY, ACROSS HIGHWAY FROM EMERGENCY AIR FIELD, 0.9
 PA0524'MILE WEST OF HARNEY-LAKE COUNTY LINE, ABOUT 350 FEET EAST OF THE
 PA0524'SUMMIT OF A HILL, SET IN THE TOP OF A ROCK SHELF ABOUT HALF WAY UP
 PA0524'NORTH FACE OF LOW ROCK OUTCROP, ABOUT 90.0 FEET SOUTH OF THE CENTER
 PA0524'LINE OF THE HIGHWAY, 4.0 FEET NORTHEAST OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0653 ***********************************************************************
 NW0653  DESIGNATION -  49 BKC
 NW0653  PID         -  NW0653
 NW0653  STATE/COUNTY-  OR/MALHEUR
 NW0653  USGS QUAD   -  FLAT TOP MTN SE (1978)
 NW0653
 NW0653                         *CURRENT SURVEY CONTROL
 NW0653  ___________________________________________________________________
 NW0653* NAD 83(1986)-  42 35 06.     (N)    117 46 23.     (W)     SCALED    
 NW0653* NAVD 88     -      1274.014  (meters)    4179.83   (feet)  ADJUSTED  
 NW0653  ___________________________________________________________________
 NW0653  GEOID HEIGHT-         -18.27  (meters)                     GEOID03
 NW0653  DYNAMIC HT  -        1273.319 (meters)    4177.55  (feet)  COMP
 NW0653  MODELED GRAV-     980,030.5   (mgal)                       NAVD 88
 NW0653
 NW0653  VERT ORDER  -  SECOND    CLASS 0
 NW0653
 NW0653.The horizontal coordinates were scaled from a topographic map and have
 NW0653.an estimated accuracy of +/- 6 seconds.
 NW0653
 NW0653.The orthometric height was determined by differential leveling
 NW0653.and adjusted in August 1995.
 NW0653
 NW0653.The geoid height was determined by GEOID03.
 NW0653
 NW0653.The dynamic height is computed by dividing the NAVD 88
 NW0653.geopotential number by the normal gravity value computed on the
 NW0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0653.degrees latitude (g = 980.6199 gals.).
 NW0653
 NW0653.The modeled gravity was interpolated from observed gravity values.
 NW0653
 NW0653;                    North         East    Units  Estimated Accuracy
 NW0653;SPC OR S     -   105,660.    1,723,800.      MT  (+/- 180 meters Scaled)
 NW0653
 NW0653                          SUPERSEDED SURVEY CONTROL
 NW0653
 NW0653.No superseded survey control is available for this station.
 NW0653
 NW0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH365150(NAD 83)
 NW0653_MARKER: DB = BENCH MARK DISK
 NW0653_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0653_SP_SET: COPPER-CLAD STEEL ROD
 NW0653_STAMPING: 49 BKC 1973 4176
 NW0653_MARK LOGO: USGS  
 NW0653_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0653_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0653_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0653+SATELLITE: SATELLITE OBSERVATIONS - 1973
 NW0653
 NW0653  HISTORY     - Date     Condition        Report By
 NW0653  HISTORY     - 1973     MONUMENTED       USGS
 NW0653
 NW0653                          STATION DESCRIPTION
 NW0653
 NW0653'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 NW0653'FROM BURNS JUNCTION, OREGON PROCEED 12.6 MILES SOUTH ALONG U S
 NW0653'HIGHWAY 95, THENCE 5.3 MILES EAST ALONG A GRAVEL ROAD, AT THE BASE OF
 NW0653'A HILL, AT A SMALL DRAIN CROSSING, 41 FEET SOUTH-SOUTHWEST OF THE
 NW0653'CENTERLINE OF THE ROAD, ABOUT 1 FOOT HIGHER THAN THE ROAD BED, SET ON
 NW0653'A 5/8-INCH COPPER-COATED ROD DRIVEN TO REFUSAL (ROD DEPTH UNKNOWN)
 NW0653'WITH THE TOP ENCASED IN 6-INCH DRAINPIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0755 ***********************************************************************
 PA0755  DESIGNATION -  49 DOR
 PA0755  PID         -  PA0755
 PA0755  STATE/COUNTY-  OR/CROOK
 PA0755  USGS QUAD   -  HARDIN RANCH (1981)
 PA0755
 PA0755                         *CURRENT SURVEY CONTROL
 PA0755  ___________________________________________________________________
 PA0755* NAD 83(1986)-  43 54 35.     (N)    119 54 59.     (W)     SCALED    
 PA0755* NAVD 88     -      1364.300  (meters)    4476.04   (feet)  ADJUSTED  
 PA0755  ___________________________________________________________________
 PA0755  GEOID HEIGHT-         -19.20  (meters)                     GEOID03
 PA0755  DYNAMIC HT  -        1363.675 (meters)    4473.99  (feet)  COMP
 PA0755  MODELED GRAV-     980,112.8   (mgal)                       NAVD 88
 PA0755
 PA0755  VERT ORDER  -  THIRD
 PA0755
 PA0755.The horizontal coordinates were scaled from a topographic map and have
 PA0755.an estimated accuracy of +/- 6 seconds.
 PA0755
 PA0755.The orthometric height was determined by differential leveling
 PA0755.and adjusted in August 1995.
 PA0755
 PA0755.The geoid height was determined by GEOID03.
 PA0755
 PA0755.The dynamic height is computed by dividing the NAVD 88
 PA0755.geopotential number by the normal gravity value computed on the
 PA0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0755.degrees latitude (g = 980.6199 gals.).
 PA0755
 PA0755.The modeled gravity was interpolated from observed gravity values.
 PA0755
 PA0755;                    North         East    Units  Estimated Accuracy
 PA0755;SPC OR S     -   249,340.    1,546,880.      MT  (+/- 180 meters Scaled)
 PA0755
 PA0755                          SUPERSEDED SURVEY CONTROL
 PA0755
 PA0755.No superseded survey control is available for this station.
 PA0755
 PA0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKJ658659(NAD 83)
 PA0755_MARKER: DB = BENCH MARK DISK
 PA0755_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PA0755+WITH SETTING: INFORMATION.
 PA0755_SP_SET: METAL ROD DRIVEN INTO GROUND
 PA0755_STAMPING: 49 DOR 1976
 PA0755_MARK LOGO: USGS  
 PA0755_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 PA0755_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PA0755
 PA0755  HISTORY     - Date     Condition        Report By
 PA0755  HISTORY     - 1976     MONUMENTED       USGS
 PA0755  HISTORY     - 19790502 GOOD             USGS
 PA0755
 PA0755                          STATION DESCRIPTION
 PA0755
 PA0755'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 PA0755'RILEY-JCT OF US HWY 395 AND US HWY 20-, 30 MI W OF, ALONG US HWY 20
 PA0755'TO T-RD N, THENCE 20.8 MI N ALONG PAULINA RD TO X-RD E TO TWELVEMILE
 PA0755'CREEK, THENCE 2.6 MI E TO BRIDGE AND T-RD, THENCE 6.1 MI N AND E TO
 PA0755'FENCE AND GATE.  0.08 MI S OF CORRAL, 44 FT S OF RD, 0.5 FT W OF
 PA0755'FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0320 ***********************************************************************
 NX0320  DESIGNATION -  49 FMK
 NX0320  PID         -  NX0320
 NX0320  STATE/COUNTY-  OR/HARNEY
 NX0320  USGS QUAD   -  KEG SPRS VALLEY WEST (1971)
 NX0320
 NX0320                         *CURRENT SURVEY CONTROL
 NX0320  ___________________________________________________________________
 NX0320* NAD 83(1986)-  42 58 31.     (N)    119 13 42.     (W)     SCALED    
 NX0320* NAVD 88     -      1528.990  (meters)    5016.36   (feet)  ADJUSTED  
 NX0320  ___________________________________________________________________
 NX0320  GEOID HEIGHT-         -19.36  (meters)                     GEOID03
 NX0320  DYNAMIC HT  -        1528.098 (meters)    5013.43  (feet)  COMP
 NX0320  MODELED GRAV-     979,982.8   (mgal)                       NAVD 88
 NX0320
 NX0320  VERT ORDER  -  SECOND    CLASS 0
 NX0320
 NX0320.The horizontal coordinates were scaled from a topographic map and have
 NX0320.an estimated accuracy of +/- 6 seconds.
 NX0320
 NX0320.The orthometric height was determined by differential leveling
 NX0320.and adjusted in August 1995.
 NX0320
 NX0320.The geoid height was determined by GEOID03.
 NX0320
 NX0320.The dynamic height is computed by dividing the NAVD 88
 NX0320.geopotential number by the normal gravity value computed on the
 NX0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0320.degrees latitude (g = 980.6199 gals.).
 NX0320
 NX0320.The modeled gravity was interpolated from observed gravity values.
 NX0320
 NX0320;                    North         East    Units  Estimated Accuracy
 NX0320;SPC OR S     -   146,150.    1,603,720.      MT  (+/- 180 meters Scaled)
 NX0320
 NX0320                          SUPERSEDED SURVEY CONTROL
 NX0320
 NX0320.No superseded survey control is available for this station.
 NX0320
 NX0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH182604(NAD 83)
 NX0320_MARKER: DB = BENCH MARK DISK
 NX0320_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NX0320_SP_SET: COPPER-CLAD STEEL ROD
 NX0320_STAMPING: 49 FMK 1970 5012
 NX0320_MARK LOGO: USGS  
 NX0320_PROJECTION: FLUSH
 NX0320_MAGNETIC: I = MARKER IS A STEEL ROD
 NX0320_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NX0320_ROD/PIPE-DEPTH: 3.05 meters
 NX0320
 NX0320  HISTORY     - Date     Condition        Report By
 NX0320  HISTORY     - 1970     MONUMENTED       USGS
 NX0320
 NX0320                          STATION DESCRIPTION
 NX0320
 NX0320'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NX0320'FROM THE WINDMILL (T29S R27E SEC 32), PROCEED 0.3 MILE SOUTH ALONG A
 NX0320'DIRT ROAD TO A ROAD FORK, THENCE 0.6 MILE NORTHEAST ALONG A DIRT ROAD
 NX0320'TO A ROAD JUNCTION, THENCE 19.7 MILES SOUTHEAST ALONG THE DIRT ROAD
 NX0320'TO MATTIES ARK AND FOSTER LAKE, 39 FEET SOUTH OF AND 57 FEET EAST OF
 NX0320'THE INTERSECTION OF A CROSSROAD, WITNESS POST SET AT BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0596 ***********************************************************************
 RA0596  DESIGNATION -  49.90 RPPI
 RA0596  PID         -  RA0596
 RA0596  STATE/COUNTY-  OR/WALLOWA
 RA0596  USGS QUAD   -  HICKS SPRING (1990)
 RA0596
 RA0596                         *CURRENT SURVEY CONTROL
 RA0596  ___________________________________________________________________
 RA0596* NAD 83(1986)-  45 32 09.     (N)    117 15 27.     (W)     SCALED    
 RA0596* NAVD 88     -      1247.358  (meters)    4092.37   (feet)  POSTED    
 RA0596  ___________________________________________________________________
 RA0596  GEOID HEIGHT-         -16.32  (meters)                     GEOID03
 RA0596  DYNAMIC HT  -        1247.010 (meters)    4091.23  (feet)  COMP
 RA0596  MODELED GRAV-     980,297.1   (mgal)                       NAVD 88
 RA0596
 RA0596  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 RA0596
 RA0596.The horizontal coordinates were scaled from a topographic map and have
 RA0596.an estimated accuracy of +/- 6 seconds.
 RA0596
 RA0596.The orthometric height was determined by differential leveling
 RA0596.and adjusted by the  in 1992.
 RA0596.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 RA0596.rate of 3.1 thru 4.0 mm/km.
 RA0596
 RA0596.The geoid height was determined by GEOID03.
 RA0596
 RA0596.The dynamic height is computed by dividing the NAVD 88
 RA0596.geopotential number by the normal gravity value computed on the
 RA0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0596.degrees latitude (g = 980.6199 gals.).
 RA0596
 RA0596.The modeled gravity was interpolated from observed gravity values.
 RA0596
 RA0596;                    North         East    Units  Estimated Accuracy
 RA0596;SPC OR N     -   212,790.    2,753,180.      MT  (+/- 180 meters Scaled)
 RA0596
 RA0596                          SUPERSEDED SURVEY CONTROL
 RA0596
 RA0596  NGVD 29 (??/??/92) 1246.152  (m)         4088.42   (f) ADJ UNCH    2 0
 RA0596
 RA0596.Superseded values are not recommended for survey control.
 RA0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0596.See file dsdata.txt to determine how the superseded data were derived.
 RA0596
 RA0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML798425(NAD 83)
 RA0596_MARKER: DD = SURVEY DISK
 RA0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RA0596_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RA0596_STAMPING: R.P.P.I. 49.90
 RA0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0596+STABILITY: SURFACE MOTION
 RA0596
 RA0596  HISTORY     - Date     Condition        Report By
 RA0596  HISTORY     - UNK      MONUMENTED       ORDT
 RA0596  HISTORY     - 1946     GOOD             NGS
 RA0596
 RA0596                          STATION DESCRIPTION
 RA0596
 RA0596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RA0596'8.2 MI N FROM ENTERPRISE.
 RA0596'ALONG STATE HIGHWAY 3 FROM THE COURTHOUSE AT ENTERPRISE.  50 FEET EAST
 RA0596'OF A WASH.  48 FEET WEST OF THE CENTER LINE OF THE HIGHWAY.  16 FEET
 RA0596'WEST OF A RIGHT-OF-WAY FENCE.  PROJECTS 2 INCHES ABOVE THE LEVEL OF
 RA0596'THE GROUND.  SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0576 ***********************************************************************
 RA0576  DESIGNATION -  49.92
 RA0576  PID         -  RA0576
 RA0576  STATE/COUNTY-  OR/WALLOWA
 RA0576  USGS QUAD   -  HICKS SPRING (1990)
 RA0576
 RA0576                         *CURRENT SURVEY CONTROL
 RA0576  ___________________________________________________________________
 RA0576* NAD 83(1986)-  45 36 35.     (N)    117 15 41.     (W)     SCALED    
 RA0576* NAVD 88     -      1324.353  (meters)    4344.98   (feet)  POSTED    
 RA0576  ___________________________________________________________________
 RA0576  GEOID HEIGHT-         -16.44  (meters)                     GEOID03
 RA0576  DYNAMIC HT  -        1323.970 (meters)    4343.72  (feet)  COMP
 RA0576  MODELED GRAV-     980,281.6   (mgal)                       NAVD 88
 RA0576
 RA0576  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 RA0576
 RA0576.The horizontal coordinates were scaled from a topographic map and have
 RA0576.an estimated accuracy of +/- 6 seconds.
 RA0576
 RA0576.The orthometric height was determined by differential leveling
 RA0576.and adjusted by the  in 1992.
 RA0576.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 RA0576.rate of 4.1 thru 8.0 mm/km.
 RA0576
 RA0576.The geoid height was determined by GEOID03.
 RA0576
 RA0576.The dynamic height is computed by dividing the NAVD 88
 RA0576.geopotential number by the normal gravity value computed on the
 RA0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0576.degrees latitude (g = 980.6199 gals.).
 RA0576
 RA0576.The modeled gravity was interpolated from observed gravity values.
 RA0576
 RA0576;                    North         East    Units  Estimated Accuracy
 RA0576;SPC OR N     -   220,980.    2,752,550.      MT  (+/- 180 meters Scaled)
 RA0576
 RA0576                          SUPERSEDED SURVEY CONTROL
 RA0576
 RA0576  NGVD 29 (??/??/92) 1323.133  (m)         4340.98   (f) ADJ UNCH    2 0
 RA0576
 RA0576.Superseded values are not recommended for survey control.
 RA0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0576.See file dsdata.txt to determine how the superseded data were derived.
 RA0576
 RA0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML796507(NAD 83)
 RA0576_MARKER: DD = SURVEY DISK
 RA0576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RA0576_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RA0576_STAMPING: R.P.P.I. 49.92
 RA0576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0576+STABILITY: SURFACE MOTION
 RA0576
 RA0576  HISTORY     - Date     Condition        Report By
 RA0576  HISTORY     - UNK      MONUMENTED       ORDT
 RA0576  HISTORY     - 1946     GOOD             NGS
 RA0576
 RA0576                          STATION DESCRIPTION
 RA0576
 RA0576'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RA0576'14 MI N FROM ENTERPRISE.
 RA0576'ABOUT 14 MILES NORTH ALONG STATE HIGHWAY 3 FROM THE COURTHOUSE AT
 RA0576'ENTERPRISE, ABOUT 250 YARDS SOUTH OF THE WALLOWA NATIONAL FOREST SIGN
 RA0576'ON THE EAST SIDE OF THE HIGHWAY, 44 FEET EAST OF THE CENTER LINE OF
 RA0576'THE HIGHWAY, 36.5 FEET NORTH OF A PINE TREE, 5 FEET ABOVE THE HIGHWAY
 RA0576'LEVEL, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE
 RA0576'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0347 ***********************************************************************
 NZ0347  DESIGNATION -  4907.5
 NZ0347  PID         -  NZ0347
 NZ0347  STATE/COUNTY-  OR/DOUGLAS
 NZ0347  USGS QUAD   -  BUTLER BUTTE (1989)
 NZ0347
 NZ0347                         *CURRENT SURVEY CONTROL
 NZ0347  ___________________________________________________________________
 NZ0347* NAD 83(1986)-  42 53 24.     (N)    122 41 28.     (W)     SCALED    
 NZ0347* NAVD 88     -      1496.922  (meters)    4911.15   (feet)  ADJUSTED  
 NZ0347  ___________________________________________________________________
 NZ0347  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 NZ0347  DYNAMIC HT  -        1496.377 (meters)    4909.36  (feet)  COMP
 NZ0347  MODELED GRAV-     980,199.4   (mgal)                       NAVD 88
 NZ0347
 NZ0347  VERT ORDER  -  SECOND    CLASS 0
 NZ0347
 NZ0347.The horizontal coordinates were scaled from a topographic map and have
 NZ0347.an estimated accuracy of +/- 6 seconds.
 NZ0347
 NZ0347.The orthometric height was determined by differential leveling
 NZ0347.and adjusted in June 1991.
 NZ0347
 NZ0347.The geoid height was determined by GEOID03.
 NZ0347
 NZ0347.The dynamic height is computed by dividing the NAVD 88
 NZ0347.geopotential number by the normal gravity value computed on the
 NZ0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0347.degrees latitude (g = 980.6199 gals.).
 NZ0347
 NZ0347.The modeled gravity was interpolated from observed gravity values.
 NZ0347
 NZ0347;                    North         East    Units  Estimated Accuracy
 NZ0347;SPC OR S     -   138,230.    1,321,050.      MT  (+/- 180 meters Scaled)
 NZ0347
 NZ0347                          SUPERSEDED SURVEY CONTROL
 NZ0347
 NZ0347  NGVD 29 (??/??/92) 1495.920  (m)         4907.86   (f) ADJ UNCH    2 0
 NZ0347
 NZ0347.Superseded values are not recommended for survey control.
 NZ0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0347.See file dsdata.txt to determine how the superseded data were derived.
 NZ0347
 NZ0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN252486(NAD 83)
 NZ0347_MARKER: N = NAIL
 NZ0347_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NZ0347_SP_SET: FIR TREE
 NZ0347_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0347
 NZ0347  HISTORY     - Date     Condition        Report By
 NZ0347  HISTORY     - UNK      MONUMENTED       USGS
 NZ0347  HISTORY     - 1967     MARK NOT FOUND   NGS
 NZ0347
 NZ0347                          STATION DESCRIPTION
 NZ0347
 NZ0347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 NZ0347'4.2 MI NE FROM FAWN CAMP.
 NZ0347'4.2 MILES NORTHEAST ALONG THE HUCKLEBERRY GAP ROAD FROM FAWN CAMP, AT
 NZ0347'GRASSY RANGE, 19 FEET NORTH OF A 70-INCH CEDAR TREE WITH A SIGN
 NZ0347'READING GRASSY RANGE, AND DRIVEN IN THE NORTHWEST BASE OF A 40-INCH
 NZ0347'FIR TREE MARKED BY THE WHITE PAINTED LETTERS USBM 4907.5.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0132 ***********************************************************************
 NY0132  DESIGNATION -  4925.61
 NY0132  PID         -  NY0132
 NY0132  STATE/COUNTY-  OR/LAKE
 NY0132  USGS QUAD   -  PARADISE MOUNTAIN (1988)
 NY0132
 NY0132                         *CURRENT SURVEY CONTROL
 NY0132  ___________________________________________________________________
 NY0132* NAD 83(1986)-  42 20 05.     (N)    120 52 35.     (W)     SCALED    
 NY0132* NAVD 88     -      1502.450  (meters)    4929.29   (feet)  ADJUSTED  
 NY0132  ___________________________________________________________________
 NY0132  GEOID HEIGHT-         -21.27  (meters)                     GEOID03
 NY0132  DYNAMIC HT  -        1501.477 (meters)    4926.10  (feet)  COMP
 NY0132  MODELED GRAV-     979,920.8   (mgal)                       NAVD 88
 NY0132
 NY0132  VERT ORDER  -  FIRST     CLASS II
 NY0132
 NY0132.The horizontal coordinates were scaled from a topographic map and have
 NY0132.an estimated accuracy of +/- 6 seconds.
 NY0132
 NY0132.The orthometric height was determined by differential leveling
 NY0132.and adjusted in June 1991.
 NY0132
 NY0132.The geoid height was determined by GEOID03.
 NY0132
 NY0132.The dynamic height is computed by dividing the NAVD 88
 NY0132.geopotential number by the normal gravity value computed on the
 NY0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0132.degrees latitude (g = 980.6199 gals.).
 NY0132
 NY0132.The modeled gravity was interpolated from observed gravity values.
 NY0132
 NY0132;                    North         East    Units  Estimated Accuracy
 NY0132;SPC OR S     -    74,280.    1,468,980.      MT  (+/- 180 meters Scaled)
 NY0132
 NY0132                          SUPERSEDED SURVEY CONTROL
 NY0132
 NY0132  NGVD 29 (??/??/92) 1501.269  (m)         4925.41   (f) ADJ UNCH    1 2
 NY0132
 NY0132.Superseded values are not recommended for survey control.
 NY0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0132.See file dsdata.txt to determine how the superseded data were derived.
 NY0132
 NY0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM749891(NAD 83)
 NY0132_MARKER: DD = SURVEY DISK
 NY0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NY0132_STAMPING: 4925.61 1928
 NY0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0132+STABILITY: SURFACE MOTION
 NY0132
 NY0132  HISTORY     - Date     Condition        Report By
 NY0132  HISTORY     - 1928     MONUMENTED       BPR
 NY0132  HISTORY     - 1942     GOOD             NGS
 NY0132
 NY0132                          STATION DESCRIPTION
 NY0132
 NY0132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NY0132'9.51 MI E FROM BLY.
 NY0132'LOCATED ALONG OREGON STATE HIGHWAY NO. 66, AT THE COUNTY LINE OF LAKE
 NY0132'COUNTY AND KLAMATH COUNTY, 39 FEET NORTH OF HIGHWAY CENTER LINE, 5 1/2
 NY0132'FEET ABOVE HIGHWAY LEVEL, 16 FEET SOUTH OF 20-INCH PINE TREE WITH
 NY0132'TRIANGLE BLAZE, 30 FEET SOUTH OF OLD HIGHWAY, 6 FEET NORTH OF
 NY0132'TELEPHONE LINE, WITNESS POST SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0958 ***********************************************************************
 QE0958  DESIGNATION -  494
 QE0958  PID         -  QE0958
 QE0958  STATE/COUNTY-  OR/LANE
 QE0958  USGS QUAD   -  WALTON (1984)
 QE0958
 QE0958                         *CURRENT SURVEY CONTROL
 QE0958  ___________________________________________________________________
 QE0958* NAD 83(1986)-  44 01 42.     (N)    123 30 23.     (W)     SCALED    
 QE0958* NAVD 88     -       152.009  (meters)     498.72   (feet)  ADJUSTED  
 QE0958  ___________________________________________________________________
 QE0958  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 QE0958  DYNAMIC HT  -         151.992 (meters)     498.66  (feet)  COMP
 QE0958  MODELED GRAV-     980,505.3   (mgal)                       NAVD 88
 QE0958
 QE0958  VERT ORDER  -  SECOND    CLASS 0
 QE0958
 QE0958.The horizontal coordinates were scaled from a topographic map and have
 QE0958.an estimated accuracy of +/- 6 seconds.
 QE0958
 QE0958.The orthometric height was determined by differential leveling
 QE0958.and adjusted in June 1991.
 QE0958
 QE0958.The geoid height was determined by GEOID03.
 QE0958
 QE0958.The dynamic height is computed by dividing the NAVD 88
 QE0958.geopotential number by the normal gravity value computed on the
 QE0958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0958.degrees latitude (g = 980.6199 gals.).
 QE0958
 QE0958.The modeled gravity was interpolated from observed gravity values.
 QE0958
 QE0958;                    North         East    Units  Estimated Accuracy
 QE0958;SPC OR S     -   266,680.    1,259,030.      MT  (+/- 180 meters Scaled)
 QE0958
 QE0958                          SUPERSEDED SURVEY CONTROL
 QE0958
 QE0958  NGVD 29 (??/??/92)  150.894  (m)          495.06   (f) ADJ UNCH    2 0
 QE0958
 QE0958.Superseded values are not recommended for survey control.
 QE0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0958.See file dsdata.txt to determine how the superseded data were derived.
 QE0958
 QE0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP594751(NAD 83)
 QE0958_MARKER: DB = BENCH MARK DISK
 QE0958_SETTING: 80 = SET IN A BOULDER
 QE0958_SP_SET: BOULDER
 QE0958_STAMPING: 494 1917
 QE0958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0958+STABILITY: SURFACE MOTION
 QE0958
 QE0958  HISTORY     - Date     Condition        Report By
 QE0958  HISTORY     - 1917     MONUMENTED       USGS
 QE0958  HISTORY     - 1934     GOOD             NGS
 QE0958  HISTORY     - 1982     GOOD             LOCSUR
 QE0958
 QE0958                          STATION DESCRIPTION
 QE0958
 QE0958'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QE0958'0.4 MI W FROM FLAGG.
 QE0958'0.4 MILE WEST ALONG S.P. RR, FROM SIGNBOARD.  ALONG THE RIGHT OF WAY
 QE0958'OF THE SOUTHERN PACIFIC RAILROAD, MARSHFIELD SUBDIVISION, 300 FEET
 QE0958'EAST OF RAILROAD TRESTLE NO. 671-C, 80 FEET NORTH OF TRACK, AND SET ON
 QE0958'LARGE BOULDER.
 QE0958
 QE0958                          STATION RECOVERY (1982)
 QE0958
 QE0958'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 QE0958'AT FIRST SPRR TRESTLE (671.89), OVER PENN ROAD SOUTHEAST OF HIGHWAY
 QE0958'126 270 FEET EAST OF EAST ABUTMENT OF TRESTLE AND 70 FEET NORTH OF
 QE0958'CENTERLINE OF TRACKS. BRONZ DISK IN TOP OF LARGE BOULDER. FENCE POST
 QE0958'AND SIGN SET 2 FEET SOUTH.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0214 ***********************************************************************
 QE0214  DESIGNATION -  495
 QE0214  PID         -  QE0214
 QE0214  STATE/COUNTY-  OR/LINN
 QE0214  USGS QUAD   -  WATERLOO (1988)
 QE0214
 QE0214                         *CURRENT SURVEY CONTROL
 QE0214  ___________________________________________________________________
 QE0214* NAD 83(1986)-  44 26 52.     (N)    122 47 35.     (W)     SCALED    
 QE0214* NAVD 88     -       151.946  (meters)     498.51   (feet)  ADJUSTED  
 QE0214  ___________________________________________________________________
 QE0214  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 QE0214  DYNAMIC HT  -         151.927 (meters)     498.45  (feet)  COMP
 QE0214  MODELED GRAV-     980,486.2   (mgal)                       NAVD 88
 QE0214
 QE0214  VERT ORDER  -  FIRST     CLASS II
 QE0214
 QE0214.The horizontal coordinates were scaled from a topographic map and have
 QE0214.an estimated accuracy of +/- 6 seconds.
 QE0214
 QE0214.The orthometric height was determined by differential leveling
 QE0214.and adjusted in June 1991.
 QE0214
 QE0214.The geoid height was determined by GEOID03.
 QE0214
 QE0214.The dynamic height is computed by dividing the NAVD 88
 QE0214.geopotential number by the normal gravity value computed on the
 QE0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0214.degrees latitude (g = 980.6199 gals.).
 QE0214
 QE0214.The modeled gravity was interpolated from observed gravity values.
 QE0214
 QE0214;                    North         East    Units  Estimated Accuracy
 QE0214;SPC OR N     -    89,390.    2,317,500.      MT  (+/- 180 meters Scaled)
 QE0214
 QE0214                          SUPERSEDED SURVEY CONTROL
 QE0214
 QE0214  NGVD 29 (??/??/92)  150.918  (m)          495.14   (f) ADJ UNCH    1 2
 QE0214
 QE0214.Superseded values are not recommended for survey control.
 QE0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0214.See file dsdata.txt to determine how the superseded data were derived.
 QE0214
 QE0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ164216(NAD 83)
 QE0214_MARKER: Q = CHISELED SQUARE
 QE0214_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QE0214_SP_SET: DRAIN PIPE
 QE0214_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0214
 QE0214  HISTORY     - Date     Condition        Report By
 QE0214  HISTORY     - UNK      MONUMENTED       USGS
 QE0214  HISTORY     - 1963     GOOD             NGS
 QE0214
 QE0214                          STATION DESCRIPTION
 QE0214
 QE0214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 QE0214'5.2 MI NW FROM SWEET HOME.
 QE0214'5.2 MILES NORTHWEST ALONG U.S. HIGHWAY 20 FROM THE JUNCTION OF U.S.
 QE0214'HIGHWAY 20 AND 13TH AVENUE, WHICH IS 0.1 MILE NORTH OF THE SWEET HOME
 QE0214'POST OFFICE, 0.3 MILE SOUTHEAST OF MILE POST NO. 22, 27 FEET SOUTHWEST
 QE0214'OF THE CENTER OF U.S. HIGHWAY 20, 14 FEET NORTHEAST OF A FENCE AND 8
 QE0214'FEET SOUTHEAST OF THE CENTER OF A FIELD DRIVEWAY.  A CHISELED SQUARE
 QE0214'AT THE SOUTHEAST END OF A 1-FOOT CONCRETE DRAIN PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0384 ***********************************************************************
 PC0384  DESIGNATION -  497 B
 PC0384  PID         -  PC0384
 PC0384  STATE/COUNTY-  OR/DOUGLAS
 PC0384  USGS QUAD   -  WINCHESTER (1987)
 PC0384
 PC0384                         *CURRENT SURVEY CONTROL
 PC0384  ___________________________________________________________________
 PC0384* NAD 83(1986)-  43 18 31.     (N)    123 20 31.     (W)     SCALED    
 PC0384* NAVD 88     -       152.945  (meters)     501.79   (feet)  ADJUSTED  
 PC0384  ___________________________________________________________________
 PC0384  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 PC0384  DYNAMIC HT  -         152.915 (meters)     501.69  (feet)  COMP
 PC0384  MODELED GRAV-     980,419.1   (mgal)                       NAVD 88
 PC0384
 PC0384  VERT ORDER  -  FIRST     CLASS II
 PC0384
 PC0384.The horizontal coordinates were scaled from a topographic map and have
 PC0384.an estimated accuracy of +/- 6 seconds.
 PC0384
 PC0384.The orthometric height was determined by differential leveling
 PC0384.and adjusted in June 1991.
 PC0384
 PC0384.The geoid height was determined by GEOID03.
 PC0384
 PC0384.The dynamic height is computed by dividing the NAVD 88
 PC0384.geopotential number by the normal gravity value computed on the
 PC0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0384.degrees latitude (g = 980.6199 gals.).
 PC0384
 PC0384.The modeled gravity was interpolated from observed gravity values.
 PC0384
 PC0384;                    North         East    Units  Estimated Accuracy
 PC0384;SPC OR S     -   186,300.    1,269,500.      MT  (+/- 180 meters Scaled)
 PC0384
 PC0384                          SUPERSEDED SURVEY CONTROL
 PC0384
 PC0384  NGVD 29 (??/??/92)  151.879  (m)          498.29   (f) ADJ UNCH    1 2
 PC0384
 PC0384.Superseded values are not recommended for survey control.
 PC0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0384.See file dsdata.txt to determine how the superseded data were derived.
 PC0384
 PC0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN722951(NAD 83)
 PC0384_MARKER: P = PIPE CAP
 PC0384_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PC0384_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PC0384_STAMPING: 497 B 1903
 PC0384_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PC0384
 PC0384  HISTORY     - Date     Condition        Report By
 PC0384  HISTORY     - 1903     MONUMENTED       USGS
 PC0384  HISTORY     - 1954     GOOD             NGS
 PC0384  HISTORY     - 1963     GOOD             USGS
 PC0384  HISTORY     - 1987     MARK NOT FOUND   NGS
 PC0384
 PC0384                          STATION DESCRIPTION
 PC0384
 PC0384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 PC0384'7.9 MI N FROM ROSEBURG.
 PC0384'7.9 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 PC0384'STATION AT ROSEBURG, 5.8 MILES SOUTH OF SUTHERLIN, 0.9 MILE SOUTH OF
 PC0384'WILBUR SIDING SIGN, 0.45 MILE NORTHEAST OF THE NEW CONCRETE U. S.
 PC0384'HIGHWAY 99 OVERPASS, 5 RAILS NORTH OF THE CENTER OF THE EAST CONCRETE
 PC0384'HEAD WALL OF CULVERT 580.55, 27.9 FEET EAST OF THE EAST RAIL, 42 FEET
 PC0384'NORTH OF A TELEPHONE POLE WITH A GUY WIRE, 1.4 FEET WEST OF A FENCE,
 PC0384'ABOUT LEVEL WITH THE TRACK, AND RIVETED ON TOP OF A 3 1/2-INCH IRON
 PC0384'PIPE ENCASED IN CONCRETE AND PROJECTING 1.0 FOOT ABOVE THE GROUND.
 PC0384'NOTE-- THE PIPE IS LEANING.  ROD WAS HELD ON THE LETTERS OL OF THE
 PC0384'WORD GEOLOGICAL DURING THE 1954 RELEVELING.
 PC0384
 PC0384                          STATION RECOVERY (1963)
 PC0384
 PC0384'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 PC0384'RECOVERED IN GOOD CONDITION.
 PC0384
 PC0384                          STATION RECOVERY (1987)
 PC0384
 PC0384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PC0384'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0143 ***********************************************************************
 NY0143  DESIGNATION -  4975.07
 NY0143  PID         -  NY0143
 NY0143  STATE/COUNTY-  OR/LAKE
 NY0143  USGS QUAD   -  COUGAR PEAK (1980)
 NY0143
 NY0143                         *CURRENT SURVEY CONTROL
 NY0143  ___________________________________________________________________
 NY0143* NAD 83(1991)-  42 16 21.45310(N)    120 44 22.28115(W)     ADJUSTED  
 NY0143* NAVD 88     -      1517.528  (meters)    4978.76   (feet)  ADJUSTED  
 NY0143  ___________________________________________________________________
 NY0143  LAPLACE CORR-           3.87  (seconds)                    DEFLEC99
 NY0143  GEOID HEIGHT-         -21.11  (meters)                     GEOID03
 NY0143  DYNAMIC HT  -        1516.524 (meters)    4975.46  (feet)  COMP
 NY0143  MODELED GRAV-     979,906.4   (mgal)                       NAVD 88
 NY0143
 NY0143  HORZ ORDER  -  THIRD
 NY0143  VERT ORDER  -  FIRST     CLASS II
 NY0143
 NY0143.The horizontal coordinates were established by classical geodetic methods
 NY0143.and adjusted by the National Geodetic Survey in October 1991.
 NY0143
 NY0143.The orthometric height was determined by differential leveling
 NY0143.and adjusted in June 1991.
 NY0143
 NY0143.The Laplace correction was computed from DEFLEC99 derived deflections.
 NY0143
 NY0143.The geoid height was determined by GEOID03.
 NY0143
 NY0143.The dynamic height is computed by dividing the NAVD 88
 NY0143.geopotential number by the normal gravity value computed on the
 NY0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0143.degrees latitude (g = 980.6199 gals.).
 NY0143
 NY0143.The modeled gravity was interpolated from observed gravity values.
 NY0143
 NY0143;                    North         East     Units Scale Factor Converg.
 NY0143;SPC OR S     -    67,341.580 1,480,240.020   MT  1.00001584   -0 09 49.9
 NY0143;SPC OR S     -   220,936.94  4,856,430.51   iFT  1.00001584   -0 09 49.9
 NY0143;UTM  10      - 4,682,520.470   686,410.841   MT  1.00002757   +1 31 15.5
 NY0143
 NY0143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NY0143!SPC OR S     -   0.99976536  x   1.00001584  =   0.99978120
 NY0143!UTM  10      -   0.99976536  x   1.00002757  =   0.99979293
 NY0143
 NY0143:                Primary Azimuth Mark                     Grid Az
 NY0143:SPC OR S     -  4975 AZ MK                               113 42 18.7
 NY0143:UTM  10      -  4975 AZ MK                               112 01 13.3
 NY0143
 NY0143|---------------------------------------------------------------------|
 NY0143| PID    Reference Object                     Distance      Geod. Az  |
 NY0143|                                                           dddmmss.s |
 NY0143| CD5754 4975 AZ MK                                         1133228.8 |
 NY0143| CD5755 4975 RM 1                            27.124 METERS 15716     |
 NY0143| CD5756 4975 RM 2                            17.903 METERS 29130     |
 NY0143|---------------------------------------------------------------------|
 NY0143
 NY0143                          SUPERSEDED SURVEY CONTROL
 NY0143
 NY0143  NAD 83(1986)-  42 16 21.45702(N)    120 44 22.28156(W) AD(       ) 3
 NY0143  NAD 27      -  42 16 21.89600(N)    120 44 18.39500(W) AD(       ) 3
 NY0143  NGVD 29 (??/??/92) 1516.322  (m)         4974.80   (f) ADJ UNCH    1 2
 NY0143
 NY0143.Superseded values are not recommended for survey control.
 NY0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0143.See file dsdata.txt to determine how the superseded data were derived.
 NY0143
 NY0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM8641182520(NAD 83)
 NY0143_MARKER: DD = SURVEY DISK
 NY0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NY0143_STAMPING: 4975.07 1928
 NY0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0143+STABILITY: SURFACE MOTION
 NY0143
 NY0143  HISTORY     - Date     Condition        Report By
 NY0143  HISTORY     - 1948     MONUMENTED       BPR
 NY0143  HISTORY     - 1942     GOOD             NGS
 NY0143
 NY0143                          STATION DESCRIPTION
 NY0143
 NY0143'DESCRIBED BY US BUREAU OF PUBLIC ROADS 1948 (MTP)
 NY0143'THE STATION IS LOCATED ON THE NORTHWEST SIDE OF STATE HIGHWAY 66,
 NY0143'24 MILES WEST FROM THE JUNCTION OF U.S. HIGHWAY 395 AND STATE
 NY0143'HIGHWAY 66, IN LAKEVIEW, ABOUT 0.8 MILE WEST-NORTHWEST FROM HOWARD
 NY0143'CREEK STATION, ON THE RIGHT SIDE OF THE HIGHWAY JUST AS IT ENTERS
 NY0143'THE CANYON.
 NY0143'
 NY0143'THE STATION MARK IS A U.S. BUREAU OF PUBLIC ROADS DISK STAMPED
 NY0143'4975.07 1928.  IT IS A 2-1/2 INCH BRONZE DISK SET FLUSH IN THE
 NY0143'TOP OF A 12 INCH IN DIAMETER CONCRETE POST PROJECTING 10 INCHES
 NY0143'ABOVE THE SURFACE OF THE GROUND.  IT IS 183 FEET EAST OF THE POINT
 NY0143'WHERE A DIRT ROAD JOINS THE HIGHWAY, 33 FEET NORTH OF THE
 NY0143'CENTERLINE OF STATE HIGHWAY 66, 7 FEET NORTH OF A 6X6 INCH WHITE
 NY0143'POST MARKED F H P 30 A, 6 FEET SOUTH OF AN EAST-WEST FENCELINE,
 NY0143'AND 4.5 FEET SOUTH OF A WHITE WITNESS POST MARKED U.S. BM.
 NY0143'
 NY0143'REFERENCE MARK NO.1 IS A STANDARD REFERENCE DISK SET FLUSH IN THE
 NY0143'TOP OF A 3X4 FOOT BOULDER PROJECTING 2 FEET ABOVE THE SURFACE OF
 NY0143'THE GROUND.  IT IS SOUTHEAST OF THE STATION AND STAMPED 4975 NO 1
 NY0143'1948.  IT IS 39 FEET NORTH OF AN EAST-WEST FENCELINE ON THE SOUTH
 NY0143'SIDE OF STATE HIGHWAY 66, 30 FEET SOUTH OF THE CENTERLINE OF
 NY0143'STATE HIGHWAY 66, AND ON THE SAME LEVEL AS THE STATION MARK.
 NY0143'
 NY0143'REFERENCE MARK NO.2 IS A STANDARD REFERENCE DISK SET FLUSH IN THE
 NY0143'TOP OF A 12 INCH IN DIAMETER CONCRETE POST PROJECTING 2 INCHES ABOVE
 NY0143'THE SURFACE OF THE GROUND.  IT IS WEST OF THE STATION MARK AND
 NY0143'STAMPED 4975 NO 2 1948.  IT IS 33 FEET NORTH OF THE CENTERLINE OF
 NY0143'STATE HIGHWAY 66, AND 1.5 FEET SOUTH OF THE EAST-WEST FENCELINE
 NY0143'ON THE NORTH SIDE OF THE HIGHWAY.
 NY0143'
 NY0143'THE AZIMUTH MARK IS A STANDARD AZIMUTH DISK SET FLUSH IN THE TOP
 NY0143'OF A 3 FEET IN DIAMETER BOULDER PROJECTING 18 INCHES ABOVE THE
 NY0143'SURFACE OF THE GROUND.  IT IS EAST OF THE STATION MARK AND STAMPED
 NY0143'4975 1948.  IT IS 61 FEET NORTH OF STATE HIGHWAY 66, 8 FEET ABOVE
 NY0143'THE LEVEL OF THE HIGHWAY, AND 5 FEET SOUTHWEST OF A 3 FEET HIGH
 NY0143'WHITE WITNESS POST.
 NY0143'
 NY0143'THE STATION SITE IS REACHED FROM THE JUNCTION OF U.S. HIGHWAY 395
 NY0143'AND STATE HIGHWAY 66, IN LAKEVIEW, BY GOING WEST ON STATE HIGHWAY
 NY0143'66 FOR 24.1 MILES TO THE STATION SITE ON THE NORTHWEST SIDE OF
 NY0143'THE HIGHWAY.
 NY0143
 NY0143                          STATION RECOVERY (1942)
 NY0143
 NY0143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 NY0143'18.95 MI E FROM BLY.
 NY0143'LOCATED ALONG OREGON STATE HIGHWAY NO. 66, 90 FEET NORTH OF
 NY0143'INTERSECTION OF A ROAD LEADING SOUTHWEST AND THE HIGHWAY, 27 FEET
 NY0143'NORTH OF CENTER OF HIGHWAY, 6 FEET SOUTH OF FENCE LINE, 6 FEET NORTH
 NY0143'OF (F.H.P. 30 A) POST, 83 FEET WEST OF SNOW GAGE, WITNESS POST SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AJ8150 ***********************************************************************
 AJ8150  DESIGNATION -  4S1E7SE
 AJ8150  PID         -  AJ8150
 AJ8150  STATE/COUNTY-  OR/CLACKAMAS
 AJ8150  USGS QUAD   -  YODER (1985)
 AJ8150
 AJ8150                         *CURRENT SURVEY CONTROL
 AJ8150  ___________________________________________________________________
 AJ8150* NAD 83(2007)-  45 13 50.15098(N)    122 43 21.87254(W)     ADJUSTED  
 AJ8150* NAVD 88     -        52.0    (meters)     171.     (feet)  GPS OBS   
 AJ8150  ___________________________________________________________________
 AJ8150  EPOCH DATE  -        2007.00
 AJ8150  X           -  -2,432,289.024 (meters)                     COMP
 AJ8150  Y           -  -3,785,373.649 (meters)                     COMP
 AJ8150  Z           -   4,505,453.667 (meters)                     COMP
 AJ8150  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 AJ8150  ELLIP HEIGHT-          28.997 (meters)          (02/10/07) ADJUSTED
 AJ8150  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 AJ8150
 AJ8150  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ8150  Type    PID    Designation                      North   East  Ellip
 AJ8150  -------------------------------------------------------------------
 AJ8150  NETWORK AJ8150 4S1E7SE                           0.92   0.63   3.12
 AJ8150  -------------------------------------------------------------------
 AJ8150
 AJ8150.The horizontal coordinates were established by GPS observations
 AJ8150.and adjusted by the National Geodetic Survey in February 2007.
 AJ8150
 AJ8150.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ8150.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ8150.The horizontal coordinates are valid at the epoch date displayed above.
 AJ8150.The epoch date for horizontal control is a decimal equivalence
 AJ8150.of Year/Month/Day.
 AJ8150
 AJ8150.The orthometric height was determined by GPS observations and a
 AJ8150.high-resolution geoid model.
 AJ8150
 AJ8150.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8150
 AJ8150.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8150
 AJ8150.The ellipsoidal height was determined by GPS observations
 AJ8150.and is referenced to NAD 83.
 AJ8150
 AJ8150.The geoid height was determined by GEOID03.
 AJ8150
 AJ8150;                    North         East     Units Scale Factor Converg.
 AJ8150;SPC OR N     -   176,186.934 2,325,488.525   MT  0.99989516   -1 34 34.8
 AJ8150;SPC OR N     -   578,041.12  7,629,555.53   iFT  0.99989516   -1 34 34.8
 AJ8150;UTM  10      - 5,008,604.764   521,764.311   MT  0.99960582   +0 11 48.6
 AJ8150
 AJ8150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8150!SPC OR N     -   0.99999545  x   0.99989516  =   0.99989061
 AJ8150!UTM  10      -   0.99999545  x   0.99960582  =   0.99960128
 AJ8150
 AJ8150                          SUPERSEDED SURVEY CONTROL
 AJ8150
 AJ8150  NAD 83(1998)-  45 13 50.14900(N)    122 43 21.87445(W) AD(       ) B
 AJ8150  ELLIP H (02/26/02)   29.005  (m)                       GP(       ) 3 2
 AJ8150
 AJ8150.Superseded values are not recommended for survey control.
 AJ8150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8150.See file dsdata.txt to determine how the superseded data were derived.
 AJ8150
 AJ8150_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER2176408605(NAD 83)
 AJ8150_MARKER: DD = SURVEY DISK
 AJ8150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8150_STAMPING: T4S R1E S7 S8 S18 S17 2000
 AJ8150_MARK LOGO: OR-005
 AJ8150_PROJECTION: RECESSED 23 CENTIMETERS
 AJ8150_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ8150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8150+STABILITY: SURFACE MOTION
 AJ8150_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8150+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2000
 AJ8150
 AJ8150  HISTORY     - Date     Condition        Report By
 AJ8150  HISTORY     - 20000714 MONUMENTED       OR-005
 AJ8150
 AJ8150                          STATION DESCRIPTION
 AJ8150
 AJ8150'DESCRIBED BY CLACKAMAS COUNTY OREGON 2000 (CRC)
 AJ8150'THE STATION IS LOCATED ABOUT 31.9 KM (19.8 MI) SOUTH OF PORTLAND, 4.2
 AJ8150'KM (2.6 MI)
 AJ8150'SOUTHWEST OF CANBY, AT THE INTERSECTION OF S. LONE ELDER ROAD AND
 AJ8150'S. BARLOW ROAD, AT THE SOUTHEAST CORNER OF SECTION CORNER 7 T. 4 S.,
 AJ8150'R. 1 E., W.M.
 AJ8150'OWNERSHIP - CLACKAMAS COUNTY RIGHT-OF-WAY.
 AJ8150' 
 AJ8150'TO REACH THE STATION FROM THE STATE HIGHWAY 99E BRIDGE ACROSS
 AJ8150'THE MOLALLA RIVER IN SOUTHERN CANBY,  GO SOUTHEAST ON STATE
 AJ8150'HIGHWAY 99E FOR 1.3 KM (0.8 MI) TO THE JUNCTION OF S. BARLOW ROAD.
 AJ8150'TURN LEFT,
 AJ8150'SOUTH, ON S. BARLOW ROAD FOR 2.2 KM (1.4 MI) TO THE JUNCTION OF S.
 AJ8150'LONE ELDER ROAD AND
 AJ8150'THE STATION IN THE MIDDLE OF THE INTERSECTION OF THE ROADS.
 AJ8150' 
 AJ8150'THE STATION IS A 9.5 CM (3.25 IN) BRONZE CAP ATTACHED TO A 6 CM (2.4
 AJ8150'IN) STAINLESS STEEL PIPE
 AJ8150'0.75 M (30 IN) IN LENGTH, EMBEDDED IN A ROUND 30 CM (12 IN) DIAMETER
 AJ8150'CONCRETE POST THAT IS 1.2
 AJ8150'M (4 FT) DEEP, THE TOP OF WHICH IS RECESSED 23 CM (9 IN) BELOW THE TOP
 AJ8150'OF AND ENCASED IN A 30
 AJ8150'CM (12 IN) CAST IRON MONUMENT WELL WITH COVER THAT IS FLUSH WITH THE
 AJ8150'ROAD SURFACE.  IT IS
 AJ8150'36.3 M (119.0 FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF CEMETERY
 AJ8150'HEADSTONE OF JOHN P.
 AJ8150'OLSEN, 53.6 M (176.0 FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF
 AJ8150'HEADSTONE OF LINDOR F.
 AJ8150'JENSEN.  A RED FLASHING LIGHT IS OVERHEAD.
 AJ8150' 
 AJ8150'STANDARD PRECAUTIONS MUST BE TAKEN IN TRAFFIC CONTROL
 AJ8150'PROCEDURES AS THE STATION IS IN THE MIDDLE OF THE INTERSECTION OF
 AJ8150'S. LONE ELDER ROAD AND S. BARLOW ROAD
 AJ8150' 
 AJ8150' 
 AJ8150' 
 AJ8150' 
 AJ8150' 
 AJ8150' 
 AJ8150'
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AJ8151 ***********************************************************************
 AJ8151  DESIGNATION -  4S4E4C46SE
 AJ8151  PID         -  AJ8151
 AJ8151  STATE/COUNTY-  OR/CLACKAMAS
 AJ8151  USGS QUAD   -  ESTACADA (1985)
 AJ8151
 AJ8151                         *CURRENT SURVEY CONTROL
 AJ8151  ___________________________________________________________________
 AJ8151* NAD 83(2007)-  45 15 02.50046(N)    122 19 02.61700(W)     ADJUSTED  
 AJ8151* NAVD 88     -       354.1    (meters)    1162.     (feet)  GPS OBS   
 AJ8151  ___________________________________________________________________
 AJ8151  EPOCH DATE  -        2007.00
 AJ8151  X           -  -2,404,714.078 (meters)                     COMP
 AJ8151  Y           -  -3,801,326.080 (meters)                     COMP
 AJ8151  Z           -   4,507,241.178 (meters)                     COMP
 AJ8151  LAPLACE CORR-           5.64  (seconds)                    DEFLEC99
 AJ8151  ELLIP HEIGHT-         331.470 (meters)          (02/10/07) ADJUSTED
 AJ8151  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 AJ8151
 AJ8151  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ8151  Type    PID    Designation                      North   East  Ellip
 AJ8151  -------------------------------------------------------------------
 AJ8151  NETWORK AJ8151 4S4E4C46SE                        0.96   0.65   2.78
 AJ8151  -------------------------------------------------------------------
 AJ8151
 AJ8151.The horizontal coordinates were established by GPS observations
 AJ8151.and adjusted by the National Geodetic Survey in February 2007.
 AJ8151
 AJ8151.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ8151.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ8151.The horizontal coordinates are valid at the epoch date displayed above.
 AJ8151.The epoch date for horizontal control is a decimal equivalence
 AJ8151.of Year/Month/Day.
 AJ8151
 AJ8151.The orthometric height was determined by GPS observations and a
 AJ8151.high-resolution geoid model.
 AJ8151
 AJ8151.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8151
 AJ8151.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8151
 AJ8151.The ellipsoidal height was determined by GPS observations
 AJ8151.and is referenced to NAD 83.
 AJ8151
 AJ8151.The geoid height was determined by GEOID03.
 AJ8151
 AJ8151;                    North         East     Units Scale Factor Converg.
 AJ8151;SPC OR N     -   177,623.904 2,357,357.447   MT  0.99989560   -1 17 19.9
 AJ8151;SPC OR N     -   582,755.59  7,734,112.36   iFT  0.99989560   -1 17 19.9
 AJ8151;UTM  10      - 5,011,026.616   553,564.690   MT  0.99963528   +0 29 05.3
 AJ8151
 AJ8151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8151!SPC OR N     -   0.99994803  x   0.99989560  =   0.99984364
 AJ8151!UTM  10      -   0.99994803  x   0.99963528  =   0.99958333
 AJ8151
 AJ8151                          SUPERSEDED SURVEY CONTROL
 AJ8151
 AJ8151  NAD 83(1998)-  45 15 02.49866(N)    122 19 02.61868(W) AD(       ) B
 AJ8151  ELLIP H (02/26/02)  331.476  (m)                       GP(       ) 3 2
 AJ8151
 AJ8151.Superseded values are not recommended for survey control.
 AJ8151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8151.See file dsdata.txt to determine how the superseded data were derived.
 AJ8151
 AJ8151_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER5356511027(NAD 83)
 AJ8151_MARKER: DD = SURVEY DISK
 AJ8151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8151_STAMPING: T4S R4E WM SE COR DLC 46 DLC 47 2000
 AJ8151_MARK LOGO: OR-005
 AJ8151_PROJECTION: RECESSED 20 CENTIMETERS
 AJ8151_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ8151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8151+STABILITY: SURFACE MOTION
 AJ8151_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8151+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2000
 AJ8151
 AJ8151  HISTORY     - Date     Condition        Report By
 AJ8151  HISTORY     - 20000726 MONUMENTED       OR-005
 AJ8151
 AJ8151                          STATION DESCRIPTION
 AJ8151
 AJ8151'DESCRIBED BY CLACKAMAS COUNTY OREGON 2000 (CRC)
 AJ8151'THE STATION IS LOCATED ABOUT 41 KM (25.4 MI) SOUTHEAST OF PORTLAND,
 AJ8151'4.5 KM (2.8
 AJ8151'MI) SOUTH OF ESTACADA, IN THE MIDDLE OF THE INTERSECTION OF S. KINZY
 AJ8151'ROAD AND S. BARD
 AJ8151'ROAD,  AT THE SOUTHEAST CORNER OF THE SAMUEL HUGHES DONATION LAND
 AJ8151'CLAIM NO. 46 IN
 AJ8151'SECTION 4, T. 4 S., R. 4 E., W.M..
 AJ8151' 
 AJ8151'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 211 AND
 AJ8151'224 AND MAIN STREET IN ESTACADA,  GO SOUTHERLY ON HIGHWAY 211 FOR 6.0
 AJ8151'KM (3.75 MI) TO THE JUNCTION OF WALLENS ROAD ON THE RIGHT AND S. KINZY
 AJ8151'ROAD ON THE
 AJ8151'LEFT.  TURN LEFT,  EAST, ON S. KINZY ROAD FOR 0.5 KM (0.3 MI) TO A
 AJ8151'T-INTERSECTION WITH CENTURY
 AJ8151'ROAD ON THE RIGHT (SOUTH). TURN LEFT, NORTH THEN EAST, CONTINUING ON
 AJ8151'S. KINZY ROAD FOR
 AJ8151'0.6 KM (0.4 MI) TO THE JUNCTION OF S. BARD ROAD AND THE STATION IN A
 AJ8151'MONUMENT WELL IN
 AJ8151'MIDDLE OF THE INTERSECTION OF THE ROADS.
 AJ8151' 
 AJ8151'THE STATION IS A 9.5 CM (3.25 IN) BRONZE CAP ATTACHED TO A 6 CM (2.4
 AJ8151'IN) STAINLESS STEEL PIPE
 AJ8151'0.75 M (30 IN) IN LENGTH, EMBEDDED IN A ROUND 30 CM (12 IN) DIAMETER
 AJ8151'CONCRETE POST THAT IS 1.2
 AJ8151'M (4 FT) DEEP, THE TOP OF WHICH IS RECESSED 23 CM (9 IN) BELOW THE TOP
 AJ8151'OF AND ENCASED IN A 30
 AJ8151'CM (12 IN) CAST IRON MONUMENT WELL WITH COVER THAT IS FLUSH WITH THE
 AJ8151'ROAD SURFACE.
 AJ8151' 
 AJ8151'STANDARD PRECAUTIONS MUST BE TAKEN IN TRAFFIC CONTROL
 AJ8151'PROCEDURES AS THE STATION IS IN THE MIDDLE OF THE INTERSECTION OF
 AJ8151'S. KINZY ROAD AND S. BARD ROAD.
 AJ8151' 
 AJ8151' 
 AJ8151' 
 AJ8151' 
 AJ8151' 
 AJ8151'
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AA7996 ***********************************************************************
 AA7996  DESIGNATION -  4S9 A
 AA7996  PID         -  AA7996
 AA7996  STATE/COUNTY-  OR/CLACKAMAS
 AA7996  USGS QUAD   -  MOLALLA (1985)
 AA7996
 AA7996                         *CURRENT SURVEY CONTROL
 AA7996  ___________________________________________________________________
 AA7996* NAD 83(2007)-  45 13 14.90963(N)    122 35 30.02932(W)     ADJUSTED  
 AA7996* NAVD 88     -        75.30   (+/-2cm)     247.0    (feet)  VERTCON   
 AA7996  ___________________________________________________________________
 AA7996  EPOCH DATE  -        2007.00
 AA7996  X           -  -2,424,048.292 (meters)                     COMP
 AA7996  Y           -  -3,791,592.353 (meters)                     COMP
 AA7996  Z           -   4,504,704.038 (meters)                     COMP
 AA7996  LAPLACE CORR-           3.02  (seconds)                    DEFLEC99
 AA7996  ELLIP HEIGHT-          52.423 (meters)          (02/10/07) ADJUSTED
 AA7996  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 AA7996
 AA7996  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA7996  Type    PID    Designation                      North   East  Ellip
 AA7996  -------------------------------------------------------------------
 AA7996  NETWORK AA7996 4S9 A                             1.23   0.92   1.80
 AA7996  -------------------------------------------------------------------
 AA7996  VERT ORDER  -  THIRD ? (See Below)
 AA7996
 AA7996.The horizontal coordinates were established by GPS observations
 AA7996.and adjusted by the National Geodetic Survey in February 2007.
 AA7996
 AA7996.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA7996.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA7996.The horizontal coordinates are valid at the epoch date displayed above.
 AA7996.The epoch date for horizontal control is a decimal equivalence
 AA7996.of Year/Month/Day.
 AA7996
 AA7996.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7996.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7996.The vertical order pertains to the NGVD 29 superseded value.
 AA7996
 AA7996.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7996
 AA7996.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7996
 AA7996.The ellipsoidal height was determined by GPS observations
 AA7996.and is referenced to NAD 83.
 AA7996
 AA7996.The geoid height was determined by GEOID03.
 AA7996
 AA7996;                    North         East     Units Scale Factor Converg.
 AA7996;SPC OR N     -   174,824.705 2,335,748.341   MT  0.99989499   -1 29 00.2
 AA7996;SPC OR N     -   573,571.87  7,663,216.34   iFT  0.99989499   -1 29 00.2
 AA7996;UTM  10      - 5,007,560.959   532,058.420   MT  0.99961264   +0 17 23.4
 AA7996
 AA7996!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7996!SPC OR N     -   0.99999178  x   0.99989499  =   0.99988677
 AA7996!UTM  10      -   0.99999178  x   0.99961264  =   0.99960442
 AA7996
 AA7996:                Primary Azimuth Mark                     Grid Az
 AA7996:SPC OR N     -  4S9 D                                    129 45 50.2
 AA7996:UTM  10      -  4S9 D                                    127 59 26.6
 AA7996
 AA7996|---------------------------------------------------------------------|
 AA7996| PID    Reference Object                     Distance      Geod. Az  |
 AA7996|                                                           dddmmss.s |
 AA7996| AA7999 4S9 D                               479.030 METERS 1281650.0 |
 AA7996| AA7997 4S9 B                               APPROX. 0.5 KM 1723246.6 |
 AA7996|---------------------------------------------------------------------|
 AA7996
 AA7996                          SUPERSEDED SURVEY CONTROL
 AA7996
 AA7996  NAD 83(1998)-  45 13 14.90772(N)    122 35 30.03120(W) AD(       ) 1
 AA7996  ELLIP H (07/06/01)   52.441  (m)                       GP(       ) 4 1
 AA7996  NAD 83(1998)-  45 13 14.90584(N)    122 35 30.03157(W) AD(       ) 1
 AA7996  ELLIP H (08/24/95)   52.591  (m)                       GP(       ) 4 1
 AA7996  NGVD 29 (08/24/95)   74.26   (m)          243.6    (f) LEVELING    3  
 AA7996
 AA7996.Superseded values are not recommended for survey control.
 AA7996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7996.See file dsdata.txt to determine how the superseded data were derived.
 AA7996
 AA7996_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER3205807561(NAD 83)
 AA7996_MARKER: DD = SURVEY DISK
 AA7996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7996_STAMPING: 4S9 A 1994
 AA7996_MARK LOGO: NOS   
 AA7996_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA7996_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA7996_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7996+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7996
 AA7996  HISTORY     - Date     Condition        Report By
 AA7996  HISTORY     - 1994     MONUMENTED       NOS
 AA7996  HISTORY     - 19940615 GOOD             NGS
 AA7996
 AA7996                          STATION DESCRIPTION
 AA7996
 AA7996'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (JGF)
 AA7996'THE STATION IS LOCATED AT THE PORTLAND-MULINO AIRPORT SOUTHEAST OF RWY
 AA7996'END 14.  CONTACT THE AIRPORT MANAGER AT 503-335-1125 TO ARRANGE ACCESS
 AA7996'TO THE AIROPRT. IT IS 225.9 FT (68.9 M) ESE OF RWY END 14, 188.3 FT
 AA7996'(57.4 M) E O THE CENTERLINE OF THE RWY, 127.8 FT (39.0 M) WNW OF A
 AA7996'WINDSOCK, 100.9 FT (30.8 M) S OF THE CENTERLINE OF A TAXIWAY AND 69.3
 AA7996'FT (21.1 M) ESE OF THE SE CORNER OF A CONCRETE SIGN BASE. THE STATION
 AA7996'IS A NOS DISK STAMPED "4S9 A 1994" SET IN THE TOP OF A 12 INCH ROUND
 AA7996'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 AA7996
 AA7996                          STATION RECOVERY (1994)
 AA7996
 AA7996'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 AA7996'THE STATION IS LOCATED AT THE PORTLAND-MULINO AIRPORT SOUTHEAST OF
 AA7996'RUNWAY END 14.  IT IS 225.9 FT (68.9 M) EAST-SOUTHEAST OF RUNWAY END
 AA7996'14, 188.3 FT (57.4 M) EAST OF THE CENTERLINE OF THE RUNWAY, 127.8 FT
 AA7996'(39.0 M) WEST-NORTHWEST OF A WIND SOCK, 100.9 FT (30.8 M) SOUTH OF THE
 AA7996'CENTERLINE OF A TAXIWAY AND 69.3 FT (21.1 M) EAST-SOUTHEAST OF THE
 AA7996'SOUTHEAST CORNER OF A CONCRETE SIGN BASE.  THE STATION IS A NOS DISK
 AA7996'STAMPED---4S9 A 1994---, SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 AA7996'POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AA7997 ***********************************************************************
 AA7997  CBN         -  This is a Cooperative Base Network Control Station.
 AA7997  DESIGNATION -  4S9 B
 AA7997  PID         -  AA7997
 AA7997  STATE/COUNTY-  OR/CLACKAMAS
 AA7997  USGS QUAD   -  MOLALLA (1985)
 AA7997
 AA7997                         *CURRENT SURVEY CONTROL
 AA7997  ___________________________________________________________________
 AA7997* NAD 83(2007)-  45 12 58.08490(N)    122 35 26.91497(W)     ADJUSTED  
 AA7997* NAVD 88     -        78.1    (meters)     256.     (feet)  GPS OBS   
 AA7997  ___________________________________________________________________
 AA7997  EPOCH DATE  -        2007.00
 AA7997  X           -  -2,424,190.687 (meters)                     COMP
 AA7997  Y           -  -3,791,941.236 (meters)                     COMP
 AA7997  Z           -   4,504,340.158 (meters)                     COMP
 AA7997  LAPLACE CORR-           3.11  (seconds)                    DEFLEC99
 AA7997  ELLIP HEIGHT-          55.227 (meters)          (02/10/07) ADJUSTED
 AA7997  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 AA7997
 AA7997  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA7997  Type    PID    Designation                      North   East  Ellip
 AA7997  -------------------------------------------------------------------
 AA7997  NETWORK AA7997 4S9 B                             0.49   0.39   1.14
 AA7997  -------------------------------------------------------------------
 AA7997
 AA7997.The horizontal coordinates were established by GPS observations
 AA7997.and adjusted by the National Geodetic Survey in February 2007.
 AA7997
 AA7997.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA7997.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA7997.The horizontal coordinates are valid at the epoch date displayed above.
 AA7997.The epoch date for horizontal control is a decimal equivalence
 AA7997.of Year/Month/Day.
 AA7997
 AA7997.The orthometric height was determined by GPS observations and a
 AA7997.high-resolution geoid model.
 AA7997
 AA7997.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7997
 AA7997.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7997
 AA7997.The ellipsoidal height was determined by GPS observations
 AA7997.and is referenced to NAD 83.
 AA7997
 AA7997.The geoid height was determined by GEOID03.
 AA7997
 AA7997;                    North         East     Units Scale Factor Converg.
 AA7997;SPC OR N     -   174,303.777 2,335,802.820   MT  0.99989492   -1 28 58.0
 AA7997;SPC OR N     -   571,862.79  7,663,395.08   iFT  0.99989492   -1 28 58.0
 AA7997;UTM  10      - 5,007,042.112   532,128.973   MT  0.99961269   +0 17 25.6
 AA7997
 AA7997!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7997!SPC OR N     -   0.99999134  x   0.99989492  =   0.99988626
 AA7997!UTM  10      -   0.99999134  x   0.99961269  =   0.99960403
 AA7997
 AA7997:                Primary Azimuth Mark                     Grid Az
 AA7997:SPC OR N     -  4S9 C                                    147 33 46.7
 AA7997:UTM  10      -  4S9 C                                    145 47 23.1
 AA7997
 AA7997|---------------------------------------------------------------------|
 AA7997| PID    Reference Object                     Distance      Geod. Az  |
 AA7997|                                                           dddmmss.s |
 AA7997| AA7998 4S9 C                               APPROX. 0.5 KM 1460448.7 |
 AA7997| AA7996 4S9 A                               APPROX. 0.5 KM 3523248.8 |
 AA7997|---------------------------------------------------------------------|
 AA7997
 AA7997                          SUPERSEDED SURVEY CONTROL
 AA7997
 AA7997  NAD 83(1998)-  45 12 58.08298(N)    122 35 26.91685(W) AD(       ) A
 AA7997  ELLIP H (04/24/00)   55.245  (m)                       GP(       ) 3 1
 AA7997  NAD 83(1998)-  45 12 58.08108(N)    122 35 26.91721(W) AD(       ) 1
 AA7997  ELLIP H (08/24/95)   55.394  (m)                       GP(       ) 4 1
 AA7997  NGVD 29 (08/24/95)   77.07   (m)          252.9    (f) LEVELING    3  
 AA7997
 AA7997.Superseded values are not recommended for survey control.
 AA7997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7997.See file dsdata.txt to determine how the superseded data were derived.
 AA7997
 AA7997_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER3212907042(NAD 83)
 AA7997_MARKER: DD = SURVEY DISK
 AA7997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7997_STAMPING: 4S9 B 1994
 AA7997_MARK LOGO: NOS   
 AA7997_PROJECTION: RECESSED 9 CENTIMETERS
 AA7997_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA7997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7997+STABILITY: SURFACE MOTION
 AA7997_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7997+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2000
 AA7997
 AA7997  HISTORY     - Date     Condition        Report By
 AA7997  HISTORY     - 1994     MONUMENTED       NOS
 AA7997  HISTORY     - 19940615 GOOD             NGS
 AA7997  HISTORY     - 19980718 GOOD             OR-005
 AA7997  HISTORY     - 20001010 GOOD             OR-005
 AA7997
 AA7997                          STATION DESCRIPTION
 AA7997
 AA7997'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (JGF)
 AA7997'THE STATION IS LOCATED AT THE PORTLAND-MULINO AIRPORT ABOUT MID-FIELD
 AA7997'AND W O THE RUNWAY.  CONTACT THE AIRPORT MANAGER AT 503-335-1125 TO
 AA7997'ARRANGE ACCESS TO THE AIRPORT. IT IS 201.7 FT (61.5 M) NW OF A RWY
 AA7997'LIGHT, 201.4 FT (61.4 M) SW OF A RWY LIGHT, 200.0 FT (61.0 M) W OF THE
 AA7997'CENTERLINE OF THE RUNWAY, ON THE CENTERLINE EXTENDED OF THE TAXIWAY
 AA7997'LEADING TO THE RAMP AND ON TOP OF A LOW BERM. THE STATION IS A NOS
 AA7997'DISK STAMPED "4S9 B 1994" SET IN THE TOP OF A 12 INCH ROUND CONCRETE
 AA7997'POST WHICH IS .3 FT (9.1 CM) BELOW THE SURFACE.
 AA7997
 AA7997                          STATION RECOVERY (1994)
 AA7997
 AA7997'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 AA7997'THE STATION IS LOCATED AT THE PORTLAND-MULINO AIRPORT ABOUT MIDFIELD
 AA7997'AND WEST OF THE RUNWAY.  IT IS 201.7 FT (61.5 M) NORTHWEST OF A RUNWAY
 AA7997'LIGHT, 201.4 FT (61.4 M) SOUTHWEST OF A RUNWAY LIGHT, 200.0 FT (61.0
 AA7997'M) WEST OF THE CENTERLINE OF THE RUNWAY, ON THE CENTERLINE EXTENDED OF
 AA7997'THE TAXIWAY LEADING TO THE RAMP AND ON THE TOP OF A LOW BERM.  THE
 AA7997'STATION IS A NOS DISK STAMPED---4S9 B 1994---, SET IN THE TOP OF A
 AA7997'12-INCH ROUND CONCRETE POST WHICH IS 0.3 FT (9.1 CM) BELOW THE
 AA7997'SURFACE.
 AA7997
 AA7997                          STATION RECOVERY (1998)
 AA7997
 AA7997'RECOVERY NOTE BY CLACKAMAS COUNTY OREGON 1998 (JLA)
 AA7997'THE STATION IS LOCATED ABOUT 15.4 KM (9.55 MI) SOUTH OF OREGON CITY,
 AA7997'9.6 KM (5.95 MI) SOUTHEAST OF CANBY, 7.8 KM (4.85 MI) NORTH OF
 AA7997'MOLALLA, IN THE SMALL COMMUNITY OF MULINO, AT THE PORTLAND-MULINO
 AA7997'AIRPORT, ABOUT MIDFIELD AND ON TOP OF A LOW EARTHEN BERM ON THE
 AA7997'SOUTHWEST SIDE OF THE SINGLE ASPHALT RUNWAY.  OWNERSHIP--CITY OF
 AA7997'PORTLAND.  FBO AT AIRPORT IS JADEAIR, 26926 SOUTH AIRPORT ROAD,
 AA7997'MULINO, OR 97042.  CONTACT OWNER JADE HARRIS 503-829-6939.  TO REACH
 AA7997'THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 211 AND 213, ABOUT
 AA7997'2.33 KM (1.45 MI) WEST OF MOLALLA, GO NORTHERLY ON HIGHWAY 211 FOR
 AA7997'8.35 KM (5.20 MI) TO THE JUNCTION OF MULINO ROAD ON THE LEFT IN THE
 AA7997'COMMUNITY OF MULINO.  TURN LEFT, WEST, ON MULINO ROAD FOR 0.5 KM (0.30
 AA7997'MI) TO A CURVE TOWARDS THE NORTHWEST IN MAIN ROAD.  CONTINUE WEST ON
 AA7997'LANDING WAY FOR 0.1 KM (0.05 MI) TO A T-JUNCTION.  TURN LEFT,
 AA7997'SOUTHEAST, ON AIRPORT ROAD FOR 0.1 KM (0.05 MI) TO A SECURITY GATE.
 AA7997'PASS THROUGH GATE AND CONTINUE SOUTHEAST ON AIRPORT ROAD FOR 0.24 KM
 AA7997'(0.15 MI) TO AIRPORT OFFICES AND DRIVE TO APRON BETWEEN BUILDINGS.
 AA7997'TURN LEFT, NORTHEAST, ON DRIVE AND APRON FOR 0.08 KM (0.05 MI) TO THE
 AA7997'MAIN ASPHALT TAXIWAY LEADING SOUTHEAST FROM PARKING APRON.  TURN
 AA7997'RIGHT, SOUTHEAST, THEN SOUTHWEST ON MAIN TAXIWAY FOR 0.15 KM (0.10 MI)
 AA7997'TO THE PARALLEL TAXIWAY.  CONTINUE SOUTHWEST ON MAIN CONNECTING
 AA7997'TAXIWAY FOR 0.08 KM (0.05 MI) TO THE RUNWAY.  CONTINUE SOUTHWEST
 AA7997'STRAIGHT ACROSS RUNWAY AND GRASSY AREA TO THE STATION ON TOP OF THE
 AA7997'LOW BERM.  THE STATION IS A STANDARD DISK SET IN TOP OF A 30 CM ROUND
 AA7997'CONCRETE MONUMENT RECESSED 8 CM BELOW GROUND.  IT IS 61.5 M (201.8 FT)
 AA7997'NORTHWEST FROM A RUNWAY LIGHT, 61.4 M (201.4 FT) SOUTHWEST FROM A
 AA7997'RUNWAY LIGHT, 61.0 M (200.1 FT) WEST FROM THE CENTER OF THE RUNWAY,
 AA7997'1.1 M (3.6 FT) NORTHEAST FROM A FIBERGLAS WITNESS POST, AND ON THE
 AA7997'EXTENDED CENTER LINE OF THE MAIN CONNECTING TAXIWAY.
 AA7997
 AA7997                          STATION RECOVERY (2000)
 AA7997
 AA7997'RECOVERY NOTE BY CLACKAMAS COUNTY OREGON 2000 (CRC)
 AA7997'RECOVERED AS DESCRIBED
 AA7997'
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AA7998 ***********************************************************************
 AA7998  DESIGNATION -  4S9 C
 AA7998  PID         -  AA7998
 AA7998  STATE/COUNTY-  OR/CLACKAMAS
 AA7998  USGS QUAD   -  MOLALLA (1985)
 AA7998
 AA7998                         *CURRENT SURVEY CONTROL
 AA7998  ___________________________________________________________________
 AA7998* NAD 83(2007)-  45 12 43.97005(N)    122 35 13.48656(W)     ADJUSTED  
 AA7998* NAVD 88     -        78.50   (+/-2cm)     257.5    (feet)  VERTCON   
 AA7998  ___________________________________________________________________
 AA7998  EPOCH DATE  -        2007.00
 AA7998  X           -  -2,424,110.532 (meters)                     COMP
 AA7998  Y           -  -3,792,359.866 (meters)                     COMP
 AA7998  Z           -   4,504,033.475 (meters)                     COMP
 AA7998  LAPLACE CORR-           3.26  (seconds)                    DEFLEC99
 AA7998  ELLIP HEIGHT-          55.623 (meters)          (02/10/07) ADJUSTED
 AA7998  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 AA7998
 AA7998  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA7998  Type    PID    Designation                      North   East  Ellip
 AA7998  -------------------------------------------------------------------
 AA7998  NETWORK AA7998 4S9 C                             1.06   0.71   1.53
 AA7998  -------------------------------------------------------------------
 AA7998  VERT ORDER  -  THIRD ? (See Below)
 AA7998
 AA7998.The horizontal coordinates were established by GPS observations
 AA7998.and adjusted by the National Geodetic Survey in February 2007.
 AA7998
 AA7998.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA7998.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA7998.The horizontal coordinates are valid at the epoch date displayed above.
 AA7998.The epoch date for horizontal control is a decimal equivalence
 AA7998.of Year/Month/Day.
 AA7998
 AA7998.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7998.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7998.The vertical order pertains to the NGVD 29 superseded value.
 AA7998
 AA7998.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7998
 AA7998.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7998
 AA7998.The ellipsoidal height was determined by GPS observations
 AA7998.and is referenced to NAD 83.
 AA7998
 AA7998.The geoid height was determined by GEOID03.
 AA7998
 AA7998;                    North         East     Units Scale Factor Converg.
 AA7998;SPC OR N     -   173,860.653 2,336,084.437   MT  0.99989487   -1 28 48.5
 AA7998;SPC OR N     -   570,408.97  7,664,319.02   iFT  0.99989487   -1 28 48.5
 AA7998;UTM  10      - 5,006,608.037   532,424.083   MT  0.99961293   +0 17 35.0
 AA7998
 AA7998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7998!SPC OR N     -   0.99999128  x   0.99989487  =   0.99988615
 AA7998!UTM  10      -   0.99999128  x   0.99961293  =   0.99960421
 AA7998
 AA7998:                Primary Azimuth Mark                     Grid Az
 AA7998:SPC OR N     -  4S9 B                                    327 33 46.7
 AA7998:UTM  10      -  4S9 B                                    325 47 23.2
 AA7998
 AA7998|---------------------------------------------------------------------|
 AA7998| PID    Reference Object                     Distance      Geod. Az  |
 AA7998|                                                           dddmmss.s |
 AA7998| AA7997 4S9 B                               APPROX. 0.5 KM 3260458.2 |
 AA7998|---------------------------------------------------------------------|
 AA7998
 AA7998                          SUPERSEDED SURVEY CONTROL
 AA7998
 AA7998  NAD 83(1998)-  45 12 43.96814(N)    122 35 13.48844(W) AD(       ) 1
 AA7998  ELLIP H (07/06/01)   55.641  (m)                       GP(       ) 4 1
 AA7998  NAD 83(1998)-  45 12 43.96626(N)    122 35 13.48881(W) AD(       ) 1
 AA7998  ELLIP H (08/24/95)   55.792  (m)                       GP(       ) 4 1
 AA7998  NGVD 29 (08/24/95)   77.46   (m)          254.1    (f) LEVELING    3  
 AA7998
 AA7998.Superseded values are not recommended for survey control.
 AA7998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7998.See file dsdata.txt to determine how the superseded data were derived.
 AA7998
 AA7998_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER3242406608(NAD 83)
 AA7998_MARKER: DD = SURVEY DISK
 AA7998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7998_STAMPING: 4S9 C 1994
 AA7998_MARK LOGO: NOS   
 AA7998_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA7998_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA7998_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7998+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7998
 AA7998  HISTORY     - Date     Condition        Report By
 AA7998  HISTORY     - 1994     MONUMENTED       NOS
 AA7998  HISTORY     - 19940615 GOOD             NGS
 AA7998
 AA7998                          STATION DESCRIPTION
 AA7998
 AA7998'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (JGF)
 AA7998'THE STATION IS LOCATED AT THE PORTLAND-MULINO AIRPORT NE OF RUNWAY END
 AA7998'32.  CONTACT THE AIRPORT MANAGER AT 503-335-1125 TO ARRANGE ACCESS TO
 AA7998'THE AIRPORT IT IS 236.2 FT (72.0 M) ENE OF RUNWAY END 32, 200.6 FT
 AA7998'(61.1 M) E OF THE CENTERLINE OF THE RUNWAY, 177.4 FT (54.1 M) WSW OF A
 AA7998'WINDSOCK, AND 99.7 FT (30.4 M) N OF THE CENTERLINE OF A TAXIWAY. THE
 AA7998'STATION IS A NOS DISK STAMPED "4S9 B 1994" SET IN THE TOP OF A 12 INCH
 AA7998'ROUND CONCRETE POST WHICH IS .3 FT (9.1 CM) BELOW THE SURFACE.
 AA7998
 AA7998                          STATION RECOVERY (1994)
 AA7998
 AA7998'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 AA7998'THE STATION IS LOCATED AT THE PORTLAND-MULINO AIRPORT NORTHEAST OF
 AA7998'RUNWAY END 32.  IT IS 236.2 FT (72.0 M) EAST-NORTHEAST OF RUNWAY END
 AA7998'32, 200.6 FT (61.1 M) EAST OF THE CENTERLINE OF THE RUNWAY, 177.4 FT
 AA7998'(54.1 M) WEST-SOUTHWEST OF A WIND SOCK AND 99.7 FT (30.4 M) NORTH OF
 AA7998'THE CENTERLINE OF A TAXIWAY.  THE STATION IS A NOS DISK STAMPED---4S9
 AA7998'C 1994---, SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST WHICH IS
 AA7998'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AA7999 ***********************************************************************
 AA7999  DESIGNATION -  4S9 D
 AA7999  PID         -  AA7999
 AA7999  STATE/COUNTY-  OR/CLACKAMAS
 AA7999  USGS QUAD   -  MOLALLA (1985)
 AA7999
 AA7999                         *CURRENT SURVEY CONTROL
 AA7999  ___________________________________________________________________
 AA7999* NAD 83(2007)-  45 13 05.29623(N)    122 35 12.79485(W)     ADJUSTED  
 AA7999* NAVD 88     -        76.64   (+/-2cm)     251.4    (feet)  VERTCON   
 AA7999  ___________________________________________________________________
 AA7999  EPOCH DATE  -        2007.00
 AA7999  X           -  -2,423,845.439 (meters)                     COMP
 AA7999  Y           -  -3,791,973.168 (meters)                     COMP
 AA7999  Z           -   4,504,495.936 (meters)                     COMP
 AA7999  LAPLACE CORR-           3.15  (seconds)                    DEFLEC99
 AA7999  ELLIP HEIGHT-          53.758 (meters)          (02/10/07) ADJUSTED
 AA7999  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 AA7999
 AA7999  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA7999  Type    PID    Designation                      North   East  Ellip
 AA7999  -------------------------------------------------------------------
 AA7999  NETWORK AA7999 4S9 D                             0.80   0.65   1.31
 AA7999  -------------------------------------------------------------------
 AA7999  VERT ORDER  -  THIRD ? (See Below)
 AA7999
 AA7999.The horizontal coordinates were established by GPS observations
 AA7999.and adjusted by the National Geodetic Survey in February 2007.
 AA7999
 AA7999.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA7999.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA7999.The horizontal coordinates are valid at the epoch date displayed above.
 AA7999.The epoch date for horizontal control is a decimal equivalence
 AA7999.of Year/Month/Day.
 AA7999
 AA7999.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7999.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7999.The vertical order pertains to the NGVD 29 superseded value.
 AA7999
 AA7999.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7999
 AA7999.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7999
 AA7999.The ellipsoidal height was determined by GPS observations
 AA7999.and is referenced to NAD 83.
 AA7999
 AA7999.The geoid height was determined by GEOID03.
 AA7999
 AA7999;                    North         East     Units Scale Factor Converg.
 AA7999;SPC OR N     -   174,518.337 2,336,116.527   MT  0.99989495   -1 28 48.0
 AA7999;SPC OR N     -   572,566.72  7,664,424.30   iFT  0.99989495   -1 28 48.0
 AA7999;UTM  10      - 5,007,266.214   532,435.803   MT  0.99961294   +0 17 35.6
 AA7999
 AA7999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7999!SPC OR N     -   0.99999157  x   0.99989495  =   0.99988652
 AA7999!UTM  10      -   0.99999157  x   0.99961294  =   0.99960452
 AA7999
 AA7999|---------------------------------------------------------------------|
 AA7999| PID    Reference Object                     Distance      Geod. Az  |
 AA7999|                                                           dddmmss.s |
 AA7999| AA7997 4S9 B                               380.103 METERS 23409     |
 AA7999| AA7996 4S9 A                               479.030 METERS 3081702.2 |
 AA7999|---------------------------------------------------------------------|
 AA7999
 AA7999                          SUPERSEDED SURVEY CONTROL
 AA7999
 AA7999  NAD 83(1998)-  45 13 05.29433(N)    122 35 12.79674(W) AD(       ) B
 AA7999  ELLIP H (07/06/01)   53.775  (m)                       GP(       ) 4 1
 AA7999  NAD 83(1998)-  45 13 05.29248(N)    122 35 12.79711(W) AD(       ) B
 AA7999  ELLIP H (08/24/95)   53.928  (m)                       GP(       ) 4 1
 AA7999  NGVD 29 (08/24/95)   75.59   (m)          248.0    (f) LEVELING    3  
 AA7999
 AA7999.Superseded values are not recommended for survey control.
 AA7999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7999.See file dsdata.txt to determine how the superseded data were derived.
 AA7999
 AA7999_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER3243607266(NAD 83)
 AA7999_MARKER: I = METAL ROD
 AA7999_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AA7999_STAMPING: 4S9 D 1994
 AA7999_MARK LOGO: NOS   
 AA7999_MAGNETIC: I = MARKER IS A STEEL ROD
 AA7999_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA7999_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7999+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7999
 AA7999  HISTORY     - Date     Condition        Report By
 AA7999  HISTORY     - 1994     MONUMENTED       NOS
 AA7999  HISTORY     - 19940615 GOOD             NGS
 AA7999
 AA7999                          STATION DESCRIPTION
 AA7999
 AA7999'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (JGF)
 AA7999'THE STATION IS LOCATED AT THE PORTLAND-MULINO AIRPORT E OF THE AIRPORT
 AA7999'OFFICE BY THE TIES DOWN AREA.  CONTACT THE AIRPORT MANAGER AT
 AA7999'503-335-1125 TO ARRANGE ACCESS TO THE AIRPORT. IT IS 39.5 FT (12.0 M)
 AA7999'SOUTH OF THE SOUTH EDGE OF A EAST-WEST TAXIWAY AND  8.8 FT (2.7 M) W
 AA7999'OF THE LINE EXTENDED OF THE EAST END OF A STUB TAXIWAY LEADING TO THE
 AA7999'GRASS TIE DOWN ARE. THE STATION IS A STAINLESS STEEL ROD IN A GREASED
 AA7999'SLEEVE SET WITHIN A LOGO CAP STAMPED "4S9 D 1994" WHICH IS FLUSH WITH
 AA7999'THE GROUND.
 AA7999
 AA7999                          STATION RECOVERY (1994)
 AA7999
 AA7999'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 AA7999'THE STATION IS LOCATED AT THE PORTLAND-MULINO AIRPORT EAST OF THE
 AA7999'AIRPORT OFFICE.  IT IS 39.5 FT (12.0 M) SOUTH OF THE SOUTH EDGE OF A
 AA7999'EAST-WEST TAXIWAY AND 8.8 FT (2.7 M) WEST OF THE LINE EXTENDED OF THE
 AA7999'EAST END OF A STUB TAXIWAY.  THE STATION IS A STAINLESS STEEL ROD SET
 AA7999'WITHIN A LOGO CAP STAMPED---4S9 D 1994---, WHICH IS FLUSH WITH THE
 AA7999'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0699 ***********************************************************************
 RA0699  DESIGNATION -  5
 RA0699  PID         -  RA0699
 RA0699  STATE/COUNTY-  OR/WALLOWA
 RA0699  USGS QUAD   -  JOSEPH (1990)
 RA0699
 RA0699                         *CURRENT SURVEY CONTROL
 RA0699  ___________________________________________________________________
 RA0699* NAD 83(1986)-  45 20 53.     (N)    117 13 49.     (W)     SCALED    
 RA0699* NAVD 88     -      1279.065  (meters)    4196.40   (feet)  ADJUSTED  
 RA0699  ___________________________________________________________________
 RA0699  GEOID HEIGHT-         -15.84  (meters)                     GEOID03
 RA0699  DYNAMIC HT  -        1278.640 (meters)    4195.00  (feet)  COMP
 RA0699  MODELED GRAV-     980,239.9   (mgal)                       NAVD 88
 RA0699
 RA0699  VERT ORDER  -  SECOND    CLASS 0
 RA0699
 RA0699.The horizontal coordinates were scaled from a topographic map and have
 RA0699.an estimated accuracy of +/- 6 seconds.
 RA0699
 RA0699.The orthometric height was determined by differential leveling
 RA0699.and adjusted in June 1991.
 RA0699
 RA0699.The geoid height was determined by GEOID03.
 RA0699
 RA0699.The dynamic height is computed by dividing the NAVD 88
 RA0699.geopotential number by the normal gravity value computed on the
 RA0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0699.degrees latitude (g = 980.6199 gals.).
 RA0699
 RA0699.The modeled gravity was interpolated from observed gravity values.
 RA0699
 RA0699;                    North         East    Units  Estimated Accuracy
 RA0699;SPC OR N     -   192,020.    2,756,150.      MT  (+/- 180 meters Scaled)
 RA0699
 RA0699                          SUPERSEDED SURVEY CONTROL
 RA0699
 RA0699  NGVD 29 (??/??/92) 1277.810  (m)         4192.28   (f) ADJ UNCH    2 0
 RA0699
 RA0699.Superseded values are not recommended for survey control.
 RA0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0699.See file dsdata.txt to determine how the superseded data were derived.
 RA0699
 RA0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML819216(NAD 83)
 RA0699_MARKER: DD = SURVEY DISK
 RA0699_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RA0699_SP_SET: TAILRACE
 RA0699_STAMPING: 5 1929 4192.4
 RA0699_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RA0699
 RA0699  HISTORY     - Date     Condition        Report By
 RA0699  HISTORY     - 1929     MONUMENTED       PG+E
 RA0699  HISTORY     - 1946     GOOD             NGS
 RA0699  HISTORY     - 1988     GOOD             USPSQD
 RA0699
 RA0699                          STATION DESCRIPTION
 RA0699
 RA0699'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RA0699'IN JOSEPH.
 RA0699'AT JOSEPH, SET IN THE NORTHWEST CORNER OF THE CONCRETE TAILRACE OF THE
 RA0699'POWER BUILDING WITHIN THE GROUNDS OF THE JOSEPH SUBSTATION OF THE
 RA0699'PACIFIC POWER AND LIGHT COMPANY, 15 FEET WEST OF THE NORTHWEST CORNER
 RA0699'OF THE POWER BUILDING, 0.6 FEET EAST OF THE WEST CORNER OF A STEEL
 RA0699'FENCE ENCLOSING THE SUBSTATION, ABOUT 3 FEET ABOVE THE IMMEDIATE WATER
 RA0699'LEVEL OF THE WATER OUTLET.
 RA0699
 RA0699                          STATION RECOVERY (1988)
 RA0699
 RA0699'RECOVERY NOTE BY US POWER SQUADRON 1988 (RCC)
 RA0699'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0899 ***********************************************************************
 QD0899  DESIGNATION -  5
 QD0899  PID         -  QD0899
 QD0899  STATE/COUNTY-  OR/DESCHUTES
 QD0899  USGS QUAD   -  BEND AIRPORT (1962)
 QD0899
 QD0899                         *CURRENT SURVEY CONTROL
 QD0899  ___________________________________________________________________
 QD0899* NAD 83(1986)-  44 02 46.     (N)    121 10 55.     (W)     SCALED    
 QD0899* NAVD 88     -      1098.212  (meters)    3603.05   (feet)  ADJUSTED  
 QD0899  ___________________________________________________________________
 QD0899  GEOID HEIGHT-         -20.85  (meters)                     GEOID03
 QD0899  DYNAMIC HT  -        1097.788 (meters)    3601.66  (feet)  COMP
 QD0899  MODELED GRAV-     980,194.9   (mgal)                       NAVD 88
 QD0899
 QD0899  VERT ORDER  -  FIRST     CLASS II
 QD0899
 QD0899.The horizontal coordinates were scaled from a topographic map and have
 QD0899.an estimated accuracy of +/- 6 seconds.
 QD0899
 QD0899.The orthometric height was determined by differential leveling
 QD0899.and adjusted in June 1991.
 QD0899
 QD0899.The geoid height was determined by GEOID03.
 QD0899
 QD0899.The dynamic height is computed by dividing the NAVD 88
 QD0899.geopotential number by the normal gravity value computed on the
 QD0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0899.degrees latitude (g = 980.6199 gals.).
 QD0899
 QD0899.The modeled gravity was interpolated from observed gravity values.
 QD0899
 QD0899;                    North         East    Units  Estimated Accuracy
 QD0899;SPC OR S     -   264,550.    1,445,350.      MT  (+/- 180 meters Scaled)
 QD0899
 QD0899                          SUPERSEDED SURVEY CONTROL
 QD0899
 QD0899  NGVD 29 (??/??/92) 1097.061  (m)         3599.27   (f) ADJ UNCH    1 2
 QD0899
 QD0899.Superseded values are not recommended for survey control.
 QD0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0899.See file dsdata.txt to determine how the superseded data were derived.
 QD0899
 QD0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP456786(NAD 83)
 QD0899_MARKER: DD = SURVEY DISK
 QD0899_SETTING: 66 = SET IN ROCK OUTCROP
 QD0899_SP_SET: ROCK CUT
 QD0899_STAMPING: 5 1927 3601
 QD0899_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QD0899+STABILITY: POSITION/ELEVATION WELL
 QD0899
 QD0899  HISTORY     - Date     Condition        Report By
 QD0899  HISTORY     - 1927     MONUMENTED       ORDT
 QD0899  HISTORY     - 1943     GOOD             NGS
 QD0899
 QD0899                          STATION DESCRIPTION
 QD0899
 QD0899'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QD0899'6.5 MI SE FROM BEND.
 QD0899'THIS MARK IS ABOUT 6.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 20 FROM THE
 QD0899'RAILWAY STATION AT BEND, DESCHUTES COUNTY, SET NEAR THE SUMMIT OF A
 QD0899'HILL, AS THE HIGHWAY PASSES THROUGH A SMALL ROCK CUT, IN THE TOP OF A
 QD0899'ROCK, 68.0 FEET NORTH OF A FENCE RUNNING PARALLEL WITH THE HIGHWAY,
 QD0899'104.0 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 3.5 FEET EAST OF A
 QD0899'WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0163 ***********************************************************************
 QE0163  DESIGNATION -  5
 QE0163  PID         -  QE0163
 QE0163  STATE/COUNTY-  OR/LINN
 QE0163  USGS QUAD   -  CASCADIA (1994)
 QE0163
 QE0163                         *CURRENT SURVEY CONTROL
 QE0163  ___________________________________________________________________
 QE0163* NAD 83(1986)-  44 23 44.     (N)    122 27 48.     (W)     SCALED    
 QE0163* NAVD 88     -       268.915  (meters)     882.27   (feet)  POSTED    
 QE0163  ___________________________________________________________________
 QE0163  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 QE0163  DYNAMIC HT  -         268.860 (meters)     882.08  (feet)  COMP
 QE0163  MODELED GRAV-     980,423.3   (mgal)                       NAVD 88
 QE0163
 QE0163  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 QE0163
 QE0163.The horizontal coordinates were scaled from a topographic map and have
 QE0163.an estimated accuracy of +/- 6 seconds.
 QE0163
 QE0163.The orthometric height was determined by differential leveling
 QE0163.and adjusted by the  in 1992.
 QE0163.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 QE0163.rate of 1.1 thru 2.0 mm/km.
 QE0163
 QE0163.The geoid height was determined by GEOID03.
 QE0163
 QE0163.The dynamic height is computed by dividing the NAVD 88
 QE0163.geopotential number by the normal gravity value computed on the
 QE0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0163.degrees latitude (g = 980.6199 gals.).
 QE0163
 QE0163.The modeled gravity was interpolated from observed gravity values.
 QE0163
 QE0163;                    North         East    Units  Estimated Accuracy
 QE0163;SPC OR N     -    82,900.    2,343,600.      MT  (+/- 180 meters Scaled)
 QE0163
 QE0163                          SUPERSEDED SURVEY CONTROL
 QE0163
 QE0163  NGVD 29 (??/??/92)  267.836  (m)          878.73   (f) ADJ UNCH    1 2
 QE0163
 QE0163.Superseded values are not recommended for survey control.
 QE0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0163.See file dsdata.txt to determine how the superseded data were derived.
 QE0163
 QE0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ427159(NAD 83)
 QE0163_MARKER: DD = SURVEY DISK
 QE0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0163_STAMPING: 881 23 C 5 1929
 QE0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0163+STABILITY: SURFACE MOTION
 QE0163
 QE0163  HISTORY     - Date     Condition        Report By
 QE0163  HISTORY     - 1929     MONUMENTED       BPR
 QE0163  HISTORY     - 1963     GOOD             NGS
 QE0163
 QE0163                          STATION DESCRIPTION
 QE0163
 QE0163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 QE0163'0.8 MI NE FROM CASCADIA.
 QE0163'0.8 MILES NORTHEAST ALONG U.S. HIGHWAY 20 FROM THE CASCADIA SCHOOL,
 QE0163'0.2 MILE NORTHEAST OF MILE POST NO. 42, 200 FEET WEST OF THE BRIDGE
 QE0163'OVER WOLF CREEK, 40 FEET NORTH OF THE CENTER OF THE HIGHWAY AND 1 FOOT
 QE0163'SOUTH OF A WOODEN WITNESS POST.  SET IN A ROUND CONCRETE MONUMENT THAT
 QE0163'PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0962 ***********************************************************************
 RD0962  DESIGNATION -  5
 RD0962  PID         -  RD0962
 RD0962  STATE/COUNTY-  OR/TILLAMOOK
 RD0962  USGS QUAD   -  HEBO (1985)
 RD0962
 RD0962                         *CURRENT SURVEY CONTROL
 RD0962  ___________________________________________________________________
 RD0962* NAD 83(1986)-  45 07 56.     (N)    123 48 27.     (W)     SCALED    
 RD0962* NAVD 88     -       177.086  (meters)     580.99   (feet)  ADJUSTED  
 RD0962  ___________________________________________________________________
 RD0962  GEOID HEIGHT-         -21.92  (meters)                     GEOID03
 RD0962  DYNAMIC HT  -         177.088 (meters)     581.00  (feet)  COMP
 RD0962  MODELED GRAV-     980,624.1   (mgal)                       NAVD 88
 RD0962
 RD0962  VERT ORDER  -  FIRST     CLASS II
 RD0962
 RD0962.The horizontal coordinates were scaled from a topographic map and have
 RD0962.an estimated accuracy of +/- 6 seconds.
 RD0962
 RD0962.The orthometric height was determined by differential leveling
 RD0962.and adjusted in June 1991.
 RD0962
 RD0962.The geoid height was determined by GEOID03.
 RD0962
 RD0962.The dynamic height is computed by dividing the NAVD 88
 RD0962.geopotential number by the normal gravity value computed on the
 RD0962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0962.degrees latitude (g = 980.6199 gals.).
 RD0962
 RD0962.The modeled gravity was interpolated from observed gravity values.
 RD0962
 RD0962;                    North         East    Units  Estimated Accuracy
 RD0962;SPC OR N     -   168,180.    2,239,920.      MT  (+/- 180 meters Scaled)
 RD0962
 RD0962                          SUPERSEDED SURVEY CONTROL
 RD0962
 RD0962  NGVD 29 (??/??/92)  176.028  (m)          577.52   (f) ADJ UNCH    1 2
 RD0962
 RD0962.Superseded values are not recommended for survey control.
 RD0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0962.See file dsdata.txt to determine how the superseded data were derived.
 RD0962
 RD0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ365979(NAD 83)
 RD0962_MARKER: DD = SURVEY DISK
 RD0962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0962_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0962_STAMPING: 5 1934
 RD0962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0962+STABILITY: SURFACE MOTION
 RD0962
 RD0962  HISTORY     - Date     Condition        Report By
 RD0962  HISTORY     - 1934     MONUMENTED       BPR
 RD0962  HISTORY     - 1941     GOOD             NGS
 RD0962
 RD0962                          STATION DESCRIPTION
 RD0962
 RD0962'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 RD0962'8.5 MI SE FROM HEBO.
 RD0962'MARK IS LOCATED ABOUT 8.5 MILES SOUTHEAST OF HEBO ON THREE RIVERS
 RD0962'HIGHWAY, ABOUT 250 FEET SOUTHEAST OF ALDER CREEK BRIDGE, 30 FEET EAST
 RD0962'OF SURVEY STATION 405 PLUS 28.1, SOUTH END OF TANGENT, 3 FEET BELOW
 RD0962'GRADE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0121 ***********************************************************************
 NZ0121  DESIGNATION -  5
 NZ0121  PID         -  NZ0121
 NZ0121  STATE/COUNTY-  OR/JACKSON
 NZ0121  USGS QUAD   -  EMIGRANT LAKE (1983)
 NZ0121
 NZ0121                         *CURRENT SURVEY CONTROL
 NZ0121  ___________________________________________________________________
 NZ0121* NAD 83(1986)-  42 12 54.     (N)    122 37 00.     (W)     SCALED    
 NZ0121* NAVD 88     -       665.65   (+/-2cm)    2183.9    (feet)  VERTCON   
 NZ0121  ___________________________________________________________________
 NZ0121  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 NZ0121  VERT ORDER  -  ? (See Below)
 NZ0121
 NZ0121.The horizontal coordinates were scaled from a topographic map and have
 NZ0121.an estimated accuracy of +/- 6 seconds.
 NZ0121
 NZ0121.The NAVD 88 height was computed by applying the VERTCON shift value to
 NZ0121.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NZ0121.The vertical order pertains to the NGVD 29 superseded value.
 NZ0121
 NZ0121.The geoid height was determined by GEOID03.
 NZ0121
 NZ0121;                    North         East    Units  Estimated Accuracy
 NZ0121;SPC OR S     -    63,120.    1,325,240.      MT  (+/- 180 meters Scaled)
 NZ0121
 NZ0121                          SUPERSEDED SURVEY CONTROL
 NZ0121
 NZ0121  NGVD 29 (??/??/92)  664.565  (m)         2180.33   (f) ADJ UNCH    ?  
 NZ0121
 NZ0121.Superseded values are not recommended for survey control.
 NZ0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0121.See file dsdata.txt to determine how the superseded data were derived.
 NZ0121
 NZ0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM316737(NAD 83)
 NZ0121_MARKER: DD = SURVEY DISK
 NZ0121_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NZ0121_SP_SET: OAK TREE
 NZ0121_STAMPING: 2179 BM 5
 NZ0121_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0121
 NZ0121  HISTORY     - Date     Condition        Report By
 NZ0121  HISTORY     - UNK      MONUMENTED       USGS
 NZ0121  HISTORY     - 1908     GOOD             USGS
 NZ0121
 NZ0121                          STATION DESCRIPTION
 NZ0121
 NZ0121'DESCRIBED BY US GEOLOGICAL SURVEY 1908
 NZ0121'5.6 MI NE FROM ASHLAND.
 NZ0121'5.6 MILES NORTHEAST OF THE JUNCTION OF U.S. HIGHWAY 99 AND STATE
 NZ0121'HIGHWAY 66 AT THE SOUTH CITY LIMITS OF ASHLAND, JACKSON COUNTY, ON THE
 NZ0121'SOUTH SIDE OF DEAD INDIAN ROAD, ON THE NORTH BANK OF A CREEK, AND IN
 NZ0121'THE BASE OF A 20-INCH OAK TREE MARKED WITH A TRIANGULAR BLAZE AND AN
 NZ0121'ALUMINUM TAG STAMPED 2179 BM 5.  A NAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0274 ***********************************************************************
 NZ0274  DESIGNATION -  5
 NZ0274  PID         -  NZ0274
 NZ0274  STATE/COUNTY-  OR/JACKSON
 NZ0274  USGS QUAD   -  RAGSDALE BUTTE (1989)
 NZ0274
 NZ0274                         *CURRENT SURVEY CONTROL
 NZ0274  ___________________________________________________________________
 NZ0274* NAD 83(1986)-  42 45 55.     (N)    122 52 03.     (W)     SCALED    
 NZ0274* NAVD 88     -       969.858  (meters)    3181.94   (feet)  ADJUSTED  
 NZ0274  ___________________________________________________________________
 NZ0274  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 NZ0274  DYNAMIC HT  -         969.489 (meters)    3180.73  (feet)  COMP
 NZ0274  MODELED GRAV-     980,206.2   (mgal)                       NAVD 88
 NZ0274
 NZ0274  VERT ORDER  -  SECOND    CLASS 0
 NZ0274
 NZ0274.The horizontal coordinates were scaled from a topographic map and have
 NZ0274.an estimated accuracy of +/- 6 seconds.
 NZ0274
 NZ0274.The orthometric height was determined by differential leveling
 NZ0274.and adjusted in June 1991.
 NZ0274
 NZ0274.The geoid height was determined by GEOID03.
 NZ0274
 NZ0274.The dynamic height is computed by dividing the NAVD 88
 NZ0274.geopotential number by the normal gravity value computed on the
 NZ0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0274.degrees latitude (g = 980.6199 gals.).
 NZ0274
 NZ0274.The modeled gravity was interpolated from observed gravity values.
 NZ0274
 NZ0274;                    North         East    Units  Estimated Accuracy
 NZ0274;SPC OR S     -   124,780.    1,306,260.      MT  (+/- 180 meters Scaled)
 NZ0274
 NZ0274                          SUPERSEDED SURVEY CONTROL
 NZ0274
 NZ0274  NGVD 29 (??/??/92)  968.803  (m)         3178.48   (f) ADJ UNCH    2 0
 NZ0274
 NZ0274.Superseded values are not recommended for survey control.
 NZ0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0274.See file dsdata.txt to determine how the superseded data were derived.
 NZ0274
 NZ0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN108347(NAD 83)
 NZ0274_MARKER: DD = SURVEY DISK
 NZ0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ0274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NZ0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0274+STABILITY: SURFACE MOTION
 NZ0274
 NZ0274  HISTORY     - Date     Condition        Report By
 NZ0274  HISTORY     - UNK      MONUMENTED       BPR
 NZ0274  HISTORY     - 1949     GOOD             NGS
 NZ0274  HISTORY     - 1960     GOOD             NGS
 NZ0274
 NZ0274                          STATION DESCRIPTION
 NZ0274
 NZ0274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 NZ0274'0.5 MI S FROM DIVIDE G S.
 NZ0274'0.5 MILE SOUTH ALONG STATE HIGHWAY 227 FROM DIVIDE GUARD STATION,
 NZ0274'ABOUT 75 YARDS WEST OF A LARGE UNPAINTED FARMHOUSE, 40 FEET NORTHEAST
 NZ0274'OF THE CENTER LINE OF THE HIGHWAY, 27 1/2 FEET SOUTH OF AN 18-INCH FIR
 NZ0274'TREE, 10 FEET NORTHEAST OF THE APPROXIMATE CENTER OF A DRAINAGE DITCH,
 NZ0274'7.0 FEET SOUTHWEST OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE
 NZ0274'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 NZ0274'ABOVE THE GROUND.
 NZ0274
 NZ0274                          STATION RECOVERY (1960)
 NZ0274
 NZ0274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 NZ0274'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2143 ***********************************************************************
 QE2143  DESIGNATION -  5
 QE2143  PID         -  QE2143
 QE2143  STATE/COUNTY-  OR/LANE
 QE2143  USGS QUAD   -  HARRISBURG (1969)
 QE2143
 QE2143                         *CURRENT SURVEY CONTROL
 QE2143  ___________________________________________________________________
 QE2143* NAD 83(1991)-  44 15 52.87454(N)    123 11 49.92978(W)     ADJUSTED  
 QE2143* NAVD 88     -        94.9    (meters)     311.     (feet)  VERTCON   
 QE2143  ___________________________________________________________________
 QE2143  LAPLACE CORR-          -4.23  (seconds)                    DEFLEC99
 QE2143  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 QE2143  HORZ ORDER  -  SECOND
 QE2143
 QE2143.The horizontal coordinates were established by classical geodetic methods
 QE2143.and adjusted by the National Geodetic Survey in October 1991.
 QE2143
 QE2143.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE2143.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE2143
 QE2143.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2143
 QE2143.The geoid height was determined by GEOID03.
 QE2143
 QE2143;                    North         East     Units Scale Factor Converg.
 QE2143;SPC OR S     -   292,083.548 1,284,652.115   MT  1.00007807   -1 50 43.0
 QE2143;SPC OR S     -   958,279.36  4,214,737.91   iFT  1.00007807   -1 50 43.0
 QE2143;UTM  10      - 4,901,290.674   484,259.905   MT  0.99960305   -0 08 15.5
 QE2143
 QE2143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2143!SPC OR S     -   0.99998874  x   1.00007807  =   1.00006681
 QE2143!UTM  10      -   0.99998874  x   0.99960305  =   0.99959179
 QE2143
 QE2143:                Primary Azimuth Mark                     Grid Az
 QE2143:SPC OR S     -  BISHOP                                   103 12 48.2
 QE2143:UTM  10      -  BISHOP                                   101 30 20.7
 QE2143
 QE2143|---------------------------------------------------------------------|
 QE2143| PID    Reference Object                     Distance      Geod. Az  |
 QE2143|                                                           dddmmss.s |
 QE2143| QE1750 BISHOP                              APPROX.19.7 KM 1012205.2 |
 QE2143|---------------------------------------------------------------------|
 QE2143
 QE2143                          SUPERSEDED SURVEY CONTROL
 QE2143
 QE2143  NAD 83(1986)-  44 15 52.89091(N)    123 11 49.95710(W) AD(       ) 2
 QE2143  NAD 27      -  44 15 53.44726(N)    123 11 45.62123(W) AD(       ) 2
 QE2143  NGVD 29 (07/19/86)   93.8    (m)          308.     (f) VERT ANG    3  
 QE2143
 QE2143.Superseded values are not recommended for survey control.
 QE2143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2143.See file dsdata.txt to determine how the superseded data were derived.
 QE2143
 QE2143_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ8426001291(NAD 83)
 QE2143_MARKER: P = PIPE CAP
 QE2143_SETTING: 0 = UNSPECIFIED SETTING
 QE2143_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE2143
 QE2143  HISTORY     - Date     Condition        Report By
 QE2143  HISTORY     - 1970     MONUMENTED       OR-039
 QE2143
 QE2143                          STATION DESCRIPTION
 QE2143
 QE2143'DESCRIBED BY LANE COUNTY OREGON 1970 (FLI)
 QE2143'STATION IS LOCATED NORTHWEST OF LANCASTER IN T15S, R4W, S17)
 QE2143'
 QE2143'TO REACH THE STATION FROM LANCASTER, GO NORTH ON NORATON ROAD 0.9
 QE2143'MILE TO A SHALLOW CURVE AND STATION ON THE RIGHT.  STATION IS A
 QE2143'BRASS CAP ON A 2-1/2 INCHES IRON PIPE SIX FEET SOUTHWEST OF A
 QE2143'POWER POLE AND ABOUT 20 FEET FROM THE CENTER OF THE ROAD.
 QE2143'
 QE2143'NO REFERENCE MARKS SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD4073 ***********************************************************************
 RD4073  DESIGNATION -  5 2
 RD4073  PID         -  RD4073
 RD4073  STATE/COUNTY-  OR/COLUMBIA
 RD4073  USGS QUAD   -  ST HELENS (1990)
 RD4073
 RD4073                         *CURRENT SURVEY CONTROL
 RD4073  ___________________________________________________________________
 RD4073* NAD 83(1991)-  45 48 20.24032(N)    122 47 51.96810(W)     ADJUSTED  
 RD4073* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 RD4073  ___________________________________________________________________
 RD4073  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 RD4073  GEOID HEIGHT-         -22.48  (meters)                     GEOID03
 RD4073  HORZ ORDER  -  THIRD
 RD4073
 RD4073.The horizontal coordinates were established by classical geodetic methods
 RD4073.and adjusted by the National Geodetic Survey in October 1991.
 RD4073
 RD4073.The orthometric height was scaled from a topographic map.
 RD4073
 RD4073.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD4073
 RD4073.The geoid height was determined by GEOID03.
 RD4073
 RD4073;                    North         East     Units Scale Factor Converg.
 RD4073;SPC OR N     -   240,229.955 2,321,416.866   MT  0.99995639   -1 37 46.4
 RD4073;SPC OR N     -   788,156.02  7,616,197.07   iFT  0.99995639   -1 37 46.4
 RD4073;SPC WA S     -    55,096.861   321,409.117   MT  1.00000640   -1 40 08.7
 RD4073;SPC WA S     -   180,763.62  1,054,489.74   sFT  1.00000640   -1 40 08.7
 RD4073;UTM  10      - 5,072,471.050   515,713.963   MT  0.99960304   +0 08 42.0
 RD4073
 RD4073!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD4073!SPC OR N     -   1.00000243  x   0.99995639  =   0.99995882
 RD4073!SPC WA S     -   1.00000243  x   1.00000640  =   1.00000883
 RD4073!UTM  10      -   1.00000243  x   0.99960304  =   0.99960547
 RD4073
 RD4073|---------------------------------------------------------------------|
 RD4073| PID    Reference Object                     Distance      Geod. Az  |
 RD4073|                                                           dddmmss.s |
 RD4073| RD3999 HENRICIS HOUSE CHIMNEY              177.105 METERS 00156     |
 RD4073| RD4064 SIX USE 1912                        APPROX. 1.2 KM 0525157.5 |
 RD4073| RD4024 BATCHELORS PT LT 1913               APPROX. 2.7 KM 1363019.4 |
 RD4073| CE1351 5 2 RM 1                             50.850 METERS 19809     |
 RD4073| CE1352 5 2 RM 2                             49.700 METERS 29938     |
 RD4073|---------------------------------------------------------------------|
 RD4073
 RD4073                          SUPERSEDED SURVEY CONTROL
 RD4073
 RD4073  NAD 83(1986)-  45 48 20.26032(N)    122 47 51.96651(W) AD(       ) 3
 RD4073  NAD 27      -  45 48 20.83900(N)    122 47 47.60300(W) AD(       ) 3
 RD4073
 RD4073.Superseded values are not recommended for survey control.
 RD4073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4073.See file dsdata.txt to determine how the superseded data were derived.
 RD4073
 RD4073_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1571472471(NAD 83)
 RD4073_MARKER: Z = SEE DESCRIPTION
 RD4073_SETTING: 0 = UNSPECIFIED SETTING
 RD4073
 RD4073  HISTORY     - Date     Condition        Report By
 RD4073  HISTORY     - 1912     MONUMENTED       USE
 RD4073  HISTORY     - 1934     SEE DESCRIPTION  CGS
 RD4073  HISTORY     - 1946     SEE DESCRIPTION  CGS
 RD4073
 RD4073                          STATION DESCRIPTION
 RD4073
 RD4073'DESCRIBED BY US ENGINEERS 1912
 RD4073'STATION IS 300 METERS S FROM HENRICIS OLD HOUSE, AND NE FROM THE
 RD4073'YELLOW HOUSE ON THE MOUND.  THE STATION IS MARKED BY AN IRON
 RD4073'PIPE 3 FEET LONG SET IN A CONCRETE PIER WHICH IS ABOUT 1 FOOT
 RD4073'SQUARE AND 8 INCHES DEEP.  THE TOP OF THE PIER BEARS THE
 RD4073'INSCRIPTION U.S.E. AND NAME OR ABBREVIATION OF NAME OF
 RD4073'STATION.  THE PIPE EXTENDS ABOUT 6 INCHES ABOVE THE PIER AND
 RD4073'IN ITS TOP IS A STANDARD U.S.E. DISK SET IN CEMENT.  REFERENCE
 RD4073'MARKS NO.1 AND NO.2 ARE STANDARD REFERENCE MARK DISKS SET IN
 RD4073'AN IRREGULAR PIER OF CONCRETE, PROJECTING FROM 6 TO 8 INCHES
 RD4073'ABOVE THE SURFACE OF THE GROUND.  THERE IS NO UNDERGROUND
 RD4073'MARK.  THERE IS A HICKORY TREE DISTANT 41.05 METERS IN
 RD4073'AZIMUTH 258 DEG 17 MIN.  THE NE CORNER OF THE PICKET FENCE IS
 RD4073'S-SOUTHWESTERLY 41.7 METERS AND THE NW CORNER IS SW
 RD4073'BY S 55.41 METERS.
 RD4073
 RD4073                          STATION RECOVERY (1934)
 RD4073
 RD4073'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (GRJ)
 RD4073'STATION IS ON THE E SIDE OF SAUVIE ISLAND AND ON THE W BANK OF
 RD4073'THE COLUMBIA RIVER ABOUT 300 METERS S OF THE OLD HENRICI HOUSE
 RD4073'AND NE FROM A YELLOW HOUSE ON A MOUND.
 RD4073'
 RD4073'THE STATION IS MARKED BY A U.S. ENGINEER DISK SET IN A PIPE SET
 RD4073'IN A CONCRETE BLOCK.  THE MARK IS ABOUT 18 INCHES BELOW THE
 RD4073'SURFACE OF A CULTIVATED FIELD, AND A 2 BY 4 WITNESS STAKE MARKS
 RD4073'THE LOCATION.
 RD4073'
 RD4073'TWO REFERENCE MARKS, EACH CONSISTING OF A STANDARD DISK IN A
 RD4073'CONCRETE POST, NOTE 11C, ARE, RESPECTIVELY 50.85 METERS (166.83
 RD4073'FEET) S OF THE STATION IN AZIMUTH 18 DEG 08 MIN 44 SEC AND 49.70
 RD4073'METERS (163.06 FEET) NW OF THE STATION 119 DEG 38 MIN 14 SEC.
 RD4073'
 RD4073'ALL IN GOOD CONDITION IN 1934.
 RD4073
 RD4073                          STATION RECOVERY (1946)
 RD4073
 RD4073'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAE)
 RD4073'A THOROUGH SEARCH WAS MADE FOR THIS STATION BUT IT WAS NOT
 RD4073'FOUND.  THE HOUSES MENTIONED IN THE 1934 DESCRIPTION HAVE BEEN
 RD4073'MOVED OR DESTROYED AND THE OLD FOUNDATIONS COULD NOT BE LOCATED.
 RD4073'
 RD4073'IT IS RECOMMENDED THAT THE STATION BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1100 ***********************************************************************
 QE1100  DESIGNATION -  5 A 11
 QE1100  PID         -  QE1100
 QE1100  STATE/COUNTY-  OR/LINCOLN
 QE1100  USGS QUAD   -  NEWPORT SOUTH (1984)
 QE1100
 QE1100                         *CURRENT SURVEY CONTROL
 QE1100  ___________________________________________________________________
 QE1100* NAD 83(1986)-  44 35 05.     (N)    124 03 51.     (W)     SCALED    
 QE1100* NAVD 88     -        36.469  (meters)     119.65   (feet)  ADJUSTED  
 QE1100  ___________________________________________________________________
 QE1100  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 QE1100  DYNAMIC HT  -          36.468 (meters)     119.65  (feet)  COMP
 QE1100  MODELED GRAV-     980,587.6   (mgal)                       NAVD 88
 QE1100
 QE1100  VERT ORDER  -  FIRST     CLASS II
 QE1100
 QE1100.The horizontal coordinates were scaled from a topographic map and have
 QE1100.an estimated accuracy of +/- 6 seconds.
 QE1100
 QE1100.The orthometric height was determined by differential leveling
 QE1100.and adjusted in June 1991.
 QE1100
 QE1100.The geoid height was determined by GEOID03.
 QE1100
 QE1100.The dynamic height is computed by dividing the NAVD 88
 QE1100.geopotential number by the normal gravity value computed on the
 QE1100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1100.degrees latitude (g = 980.6199 gals.).
 QE1100
 QE1100.The modeled gravity was interpolated from observed gravity values.
 QE1100
 QE1100;                    North         East    Units  Estimated Accuracy
 QE1100;SPC OR N     -   108,260.    2,217,060.      MT  (+/- 180 meters Scaled)
 QE1100
 QE1100                          SUPERSEDED SURVEY CONTROL
 QE1100
 QE1100.No superseded survey control is available for this station.
 QE1100
 QE1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ155373(NAD 83)
 QE1100_MARKER: DD = SURVEY DISK
 QE1100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE1100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE1100_STAMPING: 117 5A 11 1929
 QE1100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE1100+STABILITY: SURFACE MOTION
 QE1100
 QE1100  HISTORY     - Date     Condition        Report By
 QE1100  HISTORY     - 1929     MONUMENTED       BPR
 QE1100  HISTORY     - 1929     GOOD             NGS
 QE1100  HISTORY     - 1975     MARK NOT FOUND   NGS
 QE1100  HISTORY     - 1988     MARK NOT FOUND   NGS
 QE1100
 QE1100                          STATION DESCRIPTION
 QE1100
 QE1100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1929
 QE1100'3.8 MI S FROM NEWPORT.
 QE1100'40 FEET EAST OF CENTER LINE OF OREGON COAST HIGHWAY AT STATION NO. 768
 QE1100'PLUS 50 AT TOP OF HILL.
 QE1100
 QE1100                          STATION RECOVERY (1975)
 QE1100
 QE1100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 QE1100'MARK NOT FOUND.
 QE1100
 QE1100                          STATION RECOVERY (1988)
 QE1100
 QE1100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QE1100'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1099 ***********************************************************************
 QE1099  DESIGNATION -  5 A 14
 QE1099  PID         -  QE1099
 QE1099  STATE/COUNTY-  OR/LINCOLN
 QE1099  USGS QUAD   -  NEWPORT SOUTH (1984)
 QE1099
 QE1099                         *CURRENT SURVEY CONTROL
 QE1099  ___________________________________________________________________
 QE1099* NAD 83(1986)-  44 34 55.     (N)    124 03 54.     (W)     SCALED    
 QE1099* NAVD 88     -        25.492  (meters)      83.64   (feet)  ADJUSTED  
 QE1099  ___________________________________________________________________
 QE1099  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 QE1099  DYNAMIC HT  -          25.491 (meters)      83.63  (feet)  COMP
 QE1099  MODELED GRAV-     980,586.9   (mgal)                       NAVD 88
 QE1099
 QE1099  VERT ORDER  -  FIRST     CLASS II
 QE1099
 QE1099.The horizontal coordinates were scaled from a topographic map and have
 QE1099.an estimated accuracy of +/- 6 seconds.
 QE1099
 QE1099.The orthometric height was determined by differential leveling
 QE1099.and adjusted in June 1991.
 QE1099
 QE1099.The geoid height was determined by GEOID03.
 QE1099
 QE1099.The dynamic height is computed by dividing the NAVD 88
 QE1099.geopotential number by the normal gravity value computed on the
 QE1099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1099.degrees latitude (g = 980.6199 gals.).
 QE1099
 QE1099.The modeled gravity was interpolated from observed gravity values.
 QE1099
 QE1099;                    North         East    Units  Estimated Accuracy
 QE1099;SPC OR N     -   107,950.    2,216,980.      MT  (+/- 180 meters Scaled)
 QE1099
 QE1099                          SUPERSEDED SURVEY CONTROL
 QE1099
 QE1099.No superseded survey control is available for this station.
 QE1099
 QE1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ154370(NAD 83)
 QE1099_MARKER: DD = SURVEY DISK
 QE1099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE1099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE1099_STAMPING: 80 5A 14 1929
 QE1099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE1099+STABILITY: SURFACE MOTION
 QE1099
 QE1099  HISTORY     - Date     Condition        Report By
 QE1099  HISTORY     - 1929     MONUMENTED       BPR
 QE1099  HISTORY     - 1929     GOOD             NGS
 QE1099  HISTORY     - 1975     MARK NOT FOUND   NGS
 QE1099  HISTORY     - 1988     MARK NOT FOUND   NGS
 QE1099
 QE1099                          STATION DESCRIPTION
 QE1099
 QE1099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1929
 QE1099'4.0 MI S FROM NEWPORT.
 QE1099'40 FEET WEST OF CENTER LINE OF OREGON COAST HIGHWAY AT STATION NO. 778
 QE1099'PLUS 76 ON THE SIDE OF A LONG CUT.
 QE1099
 QE1099                          STATION RECOVERY (1975)
 QE1099
 QE1099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 QE1099'MARK NOT FOUND.
 QE1099
 QE1099                          STATION RECOVERY (1988)
 QE1099
 QE1099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QE1099'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1098 ***********************************************************************
 QE1098  DESIGNATION -  5 A 17
 QE1098  PID         -  QE1098
 QE1098  STATE/COUNTY-  OR/LINCOLN
 QE1098  USGS QUAD   -  NEWPORT SOUTH (1984)
 QE1098
 QE1098                         *CURRENT SURVEY CONTROL
 QE1098  ___________________________________________________________________
 QE1098* NAD 83(1986)-  44 34 34.     (N)    124 03 56.     (W)     SCALED    
 QE1098* NAVD 88     -        32.035  (meters)     105.10   (feet)  ADJUSTED  
 QE1098  ___________________________________________________________________
 QE1098  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 QE1098  DYNAMIC HT  -          32.034 (meters)     105.10  (feet)  COMP
 QE1098  MODELED GRAV-     980,585.8   (mgal)                       NAVD 88
 QE1098
 QE1098  VERT ORDER  -  FIRST     CLASS II
 QE1098
 QE1098.The horizontal coordinates were scaled from a topographic map and have
 QE1098.an estimated accuracy of +/- 6 seconds.
 QE1098
 QE1098.The orthometric height was determined by differential leveling
 QE1098.and adjusted in June 1991.
 QE1098
 QE1098.The geoid height was determined by GEOID03.
 QE1098
 QE1098.The dynamic height is computed by dividing the NAVD 88
 QE1098.geopotential number by the normal gravity value computed on the
 QE1098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1098.degrees latitude (g = 980.6199 gals.).
 QE1098
 QE1098.The modeled gravity was interpolated from observed gravity values.
 QE1098
 QE1098;                    North         East    Units  Estimated Accuracy
 QE1098;SPC OR N     -   107,310.    2,216,910.      MT  (+/- 180 meters Scaled)
 QE1098
 QE1098                          SUPERSEDED SURVEY CONTROL
 QE1098
 QE1098.No superseded survey control is available for this station.
 QE1098
 QE1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ154364(NAD 83)
 QE1098_MARKER: DB = BENCH MARK DISK
 QE1098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE1098_SP_SET: CONCRETE POST
 QE1098_STAMPING: 5A 17 1929 LC 101.78
 QE1098_MARK LOGO: BPR   
 QE1098_PROJECTION: PROJECTING 25 CENTIMETERS
 QE1098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE1098+STABILITY: SURFACE MOTION
 QE1098
 QE1098  HISTORY     - Date     Condition        Report By
 QE1098  HISTORY     - 1929     MONUMENTED       CGS
 QE1098  HISTORY     - 1941     GOOD             NGS
 QE1098  HISTORY     - 1975     MARK NOT FOUND   NGS
 QE1098  HISTORY     - 1988     GOOD             NGS
 QE1098
 QE1098                          STATION DESCRIPTION
 QE1098
 QE1098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QE1098'4.4 MI S FROM NEWPORT.
 QE1098'ALONG U.S. HIGHWAY 101, 4.4 MILES SOUTH OF NEWPORT, AT THE NORTH END
 QE1098'OF A CUT, 40 FEET EAST OF THE CENTER OF THE ROAD, SET IN CONCRETE
 QE1098'POST.  A 4X4 WITNESS POST WAS SET NEAR MARK.
 QE1098
 QE1098                          STATION RECOVERY (1975)
 QE1098
 QE1098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 QE1098'MARK NOT FOUND.
 QE1098
 QE1098                          STATION RECOVERY (1988)
 QE1098
 QE1098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QE1098'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  7.6 KM
 QE1098'(4.70 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM ITS JUNCTION WITH U.S.
 QE1098'HIGHWAY 20 IN NEWPORT, AT THE NORTH END OF A HIGHWAY CUT, 80.0 M
 QE1098'(262.5 FT) SOUTH OF THE CENTER OF A ROAD LEADING TO THE NEWPORT
 QE1098'MUNICIPAL AIRPORT, 12.2 M (40.0 FT) EAST OF THE CENTERLINE OF THE
 QE1098'HIGHWAY, AND 5.6 M (18.4 FT) SOUTH OF A UTILITY POLE.  NOTE--THE
 QE1098'ORIGINAL DESCRIPTION STATES THAT THE DISK IS STAMPED 5A 17 1929, BUT
 QE1098'IS STAMPED AS ABOVE.
 QE1098'THE MARK IS 0.6 METERS  N FROM  A WITNESS POST
 QE1098'THE MARK IS 1.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1097 ***********************************************************************
 QE1097  DESIGNATION -  5 A 18
 QE1097  PID         -  QE1097
 QE1097  STATE/COUNTY-  OR/LINCOLN
 QE1097  USGS QUAD   -  NEWPORT SOUTH (1984)
 QE1097
 QE1097                         *CURRENT SURVEY CONTROL
 QE1097  ___________________________________________________________________
 QE1097* NAD 83(1986)-  44 34 35.     (N)    124 03 55.     (W)     SCALED    
 QE1097* NAVD 88     -        31.314  (meters)     102.74   (feet)  ADJUSTED  
 QE1097  ___________________________________________________________________
 QE1097  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 QE1097  DYNAMIC HT  -          31.313 (meters)     102.73  (feet)  COMP
 QE1097  MODELED GRAV-     980,585.9   (mgal)                       NAVD 88
 QE1097
 QE1097  VERT ORDER  -  FIRST     CLASS II
 QE1097
 QE1097.The horizontal coordinates were scaled from a topographic map and have
 QE1097.an estimated accuracy of +/- 6 seconds.
 QE1097
 QE1097.The orthometric height was determined by differential leveling
 QE1097.and adjusted in June 1991.
 QE1097
 QE1097.The geoid height was determined by GEOID03.
 QE1097
 QE1097.The dynamic height is computed by dividing the NAVD 88
 QE1097.geopotential number by the normal gravity value computed on the
 QE1097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1097.degrees latitude (g = 980.6199 gals.).
 QE1097
 QE1097.The modeled gravity was interpolated from observed gravity values.
 QE1097
 QE1097;                    North         East    Units  Estimated Accuracy
 QE1097;SPC OR N     -   107,340.    2,216,930.      MT  (+/- 180 meters Scaled)
 QE1097
 QE1097                          SUPERSEDED SURVEY CONTROL
 QE1097
 QE1097.No superseded survey control is available for this station.
 QE1097
 QE1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ154364(NAD 83)
 QE1097_MARKER: DD = SURVEY DISK
 QE1097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE1097_SP_SET: CONCRETE POST
 QE1097_STAMPING: 100 5A 18 1929
 QE1097_MARK LOGO: BPR   
 QE1097_PROJECTION: PROJECTING 15 CENTIMETERS
 QE1097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE1097+STABILITY: SURFACE MOTION
 QE1097
 QE1097  HISTORY     - Date     Condition        Report By
 QE1097  HISTORY     - 1929     MONUMENTED       BPR
 QE1097  HISTORY     - 1929     GOOD             NGS
 QE1097  HISTORY     - 1975     MARK NOT FOUND   NGS
 QE1097  HISTORY     - 1988     GOOD             NGS
 QE1097
 QE1097                          STATION DESCRIPTION
 QE1097
 QE1097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1929
 QE1097'4.4 MI S FROM NEWPORT.
 QE1097'40 FEET WEST OF CENTER LINE OF OREGON COAST HIGHWAY AT STATION NO. 808
 QE1097'PLUS 60 AT NORTH END OF SMALL CUT.
 QE1097
 QE1097                          STATION RECOVERY (1975)
 QE1097
 QE1097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 QE1097'MARK NOT FOUND.
 QE1097
 QE1097                          STATION RECOVERY (1988)
 QE1097
 QE1097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QE1097'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  7.6 KM
 QE1097'(4.70 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM ITS JUNCTION WITH U.S.
 QE1097'HIGHWAY 20 IN NEWPORT, AT THE NORTH END OF A HIGHWAY CUT, 80.0 M
 QE1097'(262.5 FT) SOUTH OF THE EXTENDED CENTER OF A ROAD LEADING TO THE
 QE1097'NEWPORT MUNICIPAL AIRPORT, 12.2 M (40.0 FT) WEST OF THE CENTERLINE OF
 QE1097'THE HIGHWAY, AND 1.2 M (3.9 FT) NORTHEAST OF THE NORTHEAST CORNER OF
 QE1097'A 8 BY 10 FOOT WOOD BUILDING.  NOTE--NOT LEVELED TO THIS SURVEY.
 QE1097'THE MARK IS 0.5 METERS  N FROM  A WITNESS POST
 QE1097'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1096 ***********************************************************************
 QE1096  DESIGNATION -  5 A 19
 QE1096  PID         -  QE1096
 QE1096  STATE/COUNTY-  OR/LINCOLN
 QE1096  USGS QUAD   -  NEWPORT SOUTH (1984)
 QE1096
 QE1096                         *CURRENT SURVEY CONTROL
 QE1096  ___________________________________________________________________
 QE1096* NAD 83(1986)-  44 34 20.     (N)    124 04 00.     (W)     SCALED    
 QE1096* NAVD 88     -        25.538  (meters)      83.79   (feet)  ADJUSTED  
 QE1096  ___________________________________________________________________
 QE1096  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 QE1096  DYNAMIC HT  -          25.537 (meters)      83.78  (feet)  COMP
 QE1096  MODELED GRAV-     980,585.0   (mgal)                       NAVD 88
 QE1096
 QE1096  VERT ORDER  -  FIRST     CLASS II
 QE1096
 QE1096.The horizontal coordinates were scaled from a topographic map and have
 QE1096.an estimated accuracy of +/- 6 seconds.
 QE1096
 QE1096.The orthometric height was determined by differential leveling
 QE1096.and adjusted in June 1991.
 QE1096
 QE1096.The geoid height was determined by GEOID03.
 QE1096
 QE1096.The dynamic height is computed by dividing the NAVD 88
 QE1096.geopotential number by the normal gravity value computed on the
 QE1096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1096.degrees latitude (g = 980.6199 gals.).
 QE1096
 QE1096.The modeled gravity was interpolated from observed gravity values.
 QE1096
 QE1096;                    North         East    Units  Estimated Accuracy
 QE1096;SPC OR N     -   106,880.    2,216,800.      MT  (+/- 180 meters Scaled)
 QE1096
 QE1096                          SUPERSEDED SURVEY CONTROL
 QE1096
 QE1096.No superseded survey control is available for this station.
 QE1096
 QE1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ153359(NAD 83)
 QE1096_MARKER: DB = BENCH MARK DISK
 QE1096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE1096_SP_SET: CONCRETE POST
 QE1096_STAMPING: 5A 19 1929
 QE1096_MARK LOGO: BPR   
 QE1096_PROJECTION: PROJECTING 22 CENTIMETERS
 QE1096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE1096+STABILITY: SURFACE MOTION
 QE1096
 QE1096  HISTORY     - Date     Condition        Report By
 QE1096  HISTORY     - 1929     MONUMENTED       CGS
 QE1096  HISTORY     - 1941     GOOD             NGS
 QE1096  HISTORY     - 1975     MARK NOT FOUND   NGS
 QE1096  HISTORY     - 1979     GOOD             NGS
 QE1096  HISTORY     - 1988     GOOD             NGS
 QE1096
 QE1096                          STATION DESCRIPTION
 QE1096
 QE1096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QE1096'4.7 MI S FROM NEWPORT.
 QE1096'ALONG U.S. HIGHWAY 101, 4.7 MILES SOUTH OF NEWPORT, AT SURVEY STATION
 QE1096'826, 40 FEET EAST OF THE CENTER OF THE ROAD, SET IN CONCRETE POST.  A
 QE1096'4X4 WITNESS POST WAS SET NEAR MARK.
 QE1096
 QE1096                          STATION RECOVERY (1975)
 QE1096
 QE1096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 QE1096'MARK NOT FOUND.
 QE1096
 QE1096                          STATION RECOVERY (1979)
 QE1096
 QE1096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 QE1096'RECOVERED IN GOOD CONDITION.
 QE1096
 QE1096                          STATION RECOVERY (1988)
 QE1096
 QE1096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QE1096'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  8.1 KM
 QE1096'(5.05 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM ITS JUNCTION WITH U.S.
 QE1096'HIGHWAY 20 IN NEWPORT, AT THE SOUTH END OF A HIGHWAY CUT, 12.2 M
 QE1096'(40.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, AND 0.7 M (2.3 FT)
 QE1096'SOUTH OF A UTILITY POLE.
 QE1096'THE MARK IS 0.6 METERS  N FROM  A WITNESS POST
 QE1096'THE MARK IS 3.7 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1072 ***********************************************************************
 QE1072  DESIGNATION -  5 A 2 B 1 1 WEST
 QE1072  PID         -  QE1072
 QE1072  STATE/COUNTY-  OR/LINCOLN
 QE1072  USGS QUAD   -  NEWPORT SOUTH (1984)
 QE1072
 QE1072                         *CURRENT SURVEY CONTROL
 QE1072  ___________________________________________________________________
 QE1072* NAD 83(1986)-  44 30 41.     (N)    124 04 45.     (W)     SCALED    
 QE1072* NAVD 88     -        18.485  (meters)      60.65   (feet)  ADJUSTED  
 QE1072  ___________________________________________________________________
 QE1072  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 QE1072  DYNAMIC HT  -          18.485 (meters)      60.65  (feet)  COMP
 QE1072  MODELED GRAV-     980,572.2   (mgal)                       NAVD 88
 QE1072
 QE1072  VERT ORDER  -  FIRST     CLASS II
 QE1072
 QE1072.The horizontal coordinates were scaled from a topographic map and have
 QE1072.an estimated accuracy of +/- 6 seconds.
 QE1072
 QE1072.The orthometric height was determined by differential leveling
 QE1072.and adjusted in June 1991.
 QE1072.WARNING-Repeat measurements at this control monument indicate possible
 QE1072.vertical movement.
 QE1072
 QE1072.The geoid height was determined by GEOID03.
 QE1072
 QE1072.The dynamic height is computed by dividing the NAVD 88
 QE1072.geopotential number by the normal gravity value computed on the
 QE1072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1072.degrees latitude (g = 980.6199 gals.).
 QE1072
 QE1072.The modeled gravity was interpolated from observed gravity values.
 QE1072
 QE1072;                    North         East    Units  Estimated Accuracy
 QE1072;SPC OR N     -   100,170.    2,215,510.      MT  (+/- 180 meters Scaled)
 QE1072
 QE1072                          SUPERSEDED SURVEY CONTROL
 QE1072
 QE1072.No superseded survey control is available for this station.
 QE1072
 QE1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ142292(NAD 83)
 QE1072_MARKER: DD = SURVEY DISK
 QE1072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE1072_SP_SET: CONCRETE POST
 QE1072_STAMPING: 57 5A2B1 1 1931
 QE1072_MARK LOGO: BPR   
 QE1072_PROJECTION: RECESSED 4 CENTIMETERS
 QE1072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE1072+STABILITY: SURFACE MOTION
 QE1072
 QE1072  HISTORY     - Date     Condition        Report By
 QE1072  HISTORY     - 1931     MONUMENTED       BPR
 QE1072  HISTORY     - 1931     GOOD             NGS
 QE1072  HISTORY     - 1955     MARK NOT FOUND   NGS
 QE1072  HISTORY     - 1988     GOOD             NGS
 QE1072
 QE1072                          STATION DESCRIPTION
 QE1072
 QE1072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 QE1072'6.1 MI N FROM WALDPORT.
 QE1072'ABOUT 6.1 MILES NORTH OF WALDPORT.  40 FEET WEST OF CENTER LINE OF
 QE1072'HIGHWAY AT STATION NO. 1074 PLUS 65.2.
 QE1072
 QE1072                          STATION RECOVERY (1955)
 QE1072
 QE1072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 QE1072'MARK NOT FOUND.
 QE1072
 QE1072                          STATION RECOVERY (1988)
 QE1072
 QE1072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QE1072'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  9.7 KM
 QE1072'(6.05 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM ITS JUNCTION WITH
 QE1072'STATE HIGHWAY 34 IN WALDPORT, 19.5 M (64.0 FT) NORTH OF THE EXTENDED
 QE1072'CENTER OF BERNARD STREET, 16.3 M (53.5 FT) NORTHEAST OF THE NORTHEAST
 QE1072'CORNER OF A HOUSE, 12.2 M (40.0 FT) WEST OF THE CENTERLINE OF THE
 QE1072'HIGHWAY, AND 10.0 M (32.8 FT) SOUTH OF THE CENTER OF A DRIVEWAY.
 QE1072'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 QE1072'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1322 ***********************************************************************
 QE1322  DESIGNATION -  5 A 2 B 1 11
 QE1322  PID         -  QE1322
 QE1322  STATE/COUNTY-  OR/LINCOLN
 QE1322  USGS QUAD   -  WALDPORT (1984)
 QE1322
 QE1322                         *CURRENT SURVEY CONTROL
 QE1322  ___________________________________________________________________
 QE1322* NAD 83(1986)-  44 28 20.     (N)    124 04 55.     (W)     SCALED    
 QE1322* NAVD 88     -        13.822  (meters)      45.35   (feet)  ADJUSTED  
 QE1322  ___________________________________________________________________
 QE1322  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 QE1322  DYNAMIC HT  -          13.821 (meters)      45.34  (feet)  COMP
 QE1322  MODELED GRAV-     980,571.2   (mgal)                       NAVD 88
 QE1322
 QE1322  VERT ORDER  -  FIRST     CLASS II
 QE1322
 QE1322.The horizontal coordinates were scaled from a topographic map and have
 QE1322.an estimated accuracy of +/- 6 seconds.
 QE1322
 QE1322.The orthometric height was determined by differential leveling
 QE1322.and adjusted in June 1991.
 QE1322.WARNING-Repeat measurements at this control monument indicate possible
 QE1322.vertical movement.
 QE1322
 QE1322.The geoid height was determined by GEOID03.
 QE1322
 QE1322.The dynamic height is computed by dividing the NAVD 88
 QE1322.geopotential number by the normal gravity value computed on the
 QE1322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1322.degrees latitude (g = 980.6199 gals.).
 QE1322
 QE1322.The modeled gravity was interpolated from observed gravity values.
 QE1322
 QE1322;                    North         East    Units  Estimated Accuracy
 QE1322;SPC OR N     -    95,830.    2,215,100.      MT  (+/- 180 meters Scaled)
 QE1322
 QE1322                          SUPERSEDED SURVEY CONTROL
 QE1322
 QE1322.No superseded survey control is available for this station.
 QE1322
 QE1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ139248(NAD 83)
 QE1322_MARKER: DD = SURVEY DISK
 QE1322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE1322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE1322_STAMPING: 42 5A2B1 11 1931
 QE1322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE1322+STABILITY: SURFACE MOTION
 QE1322
 QE1322  HISTORY     - Date     Condition        Report By
 QE1322  HISTORY     - 1931     MONUMENTED       BPR
 QE1322  HISTORY     - 1931     GOOD             NGS
 QE1322
 QE1322                          STATION DESCRIPTION
 QE1322
 QE1322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 QE1322'3.6 MI N FROM WALDPORT.
 QE1322'ABOUT 3.6 MILES NORTH OF WALDPORT.  36 FEET WEST OF CENTERLINE OF
 QE1322'HIGHWAY AT STATION NO. 1218 PLUS 03.4.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1321 ***********************************************************************
 QE1321  DESIGNATION -  5 A 2 B 1 12 EAST
 QE1321  PID         -  QE1321
 QE1321  STATE/COUNTY-  OR/LINCOLN
 QE1321  USGS QUAD   -  WALDPORT (1984)
 QE1321
 QE1321                         *CURRENT SURVEY CONTROL
 QE1321  ___________________________________________________________________
 QE1321* NAD 83(1986)-  44 28 06.     (N)    124 04 44.     (W)     SCALED    
 QE1321* NAVD 88     -        19.765  (meters)      64.85   (feet)  ADJUSTED  
 QE1321  ___________________________________________________________________
 QE1321  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 QE1321  DYNAMIC HT  -          19.764 (meters)      64.84  (feet)  COMP
 QE1321  MODELED GRAV-     980,572.1   (mgal)                       NAVD 88
 QE1321
 QE1321  VERT ORDER  -  FIRST     CLASS II
 QE1321
 QE1321.The horizontal coordinates were scaled from a topographic map and have
 QE1321.an estimated accuracy of +/- 6 seconds.
 QE1321
 QE1321.The orthometric height was determined by differential leveling
 QE1321.and adjusted in June 1991.
 QE1321
 QE1321.The geoid height was determined by GEOID03.
 QE1321
 QE1321.The dynamic height is computed by dividing the NAVD 88
 QE1321.geopotential number by the normal gravity value computed on the
 QE1321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1321.degrees latitude (g = 980.6199 gals.).
 QE1321
 QE1321.The modeled gravity was interpolated from observed gravity values.
 QE1321
 QE1321;                    North         East    Units  Estimated Accuracy
 QE1321;SPC OR N     -    95,390.    2,215,320.      MT  (+/- 180 meters Scaled)
 QE1321
 QE1321                          SUPERSEDED SURVEY CONTROL
 QE1321
 QE1321.No superseded survey control is available for this station.
 QE1321
 QE1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ141244(NAD 83)
 QE1321_MARKER: DD = SURVEY DISK
 QE1321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE1321_SP_SET: CONCRETE POST
 QE1321_STAMPING: 5A2B1 12 1931
 QE1321_MARK LOGO: BPR   
 QE1321_PROJECTION: PROJECTING 10 CENTIMETERS
 QE1321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE1321+STABILITY: SURFACE MOTION
 QE1321
 QE1321  HISTORY     - Date     Condition        Report By
 QE1321  HISTORY     - 1931     MONUMENTED       CGS
 QE1321  HISTORY     - 1941     GOOD             NGS
 QE1321  HISTORY     - 1988     GOOD             NGS
 QE1321
 QE1321                          STATION DESCRIPTION
 QE1321
 QE1321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QE1321'3.0 MI N FROM WALDPORT.
 QE1321'ALONG U. S. HIGHWAY 101, 3.0 MILES NORTH OF WALDPORT, 40 FEET EAST OF
 QE1321'THE CENTER OF THE ROAD, 15 FEET EAST OF A TELEPHONE LINE, AT A FENCE.
 QE1321'SET IN CONCRETE POST.
 QE1321
 QE1321                          STATION RECOVERY (1988)
 QE1321
 QE1321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QE1321'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  4.8 KM
 QE1321'(3.00 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM ITS JUNCTION WITH
 QE1321'STATE HIGHWAY 34 IN WALDPORT, AT THE SOUTH END OF A SMALL HIGHWAY
 QE1321'CUT, 12.2 M (40.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 9.5 M
 QE1321'(31.2 FT) SOUTH OF TELEPHONE PEDESTAL NUMBER N2 12, AND 2.8 M (9.2 FT)
 QE1321'SOUTH OF THE EXTENDED CENTER OF A DRIVEWAY LEADING TO HOUSE NUMBER
 QE1321'5940 NW.  NOTE--THE ORIGINAL DESCRIPTION STATES THAT THE DISK IS
 QE1321'STAMPED 5A2B1 12 E 1931, BUT IS STAMPED AS ABOVE.
 QE1321'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 QE1321'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1320 ***********************************************************************
 QE1320  DESIGNATION -  5 A 2 B 1 12 WEST
 QE1320  PID         -  QE1320
 QE1320  STATE/COUNTY-  OR/LINCOLN
 QE1320  USGS QUAD   -  WALDPORT (1984)
 QE1320
 QE1320                         *CURRENT SURVEY CONTROL
 QE1320  ___________________________________________________________________
 QE1320* NAD 83(1986)-  44 28 05.     (N)    124 04 45.     (W)     SCALED    
 QE1320* NAVD 88     -        19.678  (meters)      64.56   (feet)  ADJUSTED  
 QE1320  ___________________________________________________________________
 QE1320  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 QE1320  DYNAMIC HT  -          19.677 (meters)      64.56  (feet)  COMP
 QE1320  MODELED GRAV-     980,572.1   (mgal)                       NAVD 88
 QE1320
 QE1320  VERT ORDER  -  FIRST     CLASS II
 QE1320
 QE1320.The horizontal coordinates were scaled from a topographic map and have
 QE1320.an estimated accuracy of +/- 6 seconds.
 QE1320
 QE1320.The orthometric height was determined by differential leveling
 QE1320.and adjusted in June 1991.
 QE1320.WARNING-Repeat measurements at this control monument indicate possible
 QE1320.vertical movement.
 QE1320
 QE1320.The geoid height was determined by GEOID03.
 QE1320
 QE1320.The dynamic height is computed by dividing the NAVD 88
 QE1320.geopotential number by the normal gravity value computed on the
 QE1320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1320.degrees latitude (g = 980.6199 gals.).
 QE1320
 QE1320.The modeled gravity was interpolated from observed gravity values.
 QE1320
 QE1320;                    North         East    Units  Estimated Accuracy
 QE1320;SPC OR N     -    95,360.    2,215,300.      MT  (+/- 180 meters Scaled)
 QE1320
 QE1320                          SUPERSEDED SURVEY CONTROL
 QE1320
 QE1320.No superseded survey control is available for this station.
 QE1320
 QE1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ141244(NAD 83)
 QE1320_MARKER: DD = SURVEY DISK
 QE1320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE1320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE1320_STAMPING: 5A2B1 12 1931
 QE1320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE1320+STABILITY: SURFACE MOTION
 QE1320
 QE1320  HISTORY     - Date     Condition        Report By
 QE1320  HISTORY     - 1931     MONUMENTED       BPR
 QE1320  HISTORY     - 1931     GOOD             NGS
 QE1320  HISTORY     - 1988     MARK NOT FOUND   NGS
 QE1320
 QE1320                          STATION DESCRIPTION
 QE1320
 QE1320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 QE1320'3.3 MI N FROM WALDPORT.
 QE1320'ABOUT 3.3 MILES NORTH OF WALDPORT.  36 FEET WEST OF CENTERLINE OF
 QE1320'HIGHWAY AT STATION NO. 1236 PLUS 10.1.
 QE1320
 QE1320                          STATION RECOVERY (1988)
 QE1320
 QE1320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QE1320'THERE IS A DRIVEWAY AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1319 ***********************************************************************
 QE1319  DESIGNATION -  5 A 2 B 1 14
 QE1319  PID         -  QE1319
 QE1319  STATE/COUNTY-  OR/LINCOLN
 QE1319  USGS QUAD   -  WALDPORT (1984)
 QE1319
 QE1319                         *CURRENT SURVEY CONTROL
 QE1319  ___________________________________________________________________
 QE1319* NAD 83(1986)-  44 27 04.     (N)    124 04 23.     (W)     SCALED    
 QE1319* NAVD 88     -        28.483  (meters)      93.45   (feet)  ADJUSTED  
 QE1319  ___________________________________________________________________
 QE1319  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 QE1319  DYNAMIC HT  -          28.481 (meters)      93.44  (feet)  COMP
 QE1319  MODELED GRAV-     980,574.9   (mgal)                       NAVD 88
 QE1319
 QE1319  VERT ORDER  -  FIRST     CLASS II
 QE1319
 QE1319.The horizontal coordinates were scaled from a topographic map and have
 QE1319.an estimated accuracy of +/- 6 seconds.
 QE1319
 QE1319.The orthometric height was determined by differential leveling
 QE1319.and adjusted in June 1991.
 QE1319
 QE1319.The geoid height was determined by GEOID03.
 QE1319
 QE1319.The dynamic height is computed by dividing the NAVD 88
 QE1319.geopotential number by the normal gravity value computed on the
 QE1319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1319.degrees latitude (g = 980.6199 gals.).
 QE1319
 QE1319.The modeled gravity was interpolated from observed gravity values.
 QE1319
 QE1319;                    North         East    Units  Estimated Accuracy
 QE1319;SPC OR N     -    93,460.    2,215,700.      MT  (+/- 180 meters Scaled)
 QE1319
 QE1319                          SUPERSEDED SURVEY CONTROL
 QE1319
 QE1319.No superseded survey control is available for this station.
 QE1319
 QE1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ146225(NAD 83)
 QE1319_MARKER: DD = SURVEY DISK
 QE1319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE1319_SP_SET: CONCRETE POST
 QE1319_STAMPING: 90 5A2B1 14 1931
 QE1319_MARK LOGO: BPR   
 QE1319_PROJECTION: PROJECTING 15 CENTIMETERS
 QE1319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE1319+STABILITY: SURFACE MOTION
 QE1319
 QE1319  HISTORY     - Date     Condition        Report By
 QE1319  HISTORY     - 1931     MONUMENTED       BPR
 QE1319  HISTORY     - 1931     GOOD             NGS
 QE1319  HISTORY     - 1988     GOOD             NGS
 QE1319
 QE1319                          STATION DESCRIPTION
 QE1319
 QE1319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 QE1319'2.0 MI N FROM WALDPORT.
 QE1319'ABOUT 2.0 MILES NORTH OF WALDPORT.  36 FEET WEST OF CENTERLINE OF
 QE1319'HIGHWAY AT STATION NO. 1300 PLUS 81.8.
 QE1319
 QE1319                          STATION RECOVERY (1988)
 QE1319
 QE1319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QE1319'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  2.9 KM
 QE1319'(1.80 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM ITS JUNCTION WITH
 QE1319'STATE HIGHWAY 34 IN WALDPORT, 0.2 KM (0.10 MI) NORTH OF THE
 QE1319'INTERSECTION OF SANDPIPER DRIVE, AT THE SOUTH END OF A HIGHWAY CUT,
 QE1319'12.1 M (39.7 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, AND 3.8 M
 QE1319'(12.5 FT) SOUTH-SOUTHWEST OF UTILITY POLE NUMBER L07N 12.
 QE1319'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 QE1319'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1071 ***********************************************************************
 QE1071  DESIGNATION -  5 A 2 B 1 2
 QE1071  PID         -  QE1071
 QE1071  STATE/COUNTY-  OR/LINCOLN
 QE1071  USGS QUAD   -  NEWPORT SOUTH (1984)
 QE1071
 QE1071                         *CURRENT SURVEY CONTROL
 QE1071  ___________________________________________________________________
 QE1071* NAD 83(1986)-  44 30 30.     (N)    124 04 44.     (W)     SCALED    
 QE1071* NAVD 88     -        11.601  (meters)      38.06   (feet)  ADJUSTED  
 QE1071  ___________________________________________________________________
 QE1071  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 QE1071  DYNAMIC HT  -          11.601 (meters)      38.06  (feet)  COMP
 QE1071  MODELED GRAV-     980,571.8   (mgal)                       NAVD 88
 QE1071
 QE1071  VERT ORDER  -  FIRST     CLASS II
 QE1071
 QE1071.The horizontal coordinates were scaled from a topographic map and have
 QE1071.an estimated accuracy of +/- 6 seconds.
 QE1071
 QE1071.The orthometric height was determined by differential leveling
 QE1071.and adjusted in June 1991.
 QE1071.WARNING-Repeat measurements at this control monument indicate possible
 QE1071.vertical movement.
 QE1071
 QE1071.The geoid height was determined by GEOID03.
 QE1071
 QE1071.The dynamic height is computed by dividing the NAVD 88
 QE1071.geopotential number by the normal gravity value computed on the
 QE1071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1071.degrees latitude (g = 980.6199 gals.).
 QE1071
 QE1071.The modeled gravity was interpolated from observed gravity values.
 QE1071
 QE1071;                    North         East    Units  Estimated Accuracy
 QE1071;SPC OR N     -    99,830.    2,215,520.      MT  (+/- 180 meters Scaled)
 QE1071
 QE1071                          SUPERSEDED SURVEY CONTROL
 QE1071
 QE1071.No superseded survey control is available for this station.
 QE1071
 QE1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ142289(NAD 83)
 QE1071_MARKER: DD = SURVEY DISK
 QE1071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE1071_SP_SET: CONCRETE POST
 QE1071_STAMPING: 5A2B1 2 1931
 QE1071_MARK LOGO: BPR   
 QE1071_PROJECTION: PROJECTING 15 CENTIMETERS
 QE1071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE1071+STABILITY: SURFACE MOTION
 QE1071
 QE1071  HISTORY     - Date     Condition        Report By
 QE1071  HISTORY     - 1931     MONUMENTED       BPR
 QE1071  HISTORY     - 1931     GOOD             NGS
 QE1071  HISTORY     - 1988     GOOD             NGS
 QE1071
 QE1071                          STATION DESCRIPTION
 QE1071
 QE1071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 QE1071'5.9 MI N FROM WALDPORT.
 QE1071'ABOUT 5.9 MILES NORTH OF WALDPORT.  55 FEET EAST OF CENTERLINE OF
 QE1071'HIGHWAY AT STATION NO. 1083 + 75.7.
 QE1071
 QE1071                          STATION RECOVERY (1988)
 QE1071
 QE1071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QE1071'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  9.4 KM
 QE1071'(5.85 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM ITS JUNCTION WITH
 QE1071'STATE HIGHWAY 34 IN WALDPORT, 80.0 M (262.5 FT) SOUTH OF THE CENTER
 QE1071'OF A DRIVEWAY, AND 16.7 M (54.8 FT) EAST OF THE CENTERLINE OF THE
 QE1071'HIGHWAY.  NOTE--THE ORIGINAL DESCRIPTION STATES THAT THE DISK IS
 QE1071'STAMPED 32 5A2B1 2 1931, BUT IS STAMPED AS ABOVE.
 QE1071'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 QE1071'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1069 ***********************************************************************
 QE1069  DESIGNATION -  5 A 2 B 1 3
 QE1069  PID         -  QE1069
 QE1069  STATE/COUNTY-  OR/LINCOLN
 QE1069  USGS QUAD   -  NEWPORT SOUTH (1984)
 QE1069
 QE1069                         *CURRENT SURVEY CONTROL
 QE1069  ___________________________________________________________________
 QE1069* NAD 83(1986)-  44 30 02.     (N)    124 04 54.     (W)     SCALED    
 QE1069* NAVD 88     -        20.455  (meters)      67.11   (feet)  ADJUSTED  
 QE1069  ___________________________________________________________________
 QE1069  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 QE1069  DYNAMIC HT  -          20.454 (meters)      67.11  (feet)  COMP
 QE1069  MODELED GRAV-     980,571.2   (mgal)                       NAVD 88
 QE1069
 QE1069  VERT ORDER  -  FIRST     CLASS II
 QE1069
 QE1069.The horizontal coordinates were scaled from a topographic map and have
 QE1069.an estimated accuracy of +/- 6 seconds.
 QE1069
 QE1069.The orthometric height was determined by differential leveling
 QE1069.and adjusted in June 1991.
 QE1069
 QE1069.The geoid height was determined by GEOID03.
 QE1069
 QE1069.The dynamic height is computed by dividing the NAVD 88
 QE1069.geopotential number by the normal gravity value computed on the
 QE1069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1069.degrees latitude (g = 980.6199 gals.).
 QE1069
 QE1069.The modeled gravity was interpolated from observed gravity values.
 QE1069
 QE1069;                    North         East    Units  Estimated Accuracy
 QE1069;SPC OR N     -    98,980.    2,215,260.      MT  (+/- 180 meters Scaled)
 QE1069
 QE1069                          SUPERSEDED SURVEY CONTROL
 QE1069
 QE1069.No superseded survey control is available for this station.
 QE1069
 QE1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ140280(NAD 83)
 QE1069_MARKER: DD = SURVEY DISK
 QE1069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE1069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE1069_STAMPING: 5A2B1 3 1931
 QE1069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE1069+STABILITY: SURFACE MOTION
 QE1069
 QE1069  HISTORY     - Date     Condition        Report By
 QE1069  HISTORY     - 1931     MONUMENTED       BPR
 QE1069  HISTORY     - 1931     GOOD             NGS
 QE1069  HISTORY     - 1988     MARK NOT FOUND   NGS
 QE1069
 QE1069                          STATION DESCRIPTION
 QE1069
 QE1069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 QE1069'5.5 MI N FROM WALDPORT.
 QE1069'ABOUT 5.5 MILES NORTH OF WALDPORT.  55 FEET EAST OF CENTERLINE OF
 QE1069'HIGHWAY AT STATION NO. 1110.
 QE1069
 QE1069                          STATION RECOVERY (1988)
 QE1069
 QE1069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QE1069'THERE IS NOW A PAVED PARKING LOT AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1068 ***********************************************************************
 QE1068  DESIGNATION -  5 A 2 B 1 4 WEST
 QE1068  PID         -  QE1068
 QE1068  STATE/COUNTY-  OR/LINCOLN
 QE1068  USGS QUAD   -  WALDPORT (1984)
 QE1068
 QE1068                         *CURRENT SURVEY CONTROL
 QE1068  ___________________________________________________________________
 QE1068* NAD 83(1986)-  44 29 58.     (N)    124 04 57.     (W)     SCALED    
 QE1068* NAVD 88     -        21.588  (meters)      70.83   (feet)  ADJUSTED  
 QE1068  ___________________________________________________________________
 QE1068  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 QE1068  DYNAMIC HT  -          21.587 (meters)      70.82  (feet)  COMP
 QE1068  MODELED GRAV-     980,569.2   (mgal)                       NAVD 88
 QE1068
 QE1068  VERT ORDER  -  FIRST     CLASS II
 QE1068
 QE1068.The horizontal coordinates were scaled from a topographic map and have
 QE1068.an estimated accuracy of +/- 6 seconds.
 QE1068
 QE1068.The orthometric height was determined by differential leveling
 QE1068.and adjusted in June 1991.
 QE1068.WARNING-Repeat measurements at this control monument indicate possible
 QE1068.vertical movement.
 QE1068
 QE1068.The geoid height was determined by GEOID03.
 QE1068
 QE1068.The dynamic height is computed by dividing the NAVD 88
 QE1068.geopotential number by the normal gravity value computed on the
 QE1068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1068.degrees latitude (g = 980.6199 gals.).
 QE1068
 QE1068.The modeled gravity was interpolated from observed gravity values.
 QE1068
 QE1068;                    North         East    Units  Estimated Accuracy
 QE1068;SPC OR N     -    98,860.    2,215,190.      MT  (+/- 180 meters Scaled)
 QE1068
 QE1068                          SUPERSEDED SURVEY CONTROL
 QE1068
 QE1068.No superseded survey control is available for this station.
 QE1068
 QE1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ139279(NAD 83)
 QE1068_MARKER: DB = BENCH MARK DISK
 QE1068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE1068_SP_SET: CONCRETE POST
 QE1068_STAMPING: 5A2B1 4 W 1931
 QE1068_MARK LOGO: BPR   
 QE1068_PROJECTION: PROJECTING 6 CENTIMETERS
 QE1068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE1068+STABILITY: SURFACE MOTION
 QE1068
 QE1068  HISTORY     - Date     Condition        Report By
 QE1068  HISTORY     - 1931     MONUMENTED       CGS
 QE1068  HISTORY     - 1941     GOOD             NGS
 QE1068  HISTORY     - 1988     GOOD             NGS
 QE1068
 QE1068                          STATION DESCRIPTION
 QE1068
 QE1068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QE1068'5.1 MI N FROM WALDPORT.
 QE1068'ALONG U. S. HIGHWAY 101, 5.1 MILES NORTH OF WALDPORT, 0.1 MILE NORTH
 QE1068'OF SEAL ROCKS, 40 FEET WEST OF THE CENTER OF THE ROAD, SET IN CONCRETE
 QE1068'POST.  NOTE-- A 4 X 4 WITNESS POST WAS SET BY MARK.
 QE1068
 QE1068                          STATION RECOVERY (1988)
 QE1068
 QE1068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QE1068'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  8.4 KM
 QE1068'(5.20 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM ITS JUNCTION WITH
 QE1068'STATE HIGHWAY 34 IN WALDPORT, 18.3 M (60.0 FT) SOUTH OF UTILITY POLE
 QE1068'NUMBER H25 H24, 12.2 M (40.0 FT) WEST OF THE CENTERLINE OF THE
 QE1068'HIGHWAY, AND 6.0 M (19.7 FT) NORTH OF THE EXTENDED CENTER OF GRIBE
 QE1068'STREET.
 QE1068'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 QE1068'THE MARK IS 1.8 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1062 ***********************************************************************
 QE1062  DESIGNATION -  5 A 2 B 1 6
 QE1062  PID         -  QE1062
 QE1062  STATE/COUNTY-  OR/LINCOLN
 QE1062  USGS QUAD   -  WALDPORT (1984)
 QE1062
 QE1062                         *CURRENT SURVEY CONTROL
 QE1062  ___________________________________________________________________
 QE1062* NAD 83(1986)-  44 29 41.     (N)    124 04 57.     (W)     SCALED    
 QE1062* NAVD 88     -        10.884  (meters)      35.71   (feet)  ADJUSTED  
 QE1062  ___________________________________________________________________
 QE1062  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 QE1062  DYNAMIC HT  -          10.883 (meters)      35.71  (feet)  COMP
 QE1062  MODELED GRAV-     980,569.3   (mgal)                       NAVD 88
 QE1062
 QE1062  VERT ORDER  -  FIRST     CLASS II
 QE1062
 QE1062.The horizontal coordinates were scaled from a topographic map and have
 QE1062.an estimated accuracy of +/- 6 seconds.
 QE1062
 QE1062.The orthometric height was determined by differential leveling
 QE1062.and adjusted in June 1991.
 QE1062
 QE1062.The geoid height was determined by GEOID03.
 QE1062
 QE1062.The dynamic height is computed by dividing the NAVD 88
 QE1062.geopotential number by the normal gravity value computed on the
 QE1062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1062.degrees latitude (g = 980.6199 gals.).
 QE1062
 QE1062.The modeled gravity was interpolated from observed gravity values.
 QE1062
 QE1062;                    North         East    Units  Estimated Accuracy
 QE1062;SPC OR N     -    98,330.    2,215,160.      MT  (+/- 180 meters Scaled)
 QE1062
 QE1062                          SUPERSEDED SURVEY CONTROL
 QE1062
 QE1062.No superseded survey control is available for this station.
 QE1062
 QE1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ139273(NAD 83)
 QE1062_MARKER: DD = SURVEY DISK
 QE1062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE1062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE1062_STAMPING: 5A2B1 6 1931
 QE1062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE1062+STABILITY: SURFACE MOTION
 QE1062
 QE1062  HISTORY     - Date     Condition        Report By
 QE1062  HISTORY     - 1931     MONUMENTED       BPR
 QE1062  HISTORY     - 1931     GOOD             NGS
 QE1062
 QE1062                          STATION DESCRIPTION
 QE1062
 QE1062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 QE1062'5.1 MI N FROM WALDPORT.
 QE1062'ON EAST PROPERTY LINE OF HIGHWAY 200 FEET SOUTH OF ROAD TO WILDWOOD
 QE1062'LODGE.  300 FEET SOUTH OF HOTEL CREEK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1323 ***********************************************************************
 QE1323  DESIGNATION -  5 A 2 B 1 9 EAST
 QE1323  PID         -  QE1323
 QE1323  STATE/COUNTY-  OR/LINCOLN
 QE1323  USGS QUAD   -  WALDPORT (1984)
 QE1323
 QE1323                         *CURRENT SURVEY CONTROL
 QE1323  ___________________________________________________________________
 QE1323* NAD 83(1986)-  44 28 47.     (N)    124 04 47.     (W)     SCALED    
 QE1323* NAVD 88     -         8.432  (meters)      27.66   (feet)  ADJUSTED  
 QE1323  ___________________________________________________________________
 QE1323  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 QE1323  DYNAMIC HT  -           8.432 (meters)      27.66  (feet)  COMP
 QE1323  MODELED GRAV-     980,571.0   (mgal)                       NAVD 88
 QE1323
 QE1323  VERT ORDER  -  FIRST     CLASS II
 QE1323
 QE1323.The horizontal coordinates were scaled from a topographic map and have
 QE1323.an estimated accuracy of +/- 6 seconds.
 QE1323
 QE1323.The orthometric height was determined by differential leveling
 QE1323.and adjusted in June 1991.
 QE1323
 QE1323.The geoid height was determined by GEOID03.
 QE1323
 QE1323.The dynamic height is computed by dividing the NAVD 88
 QE1323.geopotential number by the normal gravity value computed on the
 QE1323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1323.degrees latitude (g = 980.6199 gals.).
 QE1323
 QE1323.The modeled gravity was interpolated from observed gravity values.
 QE1323
 QE1323;                    North         East    Units  Estimated Accuracy
 QE1323;SPC OR N     -    96,660.    2,215,310.      MT  (+/- 180 meters Scaled)
 QE1323
 QE1323                          SUPERSEDED SURVEY CONTROL
 QE1323
 QE1323.No superseded survey control is available for this station.
 QE1323
 QE1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ141257(NAD 83)
 QE1323_MARKER: DD = SURVEY DISK
 QE1323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE1323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE1323_STAMPING: 5A2B1 9E 1931
 QE1323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE1323+STABILITY: SURFACE MOTION
 QE1323
 QE1323  HISTORY     - Date     Condition        Report By
 QE1323  HISTORY     - 1931     MONUMENTED       CGS
 QE1323  HISTORY     - 1941     GOOD             NGS
 QE1323  HISTORY     - 1988     MARK NOT FOUND   NGS
 QE1323
 QE1323                          STATION DESCRIPTION
 QE1323
 QE1323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QE1323'3.8 MI N FROM WALDPORT.
 QE1323'ALONG U. S. HIGHWAY 101, 3.8 MILES NORTH OF WALDPORT, 46 FEET EAST OF
 QE1323'THE CENTER OF THE ROAD, IN THE FENCE LINE, 8 FEET BELOW THE LEVEL OF
 QE1323'THE ROAD, SET IN CONCRETE POST.
 QE1323
 QE1323                          STATION RECOVERY (1988)
 QE1323
 QE1323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QE1323'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1324 ***********************************************************************
 QE1324  DESIGNATION -  5 A 2 B 1 9 WEST
 QE1324  PID         -  QE1324
 QE1324  STATE/COUNTY-  OR/LINCOLN
 QE1324  USGS QUAD   -  WALDPORT (1984)
 QE1324
 QE1324                         *CURRENT SURVEY CONTROL
 QE1324  ___________________________________________________________________
 QE1324* NAD 83(1986)-  44 28 48.     (N)    124 04 49.     (W)     SCALED    
 QE1324* NAVD 88     -        13.697  (meters)      44.94   (feet)  ADJUSTED  
 QE1324  ___________________________________________________________________
 QE1324  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 QE1324  DYNAMIC HT  -          13.696 (meters)      44.93  (feet)  COMP
 QE1324  MODELED GRAV-     980,570.8   (mgal)                       NAVD 88
 QE1324
 QE1324  VERT ORDER  -  FIRST     CLASS II
 QE1324
 QE1324.The horizontal coordinates were scaled from a topographic map and have
 QE1324.an estimated accuracy of +/- 6 seconds.
 QE1324
 QE1324.The orthometric height was determined by differential leveling
 QE1324.and adjusted in June 1991.
 QE1324
 QE1324.The geoid height was determined by GEOID03.
 QE1324
 QE1324.The dynamic height is computed by dividing the NAVD 88
 QE1324.geopotential number by the normal gravity value computed on the
 QE1324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1324.degrees latitude (g = 980.6199 gals.).
 QE1324
 QE1324.The modeled gravity was interpolated from observed gravity values.
 QE1324
 QE1324;                    North         East    Units  Estimated Accuracy
 QE1324;SPC OR N     -    96,690.    2,215,270.      MT  (+/- 180 meters Scaled)
 QE1324
 QE1324                          SUPERSEDED SURVEY CONTROL
 QE1324
 QE1324.No superseded survey control is available for this station.
 QE1324
 QE1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ140257(NAD 83)
 QE1324_MARKER: DD = SURVEY DISK
 QE1324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE1324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE1324_STAMPING: 42 5A2B1 9 1931
 QE1324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE1324+STABILITY: SURFACE MOTION
 QE1324
 QE1324  HISTORY     - Date     Condition        Report By
 QE1324  HISTORY     - 1931     MONUMENTED       BPR
 QE1324  HISTORY     - 1931     GOOD             NGS
 QE1324  HISTORY     - 1988     MARK NOT FOUND   NGS
 QE1324
 QE1324                          STATION DESCRIPTION
 QE1324
 QE1324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 QE1324'4.1 MI N FROM WALDPORT.
 QE1324'ABOUT 4.1 MILES NORTH OF WALDPORT.  40 FEET WEST OF CENTERLINE OF
 QE1324'HIGHWAY AT STATION NO. 1195 PLUS 57.5.
 QE1324
 QE1324                          STATION RECOVERY (1988)
 QE1324
 QE1324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QE1324'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1095 ***********************************************************************
 QE1095  DESIGNATION -  5 A 20
 QE1095  PID         -  QE1095
 QE1095  STATE/COUNTY-  OR/LINCOLN
 QE1095  USGS QUAD   -  NEWPORT SOUTH (1984)
 QE1095
 QE1095                         *CURRENT SURVEY CONTROL
 QE1095  ___________________________________________________________________
 QE1095* NAD 83(1986)-  44 34 12.     (N)    124 04 04.     (W)     SCALED    
 QE1095* NAVD 88     -        23.276  (meters)      76.36   (feet)  ADJUSTED  
 QE1095  ___________________________________________________________________
 QE1095  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 QE1095  DYNAMIC HT  -          23.275 (meters)      76.36  (feet)  COMP
 QE1095  MODELED GRAV-     980,584.4   (mgal)                       NAVD 88
 QE1095
 QE1095  VERT ORDER  -  FIRST     CLASS II
 QE1095
 QE1095.The horizontal coordinates were scaled from a topographic map and have
 QE1095.an estimated accuracy of +/- 6 seconds.
 QE1095
 QE1095.The orthometric height was determined by differential leveling
 QE1095.and adjusted in June 1991.
 QE1095.WARNING-Repeat measurements at this control monument indicate possible
 QE1095.vertical movement.
 QE1095
 QE1095.The geoid height was determined by GEOID03.
 QE1095
 QE1095.The dynamic height is computed by dividing the NAVD 88
 QE1095.geopotential number by the normal gravity value computed on the
 QE1095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1095.degrees latitude (g = 980.6199 gals.).
 QE1095
 QE1095.The modeled gravity was interpolated from observed gravity values.
 QE1095
 QE1095;                    North         East    Units  Estimated Accuracy
 QE1095;SPC OR N     -   106,640.    2,216,700.      MT  (+/- 180 meters Scaled)
 QE1095
 QE1095                          SUPERSEDED SURVEY CONTROL
 QE1095
 QE1095.No superseded survey control is available for this station.
 QE1095
 QE1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ152357(NAD 83)
 QE1095_MARKER: DD = SURVEY DISK
 QE1095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE1095_SP_SET: CONCRETE POST
 QE1095_STAMPING: 5 A 20 73 1929
 QE1095_MARK LOGO: BPR   
 QE1095_PROJECTION: PROJECTING 22 CENTIMETERS
 QE1095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE1095+STABILITY: SURFACE MOTION
 QE1095
 QE1095  HISTORY     - Date     Condition        Report By
 QE1095  HISTORY     - 1929     MONUMENTED       BPR
 QE1095  HISTORY     - 1929     GOOD             NGS
 QE1095  HISTORY     - 1975     MARK NOT FOUND   NGS
 QE1095  HISTORY     - 1979     GOOD             NGS
 QE1095  HISTORY     - 1988     GOOD             NGS
 QE1095
 QE1095                          STATION DESCRIPTION
 QE1095
 QE1095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1929
 QE1095'4.7 MI S FROM NEWPORT.
 QE1095'40 FEET WEST OF CENTER LINE OF OREGON COAST HIGHWAY AT STATION NO. 826
 QE1095'PLUS 28.
 QE1095
 QE1095                          STATION RECOVERY (1975)
 QE1095
 QE1095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 QE1095'MARK NOT FOUND.
 QE1095
 QE1095                          STATION RECOVERY (1979)
 QE1095
 QE1095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 QE1095'RECOVERED IN GOOD CONDITION.
 QE1095
 QE1095                          STATION RECOVERY (1988)
 QE1095
 QE1095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QE1095'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  8.1 KM
 QE1095'(5.05 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM ITS JUNCTION WITH U.S.
 QE1095'HIGHWAY 20 IN NEWPORT, AT THE NORTH END OF A HIGHWAY CUT, 12.2 M
 QE1095'(40.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, AND 4.0 M (13.1 FT)
 QE1095'NORTH OF A FENCE CORNER.  NOTE--NOT LEVELED TO THIS SURVEY.
 QE1095'THE MARK IS 0.5 METERS  S FROM  A WITNESS POST
 QE1095'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1094 ***********************************************************************
 QE1094  DESIGNATION -  5 A 21
 QE1094  PID         -  QE1094
 QE1094  STATE/COUNTY-  OR/LINCOLN
 QE1094  USGS QUAD   -  NEWPORT SOUTH (1984)
 QE1094
 QE1094                         *CURRENT SURVEY CONTROL
 QE1094  ___________________________________________________________________
 QE1094* NAD 83(1986)-  44 34 11.     (N)    124 04 01.     (W)     SCALED    
 QE1094* NAVD 88     -        31.499  (meters)     103.34   (feet)  ADJUSTED  
 QE1094  ___________________________________________________________________
 QE1094  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 QE1094  DYNAMIC HT  -          31.498 (meters)     103.34  (feet)  COMP
 QE1094  MODELED GRAV-     980,584.5   (mgal)                       NAVD 88
 QE1094
 QE1094  VERT ORDER  -  FIRST     CLASS II
 QE1094
 QE1094.The horizontal coordinates were scaled from a topographic map and have
 QE1094.an estimated accuracy of +/- 6 seconds.
 QE1094
 QE1094.The orthometric height was determined by differential leveling
 QE1094.and adjusted in June 1991.
 QE1094
 QE1094.The geoid height was determined by GEOID03.
 QE1094
 QE1094.The dynamic height is computed by dividing the NAVD 88
 QE1094.geopotential number by the normal gravity value computed on the
 QE1094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1094.degrees latitude (g = 980.6199 gals.).
 QE1094
 QE1094.The modeled gravity was interpolated from observed gravity values.
 QE1094
 QE1094;                    North         East    Units  Estimated Accuracy
 QE1094;SPC OR N     -   106,600.    2,216,770.      MT  (+/- 180 meters Scaled)
 QE1094
 QE1094                          SUPERSEDED SURVEY CONTROL
 QE1094
 QE1094.No superseded survey control is available for this station.
 QE1094
 QE1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ152357(NAD 83)
 QE1094_MARKER: DD = SURVEY DISK
 QE1094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE1094_SP_SET: CONCRETE POST
 QE1094_STAMPING: 100 5A 21 1929
 QE1094_MARK LOGO: BPR   
 QE1094_PROJECTION: PROJECTING 20 CENTIMETERS
 QE1094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE1094+STABILITY: SURFACE MOTION
 QE1094
 QE1094  HISTORY     - Date     Condition        Report By
 QE1094  HISTORY     - 1929     MONUMENTED       BPR
 QE1094  HISTORY     - 1929     GOOD             NGS
 QE1094  HISTORY     - 1985     GOOD             USPSQD
 QE1094  HISTORY     - 1988     GOOD             NGS
 QE1094  HISTORY     - 1990     GOOD             USPSQD
 QE1094
 QE1094                          STATION DESCRIPTION
 QE1094
 QE1094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1929
 QE1094'4.9 MI S FROM NEWPORT.
 QE1094'40 FEET EAST OF CENTER LINE OF OREGON COAST HIGHWAY.  AT STATION NO.
 QE1094'833 IN LINE WITH TELEPHONE POLES.
 QE1094
 QE1094                          STATION RECOVERY (1985)
 QE1094
 QE1094'RECOVERY NOTE BY US POWER SQUADRON 1985
 QE1094'RECOVERED IN GOOD CONDITION.
 QE1094
 QE1094                          STATION RECOVERY (1988)
 QE1094
 QE1094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QE1094'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  8.3 KM
 QE1094'(5.15 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM ITS JUNCTION WITH U.S.
 QE1094'HIGHWAY 20 IN NEWPORT, 12.2 M (40.0 FT) EAST OF THE CENTERLINE OF THE
 QE1094'HIGHWAY, 10.0 M (32.8 FT) SOUTH OF THE EXTENDED CENTER OF A ROAD
 QE1094'LEADING WEST, AND 4.1 M (13.5 FT) SOUTH OF UTILITY POLE NUMBER H
 QE1094'1584.
 QE1094'THE MARK IS 0.4 METERS  N FROM  A WITNESS POST
 QE1094'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 QE1094
 QE1094                          STATION RECOVERY (1990)
 QE1094
 QE1094'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCB)
 QE1094'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1093 ***********************************************************************
 QE1093  DESIGNATION -  5 A 22
 QE1093  PID         -  QE1093
 QE1093  STATE/COUNTY-  OR/LINCOLN
 QE1093  USGS QUAD   -  NEWPORT SOUTH (1984)
 QE1093
 QE1093                         *CURRENT SURVEY CONTROL
 QE1093  ___________________________________________________________________
 QE1093* NAD 83(1986)-  44 34 11.     (N)    124 04 03.     (W)     SCALED    
 QE1093* NAVD 88     -        32.213  (meters)     105.69   (feet)  ADJUSTED  
 QE1093  ___________________________________________________________________
 QE1093  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 QE1093  DYNAMIC HT  -          32.211 (meters)     105.68  (feet)  COMP
 QE1093  MODELED GRAV-     980,584.4   (mgal)                       NAVD 88
 QE1093
 QE1093  VERT ORDER  -  FIRST     CLASS II
 QE1093
 QE1093.The horizontal coordinates were scaled from a topographic map and have
 QE1093.an estimated accuracy of +/- 6 seconds.
 QE1093
 QE1093.The orthometric height was determined by differential leveling
 QE1093.and adjusted in June 1991.
 QE1093
 QE1093.The geoid height was determined by GEOID03.
 QE1093
 QE1093.The dynamic height is computed by dividing the NAVD 88
 QE1093.geopotential number by the normal gravity value computed on the
 QE1093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1093.degrees latitude (g = 980.6199 gals.).
 QE1093
 QE1093.The modeled gravity was interpolated from observed gravity values.
 QE1093
 QE1093;                    North         East    Units  Estimated Accuracy
 QE1093;SPC OR N     -   106,610.    2,216,720.      MT  (+/- 180 meters Scaled)
 QE1093
 QE1093                          SUPERSEDED SURVEY CONTROL
 QE1093
 QE1093.No superseded survey control is available for this station.
 QE1093
 QE1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ152357(NAD 83)
 QE1093_MARKER: DB = BENCH MARK DISK
 QE1093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE1093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE1093_STAMPING: 5A 22 1929
 QE1093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE1093+STABILITY: SURFACE MOTION
 QE1093
 QE1093  HISTORY     - Date     Condition        Report By
 QE1093  HISTORY     - 1929     MONUMENTED       CGS
 QE1093  HISTORY     - 1941     GOOD             NGS
 QE1093  HISTORY     - 1975     MARK NOT FOUND   NGS
 QE1093  HISTORY     - 1988     MARK NOT FOUND   NGS
 QE1093
 QE1093                          STATION DESCRIPTION
 QE1093
 QE1093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QE1093'4.9 MI S FROM NEWPORT.
 QE1093'ALONG U.S. HIGHWAY 101, 4.9 MILES SOUTH OF NEWPORT, AT SURVEY STATION
 QE1093'833, AT THE SOUTH END OF A CUT, 40 FEET EAST OF THE CENTER OF THE
 QE1093'ROAD, SET IN CONCRETE POST.  A 4X4 WITNESS POST WAS SET NEAR MARK.
 QE1093
 QE1093                          STATION RECOVERY (1975)
 QE1093
 QE1093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 QE1093'MARK NOT FOUND.
 QE1093
 QE1093                          STATION RECOVERY (1988)
 QE1093
 QE1093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QE1093'THE CONCRETE POST WAS FOUND IN THE GROUND WITH THE TOP BROKEN OFF.
 QE1093'THE DISK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1092 ***********************************************************************
 QE1092  DESIGNATION -  5 A 25
 QE1092  PID         -  QE1092
 QE1092  STATE/COUNTY-  OR/LINCOLN
 QE1092  USGS QUAD   -  NEWPORT SOUTH (1984)
 QE1092
 QE1092                         *CURRENT SURVEY CONTROL
 QE1092  ___________________________________________________________________
 QE1092* NAD 83(1986)-  44 33 21.     (N)    124 04 17.     (W)     SCALED    
 QE1092* NAVD 88     -        17.004  (meters)      55.79   (feet)  ADJUSTED  
 QE1092  ___________________________________________________________________
 QE1092  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 QE1092  DYNAMIC HT  -          17.003 (meters)      55.78  (feet)  COMP
 QE1092  MODELED GRAV-     980,581.2   (mgal)                       NAVD 88
 QE1092
 QE1092  VERT ORDER  -  FIRST     CLASS II
 QE1092
 QE1092.The horizontal coordinates were scaled from a topographic map and have
 QE1092.an estimated accuracy of +/- 6 seconds.
 QE1092
 QE1092.The orthometric height was determined by differential leveling
 QE1092.and adjusted in June 1991.
 QE1092.WARNING-Repeat measurements at this control monument indicate possible
 QE1092.vertical movement.
 QE1092
 QE1092.The geoid height was determined by GEOID03.
 QE1092
 QE1092.The dynamic height is computed by dividing the NAVD 88
 QE1092.geopotential number by the normal gravity value computed on the
 QE1092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1092.degrees latitude (g = 980.6199 gals.).
 QE1092
 QE1092.The modeled gravity was interpolated from observed gravity values.
 QE1092
 QE1092;                    North         East    Units  Estimated Accuracy
 QE1092;SPC OR N     -   105,080.    2,216,350.      MT  (+/- 180 meters Scaled)
 QE1092
 QE1092                          SUPERSEDED SURVEY CONTROL
 QE1092
 QE1092.No superseded survey control is available for this station.
 QE1092
 QE1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ149341(NAD 83)
 QE1092_MARKER: DD = SURVEY DISK
 QE1092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE1092_SP_SET: CONCRETE POST
 QE1092_STAMPING: 53 5A 25 1929
 QE1092_MARK LOGO: BPR   
 QE1092_PROJECTION: PROJECTING 5 CENTIMETERS
 QE1092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE1092+STABILITY: SURFACE MOTION
 QE1092
 QE1092  HISTORY     - Date     Condition        Report By
 QE1092  HISTORY     - 1929     MONUMENTED       BPR
 QE1092  HISTORY     - 1929     GOOD             NGS
 QE1092  HISTORY     - 1956     GOOD             NGS
 QE1092  HISTORY     - 1988     GOOD             NGS
 QE1092
 QE1092                          STATION DESCRIPTION
 QE1092
 QE1092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1929
 QE1092'5.8 MI S FROM NEWPORT.
 QE1092'40 FEET EAST OF CENTER LINE OF OREGON COAST HIGHWAY AT SOUTH END OF
 QE1092'CURVE 50 FEET EAST OF OLD SPRUCE RAIL ROAD.  NOTE-- 104 FEET SOUTH OF
 QE1092'A TURNOUT WEST, 107 FEET NORTH OF A POWER POLE AND ON EAST EDGE OF
 QE1092'POWER LINE CLEARING.
 QE1092
 QE1092                          STATION RECOVERY (1956)
 QE1092
 QE1092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 QE1092'RECOVERED IN GOOD CONDITION.
 QE1092
 QE1092                          STATION RECOVERY (1988)
 QE1092
 QE1092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QE1092'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  9.9 KM
 QE1092'(6.15 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM ITS JUNCTION WITH U.S.
 QE1092'HIGHWAY 20 IN NEWPORT, 52.5 M (172.2 FT) NORTH OF THE CENTER OF B
 QE1092'STREET, AND 12.2 M (40.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY.
 QE1092'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 QE1092'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1091 ***********************************************************************
 QE1091  DESIGNATION -  5 A 26
 QE1091  PID         -  QE1091
 QE1091  STATE/COUNTY-  OR/LINCOLN
 QE1091  USGS QUAD   -  NEWPORT SOUTH (1984)
 QE1091
 QE1091                         *CURRENT SURVEY CONTROL
 QE1091  ___________________________________________________________________
 QE1091* NAD 83(1986)-  44 33 21.     (N)    124 04 17.     (W)     SCALED    
 QE1091* NAVD 88     -        16.451  (meters)      53.97   (feet)  ADJUSTED  
 QE1091  ___________________________________________________________________
 QE1091  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 QE1091  DYNAMIC HT  -          16.450 (meters)      53.97  (feet)  COMP
 QE1091  MODELED GRAV-     980,581.2   (mgal)                       NAVD 88
 QE1091
 QE1091  VERT ORDER  -  FIRST     CLASS II
 QE1091
 QE1091.The horizontal coordinates were scaled from a topographic map and have
 QE1091.an estimated accuracy of +/- 6 seconds.
 QE1091
 QE1091.The orthometric height was determined by differential leveling
 QE1091.and adjusted in June 1991.
 QE1091
 QE1091.The geoid height was determined by GEOID03.
 QE1091
 QE1091.The dynamic height is computed by dividing the NAVD 88
 QE1091.geopotential number by the normal gravity value computed on the
 QE1091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1091.degrees latitude (g = 980.6199 gals.).
 QE1091
 QE1091.The modeled gravity was interpolated from observed gravity values.
 QE1091
 QE1091;                    North         East    Units  Estimated Accuracy
 QE1091;SPC OR N     -   105,080.    2,216,350.      MT  (+/- 180 meters Scaled)
 QE1091
 QE1091                          SUPERSEDED SURVEY CONTROL
 QE1091
 QE1091.No superseded survey control is available for this station.
 QE1091
 QE1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ149341(NAD 83)
 QE1091_MARKER: DB = BENCH MARK DISK
 QE1091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE1091_SP_SET: CONCRETE POST
 QE1091_STAMPING: 5A 26 1929
 QE1091_MARK LOGO: BPR   
 QE1091_PROJECTION: PROJECTING 13 CENTIMETERS
 QE1091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE1091+STABILITY: SURFACE MOTION
 QE1091
 QE1091  HISTORY     - Date     Condition        Report By
 QE1091  HISTORY     - 1929     MONUMENTED       CGS
 QE1091  HISTORY     - 1941     GOOD             NGS
 QE1091  HISTORY     - 1956     GOOD             NGS
 QE1091  HISTORY     - 1988     GOOD             NGS
 QE1091
 QE1091                          STATION DESCRIPTION
 QE1091
 QE1091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QE1091'5.9 MI S FROM NEWPORT.
 QE1091'ALONG U.S. HIGHWAY 101, 5.9 MILES SOUTH OF NEWPORT, AT SURVEY STATION
 QE1091'888, 40 FEET EAST OF THE CENTER OF THE ROAD, SET IN CONCRETE POST.  A
 QE1091'4X4 WITNESS POST WAS SET NEAR MARK.
 QE1091
 QE1091                          STATION RECOVERY (1956)
 QE1091
 QE1091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 QE1091'RECOVERED IN GOOD CONDITION.
 QE1091
 QE1091                          STATION RECOVERY (1988)
 QE1091
 QE1091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QE1091'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  9.9 KM
 QE1091'(6.15 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM ITS JUNCTION WITH U.S.
 QE1091'HIGHWAY 20 IN NEWPORT, 52.5 M (172.2 FT) NORTH OF THE EXTENDED CENTER
 QE1091'OF B STREET, AND 12.2 M (40.0 FT) WEST OF THE CENTERLINE OF THE
 QE1091'HIGHWAY.  NOTE--NOT LEVELED TO THIS SURVEY.
 QE1091'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 QE1091'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1089 ***********************************************************************
 QE1089  DESIGNATION -  5 A 28
 QE1089  PID         -  QE1089
 QE1089  STATE/COUNTY-  OR/LINCOLN
 QE1089  USGS QUAD   -  NEWPORT SOUTH (1984)
 QE1089
 QE1089                         *CURRENT SURVEY CONTROL
 QE1089  ___________________________________________________________________
 QE1089* NAD 83(1986)-  44 32 56.     (N)    124 04 22.     (W)     SCALED    
 QE1089* NAVD 88     -        17.488  (meters)      57.38   (feet)  ADJUSTED  
 QE1089  ___________________________________________________________________
 QE1089  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 QE1089  DYNAMIC HT  -          17.487 (meters)      57.37  (feet)  COMP
 QE1089  MODELED GRAV-     980,579.8   (mgal)                       NAVD 88
 QE1089
 QE1089  VERT ORDER  -  FIRST     CLASS II
 QE1089
 QE1089.The horizontal coordinates were scaled from a topographic map and have
 QE1089.an estimated accuracy of +/- 6 seconds.
 QE1089
 QE1089.The orthometric height was determined by differential leveling
 QE1089.and adjusted in June 1991.
 QE1089
 QE1089.The geoid height was determined by GEOID03.
 QE1089
 QE1089.The dynamic height is computed by dividing the NAVD 88
 QE1089.geopotential number by the normal gravity value computed on the
 QE1089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1089.degrees latitude (g = 980.6199 gals.).
 QE1089
 QE1089.The modeled gravity was interpolated from observed gravity values.
 QE1089
 QE1089;                    North         East    Units  Estimated Accuracy
 QE1089;SPC OR N     -   104,310.    2,216,200.      MT  (+/- 180 meters Scaled)
 QE1089
 QE1089                          SUPERSEDED SURVEY CONTROL
 QE1089
 QE1089.No superseded survey control is available for this station.
 QE1089
 QE1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ147333(NAD 83)
 QE1089_MARKER: DD = SURVEY DISK
 QE1089_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QE1089_SP_SET: MONUMENT
 QE1089_STAMPING: 54 5A 28 1929
 QE1089_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE1089
 QE1089  HISTORY     - Date     Condition        Report By
 QE1089  HISTORY     - 1929     MONUMENTED       BPR
 QE1089  HISTORY     - 1968     GOOD             NGS
 QE1089
 QE1089                          STATION DESCRIPTION
 QE1089
 QE1089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 QE1089'6.25 MI S FROM NEWPORT.
 QE1089'6.25 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE NEWPORT CITY HALL, 92
 QE1089'FEET NORTH OF POWER POLE NO. 8, 60 FEET WEST OF THE CENTER LINE OF
 QE1089'U.S. HIGHWAY 101, 12 FEET EAST OF R. M. 2 MORRISON AND 1 FOOT SOUTH OF
 QE1089'A WITNESS POST, SET IN A CYLINDRICAL CONCRETE MONUMENT THAT IS 7
 QE1089'INCHES IN DIAMETER AND PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1084 ***********************************************************************
 QE1084  DESIGNATION -  5 A 29
 QE1084  PID         -  QE1084
 QE1084  STATE/COUNTY-  OR/LINCOLN
 QE1084  USGS QUAD   -  NEWPORT SOUTH (1984)
 QE1084
 QE1084                         *CURRENT SURVEY CONTROL
 QE1084  ___________________________________________________________________
 QE1084* NAD 83(1986)-  44 32 36.     (N)    124 04 23.     (W)     SCALED    
 QE1084* NAVD 88     -        11.161  (meters)      36.62   (feet)  ADJUSTED  
 QE1084  ___________________________________________________________________
 QE1084  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 QE1084  DYNAMIC HT  -          11.160 (meters)      36.61  (feet)  COMP
 QE1084  MODELED GRAV-     980,578.8   (mgal)                       NAVD 88
 QE1084
 QE1084  VERT ORDER  -  FIRST     CLASS II
 QE1084
 QE1084.The horizontal coordinates were scaled from a topographic map and have
 QE1084.an estimated accuracy of +/- 6 seconds.
 QE1084
 QE1084.The orthometric height was determined by differential leveling
 QE1084.and adjusted in August 1995.
 QE1084
 QE1084.The geoid height was determined by GEOID03.
 QE1084
 QE1084.The dynamic height is computed by dividing the NAVD 88
 QE1084.geopotential number by the normal gravity value computed on the
 QE1084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1084.degrees latitude (g = 980.6199 gals.).
 QE1084
 QE1084.The modeled gravity was interpolated from observed gravity values.
 QE1084
 QE1084;                    North         East    Units  Estimated Accuracy
 QE1084;SPC OR N     -   103,700.    2,216,150.      MT  (+/- 180 meters Scaled)
 QE1084
 QE1084                          SUPERSEDED SURVEY CONTROL
 QE1084
 QE1084  NAVD 88 (06/15/91)   11.152  (m)           36.59   (f) UNKNOWN     1 2
 QE1084
 QE1084.Superseded values are not recommended for survey control.
 QE1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1084.See file dsdata.txt to determine how the superseded data were derived.
 QE1084
 QE1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ147327(NAD 83)
 QE1084_MARKER: DB = BENCH MARK DISK
 QE1084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE1084_SP_SET: CONCRETE POST
 QE1084_STAMPING: 5A 29 1929
 QE1084_MARK LOGO: BPR   
 QE1084_PROJECTION: PROJECTING 52 CENTIMETERS
 QE1084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE1084+STABILITY: SURFACE MOTION
 QE1084
 QE1084  HISTORY     - Date     Condition        Report By
 QE1084  HISTORY     - 1929     MONUMENTED       CGS
 QE1084  HISTORY     - 1941     GOOD             NGS
 QE1084  HISTORY     - 1985     GOOD             USPSQD
 QE1084  HISTORY     - 1988     POOR             NGS
 QE1084  HISTORY     - 1990     GOOD             USPSQD
 QE1084
 QE1084                          STATION DESCRIPTION
 QE1084
 QE1084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QE1084'6.7 MI S FROM NEWPORT.
 QE1084'ALONG U. S. HIGHWAY 101, 6.7 MILES SOUTH OF NEWPORT, 40 FEET EAST OF
 QE1084'THE CENTER OF THE ROAD, SET IN CONCRETE POST.  A 4X4 WITNESS POST WAS
 QE1084'SET NEAR MARK.
 QE1084
 QE1084                          STATION RECOVERY (1985)
 QE1084
 QE1084'RECOVERY NOTE BY US POWER SQUADRON 1985
 QE1084'RECOVERED IN GOOD CONDITION.
 QE1084
 QE1084                          STATION RECOVERY (1988)
 QE1084
 QE1084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QE1084'RECOVERED IN POOR CONDITION.  A NEW DESCRIPTION FOLLOWS.  11.4 KM
 QE1084'(7.10 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM ITS JUNCTION WITH U.S.
 QE1084'HIGHWAY 20 IN NEWPORT, ON TOP OF A SMALL MOUND OF DIRT PROJECTING 3
 QE1084'FEET WITH A FEW ROCKS AROUND THE BASE, AND 12.2 M (40.0 FT) EAST OF
 QE1084'THE CENTERLINE OF THE HIGHWAY.  NOTE--THE MARK IS VERY LOOSE IN THE
 QE1084'GROUND AND NO LONGER MEETS NGS STANDARDS AND WAS NOT LEVELED TO THIS
 QE1084'SURVEY.
 QE1084'THE MARK IS 0.5 METERS  W FROM  A WITNESS POST
 QE1084'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 QE1084
 QE1084                          STATION RECOVERY (1990)
 QE1084
 QE1084'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCB)
 QE1084'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1103 ***********************************************************************
 QE1103  DESIGNATION -  5 A 3
 QE1103  PID         -  QE1103
 QE1103  STATE/COUNTY-  OR/LINCOLN
 QE1103  USGS QUAD   -  NEWPORT SOUTH (1984)
 QE1103
 QE1103                         *CURRENT SURVEY CONTROL
 QE1103  ___________________________________________________________________
 QE1103* NAD 83(1986)-  44 36 40.     (N)    124 03 01.     (W)     SCALED    
 QE1103* NAVD 88     -         7.266  (meters)      23.84   (feet)  ADJUSTED  
 QE1103  ___________________________________________________________________
 QE1103  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 QE1103  DYNAMIC HT  -           7.266 (meters)      23.84  (feet)  COMP
 QE1103  MODELED GRAV-     980,593.8   (mgal)                       NAVD 88
 QE1103
 QE1103  VERT ORDER  -  FIRST     CLASS II
 QE1103
 QE1103.The horizontal coordinates were scaled from a topographic map and have
 QE1103.an estimated accuracy of +/- 6 seconds.
 QE1103
 QE1103.The orthometric height was determined by differential leveling
 QE1103.and adjusted in June 1991.
 QE1103
 QE1103.The geoid height was determined by GEOID03.
 QE1103
 QE1103.The dynamic height is computed by dividing the NAVD 88
 QE1103.geopotential number by the normal gravity value computed on the
 QE1103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1103.degrees latitude (g = 980.6199 gals.).
 QE1103
 QE1103.The modeled gravity was interpolated from observed gravity values.
 QE1103
 QE1103;                    North         East    Units  Estimated Accuracy
 QE1103;SPC OR N     -   111,140.    2,218,290.      MT  (+/- 180 meters Scaled)
 QE1103
 QE1103                          SUPERSEDED SURVEY CONTROL
 QE1103
 QE1103.No superseded survey control is available for this station.
 QE1103
 QE1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ166402(NAD 83)
 QE1103_MARKER: DB = BENCH MARK DISK
 QE1103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE1103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE1103_STAMPING: 5A 3 1929
 QE1103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE1103+STABILITY: SURFACE MOTION
 QE1103
 QE1103  HISTORY     - Date     Condition        Report By
 QE1103  HISTORY     - 1929     MONUMENTED       CGS
 QE1103  HISTORY     - 1941     GOOD             NGS
 QE1103  HISTORY     - 1975     MARK NOT FOUND   NGS
 QE1103  HISTORY     - 1988     MARK NOT FOUND   NGS
 QE1103
 QE1103                          STATION DESCRIPTION
 QE1103
 QE1103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QE1103'1.7 MI S FROM NEWPORT.
 QE1103'ALONG U. S. HIGHWAY 101, 1.7 MILES SOUTH OF NEWPORT CITY HALL, 500
 QE1103'FEET NORTH OF THE JUNCTION WITH OLD HIGHWAY, 40 FEET EAST OF THE
 QE1103'CENTER OF THE OLD HIGHWAY AT SURVEY STATION 661, SET IN CONCRETE POST.
 QE1103'A 4X4 WITNESS POST WAS SET NEAR MARK.
 QE1103
 QE1103                          STATION RECOVERY (1975)
 QE1103
 QE1103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 QE1103'MARK NOT FOUND.
 QE1103
 QE1103                          STATION RECOVERY (1988)
 QE1103
 QE1103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QE1103'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1083 ***********************************************************************
 QE1083  DESIGNATION -  5 A 30
 QE1083  PID         -  QE1083
 QE1083  STATE/COUNTY-  OR/LINCOLN
 QE1083  USGS QUAD   -  NEWPORT SOUTH (1984)
 QE1083
 QE1083                         *CURRENT SURVEY CONTROL
 QE1083  ___________________________________________________________________
 QE1083* NAD 83(1986)-  44 32 36.     (N)    124 04 23.     (W)     SCALED    
 QE1083* NAVD 88     -        12.941  (meters)      42.46   (feet)  ADJUSTED  
 QE1083  ___________________________________________________________________
 QE1083  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 QE1083  DYNAMIC HT  -          12.940 (meters)      42.45  (feet)  COMP
 QE1083  MODELED GRAV-     980,578.8   (mgal)                       NAVD 88
 QE1083
 QE1083  VERT ORDER  -  FIRST     CLASS II
 QE1083
 QE1083.The horizontal coordinates were scaled from a topographic map and have
 QE1083.an estimated accuracy of +/- 6 seconds.
 QE1083
 QE1083.The orthometric height was determined by differential leveling
 QE1083.and adjusted in June 1991.
 QE1083
 QE1083.The geoid height was determined by GEOID03.
 QE1083
 QE1083.The dynamic height is computed by dividing the NAVD 88
 QE1083.geopotential number by the normal gravity value computed on the
 QE1083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1083.degrees latitude (g = 980.6199 gals.).
 QE1083
 QE1083.The modeled gravity was interpolated from observed gravity values.
 QE1083
 QE1083;                    North         East    Units  Estimated Accuracy
 QE1083;SPC OR N     -   103,700.    2,216,150.      MT  (+/- 180 meters Scaled)
 QE1083
 QE1083                          SUPERSEDED SURVEY CONTROL
 QE1083
 QE1083.No superseded survey control is available for this station.
 QE1083
 QE1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ147327(NAD 83)
 QE1083_MARKER: DB = BENCH MARK DISK
 QE1083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE1083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE1083_STAMPING: 5A 30 1929
 QE1083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE1083+STABILITY: SURFACE MOTION
 QE1083
 QE1083  HISTORY     - Date     Condition        Report By
 QE1083  HISTORY     - UNK      MONUMENTED       CGS
 QE1083  HISTORY     - 1941     GOOD             NGS
 QE1083  HISTORY     - 1956     MARK NOT FOUND   NGS
 QE1083  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 QE1083
 QE1083                          STATION DESCRIPTION
 QE1083
 QE1083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QE1083'6.7 MI S FROM NEWPORT.
 QE1083'ALONG U. S. HIGHWAY 101, 6.7 MILES SOUTH OF NEWPORT, 42 FEET WEST OF
 QE1083'THE CENTER OF THE ROAD, 5 FEET ABOVE ROAD LEVEL, SET IN CONCRETE POST.
 QE1083'A 4X4 WHITE WITNESS POST WAS SET NEAR MARK.
 QE1083
 QE1083                          STATION RECOVERY (1956)
 QE1083
 QE1083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 QE1083'MARK NOT FOUND.
 QE1083
 QE1083                          STATION RECOVERY (1985)
 QE1083
 QE1083'RECOVERY NOTE BY US POWER SQUADRON 1985
 QE1083'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1082 ***********************************************************************
 QE1082  DESIGNATION -  5 A 31
 QE1082  PID         -  QE1082
 QE1082  STATE/COUNTY-  OR/LINCOLN
 QE1082  USGS QUAD   -  NEWPORT SOUTH (1984)
 QE1082
 QE1082                         *CURRENT SURVEY CONTROL
 QE1082  ___________________________________________________________________
 QE1082* NAD 83(1986)-  44 32 34.     (N)    124 04 26.     (W)     SCALED    
 QE1082* NAVD 88     -        12.073  (meters)      39.61   (feet)  ADJUSTED  
 QE1082  ___________________________________________________________________
 QE1082  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 QE1082  DYNAMIC HT  -          12.073 (meters)      39.61  (feet)  COMP
 QE1082  MODELED GRAV-     980,578.5   (mgal)                       NAVD 88
 QE1082
 QE1082  VERT ORDER  -  FIRST     CLASS II
 QE1082
 QE1082.The horizontal coordinates were scaled from a topographic map and have
 QE1082.an estimated accuracy of +/- 6 seconds.
 QE1082
 QE1082.The orthometric height was determined by differential leveling
 QE1082.and adjusted in June 1991.
 QE1082
 QE1082.The geoid height was determined by GEOID03.
 QE1082
 QE1082.The dynamic height is computed by dividing the NAVD 88
 QE1082.geopotential number by the normal gravity value computed on the
 QE1082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1082.degrees latitude (g = 980.6199 gals.).
 QE1082
 QE1082.The modeled gravity was interpolated from observed gravity values.
 QE1082
 QE1082;                    North         East    Units  Estimated Accuracy
 QE1082;SPC OR N     -   103,640.    2,216,080.      MT  (+/- 180 meters Scaled)
 QE1082
 QE1082                          SUPERSEDED SURVEY CONTROL
 QE1082
 QE1082.No superseded survey control is available for this station.
 QE1082
 QE1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ146327(NAD 83)
 QE1082_MARKER: DB = BENCH MARK DISK
 QE1082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE1082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE1082_STAMPING: 5A 31 1929
 QE1082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE1082+STABILITY: SURFACE MOTION
 QE1082
 QE1082  HISTORY     - Date     Condition        Report By
 QE1082  HISTORY     - 1929     MONUMENTED       CGS
 QE1082  HISTORY     - 1941     GOOD             NGS
 QE1082  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 QE1082  HISTORY     - 1988     MARK NOT FOUND   NGS
 QE1082
 QE1082                          STATION DESCRIPTION
 QE1082
 QE1082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QE1082'6.8 MI S FROM NEWPORT.
 QE1082'ALONG U. S. HIGHWAY 101, 6.8 MILES SOUTH OF NEWPORT, AT SURVEY STATION
 QE1082'936, 40 FEET EAST OF THE CENTER OF THE HIGHWAY, SET IN CONCRETE POST.
 QE1082'A 4X4 WHITE WITNESS POST WAS SET NEAR MARK.
 QE1082
 QE1082                          STATION RECOVERY (1985)
 QE1082
 QE1082'RECOVERY NOTE BY US POWER SQUADRON 1985
 QE1082'MARK NOT FOUND.
 QE1082
 QE1082                          STATION RECOVERY (1988)
 QE1082
 QE1082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QE1082'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1081 ***********************************************************************
 QE1081  DESIGNATION -  5 A 32
 QE1081  PID         -  QE1081
 QE1081  STATE/COUNTY-  OR/LINCOLN
 QE1081  USGS QUAD   -  NEWPORT SOUTH (1984)
 QE1081
 QE1081                         *CURRENT SURVEY CONTROL
 QE1081  ___________________________________________________________________
 QE1081* NAD 83(1986)-  44 32 36.     (N)    124 04 23.     (W)     SCALED    
 QE1081* NAVD 88     -        14.317  (meters)      46.97   (feet)  ADJUSTED  
 QE1081  ___________________________________________________________________
 QE1081  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 QE1081  DYNAMIC HT  -          14.317 (meters)      46.97  (feet)  COMP
 QE1081  MODELED GRAV-     980,578.8   (mgal)                       NAVD 88
 QE1081
 QE1081  VERT ORDER  -  FIRST     CLASS II
 QE1081
 QE1081.The horizontal coordinates were scaled from a topographic map and have
 QE1081.an estimated accuracy of +/- 6 seconds.
 QE1081
 QE1081.The orthometric height was determined by differential leveling
 QE1081.and adjusted in June 1991.
 QE1081
 QE1081.The geoid height was determined by GEOID03.
 QE1081
 QE1081.The dynamic height is computed by dividing the NAVD 88
 QE1081.geopotential number by the normal gravity value computed on the
 QE1081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1081.degrees latitude (g = 980.6199 gals.).
 QE1081
 QE1081.The modeled gravity was interpolated from observed gravity values.
 QE1081
 QE1081;                    North         East    Units  Estimated Accuracy
 QE1081;SPC OR N     -   103,700.    2,216,150.      MT  (+/- 180 meters Scaled)
 QE1081
 QE1081                          SUPERSEDED SURVEY CONTROL
 QE1081
 QE1081.No superseded survey control is available for this station.
 QE1081
 QE1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ147327(NAD 83)
 QE1081_MARKER: DD = SURVEY DISK
 QE1081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE1081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE1081_STAMPING: 44 5A 32 1929
 QE1081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE1081+STABILITY: SURFACE MOTION
 QE1081
 QE1081  HISTORY     - Date     Condition        Report By
 QE1081  HISTORY     - 1929     MONUMENTED       BPR
 QE1081  HISTORY     - 1929     GOOD             NGS
 QE1081  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 QE1081  HISTORY     - 1988     MARK NOT FOUND   NGS
 QE1081
 QE1081                          STATION DESCRIPTION
 QE1081
 QE1081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1929
 QE1081'6.8 MI S FROM NEWPORT.
 QE1081'40 FEET WEST OF CENTER LINE OF OREGON COAST HIGHWAY AT STATION NO. 936
 QE1081'PLUS 43.
 QE1081
 QE1081                          STATION RECOVERY (1985)
 QE1081
 QE1081'RECOVERY NOTE BY US POWER SQUADRON 1985
 QE1081'MARK NOT FOUND.
 QE1081
 QE1081                          STATION RECOVERY (1988)
 QE1081
 QE1081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QE1081'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1080 ***********************************************************************
 QE1080  DESIGNATION -  5 A 33
 QE1080  PID         -  QE1080
 QE1080  STATE/COUNTY-  OR/LINCOLN
 QE1080  USGS QUAD   -  NEWPORT SOUTH (1984)
 QE1080
 QE1080                         *CURRENT SURVEY CONTROL
 QE1080  ___________________________________________________________________
 QE1080* NAD 83(1986)-  44 32 07.     (N)    124 04 28.     (W)     SCALED    
 QE1080* NAVD 88     -        14.631  (meters)      48.00   (feet)  ADJUSTED  
 QE1080  ___________________________________________________________________
 QE1080  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 QE1080  DYNAMIC HT  -          14.631 (meters)      48.00  (feet)  COMP
 QE1080  MODELED GRAV-     980,577.1   (mgal)                       NAVD 88
 QE1080
 QE1080  VERT ORDER  -  FIRST     CLASS II
 QE1080
 QE1080.The horizontal coordinates were scaled from a topographic map and have
 QE1080.an estimated accuracy of +/- 6 seconds.
 QE1080
 QE1080.The orthometric height was determined by differential leveling
 QE1080.and adjusted in June 1991.
 QE1080
 QE1080.The geoid height was determined by GEOID03.
 QE1080
 QE1080.The dynamic height is computed by dividing the NAVD 88
 QE1080.geopotential number by the normal gravity value computed on the
 QE1080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1080.degrees latitude (g = 980.6199 gals.).
 QE1080
 QE1080.The modeled gravity was interpolated from observed gravity values.
 QE1080
 QE1080;                    North         East    Units  Estimated Accuracy
 QE1080;SPC OR N     -   102,810.    2,216,000.      MT  (+/- 180 meters Scaled)
 QE1080
 QE1080                          SUPERSEDED SURVEY CONTROL
 QE1080
 QE1080.No superseded survey control is available for this station.
 QE1080
 QE1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ146318(NAD 83)
 QE1080_MARKER: DB = BENCH MARK DISK
 QE1080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE1080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE1080_STAMPING: 5A 33 1929
 QE1080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE1080+STABILITY: SURFACE MOTION
 QE1080
 QE1080  HISTORY     - Date     Condition        Report By
 QE1080  HISTORY     - 1929     MONUMENTED       CGS
 QE1080  HISTORY     - 1941     GOOD             NGS
 QE1080  HISTORY     - 1988     MARK NOT FOUND   NGS
 QE1080
 QE1080                          STATION DESCRIPTION
 QE1080
 QE1080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QE1080'7.2 MI S FROM NEWPORT.
 QE1080'ALONG U. S. HIGHWAY 101, 7.2 MILES SOUTH OF NEWPORT, 42 FEET EAST OF
 QE1080'THE CENTER OF THE HIGHWAY, SET IN CONCRETE POST.  A 4X4 WHITE WITNESS
 QE1080'POST WAS SET NEAR MARK.
 QE1080
 QE1080                          STATION RECOVERY (1988)
 QE1080
 QE1080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QE1080'THERE HAS BEEN ROAD CONSTRUCTION AND DENBAR LANE IS NOW AT THIS
 QE1080'LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1079 ***********************************************************************
 QE1079  DESIGNATION -  5 A 34
 QE1079  PID         -  QE1079
 QE1079  STATE/COUNTY-  OR/LINCOLN
 QE1079  USGS QUAD   -  NEWPORT SOUTH (1984)
 QE1079
 QE1079                         *CURRENT SURVEY CONTROL
 QE1079  ___________________________________________________________________
 QE1079* NAD 83(1986)-  44 32 05.     (N)    124 04 28.     (W)     SCALED    
 QE1079* NAVD 88     -        14.002  (meters)      45.94   (feet)  ADJUSTED  
 QE1079  ___________________________________________________________________
 QE1079  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 QE1079  DYNAMIC HT  -          14.001 (meters)      45.93  (feet)  COMP
 QE1079  MODELED GRAV-     980,577.0   (mgal)                       NAVD 88
 QE1079
 QE1079  VERT ORDER  -  FIRST     CLASS II
 QE1079
 QE1079.The horizontal coordinates were scaled from a topographic map and have
 QE1079.an estimated accuracy of +/- 6 seconds.
 QE1079
 QE1079.The orthometric height was determined by differential leveling
 QE1079.and adjusted in June 1991.
 QE1079.WARNING-Repeat measurements at this control monument indicate possible
 QE1079.vertical movement.
 QE1079
 QE1079.The geoid height was determined by GEOID03.
 QE1079
 QE1079.The dynamic height is computed by dividing the NAVD 88
 QE1079.geopotential number by the normal gravity value computed on the
 QE1079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1079.degrees latitude (g = 980.6199 gals.).
 QE1079
 QE1079.The modeled gravity was interpolated from observed gravity values.
 QE1079
 QE1079;                    North         East    Units  Estimated Accuracy
 QE1079;SPC OR N     -   102,740.    2,216,000.      MT  (+/- 180 meters Scaled)
 QE1079
 QE1079                          SUPERSEDED SURVEY CONTROL
 QE1079
 QE1079  NGVD 29 (??/??/92)   12.794  (m)           41.98   (f) ADJ UNCH    1 2
 QE1079
 QE1079.Superseded values are not recommended for survey control.
 QE1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1079.See file dsdata.txt to determine how the superseded data were derived.
 QE1079
 QE1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ146318(NAD 83)
 QE1079_MARKER: DD = SURVEY DISK
 QE1079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE1079_SP_SET: CONCRETE POST
 QE1079_STAMPING: 43 5A 34 1929
 QE1079_MARK LOGO: BPR   
 QE1079_PROJECTION: PROJECTING 17 CENTIMETERS
 QE1079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE1079+STABILITY: SURFACE MOTION
 QE1079
 QE1079  HISTORY     - Date     Condition        Report By
 QE1079  HISTORY     - 1929     MONUMENTED       BPR
 QE1079  HISTORY     - 1929     GOOD             NGS
 QE1079  HISTORY     - 1988     GOOD             NGS
 QE1079
 QE1079                          STATION DESCRIPTION
 QE1079
 QE1079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1929
 QE1079'7.3 MI S FROM NEWPORT.
 QE1079'40 FEET WEST OF CENTER LINE OF OREGON COAST HIGHWAY AT STATION NO.
 QE1079'962.
 QE1079
 QE1079                          STATION RECOVERY (1988)
 QE1079
 QE1079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QE1079'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  12.3 KM
 QE1079'(7.65 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM ITS JUNCTION WITH U.S.
 QE1079'HIGHWAY 20 IN NEWPORT, OR 12.9 KM (8.00 MI) NORTHERLY ALONG U.S.
 QE1079'HIGHWAY 101 FROM ITS JUNCTION WITH STATE HIGHWAY 34 IN WALDPORT, 11.9
 QE1079'M (39.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 2.1 M (6.9 FT)
 QE1079'SOUTH-SOUTHEAST OF A UTILITY POLE, AND 2.0 M (6.6 FT) NORTH OF THE
 QE1079'EXTENDED CENTER OF DENBAR LANE.
 QE1079'THE MARK IS 0.4 METERS  E FROM  A WITNESS POST
 QE1079'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1078 ***********************************************************************
 QE1078  DESIGNATION -  5 A 35
 QE1078  PID         -  QE1078
 QE1078  STATE/COUNTY-  OR/LINCOLN
 QE1078  USGS QUAD   -  NEWPORT SOUTH (1984)
 QE1078
 QE1078                         *CURRENT SURVEY CONTROL
 QE1078  ___________________________________________________________________
 QE1078* NAD 83(1986)-  44 31 53.     (N)    124 04 28.     (W)     SCALED    
 QE1078* NAVD 88     -         8.306  (meters)      27.25   (feet)  ADJUSTED  
 QE1078  ___________________________________________________________________
 QE1078  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 QE1078  DYNAMIC HT  -           8.306 (meters)      27.25  (feet)  COMP
 QE1078  MODELED GRAV-     980,576.5   (mgal)                       NAVD 88
 QE1078
 QE1078  VERT ORDER  -  FIRST     CLASS II
 QE1078
 QE1078.The horizontal coordinates were scaled from a topographic map and have
 QE1078.an estimated accuracy of +/- 6 seconds.
 QE1078
 QE1078.The orthometric height was determined by differential leveling
 QE1078.and adjusted in June 1991.
 QE1078.WARNING-Repeat measurements at this control monument indicate possible
 QE1078.vertical movement.
 QE1078
 QE1078.The geoid height was determined by GEOID03.
 QE1078
 QE1078.The dynamic height is computed by dividing the NAVD 88
 QE1078.geopotential number by the normal gravity value computed on the
 QE1078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1078.degrees latitude (g = 980.6199 gals.).
 QE1078
 QE1078.The modeled gravity was interpolated from observed gravity values.
 QE1078
 QE1078;                    North         East    Units  Estimated Accuracy
 QE1078;SPC OR N     -   102,370.    2,215,980.      MT  (+/- 180 meters Scaled)
 QE1078
 QE1078                          SUPERSEDED SURVEY CONTROL
 QE1078
 QE1078  NGVD 29 (??/??/92)    7.103  (m)           23.30   (f) ADJ UNCH    1 2
 QE1078
 QE1078.Superseded values are not recommended for survey control.
 QE1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1078.See file dsdata.txt to determine how the superseded data were derived.
 QE1078
 QE1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ146314(NAD 83)
 QE1078_MARKER: DD = SURVEY DISK
 QE1078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE1078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE1078_STAMPING: 24 5A 35 1929
 QE1078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE1078+STABILITY: SURFACE MOTION
 QE1078
 QE1078  HISTORY     - Date     Condition        Report By
 QE1078  HISTORY     - 1929     MONUMENTED       BPR
 QE1078  HISTORY     - 1929     GOOD             NGS
 QE1078  HISTORY     - 1988     MARK NOT FOUND   NGS
 QE1078
 QE1078                          STATION DESCRIPTION
 QE1078
 QE1078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1929
 QE1078'7.6 MI S FROM NEWPORT.
 QE1078'40 FEET EAST OF CENTER LINE OF OREGON COAST HIGHWAY.  AT STATION NO.
 QE1078'974 PLUS 50.  40 FEET WEST OF OLD SPRUCE RAIL ROAD.
 QE1078
 QE1078                          STATION RECOVERY (1988)
 QE1078
 QE1078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QE1078'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1077 ***********************************************************************
 QE1077  DESIGNATION -  5 A 36
 QE1077  PID         -  QE1077
 QE1077  STATE/COUNTY-  OR/LINCOLN
 QE1077  USGS QUAD   -  NEWPORT SOUTH (1984)
 QE1077
 QE1077                         *CURRENT SURVEY CONTROL
 QE1077  ___________________________________________________________________
 QE1077* NAD 83(1986)-  44 31 50.     (N)    124 04 31.     (W)     SCALED    
 QE1077* NAVD 88     -         7.356  (meters)      24.13   (feet)  ADJUSTED  
 QE1077  ___________________________________________________________________
 QE1077  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 QE1077  DYNAMIC HT  -           7.356 (meters)      24.13  (feet)  COMP
 QE1077  MODELED GRAV-     980,576.2   (mgal)                       NAVD 88
 QE1077
 QE1077  VERT ORDER  -  FIRST     CLASS II
 QE1077
 QE1077.The horizontal coordinates were scaled from a topographic map and have
 QE1077.an estimated accuracy of +/- 6 seconds.
 QE1077
 QE1077.The orthometric height was determined by differential leveling
 QE1077.and adjusted in June 1991.
 QE1077
 QE1077.The geoid height was determined by GEOID03.
 QE1077
 QE1077.The dynamic height is computed by dividing the NAVD 88
 QE1077.geopotential number by the normal gravity value computed on the
 QE1077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1077.degrees latitude (g = 980.6199 gals.).
 QE1077
 QE1077.The modeled gravity was interpolated from observed gravity values.
 QE1077
 QE1077;                    North         East    Units  Estimated Accuracy
 QE1077;SPC OR N     -   102,290.    2,215,910.      MT  (+/- 180 meters Scaled)
 QE1077
 QE1077                          SUPERSEDED SURVEY CONTROL
 QE1077
 QE1077  NGVD 29 (??/??/92)    6.135  (m)           20.13   (f) ADJ UNCH    1 2
 QE1077
 QE1077.Superseded values are not recommended for survey control.
 QE1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1077.See file dsdata.txt to determine how the superseded data were derived.
 QE1077
 QE1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ145313(NAD 83)
 QE1077_MARKER: DB = BENCH MARK DISK
 QE1077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE1077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE1077_STAMPING: 5A 36 1929
 QE1077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE1077+STABILITY: SURFACE MOTION
 QE1077
 QE1077  HISTORY     - Date     Condition        Report By
 QE1077  HISTORY     - 1929     MONUMENTED       CGS
 QE1077  HISTORY     - 1941     GOOD             NGS
 QE1077  HISTORY     - 1956     MARK NOT FOUND   NGS
 QE1077  HISTORY     - 1988     MARK NOT FOUND   NGS
 QE1077
 QE1077                          STATION DESCRIPTION
 QE1077
 QE1077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QE1077'7.7 MI S FROM NEWPORT.
 QE1077'ALONG U. S. HIGHWAY 101, 7.7 MILES SOUTH OF NEWPORT, AT SURVEY STATION
 QE1077'989, 40 FEET WEST OF THE CENTER OF THE ROAD, SET IN CONCRETE POST. A
 QE1077'4X4 WITNESS POST WAS SET NEAR MARK.
 QE1077
 QE1077                          STATION RECOVERY (1956)
 QE1077
 QE1077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 QE1077'MARK NOT FOUND.
 QE1077
 QE1077                          STATION RECOVERY (1988)
 QE1077
 QE1077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QE1077'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1076 ***********************************************************************
 QE1076  DESIGNATION -  5 A 38
 QE1076  PID         -  QE1076
 QE1076  STATE/COUNTY-  OR/LINCOLN
 QE1076  USGS QUAD   -  NEWPORT SOUTH (1984)
 QE1076
 QE1076                         *CURRENT SURVEY CONTROL
 QE1076  ___________________________________________________________________
 QE1076* NAD 83(1986)-  44 31 37.     (N)    124 04 27.     (W)     SCALED    
 QE1076* NAVD 88     -         5.660  (meters)      18.57   (feet)  ADJUSTED  
 QE1076  ___________________________________________________________________
 QE1076  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 QE1076  DYNAMIC HT  -           5.660 (meters)      18.57  (feet)  COMP
 QE1076  MODELED GRAV-     980,575.8   (mgal)                       NAVD 88
 QE1076
 QE1076  VERT ORDER  -  FIRST     CLASS II
 QE1076
 QE1076.The horizontal coordinates were scaled from a topographic map and have
 QE1076.an estimated accuracy of +/- 6 seconds.
 QE1076
 QE1076.The orthometric height was determined by differential leveling
 QE1076.and adjusted in June 1991.
 QE1076
 QE1076.The geoid height was determined by GEOID03.
 QE1076
 QE1076.The dynamic height is computed by dividing the NAVD 88
 QE1076.geopotential number by the normal gravity value computed on the
 QE1076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1076.degrees latitude (g = 980.6199 gals.).
 QE1076
 QE1076.The modeled gravity was interpolated from observed gravity values.
 QE1076
 QE1076;                    North         East    Units  Estimated Accuracy
 QE1076;SPC OR N     -   101,880.    2,215,980.      MT  (+/- 180 meters Scaled)
 QE1076
 QE1076                          SUPERSEDED SURVEY CONTROL
 QE1076
 QE1076  NGVD 29 (??/??/92)    4.462  (m)           14.64   (f) ADJ UNCH    1 2
 QE1076
 QE1076.Superseded values are not recommended for survey control.
 QE1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1076.See file dsdata.txt to determine how the superseded data were derived.
 QE1076
 QE1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ146309(NAD 83)
 QE1076_MARKER: DB = BENCH MARK DISK
 QE1076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE1076_SP_SET: CONCRETE POST
 QE1076_STAMPING: 15 5A 38 1929
 QE1076_MARK LOGO: BPR   
 QE1076_PROJECTION: PROJECTING 18 CENTIMETERS
 QE1076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE1076+STABILITY: SURFACE MOTION
 QE1076
 QE1076  HISTORY     - Date     Condition        Report By
 QE1076  HISTORY     - 1929     MONUMENTED       BPR
 QE1076  HISTORY     - 1929     GOOD             NGS
 QE1076  HISTORY     - 1975     GOOD             NGS
 QE1076  HISTORY     - 1988     GOOD             NGS
 QE1076
 QE1076                          STATION DESCRIPTION
 QE1076
 QE1076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1929
 QE1076'7.8 MI S FROM WALDPORT.
 QE1076'40 FEET WEST OF CENTER OF OREGON COAST HIGHWAY.  AT STATION 989 PLUS
 QE1076'50 AT THE NORTH END OF LONG CURVE TO THE EAST.
 QE1076
 QE1076                          STATION RECOVERY (1975)
 QE1076
 QE1076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 QE1076'RECOVERED IN GOOD CONDITION.
 QE1076
 QE1076                          STATION RECOVERY (1988)
 QE1076
 QE1076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QE1076'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  12.1 KM
 QE1076'(7.50 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM ITS JUNCTION WITH
 QE1076'STATE HIGHWAY 34 IN WALDPORT, AT THE NORTH END OF A LONG CURVE, 32.4
 QE1076'M (106.3 FT) NORTH OF A UTILITY POLE WITH A GUY WIRE, AND 13.0 M
 QE1076'(42.7 FT) WEST OF THE CENTERLINE OF THE HIGHWAY.
 QE1076'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 QE1076'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1102 ***********************************************************************
 QE1102  DESIGNATION -  5 A 4
 QE1102  PID         -  QE1102
 QE1102  STATE/COUNTY-  OR/LINCOLN
 QE1102  USGS QUAD   -  NEWPORT SOUTH (1984)
 QE1102
 QE1102                         *CURRENT SURVEY CONTROL
 QE1102  ___________________________________________________________________
 QE1102* NAD 83(1986)-  44 36 40.     (N)    124 03 02.     (W)     SCALED    
 QE1102* NAVD 88     -         5.487  (meters)      18.00   (feet)  ADJUSTED  
 QE1102  ___________________________________________________________________
 QE1102  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 QE1102  DYNAMIC HT  -           5.486 (meters)      18.00  (feet)  COMP
 QE1102  MODELED GRAV-     980,593.8   (mgal)                       NAVD 88
 QE1102
 QE1102  VERT ORDER  -  FIRST     CLASS II
 QE1102
 QE1102.The horizontal coordinates were scaled from a topographic map and have
 QE1102.an estimated accuracy of +/- 6 seconds.
 QE1102
 QE1102.The orthometric height was determined by differential leveling
 QE1102.and adjusted in June 1991.
 QE1102
 QE1102.The geoid height was determined by GEOID03.
 QE1102
 QE1102.The dynamic height is computed by dividing the NAVD 88
 QE1102.geopotential number by the normal gravity value computed on the
 QE1102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1102.degrees latitude (g = 980.6199 gals.).
 QE1102
 QE1102.The modeled gravity was interpolated from observed gravity values.
 QE1102
 QE1102;                    North         East    Units  Estimated Accuracy
 QE1102;SPC OR N     -   111,140.    2,218,270.      MT  (+/- 180 meters Scaled)
 QE1102
 QE1102                          SUPERSEDED SURVEY CONTROL
 QE1102
 QE1102.No superseded survey control is available for this station.
 QE1102
 QE1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ166402(NAD 83)
 QE1102_MARKER: DD = SURVEY DISK
 QE1102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE1102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE1102_STAMPING: 15 5A 4 1929
 QE1102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE1102+STABILITY: SURFACE MOTION
 QE1102
 QE1102  HISTORY     - Date     Condition        Report By
 QE1102  HISTORY     - 1929     MONUMENTED       BPR
 QE1102  HISTORY     - 1937     POOR             NGS
 QE1102  HISTORY     - 1975     MARK NOT FOUND   NGS
 QE1102  HISTORY     - 1988     MARK NOT FOUND   NGS
 QE1102
 QE1102                          STATION DESCRIPTION
 QE1102
 QE1102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 QE1102'1.7 MI S FROM NEWPORT.
 QE1102'ABOUT 1.7 MILES SOUTH ALONG OREGON COAST HIGHWAY FROM NEWPORT CITY
 QE1102'HALL, 80 FEET EAST OF HIGHWAY CENTER, 40 FEET WEST OF CENTER OF OLD
 QE1102'HIGHWAY AT SURVEY STATION 661 PLUS 54, AT SOUTH EDGE OF EAST-WEST ROAD
 QE1102'CONNECTING TWO HIGHWAYS.  DISK STAMPED 15 5A 4 1929.  NOTE-- CONCRETE
 QE1102'POST BROKEN.  NOTE-- CHANGE OF MILEAGE ACCOUNT OF NEW HIGHWAY BRIDGE
 QE1102'OVER YAQUINA BAY.  POINT IS ABOUT 500 FEET NORTH OF JUNCTION OF TWO
 QE1102'ROADWAYS.
 QE1102
 QE1102                          STATION RECOVERY (1975)
 QE1102
 QE1102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 QE1102'MARK NOT FOUND.
 QE1102
 QE1102                          STATION RECOVERY (1988)
 QE1102
 QE1102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QE1102'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1075 ***********************************************************************
 QE1075  DESIGNATION -  5 A 42
 QE1075  PID         -  QE1075
 QE1075  STATE/COUNTY-  OR/LINCOLN
 QE1075  USGS QUAD   -  NEWPORT SOUTH (1984)
 QE1075
 QE1075                         *CURRENT SURVEY CONTROL
 QE1075  ___________________________________________________________________
 QE1075* NAD 83(1986)-  44 31 12.     (N)    124 04 04.     (W)     SCALED    
 QE1075* NAVD 88     -         3.340  (meters)      10.96   (feet)  ADJUSTED  
 QE1075  ___________________________________________________________________
 QE1075  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 QE1075  DYNAMIC HT  -           3.339 (meters)      10.95  (feet)  COMP
 QE1075  MODELED GRAV-     980,576.1   (mgal)                       NAVD 88
 QE1075
 QE1075  VERT ORDER  -  FIRST     CLASS II
 QE1075
 QE1075.The horizontal coordinates were scaled from a topographic map and have
 QE1075.an estimated accuracy of +/- 6 seconds.
 QE1075
 QE1075.The orthometric height was determined by differential leveling
 QE1075.and adjusted in June 1991.
 QE1075
 QE1075.The geoid height was determined by GEOID03.
 QE1075
 QE1075.The dynamic height is computed by dividing the NAVD 88
 QE1075.geopotential number by the normal gravity value computed on the
 QE1075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1075.degrees latitude (g = 980.6199 gals.).
 QE1075
 QE1075.The modeled gravity was interpolated from observed gravity values.
 QE1075
 QE1075;                    North         East    Units  Estimated Accuracy
 QE1075;SPC OR N     -   101,090.    2,216,460.      MT  (+/- 180 meters Scaled)
 QE1075
 QE1075                          SUPERSEDED SURVEY CONTROL
 QE1075
 QE1075.No superseded survey control is available for this station.
 QE1075
 QE1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ151301(NAD 83)
 QE1075_MARKER: DB = BENCH MARK DISK
 QE1075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE1075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE1075_STAMPING: 5A 42 1929
 QE1075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE1075+STABILITY: SURFACE MOTION
 QE1075
 QE1075  HISTORY     - Date     Condition        Report By
 QE1075  HISTORY     - 1929     MONUMENTED       CGS
 QE1075  HISTORY     - 1941     GOOD             NGS
 QE1075  HISTORY     - 1956     MARK NOT FOUND   NGS
 QE1075  HISTORY     - 1988     MARK NOT FOUND   NGS
 QE1075
 QE1075                          STATION DESCRIPTION
 QE1075
 QE1075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QE1075'8.4 MI S FROM NEWPORT.
 QE1075'ALONG U. S. HIGHWAY 101, 8.4 MILES SOUTH OF NEWPORT, 0.2 MILES NORTH
 QE1075'OF BEAVER CREEK, 40 FEET SOUTH OF THE CENTER OF THE ROAD, SET IN
 QE1075'CONCRETE POST.  A 4X4 WITNESS POST WAS SET NEAR MARK.  NOTE-- THE
 QE1075'BORROW PIT IS NOW CHANNEL OF BEAVER CREEK AND IS FULL OF DRIFT WOOD.
 QE1075
 QE1075                          STATION RECOVERY (1956)
 QE1075
 QE1075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 QE1075'MARK NOT FOUND.
 QE1075
 QE1075                          STATION RECOVERY (1988)
 QE1075
 QE1075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QE1075'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1074 ***********************************************************************
 QE1074  DESIGNATION -  5 A 43
 QE1074  PID         -  QE1074
 QE1074  STATE/COUNTY-  OR/LINCOLN
 QE1074  USGS QUAD   -  NEWPORT SOUTH (1984)
 QE1074
 QE1074                         *CURRENT SURVEY CONTROL
 QE1074  ___________________________________________________________________
 QE1074* NAD 83(1986)-  44 31 15.     (N)    124 04 15.     (W)     SCALED    
 QE1074* NAVD 88     -         6.275  (meters)      20.59   (feet)  ADJUSTED  
 QE1074  ___________________________________________________________________
 QE1074  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 QE1074  DYNAMIC HT  -           6.275 (meters)      20.59  (feet)  COMP
 QE1074  MODELED GRAV-     980,575.5   (mgal)                       NAVD 88
 QE1074
 QE1074  VERT ORDER  -  FIRST     CLASS II
 QE1074
 QE1074.The horizontal coordinates were scaled from a topographic map and have
 QE1074.an estimated accuracy of +/- 6 seconds.
 QE1074
 QE1074.The orthometric height was determined by differential leveling
 QE1074.and adjusted in June 1991.
 QE1074
 QE1074.The geoid height was determined by GEOID03.
 QE1074
 QE1074.The dynamic height is computed by dividing the NAVD 88
 QE1074.geopotential number by the normal gravity value computed on the
 QE1074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1074.degrees latitude (g = 980.6199 gals.).
 QE1074
 QE1074.The modeled gravity was interpolated from observed gravity values.
 QE1074
 QE1074;                    North         East    Units  Estimated Accuracy
 QE1074;SPC OR N     -   101,190.    2,216,220.      MT  (+/- 180 meters Scaled)
 QE1074
 QE1074                          SUPERSEDED SURVEY CONTROL
 QE1074
 QE1074  NGVD 29 (??/??/92)    5.281  (m)           17.33   (f) ADJ UNCH    1 2
 QE1074
 QE1074.Superseded values are not recommended for survey control.
 QE1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1074.See file dsdata.txt to determine how the superseded data were derived.
 QE1074
 QE1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ149302(NAD 83)
 QE1074_MARKER: DD = SURVEY DISK
 QE1074_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QE1074_SP_SET: BRIDGE
 QE1074_STAMPING: 17 5A 43 1929
 QE1074_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE1074
 QE1074  HISTORY     - Date     Condition        Report By
 QE1074  HISTORY     - 1929     MONUMENTED       BPR
 QE1074  HISTORY     - 1929     GOOD             NGS
 QE1074  HISTORY     - 1975     GOOD             NGS
 QE1074  HISTORY     - 1988     MARK NOT FOUND   NGS
 QE1074
 QE1074                          STATION DESCRIPTION
 QE1074
 QE1074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1929
 QE1074'7.0 MI N FROM WALDPORT.
 QE1074'IN THE CURB AT THE NORTHWEST CORNER OF CONCRETE BRIDGE OVER BEAVER
 QE1074'CREEK.  15 FEET WEST OF CENTER LINE OF HIGHWAY.
 QE1074
 QE1074                          STATION RECOVERY (1975)
 QE1074
 QE1074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 QE1074'RECOVERED IN GOOD CONDITION.
 QE1074
 QE1074                          STATION RECOVERY (1988)
 QE1074
 QE1074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QE1074'THE BRIDGE HAS BEEN REPLACED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1101 ***********************************************************************
 QE1101  DESIGNATION -  5 A 8
 QE1101  PID         -  QE1101
 QE1101  STATE/COUNTY-  OR/LINCOLN
 QE1101  USGS QUAD   -  NEWPORT SOUTH (1984)
 QE1101
 QE1101                         *CURRENT SURVEY CONTROL
 QE1101  ___________________________________________________________________
 QE1101* NAD 83(1986)-  44 35 34.     (N)    124 03 47.     (W)     SCALED    
 QE1101* NAVD 88     -         7.130  (meters)      23.39   (feet)  ADJUSTED  
 QE1101  ___________________________________________________________________
 QE1101  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 QE1101  DYNAMIC HT  -           7.130 (meters)      23.39  (feet)  COMP
 QE1101  MODELED GRAV-     980,589.2   (mgal)                       NAVD 88
 QE1101
 QE1101  VERT ORDER  -  FIRST     CLASS II
 QE1101
 QE1101.The horizontal coordinates were scaled from a topographic map and have
 QE1101.an estimated accuracy of +/- 6 seconds.
 QE1101
 QE1101.The orthometric height was determined by differential leveling
 QE1101.and adjusted in June 1991.
 QE1101.WARNING-Repeat measurements at this control monument indicate possible
 QE1101.vertical movement.
 QE1101
 QE1101.The geoid height was determined by GEOID03.
 QE1101
 QE1101.The dynamic height is computed by dividing the NAVD 88
 QE1101.geopotential number by the normal gravity value computed on the
 QE1101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1101.degrees latitude (g = 980.6199 gals.).
 QE1101
 QE1101.The modeled gravity was interpolated from observed gravity values.
 QE1101
 QE1101;                    North         East    Units  Estimated Accuracy
 QE1101;SPC OR N     -   109,150.    2,217,190.      MT  (+/- 180 meters Scaled)
 QE1101
 QE1101                          SUPERSEDED SURVEY CONTROL
 QE1101
 QE1101.No superseded survey control is available for this station.
 QE1101
 QE1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ156382(NAD 83)
 QE1101_MARKER: DD = SURVEY DISK
 QE1101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE1101_SP_SET: CONCRETE POST
 QE1101_STAMPING: NO 5 A-8 1929 20
 QE1101_MARK LOGO: BPR   
 QE1101_PROJECTION: PROJECTING 20 CENTIMETERS
 QE1101_MAGNETIC: N = NO MAGNETIC MATERIAL
 QE1101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE1101+STABILITY: SURFACE MOTION
 QE1101_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QE1101+SATELLITE: SATELLITE OBSERVATIONS - February 29, 2000
 QE1101
 QE1101  HISTORY     - Date     Condition        Report By
 QE1101  HISTORY     - 1929     MONUMENTED       BPR
 QE1101  HISTORY     - 1929     GOOD             NGS
 QE1101  HISTORY     - 1975     MARK NOT FOUND   NGS
 QE1101  HISTORY     - 1979     GOOD             NGS
 QE1101  HISTORY     - 1988     GOOD             NGS
 QE1101  HISTORY     - 20000229 GOOD             NGS
 QE1101
 QE1101                          STATION DESCRIPTION
 QE1101
 QE1101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1929
 QE1101'3.3 MI S FROM NEWPORT.
 QE1101'40 FEET WEST OF CENTER LINE OF OREGON COAST HIGHWAY AT THE NORTH END
 QE1101'OF A HIGH FILL AT STATION NO. 739.
 QE1101
 QE1101                          STATION RECOVERY (1975)
 QE1101
 QE1101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 QE1101'MARK NOT FOUND.
 QE1101
 QE1101                          STATION RECOVERY (1979)
 QE1101
 QE1101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 QE1101'RECOVERED IN GOOD CONDITION.
 QE1101
 QE1101                          STATION RECOVERY (1988)
 QE1101
 QE1101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QE1101'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  5.7 KM
 QE1101'(3.55 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM ITS JUNCTION WITH U.S.
 QE1101'HIGHWAY 20 IN NEWPORT, 15.0 M (49.2 FT) SOUTH OF THE EXTENDED CENTER
 QE1101'OF FLORAL DRIVE, AND 12.2 M (40.0 FT) WEST OF THE CENTERLINE OF THE
 QE1101'HIGHWAY.
 QE1101'THE MARK IS 0.4 METERS  N FROM  A WITNESS POST
 QE1101'THE MARK IS 0.9 M BELOW THE HIGHWAY.
 QE1101
 QE1101                          STATION RECOVERY (2000)
 QE1101
 QE1101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 QE1101'5.7 KM (3.55 MI) SOUTHERLY ALONG U.S.  HIGHWAY 101 FROM THE JUNCTION
 QE1101'OF U.S.  HIGHWAY 20 IN NEWPORT, 16.2 M (53.1 FT) SOUTH OF THE EXTENDED
 QE1101'CENTER OF SOUTHEAST 63RD STREET, 14.8 M (48.6 FT) WEST OF THE HIGHWAY
 QE1101'CENTER, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT)
 QE1101'NORTH OF A WITNESS POST, 0.3 M (1.0 FT) EAST OF A WITNESS POST, AND
 QE1101'THE MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND SURFACE.
 QE1101'NOTE--THE MONUMENT IS ON THE HIGHWAY RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0609 ***********************************************************************
 NW0609  DESIGNATION -  5 BKC
 NW0609  PID         -  NW0609
 NW0609  STATE/COUNTY-  OR/MALHEUR
 NW0609  USGS QUAD   -  SKULL CREEK (1980)
 NW0609
 NW0609                         *CURRENT SURVEY CONTROL
 NW0609  ___________________________________________________________________
 NW0609* NAD 83(1986)-  42 41 37.     (N)    117 21 14.     (W)     SCALED    
 NW0609* NAVD 88     -      1380.603  (meters)    4529.53   (feet)  ADJUSTED  
 NW0609  ___________________________________________________________________
 NW0609  GEOID HEIGHT-         -17.58  (meters)                     GEOID03
 NW0609  DYNAMIC HT  -        1379.817 (meters)    4526.95  (feet)  COMP
 NW0609  MODELED GRAV-     980,002.8   (mgal)                       NAVD 88
 NW0609
 NW0609  VERT ORDER  -  SECOND    CLASS 0
 NW0609
 NW0609.The horizontal coordinates were scaled from a topographic map and have
 NW0609.an estimated accuracy of +/- 6 seconds.
 NW0609
 NW0609.The orthometric height was determined by differential leveling
 NW0609.and adjusted in August 1995.
 NW0609
 NW0609.The geoid height was determined by GEOID03.
 NW0609
 NW0609.The dynamic height is computed by dividing the NAVD 88
 NW0609.geopotential number by the normal gravity value computed on the
 NW0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0609.degrees latitude (g = 980.6199 gals.).
 NW0609
 NW0609.The modeled gravity was interpolated from observed gravity values.
 NW0609
 NW0609;                    North         East    Units  Estimated Accuracy
 NW0609;SPC OR S     -   118,920.    1,757,730.      MT  (+/- 180 meters Scaled)
 NW0609
 NW0609                          SUPERSEDED SURVEY CONTROL
 NW0609
 NW0609.No superseded survey control is available for this station.
 NW0609
 NW0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH710268(NAD 83)
 NW0609_MARKER: DB = BENCH MARK DISK
 NW0609_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0609_SP_SET: COPPER-CLAD STEEL ROD
 NW0609_STAMPING: 5 BKC 1973 4527
 NW0609_MARK LOGO: USGS  
 NW0609_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0609_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0609_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0609+SATELLITE: SATELLITE OBSERVATIONS - 1973
 NW0609
 NW0609  HISTORY     - Date     Condition        Report By
 NW0609  HISTORY     - 1973     MONUMENTED       USGS
 NW0609
 NW0609                          STATION DESCRIPTION
 NW0609
 NW0609'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 NW0609'FROM ROME, OREGON PROCEED 19.6 MILES SOUTH ALONG A DIRT ROAD AT A
 NW0609'Y-ROAD, 84 FEET SOUTH AND 27 FEET EAST OF A Y-ROAD INTERSECTION, 37
 NW0609'FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, SET ON A COPPER-COATED
 NW0609'STEEL ROD DRIVEN TO REFUSAL (ROD DEPTH UNKNOWN), ENCASED IN A 6-INCH
 NW0609'PIPE
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0347 ***********************************************************************
 OA0347  DESIGNATION -  5 G 1
 OA0347  PID         -  OA0347
 OA0347  STATE/COUNTY-  OR/DOUGLAS
 OA0347  USGS QUAD   -  TAHKENITCH CREEK (1984)
 OA0347
 OA0347                         *CURRENT SURVEY CONTROL
 OA0347  ___________________________________________________________________
 OA0347* NAD 83(1986)-  43 48 23.     (N)    124 09 06.     (W)     SCALED    
 OA0347* NAVD 88     -         6.014  (meters)      19.73   (feet)  ADJUSTED  
 OA0347  ___________________________________________________________________
 OA0347  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 OA0347  DYNAMIC HT  -           6.013 (meters)      19.73  (feet)  COMP
 OA0347  MODELED GRAV-     980,517.2   (mgal)                       NAVD 88
 OA0347
 OA0347  VERT ORDER  -  FIRST     CLASS II
 OA0347
 OA0347.The horizontal coordinates were scaled from a topographic map and have
 OA0347.an estimated accuracy of +/- 6 seconds.
 OA0347
 OA0347.The orthometric height was determined by differential leveling
 OA0347.and adjusted in June 1991.
 OA0347
 OA0347.The geoid height was determined by GEOID03.
 OA0347
 OA0347.The dynamic height is computed by dividing the NAVD 88
 OA0347.geopotential number by the normal gravity value computed on the
 OA0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0347.degrees latitude (g = 980.6199 gals.).
 OA0347
 OA0347.The modeled gravity was interpolated from observed gravity values.
 OA0347
 OA0347;                    North         East    Units  Estimated Accuracy
 OA0347;SPC OR S     -   244,100.    1,206,270.      MT  (+/- 180 meters Scaled)
 OA0347
 OA0347                          SUPERSEDED SURVEY CONTROL
 OA0347
 OA0347  NGVD 29 (??/??/92)    4.931  (m)           16.18   (f) ADJ UNCH    1 2
 OA0347
 OA0347.Superseded values are not recommended for survey control.
 OA0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0347.See file dsdata.txt to determine how the superseded data were derived.
 OA0347
 OA0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP073510(NAD 83)
 OA0347_MARKER: DB = BENCH MARK DISK
 OA0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA0347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OA0347_STAMPING: 5 G 1 1931
 OA0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0347+STABILITY: SURFACE MOTION
 OA0347
 OA0347  HISTORY     - Date     Condition        Report By
 OA0347  HISTORY     - 1931     MONUMENTED       CGS
 OA0347  HISTORY     - 1933     GOOD             NGS
 OA0347  HISTORY     - 1955     MARK NOT FOUND   NGS
 OA0347  HISTORY     - 1978     MARK NOT FOUND   USGS
 OA0347  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 OA0347
 OA0347                          STATION DESCRIPTION
 OA0347
 OA0347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 OA0347'7.1 MI N FROM GARDINER.
 OA0347'35 FEET EAST OF CENTER LINE OF OREGON COAST HIGHWAY, OPPOSITE HWY.
 OA0347'STA. 1010+70.  200 FEET SOUTH OF SOUTH END OF TAHKENITCH RIVER BRIDGE.
 OA0347
 OA0347                          STATION RECOVERY (1955)
 OA0347
 OA0347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 OA0347'MARK NOT FOUND.
 OA0347
 OA0347                          STATION RECOVERY (1978)
 OA0347
 OA0347'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 OA0347'MARK NOT FOUND.
 OA0347
 OA0347                          STATION RECOVERY (1985)
 OA0347
 OA0347'RECOVERY NOTE BY US POWER SQUADRON 1985
 OA0347'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0353 ***********************************************************************
 OA0353  DESIGNATION -  5 G 10
 OA0353  PID         -  OA0353
 OA0353  STATE/COUNTY-  OR/DOUGLAS
 OA0353  USGS QUAD   -  TAHKENITCH CREEK (1984)
 OA0353
 OA0353                         *CURRENT SURVEY CONTROL
 OA0353  ___________________________________________________________________
 OA0353* NAD 83(1986)-  43 49 16.     (N)    124 09 04.     (W)     SCALED    
 OA0353* NAVD 88     -        41.698  (meters)     136.80   (feet)  POSTED    
 OA0353  ___________________________________________________________________
 OA0353  GEOID HEIGHT-         -25.19  (meters)                     GEOID03
 OA0353  DYNAMIC HT  -          41.690 (meters)     136.78  (feet)  COMP
 OA0353  MODELED GRAV-     980,513.0   (mgal)                       NAVD 88
 OA0353
 OA0353  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 OA0353
 OA0353.The horizontal coordinates were scaled from a topographic map and have
 OA0353.an estimated accuracy of +/- 6 seconds.
 OA0353
 OA0353.The orthometric height was determined by differential leveling
 OA0353.and adjusted by the  in 1992.
 OA0353.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 OA0353.rate of 2.1 thru 3.0 mm/km.
 OA0353
 OA0353.The geoid height was determined by GEOID03.
 OA0353
 OA0353.The dynamic height is computed by dividing the NAVD 88
 OA0353.geopotential number by the normal gravity value computed on the
 OA0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0353.degrees latitude (g = 980.6199 gals.).
 OA0353
 OA0353.The modeled gravity was interpolated from observed gravity values.
 OA0353
 OA0353;                    North         East    Units  Estimated Accuracy
 OA0353;SPC OR S     -   245,730.    1,206,390.      MT  (+/- 180 meters Scaled)
 OA0353
 OA0353                          SUPERSEDED SURVEY CONTROL
 OA0353
 OA0353  NGVD 29 (??/??/92)   40.617  (m)          133.26   (f) ADJ UNCH    1 2
 OA0353
 OA0353.Superseded values are not recommended for survey control.
 OA0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0353.See file dsdata.txt to determine how the superseded data were derived.
 OA0353
 OA0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP074526(NAD 83)
 OA0353_MARKER: DB = BENCH MARK DISK
 OA0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA0353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OA0353_STAMPING: 5G10 1931
 OA0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0353+STABILITY: SURFACE MOTION
 OA0353
 OA0353  HISTORY     - Date     Condition        Report By
 OA0353  HISTORY     - 1931     MONUMENTED       CGS
 OA0353  HISTORY     - 1933     GOOD             NGS
 OA0353  HISTORY     - 1978     MARK NOT FOUND   USGS
 OA0353  HISTORY     - 1987     MARK NOT FOUND   NGS
 OA0353
 OA0353                          STATION DESCRIPTION
 OA0353
 OA0353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 OA0353'8.3 MI N FROM GARDINER.
 OA0353'32 FEET WEST OF CENTER LINE OF OREGON COAST HIGHWAY AT HIGHWAY STATION
 OA0353'1068+23.  AT SOUTHWEST END OF FILL ABOUT 10 FEET BELOW ROAD LEVEL.
 OA0353
 OA0353                          STATION RECOVERY (1978)
 OA0353
 OA0353'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 OA0353'MARK NOT FOUND.
 OA0353
 OA0353                          STATION RECOVERY (1987)
 OA0353
 OA0353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 OA0353'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0354 ***********************************************************************
 OA0354  DESIGNATION -  5 G 13
 OA0354  PID         -  OA0354
 OA0354  STATE/COUNTY-  OR/DOUGLAS
 OA0354  USGS QUAD   -  TAHKENITCH CREEK (1984)
 OA0354
 OA0354                         *CURRENT SURVEY CONTROL
 OA0354  ___________________________________________________________________
 OA0354* NAD 83(1986)-  43 49 36.     (N)    124 08 55.     (W)     SCALED    
 OA0354* NAVD 88     -        42.034  (meters)     137.91   (feet)  POSTED    
 OA0354  ___________________________________________________________________
 OA0354  GEOID HEIGHT-         -25.17  (meters)                     GEOID03
 OA0354  DYNAMIC HT  -          42.030 (meters)     137.89  (feet)  COMP
 OA0354  MODELED GRAV-     980,513.2   (mgal)                       NAVD 88
 OA0354
 OA0354  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 OA0354
 OA0354.The horizontal coordinates were scaled from a topographic map and have
 OA0354.an estimated accuracy of +/- 6 seconds.
 OA0354
 OA0354.The orthometric height was determined by differential leveling
 OA0354.and adjusted by the  in 1992.
 OA0354.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 OA0354.rate of 1.1 thru 2.0 mm/km.
 OA0354
 OA0354.The geoid height was determined by GEOID03.
 OA0354
 OA0354.The dynamic height is computed by dividing the NAVD 88
 OA0354.geopotential number by the normal gravity value computed on the
 OA0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0354.degrees latitude (g = 980.6199 gals.).
 OA0354
 OA0354.The modeled gravity was interpolated from observed gravity values.
 OA0354
 OA0354;                    North         East    Units  Estimated Accuracy
 OA0354;SPC OR S     -   246,340.    1,206,610.      MT  (+/- 180 meters Scaled)
 OA0354
 OA0354                          SUPERSEDED SURVEY CONTROL
 OA0354
 OA0354  NGVD 29 (??/??/92)   40.955  (m)          134.37   (f) ADJ UNCH    1 2
 OA0354
 OA0354.Superseded values are not recommended for survey control.
 OA0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0354.See file dsdata.txt to determine how the superseded data were derived.
 OA0354
 OA0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP076532(NAD 83)
 OA0354_MARKER: DB = BENCH MARK DISK
 OA0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA0354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OA0354_STAMPING: 5 G 13 1931
 OA0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0354+STABILITY: SURFACE MOTION
 OA0354
 OA0354  HISTORY     - Date     Condition        Report By
 OA0354  HISTORY     - 1931     MONUMENTED       CGS
 OA0354  HISTORY     - 1933     GOOD             NGS
 OA0354  HISTORY     - 1978     MARK NOT FOUND   USGS
 OA0354  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 OA0354  HISTORY     - 1987     MARK NOT FOUND   NGS
 OA0354
 OA0354                          STATION DESCRIPTION
 OA0354
 OA0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 OA0354'9.7 MI S FROM GLENADA.
 OA0354'39 FEET EAST OF CENTER LINE OF OREGON COAST HIGHWAY AT HIGHWAY STATION
 OA0354'1094+32.  12 FEET ABOVE ROAD LEVEL.
 OA0354
 OA0354                          STATION RECOVERY (1978)
 OA0354
 OA0354'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 OA0354'MARK NOT FOUND.
 OA0354
 OA0354                          STATION RECOVERY (1985)
 OA0354
 OA0354'RECOVERY NOTE BY US POWER SQUADRON 1985
 OA0354'MARK NOT FOUND.
 OA0354
 OA0354                          STATION RECOVERY (1987)
 OA0354
 OA0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 OA0354'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0357 ***********************************************************************
 OA0357  DESIGNATION -  5 G 15 RESET
 OA0357  PID         -  OA0357
 OA0357  STATE/COUNTY-  OR/DOUGLAS
 OA0357  USGS QUAD   -  TAHKENITCH CREEK (1984)
 OA0357
 OA0357                         *CURRENT SURVEY CONTROL
 OA0357  ___________________________________________________________________
 OA0357* NAD 83(1986)-  43 49 50.     (N)    124 08 53.     (W)     SCALED    
 OA0357* NAVD 88     -        40.250  (meters)     132.05   (feet)  ADJUSTED  
 OA0357  ___________________________________________________________________
 OA0357  GEOID HEIGHT-         -25.17  (meters)                     GEOID03
 OA0357  DYNAMIC HT  -          40.246 (meters)     132.04  (feet)  COMP
 OA0357  MODELED GRAV-     980,513.8   (mgal)                       NAVD 88
 OA0357
 OA0357  VERT ORDER  -  FIRST     CLASS II
 OA0357
 OA0357.The horizontal coordinates were scaled from a topographic map and have
 OA0357.an estimated accuracy of +/- 6 seconds.
 OA0357
 OA0357.The orthometric height was determined by differential leveling
 OA0357.and adjusted in June 1991.
 OA0357
 OA0357.The geoid height was determined by GEOID03.
 OA0357
 OA0357.The dynamic height is computed by dividing the NAVD 88
 OA0357.geopotential number by the normal gravity value computed on the
 OA0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0357.degrees latitude (g = 980.6199 gals.).
 OA0357
 OA0357.The modeled gravity was interpolated from observed gravity values.
 OA0357
 OA0357;                    North         East    Units  Estimated Accuracy
 OA0357;SPC OR S     -   246,770.    1,206,680.      MT  (+/- 180 meters Scaled)
 OA0357
 OA0357                          SUPERSEDED SURVEY CONTROL
 OA0357
 OA0357.No superseded survey control is available for this station.
 OA0357
 OA0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP076536(NAD 83)
 OA0357_MARKER: DB = BENCH MARK DISK
 OA0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA0357_SP_SET: CONCRETE POST
 OA0357_STAMPING: 5 G 15 USBPR RESET 1968
 OA0357_MARK LOGO: CGS   
 OA0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0357+STABILITY: SURFACE MOTION
 OA0357
 OA0357  HISTORY     - Date     Condition        Report By
 OA0357  HISTORY     - 1968     MONUMENTED       CGS
 OA0357  HISTORY     - 1987     GOOD             NGS
 OA0357
 OA0357                          STATION DESCRIPTION
 OA0357
 OA0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 OA0357'8.7 MI N FROM GARDINER.
 OA0357'9.7 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE SOUTH END OF THE
 OA0357'BRIDGE OVER THE SIUSLAW RIVER AT FLORENCE, 8.7 MILES NORTH ALONG U.S.
 OA0357'HIGHWAY 101 FROM THE GARDINER POST OFFICE, 0.1 MILE NORTHWEST OF MILE
 OA0357'POST NO. 201, 75 FEET SOUTHEAST OF THE CENTER OF THE DRIVEWAY TO THE
 OA0357'LOST LAKE CAMP GROUNDS, 43 FEET NORTHEAST OF THE CENTER LINE OF U.S.
 OA0357'HIGHWAY 101, 32 FEET EAST OF THE NORTHEAST END OF AN 18-INCH CONCRETE
 OA0357'CULVERT, 7 FEET NORTHEAST OF THE OVERFLOW FOR LOST LAKE, 1 FOOT
 OA0357'NORTHWEST OF A METAL WITNESS POST AND 2 FEET HIGHER THAN THE HIGHWAY
 OA0357'SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES.
 OA0357
 OA0357                          STATION RECOVERY (1987)
 OA0357
 OA0357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 OA0357'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  17.1 KM
 OA0357'(10.65 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF STATE
 OA0357'HIGHWAY 126 IN FLORENCE, OR 17.2 KM (10.70 MI) NORTHERLY ALONG U.S.
 OA0357'HIGHWAY 101 FROM THE JUNCTION OF STATE HIGHWAY 38 IN REEDSPORT.
 OA0357'DELETE--75 FEET SOUTHEAST OF THE CENTER OF A DRIVEWAY TO THE LOST
 OA0357'LAKE CAMP GROUNDS.  ADD--23.0 M (75.5 FT) SOUTHEAST OF THE CENTER OF
 OA0357'A BARRICADED TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0360 ***********************************************************************
 OA0360  DESIGNATION -  5 G 19
 OA0360  PID         -  OA0360
 OA0360  STATE/COUNTY-  OR/DOUGLAS
 OA0360  USGS QUAD   -  TAHKENITCH CREEK (1984)
 OA0360
 OA0360                         *CURRENT SURVEY CONTROL
 OA0360  ___________________________________________________________________
 OA0360* NAD 83(1986)-  43 50 06.     (N)    124 09 00.     (W)     SCALED    
 OA0360* NAVD 88     -        46.508  (meters)     152.59   (feet)  POSTED    
 OA0360  ___________________________________________________________________
 OA0360  GEOID HEIGHT-         -25.17  (meters)                     GEOID03
 OA0360  DYNAMIC HT  -          46.500 (meters)     152.56  (feet)  COMP
 OA0360  MODELED GRAV-     980,514.3   (mgal)                       NAVD 88
 OA0360
 OA0360  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 OA0360
 OA0360.The horizontal coordinates were scaled from a topographic map and have
 OA0360.an estimated accuracy of +/- 6 seconds.
 OA0360
 OA0360.The orthometric height was determined by differential leveling
 OA0360.and adjusted by the  in 1992.
 OA0360.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 OA0360.rate of 2.1 thru 3.0 mm/km.
 OA0360
 OA0360.The geoid height was determined by GEOID03.
 OA0360
 OA0360.The dynamic height is computed by dividing the NAVD 88
 OA0360.geopotential number by the normal gravity value computed on the
 OA0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0360.degrees latitude (g = 980.6199 gals.).
 OA0360
 OA0360.The modeled gravity was interpolated from observed gravity values.
 OA0360
 OA0360;                    North         East    Units  Estimated Accuracy
 OA0360;SPC OR S     -   247,270.    1,206,540.      MT  (+/- 180 meters Scaled)
 OA0360
 OA0360                          SUPERSEDED SURVEY CONTROL
 OA0360
 OA0360  NGVD 29 (??/??/92)   45.431  (m)          149.05   (f) ADJ UNCH    1 2
 OA0360
 OA0360.Superseded values are not recommended for survey control.
 OA0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0360.See file dsdata.txt to determine how the superseded data were derived.
 OA0360
 OA0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP075541(NAD 83)
 OA0360_MARKER: DB = BENCH MARK DISK
 OA0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA0360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OA0360_STAMPING: 5 G 19 1931
 OA0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0360+STABILITY: SURFACE MOTION
 OA0360
 OA0360  HISTORY     - Date     Condition        Report By
 OA0360  HISTORY     - 1931     MONUMENTED       CGS
 OA0360  HISTORY     - 1933     GOOD             NGS
 OA0360  HISTORY     - 1978     MARK NOT FOUND   USGS
 OA0360  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 OA0360  HISTORY     - 1987     MARK NOT FOUND   NGS
 OA0360
 OA0360                          STATION DESCRIPTION
 OA0360
 OA0360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 OA0360'9.2 MI S FROM GLENADA.
 OA0360'30 FEET EAST OF CENTER LINE OF OREGON COAST HIGHWAY AT HIGHWAY STATION
 OA0360'1124+47.  10 FEET ABOVE ROAD LEVEL.
 OA0360
 OA0360                          STATION RECOVERY (1978)
 OA0360
 OA0360'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 OA0360'MARK NOT FOUND.
 OA0360
 OA0360                          STATION RECOVERY (1985)
 OA0360
 OA0360'RECOVERY NOTE BY US POWER SQUADRON 1985
 OA0360'MARK NOT FOUND.
 OA0360
 OA0360                          STATION RECOVERY (1987)
 OA0360
 OA0360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 OA0360'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0361 ***********************************************************************
 OA0361  DESIGNATION -  5 G 20
 OA0361  PID         -  OA0361
 OA0361  STATE/COUNTY-  OR/DOUGLAS
 OA0361  USGS QUAD   -  TAHKENITCH CREEK (1984)
 OA0361
 OA0361                         *CURRENT SURVEY CONTROL
 OA0361  ___________________________________________________________________
 OA0361* NAD 83(1986)-  43 50 17.     (N)    124 09 00.     (W)     SCALED    
 OA0361* NAVD 88     -        33.847  (meters)     111.05   (feet)  POSTED    
 OA0361  ___________________________________________________________________
 OA0361  GEOID HEIGHT-         -25.17  (meters)                     GEOID03
 OA0361  DYNAMIC HT  -          33.840 (meters)     111.02  (feet)  COMP
 OA0361  MODELED GRAV-     980,514.8   (mgal)                       NAVD 88
 OA0361
 OA0361  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 OA0361
 OA0361.The horizontal coordinates were scaled from a topographic map and have
 OA0361.an estimated accuracy of +/- 6 seconds.
 OA0361
 OA0361.The orthometric height was determined by differential leveling
 OA0361.and adjusted by the  in 1992.
 OA0361.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 OA0361.rate of 1.1 thru 2.0 mm/km.
 OA0361
 OA0361.The geoid height was determined by GEOID03.
 OA0361
 OA0361.The dynamic height is computed by dividing the NAVD 88
 OA0361.geopotential number by the normal gravity value computed on the
 OA0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0361.degrees latitude (g = 980.6199 gals.).
 OA0361
 OA0361.The modeled gravity was interpolated from observed gravity values.
 OA0361
 OA0361;                    North         East    Units  Estimated Accuracy
 OA0361;SPC OR S     -   247,610.    1,206,560.      MT  (+/- 180 meters Scaled)
 OA0361
 OA0361                          SUPERSEDED SURVEY CONTROL
 OA0361
 OA0361  NGVD 29 (??/??/92)   32.770  (m)          107.51   (f) ADJ UNCH    1 2
 OA0361
 OA0361.Superseded values are not recommended for survey control.
 OA0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0361.See file dsdata.txt to determine how the superseded data were derived.
 OA0361
 OA0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP075545(NAD 83)
 OA0361_MARKER: DB = BENCH MARK DISK
 OA0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA0361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OA0361_STAMPING: 5 G 20 1931
 OA0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0361+STABILITY: SURFACE MOTION
 OA0361
 OA0361  HISTORY     - Date     Condition        Report By
 OA0361  HISTORY     - 1931     MONUMENTED       CGS
 OA0361  HISTORY     - 1933     GOOD             NGS
 OA0361  HISTORY     - 1978     MARK NOT FOUND   USGS
 OA0361  HISTORY     - 1987     MARK NOT FOUND   NGS
 OA0361
 OA0361                          STATION DESCRIPTION
 OA0361
 OA0361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 OA0361'9.0 MI S FROM GLENADA.
 OA0361'35 FEET WEST OF CENTER LINE OF OREGON COAST HIGHWAY AT HIGHWAY STATION
 OA0361'1132+76.  ABOUT 15 BELOW SURFACE OF HIGHWAY.
 OA0361
 OA0361                          STATION RECOVERY (1978)
 OA0361
 OA0361'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 OA0361'MARK NOT FOUND.
 OA0361
 OA0361                          STATION RECOVERY (1987)
 OA0361
 OA0361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 OA0361'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0362 ***********************************************************************
 OA0362  DESIGNATION -  5 G 22
 OA0362  PID         -  OA0362
 OA0362  STATE/COUNTY-  OR/DOUGLAS
 OA0362  USGS QUAD   -  TAHKENITCH CREEK (1984)
 OA0362
 OA0362                         *CURRENT SURVEY CONTROL
 OA0362  ___________________________________________________________________
 OA0362* NAD 83(1986)-  43 50 48.     (N)    124 08 49.     (W)     SCALED    
 OA0362* NAVD 88     -        31.055  (meters)     101.89   (feet)  POSTED    
 OA0362  ___________________________________________________________________
 OA0362  GEOID HEIGHT-         -25.15  (meters)                     GEOID03
 OA0362  DYNAMIC HT  -          31.050 (meters)     101.87  (feet)  COMP
 OA0362  MODELED GRAV-     980,516.2   (mgal)                       NAVD 88
 OA0362
 OA0362  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 OA0362
 OA0362.The horizontal coordinates were scaled from a topographic map and have
 OA0362.an estimated accuracy of +/- 6 seconds.
 OA0362
 OA0362.The orthometric height was determined by differential leveling
 OA0362.and adjusted by the  in 1992.
 OA0362.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 OA0362.rate of 2.1 thru 3.0 mm/km.
 OA0362
 OA0362.The geoid height was determined by GEOID03.
 OA0362
 OA0362.The dynamic height is computed by dividing the NAVD 88
 OA0362.geopotential number by the normal gravity value computed on the
 OA0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0362.degrees latitude (g = 980.6199 gals.).
 OA0362
 OA0362.The modeled gravity was interpolated from observed gravity values.
 OA0362
 OA0362;                    North         East    Units  Estimated Accuracy
 OA0362;SPC OR S     -   248,550.    1,206,840.      MT  (+/- 180 meters Scaled)
 OA0362
 OA0362                          SUPERSEDED SURVEY CONTROL
 OA0362
 OA0362  NGVD 29 (??/??/92)   29.983  (m)           98.37   (f) ADJ UNCH    1 2
 OA0362
 OA0362.Superseded values are not recommended for survey control.
 OA0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0362.See file dsdata.txt to determine how the superseded data were derived.
 OA0362
 OA0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP078554(NAD 83)
 OA0362_MARKER: DB = BENCH MARK DISK
 OA0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA0362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OA0362_STAMPING: 5G22 1931
 OA0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0362+STABILITY: SURFACE MOTION
 OA0362
 OA0362  HISTORY     - Date     Condition        Report By
 OA0362  HISTORY     - 1931     MONUMENTED       CGS
 OA0362  HISTORY     - 1933     GOOD             NGS
 OA0362  HISTORY     - 1978     MARK NOT FOUND   USGS
 OA0362  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 OA0362  HISTORY     - 1987     MARK NOT FOUND   NGS
 OA0362
 OA0362                          STATION DESCRIPTION
 OA0362
 OA0362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 OA0362'8.3 MI S FROM GLENADA.
 OA0362'29 FEET WEST OF CENTER LINE OF OREGON COAST HIGHWAY AT HIGHWAY STATION
 OA0362'1168+10.  2 FEET BELOW ROAD LEVEL.
 OA0362
 OA0362                          STATION RECOVERY (1978)
 OA0362
 OA0362'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 OA0362'MARK NOT FOUND.
 OA0362
 OA0362                          STATION RECOVERY (1985)
 OA0362
 OA0362'RECOVERY NOTE BY US POWER SQUADRON 1985
 OA0362'MARK NOT FOUND.
 OA0362
 OA0362                          STATION RECOVERY (1987)
 OA0362
 OA0362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 OA0362'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0363 ***********************************************************************
 OA0363  DESIGNATION -  5 G 24
 OA0363  PID         -  OA0363
 OA0363  STATE/COUNTY-  OR/DOUGLAS
 OA0363  USGS QUAD   -  TAHKENITCH CREEK (1984)
 OA0363
 OA0363                         *CURRENT SURVEY CONTROL
 OA0363  ___________________________________________________________________
 OA0363* NAD 83(1986)-  43 50 51.     (N)    124 08 50.     (W)     SCALED    
 OA0363* NAVD 88     -        31.114  (meters)     102.08   (feet)  ADJUSTED  
 OA0363  ___________________________________________________________________
 OA0363  GEOID HEIGHT-         -25.15  (meters)                     GEOID03
 OA0363  DYNAMIC HT  -          31.111 (meters)     102.07  (feet)  COMP
 OA0363  MODELED GRAV-     980,516.3   (mgal)                       NAVD 88
 OA0363
 OA0363  VERT ORDER  -  FIRST     CLASS II
 OA0363
 OA0363.The horizontal coordinates were scaled from a topographic map and have
 OA0363.an estimated accuracy of +/- 6 seconds.
 OA0363
 OA0363.The orthometric height was determined by differential leveling
 OA0363.and adjusted in June 1991.
 OA0363
 OA0363.The geoid height was determined by GEOID03.
 OA0363
 OA0363.The dynamic height is computed by dividing the NAVD 88
 OA0363.geopotential number by the normal gravity value computed on the
 OA0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0363.degrees latitude (g = 980.6199 gals.).
 OA0363
 OA0363.The modeled gravity was interpolated from observed gravity values.
 OA0363
 OA0363;                    North         East    Units  Estimated Accuracy
 OA0363;SPC OR S     -   248,650.    1,206,830.      MT  (+/- 180 meters Scaled)
 OA0363
 OA0363                          SUPERSEDED SURVEY CONTROL
 OA0363
 OA0363  NGVD 29 (??/??/92)   30.041  (m)           98.56   (f) ADJ UNCH    1 2
 OA0363
 OA0363.Superseded values are not recommended for survey control.
 OA0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0363.See file dsdata.txt to determine how the superseded data were derived.
 OA0363
 OA0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP077555(NAD 83)
 OA0363_MARKER: DB = BENCH MARK DISK
 OA0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA0363_SP_SET: CONCRETE POST
 OA0363_STAMPING: 5 G 24 1931 98
 OA0363_MARK LOGO: BPR   
 OA0363_PROJECTION: PROJECTING 15 CENTIMETERS
 OA0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0363+STABILITY: SURFACE MOTION
 OA0363
 OA0363  HISTORY     - Date     Condition        Report By
 OA0363  HISTORY     - 1931     MONUMENTED       CGS
 OA0363  HISTORY     - 1933     GOOD             NGS
 OA0363  HISTORY     - 1978     MARK NOT FOUND   USGS
 OA0363  HISTORY     - 1987     GOOD             NGS
 OA0363
 OA0363                          STATION DESCRIPTION
 OA0363
 OA0363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 OA0363'8.2 MI S FROM GLENADA.
 OA0363'29 FEET WEST OF CENTER LINE OF OREGON COAST HIGHWAY AT HIGHWAY STATION
 OA0363'1173+05.  ABOUT 4 FEET BELOW LEVEL OF HIGHWAY.
 OA0363
 OA0363                          STATION RECOVERY (1978)
 OA0363
 OA0363'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 OA0363'MARK NOT FOUND.
 OA0363
 OA0363                          STATION RECOVERY (1987)
 OA0363
 OA0363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 OA0363'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  15.2 KM
 OA0363'(9.45 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF STATE
 OA0363'HIGHWAY 126 IN FLORENCE, 0.9 KM (0.55 MI) SOUTH OF THE INTERSECTION
 OA0363'OF A PAVED ROAD LEADING WEST TO THE DOUGLAS LAKE BOAT RAMP, NEAR THE
 OA0363'SOUTH END OF DOUGLAS LAKE, 55.0 M (180.4 FT) NORTH OF THE WEST END OF
 OA0363'A CULVERT, AND 8.1 M (26.6 FT) WEST OF THE CENTERLINE OF THE HIGHWAY.
 OA0363'NOTE--THE ORIGINAL DESCRIPTION STATES THAT THE DISK IS STAMPED 5 G
 OA0363'24 1931, BUT IS STAMPED AS ABOVE.
 OA0363'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 OA0363'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0364 ***********************************************************************
 OA0364  DESIGNATION -  5 G 26
 OA0364  PID         -  OA0364
 OA0364  STATE/COUNTY-  OR/DOUGLAS
 OA0364  USGS QUAD   -  TAHKENITCH CREEK (1984)
 OA0364
 OA0364                         *CURRENT SURVEY CONTROL
 OA0364  ___________________________________________________________________
 OA0364* NAD 83(1986)-  43 51 07.     (N)    124 08 47.     (W)     SCALED    
 OA0364* NAVD 88     -        32.888  (meters)     107.90   (feet)  POSTED    
 OA0364  ___________________________________________________________________
 OA0364  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 OA0364  DYNAMIC HT  -          32.880 (meters)     107.87  (feet)  COMP
 OA0364  MODELED GRAV-     980,517.0   (mgal)                       NAVD 88
 OA0364
 OA0364  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 OA0364
 OA0364.The horizontal coordinates were scaled from a topographic map and have
 OA0364.an estimated accuracy of +/- 6 seconds.
 OA0364
 OA0364.The orthometric height was determined by differential leveling
 OA0364.and adjusted by the  in 1992.
 OA0364.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 OA0364.rate of 3.1 thru 4.0 mm/km.
 OA0364
 OA0364.The geoid height was determined by GEOID03.
 OA0364
 OA0364.The dynamic height is computed by dividing the NAVD 88
 OA0364.geopotential number by the normal gravity value computed on the
 OA0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0364.degrees latitude (g = 980.6199 gals.).
 OA0364
 OA0364.The modeled gravity was interpolated from observed gravity values.
 OA0364
 OA0364;                    North         East    Units  Estimated Accuracy
 OA0364;SPC OR S     -   249,140.    1,206,910.      MT  (+/- 180 meters Scaled)
 OA0364
 OA0364                          SUPERSEDED SURVEY CONTROL
 OA0364
 OA0364  NGVD 29 (??/??/92)   31.817  (m)          104.39   (f) ADJ UNCH    1 2
 OA0364
 OA0364.Superseded values are not recommended for survey control.
 OA0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0364.See file dsdata.txt to determine how the superseded data were derived.
 OA0364
 OA0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP078560(NAD 83)
 OA0364_MARKER: DB = BENCH MARK DISK
 OA0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA0364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OA0364_STAMPING: 5 G 26 1931
 OA0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0364+STABILITY: SURFACE MOTION
 OA0364
 OA0364  HISTORY     - Date     Condition        Report By
 OA0364  HISTORY     - 1931     MONUMENTED       CGS
 OA0364  HISTORY     - 1933     GOOD             NGS
 OA0364  HISTORY     - 1955     MARK NOT FOUND   NGS
 OA0364  HISTORY     - 1978     MARK NOT FOUND   USGS
 OA0364
 OA0364                          STATION DESCRIPTION
 OA0364
 OA0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 OA0364'7.9 MI S FROM GLENADA.
 OA0364'27 FEET WEST OF CENTER LINE OF OREGON COAST HIGHWAY AT HIGHWAY STATION
 OA0364'1190+09.  2 FEET BELOW ROAD SURFACE.
 OA0364
 OA0364                          STATION RECOVERY (1955)
 OA0364
 OA0364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 OA0364'MARK NOT FOUND.
 OA0364
 OA0364                          STATION RECOVERY (1978)
 OA0364
 OA0364'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 OA0364'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0349 ***********************************************************************
 OA0349  DESIGNATION -  5 G 3
 OA0349  PID         -  OA0349
 OA0349  STATE/COUNTY-  OR/DOUGLAS
 OA0349  USGS QUAD   -  TAHKENITCH CREEK (1984)
 OA0349
 OA0349                         *CURRENT SURVEY CONTROL
 OA0349  ___________________________________________________________________
 OA0349* NAD 83(1986)-  43 48 25.     (N)    124 09 11.     (W)     SCALED    
 OA0349* NAVD 88     -        12.807  (meters)      42.02   (feet)  ADJUSTED  
 OA0349  ___________________________________________________________________
 OA0349  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 OA0349  DYNAMIC HT  -          12.806 (meters)      42.01  (feet)  COMP
 OA0349  MODELED GRAV-     980,516.9   (mgal)                       NAVD 88
 OA0349
 OA0349  VERT ORDER  -  FIRST     CLASS II
 OA0349
 OA0349.The horizontal coordinates were scaled from a topographic map and have
 OA0349.an estimated accuracy of +/- 6 seconds.
 OA0349
 OA0349.The orthometric height was determined by differential leveling
 OA0349.and adjusted in June 1991.
 OA0349
 OA0349.The geoid height was determined by GEOID03.
 OA0349
 OA0349.The dynamic height is computed by dividing the NAVD 88
 OA0349.geopotential number by the normal gravity value computed on the
 OA0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0349.degrees latitude (g = 980.6199 gals.).
 OA0349
 OA0349.The modeled gravity was interpolated from observed gravity values.
 OA0349
 OA0349;                    North         East    Units  Estimated Accuracy
 OA0349;SPC OR S     -   244,160.    1,206,160.      MT  (+/- 180 meters Scaled)
 OA0349
 OA0349                          SUPERSEDED SURVEY CONTROL
 OA0349
 OA0349  NGVD 29 (??/??/92)   11.721  (m)           38.45   (f) ADJ UNCH    1 2
 OA0349
 OA0349.Superseded values are not recommended for survey control.
 OA0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0349.See file dsdata.txt to determine how the superseded data were derived.
 OA0349
 OA0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP072510(NAD 83)
 OA0349_MARKER: DB = BENCH MARK DISK
 OA0349_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OA0349_SP_SET: BRIDGE GUARDRAIL
 OA0349_STAMPING: 5 G 3 1931 38
 OA0349_MARK LOGO: BPR   
 OA0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0349+STABILITY: SURFACE MOTION
 OA0349
 OA0349  HISTORY     - Date     Condition        Report By
 OA0349  HISTORY     - 1931     MONUMENTED       CGS
 OA0349  HISTORY     - 1933     GOOD             NGS
 OA0349  HISTORY     - 1985     GOOD             USPSQD
 OA0349  HISTORY     - 1987     GOOD             NGS
 OA0349
 OA0349                          STATION DESCRIPTION
 OA0349
 OA0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 OA0349'7.3 MI N FROM GARDINER.
 OA0349'IN NORTHWEST CONCRETE BANNISTER POST OF TAHKENITCH RIVER BRIDGE.  3
 OA0349'FEET ABOVE SURFACE OF ROAD.
 OA0349
 OA0349                          STATION RECOVERY (1985)
 OA0349
 OA0349'RECOVERY NOTE BY US POWER SQUADRON 1985
 OA0349'RECOVERED IN GOOD CONDITION.
 OA0349
 OA0349                          STATION RECOVERY (1987)
 OA0349
 OA0349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 OA0349'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  14.3 KM
 OA0349'(8.90 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF STATE
 OA0349'HIGHWAY 38 IN REEDSPORT.  ADD--6.6 M (21.7 FT) SOUTHWEST OF THE
 OA0349'CENTERLINE OF THE HIGHWAY.  NOTE--THE ORIGINAL DESCRIPTION STATES
 OA0349'THAT THE DISK IS STAMPED 5 G 3 1931, BUT IS STAMPED AS ABOVE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0365 ***********************************************************************
 OA0365  DESIGNATION -  5 G 34
 OA0365  PID         -  OA0365
 OA0365  STATE/COUNTY-  OR/DOUGLAS
 OA0365  USGS QUAD   -  TAHKENITCH CREEK (1984)
 OA0365
 OA0365                         *CURRENT SURVEY CONTROL
 OA0365  ___________________________________________________________________
 OA0365* NAD 83(1986)-  43 51 41.     (N)    124 08 27.     (W)     SCALED    
 OA0365* NAVD 88     -        23.693  (meters)      77.73   (feet)  POSTED    
 OA0365  ___________________________________________________________________
 OA0365  GEOID HEIGHT-         -25.10  (meters)                     GEOID03
 OA0365  DYNAMIC HT  -          23.690 (meters)      77.72  (feet)  COMP
 OA0365  MODELED GRAV-     980,518.6   (mgal)                       NAVD 88
 OA0365
 OA0365  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 OA0365
 OA0365.The horizontal coordinates were scaled from a topographic map and have
 OA0365.an estimated accuracy of +/- 6 seconds.
 OA0365
 OA0365.The orthometric height was determined by differential leveling
 OA0365.and adjusted by the  in 1992.
 OA0365.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 OA0365.rate of 4.1 thru 8.0 mm/km.
 OA0365
 OA0365.The geoid height was determined by GEOID03.
 OA0365
 OA0365.The dynamic height is computed by dividing the NAVD 88
 OA0365.geopotential number by the normal gravity value computed on the
 OA0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0365.degrees latitude (g = 980.6199 gals.).
 OA0365
 OA0365.The modeled gravity was interpolated from observed gravity values.
 OA0365
 OA0365;                    North         East    Units  Estimated Accuracy
 OA0365;SPC OR S     -   250,160.    1,207,410.      MT  (+/- 180 meters Scaled)
 OA0365
 OA0365                          SUPERSEDED SURVEY CONTROL
 OA0365
 OA0365  NGVD 29 (??/??/92)   22.626  (m)           74.23   (f) ADJ UNCH    1 2
 OA0365
 OA0365.Superseded values are not recommended for survey control.
 OA0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0365.See file dsdata.txt to determine how the superseded data were derived.
 OA0365
 OA0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP083571(NAD 83)
 OA0365_MARKER: DB = BENCH MARK DISK
 OA0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA0365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OA0365_STAMPING: 5 G 34 1931
 OA0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0365+STABILITY: SURFACE MOTION
 OA0365
 OA0365  HISTORY     - Date     Condition        Report By
 OA0365  HISTORY     - 1931     MONUMENTED       CGS
 OA0365  HISTORY     - 1933     GOOD             NGS
 OA0365  HISTORY     - 1955     POOR             NGS
 OA0365  HISTORY     - 1978     MARK NOT FOUND   USGS
 OA0365
 OA0365                          STATION DESCRIPTION
 OA0365
 OA0365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 OA0365'7.3 MI S FROM GLENADA.
 OA0365'44 FEET WEST OF CENTER LINE OF OREGON COAST HIGHWAY AT HIGHWAY STATION
 OA0365'1222+59.  2 FEET ABOVE ROAD SURFACE, AT NORTHWEST EDGE OF CUT.
 OA0365
 OA0365                          STATION RECOVERY (1955)
 OA0365
 OA0365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 OA0365'MARK RECOVERED IN POOR CONDITION.
 OA0365
 OA0365                          STATION RECOVERY (1978)
 OA0365
 OA0365'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 OA0365'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0366 ***********************************************************************
 OA0366  DESIGNATION -  5 G 37
 OA0366  PID         -  OA0366
 OA0366  STATE/COUNTY-  OR/DOUGLAS
 OA0366  USGS QUAD   -  TAHKENITCH CREEK (1984)
 OA0366
 OA0366                         *CURRENT SURVEY CONTROL
 OA0366  ___________________________________________________________________
 OA0366* NAD 83(1986)-  43 51 48.     (N)    124 08 18.     (W)     SCALED    
 OA0366* NAVD 88     -        32.442  (meters)     106.44   (feet)  POSTED    
 OA0366  ___________________________________________________________________
 OA0366  GEOID HEIGHT-         -25.08  (meters)                     GEOID03
 OA0366  DYNAMIC HT  -          32.440 (meters)     106.43  (feet)  COMP
 OA0366  MODELED GRAV-     980,519.0   (mgal)                       NAVD 88
 OA0366
 OA0366  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 OA0366
 OA0366.The horizontal coordinates were scaled from a topographic map and have
 OA0366.an estimated accuracy of +/- 6 seconds.
 OA0366
 OA0366.The orthometric height was determined by differential leveling
 OA0366.and adjusted by the  in 1992.
 OA0366.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 OA0366.rate of 4.1 thru 8.0 mm/km.
 OA0366
 OA0366.The geoid height was determined by GEOID03.
 OA0366
 OA0366.The dynamic height is computed by dividing the NAVD 88
 OA0366.geopotential number by the normal gravity value computed on the
 OA0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0366.degrees latitude (g = 980.6199 gals.).
 OA0366
 OA0366.The modeled gravity was interpolated from observed gravity values.
 OA0366
 OA0366;                    North         East    Units  Estimated Accuracy
 OA0366;SPC OR S     -   250,370.    1,207,620.      MT  (+/- 180 meters Scaled)
 OA0366
 OA0366                          SUPERSEDED SURVEY CONTROL
 OA0366
 OA0366  NGVD 29 (??/??/92)   31.376  (m)          102.94   (f) ADJ UNCH    1 2
 OA0366
 OA0366.Superseded values are not recommended for survey control.
 OA0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0366.See file dsdata.txt to determine how the superseded data were derived.
 OA0366
 OA0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP085573(NAD 83)
 OA0366_MARKER: DB = BENCH MARK DISK
 OA0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA0366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OA0366_STAMPING: 5 G 37 1931
 OA0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0366+STABILITY: SURFACE MOTION
 OA0366
 OA0366  HISTORY     - Date     Condition        Report By
 OA0366  HISTORY     - 1931     MONUMENTED       CGS
 OA0366  HISTORY     - 1933     GOOD             NGS
 OA0366  HISTORY     - 1955     MARK NOT FOUND   NGS
 OA0366  HISTORY     - 1982     MARK NOT FOUND   USGS
 OA0366  HISTORY     - 1987     MARK NOT FOUND   NGS
 OA0366
 OA0366                          STATION DESCRIPTION
 OA0366
 OA0366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 OA0366'7.1 MI S FROM GLENADA.
 OA0366'42 FEET EAST OF CENTER LINE OF OREGON COAST HIGHWAY AT HIGHWAY STATION
 OA0366'1233+60.  AT DOUGLAS-LANE COUNTY LINE.
 OA0366
 OA0366                          STATION RECOVERY (1955)
 OA0366
 OA0366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 OA0366'MARK NOT FOUND.
 OA0366
 OA0366                          STATION RECOVERY (1982)
 OA0366
 OA0366'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 OA0366'MARK NOT FOUND.
 OA0366
 OA0366                          STATION RECOVERY (1987)
 OA0366
 OA0366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 OA0366'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0350 ***********************************************************************
 OA0350  DESIGNATION -  5 G 4
 OA0350  PID         -  OA0350
 OA0350  STATE/COUNTY-  OR/DOUGLAS
 OA0350  USGS QUAD   -  TAHKENITCH CREEK (1984)
 OA0350
 OA0350                         *CURRENT SURVEY CONTROL
 OA0350  ___________________________________________________________________
 OA0350* NAD 83(1986)-  43 48 44.     (N)    124 09 07.     (W)     SCALED    
 OA0350* NAVD 88     -         7.166  (meters)      23.51   (feet)  POSTED    
 OA0350  ___________________________________________________________________
 OA0350  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 OA0350  DYNAMIC HT  -           7.170 (meters)      23.52  (feet)  COMP
 OA0350  MODELED GRAV-     980,515.5   (mgal)                       NAVD 88
 OA0350
 OA0350  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 OA0350
 OA0350.The horizontal coordinates were scaled from a topographic map and have
 OA0350.an estimated accuracy of +/- 6 seconds.
 OA0350
 OA0350.The orthometric height was determined by differential leveling
 OA0350.and adjusted by the  in 1992.
 OA0350.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 OA0350.rate of 2.1 thru 3.0 mm/km.
 OA0350
 OA0350.The geoid height was determined by GEOID03.
 OA0350
 OA0350.The dynamic height is computed by dividing the NAVD 88
 OA0350.geopotential number by the normal gravity value computed on the
 OA0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0350.degrees latitude (g = 980.6199 gals.).
 OA0350
 OA0350.The modeled gravity was interpolated from observed gravity values.
 OA0350
 OA0350;                    North         East    Units  Estimated Accuracy
 OA0350;SPC OR S     -   244,750.    1,206,280.      MT  (+/- 180 meters Scaled)
 OA0350
 OA0350                          SUPERSEDED SURVEY CONTROL
 OA0350
 OA0350  NGVD 29 (??/??/92)    5.902  (m)           19.36   (f) ADJ UNCH    1 2
 OA0350
 OA0350.Superseded values are not recommended for survey control.
 OA0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0350.See file dsdata.txt to determine how the superseded data were derived.
 OA0350
 OA0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP073516(NAD 83)
 OA0350_MARKER: DB = BENCH MARK DISK
 OA0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA0350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OA0350_STAMPING: 5G4 1931
 OA0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0350+STABILITY: SURFACE MOTION
 OA0350
 OA0350  HISTORY     - Date     Condition        Report By
 OA0350  HISTORY     - 1931     MONUMENTED       CGS
 OA0350  HISTORY     - 1933     GOOD             NGS
 OA0350  HISTORY     - 1978     MARK NOT FOUND   USGS
 OA0350  HISTORY     - 1987     MARK NOT FOUND   NGS
 OA0350
 OA0350                          STATION DESCRIPTION
 OA0350
 OA0350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 OA0350'7.6 MI N FROM GARDINER.
 OA0350'77 FEET EAST OF CENTER LINE OF OREGON COAST HIGHWAY AT HIGHWAY STATION
 OA0350'1034+59.  CENTER OF TANGENT AT SOUTH EDGE OF CUT.
 OA0350
 OA0350                          STATION RECOVERY (1978)
 OA0350
 OA0350'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 OA0350'MARK NOT FOUND.
 OA0350
 OA0350                          STATION RECOVERY (1987)
 OA0350
 OA0350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 OA0350'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0351 ***********************************************************************
 OA0351  DESIGNATION -  5 G 6
 OA0351  PID         -  OA0351
 OA0351  STATE/COUNTY-  OR/DOUGLAS
 OA0351  USGS QUAD   -  TAHKENITCH CREEK (1984)
 OA0351
 OA0351                         *CURRENT SURVEY CONTROL
 OA0351  ___________________________________________________________________
 OA0351* NAD 83(1986)-  43 48 58.     (N)    124 09 15.     (W)     SCALED    
 OA0351* NAVD 88     -        13.505  (meters)      44.31   (feet)  POSTED    
 OA0351  ___________________________________________________________________
 OA0351  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 OA0351  DYNAMIC HT  -          13.500 (meters)      44.29  (feet)  COMP
 OA0351  MODELED GRAV-     980,514.4   (mgal)                       NAVD 88
 OA0351
 OA0351  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 OA0351
 OA0351.The horizontal coordinates were scaled from a topographic map and have
 OA0351.an estimated accuracy of +/- 6 seconds.
 OA0351
 OA0351.The orthometric height was determined by differential leveling
 OA0351.and adjusted by the  in 1992.
 OA0351.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 OA0351.rate of 1.1 thru 2.0 mm/km.
 OA0351
 OA0351.The geoid height was determined by GEOID03.
 OA0351
 OA0351.The dynamic height is computed by dividing the NAVD 88
 OA0351.geopotential number by the normal gravity value computed on the
 OA0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0351.degrees latitude (g = 980.6199 gals.).
 OA0351
 OA0351.The modeled gravity was interpolated from observed gravity values.
 OA0351
 OA0351;                    North         East    Units  Estimated Accuracy
 OA0351;SPC OR S     -   245,190.    1,206,120.      MT  (+/- 180 meters Scaled)
 OA0351
 OA0351                          SUPERSEDED SURVEY CONTROL
 OA0351
 OA0351  NGVD 29 (??/??/92)   12.422  (m)           40.75   (f) ADJ UNCH    1 2
 OA0351
 OA0351.Superseded values are not recommended for survey control.
 OA0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0351.See file dsdata.txt to determine how the superseded data were derived.
 OA0351
 OA0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP071520(NAD 83)
 OA0351_MARKER: DB = BENCH MARK DISK
 OA0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA0351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OA0351_STAMPING: 5G6 1931
 OA0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0351+STABILITY: SURFACE MOTION
 OA0351
 OA0351  HISTORY     - Date     Condition        Report By
 OA0351  HISTORY     - 1931     MONUMENTED       CGS
 OA0351  HISTORY     - 1933     GOOD             NGS
 OA0351  HISTORY     - 1955     MARK NOT FOUND   NGS
 OA0351  HISTORY     - 1978     MARK NOT FOUND   USGS
 OA0351  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 OA0351
 OA0351                          STATION DESCRIPTION
 OA0351
 OA0351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 OA0351'7.9 MI N FROM GARDINER.
 OA0351'94 FEET WEST OF CENTER LINE OF OREGON COAST HIGHWAY AT HIGHWAY STATION
 OA0351'1047+48.  ACROSS SMALL CREEK, 10 FEET BELOW ROAD LEVEL.
 OA0351
 OA0351                          STATION RECOVERY (1955)
 OA0351
 OA0351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 OA0351'MARK NOT FOUND.
 OA0351
 OA0351                          STATION RECOVERY (1978)
 OA0351
 OA0351'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 OA0351'MARK NOT FOUND.
 OA0351
 OA0351                          STATION RECOVERY (1985)
 OA0351
 OA0351'RECOVERY NOTE BY US POWER SQUADRON 1985
 OA0351'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2688 ***********************************************************************
 QE2688  DESIGNATION -  5 KJO
 QE2688  PID         -  QE2688
 QE2688  STATE/COUNTY-  OR/LINCOLN
 QE2688  USGS QUAD   -  HARLAN (1984)
 QE2688
 QE2688                         *CURRENT SURVEY CONTROL
 QE2688  ___________________________________________________________________
 QE2688* NAD 83(1986)-  44 33 23.     (N)    123 41 00.     (W)     SCALED    
 QE2688* NAVD 88     -        96.351  (meters)     316.11   (feet)  ADJUSTED  
 QE2688  ___________________________________________________________________
 QE2688  GEOID HEIGHT-         -22.19  (meters)                     GEOID03
 QE2688  DYNAMIC HT  -          96.348 (meters)     316.10  (feet)  COMP
 QE2688  MODELED GRAV-     980,590.3   (mgal)                       NAVD 88
 QE2688
 QE2688  VERT ORDER  -  SECOND    CLASS I
 QE2688
 QE2688.The horizontal coordinates were scaled from a topographic map and have
 QE2688.an estimated accuracy of +/- 6 seconds.
 QE2688
 QE2688.The orthometric height was determined by differential leveling
 QE2688.and adjusted in August 1995.
 QE2688
 QE2688.The geoid height was determined by GEOID03.
 QE2688
 QE2688.The dynamic height is computed by dividing the NAVD 88
 QE2688.geopotential number by the normal gravity value computed on the
 QE2688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE2688.degrees latitude (g = 980.6199 gals.).
 QE2688
 QE2688.The modeled gravity was interpolated from observed gravity values.
 QE2688
 QE2688;                    North         East    Units  Estimated Accuracy
 QE2688;SPC OR N     -   103,850.    2,247,150.      MT  (+/- 180 meters Scaled)
 QE2688
 QE2688                          SUPERSEDED SURVEY CONTROL
 QE2688
 QE2688.No superseded survey control is available for this station.
 QE2688
 QE2688_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ457339(NAD 83)
 QE2688_MARKER: DB = BENCH MARK DISK
 QE2688_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QE2688_SP_SET: ALUMINUM ALLOY ROD
 QE2688_STAMPING: 5 KJO 1979 313
 QE2688_MARK LOGO: USGS  
 QE2688_PROJECTION: PROJECTING 8 CENTIMETERS
 QE2688_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE2688_ROD/PIPE-DEPTH: 3.05 meters
 QE2688
 QE2688  HISTORY     - Date     Condition        Report By
 QE2688  HISTORY     - 1979     MONUMENTED       USGS
 QE2688
 QE2688                          STATION DESCRIPTION
 QE2688
 QE2688'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 QE2688'2.3 KM (1.40 MI) NE FROM HARLAN.
 QE2688'HARLAN, 1.4 MI NE OF.  ABOUT 50 FT W OF WESTERN END OF ROCKY CUT, 36
 QE2688'FT E OF EASTERN ONE OF TWO 36-INCH DIAMETER CONCRETE CULVERTS, 31 FT
 QE2688'N OF CENTERLINE OF RD, 3.5 FT E OF POWERLINE ANCHOR POLE.
 QE2688'THE MARK IS 1 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0776 ***********************************************************************
 PA0776  DESIGNATION -  5 LRC
 PA0776  PID         -  PA0776
 PA0776  STATE/COUNTY-  OR/HARNEY
 PA0776  USGS QUAD   -  LOCUST BUTTE (1984)
 PA0776
 PA0776                         *CURRENT SURVEY CONTROL
 PA0776  ___________________________________________________________________
 PA0776* NAD 83(1986)-  43 11 10.     (N)    119 53 32.     (W)     SCALED    
 PA0776* NAVD 88     -      1484.068  (meters)    4868.98   (feet)  ADJUSTED  
 PA0776  ___________________________________________________________________
 PA0776  GEOID HEIGHT-         -19.86  (meters)                     GEOID03
 PA0776  DYNAMIC HT  -        1483.250 (meters)    4866.30  (feet)  COMP
 PA0776  MODELED GRAV-     980,016.5   (mgal)                       NAVD 88
 PA0776
 PA0776  VERT ORDER  -  SECOND    CLASS 0
 PA0776
 PA0776.The horizontal coordinates were scaled from a topographic map and have
 PA0776.an estimated accuracy of +/- 6 seconds.
 PA0776
 PA0776.The orthometric height was determined by differential leveling
 PA0776.and adjusted in August 1995.
 PA0776
 PA0776.The geoid height was determined by GEOID03.
 PA0776
 PA0776.The dynamic height is computed by dividing the NAVD 88
 PA0776.geopotential number by the normal gravity value computed on the
 PA0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0776.degrees latitude (g = 980.6199 gals.).
 PA0776
 PA0776.The modeled gravity was interpolated from observed gravity values.
 PA0776
 PA0776;                    North         East    Units  Estimated Accuracy
 PA0776;SPC OR S     -   168,960.    1,549,400.      MT  (+/- 180 meters Scaled)
 PA0776
 PA0776                          SUPERSEDED SURVEY CONTROL
 PA0776
 PA0776.No superseded survey control is available for this station.
 PA0776
 PA0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKH649855(NAD 83)
 PA0776_MARKER: DB = BENCH MARK DISK
 PA0776_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PA0776+WITH SETTING: INFORMATION.
 PA0776_SP_SET: METAL ROD DRIVEN INTO GROUND
 PA0776_STAMPING: 5 LRC 1970 4865
 PA0776_MARK LOGO: USGS  
 PA0776_MAGNETIC: I = MARKER IS A STEEL ROD
 PA0776_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PA0776
 PA0776  HISTORY     - Date     Condition        Report By
 PA0776  HISTORY     - 1970     MONUMENTED       USGS
 PA0776
 PA0776                          STATION DESCRIPTION
 PA0776
 PA0776'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 PA0776'FROM WAGONTIRE, OREGON, PROCEED 4.5 MILES SOUTHWEST ALONG U S HIGHWAY
 PA0776'395 TO DRY VALLEY ROAD, THENCE 0.7 MILE SOUTH ALONG DRY VALLEY ROAD
 PA0776'TO THE TOP OF A STEEP GRADE, 43.8 FEET WEST OF THE CENTERLINE OF THE
 PA0776'ROAD, 2.5 FEET EAST OF A WITNESS POST.  THE ROD DEPTH IS UNKNOWN AND
 PA0776'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0669 ***********************************************************************
 PC0669  DESIGNATION -  5 M
 PC0669  PID         -  PC0669
 PC0669  STATE/COUNTY-  OR/KLAMATH
 PC0669  USGS QUAD   -  PUMICE DESERT EAST (1985)
 PC0669
 PC0669                         *CURRENT SURVEY CONTROL
 PC0669  ___________________________________________________________________
 PC0669* NAD 83(1986)-  43 05 19.     (N)    122 03 05.     (W)     SCALED    
 PC0669* NAVD 88     -      1736.818  (meters)    5698.21   (feet)  ADJUSTED  
 PC0669  ___________________________________________________________________
 PC0669  GEOID HEIGHT-         -21.55  (meters)                     GEOID03
 PC0669  DYNAMIC HT  -        1735.740 (meters)    5694.67  (feet)  COMP
 PC0669  MODELED GRAV-     979,937.7   (mgal)                       NAVD 88
 PC0669
 PC0669  VERT ORDER  -  FIRST     CLASS II
 PC0669
 PC0669.The horizontal coordinates were scaled from a topographic map and have
 PC0669.an estimated accuracy of +/- 6 seconds.
 PC0669
 PC0669.The orthometric height was determined by differential leveling
 PC0669.and adjusted in June 1991.
 PC0669
 PC0669.The geoid height was determined by GEOID03.
 PC0669
 PC0669.The dynamic height is computed by dividing the NAVD 88
 PC0669.geopotential number by the normal gravity value computed on the
 PC0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0669.degrees latitude (g = 980.6199 gals.).
 PC0669
 PC0669.The modeled gravity was interpolated from observed gravity values.
 PC0669
 PC0669;                    North         East    Units  Estimated Accuracy
 PC0669;SPC OR S     -   159,120.    1,373,700.      MT  (+/- 180 meters Scaled)
 PC0669
 PC0669                          SUPERSEDED SURVEY CONTROL
 PC0669
 PC0669  NGVD 29 (??/??/92) 1735.434  (m)         5693.67   (f) ADJ UNCH    1 2
 PC0669
 PC0669.Superseded values are not recommended for survey control.
 PC0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0669.See file dsdata.txt to determine how the superseded data were derived.
 PC0669
 PC0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN772710(NAD 83)
 PC0669_MARKER: DD = SURVEY DISK
 PC0669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0669_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PC0669_STAMPING: 5 M 5698 1933
 PC0669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0669+STABILITY: SURFACE MOTION
 PC0669
 PC0669  HISTORY     - Date     Condition        Report By
 PC0669  HISTORY     - 1933     MONUMENTED       USGS
 PC0669  HISTORY     - 1941     GOOD             NGS
 PC0669
 PC0669                          STATION DESCRIPTION
 PC0669
 PC0669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 PC0669'11.6 MI W FROM DIAMOND-CRATER LAKE JCT.
 PC0669'ALONG STATE HIGHWAY 230, 11.6 MILES WEST OF JUNCTION WITH U. S.
 PC0669'HIGHWAY 97, AT SURVEY STATION 610 00, 24 FEET NORTH OF CENTER OF ROAD,
 PC0669'WITNESS POST MARKED USBM.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0134 ***********************************************************************
 PC0134  DESIGNATION -  5 M
 PC0134  PID         -  PC0134
 PC0134  STATE/COUNTY-  OR/DOUGLAS
 PC0134  USGS QUAD   -  OLD FAIRVIEW (1997)
 PC0134
 PC0134                         *CURRENT SURVEY CONTROL
 PC0134  ___________________________________________________________________
 PC0134* NAD 83(1986)-  43 17 57.     (N)    122 56 13.     (W)     SCALED    
 PC0134* NAVD 88     -       262.789  (meters)     862.17   (feet)  ADJUSTED  
 PC0134  ___________________________________________________________________
 PC0134  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 PC0134  DYNAMIC HT  -         262.709 (meters)     861.90  (feet)  COMP
 PC0134  MODELED GRAV-     980,309.4   (mgal)                       NAVD 88
 PC0134
 PC0134  VERT ORDER  -  FIRST     CLASS II
 PC0134
 PC0134.The horizontal coordinates were scaled from a topographic map and have
 PC0134.an estimated accuracy of +/- 6 seconds.
 PC0134
 PC0134.The orthometric height was determined by differential leveling
 PC0134.and adjusted in June 1991.
 PC0134
 PC0134.The geoid height was determined by GEOID03.
 PC0134
 PC0134.The dynamic height is computed by dividing the NAVD 88
 PC0134.geopotential number by the normal gravity value computed on the
 PC0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0134.degrees latitude (g = 980.6199 gals.).
 PC0134
 PC0134.The modeled gravity was interpolated from observed gravity values.
 PC0134
 PC0134;                    North         East    Units  Estimated Accuracy
 PC0134;SPC OR S     -   184,220.    1,302,300.      MT  (+/- 180 meters Scaled)
 PC0134
 PC0134                          SUPERSEDED SURVEY CONTROL
 PC0134
 PC0134  NGVD 29 (??/??/92)  261.674  (m)          858.51   (f) ADJ UNCH    1 2
 PC0134
 PC0134.Superseded values are not recommended for survey control.
 PC0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0134.See file dsdata.txt to determine how the superseded data were derived.
 PC0134
 PC0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN051940(NAD 83)
 PC0134_MARKER: DD = SURVEY DISK
 PC0134_SETTING: 66 = SET IN ROCK OUTCROP
 PC0134_SP_SET: OUTCROP
 PC0134_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PC0134+STABILITY: POSITION/ELEVATION WELL
 PC0134
 PC0134  HISTORY     - Date     Condition        Report By
 PC0134  HISTORY     - 1935     MONUMENTED       USGS
 PC0134  HISTORY     - 1941     GOOD             NGS
 PC0134  HISTORY     - 19841024 MARK NOT FOUND   USPSQD
 PC0134
 PC0134                          STATION DESCRIPTION
 PC0134
 PC0134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 PC0134'5.68 MI E FROM IDLEYLD PARK.
 PC0134'ABOUT 5.68 MILES EAST OF IDLEYLD PARK ON ROAD TO DIAMOND LAKE, 400
 PC0134'FEET SE. OF HOGBACK CREEK, 22 FEET SW, OF HIGHWAY ON ROCK OUTCROP.
 PC0134'WITNESS POST SET BY MARK.
 PC0134
 PC0134                          STATION RECOVERY (1984)
 PC0134
 PC0134'RECOVERY NOTE BY US POWER SQUADRON 1984 (KJO)
 PC0134'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0297 ***********************************************************************
 QE0297  DESIGNATION -  5 M
 QE0297  PID         -  QE0297
 QE0297  STATE/COUNTY-  OR/LANE
 QE0297  USGS QUAD   -  VIDA (1988)
 QE0297
 QE0297                         *CURRENT SURVEY CONTROL
 QE0297  ___________________________________________________________________
 QE0297* NAD 83(1986)-  44 08 28.     (N)    122 36 35.     (W)     SCALED    
 QE0297* NAVD 88     -       228.825  (meters)     750.74   (feet)  ADJUSTED  
 QE0297  ___________________________________________________________________
 QE0297  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 QE0297  DYNAMIC HT  -         228.781 (meters)     750.59  (feet)  COMP
 QE0297  MODELED GRAV-     980,424.3   (mgal)                       NAVD 88
 QE0297
 QE0297  VERT ORDER  -  FIRST     CLASS II
 QE0297
 QE0297.The horizontal coordinates were scaled from a topographic map and have
 QE0297.an estimated accuracy of +/- 6 seconds.
 QE0297
 QE0297.The orthometric height was determined by differential leveling
 QE0297.and adjusted in June 1991.
 QE0297.WARNING-Repeat measurements at this control monument indicate possible
 QE0297.vertical movement.
 QE0297
 QE0297.The geoid height was determined by GEOID03.
 QE0297
 QE0297.The dynamic height is computed by dividing the NAVD 88
 QE0297.geopotential number by the normal gravity value computed on the
 QE0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0297.degrees latitude (g = 980.6199 gals.).
 QE0297
 QE0297.The modeled gravity was interpolated from observed gravity values.
 QE0297
 QE0297;                    North         East    Units  Estimated Accuracy
 QE0297;SPC OR S     -   277,010.    1,331,200.      MT  (+/- 180 meters Scaled)
 QE0297
 QE0297                          SUPERSEDED SURVEY CONTROL
 QE0297
 QE0297  NGVD 29 (??/??/92)  227.698  (m)          747.04   (f) ADJ UNCH    1 2
 QE0297
 QE0297.Superseded values are not recommended for survey control.
 QE0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0297.See file dsdata.txt to determine how the superseded data were derived.
 QE0297
 QE0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP312876(NAD 83)
 QE0297_MARKER: DD = SURVEY DISK
 QE0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0297_STAMPING: 5 M 1927
 QE0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0297+STABILITY: SURFACE MOTION
 QE0297
 QE0297  HISTORY     - Date     Condition        Report By
 QE0297  HISTORY     - 1927     MONUMENTED       USGS
 QE0297  HISTORY     - 1943     GOOD             NGS
 QE0297  HISTORY     - 19840730 MARK NOT FOUND   USGS
 QE0297  HISTORY     - 1987     MARK NOT FOUND   NGS
 QE0297  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 QE0297
 QE0297                          STATION DESCRIPTION
 QE0297
 QE0297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QE0297'2.1 MI SW FROM VIDA.
 QE0297'ABOUT 2.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 28 FROM THE POST OFFICE
 QE0297'AT VIDA, LANE COUNTY, 165.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 QE0297'A TWO STORY WHITE HOUSE BELONGING TO THE MCKENZIE FISH HATCHERY, 98.0
 QE0297'FEET EAST OF THE EAST EDGE OF A FISH POND, 23.0 FEET NORTH OF THE
 QE0297'CENTER LINE OF THE HIGHWAY, PROJECCTING ABOUT 6-INCHES ABOVE THE
 QE0297'GROUND, 2.0 FEET NORTHEAST OF A WHITE REFERENCE POST.
 QE0297
 QE0297                          STATION RECOVERY (1984)
 QE0297
 QE0297'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984 (DHK)
 QE0297'MARK NOT FOUND.
 QE0297
 QE0297                          STATION RECOVERY (1987)
 QE0297
 QE0297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE0297'THERE HAS BEEN ROAD CONSTRUCTION IN THIS AREA.
 QE0297
 QE0297                          STATION RECOVERY (1989)
 QE0297
 QE0297'RECOVERY NOTE BY US POWER SQUADRON 1989 (JW)
 QE0297'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0474 ***********************************************************************
 QB0474  DESIGNATION -  5 N
 QB0474  PID         -  QB0474
 QB0474  STATE/COUNTY-  OR/BAKER
 QB0474  USGS QUAD   -  OXBOW (1987)
 QB0474
 QB0474                         *CURRENT SURVEY CONTROL
 QB0474  ___________________________________________________________________
 QB0474* NAD 83(1986)-  44 53 14.     (N)    116 51 21.     (W)     SCALED    
 QB0474* NAVD 88     -       547.366  (meters)    1795.82   (feet)  ADJUSTED  
 QB0474  ___________________________________________________________________
 QB0474  GEOID HEIGHT-         -16.13  (meters)                     GEOID03
 QB0474  DYNAMIC HT  -         547.220 (meters)    1795.34  (feet)  COMP
 QB0474  MODELED GRAV-     980,336.6   (mgal)                       NAVD 88
 QB0474
 QB0474  VERT ORDER  -  SECOND    CLASS 0
 QB0474
 QB0474.The horizontal coordinates were scaled from a topographic map and have
 QB0474.an estimated accuracy of +/- 6 seconds.
 QB0474
 QB0474.The orthometric height was determined by differential leveling
 QB0474.and adjusted in June 1991.
 QB0474
 QB0474.The geoid height was determined by GEOID03.
 QB0474
 QB0474.The dynamic height is computed by dividing the NAVD 88
 QB0474.geopotential number by the normal gravity value computed on the
 QB0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0474.degrees latitude (g = 980.6199 gals.).
 QB0474
 QB0474.The modeled gravity was interpolated from observed gravity values.
 QB0474
 QB0474;                    North         East    Units  Estimated Accuracy
 QB0474;SPC OR N     -   142,120.    2,787,770.      MT  (+/- 180 meters Scaled)
 QB0474
 QB0474                          SUPERSEDED SURVEY CONTROL
 QB0474
 QB0474  NGVD 29 (??/??/92)  546.323  (m)         1792.39   (f) ADJ UNCH    2 0
 QB0474
 QB0474.Superseded values are not recommended for survey control.
 QB0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0474.See file dsdata.txt to determine how the superseded data were derived.
 QB0474
 QB0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK113704(NAD 83)
 QB0474_MARKER: S = SPIKE
 QB0474_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QB0474_SP_SET: BRIDGE
 QB0474_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QB0474
 QB0474  HISTORY     - Date     Condition        Report By
 QB0474  HISTORY     - UNK      MONUMENTED       DOD
 QB0474  HISTORY     - 1946     GOOD             NGS
 QB0474  HISTORY     - 1983     MARK NOT FOUND   USGS
 QB0474
 QB0474                          STATION DESCRIPTION
 QB0474
 QB0474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 QB0474'11.25 MI S FROM HOMESTEAD.
 QB0474'ALONG THE HOMESTEAD-ROBINETTE ROAD, 11.25 MILES SOUTH OF THE POST
 QB0474'OFFICE AT HOMESTEAD, AT THE SOUTH END OF A WOODEN BRIDGE OVER A DRY
 QB0474'WASH, 1.5 FEET BELOW THE TOP OF AND 1.1 FEET WEST OF THE WEST EDGE OF
 QB0474'THE FLOOR OF THE BRIDGE, THE HEAD OF AN IRON SPIKE (DRIFT BOLT) DRIVEN
 QB0474'IN THE TOP OF AND 0.7 FOOT SOUTHEAST OF THE NORTHWEST CORNER OF THE
 QB0474'WEST END OF A 12X12-INCH WOODEN SILL ACROSS THE SOUTH END OF A WOODEN
 QB0474'BRIDGE, PAINTED USSBM NO. 5.
 QB0474
 QB0474                          STATION RECOVERY (1983)
 QB0474
 QB0474'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 QB0474'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0844 ***********************************************************************
 PB0844  DESIGNATION -  5 PSM
 PB0844  PID         -  PB0844
 PB0844  STATE/COUNTY-  OR/LAKE
 PB0844  USGS QUAD   -  JACKS PLACE (1982)
 PB0844
 PB0844                         *CURRENT SURVEY CONTROL
 PB0844  ___________________________________________________________________
 PB0844* NAD 83(1986)-  43 27 07.     (N)    120 37 35.     (W)     SCALED    
 PB0844* NAVD 88     -      1331.489  (meters)    4368.39   (feet)  ADJUSTED  
 PB0844  ___________________________________________________________________
 PB0844  GEOID HEIGHT-         -20.33  (meters)                     GEOID03
 PB0844  DYNAMIC HT  -        1330.816 (meters)    4366.19  (feet)  COMP
 PB0844  MODELED GRAV-     980,068.0   (mgal)                       NAVD 88
 PB0844
 PB0844  VERT ORDER  -  THIRD
 PB0844
 PB0844.The horizontal coordinates were scaled from a topographic map and have
 PB0844.an estimated accuracy of +/- 6 seconds.
 PB0844
 PB0844.The orthometric height was determined by differential leveling
 PB0844.and adjusted in August 1995.
 PB0844
 PB0844.The geoid height was determined by GEOID03.
 PB0844
 PB0844.The dynamic height is computed by dividing the NAVD 88
 PB0844.geopotential number by the normal gravity value computed on the
 PB0844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0844.degrees latitude (g = 980.6199 gals.).
 PB0844
 PB0844.The modeled gravity was interpolated from observed gravity values.
 PB0844
 PB0844;                    North         East    Units  Estimated Accuracy
 PB0844;SPC OR S     -   198,320.    1,489,770.      MT  (+/- 180 meters Scaled)
 PB0844
 PB0844                          SUPERSEDED SURVEY CONTROL
 PB0844
 PB0844.No superseded survey control is available for this station.
 PB0844
 PB0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP920137(NAD 83)
 PB0844_MARKER: DB = BENCH MARK DISK
 PB0844_SETTING: 66 = SET IN ROCK OUTCROP
 PB0844_SP_SET: BEDROCK
 PB0844_STAMPING: 5 PSM 1978 4364
 PB0844_MARK LOGO: USGS  
 PB0844_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PB0844+STABILITY: POSITION/ELEVATION WELL
 PB0844
 PB0844  HISTORY     - Date     Condition        Report By
 PB0844  HISTORY     - 1978     MONUMENTED       USGS
 PB0844
 PB0844                          STATION DESCRIPTION
 PB0844
 PB0844'DESCRIBED BY US GEOLOGICAL SURVEY 1978
 PB0844'33.6 KM (20.90 MI) NORTH FROM CHRISTMAS VALLEY.
 PB0844'CHRISTMAS VALLEY PO, 2.0 MI E OF, THENCE 18.9 MI ALONG MILLICAN RD.
 PB0844'IN SEC 36 OF T24S R17E, ON PROMINENT RIDGE, 350 FT S OF Y-RD, 47 FT W
 PB0844'OF RD, 3 FT E OF CAIRN.
 PB0844'THE MARK IS 5 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0699 ***********************************************************************
 NW0699  DESIGNATION -  5 RTV
 NW0699  PID         -  NW0699
 NW0699  STATE/COUNTY-  OR/MALHEUR
 NW0699  USGS QUAD   -  JACKSON SUMMIT (1982)
 NW0699
 NW0699                         *CURRENT SURVEY CONTROL
 NW0699  ___________________________________________________________________
 NW0699* NAD 83(1986)-  42 14 15.     (N)    117 44 03.     (W)     SCALED    
 NW0699* NAVD 88     -      1540.662  (meters)    5054.66   (feet)  ADJUSTED  
 NW0699  ___________________________________________________________________
 NW0699  GEOID HEIGHT-         -18.27  (meters)                     GEOID03
 NW0699  DYNAMIC HT  -        1539.646 (meters)    5051.32  (feet)  COMP
 NW0699  MODELED GRAV-     979,908.0   (mgal)                       NAVD 88
 NW0699
 NW0699  VERT ORDER  -  SECOND    CLASS 0
 NW0699
 NW0699.The horizontal coordinates were scaled from a topographic map and have
 NW0699.an estimated accuracy of +/- 6 seconds.
 NW0699
 NW0699.The orthometric height was determined by differential leveling
 NW0699.and adjusted in August 1995.
 NW0699
 NW0699.The geoid height was determined by GEOID03.
 NW0699
 NW0699.The dynamic height is computed by dividing the NAVD 88
 NW0699.geopotential number by the normal gravity value computed on the
 NW0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0699.degrees latitude (g = 980.6199 gals.).
 NW0699
 NW0699.The modeled gravity was interpolated from observed gravity values.
 NW0699
 NW0699;                    North         East    Units  Estimated Accuracy
 NW0699;SPC OR S     -    67,180.    1,728,260.      MT  (+/- 180 meters Scaled)
 NW0699
 NW0699                          SUPERSEDED SURVEY CONTROL
 NW0699
 NW0699.No superseded survey control is available for this station.
 NW0699
 NW0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG394764(NAD 83)
 NW0699_MARKER: DB = BENCH MARK DISK
 NW0699_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0699_SP_SET: COPPER-CLAD STEEL ROD
 NW0699_STAMPING: 5 RTV 1979
 NW0699_MARK LOGO: USGS  
 NW0699_PROJECTION: FLUSH
 NW0699_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0699_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0699_ROD/PIPE-DEPTH: 1.52 meters
 NW0699
 NW0699  HISTORY     - Date     Condition        Report By
 NW0699  HISTORY     - 1979     MONUMENTED       USGS
 NW0699
 NW0699                          STATION DESCRIPTION
 NW0699
 NW0699'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 NW0699'FROM THE MCDERMITT, NEVADA POST OFFICE, PROCEED 15.3 MILES NORTH
 NW0699'ALONG U S HIGHWAY 95, THENCE 2.7 MILES EAST, 194 FEET SOUTHWEST OF A
 NW0699'THR ROAD AT DITCH, 52 FEET NORTH OF THE CENTERLINE OF THE ROAD
 NW0699'(TABLET IS TILTED, EAST EDGE HIGH, ELEVATION SET ON CENTER OF
 NW0699'TABLET).
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0410 ***********************************************************************
 QE0410  DESIGNATION -  5 S
 QE0410  PID         -  QE0410
 QE0410  STATE/COUNTY-  OR/LINN
 QE0410  USGS QUAD   -  LYONS (1985)
 QE0410
 QE0410                         *CURRENT SURVEY CONTROL
 QE0410  ___________________________________________________________________
 QE0410* NAD 83(1986)-  44 45 02.     (N)    122 30 43.     (W)     SCALED    
 QE0410* NAVD 88     -       247.464  (meters)     811.89   (feet)  ADJUSTED  
 QE0410  ___________________________________________________________________
 QE0410  GEOID HEIGHT-         -22.71  (meters)                     GEOID03
 QE0410  DYNAMIC HT  -         247.423 (meters)     811.75  (feet)  COMP
 QE0410  MODELED GRAV-     980,445.1   (mgal)                       NAVD 88
 QE0410
 QE0410  VERT ORDER  -  FIRST     CLASS II
 QE0410
 QE0410.The horizontal coordinates were scaled from a topographic map and have
 QE0410.an estimated accuracy of +/- 6 seconds.
 QE0410
 QE0410.The orthometric height was determined by differential leveling
 QE0410.and adjusted in June 1991.
 QE0410
 QE0410.The geoid height was determined by GEOID03.
 QE0410
 QE0410.The dynamic height is computed by dividing the NAVD 88
 QE0410.geopotential number by the normal gravity value computed on the
 QE0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0410.degrees latitude (g = 980.6199 gals.).
 QE0410
 QE0410.The modeled gravity was interpolated from observed gravity values.
 QE0410
 QE0410;                    North         East    Units  Estimated Accuracy
 QE0410;SPC OR N     -   122,430.    2,340,710.      MT  (+/- 180 meters Scaled)
 QE0410
 QE0410                          SUPERSEDED SURVEY CONTROL
 QE0410
 QE0410  NGVD 29 (??/??/92)  246.406  (m)          808.42   (f) ADJ UNCH    1 2
 QE0410
 QE0410.Superseded values are not recommended for survey control.
 QE0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0410.See file dsdata.txt to determine how the superseded data were derived.
 QE0410
 QE0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ386553(NAD 83)
 QE0410_MARKER: DD = SURVEY DISK
 QE0410_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QE0410_SP_SET: CULVERT
 QE0410_STAMPING: 5 S 1925
 QE0410_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0410
 QE0410  HISTORY     - Date     Condition        Report By
 QE0410  HISTORY     - 1925     MONUMENTED       USGS
 QE0410  HISTORY     - 1941     GOOD             NGS
 QE0410
 QE0410                          STATION DESCRIPTION
 QE0410
 QE0410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QE0410'0.9 MI E FROM GOOCH.
 QE0410'ABOUT 2.0 MILES SOUTHWEST OF MILL CITY, SOUTH SIDE OF HIGHWAY, JUST
 QE0410'EAST OF DRIVEWAY SOUTH TO FARM HOME, IN CULVERT HEADWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0716 ***********************************************************************
 NW0716  DESIGNATION -  5 STR
 NW0716  PID         -  NW0716
 NW0716  STATE/COUNTY-  OR/MALHEUR
 NW0716  USGS QUAD   -  FLAT TOP MTN (1980)
 NW0716
 NW0716                         *CURRENT SURVEY CONTROL
 NW0716  ___________________________________________________________________
 NW0716* NAD 83(1986)-  42 43 23.     (N)    117 59 41.     (W)     SCALED    
 NW0716* NAVD 88     -      1279.828  (meters)    4198.90   (feet)  ADJUSTED  
 NW0716  ___________________________________________________________________
 NW0716  GEOID HEIGHT-         -18.47  (meters)                     GEOID03
 NW0716  DYNAMIC HT  -        1279.119 (meters)    4196.58  (feet)  COMP
 NW0716  MODELED GRAV-     980,022.1   (mgal)                       NAVD 88
 NW0716
 NW0716  VERT ORDER  -  SECOND    CLASS 0
 NW0716
 NW0716.The horizontal coordinates were scaled from a topographic map and have
 NW0716.an estimated accuracy of +/- 6 seconds.
 NW0716
 NW0716.The orthometric height was determined by differential leveling
 NW0716.and adjusted in August 1995.
 NW0716
 NW0716.The geoid height was determined by GEOID03.
 NW0716
 NW0716.The dynamic height is computed by dividing the NAVD 88
 NW0716.geopotential number by the normal gravity value computed on the
 NW0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0716.degrees latitude (g = 980.6199 gals.).
 NW0716
 NW0716.The modeled gravity was interpolated from observed gravity values.
 NW0716
 NW0716;                    North         East    Units  Estimated Accuracy
 NW0716;SPC OR S     -   120,420.    1,705,150.      MT  (+/- 180 meters Scaled)
 NW0716
 NW0716                          SUPERSEDED SURVEY CONTROL
 NW0716
 NW0716.No superseded survey control is available for this station.
 NW0716
 NW0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH185305(NAD 83)
 NW0716_MARKER: DB = BENCH MARK DISK
 NW0716_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NW0716+WITH SETTING: INFORMATION.
 NW0716_SP_SET: SHALLOW-SET METAL ROD
 NW0716_STAMPING: 5 STR 1975 4195
 NW0716_MARK LOGO: USGS  
 NW0716_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NW0716
 NW0716  HISTORY     - Date     Condition        Report By
 NW0716  HISTORY     - 1975     MONUMENTED       USGS
 NW0716
 NW0716                          STATION DESCRIPTION
 NW0716
 NW0716'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 NW0716'24.1 KM (15.00 MI) SW FROM BURNS JUNCTION.
 NW0716'BURNS JCT, 6.5 MI S OF, ALONG US HWY 95, THENCE 1.3 MI SW ALONG
 NW0716'GRADED RD, THENCE 1.95 MI N AND W ALONG TRACK RD TO Y-RD, THENCE 5.3
 NW0716'MI W TO Y-RD.  150 FT NW OF Y-RD, 57 FT N OF E-W RD, SET ON
 NW0716'COPPER-COATED STEEL ROD OF UNRECORDED DEPTH, PROJECTING 0.2 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0951 ***********************************************************************
 RD0951  DESIGNATION -  50
 RD0951  PID         -  RD0951
 RD0951  STATE/COUNTY-  OR/TILLAMOOK
 RD0951  USGS QUAD   -  HEBO (1985)
 RD0951
 RD0951                         *CURRENT SURVEY CONTROL
 RD0951  ___________________________________________________________________
 RD0951* NAD 83(1986)-  45 10 14.     (N)    123 48 15.     (W)     SCALED    
 RD0951* NAVD 88     -       102.887  (meters)     337.56   (feet)  ADJUSTED  
 RD0951  ___________________________________________________________________
 RD0951  GEOID HEIGHT-         -21.89  (meters)                     GEOID03
 RD0951  DYNAMIC HT  -         102.888 (meters)     337.56  (feet)  COMP
 RD0951  MODELED GRAV-     980,624.8   (mgal)                       NAVD 88
 RD0951
 RD0951  VERT ORDER  -  FIRST     CLASS II
 RD0951
 RD0951.The horizontal coordinates were scaled from a topographic map and have
 RD0951.an estimated accuracy of +/- 6 seconds.
 RD0951
 RD0951.The orthometric height was determined by differential leveling
 RD0951.and adjusted in June 1991.
 RD0951
 RD0951.The geoid height was determined by GEOID03.
 RD0951
 RD0951.The dynamic height is computed by dividing the NAVD 88
 RD0951.geopotential number by the normal gravity value computed on the
 RD0951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0951.degrees latitude (g = 980.6199 gals.).
 RD0951
 RD0951.The modeled gravity was interpolated from observed gravity values.
 RD0951
 RD0951;                    North         East    Units  Estimated Accuracy
 RD0951;SPC OR N     -   172,420.    2,240,350.      MT  (+/- 180 meters Scaled)
 RD0951
 RD0951                          SUPERSEDED SURVEY CONTROL
 RD0951
 RD0951  NGVD 29 (??/??/92)  101.832  (m)          334.09   (f) ADJ UNCH    1 2
 RD0951
 RD0951.Superseded values are not recommended for survey control.
 RD0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0951.See file dsdata.txt to determine how the superseded data were derived.
 RD0951
 RD0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR368022(NAD 83)
 RD0951_MARKER: DD = SURVEY DISK
 RD0951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0951_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0951_STAMPING: 50 1934
 RD0951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0951+STABILITY: SURFACE MOTION
 RD0951
 RD0951  HISTORY     - Date     Condition        Report By
 RD0951  HISTORY     - 1934     MONUMENTED       BPR
 RD0951  HISTORY     - 1941     GOOD             NGS
 RD0951
 RD0951                          STATION DESCRIPTION
 RD0951
 RD0951'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 RD0951'5.6 MI SE FROM HEBO.
 RD0951'MARK IS LOCATED ABOUT 5.6 MILES SOUTHEAST OF HEBO ON THREE RIVERS
 RD0951'HIGHWAY, 40 FEET SOUTHWEST OF HIGHWAY, 75 FEET EASTWEST SMALL HOUSE,
 RD0951'300 FEET SOUTHEAST OF NARODALE MINK FARM, 4 FEET BELOW ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0485 ***********************************************************************
 RD0485  DESIGNATION -  50
 RD0485  PID         -  RD0485
 RD0485  STATE/COUNTY-  OR/MULTNOMAH
 RD0485  USGS QUAD   -  PORTLAND (1990)
 RD0485
 RD0485                         *CURRENT SURVEY CONTROL
 RD0485  ___________________________________________________________________
 RD0485* NAD 83(1986)-  45 32 27.     (N)    122 41 56.     (W)     SCALED    
 RD0485* NAVD 88     -        16.319  (meters)      53.54   (feet)  ADJUSTED  
 RD0485  ___________________________________________________________________
 RD0485  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 RD0485  DYNAMIC HT  -          16.319 (meters)      53.54  (feet)  COMP
 RD0485  MODELED GRAV-     980,617.2   (mgal)                       NAVD 88
 RD0485
 RD0485  VERT ORDER  -  FIRST     CLASS II
 RD0485
 RD0485.The horizontal coordinates were scaled from a topographic map and have
 RD0485.an estimated accuracy of +/- 6 seconds.
 RD0485
 RD0485.The orthometric height was determined by differential leveling
 RD0485.and adjusted in June 1991.
 RD0485
 RD0485.The geoid height was determined by GEOID03.
 RD0485
 RD0485.The dynamic height is computed by dividing the NAVD 88
 RD0485.geopotential number by the normal gravity value computed on the
 RD0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0485.degrees latitude (g = 980.6199 gals.).
 RD0485
 RD0485.The modeled gravity was interpolated from observed gravity values.
 RD0485
 RD0485;                    North         East    Units  Estimated Accuracy
 RD0485;SPC OR N     -   210,600.    2,328,300.      MT  (+/- 180 meters Scaled)
 RD0485
 RD0485                          SUPERSEDED SURVEY CONTROL
 RD0485
 RD0485  NGVD 29 (??/??/92)   15.258  (m)           50.06   (f) ADJ UNCH    1 2
 RD0485
 RD0485.Superseded values are not recommended for survey control.
 RD0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0485.See file dsdata.txt to determine how the superseded data were derived.
 RD0485
 RD0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER235430(NAD 83)
 RD0485_MARKER: DD = SURVEY DISK
 RD0485_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD0485_SP_SET: CURB
 RD0485_STAMPING: 50
 RD0485_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0485
 RD0485  HISTORY     - Date     Condition        Report By
 RD0485  HISTORY     - UNK      MONUMENTED
 RD0485  HISTORY     - 1934     GOOD             NGS
 RD0485  HISTORY     - 1986     GOOD             USPSQD
 RD0485  HISTORY     - 1987     MARK NOT FOUND   NGS
 RD0485  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RD0485  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 RD0485  HISTORY     - 20060328 MARK NOT FOUND   USPSQD
 RD0485
 RD0485                          STATION DESCRIPTION
 RD0485
 RD0485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RD0485'IN PORTLAND.
 RD0485'SET IN THE CURB ON THE SOUTH SIDE OF N.W. NICOLAI ST., NEAR THE WEST
 RD0485'LINE OF N.W. TWENTY-THIRD PLACE.
 RD0485
 RD0485                          STATION RECOVERY (1986)
 RD0485
 RD0485'RECOVERY NOTE BY US POWER SQUADRON 1986 (GAN)
 RD0485'RECOVERED IN GOOD CONDITION.
 RD0485
 RD0485                          STATION RECOVERY (1987)
 RD0485
 RD0485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD0485'NOT RECOVERED.
 RD0485
 RD0485                          STATION RECOVERY (1988)
 RD0485
 RD0485'RECOVERY NOTE BY US POWER SQUADRON 1988 (GAN)
 RD0485'MARK NOT FOUND.
 RD0485
 RD0485                          STATION RECOVERY (1989)
 RD0485
 RD0485'RECOVERY NOTE BY US POWER SQUADRON 1989 (FV)
 RD0485'MARK NOT FOUND.
 RD0485
 RD0485                          STATION RECOVERY (2006)
 RD0485
 RD0485'RECOVERY NOTE BY US POWER SQUADRON 2006 (GAN)
 RD0485'THE MARK WAS NOT FOUND.  NEW SIDEWALKS AND CURBS WERE CONSTRUCTED
 RD0485'SINCE THE LAST RECOVERY
 RD0485'IN 1986 AND IT SHOULD BE ASSUMED THAT THE MARK WAS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0654 ***********************************************************************
 NW0654  DESIGNATION -  50 BKC
 NW0654  PID         -  NW0654
 NW0654  STATE/COUNTY-  OR/MALHEUR
 NW0654  USGS QUAD   -  FLAT TOP MTN SE (1978)
 NW0654
 NW0654                         *CURRENT SURVEY CONTROL
 NW0654  ___________________________________________________________________
 NW0654* NAD 83(1986)-  42 35 11.     (N)    117 47 35.     (W)     SCALED    
 NW0654* NAVD 88     -      1265.273  (meters)    4151.15   (feet)  ADJUSTED  
 NW0654  ___________________________________________________________________
 NW0654  GEOID HEIGHT-         -18.30  (meters)                     GEOID03
 NW0654  DYNAMIC HT  -        1264.581 (meters)    4148.88  (feet)  COMP
 NW0654  MODELED GRAV-     980,030.2   (mgal)                       NAVD 88
 NW0654
 NW0654  VERT ORDER  -  SECOND    CLASS 0
 NW0654
 NW0654.The horizontal coordinates were scaled from a topographic map and have
 NW0654.an estimated accuracy of +/- 6 seconds.
 NW0654
 NW0654.The orthometric height was determined by differential leveling
 NW0654.and adjusted in August 1995.
 NW0654
 NW0654.The geoid height was determined by GEOID03.
 NW0654
 NW0654.The dynamic height is computed by dividing the NAVD 88
 NW0654.geopotential number by the normal gravity value computed on the
 NW0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0654.degrees latitude (g = 980.6199 gals.).
 NW0654
 NW0654.The modeled gravity was interpolated from observed gravity values.
 NW0654
 NW0654;                    North         East    Units  Estimated Accuracy
 NW0654;SPC OR S     -   105,760.    1,722,150.      MT  (+/- 180 meters Scaled)
 NW0654
 NW0654                          SUPERSEDED SURVEY CONTROL
 NW0654
 NW0654.No superseded survey control is available for this station.
 NW0654
 NW0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH349151(NAD 83)
 NW0654_MARKER: DB = BENCH MARK DISK
 NW0654_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0654_SP_SET: COPPER-CLAD STEEL ROD
 NW0654_STAMPING: 50 BKC 1973 4148
 NW0654_MARK LOGO: USGS  
 NW0654_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0654_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0654_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0654+SATELLITE: SATELLITE OBSERVATIONS - 1973
 NW0654
 NW0654  HISTORY     - Date     Condition        Report By
 NW0654  HISTORY     - 1973     MONUMENTED       USGS
 NW0654
 NW0654                          STATION DESCRIPTION
 NW0654
 NW0654'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 NW0654'FROM BURNS JUNCTION, OREGON PROCEED 12.6 MILES SOUTH ALONG U S
 NW0654'HIGHWAY 95, THENCE 4.2 MILES EAST ALONG A GRAVEL ROAD, AT THE TOP OF
 NW0654'A SMALL RIDGE, 40 FEET SOUTH OF THE CENTERLINE OF THE ROAD, IN THE
 NW0654'CENTER OF A 5-FOOT CIRCULAR CLEAR SPOT, SET ON A 5/8-INCH
 NW0654'COPPER-COATED ROD DRIVEN TO REFUSAL (ROD DEPTH UNKNOWN) WITH THE TOP
 NW0654'ENCASED IN 6-INCH DRAINPIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0756 ***********************************************************************
 PA0756  DESIGNATION -  50 DOR
 PA0756  PID         -  PA0756
 PA0756  STATE/COUNTY-  OR/CROOK
 PA0756  USGS QUAD   -  HARDIN RANCH (1981)
 PA0756
 PA0756                         *CURRENT SURVEY CONTROL
 PA0756  ___________________________________________________________________
 PA0756* NAD 83(1986)-  43 54 32.     (N)    119 55 56.     (W)     SCALED    
 PA0756* NAVD 88     -      1358.122  (meters)    4455.77   (feet)  ADJUSTED  
 PA0756  ___________________________________________________________________
 PA0756  GEOID HEIGHT-         -19.21  (meters)                     GEOID03
 PA0756  DYNAMIC HT  -        1357.500 (meters)    4453.73  (feet)  COMP
 PA0756  MODELED GRAV-     980,113.2   (mgal)                       NAVD 88
 PA0756
 PA0756  VERT ORDER  -  THIRD
 PA0756
 PA0756.The horizontal coordinates were scaled from a topographic map and have
 PA0756.an estimated accuracy of +/- 6 seconds.
 PA0756
 PA0756.The orthometric height was determined by differential leveling
 PA0756.and adjusted in August 1995.
 PA0756
 PA0756.The geoid height was determined by GEOID03.
 PA0756
 PA0756.The dynamic height is computed by dividing the NAVD 88
 PA0756.geopotential number by the normal gravity value computed on the
 PA0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0756.degrees latitude (g = 980.6199 gals.).
 PA0756
 PA0756.The modeled gravity was interpolated from observed gravity values.
 PA0756
 PA0756;                    North         East    Units  Estimated Accuracy
 PA0756;SPC OR S     -   249,240.    1,545,610.      MT  (+/- 180 meters Scaled)
 PA0756
 PA0756                          SUPERSEDED SURVEY CONTROL
 PA0756
 PA0756.No superseded survey control is available for this station.
 PA0756
 PA0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKJ645659(NAD 83)
 PA0756_MARKER: DB = BENCH MARK DISK
 PA0756_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PA0756+WITH SETTING: INFORMATION.
 PA0756_SP_SET: METAL ROD DRIVEN INTO GROUND
 PA0756_STAMPING: 50 DOR 1976
 PA0756_MARK LOGO: USGS  
 PA0756_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 PA0756_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PA0756
 PA0756  HISTORY     - Date     Condition        Report By
 PA0756  HISTORY     - 1976     MONUMENTED       USGS
 PA0756  HISTORY     - 19781107 GOOD             USGS
 PA0756
 PA0756                          STATION DESCRIPTION
 PA0756
 PA0756'DESCRIBED BY US GEOLOGICAL SURVEY 1978
 PA0756'RILEY-JCT OF US HWY 395 AND US HWY 20-, 30 MI W OF, ALONG US HWY 20
 PA0756'TO T-RD N, THENCE 20.8 MI N ALONG PAULINA RD TO X-RD E TO TWELVEMILE
 PA0756'CREEK, THENCE 2.6 MI E TO BRIDGE AND T-RD, THENCE 5.3 MI N AND E TO
 PA0756'SMALL FENCED AREA.  75 FT S OF RD, 37 FT S OF NW CORNER OF ENCLOSURE,
 PA0756'3 FT SE OF WITNESS SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0321 ***********************************************************************
 NX0321  DESIGNATION -  50 FMK
 NX0321  PID         -  NX0321
 NX0321  STATE/COUNTY-  OR/HARNEY
 NX0321  USGS QUAD   -  KEG SPRS VALLEY WEST (1971)
 NX0321
 NX0321                         *CURRENT SURVEY CONTROL
 NX0321  ___________________________________________________________________
 NX0321* NAD 83(1986)-  42 58 22.     (N)    119 14 58.     (W)     SCALED    
 NX0321* NAVD 88     -      1524.962  (meters)    5003.15   (feet)  ADJUSTED  
 NX0321  ___________________________________________________________________
 NX0321  GEOID HEIGHT-         -19.38  (meters)                     GEOID03
 NX0321  DYNAMIC HT  -        1524.074 (meters)    5000.23  (feet)  COMP
 NX0321  MODELED GRAV-     979,984.4   (mgal)                       NAVD 88
 NX0321
 NX0321  VERT ORDER  -  SECOND    CLASS 0
 NX0321
 NX0321.The horizontal coordinates were scaled from a topographic map and have
 NX0321.an estimated accuracy of +/- 6 seconds.
 NX0321
 NX0321.The orthometric height was determined by differential leveling
 NX0321.and adjusted in August 1995.
 NX0321
 NX0321.The geoid height was determined by GEOID03.
 NX0321
 NX0321.The dynamic height is computed by dividing the NAVD 88
 NX0321.geopotential number by the normal gravity value computed on the
 NX0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0321.degrees latitude (g = 980.6199 gals.).
 NX0321
 NX0321.The modeled gravity was interpolated from observed gravity values.
 NX0321
 NX0321;                    North         East    Units  Estimated Accuracy
 NX0321;SPC OR S     -   145,850.    1,602,000.      MT  (+/- 180 meters Scaled)
 NX0321
 NX0321                          SUPERSEDED SURVEY CONTROL
 NX0321
 NX0321.No superseded survey control is available for this station.
 NX0321
 NX0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH165602(NAD 83)
 NX0321_MARKER: DB = BENCH MARK DISK
 NX0321_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NX0321_SP_SET: COPPER-CLAD STEEL ROD
 NX0321_STAMPING: 50 FMK 1970 4999
 NX0321_MARK LOGO: USGS  
 NX0321_PROJECTION: FLUSH
 NX0321_MAGNETIC: I = MARKER IS A STEEL ROD
 NX0321_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NX0321_ROD/PIPE-DEPTH: 6.10 meters
 NX0321
 NX0321  HISTORY     - Date     Condition        Report By
 NX0321  HISTORY     - 1970     MONUMENTED       USGS
 NX0321
 NX0321                          STATION DESCRIPTION
 NX0321
 NX0321'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NX0321'FROM THE WINDMILL (T29S R27E SEC 32), PROCEED 0.3 MILE SOUTH ALONG A
 NX0321'DIRT ROAD TO A ROAD FORK, THENCE 0.6 MILE NORTHEAST ALONG A DIRT ROAD
 NX0321'TO A ROAD JUNCTION, THENCE 18.6 MILES SOUTHEAST ALONG THE DIRT ROAD
 NX0321'TO MATTIES ARK AND FOSTER LAKE, AT THE WEST EDGE OF A HEAVY SAGEBRUSH
 NX0321'LINE, 52 FEET NORTH OF THE CENTERLINE OF THE ROAD, WITNESS POST SET
 NX0321'AT BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0505 ***********************************************************************
 PC0505  DESIGNATION -  50 GWM=K 344
 PC0505  PID         -  PC0505
 PC0505  STATE/COUNTY-  OR/DOUGLAS
 PC0505  USGS QUAD   -  TENMILE (1990)
 PC0505
 PC0505                         *CURRENT SURVEY CONTROL
 PC0505  ___________________________________________________________________
 PC0505* NAD 83(1986)-  43 05 58.     (N)    123 34 42.     (W)     SCALED    
 PC0505* NAVD 88     -       239.025  (meters)     784.20   (feet)  ADJUSTED  
 PC0505  ___________________________________________________________________
 PC0505  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 PC0505  DYNAMIC HT  -         238.968 (meters)     784.01  (feet)  COMP
 PC0505  MODELED GRAV-     980,372.1   (mgal)                       NAVD 88
 PC0505
 PC0505  VERT ORDER  -  FIRST     CLASS II
 PC0505
 PC0505.The horizontal coordinates were scaled from a topographic map and have
 PC0505.an estimated accuracy of +/- 6 seconds.
 PC0505
 PC0505.The orthometric height was determined by differential leveling
 PC0505.and adjusted in June 1991.
 PC0505.WARNING-Repeat measurements at this control monument indicate possible
 PC0505.vertical movement.
 PC0505
 PC0505.The geoid height was determined by GEOID03.
 PC0505
 PC0505.The dynamic height is computed by dividing the NAVD 88
 PC0505.geopotential number by the normal gravity value computed on the
 PC0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0505.degrees latitude (g = 980.6199 gals.).
 PC0505
 PC0505.The modeled gravity was interpolated from observed gravity values.
 PC0505
 PC0505;                    North         East    Units  Estimated Accuracy
 PC0505;SPC OR S     -   163,760.    1,249,480.      MT  (+/- 180 meters Scaled)
 PC0505
 PC0505                          SUPERSEDED SURVEY CONTROL
 PC0505
 PC0505  NGVD 29 (??/??/92)  237.968  (m)          780.73   (f) ADJ UNCH    1 2
 PC0505
 PC0505.Superseded values are not recommended for survey control.
 PC0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0505.See file dsdata.txt to determine how the superseded data were derived.
 PC0505
 PC0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN529720(NAD 83)
 PC0505_MARKER: DD = SURVEY DISK
 PC0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0505_SP_SET: CONCRETE POST
 PC0505_STAMPING: K 344 GWM 50 780 1942
 PC0505_MARK LOGO: USGS  
 PC0505_PROJECTION: FLUSH
 PC0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0505+STABILITY: SURFACE MOTION
 PC0505
 PC0505  HISTORY     - Date     Condition        Report By
 PC0505  HISTORY     - 1942     MONUMENTED       USGS
 PC0505  HISTORY     - 1973     GOOD             NGS
 PC0505  HISTORY     - 1987     GOOD             NGS
 PC0505
 PC0505                          STATION DESCRIPTION
 PC0505
 PC0505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 PC0505'1 MI NW FROM TENMILE.
 PC0505'REACHED FROM THE TENMILE POST OFFICE GO NORTHEAST ON STATE HIGHWAY 42
 PC0505'FOR 0.15 MILE TO A SIDE ROAD LEFT, TURN LEFT, AND GO NORTHWEST ON
 PC0505'RESTON ROAD FOR 0.75 MILE TO THE BENCH MARK ON THE RIGHT, ON THE
 PC0505'OUTSIDE OF A CURVE, 150 FEET NORTH, AND ACROSS THE ROAD FROM MILEPOST
 PC0505'NO. 19, 55 FEET SOUTHEAST OF VIRGIL ROBINSONS MAILBOX, 54 FEET NORTH
 PC0505'OF A FENCE CORNER, 48 FEET EAST OF RESTON ROAD, 29 FEET SOUTH OF THE
 PC0505'DRIVEWAY, 17 FEET EAST OF THE RIGHT-OF-WAY FENCE LINE, AND 1 FOOT WEST
 PC0505'OF A WITNESS POST, SET IN A 6-INCH SQUARE CONCRETE MONUMENT THAT IS
 PC0505'FLUSH.
 PC0505
 PC0505                          STATION RECOVERY (1987)
 PC0505
 PC0505'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PC0505'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  14.8 KM
 PC0505'(9.20 MI) WESTERLY ALONG STATE HIGHWAY 42 FROM THE JUNCTION OF STATE
 PC0505'HIGHWAY 99 IN WINSTON, THENCE 1.2 KM (0.75 MI) NORTHERLY ALONG COUNTY
 PC0505'ROAD 5 (RESTON ROAD), 16.0 M (52.5 FT) NORTH OF THE CENTER OF A
 PC0505'DRIVEWAY LEADING TO THE GIRADET WINERY, 14.2 M (46.6 FT) NORTHEAST OF
 PC0505'THE CENTERLINE OF THE ROAD, AND 8.8 M (28.9 FT) SOUTHEAST OF THE
 PC0505'CENTER OF A DRIVEWAY LEADING TO 917 RESTON ROAD, AND 5.2 M (17.1 FT)
 PC0505'NORTHEAST OF A FENCE.
 PC0505'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 PC0505'THE MARK IS 0.6 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0664 ***********************************************************************
 NW0664  DESIGNATION -  50 MDC
 NW0664  PID         -  NW0664
 NW0664  STATE/COUNTY-  OR/MALHEUR
 NW0664  USGS QUAD   -  CAVIATTA RIDGE (1980)
 NW0664
 NW0664                         *CURRENT SURVEY CONTROL
 NW0664  ___________________________________________________________________
 NW0664* NAD 83(1986)-  42 32 23.     (N)    117 28 40.     (W)     SCALED    
 NW0664* NAVD 88     -      1414.124  (meters)    4639.51   (feet)  ADJUSTED  
 NW0664  ___________________________________________________________________
 NW0664  GEOID HEIGHT-         -17.88  (meters)                     GEOID03
 NW0664  DYNAMIC HT  -        1413.273 (meters)    4636.71  (feet)  COMP
 NW0664  MODELED GRAV-     979,969.7   (mgal)                       NAVD 88
 NW0664
 NW0664  VERT ORDER  -  SECOND    CLASS 0
 NW0664
 NW0664.The horizontal coordinates were scaled from a topographic map and have
 NW0664.an estimated accuracy of +/- 6 seconds.
 NW0664
 NW0664.The orthometric height was determined by differential leveling
 NW0664.and adjusted in August 1995.
 NW0664
 NW0664.The geoid height was determined by GEOID03.
 NW0664
 NW0664.The dynamic height is computed by dividing the NAVD 88
 NW0664.geopotential number by the normal gravity value computed on the
 NW0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0664.degrees latitude (g = 980.6199 gals.).
 NW0664
 NW0664.The modeled gravity was interpolated from observed gravity values.
 NW0664
 NW0664;                    North         East    Units  Estimated Accuracy
 NW0664;SPC OR S     -   101,460.    1,748,200.      MT  (+/- 180 meters Scaled)
 NW0664
 NW0664                          SUPERSEDED SURVEY CONTROL
 NW0664
 NW0664.No superseded survey control is available for this station.
 NW0664
 NW0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH607098(NAD 83)
 NW0664_MARKER: DB = BENCH MARK DISK
 NW0664_SETTING: 80 = SET IN A BOULDER
 NW0664_SP_SET: BOULDER
 NW0664_STAMPING: 50 MDC 1974 4636
 NW0664_MARK LOGO: USGS  
 NW0664_MAGNETIC: N = NO MAGNETIC MATERIAL
 NW0664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NW0664+STABILITY: SURFACE MOTION
 NW0664
 NW0664  HISTORY     - Date     Condition        Report By
 NW0664  HISTORY     - 1974     MONUMENTED       USGS
 NW0664
 NW0664                          STATION DESCRIPTION
 NW0664
 NW0664'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 NW0664'FROM BURNS JUNCTION OREGON, PROCEED 12.6 MILES SOUTH ALONG U S
 NW0664'HIGHWAY 95, THENCE 10.5 MILES EAST AND 3.3 MILES SOUTH ALONG A GRAVEL
 NW0664'ROAD, THENCE 13.1 MILES EAST AND NORTHEAST ALONG A TRACK ROAD, THENCE
 NW0664'0.8 MILES SOUTH ALONG A TRACK ROAD.  OR, FROM ROME OREGON, PROCEED
 NW0664'29.8 MILES SOUTH AND SOUTHEAST ALONG A TRACK ROAD, THENCE 14.2 MILES
 NW0664'SOUTHWEST AND WEST ALONG A TRACK ROAD, THENCE 0.8 MILES SOUTH ALONG A
 NW0664'TRACK ROAD, AT A BEND IN THE ROAD, 77 FEET EAST OF A FENCELINE, 33
 NW0664'FEET EAST OF THE CENTERLINE OF THE ROAD, 4 FEET SOUTH OF A CAIRN,
 NW0664'CEMENTED IN A LAVA BOULDER THAT PROJECTS 0.3 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0371 ***********************************************************************
 PC0371  DESIGNATION -  500
 PC0371  PID         -  PC0371
 PC0371  STATE/COUNTY-  OR/DOUGLAS
 PC0371  USGS QUAD   -  ROSEBURG EAST (1987)
 PC0371
 PC0371                         *CURRENT SURVEY CONTROL
 PC0371  ___________________________________________________________________
 PC0371* NAD 83(2007)-  43 13 59.58400(N)    123 21 17.08615(W)     ADJUSTED  
 PC0371* NAVD 88     -       153.865  (meters)     504.81   (feet)  ADJUSTED  
 PC0371  ___________________________________________________________________
 PC0371  EPOCH DATE  -        2007.00
 PC0371  X           -  -2,559,054.456 (meters)                     COMP
 PC0371  Y           -  -3,887,687.831 (meters)                     COMP
 PC0371  Z           -   4,346,503.802 (meters)                     COMP
 PC0371  LAPLACE CORR-           2.27  (seconds)                    DEFLEC99
 PC0371  ELLIP HEIGHT-         130.185 (meters)          (02/10/07) ADJUSTED
 PC0371  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 PC0371  DYNAMIC HT  -         153.834 (meters)     504.70  (feet)  COMP
 PC0371
 PC0371  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 PC0371  Type    PID    Designation                      North   East  Ellip
 PC0371  -------------------------------------------------------------------
 PC0371  NETWORK PC0371 500                               0.51   0.41   1.41
 PC0371  -------------------------------------------------------------------
 PC0371  MODELED GRAV-     980,413.7   (mgal)                       NAVD 88
 PC0371
 PC0371  VERT ORDER  -  FIRST     CLASS II
 PC0371
 PC0371.This mark is at Roseburg Regional Airport (RBG)
 PC0371
 PC0371.The horizontal coordinates were established by GPS observations
 PC0371.and adjusted by the National Geodetic Survey in February 2007.
 PC0371
 PC0371.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 PC0371.See www.ngs.noaa.gov/NationalReadjustment for more information.
 PC0371.The horizontal coordinates are valid at the epoch date displayed above.
 PC0371.The epoch date for horizontal control is a decimal equivalence
 PC0371.of Year/Month/Day.
 PC0371
 PC0371.The orthometric height was determined by differential leveling
 PC0371.and adjusted in June 1991.
 PC0371.WARNING-Repeat measurements at this control monument indicate possible
 PC0371.vertical movement.
 PC0371
 PC0371.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PC0371
 PC0371.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC0371
 PC0371.The ellipsoidal height was determined by GPS observations
 PC0371.and is referenced to NAD 83.
 PC0371
 PC0371.The geoid height was determined by GEOID03.
 PC0371
 PC0371.The dynamic height is computed by dividing the NAVD 88
 PC0371.geopotential number by the normal gravity value computed on the
 PC0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0371.degrees latitude (g = 980.6199 gals.).
 PC0371
 PC0371.The modeled gravity was interpolated from observed gravity values.
 PC0371
 PC0371;                    North         East     Units Scale Factor Converg.
 PC0371;SPC OR S     -   177,967.851 1,268,172.759   MT  0.99989524   -1 57 11.0
 PC0371;SPC OR S     -   583,884.03  4,160,671.78   iFT  0.99989524   -1 57 11.0
 PC0371;UTM  10      - 4,786,774.845   471,194.813   MT  0.99961021   -0 14 34.8
 PC0371
 PC0371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC0371!SPC OR S     -   0.99997958  x   0.99989524  =   0.99987483
 PC0371!UTM  10      -   0.99997958  x   0.99961021  =   0.99958980
 PC0371
 PC0371|---------------------------------------------------------------------|
 PC0371| PID    Reference Object                     Distance      Geod. Az  |
 PC0371|                                                           dddmmss.s |
 PC0371| PC0372 500 RM 1                             22.860 METERS 04340     |
 PC0371| PC0373 500 RM 2                             19.737 METERS 12433     |
 PC0371| PC1009 SEATTLE SAN FRANCISCO BCN 40 B      APPROX. 2.5 KM 1845139.1 |
 PC0371| PC1124 ROSEBURG CBL 0                       80.197 METERS 21453     |
 PC0371| PC1126 ROSEBURG CBL 430                    366.929 METERS 35258     |
 PC0371|---------------------------------------------------------------------|
 PC0371
 PC0371                          SUPERSEDED SURVEY CONTROL
 PC0371
 PC0371  NAD 83(1998)-  43 13 59.58135(N)    123 21 17.08624(W) AD(       ) 1
 PC0371  ELLIP H (07/06/01)  130.191  (m)                       GP(       ) 4 1
 PC0371  NAD 83(1998)-  43 13 59.57926(N)    123 21 17.08485(W) AD(       ) 1
 PC0371  ELLIP H (08/24/95)  130.394  (m)                       GP(       ) 4 1
 PC0371  NAD 83(1991)-  43 13 59.57450(N)    123 21 17.09210(W) AD(       ) 3
 PC0371  NAD 83(1986)-  43 13 59.57380(N)    123 21 17.11429(W) AD(       ) 3
 PC0371  NAD 27      -  43 14 00.15700(N)    123 21 12.85600(W) AD(       ) 3
 PC0371  NGVD 29 (??/??/92)  152.805  (m)          501.33   (f) ADJ UNCH    1 2
 PC0371
 PC0371.Superseded values are not recommended for survey control.
 PC0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0371.See file dsdata.txt to determine how the superseded data were derived.
 PC0371
 PC0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN7119586775(NAD 83)
 PC0371_MARKER: DD = SURVEY DISK
 PC0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0371_SP_SET: CONCRETE POST
 PC0371_STAMPING: 500 B USGS
 PC0371_MARK LOGO: USGS  
 PC0371_PROJECTION: PROJECTING 18 CENTIMETERS
 PC0371_MAGNETIC: N = NO MAGNETIC MATERIAL
 PC0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0371+STABILITY: SURFACE MOTION
 PC0371_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PC0371+SATELLITE: SATELLITE OBSERVATIONS - October 18, 1994
 PC0371
 PC0371  HISTORY     - Date     Condition        Report By
 PC0371  HISTORY     - 1942     MONUMENTED       USGS
 PC0371  HISTORY     - 1954     SEE DESCRIPTION  CGS
 PC0371  HISTORY     - 1971     SEE DESCRIPTION  NGS
 PC0371  HISTORY     - 1971     GOOD             NGS
 PC0371  HISTORY     - 1987     GOOD             NGS
 PC0371  HISTORY     - 19941018 GOOD             NOS
 PC0371  HISTORY     - 20040922 POOR             INDIV
 PC0371
 PC0371                          STATION DESCRIPTION
 PC0371
 PC0371'DESCRIBED BY US GEOLOGICAL SURVEY 1942 (EHB)
 PC0371'STATION IS LOCATED ABOUT 1 MILE, AIR LINE, NNW OF ROSEBURG, ON
 PC0371'THE E SIDE OF THE AIRPORT, ON THE RIGHT-OF-WAY OF THE SOUTHERN
 PC0371'PACIFIC RAILROAD.  IT IS 0.2 MILE S OF AIRWAY BEACON NO. 41A.
 PC0371'
 PC0371'TO REACH FROM ROSEBURG, GO N ON U.S. HIGHWAY 99 FOR 1 MILE
 PC0371'TO A CROSS ROAD AND THE MYER OIL COMPANY PLANT ON THE LEFT.  TURN
 PC0371'LEFT HERE, TOWARD THE AIRPORT, AND GO W 0.3 MILE.  THEN TURN
 PC0371'RIGHT AND GO N ALONG THE E SIDE OF THE RAILROAD 0.4 MILE.
 PC0371'
 PC0371'STATION IS HERE, 19.0 FEET W OF THE W RAIL OF THE RAILROAD,
 PC0371'6 FEET E OF THE W RIGHT-OF-WAY RAILROAD FENCE, WHICH IS THE E
 PC0371'BOUNDARY OF THE AIRPORT.  MARKED BY A BRONZE U.S.G.S. BENCH
 PC0371'MARK DISK, STAMPED ELEVATION 500, SET IN TOP OF A CONCRETE BLOCK
 PC0371'1-FOOT SQUARE AT THE TOP AND PROJECTING 1-1/4 FEET ABOVE THE
 PC0371'GROUND.  IT IS ABOUT 75 FEET W OF THE ROAD AND 25 FEET N OF A
 PC0371'HAND-CAR SIDING.
 PC0371'
 PC0371'NO UNDERGROUND MARK WAS ESTABLISHED.
 PC0371'
 PC0371'REFERENCE MARK NO.1 IS NE OF THE STATION, IN THE RIGHT-OF-WAY
 PC0371'FENCE LINE ON THE E SIDE OF THE RAILROAD.  MARKED BY A BRONZE
 PC0371'REFERENCE DISK, STAMPED U.S.G.S. B.M. NO.1 1942, SET IN TOP OF
 PC0371'A SQUARE BLOCK OF CONCRETE THAT PROJECTS ABOUT 3 INCHES ABOVE THE
 PC0371'GROUND.  IT IS BETWEEN THE RAILROAD AND THE DIRT ROAD.
 PC0371'
 PC0371'REFERENCE MARK NO.2 IS SE OF THE STATION, IN THE FENCE LINE
 PC0371'BETWEEN THE RAILROAD AND THE DIRT ROAD.  A BRONZE REFERENCE DISK,
 PC0371'STAMPED U.S.G.S. B.M. NO.2 1942, SET IN TOP OF A SQUARE BLOCK OF
 PC0371'CONCRETE THAT PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.
 PC0371'
 PC0371'STATION ROSE 1904 WILL SERVE AS AN AZIMUTH MARK.
 PC0371'
 PC0371'NOTE--THE CENTERS OF THE AIRWAY BEACON TOWERS WERE OBSERVED IN
 PC0371'DAYLIGHT.
 PC0371
 PC0371                          STATION RECOVERY (1954)
 PC0371
 PC0371'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (EEJ)
 PC0371'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD
 PC0371'CONDITION.  A NEW DESCRIPTION FOLLOWS--
 PC0371'
 PC0371'THE STATION IS LOCATED 2.0 MILES NORTH ALONG THE SOUTHERN PACIFIC
 PC0371'COMPANY RAILROAD FROM THE STATION AT ROSEBURG, 16-1/2 RAILS
 PC0371'SOUTH OF THE CROSSING OF A ROAD LEADING TO ROSEBURG MUNICIPAL
 PC0371'AIRPORT, 0.3 MILE SOUTHEAST OF THE AIRPORT OFFICE BUILDING, ALONG
 PC0371'THE EAST EDGE OF THE AIRPORT, AND ON THE RAILROAD RIGHT-OF-WAY.
 PC0371'
 PC0371'THE STATION MARK IS A U.S.G.S. BRONZE BENCH-MARK CAP, STAMPED
 PC0371'500 B 1903, 9 RAILS SOUTH OF SEMAPHORE 5746, 18.9 FEET WEST OF
 PC0371'THE WEST RAIL, 7.6 FEET EAST OF A FENCE, 1.8 FEET SOUTH OF A
 PC0371'WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND RIVETED ON TOP OF
 PC0371'A 3 1/2-INCH IRON PIPE WHICH IS ENCASED IN CONCRETE AND PROJECTS
 PC0371'1.4 FEET ABOVE THE GROUND.
 PC0371'
 PC0371'R.M. 1 IS A USC AND GS REFERENCE-MARK DISK, STAMPED USGS BM NO
 PC0371'1 1942, 72.8 FEET NORTHEAST OF AND ACROSS THE TRACK FROM THE
 PC0371'STATION, 27.5 FEET EAST OF THE EAST RAIL, 30.6 FEET WEST OF THE
 PC0371'CENTER LINE OF A PAVED ROAD, 3.8 FEET SOUTH OF A WITNESS POST,
 PC0371'ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 PC0371'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 PC0371'
 PC0371'R.M. 2 IS A USC AND GS BRONZE REFERENCE-MARK DISK, STAMPED
 PC0371'USGS BM NO 2 1942, 64.7 FEET SOUTHEAST OF AND ACROSS THE TRACK
 PC0371'FROM THE STATION, 28.2 FEET EAST OF THE EAST RAIL, AND SET IN THE
 PC0371'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 PC0371
 PC0371                          STATION RECOVERY (1971)
 PC0371
 PC0371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 PC0371'THE STATION MARK, AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 PC0371'CONDITION.  LANDMARKS HAVE CHANGED.  A NEW AND COMPLETE DESCRIPTION
 PC0371'FOLLOWS.
 PC0371'
 PC0371'THE STATION IS IN THE NORTH PART OF ROSEBURG ON THE RAILROAD
 PC0371'RIGHT-OF-WAY.
 PC0371'
 PC0371'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 99, AND
 PC0371'STATE HIGHWAY 138, WHICH IS IN THE NORTH CENTRAL PART OF ROSEBURG,
 PC0371'GO NORTH ON U.S. HIGHWAY 99 FOR 1.0 MILE TO GARDEN VALLEY
 PC0371'BLVD., TURN LEFT, AND GO WEST ON GARDEN VALLEY BLVD. FOR 0.25
 PC0371'MILE TO AIRPORT ROAD ON THE RIGHT, JUST BEFORE CROSSING THE
 PC0371'RAILROAD TRACKS, TURN RIGHT, AND GO NORTH ON AIRPORT ROAD,
 PC0371'PARALLELING THE RAILROAD TRACKS, FOR 0.45 MILE TO THE STATION ON
 PC0371'THE LEFT.
 PC0371'
 PC0371'THE STATION MARK, STAMPED ELEVATION 500 1903, IS A
 PC0371'U.S. GEOLOGICAL SURVEY DISK SET IN A 12-INCH SQUARE CONCRETE
 PC0371'MONUMENT THAT PROJECTS 1.5 FEET.  IT IS 500 FEET NORTHWEST OF THE
 PC0371'ROSEBURG DISTRICT B.L.M. OFFICES, 300 FEET NORTH OF AN AUTOMATIC
 PC0371'RAILROAD SIGNAL, 82 FEET WEST OF THE CENTER OF AIRPORT ROAD, 60
 PC0371'FEET NORTH OF A TELEPHONE POLE, 23 FEET EAST OF THE FENCE AROUND
 PC0371'THE AIRPORT, AND 19 FEET WEST OF THE NEAREST RAIL OF THE
 PC0371'RAILROAD.
 PC0371'
 PC0371'REFERENCE MARK NO. 1, STAMPED USGS BM NO 1 1942, IS A STANDARD
 PC0371'DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3
 PC0371'INCHES, 30 FEET WEST OF THE CENTER OF AIRPORT ROAD, 28 FEET EAST
 PC0371'OF THE NEAREST RAIL OF THE RAILROAD, AND 1 FOOT SOUTH OF A METAL
 PC0371'WITNESS POST.  (NOTE 11A)
 PC0371'
 PC0371'REFERENCE MARK NO. 2, STAMPED USGS BM NO 2 1942, IS A STANDARD DISK
 PC0371'SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES,
 PC0371'30 FEET WEST OF THE CENTER OF AIRPORT ROAD, 28 FEET EAST OF THE
 PC0371'NEAREST RAIL, 17 FEET SOUTHEAST OF A TELEPHONE POLE, AND 1 FOOT
 PC0371'NORTH OF A METAL WITNESS POST.  (NOTE 11A)
 PC0371'
 PC0371'THE DISTANCE BETWEEN R.M. NO. 1, AND R.M. NO. 2 IS 90.04 FEET OR
 PC0371'27.444 METERS.
 PC0371'
 PC0371'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PC0371'AT ROSEBURG.
 PC0371
 PC0371                          STATION RECOVERY (1971)
 PC0371
 PC0371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 PC0371'2 MI N FROM ROSEBURG.
 PC0371'REACHED FROM THE JUNCTION OF GARDEN VALLEY BLVD., AND AIRPORT ROAD,
 PC0371'WHICH IS IN THE NORTHWEST PART OF ROSEBURG, GO NORTH ON AIRPORT ROAD
 PC0371'FOR 0.45 MILE TO THE BENCH MARK ON THE LEFT, 300 FEET NORTH OF AN
 PC0371'AUTOMATIC RAILROAD SIGNAL, 82 FEET WEST OF THE CENTER OF AIRPORT ROAD,
 PC0371'60 FEET NORTH OF A TELEPHONE POLE, 23 FEET EAST OF THE FENCE AROUND
 PC0371'THE AIRPORT, AND 19 FEET WEST OF THE NEAREST RAIL OF THE RAILROAD
 PC0371'TRACKS SET IN A CONCRETE MONUMENT THAT IS 12-INCHES SQUARE AT THE TOP,
 PC0371'AND PROJECTS 1.5 FEET.
 PC0371
 PC0371                          STATION RECOVERY (1987)
 PC0371
 PC0371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PC0371'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN ROSEBURG,
 PC0371'AT 1900 AIRPORT ROAD, 57.8 M (189.6 FT) WEST OF THE NORTHWEST CORNER
 PC0371'OF A BUILDING AT 1900 AIRPORT ROAD, 25.1 M (82.3 FT) WEST OF THE
 PC0371'CENTERLINE OF THE ROAD, 22.3 M (73.2 FT) SOUTHWEST OF 500 RM 1 USGS,
 PC0371'19.9 M (65.3 FT) NORTHWEST OF 500 RM 2 USGS, 7.3 M (24.0 FT) EAST OF
 PC0371'A FENCE, AND 5.8 M (19.0 FT) EAST OF THE NEAR RAIL OF THE SOUTHERN
 PC0371'PACIFIC RAILROAD.  NOTE--THE CONCRETE POST IS CRACKED, BUT IS SOLID
 PC0371'IN PLACE.
 PC0371'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 PC0371
 PC0371                          STATION RECOVERY (1994)
 PC0371
 PC0371'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (JFG)
 PC0371'RECOVERED AS DESCRIBED.
 PC0371
 PC0371                          STATION RECOVERY (2004)
 PC0371
 PC0371'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (MAH)
 PC0371'MONUMENT FOUND WITH CONCRETE POST BROKEN AND SEPERATED FROM IRON PIPE.
 PC0371' 
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0372 ***********************************************************************
 PC0372  DESIGNATION -  500 RM 1
 PC0372  PID         -  PC0372
 PC0372  STATE/COUNTY-  OR/DOUGLAS
 PC0372  USGS QUAD   -  ROSEBURG EAST (1987)
 PC0372
 PC0372                         *CURRENT SURVEY CONTROL
 PC0372  ___________________________________________________________________
 PC0372* NAD 83(2007)-  43 14 00.10965(N)    123 21 16.41477(W)     NO CHECK  
 PC0372* NAVD 88     -       154.348  (meters)     506.39   (feet)  ADJUSTED  
 PC0372  ___________________________________________________________________
 PC0372  EPOCH DATE  -        2007.00
 PC0372  X           -  -2,559,035.889 (meters)                     COMP
 PC0372  Y           -  -3,887,687.178 (meters)                     COMP
 PC0372  Z           -   4,346,515.957 (meters)                     COMP
 PC0372  LAPLACE CORR-           2.28  (seconds)                    DEFLEC99
 PC0372  ELLIP HEIGHT-         130.676 (meters)          (02/10/07) NO CHECK
 PC0372  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 PC0372  DYNAMIC HT  -         154.317 (meters)     506.29  (feet)  COMP
 PC0372
 PC0372  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 PC0372  Type    PID    Designation                      North   East  Ellip
 PC0372  -------------------------------------------------------------------
 PC0372  NETWORK PC0372 500 RM 1                          0.53   0.43   1.43
 PC0372  -------------------------------------------------------------------
 PC0372  MODELED GRAV-     980,413.5   (mgal)                       NAVD 88
 PC0372
 PC0372  VERT ORDER  -  FIRST     CLASS II
 PC0372
 PC0372.The horizontal coordinates were established by GPS observations
 PC0372.and adjusted by the National Geodetic Survey in February 2007.
 PC0372
 PC0372.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 PC0372.See www.ngs.noaa.gov/NationalReadjustment for more information.
 PC0372.No horizontal observational check was made to the station.
 PC0372.The horizontal coordinates are valid at the epoch date displayed above.
 PC0372.The epoch date for horizontal control is a decimal equivalence
 PC0372.of Year/Month/Day.
 PC0372
 PC0372.The orthometric height was determined by differential leveling
 PC0372.and adjusted in June 1991.
 PC0372
 PC0372.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PC0372
 PC0372.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC0372
 PC0372.The ellipsoidal height was determined by GPS observations
 PC0372.and is referenced to NAD 83.
 PC0372
 PC0372.The geoid height was determined by GEOID03.
 PC0372
 PC0372.The dynamic height is computed by dividing the NAVD 88
 PC0372.geopotential number by the normal gravity value computed on the
 PC0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0372.degrees latitude (g = 980.6199 gals.).
 PC0372
 PC0372.The modeled gravity was interpolated from observed gravity values.
 PC0372
 PC0372;                    North         East     Units Scale Factor Converg.
 PC0372;SPC OR S     -   177,983.545 1,268,188.450   MT  0.99989524   -1 57 10.6
 PC0372;SPC OR S     -   583,935.52  4,160,723.26   iFT  0.99989524   -1 57 10.6
 PC0372;UTM  10      - 4,786,790.996   471,210.025   MT  0.99961020   -0 14 34.3
 PC0372
 PC0372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC0372!SPC OR S     -   0.99997951  x   0.99989524  =   0.99987475
 PC0372!UTM  10      -   0.99997951  x   0.99961020  =   0.99958972
 PC0372
 PC0372                          SUPERSEDED SURVEY CONTROL
 PC0372
 PC0372  NAD 83(1998)-  43 14 00.10703(N)    123 21 16.41482(W) AD(       ) 3
 PC0372  ELLIP H (10/11/01)  130.680  (m)                       GP(       ) 4 2
 PC0372  NAD 83(1991)-  43 14 00.10495(N)    123 21 16.41343(W) AD(       ) 3
 PC0372  ELLIP H (06/25/98)  130.883  (m)                       GP(       ) 4 2
 PC0372  NAVD 88 (06/25/98)  154.35   (m)          506.4    (f) LEVELING    3  
 PC0372  NGVD 29 (??/??/92)  153.288  (m)          502.91   (f) ADJ UNCH    1 2
 PC0372
 PC0372.Superseded values are not recommended for survey control.
 PC0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0372.See file dsdata.txt to determine how the superseded data were derived.
 PC0372
 PC0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN7121086791(NAD 83)
 PC0372_MARKER: DR = REFERENCE MARK DISK
 PC0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0372_SP_SET: CONCRETE POST
 PC0372_STAMPING: USGS RM NO 1 1942
 PC0372_MARK LOGO: CGS   
 PC0372_PROJECTION: PROJECTING 3 CENTIMETERS
 PC0372_MAGNETIC: N = NO MAGNETIC MATERIAL
 PC0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0372+STABILITY: SURFACE MOTION
 PC0372_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PC0372+SATELLITE: SATELLITE OBSERVATIONS - October 15, 1997
 PC0372
 PC0372  HISTORY     - Date     Condition        Report By
 PC0372  HISTORY     - 1942     MONUMENTED       CGS
 PC0372  HISTORY     - 1971     GOOD             NGS
 PC0372  HISTORY     - 1987     GOOD             NGS
 PC0372  HISTORY     - 19971015 GOOD             NGS
 PC0372
 PC0372                          STATION DESCRIPTION
 PC0372
 PC0372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 PC0372'2 MI N FROM ROSEBURG.
 PC0372'REACHED FROM THE JUNCTION OF GARDEN VALLEY BLVD., AND AIRPORT ROAD,
 PC0372'WHICH IS IN THE NORTHWEST PART OF ROSEBURG, GO NORTH ON AIRPORT ROAD
 PC0372'FOR 0.45 MILE TO THE BENCH MARK ON THE LEFT, 72.87 FEET NORTHEAST OF
 PC0372'BENCH MARK 500 (USGS), 30 FEET WEST OF THE CENTER OF AIRPORT ROAD, 28
 PC0372'FEET EAST OF THE NEAREST RAIL OF THE RAILROAD, AND 1 FOOT SOUTH OF A
 PC0372'METAL WITNESS POST.
 PC0372
 PC0372                          STATION RECOVERY (1987)
 PC0372
 PC0372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PC0372'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN ROSEBURG,
 PC0372'AT 1900 AIRPORT ROAD, 48.8 M (160.1 FT) NORTHWEST OF THE NORTHWEST
 PC0372'CORNER OF A BUILDING AT 1900 AIRPORT ROAD, 19.9 M (65.3 FT) NORTHEAST
 PC0372'OF TRIANGULATION STATION 500 USGS, 9.5 M (31.2 FT) WEST OF THE
 PC0372'CENTERLINE OF THE ROAD, AND 8.6 M (28.2 FT) EAST OF THE NEAR RAIL OF
 PC0372'THE SOUTHERN PACIFIC RAILROAD.  NOTE--NOT LEVELED TO THIS SURVEY.
 PC0372'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 PC0372'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 PC0372
 PC0372                          STATION RECOVERY (1997)
 PC0372
 PC0372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 PC0372'THE STATION IS LOCATED IN ROSEBURG ALONG THE EAST EDGE OF THE ROSEBURG
 PC0372'REGIONAL AIRPORT.  OWNERSHIP--CITY OF ROSEBURG.  TO REACH THE STATION
 PC0372'FROM THE JUNCTION OF U S INTERSTATE HIGHWAY 5 AND NW EDENBOWER DRIVE
 PC0372'(EXIT 127) GO EAST FOR 0.4 MI (0.6 KM) ON THE DRIVE TO THE
 PC0372'INTERSECTION OF A PAVED ROAD, TURN RIGHT AND GO SOUTHERLY FOR 0.8 MI
 PC0372'(1.3 KM) ON STATE HIGHWAY 99 TO A PAVED ROAD RIGHT, TURN RIGHT AND GO
 PC0372'WEST THEN SOUTH FOR 0.25 MI (0.40 KM) ON NE EXCHANGE AVENUE TO THE
 PC0372'STATION ON THE RIGHT BETWEEN THE AVENUE AND A SINGLE RAILROAD TRACK.
 PC0372'THE STATION IS LOCATED 19.9 M (65.3 FT) NORTHEAST OF TRIANGULATION
 PC0372'STATION 500 USGS, 9.5 M (31.2 FT) WEST OF THE CENTER OF THE AVENUE,
 PC0372'8.6 M (28.2 FT) EAST OF THE NEAR RAIL OF THE TRACKS, 0.3 M (1.0 FT)
 PC0372'SOUTH OF A METAL WITNESS POST, AND THE MONUMENT IS PROJECTING
 PC0372'5-CENTIMETERS ABOVE THE GROND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0373 ***********************************************************************
 PC0373  DESIGNATION -  500 RM 2
 PC0373  PID         -  PC0373
 PC0373  STATE/COUNTY-  OR/DOUGLAS
 PC0373  USGS QUAD   -  ROSEBURG EAST (1987)
 PC0373
 PC0373                         *CURRENT SURVEY CONTROL
 PC0373  ___________________________________________________________________
 PC0373* NAD 83(1986)-  43 13 59.     (N)    123 21 16.     (W)     SCALED    
 PC0373* NAVD 88     -       154.737  (meters)     507.67   (feet)  ADJUSTED  
 PC0373  ___________________________________________________________________
 PC0373  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 PC0373  DYNAMIC HT  -         154.706 (meters)     507.56  (feet)  COMP
 PC0373  MODELED GRAV-     980,413.5   (mgal)                       NAVD 88
 PC0373
 PC0373  VERT ORDER  -  FIRST     CLASS II
 PC0373
 PC0373.The horizontal coordinates were scaled from a topographic map and have
 PC0373.an estimated accuracy of +/- 6 seconds.
 PC0373
 PC0373.The orthometric height was determined by differential leveling
 PC0373.and adjusted in June 1991.
 PC0373
 PC0373.The geoid height was determined by GEOID03.
 PC0373
 PC0373.The dynamic height is computed by dividing the NAVD 88
 PC0373.geopotential number by the normal gravity value computed on the
 PC0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0373.degrees latitude (g = 980.6199 gals.).
 PC0373
 PC0373.The modeled gravity was interpolated from observed gravity values.
 PC0373
 PC0373;                    North         East    Units  Estimated Accuracy
 PC0373;SPC OR S     -   177,950.    1,268,200.      MT  (+/- 180 meters Scaled)
 PC0373
 PC0373                          SUPERSEDED SURVEY CONTROL
 PC0373
 PC0373  NGVD 29 (??/??/92)  153.678  (m)          504.19   (f) ADJ UNCH    1 2
 PC0373
 PC0373.Superseded values are not recommended for survey control.
 PC0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0373.See file dsdata.txt to determine how the superseded data were derived.
 PC0373
 PC0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN712867(NAD 83)
 PC0373_MARKER: DR = REFERENCE MARK DISK
 PC0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0373_SP_SET: CONCRETE POST
 PC0373_STAMPING: USGS RM NO 2 1942
 PC0373_MARK LOGO: CGS   
 PC0373_PROJECTION: PROJECTING 3 CENTIMETERS
 PC0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0373+STABILITY: SURFACE MOTION
 PC0373
 PC0373  HISTORY     - Date     Condition        Report By
 PC0373  HISTORY     - 1942     MONUMENTED       CGS
 PC0373  HISTORY     - 1971     GOOD             NGS
 PC0373  HISTORY     - 1987     GOOD             NGS
 PC0373
 PC0373                          STATION DESCRIPTION
 PC0373
 PC0373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 PC0373'2 MI N FROM ROSEBURG.
 PC0373'REACHED FROM THE JUNCTION OF GARDEN VALLEY BLVD., AND AIRPORT ROAD,
 PC0373'WHICH IS IN THE NORTHWEST PART OF ROSEBURG, GO NORTH ON AIRPORT ROAD
 PC0373'FOR 0.45 MILE TO THE BENCH MARK ON THE LEFT, 90.04 FEET SOUTH OF BENCH
 PC0373'MARK 500 USGS RM 1, 30 FEET WEST OF THE CENTER OF AIRPORT ROAD, 28
 PC0373'FEET EAST OF THE NEAREST RAIL OF THE RAILROAD TRACKS, 17 FEET
 PC0373'SOUTHEAST OF A TELEPHONE POLE, AND 1 FOOT NORTH OF A METAL WITNESS
 PC0373'POST SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES.
 PC0373
 PC0373                          STATION RECOVERY (1987)
 PC0373
 PC0373'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PC0373'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN ROSEBURG,
 PC0373'AT 1900 AIRPORT ROAD, 41.2 M (135.2 FT) WEST OF THE NORTHWEST CORNER
 PC0373'OF A BUILDING AT 1900 AIRPORT ROAD, 19.9 M (65.3 FT) SOUTHEAST OF
 PC0373'TRIANGULATION STATION 500 USGS, 9.2 M (30.2 FT) WEST OF THE
 PC0373'CENTERLINE OF THE ROAD, 8.8 M (28.9 FT) EAST OF THE NEAR RAIL OF THE
 PC0373'SOUTHERN PACIFIC RAILROAD, AND 5.1 M (16.7 FT) SOUTHEAST OF A UTILITY
 PC0373'POLE.  NOTE--NOT LEVELED TO THIS SURVEY.
 PC0373'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 PC0373'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0355 ***********************************************************************
 PC0355  DESIGNATION -  501 B
 PC0355  PID         -  PC0355
 PC0355  STATE/COUNTY-  OR/DOUGLAS
 PC0355  USGS QUAD   -  ROSEBURG EAST (1987)
 PC0355
 PC0355                         *CURRENT SURVEY CONTROL
 PC0355  ___________________________________________________________________
 PC0355* NAD 83(1986)-  43 09 58.     (N)    123 22 02.     (W)     SCALED    
 PC0355* NAVD 88     -       154.159  (meters)     505.77   (feet)  ADJUSTED  
 PC0355  ___________________________________________________________________
 PC0355  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 PC0355  DYNAMIC HT  -         154.125 (meters)     505.66  (feet)  COMP
 PC0355  MODELED GRAV-     980,400.9   (mgal)                       NAVD 88
 PC0355
 PC0355  VERT ORDER  -  FIRST     CLASS II
 PC0355
 PC0355.The horizontal coordinates were scaled from a topographic map and have
 PC0355.an estimated accuracy of +/- 6 seconds.
 PC0355
 PC0355.The orthometric height was determined by differential leveling
 PC0355.and adjusted in June 1991.
 PC0355.WARNING-Repeat measurements at this control monument indicate possible
 PC0355.vertical movement.
 PC0355
 PC0355.The geoid height was determined by GEOID03.
 PC0355
 PC0355.The dynamic height is computed by dividing the NAVD 88
 PC0355.geopotential number by the normal gravity value computed on the
 PC0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0355.degrees latitude (g = 980.6199 gals.).
 PC0355
 PC0355.The modeled gravity was interpolated from observed gravity values.
 PC0355
 PC0355;                    North         East    Units  Estimated Accuracy
 PC0355;SPC OR S     -   170,550.    1,266,910.      MT  (+/- 180 meters Scaled)
 PC0355
 PC0355                          SUPERSEDED SURVEY CONTROL
 PC0355
 PC0355  NGVD 29 (??/??/92)  153.10   (m)          502.3    (f) COMPUTED    1 2
 PC0355
 PC0355.Superseded values are not recommended for survey control.
 PC0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0355.See file dsdata.txt to determine how the superseded data were derived.
 PC0355
 PC0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN701793(NAD 83)
 PC0355_MARKER: P = PIPE CAP
 PC0355_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PC0355_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PC0355_STAMPING: 501 B 1903
 PC0355_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PC0355
 PC0355  HISTORY     - Date     Condition        Report By
 PC0355  HISTORY     - 1903     MONUMENTED       USGS
 PC0355  HISTORY     - 1954     GOOD             NGS
 PC0355  HISTORY     - 1987     MARK NOT FOUND   NGS
 PC0355
 PC0355                          STATION DESCRIPTION
 PC0355
 PC0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 PC0355'3.9 MI S FROM ROSEBURG.
 PC0355'3.9 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 PC0355'STATION AT ROSEBURG, 13 1/2 RAILS SOUTHWEST OF THE CROSSING OF A ROAD
 PC0355'(CROSSING 568.8), AT MILEAGE 568.75, IN LINE WITH A ROW OF TELEPHONE
 PC0355'POLES, 23.1 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 2.2 FEET NORTHEAST
 PC0355'OF A WITNESS POST, ABOUT 1/2 FOOT LOWER THAN THE TRACK, AND RIVETED ON
 PC0355'TOP OF A 3 1/2-INCH IRON PIPE ENCASED IN CONCRETE AND PROJECTING 0.1
 PC0355'FOOT ABOVE THE GROUND.  NOTE-- THE PIPE IS SLANTING.  THE ROD WAS HELD
 PC0355'ON THE LETTERS OG OF THE WORD GEOLOGICAL DURING THE 1954 RELEVELING.
 PC0355
 PC0355                          STATION RECOVERY (1987)
 PC0355
 PC0355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PC0355'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0582 ***********************************************************************
 RB0582  DESIGNATION -  502
 RB0582  PID         -  RB0582
 RB0582  STATE/COUNTY-  OR/UMATILLA
 RB0582  USGS QUAD   -  HERMISTON (1993)
 RB0582
 RB0582                         *CURRENT SURVEY CONTROL
 RB0582  ___________________________________________________________________
 RB0582* NAD 83(1986)-  45 49 42.     (N)    119 17 52.     (W)     SCALED    
 RB0582* NAVD 88     -       153.995  (meters)     505.23   (feet)  ADJUSTED  
 RB0582  ___________________________________________________________________
 RB0582  GEOID HEIGHT-         -21.75  (meters)                     GEOID03
 RB0582  DYNAMIC HT  -         153.993 (meters)     505.23  (feet)  COMP
 RB0582  MODELED GRAV-     980,595.2   (mgal)                       NAVD 88
 RB0582
 RB0582  VERT ORDER  -  SECOND    CLASS 0
 RB0582
 RB0582.The horizontal coordinates were scaled from a topographic map and have
 RB0582.an estimated accuracy of +/- 6 seconds.
 RB0582
 RB0582.The orthometric height was determined by differential leveling
 RB0582.and adjusted in June 1991.
 RB0582
 RB0582.The geoid height was determined by GEOID03.
 RB0582
 RB0582.The dynamic height is computed by dividing the NAVD 88
 RB0582.geopotential number by the normal gravity value computed on the
 RB0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0582.degrees latitude (g = 980.6199 gals.).
 RB0582
 RB0582.The modeled gravity was interpolated from observed gravity values.
 RB0582
 RB0582;                    North         East    Units  Estimated Accuracy
 RB0582;SPC OR N     -   240,910.    2,593,410.      MT  (+/- 180 meters Scaled)
 RB0582
 RB0582                          SUPERSEDED SURVEY CONTROL
 RB0582
 RB0582  NGVD 29 (??/??/92)  152.982  (m)          501.91   (f) ADJ UNCH    2 0
 RB0582
 RB0582.Superseded values are not recommended for survey control.
 RB0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0582.See file dsdata.txt to determine how the superseded data were derived.
 RB0582
 RB0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL215775(NAD 83)
 RB0582_MARKER: DD = SURVEY DISK
 RB0582_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RB0582_SP_SET: CULVERT
 RB0582_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RB0582
 RB0582  HISTORY     - Date     Condition        Report By
 RB0582  HISTORY     - UNK      MONUMENTED       BOR
 RB0582  HISTORY     - 1951     GOOD             NGS
 RB0582
 RB0582                          STATION DESCRIPTION
 RB0582
 RB0582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 RB0582'1.2 MI SE FROM HERMISTON.
 RB0582'1.2 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 RB0582'AT HERMISTON, UMATILLA COUNTY, 0.3 MILE NORTHWEST OF MILEPOST 191,
 RB0582'ABOUT 225 FEET NORTHWEST OF THE CENTER OF A PRIVATE ROAD CROSSING, 18
 RB0582'FEET NORTHWEST OF THE SIGN HERMISTON ONE MILE, AT CONCRETE IRRIGATION
 RB0582'CULVERT 190.90, IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST
 RB0582'HEADWALL, AND 10.2 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK.  A
 RB0582'UNITED STATES RECLAMATION SERVICE STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1255 ***********************************************************************
 NZ1255  DESIGNATION -  5027
 NZ1255  PID         -  NZ1255
 NZ1255  STATE/COUNTY-  OR/JACKSON
 NZ1255  USGS QUAD   -  TALLOWBOX MOUNTAIN (1996)
 NZ1255
 NZ1255                         *CURRENT SURVEY CONTROL
 NZ1255  ___________________________________________________________________
 NZ1255* NAD 83(1991)-  42 11 46.92129(N)    123 09 05.50246(W)     ADJUSTED  
 NZ1255* NAVD 88     -      1534.     (meters)    5033.     (feet)  SCALED    
 NZ1255  ___________________________________________________________________
 NZ1255  LAPLACE CORR-           2.96  (seconds)                    DEFLEC99
 NZ1255  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 NZ1255  HORZ ORDER  -  THIRD
 NZ1255
 NZ1255.The horizontal coordinates were established by classical geodetic methods
 NZ1255.and adjusted by the National Geodetic Survey in October 1991.
 NZ1255
 NZ1255.The orthometric height was scaled from a topographic map.
 NZ1255
 NZ1255.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ1255
 NZ1255.The geoid height was determined by GEOID03.
 NZ1255
 NZ1255;                    North         East     Units Scale Factor Converg.
 NZ1255;SPC OR S     -    62,309.211 1,281,023.966   MT  1.00003730   -1 48 50.5
 NZ1255;SPC OR S     -   204,426.55  4,202,834.53   iFT  1.00003730   -1 48 50.5
 NZ1255;SPC CA 1     -   818,562.901 1,904,874.699   MT  1.00017781   -0 45 10.7
 NZ1255;SPC CA 1     - 2,685,568.45  6,249,576.41   sFT  1.00017781   -0 45 10.7
 NZ1255;UTM  10      - 4,671,590.116   487,489.428   MT  0.99960193   -0 06 06.4
 NZ1255
 NZ1255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NZ1255!SPC OR S     -   0.99976322  x   1.00003730  =   0.99980051
 NZ1255!SPC CA 1     -   0.99976322  x   1.00017781  =   0.99994099
 NZ1255!UTM  10      -   0.99976322  x   0.99960193  =   0.99936525
 NZ1255
 NZ1255:                Primary Azimuth Mark                     Grid Az
 NZ1255:SPC OR S     -  5555                                     277 50 33.0
 NZ1255:SPC CA 1     -  5555                                     276 46 53.2
 NZ1255:UTM  10      -  5555                                     276 07 48.9
 NZ1255
 NZ1255|---------------------------------------------------------------------|
 NZ1255| PID    Reference Object                     Distance      Geod. Az  |
 NZ1255|                                                           dddmmss.s |
 NZ1255| NZ1270 5555                                APPROX.25.7 KM 2760142.5 |
 NZ1255|---------------------------------------------------------------------|
 NZ1255
 NZ1255                          SUPERSEDED SURVEY CONTROL
 NZ1255
 NZ1255  NAD 83(1986)-  42 11 46.91339(N)    123 09 05.50977(W) AD(       ) 3
 NZ1255  NAD 27      -  42 11 47.45990(N)    123 09 01.34460(W) AD(       ) 3
 NZ1255
 NZ1255.Superseded values are not recommended for survey control.
 NZ1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1255.See file dsdata.txt to determine how the superseded data were derived.
 NZ1255
 NZ1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM8748971590(NAD 83)
 NZ1255_MARKER: DD = SURVEY DISK
 NZ1255_SETTING: 66 = SET IN ROCK OUTCROP
 NZ1255_MARK LOGO: USGS  
 NZ1255_MAGNETIC: N = NO MAGNETIC MATERIAL
 NZ1255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ1255+STABILITY: SURFACE MOTION
 NZ1255
 NZ1255  HISTORY     - Date     Condition        Report By
 NZ1255  HISTORY     - 1904     MONUMENTED       USGS
 NZ1255  HISTORY     - 1952     SEE DESCRIPTION  CGS
 NZ1255  HISTORY     - 19831010 GOOD             NGS
 NZ1255
 NZ1255                          STATION DESCRIPTION
 NZ1255
 NZ1255'DESCRIBED BY US GEOLOGICAL SURVEY 1904
 NZ1255'SEE STATION TALLOWBOX
 NZ1255
 NZ1255                          STATION RECOVERY (1952)
 NZ1255
 NZ1255'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (WRH)
 NZ1255'THE STATION IS LOCATED ABOUT 16 MILES AIRLINE SOUTHWEST OF
 NZ1255'MEDFORD, 16 MILES SOUTHEAST OF GRANTS PASS, ON TOP OF TALLOWBOX
 NZ1255'MOUNTAIN.
 NZ1255'
 NZ1255'THE MARK IS A U.S. GEOLOGICAL SURVEY DISK STAMPED 5027 CEMENTED
 NZ1255'IN A DRILL HOLE IN OUTCROP THAT PROJECTS 5 FEET ABOVE THE
 NZ1255'GROUND.  IT IS 29.388 FEET- 8.957 METERS SOUTH OF STATION
 NZ1255'TALLOWBOX.
 NZ1255
 NZ1255                          STATION RECOVERY (1983)
 NZ1255
 NZ1255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 NZ1255'THE STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0999 ***********************************************************************
 QD0999  DESIGNATION -  5042
 QD0999  PID         -  QD0999
 QD0999  STATE/COUNTY-  OR/LANE
 QD0999  USGS QUAD   -  NORTH SISTER (1988)
 QD0999
 QD0999                         *CURRENT SURVEY CONTROL
 QD0999  ___________________________________________________________________
 QD0999* NAD 83(1986)-  44 14 43.     (N)    121 50 33.     (W)     SCALED    
 QD0999* NAVD 88     -      1538.151  (meters)    5046.42   (feet)  POSTED    
 QD0999  ___________________________________________________________________
 QD0999  GEOID HEIGHT-         -20.86  (meters)                     GEOID03
 QD0999  DYNAMIC HT  -        1537.470 (meters)    5044.18  (feet)  COMP
 QD0999  MODELED GRAV-     980,117.5   (mgal)                       NAVD 88
 QD0999
 QD0999  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 QD0999
 QD0999.The horizontal coordinates were scaled from a topographic map and have
 QD0999.an estimated accuracy of +/- 6 seconds.
 QD0999
 QD0999.The orthometric height was determined by differential leveling
 QD0999.and adjusted by the  in 1992.
 QD0999.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 QD0999.rate of 1.1 thru 2.0 mm/km.
 QD0999
 QD0999.The geoid height was determined by GEOID03.
 QD0999
 QD0999.The dynamic height is computed by dividing the NAVD 88
 QD0999.geopotential number by the normal gravity value computed on the
 QD0999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0999.degrees latitude (g = 980.6199 gals.).
 QD0999
 QD0999.The modeled gravity was interpolated from observed gravity values.
 QD0999
 QD0999;                    North         East    Units  Estimated Accuracy
 QD0999;SPC OR S     -   287,320.    1,392,770.      MT  (+/- 180 meters Scaled)
 QD0999
 QD0999                          SUPERSEDED SURVEY CONTROL
 QD0999
 QD0999  NGVD 29 (??/??/92) 1536.888  (m)         5042.27   (f) ADJ UNCH    1 2
 QD0999
 QD0999.Superseded values are not recommended for survey control.
 QD0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0999.See file dsdata.txt to determine how the superseded data were derived.
 QD0999
 QD0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP924997(NAD 83)
 QD0999_MARKER: B = BOLT
 QD0999_SETTING: 66 = SET IN ROCK OUTCROP
 QD0999_SP_SET: FLAT ROCK
 QD0999_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QD0999+STABILITY: POSITION/ELEVATION WELL
 QD0999
 QD0999  HISTORY     - Date     Condition        Report By
 QD0999  HISTORY     - UNK      MONUMENTED       USGS
 QD0999  HISTORY     - 1943     GOOD             NGS
 QD0999  HISTORY     - 1981     MARK NOT FOUND   LOCSUR
 QD0999
 QD0999                          STATION DESCRIPTION
 QD0999
 QD0999'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QD0999'2.5 MI SW FROM MCKENZIE PASS.
 QD0999'ABOUT 2.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 28 FROM MCKENZIE PASS,
 QD0999'DESCHUTES COUNTY, 51.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 QD0999'BRIDGE 15.73.68, 29.0 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 QD0999'SET IN THE TOP OF A FLAT ROCK, 1.0 FOOT EAST OF A WHITE REFERENCE
 QD0999'POST.  A BOLT.
 QD0999
 QD0999                          STATION RECOVERY (1981)
 QD0999
 QD0999'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 QD0999'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0493 ***********************************************************************
 PA0493  DESIGNATION -  5070=5061
 PA0493  PID         -  PA0493
 PA0493  STATE/COUNTY-  OR/CROOK
 PA0493  USGS QUAD   -  MACKEY BUTTE (1992)
 PA0493
 PA0493                         *CURRENT SURVEY CONTROL
 PA0493  ___________________________________________________________________
 PA0493* NAD 83(1986)-  43 45 02.     (N)    119 51 30.     (W)     SCALED    
 PA0493* NAVD 88     -      1546.386  (meters)    5073.43   (feet)  ADJUSTED  
 PA0493  ___________________________________________________________________
 PA0493  GEOID HEIGHT-         -19.20  (meters)                     GEOID03
 PA0493  DYNAMIC HT  -        1545.602 (meters)    5070.86  (feet)  COMP
 PA0493  MODELED GRAV-     980,057.1   (mgal)                       NAVD 88
 PA0493
 PA0493  VERT ORDER  -  FIRST     CLASS II
 PA0493
 PA0493.The horizontal coordinates were scaled from a topographic map and have
 PA0493.an estimated accuracy of +/- 6 seconds.
 PA0493
 PA0493.The orthometric height was determined by differential leveling
 PA0493.and adjusted in June 1991.
 PA0493
 PA0493.The geoid height was determined by GEOID03.
 PA0493
 PA0493.The dynamic height is computed by dividing the NAVD 88
 PA0493.geopotential number by the normal gravity value computed on the
 PA0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0493.degrees latitude (g = 980.6199 gals.).
 PA0493
 PA0493.The modeled gravity was interpolated from observed gravity values.
 PA0493
 PA0493;                    North         East    Units  Estimated Accuracy
 PA0493;SPC OR S     -   231,690.    1,551,680.      MT  (+/- 180 meters Scaled)
 PA0493
 PA0493                          SUPERSEDED SURVEY CONTROL
 PA0493
 PA0493  NGVD 29 (??/??/92) 1545.123  (m)         5069.29   (f) ADJ UNCH    1 2
 PA0493
 PA0493.Superseded values are not recommended for survey control.
 PA0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0493.See file dsdata.txt to determine how the superseded data were derived.
 PA0493
 PA0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKJ698481(NAD 83)
 PA0493_MARKER: P = PIPE CAP
 PA0493_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PA0493_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PA0493_STAMPING: 5069.560 H 1903
 PA0493_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PA0493
 PA0493  HISTORY     - Date     Condition        Report By
 PA0493  HISTORY     - 1903     MONUMENTED       USGS
 PA0493  HISTORY     - 1935     GOOD             NGS
 PA0493
 PA0493                          STATION DESCRIPTION
 PA0493
 PA0493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PA0493'19.0 MI NW FROM SUNTEX.
 PA0493'IN CROOK COUNTY, 19.0 MILES NORTHWEST ALONG THE PAULINA-BURNS ROAD
 PA0493'FROM SUNTEX, HARNEY COUNTY, 1.9 MILES NORTHWEST OF THE FOREST
 PA0493'BOUNDARY, 1.7 MILES EAST OF THE BUCK CREEK CROSSING, 282 FEET
 PA0493'SOUTHEAST OF A WASH CROSSING THE ROAD WHICH IS AT THE POINT WHERE THE
 PA0493'ROAD CHANGES SIDES OF THE CANYON, 13 FEET SOUTHWEST OF THE WASH, 8
 PA0493'FEET NORTHEAST OF THE ROAD CENTERLINE, AT THE EDGE OF THE GRADE
 PA0493'SECTION OF ROAD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP
 PA0493'STAMPED 5069.560 H 1903 AND RIVETED TO A 3 1/2 INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0216 ***********************************************************************
 QE0216  DESIGNATION -  508
 QE0216  PID         -  QE0216
 QE0216  STATE/COUNTY-  OR/LINN
 QE0216  USGS QUAD   -  WATERLOO (1988)
 QE0216
 QE0216                         *CURRENT SURVEY CONTROL
 QE0216  ___________________________________________________________________
 QE0216* NAD 83(1986)-  44 26 32.     (N)    122 47 18.     (W)     SCALED    
 QE0216* NAVD 88     -       156.375  (meters)     513.04   (feet)  ADJUSTED  
 QE0216  ___________________________________________________________________
 QE0216  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 QE0216  DYNAMIC HT  -         156.355 (meters)     512.97  (feet)  COMP
 QE0216  MODELED GRAV-     980,484.9   (mgal)                       NAVD 88
 QE0216
 QE0216  VERT ORDER  -  FIRST     CLASS II
 QE0216
 QE0216.The horizontal coordinates were scaled from a topographic map and have
 QE0216.an estimated accuracy of +/- 6 seconds.
 QE0216
 QE0216.The orthometric height was determined by differential leveling
 QE0216.and adjusted in June 1991.
 QE0216
 QE0216.The geoid height was determined by GEOID03.
 QE0216
 QE0216.The dynamic height is computed by dividing the NAVD 88
 QE0216.geopotential number by the normal gravity value computed on the
 QE0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0216.degrees latitude (g = 980.6199 gals.).
 QE0216
 QE0216.The modeled gravity was interpolated from observed gravity values.
 QE0216
 QE0216;                    North         East    Units  Estimated Accuracy
 QE0216;SPC OR N     -    88,760.    2,317,860.      MT  (+/- 180 meters Scaled)
 QE0216
 QE0216                          SUPERSEDED SURVEY CONTROL
 QE0216
 QE0216  NGVD 29 (??/??/92)  155.347  (m)          509.67   (f) ADJ UNCH    1 2
 QE0216
 QE0216.Superseded values are not recommended for survey control.
 QE0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0216.See file dsdata.txt to determine how the superseded data were derived.
 QE0216
 QE0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ168210(NAD 83)
 QE0216_MARKER: Q = CHISELED SQUARE
 QE0216_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QE0216_SP_SET: CULVERT
 QE0216_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0216
 QE0216  HISTORY     - Date     Condition        Report By
 QE0216  HISTORY     - UNK      MONUMENTED       USGS
 QE0216  HISTORY     - 1945     POOR             NGS
 QE0216
 QE0216                          STATION DESCRIPTION
 QE0216
 QE0216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 QE0216'4.3 MI NW FROM SWEET HOME.
 QE0216'4.3 MILES NORTHWEST ALONG THE SOUTH SANTIAM HIGHWAY (U.S. 20) FROM THE
 QE0216'JUNCTION OF STATE HIGHWAY 228 AT SWEET HOME, LINN COUNTY, IN THE WEST
 QE0216'CORNER OF THE FORK, OF A ROAD LEADING SOUTH TO MOUNTAIN HOME SCHOOL,
 QE0216'AND ON THE TOP OF A CONCRETE DRAINPIPE.  A CHISELED SQUARE. NOTE--
 QE0216'THIS MARK IS A CHISELED SQUARE ON THE END OF A CONCRETE CULVERT PIPE
 QE0216'WHICH SHOWS SIGNS OF DISTURBANCE.  USE WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1298 ***********************************************************************
 NZ1298  DESIGNATION -  5092 VA
 NZ1298  PID         -  NZ1298
 NZ1298  STATE/COUNTY-  OR/JOSEPHINE
 NZ1298  USGS QUAD   -  PEARSOLL PEAK (1989)
 NZ1298
 NZ1298                         *CURRENT SURVEY CONTROL
 NZ1298  ___________________________________________________________________
 NZ1298* NAD 83(1991)-  42 17 55.82050(N)    123 50 44.80813(W)     ADJUSTED  
 NZ1298* NAVD 88     -      1557.     (meters)    5108.     (feet)  SCALED    
 NZ1298  ___________________________________________________________________
 NZ1298  LAPLACE CORR-           8.09  (seconds)                    DEFLEC99
 NZ1298  GEOID HEIGHT-         -25.17  (meters)                     GEOID03
 NZ1298  HORZ ORDER  -  SECOND
 NZ1298
 NZ1298.The horizontal coordinates were established by classical geodetic methods
 NZ1298.and adjusted by the National Geodetic Survey in October 1991.
 NZ1298
 NZ1298.The orthometric height was scaled from a topographic map.
 NZ1298
 NZ1298.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ1298
 NZ1298.The geoid height was determined by GEOID03.
 NZ1298
 NZ1298;                    North         East     Units Scale Factor Converg.
 NZ1298;SPC OR S     -    75,735.595 1,224,171.280   MT  1.00000886   -2 17 20.4
 NZ1298;SPC OR S     -   248,476.36  4,016,309.97   iFT  1.00000886   -2 17 20.4
 NZ1298;UTM  10      - 4,683,303.164   430,282.954   MT  0.99965980   -0 34 09.2
 NZ1298
 NZ1298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NZ1298!SPC OR S     -   0.99975980  x   1.00000886  =   0.99976866
 NZ1298!UTM  10      -   0.99975980  x   0.99965980  =   0.99941968
 NZ1298
 NZ1298                          SUPERSEDED SURVEY CONTROL
 NZ1298
 NZ1298  NAD 83(1986)-  42 17 55.80743(N)    123 50 44.81628(W) AD(       ) 2
 NZ1298  NAD 27      -  42 17 56.41100(N)    123 50 40.54500(W) AD(       ) 2
 NZ1298
 NZ1298.Superseded values are not recommended for survey control.
 NZ1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1298.See file dsdata.txt to determine how the superseded data were derived.
 NZ1298
 NZ1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM3028383303(NAD 83)
 NZ1298
 NZ1298  HISTORY     - Date     Condition        Report By
 NZ1298  HISTORY     - 1942     MONUMENTED       USGS
 NZ1298
 NZ1298                          STATION DESCRIPTION
 NZ1298
 NZ1298'DESCRIBED BY US GEOLOGICAL SURVEY 1942
 NZ1298'SEE STATION PEARSOLL
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0483 ***********************************************************************
 RD0483  DESIGNATION -  51
 RD0483  PID         -  RD0483
 RD0483  STATE/COUNTY-  OR/MULTNOMAH
 RD0483  USGS QUAD   -  PORTLAND (1990)
 RD0483
 RD0483                         *CURRENT SURVEY CONTROL
 RD0483  ___________________________________________________________________
 RD0483* NAD 83(1986)-  45 32 27.     (N)    122 41 48.     (W)     SCALED    
 RD0483* NAVD 88     -        12.788  (meters)      41.96   (feet)  ADJUSTED  
 RD0483  ___________________________________________________________________
 RD0483  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 RD0483  DYNAMIC HT  -          12.788 (meters)      41.96  (feet)  COMP
 RD0483  MODELED GRAV-     980,618.0   (mgal)                       NAVD 88
 RD0483
 RD0483  VERT ORDER  -  FIRST     CLASS II
 RD0483
 RD0483.The horizontal coordinates were scaled from a topographic map and have
 RD0483.an estimated accuracy of +/- 6 seconds.
 RD0483
 RD0483.The orthometric height was determined by differential leveling
 RD0483.and adjusted in June 1991.
 RD0483
 RD0483.The geoid height was determined by GEOID03.
 RD0483
 RD0483.The dynamic height is computed by dividing the NAVD 88
 RD0483.geopotential number by the normal gravity value computed on the
 RD0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0483.degrees latitude (g = 980.6199 gals.).
 RD0483
 RD0483.The modeled gravity was interpolated from observed gravity values.
 RD0483
 RD0483;                    North         East    Units  Estimated Accuracy
 RD0483;SPC OR N     -   210,590.    2,328,470.      MT  (+/- 180 meters Scaled)
 RD0483
 RD0483                          SUPERSEDED SURVEY CONTROL
 RD0483
 RD0483  NGVD 29 (05/16/90)   11.728  (m)           38.48   (f) ADJUSTED    1 2
 RD0483
 RD0483.Superseded values are not recommended for survey control.
 RD0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0483.See file dsdata.txt to determine how the superseded data were derived.
 RD0483
 RD0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER236430(NAD 83)
 RD0483_MARKER: DD = SURVEY DISK
 RD0483_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 RD0483_SP_SET: 2 STORY BUILDING
 RD0483_STAMPING: 51
 RD0483_MARK LOGO: OR1650
 RD0483_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RD0483+STABILITY: POSITION/ELEVATION WELL
 RD0483_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD0483+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2007
 RD0483
 RD0483  HISTORY     - Date     Condition        Report By
 RD0483  HISTORY     - UNK      MONUMENTED
 RD0483  HISTORY     - 1934     GOOD             NGS
 RD0483  HISTORY     - 1986     GOOD             USPSQD
 RD0483  HISTORY     - 1986     GOOD             USPSQD
 RD0483  HISTORY     - 1987     GOOD             NGS
 RD0483  HISTORY     - 1988     GOOD             USPSQD
 RD0483  HISTORY     - 1989     GOOD             USPSQD
 RD0483  HISTORY     - 1989     GOOD             USPSQD
 RD0483  HISTORY     - 1990     GOOD             USPSQD
 RD0483  HISTORY     - 20021116 GOOD             USPSQD
 RD0483  HISTORY     - 20050220 GOOD             USPSQD
 RD0483  HISTORY     - 20060228 GOOD             USPSQD
 RD0483  HISTORY     - 20070317 GOOD             USPSQD
 RD0483
 RD0483                          STATION DESCRIPTION
 RD0483
 RD0483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RD0483'IN PORTLAND.
 RD0483'SET VERTICALLY IN THE SOUTH FACE OF A BUILDING LOCATED ON THE NORTH
 RD0483'SIDE OF N.W. NICOLAI ST., ABOUT 50 FEET EAST OF N.W. TWENTY-SECOND
 RD0483'AVE., NEAR ANGLE IN WALL AND ABOUT 1 FOOT ABOVE SIDEWALK.
 RD0483
 RD0483                          STATION RECOVERY (1986)
 RD0483
 RD0483'RECOVERY NOTE BY US POWER SQUADRON 1986 (GAN)
 RD0483'RECOVERED IN GOOD CONDITION.
 RD0483
 RD0483                          STATION RECOVERY (1986)
 RD0483
 RD0483'RECOVERY NOTE BY US POWER SQUADRON 1986 (CWE)
 RD0483'RECOVERED IN GOOD CONDITION.
 RD0483
 RD0483                          STATION RECOVERY (1987)
 RD0483
 RD0483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD0483'RECOVERED IN GOOD CONDITION.
 RD0483
 RD0483                          STATION RECOVERY (1988)
 RD0483
 RD0483'RECOVERY NOTE BY US POWER SQUADRON 1988 (GAN)
 RD0483'RECOVERED IN GOOD CONDITION.
 RD0483
 RD0483                          STATION RECOVERY (1989)
 RD0483
 RD0483'RECOVERY NOTE BY US POWER SQUADRON 1989 (FV)
 RD0483'RECOVERED IN GOOD CONDITION.
 RD0483
 RD0483                          STATION RECOVERY (1989)
 RD0483
 RD0483'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RD0483'RECOVERED IN GOOD CONDITION.
 RD0483
 RD0483                          STATION RECOVERY (1990)
 RD0483
 RD0483'RECOVERY NOTE BY US POWER SQUADRON 1990 (KRN)
 RD0483'RECOVERED IN GOOD CONDITION.
 RD0483
 RD0483                          STATION RECOVERY (2002)
 RD0483
 RD0483'RECOVERY NOTE BY US POWER SQUADRON 2002
 RD0483'RECOVERED IN GOOD CONDITION.
 RD0483
 RD0483                          STATION RECOVERY (2005)
 RD0483
 RD0483'RECOVERY NOTE BY US POWER SQUADRON 2005 (SO)
 RD0483'RECOVERED IN GOOD CONDITION.
 RD0483
 RD0483                          STATION RECOVERY (2006)
 RD0483
 RD0483'RECOVERY NOTE BY US POWER SQUADRON 2006 (CJ)
 RD0483'RECOVERED IN GOOD CONDITION.
 RD0483
 RD0483                          STATION RECOVERY (2007)
 RD0483
 RD0483'RECOVERY NOTE BY US POWER SQUADRON 2007 (RR)
 RD0483'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0655 ***********************************************************************
 NW0655  DESIGNATION -  51 BKC
 NW0655  PID         -  NW0655
 NW0655  STATE/COUNTY-  OR/MALHEUR
 NW0655  USGS QUAD   -  FLAT TOP MTN SE (1978)
 NW0655
 NW0655                         *CURRENT SURVEY CONTROL
 NW0655  ___________________________________________________________________
 NW0655* NAD 83(1986)-  42 35 24.     (N)    117 48 56.     (W)     SCALED    
 NW0655* NAVD 88     -      1271.620  (meters)    4171.97   (feet)  ADJUSTED  
 NW0655  ___________________________________________________________________
 NW0655  GEOID HEIGHT-         -18.33  (meters)                     GEOID03
 NW0655  DYNAMIC HT  -        1270.925 (meters)    4169.69  (feet)  COMP
 NW0655  MODELED GRAV-     980,029.9   (mgal)                       NAVD 88
 NW0655
 NW0655  VERT ORDER  -  SECOND    CLASS 0
 NW0655
 NW0655.The horizontal coordinates were scaled from a topographic map and have
 NW0655.an estimated accuracy of +/- 6 seconds.
 NW0655
 NW0655.The orthometric height was determined by differential leveling
 NW0655.and adjusted in August 1995.
 NW0655
 NW0655.The geoid height was determined by GEOID03.
 NW0655
 NW0655.The dynamic height is computed by dividing the NAVD 88
 NW0655.geopotential number by the normal gravity value computed on the
 NW0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0655.degrees latitude (g = 980.6199 gals.).
 NW0655
 NW0655.The modeled gravity was interpolated from observed gravity values.
 NW0655
 NW0655;                    North         East    Units  Estimated Accuracy
 NW0655;SPC OR S     -   106,100.    1,720,290.      MT  (+/- 180 meters Scaled)
 NW0655
 NW0655                          SUPERSEDED SURVEY CONTROL
 NW0655
 NW0655.No superseded survey control is available for this station.
 NW0655
 NW0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH330156(NAD 83)
 NW0655_MARKER: DB = BENCH MARK DISK
 NW0655_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0655_SP_SET: COPPER-CLAD STEEL ROD
 NW0655_STAMPING: 51 BKC 1973 4169
 NW0655_MARK LOGO: USGS  
 NW0655_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0655_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0655_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0655+SATELLITE: SATELLITE OBSERVATIONS - 1973
 NW0655
 NW0655  HISTORY     - Date     Condition        Report By
 NW0655  HISTORY     - 1973     MONUMENTED       USGS
 NW0655
 NW0655                          STATION DESCRIPTION
 NW0655
 NW0655'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 NW0655'FROM BURNS JUNCTION, OREGON PROCEED 12.6 MILES SOUTH ALONG U S
 NW0655'HIGHWAY 95, THENCE 3.0 MILES EAST ALONG A GRAVEL ROAD, AT THE TOP OF
 NW0655'A RIDGE, 46 FEET NORTHWEST OF TWO (BURLED) UPRIGHT WOODEN RAILROAD
 NW0655'TIES, 44 FEET NORTH OF THE CENTERLINE OF THE ROAD, SET ON A 5/8-INCH
 NW0655'COPPER-COATED ROD DRIVEN TO REFUSAL (ROD DEPTH UNKNOWN) WITH THE TOP
 NW0655'ENCASED IN 6-INCH DRAINPIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0757 ***********************************************************************
 PA0757  DESIGNATION -  51 DOR
 PA0757  PID         -  PA0757
 PA0757  STATE/COUNTY-  OR/CROOK
 PA0757  USGS QUAD   -  HARDIN RANCH (1981)
 PA0757
 PA0757                         *CURRENT SURVEY CONTROL
 PA0757  ___________________________________________________________________
 PA0757* NAD 83(1986)-  43 54 22.     (N)    119 57 22.     (W)     SCALED    
 PA0757* NAVD 88     -      1361.197  (meters)    4465.86   (feet)  ADJUSTED  
 PA0757  ___________________________________________________________________
 PA0757  GEOID HEIGHT-         -19.25  (meters)                     GEOID03
 PA0757  DYNAMIC HT  -        1360.577 (meters)    4463.83  (feet)  COMP
 PA0757  MODELED GRAV-     980,115.4   (mgal)                       NAVD 88
 PA0757
 PA0757  VERT ORDER  -  THIRD
 PA0757
 PA0757.The horizontal coordinates were scaled from a topographic map and have
 PA0757.an estimated accuracy of +/- 6 seconds.
 PA0757
 PA0757.The orthometric height was determined by differential leveling
 PA0757.and adjusted in August 1995.
 PA0757
 PA0757.The geoid height was determined by GEOID03.
 PA0757
 PA0757.The dynamic height is computed by dividing the NAVD 88
 PA0757.geopotential number by the normal gravity value computed on the
 PA0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0757.degrees latitude (g = 980.6199 gals.).
 PA0757
 PA0757.The modeled gravity was interpolated from observed gravity values.
 PA0757
 PA0757;                    North         East    Units  Estimated Accuracy
 PA0757;SPC OR S     -   248,910.    1,543,690.      MT  (+/- 180 meters Scaled)
 PA0757
 PA0757                          SUPERSEDED SURVEY CONTROL
 PA0757
 PA0757.No superseded survey control is available for this station.
 PA0757
 PA0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKJ626656(NAD 83)
 PA0757_MARKER: DA = ASTRO MARKER (USUALLY A DISK)
 PA0757_SETTING: 80 = SET IN A BOULDER
 PA0757_SP_SET: BOULDER
 PA0757_STAMPING: 51 DOR 1976
 PA0757_MARK LOGO: USGS  
 PA0757_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 PA0757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0757+STABILITY: SURFACE MOTION
 PA0757
 PA0757  HISTORY     - Date     Condition        Report By
 PA0757  HISTORY     - 1976     MONUMENTED       USGS
 PA0757  HISTORY     - 19781103 GOOD             USGS
 PA0757
 PA0757                          STATION DESCRIPTION
 PA0757
 PA0757'DESCRIBED BY US GEOLOGICAL SURVEY 1978
 PA0757'RILEY-JCT OF US HWY 395 AND US HWY 20-, 30 MI W OF, ALONG US HWY 20
 PA0757'TO T-RD N, THENCE 20.8 MI N ALONG PAULINA RD TO X-RD E TO TWELVEMILE
 PA0757'CREEK, THENCE 2.6 MI E TO BRIDGE AND T-RD, THENCE 4.1 MI N AND E TO
 PA0757'CATTLEGUARD.  95 FT SE OF T-RD N, 66 FT S OF RD AT CATTLEGUARD, 42 FT
 PA0757'N OF FENCE CORNER, 0.5 FT E OF FENCE.  IN LARGE BOULDER BURIED IN
 PA0757'HOLE 3 1/2-FT DEEP, SET ON COPPER-COATED ROD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0322 ***********************************************************************
 NX0322  DESIGNATION -  51 FMK
 NX0322  PID         -  NX0322
 NX0322  STATE/COUNTY-  OR/HARNEY
 NX0322  USGS QUAD   -  CLOVER SWALE (1971)
 NX0322
 NX0322                         *CURRENT SURVEY CONTROL
 NX0322  ___________________________________________________________________
 NX0322* NAD 83(1986)-  42 58 15.     (N)    119 15 57.     (W)     SCALED    
 NX0322* NAVD 88     -      1526.905  (meters)    5009.52   (feet)  ADJUSTED  
 NX0322  ___________________________________________________________________
 NX0322  GEOID HEIGHT-         -19.40  (meters)                     GEOID03
 NX0322  DYNAMIC HT  -        1526.018 (meters)    5006.61  (feet)  COMP
 NX0322  MODELED GRAV-     979,985.5   (mgal)                       NAVD 88
 NX0322
 NX0322  VERT ORDER  -  SECOND    CLASS 0
 NX0322
 NX0322.The horizontal coordinates were scaled from a topographic map and have
 NX0322.an estimated accuracy of +/- 6 seconds.
 NX0322
 NX0322.The orthometric height was determined by differential leveling
 NX0322.and adjusted in August 1995.
 NX0322
 NX0322.The geoid height was determined by GEOID03.
 NX0322
 NX0322.The dynamic height is computed by dividing the NAVD 88
 NX0322.geopotential number by the normal gravity value computed on the
 NX0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0322.degrees latitude (g = 980.6199 gals.).
 NX0322
 NX0322.The modeled gravity was interpolated from observed gravity values.
 NX0322
 NX0322;                    North         East    Units  Estimated Accuracy
 NX0322;SPC OR S     -   145,610.    1,600,670.      MT  (+/- 180 meters Scaled)
 NX0322
 NX0322                          SUPERSEDED SURVEY CONTROL
 NX0322
 NX0322.No superseded survey control is available for this station.
 NX0322
 NX0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH152600(NAD 83)
 NX0322_MARKER: DB = BENCH MARK DISK
 NX0322_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NX0322_SP_SET: COPPER-CLAD STEEL ROD
 NX0322_STAMPING: 51 FMK 1970 5006
 NX0322_MARK LOGO: USGS  
 NX0322_PROJECTION: FLUSH
 NX0322_MAGNETIC: I = MARKER IS A STEEL ROD
 NX0322_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NX0322_ROD/PIPE-DEPTH: 1.52 meters
 NX0322
 NX0322  HISTORY     - Date     Condition        Report By
 NX0322  HISTORY     - 1970     MONUMENTED       USGS
 NX0322
 NX0322                          STATION DESCRIPTION
 NX0322
 NX0322'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NX0322'FROM THE WINDMILL (T29S R27E SEC 32), PROCEED 0.3 MILE SOUTH ALONG A
 NX0322'DIRT ROAD TO A ROAD FORK, THENCE 0.6 MILE NORTHEAST ALONG A DIRT ROAD
 NX0322'TO A ROAD JUNCTION, THENCE 17.7 MILES SOUTHEAST ALONG THE DIRT ROAD
 NX0322'TO MATTIES ARK AND FOSTER LAKE, 63 FEET WEST OF THE CENTERLINE OF A
 NX0322'Y-ROAD JUNCTION, WITNESS POST SET AT BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0508 ***********************************************************************
 PC0508  DESIGNATION -  51 GWM
 PC0508  PID         -  PC0508
 PC0508  STATE/COUNTY-  OR/DOUGLAS
 PC0508  USGS QUAD   -  TENMILE (1990)
 PC0508
 PC0508                         *CURRENT SURVEY CONTROL
 PC0508  ___________________________________________________________________
 PC0508* NAD 83(1986)-  43 07 10.     (N)    123 36 04.     (W)     SCALED    
 PC0508* NAVD 88     -       246.352  (meters)     808.24   (feet)  POSTED    
 PC0508  ___________________________________________________________________
 PC0508  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 PC0508  DYNAMIC HT  -         246.290 (meters)     808.04  (feet)  COMP
 PC0508  MODELED GRAV-     980,369.7   (mgal)                       NAVD 88
 PC0508
 PC0508  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 PC0508
 PC0508.The horizontal coordinates were scaled from a topographic map and have
 PC0508.an estimated accuracy of +/- 6 seconds.
 PC0508
 PC0508.The orthometric height was determined by differential leveling
 PC0508.and adjusted by the  in 1992.
 PC0508.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 PC0508.was located on a no-check spur therefore a value was not computed.
 PC0508.No vertical observational check was made to the station.
 PC0508
 PC0508.The geoid height was determined by GEOID03.
 PC0508
 PC0508.The dynamic height is computed by dividing the NAVD 88
 PC0508.geopotential number by the normal gravity value computed on the
 PC0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0508.degrees latitude (g = 980.6199 gals.).
 PC0508
 PC0508.The modeled gravity was interpolated from observed gravity values.
 PC0508
 PC0508;                    North         East    Units  Estimated Accuracy
 PC0508;SPC OR S     -   166,050.    1,247,710.      MT  (+/- 180 meters Scaled)
 PC0508
 PC0508                          SUPERSEDED SURVEY CONTROL
 PC0508
 PC0508  NGVD 29 (??/??/92)  245.294  (m)          804.77   (f) ADJ UNCH    2 0
 PC0508
 PC0508.Superseded values are not recommended for survey control.
 PC0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0508.See file dsdata.txt to determine how the superseded data were derived.
 PC0508
 PC0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN510742(NAD 83)
 PC0508_MARKER: DD = SURVEY DISK
 PC0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PC0508_STAMPING: G W M 51 804 1942
 PC0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0508+STABILITY: SURFACE MOTION
 PC0508
 PC0508  HISTORY     - Date     Condition        Report By
 PC0508  HISTORY     - 1942     MONUMENTED       USGS
 PC0508  HISTORY     - 1942     GOOD             NGS
 PC0508  HISTORY     - 1973     MARK NOT FOUND   USGS
 PC0508
 PC0508                          STATION DESCRIPTION
 PC0508
 PC0508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 PC0508'2.9 MI NW FROM TENMILE.
 PC0508'ALONG A GRAVEL ROAD FROM TENMILE TO TIOGA, 1 MILE NORTHWEST OF A
 PC0508'COVERED BRIDGE NO 5-17.7, 18 FEET SOUTH OF CENTER LINE OF ROAD, 2 FEET
 PC0508'NORTH OF FENCE LINE.
 PC0508
 PC0508                          STATION RECOVERY (1973)
 PC0508
 PC0508'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 PC0508'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0665 ***********************************************************************
 NW0665  DESIGNATION -  51 MDC
 NW0665  PID         -  NW0665
 NW0665  STATE/COUNTY-  OR/MALHEUR
 NW0665  USGS QUAD   -  CAVIATTA RIDGE (1980)
 NW0665
 NW0665                         *CURRENT SURVEY CONTROL
 NW0665  ___________________________________________________________________
 NW0665* NAD 83(1986)-  42 31 43.     (N)    117 28 40.     (W)     SCALED    
 NW0665* NAVD 88     -      1446.135  (meters)    4744.53   (feet)  ADJUSTED  
 NW0665  ___________________________________________________________________
 NW0665  GEOID HEIGHT-         -17.87  (meters)                     GEOID03
 NW0665  DYNAMIC HT  -        1445.261 (meters)    4741.66  (feet)  COMP
 NW0665  MODELED GRAV-     979,965.8   (mgal)                       NAVD 88
 NW0665
 NW0665  VERT ORDER  -  SECOND    CLASS 0
 NW0665
 NW0665.The horizontal coordinates were scaled from a topographic map and have
 NW0665.an estimated accuracy of +/- 6 seconds.
 NW0665
 NW0665.The orthometric height was determined by differential leveling
 NW0665.and adjusted in August 1995.
 NW0665
 NW0665.The geoid height was determined by GEOID03.
 NW0665
 NW0665.The dynamic height is computed by dividing the NAVD 88
 NW0665.geopotential number by the normal gravity value computed on the
 NW0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0665.degrees latitude (g = 980.6199 gals.).
 NW0665
 NW0665.The modeled gravity was interpolated from observed gravity values.
 NW0665
 NW0665;                    North         East    Units  Estimated Accuracy
 NW0665;SPC OR S     -   100,230.    1,748,250.      MT  (+/- 180 meters Scaled)
 NW0665
 NW0665                          SUPERSEDED SURVEY CONTROL
 NW0665
 NW0665.No superseded survey control is available for this station.
 NW0665
 NW0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH607085(NAD 83)
 NW0665_MARKER: DB = BENCH MARK DISK
 NW0665_SETTING: 80 = SET IN A BOULDER
 NW0665_SP_SET: BOULDER
 NW0665_STAMPING: 51 MDC 1974 4741
 NW0665_MARK LOGO: USGS  
 NW0665_MAGNETIC: N = NO MAGNETIC MATERIAL
 NW0665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NW0665+STABILITY: SURFACE MOTION
 NW0665
 NW0665  HISTORY     - Date     Condition        Report By
 NW0665  HISTORY     - 1974     MONUMENTED       USGS
 NW0665
 NW0665                          STATION DESCRIPTION
 NW0665
 NW0665'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 NW0665'FROM BURNS JUNCTION OREGON, PROCEED 12.6 MILES SOUTH ALONG U S
 NW0665'HIGHWAY 95, THENCE 10.5 MILES EAST AND 3.3 MILES SOUTH ALONG A GRAVEL
 NW0665'ROAD, THENCE 13.1 MILES EAST AND NORTHEAST ALONG A TRACK ROAD, THENCE
 NW0665'1.6 MILES SOUTH ALONG A TRACK ROAD, AT A BEND IN THE ROAD, 60 FEET
 NW0665'WEST OF THE CENTERLINE OF THE ROAD, 11 FEET EAST OF A FENCE, CEMENTED
 NW0665'IN A LARGE BOULDER THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0328 ***********************************************************************
 RD0328  DESIGNATION -  51.3
 RD0328  PID         -  RD0328
 RD0328  STATE/COUNTY-  OR/MULTNOMAH
 RD0328  USGS QUAD   -  PORTLAND (1990)
 RD0328
 RD0328                         *CURRENT SURVEY CONTROL
 RD0328  ___________________________________________________________________
 RD0328* NAD 83(1986)-  45 29 59.     (N)    122 38 55.     (W)     SCALED    
 RD0328* NAVD 88     -        16.835  (meters)      55.23   (feet)  ADJUSTED  
 RD0328  ___________________________________________________________________
 RD0328  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 RD0328  DYNAMIC HT  -          16.836 (meters)      55.24  (feet)  COMP
 RD0328  MODELED GRAV-     980,627.3   (mgal)                       NAVD 88
 RD0328
 RD0328  VERT ORDER  -  FIRST     CLASS II
 RD0328
 RD0328.The horizontal coordinates were scaled from a topographic map and have
 RD0328.an estimated accuracy of +/- 6 seconds.
 RD0328
 RD0328.The orthometric height was determined by differential leveling
 RD0328.and adjusted in June 1991.
 RD0328
 RD0328.The geoid height was determined by GEOID03.
 RD0328
 RD0328.The dynamic height is computed by dividing the NAVD 88
 RD0328.geopotential number by the normal gravity value computed on the
 RD0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0328.degrees latitude (g = 980.6199 gals.).
 RD0328
 RD0328.The modeled gravity was interpolated from observed gravity values.
 RD0328
 RD0328;                    North         East    Units  Estimated Accuracy
 RD0328;SPC OR N     -   205,930.    2,332,100.      MT  (+/- 180 meters Scaled)
 RD0328
 RD0328                          SUPERSEDED SURVEY CONTROL
 RD0328
 RD0328  NGVD 29 (??/??/92)   15.770  (m)           51.74   (f) ADJ UNCH    1 2
 RD0328
 RD0328.Superseded values are not recommended for survey control.
 RD0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0328.See file dsdata.txt to determine how the superseded data were derived.
 RD0328
 RD0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER274385(NAD 83)
 RD0328_MARKER: Q = CHISELED SQUARE
 RD0328_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD0328_SP_SET: CONCRETE BASE
 RD0328_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0328
 RD0328  HISTORY     - Date     Condition        Report By
 RD0328  HISTORY     - UNK      MONUMENTED       CGS
 RD0328  HISTORY     - 1935     GOOD             ORDT
 RD0328  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RD0328  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 RD0328
 RD0328                          STATION DESCRIPTION
 RD0328
 RD0328'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1935
 RD0328'IN PORTLAND.
 RD0328'AT PORTLAND, MULTNOMAH COUNTY, AT THE SOUTHEAST CORNER OF THE
 RD0328'INTERSECTION OF SOUTHEAST POWELL BOULEVARD AND SOUTHEAST SEVENTEENTH
 RD0328'AVENUE, 12 FEET SOUTHWEST OF THE SOUTHERN PACIFIC COMPANY TRACK, AND
 RD0328'IN THE CONCRETE BASE OF A DANGER SIGNAL.  A CHISELED SQUARE.
 RD0328
 RD0328                          STATION RECOVERY (1988)
 RD0328
 RD0328'RECOVERY NOTE BY US POWER SQUADRON 1988 (KRN)
 RD0328'MARK NOT FOUND.
 RD0328
 RD0328                          STATION RECOVERY (1989)
 RD0328
 RD0328'RECOVERY NOTE BY US POWER SQUADRON 1989 (FV)
 RD0328'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0133 ***********************************************************************
 NY0133  DESIGNATION -  5112.08
 NY0133  PID         -  NY0133
 NY0133  STATE/COUNTY-  OR/LAKE
 NY0133  USGS QUAD   -  QUARTZ VALLEY (1988)
 NY0133
 NY0133                         *CURRENT SURVEY CONTROL
 NY0133  ___________________________________________________________________
 NY0133* NAD 83(1986)-  42 19 43.     (N)    120 51 47.     (W)     SCALED    
 NY0133* NAVD 88     -      1559.356  (meters)    5115.99   (feet)  ADJUSTED  
 NY0133  ___________________________________________________________________
 NY0133  GEOID HEIGHT-         -21.24  (meters)                     GEOID03
 NY0133  DYNAMIC HT  -        1558.339 (meters)    5112.65  (feet)  COMP
 NY0133  MODELED GRAV-     979,914.3   (mgal)                       NAVD 88
 NY0133
 NY0133  VERT ORDER  -  FIRST     CLASS II
 NY0133
 NY0133.The horizontal coordinates were scaled from a topographic map and have
 NY0133.an estimated accuracy of +/- 6 seconds.
 NY0133
 NY0133.The orthometric height was determined by differential leveling
 NY0133.and adjusted in June 1991.
 NY0133
 NY0133.The geoid height was determined by GEOID03.
 NY0133
 NY0133.The dynamic height is computed by dividing the NAVD 88
 NY0133.geopotential number by the normal gravity value computed on the
 NY0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0133.degrees latitude (g = 980.6199 gals.).
 NY0133
 NY0133.The modeled gravity was interpolated from observed gravity values.
 NY0133
 NY0133;                    North         East    Units  Estimated Accuracy
 NY0133;SPC OR S     -    73,600.    1,470,080.      MT  (+/- 180 meters Scaled)
 NY0133
 NY0133                          SUPERSEDED SURVEY CONTROL
 NY0133
 NY0133  NGVD 29 (??/??/92) 1558.170  (m)         5112.10   (f) ADJ UNCH    1 2
 NY0133
 NY0133.Superseded values are not recommended for survey control.
 NY0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0133.See file dsdata.txt to determine how the superseded data were derived.
 NY0133
 NY0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM760884(NAD 83)
 NY0133_MARKER: DD = SURVEY DISK
 NY0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NY0133_STAMPING: 5112.08
 NY0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0133+STABILITY: SURFACE MOTION
 NY0133
 NY0133  HISTORY     - Date     Condition        Report By
 NY0133  HISTORY     - UNK      MONUMENTED       ORDT
 NY0133  HISTORY     - 1942     GOOD             NGS
 NY0133
 NY0133                          STATION DESCRIPTION
 NY0133
 NY0133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NY0133'10.61 MI E FROM BLY.
 NY0133'LOCATED ALONG OREGON STATE HIGHWAY NO. 66, 57 FEET NORTH OF CENTER
 NY0133'LINE OF HIGHWAY, 3 1/2 FEET ABOVE HIGHWAY LEVEL, 42 FEET WEST OF
 NY0133'20-INCH TREE WITH TRIANGULAR BLAZE, 60 FEET EAST OF SIGN READING
 NY0133'(QUARTZ MT. AREA TIMBER STAND IMPROVEMENT), WITNESS POST SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0353 ***********************************************************************
 NZ0353  DESIGNATION -  5136.6
 NZ0353  PID         -  NZ0353
 NZ0353  STATE/COUNTY-  OR/DOUGLAS
 NZ0353  USGS QUAD   -  BUTLER BUTTE (1989)
 NZ0353
 NZ0353                         *CURRENT SURVEY CONTROL
 NZ0353  ___________________________________________________________________
 NZ0353* NAD 83(1986)-  42 53 34.     (N)    122 38 48.     (W)     SCALED    
 NZ0353* NAVD 88     -      1566.833  (meters)    5140.52   (feet)  ADJUSTED  
 NZ0353  ___________________________________________________________________
 NZ0353  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 NZ0353  DYNAMIC HT  -        1566.250 (meters)    5138.61  (feet)  COMP
 NZ0353  MODELED GRAV-     980,188.6   (mgal)                       NAVD 88
 NZ0353
 NZ0353  VERT ORDER  -  SECOND    CLASS 0
 NZ0353
 NZ0353.The horizontal coordinates were scaled from a topographic map and have
 NZ0353.an estimated accuracy of +/- 6 seconds.
 NZ0353
 NZ0353.The orthometric height was determined by differential leveling
 NZ0353.and adjusted in June 1991.
 NZ0353
 NZ0353.The geoid height was determined by GEOID03.
 NZ0353
 NZ0353.The dynamic height is computed by dividing the NAVD 88
 NZ0353.geopotential number by the normal gravity value computed on the
 NZ0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0353.degrees latitude (g = 980.6199 gals.).
 NZ0353
 NZ0353.The modeled gravity was interpolated from observed gravity values.
 NZ0353
 NZ0353;                    North         East    Units  Estimated Accuracy
 NZ0353;SPC OR S     -   138,450.    1,324,690.      MT  (+/- 180 meters Scaled)
 NZ0353
 NZ0353                          SUPERSEDED SURVEY CONTROL
 NZ0353
 NZ0353  NGVD 29 (??/??/92) 1565.819  (m)         5137.19   (f) ADJ UNCH    2 0
 NZ0353
 NZ0353.Superseded values are not recommended for survey control.
 NZ0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0353.See file dsdata.txt to determine how the superseded data were derived.
 NZ0353
 NZ0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN288489(NAD 83)
 NZ0353_MARKER: N = NAIL
 NZ0353_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NZ0353_SP_SET: FIR TREE
 NZ0353_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0353
 NZ0353  HISTORY     - Date     Condition        Report By
 NZ0353  HISTORY     - UNK      MONUMENTED       USGS
 NZ0353  HISTORY     - 1967     MARK NOT FOUND   NGS
 NZ0353
 NZ0353                          STATION DESCRIPTION
 NZ0353
 NZ0353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 NZ0353'7.3 MI NE FROM FAWN CAMP.
 NZ0353'4.3 MILES SOUTHWEST ALONG THE FAWN CAMP ROAD FROM HUCKLEBERRY GAP,
 NZ0353'ABOUT 115 YARDS NORTHEAST OF BM A 502, 17 1/2 FEET SOUTHEAST OF THE
 NZ0353'CENTER LINE OF THE ROAD, ABOUT 3 FEET HIGHER THAN THE ROAD, AND DRIVEN
 NZ0353'IN THE WEST BASE OF A 40-INCH FIR TREE SUPPORTING A TELEPHONE LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0218 ***********************************************************************
 QE0218  DESIGNATION -  516 RESET
 QE0218  PID         -  QE0218
 QE0218  STATE/COUNTY-  OR/LINN
 QE0218  USGS QUAD   -  WATERLOO (1988)
 QE0218
 QE0218                         *CURRENT SURVEY CONTROL
 QE0218  ___________________________________________________________________
 QE0218* NAD 83(1986)-  44 25 54.     (N)    122 47 25.     (W)     SCALED    
 QE0218* NAVD 88     -       158.73   (+/-2cm)     520.8    (feet)  VERTCON   
 QE0218  ___________________________________________________________________
 QE0218  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 QE0218  VERT ORDER  -  THIRD (See Below)
 QE0218
 QE0218.The horizontal coordinates were scaled from a topographic map and have
 QE0218.an estimated accuracy of +/- 6 seconds.
 QE0218
 QE0218.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE0218.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE0218.The vertical order pertains to the NGVD 29 superseded value.
 QE0218
 QE0218.The geoid height was determined by GEOID03.
 QE0218
 QE0218;                    North         East    Units  Estimated Accuracy
 QE0218;SPC OR N     -    87,590.    2,317,670.      MT  (+/- 180 meters Scaled)
 QE0218
 QE0218                          SUPERSEDED SURVEY CONTROL
 QE0218
 QE0218  NGVD 29 (??/??/??)  157.69   (m)          517.4    (f) RESET       3  
 QE0218
 QE0218.Superseded values are not recommended for survey control.
 QE0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0218.See file dsdata.txt to determine how the superseded data were derived.
 QE0218
 QE0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ166198(NAD 83)
 QE0218_MARKER: DB = BENCH MARK DISK
 QE0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0218_STAMPING: 516 ORE 1914 (USGS) RESET 1958
 QE0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0218+STABILITY: SURFACE MOTION
 QE0218
 QE0218  HISTORY     - Date     Condition        Report By
 QE0218  HISTORY     - 1959     MONUMENTED       CGS
 QE0218  HISTORY     - 1963     GOOD             NGS
 QE0218
 QE0218                          STATION DESCRIPTION
 QE0218
 QE0218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 QE0218'4.5 MI NW FROM SWEET HOME.
 QE0218'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 20 AND 13TH AVENUE, WHICH IS
 QE0218'0.1 MILE NORTH OF THE SWEET HOME POST OFFICE, GO NORTHWEST ON U.S.
 QE0218'HIGHWAY 20 FOR 3.4 MILES TO A SIDE ROAD LEFT, TURN LEFT AND GO
 QE0218'NORTHWEST ON THE MACADAM ROAD FOR 1.0 MILE TO THE LIBERTY SCHOOL DIST.
 QE0218'59 ON THE RIGHT, CONTINUE WEST ON THE MACADAM ROAD FOR 0.1 MILE TO THE
 QE0218'MARK ON THE RIGHT, 90 FEET NORTH OF THE SWEET HOME-BROWNSVILLE ROAD,
 QE0218'31 FEET WEST OF THE CENTER OF A MACADAM ROAD AND 1 FOOT SOUTHEAST OF A
 QE0218'WOODEN WITNESS POST.  THE MONUMENT PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1004 ***********************************************************************
 QD1004  DESIGNATION -  5174
 QD1004  PID         -  QD1004
 QD1004  STATE/COUNTY-  OR/DESCHUTES
 QD1004  USGS QUAD   -  MT WASHINGTON (1988)
 QD1004
 QD1004                         *CURRENT SURVEY CONTROL
 QD1004  ___________________________________________________________________
 QD1004* NAD 83(1986)-  44 15 55.     (N)    121 47 15.     (W)     SCALED    
 QD1004* NAVD 88     -      1578.172  (meters)    5177.72   (feet)  POSTED    
 QD1004  ___________________________________________________________________
 QD1004  GEOID HEIGHT-         -20.82  (meters)                     GEOID03
 QD1004  DYNAMIC HT  -        1577.470 (meters)    5175.42  (feet)  COMP
 QD1004  MODELED GRAV-     980,119.0   (mgal)                       NAVD 88
 QD1004
 QD1004  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 QD1004
 QD1004.The horizontal coordinates were scaled from a topographic map and have
 QD1004.an estimated accuracy of +/- 6 seconds.
 QD1004
 QD1004.The orthometric height was determined by differential leveling
 QD1004.and adjusted by the  in 1992.
 QD1004.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 QD1004.rate of 1.1 thru 2.0 mm/km.
 QD1004
 QD1004.The geoid height was determined by GEOID03.
 QD1004
 QD1004.The dynamic height is computed by dividing the NAVD 88
 QD1004.geopotential number by the normal gravity value computed on the
 QD1004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1004.degrees latitude (g = 980.6199 gals.).
 QD1004
 QD1004.The modeled gravity was interpolated from observed gravity values.
 QD1004
 QD1004;                    North         East    Units  Estimated Accuracy
 QD1004;SPC OR S     -   289,470.    1,397,190.      MT  (+/- 180 meters Scaled)
 QD1004
 QD1004                          SUPERSEDED SURVEY CONTROL
 QD1004
 QD1004  NGVD 29 (??/??/92) 1576.919  (m)         5173.61   (f) ADJ UNCH    1 2
 QD1004
 QD1004.Superseded values are not recommended for survey control.
 QD1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1004.See file dsdata.txt to determine how the superseded data were derived.
 QD1004
 QD1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ967020(NAD 83)
 QD1004_MARKER: B = BOLT
 QD1004_SETTING: 66 = SET IN ROCK OUTCROP
 QD1004_SP_SET: ROUND ROCK
 QD1004_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QD1004+STABILITY: POSITION/ELEVATION WELL
 QD1004
 QD1004  HISTORY     - Date     Condition        Report By
 QD1004  HISTORY     - UNK      MONUMENTED       USGS
 QD1004  HISTORY     - 1943     GOOD             NGS
 QD1004
 QD1004                          STATION DESCRIPTION
 QD1004
 QD1004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QD1004'1.0 MI E FROM MCKENZIE PASS.
 QD1004'ABOUT 1.0 MILE EAST ALONG U.S. HIGHWAY 28 FROM MCKENZIE PASS,
 QD1004'DESCHUTES COUNTY, 273 FEET NORTHEAST OF A SNOW GAGE AT MILEPOST 77.2,
 QD1004'75.0 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP
 QD1004'OF A LARGE ROUND ROCK, 7.2 FEET WEST OF A WHITE REFERENCE POST.  A
 QD1004'BOLT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0088 ***********************************************************************
 PC0088  DESIGNATION -  5186
 PC0088  PID         -  PC0088
 PC0088  STATE/COUNTY-  OR/DOUGLAS
 PC0088  USGS QUAD   -  DIAMOND LAKE (1985)
 PC0088
 PC0088                         *CURRENT SURVEY CONTROL
 PC0088  ___________________________________________________________________
 PC0088* NAD 83(1986)-  43 08 23.     (N)    122 08 12.     (W)     SCALED    
 PC0088* NAVD 88     -      1582.132  (meters)    5190.71   (feet)  ADJUSTED  
 PC0088  ___________________________________________________________________
 PC0088  GEOID HEIGHT-         -21.63  (meters)                     GEOID03
 PC0088  DYNAMIC HT  -        1581.220 (meters)    5187.72  (feet)  COMP
 PC0088  MODELED GRAV-     979,987.3   (mgal)                       NAVD 88
 PC0088
 PC0088  VERT ORDER  -  FIRST     CLASS II
 PC0088
 PC0088.The horizontal coordinates were scaled from a topographic map and have
 PC0088.an estimated accuracy of +/- 6 seconds.
 PC0088
 PC0088.The orthometric height was determined by differential leveling
 PC0088.and adjusted in June 1991.
 PC0088
 PC0088.The geoid height was determined by GEOID03.
 PC0088
 PC0088.The dynamic height is computed by dividing the NAVD 88
 PC0088.geopotential number by the normal gravity value computed on the
 PC0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0088.degrees latitude (g = 980.6199 gals.).
 PC0088
 PC0088.The modeled gravity was interpolated from observed gravity values.
 PC0088
 PC0088;                    North         East    Units  Estimated Accuracy
 PC0088;SPC OR S     -   164,930.    1,366,870.      MT  (+/- 180 meters Scaled)
 PC0088
 PC0088                          SUPERSEDED SURVEY CONTROL
 PC0088
 PC0088  NGVD 29 (??/??/92) 1580.805  (m)         5186.36   (f) ADJ UNCH    1 2
 PC0088
 PC0088.Superseded values are not recommended for survey control.
 PC0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0088.See file dsdata.txt to determine how the superseded data were derived.
 PC0088
 PC0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN702766(NAD 83)
 PC0088_MARKER: DD = SURVEY DISK
 PC0088_SETTING: 80 = SET IN A BOULDER
 PC0088_SP_SET: BOULDER
 PC0088_STAMPING: 5186
 PC0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0088+STABILITY: SURFACE MOTION
 PC0088
 PC0088  HISTORY     - Date     Condition        Report By
 PC0088  HISTORY     - UNK      MONUMENTED       USGS
 PC0088  HISTORY     - 1941     GOOD             NGS
 PC0088  HISTORY     - 20030725 GOOD             USPSQD
 PC0088
 PC0088                          STATION DESCRIPTION
 PC0088
 PC0088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 PC0088'2.8 MI SE FROM DIAMOND LAKE.
 PC0088'ALONG THE DIAMOND LAKE HIGHWAY, ON THE SE SHORE OF THE LAKE, 150 FEET
 PC0088'WEST OF CENTER OF HIGHWAY, 100 FEET SOUTHWEST OF STORE, 8 FEET EAST OF
 PC0088'EDGE OF LAKE, IN BOULDER, WITNESS POST MARKED USBM.  NOTE-- 1 MI N. OF
 PC0088'PICNIC GROUND.
 PC0088
 PC0088                          STATION RECOVERY (2003)
 PC0088
 PC0088'RECOVERY NOTE BY US POWER SQUADRON 2003 (DH)
 PC0088'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1709 ***********************************************************************
 QE1709  DESIGNATION -  5192 VA
 QE1709  PID         -  QE1709
 QE1709  STATE/COUNTY-  OR/LINN
 QE1709  USGS QUAD   -  TIDBITS MOUNTAIN (1994)
 QE1709
 QE1709                         *CURRENT SURVEY CONTROL
 QE1709  ___________________________________________________________________
 QE1709* NAD 83(1991)-  44 16 01.92294(N)    122 19 17.69232(W)     ADJUSTED  
 QE1709* NAVD 88     -      1581.     (meters)    5187.     (feet)  SCALED    
 QE1709  ___________________________________________________________________
 QE1709  LAPLACE CORR-           4.65  (seconds)                    DEFLEC99
 QE1709  GEOID HEIGHT-         -22.20  (meters)                     GEOID03
 QE1709  HORZ ORDER  -  SECOND
 QE1709
 QE1709.The horizontal coordinates were established by classical geodetic methods
 QE1709.and adjusted by the National Geodetic Survey in October 1991.
 QE1709
 QE1709.The orthometric height was scaled from a topographic map.
 QE1709
 QE1709.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE1709
 QE1709.The geoid height was determined by GEOID03.
 QE1709
 QE1709;                    North         East     Units Scale Factor Converg.
 QE1709;SPC OR N     -    68,373.721 2,354,564.996   MT  1.00001731   -1 17 30.6
 QE1709;SPC OR N     -   224,323.23  7,724,950.77   iFT  1.00001731   -1 17 30.6
 QE1709;SPC OR S     -   290,476.614 1,354,555.181   MT  1.00007892   -1 14 46.4
 QE1709;SPC OR S     -   953,007.26  4,444,078.68   iFT  1.00007892   -1 14 46.4
 QE1709;UTM  10      - 4,901,774.707   554,146.962   MT  0.99963606   +0 28 24.8
 QE1709
 QE1709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE1709!SPC OR N     -   0.99975561  x   1.00001731  =   0.99977292
 QE1709!SPC OR S     -   0.99975561  x   1.00007892  =   0.99983451
 QE1709!UTM  10      -   0.99975561  x   0.99963606  =   0.99939176
 QE1709
 QE1709                          SUPERSEDED SURVEY CONTROL
 QE1709
 QE1709  NAD 83(1986)-  44 16 01.94566(N)    122 19 17.71556(W) AD(       ) 2
 QE1709  NAD 27      -  44 16 02.48100(N)    122 19 13.43700(W) AD(       ) 2
 QE1709
 QE1709.Superseded values are not recommended for survey control.
 QE1709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1709.See file dsdata.txt to determine how the superseded data were derived.
 QE1709
 QE1709_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ5414701775(NAD 83)
 QE1709
 QE1709  HISTORY     - Date     Condition        Report By
 QE1709  HISTORY     - 1953     MONUMENTED       USGS
 QE1709
 QE1709                          STATION DESCRIPTION
 QE1709
 QE1709'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 QE1709'SEE STATION TIDBITS
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0085 ***********************************************************************
 PC0085  DESIGNATION -  5195
 PC0085  PID         -  PC0085
 PC0085  STATE/COUNTY-  OR/DOUGLAS
 PC0085  USGS QUAD   -  DIAMOND LAKE (1985)
 PC0085
 PC0085                         *CURRENT SURVEY CONTROL
 PC0085  ___________________________________________________________________
 PC0085* NAD 83(1986)-  43 10 31.     (N)    122 08 16.     (W)     SCALED    
 PC0085* NAVD 88     -      1584.777  (meters)    5199.39   (feet)  ADJUSTED  
 PC0085  ___________________________________________________________________
 PC0085  GEOID HEIGHT-         -21.63  (meters)                     GEOID03
 PC0085  DYNAMIC HT  -        1583.859 (meters)    5196.38  (feet)  COMP
 PC0085  MODELED GRAV-     979,984.6   (mgal)                       NAVD 88
 PC0085
 PC0085  VERT ORDER  -  FIRST     CLASS II
 PC0085
 PC0085.The horizontal coordinates were scaled from a topographic map and have
 PC0085.an estimated accuracy of +/- 6 seconds.
 PC0085
 PC0085.The orthometric height was determined by differential leveling
 PC0085.and adjusted in June 1991.
 PC0085
 PC0085.The geoid height was determined by GEOID03.
 PC0085
 PC0085.The dynamic height is computed by dividing the NAVD 88
 PC0085.geopotential number by the normal gravity value computed on the
 PC0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0085.degrees latitude (g = 980.6199 gals.).
 PC0085
 PC0085.The modeled gravity was interpolated from observed gravity values.
 PC0085
 PC0085;                    North         East    Units  Estimated Accuracy
 PC0085;SPC OR S     -   168,880.    1,366,860.      MT  (+/- 180 meters Scaled)
 PC0085
 PC0085                          SUPERSEDED SURVEY CONTROL
 PC0085
 PC0085  NGVD 29 (??/??/92) 1583.442  (m)         5195.01   (f) ADJ UNCH    1 2
 PC0085
 PC0085.Superseded values are not recommended for survey control.
 PC0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0085.See file dsdata.txt to determine how the superseded data were derived.
 PC0085
 PC0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN700806(NAD 83)
 PC0085_MARKER: DD = SURVEY DISK
 PC0085_SETTING: 80 = SET IN A BOULDER
 PC0085_SP_SET: BOULDER
 PC0085_STAMPING: 5195
 PC0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0085+STABILITY: SURFACE MOTION
 PC0085
 PC0085  HISTORY     - Date     Condition        Report By
 PC0085  HISTORY     - UNK      MONUMENTED       USGS
 PC0085  HISTORY     - 1941     GOOD             NGS
 PC0085  HISTORY     - 1982     MARK NOT FOUND   USGS
 PC0085
 PC0085                          STATION DESCRIPTION
 PC0085
 PC0085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 PC0085'0.1 MI S FROM DIAMOND LAKE.
 PC0085'0.1 MILE SOUTH OF DIAMOND LAKE LODGE AND POST OFFICE ALONG A SIDE LOOP
 PC0085'ROAD LEADING TO DIAMOND LAKE LODGE AND POST OFFICE, 90 FEET EAST OF
 PC0085'THE EAST SHORE OF DIAMOND LAKE, 1 FEET WEST OF CENTER OF LOOP ROAD,
 PC0085'SET IN TOP OF BOULDER 1 FOOT BELOW LEVEL OF ROAD.  WITNESS POST MARKED
 PC0085'USBM.
 PC0085
 PC0085                          STATION RECOVERY (1982)
 PC0085
 PC0085'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 PC0085'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0283 ***********************************************************************
 PB0283  DESIGNATION -  52
 PB0283  PID         -  PB0283
 PB0283  STATE/COUNTY-  OR/LAKE
 PB0283  USGS QUAD   -  BIG HOLE (1982)
 PB0283
 PB0283                         *CURRENT SURVEY CONTROL
 PB0283  ___________________________________________________________________
 PB0283* NAD 83(1986)-  43 25 02.     (N)    121 15 09.     (W)     SCALED    
 PB0283* NAVD 88     -      1423.672  (meters)    4670.83   (feet)  ADJUSTED  
 PB0283  ___________________________________________________________________
 PB0283  GEOID HEIGHT-         -20.83  (meters)                     GEOID03
 PB0283  DYNAMIC HT  -        1422.912 (meters)    4668.34  (feet)  COMP
 PB0283  MODELED GRAV-     980,036.1   (mgal)                       NAVD 88
 PB0283
 PB0283  VERT ORDER  -  SECOND    CLASS 0
 PB0283
 PB0283.The horizontal coordinates were scaled from a topographic map and have
 PB0283.an estimated accuracy of +/- 6 seconds.
 PB0283
 PB0283.The orthometric height was determined by differential leveling
 PB0283.and adjusted in June 1991.
 PB0283
 PB0283.The geoid height was determined by GEOID03.
 PB0283
 PB0283.The dynamic height is computed by dividing the NAVD 88
 PB0283.geopotential number by the normal gravity value computed on the
 PB0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0283.degrees latitude (g = 980.6199 gals.).
 PB0283
 PB0283.The modeled gravity was interpolated from observed gravity values.
 PB0283
 PB0283;                    North         East    Units  Estimated Accuracy
 PB0283;SPC OR S     -   194,730.    1,439,060.      MT  (+/- 180 meters Scaled)
 PB0283
 PB0283                          SUPERSEDED SURVEY CONTROL
 PB0283
 PB0283  NGVD 29 (??/??/92) 1422.402  (m)         4666.66   (f) ADJ UNCH    2 0
 PB0283
 PB0283.Superseded values are not recommended for survey control.
 PB0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0283.See file dsdata.txt to determine how the superseded data were derived.
 PB0283
 PB0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP414086(NAD 83)
 PB0283_MARKER: DD = SURVEY DISK
 PB0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0283_STAMPING: 4666 52 1930
 PB0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0283+STABILITY: SURFACE MOTION
 PB0283
 PB0283  HISTORY     - Date     Condition        Report By
 PB0283  HISTORY     - 1930     MONUMENTED       BPR
 PB0283  HISTORY     - 1931     GOOD             NGS
 PB0283  HISTORY     - 19860916 GOOD             USPSQD
 PB0283
 PB0283                          STATION DESCRIPTION
 PB0283
 PB0283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 PB0283'25.2 MI NW FROM SILVER LAKE.
 PB0283'ABOUT 25.2 MILES NORTHWEST ALONG THE FREMONT HIGHWAY (OREGON 31) FROM
 PB0283'SILVER LAKE, LAKE COUNTY, AND 36 FEET NORTHEAST OF THE CENTER LINE OF
 PB0283'THE HIGHWAY.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK,
 PB0283'STAMPED 4666 52 1930 AND SET IN THE TOP OF A CONCRETE POST.
 PB0283
 PB0283                          STATION RECOVERY (1986)
 PB0283
 PB0283'RECOVERY NOTE BY US POWER SQUADRON 1986 (RCC)
 PB0283'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0656 ***********************************************************************
 NW0656  DESIGNATION -  52 BKC
 NW0656  PID         -  NW0656
 NW0656  STATE/COUNTY-  OR/MALHEUR
 NW0656  USGS QUAD   -  FLAT TOP MTN SE (1978)
 NW0656
 NW0656                         *CURRENT SURVEY CONTROL
 NW0656  ___________________________________________________________________
 NW0656* NAD 83(1986)-  42 35 27.     (N)    117 49 45.     (W)     SCALED    
 NW0656* NAVD 88     -      1251.421  (meters)    4105.70   (feet)  ADJUSTED  
 NW0656  ___________________________________________________________________
 NW0656  GEOID HEIGHT-         -18.36  (meters)                     GEOID03
 NW0656  DYNAMIC HT  -        1250.735 (meters)    4103.45  (feet)  COMP
 NW0656  MODELED GRAV-     980,029.2   (mgal)                       NAVD 88
 NW0656
 NW0656  VERT ORDER  -  SECOND    CLASS 0
 NW0656
 NW0656.The horizontal coordinates were scaled from a topographic map and have
 NW0656.an estimated accuracy of +/- 6 seconds.
 NW0656
 NW0656.The orthometric height was determined by differential leveling
 NW0656.and adjusted in August 1995.
 NW0656
 NW0656.The geoid height was determined by GEOID03.
 NW0656
 NW0656.The dynamic height is computed by dividing the NAVD 88
 NW0656.geopotential number by the normal gravity value computed on the
 NW0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0656.degrees latitude (g = 980.6199 gals.).
 NW0656
 NW0656.The modeled gravity was interpolated from observed gravity values.
 NW0656
 NW0656;                    North         East    Units  Estimated Accuracy
 NW0656;SPC OR S     -   106,160.    1,719,170.      MT  (+/- 180 meters Scaled)
 NW0656
 NW0656                          SUPERSEDED SURVEY CONTROL
 NW0656
 NW0656.No superseded survey control is available for this station.
 NW0656
 NW0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH319157(NAD 83)
 NW0656_MARKER: DB = BENCH MARK DISK
 NW0656_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0656_SP_SET: COPPER-CLAD STEEL ROD
 NW0656_STAMPING: 52 BKC 1973 4102
 NW0656_MARK LOGO: USGS  
 NW0656_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0656_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0656_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0656+SATELLITE: SATELLITE OBSERVATIONS - 1973
 NW0656
 NW0656  HISTORY     - Date     Condition        Report By
 NW0656  HISTORY     - 1973     MONUMENTED       USGS
 NW0656
 NW0656                          STATION DESCRIPTION
 NW0656
 NW0656'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 NW0656'FROM BURNS JUNCTION, OREGON PROCEED 12.6 MILES SOUTH ALONG U S
 NW0656'HIGHWAY 95, THENCE 2.3 MILES EAST ALONG A GRAVEL ROAD, AT A
 NW0656'CROSSROAD, 49 FEET EAST OF THE CENTERLINE OF THE CROSSING ROAD, 31
 NW0656'FEET NORTH OF THE CENTERLINE OF THE ROAD, SET ON A 5/8-INCH
 NW0656'COPPER-COATED ROD DRIVEN TO REFUSAL (ROD DEPTH UNKNOWN) WITH THE TOP
 NW0656'ENCASED IN 6-INCH DRAINPIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0758 ***********************************************************************
 PA0758  DESIGNATION -  52 DOR
 PA0758  PID         -  PA0758
 PA0758  STATE/COUNTY-  OR/CROOK
 PA0758  USGS QUAD   -  HARDIN RANCH (1981)
 PA0758
 PA0758                         *CURRENT SURVEY CONTROL
 PA0758  ___________________________________________________________________
 PA0758* NAD 83(1986)-  43 54 10.     (N)    119 58 29.     (W)     SCALED    
 PA0758* NAVD 88     -      1360.355  (meters)    4463.10   (feet)  ADJUSTED  
 PA0758  ___________________________________________________________________
 PA0758  GEOID HEIGHT-         -19.27  (meters)                     GEOID03
 PA0758  DYNAMIC HT  -        1359.740 (meters)    4461.08  (feet)  COMP
 PA0758  MODELED GRAV-     980,119.1   (mgal)                       NAVD 88
 PA0758
 PA0758  VERT ORDER  -  THIRD
 PA0758
 PA0758.The horizontal coordinates were scaled from a topographic map and have
 PA0758.an estimated accuracy of +/- 6 seconds.
 PA0758
 PA0758.The orthometric height was determined by differential leveling
 PA0758.and adjusted in August 1995.
 PA0758
 PA0758.The geoid height was determined by GEOID03.
 PA0758
 PA0758.The dynamic height is computed by dividing the NAVD 88
 PA0758.geopotential number by the normal gravity value computed on the
 PA0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0758.degrees latitude (g = 980.6199 gals.).
 PA0758
 PA0758.The modeled gravity was interpolated from observed gravity values.
 PA0758
 PA0758;                    North         East    Units  Estimated Accuracy
 PA0758;SPC OR S     -   248,530.    1,542,200.      MT  (+/- 180 meters Scaled)
 PA0758
 PA0758                          SUPERSEDED SURVEY CONTROL
 PA0758
 PA0758.No superseded survey control is available for this station.
 PA0758
 PA0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKJ611653(NAD 83)
 PA0758_MARKER: DB = BENCH MARK DISK
 PA0758_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PA0758+WITH SETTING: INFORMATION.
 PA0758_SP_SET: METAL ROD DRIVEN INTO GROUND
 PA0758_STAMPING: 52 DOR 1976 4459
 PA0758_MARK LOGO: USGS  
 PA0758_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 PA0758_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PA0758
 PA0758  HISTORY     - Date     Condition        Report By
 PA0758  HISTORY     - 1976     MONUMENTED       USGS
 PA0758  HISTORY     - 19781108 GOOD             USGS
 PA0758
 PA0758                          STATION DESCRIPTION
 PA0758
 PA0758'DESCRIBED BY US GEOLOGICAL SURVEY 1978
 PA0758'BROTHERS PO, 9.9 MI E OF, ALONG US HWY 20 TO VAN LAKE RD, THENCE 10.8
 PA0758'MI ENE TO T-RD, THENCE 14.0 MI E TO RD JCT, THENCE 2.6 MI E TO BRIDGE
 PA0758'ON SOUTH FORK CROOKED RIVER AND T-RD, THENCE 3.1 MI N AND E. 36 FT S
 PA0758'OF RD, 2 FT N OF WITNESS SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0323 ***********************************************************************
 NX0323  DESIGNATION -  52 FMK
 NX0323  PID         -  NX0323
 NX0323  STATE/COUNTY-  OR/HARNEY
 NX0323  USGS QUAD   -  CLOVER SWALE (1971)
 NX0323
 NX0323                         *CURRENT SURVEY CONTROL
 NX0323  ___________________________________________________________________
 NX0323* NAD 83(1986)-  42 58 04.     (N)    119 17 12.     (W)     SCALED    
 NX0323* NAVD 88     -      1537.958  (meters)    5045.78   (feet)  ADJUSTED  
 NX0323  ___________________________________________________________________
 NX0323  GEOID HEIGHT-         -19.42  (meters)                     GEOID03
 NX0323  DYNAMIC HT  -        1537.067 (meters)    5042.86  (feet)  COMP
 NX0323  MODELED GRAV-     979,986.8   (mgal)                       NAVD 88
 NX0323
 NX0323  VERT ORDER  -  SECOND    CLASS 0
 NX0323
 NX0323.The horizontal coordinates were scaled from a topographic map and have
 NX0323.an estimated accuracy of +/- 6 seconds.
 NX0323
 NX0323.The orthometric height was determined by differential leveling
 NX0323.and adjusted in August 1995.
 NX0323
 NX0323.The geoid height was determined by GEOID03.
 NX0323
 NX0323.The dynamic height is computed by dividing the NAVD 88
 NX0323.geopotential number by the normal gravity value computed on the
 NX0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0323.degrees latitude (g = 980.6199 gals.).
 NX0323
 NX0323.The modeled gravity was interpolated from observed gravity values.
 NX0323
 NX0323;                    North         East    Units  Estimated Accuracy
 NX0323;SPC OR S     -   145,250.    1,598,980.      MT  (+/- 180 meters Scaled)
 NX0323
 NX0323                          SUPERSEDED SURVEY CONTROL
 NX0323
 NX0323.No superseded survey control is available for this station.
 NX0323
 NX0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH135597(NAD 83)
 NX0323_MARKER: DB = BENCH MARK DISK
 NX0323_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NX0323_SP_SET: COPPER-CLAD STEEL ROD
 NX0323_STAMPING: 52 FMK 1970 5042
 NX0323_MARK LOGO: USGS  
 NX0323_PROJECTION: FLUSH
 NX0323_MAGNETIC: I = MARKER IS A STEEL ROD
 NX0323_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NX0323_ROD/PIPE-DEPTH: 1.52 meters
 NX0323
 NX0323  HISTORY     - Date     Condition        Report By
 NX0323  HISTORY     - 1970     MONUMENTED       USGS
 NX0323
 NX0323                          STATION DESCRIPTION
 NX0323
 NX0323'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NX0323'FROM THE WINDMILL (T29S R27E SEC 32), PROCEED 0.3 MILE SOUTH ALONG A
 NX0323'DIRT ROAD TO A ROAD FORK, THENCE 0.6 MILE NORTHEAST ALONG A DIRT ROAD
 NX0323'TO A ROAD JUNCTION, THENCE 16.6 MILES SOUTHEAST ALONG THE DIRT ROAD
 NX0323'TO MATTIES ARK AND FOSTER LAKE, 200 FEET SOUTH OF A DRAIN, 37 FEET
 NX0323'NORTH OF THE CENTERLINE OF THE ROAD, WITNESS POST SET AT BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0510 ***********************************************************************
 PC0510  DESIGNATION -  52 GWM
 PC0510  PID         -  PC0510
 PC0510  STATE/COUNTY-  OR/DOUGLAS
 PC0510  USGS QUAD   -  RESTON (1990)
 PC0510
 PC0510                         *CURRENT SURVEY CONTROL
 PC0510  ___________________________________________________________________
 PC0510* NAD 83(1986)-  43 07 47.     (N)    123 37 14.     (W)     SCALED    
 PC0510* NAVD 88     -       265.472  (meters)     870.97   (feet)  POSTED    
 PC0510  ___________________________________________________________________
 PC0510  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 PC0510  DYNAMIC HT  -         265.410 (meters)     870.77  (feet)  COMP
 PC0510  MODELED GRAV-     980,364.5   (mgal)                       NAVD 88
 PC0510
 PC0510  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 PC0510
 PC0510.The horizontal coordinates were scaled from a topographic map and have
 PC0510.an estimated accuracy of +/- 6 seconds.
 PC0510
 PC0510.The orthometric height was determined by differential leveling
 PC0510.and adjusted by the  in 1992.
 PC0510.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 PC0510.was located on a no-check spur therefore a value was not computed.
 PC0510.No vertical observational check was made to the station.
 PC0510
 PC0510.The geoid height was determined by GEOID03.
 PC0510
 PC0510.The dynamic height is computed by dividing the NAVD 88
 PC0510.geopotential number by the normal gravity value computed on the
 PC0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0510.degrees latitude (g = 980.6199 gals.).
 PC0510
 PC0510.The modeled gravity was interpolated from observed gravity values.
 PC0510
 PC0510;                    North         East    Units  Estimated Accuracy
 PC0510;SPC OR S     -   167,250.    1,246,170.      MT  (+/- 180 meters Scaled)
 PC0510
 PC0510                          SUPERSEDED SURVEY CONTROL
 PC0510
 PC0510  NGVD 29 (??/??/92)  264.412  (m)          867.49   (f) ADJ UNCH    2 0
 PC0510
 PC0510.Superseded values are not recommended for survey control.
 PC0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0510.See file dsdata.txt to determine how the superseded data were derived.
 PC0510
 PC0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN495754(NAD 83)
 PC0510_MARKER: DD = SURVEY DISK
 PC0510_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PC0510_SP_SET: BRIDGE
 PC0510_STAMPING: G W M 52 867 1942
 PC0510_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PC0510
 PC0510  HISTORY     - Date     Condition        Report By
 PC0510  HISTORY     - 1942     MONUMENTED       USGS
 PC0510  HISTORY     - 1973     GOOD             NGS
 PC0510
 PC0510                          STATION DESCRIPTION
 PC0510
 PC0510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 PC0510'4 MI NW FROM TENMILE.
 PC0510'REACHED FROM THE TENMILE POST OFFICE GO NORTHEAST OF STATE HIGHWAY 42
 PC0510'FOR 0.15 MILE TO A SIDE ROAD LEFT, TURN LEFT, AND GO NORTHWEST ON
 PC0510'RESTON ROAD FOR 4.0 MILES TO A CONCRETE BRIDGE OVER A CREEK, AND THE
 PC0510'BENCH MARK ON THE LEFT, THIS IS 0.6 MILE BEFORE REACHING RESTON
 PC0510'JUNCTION, 34 FEET SOUTH OF THE CENTER OF A DRIVEWAY WEST, 12 FEET WEST
 PC0510'OF THE CENTER OF THE ROAD, 1 FOOT SOUTH OF THE NORTH END OF THE
 PC0510'CONCRETE BRIDGE HEADWALL, AND 0.5 FOOT HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0666 ***********************************************************************
 NW0666  DESIGNATION -  52 MDC
 NW0666  PID         -  NW0666
 NW0666  STATE/COUNTY-  OR/MALHEUR
 NW0666  USGS QUAD   -  CAVIATTA RIDGE (1980)
 NW0666
 NW0666                         *CURRENT SURVEY CONTROL
 NW0666  ___________________________________________________________________
 NW0666* NAD 83(1986)-  42 30 30.     (N)    117 28 40.     (W)     SCALED    
 NW0666* NAVD 88     -      1485.516  (meters)    4873.73   (feet)  ADJUSTED  
 NW0666  ___________________________________________________________________
 NW0666  GEOID HEIGHT-         -17.86  (meters)                     GEOID03
 NW0666  DYNAMIC HT  -        1484.610 (meters)    4870.76  (feet)  COMP
 NW0666  MODELED GRAV-     979,958.6   (mgal)                       NAVD 88
 NW0666
 NW0666  VERT ORDER  -  SECOND    CLASS 0
 NW0666
 NW0666.The horizontal coordinates were scaled from a topographic map and have
 NW0666.an estimated accuracy of +/- 6 seconds.
 NW0666
 NW0666.The orthometric height was determined by differential leveling
 NW0666.and adjusted in August 1995.
 NW0666
 NW0666.The geoid height was determined by GEOID03.
 NW0666
 NW0666.The dynamic height is computed by dividing the NAVD 88
 NW0666.geopotential number by the normal gravity value computed on the
 NW0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0666.degrees latitude (g = 980.6199 gals.).
 NW0666
 NW0666.The modeled gravity was interpolated from observed gravity values.
 NW0666
 NW0666;                    North         East    Units  Estimated Accuracy
 NW0666;SPC OR S     -    97,980.    1,748,330.      MT  (+/- 180 meters Scaled)
 NW0666
 NW0666                          SUPERSEDED SURVEY CONTROL
 NW0666
 NW0666.No superseded survey control is available for this station.
 NW0666
 NW0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH607063(NAD 83)
 NW0666_MARKER: DB = BENCH MARK DISK
 NW0666_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0666_SP_SET: COPPER-CLAD STEEL ROD
 NW0666_STAMPING: 52 MDC 1974 4870
 NW0666_MARK LOGO: USGS  
 NW0666_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0666_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0666
 NW0666  HISTORY     - Date     Condition        Report By
 NW0666  HISTORY     - 1974     MONUMENTED       USGS
 NW0666
 NW0666                          STATION DESCRIPTION
 NW0666
 NW0666'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 NW0666'FROM BURNS JUNCTION OREGON, PROCEED 12.6 MILES SOUTH ALONG U S
 NW0666'HIGHWAY 95, THENCE 10.5 MILES EAST AND 3.3 MILES SOUTH ALONG A GRAVEL
 NW0666'ROAD, THENCE 13.1 MILES EAST AND NORTHEAST ALONG A TRACK ROAD, THENCE
 NW0666'3.0 MILES SOUTH ALONG A TRACK ROAD, 8 FEET WEST OF THE CENTERLINE OF
 NW0666'THE ROAD, IN LINE WITH A FENCE, SET ON A COPPER-COATED ROD DRIVEN TO
 NW0666'REFUSAL, ENCASED IN A 6 INCH DRAINPIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0596 ***********************************************************************
 RC0596  DESIGNATION -  522 N
 RC0596  PID         -  RC0596
 RC0596  STATE/COUNTY-  OR/GILLIAM
 RC0596  USGS QUAD   -  QUINTON (1971)
 RC0596
 RC0596                         *CURRENT SURVEY CONTROL
 RC0596  ___________________________________________________________________
 RC0596* NAD 83(1986)-  45 44 10.     (N)    120 34 53.     (W)     SCALED    
 RC0596* NAVD 88     -       111.846  (meters)     366.95   (feet)  ADJUSTED  
 RC0596  ___________________________________________________________________
 RC0596  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 RC0596  DYNAMIC HT  -         111.843 (meters)     366.94  (feet)  COMP
 RC0596  MODELED GRAV-     980,586.5   (mgal)                       NAVD 88
 RC0596
 RC0596  VERT ORDER  -  FIRST     CLASS I
 RC0596
 RC0596.The horizontal coordinates were scaled from a topographic map and have
 RC0596.an estimated accuracy of +/- 6 seconds.
 RC0596
 RC0596.The orthometric height was determined by differential leveling
 RC0596.and adjusted in June 1991.
 RC0596
 RC0596.The geoid height was determined by GEOID03.
 RC0596
 RC0596.The dynamic height is computed by dividing the NAVD 88
 RC0596.geopotential number by the normal gravity value computed on the
 RC0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0596.degrees latitude (g = 980.6199 gals.).
 RC0596
 RC0596.The modeled gravity was interpolated from observed gravity values.
 RC0596
 RC0596;                    North         East    Units  Estimated Accuracy
 RC0596;SPC OR N     -   229,970.    2,493,670.      MT  (+/- 180 meters Scaled)
 RC0596
 RC0596                          SUPERSEDED SURVEY CONTROL
 RC0596
 RC0596  NGVD 29 (??/??/92)  110.855  (m)          363.70   (f) ADJ UNCH    1 1
 RC0596
 RC0596.Superseded values are not recommended for survey control.
 RC0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0596.See file dsdata.txt to determine how the superseded data were derived.
 RC0596
 RC0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR881675(NAD 83)
 RC0596_MARKER: DD = SURVEY DISK
 RC0596_SETTING: 80 = SET IN A BOULDER
 RC0596_SP_SET: BOULDER
 RC0596_STAMPING: 522 N 1963
 RC0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0596+STABILITY: SURFACE MOTION
 RC0596
 RC0596  HISTORY     - Date     Condition        Report By
 RC0596  HISTORY     - 1963     MONUMENTED       DOD
 RC0596  HISTORY     - 1968     GOOD             NGS
 RC0596  HISTORY     - 1989     GOOD             USPSQD
 RC0596
 RC0596                          STATION DESCRIPTION
 RC0596
 RC0596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RC0596'8.25 MI NE FROM RUFUS.
 RC0596'8.25 MILES NORTHEAST ALONG INTERSTATE HIGHWAY 80 N FROM AN OVERPASS
 RC0596'OVER THE ACCESS ROAD AT RUFUS, IN R18E T3N, SECTION 17, IN THE TOP OF
 RC0596'A LARGE BOULDER PROJECTING ABOUT 2 1/2 FEET ABOVE THE GROUND, 164 FEET
 RC0596'SOUTH OF THE CENTER LINE OF THE EAST BOUND LANES OF THE HIGHWAY, 107
 RC0596'FEET SOUTH OF STATION MARKER 566+00.00, 36.5 FEET SOUTH OF A FENCE, 54
 RC0596'FEET SOUTHEAST OF A BRACED FENCE POST, 1.7 FEET SOUTH OF A WITNESS
 RC0596'POST, AND ABOUT 12 FEET HIGHER THAN THE HIGHWAY.
 RC0596
 RC0596                          STATION RECOVERY (1989)
 RC0596
 RC0596'RECOVERY NOTE BY US POWER SQUADRON 1989 (RCC)
 RC0596'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0603 ***********************************************************************
 RC0603  DESIGNATION -  522 P
 RC0603  PID         -  RC0603
 RC0603  STATE/COUNTY-  OR/GILLIAM
 RC0603  USGS QUAD   -  QUINTON (1971)
 RC0603
 RC0603                         *CURRENT SURVEY CONTROL
 RC0603  ___________________________________________________________________
 RC0603* NAD 83(1986)-  45 43 48.     (N)    120 33 46.     (W)     SCALED    
 RC0603* NAVD 88     -        96.845  (meters)     317.73   (feet)  ADJUSTED  
 RC0603  ___________________________________________________________________
 RC0603  GEOID HEIGHT-         -21.37  (meters)                     GEOID03
 RC0603  DYNAMIC HT  -          96.842 (meters)     317.72  (feet)  COMP
 RC0603  MODELED GRAV-     980,590.6   (mgal)                       NAVD 88
 RC0603
 RC0603  VERT ORDER  -  FIRST     CLASS I
 RC0603
 RC0603.The horizontal coordinates were scaled from a topographic map and have
 RC0603.an estimated accuracy of +/- 6 seconds.
 RC0603
 RC0603.The orthometric height was determined by differential leveling
 RC0603.and adjusted in June 1991.
 RC0603
 RC0603.The geoid height was determined by GEOID03.
 RC0603
 RC0603.The dynamic height is computed by dividing the NAVD 88
 RC0603.geopotential number by the normal gravity value computed on the
 RC0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0603.degrees latitude (g = 980.6199 gals.).
 RC0603
 RC0603.The modeled gravity was interpolated from observed gravity values.
 RC0603
 RC0603;                    North         East    Units  Estimated Accuracy
 RC0603;SPC OR N     -   229,290.    2,495,110.      MT  (+/- 180 meters Scaled)
 RC0603
 RC0603                          SUPERSEDED SURVEY CONTROL
 RC0603
 RC0603  NGVD 29 (??/??/92)   95.853  (m)          314.48   (f) ADJ UNCH    1 1
 RC0603
 RC0603.Superseded values are not recommended for survey control.
 RC0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0603.See file dsdata.txt to determine how the superseded data were derived.
 RC0603
 RC0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR896669(NAD 83)
 RC0603_MARKER: DD = SURVEY DISK
 RC0603_SETTING: 80 = SET IN A BOULDER
 RC0603_SP_SET: BOULDER
 RC0603_STAMPING: 522 P 1963
 RC0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0603+STABILITY: SURFACE MOTION
 RC0603
 RC0603  HISTORY     - Date     Condition        Report By
 RC0603  HISTORY     - 1963     MONUMENTED       DOD
 RC0603  HISTORY     - 1968     GOOD             NGS
 RC0603  HISTORY     - 1989     GOOD             USPSQD
 RC0603
 RC0603                          STATION DESCRIPTION
 RC0603
 RC0603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RC0603'9.25 MI NE FROM RUFUS.
 RC0603'9.25 MILES NORTHEAST ALONG INTERSTATE HIGHWAY 80 N FROM AN OVERPASS
 RC0603'OVER THE ACCESS ROAD AT RUFUS, IN R18E T3N, SECTION 21, IN THE TOP OF
 RC0603'A LARGE BOULDER PROJECTING ABOUT 3 1/2 FEET ABOVE THE GROUND, 204 FEET
 RC0603'SOUTHWEST OF THE CENTER LINE OF THE EAST BOUND LANES OF THE HIGHWAY,
 RC0603'66 FEET WEST OF A BRACE POST IN THE FENCE LINE, 60.6 FEET SOUTHWEST OF
 RC0603'THE RIGHT-OF-WAY FENCE, AND ABOUT 7 FEET HIGHER THAN THE HIGHWAY.
 RC0603
 RC0603                          STATION RECOVERY (1989)
 RC0603
 RC0603'RECOVERY NOTE BY US POWER SQUADRON 1989 (RCC)
 RC0603'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0307 ***********************************************************************
 QE0307  DESIGNATION -  523
 QE0307  PID         -  QE0307
 QE0307  STATE/COUNTY-  OR/LANE
 QE0307  USGS QUAD   -  SPRINGFIELD (1986)
 QE0307
 QE0307                         *CURRENT SURVEY CONTROL
 QE0307  ___________________________________________________________________
 QE0307* NAD 83(1986)-  44 01 05.     (N)    122 55 23.     (W)     SCALED    
 QE0307* NAVD 88     -       160.698  (meters)     527.22   (feet)  ADJUSTED  
 QE0307  ___________________________________________________________________
 QE0307  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 QE0307  DYNAMIC HT  -         160.669 (meters)     527.13  (feet)  COMP
 QE0307  MODELED GRAV-     980,434.8   (mgal)                       NAVD 88
 QE0307
 QE0307  VERT ORDER  -  SECOND    CLASS 0
 QE0307
 QE0307.The horizontal coordinates were scaled from a topographic map and have
 QE0307.an estimated accuracy of +/- 6 seconds.
 QE0307
 QE0307.The orthometric height was determined by differential leveling
 QE0307.and adjusted in June 1991.
 QE0307
 QE0307.The geoid height was determined by GEOID03.
 QE0307
 QE0307.The dynamic height is computed by dividing the NAVD 88
 QE0307.geopotential number by the normal gravity value computed on the
 QE0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0307.degrees latitude (g = 980.6199 gals.).
 QE0307
 QE0307.The modeled gravity was interpolated from observed gravity values.
 QE0307
 QE0307;                    North         East    Units  Estimated Accuracy
 QE0307;SPC OR S     -   264,020.    1,305,740.      MT  (+/- 180 meters Scaled)
 QE0307
 QE0307                          SUPERSEDED SURVEY CONTROL
 QE0307
 QE0307  NGVD 29 (??/??/92)  159.594  (m)          523.60   (f) ADJ UNCH    2 0
 QE0307
 QE0307.Superseded values are not recommended for survey control.
 QE0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0307.See file dsdata.txt to determine how the superseded data were derived.
 QE0307
 QE0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP061738(NAD 83)
 QE0307_MARKER: DD = SURVEY DISK
 QE0307_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QE0307_SP_SET: CULVERT
 QE0307_STAMPING: 523
 QE0307_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0307
 QE0307  HISTORY     - Date     Condition        Report By
 QE0307  HISTORY     - UNK      MONUMENTED       USGS
 QE0307  HISTORY     - 1934     GOOD             NGS
 QE0307
 QE0307                          STATION DESCRIPTION
 QE0307
 QE0307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QE0307'IN NATRON.
 QE0307'ALONG THE RIGHT OF WAY OF THE SOUTHERN PACIFIC RAILROAD CO., 5 RAILS,
 QE0307'APPROXIMATELY 55 YARDS SOUTHEAST OF MILE POST 614, ON TWO-TRACK,
 QE0307'BALLAST DECK, 13 FOOT CULVERT NO.613-D, ON WEST END OF NORTH ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0349 ***********************************************************************
 NZ0349  DESIGNATION -  5246.0
 NZ0349  PID         -  NZ0349
 NZ0349  STATE/COUNTY-  OR/DOUGLAS
 NZ0349  USGS QUAD   -  BUTLER BUTTE (1989)
 NZ0349
 NZ0349                         *CURRENT SURVEY CONTROL
 NZ0349  ___________________________________________________________________
 NZ0349* NAD 83(1986)-  42 53 25.     (N)    122 40 39.     (W)     SCALED    
 NZ0349* NAVD 88     -      1600.147  (meters)    5249.82   (feet)  ADJUSTED  
 NZ0349  ___________________________________________________________________
 NZ0349  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 NZ0349  DYNAMIC HT  -        1599.567 (meters)    5247.91  (feet)  COMP
 NZ0349  MODELED GRAV-     980,196.7   (mgal)                       NAVD 88
 NZ0349
 NZ0349  VERT ORDER  -  SECOND    CLASS 0
 NZ0349
 NZ0349.The horizontal coordinates were scaled from a topographic map and have
 NZ0349.an estimated accuracy of +/- 6 seconds.
 NZ0349
 NZ0349.The orthometric height was determined by differential leveling
 NZ0349.and adjusted in June 1991.
 NZ0349
 NZ0349.The geoid height was determined by GEOID03.
 NZ0349
 NZ0349.The dynamic height is computed by dividing the NAVD 88
 NZ0349.geopotential number by the normal gravity value computed on the
 NZ0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0349.degrees latitude (g = 980.6199 gals.).
 NZ0349
 NZ0349.The modeled gravity was interpolated from observed gravity values.
 NZ0349
 NZ0349;                    North         East    Units  Estimated Accuracy
 NZ0349;SPC OR S     -   138,230.    1,322,170.      MT  (+/- 180 meters Scaled)
 NZ0349
 NZ0349                          SUPERSEDED SURVEY CONTROL
 NZ0349
 NZ0349  NGVD 29 (??/??/92) 1599.154  (m)         5246.56   (f) ADJ UNCH    2 0
 NZ0349
 NZ0349.Superseded values are not recommended for survey control.
 NZ0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0349.See file dsdata.txt to determine how the superseded data were derived.
 NZ0349
 NZ0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN263486(NAD 83)
 NZ0349_MARKER: N = NAIL
 NZ0349_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NZ0349_SP_SET: CEDAR TREE
 NZ0349_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0349
 NZ0349  HISTORY     - Date     Condition        Report By
 NZ0349  HISTORY     - UNK      MONUMENTED       USGS
 NZ0349  HISTORY     - 1969     GOOD             NGS
 NZ0349
 NZ0349                          STATION DESCRIPTION
 NZ0349
 NZ0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 NZ0349'5.0 MI NE FROM FAWN CAMP.
 NZ0349'5.0 MILES NORTHEAST ALONG THE FAWN CAMP-HUCKLEBERRY GAP ROAD FROM FAWN
 NZ0349'CAMP, 300 FEET NORTHWEST OF THE BUTLER BUTTE JUNCTION, 8 FEET EAST OF
 NZ0349'THE CENTER OF THE ROAD AND 2 FEET HIGHER THAN THE ROAD IN THE WEST
 NZ0349'BASE OF A 4-FOOT CEDAR TREE.  THE LETTERS BM WERE PAINTED ON THE WEST
 NZ0349'SIDE OF THE TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0308 ***********************************************************************
 QE0308  DESIGNATION -  525
 QE0308  PID         -  QE0308
 QE0308  STATE/COUNTY-  OR/LANE
 QE0308  USGS QUAD   -  SPRINGFIELD (1986)
 QE0308
 QE0308                         *CURRENT SURVEY CONTROL
 QE0308  ___________________________________________________________________
 QE0308* NAD 83(1986)-  44 01 05.     (N)    122 55 23.     (W)     SCALED    
 QE0308* NAVD 88     -       160.457  (meters)     526.43   (feet)  ADJUSTED  
 QE0308  ___________________________________________________________________
 QE0308  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 QE0308  DYNAMIC HT  -         160.428 (meters)     526.34  (feet)  COMP
 QE0308  MODELED GRAV-     980,434.8   (mgal)                       NAVD 88
 QE0308
 QE0308  VERT ORDER  -  SECOND    CLASS 0
 QE0308
 QE0308.The horizontal coordinates were scaled from a topographic map and have
 QE0308.an estimated accuracy of +/- 6 seconds.
 QE0308
 QE0308.The orthometric height was determined by differential leveling
 QE0308.and adjusted in June 1991.
 QE0308
 QE0308.The geoid height was determined by GEOID03.
 QE0308
 QE0308.The dynamic height is computed by dividing the NAVD 88
 QE0308.geopotential number by the normal gravity value computed on the
 QE0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0308.degrees latitude (g = 980.6199 gals.).
 QE0308
 QE0308.The modeled gravity was interpolated from observed gravity values.
 QE0308
 QE0308;                    North         East    Units  Estimated Accuracy
 QE0308;SPC OR S     -   264,020.    1,305,740.      MT  (+/- 180 meters Scaled)
 QE0308
 QE0308                          SUPERSEDED SURVEY CONTROL
 QE0308
 QE0308  NGVD 29 (??/??/92)  159.353  (m)          522.81   (f) ADJ UNCH    2 0
 QE0308
 QE0308.Superseded values are not recommended for survey control.
 QE0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0308.See file dsdata.txt to determine how the superseded data were derived.
 QE0308
 QE0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP061738(NAD 83)
 QE0308_MARKER: DD = SURVEY DISK
 QE0308_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QE0308_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QE0308_STAMPING: 525
 QE0308_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0308
 QE0308  HISTORY     - Date     Condition        Report By
 QE0308  HISTORY     - UNK      MONUMENTED       USGS
 QE0308  HISTORY     - 1934     GOOD             NGS
 QE0308  HISTORY     - 1966     MARK NOT FOUND   NGS
 QE0308
 QE0308                          STATION DESCRIPTION
 QE0308
 QE0308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QE0308'IN NATRON.
 QE0308'ALONG THE RIGHT OF WAY OF THE SOUTHERN PACIFIC RAILROAD CO., 14 RAILS,
 QE0308'APPROXIMATELY 154 YARDS NORTHWEST OF MILEPOST 614, 67 FEET NORTHWEST
 QE0308'OF SIGNBOARD NATRON, 30 FEET NORTHEAST OF MAIN TRACK.  THIS MARK IS ON
 QE0308'A 3 1/2 INCH IRON PIPE, WHICH HAS BEEN ENCASED IN CONCRETE.
 QE0308
 QE0308                          STATION RECOVERY (1966)
 QE0308
 QE0308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 QE0308'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0141 ***********************************************************************
 NY0141  DESIGNATION -  5256.48
 NY0141  PID         -  NY0141
 NY0141  STATE/COUNTY-  OR/LAKE
 NY0141  USGS QUAD   -  QUARTZ VALLEY (1988)
 NY0141
 NY0141                         *CURRENT SURVEY CONTROL
 NY0141  ___________________________________________________________________
 NY0141* NAD 83(1986)-  42 16 57.     (N)    120 45 48.     (W)     SCALED    
 NY0141* NAVD 88     -      1600.263  (meters)    5250.20   (feet)  ADJUSTED  
 NY0141  ___________________________________________________________________
 NY0141  GEOID HEIGHT-         -21.12  (meters)                     GEOID03
 NY0141  DYNAMIC HT  -        1599.189 (meters)    5246.67  (feet)  COMP
 NY0141  MODELED GRAV-     979,894.3   (mgal)                       NAVD 88
 NY0141
 NY0141  VERT ORDER  -  FIRST     CLASS II
 NY0141
 NY0141.The horizontal coordinates were scaled from a topographic map and have
 NY0141.an estimated accuracy of +/- 6 seconds.
 NY0141
 NY0141.The orthometric height was determined by differential leveling
 NY0141.and adjusted in June 1991.
 NY0141
 NY0141.The geoid height was determined by GEOID03.
 NY0141
 NY0141.The dynamic height is computed by dividing the NAVD 88
 NY0141.geopotential number by the normal gravity value computed on the
 NY0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0141.degrees latitude (g = 980.6199 gals.).
 NY0141
 NY0141.The modeled gravity was interpolated from observed gravity values.
 NY0141
 NY0141;                    North         East    Units  Estimated Accuracy
 NY0141;SPC OR S     -    68,440.    1,478,280.      MT  (+/- 180 meters Scaled)
 NY0141
 NY0141                          SUPERSEDED SURVEY CONTROL
 NY0141
 NY0141  NGVD 29 (??/??/92) 1599.048  (m)         5246.21   (f) ADJ UNCH    1 2
 NY0141
 NY0141.Superseded values are not recommended for survey control.
 NY0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0141.See file dsdata.txt to determine how the superseded data were derived.
 NY0141
 NY0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM844835(NAD 83)
 NY0141_MARKER: DD = SURVEY DISK
 NY0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NY0141_STAMPING: 525.48 1928
 NY0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0141+STABILITY: SURFACE MOTION
 NY0141
 NY0141  HISTORY     - Date     Condition        Report By
 NY0141  HISTORY     - 1928     MONUMENTED       BPR
 NY0141  HISTORY     - 1942     GOOD             NGS
 NY0141
 NY0141                          STATION DESCRIPTION
 NY0141
 NY0141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NY0141'17.15 MI E FROM BLY.
 NY0141'LOCATED ALONG OREGON STATE HIGHWAY NO. 66, 30 FEET NORTHEAST OF CENTER
 NY0141'OF HIGHWAY, 22 FEET WEST OF A 30-INCH PINE TREE WITH TRIANGLE BLAZE,
 NY0141'ABOUT 2 FEET ABOVE HIGHWAY LEVEL, WITNESS POST SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0226 ***********************************************************************
 QE0226  DESIGNATION -  527
 QE0226  PID         -  QE0226
 QE0226  STATE/COUNTY-  OR/LINN
 QE0226  USGS QUAD   -  SWEET HOME (1984)
 QE0226
 QE0226                         *CURRENT SURVEY CONTROL
 QE0226  ___________________________________________________________________
 QE0226* NAD 83(1986)-  44 23 50.     (N)    122 44 10.     (W)     SCALED    
 QE0226* NAVD 88     -       161.967  (meters)     531.39   (feet)  ADJUSTED  
 QE0226  ___________________________________________________________________
 QE0226  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 QE0226  DYNAMIC HT  -         161.943 (meters)     531.31  (feet)  COMP
 QE0226  MODELED GRAV-     980,469.2   (mgal)                       NAVD 88
 QE0226
 QE0226  VERT ORDER  -  FIRST     CLASS II
 QE0226
 QE0226.The horizontal coordinates were scaled from a topographic map and have
 QE0226.an estimated accuracy of +/- 6 seconds.
 QE0226
 QE0226.The orthometric height was determined by differential leveling
 QE0226.and adjusted in June 1991.
 QE0226
 QE0226.The geoid height was determined by GEOID03.
 QE0226
 QE0226.The dynamic height is computed by dividing the NAVD 88
 QE0226.geopotential number by the normal gravity value computed on the
 QE0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0226.degrees latitude (g = 980.6199 gals.).
 QE0226
 QE0226.The modeled gravity was interpolated from observed gravity values.
 QE0226
 QE0226;                    North         East    Units  Estimated Accuracy
 QE0226;SPC OR N     -    83,650.    2,321,880.      MT  (+/- 180 meters Scaled)
 QE0226
 QE0226                          SUPERSEDED SURVEY CONTROL
 QE0226
 QE0226  NGVD 29 (??/??/92)  160.934  (m)          528.00   (f) ADJ UNCH    1 2
 QE0226
 QE0226.Superseded values are not recommended for survey control.
 QE0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0226.See file dsdata.txt to determine how the superseded data were derived.
 QE0226
 QE0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ210160(NAD 83)
 QE0226_MARKER: N = NAIL
 QE0226_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QE0226_SP_SET: FOUNDATION
 QE0226_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE0226
 QE0226  HISTORY     - Date     Condition        Report By
 QE0226  HISTORY     - UNK      MONUMENTED       USGS
 QE0226  HISTORY     - 1943     GOOD             NGS
 QE0226
 QE0226                          STATION DESCRIPTION
 QE0226
 QE0226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QE0226'IN SWEET HOME.
 QE0226'AT SWEET HOME, LINN COUNTY, ON U.S. HIGHWAY 20, IN THE WESTERN PART OF
 QE0226'TOWN, 0.1 MILE WEST OF THE BRIDGE OVER AMES CREEK, IN THE TRIANGLE
 QE0226'FORMED BY THE JUNCTION OF U.S. HIGHWAY 20 AND STATE HIGHWAY 228, 45.5
 QE0226'FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 20, AT THE RICHFIELD
 QE0226'SERVICE STATION OPERATED BY OTHOR J. SCOTT, 15 FEET NORTHEAST OF THE
 QE0226'NORTHWEST CORNER OF THE BUILDING, IN THE CONCRETE FOUNDATION FOR THE
 QE0226'GASOLINE PUMPS ON THE NORTHSIDE OF THE BUILDING, AND 1 FOOT EAST OF
 QE0226'THE WEST END OF THE CONCRETE FOUNDATION.  A NAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2649 ***********************************************************************
 QE2649  DESIGNATION -  5283=LOOKOUT
 QE2649  PID         -  QE2649
 QE2649  STATE/COUNTY-  OR/LANE
 QE2649  USGS QUAD   -  MC KENZIE BRIDGE (1989)
 QE2649
 QE2649                         *CURRENT SURVEY CONTROL
 QE2649  ___________________________________________________________________
 QE2649* NAD 83(1991)-  44 12 53.44803(N)    122 07 48.53980(W)     ADJUSTED  
 QE2649* NAVD 88     -      1609.4    (meters)    5280.     (feet)  VERTCON   
 QE2649  ___________________________________________________________________
 QE2649  LAPLACE CORR-           8.61  (seconds)                    DEFLEC99
 QE2649  GEOID HEIGHT-         -21.99  (meters)                     GEOID03
 QE2649  HORZ ORDER  -  THIRD
 QE2649
 QE2649.The horizontal coordinates were established by classical geodetic methods
 QE2649.and adjusted by the National Geodetic Survey in October 1991.
 QE2649
 QE2649.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE2649.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE2649
 QE2649.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2649
 QE2649.The geoid height was determined by GEOID03.
 QE2649
 QE2649;                    North         East     Units Scale Factor Converg.
 QE2649;SPC OR S     -   284,344.883 1,369,724.799   MT  1.00006172   -1 06 54.9
 QE2649;SPC OR S     -   932,890.04  4,493,847.77   iFT  1.00006172   -1 06 54.9
 QE2649;SPC OR N     -    62,230.831 2,369,729.292   MT  1.00003193   -1 09 21.9
 QE2649;SPC OR N     -   204,169.39  7,774,702.40   iFT  1.00003193   -1 09 21.9
 QE2649;UTM  10      - 4,896,103.684   569,487.382   MT  0.99965938   +0 36 23.8
 QE2649
 QE2649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2649!SPC OR S     -   0.99975116  x   1.00006172  =   0.99981286
 QE2649!SPC OR N     -   0.99975116  x   1.00003193  =   0.99978308
 QE2649!UTM  10      -   0.99975116  x   0.99965938  =   0.99941062
 QE2649
 QE2649|---------------------------------------------------------------------|
 QE2649| PID    Reference Object                     Distance      Geod. Az  |
 QE2649|                                                           dddmmss.s |
 QE2649| CS4211 LOOKOUT RM 1                          7.117 METERS 17520     |
 QE2649| CS4210 LOOKOUT RM 2                          6.937 METERS 33931     |
 QE2649|---------------------------------------------------------------------|
 QE2649
 QE2649                          SUPERSEDED SURVEY CONTROL
 QE2649
 QE2649  NAD 83(1986)-  44 12 53.46285(N)    122 07 48.54931(W) AD(       ) 3
 QE2649  NGVD 29 (04/26/90) 1608.2    (m)         5276.     (f) VERT ANG    3  
 QE2649
 QE2649.Superseded values are not recommended for survey control.
 QE2649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2649.See file dsdata.txt to determine how the superseded data were derived.
 QE2649
 QE2649_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP6948796104(NAD 83)
 QE2649_MARKER: DS = TRIANGULATION STATION DISK
 QE2649_SETTING: 80 = SET IN A BOULDER
 QE2649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE2649+STABILITY: SURFACE MOTION
 QE2649
 QE2649  HISTORY     - Date     Condition        Report By
 QE2649  HISTORY     - 1916     MONUMENTED       USGS
 QE2649  HISTORY     - 1924     GOOD             USGS
 QE2649  HISTORY     - 1955     GOOD             USGS
 QE2649
 QE2649                          STATION DESCRIPTION
 QE2649
 QE2649'DESCRIBED BY US GEOLOGICAL SURVEY 1916
 QE2649'SEE 1955 RECOVERY FOR DESCRIPTION.
 QE2649'
 QE2649'STATION MARK--STANDARD BRONZE TABLET, STAMPING UNKNOWN, CEMENTED
 QE2649'IN ROCK PROJECTING 4 INCHES ABOVE GROUND.
 QE2649'
 QE2649'RM 1--CHISELED CROSS IN LARGE BOULDER E.
 QE2649'
 QE2649'RM 2--1-INCH DRILL HOLE NNE.
 QE2649'
 QE2649'RM 3--1-INCH DRILL HOLE NW.
 QE2649
 QE2649                          STATION RECOVERY (1924)
 QE2649
 QE2649'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1924
 QE2649'RECOVERED AS DESCRIBED BY USGS.
 QE2649
 QE2649                          STATION RECOVERY (1955)
 QE2649
 QE2649'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 QE2649'RECOVERED AS DESCRIBED BY USGS.  ALL MARKS IN GOOD CONDITION.
 QE2649'RECOVERED BY NGS IN 1953.  THEIR DESCRIPTION FOLLOWS.
 QE2649'
 QE2649'LOCATED ABOUT 40 MI SSE. OF MILL CITY, 30 MI WSW. OF SISTERS,
 QE2649'ABOUT 3 MI NNE. OF MCKENZIE BRIDGE.  ON ROCKY POINT AT SOUTH END
 QE2649'OF LOOKOUT MTN.
 QE2649'
 QE2649'TO REACH FROM MCKENZIE BRIDGE POST OFFICE GO ABOUT 40 YARDS W. ON
 QE2649'HWY.  TURN RIGHT FOLLOWING GRAVEL RD. 0.3 MI N. TO END OF TRUCK
 QE2649'TRAVEL AND TRAIL RIGHT AT SIGN FRISSELL POINT LO 8 (STATION IS
 QE2649'ABOUT 8.5 MI FROM THIS POINT).  PASS TO LEFT OF GREEN-ROOFED HOUSE
 QE2649'FOLLOWING TRAIL ABOUT 7 MI NE. TO TRAIL JCT. AT TOP OF FIRST
 QE2649'DIVIDE AND SIGN FRISSELL LO.  TURN LEFT FOLLOWING TRAIL ABOUT
 QE2649'0.75 MI WNW. TO TOP OF SECOND DIVIDE AND END OF HORSE TRAVEL.
 QE2649'PACK N. ALONG RIDGE ABOUT 0.75 MI TO ROCKY POINT ON SOUTH END OF
 QE2649'MOUNTAIN AND STATION.
 QE2649'
 QE2649'STATION MARK--STANDARD TABLET STAMPED---5283 1916---, CEMENTED IN
 QE2649'BOULDER.  (ELEVATION STAMPED IN 1933)
 QE2649'
 QE2649'RM 1--NGS RM DISK STAMPED---LOOKOUT NO 1 1953---, IN DRILL HOLE IN
 QE2649'BEDROCK.
 QE2649'
 QE2649'RM 2--NGS RM DISK STAMPED---LOOKOUT NO 2 1953---, IN DRILL HOLE IN
 QE2649'BEDROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0478 ***********************************************************************
 RD0478  DESIGNATION -  53
 RD0478  PID         -  RD0478
 RD0478  STATE/COUNTY-  OR/MULTNOMAH
 RD0478  USGS QUAD   -  PORTLAND (1990)
 RD0478
 RD0478                         *CURRENT SURVEY CONTROL
 RD0478  ___________________________________________________________________
 RD0478* NAD 83(1986)-  45 32 08.     (N)    122 41 07.     (W)     SCALED    
 RD0478* NAVD 88     -        10.255  (meters)      33.64   (feet)  POSTED    
 RD0478  ___________________________________________________________________
 RD0478  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 RD0478  DYNAMIC HT  -          10.250 (meters)      33.63  (feet)  COMP
 RD0478  MODELED GRAV-     980,623.0   (mgal)                       NAVD 88
 RD0478
 RD0478  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 RD0478
 RD0478.The horizontal coordinates were scaled from a topographic map and have
 RD0478.an estimated accuracy of +/- 6 seconds.
 RD0478
 RD0478.The orthometric height was determined by differential leveling
 RD0478.and adjusted by the  in 1992.
 RD0478.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 RD0478.was located on a no-check spur therefore a value was not computed.
 RD0478.No vertical observational check was made to the station.
 RD0478
 RD0478.The geoid height was determined by GEOID03.
 RD0478
 RD0478.The dynamic height is computed by dividing the NAVD 88
 RD0478.geopotential number by the normal gravity value computed on the
 RD0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0478.degrees latitude (g = 980.6199 gals.).
 RD0478
 RD0478.The modeled gravity was interpolated from observed gravity values.
 RD0478
 RD0478;                    North         East    Units  Estimated Accuracy
 RD0478;SPC OR N     -   209,980.    2,329,350.      MT  (+/- 180 meters Scaled)
 RD0478
 RD0478                          SUPERSEDED SURVEY CONTROL
 RD0478
 RD0478  NGVD 29 (??/??/92)    9.207  (m)           30.21   (f) ADJ UNCH    1 2
 RD0478
 RD0478.Superseded values are not recommended for survey control.
 RD0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0478.See file dsdata.txt to determine how the superseded data were derived.
 RD0478
 RD0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER245424(NAD 83)
 RD0478_MARKER: DD = SURVEY DISK
 RD0478_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD0478_SP_SET: CURB
 RD0478_STAMPING: 53
 RD0478_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0478
 RD0478  HISTORY     - Date     Condition        Report By
 RD0478  HISTORY     - UNK      MONUMENTED
 RD0478  HISTORY     - 1941     GOOD             NGS
 RD0478  HISTORY     - 1987     MARK NOT FOUND   NGS
 RD0478  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RD0478  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 RD0478
 RD0478                          STATION DESCRIPTION
 RD0478
 RD0478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 RD0478'IN PORTLAND.
 RD0478'SOUTHWEST CORNER OF NORTHWEST 14TH AVE AND NORTHWEST THURMAN STREET,
 RD0478'IN CURB.
 RD0478
 RD0478                          STATION RECOVERY (1987)
 RD0478
 RD0478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD0478'NOT RECOVERED.  NEW ROAD AND CURBS HAVE BEEN BUILT.
 RD0478
 RD0478                          STATION RECOVERY (1988)
 RD0478
 RD0478'RECOVERY NOTE BY US POWER SQUADRON 1988 (GAN)
 RD0478'MARK NOT FOUND.
 RD0478
 RD0478                          STATION RECOVERY (1990)
 RD0478
 RD0478'RECOVERY NOTE BY US POWER SQUADRON 1990 (FV)
 RD0478'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0759 ***********************************************************************
 PA0759  DESIGNATION -  53 DOR
 PA0759  PID         -  PA0759
 PA0759  STATE/COUNTY-  OR/CROOK
 PA0759  USGS QUAD   -  HARDIN RANCH (1981)
 PA0759
 PA0759                         *CURRENT SURVEY CONTROL
 PA0759  ___________________________________________________________________
 PA0759* NAD 83(1986)-  43 53 49.     (N)    119 59 31.     (W)     SCALED    
 PA0759* NAVD 88     -      1353.955  (meters)    4442.10   (feet)  ADJUSTED  
 PA0759  ___________________________________________________________________
 PA0759  GEOID HEIGHT-         -19.30  (meters)                     GEOID03
 PA0759  DYNAMIC HT  -        1353.350 (meters)    4440.12  (feet)  COMP
 PA0759  MODELED GRAV-     980,124.5   (mgal)                       NAVD 88
 PA0759
 PA0759  VERT ORDER  -  THIRD
 PA0759
 PA0759.The horizontal coordinates were scaled from a topographic map and have
 PA0759.an estimated accuracy of +/- 6 seconds.
 PA0759
 PA0759.The orthometric height was determined by differential leveling
 PA0759.and adjusted in August 1995.
 PA0759
 PA0759.The geoid height was determined by GEOID03.
 PA0759
 PA0759.The dynamic height is computed by dividing the NAVD 88
 PA0759.geopotential number by the normal gravity value computed on the
 PA0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0759.degrees latitude (g = 980.6199 gals.).
 PA0759
 PA0759.The modeled gravity was interpolated from observed gravity values.
 PA0759
 PA0759;                    North         East    Units  Estimated Accuracy
 PA0759;SPC OR S     -   247,880.    1,540,820.      MT  (+/- 180 meters Scaled)
 PA0759
 PA0759                          SUPERSEDED SURVEY CONTROL
 PA0759
 PA0759.No superseded survey control is available for this station.
 PA0759
 PA0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKJ597647(NAD 83)
 PA0759_MARKER: DB = BENCH MARK DISK
 PA0759_SETTING: 66 = SET IN ROCK OUTCROP
 PA0759_SP_SET: BEDROCK
 PA0759_STAMPING: 53 DOR 1976 4438
 PA0759_MARK LOGO: USGS  
 PA0759_MAGNETIC: N = NO MAGNETIC MATERIAL
 PA0759_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PA0759+STABILITY: POSITION/ELEVATION WELL
 PA0759
 PA0759  HISTORY     - Date     Condition        Report By
 PA0759  HISTORY     - 1976     MONUMENTED       USGS
 PA0759  HISTORY     - 19781108 GOOD             USGS
 PA0759
 PA0759                          STATION DESCRIPTION
 PA0759
 PA0759'DESCRIBED BY US GEOLOGICAL SURVEY 1978
 PA0759'BROTHERS PO, 9.9 MI E OF, ALONG US HWY 20 TO VAN LAKE RD, THENCE 10.8
 PA0759'MI ENE TO T-RD, THENCE 14.0 MI E TO RD JCT, THENCE 2.6 MI E TO T-RD
 PA0759'AND BRIDGE OVER SOUTH FORK CROOKED RIVER, THENCE 2.1 MI N AND E TO
 PA0759'TOP OF GRADE.  34 FT NE OF CENTERLINE OF RD, 18 FT W OF 30-INCH
 PA0759'JUNIPER, 4 FT W OF WITNESS SIGN.  CEMENTED IN TOP OF RIM ROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0324 ***********************************************************************
 NX0324  DESIGNATION -  53 FMK
 NX0324  PID         -  NX0324
 NX0324  STATE/COUNTY-  OR/HARNEY
 NX0324  USGS QUAD   -  CLOVER SWALE (1971)
 NX0324
 NX0324                         *CURRENT SURVEY CONTROL
 NX0324  ___________________________________________________________________
 NX0324* NAD 83(1986)-  42 58 07.     (N)    119 18 23.     (W)     SCALED    
 NX0324* NAVD 88     -      1553.803  (meters)    5097.77   (feet)  ADJUSTED  
 NX0324  ___________________________________________________________________
 NX0324  GEOID HEIGHT-         -19.43  (meters)                     GEOID03
 NX0324  DYNAMIC HT  -        1552.906 (meters)    5094.83  (feet)  COMP
 NX0324  MODELED GRAV-     979,988.0   (mgal)                       NAVD 88
 NX0324
 NX0324  VERT ORDER  -  SECOND    CLASS 0
 NX0324
 NX0324.The horizontal coordinates were scaled from a topographic map and have
 NX0324.an estimated accuracy of +/- 6 seconds.
 NX0324
 NX0324.The orthometric height was determined by differential leveling
 NX0324.and adjusted in August 1995.
 NX0324
 NX0324.The geoid height was determined by GEOID03.
 NX0324
 NX0324.The dynamic height is computed by dividing the NAVD 88
 NX0324.geopotential number by the normal gravity value computed on the
 NX0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0324.degrees latitude (g = 980.6199 gals.).
 NX0324
 NX0324.The modeled gravity was interpolated from observed gravity values.
 NX0324
 NX0324;                    North         East    Units  Estimated Accuracy
 NX0324;SPC OR S     -   145,320.    1,597,370.      MT  (+/- 180 meters Scaled)
 NX0324
 NX0324                          SUPERSEDED SURVEY CONTROL
 NX0324
 NX0324.No superseded survey control is available for this station.
 NX0324
 NX0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH119599(NAD 83)
 NX0324_MARKER: DB = BENCH MARK DISK
 NX0324_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NX0324_SP_SET: COPPER-CLAD STEEL ROD
 NX0324_STAMPING: 53 FMK 1970 5094
 NX0324_MARK LOGO: USGS  
 NX0324_PROJECTION: FLUSH
 NX0324_MAGNETIC: I = MARKER IS A STEEL ROD
 NX0324_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NX0324_ROD/PIPE-DEPTH: 1.52 meters
 NX0324
 NX0324  HISTORY     - Date     Condition        Report By
 NX0324  HISTORY     - 1970     MONUMENTED       USGS
 NX0324
 NX0324                          STATION DESCRIPTION
 NX0324
 NX0324'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NX0324'FROM THE WINDMILL (T29S R27E SEC 32), PROCEED 0.3 MILE SOUTH ALONG A
 NX0324'DIRT ROAD TO A ROAD FORK, THENCE 0.6 MILE NORTHEAST ALONG A DIRT ROAD
 NX0324'TO A ROAD JUNCTION, THENCE 15.5 MILES SOUTHEAST ALONG THE DIRT ROAD
 NX0324'TO MATTIES ARK AND FOSTER LAKE, ON THE WEST SLOPE OF A SMALL RIDGE,
 NX0324'58 FEET SOUTH OF THE CENTERLINE OF THE ROAD, WITNESS POST SET AT
 NX0324'BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0667 ***********************************************************************
 NW0667  DESIGNATION -  53 MDC
 NW0667  PID         -  NW0667
 NW0667  STATE/COUNTY-  OR/MALHEUR
 NW0667  USGS QUAD   -  PEACOCK LAKE (1982)
 NW0667
 NW0667                         *CURRENT SURVEY CONTROL
 NW0667  ___________________________________________________________________
 NW0667* NAD 83(1986)-  42 29 23.     (N)    117 29 00.     (W)     SCALED    
 NW0667* NAVD 88     -      1499.695  (meters)    4920.25   (feet)  ADJUSTED  
 NW0667  ___________________________________________________________________
 NW0667  GEOID HEIGHT-         -17.86  (meters)                     GEOID03
 NW0667  DYNAMIC HT  -        1498.772 (meters)    4917.22  (feet)  COMP
 NW0667  MODELED GRAV-     979,952.5   (mgal)                       NAVD 88
 NW0667
 NW0667  VERT ORDER  -  SECOND    CLASS 0
 NW0667
 NW0667.The horizontal coordinates were scaled from a topographic map and have
 NW0667.an estimated accuracy of +/- 6 seconds.
 NW0667
 NW0667.The orthometric height was determined by differential leveling
 NW0667.and adjusted in August 1995.
 NW0667
 NW0667.The geoid height was determined by GEOID03.
 NW0667
 NW0667.The dynamic height is computed by dividing the NAVD 88
 NW0667.geopotential number by the normal gravity value computed on the
 NW0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0667.degrees latitude (g = 980.6199 gals.).
 NW0667
 NW0667.The modeled gravity was interpolated from observed gravity values.
 NW0667
 NW0667;                    North         East    Units  Estimated Accuracy
 NW0667;SPC OR S     -    95,890.    1,747,950.      MT  (+/- 180 meters Scaled)
 NW0667
 NW0667                          SUPERSEDED SURVEY CONTROL
 NW0667
 NW0667.No superseded survey control is available for this station.
 NW0667
 NW0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH602042(NAD 83)
 NW0667_MARKER: DB = BENCH MARK DISK
 NW0667_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0667_SP_SET: COPPER-CLAD STEEL ROD
 NW0667_STAMPING: 53 MDC 1974 4916
 NW0667_MARK LOGO: USGS  
 NW0667_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0667_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0667
 NW0667  HISTORY     - Date     Condition        Report By
 NW0667  HISTORY     - 1974     MONUMENTED       USGS
 NW0667
 NW0667                          STATION DESCRIPTION
 NW0667
 NW0667'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 NW0667'FROM BURNS JUNCTION OREGON, PROCEED 12.6 MILES SOUTH ALONG U S
 NW0667'HIGHWAY 95, THENCE 10.5 MILES EAST AND 3.3 MILES SOUTH ALONG A GRAVEL
 NW0667'ROAD, THENCE 13.1 MILES EAST AND NORTHEAST ALONG A TRACK ROAD, THENCE
 NW0667'4.3 MILES SOUTH ALONG A TRACK ROAD, AT THE TOP OF A SMALL RISE, 9
 NW0667'FEET WEST OF THE CENTERLINE OF THE ROAD, IN LINE WITH A FENCE, SET ON
 NW0667'A COPPER-COATED ROD DRIVEN TO REFUSAL, ENCASED IN A 6 INCH DRAINPIPE,
 NW0667'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0655 ***********************************************************************
 QE0655  DESIGNATION -  53+50.00 RM
 QE0655  PID         -  QE0655
 QE0655  STATE/COUNTY-  OR/BENTON
 QE0655  USGS QUAD   -  GREENBERRY (1975)
 QE0655
 QE0655                         *CURRENT SURVEY CONTROL
 QE0655  ___________________________________________________________________
 QE0655* NAD 83(1986)-  44 29 52.     (N)    123 16 39.     (W)     SCALED    
 QE0655* NAVD 88     -        74.715  (meters)     245.13   (feet)  ADJUSTED  
 QE0655  ___________________________________________________________________
 QE0655  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 QE0655  DYNAMIC HT  -          74.710 (meters)     245.11  (feet)  COMP
 QE0655  MODELED GRAV-     980,554.9   (mgal)                       NAVD 88
 QE0655
 QE0655  VERT ORDER  -  FIRST     CLASS II
 QE0655
 QE0655.This mark is at Corvallis Municipal Airport (CVO)
 QE0655
 QE0655.The horizontal coordinates were scaled from a topographic map and have
 QE0655.an estimated accuracy of +/- 6 seconds.
 QE0655
 QE0655.The orthometric height was determined by differential leveling
 QE0655.and adjusted in June 1991.
 QE0655
 QE0655.The geoid height was determined by GEOID03.
 QE0655
 QE0655.The dynamic height is computed by dividing the NAVD 88
 QE0655.geopotential number by the normal gravity value computed on the
 QE0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0655.degrees latitude (g = 980.6199 gals.).
 QE0655
 QE0655.The modeled gravity was interpolated from observed gravity values.
 QE0655
 QE0655;                    North         East    Units  Estimated Accuracy
 QE0655;SPC OR N     -    96,150.    2,279,150.      MT  (+/- 180 meters Scaled)
 QE0655
 QE0655                          SUPERSEDED SURVEY CONTROL
 QE0655
 QE0655  NGVD 29 (??/??/92)   73.702  (m)          241.80   (f) ADJ UNCH    1 2
 QE0655
 QE0655.Superseded values are not recommended for survey control.
 QE0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0655.See file dsdata.txt to determine how the superseded data were derived.
 QE0655
 QE0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ779272(NAD 83)
 QE0655_MARKER: DD = SURVEY DISK
 QE0655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0655_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0655_STAMPING: 53-50.00
 QE0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0655+STABILITY: SURFACE MOTION
 QE0655
 QE0655  HISTORY     - Date     Condition        Report By
 QE0655  HISTORY     - UNK      MONUMENTED       DOD
 QE0655  HISTORY     - 1968     GOOD             NGS
 QE0655  HISTORY     - 1987     MARK NOT FOUND   NGS
 QE0655  HISTORY     - 19960828 MARK NOT FOUND   CHANCE
 QE0655
 QE0655                          STATION DESCRIPTION
 QE0655
 QE0655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 QE0655'5 MI SW FROM CORVALLIS.
 QE0655'AT CORVALLIS MUNICIPAL AIRPORT, BENTON COUNTY, 98.0 FT. EAST OF THE
 QE0655'CENTER ONE OF FIVE OLD CONTACT LIGHTS AT RUNWAY END 27 AND ON THE
 QE0655'CENTERLINE EXTENDED, 106.3 FT. EAST OF NORTH LIGHT OF THE SET OF THREE
 QE0655'SOUTHERLY THRESHOLD LIGHTS, AND 106.1 FT. SOUTHEAST OF THE SOUTH LIGHT
 QE0655'OF THE NORTHERLY SET OF THREE THRESHOLD LIGHTS.  IT IS A U.S. ARMY
 QE0655'CORPS OF ENGINEERS REFEENCE MARK DISK SET IN A 1 X 1 FT. CONCRETE
 QE0655'POST, AND IS STAMPED 53-50.00.  IT IS ABOUT 0.2 FT. BELOW THE SURFACE
 QE0655'OF THE GROUND.
 QE0655
 QE0655                          STATION RECOVERY (1987)
 QE0655
 QE0655'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE0655'MARK NOT FOUND.
 QE0655
 QE0655                          STATION RECOVERY (1996)
 QE0655
 QE0655'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 QE0655'THE STATION WAS NOT RECOVERED AUG 28, 1996.  THE FIELD WHERE THE
 QE0655'MONUMENT SHOULD BE LOCATED IS HEAVILY CULTIVATED, SOME CONCRETE DEBRIS
 QE0655'WAS RECOVERED BUT NOTHING WAS FOUND WHERE THE TIES INDICATED THE
 QE0655'MONUMENT SHOULD BE.  MONUMENT SEARCH LASTED 0.5 MAN HOURS -- ASSUMED
 QE0655'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0134 ***********************************************************************
 NY0134  DESIGNATION -  5302.79
 NY0134  PID         -  NY0134
 NY0134  STATE/COUNTY-  OR/LAKE
 NY0134  USGS QUAD   -  QUARTZ VALLEY (1988)
 NY0134
 NY0134                         *CURRENT SURVEY CONTROL
 NY0134  ___________________________________________________________________
 NY0134* NAD 83(1986)-  42 19 41.     (N)    120 50 34.     (W)     SCALED    
 NY0134* NAVD 88     -      1617.490  (meters)    5306.72   (feet)  ADJUSTED  
 NY0134  ___________________________________________________________________
 NY0134  GEOID HEIGHT-         -21.19  (meters)                     GEOID03
 NY0134  DYNAMIC HT  -        1616.419 (meters)    5303.20  (feet)  COMP
 NY0134  MODELED GRAV-     979,901.9   (mgal)                       NAVD 88
 NY0134
 NY0134  VERT ORDER  -  FIRST     CLASS II
 NY0134
 NY0134.The horizontal coordinates were scaled from a topographic map and have
 NY0134.an estimated accuracy of +/- 6 seconds.
 NY0134
 NY0134.The orthometric height was determined by differential leveling
 NY0134.and adjusted in June 1991.
 NY0134
 NY0134.The geoid height was determined by GEOID03.
 NY0134
 NY0134.The dynamic height is computed by dividing the NAVD 88
 NY0134.geopotential number by the normal gravity value computed on the
 NY0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0134.degrees latitude (g = 980.6199 gals.).
 NY0134
 NY0134.The modeled gravity was interpolated from observed gravity values.
 NY0134
 NY0134;                    North         East    Units  Estimated Accuracy
 NY0134;SPC OR S     -    73,530.    1,471,750.      MT  (+/- 180 meters Scaled)
 NY0134
 NY0134                          SUPERSEDED SURVEY CONTROL
 NY0134
 NY0134  NGVD 29 (??/??/92) 1616.291  (m)         5302.78   (f) ADJ UNCH    1 2
 NY0134
 NY0134.Superseded values are not recommended for survey control.
 NY0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0134.See file dsdata.txt to determine how the superseded data were derived.
 NY0134
 NY0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM777884(NAD 83)
 NY0134_MARKER: DD = SURVEY DISK
 NY0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NY0134_STAMPING: 5302.79
 NY0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0134+STABILITY: SURFACE MOTION
 NY0134
 NY0134  HISTORY     - Date     Condition        Report By
 NY0134  HISTORY     - UNK      MONUMENTED       ORDT
 NY0134  HISTORY     - 1942     GOOD             NGS
 NY0134
 NY0134                          STATION DESCRIPTION
 NY0134
 NY0134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NY0134'11.71 MI E FROM BLY.
 NY0134'LOCATED ALONG OREGON STATE HIGHWAY NO. 66, 27 FEET NORTH CENTER OF
 NY0134'HIGHWAY, 15 FEET NORTHWEST OF CULVERT, ABOUT 6 INCHES ABOVE HIGHWAY
 NY0134'LEVEL, 42 FEET WEST OF 30-INCH PINE TREE WITH TRIANGLE BLAZE, 20 FEET
 NY0134'SOUTH OF TELEPHONE LINE, WITNESS POST SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0137 ***********************************************************************
 NY0137  DESIGNATION -  5335.29
 NY0137  PID         -  NY0137
 NY0137  STATE/COUNTY-  OR/LAKE
 NY0137  USGS QUAD   -  QUARTZ VALLEY (1988)
 NY0137
 NY0137                         *CURRENT SURVEY CONTROL
 NY0137  ___________________________________________________________________
 NY0137* NAD 83(1986)-  42 18 40.     (N)    120 47 58.     (W)     SCALED    
 NY0137* NAVD 88     -      1627.328  (meters)    5338.99   (feet)  ADJUSTED  
 NY0137  ___________________________________________________________________
 NY0137  GEOID HEIGHT-         -21.12  (meters)                     GEOID03
 NY0137  DYNAMIC HT  -        1626.242 (meters)    5335.43  (feet)  COMP
 NY0137  MODELED GRAV-     979,896.7   (mgal)                       NAVD 88
 NY0137
 NY0137  VERT ORDER  -  FIRST     CLASS II
 NY0137
 NY0137.The horizontal coordinates were scaled from a topographic map and have
 NY0137.an estimated accuracy of +/- 6 seconds.
 NY0137
 NY0137.The orthometric height was determined by differential leveling
 NY0137.and adjusted in June 1991.
 NY0137
 NY0137.The geoid height was determined by GEOID03.
 NY0137
 NY0137.The dynamic height is computed by dividing the NAVD 88
 NY0137.geopotential number by the normal gravity value computed on the
 NY0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0137.degrees latitude (g = 980.6199 gals.).
 NY0137
 NY0137.The modeled gravity was interpolated from observed gravity values.
 NY0137
 NY0137;                    North         East    Units  Estimated Accuracy
 NY0137;SPC OR S     -    71,630.    1,475,310.      MT  (+/- 180 meters Scaled)
 NY0137
 NY0137                          SUPERSEDED SURVEY CONTROL
 NY0137
 NY0137  NGVD 29 (??/??/92) 1626.120  (m)         5335.03   (f) ADJ UNCH    1 2
 NY0137
 NY0137.Superseded values are not recommended for survey control.
 NY0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0137.See file dsdata.txt to determine how the superseded data were derived.
 NY0137
 NY0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM813866(NAD 83)
 NY0137_MARKER: DD = SURVEY DISK
 NY0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0137_SP_SET: CONCRETE POST
 NY0137_STAMPING: 5335.29 1928
 NY0137_MARK LOGO: BPR   
 NY0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0137+STABILITY: SURFACE MOTION
 NY0137_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NY0137+SATELLITE: SATELLITE OBSERVATIONS - September 15, 1987
 NY0137
 NY0137  HISTORY     - Date     Condition        Report By
 NY0137  HISTORY     - 1928     MONUMENTED       BPR
 NY0137  HISTORY     - 1942     GOOD             NGS
 NY0137  HISTORY     - 19870915 GOOD             NGS
 NY0137
 NY0137                          STATION DESCRIPTION
 NY0137
 NY0137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NY0137'14.36 MI E FROM BLY.
 NY0137'LOCATED ALONG OREGON STATE HIGHWAY NO. 66, 30 FEET NORTHEAST OF CENTER
 NY0137'OF HIGHWAY, 1 FOOT ABOVE HIGHWAY LEVEL, 18 FEET WEST OF 11-INCH PINE
 NY0137'TREE WITH TRIANGLE BLAZE, 18 FEET SOUTHWEST OF FENCE LINE, 18 FEET
 NY0137'SOUTHWEST OF TELEPHONE LINE, WITNESS POST SET.
 NY0137
 NY0137                          STATION RECOVERY (1987)
 NY0137
 NY0137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 NY0137'THE MARK WAS TO BE DESTROYED DURING CONSTRUCTION.  A RESET MARK WAS
 NY0137'SET NEARBY.
 NY0137'DESCRIBED BY L.L. RIGGERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0980 ***********************************************************************
 NY0980  DESIGNATION -  5335.29 RESET
 NY0980  PID         -  NY0980
 NY0980  STATE/COUNTY-  OR/LAKE
 NY0980  USGS QUAD   -  QUARTZ VALLEY (1988)
 NY0980
 NY0980                         *CURRENT SURVEY CONTROL
 NY0980  ___________________________________________________________________
 NY0980* NAD 83(1986)-  42 18 40.     (N)    120 47 58.     (W)     SCALED    
 NY0980* NAVD 88     -      1626.80   (meters)    5337.3    (feet)  RESET     
 NY0980  ___________________________________________________________________
 NY0980  GEOID HEIGHT-         -21.12  (meters)                     GEOID03
 NY0980  VERT ORDER  -  THIRD
 NY0980
 NY0980.The horizontal coordinates were scaled from a topographic map and have
 NY0980.an estimated accuracy of +/- 6 seconds.
 NY0980
 NY0980.The orthometric height was computed from unverified reset data.
 NY0980.No vertical observational check was made to the station.
 NY0980
 NY0980.The geoid height was determined by GEOID03.
 NY0980
 NY0980;                    North         East    Units  Estimated Accuracy
 NY0980;SPC OR S     -    71,630.    1,475,310.      MT  (+/- 180 meters Scaled)
 NY0980
 NY0980                          SUPERSEDED SURVEY CONTROL
 NY0980
 NY0980  NGVD 29 (10/26/06) 1625.60   (m)         5333.3    (f) RESET       3  
 NY0980
 NY0980.Superseded values are not recommended for survey control.
 NY0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0980.See file dsdata.txt to determine how the superseded data were derived.
 NY0980
 NY0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM813866(NAD 83)
 NY0980_MARKER: DB = BENCH MARK DISK
 NY0980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0980_SP_SET: CONCRETE POST
 NY0980_STAMPING: 5335.29 USBPR RESET 1987
 NY0980_MARK LOGO: NGS   
 NY0980_MAGNETIC: N = NO MAGNETIC MATERIAL
 NY0980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0980+STABILITY: SURFACE MOTION
 NY0980_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NY0980+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2007
 NY0980
 NY0980  HISTORY     - Date     Condition        Report By
 NY0980  HISTORY     - 1987     MONUMENTED       NGS
 NY0980  HISTORY     - 20070516 GOOD             GEOCAC
 NY0980
 NY0980                          STATION DESCRIPTION
 NY0980
 NY0980'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 NY0980'THE MARK IS 23.04 KM (14.32 MI) SOUTHEAST OF BLY, 2.56 KM (1.59 MI)
 NY0980'SOUTHEAST OF THE SUMMIT OF QUARTZ MOUNTAIN PASS, 15.7 M (51.5 FT)
 NY0980'NORTH OF THE CENTERLINE OF HIGHWAY 140, 8.0 M (26.2 FT) WEST OF A PINE
 NY0980'TREE WITH A TRIANGULAR BLAZE, 0.20 M (0.66 FT) SOUTH OF A FENCE AND
 NY0980'0.2 M (0.7 FT) SOUTH OF A WITNESS POST.
 NY0980'DESCRIBED BY L.L. RIGGERS.
 NY0980
 NY0980                          STATION RECOVERY (2007)
 NY0980
 NY0980'RECOVERY NOTE BY GEOCACHING 2007 (MMH)
 NY0980'DISC STAMPING IS INCORRECT. READS 5535.29 USBPR RESET 1987
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0361 ***********************************************************************
 NZ0361  DESIGNATION -  5339.5
 NZ0361  PID         -  NZ0361
 NZ0361  STATE/COUNTY-  OR/DOUGLAS
 NZ0361  USGS QUAD   -  ABBOTT BUTTE (1989)
 NZ0361
 NZ0361                         *CURRENT SURVEY CONTROL
 NZ0361  ___________________________________________________________________
 NZ0361* NAD 83(1986)-  42 55 12.     (N)    122 35 04.     (W)     SCALED    
 NZ0361* NAVD 88     -      1628.709  (meters)    5343.52   (feet)  ADJUSTED  
 NZ0361  ___________________________________________________________________
 NZ0361  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 NZ0361  DYNAMIC HT  -        1628.066 (meters)    5341.41  (feet)  COMP
 NZ0361  MODELED GRAV-     980,163.6   (mgal)                       NAVD 88
 NZ0361
 NZ0361  VERT ORDER  -  SECOND    CLASS 0
 NZ0361
 NZ0361.The horizontal coordinates were scaled from a topographic map and have
 NZ0361.an estimated accuracy of +/- 6 seconds.
 NZ0361
 NZ0361.The orthometric height was determined by differential leveling
 NZ0361.and adjusted in June 1991.
 NZ0361
 NZ0361.The geoid height was determined by GEOID03.
 NZ0361
 NZ0361.The dynamic height is computed by dividing the NAVD 88
 NZ0361.geopotential number by the normal gravity value computed on the
 NZ0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0361.degrees latitude (g = 980.6199 gals.).
 NZ0361
 NZ0361.The modeled gravity was interpolated from observed gravity values.
 NZ0361
 NZ0361;                    North         East    Units  Estimated Accuracy
 NZ0361;SPC OR S     -   141,340.    1,329,850.      MT  (+/- 180 meters Scaled)
 NZ0361
 NZ0361                          SUPERSEDED SURVEY CONTROL
 NZ0361
 NZ0361  NGVD 29 (??/??/92) 1627.658  (m)         5340.07   (f) ADJ UNCH    2 0
 NZ0361
 NZ0361.Superseded values are not recommended for survey control.
 NZ0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0361.See file dsdata.txt to determine how the superseded data were derived.
 NZ0361
 NZ0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN339520(NAD 83)
 NZ0361_MARKER: N = NAIL
 NZ0361_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NZ0361_SP_SET: STUMP
 NZ0361_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0361
 NZ0361  HISTORY     - Date     Condition        Report By
 NZ0361  HISTORY     - UNK      MONUMENTED       USGS
 NZ0361  HISTORY     - 1967     GOOD             NGS
 NZ0361
 NZ0361                          STATION DESCRIPTION
 NZ0361
 NZ0361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 NZ0361'0.4 MI E FROM HUCKLEBERRY GAP.
 NZ0361'0.4 MILE EAST ALONG FOREST SERVICE ROAD 3017 FROM HUCKLEBERRY GAP AT
 NZ0361'THE JUNCTION OF FOREST SERVICES ROADS 2923 AND 3017, 38 FEET NORTHEAST
 NZ0361'OF THE CENTER OF THE JUNCTION, 9 FEET EAST OF ROAD 2923 AND 1 FOOT
 NZ0361'ABOVE THE ROAD IN A 2 1/2-FOOT STUMP.  THE LETTERS BM WERE PAINTED ON
 NZ0361'THE STUMP WITH RED PAINT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA1186 ***********************************************************************
 RA1186  DESIGNATION -  5366=EMILY
 RA1186  PID         -  RA1186
 RA1186  STATE/COUNTY-  OR/UNION
 RA1186  USGS QUAD   -  IMBLER (1994)
 RA1186
 RA1186                         *CURRENT SURVEY CONTROL
 RA1186  ___________________________________________________________________
 RA1186* NAD 83(1991)-  45 26 23.36769(N)    117 53 34.82441(W)     ADJUSTED  
 RA1186* NAVD 88     -      1634.0    (meters)    5361.     (feet)  VERTCON   
 RA1186  ___________________________________________________________________
 RA1186  LAPLACE CORR-          14.15  (seconds)                    DEFLEC99
 RA1186  GEOID HEIGHT-         -17.71  (meters)                     GEOID03
 RA1186  HORZ ORDER  -  FIRST
 RA1186
 RA1186.The horizontal coordinates were established by classical geodetic methods
 RA1186.and adjusted by the National Geodetic Survey in October 1991.
 RA1186
 RA1186.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1186.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1186
 RA1186.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1186
 RA1186.The geoid height was determined by GEOID03.
 RA1186
 RA1186;                    North         East     Units Scale Factor Converg.
 RA1186;SPC OR N     -   200,327.330 2,703,919.861   MT  0.99990576   +1 50 55.8
 RA1186;SPC OR N     -   657,241.90  8,871,128.15   iFT  0.99990576   +1 50 55.8
 RA1186;UTM  11      - 5,032,199.020   430,157.996   MT  0.99965997   -0 38 10.7
 RA1186
 RA1186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1186!SPC OR N     -   0.99974667  x   0.99990576  =   0.99965246
 RA1186!UTM  11      -   0.99974667  x   0.99965997  =   0.99940673
 RA1186
 RA1186:                Primary Azimuth Mark                     Grid Az
 RA1186:SPC OR N     -  POINT PROMINENCE LOOKOUT                 115 03 29.9
 RA1186:UTM  11      -  POINT PROMINENCE LOOKOUT                 117 32 36.4
 RA1186
 RA1186|---------------------------------------------------------------------|
 RA1186| PID    Reference Object                     Distance      Geod. Az  |
 RA1186|                                                           dddmmss.s |
 RA1186| RA1165 POINT PROMINENCE LOOKOUT            APPROX.16.6 KM 1165425.7 |
 RA1186| CF5234 EMILY RM 1                            6.543 METERS 14038     |
 RA1186| CF5233 EMILY AZ MK                                        1433237.3 |
 RA1186| CF5235 EMILY RM 2                            3.518 METERS 23509     |
 RA1186|---------------------------------------------------------------------|
 RA1186
 RA1186                          SUPERSEDED SURVEY CONTROL
 RA1186
 RA1186  NAD 83(1986)-  45 26 23.36633(N)    117 53 34.81110(W) AD(       ) 1
 RA1186  NAD 27      -  45 26 23.88436(N)    117 53 31.04751(W) AD(       ) 1
 RA1186  NGVD 29 (12/08/88) 1632.8    (m)         5357.     (f) VERT ANG    3  
 RA1186
 RA1186.Superseded values are not recommended for survey control.
 RA1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1186.See file dsdata.txt to determine how the superseded data were derived.
 RA1186
 RA1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML3015832199(NAD 83)
 RA1186_MARKER: DS = TRIANGULATION STATION DISK
 RA1186_SETTING: 66 = SET IN ROCK OUTCROP
 RA1186_SP_SET: SET IN BEDROCK
 RA1186_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA1186+STABILITY: POSITION/ELEVATION WELL
 RA1186
 RA1186  HISTORY     - Date     Condition        Report By
 RA1186  HISTORY     - UNK      MONUMENTED       USGS
 RA1186  HISTORY     - 1945     GOOD             CGS
 RA1186  HISTORY     - 1946     GOOD             CGS
 RA1186  HISTORY     - 1964     GOOD             USGS
 RA1186
 RA1186                          STATION DESCRIPTION
 RA1186
 RA1186'DESCRIBED BY US GEOLOGICAL SURVEY UNK
 RA1186'LOCATED ON HIGHEST POINT OF RIDGE BETWEEN INDIAN CREEK AND GRANDE
 RA1186'RONDE RIVER.
 RA1186'
 RA1186'TO REACH FROM MR. CHILDERS RESIDENCE, WHICH IS NEAR SUMMIT OF
 RA1186'RIDGE, TAKE INDIAN CREEK RD. (COMES UP RIDGE FROM LOWER COVE) 1
 RA1186'MI.  TAKE ALL LEFT RDS. UNTIL CABIN IS REACHED.  TURN RIGHT UP
 RA1186'RIDGE TO SPRING THEN UP TO STATION 4 MI FROM MR. CHILDERS.  THERE
 RA1186'IS BUNCH OF TREES NW. OF SIGNAL HIGHER.
 RA1186'
 RA1186'STATION MARK--BRONZE TRIANGULATION TABLET, STAMPING UNKNOWN, SET
 RA1186'IN SOLID ROCK.
 RA1186'
 RA1186'RMS--NONE SET.
 RA1186
 RA1186                          STATION RECOVERY (1945)
 RA1186
 RA1186'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945
 RA1186'NOTE--CGS RECOVERED IN 1945 A VABM TABLET STAMPED---5366---AN OTHER
 RA1186'USGS TABLET MAY BE ABOUT 10 FT. N. OF IT.
 RA1186
 RA1186                          STATION RECOVERY (1946)
 RA1186
 RA1186'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (JTJ)
 RA1186'THE STATION IS LOCATED ABOUT 3-1/2 MILES EAST, AND 1-1/2 MILE
 RA1186'SOUTH OF THE IMBLER SIDING OF THE UNION PACIFIC RAILROAD, ON THE
 RA1186'HIGHEST POINT OF MT. HARRIS WHICH IS THE MOST PROMINENT PEAK
 RA1186'IN THE VICINITY.
 RA1186'
 RA1186'THE MARK IS A STANDARD BRONZE UNITED STATES GEOLOGICAL SURVEY
 RA1186'BENCH MARK CEMENTED IN A DRILL HOLE IN SOLID ROCK, 39 METERS SOUTH
 RA1186'SOUTHEAST OF THE MT. HARRIS LOOKOUT TOWER, NEAR THE SITE OF THE
 RA1186'OLD TOWER.  STAMPED 5366.
 RA1186'
 RA1186'TO REACH THE STATION FROM THE RAILROAD SIDING OF ALICEL, WHICH
 RA1186'IS 8.4 MILES NORTH OF LA GRANDE, GO EAST ON DIRT ROAD 0.1 MILE
 RA1186'NORTH OF THE SIDING 0.6 MILE TO FORK, TAKE LEFT FORK AS PER SIGN
 RA1186'MT. HARRIS FOR 3.3 MILES TO FORK, TURN RIGHT UP GRADE AND CONTINUE
 RA1186'FOR 0.9 MILE TO FORK SHARP LEFT, TURN SHARP LEFT UP STEEP GRADE
 RA1186'AND CONTINUE ON MAIN TRAVELED ROAD FOR 3.2 MILES TO SUMMIT AND
 RA1186'FORKS, TAKE LEFT FORK THROUGH WIRE GATE AS PER SIGN MT. HARRIS
 RA1186'L.O. AND CONTINUE FOR 0.9 MILE TO WIRE GATE AND FORK, KEEP
 RA1186'RIGHT FORK UP STEEP GRADE FOR 2.8 MILES TO THE MT HARRIS
 RA1186'LOOKOUT TOWER AND STATION ON THE ROCK LEDGE ABOUT 50 YARDS TO
 RA1186'THE SOUTHEAST.
 RA1186'
 RA1186'REFERENCE MARK NO 1 IS A STANDARD BRONZE REFERENCE DISK SET IN
 RA1186'CONCRETE FOUNDATION OF OLD LOOKOUT TOWER (SOUTHEAST LEG) AND IS
 RA1186'ABOUT 2-1/2 FEET LOWER THAN THE STATION.  STAMPED EMILY USGS NO 1
 RA1186'1946.
 RA1186'
 RA1186'REFERENCE MARK NO 2 IS A STANDARD BRONZE REFERENCE DISK SET IN A
 RA1186'SHARP POINT OF SOLID ROCK, ABOUT 1 FOOT HIGHER THAN THE
 RA1186'STATION.  STAMPED EMILY USGS NO 2 1946.
 RA1186'
 RA1186'THE AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN THE NORTH END
 RA1186'OF A LONG STRIP OF OUTCROP IN A SMALL CLEARING 2.0 MILES BY ROAD
 RA1186'SOUTH SOUTHEAST OF THE STATION.  IT IS ABOUT 10 FEET SOUTH OF THE
 RA1186'ROAD AND ABOUT 80 FEET SOUTH SOUTHEAST OF A LARGE PINE TREE WITH
 RA1186'TWO TRIANGLE BLAZES.  STAMPED EMILY USGS 1946.
 RA1186'
 RA1186'THE MT. HARRIS LOOKOUT TOWER IS ELEVATED ABOUT 50 FEET AND IS
 RA1186'ABOUT SQUARE IN DIMENSIONS, WITH LIVING QUARTERS JUST BELOW THE
 RA1186'WATCH TOWER.
 RA1186
 RA1186                          STATION RECOVERY (1964)
 RA1186
 RA1186'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 RA1186'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0136 ***********************************************************************
 NY0136  DESIGNATION -  5378.22
 NY0136  PID         -  NY0136
 NY0136  STATE/COUNTY-  OR/LAKE
 NY0136  USGS QUAD   -  QUARTZ VALLEY (1988)
 NY0136
 NY0136                         *CURRENT SURVEY CONTROL
 NY0136  ___________________________________________________________________
 NY0136* NAD 83(1986)-  42 19 06.     (N)    120 48 35.     (W)     SCALED    
 NY0136* NAVD 88     -      1637.557  (meters)    5372.55   (feet)  ADJUSTED  
 NY0136  ___________________________________________________________________
 NY0136  GEOID HEIGHT-         -21.13  (meters)                     GEOID03
 NY0136  DYNAMIC HT  -        1636.459 (meters)    5368.95  (feet)  COMP
 NY0136  MODELED GRAV-     979,892.9   (mgal)                       NAVD 88
 NY0136
 NY0136  VERT ORDER  -  FIRST     CLASS II
 NY0136
 NY0136.The horizontal coordinates were scaled from a topographic map and have
 NY0136.an estimated accuracy of +/- 6 seconds.
 NY0136
 NY0136.The orthometric height was determined by differential leveling
 NY0136.and adjusted in June 1991.
 NY0136
 NY0136.The geoid height was determined by GEOID03.
 NY0136
 NY0136.The dynamic height is computed by dividing the NAVD 88
 NY0136.geopotential number by the normal gravity value computed on the
 NY0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0136.degrees latitude (g = 980.6199 gals.).
 NY0136
 NY0136.The modeled gravity was interpolated from observed gravity values.
 NY0136
 NY0136;                    North         East    Units  Estimated Accuracy
 NY0136;SPC OR S     -    72,440.    1,474,470.      MT  (+/- 180 meters Scaled)
 NY0136
 NY0136                          SUPERSEDED SURVEY CONTROL
 NY0136
 NY0136  NGVD 29 (??/??/92) 1636.345  (m)         5368.58   (f) ADJ UNCH    1 2
 NY0136
 NY0136.Superseded values are not recommended for survey control.
 NY0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0136.See file dsdata.txt to determine how the superseded data were derived.
 NY0136
 NY0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM804874(NAD 83)
 NY0136_MARKER: DD = SURVEY DISK
 NY0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NY0136_STAMPING: 5378.22 1928
 NY0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0136+STABILITY: SURFACE MOTION
 NY0136
 NY0136  HISTORY     - Date     Condition        Report By
 NY0136  HISTORY     - 1928     MONUMENTED       BPR
 NY0136  HISTORY     - 1942     GOOD             NGS
 NY0136
 NY0136                          STATION DESCRIPTION
 NY0136
 NY0136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NY0136'13.61 MI E FROM BLY.
 NY0136'LOCATED ALONG OREGON STATE HIGHWAY NO. 66, ABOUT 0.3 MILES EAST OF
 NY0136'QUARTZ MOUNTAIN STANDARD GASOLINE STATION, 48 FEET NORTHEAST OF CENTER
 NY0136'OF HIGHWAY, 2 FEET BELOW HIGHWAY LEVEL, 4 FEET SOUTHWEST OF TELEPHONE
 NY0136'LINE, 2 FEET SOUTHWEST OF FENCE LINE, 6 FEET NORTH OF 36-INCH STUMP,
 NY0136'WITNESS POST SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0233 ***********************************************************************
 QE0233  DESIGNATION -  538
 QE0233  PID         -  QE0233
 QE0233  STATE/COUNTY-  OR/LINN
 QE0233  USGS QUAD   -  SWEET HOME (1984)
 QE0233
 QE0233                         *CURRENT SURVEY CONTROL
 QE0233  ___________________________________________________________________
 QE0233* NAD 83(1986)-  44 23 52.     (N)    122 43 36.     (W)     SCALED    
 QE0233* NAVD 88     -       165.207  (meters)     542.02   (feet)  POSTED    
 QE0233  ___________________________________________________________________
 QE0233  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 QE0233  DYNAMIC HT  -         165.180 (meters)     541.93  (feet)  COMP
 QE0233  MODELED GRAV-     980,466.8   (mgal)                       NAVD 88
 QE0233
 QE0233  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 QE0233
 QE0233.The horizontal coordinates were scaled from a topographic map and have
 QE0233.an estimated accuracy of +/- 6 seconds.
 QE0233
 QE0233.The orthometric height was determined by differential leveling
 QE0233.and adjusted by the  in 1992.
 QE0233.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 QE0233.rate of 1.1 thru 2.0 mm/km.
 QE0233
 QE0233.The geoid height was determined by GEOID03.
 QE0233
 QE0233.The dynamic height is computed by dividing the NAVD 88
 QE0233.geopotential number by the normal gravity value computed on the
 QE0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0233.degrees latitude (g = 980.6199 gals.).
 QE0233
 QE0233.The modeled gravity was interpolated from observed gravity values.
 QE0233
 QE0233;                    North         East    Units  Estimated Accuracy
 QE0233;SPC OR N     -    83,690.    2,322,630.      MT  (+/- 180 meters Scaled)
 QE0233
 QE0233                          SUPERSEDED SURVEY CONTROL
 QE0233
 QE0233  NGVD 29 (??/??/92)  164.172  (m)          538.62   (f) ADJ UNCH    1 2
 QE0233
 QE0233.Superseded values are not recommended for survey control.
 QE0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0233.See file dsdata.txt to determine how the superseded data were derived.
 QE0233
 QE0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ217160(NAD 83)
 QE0233_MARKER: Q = CHISELED SQUARE
 QE0233_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QE0233_SP_SET: PORCH
 QE0233_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0233
 QE0233  HISTORY     - Date     Condition        Report By
 QE0233  HISTORY     - UNK      MONUMENTED       ORDT
 QE0233  HISTORY     - 1941     GOOD             NGS
 QE0233
 QE0233                          STATION DESCRIPTION
 QE0233
 QE0233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QE0233'IN SWEET HOME.
 QE0233'CENTER OF CONCRETE PORCH AT JAMES STORE.  SOUTH SIDE OF SOUTH SANTIAM
 QE0233'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0399 ***********************************************************************
 PC0399  DESIGNATION -  538 B=J 10
 PC0399  PID         -  PC0399
 PC0399  STATE/COUNTY-  OR/DOUGLAS
 PC0399  USGS QUAD   -  SUTHERLIN (1988)
 PC0399
 PC0399                         *CURRENT SURVEY CONTROL
 PC0399  ___________________________________________________________________
 PC0399* NAD 83(1986)-  43 23 43.     (N)    123 18 57.     (W)     SCALED    
 PC0399* NAVD 88     -       165.550  (meters)     543.14   (feet)  ADJUSTED  
 PC0399  ___________________________________________________________________
 PC0399  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 PC0399  DYNAMIC HT  -         165.519 (meters)     543.04  (feet)  COMP
 PC0399  MODELED GRAV-     980,430.1   (mgal)                       NAVD 88
 PC0399
 PC0399  VERT ORDER  -  FIRST     CLASS II
 PC0399
 PC0399.The horizontal coordinates were scaled from a topographic map and have
 PC0399.an estimated accuracy of +/- 6 seconds.
 PC0399
 PC0399.The orthometric height was determined by differential leveling
 PC0399.and adjusted in June 1991.
 PC0399
 PC0399.The geoid height was determined by GEOID03.
 PC0399
 PC0399.The dynamic height is computed by dividing the NAVD 88
 PC0399.geopotential number by the normal gravity value computed on the
 PC0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0399.degrees latitude (g = 980.6199 gals.).
 PC0399
 PC0399.The modeled gravity was interpolated from observed gravity values.
 PC0399
 PC0399;                    North         East    Units  Estimated Accuracy
 PC0399;SPC OR S     -   195,850.    1,271,940.      MT  (+/- 180 meters Scaled)
 PC0399
 PC0399                          SUPERSEDED SURVEY CONTROL
 PC0399
 PC0399  NGVD 29 (??/??/92)  164.479  (m)          539.63   (f) ADJ UNCH    1 2
 PC0399
 PC0399.Superseded values are not recommended for survey control.
 PC0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0399.See file dsdata.txt to determine how the superseded data were derived.
 PC0399
 PC0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP744047(NAD 83)
 PC0399_MARKER: P = PIPE CAP
 PC0399_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PC0399_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PC0399_STAMPING: J 10 539 FT.538 B 1903
 PC0399_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PC0399
 PC0399  HISTORY     - Date     Condition        Report By
 PC0399  HISTORY     - 1903     MONUMENTED       USGS
 PC0399  HISTORY     - 1954     GOOD             NGS
 PC0399  HISTORY     - 1987     MARK NOT FOUND   NGS
 PC0399
 PC0399                          STATION DESCRIPTION
 PC0399
 PC0399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 PC0399'0.4 MI N FROM SUTHERLIN.
 PC0399'0.4 MILE NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 PC0399'STATION AT SUTHERLIN, AT THE CROSSING OF WEST 6TH AVENUE, AT THE NORTH
 PC0399'END OF A CUT, IN LINE WITH A ROW OF TELEPHONE POLES, 18.1 FEET WEST OF
 PC0399'THE WEST RAIL OF THE MAIN TRACK, 13 FEET SOUTHEAST OF THE CENTER LINE
 PC0399'OF THE AVENUE, 8.6 FEET SOUTHWEST OF A RAILROAD CROSSING SIGN POST,
 PC0399'1.7 FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND SET
 PC0399'IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 PC0399
 PC0399                          STATION RECOVERY (1987)
 PC0399
 PC0399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PC0399'THERE HAS BEEN CONSTRUCTION IN THS AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0360 ***********************************************************************
 NZ0360  DESIGNATION -  5380.4
 NZ0360  PID         -  NZ0360
 NZ0360  STATE/COUNTY-  OR/DOUGLAS
 NZ0360  USGS QUAD   -  ABBOTT BUTTE (1989)
 NZ0360
 NZ0360                         *CURRENT SURVEY CONTROL
 NZ0360  ___________________________________________________________________
 NZ0360* NAD 83(1986)-  42 55 04.     (N)    122 35 20.     (W)     SCALED    
 NZ0360* NAVD 88     -      1641.165  (meters)    5384.39   (feet)  ADJUSTED  
 NZ0360  ___________________________________________________________________
 NZ0360  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 NZ0360  DYNAMIC HT  -        1640.522 (meters)    5382.28  (feet)  COMP
 NZ0360  MODELED GRAV-     980,165.8   (mgal)                       NAVD 88
 NZ0360
 NZ0360  VERT ORDER  -  SECOND    CLASS 0
 NZ0360
 NZ0360.The horizontal coordinates were scaled from a topographic map and have
 NZ0360.an estimated accuracy of +/- 6 seconds.
 NZ0360
 NZ0360.The orthometric height was determined by differential leveling
 NZ0360.and adjusted in June 1991.
 NZ0360
 NZ0360.The geoid height was determined by GEOID03.
 NZ0360
 NZ0360.The dynamic height is computed by dividing the NAVD 88
 NZ0360.geopotential number by the normal gravity value computed on the
 NZ0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0360.degrees latitude (g = 980.6199 gals.).
 NZ0360
 NZ0360.The modeled gravity was interpolated from observed gravity values.
 NZ0360
 NZ0360;                    North         East    Units  Estimated Accuracy
 NZ0360;SPC OR S     -   141,100.    1,329,480.      MT  (+/- 180 meters Scaled)
 NZ0360
 NZ0360                          SUPERSEDED SURVEY CONTROL
 NZ0360
 NZ0360  NGVD 29 (??/??/92) 1640.119  (m)         5380.96   (f) ADJ UNCH    2 0
 NZ0360
 NZ0360.Superseded values are not recommended for survey control.
 NZ0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0360.See file dsdata.txt to determine how the superseded data were derived.
 NZ0360
 NZ0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN335517(NAD 83)
 NZ0360_MARKER: N = NAIL
 NZ0360_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NZ0360_SP_SET: FIR STUMP
 NZ0360_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0360
 NZ0360  HISTORY     - Date     Condition        Report By
 NZ0360  HISTORY     - UNK      MONUMENTED       USGS
 NZ0360  HISTORY     - 1967     GOOD             NGS
 NZ0360
 NZ0360                          STATION DESCRIPTION
 NZ0360
 NZ0360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 NZ0360'IN HUCKLEBERRY GAP.
 NZ0360'AT HUCKLEBERRY GAP, 39 FEET SOUTH OF FOREST SERVICE ROAD 3017, 37 FEET
 NZ0360'EAST OF THE SIGN, HUCKLEBERRY GAP, 17 FEET EAST OF THE CENTER OF A
 NZ0360'ROAD LEADING TO A CAMP GROUNDS AND 4 FEET HIGHER THAN THE ROAD IN THE
 NZ0360'WEST BASE OF A FIR STUMP 8-FEET HIGH WITH AN INSULATOR ON IT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0284 ***********************************************************************
 PB0284  DESIGNATION -  54
 PB0284  PID         -  PB0284
 PB0284  STATE/COUNTY-  OR/LAKE
 PB0284  USGS QUAD   -  HOLE-IN-THE-GROUND (1982)
 PB0284
 PB0284                         *CURRENT SURVEY CONTROL
 PB0284  ___________________________________________________________________
 PB0284* NAD 83(1986)-  43 24 39.     (N)    121 14 44.     (W)     SCALED    
 PB0284* NAVD 88     -      1418.252  (meters)    4653.05   (feet)  ADJUSTED  
 PB0284  ___________________________________________________________________
 PB0284  GEOID HEIGHT-         -20.83  (meters)                     GEOID03
 PB0284  DYNAMIC HT  -        1417.495 (meters)    4650.56  (feet)  COMP
 PB0284  MODELED GRAV-     980,035.9   (mgal)                       NAVD 88
 PB0284
 PB0284  VERT ORDER  -  SECOND    CLASS 0
 PB0284
 PB0284.The horizontal coordinates were scaled from a topographic map and have
 PB0284.an estimated accuracy of +/- 6 seconds.
 PB0284
 PB0284.The orthometric height was determined by differential leveling
 PB0284.and adjusted in June 1991.
 PB0284
 PB0284.The geoid height was determined by GEOID03.
 PB0284
 PB0284.The dynamic height is computed by dividing the NAVD 88
 PB0284.geopotential number by the normal gravity value computed on the
 PB0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0284.degrees latitude (g = 980.6199 gals.).
 PB0284
 PB0284.The modeled gravity was interpolated from observed gravity values.
 PB0284
 PB0284;                    North         East    Units  Estimated Accuracy
 PB0284;SPC OR S     -   194,020.    1,439,620.      MT  (+/- 180 meters Scaled)
 PB0284
 PB0284                          SUPERSEDED SURVEY CONTROL
 PB0284
 PB0284  NGVD 29 (??/??/92) 1416.982  (m)         4648.88   (f) ADJ UNCH    2 0
 PB0284
 PB0284.Superseded values are not recommended for survey control.
 PB0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0284.See file dsdata.txt to determine how the superseded data were derived.
 PB0284
 PB0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP420079(NAD 83)
 PB0284_MARKER: DD = SURVEY DISK
 PB0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0284_STAMPING: 4649 54 1930
 PB0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0284+STABILITY: SURFACE MOTION
 PB0284
 PB0284  HISTORY     - Date     Condition        Report By
 PB0284  HISTORY     - 1930     MONUMENTED       BPR
 PB0284  HISTORY     - 1931     GOOD             NGS
 PB0284
 PB0284                          STATION DESCRIPTION
 PB0284
 PB0284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 PB0284'24.6 MI NW FROM SILVER LAKE.
 PB0284'ABOUT 24.6 MILES NORTHWEST ALONG THE FREMONT HIGHWAY (OREGON 31) FROM
 PB0284'SILVER LAKE, LAKE COUNTY, ABOUT 110 FEET EAST OF A 4-FOOT PINE TREE,
 PB0284'AND 35 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY.  A UNITED
 PB0284'STATES BUREAU OF PUBLIC ROADS STANDARD DISK, STAMPED 4649 54 1930 AND
 PB0284'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC0361 ***********************************************************************
 SC0361  DESIGNATION -  54 2 USE
 SC0361  PID         -  SC0361
 SC0361  STATE/COUNTY-  OR/COLUMBIA
 SC0361  USGS QUAD   -  COAL CREEK (1985)
 SC0361
 SC0361                         *CURRENT SURVEY CONTROL
 SC0361  ___________________________________________________________________
 SC0361* NAD 83(1991)-  46 09 21.25044(N)    123 04 12.07205(W)     ADJUSTED  
 SC0361* NAVD 88     -         6.946  (meters)      22.79   (feet)  ADJUSTED  
 SC0361  ___________________________________________________________________
 SC0361  LAPLACE CORR-          -6.18  (seconds)                    DEFLEC99
 SC0361  GEOID HEIGHT-         -21.12  (meters)                     GEOID03
 SC0361  DYNAMIC HT  -           6.947 (meters)      22.79  (feet)  COMP
 SC0361  MODELED GRAV-     980,740.5   (mgal)                       NAVD 88
 SC0361
 SC0361  HORZ ORDER  -  THIRD
 SC0361  VERT ORDER  -  FIRST     CLASS II
 SC0361
 SC0361.The horizontal coordinates were established by classical geodetic methods
 SC0361.and adjusted by the National Geodetic Survey in October 1991.
 SC0361
 SC0361.The orthometric height was determined by differential leveling
 SC0361.and adjusted in June 1991.
 SC0361
 SC0361.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC0361
 SC0361.The geoid height was determined by GEOID03.
 SC0361
 SC0361.The dynamic height is computed by dividing the NAVD 88
 SC0361.geopotential number by the normal gravity value computed on the
 SC0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0361.degrees latitude (g = 980.6199 gals.).
 SC0361
 SC0361.The modeled gravity was interpolated from observed gravity values.
 SC0361
 SC0361;                    North         East     Units Scale Factor Converg.
 SC0361;SPC OR N     -   279,781.583 2,301,502.514   MT  1.00004339   -1 49 21.4
 SC0361;SPC OR N     -   917,918.58  7,550,861.27   iFT  1.00004339   -1 49 21.4
 SC0361;SPC WA S     -    94,662.030   301,524.188   MT  0.99994249   -1 52 00.7
 SC0361;SPC WA S     -   310,570.34    989,250.61   sFT  0.99994249   -1 52 00.7
 SC0361;UTM  10      - 5,111,371.993   494,593.436   MT  0.99960036   -0 03 01.8
 SC0361
 SC0361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC0361!SPC OR N     -   1.00000222  x   1.00004339  =   1.00004561
 SC0361!SPC WA S     -   1.00000222  x   0.99994249  =   0.99994471
 SC0361!UTM  10      -   1.00000222  x   0.99960036  =   0.99960258
 SC0361
 SC0361:                Primary Azimuth Mark                     Grid Az
 SC0361:SPC OR N     -  FISHER ISLAND LIGHT                      003 06 49.2
 SC0361:SPC WA S     -  FISHER ISLAND LIGHT                      003 09 28.5
 SC0361:UTM  10      -  FISHER ISLAND LIGHT                      001 20 29.6
 SC0361
 SC0361|---------------------------------------------------------------------|
 SC0361| PID    Reference Object                     Distance      Geod. Az  |
 SC0361|                                                           dddmmss.s |
 SC0361| SC1629 FISHER ISLAND LIGHT                 APPROX. 0.5 KM 0011727.8 |
 SC0361| SC1625 FISHER USE AUX 1936                 APPROX. 1.6 KM 0675117.2 |
 SC0361| SC1620 FISHER ISLAND DIKE 1 LIGHT          APPROX. 1.1 KM 0814009.0 |
 SC0361| SC1626 FISHER ISLAND DIKE 3 LIGHT          APPROX. 1.7 KM 0903920.1 |
 SC0361| SC1619 WALKER ISLAND NORTHWEST LIGHT       APPROX. 0.9 KM 0990033.2 |
 SC0361| SC1652 MAYGER LIGHT                        APPROX. 2.1 KM 3181134.2 |
 SC0361|---------------------------------------------------------------------|
 SC0361
 SC0361                          SUPERSEDED SURVEY CONTROL
 SC0361
 SC0361  NAD 83(1986)-  46 09 21.26705(N)    123 04 12.07086(W) AD(       ) 3
 SC0361  NAD 27      -  46 09 21.86368(N)    123 04 07.65573(W) AD(       ) 3
 SC0361  NGVD 29 (??/??/92)    5.953  (m)           19.53   (f) ADJ UNCH    1 2
 SC0361
 SC0361.Superseded values are not recommended for survey control.
 SC0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0361.See file dsdata.txt to determine how the superseded data were derived.
 SC0361
 SC0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS9459311372(NAD 83)
 SC0361_MARKER: DD = SURVEY DISK
 SC0361_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SC0361_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SC0361_STAMPING: 542 19-26
 SC0361_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC0361
 SC0361  HISTORY     - Date     Condition        Report By
 SC0361  HISTORY     - 1936     MONUMENTED       USE
 SC0361  HISTORY     - 1941     GOOD             NGS
 SC0361  HISTORY     - 1949     SEE DESCRIPTION  CGS
 SC0361  HISTORY     - 1981     MARK NOT FOUND   USGS
 SC0361  HISTORY     - 1987     MARK NOT FOUND   NGS
 SC0361
 SC0361                          STATION DESCRIPTION
 SC0361
 SC0361'DESCRIBED BY US ENGINEERS 1936 (RWK)
 SC0361'STATION IS ABOUT 1.4 MILES SE OF GREEN POINT ON A SLIGHT POINT
 SC0361'ABOUT 2 METERS FROM EDGE OF ROCKY FILL AND ABOUT 4 METERS FROM
 SC0361'CENTER OF RAILROAD TRACK AND AT THE SAME ELEVATION.
 SC0361'
 SC0361'THE STATION IS MARKED BY A U.S. ENGINEERS DISK SET IN AN IRON
 SC0361'PIPE AND CONCRETE POST, PROJECTING ABOUT 6 INCHES ABOVE THE SURFACE.
 SC0361
 SC0361                          STATION RECOVERY (1941)
 SC0361
 SC0361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 SC0361'0.52 MI NW FROM PYRAMID.
 SC0361'ABOUT .52 MILE NORTH WEST OF STATION AT PYRAMID.  ABOUT .31 MILE
 SC0361'NORTHWEST OF NORTHWEST END OF R.R. SIDING AT PYRAMID.  ABOUT 82 FEET
 SC0361'NORTHWEST OF MILE POST 54.  ABOUT 17 FEET NORTHEAST OF CENTER OF R.R.
 SC0361'TRACK.
 SC0361
 SC0361                          STATION RECOVERY (1949)
 SC0361
 SC0361'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (HJH)
 SC0361'THIS STATION HAS BEEN DESTROYED.  THE MONUMENT WAS FOUND ON ITS
 SC0361'SIDE AT THE WATERS EDGE.
 SC0361
 SC0361                          STATION RECOVERY (1981)
 SC0361
 SC0361'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 SC0361'MARK NOT FOUND.
 SC0361
 SC0361                          STATION RECOVERY (1987)
 SC0361
 SC0361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SC0361'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0800 ***********************************************************************
 PB0800  DESIGNATION -  54 DOR
 PB0800  PID         -  PB0800
 PB0800  STATE/COUNTY-  OR/CROOK
 PB0800  USGS QUAD   -  SAND HOLLOW (1983)
 PB0800
 PB0800                         *CURRENT SURVEY CONTROL
 PB0800  ___________________________________________________________________
 PB0800* NAD 83(1986)-  43 53 25.     (N)    120 00 32.     (W)     SCALED    
 PB0800* NAVD 88     -      1267.590  (meters)    4158.75   (feet)  ADJUSTED  
 PB0800  ___________________________________________________________________
 PB0800  GEOID HEIGHT-         -19.32  (meters)                     GEOID03
 PB0800  DYNAMIC HT  -        1267.033 (meters)    4156.92  (feet)  COMP
 PB0800  MODELED GRAV-     980,134.9   (mgal)                       NAVD 88
 PB0800
 PB0800  VERT ORDER  -  THIRD
 PB0800
 PB0800.The horizontal coordinates were scaled from a topographic map and have
 PB0800.an estimated accuracy of +/- 6 seconds.
 PB0800
 PB0800.The orthometric height was determined by differential leveling
 PB0800.and adjusted in August 1995.
 PB0800
 PB0800.The geoid height was determined by GEOID03.
 PB0800
 PB0800.The dynamic height is computed by dividing the NAVD 88
 PB0800.geopotential number by the normal gravity value computed on the
 PB0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0800.degrees latitude (g = 980.6199 gals.).
 PB0800
 PB0800.The modeled gravity was interpolated from observed gravity values.
 PB0800
 PB0800;                    North         East    Units  Estimated Accuracy
 PB0800;SPC OR S     -   247,130.    1,539,460.      MT  (+/- 180 meters Scaled)
 PB0800
 PB0800                          SUPERSEDED SURVEY CONTROL
 PB0800
 PB0800.No superseded survey control is available for this station.
 PB0800
 PB0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGP402640(NAD 83)
 PB0800_MARKER: DB = BENCH MARK DISK
 PB0800_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PB0800+WITH SETTING: INFORMATION.
 PB0800_SP_SET: METAL ROD DRIVEN INTO GROUND
 PB0800_STAMPING: 54 DOR 1976 4155
 PB0800_MARK LOGO: USGS  
 PB0800_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 PB0800_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PB0800
 PB0800  HISTORY     - Date     Condition        Report By
 PB0800  HISTORY     - 1976     MONUMENTED       USGS
 PB0800  HISTORY     - 19781113 GOOD             USGS
 PB0800
 PB0800                          STATION DESCRIPTION
 PB0800
 PB0800'DESCRIBED BY US GEOLOGICAL SURVEY 1978
 PB0800'BROTHERS PO, 9.9 MI E OF, ALONG US HWY 20, THENCE 10.8 MI ENE ALONG
 PB0800'VAN LAKE RD TO T-RD , THENCE 14.0 MI E TO RD JCT, THENCE 2.6 MI E TO
 PB0800'T-RD AND BRIDGE OVER SOUTH FORK CROOKED RIVER, THENCE 1.0 MI N AND E
 PB0800'TO GATE IN N-S FENCE.  42 FT S OF CENTERLINE OF RD, 1 FT W OF WITNESS
 PB0800'SIGN, NEAR FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0325 ***********************************************************************
 NX0325  DESIGNATION -  54 FMK
 NX0325  PID         -  NX0325
 NX0325  STATE/COUNTY-  OR/HARNEY
 NX0325  USGS QUAD   -  CLOVER SWALE (1971)
 NX0325
 NX0325                         *CURRENT SURVEY CONTROL
 NX0325  ___________________________________________________________________
 NX0325* NAD 83(1986)-  42 58 06.     (N)    119 19 10.     (W)     SCALED    
 NX0325* NAVD 88     -      1558.581  (meters)    5113.44   (feet)  ADJUSTED  
 NX0325  ___________________________________________________________________
 NX0325  GEOID HEIGHT-         -19.45  (meters)                     GEOID03
 NX0325  DYNAMIC HT  -        1557.682 (meters)    5110.49  (feet)  COMP
 NX0325  MODELED GRAV-     979,988.5   (mgal)                       NAVD 88
 NX0325
 NX0325  VERT ORDER  -  SECOND    CLASS 0
 NX0325
 NX0325.The horizontal coordinates were scaled from a topographic map and have
 NX0325.an estimated accuracy of +/- 6 seconds.
 NX0325
 NX0325.The orthometric height was determined by differential leveling
 NX0325.and adjusted in August 1995.
 NX0325
 NX0325.The geoid height was determined by GEOID03.
 NX0325
 NX0325.The dynamic height is computed by dividing the NAVD 88
 NX0325.geopotential number by the normal gravity value computed on the
 NX0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0325.degrees latitude (g = 980.6199 gals.).
 NX0325
 NX0325.The modeled gravity was interpolated from observed gravity values.
 NX0325
 NX0325;                    North         East    Units  Estimated Accuracy
 NX0325;SPC OR S     -   145,270.    1,596,300.      MT  (+/- 180 meters Scaled)
 NX0325
 NX0325                          SUPERSEDED SURVEY CONTROL
 NX0325
 NX0325.No superseded survey control is available for this station.
 NX0325
 NX0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH108599(NAD 83)
 NX0325_MARKER: DB = BENCH MARK DISK
 NX0325_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NX0325_SP_SET: COPPER-CLAD STEEL ROD
 NX0325_STAMPING: 54 FMK 1970 5109
 NX0325_MARK LOGO: USGS  
 NX0325_PROJECTION: FLUSH
 NX0325_MAGNETIC: I = MARKER IS A STEEL ROD
 NX0325_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NX0325_ROD/PIPE-DEPTH: 1.52 meters
 NX0325
 NX0325  HISTORY     - Date     Condition        Report By
 NX0325  HISTORY     - 1970     MONUMENTED       USGS
 NX0325
 NX0325                          STATION DESCRIPTION
 NX0325
 NX0325'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NX0325'FROM THE WINDMILL (T29S R27E SEC 32), PROCEED 0.3 MILE SOUTH ALONG A
 NX0325'DIRT ROAD TO A ROAD FORK, THENCE 0.6 MILE NORTHEAST ALONG A DIRT ROAD
 NX0325'TO A ROAD JUNCTION, THENCE 14.9 MILES SOUTHEAST ALONG THE DIRT ROAD
 NX0325'TO MATTIES ARK AND FOSTER LAKE, AT A GATE, 44 FEET WEST OF THE
 NX0325'CENTERLINE OF THE ROAD, 29 FEET WEST OF A BLM ALUMINUM TABLET STAMPED
 NX0325'NO 490 FOSTER FLAT BOUNDARY FENCE SE NE SEC 18 T30S R29E 1958,
 NX0325'WITNESS POST SET AT BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AI5706 ***********************************************************************
 AI5706  DESIGNATION -  54 FMK
 AI5706  PID         -  AI5706
 AI5706  STATE/COUNTY-  OR/MALHEUR
 AI5706  USGS QUAD   -  BURNS JUNCTION (1972)
 AI5706
 AI5706                         *CURRENT SURVEY CONTROL
 AI5706  ___________________________________________________________________
 AI5706* NAD 83(1986)-  42 45 47.     (N)    117 51 18.     (W)     SCALED    
 AI5706* NAVD 88     -      1189.524  (meters)    3902.63   (feet)  ADJUSTED  
 AI5706  ___________________________________________________________________
 AI5706  GEOID HEIGHT-         -18.32  (meters)                     GEOID03
 AI5706  DYNAMIC HT  -        1188.891 (meters)    3900.55  (feet)  COMP
 AI5706  MODELED GRAV-     980,048.0   (mgal)                       NAVD 88
 AI5706
 AI5706  VERT ORDER  -  SECOND    CLASS I
 AI5706
 AI5706.The horizontal coordinates were scaled from a topographic map and have
 AI5706.an estimated accuracy of +/- 6 seconds.
 AI5706
 AI5706.The orthometric height was determined by differential leveling
 AI5706.and adjusted in July 2002.
 AI5706.No vertical observational check was made to the station.
 AI5706
 AI5706.The geoid height was determined by GEOID03.
 AI5706
 AI5706.The dynamic height is computed by dividing the NAVD 88
 AI5706.geopotential number by the normal gravity value computed on the
 AI5706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI5706.degrees latitude (g = 980.6199 gals.).
 AI5706
 AI5706.The modeled gravity was interpolated from observed gravity values.
 AI5706
 AI5706;                    North         East    Units  Estimated Accuracy
 AI5706;SPC OR S     -   125,210.    1,716,450.      MT  (+/- 180 meters Scaled)
 AI5706
 AI5706                          SUPERSEDED SURVEY CONTROL
 AI5706
 AI5706.No superseded survey control is available for this station.
 AI5706
 AI5706_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH300348(NAD 83)
 AI5706_MARKER: DD = SURVEY DISK
 AI5706_SETTING: 80 = SET IN A BOULDER
 AI5706_STAMPING: 54 FMK 1972 3899
 AI5706_MARK LOGO: USGS  
 AI5706_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5706+STABILITY: SURFACE MOTION
 AI5706_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5706+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2000
 AI5706
 AI5706  HISTORY     - Date     Condition        Report By
 AI5706  HISTORY     - 1972     MONUMENTED       USGS
 AI5706  HISTORY     - 20000316 GOOD             NGS
 AI5706
 AI5706                          STATION DESCRIPTION
 AI5706
 AI5706'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 AI5706'1.8 KM (1.10 MI) SOUTHERLY ALONG U.S. HIGHWAY 95 FROM THE MOST
 AI5706'EASTERLY JUNCTION OF STATE HIGHWAY 78 AT BURNS JUNCTION, SET IN A 2 BY
 AI5706'3-FOOT EXPOSED BOULDER, 36.1 M (118.4 FT) NORTH OF A UTILITY POLE,
 AI5706'27.4 M (89.9 FT) EAST OF THE HIGHWAY CENTERLINE, 1.0 ABOVE THE LEVEL
 AI5706'OF THE HIGHWAY, 0.7 SOUTH OF A WITNESS POST, AND THE MARK IS FLUSH
 AI5706'WITH THE GROUND SURFACE.  NOTE--THE MARK IS ON THE HIGHWAY
 AI5706'RIGHT-OF-WAY
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0668 ***********************************************************************
 NW0668  DESIGNATION -  54 MDC
 NW0668  PID         -  NW0668
 NW0668  STATE/COUNTY-  OR/MALHEUR
 NW0668  USGS QUAD   -  PEACOCK LAKE (1982)
 NW0668
 NW0668                         *CURRENT SURVEY CONTROL
 NW0668  ___________________________________________________________________
 NW0668* NAD 83(1986)-  42 28 28.     (N)    117 28 40.     (W)     SCALED    
 NW0668* NAVD 88     -      1534.048  (meters)    5032.96   (feet)  ADJUSTED  
 NW0668  ___________________________________________________________________
 NW0668  GEOID HEIGHT-         -17.84  (meters)                     GEOID03
 NW0668  DYNAMIC HT  -        1533.095 (meters)    5029.83  (feet)  COMP
 NW0668  MODELED GRAV-     979,945.6   (mgal)                       NAVD 88
 NW0668
 NW0668  VERT ORDER  -  SECOND    CLASS 0
 NW0668
 NW0668.The horizontal coordinates were scaled from a topographic map and have
 NW0668.an estimated accuracy of +/- 6 seconds.
 NW0668
 NW0668.The orthometric height was determined by differential leveling
 NW0668.and adjusted in August 1995.
 NW0668
 NW0668.The geoid height was determined by GEOID03.
 NW0668
 NW0668.The dynamic height is computed by dividing the NAVD 88
 NW0668.geopotential number by the normal gravity value computed on the
 NW0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0668.degrees latitude (g = 980.6199 gals.).
 NW0668
 NW0668.The modeled gravity was interpolated from observed gravity values.
 NW0668
 NW0668;                    North         East    Units  Estimated Accuracy
 NW0668;SPC OR S     -    94,220.    1,748,460.      MT  (+/- 180 meters Scaled)
 NW0668
 NW0668                          SUPERSEDED SURVEY CONTROL
 NW0668
 NW0668.No superseded survey control is available for this station.
 NW0668
 NW0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH607025(NAD 83)
 NW0668_MARKER: DB = BENCH MARK DISK
 NW0668_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0668_SP_SET: COPPER-CLAD STEEL ROD
 NW0668_STAMPING: 54 MDC 1974 5029
 NW0668_MARK LOGO: USGS  
 NW0668_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0668_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0668
 NW0668  HISTORY     - Date     Condition        Report By
 NW0668  HISTORY     - 1974     MONUMENTED       USGS
 NW0668
 NW0668                          STATION DESCRIPTION
 NW0668
 NW0668'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 NW0668'FROM BURNS JUNCTION OREGON, PROCEED 12.6 MILES SOUTH ALONG U S
 NW0668'HIGHWAY 95, THENCE 10.5 MILES EAST AND 3.3 MILES SOUTH ALONG A GRAVEL
 NW0668'ROAD, THENCE 13.1 MILES EAST AND NORTHEAST ALONG A TRACK ROAD, THENCE
 NW0668'5.4 MILES SOUTH ALONG A TRACK ROAD TO THE TOP OF A SUMMIT, 0.2 MILES
 NW0668'NORTH OF A MAJOR DRAIN CROSSING, 200 FEET NORTH OF THE CREST OF THE
 NW0668'SUMMIT, 7 FEET WEST OF THE CENTERLINE OF THE ROAD, IN LINE WITH A
 NW0668'FENCE, SET ON A COPPER-COATED ROD DRIVEN TO REFUSAL, ENCASED IN A 6
 NW0668'INCH DRAINPIPE, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0098 ***********************************************************************
 PC0098  DESIGNATION -  54 RESET
 PC0098  PID         -  PC0098
 PC0098  STATE/COUNTY-  OR/DOUGLAS
 PC0098  USGS QUAD   -  PUMICE DESERT EAST (1985)
 PC0098
 PC0098                         *CURRENT SURVEY CONTROL
 PC0098  ___________________________________________________________________
 PC0098* NAD 83(1986)-  43 04 01.     (N)    122 07 12.     (W)     SCALED    
 PC0098* NAVD 88     -      1816.898  (meters)    5960.94   (feet)  ADJUSTED  
 PC0098  ___________________________________________________________________
 PC0098  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 PC0098  DYNAMIC HT  -        1815.776 (meters)    5957.26  (feet)  COMP
 PC0098  MODELED GRAV-     979,937.8   (mgal)                       NAVD 88
 PC0098
 PC0098  VERT ORDER  -  FIRST     CLASS II
 PC0098
 PC0098.The horizontal coordinates were scaled from a topographic map and have
 PC0098.an estimated accuracy of +/- 6 seconds.
 PC0098
 PC0098.The orthometric height was determined by differential leveling
 PC0098.and adjusted in June 1991.
 PC0098
 PC0098.The geoid height was determined by GEOID03.
 PC0098
 PC0098.The dynamic height is computed by dividing the NAVD 88
 PC0098.geopotential number by the normal gravity value computed on the
 PC0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0098.degrees latitude (g = 980.6199 gals.).
 PC0098
 PC0098.The modeled gravity was interpolated from observed gravity values.
 PC0098
 PC0098;                    North         East    Units  Estimated Accuracy
 PC0098;SPC OR S     -   156,820.    1,368,070.      MT  (+/- 180 meters Scaled)
 PC0098
 PC0098                          SUPERSEDED SURVEY CONTROL
 PC0098
 PC0098  NGVD 29 (??/??/92) 1815.528  (m)         5956.44   (f) ADJ UNCH    1 2
 PC0098
 PC0098.Superseded values are not recommended for survey control.
 PC0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0098.See file dsdata.txt to determine how the superseded data were derived.
 PC0098
 PC0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN716686(NAD 83)
 PC0098_MARKER: DD = SURVEY DISK
 PC0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PC0098_STAMPING: 54 5956 RESET 1941
 PC0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0098+STABILITY: SURFACE MOTION
 PC0098
 PC0098  HISTORY     - Date     Condition        Report By
 PC0098  HISTORY     - 1941     MONUMENTED       USGLO
 PC0098  HISTORY     - 1941     GOOD             NGS
 PC0098
 PC0098                          STATION DESCRIPTION
 PC0098
 PC0098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 PC0098'8.0 MI SE FROM DIAMOND LAKE.
 PC0098'AT THE NORTH ENTRANCE TO CRATER LAKE NATIONAL PARK, 1.5 MILES SOUTH OF
 PC0098'JUNCTION WITH STATE HIGHWAY 230, 360 FEET EAST OF CENTER OF HIGHWAY,
 PC0098'ALONG THE NORTH BOUNDARY LINE OF CRATER LAKE NATIONAL PARK, WITNESS
 PC0098'POST MARKED USBM.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AB7226 ***********************************************************************
 AB7226  DESIGNATION -  54 RESET
 AB7226  PID         -  AB7226
 AB7226  STATE/COUNTY-  OR/MULTNOMAH
 AB7226  USGS QUAD   -  PORTLAND (1990)
 AB7226
 AB7226                         *CURRENT SURVEY CONTROL
 AB7226  ___________________________________________________________________
 AB7226* NAD 83(1986)-  45 31 07.     (N)    122 40 42.     (W)     SCALED    
 AB7226* NAVD 88     -        14.86   (meters)      48.8    (feet)  RESET     
 AB7226  ___________________________________________________________________
 AB7226  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 AB7226  VERT ORDER  -  THIRD
 AB7226
 AB7226.The horizontal coordinates were scaled from a topographic map and have
 AB7226.an estimated accuracy of +/- 6 seconds.
 AB7226
 AB7226.The orthometric height was computed from unverified reset data.
 AB7226
 AB7226.The geoid height was determined by GEOID03.
 AB7226
 AB7226;                    North         East    Units  Estimated Accuracy
 AB7226;SPC OR N     -   208,090.    2,329,840.      MT  (+/- 180 meters Scaled)
 AB7226
 AB7226                          SUPERSEDED SURVEY CONTROL
 AB7226
 AB7226.No superseded survey control is available for this station.
 AB7226
 AB7226_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER251406(NAD 83)
 AB7226_MARKER: DV = VERTICAL CONTROL DISK
 AB7226_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AB7226_SP_SET: CURB
 AB7226_STAMPING: 54 RESET 1996
 AB7226_MARK LOGO: NGS   
 AB7226_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB7226_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB7226
 AB7226  HISTORY     - Date     Condition        Report By
 AB7226  HISTORY     - 1996     MONUMENTED       NGS
 AB7226  HISTORY     - 20010228 MARK NOT FOUND   USPSQD
 AB7226
 AB7226                          STATION DESCRIPTION
 AB7226
 AB7226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (LLR)
 AB7226'THE DISK WAS SET ABOUT 20 METERS (65.6 FT) NORTHEAST OF THE OLD MARK,
 AB7226'IN THE SOUTH CURB ABOUT 1OO FEET EAST OF MORRISON AND SW FIFTH.
 AB7226'DESCRIBED BY LYLE L.  RIGGERS.
 AB7226
 AB7226                          STATION RECOVERY (2001)
 AB7226
 AB7226'RECOVERY NOTE BY US POWER SQUADRON 2001 (KPK)
 AB7226'CURB APPEARS TO HAVE BEEN REBUILT SINCE 1996.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0629 ***********************************************************************
 NY0629  DESIGNATION -  5405
 NY0629  PID         -  NY0629
 NY0629  STATE/COUNTY-  OR/KLAMATH
 NY0629  USGS QUAD   -  SUN PASS (1985)
 NY0629
 NY0629                         *CURRENT SURVEY CONTROL
 NY0629  ___________________________________________________________________
 NY0629* NAD 83(1986)-  42 47 12.     (N)    121 58 39.     (W)     SCALED    
 NY0629* NAVD 88     -      1648.62   (+/-2cm)    5408.8    (feet)  VERTCON   
 NY0629  ___________________________________________________________________
 NY0629  GEOID HEIGHT-         -21.99  (meters)                     GEOID03
 NY0629  VERT ORDER  -  ? (See Below)
 NY0629
 NY0629.The horizontal coordinates were scaled from a topographic map and have
 NY0629.an estimated accuracy of +/- 6 seconds.
 NY0629
 NY0629.The NAVD 88 height was computed by applying the VERTCON shift value to
 NY0629.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NY0629.The vertical order pertains to the NGVD 29 superseded value.
 NY0629
 NY0629.The geoid height was determined by GEOID03.
 NY0629
 NY0629;                    North         East    Units  Estimated Accuracy
 NY0629;SPC OR S     -   125,480.    1,379,120.      MT  (+/- 180 meters Scaled)
 NY0629
 NY0629                          SUPERSEDED SURVEY CONTROL
 NY0629
 NY0629  NGVD 29 (??/??/92) 1647.333  (m)         5404.62   (f) ADJ UNCH    ?  
 NY0629
 NY0629.Superseded values are not recommended for survey control.
 NY0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0629.See file dsdata.txt to determine how the superseded data were derived.
 NY0629
 NY0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN836376(NAD 83)
 NY0629_MARKER: DD = SURVEY DISK
 NY0629_SETTING: 80 = SET IN A BOULDER
 NY0629_SP_SET: BOULDER
 NY0629_STAMPING: 5404.480 1929
 NY0629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0629+STABILITY: SURFACE MOTION
 NY0629_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NY0629+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2008
 NY0629
 NY0629  HISTORY     - Date     Condition        Report By
 NY0629  HISTORY     - 1929     MONUMENTED       USGS
 NY0629  HISTORY     - 1934     GOOD             NGS
 NY0629  HISTORY     - 20080525 GOOD             COLIS
 NY0629
 NY0629                          STATION DESCRIPTION
 NY0629
 NY0629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NY0629'3.5 MI SW FROM SAND CREEK JUNCTION.
 NY0629'3.5 MILES SOUTHWEST ALONG THE OLD STAGE ROAD FROM SAND CREEK JUNCTION,
 NY0629'KLAMATH COUNTY, 7.5 MILES NORTH ALONG THE DALLES- CALIFORNIA HIGHWAY
 NY0629'FROM FORT KLAMATH JUNCTION, AT THE SUMMIT OF SUN PASS, AT MILEAGE
 NY0629'239.5, 25 FEET EAST OF THE HIGHWAY CENTERLINE, 6 FEET NORTHWEST OF A
 NY0629'10 INCH BLAZED LODGEPOLE PINE TREE SCRIBED U.S.B.M., IN A FLAT
 NY0629'BOULDER.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK STAMPED
 NY0629'5404.480 1929.
 NY0629
 NY0629                          STATION RECOVERY (2008)
 NY0629
 NY0629'RECOVERY NOTE BY WILLIAM COLISCH PLS 2008 (WPC)
 NY0629'LAT 42-47'13.7 LON 121-58'39.1
 NY0629'BLAZED LODGEPOLE PINE HAS BEEN CUT DOWN
 NY0629'NOT A 15 DEGREE HORIZON, BUT SHOULD BE GPS'ABLE
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0630 ***********************************************************************
 NY0630  DESIGNATION -  5406
 NY0630  PID         -  NY0630
 NY0630  STATE/COUNTY-  OR/KLAMATH
 NY0630  USGS QUAD   -  SUN PASS (1985)
 NY0630
 NY0630                         *CURRENT SURVEY CONTROL
 NY0630  ___________________________________________________________________
 NY0630* NAD 83(1986)-  42 47 12.     (N)    121 58 39.     (W)     SCALED    
 NY0630* NAVD 88     -      1649.13   (+/-2cm)    5410.5    (feet)  VERTCON   
 NY0630  ___________________________________________________________________
 NY0630  GEOID HEIGHT-         -21.99  (meters)                     GEOID03
 NY0630  VERT ORDER  -  ? (See Below)
 NY0630
 NY0630.The horizontal coordinates were scaled from a topographic map and have
 NY0630.an estimated accuracy of +/- 6 seconds.
 NY0630
 NY0630.The NAVD 88 height was computed by applying the VERTCON shift value to
 NY0630.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NY0630.The vertical order pertains to the NGVD 29 superseded value.
 NY0630
 NY0630.The geoid height was determined by GEOID03.
 NY0630
 NY0630;                    North         East    Units  Estimated Accuracy
 NY0630;SPC OR S     -   125,480.    1,379,120.      MT  (+/- 180 meters Scaled)
 NY0630
 NY0630                          SUPERSEDED SURVEY CONTROL
 NY0630
 NY0630  NGVD 29 (??/??/92) 1647.846  (m)         5406.31   (f) ADJ UNCH    ?  
 NY0630
 NY0630.Superseded values are not recommended for survey control.
 NY0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0630.See file dsdata.txt to determine how the superseded data were derived.
 NY0630
 NY0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN836376(NAD 83)
 NY0630_MARKER: N = NAIL
 NY0630_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NY0630_SP_SET: LODGEPOLE PINE
 NY0630_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NY0630
 NY0630  HISTORY     - Date     Condition        Report By
 NY0630  HISTORY     - UNK      MONUMENTED       ORDT
 NY0630  HISTORY     - 1934     GOOD             NGS
 NY0630
 NY0630                          STATION DESCRIPTION
 NY0630
 NY0630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NY0630'7.5 MI N FROM FORT KLAMATH JUNCTION.
 NY0630'7.5 MILES NORTH ALONG THE DALLES - CALIFORNIA HIGHWAY FROM FORT
 NY0630'KLAMATH JUNCTION, KLAMATH COUNTY, AT HIGHWAY MILEAGE 239.5, 110 FEET
 NY0630'SOUTHWEST OF THE SUMMIT, 150 FEET SOUTHWEST OF UNITED STATES
 NY0630'GEOLOGICAL SURVEY DISK 5404, 51 FEET SOUTHEAST OF THE HIGHWAY CENTER
 NY0630'LINE ON A BLAZED 8 INCH LODGEPOLE PINE.  A NAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1703 ***********************************************************************
 QE1703  DESIGNATION -  5426=INDIAN
 QE1703  PID         -  QE1703
 QE1703  STATE/COUNTY-  OR/LANE
 QE1703  USGS QUAD   -  HARVEY MOUNTAIN (1989)
 QE1703
 QE1703                         *CURRENT SURVEY CONTROL
 QE1703  ___________________________________________________________________
 QE1703* NAD 83(1991)-  44 00 19.50107(N)    122 15 17.87351(W)     ADJUSTED  
 QE1703* NAVD 88     -      1648.     (meters)    5407.     (feet)  SCALED    
 QE1703  ___________________________________________________________________
 QE1703  LAPLACE CORR-           4.72  (seconds)                    DEFLEC99
 QE1703  GEOID HEIGHT-         -22.09  (meters)                     GEOID03
 QE1703  HORZ ORDER  -  SECOND
 QE1703
 QE1703.The horizontal coordinates were established by classical geodetic methods
 QE1703.and adjusted by the National Geodetic Survey in October 1991.
 QE1703
 QE1703.The orthometric height was scaled from a topographic map.
 QE1703
 QE1703.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE1703
 QE1703.The geoid height was determined by GEOID03.
 QE1703
 QE1703;                    North         East     Units Scale Factor Converg.
 QE1703;SPC OR S     -   261,280.219 1,359,263.863   MT  1.00000138   -1 12 02.4
 QE1703;SPC OR S     -   857,218.57  4,459,527.11   iFT  1.00000138   -1 12 02.4
 QE1703;UTM  10      - 4,872,744.279   559,727.156   MT  0.99964387   +0 31 03.4
 QE1703
 QE1703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE1703!SPC OR S     -   0.99974508  x   1.00000138  =   0.99974646
 QE1703!UTM  10      -   0.99974508  x   0.99964387  =   0.99938904
 QE1703
 QE1703                          SUPERSEDED SURVEY CONTROL
 QE1703
 QE1703  NAD 83(1986)-  44 00 19.51006(N)    122 15 17.88708(W) AD(       ) 2
 QE1703  NAD 27      -  44 00 20.07040(N)    122 15 13.73530(W) AD(       ) 2
 QE1703
 QE1703.Superseded values are not recommended for survey control.
 QE1703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1703.See file dsdata.txt to determine how the superseded data were derived.
 QE1703
 QE1703_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP5972772744(NAD 83)
 QE1703
 QE1703  HISTORY     - Date     Condition        Report By
 QE1703  HISTORY     - 1953     MONUMENTED       USGS
 QE1703
 QE1703                          STATION DESCRIPTION
 QE1703
 QE1703'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 QE1703'SEE STATION INDIAN
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0744 ***********************************************************************
 PB0744  DESIGNATION -  5450 VA
 PB0744  PID         -  PB0744
 PB0744  STATE/COUNTY-  OR/KLAMATH
 PB0744  USGS QUAD   -  CHEMULT (1967)
 PB0744
 PB0744                         *CURRENT SURVEY CONTROL
 PB0744  ___________________________________________________________________
 PB0744* NAD 83(1991)-  43 12 31.04174(N)    121 51 25.25199(W)     ADJUSTED  
 PB0744* NAVD 88     -      1663.     (meters)    5456.     (feet)  SCALED    
 PB0744  ___________________________________________________________________
 PB0744  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 PB0744  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 PB0744  HORZ ORDER  -  SECOND
 PB0744
 PB0744.The horizontal coordinates were established by classical geodetic methods
 PB0744.and adjusted by the National Geodetic Survey in October 1991.
 PB0744
 PB0744.The orthometric height was scaled from a topographic map.
 PB0744
 PB0744.The Laplace correction was computed from DEFLEC99 derived deflections.
 PB0744
 PB0744.The geoid height was determined by GEOID03.
 PB0744
 PB0744;                    North         East     Units Scale Factor Converg.
 PB0744;SPC OR S     -   172,177.445 1,389,739.249   MT  0.99989485   -0 55 42.2
 PB0744;SPC OR S     -   564,886.63  4,559,511.97   iFT  0.99989485   -0 55 42.2
 PB0744;UTM  10      - 4,784,616.521   592,847.452   MT  0.99970605   +0 46 57.4
 PB0744
 PB0744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PB0744!SPC OR S     -   0.99974259  x   0.99989485  =   0.99963746
 PB0744!UTM  10      -   0.99974259  x   0.99970605  =   0.99944871
 PB0744
 PB0744                          SUPERSEDED SURVEY CONTROL
 PB0744
 PB0744  NAD 83(1986)-  43 12 31.04494(N)    121 51 25.26403(W) AD(       ) 2
 PB0744  NAD 27      -  43 12 31.57680(N)    121 51 21.17500(W) AD(       ) 2
 PB0744
 PB0744.Superseded values are not recommended for survey control.
 PB0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0744.See file dsdata.txt to determine how the superseded data were derived.
 PB0744
 PB0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN9284784617(NAD 83)
 PB0744_MARKER: Z = SEE DESCRIPTION
 PB0744_SETTING: 0 = UNSPECIFIED SETTING
 PB0744
 PB0744  HISTORY     - Date     Condition        Report By
 PB0744  HISTORY     - 1953     MONUMENTED       USGS
 PB0744
 PB0744                          STATION DESCRIPTION
 PB0744
 PB0744'DESCRIBED BY US GEOLOGICAL SURVEY 1953 (HSC)
 PB0744'A STANDARD USGS BM SET FLUSH IN THE CONCRETE ABUTMENT OF THE
 PB0744'NORTHEAST LEG OF THE DEER BUTTE LOOKOUT TOWER, ABOUT 3 MILES WEST
 PB0744'OF CHEMULT AND ON THE SUMMIT OF A PROMINENT CLEARED BUTTE KNOWN
 PB0744'LOCALLY AS DEER BUTTE.  THE MARK IS STAMPED VA 5450.
 PB0744'
 PB0744'THIS IS A DRIVE STATION.
 PB0744'
 PB0744'A TRAVERSE CONNECTION WAS MADE TO STATION DEER BU.  SEE
 PB0744'DESCRIPTION THEREOF.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0447 ***********************************************************************
 PB0447  DESIGNATION -  547
 PB0447  PID         -  PB0447
 PB0447  STATE/COUNTY-  OR/KLAMATH
 PB0447  USGS QUAD   -  ODELL LAKE (1981)
 PB0447
 PB0447                         *CURRENT SURVEY CONTROL
 PB0447  ___________________________________________________________________
 PB0447* NAD 83(1986)-  43 32 51.     (N)    121 57 44.     (W)     SCALED    
 PB0447* NAVD 88     -      1459.614  (meters)    4788.75   (feet)  ADJUSTED  
 PB0447  ___________________________________________________________________
 PB0447  GEOID HEIGHT-         -21.18  (meters)                     GEOID03
 PB0447  DYNAMIC HT  -        1458.880 (meters)    4786.34  (feet)  COMP
 PB0447  MODELED GRAV-     980,064.9   (mgal)                       NAVD 88
 PB0447
 PB0447  VERT ORDER  -  SECOND    CLASS 0
 PB0447
 PB0447.The horizontal coordinates were scaled from a topographic map and have
 PB0447.an estimated accuracy of +/- 6 seconds.
 PB0447
 PB0447.The orthometric height was determined by differential leveling
 PB0447.and adjusted in June 1991.
 PB0447
 PB0447.The geoid height was determined by GEOID03.
 PB0447
 PB0447.The dynamic height is computed by dividing the NAVD 88
 PB0447.geopotential number by the normal gravity value computed on the
 PB0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0447.degrees latitude (g = 980.6199 gals.).
 PB0447
 PB0447.The modeled gravity was interpolated from observed gravity values.
 PB0447
 PB0447;                    North         East    Units  Estimated Accuracy
 PB0447;SPC OR S     -   209,960.    1,381,850.      MT  (+/- 180 meters Scaled)
 PB0447
 PB0447                          SUPERSEDED SURVEY CONTROL
 PB0447
 PB0447  NGVD 29 (??/??/92) 1458.325  (m)         4784.52   (f) ADJ UNCH    2 0
 PB0447
 PB0447.Superseded values are not recommended for survey control.
 PB0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0447.See file dsdata.txt to determine how the superseded data were derived.
 PB0447
 PB0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP838221(NAD 83)
 PB0447_MARKER: DD = SURVEY DISK
 PB0447_SETTING: 80 = SET IN A BOULDER
 PB0447_SP_SET: BOULDER
 PB0447_STAMPING: 547
 PB0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0447+STABILITY: SURFACE MOTION
 PB0447
 PB0447  HISTORY     - Date     Condition        Report By
 PB0447  HISTORY     - UNK      MONUMENTED       USGS
 PB0447  HISTORY     - 1934     GOOD             NGS
 PB0447  HISTORY     - 1943     GOOD             NGS
 PB0447
 PB0447                          STATION DESCRIPTION
 PB0447
 PB0447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PB0447'IN ODELL LAKE LODGE.
 PB0447'AT ODELL LAKE LODGE, KLAMATH COUNTY, ABOUT 1000 FEET DOWN STREAM FROM
 PB0447'THE OUTLET OF ODELL LAKE, ON THE EAST BANK OF ODELL CREEK, 53 FEET
 PB0447'NORTHEAST OF A GAGING STATION, IN A BOULDER.  A USGS STANDARD DISK
 PB0447'STAMPED 547.
 PB0447
 PB0447                          STATION RECOVERY (1943)
 PB0447
 PB0447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 PB0447'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1284 ***********************************************************************
 QD1284  DESIGNATION -  5472.6
 QD1284  PID         -  QD1284
 QD1284  STATE/COUNTY-  OR/KLAMATH
 QD1284  USGS QUAD   -  SOUTH SISTER (1988)
 QD1284
 QD1284                         *CURRENT SURVEY CONTROL
 QD1284  ___________________________________________________________________
 QD1284* NAD 83(1986)-  44 01 12.     (N)    121 47 27.     (W)     SCALED    
 QD1284* NAVD 88     -      1669.343  (meters)    5476.84   (feet)  ADJUSTED  
 QD1284  ___________________________________________________________________
 QD1284  GEOID HEIGHT-         -20.56  (meters)                     GEOID03
 QD1284  DYNAMIC HT  -        1668.516 (meters)    5474.12  (feet)  COMP
 QD1284  MODELED GRAV-     980,063.4   (mgal)                       NAVD 88
 QD1284
 QD1284  VERT ORDER  -  SECOND    CLASS 0
 QD1284
 QD1284.The horizontal coordinates were scaled from a topographic map and have
 QD1284.an estimated accuracy of +/- 6 seconds.
 QD1284
 QD1284.The orthometric height was determined by differential leveling
 QD1284.and adjusted in June 1991.
 QD1284
 QD1284.The geoid height was determined by GEOID03.
 QD1284
 QD1284.The dynamic height is computed by dividing the NAVD 88
 QD1284.geopotential number by the normal gravity value computed on the
 QD1284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1284.degrees latitude (g = 980.6199 gals.).
 QD1284
 QD1284.The modeled gravity was interpolated from observed gravity values.
 QD1284
 QD1284;                    North         East    Units  Estimated Accuracy
 QD1284;SPC OR S     -   262,220.    1,396,510.      MT  (+/- 180 meters Scaled)
 QD1284
 QD1284                          SUPERSEDED SURVEY CONTROL
 QD1284
 QD1284  NGVD 29 (??/??/92) 1668.060  (m)         5472.63   (f) ADJ UNCH    2 0
 QD1284
 QD1284.Superseded values are not recommended for survey control.
 QD1284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1284.See file dsdata.txt to determine how the superseded data were derived.
 QD1284
 QD1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP969748(NAD 83)
 QD1284_MARKER: B = BOLT
 QD1284_SETTING: 80 = SET IN A BOULDER
 QD1284_SP_SET: BOULDER
 QD1284_STAMPING: NO. 5472.61
 QD1284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD1284+STABILITY: SURFACE MOTION
 QD1284
 QD1284  HISTORY     - Date     Condition        Report By
 QD1284  HISTORY     - UNK      MONUMENTED       USGS
 QD1284  HISTORY     - 1942     GOOD             NGS
 QD1284
 QD1284                          STATION DESCRIPTION
 QD1284
 QD1284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 QD1284'42.8 MI N FROM ODELL LAKE LODGE.
 QD1284'ALONG ELK LAKE ROAD, 0.25 MILE NORTH OF QUINN CREEK, 100 FEET WEST OF
 QD1284'WEST BANK OF CREEK, 30 FEET WEST OF CENTER LINE OF ROAD IN LARGE
 QD1284'BOULDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0435 ***********************************************************************
 RD0435  DESIGNATION -  54=PORTLAND B M
 RD0435  PID         -  RD0435
 RD0435  STATE/COUNTY-  OR/MULTNOMAH
 RD0435  USGS QUAD   -  PORTLAND (1990)
 RD0435
 RD0435                         *CURRENT SURVEY CONTROL
 RD0435  ___________________________________________________________________
 RD0435* NAD 83(1986)-  45 31 07.     (N)    122 40 43.     (W)     SCALED    
 RD0435* NAVD 88     -        17.886  (meters)      58.68   (feet)  ADJUSTED  
 RD0435  ___________________________________________________________________
 RD0435  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 RD0435  DYNAMIC HT  -          17.887 (meters)      58.68  (feet)  COMP
 RD0435  MODELED GRAV-     980,631.0   (mgal)                       NAVD 88
 RD0435
 RD0435  VERT ORDER  -  FIRST     CLASS II
 RD0435
 RD0435.The horizontal coordinates were scaled from a topographic map and have
 RD0435.an estimated accuracy of +/- 6 seconds.
 RD0435
 RD0435.The orthometric height was determined by differential leveling
 RD0435.and adjusted in June 1991.
 RD0435
 RD0435.The geoid height was determined by GEOID03.
 RD0435
 RD0435.The dynamic height is computed by dividing the NAVD 88
 RD0435.geopotential number by the normal gravity value computed on the
 RD0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0435.degrees latitude (g = 980.6199 gals.).
 RD0435
 RD0435.The modeled gravity was interpolated from observed gravity values.
 RD0435
 RD0435;                    North         East    Units  Estimated Accuracy
 RD0435;SPC OR N     -   208,090.    2,329,820.      MT  (+/- 180 meters Scaled)
 RD0435
 RD0435                          SUPERSEDED SURVEY CONTROL
 RD0435
 RD0435  NGVD 29 (05/16/90)   16.822  (m)           55.19   (f) ADJUSTED    1 2
 RD0435
 RD0435.Superseded values are not recommended for survey control.
 RD0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0435.See file dsdata.txt to determine how the superseded data were derived.
 RD0435
 RD0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER251406(NAD 83)
 RD0435_MARKER: DD = SURVEY DISK
 RD0435_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 RD0435_SP_SET: BUILDING FOUNDATION
 RD0435_STAMPING: 54.796 A
 RD0435_MARK LOGO: USGS  
 RD0435_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD0435_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RD0435+STABILITY: POSITION/ELEVATION WELL
 RD0435_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RD0435+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2006
 RD0435
 RD0435  HISTORY     - Date     Condition        Report By
 RD0435  HISTORY     - 1898     MONUMENTED       USGS
 RD0435  HISTORY     - 1958     SEE DESCRIPTION  CGS
 RD0435  HISTORY     - 1958     GOOD             NGS
 RD0435  HISTORY     - 1987     GOOD             NGS
 RD0435  HISTORY     - 1990     GOOD             USPSQD
 RD0435  HISTORY     - 19960605 GOOD             NGS
 RD0435  HISTORY     - 20010228 GOOD             USPSQD
 RD0435  HISTORY     - 20050612 GOOD             USPSQD
 RD0435  HISTORY     - 20060912 GOOD             USPSQD
 RD0435  HISTORY     - 20060924 GOOD             USPSQD
 RD0435
 RD0435                          STATION DESCRIPTION
 RD0435
 RD0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (ANS)
 RD0435'STATION IS STANDARD USGS BM IN THE PIONEER POST OFFICE, ON SOUTH
 RD0435'SIDE OF SW MORRISON ST. AND BETWEEN SW FIFTH AND SW SIXTH AVENUES
 RD0435'IN PORTLAND.  MARK IS SET VERTICALLY IN FACE OF BUILDING 2 FEET
 RD0435'EAST OF THE MORRISON STREET ENTRANCE AND 3 FEET ABOVE THE
 RD0435'GROUND.  IT IS STAMPED 54.796 A.  THE .796 APPEARS TO HAVE BEEN
 RD0435'STAMPED AT A LATER DATE THAN THE 54 AND A.  THERE IS NO READABLE
 RD0435'STAMPING S 14 1898 AS GIVEN IN DESCRIPTION OF BENCH MARK S
 RD0435'14-54 (USGS).
 RD0435
 RD0435                          STATION RECOVERY (1958)
 RD0435
 RD0435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 RD0435'IN PORTLAND.
 RD0435'IN PIONEER POST OFFICE, DOWNTOWN PORTLAND, ON SOUTH SIDE OF SW
 RD0435'MORRISON BETWEEN SW FIFTH AND SW SIXTH.  SET VERTICALLY IN FACE OF
 RD0435'BUILDING ABOUT 2 FEET EAST OF MORRISON STREET ENTRANCE.  A STANDARD
 RD0435'USGS DISK STAMPED 54.796 A.  THE .796 APPEARS TO HAVE BEEN STAMPED
 RD0435'LATER THAN THE 54 AND THE A.  NO READABLE STAMPING S 14 1898 AS GIVEN
 RD0435'IN ORIGINAL DESCRIPTION.
 RD0435
 RD0435                          STATION RECOVERY (1987)
 RD0435
 RD0435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD0435'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN PORTLAND,
 RD0435'AT 520 SOUTHWEST MORRISON STREET, SET VERTICALLY IN THE NORTH FACE OF
 RD0435'THE PIONEER POST OFFICE BUILDING, IN THE FIRST COURSE OF STONE ABOVE
 RD0435'THE WATER TABLE, 0.06 M (0.2 FT) EAST OF THE EAST DOOR FRAME OF THE
 RD0435'ENTRANCE TO THE BUILDING.  NOTE--A RUBBING WAS TAKEN AND THE STAMPING
 RD0435'IS 54.796 A.
 RD0435'THE MARK IS 1.3 M ABOVE THE GROUND.
 RD0435
 RD0435                          STATION RECOVERY (1990)
 RD0435
 RD0435'RECOVERY NOTE BY US POWER SQUADRON 1990 (KRN)
 RD0435'RECOVERED IN GOOD CONDITION.
 RD0435
 RD0435                          STATION RECOVERY (1996)
 RD0435
 RD0435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (LLR)
 RD0435'THE MARK WILL STILL BE IN PLACE BUT THE BUILDING WILL BE RAISED.
 RD0435'DESCRIBED BY LYLE L.  RIGGERS.
 RD0435
 RD0435                          STATION RECOVERY (2001)
 RD0435
 RD0435'RECOVERY NOTE BY US POWER SQUADRON 2001 (KPK)
 RD0435'RECOVERED IN GOOD CONDITION.
 RD0435
 RD0435                          STATION RECOVERY (2005)
 RD0435
 RD0435'RECOVERY NOTE BY US POWER SQUADRON 2005 (SAO)
 RD0435'RECOVERED IN GOOD CONDITION.
 RD0435
 RD0435                          STATION RECOVERY (2006)
 RD0435
 RD0435'RECOVERY NOTE BY US POWER SQUADRON 2006 (PCS)
 RD0435'RECOVERED IN GOOD CONDITION.
 RD0435
 RD0435                          STATION RECOVERY (2006)
 RD0435
 RD0435'RECOVERY NOTE BY US POWER SQUADRON 2006 (REC)
 RD0435'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0950 ***********************************************************************
 RD0950  DESIGNATION -  55
 RD0950  PID         -  RD0950
 RD0950  STATE/COUNTY-  OR/TILLAMOOK
 RD0950  USGS QUAD   -  HEBO (1985)
 RD0950
 RD0950                         *CURRENT SURVEY CONTROL
 RD0950  ___________________________________________________________________
 RD0950* NAD 83(1986)-  45 10 34.     (N)    123 48 19.     (W)     SCALED    
 RD0950* NAVD 88     -        94.624  (meters)     310.45   (feet)  ADJUSTED  
 RD0950  ___________________________________________________________________
 RD0950  GEOID HEIGHT-         -21.90  (meters)                     GEOID03
 RD0950  DYNAMIC HT  -          94.625 (meters)     310.45  (feet)  COMP
 RD0950  MODELED GRAV-     980,625.9   (mgal)                       NAVD 88
 RD0950
 RD0950  VERT ORDER  -  FIRST     CLASS II
 RD0950
 RD0950.The horizontal coordinates were scaled from a topographic map and have
 RD0950.an estimated accuracy of +/- 6 seconds.
 RD0950
 RD0950.The orthometric height was determined by differential leveling
 RD0950.and adjusted in June 1991.
 RD0950
 RD0950.The geoid height was determined by GEOID03.
 RD0950
 RD0950.The dynamic height is computed by dividing the NAVD 88
 RD0950.geopotential number by the normal gravity value computed on the
 RD0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0950.degrees latitude (g = 980.6199 gals.).
 RD0950
 RD0950.The modeled gravity was interpolated from observed gravity values.
 RD0950
 RD0950;                    North         East    Units  Estimated Accuracy
 RD0950;SPC OR N     -   173,050.    2,240,290.      MT  (+/- 180 meters Scaled)
 RD0950
 RD0950                          SUPERSEDED SURVEY CONTROL
 RD0950
 RD0950  NGVD 29 (??/??/92)   93.569  (m)          306.98   (f) ADJ UNCH    1 2
 RD0950
 RD0950.Superseded values are not recommended for survey control.
 RD0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0950.See file dsdata.txt to determine how the superseded data were derived.
 RD0950
 RD0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR367028(NAD 83)
 RD0950_MARKER: DD = SURVEY DISK
 RD0950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0950_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0950_STAMPING: 55 1934
 RD0950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0950+STABILITY: SURFACE MOTION
 RD0950
 RD0950  HISTORY     - Date     Condition        Report By
 RD0950  HISTORY     - 1934     MONUMENTED       BPR
 RD0950  HISTORY     - 1941     GOOD             NGS
 RD0950
 RD0950                          STATION DESCRIPTION
 RD0950
 RD0950'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 RD0950'5.2 MI SE FROM HEBO.
 RD0950'MARK IS LOCATED ABOUT 5.2 MILES SOUTHEAST OF HEBO ON THREE RIVERS
 RD0950'HIGHWAY, 400 FEET SOUTHEAST OF A PRIVATE BRIDGE LEADING TO A
 RD0950'FARMHOUSE, 90 FEET NORTHEAST OF HIGHWAY AND ACCROSS RIVER, 5 FEET EAST
 RD0950'OF RIVER BANK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0476 ***********************************************************************
 RD0476  DESIGNATION -  55
 RD0476  PID         -  RD0476
 RD0476  STATE/COUNTY-  OR/MULTNOMAH
 RD0476  USGS QUAD   -  PORTLAND (1990)
 RD0476
 RD0476                         *CURRENT SURVEY CONTROL
 RD0476  ___________________________________________________________________
 RD0476* NAD 83(1986)-  45 31 50.     (N)    122 40 33.     (W)     SCALED    
 RD0476* NAVD 88     -        10.597  (meters)      34.77   (feet)  ADJUSTED  
 RD0476  ___________________________________________________________________
 RD0476  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 RD0476  DYNAMIC HT  -          10.597 (meters)      34.77  (feet)  COMP
 RD0476  MODELED GRAV-     980,626.3   (mgal)                       NAVD 88
 RD0476
 RD0476  VERT ORDER  -  FIRST     CLASS II
 RD0476
 RD0476.The horizontal coordinates were scaled from a topographic map and have
 RD0476.an estimated accuracy of +/- 6 seconds.
 RD0476
 RD0476.The orthometric height was determined by differential leveling
 RD0476.and adjusted in June 1991.
 RD0476
 RD0476.The geoid height was determined by GEOID03.
 RD0476
 RD0476.The dynamic height is computed by dividing the NAVD 88
 RD0476.geopotential number by the normal gravity value computed on the
 RD0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0476.degrees latitude (g = 980.6199 gals.).
 RD0476
 RD0476.The modeled gravity was interpolated from observed gravity values.
 RD0476
 RD0476;                    North         East    Units  Estimated Accuracy
 RD0476;SPC OR N     -   209,410.    2,330,070.      MT  (+/- 180 meters Scaled)
 RD0476
 RD0476                          SUPERSEDED SURVEY CONTROL
 RD0476
 RD0476  NGVD 29 (05/16/90)    9.535  (m)           31.28   (f) ADJUSTED    1 2
 RD0476
 RD0476.Superseded values are not recommended for survey control.
 RD0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0476.See file dsdata.txt to determine how the superseded data were derived.
 RD0476
 RD0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER253419(NAD 83)
 RD0476_MARKER: DD = SURVEY DISK
 RD0476_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RD0476_SP_SET: PIER FOOTING
 RD0476_STAMPING: 55
 RD0476_MARK LOGO: OR1650
 RD0476_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RD0476+STABILITY: POSITION/ELEVATION WELL
 RD0476_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RD0476+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2008
 RD0476
 RD0476  HISTORY     - Date     Condition        Report By
 RD0476  HISTORY     - UNK      MONUMENTED
 RD0476  HISTORY     - 1934     GOOD             NGS
 RD0476  HISTORY     - 1987     GOOD             NGS
 RD0476  HISTORY     - 1988     GOOD             USPSQD
 RD0476  HISTORY     - 1989     GOOD             USPSQD
 RD0476  HISTORY     - 1990     GOOD             USPSQD
 RD0476  HISTORY     - 1990     GOOD             USPSQD
 RD0476  HISTORY     - 1990     GOOD             USPSQD
 RD0476  HISTORY     - 20021116 GOOD             USPSQD
 RD0476  HISTORY     - 20050220 GOOD             USPSQD
 RD0476  HISTORY     - 20060228 GOOD             USPSQD
 RD0476  HISTORY     - 20080625 GOOD             USACE
 RD0476
 RD0476                          STATION DESCRIPTION
 RD0476
 RD0476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RD0476'IN PORTLAND.
 RD0476'SET ON THE WEST SIDE OF N.W. FRONT AVE, IN THE CONCRETE FOOTING UNDER
 RD0476'THE STEEL SUPPORTS OF THE BROADWAY BRIDGE.
 RD0476
 RD0476                          STATION RECOVERY (1987)
 RD0476
 RD0476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD0476'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN PORTLAND,
 RD0476'AT THE JUNCTION OF NORTHEST FRONT AVENUE AND THE BROADWAY BRIDGE, IN
 RD0476'TOP OF THE EAST CORNER OF THE SOUTHEASTERNMOST 1 OF 2 PIERS OF THE
 RD0476'FIRST SET OF PIERS SOUTHWEST OF NORTHWEST FRONT AVENUE, 9.3 M
 RD0476'(30.5 FT) SOUTHEAST OF THE CENTER OF THE BRIDGE, 5.6 M (18.4 FT)
 RD0476'SOUTHWEST OF THE CENTERLINE OF THE SOUTHEASTBOUND LANES OF THE
 RD0476'AVENUE.  NOTE--BLUEPRINTS SHOW THE PILINGS TO BE DRIVEN TO A DEPTH OF
 RD0476'30 FT.
 RD0476'THE MARK IS 0.4 M ABOVE THE SIDEWALK.
 RD0476
 RD0476                          STATION RECOVERY (1988)
 RD0476
 RD0476'RECOVERY NOTE BY US POWER SQUADRON 1988 (KRN)
 RD0476'RECOVERED IN GOOD CONDITION.
 RD0476
 RD0476                          STATION RECOVERY (1989)
 RD0476
 RD0476'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RD0476'RECOVERED IN GOOD CONDITION.
 RD0476
 RD0476                          STATION RECOVERY (1990)
 RD0476
 RD0476'RECOVERY NOTE BY US POWER SQUADRON 1990 (GAN)
 RD0476'RECOVERED IN GOOD CONDITION.
 RD0476
 RD0476                          STATION RECOVERY (1990)
 RD0476
 RD0476'RECOVERY NOTE BY US POWER SQUADRON 1990 (FV)
 RD0476'RECOVERED IN GOOD CONDITION.
 RD0476
 RD0476                          STATION RECOVERY (1990)
 RD0476
 RD0476'RECOVERY NOTE BY US POWER SQUADRON 1990 (KRN)
 RD0476'RECOVERED IN GOOD CONDITION.
 RD0476
 RD0476                          STATION RECOVERY (2002)
 RD0476
 RD0476'RECOVERY NOTE BY US POWER SQUADRON 2002
 RD0476'RECOVERED IN GOOD CONDITION.
 RD0476
 RD0476                          STATION RECOVERY (2005)
 RD0476
 RD0476'RECOVERY NOTE BY US POWER SQUADRON 2005 (SO)
 RD0476'RECOVERED IN GOOD CONDITION.
 RD0476
 RD0476                          STATION RECOVERY (2006)
 RD0476
 RD0476'RECOVERY NOTE BY US POWER SQUADRON 2006 (CJ)
 RD0476'RECOVERED IN GOOD CONDITION.
 RD0476
 RD0476                          STATION RECOVERY (2008)
 RD0476
 RD0476'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2008 (JAK)
 RD0476'FLAT BRASS DISK SET IN SOUTHEAST CORNER OF FOOTING FOR THE SOUTH PIER
 RD0476'OF BROADWAY BRIDGE ALONG THE WEST SIDE OF NW FRONT AVENUE.  IT IS 2
 RD0476'FEET ABOVE ROAD LEVEL AND 4 FEET WEST OF CURB OF NW FRONT AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0285 ***********************************************************************
 PB0285  DESIGNATION -  55
 PB0285  PID         -  PB0285
 PB0285  STATE/COUNTY-  OR/LAKE
 PB0285  USGS QUAD   -  HOLE-IN-THE-GROUND (1982)
 PB0285
 PB0285                         *CURRENT SURVEY CONTROL
 PB0285  ___________________________________________________________________
 PB0285* NAD 83(1986)-  43 24 04.     (N)    121 14 04.     (W)     SCALED    
 PB0285* NAVD 88     -      1429.639  (meters)    4690.41   (feet)  ADJUSTED  
 PB0285  ___________________________________________________________________
 PB0285  GEOID HEIGHT-         -20.83  (meters)                     GEOID03
 PB0285  DYNAMIC HT  -        1428.872 (meters)    4687.89  (feet)  COMP
 PB0285  MODELED GRAV-     980,033.2   (mgal)                       NAVD 88
 PB0285
 PB0285  VERT ORDER  -  SECOND    CLASS 0
 PB0285
 PB0285.The horizontal coordinates were scaled from a topographic map and have
 PB0285.an estimated accuracy of +/- 6 seconds.
 PB0285
 PB0285.The orthometric height was determined by differential leveling
 PB0285.and adjusted in June 1991.
 PB0285
 PB0285.The geoid height was determined by GEOID03.
 PB0285
 PB0285.The dynamic height is computed by dividing the NAVD 88
 PB0285.geopotential number by the normal gravity value computed on the
 PB0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0285.degrees latitude (g = 980.6199 gals.).
 PB0285
 PB0285.The modeled gravity was interpolated from observed gravity values.
 PB0285
 PB0285;                    North         East    Units  Estimated Accuracy
 PB0285;SPC OR S     -   192,930.    1,440,510.      MT  (+/- 180 meters Scaled)
 PB0285
 PB0285                          SUPERSEDED SURVEY CONTROL
 PB0285
 PB0285  NGVD 29 (??/??/92) 1428.368  (m)         4686.24   (f) ADJ UNCH    2 0
 PB0285
 PB0285.Superseded values are not recommended for survey control.
 PB0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0285.See file dsdata.txt to determine how the superseded data were derived.
 PB0285
 PB0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP429068(NAD 83)
 PB0285_MARKER: DD = SURVEY DISK
 PB0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0285_STAMPING: 4686 55 1930
 PB0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0285+STABILITY: SURFACE MOTION
 PB0285
 PB0285  HISTORY     - Date     Condition        Report By
 PB0285  HISTORY     - 1930     MONUMENTED       BPR
 PB0285  HISTORY     - 1931     GOOD             NGS
 PB0285
 PB0285                          STATION DESCRIPTION
 PB0285
 PB0285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 PB0285'23.8 MI NW FROM SILVER LAKE.
 PB0285'ABOUT 23.8 MILES NORTHWEST ALONG THE FREMONT HIGHWAY (OREGON 31) FROM
 PB0285'SILVER LAKE, LAKE COUNTY, ABOUT 190 FEET EAST OF SURVEY STATION 6360,
 PB0285'AND 35 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY.  A UNITED
 PB0285'STATES BUREAU OF PUBLIC ROADS STANDARD DISK, STAMPED 4686 55 1930 AND
 PB0285'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0326 ***********************************************************************
 NX0326  DESIGNATION -  55 FMK
 NX0326  PID         -  NX0326
 NX0326  STATE/COUNTY-  OR/HARNEY
 NX0326  USGS QUAD   -  CLOVER SWALE (1971)
 NX0326
 NX0326                         *CURRENT SURVEY CONTROL
 NX0326  ___________________________________________________________________
 NX0326* NAD 83(1986)-  42 57 46.     (N)    119 20 10.     (W)     SCALED    
 NX0326* NAVD 88     -      1582.026  (meters)    5190.36   (feet)  ADJUSTED  
 NX0326  ___________________________________________________________________
 NX0326  GEOID HEIGHT-         -19.46  (meters)                     GEOID03
 NX0326  DYNAMIC HT  -        1581.115 (meters)    5187.37  (feet)  COMP
 NX0326  MODELED GRAV-     979,988.5   (mgal)                       NAVD 88
 NX0326
 NX0326  VERT ORDER  -  SECOND    CLASS 0
 NX0326
 NX0326.The horizontal coordinates were scaled from a topographic map and have
 NX0326.an estimated accuracy of +/- 6 seconds.
 NX0326
 NX0326.The orthometric height was determined by differential leveling
 NX0326.and adjusted in August 1995.
 NX0326
 NX0326.The geoid height was determined by GEOID03.
 NX0326
 NX0326.The dynamic height is computed by dividing the NAVD 88
 NX0326.geopotential number by the normal gravity value computed on the
 NX0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0326.degrees latitude (g = 980.6199 gals.).
 NX0326
 NX0326.The modeled gravity was interpolated from observed gravity values.
 NX0326
 NX0326;                    North         East    Units  Estimated Accuracy
 NX0326;SPC OR S     -   144,640.    1,594,950.      MT  (+/- 180 meters Scaled)
 NX0326
 NX0326                          SUPERSEDED SURVEY CONTROL
 NX0326
 NX0326.No superseded survey control is available for this station.
 NX0326
 NX0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH094593(NAD 83)
 NX0326_MARKER: DB = BENCH MARK DISK
 NX0326_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NX0326_SP_SET: COPPER-CLAD STEEL ROD
 NX0326_STAMPING: 55 FMK 1970 5186
 NX0326_MARK LOGO: USGS  
 NX0326_PROJECTION: FLUSH
 NX0326_MAGNETIC: I = MARKER IS A STEEL ROD
 NX0326_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NX0326_ROD/PIPE-DEPTH: 1.52 meters
 NX0326
 NX0326  HISTORY     - Date     Condition        Report By
 NX0326  HISTORY     - 1970     MONUMENTED       USGS
 NX0326
 NX0326                          STATION DESCRIPTION
 NX0326
 NX0326'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NX0326'FROM THE WINDMILL (T29S R27E SEC 32), PROCEED 0.3 MILE SOUTH ALONG A
 NX0326'DIRT ROAD TO A ROAD FORK, THENCE 0.6 MILE NORTHEAST ALONG A DIRT ROAD
 NX0326'TO A ROAD JUNCTION, THENCE 13.8 MILES SOUTHEAST ALONG THE DIRT ROAD
 NX0326'TO MATTIES ARK AND FOSTER LAKE, 67 FEET SOUTHEAST OF THE CENTERLINE
 NX0326'OF THE ROAD, WITNESS POST SET AT BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0669 ***********************************************************************
 NW0669  DESIGNATION -  55 MDC
 NW0669  PID         -  NW0669
 NW0669  STATE/COUNTY-  OR/MALHEUR
 NW0669  USGS QUAD   -  PEACOCK LAKE (1982)
 NW0669
 NW0669                         *CURRENT SURVEY CONTROL
 NW0669  ___________________________________________________________________
 NW0669* NAD 83(1986)-  42 27 43.     (N)    117 28 40.     (W)     SCALED    
 NW0669* NAVD 88     -      1549.786  (meters)    5084.59   (feet)  ADJUSTED  
 NW0669  ___________________________________________________________________
 NW0669  GEOID HEIGHT-         -17.84  (meters)                     GEOID03
 NW0669  DYNAMIC HT  -        1548.816 (meters)    5081.41  (feet)  COMP
 NW0669  MODELED GRAV-     979,940.5   (mgal)                       NAVD 88
 NW0669
 NW0669  VERT ORDER  -  SECOND    CLASS 0
 NW0669
 NW0669.The horizontal coordinates were scaled from a topographic map and have
 NW0669.an estimated accuracy of +/- 6 seconds.
 NW0669
 NW0669.The orthometric height was determined by differential leveling
 NW0669.and adjusted in August 1995.
 NW0669
 NW0669.The geoid height was determined by GEOID03.
 NW0669
 NW0669.The dynamic height is computed by dividing the NAVD 88
 NW0669.geopotential number by the normal gravity value computed on the
 NW0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0669.degrees latitude (g = 980.6199 gals.).
 NW0669
 NW0669.The modeled gravity was interpolated from observed gravity values.
 NW0669
 NW0669;                    North         East    Units  Estimated Accuracy
 NW0669;SPC OR S     -    92,830.    1,748,510.      MT  (+/- 180 meters Scaled)
 NW0669
 NW0669                          SUPERSEDED SURVEY CONTROL
 NW0669
 NW0669.No superseded survey control is available for this station.
 NW0669
 NW0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH607011(NAD 83)
 NW0669_MARKER: DB = BENCH MARK DISK
 NW0669_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0669_SP_SET: COPPER-CLAD STEEL ROD
 NW0669_STAMPING: 55 MDC 1974 5081
 NW0669_MARK LOGO: USGS  
 NW0669_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0669_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0669
 NW0669  HISTORY     - Date     Condition        Report By
 NW0669  HISTORY     - 1974     MONUMENTED       USGS
 NW0669
 NW0669                          STATION DESCRIPTION
 NW0669
 NW0669'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 NW0669'FROM BURNS JUNCTION OREGON, PROCEED 12.6 MILES SOUTH ALONG U S
 NW0669'HIGHWAY 95, THENCE 10.5 MILES EAST AND 3.3 MILES SOUTH ALONG A GRAVEL
 NW0669'ROAD, THENCE 13.1 MILES EAST AND NORTHEAST ALONG A TRACK ROAD, THENCE
 NW0669'6.2 MILES SOUTH ALONG A TRACK ROAD TO THE TOP OF A SUMMIT AND A
 NW0669'Y-ROAD JUNCTION, 100 FEET NORTH OF THE CENTER OF THE Y-ROAD, 8 FEET
 NW0669'WEST OF THE CENTERLINE OF THE ROAD, IN LINE WITH A FENCE, SET ON A
 NW0669'COPPER-COATED ROD DRIVEN TO REFUSAL, ENCASED IN A 6 INCH DRAINPIPE,
 NW0669'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0135 ***********************************************************************
 NY0135  DESIGNATION -  5503.73
 NY0135  PID         -  NY0135
 NY0135  STATE/COUNTY-  OR/LAKE
 NY0135  USGS QUAD   -  QUARTZ VALLEY (1988)
 NY0135
 NY0135                         *CURRENT SURVEY CONTROL
 NY0135  ___________________________________________________________________
 NY0135* NAD 83(1986)-  42 19 33.     (N)    120 49 16.     (W)     SCALED    
 NY0135* NAVD 88     -      1678.735  (meters)    5507.65   (feet)  ADJUSTED  
 NY0135  ___________________________________________________________________
 NY0135  GEOID HEIGHT-         -21.15  (meters)                     GEOID03
 NY0135  DYNAMIC HT  -        1677.605 (meters)    5503.94  (feet)  COMP
 NY0135  MODELED GRAV-     979,888.5   (mgal)                       NAVD 88
 NY0135
 NY0135  VERT ORDER  -  FIRST     CLASS II
 NY0135
 NY0135.The horizontal coordinates were scaled from a topographic map and have
 NY0135.an estimated accuracy of +/- 6 seconds.
 NY0135
 NY0135.The orthometric height was determined by differential leveling
 NY0135.and adjusted in June 1991.
 NY0135
 NY0135.The geoid height was determined by GEOID03.
 NY0135
 NY0135.The dynamic height is computed by dividing the NAVD 88
 NY0135.geopotential number by the normal gravity value computed on the
 NY0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0135.degrees latitude (g = 980.6199 gals.).
 NY0135
 NY0135.The modeled gravity was interpolated from observed gravity values.
 NY0135
 NY0135;                    North         East    Units  Estimated Accuracy
 NY0135;SPC OR S     -    73,270.    1,473,530.      MT  (+/- 180 meters Scaled)
 NY0135
 NY0135                          SUPERSEDED SURVEY CONTROL
 NY0135
 NY0135  NGVD 29 (??/??/92) 1677.523  (m)         5503.67   (f) ADJ UNCH    1 2
 NY0135
 NY0135.Superseded values are not recommended for survey control.
 NY0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0135.See file dsdata.txt to determine how the superseded data were derived.
 NY0135
 NY0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM795882(NAD 83)
 NY0135_MARKER: DD = SURVEY DISK
 NY0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0135_SP_SET: CONCRETE POST
 NY0135_STAMPING: 5503.73
 NY0135_MARK LOGO: ORDT  
 NY0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0135+STABILITY: SURFACE MOTION
 NY0135_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NY0135+SATELLITE: SATELLITE OBSERVATIONS - October 14, 1987
 NY0135
 NY0135  HISTORY     - Date     Condition        Report By
 NY0135  HISTORY     - UNK      MONUMENTED       ORDT
 NY0135  HISTORY     - 1942     GOOD             NGS
 NY0135  HISTORY     - 19871014 GOOD             NGS
 NY0135
 NY0135                          STATION DESCRIPTION
 NY0135
 NY0135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NY0135'12.81 MI E FROM BLY.
 NY0135'LOCATED ALONG OREGON STATE HIGHWAY NO. 66, 92 FEET WEST OF HIGHWAY AND
 NY0135'RAILROAD CROSSING, 37 FEET SOUTH OF CENTER LINE OF HIGHWAY, 53 FEET
 NY0135'WEST OF SIGN READING (SUMMIT QUARTZ MT. PASS), WITNESS POST SET.
 NY0135
 NY0135                          STATION RECOVERY (1987)
 NY0135
 NY0135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 NY0135'RECOVERED IN GOOD CONDITION.  THE MARK WILL BE OR HAS BEEN DESTROYED
 NY0135'DURING CONSTRUCTION.  A RESET MARK WAS SET NEARBY.
 NY0135'DESCRIBED BY L.L. RIGGERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0981 ***********************************************************************
 NY0981  DESIGNATION -  5503.73 RESET
 NY0981  PID         -  NY0981
 NY0981  STATE/COUNTY-  OR/LAKE
 NY0981  USGS QUAD   -  QUARTZ VALLEY (1988)
 NY0981
 NY0981                         *CURRENT SURVEY CONTROL
 NY0981  ___________________________________________________________________
 NY0981* NAD 83(1986)-  42 19 33.     (N)    120 49 16.     (W)     SCALED    
 NY0981* NAVD 88     -      1678.33   (meters)    5506.3    (feet)  RESET     
 NY0981  ___________________________________________________________________
 NY0981  GEOID HEIGHT-         -21.15  (meters)                     GEOID03
 NY0981  VERT ORDER  -  THIRD
 NY0981
 NY0981.The horizontal coordinates were scaled from a topographic map and have
 NY0981.an estimated accuracy of +/- 6 seconds.
 NY0981
 NY0981.The orthometric height was computed from unverified reset data.
 NY0981.No vertical observational check was made to the station.
 NY0981
 NY0981.The geoid height was determined by GEOID03.
 NY0981
 NY0981;                    North         East    Units  Estimated Accuracy
 NY0981;SPC OR S     -    73,270.    1,473,530.      MT  (+/- 180 meters Scaled)
 NY0981
 NY0981                          SUPERSEDED SURVEY CONTROL
 NY0981
 NY0981  NGVD 29 (10/26/06) 1677.12   (m)         5502.4    (f) RESET       3  
 NY0981
 NY0981.Superseded values are not recommended for survey control.
 NY0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0981.See file dsdata.txt to determine how the superseded data were derived.
 NY0981
 NY0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM795882(NAD 83)
 NY0981_MARKER: DB = BENCH MARK DISK
 NY0981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0981_SP_SET: CONCRETE POST
 NY0981_STAMPING: 5503.73 ORHD RESET 1987
 NY0981_MARK LOGO: NGS   
 NY0981_MAGNETIC: N = NO MAGNETIC MATERIAL
 NY0981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0981+STABILITY: SURFACE MOTION
 NY0981_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NY0981+SATELLITE: SATELLITE OBSERVATIONS - 1987
 NY0981
 NY0981  HISTORY     - Date     Condition        Report By
 NY0981  HISTORY     - 1987     MONUMENTED       NGS
 NY0981
 NY0981                          STATION DESCRIPTION
 NY0981
 NY0981'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 NY0981'THE MARK IS ABOUT 20.48 KM (12.73 MI) MILES SOUTHEAST OF THE POST
 NY0981'OFFICE AT BLY, AT THE SUMMIT OF QUARTZ MOUNTAIN PASS, 44.6 M
 NY0981'(146.3 FT) NORTHWEST OF INTERSECTION OF ROADS 140 ANN USFS ROADS 3660
 NY0981'AND 3715, 35.4 M (116.1 FT) WEST SOUTHWEST OF CENTERLINE OF STATE
 NY0981'HIGHWAY 140, 0.6 M (2.0 FT) EAST NORTHEAST OF A WITNESS POST AND
 NY0981'ABOUT LEVEL WITH THE ROAD.
 NY0981'DESCRIBED BY L.L. RIGGERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0260 ***********************************************************************
 PC0260  DESIGNATION -  553
 PC0260  PID         -  PC0260
 PC0260  STATE/COUNTY-  OR/LANE
 PC0260  USGS QUAD   -  JASPER (1986)
 PC0260
 PC0260                         *CURRENT SURVEY CONTROL
 PC0260  ___________________________________________________________________
 PC0260* NAD 83(1986)-  43 58 57.     (N)    122 53 09.     (W)     SCALED    
 PC0260* NAVD 88     -       169.194  (meters)     555.10   (feet)  ADJUSTED  
 PC0260  ___________________________________________________________________
 PC0260  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 PC0260  DYNAMIC HT  -         169.162 (meters)     554.99  (feet)  COMP
 PC0260  MODELED GRAV-     980,426.6   (mgal)                       NAVD 88
 PC0260
 PC0260  VERT ORDER  -  SECOND    CLASS 0
 PC0260
 PC0260.The horizontal coordinates were scaled from a topographic map and have
 PC0260.an estimated accuracy of +/- 6 seconds.
 PC0260
 PC0260.The orthometric height was determined by differential leveling
 PC0260.and adjusted in June 1991.
 PC0260
 PC0260.The geoid height was determined by GEOID03.
 PC0260
 PC0260.The dynamic height is computed by dividing the NAVD 88
 PC0260.geopotential number by the normal gravity value computed on the
 PC0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0260.degrees latitude (g = 980.6199 gals.).
 PC0260
 PC0260.The modeled gravity was interpolated from observed gravity values.
 PC0260
 PC0260;                    North         East    Units  Estimated Accuracy
 PC0260;SPC OR S     -   259,990.    1,308,610.      MT  (+/- 180 meters Scaled)
 PC0260
 PC0260                          SUPERSEDED SURVEY CONTROL
 PC0260
 PC0260  NGVD 29 (??/??/92)  168.088  (m)          551.47   (f) ADJ UNCH    2 0
 PC0260
 PC0260.Superseded values are not recommended for survey control.
 PC0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0260.See file dsdata.txt to determine how the superseded data were derived.
 PC0260
 PC0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP091699(NAD 83)
 PC0260_MARKER: DD = SURVEY DISK
 PC0260_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PC0260_SP_SET: CULVERT
 PC0260_STAMPING: 553
 PC0260_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PC0260
 PC0260  HISTORY     - Date     Condition        Report By
 PC0260  HISTORY     - UNK      MONUMENTED       USGS
 PC0260  HISTORY     - 1934     GOOD             NGS
 PC0260
 PC0260                          STATION DESCRIPTION
 PC0260
 PC0260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PC0260'1.0 MI W FROM HILLS.
 PC0260'1.0 MILE WEST, FROM SIGNBOARD.  ALONG THE RIGHT OF WAY OF THE SOUTHERN
 PC0260'PACIFIC RAILROAD CO., AT MILEAGE 610.8, AT CENTER OF NORTH HEAD WALL
 PC0260'OF A 36 INCH IRON PIPE CULVERT NO. 610-C.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0793 ***********************************************************************
 PC0793  DESIGNATION -  5535 VA=HUCKLEBERRY
 PC0793  PID         -  PC0793
 PC0793  STATE/COUNTY-  OR/LANE
 PC0793  USGS QUAD   -  HUCKLEBERRY MTN (1997)
 PC0793
 PC0793                         *CURRENT SURVEY CONTROL
 PC0793  ___________________________________________________________________
 PC0793* NAD 83(1991)-  43 50 48.14149(N)    122 19 05.30364(W)     ADJUSTED  
 PC0793* NAVD 88     -      1692.2    (meters)    5552.     (feet)  VERTCON   
 PC0793  ___________________________________________________________________
 PC0793  LAPLACE CORR-           9.80  (seconds)                    DEFLEC99
 PC0793  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 PC0793  HORZ ORDER  -  SECOND
 PC0793
 PC0793.The horizontal coordinates were established by classical geodetic methods
 PC0793.and adjusted by the National Geodetic Survey in October 1991.
 PC0793
 PC0793.The NAVD 88 height was computed by applying the VERTCON shift value to
 PC0793.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PC0793
 PC0793.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC0793
 PC0793.The geoid height was determined by GEOID03.
 PC0793
 PC0793;                    North         East     Units Scale Factor Converg.
 PC0793;SPC OR S     -   243,758.255 1,353,815.637   MT  0.99996466   -1 14 38.0
 PC0793;SPC OR S     -   799,731.81  4,441,652.35   iFT  0.99996466   -1 14 38.0
 PC0793;UTM  10      - 4,855,072.964   554,808.137   MT  0.99963695   +0 28 20.5
 PC0793
 PC0793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC0793!SPC OR S     -   0.99973821  x   0.99996466  =   0.99970288
 PC0793!UTM  10      -   0.99973821  x   0.99963695  =   0.99937525
 PC0793
 PC0793|---------------------------------------------------------------------|
 PC0793| PID    Reference Object                     Distance      Geod. Az  |
 PC0793|                                                           dddmmss.s |
 PC0793| CD8692 HUCKLEBERRY RM 1                      2.822 METERS 05812     |
 PC0793| CD8693 HUCKLEBERRY RM 2                      6.952 METERS 14951     |
 PC0793| PC0792 HUCKLEBERRY LOOKOUT HOUSE             5.315 METERS 18557     |
 PC0793| PC0788 LARISON RM 2 RESET                  APPROX.19.5 KM 2192945.8 |
 PC0793|---------------------------------------------------------------------|
 PC0793
 PC0793                          SUPERSEDED SURVEY CONTROL
 PC0793
 PC0793  NAD 83(1986)-  43 50 48.15095(N)    122 19 05.31894(W) AD(       ) 2
 PC0793  NAD 27      -  43 50 48.70070(N)    122 19 01.16180(W) AD(       ) 2
 PC0793  NGVD 29 (07/19/86) 1691.0    (m)         5548.     (f) VERT ANG    3  
 PC0793
 PC0793.Superseded values are not recommended for survey control.
 PC0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0793.See file dsdata.txt to determine how the superseded data were derived.
 PC0793
 PC0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP5480855073(NAD 83)
 PC0793_MARKER: DB = BENCH MARK DISK
 PC0793_SETTING: 80 = SET IN A BOULDER
 PC0793_SP_SET: SET IN DRILL HOLE IN A BOULDER
 PC0793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0793+STABILITY: SURFACE MOTION
 PC0793
 PC0793  HISTORY     - Date     Condition        Report By
 PC0793  HISTORY     - 1916     MONUMENTED       USGS
 PC0793  HISTORY     - 1953     SEE DESCRIPTION  USGS
 PC0793  HISTORY     - 1955     GOOD             USGS
 PC0793
 PC0793                          STATION DESCRIPTION
 PC0793
 PC0793'DESCRIBED BY US GEOLOGICAL SURVEY 1953 (CTH)
 PC0793'THE STATION IS ABOUT 15 MILES NORTHEAST OF OAKRIDGE, 17.4 FEET
 PC0793'NORTH OF THE CENTER OF THE HUCKLEBERRY MTN. LOOKOUT HOUSE, 11 FEET
 PC0793'NORTH OF THE NORTHEAST CORNER OF THE LOOKOUT HOUSE, AND ON THE
 PC0793'HIGHEST POINT OF HUCKLEBERRY MTN.
 PC0793'
 PC0793'TO REACH THE STATION FROM THE POST OFFICE IN OAKRIDGE.  GO NORTH
 PC0793'AND EAST FOR 0.5 MILE TO A ROAD FORK.  TAKE THE LEFT ROAD FOR
 PC0793'0.1 MILE TO A ROAD FORK.  TAKE THE RIGHT FORK FOR 1.8 MILES TO A
 PC0793'ROAD FORK.  TAKE THE RIGHT FORK FOR 0.2 MILE TO A ROAD FORK.  TAKE
 PC0793'THE LEFT FORK FOR 4.3 MILES TO A SIDE ROAD RIGHT AT A SMALL
 PC0793'SETTLEMENT.  TURN RIGHT AND FOLLOW THE MAIN ROAD FOR 5.7 MILES
 PC0793'TO A DIRT ROAD RIGHT.  TURN RIGHT AND FOLLOW THE DIRT ROAD
 PC0793'FOR 1.7 MILES TO THE END OF TRUCK TRAVEL AT A WASH IN THE
 PC0793'ROAD--FROM HERE PACK UP THE TRAIL LEADING TO THE HUCKLEBERRY
 PC0793'LOOKOUT FOR ABOUT 2 HOURS TO THE STATION.
 PC0793'
 PC0793'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK
 PC0793'SET IN A DRILL HOLE IN A BOULDER THAT PROJECTS 4 INCHES, AND
 PC0793'THE DISK IS STAMPED ELEV. 5535 FEET VA-S 1916 1923.
 PC0793'
 PC0793'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A DRILL HOLE IN
 PC0793'BEDROCK THAT IS FLUSH WITH THE GROUND, AND THE DISK IS
 PC0793'STAMPED HUCKLEBERRY USGS NO 1 1953.  IT IS 14.5 FEET NORTH OF
 PC0793'THE NORTHEAST CORNER OF THE LOOKOUT HOUSE.
 PC0793'
 PC0793'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A DRILL HOLE IN
 PC0793'BEDROCK THAT PROJECTS 8 INCHES, AND THE DISK IS STAMPED
 PC0793'HUCKLEBERRY USGS NO 2 1953.  IT IS 6.5 FEET NORTHEAST OF THE
 PC0793'SOUTHWEST CORNER OF THE LOOKOUT HOUSE.
 PC0793'
 PC0793'NO LOCATION COULD BE FOUND FOR AN AZIMUTH MARK DUE TO TIMBER.
 PC0793
 PC0793                          STATION RECOVERY (1955)
 PC0793
 PC0793'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 PC0793'RECOVERED AS DESCRIBED BY USGS.  RECOVERED BY NGS IN 1953.
 PC0793'
 PC0793'TO REACH FROM OAKRIDGE POST OFFICE, DRIVE 1 BLOCK N. AND 2 BLOCKS
 PC0793'E. TO BLACK-TOPPED RD., CONTINUE STRAIGHT AHEAD ON BLACK-TOPPED
 PC0793'RD. 1.6 MI TO SIDE RD. RIGHT AT SIGN
 PC0793'MCKENZIE HWY 58, BOX CANYON GS 32, TURN RIGHT TOWARD BOX CANYON
 PC0793'GUARD STATION 12.1 MI TO RD. JCT.  TURN RIGHT ON OLD LOGGING RD.
 PC0793'AS PER SIGN MARTY CREEK SPUR 1.8 MI TO END OF RD.  PACK UP
 PC0793'MOUNTAIN ON HUCKLEBERRY TRAIL 3 MI TO LOH AND STATION.  A
 PC0793'1-1/4-HOUR PACK.
 PC0793'
 PC0793'STATION MARK--STANDARD BM TABLET
 PC0793'STAMPED---ELEV 5535 FT VA-S 1916 1923---, IN DRILL HOLE IN BOULDER
 PC0793'PROJECTING 4 INCHES.
 PC0793'
 PC0793'RM 1--NGS RM TABLET STAMPED---HUCKLEBERRY USGS NO 1 1953---, IN
 PC0793'DRILL HOLE IN BEDROCK FLUSH WITH GROUND.
 PC0793'
 PC0793'RM 2--NGS RM TABLET STAMPED---HUCKLEBERRY USGS NO 2 1953---, IN
 PC0793'DRILL HOLE IN BEDROCK PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1270 ***********************************************************************
 NZ1270  DESIGNATION -  5555
 NZ1270  PID         -  NZ1270
 NZ1270  STATE/COUNTY-  OR/JOSEPHINE
 NZ1270  USGS QUAD   -  KERBY PEAK (1986)
 NZ1270
 NZ1270                         *CURRENT SURVEY CONTROL
 NZ1270  ___________________________________________________________________
 NZ1270* NAD 83(1991)-  42 13 12.90907(N)    123 27 40.07069(W)     ADJUSTED  
 NZ1270* NAVD 88     -      1694.     (meters)    5558.     (feet)  SCALED    
 NZ1270  ___________________________________________________________________
 NZ1270  LAPLACE CORR-          10.51  (seconds)                    DEFLEC99
 NZ1270  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 NZ1270  HORZ ORDER  -  SECOND
 NZ1270
 NZ1270.The horizontal coordinates were established by classical geodetic methods
 NZ1270.and adjusted by the National Geodetic Survey in October 1991.
 NZ1270
 NZ1270.The orthometric height was scaled from a topographic map.
 NZ1270
 NZ1270.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ1270
 NZ1270.The geoid height was determined by GEOID03.
 NZ1270
 NZ1270;                    North         East     Units Scale Factor Converg.
 NZ1270;SPC OR S     -    65,817.543 1,255,559.404   MT  1.00003039   -2 01 33.1
 NZ1270;SPC OR S     -   215,936.82  4,119,289.38   iFT  1.00003039   -2 01 33.1
 NZ1270;UTM  10      - 4,674,333.995   461,942.186   MT  0.99961782   -0 18 35.6
 NZ1270
 NZ1270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NZ1270!SPC OR S     -   0.99973820  x   1.00003039  =   0.99976859
 NZ1270!UTM  10      -   0.99973820  x   0.99961782  =   0.99935612
 NZ1270
 NZ1270:                Primary Azimuth Mark                     Grid Az
 NZ1270:SPC OR S     -  BALLY                                    335 55 44.6
 NZ1270:UTM  10      -  BALLY                                    334 12 47.1
 NZ1270
 NZ1270|---------------------------------------------------------------------|
 NZ1270| PID    Reference Object                     Distance      Geod. Az  |
 NZ1270|                                                           dddmmss.s |
 NZ1270| NZ1277 BALLY                               APPROX.29.0 KM 3335411.5 |
 NZ1270|---------------------------------------------------------------------|
 NZ1270
 NZ1270                          SUPERSEDED SURVEY CONTROL
 NZ1270
 NZ1270  NAD 83(1986)-  42 13 12.90007(N)    123 27 40.07617(W) AD(       ) 2
 NZ1270  NAD 27      -  42 13 13.48140(N)    123 27 35.85230(W) AD(       ) 2
 NZ1270
 NZ1270.Superseded values are not recommended for survey control.
 NZ1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1270.See file dsdata.txt to determine how the superseded data were derived.
 NZ1270
 NZ1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM6194274334(NAD 83)
 NZ1270
 NZ1270  HISTORY     - Date     Condition        Report By
 NZ1270  HISTORY     - 1943     MONUMENTED       USGS
 NZ1270  HISTORY     - 1952     SEE DESCRIPTION  CGS
 NZ1270
 NZ1270                          STATION DESCRIPTION
 NZ1270
 NZ1270'DESCRIBED BY US GEOLOGICAL SURVEY 1943
 NZ1270'SEE STATION KIRBY
 NZ1270
 NZ1270                          STATION RECOVERY (1952)
 NZ1270
 NZ1270'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (WRH)
 NZ1270'THE STATION IS LOCATED ABOUT 15 MILES AIRLINE SOUTHWEST OF GRANTS
 NZ1270'PASS, 9-1/2 MILES EAST-NORTHEAST OF KERBY, AND 9-1/2 MILES
 NZ1270'SOUTHEAST OF SELMA, ON THE HIGHEST PART OF KERBY PEAK.
 NZ1270'
 NZ1270'THE MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK STAMPED
 NZ1270'5555 SET IN A DRILL HOLE IN OUTCROPPING BEDROCK PROJECTING ABOUT 3
 NZ1270'FEET, AND IS ABOUT 3 FEET NORTH OF THE NORTHEAST CORNER OF THE
 NZ1270'FOREST SERVICE LOOKOUT HOUSE.  IT IS 12.661 METERS, 41.539 FEET
 NZ1270'EAST OF STATION KERBY.  THE CENTER OF THE MARK WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0584 ***********************************************************************
 RB0584  DESIGNATION -  556
 RB0584  PID         -  RB0584
 RB0584  STATE/COUNTY-  OR/UMATILLA
 RB0584  USGS QUAD   -  HERMISTON (1993)
 RB0584
 RB0584                         *CURRENT SURVEY CONTROL
 RB0584  ___________________________________________________________________
 RB0584* NAD 83(1986)-  45 48 52.     (N)    119 18 43.     (W)     SCALED    
 RB0584* NAVD 88     -       170.596  (meters)     559.70   (feet)  ADJUSTED  
 RB0584  ___________________________________________________________________
 RB0584  GEOID HEIGHT-         -21.75  (meters)                     GEOID03
 RB0584  DYNAMIC HT  -         170.592 (meters)     559.68  (feet)  COMP
 RB0584  MODELED GRAV-     980,591.5   (mgal)                       NAVD 88
 RB0584
 RB0584  VERT ORDER  -  SECOND    CLASS 0
 RB0584
 RB0584.The horizontal coordinates were scaled from a topographic map and have
 RB0584.an estimated accuracy of +/- 6 seconds.
 RB0584
 RB0584.The orthometric height was determined by differential leveling
 RB0584.and adjusted in June 1991.
 RB0584
 RB0584.The geoid height was determined by GEOID03.
 RB0584
 RB0584.The dynamic height is computed by dividing the NAVD 88
 RB0584.geopotential number by the normal gravity value computed on the
 RB0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0584.degrees latitude (g = 980.6199 gals.).
 RB0584
 RB0584.The modeled gravity was interpolated from observed gravity values.
 RB0584
 RB0584;                    North         East    Units  Estimated Accuracy
 RB0584;SPC OR N     -   239,350.    2,592,330.      MT  (+/- 180 meters Scaled)
 RB0584
 RB0584                          SUPERSEDED SURVEY CONTROL
 RB0584
 RB0584  NGVD 29 (??/??/92)  169.580  (m)          556.36   (f) ADJ UNCH    2 0
 RB0584
 RB0584.Superseded values are not recommended for survey control.
 RB0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0584.See file dsdata.txt to determine how the superseded data were derived.
 RB0584
 RB0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL203760(NAD 83)
 RB0584_MARKER: DD = SURVEY DISK
 RB0584_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RB0584_SP_SET: PARAPET WALL
 RB0584_STAMPING: 556.019
 RB0584_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RB0584
 RB0584  HISTORY     - Date     Condition        Report By
 RB0584  HISTORY     - UNK      MONUMENTED       BOR
 RB0584  HISTORY     - 1951     GOOD             NGS
 RB0584
 RB0584                          STATION DESCRIPTION
 RB0584
 RB0584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 RB0584'2.4 MI SE FROM HERMISTON.
 RB0584'2.4 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 RB0584'AT HERMISTON, UMATILLA COUNTY, 5 POLES NORTHEAST OF MILEPOST 192, AT A
 RB0584'ROAD CROSSING, 26.5 FEET NORTHEAST OF THE CENTERLINE OF THE PRIVATE
 RB0584'ROAD, 11.3 FEET NORTHWEST OF THE CENTERLINE OF THE TRACK, AT A CULVERT
 RB0584'OVER A CONCRETE-LINED IRRIGATION CANAL, AND IN THE TOP OF THE NORTH
 RB0584'END OF THE NORTHWEST CONCRETE PARAPET WALL.  A UNITED STATES
 RB0584'RECLAMATION SERVICE STANDARD DISK, STAMPED 556.019.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0350 ***********************************************************************
 PC0350  DESIGNATION -  558 B
 PC0350  PID         -  PC0350
 PC0350  STATE/COUNTY-  OR/DOUGLAS
 PC0350  USGS QUAD   -  WINSTON (1987)
 PC0350
 PC0350                         *CURRENT SURVEY CONTROL
 PC0350  ___________________________________________________________________
 PC0350* NAD 83(1986)-  43 07 24.     (N)    123 22 35.     (W)     SCALED    
 PC0350* NAVD 88     -       171.655  (meters)     563.17   (feet)  ADJUSTED  
 PC0350  ___________________________________________________________________
 PC0350  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 PC0350  DYNAMIC HT  -         171.615 (meters)     563.04  (feet)  COMP
 PC0350  MODELED GRAV-     980,388.2   (mgal)                       NAVD 88
 PC0350
 PC0350  VERT ORDER  -  FIRST     CLASS II
 PC0350
 PC0350.The horizontal coordinates were scaled from a topographic map and have
 PC0350.an estimated accuracy of +/- 6 seconds.
 PC0350
 PC0350.The orthometric height was determined by differential leveling
 PC0350.and adjusted in June 1991.
 PC0350
 PC0350.The geoid height was determined by GEOID03.
 PC0350
 PC0350.The dynamic height is computed by dividing the NAVD 88
 PC0350.geopotential number by the normal gravity value computed on the
 PC0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0350.degrees latitude (g = 980.6199 gals.).
 PC0350
 PC0350.The modeled gravity was interpolated from observed gravity values.
 PC0350
 PC0350;                    North         East    Units  Estimated Accuracy
 PC0350;SPC OR S     -   165,830.    1,266,000.      MT  (+/- 180 meters Scaled)
 PC0350
 PC0350                          SUPERSEDED SURVEY CONTROL
 PC0350
 PC0350  NGVD 29 (??/??/92)  170.591  (m)          559.68   (f) ADJ UNCH    1 2
 PC0350
 PC0350.Superseded values are not recommended for survey control.
 PC0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0350.See file dsdata.txt to determine how the superseded data were derived.
 PC0350
 PC0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN693745(NAD 83)
 PC0350_MARKER: P = PIPE CAP
 PC0350_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PC0350_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PC0350_STAMPING: 558 B 1903
 PC0350_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PC0350
 PC0350  HISTORY     - Date     Condition        Report By
 PC0350  HISTORY     - 1903     MONUMENTED       USGS
 PC0350  HISTORY     - 1954     GOOD             NGS
 PC0350  HISTORY     - 1963     GOOD             USGS
 PC0350
 PC0350                          STATION DESCRIPTION
 PC0350
 PC0350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 PC0350'7.3 MI S FROM ROSEBURG.
 PC0350'7.3 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 PC0350'STATION AT ROSEBURG, AT THE CROSSING OF ROUND PRAIRIE ROAD (CROSSING C
 PC0350'565.5), 26.8 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 24 1/2 FEET EAST OF
 PC0350'THE CENTER LINE OF THE ROAD, 11.6 FEET NORTHWEST OF A FENCE, 1.1 FEET
 PC0350'NORTHEAST OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE ROAD, AND
 PC0350'RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.8 FOOT ABOVE THE
 PC0350'GROUND.  NOTE-- THE MARK IS LEANING SLIGHTLY.  ROD WAS HELD ON THE
 PC0350'LETTER U OF US DURING THE 1954 RELEVELING.
 PC0350
 PC0350                          STATION RECOVERY (1963)
 PC0350
 PC0350'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 PC0350'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2249 ***********************************************************************
 RC2249  DESIGNATION -  5595 VA
 RC2249  PID         -  RC2249
 RC2249  STATE/COUNTY-  OR/WASCO
 RC2249  USGS QUAD   -  MOUNT WILSON (1996)
 RC2249
 RC2249                         *CURRENT SURVEY CONTROL
 RC2249  ___________________________________________________________________
 RC2249* NAD 83(1991)-  45 03 59.42717(N)    121 39 30.30302(W)     ADJUSTED  
 RC2249* NAVD 88     -      1708.     (meters)    5604.     (feet)  SCALED    
 RC2249  ___________________________________________________________________
 RC2249  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 RC2249  GEOID HEIGHT-         -20.93  (meters)                     GEOID03
 RC2249  HORZ ORDER  -  SECOND
 RC2249
 RC2249.The horizontal coordinates were established by classical geodetic methods
 RC2249.and adjusted by the National Geodetic Survey in October 1991.
 RC2249
 RC2249.The orthometric height was scaled from a topographic map.
 RC2249
 RC2249.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2249
 RC2249.The geoid height was determined by GEOID03.
 RC2249
 RC2249;                    North         East     Units Scale Factor Converg.
 RC2249;SPC OR N     -   156,205.992 2,408,780.773   MT  0.99989617   -0 49 17.5
 RC2249;SPC OR N     -   512,486.85  7,902,824.06   iFT  0.99989617   -0 49 17.5
 RC2249;UTM  10      - 4,991,214.012   605,614.818   MT  0.99973716   +0 56 59.4
 RC2249
 RC2249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2249!SPC OR N     -   0.99973554  x   0.99989617  =   0.99963174
 RC2249!UTM  10      -   0.99973554  x   0.99973716  =   0.99947277
 RC2249
 RC2249                          SUPERSEDED SURVEY CONTROL
 RC2249
 RC2249  NAD 83(1986)-  45 03 59.44340(N)    121 39 30.30598(W) AD(       ) 2
 RC2249  NAD 27      -  45 04 00.02300(N)    121 39 26.03400(W) AD(       ) 2
 RC2249
 RC2249.Superseded values are not recommended for survey control.
 RC2249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2249.See file dsdata.txt to determine how the superseded data were derived.
 RC2249
 RC2249_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ0561591214(NAD 83)
 RC2249
 RC2249  HISTORY     - Date     Condition        Report By
 RC2249  HISTORY     - 1947     MONUMENTED       USGS
 RC2249
 RC2249                          STATION DESCRIPTION
 RC2249
 RC2249'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 RC2249'SEE STATION MOUNT WILSON
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0468 ***********************************************************************
 QE0468  DESIGNATION -  56
 QE0468  PID         -  QE0468
 QE0468  STATE/COUNTY-  OR/MARION
 QE0468  USGS QUAD   -  SALEM WEST (1986)
 QE0468
 QE0468                         *CURRENT SURVEY CONTROL
 QE0468  ___________________________________________________________________
 QE0468* NAD 83(1986)-  44 56 02.     (N)    123 00 54.     (W)     SCALED    
 QE0468* NAVD 88     -        55.079  (meters)     180.71   (feet)  ADJUSTED  
 QE0468  ___________________________________________________________________
 QE0468  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 QE0468  DYNAMIC HT  -          55.076 (meters)     180.70  (feet)  COMP
 QE0468  MODELED GRAV-     980,570.6   (mgal)                       NAVD 88
 QE0468
 QE0468  VERT ORDER  -  FIRST     CLASS II
 QE0468
 QE0468.The horizontal coordinates were scaled from a topographic map and have
 QE0468.an estimated accuracy of +/- 6 seconds.
 QE0468
 QE0468.The orthometric height was determined by differential leveling
 QE0468.and adjusted in June 1991.
 QE0468
 QE0468.The geoid height was determined by GEOID03.
 QE0468
 QE0468.The dynamic height is computed by dividing the NAVD 88
 QE0468.geopotential number by the normal gravity value computed on the
 QE0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0468.degrees latitude (g = 980.6199 gals.).
 QE0468
 QE0468.The modeled gravity was interpolated from observed gravity values.
 QE0468
 QE0468;                    North         East    Units  Estimated Accuracy
 QE0468;SPC OR N     -   143,910.    2,301,520.      MT  (+/- 180 meters Scaled)
 QE0468
 QE0468                          SUPERSEDED SURVEY CONTROL
 QE0468
 QE0468  NGVD 29 (??/??/92)   54.050  (m)          177.33   (f) ADJ UNCH    1 2
 QE0468
 QE0468.Superseded values are not recommended for survey control.
 QE0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0468.See file dsdata.txt to determine how the superseded data were derived.
 QE0468
 QE0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ988756(NAD 83)
 QE0468_MARKER: DD = SURVEY DISK
 QE0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0468_STAMPING: 56
 QE0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0468+STABILITY: SURFACE MOTION
 QE0468
 QE0468  HISTORY     - Date     Condition        Report By
 QE0468  HISTORY     - UNK      MONUMENTED       OR1810
 QE0468  HISTORY     - 1941     GOOD             NGS
 QE0468  HISTORY     - 20000315 MARK NOT FOUND   USPSQD
 QE0468
 QE0468                          STATION DESCRIPTION
 QE0468
 QE0468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QE0468'IN SALEM.
 QE0468'LOCATED IN EAST PART OF SALEM, NORTHEAST CORNER OF TWENTY-FIRST AND
 QE0468'STATE STREETS, 6 FEET NORTH AND 2 FEET EAST OF CURB LINES, IN PARKING.
 QE0468
 QE0468                          STATION RECOVERY (2000)
 QE0468
 QE0468'RECOVERY NOTE BY US POWER SQUADRON 2000
 QE0468'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0327 ***********************************************************************
 NX0327  DESIGNATION -  56 FMK
 NX0327  PID         -  NX0327
 NX0327  STATE/COUNTY-  OR/HARNEY
 NX0327  USGS QUAD   -  CLOVER SWALE (1971)
 NX0327
 NX0327                         *CURRENT SURVEY CONTROL
 NX0327  ___________________________________________________________________
 NX0327* NAD 83(1986)-  42 57 54.     (N)    119 21 23.     (W)     SCALED    
 NX0327* NAVD 88     -      1563.082  (meters)    5128.21   (feet)  ADJUSTED  
 NX0327  ___________________________________________________________________
 NX0327  GEOID HEIGHT-         -19.48  (meters)                     GEOID03
 NX0327  DYNAMIC HT  -        1562.183 (meters)    5125.26  (feet)  COMP
 NX0327  MODELED GRAV-     979,989.0   (mgal)                       NAVD 88
 NX0327
 NX0327  VERT ORDER  -  SECOND    CLASS 0
 NX0327
 NX0327.The horizontal coordinates were scaled from a topographic map and have
 NX0327.an estimated accuracy of +/- 6 seconds.
 NX0327
 NX0327.The orthometric height was determined by differential leveling
 NX0327.and adjusted in August 1995.
 NX0327
 NX0327.The geoid height was determined by GEOID03.
 NX0327
 NX0327.The dynamic height is computed by dividing the NAVD 88
 NX0327.geopotential number by the normal gravity value computed on the
 NX0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0327.degrees latitude (g = 980.6199 gals.).
 NX0327
 NX0327.The modeled gravity was interpolated from observed gravity values.
 NX0327
 NX0327;                    North         East    Units  Estimated Accuracy
 NX0327;SPC OR S     -   144,860.    1,593,290.      MT  (+/- 180 meters Scaled)
 NX0327
 NX0327                          SUPERSEDED SURVEY CONTROL
 NX0327
 NX0327.No superseded survey control is available for this station.
 NX0327
 NX0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH078596(NAD 83)
 NX0327_MARKER: DB = BENCH MARK DISK
 NX0327_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NX0327_SP_SET: COPPER-CLAD STEEL ROD
 NX0327_STAMPING: 56 FMK 1970 5124
 NX0327_MARK LOGO: USGS  
 NX0327_PROJECTION: FLUSH
 NX0327_MAGNETIC: I = MARKER IS A STEEL ROD
 NX0327_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NX0327_ROD/PIPE-DEPTH: 1.52 meters
 NX0327
 NX0327  HISTORY     - Date     Condition        Report By
 NX0327  HISTORY     - 1970     MONUMENTED       USGS
 NX0327
 NX0327                          STATION DESCRIPTION
 NX0327
 NX0327'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NX0327'FROM THE WINDMILL (T29S R27E SEC 32), PROCEED 0.3 MILE SOUTH ALONG A
 NX0327'DIRT ROAD TO A ROAD FORK, THENCE 0.6 MILE NORTHEAST ALONG A DIRT ROAD
 NX0327'TO A ROAD JUNCTION, THENCE 12.8 MILES SOUTHEAST ALONG THE DIRT ROAD
 NX0327'TO MATTIES ARK AND FOSTER LAKE, AT A SMALL CLEAR WASH AREA, 45 FEET
 NX0327'NORTH OF THE CENTERLINE OF THE ROAD, WITNESS POST SET AT BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0650 ***********************************************************************
 QE0650  DESIGNATION -  56+52 45 RM
 QE0650  PID         -  QE0650
 QE0650  STATE/COUNTY-  OR/BENTON
 QE0650  USGS QUAD   -  GREENBERRY (1975)
 QE0650
 QE0650                         *CURRENT SURVEY CONTROL
 QE0650  ___________________________________________________________________
 QE0650* NAD 83(1986)-  44 29 55.     (N)    123 16 43.     (W)     SCALED    
 QE0650* NAVD 88     -        74.791  (meters)     245.38   (feet)  ADJUSTED  
 QE0650  ___________________________________________________________________
 QE0650  GEOID HEIGHT-         -22.71  (meters)                     GEOID03
 QE0650  DYNAMIC HT  -          74.786 (meters)     245.36  (feet)  COMP
 QE0650  MODELED GRAV-     980,555.0   (mgal)                       NAVD 88
 QE0650
 QE0650  VERT ORDER  -  FIRST     CLASS II
 QE0650
 QE0650.This mark is at Corvallis Municipal Airport (CVO)
 QE0650
 QE0650.The horizontal coordinates were scaled from a topographic map and have
 QE0650.an estimated accuracy of +/- 6 seconds.
 QE0650
 QE0650.The orthometric height was determined by differential leveling
 QE0650.and adjusted in June 1991.
 QE0650
 QE0650.The geoid height was determined by GEOID03.
 QE0650
 QE0650.The dynamic height is computed by dividing the NAVD 88
 QE0650.geopotential number by the normal gravity value computed on the
 QE0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0650.degrees latitude (g = 980.6199 gals.).
 QE0650
 QE0650.The modeled gravity was interpolated from observed gravity values.
 QE0650
 QE0650;                    North         East    Units  Estimated Accuracy
 QE0650;SPC OR N     -    96,250.    2,279,070.      MT  (+/- 180 meters Scaled)
 QE0650
 QE0650                          SUPERSEDED SURVEY CONTROL
 QE0650
 QE0650  NGVD 29 (??/??/92)   73.779  (m)          242.06   (f) ADJ UNCH    1 2
 QE0650
 QE0650.Superseded values are not recommended for survey control.
 QE0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0650.See file dsdata.txt to determine how the superseded data were derived.
 QE0650
 QE0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ778272(NAD 83)
 QE0650_MARKER: DD = SURVEY DISK
 QE0650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0650_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0650_STAMPING: 56 + 52-45
 QE0650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0650+STABILITY: SURFACE MOTION
 QE0650
 QE0650  HISTORY     - Date     Condition        Report By
 QE0650  HISTORY     - UNK      MONUMENTED       DOD
 QE0650  HISTORY     - 1945     GOOD             NGS
 QE0650  HISTORY     - 1961     MARK NOT FOUND   NGS
 QE0650  HISTORY     - 19960828 MARK NOT FOUND   CHANCE
 QE0650
 QE0650                          STATION DESCRIPTION
 QE0650
 QE0650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 QE0650'IN CORVALLIS MARINE CORPS AUX.
 QE0650'AT CORVALLIS MARINE CORPS AUX. AIR FACILITY, 98.0 FEET NORTHEAST OF
 QE0650'THE MIDDLE ONE OF THE THREE RUNWAY LIGHTS AT THE NORTHEAST END OF THE
 QE0650'NORTHEAST-SOUTHWEST RUNWAY, SET IN THE TOP OF A CONCRETE POST
 QE0650'PROJECTING 0.1 FOOT ABOVE THE GROUND.
 QE0650
 QE0650                          STATION RECOVERY (1961)
 QE0650
 QE0650'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 QE0650'MARK NOT FOUND.
 QE0650
 QE0650                          STATION RECOVERY (1996)
 QE0650
 QE0650'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 QE0650'THE STATION WAS NOT RECOVERED AUG 28, 1996.  THE FIELD WHERE THE
 QE0650'MONUMENT SHOULD BE LOCATED IS HEAVILY CULTIVATED, NO EVIDENCE OF
 QE0650'MONUMENTATION WAS FOUND WHERE THE TIES INDICATED THE MONUMENT SHOULD
 QE0650'BE.  TIES WERE LIMITED (ONE) MAKING SEARCH NEARLY IMPOSSIBLE. MONUMENT
 QE0650'SEARCH LASTED 0.5 MAN HOURS -- ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0328 ***********************************************************************
 NX0328  DESIGNATION -  57 FMK
 NX0328  PID         -  NX0328
 NX0328  STATE/COUNTY-  OR/HARNEY
 NX0328  USGS QUAD   -  CLOVER SWALE (1971)
 NX0328
 NX0328                         *CURRENT SURVEY CONTROL
 NX0328  ___________________________________________________________________
 NX0328* NAD 83(1986)-  42 58 20.     (N)    119 22 18.     (W)     SCALED    
 NX0328* NAVD 88     -      1582.991  (meters)    5193.53   (feet)  ADJUSTED  
 NX0328  ___________________________________________________________________
 NX0328  GEOID HEIGHT-         -19.49  (meters)                     GEOID03
 NX0328  DYNAMIC HT  -        1582.082 (meters)    5190.55  (feet)  COMP
 NX0328  MODELED GRAV-     979,989.8   (mgal)                       NAVD 88
 NX0328
 NX0328  VERT ORDER  -  SECOND    CLASS 0
 NX0328
 NX0328.The horizontal coordinates were scaled from a topographic map and have
 NX0328.an estimated accuracy of +/- 6 seconds.
 NX0328
 NX0328.The orthometric height was determined by differential leveling
 NX0328.and adjusted in August 1995.
 NX0328
 NX0328.The geoid height was determined by GEOID03.
 NX0328
 NX0328.The dynamic height is computed by dividing the NAVD 88
 NX0328.geopotential number by the normal gravity value computed on the
 NX0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0328.degrees latitude (g = 980.6199 gals.).
 NX0328
 NX0328.The modeled gravity was interpolated from observed gravity values.
 NX0328
 NX0328;                    North         East    Units  Estimated Accuracy
 NX0328;SPC OR S     -   145,640.    1,592,040.      MT  (+/- 180 meters Scaled)
 NX0328
 NX0328                          SUPERSEDED SURVEY CONTROL
 NX0328
 NX0328.No superseded survey control is available for this station.
 NX0328
 NX0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH065604(NAD 83)
 NX0328_MARKER: DB = BENCH MARK DISK
 NX0328_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NX0328_SP_SET: COPPER-CLAD STEEL ROD
 NX0328_STAMPING: 57 FMK 1970 5190
 NX0328_MARK LOGO: USGS  
 NX0328_PROJECTION: FLUSH
 NX0328_MAGNETIC: I = MARKER IS A STEEL ROD
 NX0328_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NX0328_ROD/PIPE-DEPTH: 1.52 meters
 NX0328
 NX0328  HISTORY     - Date     Condition        Report By
 NX0328  HISTORY     - 1970     MONUMENTED       USGS
 NX0328
 NX0328                          STATION DESCRIPTION
 NX0328
 NX0328'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NX0328'FROM THE WINDMILL (T29S R27E SEC 32), PROCEED 0.3 MILE SOUTH ALONG A
 NX0328'DIRT ROAD TO A ROAD FORK, THENCE 0.6 MILE NORTHEAST ALONG A DIRT ROAD
 NX0328'TO A ROAD JUNCTION, THENCE 11.8 MILES SOUTHEAST ALONG THE DIRT ROAD
 NX0328'TO MATTIES ARK AND FOSTER LAKE, 42 FEET NORTH OF THE CENTERLINE OF
 NX0328'THE ROAD, WITNESS POST SET AT BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0331 ***********************************************************************
 PC0331  DESIGNATION -  570 B
 PC0331  PID         -  PC0331
 PC0331  STATE/COUNTY-  OR/DOUGLAS
 PC0331  USGS QUAD   -  MYRTLE CREEK (1987)
 PC0331
 PC0331                         *CURRENT SURVEY CONTROL
 PC0331  ___________________________________________________________________
 PC0331* NAD 83(1986)-  43 04 27.     (N)    123 21 52.     (W)     SCALED    
 PC0331* NAVD 88     -       175.160  (meters)     574.67   (feet)  ADJUSTED  
 PC0331  ___________________________________________________________________
 PC0331  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 PC0331  DYNAMIC HT  -         175.117 (meters)     574.53  (feet)  COMP
 PC0331  MODELED GRAV-     980,371.6   (mgal)                       NAVD 88
 PC0331
 PC0331  VERT ORDER  -  FIRST     CLASS II
 PC0331
 PC0331.The horizontal coordinates were scaled from a topographic map and have
 PC0331.an estimated accuracy of +/- 6 seconds.
 PC0331
 PC0331.The orthometric height was determined by differential leveling
 PC0331.and adjusted in June 1991.
 PC0331
 PC0331.The geoid height was determined by GEOID03.
 PC0331
 PC0331.The dynamic height is computed by dividing the NAVD 88
 PC0331.geopotential number by the normal gravity value computed on the
 PC0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0331.degrees latitude (g = 980.6199 gals.).
 PC0331
 PC0331.The modeled gravity was interpolated from observed gravity values.
 PC0331
 PC0331;                    North         East    Units  Estimated Accuracy
 PC0331;SPC OR S     -   160,340.    1,266,780.      MT  (+/- 180 meters Scaled)
 PC0331
 PC0331                          SUPERSEDED SURVEY CONTROL
 PC0331
 PC0331  NGVD 29 (??/??/92)  174.110  (m)          571.23   (f) ADJ UNCH    1 2
 PC0331
 PC0331.Superseded values are not recommended for survey control.
 PC0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0331.See file dsdata.txt to determine how the superseded data were derived.
 PC0331
 PC0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN703691(NAD 83)
 PC0331_MARKER: P = PIPE CAP
 PC0331_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PC0331_SP_SET: SHALLOW-SET PIPE
 PC0331_STAMPING: 570 B 1903
 PC0331_MARK LOGO: USGS  
 PC0331_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PC0331
 PC0331  HISTORY     - Date     Condition        Report By
 PC0331  HISTORY     - 1903     MONUMENTED       USGS
 PC0331  HISTORY     - 1954     GOOD             NGS
 PC0331  HISTORY     - 1987     GOOD             NGS
 PC0331
 PC0331                          STATION DESCRIPTION
 PC0331
 PC0331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 PC0331'7.1 MI SE FROM WINSTON.
 PC0331'1.8 MILES SOUTHWEST ALONG U. S. HIGHWAY 99 FROM THE Y JUNCTION OF
 PC0331'STATE HIGHWAY 42 AT WINSTON, THENCE 5.3 MILES SOUTHEAST ALONG THE
 PC0331'SOUTHERN PACIFIC COMPANY RAILROAD, ABOUT 0.7 MILE SOUTH OF ROUND
 PC0331'PRAIRIE SIDING SIGN, 25 1/2 RAILS SOUTH OF CULVERT 556.84, 15 RAILS
 PC0331'SOUTH OF SEMAPHORE 556.8, AT THE SOUTH END OF A LONG SHALLOW CUT, 24.7
 PC0331'FEET EAST OF THE EAST RAIL, 4 FEET NORTH OF A TELEPHONE POLE, 1.6 FEET
 PC0331'WEST OF A FENCE, ABOUT LEVEL WITH THE TRACK, AND RIVETED ON TOP OF A 3
 PC0331'1/2-INCH IRON PIPE PROJECTING 1.3 FEET ABOVE THE GROUND.
 PC0331
 PC0331                          STATION RECOVERY (1987)
 PC0331
 PC0331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PC0331'RECOVERED IN GOOD CONDITION A NEW TO REACH FOLLOWS.  9.1 KM (5.65 MI)
 PC0331'NORTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM ITS JUNCTION WITH
 PC0331'STATE HIGHWAY 99 IN MYRTLE CREEK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0432 ***********************************************************************
 QC0432  DESIGNATION -  5716.6
 QC0432  PID         -  QC0432
 QC0432  STATE/COUNTY-  OR/WHEELER
 QC0432  USGS QUAD   -  DERR MEADOWS (1992)
 QC0432
 QC0432                         *CURRENT SURVEY CONTROL
 QC0432  ___________________________________________________________________
 QC0432* NAD 83(1986)-  44 27 49.     (N)    119 56 21.     (W)     SCALED    
 QC0432* NAVD 88     -      1743.610  (meters)    5720.49   (feet)  ADJUSTED  
 QC0432  ___________________________________________________________________
 QC0432  GEOID HEIGHT-         -18.94  (meters)                     GEOID03
 QC0432  DYNAMIC HT  -        1742.885 (meters)    5718.12  (feet)  COMP
 QC0432  MODELED GRAV-     980,138.3   (mgal)                       NAVD 88
 QC0432
 QC0432  VERT ORDER  -  SECOND    CLASS 0
 QC0432
 QC0432.The horizontal coordinates were scaled from a topographic map and have
 QC0432.an estimated accuracy of +/- 6 seconds.
 QC0432
 QC0432.The orthometric height was determined by differential leveling
 QC0432.and adjusted in June 1991.
 QC0432
 QC0432.The geoid height was determined by GEOID03.
 QC0432
 QC0432.The dynamic height is computed by dividing the NAVD 88
 QC0432.geopotential number by the normal gravity value computed on the
 QC0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0432.degrees latitude (g = 980.6199 gals.).
 QC0432
 QC0432.The modeled gravity was interpolated from observed gravity values.
 QC0432
 QC0432;                    North         East    Units  Estimated Accuracy
 QC0432;SPC OR N     -    88,710.    2,544,630.      MT  (+/- 180 meters Scaled)
 QC0432
 QC0432                          SUPERSEDED SURVEY CONTROL
 QC0432
 QC0432  NGVD 29 (??/??/92) 1742.362  (m)         5716.40   (f) ADJ UNCH    2 0
 QC0432
 QC0432.Superseded values are not recommended for survey control.
 QC0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0432.See file dsdata.txt to determine how the superseded data were derived.
 QC0432
 QC0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKK661275(NAD 83)
 QC0432_MARKER: N = NAIL
 QC0432_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QC0432_SP_SET: PINE TREE
 QC0432_STAMPING: 5716.6
 QC0432_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QC0432
 QC0432  HISTORY     - Date     Condition        Report By
 QC0432  HISTORY     - UNK      MONUMENTED       USGS
 QC0432  HISTORY     - 1949     GOOD             NGS
 QC0432
 QC0432                          STATION DESCRIPTION
 QC0432
 QC0432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 QC0432'2.3 MI N FROM DERR G.S..
 QC0432'2.3 MILES NORTH ALONG A FOREST SERVICE ROAD FROM DERR GUARD STATION,
 QC0432'47 FEET SOUTH OF THE CENTER OF A CATTLE GUARD, 24 FEET SOUTHWEST OF
 QC0432'THE CENTER LINE OF THE ROAD, 18.5 FEET EAST OF A FENCE, AND DRIVEN IN
 QC0432'THE NORTH BASE OF A 40-INCH PINE TREE BEARING AN ALUMINUM PLATE
 QC0432'STAMPED 5716.6.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0803 ***********************************************************************
 RC0803  DESIGNATION -  572
 RC0803  PID         -  RC0803
 RC0803  STATE/COUNTY-  OR/WASCO
 RC0803  USGS QUAD   -  PETERSBURG (1994)
 RC0803
 RC0803                         *CURRENT SURVEY CONTROL
 RC0803  ___________________________________________________________________
 RC0803* NAD 83(1986)-  45 33 36.     (N)    121 03 29.     (W)     SCALED    
 RC0803* NAVD 88     -       175.373  (meters)     575.37   (feet)  ADJUSTED  
 RC0803  ___________________________________________________________________
 RC0803  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 RC0803  DYNAMIC HT  -         175.366 (meters)     575.35  (feet)  COMP
 RC0803  MODELED GRAV-     980,571.9   (mgal)                       NAVD 88
 RC0803
 RC0803  VERT ORDER  -  SECOND    CLASS 0
 RC0803
 RC0803.The horizontal coordinates were scaled from a topographic map and have
 RC0803.an estimated accuracy of +/- 6 seconds.
 RC0803
 RC0803.The orthometric height was determined by differential leveling
 RC0803.and adjusted in June 1991.
 RC0803
 RC0803.The geoid height was determined by GEOID03.
 RC0803
 RC0803.The dynamic height is computed by dividing the NAVD 88
 RC0803.geopotential number by the normal gravity value computed on the
 RC0803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0803.degrees latitude (g = 980.6199 gals.).
 RC0803
 RC0803.The modeled gravity was interpolated from observed gravity values.
 RC0803
 RC0803;                    North         East    Units  Estimated Accuracy
 RC0803;SPC OR N     -   210,540.    2,456,430.      MT  (+/- 180 meters Scaled)
 RC0803
 RC0803                          SUPERSEDED SURVEY CONTROL
 RC0803
 RC0803  NGVD 29 (??/??/92)  174.364  (m)          572.06   (f) ADJ UNCH    2 0
 RC0803
 RC0803.Superseded values are not recommended for survey control.
 RC0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0803.See file dsdata.txt to determine how the superseded data were derived.
 RC0803
 RC0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR515469(NAD 83)
 RC0803_MARKER: Q = CHISELED SQUARE
 RC0803_SETTING: 0 = UNSPECIFIED SETTING
 RC0803_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC0803
 RC0803  HISTORY     - Date     Condition        Report By
 RC0803  HISTORY     - UNK      MONUMENTED       ORDT
 RC0803  HISTORY     - 1961     GOOD             NGS
 RC0803  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 RC0803  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 RC0803
 RC0803                          STATION DESCRIPTION
 RC0803
 RC0803'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RC0803'10 MI SE FROM THE DALLES.
 RC0803'REACHED FROM THE POST OFFICE AT THE DALLES BY GOING NORTH ON U.S.
 RC0803'HIGHWAY 30 FOR 3.0 MILES TO THE OLD THE DALLES-CALIFORNIA HIGHWAY,
 RC0803'THEN SOUTH ON THE OLD HIGHWAY FOR 7.1 MILE TO THE FOURTH BRIDGE OVER
 RC0803'EIGHTEENMILE CREEK.  AT THIS LOCATION THERE IS NOW AN OREGON STATE
 RC0803'HIGHWAY DEPT. DISK THAT IS STAMPED T 6 571 1927.
 RC0803
 RC0803                          STATION RECOVERY (1985)
 RC0803
 RC0803'RECOVERY NOTE BY US POWER SQUADRON 1985
 RC0803'MARK NOT FOUND.
 RC0803
 RC0803                          STATION RECOVERY (1985)
 RC0803
 RC0803'RECOVERY NOTE BY US POWER SQUADRON 1985
 RC0803'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2639 ***********************************************************************
 QE2639  DESIGNATION -  5761 VA=CRESCENT
 QE2639  PID         -  QE2639
 QE2639  STATE/COUNTY-  OR/LINN
 QE2639  USGS QUAD   -  ECHO MOUNTAIN (1994)
 QE2639
 QE2639                         *CURRENT SURVEY CONTROL
 QE2639  ___________________________________________________________________
 QE2639* NAD 83(1991)-  44 26 47.99204(N)    122 05 33.72578(W)     ADJUSTED  
 QE2639* NAVD 88     -      1753.6    (meters)    5753.     (feet)  VERTCON   
 QE2639  ___________________________________________________________________
 QE2639  LAPLACE CORR-           7.96  (seconds)                    DEFLEC99
 QE2639  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 QE2639  HORZ ORDER  -  THIRD
 QE2639
 QE2639.The horizontal coordinates were established by classical geodetic methods
 QE2639.and adjusted by the National Geodetic Survey in October 1991.
 QE2639
 QE2639.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE2639.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE2639
 QE2639.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2639
 QE2639.The geoid height was determined by GEOID03.
 QE2639
 QE2639;                    North         East     Units Scale Factor Converg.
 QE2639;SPC OR N     -    87,925.461 2,373,229.304   MT  0.99997339   -1 07 46.3
 QE2639;SPC OR N     -   288,469.36  7,786,185.38   iFT  0.99997339   -1 07 46.3
 QE2639;UTM  10      - 4,921,885.108   572,193.968   MT  0.99966409   +0 38 07.3
 QE2639
 QE2639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2639!SPC OR N     -   0.99972852  x   0.99997339  =   0.99970191
 QE2639!UTM  10      -   0.99972852  x   0.99966409  =   0.99939270
 QE2639
 QE2639|---------------------------------------------------------------------|
 QE2639| PID    Reference Object                     Distance      Geod. Az  |
 QE2639|                                                           dddmmss.s |
 QE2639| CS4166 CRESCENT RM 2                        12.933 METERS 00445     |
 QE2639| CS4165 CRESCENT RM 1                         9.830 METERS 20516     |
 QE2639|---------------------------------------------------------------------|
 QE2639
 QE2639                          SUPERSEDED SURVEY CONTROL
 QE2639
 QE2639  NAD 83(1986)-  44 26 48.01129(N)    122 05 33.73682(W) AD(       ) 3
 QE2639  NGVD 29 (04/26/90) 1752.4    (m)         5749.     (f) VERT ANG    3  
 QE2639
 QE2639.Superseded values are not recommended for survey control.
 QE2639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2639.See file dsdata.txt to determine how the superseded data were derived.
 QE2639
 QE2639_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ7219421885(NAD 83)
 QE2639_MARKER: 73 = LOOKOUT HOUSE
 QE2639
 QE2639  HISTORY     - Date     Condition        Report By
 QE2639  HISTORY     - 1924     FIRST OBSERVED   USGS
 QE2639  HISTORY     - 1955     GOOD             USGS
 QE2639
 QE2639                          STATION DESCRIPTION
 QE2639
 QE2639'DESCRIBED BY US GEOLOGICAL SURVEY 1924
 QE2639'SEE 1955 RECOVERY FOR DESCRIPTION.
 QE2639'
 QE2639'STATION MARK--CENTER OF LOH.
 QE2639'
 QE2639'RM 1--BRONZE TABLET, STAMPING UNKNOWN.
 QE2639
 QE2639                          STATION RECOVERY (1955)
 QE2639
 QE2639'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 QE2639'RECOVERED AS DESCRIBED BY USGS.  OLD LOH DESTROYED.  ALSO
 QE2639'RECOVERED BY NGS IN 1953.  THEY USED RM AS STATION MARK.
 QE2639'
 QE2639'LOCATED ABOUT 28 MI SE. OF MILL CITY, 19 MI ENE. OF CASCADIA, 7.5
 QE2639'MI WNW. OF JCT. OF N.-S. SANTIAM HWYS.  ON TOP OF PROMINENT
 QE2639'MOUNTAIN KNOWN LOCALLY AS CRESCENT MTN.
 QE2639'
 QE2639'TO REACH FROM CASCADIA RANGER STATION, DRIVE 30.2 MI E. ON U.S.
 QE2639'HWY. 20 TO LAVA LAKE RD.  TURN LEFT ON LAVA LAKE RD. FOLLOWING
 QE2639'MAIN-TRAVELED RD. 0.9 MI TO RD. FORKS.  TAKE LEFT FORK AS PER SIGN
 QE2639'CRESCENT MTN TRAIL 1/2 MI 0.5 MI TO TRAIL.  FOLLOW TRAIL TO TOP
 QE2639'AND STATION.  A 2-HOUR PACK.
 QE2639'
 QE2639'STATION MARK--EXISTING TABLET STAMPED---5761 VA 1934---, CEMENTED
 QE2639'IN ROCK OUTCROP.
 QE2639'
 QE2639'RM 1--NGS DISK STAMPED---CRESCENT NO 1 USGS 1953---, CEMENTED IN
 QE2639'ROCK OUTCROP.
 QE2639'
 QE2639'RM 2--NGS DISK STAMPED---CRESCENT NO 2 USGS 1953---, CEMENTED IN
 QE2639'ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0286 ***********************************************************************
 PB0286  DESIGNATION -  58
 PB0286  PID         -  PB0286
 PB0286  STATE/COUNTY-  OR/LAKE
 PB0286  USGS QUAD   -  HOLE-IN-THE-GROUND (1982)
 PB0286
 PB0286                         *CURRENT SURVEY CONTROL
 PB0286  ___________________________________________________________________
 PB0286* NAD 83(1986)-  43 23 47.     (N)    121 13 43.     (W)     SCALED    
 PB0286* NAVD 88     -      1426.482  (meters)    4680.05   (feet)  ADJUSTED  
 PB0286  ___________________________________________________________________
 PB0286  GEOID HEIGHT-         -20.83  (meters)                     GEOID03
 PB0286  DYNAMIC HT  -        1425.715 (meters)    4677.53  (feet)  COMP
 PB0286  MODELED GRAV-     980,032.2   (mgal)                       NAVD 88
 PB0286
 PB0286  VERT ORDER  -  SECOND    CLASS 0
 PB0286
 PB0286.The horizontal coordinates were scaled from a topographic map and have
 PB0286.an estimated accuracy of +/- 6 seconds.
 PB0286
 PB0286.The orthometric height was determined by differential leveling
 PB0286.and adjusted in June 1991.
 PB0286
 PB0286.The geoid height was determined by GEOID03.
 PB0286
 PB0286.The dynamic height is computed by dividing the NAVD 88
 PB0286.geopotential number by the normal gravity value computed on the
 PB0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0286.degrees latitude (g = 980.6199 gals.).
 PB0286
 PB0286.The modeled gravity was interpolated from observed gravity values.
 PB0286
 PB0286;                    North         East    Units  Estimated Accuracy
 PB0286;SPC OR S     -   192,400.    1,440,980.      MT  (+/- 180 meters Scaled)
 PB0286
 PB0286                          SUPERSEDED SURVEY CONTROL
 PB0286
 PB0286  NGVD 29 (??/??/92) 1425.210  (m)         4675.88   (f) ADJ UNCH    2 0
 PB0286
 PB0286.Superseded values are not recommended for survey control.
 PB0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0286.See file dsdata.txt to determine how the superseded data were derived.
 PB0286
 PB0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP434063(NAD 83)
 PB0286_MARKER: DD = SURVEY DISK
 PB0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0286_STAMPING: 4676 58 1930
 PB0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0286+STABILITY: SURFACE MOTION
 PB0286
 PB0286  HISTORY     - Date     Condition        Report By
 PB0286  HISTORY     - 1930     MONUMENTED       BPR
 PB0286  HISTORY     - 1931     GOOD             NGS
 PB0286  HISTORY     - 19860916 GOOD             USPSQD
 PB0286
 PB0286                          STATION DESCRIPTION
 PB0286
 PB0286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 PB0286'22.9 MI NW FROM SILVER LAKE.
 PB0286'ABOUT 22.9 MILES NORTHWEST ALONG THE FREMONT HIGHWAY (OREGON 31) FROM
 PB0286'SILVER LAKE, LAKE COUNTY, AT THE TOP OF A SMALL HILL, AND 35 FEET
 PB0286'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY.  A UNITED STATES BUREAU
 PB0286'OF PUBLIC ROADS STANDARD DISK, STAMPED 4676 58 1930 AND SET IN THE TOP
 PB0286'OF A CONCRETE POST.
 PB0286
 PB0286                          STATION RECOVERY (1986)
 PB0286
 PB0286'RECOVERY NOTE BY US POWER SQUADRON 1986 (RCC)
 PB0286'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0329 ***********************************************************************
 NX0329  DESIGNATION -  58 FMK
 NX0329  PID         -  NX0329
 NX0329  STATE/COUNTY-  OR/HARNEY
 NX0329  USGS QUAD   -  BALLS LAKE (1971)
 NX0329
 NX0329                         *CURRENT SURVEY CONTROL
 NX0329  ___________________________________________________________________
 NX0329* NAD 83(1986)-  42 58 48.     (N)    119 23 15.     (W)     SCALED    
 NX0329* NAVD 88     -      1580.327  (meters)    5184.79   (feet)  ADJUSTED  
 NX0329  ___________________________________________________________________
 NX0329  GEOID HEIGHT-         -19.50  (meters)                     GEOID03
 NX0329  DYNAMIC HT  -        1579.421 (meters)    5181.82  (feet)  COMP
 NX0329  MODELED GRAV-     979,990.5   (mgal)                       NAVD 88
 NX0329
 NX0329  VERT ORDER  -  SECOND    CLASS 0
 NX0329
 NX0329.The horizontal coordinates were scaled from a topographic map and have
 NX0329.an estimated accuracy of +/- 6 seconds.
 NX0329
 NX0329.The orthometric height was determined by differential leveling
 NX0329.and adjusted in August 1995.
 NX0329
 NX0329.The geoid height was determined by GEOID03.
 NX0329
 NX0329.The dynamic height is computed by dividing the NAVD 88
 NX0329.geopotential number by the normal gravity value computed on the
 NX0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0329.degrees latitude (g = 980.6199 gals.).
 NX0329
 NX0329.The modeled gravity was interpolated from observed gravity values.
 NX0329
 NX0329;                    North         East    Units  Estimated Accuracy
 NX0329;SPC OR S     -   146,490.    1,590,730.      MT  (+/- 180 meters Scaled)
 NX0329
 NX0329                          SUPERSEDED SURVEY CONTROL
 NX0329
 NX0329.No superseded survey control is available for this station.
 NX0329
 NX0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH053613(NAD 83)
 NX0329_MARKER: DB = BENCH MARK DISK
 NX0329_SETTING: 66 = SET IN ROCK OUTCROP
 NX0329_SP_SET: ROCK OUTCROP
 NX0329_STAMPING: 58 FMK 1970 5181
 NX0329_MARK LOGO: USGS  
 NX0329_MAGNETIC: N = NO MAGNETIC MATERIAL
 NX0329_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NX0329+STABILITY: POSITION/ELEVATION WELL
 NX0329
 NX0329  HISTORY     - Date     Condition        Report By
 NX0329  HISTORY     - 1970     MONUMENTED       USGS
 NX0329
 NX0329                          STATION DESCRIPTION
 NX0329
 NX0329'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NX0329'FROM THE WINDMILL (T29S R27E SEC 32), PROCEED 0.3 MILE SOUTH ALONG A
 NX0329'DIRT ROAD TO A ROAD FORK, THENCE 0.6 MILE NORTHEAST ALONG A DIRT ROAD
 NX0329'TO A ROAD JUNCTION, THENCE 10.8 MILES SOUTHEAST ALONG THE DIRT ROAD
 NX0329'TO MATTIES ARK AND FOSTER LAKE, 400 FEET SOUTHEAST OF A SMALL STOCK
 NX0329'POND, 45 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, WITNESS POST
 NX0329'SET AT BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2651 ***********************************************************************
 QE2651  DESIGNATION -  5807=OLALLIE MTN
 QE2651  PID         -  QE2651
 QE2651  STATE/COUNTY-  OR/LANE
 QE2651  USGS QUAD   -  FRENCH MTN (1989)
 QE2651
 QE2651                         *CURRENT SURVEY CONTROL
 QE2651  ___________________________________________________________________
 QE2651* NAD 83(1991)-  44 01 43.92658(N)    122 04 05.91418(W)     ADJUSTED  
 QE2651* NAVD 88     -      1738.4    (meters)    5703.     (feet)  VERTCON   
 QE2651  ___________________________________________________________________
 QE2651  LAPLACE CORR-          10.90  (seconds)                    DEFLEC99
 QE2651  GEOID HEIGHT-         -21.54  (meters)                     GEOID03
 QE2651  HORZ ORDER  -  THIRD
 QE2651
 QE2651.The horizontal coordinates were established by classical geodetic methods
 QE2651.and adjusted by the National Geodetic Survey in October 1991.
 QE2651
 QE2651.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE2651.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE2651
 QE2651.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2651
 QE2651.The geoid height was determined by GEOID03.
 QE2651
 QE2651;                    North         East     Units Scale Factor Converg.
 QE2651;SPC OR S     -   263,588.542 1,374,279.283   MT  1.00000747   -1 04 22.6
 QE2651;SPC OR S     -   864,791.80  4,508,790.30   iFT  1.00000747   -1 04 22.6
 QE2651;UTM  10      - 4,875,501.131   574,661.347   MT  0.99966856   +0 38 51.3
 QE2651
 QE2651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2651!SPC OR S     -   0.99973086  x   1.00000747  =   0.99973832
 QE2651!UTM  10      -   0.99973086  x   0.99966856  =   0.99939950
 QE2651
 QE2651|---------------------------------------------------------------------|
 QE2651| PID    Reference Object                     Distance      Geod. Az  |
 QE2651|                                                           dddmmss.s |
 QE2651| CS4228 OLALLIE MTN RM 2                      3.892 METERS 00348     |
 QE2651| CS4227 OLALLIE MTN RM 1                      7.398 METERS 30800     |
 QE2651|---------------------------------------------------------------------|
 QE2651
 QE2651                          SUPERSEDED SURVEY CONTROL
 QE2651
 QE2651  NAD 83(1986)-  44 01 43.93535(N)    122 04 05.92613(W) AD(       ) 3
 QE2651  NGVD 29 (04/26/90) 1737.2    (m)         5699.     (f) VERT ANG    3  
 QE2651
 QE2651.Superseded values are not recommended for survey control.
 QE2651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2651.See file dsdata.txt to determine how the superseded data were derived.
 QE2651
 QE2651_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP7466175501(NAD 83)
 QE2651_MARKER: DS = TRIANGULATION STATION DISK
 QE2651_SETTING: 0 = UNSPECIFIED SETTING
 QE2651_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE2651
 QE2651  HISTORY     - Date     Condition        Report By
 QE2651  HISTORY     - 1955     MONUMENTED       USGS
 QE2651
 QE2651                          STATION DESCRIPTION
 QE2651
 QE2651'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 QE2651'LOCATED 11 MI SE. OF MCKENZIE BRIDGE, 5 MI NE. OF SOUTH FORK
 QE2651'MCKENZIE RIVER.  ON BARE TOP 1 FT. N. OF NORTHEAST CORNER OF USFS
 QE2651'LO.
 QE2651'
 QE2651'TO REACH FROM MCKENZIE BRIDGE POST OFFICE, DRIVE 0.3 MI TO RD.
 QE2651'FORKS.  TURN RIGHT ON GRAVEL RD. 1.4 MI TO RD. FORKS JUST PAST
 QE2651'HORSE CREEK BRIDGE.  TURN LEFT 0.3 MI TO OLALLIE TRAIL RIGHT AND
 QE2651'END OF RD.  PACK UP TRAIL 6.5 MI TO TRAIL FORKS AT SHELTER,
 QE2651'CONTINUE ON OLALLIE TRAIL 9.5 MI TO TRAIL FORKS.  TURN RIGHT 1 MI
 QE2651'TO USFS LO AND STATION.  ABOUT A 9-HOUR PACK.
 QE2651'
 QE2651'STATION MARK--EXISTING TABLET FOUND STAMPED---5807 S---AND
 QE2651'OLALLIE MTN 1955 ADDED.
 QE2651'
 QE2651'RM 1--STANDARD RM TABLET STAMPED---NO 1 1955---.
 QE2651'
 QE2651'RM 2--STANDARD RM TABLET STAMPED---NO 2 1955---.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0008 ***********************************************************************
 NZ0008  DESIGNATION -  5839
 NZ0008  PID         -  NZ0008
 NZ0008  STATE/COUNTY-  OR/KLAMATH
 NZ0008  USGS QUAD   -  UNION PEAK (1985)
 NZ0008
 NZ0008                         *CURRENT SURVEY CONTROL
 NZ0008  ___________________________________________________________________
 NZ0008* NAD 83(1986)-  42 50 43.     (N)    122 08 46.     (W)     SCALED    
 NZ0008* NAVD 88     -      1781.06   (+/-2cm)    5843.4    (feet)  VERTCON   
 NZ0008  ___________________________________________________________________
 NZ0008  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 NZ0008  VERT ORDER  -  THIRD (See Below)
 NZ0008
 NZ0008.The horizontal coordinates were scaled from a topographic map and have
 NZ0008.an estimated accuracy of +/- 6 seconds.
 NZ0008
 NZ0008.The NAVD 88 height was computed by applying the VERTCON shift value to
 NZ0008.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NZ0008.The vertical order pertains to the NGVD 29 superseded value.
 NZ0008
 NZ0008.The geoid height was determined by GEOID03.
 NZ0008
 NZ0008;                    North         East    Units  Estimated Accuracy
 NZ0008;SPC OR S     -   132,250.    1,365,460.      MT  (+/- 180 meters Scaled)
 NZ0008
 NZ0008                          SUPERSEDED SURVEY CONTROL
 NZ0008
 NZ0008  NGVD 29 (??/??/??) 1779.68   (m)         5838.8    (f) RESET       3  
 NZ0008
 NZ0008.Superseded values are not recommended for survey control.
 NZ0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0008.See file dsdata.txt to determine how the superseded data were derived.
 NZ0008
 NZ0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN697439(NAD 83)
 NZ0008_MARKER: DD = SURVEY DISK
 NZ0008_SETTING: 80 = SET IN A BOULDER
 NZ0008_SP_SET: BOULDER
 NZ0008_STAMPING: 5839 1933
 NZ0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0008+STABILITY: SURFACE MOTION
 NZ0008
 NZ0008  HISTORY     - Date     Condition        Report By
 NZ0008  HISTORY     - 1933     MONUMENTED       USGS
 NZ0008  HISTORY     - 1934     GOOD             NGS
 NZ0008  HISTORY     - 1982     GOOD             USGS
 NZ0008
 NZ0008                          STATION DESCRIPTION
 NZ0008
 NZ0008'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 NZ0008'2.4 MI SE FROM ANNIE SPRINGS.
 NZ0008'2.4 MILES SOUTHEAST ALONG THE CRATER LAKE HIGHWAY (OREGON 62) FROM
 NZ0008'ANNIE SPRINGS, KLAMATH COUNTY, 300 FEET NORTH OF POLE BRIDGE CREEK, ON
 NZ0008'THE WEST SIDE OF THE HIGHWAY, ON THE TOP OF THE FIRST CUT BANK NORTH
 NZ0008'OF POLE BRIDGE CREEK, IN A LARGE BOULDER, AND FLUSH WITH GROUND. A
 NZ0008'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 5839 1933.
 NZ0008
 NZ0008                          STATION RECOVERY (1934)
 NZ0008
 NZ0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 NZ0008'RECOVERED IN GOOD CONDITION.
 NZ0008
 NZ0008                          STATION RECOVERY (1982)
 NZ0008
 NZ0008'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 NZ0008'2.4 MILES SOUTHEAST ALONG THE CRATER LAKE HIGHWAY (OREGON 62) FROM
 NZ0008'ANNIE SPRINGS, KLAMATH COUNTY, 300 FT. WEST OF THE CENTER LINE OF
 NZ0008'HIGHWAY. IN A LARGE BOULDER AND FLUSH WITH THE GROUND. A STANDARD
 NZ0008'USGS TABLET UNSTAMPED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3278 ***********************************************************************
 RD3278  DESIGNATION -  59 2
 RD3278  PID         -  RD3278
 RD3278  STATE/COUNTY-  OR/MULTNOMAH
 RD3278  USGS QUAD   -  PORTLAND (1990)
 RD3278
 RD3278                         *CURRENT SURVEY CONTROL
 RD3278  ___________________________________________________________________
 RD3278* NAD 83(1991)-  45 31 47.34537(N)    122 40 11.36478(W)     ADJUSTED  
 RD3278* NAVD 88     -        10.     (meters)      33.     (feet)  SCALED    
 RD3278  ___________________________________________________________________
 RD3278  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 RD3278  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 RD3278  HORZ ORDER  -  THIRD
 RD3278
 RD3278.The horizontal coordinates were established by classical geodetic methods
 RD3278.and adjusted by the National Geodetic Survey in October 1991.
 RD3278
 RD3278.The orthometric height was scaled from a topographic map.
 RD3278
 RD3278.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3278
 RD3278.The geoid height was determined by GEOID03.
 RD3278
 RD3278;                    North         East     Units Scale Factor Converg.
 RD3278;SPC OR N     -   209,313.901 2,330,535.213   MT  0.99991442   -1 32 19.7
 RD3278;SPC OR N     -   686,725.40  7,646,112.90   iFT  0.99991442   -1 32 19.7
 RD3278;SPC WA S     -    24,171.321   330,507.713   MT  1.00008258   -1 34 34.1
 RD3278;SPC WA S     -    79,302.08  1,084,340.72   sFT  1.00008258   -1 34 34.1
 RD3278;UTM  10      - 5,041,862.236   525,782.008   MT  0.99960817   +0 14 08.2
 RD3278
 RD3278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3278!SPC OR N     -   1.00000200  x   0.99991442  =   0.99991642
 RD3278!SPC WA S     -   1.00000200  x   1.00008258  =   1.00008458
 RD3278!UTM  10      -   1.00000200  x   0.99960817  =   0.99961017
 RD3278
 RD3278|---------------------------------------------------------------------|
 RD3278| PID    Reference Object                     Distance      Geod. Az  |
 RD3278|                                                           dddmmss.s |
 RD3278| RD3259 58 2                                240.711 METERS 25718     |
 RD3278| RD3210 PORTLAND UNION DEPOT CLK TWR        APPROX. 0.5 KM 2590632.5 |
 RD3278| RD3263 57 2                                252.533 METERS 32344     |
 RD3278|---------------------------------------------------------------------|
 RD3278
 RD3278                          SUPERSEDED SURVEY CONTROL
 RD3278
 RD3278  NAD 83(1986)-  45 31 47.36410(N)    122 40 11.36933(W) AD(       ) 3
 RD3278  NAD 27      -  45 31 47.93600(N)    122 40 07.02900(W) AD(       ) 3
 RD3278
 RD3278.Superseded values are not recommended for survey control.
 RD3278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3278.See file dsdata.txt to determine how the superseded data were derived.
 RD3278
 RD3278_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER2578241862(NAD 83)
 RD3278
 RD3278  HISTORY     - Date     Condition        Report By
 RD3278  HISTORY     - 1906     MONUMENTED       USE
 RD3278  HISTORY     - 1958     SEE DESCRIPTION  CGS
 RD3278
 RD3278                          STATION DESCRIPTION
 RD3278
 RD3278'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (ANS)
 RD3278'STATION SEARCHED FOR, PROBABLY LOST.  MARKED BY IRON PIPE IN
 RD3278'CONCRETE BLOCK.  THE SITE, DETERMINED BY TRAVERSE FROM NEARBY
 RD3278'KERR 1938 TO BE ON EAST BANK OF WILLAMETTE RIVER ABOUT 850 FEET
 RD3278'NORTHWEST OF STEEL BRIDGE AND WEST OF RR TRACKS ON BLUFF
 RD3278'OVERLOOKING RIVER, APPEARS TO HAVE ERODED ABOUT 15 FEET SINCE
 RD3278'STATION WAS ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0330 ***********************************************************************
 NX0330  DESIGNATION -  59 FMK
 NX0330  PID         -  NX0330
 NX0330  STATE/COUNTY-  OR/HARNEY
 NX0330  USGS QUAD   -  BALLS LAKE (1971)
 NX0330
 NX0330                         *CURRENT SURVEY CONTROL
 NX0330  ___________________________________________________________________
 NX0330* NAD 83(1986)-  42 58 14.     (N)    119 24 08.     (W)     SCALED    
 NX0330* NAVD 88     -      1584.117  (meters)    5197.22   (feet)  ADJUSTED  
 NX0330  ___________________________________________________________________
 NX0330  GEOID HEIGHT-         -19.52  (meters)                     GEOID03
 NX0330  DYNAMIC HT  -        1583.206 (meters)    5194.23  (feet)  COMP
 NX0330  MODELED GRAV-     979,988.6   (mgal)                       NAVD 88
 NX0330
 NX0330  VERT ORDER  -  SECOND    CLASS 0
 NX0330
 NX0330.The horizontal coordinates were scaled from a topographic map and have
 NX0330.an estimated accuracy of +/- 6 seconds.
 NX0330
 NX0330.The orthometric height was determined by differential leveling
 NX0330.and adjusted in August 1995.
 NX0330
 NX0330.The geoid height was determined by GEOID03.
 NX0330
 NX0330.The dynamic height is computed by dividing the NAVD 88
 NX0330.geopotential number by the normal gravity value computed on the
 NX0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0330.degrees latitude (g = 980.6199 gals.).
 NX0330
 NX0330.The modeled gravity was interpolated from observed gravity values.
 NX0330
 NX0330;                    North         East    Units  Estimated Accuracy
 NX0330;SPC OR S     -   145,430.    1,589,550.      MT  (+/- 180 meters Scaled)
 NX0330
 NX0330                          SUPERSEDED SURVEY CONTROL
 NX0330
 NX0330.No superseded survey control is available for this station.
 NX0330
 NX0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH041603(NAD 83)
 NX0330_MARKER: DB = BENCH MARK DISK
 NX0330_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NX0330_SP_SET: COPPER-CLAD STEEL ROD
 NX0330_STAMPING: 59 FMK 1970 5193
 NX0330_MARK LOGO: USGS  
 NX0330_PROJECTION: FLUSH
 NX0330_MAGNETIC: I = MARKER IS A STEEL ROD
 NX0330_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NX0330_ROD/PIPE-DEPTH: 1.52 meters
 NX0330
 NX0330  HISTORY     - Date     Condition        Report By
 NX0330  HISTORY     - 1970     MONUMENTED       USGS
 NX0330
 NX0330                          STATION DESCRIPTION
 NX0330
 NX0330'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NX0330'FROM THE WINDMILL (T29S R27E SEC 32), PROCEED 0.3 MILE SOUTH ALONG A
 NX0330'DIRT ROAD TO A ROAD FORK, THENCE 0.6 MILE NORTHEAST ALONG A DIRT ROAD
 NX0330'TO A ROAD JUNCTION, THENCE 9.7 MILES SOUTHEAST ALONG THE DIRT ROAD TO
 NX0330'MATTIES ARK AND FOSTER LAKE, 52 FEET SOUTH OF THE CENTERLINE OF THE
 NX0330'ROAD, WITNESS POST SET AT BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0565 ***********************************************************************
 RD0565  DESIGNATION -  59.9
 RD0565  PID         -  RD0565
 RD0565  STATE/COUNTY-  OR/COLUMBIA
 RD0565  USGS QUAD   -  CHAPMAN (1990)
 RD0565
 RD0565                         *CURRENT SURVEY CONTROL
 RD0565  ___________________________________________________________________
 RD0565* NAD 83(1986)-  45 45 27.     (N)    122 52 41.     (W)     SCALED    
 RD0565* NAVD 88     -        19.514  (meters)      64.02   (feet)  POSTED    
 RD0565  ___________________________________________________________________
 RD0565  GEOID HEIGHT-         -22.49  (meters)                     GEOID03
 RD0565  DYNAMIC HT  -          19.510 (meters)      64.01  (feet)  COMP
 RD0565  MODELED GRAV-     980,640.4   (mgal)                       NAVD 88
 RD0565
 RD0565  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 RD0565
 RD0565.The horizontal coordinates were scaled from a topographic map and have
 RD0565.an estimated accuracy of +/- 6 seconds.
 RD0565
 RD0565.The orthometric height was determined by differential leveling
 RD0565.and adjusted by the  in 1992.
 RD0565.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 RD0565.rate of 1.1 thru 2.0 mm/km.
 RD0565
 RD0565.The geoid height was determined by GEOID03.
 RD0565
 RD0565.The dynamic height is computed by dividing the NAVD 88
 RD0565.geopotential number by the normal gravity value computed on the
 RD0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0565.degrees latitude (g = 980.6199 gals.).
 RD0565
 RD0565.The modeled gravity was interpolated from observed gravity values.
 RD0565
 RD0565;                    North         East    Units  Estimated Accuracy
 RD0565;SPC OR N     -   235,060.    2,315,020.      MT  (+/- 180 meters Scaled)
 RD0565
 RD0565                          SUPERSEDED SURVEY CONTROL
 RD0565
 RD0565  NGVD 29 (??/??/92)   18.497  (m)           60.69   (f) ADJ UNCH    1 2
 RD0565
 RD0565.Superseded values are not recommended for survey control.
 RD0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0565.See file dsdata.txt to determine how the superseded data were derived.
 RD0565
 RD0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER094671(NAD 83)
 RD0565_MARKER: Q = CHISELED SQUARE
 RD0565_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD0565_SP_SET: CURB
 RD0565_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0565
 RD0565  HISTORY     - Date     Condition        Report By
 RD0565  HISTORY     - UNK      MONUMENTED       PG+E
 RD0565  HISTORY     - 1941     GOOD             NGS
 RD0565  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 RD0565  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 RD0565
 RD0565                          STATION DESCRIPTION
 RD0565
 RD0565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 RD0565'IN SCAPPOOSE.
 RD0565'AT SCAPPOOSE, COLUMBIA COUNTY, IN THE CURB AT THE NORTHWEST CORNER OF
 RD0565'COLUMBIA AVENUE AND THE COLUMBIA RIVER HIGHWAY AND ON LINE WITH THE
 RD0565'FRONT FACE OF THE FIRST NATIONAL BANK BUILDING.  A CHISELED SQUARE.
 RD0565
 RD0565                          STATION RECOVERY (1989)
 RD0565
 RD0565'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RD0565'MARK NOT FOUND.
 RD0565
 RD0565                          STATION RECOVERY (1990)
 RD0565
 RD0565'RECOVERY NOTE BY US POWER SQUADRON 1990 (FV)
 RD0565'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0585 ***********************************************************************
 RB0585  DESIGNATION -  590 A
 RB0585  PID         -  RB0585
 RB0585  STATE/COUNTY-  OR/UMATILLA
 RB0585  USGS QUAD   -  HERMISTON (1993)
 RB0585
 RB0585                         *CURRENT SURVEY CONTROL
 RB0585  ___________________________________________________________________
 RB0585* NAD 83(1986)-  45 48 06.     (N)    119 18 53.     (W)     SCALED    
 RB0585* NAVD 88     -       181.691  (meters)     596.10   (feet)  ADJUSTED  
 RB0585  ___________________________________________________________________
 RB0585  GEOID HEIGHT-         -21.75  (meters)                     GEOID03
 RB0585  DYNAMIC HT  -         181.687 (meters)     596.08  (feet)  COMP
 RB0585  MODELED GRAV-     980,589.0   (mgal)                       NAVD 88
 RB0585
 RB0585  VERT ORDER  -  SECOND    CLASS 0
 RB0585
 RB0585.The horizontal coordinates were scaled from a topographic map and have
 RB0585.an estimated accuracy of +/- 6 seconds.
 RB0585
 RB0585.The orthometric height was determined by differential leveling
 RB0585.and adjusted in June 1991.
 RB0585
 RB0585.The geoid height was determined by GEOID03.
 RB0585
 RB0585.The dynamic height is computed by dividing the NAVD 88
 RB0585.geopotential number by the normal gravity value computed on the
 RB0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0585.degrees latitude (g = 980.6199 gals.).
 RB0585
 RB0585.The modeled gravity was interpolated from observed gravity values.
 RB0585
 RB0585;                    North         East    Units  Estimated Accuracy
 RB0585;SPC OR N     -   237,930.    2,592,140.      MT  (+/- 180 meters Scaled)
 RB0585
 RB0585                          SUPERSEDED SURVEY CONTROL
 RB0585
 RB0585  NGVD 29 (??/??/92)  180.673  (m)          592.76   (f) ADJ UNCH    2 0
 RB0585
 RB0585.Superseded values are not recommended for survey control.
 RB0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0585.See file dsdata.txt to determine how the superseded data were derived.
 RB0585
 RB0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL201746(NAD 83)
 RB0585_MARKER: P = PIPE CAP
 RB0585_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RB0585_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RB0585_STAMPING: 590 A
 RB0585_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RB0585
 RB0585  HISTORY     - Date     Condition        Report By
 RB0585  HISTORY     - UNK      MONUMENTED       USGS
 RB0585  HISTORY     - 1959     GOOD             NGS
 RB0585
 RB0585                          STATION DESCRIPTION
 RB0585
 RB0585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RB0585'0.6 MI NW FROM HINKLE.
 RB0585'0.5 MILE NORTHWEST ALONG THE UNION PACIFIC RAILROAD VIA HERMISTON FROM
 RB0585'THE STATION AT HINKLE, THENCE 0.1 MILE EAST ALONG A GRAVEL ROAD, IN AN
 RB0585'OPEN FIELD, 173 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD, 1.2
 RB0585'FEET SOUTH OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND
 RB0585'RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.5 FOOT ABOVE THE
 RB0585'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0595 ***********************************************************************
 RB0595  DESIGNATION -  591
 RB0595  PID         -  RB0595
 RB0595  STATE/COUNTY-  OR/UMATILLA
 RB0595  USGS QUAD   -  STANFIELD (1983)
 RB0595
 RB0595                         *CURRENT SURVEY CONTROL
 RB0595  ___________________________________________________________________
 RB0595* NAD 83(1986)-  45 46 50.     (N)    119 13 25.     (W)     SCALED    
 RB0595* NAVD 88     -       181.423  (meters)     595.22   (feet)  ADJUSTED  
 RB0595  ___________________________________________________________________
 RB0595  GEOID HEIGHT-         -21.66  (meters)                     GEOID03
 RB0595  DYNAMIC HT  -         181.416 (meters)     595.20  (feet)  COMP
 RB0595  MODELED GRAV-     980,578.4   (mgal)                       NAVD 88
 RB0595
 RB0595  VERT ORDER  -  SECOND    CLASS 0
 RB0595
 RB0595.The horizontal coordinates were scaled from a topographic map and have
 RB0595.an estimated accuracy of +/- 6 seconds.
 RB0595
 RB0595.The orthometric height was determined by differential leveling
 RB0595.and adjusted in June 1991.
 RB0595
 RB0595.The geoid height was determined by GEOID03.
 RB0595
 RB0595.The dynamic height is computed by dividing the NAVD 88
 RB0595.geopotential number by the normal gravity value computed on the
 RB0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0595.degrees latitude (g = 980.6199 gals.).
 RB0595
 RB0595.The modeled gravity was interpolated from observed gravity values.
 RB0595
 RB0595;                    North         East    Units  Estimated Accuracy
 RB0595;SPC OR N     -   235,690.    2,599,260.      MT  (+/- 180 meters Scaled)
 RB0595
 RB0595                          SUPERSEDED SURVEY CONTROL
 RB0595
 RB0595  NGVD 29 (??/??/92)  180.409  (m)          591.89   (f) ADJ UNCH    2 0
 RB0595
 RB0595.Superseded values are not recommended for survey control.
 RB0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0595.See file dsdata.txt to determine how the superseded data were derived.
 RB0595
 RB0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL271720(NAD 83)
 RB0595_MARKER: P = PIPE CAP
 RB0595_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RB0595_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RB0595_STAMPING: 591 A 1899
 RB0595_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RB0595_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RB0595+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2007
 RB0595
 RB0595  HISTORY     - Date     Condition        Report By
 RB0595  HISTORY     - 1899     MONUMENTED       USGS
 RB0595  HISTORY     - 1936     GOOD             NGS
 RB0595  HISTORY     - 1967     GOOD             NGS
 RB0595  HISTORY     - 20070125 GOOD             INDIV
 RB0595
 RB0595                          STATION DESCRIPTION
 RB0595
 RB0595'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 RB0595'IN STANFIELD.
 RB0595'AT STANFIELD, UMATILLA COUNTY, ON THE UNION PACIFIC RAILROAD, ABOUT
 RB0595'387 FEET NORTHWEST OF THE NORTHWEST END OF THE STATION, 36.5 FEET WEST
 RB0595'OF THE WEST CORNER OF THE FARMERS NATIONAL WAREHOUSE COOPERATIVE CO.
 RB0595'BUILDING, 18.7 FEET NORTHEAST OF THE CENTERLINE OF THE MAIN TRACK, 9.3
 RB0595'FEET SOUTHWEST OF THE CENTERLINE OF THE SIDETRACK, IN THE CINDER
 RB0595'BALLAST, AND ABOUT 1/2 FOOT LOWER THAN THE ROADBED.  A UNITED STATES
 RB0595'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 591 A 1899 AND RIVETED ON THE
 RB0595'TOP OF A 3-1/2 INCH IRON PIPE.
 RB0595
 RB0595                          STATION RECOVERY (1967)
 RB0595
 RB0595'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 RB0595'RECOVERED IN GOOD CONDITION.
 RB0595
 RB0595                          STATION RECOVERY (2007)
 RB0595
 RB0595'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007
 RB0595'AT STANFIELD, UMATILLA COUNTY, OREGON, ALONG THE UNION PACIFIC
 RB0595'RAILROAD, APPROXIMATELY 320 FEET NORTHWEST OF THE CENTER OF THE COE
 RB0595'AVENUE CROSSING OF THE UNION PACIFIC RAILROAD, 70.5 FEET NORTHWEST OF
 RB0595'A DERAIL SWITCH ON THE SPUR RAILROAD TRACK LEADING TO
 RB0595' THE BUCKEYE GAS PRODUCTS WHOLESALE PROPANE GAS FACILITY, 9.3 FEET
 RB0595'SOUTHWEST OF THE CENTER OF THE SPUR TRACK, 18.7 FEET NORTHEAST OF THE
 RB0595'CENTER OF THE UNION PACIFIC MAINLINE TRACK, ABOUT ONE FOOT LOWER THAN
 RB0595'THE MAINLINE ROADBED, A U. S. GEOLOGICAL SURVEY TABLET, SET AND MARKED
 RB0595'AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0784 ***********************************************************************
 PC0784  DESIGNATION -  5956=JUNIPER
 PC0784  PID         -  PC0784
 PC0784  STATE/COUNTY-  OR/LANE
 PC0784  USGS QUAD   -  GROUNDHOG MTN (1997)
 PC0784
 PC0784                         *CURRENT SURVEY CONTROL
 PC0784  ___________________________________________________________________
 PC0784* NAD 83(1991)-  43 33 42.34463(N)    122 19 29.21273(W)     ADJUSTED  
 PC0784* NAVD 88     -      1813.7    (meters)    5950.     (feet)  VERTCON   
 PC0784  ___________________________________________________________________
 PC0784  LAPLACE CORR-           8.50  (seconds)                    DEFLEC99
 PC0784  GEOID HEIGHT-         -22.15  (meters)                     GEOID03
 PC0784  HORZ ORDER  -  THIRD
 PC0784
 PC0784.The horizontal coordinates were established by classical geodetic methods
 PC0784.and adjusted by the National Geodetic Survey in October 1991.
 PC0784
 PC0784.The NAVD 88 height was computed by applying the VERTCON shift value to
 PC0784.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PC0784
 PC0784.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC0784
 PC0784.The geoid height was determined by GEOID03.
 PC0784
 PC0784;                    North         East     Units Scale Factor Converg.
 PC0784;SPC OR S     -   212,120.230 1,352,592.006   MT  0.99991812   -1 14 54.3
 PC0784;SPC OR S     -   695,932.51  4,437,637.81   iFT  0.99991812   -1 14 54.3
 PC0784;UTM  10      - 4,823,422.070   554,531.992   MT  0.99963658   +0 27 55.2
 PC0784
 PC0784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC0784!SPC OR S     -   0.99971915  x   0.99991812  =   0.99963729
 PC0784!UTM  10      -   0.99971915  x   0.99963658  =   0.99935583
 PC0784
 PC0784:                Primary Azimuth Mark                     Grid Az
 PC0784:SPC OR S     -  BEARBONES                                263 56 10.4
 PC0784:UTM  10      -  BEARBONES                                262 13 20.9
 PC0784
 PC0784|---------------------------------------------------------------------|
 PC0784| PID    Reference Object                     Distance      Geod. Az  |
 PC0784|                                                           dddmmss.s |
 PC0784| PC0884 BEARBONES                           APPROX.15.5 KM 2624116.1 |
 PC0784|---------------------------------------------------------------------|
 PC0784
 PC0784                          SUPERSEDED SURVEY CONTROL
 PC0784
 PC0784  NAD 83(1986)-  43 33 42.35185(N)    122 19 29.22516(W) AD(       ) 3
 PC0784  NAD 27      -  43 33 42.91350(N)    122 19 25.08090(W) AD(       ) 3
 PC0784  NGVD 29 (07/19/86) 1812.4    (m)         5946.     (f) VERT ANG    3  
 PC0784
 PC0784.Superseded values are not recommended for survey control.
 PC0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0784.See file dsdata.txt to determine how the superseded data were derived.
 PC0784
 PC0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP5453223422(NAD 83)
 PC0784_MARKER: DS = TRIANGULATION STATION DISK
 PC0784_SETTING: 66 = SET IN ROCK OUTCROP
 PC0784_SP_SET: SET IN A ROCK LEDGE
 PC0784_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PC0784+STABILITY: POSITION/ELEVATION WELL
 PC0784
 PC0784  HISTORY     - Date     Condition        Report By
 PC0784  HISTORY     - 1916     MONUMENTED       USGS
 PC0784  HISTORY     - 1934     GOOD             USGS
 PC0784  HISTORY     - 1953     GOOD             USGS
 PC0784  HISTORY     - 1955     GOOD             USGS
 PC0784
 PC0784                          STATION DESCRIPTION
 PC0784
 PC0784'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 PC0784'RECOVERED AS DESCRIBED BY USGS.  STATION MARK STAMPED, RM 2
 PC0784'WAS NOT FOUND AND WAS REPLACED.
 PC0784'
 PC0784'STATION MARK--STANDARD TABLET STAMPED---1916---, CEMENTED IN ROCK
 PC0784'LEDGE.
 PC0784'
 PC0784'RM 2--CHISELED CROSS IN LEDGE ESE.
 PC0784
 PC0784                          STATION RECOVERY (1953)
 PC0784
 PC0784'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953 (CTH)
 PC0784'THE STATION IS ABOUT 14.0 MILES SOUTHEAST OF OAKRIDGE, 1.0 MILE
 PC0784'NORTH OF THE LOGGER BUTTE LOOKOUT TOWER, AND ON THE HIGHEST POINT
 PC0784'OF A BRUSH COVERED RIDGE KNOWN AS JUNIPER RIDGE, BETWEEN THE
 PC0784'MIDDLE FORK OF THE WILLAMETTE RIVER AND HILLS CREEK.
 PC0784'
 PC0784'TO REACH THE STATION FROM THE JUNCTION OF VIADUCT STREET AND
 PC0784'U.S. HIGHWAY 58 IN OAKRIDGE.  GO EAST ON U.S. HIGHWAY 58 FOR 1.6
 PC0784'MILES TO AN OVERPASS OVER THE PRIVATE ROAD OF THE POPE-TALBOT
 PC0784'LUMBER CO.  TURN SHARP LEFT AFTER CROSSING THE OVERPASS AND GO
 PC0784'0.15 MILE.  TURN SHARP LEFT AND FOLLOW THE MAIN ROAD FOR 10.1
 PC0784'MILES TO A SIDE ROAD LEFT AND A SIGN JUNIPER TRAIL.  TURN LEFT
 PC0784'AND GO 0.1 MILE TO A ROAD FORK.  TAKE THE RIGHT ROAD FOR 4.85
 PC0784'MILES TO A ROAD FORK.  TAKE THE RIGHT FORK FOR 0.9 MILE TO A
 PC0784'ROAD FORK.  TAKE THE LEFT ROAD FOR 0.3 MILE TO A ROAD FORK.
 PC0784'TAKE THE LEFT ROAD FOR 1.45 MILES TO A ROAD FORK.  TAKE THE
 PC0784'RIGHT FORK FOR 0.7 MILE TO A CORRAL AND THE END OF TRUCK TRAVEL.
 PC0784'FROM HERE FOLLOW THE JUNIPER TRAIL EASTERLY FOR ABOUT 1.5
 PC0784'HOURS TO THE THIRD TRIANGULAR BLAZE ON A LARGE FIR TREE.  BEAR
 PC0784'LEFT UP THE HILL FOR ABOUT 10 MINUTES TO THE TOP OF THE HILL
 PC0784'AND THE STATION.
 PC0784'
 PC0784'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK SET
 PC0784'IN DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE GROUND, AND THE
 PC0784'DISK IS STAMPED 1916 5956 FT.  IT IS 7 FEET NORTHWEST OF AND 3
 PC0784'FEET LOWER THAN THE HIGHEST POINT.
 PC0784'
 PC0784'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN BEDROCK THAT IS
 PC0784'FLUSH WITH THE GROUND, AND THE DISK IS STAMPED JUNIPER USGS NO 1
 PC0784'1953.  IT IS 8 FEET EAST OF AND 2 FEET LOWER THAN THE HIGHEST
 PC0784'POINT.
 PC0784'
 PC0784'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A DRILL HOLE IN
 PC0784'BEDROCK THAT PROJECTS 18 INCHES ON THE SOUTH SIDE AND IS FLUSH ON
 PC0784'THE NORTH SIDE, AND THE DISK IS STAMPED JUNIPER USGS NO 2
 PC0784'1953.  IT IS 18 INCHES LOWER THAN THE STATION AND ON THE CREST
 PC0784'OF THE RIDGE.
 PC0784'
 PC0784'THE AZIMUTH MARK IS A STANDARD DISK SET IN A DRILL HOLE IN A
 PC0784'BOULDER THAT PROJECTS 2 FEET, AND THE DISK IS STAMPED JUNIPER
 PC0784'USGS 1953.
 PC0784
 PC0784                          STATION RECOVERY (1955)
 PC0784
 PC0784'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 PC0784'RECOVERED AS DESCRIBED BY USGS.  RMS NOT OBSERVED.  RECOVERED BY
 PC0784'NGS IN 1953.  THEIR DESCRIPTION FOLLOWS.
 PC0784'
 PC0784'LOCATED ABOUT 14 MI SE. OF OAKRIDGE, 1 MI N. OF LOGGER BUTTE.  ON
 PC0784'HIGHEST POINT OF BRUSH-COVERED RIDGE KNOWN AS JUNIPER RIDGE,
 PC0784'BETWEEN MIDDLE FORK WILLAMETTE RIVER AND HILLS CREEK.
 PC0784'
 PC0784'TO REACH FROM JCT. OF VIADUCT STREET AND U.S. HWY. 58 N OAKRIDGE,
 PC0784'GO 1.6 MI E. OF U.S. HWY. 58 TO OVERPASS OVER PRIVATE RD. OF
 PC0784'POPE-TALBOT LUMBER CO.  TURN SHARP LEFT AFTER CROSSING OVERPASS
 PC0784'0.15 MI.  TURN SHARP LEFT FOLLOWING MAIN RD. 10.1 MI TO SIDE RD.
 PC0784'LEFT AND SIGN JUNIPER TRAIL.  TURN LEFT 0.1 MI TO A RD. FORK.
 PC0784'TAKE RIGHT RD. 4.85 MI TO RD. FORK.  TAKE RIGHT FORK 0.9 MI TO RD.
 PC0784'FORK.  TAKE LEFT RD. 0.3 MI TO RD. FORK.  TAKE LEFT RD. 1.45 MI TO
 PC0784'RD. FORK.  TAKE RIGHT FORK 0.7 MI TO CORRAL AND END OF TRUCK
 PC0784'TRAVEL.  FOLLOW JUNIPER TRAIL EASTERLY ABOUT 1.5 HOURS TO THIRD
 PC0784'TRIANGULAR BLAZE ON LARGE FIR TREE.  BEAR LEFT UPHILL ABOUT 10
 PC0784'MINUTES TO TOP OF HILL AND STATION.
 PC0784'
 PC0784'STATION MARK--STANDARD TABLET STAMPED---1916 5956 FT---, IN DRILL
 PC0784'HOLE IN BEDROCK FLUSH WITH GROUND, 7 FT. NW. OF AND 3 FT. LOWER
 PC0784'THAN HIGHEST POINT.
 PC0784'
 PC0784'RM 1--NGS DISK STAMPED---JUNIPER USGS NO 1 1953---, IN BEDROCK
 PC0784'FLUSH WITH GROUND, 8 FT. E. OF AND 2 FT. LOWER THAN HIGHEST POINT.
 PC0784'
 PC0784'RM 2--NGS DISK STAMPED---JUNIPER USGS NO 2 1953---, IN DRILL HOLE
 PC0784'IN BEDROCK PROJECTING 18 INCHES ON SOUTH SIDE AND FLUSH ON NORTH
 PC0784'SIDE, 18 INCHES LOWER THAN STATION ON CREST OF RIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AJ8152 ***********************************************************************
 AJ8152  DESIGNATION -  5S1W13E
 AJ8152  PID         -  AJ8152
 AJ8152  STATE/COUNTY-  OR/CLACKAMAS
 AJ8152  USGS QUAD   -  YODER (1985)
 AJ8152
 AJ8152                         *CURRENT SURVEY CONTROL
 AJ8152  ___________________________________________________________________
 AJ8152* NAD 83(2007)-  45 08 11.32451(N)    122 44 37.30475(W)     ADJUSTED  
 AJ8152* NAVD 88     -        58.6    (meters)     192.     (feet)  GPS OBS   
 AJ8152  ___________________________________________________________________
 AJ8152  EPOCH DATE  -        2007.00
 AJ8152  X           -  -2,437,688.998 (meters)                     COMP
 AJ8152  Y           -  -3,790,728.672 (meters)                     COMP
 AJ8152  Z           -   4,498,085.731 (meters)                     COMP
 AJ8152  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 AJ8152  ELLIP HEIGHT-          35.522 (meters)          (02/10/07) ADJUSTED
 AJ8152  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 AJ8152
 AJ8152  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ8152  Type    PID    Designation                      North   East  Ellip
 AJ8152  -------------------------------------------------------------------
 AJ8152  NETWORK AJ8152 5S1W13E                           0.92   0.61   2.84
 AJ8152  -------------------------------------------------------------------
 AJ8152
 AJ8152.The horizontal coordinates were established by GPS observations
 AJ8152.and adjusted by the National Geodetic Survey in February 2007.
 AJ8152
 AJ8152.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ8152.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ8152.The horizontal coordinates are valid at the epoch date displayed above.
 AJ8152.The epoch date for horizontal control is a decimal equivalence
 AJ8152.of Year/Month/Day.
 AJ8152
 AJ8152.The orthometric height was determined by GPS observations and a
 AJ8152.high-resolution geoid model.
 AJ8152
 AJ8152.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8152
 AJ8152.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8152
 AJ8152.The ellipsoidal height was determined by GPS observations
 AJ8152.and is referenced to NAD 83.
 AJ8152
 AJ8152.The geoid height was determined by GEOID03.
 AJ8152
 AJ8152;                    North         East     Units Scale Factor Converg.
 AJ8152;SPC OR N     -   165,777.652 2,323,553.437   MT  0.99989474   -1 35 28.3
 AJ8152;SPC OR N     -   543,889.93  7,623,206.81   iFT  0.99989474   -1 35 28.3
 AJ8152;UTM  10      - 4,998,143.621   520,152.680   MT  0.99960499   +0 10 54.0
 AJ8152
 AJ8152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8152!SPC OR N     -   0.99999443  x   0.99989474  =   0.99988917
 AJ8152!UTM  10      -   0.99999443  x   0.99960499  =   0.99959942
 AJ8152
 AJ8152                          SUPERSEDED SURVEY CONTROL
 AJ8152
 AJ8152  NAD 83(1998)-  45 08 11.32253(N)    122 44 37.30675(W) AD(       ) B
 AJ8152  ELLIP H (02/26/02)   35.527  (m)                       GP(       ) 3 2
 AJ8152
 AJ8152.Superseded values are not recommended for survey control.
 AJ8152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8152.See file dsdata.txt to determine how the superseded data were derived.
 AJ8152
 AJ8152_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ2015398144(NAD 83)
 AJ8152_MARKER: DD = SURVEY DISK
 AJ8152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8152_STAMPING: T5S R1W R1E S13 S18 2000
 AJ8152_MARK LOGO: OR-005
 AJ8152_PROJECTION: RECESSED 23 CENTIMETERS
 AJ8152_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ8152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8152+STABILITY: SURFACE MOTION
 AJ8152_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8152+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2000
 AJ8152
 AJ8152  HISTORY     - Date     Condition        Report By
 AJ8152  HISTORY     - 20000707 MONUMENTED       OR-005
 AJ8152
 AJ8152                          STATION DESCRIPTION
 AJ8152
 AJ8152'DESCRIBED BY CLACKAMAS COUNTY OREGON 2000 (CRC)
 AJ8152'THE STATION IS LOCATED ABOUT 42.5 KM (26.4 MI) SOUTH OF PORTLAND, 13.0
 AJ8152'KM (8.1 MI) WEST OF
 AJ8152'MOLALLA,  AT THE EAST QUARTER-SECTION CORNER OF SECTION 13, T. 5 S.,
 AJ8152'R. 1 W., W.M.
 AJ8152'OWNERSHIP - CLACKAMAS COUNTY RIGHT-OF-WAY.
 AJ8152' 
 AJ8152'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 211
 AJ8152'AND 213 IN MOLALLA,  GO WEST ON STATE HIGHWAY 211 FOR 14.3 KM (8.9 MI)
 AJ8152'TO THE JUNCTION OF MERIDIAN ROAD.  TURN LEFT, SOUTH, ON MERIDIAN ROAD
 AJ8152'FOR 0.8 KM (0.5 MI) TO
 AJ8152'THE JUNCTION OF SCHNEIDER ROAD ON LEFT.  TURN LEFT, EAST AND NORTH, ON
 AJ8152'SCHNEIDER ROAD
 AJ8152'FOR 1.1 KM (0.7 MI) TO THE STATION ON LEFT (WEST) 7.6 M (25 FT) FROM
 AJ8152'WHERE ROAD TURNS RIGHT
 AJ8152'(EAST).  THE STATION IS AT THE PI OF THE CURVE.
 AJ8152' 
 AJ8152'THE STATION IS A 9.5 CM (3.25 IN) BRONZE CAP ATTACHED TO A 6 CM (2.4
 AJ8152'IN) STAINLESS STEEL PIPE
 AJ8152'0.75 M (30 IN) IN LENGTH, EMBEDDED IN A ROUND 30 CM (12 IN) DIAMETER
 AJ8152'CONCRETE POST THAT IS 1.2
 AJ8152'M (4 FT) DEEP, THE TOP OF WHICH IS RECESSED 23 CM (9 IN) BELOW THE
 AJ8152'GROUND.  IT IS 8.8 M (29.0 FT)
 AJ8152'SOUTH FROM A 90 CM (36 IN) OAK STUMP,  AND 2.7 M (9.0 FT) EAST FROM A
 AJ8152'CLACKAMAS COUNTY
 AJ8152'MONUMENT SIGN.
 AJ8152' 
 AJ8152' 
 AJ8152' 
 AJ8152' 
 AJ8152' 
 AJ8152' 
 AJ8152'
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AJ8153 ***********************************************************************
 AJ8153  DESIGNATION -  5S2E15S
 AJ8153  PID         -  AJ8153
 AJ8153  STATE/COUNTY-  OR/CLACKAMAS
 AJ8153  USGS QUAD   -  MOLALLA (1985)
 AJ8153
 AJ8153                         *CURRENT SURVEY CONTROL
 AJ8153  ___________________________________________________________________
 AJ8153* NAD 83(2007)-  45 07 43.67234(N)    122 32 55.30302(W)     ADJUSTED  
 AJ8153* NAVD 88     -       168.9    (meters)     554.     (feet)  GPS OBS   
 AJ8153  ___________________________________________________________________
 AJ8153  EPOCH DATE  -        2007.00
 AJ8153  X           -  -2,425,141.004 (meters)                     COMP
 AJ8153  Y           -  -3,799,578.860 (meters)                     COMP
 AJ8153  Z           -   4,497,561.852 (meters)                     COMP
 AJ8153  LAPLACE CORR-           4.27  (seconds)                    DEFLEC99
 AJ8153  ELLIP HEIGHT-         146.064 (meters)          (02/10/07) ADJUSTED
 AJ8153  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 AJ8153
 AJ8153  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ8153  Type    PID    Designation                      North   East  Ellip
 AJ8153  -------------------------------------------------------------------
 AJ8153  NETWORK AJ8153 5S2E15S                           1.00   0.65   3.08
 AJ8153  -------------------------------------------------------------------
 AJ8153
 AJ8153.The horizontal coordinates were established by GPS observations
 AJ8153.and adjusted by the National Geodetic Survey in February 2007.
 AJ8153
 AJ8153.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ8153.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ8153.The horizontal coordinates are valid at the epoch date displayed above.
 AJ8153.The epoch date for horizontal control is a decimal equivalence
 AJ8153.of Year/Month/Day.
 AJ8153
 AJ8153.The orthometric height was determined by GPS observations and a
 AJ8153.high-resolution geoid model.
 AJ8153
 AJ8153.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8153
 AJ8153.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8153
 AJ8153.The ellipsoidal height was determined by GPS observations
 AJ8153.and is referenced to NAD 83.
 AJ8153
 AJ8153.The geoid height was determined by GEOID03.
 AJ8153
 AJ8153;                    North         East     Units Scale Factor Converg.
 AJ8153;SPC OR N     -   164,516.998 2,338,863.392   MT  0.99989482   -1 27 10.5
 AJ8153;SPC OR N     -   539,753.93  7,673,436.33   iFT  0.99989482   -1 27 10.5
 AJ8153;UTM  10      - 4,997,357.430   535,489.933   MT  0.99961549   +0 19 11.4
 AJ8153
 AJ8153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8153!SPC OR N     -   0.99997710  x   0.99989482  =   0.99987192
 AJ8153!UTM  10      -   0.99997710  x   0.99961549  =   0.99959260
 AJ8153
 AJ8153                          SUPERSEDED SURVEY CONTROL
 AJ8153
 AJ8153  NAD 83(1998)-  45 07 43.67044(N)    122 32 55.30489(W) AD(       ) B
 AJ8153  ELLIP H (02/26/02)  146.070  (m)                       GP(       ) 3 2
 AJ8153
 AJ8153.Superseded values are not recommended for survey control.
 AJ8153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8153.See file dsdata.txt to determine how the superseded data were derived.
 AJ8153
 AJ8153_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ3549097357(NAD 83)
 AJ8153_MARKER: DD = SURVEY DISK
 AJ8153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8153_STAMPING: T5S R2E 1/4 15 22 2000
 AJ8153_MARK LOGO: OR-005
 AJ8153_PROJECTION: FLUSH
 AJ8153_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ8153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8153+STABILITY: SURFACE MOTION
 AJ8153_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8153+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2000
 AJ8153
 AJ8153  HISTORY     - Date     Condition        Report By
 AJ8153  HISTORY     - 20000614 MONUMENTED       OR-005
 AJ8153
 AJ8153                          STATION DESCRIPTION
 AJ8153
 AJ8153'DESCRIBED BY CLACKAMAS COUNTY OREGON 2000 (CRC)
 AJ8153'THE STATION IS LOCATED ABOUT 44.2 KM (27.5 MI) SOUTH-SOUTHEAST OF
 AJ8153'PORTLAND, 3.2 KM (2.0 MI)
 AJ8153'SOUTHEAST OF MOLALLA,  AT THE SOUTH QUARTER-SECTION CORNER OF SECTION
 AJ8153'15,
 AJ8153'T. 5 S., R. 2 E., W.M.  OWNERSHIP - CITY OF MOLALLA, 117 N. MOLALLA
 AJ8153'AVENUE, MOLALLA, OR,
 AJ8153'97038,  PHONE 503-829-9500.
 AJ8153' 
 AJ8153'TO REACH THE STATION FROM THE INTERSECTION OF  STATE HIGHWAYS 211
 AJ8153'AND 213 IN MOLALLA,  GO EAST ON HIGHWAY 211 FOR 3.5 KM (2.2 MI) TO
 AJ8153'THE JUNCTION OF MATHIAS ROAD ON RIGHT.  TURN RIGHT, SOUTHERLY, ON
 AJ8153'MATHIAS ROAD
 AJ8153'FOR 0.5 KM (0.3 MI) TO THE JUNCTION OF FEYRER PARK ROAD (DICKEY
 AJ8153'PRAIRIE ROAD ON
 AJ8153'SIGN POST) ON THE LEFT.  TURN LEFT, EASTERLY, ON FEYRER PARK ROAD
 AJ8153'FOR 1.1 KM (0.7 MI) TO THE JUNCTION OF ADAMS CEMETERY ROAD ON THE
 AJ8153'RIGHT.  TURN
 AJ8153'RIGHT, SOUTH, ON ADAMS CEMETERY ROAD FOR 1.0 KM (0.6 MI) TO THE
 AJ8153'JUNCTION OF MOLALLA
 AJ8153'FOREST ROAD.  TURN LEFT, EASTERLY, ON MOLALLA FOREST ROAD FOR 76 M
 AJ8153'(250 FT) TO A GATE.  GO
 AJ8153'EASTERLY CONTINUING ON MOLALLA FOREST ROAD PAST THE GATE FOR 0.2 KM
 AJ8153'(0.15 MI) TO THE
 AJ8153'WEST END OF THE MINIATURE AIRPLANE AIR PARK ON THE LEFT AND AN UNPAVED
 AJ8153'ROAD
 AJ8153'ON THE RIGHT.  TURN RIGHT, SOUTHERLY, ON THE UNPAVED SIDE ROAD FOR 0.2
 AJ8153'KM (0.15 MI) TO
 AJ8153'WHERE ROAD GOES LEFT BUT THE UNPAVED SIDE ROAD GOES STRAIGHT.
 AJ8153'CONTINUE STRAIGHT,
 AJ8153'SOUTHERLY, ON THE UNPAVED SIDE ROAD FOR 0.2 KM (0.1 MI) TO A
 AJ8153'T-INTERSECTION.  TURN
 AJ8153'RIGHT, WESTERLY, ON THE UNPAVED SIDE ROAD  FOR 76 M (250 FT) TO THE
 AJ8153'STATION ON LEFT .
 AJ8153' 
 AJ8153'THE STATION IS A 9.5 CM (3.25 IN) BRONZE CAP ATTACHED TOA 6 CM (2.4
 AJ8153'IN) STAINLESS STEEL PIPE
 AJ8153'0.75 M (30 IN) IN LENGTH, EMBEDDED IN A ROUND 30 CM (12 IN) DIAMETER
 AJ8153'CONCRETE POST THAT IS 1.2
 AJ8153'M (4 FT) DEEP, THE TOP OF WHICH IS FLUSH WITH THE GROUND.  IT IS 6.0 M
 AJ8153'(20.0 FT) SOUTH FROM
 AJ8153'THE ROAD, AND 0.6 M (2 FT) NORTH OF A CLACKAMAS COUNTY MONUMENT SIGN.
 AJ8153' 
 AJ8153' 
 AJ8153' 
 AJ8153' 
 AJ8153' 
 AJ8153' 
 AJ8153' 
 AJ8153' 
 AJ8153'
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AJ8154 ***********************************************************************
 AJ8154  DESIGNATION -  5S3E3E
 AJ8154  PID         -  AJ8154
 AJ8154  STATE/COUNTY-  OR/CLACKAMAS
 AJ8154  USGS QUAD   -  COLTON (1985)
 AJ8154
 AJ8154                         *CURRENT SURVEY CONTROL
 AJ8154  ___________________________________________________________________
 AJ8154* NAD 83(2007)-  45 09 53.49712(N)    122 24 51.67040(W)     ADJUSTED  
 AJ8154* NAVD 88     -       268.7    (meters)     882.     (feet)  GPS OBS   
 AJ8154  ___________________________________________________________________
 AJ8154  EPOCH DATE  -        2007.00
 AJ8154  X           -  -2,414,740.182 (meters)                     COMP
 AJ8154  Y           -  -3,802,915.633 (meters)                     COMP
 AJ8154  Z           -   4,500,459.489 (meters)                     COMP
 AJ8154  LAPLACE CORR-           7.33  (seconds)                    DEFLEC99
 AJ8154  ELLIP HEIGHT-         246.059 (meters)          (02/10/07) ADJUSTED
 AJ8154  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 AJ8154
 AJ8154  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ8154  Type    PID    Designation                      North   East  Ellip
 AJ8154  -------------------------------------------------------------------
 AJ8154  NETWORK AJ8154 5S3E3E                            0.98   0.65   2.98
 AJ8154  -------------------------------------------------------------------
 AJ8154
 AJ8154.The horizontal coordinates were established by GPS observations
 AJ8154.and adjusted by the National Geodetic Survey in February 2007.
 AJ8154
 AJ8154.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ8154.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ8154.The horizontal coordinates are valid at the epoch date displayed above.
 AJ8154.The epoch date for horizontal control is a decimal equivalence
 AJ8154.of Year/Month/Day.
 AJ8154
 AJ8154.The orthometric height was determined by GPS observations and a
 AJ8154.high-resolution geoid model.
 AJ8154
 AJ8154.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8154
 AJ8154.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8154
 AJ8154.The ellipsoidal height was determined by GPS observations
 AJ8154.and is referenced to NAD 83.
 AJ8154
 AJ8154.The geoid height was determined by GEOID03.
 AJ8154
 AJ8154;                    North         East     Units Scale Factor Converg.
 AJ8154;SPC OR N     -   168,264.076 2,349,522.761   MT  0.99989458   -1 21 27.5
 AJ8154;SPC OR N     -   552,047.49  7,708,408.01   iFT  0.99989458   -1 21 27.5
 AJ8154;UTM  10      - 5,001,431.365   546,025.388   MT  0.99962605   +0 24 55.1
 AJ8154
 AJ8154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8154!SPC OR N     -   0.99996142  x   0.99989458  =   0.99985601
 AJ8154!UTM  10      -   0.99996142  x   0.99962605  =   0.99958749
 AJ8154
 AJ8154                          SUPERSEDED SURVEY CONTROL
 AJ8154
 AJ8154  NAD 83(1998)-  45 09 53.49524(N)    122 24 51.67214(W) AD(       ) B
 AJ8154  ELLIP H (02/26/02)  246.066  (m)                       GP(       ) 3 2
 AJ8154
 AJ8154.Superseded values are not recommended for survey control.
 AJ8154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8154.See file dsdata.txt to determine how the superseded data were derived.
 AJ8154
 AJ8154_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER4602501431(NAD 83)
 AJ8154_MARKER: DD = SURVEY DISK
 AJ8154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8154_STAMPING: T5S R3E 1/4 S3 S2 2000
 AJ8154_MARK LOGO: OR-005
 AJ8154_PROJECTION: RECESSED 28 CENTIMETERS
 AJ8154_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ8154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8154+STABILITY: SURFACE MOTION
 AJ8154_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8154+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2000
 AJ8154
 AJ8154  HISTORY     - Date     Condition        Report By
 AJ8154  HISTORY     - 20000713 MONUMENTED       OR-005
 AJ8154
 AJ8154                          STATION DESCRIPTION
 AJ8154
 AJ8154'DESCRIBED BY CLACKAMAS COUNTY OREGON 2000 (CRC)
 AJ8154'THE STATION IS LOCATED ABOUT 44.1 KM (27.4 MI) SOUTH-SOUTHEAST OF
 AJ8154'PORTLAND, 12.9 KM (8.0 MI)
 AJ8154'EAST OF MOLALLA IN THE MIDDLE OF GRAYS HILL ROAD, AT THE EAST
 AJ8154'QUARTER-SECTION CORNER OF
 AJ8154'SECTION 3, T. 5 S., R. 3 E., W.M.  OWNERSHIP - CLACKAMAS COUNTY
 AJ8154'RIGHT-OF-WAY.
 AJ8154' 
 AJ8154'TO REACH THE STATION FROM THE U.S. POST OFFICE IN COLTON,  GO EASTERLY
 AJ8154'ON STATE HIGHWAY
 AJ8154'211 FOR 0.6 KM (0.35 MI) TO THE JUNCTION OF SCHIEFFER ROAD ON RIGHT.
 AJ8154'TURN RIGHT, EASTERLY,
 AJ8154'ON SCHIEFFER ROAD FOR 1.2 KM (0.7 MI) TO THE JUNCTION OF GRAYS HILL
 AJ8154'ROAD.   TURN RIGHT,
 AJ8154'SOUTH, ON GRAYS HILL ROAD FOR 0.8 KM (0.5 MI) TO THE STATION IN A
 AJ8154'MONUMENT WELL IN THE
 AJ8154'MIDDLE OF THE ROAD 0.2 KM (0.1 MI) SOUTH OF CRESTVIEW DRIVE.
 AJ8154' 
 AJ8154'THE STATION IS A 9.5 CM (3.25 IN) BRONZE CAP ATTACHED TO A 6 CM (2.4
 AJ8154'IN) STAINLESS STEEL PIPE
 AJ8154'0.75 M (30 IN) IN LENGTH, EMBEDDED IN A ROUND 30 CM (12 IN) DIAMETER
 AJ8154'CONCRETE POST THAT IS 1.2
 AJ8154'M (4 FT) DEEP, THE TOP OF WHICH IS RECESSED 28 CM (11 IN) BELOW THE
 AJ8154'TOP OF AND ENCASED IN A
 AJ8154'30 CM (12 IN) CAST IRON MONUMENT WELL WITH COVER THAT IS FLUSH WITH
 AJ8154'THE ROAD SURFACE.  IT
 AJ8154'IS 6.0 M (19.0 FT) EAST OF A CLACKAMAS COUNTY MONUMENT SIGN.
 AJ8154' 
 AJ8154'STANDARD PRECAUTIONS MUST BE TAKEN IN TRAFFIC CONTROL
 AJ8154'PROCEDURES AS THE STATION IS IN THE MIDDLE OF GRAYS HILL ROAD
 AJ8154' 
 AJ8154' 
 AJ8154' 
 AJ8154' 
 AJ8154' 
 AJ8154'
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0903 ***********************************************************************
 QD0903  DESIGNATION -  6
 QD0903  PID         -  QD0903
 QD0903  STATE/COUNTY-  OR/DESCHUTES
 QD0903  USGS QUAD   -  BEND AIRPORT (1962)
 QD0903
 QD0903                         *CURRENT SURVEY CONTROL
 QD0903  ___________________________________________________________________
 QD0903* NAD 83(1986)-  44 02 30.     (N)    121 09 48.     (W)     SCALED    
 QD0903* NAVD 88     -      1089.197  (meters)    3573.47   (feet)  ADJUSTED  
 QD0903  ___________________________________________________________________
 QD0903  GEOID HEIGHT-         -20.83  (meters)                     GEOID03
 QD0903  DYNAMIC HT  -        1088.777 (meters)    3572.10  (feet)  COMP
 QD0903  MODELED GRAV-     980,195.5   (mgal)                       NAVD 88
 QD0903
 QD0903  VERT ORDER  -  FIRST     CLASS II
 QD0903
 QD0903.The horizontal coordinates were scaled from a topographic map and have
 QD0903.an estimated accuracy of +/- 6 seconds.
 QD0903
 QD0903.The orthometric height was determined by differential leveling
 QD0903.and adjusted in June 1991.
 QD0903
 QD0903.The geoid height was determined by GEOID03.
 QD0903
 QD0903.The dynamic height is computed by dividing the NAVD 88
 QD0903.geopotential number by the normal gravity value computed on the
 QD0903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0903.degrees latitude (g = 980.6199 gals.).
 QD0903
 QD0903.The modeled gravity was interpolated from observed gravity values.
 QD0903
 QD0903;                    North         East    Units  Estimated Accuracy
 QD0903;SPC OR S     -   264,040.    1,446,830.      MT  (+/- 180 meters Scaled)
 QD0903
 QD0903                          SUPERSEDED SURVEY CONTROL
 QD0903
 QD0903  NGVD 29 (??/??/92) 1088.048  (m)         3569.70   (f) ADJ UNCH    1 2
 QD0903
 QD0903.Superseded values are not recommended for survey control.
 QD0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0903.See file dsdata.txt to determine how the superseded data were derived.
 QD0903
 QD0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP471781(NAD 83)
 QD0903_MARKER: DD = SURVEY DISK
 QD0903_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QD0903_SP_SET: CULVERT
 QD0903_STAMPING: 6 1927 3570
 QD0903_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0903
 QD0903  HISTORY     - Date     Condition        Report By
 QD0903  HISTORY     - 1927     MONUMENTED       ORDT
 QD0903  HISTORY     - 1943     GOOD             NGS
 QD0903
 QD0903                          STATION DESCRIPTION
 QD0903
 QD0903'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QD0903'7.45 MI SE FROM BEND.
 QD0903'THIS MARK IS ABOUT 7.45 MILES SOUTHEAST ALONG U.S. HIGHWAY 20 FROM THE
 QD0903'RAILWAY STATION AT BEND, DESCHUTES COUNTY, SET IN THE TOP OF THE WEST
 QD0903'END OF THE SOUTH HEADWALL OF A 20 FOOT CULVERT OVER A CREEK, 18.0 FEET
 QD0903'SOUTH OF THE CENTER LINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0257 ***********************************************************************
 PB0257  DESIGNATION -  6
 PB0257  PID         -  PB0257
 PB0257  STATE/COUNTY-  OR/KLAMATH
 PB0257  USGS QUAD   -  GRASS WELL (1982)
 PB0257
 PB0257                         *CURRENT SURVEY CONTROL
 PB0257  ___________________________________________________________________
 PB0257* NAD 83(1986)-  43 28 17.     (N)    121 24 01.     (W)     SCALED    
 PB0257* NAVD 88     -      1418.616  (meters)    4654.24   (feet)  ADJUSTED  
 PB0257  ___________________________________________________________________
 PB0257  GEOID HEIGHT-         -20.91  (meters)                     GEOID03
 PB0257  DYNAMIC HT  -        1417.874 (meters)    4651.81  (feet)  COMP
 PB0257  MODELED GRAV-     980,046.9   (mgal)                       NAVD 88
 PB0257
 PB0257  VERT ORDER  -  SECOND    CLASS 0
 PB0257
 PB0257.The horizontal coordinates were scaled from a topographic map and have
 PB0257.an estimated accuracy of +/- 6 seconds.
 PB0257
 PB0257.The orthometric height was determined by differential leveling
 PB0257.and adjusted in June 1991.
 PB0257
 PB0257.The geoid height was determined by GEOID03.
 PB0257
 PB0257.The dynamic height is computed by dividing the NAVD 88
 PB0257.geopotential number by the normal gravity value computed on the
 PB0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0257.degrees latitude (g = 980.6199 gals.).
 PB0257
 PB0257.The modeled gravity was interpolated from observed gravity values.
 PB0257
 PB0257;                    North         East    Units  Estimated Accuracy
 PB0257;SPC OR S     -   200,870.    1,427,160.      MT  (+/- 180 meters Scaled)
 PB0257
 PB0257                          SUPERSEDED SURVEY CONTROL
 PB0257
 PB0257  NGVD 29 (??/??/92) 1417.346  (m)         4650.08   (f) ADJ UNCH    2 0
 PB0257
 PB0257.Superseded values are not recommended for survey control.
 PB0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0257.See file dsdata.txt to determine how the superseded data were derived.
 PB0257
 PB0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP293144(NAD 83)
 PB0257_MARKER: DD = SURVEY DISK
 PB0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0257_STAMPING: 4650 6 1929
 PB0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0257+STABILITY: SURFACE MOTION
 PB0257
 PB0257  HISTORY     - Date     Condition        Report By
 PB0257  HISTORY     - 1929     MONUMENTED       BPR
 PB0257  HISTORY     - 1931     GOOD             NGS
 PB0257  HISTORY     - 1981     GOOD             USGS
 PB0257  HISTORY     - 19860916 GOOD             USPSQD
 PB0257
 PB0257                          STATION DESCRIPTION
 PB0257
 PB0257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 PB0257'16.1 MI SE FROM LAPINE.
 PB0257'IN KLAMATH COUNTY, ABOUT 16.1 MILES SOUTHEAST ALONG THE FREMONT
 PB0257'HIGHWAY (OREGON 31) FROM LAPINE, DESCHUTES COUNTY, AT THE EAST END OF
 PB0257'A CURVE, AND 36 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY.  A
 PB0257'UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK, STAMPED 4650 6
 PB0257'1929 AND SET IN THE TOP OF A CONCRETE POST.
 PB0257
 PB0257                          STATION RECOVERY (1981)
 PB0257
 PB0257'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 PB0257'BESWICK, 5.0 MI NE OF FROM EAST END OF SPENCER BRIDGE (ABOUT 5.8
 PB0257'MILES WEST OF KENO), GO SOUTH ON DIRT ROAD PARALLING KLAMATH RIVER,
 PB0257'8.8 MILES, ROAD BEGINS TO ANGLE, OFF DOWN CANYON WALL: CONTINUE ON
 PB0257'THE SAME ROAD 4.1 MILES TO BM 10 FEET NORTH OF ROAD, BENEATH A
 PB0257'PROMINENT TREE. MARK IS ABOUT 500 FEET NE OF THE NE CORNER OF A LARGE
 PB0257'GRASSY CLEARING AND SOME OLD FARM BUILDINGS. A USGS AL TABLET
 PB0257'CEMENTED IN A 5 X 6 FT. BOULDER 18' ABOVE THE GROUND.
 PB0257
 PB0257                          STATION RECOVERY (1986)
 PB0257
 PB0257'RECOVERY NOTE BY US POWER SQUADRON 1986 (RCC)
 PB0257'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0614 ***********************************************************************
 NY0614  DESIGNATION -  6
 NY0614  PID         -  NY0614
 NY0614  STATE/COUNTY-  OR/KLAMATH
 NY0614  USGS QUAD   -  SUN PASS (1985)
 NY0614
 NY0614                         *CURRENT SURVEY CONTROL
 NY0614  ___________________________________________________________________
 NY0614* NAD 83(1986)-  42 50 07.     (N)    121 57 07.     (W)     SCALED    
 NY0614* NAVD 88     -      1576.368  (meters)    5171.80   (feet)  POSTED    
 NY0614  ___________________________________________________________________
 NY0614  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 NY0614  DYNAMIC HT  -        1575.420 (meters)    5168.69  (feet)  COMP
 NY0614  MODELED GRAV-     979,961.0   (mgal)                       NAVD 88
 NY0614
 NY0614  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 NY0614
 NY0614.The horizontal coordinates were scaled from a topographic map and have
 NY0614.an estimated accuracy of +/- 6 seconds.
 NY0614
 NY0614.The orthometric height was determined by differential leveling
 NY0614.and adjusted by the  in 1992.
 NY0614.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 NY0614.rate of 1.1 thru 2.0 mm/km.
 NY0614
 NY0614.The geoid height was determined by GEOID03.
 NY0614
 NY0614.The dynamic height is computed by dividing the NAVD 88
 NY0614.geopotential number by the normal gravity value computed on the
 NY0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0614.degrees latitude (g = 980.6199 gals.).
 NY0614
 NY0614.The modeled gravity was interpolated from observed gravity values.
 NY0614
 NY0614;                    North         East    Units  Estimated Accuracy
 NY0614;SPC OR S     -   130,840.    1,381,310.      MT  (+/- 180 meters Scaled)
 NY0614
 NY0614                          SUPERSEDED SURVEY CONTROL
 NY0614
 NY0614  NGVD 29 (??/??/92) 1575.039  (m)         5167.44   (f) ADJ UNCH    2 0
 NY0614
 NY0614.Superseded values are not recommended for survey control.
 NY0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0614.See file dsdata.txt to determine how the superseded data were derived.
 NY0614
 NY0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN856430(NAD 83)
 NY0614_MARKER: DD = SURVEY DISK
 NY0614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0614_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NY0614_STAMPING: 5167 3077 6 1928
 NY0614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0614+STABILITY: SURFACE MOTION
 NY0614
 NY0614  HISTORY     - Date     Condition        Report By
 NY0614  HISTORY     - 1928     MONUMENTED       BPR
 NY0614  HISTORY     - 1931     GOOD             NGS
 NY0614
 NY0614                          STATION DESCRIPTION
 NY0614
 NY0614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 NY0614'1.4 MI NW FROM JCT ST HWY 232 AND US 97.
 NY0614'ABOUT 1.4 MILES NORTHWEST ALONG STATE HIGHWAY 232 FROM THE JUNCTION OF
 NY0614'THE DALLES-CALIFORNIA HIGHWAY (U.S. 97), KLAMATH COUNTY, 28 FEET
 NY0614'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ON A BANK ABOUT 5
 NY0614'FEET HIGHER THAN THE HIGHWAY.  A UNITED STATES BUREAU OF PUBLIC ROADS
 NY0614'STANDARD DISK, STAMPED 5167 3077 6 1928 AND SET IN THE TOP OF A
 NY0614'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0277 ***********************************************************************
 NZ0277  DESIGNATION -  6
 NZ0277  PID         -  NZ0277
 NZ0277  STATE/COUNTY-  OR/JACKSON
 NZ0277  USGS QUAD   -  RAGSDALE BUTTE (1989)
 NZ0277
 NZ0277                         *CURRENT SURVEY CONTROL
 NZ0277  ___________________________________________________________________
 NZ0277* NAD 83(1986)-  42 45 14.     (N)    122 52 15.     (W)     SCALED    
 NZ0277* NAVD 88     -       893.883  (meters)    2932.68   (feet)  ADJUSTED  
 NZ0277  ___________________________________________________________________
 NZ0277  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 NZ0277  DYNAMIC HT  -         893.540 (meters)    2931.56  (feet)  COMP
 NZ0277  MODELED GRAV-     980,206.5   (mgal)                       NAVD 88
 NZ0277
 NZ0277  VERT ORDER  -  SECOND    CLASS 0
 NZ0277
 NZ0277.The horizontal coordinates were scaled from a topographic map and have
 NZ0277.an estimated accuracy of +/- 6 seconds.
 NZ0277
 NZ0277.The orthometric height was determined by differential leveling
 NZ0277.and adjusted in June 1991.
 NZ0277
 NZ0277.The geoid height was determined by GEOID03.
 NZ0277
 NZ0277.The dynamic height is computed by dividing the NAVD 88
 NZ0277.geopotential number by the normal gravity value computed on the
 NZ0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0277.degrees latitude (g = 980.6199 gals.).
 NZ0277
 NZ0277.The modeled gravity was interpolated from observed gravity values.
 NZ0277
 NZ0277;                    North         East    Units  Estimated Accuracy
 NZ0277;SPC OR S     -   123,520.    1,305,950.      MT  (+/- 180 meters Scaled)
 NZ0277
 NZ0277                          SUPERSEDED SURVEY CONTROL
 NZ0277
 NZ0277  NGVD 29 (??/??/92)  892.825  (m)         2929.21   (f) ADJ UNCH    2 0
 NZ0277
 NZ0277.Superseded values are not recommended for survey control.
 NZ0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0277.See file dsdata.txt to determine how the superseded data were derived.
 NZ0277
 NZ0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN105334(NAD 83)
 NZ0277_MARKER: DD = SURVEY DISK
 NZ0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ0277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NZ0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0277+STABILITY: SURFACE MOTION
 NZ0277
 NZ0277  HISTORY     - Date     Condition        Report By
 NZ0277  HISTORY     - UNK      MONUMENTED       BPR
 NZ0277  HISTORY     - 1949     GOOD             NGS
 NZ0277  HISTORY     - 1960     GOOD             NGS
 NZ0277
 NZ0277                          STATION DESCRIPTION
 NZ0277
 NZ0277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 NZ0277'1.3 MI S FROM DIVIDE G S.
 NZ0277'1.3 MILES SOUTH ALONG STATE HIGHWAY 227 FROM DIVIDE GUARD STATION, AT
 NZ0277'THE Y JUNCTION WITH A GRAVEL ROAD LEADING NORTHWEST, 60 FEET SOUTHWEST
 NZ0277'OF THE CENTER LINE OF THE HIGHWAY, 52 1/2 FEET SOUTH OF THE CENTER
 NZ0277'LINE OF THE ROAD, 19 1/2 FEET NORTHEAST OF A 40-INCH FIR TREE, 11.0
 NZ0277'FEET WEST OF A WITNESS POST, ABOUT 5 FEET HIGHER THAN THE HIGHWAY, AND
 NZ0277'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 NZ0277'GROUND.
 NZ0277
 NZ0277                          STATION RECOVERY (1960)
 NZ0277
 NZ0277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 NZ0277'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0067 ***********************************************************************
 NZ0067  DESIGNATION -  6
 NZ0067  PID         -  NZ0067
 NZ0067  STATE/COUNTY-  OR/JACKSON
 NZ0067  USGS QUAD   -  UNION CREEK (1989)
 NZ0067
 NZ0067                         *CURRENT SURVEY CONTROL
 NZ0067  ___________________________________________________________________
 NZ0067* NAD 83(1986)-  42 58 33.     (N)    122 23 51.     (W)     SCALED    
 NZ0067* NAVD 88     -      1145.995  (meters)    3759.82   (feet)  ADJUSTED  
 NZ0067  ___________________________________________________________________
 NZ0067  GEOID HEIGHT-         -22.50  (meters)                     GEOID03
 NZ0067  DYNAMIC HT  -        1145.417 (meters)    3757.92  (feet)  COMP
 NZ0067  MODELED GRAV-     980,076.2   (mgal)                       NAVD 88
 NZ0067
 NZ0067  VERT ORDER  -  SECOND    CLASS 0
 NZ0067
 NZ0067.The horizontal coordinates were scaled from a topographic map and have
 NZ0067.an estimated accuracy of +/- 6 seconds.
 NZ0067
 NZ0067.The orthometric height was determined by differential leveling
 NZ0067.and adjusted in June 1991.
 NZ0067
 NZ0067.The geoid height was determined by GEOID03.
 NZ0067
 NZ0067.The dynamic height is computed by dividing the NAVD 88
 NZ0067.geopotential number by the normal gravity value computed on the
 NZ0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0067.degrees latitude (g = 980.6199 gals.).
 NZ0067
 NZ0067.The modeled gravity was interpolated from observed gravity values.
 NZ0067
 NZ0067;                    North         East    Units  Estimated Accuracy
 NZ0067;SPC OR S     -   147,180.    1,345,240.      MT  (+/- 180 meters Scaled)
 NZ0067
 NZ0067                          SUPERSEDED SURVEY CONTROL
 NZ0067
 NZ0067  NGVD 29 (??/??/92) 1144.757  (m)         3755.76   (f) ADJ UNCH    2 0
 NZ0067
 NZ0067.Superseded values are not recommended for survey control.
 NZ0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0067.See file dsdata.txt to determine how the superseded data were derived.
 NZ0067
 NZ0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN491583(NAD 83)
 NZ0067_MARKER: DD = SURVEY DISK
 NZ0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ0067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NZ0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0067+STABILITY: SURFACE MOTION
 NZ0067
 NZ0067  HISTORY     - Date     Condition        Report By
 NZ0067  HISTORY     - UNK      MONUMENTED       BPR
 NZ0067  HISTORY     - 1969     MARK NOT FOUND   NGS
 NZ0067
 NZ0067                          STATION DESCRIPTION
 NZ0067
 NZ0067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 NZ0067'5.6 MI NE FROM UNION CREEK.
 NZ0067'1.3 MILES NORTHEAST ALONG STATE HIGHWAY 62 FROM THE UNION CREEK RANGER
 NZ0067'STATION, THENCE 4.3 MILES NORTHEAST ALONG STATE HIGHWAY 230, AT THE
 NZ0067'SOUTH END OF A LOW FILL, 23 FEET EAST OF THE CENTER LINE OF THE
 NZ0067'HIGHWAY, 5 FEET WEST OF A DOUBLE 30-INCH SPRUCE TREE WITH ONE MARKED
 NZ0067'BY THE WHITE PAINTED LETTERS BM, ABOUT 4 FEET LOWER THAN THE ROAD, AND
 NZ0067'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 NZ0067'GROUND.  NOTE-- THE SHOULDER OF THE HIGHWAY HAS BEEN IMPROVED AT THIS
 NZ0067'MILEAGE AND THE MARK MAY BE UNDER THE FILL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3576 ***********************************************************************
 RD3576  DESIGNATION -  6
 RD3576  PID         -  RD3576
 RD3576  STATE/COUNTY-  OR/MULTNOMAH
 RD3576  USGS QUAD   -  SAUVIE ISLAND (1990)
 RD3576
 RD3576                         *CURRENT SURVEY CONTROL
 RD3576  ___________________________________________________________________
 RD3576* NAD 83(1991)-  45 39 05.01336(N)    122 46 10.16508(W)     ADJUSTED  
 RD3576* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 RD3576  ___________________________________________________________________
 RD3576  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 RD3576  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 RD3576  HORZ ORDER  -  THIRD
 RD3576
 RD3576.The horizontal coordinates were established by classical geodetic methods
 RD3576.and adjusted by the National Geodetic Survey in October 1991.
 RD3576
 RD3576.The orthometric height was scaled from a topographic map.
 RD3576
 RD3576.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3576
 RD3576.The geoid height was determined by GEOID03.
 RD3576
 RD3576;                    North         East     Units Scale Factor Converg.
 RD3576;SPC OR N     -   223,033.560 2,323,132.660   MT  0.99993005   -1 36 34.2
 RD3576;SPC OR N     -   731,737.40  7,621,826.31   iFT  0.99993005   -1 36 34.2
 RD3576;SPC WA S     -    37,897.864   323,113.258   MT  1.00004620   -1 38 54.8
 RD3576;SPC WA S     -   124,336.58  1,060,080.75   sFT  1.00004620   -1 38 54.8
 RD3576;UTM  10      - 5,055,341.842   517,960.658   MT  0.99960397   +0 09 53.4
 RD3576
 RD3576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3576!SPC OR N     -   1.00000341  x   0.99993005  =   0.99993346
 RD3576!SPC WA S     -   1.00000341  x   1.00004620  =   1.00004961
 RD3576!UTM  10      -   1.00000341  x   0.99960397  =   0.99960738
 RD3576
 RD3576:                Primary Azimuth Mark                     Grid Az
 RD3576:SPC OR N     -  4                                        028 59 24.5
 RD3576:SPC WA S     -  4                                        029 01 45.1
 RD3576:UTM  10      -  4                                        027 12 56.9
 RD3576
 RD3576|---------------------------------------------------------------------|
 RD3576| PID    Reference Object                     Distance      Geod. Az  |
 RD3576|                                                           dddmmss.s |
 RD3576| RD3596 4                                   APPROX. 0.6 KM 0272250.3 |
 RD3576| RD3591 8                                   472.918 METERS 2075544.0 |
 RD3576|---------------------------------------------------------------------|
 RD3576
 RD3576                          SUPERSEDED SURVEY CONTROL
 RD3576
 RD3576  NAD 83(1986)-  45 39 05.03251(N)    122 46 10.16644(W) AD(       ) 3
 RD3576  NAD 27      -  45 39 05.61100(N)    122 46 05.80500(W) AD(       ) 3
 RD3576
 RD3576.Superseded values are not recommended for survey control.
 RD3576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3576.See file dsdata.txt to determine how the superseded data were derived.
 RD3576
 RD3576_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1796155342(NAD 83)
 RD3576
 RD3576  HISTORY     - Date     Condition        Report By
 RD3576  HISTORY     - 1899     MONUMENTED       USE
 RD3576  HISTORY     - 1960     SEE DESCRIPTION  CGS
 RD3576  HISTORY     - 19940423 MARK NOT FOUND   USPSQD
 RD3576
 RD3576                          STATION DESCRIPTION
 RD3576
 RD3576'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (FN)
 RD3576'STATION WAS NOT RECOVERED.  THE LEVEE HAS BEEN CONSTRUCTED IN THIS
 RD3576'AREA AND IS QUITE CERTAIN THAT THE STATION HAS BEEN DESTROYED.
 RD3576'
 RD3576'STATION SHOULD BE CONSIDERED LOST.
 RD3576
 RD3576                          STATION RECOVERY (1994)
 RD3576
 RD3576'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD3576'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3590 ***********************************************************************
 RD3590  DESIGNATION -  6 2
 RD3590  PID         -  RD3590
 RD3590  STATE/COUNTY-  OR/MULTNOMAH
 RD3590  USGS QUAD   -  SAUVIE ISLAND (1990)
 RD3590
 RD3590                         *CURRENT SURVEY CONTROL
 RD3590  ___________________________________________________________________
 RD3590* NAD 83(1991)-  45 39 06.60842(N)    122 46 20.83641(W)     ADJUSTED  
 RD3590* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 RD3590  ___________________________________________________________________
 RD3590  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 RD3590  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 RD3590  HORZ ORDER  -  THIRD
 RD3590
 RD3590.The horizontal coordinates were established by classical geodetic methods
 RD3590.and adjusted by the National Geodetic Survey in October 1991.
 RD3590
 RD3590.The orthometric height was scaled from a topographic map.
 RD3590
 RD3590.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3590
 RD3590.The geoid height was determined by GEOID03.
 RD3590
 RD3590;                    North         East     Units Scale Factor Converg.
 RD3590;SPC OR N     -   223,089.276 2,322,903.094   MT  0.99993011   -1 36 41.7
 RD3590;SPC OR N     -   731,920.20  7,621,073.14   iFT  0.99993011   -1 36 41.7
 RD3590;SPC WA S     -    37,953.743   322,883.703   MT  1.00004607   -1 39 02.5
 RD3590;SPC WA S     -   124,519.91  1,059,327.62   sFT  1.00004607   -1 39 02.5
 RD3590;UTM  10      - 5,055,390.407   517,729.552   MT  0.99960386   +0 09 45.8
 RD3590
 RD3590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3590!SPC OR N     -   1.00000278  x   0.99993011  =   0.99993289
 RD3590!SPC WA S     -   1.00000278  x   1.00004607  =   1.00004885
 RD3590!UTM  10      -   1.00000278  x   0.99960386  =   0.99960664
 RD3590
 RD3590:                Primary Azimuth Mark                     Grid Az
 RD3590:SPC OR N     -  7                                        102 42 31.3
 RD3590:SPC WA S     -  7                                        102 44 52.1
 RD3590:UTM  10      -  7                                        100 56 03.8
 RD3590
 RD3590|---------------------------------------------------------------------|
 RD3590| PID    Reference Object                     Distance      Geod. Az  |
 RD3590|                                                           dddmmss.s |
 RD3590| RD3586 7                                   APPROX. 0.8 KM 1010549.6 |
 RD3590|---------------------------------------------------------------------|
 RD3590
 RD3590                          SUPERSEDED SURVEY CONTROL
 RD3590
 RD3590  NAD 83(1986)-  45 39 06.62762(N)    122 46 20.83775(W) AD(       ) 3
 RD3590  NAD 27      -  45 39 07.20600(N)    122 46 16.47400(W) AD(       ) 3
 RD3590
 RD3590.Superseded values are not recommended for survey control.
 RD3590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3590.See file dsdata.txt to determine how the superseded data were derived.
 RD3590
 RD3590_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1773055390(NAD 83)
 RD3590
 RD3590  HISTORY     - Date     Condition        Report By
 RD3590  HISTORY     - UNK      MONUMENTED       USE
 RD3590  HISTORY     - 1960     SEE DESCRIPTION  CGS
 RD3590
 RD3590                          STATION DESCRIPTION
 RD3590
 RD3590'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (FN)
 RD3590'STATION WAS NOT RECOVERED.  A SEARCH WAS MADE THEN INQUIRIES
 RD3590'WERE MADE OF LOCAL PEOPLE.
 RD3590'
 RD3590'STATION SHOULD BE CLASSIFIED AS LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0610 ***********************************************************************
 NW0610  DESIGNATION -  6 BKC
 NW0610  PID         -  NW0610
 NW0610  STATE/COUNTY-  OR/MALHEUR
 NW0610  USGS QUAD   -  SKULL CREEK (1980)
 NW0610
 NW0610                         *CURRENT SURVEY CONTROL
 NW0610  ___________________________________________________________________
 NW0610* NAD 83(1986)-  42 41 52.     (N)    117 20 32.     (W)     SCALED    
 NW0610* NAVD 88     -      1387.251  (meters)    4551.34   (feet)  ADJUSTED  
 NW0610  ___________________________________________________________________
 NW0610  GEOID HEIGHT-         -17.56  (meters)                     GEOID03
 NW0610  DYNAMIC HT  -        1386.460 (meters)    4548.74  (feet)  COMP
 NW0610  MODELED GRAV-     980,002.1   (mgal)                       NAVD 88
 NW0610
 NW0610  VERT ORDER  -  SECOND    CLASS 0
 NW0610
 NW0610.The horizontal coordinates were scaled from a topographic map and have
 NW0610.an estimated accuracy of +/- 6 seconds.
 NW0610
 NW0610.The orthometric height was determined by differential leveling
 NW0610.and adjusted in August 1995.
 NW0610
 NW0610.The geoid height was determined by GEOID03.
 NW0610
 NW0610.The dynamic height is computed by dividing the NAVD 88
 NW0610.geopotential number by the normal gravity value computed on the
 NW0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0610.degrees latitude (g = 980.6199 gals.).
 NW0610
 NW0610.The modeled gravity was interpolated from observed gravity values.
 NW0610
 NW0610;                    North         East    Units  Estimated Accuracy
 NW0610;SPC OR S     -   119,420.    1,758,670.      MT  (+/- 180 meters Scaled)
 NW0610
 NW0610                          SUPERSEDED SURVEY CONTROL
 NW0610
 NW0610.No superseded survey control is available for this station.
 NW0610
 NW0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH719273(NAD 83)
 NW0610_MARKER: DB = BENCH MARK DISK
 NW0610_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0610_SP_SET: COPPER-CLAD STEEL ROD
 NW0610_STAMPING: 6 BKC 1973 4548
 NW0610_MARK LOGO: USGS  
 NW0610_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0610_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0610_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0610+SATELLITE: SATELLITE OBSERVATIONS - 1973
 NW0610
 NW0610  HISTORY     - Date     Condition        Report By
 NW0610  HISTORY     - 1973     MONUMENTED       USGS
 NW0610
 NW0610                          STATION DESCRIPTION
 NW0610
 NW0610'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 NW0610'FROM ROME, OREGON PROCEED 20.3 MILES SOUTH AND SOUTHEAST ALONG A
 NW0610'TRACK ROAD, AT A PROMINENT T-ROAD INTERSECTION, 51 FEET SOUTH OF THE
 NW0610'CENTERLINE OF THE ROAD, 43 FEET WEST OF THE CENTERLINE OF THE JOINING
 NW0610'ROAD, SET ON A 5/8-INCH COPPER-COATED ROD DRIVEN TO REFUSAL (ROD
 NW0610'DEPTH UNKNOWN), ENCASED IN 6-INCH DRAINPIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2687 ***********************************************************************
 QE2687  DESIGNATION -  6 KJO
 QE2687  PID         -  QE2687
 QE2687  STATE/COUNTY-  OR/LINCOLN
 QE2687  USGS QUAD   -  HARLAN (1984)
 QE2687
 QE2687                         *CURRENT SURVEY CONTROL
 QE2687  ___________________________________________________________________
 QE2687* NAD 83(1986)-  44 33 12.     (N)    123 40 08.     (W)     SCALED    
 QE2687* NAVD 88     -       110.994  (meters)     364.15   (feet)  ADJUSTED  
 QE2687  ___________________________________________________________________
 QE2687  GEOID HEIGHT-         -22.17  (meters)                     GEOID03
 QE2687  DYNAMIC HT  -         110.990 (meters)     364.14  (feet)  COMP
 QE2687  MODELED GRAV-     980,585.0   (mgal)                       NAVD 88
 QE2687
 QE2687  VERT ORDER  -  SECOND    CLASS I
 QE2687
 QE2687.The horizontal coordinates were scaled from a topographic map and have
 QE2687.an estimated accuracy of +/- 6 seconds.
 QE2687
 QE2687.The orthometric height was determined by differential leveling
 QE2687.and adjusted in August 1995.
 QE2687
 QE2687.The geoid height was determined by GEOID03.
 QE2687
 QE2687.The dynamic height is computed by dividing the NAVD 88
 QE2687.geopotential number by the normal gravity value computed on the
 QE2687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE2687.degrees latitude (g = 980.6199 gals.).
 QE2687
 QE2687.The modeled gravity was interpolated from observed gravity values.
 QE2687
 QE2687;                    North         East    Units  Estimated Accuracy
 QE2687;SPC OR N     -   103,470.    2,248,290.      MT  (+/- 180 meters Scaled)
 QE2687
 QE2687                          SUPERSEDED SURVEY CONTROL
 QE2687
 QE2687.No superseded survey control is available for this station.
 QE2687
 QE2687_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ468335(NAD 83)
 QE2687_MARKER: DB = BENCH MARK DISK
 QE2687_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QE2687_SP_SET: BRIDGE WINGWALL
 QE2687_STAMPING: 6 KJO 1979 361
 QE2687_MARK LOGO: USGS  
 QE2687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE2687+STABILITY: SURFACE MOTION
 QE2687
 QE2687  HISTORY     - Date     Condition        Report By
 QE2687  HISTORY     - 1979     MONUMENTED       USGS
 QE2687
 QE2687                          STATION DESCRIPTION
 QE2687
 QE2687'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 QE2687'3.6 KM (2.25 MI) NE FROM HARLAN.
 QE2687'HARLAN, 2.25 MI NE OF.  95 FT E OF CENTERLINE OF RD TO HARLAN, 20 FT
 QE2687'W OF WESTERN BANK OF CREEK, 10 FT S OF USFS ROAD 30-20, 2 FT S OF
 QE2687'BRIDGE RAIL, 1.5 FT N OF SOUTHERN END OF SW WINGWALL OF BRIDGE.
 QE2687'THE MARK IS ABOVE LEVEL WITH ROAD TO HARLAN.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0777 ***********************************************************************
 PA0777  DESIGNATION -  6 LRC
 PA0777  PID         -  PA0777
 PA0777  STATE/COUNTY-  OR/HARNEY
 PA0777  USGS QUAD   -  LOCUST BUTTE (1984)
 PA0777
 PA0777                         *CURRENT SURVEY CONTROL
 PA0777  ___________________________________________________________________
 PA0777* NAD 83(1986)-  43 10 26.     (N)    119 52 55.     (W)     SCALED    
 PA0777* NAVD 88     -      1512.629  (meters)    4962.68   (feet)  ADJUSTED  
 PA0777  ___________________________________________________________________
 PA0777  GEOID HEIGHT-         -19.85  (meters)                     GEOID03
 PA0777  DYNAMIC HT  -        1511.791 (meters)    4959.93  (feet)  COMP
 PA0777  MODELED GRAV-     980,012.6   (mgal)                       NAVD 88
 PA0777
 PA0777  VERT ORDER  -  SECOND    CLASS 0
 PA0777
 PA0777.The horizontal coordinates were scaled from a topographic map and have
 PA0777.an estimated accuracy of +/- 6 seconds.
 PA0777
 PA0777.The orthometric height was determined by differential leveling
 PA0777.and adjusted in August 1995.
 PA0777
 PA0777.The geoid height was determined by GEOID03.
 PA0777
 PA0777.The dynamic height is computed by dividing the NAVD 88
 PA0777.geopotential number by the normal gravity value computed on the
 PA0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0777.degrees latitude (g = 980.6199 gals.).
 PA0777
 PA0777.The modeled gravity was interpolated from observed gravity values.
 PA0777
 PA0777;                    North         East    Units  Estimated Accuracy
 PA0777;SPC OR S     -   167,610.    1,550,250.      MT  (+/- 180 meters Scaled)
 PA0777
 PA0777                          SUPERSEDED SURVEY CONTROL
 PA0777
 PA0777.No superseded survey control is available for this station.
 PA0777
 PA0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKH657841(NAD 83)
 PA0777_MARKER: DB = BENCH MARK DISK
 PA0777_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PA0777+WITH SETTING: INFORMATION.
 PA0777_SP_SET: METAL ROD DRIVEN INTO GROUND
 PA0777_STAMPING: 6 LRC 1970 4959
 PA0777_MARK LOGO: USGS  
 PA0777_MAGNETIC: I = MARKER IS A STEEL ROD
 PA0777_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PA0777
 PA0777  HISTORY     - Date     Condition        Report By
 PA0777  HISTORY     - 1970     MONUMENTED       USGS
 PA0777
 PA0777                          STATION DESCRIPTION
 PA0777
 PA0777'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 PA0777'FROM WAGONTIRE, OREGON, PROCEED 4.5 MILES SOUTHWEST ALONG U S HIGHWAY
 PA0777'395 TO DRY VALLEY ROAD, THENCE 1.7 MILES SOUTH ALONG DRY VALLEY ROAD
 PA0777'TO A LONG CURVE TO THE EAST, 180 FEET WEST OF AN EARTH DAM, 41 FEET
 PA0777'SOUTHWEST OF THE CENTERLINE OF THE ROAD, 3 FEET NORTHEAST OF A
 PA0777'WITNESS POST.  THE ROD DEPTH IS UNKNOWN AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0114 ***********************************************************************
 PC0114  DESIGNATION -  6 M
 PC0114  PID         -  PC0114
 PC0114  STATE/COUNTY-  OR/DOUGLAS
 PC0114  USGS QUAD   -  HAMAKER BUTTE (1985)
 PC0114
 PC0114                         *CURRENT SURVEY CONTROL
 PC0114  ___________________________________________________________________
 PC0114* NAD 83(1986)-  43 05 26.     (N)    122 18 19.     (W)     SCALED    
 PC0114* NAVD 88     -      1344.686  (meters)    4411.69   (feet)  ADJUSTED  
 PC0114  ___________________________________________________________________
 PC0114  GEOID HEIGHT-         -22.09  (meters)                     GEOID03
 PC0114  DYNAMIC HT  -        1343.947 (meters)    4409.27  (feet)  COMP
 PC0114  MODELED GRAV-     980,024.3   (mgal)                       NAVD 88
 PC0114
 PC0114  VERT ORDER  -  SECOND    CLASS 0
 PC0114
 PC0114.The horizontal coordinates were scaled from a topographic map and have
 PC0114.an estimated accuracy of +/- 6 seconds.
 PC0114
 PC0114.The orthometric height was determined by differential leveling
 PC0114.and adjusted in June 1991.
 PC0114
 PC0114.The geoid height was determined by GEOID03.
 PC0114
 PC0114.The dynamic height is computed by dividing the NAVD 88
 PC0114.geopotential number by the normal gravity value computed on the
 PC0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0114.degrees latitude (g = 980.6199 gals.).
 PC0114
 PC0114.The modeled gravity was interpolated from observed gravity values.
 PC0114
 PC0114;                    North         East    Units  Estimated Accuracy
 PC0114;SPC OR S     -   159,750.    1,353,040.      MT  (+/- 180 meters Scaled)
 PC0114
 PC0114                          SUPERSEDED SURVEY CONTROL
 PC0114
 PC0114  NGVD 29 (??/??/92) 1343.379  (m)         4407.40   (f) ADJ UNCH    2 0
 PC0114
 PC0114.Superseded values are not recommended for survey control.
 PC0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0114.See file dsdata.txt to determine how the superseded data were derived.
 PC0114
 PC0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN565711(NAD 83)
 PC0114_MARKER: DD = SURVEY DISK
 PC0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PC0114_STAMPING: 6 M 4407 1933
 PC0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0114+STABILITY: SURFACE MOTION
 PC0114
 PC0114  HISTORY     - Date     Condition        Report By
 PC0114  HISTORY     - 1933     MONUMENTED       USGS
 PC0114  HISTORY     - 1949     GOOD             NGS
 PC0114  HISTORY     - 20030725 GOOD             USPSQD
 PC0114
 PC0114                          STATION DESCRIPTION
 PC0114
 PC0114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 PC0114'12.9 MI SW FROM DIAMOND LAKE.
 PC0114'3.2 MILES SOUTH ALONG STATE HIGHWAY 209 FROM THE POST OFFICE AT
 PC0114'DIAMOND LAKE, THENCE 9.7 MILES SOUTHWEST ALONG STATE HIGHWAY 230, 45.0
 PC0114'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 9.9 FEET NORTHWEST OF A
 PC0114'WITNESS POST, 7 FEET SOUTHEAST OF AN 18-INCH FIR TREE MARKED BY THE
 PC0114'WHITE PAINTED LETTERS USPBM 4406.9, ABOUT 3 FEET HIGHER THAN THE
 PC0114'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT
 PC0114'ABOVE THE GROUND.
 PC0114
 PC0114                          STATION RECOVERY (2003)
 PC0114
 PC0114'RECOVERY NOTE BY US POWER SQUADRON 2003 (DH)
 PC0114'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0304 ***********************************************************************
 QE0304  DESIGNATION -  6 M
 QE0304  PID         -  QE0304
 QE0304  STATE/COUNTY-  OR/LANE
 QE0304  USGS QUAD   -  VIDA (1988)
 QE0304
 QE0304                         *CURRENT SURVEY CONTROL
 QE0304  ___________________________________________________________________
 QE0304* NAD 83(1986)-  44 08 48.     (N)    122 34 17.     (W)     SCALED    
 QE0304* NAVD 88     -       239.794  (meters)     786.72   (feet)  ADJUSTED  
 QE0304  ___________________________________________________________________
 QE0304  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 QE0304  DYNAMIC HT  -         239.748 (meters)     786.57  (feet)  COMP
 QE0304  MODELED GRAV-     980,421.2   (mgal)                       NAVD 88
 QE0304
 QE0304  VERT ORDER  -  FIRST     CLASS II
 QE0304
 QE0304.The horizontal coordinates were scaled from a topographic map and have
 QE0304.an estimated accuracy of +/- 6 seconds.
 QE0304
 QE0304.The orthometric height was determined by differential leveling
 QE0304.and adjusted in June 1991.
 QE0304
 QE0304.The geoid height was determined by GEOID03.
 QE0304
 QE0304.The dynamic height is computed by dividing the NAVD 88
 QE0304.geopotential number by the normal gravity value computed on the
 QE0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0304.degrees latitude (g = 980.6199 gals.).
 QE0304
 QE0304.The modeled gravity was interpolated from observed gravity values.
 QE0304
 QE0304;                    North         East    Units  Estimated Accuracy
 QE0304;SPC OR S     -   277,550.    1,334,280.      MT  (+/- 180 meters Scaled)
 QE0304
 QE0304                          SUPERSEDED SURVEY CONTROL
 QE0304
 QE0304  NGVD 29 (??/??/92)  238.667  (m)          783.03   (f) ADJ UNCH    1 2
 QE0304
 QE0304.Superseded values are not recommended for survey control.
 QE0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0304.See file dsdata.txt to determine how the superseded data were derived.
 QE0304
 QE0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP342882(NAD 83)
 QE0304_MARKER: DD = SURVEY DISK
 QE0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0304_STAMPING: 6 M 1927
 QE0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0304+STABILITY: SURFACE MOTION
 QE0304
 QE0304  HISTORY     - Date     Condition        Report By
 QE0304  HISTORY     - 1927     MONUMENTED       USGS
 QE0304  HISTORY     - 1943     GOOD             NGS
 QE0304  HISTORY     - 1987     MARK NOT FOUND   NGS
 QE0304  HISTORY     - 1989     GOOD             USPSQD
 QE0304
 QE0304                          STATION DESCRIPTION
 QE0304
 QE0304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QE0304'IN VIDA.
 QE0304'ABOUT 0.1 MILE NORTHEAST OF THE POST OFFICE AT VIDA, ON THE GATE CREEK
 QE0304'ROAD, ABOUT 200 FEET NORTH OF THE BRIDGE ON U.S. HIGHWAY 28 OVER GATE
 QE0304'CREEK, AT THE SOUTHEAST CORNER OF A VEHICLE GATE, 40.0 FEET WEST OF
 QE0304'THE CREEK, 31.0 FEET EAST OF THE CENTER LINE OF THE GATE CREEK ROAD,
 QE0304'PROJECTING ABOUT 4-INCHES ABOVE THE GROUND, 2.0 FEET NORTH OF A WHITE
 QE0304'REFERENCE POST.
 QE0304
 QE0304                          STATION RECOVERY (1987)
 QE0304
 QE0304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE0304'AFTER A THOROUGH SEARCH NO EVIDENCE OF THE MARK WAS FOUND.
 QE0304
 QE0304                          STATION RECOVERY (1989)
 QE0304
 QE0304'RECOVERY NOTE BY US POWER SQUADRON 1989 (JW)
 QE0304'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0115 ***********************************************************************
 PC0115  DESIGNATION -  6 M RESET
 PC0115  PID         -  PC0115
 PC0115  STATE/COUNTY-  OR/DOUGLAS
 PC0115  USGS QUAD   -  HAMAKER BUTTE (1985)
 PC0115
 PC0115                         *CURRENT SURVEY CONTROL
 PC0115  ___________________________________________________________________
 PC0115* NAD 83(1986)-  43 05 26.     (N)    122 18 19.     (W)     SCALED    
 PC0115* NAVD 88     -      1345.31   (meters)    4413.7    (feet)  RESET     
 PC0115  ___________________________________________________________________
 PC0115  GEOID HEIGHT-         -22.09  (meters)                     GEOID03
 PC0115  VERT ORDER  -  THIRD
 PC0115
 PC0115.The horizontal coordinates were scaled from a topographic map and have
 PC0115.an estimated accuracy of +/- 6 seconds.
 PC0115
 PC0115.The orthometric height was computed from unverified reset data.
 PC0115
 PC0115.The geoid height was determined by GEOID03.
 PC0115
 PC0115;                    North         East    Units  Estimated Accuracy
 PC0115;SPC OR S     -   159,750.    1,353,040.      MT  (+/- 180 meters Scaled)
 PC0115
 PC0115                          SUPERSEDED SURVEY CONTROL
 PC0115
 PC0115.No superseded survey control is available for this station.
 PC0115
 PC0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN565711(NAD 83)
 PC0115_MARKER: DB = BENCH MARK DISK
 PC0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PC0115_STAMPING: 6 M USGS RESET 1969
 PC0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0115+STABILITY: SURFACE MOTION
 PC0115
 PC0115  HISTORY     - Date     Condition        Report By
 PC0115  HISTORY     - 1969     MONUMENTED       CGS
 PC0115  HISTORY     - 1969     GOOD             NGS
 PC0115  HISTORY     - 1981     GOOD             LOCSUR
 PC0115
 PC0115                          STATION DESCRIPTION
 PC0115
 PC0115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 PC0115'13.0 MI SW FROM DIAMOND LAKE.
 PC0115'REACHED FROM THE DIAMOND LAKE POST OFFICE GO SOUTHEAST FOR 0.2 MILE TO
 PC0115'STATE HIGHWAY 138, TURN RIGHT AND GO SOUTHEAST ON STATE HIGHWAY 138
 PC0115'FOR 1.2 MILES TO THE DIAMOND LAKE INFORMATION CENTER ON THE LEFT,
 PC0115'CONTINUE SOUTHEAST ON THE HIGHWAY FOR 2.2 MILES TO THE JUNCTION WITH
 PC0115'STATE HIGHWAY 230, TURN RIGHT AND GO SOUTHWEST, TOWARD MEDFORD, ON
 PC0115'STATE HIGHWAY 230 FOR 9.4 MILES TO THE BENCH MARK ON THE RIGHT, 15.5
 PC0115'MILES NORTHEAST OF THE UNION CREEK RANGER STATION, 4.0 MILES NORTHEAST
 PC0115'OF THE CONCRETE BRIDGE OVER MUIR CREEK, 0.3 MILE NORTHEAST OF MILE
 PC0115'POST NO. 14, 86 FEET NORTH OF THE CENTER OF STATE HIGHWAY 230, 6 FEET
 PC0115'NORTHWEST OF AN 18-INCH PINE TREE WITH A T.B.M. SET IN THE BASE, 1
 PC0115'FOOT EAST OF A METAL WITNESS POST, AND 2 FEET HIGHER THAN THE HIGHWAY
 PC0115'AT STATION 754+90, (PLUS OR MINUS), SET IN A 10-INCH SQUARE CONCRETE
 PC0115'MONUMENT THAT PROJECTS 5 INCHES.
 PC0115
 PC0115                          STATION RECOVERY (1981)
 PC0115
 PC0115'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 PC0115'ON GATE CREEK ROAD, 300' NORTHERLY OF HIGHWAY 126, 31' EASTERLY OF
 PC0115'THE ROAD, 40' WESTERLY OF THE CREEK, AND NEAR THE SOUTHEAST CORNER OF
 PC0115'A 2' WOODEN FENCE, IS A BRASS CAP STAMPED '6 M 1927 RESET 1966.
 PC0115'TAGGED 16' DOUGLAS FIR S 38 DEGREE EAST AT 6.5 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0845 ***********************************************************************
 PB0845  DESIGNATION -  6 PSM
 PB0845  PID         -  PB0845
 PB0845  STATE/COUNTY-  OR/LAKE
 PB0845  USGS QUAD   -  JACKS PLACE (1982)
 PB0845
 PB0845                         *CURRENT SURVEY CONTROL
 PB0845  ___________________________________________________________________
 PB0845* NAD 83(1986)-  43 27 32.     (N)    120 38 14.     (W)     SCALED    
 PB0845* NAVD 88     -      1334.549  (meters)    4378.43   (feet)  ADJUSTED  
 PB0845  ___________________________________________________________________
 PB0845  GEOID HEIGHT-         -20.32  (meters)                     GEOID03
 PB0845  DYNAMIC HT  -        1333.873 (meters)    4376.22  (feet)  COMP
 PB0845  MODELED GRAV-     980,067.2   (mgal)                       NAVD 88
 PB0845
 PB0845  VERT ORDER  -  THIRD
 PB0845
 PB0845.The horizontal coordinates were scaled from a topographic map and have
 PB0845.an estimated accuracy of +/- 6 seconds.
 PB0845
 PB0845.The orthometric height was determined by differential leveling
 PB0845.and adjusted in August 1995.
 PB0845
 PB0845.The geoid height was determined by GEOID03.
 PB0845
 PB0845.The dynamic height is computed by dividing the NAVD 88
 PB0845.geopotential number by the normal gravity value computed on the
 PB0845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0845.degrees latitude (g = 980.6199 gals.).
 PB0845
 PB0845.The modeled gravity was interpolated from observed gravity values.
 PB0845
 PB0845;                    North         East    Units  Estimated Accuracy
 PB0845;SPC OR S     -   199,100.    1,488,900.      MT  (+/- 180 meters Scaled)
 PB0845
 PB0845                          SUPERSEDED SURVEY CONTROL
 PB0845
 PB0845.No superseded survey control is available for this station.
 PB0845
 PB0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP911144(NAD 83)
 PB0845_MARKER: DB = BENCH MARK DISK
 PB0845_SETTING: 66 = SET IN ROCK OUTCROP
 PB0845_SP_SET: BEDROCK
 PB0845_STAMPING: 6 PSM 1978 4374
 PB0845_MARK LOGO: USGS  
 PB0845_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PB0845+STABILITY: POSITION/ELEVATION WELL
 PB0845
 PB0845  HISTORY     - Date     Condition        Report By
 PB0845  HISTORY     - 1978     MONUMENTED       USGS
 PB0845
 PB0845                          STATION DESCRIPTION
 PB0845
 PB0845'DESCRIBED BY US GEOLOGICAL SURVEY 1978
 PB0845'34.9 KM (21.70 MI) NORTH FROM CHRISTMAS VALLEY.
 PB0845'CHRISTMAS VALLEY PO, 2.0 MI E OF, THENCE 19.7 MI N ALONG MILLICAN RD.
 PB0845'IN SEC 26 T24S R17E, ON LOW RIDGE, 81 FT W OF RD, 3 FT N OF CAIRN.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0698 ***********************************************************************
 NW0698  DESIGNATION -  6 RTV
 NW0698  PID         -  NW0698
 NW0698  STATE/COUNTY-  OR/MALHEUR
 NW0698  USGS QUAD   -  JACKSON SUMMIT (1982)
 NW0698
 NW0698                         *CURRENT SURVEY CONTROL
 NW0698  ___________________________________________________________________
 NW0698* NAD 83(1986)-  42 14 15.     (N)    117 42 55.     (W)     SCALED    
 NW0698* NAVD 88     -      1607.539  (meters)    5274.07   (feet)  ADJUSTED  
 NW0698  ___________________________________________________________________
 NW0698  GEOID HEIGHT-         -18.21  (meters)                     GEOID03
 NW0698  DYNAMIC HT  -        1606.470 (meters)    5270.56  (feet)  COMP
 NW0698  MODELED GRAV-     979,899.8   (mgal)                       NAVD 88
 NW0698
 NW0698  VERT ORDER  -  SECOND    CLASS 0
 NW0698
 NW0698.The horizontal coordinates were scaled from a topographic map and have
 NW0698.an estimated accuracy of +/- 6 seconds.
 NW0698
 NW0698.The orthometric height was determined by differential leveling
 NW0698.and adjusted in August 1995.
 NW0698
 NW0698.The geoid height was determined by GEOID03.
 NW0698
 NW0698.The dynamic height is computed by dividing the NAVD 88
 NW0698.geopotential number by the normal gravity value computed on the
 NW0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0698.degrees latitude (g = 980.6199 gals.).
 NW0698
 NW0698.The modeled gravity was interpolated from observed gravity values.
 NW0698
 NW0698;                    North         East    Units  Estimated Accuracy
 NW0698;SPC OR S     -    67,230.    1,729,820.      MT  (+/- 180 meters Scaled)
 NW0698
 NW0698                          SUPERSEDED SURVEY CONTROL
 NW0698
 NW0698.No superseded survey control is available for this station.
 NW0698
 NW0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG409763(NAD 83)
 NW0698_MARKER: DB = BENCH MARK DISK
 NW0698_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0698_SP_SET: COPPER-CLAD STEEL ROD
 NW0698_STAMPING: 6 RTV 1979
 NW0698_MARK LOGO: USGS  
 NW0698_PROJECTION: FLUSH
 NW0698_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0698_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0698_ROD/PIPE-DEPTH: 3.35 meters
 NW0698
 NW0698  HISTORY     - Date     Condition        Report By
 NW0698  HISTORY     - 1979     MONUMENTED       USGS
 NW0698
 NW0698                          STATION DESCRIPTION
 NW0698
 NW0698'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 NW0698'FROM THE MCDERMITT, NEVADA POST OFFICE, PROCEED 15.3 MILES NORTH
 NW0698'ALONG U S HIGHWAY 95, THENCE 3.75 MILES EAST, 233 FEET EAST OF A
 NW0698'Y-ROAD, 126 FEET EAST OF A 3 FEET HIGH MOUND OF EARTH, 45 FEET NORTH
 NW0698'OF THE CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0003 ***********************************************************************
 QE0003  DESIGNATION -  6 S
 QE0003  PID         -  QE0003
 QE0003  STATE/COUNTY-  OR/MARION
 QE0003  USGS QUAD   -  MILL CITY NORTH (1985)
 QE0003
 QE0003                         *CURRENT SURVEY CONTROL
 QE0003  ___________________________________________________________________
 QE0003* NAD 83(1986)-  44 45 18.     (N)    122 28 39.     (W)     SCALED    
 QE0003* NAVD 88     -       253.257  (meters)     830.89   (feet)  ADJUSTED  
 QE0003  ___________________________________________________________________
 QE0003  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 QE0003  DYNAMIC HT  -         253.220 (meters)     830.77  (feet)  COMP
 QE0003  MODELED GRAV-     980,465.8   (mgal)                       NAVD 88
 QE0003
 QE0003  VERT ORDER  -  FIRST     CLASS II
 QE0003
 QE0003.The horizontal coordinates were scaled from a topographic map and have
 QE0003.an estimated accuracy of +/- 6 seconds.
 QE0003
 QE0003.The orthometric height was determined by differential leveling
 QE0003.and adjusted in June 1991.
 QE0003
 QE0003.The geoid height was determined by GEOID03.
 QE0003
 QE0003.The dynamic height is computed by dividing the NAVD 88
 QE0003.geopotential number by the normal gravity value computed on the
 QE0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0003.degrees latitude (g = 980.6199 gals.).
 QE0003
 QE0003.The modeled gravity was interpolated from observed gravity values.
 QE0003
 QE0003;                    North         East    Units  Estimated Accuracy
 QE0003;SPC OR N     -   122,850.    2,343,450.      MT  (+/- 180 meters Scaled)
 QE0003
 QE0003                          SUPERSEDED SURVEY CONTROL
 QE0003
 QE0003  NGVD 29 (??/??/92)  252.204  (m)          827.44   (f) ADJ UNCH    1 2
 QE0003
 QE0003.Superseded values are not recommended for survey control.
 QE0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0003.See file dsdata.txt to determine how the superseded data were derived.
 QE0003
 QE0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ413558(NAD 83)
 QE0003_MARKER: DD = SURVEY DISK
 QE0003_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QE0003_SP_SET: BRIDGE
 QE0003_STAMPING: 6 S 1925
 QE0003_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE0003
 QE0003  HISTORY     - Date     Condition        Report By
 QE0003  HISTORY     - 1925     MONUMENTED       USGS
 QE0003  HISTORY     - 1941     GOOD             NGS
 QE0003
 QE0003                          STATION DESCRIPTION
 QE0003
 QE0003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QE0003'IN MILL CITY.
 QE0003'MARK IS LOCATED ABOUT 90 FEET WEST OF NORTH SANTIAM HIGHWAY AT
 QE0003'CROSSING OF SOUTHERN PACIFIC CO. RAILROAD, NORTH END OF EAST PIER OF
 QE0003'RAILROAD BRIDGE OVER NORTH SANTIAN RIVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0363 ***********************************************************************
 NX0363  DESIGNATION -  6 STR
 NX0363  PID         -  NX0363
 NX0363  STATE/COUNTY-  OR/MALHEUR
 NX0363  USGS QUAD   -  GRASSY RIDGE WELL (1981)
 NX0363
 NX0363                         *CURRENT SURVEY CONTROL
 NX0363  ___________________________________________________________________
 NX0363* NAD 83(1986)-  42 43 21.     (N)    118 00 41.     (W)     SCALED    
 NX0363* NAVD 88     -      1268.347  (meters)    4161.24   (feet)  ADJUSTED  
 NX0363  ___________________________________________________________________
 NX0363  GEOID HEIGHT-         -18.48  (meters)                     GEOID03
 NX0363  DYNAMIC HT  -        1267.641 (meters)    4158.92  (feet)  COMP
 NX0363  MODELED GRAV-     980,020.2   (mgal)                       NAVD 88
 NX0363
 NX0363  VERT ORDER  -  SECOND    CLASS 0
 NX0363
 NX0363.The horizontal coordinates were scaled from a topographic map and have
 NX0363.an estimated accuracy of +/- 6 seconds.
 NX0363
 NX0363.The orthometric height was determined by differential leveling
 NX0363.and adjusted in August 1995.
 NX0363
 NX0363.The geoid height was determined by GEOID03.
 NX0363
 NX0363.The dynamic height is computed by dividing the NAVD 88
 NX0363.geopotential number by the normal gravity value computed on the
 NX0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0363.degrees latitude (g = 980.6199 gals.).
 NX0363
 NX0363.The modeled gravity was interpolated from observed gravity values.
 NX0363
 NX0363;                    North         East    Units  Estimated Accuracy
 NX0363;SPC OR S     -   120,310.    1,703,790.      MT  (+/- 180 meters Scaled)
 NX0363
 NX0363                          SUPERSEDED SURVEY CONTROL
 NX0363
 NX0363.No superseded survey control is available for this station.
 NX0363
 NX0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH171304(NAD 83)
 NX0363_MARKER: DB = BENCH MARK DISK
 NX0363_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NX0363+WITH SETTING: INFORMATION.
 NX0363_SP_SET: SHALLOW-SET METAL ROD
 NX0363_STAMPING: 6 STR 1975 4157
 NX0363_MARK LOGO: USGS  
 NX0363_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NX0363
 NX0363  HISTORY     - Date     Condition        Report By
 NX0363  HISTORY     - 1975     MONUMENTED       USGS
 NX0363
 NX0363                          STATION DESCRIPTION
 NX0363
 NX0363'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 NX0363'25.7 KM (16.00 MI) WSW FROM BURNS JUNCTION.
 NX0363'BURNS JCT, 6.5 MI S OF, ALONG US HWY 95, THENCE 1.3 MI SW ALONG
 NX0363'GRADED RD TO GATE, THENCE 1.95 MI N AND W ALONG TRACK RD TO Y-RD,
 NX0363'THENCE 5.3 MI W TO Y-RD, THENCE 1.0 MI W. 31 FT N OF CENTERLINE OF
 NX0363'RD, SET ON COPPER-COATED STEEL ROD OF UNRECORDED DEPTH, PROJECTING
 NX0363'0.3 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0770 ***********************************************************************
 QC0770  DESIGNATION -  6 TKB
 QC0770  PID         -  QC0770
 QC0770  STATE/COUNTY-  OR/BAKER
 QC0770  USGS QUAD   -  UNITY (1984)
 QC0770
 QC0770                         *CURRENT SURVEY CONTROL
 QC0770  ___________________________________________________________________
 QC0770* NAD 83(1986)-  44 25 48.     (N)    118 08 22.     (W)     SCALED    
 QC0770* NAVD 88     -      1225.785  (meters)    4021.60   (feet)  ADJUSTED  
 QC0770  ___________________________________________________________________
 QC0770  GEOID HEIGHT-         -17.56  (meters)                     GEOID03
 QC0770  DYNAMIC HT  -        1225.287 (meters)    4019.96  (feet)  COMP
 QC0770  MODELED GRAV-     980,169.7   (mgal)                       NAVD 88
 QC0770
 QC0770  VERT ORDER  -  FIRST     CLASS II
 QC0770
 QC0770.The horizontal coordinates were scaled from a topographic map and have
 QC0770.an estimated accuracy of +/- 6 seconds.
 QC0770
 QC0770.The orthometric height was determined by differential leveling
 QC0770.and adjusted in June 1991.
 QC0770
 QC0770.The geoid height was determined by GEOID03.
 QC0770
 QC0770.The dynamic height is computed by dividing the NAVD 88
 QC0770.geopotential number by the normal gravity value computed on the
 QC0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0770.degrees latitude (g = 980.6199 gals.).
 QC0770
 QC0770.The modeled gravity was interpolated from observed gravity values.
 QC0770
 QC0770;                    North         East    Units  Estimated Accuracy
 QC0770;SPC OR N     -    87,570.    2,687,930.      MT  (+/- 180 meters Scaled)
 QC0770
 QC0770                          SUPERSEDED SURVEY CONTROL
 QC0770
 QC0770.No superseded survey control is available for this station.
 QC0770
 QC0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK093202(NAD 83)
 QC0770_MARKER: DB = BENCH MARK DISK
 QC0770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0770_SP_SET: CONCRETE POST
 QC0770_STAMPING: 6 TKB 1972 4018
 QC0770_MARK LOGO: USGS  
 QC0770_PROJECTION: PROJECTING 21 CENTIMETERS
 QC0770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0770+STABILITY: SURFACE MOTION
 QC0770
 QC0770  HISTORY     - Date     Condition        Report By
 QC0770  HISTORY     - 1972     MONUMENTED       USGS
 QC0770  HISTORY     - 1985     GOOD             NGS
 QC0770
 QC0770                          STATION DESCRIPTION
 QC0770
 QC0770'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QC0770'4.2 KM (2.6 MI) SE FROM UNITY.
 QC0770'4.23 KM (2.63 MI) SOUTHEAST ALONG US HIGHWAY 26 FROM THE POST OFFICE
 QC0770'AT UNITY, ON THE OUTSIDE OF A CURVE, 0.18 KM (0.11 MI) SOUTHEAST OF
 QC0770'MILEPOST 215, 23.8 METERS (78 FT) NORTHEAST OF THE HIGHWAY CENTERLINE,
 QC0770'23.5 METERS (77 FT) SOUTHWEST OF THE CENTER OF A TRACK ROAD LEADING
 QC0770'NORTHWEST AND 1.4 METERS (4.5 FT) EAST-SOUTHEAST OF A GUYED POWER POLE
 QC0770'FOR AN OFFSET IN THE POWER LINE.
 QC0770'THE MARK IS 0.4 METERS  NW FROM  A WITNESS POST
 QC0770'THE MARK IS 1.8 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0287 ***********************************************************************
 PB0287  DESIGNATION -  60
 PB0287  PID         -  PB0287
 PB0287  STATE/COUNTY-  OR/LAKE
 PB0287  USGS QUAD   -  HOLE-IN-THE-GROUND (1982)
 PB0287
 PB0287                         *CURRENT SURVEY CONTROL
 PB0287  ___________________________________________________________________
 PB0287* NAD 83(1986)-  43 23 35.     (N)    121 13 30.     (W)     SCALED    
 PB0287* NAVD 88     -      1428.390  (meters)    4686.31   (feet)  ADJUSTED  
 PB0287  ___________________________________________________________________
 PB0287  GEOID HEIGHT-         -20.83  (meters)                     GEOID03
 PB0287  DYNAMIC HT  -        1427.622 (meters)    4683.79  (feet)  COMP
 PB0287  MODELED GRAV-     980,031.7   (mgal)                       NAVD 88
 PB0287
 PB0287  VERT ORDER  -  SECOND    CLASS 0
 PB0287
 PB0287.The horizontal coordinates were scaled from a topographic map and have
 PB0287.an estimated accuracy of +/- 6 seconds.
 PB0287
 PB0287.The orthometric height was determined by differential leveling
 PB0287.and adjusted in June 1991.
 PB0287
 PB0287.The geoid height was determined by GEOID03.
 PB0287
 PB0287.The dynamic height is computed by dividing the NAVD 88
 PB0287.geopotential number by the normal gravity value computed on the
 PB0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0287.degrees latitude (g = 980.6199 gals.).
 PB0287
 PB0287.The modeled gravity was interpolated from observed gravity values.
 PB0287
 PB0287;                    North         East    Units  Estimated Accuracy
 PB0287;SPC OR S     -   192,030.    1,441,270.      MT  (+/- 180 meters Scaled)
 PB0287
 PB0287                          SUPERSEDED SURVEY CONTROL
 PB0287
 PB0287  NGVD 29 (??/??/92) 1427.118  (m)         4682.14   (f) ADJ UNCH    2 0
 PB0287
 PB0287.Superseded values are not recommended for survey control.
 PB0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0287.See file dsdata.txt to determine how the superseded data were derived.
 PB0287
 PB0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP437059(NAD 83)
 PB0287_MARKER: DD = SURVEY DISK
 PB0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0287_STAMPING: 4682 60 1930
 PB0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0287+STABILITY: SURFACE MOTION
 PB0287
 PB0287  HISTORY     - Date     Condition        Report By
 PB0287  HISTORY     - 1930     MONUMENTED       BPR
 PB0287  HISTORY     - 1931     GOOD             NGS
 PB0287
 PB0287                          STATION DESCRIPTION
 PB0287
 PB0287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 PB0287'22.7 MI NW FROM SILVER LAKE.
 PB0287'ABOUT 22.7 MILES NORTHWEST ALONG THE FREMONT HIGHWAY (OREGON 31) FROM
 PB0287'SILVER LAKE, LAKE COUNTY, 95 FEET EAST OF SURVEY STATION 6320, AND 35
 PB0287'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY.  A UNITED STATES
 PB0287'BUREAU OF PUBLIC ROADS STANDARD DISK, STAMPED 4682 60 1930 AND SET IN
 PB0287'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0331 ***********************************************************************
 NX0331  DESIGNATION -  60 FMK
 NX0331  PID         -  NX0331
 NX0331  STATE/COUNTY-  OR/HARNEY
 NX0331  USGS QUAD   -  BALLS LAKE (1971)
 NX0331
 NX0331                         *CURRENT SURVEY CONTROL
 NX0331  ___________________________________________________________________
 NX0331* NAD 83(1986)-  42 57 39.     (N)    119 24 52.     (W)     SCALED    
 NX0331* NAVD 88     -      1574.626  (meters)    5166.09   (feet)  ADJUSTED  
 NX0331  ___________________________________________________________________
 NX0331  GEOID HEIGHT-         -19.53  (meters)                     GEOID03
 NX0331  DYNAMIC HT  -        1573.716 (meters)    5163.10  (feet)  COMP
 NX0331  MODELED GRAV-     979,986.5   (mgal)                       NAVD 88
 NX0331
 NX0331  VERT ORDER  -  SECOND    CLASS 0
 NX0331
 NX0331.The horizontal coordinates were scaled from a topographic map and have
 NX0331.an estimated accuracy of +/- 6 seconds.
 NX0331
 NX0331.The orthometric height was determined by differential leveling
 NX0331.and adjusted in August 1995.
 NX0331
 NX0331.The geoid height was determined by GEOID03.
 NX0331
 NX0331.The dynamic height is computed by dividing the NAVD 88
 NX0331.geopotential number by the normal gravity value computed on the
 NX0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0331.degrees latitude (g = 980.6199 gals.).
 NX0331
 NX0331.The modeled gravity was interpolated from observed gravity values.
 NX0331
 NX0331;                    North         East    Units  Estimated Accuracy
 NX0331;SPC OR S     -   144,330.    1,588,560.      MT  (+/- 180 meters Scaled)
 NX0331
 NX0331                          SUPERSEDED SURVEY CONTROL
 NX0331
 NX0331.No superseded survey control is available for this station.
 NX0331
 NX0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH030592(NAD 83)
 NX0331_MARKER: DB = BENCH MARK DISK
 NX0331_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NX0331_SP_SET: COPPER-CLAD STEEL ROD
 NX0331_STAMPING: 60 FMK 1970 5162
 NX0331_MARK LOGO: USGS  
 NX0331_PROJECTION: FLUSH
 NX0331_MAGNETIC: I = MARKER IS A STEEL ROD
 NX0331_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NX0331_ROD/PIPE-DEPTH: 3.05 meters
 NX0331
 NX0331  HISTORY     - Date     Condition        Report By
 NX0331  HISTORY     - 1970     MONUMENTED       USGS
 NX0331
 NX0331                          STATION DESCRIPTION
 NX0331
 NX0331'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NX0331'FROM THE WINDMILL (T29S R27E SEC 32), PROCEED 0.3 MILE SOUTH ALONG A
 NX0331'DIRT ROAD TO A ROAD FORK, THENCE 0.6 MILE NORTHEAST ALONG A DIRT ROAD
 NX0331'TO A ROAD JUNCTION, THENCE 8.7 MILES SOUTHEAST ALONG THE DIRT ROAD TO
 NX0331'MATTIES ARK AND FOSTER LAKE, AT THE FOOT OF A GRADE, 43 FEET SOUTH OF
 NX0331'THE CENTERLINE OF A Y-ROAD JUNCTION, 35 FEET SOUTH OF A WOODEN ROAD
 NX0331'SIGN THAT READS DEVILS CANYON, 3 FEET HIGHER THAN THE ROAD, WITNESS
 NX0331'POST SET AT BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0564 ***********************************************************************
 RD0564  DESIGNATION -  60.0
 RD0564  PID         -  RD0564
 RD0564  STATE/COUNTY-  OR/COLUMBIA
 RD0564  USGS QUAD   -  CHAPMAN (1990)
 RD0564
 RD0564                         *CURRENT SURVEY CONTROL
 RD0564  ___________________________________________________________________
 RD0564* NAD 83(1986)-  45 45 27.     (N)    122 52 41.     (W)     SCALED    
 RD0564* NAVD 88     -        19.569  (meters)      64.20   (feet)  POSTED    
 RD0564  ___________________________________________________________________
 RD0564  GEOID HEIGHT-         -22.49  (meters)                     GEOID03
 RD0564  DYNAMIC HT  -          19.570 (meters)      64.21  (feet)  COMP
 RD0564  MODELED GRAV-     980,640.4   (mgal)                       NAVD 88
 RD0564
 RD0564  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 RD0564
 RD0564.The horizontal coordinates were scaled from a topographic map and have
 RD0564.an estimated accuracy of +/- 6 seconds.
 RD0564
 RD0564.The orthometric height was determined by differential leveling
 RD0564.and adjusted by the  in 1992.
 RD0564.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 RD0564.rate of 1.1 thru 2.0 mm/km.
 RD0564
 RD0564.The geoid height was determined by GEOID03.
 RD0564
 RD0564.The dynamic height is computed by dividing the NAVD 88
 RD0564.geopotential number by the normal gravity value computed on the
 RD0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0564.degrees latitude (g = 980.6199 gals.).
 RD0564
 RD0564.The modeled gravity was interpolated from observed gravity values.
 RD0564
 RD0564;                    North         East    Units  Estimated Accuracy
 RD0564;SPC OR N     -   235,060.    2,315,020.      MT  (+/- 180 meters Scaled)
 RD0564
 RD0564                          SUPERSEDED SURVEY CONTROL
 RD0564
 RD0564  NGVD 29 (??/??/92)   18.552  (m)           60.87   (f) ADJ UNCH    1 2
 RD0564
 RD0564.Superseded values are not recommended for survey control.
 RD0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0564.See file dsdata.txt to determine how the superseded data were derived.
 RD0564
 RD0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER094671(NAD 83)
 RD0564_MARKER: Q = CHISELED SQUARE
 RD0564_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD0564_SP_SET: SIDEWALK
 RD0564_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0564
 RD0564  HISTORY     - Date     Condition        Report By
 RD0564  HISTORY     - UNK      MONUMENTED       PG+E
 RD0564  HISTORY     - 1941     GOOD             NGS
 RD0564  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 RD0564
 RD0564                          STATION DESCRIPTION
 RD0564
 RD0564'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 RD0564'IN SCAPPOOSE.
 RD0564'AT SCAPPOOSE, COLUMBIA COUNTY, IN THE CONCRETE SIDEWALK AT THE
 RD0564'SOUTHEAST CORNER OF COLUMBIA AVENUE AND THE COLUMBIA RIVER HIGHWAY. A
 RD0564'CHISELED SQUARE.
 RD0564
 RD0564                          STATION RECOVERY (1990)
 RD0564
 RD0564'RECOVERY NOTE BY US POWER SQUADRON 1990 (FV)
 RD0564'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0296 ***********************************************************************
 PC0296  DESIGNATION -  603 B
 PC0296  PID         -  PC0296
 PC0296  STATE/COUNTY-  OR/LANE
 PC0296  USGS QUAD   -  COTTAGE GROVE (1984)
 PC0296
 PC0296                         *CURRENT SURVEY CONTROL
 PC0296  ___________________________________________________________________
 PC0296* NAD 83(1986)-  43 50 30.     (N)    123 02 57.     (W)     SCALED    
 PC0296* NAVD 88     -       185.187  (meters)     607.57   (feet)  POSTED    
 PC0296  ___________________________________________________________________
 PC0296  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 PC0296  DYNAMIC HT  -         185.150 (meters)     607.45  (feet)  COMP
 PC0296  MODELED GRAV-     980,431.5   (mgal)                       NAVD 88
 PC0296
 PC0296  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 PC0296
 PC0296.The horizontal coordinates were scaled from a topographic map and have
 PC0296.an estimated accuracy of +/- 6 seconds.
 PC0296
 PC0296.The orthometric height was determined by differential leveling
 PC0296.and adjusted by the  in 1992.
 PC0296.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 PC0296.rate of 1.1 thru 2.0 mm/km.
 PC0296
 PC0296.The geoid height was determined by GEOID03.
 PC0296
 PC0296.The dynamic height is computed by dividing the NAVD 88
 PC0296.geopotential number by the normal gravity value computed on the
 PC0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0296.degrees latitude (g = 980.6199 gals.).
 PC0296
 PC0296.The modeled gravity was interpolated from observed gravity values.
 PC0296
 PC0296;                    North         East    Units  Estimated Accuracy
 PC0296;SPC OR S     -   244,730.    1,295,040.      MT  (+/- 180 meters Scaled)
 PC0296
 PC0296                          SUPERSEDED SURVEY CONTROL
 PC0296
 PC0296  NGVD 29 (??/??/92)  184.037  (m)          603.79   (f) ADJ UNCH    1 2
 PC0296
 PC0296.Superseded values are not recommended for survey control.
 PC0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0296.See file dsdata.txt to determine how the superseded data were derived.
 PC0296
 PC0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP960542(NAD 83)
 PC0296_MARKER: P = PIPE CAP
 PC0296_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PC0296_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PC0296_STAMPING: 603 B 1903
 PC0296_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PC0296
 PC0296  HISTORY     - Date     Condition        Report By
 PC0296  HISTORY     - 1903     MONUMENTED       USGS
 PC0296  HISTORY     - 1934     GOOD             NGS
 PC0296  HISTORY     - 1981     GOOD             LOCSUR
 PC0296  HISTORY     - 1987     MARK NOT FOUND   NGS
 PC0296
 PC0296                          STATION DESCRIPTION
 PC0296
 PC0296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PC0296'0.7 MI N FROM SAGINAW.
 PC0296'ABOUT 0.7 MILES NORTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM
 PC0296'SAGINAW, LANE COUNTY, 700 FEET SOUTH OF MILE POST 630, OPPOSITE
 PC0296'PACIFIC HIGHWAY MILEAGE 141.5, 320 FEET SOUTH OF AN OPEN CULVERT, 25.4
 PC0296'FEET EAST OF THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 PC0296'CAP STAMPED 603 B 1903 AND RIVETED ON A 3 1/2 INCH IRON PIPE
 PC0296'PROJECTING 10 INCHES ABOVE THE GROUND.
 PC0296
 PC0296                          STATION RECOVERY (1981)
 PC0296
 PC0296'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 PC0296'275 FEET NORTH ALONG S.P.R.R. FROM DRIVEWAY CROSSING TO ADDRESS 80297
 PC0296'HIHGWAY 99, 25 FEET EAST OF TRACKS AND 2 FEET WEST OF FENCE LINE.
 PC0296'BRASS CAP RIVETED ON TOP OF 3 1/2' IRON PIPE, PROJECTING 10 INCHES
 PC0296'ABOVE GROUND, TAGGED RAILROAD POWER POLE, S 63 W 8.8 FEET.
 PC0296
 PC0296                          STATION RECOVERY (1987)
 PC0296
 PC0296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PC0296'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0452 ***********************************************************************
 OA0452  DESIGNATION -  61
 OA0452  PID         -  OA0452
 OA0452  STATE/COUNTY-  OR/COOS
 OA0452  USGS QUAD   -  COQUILLE (1975)
 OA0452
 OA0452                         *CURRENT SURVEY CONTROL
 OA0452  ___________________________________________________________________
 OA0452* NAD 83(1986)-  43 10 35.     (N)    124 11 11.     (W)     SCALED    
 OA0452* NAVD 88     -        19.437  (meters)      63.77   (feet)  ADJUSTED  
 OA0452  ___________________________________________________________________
 OA0452  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 OA0452  DYNAMIC HT  -          19.434 (meters)      63.76  (feet)  COMP
 OA0452  MODELED GRAV-     980,456.5   (mgal)                       NAVD 88
 OA0452
 OA0452  VERT ORDER  -  FIRST     CLASS II
 OA0452
 OA0452.The horizontal coordinates were scaled from a topographic map and have
 OA0452.an estimated accuracy of +/- 6 seconds.
 OA0452
 OA0452.The orthometric height was determined by differential leveling
 OA0452.and adjusted in June 1991.
 OA0452
 OA0452.The geoid height was determined by GEOID03.
 OA0452
 OA0452.The dynamic height is computed by dividing the NAVD 88
 OA0452.geopotential number by the normal gravity value computed on the
 OA0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0452.degrees latitude (g = 980.6199 gals.).
 OA0452
 OA0452.The modeled gravity was interpolated from observed gravity values.
 OA0452
 OA0452;                    North         East    Units  Estimated Accuracy
 OA0452;SPC OR S     -   174,300.    1,200,400.      MT  (+/- 180 meters Scaled)
 OA0452
 OA0452                          SUPERSEDED SURVEY CONTROL
 OA0452
 OA0452  NGVD 29 (??/??/92)   18.340  (m)           60.17   (f) ADJ UNCH    1 2
 OA0452
 OA0452.Superseded values are not recommended for survey control.
 OA0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0452.See file dsdata.txt to determine how the superseded data were derived.
 OA0452
 OA0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN035810(NAD 83)
 OA0452_MARKER: P = PIPE CAP
 OA0452_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OA0452_SP_SET: SHALLOW-SET PIPE
 OA0452_STAMPING: 61 1898
 OA0452_MARK LOGO: USGS  
 OA0452_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OA0452_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OA0452+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2005
 OA0452
 OA0452  HISTORY     - Date     Condition        Report By
 OA0452  HISTORY     - UNK      MONUMENTED       USGS
 OA0452  HISTORY     - 1942     GOOD             NGS
 OA0452  HISTORY     - 1984     GOOD             USPSQD
 OA0452  HISTORY     - 1987     GOOD             NGS
 OA0452  HISTORY     - 1988     GOOD             USPSQD
 OA0452  HISTORY     - 1990     GOOD             USPSQD
 OA0452  HISTORY     - 19950520 GOOD             USPSQD
 OA0452  HISTORY     - 20050417 GOOD             USPSQD
 OA0452
 OA0452                          STATION DESCRIPTION
 OA0452
 OA0452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 OA0452'IN COQUILLE.
 OA0452'AT COQUILLE, COOS COUNTY, IN THE NORTHWEST CORNER OF THE COUNTY
 OA0452'COURTHOUSE LAWN, 20 FEET FROM EITHER SIDEWALK, 10 FEET EAST OF THE
 OA0452'WEST RETAINING WALL, AND 7 FEET SOUTH OF THE NORTH RETAINING WALL.  A
 OA0452'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 61 AND RIVETED
 OA0452'ON THE TOP OF A 3 1/2-INCH IRON PIPE JACKETED WITH CONCRETE ABOUT
 OA0452'FLUSH WITH THE GROUND.
 OA0452
 OA0452                          STATION RECOVERY (1984)
 OA0452
 OA0452'RECOVERY NOTE BY US POWER SQUADRON 1984
 OA0452'RECOVERED IN GOOD CONDITION.
 OA0452
 OA0452                          STATION RECOVERY (1987)
 OA0452
 OA0452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 OA0452'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN COQUILLE,
 OA0452'AT THE INTERSECTION OF NORTH BAXTER AND EAST THIRD STREET, IN THE
 OA0452'NORTHWEST CORNER OF THE COOS COUNTY COURTHOUSE LAWN, 15.0 M (49.2 FT)
 OA0452'EAST OF THE CENTER OF BAXTER STREET, 14.4 M (47.2 FT) SOUTH OF THE
 OA0452'CENTER OF EAST THIRD STREET, 14.0 M (45.9 FT) WEST-NORTHWEST OF THE
 OA0452'NORTHWEST CORNER OF THE COURTHOUSE, AND 6.1 M (20.0 FT) NORTHWEST OF
 OA0452'A FLAG POLE.
 OA0452'THE MARK IS 0.4 M ABOVE THE STREETS.
 OA0452
 OA0452                          STATION RECOVERY (1988)
 OA0452
 OA0452'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 OA0452'RECOVERED IN GOOD CONDITION.
 OA0452
 OA0452                          STATION RECOVERY (1990)
 OA0452
 OA0452'RECOVERY NOTE BY US POWER SQUADRON 1990 (LM)
 OA0452'RECOVERED IN GOOD CONDITION.
 OA0452
 OA0452                          STATION RECOVERY (1995)
 OA0452
 OA0452'RECOVERY NOTE BY US POWER SQUADRON 1995
 OA0452'RECOVERED IN GOOD CONDITION.
 OA0452
 OA0452                          STATION RECOVERY (2005)
 OA0452
 OA0452'RECOVERY NOTE BY US POWER SQUADRON 2005 (AES)
 OA0452'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0949 ***********************************************************************
 RD0949  DESIGNATION -  61
 RD0949  PID         -  RD0949
 RD0949  STATE/COUNTY-  OR/TILLAMOOK
 RD0949  USGS QUAD   -  HEBO (1985)
 RD0949
 RD0949                         *CURRENT SURVEY CONTROL
 RD0949  ___________________________________________________________________
 RD0949* NAD 83(1986)-  45 10 46.     (N)    123 48 41.     (W)     SCALED    
 RD0949* NAVD 88     -        89.101  (meters)     292.33   (feet)  ADJUSTED  
 RD0949  ___________________________________________________________________
 RD0949  GEOID HEIGHT-         -21.93  (meters)                     GEOID03
 RD0949  DYNAMIC HT  -          89.102 (meters)     292.33  (feet)  COMP
 RD0949  MODELED GRAV-     980,628.6   (mgal)                       NAVD 88
 RD0949
 RD0949  VERT ORDER  -  FIRST     CLASS II
 RD0949
 RD0949.The horizontal coordinates were scaled from a topographic map and have
 RD0949.an estimated accuracy of +/- 6 seconds.
 RD0949
 RD0949.The orthometric height was determined by differential leveling
 RD0949.and adjusted in June 1991.
 RD0949
 RD0949.The geoid height was determined by GEOID03.
 RD0949
 RD0949.The dynamic height is computed by dividing the NAVD 88
 RD0949.geopotential number by the normal gravity value computed on the
 RD0949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0949.degrees latitude (g = 980.6199 gals.).
 RD0949
 RD0949.The modeled gravity was interpolated from observed gravity values.
 RD0949
 RD0949;                    North         East    Units  Estimated Accuracy
 RD0949;SPC OR N     -   173,440.    2,239,820.      MT  (+/- 180 meters Scaled)
 RD0949
 RD0949                          SUPERSEDED SURVEY CONTROL
 RD0949
 RD0949  NGVD 29 (??/??/92)   88.047  (m)          288.87   (f) ADJ UNCH    1 2
 RD0949
 RD0949.Superseded values are not recommended for survey control.
 RD0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0949.See file dsdata.txt to determine how the superseded data were derived.
 RD0949
 RD0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR362032(NAD 83)
 RD0949_MARKER: DD = SURVEY DISK
 RD0949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0949_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0949_STAMPING: 61 1934
 RD0949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0949+STABILITY: SURFACE MOTION
 RD0949
 RD0949  HISTORY     - Date     Condition        Report By
 RD0949  HISTORY     - 1934     MONUMENTED       BPR
 RD0949  HISTORY     - 1941     GOOD             NGS
 RD0949
 RD0949                          STATION DESCRIPTION
 RD0949
 RD0949'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 RD0949'4.95 MI SE FROM HEBO.
 RD0949'MARK IS LOCATED ABOUT 4.95 MILES SOUTHEAST OF HEBO ON THREE RIVERS
 RD0949'HIGHWAY, ABOUT 0.3 MILE SOUTHEAST OF CASTLE ROCK STORE, 40 FEET
 RD0949'NORTHEAST CENTER OF HIGHWAY, ABOUT 0.3 MILE NORTHWEST OF FARMHOUSE,
 RD0949'NEAR FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0023 ***********************************************************************
 PB0023  DESIGNATION -  61
 PB0023  PID         -  PB0023
 PB0023  STATE/COUNTY-  OR/DESCHUTES
 PB0023  USGS QUAD   -  WEST OF HAMPTON (1983)
 PB0023
 PB0023                         *CURRENT SURVEY CONTROL
 PB0023  ___________________________________________________________________
 PB0023* NAD 83(1986)-  43 41 43.     (N)    120 16 42.     (W)     SCALED    
 PB0023* NAVD 88     -      1347.941  (meters)    4422.37   (feet)  ADJUSTED  
 PB0023  ___________________________________________________________________
 PB0023  GEOID HEIGHT-         -19.78  (meters)                     GEOID03
 PB0023  DYNAMIC HT  -        1347.280 (meters)    4420.20  (feet)  COMP
 PB0023  MODELED GRAV-     980,081.4   (mgal)                       NAVD 88
 PB0023
 PB0023  VERT ORDER  -  FIRST     CLASS II
 PB0023
 PB0023.The horizontal coordinates were scaled from a topographic map and have
 PB0023.an estimated accuracy of +/- 6 seconds.
 PB0023
 PB0023.The orthometric height was determined by differential leveling
 PB0023.and adjusted in June 1991.
 PB0023
 PB0023.The geoid height was determined by GEOID03.
 PB0023
 PB0023.The dynamic height is computed by dividing the NAVD 88
 PB0023.geopotential number by the normal gravity value computed on the
 PB0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0023.degrees latitude (g = 980.6199 gals.).
 PB0023
 PB0023.The modeled gravity was interpolated from observed gravity values.
 PB0023
 PB0023;                    North         East    Units  Estimated Accuracy
 PB0023;SPC OR S     -   225,370.    1,517,870.      MT  (+/- 180 meters Scaled)
 PB0023
 PB0023                          SUPERSEDED SURVEY CONTROL
 PB0023
 PB0023  NGVD 29 (??/??/92) 1346.715  (m)         4418.35   (f) ADJ UNCH    1 2
 PB0023
 PB0023.Superseded values are not recommended for survey control.
 PB0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0023.See file dsdata.txt to determine how the superseded data were derived.
 PB0023
 PB0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGP193416(NAD 83)
 PB0023_MARKER: DD = SURVEY DISK
 PB0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0023+STABILITY: SURFACE MOTION
 PB0023
 PB0023  HISTORY     - Date     Condition        Report By
 PB0023  HISTORY     - UNK      MONUMENTED       USE
 PB0023  HISTORY     - 1943     GOOD             NGS
 PB0023
 PB0023                          STATION DESCRIPTION
 PB0023
 PB0023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PB0023'2.5 MI NW FROM HAMPTON.
 PB0023'THIS MARK IS ABOUT 2.5 MILES NORTHWEST ALONG U.S. HIGHWAY 20 FROM
 PB0023'HAMPTON, DESCHUTES COUNTY, 298.0 FEET NORTH OF MILEPOST 61, 64.5 FEET
 PB0023'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, A NAIL SET IN THE TOP OF
 PB0023'A CONCRETE POST PROJECTING ABOUT 1-FOOT ABOVE THE GROUND, 2.0 FEET
 PB0023'SOUTHWEST OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0333 ***********************************************************************
 NX0333  DESIGNATION -  61 FMK
 NX0333  PID         -  NX0333
 NX0333  STATE/COUNTY-  OR/HARNEY
 NX0333  USGS QUAD   -  BALLS LAKE (1971)
 NX0333
 NX0333                         *CURRENT SURVEY CONTROL
 NX0333  ___________________________________________________________________
 NX0333* NAD 83(1986)-  42 57 03.     (N)    119 26 11.     (W)     SCALED    
 NX0333* NAVD 88     -      1613.557  (meters)    5293.81   (feet)  ADJUSTED  
 NX0333  ___________________________________________________________________
 NX0333  GEOID HEIGHT-         -19.56  (meters)                     GEOID03
 NX0333  DYNAMIC HT  -        1612.622 (meters)    5290.74  (feet)  COMP
 NX0333  MODELED GRAV-     979,983.2   (mgal)                       NAVD 88
 NX0333
 NX0333  VERT ORDER  -  SECOND    CLASS 0
 NX0333
 NX0333.The horizontal coordinates were scaled from a topographic map and have
 NX0333.an estimated accuracy of +/- 6 seconds.
 NX0333
 NX0333.The orthometric height was determined by differential leveling
 NX0333.and adjusted in August 1995.
 NX0333
 NX0333.The geoid height was determined by GEOID03.
 NX0333
 NX0333.The dynamic height is computed by dividing the NAVD 88
 NX0333.geopotential number by the normal gravity value computed on the
 NX0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0333.degrees latitude (g = 980.6199 gals.).
 NX0333
 NX0333.The modeled gravity was interpolated from observed gravity values.
 NX0333
 NX0333;                    North         East    Units  Estimated Accuracy
 NX0333;SPC OR S     -   143,200.    1,586,790.      MT  (+/- 180 meters Scaled)
 NX0333
 NX0333                          SUPERSEDED SURVEY CONTROL
 NX0333
 NX0333.No superseded survey control is available for this station.
 NX0333
 NX0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH012582(NAD 83)
 NX0333_MARKER: DB = BENCH MARK DISK
 NX0333_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NX0333_SP_SET: COPPER-CLAD STEEL ROD
 NX0333_STAMPING: 61 FMK 1970 5290
 NX0333_MARK LOGO: USGS  
 NX0333_PROJECTION: FLUSH
 NX0333_MAGNETIC: I = MARKER IS A STEEL ROD
 NX0333_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NX0333_ROD/PIPE-DEPTH: 1.52 meters
 NX0333
 NX0333  HISTORY     - Date     Condition        Report By
 NX0333  HISTORY     - 1970     MONUMENTED       USGS
 NX0333
 NX0333                          STATION DESCRIPTION
 NX0333
 NX0333'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NX0333'FROM THE WINDMILL (T29S R27E SEC 32), PROCEED 0.3 MILE SOUTH ALONG A
 NX0333'DIRT ROAD TO A ROAD FORK, THENCE 0.6 MILE NORTHEAST ALONG A DIRT ROAD
 NX0333'TO A ROAD JUNCTION, THENCE 7.4 MILES SOUTHEAST ALONG THE DIRT ROAD TO
 NX0333'MATTIES ARK AND FOSTER LAKE, AT THE INTERSECTION OF BALLS LAKE ROAD,
 NX0333'43 FEET NORTH OF THE CENTERLINE OF THE ROAD, WITNESS POST SET AT
 NX0333'BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0402 ***********************************************************************
 QE0402  DESIGNATION -  610
 QE0402  PID         -  QE0402
 QE0402  STATE/COUNTY-  OR/MARION
 QE0402  USGS QUAD   -  LYONS (1985)
 QE0402
 QE0402                         *CURRENT SURVEY CONTROL
 QE0402  ___________________________________________________________________
 QE0402* NAD 83(1986)-  44 47 20.     (N)    122 37 05.     (W)     SCALED    
 QE0402* NAVD 88     -       187.347  (meters)     614.65   (feet)  ADJUSTED  
 QE0402  ___________________________________________________________________
 QE0402  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 QE0402  DYNAMIC HT  -         187.321 (meters)     614.57  (feet)  COMP
 QE0402  MODELED GRAV-     980,477.0   (mgal)                       NAVD 88
 QE0402
 QE0402  VERT ORDER  -  FIRST     CLASS II
 QE0402
 QE0402.The horizontal coordinates were scaled from a topographic map and have
 QE0402.an estimated accuracy of +/- 6 seconds.
 QE0402
 QE0402.The orthometric height was determined by differential leveling
 QE0402.and adjusted in June 1991.
 QE0402
 QE0402.The geoid height was determined by GEOID03.
 QE0402
 QE0402.The dynamic height is computed by dividing the NAVD 88
 QE0402.geopotential number by the normal gravity value computed on the
 QE0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0402.degrees latitude (g = 980.6199 gals.).
 QE0402
 QE0402.The modeled gravity was interpolated from observed gravity values.
 QE0402
 QE0402;                    North         East    Units  Estimated Accuracy
 QE0402;SPC OR N     -   126,900.    2,332,420.      MT  (+/- 180 meters Scaled)
 QE0402
 QE0402                          SUPERSEDED SURVEY CONTROL
 QE0402
 QE0402  NGVD 29 (??/??/92)  186.299  (m)          611.22   (f) ADJ UNCH    1 2
 QE0402
 QE0402.Superseded values are not recommended for survey control.
 QE0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0402.See file dsdata.txt to determine how the superseded data were derived.
 QE0402
 QE0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ302595(NAD 83)
 QE0402_MARKER: DD = SURVEY DISK
 QE0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0402_STAMPING: 610
 QE0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0402+STABILITY: SURFACE MOTION
 QE0402
 QE0402  HISTORY     - Date     Condition        Report By
 QE0402  HISTORY     - UNK      MONUMENTED       USGS
 QE0402  HISTORY     - 1941     GOOD             NGS
 QE0402
 QE0402                          STATION DESCRIPTION
 QE0402
 QE0402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QE0402'IN MEHAMA.
 QE0402'ON NORTH BANK OF NORTH SANTIAM RIVER, 400 FEET DOWNSTREAM FROM HIGHWAY
 QE0402'BRIDGE OVER RIVER, 10 FEET DOWNSTREAM FROM WATER RECORDER SHELTER, AT
 QE0402'TOP OF INCLINED WATER GAGE, U.S.B.M. WITNESS POST IS SET NEAR THE
 QE0402'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0403 ***********************************************************************
 QE0403  DESIGNATION -  612
 QE0403  PID         -  QE0403
 QE0403  STATE/COUNTY-  OR/MARION
 QE0403  USGS QUAD   -  LYONS (1985)
 QE0403
 QE0403                         *CURRENT SURVEY CONTROL
 QE0403  ___________________________________________________________________
 QE0403* NAD 83(1986)-  44 47 20.     (N)    122 37 05.     (W)     SCALED    
 QE0403* NAVD 88     -       187.743  (meters)     615.95   (feet)  ADJUSTED  
 QE0403  ___________________________________________________________________
 QE0403  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 QE0403  DYNAMIC HT  -         187.717 (meters)     615.87  (feet)  COMP
 QE0403  MODELED GRAV-     980,477.0   (mgal)                       NAVD 88
 QE0403
 QE0403  VERT ORDER  -  FIRST     CLASS II
 QE0403
 QE0403.The horizontal coordinates were scaled from a topographic map and have
 QE0403.an estimated accuracy of +/- 6 seconds.
 QE0403
 QE0403.The orthometric height was determined by differential leveling
 QE0403.and adjusted in June 1991.
 QE0403
 QE0403.The geoid height was determined by GEOID03.
 QE0403
 QE0403.The dynamic height is computed by dividing the NAVD 88
 QE0403.geopotential number by the normal gravity value computed on the
 QE0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0403.degrees latitude (g = 980.6199 gals.).
 QE0403
 QE0403.The modeled gravity was interpolated from observed gravity values.
 QE0403
 QE0403;                    North         East    Units  Estimated Accuracy
 QE0403;SPC OR N     -   126,900.    2,332,420.      MT  (+/- 180 meters Scaled)
 QE0403
 QE0403                          SUPERSEDED SURVEY CONTROL
 QE0403
 QE0403  NGVD 29 (??/??/92)  186.694  (m)          612.51   (f) ADJ UNCH    1 2
 QE0403
 QE0403.Superseded values are not recommended for survey control.
 QE0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0403.See file dsdata.txt to determine how the superseded data were derived.
 QE0403
 QE0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ302595(NAD 83)
 QE0403_MARKER: DD = SURVEY DISK
 QE0403_SETTING: 66 = SET IN ROCK OUTCROP
 QE0403_SP_SET: ROCK
 QE0403_STAMPING: 612
 QE0403_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QE0403+STABILITY: POSITION/ELEVATION WELL
 QE0403
 QE0403  HISTORY     - Date     Condition        Report By
 QE0403  HISTORY     - UNK      MONUMENTED       USGS
 QE0403  HISTORY     - 1941     GOOD             NGS
 QE0403
 QE0403                          STATION DESCRIPTION
 QE0403
 QE0403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QE0403'IN MEHAMA.
 QE0403'ON NORTH BANK OF NORTH SANTIAM RIVER, 300 FEET DOWNSTREAM FROM HIGHWAY
 QE0403'BRIDGE ACROSS RIVER, 7 FEET UPSTREAM FROM 11-FOOT MARK ON INCLINED
 QE0403'GAGE WHICH IS 100 FEET UPSTREAM FROM RECORDER SHELTER, ON RIDGE IN
 QE0403'ROCK OUTCROP.  U.S.B.M. WITNESS POST IS SET NEAR THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0323 ***********************************************************************
 PC0323  DESIGNATION -  612 B=O 9
 PC0323  PID         -  PC0323
 PC0323  STATE/COUNTY-  OR/DOUGLAS
 PC0323  USGS QUAD   -  MYRTLE CREEK (1987)
 PC0323
 PC0323                         *CURRENT SURVEY CONTROL
 PC0323  ___________________________________________________________________
 PC0323* NAD 83(1986)-  43 01 08.     (N)    123 17 51.     (W)     SCALED    
 PC0323* NAVD 88     -       188.050  (meters)     616.96   (feet)  ADJUSTED  
 PC0323  ___________________________________________________________________
 PC0323  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 PC0323  DYNAMIC HT  -         187.999 (meters)     616.79  (feet)  COMP
 PC0323  MODELED GRAV-     980,348.4   (mgal)                       NAVD 88
 PC0323
 PC0323  VERT ORDER  -  FIRST     CLASS II
 PC0323
 PC0323.The horizontal coordinates were scaled from a topographic map and have
 PC0323.an estimated accuracy of +/- 6 seconds.
 PC0323
 PC0323.The orthometric height was determined by differential leveling
 PC0323.and adjusted in June 1991.
 PC0323
 PC0323.The geoid height was determined by GEOID03.
 PC0323
 PC0323.The dynamic height is computed by dividing the NAVD 88
 PC0323.geopotential number by the normal gravity value computed on the
 PC0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0323.degrees latitude (g = 980.6199 gals.).
 PC0323
 PC0323.The modeled gravity was interpolated from observed gravity values.
 PC0323
 PC0323;                    North         East    Units  Estimated Accuracy
 PC0323;SPC OR S     -   154,020.    1,272,030.      MT  (+/- 180 meters Scaled)
 PC0323
 PC0323                          SUPERSEDED SURVEY CONTROL
 PC0323
 PC0323  NGVD 29 (??/??/92)  187.003  (m)          613.53   (f) ADJ UNCH    1 2
 PC0323
 PC0323.Superseded values are not recommended for survey control.
 PC0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0323.See file dsdata.txt to determine how the superseded data were derived.
 PC0323
 PC0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN757629(NAD 83)
 PC0323_MARKER: P = PIPE CAP
 PC0323_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PC0323_SP_SET: SHALLOW-SET PIPE
 PC0323_STAMPING: O 9 612 B 1903
 PC0323_MARK LOGO: USGS  
 PC0323_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PC0323
 PC0323  HISTORY     - Date     Condition        Report By
 PC0323  HISTORY     - 1903     MONUMENTED       USGS
 PC0323  HISTORY     - 1954     GOOD             NGS
 PC0323  HISTORY     - 1987     GOOD             NGS
 PC0323
 PC0323                          STATION DESCRIPTION
 PC0323
 PC0323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 PC0323'IN MYRTLE CREEK.
 PC0323'AT MYRTLE CREEK, ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD, 45.9
 PC0323'FEET EAST OF AND ACROSS THE TRACK FROM THE SOUTH CORNER OF THE
 PC0323'STATION, 18.3 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 2 FEET EAST OF A
 PC0323'TELEPHONE POLE, 1.6 FEET NORTHWEST OF A WITNESS POST, ABOUT 1 FOOT
 PC0323'LOWER THAN THE TRACK, AND RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE
 PC0323'PROJECTING 0.2 FOOT ABOVE THE GROUND.
 PC0323
 PC0323                          STATION RECOVERY (1987)
 PC0323
 PC0323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PC0323'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  0.8 KM
 PC0323'(0.50 MI) SOUTHWESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM ITS
 PC0323'JUNCTION WITH STATE HIGHWAY 99 IN MYRTLE CREEK.  NOTE--THE RAILROAD
 PC0323'STATION HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1347 ***********************************************************************
 QE1347  DESIGNATION -  615=W 226
 QE1347  PID         -  QE1347
 QE1347  STATE/COUNTY-  OR/LANE
 QE1347  USGS QUAD   -  WALTERVILLE (1986)
 QE1347
 QE1347                         *CURRENT SURVEY CONTROL
 QE1347  ___________________________________________________________________
 QE1347* NAD 83(1986)-  44 04 33.     (N)    122 46 02.     (W)     SCALED    
 QE1347* NAVD 88     -       188.799  (meters)     619.42   (feet)  ADJUSTED  
 QE1347  ___________________________________________________________________
 QE1347  GEOID HEIGHT-         -23.15  (meters)                     GEOID03
 QE1347  DYNAMIC HT  -         188.765 (meters)     619.31  (feet)  COMP
 QE1347  MODELED GRAV-     980,434.3   (mgal)                       NAVD 88
 QE1347
 QE1347  VERT ORDER  -  FIRST     CLASS II
 QE1347
 QE1347.The horizontal coordinates were scaled from a topographic map and have
 QE1347.an estimated accuracy of +/- 6 seconds.
 QE1347
 QE1347.The orthometric height was determined by differential leveling
 QE1347.and adjusted in June 1991.
 QE1347
 QE1347.The geoid height was determined by GEOID03.
 QE1347
 QE1347.The dynamic height is computed by dividing the NAVD 88
 QE1347.geopotential number by the normal gravity value computed on the
 QE1347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1347.degrees latitude (g = 980.6199 gals.).
 QE1347
 QE1347.The modeled gravity was interpolated from observed gravity values.
 QE1347
 QE1347;                    North         East    Units  Estimated Accuracy
 QE1347;SPC OR S     -   270,090.    1,318,410.      MT  (+/- 180 meters Scaled)
 QE1347
 QE1347                          SUPERSEDED SURVEY CONTROL
 QE1347
 QE1347  NGVD 29 (??/??/92)  187.679  (m)          615.74   (f) ADJ UNCH    1 2
 QE1347
 QE1347.Superseded values are not recommended for survey control.
 QE1347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1347.See file dsdata.txt to determine how the superseded data were derived.
 QE1347
 QE1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP186803(NAD 83)
 QE1347
 QE1347  HISTORY     - Date     Condition        Report By
 QE1347  HISTORY     - UNK      MONUMENTED
 QE1347  HISTORY     - 1987     MARK NOT FOUND   NGS
 QE1347
 QE1347                          STATION DESCRIPTION
 QE1347
 QE1347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QE1347'IT APPEARS THAT PART OF THE DAM WAS REMOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0660 ***********************************************************************
 PC0660  DESIGNATION -  617=O 10
 PC0660  PID         -  PC0660
 PC0660  STATE/COUNTY-  OR/DOUGLAS
 PC0660  USGS QUAD   -  YONCALLA (1987)
 PC0660
 PC0660                         *CURRENT SURVEY CONTROL
 PC0660  ___________________________________________________________________
 PC0660* NAD 83(1986)-  43 31 41.     (N)    123 17 10.     (W)     SCALED    
 PC0660* NAVD 88     -       189.524  (meters)     621.80   (feet)  POSTED    
 PC0660  ___________________________________________________________________
 PC0660  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 PC0660  DYNAMIC HT  -         189.490 (meters)     621.69  (feet)  COMP
 PC0660  MODELED GRAV-     980,434.7   (mgal)                       NAVD 88
 PC0660
 PC0660  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 PC0660
 PC0660.The horizontal coordinates were scaled from a topographic map and have
 PC0660.an estimated accuracy of +/- 6 seconds.
 PC0660
 PC0660.The orthometric height was determined by differential leveling
 PC0660.and adjusted by the  in 1992.
 PC0660.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 PC0660.rate of 3.1 thru 4.0 mm/km.
 PC0660
 PC0660.The geoid height was determined by GEOID03.
 PC0660
 PC0660.The dynamic height is computed by dividing the NAVD 88
 PC0660.geopotential number by the normal gravity value computed on the
 PC0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0660.degrees latitude (g = 980.6199 gals.).
 PC0660
 PC0660.The modeled gravity was interpolated from observed gravity values.
 PC0660
 PC0660;                    North         East    Units  Estimated Accuracy
 PC0660;SPC OR S     -   210,520.    1,274,830.      MT  (+/- 180 meters Scaled)
 PC0660
 PC0660                          SUPERSEDED SURVEY CONTROL
 PC0660
 PC0660.No superseded survey control is available for this station.
 PC0660
 PC0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP768194(NAD 83)
 PC0660
 PC0660  HISTORY     - Date     Condition        Report By
 PC0660  HISTORY     - UNK      MONUMENTED
 PC0660  HISTORY     - 1987     MARK NOT FOUND   NGS
 PC0660
 PC0660                          STATION DESCRIPTION
 PC0660
 PC0660'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PC0660'THERE HAS BEEN RAILROAD CONSTRUCTION AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0288 ***********************************************************************
 PB0288  DESIGNATION -  62
 PB0288  PID         -  PB0288
 PB0288  STATE/COUNTY-  OR/LAKE
 PB0288  USGS QUAD   -  HOLE-IN-THE-GROUND (1982)
 PB0288
 PB0288                         *CURRENT SURVEY CONTROL
 PB0288  ___________________________________________________________________
 PB0288* NAD 83(1986)-  43 23 09.     (N)    121 13 03.     (W)     SCALED    
 PB0288* NAVD 88     -      1441.378  (meters)    4728.92   (feet)  ADJUSTED  
 PB0288  ___________________________________________________________________
 PB0288  GEOID HEIGHT-         -20.83  (meters)                     GEOID03
 PB0288  DYNAMIC HT  -        1440.602 (meters)    4726.38  (feet)  COMP
 PB0288  MODELED GRAV-     980,030.8   (mgal)                       NAVD 88
 PB0288
 PB0288  VERT ORDER  -  SECOND    CLASS 0
 PB0288
 PB0288.The horizontal coordinates were scaled from a topographic map and have
 PB0288.an estimated accuracy of +/- 6 seconds.
 PB0288
 PB0288.The orthometric height was determined by differential leveling
 PB0288.and adjusted in June 1991.
 PB0288
 PB0288.The geoid height was determined by GEOID03.
 PB0288
 PB0288.The dynamic height is computed by dividing the NAVD 88
 PB0288.geopotential number by the normal gravity value computed on the
 PB0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0288.degrees latitude (g = 980.6199 gals.).
 PB0288
 PB0288.The modeled gravity was interpolated from observed gravity values.
 PB0288
 PB0288;                    North         East    Units  Estimated Accuracy
 PB0288;SPC OR S     -   191,220.    1,441,870.      MT  (+/- 180 meters Scaled)
 PB0288
 PB0288                          SUPERSEDED SURVEY CONTROL
 PB0288
 PB0288  NGVD 29 (??/??/92) 1440.108  (m)         4724.75   (f) ADJ UNCH    2 0
 PB0288
 PB0288.Superseded values are not recommended for survey control.
 PB0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0288.See file dsdata.txt to determine how the superseded data were derived.
 PB0288
 PB0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP443052(NAD 83)
 PB0288_MARKER: DD = SURVEY DISK
 PB0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0288_STAMPING: 4725 62 1930
 PB0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0288+STABILITY: SURFACE MOTION
 PB0288
 PB0288  HISTORY     - Date     Condition        Report By
 PB0288  HISTORY     - 1930     MONUMENTED       BPR
 PB0288  HISTORY     - 1931     GOOD             NGS
 PB0288
 PB0288                          STATION DESCRIPTION
 PB0288
 PB0288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 PB0288'22.2 MI NW FROM SILVER LAKE.
 PB0288'ABOUT 22.2 MILES NORTHWEST ALONG THE FREMONT HIGHWAY (OREGON 31) FROM
 PB0288'SILVER LAKE, LAKE COUNTY, 100 FEET WEST OF THE SUMMIT OF A HILL, AND
 PB0288'40 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY.  A UNITED STATES
 PB0288'BUREAU OF PUBLIC ROADS STANDARD DISK, STAMPED 4725 62 1930 AND SET IN
 PB0288'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0334 ***********************************************************************
 NX0334  DESIGNATION -  62 FMK
 NX0334  PID         -  NX0334
 NX0334  STATE/COUNTY-  OR/HARNEY
 NX0334  USGS QUAD   -  BALLS LAKE (1971)
 NX0334
 NX0334                         *CURRENT SURVEY CONTROL
 NX0334  ___________________________________________________________________
 NX0334* NAD 83(1986)-  42 57 14.     (N)    119 27 16.     (W)     SCALED    
 NX0334* NAVD 88     -      1579.500  (meters)    5182.08   (feet)  ADJUSTED  
 NX0334  ___________________________________________________________________
 NX0334  GEOID HEIGHT-         -19.57  (meters)                     GEOID03
 NX0334  DYNAMIC HT  -        1578.578 (meters)    5179.05  (feet)  COMP
 NX0334  MODELED GRAV-     979,980.6   (mgal)                       NAVD 88
 NX0334
 NX0334  VERT ORDER  -  SECOND    CLASS 0
 NX0334
 NX0334.The horizontal coordinates were scaled from a topographic map and have
 NX0334.an estimated accuracy of +/- 6 seconds.
 NX0334
 NX0334.The orthometric height was determined by differential leveling
 NX0334.and adjusted in August 1995.
 NX0334
 NX0334.The geoid height was determined by GEOID03.
 NX0334
 NX0334.The dynamic height is computed by dividing the NAVD 88
 NX0334.geopotential number by the normal gravity value computed on the
 NX0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0334.degrees latitude (g = 980.6199 gals.).
 NX0334
 NX0334.The modeled gravity was interpolated from observed gravity values.
 NX0334
 NX0334;                    North         East    Units  Estimated Accuracy
 NX0334;SPC OR S     -   143,520.    1,585,310.      MT  (+/- 180 meters Scaled)
 NX0334
 NX0334                          SUPERSEDED SURVEY CONTROL
 NX0334
 NX0334.No superseded survey control is available for this station.
 NX0334
 NX0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKH997586(NAD 83)
 NX0334_MARKER: DB = BENCH MARK DISK
 NX0334_SETTING: 66 = SET IN ROCK OUTCROP
 NX0334_SP_SET: ROCK OUTCROP
 NX0334_STAMPING: 62 FMK 1970 5178
 NX0334_MARK LOGO: USGS  
 NX0334_MAGNETIC: N = NO MAGNETIC MATERIAL
 NX0334_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NX0334+STABILITY: POSITION/ELEVATION WELL
 NX0334
 NX0334  HISTORY     - Date     Condition        Report By
 NX0334  HISTORY     - 1970     MONUMENTED       USGS
 NX0334
 NX0334                          STATION DESCRIPTION
 NX0334
 NX0334'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NX0334'FROM THE WINDMILL (T29S R27E SEC 32), PROCEED 0.3 MILE SOUTH ALONG A
 NX0334'DIRT ROAD TO A ROAD FORK, THENCE 0.6 MILE NORTHEAST ALONG A DIRT ROAD
 NX0334'TO A ROAD JUNCTION, THENCE 6.4 MILES SOUTHEAST ALONG THE DIRT ROAD TO
 NX0334'MATTIES ARK AND FOSTER LAKE, 0.2 MILE WEST OF A DRAIN CROSSING, 74
 NX0334'FEET SOUTH OF THE CENTERLINE OF THE ROAD, WITNESS POST SET AT BENCH
 NX0334'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0979 ***********************************************************************
 QE0979  DESIGNATION -  62 H 237
 QE0979  PID         -  QE0979
 QE0979  STATE/COUNTY-  OR/LANE
 QE0979  USGS QUAD   -  MAPLETON (1984)
 QE0979
 QE0979                         *CURRENT SURVEY CONTROL
 QE0979  ___________________________________________________________________
 QE0979* NAD 83(1986)-  44 04 23.     (N)    123 51 11.     (W)     SCALED    
 QE0979* NAVD 88     -        20.734  (meters)      68.02   (feet)  ADJUSTED  
 QE0979  ___________________________________________________________________
 QE0979  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 QE0979  DYNAMIC HT  -          20.733 (meters)      68.02  (feet)  COMP
 QE0979  MODELED GRAV-     980,545.9   (mgal)                       NAVD 88
 QE0979
 QE0979  VERT ORDER  -  SECOND    CLASS 0
 QE0979
 QE0979.The horizontal coordinates were scaled from a topographic map and have
 QE0979.an estimated accuracy of +/- 6 seconds.
 QE0979
 QE0979.The orthometric height was determined by differential leveling
 QE0979.and adjusted in June 1991.
 QE0979
 QE0979.The geoid height was determined by GEOID03.
 QE0979
 QE0979.The dynamic height is computed by dividing the NAVD 88
 QE0979.geopotential number by the normal gravity value computed on the
 QE0979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0979.degrees latitude (g = 980.6199 gals.).
 QE0979
 QE0979.The modeled gravity was interpolated from observed gravity values.
 QE0979
 QE0979;                    North         East    Units  Estimated Accuracy
 QE0979;SPC OR S     -   272,700.    1,231,460.      MT  (+/- 180 meters Scaled)
 QE0979
 QE0979                          SUPERSEDED SURVEY CONTROL
 QE0979
 QE0979  NGVD 29 (??/??/92)   19.667  (m)           64.52   (f) ADJ UNCH    2 0
 QE0979
 QE0979.Superseded values are not recommended for survey control.
 QE0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0979.See file dsdata.txt to determine how the superseded data were derived.
 QE0979
 QE0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP316803(NAD 83)
 QE0979_MARKER: DD = SURVEY DISK
 QE0979_SETTING: 0 = UNSPECIFIED SETTING
 QE0979_STAMPING: 62-H-237 1934 61-556
 QE0979_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0979
 QE0979  HISTORY     - Date     Condition        Report By
 QE0979  HISTORY     - 1934     MONUMENTED       CGS
 QE0979
 QE0979                          STATION DESCRIPTION
 QE0979
 QE0979'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QE0979'2.9 MI W FROM SWISSHOME.
 QE0979'2.9 MILES WEST ALONG S.P.RR, FROM STATION.  ALONG THE RIGHT OF WAY OF
 QE0979'THE SOUTHERN PACIFIC RAILROAD, MARSHFIELD SUBDIVISION, 40 FEET EAST OF
 QE0979'MILE POST 700, 20 FEET NORTH OF HIGHWAY, 13 FEET SOUTH OF TRACK, 2
 QE0979'FEET NORTH OF FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB1463 ***********************************************************************
 RB1463  DESIGNATION -  620
 RB1463  PID         -  RB1463
 RB1463  STATE/COUNTY-  OR/MORROW
 RB1463  USGS QUAD   -  CLARKE (1993)
 RB1463
 RB1463                         *CURRENT SURVEY CONTROL
 RB1463  ___________________________________________________________________
 RB1463* NAD 83(1991)-  45 46 36.89804(N)    119 30 39.67280(W)     ADJUSTED  
 RB1463* NAVD 88     -       190.     (meters)     623.     (feet)  SCALED    
 RB1463  ___________________________________________________________________
 RB1463  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 RB1463  GEOID HEIGHT-         -21.82  (meters)                     GEOID03
 RB1463  HORZ ORDER  -  SECOND
 RB1463
 RB1463.The horizontal coordinates were established by classical geodetic methods
 RB1463.and adjusted by the National Geodetic Survey in October 1991.
 RB1463
 RB1463.The orthometric height was scaled from a topographic map.
 RB1463
 RB1463.The Laplace correction was computed from DEFLEC99 derived deflections.
 RB1463
 RB1463.The geoid height was determined by GEOID03.
 RB1463
 RB1463;                    North         East     Units Scale Factor Converg.
 RB1463;SPC OR N     -   234,970.532 2,576,911.236   MT  0.99995093   +0 42 04.9
 RB1463;SPC OR N     -   770,900.70  8,454,433.19   iFT  0.99995093   +0 42 04.9
 RB1463;UTM  11      - 5,072,328.292   304,787.599   MT  1.00006852   -1 48 00.1
 RB1463
 RB1463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RB1463!SPC OR N     -   0.99997363  x   0.99995093  =   0.99992456
 RB1463!UTM  11      -   0.99997363  x   1.00006852  =   1.00004215
 RB1463
 RB1463                          SUPERSEDED SURVEY CONTROL
 RB1463
 RB1463  NAD 83(1986)-  45 46 36.90510(N)    119 30 39.66849(W) AD(       ) 2
 RB1463  NAD 27      -  45 46 37.42500(N)    119 30 35.58600(W) AD(       ) 2
 RB1463
 RB1463.Superseded values are not recommended for survey control.
 RB1463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1463.See file dsdata.txt to determine how the superseded data were derived.
 RB1463
 RB1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL0478872328(NAD 83)
 RB1463_MARKER: DB = BENCH MARK DISK
 RB1463_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RB1463+WITH SETTING: INFORMATION.
 RB1463_SP_SET: PREFABRICATED CONCRETE POST
 RB1463
 RB1463  HISTORY     - Date     Condition        Report By
 RB1463  HISTORY     - 1916     MONUMENTED       USGS
 RB1463
 RB1463                          STATION DESCRIPTION
 RB1463
 RB1463'DESCRIBED BY US GEOLOGICAL SURVEY 1916
 RB1463'BM 620 IS A US GEOLOGICAL SURVEY BENCH MARK DISK STAMPED 620,
 RB1463'RIVETED TO THE TOP OF A 4 INCH PIPE WHICH PROJECTS 25 INCHES ABOVE
 RB1463'THE SURFACE OF THE GROUND.  IT IS 117 FEET SOUTH OF THE EAST-WEST
 RB1463'FENCE AND 33 FEET WEST OF THE WOODEN WITNESS POST.
 RB1463'
 RB1463'TO REACH STANFIELD W B STATION FROM THE MAIN GATE, SOUTH
 RB1463'ENTRANCE TO THE UMATILLA ORDANCE DEPOT, GO SOUTH FOR 0.4 MILE
 RB1463'TO THE SOUTH END OF AN OVERPASS AND INTERSTATE 80 N.  TURN RIGHT
 RB1463'AND GO WEST ON A GRAVELED AND MACADAN ROAD FOR 2.65 MILES TO A CATTLE
 RB1463'GUARD.  CONTINUE FOR 1.0 MILE TO A SIDE ROAD ON THE LEFT.  CONTINUE
 RB1463'AHEAD FOR 1.0 MILE TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO SOUTH
 RB1463'ON A TRACK ROAD FOR 0.7 MILE TO A FORK, TAKE RIGHT FORK FOR 0.3 MILE T
 RB1463'FENCE CORNER AND SUMMIT OF SMALL RISE.  CONTINUE FOR 0.2 MILE TO A WIR
 RB1463'GATE AT AN EAST-WEST FENCE LINE.  PASS THROUGH GATE, THEN LEFT, EAST
 RB1463'ALONG A TRACK ROAD FOR 0.35 MILE TO POWER POLE 0146 ON THE LEFT.  LEAV
 RB1463'TRACK ROAD AND GO SOUTHEAST ACROSS FIELD FOR 0.05 MILE AND STANFIELD W
 RB1463'STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0469 ***********************************************************************
 QE0469  DESIGNATION -  63
 QE0469  PID         -  QE0469
 QE0469  STATE/COUNTY-  OR/MARION
 QE0469  USGS QUAD   -  SALEM WEST (1986)
 QE0469
 QE0469                         *CURRENT SURVEY CONTROL
 QE0469  ___________________________________________________________________
 QE0469* NAD 83(1986)-  44 55 59.     (N)    123 00 42.     (W)     SCALED    
 QE0469* NAVD 88     -        56.383  (meters)     184.98   (feet)  ADJUSTED  
 QE0469  ___________________________________________________________________
 QE0469  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 QE0469  DYNAMIC HT  -          56.381 (meters)     184.98  (feet)  COMP
 QE0469  MODELED GRAV-     980,570.7   (mgal)                       NAVD 88
 QE0469
 QE0469  VERT ORDER  -  FIRST     CLASS II
 QE0469
 QE0469.The horizontal coordinates were scaled from a topographic map and have
 QE0469.an estimated accuracy of +/- 6 seconds.
 QE0469
 QE0469.The orthometric height was determined by differential leveling
 QE0469.and adjusted in June 1991.
 QE0469
 QE0469.The geoid height was determined by GEOID03.
 QE0469
 QE0469.The dynamic height is computed by dividing the NAVD 88
 QE0469.geopotential number by the normal gravity value computed on the
 QE0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0469.degrees latitude (g = 980.6199 gals.).
 QE0469
 QE0469.The modeled gravity was interpolated from observed gravity values.
 QE0469
 QE0469;                    North         East    Units  Estimated Accuracy
 QE0469;SPC OR N     -   143,800.    2,301,780.      MT  (+/- 180 meters Scaled)
 QE0469
 QE0469                          SUPERSEDED SURVEY CONTROL
 QE0469
 QE0469  NGVD 29 (??/??/92)   55.355  (m)          181.61   (f) ADJ UNCH    1 2
 QE0469
 QE0469.Superseded values are not recommended for survey control.
 QE0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0469.See file dsdata.txt to determine how the superseded data were derived.
 QE0469
 QE0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ990755(NAD 83)
 QE0469_MARKER: DD = SURVEY DISK
 QE0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0469_STAMPING: 63
 QE0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0469+STABILITY: SURFACE MOTION
 QE0469
 QE0469  HISTORY     - Date     Condition        Report By
 QE0469  HISTORY     - UNK      MONUMENTED       OR1810
 QE0469  HISTORY     - 1941     GOOD             NGS
 QE0469  HISTORY     - 20000315 MARK NOT FOUND   USPSQD
 QE0469
 QE0469                          STATION DESCRIPTION
 QE0469
 QE0469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QE0469'IN SALEM.
 QE0469'MARK IS LOCATED IN EAST PART OF SALEM, NORTHWEST CORNER OF
 QE0469'TWENTY-FOURTH AND STATE STREETS, 7 FEET WEST AND 2 FEET NORTH OF CURB
 QE0469'LINES, IN PARKING.
 QE0469
 QE0469                          STATION RECOVERY (2000)
 QE0469
 QE0469'RECOVERY NOTE BY US POWER SQUADRON 2000
 QE0469'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0335 ***********************************************************************
 NX0335  DESIGNATION -  63 FMK
 NX0335  PID         -  NX0335
 NX0335  STATE/COUNTY-  OR/HARNEY
 NX0335  USGS QUAD   -  BALLS LAKE (1971)
 NX0335
 NX0335                         *CURRENT SURVEY CONTROL
 NX0335  ___________________________________________________________________
 NX0335* NAD 83(1986)-  42 57 39.     (N)    119 28 11.     (W)     SCALED    
 NX0335* NAVD 88     -      1621.517  (meters)    5319.93   (feet)  ADJUSTED  
 NX0335  ___________________________________________________________________
 NX0335  GEOID HEIGHT-         -19.58  (meters)                     GEOID03
 NX0335  DYNAMIC HT  -        1620.569 (meters)    5316.82  (feet)  COMP
 NX0335  MODELED GRAV-     979,977.9   (mgal)                       NAVD 88
 NX0335
 NX0335  VERT ORDER  -  SECOND    CLASS 0
 NX0335
 NX0335.The horizontal coordinates were scaled from a topographic map and have
 NX0335.an estimated accuracy of +/- 6 seconds.
 NX0335
 NX0335.The orthometric height was determined by differential leveling
 NX0335.and adjusted in August 1995.
 NX0335
 NX0335.The geoid height was determined by GEOID03.
 NX0335
 NX0335.The dynamic height is computed by dividing the NAVD 88
 NX0335.geopotential number by the normal gravity value computed on the
 NX0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0335.degrees latitude (g = 980.6199 gals.).
 NX0335
 NX0335.The modeled gravity was interpolated from observed gravity values.
 NX0335
 NX0335;                    North         East    Units  Estimated Accuracy
 NX0335;SPC OR S     -   144,280.    1,584,050.      MT  (+/- 180 meters Scaled)
 NX0335
 NX0335                          SUPERSEDED SURVEY CONTROL
 NX0335
 NX0335.No superseded survey control is available for this station.
 NX0335
 NX0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKH985594(NAD 83)
 NX0335_MARKER: DB = BENCH MARK DISK
 NX0335_SETTING: 66 = SET IN ROCK OUTCROP
 NX0335_SP_SET: ROCK OUTCROP
 NX0335_STAMPING: 63 FMK 1970 5316
 NX0335_MARK LOGO: USGS  
 NX0335_MAGNETIC: N = NO MAGNETIC MATERIAL
 NX0335_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NX0335+STABILITY: POSITION/ELEVATION WELL
 NX0335
 NX0335  HISTORY     - Date     Condition        Report By
 NX0335  HISTORY     - 1970     MONUMENTED       USGS
 NX0335
 NX0335                          STATION DESCRIPTION
 NX0335
 NX0335'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NX0335'FROM THE WINDMILL (T29S R27E SEC 32), PROCEED 0.3 MILE SOUTH ALONG A
 NX0335'DIRT ROAD TO A ROAD FORK, THENCE 0.6 MILE NORTHEAST ALONG A DIRT ROAD
 NX0335'TO A ROAD JUNCTION, THENCE 5.3 MILES SOUTHEAST ALONG THE DIRT ROAD TO
 NX0335'MATTIES ARK AND FOSTER LAKE, 70 FEET NORTH OF THE CENTERLINE OF THE
 NX0335'ROAD, WITNESS POST SET AT BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC0650 ***********************************************************************
 SC0650  DESIGNATION -  638
 SC0650  PID         -  SC0650
 SC0650  STATE/COUNTY-  OR/CLATSOP
 SC0650  USGS QUAD   -  GREEN MOUNTAIN (1949)
 SC0650
 SC0650                         *CURRENT SURVEY CONTROL
 SC0650  ___________________________________________________________________
 SC0650* NAD 83(1986)-  46 03 01.     (N)    123 39 25.     (W)     SCALED    
 SC0650* NAVD 88     -       195.730  (meters)     642.16   (feet)  ADJUSTED  
 SC0650  ___________________________________________________________________
 SC0650  GEOID HEIGHT-         -22.04  (meters)                     GEOID03
 SC0650  DYNAMIC HT  -         195.744 (meters)     642.20  (feet)  COMP
 SC0650  MODELED GRAV-     980,680.3   (mgal)                       NAVD 88
 SC0650
 SC0650  VERT ORDER  -  SECOND    CLASS 0
 SC0650
 SC0650.The horizontal coordinates were scaled from a topographic map and have
 SC0650.an estimated accuracy of +/- 6 seconds.
 SC0650
 SC0650.The orthometric height was determined by differential leveling
 SC0650.and adjusted in June 1991.
 SC0650
 SC0650.The geoid height was determined by GEOID03.
 SC0650
 SC0650.The dynamic height is computed by dividing the NAVD 88
 SC0650.geopotential number by the normal gravity value computed on the
 SC0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0650.degrees latitude (g = 980.6199 gals.).
 SC0650
 SC0650.The modeled gravity was interpolated from observed gravity values.
 SC0650
 SC0650;                    North         East    Units  Estimated Accuracy
 SC0650;SPC OR N     -   269,660.    2,255,730.      MT  (+/- 180 meters Scaled)
 SC0650
 SC0650                          SUPERSEDED SURVEY CONTROL
 SC0650
 SC0650  NGVD 29 (??/??/92)  194.640  (m)          638.58   (f) ADJ UNCH    2 0
 SC0650
 SC0650.Superseded values are not recommended for survey control.
 SC0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0650.See file dsdata.txt to determine how the superseded data were derived.
 SC0650
 SC0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR491998(NAD 83)
 SC0650_MARKER: B = BOLT
 SC0650_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SC0650_SP_SET: CURB
 SC0650_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC0650
 SC0650  HISTORY     - Date     Condition        Report By
 SC0650  HISTORY     - UNK      MONUMENTED       CGS
 SC0650  HISTORY     - 1961     MARK NOT FOUND   NGS
 SC0650
 SC0650                          STATION DESCRIPTION
 SC0650
 SC0650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SC0650'7.1 MI SE FROM OLNEY.
 SC0650'IN TOP OF A CONCRETE CURB 20 FEET FROM THE WEST END, ABOUT 0.5 MILE
 SC0650'NORTH OF THE SUMMIT OF GLAZER GRADE, AND ON THE NORTH SIDE OF HIGHWAY
 SC0650'202.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0324 ***********************************************************************
 PC0324  DESIGNATION -  639=Q 267
 PC0324  PID         -  PC0324
 PC0324  STATE/COUNTY-  OR/DOUGLAS
 PC0324  USGS QUAD   -  MYRTLE CREEK (1987)
 PC0324
 PC0324                         *CURRENT SURVEY CONTROL
 PC0324  ___________________________________________________________________
 PC0324* NAD 83(1986)-  43 01 30.     (N)    123 17 40.     (W)     SCALED    
 PC0324* NAVD 88     -       196.109  (meters)     643.40   (feet)  ADJUSTED  
 PC0324  ___________________________________________________________________
 PC0324  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 PC0324  DYNAMIC HT  -         196.056 (meters)     643.23  (feet)  COMP
 PC0324  MODELED GRAV-     980,348.8   (mgal)                       NAVD 88
 PC0324
 PC0324  VERT ORDER  -  FIRST     CLASS II
 PC0324
 PC0324.The horizontal coordinates were scaled from a topographic map and have
 PC0324.an estimated accuracy of +/- 6 seconds.
 PC0324
 PC0324.The orthometric height was determined by differential leveling
 PC0324.and adjusted in June 1991.
 PC0324
 PC0324.The geoid height was determined by GEOID03.
 PC0324
 PC0324.The dynamic height is computed by dividing the NAVD 88
 PC0324.geopotential number by the normal gravity value computed on the
 PC0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0324.degrees latitude (g = 980.6199 gals.).
 PC0324
 PC0324.The modeled gravity was interpolated from observed gravity values.
 PC0324
 PC0324;                    North         East    Units  Estimated Accuracy
 PC0324;SPC OR S     -   154,690.    1,272,300.      MT  (+/- 180 meters Scaled)
 PC0324
 PC0324                          SUPERSEDED SURVEY CONTROL
 PC0324
 PC0324  NGVD 29 (??/??/92)  195.062  (m)          639.97   (f) ADJ UNCH    1 2
 PC0324
 PC0324.Superseded values are not recommended for survey control.
 PC0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0324.See file dsdata.txt to determine how the superseded data were derived.
 PC0324
 PC0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN760636(NAD 83)
 PC0324_MARKER: DD = SURVEY DISK
 PC0324_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PC0324_SP_SET: CURB
 PC0324_STAMPING: 639 Q 267 1925
 PC0324_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PC0324
 PC0324  HISTORY     - Date     Condition        Report By
 PC0324  HISTORY     - 1925     MONUMENTED       USGS
 PC0324  HISTORY     - 1954     GOOD             NGS
 PC0324  HISTORY     - 1963     GOOD             USGS
 PC0324  HISTORY     - 1987     MARK NOT FOUND   NGS
 PC0324
 PC0324                          STATION DESCRIPTION
 PC0324
 PC0324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 PC0324'IN MYRTLE CREEK.
 PC0324'AT MYRTLE CREEK, 0.4 MILE NORTH ALONG THE SOUTHERN PACIFIC COMPANY
 PC0324'RAILROAD FROM THE STATION, AT THE U. S. HIGHWAY 99 BRIDGE OVER THE
 PC0324'RAILROAD AND SOUTH UMPQUA RIVER, IN THE TOP OF THE EAST END OF THE
 PC0324'SOUTH CONCRETE CURB, 10.7 FEET SOUTH OF THE CENTER LINE OF THE
 PC0324'HIGHWAY, ABOUT LEVEL WITH THE HIGHWAY, AND ABOUT 35 FEET HIGHER THAN
 PC0324'THE TRACK.  NOTE-- THE MARK IS LEANING.  THE ROD WAS HELD ON THE WORD
 PC0324'DATUM DURING THE 1954 RELEVELING.
 PC0324
 PC0324                          STATION RECOVERY (1963)
 PC0324
 PC0324'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 PC0324'RECOVERED IN GOOD CONDITION.
 PC0324
 PC0324                          STATION RECOVERY (1987)
 PC0324
 PC0324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PC0324'THE BRIDGE HAS BEEN REBUILT AND THE HEADWALL REPLACED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0289 ***********************************************************************
 PB0289  DESIGNATION -  64
 PB0289  PID         -  PB0289
 PB0289  STATE/COUNTY-  OR/LAKE
 PB0289  USGS QUAD   -  HOLE-IN-THE-GROUND (1982)
 PB0289
 PB0289                         *CURRENT SURVEY CONTROL
 PB0289  ___________________________________________________________________
 PB0289* NAD 83(1986)-  43 23 06.     (N)    121 12 56.     (W)     SCALED    
 PB0289* NAVD 88     -      1436.170  (meters)    4711.83   (feet)  ADJUSTED  
 PB0289  ___________________________________________________________________
 PB0289  GEOID HEIGHT-         -20.83  (meters)                     GEOID03
 PB0289  DYNAMIC HT  -        1435.397 (meters)    4709.30  (feet)  COMP
 PB0289  MODELED GRAV-     980,031.1   (mgal)                       NAVD 88
 PB0289
 PB0289  VERT ORDER  -  SECOND    CLASS 0
 PB0289
 PB0289.The horizontal coordinates were scaled from a topographic map and have
 PB0289.an estimated accuracy of +/- 6 seconds.
 PB0289
 PB0289.The orthometric height was determined by differential leveling
 PB0289.and adjusted in June 1991.
 PB0289
 PB0289.The geoid height was determined by GEOID03.
 PB0289
 PB0289.The dynamic height is computed by dividing the NAVD 88
 PB0289.geopotential number by the normal gravity value computed on the
 PB0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0289.degrees latitude (g = 980.6199 gals.).
 PB0289
 PB0289.The modeled gravity was interpolated from observed gravity values.
 PB0289
 PB0289;                    North         East    Units  Estimated Accuracy
 PB0289;SPC OR S     -   191,130.    1,442,030.      MT  (+/- 180 meters Scaled)
 PB0289
 PB0289                          SUPERSEDED SURVEY CONTROL
 PB0289
 PB0289  NGVD 29 (??/??/92) 1434.899  (m)         4707.66   (f) ADJ UNCH    2 0
 PB0289
 PB0289.Superseded values are not recommended for survey control.
 PB0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0289.See file dsdata.txt to determine how the superseded data were derived.
 PB0289
 PB0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP445051(NAD 83)
 PB0289_MARKER: DD = SURVEY DISK
 PB0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0289_STAMPING: 4707 64 1930
 PB0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0289+STABILITY: SURFACE MOTION
 PB0289
 PB0289  HISTORY     - Date     Condition        Report By
 PB0289  HISTORY     - 1930     MONUMENTED       BPR
 PB0289  HISTORY     - 1931     GOOD             NGS
 PB0289
 PB0289                          STATION DESCRIPTION
 PB0289
 PB0289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 PB0289'22.1 MI NW FROM SILVER LAKE.
 PB0289'ABOUT 22.1 MILES NORTHWEST ALONG THE FREMONT HIGHWAY (OREGON 31) FROM
 PB0289'SILVER LAKE, LAKE COUNTY, AT THE NORTH END OF A CURVE, AND 40 FEET
 PB0289'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY.  A UNITED STATES BUREAU
 PB0289'OF PUBLIC ROADS STANDARD DISK, STAMPED 4707 64 1930 AND SET IN THE TOP
 PB0289'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0336 ***********************************************************************
 NX0336  DESIGNATION -  64 FMK
 NX0336  PID         -  NX0336
 NX0336  STATE/COUNTY-  OR/HARNEY
 NX0336  USGS QUAD   -  BALLS LAKE (1971)
 NX0336
 NX0336                         *CURRENT SURVEY CONTROL
 NX0336  ___________________________________________________________________
 NX0336* NAD 83(1986)-  42 57 41.     (N)    119 29 18.     (W)     SCALED    
 NX0336* NAVD 88     -      1648.109  (meters)    5407.17   (feet)  ADJUSTED  
 NX0336  ___________________________________________________________________
 NX0336  GEOID HEIGHT-         -19.61  (meters)                     GEOID03
 NX0336  DYNAMIC HT  -        1647.138 (meters)    5403.99  (feet)  COMP
 NX0336  MODELED GRAV-     979,972.3   (mgal)                       NAVD 88
 NX0336
 NX0336  VERT ORDER  -  SECOND    CLASS 0
 NX0336
 NX0336.The horizontal coordinates were scaled from a topographic map and have
 NX0336.an estimated accuracy of +/- 6 seconds.
 NX0336
 NX0336.The orthometric height was determined by differential leveling
 NX0336.and adjusted in August 1995.
 NX0336
 NX0336.The geoid height was determined by GEOID03.
 NX0336
 NX0336.The dynamic height is computed by dividing the NAVD 88
 NX0336.geopotential number by the normal gravity value computed on the
 NX0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0336.degrees latitude (g = 980.6199 gals.).
 NX0336
 NX0336.The modeled gravity was interpolated from observed gravity values.
 NX0336
 NX0336;                    North         East    Units  Estimated Accuracy
 NX0336;SPC OR S     -   144,320.    1,582,530.      MT  (+/- 180 meters Scaled)
 NX0336
 NX0336                          SUPERSEDED SURVEY CONTROL
 NX0336
 NX0336.No superseded survey control is available for this station.
 NX0336
 NX0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKH970595(NAD 83)
 NX0336_MARKER: DB = BENCH MARK DISK
 NX0336_SETTING: 66 = SET IN ROCK OUTCROP
 NX0336_SP_SET: ROCK OUTCROP
 NX0336_STAMPING: 64 FMK 1970 5403
 NX0336_MARK LOGO: USGS  
 NX0336_MAGNETIC: N = NO MAGNETIC MATERIAL
 NX0336_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NX0336+STABILITY: POSITION/ELEVATION WELL
 NX0336
 NX0336  HISTORY     - Date     Condition        Report By
 NX0336  HISTORY     - 1970     MONUMENTED       USGS
 NX0336
 NX0336                          STATION DESCRIPTION
 NX0336
 NX0336'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NX0336'FROM THE WINDMILL (T29S R27E SEC 32), PROCEED 0.3 MILE SOUTH ALONG A
 NX0336'DIRT ROAD TO A ROAD FORK, THENCE 0.6 MILE NORTHEAST ALONG A DIRT ROAD
 NX0336'TO A ROAD JUNCTION, THENCE 4.3 MILES SOUTHEAST ALONG THE DIRT ROAD TO
 NX0336'MATTIES ARK AND FOSTER LAKE, 45 FEET WEST OF THE CENTERLINE OF THE
 NX0336'ROAD, 7 FEET EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1521 ***********************************************************************
 RC1521  DESIGNATION -  64.94
 RC1521  PID         -  RC1521
 RC1521  STATE/COUNTY-  OR/MULTNOMAH
 RC1521  USGS QUAD   -  BONNEVILLE DAM (1994)
 RC1521
 RC1521                         *CURRENT SURVEY CONTROL
 RC1521  ___________________________________________________________________
 RC1521* NAD 83(1986)-  45 38 32.     (N)    121 56 38.     (W)     SCALED    
 RC1521* NAVD 88     -        20.875  (meters)      68.49   (feet)  ADJUSTED  
 RC1521  ___________________________________________________________________
 RC1521  GEOID HEIGHT-         -21.82  (meters)                     GEOID03
 RC1521  DYNAMIC HT  -          20.874 (meters)      68.48  (feet)  COMP
 RC1521  MODELED GRAV-     980,578.8   (mgal)                       NAVD 88
 RC1521
 RC1521  VERT ORDER  -  FIRST     CLASS II
 RC1521
 RC1521.The horizontal coordinates were scaled from a topographic map and have
 RC1521.an estimated accuracy of +/- 6 seconds.
 RC1521
 RC1521.The orthometric height was determined by differential leveling
 RC1521.and adjusted in June 1991.
 RC1521
 RC1521.The geoid height was determined by GEOID03.
 RC1521
 RC1521.The dynamic height is computed by dividing the NAVD 88
 RC1521.geopotential number by the normal gravity value computed on the
 RC1521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1521.degrees latitude (g = 980.6199 gals.).
 RC1521
 RC1521.The modeled gravity was interpolated from observed gravity values.
 RC1521
 RC1521;                    North         East    Units  Estimated Accuracy
 RC1521;SPC OR N     -   220,540.    2,387,450.      MT  (+/- 180 meters Scaled)
 RC1521
 RC1521                          SUPERSEDED SURVEY CONTROL
 RC1521
 RC1521  NGVD 29 (??/??/92)   19.857  (m)           65.15   (f) ADJ UNCH    1 2
 RC1521
 RC1521.Superseded values are not recommended for survey control.
 RC1521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1521.See file dsdata.txt to determine how the superseded data were derived.
 RC1521
 RC1521_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER823548(NAD 83)
 RC1521_MARKER: DD = SURVEY DISK
 RC1521_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RC1521_SP_SET: CULVERT
 RC1521_STAMPING: EL 64.94
 RC1521_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC1521_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RC1521+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2008
 RC1521
 RC1521  HISTORY     - Date     Condition        Report By
 RC1521  HISTORY     - UNK      MONUMENTED       DOD
 RC1521  HISTORY     - 1943     GOOD             NGS
 RC1521  HISTORY     - 20040726 GOOD             USPSQD
 RC1521  HISTORY     - 20060319 GOOD             USPSQD
 RC1521  HISTORY     - 20080924 GOOD             USACE
 RC1521
 RC1521                          STATION DESCRIPTION
 RC1521
 RC1521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 RC1521'IN BONNEVILLE.
 RC1521'AT BONNEVILLE, ON THE BONNEVILLE RESERVATION, 0.1 MILE NORTH OF THE
 RC1521'NORTH END OF THE POWER HOUSE, 180.0 FEET WEST AROUND CIRCULAR
 RC1521'RETAINING WALL FROM WALKWAY ACROSS FISHWAY, ON THE TOP OF RETAINING
 RC1521'WALL ALONG THE NORTH SIDE OF FISHWAY, 4.2 FEET EAST OF POINT WHERE
 RC1521'RETAINING WALL MAKES A 45 DEGREE DIP DOWNWARD.
 RC1521
 RC1521                          STATION RECOVERY (2004)
 RC1521
 RC1521'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 RC1521'RECOVERED IN GOOD CONDITION.
 RC1521
 RC1521                          STATION RECOVERY (2006)
 RC1521
 RC1521'RECOVERY NOTE BY US POWER SQUADRON 2006
 RC1521'RECOVERED IN GOOD CONDITION.
 RC1521
 RC1521                          STATION RECOVERY (2008)
 RC1521
 RC1521'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2008 (JAK)
 RC1521'POINT IS NOW BEHIND A FENCE AND LOCKED GATE.  IT IS UNDER CONTROL
 RC1521'PANELS AND A HORIZONTAL 4  PIPE THAT RUNS 1  OVER THE TOP OF THE
 RC1521'MONUMENT, MAKING IT DIFFICULT TO ACCESS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0292 ***********************************************************************
 PC0292  DESIGNATION -  640=B 11
 PC0292  PID         -  PC0292
 PC0292  STATE/COUNTY-  OR/LANE
 PC0292  USGS QUAD   -  COTTAGE GROVE (1984)
 PC0292
 PC0292                         *CURRENT SURVEY CONTROL
 PC0292  ___________________________________________________________________
 PC0292* NAD 83(1986)-  43 47 50.     (N)    123 03 43.     (W)     SCALED    
 PC0292* NAVD 88     -       196.485  (meters)     644.63   (feet)  ADJUSTED  
 PC0292  ___________________________________________________________________
 PC0292  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 PC0292  DYNAMIC HT  -         196.448 (meters)     644.51  (feet)  COMP
 PC0292  MODELED GRAV-     980,427.3   (mgal)                       NAVD 88
 PC0292
 PC0292  VERT ORDER  -  FIRST     CLASS II
 PC0292
 PC0292.The horizontal coordinates were scaled from a topographic map and have
 PC0292.an estimated accuracy of +/- 6 seconds.
 PC0292
 PC0292.The orthometric height was determined by differential leveling
 PC0292.and adjusted in June 1991.
 PC0292
 PC0292.The geoid height was determined by GEOID03.
 PC0292
 PC0292.The dynamic height is computed by dividing the NAVD 88
 PC0292.geopotential number by the normal gravity value computed on the
 PC0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0292.degrees latitude (g = 980.6199 gals.).
 PC0292
 PC0292.The modeled gravity was interpolated from observed gravity values.
 PC0292
 PC0292;                    North         East    Units  Estimated Accuracy
 PC0292;SPC OR S     -   239,830.    1,293,860.      MT  (+/- 180 meters Scaled)
 PC0292
 PC0292                          SUPERSEDED SURVEY CONTROL
 PC0292
 PC0292  NGVD 29 (??/??/92)  195.334  (m)          640.86   (f) ADJ UNCH    1 2
 PC0292
 PC0292.Superseded values are not recommended for survey control.
 PC0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0292.See file dsdata.txt to determine how the superseded data were derived.
 PC0292
 PC0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP950493(NAD 83)
 PC0292_MARKER: DD = SURVEY DISK
 PC0292_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PC0292_SP_SET: STEP
 PC0292_STAMPING: B 11 1934 640 1917 563 12
 PC0292_MARK LOGO: USGS  
 PC0292_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PC0292
 PC0292  HISTORY     - Date     Condition        Report By
 PC0292  HISTORY     - 1917     MONUMENTED       USGS
 PC0292  HISTORY     - 1934     GOOD             NGS
 PC0292  HISTORY     - 1987     GOOD             NGS
 PC0292
 PC0292                          STATION DESCRIPTION
 PC0292
 PC0292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PC0292'IN COTTAGE GROVE.
 PC0292'AT COTTAGE GROVE, LANE COUNTY, AT THE SOUTHWEST CORNER OF SIXTH AND
 PC0292'MAIN STREETS, IN THE SECOND STEP OF THE FIRST NATIONAL BANK BUILDING,
 PC0292'IN A SMALL RECESS ON THE EAST SIDE OF THE ENTRANCE.  A UNITED STATES
 PC0292'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 640, 640.563 12 B11 1917
 PC0292'1934.
 PC0292
 PC0292                          STATION RECOVERY (1987)
 PC0292
 PC0292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PC0292'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN COTTAGE
 PC0292'GROVE, AT THE INTERSECTION OF SOUTH 6TH AND MAIN STREETS, IN THE
 PC0292'SECOND STEP AT THE MAIN ENTRANCE TO THE WILSON BUILDING
 PC0292'(OLD NATIONAL BANK), 11.1 M (36.4 FT) WEST OF THE CENTERLINE OF 6TH
 PC0292'STREET, 10.0 M (32.8 FT) SOUTH OF THE CENTERLINE OF MAIN STREET, 3.3
 PC0292'M (10.8 FT) WEST OF THE NORTHEAST CORNER OF THE BUILDING, AND 1.3 M
 PC0292'(4.3 FT) EAST OF THE CENTER OF THE ENTRANCE.  NOTE--A 12 HAS BEEN
 PC0292'ADDED TO THE STAMPING AND IT IS AS ABOVE.
 PC0292'THE MARK IS 0.3 M ABOVE A SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0414 ***********************************************************************
 NZ0414  DESIGNATION -  642 B
 NZ0414  PID         -  NZ0414
 NZ0414  STATE/COUNTY-  OR/DOUGLAS
 NZ0414  USGS QUAD   -  CANYONVILLE (1986)
 NZ0414
 NZ0414                         *CURRENT SURVEY CONTROL
 NZ0414  ___________________________________________________________________
 NZ0414* NAD 83(1986)-  42 59 39.     (N)    123 20 02.     (W)     SCALED    
 NZ0414* NAVD 88     -       197.043  (meters)     646.47   (feet)  ADJUSTED  
 NZ0414  ___________________________________________________________________
 NZ0414  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 NZ0414  DYNAMIC HT  -         196.990 (meters)     646.29  (feet)  COMP
 NZ0414  MODELED GRAV-     980,344.9   (mgal)                       NAVD 88
 NZ0414
 NZ0414  VERT ORDER  -  FIRST     CLASS II
 NZ0414
 NZ0414.The horizontal coordinates were scaled from a topographic map and have
 NZ0414.an estimated accuracy of +/- 6 seconds.
 NZ0414
 NZ0414.The orthometric height was determined by differential leveling
 NZ0414.and adjusted in June 1991.
 NZ0414
 NZ0414.The geoid height was determined by GEOID03.
 NZ0414
 NZ0414.The dynamic height is computed by dividing the NAVD 88
 NZ0414.geopotential number by the normal gravity value computed on the
 NZ0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0414.degrees latitude (g = 980.6199 gals.).
 NZ0414
 NZ0414.The modeled gravity was interpolated from observed gravity values.
 NZ0414
 NZ0414;                    North         East    Units  Estimated Accuracy
 NZ0414;SPC OR S     -   151,370.    1,268,970.      MT  (+/- 180 meters Scaled)
 NZ0414
 NZ0414                          SUPERSEDED SURVEY CONTROL
 NZ0414
 NZ0414  NGVD 29 (??/??/92)  195.997  (m)          643.03   (f) ADJ UNCH    1 2
 NZ0414
 NZ0414.Superseded values are not recommended for survey control.
 NZ0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0414.See file dsdata.txt to determine how the superseded data were derived.
 NZ0414
 NZ0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN727602(NAD 83)
 NZ0414_MARKER: P = PIPE CAP
 NZ0414_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NZ0414_SP_SET: SHALLOW-SET PIPE
 NZ0414_STAMPING: 642 B 1903
 NZ0414_MARK LOGO: USGS  
 NZ0414_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0414
 NZ0414  HISTORY     - Date     Condition        Report By
 NZ0414  HISTORY     - 1903     MONUMENTED       USGS
 NZ0414  HISTORY     - 1968     GOOD             NGS
 NZ0414  HISTORY     - 1987     GOOD             NGS
 NZ0414
 NZ0414                          STATION DESCRIPTION
 NZ0414
 NZ0414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 NZ0414'3.5 MI N FROM RIDDLE.
 NZ0414'3.5 MILES NORTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 NZ0414'STATION AT RIDDLE, 102 FEET SOUTHWEST OF WHERE THE POWER LINE CROSSES
 NZ0414'THE GRAVELED ROAD, 47 FEET SOUTHEAST OF THE CENTER OF THE GRAVELED
 NZ0414'ROAD THAT PARALLELS THE RAILROAD, 40 FEET SOUTHWEST OF THE SOUTHWEST
 NZ0414'END OF A STEEL GATE IN THE RIGHT-OF-WAY FENCE LINE, 34 FEET NORTHEAST
 NZ0414'OF THE NORTH END OF A CULVERT UNDER THE RAILROAD, 26 FEET NORTHWEST OF
 NZ0414'THE NEAREST RAIL, 2 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE LINE AND
 NZ0414'1 FOOT NORTHEAST OF A METAL WITNESS POST.  A BRONZE CAP RIVETED ON TOP
 NZ0414'OF A 3 1/2-INCH IRON PIPE ENCASED IN A 12-INCH SQUARE CONCRETE
 NZ0414'MONUMENT THAT PROJECTS 1 FOOT.
 NZ0414
 NZ0414                          STATION RECOVERY (1987)
 NZ0414
 NZ0414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 NZ0414'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  5.1 KM
 NZ0414'(3.15 MI) SOUTHWESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM ITS
 NZ0414'JUNCTION WITH STATE HIGHWAY 99 IN MYRTLE CREEK, OR 5.6 KM (3.50 MI)
 NZ0414'NORTHEASTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM ITS JUNCTION
 NZ0414'WITH MAIN STREET IN RIDDLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0592 ***********************************************************************
 PC0592  DESIGNATION -  65
 PC0592  PID         -  PC0592
 PC0592  STATE/COUNTY-  OR/DOUGLAS
 PC0592  USGS QUAD   -  DEVILS GRAVEYARD (1990)
 PC0592
 PC0592                         *CURRENT SURVEY CONTROL
 PC0592  ___________________________________________________________________
 PC0592* NAD 83(1991)-  43 40 12.11792(N)    123 41 42.54668(W)     ADJUSTED  
 PC0592* NAVD 88     -        21.103  (meters)      69.24   (feet)  ADJUSTED  
 PC0592  ___________________________________________________________________
 PC0592  LAPLACE CORR-           3.82  (seconds)                    DEFLEC99
 PC0592  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 PC0592  DYNAMIC HT  -          21.099 (meters)      69.22  (feet)  COMP
 PC0592  MODELED GRAV-     980,471.3   (mgal)                       NAVD 88
 PC0592
 PC0592  HORZ ORDER  -  SECOND
 PC0592  VERT ORDER  -  FIRST     CLASS II
 PC0592
 PC0592.The horizontal coordinates were established by classical geodetic methods
 PC0592.and adjusted by the National Geodetic Survey in October 1991.
 PC0592
 PC0592.The orthometric height was determined by differential leveling
 PC0592.and adjusted in June 1991.
 PC0592
 PC0592.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC0592
 PC0592.The geoid height was determined by GEOID03.
 PC0592
 PC0592.The dynamic height is computed by dividing the NAVD 88
 PC0592.geopotential number by the normal gravity value computed on the
 PC0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0592.degrees latitude (g = 980.6199 gals.).
 PC0592
 PC0592.The modeled gravity was interpolated from observed gravity values.
 PC0592
 PC0592;                    North         East     Units Scale Factor Converg.
 PC0592;SPC OR S     -   227,457.403 1,242,392.844   MT  0.99993287   -2 11 09.4
 PC0592;SPC OR S     -   746,251.32  4,076,092.01   iFT  0.99993287   -2 11 09.4
 PC0592;UTM  10      - 4,835,459.921   443,958.805   MT  0.99963863   -0 28 48.1
 PC0592
 PC0592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC0592!SPC OR S     -   1.00000039  x   0.99993287  =   0.99993326
 PC0592!UTM  10      -   1.00000039  x   0.99963863  =   0.99963902
 PC0592
 PC0592                          SUPERSEDED SURVEY CONTROL
 PC0592
 PC0592  NAD 83(1986)-  43 40 12.12285(N)    123 41 42.58314(W) AD(       ) 2
 PC0592  NAD 27      -  43 40 12.69673(N)    123 41 38.22373(W) AD(       ) 2
 PC0592  NGVD 29 (??/??/92)   20.016  (m)           65.67   (f) ADJ UNCH    1 2
 PC0592
 PC0592.Superseded values are not recommended for survey control.
 PC0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0592.See file dsdata.txt to determine how the superseded data were derived.
 PC0592
 PC0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP4395935460(NAD 83)
 PC0592_MARKER: DB = BENCH MARK DISK
 PC0592_SETTING: 80 = SET IN A BOULDER
 PC0592_SP_SET: BOULDER
 PC0592_STAMPING: 65 B B 1919
 PC0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0592+STABILITY: SURFACE MOTION
 PC0592
 PC0592  HISTORY     - Date     Condition        Report By
 PC0592  HISTORY     - 1971     MONUMENTED       USGS
 PC0592  HISTORY     - 1971     GOOD             NGS
 PC0592
 PC0592                          STATION DESCRIPTION
 PC0592
 PC0592'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 PC0592'SEE STATION HEDDEN
 PC0592
 PC0592                          STATION RECOVERY (1971)
 PC0592
 PC0592'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 PC0592'8.3 MI E FROM SCOTTSBURG.
 PC0592'TO REACH FROM THE POST OFFICE IN SCOTTSBURG, GO EAST ON STATE HIGHWAY
 PC0592'38 FOR 8.2 MILES TO MILEPOST 25.  CONTINUE EAST ON THE HIGHWAY FOR 0.1
 PC0592'MILE TO A METAL-FRAMED GATE AND A UTILITY POLE, NO. ES 182.  ON THE
 PC0592'LEFT AND THE MARK AS DESCRIBED.  THE DISK IS CEMENTED IN A DRILL HOLE
 PC0592'IN THE NORTH SIDE OF A LARGE BOULDER ABOUT 4 FEET HIGH, 149 FEET
 PC0592'NORTHEAST OF THE FENCE CORNER AND POLE, 131 FEET NORTH OF STATE
 PC0592'HIGHWAY 38, 39 FEET WEST OF A UTILITY POLE AND 38 FEET SOUTH OF A TREE
 PC0592'THAT HAS TWO TRUNKS.  IT IS IN AN OLD FIELD THAT HAS GROWN UP WITH
 PC0592'BUSHES AND BRIARS, AND THE BOULDER IS SOME WHAT HARD TO SEE. NOTE--
 PC0592'THE MARK WAS USED AS THE AZIMUTH FOR TRIANGULATION STATION HEDDEN. A
 PC0592'GEODIMETER TRAVERSE WAS MADE TO THE STATION.  NOTE-- THE STAMPING WAS
 PC0592'PREVIOUSLY NOTED AS BEING 65 B B 1930.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0029 ***********************************************************************
 PB0029  DESIGNATION -  65 CE 28 3 TT 8 650 E
 PB0029  PID         -  PB0029
 PB0029  STATE/COUNTY-  OR/DESCHUTES
 PB0029  USGS QUAD   -  HAMPTON (1983)
 PB0029
 PB0029                         *CURRENT SURVEY CONTROL
 PB0029  ___________________________________________________________________
 PB0029* NAD 83(1986)-  43 39 33.     (N)    120 12 53.     (W)     SCALED    
 PB0029* NAVD 88     -      1347.831  (meters)    4422.01   (feet)  ADJUSTED  
 PB0029  ___________________________________________________________________
 PB0029  GEOID HEIGHT-         -19.76  (meters)                     GEOID03
 PB0029  DYNAMIC HT  -        1347.168 (meters)    4419.83  (feet)  COMP
 PB0029  MODELED GRAV-     980,080.9   (mgal)                       NAVD 88
 PB0029
 PB0029  VERT ORDER  -  FIRST     CLASS II
 PB0029
 PB0029.The horizontal coordinates were scaled from a topographic map and have
 PB0029.an estimated accuracy of +/- 6 seconds.
 PB0029
 PB0029.The orthometric height was determined by differential leveling
 PB0029.and adjusted in June 1991.
 PB0029
 PB0029.The geoid height was determined by GEOID03.
 PB0029
 PB0029.The dynamic height is computed by dividing the NAVD 88
 PB0029.geopotential number by the normal gravity value computed on the
 PB0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0029.degrees latitude (g = 980.6199 gals.).
 PB0029
 PB0029.The modeled gravity was interpolated from observed gravity values.
 PB0029
 PB0029;                    North         East    Units  Estimated Accuracy
 PB0029;SPC OR S     -   221,380.    1,523,010.      MT  (+/- 180 meters Scaled)
 PB0029
 PB0029                          SUPERSEDED SURVEY CONTROL
 PB0029
 PB0029  NGVD 29 (??/??/92) 1346.605  (m)         4417.99   (f) ADJ UNCH    1 2
 PB0029
 PB0029.Superseded values are not recommended for survey control.
 PB0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0029.See file dsdata.txt to determine how the superseded data were derived.
 PB0029
 PB0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGP245377(NAD 83)
 PB0029_MARKER: DD = SURVEY DISK
 PB0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0029+STABILITY: SURFACE MOTION
 PB0029
 PB0029  HISTORY     - Date     Condition        Report By
 PB0029  HISTORY     - UNK      MONUMENTED       DOD
 PB0029  HISTORY     - 1943     GOOD             NGS
 PB0029
 PB0029                          STATION DESCRIPTION
 PB0029
 PB0029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PB0029'1.5 MI SE FROM HAMPTON.
 PB0029'THIS MARK IS ABOUT 1.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 20 FROM
 PB0029'HAMPTON, DESCHUTES COUNTY, 3.0 FEET NORTHEAST OF MILEPOST 65, 54.0
 PB0029'FEET SOUTHEAST OF A POWER POLE, A NAIL SET IN THE TOP OF A CONCRETE
 PB0029'POST PROJECTING ABOUT 1-FOOT ABOVE THE GROUND, 37.2 FEET SOUTHWEST OF
 PB0029'THE CENTER LINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0337 ***********************************************************************
 NX0337  DESIGNATION -  65 FMK
 NX0337  PID         -  NX0337
 NX0337  STATE/COUNTY-  OR/HARNEY
 NX0337  USGS QUAD   -  BALLS LAKE (1971)
 NX0337
 NX0337                         *CURRENT SURVEY CONTROL
 NX0337  ___________________________________________________________________
 NX0337* NAD 83(1986)-  42 57 35.     (N)    119 29 57.     (W)     SCALED    
 NX0337* NAVD 88     -      1649.100  (meters)    5410.42   (feet)  ADJUSTED  
 NX0337  ___________________________________________________________________
 NX0337  GEOID HEIGHT-         -19.62  (meters)                     GEOID03
 NX0337  DYNAMIC HT  -        1648.121 (meters)    5407.21  (feet)  COMP
 NX0337  MODELED GRAV-     979,967.9   (mgal)                       NAVD 88
 NX0337
 NX0337  VERT ORDER  -  SECOND    CLASS 0
 NX0337
 NX0337.The horizontal coordinates were scaled from a topographic map and have
 NX0337.an estimated accuracy of +/- 6 seconds.
 NX0337
 NX0337.The orthometric height was determined by differential leveling
 NX0337.and adjusted in August 1995.
 NX0337
 NX0337.The geoid height was determined by GEOID03.
 NX0337
 NX0337.The dynamic height is computed by dividing the NAVD 88
 NX0337.geopotential number by the normal gravity value computed on the
 NX0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0337.degrees latitude (g = 980.6199 gals.).
 NX0337
 NX0337.The modeled gravity was interpolated from observed gravity values.
 NX0337
 NX0337;                    North         East    Units  Estimated Accuracy
 NX0337;SPC OR S     -   144,120.    1,581,650.      MT  (+/- 180 meters Scaled)
 NX0337
 NX0337                          SUPERSEDED SURVEY CONTROL
 NX0337
 NX0337.No superseded survey control is available for this station.
 NX0337
 NX0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKH961593(NAD 83)
 NX0337_MARKER: DB = BENCH MARK DISK
 NX0337_SETTING: 66 = SET IN ROCK OUTCROP
 NX0337_SP_SET: ROCK OUTCROP
 NX0337_STAMPING: 65 FMK 1970 5406
 NX0337_MARK LOGO: USGS  
 NX0337_MAGNETIC: N = NO MAGNETIC MATERIAL
 NX0337_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NX0337+STABILITY: POSITION/ELEVATION WELL
 NX0337
 NX0337  HISTORY     - Date     Condition        Report By
 NX0337  HISTORY     - 1970     MONUMENTED       USGS
 NX0337
 NX0337                          STATION DESCRIPTION
 NX0337
 NX0337'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NX0337'FROM THE WINDMILL (T29S R27E SEC 32), PROCEED 0.3 MILE SOUTH ALONG A
 NX0337'DIRT ROAD TO A ROAD FORK, THENCE 0.6 MILE NORTHEAST ALONG A DIRT ROAD
 NX0337'TO A ROAD JUNCTION, THENCE 3.8 MILES SOUTHEAST ALONG THE DIRT ROAD TO
 NX0337'MATTIES ARK AND FOSTER LAKE, AT THE TOP OF A GRADE AND AT A ROAD
 NX0337'FORK, 92 FEET WEST OF THE CENTERLINE OF THE ROAD, 83 FEET WEST OF A
 NX0337'WOODEN SIGN, WITNESS POST SET AT BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC2054 ***********************************************************************
 SC2054  DESIGNATION -  65 PLUS 20
 SC2054  PID         -  SC2054
 SC2054  STATE/COUNTY-  OR/CLATSOP
 SC2054  USGS QUAD   -  ASTORIA (1984)
 SC2054
 SC2054                         *CURRENT SURVEY CONTROL
 SC2054  ___________________________________________________________________
 SC2054* NAD 83(1991)-  46 09 54.95168(N)    123 49 17.29740(W)     ADJUSTED  
 SC2054* NAVD 88     -              **(meters)            **(feet)            
 SC2054  ___________________________________________________________________
 SC2054  LAPLACE CORR-          13.43  (seconds)                    DEFLEC99
 SC2054  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 SC2054  HORZ ORDER  -  THIRD
 SC2054
 SC2054.The horizontal coordinates were established by classical geodetic methods
 SC2054.and adjusted by the National Geodetic Survey in October 1991.
 SC2054
 SC2054
 SC2054.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2054
 SC2054.The geoid height was determined by GEOID03.
 SC2054
 SC2054;                    North         East     Units Scale Factor Converg.
 SC2054;SPC OR N     -   282,937.377 2,243,535.347   MT  1.00004624   -2 21 19.9
 SC2054;SPC OR N     -   928,272.23  7,360,680.27   iFT  1.00004624   -2 21 19.9
 SC2054;SPC WA S     -    97,868.781   243,565.812   MT  0.99994129   -2 24 45.7
 SC2054;SPC WA S     -   321,091.16    799,098.83   sFT  0.99994129   -2 24 45.7
 SC2054;UTM  10      - 5,112,737.715   436,581.288   MT  0.99964944   -0 35 33.3
 SC2054
 SC2054                          SUPERSEDED SURVEY CONTROL
 SC2054
 SC2054  NAD 83(1986)-  46 09 54.96457(N)    123 49 17.28236(W) AD(       ) 4
 SC2054  NAD 27      -  46 09 55.58512(N)    123 49 12.77398(W) AD(       ) 3
 SC2054
 SC2054.Superseded values are not recommended for survey control.
 SC2054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2054.See file dsdata.txt to determine how the superseded data were derived.
 SC2054
 SC2054_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS3658112738(NAD 83)
 SC2054
 SC2054  HISTORY     - Date     Condition        Report By
 SC2054  HISTORY     - 1935     MONUMENTED       CGS
 SC2054  HISTORY     - 1958     SEE DESCRIPTION  CGS
 SC2054
 SC2054                          STATION DESCRIPTION
 SC2054
 SC2054'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (RWK)
 SC2054'THE STATION WAS ESTABLISHED ON THE NE CORNER OF THE DIKE
 SC2054'SURROUNDING THE TIP OF LAND PROJECTING SLIGHTLY INTO THE N
 SC2054'PORTION OF THE YOUNGS RIVER, ABOUT 3/4 MILE E OF THE BASCULE
 SC2054'LIFT HIGHWAY BRIDGE.  THE STATION IS ABOUT 1.9 METERS E OF A
 SC2054'SURVEY STAKE MARKED 65 + 20.  THE STATION WAS NOT MARKED.
 SC2054
 SC2054                          STATION RECOVERY (1958)
 SC2054
 SC2054'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (VRS)
 SC2054'THE STATION WAS NOT RECOVERED AND SHOULD BE CONSIDERED LOST.  THE
 SC2054'STATION WAS NOT MARKED WHEN ESTABLISHED AND WAS NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0290 ***********************************************************************
 PB0290  DESIGNATION -  66
 PB0290  PID         -  PB0290
 PB0290  STATE/COUNTY-  OR/LAKE
 PB0290  USGS QUAD   -  HOLE-IN-THE-GROUND (1982)
 PB0290
 PB0290                         *CURRENT SURVEY CONTROL
 PB0290  ___________________________________________________________________
 PB0290* NAD 83(1986)-  43 22 56.     (N)    121 12 47.     (W)     SCALED    
 PB0290* NAVD 88     -      1440.505  (meters)    4726.06   (feet)  ADJUSTED  
 PB0290  ___________________________________________________________________
 PB0290  GEOID HEIGHT-         -20.82  (meters)                     GEOID03
 PB0290  DYNAMIC HT  -        1439.730 (meters)    4723.51  (feet)  COMP
 PB0290  MODELED GRAV-     980,031.0   (mgal)                       NAVD 88
 PB0290
 PB0290  VERT ORDER  -  SECOND    CLASS 0
 PB0290
 PB0290.The horizontal coordinates were scaled from a topographic map and have
 PB0290.an estimated accuracy of +/- 6 seconds.
 PB0290
 PB0290.The orthometric height was determined by differential leveling
 PB0290.and adjusted in June 1991.
 PB0290
 PB0290.The geoid height was determined by GEOID03.
 PB0290
 PB0290.The dynamic height is computed by dividing the NAVD 88
 PB0290.geopotential number by the normal gravity value computed on the
 PB0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0290.degrees latitude (g = 980.6199 gals.).
 PB0290
 PB0290.The modeled gravity was interpolated from observed gravity values.
 PB0290
 PB0290;                    North         East    Units  Estimated Accuracy
 PB0290;SPC OR S     -   190,820.    1,442,230.      MT  (+/- 180 meters Scaled)
 PB0290
 PB0290                          SUPERSEDED SURVEY CONTROL
 PB0290
 PB0290  NGVD 29 (??/??/92) 1439.235  (m)         4721.89   (f) ADJ UNCH    2 0
 PB0290
 PB0290.Superseded values are not recommended for survey control.
 PB0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0290.See file dsdata.txt to determine how the superseded data were derived.
 PB0290
 PB0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP447048(NAD 83)
 PB0290_MARKER: DD = SURVEY DISK
 PB0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0290_STAMPING: 4677 66 1930
 PB0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0290+STABILITY: SURFACE MOTION
 PB0290
 PB0290  HISTORY     - Date     Condition        Report By
 PB0290  HISTORY     - 1930     MONUMENTED       BPR
 PB0290  HISTORY     - 1931     GOOD             NGS
 PB0290  HISTORY     - 19860916 GOOD             USPSQD
 PB0290
 PB0290                          STATION DESCRIPTION
 PB0290
 PB0290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 PB0290'21.9 MI NW FROM SILVER LAKE.
 PB0290'ABOUT 21.9 MILES NORTHWEST ALONG THE FREMONT HIGHWAY (OREGON 31) FROM
 PB0290'SILVER LAKE, LAKE COUNTY, AT A CURVE, AND 45 FEET EAST OF THE CENTER
 PB0290'LINE OF THE HIGHWAY.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD
 PB0290'DISK, STAMPED 4677 66 1930 AND SET IN THE TOP OF A CONCRETE POST.
 PB0290
 PB0290                          STATION RECOVERY (1986)
 PB0290
 PB0290'RECOVERY NOTE BY US POWER SQUADRON 1986 (RCC)
 PB0290'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0338 ***********************************************************************
 NX0338  DESIGNATION -  66 FMK
 NX0338  PID         -  NX0338
 NX0338  STATE/COUNTY-  OR/HARNEY
 NX0338  USGS QUAD   -  ROCK CAMP DRAW (1971)
 NX0338
 NX0338                         *CURRENT SURVEY CONTROL
 NX0338  ___________________________________________________________________
 NX0338* NAD 83(1986)-  42 58 18.     (N)    119 30 30.     (W)     SCALED    
 NX0338* NAVD 88     -      1640.582  (meters)    5382.48   (feet)  ADJUSTED  
 NX0338  ___________________________________________________________________
 NX0338  GEOID HEIGHT-         -19.62  (meters)                     GEOID03
 NX0338  DYNAMIC HT  -        1639.605 (meters)    5379.27  (feet)  COMP
 NX0338  MODELED GRAV-     979,966.4   (mgal)                       NAVD 88
 NX0338
 NX0338  VERT ORDER  -  SECOND    CLASS 0
 NX0338
 NX0338.The horizontal coordinates were scaled from a topographic map and have
 NX0338.an estimated accuracy of +/- 6 seconds.
 NX0338
 NX0338.The orthometric height was determined by differential leveling
 NX0338.and adjusted in August 1995.
 NX0338
 NX0338.The geoid height was determined by GEOID03.
 NX0338
 NX0338.The dynamic height is computed by dividing the NAVD 88
 NX0338.geopotential number by the normal gravity value computed on the
 NX0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0338.degrees latitude (g = 980.6199 gals.).
 NX0338
 NX0338.The modeled gravity was interpolated from observed gravity values.
 NX0338
 NX0338;                    North         East    Units  Estimated Accuracy
 NX0338;SPC OR S     -   145,440.    1,580,890.      MT  (+/- 180 meters Scaled)
 NX0338
 NX0338                          SUPERSEDED SURVEY CONTROL
 NX0338
 NX0338.No superseded survey control is available for this station.
 NX0338
 NX0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKH954607(NAD 83)
 NX0338_MARKER: DB = BENCH MARK DISK
 NX0338_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 NX0338_SP_SET: UNSPECIFIED ROCK
 NX0338_STAMPING: 66 FMK 1970 5378
 NX0338_MARK LOGO: USGS  
 NX0338_MAGNETIC: N = NO MAGNETIC MATERIAL
 NX0338_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NX0338
 NX0338  HISTORY     - Date     Condition        Report By
 NX0338  HISTORY     - 1970     MONUMENTED       USGS
 NX0338
 NX0338                          STATION DESCRIPTION
 NX0338
 NX0338'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NX0338'FROM THE WINDMILL (T29S R27E SEC 32), PROCEED 0.3 MILE SOUTH ALONG A
 NX0338'DIRT ROAD TO A ROAD FORK, THENCE 0.6 MILE NORTHEAST ALONG A DIRT ROAD
 NX0338'TO A ROAD JUNCTION, THENCE 2.6 MILES SOUTHEAST ALONG THE DIRT ROAD TO
 NX0338'MATTIES ARK AND FOSTER LAKE, ON THE SOUTH END OF A TOP, 87 FEET EAST
 NX0338'OF THE CENTERLINE OF THE ROAD, WITNESS POST SET AT BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0291 ***********************************************************************
 PB0291  DESIGNATION -  67
 PB0291  PID         -  PB0291
 PB0291  STATE/COUNTY-  OR/LAKE
 PB0291  USGS QUAD   -  MC CARTY BUTTE (1982)
 PB0291
 PB0291                         *CURRENT SURVEY CONTROL
 PB0291  ___________________________________________________________________
 PB0291* NAD 83(1986)-  43 22 08.     (N)    121 12 43.     (W)     SCALED    
 PB0291* NAVD 88     -      1461.795  (meters)    4795.91   (feet)  ADJUSTED  
 PB0291  ___________________________________________________________________
 PB0291  GEOID HEIGHT-         -20.82  (meters)                     GEOID03
 PB0291  DYNAMIC HT  -        1461.004 (meters)    4793.31  (feet)  COMP
 PB0291  MODELED GRAV-     980,027.2   (mgal)                       NAVD 88
 PB0291
 PB0291  VERT ORDER  -  SECOND    CLASS 0
 PB0291
 PB0291.The horizontal coordinates were scaled from a topographic map and have
 PB0291.an estimated accuracy of +/- 6 seconds.
 PB0291
 PB0291.The orthometric height was determined by differential leveling
 PB0291.and adjusted in June 1991.
 PB0291
 PB0291.The geoid height was determined by GEOID03.
 PB0291
 PB0291.The dynamic height is computed by dividing the NAVD 88
 PB0291.geopotential number by the normal gravity value computed on the
 PB0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0291.degrees latitude (g = 980.6199 gals.).
 PB0291
 PB0291.The modeled gravity was interpolated from observed gravity values.
 PB0291
 PB0291;                    North         East    Units  Estimated Accuracy
 PB0291;SPC OR S     -   189,330.    1,442,300.      MT  (+/- 180 meters Scaled)
 PB0291
 PB0291                          SUPERSEDED SURVEY CONTROL
 PB0291
 PB0291  NGVD 29 (??/??/92) 1460.521  (m)         4791.73   (f) ADJ UNCH    2 0
 PB0291
 PB0291.Superseded values are not recommended for survey control.
 PB0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0291.See file dsdata.txt to determine how the superseded data were derived.
 PB0291
 PB0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP448033(NAD 83)
 PB0291_MARKER: DD = SURVEY DISK
 PB0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0291_STAMPING: 4792 67 1930
 PB0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0291+STABILITY: SURFACE MOTION
 PB0291
 PB0291  HISTORY     - Date     Condition        Report By
 PB0291  HISTORY     - 1930     MONUMENTED       BPR
 PB0291  HISTORY     - 1931     GOOD             NGS
 PB0291  HISTORY     - 1978     GOOD             USPSQD
 PB0291  HISTORY     - 1978     GOOD             USGS
 PB0291  HISTORY     - 1986     GOOD             USPSQD
 PB0291  HISTORY     - 19860916 MARK NOT FOUND   USPSQD
 PB0291
 PB0291                          STATION DESCRIPTION
 PB0291
 PB0291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 PB0291'21.0 MI NW FROM SILVER LAKE.
 PB0291'ABOUT 21.0 MILES NORTHWEST ALONG THE FREMONT HIGHWAY (OREGON 31) FROM
 PB0291'SILVER LAKE, LAKE COUNTY, ABOUT 125 FEET SOUTH OF A SIDE ROAD MARKING
 PB0291'THE BOUNDARY OF A GAME RESERVE, AND 33 FEET WEST OF THE CENTER LINE OF
 PB0291'THE HIGHWAY.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK,
 PB0291'STAMPED 4792 67 1930 AND SET IN THE TOP OF A CONCRETE POST.
 PB0291
 PB0291                          STATION RECOVERY (1978)
 PB0291
 PB0291'RECOVERY NOTE BY US POWER SQUADRON 1978 (ERB)
 PB0291'RECOVERED IN GOOD CONDITION.
 PB0291
 PB0291                          STATION RECOVERY (1978)
 PB0291
 PB0291'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 PB0291'ABOUT 20.7 MILES NORTH OF SILVER LAKE ON OREGON HIGHWAY 31, (27.0
 PB0291'MILES SOUTHEAST OF THE JUNCTION OF OREGON HIGHWAY 31 AND U.S. HIGHWAY
 PB0291'97). ABOUT 0.1 MILES SOUTH OF A HIGHWAY REST AREA, ABOUT 207 FEET
 PB0291'SOUTH OF A ROAD RUNNING WEST AND 39 FEET WEST OF THE CENTERLINE OF
 PB0291'THE HIGHWAY. A STANDARD TABLET STAMPED 4792 67 1930 AND SET IN THE
 PB0291'TOP OF A CONCRETE POST.
 PB0291
 PB0291                          STATION RECOVERY (1986)
 PB0291
 PB0291'RECOVERY NOTE BY US POWER SQUADRON 1986 (KN)
 PB0291'RECOVERED IN GOOD CONDITION.
 PB0291
 PB0291                          STATION RECOVERY (1986)
 PB0291
 PB0291'RECOVERY NOTE BY US POWER SQUADRON 1986 (RCC)
 PB0291'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0339 ***********************************************************************
 NX0339  DESIGNATION -  67 FMK
 NX0339  PID         -  NX0339
 NX0339  STATE/COUNTY-  OR/HARNEY
 NX0339  USGS QUAD   -  ROCK CAMP DRAW (1971)
 NX0339
 NX0339                         *CURRENT SURVEY CONTROL
 NX0339  ___________________________________________________________________
 NX0339* NAD 83(1986)-  42 58 56.     (N)    119 31 12.     (W)     SCALED    
 NX0339* NAVD 88     -      1618.403  (meters)    5309.71   (feet)  ADJUSTED  
 NX0339  ___________________________________________________________________
 NX0339  GEOID HEIGHT-         -19.63  (meters)                     GEOID03
 NX0339  DYNAMIC HT  -        1617.441 (meters)    5306.55  (feet)  COMP
 NX0339  MODELED GRAV-     979,968.5   (mgal)                       NAVD 88
 NX0339
 NX0339  VERT ORDER  -  SECOND    CLASS 0
 NX0339
 NX0339.The horizontal coordinates were scaled from a topographic map and have
 NX0339.an estimated accuracy of +/- 6 seconds.
 NX0339
 NX0339.The orthometric height was determined by differential leveling
 NX0339.and adjusted in August 1995.
 NX0339
 NX0339.The geoid height was determined by GEOID03.
 NX0339
 NX0339.The dynamic height is computed by dividing the NAVD 88
 NX0339.geopotential number by the normal gravity value computed on the
 NX0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0339.degrees latitude (g = 980.6199 gals.).
 NX0339
 NX0339.The modeled gravity was interpolated from observed gravity values.
 NX0339
 NX0339;                    North         East    Units  Estimated Accuracy
 NX0339;SPC OR S     -   146,600.    1,579,920.      MT  (+/- 180 meters Scaled)
 NX0339
 NX0339                          SUPERSEDED SURVEY CONTROL
 NX0339
 NX0339.No superseded survey control is available for this station.
 NX0339
 NX0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKH945619(NAD 83)
 NX0339_MARKER: DB = BENCH MARK DISK
 NX0339_SETTING: 66 = SET IN ROCK OUTCROP
 NX0339_SP_SET: ROCK OUTCROP
 NX0339_STAMPING: 67 FMK 1970 5306
 NX0339_MARK LOGO: USGS  
 NX0339_MAGNETIC: N = NO MAGNETIC MATERIAL
 NX0339_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NX0339+STABILITY: POSITION/ELEVATION WELL
 NX0339
 NX0339  HISTORY     - Date     Condition        Report By
 NX0339  HISTORY     - 1970     MONUMENTED       USGS
 NX0339
 NX0339                          STATION DESCRIPTION
 NX0339
 NX0339'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NX0339'FROM THE WINDMILL (T29S R27E SEC 32), PROCEED 0.3 MILE SOUTH ALONG A
 NX0339'DIRT ROAD TO A ROAD FORK, THENCE 0.6 MILE NORTHEAST ALONG A DIRT ROAD
 NX0339'TO A ROAD JUNCTION, THENCE 1.6 MILES SOUTHEAST ALONG THE DIRT ROAD TO
 NX0339'MATTIES ARK AND FOSTER LAKE, 33 FEET NORTHEAST OF THE CENTERLINE OF
 NX0339'THE ROAD, 2 FEET SOUTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0462 ***********************************************************************
 PC0462  DESIGNATION -  67 GWM
 PC0462  PID         -  PC0462
 PC0462  STATE/COUNTY-  OR/DOUGLAS
 PC0462  USGS QUAD   -  GARDEN VALLEY (1987)
 PC0462
 PC0462                         *CURRENT SURVEY CONTROL
 PC0462  ___________________________________________________________________
 PC0462* NAD 83(1986)-  43 21 53.     (N)    123 28 03.     (W)     SCALED    
 PC0462* NAVD 88     -       109.000  (meters)     357.61   (feet)  ADJUSTED  
 PC0462  ___________________________________________________________________
 PC0462  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 PC0462  DYNAMIC HT  -         108.980 (meters)     357.55  (feet)  COMP
 PC0462  MODELED GRAV-     980,437.3   (mgal)                       NAVD 88
 PC0462
 PC0462  VERT ORDER  -  SECOND    CLASS 0
 PC0462
 PC0462.The horizontal coordinates were scaled from a topographic map and have
 PC0462.an estimated accuracy of +/- 6 seconds.
 PC0462
 PC0462.The orthometric height was determined by differential leveling
 PC0462.and adjusted in June 1991.
 PC0462
 PC0462.The geoid height was determined by GEOID03.
 PC0462
 PC0462.The dynamic height is computed by dividing the NAVD 88
 PC0462.geopotential number by the normal gravity value computed on the
 PC0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0462.degrees latitude (g = 980.6199 gals.).
 PC0462
 PC0462.The modeled gravity was interpolated from observed gravity values.
 PC0462
 PC0462;                    North         East    Units  Estimated Accuracy
 PC0462;SPC OR S     -   192,890.    1,259,540.      MT  (+/- 180 meters Scaled)
 PC0462
 PC0462                          SUPERSEDED SURVEY CONTROL
 PC0462
 PC0462  NGVD 29 (??/??/92)  107.931  (m)          354.10   (f) ADJ UNCH    2 0
 PC0462
 PC0462.Superseded values are not recommended for survey control.
 PC0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0462.See file dsdata.txt to determine how the superseded data were derived.
 PC0462
 PC0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP621014(NAD 83)
 PC0462_MARKER: DD = SURVEY DISK
 PC0462_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PC0462_SP_SET: ABUTMENT
 PC0462_STAMPING: G.W.M. 67 1942
 PC0462_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PC0462
 PC0462  HISTORY     - Date     Condition        Report By
 PC0462  HISTORY     - 1942     MONUMENTED       USGS
 PC0462  HISTORY     - 1962     GOOD             NGS
 PC0462  HISTORY     - 1983     MARK NOT FOUND   USGS
 PC0462
 PC0462                          STATION DESCRIPTION
 PC0462
 PC0462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 PC0462'IN UMPQUA.
 PC0462'AT THE SOUTHEAST CORNER OF THE LARGE STEEL BRIDGE OVER THE UMPQUA
 PC0462'RIVER, SET IN TOP OF THE CONCRETE ABUTMENT, NEAR THE EAST END, AND
 PC0462'ABOUT 4 FEET LOWER THAN THE SURFACE OF THE HIGHWAY.
 PC0462
 PC0462                          STATION RECOVERY (1983)
 PC0462
 PC0462'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 PC0462'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0289 ***********************************************************************
 PC0289  DESIGNATION -  676 B
 PC0289  PID         -  PC0289
 PC0289  STATE/COUNTY-  OR/DOUGLAS
 PC0289  USGS QUAD   -  LORANE (1984)
 PC0289
 PC0289                         *CURRENT SURVEY CONTROL
 PC0289  ___________________________________________________________________
 PC0289* NAD 83(1986)-  43 45 12.     (N)    123 08 26.     (W)     SCALED    
 PC0289* NAVD 88     -       207.632  (meters)     681.21   (feet)  ADJUSTED  
 PC0289  ___________________________________________________________________
 PC0289  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 PC0289  DYNAMIC HT  -         207.596 (meters)     681.09  (feet)  COMP
 PC0289  MODELED GRAV-     980,440.8   (mgal)                       NAVD 88
 PC0289
 PC0289  VERT ORDER  -  FIRST     CLASS II
 PC0289
 PC0289.The horizontal coordinates were scaled from a topographic map and have
 PC0289.an estimated accuracy of +/- 6 seconds.
 PC0289
 PC0289.The orthometric height was determined by differential leveling
 PC0289.and adjusted in June 1991.
 PC0289
 PC0289.The geoid height was determined by GEOID03.
 PC0289
 PC0289.The dynamic height is computed by dividing the NAVD 88
 PC0289.geopotential number by the normal gravity value computed on the
 PC0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0289.degrees latitude (g = 980.6199 gals.).
 PC0289
 PC0289.The modeled gravity was interpolated from observed gravity values.
 PC0289
 PC0289;                    North         East    Units  Estimated Accuracy
 PC0289;SPC OR S     -   235,150.    1,287,380.      MT  (+/- 180 meters Scaled)
 PC0289
 PC0289                          SUPERSEDED SURVEY CONTROL
 PC0289
 PC0289  NGVD 29 (??/??/92)  206.499  (m)          677.49   (f) ADJ UNCH    1 2
 PC0289
 PC0289.Superseded values are not recommended for survey control.
 PC0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0289.See file dsdata.txt to determine how the superseded data were derived.
 PC0289
 PC0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP886444(NAD 83)
 PC0289_MARKER: P = PIPE CAP
 PC0289_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PC0289_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PC0289_STAMPING: 676 B 1903
 PC0289_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PC0289
 PC0289  HISTORY     - Date     Condition        Report By
 PC0289  HISTORY     - 1903     MONUMENTED       USGS
 PC0289  HISTORY     - 1934     GOOD             NGS
 PC0289
 PC0289                          STATION DESCRIPTION
 PC0289
 PC0289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PC0289'1.2 MI W FROM DIVIDE.
 PC0289'ABOUT 1.2 MILES WEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM
 PC0289'DIVIDE, LANE COUNTY, IN DOUGLAS COUNTY AT MILEAGE 620.8, OPPOSITE
 PC0289'PACIFIC HIGHWAY MILEAGE 160.9, 625 FEET WEST OF THE COUNTY LINE SIGN,
 PC0289'190 FEET WEST OF A CULVERT NEAR A THOROUGH CUT, 17.4 FEET WEST OF THE
 PC0289'TRACK CENTERLINE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP
 PC0289'STAMPED 676 B 1903 AND RIVETED ON A 3 1/2 INCH IRON PIPE PROJECTING 20
 PC0289'INCHES ABOVE THE GROUND.  NOTE-- PIPE IS QUITE LOOSE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0340 ***********************************************************************
 NX0340  DESIGNATION -  68 FMK
 NX0340  PID         -  NX0340
 NX0340  STATE/COUNTY-  OR/HARNEY
 NX0340  USGS QUAD   -  ROCK CAMP DRAW (1971)
 NX0340
 NX0340                         *CURRENT SURVEY CONTROL
 NX0340  ___________________________________________________________________
 NX0340* NAD 83(1986)-  42 59 46.     (N)    119 31 10.     (W)     SCALED    
 NX0340* NAVD 88     -      1511.451  (meters)    4958.82   (feet)  ADJUSTED  
 NX0340  ___________________________________________________________________
 NX0340  GEOID HEIGHT-         -19.62  (meters)                     GEOID03
 NX0340  DYNAMIC HT  -        1510.557 (meters)    4955.89  (feet)  COMP
 NX0340  MODELED GRAV-     979,975.9   (mgal)                       NAVD 88
 NX0340
 NX0340  VERT ORDER  -  SECOND    CLASS 0
 NX0340
 NX0340.The horizontal coordinates were scaled from a topographic map and have
 NX0340.an estimated accuracy of +/- 6 seconds.
 NX0340
 NX0340.The orthometric height was determined by differential leveling
 NX0340.and adjusted in August 1995.
 NX0340
 NX0340.The geoid height was determined by GEOID03.
 NX0340
 NX0340.The dynamic height is computed by dividing the NAVD 88
 NX0340.geopotential number by the normal gravity value computed on the
 NX0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0340.degrees latitude (g = 980.6199 gals.).
 NX0340
 NX0340.The modeled gravity was interpolated from observed gravity values.
 NX0340
 NX0340;                    North         East    Units  Estimated Accuracy
 NX0340;SPC OR S     -   148,150.    1,579,950.      MT  (+/- 180 meters Scaled)
 NX0340
 NX0340                          SUPERSEDED SURVEY CONTROL
 NX0340
 NX0340.No superseded survey control is available for this station.
 NX0340
 NX0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKH946634(NAD 83)
 NX0340_MARKER: DB = BENCH MARK DISK
 NX0340_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NX0340_SP_SET: COPPER-CLAD STEEL ROD
 NX0340_STAMPING: 68 FMK 1970 4955
 NX0340_MARK LOGO: USGS  
 NX0340_PROJECTION: FLUSH
 NX0340_MAGNETIC: I = MARKER IS A STEEL ROD
 NX0340_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NX0340_ROD/PIPE-DEPTH: 1.52 meters
 NX0340
 NX0340  HISTORY     - Date     Condition        Report By
 NX0340  HISTORY     - 1970     MONUMENTED       USGS
 NX0340
 NX0340                          STATION DESCRIPTION
 NX0340
 NX0340'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NX0340'FROM THE WINDMILL (T29S R27E SEC 32), PROCEED 0.3 MILE SOUTH ALONG A
 NX0340'DIRT ROAD TO A ROAD FORK, THENCE 0.6 MILE NORTHEAST ALONG A DIRT ROAD
 NX0340'TO A ROAD JUNCTION, THENCE 0.6 MILE SOUTHEAST ALONG THE DIRT ROAD TO
 NX0340'MATTIES ARK AND FOSTER LAKE, AT THE SOUTH END OF A CURVE, 50 FEET
 NX0340'EAST OF AND 3 FEET HIGHER THAN THE CENTERLINE OF THE ROAD,
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC1020 ***********************************************************************
 QC1020  DESIGNATION -  6885
 QC1020  PID         -  QC1020
 QC1020  STATE/COUNTY-  OR/WHEELER
 QC1020  USGS QUAD   -  ANTONE (1992)
 QC1020
 QC1020                         *CURRENT SURVEY CONTROL
 QC1020  ___________________________________________________________________
 QC1020* NAD 83(1991)-  44 24 26.55324(N)    119 46 30.27515(W)     ADJUSTED  
 QC1020* NAVD 88     -      2096.     (meters)    6877.     (feet)  SCALED    
 QC1020  ___________________________________________________________________
 QC1020  LAPLACE CORR-           2.53  (seconds)                    DEFLEC99
 QC1020  GEOID HEIGHT-         -18.70  (meters)                     GEOID03
 QC1020  HORZ ORDER  -  SECOND
 QC1020
 QC1020.The horizontal coordinates were established by classical geodetic methods
 QC1020.and adjusted by the National Geodetic Survey in October 1991.
 QC1020
 QC1020.The orthometric height was scaled from a topographic map.
 QC1020
 QC1020.The Laplace correction was computed from DEFLEC99 derived deflections.
 QC1020
 QC1020.The geoid height was determined by GEOID03.
 QC1020
 QC1020;                    North         East     Units Scale Factor Converg.
 QC1020;SPC OR N     -    82,569.238 2,557,742.250   MT  0.99998218   +0 30 50.8
 QC1020;SPC OR N     -   270,896.45  8,391,542.81   iFT  0.99998218   +0 30 50.8
 QC1020;SPC OR S     -   304,722.432 1,557,750.790   MT  1.00012915   +0 29 45.4
 QC1020;SPC OR S     -   999,745.51  5,110,730.94   iFT  1.00012915   +0 29 45.4
 QC1020;UTM  11      - 4,920,866.747   279,036.777   MT  1.00020048   -1 56 33.6
 QC1020
 QC1020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QC1020!SPC OR N     -   0.99967435  x   0.99998218  =   0.99965653
 QC1020!SPC OR S     -   0.99967435  x   1.00012915  =   0.99980345
 QC1020!UTM  11      -   0.99967435  x   1.00020048  =   0.99987476
 QC1020
 QC1020                          SUPERSEDED SURVEY CONTROL
 QC1020
 QC1020  NAD 83(1986)-  44 24 26.55999(N)    119 46 30.27135(W) AD(       ) 2
 QC1020  NAD 27      -  44 24 27.04800(N)    119 46 26.33500(W) AD(       ) 2
 QC1020
 QC1020.Superseded values are not recommended for survey control.
 QC1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC1020.See file dsdata.txt to determine how the superseded data were derived.
 QC1020
 QC1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKK7903720867(NAD 83)
 QC1020
 QC1020  HISTORY     - Date     Condition        Report By
 QC1020  HISTORY     - 1933     MONUMENTED       USGS
 QC1020  HISTORY     - 1935     SEE DESCRIPTION  USFS
 QC1020
 QC1020                          STATION DESCRIPTION
 QC1020
 QC1020'DESCRIBED BY US GEOLOGICAL SURVEY 1933 (FGJ)
 QC1020'SEE STATION SPANISH PEAK
 QC1020
 QC1020                          STATION RECOVERY (1935)
 QC1020
 QC1020'RECOVERY NOTE BY US FOREST SERVICE 1935 (WBO)
 QC1020'STATION IS ON THE SUMMIT OF SPANISH PEAK, ELEVATION 6885 FEET, A
 QC1020'HIGH BALD MOUNTAIN BREAKING OFF ABRUPTLY TO THE N, SITUATED ABOUT 5
 QC1020'MILES AIR LINE SE OF ANTONE.  FOREST ROADS LEAD TO THE SUMMIT, AND
 QC1020'DIRECTIONS SHOULD BE SECURED FROM THE U.S. FOREST SERVICE, STATION
 QC1020'MARKED BY DISK IN ROCK, AND STAMPED WITH VERTICAL ANGLE
 QC1020'ELEVATION, 6885.  STATION SPANISH PEAK (SEE DESCRIPTION THEREOF)
 QC1020'IS 34.479 METERS TO THE S IN AZIMUTH 8 DEG 19 MIN 03 SEC.  IN
 QC1020'1935 THE FOREST SERVICE REPORTED THAT THE CENTER OF SPANISH PEAK
 QC1020'LOOKOUT HOUSE WAS 4.27 METERS (14 FEET) SOUTHERLY FROM THE
 QC1020'GEOLOGICAL SURVEY STATION IN AZIMUTH 353 DEG 00 MIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0291 ***********************************************************************
 PC0291  DESIGNATION -  690 B
 PC0291  PID         -  PC0291
 PC0291  STATE/COUNTY-  OR/LANE
 PC0291  USGS QUAD   -  COTTAGE GROVE (1984)
 PC0291
 PC0291                         *CURRENT SURVEY CONTROL
 PC0291  ___________________________________________________________________
 PC0291* NAD 83(1986)-  43 45 37.     (N)    123 05 25.     (W)     SCALED    
 PC0291* NAVD 88     -       211.879  (meters)     695.14   (feet)  ADJUSTED  
 PC0291  ___________________________________________________________________
 PC0291  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 PC0291  DYNAMIC HT  -         211.839 (meters)     695.01  (feet)  COMP
 PC0291  MODELED GRAV-     980,427.9   (mgal)                       NAVD 88
 PC0291
 PC0291  VERT ORDER  -  FIRST     CLASS II
 PC0291
 PC0291.The horizontal coordinates were scaled from a topographic map and have
 PC0291.an estimated accuracy of +/- 6 seconds.
 PC0291
 PC0291.The orthometric height was determined by differential leveling
 PC0291.and adjusted in June 1991.
 PC0291
 PC0291.The geoid height was determined by GEOID03.
 PC0291
 PC0291.The dynamic height is computed by dividing the NAVD 88
 PC0291.geopotential number by the normal gravity value computed on the
 PC0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0291.degrees latitude (g = 980.6199 gals.).
 PC0291
 PC0291.The modeled gravity was interpolated from observed gravity values.
 PC0291
 PC0291;                    North         East    Units  Estimated Accuracy
 PC0291;SPC OR S     -   235,790.    1,291,450.      MT  (+/- 180 meters Scaled)
 PC0291
 PC0291                          SUPERSEDED SURVEY CONTROL
 PC0291
 PC0291  NGVD 29 (??/??/92)  210.729  (m)          691.37   (f) ADJ UNCH    1 2
 PC0291
 PC0291.Superseded values are not recommended for survey control.
 PC0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0291.See file dsdata.txt to determine how the superseded data were derived.
 PC0291
 PC0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP927452(NAD 83)
 PC0291_MARKER: P = PIPE CAP
 PC0291_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PC0291_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PC0291_STAMPING: PRIM TRAV STA NO 3 690 B 1903 8-25-17
 PC0291_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PC0291
 PC0291  HISTORY     - Date     Condition        Report By
 PC0291  HISTORY     - 1903     MONUMENTED       USGS
 PC0291  HISTORY     - 1934     GOOD             NGS
 PC0291
 PC0291                          STATION DESCRIPTION
 PC0291
 PC0291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PC0291'1.7 MI NE FROM DIVIDE.
 PC0291'ABOUT 1.7 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM
 PC0291'DIVIDE, LANE COUNTY, AT MILEAGE 623.7, AT PACIFIC HIGHWAY MILEAGE
 PC0291'147.3 430 FEET SOUTHWEST OF A ROAD CROSSING, 132 FEET NORTHEAST OF
 PC0291'LATHAM 1 MILE SIGN, 29.1 FEET NORTHWEST OF THE TRACK CENTERLINE. A
 PC0291'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP STAMPED PRIM TRAV STA NO
 PC0291'3 690 B 1903 8-25-17 AND RIVETED ON A 3 1/2 INCH IRON PIPE PROJECTING
 PC0291'17 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0435 ***********************************************************************
 PC0435  DESIGNATION -  699.7
 PC0435  PID         -  PC0435
 PC0435  STATE/COUNTY-  OR/DOUGLAS
 PC0435  USGS QUAD   -  GLIDE (1987)
 PC0435
 PC0435                         *CURRENT SURVEY CONTROL
 PC0435  ___________________________________________________________________
 PC0435* NAD 83(1986)-  43 17 50.     (N)    123 06 06.     (W)     SCALED    
 PC0435* NAVD 88     -       214.571  (meters)     703.97   (feet)  ADJUSTED  
 PC0435  ___________________________________________________________________
 PC0435  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 PC0435  DYNAMIC HT  -         214.520 (meters)     703.80  (feet)  COMP
 PC0435  MODELED GRAV-     980,376.7   (mgal)                       NAVD 88
 PC0435
 PC0435  VERT ORDER  -  FIRST     CLASS II
 PC0435
 PC0435.The horizontal coordinates were scaled from a topographic map and have
 PC0435.an estimated accuracy of +/- 6 seconds.
 PC0435
 PC0435.The orthometric height was determined by differential leveling
 PC0435.and adjusted in June 1991.
 PC0435
 PC0435.The geoid height was determined by GEOID03.
 PC0435
 PC0435.The dynamic height is computed by dividing the NAVD 88
 PC0435.geopotential number by the normal gravity value computed on the
 PC0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0435.degrees latitude (g = 980.6199 gals.).
 PC0435
 PC0435.The modeled gravity was interpolated from observed gravity values.
 PC0435
 PC0435;                    North         East    Units  Estimated Accuracy
 PC0435;SPC OR S     -   184,410.    1,288,940.      MT  (+/- 180 meters Scaled)
 PC0435
 PC0435                          SUPERSEDED SURVEY CONTROL
 PC0435
 PC0435  NGVD 29 (??/??/92)  213.482  (m)          700.40   (f) ADJ UNCH    1 2
 PC0435
 PC0435.Superseded values are not recommended for survey control.
 PC0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0435.See file dsdata.txt to determine how the superseded data were derived.
 PC0435
 PC0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN917938(NAD 83)
 PC0435_MARKER: Q = CHISELED SQUARE
 PC0435_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PC0435_SP_SET: PIER
 PC0435_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PC0435
 PC0435  HISTORY     - Date     Condition        Report By
 PC0435  HISTORY     - UNK      MONUMENTED       USGS
 PC0435  HISTORY     - 1941     GOOD             NGS
 PC0435
 PC0435                          STATION DESCRIPTION
 PC0435
 PC0435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 PC0435'0.2 MI S FROM GLIDE.
 PC0435'ABOUT 0.2 MILE SOUTH OF GLIDE ON THE ROSEBURG-GLIDE ROAD, ON WEST END
 PC0435'OF SOUTH PIER OF BRIDGE OVER LITTLE RIVER.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 DH7245 ***********************************************************************
 DH7245  PACS        -  This is a Primary Airport Control Station.
 DH7245  DESIGNATION -  6S2 A
 DH7245  PID         -  DH7245
 DH7245  STATE/COUNTY-  OR/LANE
 DH7245  USGS QUAD   -  FLORENCE (1984)
 DH7245
 DH7245                         *CURRENT SURVEY CONTROL
 DH7245  ___________________________________________________________________
 DH7245* NAD 83(1998)-  43 58 56.29710(N)    124 06 41.75777(W)     ADJUSTED  
 DH7245* NAVD 88     -        12.96   (meters)      42.5    (feet)  GPS OBS   
 DH7245  ___________________________________________________________________
 DH7245  X           -  -2,577,934.671 (meters)                     COMP
 DH7245  Y           -  -3,805,933.676 (meters)                     COMP
 DH7245  Z           -   4,406,668.928 (meters)                     COMP
 DH7245  LAPLACE CORR-          13.99  (seconds)                    DEFLEC99
 DH7245  ELLIP HEIGHT-         -11.721 (meters)          (12/19/05) ADJUSTED
 DH7245  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 DH7245  HORZ ORDER  -  B
 DH7245  ELLP ORDER  -  FOURTH    CLASS I
 DH7245
 DH7245.This mark is at Florence Municipal Airport  (6S2)
 DH7245
 DH7245.The horizontal coordinates were established by GPS observations
 DH7245.and adjusted by the W + H PACIFIC, INCORPORATED in December 2005.
 DH7245
 DH7245.The orthometric height was determined by GPS observations and a
 DH7245.high-resolution geoid model.
 DH7245
 DH7245.GPS derived orthometric heights for airport stations designated as
 DH7245.PACS or SACS are published to 2 decimal places.  This maintains
 DH7245.centimeter relative accuracy between the PACS and SACS.  It does
 DH7245.not indicate centimeter accuracy relative to other marks which are
 DH7245.part of the NAVD 88 network.
 DH7245
 DH7245.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH7245
 DH7245.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH7245
 DH7245.The ellipsoidal height was determined by GPS observations
 DH7245.and is referenced to NAD 83.
 DH7245
 DH7245.The geoid height was determined by GEOID03.
 DH7245
 DH7245;                    North         East     Units Scale Factor Converg.
 DH7245;SPC OR S     -   263,484.423 1,210,332.377   MT  0.99999555   -2 28 15.1
 DH7245;SPC OR S     -   864,450.21  3,970,906.75   iFT  0.99999555   -2 28 15.1
 DH7245;UTM  10      - 4,870,508.048   410,851.817   MT  0.99969775   -0 46 19.1
 DH7245
 DH7245!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7245!SPC OR S     -   1.00000184  x   0.99999555  =   0.99999739
 DH7245!UTM  10      -   1.00000184  x   0.99969775  =   0.99969959
 DH7245
 DH7245:                Primary Azimuth Mark                     Grid Az
 DH7245:SPC OR S     -  6S2 B                                    002 36 50.3
 DH7245:UTM  10      -  6S2 B                                    000 54 54.3
 DH7245
 DH7245|---------------------------------------------------------------------|
 DH7245| PID    Reference Object                     Distance      Geod. Az  |
 DH7245|                                                           dddmmss.s |
 DH7245| DH7244 6S2 B                               438.761 METERS 0000835.2 |
 DH7245| OA0712 X 743                               468.769 METERS 1520257.4 |
 DH7245| DH7243 6S2 C                               445.564 METERS 1572036.8 |
 DH7245|---------------------------------------------------------------------|
 DH7245
 DH7245                          SUPERSEDED SURVEY CONTROL
 DH7245
 DH7245.No superseded survey control is available for this station.
 DH7245
 DH7245_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP1085270508(NAD 83)
 DH7245_MARKER: I = METAL ROD
 DH7245_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DH7245_STAMPING: 6S2 A 2002 WH PACIFIC
 DH7245_MARK LOGO: NGS   
 DH7245_PROJECTION: FLUSH
 DH7245_MAGNETIC: I = MARKER IS A STEEL ROD
 DH7245_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH7245_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH7245+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2002
 DH7245_ROD/PIPE-DEPTH: 21.9 meters
 DH7245_SLEEVE-DEPTH  :  1.1 meters
 DH7245
 DH7245  HISTORY     - Date     Condition        Report By
 DH7245  HISTORY     - 20021206 MONUMENTED       WHPACI
 DH7245
 DH7245                          STATION DESCRIPTION
 DH7245
 DH7245'DESCRIBED BY W + H PACIFIC, INCORPORATED 2002 (SJG)
 DH7245'THE STATION IS LOCATED IN LANE COUNTY, OREGON AT THE FLORENCE AIRPORT.
 DH7245'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 101 AND HIGHWAY
 DH7245'126 IN FLORENCE.  PROCEED WEST ON 9TH STREET FOR 5 BLOCKS TO THE
 DH7245'INTERSECTION WITH KINGWOOD STREET.  TURN RIGHT (NORTH) ON KINGWOOD
 DH7245'STREET AND PROCEED NORTH FOR APPROX. .50 MILES TO  AIRPORT WAY ON THE
 DH7245'LEFT. ENTRANCE TO AIRFIELD IS JUST NORTH OF THE FBO OFFICE. THE POINT
 DH7245'IS SET AT MIDFIELD ON THE WEST SIDE OF THE RUNWAY.   THE STATION IS A
 DH7245'9/16 IN. STAINLESS STEEL ROD IN A PVC MONUMENT BOX WITH AN ALUMINUM
 DH7245'LOGO  CAP WITH LID MARKED 6S2 A 2002 WH PACIFIC. THE STATION IS 71.3
 DH7245'FT (21.72M) WEST OF THE WEST  EDGE OF THE RUNWAY. THE MIDFIELD
 DH7245'WINDSOCK BEARS N55E FROM THE POINT. THE STATION LINES  UP WITH THE
 DH7245'EAST WEST FENCE LINE ON THE EAST SIDE OF TAXIWAY, THE FENCE IS CHAIN
 DH7245'LINK AND  SUROUNDS A LITE INDUSTRIAL AREA SOUTH OF THE SOUTH HANGERS.
 DH7245'A WITNESS POST IS 0.50 FT  WEST OF POINT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 DH7244 ***********************************************************************
 DH7244  SACS        -  This is a Secondary Airport Control Station.
 DH7244  DESIGNATION -  6S2 B
 DH7244  PID         -  DH7244
 DH7244  STATE/COUNTY-  OR/LANE
 DH7244  USGS QUAD   -  FLORENCE (1984)
 DH7244
 DH7244                         *CURRENT SURVEY CONTROL
 DH7244  ___________________________________________________________________
 DH7244* NAD 83(1998)-  43 59 10.51282(N)    124 06 41.70859(W)     ADJUSTED  
 DH7244* NAVD 88     -        14.92   (meters)      49.0    (feet)  GPS OBS   
 DH7244  ___________________________________________________________________
 DH7244  X           -  -2,577,763.679 (meters)                     COMP
 DH7244  Y           -  -3,805,683.186 (meters)                     COMP
 DH7244  Z           -   4,406,985.994 (meters)                     COMP
 DH7244  LAPLACE CORR-          14.03  (seconds)                    DEFLEC99
 DH7244  ELLIP HEIGHT-          -9.755 (meters)          (12/19/05) ADJUSTED
 DH7244  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 DH7244  HORZ ORDER  -  FIRST
 DH7244  ELLP ORDER  -  FOURTH    CLASS I
 DH7244
 DH7244.This mark is at Florence Municipal Airport  (6S2)
 DH7244
 DH7244.The horizontal coordinates were established by GPS observations
 DH7244.and adjusted by the W + H PACIFIC, INCORPORATED in December 2005.
 DH7244
 DH7244.The orthometric height was determined by GPS observations and a
 DH7244.high-resolution geoid model.
 DH7244
 DH7244.GPS derived orthometric heights for airport stations designated as
 DH7244.PACS or SACS are published to 2 decimal places.  This maintains
 DH7244.centimeter relative accuracy between the PACS and SACS.  It does
 DH7244.not indicate centimeter accuracy relative to other marks which are
 DH7244.part of the NAVD 88 network.
 DH7244
 DH7244.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH7244
 DH7244.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH7244
 DH7244.The ellipsoidal height was determined by GPS observations
 DH7244.and is referenced to NAD 83.
 DH7244
 DH7244.The geoid height was determined by GEOID03.
 DH7244
 DH7244;                    North         East     Units Scale Factor Converg.
 DH7244;SPC OR S     -   263,922.726 1,210,352.387   MT  0.99999654   -2 28 15.1
 DH7244;SPC OR S     -   865,888.21  3,970,972.40   iFT  0.99999654   -2 28 15.1
 DH7244;UTM  10      - 4,870,946.621   410,858.822   MT  0.99969773   -0 46 19.3
 DH7244
 DH7244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7244!SPC OR S     -   1.00000153  x   0.99999654  =   0.99999807
 DH7244!UTM  10      -   1.00000153  x   0.99969773  =   0.99969926
 DH7244
 DH7244:                Primary Azimuth Mark                     Grid Az
 DH7244:SPC OR S     -  6S2 A                                    182 36 50.3
 DH7244:UTM  10      -  6S2 A                                    180 54 54.5
 DH7244
 DH7244|---------------------------------------------------------------------|
 DH7244| PID    Reference Object                     Distance      Geod. Az  |
 DH7244|                                                           dddmmss.s |
 DH7244| DH7245 6S2 A                               438.761 METERS 1800835.2 |
 DH7244|---------------------------------------------------------------------|
 DH7244
 DH7244                          SUPERSEDED SURVEY CONTROL
 DH7244
 DH7244.No superseded survey control is available for this station.
 DH7244
 DH7244_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP1085970947(NAD 83)
 DH7244_MARKER: DD = SURVEY DISK
 DH7244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH7244_STAMPING: 6S2 B
 DH7244_MARK LOGO: NGS   
 DH7244_PROJECTION: FLUSH
 DH7244_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH7244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH7244+STABILITY: SURFACE MOTION
 DH7244_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH7244+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2002
 DH7244
 DH7244  HISTORY     - Date     Condition        Report By
 DH7244  HISTORY     - 20021206 MONUMENTED       WHPACI
 DH7244
 DH7244                          STATION DESCRIPTION
 DH7244
 DH7244'DESCRIBED BY W + H PACIFIC, INCORPORATED 2002 (SJG)
 DH7244'THE STATION IS LOCATED IN LANE COUNTY, OREGON AT THE FLORENCE AIRPORT.
 DH7244'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 101 AND HIGHWAY
 DH7244'126 IN FLORENCE.  PROCEED WEST ON 9TH STREET FOR 5 BLOCKS TO THE
 DH7244'INTERSECTION OF 9TH STREET AND  KINGWOOD STREET. TURN RIGHT (NORTH) ON
 DH7244'KINGWOOD STREET, .50 MILES TO Y INTERSECTION ON  LEFT WITH AIRPORT
 DH7244'WAY. ENTRANCE TO AIRFIELD IS JUST NORTH OF THE FBO OFFICE. THE STATION
 DH7244'IS AT THE NORTH END OF THE TAXIWAY NEAR THE THIRD ROW OF HANGERS.
 DH7244'THE STATION IS A 3 IN. BRASS DISK SET ATOP OF A CONCRETE POST WITH THE
 DH7244'TOP SET FLUSH WITH  THE GROUND. THE STATION IS 23.0 FT (7.0M) WEST OF
 DH7244'THE NORTHWEST CORNER OF A HANGER. A  WITNESS POST IS .50 FT EAST OF
 DH7244'THE POINT. THE STATION IS MARKED 6S2 B 2002.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 DH7243 ***********************************************************************
 DH7243  SACS        -  This is a Secondary Airport Control Station.
 DH7243  DESIGNATION -  6S2 C
 DH7243  PID         -  DH7243
 DH7243  STATE/COUNTY-  OR/LANE
 DH7243  USGS QUAD   -  FLORENCE (1984)
 DH7243
 DH7243                         *CURRENT SURVEY CONTROL
 DH7243  ___________________________________________________________________
 DH7243* NAD 83(1998)-  43 58 42.97487(N)    124 06 34.05689(W)     ADJUSTED  
 DH7243* NAVD 88     -        12.54   (meters)      41.1    (feet)  GPS OBS   
 DH7243  ___________________________________________________________________
 DH7243  X           -  -2,577,952.527 (meters)                     COMP
 DH7243  Y           -  -3,806,266.084 (meters)                     COMP
 DH7243  Z           -   4,406,372.763 (meters)                     COMP
 DH7243  LAPLACE CORR-          13.91  (seconds)                    DEFLEC99
 DH7243  ELLIP HEIGHT-         -12.135 (meters)          (12/19/05) ADJUSTED
 DH7243  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 DH7243  HORZ ORDER  -  FIRST
 DH7243  ELLP ORDER  -  FOURTH    CLASS I
 DH7243
 DH7243.This mark is at Florence Municipal Airport  (6S2)
 DH7243
 DH7243.The horizontal coordinates were established by GPS observations
 DH7243.and adjusted by the W + H PACIFIC, INCORPORATED in December 2005.
 DH7243
 DH7243.The orthometric height was determined by GPS observations and a
 DH7243.high-resolution geoid model.
 DH7243
 DH7243.GPS derived orthometric heights for airport stations designated as
 DH7243.PACS or SACS are published to 2 decimal places.  This maintains
 DH7243.centimeter relative accuracy between the PACS and SACS.  It does
 DH7243.not indicate centimeter accuracy relative to other marks which are
 DH7243.part of the NAVD 88 network.
 DH7243
 DH7243.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH7243
 DH7243.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH7243
 DH7243.The ellipsoidal height was determined by GPS observations
 DH7243.and is referenced to NAD 83.
 DH7243
 DH7243.The geoid height was determined by GEOID03.
 DH7243
 DH7243;                    North         East     Units Scale Factor Converg.
 DH7243;SPC OR S     -   263,066.227 1,210,486.123   MT  0.99999463   -2 28 09.8
 DH7243;SPC OR S     -   863,078.17  3,971,411.16   iFT  0.99999463   -2 28 09.8
 DH7243;UTM  10      - 4,870,094.717   411,017.844   MT  0.99969738   -0 46 13.6
 DH7243
 DH7243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7243!SPC OR S     -   1.00000190  x   0.99999463  =   0.99999653
 DH7243!UTM  10      -   1.00000190  x   0.99969738  =   0.99969928
 DH7243
 DH7243:                Primary Azimuth Mark                     Grid Az
 DH7243:SPC OR S     -  6S2 A                                    339 48 51.9
 DH7243:UTM  10      -  6S2 A                                    338 06 55.7
 DH7243
 DH7243|---------------------------------------------------------------------|
 DH7243| PID    Reference Object                     Distance      Geod. Az  |
 DH7243|                                                           dddmmss.s |
 DH7243| DH7245 6S2 A                               445.564 METERS 3372042.1 |
 DH7243|---------------------------------------------------------------------|
 DH7243
 DH7243                          SUPERSEDED SURVEY CONTROL
 DH7243
 DH7243.No superseded survey control is available for this station.
 DH7243
 DH7243_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP1101870095(NAD 83)
 DH7243_MARKER: DD = SURVEY DISK
 DH7243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH7243_STAMPING: 6S2 C 2002
 DH7243_MARK LOGO: NGS   
 DH7243_PROJECTION: FLUSH
 DH7243_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH7243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH7243+STABILITY: SURFACE MOTION
 DH7243_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH7243+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2002
 DH7243
 DH7243  HISTORY     - Date     Condition        Report By
 DH7243  HISTORY     - 20021206 MONUMENTED       WHPACI
 DH7243
 DH7243                          STATION DESCRIPTION
 DH7243
 DH7243'DESCRIBED BY W + H PACIFIC, INCORPORATED 2002 (SJG)
 DH7243'THE STATION IS LOCATED IN LANE COUNTY, OREGON AT THE FLORENCE AIRPORT.
 DH7243'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 101 AND HIGHWAY
 DH7243'126 IN FLORENCE.  PROCEED WEST ON 9TH STREET FOR 5 BLOCKS TO THE
 DH7243'INTERSECTION WITH KINGWOOD STREET.  TURN RIGHT (NORTH) ON KINGWOOD,
 DH7243'AND PROCEED NORTH FOR .50 MILES TO INTERSECTION ON THE  LEFT WITH
 DH7243'AIRPORT WAY. ENTRANCE TO AIRFIELD IS JUST NORTH OF THE FBO OFFICE. THE
 DH7243'STATION  IS JUST SOUTH OF THE SOUTH END OF THE TAXIWAY.    THE STATION
 DH7243'IS A 3 IN. BRASS DISK SET ATOP A CONCRETE POST, SET FLUSH WITH THE
 DH7243'GROUND.  THE STATION IS MARKED 6S2 C 2002 AND IS IN LINE WITH THE WEST
 DH7243'EDGE OF THE TAXIWAY, 50.5 FT  (15.4M) SOUTH OF THE SOUTH EDGE OF THE
 DH7243'TAXIWAY. THE SOUTH GATE POST OF THE ENTRANCE  GATE, BEARS N87E 109.9
 DH7243'FT (33.5M) FROM THE POINT. A WITNESS POST IS .50 FT SOUTH OF THE
 DH7243'POINT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AJ8155 ***********************************************************************
 AJ8155  DESIGNATION -  6S2E2S
 AJ8155  PID         -  AJ8155
 AJ8155  STATE/COUNTY-  OR/CLACKAMAS
 AJ8155  USGS QUAD   -  WILHOIT (1985)
 AJ8155
 AJ8155                         *CURRENT SURVEY CONTROL
 AJ8155  ___________________________________________________________________
 AJ8155* NAD 83(2007)-  45 04 14.90089(N)    122 31 44.04566(W)     ADJUSTED  
 AJ8155* NAVD 88     -       399.5    (meters)    1311.     (feet)  GPS OBS   
 AJ8155  ___________________________________________________________________
 AJ8155  EPOCH DATE  -        2007.00
 AJ8155  X           -  -2,426,370.707 (meters)                     COMP
 AJ8155  Y           -  -3,804,402.877 (meters)                     COMP
 AJ8155  Z           -   4,493,175.831 (meters)                     COMP
 AJ8155  LAPLACE CORR-           5.19  (seconds)                    DEFLEC99
 AJ8155  ELLIP HEIGHT-         376.794 (meters)          (02/10/07) ADJUSTED
 AJ8155  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 AJ8155
 AJ8155  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ8155  Type    PID    Designation                      North   East  Ellip
 AJ8155  -------------------------------------------------------------------
 AJ8155  NETWORK AJ8155 6S2E2S                            0.86   0.59   2.55
 AJ8155  -------------------------------------------------------------------
 AJ8155
 AJ8155.The horizontal coordinates were established by GPS observations
 AJ8155.and adjusted by the National Geodetic Survey in February 2007.
 AJ8155
 AJ8155.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ8155.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ8155.The horizontal coordinates are valid at the epoch date displayed above.
 AJ8155.The epoch date for horizontal control is a decimal equivalence
 AJ8155.of Year/Month/Day.
 AJ8155
 AJ8155.The orthometric height was determined by GPS observations and a
 AJ8155.high-resolution geoid model.
 AJ8155
 AJ8155.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8155
 AJ8155.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8155
 AJ8155.The ellipsoidal height was determined by GPS observations
 AJ8155.and is referenced to NAD 83.
 AJ8155
 AJ8155.The geoid height was determined by GEOID03.
 AJ8155
 AJ8155;                    North         East     Units Scale Factor Converg.
 AJ8155;SPC OR N     -   158,035.542 2,340,258.087   MT  0.99989604   -1 26 19.9
 AJ8155;SPC OR N     -   518,489.31  7,678,012.10   iFT  0.99989604   -1 26 19.9
 AJ8155;UTM  10      - 4,990,924.014   537,084.003   MT  0.99961691   +0 20 00.7
 AJ8155
 AJ8155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8155!SPC OR N     -   0.99994093  x   0.99989604  =   0.99983697
 AJ8155!UTM  10      -   0.99994093  x   0.99961691  =   0.99955786
 AJ8155
 AJ8155                          SUPERSEDED SURVEY CONTROL
 AJ8155
 AJ8155  NAD 83(1998)-  45 04 14.89902(N)    122 31 44.04742(W) AD(       ) B
 AJ8155  ELLIP H (02/26/02)  376.797  (m)                       GP(       ) 3 2
 AJ8155
 AJ8155.Superseded values are not recommended for survey control.
 AJ8155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8155.See file dsdata.txt to determine how the superseded data were derived.
 AJ8155
 AJ8155_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ3708490924(NAD 83)
 AJ8155_MARKER: DD = SURVEY DISK
 AJ8155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8155_STAMPING: T6S R2E 9 11 2000
 AJ8155_MARK LOGO: OR-005
 AJ8155_PROJECTION: RECESSED 13 CENTIMETERS
 AJ8155_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ8155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8155+STABILITY: SURFACE MOTION
 AJ8155_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8155+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2000
 AJ8155
 AJ8155  HISTORY     - Date     Condition        Report By
 AJ8155  HISTORY     - 20000608 MONUMENTED       OR-005
 AJ8155
 AJ8155                          STATION DESCRIPTION
 AJ8155
 AJ8155'DESCRIBED BY CLACKAMAS COUNTY OREGON 2000 (CRC)
 AJ8155'THE STATION ISLOCATED ABOUT 50.9 KM (31.6 MI) SOUTH-SOUTHEAST OF
 AJ8155'PORTLAND,  9.5
 AJ8155'KM (5.9 MI) SOUTH OF MOLALLA, ON THE NORTH EDGE OF TROUT CREEK ROAD,
 AJ8155'AT THE SOUTH
 AJ8155'QUARTER-SECTION CORNER OF SECTION 2, T6 S., R. 2 E., W.M.  OWNERSHIP -
 AJ8155'CLACKAMAS COUNTY
 AJ8155'RIGHT-OF-WAY.
 AJ8155' 
 AJ8155'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 211
 AJ8155'AND 213 IN MOLALLA, GO EAST ON HIGHWAY 211 FOR  2.2 KM (1.4 MI) TO THE
 AJ8155'JUNCTION OF MOLALLA
 AJ8155'AVENUE.  TURN RIGHT, SOUTHERLY, ON MOLALLA AVENUE  FOR 1.6 KM (1.0 MI)
 AJ8155'TO THE JUNCTION OF
 AJ8155'SAWTELL ROAD ON LEFT.  TURN LEFT, SOUTHEASTERLY, ON SAWTELL ROAD FOR
 AJ8155'9.7 KM (6.0 MI) TO
 AJ8155'THE JUNCTION OF TROUT CREEK ROAD ON LEFT AS SAWTELL ROAD TURNS SOUTH.
 AJ8155'TURN LEFT,
 AJ8155'EAST, ON TROUT CREEK ROAD FOR 0.4 KM (0.25 MI) TO THE STATION IN A
 AJ8155'MONUMENT WELL ON THE
 AJ8155'NORTH EDGE OF THE ROAD 30 CM (1 FT) INTO THE PAVEMENT.
 AJ8155' 
 AJ8155'THE STATION IS A 9.5 CM (3.25 IN) BRONZE CAP ATTACHED TO A 6 CM (2.4
 AJ8155'IN) STAINLESS STEEL PIPE
 AJ8155'0.75 M (30 IN) IN LENGTH, EMBEDDED IN A ROUND 30 CM (12 IN) DIAMETER
 AJ8155'CONCRETE POST THAT IS 1.2
 AJ8155'M (4 FT) DEEP, THE TOP OF WHICH IS RECESSED 13 CM (5 IN) BELOW THE TOP
 AJ8155'OF AND ENCASED IN A 30
 AJ8155'CM (12 IN) CAST IRON MONUMENT WELL WITH COVER THAT IS FLUSH WITH THE
 AJ8155'ROAD SURFACE.  IT IS
 AJ8155'19.3 M (63 FT) SOUTH FROM A 1.1 M (42 IN) FIR STUMP WITH SCRIBES, AND
 AJ8155'2.1 (7 FT) SOUTHEAST FROM
 AJ8155'A CLACKAMAS COUNTY MONUMENT SIGN.
 AJ8155' 
 AJ8155'STANDARD PRECAUTIONS MUST BE TAKEN IN TRAFFIC CONTROL
 AJ8155'PROCEDURES AS THE STATION IS IN PAVEMENT OF TROUT CREEK ROAD
 AJ8155' 
 AJ8155' 
 AJ8155' 
 AJ8155' 
 AJ8155' 
 AJ8155' 
 AJ8155' 
 AJ8155'
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0165 ***********************************************************************
 QE0165  DESIGNATION -  7
 QE0165  PID         -  QE0165
 QE0165  STATE/COUNTY-  OR/LINN
 QE0165  USGS QUAD   -  CASCADIA (1994)
 QE0165
 QE0165                         *CURRENT SURVEY CONTROL
 QE0165  ___________________________________________________________________
 QE0165* NAD 83(1986)-  44 23 50.     (N)    122 27 12.     (W)     SCALED    
 QE0165* NAVD 88     -       274.185  (meters)     899.56   (feet)  POSTED    
 QE0165  ___________________________________________________________________
 QE0165  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 QE0165  DYNAMIC HT  -         274.130 (meters)     899.37  (feet)  COMP
 QE0165  MODELED GRAV-     980,400.7   (mgal)                       NAVD 88
 QE0165
 QE0165  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 QE0165
 QE0165.The horizontal coordinates were scaled from a topographic map and have
 QE0165.an estimated accuracy of +/- 6 seconds.
 QE0165
 QE0165.The orthometric height was determined by differential leveling
 QE0165.and adjusted by the  in 1992.
 QE0165.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 QE0165.rate of 1.1 thru 2.0 mm/km.
 QE0165
 QE0165.The geoid height was determined by GEOID03.
 QE0165
 QE0165.The dynamic height is computed by dividing the NAVD 88
 QE0165.geopotential number by the normal gravity value computed on the
 QE0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0165.degrees latitude (g = 980.6199 gals.).
 QE0165
 QE0165.The modeled gravity was interpolated from observed gravity values.
 QE0165
 QE0165;                    North         East    Units  Estimated Accuracy
 QE0165;SPC OR N     -    83,060.    2,344,400.      MT  (+/- 180 meters Scaled)
 QE0165
 QE0165                          SUPERSEDED SURVEY CONTROL
 QE0165
 QE0165  NGVD 29 (??/??/92)  273.099  (m)          895.99   (f) ADJ UNCH    1 2
 QE0165
 QE0165.Superseded values are not recommended for survey control.
 QE0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0165.See file dsdata.txt to determine how the superseded data were derived.
 QE0165
 QE0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ435161(NAD 83)
 QE0165_MARKER: DD = SURVEY DISK
 QE0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0165_STAMPING: 898 23C-7 1929
 QE0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0165+STABILITY: SURFACE MOTION
 QE0165
 QE0165  HISTORY     - Date     Condition        Report By
 QE0165  HISTORY     - 1929     MONUMENTED       BPR
 QE0165  HISTORY     - 1969     GOOD             NGS
 QE0165
 QE0165                          STATION DESCRIPTION
 QE0165
 QE0165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 QE0165'12.3 MI E FROM FOSTER.
 QE0165'REACHED FROM THE FOSTER POST OFFICE GO SOUTH ON THE MACADAM ROAD FOR
 QE0165'0.2 MILE TO U.S. HIGHWAY 20, TURN LEFT AND GO EAST ON U.S. HIGHWAY 20
 QE0165'FOR 10.9 MILES TO THE BRIDGE OVER DOBBIN CREEK, CONTINUE EAST ON U.S.
 QE0165'HIGHWAY 20 FOR 1.4 MILES TO THE BENCH MARK ON THE LEFT ON THE OUTSIDE
 QE0165'OF A CURVE.  THE BENCH MARK IS 0.25 MILE SOUTHWEST OF MILE POST NO.
 QE0165'43, 110 FEET NORTHEAST OF THE CENTER OF A PRIVATE DRIVEWAY WEST, 60
 QE0165'FEET SOUTHWEST OF THE CENTER OF A PRIVATE DRIVEWAY NORTH, 53 FEET
 QE0165'NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 20, 21 FEET NORTHEAST OF
 QE0165'A TELEPHONE POLE, 1 1/2 FEET EAST OF A METAL WITNESS POST AND 1 FOOT
 QE0165'LOWER THAN THE HIGHWAY SET IN A CYLINDRICAL CONCRETE MONUMENT THAT IS
 QE0165'8 INCHES IN DIAMETER AND PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0556 ***********************************************************************
 QB0556  DESIGNATION -  7
 QB0556  PID         -  QB0556
 QB0556  STATE/COUNTY-  OR/BAKER
 QB0556  USGS QUAD   -  MONROE BUTTE (1987)
 QB0556
 QB0556                         *CURRENT SURVEY CONTROL
 QB0556  ___________________________________________________________________
 QB0556* NAD 83(1986)-  44 36 31.     (N)    117 07 25.     (W)     SCALED    
 QB0556* NAVD 88     -       595.457  (meters)    1953.60   (feet)  ADJUSTED  
 QB0556  ___________________________________________________________________
 QB0556  GEOID HEIGHT-         -16.48  (meters)                     GEOID03
 QB0556  DYNAMIC HT  -         595.287 (meters)    1953.04  (feet)  COMP
 QB0556  MODELED GRAV-     980,315.1   (mgal)                       NAVD 88
 QB0556
 QB0556  VERT ORDER  -  SECOND    CLASS 0
 QB0556
 QB0556.The horizontal coordinates were scaled from a topographic map and have
 QB0556.an estimated accuracy of +/- 6 seconds.
 QB0556
 QB0556.The orthometric height was determined by differential leveling
 QB0556.and adjusted in June 1991.
 QB0556
 QB0556.The geoid height was determined by GEOID03.
 QB0556
 QB0556.The dynamic height is computed by dividing the NAVD 88
 QB0556.geopotential number by the normal gravity value computed on the
 QB0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0556.degrees latitude (g = 980.6199 gals.).
 QB0556
 QB0556.The modeled gravity was interpolated from observed gravity values.
 QB0556
 QB0556;                    North         East    Units  Estimated Accuracy
 QB0556;SPC OR N     -   110,270.    2,767,930.      MT  (+/- 180 meters Scaled)
 QB0556
 QB0556                          SUPERSEDED SURVEY CONTROL
 QB0556
 QB0556  NGVD 29 (??/??/92)  594.441  (m)         1950.26   (f) ADJ UNCH    2 0
 QB0556
 QB0556.Superseded values are not recommended for survey control.
 QB0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0556.See file dsdata.txt to determine how the superseded data were derived.
 QB0556
 QB0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK901394(NAD 83)
 QB0556_MARKER: DD = SURVEY DISK
 QB0556_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QB0556_SP_SET: SIPHON BOX
 QB0556_STAMPING: 1911 1950 7
 QB0556_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QB0556
 QB0556  HISTORY     - Date     Condition        Report By
 QB0556  HISTORY     - 1911     MONUMENTED       USGS
 QB0556  HISTORY     - 1946     GOOD             NGS
 QB0556
 QB0556                          STATION DESCRIPTION
 QB0556
 QB0556'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 QB0556'5.7 MI N FROM MINERAL.
 QB0556'ALONG THE HOMESTEAD BRANCH OF THE UNION PACIFIC RAILROAD, 5.7 MILES
 QB0556'NORTH OF THE WATER TANK AT MINERAL, 130.0 FEET SOUTH OF THE CENTER OF
 QB0556'A PRIVATE ROAD CROSSING, 87.0 FEET SOUTHEAST OF AND ACROSS THE TRACK
 QB0556'FROM MILE POST NO. 21, 16.0 FEET EAST OF THE EAST RAIL, U.S.
 QB0556'GEOLOGICAL SURVEY ALUMINUM DISK SET IN TOP OF AND 1.1 FOOT WEST OF THE
 QB0556'EAST END OF THE NORTH WALL OF A CONCRETE IRRIGATION SYPHON BOX
 QB0556'(CULVERT NO. 20.99) WHICH IS DIRECTLY ACROSS THE TRACK FROM AND IN
 QB0556'LINE TANGENT WITH AN EAST-WEST FENCE ALONG THE SOUTH END OF A HAY
 QB0556'FIELD, ABOUT 5 FEET ABOVE THE TRACK.  NOTE-- CONCRETE SYPHON BOX IS
 QB0556'CRUMBLING APART.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0279 ***********************************************************************
 NZ0279  DESIGNATION -  7
 NZ0279  PID         -  NZ0279
 NZ0279  STATE/COUNTY-  OR/JACKSON
 NZ0279  USGS QUAD   -  TRAIL (1983)
 NZ0279
 NZ0279                         *CURRENT SURVEY CONTROL
 NZ0279  ___________________________________________________________________
 NZ0279* NAD 83(1986)-  42 44 32.     (N)    122 51 53.     (W)     SCALED    
 NZ0279* NAVD 88     -       814.893  (meters)    2673.53   (feet)  ADJUSTED  
 NZ0279  ___________________________________________________________________
 NZ0279  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 NZ0279  DYNAMIC HT  -         814.579 (meters)    2672.50  (feet)  COMP
 NZ0279  MODELED GRAV-     980,207.8   (mgal)                       NAVD 88
 NZ0279
 NZ0279  VERT ORDER  -  SECOND    CLASS 0
 NZ0279
 NZ0279.The horizontal coordinates were scaled from a topographic map and have
 NZ0279.an estimated accuracy of +/- 6 seconds.
 NZ0279
 NZ0279.The orthometric height was determined by differential leveling
 NZ0279.and adjusted in June 1991.
 NZ0279
 NZ0279.The geoid height was determined by GEOID03.
 NZ0279
 NZ0279.The dynamic height is computed by dividing the NAVD 88
 NZ0279.geopotential number by the normal gravity value computed on the
 NZ0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0279.degrees latitude (g = 980.6199 gals.).
 NZ0279
 NZ0279.The modeled gravity was interpolated from observed gravity values.
 NZ0279
 NZ0279;                    North         East    Units  Estimated Accuracy
 NZ0279;SPC OR S     -   122,210.    1,306,420.      MT  (+/- 180 meters Scaled)
 NZ0279
 NZ0279                          SUPERSEDED SURVEY CONTROL
 NZ0279
 NZ0279  NGVD 29 (??/??/92)  813.833  (m)         2670.05   (f) ADJ UNCH    2 0
 NZ0279
 NZ0279.Superseded values are not recommended for survey control.
 NZ0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0279.See file dsdata.txt to determine how the superseded data were derived.
 NZ0279
 NZ0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN110321(NAD 83)
 NZ0279_MARKER: DD = SURVEY DISK
 NZ0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ0279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NZ0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0279+STABILITY: SURFACE MOTION
 NZ0279
 NZ0279  HISTORY     - Date     Condition        Report By
 NZ0279  HISTORY     - UNK      MONUMENTED       BPR
 NZ0279  HISTORY     - 1949     GOOD             NGS
 NZ0279  HISTORY     - 1960     MARK NOT FOUND   NGS
 NZ0279
 NZ0279                          STATION DESCRIPTION
 NZ0279
 NZ0279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 NZ0279'2.7 MI S FROM DIVIDE G S.
 NZ0279'2.7 MILES SOUTH ALONG STATE HIGHWAY 227 FROM DIVIDE GUARD STATION, 25
 NZ0279'1/2 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 14 FEET WEST OF
 NZ0279'AN 8-INCH FIR TREE, ABOUT 4 FEET LOWER THAN THE HIGHWAY, 3.0 FEET
 NZ0279'SOUTHWEST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 NZ0279'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 NZ0279
 NZ0279                          STATION RECOVERY (1960)
 NZ0279
 NZ0279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 NZ0279'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3586 ***********************************************************************
 RD3586  DESIGNATION -  7
 RD3586  PID         -  RD3586
 RD3586  STATE/COUNTY-  OR/MULTNOMAH
 RD3586  USGS QUAD   -  SAUVIE ISLAND (1990)
 RD3586
 RD3586                         *CURRENT SURVEY CONTROL
 RD3586  ___________________________________________________________________
 RD3586* NAD 83(1991)-  45 39 01.75959(N)    122 45 45.59849(W)     ADJUSTED  
 RD3586* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 RD3586  ___________________________________________________________________
 RD3586  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 RD3586  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 RD3586  HORZ ORDER  -  THIRD
 RD3586
 RD3586.The horizontal coordinates were established by classical geodetic methods
 RD3586.and adjusted by the National Geodetic Survey in October 1991.
 RD3586
 RD3586.The orthometric height was scaled from a topographic map.
 RD3586
 RD3586.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3586
 RD3586.The geoid height was determined by GEOID03.
 RD3586
 RD3586;                    North         East     Units Scale Factor Converg.
 RD3586;SPC OR N     -   222,918.235 2,323,661.525   MT  0.99992991   -1 36 16.7
 RD3586;SPC OR N     -   731,359.04  7,623,561.43   iFT  0.99992991   -1 36 16.7
 RD3586;SPC WA S     -    37,782.165   323,642.105   MT  1.00004645   -1 38 36.9
 RD3586;SPC WA S     -   123,956.99  1,061,815.81   sFT  1.00004645   -1 38 36.9
 RD3586;UTM  10      - 5,055,242.979   518,492.666   MT  0.99960420   +0 10 11.0
 RD3586
 RD3586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3586!SPC OR N     -   1.00000247  x   0.99992991  =   0.99993238
 RD3586!SPC WA S     -   1.00000247  x   1.00004645  =   1.00004892
 RD3586!UTM  10      -   1.00000247  x   0.99960420  =   0.99960667
 RD3586
 RD3586:                Primary Azimuth Mark                     Grid Az
 RD3586:SPC OR N     -  9                                        212 54 10.9
 RD3586:SPC WA S     -  9                                        212 56 31.1
 RD3586:UTM  10      -  9                                        211 07 43.2
 RD3586
 RD3586|---------------------------------------------------------------------|
 RD3586| PID    Reference Object                     Distance      Geod. Az  |
 RD3586|                                                           dddmmss.s |
 RD3586| RD3577 9                                   APPROX. 0.8 KM 2111754.2 |
 RD3586|---------------------------------------------------------------------|
 RD3586
 RD3586                          SUPERSEDED SURVEY CONTROL
 RD3586
 RD3586  NAD 83(1986)-  45 39 01.77865(N)    122 45 45.59979(W) AD(       ) 3
 RD3586  NAD 27      -  45 39 02.35700(N)    122 45 41.24000(W) AD(       ) 3
 RD3586
 RD3586.Superseded values are not recommended for survey control.
 RD3586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3586.See file dsdata.txt to determine how the superseded data were derived.
 RD3586
 RD3586_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1849355243(NAD 83)
 RD3586
 RD3586  HISTORY     - Date     Condition        Report By
 RD3586  HISTORY     - 1899     MONUMENTED       USE
 RD3586  HISTORY     - 1960     SEE DESCRIPTION  CGS
 RD3586  HISTORY     - 19940423 MARK NOT FOUND   USPSQD
 RD3586
 RD3586                          STATION DESCRIPTION
 RD3586
 RD3586'DESCRIBED BY US ENGINEERS 1899
 RD3586'THE STATION IS MARKED BY A PIPE SET IN THE CENTER OF A SQUARE
 RD3586'BLOCK OF CONCRETE.  THE TOP OF THE BLOCK IS SMOOTHED OFF AND
 RD3586'BEARS THE LETTERS U.S.E., ONE LETTER IN EACH OF THREE CORNERS.  IN
 RD3586'THE FOURTH CORNER IS THE NUMBER BY WHICH THE STATION IS KNOWN.
 RD3586
 RD3586                          STATION RECOVERY (1960)
 RD3586
 RD3586'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ANS)
 RD3586'STATION WAS MARKED BY A PIPE IN CONCRETE.  THE LOCATION OF THIS
 RD3586'STATION WAS SEARCHED AND THE STATION WAS NOT RECOVERED.  THERE
 RD3586'HAS BEEN CONSTRUCTION WORK IN THIS AREA IN RECENT YEARS.
 RD3586'
 RD3586'THIS STATION SHOULD BE CONSIDERED LOST.
 RD3586
 RD3586                          STATION RECOVERY (1994)
 RD3586
 RD3586'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD3586'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD4068 ***********************************************************************
 RD4068  DESIGNATION -  7 2
 RD4068  PID         -  RD4068
 RD4068  STATE/COUNTY-  OR/COLUMBIA
 RD4068  USGS QUAD   -  ST HELENS (1990)
 RD4068
 RD4068                         *CURRENT SURVEY CONTROL
 RD4068  ___________________________________________________________________
 RD4068* NAD 83(1991)-  45 48 45.05717(N)    122 47 55.67869(W)     ADJUSTED  
 RD4068* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 RD4068  ___________________________________________________________________
 RD4068  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 RD4068  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 RD4068  HORZ ORDER  -  THIRD
 RD4068
 RD4068.The horizontal coordinates were established by classical geodetic methods
 RD4068.and adjusted by the National Geodetic Survey in October 1991.
 RD4068
 RD4068.The orthometric height was scaled from a topographic map.
 RD4068
 RD4068.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD4068
 RD4068.The geoid height was determined by GEOID03.
 RD4068
 RD4068;                    North         East     Units Scale Factor Converg.
 RD4068;SPC OR N     -   240,998.095 2,321,358.577   MT  0.99995774   -1 37 49.0
 RD4068;SPC OR N     -   790,676.16  7,616,005.83   iFT  0.99995774   -1 37 49.0
 RD4068;SPC WA S     -    55,865.078   321,351.356   MT  1.00000478   -1 40 11.4
 RD4068;SPC WA S     -   183,284.01  1,054,300.24   sFT  1.00000478   -1 40 11.4
 RD4068;UTM  10      - 5,073,236.745   515,631.944   MT  0.99960300   +0 08 39.4
 RD4068
 RD4068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD4068!SPC OR N     -   1.00000321  x   0.99995774  =   0.99996095
 RD4068!SPC WA S     -   1.00000321  x   1.00000478  =   1.00000799
 RD4068!UTM  10      -   1.00000321  x   0.99960300  =   0.99960621
 RD4068
 RD4068|---------------------------------------------------------------------|
 RD4068| PID    Reference Object                     Distance      Geod. Az  |
 RD4068|                                                           dddmmss.s |
 RD4068| RD4036 HENRICI LANDING F RANGE LIGHT        63.146 METERS 04848     |
 RD4068| RD4064 SIX USE 1912                        APPROX. 1.1 KM 0904806.6 |
 RD4068| CE1355 7 2 RM 1                             42.850 METERS 27058     |
 RD4068| RD3952 HENRICI LANDING R RANGE LIGHT       220.783 METERS 34515     |
 RD4068| RD3996 POWDER HOUSE LOW STACK              185.793 METERS 34650     |
 RD4068|---------------------------------------------------------------------|
 RD4068
 RD4068                          SUPERSEDED SURVEY CONTROL
 RD4068
 RD4068  NAD 83(1986)-  45 48 45.07720(N)    122 47 55.67701(W) AD(       ) 3
 RD4068  NAD 27      -  45 48 45.65700(N)    122 47 51.31300(W) AD(       ) 3
 RD4068
 RD4068.Superseded values are not recommended for survey control.
 RD4068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4068.See file dsdata.txt to determine how the superseded data were derived.
 RD4068
 RD4068_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1563273237(NAD 83)
 RD4068_MARKER: DD = SURVEY DISK
 RD4068_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RD4068_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 RD4068
 RD4068  HISTORY     - Date     Condition        Report By
 RD4068  HISTORY     - 1912     MONUMENTED       USE
 RD4068  HISTORY     - 1934     GOOD             CGS
 RD4068  HISTORY     - 1946     MARK NOT FOUND   CGS
 RD4068
 RD4068                          STATION DESCRIPTION
 RD4068
 RD4068'DESCRIBED BY US ENGINEERS 1912
 RD4068'ON THE RIVER BANK 150 METERS SOUTH OF THE LIONITE POWDER WORKS
 RD4068'WHARF AND 20 FEET ABOVE LOW WATER.  THE STATION IS MARKED BY AN
 RD4068'IRON PIPE 3 FEET LONG AND SET IN A CONCRETE PIER 1 FOOT SQUARE
 RD4068'AND 8 INCHES DEEP.  THE PIPE IS FILLED WITH SAND TO THE BOTTOM OF
 RD4068'THE CONCRETE AND THEN FILLED WITH CONCRETE TO THE TOP.  A USE
 RD4068'STATION DISK IS SET INSIDE THE PIPE IN THE CONCRETE.  THE PIPE
 RD4068'PROJECTS 4 TO 8 INCHES ABOVE THE CONCRETE AND IS ABOUT 18
 RD4068'INCHES BELOW THE SURFACE.
 RD4068'
 RD4068'THE REFERENCE MARK IS SET IN AN IRREGULAR PIER OF CONCRETE,
 RD4068'PROJECTING 6 TO 8 INCHES ABOVE THE SURFACE OF THE GROUND.
 RD4068'
 RD4068'THERE IS A TRIANGLE BLAZE ON A TREE DISTANT 18.55 METERS
 RD4068'S 63 DEG 45 MIN W, AND A SIMILAR MARK ON ANOTHER TREE DISTANT
 RD4068'22.10 METERS N 63 DEG 22 MIN W.
 RD4068
 RD4068                          STATION RECOVERY (1934)
 RD4068
 RD4068'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 RD4068'ON THE WEST BANK OF THE COLUMBIA RIVER AND ON THE EAST BANK OF
 RD4068'SAUVIE ISLAND AT A POINT ABOUT 2.6 MILES SOUTH OF THE WARRIOR
 RD4068'ROCK LIGHTSTATION.  IT IS ABOUT 150 METERS SOUTH OF A POWDER
 RD4068'WORKS WHARF AND 20 FEET ABOVE LOW WATER.  THE STATION IS MARKED
 RD4068'BY A U.S. ENGINEERS DISK SET IN AN IRON PIPE SET IN A CONCRETE
 RD4068'BLOCK, THE TOP OF THE MARK BEING ABOUT 1 FOOT BELOW THE GROUND
 RD4068'SURFACE.  A REFERENCE MARK CONSISTING OF A DISK SET IN A PIPE
 RD4068'SET IN CONCRETE IS 42.85 METERS (140.6 FEET) WEST OF THE STATION
 RD4068'N 89 DEG 03 MIN W.  THERE IS A TRIANGLE BLAZED
 RD4068'ON A TREE DISTANT 18.55 METERS (56.54 FEET) S 63 DEG
 RD4068'45 MIN W AND A SIMILAR MARK ON ANOTHER TREE DISTANT 22.10 METERS
 RD4068'(72.51 FEET) N 63 DEG 22 MIN W.
 RD4068
 RD4068                          STATION RECOVERY (1946)
 RD4068
 RD4068'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAE)
 RD4068'A THOROUGH SEARCH WAS MADE FOR THIS STATION BUT IT COULD NOT BE
 RD4068'FOUND.  THE REFERENCES GIVEN TO THE POWDER DOCK AND BLAZED TREES
 RD4068'ARE USELESS AS THESE POINTS ARE GONE.
 RD4068'
 RD4068'IT IS RECOMMENDED THAT THE STATION BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1031 ***********************************************************************
 NZ1031  DESIGNATION -  7 8
 NZ1031  PID         -  NZ1031
 NZ1031  STATE/COUNTY-  OR/KLAMATH
 NZ1031  USGS QUAD   -  CRATER LAKE EAST (1985)
 NZ1031
 NZ1031                         *CURRENT SURVEY CONTROL
 NZ1031  ___________________________________________________________________
 NZ1031* NAD 83(1991)-  42 58 47.63104(N)    122 06 52.69217(W)     ADJUSTED  
 NZ1031* NAVD 88     -      2144.     (meters)    7034.     (feet)  SCALED    
 NZ1031  ___________________________________________________________________
 NZ1031  LAPLACE CORR-           1.59  (seconds)                    DEFLEC99
 NZ1031  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 NZ1031  HORZ ORDER  -  THIRD
 NZ1031
 NZ1031.The horizontal coordinates were established by classical geodetic methods
 NZ1031.and adjusted by the National Geodetic Survey in October 1991.
 NZ1031
 NZ1031.The orthometric height was scaled from a topographic map.
 NZ1031
 NZ1031.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ1031
 NZ1031.The geoid height was determined by GEOID03.
 NZ1031
 NZ1031;                    North         East     Units Scale Factor Converg.
 NZ1031;SPC OR S     -   147,146.053 1,368,319.375   MT  0.99990000   -1 06 16.7
 NZ1031;SPC OR S     -   482,762.64  4,489,236.79   iFT  0.99990000   -1 06 16.7
 NZ1031;UTM  10      - 4,758,962.706   572,188.231   MT  0.99966411   +0 36 13.0
 NZ1031
 NZ1031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NZ1031!SPC OR S     -   0.99966720  x   0.99990000  =   0.99956724
 NZ1031!UTM  10      -   0.99966720  x   0.99966411  =   0.99933142
 NZ1031
 NZ1031:                Primary Azimuth Mark                     Grid Az
 NZ1031:SPC OR S     -  WATCHMAN LOOKOUT HOUSE                   230 03 01.8
 NZ1031:UTM  10      -  WATCHMAN LOOKOUT HOUSE                   228 20 32.1
 NZ1031
 NZ1031|---------------------------------------------------------------------|
 NZ1031| PID    Reference Object                     Distance      Geod. Az  |
 NZ1031|                                                           dddmmss.s |
 NZ1031| NZ1039 WATCHMAN LOOKOUT HOUSE              APPROX. 6.2 KM 2285645.1 |
 NZ1031|---------------------------------------------------------------------|
 NZ1031
 NZ1031                          SUPERSEDED SURVEY CONTROL
 NZ1031
 NZ1031  NAD 83(1986)-  42 58 47.63268(N)    122 06 52.70432(W) AD(       ) 3
 NZ1031  NAD 27      -  42 58 48.17800(N)    122 06 48.59900(W) AD(       ) 3
 NZ1031
 NZ1031.Superseded values are not recommended for survey control.
 NZ1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1031.See file dsdata.txt to determine how the superseded data were derived.
 NZ1031
 NZ1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN7218858963(NAD 83)
 NZ1031_MARKER: Z = SEE DESCRIPTION
 NZ1031_SETTING: 0 = UNSPECIFIED SETTING
 NZ1031
 NZ1031  HISTORY     - Date     Condition        Report By
 NZ1031  HISTORY     - 1957     MONUMENTED       BPR
 NZ1031
 NZ1031                          STATION DESCRIPTION
 NZ1031
 NZ1031'DESCRIBED BY US BUREAU OF PUBLIC ROADS 1957 (VRS)
 NZ1031'IN CRATER LAKE NATIONAL PARK, ON THE NORTH RIM OF CRATER LAKE,
 NZ1031'AT THE EAST END OF THE PARKING AREA AT THE FIRST VIEW POINT EAST
 NZ1031'OF LLAO ROCK.
 NZ1031'
 NZ1031'TO REACH FROM THE STONE BUILDING AT THE INTERSECTION OF NORTH
 NZ1031'ENTRANCE ROAD AND RIM DRIVE, GO NORTH AND EAST ON RIM DRIVE FOR
 NZ1031'2.6 MILES TO THE VIEW POINT AND THE STATION ON THE RIGHT.
 NZ1031'
 NZ1031'STATION IS MARKED BY A BUREAU OF PUBLIC ROADS BRASS BENCH MARK
 NZ1031'DISK, STAMPED 7-8, IN A DRILL HOLE IN THE TOP OF A LOW, CURVING
 NZ1031'STONE WALL, 65.9 FEET SOUTHWEST OF THE EAST END OF THE WALL, 62
 NZ1031'FEET SOUTH OF THE CENTER LINE OF RIM DRIVE AND 38.2 FEET NORTHEAST
 NZ1031'OF A LARGE, DEAD SNAG.
 NZ1031'
 NZ1031'THERE ARE NO REFERENCE MARKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0068 ***********************************************************************
 NZ0068  DESIGNATION -  7 A
 NZ0068  PID         -  NZ0068
 NZ0068  STATE/COUNTY-  OR/JACKSON
 NZ0068  USGS QUAD   -  UNION CREEK (1989)
 NZ0068
 NZ0068                         *CURRENT SURVEY CONTROL
 NZ0068  ___________________________________________________________________
 NZ0068* NAD 83(1986)-  42 59 17.     (N)    122 23 46.     (W)     SCALED    
 NZ0068* NAVD 88     -      1085.103  (meters)    3560.04   (feet)  ADJUSTED  
 NZ0068  ___________________________________________________________________
 NZ0068  GEOID HEIGHT-         -22.47  (meters)                     GEOID03
 NZ0068  DYNAMIC HT  -        1084.566 (meters)    3558.28  (feet)  COMP
 NZ0068  MODELED GRAV-     980,088.7   (mgal)                       NAVD 88
 NZ0068
 NZ0068  VERT ORDER  -  SECOND    CLASS 0
 NZ0068
 NZ0068.The horizontal coordinates were scaled from a topographic map and have
 NZ0068.an estimated accuracy of +/- 6 seconds.
 NZ0068
 NZ0068.The orthometric height was determined by differential leveling
 NZ0068.and adjusted in June 1991.
 NZ0068
 NZ0068.The geoid height was determined by GEOID03.
 NZ0068
 NZ0068.The dynamic height is computed by dividing the NAVD 88
 NZ0068.geopotential number by the normal gravity value computed on the
 NZ0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0068.degrees latitude (g = 980.6199 gals.).
 NZ0068
 NZ0068.The modeled gravity was interpolated from observed gravity values.
 NZ0068
 NZ0068;                    North         East    Units  Estimated Accuracy
 NZ0068;SPC OR S     -   148,530.    1,345,390.      MT  (+/- 180 meters Scaled)
 NZ0068
 NZ0068                          SUPERSEDED SURVEY CONTROL
 NZ0068
 NZ0068  NGVD 29 (??/??/92) 1083.875  (m)         3556.01   (f) ADJ UNCH    2 0
 NZ0068
 NZ0068.Superseded values are not recommended for survey control.
 NZ0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0068.See file dsdata.txt to determine how the superseded data were derived.
 NZ0068
 NZ0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN492596(NAD 83)
 NZ0068_MARKER: DD = SURVEY DISK
 NZ0068_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NZ0068_SP_SET: BRIDGE
 NZ0068_STAMPING: 3556 7-A 1939
 NZ0068_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NZ0068
 NZ0068  HISTORY     - Date     Condition        Report By
 NZ0068  HISTORY     - 1939     MONUMENTED       CGS
 NZ0068  HISTORY     - 1969     GOOD             NGS
 NZ0068
 NZ0068                          STATION DESCRIPTION
 NZ0068
 NZ0068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 NZ0068'6.4 MI NE FROM UNION CREEK.
 NZ0068'1.3 MILES NORTHEAST ALONG STATE HIGHWAY 62 FROM THE UNION CREEK RANGER
 NZ0068'STATION TO THE JUNCTION WITH STATE HIGHWAY 230, THENCE NORTH ALONG
 NZ0068'STATE HIGHWAY 230 FOR 5.1 MILES TO BRIDGE NO. 233-05.18 OVER THE
 NZ0068'ROUGUE RIVER AND THE BENCH MARK ON THE RIGHT IN THE SOUTHEAST CONCRETE
 NZ0068'WING WALL, 0.95 MILE SOUTH OF THE DOUGLAS-JACKSON COUNTY LINE, 0.15
 NZ0068'MILE NORTH OF MILE POST NO. 5, 18 FEET EAST OF THE CENTER OF THE
 NZ0068'HIGHWAY AND LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0611 ***********************************************************************
 NW0611  DESIGNATION -  7 BKC
 NW0611  PID         -  NW0611
 NW0611  STATE/COUNTY-  OR/MALHEUR
 NW0611  USGS QUAD   -  SKULL CREEK (1980)
 NW0611
 NW0611                         *CURRENT SURVEY CONTROL
 NW0611  ___________________________________________________________________
 NW0611* NAD 83(1986)-  42 41 17.     (N)    117 19 30.     (W)     SCALED    
 NW0611* NAVD 88     -      1390.209  (meters)    4561.04   (feet)  ADJUSTED  
 NW0611  ___________________________________________________________________
 NW0611  GEOID HEIGHT-         -17.54  (meters)                     GEOID03
 NW0611  DYNAMIC HT  -        1389.407 (meters)    4558.41  (feet)  COMP
 NW0611  MODELED GRAV-     979,995.0   (mgal)                       NAVD 88
 NW0611
 NW0611  VERT ORDER  -  SECOND    CLASS 0
 NW0611
 NW0611.The horizontal coordinates were scaled from a topographic map and have
 NW0611.an estimated accuracy of +/- 6 seconds.
 NW0611
 NW0611.The orthometric height was determined by differential leveling
 NW0611.and adjusted in August 1995.
 NW0611
 NW0611.The geoid height was determined by GEOID03.
 NW0611
 NW0611.The dynamic height is computed by dividing the NAVD 88
 NW0611.geopotential number by the normal gravity value computed on the
 NW0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0611.degrees latitude (g = 980.6199 gals.).
 NW0611
 NW0611.The modeled gravity was interpolated from observed gravity values.
 NW0611
 NW0611;                    North         East    Units  Estimated Accuracy
 NW0611;SPC OR S     -   118,390.    1,760,120.      MT  (+/- 180 meters Scaled)
 NW0611
 NW0611                          SUPERSEDED SURVEY CONTROL
 NW0611
 NW0611.No superseded survey control is available for this station.
 NW0611
 NW0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH733262(NAD 83)
 NW0611_MARKER: DB = BENCH MARK DISK
 NW0611_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0611_SP_SET: COPPER-CLAD STEEL ROD
 NW0611_STAMPING: 7 BKC 1973 4557
 NW0611_MARK LOGO: USGS  
 NW0611_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0611_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0611_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0611+SATELLITE: SATELLITE OBSERVATIONS - 1973
 NW0611
 NW0611  HISTORY     - Date     Condition        Report By
 NW0611  HISTORY     - 1973     MONUMENTED       USGS
 NW0611
 NW0611                          STATION DESCRIPTION
 NW0611
 NW0611'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 NW0611'FROM ROME, OREGON PROCEED 21.5 MILES SOUTH AND SOUTHEAST ALONG A
 NW0611'TRACK ROAD, AT A CORRAL, 137 FEET WEST OF THE CENTERLINE OF THE ROAD,
 NW0611'5 FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE CORRAL, 1 FOOT
 NW0611'NORTHEAST OF THE FENCELINE, SET ON A 5/8-INCH COPPER-COATED ROD
 NW0611'DRIVEN TO REFUSAL (ROD DEPTH UNKNOWN), WITH THE TOP ENCASED IN A
 NW0611'6-INCH DRAINPIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2686 ***********************************************************************
 QE2686  DESIGNATION -  7 KJO
 QE2686  PID         -  QE2686
 QE2686  STATE/COUNTY-  OR/LINCOLN
 QE2686  USGS QUAD   -  HARLAN (1984)
 QE2686
 QE2686                         *CURRENT SURVEY CONTROL
 QE2686  ___________________________________________________________________
 QE2686* NAD 83(1986)-  44 33 42.     (N)    123 40 05.     (W)     SCALED    
 QE2686* NAVD 88     -       127.088  (meters)     416.95   (feet)  ADJUSTED  
 QE2686  ___________________________________________________________________
 QE2686  GEOID HEIGHT-         -22.15  (meters)                     GEOID03
 QE2686  DYNAMIC HT  -         127.084 (meters)     416.94  (feet)  COMP
 QE2686  MODELED GRAV-     980,584.3   (mgal)                       NAVD 88
 QE2686
 QE2686  VERT ORDER  -  SECOND    CLASS I
 QE2686
 QE2686.The horizontal coordinates were scaled from a topographic map and have
 QE2686.an estimated accuracy of +/- 6 seconds.
 QE2686
 QE2686.The orthometric height was determined by differential leveling
 QE2686.and adjusted in August 1995.
 QE2686
 QE2686.The geoid height was determined by GEOID03.
 QE2686
 QE2686.The dynamic height is computed by dividing the NAVD 88
 QE2686.geopotential number by the normal gravity value computed on the
 QE2686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE2686.degrees latitude (g = 980.6199 gals.).
 QE2686
 QE2686.The modeled gravity was interpolated from observed gravity values.
 QE2686
 QE2686;                    North         East    Units  Estimated Accuracy
 QE2686;SPC OR N     -   104,390.    2,248,390.      MT  (+/- 180 meters Scaled)
 QE2686
 QE2686                          SUPERSEDED SURVEY CONTROL
 QE2686
 QE2686.No superseded survey control is available for this station.
 QE2686
 QE2686_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ469344(NAD 83)
 QE2686_MARKER: DB = BENCH MARK DISK
 QE2686_SETTING: 66 = SET IN ROCK OUTCROP
 QE2686_SP_SET: ROCK LEDGE
 QE2686_STAMPING: 7 KJO 1979 414
 QE2686_MARK LOGO: USGS  
 QE2686_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QE2686+STABILITY: POSITION/ELEVATION WELL
 QE2686
 QE2686  HISTORY     - Date     Condition        Report By
 QE2686  HISTORY     - 1979     MONUMENTED       USGS
 QE2686
 QE2686                          STATION DESCRIPTION
 QE2686
 QE2686'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 QE2686'4.6 KM (2.85 MI) NE FROM HARLAN.
 QE2686'HARLAN, 2.85 MI NE OF.  ABOUT 250 FT SW OF MILEPOST 5, 26 FT NW OF
 QE2686'CENTERLINE OF RD, 15 FT NE OF NW END OF 2 FT DIAMETER CONCRETE
 QE2686'CULVERT, 1 FT NW OF SE EDGE OF EXPOSED PORTION OF ROCK, SET IN 3 FT
 QE2686'DIAMETER EXPOSED ROCK LEDGE.
 QE2686'THE MARK IS 1 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0778 ***********************************************************************
 PA0778  DESIGNATION -  7 LRC
 PA0778  PID         -  PA0778
 PA0778  STATE/COUNTY-  OR/HARNEY
 PA0778  USGS QUAD   -  LITTLE JUNIPER MTN (1984)
 PA0778
 PA0778                         *CURRENT SURVEY CONTROL
 PA0778  ___________________________________________________________________
 PA0778* NAD 83(1986)-  43 10 06.     (N)    119 51 53.     (W)     SCALED    
 PA0778* NAVD 88     -      1579.632  (meters)    5182.51   (feet)  ADJUSTED  
 PA0778  ___________________________________________________________________
 PA0778  GEOID HEIGHT-         -19.84  (meters)                     GEOID03
 PA0778  DYNAMIC HT  -        1578.751 (meters)    5179.62  (feet)  COMP
 PA0778  MODELED GRAV-     980,006.0   (mgal)                       NAVD 88
 PA0778
 PA0778  VERT ORDER  -  SECOND    CLASS 0
 PA0778
 PA0778.The horizontal coordinates were scaled from a topographic map and have
 PA0778.an estimated accuracy of +/- 6 seconds.
 PA0778
 PA0778.The orthometric height was determined by differential leveling
 PA0778.and adjusted in August 1995.
 PA0778
 PA0778.The geoid height was determined by GEOID03.
 PA0778
 PA0778.The dynamic height is computed by dividing the NAVD 88
 PA0778.geopotential number by the normal gravity value computed on the
 PA0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0778.degrees latitude (g = 980.6199 gals.).
 PA0778
 PA0778.The modeled gravity was interpolated from observed gravity values.
 PA0778
 PA0778;                    North         East    Units  Estimated Accuracy
 PA0778;SPC OR S     -   167,000.    1,551,650.      MT  (+/- 180 meters Scaled)
 PA0778
 PA0778                          SUPERSEDED SURVEY CONTROL
 PA0778
 PA0778.No superseded survey control is available for this station.
 PA0778
 PA0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKH671834(NAD 83)
 PA0778_MARKER: DB = BENCH MARK DISK
 PA0778_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PA0778+WITH SETTING: INFORMATION.
 PA0778_SP_SET: METAL ROD DRIVEN INTO GROUND
 PA0778_STAMPING: 7 LRC 1970 5178
 PA0778_MARK LOGO: USGS  
 PA0778_MAGNETIC: I = MARKER IS A STEEL ROD
 PA0778_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PA0778
 PA0778  HISTORY     - Date     Condition        Report By
 PA0778  HISTORY     - 1970     MONUMENTED       USGS
 PA0778
 PA0778                          STATION DESCRIPTION
 PA0778
 PA0778'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 PA0778'FROM WAGONTIRE, OREGON, PROCEED 4.5 MILES SOUTHWEST ALONG U S HIGHWAY
 PA0778'395 TO DRY VALLEY ROAD, THENCE 2.7 MILES SOUTH ALONG DRY VALLEY ROAD
 PA0778'TO A LONG CURVE TO THE EAST, 58 FEET SOUTHWEST OF THE CENTERLINE OF
 PA0778'THE ROAD, 3 FEET NORTH OF A WITNESS POST.  THE ROD DEPTH IS UNKNOWN
 PA0778'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0100 ***********************************************************************
 QE0100  DESIGNATION -  7 M
 QE0100  PID         -  QE0100
 QE0100  STATE/COUNTY-  OR/LANE
 QE0100  USGS QUAD   -  VIDA (1988)
 QE0100
 QE0100                         *CURRENT SURVEY CONTROL
 QE0100  ___________________________________________________________________
 QE0100* NAD 83(1986)-  44 07 53.     (N)    122 31 15.     (W)     SCALED    
 QE0100* NAVD 88     -       265.839  (meters)     872.17   (feet)  ADJUSTED  
 QE0100  ___________________________________________________________________
 QE0100  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 QE0100  DYNAMIC HT  -         265.782 (meters)     871.99  (feet)  COMP
 QE0100  MODELED GRAV-     980,400.4   (mgal)                       NAVD 88
 QE0100
 QE0100  VERT ORDER  -  FIRST     CLASS II
 QE0100
 QE0100.The horizontal coordinates were scaled from a topographic map and have
 QE0100.an estimated accuracy of +/- 6 seconds.
 QE0100
 QE0100.The orthometric height was determined by differential leveling
 QE0100.and adjusted in June 1991.
 QE0100
 QE0100.The geoid height was determined by GEOID03.
 QE0100
 QE0100.The dynamic height is computed by dividing the NAVD 88
 QE0100.geopotential number by the normal gravity value computed on the
 QE0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0100.degrees latitude (g = 980.6199 gals.).
 QE0100
 QE0100.The modeled gravity was interpolated from observed gravity values.
 QE0100
 QE0100;                    North         East    Units  Estimated Accuracy
 QE0100;SPC OR S     -   275,750.    1,338,290.      MT  (+/- 180 meters Scaled)
 QE0100
 QE0100                          SUPERSEDED SURVEY CONTROL
 QE0100
 QE0100  NGVD 29 (??/??/92)  264.704  (m)          868.45   (f) ADJ UNCH    1 2
 QE0100
 QE0100.Superseded values are not recommended for survey control.
 QE0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0100.See file dsdata.txt to determine how the superseded data were derived.
 QE0100
 QE0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP383865(NAD 83)
 QE0100_MARKER: DD = SURVEY DISK
 QE0100_SETTING: 80 = SET IN A BOULDER
 QE0100_SP_SET: BOULDER
 QE0100_STAMPING: 7 M 1927 868.302
 QE0100_MARK LOGO: USGS  
 QE0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0100+STABILITY: SURFACE MOTION
 QE0100
 QE0100  HISTORY     - Date     Condition        Report By
 QE0100  HISTORY     - 1927     MONUMENTED       USGS
 QE0100  HISTORY     - 1943     GOOD             NGS
 QE0100  HISTORY     - 1981     GOOD             LOCSUR
 QE0100  HISTORY     - 1987     GOOD             NGS
 QE0100
 QE0100                          STATION DESCRIPTION
 QE0100
 QE0100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QE0100'3.0 MI E FROM VIDA.
 QE0100'ABOUT 3.0 MILES EAST ALONG U.S. HIGHWAY 28 FROM THE POST OFFICE AT
 QE0100'VIDA, LANE COUNTY, 250 FEET WEST OF A SMALL BUT PROMINENT ROCK BLUFF
 QE0100'NORTH OF HIGHWAY, 500 FEET WEST OF A MUCH LARGER BLUFF, OUTSIDE OF A
 QE0100'LONG CURVE, 24.0 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, SET IN
 QE0100'THE TOP OF THE NORTH AND UPPER END OF MASSIVE ROCK, ABOUT 5 FEET BELOW
 QE0100'THE LEVEL OF THE HIGHWAY.
 QE0100
 QE0100                          STATION RECOVERY (1981)
 QE0100
 QE0100'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 QE0100'ON HIGHWAY 126, 0.2 MILES EASTERLY OF THE ENTRANCE TO THE BEN AND KAY
 QE0100'DORRIS STATE PARK, 250 FT. WESTERLY OF A SMALL BUT PROMINENT ROCK
 QE0100'BLUFF NORTHERLY OF THE HIGHWAY, AND 24 FT. SOUTHERLY OF THE HIGHWAY,
 QE0100'IN THE NORTH END OF A MASSIVE ROCK ABOUT 6 FT. BELOW THE ROCK, IS A
 QE0100'BRASS CAP STAMPED '7 M 1927 868.302'. TAGGED A TRIPLE MAPLE 8', S 3
 QE0100'W, 9.7 FT.
 QE0100
 QE0100                          STATION RECOVERY (1987)
 QE0100
 QE0100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE0100'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  33.9 KM
 QE0100'(21.05 MI) WESTERLY ALONG STATE HIGHWAY 126 FROM ITS JUNCTION WITH
 QE0100'TAYLOR ROAD IN MCKENZIE BRIDGE, AT THE OUTSIDE OF A LONG CURVE IN THE
 QE0100'HIGHWAY, 0.3 KM (0.20 MI) EAST OF A SIDE ROAD LEADING SOUTHEAST TO A
 QE0100'STATE PARK, 7.9 M (25.9 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 QE0100'AND 3.2 M (10.5 FT) NORTH OF THE SOUTH END OF A LARGE BOULDER.
 QE0100'THE MARK IS 1.2 METERS  SW FROM  A WITNESS POST
 QE0100'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0138 ***********************************************************************
 PC0138  DESIGNATION -  7 M
 PC0138  PID         -  PC0138
 PC0138  STATE/COUNTY-  OR/DOUGLAS
 PC0138  USGS QUAD   -  OLD FAIRVIEW (1997)
 PC0138
 PC0138                         *CURRENT SURVEY CONTROL
 PC0138  ___________________________________________________________________
 PC0138* NAD 83(1986)-  43 18 01.     (N)    122 52 58.     (W)     SCALED    
 PC0138* NAVD 88     -       336.529  (meters)    1104.10   (feet)  ADJUSTED  
 PC0138  ___________________________________________________________________
 PC0138  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 PC0138  DYNAMIC HT  -         336.407 (meters)    1103.70  (feet)  COMP
 PC0138  MODELED GRAV-     980,251.6   (mgal)                       NAVD 88
 PC0138
 PC0138  VERT ORDER  -  FIRST     CLASS II
 PC0138
 PC0138.The horizontal coordinates were scaled from a topographic map and have
 PC0138.an estimated accuracy of +/- 6 seconds.
 PC0138
 PC0138.The orthometric height was determined by differential leveling
 PC0138.and adjusted in June 1991.
 PC0138
 PC0138.The geoid height was determined by GEOID03.
 PC0138
 PC0138.The dynamic height is computed by dividing the NAVD 88
 PC0138.geopotential number by the normal gravity value computed on the
 PC0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0138.degrees latitude (g = 980.6199 gals.).
 PC0138
 PC0138.The modeled gravity was interpolated from observed gravity values.
 PC0138
 PC0138;                    North         East    Units  Estimated Accuracy
 PC0138;SPC OR S     -   184,220.    1,306,700.      MT  (+/- 180 meters Scaled)
 PC0138
 PC0138                          SUPERSEDED SURVEY CONTROL
 PC0138
 PC0138  NGVD 29 (??/??/92)  335.396  (m)         1100.38   (f) ADJ UNCH    1 2
 PC0138
 PC0138.Superseded values are not recommended for survey control.
 PC0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0138.See file dsdata.txt to determine how the superseded data were derived.
 PC0138
 PC0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN095941(NAD 83)
 PC0138_MARKER: DD = SURVEY DISK
 PC0138_SETTING: 80 = SET IN A BOULDER
 PC0138_SP_SET: BOULDER
 PC0138_STAMPING: 7 M 1935
 PC0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0138+STABILITY: SURFACE MOTION
 PC0138
 PC0138  HISTORY     - Date     Condition        Report By
 PC0138  HISTORY     - 1935     MONUMENTED       USGS
 PC0138  HISTORY     - 1941     GOOD             NGS
 PC0138  HISTORY     - 19841024 MARK NOT FOUND   USPSQD
 PC0138
 PC0138                          STATION DESCRIPTION
 PC0138
 PC0138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 PC0138'9.2 MI E FROM IDLEYLD PARK.
 PC0138'ABOUT 9.2 MILES EAST OF IDLEYLD PARK ON ROAD TO DIAMOND LAKE, .6 MILES
 PC0138'SW. OF UMPQUA NATIONAL FOREST BOUNDARY, 12 FT E. OF COLE CREEK, 30 FT.
 PC0138'NORTH OF ROAD., SET IN TOP OF BOULDER.  WITNESS POST SET BY MARK.
 PC0138
 PC0138                          STATION RECOVERY (1984)
 PC0138
 PC0138'RECOVERY NOTE BY US POWER SQUADRON 1984 (KJO)
 PC0138'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0846 ***********************************************************************
 PB0846  DESIGNATION -  7 PSM
 PB0846  PID         -  PB0846
 PB0846  STATE/COUNTY-  OR/LAKE
 PB0846  USGS QUAD   -  JACKS PLACE (1982)
 PB0846
 PB0846                         *CURRENT SURVEY CONTROL
 PB0846  ___________________________________________________________________
 PB0846* NAD 83(1986)-  43 27 59.     (N)    120 38 56.     (W)     SCALED    
 PB0846* NAVD 88     -      1336.160  (meters)    4383.72   (feet)  ADJUSTED  
 PB0846  ___________________________________________________________________
 PB0846  GEOID HEIGHT-         -20.32  (meters)                     GEOID03
 PB0846  DYNAMIC HT  -        1335.482 (meters)    4381.49  (feet)  COMP
 PB0846  MODELED GRAV-     980,065.5   (mgal)                       NAVD 88
 PB0846
 PB0846  VERT ORDER  -  THIRD
 PB0846
 PB0846.The horizontal coordinates were scaled from a topographic map and have
 PB0846.an estimated accuracy of +/- 6 seconds.
 PB0846
 PB0846.The orthometric height was determined by differential leveling
 PB0846.and adjusted in August 1995.
 PB0846
 PB0846.The geoid height was determined by GEOID03.
 PB0846
 PB0846.The dynamic height is computed by dividing the NAVD 88
 PB0846.geopotential number by the normal gravity value computed on the
 PB0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0846.degrees latitude (g = 980.6199 gals.).
 PB0846
 PB0846.The modeled gravity was interpolated from observed gravity values.
 PB0846
 PB0846;                    North         East    Units  Estimated Accuracy
 PB0846;SPC OR S     -   199,930.    1,487,950.      MT  (+/- 180 meters Scaled)
 PB0846
 PB0846                          SUPERSEDED SURVEY CONTROL
 PB0846
 PB0846.No superseded survey control is available for this station.
 PB0846
 PB0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP901152(NAD 83)
 PB0846_MARKER: DB = BENCH MARK DISK
 PB0846_SETTING: 66 = SET IN ROCK OUTCROP
 PB0846_SP_SET: BEDROCK
 PB0846_STAMPING: 7 PSM 1978 4380
 PB0846_MARK LOGO: USGS  
 PB0846_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PB0846+STABILITY: POSITION/ELEVATION WELL
 PB0846
 PB0846  HISTORY     - Date     Condition        Report By
 PB0846  HISTORY     - 1978     MONUMENTED       USGS
 PB0846
 PB0846                          STATION DESCRIPTION
 PB0846
 PB0846'DESCRIBED BY US GEOLOGICAL SURVEY 1978
 PB0846'36.4 KM (22.60 MI) NORTH FROM CHRISTMAS VALLEY.
 PB0846'CHRISTMAS VALLEY PO, 2.0 MI E OF, THENCE 20.6 MI N ALONG MILLICAN RD.
 PB0846'IN SEC 26 T24S R17E, ON CURVE AT END OF LOW RIDGE, 91 FT S OF JUNIPER
 PB0846'SNAG, 35 FT W OF RD.
 PB0846'THE MARK IS 8 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0697 ***********************************************************************
 NW0697  DESIGNATION -  7 RTV
 NW0697  PID         -  NW0697
 NW0697  STATE/COUNTY-  OR/MALHEUR
 NW0697  USGS QUAD   -  JACKSON SUMMIT (1982)
 NW0697
 NW0697                         *CURRENT SURVEY CONTROL
 NW0697  ___________________________________________________________________
 NW0697* NAD 83(1986)-  42 14 08.     (N)    117 42 31.     (W)     SCALED    
 NW0697* NAVD 88     -      1636.602  (meters)    5369.42   (feet)  ADJUSTED  
 NW0697  ___________________________________________________________________
 NW0697  GEOID HEIGHT-         -18.20  (meters)                     GEOID03
 NW0697  DYNAMIC HT  -        1635.507 (meters)    5365.83  (feet)  COMP
 NW0697  MODELED GRAV-     979,894.4   (mgal)                       NAVD 88
 NW0697
 NW0697  VERT ORDER  -  SECOND    CLASS 0
 NW0697
 NW0697.The horizontal coordinates were scaled from a topographic map and have
 NW0697.an estimated accuracy of +/- 6 seconds.
 NW0697
 NW0697.The orthometric height was determined by differential leveling
 NW0697.and adjusted in August 1995.
 NW0697
 NW0697.The geoid height was determined by GEOID03.
 NW0697
 NW0697.The dynamic height is computed by dividing the NAVD 88
 NW0697.geopotential number by the normal gravity value computed on the
 NW0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0697.degrees latitude (g = 980.6199 gals.).
 NW0697
 NW0697.The modeled gravity was interpolated from observed gravity values.
 NW0697
 NW0697;                    North         East    Units  Estimated Accuracy
 NW0697;SPC OR S     -    67,040.    1,730,380.      MT  (+/- 180 meters Scaled)
 NW0697
 NW0697                          SUPERSEDED SURVEY CONTROL
 NW0697
 NW0697.No superseded survey control is available for this station.
 NW0697
 NW0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG415761(NAD 83)
 NW0697_MARKER: DB = BENCH MARK DISK
 NW0697_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0697_SP_SET: COPPER-CLAD STEEL ROD
 NW0697_STAMPING: 7 RTV 1979
 NW0697_MARK LOGO: USGS  
 NW0697_PROJECTION: FLUSH
 NW0697_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0697_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0697_ROD/PIPE-DEPTH: 3.35 meters
 NW0697
 NW0697  HISTORY     - Date     Condition        Report By
 NW0697  HISTORY     - 1979     MONUMENTED       USGS
 NW0697
 NW0697                          STATION DESCRIPTION
 NW0697
 NW0697'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 NW0697'FROM THE MCDERMITT, NEVADA POST OFFICE, PROCEED 15.3 MILES NORTH
 NW0697'ALONG U S HIGHWAY 95, THENCE 4.45 MILES EAST, 390 FEET WEST OF THE
 NW0697'SOUTHWEST END A BORROW PIT, 40 FEET SOUTH OF THE CENTERLINE OF THE
 NW0697'ROAD, AT THE SOUTH EDGE OF A CLEARING.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0008 ***********************************************************************
 QE0008  DESIGNATION -  7 S
 QE0008  PID         -  QE0008
 QE0008  STATE/COUNTY-  OR/MARION
 QE0008  USGS QUAD   -  MILL CITY NORTH (1985)
 QE0008
 QE0008                         *CURRENT SURVEY CONTROL
 QE0008  ___________________________________________________________________
 QE0008* NAD 83(1986)-  44 45 16.     (N)    122 25 01.     (W)     SCALED    
 QE0008* NAVD 88     -       288.118  (meters)     945.27   (feet)  ADJUSTED  
 QE0008  ___________________________________________________________________
 QE0008  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 QE0008  DYNAMIC HT  -         288.075 (meters)     945.13  (feet)  COMP
 QE0008  MODELED GRAV-     980,463.8   (mgal)                       NAVD 88
 QE0008
 QE0008  VERT ORDER  -  FIRST     CLASS II
 QE0008
 QE0008.The horizontal coordinates were scaled from a topographic map and have
 QE0008.an estimated accuracy of +/- 6 seconds.
 QE0008
 QE0008.The orthometric height was determined by differential leveling
 QE0008.and adjusted in June 1991.
 QE0008
 QE0008.The geoid height was determined by GEOID03.
 QE0008
 QE0008.The dynamic height is computed by dividing the NAVD 88
 QE0008.geopotential number by the normal gravity value computed on the
 QE0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0008.degrees latitude (g = 980.6199 gals.).
 QE0008
 QE0008.The modeled gravity was interpolated from observed gravity values.
 QE0008
 QE0008;                    North         East    Units  Estimated Accuracy
 QE0008;SPC OR N     -   122,680.    2,348,240.      MT  (+/- 180 meters Scaled)
 QE0008
 QE0008                          SUPERSEDED SURVEY CONTROL
 QE0008
 QE0008  NGVD 29 (??/??/92)  287.058  (m)          941.79   (f) ADJ UNCH    1 2
 QE0008
 QE0008.Superseded values are not recommended for survey control.
 QE0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0008.See file dsdata.txt to determine how the superseded data were derived.
 QE0008
 QE0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ461558(NAD 83)
 QE0008_MARKER: DD = SURVEY DISK
 QE0008_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QE0008_SP_SET: WALK
 QE0008_STAMPING: 7 S 1925
 QE0008_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0008
 QE0008  HISTORY     - Date     Condition        Report By
 QE0008  HISTORY     - 1925     MONUMENTED       USGS
 QE0008  HISTORY     - 1941     GOOD             NGS
 QE0008
 QE0008                          STATION DESCRIPTION
 QE0008
 QE0008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QE0008'IN GATES.
 QE0008'MARK IS LOCATED IN GATES ON SOUTH SIDE OF RAILROAD AND HIGHWAY, SOUTH
 QE0008'SIDE OF OLD COUNTY ROAD, WEST OF ENTRANCE TO BURNED RUINS OF I O O F
 QE0008'HALL, IN CONCRETE WALK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0364 ***********************************************************************
 NX0364  DESIGNATION -  7 STR
 NX0364  PID         -  NX0364
 NX0364  STATE/COUNTY-  OR/MALHEUR
 NX0364  USGS QUAD   -  GRASSY RIDGE WELL (1981)
 NX0364
 NX0364                         *CURRENT SURVEY CONTROL
 NX0364  ___________________________________________________________________
 NX0364* NAD 83(1986)-  42 43 36.     (N)    118 01 49.     (W)     SCALED    
 NX0364* NAVD 88     -      1243.193  (meters)    4078.71   (feet)  ADJUSTED  
 NX0364  ___________________________________________________________________
 NX0364  GEOID HEIGHT-         -18.49  (meters)                     GEOID03
 NX0364  DYNAMIC HT  -        1242.497 (meters)    4076.43  (feet)  COMP
 NX0364  MODELED GRAV-     980,018.2   (mgal)                       NAVD 88
 NX0364
 NX0364  VERT ORDER  -  SECOND    CLASS 0
 NX0364
 NX0364.The horizontal coordinates were scaled from a topographic map and have
 NX0364.an estimated accuracy of +/- 6 seconds.
 NX0364
 NX0364.The orthometric height was determined by differential leveling
 NX0364.and adjusted in August 1995.
 NX0364
 NX0364.The geoid height was determined by GEOID03.
 NX0364
 NX0364.The dynamic height is computed by dividing the NAVD 88
 NX0364.geopotential number by the normal gravity value computed on the
 NX0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0364.degrees latitude (g = 980.6199 gals.).
 NX0364
 NX0364.The modeled gravity was interpolated from observed gravity values.
 NX0364
 NX0364;                    North         East    Units  Estimated Accuracy
 NX0364;SPC OR S     -   120,730.    1,702,230.      MT  (+/- 180 meters Scaled)
 NX0364
 NX0364                          SUPERSEDED SURVEY CONTROL
 NX0364
 NX0364.No superseded survey control is available for this station.
 NX0364
 NX0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH156309(NAD 83)
 NX0364_MARKER: DB = BENCH MARK DISK
 NX0364_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NX0364+WITH SETTING: INFORMATION.
 NX0364_SP_SET: SHALLOW-SET METAL ROD
 NX0364_STAMPING: 7 STR 1975 4075
 NX0364_MARK LOGO: USGS  
 NX0364_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NX0364
 NX0364  HISTORY     - Date     Condition        Report By
 NX0364  HISTORY     - 1975     MONUMENTED       USGS
 NX0364
 NX0364                          STATION DESCRIPTION
 NX0364
 NX0364'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 NX0364'27.4 KM (17.00 MI) WSW FROM BURNS JUNCTION.
 NX0364'BURNS JCT, 6.5 MI S OF, ALONG US HWY 95, THENCE 1.3 MI SW ALONG
 NX0364'GRADED RD TO GATE, THENCE 1.95 MI N AND W ALONG TRACK RD TO Y-RD,
 NX0364'THENCE 5.3 MI W TO Y-RD, THENCE 2.0 MI W. 26 FT N OF CENTERLINE OF
 NX0364'RD, SET ON COPPER-COATED STEEL ROD OF UNRECORDED DEPTH, PROJECTING
 NX0364'0.3 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1257 ***********************************************************************
 NZ1257  DESIGNATION -  7043=GRAYBACK
 NZ1257  PID         -  NZ1257
 NZ1257  STATE/COUNTY-  OR/JOSEPHINE
 NZ1257  USGS QUAD   -  GRAYBACK MOUNTAIN (1996)
 NZ1257
 NZ1257                         *CURRENT SURVEY CONTROL
 NZ1257  ___________________________________________________________________
 NZ1257* NAD 83(1991)-  42 06 35.33355(N)    123 18 44.69765(W)     ADJUSTED  
 NZ1257* NAVD 88     -      2151.6    (meters)    7059.     (feet)  VERTCON   
 NZ1257  ___________________________________________________________________
 NZ1257  LAPLACE CORR-           3.36  (seconds)                    DEFLEC99
 NZ1257  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 NZ1257  HORZ ORDER  -  SECOND
 NZ1257
 NZ1257.The horizontal coordinates were established by classical geodetic methods
 NZ1257.and adjusted by the National Geodetic Survey in October 1991.
 NZ1257
 NZ1257.The NAVD 88 height was computed by applying the VERTCON shift value to
 NZ1257.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NZ1257
 NZ1257.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ1257
 NZ1257.The geoid height was determined by GEOID03.
 NZ1257
 NZ1257;                    North         East     Units Scale Factor Converg.
 NZ1257;SPC OR S     -    53,133.692 1,267,419.138   MT  1.00006376   -1 55 26.8
 NZ1257;SPC OR S     -   174,323.14  4,158,199.27   iFT  1.00006376   -1 55 26.8
 NZ1257;SPC CA 1     -   809,135.413 1,891,441.043   MT  1.00014282   -0 51 29.4
 NZ1257;SPC CA 1     - 2,654,638.43  6,205,502.82   sFT  1.00014282   -0 51 29.4
 NZ1257;UTM  10      - 4,662,016.181   474,170.969   MT  0.99960821   -0 12 34.2
 NZ1257
 NZ1257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NZ1257!SPC OR S     -   0.99966639  x   1.00006376  =   0.99973013
 NZ1257!SPC CA 1     -   0.99966639  x   1.00014282  =   0.99980916
 NZ1257!UTM  10      -   0.99966639  x   0.99960821  =   0.99927473
 NZ1257
 NZ1257|---------------------------------------------------------------------|
 NZ1257| PID    Reference Object                     Distance      Geod. Az  |
 NZ1257|                                                           dddmmss.s |
 NZ1257| CD8595 GRAYBACK RM 1                         5.007 METERS 09456     |
 NZ1257| CD8594 GRAYBACK AZ MK                                     1223733.7 |
 NZ1257| NZ1260 STEVE PK LOOKOUT HOUSE              APPROX. 6.3 KM 1325714.0 |
 NZ1257| CD8596 GRAYBACK RM 2                         7.441 METERS 17050     |
 NZ1257| NZ1209 SEXTON MOUNTAIN BEACON 36           APPROX.54.6 KM 3552539.5 |
 NZ1257|---------------------------------------------------------------------|
 NZ1257
 NZ1257                          SUPERSEDED SURVEY CONTROL
 NZ1257
 NZ1257  NAD 83(1986)-  42 06 35.32663(N)    123 18 44.70276(W) AD(       ) 2
 NZ1257  NAD 27      -  42 06 35.89210(N)    123 18 40.50010(W) AD(       ) 2
 NZ1257  NGVD 29 (07/19/86) 2150.5    (m)         7055.     (f) VERT ANG    3  
 NZ1257
 NZ1257.Superseded values are not recommended for survey control.
 NZ1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1257.See file dsdata.txt to determine how the superseded data were derived.
 NZ1257
 NZ1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM7417162016(NAD 83)
 NZ1257_MARKER: Z = SEE DESCRIPTION
 NZ1257_SETTING: 0 = UNSPECIFIED SETTING
 NZ1257
 NZ1257  HISTORY     - Date     Condition        Report By
 NZ1257  HISTORY     - 1952     MONUMENTED       USGS
 NZ1257
 NZ1257                          STATION DESCRIPTION
 NZ1257
 NZ1257'DESCRIBED BY US GEOLOGICAL SURVEY 1952 (WRH)
 NZ1257'THE STATION IS LOCATED ON THE TOP AND HIGHEST POINT OF GRAYBACK
 NZ1257'MOUNTAIN, A PROMINENT MOUNTAIN AND THE HIGHEST POINT IN THE
 NZ1257'VICINITY, ABOUT 17 MILES AIRLINE EAST-SOUTHEAST OF CAVE JUNCTION,
 NZ1257'ABOUT 12 MILES AIRLINE SOUTHWEST OF APPLEGATE, AND ABOUT 23 MILES
 NZ1257'AIRLINE SOUTH OF GRANTS PASS.
 NZ1257'
 NZ1257'TO REACH THE STATION FROM THE POST OFFICE IN APPLEGATE GO SOUTH ON
 NZ1257'STATE HIGHWAY 238 FOR 0.2 MILE TO A FORK AT THE SOUTH END OF A
 NZ1257'BRIDGE.  TURN LEFT ON A GRAVELED ROAD AS PER SIGN, THOMPSON CR. AND
 NZ1257'GO 7.3 MILES TO A CROSS ROAD.  KEEP STRAIGHT AHEAD AS PER SIGN,
 NZ1257'STEAMBOAT 9-1/4 AND GO 2.3 MILES TO A FORK.  KEEP STRAIGHT AHEAD,
 NZ1257'LEFT, AND GO 2.5 MILES TO A FORK IN A SADDLE.  KEEP STRAIGHT
 NZ1257'AHEAD, RIGHT, AS PER SIGN, O BRIEN CR. RD. AND GO 0.3 MILE TO A
 NZ1257'FORK.  KEEP STRAIGHT AHEAD, LEFT, AND GO 1.5 MILES TO A FORK.  KEEP
 NZ1257'STRAIGHT AHEAD, LEFT, AND GO 1.4 MILES TO A CULVERT AT A GRADED
 NZ1257'WIDE AREA IN THE ROAD.  PACK SOUTH ALONG THE ROAD ABOUT 100 YARDS
 NZ1257'TO SOME FALLEN TIMBER, THEN GO SOUTHWEST ABOUT 75 YARDS TO A GOOD
 NZ1257'TRAIL.  PACK WEST ALONG THE TRAIL ABOUT 2 HOURS TO TWO CABINS
 NZ1257'IN A LARGE CLEARING.  PACK SOUTHWEST ABOUT 1/2 HOUR TO A
 NZ1257'ROCKY OUTCROPPING, A CAIRN, AND THE AZIMUTH MARK ON THE CREST
 NZ1257'OF A RIDGE.  PACK NORTHWEST ABOUT 1/2 HOUR UP THE RIDGE TO
 NZ1257'THE HIGHEST POINT AND THE STATION.
 NZ1257'
 NZ1257'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY DISK STAMPED, 7043
 NZ1257'CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS FLUSH WITH THE
 NZ1257'SURROUNDING ROCKS.
 NZ1257'
 NZ1257'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED, GRAYBACK USGS
 NZ1257'NO 1 1952 CEMENTED IN A DRILL HOLE IN A LARGE BOULDER THAT PROJECTS
 NZ1257'2 FEET ABOVE THE SURROUNDING ROCKS AND IS 3 FEET LOWER THAN THE
 NZ1257'STATION.
 NZ1257'
 NZ1257'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED, GRAYBACK USGS
 NZ1257'NO 2 1952 CEMENTED IN A DRILL HOLE IN A LARGE BOULDER THAT PROJECTS
 NZ1257'4 FEET ABOVE THE SURROUNDING ROCKS AND IS 3 FEET LOWER THAN THE
 NZ1257'STATION.
 NZ1257'
 NZ1257'THE AZIMUTH MARK IS A STANDARD DISK STAMPED, GRAYBACK USGS 1952
 NZ1257'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS 6
 NZ1257'INCHES ABOVE THE GROUND.  IT IS 6 FEET NORTHEAST OF A 3-FOOT CAIRN
 NZ1257'WITH A 6-FOOT POLE IN ITS CENTER AND 40 FEET NORTHEAST OF AND
 NZ1257'ABOUT 5 FEET LOWER THAN THE CREST OF A RIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0419 ***********************************************************************
 NZ0419  DESIGNATION -  705=K 9
 NZ0419  PID         -  NZ0419
 NZ0419  STATE/COUNTY-  OR/DOUGLAS
 NZ0419  USGS QUAD   -  CANYONVILLE (1986)
 NZ0419
 NZ0419                         *CURRENT SURVEY CONTROL
 NZ0419  ___________________________________________________________________
 NZ0419* NAD 83(1986)-  42 57 00.     (N)    123 22 00.     (W)     SCALED    
 NZ0419* NAVD 88     -       216.433  (meters)     710.08   (feet)  ADJUSTED  
 NZ0419  ___________________________________________________________________
 NZ0419  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 NZ0419  DYNAMIC HT  -         216.372 (meters)     709.88  (feet)  COMP
 NZ0419  MODELED GRAV-     980,337.3   (mgal)                       NAVD 88
 NZ0419
 NZ0419  VERT ORDER  -  FIRST     CLASS II
 NZ0419
 NZ0419.The horizontal coordinates were scaled from a topographic map and have
 NZ0419.an estimated accuracy of +/- 6 seconds.
 NZ0419
 NZ0419.The orthometric height was determined by differential leveling
 NZ0419.and adjusted in June 1991.
 NZ0419
 NZ0419.The geoid height was determined by GEOID03.
 NZ0419
 NZ0419.The dynamic height is computed by dividing the NAVD 88
 NZ0419.geopotential number by the normal gravity value computed on the
 NZ0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0419.degrees latitude (g = 980.6199 gals.).
 NZ0419
 NZ0419.The modeled gravity was interpolated from observed gravity values.
 NZ0419
 NZ0419;                    North         East    Units  Estimated Accuracy
 NZ0419;SPC OR S     -   146,560.    1,266,130.      MT  (+/- 180 meters Scaled)
 NZ0419
 NZ0419                          SUPERSEDED SURVEY CONTROL
 NZ0419
 NZ0419  NGVD 29 (??/??/92)  215.397  (m)          706.68   (f) ADJ UNCH    1 2
 NZ0419
 NZ0419.Superseded values are not recommended for survey control.
 NZ0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0419.See file dsdata.txt to determine how the superseded data were derived.
 NZ0419
 NZ0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN700553(NAD 83)
 NZ0419_MARKER: P = PIPE CAP
 NZ0419_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NZ0419_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NZ0419_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0419
 NZ0419  HISTORY     - Date     Condition        Report By
 NZ0419  HISTORY     - UNK      MONUMENTED       USGS
 NZ0419  HISTORY     - 1968     MARK NOT FOUND   NGS
 NZ0419  HISTORY     - 1987     MARK NOT FOUND   NGS
 NZ0419
 NZ0419                          STATION DESCRIPTION
 NZ0419
 NZ0419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 NZ0419'IN RIDDLE.
 NZ0419'IN RIDDLE, IN FRONT OF THE OLD HOTEL RIDDLE, ABOUT 225 FEET SOUTHEAST
 NZ0419'OF THE SOUTHEAST CORNER OF THE SOUTHERN PACIFIC CO. RAILROAD STATION,
 NZ0419'200 FEET SOUTH OF THE CENTER OF MAIN STREET, 38.3 FEET WEST OF THE
 NZ0419'SOUTHWEST CORNER OF THE LODGE HALL, A BRONZE CAP RIVETED ON TOP OF A 3
 NZ0419'1/2-INCH IRON PIPE ENCASED IN CONCRETE AND PROJECTING 0.3 FOOT ABOVE
 NZ0419'THE GROUND.
 NZ0419
 NZ0419                          STATION RECOVERY (1987)
 NZ0419
 NZ0419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 NZ0419'THE REFERENCE MEASUREMENTS PUT THIS MARK ABOUT 3 FEET INTO A PAVED
 NZ0419'STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0292 ***********************************************************************
 PB0292  DESIGNATION -  71
 PB0292  PID         -  PB0292
 PB0292  STATE/COUNTY-  OR/LAKE
 PB0292  USGS QUAD   -  MC CARTY BUTTE (1982)
 PB0292
 PB0292                         *CURRENT SURVEY CONTROL
 PB0292  ___________________________________________________________________
 PB0292* NAD 83(1986)-  43 21 46.     (N)    121 12 28.     (W)     SCALED    
 PB0292* NAVD 88     -      1419.651  (meters)    4657.64   (feet)  ADJUSTED  
 PB0292  ___________________________________________________________________
 PB0292  GEOID HEIGHT-         -20.82  (meters)                     GEOID03
 PB0292  DYNAMIC HT  -        1418.889 (meters)    4655.14  (feet)  COMP
 PB0292  MODELED GRAV-     980,033.8   (mgal)                       NAVD 88
 PB0292
 PB0292  VERT ORDER  -  SECOND    CLASS 0
 PB0292
 PB0292.The horizontal coordinates were scaled from a topographic map and have
 PB0292.an estimated accuracy of +/- 6 seconds.
 PB0292
 PB0292.The orthometric height was determined by differential leveling
 PB0292.and adjusted in June 1991.
 PB0292
 PB0292.The geoid height was determined by GEOID03.
 PB0292
 PB0292.The dynamic height is computed by dividing the NAVD 88
 PB0292.geopotential number by the normal gravity value computed on the
 PB0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0292.degrees latitude (g = 980.6199 gals.).
 PB0292
 PB0292.The modeled gravity was interpolated from observed gravity values.
 PB0292
 PB0292;                    North         East    Units  Estimated Accuracy
 PB0292;SPC OR S     -   188,650.    1,442,630.      MT  (+/- 180 meters Scaled)
 PB0292
 PB0292                          SUPERSEDED SURVEY CONTROL
 PB0292
 PB0292  NGVD 29 (??/??/92) 1418.382  (m)         4653.47   (f) ADJ UNCH    2 0
 PB0292
 PB0292.Superseded values are not recommended for survey control.
 PB0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0292.See file dsdata.txt to determine how the superseded data were derived.
 PB0292
 PB0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP452026(NAD 83)
 PB0292_MARKER: DD = SURVEY DISK
 PB0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0292_STAMPING: 4653 71 1930
 PB0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0292+STABILITY: SURFACE MOTION
 PB0292
 PB0292  HISTORY     - Date     Condition        Report By
 PB0292  HISTORY     - 1930     MONUMENTED       BPR
 PB0292  HISTORY     - 1931     GOOD             NGS
 PB0292  HISTORY     - 1978     GOOD             USPSQD
 PB0292  HISTORY     - 1978     GOOD             USGS
 PB0292  HISTORY     - 19860916 MARK NOT FOUND   USPSQD
 PB0292
 PB0292                          STATION DESCRIPTION
 PB0292
 PB0292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 PB0292'20.5 MI NW FROM SILVER LAKE.
 PB0292'ABOUT 20.5 MILES NORTHWEST ALONG THE FREMONT HIGHWAY (OREGON 31) FROM
 PB0292'SILVER LAKE, LAKE COUNTY, ABOUT 126 FEET WEST OF SURVEY STATION 6190,
 PB0292'AND 30 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY.  A UNITED
 PB0292'STATES BUREAU OF PUBLIC ROADS STANDARD DISK, STAMPED 4653 71 1930 AND
 PB0292'SET IN THE TOP OF A CONCRETE POST.
 PB0292
 PB0292                          STATION RECOVERY (1978)
 PB0292
 PB0292'RECOVERY NOTE BY US POWER SQUADRON 1978 (WRB)
 PB0292'RECOVERED IN GOOD CONDITION.
 PB0292
 PB0292                          STATION RECOVERY (1978)
 PB0292
 PB0292'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 PB0292'ABOUT 20.2 MILES NORTH OF SILVER LAKE ON OREGON HIGHWAY 31 (27.5
 PB0292'MILES SOUTH EAST OF THE JUNCTION OF OREGON HIGHWAY 31 AND U. S. 99).
 PB0292'0.6 MILES SOUTH EAST OF A HIGHWAY REST AREA. 35 FEET SOUTHWEST OF THE
 PB0292'HIGHWAY CENTERLINE. STANDARD TABLET SET IN THE TOP OF A CONCRETE
 PB0292'POST.
 PB0292
 PB0292                          STATION RECOVERY (1986)
 PB0292
 PB0292'RECOVERY NOTE BY US POWER SQUADRON 1986 (RCC)
 PB0292'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1232 ***********************************************************************
 QE1232  DESIGNATION -  71
 QE1232  PID         -  QE1232
 QE1232  STATE/COUNTY-  OR/LANE
 QE1232  USGS QUAD   -  HECETA HEAD (1984)
 QE1232
 QE1232                         *CURRENT SURVEY CONTROL
 QE1232  ___________________________________________________________________
 QE1232* NAD 83(1986)-  44 08 04.     (N)    124 07 17.     (W)     SCALED    
 QE1232* NAVD 88     -        31.633  (meters)     103.78   (feet)  ADJUSTED  
 QE1232  ___________________________________________________________________
 QE1232  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 QE1232  DYNAMIC HT  -          31.631 (meters)     103.78  (feet)  COMP
 QE1232  MODELED GRAV-     980,552.4   (mgal)                       NAVD 88
 QE1232
 QE1232  VERT ORDER  -  FIRST     CLASS II
 QE1232
 QE1232.The horizontal coordinates were scaled from a topographic map and have
 QE1232.an estimated accuracy of +/- 6 seconds.
 QE1232
 QE1232.The orthometric height was determined by differential leveling
 QE1232.and adjusted in June 1991.
 QE1232
 QE1232.The geoid height was determined by GEOID03.
 QE1232
 QE1232.The dynamic height is computed by dividing the NAVD 88
 QE1232.geopotential number by the normal gravity value computed on the
 QE1232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1232.degrees latitude (g = 980.6199 gals.).
 QE1232
 QE1232.The modeled gravity was interpolated from observed gravity values.
 QE1232
 QE1232;                    North         East    Units  Estimated Accuracy
 QE1232;SPC OR S     -   280,410.    1,210,280.      MT  (+/- 180 meters Scaled)
 QE1232
 QE1232                          SUPERSEDED SURVEY CONTROL
 QE1232
 QE1232  NGVD 29 (??/??/92)   30.584  (m)          100.34   (f) ADJ UNCH    1 2
 QE1232
 QE1232.Superseded values are not recommended for survey control.
 QE1232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1232.See file dsdata.txt to determine how the superseded data were derived.
 QE1232
 QE1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP102874(NAD 83)
 QE1232_MARKER: DD = SURVEY DISK
 QE1232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE1232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE1232_STAMPING: 71 1932
 QE1232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE1232+STABILITY: SURFACE MOTION
 QE1232
 QE1232  HISTORY     - Date     Condition        Report By
 QE1232  HISTORY     - 1932     MONUMENTED       BPR
 QE1232  HISTORY     - 1941     GOOD             NGS
 QE1232  HISTORY     - 1988     MARK NOT FOUND   NGS
 QE1232
 QE1232                          STATION DESCRIPTION
 QE1232
 QE1232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QE1232'IN HECETA HEAD.
 QE1232'ALONG U.S. HIGHWAY 101, AT HECETA HEAD, 300 FEET NORTH OF THE VIADUCT
 QE1232'OVER CAPE CREEK, 38 FEET WEST OF THE CENTER OF THE ROAD.  SET IN
 QE1232'CONCRETE POST.  A 4X4 WITNESS POST WAS SET NEAR MARK.
 QE1232
 QE1232                          STATION RECOVERY (1988)
 QE1232
 QE1232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QE1232'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0012 ***********************************************************************
 NZ0012  DESIGNATION -  7100
 NZ0012  PID         -  NZ0012
 NZ0012  STATE/COUNTY-  OR/KLAMATH
 NZ0012  USGS QUAD   -  CRATER LAKE WEST (1985)
 NZ0012
 NZ0012                         *CURRENT SURVEY CONTROL
 NZ0012  ___________________________________________________________________
 NZ0012* NAD 83(1986)-  42 54 34.     (N)    122 08 25.     (W)     SCALED    
 NZ0012* NAVD 88     -      2165.64   (+/-2cm)    7105.1    (feet)  VERTCON   
 NZ0012  ___________________________________________________________________
 NZ0012  GEOID HEIGHT-         -21.69  (meters)                     GEOID03
 NZ0012  VERT ORDER  -  ? (See Below)
 NZ0012
 NZ0012.The horizontal coordinates were scaled from a topographic map and have
 NZ0012.an estimated accuracy of +/- 6 seconds.
 NZ0012
 NZ0012.The NAVD 88 height was computed by applying the VERTCON shift value to
 NZ0012.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NZ0012.The vertical order pertains to the NGVD 29 superseded value.
 NZ0012
 NZ0012.The geoid height was determined by GEOID03.
 NZ0012
 NZ0012;                    North         East    Units  Estimated Accuracy
 NZ0012;SPC OR S     -   139,360.    1,366,080.      MT  (+/- 180 meters Scaled)
 NZ0012
 NZ0012                          SUPERSEDED SURVEY CONTROL
 NZ0012
 NZ0012  NGVD 29 (??/??/92) 2164.193  (m)         7100.36   (f) ADJ UNCH    ?  
 NZ0012
 NZ0012.Superseded values are not recommended for survey control.
 NZ0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0012.See file dsdata.txt to determine how the superseded data were derived.
 NZ0012
 NZ0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN701511(NAD 83)
 NZ0012_MARKER: Q = CHISELED SQUARE
 NZ0012_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NZ0012_SP_SET: WALL
 NZ0012_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0012
 NZ0012  HISTORY     - Date     Condition        Report By
 NZ0012  HISTORY     - UNK      MONUMENTED       ORGS
 NZ0012  HISTORY     - 1908     GOOD             USGS
 NZ0012  HISTORY     - 1937     GOOD             NGS
 NZ0012  HISTORY     - 20070822 MARK NOT FOUND   NGS
 NZ0012
 NZ0012                          STATION DESCRIPTION
 NZ0012
 NZ0012'DESCRIBED BY US GEOLOGICAL SURVEY 1908
 NZ0012'3.2 MI N FROM GOVERNMENT CAMP.
 NZ0012'3.2 MILES NORTH ALONG THE CRATER LAKE LODGE ROAD FROM THE
 NZ0012'ADMINISTRATION BUILDING AT GOVERNMENT CAMP, KLAMATH COUNTY, AT CRATER
 NZ0012'LAKE LODGE, AT THE STEPS LEADING TO THE CELLAR, AND AT THE WEST END OF
 NZ0012'THE NORTH AREAWAY WALL.  A CHISELED SQUARE.
 NZ0012
 NZ0012                          STATION RECOVERY (1937)
 NZ0012
 NZ0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1937
 NZ0012'RECOVERED IN GOOD CONDITION.
 NZ0012
 NZ0012                          STATION RECOVERY (2007)
 NZ0012
 NZ0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2007 (DW)
 NZ0012'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0011 ***********************************************************************
 NZ0011  DESIGNATION -  7105
 NZ0011  PID         -  NZ0011
 NZ0011  STATE/COUNTY-  OR/KLAMATH
 NZ0011  USGS QUAD   -  CRATER LAKE WEST (1985)
 NZ0011
 NZ0011                         *CURRENT SURVEY CONTROL
 NZ0011  ___________________________________________________________________
 NZ0011* NAD 83(1986)-  42 54 34.     (N)    122 08 26.     (W)     SCALED    
 NZ0011* NAVD 88     -      2167.20   (+/-2cm)    7110.2    (feet)  VERTCON   
 NZ0011  ___________________________________________________________________
 NZ0011  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 NZ0011  VERT ORDER  -  ? (See Below)
 NZ0011
 NZ0011.The horizontal coordinates were scaled from a topographic map and have
 NZ0011.an estimated accuracy of +/- 6 seconds.
 NZ0011
 NZ0011.The NAVD 88 height was computed by applying the VERTCON shift value to
 NZ0011.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NZ0011.The vertical order pertains to the NGVD 29 superseded value.
 NZ0011
 NZ0011.The geoid height was determined by GEOID03.
 NZ0011
 NZ0011;                    North         East    Units  Estimated Accuracy
 NZ0011;SPC OR S     -   139,360.    1,366,050.      MT  (+/- 180 meters Scaled)
 NZ0011
 NZ0011                          SUPERSEDED SURVEY CONTROL
 NZ0011
 NZ0011  NGVD 29 (??/??/92) 2165.758  (m)         7105.49   (f) ADJ UNCH    ?  
 NZ0011
 NZ0011.Superseded values are not recommended for survey control.
 NZ0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0011.See file dsdata.txt to determine how the superseded data were derived.
 NZ0011
 NZ0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN701511(NAD 83)
 NZ0011_MARKER: DD = SURVEY DISK
 NZ0011_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NZ0011_SP_SET: STEP
 NZ0011_STAMPING: 7105 1927
 NZ0011_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0011
 NZ0011  HISTORY     - Date     Condition        Report By
 NZ0011  HISTORY     - 1927     MONUMENTED       USGS
 NZ0011  HISTORY     - 1937     GOOD             NGS
 NZ0011  HISTORY     - 20070822 MARK NOT FOUND   NGS
 NZ0011
 NZ0011                          STATION DESCRIPTION
 NZ0011
 NZ0011'DESCRIBED BY US GEOLOGICAL SURVEY 1927
 NZ0011'3.2 MI N FROM GOVERNMENT CAMP.
 NZ0011'3.2 MILES NORTH ALONG THE CRATER LAKE LODGE ROAD FROM THE
 NZ0011'ADMINISTRATION BUILDING AT GOVERNMENT CAMP, KLAMATH COUNTY, AT CRATER
 NZ0011'LAKE LODGE, AT THE NORTH ENTRANCE OVER-LOOKING CRATER LAKE, AND AT THE
 NZ0011'WEST END OF THE TOP CONCRETE STEP.  A UNITED STATES GEOLOGICAL SURVEY
 NZ0011'STANDARD DISK, STAMPED 7105 1927.
 NZ0011
 NZ0011                          STATION RECOVERY (1937)
 NZ0011
 NZ0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1937
 NZ0011'RECOVERED IN GOOD CONDITION.
 NZ0011
 NZ0011                          STATION RECOVERY (2007)
 NZ0011
 NZ0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2007 (DW)
 NZ0011'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0537 ***********************************************************************
 RC0537  DESIGNATION -  716
 RC0537  PID         -  RC0537
 RC0537  STATE/COUNTY-  OR/GILLIAM
 RC0537  USGS QUAD   -  INDIAN COVE (1970)
 RC0537
 RC0537                         *CURRENT SURVEY CONTROL
 RC0537  ___________________________________________________________________
 RC0537* NAD 83(1986)-  45 20 52.     (N)    120 32 26.     (W)     SCALED    
 RC0537* NAVD 88     -       219.065  (meters)     718.72   (feet)  ADJUSTED  
 RC0537  ___________________________________________________________________
 RC0537  GEOID HEIGHT-         -21.10  (meters)                     GEOID03
 RC0537  DYNAMIC HT  -         219.026 (meters)     718.59  (feet)  COMP
 RC0537  MODELED GRAV-     980,434.4   (mgal)                       NAVD 88
 RC0537
 RC0537  VERT ORDER  -  SECOND    CLASS 0
 RC0537
 RC0537.The horizontal coordinates were scaled from a topographic map and have
 RC0537.an estimated accuracy of +/- 6 seconds.
 RC0537
 RC0537.The orthometric height was determined by differential leveling
 RC0537.and adjusted in June 1991.
 RC0537
 RC0537.The geoid height was determined by GEOID03.
 RC0537
 RC0537.The dynamic height is computed by dividing the NAVD 88
 RC0537.geopotential number by the normal gravity value computed on the
 RC0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0537.degrees latitude (g = 980.6199 gals.).
 RC0537
 RC0537.The modeled gravity was interpolated from observed gravity values.
 RC0537
 RC0537;                    North         East    Units  Estimated Accuracy
 RC0537;SPC OR N     -   186,810.    2,496,820.      MT  (+/- 180 meters Scaled)
 RC0537
 RC0537                          SUPERSEDED SURVEY CONTROL
 RC0537
 RC0537  NGVD 29 (??/??/92)  218.018  (m)          715.28   (f) ADJ UNCH    2 0
 RC0537
 RC0537.Superseded values are not recommended for survey control.
 RC0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0537.See file dsdata.txt to determine how the superseded data were derived.
 RC0537
 RC0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR926245(NAD 83)
 RC0537_MARKER: DD = SURVEY DISK
 RC0537_SETTING: 80 = SET IN A BOULDER
 RC0537_SP_SET: BOULDER
 RC0537_STAMPING: 716
 RC0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0537+STABILITY: SURFACE MOTION
 RC0537
 RC0537  HISTORY     - Date     Condition        Report By
 RC0537  HISTORY     - UNK      MONUMENTED       BOR
 RC0537  HISTORY     - 1946     GOOD             NGS
 RC0537
 RC0537                          STATION DESCRIPTION
 RC0537
 RC0537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RC0537'53.2 MI N FROM CLARNO.
 RC0537'ABOUT 53.2 MILES NORTH ALONG THE JOHN DAY RIVER FROM THE POST OFFICE
 RC0537'AT CLARNO, SET IN THE TOP OF A LARGE 5X5 BOULDER LYING IN THE
 RC0537'APPROXIMATE CENTER OF A LARGE SAGEBRUSH FLAT, 40 FEET NORTHWEST OF A
 RC0537'SMALL JUNIPER TREE, 33 FEET WEST OF A LARGE ROCK SLIDE, 19 FEET EAST
 RC0537'OF THE EDGE OF THE RIVER, 4 FEET ABOVE THE IMMEDIATE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0321 ***********************************************************************
 RD0321  DESIGNATION -  72
 RD0321  PID         -  RD0321
 RD0321  STATE/COUNTY-  OR/WASHINGTON
 RD0321  USGS QUAD   -  SCHOLLS (1985)
 RD0321
 RD0321                         *CURRENT SURVEY CONTROL
 RD0321  ___________________________________________________________________
 RD0321* NAD 83(1986)-  45 29 57.     (N)    122 55 22.     (W)     SCALED    
 RD0321* NAVD 88     -        60.242  (meters)     197.64   (feet)  ADJUSTED  
 RD0321  ___________________________________________________________________
 RD0321  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 RD0321  DYNAMIC HT  -          60.240 (meters)     197.64  (feet)  COMP
 RD0321  MODELED GRAV-     980,588.7   (mgal)                       NAVD 88
 RD0321
 RD0321  VERT ORDER  -  SECOND    CLASS 0
 RD0321
 RD0321.The horizontal coordinates were scaled from a topographic map and have
 RD0321.an estimated accuracy of +/- 6 seconds.
 RD0321
 RD0321.The orthometric height was determined by differential leveling
 RD0321.and adjusted in June 1991.
 RD0321
 RD0321.The geoid height was determined by GEOID03.
 RD0321
 RD0321.The dynamic height is computed by dividing the NAVD 88
 RD0321.geopotential number by the normal gravity value computed on the
 RD0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0321.degrees latitude (g = 980.6199 gals.).
 RD0321
 RD0321.The modeled gravity was interpolated from observed gravity values.
 RD0321
 RD0321;                    North         East    Units  Estimated Accuracy
 RD0321;SPC OR N     -   206,470.    2,310,680.      MT  (+/- 180 meters Scaled)
 RD0321
 RD0321                          SUPERSEDED SURVEY CONTROL
 RD0321
 RD0321  NGVD 29 (??/??/92)   59.17   (m)          194.1    (f) COMPUTED    2 0
 RD0321
 RD0321.Superseded values are not recommended for survey control.
 RD0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0321.See file dsdata.txt to determine how the superseded data were derived.
 RD0321
 RD0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER060384(NAD 83)
 RD0321_MARKER: P = PIPE CAP
 RD0321_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RD0321_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RD0321_STAMPING: NO. 72 192 1913
 RD0321_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0321
 RD0321  HISTORY     - Date     Condition        Report By
 RD0321  HISTORY     - 1913     MONUMENTED       USGS
 RD0321  HISTORY     - 1934     GOOD             NGS
 RD0321  HISTORY     - 19941005 MARK NOT FOUND   USPSQD
 RD0321
 RD0321                          STATION DESCRIPTION
 RD0321
 RD0321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RD0321'IN WITCH HAZEL.
 RD0321'ALONG THE RIGHT OF WAY OF THE SOUTHERN PACIFIC R.R., 127 FEET S.E. OF
 RD0321'RAILROAD FLAG STATIO, 26 FEET SOUTH OF THE CENTERLINE OF TRACK, 13
 RD0321'FEET EAST OF GATE TO PRIVATE CROSSING.  NOTE-- THIS MARK MOVED AND
 RD0321'CONCRETED AND ELEVATION REDETERMINED.
 RD0321
 RD0321                          STATION RECOVERY (1994)
 RD0321
 RD0321'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD0321'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0465 ***********************************************************************
 NZ0465  DESIGNATION -  721 B
 NZ0465  PID         -  NZ0465
 NZ0465  STATE/COUNTY-  OR/DOUGLAS
 NZ0465  USGS QUAD   -  NICKEL MTN (1986)
 NZ0465
 NZ0465                         *CURRENT SURVEY CONTROL
 NZ0465  ___________________________________________________________________
 NZ0465* NAD 83(1986)-  42 55 33.     (N)    123 25 51.     (W)     SCALED    
 NZ0465* NAVD 88     -       221.309  (meters)     726.08   (feet)  ADJUSTED  
 NZ0465  ___________________________________________________________________
 NZ0465  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 NZ0465  DYNAMIC HT  -         221.246 (meters)     725.87  (feet)  COMP
 NZ0465  MODELED GRAV-     980,331.4   (mgal)                       NAVD 88
 NZ0465
 NZ0465  VERT ORDER  -  FIRST     CLASS II
 NZ0465
 NZ0465.The horizontal coordinates were scaled from a topographic map and have
 NZ0465.an estimated accuracy of +/- 6 seconds.
 NZ0465
 NZ0465.The orthometric height was determined by differential leveling
 NZ0465.and adjusted in June 1991.
 NZ0465
 NZ0465.The geoid height was determined by GEOID03.
 NZ0465
 NZ0465.The dynamic height is computed by dividing the NAVD 88
 NZ0465.geopotential number by the normal gravity value computed on the
 NZ0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0465.degrees latitude (g = 980.6199 gals.).
 NZ0465
 NZ0465.The modeled gravity was interpolated from observed gravity values.
 NZ0465
 NZ0465;                    North         East    Units  Estimated Accuracy
 NZ0465;SPC OR S     -   144,060.    1,260,800.      MT  (+/- 180 meters Scaled)
 NZ0465
 NZ0465                          SUPERSEDED SURVEY CONTROL
 NZ0465
 NZ0465  NGVD 29 (??/??/92)  220.268  (m)          722.66   (f) ADJ UNCH    1 2
 NZ0465
 NZ0465.Superseded values are not recommended for survey control.
 NZ0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0465.See file dsdata.txt to determine how the superseded data were derived.
 NZ0465
 NZ0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN648526(NAD 83)
 NZ0465_MARKER: P = PIPE CAP
 NZ0465_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NZ0465_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NZ0465_STAMPING: 721 B 1903
 NZ0465_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0465
 NZ0465  HISTORY     - Date     Condition        Report By
 NZ0465  HISTORY     - 1903     MONUMENTED       USGS
 NZ0465  HISTORY     - 1954     GOOD             NGS
 NZ0465
 NZ0465                          STATION DESCRIPTION
 NZ0465
 NZ0465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NZ0465'3.8 MI SW FROM RIDDLE.
 NZ0465'3.8 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 NZ0465'THE STATION AT RIDDLE, NEAR THE EAST END OF CORNUTT SIDING, 32.6 FEET
 NZ0465'NORTHEAST OF THE NORTHEAST END OF 3- BY 2-FOOT WOODEN BOX CULVERT
 NZ0465'540.37, 79.9 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 24.9 FEET
 NZ0465'NORTH OF A FENCE, ABOUT LEVEL WITH THE TRACK, AND RIVETED ON TOP OF A
 NZ0465'3 1/2-INCH IRON PIPE ENCASED IN CONCRETE AND PROJECTING 1.0 FOOT ABOVE
 NZ0465'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1212 ***********************************************************************
 RC1212  DESIGNATION -  724.38
 RC1212  PID         -  RC1212
 RC1212  STATE/COUNTY-  OR/WASCO
 RC1212  USGS QUAD   -  SHERARS BRIDGE (1987)
 RC1212
 RC1212                         *CURRENT SURVEY CONTROL
 RC1212  ___________________________________________________________________
 RC1212* NAD 83(1986)-  45 15 38.     (N)    121 02 10.     (W)     SCALED    
 RC1212* NAVD 88     -       221.942  (meters)     728.15   (feet)  ADJUSTED  
 RC1212  ___________________________________________________________________
 RC1212  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 RC1212  DYNAMIC HT  -         221.920 (meters)     728.08  (feet)  COMP
 RC1212  MODELED GRAV-     980,510.3   (mgal)                       NAVD 88
 RC1212
 RC1212  VERT ORDER  -  SECOND    CLASS 0
 RC1212
 RC1212.The horizontal coordinates were scaled from a topographic map and have
 RC1212.an estimated accuracy of +/- 6 seconds.
 RC1212
 RC1212.The orthometric height was determined by differential leveling
 RC1212.and adjusted in June 1991.
 RC1212
 RC1212.The geoid height was determined by GEOID03.
 RC1212
 RC1212.The dynamic height is computed by dividing the NAVD 88
 RC1212.geopotential number by the normal gravity value computed on the
 RC1212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1212.degrees latitude (g = 980.6199 gals.).
 RC1212
 RC1212.The modeled gravity was interpolated from observed gravity values.
 RC1212
 RC1212;                    North         East    Units  Estimated Accuracy
 RC1212;SPC OR N     -   177,260.    2,457,930.      MT  (+/- 180 meters Scaled)
 RC1212
 RC1212                          SUPERSEDED SURVEY CONTROL
 RC1212
 RC1212  NGVD 29 (??/??/92)  220.925  (m)          724.82   (f) ADJ UNCH    2 0
 RC1212
 RC1212.Superseded values are not recommended for survey control.
 RC1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1212.See file dsdata.txt to determine how the superseded data were derived.
 RC1212
 RC1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR540137(NAD 83)
 RC1212_MARKER: N = NAIL
 RC1212_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RC1212_SP_SET: CULVERT
 RC1212_STAMPING: USGS BM WASH
 RC1212_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC1212
 RC1212  HISTORY     - Date     Condition        Report By
 RC1212  HISTORY     - UNK      MONUMENTED       USGS
 RC1212  HISTORY     - 1961     GOOD             NGS
 RC1212
 RC1212                          STATION DESCRIPTION
 RC1212
 RC1212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RC1212'IN SHERARS BRIDGE.
 RC1212'AT THE SOUTHEAST END OF THE SHERARS BRIDGE OVER DESCHUTES RIVER, 10
 RC1212'FEET SOUTHWEST OF THE CENTER LINE OF STATE HIGHWAY 216, SET IN TOP OF
 RC1212'THE SOUTHWEST CONCRETE RETAINING WALL, 2.5 FEET SOUTHEAST OF THE
 RC1212'SOUTHWEST END, ABOUT THE SAME ELEVATION AS THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA1099 ***********************************************************************
 RA1099  DESIGNATION -  7290 VA
 RA1099  PID         -  RA1099
 RA1099  STATE/COUNTY-  OR/UNION
 RA1099  USGS QUAD   -  CHINA CAP (1993)
 RA1099
 RA1099                         *CURRENT SURVEY CONTROL
 RA1099  ___________________________________________________________________
 RA1099* NAD 83(1991)-  45 14 16.45400(N)    117 35 14.96156(W)     ADJUSTED  
 RA1099* NAVD 88     -      2229.4    (meters)    7314.     (feet)  VERTCON   
 RA1099  ___________________________________________________________________
 RA1099  LAPLACE CORR-          10.42  (seconds)                    DEFLEC99
 RA1099  GEOID HEIGHT-         -16.11  (meters)                     GEOID03
 RA1099  HORZ ORDER  -  THIRD
 RA1099
 RA1099.The horizontal coordinates were established by classical geodetic methods
 RA1099.and adjusted by the National Geodetic Survey in October 1991.
 RA1099
 RA1099.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1099.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1099
 RA1099.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1099
 RA1099.The geoid height was determined by GEOID03.
 RA1099
 RA1099;                    North         East     Units Scale Factor Converg.
 RA1099;SPC OR N     -   178,719.355 2,728,616.472   MT  0.99989531   +2 03 55.8
 RA1099;SPC OR N     -   586,349.59  8,952,153.78   iFT  0.99989531   +2 03 55.8
 RA1099;UTM  11      - 5,009,546.917   453,888.876   MT  0.99962614   -0 25 01.7
 RA1099
 RA1099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1099!SPC OR N     -   0.99965312  x   0.99989531  =   0.99954847
 RA1099!UTM  11      -   0.99965312  x   0.99962614  =   0.99927939
 RA1099
 RA1099:                Primary Azimuth Mark                     Grid Az
 RA1099:SPC OR N     -  LACKEYS                                  355 57 03.1
 RA1099:UTM  11      -  LACKEYS                                  358 26 00.6
 RA1099
 RA1099|---------------------------------------------------------------------|
 RA1099| PID    Reference Object                     Distance      Geod. Az  |
 RA1099|                                                           dddmmss.s |
 RA1099| RA1093 LACKEYS                             APPROX. 2.1 KM 3580058.9 |
 RA1099|---------------------------------------------------------------------|
 RA1099
 RA1099                          SUPERSEDED SURVEY CONTROL
 RA1099
 RA1099  NAD 83(1986)-  45 14 16.44162(N)    117 35 14.97051(W) AD(       ) 3
 RA1099  NGVD 29 (12/08/88) 2228.0    (m)         7310.     (f) VERT ANG    3  
 RA1099
 RA1099.Superseded values are not recommended for survey control.
 RA1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1099.See file dsdata.txt to determine how the superseded data were derived.
 RA1099
 RA1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML5388909547(NAD 83)
 RA1099_MARKER: DB = BENCH MARK DISK
 RA1099_SETTING: 80 = SET IN A BOULDER
 RA1099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA1099+STABILITY: SURFACE MOTION
 RA1099
 RA1099  HISTORY     - Date     Condition        Report By
 RA1099  HISTORY     - 1964     MONUMENTED       USGS
 RA1099
 RA1099                          STATION DESCRIPTION
 RA1099
 RA1099'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 RA1099'LOCATED ABOUT 14 MI E. OF UNION, 2 MI NE. OF CATHERINE CREEK
 RA1099'MEADOW.  ON RIDGE DIVIDING MINAM RIVER AND NORTH FORK CATHERINE
 RA1099'CREEK, AT HEAD OF LITTLE POT CREEK.
 RA1099'
 RA1099'REACHED BY HELICOPTER.
 RA1099'
 RA1099'STATION MARK--VA BM TABLET STAMPED---VA 7290---, CEMENTED IN ROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0599 ***********************************************************************
 RB0599  DESIGNATION -  732
 RB0599  PID         -  RB0599
 RB0599  STATE/COUNTY-  OR/UMATILLA
 RB0599  USGS QUAD   -  NOLIN (1968)
 RB0599
 RB0599                         *CURRENT SURVEY CONTROL
 RB0599  ___________________________________________________________________
 RB0599* NAD 83(1986)-  45 40 57.     (N)    119 05 55.     (W)     SCALED    
 RB0599* NAVD 88     -       224.694  (meters)     737.18   (feet)  ADJUSTED  
 RB0599  ___________________________________________________________________
 RB0599  GEOID HEIGHT-         -21.31  (meters)                     GEOID03
 RB0599  DYNAMIC HT  -         224.679 (meters)     737.13  (feet)  COMP
 RB0599  MODELED GRAV-     980,544.6   (mgal)                       NAVD 88
 RB0599
 RB0599  VERT ORDER  -  SECOND    CLASS 0
 RB0599
 RB0599.The horizontal coordinates were scaled from a topographic map and have
 RB0599.an estimated accuracy of +/- 6 seconds.
 RB0599
 RB0599.The orthometric height was determined by differential leveling
 RB0599.and adjusted in June 1991.
 RB0599
 RB0599.The geoid height was determined by GEOID03.
 RB0599
 RB0599.The dynamic height is computed by dividing the NAVD 88
 RB0599.geopotential number by the normal gravity value computed on the
 RB0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0599.degrees latitude (g = 980.6199 gals.).
 RB0599
 RB0599.The modeled gravity was interpolated from observed gravity values.
 RB0599
 RB0599;                    North         East    Units  Estimated Accuracy
 RB0599;SPC OR N     -   224,950.    2,609,160.      MT  (+/- 180 meters Scaled)
 RB0599
 RB0599                          SUPERSEDED SURVEY CONTROL
 RB0599
 RB0599  NGVD 29 (??/??/92)  223.682  (m)          733.86   (f) ADJ UNCH    2 0
 RB0599
 RB0599.Superseded values are not recommended for survey control.
 RB0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0599.See file dsdata.txt to determine how the superseded data were derived.
 RB0599
 RB0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL365609(NAD 83)
 RB0599_MARKER: P = PIPE CAP
 RB0599_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RB0599_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RB0599_STAMPING: 732 A 1899
 RB0599_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RB0599
 RB0599  HISTORY     - Date     Condition        Report By
 RB0599  HISTORY     - 1899     MONUMENTED       USGS
 RB0599  HISTORY     - 1951     GOOD             NGS
 RB0599
 RB0599                          STATION DESCRIPTION
 RB0599
 RB0599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 RB0599'IN NOLIN.
 RB0599'AT NOLIN, UMATILLA COUNTY, ON THE UNION PACIFIC RAILROAD, 105 FEET
 RB0599'NORTHEAST OF THE EAST END OF THE STATION, 58.5 FEET NORTH OF THE
 RB0599'CENTERLINE OF THE MAIN TRACK, 18 FEET EAST OF THE CENTERLINE OF A
 RB0599'GRAVEL ROAD LEADING NORTH TO THE OREGON TRAIL (U.S. 30), AND 5.8 FEET
 RB0599'WEST OF A SOUTHWEST FENCE CORNER.  A UNITED STATES GEOLOGICAL SURVEY
 RB0599'STANDARD CAP, STAMPED 732 A 1899 AND RIVETED ON THE TOP OF A 3-1/2
 RB0599'INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0293 ***********************************************************************
 PB0293  DESIGNATION -  74
 PB0293  PID         -  PB0293
 PB0293  STATE/COUNTY-  OR/LAKE
 PB0293  USGS QUAD   -  MC CARTY BUTTE (1982)
 PB0293
 PB0293                         *CURRENT SURVEY CONTROL
 PB0293  ___________________________________________________________________
 PB0293* NAD 83(1986)-  43 21 41.     (N)    121 12 10.     (W)     SCALED    
 PB0293* NAVD 88     -      1400.509  (meters)    4594.84   (feet)  ADJUSTED  
 PB0293  ___________________________________________________________________
 PB0293  GEOID HEIGHT-         -20.82  (meters)                     GEOID03
 PB0293  DYNAMIC HT  -        1399.765 (meters)    4592.40  (feet)  COMP
 PB0293  MODELED GRAV-     980,039.9   (mgal)                       NAVD 88
 PB0293
 PB0293  VERT ORDER  -  SECOND    CLASS 0
 PB0293
 PB0293.The horizontal coordinates were scaled from a topographic map and have
 PB0293.an estimated accuracy of +/- 6 seconds.
 PB0293
 PB0293.The orthometric height was determined by differential leveling
 PB0293.and adjusted in June 1991.
 PB0293
 PB0293.The geoid height was determined by GEOID03.
 PB0293
 PB0293.The dynamic height is computed by dividing the NAVD 88
 PB0293.geopotential number by the normal gravity value computed on the
 PB0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0293.degrees latitude (g = 980.6199 gals.).
 PB0293
 PB0293.The modeled gravity was interpolated from observed gravity values.
 PB0293
 PB0293;                    North         East    Units  Estimated Accuracy
 PB0293;SPC OR S     -   188,490.    1,443,040.      MT  (+/- 180 meters Scaled)
 PB0293
 PB0293                          SUPERSEDED SURVEY CONTROL
 PB0293
 PB0293  NGVD 29 (??/??/92) 1399.247  (m)         4590.70   (f) ADJ UNCH    2 0
 PB0293
 PB0293.Superseded values are not recommended for survey control.
 PB0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0293.See file dsdata.txt to determine how the superseded data were derived.
 PB0293
 PB0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP456025(NAD 83)
 PB0293_MARKER: DD = SURVEY DISK
 PB0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0293_STAMPING: 4602 74 1930
 PB0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0293+STABILITY: SURFACE MOTION
 PB0293
 PB0293  HISTORY     - Date     Condition        Report By
 PB0293  HISTORY     - 1930     MONUMENTED       BPR
 PB0293  HISTORY     - 1931     GOOD             NGS
 PB0293  HISTORY     - 1978     GOOD             USPSQD
 PB0293  HISTORY     - 1978     GOOD             USGS
 PB0293  HISTORY     - 19860916 MARK NOT FOUND   USPSQD
 PB0293
 PB0293                          STATION DESCRIPTION
 PB0293
 PB0293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 PB0293'20.2 MI NW FROM SILVER LAKE.
 PB0293'ABOUT 20.2 MILES NORTHWEST ALONG THE FREMONT HIGHWAY (OREGON 31) FROM
 PB0293'SILVER LAKE, LAKE COUNTY, AT A CURVE, AND 33 FEET NORTH OF THE CENTER
 PB0293'LINE OF THE HIGHWAY.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD
 PB0293'DISK, STAMPED 4602 74 1930 AND SET IN THE TOP OF A CONCRETE POST.
 PB0293
 PB0293                          STATION RECOVERY (1978)
 PB0293
 PB0293'RECOVERY NOTE BY US POWER SQUADRON 1978 (WRB)
 PB0293'RECOVERED IN GOOD CONDITION.
 PB0293
 PB0293                          STATION RECOVERY (1978)
 PB0293
 PB0293'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 PB0293'ABOUT 19.9 MILES NORTH OF SILVER LAKE ON OREGON HIGHWAY 31 (27.8
 PB0293'MILES SOUTH EAST OF THE JUNCTION OF OREGON HIGHWAY 31 AND U. S. 97),
 PB0293'0.9 MILES SOUTHEAST OF A HIGHWAY REST AREA, 100 FEET NORTHWEST OF A
 PB0293'TREE AND 40 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY. A STANDARD
 PB0293'TABLET SET IN THE TOP OF A CONCRETE POST.
 PB0293
 PB0293                          STATION RECOVERY (1986)
 PB0293
 PB0293'RECOVERY NOTE BY US POWER SQUADRON 1986 (RCC)
 PB0293'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0250 ***********************************************************************
 PC0250  DESIGNATION -  741
 PC0250  PID         -  PC0250
 PC0250  STATE/COUNTY-  OR/LANE
 PC0250  USGS QUAD   -  LOWELL (1986)
 PC0250
 PC0250                         *CURRENT SURVEY CONTROL
 PC0250  ___________________________________________________________________
 PC0250* NAD 83(1986)-  43 55 10.     (N)    122 46 56.     (W)     SCALED    
 PC0250* NAVD 88     -       226.999  (meters)     744.75   (feet)  ADJUSTED  
 PC0250  ___________________________________________________________________
 PC0250  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 PC0250  DYNAMIC HT  -         226.950 (meters)     744.59  (feet)  COMP
 PC0250  MODELED GRAV-     980,398.3   (mgal)                       NAVD 88
 PC0250
 PC0250  VERT ORDER  -  SECOND    CLASS 0
 PC0250
 PC0250.The horizontal coordinates were scaled from a topographic map and have
 PC0250.an estimated accuracy of +/- 6 seconds.
 PC0250
 PC0250.The orthometric height was determined by differential leveling
 PC0250.and adjusted in June 1991.
 PC0250
 PC0250.The geoid height was determined by GEOID03.
 PC0250
 PC0250.The dynamic height is computed by dividing the NAVD 88
 PC0250.geopotential number by the normal gravity value computed on the
 PC0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0250.degrees latitude (g = 980.6199 gals.).
 PC0250
 PC0250.The modeled gravity was interpolated from observed gravity values.
 PC0250
 PC0250;                    North         East    Units  Estimated Accuracy
 PC0250;SPC OR S     -   252,750.    1,316,730.      MT  (+/- 180 meters Scaled)
 PC0250
 PC0250                          SUPERSEDED SURVEY CONTROL
 PC0250
 PC0250  NGVD 29 (??/??/92)  225.890  (m)          741.11   (f) ADJ UNCH    2 0
 PC0250
 PC0250.Superseded values are not recommended for survey control.
 PC0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0250.See file dsdata.txt to determine how the superseded data were derived.
 PC0250
 PC0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP174629(NAD 83)
 PC0250_MARKER: DS = TRIANGULATION STATION DISK
 PC0250_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PC0250_SP_SET: FOUNDATION
 PC0250_STAMPING: 741 1934
 PC0250_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PC0250
 PC0250  HISTORY     - Date     Condition        Report By
 PC0250  HISTORY     - 1934     MONUMENTED       USGS
 PC0250  HISTORY     - 1934     GOOD             NGS
 PC0250  HISTORY     - 1967     MARK NOT FOUND   NGS
 PC0250  HISTORY     - 1986     GOOD             USPSQD
 PC0250
 PC0250                          STATION DESCRIPTION
 PC0250
 PC0250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PC0250'IN LOWELL.
 PC0250'ALONG THE RIGHT OF WAY OF THE SOUTHERN PACIFIC RAILROAD CO., 125 YARDS
 PC0250'NORTH OF THE STATION, 45 YARDS EAST OF CROSSING NORTHWEST OF STATION,
 PC0250'AND SET IN THE NORTHWEST CONCRETE FOUNDATION BLOCK OF A WINDMILL.
 PC0250
 PC0250                          STATION RECOVERY (1967)
 PC0250
 PC0250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 PC0250'MARK NOT FOUND.
 PC0250
 PC0250                          STATION RECOVERY (1986)
 PC0250
 PC0250'RECOVERY NOTE BY US POWER SQUADRON 1986 (KRN)
 PC0250'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1213 ***********************************************************************
 RC1213  DESIGNATION -  744
 RC1213  PID         -  RC1213
 RC1213  STATE/COUNTY-  OR/WASCO
 RC1213  USGS QUAD   -  SHERARS BRIDGE (1987)
 RC1213
 RC1213                         *CURRENT SURVEY CONTROL
 RC1213  ___________________________________________________________________
 RC1213* NAD 83(1986)-  45 15 46.     (N)    121 01 24.     (W)     SCALED    
 RC1213* NAVD 88     -       227.868  (meters)     747.60   (feet)  ADJUSTED  
 RC1213  ___________________________________________________________________
 RC1213  GEOID HEIGHT-         -21.32  (meters)                     GEOID03
 RC1213  DYNAMIC HT  -         227.842 (meters)     747.51  (feet)  COMP
 RC1213  MODELED GRAV-     980,497.1   (mgal)                       NAVD 88
 RC1213
 RC1213  VERT ORDER  -  SECOND    CLASS 0
 RC1213
 RC1213.The horizontal coordinates were scaled from a topographic map and have
 RC1213.an estimated accuracy of +/- 6 seconds.
 RC1213
 RC1213.The orthometric height was determined by differential leveling
 RC1213.and adjusted in June 1991.
 RC1213
 RC1213.The geoid height was determined by GEOID03.
 RC1213
 RC1213.The dynamic height is computed by dividing the NAVD 88
 RC1213.geopotential number by the normal gravity value computed on the
 RC1213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1213.degrees latitude (g = 980.6199 gals.).
 RC1213
 RC1213.The modeled gravity was interpolated from observed gravity values.
 RC1213
 RC1213;                    North         East    Units  Estimated Accuracy
 RC1213;SPC OR N     -   177,500.    2,458,930.      MT  (+/- 180 meters Scaled)
 RC1213
 RC1213                          SUPERSEDED SURVEY CONTROL
 RC1213
 RC1213  NGVD 29 (??/??/92)  226.849  (m)          744.25   (f) ADJ UNCH    2 0
 RC1213
 RC1213.Superseded values are not recommended for survey control.
 RC1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1213.See file dsdata.txt to determine how the superseded data were derived.
 RC1213
 RC1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR550140(NAD 83)
 RC1213_MARKER: DD = SURVEY DISK
 RC1213_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RC1213_SP_SET: BRIDGE ABUTMENT
 RC1213_STAMPING: 744 ORE 1911
 RC1213_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RC1213
 RC1213  HISTORY     - Date     Condition        Report By
 RC1213  HISTORY     - 1911     MONUMENTED       USGS
 RC1213  HISTORY     - 1961     GOOD             NGS
 RC1213
 RC1213                          STATION DESCRIPTION
 RC1213
 RC1213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RC1213'0.65 MI N FROM SHERARS BRIDGE.
 RC1213'ALONG STATE HIGHWAY NO. 216, 0.65 MILES NORTH OF SHERARS BRIDGE ACROSS
 RC1213'DESCHUTES RIVER, AT BUCK CREEK (BUCK CREEK IS LINE BETWEEN WASCO AND
 RC1213'SHERMAN COUNTY), SET IN TOP OF AND 1.0 FOOT EAST OF WEST END OF SOUTH
 RC1213'CONCRETE ABUTMENT OF OLD ABANDONED RAILROAD BRIDGE ACROSS BUCK CREEK,
 RC1213'ABOUT 25 FEET HIGHER AND DIRECTLY ABOVE THE WEST END OF STEEL HIGHWAY
 RC1213'BRIDGE ACROSS BUCK CREEK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0294 ***********************************************************************
 PB0294  DESIGNATION -  75
 PB0294  PID         -  PB0294
 PB0294  STATE/COUNTY-  OR/LAKE
 PB0294  USGS QUAD   -  MC CARTY BUTTE (1982)
 PB0294
 PB0294                         *CURRENT SURVEY CONTROL
 PB0294  ___________________________________________________________________
 PB0294* NAD 83(1986)-  43 21 35.     (N)    121 11 51.     (W)     SCALED    
 PB0294* NAVD 88     -      1376.128  (meters)    4514.85   (feet)  ADJUSTED  
 PB0294  ___________________________________________________________________
 PB0294  GEOID HEIGHT-         -20.82  (meters)                     GEOID03
 PB0294  DYNAMIC HT  -        1375.403 (meters)    4512.47  (feet)  COMP
 PB0294  MODELED GRAV-     980,045.4   (mgal)                       NAVD 88
 PB0294
 PB0294  VERT ORDER  -  SECOND    CLASS 0
 PB0294
 PB0294.The horizontal coordinates were scaled from a topographic map and have
 PB0294.an estimated accuracy of +/- 6 seconds.
 PB0294
 PB0294.The orthometric height was determined by differential leveling
 PB0294.and adjusted in June 1991.
 PB0294
 PB0294.The geoid height was determined by GEOID03.
 PB0294
 PB0294.The dynamic height is computed by dividing the NAVD 88
 PB0294.geopotential number by the normal gravity value computed on the
 PB0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0294.degrees latitude (g = 980.6199 gals.).
 PB0294
 PB0294.The modeled gravity was interpolated from observed gravity values.
 PB0294
 PB0294;                    North         East    Units  Estimated Accuracy
 PB0294;SPC OR S     -   188,310.    1,443,460.      MT  (+/- 180 meters Scaled)
 PB0294
 PB0294                          SUPERSEDED SURVEY CONTROL
 PB0294
 PB0294  NGVD 29 (??/??/92) 1374.872  (m)         4510.73   (f) ADJ UNCH    2 0
 PB0294
 PB0294.Superseded values are not recommended for survey control.
 PB0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0294.See file dsdata.txt to determine how the superseded data were derived.
 PB0294
 PB0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP460023(NAD 83)
 PB0294_MARKER: DD = SURVEY DISK
 PB0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0294_STAMPING: 4511 75 1930
 PB0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0294+STABILITY: SURFACE MOTION
 PB0294
 PB0294  HISTORY     - Date     Condition        Report By
 PB0294  HISTORY     - 1930     MONUMENTED       BPR
 PB0294  HISTORY     - 1931     GOOD             NGS
 PB0294  HISTORY     - 1978     GOOD             USPSQD
 PB0294  HISTORY     - 1978     GOOD             USGS
 PB0294  HISTORY     - 19860916 GOOD             USPSQD
 PB0294
 PB0294                          STATION DESCRIPTION
 PB0294
 PB0294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 PB0294'19.9 MI NW FROM SILVER LAKE.
 PB0294'ABOUT 19.9 MILES NORTHWEST ALONG THE FREMONT HIGHWAY (OREGON 31) FROM
 PB0294'SILVER LAKE, LAKE COUNTY, ABOUT 200 FEET EAST OF THE EAST END OF A
 PB0294'CURVE, AND 40 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY.  A UNITED
 PB0294'STATES BUREAU OF PUBLIC ROADS STANDARD DISK, STAMPED 4511 75 1930 AND
 PB0294'SET IN THE TOP OF A CONCRETE POST.
 PB0294
 PB0294                          STATION RECOVERY (1978)
 PB0294
 PB0294'RECOVERY NOTE BY US POWER SQUADRON 1978 (WRB)
 PB0294'RECOVERED IN GOOD CONDITION.
 PB0294
 PB0294                          STATION RECOVERY (1978)
 PB0294
 PB0294'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 PB0294'ABOUT 19.6 MILES NORTH OF SILVER LAKE ON OREGON HIGHWAY 31, (28.1
 PB0294'MILES SOUTHEAST OF THE JUNCTION OF OREGON 31 AND U.S. 97) 120 FEET
 PB0294'WEST OF THE FORK OF A ROAD RUNNING WEST TO A RANCH HOUSE, 45 FEET
 PB0294'SOUTH OF THE CENTERLINE OF THE HIGHWAY. A STANDARD TABLET SET IN THE
 PB0294'TOP OF A CONCRETE POST.
 PB0294
 PB0294                          STATION RECOVERY (1986)
 PB0294
 PB0294'RECOVERY NOTE BY US POWER SQUADRON 1986 (RCC)
 PB0294'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0007 ***********************************************************************
 NZ0007  DESIGNATION -  75
 NZ0007  PID         -  NZ0007
 NZ0007  STATE/COUNTY-  OR/KLAMATH
 NZ0007  USGS QUAD   -  UNION PEAK (1985)
 NZ0007
 NZ0007                         *CURRENT SURVEY CONTROL
 NZ0007  ___________________________________________________________________
 NZ0007* NAD 83(1986)-  42 50 42.     (N)    122 08 46.     (W)     SCALED    
 NZ0007* NAVD 88     -      1779.34   (+/-2cm)    5837.7    (feet)  VERTCON   
 NZ0007  ___________________________________________________________________
 NZ0007  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 NZ0007  VERT ORDER  -  ? (See Below)
 NZ0007
 NZ0007.The horizontal coordinates were scaled from a topographic map and have
 NZ0007.an estimated accuracy of +/- 6 seconds.
 NZ0007
 NZ0007.The NAVD 88 height was computed by applying the VERTCON shift value to
 NZ0007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NZ0007.The vertical order pertains to the NGVD 29 superseded value.
 NZ0007
 NZ0007.The geoid height was determined by GEOID03.
 NZ0007
 NZ0007;                    North         East    Units  Estimated Accuracy
 NZ0007;SPC OR S     -   132,210.    1,365,460.      MT  (+/- 180 meters Scaled)
 NZ0007
 NZ0007                          SUPERSEDED SURVEY CONTROL
 NZ0007
 NZ0007  NGVD 29 (??/??/92) 1777.960  (m)         5833.19   (f) ADJ UNCH    ?  
 NZ0007
 NZ0007.Superseded values are not recommended for survey control.
 NZ0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0007.See file dsdata.txt to determine how the superseded data were derived.
 NZ0007
 NZ0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN697439(NAD 83)
 NZ0007_MARKER: N = NAIL
 NZ0007_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NZ0007_SP_SET: FIR STUMP
 NZ0007_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0007
 NZ0007  HISTORY     - Date     Condition        Report By
 NZ0007  HISTORY     - UNK      MONUMENTED       USGS
 NZ0007  HISTORY     - 1908     GOOD             USGS
 NZ0007  HISTORY     - 1934     GOOD             NGS
 NZ0007
 NZ0007                          STATION DESCRIPTION
 NZ0007
 NZ0007'DESCRIBED BY US GEOLOGICAL SURVEY 1908
 NZ0007'2.4 MI SE FROM ANNIE SPRINGS.
 NZ0007'2.4 MILES SOUTHEAST ALONG THE CRATER LAKE HIGHWAY (OREGON 62) FROM
 NZ0007'ANNIE SPRINGS, KLAMATH COUNTY, 230 FEET NORTHWEST OF POLE BRIDGE
 NZ0007'CREEK, ON THE PROLONGATION OF AN OLD ROAD, 15 FEET NORTHEAST OF THE
 NZ0007'HIGHWAY, AND IN THE SOUTHWEST SIDE OF A 48-INCH FIR STUMP.  A PYRAMID
 NZ0007'WITH A NAIL AND WASHER.
 NZ0007
 NZ0007                          STATION RECOVERY (1934)
 NZ0007
 NZ0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 NZ0007'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0460 ***********************************************************************
 NZ0460  DESIGNATION -  752 B
 NZ0460  PID         -  NZ0460
 NZ0460  STATE/COUNTY-  OR/DOUGLAS
 NZ0460  USGS QUAD   -  NICKEL MTN (1986)
 NZ0460
 NZ0460                         *CURRENT SURVEY CONTROL
 NZ0460  ___________________________________________________________________
 NZ0460* NAD 83(1986)-  42 55 11.     (N)    123 28 29.     (W)     SCALED    
 NZ0460* NAVD 88     -       230.790  (meters)     757.18   (feet)  ADJUSTED  
 NZ0460  ___________________________________________________________________
 NZ0460  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 NZ0460  DYNAMIC HT  -         230.722 (meters)     756.96  (feet)  COMP
 NZ0460  MODELED GRAV-     980,322.3   (mgal)                       NAVD 88
 NZ0460
 NZ0460  VERT ORDER  -  FIRST     CLASS II
 NZ0460
 NZ0460.The horizontal coordinates were scaled from a topographic map and have
 NZ0460.an estimated accuracy of +/- 6 seconds.
 NZ0460
 NZ0460.The orthometric height was determined by differential leveling
 NZ0460.and adjusted in June 1991.
 NZ0460
 NZ0460.The geoid height was determined by GEOID03.
 NZ0460
 NZ0460.The dynamic height is computed by dividing the NAVD 88
 NZ0460.geopotential number by the normal gravity value computed on the
 NZ0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0460.degrees latitude (g = 980.6199 gals.).
 NZ0460
 NZ0460.The modeled gravity was interpolated from observed gravity values.
 NZ0460
 NZ0460;                    North         East    Units  Estimated Accuracy
 NZ0460;SPC OR S     -   143,510.    1,257,200.      MT  (+/- 180 meters Scaled)
 NZ0460
 NZ0460                          SUPERSEDED SURVEY CONTROL
 NZ0460
 NZ0460  NGVD 29 (??/??/92)  229.750  (m)          753.77   (f) ADJ UNCH    1 2
 NZ0460
 NZ0460.Superseded values are not recommended for survey control.
 NZ0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0460.See file dsdata.txt to determine how the superseded data were derived.
 NZ0460
 NZ0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN612520(NAD 83)
 NZ0460_MARKER: P = PIPE CAP
 NZ0460_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NZ0460_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NZ0460_STAMPING: 752 B 1903
 NZ0460_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0460
 NZ0460  HISTORY     - Date     Condition        Report By
 NZ0460  HISTORY     - 1903     MONUMENTED       USGS
 NZ0460  HISTORY     - 1954     GOOD             NGS
 NZ0460
 NZ0460                          STATION DESCRIPTION
 NZ0460
 NZ0460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NZ0460'6.5 MI SW FROM RIDDLE.
 NZ0460'6.5 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 NZ0460'THE STATION AT RIDDLE, 6 1/2 RAILS NORTHEAST OF THE CROSSING OF A
 NZ0460'PRIVATE ROAD, 85.6 FEET NORTHEAST OF THE CENTER OF THE SOUTHEAST END
 NZ0460'OF 24-INCH CORRUGATED METAL PIPE CULVERT 537.68, 42 FEET NORTHEAST OF
 NZ0460'A TELEPHONE POLE WITH A GUY WIRE, 41.8 FEET SOUTHEAST OF THE SOUTHEAST
 NZ0460'RAIL, 10 FEET NORTHWEST OF THE CENTER LINE OF A COUNTY ROAD, 3.0 FEET
 NZ0460'NORTHWEST OF A FENCE, ABOUT 3 1/2 FEET LOWER THAN THE TRACK, AND
 NZ0460'RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE ENCASED IN CONCRETE
 NZ0460'PROJECTING 0.9 FOOT ABOVE THE GROUND.  NOTE-- SLANTING DISK. THE ROD
 NZ0460'WAS HELD OVER THE LETTERS BM DURING THE 1954 RELEVELING.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0445 ***********************************************************************
 RD0445  DESIGNATION -  76
 RD0445  PID         -  RD0445
 RD0445  STATE/COUNTY-  OR/MULTNOMAH
 RD0445  USGS QUAD   -  PORTLAND (1990)
 RD0445
 RD0445                         *CURRENT SURVEY CONTROL
 RD0445  ___________________________________________________________________
 RD0445* NAD 83(1986)-  45 30 54.     (N)    122 40 45.     (W)     SCALED    
 RD0445* NAVD 88     -        24.680  (meters)      80.97   (feet)  ADJUSTED  
 RD0445  ___________________________________________________________________
 RD0445  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 RD0445  DYNAMIC HT  -          24.680 (meters)      80.97  (feet)  COMP
 RD0445  MODELED GRAV-     980,629.9   (mgal)                       NAVD 88
 RD0445
 RD0445  VERT ORDER  -  FIRST     CLASS II
 RD0445
 RD0445.The horizontal coordinates were scaled from a topographic map and have
 RD0445.an estimated accuracy of +/- 6 seconds.
 RD0445
 RD0445.The orthometric height was determined by differential leveling
 RD0445.and adjusted in June 1991.
 RD0445.WARNING-Repeat measurements at this control monument indicate possible
 RD0445.vertical movement.
 RD0445
 RD0445.Photographs are available for this station.
 RD0445
 RD0445.The geoid height was determined by GEOID03.
 RD0445
 RD0445.The dynamic height is computed by dividing the NAVD 88
 RD0445.geopotential number by the normal gravity value computed on the
 RD0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0445.degrees latitude (g = 980.6199 gals.).
 RD0445
 RD0445.The modeled gravity was interpolated from observed gravity values.
 RD0445
 RD0445;                    North         East    Units  Estimated Accuracy
 RD0445;SPC OR N     -   207,690.    2,329,760.      MT  (+/- 180 meters Scaled)
 RD0445
 RD0445                          SUPERSEDED SURVEY CONTROL
 RD0445
 RD0445  NGVD 29 (05/16/90)   23.610  (m)           77.46   (f) ADJUSTED    1 2
 RD0445
 RD0445.Superseded values are not recommended for survey control.
 RD0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0445.See file dsdata.txt to determine how the superseded data were derived.
 RD0445
 RD0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER250402(NAD 83)
 RD0445_MARKER: DD = SURVEY DISK
 RD0445_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 RD0445+WITH SETTING: PAVEMENT
 RD0445_SP_SET: COLUMN BASE
 RD0445_STAMPING: 77.063 T 14 1898
 RD0445_MARK LOGO: USGS  
 RD0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0445+STABILITY: SURFACE MOTION
 RD0445_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD0445+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2007
 RD0445
 RD0445  HISTORY     - Date     Condition        Report By
 RD0445  HISTORY     - UNK      MONUMENTED       USGS
 RD0445  HISTORY     - 1935     GOOD             NGS
 RD0445  HISTORY     - 1987     GOOD             NGS
 RD0445  HISTORY     - 1988     GOOD             USPSQD
 RD0445  HISTORY     - 1989     GOOD             USPSQD
 RD0445  HISTORY     - 1990     GOOD             USPSQD
 RD0445  HISTORY     - 20010208 GOOD             USPSQD
 RD0445  HISTORY     - 20041125 GOOD             USPSQD
 RD0445  HISTORY     - 20051130 GOOD             USPSQD
 RD0445  HISTORY     - 20070309 GOOD             USPSQD
 RD0445
 RD0445                          STATION DESCRIPTION
 RD0445
 RD0445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 RD0445'IN PORTLAND.
 RD0445'AT PORTLAND, MULTNOMAH COUNTY, BETWEEN NORTHWEST MADISON AND JEFFERSON
 RD0445'STREETS, AT THE WEST (OR THE NORTHWEST FIFTH AVENUE) ENTRANCE TO THE
 RD0445'CITY HALL, IN THE MIDDLE OF THE GRANITE BASE OF THE FIRST COLUMN NORTH
 RD0445'OF THE STEPS, 2 FEET ABOVE THE SIDEWALK, AND SET VERTICALLY. A UNITED
 RD0445'STATES GEOLOGICAL SURVEY STANDARD DISK STAMPED 77.063.
 RD0445
 RD0445                          STATION RECOVERY (1987)
 RD0445
 RD0445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD0445'RECOVERED IN GOOD CONDITION.
 RD0445
 RD0445                          STATION RECOVERY (1988)
 RD0445
 RD0445'RECOVERY NOTE BY US POWER SQUADRON 1988 (KRN)
 RD0445'RECOVERED IN GOOD CONDITION.
 RD0445
 RD0445                          STATION RECOVERY (1989)
 RD0445
 RD0445'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RD0445'RECOVERED IN GOOD CONDITION.
 RD0445
 RD0445                          STATION RECOVERY (1990)
 RD0445
 RD0445'RECOVERY NOTE BY US POWER SQUADRON 1990 (KRN)
 RD0445'RECOVERED IN GOOD CONDITION.
 RD0445
 RD0445                          STATION RECOVERY (2001)
 RD0445
 RD0445'RECOVERY NOTE BY US POWER SQUADRON 2001 (KPK)
 RD0445'RECOVERED IN GOOD CONDITION.
 RD0445
 RD0445                          STATION RECOVERY (2004)
 RD0445
 RD0445'RECOVERY NOTE BY US POWER SQUADRON 2004 (RHC)
 RD0445'RECOVERED IN GOOD CONDITION.
 RD0445
 RD0445                          STATION RECOVERY (2005)
 RD0445
 RD0445'RECOVERY NOTE BY US POWER SQUADRON 2005 (MMC)
 RD0445'RECOVERED IN GOOD CONDITION.
 RD0445
 RD0445                          STATION RECOVERY (2007)
 RD0445
 RD0445'RECOVERY NOTE BY US POWER SQUADRON 2007 (RHC)
 RD0445'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0551 ***********************************************************************
 OA0551  DESIGNATION -  76
 OA0551  PID         -  OA0551
 OA0551  STATE/COUNTY-  OR/COOS
 OA0551  USGS QUAD   -  MYRTLE POINT (1971)
 OA0551
 OA0551                         *CURRENT SURVEY CONTROL
 OA0551  ___________________________________________________________________
 OA0551* NAD 83(1986)-  43 03 55.     (N)    124 08 46.     (W)     SCALED    
 OA0551* NAVD 88     -        24.074  (meters)      78.98   (feet)  ADJUSTED  
 OA0551  ___________________________________________________________________
 OA0551  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 OA0551  DYNAMIC HT  -          24.070 (meters)      78.97  (feet)  COMP
 OA0551  MODELED GRAV-     980,459.6   (mgal)                       NAVD 88
 OA0551
 OA0551  VERT ORDER  -  SECOND    CLASS 0
 OA0551
 OA0551.The horizontal coordinates were scaled from a topographic map and have
 OA0551.an estimated accuracy of +/- 6 seconds.
 OA0551
 OA0551.The orthometric height was determined by differential leveling
 OA0551.and adjusted in June 1991.
 OA0551
 OA0551.The geoid height was determined by GEOID03.
 OA0551
 OA0551.The dynamic height is computed by dividing the NAVD 88
 OA0551.geopotential number by the normal gravity value computed on the
 OA0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0551.degrees latitude (g = 980.6199 gals.).
 OA0551
 OA0551.The modeled gravity was interpolated from observed gravity values.
 OA0551
 OA0551;                    North         East    Units  Estimated Accuracy
 OA0551;SPC OR S     -   161,820.    1,203,130.      MT  (+/- 180 meters Scaled)
 OA0551
 OA0551                          SUPERSEDED SURVEY CONTROL
 OA0551
 OA0551  NGVD 29 (??/??/92)   22.963  (m)           75.34   (f) ADJ UNCH    2 0
 OA0551
 OA0551.Superseded values are not recommended for survey control.
 OA0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0551.See file dsdata.txt to determine how the superseded data were derived.
 OA0551
 OA0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN066687(NAD 83)
 OA0551_MARKER: DD = SURVEY DISK
 OA0551_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OA0551_SP_SET: BUILDING
 OA0551_STAMPING: 76
 OA0551_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OA0551
 OA0551  HISTORY     - Date     Condition        Report By
 OA0551  HISTORY     - UNK      MONUMENTED       USGS
 OA0551  HISTORY     - 1962     GOOD             NGS
 OA0551  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 OA0551  HISTORY     - 1987     MARK NOT FOUND   NGS
 OA0551  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 OA0551  HISTORY     - 20040720 MARK NOT FOUND   USPSQD
 OA0551
 OA0551                          STATION DESCRIPTION
 OA0551
 OA0551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 OA0551'MYRTLE POINT.
 OA0551'IN THE WEST PART OF MYRTLE POINT, ON THE SOUTH SIDE OF SPRUCE STREET,
 OA0551'29 FEET EAST OF FIRST STREET, IN THE NORTH WALL OF THE SAFEWAY CHEESE
 OA0551'DEPARTMENT BUILDING, ABOUT 2 FEET ABOVE THE SIDEWALK, SET VERTICALLY
 OA0551'IN THE CONCRETE WALL.
 OA0551
 OA0551                          STATION RECOVERY (1985)
 OA0551
 OA0551'RECOVERY NOTE BY US POWER SQUADRON 1985
 OA0551'MARK NOT FOUND.
 OA0551
 OA0551                          STATION RECOVERY (1987)
 OA0551
 OA0551'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 OA0551'THE BUILDING HAS BEEN REMODELED AND THE MARK MAY STILL BE IN PLACE.
 OA0551
 OA0551                          STATION RECOVERY (1990)
 OA0551
 OA0551'RECOVERY NOTE BY US POWER SQUADRON 1990 (AES)
 OA0551'MARK NOT FOUND.
 OA0551
 OA0551                          STATION RECOVERY (2004)
 OA0551
 OA0551'RECOVERY NOTE BY US POWER SQUADRON 2004 (RHC)
 OA0551'A VERY LARGE TRUCK DOOR HAS BEEN INSTALLED EXACTLY WHERE MARK WAS
 OA0551'LOCATED, THE DOOR GOES DOWN TO 8 INCHES ABOVE SIDEWALK. THIS MARK
 OA0551'SHOULD BE CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0536 ***********************************************************************
 RC0536  DESIGNATION -  761
 RC0536  PID         -  RC0536
 RC0536  STATE/COUNTY-  OR/GILLIAM
 RC0536  USGS QUAD   -  INDIAN COVE (1970)
 RC0536
 RC0536                         *CURRENT SURVEY CONTROL
 RC0536  ___________________________________________________________________
 RC0536* NAD 83(1986)-  45 20 12.     (N)    120 31 50.     (W)     SCALED    
 RC0536* NAVD 88     -       232.605  (meters)     763.14   (feet)  ADJUSTED  
 RC0536  ___________________________________________________________________
 RC0536  GEOID HEIGHT-         -21.07  (meters)                     GEOID03
 RC0536  DYNAMIC HT  -         232.563 (meters)     763.00  (feet)  COMP
 RC0536  MODELED GRAV-     980,431.0   (mgal)                       NAVD 88
 RC0536
 RC0536  VERT ORDER  -  SECOND    CLASS 0
 RC0536
 RC0536.The horizontal coordinates were scaled from a topographic map and have
 RC0536.an estimated accuracy of +/- 6 seconds.
 RC0536
 RC0536.The orthometric height was determined by differential leveling
 RC0536.and adjusted in June 1991.
 RC0536
 RC0536.The geoid height was determined by GEOID03.
 RC0536
 RC0536.The dynamic height is computed by dividing the NAVD 88
 RC0536.geopotential number by the normal gravity value computed on the
 RC0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0536.degrees latitude (g = 980.6199 gals.).
 RC0536
 RC0536.The modeled gravity was interpolated from observed gravity values.
 RC0536
 RC0536;                    North         East    Units  Estimated Accuracy
 RC0536;SPC OR N     -   185,570.    2,497,610.      MT  (+/- 180 meters Scaled)
 RC0536
 RC0536                          SUPERSEDED SURVEY CONTROL
 RC0536
 RC0536  NGVD 29 (??/??/92)  231.557  (m)          759.70   (f) ADJ UNCH    2 0
 RC0536
 RC0536.Superseded values are not recommended for survey control.
 RC0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0536.See file dsdata.txt to determine how the superseded data were derived.
 RC0536
 RC0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR934233(NAD 83)
 RC0536_MARKER: DD = SURVEY DISK
 RC0536_SETTING: 66 = SET IN ROCK OUTCROP
 RC0536_SP_SET: ROCK CLIFF
 RC0536_STAMPING: 761
 RC0536_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RC0536+STABILITY: POSITION/ELEVATION WELL
 RC0536
 RC0536  HISTORY     - Date     Condition        Report By
 RC0536  HISTORY     - UNK      MONUMENTED       BOR
 RC0536  HISTORY     - 1946     GOOD             NGS
 RC0536  HISTORY     - 1970     MARK NOT FOUND   BOR
 RC0536
 RC0536                          STATION DESCRIPTION
 RC0536
 RC0536'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RC0536'52.3 MI N FROM CLARNO.
 RC0536'ABOUT 52.3 MILES NORTH ALONG THE JOHN DAY RIVER FROM THE POST OFFICE
 RC0536'AT CLARNO, SET IN THE LOWER SECTION AND AT THE WEST END OF A SMALL
 RC0536'ROCK CLIFF, 55 FEET NORTH OF A LONE JUNIPER TREE, 30 FEET SOUTH OF THE
 RC0536'BASE OF A HIGH VERTICAL CLIFF, 9 FEET EAST OF THE EDGE OF THE RIVER,
 RC0536'ABOUT 9 FEET ABOVE THE RIVER, 3 FEET WEST OF A PACK TRAIL.
 RC0536
 RC0536                          STATION RECOVERY (1970)
 RC0536
 RC0536'RECOVERY NOTE BY US BUREAU OF RECLAMATION 1970
 RC0536'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0904 ***********************************************************************
 QC0904  DESIGNATION -  7634
 QC0904  PID         -  QC0904
 QC0904  STATE/COUNTY-  OR/GRANT
 QC0904  USGS QUAD   -  DEARDORFF MTN (1983)
 QC0904
 QC0904                         *CURRENT SURVEY CONTROL
 QC0904  ___________________________________________________________________
 QC0904* NAD 83(1991)-  44 23 36.69669(N)    118 26 48.03692(W)     ADJUSTED  
 QC0904* NAVD 88     -      2321.84   (+/-2cm)    7617.6    (feet)  VERTCON   
 QC0904  ___________________________________________________________________
 QC0904  LAPLACE CORR-           3.75  (seconds)                    DEFLEC99
 QC0904  GEOID HEIGHT-         -17.38  (meters)                     GEOID03
 QC0904  HORZ ORDER  -  SECOND
 QC0904  VERT ORDER  -  THIRD ? (See Below)
 QC0904
 QC0904.The horizontal coordinates were established by classical geodetic methods
 QC0904.and adjusted by the National Geodetic Survey in October 1991.
 QC0904
 QC0904.The NAVD 88 height was computed by applying the VERTCON shift value to
 QC0904.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QC0904.The vertical order pertains to the NGVD 29 superseded value.
 QC0904
 QC0904.The Laplace correction was computed from DEFLEC99 derived deflections.
 QC0904
 QC0904.The geoid height was determined by GEOID03.
 QC0904
 QC0904;                    North         East     Units Scale Factor Converg.
 QC0904;SPC OR N     -    82,850.085 2,663,576.790   MT  0.99998539   +1 27 22.3
 QC0904;SPC OR N     -   271,817.86  8,738,769.00   iFT  0.99998539   +1 27 22.3
 QC0904;UTM  11      - 4,916,600.217   384,783.056   MT  0.99976325   -1 00 43.9
 QC0904
 QC0904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QC0904!SPC OR N     -   0.99963880  x   0.99998539  =   0.99962419
 QC0904!UTM  11      -   0.99963880  x   0.99976325  =   0.99940213
 QC0904
 QC0904                          SUPERSEDED SURVEY CONTROL
 QC0904
 QC0904  NAD 83(1986)-  44 23 36.70184(N)    118 26 48.03092(W) AD(       ) 2
 QC0904  NAD 27      -  44 23 37.12014(N)    118 26 44.25143(W) AD(       ) 2
 QC0904  NGVD 29 (07/19/86) 2320.46   (m)         7613.0    (f) LEVELING    3  
 QC0904
 QC0904.Superseded values are not recommended for survey control.
 QC0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0904.See file dsdata.txt to determine how the superseded data were derived.
 QC0904
 QC0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK8478316600(NAD 83)
 QC0904
 QC0904  HISTORY     - Date     Condition        Report By
 QC0904  HISTORY     - 1968     MONUMENTED       USGS
 QC0904
 QC0904                          STATION DESCRIPTION
 QC0904
 QC0904'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 QC0904'SEE STATION BALDY
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0243 ***********************************************************************
 PC0243  DESIGNATION -  765
 PC0243  PID         -  PC0243
 PC0243  STATE/COUNTY-  OR/LANE
 PC0243  USGS QUAD   -  FALL CREEK LAKE (1986)
 PC0243
 PC0243                         *CURRENT SURVEY CONTROL
 PC0243  ___________________________________________________________________
 PC0243* NAD 83(1986)-  43 53 27.     (N)    122 42 44.     (W)     SCALED    
 PC0243* NAVD 88     -       233.744  (meters)     766.88   (feet)  ADJUSTED  
 PC0243  ___________________________________________________________________
 PC0243  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 PC0243  DYNAMIC HT  -         233.693 (meters)     766.71  (feet)  COMP
 PC0243  MODELED GRAV-     980,394.8   (mgal)                       NAVD 88
 PC0243
 PC0243  VERT ORDER  -  SECOND    CLASS 0
 PC0243
 PC0243.The horizontal coordinates were scaled from a topographic map and have
 PC0243.an estimated accuracy of +/- 6 seconds.
 PC0243
 PC0243.The orthometric height was determined by differential leveling
 PC0243.and adjusted in June 1991.
 PC0243
 PC0243.The geoid height was determined by GEOID03.
 PC0243
 PC0243.The dynamic height is computed by dividing the NAVD 88
 PC0243.geopotential number by the normal gravity value computed on the
 PC0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0243.degrees latitude (g = 980.6199 gals.).
 PC0243
 PC0243.The modeled gravity was interpolated from observed gravity values.
 PC0243
 PC0243;                    North         East    Units  Estimated Accuracy
 PC0243;SPC OR S     -   249,420.    1,322,270.      MT  (+/- 180 meters Scaled)
 PC0243
 PC0243                          SUPERSEDED SURVEY CONTROL
 PC0243
 PC0243  NGVD 29 (??/??/92)  232.640  (m)          763.25   (f) ADJ UNCH    2 0
 PC0243
 PC0243.Superseded values are not recommended for survey control.
 PC0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0243.See file dsdata.txt to determine how the superseded data were derived.
 PC0243
 PC0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP231597(NAD 83)
 PC0243_MARKER: DD = SURVEY DISK
 PC0243_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PC0243_SP_SET: ABUTMENT
 PC0243_STAMPING: 765
 PC0243_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PC0243
 PC0243  HISTORY     - Date     Condition        Report By
 PC0243  HISTORY     - UNK      MONUMENTED       USGS
 PC0243  HISTORY     - 1934     GOOD             NGS
 PC0243  HISTORY     - 1967     MARK NOT FOUND   USGS
 PC0243
 PC0243                          STATION DESCRIPTION
 PC0243
 PC0243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PC0243'IN LANDAX.
 PC0243'ALONG THE RIGHT OF WAY OF THE SOUTHERN PACIFIC RAILROAD CO., 600 FEET
 PC0243'SOUTHEAST FROM SIGNBOARD LANDAX, 300 FEET NORTHWEST FROM BLOCK SIGNAL
 PC0243'NO. 5986, 65 FEET SOUTHEAST FROM PRIVATE ROAD CROSSING, ON SOUTH END
 PC0243'OF EAST ABUTMENT OF 13 FOOT BALLAST DECK BRIDGE NO. 598 F.
 PC0243
 PC0243                          STATION RECOVERY (1967)
 PC0243
 PC0243'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 PC0243'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0789 ***********************************************************************
 PB0789  DESIGNATION -  7680 VA
 PB0789  PID         -  PB0789
 PB0789  STATE/COUNTY-  OR/DESCHUTES
 PB0789  USGS QUAD   -  EAST LAKE (1982)
 PB0789
 PB0789                         *CURRENT SURVEY CONTROL
 PB0789  ___________________________________________________________________
 PB0789* NAD 83(1991)-  43 44 53.79676(N)    121 14 37.11021(W)     ADJUSTED  
 PB0789* NAVD 88     -      2344.1    (meters)    7691.     (feet)  VERTCON   
 PB0789  ___________________________________________________________________
 PB0789  LAPLACE CORR-           4.24  (seconds)                    DEFLEC99
 PB0789  GEOID HEIGHT-         -20.20  (meters)                     GEOID03
 PB0789  HORZ ORDER  -  THIRD
 PB0789
 PB0789.The horizontal coordinates were established by classical geodetic methods
 PB0789.and adjusted by the National Geodetic Survey in October 1991.
 PB0789
 PB0789.The NAVD 88 height was computed by applying the VERTCON shift value to
 PB0789.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PB0789
 PB0789.The Laplace correction was computed from DEFLEC99 derived deflections.
 PB0789
 PB0789.The geoid height was determined by GEOID03.
 PB0789
 PB0789;                    North         East     Units Scale Factor Converg.
 PB0789;SPC OR S     -   231,501.495 1,440,107.771   MT  0.99994577   -0 30 31.5
 PB0789;SPC OR S     -   759,519.34  4,724,763.03   iFT  0.99994577   -0 30 31.5
 PB0789;UTM  10      - 4,845,414.105   641,409.449   MT  0.99984596   +1 12 52.9
 PB0789
 PB0789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PB0789!SPC OR S     -   0.99963571  x   0.99994577  =   0.99958150
 PB0789!UTM  10      -   0.99963571  x   0.99984596  =   0.99948173
 PB0789
 PB0789|---------------------------------------------------------------------|
 PB0789| PID    Reference Object                     Distance      Geod. Az  |
 PB0789|                                                           dddmmss.s |
 PB0789| CS4291 7680 RM 1                            10.031 METERS 13943     |
 PB0789| PB0700 PAULINA 2                           APPROX. 6.8 KM 1931459.2 |
 PB0789| CS4290 7680 RM 2                            10.113 METERS 27322     |
 PB0789|---------------------------------------------------------------------|
 PB0789
 PB0789                          SUPERSEDED SURVEY CONTROL
 PB0789
 PB0789  NAD 83(1986)-  43 44 53.79904(N)    121 14 37.11879(W) AD(       ) 3
 PB0789  NGVD 29 (04/26/90) 2342.7    (m)         7686.     (f) VERT ANG    3  
 PB0789
 PB0789.Superseded values are not recommended for survey control.
 PB0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0789.See file dsdata.txt to determine how the superseded data were derived.
 PB0789
 PB0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP4140945414(NAD 83)
 PB0789_MARKER: DB = BENCH MARK DISK
 PB0789_SETTING: 66 = SET IN ROCK OUTCROP
 PB0789_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 PB0789_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PB0789+STABILITY: POSITION/ELEVATION WELL
 PB0789
 PB0789  HISTORY     - Date     Condition        Report By
 PB0789  HISTORY     - 1931     MONUMENTED       USGS
 PB0789  HISTORY     - 1958     GOOD             USGS
 PB0789  HISTORY     - 1966     GOOD             USGS
 PB0789
 PB0789                          STATION DESCRIPTION
 PB0789
 PB0789'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 PB0789'REACHED BY HELICOPTER.
 PB0789'
 PB0789'STATION MARK--STANDARD VABM TABLET STAMPED---7680 1931---, WEDGED
 PB0789'IN DRILL HOLE IN TOP OF SOLID ROCK.
 PB0789
 PB0789                          STATION RECOVERY (1966)
 PB0789
 PB0789'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 PB0789'RECOVERED AS DESCRIBED BY USGS.  ALL MARKS IN GOOD CONDITION.
 PB0789'
 PB0789'LOCATED ABOUT 22 MI SSE. OF BEND, ABOUT 14.5 MI NE. OF LAPINE,
 PB0789'ABOUT 3 MI NE. OF PAULINA LAKE GUARD STATION.  ON HIGHEST POINT OF
 PB0789'NORTH PAULINA PEAK.
 PB0789'
 PB0789'TO REACH FROM PAULINA LAKE GUARD STATION, DRIVE 4 MI E. ON PAVED
 PB0789'RD. TO RD. N. TO LITTLE CRATER FOREST CAMP.  TURN LEFT ABOUT 1 MI
 PB0789'N. TO END OF RD. ON EAST SHORE OF PAULINA LAKE.  HIKE ABOUT 1 MI
 PB0789'ALONG EAST SHORE TO NORTH EDGE OF LAKE.  LEAVE TRAIL AND HIKE NNE.
 PB0789'UP STEEP SLOPE TO TOP OF HIGH RIDGE.  CONTINUE N. THROUGH SMALL
 PB0789'SADDLE AND UP ONTO TOP OF CINDER CONE THAT IS HIGHEST POINT OF
 PB0789'MOUNTAIN AND STATION.  ABOUT A 2-1/2-HOUR PACK.
 PB0789'
 PB0789'RM 1--STANDARD RM TABLET STAMPED---NO 1 1966---, CEMENTED IN DRILL
 PB0789'HOLE IN BURIED BOULDER.
 PB0789'
 PB0789'RM 2--STANDARD RM TABLET STAMPED---NO 2 1966---, CEMENTED IN DRILL
 PB0789'HOLE IN BURIED BOULDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1034 ***********************************************************************
 NZ1034  DESIGNATION -  7698=UNION PEAK
 NZ1034  PID         -  NZ1034
 NZ1034  STATE/COUNTY-  OR/KLAMATH
 NZ1034  USGS QUAD   -  UNION PEAK (1985)
 NZ1034
 NZ1034                         *CURRENT SURVEY CONTROL
 NZ1034  ___________________________________________________________________
 NZ1034* NAD 83(1991)-  42 49 52.03614(N)    122 13 23.97451(W)     ADJUSTED  
 NZ1034* NAVD 88     -      2351.2    (meters)    7714.     (feet)  VERTCON   
 NZ1034  ___________________________________________________________________
 NZ1034  LAPLACE CORR-           7.65  (seconds)                    DEFLEC99
 NZ1034  GEOID HEIGHT-         -22.04  (meters)                     GEOID03
 NZ1034  HORZ ORDER  -  SECOND
 NZ1034
 NZ1034.The horizontal coordinates were established by classical geodetic methods
 NZ1034.and adjusted by the National Geodetic Survey in October 1991.
 NZ1034
 NZ1034.The NAVD 88 height was computed by applying the VERTCON shift value to
 NZ1034.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NZ1034
 NZ1034.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ1034
 NZ1034.The geoid height was determined by GEOID03.
 NZ1034
 NZ1034;                    North         East     Units Scale Factor Converg.
 NZ1034;SPC OR S     -   130,800.065 1,359,116.439   MT  0.99991186   -1 10 44.4
 NZ1034;SPC OR S     -   429,134.07  4,459,043.44   iFT  0.99991186   -1 10 44.4
 NZ1034;UTM  10      - 4,742,353.870   563,478.646   MT  0.99964957   +0 31 40.9
 NZ1034
 NZ1034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NZ1034!SPC OR S     -   0.99963486  x   0.99991186  =   0.99954676
 NZ1034!UTM  10      -   0.99963486  x   0.99964957  =   0.99928456
 NZ1034
 NZ1034:                Primary Azimuth Mark                     Grid Az
 NZ1034:SPC OR S     -  WATCHMAN LOOKOUT HOUSE                   019 41 12.8
 NZ1034:UTM  10      -  WATCHMAN LOOKOUT HOUSE                   017 58 47.5
 NZ1034
 NZ1034|---------------------------------------------------------------------|
 NZ1034| PID    Reference Object                     Distance      Geod. Az  |
 NZ1034|                                                           dddmmss.s |
 NZ1034| NZ1039 WATCHMAN LOOKOUT HOUSE              APPROX.13.1 KM 0183028.4 |
 NZ1034| CD9383 UNION PEAK AZ MK                                   0764203.6 |
 NZ1034| CD9384 UNION PEAK RM 1                       5.426 METERS 12339     |
 NZ1034| NZ1053 BESSIE ROCK LOOKOUT HOUSE           APPROX.11.2 KM 2290930.9 |
 NZ1034| CD9385 UNION PEAK RM 2                       4.667 METERS 31153     |
 NZ1034|---------------------------------------------------------------------|
 NZ1034
 NZ1034                          SUPERSEDED SURVEY CONTROL
 NZ1034
 NZ1034  NAD 83(1986)-  42 49 52.03518(N)    122 13 23.98663(W) AD(       ) 2
 NZ1034  NAD 27      -  42 49 52.57086(N)    122 13 19.88458(W) AD(       ) 2
 NZ1034  NGVD 29 (07/19/86) 2349.8    (m)         7709.     (f) VERT ANG    3  
 NZ1034
 NZ1034.Superseded values are not recommended for survey control.
 NZ1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1034.See file dsdata.txt to determine how the superseded data were derived.
 NZ1034
 NZ1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN6347942354(NAD 83)
 NZ1034
 NZ1034  HISTORY     - Date     Condition        Report By
 NZ1034  HISTORY     - 1931     MONUMENTED       USGS
 NZ1034  HISTORY     - 1967     SEE DESCRIPTION  CGS
 NZ1034
 NZ1034                          STATION DESCRIPTION
 NZ1034
 NZ1034'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 NZ1034'SEE STATION UNION PEAK
 NZ1034
 NZ1034                          STATION RECOVERY (1967)
 NZ1034
 NZ1034'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CAA)
 NZ1034'RM 1 TO RM 2 WAS NOT MEASURED DUE TO BOULDERS ON LINE.
 NZ1034'
 NZ1034'STATION IS LOCATED ABOUT 15 MILES NORTHEAST OF PROSPECT, ABOUT
 NZ1034'15 MILES NORTHWEST OF FT. KLAMATH AND ABOUT 4 MILES WEST OF THE
 NZ1034'JUNCTION OF STATE HIGHWAYS 62 AND 209 ON A HIGH SHARP PROMINENT
 NZ1034'PEAK THAT IS LOCATED IN THE CRATER LAKE NATIONAL PARK.
 NZ1034'
 NZ1034'TO REACH FROM THE POST OFFICE IN FT. KLAMATH, GO NORTHWESTERLY ON
 NZ1034'STATE HIGHWAY 62 FOR 20.9 MILES TO JUNCTION WITH STATE HIGHWAY 209,
 NZ1034'CONTINUE FOR 0.7 MILES TO A SIDE ROAD LEFT AND SMALL SIGN PACIFIC
 NZ1034'CREST TRAIL SYSTEM, TURN LEFT AND GO SOUTHERLY FOR 0.1 MILE TO A
 NZ1034'LOCKED CHAIN ACROSS ROAD (KEY MAY BE OBTAIN AT THE CRATER LAKE
 NZ1034'PARK HEADQUARTER) CONTINUE ON MAIN ROAD FOR 2.4 MILES TO A SIDE
 NZ1034'ROAD RIGHT JUST BEFORE REACHING THE CREST OF RIDGE, CONTINUE
 NZ1034'FOR 0.3 MILE TO FORK, TAKE THE RIGHT FORK AND FOLLOW TRACK
 NZ1034'ROAD WESTERLY FOR 1.2 MILES TO AZIMUTH MARK ON LEFT, CONTINUE
 NZ1034'FOR 0.5 MILE TO END OF TRUCK TRAVEL AND BEGINNING OF FOOT
 NZ1034'TRAIL THROUGH WOODS, FOLLOW FOOT TRAIL THROUGH WOODS TO BASE
 NZ1034'OF PEAK THENCE TO TOP AND STATION.  (1-1/2 HOURS PACK)
 NZ1034'
 NZ1034'STATION MARK, A U.S. GEOLOGICAL SURVEY BENCH MARK DISK STAMPED
 NZ1034'7698, IS SET IN A DRILL HOLE IN A BOULDER WHICH IS ABOUT 1 FOOT
 NZ1034'LOWER THAN THE SURROUNDING ROCK AND ON THE EAST ONE OF TWO POINTS.
 NZ1034'
 NZ1034'REFERENCE MARK 1, A STANDARD DISK STAMPED UNION PK. U.S.G.S. NO 1
 NZ1034'1967, IS SET IN A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT 3
 NZ1034'INCHES AND 3 FEET LOWER THAN THE STATION.
 NZ1034'
 NZ1034'REFERENCE MARK 2, A STANDARD DISK STAMPED UNION PK. U.S.G.S. NO 2,
 NZ1034'1967, IS SET IN A DRILL HOLE IN A LARGE BOULDER WHICH PROJECTS
 NZ1034'ABOUT 4 FEET AND ABOUT THE SAME ELEVATION AS THE STATION.
 NZ1034'
 NZ1034'AZIMUTH MARK, A STANDARD DISK STAMPED UNION PK. U.S.G.S. 1967, IS
 NZ1034'SET IN A DRILL HOLE IN TOP OF A BOULDER WHICH PROJECTS 1 FOOT ON
 NZ1034'THE SOUTH SIDE AND FLUSH ON THE NORTH.  THE MARK IS 34 FEET SOUTH
 NZ1034'OF TRACK ROAD
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0295 ***********************************************************************
 PB0295  DESIGNATION -  77
 PB0295  PID         -  PB0295
 PB0295  STATE/COUNTY-  OR/LAKE
 PB0295  USGS QUAD   -  MC CARTY BUTTE (1982)
 PB0295
 PB0295                         *CURRENT SURVEY CONTROL
 PB0295  ___________________________________________________________________
 PB0295* NAD 83(1986)-  43 21 32.     (N)    121 11 36.     (W)     SCALED    
 PB0295* NAVD 88     -      1366.638  (meters)    4483.71   (feet)  ADJUSTED  
 PB0295  ___________________________________________________________________
 PB0295  GEOID HEIGHT-         -20.82  (meters)                     GEOID03
 PB0295  DYNAMIC HT  -        1365.921 (meters)    4481.36  (feet)  COMP
 PB0295  MODELED GRAV-     980,047.3   (mgal)                       NAVD 88
 PB0295
 PB0295  VERT ORDER  -  SECOND    CLASS 0
 PB0295
 PB0295.The horizontal coordinates were scaled from a topographic map and have
 PB0295.an estimated accuracy of +/- 6 seconds.
 PB0295
 PB0295.The orthometric height was determined by differential leveling
 PB0295.and adjusted in June 1991.
 PB0295
 PB0295.The geoid height was determined by GEOID03.
 PB0295
 PB0295.The dynamic height is computed by dividing the NAVD 88
 PB0295.geopotential number by the normal gravity value computed on the
 PB0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0295.degrees latitude (g = 980.6199 gals.).
 PB0295
 PB0295.The modeled gravity was interpolated from observed gravity values.
 PB0295
 PB0295;                    North         East    Units  Estimated Accuracy
 PB0295;SPC OR S     -   188,210.    1,443,800.      MT  (+/- 180 meters Scaled)
 PB0295
 PB0295                          SUPERSEDED SURVEY CONTROL
 PB0295
 PB0295  NGVD 29 (??/??/92) 1365.384  (m)         4479.60   (f) ADJ UNCH    2 0
 PB0295
 PB0295.Superseded values are not recommended for survey control.
 PB0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0295.See file dsdata.txt to determine how the superseded data were derived.
 PB0295
 PB0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP464022(NAD 83)
 PB0295_MARKER: DD = SURVEY DISK
 PB0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0295_STAMPING: 4479 77 1930
 PB0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0295+STABILITY: SURFACE MOTION
 PB0295
 PB0295  HISTORY     - Date     Condition        Report By
 PB0295  HISTORY     - 1930     MONUMENTED       BPR
 PB0295  HISTORY     - 1931     GOOD             NGS
 PB0295  HISTORY     - 1978     GOOD             USPSQD
 PB0295  HISTORY     - 1978     GOOD             USGS
 PB0295  HISTORY     - 19860916 GOOD             USPSQD
 PB0295
 PB0295                          STATION DESCRIPTION
 PB0295
 PB0295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 PB0295'19.7 MI NW FROM SILVER LAKE.
 PB0295'ABOUT 19.7 MILES NORTHWEST ALONG THE FREMONT HIGHWAY (OREGON 31) FROM
 PB0295'SILVER LAKE, LAKE COUNTY, 35 FEET SOUTH OF THE CENTER LINE OF THE
 PB0295'HIGHWAY, AND AT AN OLD NORTH-AND-SOUTH FENCE LINE.  A UNITED STATES
 PB0295'BUREAU OF PUBLIC ROADS STANDARD DISK, STAMPED 4479 77 1930 AND SET IN
 PB0295'THE TOP OF A CONCRETE POST.
 PB0295
 PB0295                          STATION RECOVERY (1978)
 PB0295
 PB0295'RECOVERY NOTE BY US POWER SQUADRON 1978 (WRB)
 PB0295'RECOVERED IN GOOD CONDITION.
 PB0295
 PB0295                          STATION RECOVERY (1978)
 PB0295
 PB0295'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 PB0295'ABOUT 19.4 MILES NORTH OF SILVER LAKE ON OREGON HIGHWAY 31 (28.3
 PB0295'MILES SOUTH EAST OF THE JUNCTION OF OREGON 31 AND U.S. 97) 0.7 MILES
 PB0295'NORTHWEST OF THE ENTERANCE TO A TRAILER PARK 35 FEET SOUTH OF THE
 PB0295'CENTERLINE OF THE HIGHWAY AND AT A NORTH-SOUTH FENCE LINE. A STANDARD
 PB0295'DISK STAMPED 4479 77 1930 AND SET IN THE TOP OF A CONCRETE POST.
 PB0295
 PB0295                          STATION RECOVERY (1986)
 PB0295
 PB0295'RECOVERY NOTE BY US POWER SQUADRON 1986 (RCC)
 PB0295'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1379 ***********************************************************************
 RD1379  DESIGNATION -  77 A
 RD1379  PID         -  RD1379
 RD1379  STATE/COUNTY-  OR/MULTNOMAH
 RD1379  USGS QUAD   -  MULTNOMAH FALLS (1994)
 RD1379
 RD1379                         *CURRENT SURVEY CONTROL
 RD1379  ___________________________________________________________________
 RD1379* NAD 83(1986)-  45 36 51.     (N)    122 00 36.     (W)     SCALED    
 RD1379* NAVD 88     -        24.853  (meters)      81.54   (feet)  ADJUSTED  
 RD1379  ___________________________________________________________________
 RD1379  GEOID HEIGHT-         -21.89  (meters)                     GEOID03
 RD1379  DYNAMIC HT  -          24.852 (meters)      81.54  (feet)  COMP
 RD1379  MODELED GRAV-     980,575.7   (mgal)                       NAVD 88
 RD1379
 RD1379  VERT ORDER  -  FIRST     CLASS II
 RD1379
 RD1379.The horizontal coordinates were scaled from a topographic map and have
 RD1379.an estimated accuracy of +/- 6 seconds.
 RD1379
 RD1379.The orthometric height was determined by differential leveling
 RD1379.and adjusted in June 1991.
 RD1379
 RD1379.The geoid height was determined by GEOID03.
 RD1379
 RD1379.The dynamic height is computed by dividing the NAVD 88
 RD1379.geopotential number by the normal gravity value computed on the
 RD1379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1379.degrees latitude (g = 980.6199 gals.).
 RD1379
 RD1379.The modeled gravity was interpolated from observed gravity values.
 RD1379
 RD1379;                    North         East    Units  Estimated Accuracy
 RD1379;SPC OR N     -   217,510.    2,382,240.      MT  (+/- 180 meters Scaled)
 RD1379
 RD1379                          SUPERSEDED SURVEY CONTROL
 RD1379
 RD1379  NGVD 29 (??/??/92)   23.838  (m)           78.21   (f) ADJ UNCH    1 2
 RD1379
 RD1379.Superseded values are not recommended for survey control.
 RD1379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1379.See file dsdata.txt to determine how the superseded data were derived.
 RD1379
 RD1379_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER771516(NAD 83)
 RD1379_MARKER: P = PIPE CAP
 RD1379_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RD1379_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RD1379_STAMPING: 78.045 E 231 1898
 RD1379_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD1379
 RD1379  HISTORY     - Date     Condition        Report By
 RD1379  HISTORY     - 1898     MONUMENTED       USGS
 RD1379  HISTORY     - 1935     GOOD             ORDT
 RD1379  HISTORY     - 1987     MARK NOT FOUND   NGS
 RD1379
 RD1379                          STATION DESCRIPTION
 RD1379
 RD1379'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1935
 RD1379'IN WARRENDALE.
 RD1379'ABOUT .75 MILE EAST ALONG UNION PACIFIC RAILROAD FROM DODSON, .45 MILE
 RD1379'WEST OF WARRENDALE, MILEAGE 35.3, 242 FEET EAST OF EDGE OF PRIVATE
 RD1379'CROSSING, 72.5 FEET SOUTHWEST OF TRACK, 59 FEET SOUTHWEST OF 16-INCH
 RD1379'OLDER TREE GROWING AT JUNCTION OF PRESENT AND FORMER CUT BANKS, 21
 RD1379'FEET OUTSIDE OF RIGHT-OF-WAY FENCE, 6 FEET SOUTHEAST OF TOP OF CUTBANK
 RD1379'OF ABANDONED RAILROAD GRADE.  USGS CAP STAMPED 78.045 E 231 1898 ON
 RD1379'IRON PIPE ABOUT 14 INCHES ABOVE GROUND.
 RD1379
 RD1379                          STATION RECOVERY (1987)
 RD1379
 RD1379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD1379'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0302 ***********************************************************************
 QE0302  DESIGNATION -  777
 QE0302  PID         -  QE0302
 QE0302  STATE/COUNTY-  OR/LANE
 QE0302  USGS QUAD   -  VIDA (1988)
 QE0302
 QE0302                         *CURRENT SURVEY CONTROL
 QE0302  ___________________________________________________________________
 QE0302* NAD 83(1986)-  44 08 57.     (N)    122 34 52.     (W)     SCALED    
 QE0302* NAVD 88     -       238.075  (meters)     781.08   (feet)  ADJUSTED  
 QE0302  ___________________________________________________________________
 QE0302  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 QE0302  DYNAMIC HT  -         238.029 (meters)     780.93  (feet)  COMP
 QE0302  MODELED GRAV-     980,422.0   (mgal)                       NAVD 88
 QE0302
 QE0302  VERT ORDER  -  FIRST     CLASS II
 QE0302
 QE0302.The horizontal coordinates were scaled from a topographic map and have
 QE0302.an estimated accuracy of +/- 6 seconds.
 QE0302
 QE0302.The orthometric height was determined by differential leveling
 QE0302.and adjusted in June 1991.
 QE0302
 QE0302.The geoid height was determined by GEOID03.
 QE0302
 QE0302.The dynamic height is computed by dividing the NAVD 88
 QE0302.geopotential number by the normal gravity value computed on the
 QE0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0302.degrees latitude (g = 980.6199 gals.).
 QE0302
 QE0302.The modeled gravity was interpolated from observed gravity values.
 QE0302
 QE0302;                    North         East    Units  Estimated Accuracy
 QE0302;SPC OR S     -   277,850.    1,333,510.      MT  (+/- 180 meters Scaled)
 QE0302
 QE0302                          SUPERSEDED SURVEY CONTROL
 QE0302
 QE0302  NGVD 29 (??/??/92)  236.945  (m)          777.38   (f) ADJ UNCH    1 2
 QE0302
 QE0302.Superseded values are not recommended for survey control.
 QE0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0302.See file dsdata.txt to determine how the superseded data were derived.
 QE0302
 QE0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP335885(NAD 83)
 QE0302_MARKER: DD = SURVEY DISK
 QE0302_SETTING: 66 = SET IN ROCK OUTCROP
 QE0302_SP_SET: ROCK CUT
 QE0302_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QE0302+STABILITY: POSITION/ELEVATION WELL
 QE0302
 QE0302  HISTORY     - Date     Condition        Report By
 QE0302  HISTORY     - UNK      MONUMENTED       ORDT
 QE0302  HISTORY     - 1943     GOOD             NGS
 QE0302  HISTORY     - 19840730 MARK NOT FOUND   USGS
 QE0302  HISTORY     - 1987     MARK NOT FOUND   NGS
 QE0302  HISTORY     - 1989     POOR             USPSQD
 QE0302
 QE0302                          STATION DESCRIPTION
 QE0302
 QE0302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QE0302'0.4 MI SW FROM VIDA.
 QE0302'ABOUT 0.4 MILE SOUTHWEST ALONG U.S. HIGHWAY 28 FROM THE POST OFFICE AT
 QE0302'VIDA, LANE COUNTY, 102.0 FEET EAST OF THE EAST END OF THE BRIDGE OVER
 QE0302'INDIAN CREEK, SET IN THE TOP OF A ROCK CUT, ABOUT 6 FEET ABOVE THE
 QE0302'LEVEL OF THE HIGHWAY, 23.0 FEET NORTH OF THE CENTER LINE OF THE
 QE0302'HIGHWAY, A IRON PIN.
 QE0302
 QE0302                          STATION RECOVERY (1984)
 QE0302
 QE0302'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984 (DHK)
 QE0302'MARK NOT FOUND.
 QE0302
 QE0302                          STATION RECOVERY (1987)
 QE0302
 QE0302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE0302'THERE HAS BEEN ROAD CONCTRUCTION IN THIS AREA.
 QE0302
 QE0302                          STATION RECOVERY (1989)
 QE0302
 QE0302'RECOVERY NOTE BY US POWER SQUADRON 1989 (JW)
 QE0302'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 DH7210 ***********************************************************************
 DH7210  DESIGNATION -  77S A
 DH7210  PID         -  DH7210
 DH7210  STATE/COUNTY-  OR/LANE
 DH7210  USGS QUAD   -  CRESWELL (1984)
 DH7210
 DH7210                         *CURRENT SURVEY CONTROL
 DH7210  ___________________________________________________________________
 DH7210* NAD 83(1998)-  43 55 49.14563(N)    123 00 21.06844(W)     ADJUSTED  
 DH7210* NAVD 88     -       163.0    (meters)     535.     (feet)  GPS OBS   
 DH7210  ___________________________________________________________________
 DH7210  X           -  -2,506,252.117 (meters)                     COMP
 DH7210  Y           -  -3,858,426.954 (meters)                     COMP
 DH7210  Z           -   4,402,615.762 (meters)                     COMP
 DH7210  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 DH7210  ELLIP HEIGHT-         139.628 (meters)          (12/08/05) ADJUSTED
 DH7210  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 DH7210  HORZ ORDER  -  B
 DH7210  ELLP ORDER  -  FOURTH    CLASS I
 DH7210
 DH7210.The horizontal coordinates were established by GPS observations
 DH7210.and adjusted by the W + H PACIFIC, INCORPORATED in December 2005.
 DH7210
 DH7210.The orthometric height was determined by GPS observations and a
 DH7210.high-resolution geoid model.
 DH7210
 DH7210.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH7210
 DH7210.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH7210
 DH7210.The ellipsoidal height was determined by GPS observations
 DH7210.and is referenced to NAD 83.
 DH7210
 DH7210.The geoid height was determined by GEOID03.
 DH7210
 DH7210;                    North         East     Units Scale Factor Converg.
 DH7210;SPC OR S     -   254,471.420 1,298,813.483   MT  0.99998304   -1 42 51.7
 DH7210;SPC OR S     -   834,879.99  4,261,199.09   iFT  0.99998304   -1 42 51.7
 DH7210;UTM  10      - 4,864,133.504   499,530.245   MT  0.99960000   -0 00 14.6
 DH7210
 DH7210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7210!SPC OR S     -   0.99997811  x   0.99998304  =   0.99996115
 DH7210!UTM  10      -   0.99997811  x   0.99960000  =   0.99957811
 DH7210
 DH7210:                Primary Azimuth Mark                     Grid Az
 DH7210:SPC OR S     -  77S C                                    177 44 17.9
 DH7210:UTM  10      -  77S C                                    176 01 40.8
 DH7210
 DH7210|---------------------------------------------------------------------|
 DH7210| PID    Reference Object                     Distance      Geod. Az  |
 DH7210|                                                           dddmmss.s |
 DH7210| DH7209 77S C                               450.559 METERS 1760126.2 |
 DH7210|---------------------------------------------------------------------|
 DH7210
 DH7210                          SUPERSEDED SURVEY CONTROL
 DH7210
 DH7210.No superseded survey control is available for this station.
 DH7210
 DH7210_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP9953064134(NAD 83)
 DH7210_MARKER: I = METAL ROD
 DH7210_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DH7210_STAMPING: 77S A 2002
 DH7210_MARK LOGO: NGS   
 DH7210_PROJECTION: FLUSH
 DH7210_MAGNETIC: I = MARKER IS A STEEL ROD
 DH7210_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH7210_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH7210+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2002
 DH7210_ROD/PIPE-DEPTH:  3.0 meters
 DH7210_SLEEVE-DEPTH  :  0.2 meters
 DH7210
 DH7210  HISTORY     - Date     Condition        Report By
 DH7210  HISTORY     - 20021210 MONUMENTED       WHPACI
 DH7210
 DH7210                          STATION DESCRIPTION
 DH7210
 DH7210'DESCRIBED BY W + H PACIFIC, INCORPORATED 2002 (SJG)
 DH7210'THE STATION IS LOCATED IN LANE COUNTY, OREGON AT THE CRESWELL AIRPORT.
 DH7210'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 99 AND EAST
 DH7210'OREGON AVENUE, IN  CRESWELL. GO EAST 0.6 MILES TO THE INTERSECTION OF
 DH7210'EMERALD PARKWAY ON THE LEFT.  PROCEED NORTH ON EMERALD PARKWAY TO
 DH7210'INTERSECTION OF MELTON ROAD. TURN LEFT, (WEST)  ON MELTON ROAD AND
 DH7210'FOLLOW ROAD TO ENTRANCE TO THE AIRPORT ON THE RIGHT. THE STATION  IS
 DH7210'LOCATED AT THE AIRPORT, NEAR THE WINSOCK AT MIDFIELD, EAST OF THE
 DH7210'RUNWAY   THE STATION IS A 9/16 IN. STAINLESS STEEL ROD WITH A PUNCH ON
 DH7210'TOP, IN A SLEEVE .25 FT BELOW  THE SURFACE. THE STATION IS IN A PVC
 DH7210'MONUMENT BOX WITH ALUMINUM LOGO CAP WITH A LID,  MARKED 77S A 2002 WH
 DH7210'PACIFIC. THE STATION IS S26W 24.5 FT (7.45M) FROM THE WINDSOCK, EAST
 DH7210'OF  THE RUNWAY AT APPROX. MIDFIELD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 DH7208 ***********************************************************************
 DH7208  DESIGNATION -  77S B
 DH7208  PID         -  DH7208
 DH7208  STATE/COUNTY-  OR/LANE
 DH7208  USGS QUAD   -  CRESWELL (1984)
 DH7208
 DH7208                         *CURRENT SURVEY CONTROL
 DH7208  ___________________________________________________________________
 DH7208* NAD 83(1998)-  43 56 05.89157(N)    123 00 29.72002(W)     ADJUSTED  
 DH7208* NAVD 88     -       164.6    (meters)     540.     (feet)  GPS OBS   
 DH7208  ___________________________________________________________________
 DH7208  X           -  -2,506,219.248 (meters)                     COMP
 DH7208  Y           -  -3,858,022.103 (meters)                     COMP
 DH7208  Z           -   4,402,989.128 (meters)                     COMP
 DH7208  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 DH7208  ELLIP HEIGHT-         141.280 (meters)          (12/08/05) ADJUSTED
 DH7208  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 DH7208  HORZ ORDER  -  FIRST
 DH7208  ELLP ORDER  -  FOURTH    CLASS I
 DH7208
 DH7208.The horizontal coordinates were established by GPS observations
 DH7208.and adjusted by the W + H PACIFIC, INCORPORATED in December 2005.
 DH7208
 DH7208.The orthometric height was determined by GPS observations and a
 DH7208.high-resolution geoid model.
 DH7208
 DH7208.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH7208
 DH7208.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH7208
 DH7208.The ellipsoidal height was determined by GPS observations
 DH7208.and is referenced to NAD 83.
 DH7208
 DH7208.The geoid height was determined by GEOID03.
 DH7208
 DH7208;                    North         East     Units Scale Factor Converg.
 DH7208;SPC OR S     -   254,993.805 1,298,636.072   MT  0.99998412   -1 42 57.7
 DH7208;SPC OR S     -   836,593.85  4,260,617.03   iFT  0.99998412   -1 42 57.7
 DH7208;UTM  10      - 4,864,650.163   499,337.395   MT  0.99960001   -0 00 20.6
 DH7208
 DH7208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7208!SPC OR S     -   0.99997785  x   0.99998412  =   0.99996197
 DH7208!UTM  10      -   0.99997785  x   0.99960001  =   0.99957787
 DH7208
 DH7208:                Primary Azimuth Mark                     Grid Az
 DH7208:SPC OR S     -  77S A                                    161 14 29.7
 DH7208:UTM  10      -  77S A                                    159 31 52.6
 DH7208
 DH7208|---------------------------------------------------------------------|
 DH7208| PID    Reference Object                     Distance      Geod. Az  |
 DH7208|                                                           dddmmss.s |
 DH7208| DH7210 77S A                               APPROX. 0.6 KM 1593132.0 |
 DH7208|---------------------------------------------------------------------|
 DH7208
 DH7208                          SUPERSEDED SURVEY CONTROL
 DH7208
 DH7208.No superseded survey control is available for this station.
 DH7208
 DH7208_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP9933764650(NAD 83)
 DH7208_MARKER: DD = SURVEY DISK
 DH7208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH7208_STAMPING: 77S B 2002
 DH7208_MARK LOGO: NGS   
 DH7208_PROJECTION: RECESSED 8 CENTIMETERS
 DH7208_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH7208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH7208+STABILITY: SURFACE MOTION
 DH7208_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH7208+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2002
 DH7208
 DH7208  HISTORY     - Date     Condition        Report By
 DH7208  HISTORY     - 20021210 MONUMENTED       WHPACI
 DH7208
 DH7208                          STATION DESCRIPTION
 DH7208
 DH7208'DESCRIBED BY W + H PACIFIC, INCORPORATED 2002 (SJG)
 DH7208'THE STATION IS LOCATED IN LANE COUNTY OREGON, AT THE CRESWELL AIRPORT.
 DH7208'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 99 AND EAST
 DH7208'OREGON AVENUE, IN  CRESWELL, GO EAST 0.6 MILES TO THE INTERSECTION OF
 DH7208'EMERALD PARKWAY TO LEFT (NORTH), PROCEED NORTH TO INTERSECTION WITH
 DH7208'MELTON ROAD, TURN LEFT (WEST) ON MELTON ROAD AND  FOLLOW ROAD TO
 DH7208'ENTRANCE TO AIRPORT ON RIGHT. STATION IS LOCATED ON THE AIRFIELD AT
 DH7208'THE  NORTH END OF THE TAXIWAY.   THE STATION IS A 3 IN. BRASS DISK SET
 DH7208'ATOP A 1.2 M CONCRETE POST, RECESSED APPROX. 3 IN. BELOW THE GROUND
 DH7208'SURFACE. THE STATION IS 17.0 FT (5.2M) FROM NORTH EDGE OF PAVEMENT
 DH7208'TAXIWAY, JUST NORTH OF THE NORTHWEST CORNER OF PAVED TAXIWAY. STATION
 DH7208'IS N7W, 159.5 FT  (48.6M) FROM A 3 IN. BONNIVILLE POWER ADMINISTRATION
 DH7208'ALUMINUM DISK IN CONCRETE MARKED  AIRPORT 0.50 FT +/- EAST OF A
 DH7208'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 DH7209 ***********************************************************************
 DH7209  DESIGNATION -  77S C
 DH7209  PID         -  DH7209
 DH7209  STATE/COUNTY-  OR/LANE
 DH7209  USGS QUAD   -  CRESWELL (1984)
 DH7209
 DH7209                         *CURRENT SURVEY CONTROL
 DH7209  ___________________________________________________________________
 DH7209* NAD 83(1998)-  43 55 34.58262(N)    123 00 19.66792(W)     ADJUSTED  
 DH7209* NAVD 88     -       162.7    (meters)     534.     (feet)  GPS OBS   
 DH7209  ___________________________________________________________________
 DH7209  X           -  -2,506,395.695 (meters)                     COMP
 DH7209  Y           -  -3,858,705.349 (meters)                     COMP
 DH7209  Z           -   4,402,291.889 (meters)                     COMP
 DH7209  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 DH7209  ELLIP HEIGHT-         139.411 (meters)          (12/08/05) ADJUSTED
 DH7209  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 DH7209  HORZ ORDER  -  FIRST
 DH7209  ELLP ORDER  -  FOURTH    CLASS I
 DH7209
 DH7209.The horizontal coordinates were established by GPS observations
 DH7209.and adjusted by the W + H PACIFIC, INCORPORATED in December 2005.
 DH7209
 DH7209.The orthometric height was determined by GPS observations and a
 DH7209.high-resolution geoid model.
 DH7209
 DH7209.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH7209
 DH7209.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH7209
 DH7209.The ellipsoidal height was determined by GPS observations
 DH7209.and is referenced to NAD 83.
 DH7209
 DH7209.The geoid height was determined by GEOID03.
 DH7209
 DH7209;                    North         East     Units Scale Factor Converg.
 DH7209;SPC OR S     -   254,021.220 1,298,831.263   MT  0.99998210   -1 42 50.8
 DH7209;SPC OR S     -   833,402.95  4,261,257.42   iFT  0.99998210   -1 42 50.8
 DH7209;UTM  10      - 4,863,684.207   499,561.442   MT  0.99960000   -0 00 13.6
 DH7209
 DH7209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7209!SPC OR S     -   0.99997814  x   0.99998210  =   0.99996024
 DH7209!UTM  10      -   0.99997814  x   0.99960000  =   0.99957815
 DH7209
 DH7209:                Primary Azimuth Mark                     Grid Az
 DH7209:SPC OR S     -  77S A                                    357 44 18.0
 DH7209:UTM  10      -  77S A                                    356 01 40.8
 DH7209
 DH7209|---------------------------------------------------------------------|
 DH7209| PID    Reference Object                     Distance      Geod. Az  |
 DH7209|                                                           dddmmss.s |
 DH7209| DH7210 77S A                               450.559 METERS 3560127.2 |
 DH7209|---------------------------------------------------------------------|
 DH7209
 DH7209                          SUPERSEDED SURVEY CONTROL
 DH7209
 DH7209.No superseded survey control is available for this station.
 DH7209
 DH7209_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP9956163684(NAD 83)
 DH7209_MARKER: DD = SURVEY DISK
 DH7209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH7209_STAMPING: 77S C
 DH7209_MARK LOGO: NGS   
 DH7209_PROJECTION: FLUSH
 DH7209_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH7209_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH7209_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH7209+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2002
 DH7209
 DH7209  HISTORY     - Date     Condition        Report By
 DH7209  HISTORY     - 20021210 MONUMENTED       WHPACI
 DH7209
 DH7209                          STATION DESCRIPTION
 DH7209
 DH7209'DESCRIBED BY W + H PACIFIC, INCORPORATED 2002 (SJG)
 DH7209'THE STATION IS LOCATED IN LANE COUNTY, OREGON, AT THE CRESWELL
 DH7209'AIRPORT.   TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 99
 DH7209'AND EAST OREGON AVENUE, IN  CRESWELL. GO EAST 0.6 MILES TO THE
 DH7209'INTERSECTION OF EMERALD PARKWAY ON THE LEFT.  PROCEED NORTH ON EMERALD
 DH7209'ROAD TOTHE INTERSECTION WITH MELTON ROAD, TURN LEFT (WEST)  ON MELTON
 DH7209'ROAD AND FOLLOW ROAD TO ENTRANCE TO THE AIRPORT ON THE RIGHT. THE
 DH7209'STATION  IS LOCATED ON THE AIRPORT SOUTHEAST OF THE SOUTHEAST CORNER
 DH7209'OF THE RUNWAY.   THE STATION IS A 3 IN. BRASS DISK SET ATOP OF A 1.2 M
 DH7209'CONCRETE POST, SET FLUSH WITH GROUND  SURFACE. 0.50 FT WEST OF A
 DH7209'WITNESS POST. 95.0 FT +/- SOUTH OF THE SOUTH END OF THE RUNWAY.  121.4
 DH7209'FT (37M) EAST OF THE PROJECTED LINE OF THE EAST EDGE OF THE RUNWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0595 ***********************************************************************
 RD0595  DESIGNATION -  78 J 30
 RD0595  PID         -  RD0595
 RD0595  STATE/COUNTY-  OR/COLUMBIA
 RD0595  USGS QUAD   -  DEER ISLAND (1990)
 RD0595
 RD0595                         *CURRENT SURVEY CONTROL
 RD0595  ___________________________________________________________________
 RD0595* NAD 83(1986)-  45 54 13.     (N)    122 49 00.     (W)     SCALED    
 RD0595* NAVD 88     -        24.965  (meters)      81.91   (feet)  POSTED    
 RD0595  ___________________________________________________________________
 RD0595  GEOID HEIGHT-         -22.16  (meters)                     GEOID03
 RD0595  DYNAMIC HT  -          24.970 (meters)      81.92  (feet)  COMP
 RD0595  MODELED GRAV-     980,661.1   (mgal)                       NAVD 88
 RD0595
 RD0595  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 RD0595
 RD0595.The horizontal coordinates were scaled from a topographic map and have
 RD0595.an estimated accuracy of +/- 6 seconds.
 RD0595
 RD0595.The orthometric height was determined by differential leveling
 RD0595.and adjusted by the  in 1992.
 RD0595.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 RD0595.rate of 0.0 thru 1.0 mm/km.
 RD0595
 RD0595.The geoid height was determined by GEOID03.
 RD0595
 RD0595.The dynamic height is computed by dividing the NAVD 88
 RD0595.geopotential number by the normal gravity value computed on the
 RD0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0595.degrees latitude (g = 980.6199 gals.).
 RD0595
 RD0595.The modeled gravity was interpolated from observed gravity values.
 RD0595
 RD0595;                    North         East    Units  Estimated Accuracy
 RD0595;SPC OR N     -   251,160.    2,320,260.      MT  (+/- 180 meters Scaled)
 RD0595
 RD0595                          SUPERSEDED SURVEY CONTROL
 RD0595
 RD0595  NGVD 29 (??/??/92)   23.946  (m)           78.56   (f) ADJ UNCH    1 2
 RD0595
 RD0595.Superseded values are not recommended for survey control.
 RD0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0595.See file dsdata.txt to determine how the superseded data were derived.
 RD0595
 RD0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER142833(NAD 83)
 RD0595_MARKER: P = PIPE CAP
 RD0595_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RD0595_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RD0595_STAMPING: 78 J 30 1898
 RD0595_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0595
 RD0595  HISTORY     - Date     Condition        Report By
 RD0595  HISTORY     - 1898     MONUMENTED       CGS
 RD0595  HISTORY     - 1954     GOOD             USGS
 RD0595  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 RD0595
 RD0595                          STATION DESCRIPTION
 RD0595
 RD0595'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 RD0595'0.8 MI N FROM COLUMBIA CITY.
 RD0595'ABOUT 0.8 MILES NORTH ALONG THE SPOKANE, PORTLAND AND SEATTLE RAILWAY
 RD0595'FROM COLUMBIA CITY, COLUMBIA COUNTY, ABOUT 0.6 MILES SOUTH OF THE
 RD0595'STATION AT WATERVIEW, AT MILEAGE 30.85, ABOUT 120 FEET EAST OF THE
 RD0595'COLUMBIA RIVER HIGHWAY (U.S. 30), 910 FEET SOUTH OF OVERPASS A 31.0,
 RD0595'65 FEET EAST OF THE CORNER LINE OF THE TRACK, 37 FEET WEST OF A COUNTY
 RD0595'ROAD, 18 FEET SOUTH OF A 30 FEET HIGH OAK, AND 4 FEET NORTHEAST OF A
 RD0595'16 IN. FIR.  A U.S. GEOLOGICAL SURVEY STANDARD CAP, STAMPED 78 J 30
 RD0595'1898 AND RIVETED ON THE TOP OF A 3 1/2 IRON PIPE ENCASED IN CONCRETE.
 RD0595
 RD0595                          STATION RECOVERY (1989)
 RD0595
 RD0595'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RD0595'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0009 ***********************************************************************
 NZ0009  DESIGNATION -  79
 NZ0009  PID         -  NZ0009
 NZ0009  STATE/COUNTY-  OR/KLAMATH
 NZ0009  USGS QUAD   -  CRATER LAKE WEST (1985)
 NZ0009
 NZ0009                         *CURRENT SURVEY CONTROL
 NZ0009  ___________________________________________________________________
 NZ0009* NAD 83(1986)-  42 53 31.     (N)    122 08 23.     (W)     SCALED    
 NZ0009* NAVD 88     -      1950.49   (+/-2cm)    6399.2    (feet)  VERTCON   
 NZ0009  ___________________________________________________________________
 NZ0009  GEOID HEIGHT-         -21.72  (meters)                     GEOID03
 NZ0009  VERT ORDER  -  ? (See Below)
 NZ0009
 NZ0009.The horizontal coordinates were scaled from a topographic map and have
 NZ0009.an estimated accuracy of +/- 6 seconds.
 NZ0009
 NZ0009.The NAVD 88 height was computed by applying the VERTCON shift value to
 NZ0009.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NZ0009.The vertical order pertains to the NGVD 29 superseded value.
 NZ0009
 NZ0009.The geoid height was determined by GEOID03.
 NZ0009
 NZ0009;                    North         East    Units  Estimated Accuracy
 NZ0009;SPC OR S     -   137,420.    1,366,080.      MT  (+/- 180 meters Scaled)
 NZ0009
 NZ0009                          SUPERSEDED SURVEY CONTROL
 NZ0009
 NZ0009  NGVD 29 (??/??/92) 1949.056  (m)         6394.53   (f) ADJ UNCH    ?  
 NZ0009
 NZ0009.Superseded values are not recommended for survey control.
 NZ0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0009.See file dsdata.txt to determine how the superseded data were derived.
 NZ0009
 NZ0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN702491(NAD 83)
 NZ0009_MARKER: N = NAIL
 NZ0009_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NZ0009_SP_SET: FIR TREE
 NZ0009_STAMPING: 6394 79
 NZ0009_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0009
 NZ0009  HISTORY     - Date     Condition        Report By
 NZ0009  HISTORY     - UNK      MONUMENTED       USGS
 NZ0009  HISTORY     - 1908     GOOD             USGS
 NZ0009  HISTORY     - 1939     GOOD             NGS
 NZ0009
 NZ0009                          STATION DESCRIPTION
 NZ0009
 NZ0009'DESCRIBED BY US GEOLOGICAL SURVEY 1908
 NZ0009'0.5 MI S FROM GOVERNMENT CAMP.
 NZ0009'0.5 MILE SOUTH ALONG THE ANNIE SPRINGS ROAD FROM THE ADMINISTRATION
 NZ0009'BUILDING AT GOVERNMENT CAMP, KLAMATH COUNTY, 0.3 MILE SOUTH OF A SMALL
 NZ0009'CREEK, 130 FEET WEST OF THE ROAD AT THE POINT WHERE AN ABANDONED ROAD
 NZ0009'TURNS TOWARD THE NORTHWEST, IN THE ROOT OF A 60-INCH FIR TREE WITH A
 NZ0009'TRIANGULAR BLAZE ON THE EAST FACE AND AN ALUMINUM TAG STAMPED 6394 79,
 NZ0009'AND ABOUT 4 FEET BELOW THE BLAZE.  A PYRAMID WITH A NAIL.
 NZ0009
 NZ0009                          STATION RECOVERY (1939)
 NZ0009
 NZ0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939
 NZ0009'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA1100 ***********************************************************************
 RA1100  DESIGNATION -  7905 VA
 RA1100  PID         -  RA1100
 RA1100  STATE/COUNTY-  OR/WALLOWA
 RA1100  USGS QUAD   -  JIM WHITE RIDGE (1993)
 RA1100
 RA1100                         *CURRENT SURVEY CONTROL
 RA1100  ___________________________________________________________________
 RA1100* NAD 83(1991)-  45 19 21.74141(N)    117 30 59.91916(W)     ADJUSTED  
 RA1100* NAVD 88     -      2419.3    (meters)    7937.     (feet)  VERTCON   
 RA1100  ___________________________________________________________________
 RA1100  LAPLACE CORR-          12.20  (seconds)                    DEFLEC99
 RA1100  GEOID HEIGHT-         -15.98  (meters)                     GEOID03
 RA1100  HORZ ORDER  -  THIRD
 RA1100
 RA1100.The horizontal coordinates were established by classical geodetic methods
 RA1100.and adjusted by the National Geodetic Survey in October 1991.
 RA1100
 RA1100.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1100.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1100
 RA1100.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1100
 RA1100.The geoid height was determined by GEOID03.
 RA1100
 RA1100;                    North         East     Units Scale Factor Converg.
 RA1100;SPC OR N     -   188,339.533 2,733,827.027   MT  0.99989818   +2 06 56.7
 RA1100;SPC OR N     -   617,911.85  8,969,248.78   iFT  0.99989818   +2 06 56.7
 RA1100;UTM  11      - 5,018,929.769   459,509.761   MT  0.99962016   -0 22 02.6
 RA1100
 RA1100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1100!SPC OR N     -   0.99962335  x   0.99989818  =   0.99952157
 RA1100!UTM  11      -   0.99962335  x   0.99962016  =   0.99924366
 RA1100
 RA1100:                Primary Azimuth Mark                     Grid Az
 RA1100:SPC OR N     -  GAR                                      325 54 08.3
 RA1100:UTM  11      -  GAR                                      328 23 07.6
 RA1100
 RA1100|---------------------------------------------------------------------|
 RA1100| PID    Reference Object                     Distance      Geod. Az  |
 RA1100|                                                           dddmmss.s |
 RA1100| RA1092 GAR                                 APPROX. 2.3 KM 3280105.0 |
 RA1100|---------------------------------------------------------------------|
 RA1100
 RA1100                          SUPERSEDED SURVEY CONTROL
 RA1100
 RA1100  NAD 83(1986)-  45 19 21.73078(N)    117 30 59.91721(W) AD(       ) 3
 RA1100  NGVD 29 (12/08/88) 2417.9    (m)         7933.     (f) VERT ANG    3  
 RA1100
 RA1100.Superseded values are not recommended for survey control.
 RA1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1100.See file dsdata.txt to determine how the superseded data were derived.
 RA1100
 RA1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML5951018930(NAD 83)
 RA1100_MARKER: DS = TRIANGULATION STATION DISK
 RA1100_SETTING: 66 = SET IN ROCK OUTCROP
 RA1100_SP_SET: SET IN ROCK OUTCROP
 RA1100_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA1100+STABILITY: POSITION/ELEVATION WELL
 RA1100
 RA1100  HISTORY     - Date     Condition        Report By
 RA1100  HISTORY     - 1964     MONUMENTED       USGS
 RA1100
 RA1100                          STATION DESCRIPTION
 RA1100
 RA1100'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 RA1100'LOCATED ABOUT 19 MI NE. OF UNION, ABOUT 14.5 MI E. OF COVE.  ON
 RA1100'EAST SIDE OF MINAM RIVER, AT HEAD OF THREE MILE CREEK, ON SUMMIT
 RA1100'OF BALD MTN.
 RA1100'
 RA1100'REACHED BY HELICOPTER.  THERE IS A GOOD PACK ANIMAL TRAIL ON
 RA1100'SOUTH SIDE OF STATION AND HORSES CAN BE TAKEN TO SUMMIT AND
 RA1100'STATION.
 RA1100'
 RA1100'STATION MARK--STANDARD TABLET STAMPED---VA 7905---, SET IN ROCK
 RA1100'OUTCROP ON SUMMIT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0534 ***********************************************************************
 RB0534  DESIGNATION -  793
 RB0534  PID         -  RB0534
 RB0534  STATE/COUNTY-  OR/UMATILLA
 RB0534  USGS QUAD   -  SERVICE BUTTES (1968)
 RB0534
 RB0534                         *CURRENT SURVEY CONTROL
 RB0534  ___________________________________________________________________
 RB0534* NAD 83(1986)-  45 41 24.     (N)    119 22 21.     (W)     SCALED    
 RB0534* NAVD 88     -       242.858  (meters)     796.78   (feet)  ADJUSTED  
 RB0534  ___________________________________________________________________
 RB0534  GEOID HEIGHT-         -21.62  (meters)                     GEOID03
 RB0534  DYNAMIC HT  -         242.845 (meters)     796.73  (feet)  COMP
 RB0534  MODELED GRAV-     980,554.7   (mgal)                       NAVD 88
 RB0534
 RB0534  VERT ORDER  -  SECOND    CLASS 0
 RB0534
 RB0534.The horizontal coordinates were scaled from a topographic map and have
 RB0534.an estimated accuracy of +/- 6 seconds.
 RB0534
 RB0534.The orthometric height was determined by differential leveling
 RB0534.and adjusted in June 1991.
 RB0534
 RB0534.The geoid height was determined by GEOID03.
 RB0534
 RB0534.The dynamic height is computed by dividing the NAVD 88
 RB0534.geopotential number by the normal gravity value computed on the
 RB0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0534.degrees latitude (g = 980.6199 gals.).
 RB0534
 RB0534.The modeled gravity was interpolated from observed gravity values.
 RB0534
 RB0534;                    North         East    Units  Estimated Accuracy
 RB0534;SPC OR N     -   225,450.    2,587,820.      MT  (+/- 180 meters Scaled)
 RB0534
 RB0534                          SUPERSEDED SURVEY CONTROL
 RB0534
 RB0534  NGVD 29 (??/??/92)  241.836  (m)          793.42   (f) ADJ UNCH    2 0
 RB0534
 RB0534.Superseded values are not recommended for survey control.
 RB0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0534.See file dsdata.txt to determine how the superseded data were derived.
 RB0534
 RB0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL152623(NAD 83)
 RB0534_MARKER: P = PIPE CAP
 RB0534_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RB0534_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RB0534_STAMPING: 793 OREGON
 RB0534_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RB0534
 RB0534  HISTORY     - Date     Condition        Report By
 RB0534  HISTORY     - UNK      MONUMENTED       USGS
 RB0534  HISTORY     - 1959     GOOD             NGS
 RB0534
 RB0534                          STATION DESCRIPTION
 RB0534
 RB0534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RB0534'8.85 MI SW FROM HINKLE.
 RB0534'0.6 MILE WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 RB0534'HINKLE, THENCE 8.25 MILES SOUTHWEST ALONG STATE HIGHWAY 207, 0.4 MILE
 RB0534'SOUTHWEST OF MILE POST 26, AT THE CROSSING OF A POWER LINE, 65 FEET
 RB0534'NORTHWEST OF THE CENTER OF THE JUNCTION OF A GRAVEL ROAD WEST AND A
 RB0534'GRAVEL ROAD NORTH-NORTHWEST, 65 FEET WEST OF THE CENTER LINE OF THE
 RB0534'HIGHWAY, 34 FEET NORTH OF THE CENTER LINE OF THE GRAVEL ROAD WEST, 8
 RB0534'1/2 FEET NORTH OF A FENCE CORNER, 1.7 FEET EAST OF A FENCE, 0.5 FOOT
 RB0534'EAST OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE HIGHWAY, AND
 RB0534'RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.6 FOOT ABOVE THE
 RB0534'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0455 ***********************************************************************
 NZ0455  DESIGNATION -  793
 NZ0455  PID         -  NZ0455
 NZ0455  STATE/COUNTY-  OR/DOUGLAS
 NZ0455  USGS QUAD   -  LIVE OAK MOUNTAIN (1990)
 NZ0455
 NZ0455                         *CURRENT SURVEY CONTROL
 NZ0455  ___________________________________________________________________
 NZ0455* NAD 83(1986)-  42 55 14.     (N)    123 30 32.     (W)     SCALED    
 NZ0455* NAVD 88     -       243.137  (meters)     797.69   (feet)  ADJUSTED  
 NZ0455  ___________________________________________________________________
 NZ0455  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 NZ0455  DYNAMIC HT  -         243.066 (meters)     797.46  (feet)  COMP
 NZ0455  MODELED GRAV-     980,326.0   (mgal)                       NAVD 88
 NZ0455
 NZ0455  VERT ORDER  -  FIRST     CLASS II
 NZ0455
 NZ0455.The horizontal coordinates were scaled from a topographic map and have
 NZ0455.an estimated accuracy of +/- 6 seconds.
 NZ0455
 NZ0455.The orthometric height was determined by differential leveling
 NZ0455.and adjusted in June 1991.
 NZ0455
 NZ0455.The geoid height was determined by GEOID03.
 NZ0455
 NZ0455.The dynamic height is computed by dividing the NAVD 88
 NZ0455.geopotential number by the normal gravity value computed on the
 NZ0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0455.degrees latitude (g = 980.6199 gals.).
 NZ0455
 NZ0455.The modeled gravity was interpolated from observed gravity values.
 NZ0455
 NZ0455;                    North         East    Units  Estimated Accuracy
 NZ0455;SPC OR S     -   143,700.    1,254,410.      MT  (+/- 180 meters Scaled)
 NZ0455
 NZ0455                          SUPERSEDED SURVEY CONTROL
 NZ0455
 NZ0455  NGVD 29 (??/??/92)  242.100  (m)          794.29   (f) ADJ UNCH    1 2
 NZ0455
 NZ0455.Superseded values are not recommended for survey control.
 NZ0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0455.See file dsdata.txt to determine how the superseded data were derived.
 NZ0455
 NZ0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN584521(NAD 83)
 NZ0455_MARKER: P = PIPE CAP
 NZ0455_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NZ0455_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NZ0455_STAMPING: 793 B 1903
 NZ0455_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0455
 NZ0455  HISTORY     - Date     Condition        Report By
 NZ0455  HISTORY     - 1903     MONUMENTED       USGS
 NZ0455  HISTORY     - 1954     GOOD             NGS
 NZ0455
 NZ0455                          STATION DESCRIPTION
 NZ0455
 NZ0455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NZ0455'5.3 MI NE FROM DADS CREEK.
 NZ0455'5.3 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 NZ0455'THE SECTION HOUSE AT DADS CREEK, 0.75 MILE SOUTHWEST OF BYERS SIDING,
 NZ0455'ABOUT 350 FEET NORTHEAST OF SEMAPHORE 534.6, 103.8 FEET SOUTH OF THE
 NZ0455'EAST END OF 2- BY 1-FOOT WOODEN BOX CULVERT 534.77, 16 FEET NORTH OF A
 NZ0455'TELEPHONE POLE WITH A GUY WIRE, 11.9 FEET SOUTHEAST OF THE SOUTHEAST
 NZ0455'RAIL, ABOUT 1 FOOT LOWER THAN THE TRACK, AND RIVETED ON TOP OF A 3
 NZ0455'1/2-INCH IRON PIPE PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0157 ***********************************************************************
 RD0157  DESIGNATION -  797 RESET
 RD0157  PID         -  RD0157
 RD0157  STATE/COUNTY-  OR/CLACKAMAS
 RD0157  USGS QUAD   -  BEDFORD POINT (1997)
 RD0157
 RD0157                         *CURRENT SURVEY CONTROL
 RD0157  ___________________________________________________________________
 RD0157* NAD 83(1986)-  45 11 35.     (N)    122 10 35.     (W)     SCALED    
 RD0157* NAVD 88     -       244.89   (meters)     803.4    (feet)  RESET     
 RD0157  ___________________________________________________________________
 RD0157  GEOID HEIGHT-         -22.05  (meters)                     GEOID03
 RD0157  VERT ORDER  -  THIRD
 RD0157
 RD0157.The horizontal coordinates were scaled from a topographic map and have
 RD0157.an estimated accuracy of +/- 6 seconds.
 RD0157
 RD0157.The orthometric height was computed from unverified reset data.
 RD0157
 RD0157.The geoid height was determined by GEOID03.
 RD0157
 RD0157;                    North         East    Units  Estimated Accuracy
 RD0157;SPC OR N     -   170,980.    2,368,290.      MT  (+/- 180 meters Scaled)
 RD0157
 RD0157                          SUPERSEDED SURVEY CONTROL
 RD0157
 RD0157.No superseded survey control is available for this station.
 RD0157
 RD0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER646047(NAD 83)
 RD0157_MARKER: DB = BENCH MARK DISK
 RD0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0157_STAMPING: 797 USGS RESET 1967
 RD0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0157+STABILITY: SURFACE MOTION
 RD0157
 RD0157  HISTORY     - Date     Condition        Report By
 RD0157  HISTORY     - 1967     MONUMENTED       CGS
 RD0157  HISTORY     - 1972     GOOD             NGS
 RD0157  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 RD0157
 RD0157                          STATION DESCRIPTION
 RD0157
 RD0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 RD0157'12.4 MI SE FROM ESTACADA.
 RD0157'REACHED FROM THE CITY HALL IN ESTACADA GO SOUTHEAST ON STATE HIGHWAYS
 RD0157'211 AND 224 FOR 0.2 MILE TO THEIR JUNCTION, CONTINUE STRAIGHT AHEAD
 RD0157'SOUTHEAST ON STATE HIGHWAY 224 FOR 12.1 MILES TO MILE POST NO. 36,
 RD0157'CONTINUE SOUTHEAST ON STATE HIGHWAY 224 FOR 0.3 MILE TO THE BENCH MARK
 RD0157'ON THE LEFT, 0.15 MILE NORTH OF MOORE CREEK, 120 FEET NORTHEAST OF THE
 RD0157'CENTER OF THE HIGHWAY, 62 FEET SOUTHWEST OF THE EDGE OF THE CLEARING,
 RD0157'30 FEET NORTHEAST OF THE NORTH LEG OF A TRANSMISSION TOWER, 1 FOOT
 RD0157'NORTHWEST OF A METAL WITNESS POST AND 10 FEET ABOVE THE LEVEL OF THE
 RD0157'HIGHWAY.  IT IS A STANDARD DISK SET IN A 12-INCH SQUARE CONCRETE
 RD0157'MONUMENT THAT PROJECTS 4 INCHES.
 RD0157
 RD0157                          STATION RECOVERY (1972)
 RD0157
 RD0157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 RD0157'RECOVERED IN GOOD CONDITION.
 RD0157
 RD0157                          STATION RECOVERY (1989)
 RD0157
 RD0157'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RD0157'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 DH7240 ***********************************************************************
 DH7240  PACS        -  This is a Primary Airport Control Station.
 DH7240  DESIGNATION -  7S5 A
 DH7240  PID         -  DH7240
 DH7240  STATE/COUNTY-  OR/POLK
 DH7240  USGS QUAD   -  MONMOUTH (1986)
 DH7240
 DH7240                         *CURRENT SURVEY CONTROL
 DH7240  ___________________________________________________________________
 DH7240* NAD 83(1998)-  44 52 01.78107(N)    123 11 56.33786(W)     ADJUSTED  
 DH7240* NAVD 88     -        54.76   (meters)     179.7    (feet)  GPS OBS   
 DH7240  ___________________________________________________________________
 DH7240  X           -  -2,479,321.031 (meters)                     COMP
 DH7240  Y           -  -3,788,946.489 (meters)                     COMP
 DH7240  Z           -   4,476,920.458 (meters)                     COMP
 DH7240  LAPLACE CORR-          -6.75  (seconds)                    DEFLEC99
 DH7240  ELLIP HEIGHT-          32.241 (meters)          (12/19/05) ADJUSTED
 DH7240  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 DH7240  HORZ ORDER  -  B
 DH7240  ELLP ORDER  -  FOURTH    CLASS I
 DH7240
 DH7240.This mark is at Independence State Airport  (7S5)
 DH7240
 DH7240.The horizontal coordinates were established by GPS observations
 DH7240.and adjusted by the W + H PACIFIC, INCORPORATED in December 2005.
 DH7240
 DH7240.The orthometric height was determined by GPS observations and a
 DH7240.high-resolution geoid model.
 DH7240
 DH7240.GPS derived orthometric heights for airport stations designated as
 DH7240.PACS or SACS are published to 2 decimal places.  This maintains
 DH7240.centimeter relative accuracy between the PACS and SACS.  It does
 DH7240.not indicate centimeter accuracy relative to other marks which are
 DH7240.part of the NAVD 88 network.
 DH7240
 DH7240.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH7240
 DH7240.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH7240
 DH7240.The ellipsoidal height was determined by GPS observations
 DH7240.and is referenced to NAD 83.
 DH7240
 DH7240.The geoid height was determined by GEOID03.
 DH7240
 DH7240;                    North         East     Units Scale Factor Converg.
 DH7240;SPC OR N     -   136,962.791 2,286,761.816   MT  0.99990836   -1 54 50.7
 DH7240;SPC OR N     -   449,352.99  7,502,499.40   iFT  0.99990836   -1 54 50.7
 DH7240;UTM  10      - 4,968,213.145   484,280.921   MT  0.99960304   -0 08 25.4
 DH7240
 DH7240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7240!SPC OR N     -   0.99999494  x   0.99990836  =   0.99990331
 DH7240!UTM  10      -   0.99999494  x   0.99960304  =   0.99959799
 DH7240
 DH7240:                Primary Azimuth Mark                     Grid Az
 DH7240:SPC OR N     -  7S5 C                                    181 33 01.4
 DH7240:UTM  10      -  7S5 C                                    179 46 36.1
 DH7240
 DH7240|---------------------------------------------------------------------|
 DH7240| PID    Reference Object                     Distance      Geod. Az  |
 DH7240|                                                           dddmmss.s |
 DH7240| DH7239 7S5 C                               478.488 METERS 1793810.7 |
 DH7240|---------------------------------------------------------------------|
 DH7240
 DH7240                          SUPERSEDED SURVEY CONTROL
 DH7240
 DH7240.No superseded survey control is available for this station.
 DH7240
 DH7240_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ8428168213(NAD 83)
 DH7240_MARKER: DH = HORIZONTAL CONTROL DISK
 DH7240_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DH7240_STAMPING: 7S5 A 2002
 DH7240_MARK LOGO: NGS   
 DH7240_PROJECTION: FLUSH
 DH7240_MAGNETIC: I = MARKER IS A STEEL ROD
 DH7240_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH7240_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH7240+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2002
 DH7240_ROD/PIPE-DEPTH:  9.9 meters
 DH7240_SLEEVE-DEPTH  :  1.1 meters
 DH7240
 DH7240  HISTORY     - Date     Condition        Report By
 DH7240  HISTORY     - 20021203 MONUMENTED       WHPACI
 DH7240
 DH7240                          STATION DESCRIPTION
 DH7240
 DH7240'DESCRIBED BY W + H PACIFIC, INCORPORATED 2002 (SJG)
 DH7240'THE STATION IS LOCATED IN POLK COUNTY, OREGON AT THE INDEPENDENCE
 DH7240'AIRPORT   TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 51
 DH7240'(NORTH AND WEST) AND MAIN  STREET IN INDEPENDENCE. GO NORTH ON HIGHWAY
 DH7240'51 FOR .65 MILES TO THE INTERSECTION OF  POLK STREET TURN LEFT (WEST)
 DH7240'ON POLK STREET (BECOMES HOFFMAN ROAD) FOR .55 MILES TO  AIRPORT ROAD.
 DH7240'TURN RIGHT (NORTH) ON AIRPORT ROAD FOR .26 MILES TO PARKING LOT AND
 DH7240'ENTRANCE TO AIRFIELD ON LEFT, GO THROUGH GATE, THE STATION IS AT THE
 DH7240'MIDFIELD WINDSOCK.   THE STATION IS A 9/16 IN. STAINLESS STEEL ROD
 DH7240'WITH PUNCH SET IN A PVC MONUMENT BOX WITH  ALUMINUM LOGO CAP WITH LID.
 DH7240'MARKED 7S5 A 2002 WH PACIFIC. POINT IS LOCATED IN THE  GRAVEL AREA
 DH7240'AROUND THE MIDFIELD (MAIN) WINDSOCK. THE POINT BEARS N 87 W 31.0 FT
 DH7240'(9.5M)  FROM THE WINDSOCK POLE AND 16.5 FT (5.2M) FROM A CONCRETE
 DH7240'SLAB. A WITNESS POST IS .50 FT  WEST FROM POINT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 DH7241 ***********************************************************************
 DH7241  SACS        -  This is a Secondary Airport Control Station.
 DH7241  DESIGNATION -  7S5 B
 DH7241  PID         -  DH7241
 DH7241  STATE/COUNTY-  OR/POLK
 DH7241  USGS QUAD   -  MONMOUTH (1986)
 DH7241
 DH7241                         *CURRENT SURVEY CONTROL
 DH7241  ___________________________________________________________________
 DH7241* NAD 83(1998)-  44 52 17.01256(N)    123 11 56.06490(W)     ADJUSTED  
 DH7241* NAVD 88     -        54.66   (meters)     179.3    (feet)  GPS OBS   
 DH7241  ___________________________________________________________________
 DH7241  X           -  -2,479,134.350 (meters)                     COMP
 DH7241  Y           -  -3,788,672.144 (meters)                     COMP
 DH7241  Z           -   4,477,253.619 (meters)                     COMP
 DH7241  LAPLACE CORR-          -6.79  (seconds)                    DEFLEC99
 DH7241  ELLIP HEIGHT-          32.144 (meters)          (12/19/05) ADJUSTED
 DH7241  GEOID HEIGHT-         -22.51  (meters)                     GEOID03
 DH7241  HORZ ORDER  -  FIRST
 DH7241  ELLP ORDER  -  FOURTH    CLASS I
 DH7241
 DH7241.This mark is at Independence State Airport  (7S5)
 DH7241
 DH7241.The horizontal coordinates were established by GPS observations
 DH7241.and adjusted by the W + H PACIFIC, INCORPORATED in December 2005.
 DH7241
 DH7241.The orthometric height was determined by GPS observations and a
 DH7241.high-resolution geoid model.
 DH7241
 DH7241.GPS derived orthometric heights for airport stations designated as
 DH7241.PACS or SACS are published to 2 decimal places.  This maintains
 DH7241.centimeter relative accuracy between the PACS and SACS.  It does
 DH7241.not indicate centimeter accuracy relative to other marks which are
 DH7241.part of the NAVD 88 network.
 DH7241
 DH7241.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH7241
 DH7241.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH7241
 DH7241.The ellipsoidal height was determined by GPS observations
 DH7241.and is referenced to NAD 83.
 DH7241
 DH7241.The geoid height was determined by GEOID03.
 DH7241
 DH7241;                    North         East     Units Scale Factor Converg.
 DH7241;SPC OR N     -   137,432.470 2,286,783.507   MT  0.99990798   -1 54 50.5
 DH7241;SPC OR N     -   450,893.93  7,502,570.56   iFT  0.99990798   -1 54 50.5
 DH7241;UTM  10      - 4,968,683.126   484,288.061   MT  0.99960304   -0 08 25.2
 DH7241
 DH7241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7241!SPC OR N     -   0.99999496  x   0.99990798  =   0.99990294
 DH7241!UTM  10      -   0.99999496  x   0.99960304  =   0.99959800
 DH7241
 DH7241:                Primary Azimuth Mark                     Grid Az
 DH7241:SPC OR N     -  7S5 A                                    182 38 39.0
 DH7241:UTM  10      -  7S5 A                                    180 52 13.7
 DH7241
 DH7241|---------------------------------------------------------------------|
 DH7241| PID    Reference Object                     Distance      Geod. Az  |
 DH7241|                                                           dddmmss.s |
 DH7241| DH7240 7S5 A                               470.223 METERS 1804348.5 |
 DH7241|---------------------------------------------------------------------|
 DH7241
 DH7241                          SUPERSEDED SURVEY CONTROL
 DH7241
 DH7241.No superseded survey control is available for this station.
 DH7241
 DH7241_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ8428868683(NAD 83)
 DH7241_MARKER: DD = SURVEY DISK
 DH7241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH7241_STAMPING: 7S5 B 2002
 DH7241_MARK LOGO: NGS   
 DH7241_PROJECTION: FLUSH
 DH7241_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH7241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH7241+STABILITY: SURFACE MOTION
 DH7241_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH7241+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2002
 DH7241
 DH7241  HISTORY     - Date     Condition        Report By
 DH7241  HISTORY     - 20021202 MONUMENTED       WHPACI
 DH7241
 DH7241                          STATION DESCRIPTION
 DH7241
 DH7241'DESCRIBED BY W + H PACIFIC, INCORPORATED 2002 (SJG)
 DH7241'THE STATION IS LOCATED IN POLK COUNTY, OREGON AT THE INDEPENDENCE
 DH7241'AIRPORT.   TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 51
 DH7241'(NORTH AND SOUTH) AND MAIN  ST. IN  INDEPENDENCE. GO NORTH ON HIGHWAY
 DH7241'51 FOR .65 MILES TO THE INTERSECTION OF POLK STREET.  TURN LEFT (WEST)
 DH7241'ON POLK STREET (BECOMES HOFFMAN ROAD) FOR .55 MILES TO AIRPORT ROAD ON
 DH7241'RIGHT. TURN RIGHT (NORTH) AND GO .26 MILES TO THE PARKING LOT AND
 DH7241'ENTRANCE TO AIRFIELD ON  THE LEFT. POINT IS AT THE NORTHWEST CORNER OF
 DH7241'THE AIRFIELD.   THE STATION IS A 3 IN. BRASS DISK SET ATOP OF A
 DH7241'CONCRETE POST, SET FLUSH WITH THE GROUND.  STATION IS MARKED 7S5 B
 DH7241'2002. POINT IS LOCATED AT THE NORTH END OF THE RUNWAY AND IS  WEST OF
 DH7241'THE END. FROM THE NORTHWEST CORNER OF RUNWAY GO 45.5 FEET (13.8M)
 DH7241'NORTH AND  117.0 FEET (35.6M) WEST TO POINT. A WITNESS POST IS .50
 DH7241'FEET WEST OF POINT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 DH7239 ***********************************************************************
 DH7239  SACS        -  This is a Secondary Airport Control Station.
 DH7239  DESIGNATION -  7S5 C
 DH7239  PID         -  DH7239
 DH7239  STATE/COUNTY-  OR/POLK
 DH7239  USGS QUAD   -  MONMOUTH (1986)
 DH7239
 DH7239                         *CURRENT SURVEY CONTROL
 DH7239  ___________________________________________________________________
 DH7239* NAD 83(1998)-  44 51 46.28090(N)    123 11 56.19951(W)     ADJUSTED  
 DH7239* NAVD 88     -        54.55   (meters)     179.0    (feet)  GPS OBS   
 DH7239  ___________________________________________________________________
 DH7239  X           -  -2,479,503.226 (meters)                     COMP
 DH7239  Y           -  -3,789,230.471 (meters)                     COMP
 DH7239  Z           -   4,476,581.177 (meters)                     COMP
 DH7239  LAPLACE CORR-          -6.72  (seconds)                    DEFLEC99
 DH7239  ELLIP HEIGHT-          32.031 (meters)          (12/19/05) ADJUSTED
 DH7239  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 DH7239  HORZ ORDER  -  FIRST
 DH7239  ELLP ORDER  -  FOURTH    CLASS I
 DH7239
 DH7239.This mark is at Independence State Airport  (7S5)
 DH7239
 DH7239.The horizontal coordinates were established by GPS observations
 DH7239.and adjusted by the W + H PACIFIC, INCORPORATED in December 2005.
 DH7239
 DH7239.The orthometric height was determined by GPS observations and a
 DH7239.high-resolution geoid model.
 DH7239
 DH7239.GPS derived orthometric heights for airport stations designated as
 DH7239.PACS or SACS are published to 2 decimal places.  This maintains
 DH7239.centimeter relative accuracy between the PACS and SACS.  It does
 DH7239.not indicate centimeter accuracy relative to other marks which are
 DH7239.part of the NAVD 88 network.
 DH7239
 DH7239.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH7239
 DH7239.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH7239
 DH7239.The ellipsoidal height was determined by GPS observations
 DH7239.and is referenced to NAD 83.
 DH7239
 DH7239.The geoid height was determined by GEOID03.
 DH7239
 DH7239;                    North         East     Units Scale Factor Converg.
 DH7239;SPC OR N     -   136,484.523 2,286,748.871   MT  0.99990876   -1 54 50.6
 DH7239;SPC OR N     -   447,783.87  7,502,456.93   iFT  0.99990876   -1 54 50.6
 DH7239;UTM  10      - 4,967,734.851   484,282.785   MT  0.99960304   -0 08 25.2
 DH7239
 DH7239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7239!SPC OR N     -   0.99999498  x   0.99990876  =   0.99990374
 DH7239!UTM  10      -   0.99999498  x   0.99960304  =   0.99959802
 DH7239
 DH7239:                Primary Azimuth Mark                     Grid Az
 DH7239:SPC OR N     -  7S5 A                                    001 33 01.4
 DH7239:UTM  10      -  7S5 A                                    359 46 36.0
 DH7239
 DH7239|---------------------------------------------------------------------|
 DH7239| PID    Reference Object                     Distance      Geod. Az  |
 DH7239|                                                           dddmmss.s |
 DH7239| DH7240 7S5 A                               478.488 METERS 3593810.8 |
 DH7239|---------------------------------------------------------------------|
 DH7239
 DH7239                          SUPERSEDED SURVEY CONTROL
 DH7239
 DH7239.No superseded survey control is available for this station.
 DH7239
 DH7239_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ8428367735(NAD 83)
 DH7239_MARKER: DD = SURVEY DISK
 DH7239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH7239_STAMPING: 7S5 C 2002
 DH7239_MARK LOGO: NGS   
 DH7239_PROJECTION: FLUSH
 DH7239_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH7239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH7239+STABILITY: SURFACE MOTION
 DH7239_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH7239+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2002
 DH7239
 DH7239  HISTORY     - Date     Condition        Report By
 DH7239  HISTORY     - 20021202 MONUMENTED       WHPACI
 DH7239
 DH7239                          STATION DESCRIPTION
 DH7239
 DH7239'DESCRIBED BY W + H PACIFIC, INCORPORATED 2002 (SJG)
 DH7239'THE STATION IS LOCATED IN POLK COUNTY OREGON AT THE INDEPENDENCE
 DH7239'AIRPORT.   TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY
 DH7239'51(NORTH AND WEST) AND MAIN  STREET IN INDEPENDENCE. GO NORTH ON
 DH7239'HIGHWAY 51 FOR .65 MILES TO THE INTERSECTION OF  POLK STREET. TURN
 DH7239'LEFT (WEST) ON POLK STREET (BECOMES HOFFMAN ROAD) FOR .55 MILES TO
 DH7239'AIRPORT ROAD, GO .26 MILES TO PERKING AREA AND ENTRANCE TO AIRFIELD ON
 DH7239'LEFT. POINT IS IN  SOUTHWEST CORNER OF THE AIRFIELD.   THE STATION IS
 DH7239'A 3 IN. BRASS DISK SET ATOP OF A CONCRETE POST SET FLUSH WITH GROUND.
 DH7239'THE  STATION IS MARKED 7S5 C 2002. POINT IS LOCATED EAST OF THE TOP OF
 DH7239'BANK 31.2 FT (9.5M) AND  171.0 FT (52.1M) N 65 W FROM THE SOUTHWEST
 DH7239'CORNER OF THE RUNWAY. A WITNESS POST IS SET  .50 MILES WEST OF THE
 DH7239'POINT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0258 ***********************************************************************
 PB0258  DESIGNATION -  8
 PB0258  PID         -  PB0258
 PB0258  STATE/COUNTY-  OR/KLAMATH
 PB0258  USGS QUAD   -  GRASS WELL (1982)
 PB0258
 PB0258                         *CURRENT SURVEY CONTROL
 PB0258  ___________________________________________________________________
 PB0258* NAD 83(1986)-  43 28 04.     (N)    121 23 32.     (W)     SCALED    
 PB0258* NAVD 88     -      1435.264  (meters)    4708.86   (feet)  ADJUSTED  
 PB0258  ___________________________________________________________________
 PB0258  GEOID HEIGHT-         -20.90  (meters)                     GEOID03
 PB0258  DYNAMIC HT  -        1434.513 (meters)    4706.40  (feet)  COMP
 PB0258  MODELED GRAV-     980,046.1   (mgal)                       NAVD 88
 PB0258
 PB0258  VERT ORDER  -  SECOND    CLASS 0
 PB0258
 PB0258.The horizontal coordinates were scaled from a topographic map and have
 PB0258.an estimated accuracy of +/- 6 seconds.
 PB0258
 PB0258.The orthometric height was determined by differential leveling
 PB0258.and adjusted in June 1991.
 PB0258
 PB0258.The geoid height was determined by GEOID03.
 PB0258
 PB0258.The dynamic height is computed by dividing the NAVD 88
 PB0258.geopotential number by the normal gravity value computed on the
 PB0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0258.degrees latitude (g = 980.6199 gals.).
 PB0258
 PB0258.The modeled gravity was interpolated from observed gravity values.
 PB0258
 PB0258;                    North         East    Units  Estimated Accuracy
 PB0258;SPC OR S     -   200,460.    1,427,810.      MT  (+/- 180 meters Scaled)
 PB0258
 PB0258                          SUPERSEDED SURVEY CONTROL
 PB0258
 PB0258  NGVD 29 (??/??/92) 1433.994  (m)         4704.70   (f) ADJ UNCH    2 0
 PB0258
 PB0258.Superseded values are not recommended for survey control.
 PB0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0258.See file dsdata.txt to determine how the superseded data were derived.
 PB0258
 PB0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP300140(NAD 83)
 PB0258_MARKER: DD = SURVEY DISK
 PB0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0258_STAMPING: 4704 8 1929
 PB0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0258+STABILITY: SURFACE MOTION
 PB0258
 PB0258  HISTORY     - Date     Condition        Report By
 PB0258  HISTORY     - 1929     MONUMENTED       BPR
 PB0258  HISTORY     - 1931     GOOD             NGS
 PB0258  HISTORY     - 1981     GOOD             USGS
 PB0258  HISTORY     - 19860916 GOOD             USPSQD
 PB0258
 PB0258                          STATION DESCRIPTION
 PB0258
 PB0258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 PB0258'16.6 MI SE FROM LAPINE.
 PB0258'IN KLAMATH COUNTY, ABOUT 16.6 MILES SOUTHEAST ALONG THE FREMONT
 PB0258'HIGHWAY (OREGON 31) FROM LAPINE, DESCHUTES COUNTY, AT A CURVE, AND 36
 PB0258'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY.  A UNITED STATES
 PB0258'BUREAU OF PUBLIC ROADS STANDARD DISK, STAMPED 4704 8 1929 AND SET IN
 PB0258'THE TOP OF A CONCRETE POST.
 PB0258
 PB0258                          STATION RECOVERY (1981)
 PB0258
 PB0258'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 PB0258'TOPSY, 4 MI E OF FROM EAST END OF SPENCER BRIDGE (5.8 MILES WEST OF
 PB0258'KENO): GO SOUTH ON DIRT ROAD PARALLELING KLAMATH RIVER, 4.4 MILES TO
 PB0258'T-ROAD EAST. BM IS 50 FEET WEST OF NORTH BRANCH OF INTERSECTION. MARK
 PB0258'IS ABSCURED IN DENSE BRUSH AND DEAD FALL. A USGS AL TABLET STAMPED 8
 PB0258'USBR 1905, SET IN A BOULDER FLUSH WITH GROUND.
 PB0258
 PB0258                          STATION RECOVERY (1986)
 PB0258
 PB0258'RECOVERY NOTE BY US POWER SQUADRON 1986 (RCC)
 PB0258'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0280 ***********************************************************************
 NZ0280  DESIGNATION -  8
 NZ0280  PID         -  NZ0280
 NZ0280  STATE/COUNTY-  OR/JACKSON
 NZ0280  USGS QUAD   -  TRAIL (1983)
 NZ0280
 NZ0280                         *CURRENT SURVEY CONTROL
 NZ0280  ___________________________________________________________________
 NZ0280* NAD 83(1986)-  42 43 58.     (N)    122 51 55.     (W)     SCALED    
 NZ0280* NAVD 88     -       785.225  (meters)    2576.19   (feet)  ADJUSTED  
 NZ0280  ___________________________________________________________________
 NZ0280  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 NZ0280  DYNAMIC HT  -         784.922 (meters)    2575.20  (feet)  COMP
 NZ0280  MODELED GRAV-     980,208.5   (mgal)                       NAVD 88
 NZ0280
 NZ0280  VERT ORDER  -  SECOND    CLASS 0
 NZ0280
 NZ0280.The horizontal coordinates were scaled from a topographic map and have
 NZ0280.an estimated accuracy of +/- 6 seconds.
 NZ0280
 NZ0280.The orthometric height was determined by differential leveling
 NZ0280.and adjusted in June 1991.
 NZ0280
 NZ0280.The geoid height was determined by GEOID03.
 NZ0280
 NZ0280.The dynamic height is computed by dividing the NAVD 88
 NZ0280.geopotential number by the normal gravity value computed on the
 NZ0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0280.degrees latitude (g = 980.6199 gals.).
 NZ0280
 NZ0280.The modeled gravity was interpolated from observed gravity values.
 NZ0280
 NZ0280;                    North         East    Units  Estimated Accuracy
 NZ0280;SPC OR S     -   121,160.    1,306,340.      MT  (+/- 180 meters Scaled)
 NZ0280
 NZ0280                          SUPERSEDED SURVEY CONTROL
 NZ0280
 NZ0280  NGVD 29 (??/??/92)  784.165  (m)         2572.71   (f) ADJ UNCH    2 0
 NZ0280
 NZ0280.Superseded values are not recommended for survey control.
 NZ0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0280.See file dsdata.txt to determine how the superseded data were derived.
 NZ0280
 NZ0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN110311(NAD 83)
 NZ0280_MARKER: DD = SURVEY DISK
 NZ0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ0280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NZ0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0280+STABILITY: SURFACE MOTION
 NZ0280
 NZ0280  HISTORY     - Date     Condition        Report By
 NZ0280  HISTORY     - UNK      MONUMENTED       BPR
 NZ0280  HISTORY     - 1949     GOOD             NGS
 NZ0280  HISTORY     - 1960     GOOD             NGS
 NZ0280
 NZ0280                          STATION DESCRIPTION
 NZ0280
 NZ0280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 NZ0280'3.3 MI S FROM DIVIDE G S.
 NZ0280'3.3 MILES SOUTH ALONG STATE HIGHWAY 227 FROM DIVIDE GUARD STATION, AT
 NZ0280'THE SOUTH END OF A CUT, AT THE NORTH END OF A FILL, 37 FEET WEST OF
 NZ0280'THE CENTER LINE OF THE HIGHWAY, 2.7 FEET EAST OF A WITNESS POST, ABOUT
 NZ0280'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 NZ0280'PROJECTING 0.6 FOOT ABOVE THE GROUND.
 NZ0280
 NZ0280                          STATION RECOVERY (1960)
 NZ0280
 NZ0280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 NZ0280'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3591 ***********************************************************************
 RD3591  DESIGNATION -  8
 RD3591  PID         -  RD3591
 RD3591  STATE/COUNTY-  OR/MULTNOMAH
 RD3591  USGS QUAD   -  SAUVIE ISLAND (1990)
 RD3591
 RD3591                         *CURRENT SURVEY CONTROL
 RD3591  ___________________________________________________________________
 RD3591* NAD 83(1991)-  45 38 51.47937(N)    122 46 20.39440(W)     ADJUSTED  
 RD3591* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 RD3591  ___________________________________________________________________
 RD3591  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 RD3591  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 RD3591  HORZ ORDER  -  THIRD
 RD3591
 RD3591.The horizontal coordinates were established by classical geodetic methods
 RD3591.and adjusted by the National Geodetic Survey in October 1991.
 RD3591
 RD3591.The orthometric height was scaled from a topographic map.
 RD3591
 RD3591.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3591
 RD3591.The geoid height was determined by GEOID03.
 RD3591
 RD3591;                    North         East     Units Scale Factor Converg.
 RD3591;SPC OR N     -   222,622.138 2,322,899.525   MT  0.99992950   -1 36 41.4
 RD3591;SPC OR N     -   730,387.59  7,621,061.43   iFT  0.99992950   -1 36 41.4
 RD3591;SPC WA S     -    37,486.553   322,879.815   MT  1.00004726   -1 39 02.2
 RD3591;SPC WA S     -   122,987.13  1,059,314.86   sFT  1.00004726   -1 39 02.2
 RD3591;UTM  10      - 5,054,923.535   517,740.445   MT  0.99960387   +0 09 46.1
 RD3591
 RD3591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3591!SPC OR N     -   1.00000341  x   0.99992950  =   0.99993291
 RD3591!SPC WA S     -   1.00000341  x   1.00004726  =   1.00005067
 RD3591!UTM  10      -   1.00000341  x   0.99960387  =   0.99960728
 RD3591
 RD3591:                Primary Azimuth Mark                     Grid Az
 RD3591:SPC OR N     -  6                                        029 32 18.1
 RD3591:SPC WA S     -  6                                        029 34 38.9
 RD3591:UTM  10      -  6                                        027 45 50.6
 RD3591
 RD3591|---------------------------------------------------------------------|
 RD3591| PID    Reference Object                     Distance      Geod. Az  |
 RD3591|                                                           dddmmss.s |
 RD3591| RD3576 6                                   472.918 METERS 0275536.7 |
 RD3591| RD3577 9                                   APPROX. 0.5 KM 1413002.8 |
 RD3591| RD3594 10                                  357.800 METERS 21645     |
 RD3591|---------------------------------------------------------------------|
 RD3591
 RD3591                          SUPERSEDED SURVEY CONTROL
 RD3591
 RD3591  NAD 83(1986)-  45 38 51.49851(N)    122 46 20.39587(W) AD(       ) 3
 RD3591  NAD 27      -  45 38 52.07700(N)    122 46 16.03300(W) AD(       ) 3
 RD3591
 RD3591.Superseded values are not recommended for survey control.
 RD3591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3591.See file dsdata.txt to determine how the superseded data were derived.
 RD3591
 RD3591_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1774054924(NAD 83)
 RD3591
 RD3591  HISTORY     - Date     Condition        Report By
 RD3591  HISTORY     - 1899     MONUMENTED       USE
 RD3591  HISTORY     - 1960     SEE DESCRIPTION  CGS
 RD3591  HISTORY     - 19940423 MARK NOT FOUND   USPSQD
 RD3591
 RD3591                          STATION DESCRIPTION
 RD3591
 RD3591'DESCRIBED BY US ENGINEERS 1899
 RD3591'THE STATION IS MARKED BY A PIPE SET IN THE CENTER OF A SQUARE
 RD3591'BLOCK OF CONCRETE.  THE TOP OF THE BLOCK IS SMOOTHED OFF AND
 RD3591'BEARS THE LETTERS U.S.E., ONE LETTER IN EACH OF THREE CORNERS.  IN
 RD3591'THE FOURTH CORNER IS THE NUMBER BY WHICH THE STATION IS KNOWN.
 RD3591
 RD3591                          STATION RECOVERY (1960)
 RD3591
 RD3591'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ANS)
 RD3591'STATION WAS MARKED BY A PIPE SET IN CONCRETE.  THIS STATION
 RD3591'SHOULD BE CONSIDERED LOST BY THE CONSTRUCTION OF THE LEVEE IN
 RD3591'THAT AREA.
 RD3591'
 RD3591'THERE IS NOW A U.S.E. TRIANGULATION STATION NEAR THIS LOCATION,
 RD3591'THAT WAS ESTABLISHED IN 1941.
 RD3591
 RD3591                          STATION RECOVERY (1994)
 RD3591
 RD3591'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD3591'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0099 ***********************************************************************
 PC0099  DESIGNATION -  8 7
 PC0099  PID         -  PC0099
 PC0099  STATE/COUNTY-  OR/DOUGLAS
 PC0099  USGS QUAD   -  PUMICE DESERT EAST (1985)
 PC0099
 PC0099                         *CURRENT SURVEY CONTROL
 PC0099  ___________________________________________________________________
 PC0099* NAD 83(1986)-  43 03 19.     (N)    122 07 21.     (W)     SCALED    
 PC0099* NAVD 88     -      1836.930  (meters)    6026.66   (feet)  ADJUSTED  
 PC0099  ___________________________________________________________________
 PC0099  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 PC0099  DYNAMIC HT  -        1835.793 (meters)    6022.93  (feet)  COMP
 PC0099  MODELED GRAV-     979,934.8   (mgal)                       NAVD 88
 PC0099
 PC0099  VERT ORDER  -  FIRST     CLASS II
 PC0099
 PC0099.The horizontal coordinates were scaled from a topographic map and have
 PC0099.an estimated accuracy of +/- 6 seconds.
 PC0099
 PC0099.The orthometric height was determined by differential leveling
 PC0099.and adjusted in June 1991.
 PC0099
 PC0099.The geoid height was determined by GEOID03.
 PC0099
 PC0099.The dynamic height is computed by dividing the NAVD 88
 PC0099.geopotential number by the normal gravity value computed on the
 PC0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0099.degrees latitude (g = 980.6199 gals.).
 PC0099
 PC0099.The modeled gravity was interpolated from observed gravity values.
 PC0099
 PC0099;                    North         East    Units  Estimated Accuracy
 PC0099;SPC OR S     -   155,530.    1,367,840.      MT  (+/- 180 meters Scaled)
 PC0099
 PC0099                          SUPERSEDED SURVEY CONTROL
 PC0099
 PC0099  NGVD 29 (??/??/92) 1835.561  (m)         6022.17   (f) ADJ UNCH    1 2
 PC0099
 PC0099.Superseded values are not recommended for survey control.
 PC0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0099.See file dsdata.txt to determine how the superseded data were derived.
 PC0099
 PC0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN714673(NAD 83)
 PC0099_MARKER: DD = SURVEY DISK
 PC0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PC0099_STAMPING: 8-7 6022 1937
 PC0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0099+STABILITY: SURFACE MOTION
 PC0099
 PC0099  HISTORY     - Date     Condition        Report By
 PC0099  HISTORY     - 1937     MONUMENTED       BPR
 PC0099  HISTORY     - 1941     GOOD             NGS
 PC0099
 PC0099                          STATION DESCRIPTION
 PC0099
 PC0099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 PC0099'9.1 MI SE FROM DIAMOND LAKE.
 PC0099'ALONG THE HIGHWAY LEADING TO CRATER LAKE, 0.8 MILE SOUTH OF THE NORTH
 PC0099'ENTRANCE TO CRATER LAKE NATIONAL PARK, AT THE NORTH END OF A CURVE, 36
 PC0099'FEET WEST OF CENTER OF ROAD, 3 FEET BELOW ROAD LEVEL, WITNESS POST
 PC0099'MARKED USBM.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0097 ***********************************************************************
 PC0097  DESIGNATION -  8 8
 PC0097  PID         -  PC0097
 PC0097  STATE/COUNTY-  OR/DOUGLAS
 PC0097  USGS QUAD   -  PUMICE DESERT EAST (1985)
 PC0097
 PC0097                         *CURRENT SURVEY CONTROL
 PC0097  ___________________________________________________________________
 PC0097* NAD 83(1986)-  43 04 01.     (N)    122 07 11.     (W)     SCALED    
 PC0097* NAVD 88     -      1827.553  (meters)    5995.90   (feet)  ADJUSTED  
 PC0097  ___________________________________________________________________
 PC0097  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 PC0097  DYNAMIC HT  -        1826.426 (meters)    5992.20  (feet)  COMP
 PC0097  MODELED GRAV-     979,937.7   (mgal)                       NAVD 88
 PC0097
 PC0097  VERT ORDER  -  FIRST     CLASS II
 PC0097
 PC0097.The horizontal coordinates were scaled from a topographic map and have
 PC0097.an estimated accuracy of +/- 6 seconds.
 PC0097
 PC0097.The orthometric height was determined by differential leveling
 PC0097.and adjusted in June 1991.
 PC0097
 PC0097.The geoid height was determined by GEOID03.
 PC0097
 PC0097.The dynamic height is computed by dividing the NAVD 88
 PC0097.geopotential number by the normal gravity value computed on the
 PC0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0097.degrees latitude (g = 980.6199 gals.).
 PC0097
 PC0097.The modeled gravity was interpolated from observed gravity values.
 PC0097
 PC0097;                    North         East    Units  Estimated Accuracy
 PC0097;SPC OR S     -   156,820.    1,368,090.      MT  (+/- 180 meters Scaled)
 PC0097
 PC0097                          SUPERSEDED SURVEY CONTROL
 PC0097
 PC0097  NGVD 29 (??/??/92) 1826.185  (m)         5991.41   (f) ADJ UNCH    1 2
 PC0097
 PC0097.Superseded values are not recommended for survey control.
 PC0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0097.See file dsdata.txt to determine how the superseded data were derived.
 PC0097
 PC0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN716686(NAD 83)
 PC0097_MARKER: DD = SURVEY DISK
 PC0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PC0097_STAMPING: 8-8 1937 5991
 PC0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0097+STABILITY: SURFACE MOTION
 PC0097
 PC0097  HISTORY     - Date     Condition        Report By
 PC0097  HISTORY     - 1937     MONUMENTED       BPR
 PC0097  HISTORY     - 1941     GOOD             NGS
 PC0097
 PC0097                          STATION DESCRIPTION
 PC0097
 PC0097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 PC0097'8.0 MI SE FROM DIAMOND LAKE.
 PC0097'AT THE NORTH ENTRANCE TO CRATER LAKE NATIONAL PARK, 1.5 MILES SOUTH OF
 PC0097'THE JUNCTION WITH STATE HIGHWAY 230, IN THE NORTHEAST CORNER OF
 PC0097'MASONRY MONUMENT, 22 FEET WEST OF CENTER OF ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0612 ***********************************************************************
 NW0612  DESIGNATION -  8 BKC
 NW0612  PID         -  NW0612
 NW0612  STATE/COUNTY-  OR/MALHEUR
 NW0612  USGS QUAD   -  SKULL CREEK (1980)
 NW0612
 NW0612                         *CURRENT SURVEY CONTROL
 NW0612  ___________________________________________________________________
 NW0612* NAD 83(1986)-  42 41 03.     (N)    117 18 44.     (W)     SCALED    
 NW0612* NAVD 88     -      1396.408  (meters)    4581.38   (feet)  ADJUSTED  
 NW0612  ___________________________________________________________________
 NW0612  GEOID HEIGHT-         -17.53  (meters)                     GEOID03
 NW0612  DYNAMIC HT  -        1395.596 (meters)    4578.72  (feet)  COMP
 NW0612  MODELED GRAV-     979,990.7   (mgal)                       NAVD 88
 NW0612
 NW0612  VERT ORDER  -  SECOND    CLASS 0
 NW0612
 NW0612.The horizontal coordinates were scaled from a topographic map and have
 NW0612.an estimated accuracy of +/- 6 seconds.
 NW0612
 NW0612.The orthometric height was determined by differential leveling
 NW0612.and adjusted in August 1995.
 NW0612
 NW0612.The geoid height was determined by GEOID03.
 NW0612
 NW0612.The dynamic height is computed by dividing the NAVD 88
 NW0612.geopotential number by the normal gravity value computed on the
 NW0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0612.degrees latitude (g = 980.6199 gals.).
 NW0612
 NW0612.The modeled gravity was interpolated from observed gravity values.
 NW0612
 NW0612;                    North         East    Units  Estimated Accuracy
 NW0612;SPC OR S     -   118,000.    1,761,180.      MT  (+/- 180 meters Scaled)
 NW0612
 NW0612                          SUPERSEDED SURVEY CONTROL
 NW0612
 NW0612.No superseded survey control is available for this station.
 NW0612
 NW0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH744257(NAD 83)
 NW0612_MARKER: DB = BENCH MARK DISK
 NW0612_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0612_SP_SET: COPPER-CLAD STEEL ROD
 NW0612_STAMPING: 8 BKC 1973 4578
 NW0612_MARK LOGO: USGS  
 NW0612_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0612_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0612_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0612+SATELLITE: SATELLITE OBSERVATIONS - 1973
 NW0612
 NW0612  HISTORY     - Date     Condition        Report By
 NW0612  HISTORY     - 1973     MONUMENTED       USGS
 NW0612
 NW0612                          STATION DESCRIPTION
 NW0612
 NW0612'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 NW0612'FROM ROME, OREGON PROCEED 22.4 MILES SOUTH AND SOUTHEAST ALONG A
 NW0612'TRACK ROAD, AT A POINT WHERE THE ROAD ANGLES TO THE SOUTHEAST AWAY
 NW0612'FROM A FENCELINE, 49 FEET WEST OF THE CENTERLINE OF THE ROAD, IN LINE
 NW0612'WITH THE FENCE, SET ON A 5/8-INCH COPPER-COATED ROD DRIVEN TO REFUSAL
 NW0612'(ROD DEPTH UNKNOWN), WITH THE TOP ENCASED IN A 6-INCH DRAINPIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1355 ***********************************************************************
 QE1355  DESIGNATION -  8 E
 QE1355  PID         -  QE1355
 QE1355  STATE/COUNTY-  OR/LINCOLN
 QE1355  USGS QUAD   -  WALDPORT (1984)
 QE1355
 QE1355                         *CURRENT SURVEY CONTROL
 QE1355  ___________________________________________________________________
 QE1355* NAD 83(1986)-  44 29 13.     (N)    124 04 55.     (W)     SCALED    
 QE1355* NAVD 88     -        19.926  (meters)      65.37   (feet)  ADJUSTED  
 QE1355  ___________________________________________________________________
 QE1355  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 QE1355  DYNAMIC HT  -          19.925 (meters)      65.37  (feet)  COMP
 QE1355  MODELED GRAV-     980,570.0   (mgal)                       NAVD 88
 QE1355
 QE1355  VERT ORDER  -  FIRST     CLASS II
 QE1355
 QE1355.The horizontal coordinates were scaled from a topographic map and have
 QE1355.an estimated accuracy of +/- 6 seconds.
 QE1355
 QE1355.The orthometric height was determined by differential leveling
 QE1355.and adjusted in June 1991.
 QE1355.WARNING-Repeat measurements at this control monument indicate possible
 QE1355.vertical movement.
 QE1355
 QE1355.The geoid height was determined by GEOID03.
 QE1355
 QE1355.The dynamic height is computed by dividing the NAVD 88
 QE1355.geopotential number by the normal gravity value computed on the
 QE1355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1355.degrees latitude (g = 980.6199 gals.).
 QE1355
 QE1355.The modeled gravity was interpolated from observed gravity values.
 QE1355
 QE1355;                    North         East    Units  Estimated Accuracy
 QE1355;SPC OR N     -    97,470.    2,215,170.      MT  (+/- 180 meters Scaled)
 QE1355
 QE1355                          SUPERSEDED SURVEY CONTROL
 QE1355
 QE1355.No superseded survey control is available for this station.
 QE1355
 QE1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ139265(NAD 83)
 QE1355_MARKER: DB = BENCH MARK DISK
 QE1355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE1355_SP_SET: CONCRETE POST
 QE1355_STAMPING: 5A2B1 8 E 1931
 QE1355_MARK LOGO: BPR   
 QE1355_PROJECTION: PROJECTING 15 CENTIMETERS
 QE1355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE1355+STABILITY: SURFACE MOTION
 QE1355
 QE1355  HISTORY     - Date     Condition        Report By
 QE1355  HISTORY     - UNK      MONUMENTED
 QE1355  HISTORY     - 1988     GOOD             NGS
 QE1355
 QE1355                          STATION DESCRIPTION
 QE1355
 QE1355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 QE1355'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  7.0 KM
 QE1355'(4.35 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM ITS JUNCTION WITH
 QE1355'STATE HIGHWAY 34 IN WALDPORT, 58.0 M (190.3 FT) SOUTH OF THE CENTER
 QE1355'OF GRANDVIEW STREET, 14.3 M (46.9 FT) SOUTH OF THE CENTER OF A
 QE1355'DRIVEWAY, 10.1 M (33.1 FT) NORTH OF A FIRE HYDRANT, AND 1.4 M
 QE1355'(4.6 FT) SOUTH OF A UTILITY POLE.
 QE1355'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 QE1355'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2685 ***********************************************************************
 QE2685  DESIGNATION -  8 KJO
 QE2685  PID         -  QE2685
 QE2685  STATE/COUNTY-  OR/LINCOLN
 QE2685  USGS QUAD   -  HARLAN (1984)
 QE2685
 QE2685                         *CURRENT SURVEY CONTROL
 QE2685  ___________________________________________________________________
 QE2685* NAD 83(1986)-  44 34 19.     (N)    123 39 56.     (W)     SCALED    
 QE2685* NAVD 88     -       130.543  (meters)     428.29   (feet)  ADJUSTED  
 QE2685  ___________________________________________________________________
 QE2685  GEOID HEIGHT-         -22.14  (meters)                     GEOID03
 QE2685  DYNAMIC HT  -         130.539 (meters)     428.28  (feet)  COMP
 QE2685  MODELED GRAV-     980,582.5   (mgal)                       NAVD 88
 QE2685
 QE2685  VERT ORDER  -  SECOND    CLASS I
 QE2685
 QE2685.The horizontal coordinates were scaled from a topographic map and have
 QE2685.an estimated accuracy of +/- 6 seconds.
 QE2685
 QE2685.The orthometric height was determined by differential leveling
 QE2685.and adjusted in August 1995.
 QE2685
 QE2685.The geoid height was determined by GEOID03.
 QE2685
 QE2685.The dynamic height is computed by dividing the NAVD 88
 QE2685.geopotential number by the normal gravity value computed on the
 QE2685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE2685.degrees latitude (g = 980.6199 gals.).
 QE2685
 QE2685.The modeled gravity was interpolated from observed gravity values.
 QE2685
 QE2685;                    North         East    Units  Estimated Accuracy
 QE2685;SPC OR N     -   105,520.    2,248,630.      MT  (+/- 180 meters Scaled)
 QE2685
 QE2685                          SUPERSEDED SURVEY CONTROL
 QE2685
 QE2685.No superseded survey control is available for this station.
 QE2685
 QE2685_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ471356(NAD 83)
 QE2685_MARKER: DB = BENCH MARK DISK
 QE2685_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QE2685+WITH SETTING: INFORMATION.
 QE2685_SP_SET: ALUMINUM ALLOY ROD
 QE2685_STAMPING: 8 KJO 1979 425
 QE2685_MARK LOGO: USGS  
 QE2685_PROJECTION: PROJECTING 8 CENTIMETERS
 QE2685_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE2685_ROD/PIPE-DEPTH: 2.44 meters
 QE2685
 QE2685  HISTORY     - Date     Condition        Report By
 QE2685  HISTORY     - 1979     MONUMENTED       USGS
 QE2685
 QE2685                          STATION DESCRIPTION
 QE2685
 QE2685'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 QE2685'6.8 KM (4.25 MI) SW FROM BURNT WOODS.
 QE2685'BURNT WOODS, 4.25 MI SW OF.  HARLAN, 3.7 MI NE OF.  AT JCT OF
 QE2685'ABANDONED RD, 0.1 MI SE OF CREEK CROSSING, 66 FT SE OF SOUTH END OF
 QE2685'WASHED OUT BRIDGE, 42 FT NE OF CENTERLINE OF RD, 10 FT NE OF
 QE2685'CENTERLINE TRACK TURNOUT, 2 FT SW OF FENCE.
 QE2685'THE MARK IS 7 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0779 ***********************************************************************
 PA0779  DESIGNATION -  8 LRC
 PA0779  PID         -  PA0779
 PA0779  STATE/COUNTY-  OR/HARNEY
 PA0779  USGS QUAD   -  LITTLE JUNIPER MTN (1984)
 PA0779
 PA0779                         *CURRENT SURVEY CONTROL
 PA0779  ___________________________________________________________________
 PA0779* NAD 83(1986)-  43 10 13.     (N)    119 50 49.     (W)     SCALED    
 PA0779* NAVD 88     -      1587.918  (meters)    5209.69   (feet)  ADJUSTED  
 PA0779  ___________________________________________________________________
 PA0779  GEOID HEIGHT-         -19.81  (meters)                     GEOID03
 PA0779  DYNAMIC HT  -        1587.024 (meters)    5206.76  (feet)  COMP
 PA0779  MODELED GRAV-     980,000.1   (mgal)                       NAVD 88
 PA0779
 PA0779  VERT ORDER  -  SECOND    CLASS 0
 PA0779
 PA0779.The horizontal coordinates were scaled from a topographic map and have
 PA0779.an estimated accuracy of +/- 6 seconds.
 PA0779
 PA0779.The orthometric height was determined by differential leveling
 PA0779.and adjusted in August 1995.
 PA0779
 PA0779.The geoid height was determined by GEOID03.
 PA0779
 PA0779.The dynamic height is computed by dividing the NAVD 88
 PA0779.geopotential number by the normal gravity value computed on the
 PA0779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0779.degrees latitude (g = 980.6199 gals.).
 PA0779
 PA0779.The modeled gravity was interpolated from observed gravity values.
 PA0779
 PA0779;                    North         East    Units  Estimated Accuracy
 PA0779;SPC OR S     -   167,230.    1,553,100.      MT  (+/- 180 meters Scaled)
 PA0779
 PA0779                          SUPERSEDED SURVEY CONTROL
 PA0779
 PA0779.No superseded survey control is available for this station.
 PA0779
 PA0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKH685836(NAD 83)
 PA0779_MARKER: DB = BENCH MARK DISK
 PA0779_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PA0779+WITH SETTING: INFORMATION.
 PA0779_SP_SET: METAL ROD DRIVEN INTO GROUND
 PA0779_STAMPING: 8 LRC 1970 5206
 PA0779_MARK LOGO: USGS  
 PA0779_MAGNETIC: I = MARKER IS A STEEL ROD
 PA0779_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PA0779
 PA0779  HISTORY     - Date     Condition        Report By
 PA0779  HISTORY     - 1970     MONUMENTED       USGS
 PA0779
 PA0779                          STATION DESCRIPTION
 PA0779
 PA0779'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 PA0779'FROM WAGONTIRE, OREGON, PROCEED 4.5 MILES SOUTHWEST ALONG U S HIGHWAY
 PA0779'395 TO DRY VALLEY ROAD, THENCE 3.7 MILES SOUTH ALONG DRY VALLEY ROAD
 PA0779'TO THE TOP OF A RISE, EAST OF A DEEP DRAW, 30 FEET SOUTH OF AND 4
 PA0779'FEET HIGHER THAN THE CENTERLINE OF THE ROAD, 3 FEET NORTH OF A
 PA0779'WITNESS POST.  THE ROD DEPTH IS UNKNOWN AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0106 ***********************************************************************
 QE0106  DESIGNATION -  8 M
 QE0106  PID         -  QE0106
 QE0106  STATE/COUNTY-  OR/LANE
 QE0106  USGS QUAD   -  NIMROD (1989)
 QE0106
 QE0106                         *CURRENT SURVEY CONTROL
 QE0106  ___________________________________________________________________
 QE0106* NAD 83(1986)-  44 07 12.     (N)    122 27 43.     (W)     SCALED    
 QE0106* NAVD 88     -       271.997  (meters)     892.38   (feet)  ADJUSTED  
 QE0106  ___________________________________________________________________
 QE0106  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 QE0106  DYNAMIC HT  -         271.938 (meters)     892.18  (feet)  COMP
 QE0106  MODELED GRAV-     980,397.4   (mgal)                       NAVD 88
 QE0106
 QE0106  VERT ORDER  -  FIRST     CLASS II
 QE0106
 QE0106.The horizontal coordinates were scaled from a topographic map and have
 QE0106.an estimated accuracy of +/- 6 seconds.
 QE0106
 QE0106.The orthometric height was determined by differential leveling
 QE0106.and adjusted in June 1991.
 QE0106
 QE0106.The geoid height was determined by GEOID03.
 QE0106
 QE0106.The dynamic height is computed by dividing the NAVD 88
 QE0106.geopotential number by the normal gravity value computed on the
 QE0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0106.degrees latitude (g = 980.6199 gals.).
 QE0106
 QE0106.The modeled gravity was interpolated from observed gravity values.
 QE0106
 QE0106;                    North         East    Units  Estimated Accuracy
 QE0106;SPC OR S     -   274,380.    1,342,970.      MT  (+/- 180 meters Scaled)
 QE0106
 QE0106                          SUPERSEDED SURVEY CONTROL
 QE0106
 QE0106  NGVD 29 (??/??/92)  270.865  (m)          888.66   (f) ADJ UNCH    1 2
 QE0106
 QE0106.Superseded values are not recommended for survey control.
 QE0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0106.See file dsdata.txt to determine how the superseded data were derived.
 QE0106
 QE0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP430853(NAD 83)
 QE0106_MARKER: DD = SURVEY DISK
 QE0106_SETTING: 66 = SET IN ROCK OUTCROP
 QE0106_SP_SET: OUTCROP
 QE0106_STAMPING: 8M 1927
 QE0106_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QE0106+STABILITY: POSITION/ELEVATION WELL
 QE0106
 QE0106  HISTORY     - Date     Condition        Report By
 QE0106  HISTORY     - 1927     MONUMENTED       USGS
 QE0106  HISTORY     - 1930     GOOD             NGS
 QE0106  HISTORY     - 1981     GOOD             LOCSUR
 QE0106  HISTORY     - 1987     MARK NOT FOUND   NGS
 QE0106
 QE0106                          STATION DESCRIPTION
 QE0106
 QE0106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1930
 QE0106'6.3 MI E FROM VIDA.
 QE0106'15 FEET NORTH OF HIGHWAY, AT WEST END OF 15-FOOT SECTION OF ROAD THAT
 QE0106'IS IN SIDE HILL CUT, IN SMALL ROCK BENCH IN ROCK OUTCROP.
 QE0106
 QE0106                          STATION RECOVERY (1981)
 QE0106
 QE0106'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 QE0106'FOUND BRASS CAP STAMPED '8 M 1927' SET FLUSH IN ROCK OUTCROP AT NAT
 QE0106'GID AT EAST EDGE OF A LARGE ROCK OUTCROP APPROXIMATELY 0.3 MILES EAST
 QE0106'OF 'RENNIE PUBLIC BOAT LANDING' ABOUT 6.3 MILES EAST OF VIDA, OREGON,
 QE0106'ON US HIGHWAY 126 AND 38.
 QE0106
 QE0106                          STATION RECOVERY (1987)
 QE0106
 QE0106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE0106'THE HIGHWAY DEPARTMENT HAS REMOVED ROCK TO MAKE A DRAINAGE DITCH.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0847 ***********************************************************************
 PB0847  DESIGNATION -  8 PSM
 PB0847  PID         -  PB0847
 PB0847  STATE/COUNTY-  OR/LAKE
 PB0847  USGS QUAD   -  JACKS PLACE (1982)
 PB0847
 PB0847                         *CURRENT SURVEY CONTROL
 PB0847  ___________________________________________________________________
 PB0847* NAD 83(1986)-  43 28 32.     (N)    120 39 21.     (W)     SCALED    
 PB0847* NAVD 88     -      1340.077  (meters)    4396.57   (feet)  ADJUSTED  
 PB0847  ___________________________________________________________________
 PB0847  GEOID HEIGHT-         -20.31  (meters)                     GEOID03
 PB0847  DYNAMIC HT  -        1339.396 (meters)    4394.34  (feet)  COMP
 PB0847  MODELED GRAV-     980,064.3   (mgal)                       NAVD 88
 PB0847
 PB0847  VERT ORDER  -  THIRD
 PB0847
 PB0847.The horizontal coordinates were scaled from a topographic map and have
 PB0847.an estimated accuracy of +/- 6 seconds.
 PB0847
 PB0847.The orthometric height was determined by differential leveling
 PB0847.and adjusted in August 1995.
 PB0847
 PB0847.The geoid height was determined by GEOID03.
 PB0847
 PB0847.The dynamic height is computed by dividing the NAVD 88
 PB0847.geopotential number by the normal gravity value computed on the
 PB0847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0847.degrees latitude (g = 980.6199 gals.).
 PB0847
 PB0847.The modeled gravity was interpolated from observed gravity values.
 PB0847
 PB0847;                    North         East    Units  Estimated Accuracy
 PB0847;SPC OR S     -   200,950.    1,487,390.      MT  (+/- 180 meters Scaled)
 PB0847
 PB0847                          SUPERSEDED SURVEY CONTROL
 PB0847
 PB0847.No superseded survey control is available for this station.
 PB0847
 PB0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP895162(NAD 83)
 PB0847_MARKER: DB = BENCH MARK DISK
 PB0847_SETTING: 66 = SET IN ROCK OUTCROP
 PB0847_SP_SET: BEDROCK
 PB0847_STAMPING: 8 PSM 1978 4393
 PB0847_MARK LOGO: USGS  
 PB0847_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PB0847+STABILITY: POSITION/ELEVATION WELL
 PB0847
 PB0847  HISTORY     - Date     Condition        Report By
 PB0847  HISTORY     - 1978     MONUMENTED       USGS
 PB0847
 PB0847                          STATION DESCRIPTION
 PB0847
 PB0847'DESCRIBED BY US GEOLOGICAL SURVEY 1978
 PB0847'37.8 KM (23.50 MI) NORTH FROM CHRISTMAS VALLEY.
 PB0847'CHRISTMAS VALLEY PO, 2.0 MI E OF, THENCE 21.5 MI N ALONG MILLICAN RD.
 PB0847'NEAR EAST EDGE OF SEC 22 T24S T17E, N OF LONE BLDG, 285 FT W OF LONE
 PB0847'JUNIPER TREE NEAR FENCE S OF RD, 33 FT S OF RD, 16 FT S OF FENCE, 3
 PB0847'FT W OF CAIRN.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0696 ***********************************************************************
 NW0696  DESIGNATION -  8 RTV
 NW0696  PID         -  NW0696
 NW0696  STATE/COUNTY-  OR/MALHEUR
 NW0696  USGS QUAD   -  JACKSON SUMMIT (1982)
 NW0696
 NW0696                         *CURRENT SURVEY CONTROL
 NW0696  ___________________________________________________________________
 NW0696* NAD 83(1986)-  42 14 02.     (N)    117 42 00.     (W)     SCALED    
 NW0696* NAVD 88     -      1710.970  (meters)    5613.41   (feet)  ADJUSTED  
 NW0696  ___________________________________________________________________
 NW0696  GEOID HEIGHT-         -18.18  (meters)                     GEOID03
 NW0696  DYNAMIC HT  -        1709.818 (meters)    5609.63  (feet)  COMP
 NW0696  MODELED GRAV-     979,886.8   (mgal)                       NAVD 88
 NW0696
 NW0696  VERT ORDER  -  SECOND    CLASS 0
 NW0696
 NW0696.The horizontal coordinates were scaled from a topographic map and have
 NW0696.an estimated accuracy of +/- 6 seconds.
 NW0696
 NW0696.The orthometric height was determined by differential leveling
 NW0696.and adjusted in August 1995.
 NW0696
 NW0696.The geoid height was determined by GEOID03.
 NW0696
 NW0696.The dynamic height is computed by dividing the NAVD 88
 NW0696.geopotential number by the normal gravity value computed on the
 NW0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0696.degrees latitude (g = 980.6199 gals.).
 NW0696
 NW0696.The modeled gravity was interpolated from observed gravity values.
 NW0696
 NW0696;                    North         East    Units  Estimated Accuracy
 NW0696;SPC OR S     -    66,870.    1,731,090.      MT  (+/- 180 meters Scaled)
 NW0696
 NW0696                          SUPERSEDED SURVEY CONTROL
 NW0696
 NW0696.No superseded survey control is available for this station.
 NW0696
 NW0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG422759(NAD 83)
 NW0696_MARKER: DB = BENCH MARK DISK
 NW0696_SETTING: 66 = SET IN ROCK OUTCROP
 NW0696_SP_SET: BEDROCK
 NW0696_STAMPING: 8 RTV 1979
 NW0696_MARK LOGO: USGS  
 NW0696_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0696_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0696+STABILITY: POSITION/ELEVATION WELL
 NW0696
 NW0696  HISTORY     - Date     Condition        Report By
 NW0696  HISTORY     - 1979     MONUMENTED       USGS
 NW0696
 NW0696                          STATION DESCRIPTION
 NW0696
 NW0696'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 NW0696'FROM THE MCDERMITT, NEVADA POST OFFICE, PROCEED 15.3 MILES NORTH
 NW0696'ALONG U S HIGHWAY 95, THENCE 5.1 MILES EAST TO A LEVEL SPOT AT THE
 NW0696'TOP OF A STEEP GRADE, 41.5 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 NW0696'25 FEET SOUTHWEST OF THE END OF A BULLDOZER SCAR, SET ON 3 FEET OF
 NW0696'COPPER-COATED ROD CEMENTED IN BEDROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0012 ***********************************************************************
 QE0012  DESIGNATION -  8 S
 QE0012  PID         -  QE0012
 QE0012  STATE/COUNTY-  OR/MARION
 QE0012  USGS QUAD   -  ELKHORN (1994)
 QE0012
 QE0012                         *CURRENT SURVEY CONTROL
 QE0012  ___________________________________________________________________
 QE0012* NAD 83(1986)-  44 45 24.     (N)    122 20 02.     (W)     SCALED    
 QE0012* NAVD 88     -       337.613  (meters)    1107.65   (feet)  ADJUSTED  
 QE0012  ___________________________________________________________________
 QE0012  GEOID HEIGHT-         -22.17  (meters)                     GEOID03
 QE0012  DYNAMIC HT  -         337.555 (meters)    1107.46  (feet)  COMP
 QE0012  MODELED GRAV-     980,436.2   (mgal)                       NAVD 88
 QE0012
 QE0012  VERT ORDER  -  FIRST     CLASS II
 QE0012
 QE0012.The horizontal coordinates were scaled from a topographic map and have
 QE0012.an estimated accuracy of +/- 6 seconds.
 QE0012
 QE0012.The orthometric height was determined by differential leveling
 QE0012.and adjusted in June 1991.
 QE0012
 QE0012.The geoid height was determined by GEOID03.
 QE0012
 QE0012.The dynamic height is computed by dividing the NAVD 88
 QE0012.geopotential number by the normal gravity value computed on the
 QE0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0012.degrees latitude (g = 980.6199 gals.).
 QE0012
 QE0012.The modeled gravity was interpolated from observed gravity values.
 QE0012
 QE0012;                    North         East    Units  Estimated Accuracy
 QE0012;SPC OR N     -   122,770.    2,354,820.      MT  (+/- 180 meters Scaled)
 QE0012
 QE0012                          SUPERSEDED SURVEY CONTROL
 QE0012
 QE0012  NGVD 29 (??/??/92)  336.540  (m)         1104.13   (f) ADJ UNCH    1 2
 QE0012
 QE0012.Superseded values are not recommended for survey control.
 QE0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0012.See file dsdata.txt to determine how the superseded data were derived.
 QE0012
 QE0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ527561(NAD 83)
 QE0012_MARKER: DD = SURVEY DISK
 QE0012_SETTING: 80 = SET IN A BOULDER
 QE0012_SP_SET: BOULDER
 QE0012_STAMPING: 8 S 1925
 QE0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0012+STABILITY: SURFACE MOTION
 QE0012
 QE0012  HISTORY     - Date     Condition        Report By
 QE0012  HISTORY     - 1925     MONUMENTED       USGS
 QE0012  HISTORY     - 1941     GOOD             NGS
 QE0012
 QE0012                          STATION DESCRIPTION
 QE0012
 QE0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QE0012'IN NIAGARA.
 QE0012'MARK IS LOCATED ALONG S.P. RAILROAD ABOUT 90 FEET EAST OF EAST END OF
 QE0012'TRESTLE NO. 733 J, 20 FEET NORTH OF TRACK, IN TOP OF ROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0365 ***********************************************************************
 NX0365  DESIGNATION -  8 STR
 NX0365  PID         -  NX0365
 NX0365  STATE/COUNTY-  OR/MALHEUR
 NX0365  USGS QUAD   -  GRASSY RIDGE WELL (1981)
 NX0365
 NX0365                         *CURRENT SURVEY CONTROL
 NX0365  ___________________________________________________________________
 NX0365* NAD 83(1986)-  42 43 44.     (N)    118 02 59.     (W)     SCALED    
 NX0365* NAVD 88     -      1235.979  (meters)    4055.04   (feet)  ADJUSTED  
 NX0365  ___________________________________________________________________
 NX0365  GEOID HEIGHT-         -18.51  (meters)                     GEOID03
 NX0365  DYNAMIC HT  -        1235.286 (meters)    4052.77  (feet)  COMP
 NX0365  MODELED GRAV-     980,018.3   (mgal)                       NAVD 88
 NX0365
 NX0365  VERT ORDER  -  SECOND    CLASS 0
 NX0365
 NX0365.The horizontal coordinates were scaled from a topographic map and have
 NX0365.an estimated accuracy of +/- 6 seconds.
 NX0365
 NX0365.The orthometric height was determined by differential leveling
 NX0365.and adjusted in August 1995.
 NX0365
 NX0365.The geoid height was determined by GEOID03.
 NX0365
 NX0365.The dynamic height is computed by dividing the NAVD 88
 NX0365.geopotential number by the normal gravity value computed on the
 NX0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0365.degrees latitude (g = 980.6199 gals.).
 NX0365
 NX0365.The modeled gravity was interpolated from observed gravity values.
 NX0365
 NX0365;                    North         East    Units  Estimated Accuracy
 NX0365;SPC OR S     -   120,930.    1,700,630.      MT  (+/- 180 meters Scaled)
 NX0365
 NX0365                          SUPERSEDED SURVEY CONTROL
 NX0365
 NX0365.No superseded survey control is available for this station.
 NX0365
 NX0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH140312(NAD 83)
 NX0365_MARKER: DB = BENCH MARK DISK
 NX0365_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NX0365+WITH SETTING: INFORMATION.
 NX0365_SP_SET: SHALLOW-SET METAL ROD
 NX0365_STAMPING: 8 STR 1975 4051
 NX0365_MARK LOGO: USGS  
 NX0365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NX0365
 NX0365  HISTORY     - Date     Condition        Report By
 NX0365  HISTORY     - 1975     MONUMENTED       USGS
 NX0365
 NX0365                          STATION DESCRIPTION
 NX0365
 NX0365'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 NX0365'29.0 KM (18.00 MI) WSW FROM BURNS JUNCTION.
 NX0365'BURNS JCT, 6.5 MI S OF, ALONG US HWY 95, THENCE 1.3 MI W ALONG GRADED
 NX0365'RD TO GATE, THENCE 1.95 MI N AND W TO Y-RD, THENCE 5.3 MI W TO Y-RD,
 NX0365'THENCE 3.0 MI W. AT BEND TO SW, 30 FT N OF CENTERLINE OF RD, SET ON
 NX0365'COPPER-COATED STEEL ROD OF UNRECORDED DEPTH, PROJECTING 0.3 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0342 ***********************************************************************
 RD0342  DESIGNATION -  80
 RD0342  PID         -  RD0342
 RD0342  STATE/COUNTY-  OR/MULTNOMAH
 RD0342  USGS QUAD   -  PORTLAND (1990)
 RD0342
 RD0342                         *CURRENT SURVEY CONTROL
 RD0342  ___________________________________________________________________
 RD0342* NAD 83(1986)-  45 31 36.     (N)    122 39 30.     (W)     SCALED    
 RD0342* NAVD 88     -        10.868  (meters)      35.66   (feet)  POSTED    
 RD0342  ___________________________________________________________________
 RD0342  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 RD0342  DYNAMIC HT  -          10.870 (meters)      35.66  (feet)  COMP
 RD0342  MODELED GRAV-     980,622.8   (mgal)                       NAVD 88
 RD0342
 RD0342  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 RD0342
 RD0342.The horizontal coordinates were scaled from a topographic map and have
 RD0342.an estimated accuracy of +/- 6 seconds.
 RD0342
 RD0342.The orthometric height was determined by differential leveling
 RD0342.and adjusted by the  in 1992.
 RD0342.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 RD0342.rate of 0.0 thru 1.0 mm/km.
 RD0342
 RD0342.The geoid height was determined by GEOID03.
 RD0342
 RD0342.The dynamic height is computed by dividing the NAVD 88
 RD0342.geopotential number by the normal gravity value computed on the
 RD0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0342.degrees latitude (g = 980.6199 gals.).
 RD0342
 RD0342.The modeled gravity was interpolated from observed gravity values.
 RD0342
 RD0342;                    North         East    Units  Estimated Accuracy
 RD0342;SPC OR N     -   208,940.    2,331,420.      MT  (+/- 180 meters Scaled)
 RD0342
 RD0342                          SUPERSEDED SURVEY CONTROL
 RD0342
 RD0342  NGVD 29 (??/??/92)    9.828  (m)           32.24   (f) ADJ UNCH    1 2
 RD0342
 RD0342.Superseded values are not recommended for survey control.
 RD0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0342.See file dsdata.txt to determine how the superseded data were derived.
 RD0342
 RD0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER266415(NAD 83)
 RD0342_MARKER: DD = SURVEY DISK
 RD0342_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD0342_SP_SET: FOOTING
 RD0342_STAMPING: ELEV 31.900 80
 RD0342_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0342
 RD0342  HISTORY     - Date     Condition        Report By
 RD0342  HISTORY     - UNK      MONUMENTED
 RD0342  HISTORY     - 1958     GOOD             NGS
 RD0342  HISTORY     - 1986     GOOD             USPSQD
 RD0342
 RD0342                          STATION DESCRIPTION
 RD0342
 RD0342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 RD0342'IN PORTLAND.
 RD0342'UNDER THE HIGHWAY BRIDGE ON NORTHEAST UNION AVENUE, BETWEEN NORTHEAST
 RD0342'EVERETT AND GLISAN STREETS.  IT IS IN NORTHWEST CORNER OF SECOND
 RD0342'CONCRETE FOOTING FROM WEST, 33 FEET SOUTH OF CENTERLINE OF SOUTHERLY
 RD0342'RAILROAD TRACK AND 174 FEET EAST OF RAILROAD SEMAPHORE SIGNAL NUMBER
 RD0342'008.
 RD0342
 RD0342                          STATION RECOVERY (1986)
 RD0342
 RD0342'RECOVERY NOTE BY US POWER SQUADRON 1986 (GAN)
 RD0342'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0010 ***********************************************************************
 NZ0010  DESIGNATION -  80
 NZ0010  PID         -  NZ0010
 NZ0010  STATE/COUNTY-  OR/KLAMATH
 NZ0010  USGS QUAD   -  CRATER LAKE WEST (1985)
 NZ0010
 NZ0010                         *CURRENT SURVEY CONTROL
 NZ0010  ___________________________________________________________________
 NZ0010* NAD 83(1986)-  42 53 59.     (N)    122 07 57.     (W)     SCALED    
 NZ0010* NAVD 88     -      1998.14   (+/-2cm)    6555.6    (feet)  VERTCON   
 NZ0010  ___________________________________________________________________
 NZ0010  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 NZ0010  VERT ORDER  -  ? (See Below)
 NZ0010
 NZ0010.The horizontal coordinates were scaled from a topographic map and have
 NZ0010.an estimated accuracy of +/- 6 seconds.
 NZ0010
 NZ0010.The NAVD 88 height was computed by applying the VERTCON shift value to
 NZ0010.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NZ0010.The vertical order pertains to the NGVD 29 superseded value.
 NZ0010
 NZ0010.The geoid height was determined by GEOID03.
 NZ0010
 NZ0010;                    North         East    Units  Estimated Accuracy
 NZ0010;SPC OR S     -   138,270.    1,366,690.      MT  (+/- 180 meters Scaled)
 NZ0010
 NZ0010                          SUPERSEDED SURVEY CONTROL
 NZ0010
 NZ0010  NGVD 29 (??/??/92) 1996.692  (m)         6550.81   (f) ADJ UNCH    ?  
 NZ0010
 NZ0010.Superseded values are not recommended for survey control.
 NZ0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0010.See file dsdata.txt to determine how the superseded data were derived.
 NZ0010
 NZ0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN708500(NAD 83)
 NZ0010_MARKER: N = NAIL
 NZ0010_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NZ0010_SP_SET: FIR TREE
 NZ0010_STAMPING: 6550 80
 NZ0010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0010
 NZ0010  HISTORY     - Date     Condition        Report By
 NZ0010  HISTORY     - UNK      MONUMENTED       USGS
 NZ0010  HISTORY     - 1908     GOOD             USGS
 NZ0010  HISTORY     - 1939     GOOD             NGS
 NZ0010
 NZ0010                          STATION DESCRIPTION
 NZ0010
 NZ0010'DESCRIBED BY US GEOLOGICAL SURVEY 1908
 NZ0010'0.25 MI N FROM GOVERNMENT CAMP.
 NZ0010'0.25 MILE NORTH ALONG THE CRATER LAKE LODGE ROAD FROM THE
 NZ0010'ADMINISTRATION BUILDING AT GOVERNMENT CAMP, KLAMATH COUNTY, 150 FEET
 NZ0010'WEST OF SURVEY STATION 212, 20 FEET WEST OF THE OLD ROAD, IN A GROUP
 NZ0010'OF TREES, IN THE ROOT OF A 72-INCH FIR TREE MARKED WITH A TRIANGULAR
 NZ0010'BLAZE ON THE EAST SIDE AND AN ALUMINUM TAG STAMPED 6550 80, AND ABOUT
 NZ0010'4-1/2 FEET BELOW THE BLAZE.  A PYRAMID WITH A NAIL.
 NZ0010
 NZ0010                          STATION RECOVERY (1939)
 NZ0010
 NZ0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939
 NZ0010'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0212 ***********************************************************************
 OA0212  DESIGNATION -  813.12
 OA0212  PID         -  OA0212
 OA0212  STATE/COUNTY-  OR/CURRY
 OA0212  USGS QUAD   -  BROOKINGS (1986)
 OA0212
 OA0212                         *CURRENT SURVEY CONTROL
 OA0212  ___________________________________________________________________
 OA0212* NAD 83(1986)-  42 06 32.     (N)    124 17 53.     (W)     SCALED    
 OA0212* NAVD 88     -       247.741  (meters)     812.80   (feet)  ADJUSTED  
 OA0212  ___________________________________________________________________
 OA0212  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 OA0212  DYNAMIC HT  -         247.652 (meters)     812.50  (feet)  COMP
 OA0212  MODELED GRAV-     980,256.6   (mgal)                       NAVD 88
 OA0212
 OA0212  VERT ORDER  -  FIRST     CLASS II
 OA0212
 OA0212.The horizontal coordinates were scaled from a topographic map and have
 OA0212.an estimated accuracy of +/- 6 seconds.
 OA0212
 OA0212.The orthometric height was determined by differential leveling
 OA0212.and adjusted in June 1991.
 OA0212
 OA0212.The geoid height was determined by GEOID03.
 OA0212
 OA0212.The dynamic height is computed by dividing the NAVD 88
 OA0212.geopotential number by the normal gravity value computed on the
 OA0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0212.degrees latitude (g = 980.6199 gals.).
 OA0212
 OA0212.The modeled gravity was interpolated from observed gravity values.
 OA0212
 OA0212;                    North         East    Units  Estimated Accuracy
 OA0212;SPC OR S     -    56,250.    1,185,950.      MT  (+/- 180 meters Scaled)
 OA0212
 OA0212                          SUPERSEDED SURVEY CONTROL
 OA0212
 OA0212  NGVD 29 (12/02/92)  246.632  (m)          809.16   (f) ADJUSTED    1 2
 OA0212
 OA0212.Superseded values are not recommended for survey control.
 OA0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0212.See file dsdata.txt to determine how the superseded data were derived.
 OA0212
 OA0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCM926626(NAD 83)
 OA0212_MARKER: DD = SURVEY DISK
 OA0212_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OA0212_SP_SET: HEADWALL
 OA0212_STAMPING: 813.12
 OA0212_MARK LOGO: ORHD  
 OA0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0212+STABILITY: SURFACE MOTION
 OA0212
 OA0212  HISTORY     - Date     Condition        Report By
 OA0212  HISTORY     - UNK      MONUMENTED       ORHD
 OA0212  HISTORY     - 1973     GOOD             NGS
 OA0212  HISTORY     - 1982     GOOD             USGS
 OA0212  HISTORY     - 1988     GOOD             NGS
 OA0212
 OA0212                          STATION DESCRIPTION
 OA0212
 OA0212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 OA0212'5.3 MI NW FROM BROOKINGS.
 OA0212'REACHED FROM THE BROOKINGS POST OFFICE GO NORTH ON CENTER STREET FOR
 OA0212'0.05 MILE TO U.S. HIGHWAY 101, TURN LEFT, AND GO NORTHWEST ON THE
 OA0212'HIGHWAY FOR 2.4 MILES TO CARPENTERVILLE ROAD, 0.2 MILE AFTER PASSING
 OA0212'MILEPOST NO. 355, TURN RIGHT, AND GO NORTH ON CARPENTERVILLE ROAD FOR
 OA0212'2.9 MILES TO THE BENCH MARK ON THE RIGHT, 35 FEET EAST OF THE CENTER
 OA0212'OF THE ROAD, AND 12 FEET LOWER THAN THE ROAD CEMENTED IN A DRILL HOLE
 OA0212'AT THE SOUTH END OF THE EAST HEAD WALL OF A CONCRETE BOX CULVERT.
 OA0212
 OA0212                          STATION RECOVERY (1982)
 OA0212
 OA0212'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 OA0212'5.6 MILES NORTH ALONG THE OREGON COAST HWY. FROM THE POST OFFICE AT
 OA0212'BROOKINGS, 0.05 MILE NORTH ALONG CENTER ST. FROM THE POST OFFICE AT
 OA0212'BROOKINGS, THENCE 2.3 MILES NORTHWEST ALONG US 101, THENCE 2.9 MILES
 OA0212'NORTH ALONG CARPENTERVILLE RD., 0.5 MILE NORTH OF JCT. WITH RAINBOW
 OA0212'ROCK RD., ABOUT 400 FT. SOUTH CENTER OF CURVE, ABOUT 25 FT. EAST OF
 OA0212'AND 14 FT. LOWER THAN CENTERLINE OF RD., SET IN TOP OF HEADWALL AT
 OA0212'SOUTHEAST CORNER OF CONCRETE BOX CULVERT.
 OA0212
 OA0212                          STATION RECOVERY (1988)
 OA0212
 OA0212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 OA0212'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  3.8 KM
 OA0212'(2.35 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE IN
 OA0212'BROOKINGS, THENCE 4.8 KM (3.00 MI) NORTHERLY ALONG CARPENTERVILLE
 OA0212'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1036 ***********************************************************************
 NZ1036  DESIGNATION -  8156
 NZ1036  PID         -  NZ1036
 NZ1036  STATE/COUNTY-  OR/KLAMATH
 NZ1036  USGS QUAD   -  CRATER LAKE WEST (1985)
 NZ1036
 NZ1036                         *CURRENT SURVEY CONTROL
 NZ1036  ___________________________________________________________________
 NZ1036* NAD 83(1991)-  42 57 06.50455(N)    122 10 09.34233(W)     ADJUSTED  
 NZ1036* NAVD 88     -      2486.     (meters)    8156.     (feet)  SCALED    
 NZ1036  ___________________________________________________________________
 NZ1036  LAPLACE CORR-           5.79  (seconds)                    DEFLEC99
 NZ1036  GEOID HEIGHT-         -21.74  (meters)                     GEOID03
 NZ1036  HORZ ORDER  -  THIRD
 NZ1036
 NZ1036.The horizontal coordinates were established by classical geodetic methods
 NZ1036.and adjusted by the National Geodetic Survey in October 1991.
 NZ1036
 NZ1036.The orthometric height was scaled from a topographic map.
 NZ1036
 NZ1036.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ1036
 NZ1036.The geoid height was determined by GEOID03.
 NZ1036
 NZ1036;                    North         East     Units Scale Factor Converg.
 NZ1036;SPC OR S     -   144,113.671 1,363,802.855   MT  0.99990173   -1 08 31.3
 NZ1036;SPC OR S     -   472,813.88  4,474,418.82   iFT  0.99990173   -1 08 31.3
 NZ1036;UTM  10      - 4,755,797.801   567,765.175   MT  0.99965649   +0 33 57.9
 NZ1036
 NZ1036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NZ1036!SPC OR S     -   0.99961363  x   0.99990173  =   0.99951539
 NZ1036!UTM  10      -   0.99961363  x   0.99965649  =   0.99927025
 NZ1036
 NZ1036:                Primary Azimuth Mark                     Grid Az
 NZ1036:SPC OR S     -  WELCH BUTTE                              053 49 18.1
 NZ1036:UTM  10      -  WELCH BUTTE                              052 06 48.9
 NZ1036
 NZ1036|---------------------------------------------------------------------|
 NZ1036| PID    Reference Object                     Distance      Geod. Az  |
 NZ1036|                                                           dddmmss.s |
 NZ1036| PB0751 WELCH BUTTE                         APPROX.28.9 KM 0524046.8 |
 NZ1036| NZ1026 8938                                APPROX.12.9 KM 1042259.4 |
 NZ1036| PC0827 FISH MOUNTAIN                       APPROX.24.9 KM 3033641.9 |
 NZ1036| PC0825 HAMAKER                             APPROX.16.6 KM 3112139.6 |
 NZ1036| PC0819 MT BAILEY LOOKOUT HOUSE             APPROX.23.0 KM 3493813.1 |
 NZ1036|---------------------------------------------------------------------|
 NZ1036
 NZ1036                          SUPERSEDED SURVEY CONTROL
 NZ1036
 NZ1036  NAD 83(1986)-  42 57 06.50528(N)    122 10 09.35530(W) AD(       ) 3
 NZ1036  NAD 27      -  42 57 07.04750(N)    122 10 05.25050(W) AD(       ) 3
 NZ1036
 NZ1036.Superseded values are not recommended for survey control.
 NZ1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1036.See file dsdata.txt to determine how the superseded data were derived.
 NZ1036
 NZ1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN6776555798(NAD 83)
 NZ1036_MARKER: Z = SEE DESCRIPTION
 NZ1036_SETTING: 0 = UNSPECIFIED SETTING
 NZ1036_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ1036
 NZ1036  HISTORY     - Date     Condition        Report By
 NZ1036  HISTORY     - 1931     MONUMENTED       USGS
 NZ1036  HISTORY     - 19990922 MARK NOT FOUND   NGS
 NZ1036
 NZ1036                          STATION DESCRIPTION
 NZ1036
 NZ1036'DESCRIBED BY US GEOLOGICAL SURVEY 1931 (BHY)
 NZ1036'ON HIGHEST ROCKY POINT OF HILLMAN PEAK, ELEVATION 8156 FEET ON
 NZ1036'WEST RIM OF CRATER LAKE, IN CRATER LAKE NATIONAL PARK.  THIS
 NZ1036'POINT IS HIGHEST ON RIM OF LAKE AND WAS FORMERLY KNOWN AS
 NZ1036'GLACIER PEAK.  SUMMIT EASILY REACHED BY SHORT CLIMB FROM RIM
 NZ1036'ROAD, WHICH SKIRTS ITS FLANKS.  STATION MARKED BY USGS DISK
 NZ1036'CEMENTED INTO LARGE, FLAT, LOOSE ROCK ON SUMMIT.  DISK INSTALLED
 NZ1036'AS VERTICAL ANGLE BENCH MARK ABOUT 1908, STAMPING NOT
 NZ1036'REPORTED.  SIGNAL CONSISTS OF FLAGS ON POLE SURROUNDED BY
 NZ1036'CAIRN AND BRACED WITH GUY WIRES, 2.55 FEET FROM DISK IN
 NZ1036'AZIMUTH 311 DEG 39 MIN.  THIS POINT INTERSECTED BY USC AND GS IN
 NZ1036'1904, WITH NAME LIAO ROCK.  POINT WAS CONFUSED IN LOCATION AND
 NZ1036'SPELLING FOR LLAO ROCK ABOUT 3 MILES NORTHEAST.
 NZ1036
 NZ1036                          STATION RECOVERY (1999)
 NZ1036
 NZ1036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GN)
 NZ1036'BM 8156 IS MISSING.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0450 ***********************************************************************
 NZ0450  DESIGNATION -  824
 NZ0450  PID         -  NZ0450
 NZ0450  STATE/COUNTY-  OR/DOUGLAS
 NZ0450  USGS QUAD   -  LIVE OAK MOUNTAIN (1990)
 NZ0450
 NZ0450                         *CURRENT SURVEY CONTROL
 NZ0450  ___________________________________________________________________
 NZ0450* NAD 83(1986)-  42 53 47.     (N)    123 32 30.     (W)     SCALED    
 NZ0450* NAVD 88     -       252.756  (meters)     829.25   (feet)  ADJUSTED  
 NZ0450  ___________________________________________________________________
 NZ0450  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 NZ0450  DYNAMIC HT  -         252.679 (meters)     829.00  (feet)  COMP
 NZ0450  MODELED GRAV-     980,308.8   (mgal)                       NAVD 88
 NZ0450
 NZ0450  VERT ORDER  -  FIRST     CLASS II
 NZ0450
 NZ0450.The horizontal coordinates were scaled from a topographic map and have
 NZ0450.an estimated accuracy of +/- 6 seconds.
 NZ0450
 NZ0450.The orthometric height was determined by differential leveling
 NZ0450.and adjusted in June 1991.
 NZ0450
 NZ0450.The geoid height was determined by GEOID03.
 NZ0450
 NZ0450.The dynamic height is computed by dividing the NAVD 88
 NZ0450.geopotential number by the normal gravity value computed on the
 NZ0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0450.degrees latitude (g = 980.6199 gals.).
 NZ0450
 NZ0450.The modeled gravity was interpolated from observed gravity values.
 NZ0450
 NZ0450;                    North         East    Units  Estimated Accuracy
 NZ0450;SPC OR S     -   141,110.    1,251,640.      MT  (+/- 180 meters Scaled)
 NZ0450
 NZ0450                          SUPERSEDED SURVEY CONTROL
 NZ0450
 NZ0450  NGVD 29 (??/??/92)  251.717  (m)          825.84   (f) ADJ UNCH    1 2
 NZ0450
 NZ0450.Superseded values are not recommended for survey control.
 NZ0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0450.See file dsdata.txt to determine how the superseded data were derived.
 NZ0450
 NZ0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN557494(NAD 83)
 NZ0450_MARKER: P = PIPE CAP
 NZ0450_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NZ0450_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NZ0450_STAMPING: 824 B 1903
 NZ0450_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0450
 NZ0450  HISTORY     - Date     Condition        Report By
 NZ0450  HISTORY     - 1903     MONUMENTED       USGS
 NZ0450  HISTORY     - 1954     GOOD             NGS
 NZ0450
 NZ0450                          STATION DESCRIPTION
 NZ0450
 NZ0450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NZ0450'2.3 MI NE FROM DADS CREEK.
 NZ0450'2.3 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 NZ0450'THE SECTION HOUSE AT DADS CREEK, 0.2 MILE NORTH OF A SMALL RAILROAD
 NZ0450'BUILDING AT PECK, ABOUT 350 FEET NORTHWEST OF SEMAPHORE 531.7 AND
 NZ0450'531.6, 120 FEET NORTHWEST OF THE NORTHWEST END OF A CUT, 14 1/2 RAILS
 NZ0450'SOUTHEAST OF CULVERT 531.84, 13.2 FEET NORTHEAST OF THE NORTHEAST
 NZ0450'RAIL, ABOUT 2 FEET LOWER THAN THE TRACK, AND RIVETED ON TOP OF A 3
 NZ0450'1/2-INCH IRON PIPE ENCASED IN CONCRETE AND PROJECTING 0.7 FOOT ABOVE
 NZ0450'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0239 ***********************************************************************
 PC0239  DESIGNATION -  825
 PC0239  PID         -  PC0239
 PC0239  STATE/COUNTY-  OR/LANE
 PC0239  USGS QUAD   -  MOUNT JUNE (1986)
 PC0239
 PC0239                         *CURRENT SURVEY CONTROL
 PC0239  ___________________________________________________________________
 PC0239* NAD 83(1986)-  43 51 43.     (N)    122 40 04.     (W)     SCALED    
 PC0239* NAVD 88     -       252.125  (meters)     827.18   (feet)  ADJUSTED  
 PC0239  ___________________________________________________________________
 PC0239  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 PC0239  DYNAMIC HT  -         252.069 (meters)     827.00  (feet)  COMP
 PC0239  MODELED GRAV-     980,389.3   (mgal)                       NAVD 88
 PC0239
 PC0239  VERT ORDER  -  SECOND    CLASS 0
 PC0239
 PC0239.The horizontal coordinates were scaled from a topographic map and have
 PC0239.an estimated accuracy of +/- 6 seconds.
 PC0239
 PC0239.The orthometric height was determined by differential leveling
 PC0239.and adjusted in June 1991.
 PC0239
 PC0239.The geoid height was determined by GEOID03.
 PC0239
 PC0239.The dynamic height is computed by dividing the NAVD 88
 PC0239.geopotential number by the normal gravity value computed on the
 PC0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0239.degrees latitude (g = 980.6199 gals.).
 PC0239
 PC0239.The modeled gravity was interpolated from observed gravity values.
 PC0239
 PC0239;                    North         East    Units  Estimated Accuracy
 PC0239;SPC OR S     -   246,120.    1,325,750.      MT  (+/- 180 meters Scaled)
 PC0239
 PC0239                          SUPERSEDED SURVEY CONTROL
 PC0239
 PC0239  NGVD 29 (??/??/92)  251.020  (m)          823.55   (f) ADJ UNCH    2 0
 PC0239
 PC0239.Superseded values are not recommended for survey control.
 PC0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0239.See file dsdata.txt to determine how the superseded data were derived.
 PC0239
 PC0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP266565(NAD 83)
 PC0239_MARKER: DD = SURVEY DISK
 PC0239_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PC0239_SP_SET: CULVERT
 PC0239_STAMPING: 825
 PC0239_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PC0239
 PC0239  HISTORY     - Date     Condition        Report By
 PC0239  HISTORY     - UNK      MONUMENTED       USGS
 PC0239  HISTORY     - 1934     GOOD             NGS
 PC0239  HISTORY     - 1967     MARK NOT FOUND   USGS
 PC0239
 PC0239                          STATION DESCRIPTION
 PC0239
 PC0239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PC0239'IN RESERVE.
 PC0239'ALONG THE RIGHT OF WAY OF THE SOUTHERN PACIFIC RAILROAD CO., 300 FEET
 PC0239'NORTHWEST OF EAST END OF SIDING, AT MILEAGE 595.5, ON WEST END OF
 PC0239'SOUTH CAPSTONE OF 4 FOOT CONCRETE ARCH CULVERT, NO. 595 F.
 PC0239
 PC0239                          STATION RECOVERY (1967)
 PC0239
 PC0239'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 PC0239'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0004 ***********************************************************************
 QE0004  DESIGNATION -  829
 QE0004  PID         -  QE0004
 QE0004  STATE/COUNTY-  OR/MARION
 QE0004  USGS QUAD   -  MILL CITY NORTH (1985)
 QE0004
 QE0004                         *CURRENT SURVEY CONTROL
 QE0004  ___________________________________________________________________
 QE0004* NAD 83(1986)-  44 45 18.     (N)    122 28 36.     (W)     SCALED    
 QE0004* NAVD 88     -       254.063  (meters)     833.54   (feet)  ADJUSTED  
 QE0004  ___________________________________________________________________
 QE0004  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 QE0004  DYNAMIC HT  -         254.026 (meters)     833.42  (feet)  COMP
 QE0004  MODELED GRAV-     980,465.5   (mgal)                       NAVD 88
 QE0004
 QE0004  VERT ORDER  -  FIRST     CLASS II
 QE0004
 QE0004.The horizontal coordinates were scaled from a topographic map and have
 QE0004.an estimated accuracy of +/- 6 seconds.
 QE0004
 QE0004.The orthometric height was determined by differential leveling
 QE0004.and adjusted in June 1991.
 QE0004
 QE0004.The geoid height was determined by GEOID03.
 QE0004
 QE0004.The dynamic height is computed by dividing the NAVD 88
 QE0004.geopotential number by the normal gravity value computed on the
 QE0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0004.degrees latitude (g = 980.6199 gals.).
 QE0004
 QE0004.The modeled gravity was interpolated from observed gravity values.
 QE0004
 QE0004;                    North         East    Units  Estimated Accuracy
 QE0004;SPC OR N     -   122,850.    2,343,510.      MT  (+/- 180 meters Scaled)
 QE0004
 QE0004                          SUPERSEDED SURVEY CONTROL
 QE0004
 QE0004  NGVD 29 (??/??/92)  253.009  (m)          830.08   (f) ADJ UNCH    1 2
 QE0004
 QE0004.Superseded values are not recommended for survey control.
 QE0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0004.See file dsdata.txt to determine how the superseded data were derived.
 QE0004
 QE0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ414558(NAD 83)
 QE0004_MARKER: B = BOLT
 QE0004_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QE0004_SP_SET: CONCRETE BLOCK
 QE0004_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0004
 QE0004  HISTORY     - Date     Condition        Report By
 QE0004  HISTORY     - UNK      MONUMENTED       SPRR
 QE0004  HISTORY     - 1941     GOOD             NGS
 QE0004  HISTORY     - 1967     GOOD             NGS
 QE0004
 QE0004                          STATION DESCRIPTION
 QE0004
 QE0004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QE0004'IN MILL CITY.
 QE0004'MARK IS LOCATED AT THE NORTHWEST CORNER OF CROSSING OF NORTH SANTIAM
 QE0004'HIGHWAY AND SOUTHERN PACIFIC COMPANY RAILROAD, 6 FEET EAST OF EAST END
 QE0004'OF RAILROAD BRIDGE, 6 FEET NORTH OF NORTH RAIL.
 QE0004
 QE0004                          STATION RECOVERY (1967)
 QE0004
 QE0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 QE0004'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0396 ***********************************************************************
 OA0396  DESIGNATION -  83
 OA0396  PID         -  OA0396
 OA0396  STATE/COUNTY-  OR/LANE
 OA0396  USGS QUAD   -  FLORENCE (1984)
 OA0396
 OA0396                         *CURRENT SURVEY CONTROL
 OA0396  ___________________________________________________________________
 OA0396* NAD 83(1986)-  43 59 48.     (N)    124 01 32.     (W)     SCALED    
 OA0396* NAVD 88     -         1.506  (meters)       4.94   (feet)  ADJUSTED  
 OA0396  ___________________________________________________________________
 OA0396  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 OA0396  DYNAMIC HT  -           1.506 (meters)       4.94  (feet)  COMP
 OA0396  MODELED GRAV-     980,540.7   (mgal)                       NAVD 88
 OA0396
 OA0396  VERT ORDER  -  FIRST     CLASS II
 OA0396
 OA0396.The horizontal coordinates were scaled from a topographic map and have
 OA0396.an estimated accuracy of +/- 6 seconds.
 OA0396
 OA0396.The orthometric height was determined by differential leveling
 OA0396.and adjusted in June 1991.
 OA0396
 OA0396.The geoid height was determined by GEOID03.
 OA0396
 OA0396.The dynamic height is computed by dividing the NAVD 88
 OA0396.geopotential number by the normal gravity value computed on the
 OA0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0396.degrees latitude (g = 980.6199 gals.).
 OA0396
 OA0396.The modeled gravity was interpolated from observed gravity values.
 OA0396
 OA0396;                    North         East    Units  Estimated Accuracy
 OA0396;SPC OR S     -   264,790.    1,217,300.      MT  (+/- 180 meters Scaled)
 OA0396
 OA0396                          SUPERSEDED SURVEY CONTROL
 OA0396
 OA0396  NGVD 29 (??/??/92)    0.449  (m)            1.47   (f) ADJ UNCH    1 2
 OA0396
 OA0396.Superseded values are not recommended for survey control.
 OA0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0396.See file dsdata.txt to determine how the superseded data were derived.
 OA0396
 OA0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP177720(NAD 83)
 OA0396_MARKER: DD = SURVEY DISK
 OA0396_SETTING: 0 = UNSPECIFIED SETTING
 OA0396_STAMPING: 83 1933
 OA0396_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OA0396
 OA0396  HISTORY     - Date     Condition        Report By
 OA0396  HISTORY     - 1933     MONUMENTED       BPR
 OA0396  HISTORY     - 1941     GOOD             NGS
 OA0396  HISTORY     - 1955     MARK NOT FOUND   NGS
 OA0396  HISTORY     - 1979     MARK NOT FOUND   USGS
 OA0396
 OA0396                          STATION DESCRIPTION
 OA0396
 OA0396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 OA0396'1.0 MI E FROM CUSHMAN.
 OA0396'1.0 MILE EAST OF RR STATION ALONG OREGON STATE HIGHWAY 36, 1.0 MILE
 OA0396'EAST OF CUSHMAN, 43 FEET SOUTH OF THE CENTER OF THE ROAD, 3.0 FEET
 OA0396'BELOW THE LEVEL OF THE ROAD, AT WITNESS POST MARKED USBM.
 OA0396
 OA0396                          STATION RECOVERY (1955)
 OA0396
 OA0396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 OA0396'MARK NOT FOUND.
 OA0396
 OA0396                          STATION RECOVERY (1979)
 OA0396
 OA0396'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 OA0396'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0193 ***********************************************************************
 PC0193  DESIGNATION -  844
 PC0193  PID         -  PC0193
 PC0193  STATE/COUNTY-  OR/LANE
 PC0193  USGS QUAD   -  FALL CREEK LAKE (1986)
 PC0193
 PC0193                         *CURRENT SURVEY CONTROL
 PC0193  ___________________________________________________________________
 PC0193* NAD 83(1986)-  43 53 05.     (N)    122 42 59.     (W)     SCALED    
 PC0193* NAVD 88     -       258.318  (meters)     847.50   (feet)  ADJUSTED  
 PC0193  ___________________________________________________________________
 PC0193  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 PC0193  DYNAMIC HT  -         258.260 (meters)     847.31  (feet)  COMP
 PC0193  MODELED GRAV-     980,388.6   (mgal)                       NAVD 88
 PC0193
 PC0193  VERT ORDER  -  SECOND    CLASS 0
 PC0193
 PC0193.The horizontal coordinates were scaled from a topographic map and have
 PC0193.an estimated accuracy of +/- 6 seconds.
 PC0193
 PC0193.The orthometric height was determined by differential leveling
 PC0193.and adjusted in June 1991.
 PC0193
 PC0193.The geoid height was determined by GEOID03.
 PC0193
 PC0193.The dynamic height is computed by dividing the NAVD 88
 PC0193.geopotential number by the normal gravity value computed on the
 PC0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0193.degrees latitude (g = 980.6199 gals.).
 PC0193
 PC0193.The modeled gravity was interpolated from observed gravity values.
 PC0193
 PC0193;                    North         East    Units  Estimated Accuracy
 PC0193;SPC OR S     -   248,750.    1,321,910.      MT  (+/- 180 meters Scaled)
 PC0193
 PC0193                          SUPERSEDED SURVEY CONTROL
 PC0193
 PC0193  NGVD 29 (??/??/92)  257.210  (m)          843.86   (f) ADJ UNCH    2 0
 PC0193
 PC0193.Superseded values are not recommended for survey control.
 PC0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0193.See file dsdata.txt to determine how the superseded data were derived.
 PC0193
 PC0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP227591(NAD 83)
 PC0193_MARKER: DD = SURVEY DISK
 PC0193_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PC0193_SP_SET: CULVERT
 PC0193_STAMPING: 844 1931
 PC0193_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PC0193
 PC0193  HISTORY     - Date     Condition        Report By
 PC0193  HISTORY     - 1931     MONUMENTED       ORDT
 PC0193  HISTORY     - 1942     GOOD             NGS
 PC0193
 PC0193                          STATION DESCRIPTION
 PC0193
 PC0193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 PC0193'17.8 MI SE FROM GOSHEN.
 PC0193'17.8 MILES SOUTHEAST OF POST OFFICE ALONG STATE HIGHWAY 58, 40 FEET
 PC0193'SOUTH OF CENTER LINE OF THE HIGHWAY, 4.1 MILES SOUTHEAST OF LOWELL
 PC0193'BRIDGE, 10 FEET BELOW ROADWAY, IN SOUTHWEST END OF A CONCRETE CULVERT
 PC0193'HEADWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1061 ***********************************************************************
 QE1061  DESIGNATION -  85 A 2 B 1
 QE1061  PID         -  QE1061
 QE1061  STATE/COUNTY-  OR/LINCOLN
 QE1061  USGS QUAD   -  WALDPORT (1984)
 QE1061
 QE1061                         *CURRENT SURVEY CONTROL
 QE1061  ___________________________________________________________________
 QE1061* NAD 83(1986)-  44 29 14.     (N)    124 04 58.     (W)     SCALED    
 QE1061* NAVD 88     -        18.737  (meters)      61.47   (feet)  ADJUSTED  
 QE1061  ___________________________________________________________________
 QE1061  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 QE1061  DYNAMIC HT  -          18.736 (meters)      61.47  (feet)  COMP
 QE1061  MODELED GRAV-     980,569.8   (mgal)                       NAVD 88
 QE1061
 QE1061  VERT ORDER  -  FIRST     CLASS II
 QE1061
 QE1061.The horizontal coordinates were scaled from a topographic map and have
 QE1061.an estimated accuracy of +/- 6 seconds.
 QE1061
 QE1061.The orthometric height was determined by differential leveling
 QE1061.and adjusted in June 1991.
 QE1061
 QE1061.The geoid height was determined by GEOID03.
 QE1061
 QE1061.The dynamic height is computed by dividing the NAVD 88
 QE1061.geopotential number by the normal gravity value computed on the
 QE1061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1061.degrees latitude (g = 980.6199 gals.).
 QE1061
 QE1061.The modeled gravity was interpolated from observed gravity values.
 QE1061
 QE1061;                    North         East    Units  Estimated Accuracy
 QE1061;SPC OR N     -    97,500.    2,215,100.      MT  (+/- 180 meters Scaled)
 QE1061
 QE1061                          SUPERSEDED SURVEY CONTROL
 QE1061
 QE1061.No superseded survey control is available for this station.
 QE1061
 QE1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ139265(NAD 83)
 QE1061_MARKER: DB = BENCH MARK DISK
 QE1061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE1061_SP_SET: CONCRETE POST
 QE1061_STAMPING: 5A2B1 8 58 1931
 QE1061_MARK LOGO: BPR   
 QE1061_PROJECTION: PROJECTING 15 CENTIMETERS
 QE1061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE1061+STABILITY: SURFACE MOTION
 QE1061
 QE1061  HISTORY     - Date     Condition        Report By
 QE1061  HISTORY     - 1931     MONUMENTED       CGS
 QE1061  HISTORY     - 1941     GOOD             NGS
 QE1061  HISTORY     - 1988     POOR             NGS
 QE1061
 QE1061                          STATION DESCRIPTION
 QE1061
 QE1061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QE1061'4.4 MI N FROM WALDPORT.
 QE1061'ALONG U. S. HIGHWAY 101, 4.4 MILES NORTH OF WALDPORT, 40 FEET EAST OF
 QE1061'THE CENTER OF THE ROAD, SET IN CONCRETE POST.  NOTE-- A 4 X 4 WITNESS
 QE1061'POST WAS SET NEAR MARK.
 QE1061
 QE1061                          STATION RECOVERY (1988)
 QE1061
 QE1061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QE1061'RECOVERED IN POOR CONDITION.  A NEW DESCRIPTION FOLLOWS.  7.0 KM
 QE1061'(4.35 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM ITS JUNCTION WITH
 QE1061'STATE HIGHWAY 34 IN WALDPORT, 58.0 M (190.3 FT) SOUTH OF THE EXTENDED
 QE1061'CENTER OF GRANDVIEW STREET, 24.4 M (80.1 FT) WEST OF BENCH MARK 8 E
 QE1061'BPR, AND 12.2 M (40.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY.
 QE1061'NOTE--THE MARK IS LEANING TO THE EAST AT ABOUT A 30 DEGREE ANGLE, AND
 QE1061'WILL NOT BE LEVELED TO THIS SURVEY.
 QE1061'THE MARK IS 0.7 METERS  E FROM  A WITNESS POST
 QE1061'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0796 ***********************************************************************
 NZ0796  DESIGNATION -  853
 NZ0796  PID         -  NZ0796
 NZ0796  STATE/COUNTY-  OR/DOUGLAS
 NZ0796  USGS QUAD   -  LIVE OAK MOUNTAIN (1990)
 NZ0796
 NZ0796                         *CURRENT SURVEY CONTROL
 NZ0796  ___________________________________________________________________
 NZ0796* NAD 83(1986)-  42 53 33.     (N)    123 33 29.     (W)     SCALED    
 NZ0796* NAVD 88     -       261.541  (meters)     858.07   (feet)  ADJUSTED  
 NZ0796  ___________________________________________________________________
 NZ0796  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 NZ0796  DYNAMIC HT  -         261.464 (meters)     857.82  (feet)  COMP
 NZ0796  MODELED GRAV-     980,320.6   (mgal)                       NAVD 88
 NZ0796
 NZ0796  VERT ORDER  -  FIRST     CLASS II
 NZ0796
 NZ0796.The horizontal coordinates were scaled from a topographic map and have
 NZ0796.an estimated accuracy of +/- 6 seconds.
 NZ0796
 NZ0796.The orthometric height was determined by differential leveling
 NZ0796.and adjusted in June 1991.
 NZ0796
 NZ0796.The geoid height was determined by GEOID03.
 NZ0796
 NZ0796.The dynamic height is computed by dividing the NAVD 88
 NZ0796.geopotential number by the normal gravity value computed on the
 NZ0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0796.degrees latitude (g = 980.6199 gals.).
 NZ0796
 NZ0796.The modeled gravity was interpolated from observed gravity values.
 NZ0796
 NZ0796;                    North         East    Units  Estimated Accuracy
 NZ0796;SPC OR S     -   140,730.    1,250,290.      MT  (+/- 180 meters Scaled)
 NZ0796
 NZ0796                          SUPERSEDED SURVEY CONTROL
 NZ0796
 NZ0796  NGVD 29 (??/??/92)  260.505  (m)          854.67   (f) ADJ UNCH    1 2
 NZ0796
 NZ0796.Superseded values are not recommended for survey control.
 NZ0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0796.See file dsdata.txt to determine how the superseded data were derived.
 NZ0796
 NZ0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN544490(NAD 83)
 NZ0796_MARKER: P = PIPE CAP
 NZ0796_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NZ0796_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NZ0796_STAMPING: 853 B 1903
 NZ0796_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0796
 NZ0796  HISTORY     - Date     Condition        Report By
 NZ0796  HISTORY     - 1903     MONUMENTED       USGS
 NZ0796  HISTORY     - 1954     GOOD             NGS
 NZ0796
 NZ0796                          STATION DESCRIPTION
 NZ0796
 NZ0796'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NZ0796'0.4 MI N FROM DADS CREEK.
 NZ0796'0.4 MILE NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 NZ0796'SECTION HOUSE AT DADS CREEK, 0.1 MILE SOUTHEAST OF THE STEEL GIRDER
 NZ0796'BRIDGE OVER TABLE CREEK, 4 RAILS NORTHWEST OF CULVERT 529.85, 11 FEET
 NZ0796'SOUTHEAST OF A TELEPHONE POLE, 9.3 FEET NORTHEAST OF THE NORTHEAST
 NZ0796'RAIL, ABOUT 1 FOOT LOWER THAN THE TRACK, AND RIVETED ON TOP OF A 3
 NZ0796'1/2-INCH IRON PIPE PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0705 ***********************************************************************
 NW0705  DESIGNATION -  86 RTV
 NW0705  PID         -  NW0705
 NW0705  STATE/COUNTY-  OR/MALHEUR
 NW0705  USGS QUAD   -  TENMILE RANCH (1982)
 NW0705
 NW0705                         *CURRENT SURVEY CONTROL
 NW0705  ___________________________________________________________________
 NW0705* NAD 83(1986)-  42 05 40.     (N)    117 44 19.     (W)     SCALED    
 NW0705* NAVD 88     -      1415.039  (meters)    4642.51   (feet)  ADJUSTED  
 NW0705  ___________________________________________________________________
 NW0705  GEOID HEIGHT-         -18.61  (meters)                     GEOID03
 NW0705  DYNAMIC HT  -        1414.107 (meters)    4639.45  (feet)  COMP
 NW0705  MODELED GRAV-     979,914.3   (mgal)                       NAVD 88
 NW0705
 NW0705  VERT ORDER  -  SECOND    CLASS 0
 NW0705
 NW0705.The horizontal coordinates were scaled from a topographic map and have
 NW0705.an estimated accuracy of +/- 6 seconds.
 NW0705
 NW0705.The orthometric height was determined by differential leveling
 NW0705.and adjusted in August 1995.
 NW0705
 NW0705.The geoid height was determined by GEOID03.
 NW0705
 NW0705.The dynamic height is computed by dividing the NAVD 88
 NW0705.geopotential number by the normal gravity value computed on the
 NW0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0705.degrees latitude (g = 980.6199 gals.).
 NW0705
 NW0705.The modeled gravity was interpolated from observed gravity values.
 NW0705
 NW0705;                    North         East    Units  Estimated Accuracy
 NW0705;SPC OR S     -    51,290.    1,728,420.      MT  (+/- 180 meters Scaled)
 NW0705
 NW0705                          SUPERSEDED SURVEY CONTROL
 NW0705
 NW0705.No superseded survey control is available for this station.
 NW0705
 NW0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG389605(NAD 83)
 NW0705_MARKER: DB = BENCH MARK DISK
 NW0705_SETTING: 66 = SET IN ROCK OUTCROP
 NW0705_SP_SET: BEDROCK
 NW0705_STAMPING: 86 RTV 1979
 NW0705_MARK LOGO: USGS  
 NW0705_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0705_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0705+STABILITY: POSITION/ELEVATION WELL
 NW0705
 NW0705  HISTORY     - Date     Condition        Report By
 NW0705  HISTORY     - 1979     MONUMENTED       USGS
 NW0705
 NW0705                          STATION DESCRIPTION
 NW0705
 NW0705'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 NW0705'FROM THE MCDERMITT, NEVADA POST OFFICE, PROCEED 6.5 MILES NORTH ALONG
 NW0705'U S HIGHWAY 95, 94 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 3 FEET
 NW0705'EAST OF A FENCE, SET ON 3 FEET OF COPPER-COATED ROD CEMENTED IN
 NW0705'BEDROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1176 ***********************************************************************
 RC1176  DESIGNATION -  866
 RC1176  PID         -  RC1176
 RC1176  STATE/COUNTY-  OR/WASCO
 RC1176  USGS QUAD   -  MAUPIN (1996)
 RC1176
 RC1176                         *CURRENT SURVEY CONTROL
 RC1176  ___________________________________________________________________
 RC1176* NAD 83(1986)-  45 09 54.     (N)    121 05 27.     (W)     SCALED    
 RC1176* NAVD 88     -       265.163  (meters)     869.96   (feet)  ADJUSTED  
 RC1176  ___________________________________________________________________
 RC1176  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 RC1176  DYNAMIC HT  -         265.128 (meters)     869.84  (feet)  COMP
 RC1176  MODELED GRAV-     980,479.9   (mgal)                       NAVD 88
 RC1176
 RC1176  VERT ORDER  -  SECOND    CLASS 0
 RC1176
 RC1176.The horizontal coordinates were scaled from a topographic map and have
 RC1176.an estimated accuracy of +/- 6 seconds.
 RC1176
 RC1176.The orthometric height was determined by differential leveling
 RC1176.and adjusted in June 1991.
 RC1176
 RC1176.The geoid height was determined by GEOID03.
 RC1176
 RC1176.The dynamic height is computed by dividing the NAVD 88
 RC1176.geopotential number by the normal gravity value computed on the
 RC1176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1176.degrees latitude (g = 980.6199 gals.).
 RC1176
 RC1176.The modeled gravity was interpolated from observed gravity values.
 RC1176
 RC1176;                    North         East    Units  Estimated Accuracy
 RC1176;SPC OR N     -   166,670.    2,453,550.      MT  (+/- 180 meters Scaled)
 RC1176
 RC1176                          SUPERSEDED SURVEY CONTROL
 RC1176
 RC1176  NGVD 29 (??/??/92)  264.138  (m)          866.59   (f) ADJ UNCH    2 0
 RC1176
 RC1176.Superseded values are not recommended for survey control.
 RC1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1176.See file dsdata.txt to determine how the superseded data were derived.
 RC1176
 RC1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR500030(NAD 83)
 RC1176_MARKER: DB = BENCH MARK DISK
 RC1176_SETTING: 0 = UNSPECIFIED SETTING
 RC1176_STAMPING: 866 ORE 1911
 RC1176_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC1176
 RC1176  HISTORY     - Date     Condition        Report By
 RC1176  HISTORY     - 1911     MONUMENTED       USGS
 RC1176  HISTORY     - 1934     GOOD             NGS
 RC1176  HISTORY     - 1985     GOOD             USPSQD
 RC1176
 RC1176                          STATION DESCRIPTION
 RC1176
 RC1176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RC1176'0.5 MI S FROM MAUPIN.
 RC1176'0.5 MI. SOUTH ALONG O.W.R.R. AND N.RY. FROM STATION.  ALONG THE RIGHT
 RC1176'OF WAY OF THE OREGON-WASHINGTON RAILROAD AND NAVIGATION CO., 0.2 MILE
 RC1176'NORTH OF MILE POST 52, 300 FEET SOUTH OF STAG CANYON, 12 FEET EAST OF
 RC1176'TRACK ON BASALT SHELF OF RAILROAD CUT, ABOUT 3 FEET ABOVE GRADE.
 RC1176
 RC1176                          STATION RECOVERY (1985)
 RC1176
 RC1176'RECOVERY NOTE BY US POWER SQUADRON 1985
 RC1176'FROM THE DESCHUTER RIVER BRIDGE IN EAST MAUPIN, GO SOUTH ON HWY. 197,
 RC1176'TAKE FIRST ROAD TO RIGHT AND FOLLOW ABOUT 0.2 MILE TO RECREATIONAL
 RC1176'INFORMATION STATION. THIS IS LOCATION OF OLD RAILROAD DEPOT AND THIS
 RC1176'ROAD IS OLD ABANDONED U.P. RAILROAD THIS IS LOCATION OF OLD RAILROAD
 RC1176'DEPOT AND THIS ROAD IS OLD ABANDONED U.P. RAILROAD BED. CONTINUE
 RC1176'SOUTH 0.5 MILES TO STATION ON LEFT, 90 FEET NORTH OF A SIGN 'ROUGH
 RC1176'ROAD 6 MI.' AND ABOUT 350 FEET SOUTH OF FIRST 'CATTLE GATE' (THIS IS
 RC1176'STAG CANYON) STATION IS A STANDARD DISK ABOUT 4.0 FEET HIGHER THAN
 RC1176'ROAD BED IN A DRILL HOLE IN A FLAT SURFACE OF BASALT ROCK. OMIT
 RC1176'MILEPOST AND SIGNS IN DESCRIPTION UNLESS IN NEW DESC.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0657 ***********************************************************************
 NW0657  DESIGNATION -  87 FMK
 NW0657  PID         -  NW0657
 NW0657  STATE/COUNTY-  OR/MALHEUR
 NW0657  USGS QUAD   -  THREEMILE HILL (1969)
 NW0657
 NW0657                         *CURRENT SURVEY CONTROL
 NW0657  ___________________________________________________________________
 NW0657* NAD 83(1986)-  42 52 42.     (N)    117 25 04.     (W)     SCALED    
 NW0657* NAVD 88     -      1283.304  (meters)    4210.31   (feet)  ADJUSTED  
 NW0657  ___________________________________________________________________
 NW0657  GEOID HEIGHT-         -17.64  (meters)                     GEOID03
 NW0657  DYNAMIC HT  -        1282.630 (meters)    4208.10  (feet)  COMP
 NW0657  MODELED GRAV-     980,050.0   (mgal)                       NAVD 88
 NW0657
 NW0657  VERT ORDER  -  SECOND    CLASS 0
 NW0657
 NW0657.The horizontal coordinates were scaled from a topographic map and have
 NW0657.an estimated accuracy of +/- 6 seconds.
 NW0657
 NW0657.The orthometric height was determined by differential leveling
 NW0657.and adjusted in August 1995.
 NW0657
 NW0657.The geoid height was determined by GEOID03.
 NW0657
 NW0657.The dynamic height is computed by dividing the NAVD 88
 NW0657.geopotential number by the normal gravity value computed on the
 NW0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0657.degrees latitude (g = 980.6199 gals.).
 NW0657
 NW0657.The modeled gravity was interpolated from observed gravity values.
 NW0657
 NW0657;                    North         East    Units  Estimated Accuracy
 NW0657;SPC OR S     -   139,230.    1,751,740.      MT  (+/- 180 meters Scaled)
 NW0657
 NW0657                          SUPERSEDED SURVEY CONTROL
 NW0657
 NW0657.No superseded survey control is available for this station.
 NW0657
 NW0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH658473(NAD 83)
 NW0657_MARKER: DB = BENCH MARK DISK
 NW0657_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0657_SP_SET: COPPER-CLAD STEEL ROD
 NW0657_STAMPING: 87 FMK 1968 4207
 NW0657_MARK LOGO: USGS  
 NW0657_PROJECTION: FLUSH
 NW0657_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0657_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0657_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0657+SATELLITE: SATELLITE OBSERVATIONS - 1968
 NW0657_ROD/PIPE-DEPTH: 1.52 meters
 NW0657
 NW0657  HISTORY     - Date     Condition        Report By
 NW0657  HISTORY     - 1968     MONUMENTED       USGS
 NW0657
 NW0657                          STATION DESCRIPTION
 NW0657
 NW0657'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 NW0657'FROM THE JORDAN VALLEY, OREGON POST OFFICE, PROCEED 21.6 MILES WEST
 NW0657'ALONG U.S. HIGHWAY 95, 0.4 MILE EAST OF MILE POST 42, 107 FEET SOUTH
 NW0657'OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT NORTH OF A RIGHT-OF-WAY
 NW0657'FENCE, WITNESS POST SET AT THE BENCH MARK, BENCH MARK IS ENCASED IN A
 NW0657'6 INCH BLACK FIBER PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0706 ***********************************************************************
 NW0706  DESIGNATION -  87 RTV
 NW0706  PID         -  NW0706
 NW0706  STATE/COUNTY-  OR/MALHEUR
 NW0706  USGS QUAD   -  TENMILE RANCH (1982)
 NW0706
 NW0706                         *CURRENT SURVEY CONTROL
 NW0706  ___________________________________________________________________
 NW0706* NAD 83(1986)-  42 06 39.     (N)    117 44 33.     (W)     SCALED    
 NW0706* NAVD 88     -      1406.590  (meters)    4614.79   (feet)  ADJUSTED  
 NW0706  ___________________________________________________________________
 NW0706  GEOID HEIGHT-         -18.57  (meters)                     GEOID03
 NW0706  DYNAMIC HT  -        1405.666 (meters)    4611.76  (feet)  COMP
 NW0706  MODELED GRAV-     979,915.8   (mgal)                       NAVD 88
 NW0706
 NW0706  VERT ORDER  -  SECOND    CLASS 0
 NW0706
 NW0706.The horizontal coordinates were scaled from a topographic map and have
 NW0706.an estimated accuracy of +/- 6 seconds.
 NW0706
 NW0706.The orthometric height was determined by differential leveling
 NW0706.and adjusted in August 1995.
 NW0706
 NW0706.The geoid height was determined by GEOID03.
 NW0706
 NW0706.The dynamic height is computed by dividing the NAVD 88
 NW0706.geopotential number by the normal gravity value computed on the
 NW0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0706.degrees latitude (g = 980.6199 gals.).
 NW0706
 NW0706.The modeled gravity was interpolated from observed gravity values.
 NW0706
 NW0706;                    North         East    Units  Estimated Accuracy
 NW0706;SPC OR S     -    53,100.    1,728,040.      MT  (+/- 180 meters Scaled)
 NW0706
 NW0706                          SUPERSEDED SURVEY CONTROL
 NW0706
 NW0706.No superseded survey control is available for this station.
 NW0706
 NW0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG386623(NAD 83)
 NW0706_MARKER: DB = BENCH MARK DISK
 NW0706_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0706_SP_SET: COPPER-CLAD STEEL ROD
 NW0706_STAMPING: 87 RTV 1979
 NW0706_MARK LOGO: USGS  
 NW0706_PROJECTION: FLUSH
 NW0706_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0706_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0706_ROD/PIPE-DEPTH: 2.29 meters
 NW0706
 NW0706  HISTORY     - Date     Condition        Report By
 NW0706  HISTORY     - 1979     MONUMENTED       USGS
 NW0706
 NW0706                          STATION DESCRIPTION
 NW0706
 NW0706'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 NW0706'FROM THE MCDERMITT, NEVADA POST OFFICE, PROCEED 8.0 MILES NORTH ALONG
 NW0706'U S HIGHWAY 95 TO A T-FENCE, 101 FEET EAST OF THE CENTERLINE OF THE
 NW0706'HIGHWAY, 2 FEET WEST OF THE T-FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0235 ***********************************************************************
 PC0235  DESIGNATION -  874
 PC0235  PID         -  PC0235
 PC0235  STATE/COUNTY-  OR/LANE
 PC0235  USGS QUAD   -  WESTFIR WEST (1997)
 PC0235
 PC0235                         *CURRENT SURVEY CONTROL
 PC0235  ___________________________________________________________________
 PC0235* NAD 83(1986)-  43 49 48.     (N)    122 37 27.     (W)     SCALED    
 PC0235* NAVD 88     -       267.085  (meters)     876.26   (feet)  ADJUSTED  
 PC0235  ___________________________________________________________________
 PC0235  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 PC0235  DYNAMIC HT  -         267.022 (meters)     876.05  (feet)  COMP
 PC0235  MODELED GRAV-     980,378.1   (mgal)                       NAVD 88
 PC0235
 PC0235  VERT ORDER  -  SECOND    CLASS 0
 PC0235
 PC0235.The horizontal coordinates were scaled from a topographic map and have
 PC0235.an estimated accuracy of +/- 6 seconds.
 PC0235
 PC0235.The orthometric height was determined by differential leveling
 PC0235.and adjusted in June 1991.
 PC0235
 PC0235.The geoid height was determined by GEOID03.
 PC0235
 PC0235.The dynamic height is computed by dividing the NAVD 88
 PC0235.geopotential number by the normal gravity value computed on the
 PC0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0235.degrees latitude (g = 980.6199 gals.).
 PC0235
 PC0235.The modeled gravity was interpolated from observed gravity values.
 PC0235
 PC0235;                    North         East    Units  Estimated Accuracy
 PC0235;SPC OR S     -   242,480.    1,329,170.      MT  (+/- 180 meters Scaled)
 PC0235
 PC0235                          SUPERSEDED SURVEY CONTROL
 PC0235
 PC0235  NGVD 29 (??/??/92)  265.979  (m)          872.63   (f) ADJ UNCH    2 0
 PC0235
 PC0235.Superseded values are not recommended for survey control.
 PC0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0235.See file dsdata.txt to determine how the superseded data were derived.
 PC0235
 PC0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP302530(NAD 83)
 PC0235_MARKER: DD = SURVEY DISK
 PC0235_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PC0235_SP_SET: ABUTMENT
 PC0235_STAMPING: 874
 PC0235_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PC0235
 PC0235  HISTORY     - Date     Condition        Report By
 PC0235  HISTORY     - UNK      MONUMENTED       USGS
 PC0235  HISTORY     - 1934     GOOD             NGS
 PC0235
 PC0235                          STATION DESCRIPTION
 PC0235
 PC0235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PC0235'0.5 MI W FROM ARMET.
 PC0235'0.5 MILE WEST FROM STATION.  ALONG THE RIGHT OF WAY OF THE SOUTHERN
 PC0235'PACIFIC RAILROAD CO., AT MILEAGE 592.5, 200 FEET SOUTHEAST OF ROAD
 PC0235'CROSSING, ON 20 FOOT BALLAST DECK BRIDGE, AND ON EAST END OF SOUTHERLY
 PC0235'ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0658 ***********************************************************************
 NW0658  DESIGNATION -  88 FMK
 NW0658  PID         -  NW0658
 NW0658  STATE/COUNTY-  OR/MALHEUR
 NW0658  USGS QUAD   -  THREEMILE HILL (1969)
 NW0658
 NW0658                         *CURRENT SURVEY CONTROL
 NW0658  ___________________________________________________________________
 NW0658* NAD 83(1986)-  42 52 43.     (N)    117 26 03.     (W)     SCALED    
 NW0658* NAVD 88     -      1254.643  (meters)    4116.27   (feet)  ADJUSTED  
 NW0658  ___________________________________________________________________
 NW0658  GEOID HEIGHT-         -17.68  (meters)                     GEOID03
 NW0658  DYNAMIC HT  -        1253.986 (meters)    4114.12  (feet)  COMP
 NW0658  MODELED GRAV-     980,053.5   (mgal)                       NAVD 88
 NW0658
 NW0658  VERT ORDER  -  SECOND    CLASS 0
 NW0658
 NW0658.The horizontal coordinates were scaled from a topographic map and have
 NW0658.an estimated accuracy of +/- 6 seconds.
 NW0658
 NW0658.The orthometric height was determined by differential leveling
 NW0658.and adjusted in August 1995.
 NW0658
 NW0658.The geoid height was determined by GEOID03.
 NW0658
 NW0658.The dynamic height is computed by dividing the NAVD 88
 NW0658.geopotential number by the normal gravity value computed on the
 NW0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0658.degrees latitude (g = 980.6199 gals.).
 NW0658
 NW0658.The modeled gravity was interpolated from observed gravity values.
 NW0658
 NW0658;                    North         East    Units  Estimated Accuracy
 NW0658;SPC OR S     -   139,210.    1,750,400.      MT  (+/- 180 meters Scaled)
 NW0658
 NW0658                          SUPERSEDED SURVEY CONTROL
 NW0658
 NW0658.No superseded survey control is available for this station.
 NW0658
 NW0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH645474(NAD 83)
 NW0658_MARKER: DB = BENCH MARK DISK
 NW0658_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0658_SP_SET: COPPER-CLAD STEEL ROD
 NW0658_STAMPING: 88 FMK 1968 4113
 NW0658_MARK LOGO: USGS  
 NW0658_PROJECTION: FLUSH
 NW0658_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0658_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0658_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0658+SATELLITE: SATELLITE OBSERVATIONS - 1968
 NW0658_ROD/PIPE-DEPTH: 3.05 meters
 NW0658
 NW0658  HISTORY     - Date     Condition        Report By
 NW0658  HISTORY     - 1968     MONUMENTED       USGS
 NW0658
 NW0658                          STATION DESCRIPTION
 NW0658
 NW0658'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 NW0658'FROM THE JORDAN VALLEY, OREGON POST OFFICE, PROCEED 22.5 MILES WEST
 NW0658'ALONG U.S. HIGHWAY 95 TO A T-ROAD SOUTH, 0.5 MILE WEST OF MILE POST
 NW0658'42, 109 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 30 FEET EAST OF
 NW0658'THE T-ROAD SOUTH, 1 FOOT NORTH OF A RIGHT-OF-WAY FENCE, BENCH MARK IS
 NW0658'ENCASED IN A 6 INCH BLACK FIBER PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0707 ***********************************************************************
 NW0707  DESIGNATION -  88 RTV
 NW0707  PID         -  NW0707
 NW0707  STATE/COUNTY-  OR/MALHEUR
 NW0707  USGS QUAD   -  TENMILE RANCH (1982)
 NW0707
 NW0707                         *CURRENT SURVEY CONTROL
 NW0707  ___________________________________________________________________
 NW0707* NAD 83(1986)-  42 07 17.     (N)    117 44 43.     (W)     SCALED    
 NW0707* NAVD 88     -      1400.442  (meters)    4594.62   (feet)  ADJUSTED  
 NW0707  ___________________________________________________________________
 NW0707  GEOID HEIGHT-         -18.55  (meters)                     GEOID03
 NW0707  DYNAMIC HT  -        1399.523 (meters)    4591.60  (feet)  COMP
 NW0707  MODELED GRAV-     979,917.2   (mgal)                       NAVD 88
 NW0707
 NW0707  VERT ORDER  -  SECOND    CLASS 0
 NW0707
 NW0707.The horizontal coordinates were scaled from a topographic map and have
 NW0707.an estimated accuracy of +/- 6 seconds.
 NW0707
 NW0707.The orthometric height was determined by differential leveling
 NW0707.and adjusted in August 1995.
 NW0707
 NW0707.The geoid height was determined by GEOID03.
 NW0707
 NW0707.The dynamic height is computed by dividing the NAVD 88
 NW0707.geopotential number by the normal gravity value computed on the
 NW0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0707.degrees latitude (g = 980.6199 gals.).
 NW0707
 NW0707.The modeled gravity was interpolated from observed gravity values.
 NW0707
 NW0707;                    North         East    Units  Estimated Accuracy
 NW0707;SPC OR S     -    54,260.    1,727,770.      MT  (+/- 180 meters Scaled)
 NW0707
 NW0707                          SUPERSEDED SURVEY CONTROL
 NW0707
 NW0707.No superseded survey control is available for this station.
 NW0707
 NW0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG383635(NAD 83)
 NW0707_MARKER: DB = BENCH MARK DISK
 NW0707_SETTING: 66 = SET IN ROCK OUTCROP
 NW0707_SP_SET: BEDROCK
 NW0707_STAMPING: 88 RTV 1979
 NW0707_MARK LOGO: USGS  
 NW0707_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0707_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0707+STABILITY: POSITION/ELEVATION WELL
 NW0707
 NW0707  HISTORY     - Date     Condition        Report By
 NW0707  HISTORY     - 1979     MONUMENTED       USGS
 NW0707
 NW0707                          STATION DESCRIPTION
 NW0707
 NW0707'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 NW0707'FROM THE MCDERMITT, NEVADA POST OFFICE, PROCEED 8.75 MILES NORTH
 NW0707'ALONG U S HIGHWAY 95 TO A GATE IN THE FENCE, 98 FEET EAST OF THE
 NW0707'CENTERLINE OF THE HIGHWAY, 55 FEET SOUTH OF THE GATE, SET ON 4 FEET
 NW0707'OF COPPER-COATED ROD CEMENTED IN BEDROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0092 ***********************************************************************
 OA0092  DESIGNATION -  89
 OA0092  PID         -  OA0092
 OA0092  STATE/COUNTY-  OR/CURRY
 OA0092  USGS QUAD   -  LANGLOIS (1996)
 OA0092
 OA0092                         *CURRENT SURVEY CONTROL
 OA0092  ___________________________________________________________________
 OA0092* NAD 83(1986)-  42 55 35.     (N)    124 26 58.     (W)     SCALED    
 OA0092* NAVD 88     -        28.163  (meters)      92.40   (feet)  ADJUSTED  
 OA0092  ___________________________________________________________________
 OA0092  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 OA0092  DYNAMIC HT  -          28.157 (meters)      92.38  (feet)  COMP
 OA0092  MODELED GRAV-     980,430.1   (mgal)                       NAVD 88
 OA0092
 OA0092  VERT ORDER  -  FIRST     CLASS II
 OA0092
 OA0092.The horizontal coordinates were scaled from a topographic map and have
 OA0092.an estimated accuracy of +/- 6 seconds.
 OA0092
 OA0092.The orthometric height was determined by differential leveling
 OA0092.and adjusted in June 1991.
 OA0092
 OA0092.The geoid height was determined by GEOID03.
 OA0092
 OA0092.The dynamic height is computed by dividing the NAVD 88
 OA0092.geopotential number by the normal gravity value computed on the
 OA0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0092.degrees latitude (g = 980.6199 gals.).
 OA0092
 OA0092.The modeled gravity was interpolated from observed gravity values.
 OA0092
 OA0092;                    North         East    Units  Estimated Accuracy
 OA0092;SPC OR S     -   147,530.    1,177,730.      MT  (+/- 180 meters Scaled)
 OA0092
 OA0092                          SUPERSEDED SURVEY CONTROL
 OA0092
 OA0092  NGVD 29 (12/02/92)   26.988  (m)           88.54   (f) ADJUSTED    1 2
 OA0092
 OA0092.Superseded values are not recommended for survey control.
 OA0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0092.See file dsdata.txt to determine how the superseded data were derived.
 OA0092
 OA0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN817536(NAD 83)
 OA0092_MARKER: P = PIPE CAP
 OA0092_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OA0092_SP_SET: SHALLOW-SET PIPE
 OA0092_STAMPING: 89 1898
 OA0092_MARK LOGO: USGS  
 OA0092_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OA0092_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OA0092+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2002
 OA0092
 OA0092  HISTORY     - Date     Condition        Report By
 OA0092  HISTORY     - 1898     MONUMENTED       USGS
 OA0092  HISTORY     - 1941     GOOD             NGS
 OA0092  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 OA0092  HISTORY     - 1988     GOOD             NGS
 OA0092  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 OA0092  HISTORY     - 20020507 GOOD             USPSQD
 OA0092
 OA0092                          STATION DESCRIPTION
 OA0092
 OA0092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 OA0092'IN LANGLOIS.
 OA0092'AT LANGLOIS, CURRY COUNTY, ON THE ORGEON COAST HIGHWAY (U. S. 101), AT
 OA0092'THE SOUTHWEST CORNER OF THE FRONT YARD OF A BOARDING HOUSE IN THE
 OA0092'CENTER OF THE TOWN, 34 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 16
 OA0092'FEET NORTH OF A SIDE-ROAD DITCH, 5 FEET EAST OF THE WEST FENCE, 3 FEET
 OA0092'NORTH OF THE SOUTH FENCE, 1 FOOT WEST OF A FLAGPOLE, AND AT A 4- BY
 OA0092'4-INCH WHITE WOODEN POST STENCILED U. S. B. M.  A UNITED STATES
 OA0092'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 89 MP 1898 AND RIVETED ON THE
 OA0092'TOP OF A 3 1/2-INCH IRON PIPE ENCASED IN CONCRETE PROJECTING ABOUT 12
 OA0092'INCHES ABOVE GROUND.
 OA0092
 OA0092                          STATION RECOVERY (1985)
 OA0092
 OA0092'RECOVERY NOTE BY US POWER SQUADRON 1985
 OA0092'MARK NOT FOUND.
 OA0092
 OA0092                          STATION RECOVERY (1988)
 OA0092
 OA0092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 OA0092'RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS.  IN LANGLOIS,
 OA0092'AT THE INTERSECTION OF U.S. HIGHWAY 101 AND SECOND STREET, 10.4 M
 OA0092'(34.1 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 10.0 M (32.8 FT)
 OA0092'NORTH OF THE CENTER OF THE STREET, AND 9.5 M (31.2 FT) WEST OF THE
 OA0092'SOUTHWEST CORNER OF A TWO STORY HOUSE.  NOTE--THE ORIGINAL
 OA0092'DESCRIPTION STATES THAT THE DISK IS STAMPED 89 MP 1898, BUT IS
 OA0092'STAMPED AS ABOVE.
 OA0092'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 OA0092
 OA0092                          STATION RECOVERY (1990)
 OA0092
 OA0092'RECOVERY NOTE BY US POWER SQUADRON 1990 (AES)
 OA0092'MARK NOT FOUND.
 OA0092
 OA0092                          STATION RECOVERY (2002)
 OA0092
 OA0092'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 OA0092'MARK FOUND AS DESCRIBED IN THE INSIDE CORNER OF HEDGE ROW. WOULD BE
 OA0092'CONCEALED UNLESS HEDGE IS TRIMMED BACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0258 ***********************************************************************
 RD0258  DESIGNATION -  89 B
 RD0258  PID         -  RD0258
 RD0258  STATE/COUNTY-  OR/CLACKAMAS
 RD0258  USGS QUAD   -  CANBY (1985)
 RD0258
 RD0258                         *CURRENT SURVEY CONTROL
 RD0258  ___________________________________________________________________
 RD0258* NAD 83(1986)-  45 18 35.     (N)    122 39 41.     (W)     SCALED    
 RD0258* NAVD 88     -        28.584  (meters)      93.78   (feet)  ADJUSTED  
 RD0258  ___________________________________________________________________
 RD0258  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 RD0258  DYNAMIC HT  -          28.584 (meters)      93.78  (feet)  COMP
 RD0258  MODELED GRAV-     980,619.7   (mgal)                       NAVD 88
 RD0258
 RD0258  VERT ORDER  -  FIRST     CLASS II
 RD0258
 RD0258.The horizontal coordinates were scaled from a topographic map and have
 RD0258.an estimated accuracy of +/- 6 seconds.
 RD0258
 RD0258.The orthometric height was determined by differential leveling
 RD0258.and adjusted in June 1991.
 RD0258
 RD0258.The geoid height was determined by GEOID03.
 RD0258
 RD0258.The dynamic height is computed by dividing the NAVD 88
 RD0258.geopotential number by the normal gravity value computed on the
 RD0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0258.degrees latitude (g = 980.6199 gals.).
 RD0258
 RD0258.The modeled gravity was interpolated from observed gravity values.
 RD0258
 RD0258;                    North         East    Units  Estimated Accuracy
 RD0258;SPC OR N     -   184,850.    2,330,540.      MT  (+/- 180 meters Scaled)
 RD0258
 RD0258                          SUPERSEDED SURVEY CONTROL
 RD0258
 RD0258.No superseded survey control is available for this station.
 RD0258
 RD0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER265174(NAD 83)
 RD0258_MARKER: P = PIPE CAP
 RD0258_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RD0258_SP_SET: SHALLOW-SET PIPE
 RD0258_STAMPING: 89 B 1903
 RD0258_MARK LOGO: USGS  
 RD0258_PROJECTION: FLUSH
 RD0258_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0258_ROD/PIPE-DEPTH: 1.22 meters
 RD0258
 RD0258  HISTORY     - Date     Condition        Report By
 RD0258  HISTORY     - 1903     MONUMENTED       USGS
 RD0258  HISTORY     - 1934     GOOD             NGS
 RD0258  HISTORY     - 1987     GOOD             NGS
 RD0258  HISTORY     - 1988     GOOD             USGS
 RD0258  HISTORY     - 20050303 GOOD             USPSQD
 RD0258  HISTORY     - 20060826 GOOD             USPSQD
 RD0258
 RD0258                          STATION DESCRIPTION
 RD0258
 RD0258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RD0258'0.2 MI N FROM COALCA.
 RD0258'ABOUT 0.2 MILES NORTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM
 RD0258'COALCA, CLACKAMAS COUNTY, 60 FEET SOUTH OF MILE POST 751, AT PACIFIC
 RD0258'HIGHWAY MILEAGE 18.1, 600 FEET NORTH OF A RAILROAD CULVERT, 16 FEET
 RD0258'EAST OF THE TRACK CENTERLINE.  A UNITED STATES GEOLOGICAL SURVEY
 RD0258'STANDARD CAP STAMPED 89 B 1903 AND RIVETED ON A 3 1/2 INCH IRON PIPE
 RD0258'PROJECTING 16 INCHES ABOVE THE GROUND AND ENCASED IN CONCRETE.
 RD0258
 RD0258                          STATION RECOVERY (1987)
 RD0258
 RD0258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD0258'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  8.6 KM
 RD0258'(5.35 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 99E FROM ITS JUNCTION WITH
 RD0258'INTERSTATE HIGHWAY 205 IN OREGON CITY, 0.6 KM (0.35 MI) NORTH OF THE
 RD0258'ENTRANCE TO A SAWMILL, 25.4 M (83.3 FT) SOUTH-SOUTHWEST OF THE SOUTH
 RD0258'END OF A GUARDRAIL, 12.4 M (40.7 FT) NORTH-NORTHWEST OF THE NORTH END
 RD0258'OF A ROCK AND CONCRETE RETAINING WALL, 10.7 M (35.1 FT) WEST OF THE
 RD0258'CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, AND 4.4 M
 RD0258'(14.4 FT) EAST OF THE NEAR RAIL OF THE SOUTHERN PACIFIC RAILROAD.
 RD0258'NOTE--THE STAMPING IN AS ABOVE.
 RD0258'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 RD0258
 RD0258                          STATION RECOVERY (1988)
 RD0258
 RD0258'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988 (KRN)
 RD0258'RECOVERED IN GOOD CONDITION.
 RD0258
 RD0258                          STATION RECOVERY (2005)
 RD0258
 RD0258'RECOVERY NOTE BY US POWER SQUADRON 2005 (REC)
 RD0258'MONUMENT IS HIDDEN UNDER BRANCHES OF AN ADJACENT LARGE EVERGREEN BUSH.
 RD0258' 
 RD0258
 RD0258                          STATION RECOVERY (2006)
 RD0258
 RD0258'RECOVERY NOTE BY US POWER SQUADRON 2006 (REC)
 RD0258'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0317 ***********************************************************************
 NW0317  DESIGNATION -  89 FMK
 NW0317  PID         -  NW0317
 NW0317  STATE/COUNTY-  OR/MALHEUR
 NW0317  USGS QUAD   -  THREEMILE HILL (1969)
 NW0317
 NW0317                         *CURRENT SURVEY CONTROL
 NW0317  ___________________________________________________________________
 NW0317* NAD 83(1991)-  42 52 46.62228(N)    117 27 29.89065(W)     ADJUSTED  
 NW0317* NAVD 88     -      1249.804  (meters)    4100.40   (feet)  ADJUSTED  
 NW0317  ___________________________________________________________________
 NW0317  LAPLACE CORR-           5.98  (seconds)                    DEFLEC99
 NW0317  GEOID HEIGHT-         -17.73  (meters)                     GEOID03
 NW0317  DYNAMIC HT  -        1249.158 (meters)    4098.28  (feet)  COMP
 NW0317  MODELED GRAV-     980,059.9   (mgal)                       NAVD 88
 NW0317
 NW0317  HORZ ORDER  -  SECOND
 NW0317  VERT ORDER  -  SECOND    CLASS 0
 NW0317
 NW0317.The horizontal coordinates were established by classical geodetic methods
 NW0317.and adjusted by the National Geodetic Survey in October 1991.
 NW0317
 NW0317.The orthometric height was determined by differential leveling
 NW0317.and adjusted in August 1995.
 NW0317
 NW0317.The Laplace correction was computed from DEFLEC99 derived deflections.
 NW0317
 NW0317.The geoid height was determined by GEOID03.
 NW0317
 NW0317.The dynamic height is computed by dividing the NAVD 88
 NW0317.geopotential number by the normal gravity value computed on the
 NW0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0317.degrees latitude (g = 980.6199 gals.).
 NW0317
 NW0317.The modeled gravity was interpolated from observed gravity values.
 NW0317
 NW0317;                    North         East     Units Scale Factor Converg.
 NW0317;SPC OR S     -   139,249.373 1,748,428.898   MT  0.99990726   +2 04 51.5
 NW0317;SPC OR S     -   456,854.90  5,736,315.28   iFT  0.99990726   +2 04 51.5
 NW0317;UTM  11      - 4,747,548.504   462,571.607   MT  0.99961723   -0 18 42.7
 NW0317
 NW0317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NW0317!SPC OR S     -   0.99980682  x   0.99990726  =   0.99971409
 NW0317!UTM  11      -   0.99980682  x   0.99961723  =   0.99942412
 NW0317
 NW0317                          SUPERSEDED SURVEY CONTROL
 NW0317
 NW0317  NAD 83(1986)-  42 52 46.62493(N)    117 27 29.88871(W) AD(       ) 2
 NW0317  NAD 27      -  42 52 47.06543(N)    117 27 26.34513(W) AD(       ) 2
 NW0317  NGVD 29 (07/19/86) 1248.76   (m)         4097.0    (f) LEVELING    3  
 NW0317
 NW0317.Superseded values are not recommended for survey control.
 NW0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0317.See file dsdata.txt to determine how the superseded data were derived.
 NW0317
 NW0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH6257247549(NAD 83)
 NW0317_MARKER: DB = BENCH MARK DISK
 NW0317_SETTING: 66 = SET IN ROCK OUTCROP
 NW0317_SP_SET: ROCK OUTCROP
 NW0317_STAMPING: 89 FMK 1968 4097
 NW0317_MARK LOGO: USGS  
 NW0317_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0317+STABILITY: POSITION/ELEVATION WELL
 NW0317_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0317+SATELLITE: SATELLITE OBSERVATIONS - June 20, 1968
 NW0317
 NW0317  HISTORY     - Date     Condition        Report By
 NW0317  HISTORY     - 1968     MONUMENTED       USGS
 NW0317  HISTORY     - 19680620 GOOD             USGS
 NW0317
 NW0317                          STATION DESCRIPTION
 NW0317
 NW0317'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 NW0317'FROM THE JORDAN VALLEY, OREGON POST OFFICE, PROCEED 23.6 MILES WEST
 NW0317'ALONG U.S. HIGHWAY 95, 0.4 MILE EAST OF MILE POST 44, 39 FEET NORTH
 NW0317'AND 3 FEET HIGHER THAN THE CENTERLINE OF THE HIGHWAY, 4 FEET NORTH OF
 NW0317'THE EDGE OF A ROCK BANK, 5 FEET WEST OF A WITNESS POST, SET IN A ROCK
 NW0317'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0708 ***********************************************************************
 NW0708  DESIGNATION -  89 RTV
 NW0708  PID         -  NW0708
 NW0708  STATE/COUNTY-  OR/MALHEUR
 NW0708  USGS QUAD   -  JACKSON SUMMIT (1982)
 NW0708
 NW0708                         *CURRENT SURVEY CONTROL
 NW0708  ___________________________________________________________________
 NW0708* NAD 83(1986)-  42 08 29.     (N)    117 45 02.     (W)     SCALED    
 NW0708* NAVD 88     -      1403.783  (meters)    4605.58   (feet)  ADJUSTED  
 NW0708  ___________________________________________________________________
 NW0708  GEOID HEIGHT-         -18.52  (meters)                     GEOID03
 NW0708  DYNAMIC HT  -        1402.862 (meters)    4602.56  (feet)  COMP
 NW0708  MODELED GRAV-     979,916.6   (mgal)                       NAVD 88
 NW0708
 NW0708  VERT ORDER  -  SECOND    CLASS 0
 NW0708
 NW0708.The horizontal coordinates were scaled from a topographic map and have
 NW0708.an estimated accuracy of +/- 6 seconds.
 NW0708
 NW0708.The orthometric height was determined by differential leveling
 NW0708.and adjusted in August 1995.
 NW0708
 NW0708.The geoid height was determined by GEOID03.
 NW0708
 NW0708.The dynamic height is computed by dividing the NAVD 88
 NW0708.geopotential number by the normal gravity value computed on the
 NW0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0708.degrees latitude (g = 980.6199 gals.).
 NW0708
 NW0708.The modeled gravity was interpolated from observed gravity values.
 NW0708
 NW0708;                    North         East    Units  Estimated Accuracy
 NW0708;SPC OR S     -    56,470.    1,727,260.      MT  (+/- 180 meters Scaled)
 NW0708
 NW0708                          SUPERSEDED SURVEY CONTROL
 NW0708
 NW0708.No superseded survey control is available for this station.
 NW0708
 NW0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG379657(NAD 83)
 NW0708_MARKER: DB = BENCH MARK DISK
 NW0708_SETTING: 66 = SET IN ROCK OUTCROP
 NW0708_SP_SET: BEDROCK
 NW0708_STAMPING: 89 RTV 1979
 NW0708_MARK LOGO: USGS  
 NW0708_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0708_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0708+STABILITY: POSITION/ELEVATION WELL
 NW0708
 NW0708  HISTORY     - Date     Condition        Report By
 NW0708  HISTORY     - 1979     MONUMENTED       USGS
 NW0708
 NW0708                          STATION DESCRIPTION
 NW0708
 NW0708'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 NW0708'FROM THE MCDERMITT, NEVADA POST OFFICE, PROCEED 10.05 MILES NORTH
 NW0708'ALONG U S HIGHWAY 95 TO A POWERLINE AND GATE IN THE FENCE, 125 FEET
 NW0708'NORTH OF THE POWERLINE ALONG THE FENCE, 104 FEET EAST OF THE
 NW0708'CENTERLINE OF THE HIGHWAY, 65 FEET NORTH OF THE GATE ALONG THE FENCE,
 NW0708'4 FEET WEST OF THE FENCE, SET ON 4 FEET OF COPPER-COATED ROD CEMENTED
 NW0708'IN BEDROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1026 ***********************************************************************
 NZ1026  DESIGNATION -  8938
 NZ1026  PID         -  NZ1026
 NZ1026  STATE/COUNTY-  OR/KLAMATH
 NZ1026  USGS QUAD   -  CRATER LAKE EAST (1985)
 NZ1026
 NZ1026                         *CURRENT SURVEY CONTROL
 NZ1026  ___________________________________________________________________
 NZ1026* NAD 83(1991)-  42 55 22.33506(N)    122 00 58.56730(W)     ADJUSTED  
 NZ1026* NAVD 88     -      2723.     (meters)    8934.     (feet)  SCALED    
 NZ1026  ___________________________________________________________________
 NZ1026  LAPLACE CORR-          -3.21  (seconds)                    DEFLEC99
 NZ1026  GEOID HEIGHT-         -21.62  (meters)                     GEOID03
 NZ1026  HORZ ORDER  -  SECOND
 NZ1026
 NZ1026.The horizontal coordinates were established by classical geodetic methods
 NZ1026.and adjusted by the National Geodetic Survey in October 1991.
 NZ1026
 NZ1026.The orthometric height was scaled from a topographic map.
 NZ1026
 NZ1026.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ1026
 NZ1026.The geoid height was determined by GEOID03.
 NZ1026
 NZ1026;                    North         East     Units Scale Factor Converg.
 NZ1026;SPC OR S     -   140,662.561 1,376,226.126   MT  0.99990376   -1 02 14.5
 NZ1026;SPC OR S     -   461,491.34  4,515,177.58   iFT  0.99990376   -1 02 14.5
 NZ1026;UTM  10      - 4,752,719.173   580,282.829   MT  0.99967929   +0 40 11.9
 NZ1026
 NZ1026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NZ1026!SPC OR S     -   0.99957647  x   0.99990376  =   0.99948027
 NZ1026!UTM  10      -   0.99957647  x   0.99967929  =   0.99925589
 NZ1026
 NZ1026:                Primary Azimuth Mark                     Grid Az
 NZ1026:SPC OR S     -  WELCH BUTTE                              027 58 48.6
 NZ1026:UTM  10      -  WELCH BUTTE                              026 16 22.2
 NZ1026
 NZ1026|---------------------------------------------------------------------|
 NZ1026| PID    Reference Object                     Distance      Geod. Az  |
 NZ1026|                                                           dddmmss.s |
 NZ1026| PB0751 WELCH BUTTE                         APPROX.23.2 KM 0265634.1 |
 NZ1026| NY0963 FORT KLAMATH CH BELFRY              APPROX.24.5 KM 1755405.8 |
 NZ1026| NZ1040 KLAMATH POINT                       APPROX.27.4 KM 1983803.2 |
 NZ1026| NZ1032 TOM                                 APPROX.25.5 KM 2263649.9 |
 NZ1026| PC0819 MT BAILEY LOOKOUT HOUSE             APPROX.30.7 KM 3271806.5 |
 NZ1026|---------------------------------------------------------------------|
 NZ1026
 NZ1026                          SUPERSEDED SURVEY CONTROL
 NZ1026
 NZ1026  NAD 83(1986)-  42 55 22.33617(N)    122 00 58.57791(W) AD(       ) 2
 NZ1026  NAD 27      -  42 55 22.86800(N)    122 00 54.48700(W) AD(       ) 2
 NZ1026
 NZ1026.Superseded values are not recommended for survey control.
 NZ1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1026.See file dsdata.txt to determine how the superseded data were derived.
 NZ1026
 NZ1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN8028352719(NAD 83)
 NZ1026
 NZ1026  HISTORY     - Date     Condition        Report By
 NZ1026  HISTORY     - 1931     MONUMENTED       USGS
 NZ1026  HISTORY     - 1933     SEE DESCRIPTION  CGS
 NZ1026  HISTORY     - 1938     SEE DESCRIPTION  CGS
 NZ1026
 NZ1026                          STATION DESCRIPTION
 NZ1026
 NZ1026'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (FGJ)
 NZ1026'THIS POINT IS ON THE SUMMIT OF MT. SCOTT, IN CRATER LAKE NATIONAL
 NZ1026'PARK, AND IS ABOUT 23 FEET S OF THE CENTER OF THE LOOKOUT
 NZ1026'HOUSE.  THE STATION IS MARKED BY A U.S.G.S. ALUMINUM DISK CEMENTED
 NZ1026'INTO A LARGE BOULDER AND STAMPED 8938 V A.  THE U.S.C. AND
 NZ1026'G.S. STATION IS 4.195 METERS (13.76 FEET) TO THE E IN AZIMUTH
 NZ1026'265 DEG 03 MIN 48 SEC.
 NZ1026'
 NZ1026'THIS IS A U.S.G.S. TRIANGULATION STATION, NOT A BENCH MARK.
 NZ1026
 NZ1026                          STATION RECOVERY (1938)
 NZ1026
 NZ1026'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (ACT)
 NZ1026'ON SUMMIT OF MT. SCOTT, ELEVATION 8938 FEET, HIGHEST POINT IN
 NZ1026'CRATER LAKE NATIONAL PARK AND ABOUT 2.5 MILES EAST OF EAST RIM
 NZ1026'OF LAKE.  FOR DESCRIPTION OF LOCALITY AND TRAVEL DIRECTIONS, SEE
 NZ1026'UNDER MT. SCOTT (USC AND GS).  USGS STATION ORIGINALLY ESTABLISHED
 NZ1026'BY PEARSON CHAPMAN, USGS, FOR LOCAL TRIANGULATION IN PARK IN
 NZ1026'1908, AND ALSO USED AS VERTICAL ANGLE BENCH MARK.  STATION
 NZ1026'MARKED BY USGS DISK STAMPED 8938 V A CEMENTED INTO LARGE
 NZ1026'BOULDER.  DISK MARKING USC AND GS STATION IS CEMENTED INTO
 NZ1026'ROUGH ROCK OUTCROP, DISTANT 4.192 METERS (13.73 FEET) EASTWARD
 NZ1026'IN AZIMUTH 265 DEG 02 MIN.  USC AND GS REFERENCE DISK 1,
 NZ1026'CEMENTED INTO ROCK, IS ABOUT 1 FOOT NORTHEAST OF USGS MARK.
 NZ1026'MT. SCOTT LOOKOUT HOUSE IS ABOUT 23.6 FEET NORTHWARD FROM USGS
 NZ1026'STATION IN APPROXIMATE AZIMUTH 182 DEG 30 MIN MEASURED TO CENTER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0518 ***********************************************************************
 RC0518  DESIGNATION -  898
 RC0518  PID         -  RC0518
 RC0518  STATE/COUNTY-  OR/SHERMAN
 RC0518  USGS QUAD   -  BIGGS JUNCTION (1994)
 RC0518
 RC0518                         *CURRENT SURVEY CONTROL
 RC0518  ___________________________________________________________________
 RC0518* NAD 83(1986)-  45 38 03.     (N)    120 46 04.     (W)     SCALED    
 RC0518* NAVD 88     -       274.707  (meters)     901.27   (feet)  ADJUSTED  
 RC0518  ___________________________________________________________________
 RC0518  GEOID HEIGHT-         -21.36  (meters)                     GEOID03
 RC0518  DYNAMIC HT  -         274.695 (meters)     901.23  (feet)  COMP
 RC0518  MODELED GRAV-     980,563.1   (mgal)                       NAVD 88
 RC0518
 RC0518  VERT ORDER  -  FIRST     CLASS II
 RC0518
 RC0518.The horizontal coordinates were scaled from a topographic map and have
 RC0518.an estimated accuracy of +/- 6 seconds.
 RC0518
 RC0518.The orthometric height was determined by differential leveling
 RC0518.and adjusted in June 1991.
 RC0518
 RC0518.The geoid height was determined by GEOID03.
 RC0518
 RC0518.The dynamic height is computed by dividing the NAVD 88
 RC0518.geopotential number by the normal gravity value computed on the
 RC0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0518.degrees latitude (g = 980.6199 gals.).
 RC0518
 RC0518.The modeled gravity was interpolated from observed gravity values.
 RC0518
 RC0518;                    North         East    Units  Estimated Accuracy
 RC0518;SPC OR N     -   218,670.    2,479,120.      MT  (+/- 180 meters Scaled)
 RC0518
 RC0518                          SUPERSEDED SURVEY CONTROL
 RC0518
 RC0518  NGVD 29 (??/??/92)  273.729  (m)          898.06   (f) ADJ UNCH    1 2
 RC0518
 RC0518.Superseded values are not recommended for survey control.
 RC0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0518.See file dsdata.txt to determine how the superseded data were derived.
 RC0518
 RC0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR739558(NAD 83)
 RC0518_MARKER: DD = SURVEY DISK
 RC0518_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RC0518_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RC0518_STAMPING: 897.882 H 1904
 RC0518_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC0518
 RC0518  HISTORY     - Date     Condition        Report By
 RC0518  HISTORY     - 1904     MONUMENTED       USGS
 RC0518  HISTORY     - 1961     GOOD             NGS
 RC0518
 RC0518                          STATION DESCRIPTION
 RC0518
 RC0518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RC0518'4.6 MI S FROM BIGGS.
 RC0518'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 30 AND 97 AT BIGGS, GO SOUTH
 RC0518'ON U.S. HIGHWAY 97 FOR 4.6 MILES TO A LARGE BARN ON THE LEFT, EAST,
 RC0518'AND A UNION PACIFIC RAILWAY BRIDGE ON THE RIGHT, WEST, LOCATED 26 FEET
 RC0518'WEST OF THE CENTER OF THE HIGHWAY, 50 FEET EAST OF THE SOUTHEAST
 RC0518'CORNER OF UNION PACIFIC RAILWAY BRIDGE 5.13, 13 FEET SOUTH OF A FENCE
 RC0518'CORNER, 0.2 MILE NORTH OF THE UNION PACIFIC RAILWAY SIDE LINE AT
 RC0518'THORNBERRY, AND 1 FOOT NORTH OF A METAL WITNESS POST.  THIS IS 4.9
 RC0518'MILES NORTH OF THE POST OFFICE AT WASCO.  A STANDARD U.S. GEOLOGICAL
 RC0518'SURVEY DISK RIVETED TO THE TOP OF A 3-1/2 -INCH IRON PIPE ENCASED IN
 RC0518'CEMENT AND PROJECTING ABOUT 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0102 ***********************************************************************
 PC0102  DESIGNATION -  9
 PC0102  PID         -  PC0102
 PC0102  STATE/COUNTY-  OR/DOUGLAS
 PC0102  USGS QUAD   -  HAMAKER BUTTE (1985)
 PC0102
 PC0102                         *CURRENT SURVEY CONTROL
 PC0102  ___________________________________________________________________
 PC0102* NAD 83(1986)-  43 00 59.     (N)    122 22 30.     (W)     SCALED    
 PC0102* NAVD 88     -      1176.459  (meters)    3859.77   (feet)  ADJUSTED  
 PC0102  ___________________________________________________________________
 PC0102  GEOID HEIGHT-         -22.36  (meters)                     GEOID03
 PC0102  DYNAMIC HT  -        1175.868 (meters)    3857.83  (feet)  COMP
 PC0102  MODELED GRAV-     980,077.5   (mgal)                       NAVD 88
 PC0102
 PC0102  VERT ORDER  -  SECOND    CLASS 0
 PC0102
 PC0102.The horizontal coordinates were scaled from a topographic map and have
 PC0102.an estimated accuracy of +/- 6 seconds.
 PC0102
 PC0102.The orthometric height was determined by differential leveling
 PC0102.and adjusted in June 1991.
 PC0102
 PC0102.The geoid height was determined by GEOID03.
 PC0102
 PC0102.The dynamic height is computed by dividing the NAVD 88
 PC0102.geopotential number by the normal gravity value computed on the
 PC0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0102.degrees latitude (g = 980.6199 gals.).
 PC0102
 PC0102.The modeled gravity was interpolated from observed gravity values.
 PC0102
 PC0102;                    North         East    Units  Estimated Accuracy
 PC0102;SPC OR S     -   151,640.    1,347,180.      MT  (+/- 180 meters Scaled)
 PC0102
 PC0102                          SUPERSEDED SURVEY CONTROL
 PC0102
 PC0102  NGVD 29 (??/??/92) 1175.220  (m)         3855.70   (f) ADJ UNCH    2 0
 PC0102
 PC0102.Superseded values are not recommended for survey control.
 PC0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0102.See file dsdata.txt to determine how the superseded data were derived.
 PC0102
 PC0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN509628(NAD 83)
 PC0102_MARKER: DD = SURVEY DISK
 PC0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PC0102_STAMPING: 3856 9 1939
 PC0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0102+STABILITY: SURFACE MOTION
 PC0102
 PC0102  HISTORY     - Date     Condition        Report By
 PC0102  HISTORY     - 1939     MONUMENTED       BPR
 PC0102  HISTORY     - 1969     GOOD             NGS
 PC0102
 PC0102                          STATION DESCRIPTION
 PC0102
 PC0102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 PC0102'8.7 MI NE FROM UNION CREEK.
 PC0102'1.3 MILES NORTHEAST ALONG STATE HIGHWAY 62 FROM THE UNION CREEK RANGER
 PC0102'STATION TO THE JUNCTION WITH STATE HIGHWAY 230, THENCE NORTH ALONG
 PC0102'STATE HIGHWAY 230 FOR 7.4 MILES TO THE BENCH MARK ON THE LEFT, 1.4
 PC0102'MILES NORTH OF THE COUNTY LINE, 0.45 MILE NORTH OF MILE POST NO. 7,
 PC0102'0.05 MILE SOUTH OF A T ROAD WEST TO FOSTER CREEK, 133 FEET WEST AND
 PC0102'ACROSS THE HIGHWAY FROM BENCH MARK 9 RM (BPR), 67 FEET WEST OF THE
 PC0102'CENTER OF THE HIGHWAY, AND 1 FOOT SOUTH OF A METAL WITNESS POST SET IN
 PC0102'A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC0446 ***********************************************************************
 SC0446  DESIGNATION -  9
 SC0446  PID         -  SC0446
 SC0446  STATE/COUNTY-  OR/CLATSOP
 SC0446  USGS QUAD   -  KNAPPA (1986)
 SC0446
 SC0446                         *CURRENT SURVEY CONTROL
 SC0446  ___________________________________________________________________
 SC0446* NAD 83(1986)-  46 11 07.     (N)    123 35 14.     (W)     SCALED    
 SC0446* NAVD 88     -         4.088  (meters)      13.41   (feet)  POSTED    
 SC0446  ___________________________________________________________________
 SC0446  GEOID HEIGHT-         -22.13  (meters)                     GEOID03
 SC0446  DYNAMIC HT  -           4.090 (meters)      13.42  (feet)  COMP
 SC0446  MODELED GRAV-     980,715.6   (mgal)                       NAVD 88
 SC0446
 SC0446  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 SC0446
 SC0446.The horizontal coordinates were scaled from a topographic map and have
 SC0446.an estimated accuracy of +/- 6 seconds.
 SC0446
 SC0446.The orthometric height was determined by differential leveling
 SC0446.and adjusted by the  in 1992.
 SC0446.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 SC0446.was located on a no-check spur therefore a value was not computed.
 SC0446.No vertical observational check was made to the station.
 SC0446
 SC0446.The geoid height was determined by GEOID03.
 SC0446
 SC0446.The dynamic height is computed by dividing the NAVD 88
 SC0446.geopotential number by the normal gravity value computed on the
 SC0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0446.degrees latitude (g = 980.6199 gals.).
 SC0446
 SC0446.The modeled gravity was interpolated from observed gravity values.
 SC0446
 SC0446;                    North         East    Units  Estimated Accuracy
 SC0446;SPC OR N     -   284,440.    2,261,700.      MT  (+/- 180 meters Scaled)
 SC0446
 SC0446                          SUPERSEDED SURVEY CONTROL
 SC0446
 SC0446  NGVD 29 (??/??/92)    3.057  (m)           10.03   (f) ADJ UNCH    1 2
 SC0446
 SC0446.Superseded values are not recommended for survey control.
 SC0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0446.See file dsdata.txt to determine how the superseded data were derived.
 SC0446
 SC0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS546148(NAD 83)
 SC0446_MARKER: DD = SURVEY DISK
 SC0446_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SC0446_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SC0446_STAMPING: 9
 SC0446_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC0446
 SC0446  HISTORY     - Date     Condition        Report By
 SC0446  HISTORY     - UNK      MONUMENTED       USGS
 SC0446  HISTORY     - 1935     GOOD             NGS
 SC0446  HISTORY     - 1954     GOOD             USGS
 SC0446  HISTORY     - 1987     MARK NOT FOUND   NGS
 SC0446
 SC0446                          STATION DESCRIPTION
 SC0446
 SC0446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 SC0446'IN KNAPPA.
 SC0446'AT KNAPPA, CLATSOP COUNTY, 122 FEET NORTH OF THE CENTERLINE OF THE
 SC0446'SPOKANE PORTLAND AND SEATTLE RAILWAY, AT MILEAGE 86.5, 12 FEET EAST OF
 SC0446'THE STORE, 6 FEET SOUTH OF THE NORTHWEST CORNER OF A SMALL GARAGE
 SC0446'MEASURED ALONG ITS WEST SIDE, 13 1/2 FEET NORTHEAST OF THE SOUTH EDGE
 SC0446'OF A REAR DOOR INTO THE STORE, 8 1/2 FEET SOUTHEAST OF A 36 INCH
 SC0446'SPRUCE TREE AND 15 INCHES UNDERGROUND.  A UNITED STATES GEOLOGICAL
 SC0446'SURVEY STANDARD DISK STAMPED 9 AND RIVETED TO A 3 1/2 INCH IRON PIPE
 SC0446'ENCASED IN CONCRETE.
 SC0446
 SC0446                          STATION RECOVERY (1954)
 SC0446
 SC0446'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 SC0446'RECOVERED IN GOOD CONDITION.
 SC0446
 SC0446                          STATION RECOVERY (1987)
 SC0446
 SC0446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SC0446'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0167 ***********************************************************************
 QE0167  DESIGNATION -  9
 QE0167  PID         -  QE0167
 QE0167  STATE/COUNTY-  OR/LINN
 QE0167  USGS QUAD   -  CASCADIA (1994)
 QE0167
 QE0167                         *CURRENT SURVEY CONTROL
 QE0167  ___________________________________________________________________
 QE0167* NAD 83(1986)-  44 23 50.     (N)    122 26 39.     (W)     SCALED    
 QE0167* NAVD 88     -       277.443  (meters)     910.24   (feet)  POSTED    
 QE0167  ___________________________________________________________________
 QE0167  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 QE0167  DYNAMIC HT  -         277.380 (meters)     910.04  (feet)  COMP
 QE0167  MODELED GRAV-     980,389.9   (mgal)                       NAVD 88
 QE0167
 QE0167  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 QE0167
 QE0167.The horizontal coordinates were scaled from a topographic map and have
 QE0167.an estimated accuracy of +/- 6 seconds.
 QE0167
 QE0167.The orthometric height was determined by differential leveling
 QE0167.and adjusted by the  in 1992.
 QE0167.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 QE0167.rate of 1.1 thru 2.0 mm/km.
 QE0167
 QE0167.The geoid height was determined by GEOID03.
 QE0167
 QE0167.The dynamic height is computed by dividing the NAVD 88
 QE0167.geopotential number by the normal gravity value computed on the
 QE0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0167.degrees latitude (g = 980.6199 gals.).
 QE0167
 QE0167.The modeled gravity was interpolated from observed gravity values.
 QE0167
 QE0167;                    North         East    Units  Estimated Accuracy
 QE0167;SPC OR N     -    83,050.    2,345,130.      MT  (+/- 180 meters Scaled)
 QE0167
 QE0167                          SUPERSEDED SURVEY CONTROL
 QE0167
 QE0167  NGVD 29 (??/??/92)  276.352  (m)          906.66   (f) ADJ UNCH    1 2
 QE0167
 QE0167.Superseded values are not recommended for survey control.
 QE0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0167.See file dsdata.txt to determine how the superseded data were derived.
 QE0167
 QE0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ442161(NAD 83)
 QE0167_MARKER: DD = SURVEY DISK
 QE0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0167_STAMPING: 909 23 C 9 1929
 QE0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0167+STABILITY: SURFACE MOTION
 QE0167
 QE0167  HISTORY     - Date     Condition        Report By
 QE0167  HISTORY     - 1929     MONUMENTED       BPR
 QE0167  HISTORY     - 1963     GOOD             NGS
 QE0167
 QE0167                          STATION DESCRIPTION
 QE0167
 QE0167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 QE0167'2.4 MI E FROM CASCADIA.
 QE0167'2.2 MILES EAST ALONG U.S. HIGHWAY 20 FROM THE CASCADIA SCHOOL, 80 FEET
 QE0167'NORTH AND ACROSS THE HIGHWAY FROM BENCH MARK 10 (U.S.B.P.R.), 61 FEET
 QE0167'NORTHEAST OF CHARLES T. DOUGLAS MAIL BOX, 39 FEET NORTH OF THE CENTER
 QE0167'OF THE HIGHWAY, 38 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE
 QE0167'AND 14 FEET EAST OF THE CENTER OF A DRIVE WAY.  THE MONUMENT PROJECTS
 QE0167'2 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0645 ***********************************************************************
 RC0645  DESIGNATION -  9
 RC0645  PID         -  RC0645
 RC0645  STATE/COUNTY-  OR/WASCO
 RC0645  USGS QUAD   -  WISHRAM (1994)
 RC0645
 RC0645                         *CURRENT SURVEY CONTROL
 RC0645  ___________________________________________________________________
 RC0645* NAD 83(1986)-  45 38 46.     (N)    120 57 59.     (W)     SCALED    
 RC0645* NAVD 88     -        49.616  (meters)     162.78   (feet)  POSTED    
 RC0645  ___________________________________________________________________
 RC0645  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 RC0645  DYNAMIC HT  -          49.620 (meters)     162.79  (feet)  COMP
 RC0645  MODELED GRAV-     980,601.9   (mgal)                       NAVD 88
 RC0645
 RC0645  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 RC0645
 RC0645.The horizontal coordinates were scaled from a topographic map and have
 RC0645.an estimated accuracy of +/- 6 seconds.
 RC0645
 RC0645.The orthometric height was determined by differential leveling
 RC0645.and adjusted by the  in 1992.
 RC0645.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 RC0645.rate of 0.0 thru 1.0 mm/km.
 RC0645
 RC0645.The geoid height was determined by GEOID03.
 RC0645
 RC0645.The dynamic height is computed by dividing the NAVD 88
 RC0645.geopotential number by the normal gravity value computed on the
 RC0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0645.degrees latitude (g = 980.6199 gals.).
 RC0645
 RC0645.The modeled gravity was interpolated from observed gravity values.
 RC0645
 RC0645;                    North         East    Units  Estimated Accuracy
 RC0645;SPC OR N     -   220,070.    2,463,650.      MT  (+/- 180 meters Scaled)
 RC0645
 RC0645                          SUPERSEDED SURVEY CONTROL
 RC0645
 RC0645  NGVD 29 (??/??/92)   48.617  (m)          159.50   (f) ADJ UNCH    1 2
 RC0645
 RC0645.Superseded values are not recommended for survey control.
 RC0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0645.See file dsdata.txt to determine how the superseded data were derived.
 RC0645
 RC0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR584567(NAD 83)
 RC0645_MARKER: DD = SURVEY DISK
 RC0645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC0645_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC0645_STAMPING: U.S.E. B.M. NO 9
 RC0645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0645+STABILITY: SURFACE MOTION
 RC0645
 RC0645  HISTORY     - Date     Condition        Report By
 RC0645  HISTORY     - UNK      MONUMENTED       DOD
 RC0645  HISTORY     - 1933     GOOD             NGS
 RC0645
 RC0645                          STATION DESCRIPTION
 RC0645
 RC0645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 RC0645'IN CELILO.
 RC0645'250 FEET SOUTH OF OREGON WASHINGTON AND NAVIGATION RAILROAD STATION,
 RC0645'15 FEET WEST OF RAILROAD TRACK, 15 FEET EAST OF PROPERTY FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0281 ***********************************************************************
 NZ0281  DESIGNATION -  9
 NZ0281  PID         -  NZ0281
 NZ0281  STATE/COUNTY-  OR/JACKSON
 NZ0281  USGS QUAD   -  TRAIL (1983)
 NZ0281
 NZ0281                         *CURRENT SURVEY CONTROL
 NZ0281  ___________________________________________________________________
 NZ0281* NAD 83(1986)-  42 43 38.     (N)    122 51 37.     (W)     SCALED    
 NZ0281* NAVD 88     -       746.559  (meters)    2449.34   (feet)  ADJUSTED  
 NZ0281  ___________________________________________________________________
 NZ0281  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 NZ0281  DYNAMIC HT  -         746.271 (meters)    2448.39  (feet)  COMP
 NZ0281  MODELED GRAV-     980,209.4   (mgal)                       NAVD 88
 NZ0281
 NZ0281  VERT ORDER  -  SECOND    CLASS 0
 NZ0281
 NZ0281.The horizontal coordinates were scaled from a topographic map and have
 NZ0281.an estimated accuracy of +/- 6 seconds.
 NZ0281
 NZ0281.The orthometric height was determined by differential leveling
 NZ0281.and adjusted in June 1991.
 NZ0281
 NZ0281.The geoid height was determined by GEOID03.
 NZ0281
 NZ0281.The dynamic height is computed by dividing the NAVD 88
 NZ0281.geopotential number by the normal gravity value computed on the
 NZ0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0281.degrees latitude (g = 980.6199 gals.).
 NZ0281
 NZ0281.The modeled gravity was interpolated from observed gravity values.
 NZ0281
 NZ0281;                    North         East    Units  Estimated Accuracy
 NZ0281;SPC OR S     -   120,530.    1,306,730.      MT  (+/- 180 meters Scaled)
 NZ0281
 NZ0281                          SUPERSEDED SURVEY CONTROL
 NZ0281
 NZ0281  NGVD 29 (??/??/92)  745.498  (m)         2445.85   (f) ADJ UNCH    2 0
 NZ0281
 NZ0281.Superseded values are not recommended for survey control.
 NZ0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0281.See file dsdata.txt to determine how the superseded data were derived.
 NZ0281
 NZ0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN114305(NAD 83)
 NZ0281_MARKER: DD = SURVEY DISK
 NZ0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ0281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NZ0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0281+STABILITY: SURFACE MOTION
 NZ0281
 NZ0281  HISTORY     - Date     Condition        Report By
 NZ0281  HISTORY     - UNK      MONUMENTED       BPR
 NZ0281  HISTORY     - 1949     GOOD             NGS
 NZ0281  HISTORY     - 1960     GOOD             NGS
 NZ0281
 NZ0281                          STATION DESCRIPTION
 NZ0281
 NZ0281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 NZ0281'3.8 MI S FROM DIVIDE G S.
 NZ0281'3.8 MILES SOUTH ALONG STATE HIGHWAY 227 FROM DIVIDE GUARD STATION, AT
 NZ0281'THE EAST END OF A FILL, 31 FEET SOUTH OF THE CENTER LINE OF THE
 NZ0281'HIGHWAY, 18 1/2 FEET NORTHWEST OF AN 8-INCH CEDAR TREE SUPPORTING A
 NZ0281'TELEPHONE LINE, 2.6 FEET EAST OF A WITNESS POST, ABOUT 1 FOOT HIGHER
 NZ0281'THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 NZ0281'FOOT ABOVE THE GROUND.
 NZ0281
 NZ0281                          STATION RECOVERY (1960)
 NZ0281
 NZ0281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 NZ0281'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3577 ***********************************************************************
 RD3577  DESIGNATION -  9
 RD3577  PID         -  RD3577
 RD3577  STATE/COUNTY-  OR/MULTNOMAH
 RD3577  USGS QUAD   -  SAUVIE ISLAND (1990)
 RD3577
 RD3577                         *CURRENT SURVEY CONTROL
 RD3577  ___________________________________________________________________
 RD3577* NAD 83(1991)-  45 38 38.54146(N)    122 46 05.72298(W)     ADJUSTED  
 RD3577* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 RD3577  ___________________________________________________________________
 RD3577  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 RD3577  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 RD3577  HORZ ORDER  -  THIRD
 RD3577
 RD3577.The horizontal coordinates were established by classical geodetic methods
 RD3577.and adjusted by the National Geodetic Survey in October 1991.
 RD3577
 RD3577.The orthometric height was scaled from a topographic map.
 RD3577
 RD3577.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3577
 RD3577.The geoid height was determined by GEOID03.
 RD3577
 RD3577;                    North         East     Units Scale Factor Converg.
 RD3577;SPC OR N     -   222,213.960 2,323,205.857   MT  0.99992897   -1 36 31.0
 RD3577;SPC OR N     -   729,048.43  7,622,066.46   iFT  0.99992897   -1 36 31.0
 RD3577;SPC WA S     -    37,078.118   323,185.904   MT  1.00004827   -1 38 51.5
 RD3577;SPC WA S     -   121,647.13  1,060,319.09   sFT  1.00004827   -1 38 51.5
 RD3577;UTM  10      - 5,054,525.167   518,059.164   MT  0.99960401   +0 09 56.5
 RD3577
 RD3577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3577!SPC OR N     -   1.00000294  x   0.99992897  =   0.99993191
 RD3577!SPC WA S     -   1.00000294  x   1.00004827  =   1.00005121
 RD3577!UTM  10      -   1.00000294  x   0.99960401  =   0.99960695
 RD3577
 RD3577:                Primary Azimuth Mark                     Grid Az
 RD3577:SPC OR N     -  WILLAMETTE RIVER ENT LIGHT               003 04 13.9
 RD3577:SPC WA S     -  WILLAMETTE RIVER ENT LIGHT               003 06 34.4
 RD3577:UTM  10      -  WILLAMETTE RIVER ENT LIGHT               001 17 46.4
 RD3577
 RD3577|---------------------------------------------------------------------|
 RD3577| PID    Reference Object                     Distance      Geod. Az  |
 RD3577|                                                           dddmmss.s |
 RD3577| RD3431 WILLAMETTE RIVER ENT LIGHT          APPROX. 1.0 KM 0012742.9 |
 RD3577| CE1356 9 RM 1                               43.001 METERS 07846     |
 RD3577| CE1357 9 RM 2                               28.328 METERS 12042     |
 RD3577| RD3451 KINE                                APPROX. 0.6 KM 2241416.8 |
 RD3577| RD3509 GILLIHAN LIGHT                      APPROX. 0.9 KM 2565253.4 |
 RD3577| RD3442 WILLAMETTE RIVER ENT LIGHT 1        350.570 METERS 25739     |
 RD3577| RD3474 GILLIHAN TANK                       APPROX. 0.6 KM 2914907.3 |
 RD3577|---------------------------------------------------------------------|
 RD3577
 RD3577                          SUPERSEDED SURVEY CONTROL
 RD3577
 RD3577  NAD 83(1986)-  45 38 38.56053(N)    122 46 05.72450(W) AD(       ) 3
 RD3577  NAD 27      -  45 38 39.14000(N)    122 46 01.36300(W) AD(       ) 3
 RD3577
 RD3577.Superseded values are not recommended for survey control.
 RD3577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3577.See file dsdata.txt to determine how the superseded data were derived.
 RD3577
 RD3577_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1805954525(NAD 83)
 RD3577_MARKER: Z = SEE DESCRIPTION
 RD3577_SETTING: 0 = UNSPECIFIED SETTING
 RD3577
 RD3577  HISTORY     - Date     Condition        Report By
 RD3577  HISTORY     - 1938     MONUMENTED       USE
 RD3577  HISTORY     - 1945     SEE DESCRIPTION  CGS
 RD3577  HISTORY     - 1961     MARK NOT FOUND   USGS
 RD3577
 RD3577                          STATION DESCRIPTION
 RD3577
 RD3577'DESCRIBED BY US ENGINEERS 1938 (WMS)
 RD3577'STATION IS ON THE S OR E BANK OF WILLAMETTE RIVER ABOUT 1/2
 RD3577'MILE UPSTREAM FROM THE JUNCTION OF WILLAMETTE AND COLUMBIA
 RD3577'RIVERS, AND JUST E OF THE JUNCTION OF COLUMBIA SLOUGH AND
 RD3577'WILLAMETTE RIVER.  IT IS ABOUT 15 METERS INSHORE FROM THE
 RD3577'HIGH-WATER MARK.
 RD3577'
 RD3577'STATION MARK IS A STANDARD U.S. ENGINEERS CONCRETE MARK, WITH
 RD3577'AN IRON PIPE IN THE CENTER AND 9 U.S.E. MARKED IN THE CONCRETE,
 RD3577'C. AND G.S. DISK SET IN THE CENTER OF THE IRON PIPE.
 RD3577'
 RD3577'REFERENCE MARKS NO.1 AND NO.2 ARE STANDARD DISKS WITH ARROW
 RD3577'POINTING TOWARD STATION SET IN CONCRETE IN 2 1/2-FOOT LENGTH OF
 RD3577'4-INCH CAST-IRON SOIL PIPE EXTENDING 4 INCHES ABOVE THE SURFACE.
 RD3577'
 RD3577'ALL MARKS ARE STAMPED, 9 U.S.E.
 RD3577
 RD3577                          STATION RECOVERY (1945)
 RD3577
 RD3577'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (RAE)
 RD3577'THE STATION WAS RECOVERED IN FAIR CONDITION BUT A THOROUGH
 RD3577'SEARCH FAILED TO LOCATE THE REFERENCE MARKS WHICH SHOULD
 RD3577'BE CLASSIFIED AS LOST.  SINCE THE ORIGINAL DESCRIPTION IS NOW
 RD3577'INADEQUATE, A NEW DESCRIPTION FOLLOWS--
 RD3577'
 RD3577'STATION IS LOCATED NEAR, AND JUST NE OF, THE JUNCTION OF THE
 RD3577'WILLAMETTE RIVER AND THE COLUMBIA SLOUGH.  IT LIES ON A POINT OF
 RD3577'LAND 5 METERS N OF THE BANK OF COLUMBIA SLOUGH, 1 METER E OF THE
 RD3577'BANK OF THE WILLAMETTE RIVER, AND 4 METERS NW OF A SIGNAL IN A
 RD3577'DOUBLE TREE.  (IT WILL PROBABLY BE WASHED OUT IN THE FUTURE
 RD3577'DURING THE ANNUAL FRESHETS.)
 RD3577'
 RD3577'THE STATION MARK IS A BRONZE STATION DISK, STAMPED 9 U.S.E.,
 RD3577'SET IN THE CENTER OF AN IRON PIPE WHICH IS EMBEDDED IN A SQUARE
 RD3577'CONCRETE MONUMENT.  THE MONUMENT PROJECTS 4 INCHES ABOVE THE
 RD3577'GROUND.
 RD3577
 RD3577                          STATION RECOVERY (1961)
 RD3577
 RD3577'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 RD3577'STATION FOUND DESTROYED BY EROSION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD4067 ***********************************************************************
 RD4067  DESIGNATION -  9
 RD4067  PID         -  RD4067
 RD4067  STATE/COUNTY-  OR/COLUMBIA
 RD4067  USGS QUAD   -  ST HELENS (1990)
 RD4067
 RD4067                         *CURRENT SURVEY CONTROL
 RD4067  ___________________________________________________________________
 RD4067* NAD 83(1991)-  45 49 25.44545(N)    122 47 54.43989(W)     ADJUSTED  
 RD4067* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 RD4067  ___________________________________________________________________
 RD4067  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 RD4067  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 RD4067  HORZ ORDER  -  THIRD
 RD4067
 RD4067.The horizontal coordinates were established by classical geodetic methods
 RD4067.and adjusted by the National Geodetic Survey in October 1991.
 RD4067
 RD4067.The orthometric height was scaled from a topographic map.
 RD4067
 RD4067.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD4067
 RD4067.The geoid height was determined by GEOID03.
 RD4067
 RD4067;                    North         East     Units Scale Factor Converg.
 RD4067;SPC OR N     -   242,243.741 2,321,420.780   MT  0.99995996   -1 37 48.1
 RD4067;SPC OR N     -   794,762.93  7,616,209.91   iFT  0.99995996   -1 37 48.1
 RD4067;SPC WA S     -    57,110.736   321,414.422   MT  1.00000219   -1 40 10.5
 RD4067;SPC WA S     -   187,370.81  1,054,507.15   sFT  1.00000219   -1 40 10.5
 RD4067;UTM  10      - 5,074,483.276   515,655.535   MT  0.99960301   +0 08 40.4
 RD4067
 RD4067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD4067!SPC OR N     -   1.00000242  x   0.99995996  =   0.99996238
 RD4067!SPC WA S     -   1.00000242  x   1.00000219  =   1.00000461
 RD4067!UTM  10      -   1.00000242  x   0.99960301  =   0.99960543
 RD4067
 RD4067:                Primary Azimuth Mark                     Grid Az
 RD4067:SPC OR N     -  TEN USE 1912                             040 13 48.5
 RD4067:SPC WA S     -  TEN USE 1912                             040 16 10.9
 RD4067:UTM  10      -  TEN USE 1912                             038 27 20.0
 RD4067
 RD4067|---------------------------------------------------------------------|
 RD4067| PID    Reference Object                     Distance      Geod. Az  |
 RD4067|                                                           dddmmss.s |
 RD4067| RD4074 TEN USE 1912                        APPROX. 1.7 KM 0383600.4 |
 RD4067| RD4024 BATCHELORS PT LT 1913               APPROX. 4.4 KM 1541633.8 |
 RD4067| RD4036 HENRICI LANDING F RANGE LIGHT       APPROX. 1.2 KM 1790046.3 |
 RD4067| CE1358 9 RM 1                               12.680 METERS 27546     |
 RD4067| RD4025 H AND R DUCK CLUB HOUSE F CHIM       47.185 METERS 33850     |
 RD4067|---------------------------------------------------------------------|
 RD4067
 RD4067                          SUPERSEDED SURVEY CONTROL
 RD4067
 RD4067  NAD 83(1986)-  45 49 25.46546(N)    122 47 54.43805(W) AD(       ) 3
 RD4067  NAD 27      -  45 49 26.04700(N)    122 47 50.07300(W) AD(       ) 3
 RD4067
 RD4067.Superseded values are not recommended for survey control.
 RD4067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4067.See file dsdata.txt to determine how the superseded data were derived.
 RD4067
 RD4067_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1565674483(NAD 83)
 RD4067
 RD4067  HISTORY     - Date     Condition        Report By
 RD4067  HISTORY     - 1912     MONUMENTED       USE
 RD4067  HISTORY     - 1934     SEE DESCRIPTION  CGS
 RD4067  HISTORY     - 1946     SEE DESCRIPTION  CGS
 RD4067
 RD4067                          STATION DESCRIPTION
 RD4067
 RD4067'DESCRIBED BY US ENGINEERS 1912
 RD4067'STATION IS SOUTHEASTERLY FROM THE SE CORNER OF THE H AND R DUCK
 RD4067'CLUB AND 6 METERS FROM THE RIVER BANK.  THE STATION IS MARKED
 RD4067'BY AN IRON PIPE 3 FEET LONG SET IN A PIER OF CONCRETE, WHICH
 RD4067'IS ABOUT 1 FOOT SQUARE AT THE SURFACE OF THE GROUND AND
 RD4067'APPROXIMATELY 2 FEET BELOW THE SURFACE.  THE PIPE PROJECTS
 RD4067'FROM 4 TO 8 INCHES ABOVE THE CEMENT.  THE TOP OF THE PIER
 RD4067'BEARS THE INSCRIPTION U.S.E. AND THE NAME OR AN ABBREVIATION
 RD4067'OF THE NAME OF THE STATION.  THE REFERENCE MARK IS MARKED
 RD4067'BY A STANDARD REFERENCE MARK DISK SET IN AN IRREGULAR PIER
 RD4067'OF CONCRETE, PROJECTING FROM 6 TO 8 INCHES ABOVE THE SURFACE
 RD4067'OF THE GROUND.  THERE IS NO UNDERGROUND MARK.  THERE IS A
 RD4067'LARGE STUMP E BY S 4.27 METERS AND A NAIL IN A FENCE POST
 RD4067'WESTERLY 17.46 METERS.
 RD4067
 RD4067                          STATION RECOVERY (1934)
 RD4067
 RD4067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (GRJ)
 RD4067'STATION IS ABOUT 2 MILES S OF WARRIOR ROCK LIGHT STATION,
 RD4067'ON THE W BANK OF THE COLUMBIA RIVER AND JUST SE OF THE SE
 RD4067'CORNER OF THE H AND R DUCK CLUB, AND ABOUT 15 FEET FROM
 RD4067'THE RIVER BANK.
 RD4067'
 RD4067'THE STATION IS MARKED BY AN IRON PIPE SET IN A CONCRETE
 RD4067'BLOCK, THE WHOLE BELOW THE GENERAL LEVEL OF THE GROUND.
 RD4067'
 RD4067'A REFERENCE MARK CONSISTING OF A STANDARD DISK SET IN A
 RD4067'PIPE IN CONCRETE, IS 12.68 METERS (41.65 FEET) W OF THE
 RD4067'STATION IN AZIMUTH 95 DEG 45 MIN 28 SEC.
 RD4067'
 RD4067'IN 1934 IT WAS REPORTED THAT THE STATION MARK HAD BEEN
 RD4067'UNDERMINED BY HIGH WATER AND WAS IN NEED OF REPAIRS.
 RD4067
 RD4067                          STATION RECOVERY (1946)
 RD4067
 RD4067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAE)
 RD4067'THE STATION MARK WAS FOUND LYING ON ITS SIDE IN ABOUT 3
 RD4067'FEET OF WATER.  A DISTANCE WAS MEASURED TO THE REFERENCE
 RD4067'MARK WHICH INDICATED THAT IT FELL OUTSIDE THE BANK LINE.
 RD4067'
 RD4067'THE STATION AND REFERENCE MARK SHOULD BE CLASSIFIED AS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0613 ***********************************************************************
 NW0613  DESIGNATION -  9 BKC
 NW0613  PID         -  NW0613
 NW0613  STATE/COUNTY-  OR/MALHEUR
 NW0613  USGS QUAD   -  SKULL CREEK (1980)
 NW0613
 NW0613                         *CURRENT SURVEY CONTROL
 NW0613  ___________________________________________________________________
 NW0613* NAD 83(1986)-  42 40 25.     (N)    117 18 14.     (W)     SCALED    
 NW0613* NAVD 88     -      1407.244  (meters)    4616.93   (feet)  ADJUSTED  
 NW0613  ___________________________________________________________________
 NW0613  GEOID HEIGHT-         -17.52  (meters)                     GEOID03
 NW0613  DYNAMIC HT  -        1406.419 (meters)    4614.23  (feet)  COMP
 NW0613  MODELED GRAV-     979,986.0   (mgal)                       NAVD 88
 NW0613
 NW0613  VERT ORDER  -  SECOND    CLASS 0
 NW0613
 NW0613.The horizontal coordinates were scaled from a topographic map and have
 NW0613.an estimated accuracy of +/- 6 seconds.
 NW0613
 NW0613.The orthometric height was determined by differential leveling
 NW0613.and adjusted in August 1995.
 NW0613
 NW0613.The geoid height was determined by GEOID03.
 NW0613
 NW0613.The dynamic height is computed by dividing the NAVD 88
 NW0613.geopotential number by the normal gravity value computed on the
 NW0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0613.degrees latitude (g = 980.6199 gals.).
 NW0613
 NW0613.The modeled gravity was interpolated from observed gravity values.
 NW0613
 NW0613;                    North         East    Units  Estimated Accuracy
 NW0613;SPC OR S     -   116,850.    1,761,910.      MT  (+/- 180 meters Scaled)
 NW0613
 NW0613                          SUPERSEDED SURVEY CONTROL
 NW0613
 NW0613.No superseded survey control is available for this station.
 NW0613
 NW0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH751246(NAD 83)
 NW0613_MARKER: DB = BENCH MARK DISK
 NW0613_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0613_SP_SET: COPPER-CLAD STEEL ROD
 NW0613_STAMPING: 9 BKC 1973 4613
 NW0613_MARK LOGO: USGS  
 NW0613_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0613_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0613_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0613+SATELLITE: SATELLITE OBSERVATIONS - 1973
 NW0613
 NW0613  HISTORY     - Date     Condition        Report By
 NW0613  HISTORY     - 1973     MONUMENTED       USGS
 NW0613
 NW0613                          STATION DESCRIPTION
 NW0613
 NW0613'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 NW0613'FROM ROME, OREGON PROCEED 23.3 MILES SOUTH AND SOUTHEAST ALONG A
 NW0613'TRACK ROAD, AT A FENCE CROSSING, 70 FEET NORTH OF THE CENTERLINE OF A
 NW0613'DRAIN, 36 FEET WEST OF THE CENTERLINE OF THE ROAD, 1 FOOT SOUTH OF
 NW0613'THE FENCELINE, SET ON A 5/8-INCH COPPER-COATED ROD DRIVEN TO REFUSAL
 NW0613'(ROD DEPTH UNKNOWN), WITH THE TOP ENCASED IN A 6-INCH DRAINPIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2684 ***********************************************************************
 QE2684  DESIGNATION -  9 KJO
 QE2684  PID         -  QE2684
 QE2684  STATE/COUNTY-  OR/LINCOLN
 QE2684  USGS QUAD   -  HARLAN (1984)
 QE2684
 QE2684                         *CURRENT SURVEY CONTROL
 QE2684  ___________________________________________________________________
 QE2684* NAD 83(1986)-  44 34 48.     (N)    123 39 29.     (W)     SCALED    
 QE2684* NAVD 88     -       150.931  (meters)     495.18   (feet)  ADJUSTED  
 QE2684  ___________________________________________________________________
 QE2684  GEOID HEIGHT-         -22.11  (meters)                     GEOID03
 QE2684  DYNAMIC HT  -         150.926 (meters)     495.16  (feet)  COMP
 QE2684  MODELED GRAV-     980,578.8   (mgal)                       NAVD 88
 QE2684
 QE2684  VERT ORDER  -  SECOND    CLASS I
 QE2684
 QE2684.The horizontal coordinates were scaled from a topographic map and have
 QE2684.an estimated accuracy of +/- 6 seconds.
 QE2684
 QE2684.The orthometric height was determined by differential leveling
 QE2684.and adjusted in August 1995.
 QE2684
 QE2684.The geoid height was determined by GEOID03.
 QE2684
 QE2684.The dynamic height is computed by dividing the NAVD 88
 QE2684.geopotential number by the normal gravity value computed on the
 QE2684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE2684.degrees latitude (g = 980.6199 gals.).
 QE2684
 QE2684.The modeled gravity was interpolated from observed gravity values.
 QE2684
 QE2684;                    North         East    Units  Estimated Accuracy
 QE2684;SPC OR N     -   106,390.    2,249,260.      MT  (+/- 180 meters Scaled)
 QE2684
 QE2684                          SUPERSEDED SURVEY CONTROL
 QE2684
 QE2684.No superseded survey control is available for this station.
 QE2684
 QE2684_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ477365(NAD 83)
 QE2684_MARKER: DB = BENCH MARK DISK
 QE2684_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QE2684_SP_SET: COPPER-CLAD STEEL ROD
 QE2684_STAMPING: 9 KJO 1979 492
 QE2684_MARK LOGO: USGS  
 QE2684_PROJECTION: PROJECTING 8 CENTIMETERS
 QE2684_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE2684_ROD/PIPE-DEPTH: 6.10 meters
 QE2684
 QE2684  HISTORY     - Date     Condition        Report By
 QE2684  HISTORY     - 1979     MONUMENTED       USGS
 QE2684
 QE2684                          STATION DESCRIPTION
 QE2684
 QE2684'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 QE2684'5.6 KM (3.45 MI) SW FROM BURNT WOODS.
 QE2684'BURNT WOODS, 3.45 MI SW OF.  AT TURNOUT, 179 FT SW OF POWERPOLE EB
 QE2684'47, 38 FT SE OF CENTERLINE OF RD, 22 FT E OF 17-INCH DIAMETER FIR
 QE2684'TREE, 12 FT W OF 14-INCH DIAMETER FIR TREE.
 QE2684'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0780 ***********************************************************************
 PA0780  DESIGNATION -  9 LRC
 PA0780  PID         -  PA0780
 PA0780  STATE/COUNTY-  OR/HARNEY
 PA0780  USGS QUAD   -  LITTLE JUNIPER MTN (1984)
 PA0780
 PA0780                         *CURRENT SURVEY CONTROL
 PA0780  ___________________________________________________________________
 PA0780* NAD 83(1986)-  43 10 09.     (N)    119 49 52.     (W)     SCALED    
 PA0780* NAVD 88     -      1547.435  (meters)    5076.88   (feet)  ADJUSTED  
 PA0780  ___________________________________________________________________
 PA0780  GEOID HEIGHT-         -19.80  (meters)                     GEOID03
 PA0780  DYNAMIC HT  -        1546.557 (meters)    5074.00  (feet)  COMP
 PA0780  MODELED GRAV-     979,997.9   (mgal)                       NAVD 88
 PA0780
 PA0780  VERT ORDER  -  SECOND    CLASS 0
 PA0780
 PA0780.The horizontal coordinates were scaled from a topographic map and have
 PA0780.an estimated accuracy of +/- 6 seconds.
 PA0780
 PA0780.The orthometric height was determined by differential leveling
 PA0780.and adjusted in August 1995.
 PA0780
 PA0780.The geoid height was determined by GEOID03.
 PA0780
 PA0780.The dynamic height is computed by dividing the NAVD 88
 PA0780.geopotential number by the normal gravity value computed on the
 PA0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0780.degrees latitude (g = 980.6199 gals.).
 PA0780
 PA0780.The modeled gravity was interpolated from observed gravity values.
 PA0780
 PA0780;                    North         East    Units  Estimated Accuracy
 PA0780;SPC OR S     -   167,120.    1,554,390.      MT  (+/- 180 meters Scaled)
 PA0780
 PA0780                          SUPERSEDED SURVEY CONTROL
 PA0780
 PA0780.No superseded survey control is available for this station.
 PA0780
 PA0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKH698834(NAD 83)
 PA0780_MARKER: DB = BENCH MARK DISK
 PA0780_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PA0780+WITH SETTING: INFORMATION.
 PA0780_SP_SET: METAL ROD DRIVEN INTO GROUND
 PA0780_STAMPING: 9 LRC 1970 5073
 PA0780_MARK LOGO: USGS  
 PA0780_MAGNETIC: I = MARKER IS A STEEL ROD
 PA0780_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PA0780
 PA0780  HISTORY     - Date     Condition        Report By
 PA0780  HISTORY     - 1970     MONUMENTED       USGS
 PA0780
 PA0780                          STATION DESCRIPTION
 PA0780
 PA0780'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 PA0780'FROM WAGONTIRE, OREGON, PROCEED 4.5 MILES SOUTHWEST ALONG U S HIGHWAY
 PA0780'395 TO DRY VALLEY ROAD, THENCE 4.6 MILES SOUTH ALONG DRY VALLEY ROAD
 PA0780'TO A DIM Y-ROAD EAST, OPPOSITE A LARGE LONE JUNIPER TREE, 106 FEET
 PA0780'SOUTHEAST OF A Y-ROAD FORK, 50 FEET NORTHEAST OF THE CENTERLINE OF
 PA0780'THE ROAD, 2 FEET SOUTHWEST OF A WITNESS POST.  THE ROD DEPTH IS
 PA0780'UNKNOWN AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0110 ***********************************************************************
 QE0110  DESIGNATION -  9 M
 QE0110  PID         -  QE0110
 QE0110  STATE/COUNTY-  OR/LANE
 QE0110  USGS QUAD   -  NIMROD (1989)
 QE0110
 QE0110                         *CURRENT SURVEY CONTROL
 QE0110  ___________________________________________________________________
 QE0110* NAD 83(1986)-  44 06 39.     (N)    122 25 26.     (W)     SCALED    
 QE0110* NAVD 88     -       292.732  (meters)     960.40   (feet)  ADJUSTED  
 QE0110  ___________________________________________________________________
 QE0110  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 QE0110  DYNAMIC HT  -         292.667 (meters)     960.19  (feet)  COMP
 QE0110  MODELED GRAV-     980,390.7   (mgal)                       NAVD 88
 QE0110
 QE0110  VERT ORDER  -  FIRST     CLASS II
 QE0110
 QE0110.The horizontal coordinates were scaled from a topographic map and have
 QE0110.an estimated accuracy of +/- 6 seconds.
 QE0110
 QE0110.The orthometric height was determined by differential leveling
 QE0110.and adjusted in June 1991.
 QE0110
 QE0110.The geoid height was determined by GEOID03.
 QE0110
 QE0110.The dynamic height is computed by dividing the NAVD 88
 QE0110.geopotential number by the normal gravity value computed on the
 QE0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0110.degrees latitude (g = 980.6199 gals.).
 QE0110
 QE0110.The modeled gravity was interpolated from observed gravity values.
 QE0110
 QE0110;                    North         East    Units  Estimated Accuracy
 QE0110;SPC OR S     -   273,290.    1,345,990.      MT  (+/- 180 meters Scaled)
 QE0110
 QE0110                          SUPERSEDED SURVEY CONTROL
 QE0110
 QE0110  NGVD 29 (??/??/92)  291.597  (m)          956.68   (f) ADJ UNCH    1 2
 QE0110
 QE0110.Superseded values are not recommended for survey control.
 QE0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0110.See file dsdata.txt to determine how the superseded data were derived.
 QE0110
 QE0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP461843(NAD 83)
 QE0110_MARKER: DD = SURVEY DISK
 QE0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0110_STAMPING: 9 M 1927 957
 QE0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0110+STABILITY: SURFACE MOTION
 QE0110
 QE0110  HISTORY     - Date     Condition        Report By
 QE0110  HISTORY     - 1927     MONUMENTED       USGS
 QE0110  HISTORY     - 1943     GOOD             NGS
 QE0110  HISTORY     - 1964     GOOD             NGS
 QE0110  HISTORY     - 1987     MARK NOT FOUND   NGS
 QE0110
 QE0110                          STATION DESCRIPTION
 QE0110
 QE0110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QE0110'6.0 MI W FROM BLUE RIVER.
 QE0110'ABOUT 6.0 MILES WEST ALONG U.S. HIGHWAY 28 FROM THE POST OFFICE AT
 QE0110'BLUE RIVER, LANE COUNTY, ABOUT 250 FEET WEST OF A SHELL SERVICE
 QE0110'STATION, 2.0 FEET EAST OF THE EAST SIDE OF A GARAGE, 13.0 FEET WEST OF
 QE0110'THE CENTER LINE OF A ROAD LEADING SOUTH TO MIMROD INN, 48.0 FEET SOUTH
 QE0110'OF THE CENTER LINE OF THE HIGHWAY, PROJECTING ABOUT 3-INCHES ABOVE THE
 QE0110'GROUND, 2.0 FEET SOUTH OF A WHITE REFERENCE POST.
 QE0110
 QE0110                          STATION RECOVERY (1964)
 QE0110
 QE0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 QE0110'RECOVERED IN GOOD CONDITION.
 QE0110
 QE0110                          STATION RECOVERY (1987)
 QE0110
 QE0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE0110'THE SERVICE STATION FOUNDATION WAS FOUND, AND THE AREA HAS BEEB DOZED
 QE0110'AWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0142 ***********************************************************************
 PC0142  DESIGNATION -  9 M
 PC0142  PID         -  PC0142
 PC0142  STATE/COUNTY-  OR/DOUGLAS
 PC0142  USGS QUAD   -  MACE MOUNTAIN (1989)
 PC0142
 PC0142                         *CURRENT SURVEY CONTROL
 PC0142  ___________________________________________________________________
 PC0142* NAD 83(1986)-  43 19 11.     (N)    122 49 47.     (W)     SCALED    
 PC0142* NAVD 88     -       386.588  (meters)    1268.33   (feet)  ADJUSTED  
 PC0142  ___________________________________________________________________
 PC0142  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 PC0142  DYNAMIC HT  -         386.458 (meters)    1267.90  (feet)  COMP
 PC0142  MODELED GRAV-     980,272.6   (mgal)                       NAVD 88
 PC0142
 PC0142  VERT ORDER  -  FIRST     CLASS II
 PC0142
 PC0142.The horizontal coordinates were scaled from a topographic map and have
 PC0142.an estimated accuracy of +/- 6 seconds.
 PC0142
 PC0142.The orthometric height was determined by differential leveling
 PC0142.and adjusted in June 1991.
 PC0142
 PC0142.The geoid height was determined by GEOID03.
 PC0142
 PC0142.The dynamic height is computed by dividing the NAVD 88
 PC0142.geopotential number by the normal gravity value computed on the
 PC0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0142.degrees latitude (g = 980.6199 gals.).
 PC0142
 PC0142.The modeled gravity was interpolated from observed gravity values.
 PC0142
 PC0142;                    North         East    Units  Estimated Accuracy
 PC0142;SPC OR S     -   186,250.    1,311,060.      MT  (+/- 180 meters Scaled)
 PC0142
 PC0142                          SUPERSEDED SURVEY CONTROL
 PC0142
 PC0142  NGVD 29 (??/??/92)  385.461  (m)         1264.63   (f) ADJ UNCH    1 2
 PC0142
 PC0142.Superseded values are not recommended for survey control.
 PC0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0142.See file dsdata.txt to determine how the superseded data were derived.
 PC0142
 PC0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN138963(NAD 83)
 PC0142_MARKER: DD = SURVEY DISK
 PC0142_SETTING: 80 = SET IN A BOULDER
 PC0142_SP_SET: BOULDER
 PC0142_STAMPING: 9 M 1935
 PC0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0142+STABILITY: SURFACE MOTION
 PC0142
 PC0142  HISTORY     - Date     Condition        Report By
 PC0142  HISTORY     - 1935     MONUMENTED       USGS
 PC0142  HISTORY     - 1941     GOOD             NGS
 PC0142  HISTORY     - 19841024 MARK NOT FOUND   USPSQD
 PC0142
 PC0142                          STATION DESCRIPTION
 PC0142
 PC0142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 PC0142'13.4 MI E FROM IDLEYLD PARK.
 PC0142'ABOUT 13.4 MILES EAST OF IDLEYLD PARK ON ROAD TO DIAMOND LAKE, 400
 PC0142'FEET EAST OF COLLINS HOMESTEAD, 16 FEET NORTH OF CENTER OF ROAD, SET
 PC0142'IN A BOULDER.  WITNESS POST BY MARK.
 PC0142
 PC0142                          STATION RECOVERY (1984)
 PC0142
 PC0142'RECOVERY NOTE BY US POWER SQUADRON 1984 (KJO)
 PC0142'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0989 ***********************************************************************
 QE0989  DESIGNATION -  9 M 237 8 862
 QE0989  PID         -  QE0989
 QE0989  STATE/COUNTY-  OR/LANE
 QE0989  USGS QUAD   -  TIERNAN (1984)
 QE0989
 QE0989                         *CURRENT SURVEY CONTROL
 QE0989  ___________________________________________________________________
 QE0989* NAD 83(1986)-  44 01 05.     (N)    123 57 25.     (W)     SCALED    
 QE0989* NAVD 88     -         3.903  (meters)      12.81   (feet)  ADJUSTED  
 QE0989  ___________________________________________________________________
 QE0989  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 QE0989  DYNAMIC HT  -           3.903 (meters)      12.81  (feet)  COMP
 QE0989  MODELED GRAV-     980,541.8   (mgal)                       NAVD 88
 QE0989
 QE0989  VERT ORDER  -  SECOND    CLASS 0
 QE0989
 QE0989.The horizontal coordinates were scaled from a topographic map and have
 QE0989.an estimated accuracy of +/- 6 seconds.
 QE0989
 QE0989.The orthometric height was determined by differential leveling
 QE0989.and adjusted in June 1991.
 QE0989
 QE0989.The geoid height was determined by GEOID03.
 QE0989
 QE0989.The dynamic height is computed by dividing the NAVD 88
 QE0989.geopotential number by the normal gravity value computed on the
 QE0989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0989.degrees latitude (g = 980.6199 gals.).
 QE0989
 QE0989.The modeled gravity was interpolated from observed gravity values.
 QE0989
 QE0989;                    North         East    Units  Estimated Accuracy
 QE0989;SPC OR S     -   266,930.    1,222,890.      MT  (+/- 180 meters Scaled)
 QE0989
 QE0989                          SUPERSEDED SURVEY CONTROL
 QE0989
 QE0989  NGVD 29 (??/??/92)    2.84   (m)            9.3    (f) COMPUTED    2 0
 QE0989
 QE0989.Superseded values are not recommended for survey control.
 QE0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0989.See file dsdata.txt to determine how the superseded data were derived.
 QE0989
 QE0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP233743(NAD 83)
 QE0989_MARKER: DD = SURVEY DISK
 QE0989_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QE0989_SP_SET: APPLE TREES
 QE0989_STAMPING: 9-M-237-8-862-1934
 QE0989_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE0989
 QE0989  HISTORY     - Date     Condition        Report By
 QE0989  HISTORY     - 1934     MONUMENTED       CGS
 QE0989
 QE0989                          STATION DESCRIPTION
 QE0989
 QE0989'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QE0989'5.3 MI E FROM CUSHMAN.
 QE0989'5.3 MILES EAST, ALONG S.P.RR, FROM STATION.  ALONG THE RIGHT OF WAY OF
 QE0989'THE SOUTHERN PACIFIC RAILROAD, MARSHFIELD SUBDIVISION, 23 RAILS,
 QE0989'APPROXIMATELY 253 YARDS WEST OF MILE POST 711, 150 YARDS NORTH OF
 QE0989'MORRIS RANCH HOUSE, 65 FEET SOUTH OF TRACK, NO FEET NORTH OF CENTER OF
 QE0989'HIGHWAY, 16 FEET SOUTHEAST OF GATE IN RIGHT OF WAY FENCE, AND IN GROUP
 QE0989'OF APPLE TREES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0487 ***********************************************************************
 QB0487  DESIGNATION -  9 N
 QB0487  PID         -  QB0487
 QB0487  STATE/COUNTY-  OR/BAKER
 QB0487  USGS QUAD   -  OXBOW (1987)
 QB0487
 QB0487                         *CURRENT SURVEY CONTROL
 QB0487  ___________________________________________________________________
 QB0487* NAD 83(1986)-  44 58 09.     (N)    116 51 09.     (W)     SCALED    
 QB0487* NAVD 88     -       566.651  (meters)    1859.09   (feet)  ADJUSTED  
 QB0487  ___________________________________________________________________
 QB0487  GEOID HEIGHT-         -16.12  (meters)                     GEOID03
 QB0487  DYNAMIC HT  -         566.502 (meters)    1858.60  (feet)  COMP
 QB0487  MODELED GRAV-     980,336.8   (mgal)                       NAVD 88
 QB0487
 QB0487  VERT ORDER  -  SECOND    CLASS 0
 QB0487
 QB0487.The horizontal coordinates were scaled from a topographic map and have
 QB0487.an estimated accuracy of +/- 6 seconds.
 QB0487
 QB0487.The orthometric height was determined by differential leveling
 QB0487.and adjusted in June 1991.
 QB0487
 QB0487.The geoid height was determined by GEOID03.
 QB0487
 QB0487.The dynamic height is computed by dividing the NAVD 88
 QB0487.geopotential number by the normal gravity value computed on the
 QB0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0487.degrees latitude (g = 980.6199 gals.).
 QB0487
 QB0487.The modeled gravity was interpolated from observed gravity values.
 QB0487
 QB0487;                    North         East    Units  Estimated Accuracy
 QB0487;SPC OR N     -   151,230.    2,787,620.      MT  (+/- 180 meters Scaled)
 QB0487
 QB0487                          SUPERSEDED SURVEY CONTROL
 QB0487
 QB0487  NGVD 29 (??/??/92)  565.606  (m)         1855.66   (f) ADJ UNCH    2 0
 QB0487
 QB0487.Superseded values are not recommended for survey control.
 QB0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0487.See file dsdata.txt to determine how the superseded data were derived.
 QB0487
 QB0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK116795(NAD 83)
 QB0487_MARKER: Q = CHISELED SQUARE
 QB0487_SETTING: 66 = SET IN ROCK OUTCROP
 QB0487_SP_SET: OUTCROP
 QB0487_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QB0487+STABILITY: POSITION/ELEVATION WELL
 QB0487
 QB0487  HISTORY     - Date     Condition        Report By
 QB0487  HISTORY     - UNK      MONUMENTED       DOD
 QB0487  HISTORY     - 1946     GOOD             NGS
 QB0487  HISTORY     - 1983     MARK NOT FOUND   USGS
 QB0487
 QB0487                          STATION DESCRIPTION
 QB0487
 QB0487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 QB0487'4.75 MI S FROM HOMESTEAD.
 QB0487'ALONG THE HOMESTEAD-ROBINETTE ROAD, 4.75 MILES SOUTH OF THE POST
 QB0487'OFFICE AT HOMESTEAD, 0.3 MILE EAST OF BRIDGE OVER PINE CREEK, ABOUT
 QB0487'MIDWAY OF A STEEP GRADE LEADING UP OXBOW HILL, 0.15 MILE EAST OF THE
 QB0487'JUNCTION OF A ROAD LEADING TO THE IDAHO POWER CO. HYDRO-ELECTRIC POWER
 QB0487'PLANT, AT WEST END OF A SMALL TURNOUT FOR THE ROAD, DIRECTLY NORTH OF
 QB0487'AND BELOW A LARGE WOODEN WATER TANK WHICH IS ON THE NORTH SLOPE OF A
 QB0487'HILL, 37.0 FEET EAST OF THE EAST EDGE OF A HUGE ROCK OUTCROP IN THE
 QB0487'SOUTH BANK OF THE ROAD, 16.5 FEET SOUTH OF CENTER OF THE ROAD, THE
 QB0487'HIGHEST POINT OF AN OUTLINED CHISELED PYRAMID CUT ON TOP OF THE NORTH
 QB0487'EDGE OF AND 0.6 FOOT WEST OF THE EAST EDGE OF A ROCK OUTCROP, ABOUT 6
 QB0487'FEET ABOVE THE ROAD, PAINTED USSBM NO. 9.
 QB0487
 QB0487                          STATION RECOVERY (1983)
 QB0487
 QB0487'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 QB0487'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0848 ***********************************************************************
 PB0848  DESIGNATION -  9 PSM
 PB0848  PID         -  PB0848
 PB0848  STATE/COUNTY-  OR/LAKE
 PB0848  USGS QUAD   -  JACKS PLACE (1982)
 PB0848
 PB0848                         *CURRENT SURVEY CONTROL
 PB0848  ___________________________________________________________________
 PB0848* NAD 83(1986)-  43 29 12.     (N)    120 39 50.     (W)     SCALED    
 PB0848* NAVD 88     -      1351.032  (meters)    4432.51   (feet)  ADJUSTED  
 PB0848  ___________________________________________________________________
 PB0848  GEOID HEIGHT-         -20.30  (meters)                     GEOID03
 PB0848  DYNAMIC HT  -        1350.344 (meters)    4430.25  (feet)  COMP
 PB0848  MODELED GRAV-     980,063.2   (mgal)                       NAVD 88
 PB0848
 PB0848  VERT ORDER  -  THIRD
 PB0848
 PB0848.The horizontal coordinates were scaled from a topographic map and have
 PB0848.an estimated accuracy of +/- 6 seconds.
 PB0848
 PB0848.The orthometric height was determined by differential leveling
 PB0848.and adjusted in August 1995.
 PB0848
 PB0848.The geoid height was determined by GEOID03.
 PB0848
 PB0848.The dynamic height is computed by dividing the NAVD 88
 PB0848.geopotential number by the normal gravity value computed on the
 PB0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0848.degrees latitude (g = 980.6199 gals.).
 PB0848
 PB0848.The modeled gravity was interpolated from observed gravity values.
 PB0848
 PB0848;                    North         East    Units  Estimated Accuracy
 PB0848;SPC OR S     -   202,190.    1,486,740.      MT  (+/- 180 meters Scaled)
 PB0848
 PB0848                          SUPERSEDED SURVEY CONTROL
 PB0848
 PB0848.No superseded survey control is available for this station.
 PB0848
 PB0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP889175(NAD 83)
 PB0848_MARKER: DB = BENCH MARK DISK
 PB0848_SETTING: 66 = SET IN ROCK OUTCROP
 PB0848_SP_SET: BEDROCK
 PB0848_STAMPING: 9 PSM 1978 4429
 PB0848_MARK LOGO: USGS  
 PB0848_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PB0848+STABILITY: POSITION/ELEVATION WELL
 PB0848
 PB0848  HISTORY     - Date     Condition        Report By
 PB0848  HISTORY     - 1978     MONUMENTED       USGS
 PB0848
 PB0848                          STATION DESCRIPTION
 PB0848
 PB0848'DESCRIBED BY US GEOLOGICAL SURVEY 1978
 PB0848'39.3 KM (24.40 MI) NORTH FROM CHRISTMAS VALLEY.
 PB0848'CHRISTMAS VALLEY PO, 2.0 MI E OF, THENCE 22.4 MI N ALONG MILLICAN RD.
 PB0848'IN SEC 15 T24S R17E, 115 E OF RD.  10 FT N OF SMALL JUNIPER TREE, 4
 PB0848'FT N OF CAIRN.
 PB0848'THE MARK IS 5 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0101 ***********************************************************************
 PC0101  DESIGNATION -  9 RM
 PC0101  PID         -  PC0101
 PC0101  STATE/COUNTY-  OR/DOUGLAS
 PC0101  USGS QUAD   -  HAMAKER BUTTE (1985)
 PC0101
 PC0101                         *CURRENT SURVEY CONTROL
 PC0101  ___________________________________________________________________
 PC0101* NAD 83(1986)-  43 00 58.     (N)    122 22 32.     (W)     SCALED    
 PC0101* NAVD 88     -      1176.742  (meters)    3860.69   (feet)  ADJUSTED  
 PC0101  ___________________________________________________________________
 PC0101  GEOID HEIGHT-         -22.37  (meters)                     GEOID03
 PC0101  DYNAMIC HT  -        1176.151 (meters)    3858.76  (feet)  COMP
 PC0101  MODELED GRAV-     980,077.8   (mgal)                       NAVD 88
 PC0101
 PC0101  VERT ORDER  -  SECOND    CLASS 0
 PC0101
 PC0101.The horizontal coordinates were scaled from a topographic map and have
 PC0101.an estimated accuracy of +/- 6 seconds.
 PC0101
 PC0101.The orthometric height was determined by differential leveling
 PC0101.and adjusted in June 1991.
 PC0101
 PC0101.The geoid height was determined by GEOID03.
 PC0101
 PC0101.The dynamic height is computed by dividing the NAVD 88
 PC0101.geopotential number by the normal gravity value computed on the
 PC0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0101.degrees latitude (g = 980.6199 gals.).
 PC0101
 PC0101.The modeled gravity was interpolated from observed gravity values.
 PC0101
 PC0101;                    North         East    Units  Estimated Accuracy
 PC0101;SPC OR S     -   151,610.    1,347,130.      MT  (+/- 180 meters Scaled)
 PC0101
 PC0101                          SUPERSEDED SURVEY CONTROL
 PC0101
 PC0101  NGVD 29 (??/??/92) 1175.503  (m)         3856.63   (f) ADJ UNCH    2 0
 PC0101
 PC0101.Superseded values are not recommended for survey control.
 PC0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0101.See file dsdata.txt to determine how the superseded data were derived.
 PC0101
 PC0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN508627(NAD 83)
 PC0101_MARKER: DD = SURVEY DISK
 PC0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PC0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0101+STABILITY: SURFACE MOTION
 PC0101
 PC0101  HISTORY     - Date     Condition        Report By
 PC0101  HISTORY     - UNK      MONUMENTED       BPR
 PC0101  HISTORY     - 1969     GOOD             NGS
 PC0101
 PC0101                          STATION DESCRIPTION
 PC0101
 PC0101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 PC0101'8.7 MI NE FROM UNION CREEK.
 PC0101'1.3 MILES NORTHEAST ALONG STATE HIGHWAY 62 FROM THE UNION CREEK RANGER
 PC0101'STATION TO THE JUNCTION WITH STATE HIGHWAY 230, THENCE NORTH ALONG
 PC0101'STATE HIGHWAY 230 FOR 7.4 MILES TO THE BENCH MARK ON THE RIGHT, 0.45
 PC0101'MILE NORTH OF MILE POST NO. 7, 0.05 MILE SOUTH OF A T ROAD WEST TO
 PC0101'FOSTER CREEK, 65 FEET EAST OF THE CENTER OF THE HIGHWAY, AND 0.5 FOOT
 PC0101'SOUTH OF A METAL WITNESS POST SET IN A 12-INCH SQUARE CONCRETE
 PC0101'MONUMENT THAT PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0695 ***********************************************************************
 NW0695  DESIGNATION -  9 RTV
 NW0695  PID         -  NW0695
 NW0695  STATE/COUNTY-  OR/MALHEUR
 NW0695  USGS QUAD   -  JACKSON SUMMIT (1982)
 NW0695
 NW0695                         *CURRENT SURVEY CONTROL
 NW0695  ___________________________________________________________________
 NW0695* NAD 83(1986)-  42 13 48.     (N)    117 41 34.     (W)     SCALED    
 NW0695* NAVD 88     -      1782.133  (meters)    5846.88   (feet)  ADJUSTED  
 NW0695  ___________________________________________________________________
 NW0695  GEOID HEIGHT-         -18.16  (meters)                     GEOID03
 NW0695  DYNAMIC HT  -        1780.926 (meters)    5842.92  (feet)  COMP
 NW0695  MODELED GRAV-     979,879.8   (mgal)                       NAVD 88
 NW0695
 NW0695  VERT ORDER  -  SECOND    CLASS 0
 NW0695
 NW0695.The horizontal coordinates were scaled from a topographic map and have
 NW0695.an estimated accuracy of +/- 6 seconds.
 NW0695
 NW0695.The orthometric height was determined by differential leveling
 NW0695.and adjusted in August 1995.
 NW0695
 NW0695.The geoid height was determined by GEOID03.
 NW0695
 NW0695.The dynamic height is computed by dividing the NAVD 88
 NW0695.geopotential number by the normal gravity value computed on the
 NW0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0695.degrees latitude (g = 980.6199 gals.).
 NW0695
 NW0695.The modeled gravity was interpolated from observed gravity values.
 NW0695
 NW0695;                    North         East    Units  Estimated Accuracy
 NW0695;SPC OR S     -    66,460.    1,731,700.      MT  (+/- 180 meters Scaled)
 NW0695
 NW0695                          SUPERSEDED SURVEY CONTROL
 NW0695
 NW0695.No superseded survey control is available for this station.
 NW0695
 NW0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG428755(NAD 83)
 NW0695_MARKER: DB = BENCH MARK DISK
 NW0695_SETTING: 66 = SET IN ROCK OUTCROP
 NW0695_SP_SET: BEDROCK
 NW0695_STAMPING: 9 RTV 1979
 NW0695_MARK LOGO: USGS  
 NW0695_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0695_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0695+STABILITY: POSITION/ELEVATION WELL
 NW0695
 NW0695  HISTORY     - Date     Condition        Report By
 NW0695  HISTORY     - 1979     MONUMENTED       USGS
 NW0695
 NW0695                          STATION DESCRIPTION
 NW0695
 NW0695'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 NW0695'FROM THE MCDERMITT, NEVADA POST OFFICE, PROCEED 15.3 MILES NORTH
 NW0695'ALONG U S HIGHWAY 95, THENCE 5.6 MILES EAST TO A KNOLL, 450 FEET WEST
 NW0695'OF A DRAIN AT ROAD, 66 FEET SOUTH OF THE CENTERLINE OF THE ROAD, SET
 NW0695'ON 3.5 FEET OF COPPER-COATED ROD CEMENTED IN BEDROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0014 ***********************************************************************
 QE0014  DESIGNATION -  9 S
 QE0014  PID         -  QE0014
 QE0014  STATE/COUNTY-  OR/MARION
 QE0014  USGS QUAD   -  ELKHORN (1994)
 QE0014
 QE0014                         *CURRENT SURVEY CONTROL
 QE0014  ___________________________________________________________________
 QE0014* NAD 83(1986)-  44 45 12.     (N)    122 17 17.     (W)     SCALED    
 QE0014* NAVD 88     -       347.924  (meters)    1141.48   (feet)  ADJUSTED  
 QE0014  ___________________________________________________________________
 QE0014  GEOID HEIGHT-         -22.05  (meters)                     GEOID03
 QE0014  DYNAMIC HT  -         347.856 (meters)    1141.26  (feet)  COMP
 QE0014  MODELED GRAV-     980,415.9   (mgal)                       NAVD 88
 QE0014
 QE0014  VERT ORDER  -  FIRST     CLASS II
 QE0014
 QE0014.The horizontal coordinates were scaled from a topographic map and have
 QE0014.an estimated accuracy of +/- 6 seconds.
 QE0014
 QE0014.The orthometric height was determined by differential leveling
 QE0014.and adjusted in June 1991.
 QE0014
 QE0014.The geoid height was determined by GEOID03.
 QE0014
 QE0014.The dynamic height is computed by dividing the NAVD 88
 QE0014.geopotential number by the normal gravity value computed on the
 QE0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0014.degrees latitude (g = 980.6199 gals.).
 QE0014
 QE0014.The modeled gravity was interpolated from observed gravity values.
 QE0014
 QE0014;                    North         East    Units  Estimated Accuracy
 QE0014;SPC OR N     -   122,320.    2,358,440.      MT  (+/- 180 meters Scaled)
 QE0014
 QE0014                          SUPERSEDED SURVEY CONTROL
 QE0014
 QE0014  NGVD 29 (??/??/92)  346.843  (m)         1137.93   (f) ADJ UNCH    1 2
 QE0014
 QE0014.Superseded values are not recommended for survey control.
 QE0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0014.See file dsdata.txt to determine how the superseded data were derived.
 QE0014
 QE0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ563557(NAD 83)
 QE0014_MARKER: DD = SURVEY DISK
 QE0014_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QE0014_SP_SET: CULVERT
 QE0014_STAMPING: 9 S 1925
 QE0014_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0014
 QE0014  HISTORY     - Date     Condition        Report By
 QE0014  HISTORY     - 1925     MONUMENTED       USGS
 QE0014  HISTORY     - 1941     GOOD             NGS
 QE0014
 QE0014                          STATION DESCRIPTION
 QE0014
 QE0014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QE0014'2.4 MI E FROM NIAGARA.
 QE0014'MARK IS LOCATED ALONG SOUTHERN PACIFIC COMPANY RAILROAD, NORTHEAST
 QE0014'CORNER OF CULVERT NO. 736 C, EAST SIDE OF TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0366 ***********************************************************************
 NX0366  DESIGNATION -  9 STR
 NX0366  PID         -  NX0366
 NX0366  STATE/COUNTY-  OR/MALHEUR
 NX0366  USGS QUAD   -  GRASSY RIDGE WELL (1981)
 NX0366
 NX0366                         *CURRENT SURVEY CONTROL
 NX0366  ___________________________________________________________________
 NX0366* NAD 83(1986)-  42 44 01.     (N)    118 04 16.     (W)     SCALED    
 NX0366* NAVD 88     -      1240.900  (meters)    4071.19   (feet)  ADJUSTED  
 NX0366  ___________________________________________________________________
 NX0366  GEOID HEIGHT-         -18.52  (meters)                     GEOID03
 NX0366  DYNAMIC HT  -        1240.208 (meters)    4068.92  (feet)  COMP
 NX0366  MODELED GRAV-     980,019.9   (mgal)                       NAVD 88
 NX0366
 NX0366  VERT ORDER  -  SECOND    CLASS 0
 NX0366
 NX0366.The horizontal coordinates were scaled from a topographic map and have
 NX0366.an estimated accuracy of +/- 6 seconds.
 NX0366
 NX0366.The orthometric height was determined by differential leveling
 NX0366.and adjusted in August 1995.
 NX0366
 NX0366.The geoid height was determined by GEOID03.
 NX0366
 NX0366.The dynamic height is computed by dividing the NAVD 88
 NX0366.geopotential number by the normal gravity value computed on the
 NX0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0366.degrees latitude (g = 980.6199 gals.).
 NX0366
 NX0366.The modeled gravity was interpolated from observed gravity values.
 NX0366
 NX0366;                    North         East    Units  Estimated Accuracy
 NX0366;SPC OR S     -   121,400.    1,698,860.      MT  (+/- 180 meters Scaled)
 NX0366
 NX0366                          SUPERSEDED SURVEY CONTROL
 NX0366
 NX0366.No superseded survey control is available for this station.
 NX0366
 NX0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH123317(NAD 83)
 NX0366_MARKER: DB = BENCH MARK DISK
 NX0366_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NX0366+WITH SETTING: INFORMATION.
 NX0366_SP_SET: SHALLOW-SET METAL ROD
 NX0366_STAMPING: 9 STR 1975 4067
 NX0366_MARK LOGO: USGS  
 NX0366_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NX0366
 NX0366  HISTORY     - Date     Condition        Report By
 NX0366  HISTORY     - 1975     MONUMENTED       USGS
 NX0366
 NX0366                          STATION DESCRIPTION
 NX0366
 NX0366'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 NX0366'30.9 KM (19.20 MI) WSW FROM BURNS JUNCTION.
 NX0366'BURNS JCT, 6.5 MI S OF, ALONG US HWY 95, THENCE 1.3 MI SW ALONG
 NX0366'GRADED RD TO GATE, THENCE 1.95 MI N AND W TO Y-RD, THENCE 5.3 MI W TO
 NX0366'Y-RD, THENCE 4.2 MI W TO BEND TO NW, 29 FT N OF CENTERLINE OF RD, SET
 NX0366'ON COPPER-COATED STEEL ROD OF UNRECORDED DEPTH, PROJECTING 0.3 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0654 ***********************************************************************
 QE0654  DESIGNATION -  9+00 00 RM
 QE0654  PID         -  QE0654
 QE0654  STATE/COUNTY-  OR/BENTON
 QE0654  USGS QUAD   -  CORVALLIS (1986)
 QE0654
 QE0654                         *CURRENT SURVEY CONTROL
 QE0654  ___________________________________________________________________
 QE0654* NAD 83(1986)-  44 30 12.     (N)    123 17 28.     (W)     SCALED    
 QE0654* NAVD 88     -        74.326  (meters)     243.85   (feet)  ADJUSTED  
 QE0654  ___________________________________________________________________
 QE0654  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 QE0654  DYNAMIC HT  -          74.322 (meters)     243.84  (feet)  COMP
 QE0654  MODELED GRAV-     980,553.9   (mgal)                       NAVD 88
 QE0654
 QE0654  VERT ORDER  -  FIRST     CLASS II
 QE0654
 QE0654.This mark is at Corvallis Municipal Airport (CVO)
 QE0654
 QE0654.The horizontal coordinates were scaled from a topographic map and have
 QE0654.an estimated accuracy of +/- 6 seconds.
 QE0654
 QE0654.The orthometric height was determined by differential leveling
 QE0654.and adjusted in June 1991.
 QE0654
 QE0654.The geoid height was determined by GEOID03.
 QE0654
 QE0654.The dynamic height is computed by dividing the NAVD 88
 QE0654.geopotential number by the normal gravity value computed on the
 QE0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0654.degrees latitude (g = 980.6199 gals.).
 QE0654
 QE0654.The modeled gravity was interpolated from observed gravity values.
 QE0654
 QE0654;                    North         East    Units  Estimated Accuracy
 QE0654;SPC OR N     -    96,810.    2,278,090.      MT  (+/- 180 meters Scaled)
 QE0654
 QE0654                          SUPERSEDED SURVEY CONTROL
 QE0654
 QE0654  NGVD 29 (??/??/92)   73.315  (m)          240.53   (f) ADJ UNCH    1 2
 QE0654
 QE0654.Superseded values are not recommended for survey control.
 QE0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0654.See file dsdata.txt to determine how the superseded data were derived.
 QE0654
 QE0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ768278(NAD 83)
 QE0654_MARKER: DR = REFERENCE MARK DISK
 QE0654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0654_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0654_STAMPING: 9+00 00
 QE0654_MARK LOGO: USE   
 QE0654_MAGNETIC: N = NO MAGNETIC MATERIAL
 QE0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0654+STABILITY: SURFACE MOTION
 QE0654_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QE0654+SATELLITE: SATELLITE OBSERVATIONS - August 28, 1996
 QE0654
 QE0654  HISTORY     - Date     Condition        Report By
 QE0654  HISTORY     - UNK      MONUMENTED       USE
 QE0654  HISTORY     - 1968     GOOD             NGS
 QE0654  HISTORY     - 19960828 GOOD             CHANCE
 QE0654
 QE0654                          STATION DESCRIPTION
 QE0654
 QE0654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 QE0654'5 MI SW FROM CORVALLIS.
 QE0654'AT CORVALLIS MUNICIPAL AIRPORT, 99.7 FT. NORTH OF THE CENTERLINE END
 QE0654'OF RUNWAY END 17 ON THE CENTERLINE EXTENDED, 106.0 FT. NORTHEAST OF
 QE0654'THE WEST LIGHT OF A SET OF THREE EASTERLY THRESHOLD LIGHTS, 106.0 FT.
 QE0654'NORTHWEST OF THE EAST LIGHT OF A SET OF THREE WESTERLY THRESHOLD
 QE0654'LIGHTS.  IT IS A U.S. ARMY CORPS OF ENGINEERS REFERENCE MARK DISK SET
 QE0654'IN A 1 X 1 FT. CONCRETE POST AND IS STAMPED 9-00.00.  IT IS FLUSH WITH
 QE0654'THE SURFACE OF THE GROUND.
 QE0654
 QE0654                          STATION RECOVERY (1996)
 QE0654
 QE0654'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 QE0654'THE STATION IS LOCATED ABOUT 33.5 MILES (53.9 KM) NORTH OF EUGENE, 14
 QE0654'MILES (22.5 KM) SOUTHWEST OF ALBANY AND 5 MILES (8.0 KM) SOUTH OF
 QE0654'CORVALLIS AT THE CORVALLIS MUNICIPAL AIRPORT, JACK BARROW - AIRPORT
 QE0654'MANAGER, PHONE 541-757-6783 OR 541-757-6916  TO REACH THE STATION FROM
 QE0654'THE JUNCTION OF STATE HIGHWAY 34 AND STATE HIGHWAY 99 W IN SOUTH
 QE0654'CORVALLIS, PROCEED SOUTH ON SH 99W 3.3 MILES (5.3 KM) TO AIRPORT
 QE0654'AVENUE ON THE RIGHT, TURN RIGHT AND PROCEED WEST ON AIRPORT AVE 0.75
 QE0654'MILES (1.21 KM) TO A DRIVEWAY LEADING SOUTH TO BERTEA AVIATION HANGAR,
 QE0654'TURN LEFT AND PROCEED SOUTH 0.3 MILES (0.5 KM) TO A GATE AT THE
 QE0654'NORTHWEST CORNER OF BERTEA AVIATION INC HANGAR.  PROCEED SOUTHWEST
 QE0654'THROUGH THE GATE AND ACROSS THE RAMP AREA 0.1 MILES (0.2 KM) TO THE
 QE0654'JUNCTION WITH TAXIWAY A, TURN RIGHT AND PROCEED WEST ON TAXIWAY A 0.25
 QE0654'MILES (0.40 KM) TO JUNCTION WITH RUNWAY 17-35 AND THE STATION ON THE
 QE0654'RIGHT APPROXIMATELY 30 M (98.4 FT) NORTH OF THE END OF THE RUNWAY ON
 QE0654'THE PROJECTED CENTERLINE  THE STATION IS A US ARMY ENGINEERS REFERENCE
 QE0654'MARK DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT, SET FLUSH WITH
 QE0654'THE GROUND.  THE STATION IS LOCATED 31.0 M (101.7 FT) NORTH OF THE
 QE0654'BRASS CAP IN THE CENTERLINE END OF THE RUNWAY, 39.6 M (129.9 FT)
 QE0654'NORTHWEST OF THE EASTERNMOST THRESHOLD LIGHT, 39.4 M (129.3 FT)
 QE0654'NORTHEAST OF THE WESTERNMOST THRESHOLD LIGHT, 48.65 M (159.61 FT)
 QE0654'NORTHWEST OF SURVEY MONUMENT -AP 1963 STA B2- AND 29.95 M (98.26 FT)
 QE0654'SOUTH OF THE MIDDLE ONE OF FIVE RUNWAY APPROACH LIGHTS
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0659 ***********************************************************************
 NW0659  DESIGNATION -  90 FMK
 NW0659  PID         -  NW0659
 NW0659  STATE/COUNTY-  OR/MALHEUR
 NW0659  USGS QUAD   -  THREEMILE HILL (1969)
 NW0659
 NW0659                         *CURRENT SURVEY CONTROL
 NW0659  ___________________________________________________________________
 NW0659* NAD 83(1986)-  42 52 41.     (N)    117 28 44.     (W)     SCALED    
 NW0659* NAVD 88     -      1193.652  (meters)    3916.17   (feet)  ADJUSTED  
 NW0659  ___________________________________________________________________
 NW0659  GEOID HEIGHT-         -17.77  (meters)                     GEOID03
 NW0659  DYNAMIC HT  -        1193.039 (meters)    3914.16  (feet)  COMP
 NW0659  MODELED GRAV-     980,066.1   (mgal)                       NAVD 88
 NW0659
 NW0659  VERT ORDER  -  SECOND    CLASS 0
 NW0659
 NW0659.The horizontal coordinates were scaled from a topographic map and have
 NW0659.an estimated accuracy of +/- 6 seconds.
 NW0659
 NW0659.The orthometric height was determined by differential leveling
 NW0659.and adjusted in August 1995.
 NW0659
 NW0659.The geoid height was determined by GEOID03.
 NW0659
 NW0659.The dynamic height is computed by dividing the NAVD 88
 NW0659.geopotential number by the normal gravity value computed on the
 NW0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0659.degrees latitude (g = 980.6199 gals.).
 NW0659
 NW0659.The modeled gravity was interpolated from observed gravity values.
 NW0659
 NW0659;                    North         East    Units  Estimated Accuracy
 NW0659;SPC OR S     -   139,020.    1,746,760.      MT  (+/- 180 meters Scaled)
 NW0659
 NW0659                          SUPERSEDED SURVEY CONTROL
 NW0659
 NW0659.No superseded survey control is available for this station.
 NW0659
 NW0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH608473(NAD 83)
 NW0659_MARKER: DB = BENCH MARK DISK
 NW0659_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0659_SP_SET: COPPER-CLAD STEEL ROD
 NW0659_STAMPING: 90 FMK 1968 3913
 NW0659_MARK LOGO: USGS  
 NW0659_PROJECTION: FLUSH
 NW0659_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0659_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0659_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0659+SATELLITE: SATELLITE OBSERVATIONS - 1968
 NW0659_ROD/PIPE-DEPTH: 1.52 meters
 NW0659
 NW0659  HISTORY     - Date     Condition        Report By
 NW0659  HISTORY     - 1968     MONUMENTED       USGS
 NW0659
 NW0659                          STATION DESCRIPTION
 NW0659
 NW0659'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 NW0659'FROM THE JORDAN VALLEY, OREGON POST OFFICE, PROCEED 24.7 MILES WEST
 NW0659'ALONG U.S. HIGHWAY 95, 8.4 MILES NORTHEAST OF THE HIGHWAY 95 BRIDGE
 NW0659'OVER THE OWYHEE RIVER AT ROME, 0.3 MILE EAST OF MILE POST 45, 102
 NW0659'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 26 FEET WEST OF A FENCE
 NW0659'CORNER, 1 FOOT NORTH OF A FENCE, BENCH MARK IS ENCASED IN A 6 INCH
 NW0659'BLACK FIBER PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0709 ***********************************************************************
 NW0709  DESIGNATION -  90 RTV
 NW0709  PID         -  NW0709
 NW0709  STATE/COUNTY-  OR/MALHEUR
 NW0709  USGS QUAD   -  BOWDEN WATERHOLE (1982)
 NW0709
 NW0709                         *CURRENT SURVEY CONTROL
 NW0709  ___________________________________________________________________
 NW0709* NAD 83(1986)-  42 09 13.     (N)    117 45 20.     (W)     SCALED    
 NW0709* NAVD 88     -      1391.183  (meters)    4564.24   (feet)  ADJUSTED  
 NW0709  ___________________________________________________________________
 NW0709  GEOID HEIGHT-         -18.50  (meters)                     GEOID03
 NW0709  DYNAMIC HT  -        1390.269 (meters)    4561.24  (feet)  COMP
 NW0709  MODELED GRAV-     979,916.6   (mgal)                       NAVD 88
 NW0709
 NW0709  VERT ORDER  -  SECOND    CLASS 0
 NW0709
 NW0709.The horizontal coordinates were scaled from a topographic map and have
 NW0709.an estimated accuracy of +/- 6 seconds.
 NW0709
 NW0709.The orthometric height was determined by differential leveling
 NW0709.and adjusted in August 1995.
 NW0709
 NW0709.The geoid height was determined by GEOID03.
 NW0709
 NW0709.The dynamic height is computed by dividing the NAVD 88
 NW0709.geopotential number by the normal gravity value computed on the
 NW0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0709.degrees latitude (g = 980.6199 gals.).
 NW0709
 NW0709.The modeled gravity was interpolated from observed gravity values.
 NW0709
 NW0709;                    North         East    Units  Estimated Accuracy
 NW0709;SPC OR S     -    57,810.    1,726,800.      MT  (+/- 180 meters Scaled)
 NW0709
 NW0709                          SUPERSEDED SURVEY CONTROL
 NW0709
 NW0709.No superseded survey control is available for this station.
 NW0709
 NW0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG375671(NAD 83)
 NW0709_MARKER: DB = BENCH MARK DISK
 NW0709_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0709_SP_SET: COPPER-CLAD STEEL ROD
 NW0709_STAMPING: 90 RTV 1979
 NW0709_MARK LOGO: USGS  
 NW0709_PROJECTION: FLUSH
 NW0709_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0709_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0709_ROD/PIPE-DEPTH: 4.27 meters
 NW0709
 NW0709  HISTORY     - Date     Condition        Report By
 NW0709  HISTORY     - 1979     MONUMENTED       USGS
 NW0709
 NW0709                          STATION DESCRIPTION
 NW0709
 NW0709'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 NW0709'FROM THE MCDERMITT, NEVADA POST OFFICE, PROCEED 11.0 MILES NORTH
 NW0709'ALONG U S HIGHWAY 95 TO A POWERLINE AT A ROAD INTERSECTION, 423 FEET
 NW0709'NORTHWEST OF THE ROAD INTERSECTION, 105 FEET WEST OF THE CENTERLINE
 NW0709'OF THE HIGHWAY, 14 FEET SOUTH OF A FENCE CORNER, 2 FEET EAST OF THE
 NW0709'FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0660 ***********************************************************************
 NW0660  DESIGNATION -  91 FMK
 NW0660  PID         -  NW0660
 NW0660  STATE/COUNTY-  OR/MALHEUR
 NW0660  USGS QUAD   -  AROCK (1972)
 NW0660
 NW0660                         *CURRENT SURVEY CONTROL
 NW0660  ___________________________________________________________________
 NW0660* NAD 83(1986)-  42 52 35.     (N)    117 30 12.     (W)     SCALED    
 NW0660* NAVD 88     -      1169.322  (meters)    3836.35   (feet)  ADJUSTED  
 NW0660  ___________________________________________________________________
 NW0660  GEOID HEIGHT-         -17.83  (meters)                     GEOID03
 NW0660  DYNAMIC HT  -        1168.725 (meters)    3834.39  (feet)  COMP
 NW0660  MODELED GRAV-     980,069.8   (mgal)                       NAVD 88
 NW0660
 NW0660  VERT ORDER  -  SECOND    CLASS 0
 NW0660
 NW0660.The horizontal coordinates were scaled from a topographic map and have
 NW0660.an estimated accuracy of +/- 6 seconds.
 NW0660
 NW0660.The orthometric height was determined by differential leveling
 NW0660.and adjusted in August 1995.
 NW0660
 NW0660.The geoid height was determined by GEOID03.
 NW0660
 NW0660.The dynamic height is computed by dividing the NAVD 88
 NW0660.geopotential number by the normal gravity value computed on the
 NW0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0660.degrees latitude (g = 980.6199 gals.).
 NW0660
 NW0660.The modeled gravity was interpolated from observed gravity values.
 NW0660
 NW0660;                    North         East    Units  Estimated Accuracy
 NW0660;SPC OR S     -   138,760.    1,744,770.      MT  (+/- 180 meters Scaled)
 NW0660
 NW0660                          SUPERSEDED SURVEY CONTROL
 NW0660
 NW0660.No superseded survey control is available for this station.
 NW0660
 NW0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH588472(NAD 83)
 NW0660_MARKER: DB = BENCH MARK DISK
 NW0660_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0660_SP_SET: COPPER-CLAD STEEL ROD
 NW0660_STAMPING: 91 FMK 1968 3833
 NW0660_MARK LOGO: USGS  
 NW0660_PROJECTION: FLUSH
 NW0660_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0660_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0660_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0660+SATELLITE: SATELLITE OBSERVATIONS - 1968
 NW0660_ROD/PIPE-DEPTH: 1.52 meters
 NW0660
 NW0660  HISTORY     - Date     Condition        Report By
 NW0660  HISTORY     - 1968     MONUMENTED       USGS
 NW0660
 NW0660                          STATION DESCRIPTION
 NW0660
 NW0660'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 NW0660'FROM THE U.S. HIGHWAY 95 BRIDGE OVER THE OWYHEE RIVER AT ROME,
 NW0660'OREGON, PROCEED 7.1 MILES NORTHEAST ALONG U.S. HIGHWAY 95 TO A GROVE
 NW0660'OF TREES AND BUILDINGS, 200 FEET SOUTHEAST OF MILE POST 46, 51 FEET
 NW0660'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 41 FEET NORTHWEST OF THE
 NW0660'CENTERLINE OF A FARM DRIVEWAY, 7 FEET WEST OF A POWER POLE, 1 FOOT
 NW0660'NORTH OF A FENCE, BENCH MARK IS ENCASED IN A 6 INCH BLACK FIBER PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0710 ***********************************************************************
 NW0710  DESIGNATION -  91 RTV
 NW0710  PID         -  NW0710
 NW0710  STATE/COUNTY-  OR/MALHEUR
 NW0710  USGS QUAD   -  BOWDEN WATERHOLE (1982)
 NW0710
 NW0710                         *CURRENT SURVEY CONTROL
 NW0710  ___________________________________________________________________
 NW0710* NAD 83(1986)-  42 10 21.     (N)    117 45 35.     (W)     SCALED    
 NW0710* NAVD 88     -      1406.081  (meters)    4613.12   (feet)  ADJUSTED  
 NW0710  ___________________________________________________________________
 NW0710  GEOID HEIGHT-         -18.47  (meters)                     GEOID03
 NW0710  DYNAMIC HT  -        1405.159 (meters)    4610.09  (feet)  COMP
 NW0710  MODELED GRAV-     979,917.1   (mgal)                       NAVD 88
 NW0710
 NW0710  VERT ORDER  -  SECOND    CLASS 0
 NW0710
 NW0710.The horizontal coordinates were scaled from a topographic map and have
 NW0710.an estimated accuracy of +/- 6 seconds.
 NW0710
 NW0710.The orthometric height was determined by differential leveling
 NW0710.and adjusted in August 1995.
 NW0710
 NW0710.The geoid height was determined by GEOID03.
 NW0710
 NW0710.The dynamic height is computed by dividing the NAVD 88
 NW0710.geopotential number by the normal gravity value computed on the
 NW0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0710.degrees latitude (g = 980.6199 gals.).
 NW0710
 NW0710.The modeled gravity was interpolated from observed gravity values.
 NW0710
 NW0710;                    North         East    Units  Estimated Accuracy
 NW0710;SPC OR S     -    59,900.    1,726,390.      MT  (+/- 180 meters Scaled)
 NW0710
 NW0710                          SUPERSEDED SURVEY CONTROL
 NW0710
 NW0710.No superseded survey control is available for this station.
 NW0710
 NW0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG372692(NAD 83)
 NW0710_MARKER: DB = BENCH MARK DISK
 NW0710_SETTING: 66 = SET IN ROCK OUTCROP
 NW0710_SP_SET: BEDROCK
 NW0710_STAMPING: 91 RTV 1979
 NW0710_MARK LOGO: USGS  
 NW0710_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0710_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0710+STABILITY: POSITION/ELEVATION WELL
 NW0710
 NW0710  HISTORY     - Date     Condition        Report By
 NW0710  HISTORY     - 1979     MONUMENTED       USGS
 NW0710
 NW0710                          STATION DESCRIPTION
 NW0710
 NW0710'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 NW0710'FROM THE MCDERMITT, NEVADA POST OFFICE, PROCEED 12.3 MILES NORTH
 NW0710'ALONG U S HIGHWAY 95 TO A FENCE INTERSECTION, 105 FEET EAST OF THE
 NW0710'CENTERLINE OF THE HIGHWAY, 84 FEET NORTH OF THE FENCE INTERSECTION, 4
 NW0710'FEET WEST OF THE FENCE, SET ON 4 FEET OF COPPER-COATED ROD CEMENTED
 NW0710'IN BEDROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0450 ***********************************************************************
 RB0450  DESIGNATION -  910
 RB0450  PID         -  RB0450
 RB0450  STATE/COUNTY-  OR/UMATILLA
 RB0450  USGS QUAD   -  BARNHART (1978)
 RB0450
 RB0450                         *CURRENT SURVEY CONTROL
 RB0450  ___________________________________________________________________
 RB0450* NAD 83(1986)-  45 39 14.     (N)    118 55 25.     (W)     SCALED    
 RB0450* NAVD 88     -       278.470  (meters)     913.61   (feet)  ADJUSTED  
 RB0450  ___________________________________________________________________
 RB0450  GEOID HEIGHT-         -20.97  (meters)                     GEOID03
 RB0450  DYNAMIC HT  -         278.447 (meters)     913.54  (feet)  COMP
 RB0450  MODELED GRAV-     980,526.6   (mgal)                       NAVD 88
 RB0450
 RB0450  VERT ORDER  -  SECOND    CLASS 0
 RB0450
 RB0450.The horizontal coordinates were scaled from a topographic map and have
 RB0450.an estimated accuracy of +/- 6 seconds.
 RB0450
 RB0450.The orthometric height was determined by differential leveling
 RB0450.and adjusted in June 1991.
 RB0450
 RB0450.The geoid height was determined by GEOID03.
 RB0450
 RB0450.The dynamic height is computed by dividing the NAVD 88
 RB0450.geopotential number by the normal gravity value computed on the
 RB0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0450.degrees latitude (g = 980.6199 gals.).
 RB0450
 RB0450.The modeled gravity was interpolated from observed gravity values.
 RB0450
 RB0450;                    North         East    Units  Estimated Accuracy
 RB0450;SPC OR N     -   222,030.    2,622,860.      MT  (+/- 180 meters Scaled)
 RB0450
 RB0450                          SUPERSEDED SURVEY CONTROL
 RB0450
 RB0450  NGVD 29 (??/??/92)  277.465  (m)          910.32   (f) ADJ UNCH    2 0
 RB0450
 RB0450.Superseded values are not recommended for survey control.
 RB0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0450.See file dsdata.txt to determine how the superseded data were derived.
 RB0450
 RB0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL501573(NAD 83)
 RB0450_MARKER: P = PIPE CAP
 RB0450_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RB0450_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RB0450_STAMPING: 910.434 A 1899
 RB0450_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RB0450
 RB0450  HISTORY     - Date     Condition        Report By
 RB0450  HISTORY     - 1899     MONUMENTED       USGS
 RB0450  HISTORY     - 1936     GOOD             NGS
 RB0450
 RB0450                          STATION DESCRIPTION
 RB0450
 RB0450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 RB0450'0.2 MI NE FROM BARNHART.
 RB0450'0.2 MILE NORTHEAST OF THE UNION PACIFIC RAILROAD STATION AT BARNHART,
 RB0450'UMATILLA COUNTY, ABOUT 800 FEET NORTH OF THE TRACK, ON THE 1934
 RB0450'LOCATION OF THE OREGON TRAIL (U.S. 30) AT MILEAGE 223.5, ABOUT 150
 RB0450'FEET EAST OF THE CENTERLINE OF A ROAD LEADING SOUTH OF THE STATION,
 RB0450'135 FEET EAST OF A GATE IN THE HIGHWAY FENCE, 28.4 FEET SOUTH OF THE
 RB0450'CENTERLINE OF THE HIGHWAY, AND 2.2 FEET NORTH OF THE RIGHT-OF-WAY
 RB0450'FENCE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 RB0450'910.434 A 1899 AND RIVETED ON THE TOP OF A 3-1/2 INCH IRON PIPE SET IN
 RB0450'CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0153 ***********************************************************************
 RD0153  DESIGNATION -  911
 RD0153  PID         -  RD0153
 RD0153  STATE/COUNTY-  OR/CLACKAMAS
 RD0153  USGS QUAD   -  BEDFORD POINT (1997)
 RD0153
 RD0153                         *CURRENT SURVEY CONTROL
 RD0153  ___________________________________________________________________
 RD0153* NAD 83(1986)-  45 09 31.     (N)    122 09 06.     (W)     SCALED    
 RD0153* NAVD 88     -       279.176  (meters)     915.93   (feet)  ADJUSTED  
 RD0153  ___________________________________________________________________
 RD0153  GEOID HEIGHT-         -21.93  (meters)                     GEOID03
 RD0153  DYNAMIC HT  -         279.116 (meters)     915.73  (feet)  COMP
 RD0153  MODELED GRAV-     980,395.8   (mgal)                       NAVD 88
 RD0153
 RD0153  VERT ORDER  -  SECOND    CLASS 0
 RD0153
 RD0153.The horizontal coordinates were scaled from a topographic map and have
 RD0153.an estimated accuracy of +/- 6 seconds.
 RD0153
 RD0153.The orthometric height was determined by differential leveling
 RD0153.and adjusted in June 1991.
 RD0153
 RD0153.The geoid height was determined by GEOID03.
 RD0153
 RD0153.The dynamic height is computed by dividing the NAVD 88
 RD0153.geopotential number by the normal gravity value computed on the
 RD0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0153.degrees latitude (g = 980.6199 gals.).
 RD0153
 RD0153.The modeled gravity was interpolated from observed gravity values.
 RD0153
 RD0153;                    North         East    Units  Estimated Accuracy
 RD0153;SPC OR N     -   167,110.    2,370,150.      MT  (+/- 180 meters Scaled)
 RD0153
 RD0153                          SUPERSEDED SURVEY CONTROL
 RD0153
 RD0153  NGVD 29 (??/??/92)  278.092  (m)          912.37   (f) ADJ UNCH    2 0
 RD0153
 RD0153.Superseded values are not recommended for survey control.
 RD0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0153.See file dsdata.txt to determine how the superseded data were derived.
 RD0153
 RD0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER666009(NAD 83)
 RD0153_MARKER: DD = SURVEY DISK
 RD0153_SETTING: 80 = SET IN A BOULDER
 RD0153_SP_SET: BOULDER
 RD0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0153+STABILITY: SURFACE MOTION
 RD0153
 RD0153  HISTORY     - Date     Condition        Report By
 RD0153  HISTORY     - UNK      MONUMENTED       USGS
 RD0153  HISTORY     - 1946     GOOD             NGS
 RD0153  HISTORY     - 1972     GOOD             NGS
 RD0153  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 RD0153
 RD0153                          STATION DESCRIPTION
 RD0153
 RD0153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RD0153'10.9 MI NW FROM OAK GROVE RANGER STA.
 RD0153'ABOUT 10.9 MILES NORTHWEST ALONG THE CLACKAMAS RIVER ROAD FROM THE OAK
 RD0153'GROVE RANGER STATION, ABOUT 0.1 MILE SOUTHEAST OF THE MAIN ENTRANCE TO
 RD0153'THE FISH CREEK CAMP GROUNDS, ON THE NORTH BANK OF THE CLACKAMAS RIVER,
 RD0153'AT A SHARP CURVE IN THE ROAD, 60 YARDS SOUTHWEST OF THE CENTER LINE OF
 RD0153'THE ROAD, 16 FEET SOUTHWEST OF A ROCK BUILT OUTDOOR FIREPLACE, 6 FEET
 RD0153'WEST OF A 16-INCH FIR TREE, SET IN TOP OF A BOULDER WHICH PROJECTS
 RD0153'ABOUT 2 FEET ABOVE THE GROUND LEVEL.
 RD0153
 RD0153                          STATION RECOVERY (1972)
 RD0153
 RD0153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 RD0153'RECOVERED IN GOOD CONDITION.
 RD0153
 RD0153                          STATION RECOVERY (1989)
 RD0153
 RD0153'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RD0153'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0447 ***********************************************************************
 NZ0447  DESIGNATION -  911 G
 NZ0447  PID         -  NZ0447
 NZ0447  STATE/COUNTY-  OR/DOUGLAS
 NZ0447  USGS QUAD   -  MILO (1986)
 NZ0447
 NZ0447                         *CURRENT SURVEY CONTROL
 NZ0447  ___________________________________________________________________
 NZ0447* NAD 83(1986)-  42 56 17.     (N)    123 04 50.     (W)     SCALED    
 NZ0447* NAVD 88     -       272.983  (meters)     895.61   (feet)  ADJUSTED  
 NZ0447  ___________________________________________________________________
 NZ0447  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 NZ0447  DYNAMIC HT  -         272.898 (meters)     895.33  (feet)  COMP
 NZ0447  MODELED GRAV-     980,303.6   (mgal)                       NAVD 88
 NZ0447
 NZ0447  VERT ORDER  -  SECOND    CLASS 0
 NZ0447
 NZ0447.The horizontal coordinates were scaled from a topographic map and have
 NZ0447.an estimated accuracy of +/- 6 seconds.
 NZ0447
 NZ0447.The orthometric height was determined by differential leveling
 NZ0447.and adjusted in June 1991.
 NZ0447
 NZ0447.The geoid height was determined by GEOID03.
 NZ0447
 NZ0447.The dynamic height is computed by dividing the NAVD 88
 NZ0447.geopotential number by the normal gravity value computed on the
 NZ0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0447.degrees latitude (g = 980.6199 gals.).
 NZ0447
 NZ0447.The modeled gravity was interpolated from observed gravity values.
 NZ0447
 NZ0447;                    North         East    Units  Estimated Accuracy
 NZ0447;SPC OR S     -   144,470.    1,289,420.      MT  (+/- 180 meters Scaled)
 NZ0447
 NZ0447                          SUPERSEDED SURVEY CONTROL
 NZ0447
 NZ0447  NGVD 29 (??/??/92)  271.948  (m)          892.22   (f) ADJ UNCH    2 0
 NZ0447
 NZ0447.Superseded values are not recommended for survey control.
 NZ0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0447.See file dsdata.txt to determine how the superseded data were derived.
 NZ0447
 NZ0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN934539(NAD 83)
 NZ0447_MARKER: P = PIPE CAP
 NZ0447_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NZ0447_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NZ0447_STAMPING: 911 G
 NZ0447_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0447
 NZ0447  HISTORY     - Date     Condition        Report By
 NZ0447  HISTORY     - UNK      MONUMENTED       USGS
 NZ0447  HISTORY     - 1969     GOOD             NGS
 NZ0447
 NZ0447                          STATION DESCRIPTION
 NZ0447
 NZ0447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 NZ0447'1.7 MI W FROM MILO.
 NZ0447'1.7 MILES WEST ALONG STATE HIGHWAY 227 FROM THE MILO POST OFFICE, 52
 NZ0447'FEET NORTHWEST OF A FENCE CORNER, 31 FEET SOUTH OF THE CENTER LINE OF
 NZ0447'THE HIGHWAY, 23 FEET SOUTHEAST OF THE SOUTHEAST END OF A CULVERT, 8
 NZ0447'FEET NORTH OF THE CENTER OF A DRIVEWAY, 6 FEET EAST OF A TELEPHONE
 NZ0447'POLE THAT HAS A BRACE CABLE OVER THE HIGHWAY, 1 FOOT WEST OF A METAL
 NZ0447'WITNESS POST AND 4 FEET HIGHER THAN THE HIGHWAY.  A U.S.G.S. BRONZE
 NZ0447'CAP BRAZED TO A 3 1/2-INCH IRON PIPE THAT PROJECTS 2 FEET AND IS
 NZ0447'ENCASED IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0491 ***********************************************************************
 NZ0491  DESIGNATION -  914
 NZ0491  PID         -  NZ0491
 NZ0491  STATE/COUNTY-  OR/JOSEPHINE
 NZ0491  USGS QUAD   -  WILDERVILLE (1996)
 NZ0491
 NZ0491                         *CURRENT SURVEY CONTROL
 NZ0491  ___________________________________________________________________
 NZ0491* NAD 83(1986)-  42 25 19.     (N)    123 24 07.     (W)     SCALED    
 NZ0491* NAVD 88     -       280.113  (meters)     919.00   (feet)  ADJUSTED  
 NZ0491  ___________________________________________________________________
 NZ0491  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 NZ0491  DYNAMIC HT  -         280.016 (meters)     918.69  (feet)  COMP
 NZ0491  MODELED GRAV-     980,268.3   (mgal)                       NAVD 88
 NZ0491
 NZ0491  VERT ORDER  -  FIRST     CLASS II
 NZ0491
 NZ0491.The horizontal coordinates were scaled from a topographic map and have
 NZ0491.an estimated accuracy of +/- 6 seconds.
 NZ0491
 NZ0491.The orthometric height was determined by differential leveling
 NZ0491.and adjusted in June 1991.
 NZ0491
 NZ0491.The geoid height was determined by GEOID03.
 NZ0491
 NZ0491.The dynamic height is computed by dividing the NAVD 88
 NZ0491.geopotential number by the normal gravity value computed on the
 NZ0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0491.degrees latitude (g = 980.6199 gals.).
 NZ0491
 NZ0491.The modeled gravity was interpolated from observed gravity values.
 NZ0491
 NZ0491;                    North         East    Units  Estimated Accuracy
 NZ0491;SPC OR S     -    88,040.    1,261,220.      MT  (+/- 180 meters Scaled)
 NZ0491
 NZ0491                          SUPERSEDED SURVEY CONTROL
 NZ0491
 NZ0491  NGVD 29 (??/??/92)  279.126  (m)          915.77   (f) ADJ UNCH    1 2
 NZ0491
 NZ0491.Superseded values are not recommended for survey control.
 NZ0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0491.See file dsdata.txt to determine how the superseded data were derived.
 NZ0491
 NZ0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM669967(NAD 83)
 NZ0491_MARKER: DD = SURVEY DISK
 NZ0491_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NZ0491_SP_SET: TILE
 NZ0491_STAMPING: 915.044 B 1904
 NZ0491_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0491
 NZ0491  HISTORY     - Date     Condition        Report By
 NZ0491  HISTORY     - 1904     MONUMENTED       USGS
 NZ0491  HISTORY     - 1975     GOOD             NGS
 NZ0491
 NZ0491                          STATION DESCRIPTION
 NZ0491
 NZ0491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 NZ0491'5 MI SW FROM GRANTS PASS.
 NZ0491'REACHED FROM THE GRANTS PASS POST OFFICE BY GOING SOUTH ON U.S.
 NZ0491'HIGHWAY 99 FOR 0.9 MILE TO THE JUNCTION WITH U.S. HIGHWAY 199, TURN
 NZ0491'RIGHT, AND GO SOUTHWEST ON U.S. HIGHWAY 199 FOR 0.9 MILE TO THE
 NZ0491'JUNCTION WITH REDWOOD AVENUE AT A FORK, TAKE THE RIGHT FORK, AND GO
 NZ0491'WEST ON REDWOOD AVENUE FOR 2.3 MILES TO THE CONCRETE BRIDGE OVER SAND
 NZ0491'CREEK, CONTINUE WEST ON REDWOOD AVENUE FOR 0.75 MILE TO THE BENCH MARK
 NZ0491'ON THE RIGHT, 0.1 MILE EAST OF MILEPOST NO. 3, 0.05 MILE WEST OF THE
 NZ0491'JUNCTION OF PHILLIPS LANE, AND REDWOOD AVENUE, 240 FEET WEST OF A
 NZ0491'CULVERT UNDER REDWOOD AVENUE, 90 FEET WEST OF A T FENCE CORNER, 38
 NZ0491'FEET WEST OF POWER POLE NO. 3830, 28 FEET NORTH OF THE CENTER OF
 NZ0491'REDWOOD AVENUE, 4 FEET SOUTH OF THE RIGHT-OF-WAY FENCE LINE, AND 1
 NZ0491'FOOT SOUTH OF A METAL WITNESS POST, A USGS CAP ON A PIPE SET IN A
 NZ0491'CONCRETE TILE THAT PROJECTS 2-FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0644 ***********************************************************************
 RC0644  DESIGNATION -  92
 RC0644  PID         -  RC0644
 RC0644  STATE/COUNTY-  OR/WASCO
 RC0644  USGS QUAD   -  WISHRAM (1994)
 RC0644
 RC0644                         *CURRENT SURVEY CONTROL
 RC0644  ___________________________________________________________________
 RC0644* NAD 83(1986)-  45 38 43.     (N)    120 58 10.     (W)     SCALED    
 RC0644* NAVD 88     -        48.559  (meters)     159.31   (feet)  ADJUSTED  
 RC0644  ___________________________________________________________________
 RC0644  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 RC0644  DYNAMIC HT  -          48.558 (meters)     159.31  (feet)  COMP
 RC0644  MODELED GRAV-     980,601.4   (mgal)                       NAVD 88
 RC0644
 RC0644  VERT ORDER  -  FIRST     CLASS II
 RC0644
 RC0644.The horizontal coordinates were scaled from a topographic map and have
 RC0644.an estimated accuracy of +/- 6 seconds.
 RC0644
 RC0644.The orthometric height was determined by differential leveling
 RC0644.and adjusted in June 1991.
 RC0644
 RC0644.The geoid height was determined by GEOID03.
 RC0644
 RC0644.The dynamic height is computed by dividing the NAVD 88
 RC0644.geopotential number by the normal gravity value computed on the
 RC0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0644.degrees latitude (g = 980.6199 gals.).
 RC0644
 RC0644.The modeled gravity was interpolated from observed gravity values.
 RC0644
 RC0644;                    North         East    Units  Estimated Accuracy
 RC0644;SPC OR N     -   219,980.    2,463,410.      MT  (+/- 180 meters Scaled)
 RC0644
 RC0644                          SUPERSEDED SURVEY CONTROL
 RC0644
 RC0644  NGVD 29 (??/??/92)   47.559  (m)          156.03   (f) ADJ UNCH    1 2
 RC0644
 RC0644.Superseded values are not recommended for survey control.
 RC0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0644.See file dsdata.txt to determine how the superseded data were derived.
 RC0644
 RC0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR582566(NAD 83)
 RC0644_MARKER: DB = BENCH MARK DISK
 RC0644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC0644_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC0644_STAMPING: 92
 RC0644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0644+STABILITY: SURFACE MOTION
 RC0644
 RC0644  HISTORY     - Date     Condition        Report By
 RC0644  HISTORY     - UNK      MONUMENTED       CGS
 RC0644  HISTORY     - 1935     GOOD             NGS
 RC0644  HISTORY     - 1957     MARK NOT FOUND   NGS
 RC0644
 RC0644                          STATION DESCRIPTION
 RC0644
 RC0644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 RC0644'IN CELILO.
 RC0644'AT CELILO, WASCO COUNTY, OPPOSITE COLUMBIA RIVER HIGHWAY MILEAGE
 RC0644'103.3, 274 FEET SOUTH OF THE UNION PACIFIC RAILROAD STATION, AT
 RC0644'MILEAGE 96.4, 48 1/2 FEET WEST OF THE WEST BOUND TRACK CENTERLINE, AT
 RC0644'A CORNER IN THE RIGHT OF WAY FENCE, 52 FEET EAST OF THE EDGE OF THE
 RC0644'CANAL, AT AN ANGLE IN THE EAST WALL, IN THE TOP OF A CONCRETE POST
 RC0644'PROJECTING 4 INCHES ABOVE THE GROUND.  A UNITED STATES ENGINEER DISK
 RC0644'STAMPED 92.
 RC0644
 RC0644                          STATION RECOVERY (1957)
 RC0644
 RC0644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 RC0644'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0344 ***********************************************************************
 NW0344  DESIGNATION -  92 FMK
 NW0344  PID         -  NW0344
 NW0344  STATE/COUNTY-  OR/MALHEUR
 NW0344  USGS QUAD   -  SCOTT RESERVOIR (1972)
 NW0344
 NW0344                         *CURRENT SURVEY CONTROL
 NW0344  ___________________________________________________________________
 NW0344* NAD 83(1991)-  42 52 25.81667(N)    117 30 50.62284(W)     ADJUSTED  
 NW0344* NAVD 88     -      1190.309  (meters)    3905.21   (feet)  ADJUSTED  
 NW0344  ___________________________________________________________________
 NW0344  LAPLACE CORR-           5.40  (seconds)                    DEFLEC99
 NW0344  GEOID HEIGHT-         -17.85  (meters)                     GEOID03
 NW0344  DYNAMIC HT  -        1189.700 (meters)    3903.21  (feet)  COMP
 NW0344  MODELED GRAV-     980,067.6   (mgal)                       NAVD 88
 NW0344
 NW0344  HORZ ORDER  -  SECOND
 NW0344  VERT ORDER  -  SECOND    CLASS 0
 NW0344
 NW0344.The horizontal coordinates were established by classical geodetic methods
 NW0344.and adjusted by the National Geodetic Survey in October 1991.
 NW0344
 NW0344.The orthometric height was determined by differential leveling
 NW0344.and adjusted in August 1995.
 NW0344
 NW0344.The Laplace correction was computed from DEFLEC99 derived deflections.
 NW0344
 NW0344.The geoid height was determined by GEOID03.
 NW0344
 NW0344.The dynamic height is computed by dividing the NAVD 88
 NW0344.geopotential number by the normal gravity value computed on the
 NW0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0344.degrees latitude (g = 980.6199 gals.).
 NW0344
 NW0344.The modeled gravity was interpolated from observed gravity values.
 NW0344
 NW0344;                    North         East     Units Scale Factor Converg.
 NW0344;SPC OR S     -   138,443.924 1,743,899.650   MT  0.99990777   +2 02 34.2
 NW0344;SPC OR S     -   454,212.35  5,721,455.54   iFT  0.99990777   +2 02 34.2
 NW0344;UTM  11      - 4,746,933.024   458,013.995   MT  0.99962169   -0 20 59.2
 NW0344
 NW0344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NW0344!SPC OR S     -   0.99981616  x   0.99990777  =   0.99972395
 NW0344!UTM  11      -   0.99981616  x   0.99962169  =   0.99943792
 NW0344
 NW0344|---------------------------------------------------------------------|
 NW0344| PID    Reference Object                     Distance      Geod. Az  |
 NW0344|                                                           dddmmss.s |
 NW0344| CD6926 92 FMK RM 2                          12.576 METERS 06548     |
 NW0344| NW0318 BAT ET                              APPROX. 4.6 KM 0814445.3 |
 NW0344| CD6925 92 FMK RM 1                          10.147 METERS 24644     |
 NW0344|---------------------------------------------------------------------|
 NW0344
 NW0344                          SUPERSEDED SURVEY CONTROL
 NW0344
 NW0344  NAD 83(1986)-  42 52 25.81965(N)    117 30 50.62096(W) AD(       ) 2
 NW0344  NAD 27      -  42 52 26.26002(N)    117 30 47.07131(W) AD(       ) 2
 NW0344  NGVD 29 (07/19/86) 1189.27   (m)         3901.8    (f) LEVELING    3  
 NW0344
 NW0344.Superseded values are not recommended for survey control.
 NW0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0344.See file dsdata.txt to determine how the superseded data were derived.
 NW0344
 NW0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH5801446933(NAD 83)
 NW0344_MARKER: DB = BENCH MARK DISK
 NW0344_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0344_SP_SET: COPPER-CLAD STEEL ROD
 NW0344_STAMPING: 92 FMK 1968 3902
 NW0344_MARK LOGO: USGS  
 NW0344_PROJECTION: FLUSH
 NW0344_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0344_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0344+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1968
 NW0344_ROD/PIPE-DEPTH: 4.57 meters
 NW0344
 NW0344  HISTORY     - Date     Condition        Report By
 NW0344  HISTORY     - 1968     MONUMENTED       USGS
 NW0344  HISTORY     - 19680624 GOOD             USGS
 NW0344  HISTORY     - 1969     GOOD             USGS
 NW0344  HISTORY     - 1972     GOOD             USGS
 NW0344
 NW0344                          STATION DESCRIPTION
 NW0344
 NW0344'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 NW0344'FROM THE U.S. HIGHWAY 95 BRIDGE OVER THE OWYHEE RIVER AT ROME,
 NW0344'OREGON, PROCEED 6.5 MILES NORTHEAST ALONG U.S. HIGHWAY 95, 0.4 MILES
 NW0344'EAST OF MILE POST 47, 0.2 MILES EAST OF A ROAD TO AROCK, 74 FEET
 NW0344'NORTH AND 10 FEET HIGHER THAN THE CENTERLINE OF THE HIGHWAY, 9 FEET
 NW0344'WEST OF A POWER POLE, BENCH MARK IS ENCASED IN A 6 INCH BLACK FIBER
 NW0344'PIPE.
 NW0344
 NW0344                          STATION RECOVERY (1969)
 NW0344
 NW0344'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 NW0344'LOCATED ABOUT 24 MI SW. OF JORDAN VALLEY, ABOUT 3 MI SE. OF
 NW0344'AROCK.
 NW0344'
 NW0344'TO REACH FROM ROME, GO 6.5 MI NE. ALONG HWY. 95 FROM BRIDGE OVER
 NW0344'OWYHEE RIVER.  STATION MARK IS 0.4 MI E. OF MILEPOST 47, 0.2 MI
 NW0344'E. OF RD. N. TO AROCK.  74 FT N. AND 10 FT HIGHER THAN HWY., 1 FT
 NW0344'S. OF FENCE LINE.
 NW0344'
 NW0344'STATION MARK--STANDARD BM TABLET STAMPED---92 FMK 1968 3902---, SET
 NW0344'ON 15-FT COPPER-COATED STEEL ROD ENCASED IN 6-INCH BLACK FIBER
 NW0344'PIPE.
 NW0344'
 NW0344'RM 1--STANDARD RM TABLET STAMPED---NO 1 1969---, CEMENTED IN
 NW0344'BOULDER, ABOUT 0.1 FT ABOVE STATION MARK.
 NW0344'
 NW0344'RM 2--STANDARD RM TABLET STAMPED---NO 2 1969---, CEMENTED IN
 NW0344'BOULDER, ABOUT 0.5 FT LOWER THAN STATION MARK.
 NW0344'
 NW0344'HEIGHT OF INSTRUMENT ABOVE STATION MARK--5.3 FT
 NW0344
 NW0344                          STATION RECOVERY (1972)
 NW0344
 NW0344'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 NW0344'RECOVERED AS DESCRIBED BY USGS IN 1969.
 NW0344'
 NW0344'INSTRUMENT STAND 4.75 FT ABOVE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0647 ***********************************************************************
 RC0647  DESIGNATION -  93
 RC0647  PID         -  RC0647
 RC0647  STATE/COUNTY-  OR/WASCO
 RC0647  USGS QUAD   -  WISHRAM (1994)
 RC0647
 RC0647                         *CURRENT SURVEY CONTROL
 RC0647  ___________________________________________________________________
 RC0647* NAD 83(1986)-  45 38 46.     (N)    120 57 59.     (W)     SCALED    
 RC0647* NAVD 88     -        50.361  (meters)     165.23   (feet)  POSTED    
 RC0647  ___________________________________________________________________
 RC0647  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 RC0647  DYNAMIC HT  -          50.360 (meters)     165.22  (feet)  COMP
 RC0647  MODELED GRAV-     980,601.9   (mgal)                       NAVD 88
 RC0647
 RC0647  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 RC0647
 RC0647.The horizontal coordinates were scaled from a topographic map and have
 RC0647.an estimated accuracy of +/- 6 seconds.
 RC0647
 RC0647.The orthometric height was determined by differential leveling
 RC0647.and adjusted by the  in 1992.
 RC0647.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 RC0647.was located on a no-check spur therefore a value was not computed.
 RC0647.No vertical observational check was made to the station.
 RC0647
 RC0647.The geoid height was determined by GEOID03.
 RC0647
 RC0647.The dynamic height is computed by dividing the NAVD 88
 RC0647.geopotential number by the normal gravity value computed on the
 RC0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0647.degrees latitude (g = 980.6199 gals.).
 RC0647
 RC0647.The modeled gravity was interpolated from observed gravity values.
 RC0647
 RC0647;                    North         East    Units  Estimated Accuracy
 RC0647;SPC OR N     -   220,070.    2,463,650.      MT  (+/- 180 meters Scaled)
 RC0647
 RC0647                          SUPERSEDED SURVEY CONTROL
 RC0647
 RC0647  NGVD 29 (??/??/92)   49.362  (m)          161.95   (f) ADJ UNCH    1 2
 RC0647
 RC0647.Superseded values are not recommended for survey control.
 RC0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0647.See file dsdata.txt to determine how the superseded data were derived.
 RC0647
 RC0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR584567(NAD 83)
 RC0647_MARKER: DD = SURVEY DISK
 RC0647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC0647_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC0647_STAMPING: U.S.E. B.M. NO. 93.
 RC0647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0647+STABILITY: SURFACE MOTION
 RC0647
 RC0647  HISTORY     - Date     Condition        Report By
 RC0647  HISTORY     - UNK      MONUMENTED       DOD
 RC0647  HISTORY     - 1933     GOOD             NGS
 RC0647  HISTORY     - 1956     MARK NOT FOUND   DOD
 RC0647
 RC0647                          STATION DESCRIPTION
 RC0647
 RC0647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 RC0647'IN CELILO.
 RC0647'AT CELILO CANAL GATES.  75 FEET SOUTHWEST OF OREGON WASHINGTON AND
 RC0647'NAVIGATION RAILROAD STATION, 70 FEET WEST OF NEAREST RAIL, 45 FEET
 RC0647'WEST OF EAST FENCE LINE.
 RC0647
 RC0647                          STATION RECOVERY (1956)
 RC0647
 RC0647'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1956
 RC0647'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0661 ***********************************************************************
 NW0661  DESIGNATION -  93 FMK
 NW0661  PID         -  NW0661
 NW0661  STATE/COUNTY-  OR/MALHEUR
 NW0661  USGS QUAD   -  SCOTT RESERVOIR (1972)
 NW0661
 NW0661                         *CURRENT SURVEY CONTROL
 NW0661  ___________________________________________________________________
 NW0661* NAD 83(1986)-  42 52 03.     (N)    117 32 01.     (W)     SCALED    
 NW0661* NAVD 88     -      1174.820  (meters)    3854.39   (feet)  ADJUSTED  
 NW0661  ___________________________________________________________________
 NW0661  GEOID HEIGHT-         -17.90  (meters)                     GEOID03
 NW0661  DYNAMIC HT  -        1174.214 (meters)    3852.40  (feet)  COMP
 NW0661  MODELED GRAV-     980,064.3   (mgal)                       NAVD 88
 NW0661
 NW0661  VERT ORDER  -  SECOND    CLASS 0
 NW0661
 NW0661.The horizontal coordinates were scaled from a topographic map and have
 NW0661.an estimated accuracy of +/- 6 seconds.
 NW0661
 NW0661.The orthometric height was determined by differential leveling
 NW0661.and adjusted in August 1995.
 NW0661
 NW0661.The geoid height was determined by GEOID03.
 NW0661
 NW0661.The dynamic height is computed by dividing the NAVD 88
 NW0661.geopotential number by the normal gravity value computed on the
 NW0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0661.degrees latitude (g = 980.6199 gals.).
 NW0661
 NW0661.The modeled gravity was interpolated from observed gravity values.
 NW0661
 NW0661;                    North         East    Units  Estimated Accuracy
 NW0661;SPC OR S     -   137,680.    1,742,330.      MT  (+/- 180 meters Scaled)
 NW0661
 NW0661                          SUPERSEDED SURVEY CONTROL
 NW0661
 NW0661.No superseded survey control is available for this station.
 NW0661
 NW0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH564462(NAD 83)
 NW0661_MARKER: DB = BENCH MARK DISK
 NW0661_SETTING: 66 = SET IN ROCK OUTCROP
 NW0661_SP_SET: ROCK OUTCROP
 NW0661_STAMPING: 93 FMK 1968 3851
 NW0661_MARK LOGO: USGS  
 NW0661_MAGNETIC: N = NO MAGNETIC MATERIAL
 NW0661_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0661+STABILITY: POSITION/ELEVATION WELL
 NW0661_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0661+SATELLITE: SATELLITE OBSERVATIONS - 1968
 NW0661
 NW0661  HISTORY     - Date     Condition        Report By
 NW0661  HISTORY     - 1968     MONUMENTED       USGS
 NW0661
 NW0661                          STATION DESCRIPTION
 NW0661
 NW0661'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 NW0661'FROM THE U.S. HIGHWAY 95 BRIDGE OVER THE OWYHEE RIVER AT ROME,
 NW0661'OREGON, PROCEED 5.4 MILES NORTHEAST ALONG U.S. HIGHWAY 95, 0.3 MILES
 NW0661'EAST OF MILE POST 48, 55 FEET SOUTHWEST OF A T-FENCE CORNER, 49 FEET
 NW0661'NORTH OF THE CENTERLINE OF THE HIGHWAY, 26 FEET SOUTH OF A FENCE,
 NW0661'BENCH MARK IS SET IN A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0231 ***********************************************************************
 PC0231  DESIGNATION -  934
 PC0231  PID         -  PC0231
 PC0231  STATE/COUNTY-  OR/LANE
 PC0231  USGS QUAD   -  WESTFIR WEST (1997)
 PC0231
 PC0231                         *CURRENT SURVEY CONTROL
 PC0231  ___________________________________________________________________
 PC0231* NAD 83(1986)-  43 48 44.     (N)    122 34 35.     (W)     SCALED    
 PC0231* NAVD 88     -       285.399  (meters)     936.35   (feet)  ADJUSTED  
 PC0231  ___________________________________________________________________
 PC0231  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 PC0231  DYNAMIC HT  -         285.327 (meters)     936.11  (feet)  COMP
 PC0231  MODELED GRAV-     980,359.4   (mgal)                       NAVD 88
 PC0231
 PC0231  VERT ORDER  -  SECOND    CLASS 0
 PC0231
 PC0231.The horizontal coordinates were scaled from a topographic map and have
 PC0231.an estimated accuracy of +/- 6 seconds.
 PC0231
 PC0231.The orthometric height was determined by differential leveling
 PC0231.and adjusted in June 1991.
 PC0231
 PC0231.The geoid height was determined by GEOID03.
 PC0231
 PC0231.The dynamic height is computed by dividing the NAVD 88
 PC0231.geopotential number by the normal gravity value computed on the
 PC0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0231.degrees latitude (g = 980.6199 gals.).
 PC0231
 PC0231.The modeled gravity was interpolated from observed gravity values.
 PC0231
 PC0231;                    North         East    Units  Estimated Accuracy
 PC0231;SPC OR S     -   240,410.    1,332,960.      MT  (+/- 180 meters Scaled)
 PC0231
 PC0231                          SUPERSEDED SURVEY CONTROL
 PC0231
 PC0231  NGVD 29 (??/??/92)  284.292  (m)          932.71   (f) ADJ UNCH    2 0
 PC0231
 PC0231.Superseded values are not recommended for survey control.
 PC0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0231.See file dsdata.txt to determine how the superseded data were derived.
 PC0231
 PC0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP340511(NAD 83)
 PC0231_MARKER: DD = SURVEY DISK
 PC0231_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PC0231_SP_SET: CULVERT
 PC0231_STAMPING: 934
 PC0231_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PC0231
 PC0231  HISTORY     - Date     Condition        Report By
 PC0231  HISTORY     - UNK      MONUMENTED       USGS
 PC0231  HISTORY     - 1934     GOOD             NGS
 PC0231  HISTORY     - 1981     MARK NOT FOUND   LOCSUR
 PC0231
 PC0231                          STATION DESCRIPTION
 PC0231
 PC0231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PC0231'1.6 MI SE FROM LAWLER.
 PC0231'1.6 MILES SOUTHEAST, FROM STATION BUILDING.  ALONG THE RIGHT OF WAY OF
 PC0231'THE SOUTHERN PACIFIC RAILROAD CO., AT MILEAGE 589.5, 74 RAILS,
 PC0231'APPROXIMATELY 814 YARDS SOUTHEAST OF MILE POST 590, ON EAST END OF
 PC0231'NORTH CONCRETE ABUTMENT OF 6 FOOT CONCRETE ARCH CULVERT NO. 589 B.
 PC0231'NOTE-- MAY BECOME COVERED WITH DIRT.
 PC0231
 PC0231                          STATION RECOVERY (1981)
 PC0231
 PC0231'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 PC0231'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0495 ***********************************************************************
 NZ0495  DESIGNATION -  936
 NZ0495  PID         -  NZ0495
 NZ0495  STATE/COUNTY-  OR/JOSEPHINE
 NZ0495  USGS QUAD   -  WILDERVILLE (1996)
 NZ0495
 NZ0495                         *CURRENT SURVEY CONTROL
 NZ0495  ___________________________________________________________________
 NZ0495* NAD 83(1986)-  42 22 58.     (N)    123 28 17.     (W)     SCALED    
 NZ0495* NAVD 88     -       286.791  (meters)     940.91   (feet)  ADJUSTED  
 NZ0495  ___________________________________________________________________
 NZ0495  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 NZ0495  DYNAMIC HT  -         286.691 (meters)     940.59  (feet)  COMP
 NZ0495  MODELED GRAV-     980,266.4   (mgal)                       NAVD 88
 NZ0495
 NZ0495  VERT ORDER  -  FIRST     CLASS II
 NZ0495
 NZ0495.The horizontal coordinates were scaled from a topographic map and have
 NZ0495.an estimated accuracy of +/- 6 seconds.
 NZ0495
 NZ0495.The orthometric height was determined by differential leveling
 NZ0495.and adjusted in June 1991.
 NZ0495
 NZ0495.The geoid height was determined by GEOID03.
 NZ0495
 NZ0495.The dynamic height is computed by dividing the NAVD 88
 NZ0495.geopotential number by the normal gravity value computed on the
 NZ0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0495.degrees latitude (g = 980.6199 gals.).
 NZ0495
 NZ0495.The modeled gravity was interpolated from observed gravity values.
 NZ0495
 NZ0495;                    North         East    Units  Estimated Accuracy
 NZ0495;SPC OR S     -    83,890.    1,255,350.      MT  (+/- 180 meters Scaled)
 NZ0495
 NZ0495                          SUPERSEDED SURVEY CONTROL
 NZ0495
 NZ0495  NGVD 29 (??/??/92)  285.808  (m)          937.69   (f) ADJ UNCH    1 2
 NZ0495
 NZ0495.Superseded values are not recommended for survey control.
 NZ0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0495.See file dsdata.txt to determine how the superseded data were derived.
 NZ0495
 NZ0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM611923(NAD 83)
 NZ0495_MARKER: P = PIPE CAP
 NZ0495_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NZ0495_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NZ0495_STAMPING: 936.957 B 1904
 NZ0495_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0495_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NZ0495+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2008
 NZ0495
 NZ0495  HISTORY     - Date     Condition        Report By
 NZ0495  HISTORY     - 1904     MONUMENTED       USGS
 NZ0495  HISTORY     - 1961     GOOD             NGS
 NZ0495  HISTORY     - 20080808 GOOD             COLIS
 NZ0495
 NZ0495                          STATION DESCRIPTION
 NZ0495
 NZ0495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 NZ0495'IN WILDERVILLE.
 NZ0495'ABOUT 0.2 MILE WEST OF THE POST OFFICE AT WILDERVILLE, 29 FEET NORTH
 NZ0495'OF THE CENTER LINE OF U.S. HIGHWAY 199, 33 FEET WEST OF THE CENTER
 NZ0495'LINE OF AN OLD DRIVE WAY INTO A HAY FIELD, ACROSS THE HIGHWAY 62 FEET
 NZ0495'NORTH NORTHWEST OF POWER LINE POLE NO. B 5650, ABOUT 3-FEET HIGHER
 NZ0495'THAN THE HIGHWAY, IN THE OLD FENCE LINE, AND ABOUT 1-FOOT EAST OF A
 NZ0495'METAL WITNESS POST.  A STANDARD CAP RIVETED TO THE TOP OF A 3-1/2-INCH
 NZ0495'IRON PIPE IN A CONCRETE-FILLED TILE PROJECTING ABOUT 8-INCHES.
 NZ0495
 NZ0495                          STATION RECOVERY (2008)
 NZ0495
 NZ0495'RECOVERY NOTE BY WILLIAM COLISCH PLS 2008 (BC)
 NZ0495'THIS IS ADJACENT TO THE OLD HIGHWAY, NOT THE CURRENT HWY 199.
 NZ0495'+/-60 FEET EAST OF A 2 INCH PIPE BRACE POST.
 NZ0495'LAT 42-22-57.8 N
 NZ0495'LON 123-28-17.8 W
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0662 ***********************************************************************
 NW0662  DESIGNATION -  94 FMK
 NW0662  PID         -  NW0662
 NW0662  STATE/COUNTY-  OR/MALHEUR
 NW0662  USGS QUAD   -  SCOTT RESERVOIR (1972)
 NW0662
 NW0662                         *CURRENT SURVEY CONTROL
 NW0662  ___________________________________________________________________
 NW0662* NAD 83(1986)-  42 51 34.     (N)    117 33 26.     (W)     SCALED    
 NW0662* NAVD 88     -      1196.459  (meters)    3925.38   (feet)  ADJUSTED  
 NW0662  ___________________________________________________________________
 NW0662  GEOID HEIGHT-         -17.95  (meters)                     GEOID03
 NW0662  DYNAMIC HT  -        1195.840 (meters)    3923.35  (feet)  COMP
 NW0662  MODELED GRAV-     980,061.8   (mgal)                       NAVD 88
 NW0662
 NW0662  VERT ORDER  -  SECOND    CLASS 0
 NW0662
 NW0662.The horizontal coordinates were scaled from a topographic map and have
 NW0662.an estimated accuracy of +/- 6 seconds.
 NW0662
 NW0662.The orthometric height was determined by differential leveling
 NW0662.and adjusted in August 1995.
 NW0662
 NW0662.The geoid height was determined by GEOID03.
 NW0662
 NW0662.The dynamic height is computed by dividing the NAVD 88
 NW0662.geopotential number by the normal gravity value computed on the
 NW0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0662.degrees latitude (g = 980.6199 gals.).
 NW0662
 NW0662.The modeled gravity was interpolated from observed gravity values.
 NW0662
 NW0662;                    North         East    Units  Estimated Accuracy
 NW0662;SPC OR S     -   136,720.    1,740,430.      MT  (+/- 180 meters Scaled)
 NW0662
 NW0662                          SUPERSEDED SURVEY CONTROL
 NW0662
 NW0662.No superseded survey control is available for this station.
 NW0662
 NW0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH544453(NAD 83)
 NW0662_MARKER: DB = BENCH MARK DISK
 NW0662_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0662_SP_SET: COPPER-CLAD STEEL ROD
 NW0662_STAMPING: 94 FMK 1968 3922
 NW0662_MARK LOGO: USGS  
 NW0662_PROJECTION: FLUSH
 NW0662_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0662_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0662_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0662+SATELLITE: SATELLITE OBSERVATIONS - 1968
 NW0662_ROD/PIPE-DEPTH: 6.10 meters
 NW0662
 NW0662  HISTORY     - Date     Condition        Report By
 NW0662  HISTORY     - 1968     MONUMENTED       USGS
 NW0662
 NW0662                          STATION DESCRIPTION
 NW0662
 NW0662'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 NW0662'FROM THE U.S. HIGHWAY 95 BRIDGE OVER THE OWYHEE RIVER AT ROME,
 NW0662'OREGON, PROCEED 4.0 MILES NORTHEAST ALONG U.S. HIGHWAY 95, 200 FEET
 NW0662'SOUTHEAST OF MILE POST 49, 108 FEET SOUTH OF THE CENTERLINE OF THE
 NW0662'HIGHWAY, 1 FOOT NORTH OF A RIGHT-OF-WAY FENCE, BENCH MARK IS ENCASED
 NW0662'IN A 6 INCH BLACK FIBER PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC1043 ***********************************************************************
 PC1043  DESIGNATION -  94 GWM
 PC1043  PID         -  PC1043
 PC1043  STATE/COUNTY-  OR/DOUGLAS
 PC1043  USGS QUAD   -  RESTON (1990)
 PC1043
 PC1043                         *CURRENT SURVEY CONTROL
 PC1043  ___________________________________________________________________
 PC1043* NAD 83(1991)-  43 14 52.31270(N)    123 33 15.33784(W)     ADJUSTED  
 PC1043* NAVD 88     -       744.     (meters)    2441.     (feet)  SCALED    
 PC1043  ___________________________________________________________________
 PC1043  LAPLACE CORR-          -4.83  (seconds)                    DEFLEC99
 PC1043  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 PC1043  HORZ ORDER  -  SECOND
 PC1043
 PC1043.The horizontal coordinates were established by classical geodetic methods
 PC1043.and adjusted by the National Geodetic Survey in October 1991.
 PC1043
 PC1043.The orthometric height was scaled from a topographic map.
 PC1043
 PC1043.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC1043
 PC1043.The geoid height was determined by GEOID03.
 PC1043
 PC1043;                    North         East     Units Scale Factor Converg.
 PC1043;SPC OR S     -   180,165.406 1,252,036.940   MT  0.99989556   -2 05 22.4
 PC1043;SPC OR S     -   591,093.85  4,107,732.74   iFT  0.99989556   -2 05 22.4
 PC1043;UTM  10      - 4,788,489.456   455,005.114   MT  0.99962490   -0 22 47.1
 PC1043
 PC1043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC1043!SPC OR S     -   0.99988704  x   0.99989556  =   0.99978261
 PC1043!UTM  10      -   0.99988704  x   0.99962490  =   0.99951198
 PC1043
 PC1043                          SUPERSEDED SURVEY CONTROL
 PC1043
 PC1043  NAD 83(1986)-  43 14 52.31072(N)    123 33 15.36011(W) AD(       ) 2
 PC1043  NAD 27      -  43 14 52.89900(N)    123 33 11.06100(W) AD(       ) 2
 PC1043
 PC1043.Superseded values are not recommended for survey control.
 PC1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC1043.See file dsdata.txt to determine how the superseded data were derived.
 PC1043
 PC1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN5500588489(NAD 83)
 PC1043
 PC1043  HISTORY     - Date     Condition        Report By
 PC1043  HISTORY     - 1942     MONUMENTED       USGS
 PC1043
 PC1043                          STATION DESCRIPTION
 PC1043
 PC1043'DESCRIBED BY US GEOLOGICAL SURVEY 1942
 PC1043'SEE STATION LANDER
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0201 ***********************************************************************
 OA0201  DESIGNATION -  943 0104 TIDAL 4
 OA0201  PID         -  OA0201
 OA0201  STATE/COUNTY-  OR/CURRY
 OA0201  USGS QUAD   -  BROOKINGS (1986)
 OA0201
 OA0201                         *CURRENT SURVEY CONTROL
 OA0201  ___________________________________________________________________
 OA0201* NAD 83(1986)-  42 02 54.     (N)    124 16 44.     (W)     SCALED    
 OA0201* NAVD 88     -        25.116  (meters)      82.40   (feet)  POSTED    
 OA0201  ___________________________________________________________________
 OA0201  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 OA0201  DYNAMIC HT  -          25.110 (meters)      82.38  (feet)  COMP
 OA0201  MODELED GRAV-     980,319.1   (mgal)                       NAVD 88
 OA0201
 OA0201  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 OA0201
 OA0201.The horizontal coordinates were scaled from a topographic map and have
 OA0201.an estimated accuracy of +/- 6 seconds.
 OA0201
 OA0201.The orthometric height was determined by differential leveling
 OA0201.and adjusted by the  in 1992.
 OA0201.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 OA0201.rate of 2.1 thru 3.0 mm/km.
 OA0201
 OA0201.The geoid height was determined by GEOID03.
 OA0201
 OA0201.The dynamic height is computed by dividing the NAVD 88
 OA0201.geopotential number by the normal gravity value computed on the
 OA0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0201.degrees latitude (g = 980.6199 gals.).
 OA0201
 OA0201.The modeled gravity was interpolated from observed gravity values.
 OA0201
 OA0201;                    North         East    Units  Estimated Accuracy
 OA0201;SPC OR S     -    49,460.    1,187,230.      MT  (+/- 180 meters Scaled)
 OA0201
 OA0201                          SUPERSEDED SURVEY CONTROL
 OA0201
 OA0201  NGVD 29 (??/??/92)   24.034  (m)           78.85   (f) ADJ UNCH    1 2
 OA0201
 OA0201.Superseded values are not recommended for survey control.
 OA0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0201.See file dsdata.txt to determine how the superseded data were derived.
 OA0201
 OA0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCM941559(NAD 83)
 OA0201_MARKER: DB = BENCH MARK DISK
 OA0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA0201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OA0201_STAMPING: 4 1933
 OA0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0201+STABILITY: SURFACE MOTION
 OA0201
 OA0201  HISTORY     - Date     Condition        Report By
 OA0201  HISTORY     - 1933     MONUMENTED       CGS
 OA0201  HISTORY     - 1953     MARK NOT FOUND   USGS
 OA0201  HISTORY     - 1988     MARK NOT FOUND   NGS
 OA0201  HISTORY     - 19981112 MARK NOT FOUND   USPSQD
 OA0201
 OA0201                          STATION DESCRIPTION
 OA0201
 OA0201'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 OA0201'IN BROOKINGS.
 OA0201'AT BROOKINGS, CURRY COUNTY, AT BROOKINGS HARBOR, ON AN OLD ROAD
 OA0201'LEADING TO AN ABANDONED DOCK, ON HIGH GROUND ABOVE THE OLD
 OA0201'CALIFORNIA-OREGON LUMBER COMPANY DOCK, 120 FEET NORTH OF THE SOUTH END
 OA0201'OF THE CREST OF A HILL, 25 FEET WEST OF THE CENTERLINE OF THE
 OA0201'ABANDONED ROAD, EAST OF ANOTHER ROAD, 11 FEET EAST OF A LINE
 OA0201'PROJECTING NORTH FROM THE EAST EDGE OF THE DOCK, AND AT A WHITE WOODEN
 OA0201'POST STENCILED U.S.B.M.  A STANDARD DISK, STAMPED 4 1933 AND SET IN
 OA0201'THE TOP OF A CONCRETE POST.  NOTE-- DESCRIBED ROADS OVERGROWN WITH
 OA0201'BRUSH, MOST OF DOCK DESTROYED.  NO EVIDENCE OF STATION.
 OA0201
 OA0201                          STATION RECOVERY (1988)
 OA0201
 OA0201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 OA0201'THERE HAS BEEN EXTENSIVE GRADEING AT THIS LOCATION.
 OA0201
 OA0201                          STATION RECOVERY (1998)
 OA0201
 OA0201'RECOVERY NOTE BY US POWER SQUADRON 1998
 OA0201'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0200 ***********************************************************************
 OA0200  DESIGNATION -  943 0104 TIDAL 5
 OA0200  PID         -  OA0200
 OA0200  STATE/COUNTY-  OR/CURRY
 OA0200  USGS QUAD   -  BROOKINGS (1986)
 OA0200
 OA0200                         *CURRENT SURVEY CONTROL
 OA0200  ___________________________________________________________________
 OA0200* NAD 83(1986)-  42 03 10.     (N)    124 17 07.     (W)     SCALED    
 OA0200* NAVD 88     -        42.968  (meters)     140.97   (feet)  POSTED    
 OA0200  ___________________________________________________________________
 OA0200  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 OA0200  DYNAMIC HT  -          42.950 (meters)     140.91  (feet)  COMP
 OA0200  MODELED GRAV-     980,319.2   (mgal)                       NAVD 88
 OA0200
 OA0200  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 OA0200
 OA0200.The horizontal coordinates were scaled from a topographic map and have
 OA0200.an estimated accuracy of +/- 6 seconds.
 OA0200
 OA0200.The orthometric height was determined by differential leveling
 OA0200.and adjusted by the  in 1992.
 OA0200.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 OA0200.rate of 1.1 thru 2.0 mm/km.
 OA0200
 OA0200.The geoid height was determined by GEOID03.
 OA0200
 OA0200.The dynamic height is computed by dividing the NAVD 88
 OA0200.geopotential number by the normal gravity value computed on the
 OA0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0200.degrees latitude (g = 980.6199 gals.).
 OA0200
 OA0200.The modeled gravity was interpolated from observed gravity values.
 OA0200
 OA0200;                    North         East    Units  Estimated Accuracy
 OA0200;SPC OR S     -    49,970.    1,186,730.      MT  (+/- 180 meters Scaled)
 OA0200
 OA0200                          SUPERSEDED SURVEY CONTROL
 OA0200
 OA0200  NGVD 29 (??/??/92)   41.887  (m)          137.42   (f) ADJ UNCH    1 2
 OA0200
 OA0200.Superseded values are not recommended for survey control.
 OA0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0200.See file dsdata.txt to determine how the superseded data were derived.
 OA0200
 OA0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCM936564(NAD 83)
 OA0200_MARKER: DB = BENCH MARK DISK
 OA0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA0200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OA0200_STAMPING: 5 1933
 OA0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0200+STABILITY: SURFACE MOTION
 OA0200
 OA0200  HISTORY     - Date     Condition        Report By
 OA0200  HISTORY     - 1933     MONUMENTED       CGS
 OA0200  HISTORY     - 1954     POOR             NGS
 OA0200  HISTORY     - 1988     MARK NOT FOUND   NGS
 OA0200  HISTORY     - 19981112 MARK NOT FOUND   USPSQD
 OA0200
 OA0200                          STATION DESCRIPTION
 OA0200
 OA0200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 OA0200'IN BROOKINGS.
 OA0200'AT BROOKINGS, CURRY COUNTY, AT THE SOUTHEAST CORNER OF THE
 OA0200'INTERSECTION OF CENTER STREET AND THE OREGON COAST HIGHWAY (U.S. 101),
 OA0200'(CHETCO AVENUE), 80 FEET EAST OF THE CENTRAL BUILDING WEST OF THE
 OA0200'STREET, 39 FEET EAST OF THE CENTERLINE OF CENTER STREET, 29 FEET SOUTH
 OA0200'OF THE CENTERLINE OF THE HIGHWAY, AND 13 FEET SOUTH OF A FIRE HYDRANT.
 OA0200'A STANDARD DISK, STAMPED 5 1933 AND SET IN THE TOP OF A CONCRETE
 OA0200'POST.  NOTE-- THE CONCRETE POST IS TILTED FROM THE VERTICAL, PROBABLY
 OA0200'MOVED DURING ROAD-GRADING OPERATIONS.  NOTE-- MARK IS IN A TIPPED
 OA0200'CONDITION, TO THE WEST ABOUT 30 DEG FROM HORIZONTAL.
 OA0200
 OA0200                          STATION RECOVERY (1988)
 OA0200
 OA0200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 OA0200'THERE HAS BEEN EXTENSIVE GRADEING AT THIS LOCATION.
 OA0200
 OA0200                          STATION RECOVERY (1998)
 OA0200
 OA0200'RECOVERY NOTE BY US POWER SQUADRON 1998
 OA0200'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0257 ***********************************************************************
 OA0257  DESIGNATION -  943 1027 TIDAL 1
 OA0257  PID         -  OA0257
 OA0257  STATE/COUNTY-  OR/CURRY
 OA0257  USGS QUAD   -  GOLD BEACH (1986)
 OA0257
 OA0257                         *CURRENT SURVEY CONTROL
 OA0257  ___________________________________________________________________
 OA0257* NAD 83(1986)-  42 25 44.     (N)    124 24 45.     (W)     SCALED    
 OA0257* NAVD 88     -         4.939  (meters)      16.20   (feet)  ADJUSTED  
 OA0257  ___________________________________________________________________
 OA0257  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 OA0257  DYNAMIC HT  -           4.937 (meters)      16.20  (feet)  COMP
 OA0257  MODELED GRAV-     980,342.0   (mgal)                       NAVD 88
 OA0257
 OA0257  VERT ORDER  -  FIRST     CLASS II
 OA0257
 OA0257.The horizontal coordinates were scaled from a topographic map and have
 OA0257.an estimated accuracy of +/- 6 seconds.
 OA0257
 OA0257.The orthometric height was determined by differential leveling
 OA0257.and adjusted in June 1991.
 OA0257.WARNING-Repeat measurements at this control monument indicate possible
 OA0257.vertical movement.
 OA0257
 OA0257.The geoid height was determined by GEOID03.
 OA0257
 OA0257.The dynamic height is computed by dividing the NAVD 88
 OA0257.geopotential number by the normal gravity value computed on the
 OA0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0257.degrees latitude (g = 980.6199 gals.).
 OA0257
 OA0257.The modeled gravity was interpolated from observed gravity values.
 OA0257
 OA0257;                    North         East    Units  Estimated Accuracy
 OA0257;SPC OR S     -    92,190.    1,178,160.      MT  (+/- 180 meters Scaled)
 OA0257
 OA0257                          SUPERSEDED SURVEY CONTROL
 OA0257
 OA0257  NGVD 29 (??/??/92)    3.853  (m)           12.64   (f) ADJ UNCH    1 2
 OA0257
 OA0257.Superseded values are not recommended for survey control.
 OA0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0257.See file dsdata.txt to determine how the superseded data were derived.
 OA0257
 OA0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCM838983(NAD 83)
 OA0257_MARKER: DB = BENCH MARK DISK
 OA0257_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OA0257_SP_SET: FOUNDATION
 OA0257_STAMPING: 1 1927
 OA0257_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OA0257
 OA0257  HISTORY     - Date     Condition        Report By
 OA0257  HISTORY     - 1927     MONUMENTED       CGS
 OA0257  HISTORY     - 1945     GOOD             NGS
 OA0257  HISTORY     - 1988     MARK NOT FOUND   NGS
 OA0257  HISTORY     - 20021009 MARK NOT FOUND   USPSQD
 OA0257
 OA0257                          STATION DESCRIPTION
 OA0257
 OA0257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 OA0257'IN WEDDERBURN.
 OA0257'AT WEDDERBURN, CURRY COUNTY, SOUTH OF THE OREGON COAST HIGHWAY (U.S.
 OA0257'101), 27.7 FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE WEDDERBURN
 OA0257'STORE BUILDING, 10 FEET EAST OF THE EAST SIDE, IN THE TOP OF A
 OA0257'CONCRETE FOUNDATION BLOCK OF A SMALL BUILDING, A GARAGE AND WOOD SHED
 OA0257'ADJACENT TO AND EAST OF THE WEDDERBURN STORE, AT A 4- BY 4-INCH WHITE
 OA0257'WOODEN POST STENCILED U.S.B.M.  A STANDARD DISK, STAMPED 1 1927.
 OA0257
 OA0257                          STATION RECOVERY (1988)
 OA0257
 OA0257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 OA0257'THE BUILDING HAS BEEN REMOVED.
 OA0257
 OA0257                          STATION RECOVERY (2002)
 OA0257
 OA0257'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 OA0257'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0259 ***********************************************************************
 OA0259  DESIGNATION -  943 1027 TIDAL 2
 OA0259  PID         -  OA0259
 OA0259  STATE/COUNTY-  OR/CURRY
 OA0259  USGS QUAD   -  GOLD BEACH (1986)
 OA0259
 OA0259                         *CURRENT SURVEY CONTROL
 OA0259  ___________________________________________________________________
 OA0259* NAD 83(1986)-  42 25 51.     (N)    124 24 38.     (W)     SCALED    
 OA0259* NAVD 88     -         8.773  (meters)      28.78   (feet)  ADJUSTED  
 OA0259  ___________________________________________________________________
 OA0259  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 OA0259  DYNAMIC HT  -           8.770 (meters)      28.77  (feet)  COMP
 OA0259  MODELED GRAV-     980,339.2   (mgal)                       NAVD 88
 OA0259
 OA0259  VERT ORDER  -  FIRST     CLASS II
 OA0259
 OA0259.The horizontal coordinates were scaled from a topographic map and have
 OA0259.an estimated accuracy of +/- 6 seconds.
 OA0259
 OA0259.The orthometric height was determined by differential leveling
 OA0259.and adjusted in June 1991.
 OA0259.WARNING-Repeat measurements at this control monument indicate possible
 OA0259.vertical movement.
 OA0259
 OA0259.The geoid height was determined by GEOID03.
 OA0259
 OA0259.The dynamic height is computed by dividing the NAVD 88
 OA0259.geopotential number by the normal gravity value computed on the
 OA0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0259.degrees latitude (g = 980.6199 gals.).
 OA0259
 OA0259.The modeled gravity was interpolated from observed gravity values.
 OA0259
 OA0259;                    North         East    Units  Estimated Accuracy
 OA0259;SPC OR S     -    92,400.    1,178,330.      MT  (+/- 180 meters Scaled)
 OA0259
 OA0259                          SUPERSEDED SURVEY CONTROL
 OA0259
 OA0259  NGVD 29 (??/??/92)    7.688  (m)           25.22   (f) ADJ UNCH    1 2
 OA0259
 OA0259.Superseded values are not recommended for survey control.
 OA0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0259.See file dsdata.txt to determine how the superseded data were derived.
 OA0259
 OA0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCM839985(NAD 83)
 OA0259_MARKER: DB = BENCH MARK DISK
 OA0259_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OA0259_SP_SET: TILE PIPE
 OA0259_STAMPING: 2 1927
 OA0259_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OA0259
 OA0259  HISTORY     - Date     Condition        Report By
 OA0259  HISTORY     - 1927     MONUMENTED       CGS
 OA0259  HISTORY     - 1945     GOOD             NGS
 OA0259  HISTORY     - 1982     MARK NOT FOUND   USGS
 OA0259  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 OA0259  HISTORY     - 1988     MARK NOT FOUND   NGS
 OA0259  HISTORY     - 20021009 MARK NOT FOUND   USPSQD
 OA0259
 OA0259                          STATION DESCRIPTION
 OA0259
 OA0259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 OA0259'IN WEDDERBURN.
 OA0259'AT WEDDERBURN, CURRY COUNTY, ON THE OREGON COAST HIGHWAY (U.S. 101),
 OA0259'ABOUT 123.5 FEET NORTHEAST OF THE NORTHERNMOST CORNER OF THE
 OA0259'WEDDERBURN STORE BUILDING, 61 FEET NORTHWEST OF THE CENTERLINE OF THE
 OA0259'HIGHWAY, 15 FEET NORTHWEST OF THE CENTERLINE OF A GRAVEL ROAD
 OA0259'BRANCHING OFF THE HIGHWAY, 14-1/2 FEET EAST OF TWO EVERGREEN TREES AT
 OA0259'THE ENTRANCE TO THE IRELAND WEDDERBURN INN, 1-1/2 FEET SOUTH OF THE
 OA0259'FENCE LINE, EAST OF A GATE, AND AT A 4- BY 4-INCH WHITE WOODEN POST
 OA0259'STENCILED U.S.B.M.  A STANDARD DISK, STAMPED 2 1927 AND SET IN THE TOP
 OA0259'OF A 4-INCH TILE PIPE ENCASED IN CONCRETE ABOUT FLUSH WITH THE GROUND.
 OA0259
 OA0259                          STATION RECOVERY (1982)
 OA0259
 OA0259'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 OA0259'MARK NOT FOUND.
 OA0259
 OA0259                          STATION RECOVERY (1984)
 OA0259
 OA0259'RECOVERY NOTE BY US POWER SQUADRON 1984
 OA0259'MARK NOT FOUND.
 OA0259
 OA0259                          STATION RECOVERY (1988)
 OA0259
 OA0259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 OA0259'THERE HAS BEEN ROAD CONSTRUCTION AT THIS LOCATION.
 OA0259
 OA0259                          STATION RECOVERY (2002)
 OA0259
 OA0259'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 OA0259'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0786 ***********************************************************************
 OA0786  TIDAL BM    -  This is a Tidal Bench Mark.
 OA0786  DESIGNATION -  943 1647 G TIDAL
 OA0786  PID         -  OA0786
 OA0786  STATE/COUNTY-  OR/CURRY
 OA0786  USGS QUAD   -  PORT ORFORD (1996)
 OA0786
 OA0786                         *CURRENT SURVEY CONTROL
 OA0786  ___________________________________________________________________
 OA0786* NAD 83(1986)-  42 44 21.     (N)    124 30 01.     (W)     SCALED    
 OA0786* NAVD 88     -         7.651  (meters)      25.10   (feet)  ADJUSTED  
 OA0786  ___________________________________________________________________
 OA0786  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 OA0786  DYNAMIC HT  -           7.649 (meters)      25.10  (feet)  COMP
 OA0786  MODELED GRAV-     980,413.8   (mgal)                       NAVD 88
 OA0786
 OA0786  VERT ORDER  -  FIRST     CLASS II
 OA0786
 OA0786.The horizontal coordinates were scaled from a topographic map and have
 OA0786.an estimated accuracy of +/- 6 seconds.
 OA0786
 OA0786.The orthometric height was determined by differential leveling
 OA0786.and adjusted in June 1991.
 OA0786
 OA0786.This Tidal Bench Mark is designated as VM 1038
 OA0786.by the Center for Operational Oceanographic Products and Services.
 OA0786
 OA0786.The geoid height was determined by GEOID03.
 OA0786
 OA0786.The dynamic height is computed by dividing the NAVD 88
 OA0786.geopotential number by the normal gravity value computed on the
 OA0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0786.degrees latitude (g = 980.6199 gals.).
 OA0786
 OA0786.The modeled gravity was interpolated from observed gravity values.
 OA0786
 OA0786;                    North         East    Units  Estimated Accuracy
 OA0786;SPC OR S     -   126,960.    1,172,590.      MT  (+/- 180 meters Scaled)
 OA0786
 OA0786                          SUPERSEDED SURVEY CONTROL
 OA0786
 OA0786.No superseded survey control is available for this station.
 OA0786
 OA0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN771329(NAD 83)
 OA0786_MARKER: DJ = TIDAL STATION DISK
 OA0786_SETTING: 66 = SET IN ROCK OUTCROP
 OA0786_SP_SET: BEDROCK
 OA0786_STAMPING: 1647 G 1977
 OA0786_MARK LOGO: NOS   
 OA0786_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OA0786+STABILITY: POSITION/ELEVATION WELL
 OA0786_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OA0786+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2003
 OA0786
 OA0786  HISTORY     - Date     Condition        Report By
 OA0786  HISTORY     - 1977     MONUMENTED       NOS
 OA0786  HISTORY     - 1988     GOOD             NGS
 OA0786  HISTORY     - 20030711 GOOD             USPSQD
 OA0786
 OA0786                          STATION DESCRIPTION
 OA0786
 OA0786'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 OA0786'0.7 KM (0.45 MI) SW FROM PORT ORFORD.
 OA0786'0.7 KM (0.45 MI) SOUTHWESTERLY ALONG HARBOR DRIVE FROM THE JUNCTION OF
 OA0786'U.S. HIGHWAY 101 IN PORT ORFORD, IN THE MOST SOUTHWESTERN 1/3 OF A 20
 OA0786'BY 26 FOOT AREA OF OUTCROPPING BEDROCK, 34.0 M (111.5 FT) SOUTHWEST
 OA0786'OF THE SOUTHWEST CORNER OF THE DOCK SNACK BAR, 27.9 M (91.5 FT)
 OA0786'NORTHWEST OF BENCH MARK 1647 N TIDAL, 24.0 M (78.7 FT) SOUTHWEST OF
 OA0786'THE CENTER OF THE DRIVE, 19.6 M (64.3 FT) SOUTH OF THE SOUTH CORNER
 OA0786'OF A BLOCK BUILDING, AND 7.9 M (25.9 FT) SOUTHEAST OF BENCH MARK 1647
 OA0786'TIDAL 9.
 OA0786'THE MARK IS ABOVE LEVEL WITH THE DRIVE.
 OA0786
 OA0786                          STATION RECOVERY (2003)
 OA0786
 OA0786'RECOVERY NOTE BY US POWER SQUADRON 2003 (AES)
 OA0786'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0788 ***********************************************************************
 OA0788  TIDAL BM    -  This is a Tidal Bench Mark.
 OA0788  DESIGNATION -  943 1647 J TIDAL
 OA0788  PID         -  OA0788
 OA0788  STATE/COUNTY-  OR/CURRY
 OA0788  USGS QUAD   -  PORT ORFORD (1996)
 OA0788
 OA0788                         *CURRENT SURVEY CONTROL
 OA0788  ___________________________________________________________________
 OA0788* NAD 83(1986)-  42 44 20.     (N)    124 29 59.     (W)     SCALED    
 OA0788* NAVD 88     -         5.495  (meters)      18.03   (feet)  ADJUSTED  
 OA0788  ___________________________________________________________________
 OA0788  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 OA0788  DYNAMIC HT  -           5.494 (meters)      18.02  (feet)  COMP
 OA0788  MODELED GRAV-     980,413.7   (mgal)                       NAVD 88
 OA0788
 OA0788  VERT ORDER  -  FIRST     CLASS II
 OA0788
 OA0788.The horizontal coordinates were scaled from a topographic map and have
 OA0788.an estimated accuracy of +/- 6 seconds.
 OA0788
 OA0788.The orthometric height was determined by differential leveling
 OA0788.and adjusted in June 1991.
 OA0788
 OA0788.This Tidal Bench Mark is designated as VM 1039
 OA0788.by the Center for Operational Oceanographic Products and Services.
 OA0788
 OA0788.The geoid height was determined by GEOID03.
 OA0788
 OA0788.The dynamic height is computed by dividing the NAVD 88
 OA0788.geopotential number by the normal gravity value computed on the
 OA0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0788.degrees latitude (g = 980.6199 gals.).
 OA0788
 OA0788.The modeled gravity was interpolated from observed gravity values.
 OA0788
 OA0788;                    North         East    Units  Estimated Accuracy
 OA0788;SPC OR S     -   126,920.    1,172,630.      MT  (+/- 180 meters Scaled)
 OA0788
 OA0788                          SUPERSEDED SURVEY CONTROL
 OA0788
 OA0788.No superseded survey control is available for this station.
 OA0788
 OA0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN772329(NAD 83)
 OA0788_MARKER: DJ = TIDAL STATION DISK
 OA0788_SETTING: 66 = SET IN ROCK OUTCROP
 OA0788_SP_SET: BEDROCK
 OA0788_STAMPING: 1647 J 1978 TIDAL BM
 OA0788_MARK LOGO: NOS   
 OA0788_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OA0788+STABILITY: POSITION/ELEVATION WELL
 OA0788
 OA0788  HISTORY     - Date     Condition        Report By
 OA0788  HISTORY     - 1978     MONUMENTED       NOS
 OA0788  HISTORY     - 1988     GOOD             NGS
 OA0788  HISTORY     - 20030711 MARK NOT FOUND   USPSQD
 OA0788
 OA0788                          STATION DESCRIPTION
 OA0788
 OA0788'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 OA0788'0.7 KM (0.45 MI) SW FROM PORT ORFORD.
 OA0788'0.7 KM (0.45 MI) SOUTHWESTERLY ALONG HARBOR DRIVE FROM THE JUNCTION OF
 OA0788'U.S. HIGHWAY 101 IN PORT ORFORD, IN A LARGE AREA OF OUTCROPPING
 OA0788'BEDROCK ALONG THE WEST SIDE OF FISHERMAN WHARF, 38.1 M (125.0 FT)
 OA0788'NORTH OF BENCH MARK 1647 K TIDAL, 35.5 M (116.5 FT) SOUTHWEST OF THE
 OA0788'NORTHWEST CORNER OF THE WHARF, 16.2 M (53.1 FT) SOUTHWEST OF THE
 OA0788'EXTENDED CENTER OF THE DRIVE, AND 10.8 M (35.4 FT) WEST OF BENCH MARK
 OA0788'LEAD USE.
 OA0788'THE MARK IS 0.3 M BELOW THE DRIVE.
 OA0788
 OA0788                          STATION RECOVERY (2003)
 OA0788
 OA0788'RECOVERY NOTE BY US POWER SQUADRON 2003 (AES)
 OA0788'FISHERMANS WHARF HAS BEEN REBUILT AND EXPANDED AND NEW JETTY ROCK
 OA0788'PLACED. MAY HAVE COVERED THIS MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0789 ***********************************************************************
 OA0789  TIDAL BM    -  This is a Tidal Bench Mark.
 OA0789  DESIGNATION -  943 1647 K TIDAL
 OA0789  PID         -  OA0789
 OA0789  STATE/COUNTY-  OR/CURRY
 OA0789  USGS QUAD   -  PORT ORFORD (1996)
 OA0789
 OA0789                         *CURRENT SURVEY CONTROL
 OA0789  ___________________________________________________________________
 OA0789* NAD 83(1986)-  42 44 19.     (N)    124 29 59.     (W)     SCALED    
 OA0789* NAVD 88     -         6.334  (meters)      20.78   (feet)  ADJUSTED  
 OA0789  ___________________________________________________________________
 OA0789  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 OA0789  DYNAMIC HT  -           6.333 (meters)      20.78  (feet)  COMP
 OA0789  MODELED GRAV-     980,413.6   (mgal)                       NAVD 88
 OA0789
 OA0789  VERT ORDER  -  FIRST     CLASS II
 OA0789
 OA0789.The horizontal coordinates were scaled from a topographic map and have
 OA0789.an estimated accuracy of +/- 6 seconds.
 OA0789
 OA0789.The orthometric height was determined by differential leveling
 OA0789.and adjusted in June 1991.
 OA0789
 OA0789.This Tidal Bench Mark is designated as VM 1040
 OA0789.by the Center for Operational Oceanographic Products and Services.
 OA0789
 OA0789.The geoid height was determined by GEOID03.
 OA0789
 OA0789.The dynamic height is computed by dividing the NAVD 88
 OA0789.geopotential number by the normal gravity value computed on the
 OA0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0789.degrees latitude (g = 980.6199 gals.).
 OA0789
 OA0789.The modeled gravity was interpolated from observed gravity values.
 OA0789
 OA0789;                    North         East    Units  Estimated Accuracy
 OA0789;SPC OR S     -   126,890.    1,172,630.      MT  (+/- 180 meters Scaled)
 OA0789
 OA0789                          SUPERSEDED SURVEY CONTROL
 OA0789
 OA0789.No superseded survey control is available for this station.
 OA0789
 OA0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN772328(NAD 83)
 OA0789_MARKER: DJ = TIDAL STATION DISK
 OA0789_SETTING: 66 = SET IN ROCK OUTCROP
 OA0789_SP_SET: BEDROCK
 OA0789_STAMPING: 1647 K TIDAL BM 1947
 OA0789_MARK LOGO: CGS   
 OA0789_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OA0789+STABILITY: POSITION/ELEVATION WELL
 OA0789
 OA0789  HISTORY     - Date     Condition        Report By
 OA0789  HISTORY     - 1947     MONUMENTED       CGS
 OA0789  HISTORY     - 1988     GOOD             NGS
 OA0789  HISTORY     - 20030711 MARK NOT FOUND   USPSQD
 OA0789
 OA0789                          STATION DESCRIPTION
 OA0789
 OA0789'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 OA0789'0.7 KM (0.45 MI) SW FROM PORT ORFORD.
 OA0789'0.7 KM (0.45 MI) SOUTHWESTERLY ALONG HARBOR DRIVE FROM THE JUNCTION OF
 OA0789'U.S. HIGHWAY 101 IN PORT ORFORD, IN A LARGE AREA OF OUTCROPPING
 OA0789'BEDROCK ALONG THE WEST SIDE OF FISHERMAN WHARF, 31.6 M (103.7 FT)
 OA0789'SOUTH OF BENCH MARK LEAD USE, 18.7 M (61.4 FT) WEST OF A 6-INCH METAL
 OA0789'PIPE PROJECTING 40-INCHES, AND 10.7 M (35.1 FT) WEST OF THE EXTENDED
 OA0789'CENTER OF THE DRIVE.
 OA0789'THE MARK IS ABOVE LEVEL WITH THE DRIVE.
 OA0789
 OA0789                          STATION RECOVERY (2003)
 OA0789
 OA0789'RECOVERY NOTE BY US POWER SQUADRON 2003 (AES)
 OA0789'FISHERMANS WHARF HAS BEEN REBUILT AND EXPANDED AND NEW JETTY ROCK
 OA0789'PLACED. MAY HAVE COVERED THIS MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0783 ***********************************************************************
 OA0783  TIDAL BM    -  This is a Tidal Bench Mark.
 OA0783  DESIGNATION -  943 1647 L TIDAL
 OA0783  PID         -  OA0783
 OA0783  STATE/COUNTY-  OR/CURRY
 OA0783  USGS QUAD   -  PORT ORFORD (1996)
 OA0783
 OA0783                         *CURRENT SURVEY CONTROL
 OA0783  ___________________________________________________________________
 OA0783* NAD 83(1986)-  42 44 30.     (N)    124 29 56.     (W)     SCALED    
 OA0783* NAVD 88     -        15.684  (meters)      51.46   (feet)  ADJUSTED  
 OA0783  ___________________________________________________________________
 OA0783  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 OA0783  DYNAMIC HT  -          15.681 (meters)      51.45  (feet)  COMP
 OA0783  MODELED GRAV-     980,413.7   (mgal)                       NAVD 88
 OA0783
 OA0783  VERT ORDER  -  FIRST     CLASS II
 OA0783
 OA0783.The horizontal coordinates were scaled from a topographic map and have
 OA0783.an estimated accuracy of +/- 6 seconds.
 OA0783
 OA0783.The orthometric height was determined by differential leveling
 OA0783.and adjusted in June 1991.
 OA0783
 OA0783.This Tidal Bench Mark is designated as VM 1041
 OA0783.by the Center for Operational Oceanographic Products and Services.
 OA0783
 OA0783.The geoid height was determined by GEOID03.
 OA0783
 OA0783.The dynamic height is computed by dividing the NAVD 88
 OA0783.geopotential number by the normal gravity value computed on the
 OA0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0783.degrees latitude (g = 980.6199 gals.).
 OA0783
 OA0783.The modeled gravity was interpolated from observed gravity values.
 OA0783
 OA0783;                    North         East    Units  Estimated Accuracy
 OA0783;SPC OR S     -   127,230.    1,172,710.      MT  (+/- 180 meters Scaled)
 OA0783
 OA0783                          SUPERSEDED SURVEY CONTROL
 OA0783
 OA0783.No superseded survey control is available for this station.
 OA0783
 OA0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN773332(NAD 83)
 OA0783_MARKER: DJ = TIDAL STATION DISK
 OA0783_SETTING: 66 = SET IN ROCK OUTCROP
 OA0783_SP_SET: BEDROCK
 OA0783_STAMPING: 1647 L 1979
 OA0783_MARK LOGO: NOS   
 OA0783_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OA0783+STABILITY: POSITION/ELEVATION WELL
 OA0783
 OA0783  HISTORY     - Date     Condition        Report By
 OA0783  HISTORY     - 1979     MONUMENTED       NOS
 OA0783  HISTORY     - 1988     GOOD             NGS
 OA0783  HISTORY     - 20030711 MARK NOT FOUND   USPSQD
 OA0783
 OA0783                          STATION DESCRIPTION
 OA0783
 OA0783'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 OA0783'0.5 KM (0.30 MI) SW FROM PORT ORFORD.
 OA0783'0.5 KM (0.30 MI) SOUTHWESTERLY ALONG HARBOR DRIVE FROM THE JUNCTION OF
 OA0783'U.S. HIGHWAY 101 IN PORT ORFORD, IN THE MOST SOUTHERN 1/3 OF A 7 BY
 OA0783'15 FOOT AREA OF OUTCROPPING BEDROCK, 44.1 M (144.7 FT) NORTHEAST OF
 OA0783'BENCH MARK BAD DAY USE, 31.8 M (104.3 FT) NORTHWEST OF THE CENTER OF
 OA0783'THE DRIVE, 4.0 M (13.1 FT) NORTHWEST OF THE CENTER OF A HIKEING
 OA0783'TRAIL, AND 1.2 M (3.9 FT) NORTH OF THE SOUTH END OF THE EXPOSED
 OA0783'BEDROCK.
 OA0783'THE MARK IS 10.7 M ABOVE THE HIGHWAY.
 OA0783
 OA0783                          STATION RECOVERY (2003)
 OA0783
 OA0783'RECOVERY NOTE BY US POWER SQUADRON 2003 (AES)
 OA0783'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0791 ***********************************************************************
 OA0791  TIDAL BM    -  This is a Tidal Bench Mark.
 OA0791  DESIGNATION -  943 1647 M TIDAL
 OA0791  PID         -  OA0791
 OA0791  STATE/COUNTY-  OR/CURRY
 OA0791  USGS QUAD   -  PORT ORFORD (1996)
 OA0791
 OA0791                         *CURRENT SURVEY CONTROL
 OA0791  ___________________________________________________________________
 OA0791* NAD 83(1986)-  42 44 22.     (N)    124 29 58.     (W)     SCALED    
 OA0791* NAVD 88     -         6.957  (meters)      22.82   (feet)  ADJUSTED  
 OA0791  ___________________________________________________________________
 OA0791  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 OA0791  DYNAMIC HT  -           6.955 (meters)      22.82  (feet)  COMP
 OA0791  MODELED GRAV-     980,413.7   (mgal)                       NAVD 88
 OA0791
 OA0791  VERT ORDER  -  FIRST     CLASS II
 OA0791
 OA0791.The horizontal coordinates were scaled from a topographic map and have
 OA0791.an estimated accuracy of +/- 6 seconds.
 OA0791
 OA0791.The orthometric height was determined by differential leveling
 OA0791.and adjusted in June 1991.
 OA0791
 OA0791.This Tidal Bench Mark is designated as VM 1042
 OA0791.by the Center for Operational Oceanographic Products and Services.
 OA0791
 OA0791.The geoid height was determined by GEOID03.
 OA0791
 OA0791.The dynamic height is computed by dividing the NAVD 88
 OA0791.geopotential number by the normal gravity value computed on the
 OA0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0791.degrees latitude (g = 980.6199 gals.).
 OA0791
 OA0791.The modeled gravity was interpolated from observed gravity values.
 OA0791
 OA0791;                    North         East    Units  Estimated Accuracy
 OA0791;SPC OR S     -   126,990.    1,172,660.      MT  (+/- 180 meters Scaled)
 OA0791
 OA0791                          SUPERSEDED SURVEY CONTROL
 OA0791
 OA0791.No superseded survey control is available for this station.
 OA0791
 OA0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN772329(NAD 83)
 OA0791_MARKER: DJ = TIDAL STATION DISK
 OA0791_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OA0791+WITH SETTING: PAVEMENT
 OA0791_SP_SET: CONCRETE SLAB
 OA0791_STAMPING: 1647 M 1982
 OA0791_MARK LOGO: NOS   
 OA0791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0791+STABILITY: SURFACE MOTION
 OA0791
 OA0791  HISTORY     - Date     Condition        Report By
 OA0791  HISTORY     - 1982     MONUMENTED       NOS
 OA0791  HISTORY     - 1988     GOOD             NGS
 OA0791  HISTORY     - 20030711 MARK NOT FOUND   USPSQD
 OA0791
 OA0791                          STATION DESCRIPTION
 OA0791
 OA0791'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 OA0791'0.7 KM (0.45 MI) SW FROM PORT ORFORD.
 OA0791'0.7 KM (0.45 MI) SOUTHWESTERLY ALONG HARBOR DRIVE FROM THE JUNCTION OF
 OA0791'U.S. HIGHWAY 101 IN PORT ORFORD, IN THE SOUTHERN 1/3 OF A 8 BY 27
 OA0791'FOOT CONCRETE SLAB THAT WAS USED AS THE BASE FOR A FUELING DEPOT,
 OA0791'39.2 M (128.6 FT) NORTH OF THE NORTHWEST CORNER OF THE DOCK SNACK
 OA0791'BAR, 29.8 M (97.8 FT) SOUTH OF THE SOUTH CORNER OF A REST ROOM, 28.3
 OA0791'M (92.8 FT) NORTHEAST OF THE CENTER OF THE DRIVE, 20.6 M (67.6 FT)
 OA0791'SOUTHWEST OF THE NORTHEAST END OF THE WOODEN PORTION OF THE PORT
 OA0791'ORFORD MUNICIPAL PIER, AND 2.5 M (8.2 FT) WEST OF THE EAST END OF THE
 OA0791'SLAB.
 OA0791'THE MARK IS ABOVE LEVEL WITH THE PIER.
 OA0791
 OA0791                          STATION RECOVERY (2003)
 OA0791
 OA0791'RECOVERY NOTE BY US POWER SQUADRON 2003 (AES)
 OA0791'FISHERMANS WHARF HAS BEEN REBUILT AND EXPANDED AND NEW JETTY ROCK
 OA0791'PLACED. MAY HAVE COVERED THIS MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0787 ***********************************************************************
 OA0787  TIDAL BM    -  This is a Tidal Bench Mark.
 OA0787  DESIGNATION -  943 1647 N TIDAL
 OA0787  PID         -  OA0787
 OA0787  STATE/COUNTY-  OR/CURRY
 OA0787  USGS QUAD   -  PORT ORFORD (1996)
 OA0787
 OA0787                         *CURRENT SURVEY CONTROL
 OA0787  ___________________________________________________________________
 OA0787* NAD 83(1986)-  42 44 20.     (N)    124 30 00.     (W)     SCALED    
 OA0787* NAVD 88     -         5.106  (meters)      16.75   (feet)  ADJUSTED  
 OA0787  ___________________________________________________________________
 OA0787  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 OA0787  DYNAMIC HT  -           5.105 (meters)      16.75  (feet)  COMP
 OA0787  MODELED GRAV-     980,413.7   (mgal)                       NAVD 88
 OA0787
 OA0787  VERT ORDER  -  FIRST     CLASS II
 OA0787
 OA0787.The horizontal coordinates were scaled from a topographic map and have
 OA0787.an estimated accuracy of +/- 6 seconds.
 OA0787
 OA0787.The orthometric height was determined by differential leveling
 OA0787.and adjusted in June 1991.
 OA0787
 OA0787.This Tidal Bench Mark is designated as VM 1043
 OA0787.by the Center for Operational Oceanographic Products and Services.
 OA0787
 OA0787.The geoid height was determined by GEOID03.
 OA0787
 OA0787.The dynamic height is computed by dividing the NAVD 88
 OA0787.geopotential number by the normal gravity value computed on the
 OA0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0787.degrees latitude (g = 980.6199 gals.).
 OA0787
 OA0787.The modeled gravity was interpolated from observed gravity values.
 OA0787
 OA0787;                    North         East    Units  Estimated Accuracy
 OA0787;SPC OR S     -   126,930.    1,172,610.      MT  (+/- 180 meters Scaled)
 OA0787
 OA0787                          SUPERSEDED SURVEY CONTROL
 OA0787
 OA0787.No superseded survey control is available for this station.
 OA0787
 OA0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN772329(NAD 83)
 OA0787_MARKER: DJ = TIDAL STATION DISK
 OA0787_SETTING: 66 = SET IN ROCK OUTCROP
 OA0787_SP_SET: BEDROCK
 OA0787_STAMPING: 1647 N 1983
 OA0787_MARK LOGO: NOS   
 OA0787_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OA0787+STABILITY: POSITION/ELEVATION WELL
 OA0787
 OA0787  HISTORY     - Date     Condition        Report By
 OA0787  HISTORY     - 1983     MONUMENTED       NOS
 OA0787  HISTORY     - 1988     GOOD             NGS
 OA0787  HISTORY     - 20020507 POOR             USPSQD
 OA0787  HISTORY     - 20030711 MARK NOT FOUND   USPSQD
 OA0787
 OA0787                          STATION DESCRIPTION
 OA0787
 OA0787'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 OA0787'0.7 KM (0.45 MI) SW FROM PORT ORFORD.
 OA0787'0.7 KM (0.45 MI) SOUTHWESTERLY ALONG HARBOR DRIVE FROM THE JUNCTION OF
 OA0787'U.S. HIGHWAY 101 IN PORT ORFORD, IN A LARGE AREA OF OUTCROPPING
 OA0787'BEDROCK ALONG THE THE WEST SIDE OF THE FISHERMAN WHARF, 47.4 M
 OA0787'(155.5 FT) WEST OF THE NORTHWEST CORNER OF THE WHARF, 29.7 M (97.4 FT)
 OA0787'SOUTHWEST OF THE CENTER OF THE DRIVE, 27.9 M (91.5 FT) SOUTHEAST OF
 OA0787'BENCH MARK 1647 G TIDAL, AND 7.5 M (24.6 FT) NORTHEAST OF THE
 OA0787'SOUTHWEST EDGE OF THE OUTCROP.
 OA0787'THE MARK IS 1.5 M BELOW THE DRIVE.
 OA0787
 OA0787                          STATION RECOVERY (2002)
 OA0787
 OA0787'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 OA0787'DISK HAS BEEN BATTERED MAKING STAMPINGS HARD TO READ. OTHERWISE SOLID
 OA0787'IN ROCK.
 OA0787' 
 OA0787' 
 OA0787' 
 OA0787
 OA0787                          STATION RECOVERY (2003)
 OA0787
 OA0787'RECOVERY NOTE BY US POWER SQUADRON 2003 (AES)
 OA0787'FISHERMANS WHARF HAS BEEN REBUILT AND EXPANDED AND NEW JETTY ROCK
 OA0787'PLACED. MAY HAVE COVERED THIS MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0074 ***********************************************************************
 OA0074  TIDAL BM    -  This is a Tidal Bench Mark.
 OA0074  DESIGNATION -  943 1647 TIDAL 1
 OA0074  PID         -  OA0074
 OA0074  STATE/COUNTY-  OR/CURRY
 OA0074  USGS QUAD   -  PORT ORFORD (1996)
 OA0074
 OA0074                         *CURRENT SURVEY CONTROL
 OA0074  ___________________________________________________________________
 OA0074* NAD 83(1986)-  42 44 28.     (N)    124 29 54.     (W)     SCALED    
 OA0074* NAVD 88     -         5.851  (meters)      19.20   (feet)  ADJUSTED  
 OA0074  ___________________________________________________________________
 OA0074  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 OA0074  DYNAMIC HT  -           5.850 (meters)      19.19  (feet)  COMP
 OA0074  MODELED GRAV-     980,413.6   (mgal)                       NAVD 88
 OA0074
 OA0074  VERT ORDER  -  FIRST     CLASS II
 OA0074
 OA0074.The horizontal coordinates were scaled from a topographic map and have
 OA0074.an estimated accuracy of +/- 6 seconds.
 OA0074
 OA0074.The orthometric height was determined by differential leveling
 OA0074.and adjusted in June 1991.
 OA0074
 OA0074.This Tidal Bench Mark is designated as VM 1036
 OA0074.by the Center for Operational Oceanographic Products and Services.
 OA0074
 OA0074.The geoid height was determined by GEOID03.
 OA0074
 OA0074.The dynamic height is computed by dividing the NAVD 88
 OA0074.geopotential number by the normal gravity value computed on the
 OA0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0074.degrees latitude (g = 980.6199 gals.).
 OA0074
 OA0074.The modeled gravity was interpolated from observed gravity values.
 OA0074
 OA0074;                    North         East    Units  Estimated Accuracy
 OA0074;SPC OR S     -   127,170.    1,172,760.      MT  (+/- 180 meters Scaled)
 OA0074
 OA0074                          SUPERSEDED SURVEY CONTROL
 OA0074
 OA0074  NGVD 29 (??/??/92)    4.752  (m)           15.59   (f) ADJ UNCH    1 2
 OA0074
 OA0074.Superseded values are not recommended for survey control.
 OA0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0074.See file dsdata.txt to determine how the superseded data were derived.
 OA0074
 OA0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN773331(NAD 83)
 OA0074_MARKER: DB = BENCH MARK DISK
 OA0074_SETTING: 66 = SET IN ROCK OUTCROP
 OA0074_SP_SET: ROCK
 OA0074_STAMPING: 1 1924
 OA0074_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OA0074+STABILITY: POSITION/ELEVATION WELL
 OA0074
 OA0074  HISTORY     - Date     Condition        Report By
 OA0074  HISTORY     - 1924     MONUMENTED       CGS
 OA0074  HISTORY     - 1946     GOOD             NGS
 OA0074  HISTORY     - 1982     MARK NOT FOUND   USGS
 OA0074  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 OA0074  HISTORY     - 1985     GOOD             USPSQD
 OA0074  HISTORY     - 1985     GOOD             USPSQD
 OA0074  HISTORY     - 1988     MARK NOT FOUND   NGS
 OA0074  HISTORY     - 20030711 MARK NOT FOUND   USPSQD
 OA0074
 OA0074                          STATION DESCRIPTION
 OA0074
 OA0074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 OA0074'IN PORT ORFORD.
 OA0074'AT PORT ORFORD, CURRY COUNTY, 8 FEET EAST OF THE EAST END OF A DOCK,
 OA0074'IN THE TOP OF A PROMINENT ROCK PROJECTION, AND ABOUT 3 FEET LOWER THAN
 OA0074'THE DOCK.  A STANDARD DISK, STAMPED 1 1924.
 OA0074
 OA0074                          STATION RECOVERY (1982)
 OA0074
 OA0074'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 OA0074'MARK NOT FOUND.
 OA0074
 OA0074                          STATION RECOVERY (1984)
 OA0074
 OA0074'RECOVERY NOTE BY US POWER SQUADRON 1984
 OA0074'MARK NOT FOUND.
 OA0074
 OA0074                          STATION RECOVERY (1985)
 OA0074
 OA0074'RECOVERY NOTE BY US POWER SQUADRON 1985
 OA0074'LOCATED IN THE TOP OF A LARGE ROCK UNDER THE EAST EDGE OF THE DOCK.
 OA0074'ABOUT 6 FEET UNDER ROADWAY.
 OA0074
 OA0074                          STATION RECOVERY (1985)
 OA0074
 OA0074'RECOVERY NOTE BY US POWER SQUADRON 1985
 OA0074'LOCATED IN THE TOP OF A LARGE ROCK UNDER THE EAST EDGE OF THE DOCK.
 OA0074'ABOUT 6 FEET UNDER ROADWAY.
 OA0074
 OA0074                          STATION RECOVERY (1988)
 OA0074
 OA0074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 OA0074'MARK NOT FOUND.
 OA0074
 OA0074                          STATION RECOVERY (2003)
 OA0074
 OA0074'RECOVERY NOTE BY US POWER SQUADRON 2003 (AES)
 OA0074'MARK WAS UNDER OLD WOODEN DOCK WHICH HAS BEEN REPLACED BY FILL AND
 OA0074'CONCRETE DOCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0071 ***********************************************************************
 OA0071  DESIGNATION -  943 1647 TIDAL 4 RESET
 OA0071  PID         -  OA0071
 OA0071  STATE/COUNTY-  OR/CURRY
 OA0071  USGS QUAD   -  PORT ORFORD (1996)
 OA0071
 OA0071                         *CURRENT SURVEY CONTROL
 OA0071  ___________________________________________________________________
 OA0071* NAD 83(1986)-  42 44 34.     (N)    124 29 45.     (W)     SCALED    
 OA0071* NAVD 88     -        24.423  (meters)      80.13   (feet)  ADJUSTED  
 OA0071  ___________________________________________________________________
 OA0071  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 OA0071  DYNAMIC HT  -          24.418 (meters)      80.11  (feet)  COMP
 OA0071  MODELED GRAV-     980,413.1   (mgal)                       NAVD 88
 OA0071
 OA0071  VERT ORDER  -  FIRST     CLASS II
 OA0071
 OA0071.The horizontal coordinates were scaled from a topographic map and have
 OA0071.an estimated accuracy of +/- 6 seconds.
 OA0071
 OA0071.The orthometric height was determined by differential leveling
 OA0071.and adjusted in June 1991.
 OA0071
 OA0071.The geoid height was determined by GEOID03.
 OA0071
 OA0071.The dynamic height is computed by dividing the NAVD 88
 OA0071.geopotential number by the normal gravity value computed on the
 OA0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0071.degrees latitude (g = 980.6199 gals.).
 OA0071
 OA0071.The modeled gravity was interpolated from observed gravity values.
 OA0071
 OA0071;                    North         East    Units  Estimated Accuracy
 OA0071;SPC OR S     -   127,340.    1,172,970.      MT  (+/- 180 meters Scaled)
 OA0071
 OA0071                          SUPERSEDED SURVEY CONTROL
 OA0071
 OA0071.No superseded survey control is available for this station.
 OA0071
 OA0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN775333(NAD 83)
 OA0071_MARKER: DJ = TIDAL STATION DISK
 OA0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA0071_SP_SET: CONCRETE POST
 OA0071_STAMPING: TIDAL 4 RESET 1976
 OA0071_MARK LOGO: NGS   
 OA0071_PROJECTION: FLUSH
 OA0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0071+STABILITY: SURFACE MOTION
 OA0071_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OA0071+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2003
 OA0071
 OA0071  HISTORY     - Date     Condition        Report By
 OA0071  HISTORY     - 1976     MONUMENTED       NGS
 OA0071  HISTORY     - 1988     GOOD             NGS
 OA0071  HISTORY     - 20030711 GOOD             USPSQD
 OA0071
 OA0071                          STATION DESCRIPTION
 OA0071
 OA0071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 OA0071'IN PORT ORFORD.
 OA0071'REACHED FROM THE PORT ORFORD POST OFFICE BY GOING WEST ON 7TH STRET
 OA0071'FOR 0.05 MILE TO WASHINGTON AVENUE, TURN LEFT, AND GO SOUTH ON
 OA0071'WASHINGTON AVENUE FOR 0.1 MILE TO A CROSS STREET, AND THE BENCH MARK
 OA0071'ON THE RIGHT, 0.1 MILE EAST OF THE NEPTUNE MOTEL, 77 FEET WEST OF THE
 OA0071'CENTER OF WASHINGTON AVENUE, 37 FEET WEST OF A POWER POLE WITH A
 OA0071'TRANSFORMER, 31 FEET NORTH, AND 2 FEET HIGHER THAN THE STREET WEST TO
 OA0071'THE NEPTUNE MOTEL, 1 FOOT EAST OF A METAL WITNESS POST, AND UNDER THE
 OA0071'POWER LINE SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 OA0071'2-INCHES.
 OA0071
 OA0071                          STATION RECOVERY (1988)
 OA0071
 OA0071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 OA0071'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN PORT
 OA0071'ORFORD, AT THE INTERSECTION OF HARBOR DRIVE AND 5TH STREET, 23.1 M
 OA0071'(75.8 FT) WEST OF THE CENTER OF THE DRIVE, 15.8 M (51.8 FT) SOUTHEAST
 OA0071'OF THE SOUTHEAST CORNER OF A HOUSE, 9.3 M (30.5 FT) NORTH OF THE
 OA0071'CENTER OF THE STREET, AND 8.6 M (28.2 FT) EAST OF THE CENTER OF A
 OA0071'DRIVEWAY.
 OA0071'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 OA0071'THE MARK IS 0.6 M ABOVE THE STREET.
 OA0071
 OA0071                          STATION RECOVERY (2003)
 OA0071
 OA0071'RECOVERY NOTE BY US POWER SQUADRON 2003 (AES)
 OA0071'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0072 ***********************************************************************
 OA0072  DESIGNATION -  943 1647 TIDAL 5
 OA0072  PID         -  OA0072
 OA0072  STATE/COUNTY-  OR/CURRY
 OA0072  USGS QUAD   -  PORT ORFORD (1996)
 OA0072
 OA0072                         *CURRENT SURVEY CONTROL
 OA0072  ___________________________________________________________________
 OA0072* NAD 83(1986)-  42 44 30.     (N)    124 29 56.     (W)     SCALED    
 OA0072* NAVD 88     -        17.037  (meters)      55.90   (feet)  ADJUSTED  
 OA0072  ___________________________________________________________________
 OA0072  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 OA0072  DYNAMIC HT  -          17.033 (meters)      55.88  (feet)  COMP
 OA0072  MODELED GRAV-     980,413.7   (mgal)                       NAVD 88
 OA0072
 OA0072  VERT ORDER  -  FIRST     CLASS II
 OA0072
 OA0072.The horizontal coordinates were scaled from a topographic map and have
 OA0072.an estimated accuracy of +/- 6 seconds.
 OA0072
 OA0072.The orthometric height was determined by differential leveling
 OA0072.and adjusted in June 1991.
 OA0072
 OA0072.The geoid height was determined by GEOID03.
 OA0072
 OA0072.The dynamic height is computed by dividing the NAVD 88
 OA0072.geopotential number by the normal gravity value computed on the
 OA0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0072.degrees latitude (g = 980.6199 gals.).
 OA0072
 OA0072.The modeled gravity was interpolated from observed gravity values.
 OA0072
 OA0072;                    North         East    Units  Estimated Accuracy
 OA0072;SPC OR S     -   127,230.    1,172,710.      MT  (+/- 180 meters Scaled)
 OA0072
 OA0072                          SUPERSEDED SURVEY CONTROL
 OA0072
 OA0072  NGVD 29 (??/??/92)   15.938  (m)           52.29   (f) ADJ UNCH    1 2
 OA0072
 OA0072.Superseded values are not recommended for survey control.
 OA0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0072.See file dsdata.txt to determine how the superseded data were derived.
 OA0072
 OA0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN773332(NAD 83)
 OA0072_MARKER: DB = BENCH MARK DISK
 OA0072_SETTING: 66 = SET IN ROCK OUTCROP
 OA0072_SP_SET: ROCK
 OA0072_STAMPING: 5 1933
 OA0072_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OA0072+STABILITY: POSITION/ELEVATION WELL
 OA0072
 OA0072  HISTORY     - Date     Condition        Report By
 OA0072  HISTORY     - 1933     MONUMENTED       CGS
 OA0072  HISTORY     - 1976     GOOD             NGS
 OA0072  HISTORY     - 1982     GOOD             USGS
 OA0072  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 OA0072  HISTORY     - 1988     MARK NOT FOUND   NGS
 OA0072  HISTORY     - 20030711 MARK NOT FOUND   USPSQD
 OA0072
 OA0072                          STATION DESCRIPTION
 OA0072
 OA0072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 OA0072'IN PORT ORFORD.
 OA0072'REACHED FROM THE PORT ORFORD POST OFFICE BY GOING WEST ON 7TH STREET
 OA0072'FOR 0.05 MILE TO WASHINGTON AVENUE, TURN LEFT, AND GO SOUTH ON
 OA0072'WASHINGTON AVENUE, AND SOUTHWEST ON THE MACADAM ROAD TOWARD THE FISH
 OA0072'CANNERY FOR 0.3 MILE TO THE MARK ON THE RIGHT, 400 FEET NORTHEAST OF
 OA0072'THE FISH CANNERY, 80 FEET NORTHWEST, AND 35 FEET HIGHER THAN THE
 OA0072'MACADAM ROAD, 36 FEET NORTHWEST OF AN OLD ABANDONED ROAD, 6 FEET WEST
 OA0072'OF A METAL WITNESS POST, AND 1 FOOT NORTHWEST OF A PASTURE FENCE
 OA0072'CEMENTED IN A DRILL HOLE IN THE SOUTHERN PORTION OF A LARGE ROCK
 OA0072'FORMATION.
 OA0072
 OA0072                          STATION RECOVERY (1982)
 OA0072
 OA0072'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 OA0072'0.05 MILES NORTH ALONG CENTER ST. FROM POST OFFICE AT BROOKINGS, AT
 OA0072'SOUTHEAST CORNER OF CENTER ST. AND PARKING AREA (OLD US 101
 OA0072'ALIIGNMENT), AT NORTHWEST CORNER OF CENTER CENTRAL BUILDING, 31 FT.
 OA0072'EAST OF CENTERLINE OF CENTER ST., 5 FT. SOUTH OF TELEPHONE POLE WITH
 OA0072'STREET LIGHT, SET IN CONCRETE POST LEANING AT 45-DEGREES WEST
 OA0072'STANDARD USC AND GS TABLET STAMPED '5 1933'.
 OA0072
 OA0072                          STATION RECOVERY (1984)
 OA0072
 OA0072'RECOVERY NOTE BY US POWER SQUADRON 1984
 OA0072'MARK NOT FOUND.
 OA0072
 OA0072                          STATION RECOVERY (1988)
 OA0072
 OA0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 OA0072'MARK NOT FOUND.
 OA0072
 OA0072                          STATION RECOVERY (2003)
 OA0072
 OA0072'RECOVERY NOTE BY US POWER SQUADRON 2003 (AES)
 OA0072'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0075 ***********************************************************************
 OA0075  TIDAL BM    -  This is a Tidal Bench Mark.
 OA0075  DESIGNATION -  943 1647 TIDAL 6
 OA0075  PID         -  OA0075
 OA0075  STATE/COUNTY-  OR/CURRY
 OA0075  USGS QUAD   -  PORT ORFORD (1996)
 OA0075
 OA0075                         *CURRENT SURVEY CONTROL
 OA0075  ___________________________________________________________________
 OA0075* NAD 83(1986)-  42 44 27.     (N)    124 29 54.     (W)     SCALED    
 OA0075* NAVD 88     -         5.081  (meters)      16.67   (feet)  ADJUSTED  
 OA0075  ___________________________________________________________________
 OA0075  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 OA0075  DYNAMIC HT  -           5.080 (meters)      16.67  (feet)  COMP
 OA0075  MODELED GRAV-     980,413.5   (mgal)                       NAVD 88
 OA0075
 OA0075  VERT ORDER  -  FIRST     CLASS II
 OA0075
 OA0075.The horizontal coordinates were scaled from a topographic map and have
 OA0075.an estimated accuracy of +/- 6 seconds.
 OA0075
 OA0075.The orthometric height was determined by differential leveling
 OA0075.and adjusted in June 1991.
 OA0075
 OA0075.This Tidal Bench Mark is designated as VM 1035
 OA0075.by the Center for Operational Oceanographic Products and Services.
 OA0075
 OA0075.The geoid height was determined by GEOID03.
 OA0075
 OA0075.The dynamic height is computed by dividing the NAVD 88
 OA0075.geopotential number by the normal gravity value computed on the
 OA0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0075.degrees latitude (g = 980.6199 gals.).
 OA0075
 OA0075.The modeled gravity was interpolated from observed gravity values.
 OA0075
 OA0075;                    North         East    Units  Estimated Accuracy
 OA0075;SPC OR S     -   127,140.    1,172,760.      MT  (+/- 180 meters Scaled)
 OA0075
 OA0075                          SUPERSEDED SURVEY CONTROL
 OA0075
 OA0075  NGVD 29 (12/02/92)    3.982  (m)           13.06   (f) ADJUSTED    1 2
 OA0075
 OA0075.Superseded values are not recommended for survey control.
 OA0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0075.See file dsdata.txt to determine how the superseded data were derived.
 OA0075
 OA0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN773331(NAD 83)
 OA0075_MARKER: DJ = TIDAL STATION DISK
 OA0075_SETTING: 66 = SET IN ROCK OUTCROP
 OA0075_SP_SET: BEDROCK
 OA0075_STAMPING: NO 6 1937
 OA0075_MARK LOGO: CGS   
 OA0075_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OA0075+STABILITY: POSITION/ELEVATION WELL
 OA0075_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OA0075+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2003
 OA0075
 OA0075  HISTORY     - Date     Condition        Report By
 OA0075  HISTORY     - 1937     MONUMENTED       CGS
 OA0075  HISTORY     - 1976     GOOD             NGS
 OA0075  HISTORY     - 1985     GOOD             USPSQD
 OA0075  HISTORY     - 1985     GOOD             USPSQD
 OA0075  HISTORY     - 1988     GOOD             NGS
 OA0075  HISTORY     - 20030711 GOOD             USPSQD
 OA0075
 OA0075                          STATION DESCRIPTION
 OA0075
 OA0075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 OA0075'IN PORT ORFORD.
 OA0075'REACHED FROM THE PORT ORFORD POST OFFICE BY GOING WEST ON 7TH STREET
 OA0075'FOR 0.05 MILE TO WASHINGTON AVENUE, TURN LEFT, AND GO SOUTH ON
 OA0075'WASHINGTON AVENUE, AND SOUTHWEST ON THE MACADAM ROAD FOR 0.35 MILE TO
 OA0075'THE FISH CANNERY, AND THE BENCH MARK, 120 FEET NORTH OF THE DOCK, 25
 OA0075'FEET NORTH OF A HIGHER ROCK PROJECTION, AND 11 FEET SOUTHEAST OF THE
 OA0075'SOUTHEAST CORNER OF THE FISH CANNERY.  A STANDARD DISK CEMENTED IN A
 OA0075'DRILL HOLE IN A MASSIVE BEDROCK, 12 FEET EAST OF TIDAL 8 1972.
 OA0075
 OA0075                          STATION RECOVERY (1985)
 OA0075
 OA0075'RECOVERY NOTE BY US POWER SQUADRON 1985
 OA0075'AT PORT ORFORD, CURRY COUNTY) ABOUT 120 FEET NORTH OF A DOCK, JUST
 OA0075'NORTH OF A PROMINENT PINNACLE ROCK, 10.2 FEET EAST OF THE SOUTHEASAT
 OA0075'CORNER OF THE CONCRETE FOUNDATION OF A LARGE (BLUE) BUILDING AND IN
 OA0075'THE TOP OF A LARGE SOLID BOULDER SETTING OUT FROM THE CORNER OF THE
 OA0075'FOUNDATION. ABOUT 8' ABOVE THE DAND. WALKWAY NO LONGER EXISTS.
 OA0075
 OA0075                          STATION RECOVERY (1985)
 OA0075
 OA0075'RECOVERY NOTE BY US POWER SQUADRON 1985
 OA0075'AT PORT ORFORD, CURRY COUNTY) ABOUT 120 FEET NORTH OF A DOCK, JUST
 OA0075'NORTH OF A PROMINENT PINNACLE ROCK, 10.2 FEET EAST OF THE SOUTHEAST
 OA0075'CORNER OF THE CONCRETE FOUNDATION OF A LARGE (BLUE) BUILDING AND IN
 OA0075'THE TOP OF A LARGE SOLID BOULDER SETTING OUT FROM THE CORNER OF THE
 OA0075'FOUNDATION. ABOUT 8' ABOVE THE DAND. WALKWAY NO LONGER EXISTS.
 OA0075
 OA0075                          STATION RECOVERY (1988)
 OA0075
 OA0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 OA0075'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  0.6 KM
 OA0075'(0.35 MI) SOUTHWESTERLY ALONG HARBOR DRIVE FROM THE JUNCTION OF U.S.
 OA0075'HIGHWAY 101 IN PORT ORFORD, NEAR THE CENTER OF THE NORTHWESTERN 1/3
 OA0075'OF A 24 BY 27 FOOT AREA OF OUTCROPPING BEDROCK, 50.6 M (166.0 FT)
 OA0075'NORTHEAST OF THE CENTER OF THE DRIVE, 24.7 M (81.0 FT) NORTH OF THE
 OA0075'NORTH CORNER OF A REST ROOM, 3.3 M (10.8 FT) EAST OF THE EAST CORNER
 OA0075'OF THE PREMIUM PACIFIC SEAFOOD COMPANY, AND 1.7 M (5.6 FT) SOUTHEAST
 OA0075'OF THE NORTHWEST END OF THE OUTCROP.
 OA0075'THE MARK IS 0.9 M BELOW THE DRIVE.
 OA0075
 OA0075                          STATION RECOVERY (2003)
 OA0075
 OA0075'RECOVERY NOTE BY US POWER SQUADRON 2003 (AES)
 OA0075'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0076 ***********************************************************************
 OA0076  DESIGNATION -  943 1647 TIDAL 7
 OA0076  PID         -  OA0076
 OA0076  STATE/COUNTY-  OR/CURRY
 OA0076  USGS QUAD   -  PORT ORFORD (1996)
 OA0076
 OA0076                         *CURRENT SURVEY CONTROL
 OA0076  ___________________________________________________________________
 OA0076* NAD 83(1986)-  42 44 26.     (N)    124 29 53.     (W)     SCALED    
 OA0076* NAVD 88     -         4.082  (meters)      13.39   (feet)  ADJUSTED  
 OA0076  ___________________________________________________________________
 OA0076  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 OA0076  DYNAMIC HT  -           4.081 (meters)      13.39  (feet)  COMP
 OA0076  MODELED GRAV-     980,413.5   (mgal)                       NAVD 88
 OA0076
 OA0076  VERT ORDER  -  FIRST     CLASS II
 OA0076
 OA0076.The horizontal coordinates were scaled from a topographic map and have
 OA0076.an estimated accuracy of +/- 6 seconds.
 OA0076
 OA0076.The orthometric height was determined by differential leveling
 OA0076.and adjusted in June 1991.
 OA0076
 OA0076.The geoid height was determined by GEOID03.
 OA0076
 OA0076.The dynamic height is computed by dividing the NAVD 88
 OA0076.geopotential number by the normal gravity value computed on the
 OA0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0076.degrees latitude (g = 980.6199 gals.).
 OA0076
 OA0076.The modeled gravity was interpolated from observed gravity values.
 OA0076
 OA0076;                    North         East    Units  Estimated Accuracy
 OA0076;SPC OR S     -   127,100.    1,172,780.      MT  (+/- 180 meters Scaled)
 OA0076
 OA0076                          SUPERSEDED SURVEY CONTROL
 OA0076
 OA0076  NGVD 29 (??/??/92)    2.983  (m)            9.79   (f) ADJ UNCH    1 2
 OA0076
 OA0076.Superseded values are not recommended for survey control.
 OA0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0076.See file dsdata.txt to determine how the superseded data were derived.
 OA0076
 OA0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN773330(NAD 83)
 OA0076_MARKER: DB = BENCH MARK DISK
 OA0076_SETTING: 80 = SET IN A BOULDER
 OA0076_SP_SET: BOULDER
 OA0076_STAMPING: 7 1937
 OA0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0076+STABILITY: SURFACE MOTION
 OA0076
 OA0076  HISTORY     - Date     Condition        Report By
 OA0076  HISTORY     - 1937     MONUMENTED       CGS
 OA0076  HISTORY     - 1946     GOOD             NGS
 OA0076  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 OA0076  HISTORY     - 1988     MARK NOT FOUND   NGS
 OA0076  HISTORY     - 20030711 MARK NOT FOUND   USPSQD
 OA0076
 OA0076                          STATION DESCRIPTION
 OA0076
 OA0076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 OA0076'IN PORT ORFORD.
 OA0076'AT PORT ORFORD, CURRY COUNTY, IN A BIGHT EAST OF A DOCK, 217 FEET EAST
 OA0076'OF THE NORTHEAST CORNER OF AN OLD CONCRETE FOUNDATION, 60 FEET WEST OF
 OA0076'A LARGE ROCK, 40 FEET WEST OF ANOTHER LARGE ROCK, 20 FEET SOUTH OF THE
 OA0076'HIGH-WATER LINE, AND IN THE TOP OF A BOULDER PROJECTING ABOUT 8 FEET
 OA0076'ABOVE GROUND.
 OA0076
 OA0076                          STATION RECOVERY (1985)
 OA0076
 OA0076'RECOVERY NOTE BY US POWER SQUADRON 1985
 OA0076'MARK NOT FOUND.
 OA0076
 OA0076                          STATION RECOVERY (1988)
 OA0076
 OA0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 OA0076'MARK NOT FOUND.
 OA0076
 OA0076                          STATION RECOVERY (2003)
 OA0076
 OA0076'RECOVERY NOTE BY US POWER SQUADRON 2003 (AES)
 OA0076'BELIEVE THIS MARK HAS BEEN COVERED WITH SAND DREDGE SPOILS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0785 ***********************************************************************
 OA0785  TIDAL BM    -  This is a Tidal Bench Mark.
 OA0785  DESIGNATION -  943 1647 TIDAL 9
 OA0785  PID         -  OA0785
 OA0785  STATE/COUNTY-  OR/CURRY
 OA0785  USGS QUAD   -  PORT ORFORD (1996)
 OA0785
 OA0785                         *CURRENT SURVEY CONTROL
 OA0785  ___________________________________________________________________
 OA0785* NAD 83(1986)-  42 44 23.     (N)    124 30 02.     (W)     SCALED    
 OA0785* NAVD 88     -         8.315  (meters)      27.28   (feet)  ADJUSTED  
 OA0785  ___________________________________________________________________
 OA0785  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 OA0785  DYNAMIC HT  -           8.314 (meters)      27.28  (feet)  COMP
 OA0785  MODELED GRAV-     980,413.9   (mgal)                       NAVD 88
 OA0785
 OA0785  VERT ORDER  -  FIRST     CLASS II
 OA0785
 OA0785.The horizontal coordinates were scaled from a topographic map and have
 OA0785.an estimated accuracy of +/- 6 seconds.
 OA0785
 OA0785.The orthometric height was determined by differential leveling
 OA0785.and adjusted in June 1991.
 OA0785
 OA0785.This Tidal Bench Mark is designated as VM 1037
 OA0785.by the Center for Operational Oceanographic Products and Services.
 OA0785
 OA0785.The geoid height was determined by GEOID03.
 OA0785
 OA0785.The dynamic height is computed by dividing the NAVD 88
 OA0785.geopotential number by the normal gravity value computed on the
 OA0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0785.degrees latitude (g = 980.6199 gals.).
 OA0785
 OA0785.The modeled gravity was interpolated from observed gravity values.
 OA0785
 OA0785;                    North         East    Units  Estimated Accuracy
 OA0785;SPC OR S     -   127,020.    1,172,570.      MT  (+/- 180 meters Scaled)
 OA0785
 OA0785                          SUPERSEDED SURVEY CONTROL
 OA0785
 OA0785.No superseded survey control is available for this station.
 OA0785
 OA0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN771330(NAD 83)
 OA0785_MARKER: DJ = TIDAL STATION DISK
 OA0785_SETTING: 66 = SET IN ROCK OUTCROP
 OA0785_SP_SET: BEDROCK
 OA0785_STAMPING: NO 9 1974
 OA0785_MARK LOGO: NGS   
 OA0785_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OA0785+STABILITY: POSITION/ELEVATION WELL
 OA0785_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OA0785+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2003
 OA0785
 OA0785  HISTORY     - Date     Condition        Report By
 OA0785  HISTORY     - 1974     MONUMENTED       NGS
 OA0785  HISTORY     - 1988     GOOD             NGS
 OA0785  HISTORY     - 20030711 GOOD             USPSQD
 OA0785
 OA0785                          STATION DESCRIPTION
 OA0785
 OA0785'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 OA0785'0.7 KM (0.45 MI) SW FROM PORT ORFORD.
 OA0785'0.7 KM (0.45 MI) SOUTHWESTERLY ALONG HARBOR DRIVE FROM THE JUNCTION OF
 OA0785'U.S. HIGHWAY 101 IN PORT ORFORD, AT THE SOUTHEAST BASE OF A LARGE
 OA0785'VERTICAL AREA OF OUTCROPPING BEDROCK, 38.1 M (125.0 FT) SOUTHWEST OF
 OA0785'THE SOUTHWEST CORNER OF THE DOCK SNACK BAR, 29.9 M (98.1 FT)
 OA0785'SOUTHWEST OF THE CENTER OF THE DRIVE, 20.2 M (66.3 FT)
 OA0785'SOUTH-SOUTHWEST OF THE SOUTH CORNER OF A BLOCK BUILDING, AND 7.9 M
 OA0785'(25.9 FT) NORTHWEST OF BENCH MARK 1647 G TIDAL.
 OA0785'THE MARK IS 1.0 M ABOVE THE DRIVE.
 OA0785
 OA0785                          STATION RECOVERY (2003)
 OA0785
 OA0785'RECOVERY NOTE BY US POWER SQUADRON 2003 (AES)
 OA0785'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0784 ***********************************************************************
 OA0784  TIDAL BM    -  This is a Tidal Bench Mark.
 OA0784  DESIGNATION -  943 1647 TIDAL BAD DAY
 OA0784  PID         -  OA0784
 OA0784  STATE/COUNTY-  OR/CURRY
 OA0784  USGS QUAD   -  PORT ORFORD (1996)
 OA0784
 OA0784                         *CURRENT SURVEY CONTROL
 OA0784  ___________________________________________________________________
 OA0784* NAD 83(1986)-  42 44 29.     (N)    124 29 57.     (W)     SCALED    
 OA0784* NAVD 88     -        12.406  (meters)      40.70   (feet)  ADJUSTED  
 OA0784  ___________________________________________________________________
 OA0784  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 OA0784  DYNAMIC HT  -          12.404 (meters)      40.70  (feet)  COMP
 OA0784  MODELED GRAV-     980,413.8   (mgal)                       NAVD 88
 OA0784
 OA0784  VERT ORDER  -  FIRST     CLASS II
 OA0784
 OA0784.The horizontal coordinates were scaled from a topographic map and have
 OA0784.an estimated accuracy of +/- 6 seconds.
 OA0784
 OA0784.The orthometric height was determined by differential leveling
 OA0784.and adjusted in June 1991.
 OA0784
 OA0784.This Tidal Bench Mark is designated as VM 1045
 OA0784.by the Center for Operational Oceanographic Products and Services.
 OA0784
 OA0784.The geoid height was determined by GEOID03.
 OA0784
 OA0784.The dynamic height is computed by dividing the NAVD 88
 OA0784.geopotential number by the normal gravity value computed on the
 OA0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0784.degrees latitude (g = 980.6199 gals.).
 OA0784
 OA0784.The modeled gravity was interpolated from observed gravity values.
 OA0784
 OA0784;                    North         East    Units  Estimated Accuracy
 OA0784;SPC OR S     -   127,200.    1,172,690.      MT  (+/- 180 meters Scaled)
 OA0784
 OA0784                          SUPERSEDED SURVEY CONTROL
 OA0784
 OA0784.No superseded survey control is available for this station.
 OA0784
 OA0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN772331(NAD 83)
 OA0784_MARKER: P = PIPE CAP
 OA0784_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OA0784_SP_SET: SHALLOW-SET PIPE
 OA0784_STAMPING: BAD DAY 1975
 OA0784_MARK LOGO: USE   
 OA0784_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OA0784
 OA0784  HISTORY     - Date     Condition        Report By
 OA0784  HISTORY     - 1975     MONUMENTED       USE
 OA0784  HISTORY     - 1988     GOOD             NGS
 OA0784
 OA0784                          STATION DESCRIPTION
 OA0784
 OA0784'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 OA0784'0.5 KM (0.30 MI) SW FROM PORT ORFORD.
 OA0784'0.5 KM (0.30 MI) SOUTHWESTERLY ALONG HARBOR DRIVE FROM THE JUNCTION OF
 OA0784'U.S. HIGHWAY 101 IN PORT ORFORD, 59.6 M (195.5 FT) NORTHEAST OF THE
 OA0784'INTERSECTION OF HARDOR DRIVE AND A HIKEING TRAIL, 44.1 M (144.7 FT)
 OA0784'SOUTHWEST OF BENCH MARK 1647 L TIDAL, 10.3 M (33.8 FT) NORTHWEST OF
 OA0784'THE CENTER OF THE DRIVE, AND 2.6 M (8.5 FT) SOUTHEAST OF THE CENTER
 OA0784'OF THE TRAIL.
 OA0784'THE MARK IS 5.5 M ABOVE THE DRIVE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0790 ***********************************************************************
 OA0790  CBN         -  This is a Cooperative Base Network Control Station.
 OA0790  TIDAL BM    -  This is a Tidal Bench Mark.
 OA0790  DESIGNATION -  943 1647 TIDAL LEAD
 OA0790  PID         -  OA0790
 OA0790  STATE/COUNTY-  OR/CURRY
 OA0790  USGS QUAD   -  PORT ORFORD (1996)
 OA0790
 OA0790                         *CURRENT SURVEY CONTROL
 OA0790  ___________________________________________________________________
 OA0790* NAD 83(2007)-  42 44 20.21428(N)    124 29 57.25477(W)     ADJUSTED  
 OA0790* NAVD 88     -         5.875  (meters)      19.27   (feet)  ADJUSTED  
 OA0790  ___________________________________________________________________
 OA0790  EPOCH DATE  -        2007.00
 OA0790  X           -  -2,657,338.213 (meters)                     COMP
 OA0790  Y           -  -3,866,561.335 (meters)                     COMP
 OA0790  Z           -   4,306,232.842 (meters)                     COMP
 OA0790  LAPLACE CORR-          11.71  (seconds)                    DEFLEC99
 OA0790  ELLIP HEIGHT-         -21.333 (meters)          (02/10/07) ADJUSTED
 OA0790  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 OA0790  DYNAMIC HT  -           5.873 (meters)      19.27  (feet)  COMP
 OA0790
 OA0790  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 OA0790  Type    PID    Designation                      North   East  Ellip
 OA0790  -------------------------------------------------------------------
 OA0790  NETWORK OA0790 943 1647 TIDAL LEAD               0.84   0.67   1.82
 OA0790  -------------------------------------------------------------------
 OA0790  MODELED GRAV-     980,413.7   (mgal)                       NAVD 88
 OA0790
 OA0790  VERT ORDER  -  FIRST     CLASS II
 OA0790
 OA0790.The horizontal coordinates were established by GPS observations
 OA0790.and adjusted by the National Geodetic Survey in February 2007.
 OA0790
 OA0790.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 OA0790.See www.ngs.noaa.gov/NationalReadjustment for more information.
 OA0790.The horizontal coordinates are valid at the epoch date displayed above.
 OA0790.The epoch date for horizontal control is a decimal equivalence
 OA0790.of Year/Month/Day.
 OA0790
 OA0790.The orthometric height was determined by differential leveling
 OA0790.and adjusted in June 1991.
 OA0790
 OA0790.This Tidal Bench Mark is designated as VM 1044
 OA0790.by the Center for Operational Oceanographic Products and Services.
 OA0790
 OA0790.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OA0790
 OA0790.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA0790
 OA0790.The ellipsoidal height was determined by GPS observations
 OA0790.and is referenced to NAD 83.
 OA0790
 OA0790.The geoid height was determined by GEOID03.
 OA0790
 OA0790.The dynamic height is computed by dividing the NAVD 88
 OA0790.geopotential number by the normal gravity value computed on the
 OA0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0790.degrees latitude (g = 980.6199 gals.).
 OA0790
 OA0790.The modeled gravity was interpolated from observed gravity values.
 OA0790
 OA0790;                    North         East     Units Scale Factor Converg.
 OA0790;SPC OR S     -   126,929.027 1,172,670.977   MT  0.99992255   -2 44 09.8
 OA0790;SPC OR S     -   416,433.82  3,847,345.73   iFT  0.99992255   -2 44 09.8
 OA0790;UTM  10      - 4,732,915.877   377,282.443   MT  0.99978528   -1 01 03.4
 OA0790
 OA0790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA0790!SPC OR S     -   1.00000335  x   0.99992255  =   0.99992590
 OA0790!UTM  10      -   1.00000335  x   0.99978528  =   0.99978862
 OA0790
 OA0790                          SUPERSEDED SURVEY CONTROL
 OA0790
 OA0790  NAD 83(1998)-  42 44 20.21025(N)    124 29 57.25713(W) AD(       ) A
 OA0790  ELLIP H (04/24/00)  -21.327  (m)                       GP(       ) 3 1
 OA0790  NAD 83(1991)-  42 44 20.20708(N)    124 29 57.25937(W) AD(       ) B
 OA0790  ELLIP H (10/13/99)  -21.207  (m)                       GP(       ) 3 1
 OA0790  NAVD 88 (10/13/99)    5.88   (m)           19.3    (f) LEVELING    3  
 OA0790
 OA0790.Superseded values are not recommended for survey control.
 OA0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0790.See file dsdata.txt to determine how the superseded data were derived.
 OA0790
 OA0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN7728232916(NAD 83)
 OA0790_MARKER: DD = SURVEY DISK
 OA0790_SETTING: 66 = SET IN ROCK OUTCROP
 OA0790_SP_SET: BEDROCK
 OA0790_STAMPING: A N.J. 3 + 16.34 = LEAD 1961 1970
 OA0790_MARK LOGO: USE   
 OA0790_MAGNETIC: N = NO MAGNETIC MATERIAL
 OA0790_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OA0790+STABILITY: POSITION/ELEVATION WELL
 OA0790_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OA0790+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2005
 OA0790
 OA0790  HISTORY     - Date     Condition        Report By
 OA0790  HISTORY     - 1964     MONUMENTED       USE
 OA0790  HISTORY     - 1988     GOOD             NGS
 OA0790  HISTORY     - 19980523 GOOD             NGS
 OA0790  HISTORY     - 20020507 GOOD             USPSQD
 OA0790  HISTORY     - 20050912 GOOD             ORBITE
 OA0790
 OA0790                          STATION DESCRIPTION
 OA0790
 OA0790'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 OA0790'0.7 KM (0.45 MI) SW FROM PORT ORFORD.
 OA0790'0.7 KM (0.45 MI) SOUTHWESTERLY ALONG HARBOR DRIVE FROM THE JUNCTION OF
 OA0790'U.S. HIGHWAY 101 IN PORT ORFORD, IN A LARGE AREA OF OUTCROPPING
 OA0790'BEDROCK ALONG THE WEST EDGE OF FISHERMAN WHARF, 31.6 M (103.7 FT)
 OA0790'NORTHEAST OF BENCH MARK 1647 K TIDAL, 28.6 M (93.8 FT) SOUTH OF THE
 OA0790'NORTHWEST CORNER OF THE WHARF, 10.8 M (35.4 FT) EAST OF BENCH MARK
 OA0790'1647 J TIDAL, AND 6.0 M (19.7 FT) WEST OF THE EXTENDED CENTER OF THE
 OA0790'DRIVE.
 OA0790
 OA0790                          STATION RECOVERY (1998)
 OA0790
 OA0790'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CLS)
 OA0790'NOTE--THE -A- IN THE STAMPING RESEMBLES A TRIANGLE.  THE STATION IS
 OA0790'LOCATED ABOUT 0.7 KM (0.45 MI) SOUTHWEST OF PORT ORFORD, IN A LARGE
 OA0790'AREA OF OUTCROPPING BEDROCK, AT THE SOUTHWEST CORNER OF THE PORT
 OA0790'ORFORD WHARF.  OWNERSHIP--OREGON STATE COASTAL ZONE MANAGEMENT.  TO
 OA0790'REACH THE STATION FROM U.S. HIGHWAY 101 (6TH STREET) AND HARBOR DRIVE
 OA0790'IN PORT ORFORD, GO SOUTH THEN WEST ON HARBOR DRIVE FOR 0.7 KM (0.45
 OA0790'MI) TO SOUTHERN END OF ASPHALT PARKING AREA AT FISHERMAN WHARF AND THE
 OA0790'STATION DUE SOUTH TOWARDS OCEAN.  THE STATION IS A U.S. ARMY CORPS OF
 OA0790'ENGINEERS SURVEY MARK DISK CEMENTED IN A DRILL HOLE IN MASSIVE OUTCROP
 OA0790'ABOUT 60 CM LOWER THAN THE PARKING AREA.  IT IS 31.4 M (103.0 FT)
 OA0790'EAST-SOUTHEAST FROM TIDAL BM 1647 K 1978, 30.45 M (99.90 FT)
 OA0790'WEST-NORTHWEST FROM A METAL PIPE SUPPORTING WARNING SIGN AT NORTHWEST
 OA0790'END OF STONE JETTY, 23.3 M (76.4 FT) SOUTHEAST FROM THE SOUTHWEST
 OA0790'CONCRETE CURB FOR THE PARKING AREA, 21.3 M (69.9 FT) SOUTH FROM THE
 OA0790'SOUTHEAST CONCRETE CURB OF PARKING AREA, AND 10.7 M (35.1 FT)
 OA0790'EAST-NORTHEAST OF TIDAL BM 1647 J 1978.
 OA0790
 OA0790                          STATION RECOVERY (2002)
 OA0790
 OA0790'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 OA0790' 
 OA0790' 
 OA0790' 
 OA0790' 
 OA0790
 OA0790                          STATION RECOVERY (2005)
 OA0790
 OA0790'RECOVERY NOTE BY ORBITECH INC 2005 (SHG)
 OA0790'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0427 ***********************************************************************
 OA0427  TIDAL BM    -  This is a Tidal Bench Mark.
 OA0427  DESIGNATION -  943 2373 TIDAL 2
 OA0427  PID         -  OA0427
 OA0427  STATE/COUNTY-  OR/COOS
 OA0427  USGS QUAD   -  BANDON (1970)
 OA0427
 OA0427                         *CURRENT SURVEY CONTROL
 OA0427  ___________________________________________________________________
 OA0427* NAD 83(1986)-  43 07 04.     (N)    124 24 54.     (W)     SCALED    
 OA0427* NAVD 88     -         4.123  (meters)      13.53   (feet)  ADJUSTED  
 OA0427  ___________________________________________________________________
 OA0427  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 OA0427  DYNAMIC HT  -           4.122 (meters)      13.52  (feet)  COMP
 OA0427  MODELED GRAV-     980,444.2   (mgal)                       NAVD 88
 OA0427
 OA0427  VERT ORDER  -  FIRST     CLASS II
 OA0427
 OA0427.The horizontal coordinates were scaled from a topographic map and have
 OA0427.an estimated accuracy of +/- 6 seconds.
 OA0427
 OA0427.The orthometric height was determined by differential leveling
 OA0427.and adjusted in June 1991.
 OA0427.WARNING-Repeat measurements at this control monument indicate possible
 OA0427.vertical movement.
 OA0427
 OA0427.This Tidal Bench Mark is designated as VM 8766
 OA0427.by the Center for Operational Oceanographic Products and Services.
 OA0427
 OA0427.The geoid height was determined by GEOID03.
 OA0427
 OA0427.The dynamic height is computed by dividing the NAVD 88
 OA0427.geopotential number by the normal gravity value computed on the
 OA0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0427.degrees latitude (g = 980.6199 gals.).
 OA0427
 OA0427.The modeled gravity was interpolated from observed gravity values.
 OA0427
 OA0427;                    North         East    Units  Estimated Accuracy
 OA0427;SPC OR S     -   168,640.    1,181,530.      MT  (+/- 180 meters Scaled)
 OA0427
 OA0427                          SUPERSEDED SURVEY CONTROL
 OA0427
 OA0427  NGVD 29 (12/02/92)    2.942  (m)            9.65   (f) ADJUSTED    1 2
 OA0427
 OA0427.Superseded values are not recommended for survey control.
 OA0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0427.See file dsdata.txt to determine how the superseded data were derived.
 OA0427
 OA0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN848748(NAD 83)
 OA0427_MARKER: DJ = TIDAL STATION DISK
 OA0427_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 OA0427_SP_SET: SIDEWALK
 OA0427_STAMPING: 2 1922
 OA0427_MARK LOGO: CGS   
 OA0427_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OA0427_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OA0427+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2006
 OA0427
 OA0427  HISTORY     - Date     Condition        Report By
 OA0427  HISTORY     - 1922     MONUMENTED       CGS
 OA0427  HISTORY     - 1948     GOOD             NGS
 OA0427  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 OA0427  HISTORY     - 1988     GOOD             NGS
 OA0427  HISTORY     - 20040721 GOOD             USPSQD
 OA0427  HISTORY     - 20060709 GOOD             USPSQD
 OA0427
 OA0427                          STATION DESCRIPTION
 OA0427
 OA0427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 OA0427'IN BANDON.
 OA0427'AT BANDON, COOS COUNTY, AT THE INTERSECTION OF SECOND STREET AND
 OA0427'ALABAMA AVENUE, AT THE NORTHWEST CORNER OF THE BANK OF BANDON
 OA0427'BUILDING, AND IN THE TOP OF THE CONCRETE SIDEWALK.  A STANDARD DISK,
 OA0427'STAMPED 2 1922.
 OA0427
 OA0427                          STATION RECOVERY (1985)
 OA0427
 OA0427'RECOVERY NOTE BY US POWER SQUADRON 1985
 OA0427'MARK NOT FOUND.
 OA0427
 OA0427                          STATION RECOVERY (1988)
 OA0427
 OA0427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 OA0427'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN BANDON,
 OA0427'AT THE INTERSECTION OF 2ND AND ALABAMA STREETS, IN A SIDEWALK AT THE
 OA0427'NORTHWEST CORNER OF THE MASONIC TEMPLE, 8.5 M (27.9 FT) SOUTH OF THE
 OA0427'CENTER OF 2ND STREET, 7.6 M (24.9 FT) WEST OF THE EXTENDED CENTER OF
 OA0427'ALABAMA STREET, AND 0.25 M (0.8 FT) NORTHEAST OF THE NORTHWEST CORNER
 OA0427'OF THE TEMPLE.
 OA0427'THE MARK IS 0.2 M ABOVE 2ND STREET.
 OA0427
 OA0427                          STATION RECOVERY (2004)
 OA0427
 OA0427'RECOVERY NOTE BY US POWER SQUADRON 2004 (AES)
 OA0427' 
 OA0427' 
 OA0427
 OA0427                          STATION RECOVERY (2006)
 OA0427
 OA0427'RECOVERY NOTE BY US POWER SQUADRON 2006 (AES)
 OA0427'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0426 ***********************************************************************
 OA0426  TIDAL BM    -  This is a Tidal Bench Mark.
 OA0426  DESIGNATION -  943 2373 TIDAL 5
 OA0426  PID         -  OA0426
 OA0426  STATE/COUNTY-  OR/COOS
 OA0426  USGS QUAD   -  BANDON (1970)
 OA0426
 OA0426                         *CURRENT SURVEY CONTROL
 OA0426  ___________________________________________________________________
 OA0426* NAD 83(1986)-  43 07 13.     (N)    124 25 03.     (W)     SCALED    
 OA0426* NAVD 88     -         6.241  (meters)      20.48   (feet)  ADJUSTED  
 OA0426  ___________________________________________________________________
 OA0426  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 OA0426  DYNAMIC HT  -           6.240 (meters)      20.47  (feet)  COMP
 OA0426  MODELED GRAV-     980,444.4   (mgal)                       NAVD 88
 OA0426
 OA0426  VERT ORDER  -  FIRST     CLASS II
 OA0426
 OA0426.The horizontal coordinates were scaled from a topographic map and have
 OA0426.an estimated accuracy of +/- 6 seconds.
 OA0426
 OA0426.The orthometric height was determined by differential leveling
 OA0426.and adjusted in June 1991.
 OA0426.WARNING-Repeat measurements at this control monument indicate possible
 OA0426.vertical movement.
 OA0426
 OA0426.This Tidal Bench Mark is designated as VM 8767
 OA0426.by the Center for Operational Oceanographic Products and Services.
 OA0426
 OA0426.The geoid height was determined by GEOID03.
 OA0426
 OA0426.The dynamic height is computed by dividing the NAVD 88
 OA0426.geopotential number by the normal gravity value computed on the
 OA0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0426.degrees latitude (g = 980.6199 gals.).
 OA0426
 OA0426.The modeled gravity was interpolated from observed gravity values.
 OA0426
 OA0426;                    North         East    Units  Estimated Accuracy
 OA0426;SPC OR S     -   168,930.    1,181,340.      MT  (+/- 180 meters Scaled)
 OA0426
 OA0426                          SUPERSEDED SURVEY CONTROL
 OA0426
 OA0426  NGVD 29 (12/02/92)    5.064  (m)           16.61   (f) ADJUSTED    1 2
 OA0426
 OA0426.Superseded values are not recommended for survey control.
 OA0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0426.See file dsdata.txt to determine how the superseded data were derived.
 OA0426
 OA0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN846751(NAD 83)
 OA0426_MARKER: DJ = TIDAL STATION DISK
 OA0426_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 OA0426_SP_SET: STEP
 OA0426_STAMPING: 5 1922
 OA0426_MARK LOGO: CGS   
 OA0426_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OA0426_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OA0426+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2006
 OA0426
 OA0426  HISTORY     - Date     Condition        Report By
 OA0426  HISTORY     - 1922     MONUMENTED       CGS
 OA0426  HISTORY     - 1948     GOOD             NGS
 OA0426  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 OA0426  HISTORY     - 1985     GOOD             USPSQD
 OA0426  HISTORY     - 1985     GOOD             USPSQD
 OA0426  HISTORY     - 1988     GOOD             NGS
 OA0426  HISTORY     - 20030711 GOOD             USPSQD
 OA0426  HISTORY     - 20060709 GOOD             USPSQD
 OA0426
 OA0426                          STATION DESCRIPTION
 OA0426
 OA0426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 OA0426'IN BANDON.
 OA0426'AT BANDON, COOS COUNTY, ON THE SOUTH SIDE OF THE WEST END OF FIRST
 OA0426'STREET, OPPOSITE THE NEW COAST GUARD STATION, AT THE FOOT OF A SERIES
 OA0426'OF STEPS LEADING TO THE OLD COAST GUARD STATION, AND SET IN THE TOP OF
 OA0426'A CONCRETE STEP.  A STANDARD DISK, STAMPED 5 1922.
 OA0426
 OA0426                          STATION RECOVERY (1984)
 OA0426
 OA0426'RECOVERY NOTE BY US POWER SQUADRON 1984
 OA0426'MARK NOT FOUND.
 OA0426
 OA0426                          STATION RECOVERY (1985)
 OA0426
 OA0426'RECOVERY NOTE BY US POWER SQUADRON 1985
 OA0426'RECOVERED IN GOOD CONDITION.
 OA0426
 OA0426                          STATION RECOVERY (1985)
 OA0426
 OA0426'RECOVERY NOTE BY US POWER SQUADRON 1985
 OA0426'RECOVERED IN GOOD CONDITION.
 OA0426
 OA0426                          STATION RECOVERY (1988)
 OA0426
 OA0426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 OA0426'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  ADD--11.7 M
 OA0426'(38.4 FT) SOUTH OF THE CENTERLINE OF FIRST STREET.
 OA0426
 OA0426                          STATION RECOVERY (2003)
 OA0426
 OA0426'RECOVERY NOTE BY US POWER SQUADRON 2003 (AES)
 OA0426'RECOVERED IN GOOD CONDITION.
 OA0426
 OA0426                          STATION RECOVERY (2006)
 OA0426
 OA0426'RECOVERY NOTE BY US POWER SQUADRON 2006 (AES)
 OA0426'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0428 ***********************************************************************
 OA0428  TIDAL BM    -  This is a Tidal Bench Mark.
 OA0428  DESIGNATION -  943 2373 TIDAL 6
 OA0428  PID         -  OA0428
 OA0428  STATE/COUNTY-  OR/COOS
 OA0428  USGS QUAD   -  BANDON (1970)
 OA0428
 OA0428                         *CURRENT SURVEY CONTROL
 OA0428  ___________________________________________________________________
 OA0428* NAD 83(1986)-  43 07 08.     (N)    124 24 42.     (W)     SCALED    
 OA0428* NAVD 88     -         4.048  (meters)      13.28   (feet)  ADJUSTED  
 OA0428  ___________________________________________________________________
 OA0428  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 OA0428  DYNAMIC HT  -           4.048 (meters)      13.28  (feet)  COMP
 OA0428  MODELED GRAV-     980,444.1   (mgal)                       NAVD 88
 OA0428
 OA0428  VERT ORDER  -  FIRST     CLASS II
 OA0428
 OA0428.The horizontal coordinates were scaled from a topographic map and have
 OA0428.an estimated accuracy of +/- 6 seconds.
 OA0428
 OA0428.The orthometric height was determined by differential leveling
 OA0428.and adjusted in June 1991.
 OA0428
 OA0428.This Tidal Bench Mark is designated as VM 8768
 OA0428.by the Center for Operational Oceanographic Products and Services.
 OA0428
 OA0428.The geoid height was determined by GEOID03.
 OA0428
 OA0428.The dynamic height is computed by dividing the NAVD 88
 OA0428.geopotential number by the normal gravity value computed on the
 OA0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0428.degrees latitude (g = 980.6199 gals.).
 OA0428
 OA0428.The modeled gravity was interpolated from observed gravity values.
 OA0428
 OA0428;                    North         East    Units  Estimated Accuracy
 OA0428;SPC OR S     -   168,750.    1,181,800.      MT  (+/- 180 meters Scaled)
 OA0428
 OA0428                          SUPERSEDED SURVEY CONTROL
 OA0428
 OA0428  NGVD 29 (12/02/92)    2.881  (m)            9.45   (f) ADJUSTED    1 2
 OA0428
 OA0428.Superseded values are not recommended for survey control.
 OA0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0428.See file dsdata.txt to determine how the superseded data were derived.
 OA0428
 OA0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN851749(NAD 83)
 OA0428_MARKER: DB = BENCH MARK DISK
 OA0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA0428_SP_SET: CONCRETE POST
 OA0428_STAMPING: 6 1933
 OA0428_MARK LOGO: CGS   
 OA0428_PROJECTION: RECESSED 12 CENTIMETERS
 OA0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0428+STABILITY: SURFACE MOTION
 OA0428_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OA0428+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2006
 OA0428
 OA0428  HISTORY     - Date     Condition        Report By
 OA0428  HISTORY     - 1933     MONUMENTED       CGS
 OA0428  HISTORY     - 1948     GOOD             NGS
 OA0428  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 OA0428  HISTORY     - 1988     GOOD             NGS
 OA0428  HISTORY     - 20040721 GOOD             USPSQD
 OA0428  HISTORY     - 20061022 GOOD             USPSQD
 OA0428
 OA0428                          STATION DESCRIPTION
 OA0428
 OA0428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 OA0428'IN BANDON.
 OA0428'AT BANDON, COOS COUNTY, IN THE SOUTHWEST CORNER OF THE INTERSECTION OF
 OA0428'SECOND STREET AND CHICAGO AVENUE, 18 FEET SOUTH OF THE SOUTH SIDE OF
 OA0428'SECOND STREET, AND 15 FEET EAST OF THE ARCADE TAVERN IN THE PARKING
 OA0428'AREA.  A STANDARD DISK, STAMPED 6 1933 AND SET IN THE TOP OF A
 OA0428'CONCRETE POST PROJECTING 2 INCHES ABOVE THE SURFACE OF THE HIGHWAY.
 OA0428
 OA0428                          STATION RECOVERY (1985)
 OA0428
 OA0428'RECOVERY NOTE BY US POWER SQUADRON 1985
 OA0428'MARK NOT FOUND.
 OA0428
 OA0428                          STATION RECOVERY (1988)
 OA0428
 OA0428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 OA0428'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN BANDON,
 OA0428'AT 230 2ND STREET, 13.0 M (42.7 FT) SOUTH OF THE CENTER OF THE
 OA0428'STREET, 12.4 M (40.7 FT) WEST OF THE CENTERLINE OF CHICAGO STREET,
 OA0428'AND 7.5 M (24.6 FT) SOUTHEAST OF THE NORTHWEST CORNER OF A BUILDING
 OA0428'AT 230 2ND STREET.
 OA0428'THE MARK IS ABOVE LEVEL WITH CHICAGO STREET.
 OA0428
 OA0428                          STATION RECOVERY (2004)
 OA0428
 OA0428'RECOVERY NOTE BY US POWER SQUADRON 2004 (AES)
 OA0428'1988 NGS DESCRIPTION IS GOOD WITH THE FOLLOWING EXCEPTION AND
 OA0428'ADDITIONS.  CHANGE NORTHWEST CORNER TO, NORTHEAST CORNER OF A BUILDING
 OA0428'( INNER GARDEN )AT 230 2ND ST. THE MARK IS IN A FLOWER BED, ABOUT 10
 OA0428'INCHES BELOW SURFACE OF THE FLOWER BED.
 OA0428
 OA0428                          STATION RECOVERY (2006)
 OA0428
 OA0428'RECOVERY NOTE BY US POWER SQUADRON 2006 (AES)
 OA0428'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0650 ***********************************************************************
 OA0650  TIDAL BM    -  This is a Tidal Bench Mark.
 OA0650  DESIGNATION -  943 2780 A TIDAL
 OA0650  PID         -  OA0650
 OA0650  STATE/COUNTY-  OR/COOS
 OA0650  USGS QUAD   -  CHARLESTON (1970)
 OA0650
 OA0650                         *CURRENT SURVEY CONTROL
 OA0650  ___________________________________________________________________
 OA0650* NAD 83(1986)-  43 20 40.     (N)    124 19 32.     (W)     SCALED    
 OA0650* NAVD 88     -         4.600  (meters)      15.09   (feet)  ADJUSTED  
 OA0650  ___________________________________________________________________
 OA0650  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 OA0650  DYNAMIC HT  -           4.599 (meters)      15.09  (feet)  COMP
 OA0650  MODELED GRAV-     980,452.4   (mgal)                       NAVD 88
 OA0650
 OA0650  VERT ORDER  -  FIRST     CLASS II
 OA0650
 OA0650.The horizontal coordinates were scaled from a topographic map and have
 OA0650.an estimated accuracy of +/- 6 seconds.
 OA0650
 OA0650.The orthometric height was determined by differential leveling
 OA0650.and adjusted in June 1991.
 OA0650
 OA0650.This Tidal Bench Mark is designated as VM 1046
 OA0650.by the Center for Operational Oceanographic Products and Services.
 OA0650
 OA0650.The geoid height was determined by GEOID03.
 OA0650
 OA0650.The dynamic height is computed by dividing the NAVD 88
 OA0650.geopotential number by the normal gravity value computed on the
 OA0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0650.degrees latitude (g = 980.6199 gals.).
 OA0650
 OA0650.The modeled gravity was interpolated from observed gravity values.
 OA0650
 OA0650;                    North         East    Units  Estimated Accuracy
 OA0650;SPC OR S     -   193,460.    1,189,950.      MT  (+/- 180 meters Scaled)
 OA0650
 OA0650                          SUPERSEDED SURVEY CONTROL
 OA0650
 OA0650.No superseded survey control is available for this station.
 OA0650
 OA0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN925999(NAD 83)
 OA0650_MARKER: DJ = TIDAL STATION DISK
 OA0650_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 OA0650_SP_SET: GALVANIZED STEEL ROD
 OA0650_STAMPING: 2780 A 1981
 OA0650_MARK LOGO: NOS   
 OA0650_PROJECTION: PROJECTING 8 CENTIMETERS
 OA0650_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OA0650_ROD/PIPE-DEPTH: 14.9 meters
 OA0650
 OA0650  HISTORY     - Date     Condition        Report By
 OA0650  HISTORY     - 1981     MONUMENTED       NOS
 OA0650  HISTORY     - 1987     GOOD             NGS
 OA0650  HISTORY     - 19940906 GOOD             USPSQD
 OA0650  HISTORY     - 20010929 MARK NOT FOUND   USPSQD
 OA0650
 OA0650                          STATION DESCRIPTION
 OA0650
 OA0650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 OA0650'IN CHARLESTON.
 OA0650'IN CHARLESTON, AT THE INTERSECTION OF GUANO ROCK BOULEVARD AND PELICAN
 OA0650'WAY, 32.2 M (105.6 FT) EAST OF THE EXTENDED CENTER OF PELICAN WAY,
 OA0650'14.6 M (47.9 FT) SOUTH OF A FIRE HYDRANT, 7.5 M (24.6 FT) SOUTH OF
 OA0650'THE CENTERLINE OF THE BOULEVARD, AND 0.7 M (2.3 FT) NORTH OF A FENCE.
 OA0650'THE MARK IS 2.2 METERS  NE FROM  A WITNESS POST
 OA0650'THE MARK IS ABOVE LEVEL WITH THE BOULEVARD.
 OA0650
 OA0650                          STATION RECOVERY (1994)
 OA0650
 OA0650'RECOVERY NOTE BY US POWER SQUADRON 1994
 OA0650'RECOVERED IN GOOD CONDITION.
 OA0650
 OA0650                          STATION RECOVERY (2001)
 OA0650
 OA0650'RECOVERY NOTE BY US POWER SQUADRON 2001 (VCR)
 OA0650'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 DH7197 ***********************************************************************
 DH7197  HT_MOD      -  This is a Height Modernization Survey Station.
 DH7197  DESIGNATION -  943 2780 B TIDAL RESET
 DH7197  PID         -  DH7197
 DH7197  STATE/COUNTY-  OR/COOS
 DH7197  USGS QUAD   -  CHARLESTON (1970)
 DH7197
 DH7197                         *CURRENT SURVEY CONTROL
 DH7197  ___________________________________________________________________
 DH7197* NAD 83(1998)-  43 20 37.93596(N)    124 19 27.22275(W)     ADJUSTED  
 DH7197* NAVD 88     -         4.47   (meters)      14.7    (feet)  GPS OBS   
 DH7197  ___________________________________________________________________
 DH7197  X           -  -2,619,651.725 (meters)                     COMP
 DH7197  Y           -  -3,836,779.626 (meters)                     COMP
 DH7197  Z           -   4,355,348.097 (meters)                     COMP
 DH7197  LAPLACE CORR-          15.28  (seconds)                    DEFLEC99
 DH7197  ELLIP HEIGHT-         -21.883 (meters)          (11/14/05) ADJUSTED
 DH7197  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 DH7197  HORZ ORDER  -  A
 DH7197  ELLP ORDER  -  FOURTH    CLASS II
 DH7197
 DH7197.The horizontal coordinates were established by GPS observations
 DH7197.and adjusted by the National Geodetic Survey in November 2005.
 DH7197
 DH7197.The orthometric height was determined by GPS observations and a
 DH7197.high-resolution geoid model.
 DH7197.The orthometric height was determined by GPS observations and a
 DH7197.high-resolution geoid model using precise GPS observation and
 DH7197.processing techniques.
 DH7197
 DH7197.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH7197
 DH7197.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH7197
 DH7197.The ellipsoidal height was determined by GPS observations
 DH7197.and is referenced to NAD 83.
 DH7197
 DH7197.The geoid height was determined by GEOID03.
 DH7197
 DH7197;                    North         East     Units Scale Factor Converg.
 DH7197;SPC OR S     -   193,386.310 1,190,052.263   MT  0.99989927   -2 36 58.8
 DH7197;SPC OR S     -   634,469.52  3,904,370.94   iFT  0.99989927   -2 36 58.8
 DH7197;UTM  10      - 4,799,853.667   392,667.606   MT  0.99974171   -0 54 32.4
 DH7197
 DH7197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7197!SPC OR S     -   1.00000343  x   0.99989927  =   0.99990270
 DH7197!UTM  10      -   1.00000343  x   0.99974171  =   0.99974514
 DH7197
 DH7197:                Primary Azimuth Mark                     Grid Az
 DH7197:SPC OR S     -  943 2780 TIDAL 10                        317 22 41.0
 DH7197:UTM  10      -  943 2780 TIDAL 10                        315 40 14.6
 DH7197
 DH7197|---------------------------------------------------------------------|
 DH7197| PID    Reference Object                     Distance      Geod. Az  |
 DH7197|                                                           dddmmss.s |
 DH7197| OA0653 943 2780 TIDAL 10                   APPROX. 0.6 KM 3144542.2 |
 DH7197|---------------------------------------------------------------------|
 DH7197
 DH7197                          SUPERSEDED SURVEY CONTROL
 DH7197
 DH7197.No superseded survey control is available for this station.
 DH7197
 DH7197_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN9266899854(NAD 83)
 DH7197_MARKER: DB = BENCH MARK DISK
 DH7197_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 DH7197_STAMPING: 943 2780 B TIDAL RESET
 DH7197_MARK LOGO: NOS   
 DH7197_PROJECTION: FLUSH
 DH7197_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH7197_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH7197_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH7197+SATELLITE: SATELLITE OBSERVATIONS - April , 2005
 DH7197_ROD/PIPE-DEPTH: 14.6 meters
 DH7197
 DH7197  HISTORY     - Date     Condition        Report By
 DH7197  HISTORY     - 200504   MONUMENTED       OR-011
 DH7197
 DH7197                          STATION DESCRIPTION
 DH7197
 DH7197'DESCRIBED BY COOS COUNTY OREGON 2005
 DH7197'THE STATION IS LOCATED IN CHARLESTON, ABOUT 9.0 KM (5.60 MI) SOUTHWEST
 DH7197'OF COOS BAY, NEAR THE COAST GUARD STATION, IN A PARKING LOT AT THE
 DH7197'INTERSECTION OF KINGFISHER DRIVE AND EEL AVENUE.
 DH7197' 
 DH7197'TO REACH THE STATION FROM THE DRAWBRIDGE FOR CAPE ARAGO HIGHWAY OVER
 DH7197'SOUTH SLOUGH IN CHARLESTON, GO WEST ON CAPE ARAGO HIGHWAY FOR 0.24 KM
 DH7197'(0.15 MI) TO THE FIRST ROAD ON THE RIGHT.  TURN RIGHT, GO NORTH ON
 DH7197'BOAT BASIN DRIVE FOR 0.4 KM (0.25 MI) TO A ROAD ON THE RIGHT, TURN
 DH7197'RIGHT, GO EAST ON KINGFISHER DRIVE ALONG THE PERIMETER OF THE BOAT
 DH7197'BASIN FOR 0.35 KM (0.20 MI) TO THE PARKING LOT AND STATION ON THE
 DH7197'RIGHT, JUST PAST CROSSLINE DRIVE TO THE LEFT, AND ACROSS FROM THE
 DH7197'COAST GUARD STATION.
 DH7197' 
 DH7197'THE EXISTING BRASS DISK (943 2780 B TIDAL) WAS BENT DURING PAVING AND
 DH7197'IS NOW PARTIALLY COVERED WITH ASPHALT.  THE PART OF IT THAT IS EXPOSED
 DH7197'IS FLUSH WITH THE PAVED SURFACE.  IT IS ENE, 43.3M (142.1 FT) FROM THE
 DH7197'EXTENDED CERTERLINE OF CROSSLINE DRIVE, ESE, 25.7M (84.2 FT) FROM THE
 DH7197'SOUTHEAST CORNER OF A BRICK US COAST GUARD ENTRANCE SIGN, SOUTHWEST
 DH7197'28.0M (92.0 FT) FROM THE CENTERLINE OF THE VEHICLE ENTRANCE TO THE
 DH7197'COAST GUARD COMPOUND, SOUTHEAST 8.4M (27.7 FT) FROM THE CENTERLINE OF
 DH7197'KINGFISHER ROAD, NORTHEAST 11.5M (37.6 FT) FROM THE NORTHEAST CORNER
 DH7197'OF A STORM DRAIN AND NORTHWEST 3.9M (12.7 FT) OF A WHITE WOODEN POST
 DH7197'WITH A SURVEY MARKER SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0644 ***********************************************************************
 OA0644  TIDAL BM    -  This is a Tidal Bench Mark.
 OA0644  DESIGNATION -  943 2780 C TIDAL
 OA0644  PID         -  OA0644
 OA0644  STATE/COUNTY-  OR/COOS
 OA0644  USGS QUAD   -  CHARLESTON (1970)
 OA0644
 OA0644                         *CURRENT SURVEY CONTROL
 OA0644  ___________________________________________________________________
 OA0644* NAD 83(1986)-  43 20 36.     (N)    124 19 31.     (W)     SCALED    
 OA0644* NAVD 88     -         4.645  (meters)      15.24   (feet)  ADJUSTED  
 OA0644  ___________________________________________________________________
 OA0644  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 OA0644  DYNAMIC HT  -           4.644 (meters)      15.24  (feet)  COMP
 OA0644  MODELED GRAV-     980,452.2   (mgal)                       NAVD 88
 OA0644
 OA0644  VERT ORDER  -  FIRST     CLASS II
 OA0644
 OA0644.The horizontal coordinates were scaled from a topographic map and have
 OA0644.an estimated accuracy of +/- 6 seconds.
 OA0644
 OA0644.The orthometric height was determined by differential leveling
 OA0644.and adjusted in June 1991.
 OA0644
 OA0644.This Tidal Bench Mark is designated as VM 1054
 OA0644.by the Center for Operational Oceanographic Products and Services.
 OA0644
 OA0644.The geoid height was determined by GEOID03.
 OA0644
 OA0644.The dynamic height is computed by dividing the NAVD 88
 OA0644.geopotential number by the normal gravity value computed on the
 OA0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0644.degrees latitude (g = 980.6199 gals.).
 OA0644
 OA0644.The modeled gravity was interpolated from observed gravity values.
 OA0644
 OA0644;                    North         East    Units  Estimated Accuracy
 OA0644;SPC OR S     -   193,330.    1,189,970.      MT  (+/- 180 meters Scaled)
 OA0644
 OA0644                          SUPERSEDED SURVEY CONTROL
 OA0644
 OA0644.No superseded survey control is available for this station.
 OA0644
 OA0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN925997(NAD 83)
 OA0644_MARKER: DJ = TIDAL STATION DISK
 OA0644_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 OA0644_SP_SET: GALVANIZED STEEL ROD
 OA0644_STAMPING: 2780 C 1981
 OA0644_MARK LOGO: NOS   
 OA0644_PROJECTION: PROJECTING 7 CENTIMETERS
 OA0644_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OA0644_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OA0644+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2005
 OA0644_ROD/PIPE-DEPTH: 14.3 meters
 OA0644
 OA0644  HISTORY     - Date     Condition        Report By
 OA0644  HISTORY     - 1981     MONUMENTED       NOS
 OA0644  HISTORY     - 1987     GOOD             NGS
 OA0644  HISTORY     - 19940906 GOOD             USPSQD
 OA0644  HISTORY     - 20010929 GOOD             USPSQD
 OA0644  HISTORY     - 20050418 GOOD             COOSCS
 OA0644
 OA0644                          STATION DESCRIPTION
 OA0644
 OA0644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 OA0644'IN CHARLESTON.
 OA0644'IN CHARLESTON, AT THE INTERSECTION OF KINGFISHER AND CROSLINE DRIVES,
 OA0644'63.0 M (206.7 FT) SOUTHWEST OF THE CENTER OF CROSLINE DRIVE, 38.0 M
 OA0644'(124.7 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF BOBS SPORT FISHING AND
 OA0644'MINI MART, 29.0 M (95.1 FT) NORTHEAST OF THE CENTER OF THE ENTRANCE
 OA0644'TO THE CHARLESTON TRAVEL RV PARK, AND 11.8 M (38.7 FT) NORTHWEST OF
 OA0644'THE CENTERLINE OF KINGFISHER DRIVE.
 OA0644'THE MARK IS 1.5 METERS  N FROM  A WITNESS POST
 OA0644'THE MARK IS ABOVE LEVEL WITH KINGFISHER DRIVE.
 OA0644
 OA0644                          STATION RECOVERY (1994)
 OA0644
 OA0644'RECOVERY NOTE BY US POWER SQUADRON 1994
 OA0644'RECOVERED IN GOOD CONDITION.
 OA0644
 OA0644                          STATION RECOVERY (2001)
 OA0644
 OA0644'RECOVERY NOTE BY US POWER SQUADRON 2001 (VCR)
 OA0644'RECOVERED IN GOOD CONDITION.
 OA0644
 OA0644                          STATION RECOVERY (2005)
 OA0644
 OA0644'RECOVERY NOTE BY COOS COUNTY SURVEYOR 2005 (BH)
 OA0644'THE MARK IS 4.99M(16.4')N18*E FROM SE CORNER OF CHARLESTON RV PARK
 OA0644'RECREATION BUILDING AND 3.6M(12') NORTH OF A 6' CYCLONE FENCE.
 OA0644'THE MARK IS 1.4M(4.7') N22*E FROM 7 INCH WOOD WITNES POST.
 OA0644'THE MARK IS 1.8' DEEP WITH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0653 ***********************************************************************
 OA0653  TIDAL BM    -  This is a Tidal Bench Mark.
 OA0653  DESIGNATION -  943 2780 TIDAL 10
 OA0653  PID         -  OA0653
 OA0653  STATE/COUNTY-  OR/COOS
 OA0653  USGS QUAD   -  CHARLESTON (1970)
 OA0653
 OA0653                         *CURRENT SURVEY CONTROL
 OA0653  ___________________________________________________________________
 OA0653* NAD 83(1998)-  43 20 50.89496(N)    124 19 45.12861(W)     ADJUSTED  
 OA0653* NAVD 88     -         5.053  (meters)      16.58   (feet)  ADJUSTED  
 OA0653  ___________________________________________________________________
 OA0653  X           -  -2,619,830.203 (meters)                     COMP
 OA0653  Y           -  -3,836,325.837 (meters)                     COMP
 OA0653  Z           -   4,355,639.310 (meters)                     COMP
 OA0653  LAPLACE CORR-          15.03  (seconds)                    DEFLEC99
 OA0653  ELLIP HEIGHT-         -21.334 (meters)          (11/14/05) ADJUSTED
 OA0653  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 OA0653  DYNAMIC HT  -           5.052 (meters)      16.57  (feet)  COMP
 OA0653  MODELED GRAV-     980,451.4   (mgal)                       NAVD 88
 OA0653
 OA0653  HORZ ORDER  -  A
 OA0653  VERT ORDER  -  FIRST     CLASS II
 OA0653  ELLP ORDER  -  FOURTH    CLASS II
 OA0653
 OA0653.The horizontal coordinates were established by GPS observations
 OA0653.and adjusted by the National Geodetic Survey in November 2005.
 OA0653
 OA0653.The orthometric height was determined by differential leveling
 OA0653.and adjusted in June 1991.
 OA0653
 OA0653.This Tidal Bench Mark is designated as VM 1050
 OA0653.by the Center for Operational Oceanographic Products and Services.
 OA0653
 OA0653.This Tidal Bench Mark is designated as VM 8790
 OA0653.by the Center for Operational Oceanographic Products and Services.
 OA0653
 OA0653.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OA0653
 OA0653.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA0653
 OA0653.The ellipsoidal height was determined by GPS observations
 OA0653.and is referenced to NAD 83.
 OA0653
 OA0653.The geoid height was determined by GEOID03.
 OA0653
 OA0653.The dynamic height is computed by dividing the NAVD 88
 OA0653.geopotential number by the normal gravity value computed on the
 OA0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0653.degrees latitude (g = 980.6199 gals.).
 OA0653
 OA0653.The modeled gravity was interpolated from observed gravity values.
 OA0653
 OA0653;                    North         East     Units Scale Factor Converg.
 OA0653;SPC OR S     -   193,804.199 1,189,667.698   MT  0.99989947   -2 37 11.1
 OA0653;SPC OR S     -   635,840.55  3,903,109.25   iFT  0.99989947   -2 37 11.1
 OA0653;UTM  10      - 4,800,259.849   392,270.825   MT  0.99974276   -0 54 44.9
 OA0653
 OA0653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA0653!SPC OR S     -   1.00000335  x   0.99989947  =   0.99990282
 OA0653!UTM  10      -   1.00000335  x   0.99974276  =   0.99974610
 OA0653
 OA0653:                Primary Azimuth Mark                     Grid Az
 OA0653:SPC OR S     -  943 2780 B TIDAL RESET                   137 22 41.0
 OA0653:UTM  10      -  943 2780 B TIDAL RESET                   135 40 14.8
 OA0653
 OA0653|---------------------------------------------------------------------|
 OA0653| PID    Reference Object                     Distance      Geod. Az  |
 OA0653|                                                           dddmmss.s |
 OA0653| DH7197 943 2780 B TIDAL RESET              APPROX. 0.6 KM 1344529.9 |
 OA0653|---------------------------------------------------------------------|
 OA0653
 OA0653                          SUPERSEDED SURVEY CONTROL
 OA0653
 OA0653  NAVD 88 (11/14/05)    5.05   (m)           16.6    (f) LEVELING    3  
 OA0653
 OA0653.Superseded values are not recommended for survey control.
 OA0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0653.See file dsdata.txt to determine how the superseded data were derived.
 OA0653
 OA0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCP9227100260(NAD 83)
 OA0653_MARKER: DJ = TIDAL STATION DISK
 OA0653_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 OA0653_SP_SET: SET IN A CURB
 OA0653_STAMPING: TIDAL 10 1970
 OA0653_MARK LOGO: NOS   
 OA0653_MAGNETIC: N = NO MAGNETIC MATERIAL
 OA0653_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OA0653_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OA0653+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2005
 OA0653
 OA0653  HISTORY     - Date     Condition        Report By
 OA0653  HISTORY     - 1970     MONUMENTED       NGS
 OA0653  HISTORY     - 1987     GOOD             NGS
 OA0653  HISTORY     - 19940906 GOOD             USPSQD
 OA0653  HISTORY     - 20010929 GOOD             USPSQD
 OA0653  HISTORY     - 20050429 GOOD             OR-011
 OA0653
 OA0653                          STATION DESCRIPTION
 OA0653
 OA0653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 OA0653'1.0 KM (0.60 MI) NW FROM CHARLESTON.
 OA0653'0.9 KM (0.55 MI) NORTHWESTERLY ALONG BOAT BASIN DRIVE FROM THE
 OA0653'JUNCTION OF CAPE ARAGO HIGHWAY IN CHARLESTON, THENCE 0.1 KM (0.05 MI)
 OA0653'NORTH ALONG A PAVED ROAD, IN THE EAST END OF THE NORTH CONCRETE CURB
 OA0653'OF THE SOUTH PARKING AREA FOR THE COAST GUARD FAMILY HOUSING, 13.4 M
 OA0653'(44.0 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE BUILDING, 2.4 M
 OA0653'(7.9 FT) WEST OF THE CENTER OF THE ROAD, AND 1.4 M (4.6 FT) SOUTH OF
 OA0653'THE SOUTH END OF A FENCE.
 OA0653'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 OA0653
 OA0653                          STATION RECOVERY (1994)
 OA0653
 OA0653'RECOVERY NOTE BY US POWER SQUADRON 1994
 OA0653'RECOVERED IN GOOD CONDITION.
 OA0653
 OA0653                          STATION RECOVERY (2001)
 OA0653
 OA0653'RECOVERY NOTE BY US POWER SQUADRON 2001 (VCR)
 OA0653'RECOVERED IN GOOD CONDITION.
 OA0653
 OA0653                          STATION RECOVERY (2005)
 OA0653
 OA0653'RECOVERY NOTE BY COOS COUNTY OREGON 2005 (BH)
 OA0653'RECOVERED AS DESCRIBED.
 OA0653' 
 OA0653'STATION IS NORTH 15.9M (52.2 FT) FROM A FIRE HYDRANT, 22.7M (74.4 FT)
 OA0653'FROM THE NORTHWEST ANCHOR BOLT FOR THE NORTHWEST LEG OF A CELL TOWER.
 OA0653' 
 OA0653'FOR ACCESS, CONTACT THE US COAST GUARD GENERAL ENGINEERING OFFICE IN
 OA0653'NORTH BEND AT 541-756-9690.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0652 ***********************************************************************
 OA0652  TIDAL BM    -  This is a Tidal Bench Mark.
 OA0652  DESIGNATION -  943 2780 TIDAL 11
 OA0652  PID         -  OA0652
 OA0652  STATE/COUNTY-  OR/COOS
 OA0652  USGS QUAD   -  CHARLESTON (1970)
 OA0652
 OA0652                         *CURRENT SURVEY CONTROL
 OA0652  ___________________________________________________________________
 OA0652* NAD 83(1986)-  43 20 47.     (N)    124 19 44.     (W)     SCALED    
 OA0652* NAVD 88     -         5.049  (meters)      16.56   (feet)  ADJUSTED  
 OA0652  ___________________________________________________________________
 OA0652  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 OA0652  DYNAMIC HT  -           5.048 (meters)      16.56  (feet)  COMP
 OA0652  MODELED GRAV-     980,451.2   (mgal)                       NAVD 88
 OA0652
 OA0652  VERT ORDER  -  FIRST     CLASS II
 OA0652
 OA0652.The horizontal coordinates were scaled from a topographic map and have
 OA0652.an estimated accuracy of +/- 6 seconds.
 OA0652
 OA0652.The orthometric height was determined by differential leveling
 OA0652.and adjusted in June 1991.
 OA0652
 OA0652.This Tidal Bench Mark is designated as VM 8791
 OA0652.by the Center for Operational Oceanographic Products and Services.
 OA0652
 OA0652.This Tidal Bench Mark is designated as VM 12563
 OA0652.by the Center for Operational Oceanographic Products and Services.
 OA0652
 OA0652.The geoid height was determined by GEOID03.
 OA0652
 OA0652.The dynamic height is computed by dividing the NAVD 88
 OA0652.geopotential number by the normal gravity value computed on the
 OA0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0652.degrees latitude (g = 980.6199 gals.).
 OA0652
 OA0652.The modeled gravity was interpolated from observed gravity values.
 OA0652
 OA0652;                    North         East    Units  Estimated Accuracy
 OA0652;SPC OR S     -   193,680.    1,189,690.      MT  (+/- 180 meters Scaled)
 OA0652
 OA0652                          SUPERSEDED SURVEY CONTROL
 OA0652
 OA0652.No superseded survey control is available for this station.
 OA0652
 OA0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCP922001(NAD 83)
 OA0652_MARKER: DJ = TIDAL STATION DISK
 OA0652_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OA0652_SP_SET: FOUNDATION
 OA0652_STAMPING: TIDAL BM 11 1974
 OA0652_MARK LOGO: NOS   
 OA0652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0652+STABILITY: SURFACE MOTION
 OA0652
 OA0652  HISTORY     - Date     Condition        Report By
 OA0652  HISTORY     - 1974     MONUMENTED       NOS
 OA0652  HISTORY     - 1987     GOOD             NGS
 OA0652  HISTORY     - 19940703 GOOD             USPSQD
 OA0652  HISTORY     - 20010929 GOOD             USPSQD
 OA0652
 OA0652                          STATION DESCRIPTION
 OA0652
 OA0652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 OA0652'IN CHARLESTON.
 OA0652'IN CHARLESTON, AT 4475 BOAT BASIN DRIVE, SET VERTICALLY IN THE EAST
 OA0652'FACE OF THE OREGON FISH AND WILDLIFE CHARLESTON DISTRICT OFFICE AT
 OA0652'4475 BOAT BASIN DRIVE, 8.3 M (27.2 FT) NORTH OF THE CENTER OF THE
 OA0652'SIDEWALK, 1.2 M (3.9 FT) SOUTH OF THE NORTHEAST CORNER OF THE
 OA0652'BUILDING, AND 1.0 M (3.3 FT) BELOW AND 0.2 M (0.7 FT) NORTH OF THE
 OA0652'MOST NORTHERLY 1 OF 2 WINDOWS.
 OA0652'THE MARK IS 0.2 M ABOVE THE GROUND.
 OA0652
 OA0652                          STATION RECOVERY (1994)
 OA0652
 OA0652'RECOVERY NOTE BY US POWER SQUADRON 1994
 OA0652'RECOVERED IN GOOD CONDITION.
 OA0652
 OA0652                          STATION RECOVERY (2001)
 OA0652
 OA0652'RECOVERY NOTE BY US POWER SQUADRON 2001 (VCR)
 OA0652'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0649 ***********************************************************************
 OA0649  TIDAL BM    -  This is a Tidal Bench Mark.
 OA0649  DESIGNATION -  943 2780 TIDAL 8
 OA0649  PID         -  OA0649
 OA0649  STATE/COUNTY-  OR/COOS
 OA0649  USGS QUAD   -  CHARLESTON (1970)
 OA0649
 OA0649                         *CURRENT SURVEY CONTROL
 OA0649  ___________________________________________________________________
 OA0649* NAD 83(1986)-  43 20 40.     (N)    124 19 27.     (W)     SCALED    
 OA0649* NAVD 88     -         4.697  (meters)      15.41   (feet)  ADJUSTED  
 OA0649  ___________________________________________________________________
 OA0649  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 OA0649  DYNAMIC HT  -           4.696 (meters)      15.41  (feet)  COMP
 OA0649  MODELED GRAV-     980,453.2   (mgal)                       NAVD 88
 OA0649
 OA0649  VERT ORDER  -  FIRST     CLASS II
 OA0649
 OA0649.The horizontal coordinates were scaled from a topographic map and have
 OA0649.an estimated accuracy of +/- 6 seconds.
 OA0649
 OA0649.The orthometric height was determined by differential leveling
 OA0649.and adjusted in June 1991.
 OA0649
 OA0649.This Tidal Bench Mark is designated as VM 1048
 OA0649.by the Center for Operational Oceanographic Products and Services.
 OA0649
 OA0649.The geoid height was determined by GEOID03.
 OA0649
 OA0649.The dynamic height is computed by dividing the NAVD 88
 OA0649.geopotential number by the normal gravity value computed on the
 OA0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0649.degrees latitude (g = 980.6199 gals.).
 OA0649
 OA0649.The modeled gravity was interpolated from observed gravity values.
 OA0649
 OA0649;                    North         East    Units  Estimated Accuracy
 OA0649;SPC OR S     -   193,450.    1,190,060.      MT  (+/- 180 meters Scaled)
 OA0649
 OA0649                          SUPERSEDED SURVEY CONTROL
 OA0649
 OA0649.No superseded survey control is available for this station.
 OA0649
 OA0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN926999(NAD 83)
 OA0649_MARKER: DJ = TIDAL STATION DISK
 OA0649_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 OA0649_SP_SET: CURB
 OA0649_STAMPING: TIDAL 8 1970
 OA0649_MARK LOGO: NGS   
 OA0649_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OA0649
 OA0649  HISTORY     - Date     Condition        Report By
 OA0649  HISTORY     - 1970     MONUMENTED       NGS
 OA0649  HISTORY     - 1987     GOOD             NGS
 OA0649  HISTORY     - 19940906 GOOD             USPSQD
 OA0649  HISTORY     - 20010929 GOOD             USPSQD
 OA0649
 OA0649                          STATION DESCRIPTION
 OA0649
 OA0649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 OA0649'IN CHARLESTON.
 OA0649'IN CHARLESTON, AT THE INTERSECTION OF EEL AVENUE AND GUANO ROCK
 OA0649'BOULEVARD, 16.0 M (52.5 FT) SOUTH OF THE CENTERLINE OF THE BOULEVARD,
 OA0649'9.1 M (29.9 FT) WEST OF THE CENTERLINE OF THE AVENUE, AND 3.6 M
 OA0649'(11.8 FT) EAST OF THE NORTHEAST CORNER OF THE COAST GUARD ENGINEER
 OA0649'OFFICE AND GARAGE.
 OA0649'THE MARK IS 0.2 M ABOVE THE AVENUE.
 OA0649
 OA0649                          STATION RECOVERY (1994)
 OA0649
 OA0649'RECOVERY NOTE BY US POWER SQUADRON 1994
 OA0649'RECOVERED IN GOOD CONDITION.
 OA0649
 OA0649                          STATION RECOVERY (2001)
 OA0649
 OA0649'RECOVERY NOTE BY US POWER SQUADRON 2001 (VCR)
 OA0649'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0651 ***********************************************************************
 OA0651  TIDAL BM    -  This is a Tidal Bench Mark.
 OA0651  DESIGNATION -  943 2780 TIDAL 9
 OA0651  PID         -  OA0651
 OA0651  STATE/COUNTY-  OR/COOS
 OA0651  USGS QUAD   -  CHARLESTON (1970)
 OA0651
 OA0651                         *CURRENT SURVEY CONTROL
 OA0651  ___________________________________________________________________
 OA0651* NAD 83(2007)-  43 20 40.04899(N)    124 19 39.27529(W)     ADJUSTED  
 OA0651* NAVD 88     -         4.849  (meters)      15.91   (feet)  ADJUSTED  
 OA0651  ___________________________________________________________________
 OA0651  EPOCH DATE  -        2007.00
 OA0651  X           -  -2,619,850.811 (meters)                     COMP
 OA0651  Y           -  -3,836,589.787 (meters)                     COMP
 OA0651  Z           -   4,355,395.752 (meters)                     COMP
 OA0651  LAPLACE CORR-          15.03  (seconds)                    DEFLEC99
 OA0651  ELLIP HEIGHT-         -21.545 (meters)          (08/05/08) ADJUSTED
 OA0651  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 OA0651  DYNAMIC HT  -           4.848 (meters)      15.91  (feet)  COMP
 OA0651  MODELED GRAV-     980,451.1   (mgal)                       NAVD 88
 OA0651
 OA0651  HORZ ORDER  -  FIRST
 OA0651  VERT ORDER  -  FIRST     CLASS II
 OA0651  ELLP ORDER  -  FOURTH    CLASS I
 OA0651
 OA0651.The horizontal coordinates were established by GPS observations
 OA0651.and adjusted by the National Geodetic Survey in August 2008.
 OA0651
 OA0651.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 OA0651.See www.ngs.noaa.gov/NationalReadjustment for more information.
 OA0651.The horizontal coordinates are valid at the epoch date displayed above.
 OA0651.The epoch date for horizontal control is a decimal equivalence
 OA0651.of Year/Month/Day.
 OA0651
 OA0651.The orthometric height was determined by differential leveling
 OA0651.and adjusted in June 1991.
 OA0651
 OA0651.This Tidal Bench Mark is designated as VM 1049
 OA0651.by the Center for Operational Oceanographic Products and Services.
 OA0651
 OA0651.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OA0651
 OA0651.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA0651
 OA0651.The ellipsoidal height was determined by GPS observations
 OA0651.and is referenced to NAD 83.
 OA0651
 OA0651.The geoid height was determined by GEOID03.
 OA0651
 OA0651.The dynamic height is computed by dividing the NAVD 88
 OA0651.geopotential number by the normal gravity value computed on the
 OA0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0651.degrees latitude (g = 980.6199 gals.).
 OA0651
 OA0651.The modeled gravity was interpolated from observed gravity values.
 OA0651
 OA0651;                    North         East     Units Scale Factor Converg.
 OA0651;SPC OR S     -   193,463.842 1,189,784.086   MT  0.99989931   -2 37 07.1
 OA0651;SPC OR S     -   634,723.89  3,903,491.10   iFT  0.99989931   -2 37 07.1
 OA0651;UTM  10      - 4,799,923.163   392,397.282   MT  0.99974242   -0 54 40.7
 OA0651
 OA0651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA0651!SPC OR S     -   1.00000338  x   0.99989931  =   0.99990269
 OA0651!UTM  10      -   1.00000338  x   0.99974242  =   0.99974580
 OA0651
 OA0651                          SUPERSEDED SURVEY CONTROL
 OA0651
 OA0651  NAVD 88 (08/05/08)    4.85   (m)           15.9    (f) LEVELING    3  
 OA0651
 OA0651.Superseded values are not recommended for survey control.
 OA0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0651.See file dsdata.txt to determine how the superseded data were derived.
 OA0651
 OA0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN9239799923(NAD 83)
 OA0651_MARKER: DJ = TIDAL STATION DISK
 OA0651_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OA0651+WITH SETTING: PAVEMENT
 OA0651_SP_SET: FOUNDATION
 OA0651_STAMPING: TIDAL 9 1970
 OA0651_MARK LOGO: NGS   
 OA0651_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OA0651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0651+STABILITY: SURFACE MOTION
 OA0651_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OA0651+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2008
 OA0651
 OA0651  HISTORY     - Date     Condition        Report By
 OA0651  HISTORY     - 1970     MONUMENTED       NGS
 OA0651  HISTORY     - 1987     GOOD             NGS
 OA0651  HISTORY     - 19940517 GOOD             USPSQD
 OA0651  HISTORY     - 20010929 GOOD             USPSQD
 OA0651  HISTORY     - 20080409 GOOD             NGS
 OA0651
 OA0651                          STATION DESCRIPTION
 OA0651
 OA0651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 OA0651'IN CHARLESTON.
 OA0651'IN CHARLESTON, AT THE INTERSECTION OF GUANO ROCK BOULEVARD AND BOAT
 OA0651'BASIN DRIVE, IN THE NORTH SIDE OF A CONCRETE FLAGPOLE FOUNDATION IN
 OA0651'THE FRONT LAWN OF THE COOS BAY POWER SQUADRON, 55.0 M (180.4 FT) EAST
 OA0651'OF THE CENTERLINE OF THE DRIVE, 14.4 M (47.2 FT) SOUTH OF THE
 OA0651'CENTERLINE OF THE BOULEVARD, 3.9 M (12.8 FT) NORTH OF THE NORTH FACE
 OA0651'OF THE BUILDING, AND 0.5 M (1.6 FT) NORTH OF THE FLAGPOLE.
 OA0651'THE MARK IS ABOVE LEVEL WITH THE BOULEVARD.
 OA0651
 OA0651                          STATION RECOVERY (1994)
 OA0651
 OA0651'RECOVERY NOTE BY US POWER SQUADRON 1994
 OA0651'RECOVERED IN GOOD CONDITION.
 OA0651
 OA0651                          STATION RECOVERY (2001)
 OA0651
 OA0651'RECOVERY NOTE BY US POWER SQUADRON 2001 (VCR)
 OA0651'NEW FLAG POLE INSTALLED AT SOUTH SIDE OF CONCRETE BASE.
 OA0651
 OA0651                          STATION RECOVERY (2008)
 OA0651
 OA0651'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2008 (DA)
 OA0651'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0646 ***********************************************************************
 OA0646  TIDAL BM    -  This is a Tidal Bench Mark.
 OA0646  DESIGNATION -  943 2780 TIDAL CG 1
 OA0646  PID         -  OA0646
 OA0646  STATE/COUNTY-  OR/COOS
 OA0646  USGS QUAD   -  CHARLESTON (1970)
 OA0646
 OA0646                         *CURRENT SURVEY CONTROL
 OA0646  ___________________________________________________________________
 OA0646* NAD 83(1986)-  43 20 39.     (N)    124 19 28.     (W)     SCALED    
 OA0646* NAVD 88     -         5.014  (meters)      16.45   (feet)  ADJUSTED  
 OA0646  ___________________________________________________________________
 OA0646  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 OA0646  DYNAMIC HT  -           5.013 (meters)      16.45  (feet)  COMP
 OA0646  MODELED GRAV-     980,452.9   (mgal)                       NAVD 88
 OA0646
 OA0646  VERT ORDER  -  FIRST     CLASS II
 OA0646
 OA0646.The horizontal coordinates were scaled from a topographic map and have
 OA0646.an estimated accuracy of +/- 6 seconds.
 OA0646
 OA0646.The orthometric height was determined by differential leveling
 OA0646.and adjusted in June 1991.
 OA0646
 OA0646.This Tidal Bench Mark is designated as VM 1051
 OA0646.by the Center for Operational Oceanographic Products and Services.
 OA0646
 OA0646.This Tidal Bench Mark is designated as VM 12606
 OA0646.by the Center for Operational Oceanographic Products and Services.
 OA0646
 OA0646.The geoid height was determined by GEOID03.
 OA0646
 OA0646.The dynamic height is computed by dividing the NAVD 88
 OA0646.geopotential number by the normal gravity value computed on the
 OA0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0646.degrees latitude (g = 980.6199 gals.).
 OA0646
 OA0646.The modeled gravity was interpolated from observed gravity values.
 OA0646
 OA0646;                    North         East    Units  Estimated Accuracy
 OA0646;SPC OR S     -   193,420.    1,190,040.      MT  (+/- 180 meters Scaled)
 OA0646
 OA0646                          SUPERSEDED SURVEY CONTROL
 OA0646
 OA0646.No superseded survey control is available for this station.
 OA0646
 OA0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN926998(NAD 83)
 OA0646_MARKER: DJ = TIDAL STATION DISK
 OA0646_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OA0646+WITH SETTING: PAVEMENT
 OA0646_SP_SET: FOUNDATION
 OA0646_STAMPING: TIDAL C.G. 1 1976 PORTLAND DIST.
 OA0646_MARK LOGO: USE   
 OA0646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0646+STABILITY: SURFACE MOTION
 OA0646
 OA0646  HISTORY     - Date     Condition        Report By
 OA0646  HISTORY     - 1976     MONUMENTED       USE
 OA0646  HISTORY     - 1987     GOOD             NGS
 OA0646  HISTORY     - 19940906 MARK NOT FOUND   USPSQD
 OA0646  HISTORY     - 20010929 GOOD             USPSQD
 OA0646
 OA0646                          STATION DESCRIPTION
 OA0646
 OA0646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 OA0646'IN CHARLESTON.
 OA0646'IN CHARLESTON, AT THE INTERSECTION OF EEL AVENUE AND GUANO ROCK
 OA0646'BOULEVARD, IN TOP OF THE CONCRETE FOUNDATION FOR A FLAGPOLE AND BELL
 OA0646'IN THE COAST GUARD STATION LAWN, 41.6 M (136.5 FT) SOUTH OF THE
 OA0646'CENTERLINE OF THE BOULEVARD, 16.0 M (52.5 FT) WEST OF THE CENTERLINE
 OA0646'OF THE AVENUE, 11.5 M (37.7 FT) NORTH OF THE NORTHEAST CORNER OF THE
 OA0646'BUILDING, AND 0.5 M (1.6 FT) WEST OF THE FLAGPOLE.
 OA0646'THE MARK IS 0.2 M ABOVE THE AVENUE.
 OA0646
 OA0646                          STATION RECOVERY (1994)
 OA0646
 OA0646'RECOVERY NOTE BY US POWER SQUADRON 1994
 OA0646'MARK NOT FOUND.
 OA0646
 OA0646                          STATION RECOVERY (2001)
 OA0646
 OA0646'RECOVERY NOTE BY US POWER SQUADRON 2001 (VCR)
 OA0646'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0648 ***********************************************************************
 OA0648  TIDAL BM    -  This is a Tidal Bench Mark.
 OA0648  DESIGNATION -  943 2780 TIDAL CG 3
 OA0648  PID         -  OA0648
 OA0648  STATE/COUNTY-  OR/COOS
 OA0648  USGS QUAD   -  CHARLESTON (1970)
 OA0648
 OA0648                         *CURRENT SURVEY CONTROL
 OA0648  ___________________________________________________________________
 OA0648* NAD 83(1986)-  43 20 40.     (N)    124 19 24.     (W)     SCALED    
 OA0648* NAVD 88     -         4.677  (meters)      15.34   (feet)  ADJUSTED  
 OA0648  ___________________________________________________________________
 OA0648  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 OA0648  DYNAMIC HT  -           4.676 (meters)      15.34  (feet)  COMP
 OA0648  MODELED GRAV-     980,453.7   (mgal)                       NAVD 88
 OA0648
 OA0648  VERT ORDER  -  FIRST     CLASS II
 OA0648
 OA0648.The horizontal coordinates were scaled from a topographic map and have
 OA0648.an estimated accuracy of +/- 6 seconds.
 OA0648
 OA0648.The orthometric height was determined by differential leveling
 OA0648.and adjusted in June 1991.
 OA0648
 OA0648.This Tidal Bench Mark is designated as VM 1052
 OA0648.by the Center for Operational Oceanographic Products and Services.
 OA0648
 OA0648.The geoid height was determined by GEOID03.
 OA0648
 OA0648.The dynamic height is computed by dividing the NAVD 88
 OA0648.geopotential number by the normal gravity value computed on the
 OA0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0648.degrees latitude (g = 980.6199 gals.).
 OA0648
 OA0648.The modeled gravity was interpolated from observed gravity values.
 OA0648
 OA0648;                    North         East    Units  Estimated Accuracy
 OA0648;SPC OR S     -   193,450.    1,190,130.      MT  (+/- 180 meters Scaled)
 OA0648
 OA0648                          SUPERSEDED SURVEY CONTROL
 OA0648
 OA0648.No superseded survey control is available for this station.
 OA0648
 OA0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN927999(NAD 83)
 OA0648_MARKER: DJ = TIDAL STATION DISK
 OA0648_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OA0648+WITH SETTING: PAVEMENT
 OA0648_SP_SET: CONCRETE PAD
 OA0648_STAMPING: TIDAL C.G. 3 1976 PORTLAND DIST.
 OA0648_MARK LOGO: USE   
 OA0648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0648+STABILITY: SURFACE MOTION
 OA0648
 OA0648  HISTORY     - Date     Condition        Report By
 OA0648  HISTORY     - 1976     MONUMENTED       USE
 OA0648  HISTORY     - 1987     GOOD             NGS
 OA0648  HISTORY     - 19940906 MARK NOT FOUND   USPSQD
 OA0648  HISTORY     - 20010929 MARK NOT FOUND   USPSQD
 OA0648
 OA0648                          STATION DESCRIPTION
 OA0648
 OA0648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 OA0648'IN CHARLESTON.
 OA0648'IN CHARLESTON, AT THE INTERSECTION OF KINGFISHER DRIVE AND GUANO ROCK
 OA0648'BOULEVARD, IN THE SOUTHEAST CORNER OF A 5 BY 5 FOOT CONCRETE PAD
 OA0648'SUPPORTING A 24-INCH VERTICAL PIPE, 22.5 M (73.8 FT) SOUTH OF THE
 OA0648'EXTENDED CENTER OF THE BOULEVARD, 10.0 M (32.8 FT) EAST OF THE
 OA0648'CENTERLINE OF THE NORTHBOUND LANES OF THE DRIVE, 6.2 M (20.3 FT)
 OA0648'SOUTH OF THE CENTER OF A BOARD WALKWAY LEADING TO THE COAST GUARD
 OA0648'BOAT HOUSE, AND 1.0 M (3.3 FT) SOUTHEAST OF THE CENTER OF THE PIPE.
 OA0648'THE MARK IS 0.8 M ABOVE THE DRIVE.
 OA0648
 OA0648                          STATION RECOVERY (1994)
 OA0648
 OA0648'RECOVERY NOTE BY US POWER SQUADRON 1994
 OA0648'MARK NOT FOUND.
 OA0648
 OA0648                          STATION RECOVERY (2001)
 OA0648
 OA0648'RECOVERY NOTE BY US POWER SQUADRON 2001 (VCR)
 OA0648'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0525 ***********************************************************************
 OA0525  TIDAL BM    -  This is a Tidal Bench Mark.
 OA0525  DESIGNATION -  943 2783 TIDAL ONE
 OA0525  PID         -  OA0525
 OA0525  STATE/COUNTY-  OR/COOS
 OA0525  USGS QUAD   -  CHARLESTON (1970)
 OA0525
 OA0525                         *CURRENT SURVEY CONTROL
 OA0525  ___________________________________________________________________
 OA0525* NAD 83(1986)-  43 20 58.     (N)    124 19 46.     (W)     SCALED    
 OA0525* NAVD 88     -         6.125  (meters)      20.10   (feet)  ADJUSTED  
 OA0525  ___________________________________________________________________
 OA0525  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 OA0525  DYNAMIC HT  -           6.124 (meters)      20.09  (feet)  COMP
 OA0525  MODELED GRAV-     980,452.1   (mgal)                       NAVD 88
 OA0525
 OA0525  VERT ORDER  -  FIRST     CLASS II
 OA0525
 OA0525.The horizontal coordinates were scaled from a topographic map and have
 OA0525.an estimated accuracy of +/- 6 seconds.
 OA0525
 OA0525.The orthometric height was determined by differential leveling
 OA0525.and adjusted in June 1991.
 OA0525
 OA0525.This Tidal Bench Mark is designated as VM 8787
 OA0525.by the Center for Operational Oceanographic Products and Services.
 OA0525
 OA0525.The geoid height was determined by GEOID03.
 OA0525
 OA0525.The dynamic height is computed by dividing the NAVD 88
 OA0525.geopotential number by the normal gravity value computed on the
 OA0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0525.degrees latitude (g = 980.6199 gals.).
 OA0525
 OA0525.The modeled gravity was interpolated from observed gravity values.
 OA0525
 OA0525;                    North         East    Units  Estimated Accuracy
 OA0525;SPC OR S     -   194,020.    1,189,660.      MT  (+/- 180 meters Scaled)
 OA0525
 OA0525                          SUPERSEDED SURVEY CONTROL
 OA0525
 OA0525  NGVD 29 (??/??/92)    4.991  (m)           16.37   (f) ADJ UNCH    1 2
 OA0525
 OA0525.Superseded values are not recommended for survey control.
 OA0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0525.See file dsdata.txt to determine how the superseded data were derived.
 OA0525
 OA0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCP922004(NAD 83)
 OA0525_MARKER: DJ = TIDAL STATION DISK
 OA0525_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OA0525_SP_SET: BULKHEAD
 OA0525_STAMPING: BM ONE 1928
 OA0525_MARK LOGO: CGS   
 OA0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0525+STABILITY: SURFACE MOTION
 OA0525
 OA0525  HISTORY     - Date     Condition        Report By
 OA0525  HISTORY     - 1928     MONUMENTED       CGS
 OA0525  HISTORY     - 1970     GOOD             NGS
 OA0525  HISTORY     - 1987     GOOD             NGS
 OA0525  HISTORY     - 19940906 GOOD             USPSQD
 OA0525
 OA0525                          STATION DESCRIPTION
 OA0525
 OA0525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 OA0525'0.8 MI NW FROM CHARLESTON.
 OA0525'0.8 MILE NORTHWEST OF CHARLESTON, AT THE ABANDONED (OLD COAST GUARD
 OA0525'STATION SITE), 40 FEET NORTH OF THE CENTER OF THE ROAD, AND 2 FEET
 OA0525'NORTHEAST OF THE NORTHEAST CORNER OF THE OLD BOATHOUSE CEMENTED IN A
 OA0525'DRILL HOLE IN THE CENTER OF A CONCRETE BULKHEAD.
 OA0525
 OA0525                          STATION RECOVERY (1987)
 OA0525
 OA0525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 OA0525'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  0.9 KM
 OA0525'(0.55 MI) NORTHWESTERLY ALONG BOAT BASIN DRIVE FROM THE JUNCTION OF
 OA0525'CAPE ARAGO HIGHWAY IN CHARLESTON, THENCE 0.3 KM (0.20 MI)
 OA0525'NORTHWESTERLY ALONG A PAVED AND GRAVELED ROAD, IN THE CENTER OF A
 OA0525'CONCRETE BULKHEAD OF BUILDING NUMBER 4205 AT THE OREGON STATE
 OA0525'INSTITUTE, 28.0 M (91.9 FT) NORTH OF THE CENTER OF THE ROAD, AND 0.6
 OA0525'M (2.0 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE BUILDING.
 OA0525'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 OA0525
 OA0525                          STATION RECOVERY (1994)
 OA0525
 OA0525'RECOVERY NOTE BY US POWER SQUADRON 1994
 OA0525'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0527 ***********************************************************************
 OA0527  TIDAL BM    -  This is a Tidal Bench Mark.
 OA0527  DESIGNATION -  943 2783 TIDAL THREE
 OA0527  PID         -  OA0527
 OA0527  STATE/COUNTY-  OR/COOS
 OA0527  USGS QUAD   -  CHARLESTON (1970)
 OA0527
 OA0527                         *CURRENT SURVEY CONTROL
 OA0527  ___________________________________________________________________
 OA0527* NAD 83(1991)-  43 20 59.86108(N)    124 19 49.18641(W)     ADJUSTED  
 OA0527* NAVD 88     -         3.723  (meters)      12.21   (feet)  ADJUSTED  
 OA0527  ___________________________________________________________________
 OA0527  LAPLACE CORR-          15.05  (seconds)                    DEFLEC99
 OA0527  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 OA0527  DYNAMIC HT  -           3.722 (meters)      12.21  (feet)  COMP
 OA0527  MODELED GRAV-     980,452.0   (mgal)                       NAVD 88
 OA0527
 OA0527  HORZ ORDER  -  THIRD
 OA0527  VERT ORDER  -  FIRST     CLASS II
 OA0527
 OA0527.The horizontal coordinates were established by classical geodetic methods
 OA0527.and adjusted by the National Geodetic Survey in October 1991.
 OA0527
 OA0527.The orthometric height was determined by differential leveling
 OA0527.and adjusted in June 1991.
 OA0527
 OA0527.This Tidal Bench Mark is designated as VM 8789
 OA0527.by the Center for Operational Oceanographic Products and Services.
 OA0527
 OA0527.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA0527
 OA0527.The geoid height was determined by GEOID03.
 OA0527
 OA0527.The dynamic height is computed by dividing the NAVD 88
 OA0527.geopotential number by the normal gravity value computed on the
 OA0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0527.degrees latitude (g = 980.6199 gals.).
 OA0527
 OA0527.The modeled gravity was interpolated from observed gravity values.
 OA0527
 OA0527;                    North         East     Units Scale Factor Converg.
 OA0527;SPC OR S     -   194,084.763 1,189,589.062   MT  0.99989960   -2 37 13.8
 OA0527;SPC OR S     -   636,761.03  3,902,851.25   iFT  0.99989960   -2 37 13.8
 OA0527;UTM  10      - 4,800,537.902   392,183.879   MT  0.99974299   -0 54 47.9
 OA0527
 OA0527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA0527!SPC OR S     -   1.00000355  x   0.99989960  =   0.99990315
 OA0527!UTM  10      -   1.00000355  x   0.99974299  =   0.99974654
 OA0527
 OA0527:                Primary Azimuth Mark                     Grid Az
 OA0527:SPC OR S     -  COOS BAY RNG A R LT                      032 24 57.0
 OA0527:UTM  10      -  COOS BAY RNG A R LT                      030 42 31.1
 OA0527
 OA0527|---------------------------------------------------------------------|
 OA0527| PID    Reference Object                     Distance      Geod. Az  |
 OA0527|                                                           dddmmss.s |
 OA0527| OA1610 COOS BAY RNG A R LT                 APPROX. 1.2 KM 0294743.2 |
 OA0527| OA1608 COOS BAY RNG A F LT                 APPROX. 1.5 KM 0323506.9 |
 OA0527| OA1613 FOSSIL 3                            APPROX. 1.8 KM 0603631.0 |
 OA0527| OA1605 SOUTH SLOUGH CHAN LT 2              APPROX. 1.0 KM 0705041.3 |
 OA0527| OA1615 COOS BAY ENT RNG F LT               395.879 METERS 09547     |
 OA0527| OA1611 COOS BAY INSIDE RNG R LT            382.891 METERS 12113     |
 OA0527| OA1612 COOS BAY NORTH JETTY LT 3A          APPROX. 1.5 KM 3084351.6 |
 OA0527|---------------------------------------------------------------------|
 OA0527
 OA0527                          SUPERSEDED SURVEY CONTROL
 OA0527
 OA0527  NAD 83(1986)-  43 20 59.85635(N)    124 19 49.23451(W) AD(       ) 3
 OA0527  NAD 27      -  43 21 00.45708(N)    124 19 44.80611(W) AD(       ) 3
 OA0527  NGVD 29 (??/??/92)    2.590  (m)            8.50   (f) ADJ UNCH    1 2
 OA0527
 OA0527.Superseded values are not recommended for survey control.
 OA0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0527.See file dsdata.txt to determine how the superseded data were derived.
 OA0527
 OA0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCP9218400538(NAD 83)
 OA0527_MARKER: DJ = TIDAL STATION DISK
 OA0527_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OA0527_SP_SET: BREAKWATER
 OA0527_STAMPING: BM 3 THREE 1928 FOU
 OA0527_MARK LOGO: CGS   
 OA0527_MAGNETIC: I = MARKER IS A STEEL ROD
 OA0527_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OA0527_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OA0527+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2000
 OA0527
 OA0527  HISTORY     - Date     Condition        Report By
 OA0527  HISTORY     - 1928     MONUMENTED       CGS
 OA0527  HISTORY     - 1948     GOOD             NGS
 OA0527  HISTORY     - 1970     GOOD             NGS
 OA0527  HISTORY     - 1987     GOOD             NGS
 OA0527  HISTORY     - 19940906 GOOD             USPSQD
 OA0527  HISTORY     - 20000830 GOOD             EVANS
 OA0527
 OA0527                          STATION DESCRIPTION
 OA0527
 OA0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (RBM)
 OA0527'THE STATION IS LOCATED IN THE NORTH SECTION OF THE TOWN
 OA0527'OF CHARLESTON, ON THE SOUTH SHORE OF COOS BAY, ABOUT
 OA0527'600 YARDS EAST-SOUTHEAST OF COOS HEAD, ABOUT 200 FEET
 OA0527'NORTHWEST OF THE UNIVERSITY OF OREGON, MARINE BIOLOGY
 OA0527'AMPHITHEATER (OLD COAST GUARD BOATHOUSE), ON TOP OF A
 OA0527'4 FOOT WIDE CONCRETE BREAKWATER, 31 FEET INSHORE OF THE
 OA0527'OUTER END OF THE BREAKWATER, 1 FOOT OFFSHORE OF AN
 OA0527'IRON RING AND ABOUT 8 FEET ABOVE SEA LEVEL.
 OA0527'
 OA0527'THE STATION IS A TIDAL BENCH MARK DISK,
 OA0527'STAMPED---BM 3 1928 THREE---,
 OA0527'SET IN A DRILL HOLE.  THERE ARE NO OTHER MARKS.
 OA0527'
 OA0527'HEIGHT OF THE SIGNAL WAS 1.62 METERS.
 OA0527
 OA0527                          STATION RECOVERY (1948)
 OA0527
 OA0527'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 OA0527'0.8 MI NW FROM CHARLESTON.
 OA0527'0.8 MILE NORTHWEST OF CHARLESTON, COOS COUNTY, AT JETTY, AT THE COOS
 OA0527'BAY COAST GUARD STATION, ABOUT 150 FEET WEST OF THE BOATHOUSE, IN THE
 OA0527'CENTER OF THE TOP OF THE CONCRETE BREAKWATER, AND 31 FEET FROM THE
 OA0527'OUTER (SEAWARD) END.  A STANDARD DISK, STAMPED B M THREE 1928.
 OA0527
 OA0527                          STATION RECOVERY (1970)
 OA0527
 OA0527'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 OA0527'RECOVERED IN GOOD CONDITION.
 OA0527
 OA0527                          STATION RECOVERY (1987)
 OA0527
 OA0527'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 OA0527'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  0.9 KM
 OA0527'(0.55 MI) NORTHWESTERLY ALONG BOAT BASIN DRIVE FROM THE JUNCTION OF
 OA0527'CAPE ARAGO HIGHWAY IN CHARLESTON, THENCE 0.3 KM (0.20 MI)
 OA0527'NORTHWESTERLY ALONG A PAVED AND GRAVELED ROAD, IN TOP OF AND 9.4 M
 OA0527'(30.8 FT) SOUTH OF THE NORTH END OF A CONCRETE BREAKWATER AT THE
 OA0527'OREGON STATE INSTITUTE, 76.0 M (249.3 FT) NORTH-NORTHWEST OF THE
 OA0527'NORTHWEST CORNER OF BUILDING NUMBER 4201, AND 61.0 M (200.1 FT) NORTH
 OA0527'OF THE CENTER OF THE ROAD.  NOTE--THE STAMPING IS AS ABOVE.
 OA0527'THE MARK IS 1.4 M ABOVE THE ROAD.
 OA0527
 OA0527                          STATION RECOVERY (1994)
 OA0527
 OA0527'RECOVERY NOTE BY US POWER SQUADRON 1994
 OA0527'RECOVERED IN GOOD CONDITION.
 OA0527
 OA0527                          STATION RECOVERY (2000)
 OA0527
 OA0527'RECOVERY NOTE BY DAVID EVANS + ASSOC 2000
 OA0527'DO NOT OCCUPY STATION DURING STORMY WEATHER DUE TO HIGH WATER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0528 ***********************************************************************
 OA0528  TIDAL BM    -  This is a Tidal Bench Mark.
 OA0528  DESIGNATION -  943 2783 TIDAL TWO
 OA0528  PID         -  OA0528
 OA0528  STATE/COUNTY-  OR/COOS
 OA0528  USGS QUAD   -  CHARLESTON (1970)
 OA0528
 OA0528                         *CURRENT SURVEY CONTROL
 OA0528  ___________________________________________________________________
 OA0528* NAD 83(1986)-  43 20 58.     (N)    124 19 47.     (W)     SCALED    
 OA0528* NAVD 88     -         4.337  (meters)      14.23   (feet)  ADJUSTED  
 OA0528  ___________________________________________________________________
 OA0528  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 OA0528  DYNAMIC HT  -           4.336 (meters)      14.23  (feet)  COMP
 OA0528  MODELED GRAV-     980,452.0   (mgal)                       NAVD 88
 OA0528
 OA0528  VERT ORDER  -  FIRST     CLASS II
 OA0528
 OA0528.The horizontal coordinates were scaled from a topographic map and have
 OA0528.an estimated accuracy of +/- 6 seconds.
 OA0528
 OA0528.The orthometric height was determined by differential leveling
 OA0528.and adjusted in June 1991.
 OA0528
 OA0528.This Tidal Bench Mark is designated as VM 8788
 OA0528.by the Center for Operational Oceanographic Products and Services.
 OA0528
 OA0528.The geoid height was determined by GEOID03.
 OA0528
 OA0528.The dynamic height is computed by dividing the NAVD 88
 OA0528.geopotential number by the normal gravity value computed on the
 OA0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0528.degrees latitude (g = 980.6199 gals.).
 OA0528
 OA0528.The modeled gravity was interpolated from observed gravity values.
 OA0528
 OA0528;                    North         East    Units  Estimated Accuracy
 OA0528;SPC OR S     -   194,030.    1,189,640.      MT  (+/- 180 meters Scaled)
 OA0528
 OA0528                          SUPERSEDED SURVEY CONTROL
 OA0528
 OA0528  NGVD 29 (??/??/92)    3.197  (m)           10.49   (f) ADJ UNCH    1 2
 OA0528
 OA0528.Superseded values are not recommended for survey control.
 OA0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0528.See file dsdata.txt to determine how the superseded data were derived.
 OA0528
 OA0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCP922004(NAD 83)
 OA0528_MARKER: DJ = TIDAL STATION DISK
 OA0528_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OA0528_SP_SET: BREAKWATER
 OA0528_STAMPING: BM TWO 1928
 OA0528_MARK LOGO: CGS   
 OA0528_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OA0528
 OA0528  HISTORY     - Date     Condition        Report By
 OA0528  HISTORY     - 1928     MONUMENTED       CGS
 OA0528  HISTORY     - 1948     GOOD             NGS
 OA0528  HISTORY     - 1970     GOOD             NGS
 OA0528  HISTORY     - 1987     GOOD             NGS
 OA0528  HISTORY     - 19940906 GOOD             USPSQD
 OA0528
 OA0528                          STATION DESCRIPTION
 OA0528
 OA0528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 OA0528'0.8 MI NW FROM CHARLESTON.
 OA0528'0.8 MILE NORTHWEST OF CHARLESTON, COOS COUNTY, AT JETTY, AT THE COOS
 OA0528'BAY COAST GUARD STATION, ABOUT 150 FEET WEST OF THE BOAT RUNWAY, IN
 OA0528'THE TOP OF THE CONCRETE BREAKWATER, 2 FEET FROM THE SEAWARD END OF THE
 OA0528'HIGHER SECTION, AND ABOUT 2 FEET ABOVE THE LOWER SECTION.  A STANDARD
 OA0528'DISK, STAMPED B M TWO 1928.
 OA0528
 OA0528                          STATION RECOVERY (1970)
 OA0528
 OA0528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 OA0528'RECOVERED IN GOOD CONDITION.
 OA0528
 OA0528                          STATION RECOVERY (1987)
 OA0528
 OA0528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 OA0528'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  0.9 KM
 OA0528'(0.55 MI) NORTHWESTERLY ALONG BOAT BASIN DRIVE FROM THE JUNCTION OF
 OA0528'CAPE ARAGO HIGHWAY IN CHARLESTON, THENCE 0.3 KM (0.20 MI)
 OA0528'NORTHWESTERLY ALONG A PAVED AND GRAVELED ROAD, IN TOP OF AND 0.6 M
 OA0528'(2.0 FT) SOUTH OF THE NORTH END OF A CONCRETE BREAKWATER AT THE OREGON
 OA0528'STATE INSTITUTE, 85.0 M (278.9 FT) NORTH OF THE CENTER OF THE ROAD,
 OA0528'AND 77.0 M (252.6 FT) NORTH-NORTHWEST OF THE NORTHWEST CORNER OF
 OA0528'BUILDING NUMBER 4201.
 OA0528'THE MARK IS 1.4 M ABOVE THE ROAD.
 OA0528
 OA0528                          STATION RECOVERY (1994)
 OA0528
 OA0528'RECOVERY NOTE BY US POWER SQUADRON 1994
 OA0528'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0513 ***********************************************************************
 OA0513  TIDAL BM    -  This is a Tidal Bench Mark.
 OA0513  DESIGNATION -  943 2864 TIDAL 10
 OA0513  PID         -  OA0513
 OA0513  STATE/COUNTY-  OR/COOS
 OA0513  USGS QUAD   -  EMPIRE (1970)
 OA0513
 OA0513                         *CURRENT SURVEY CONTROL
 OA0513  ___________________________________________________________________
 OA0513* NAD 83(1986)-  43 23 34.     (N)    124 16 40.     (W)     SCALED    
 OA0513* NAVD 88     -         7.137  (meters)      23.42   (feet)  ADJUSTED  
 OA0513  ___________________________________________________________________
 OA0513  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 OA0513  DYNAMIC HT  -           7.136 (meters)      23.41  (feet)  COMP
 OA0513  MODELED GRAV-     980,465.7   (mgal)                       NAVD 88
 OA0513
 OA0513  VERT ORDER  -  FIRST     CLASS II
 OA0513
 OA0513.The horizontal coordinates were scaled from a topographic map and have
 OA0513.an estimated accuracy of +/- 6 seconds.
 OA0513
 OA0513.The orthometric height was determined by differential leveling
 OA0513.and adjusted in June 1991.
 OA0513.WARNING-Repeat measurements at this control monument indicate possible
 OA0513.vertical movement.
 OA0513
 OA0513.This Tidal Bench Mark is designated as VM 8799
 OA0513.by the Center for Operational Oceanographic Products and Services.
 OA0513
 OA0513.The geoid height was determined by GEOID03.
 OA0513
 OA0513.The dynamic height is computed by dividing the NAVD 88
 OA0513.geopotential number by the normal gravity value computed on the
 OA0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0513.degrees latitude (g = 980.6199 gals.).
 OA0513
 OA0513.The modeled gravity was interpolated from observed gravity values.
 OA0513
 OA0513;                    North         East    Units  Estimated Accuracy
 OA0513;SPC OR S     -   198,640.    1,194,060.      MT  (+/- 180 meters Scaled)
 OA0513
 OA0513                          SUPERSEDED SURVEY CONTROL
 OA0513
 OA0513  NGVD 29 (??/??/92)    6.036  (m)           19.80   (f) ADJ UNCH    1 2
 OA0513
 OA0513.Superseded values are not recommended for survey control.
 OA0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0513.See file dsdata.txt to determine how the superseded data were derived.
 OA0513
 OA0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCP965052(NAD 83)
 OA0513_MARKER: DJ = TIDAL STATION DISK
 OA0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA0513_SP_SET: CONCRETE POST
 OA0513_STAMPING: 10 1924
 OA0513_MARK LOGO: CGS   
 OA0513_PROJECTION: PROJECTING 7 CENTIMETERS
 OA0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0513+STABILITY: SURFACE MOTION
 OA0513
 OA0513  HISTORY     - Date     Condition        Report By
 OA0513  HISTORY     - 1924     MONUMENTED       CGS
 OA0513  HISTORY     - 1948     GOOD             NGS
 OA0513  HISTORY     - 1981     GOOD             USGS
 OA0513  HISTORY     - 1984     GOOD             USPSQD
 OA0513  HISTORY     - 1987     GOOD             NGS
 OA0513  HISTORY     - 19940703 GOOD             USPSQD
 OA0513  HISTORY     - 20000204 MARK NOT FOUND   USPSQD
 OA0513  HISTORY     - 20011027 GOOD             USPSQD
 OA0513  HISTORY     - 20070125 GOOD             USPSQD
 OA0513
 OA0513                          STATION DESCRIPTION
 OA0513
 OA0513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 OA0513'IN EMPIRE.
 OA0513'AT EMPIRE, COOS COUNTY, AT THE SOUTHEAST CORNER OF THE INTERSECTION OF
 OA0513'NEWMARK AND MILL STREET, WEST OF AND PARALLELING BROADWAY STREET, 97
 OA0513'FEET EAST OF THE NORTHEAST CORNER OF THE U. S. ENGINEER YARD, ON THE
 OA0513'SLOPE OF THE NORTHWEST POINT OF A BLUFF, 2 FEET SOUTH OF THE NORTH
 OA0513'BOUNDARY FENCE (EXTENDED), 67 FEET EAST OF THE CENTERLINE OF MILL
 OA0513'STREET, 34 FEET SOUTH OF THE CENTERLINE OF NEWMARK STREET, 2 FEET
 OA0513'SOUTHEAST OF A 4- X 4- INCH WHITE MARKER POST STENCILED U. S. B. M. A
 OA0513'STANDARD DISK, STAMPED 10 1924 AND SET IN THE TOP OF A CONCRETE POST
 OA0513'PROJECTING ABOUT 3 IN. ABOVE THE GROUND.
 OA0513
 OA0513                          STATION RECOVERY (1981)
 OA0513
 OA0513'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 OA0513'RECOVERED IN GOOD CONDITION.
 OA0513
 OA0513                          STATION RECOVERY (1984)
 OA0513
 OA0513'RECOVERY NOTE BY US POWER SQUADRON 1984
 OA0513'EXCEPT STEEL WITNESS POST AND SIGN.
 OA0513
 OA0513                          STATION RECOVERY (1987)
 OA0513
 OA0513'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 OA0513'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  2.8 KM
 OA0513'(1.75 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION WITH
 OA0513'COMMERCIAL AVENUE IN COOS BAY, THENCE 4.7 KM (2.90 MI) WESTERLY ALONG
 OA0513'NEWMARK AVENUE, OR 7.8 KM (4.85 MI) NORTHERLY ALONG CAPE ARGO HIGHWAY
 OA0513'FROM ITS JUNCTION WITH BOAT BASIN DRIVE, THENCE 0.1 KM (0.05 MI) WEST
 OA0513'ALONG NEWMARK AVENUE, ON THE NORTHWEST SLOPE OF A POINT OF A BLUFF,
 OA0513'20.5 M (67.3 FT) EAST OF THE CENTER OF MILL STREET, AND 10.5 M
 OA0513'(34.4 FT) SOUTH OF THE CENTER OF THE AVENUE.
 OA0513'THE MARK IS ABOVE LEVEL WITH THE AVENUE.
 OA0513
 OA0513                          STATION RECOVERY (1994)
 OA0513
 OA0513'RECOVERY NOTE BY US POWER SQUADRON 1994
 OA0513'RECOVERED IN GOOD CONDITION.
 OA0513
 OA0513                          STATION RECOVERY (2000)
 OA0513
 OA0513'RECOVERY NOTE BY US POWER SQUADRON 2000
 OA0513'MARK NOT FOUND.
 OA0513
 OA0513                          STATION RECOVERY (2001)
 OA0513
 OA0513'RECOVERY NOTE BY US POWER SQUADRON 2001 (AES)
 OA0513'NO WITNESS POST. MARK THREE INCHES BELOW SURFACE WITH HEAVY GRASS
 OA0513'COVER
 OA0513
 OA0513                          STATION RECOVERY (2007)
 OA0513
 OA0513'RECOVERY NOTE BY US POWER SQUADRON 2007 (AES)
 OA0513'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0637 ***********************************************************************
 OA0637  TIDAL BM    -  This is a Tidal Bench Mark.
 OA0637  DESIGNATION -  943 2879 A TIDAL
 OA0637  PID         -  OA0637
 OA0637  STATE/COUNTY-  OR/COOS
 OA0637  USGS QUAD   -  CHARLESTON (1970)
 OA0637
 OA0637                         *CURRENT SURVEY CONTROL
 OA0637  ___________________________________________________________________
 OA0637* NAD 83(1986)-  43 22 23.     (N)    124 17 37.     (W)     SCALED    
 OA0637* NAVD 88     -         4.755  (meters)      15.60   (feet)  ADJUSTED  
 OA0637  ___________________________________________________________________
 OA0637  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 OA0637  DYNAMIC HT  -           4.754 (meters)      15.60  (feet)  COMP
 OA0637  MODELED GRAV-     980,461.6   (mgal)                       NAVD 88
 OA0637
 OA0637  VERT ORDER  -  FIRST     CLASS II
 OA0637
 OA0637.The horizontal coordinates were scaled from a topographic map and have
 OA0637.an estimated accuracy of +/- 6 seconds.
 OA0637
 OA0637.The orthometric height was determined by differential leveling
 OA0637.and adjusted in June 1991.
 OA0637
 OA0637.This Tidal Bench Mark is designated as VM 8807
 OA0637.by the Center for Operational Oceanographic Products and Services.
 OA0637
 OA0637.The geoid height was determined by GEOID03.
 OA0637
 OA0637.The dynamic height is computed by dividing the NAVD 88
 OA0637.geopotential number by the normal gravity value computed on the
 OA0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0637.degrees latitude (g = 980.6199 gals.).
 OA0637
 OA0637.The modeled gravity was interpolated from observed gravity values.
 OA0637
 OA0637;                    North         East    Units  Estimated Accuracy
 OA0637;SPC OR S     -   196,510.    1,192,680.      MT  (+/- 180 meters Scaled)
 OA0637
 OA0637                          SUPERSEDED SURVEY CONTROL
 OA0637
 OA0637.No superseded survey control is available for this station.
 OA0637
 OA0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCP952030(NAD 83)
 OA0637_MARKER: DJ = TIDAL STATION DISK
 OA0637_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OA0637+WITH SETTING: PAVEMENT
 OA0637_SP_SET: FOOTING
 OA0637_STAMPING: 2879 A 1982
 OA0637_MARK LOGO: NOS   
 OA0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0637+STABILITY: SURFACE MOTION
 OA0637
 OA0637  HISTORY     - Date     Condition        Report By
 OA0637  HISTORY     - 1982     MONUMENTED       NOS
 OA0637  HISTORY     - 1987     GOOD             NGS
 OA0637
 OA0637                          STATION DESCRIPTION
 OA0637
 OA0637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 OA0637'5.7 KM (3.55 MI) NORTH FROM CHARLESTON.
 OA0637'5.4 KM (3.35 MI) NORTHERLY ALONG CAPE ARAGO HIGHWAY FROM THE JUNCTION
 OA0637'OF BOAT BASIN DRIVE IN CHARLESTON, THENCE 0.3 KM (0.20 MI) WESTERLY
 OA0637'ALONG A PAVED ROAD LEADING TO SITKA DOCK, NEAR THE CENTER OF THE
 OA0637'SOUTHERN 1/2 OF A 3 BY 8 FOOT ABANDONED FOOTING EAST OF A LARGE
 OA0637'BUILDING, 48.0 M (157.5 FT) NORTH OF THE CENTER OF THE ROAD, 16.8 M
 OA0637'(55.1 FT) NORTHEAST OF THE SOUTHEAST CORNER OF THE BUILDING, AND 8.2 M
 OA0637'(26.9 FT) SOUTHEAST OF THE NORTHEAST CORNER OF THE BUILDING.
 OA0637'THE MARK IS 1.0 M ABOVE A CONCRETE PAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0638 ***********************************************************************
 OA0638  TIDAL BM    -  This is a Tidal Bench Mark.
 OA0638  DESIGNATION -  943 2879 TIDAL 4
 OA0638  PID         -  OA0638
 OA0638  STATE/COUNTY-  OR/COOS
 OA0638  USGS QUAD   -  CHARLESTON (1970)
 OA0638
 OA0638                         *CURRENT SURVEY CONTROL
 OA0638  ___________________________________________________________________
 OA0638* NAD 83(1986)-  43 22 22.     (N)    124 17 40.     (W)     SCALED    
 OA0638* NAVD 88     -         3.835  (meters)      12.58   (feet)  ADJUSTED  
 OA0638  ___________________________________________________________________
 OA0638  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 OA0638  DYNAMIC HT  -           3.835 (meters)      12.58  (feet)  COMP
 OA0638  MODELED GRAV-     980,461.6   (mgal)                       NAVD 88
 OA0638
 OA0638  VERT ORDER  -  FIRST     CLASS II
 OA0638
 OA0638.The horizontal coordinates were scaled from a topographic map and have
 OA0638.an estimated accuracy of +/- 6 seconds.
 OA0638
 OA0638.The orthometric height was determined by differential leveling
 OA0638.and adjusted in June 1991.
 OA0638
 OA0638.This Tidal Bench Mark is designated as VM 8803
 OA0638.by the Center for Operational Oceanographic Products and Services.
 OA0638
 OA0638.The geoid height was determined by GEOID03.
 OA0638
 OA0638.The dynamic height is computed by dividing the NAVD 88
 OA0638.geopotential number by the normal gravity value computed on the
 OA0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0638.degrees latitude (g = 980.6199 gals.).
 OA0638
 OA0638.The modeled gravity was interpolated from observed gravity values.
 OA0638
 OA0638;                    North         East    Units  Estimated Accuracy
 OA0638;SPC OR S     -   196,480.    1,192,610.      MT  (+/- 180 meters Scaled)
 OA0638
 OA0638                          SUPERSEDED SURVEY CONTROL
 OA0638
 OA0638.No superseded survey control is available for this station.
 OA0638
 OA0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCP951030(NAD 83)
 OA0638_MARKER: DJ = TIDAL STATION DISK
 OA0638_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OA0638_SP_SET: FOUNDATION
 OA0638_STAMPING: BENCH MARK NO 4 1960 PORTLAND DIST.
 OA0638_MARK LOGO: USE   
 OA0638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0638+STABILITY: SURFACE MOTION
 OA0638
 OA0638  HISTORY     - Date     Condition        Report By
 OA0638  HISTORY     - 1960     MONUMENTED       USE
 OA0638  HISTORY     - 1987     GOOD             NGS
 OA0638
 OA0638                          STATION DESCRIPTION
 OA0638
 OA0638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 OA0638'5.4 KM (3.35 MI) NORTH FROM CHARLESTON.
 OA0638'5.4 KM (3.35 MI) NORTHERLY ALONG CAPE ARAGO HIGHWAY FROM THE JUNCTION
 OA0638'OF BOAT BASIN DRIVE IN CHARLESTON, THENCE 0.3 KM (0.20 MI) WESTERLY
 OA0638'ALONG A PAVED ROAD, IN TOP OF THE SOUTHWEST CORNER OF A FOUNDATION OF
 OA0638'A LARGE BUILDING, 53.0 M (173.9 FT) EAST OF THE EAST END OF A RAMP
 OA0638'LEADING TO THE SITKA DOCK, AND 53.0 M (173.9 FT) NORTHEAST OF THE
 OA0638'CENTER OF THE ROAD.
 OA0638'THE MARK IS 0.2 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0635 ***********************************************************************
 OA0635  TIDAL BM    -  This is a Tidal Bench Mark.
 OA0635  DESIGNATION -  943 2879 TIDAL SITKA 6
 OA0635  PID         -  OA0635
 OA0635  STATE/COUNTY-  OR/COOS
 OA0635  USGS QUAD   -  CHARLESTON (1970)
 OA0635
 OA0635                         *CURRENT SURVEY CONTROL
 OA0635  ___________________________________________________________________
 OA0635* NAD 83(1986)-  43 22 21.     (N)    124 17 29.     (W)     SCALED    
 OA0635* NAVD 88     -         4.365  (meters)      14.32   (feet)  ADJUSTED  
 OA0635  ___________________________________________________________________
 OA0635  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 OA0635  DYNAMIC HT  -           4.365 (meters)      14.32  (feet)  COMP
 OA0635  MODELED GRAV-     980,461.4   (mgal)                       NAVD 88
 OA0635
 OA0635  VERT ORDER  -  FIRST     CLASS II
 OA0635
 OA0635.The horizontal coordinates were scaled from a topographic map and have
 OA0635.an estimated accuracy of +/- 6 seconds.
 OA0635
 OA0635.The orthometric height was determined by differential leveling
 OA0635.and adjusted in June 1991.
 OA0635
 OA0635.This Tidal Bench Mark is designated as VM 8805
 OA0635.by the Center for Operational Oceanographic Products and Services.
 OA0635
 OA0635.The geoid height was determined by GEOID03.
 OA0635
 OA0635.The dynamic height is computed by dividing the NAVD 88
 OA0635.geopotential number by the normal gravity value computed on the
 OA0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0635.degrees latitude (g = 980.6199 gals.).
 OA0635
 OA0635.The modeled gravity was interpolated from observed gravity values.
 OA0635
 OA0635;                    North         East    Units  Estimated Accuracy
 OA0635;SPC OR S     -   196,440.    1,192,860.      MT  (+/- 180 meters Scaled)
 OA0635
 OA0635                          SUPERSEDED SURVEY CONTROL
 OA0635
 OA0635.No superseded survey control is available for this station.
 OA0635
 OA0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCP953029(NAD 83)
 OA0635_MARKER: DJ = TIDAL STATION DISK
 OA0635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA0635_SP_SET: CONCRETE POST
 OA0635_STAMPING: TIDAL SITKA 6 1976 PORTLAND DIST.
 OA0635_MARK LOGO: USE   
 OA0635_PROJECTION: RECESSED 2 CENTIMETERS
 OA0635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0635+STABILITY: SURFACE MOTION
 OA0635
 OA0635  HISTORY     - Date     Condition        Report By
 OA0635  HISTORY     - 1976     MONUMENTED       USE
 OA0635  HISTORY     - 1987     GOOD             NGS
 OA0635
 OA0635                          STATION DESCRIPTION
 OA0635
 OA0635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 OA0635'5.5 KM (3.40 MI) NORTH FROM CHARLESTON.
 OA0635'5.4 KM (3.35 MI) NORTHERLY ALONG CAPE ARAGO HIGHWAY FROM THE JUNCTION
 OA0635'OF BOAT BASIN DRIVE IN CHARLESTON, THENCE 0.1 KM (0.05 MI) WESTERLY
 OA0635'ALONG A PAVED ROAD LEADING TO SITKA DOCK, 6.0 M (19.7 FT) SOUTH OF
 OA0635'THE CENTER OF THE ROAD, 4.4 M (14.4 FT) EAST OF THE CENTER OF A TRACK
 OA0635'ROAD, AND 3.1 M (10.2 FT) SOUTHWEST OF A UTILITY POLE.
 OA0635'THE MARK IS 0.6 METERS  N FROM  A WITNESS POST
 OA0635'THE MARK IS ABOVE LEVEL WITH THE PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0636 ***********************************************************************
 OA0636  TIDAL BM    -  This is a Tidal Bench Mark.
 OA0636  DESIGNATION -  943 2879 TIDAL SITKA 5
 OA0636  PID         -  OA0636
 OA0636  STATE/COUNTY-  OR/COOS
 OA0636  USGS QUAD   -  CHARLESTON (1970)
 OA0636
 OA0636                         *CURRENT SURVEY CONTROL
 OA0636  ___________________________________________________________________
 OA0636* NAD 83(1986)-  43 22 22.     (N)    124 17 34.     (W)     SCALED    
 OA0636* NAVD 88     -         3.219  (meters)      10.56   (feet)  ADJUSTED  
 OA0636  ___________________________________________________________________
 OA0636  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 OA0636  DYNAMIC HT  -           3.218 (meters)      10.56  (feet)  COMP
 OA0636  MODELED GRAV-     980,461.5   (mgal)                       NAVD 88
 OA0636
 OA0636  VERT ORDER  -  FIRST     CLASS II
 OA0636
 OA0636.The horizontal coordinates were scaled from a topographic map and have
 OA0636.an estimated accuracy of +/- 6 seconds.
 OA0636
 OA0636.The orthometric height was determined by differential leveling
 OA0636.and adjusted in June 1991.
 OA0636
 OA0636.This Tidal Bench Mark is designated as VM 8804
 OA0636.by the Center for Operational Oceanographic Products and Services.
 OA0636
 OA0636.The geoid height was determined by GEOID03.
 OA0636
 OA0636.The dynamic height is computed by dividing the NAVD 88
 OA0636.geopotential number by the normal gravity value computed on the
 OA0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0636.degrees latitude (g = 980.6199 gals.).
 OA0636
 OA0636.The modeled gravity was interpolated from observed gravity values.
 OA0636
 OA0636;                    North         East    Units  Estimated Accuracy
 OA0636;SPC OR S     -   196,480.    1,192,750.      MT  (+/- 180 meters Scaled)
 OA0636
 OA0636                          SUPERSEDED SURVEY CONTROL
 OA0636
 OA0636.No superseded survey control is available for this station.
 OA0636
 OA0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCP952030(NAD 83)
 OA0636_MARKER: DJ = TIDAL STATION DISK
 OA0636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA0636_SP_SET: CONCRETE POST
 OA0636_STAMPING: TIDAL SITKA 5 1976 PORTLAND DIST.
 OA0636_MARK LOGO: USE   
 OA0636_PROJECTION: RECESSED 6 CENTIMETERS
 OA0636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0636+STABILITY: SURFACE MOTION
 OA0636
 OA0636  HISTORY     - Date     Condition        Report By
 OA0636  HISTORY     - 1976     MONUMENTED       USE
 OA0636  HISTORY     - 1987     GOOD             NGS
 OA0636
 OA0636                          STATION DESCRIPTION
 OA0636
 OA0636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 OA0636'5.6 KM (3.50 MI) NORTH FROM CHARLESTON.
 OA0636'5.4 KM (3.35 MI) NORTHERLY ALONG CAPE ARAGO HIGHWAY FROM THE JUNCTION
 OA0636'OF BOAT BASIN DRIVE IN CHARLESTON, THENCE 0.2 KM (0.10 MI) WESTERLY
 OA0636'ALONG A PAVED ROAD LEADING TO SITKA DOCK, 5.7 M (18.7 FT) SOUTH OF
 OA0636'THE CENTER OF THE ROAD, AND 0.9 M (3.0 FT) SOUTH OF UTILITY POLE
 OA0636'NUMBER 2513 303505.
 OA0636'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0639 ***********************************************************************
 OA0639  TIDAL BM    -  This is a Tidal Bench Mark.
 OA0639  DESIGNATION -  943 2879 TIDAL SITKA 7
 OA0639  PID         -  OA0639
 OA0639  STATE/COUNTY-  OR/COOS
 OA0639  USGS QUAD   -  CHARLESTON (1970)
 OA0639
 OA0639                         *CURRENT SURVEY CONTROL
 OA0639  ___________________________________________________________________
 OA0639* NAD 83(1986)-  43 22 21.     (N)    124 17 39.     (W)     SCALED    
 OA0639* NAVD 88     -         3.325  (meters)      10.91   (feet)  ADJUSTED  
 OA0639  ___________________________________________________________________
 OA0639  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 OA0639  DYNAMIC HT  -           3.325 (meters)      10.91  (feet)  COMP
 OA0639  MODELED GRAV-     980,461.5   (mgal)                       NAVD 88
 OA0639
 OA0639  VERT ORDER  -  FIRST     CLASS II
 OA0639
 OA0639.The horizontal coordinates were scaled from a topographic map and have
 OA0639.an estimated accuracy of +/- 6 seconds.
 OA0639
 OA0639.The orthometric height was determined by differential leveling
 OA0639.and adjusted in June 1991.
 OA0639
 OA0639.This Tidal Bench Mark is designated as VM 8806
 OA0639.by the Center for Operational Oceanographic Products and Services.
 OA0639
 OA0639.The geoid height was determined by GEOID03.
 OA0639
 OA0639.The dynamic height is computed by dividing the NAVD 88
 OA0639.geopotential number by the normal gravity value computed on the
 OA0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0639.degrees latitude (g = 980.6199 gals.).
 OA0639
 OA0639.The modeled gravity was interpolated from observed gravity values.
 OA0639
 OA0639;                    North         East    Units  Estimated Accuracy
 OA0639;SPC OR S     -   196,450.    1,192,630.      MT  (+/- 180 meters Scaled)
 OA0639
 OA0639                          SUPERSEDED SURVEY CONTROL
 OA0639
 OA0639.No superseded survey control is available for this station.
 OA0639
 OA0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCP951029(NAD 83)
 OA0639_MARKER: DJ = TIDAL STATION DISK
 OA0639_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 OA0639_SP_SET: CONCRETE PAD
 OA0639_STAMPING: TIDAL SITKA 7 1976 PORTLAND DIST.
 OA0639_MARK LOGO: USE   
 OA0639_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OA0639
 OA0639  HISTORY     - Date     Condition        Report By
 OA0639  HISTORY     - 1976     MONUMENTED       USE
 OA0639  HISTORY     - 1987     GOOD             NGS
 OA0639
 OA0639                          STATION DESCRIPTION
 OA0639
 OA0639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 OA0639'5.7 KM (3.55 MI) NORTH FROM CHARLESTON.
 OA0639'5.4 KM (3.35 MI) NORTHERLY ALONG CAPE ARAGO HIGHWAY FROM THE JUNCTION
 OA0639'OF BOAT BASIN DRIVE IN CHARLESTON, THENCE 0.3 KM (0.20 MI) WESTERLY
 OA0639'ALONG A PAVED ROAD LEADING WEST TO SITKA DOCK, IN TOP OF THE
 OA0639'NORTHWEST CORNER OF A 8 BY 10 FOOT ABANDONED CONCRETE PAD, 59.0 M
 OA0639'(193.6 FT) SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF A LARGE
 OA0639'BUILDING, AND 24.0 M (78.7 FT) SOUTH OF THE CENTER OF THE ROAD.
 OA0639'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0655 ***********************************************************************
 OA0655  TIDAL BM    -  This is a Tidal Bench Mark.
 OA0655  DESIGNATION -  943 2895 A TIDAL
 OA0655  PID         -  OA0655
 OA0655  STATE/COUNTY-  OR/COOS
 OA0655  USGS QUAD   -  NORTH BEND (1971)
 OA0655
 OA0655                         *CURRENT SURVEY CONTROL
 OA0655  ___________________________________________________________________
 OA0655* NAD 83(1986)-  43 24 29.     (N)    124 13 18.     (W)     SCALED    
 OA0655* NAVD 88     -         3.897  (meters)      12.79   (feet)  ADJUSTED  
 OA0655  ___________________________________________________________________
 OA0655  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 OA0655  DYNAMIC HT  -           3.897 (meters)      12.79  (feet)  COMP
 OA0655  MODELED GRAV-     980,483.2   (mgal)                       NAVD 88
 OA0655
 OA0655  VERT ORDER  -  FIRST     CLASS II
 OA0655
 OA0655.The horizontal coordinates were scaled from a topographic map and have
 OA0655.an estimated accuracy of +/- 6 seconds.
 OA0655
 OA0655.The orthometric height was determined by differential leveling
 OA0655.and adjusted in June 1991.
 OA0655
 OA0655.This Tidal Bench Mark is designated as VM 8814
 OA0655.by the Center for Operational Oceanographic Products and Services.
 OA0655
 OA0655.The geoid height was determined by GEOID03.
 OA0655
 OA0655.The dynamic height is computed by dividing the NAVD 88
 OA0655.geopotential number by the normal gravity value computed on the
 OA0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0655.degrees latitude (g = 980.6199 gals.).
 OA0655
 OA0655.The modeled gravity was interpolated from observed gravity values.
 OA0655
 OA0655;                    North         East    Units  Estimated Accuracy
 OA0655;SPC OR S     -   200,140.    1,198,680.      MT  (+/- 180 meters Scaled)
 OA0655
 OA0655                          SUPERSEDED SURVEY CONTROL
 OA0655
 OA0655.No superseded survey control is available for this station.
 OA0655
 OA0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP010068(NAD 83)
 OA0655_MARKER: DJ = TIDAL STATION DISK
 OA0655_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OA0655+WITH SETTING: PAVEMENT
 OA0655_SP_SET: CONCRETE PAD
 OA0655_STAMPING: 2895 A 1982
 OA0655_MARK LOGO: NOS   
 OA0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0655+STABILITY: SURFACE MOTION
 OA0655
 OA0655  HISTORY     - Date     Condition        Report By
 OA0655  HISTORY     - 1982     MONUMENTED       NOS
 OA0655  HISTORY     - 1987     GOOD             NGS
 OA0655  HISTORY     - 19940630 GOOD             USPSQD
 OA0655  HISTORY     - 20000204 MARK NOT FOUND   USPSQD
 OA0655  HISTORY     - 20010716 GOOD             USPSQD
 OA0655
 OA0655                          STATION DESCRIPTION
 OA0655
 OA0655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 OA0655'IN NORTH BEND.
 OA0655'IN NORTH BEND, AT THE INTERSECTION OF THE SOUTHERN PACIFIC RAILROAD
 OA0655'AND CALIFORNIA AVENUE, IN A 25 BY 25 FOOT CONCRETE PAD BETWEEN THE
 OA0655'MOST WESTERLY 2 OF 4 FUEL STORAGE TANKS, 36.0 M (118.1 FT) NORTH OF
 OA0655'THE CENTER OF THE AVENUE, 22.3 M (73.2 FT) EAST OF THE NEAR RAIL, 3.3
 OA0655'M (10.8 FT) EAST OF A RETAINING WALL AND FENCE, AND 0.95 M (3.1 FT)
 OA0655'EAST OF THE WEST EDGE OF THE PAD.
 OA0655'THE MARK IS 0.7 M BELOW THE RETAINING WALL.
 OA0655
 OA0655                          STATION RECOVERY (1994)
 OA0655
 OA0655'RECOVERY NOTE BY US POWER SQUADRON 1994
 OA0655'RECOVERED IN GOOD CONDITION.
 OA0655
 OA0655                          STATION RECOVERY (2000)
 OA0655
 OA0655'RECOVERY NOTE BY US POWER SQUADRON 2000
 OA0655'MARK NOT FOUND.
 OA0655
 OA0655                          STATION RECOVERY (2001)
 OA0655
 OA0655'RECOVERY NOTE BY US POWER SQUADRON 2001 (AES)
 OA0655'THIS STATION MARK IS NOW UNDER FILL AND PAVEMENT OF CALIFORNIA STREET
 OA0655'BOAT RAMP PARKING AREA. IT IS MARKED ON SURFACE BY A STAINLESS STEEL
 OA0655'WASHER AND BOLT IMBEDDED IN THE PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0654 ***********************************************************************
 OA0654  TIDAL BM    -  This is a Tidal Bench Mark.
 OA0654  DESIGNATION -  943 2895 TIDAL 3
 OA0654  PID         -  OA0654
 OA0654  STATE/COUNTY-  OR/COOS
 OA0654  USGS QUAD   -  NORTH BEND (1971)
 OA0654
 OA0654                         *CURRENT SURVEY CONTROL
 OA0654  ___________________________________________________________________
 OA0654* NAD 83(1986)-  43 24 27.     (N)    124 13 16.     (W)     SCALED    
 OA0654* NAVD 88     -         3.629  (meters)      11.91   (feet)  ADJUSTED  
 OA0654  ___________________________________________________________________
 OA0654  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 OA0654  DYNAMIC HT  -           3.629 (meters)      11.91  (feet)  COMP
 OA0654  MODELED GRAV-     980,483.3   (mgal)                       NAVD 88
 OA0654
 OA0654  VERT ORDER  -  FIRST     CLASS II
 OA0654
 OA0654.The horizontal coordinates were scaled from a topographic map and have
 OA0654.an estimated accuracy of +/- 6 seconds.
 OA0654
 OA0654.The orthometric height was determined by differential leveling
 OA0654.and adjusted in June 1991.
 OA0654
 OA0654.This Tidal Bench Mark is designated as VM 8809
 OA0654.by the Center for Operational Oceanographic Products and Services.
 OA0654
 OA0654.The geoid height was determined by GEOID03.
 OA0654
 OA0654.The dynamic height is computed by dividing the NAVD 88
 OA0654.geopotential number by the normal gravity value computed on the
 OA0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0654.degrees latitude (g = 980.6199 gals.).
 OA0654
 OA0654.The modeled gravity was interpolated from observed gravity values.
 OA0654
 OA0654;                    North         East    Units  Estimated Accuracy
 OA0654;SPC OR S     -   200,070.    1,198,720.      MT  (+/- 180 meters Scaled)
 OA0654
 OA0654                          SUPERSEDED SURVEY CONTROL
 OA0654
 OA0654.No superseded survey control is available for this station.
 OA0654
 OA0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP011067(NAD 83)
 OA0654_MARKER: DJ = TIDAL STATION DISK
 OA0654_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 OA0654_SP_SET: SIDEWALK
 OA0654_STAMPING: BENCH MARK NO 3 1960 PORTLAND DIST. 1960
 OA0654_MARK LOGO: USE   
 OA0654_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OA0654_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OA0654+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2006
 OA0654
 OA0654  HISTORY     - Date     Condition        Report By
 OA0654  HISTORY     - 1960     MONUMENTED       USE
 OA0654  HISTORY     - 1987     GOOD             NGS
 OA0654  HISTORY     - 19940630 GOOD             USPSQD
 OA0654  HISTORY     - 20000204 GOOD             USPSQD
 OA0654  HISTORY     - 20010303 GOOD             USPSQD
 OA0654  HISTORY     - 20060412 GOOD             USPSQD
 OA0654
 OA0654                          STATION DESCRIPTION
 OA0654
 OA0654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 OA0654'IN NORTH BEND.
 OA0654'IN NORTH BEND, AT THE INTERSECTION OF THE SOUTHERN PACIFIC RAILROAD
 OA0654'AND CALIFORNIA AVENUE, IN THE SOUTHEAST CORNER OF THE EAST END OF A
 OA0654'SIDEWALK, 61.0 M (200.1 FT) EAST OF THE NEAR RAIL, 9.5 M (31.2 FT)
 OA0654'SOUTH OF THE CENTER OF THE AVENUE, 2.9 M (9.5 FT) NORTH OF THE
 OA0654'NORTHEAST CORNER OF THE JONES OREGON STEVEDORING COMPANY, AND 0.3 M
 OA0654'(1.0 FT) WEST OF THE EAST END OF THE SIDEWALK.
 OA0654'THE MARK IS 0.1 M ABOVE THE AVENUE.
 OA0654
 OA0654                          STATION RECOVERY (1994)
 OA0654
 OA0654'RECOVERY NOTE BY US POWER SQUADRON 1994
 OA0654'RECOVERED IN GOOD CONDITION.
 OA0654
 OA0654                          STATION RECOVERY (2000)
 OA0654
 OA0654'RECOVERY NOTE BY US POWER SQUADRON 2000
 OA0654'RECOVERED IN GOOD CONDITION.
 OA0654
 OA0654                          STATION RECOVERY (2001)
 OA0654
 OA0654'RECOVERY NOTE BY US POWER SQUADRON 2001 (AES)
 OA0654'RECOVERED IN GOOD CONDITION.
 OA0654
 OA0654                          STATION RECOVERY (2006)
 OA0654
 OA0654'RECOVERY NOTE BY US POWER SQUADRON 2006 (AES)
 OA0654'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0656 ***********************************************************************
 OA0656  TIDAL BM    -  This is a Tidal Bench Mark.
 OA0656  DESIGNATION -  943 2895 TIDAL N BEND 2
 OA0656  PID         -  OA0656
 OA0656  STATE/COUNTY-  OR/COOS
 OA0656  USGS QUAD   -  NORTH BEND (1971)
 OA0656
 OA0656                         *CURRENT SURVEY CONTROL
 OA0656  ___________________________________________________________________
 OA0656* NAD 83(1986)-  43 24 29.     (N)    124 13 17.     (W)     SCALED    
 OA0656* NAVD 88     -         4.412  (meters)      14.47   (feet)  ADJUSTED  
 OA0656  ___________________________________________________________________
 OA0656  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 OA0656  DYNAMIC HT  -           4.412 (meters)      14.47  (feet)  COMP
 OA0656  MODELED GRAV-     980,483.3   (mgal)                       NAVD 88
 OA0656
 OA0656  VERT ORDER  -  FIRST     CLASS II
 OA0656
 OA0656.The horizontal coordinates were scaled from a topographic map and have
 OA0656.an estimated accuracy of +/- 6 seconds.
 OA0656
 OA0656.The orthometric height was determined by differential leveling
 OA0656.and adjusted in June 1991.
 OA0656
 OA0656.This Tidal Bench Mark is designated as VM 8812
 OA0656.by the Center for Operational Oceanographic Products and Services.
 OA0656
 OA0656.The geoid height was determined by GEOID03.
 OA0656
 OA0656.The dynamic height is computed by dividing the NAVD 88
 OA0656.geopotential number by the normal gravity value computed on the
 OA0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0656.degrees latitude (g = 980.6199 gals.).
 OA0656
 OA0656.The modeled gravity was interpolated from observed gravity values.
 OA0656
 OA0656;                    North         East    Units  Estimated Accuracy
 OA0656;SPC OR S     -   200,130.    1,198,700.      MT  (+/- 180 meters Scaled)
 OA0656
 OA0656                          SUPERSEDED SURVEY CONTROL
 OA0656
 OA0656.No superseded survey control is available for this station.
 OA0656
 OA0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP011068(NAD 83)
 OA0656_MARKER: DJ = TIDAL STATION DISK
 OA0656_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OA0656_SP_SET: FOUNDATION
 OA0656_STAMPING: NORTH BEND TIDAL NO 2 1976 PORTLAND DIST.
 OA0656_MARK LOGO: USE   
 OA0656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0656+STABILITY: SURFACE MOTION
 OA0656
 OA0656  HISTORY     - Date     Condition        Report By
 OA0656  HISTORY     - 1976     MONUMENTED       USE
 OA0656  HISTORY     - 1987     GOOD             NGS
 OA0656  HISTORY     - 19940630 GOOD             USPSQD
 OA0656  HISTORY     - 20000204 GOOD             USPSQD
 OA0656  HISTORY     - 20010303 GOOD             USPSQD
 OA0656  HISTORY     - 20061006 MARK NOT FOUND   USPSQD
 OA0656
 OA0656                          STATION DESCRIPTION
 OA0656
 OA0656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 OA0656'IN NORTH BEND.
 OA0656'IN NORTH BEND, AT THE INTERSECTION OF THE SOUTHERN PACIFIC RAILROAD
 OA0656'AND CALIFORNIA AVENUE, IN AN ABANDONED CONCRETE FOUNDATION AT THE
 OA0656'SOUTH SIDE OF THE OCEAN TERMINALS COMPANY WAREHOUSE AND OFFICE, 290.0
 OA0656'M (951.4 FT) NORTH OF THE CENTER OF THE AVENUE, 43.0 M (141.1 FT)
 OA0656'EAST OF THE NEAR RAIL, 5.4 M (17.7 FT) EAST OF THE CENTER OF THE MOST
 OA0656'WESTERLY 1 OF 2 LARGE DOORS, AND 0.3 M (1.0 FT) SOUTH OF THE SOUTH
 OA0656'FACE OF THE BUILDING.
 OA0656'THE MARK IS ABOVE LEVEL WITH THE AVENUE.
 OA0656
 OA0656                          STATION RECOVERY (1994)
 OA0656
 OA0656'RECOVERY NOTE BY US POWER SQUADRON 1994
 OA0656'RECOVERED IN GOOD CONDITION.
 OA0656
 OA0656                          STATION RECOVERY (2000)
 OA0656
 OA0656'RECOVERY NOTE BY US POWER SQUADRON 2000
 OA0656'RECOVERED IN GOOD CONDITION.
 OA0656
 OA0656                          STATION RECOVERY (2001)
 OA0656
 OA0656'RECOVERY NOTE BY US POWER SQUADRON 2001 (AES)
 OA0656'RECOVERED IN GOOD CONDITION.
 OA0656
 OA0656                          STATION RECOVERY (2006)
 OA0656
 OA0656'RECOVERY NOTE BY US POWER SQUADRON 2006 (SO)
 OA0656'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0304 ***********************************************************************
 OA0304  DESIGNATION -  943 3446 TIDAL 10
 OA0304  PID         -  OA0304
 OA0304  STATE/COUNTY-  OR/DOUGLAS
 OA0304  USGS QUAD   -  WINCHESTER BAY (1985)
 OA0304
 OA0304                         *CURRENT SURVEY CONTROL
 OA0304  ___________________________________________________________________
 OA0304* NAD 83(1986)-  43 40 22.     (N)    124 10 41.     (W)     SCALED    
 OA0304* NAVD 88     -         3.745  (meters)      12.29   (feet)  ADJUSTED  
 OA0304  ___________________________________________________________________
 OA0304  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 OA0304  DYNAMIC HT  -           3.745 (meters)      12.29  (feet)  COMP
 OA0304  MODELED GRAV-     980,522.1   (mgal)                       NAVD 88
 OA0304
 OA0304  VERT ORDER  -  FIRST     CLASS II
 OA0304
 OA0304.The horizontal coordinates were scaled from a topographic map and have
 OA0304.an estimated accuracy of +/- 6 seconds.
 OA0304
 OA0304.The orthometric height was determined by differential leveling
 OA0304.and adjusted in June 1991.
 OA0304
 OA0304.The geoid height was determined by GEOID03.
 OA0304
 OA0304.The dynamic height is computed by dividing the NAVD 88
 OA0304.geopotential number by the normal gravity value computed on the
 OA0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0304.degrees latitude (g = 980.6199 gals.).
 OA0304
 OA0304.The modeled gravity was interpolated from observed gravity values.
 OA0304
 OA0304;                    North         East    Units  Estimated Accuracy
 OA0304;SPC OR S     -   229,360.    1,203,500.      MT  (+/- 180 meters Scaled)
 OA0304
 OA0304                          SUPERSEDED SURVEY CONTROL
 OA0304
 OA0304  NGVD 29 (??/??/92)    2.647  (m)            8.68   (f) ADJ UNCH    1 2
 OA0304
 OA0304.Superseded values are not recommended for survey control.
 OA0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0304.See file dsdata.txt to determine how the superseded data were derived.
 OA0304
 OA0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP050362(NAD 83)
 OA0304_MARKER: DB = BENCH MARK DISK
 OA0304_SETTING: 66 = SET IN ROCK OUTCROP
 OA0304_SP_SET: BEDROCK
 OA0304_STAMPING: 10 1933
 OA0304_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OA0304+STABILITY: POSITION/ELEVATION WELL
 OA0304
 OA0304  HISTORY     - Date     Condition        Report By
 OA0304  HISTORY     - 1933     MONUMENTED       CGS
 OA0304  HISTORY     - 1956     MARK NOT FOUND   USGS
 OA0304  HISTORY     - 1982     MARK NOT FOUND   USGS
 OA0304  HISTORY     - 1987     MARK NOT FOUND   NGS
 OA0304
 OA0304                          STATION DESCRIPTION
 OA0304
 OA0304'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 OA0304'IN WINCHESTER BAY.
 OA0304'AT WINCHESTER BAY, DOUGLAS COUNTY, ALONG THE BEACH ON THE SOUTH SIDE
 OA0304'OF THE BAY, WEST OF THE SOUTH END OF THE OREGON COAST HIGHWAY (U.S.
 OA0304'101) BRIDGE OVER WINCHESTER CREEK, ABOUT 650 FEET SOUTHEAST OF BENCH
 OA0304'MARK TIDAL 9, DESCRIBED BELOW, AT THE BASE OF THE SOUTHWEST ROCK
 OA0304'BLUFFS ON A SMALL HEADLAND, EAST OF A SMALL CREEK AND IN THE TOP OF A
 OA0304'SANDSTONE BEDROCK, 5 FEET WEST OF A DEEP CAVE, JUST BELOW A ROCK WITH
 OA0304'LARGE WHITE LETTERS PAINTED U.S.B.M., AND ABOUT 5 FEET ABOVE THE
 OA0304'BEACH.  A STANDARD DISK, STAMPED 10 1933.
 OA0304
 OA0304                          STATION RECOVERY (1982)
 OA0304
 OA0304'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 OA0304'MARK NOT FOUND.
 OA0304
 OA0304                          STATION RECOVERY (1987)
 OA0304
 OA0304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 OA0304'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0677 ***********************************************************************
 OA0677  DESIGNATION -  943 3446 TIDAL 12
 OA0677  PID         -  OA0677
 OA0677  STATE/COUNTY-  OR/DOUGLAS
 OA0677  USGS QUAD   -  WINCHESTER BAY (1985)
 OA0677
 OA0677                         *CURRENT SURVEY CONTROL
 OA0677  ___________________________________________________________________
 OA0677* NAD 83(1986)-  43 40 29.     (N)    124 10 43.     (W)     SCALED    
 OA0677* NAVD 88     -         5.010  (meters)      16.44   (feet)  ADJUSTED  
 OA0677  ___________________________________________________________________
 OA0677  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 OA0677  DYNAMIC HT  -           5.010 (meters)      16.44  (feet)  COMP
 OA0677  MODELED GRAV-     980,523.0   (mgal)                       NAVD 88
 OA0677
 OA0677  VERT ORDER  -  FIRST     CLASS II
 OA0677
 OA0677.The horizontal coordinates were scaled from a topographic map and have
 OA0677.an estimated accuracy of +/- 6 seconds.
 OA0677
 OA0677.The orthometric height was determined by differential leveling
 OA0677.and adjusted in June 1991.
 OA0677
 OA0677.The geoid height was determined by GEOID03.
 OA0677
 OA0677.The dynamic height is computed by dividing the NAVD 88
 OA0677.geopotential number by the normal gravity value computed on the
 OA0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0677.degrees latitude (g = 980.6199 gals.).
 OA0677
 OA0677.The modeled gravity was interpolated from observed gravity values.
 OA0677
 OA0677;                    North         East    Units  Estimated Accuracy
 OA0677;SPC OR S     -   229,580.    1,203,460.      MT  (+/- 180 meters Scaled)
 OA0677
 OA0677                          SUPERSEDED SURVEY CONTROL
 OA0677
 OA0677.No superseded survey control is available for this station.
 OA0677
 OA0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP049364(NAD 83)
 OA0677_MARKER: DJ = TIDAL STATION DISK
 OA0677_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OA0677_SP_SET: BRIDGE CURB
 OA0677_STAMPING: TIDAL 12 1973
 OA0677_MARK LOGO: NGS   
 OA0677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0677+STABILITY: SURFACE MOTION
 OA0677_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OA0677+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2002
 OA0677
 OA0677  HISTORY     - Date     Condition        Report By
 OA0677  HISTORY     - 1973     MONUMENTED       NGS
 OA0677  HISTORY     - 1987     GOOD             NGS
 OA0677  HISTORY     - 20020804 GOOD             USPSQD
 OA0677
 OA0677                          STATION DESCRIPTION
 OA0677
 OA0677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 OA0677'IN WINCHESTER BAY.
 OA0677'IN WINCHESTER BAY, AT THE INTERSECTION OF SALMON HARBOR DRIVE AND
 OA0677'WINCHESTER CREEK, IN TOP OF AND 0.3 M (1.0 FT) EAST OF THE WEST END
 OA0677'OF THE NORTH CURB OF A BRIDGE SPANNING THE CREEK, AND 4.2 M (13.8 FT)
 OA0677'NORTHWEST OF THE CENTERLINE OF THE DRIVE.
 OA0677'THE MARK IS 0.2 M ABOVE THE DRIVE.
 OA0677
 OA0677                          STATION RECOVERY (2002)
 OA0677
 OA0677'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 OA0677' 
 OA0677' 
 OA0677' 
 OA0677' 
 OA0677' 
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0319 ***********************************************************************
 OA0319  DESIGNATION -  943 3501 TIDAL 1
 OA0319  PID         -  OA0319
 OA0319  STATE/COUNTY-  OR/DOUGLAS
 OA0319  USGS QUAD   -  REEDSPORT (1985)
 OA0319
 OA0319                         *CURRENT SURVEY CONTROL
 OA0319  ___________________________________________________________________
 OA0319* NAD 83(1986)-  43 42 22.     (N)    124 05 49.     (W)     SCALED    
 OA0319* NAVD 88     -         3.989  (meters)      13.09   (feet)  ADJUSTED  
 OA0319  ___________________________________________________________________
 OA0319  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 OA0319  DYNAMIC HT  -           3.989 (meters)      13.09  (feet)  COMP
 OA0319  MODELED GRAV-     980,523.0   (mgal)                       NAVD 88
 OA0319
 OA0319  VERT ORDER  -  FIRST     CLASS II
 OA0319
 OA0319.The horizontal coordinates were scaled from a topographic map and have
 OA0319.an estimated accuracy of +/- 6 seconds.
 OA0319
 OA0319.The orthometric height was determined by differential leveling
 OA0319.and adjusted in June 1991.
 OA0319
 OA0319.The geoid height was determined by GEOID03.
 OA0319
 OA0319.The dynamic height is computed by dividing the NAVD 88
 OA0319.geopotential number by the normal gravity value computed on the
 OA0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0319.degrees latitude (g = 980.6199 gals.).
 OA0319
 OA0319.The modeled gravity was interpolated from observed gravity values.
 OA0319
 OA0319;                    North         East    Units  Estimated Accuracy
 OA0319;SPC OR S     -   232,780.    1,210,190.      MT  (+/- 180 meters Scaled)
 OA0319
 OA0319                          SUPERSEDED SURVEY CONTROL
 OA0319
 OA0319  NGVD 29 (??/??/92)    2.900  (m)            9.51   (f) ADJ UNCH    1 2
 OA0319
 OA0319.Superseded values are not recommended for survey control.
 OA0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0319.See file dsdata.txt to determine how the superseded data were derived.
 OA0319
 OA0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP116398(NAD 83)
 OA0319_MARKER: DB = BENCH MARK DISK
 OA0319_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OA0319_SP_SET: CONCRETE BASE
 OA0319_STAMPING: 1 1934
 OA0319_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OA0319
 OA0319  HISTORY     - Date     Condition        Report By
 OA0319  HISTORY     - 1934     MONUMENTED       CGS
 OA0319  HISTORY     - 1948     GOOD             NGS
 OA0319  HISTORY     - 1981     MARK NOT FOUND   USGS
 OA0319  HISTORY     - 1987     MARK NOT FOUND   NGS
 OA0319
 OA0319                          STATION DESCRIPTION
 OA0319
 OA0319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 OA0319'IN REEDSPORT.
 OA0319'AT REEDSPORT, DOUGLAS COUNTY, AT THE SOUTHWEST END OF THE SOUTHERN
 OA0319'PACIFIC CO. RAILROAD BRIDGE OVER UMPQUA RIVER, AT THE FOUNDATION OF
 OA0319'THE STANDARD OIL CO. STORAGE TANKS, 1 FOOT FROM THE NORTHWEST CORNER,
 OA0319'AND IN THE TOP OF THE CONCRETE BASE.  A STANDARD DISK, STAMPED 1 1934.
 OA0319
 OA0319                          STATION RECOVERY (1981)
 OA0319
 OA0319'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 OA0319'MARK NOT FOUND.
 OA0319
 OA0319                          STATION RECOVERY (1987)
 OA0319
 OA0319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 OA0319'THE TANKS AND FOUNDATION HAVE BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0383 ***********************************************************************
 OA0383  TIDAL BM    -  This is a Tidal Bench Mark.
 OA0383  DESIGNATION -  943 4032 TIDAL 2 RESET
 OA0383  PID         -  OA0383
 OA0383  STATE/COUNTY-  OR/LANE
 OA0383  USGS QUAD   -  FLORENCE (1984)
 OA0383
 OA0383                         *CURRENT SURVEY CONTROL
 OA0383  ___________________________________________________________________
 OA0383* NAD 83(1986)-  43 58 06.     (N)    124 06 25.     (W)     SCALED    
 OA0383* NAVD 88     -         6.205  (meters)      20.36   (feet)  ADJUSTED  
 OA0383  ___________________________________________________________________
 OA0383  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 OA0383  DYNAMIC HT  -           6.204 (meters)      20.35  (feet)  COMP
 OA0383  MODELED GRAV-     980,533.9   (mgal)                       NAVD 88
 OA0383
 OA0383  VERT ORDER  -  FIRST     CLASS II
 OA0383
 OA0383.The horizontal coordinates were scaled from a topographic map and have
 OA0383.an estimated accuracy of +/- 6 seconds.
 OA0383
 OA0383.The orthometric height was determined by differential leveling
 OA0383.and adjusted in June 1991.
 OA0383
 OA0383.This Tidal Bench Mark is designated as VM 14417
 OA0383.by the Center for Operational Oceanographic Products and Services.
 OA0383
 OA0383.The geoid height was determined by GEOID03.
 OA0383
 OA0383.The dynamic height is computed by dividing the NAVD 88
 OA0383.geopotential number by the normal gravity value computed on the
 OA0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0383.degrees latitude (g = 980.6199 gals.).
 OA0383
 OA0383.The modeled gravity was interpolated from observed gravity values.
 OA0383
 OA0383;                    North         East    Units  Estimated Accuracy
 OA0383;SPC OR S     -   261,920.    1,210,640.      MT  (+/- 180 meters Scaled)
 OA0383
 OA0383                          SUPERSEDED SURVEY CONTROL
 OA0383
 OA0383.No superseded survey control is available for this station.
 OA0383
 OA0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP112689(NAD 83)
 OA0383_MARKER: DB = BENCH MARK DISK
 OA0383_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OA0383+WITH SETTING: PAVEMENT
 OA0383_SP_SET: STEP LANDING
 OA0383_STAMPING: TIDAL 2 RESET 1965
 OA0383_MARK LOGO: CGS   
 OA0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0383+STABILITY: SURFACE MOTION
 OA0383_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OA0383+SATELLITE: SATELLITE OBSERVATIONS - November 25, 2002
 OA0383
 OA0383  HISTORY     - Date     Condition        Report By
 OA0383  HISTORY     - 1965     MONUMENTED       CGS
 OA0383  HISTORY     - 1987     GOOD             NGS
 OA0383  HISTORY     - 19940818 GOOD             USPSQD
 OA0383  HISTORY     - 20021125 GOOD             USPSQD
 OA0383
 OA0383                          STATION DESCRIPTION
 OA0383
 OA0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 OA0383'IN FLORENCE.
 OA0383'AT FLORENCE, 0.1 MILE NORTH OF THE INTERSECTION OF BAY STREET AND
 OA0383'LAUREL STREET, 70 FEET WEST OF THE CENTER OF LAUREL STREET, 49 FEET
 OA0383'SOUTHWEST OF A POWER POLE WITH A TRANSFORMER ON IT, CEMENTED IN A
 OA0383'DRILL HOLE IN THE CONCRETE STEP OF THE NORTHEAST ENTRANCE TO THE
 OA0383'FLORENCE CITY FIRE HALL, 3 1/2 FEET NORTH OF THE NORTH FACE OF THE
 OA0383'FIRE HALL, 0.6 FOOT SOUTH OF THE NORTH EDGE OF THE STEP AND 0.6 FOOT
 OA0383'WEST OF THE EAST EDGE OF THE STEP.  THE BENCH MARK STAMPED TIDAL 2
 OA0383'RESET 1965 IS 70 FEET SOUTHWEST OF THE BENCH MARK STAMPED 2 1933.
 OA0383
 OA0383                          STATION RECOVERY (1987)
 OA0383
 OA0383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 OA0383'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  IN FLORENCE, AT
 OA0383'THE INTERSECTION OF LAUREL AND FIRST STREETS.  ADD--61.0 M (200.1 FT)
 OA0383'NORTH OF THE CENTER OF FIRST STREET.
 OA0383'THE MARK IS 0.6 M ABOVE LAUREL STREET.
 OA0383
 OA0383                          STATION RECOVERY (1994)
 OA0383
 OA0383'RECOVERY NOTE BY US POWER SQUADRON 1994
 OA0383'RECOVERED IN GOOD CONDITION.
 OA0383
 OA0383                          STATION RECOVERY (2002)
 OA0383
 OA0383'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 OA0383'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0710 ***********************************************************************
 OA0710  TIDAL BM    -  This is a Tidal Bench Mark.
 OA0710  DESIGNATION -  943 4032 TIDAL 4
 OA0710  PID         -  OA0710
 OA0710  STATE/COUNTY-  OR/LANE
 OA0710  USGS QUAD   -  FLORENCE (1984)
 OA0710
 OA0710                         *CURRENT SURVEY CONTROL
 OA0710  ___________________________________________________________________
 OA0710* NAD 83(1986)-  43 58 05.     (N)    124 06 07.     (W)     SCALED    
 OA0710* NAVD 88     -         3.362  (meters)      11.03   (feet)  ADJUSTED  
 OA0710  ___________________________________________________________________
 OA0710  GEOID HEIGHT-         -24.72  (meters)                     GEOID03
 OA0710  DYNAMIC HT  -           3.362 (meters)      11.03  (feet)  COMP
 OA0710  MODELED GRAV-     980,534.1   (mgal)                       NAVD 88
 OA0710
 OA0710  VERT ORDER  -  FIRST     CLASS II
 OA0710
 OA0710.The horizontal coordinates were scaled from a topographic map and have
 OA0710.an estimated accuracy of +/- 6 seconds.
 OA0710
 OA0710.The orthometric height was determined by differential leveling
 OA0710.and adjusted in June 1991.
 OA0710
 OA0710.This Tidal Bench Mark is designated as VM 14419
 OA0710.by the Center for Operational Oceanographic Products and Services.
 OA0710
 OA0710.The geoid height was determined by GEOID03.
 OA0710
 OA0710.The dynamic height is computed by dividing the NAVD 88
 OA0710.geopotential number by the normal gravity value computed on the
 OA0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0710.degrees latitude (g = 980.6199 gals.).
 OA0710
 OA0710.The modeled gravity was interpolated from observed gravity values.
 OA0710
 OA0710;                    North         East    Units  Estimated Accuracy
 OA0710;SPC OR S     -   261,870.    1,211,040.      MT  (+/- 180 meters Scaled)
 OA0710
 OA0710                          SUPERSEDED SURVEY CONTROL
 OA0710
 OA0710.No superseded survey control is available for this station.
 OA0710
 OA0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP116689(NAD 83)
 OA0710_MARKER: DB = BENCH MARK DISK
 OA0710_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OA0710+WITH SETTING: PAVEMENT
 OA0710_SP_SET: SIGN FOUNDATION
 OA0710_STAMPING: BM NO 4 PORTLAND DIST.
 OA0710_MARK LOGO: USE   
 OA0710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0710+STABILITY: SURFACE MOTION
 OA0710
 OA0710  HISTORY     - Date     Condition        Report By
 OA0710  HISTORY     - 1962     MONUMENTED       USE
 OA0710  HISTORY     - 1987     GOOD             NGS
 OA0710  HISTORY     - 19940818 GOOD             USPSQD
 OA0710  HISTORY     - 20021125 MARK NOT FOUND   USPSQD
 OA0710
 OA0710                          STATION DESCRIPTION
 OA0710
 OA0710'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 OA0710'IN FLORENCE.
 OA0710'IN FLORENCE, AT THE INTERSECTION OF LAUREL AND HARBOR STREETS, IN TOP
 OA0710'OF THE SOUTHEAST CORNER OF A 4 BY 4 FOOT SIGN FOUNDATION
 OA0710'(NOW ABANDONED) AT THE HOLIDAY HARBOR MARINA, 54.0 M (177.2 FT) SOUTH
 OA0710'OF THE CENTER OF LAUREL STREET, 8.6 M (28.2 FT) WEST OF THE CENTER OF
 OA0710'HARBOR STREET, AND 3.2 M (10.5 FT) NORTH OF THE NORTHEAST CORNER OF A
 OA0710'WOODEN WALKWAY.
 OA0710'THE MARK IS 0.2 M BELOW HARBOR STREET.
 OA0710
 OA0710                          STATION RECOVERY (1994)
 OA0710
 OA0710'RECOVERY NOTE BY US POWER SQUADRON 1994
 OA0710'RECOVERED IN GOOD CONDITION.
 OA0710
 OA0710                          STATION RECOVERY (2002)
 OA0710
 OA0710'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 OA0710'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1306 ***********************************************************************
 QE1306  DESIGNATION -  943 4989 TIDAL 1
 QE1306  PID         -  QE1306
 QE1306  STATE/COUNTY-  OR/LINCOLN
 QE1306  USGS QUAD   -  WALDPORT (1984)
 QE1306
 QE1306                         *CURRENT SURVEY CONTROL
 QE1306  ___________________________________________________________________
 QE1306* NAD 83(1986)-  44 26 02.     (N)    124 03 31.     (W)     SCALED    
 QE1306* NAVD 88     -         4.005  (meters)      13.14   (feet)  ADJUSTED  
 QE1306  ___________________________________________________________________
 QE1306  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 QE1306  DYNAMIC HT  -           4.005 (meters)      13.14  (feet)  COMP
 QE1306  MODELED GRAV-     980,578.8   (mgal)                       NAVD 88
 QE1306
 QE1306  VERT ORDER  -  FIRST     CLASS II
 QE1306
 QE1306.The horizontal coordinates were scaled from a topographic map and have
 QE1306.an estimated accuracy of +/- 6 seconds.
 QE1306
 QE1306.The orthometric height was determined by differential leveling
 QE1306.and adjusted in June 1991.
 QE1306
 QE1306.The geoid height was determined by GEOID03.
 QE1306
 QE1306.The dynamic height is computed by dividing the NAVD 88
 QE1306.geopotential number by the normal gravity value computed on the
 QE1306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1306.degrees latitude (g = 980.6199 gals.).
 QE1306
 QE1306.The modeled gravity was interpolated from observed gravity values.
 QE1306
 QE1306;                    North         East    Units  Estimated Accuracy
 QE1306;SPC OR N     -    91,500.    2,216,760.      MT  (+/- 180 meters Scaled)
 QE1306
 QE1306                          SUPERSEDED SURVEY CONTROL
 QE1306
 QE1306.No superseded survey control is available for this station.
 QE1306
 QE1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ157206(NAD 83)
 QE1306_MARKER: DB = BENCH MARK DISK
 QE1306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE1306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE1306_STAMPING: 1 1933
 QE1306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE1306+STABILITY: SURFACE MOTION
 QE1306
 QE1306  HISTORY     - Date     Condition        Report By
 QE1306  HISTORY     - 1933     MONUMENTED       CGS
 QE1306  HISTORY     - 1988     MARK NOT FOUND   NGS
 QE1306  HISTORY     - 20021013 MARK NOT FOUND   USPSQD
 QE1306
 QE1306                          STATION DESCRIPTION
 QE1306
 QE1306'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 QE1306'IN WALDPORT.
 QE1306'170 FEET SOUTH OF THE SOUTH END OF THE FERRY DOCK ALONG THE COAST
 QE1306'HIGHWAY, OR BROADWAY AVE.  38 FEET EAST OF THE CENTER LINE OF THE
 QE1306'HIGHWAY.  12 FEET EAST OF A FIRE HYDRANT, AND 34.5 FEET NORTH OF THE
 QE1306'NORTHWEST CORNER OF BLOCK NO. 1.
 QE1306
 QE1306                          STATION RECOVERY (1988)
 QE1306
 QE1306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QE1306'THERE HAS BEEN CONSTRUCTION AT THIS LOCATION.
 QE1306
 QE1306                          STATION RECOVERY (2002)
 QE1306
 QE1306'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 QE1306'THE AREA IS NOW A GRAVELED PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1307 ***********************************************************************
 QE1307  DESIGNATION -  943 4989 TIDAL 2
 QE1307  PID         -  QE1307
 QE1307  STATE/COUNTY-  OR/LINCOLN
 QE1307  USGS QUAD   -  WALDPORT (1984)
 QE1307
 QE1307                         *CURRENT SURVEY CONTROL
 QE1307  ___________________________________________________________________
 QE1307* NAD 83(1986)-  44 25 59.     (N)    124 03 31.     (W)     SCALED    
 QE1307* NAVD 88     -         4.740  (meters)      15.55   (feet)  ADJUSTED  
 QE1307  ___________________________________________________________________
 QE1307  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 QE1307  DYNAMIC HT  -           4.740 (meters)      15.55  (feet)  COMP
 QE1307  MODELED GRAV-     980,578.9   (mgal)                       NAVD 88
 QE1307
 QE1307  VERT ORDER  -  FIRST     CLASS II
 QE1307
 QE1307.The horizontal coordinates were scaled from a topographic map and have
 QE1307.an estimated accuracy of +/- 6 seconds.
 QE1307
 QE1307.The orthometric height was determined by differential leveling
 QE1307.and adjusted in June 1991.
 QE1307
 QE1307.The geoid height was determined by GEOID03.
 QE1307
 QE1307.The dynamic height is computed by dividing the NAVD 88
 QE1307.geopotential number by the normal gravity value computed on the
 QE1307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1307.degrees latitude (g = 980.6199 gals.).
 QE1307
 QE1307.The modeled gravity was interpolated from observed gravity values.
 QE1307
 QE1307;                    North         East    Units  Estimated Accuracy
 QE1307;SPC OR N     -    91,400.    2,216,760.      MT  (+/- 180 meters Scaled)
 QE1307
 QE1307                          SUPERSEDED SURVEY CONTROL
 QE1307
 QE1307.No superseded survey control is available for this station.
 QE1307
 QE1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ157205(NAD 83)
 QE1307_MARKER: DJ = TIDAL STATION DISK
 QE1307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE1307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE1307_STAMPING: 2 1933
 QE1307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE1307+STABILITY: SURFACE MOTION
 QE1307
 QE1307  HISTORY     - Date     Condition        Report By
 QE1307  HISTORY     - 1933     MONUMENTED       CGS
 QE1307  HISTORY     - 1941     GOOD             NGS
 QE1307  HISTORY     - 1988     MARK NOT FOUND   NGS
 QE1307  HISTORY     - 20021013 MARK NOT FOUND   USPSQD
 QE1307
 QE1307                          STATION DESCRIPTION
 QE1307
 QE1307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QE1307'IN WALDPORT.
 QE1307'IN THE NORTHEAST PART OF WALDPORT, NEAR THE NORTH END OF MILL STREET 3
 QE1307'FEET WEST AND 2 FEET NORTH OF NORTHEAST CORNER OF BLOCK 1, WEST SIDE
 QE1307'OF STREET, IN THE SOUTHEAST CORNER OF ARSINA EVENS YARD, SET IN
 QE1307'CONCRETE POST.  A 4X4 WITNESS POST WAS SET BY MARK.
 QE1307
 QE1307                          STATION RECOVERY (1988)
 QE1307
 QE1307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QE1307'THERE HAS BEEN CONSTRUCTION AT THIS LOCATION.
 QE1307
 QE1307                          STATION RECOVERY (2002)
 QE1307
 QE1307'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 QE1307'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1615 ***********************************************************************
 QE1615  TIDAL BM    -  This is a Tidal Bench Mark.
 QE1615  DESIGNATION -  943 5380 D TIDAL
 QE1615  PID         -  QE1615
 QE1615  STATE/COUNTY-  OR/LINCOLN
 QE1615  USGS QUAD   -  NEWPORT SOUTH (1984)
 QE1615
 QE1615                         *CURRENT SURVEY CONTROL
 QE1615  ___________________________________________________________________
 QE1615* NAD 83(1986)-  44 37 24.     (N)    124 02 38.     (W)     SCALED    
 QE1615* NAVD 88     -         4.195  (meters)      13.76   (feet)  ADJUSTED  
 QE1615  ___________________________________________________________________
 QE1615  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 QE1615  DYNAMIC HT  -           4.194 (meters)      13.76  (feet)  COMP
 QE1615  MODELED GRAV-     980,592.7   (mgal)                       NAVD 88
 QE1615
 QE1615  VERT ORDER  -  FIRST     CLASS II
 QE1615
 QE1615.The horizontal coordinates were scaled from a topographic map and have
 QE1615.an estimated accuracy of +/- 6 seconds.
 QE1615
 QE1615.The orthometric height was determined by differential leveling
 QE1615.and adjusted in June 1991.
 QE1615
 QE1615.This Tidal Bench Mark is designated as VM 1059
 QE1615.by the Center for Operational Oceanographic Products and Services.
 QE1615
 QE1615.The geoid height was determined by GEOID03.
 QE1615
 QE1615.The dynamic height is computed by dividing the NAVD 88
 QE1615.geopotential number by the normal gravity value computed on the
 QE1615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1615.degrees latitude (g = 980.6199 gals.).
 QE1615
 QE1615.The modeled gravity was interpolated from observed gravity values.
 QE1615
 QE1615;                    North         East    Units  Estimated Accuracy
 QE1615;SPC OR N     -   112,470.    2,218,860.      MT  (+/- 180 meters Scaled)
 QE1615
 QE1615                          SUPERSEDED SURVEY CONTROL
 QE1615
 QE1615.No superseded survey control is available for this station.
 QE1615
 QE1615_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ171416(NAD 83)
 QE1615_MARKER: DJ = TIDAL STATION DISK
 QE1615_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 QE1615_SP_SET: GALVANIZED STEEL ROD
 QE1615_STAMPING: 5380 D 1981
 QE1615_MARK LOGO: NOS   
 QE1615_PROJECTION: PROJECTING 15 CENTIMETERS
 QE1615_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE1615_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QE1615+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2006
 QE1615_ROD/PIPE-DEPTH: 19.5 meters
 QE1615
 QE1615  HISTORY     - Date     Condition        Report By
 QE1615  HISTORY     - 1981     MONUMENTED       NOS
 QE1615  HISTORY     - 1988     GOOD             NGS
 QE1615  HISTORY     - 20051211 GOOD             USPSQD
 QE1615  HISTORY     - 20060808 GOOD             GEOCAC
 QE1615
 QE1615                          STATION DESCRIPTION
 QE1615
 QE1615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 QE1615'3.2 KM (2.00 MI) SOUTH FROM NEWPORT.
 QE1615'1.8 KM (1.10 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM ITS JUNCTION
 QE1615'WITH U.S. HIGHWAY 20 IN NEWPORT, THENCE 1.2 KM (0.75 MI) NORTHERLY
 QE1615'ALONG A PAVED ROAD, THENCE 0.2 KM (0.10 MI) EASTERLY ALONG A PAVED
 QE1615'ROAD AND VISTORS PARKING LOT, ON TOP OF A BERM ON THE NORTH SIDE OF
 QE1615'THE PARKING LOT FOR THE OREGON STATE UNIVERSITY MARINE SCIENCE
 QE1615'CENTER, 20.6 M (67.6 FT) NORTH OF THE MOST EASTERLY 1 OF 3 LIGHT
 QE1615'POLES IN THE PARKING LOT, AND 3.4 M (11.2 FT) NORTH OF THE NORTH EDGE
 QE1615'OF THE PARKING LOT.  NOTE--THE DISK IS ENCASED IN A 4-INCH PVC PIPE
 QE1615'WITH CAP.
 QE1615'THE MARK IS 0.6 METERS  W FROM  A WITNESS POST
 QE1615'THE MARK IS 0.6 M ABOVE THE PARKING LOT.
 QE1615
 QE1615                          STATION RECOVERY (2005)
 QE1615
 QE1615'RECOVERY NOTE BY US POWER SQUADRON 2005
 QE1615'RECOVERED IN GOOD CONDITION.
 QE1615
 QE1615                          STATION RECOVERY (2006)
 QE1615
 QE1615'RECOVERY NOTE BY GEOCACHING 2006 (GOP)
 QE1615'HANDHELD GPS N44 37.405 W124 02.648 (NAD83)
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1613 ***********************************************************************
 QE1613  TIDAL BM    -  This is a Tidal Bench Mark.
 QE1613  DESIGNATION -  943 5380 E TIDAL
 QE1613  PID         -  QE1613
 QE1613  STATE/COUNTY-  OR/LINCOLN
 QE1613  USGS QUAD   -  NEWPORT SOUTH (1984)
 QE1613
 QE1613                         *CURRENT SURVEY CONTROL
 QE1613  ___________________________________________________________________
 QE1613* NAD 83(2007)-  44 37 23.35566(N)    124 02 47.57435(W)     ADJUSTED  
 QE1613* NAVD 88     -         3.877  (meters)      12.72   (feet)  ADJUSTED  
 QE1613  ___________________________________________________________________
 QE1613  EPOCH DATE  -        2007.00
 QE1613  X           -  -2,545,762.980 (meters)                     COMP
 QE1613  Y           -  -3,767,642.589 (meters)                     COMP
 QE1613  Z           -   4,457,624.869 (meters)                     COMP
 QE1613  LAPLACE CORR-          16.42  (seconds)                    DEFLEC99
 QE1613  ELLIP HEIGHT-         -20.009 (meters)          (02/10/07) ADJUSTED
 QE1613  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 QE1613  DYNAMIC HT  -           3.876 (meters)      12.72  (feet)  COMP
 QE1613
 QE1613  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 QE1613  Type    PID    Designation                      North   East  Ellip
 QE1613  -------------------------------------------------------------------
 QE1613  NETWORK QE1613 943 5380 E TIDAL                  0.47   0.25   1.43
 QE1613  -------------------------------------------------------------------
 QE1613  MODELED GRAV-     980,593.9   (mgal)                       NAVD 88
 QE1613
 QE1613  VERT ORDER  -  FIRST     CLASS II
 QE1613
 QE1613.This is a reference station for the NEWPORT
 QE1613.National Continuously Operating Reference Station (NEWP).
 QE1613
 QE1613.The horizontal coordinates were established by GPS observations
 QE1613.and adjusted by the National Geodetic Survey in February 2007.
 QE1613
 QE1613.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 QE1613.See www.ngs.noaa.gov/NationalReadjustment for more information.
 QE1613.The horizontal coordinates are valid at the epoch date displayed above.
 QE1613.The epoch date for horizontal control is a decimal equivalence
 QE1613.of Year/Month/Day.
 QE1613
 QE1613.The orthometric height was determined by differential leveling
 QE1613.and adjusted in June 1991.
 QE1613
 QE1613.This Tidal Bench Mark is designated as VM 1060
 QE1613.by the Center for Operational Oceanographic Products and Services.
 QE1613
 QE1613.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QE1613
 QE1613.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE1613
 QE1613.The ellipsoidal height was determined by GPS observations
 QE1613.and is referenced to NAD 83.
 QE1613
 QE1613.The geoid height was determined by GEOID03.
 QE1613
 QE1613.The dynamic height is computed by dividing the NAVD 88
 QE1613.geopotential number by the normal gravity value computed on the
 QE1613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1613.degrees latitude (g = 980.6199 gals.).
 QE1613
 QE1613.The modeled gravity was interpolated from observed gravity values.
 QE1613
 QE1613;                    North         East     Units Scale Factor Converg.
 QE1613;SPC OR N     -   112,463.418 2,218,646.329   MT  0.99993962   -2 30 54.6
 QE1613;SPC OR N     -   368,974.47  7,279,023.39   iFT  0.99993962   -2 30 54.6
 QE1613;UTM  10      - 4,941,621.659   416,977.015   MT  0.99968476   -0 44 06.6
 QE1613
 QE1613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE1613!SPC OR N     -   1.00000314  x   0.99993962  =   0.99994276
 QE1613!UTM  10      -   1.00000314  x   0.99968476  =   0.99968790
 QE1613
 QE1613                          SUPERSEDED SURVEY CONTROL
 QE1613
 QE1613  NAD 83(1998)-  44 37 23.35256(N)    124 02 47.57763(W) AD(       ) B
 QE1613  ELLIP H (06/21/01)  -19.999  (m)                       GP(       ) 4 2
 QE1613  NAD 83(1998)-  44 37 23.35270(N)    124 02 47.57743(W) AD(       ) B
 QE1613  ELLIP H (08/03/00)  -19.989  (m)                       GP(       ) 4 1
 QE1613  NAVD 88 (08/03/00)    3.88   (m)           12.7    (f) LEVELING    3  
 QE1613
 QE1613.Superseded values are not recommended for survey control.
 QE1613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1613.See file dsdata.txt to determine how the superseded data were derived.
 QE1613
 QE1613_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ1697741622(NAD 83)
 QE1613_MARKER: DJ = TIDAL STATION DISK
 QE1613_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 QE1613_SP_SET: GALVANIZED STEEL ROD
 QE1613_STAMPING: 5380 E 1981
 QE1613_MARK LOGO: NOS   
 QE1613_PROJECTION: FLUSH
 QE1613_MAGNETIC: I = MARKER IS A STEEL ROD
 QE1613_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE1613_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QE1613+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2005
 QE1613_ROD/PIPE-DEPTH: 17.1 meters
 QE1613
 QE1613  HISTORY     - Date     Condition        Report By
 QE1613  HISTORY     - 1981     MONUMENTED       NOS
 QE1613  HISTORY     - 1988     GOOD             NGS
 QE1613  HISTORY     - 20000214 GOOD             NGS
 QE1613  HISTORY     - 20051211 GOOD             USPSQD
 QE1613
 QE1613                          STATION DESCRIPTION
 QE1613
 QE1613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 QE1613'3.0 KM (1.85 MI) SOUTH FROM NEWPORT.
 QE1613'1.8 KM (1.10 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM ITS JUNCTION
 QE1613'WITH U.S. HIGHWAY 20 IN NEWPORT, THENCE 1.2 KM (0.75 MI) NORTHERLY
 QE1613'ALONG A PAVED ROAD, 26.2 M (86.0 FT) EAST OF THE CENTERLINE OF THE
 QE1613'ROAD, 19.3 M (63.3 FT) SOUTH OF THE CENTER OF A PAVED ROAD LEADING TO
 QE1613'THE VISTORS PARKING LOT FOR THE MARINE SCIENCE CENTER, 14.0 M
 QE1613'(45.9 FT) SOUTHEAST OF A LIGHT POLE, AND 9.0 M (29.5 FT) WEST OF THE
 QE1613'CENTER OF A PAVED ROAD FOR STAFF ONLY.
 QE1613'THE MARK IS 0.6 METERS  NE FROM  A WITNESS POST
 QE1613'THE MARK IS ABOVE LEVEL WITH THE ROADS.
 QE1613
 QE1613                          STATION RECOVERY (2000)
 QE1613
 QE1613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 QE1613'2.8 KM (1.75 MI) SOUTHERLY ALONG U.S.  HIGHWAY 101 FROM THE JUNCTION
 QE1613'OF U.S.  HIGHWAY 20 IN NEWPORT, THENCE 1.2 KM (0.75 MI) NORTHERLY
 QE1613'ALONG SOUTHWEST ABALONE STREET AND THEN SOUTHEAST OSU DRIVE, THENCE
 QE1613'0.07 KM (0.05 MI) EASTERLY ALONG THE ENTRANCE ROAD TO THE OREGON STATE
 QE1613'UNIVERSITY MARINE SCIENCE CENTER, 79.5 M (260.8 FT) SOUTHWEST OF BENCH
 QE1613'MARK S 743, 25.2 M (82.7 FT) WEST OF A LAMP POLE, 20.8 M (68.2 FT)
 QE1613'NORTHWEST OF THE ROAD CENTER, 18.3 M (60.0 FT) SOUTHWEST OF THE CENTER
 QE1613'OF A PAVED WALKWAY, 15.4 M (50.5 FT) EAST OF A CHAIN-LINK FENCE, 12.4
 QE1613'M (40.7 FT) NORTHEAST OF A CHAIN-LINK FENCE, 1.0 M (3.3 FT) BELOW THE
 QE1613'LEVEL OF THE ROAD, AND 0.7 M (2.3 FT) EAST OF A WITNESS POST.
 QE1613'NOTE--THE DISK IS ENCASED IN A 4-INCH PVC PIPE WITH SCREW CAP AND IS
 QE1613'RECESSED 0.3 M (1.0 FT) BELOW THE GROUND SURFACE. THIS IS A TIDAL
 QE1613'BENCH MARK.  THIS IS A CORS SITE REFERENCE STATION. THE MONUMENT IS ON
 QE1613'THE PROPERTY OF OREGON STATE UNIVERSITY, 2030 MARINE SCIENCE DRIVE,
 QE1613'NEWPORT, OR 97365-5296 PHONE NUMBER (541) 867-0126.
 QE1613
 QE1613                          STATION RECOVERY (2005)
 QE1613
 QE1613'RECOVERY NOTE BY US POWER SQUADRON 2005
 QE1613'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1614 ***********************************************************************
 QE1614  TIDAL BM    -  This is a Tidal Bench Mark.
 QE1614  DESIGNATION -  943 5380 F TIDAL
 QE1614  PID         -  QE1614
 QE1614  STATE/COUNTY-  OR/LINCOLN
 QE1614  USGS QUAD   -  NEWPORT SOUTH (1984)
 QE1614
 QE1614                         *CURRENT SURVEY CONTROL
 QE1614  ___________________________________________________________________
 QE1614* NAD 83(1986)-  44 37 18.     (N)    124 02 47.     (W)     SCALED    
 QE1614* NAVD 88     -         3.622  (meters)      11.88   (feet)  ADJUSTED  
 QE1614  ___________________________________________________________________
 QE1614  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 QE1614  DYNAMIC HT  -           3.622 (meters)      11.88  (feet)  COMP
 QE1614  MODELED GRAV-     980,594.4   (mgal)                       NAVD 88
 QE1614
 QE1614  VERT ORDER  -  FIRST     CLASS II
 QE1614
 QE1614.The horizontal coordinates were scaled from a topographic map and have
 QE1614.an estimated accuracy of +/- 6 seconds.
 QE1614
 QE1614.The orthometric height was determined by differential leveling
 QE1614.and adjusted in June 1991.
 QE1614
 QE1614.This Tidal Bench Mark is designated as VM 1061
 QE1614.by the Center for Operational Oceanographic Products and Services.
 QE1614
 QE1614.The geoid height was determined by GEOID03.
 QE1614
 QE1614.The dynamic height is computed by dividing the NAVD 88
 QE1614.geopotential number by the normal gravity value computed on the
 QE1614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1614.degrees latitude (g = 980.6199 gals.).
 QE1614
 QE1614.The modeled gravity was interpolated from observed gravity values.
 QE1614
 QE1614;                    North         East    Units  Estimated Accuracy
 QE1614;SPC OR N     -   112,300.    2,218,650.      MT  (+/- 180 meters Scaled)
 QE1614
 QE1614                          SUPERSEDED SURVEY CONTROL
 QE1614
 QE1614.No superseded survey control is available for this station.
 QE1614
 QE1614_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ169414(NAD 83)
 QE1614_MARKER: DJ = TIDAL STATION DISK
 QE1614_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 QE1614_SP_SET: GALVANIZED STEEL ROD
 QE1614_STAMPING: 5380 F 1981
 QE1614_MARK LOGO: NOS   
 QE1614_PROJECTION: PROJECTING 10 CENTIMETERS
 QE1614_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE1614_ROD/PIPE-DEPTH: 14.6 meters
 QE1614
 QE1614  HISTORY     - Date     Condition        Report By
 QE1614  HISTORY     - 1981     MONUMENTED       NOS
 QE1614  HISTORY     - 1988     GOOD             NGS
 QE1614
 QE1614                          STATION DESCRIPTION
 QE1614
 QE1614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 QE1614'3.2 KM (2.00 MI) SOUTH FROM NEWPORT.
 QE1614'1.8 KM (1.10 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM ITS JUNCTION
 QE1614'WITH U.S. HIGHWAY 20 IN NEWPORT, THENCE 1.2 KM (0.75 MI) NORTHERLY
 QE1614'ALONG A PAVED ROAD, THENCE 0.2 KM (0.10 MI) SOUTHERLY ALONG A PAVED
 QE1614'ROAD, ON THE OUTSIDE OF A CURVE IN THE ROAD, 56.0 M (183.7 FT) SOUTH
 QE1614'OF THE SOUTHWEST CORNER OF THE OREGON FISH AND WILDLIFE MARINE
 QE1614'REGIONAL OFFICE, AND 8.5 M (27.9 FT) SOUTH OF THE CENTER OF THE ROAD.
 QE1614'NOTE--THE DISK IS ENCASED IN A 4-INCH PVC PIPE WITH CAP.
 QE1614'THE MARK IS 0.55 METERS  N FROM  A WITNESS POST
 QE1614'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1612 ***********************************************************************
 QE1612  TIDAL BM    -  This is a Tidal Bench Mark.
 QE1612  DESIGNATION -  943 5380 TIDAL 3
 QE1612  PID         -  QE1612
 QE1612  STATE/COUNTY-  OR/LINCOLN
 QE1612  USGS QUAD   -  NEWPORT SOUTH (1984)
 QE1612
 QE1612                         *CURRENT SURVEY CONTROL
 QE1612  ___________________________________________________________________
 QE1612* NAD 83(2007)-  44 37 21.78702(N)    124 02 48.82908(W)     ADJUSTED  
 QE1612* NAVD 88     -         4.081  (meters)      13.39   (feet)  ADJUSTED  
 QE1612  ___________________________________________________________________
 QE1612  EPOCH DATE  -        2007.00
 QE1612  X           -  -2,545,805.035 (meters)                     COMP
 QE1612  Y           -  -3,767,655.423 (meters)                     COMP
 QE1612  Z           -   4,457,590.571 (meters)                     COMP
 QE1612  LAPLACE CORR-          16.41  (seconds)                    DEFLEC99
 QE1612  ELLIP HEIGHT-         -19.774 (meters)          (02/10/07) ADJUSTED
 QE1612  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 QE1612  DYNAMIC HT  -           4.081 (meters)      13.39  (feet)  COMP
 QE1612
 QE1612  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 QE1612  Type    PID    Designation                      North   East  Ellip
 QE1612  -------------------------------------------------------------------
 QE1612  NETWORK QE1612 943 5380 TIDAL 3                  0.31   0.24   0.80
 QE1612  -------------------------------------------------------------------
 QE1612  MODELED GRAV-     980,594.1   (mgal)                       NAVD 88
 QE1612
 QE1612  VERT ORDER  -  FIRST     CLASS II
 QE1612
 QE1612.The horizontal coordinates were established by GPS observations
 QE1612.and adjusted by the National Geodetic Survey in February 2007.
 QE1612
 QE1612.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 QE1612.See www.ngs.noaa.gov/NationalReadjustment for more information.
 QE1612.The horizontal coordinates are valid at the epoch date displayed above.
 QE1612.The epoch date for horizontal control is a decimal equivalence
 QE1612.of Year/Month/Day.
 QE1612
 QE1612.The orthometric height was determined by differential leveling
 QE1612.and adjusted in June 1991.
 QE1612
 QE1612.This Tidal Bench Mark is designated as VM 1062
 QE1612.by the Center for Operational Oceanographic Products and Services.
 QE1612
 QE1612.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QE1612
 QE1612.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE1612
 QE1612.The ellipsoidal height was determined by GPS observations
 QE1612.and is referenced to NAD 83.
 QE1612
 QE1612.The geoid height was determined by GEOID03.
 QE1612
 QE1612.The dynamic height is computed by dividing the NAVD 88
 QE1612.geopotential number by the normal gravity value computed on the
 QE1612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1612.degrees latitude (g = 980.6199 gals.).
 QE1612
 QE1612.The modeled gravity was interpolated from observed gravity values.
 QE1612
 QE1612;                    North         East     Units Scale Factor Converg.
 QE1612;SPC OR N     -   112,416.261 2,218,616.572   MT  0.99993969   -2 30 55.5
 QE1612;SPC OR N     -   368,819.75  7,278,925.76   iFT  0.99993969   -2 30 55.5
 QE1612;UTM  10      - 4,941,573.612   416,948.744   MT  0.99968482   -0 44 07.5
 QE1612
 QE1612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE1612!SPC OR N     -   1.00000310  x   0.99993969  =   0.99994279
 QE1612!UTM  10      -   1.00000310  x   0.99968482  =   0.99968792
 QE1612
 QE1612                          SUPERSEDED SURVEY CONTROL
 QE1612
 QE1612  NAD 83(1998)-  44 37 21.78355(N)    124 02 48.83275(W) AD(       ) B
 QE1612  ELLIP H (07/02/01)  -19.765  (m)                       GP(       ) 3 2
 QE1612  NAD 83(1998)-  44 37 21.78334(N)    124 02 48.83249(W) AD(       ) B
 QE1612  ELLIP H (07/02/97)  -19.742  (m)                       GP(       ) 3 1
 QE1612  NAVD 88 (07/02/97)    4.08   (m)           13.4    (f) LEVELING    3  
 QE1612
 QE1612.Superseded values are not recommended for survey control.
 QE1612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1612.See file dsdata.txt to determine how the superseded data were derived.
 QE1612
 QE1612_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ1694941574(NAD 83)
 QE1612_MARKER: DD = SURVEY DISK
 QE1612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE1612_SP_SET: CONCRETE POST
 QE1612_STAMPING: MLLW=14.15 USCGS ELEV 10.35 STAN MONUMENT NO. 3
 QE1612_MARK LOGO: ORTI  
 QE1612_PROJECTION: RECESSED 30 CENTIMETERS
 QE1612_MAGNETIC: N = NO MAGNETIC MATERIAL
 QE1612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE1612+STABILITY: SURFACE MOTION
 QE1612_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QE1612+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2005
 QE1612
 QE1612  HISTORY     - Date     Condition        Report By
 QE1612  HISTORY     - 1981     MONUMENTED       ORTI
 QE1612  HISTORY     - 1988     GOOD             NGS
 QE1612  HISTORY     - 19961109 GOOD             CHANCE
 QE1612  HISTORY     - 20051211 GOOD             USPSQD
 QE1612
 QE1612                          STATION DESCRIPTION
 QE1612
 QE1612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 QE1612'3.0 KM (1.85 MI) SOUTH FROM NEWPORT.
 QE1612'1.8 KM (1.10 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM ITS JUNCTION
 QE1612'WITH U.S. HIGHWAY 20 IN NEWPORT, THENCE 1.2 KM (0.75 MI) NORTHERLY
 QE1612'ALONG A PAVED ROAD, 70.5 M (231.3 FT) SOUTH OF THE ENTRANCE TO THE
 QE1612'OREGON STATE UNIVERSITY MARINE CENTER, 12.1 M (39.7 FT)
 QE1612'SOUTH-SOUTHEAST OF A MANHOLE COVER, 9.3 M (30.5 FT) EAST OF THE
 QE1612'CENTERLINE OF THE ROAD, AND 1.5 M (4.9 FT) WEST OF A FENCE.
 QE1612'THE MARK IS 0.55 METERS  W FROM  A WITNESS POST
 QE1612'THE MARK IS ABOVE LEVEL WITH THE PAVED ROAD.
 QE1612
 QE1612                          STATION RECOVERY (1996)
 QE1612
 QE1612'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (SDC)
 QE1612'THE STATION IS LOCATED ABOUT 13 MILES (20.9 KM) NORTH OF WALDPORT, 5.5
 QE1612'MILES (8.9 KM) WEST OF TOLEDO AND 2 MILES (3.2 KM) SOUTH OF NEWPORT AT
 QE1612'THE ENTRANCE TO THE OREGON STATE UNIVERSITY MARINE RESEARCH CENTER  TO
 QE1612'REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 101 AND US HIGHWAY
 QE1612'20 IN NEWPORT, PROCEED SOUTH ON US HWY 101 1.8 MILES (2.9 KM) TO 32ND
 QE1612'STREET, TURN LEFT AND PROCEED EAST ON 32ND ST 0.1 MILES (0.2 KM) TO SE
 QE1612'FERRY SLIP ROAD, TURN LEFT AND PROCEED NORTH ON SE FERRY SLIP ROAD FOR
 QE1612'0.4 MILES (0.6 KM) TO SE OSU DRIVE, TURN RIGHT AND PROCEED EAST AND
 QE1612'NORTH ON SE OSU DRIVE 0.3 MILES (0.5 KM) TO THE STATION ON THE RIGHT
 QE1612'IN TRIANGULAR TRAFFIC ISLAND  THE STATION IS AN OREGON STATE
 QE1612'UNIVERSITY SURVEY DISK SET IN A 4 INCH ROUND CONCRETE POST, RECESSED
 QE1612'37 CM BELOW THE GROUND, ACCESS IS HAD THROUGH A PVC PIPE WITH A LID.
 QE1612'THE STATION IS LOCATED 9.7 M (31.8 FT) EAST OF THE CENTERLINE OF SE
 QE1612'OSU DRIVE, 29.0 M (95.1 FT) EAST OF POWER POLE NUMBER F17A-7, 35.8 M
 QE1612'(117.5 FT) WEST OF THE NORTHWEST CORNER OF OREGON FISH AND WILDLIFE
 QE1612'OFFICE, 6.0 M (19.7 FT) SOUTH OF A LIGHT POLE FOUNDATION, 20.3 M (66.6
 QE1612'FT) SOUTH SOUTHWEST OF A LIGHT POLE, 12.2 M (40.0 FT) SOUTHEAST OF THE
 QE1612'CENTER OF A MANHOLE AND 0.3 M (1.0 FT) SOUTH OF A WITNESS POST
 QE1612
 QE1612                          STATION RECOVERY (2005)
 QE1612
 QE1612'RECOVERY NOTE BY US POWER SQUADRON 2005
 QE1612'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1617 ***********************************************************************
 QE1617  TIDAL BM    -  This is a Tidal Bench Mark.
 QE1617  DESIGNATION -  943 5380 TIDAL 5
 QE1617  PID         -  QE1617
 QE1617  STATE/COUNTY-  OR/LINCOLN
 QE1617  USGS QUAD   -  NEWPORT SOUTH (1984)
 QE1617
 QE1617                         *CURRENT SURVEY CONTROL
 QE1617  ___________________________________________________________________
 QE1617* NAD 83(1986)-  44 37 24.     (N)    124 02 46.     (W)     SCALED    
 QE1617* NAVD 88     -         4.271  (meters)      14.01   (feet)  ADJUSTED  
 QE1617  ___________________________________________________________________
 QE1617  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 QE1617  DYNAMIC HT  -           4.271 (meters)      14.01  (feet)  COMP
 QE1617  MODELED GRAV-     980,593.6   (mgal)                       NAVD 88
 QE1617
 QE1617  VERT ORDER  -  FIRST     CLASS II
 QE1617
 QE1617.The horizontal coordinates were scaled from a topographic map and have
 QE1617.an estimated accuracy of +/- 6 seconds.
 QE1617
 QE1617.The orthometric height was determined by differential leveling
 QE1617.and adjusted in June 1991.
 QE1617
 QE1617.This Tidal Bench Mark is designated as VM 1063
 QE1617.by the Center for Operational Oceanographic Products and Services.
 QE1617
 QE1617.The geoid height was determined by GEOID03.
 QE1617
 QE1617.The dynamic height is computed by dividing the NAVD 88
 QE1617.geopotential number by the normal gravity value computed on the
 QE1617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1617.degrees latitude (g = 980.6199 gals.).
 QE1617
 QE1617.The modeled gravity was interpolated from observed gravity values.
 QE1617
 QE1617;                    North         East    Units  Estimated Accuracy
 QE1617;SPC OR N     -   112,480.    2,218,680.      MT  (+/- 180 meters Scaled)
 QE1617
 QE1617                          SUPERSEDED SURVEY CONTROL
 QE1617
 QE1617.No superseded survey control is available for this station.
 QE1617
 QE1617_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ170416(NAD 83)
 QE1617_MARKER: DB = BENCH MARK DISK
 QE1617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE1617_SP_SET: CONCRETE POST
 QE1617_STAMPING: OREGON STATE UNIVERSITY MONUMENT NO 5
 QE1617_MARK LOGO: ORTI  
 QE1617_PROJECTION: RECESSED 1 CENTIMETERS
 QE1617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE1617+STABILITY: SURFACE MOTION
 QE1617
 QE1617  HISTORY     - Date     Condition        Report By
 QE1617  HISTORY     - 1968     MONUMENTED       ORTI
 QE1617  HISTORY     - 1988     GOOD             NGS
 QE1617  HISTORY     - 20051211 MARK NOT FOUND   USPSQD
 QE1617
 QE1617                          STATION DESCRIPTION
 QE1617
 QE1617'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 QE1617'3.0 KM (1.85 MI) SOUTH FROM NEWPORT.
 QE1617'1.8 KM (1.10 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM ITS JUNCTION
 QE1617'WITH U.S. HIGHWAY 20 IN NEWPORT, THENCE 1.2 KM (0.75 MI) NORTHERLY
 QE1617'ALONG A PAVED ROAD, IN THE CENTER OF A PAVED ROAD LEADING NORTH TO
 QE1617'THE OREGON STATE UNIVERSITY MARINE SCIENCE CENTER DOCK, 36.9 M
 QE1617'(121.1 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE SHIP SUPPORT
 QE1617'OFFICE, AND 17.0 M (55.8 FT) NORTH OF THE CENTER OF A PAVED ROAD
 QE1617'LEADING TO THE VISTORS PARKING LOT.  NOTE--THE MARK IS 4-INCHES BELOW
 QE1617'THE PAVEMENT SURFACE ACCESS TO WHICH IS THROUGH A 4-INCH METAL PIPE.
 QE1617
 QE1617                          STATION RECOVERY (2005)
 QE1617
 QE1617'RECOVERY NOTE BY US POWER SQUADRON 2005
 QE1617'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1618 ***********************************************************************
 QE1618  TIDAL BM    -  This is a Tidal Bench Mark.
 QE1618  DESIGNATION -  943 5380 TIDAL 6
 QE1618  PID         -  QE1618
 QE1618  STATE/COUNTY-  OR/LINCOLN
 QE1618  USGS QUAD   -  NEWPORT NORTH (1984)
 QE1618
 QE1618                         *CURRENT SURVEY CONTROL
 QE1618  ___________________________________________________________________
 QE1618* NAD 83(1986)-  44 37 30.     (N)    124 02 42.     (W)     SCALED    
 QE1618* NAVD 88     -         4.323  (meters)      14.18   (feet)  ADJUSTED  
 QE1618  ___________________________________________________________________
 QE1618  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 QE1618  DYNAMIC HT  -           4.322 (meters)      14.18  (feet)  COMP
 QE1618  MODELED GRAV-     980,592.5   (mgal)                       NAVD 88
 QE1618
 QE1618  VERT ORDER  -  FIRST     CLASS II
 QE1618
 QE1618.The horizontal coordinates were scaled from a topographic map and have
 QE1618.an estimated accuracy of +/- 6 seconds.
 QE1618
 QE1618.The orthometric height was determined by differential leveling
 QE1618.and adjusted in June 1991.
 QE1618
 QE1618.This Tidal Bench Mark is designated as VM 1064
 QE1618.by the Center for Operational Oceanographic Products and Services.
 QE1618
 QE1618.The geoid height was determined by GEOID03.
 QE1618
 QE1618.The dynamic height is computed by dividing the NAVD 88
 QE1618.geopotential number by the normal gravity value computed on the
 QE1618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1618.degrees latitude (g = 980.6199 gals.).
 QE1618
 QE1618.The modeled gravity was interpolated from observed gravity values.
 QE1618
 QE1618;                    North         East    Units  Estimated Accuracy
 QE1618;SPC OR N     -   112,660.    2,218,780.      MT  (+/- 180 meters Scaled)
 QE1618
 QE1618                          SUPERSEDED SURVEY CONTROL
 QE1618
 QE1618.No superseded survey control is available for this station.
 QE1618
 QE1618_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ171418(NAD 83)
 QE1618_MARKER: DB = BENCH MARK DISK
 QE1618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE1618_SP_SET: CONCRETE POST
 QE1618_STAMPING: OREGON STATE UNIVERSITY MONUMENT NO 6
 QE1618_MARK LOGO: ORTI  
 QE1618_PROJECTION: RECESSED 4 CENTIMETERS
 QE1618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE1618+STABILITY: SURFACE MOTION
 QE1618
 QE1618  HISTORY     - Date     Condition        Report By
 QE1618  HISTORY     - 1968     MONUMENTED       ORTI
 QE1618  HISTORY     - 1988     GOOD             NGS
 QE1618  HISTORY     - 20051211 MARK NOT FOUND   USPSQD
 QE1618
 QE1618                          STATION DESCRIPTION
 QE1618
 QE1618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 QE1618'3.2 KM (2.00 MI) SOUTH FROM NEWPORT.
 QE1618'1.8 KM (1.10 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM ITS JUNCTION
 QE1618'WITH U.S. HIGHWAY 20 IN NEWPORT, THENCE 1.2 KM (0.75 MI) NORTHERLY
 QE1618'ALONG A PAVED ROAD, THENCE 0.2 KM (0.10 MI) NORTH ALONG A PAVED ROAD,
 QE1618'IN THE CENTER OF THE ROAD LEADING TO THE OREGON STATE UNIVERSITY
 QE1618'MARINE SCIENCE CENTER DOCK, 33.0 M (108.3 FT) SOUTH OF THE SOUTH END
 QE1618'OF A CONCRETE PIER, AND 21.5 M (70.5 FT) NORTH OF A STREET LIGHT
 QE1618'POLE.  NOTE--THE MARK IS 4-INCHES BELOW THE PAVEMENT SURFACE ACCESS
 QE1618'TO WHICH IS THROUGH A 4-INCH METAL PIPE.
 QE1618
 QE1618                          STATION RECOVERY (2005)
 QE1618
 QE1618'RECOVERY NOTE BY US POWER SQUADRON 2005
 QE1618'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1425 ***********************************************************************
 QE1425  TIDAL BM    -  This is a Tidal Bench Mark.
 QE1425  DESIGNATION -  943 5827 A TIDAL
 QE1425  PID         -  QE1425
 QE1425  STATE/COUNTY-  OR/LINCOLN
 QE1425  USGS QUAD   -  DEPOE BAY (1984)
 QE1425
 QE1425                         *CURRENT SURVEY CONTROL
 QE1425  ___________________________________________________________________
 QE1425* NAD 83(1986)-  44 48 27.     (N)    124 03 32.     (W)     SCALED    
 QE1425* NAVD 88     -         3.768  (meters)      12.36   (feet)  ADJUSTED  
 QE1425  ___________________________________________________________________
 QE1425  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 QE1425  DYNAMIC HT  -           3.767 (meters)      12.36  (feet)  COMP
 QE1425  MODELED GRAV-     980,618.1   (mgal)                       NAVD 88
 QE1425
 QE1425  VERT ORDER  -  FIRST     CLASS II
 QE1425
 QE1425.The horizontal coordinates were scaled from a topographic map and have
 QE1425.an estimated accuracy of +/- 6 seconds.
 QE1425
 QE1425.The orthometric height was determined by differential leveling
 QE1425.and adjusted in June 1991.
 QE1425
 QE1425.This Tidal Bench Mark is designated as VM 8848
 QE1425.by the Center for Operational Oceanographic Products and Services.
 QE1425
 QE1425.The geoid height was determined by GEOID03.
 QE1425
 QE1425.The dynamic height is computed by dividing the NAVD 88
 QE1425.geopotential number by the normal gravity value computed on the
 QE1425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1425.degrees latitude (g = 980.6199 gals.).
 QE1425
 QE1425.The modeled gravity was interpolated from observed gravity values.
 QE1425
 QE1425;                    North         East    Units  Estimated Accuracy
 QE1425;SPC OR N     -   132,970.    2,218,570.      MT  (+/- 180 meters Scaled)
 QE1425
 QE1425                          SUPERSEDED SURVEY CONTROL
 QE1425
 QE1425.No superseded survey control is available for this station.
 QE1425
 QE1425_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ162621(NAD 83)
 QE1425_MARKER: DJ = TIDAL STATION DISK
 QE1425_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QE1425_SP_SET: DAM
 QE1425_STAMPING: 5827 A 1981
 QE1425_MARK LOGO: NOS   
 QE1425_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE1425_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QE1425+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2004
 QE1425
 QE1425  HISTORY     - Date     Condition        Report By
 QE1425  HISTORY     - 1981     MONUMENTED       NOS
 QE1425  HISTORY     - 1987     GOOD             NGS
 QE1425  HISTORY     - 20040626 GOOD             USPSQD
 QE1425
 QE1425                          STATION DESCRIPTION
 QE1425
 QE1425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QE1425'22.0 KM (13.65 MI) NORTH FROM NEWPORT.
 QE1425'20.8 KM (12.90 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM ITS
 QE1425'JUNCTION WITH U.S HIGHWAY 20 IN NEWPORT, THENCE 0.5 KM (0.30 MI)
 QE1425'EASTERLY ALONG SOUTHEAST BAY STREET, THENCE 0.2 KM (0.10 MI)
 QE1425'SOUTHWEST ALONG COAST GUARD DRIVE, THENCE 0.3 KM (0.20 MI) SOUTH
 QE1425'ALONG A PARKING LOT, THENCE 0.2 KM (0.10 MI) SOUTHEAST ALONG A
 QE1425'GRAVELED ROAD, AT THE DEPOE COAST GUARD STATION, IN THE NORTHEAST END
 QE1425'OF A CONCRETE DAM ACROSS DEPOE BAY INLET, 46.1 M (151.2 FT) SOUTHEAST
 QE1425'OF TIDAL MARK 5827 B 1981, 9.5 M (31.2 FT) NORTHEAST OF A FISH
 QE1425'LADDER, 6.6 M (21.7 FT) SOUTHWEST OF THE CENTER OF THE ROAD, AND 3.7
 QE1425'M (12.1 FT) SOUTHWEST OF THE NORTHEAST END OF THE DAM.
 QE1425'THE MARK IS 0.6 M BELOW THE ROAD.
 QE1425
 QE1425                          STATION RECOVERY (2004)
 QE1425
 QE1425'RECOVERY NOTE BY US POWER SQUADRON 2004 (REC)
 QE1425'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1424 ***********************************************************************
 QE1424  TIDAL BM    -  This is a Tidal Bench Mark.
 QE1424  DESIGNATION -  943 5827 B TIDAL
 QE1424  PID         -  QE1424
 QE1424  STATE/COUNTY-  OR/LINCOLN
 QE1424  USGS QUAD   -  DEPOE BAY (1984)
 QE1424
 QE1424                         *CURRENT SURVEY CONTROL
 QE1424  ___________________________________________________________________
 QE1424* NAD 83(1986)-  44 48 30.     (N)    124 03 33.     (W)     SCALED    
 QE1424* NAVD 88     -         3.862  (meters)      12.67   (feet)  ADJUSTED  
 QE1424  ___________________________________________________________________
 QE1424  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 QE1424  DYNAMIC HT  -           3.862 (meters)      12.67  (feet)  COMP
 QE1424  MODELED GRAV-     980,618.1   (mgal)                       NAVD 88
 QE1424
 QE1424  VERT ORDER  -  FIRST     CLASS II
 QE1424
 QE1424.The horizontal coordinates were scaled from a topographic map and have
 QE1424.an estimated accuracy of +/- 6 seconds.
 QE1424
 QE1424.The orthometric height was determined by differential leveling
 QE1424.and adjusted in June 1991.
 QE1424
 QE1424.This Tidal Bench Mark is designated as VM 8849
 QE1424.by the Center for Operational Oceanographic Products and Services.
 QE1424
 QE1424.The geoid height was determined by GEOID03.
 QE1424
 QE1424.The dynamic height is computed by dividing the NAVD 88
 QE1424.geopotential number by the normal gravity value computed on the
 QE1424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1424.degrees latitude (g = 980.6199 gals.).
 QE1424
 QE1424.The modeled gravity was interpolated from observed gravity values.
 QE1424
 QE1424;                    North         East    Units  Estimated Accuracy
 QE1424;SPC OR N     -   133,060.    2,218,550.      MT  (+/- 180 meters Scaled)
 QE1424
 QE1424                          SUPERSEDED SURVEY CONTROL
 QE1424
 QE1424.No superseded survey control is available for this station.
 QE1424
 QE1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ162622(NAD 83)
 QE1424_MARKER: DJ = TIDAL STATION DISK
 QE1424_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 QE1424_SP_SET: GALVANIZED STEEL ROD
 QE1424_STAMPING: 5827 B 1981
 QE1424_MARK LOGO: NOS   
 QE1424_PROJECTION: FLUSH
 QE1424_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE1424_ROD/PIPE-DEPTH: 7.0  meters
 QE1424
 QE1424  HISTORY     - Date     Condition        Report By
 QE1424  HISTORY     - 1981     MONUMENTED       NOS
 QE1424  HISTORY     - 1987     GOOD             NGS
 QE1424
 QE1424                          STATION DESCRIPTION
 QE1424
 QE1424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QE1424'21.9 KM (13.60 MI) NORTH FROM NEWPORT.
 QE1424'20.8 KM (12.90 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM ITS
 QE1424'JUNCTION WITH U.S. HIGHWAY 20 IN NEWPORT, THENCE 0.5 KM (0.30 MI)
 QE1424'EASTERLY ALONG SOUTHEAST BAY STREET, THENCE 0.2 KM (0.10 MI)
 QE1424'SOUTHWEST ALONG COAST GUARD DRIVE, THENCE 0.3 KM (0.20 MI) SOUTH
 QE1424'ALONG A PARKING LOT, THENCE 0.1 KM (0.05 MI) SOUTHEAST ALONG A
 QE1424'GRAVELED ROAD, AT THE DEPOE COAST GUARD STATION, 46.1 M (151.2 FT)
 QE1424'NORTHWEST OF TIDAL MARK 5827 A 1981, 38.1 M (125.0 FT) SOUTH OF TIDAL
 QE1424'MARK 5827 C 1981, 19.8 M (65.0 FT) SOUTHEAST OF UTILITY POLE NUMBER B
 QE1424'08B12, AND 2.1 M (6.9 FT) NORTHEAST OF THE CENTER OF THE ROAD.
 QE1424'THE MARK IS 0.8 METERS  SW FROM  A WITNESS POST
 QE1424'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1423 ***********************************************************************
 QE1423  TIDAL BM    -  This is a Tidal Bench Mark.
 QE1423  DESIGNATION -  943 5827 C TIDAL
 QE1423  PID         -  QE1423
 QE1423  STATE/COUNTY-  OR/LINCOLN
 QE1423  USGS QUAD   -  DEPOE BAY (1984)
 QE1423
 QE1423                         *CURRENT SURVEY CONTROL
 QE1423  ___________________________________________________________________
 QE1423* NAD 83(1986)-  44 48 31.     (N)    124 03 33.     (W)     SCALED    
 QE1423* NAVD 88     -         4.037  (meters)      13.24   (feet)  ADJUSTED  
 QE1423  ___________________________________________________________________
 QE1423  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 QE1423  DYNAMIC HT  -           4.037 (meters)      13.24  (feet)  COMP
 QE1423  MODELED GRAV-     980,618.2   (mgal)                       NAVD 88
 QE1423
 QE1423  VERT ORDER  -  FIRST     CLASS II
 QE1423
 QE1423.The horizontal coordinates were scaled from a topographic map and have
 QE1423.an estimated accuracy of +/- 6 seconds.
 QE1423
 QE1423.The orthometric height was determined by differential leveling
 QE1423.and adjusted in June 1991.
 QE1423
 QE1423.This Tidal Bench Mark is designated as VM 8850
 QE1423.by the Center for Operational Oceanographic Products and Services.
 QE1423
 QE1423.The geoid height was determined by GEOID03.
 QE1423
 QE1423.The dynamic height is computed by dividing the NAVD 88
 QE1423.geopotential number by the normal gravity value computed on the
 QE1423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1423.degrees latitude (g = 980.6199 gals.).
 QE1423
 QE1423.The modeled gravity was interpolated from observed gravity values.
 QE1423
 QE1423;                    North         East    Units  Estimated Accuracy
 QE1423;SPC OR N     -   133,100.    2,218,550.      MT  (+/- 180 meters Scaled)
 QE1423
 QE1423                          SUPERSEDED SURVEY CONTROL
 QE1423
 QE1423.No superseded survey control is available for this station.
 QE1423
 QE1423_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ162622(NAD 83)
 QE1423_MARKER: DJ = TIDAL STATION DISK
 QE1423_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 QE1423_SP_SET: GALVANIZED STEEL ROD
 QE1423_STAMPING: 5827 C 1981
 QE1423_MARK LOGO: NOS   
 QE1423_PROJECTION: PROJECTING 5 CENTIMETERS
 QE1423_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE1423_ROD/PIPE-DEPTH: 8.6  meters
 QE1423
 QE1423  HISTORY     - Date     Condition        Report By
 QE1423  HISTORY     - 1981     MONUMENTED       NOS
 QE1423  HISTORY     - 1987     GOOD             NGS
 QE1423  HISTORY     - 20040626 MARK NOT FOUND   USPSQD
 QE1423
 QE1423                          STATION DESCRIPTION
 QE1423
 QE1423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QE1423'21.8 KM (13.55 MI) NORTH FROM NEWPORT.
 QE1423'20.8 KM (12.90 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM ITS
 QE1423'JUNCTION WITH U.S. HIGHWAY 20 IN NEWPORT, THENCE 0.5 KM (0.30 MI)
 QE1423'EASTERLY ALONG SOUTHEAST BAY STREET, THENCE 0.2 KM (0.10 MI)
 QE1423'SOUTHWEST ALONG COAST GUARD DRIVE, THENCE 0.3 KM (0.20 MI) SOUTH
 QE1423'ALONG A PARKING LOT, AT THE DEPOE BAY COAST GUARD STATION.  38.1 M
 QE1423'(125.0 FT) NORTH OF TIDAL MARK 5827 B 1981, 16.2 M (53.1 FT) NORTH OF
 QE1423'UTILITY POLE NUMBER B08B12, AND 6.2 M (20.3 FT) EAST OF THE EAST
 QE1423'DRIVEWAY OF THE PARKING LOT.
 QE1423'THE MARK IS 0.9 METERS  W FROM  A WITNESS POST
 QE1423'THE MARK IS ABOVE LEVEL WITH THE PARKING LOT.
 QE1423
 QE1423                          STATION RECOVERY (2004)
 QE1423
 QE1423'RECOVERY NOTE BY US POWER SQUADRON 2004 (REC)
 QE1423'FOUND WITNESS POST. MARKER MAY HAVE BEEN UNDER PARKED VEHICLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1426 ***********************************************************************
 QE1426  TIDAL BM    -  This is a Tidal Bench Mark.
 QE1426  DESIGNATION -  943 5827 TIDAL 1
 QE1426  PID         -  QE1426
 QE1426  STATE/COUNTY-  OR/LINCOLN
 QE1426  USGS QUAD   -  DEPOE BAY (1984)
 QE1426
 QE1426                         *CURRENT SURVEY CONTROL
 QE1426  ___________________________________________________________________
 QE1426* NAD 83(1986)-  44 48 34.     (N)    124 03 36.     (W)     SCALED    
 QE1426* NAVD 88     -         4.269  (meters)      14.01   (feet)  ADJUSTED  
 QE1426  ___________________________________________________________________
 QE1426  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 QE1426  DYNAMIC HT  -           4.269 (meters)      14.01  (feet)  COMP
 QE1426  MODELED GRAV-     980,618.1   (mgal)                       NAVD 88
 QE1426
 QE1426  VERT ORDER  -  FIRST     CLASS II
 QE1426
 QE1426.The horizontal coordinates were scaled from a topographic map and have
 QE1426.an estimated accuracy of +/- 6 seconds.
 QE1426
 QE1426.The orthometric height was determined by differential leveling
 QE1426.and adjusted in June 1991.
 QE1426
 QE1426.This Tidal Bench Mark is designated as VM 8842
 QE1426.by the Center for Operational Oceanographic Products and Services.
 QE1426
 QE1426.The geoid height was determined by GEOID03.
 QE1426
 QE1426.The dynamic height is computed by dividing the NAVD 88
 QE1426.geopotential number by the normal gravity value computed on the
 QE1426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1426.degrees latitude (g = 980.6199 gals.).
 QE1426
 QE1426.The modeled gravity was interpolated from observed gravity values.
 QE1426
 QE1426;                    North         East    Units  Estimated Accuracy
 QE1426;SPC OR N     -   133,190.    2,218,490.      MT  (+/- 180 meters Scaled)
 QE1426
 QE1426                          SUPERSEDED SURVEY CONTROL
 QE1426
 QE1426.No superseded survey control is available for this station.
 QE1426
 QE1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ161623(NAD 83)
 QE1426_MARKER: DJ = TIDAL STATION DISK
 QE1426_SETTING: 66 = SET IN ROCK OUTCROP
 QE1426_SP_SET: BEDROCK
 QE1426_STAMPING: NO 1 1952
 QE1426_MARK LOGO: CGS   
 QE1426_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QE1426+STABILITY: POSITION/ELEVATION WELL
 QE1426
 QE1426  HISTORY     - Date     Condition        Report By
 QE1426  HISTORY     - 1952     MONUMENTED       CGS
 QE1426  HISTORY     - 1987     GOOD             NGS
 QE1426
 QE1426                          STATION DESCRIPTION
 QE1426
 QE1426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QE1426'20.7 KM (12.85 MI) NORTH FROM NEWPORT.
 QE1426'20.7 KM (12.85 MI) NORTHERLY ALONG U.S HIGHWAY 101 FROM ITS JUNCTION
 QE1426'WITH U.S. HIGHWAY 20 IN NEWPORT, IN THE CENTER OF THE WEST 1/4 OF A
 QE1426'12 BY 30 FOOT EXPOSED AREA OF BEDROCK AT THE ARCH PIER OF A BRIDGE
 QE1426'SPANNING DEPOE BAY INLET, 15.1 M (49.5 FT) EAST OF THE CENTER OF THE
 QE1426'BRIDGE, 11.0 M (36.1 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE
 QE1426'OCEAN VIEW RESTAURANT, 9.8 M (32.2 FT) NORTHEAST OF THE NORTHEAST
 QE1426'CORNER OF THE SOUTH ARCH PIER OF THE BRIDGE, AND 1.7 M (5.6 FT) WEST
 QE1426'OF THE EAST EDGE OF THE BEDROCK.
 QE1426'THE MARK IS 15.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1420 ***********************************************************************
 QE1420  TIDAL BM    -  This is a Tidal Bench Mark.
 QE1420  DESIGNATION -  943 5827 TIDAL 6
 QE1420  PID         -  QE1420
 QE1420  STATE/COUNTY-  OR/LINCOLN
 QE1420  USGS QUAD   -  DEPOE BAY (1984)
 QE1420
 QE1420                         *CURRENT SURVEY CONTROL
 QE1420  ___________________________________________________________________
 QE1420* NAD 83(1986)-  44 48 36.     (N)    124 03 33.     (W)     SCALED    
 QE1420* NAVD 88     -         4.689  (meters)      15.38   (feet)  ADJUSTED  
 QE1420  ___________________________________________________________________
 QE1420  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 QE1420  DYNAMIC HT  -           4.689 (meters)      15.38  (feet)  COMP
 QE1420  MODELED GRAV-     980,618.3   (mgal)                       NAVD 88
 QE1420
 QE1420  VERT ORDER  -  FIRST     CLASS II
 QE1420
 QE1420.The horizontal coordinates were scaled from a topographic map and have
 QE1420.an estimated accuracy of +/- 6 seconds.
 QE1420
 QE1420.The orthometric height was determined by differential leveling
 QE1420.and adjusted in June 1991.
 QE1420
 QE1420.This Tidal Bench Mark is designated as VM 8846
 QE1420.by the Center for Operational Oceanographic Products and Services.
 QE1420
 QE1420.The geoid height was determined by GEOID03.
 QE1420
 QE1420.The dynamic height is computed by dividing the NAVD 88
 QE1420.geopotential number by the normal gravity value computed on the
 QE1420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1420.degrees latitude (g = 980.6199 gals.).
 QE1420
 QE1420.The modeled gravity was interpolated from observed gravity values.
 QE1420
 QE1420;                    North         East    Units  Estimated Accuracy
 QE1420;SPC OR N     -   133,250.    2,218,560.      MT  (+/- 180 meters Scaled)
 QE1420
 QE1420                          SUPERSEDED SURVEY CONTROL
 QE1420
 QE1420.No superseded survey control is available for this station.
 QE1420
 QE1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ162623(NAD 83)
 QE1420_MARKER: DJ = TIDAL STATION DISK
 QE1420_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QE1420_SP_SET: SIDEWALK
 QE1420_STAMPING: NO 6 1973
 QE1420_MARK LOGO: NOS   
 QE1420_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE1420_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QE1420+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2006
 QE1420
 QE1420  HISTORY     - Date     Condition        Report By
 QE1420  HISTORY     - 1973     MONUMENTED       NOS
 QE1420  HISTORY     - 1987     GOOD             NGS
 QE1420  HISTORY     - 20040626 MARK NOT FOUND   USPSQD
 QE1420  HISTORY     - 20050503 GOOD             USPSQD
 QE1420  HISTORY     - 20061007 GOOD             USPSQD
 QE1420
 QE1420                          STATION DESCRIPTION
 QE1420
 QE1420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QE1420'21.4 KM (13.30 MI) NORTH FROM NEWPORT.
 QE1420'20.8 KM (12.90 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM IYS
 QE1420'JUNCTION WITH U.S. HIGHWAY 20 IN NEWPORT, THENCE 0.5 KM (0.30 MI)
 QE1420'EASTERLY ALONG SOUTHEAST BAY STREET, THENCE 0.1 KM (0.05 MI)
 QE1420'SOUTHWEST ALONG COAST GUARD DRIVE, IN THE SIDEWALK AT THE NORTHEAST
 QE1420'CORNER OF THE DEPOE BAY COAST GUARD STATION OFFICE BUILDING, 13.1 M
 QE1420'(43.0 FT) SOUTH OF THE CENTER OF THE DRIVE, AND 5.2 M (17.1 FT) NORTH
 QE1420'OF THE NORTHEAST CORNER OF THE OFFICE.
 QE1420'THE MARK IS ABOVE LEVEL WITH THE DRIVE.
 QE1420
 QE1420                          STATION RECOVERY (2004)
 QE1420
 QE1420'RECOVERY NOTE BY US POWER SQUADRON 2004 (REC)
 QE1420'MARK NOT FOUND.
 QE1420
 QE1420                          STATION RECOVERY (2005)
 QE1420
 QE1420'RECOVERY NOTE BY US POWER SQUADRON 2005 (LLS)
 QE1420'STATION DESCRIPTION
 QE1420'AT DEPOT BAY GO NORTHERLY FROM THE US HIGHWAY 101 BRIDGE OVER DEPOT
 QE1420'BAY AND TURN RIGHT ON SOUTHEAST BAY ST., THENCE 0.05 MI SOUTHWEST
 QE1420'ALONG COAST GUARD DRIVE, IN THE SIDEWALK AT THE NORTHEAST CORNER OF
 QE1420'THE COAST GUARD OFFICE BUILDING, ABOUT 43 FT SOUTH OF THE CENTER OF
 QE1420'THE DRIVE, AND 17 FT NORTH OF THE NORTH EAST CORNER OF THE BUILDING.
 QE1420
 QE1420                          STATION RECOVERY (2006)
 QE1420
 QE1420'RECOVERY NOTE BY US POWER SQUADRON 2006 (PS)
 QE1420'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1412 ***********************************************************************
 QE1412  DESIGNATION -  943 6031 D TIDAL
 QE1412  PID         -  QE1412
 QE1412  STATE/COUNTY-  OR/LINCOLN
 QE1412  USGS QUAD   -  LINCOLN CITY (1984)
 QE1412
 QE1412                         *CURRENT SURVEY CONTROL
 QE1412  ___________________________________________________________________
 QE1412* NAD 83(1986)-  44 54 03.     (N)    124 00 27.     (W)     SCALED    
 QE1412* NAVD 88     -         3.917  (meters)      12.85   (feet)  ADJUSTED  
 QE1412  ___________________________________________________________________
 QE1412  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 QE1412  DYNAMIC HT  -           3.917 (meters)      12.85  (feet)  COMP
 QE1412  MODELED GRAV-     980,645.6   (mgal)                       NAVD 88
 QE1412
 QE1412  VERT ORDER  -  FIRST     CLASS II
 QE1412
 QE1412.The horizontal coordinates were scaled from a topographic map and have
 QE1412.an estimated accuracy of +/- 6 seconds.
 QE1412
 QE1412.The orthometric height was determined by differential leveling
 QE1412.and adjusted in June 1991.
 QE1412
 QE1412.The geoid height was determined by GEOID03.
 QE1412
 QE1412.The dynamic height is computed by dividing the NAVD 88
 QE1412.geopotential number by the normal gravity value computed on the
 QE1412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1412.degrees latitude (g = 980.6199 gals.).
 QE1412
 QE1412.The modeled gravity was interpolated from observed gravity values.
 QE1412
 QE1412;                    North         East    Units  Estimated Accuracy
 QE1412;SPC OR N     -   143,150.    2,223,080.      MT  (+/- 180 meters Scaled)
 QE1412
 QE1412                          SUPERSEDED SURVEY CONTROL
 QE1412
 QE1412.No superseded survey control is available for this station.
 QE1412
 QE1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ204724(NAD 83)
 QE1412_MARKER: DJ = TIDAL STATION DISK
 QE1412_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 QE1412_SP_SET: BRIDGE PIER
 QE1412_STAMPING: 943-6031 D 1977
 QE1412_MARK LOGO: NOS   
 QE1412_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QE1412+STABILITY: POSITION/ELEVATION WELL
 QE1412_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QE1412+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2006
 QE1412
 QE1412  HISTORY     - Date     Condition        Report By
 QE1412  HISTORY     - 1977     MONUMENTED       NOS
 QE1412  HISTORY     - 1987     GOOD             NGS
 QE1412  HISTORY     - 20040508 GOOD             USPSQD
 QE1412  HISTORY     - 20061007 GOOD             USPSQD
 QE1412
 QE1412                          STATION DESCRIPTION
 QE1412
 QE1412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QE1412'8.7 KM (5.40 MI) SOUTH FROM LINCOLN CITY.
 QE1412'8.7 KM (5.40 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE DELAKE
 QE1412'SCHOOL IN LINCOLN CITY, SET VERTICALLY IN THE NORTH FACE OF THE
 QE1412'NORTHWEST CORNER OF THE FIRST PIER SOUTH OF THE NORTH ABUTMENT OF A
 QE1412'BRIDGE SPANNING THE SILETZ RIVER, 4.8 M (15.7 FT) WEST OF THE
 QE1412'CENTERLINE OF THE HIGHWAY, 0.5 M (1.6 FT) ABOVE THE GROUND, AND 0.3 M
 QE1412'(1.0 FT) EAST OF THE NORTHWEST CORNER OF THE PIER.
 QE1412'THE MARK IS 2.2 M BELOW THE HIGHWAY.
 QE1412
 QE1412                          STATION RECOVERY (2004)
 QE1412
 QE1412'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 QE1412'RECOVERED IN GOOD CONDITION.
 QE1412
 QE1412                          STATION RECOVERY (2006)
 QE1412
 QE1412'RECOVERY NOTE BY US POWER SQUADRON 2006 (PS)
 QE1412'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1003 ***********************************************************************
 RD1003  DESIGNATION -  943 7331 TIDAL 1
 RD1003  PID         -  RD1003
 RD1003  STATE/COUNTY-  OR/TILLAMOOK
 RD1003  USGS QUAD   -  TILLAMOOK (1985)
 RD1003
 RD1003                         *CURRENT SURVEY CONTROL
 RD1003  ___________________________________________________________________
 RD1003* NAD 83(1986)-  45 27 32.     (N)    123 50 38.     (W)     SCALED    
 RD1003* NAVD 88     -         4.925  (meters)      16.16   (feet)  ADJUSTED  
 RD1003  ___________________________________________________________________
 RD1003  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 RD1003  DYNAMIC HT  -           4.925 (meters)      16.16  (feet)  COMP
 RD1003  MODELED GRAV-     980,686.6   (mgal)                       NAVD 88
 RD1003
 RD1003  VERT ORDER  -  FIRST     CLASS II
 RD1003
 RD1003.The horizontal coordinates were scaled from a topographic map and have
 RD1003.an estimated accuracy of +/- 6 seconds.
 RD1003
 RD1003.The orthometric height was determined by differential leveling
 RD1003.and adjusted in June 1991.
 RD1003.WARNING-Repeat measurements at this control monument indicate possible
 RD1003.vertical movement.
 RD1003
 RD1003.The geoid height was determined by GEOID03.
 RD1003
 RD1003.The dynamic height is computed by dividing the NAVD 88
 RD1003.geopotential number by the normal gravity value computed on the
 RD1003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1003.degrees latitude (g = 980.6199 gals.).
 RD1003
 RD1003.The modeled gravity was interpolated from observed gravity values.
 RD1003
 RD1003;                    North         East    Units  Estimated Accuracy
 RD1003;SPC OR N     -   204,570.    2,238,560.      MT  (+/- 180 meters Scaled)
 RD1003
 RD1003                          SUPERSEDED SURVEY CONTROL
 RD1003
 RD1003  NGVD 29 (??/??/92)    3.89   (m)           12.8    (f) COMPUTED    1 2
 RD1003
 RD1003.Superseded values are not recommended for survey control.
 RD1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1003.See file dsdata.txt to determine how the superseded data were derived.
 RD1003
 RD1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR340342(NAD 83)
 RD1003_MARKER: DJ = TIDAL STATION DISK
 RD1003_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RD1003_SP_SET: BRIDGE WALKWAY
 RD1003_STAMPING: 1 1933
 RD1003_MARK LOGO: CGS   
 RD1003_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD1003_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD1003+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2004
 RD1003
 RD1003  HISTORY     - Date     Condition        Report By
 RD1003  HISTORY     - 1933     MONUMENTED       CGS
 RD1003  HISTORY     - 1964     GOOD             NGS
 RD1003  HISTORY     - 1987     GOOD             NGS
 RD1003  HISTORY     - 20040520 GOOD             USPSQD
 RD1003
 RD1003                          STATION DESCRIPTION
 RD1003
 RD1003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 RD1003'IN TILLAMOOK.
 RD1003'IN NORTH CENTRAL TILLAMOOK IN THE SIDEWALK AT THE NORTHWEST CORNER OF
 RD1003'THE BRIDGE OVER HOQUARTEN SLOUGH, 24 FEET WEST OF THE CENTER OF U.S.
 RD1003'HIGHWAY 101, 5 FEET EAST OF A POWER POLE AND 1 FOOT ABOVE THE LEVEL OF
 RD1003'THE HIGHWAY.
 RD1003
 RD1003                          STATION RECOVERY (1987)
 RD1003
 RD1003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD1003'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  0.2 KM (0.10
 RD1003'MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM ITS JUNCTION WITH STATE
 RD1003'HIGHWAY 6 IN TILLAMOOK, IN TOP OF THE NORTHWEST CORNER OF THE WEST
 RD1003'WALKWAY OF A BRIDGE SPANNING HOQUARTEN SLOUGH, 8.0 M (26.2 FT) WEST
 RD1003'OF THE CENTERLINE OF THE HIGHWAY, 0.1 M (0.3 FT) SOUTH OF THE NORTH
 RD1003'END OF THE WALKWAY, AND 0.1 M (0.3 FT) NORTHEAST OF THE WEST
 RD1003'GUARDRAIL.
 RD1003'THE MARK IS 0.2 M ABOVE THE HIGHWAY.
 RD1003
 RD1003                          STATION RECOVERY (2004)
 RD1003
 RD1003'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 RD1003'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1451 ***********************************************************************
 RD1451  DESIGNATION -  943 7473 TIDAL 1
 RD1451  PID         -  RD1451
 RD1451  STATE/COUNTY-  OR/TILLAMOOK
 RD1451  USGS QUAD   -  GARIBALDI (1985)
 RD1451
 RD1451                         *CURRENT SURVEY CONTROL
 RD1451  ___________________________________________________________________
 RD1451* NAD 83(1986)-  45 31 26.     (N)    123 53 33.     (W)     SCALED    
 RD1451* NAVD 88     -         5.562  (meters)      18.25   (feet)  ADJUSTED  
 RD1451  ___________________________________________________________________
 RD1451  GEOID HEIGHT-         -22.56  (meters)                     GEOID03
 RD1451  DYNAMIC HT  -           5.563 (meters)      18.25  (feet)  COMP
 RD1451  MODELED GRAV-     980,683.1   (mgal)                       NAVD 88
 RD1451
 RD1451  VERT ORDER  -  FIRST     CLASS II
 RD1451
 RD1451.The horizontal coordinates were scaled from a topographic map and have
 RD1451.an estimated accuracy of +/- 6 seconds.
 RD1451
 RD1451.The orthometric height was determined by differential leveling
 RD1451.and adjusted in June 1991.
 RD1451
 RD1451.The geoid height was determined by GEOID03.
 RD1451
 RD1451.The dynamic height is computed by dividing the NAVD 88
 RD1451.geopotential number by the normal gravity value computed on the
 RD1451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1451.degrees latitude (g = 980.6199 gals.).
 RD1451
 RD1451.The modeled gravity was interpolated from observed gravity values.
 RD1451
 RD1451;                    North         East    Units  Estimated Accuracy
 RD1451;SPC OR N     -   211,940.    2,235,060.      MT  (+/- 180 meters Scaled)
 RD1451
 RD1451                          SUPERSEDED SURVEY CONTROL
 RD1451
 RD1451.No superseded survey control is available for this station.
 RD1451
 RD1451_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR303415(NAD 83)
 RD1451_MARKER: DJ = TIDAL STATION DISK
 RD1451_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 RD1451+WITH SETTING: PAVEMENT
 RD1451_SP_SET: SIGNAL BASE
 RD1451_STAMPING: NO 1 1957
 RD1451_MARK LOGO: CGS   
 RD1451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD1451+STABILITY: SURFACE MOTION
 RD1451_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD1451+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2006
 RD1451
 RD1451  HISTORY     - Date     Condition        Report By
 RD1451  HISTORY     - 1957     MONUMENTED       CGS
 RD1451  HISTORY     - 1987     GOOD             NGS
 RD1451  HISTORY     - 20040612 GOOD             USPSQD
 RD1451  HISTORY     - 20060218 GOOD             USPSQD
 RD1451
 RD1451                          STATION DESCRIPTION
 RD1451
 RD1451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 RD1451'8.9 KM (5.55 MI) NORTH FROM TILLAMOOK.
 RD1451'8.9 KM (5.55 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM ITS JUNCTION
 RD1451'WITH STATE HIGHWAY 6 IN TILLAMOOK, IN THE VILLAGE OF BAY CITY, AT THE
 RD1451'INTERSECTION OF C STREET AND THE BURLINGTON NORTHERN RAILROAD, IN THE
 RD1451'CENTER OF THE SOUTHWEST EDGE OF AN ABANDONED SIGNAL BASE, 29.2 M
 RD1451'(95.8 FT) SOUTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 101, 24.2 M
 RD1451'(79.4 FT) NORTHWEST OF THE CENTERLINE OF THE STREET, 2.8 M (9.2 FT)
 RD1451'NORTHEAST OF THE NEAR RAIL, AND 0.2 M (0.7 FT) NORTHEAST OF THE
 RD1451'SOUTHWEST EDGE OF THE SIGNAL BASE.
 RD1451'THE MARK IS 0.6 METERS  SE FROM  A WITNESS POST
 RD1451'THE MARK IS ABOVE LEVEL WITH THE RAIL.
 RD1451
 RD1451                          STATION RECOVERY (2004)
 RD1451
 RD1451'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 RD1451'NEW NAME OF THE CROSS STREET IS HAYES OYSTER BLVD.
 RD1451
 RD1451                          STATION RECOVERY (2006)
 RD1451
 RD1451'RECOVERY NOTE BY US POWER SQUADRON 2006 (DLM)
 RD1451'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1245 ***********************************************************************
 RD1245  DESIGNATION -  943 7540 TIDAL 1
 RD1245  PID         -  RD1245
 RD1245  STATE/COUNTY-  OR/TILLAMOOK
 RD1245  USGS QUAD   -  GARIBALDI (1985)
 RD1245
 RD1245                         *CURRENT SURVEY CONTROL
 RD1245  ___________________________________________________________________
 RD1245* NAD 83(1986)-  45 33 31.     (N)    123 54 22.     (W)     SCALED    
 RD1245* NAVD 88     -         4.361  (meters)      14.31   (feet)  ADJUSTED  
 RD1245  ___________________________________________________________________
 RD1245  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 RD1245  DYNAMIC HT  -           4.362 (meters)      14.31  (feet)  COMP
 RD1245  MODELED GRAV-     980,691.1   (mgal)                       NAVD 88
 RD1245
 RD1245  VERT ORDER  -  FIRST     CLASS II
 RD1245
 RD1245.The horizontal coordinates were scaled from a topographic map and have
 RD1245.an estimated accuracy of +/- 6 seconds.
 RD1245
 RD1245.The orthometric height was determined by differential leveling
 RD1245.and adjusted in June 1991.
 RD1245.WARNING-Repeat measurements at this control monument indicate possible
 RD1245.vertical movement.
 RD1245
 RD1245.The geoid height was determined by GEOID03.
 RD1245
 RD1245.The dynamic height is computed by dividing the NAVD 88
 RD1245.geopotential number by the normal gravity value computed on the
 RD1245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1245.degrees latitude (g = 980.6199 gals.).
 RD1245
 RD1245.The modeled gravity was interpolated from observed gravity values.
 RD1245
 RD1245;                    North         East    Units  Estimated Accuracy
 RD1245;SPC OR N     -   215,840.    2,234,160.      MT  (+/- 180 meters Scaled)
 RD1245
 RD1245                          SUPERSEDED SURVEY CONTROL
 RD1245
 RD1245  NGVD 29 (??/??/92)    3.308  (m)           10.85   (f) ADJ UNCH    1 2
 RD1245
 RD1245.Superseded values are not recommended for survey control.
 RD1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1245.See file dsdata.txt to determine how the superseded data were derived.
 RD1245
 RD1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR292454(NAD 83)
 RD1245_MARKER: DJ = TIDAL STATION DISK
 RD1245_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RD1245_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RD1245_STAMPING: 1 1926
 RD1245_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD1245
 RD1245  HISTORY     - Date     Condition        Report By
 RD1245  HISTORY     - 1926     MONUMENTED       CGS
 RD1245  HISTORY     - 1966     MARK NOT FOUND   NGS
 RD1245  HISTORY     - 1987     MARK NOT FOUND   NGS
 RD1245
 RD1245                          STATION DESCRIPTION
 RD1245
 RD1245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 RD1245'IN GARIBALDI.
 RD1245'AT GARIBALDI, TILLAMOOK COUNTY, 150 YARDS NORTH OF THE REMAINS OF THE
 RD1245'OLD HAMMOND-TILLAMOOK LUMBER CO. YARD, IN THE SOUTHERN PART OF THE
 RD1245'OCEANSIDE LUMBER CO. GROUNDS, ABOUT 200 FEET SOUTH OF THE SOUTHWEST
 RD1245'CORNER OF THE NICOLAI PLYWOOD PLANT BUILDING, 75 FEET EAST OF THE
 RD1245'SOUTHEAST CORNER OF THE EAST WING OF A CORRUGATED-IRON SAWDUST-STORAGE
 RD1245'BUILDING, 1 FOOT NORTH OF A WHITE WOODEN WITNESS POST, AND 6 INCHES
 RD1245'SOUTH OF A 2 1/2-INCH IRON PIPE DRIVEN IN THE GROUND AND PROJECTING 6
 RD1245'INCHES ABOVE GROUND.  A STANDARD DISK, STAMPED 1 1926 AND SET IN THE
 RD1245'TOP OF A 3 1/2-INCH IRON PIPE AND ENCASED IN A CONCRETE-FILLED
 RD1245'TERRACOTTA PIPE PROJECTING 2 INCHES ABOVE GROUND. NOTE-- WASTE FROM
 RD1245'THE MILL HAS BEEN DEPOSITED IN THE AREA AND THIS MARK SHOULD BE
 RD1245'CONSIDERED LOST.
 RD1245
 RD1245                          STATION RECOVERY (1987)
 RD1245
 RD1245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD1245'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1244 ***********************************************************************
 RD1244  DESIGNATION -  943 7540 TIDAL 4
 RD1244  PID         -  RD1244
 RD1244  STATE/COUNTY-  OR/TILLAMOOK
 RD1244  USGS QUAD   -  GARIBALDI (1985)
 RD1244
 RD1244                         *CURRENT SURVEY CONTROL
 RD1244  ___________________________________________________________________
 RD1244* NAD 83(1986)-  45 33 37.     (N)    123 54 36.     (W)     SCALED    
 RD1244* NAVD 88     -         3.940  (meters)      12.93   (feet)  ADJUSTED  
 RD1244  ___________________________________________________________________
 RD1244  GEOID HEIGHT-         -22.63  (meters)                     GEOID03
 RD1244  DYNAMIC HT  -           3.940 (meters)      12.93  (feet)  COMP
 RD1244  MODELED GRAV-     980,691.2   (mgal)                       NAVD 88
 RD1244
 RD1244  VERT ORDER  -  FIRST     CLASS II
 RD1244
 RD1244.The horizontal coordinates were scaled from a topographic map and have
 RD1244.an estimated accuracy of +/- 6 seconds.
 RD1244
 RD1244.The orthometric height was determined by differential leveling
 RD1244.and adjusted in June 1991.
 RD1244.WARNING-Repeat measurements at this control monument indicate possible
 RD1244.vertical movement.
 RD1244
 RD1244.The geoid height was determined by GEOID03.
 RD1244
 RD1244.The dynamic height is computed by dividing the NAVD 88
 RD1244.geopotential number by the normal gravity value computed on the
 RD1244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1244.degrees latitude (g = 980.6199 gals.).
 RD1244
 RD1244.The modeled gravity was interpolated from observed gravity values.
 RD1244
 RD1244;                    North         East    Units  Estimated Accuracy
 RD1244;SPC OR N     -   216,040.    2,233,870.      MT  (+/- 180 meters Scaled)
 RD1244
 RD1244                          SUPERSEDED SURVEY CONTROL
 RD1244
 RD1244  NGVD 29 (??/??/92)    2.886  (m)            9.47   (f) ADJ UNCH    1 2
 RD1244
 RD1244.Superseded values are not recommended for survey control.
 RD1244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1244.See file dsdata.txt to determine how the superseded data were derived.
 RD1244
 RD1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR289455(NAD 83)
 RD1244_MARKER: DJ = TIDAL STATION DISK
 RD1244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD1244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD1244_STAMPING: 4 1927
 RD1244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD1244+STABILITY: SURFACE MOTION
 RD1244
 RD1244  HISTORY     - Date     Condition        Report By
 RD1244  HISTORY     - 1927     MONUMENTED       CGS
 RD1244  HISTORY     - 1966     MARK NOT FOUND   NGS
 RD1244  HISTORY     - 1987     MARK NOT FOUND   NGS
 RD1244
 RD1244                          STATION DESCRIPTION
 RD1244
 RD1244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 RD1244'IN GARIBALDI.
 RD1244'AT GARIBALDI, TILLAMOOK COUNTY, ON THE SOUTHERN PACIFIC CO. RAILROAD,
 RD1244'66.4 FEET SOUTH OF THE SWITCH ON THE MAINLINE TRACK, 9 FEET SOUTH OF
 RD1244'THE SOUTH RAIL OF THE FIRST INDUSTRIAL TRACKS SOUTH OF THE MAIN LINE,
 RD1244'JUST BESIDE THE STUMP OF AN ELECTRIC-LIGHT POLE, 1 FOOT EAST OF A
 RD1244'WHITE WOODEN WITNESS POST AND ABOUT 3 INCHES UNDERGROUND.  A STANDARD
 RD1244'DISK, STAMPED 4 1927 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RD1244'ABOUT 2 INCHES ABOVE GROUND.  MANY CHANGES HAVE TAKEN PLACE IN THIS
 RD1244'AREA AND DEBRIS FROM THE FLOOD HAVE BEEN DEPOSITED IN THE AREA.  THIS
 RD1244'MARK SHOULD BE CONSIDERED LOST.
 RD1244
 RD1244                          STATION RECOVERY (1987)
 RD1244
 RD1244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD1244'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1243 ***********************************************************************
 RD1243  TIDAL BM    -  This is a Tidal Bench Mark.
 RD1243  DESIGNATION -  943 7540 TIDAL 6
 RD1243  PID         -  RD1243
 RD1243  STATE/COUNTY-  OR/TILLAMOOK
 RD1243  USGS QUAD   -  GARIBALDI (1985)
 RD1243
 RD1243                         *CURRENT SURVEY CONTROL
 RD1243  ___________________________________________________________________
 RD1243* NAD 83(1986)-  45 33 38.     (N)    123 54 32.     (W)     SCALED    
 RD1243* NAVD 88     -         4.200  (meters)      13.78   (feet)  ADJUSTED  
 RD1243  ___________________________________________________________________
 RD1243  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 RD1243  DYNAMIC HT  -           4.200 (meters)      13.78  (feet)  COMP
 RD1243  MODELED GRAV-     980,691.4   (mgal)                       NAVD 88
 RD1243
 RD1243  VERT ORDER  -  FIRST     CLASS II
 RD1243
 RD1243.The horizontal coordinates were scaled from a topographic map and have
 RD1243.an estimated accuracy of +/- 6 seconds.
 RD1243
 RD1243.The orthometric height was determined by differential leveling
 RD1243.and adjusted in June 1991.
 RD1243
 RD1243.This Tidal Bench Mark is designated as VM 8859
 RD1243.by the Center for Operational Oceanographic Products and Services.
 RD1243
 RD1243.The geoid height was determined by GEOID03.
 RD1243
 RD1243.The dynamic height is computed by dividing the NAVD 88
 RD1243.geopotential number by the normal gravity value computed on the
 RD1243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1243.degrees latitude (g = 980.6199 gals.).
 RD1243
 RD1243.The modeled gravity was interpolated from observed gravity values.
 RD1243
 RD1243;                    North         East    Units  Estimated Accuracy
 RD1243;SPC OR N     -   216,070.    2,233,950.      MT  (+/- 180 meters Scaled)
 RD1243
 RD1243                          SUPERSEDED SURVEY CONTROL
 RD1243
 RD1243  NGVD 29 (??/??/92)    3.146  (m)           10.32   (f) ADJ UNCH    1 2
 RD1243
 RD1243.Superseded values are not recommended for survey control.
 RD1243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1243.See file dsdata.txt to determine how the superseded data were derived.
 RD1243
 RD1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR290456(NAD 83)
 RD1243_MARKER: DJ = TIDAL STATION DISK
 RD1243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD1243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD1243_STAMPING: 6 1927
 RD1243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD1243+STABILITY: SURFACE MOTION
 RD1243
 RD1243  HISTORY     - Date     Condition        Report By
 RD1243  HISTORY     - 1927     MONUMENTED       CGS
 RD1243  HISTORY     - 1970     GOOD             NGS
 RD1243  HISTORY     - 1982     MARK NOT FOUND   USGS
 RD1243  HISTORY     - 1987     MARK NOT FOUND   NGS
 RD1243
 RD1243                          STATION DESCRIPTION
 RD1243
 RD1243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 RD1243'IN GARIBALDI.
 RD1243'AT GARIBALDI, TILLAMOOK COUNTY, ON OREGON COAST HIGHWAY (U.S. 101),
 RD1243'ABOUT 200 YARDS WEST OF THE LARGE CEMENT STACK OF THE OCEANSIDE LUMBER
 RD1243'COMPANY, 31.5 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY NEAR THE
 RD1243'SOUTHWEST CORNER OF A ONE STORY STORE BUILDING CONTAINING A SIGN SHOP
 RD1243'IN MARCH 1970.  THE MARK IS A STANDARD DISK STAMPED 6 1927 SET IN THE
 RD1243'TOP OF A CONCRETE POST FLUSH WITH THE GROUND, ABOUT 2 FEET WEST OF
 RD1243'WEST EDGE OF BUILDING AND 2.7 FEET NORTH OF NORTH EDGE OF SIDE WALK.
 RD1243
 RD1243                          STATION RECOVERY (1982)
 RD1243
 RD1243'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 RD1243'MARK NOT FOUND.
 RD1243
 RD1243                          STATION RECOVERY (1987)
 RD1243
 RD1243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD1243'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1238 ***********************************************************************
 RD1238  DESIGNATION -  943 7581 TIDAL 1
 RD1238  PID         -  RD1238
 RD1238  STATE/COUNTY-  OR/TILLAMOOK
 RD1238  USGS QUAD   -  GARIBALDI (1985)
 RD1238
 RD1238                         *CURRENT SURVEY CONTROL
 RD1238  ___________________________________________________________________
 RD1238* NAD 83(1986)-  45 34 12.     (N)    123 56 52.     (W)     SCALED    
 RD1238* NAVD 88     -         6.556  (meters)      21.51   (feet)  ADJUSTED  
 RD1238  ___________________________________________________________________
 RD1238  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 RD1238  DYNAMIC HT  -           6.557 (meters)      21.51  (feet)  COMP
 RD1238  MODELED GRAV-     980,688.5   (mgal)                       NAVD 88
 RD1238
 RD1238  VERT ORDER  -  FIRST     CLASS II
 RD1238
 RD1238.The horizontal coordinates were scaled from a topographic map and have
 RD1238.an estimated accuracy of +/- 6 seconds.
 RD1238
 RD1238.The orthometric height was determined by differential leveling
 RD1238.and adjusted in June 1991.
 RD1238
 RD1238.The geoid height was determined by GEOID03.
 RD1238
 RD1238.The dynamic height is computed by dividing the NAVD 88
 RD1238.geopotential number by the normal gravity value computed on the
 RD1238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1238.degrees latitude (g = 980.6199 gals.).
 RD1238
 RD1238.The modeled gravity was interpolated from observed gravity values.
 RD1238
 RD1238;                    North         East    Units  Estimated Accuracy
 RD1238;SPC OR N     -   217,250.    2,230,970.      MT  (+/- 180 meters Scaled)
 RD1238
 RD1238                          SUPERSEDED SURVEY CONTROL
 RD1238
 RD1238  NGVD 29 (??/??/92)    5.502  (m)           18.05   (f) ADJ UNCH    1 2
 RD1238
 RD1238.Superseded values are not recommended for survey control.
 RD1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1238.See file dsdata.txt to determine how the superseded data were derived.
 RD1238
 RD1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR260467(NAD 83)
 RD1238_MARKER: DJ = TIDAL STATION DISK
 RD1238_SETTING: 80 = SET IN A BOULDER
 RD1238_SP_SET: BOULDER
 RD1238_STAMPING: 1 1933
 RD1238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD1238+STABILITY: SURFACE MOTION
 RD1238
 RD1238  HISTORY     - Date     Condition        Report By
 RD1238  HISTORY     - 1933     MONUMENTED       CGS
 RD1238  HISTORY     - 1966     GOOD             NGS
 RD1238  HISTORY     - 1987     MARK NOT FOUND   NGS
 RD1238
 RD1238                          STATION DESCRIPTION
 RD1238
 RD1238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 RD1238'IN BARVIEW.
 RD1238'AT BARVIEW, 50 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE COAST
 RD1238'GUARD LOOKOUT HOUSE, 35 FEET WEST OF THE COAST GUARD SIGNAL TOWER, 15
 RD1238'FEET NORTH OF THE OLD NARROW GAUGE RAILROAD BED AND 2 FEET ABOVE THE
 RD1238'RAILROAD BED CEMENTED IN A DRILL HOLE IN A 5 BY 8 FOOT ROUNDED
 RD1238'BOULDER.  WITH YELLOW PAINT THE LETTERS B M WERE PAINTED ON THE
 RD1238'BOULDER NEAR THE MARK.
 RD1238
 RD1238                          STATION RECOVERY (1987)
 RD1238
 RD1238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD1238'THIS AREA IS NOW A PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1239 ***********************************************************************
 RD1239  DESIGNATION -  943 7581 TIDAL 2
 RD1239  PID         -  RD1239
 RD1239  STATE/COUNTY-  OR/TILLAMOOK
 RD1239  USGS QUAD   -  GARIBALDI (1985)
 RD1239
 RD1239                         *CURRENT SURVEY CONTROL
 RD1239  ___________________________________________________________________
 RD1239* NAD 83(1986)-  45 34 12.     (N)    123 56 53.     (W)     SCALED    
 RD1239* NAVD 88     -         7.079  (meters)      23.23   (feet)  ADJUSTED  
 RD1239  ___________________________________________________________________
 RD1239  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 RD1239  DYNAMIC HT  -           7.079 (meters)      23.23  (feet)  COMP
 RD1239  MODELED GRAV-     980,688.5   (mgal)                       NAVD 88
 RD1239
 RD1239  VERT ORDER  -  FIRST     CLASS II
 RD1239
 RD1239.The horizontal coordinates were scaled from a topographic map and have
 RD1239.an estimated accuracy of +/- 6 seconds.
 RD1239
 RD1239.The orthometric height was determined by differential leveling
 RD1239.and adjusted in June 1991.
 RD1239
 RD1239.The geoid height was determined by GEOID03.
 RD1239
 RD1239.The dynamic height is computed by dividing the NAVD 88
 RD1239.geopotential number by the normal gravity value computed on the
 RD1239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1239.degrees latitude (g = 980.6199 gals.).
 RD1239
 RD1239.The modeled gravity was interpolated from observed gravity values.
 RD1239
 RD1239;                    North         East    Units  Estimated Accuracy
 RD1239;SPC OR N     -   217,250.    2,230,940.      MT  (+/- 180 meters Scaled)
 RD1239
 RD1239                          SUPERSEDED SURVEY CONTROL
 RD1239
 RD1239  NGVD 29 (??/??/92)    6.025  (m)           19.77   (f) ADJ UNCH    1 2
 RD1239
 RD1239.Superseded values are not recommended for survey control.
 RD1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1239.See file dsdata.txt to determine how the superseded data were derived.
 RD1239
 RD1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR260467(NAD 83)
 RD1239_MARKER: DJ = TIDAL STATION DISK
 RD1239_SETTING: 66 = SET IN ROCK OUTCROP
 RD1239_SP_SET: ROCK OUTCROP
 RD1239_STAMPING: 2 1933
 RD1239_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RD1239+STABILITY: POSITION/ELEVATION WELL
 RD1239
 RD1239  HISTORY     - Date     Condition        Report By
 RD1239  HISTORY     - 1933     MONUMENTED       CGS
 RD1239  HISTORY     - 1966     MARK NOT FOUND   NGS
 RD1239  HISTORY     - 1987     MARK NOT FOUND   NGS
 RD1239
 RD1239                          STATION DESCRIPTION
 RD1239
 RD1239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 RD1239'IN BARVIEW.
 RD1239'AT BARVIEW, TILLAMOOK COUNTY, ON THE SOUTHERN PACIFIC CO. RAILROAD,
 RD1239'ABOUT 750 FEET NORTHWEST OF THE OLD COAST GUARD STATION, 150 FEET
 RD1239'NORTH OF THE CENTER LINE OF THE TRACK, AND IN A NICHE IN THE STEEP
 RD1239'SLOPING FACE OF A ROCK OUTCROP ON THE WEST SIDE OF A TREE-COVERED
 RD1239'HILL.  A STANDARD DISK, STAMPED 2 1933.  NOTE-- THE BRUSH IS DENSE IN
 RD1239'THIS AREA AND THE ORIGINAL DESCRIPTION IS VAGUE MAKING THE RECOVERY OF
 RD1239'THIS MARK DIFFICULT.  THE ORIGINAL DESCRIPTION FOLLOWS.
 RD1239
 RD1239                          STATION RECOVERY (1987)
 RD1239
 RD1239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD1239'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1442 ***********************************************************************
 RD1442  DESIGNATION -  943 7581 TIDAL 3
 RD1442  PID         -  RD1442
 RD1442  STATE/COUNTY-  OR/TILLAMOOK
 RD1442  USGS QUAD   -  GARIBALDI (1985)
 RD1442
 RD1442                         *CURRENT SURVEY CONTROL
 RD1442  ___________________________________________________________________
 RD1442* NAD 83(1986)-  45 34 06.     (N)    123 56 34.     (W)     SCALED    
 RD1442* NAVD 88     -         5.003  (meters)      16.41   (feet)  ADJUSTED  
 RD1442  ___________________________________________________________________
 RD1442  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 RD1442  DYNAMIC HT  -           5.003 (meters)      16.41  (feet)  COMP
 RD1442  MODELED GRAV-     980,689.0   (mgal)                       NAVD 88
 RD1442
 RD1442  VERT ORDER  -  FIRST     CLASS II
 RD1442
 RD1442.The horizontal coordinates were scaled from a topographic map and have
 RD1442.an estimated accuracy of +/- 6 seconds.
 RD1442
 RD1442.The orthometric height was determined by differential leveling
 RD1442.and adjusted in June 1991.
 RD1442
 RD1442.The geoid height was determined by GEOID03.
 RD1442
 RD1442.The dynamic height is computed by dividing the NAVD 88
 RD1442.geopotential number by the normal gravity value computed on the
 RD1442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1442.degrees latitude (g = 980.6199 gals.).
 RD1442
 RD1442.The modeled gravity was interpolated from observed gravity values.
 RD1442
 RD1442;                    North         East    Units  Estimated Accuracy
 RD1442;SPC OR N     -   217,040.    2,231,350.      MT  (+/- 180 meters Scaled)
 RD1442
 RD1442                          SUPERSEDED SURVEY CONTROL
 RD1442
 RD1442.No superseded survey control is available for this station.
 RD1442
 RD1442_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR264465(NAD 83)
 RD1442_MARKER: DJ = TIDAL STATION DISK
 RD1442_SETTING: 80 = SET IN A BOULDER
 RD1442_SP_SET: BOULDER
 RD1442_STAMPING: NO 3 1957
 RD1442_MARK LOGO: CGS   
 RD1442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD1442+STABILITY: SURFACE MOTION
 RD1442_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD1442+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2004
 RD1442
 RD1442  HISTORY     - Date     Condition        Report By
 RD1442  HISTORY     - 1957     MONUMENTED       CGS
 RD1442  HISTORY     - 1987     GOOD             NGS
 RD1442  HISTORY     - 20040612 GOOD             USPSQD
 RD1442
 RD1442                          STATION DESCRIPTION
 RD1442
 RD1442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 RD1442'19.1 KM (11.85 MI) NORTH FROM TILLAMOOK.
 RD1442'18.8 KM (11.70 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM ITS
 RD1442'JUNCTION WITH STATE HIGHWAY 6 IN TILLAMOOK, THENCE 0.1 KM (0.05 MI)
 RD1442'SOUTHWEST ALONG CEDAR AVENUE IN THE VILLAGE OF BARVIEW, THENCE 0.2 KM
 RD1442'(0.10 MI) SOUTHEAST ALONG THE BURLINGTON NORTHERN RAILROAD, IN THE
 RD1442'CENTER OF A 9 BY 9 FOOT BOULDER IN A ROCKFILL, 117.0 M (383.9 FT)
 RD1442'EAST OF THE SOUTHEAST CORNER OF A TILLAMOOK BAY FRONT RANGE LIGHT,
 RD1442'30.6 M (100.4 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A WOOD SHAKE
 RD1442'COTTAGE, 26.6 M (87.3 FT) SOUTHWEST OF THE NEAR RAIL, AND 16.2 M
 RD1442'(53.1 FT) SOUTH OF THE SOUTHEAST CORNER OF THE CONCRETE BASE OF A
 RD1442'LIGHT.
 RD1442'THE MARK IS 0.3 M ABOVE THE RAIL.
 RD1442
 RD1442                          STATION RECOVERY (2004)
 RD1442
 RD1442'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 RD1442'BOULDER IS ACTUALLY 4 X 4 X 5
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1220 ***********************************************************************
 RD1220  DESIGNATION -  943 7815 TIDAL 1
 RD1220  PID         -  RD1220
 RD1220  STATE/COUNTY-  OR/TILLAMOOK
 RD1220  USGS QUAD   -  NEHALEM (1985)
 RD1220
 RD1220                         *CURRENT SURVEY CONTROL
 RD1220  ___________________________________________________________________
 RD1220* NAD 83(1986)-  45 40 08.     (N)    123 55 24.     (W)     SCALED    
 RD1220* NAVD 88     -         8.208  (meters)      26.93   (feet)  ADJUSTED  
 RD1220  ___________________________________________________________________
 RD1220  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 RD1220  DYNAMIC HT  -           8.209 (meters)      26.93  (feet)  COMP
 RD1220  MODELED GRAV-     980,708.6   (mgal)                       NAVD 88
 RD1220
 RD1220  VERT ORDER  -  FIRST     CLASS II
 RD1220
 RD1220.The horizontal coordinates were scaled from a topographic map and have
 RD1220.an estimated accuracy of +/- 6 seconds.
 RD1220
 RD1220.The orthometric height was determined by differential leveling
 RD1220.and adjusted in June 1991.
 RD1220
 RD1220.The geoid height was determined by GEOID03.
 RD1220
 RD1220.The dynamic height is computed by dividing the NAVD 88
 RD1220.geopotential number by the normal gravity value computed on the
 RD1220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1220.degrees latitude (g = 980.6199 gals.).
 RD1220
 RD1220.The modeled gravity was interpolated from observed gravity values.
 RD1220
 RD1220;                    North         East    Units  Estimated Accuracy
 RD1220;SPC OR N     -   228,140.    2,233,340.      MT  (+/- 180 meters Scaled)
 RD1220
 RD1220                          SUPERSEDED SURVEY CONTROL
 RD1220
 RD1220  NGVD 29 (??/??/92)    7.15   (m)           23.5    (f) COMPUTED    1 2
 RD1220
 RD1220.Superseded values are not recommended for survey control.
 RD1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1220.See file dsdata.txt to determine how the superseded data were derived.
 RD1220
 RD1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR280576(NAD 83)
 RD1220_MARKER: DB = BENCH MARK DISK
 RD1220_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD1220_SP_SET: MONUMENT
 RD1220_STAMPING: 1 1933
 RD1220_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD1220
 RD1220  HISTORY     - Date     Condition        Report By
 RD1220  HISTORY     - 1933     MONUMENTED       CGS
 RD1220  HISTORY     - 1966     GOOD             NGS
 RD1220  HISTORY     - 1987     MARK NOT FOUND   NGS
 RD1220
 RD1220                          STATION DESCRIPTION
 RD1220
 RD1220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 RD1220'3.4 MI SW FROM WHEELER.
 RD1220'3.4 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE WHEELER POST OFFICE AT
 RD1220'THE SETTLEMENT OF BRIGHTON, 77 FEET WEST OF THE NORTHWEST CORNER OF
 RD1220'THE BRIGHTON MOTEL, 53 FEET NORTH OF THE CENTER OF THE ROAD THAT
 RD1220'CROSSES THE RAILROAD TRACKS, 31 FEET EAST OF THE NEAREST RAIL OF THE
 RD1220'RAILROAD, 29 FEET WEST OF THE CENTER OF U.S. HIGHWAY 101 AND 0.5 FOOT
 RD1220'SOUTH OF A METAL WITNESS POST SET IN AN 8-INCH SQUARE CONCRETE
 RD1220'MONUMENT THAT IS 5 INCHES BELOW THE SURFACE OF THE GROUND.
 RD1220
 RD1220                          STATION RECOVERY (1987)
 RD1220
 RD1220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD1220'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1205 ***********************************************************************
 RD1205  DESIGNATION -  943 7908 TIDAL 1
 RD1205  PID         -  RD1205
 RD1205  STATE/COUNTY-  OR/TILLAMOOK
 RD1205  USGS QUAD   -  NEHALEM (1985)
 RD1205
 RD1205                         *CURRENT SURVEY CONTROL
 RD1205  ___________________________________________________________________
 RD1205* NAD 83(1986)-  45 42 37.     (N)    123 53 27.     (W)     SCALED    
 RD1205* NAVD 88     -         7.453  (meters)      24.45   (feet)  ADJUSTED  
 RD1205  ___________________________________________________________________
 RD1205  GEOID HEIGHT-         -22.49  (meters)                     GEOID03
 RD1205  DYNAMIC HT  -           7.454 (meters)      24.46  (feet)  COMP
 RD1205  MODELED GRAV-     980,711.7   (mgal)                       NAVD 88
 RD1205
 RD1205  VERT ORDER  -  FIRST     CLASS II
 RD1205
 RD1205.The horizontal coordinates were scaled from a topographic map and have
 RD1205.an estimated accuracy of +/- 6 seconds.
 RD1205
 RD1205.The orthometric height was determined by differential leveling
 RD1205.and adjusted in June 1991.
 RD1205.WARNING-Repeat measurements at this control monument indicate possible
 RD1205.vertical movement.
 RD1205
 RD1205.The geoid height was determined by GEOID03.
 RD1205
 RD1205.The dynamic height is computed by dividing the NAVD 88
 RD1205.geopotential number by the normal gravity value computed on the
 RD1205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1205.degrees latitude (g = 980.6199 gals.).
 RD1205
 RD1205.The modeled gravity was interpolated from observed gravity values.
 RD1205
 RD1205;                    North         East    Units  Estimated Accuracy
 RD1205;SPC OR N     -   232,630.    2,236,060.      MT  (+/- 180 meters Scaled)
 RD1205
 RD1205                          SUPERSEDED SURVEY CONTROL
 RD1205
 RD1205  NGVD 29 (??/??/92)    6.378  (m)           20.93   (f) ADJ UNCH    1 2
 RD1205
 RD1205.Superseded values are not recommended for survey control.
 RD1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1205.See file dsdata.txt to determine how the superseded data were derived.
 RD1205
 RD1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR306622(NAD 83)
 RD1205_MARKER: DJ = TIDAL STATION DISK
 RD1205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD1205_SP_SET: CONCRETE POST
 RD1205_STAMPING: 1 1933
 RD1205_MARK LOGO: CGS   
 RD1205_PROJECTION: FLUSH
 RD1205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD1205+STABILITY: SURFACE MOTION
 RD1205_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD1205+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2006
 RD1205
 RD1205  HISTORY     - Date     Condition        Report By
 RD1205  HISTORY     - 1933     MONUMENTED       CGS
 RD1205  HISTORY     - 1966     GOOD             NGS
 RD1205  HISTORY     - 1987     GOOD             NGS
 RD1205  HISTORY     - 20020301 GOOD             USPSQD
 RD1205  HISTORY     - 20060219 GOOD             USPSQD
 RD1205
 RD1205                          STATION DESCRIPTION
 RD1205
 RD1205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 RD1205'0.5 MI S FROM NEHALEM.
 RD1205'0.5 MILE SOUTH ALONG U.S. HIGHWAY 101 FROM THE NEHALEM POST OFFICE,
 RD1205'160 FEET NORTH OF THE WEST APPROACH ACROSS THE NEHALEM RIVER, 43 FEET
 RD1205'SOUTH OF THE SOUTHWEST CORNER OF A TOOL SHED, 25 FEET EAST OF THE
 RD1205'CENTER OF HIGHWAY 101, 24 FEET NORTH OF THE SIGN, ENTERING NEHALEM, 24
 RD1205'FEET SOUTH OF THE CENTER OF A DRIVEWAY TO A WHITE HOUSE, 2 FEET WEST
 RD1205'OF A FIRE HYDRANT, 1 FOOT EAST OF J. R. STEPHENS MAIL BOX AND 0.5 FOOT
 RD1205'WEST OF A METAL WITNESS POST SET IN A SQUARE CONCRETE MONUMENT THAT IS
 RD1205'FLUSH.
 RD1205
 RD1205                          STATION RECOVERY (1987)
 RD1205
 RD1205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD1205'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  0.7 KM (0.45
 RD1205'MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE CITY HALL IN NEHALEM,
 RD1205'17.2 M (56.4 FT) NORTH OF THE NEHALEM CITY LIMITS SIGN, 14.2 M (46.6
 RD1205'FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 5.4 M (17.7 FT)
 RD1205'SOUTHEAST OF A DRIVEWAY.
 RD1205'THE MARK IS 0.2 METERS  W FROM  A WITNESS POST
 RD1205'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 RD1205
 RD1205                          STATION RECOVERY (2002)
 RD1205
 RD1205'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 RD1205'1987 DESCRIPTION IS ADEQUATE WITH THIS ADDITION AFTER DRIVEWAY -
 RD1205'LEADING DOWN HILL. CONCRETE MONUMENT IS EXPOSED 0.5 M (18 INCHES) ON
 RD1205'NORTH SIDE
 RD1205
 RD1205                          STATION RECOVERY (2006)
 RD1205
 RD1205'RECOVERY NOTE BY US POWER SQUADRON 2006 (DLM)
 RD1205'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD4367 ***********************************************************************
 RD4367  DESIGNATION -  943 7908 TIDAL 1 RESET
 RD4367  PID         -  RD4367
 RD4367  STATE/COUNTY-  OR/TILLAMOOK
 RD4367  USGS QUAD   -  NEHALEM (1985)
 RD4367
 RD4367                         *CURRENT SURVEY CONTROL
 RD4367  ___________________________________________________________________
 RD4367* NAD 83(1986)-  45 42 47.     (N)    123 53 34.     (W)     SCALED    
 RD4367* NAVD 88     -         4.34   (meters)      14.2    (feet)  RESET     
 RD4367  ___________________________________________________________________
 RD4367  GEOID HEIGHT-         -22.50  (meters)                     GEOID03
 RD4367  VERT ORDER  -  THIRD
 RD4367
 RD4367.The horizontal coordinates were scaled from a topographic map and have
 RD4367.an estimated accuracy of +/- 6 seconds.
 RD4367
 RD4367.The orthometric height was computed from unverified reset data.
 RD4367.No vertical observational check was made to the station.
 RD4367
 RD4367.The geoid height was determined by GEOID03.
 RD4367
 RD4367;                    North         East    Units  Estimated Accuracy
 RD4367;SPC OR N     -   232,950.    2,235,920.      MT  (+/- 180 meters Scaled)
 RD4367
 RD4367                          SUPERSEDED SURVEY CONTROL
 RD4367
 RD4367  NGVD 29 (10/26/06)    3.27   (m)           10.7    (f) RESET       3  
 RD4367
 RD4367.Superseded values are not recommended for survey control.
 RD4367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4367.See file dsdata.txt to determine how the superseded data were derived.
 RD4367
 RD4367_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR305625(NAD 83)
 RD4367_MARKER: DB = BENCH MARK DISK
 RD4367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD4367_SP_SET: CONCRETE POST
 RD4367_STAMPING: TIDAL 1 RESET 1982
 RD4367_MARK LOGO: NGS   
 RD4367_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD4367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD4367+STABILITY: SURFACE MOTION
 RD4367
 RD4367  HISTORY     - Date     Condition        Report By
 RD4367  HISTORY     - 1982     MONUMENTED       NGS
 RD4367  HISTORY     - 20020303 MARK NOT FOUND   USPSQD
 RD4367
 RD4367                          STATION DESCRIPTION
 RD4367
 RD4367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RD4367'5.0 METERS NORTH OF THE WEST END OF PRESENT BRIDGE OVER NEHALEM RIVER
 RD4367'21 METERS EAST OF CENTERLINE OF ROAD, 5.1 METERS NORTHWEST OF
 RD4367'NORTHWEST OF PORCH OF TOM PILKINGTON RESIDENCE, 3.6 METERS WEST OF
 RD4367'NORTHWEST CORNER OF RESIDENCE, 1.35 METERS WEST OF THE CENTER OF A
 RD4367'SEPTIC TANK, MARK IS FLUSH WITH THE GROUND.
 RD4367
 RD4367                          STATION RECOVERY (2002)
 RD4367
 RD4367'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 RD4367'THERE IS NO RESIDENCE IN AREA DESCRIBED, IT IS NOW A MEMORIAL PARK.
 RD4367' 
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1435 ***********************************************************************
 RD1435  DESIGNATION -  943 7908 TIDAL 3
 RD1435  PID         -  RD1435
 RD1435  STATE/COUNTY-  OR/TILLAMOOK
 RD1435  USGS QUAD   -  NEHALEM (1985)
 RD1435
 RD1435                         *CURRENT SURVEY CONTROL
 RD1435  ___________________________________________________________________
 RD1435* NAD 83(1986)-  45 43 04.     (N)    123 53 40.     (W)     SCALED    
 RD1435* NAVD 88     -         3.701  (meters)      12.14   (feet)  ADJUSTED  
 RD1435  ___________________________________________________________________
 RD1435  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 RD1435  DYNAMIC HT  -           3.702 (meters)      12.15  (feet)  COMP
 RD1435  MODELED GRAV-     980,708.0   (mgal)                       NAVD 88
 RD1435
 RD1435  VERT ORDER  -  FIRST     CLASS II
 RD1435
 RD1435.The horizontal coordinates were scaled from a topographic map and have
 RD1435.an estimated accuracy of +/- 6 seconds.
 RD1435
 RD1435.The orthometric height was determined by differential leveling
 RD1435.and adjusted in June 1991.
 RD1435
 RD1435.The geoid height was determined by GEOID03.
 RD1435
 RD1435.The dynamic height is computed by dividing the NAVD 88
 RD1435.geopotential number by the normal gravity value computed on the
 RD1435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1435.degrees latitude (g = 980.6199 gals.).
 RD1435
 RD1435.The modeled gravity was interpolated from observed gravity values.
 RD1435
 RD1435;                    North         East    Units  Estimated Accuracy
 RD1435;SPC OR N     -   233,480.    2,235,820.      MT  (+/- 180 meters Scaled)
 RD1435
 RD1435                          SUPERSEDED SURVEY CONTROL
 RD1435
 RD1435.No superseded survey control is available for this station.
 RD1435
 RD1435_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR303630(NAD 83)
 RD1435_MARKER: DJ = TIDAL STATION DISK
 RD1435_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RD1435_SP_SET: SIDEWALK
 RD1435_STAMPING: NO 3 1956
 RD1435_MARK LOGO: CGS   
 RD1435_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD1435_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RD1435+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2006
 RD1435
 RD1435  HISTORY     - Date     Condition        Report By
 RD1435  HISTORY     - 1956     MONUMENTED       CGS
 RD1435  HISTORY     - 1987     GOOD             NGS
 RD1435  HISTORY     - 20020303 GOOD             USPSQD
 RD1435  HISTORY     - 20060219 GOOD             USPSQD
 RD1435  HISTORY     - 20060912 MARK NOT FOUND   COAST
 RD1435
 RD1435                          STATION DESCRIPTION
 RD1435
 RD1435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 RD1435'IN NEHALEM.
 RD1435'IN NEHALEM, AT THE INTERSECTION OF 7TH STREET AND TOHLS AVENUE, IN A
 RD1435'SIDEWALK 9.2 M (30.2 FT) NORTH OF THE CENTER OF THE AVENUE, 6.5 M
 RD1435'(21.3 FT) WEST OF THE CENTERLINE OF THE STREET, 2.2 M (7.2 FT)
 RD1435'SOUTHEAST OF THE SOUTHEAST CORNER OF THE NEHALEM FOOD MART, AND 2.1 M
 RD1435'(6.9 FT) SOUTH OF A FIRE HYDRANT.
 RD1435'THE MARK IS 0.1 M ABOVE THE STREET.
 RD1435
 RD1435                          STATION RECOVERY (2002)
 RD1435
 RD1435'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 RD1435'RECOVERED IN GOOD CONDITION.
 RD1435
 RD1435                          STATION RECOVERY (2006)
 RD1435
 RD1435'RECOVERY NOTE BY US POWER SQUADRON 2006 (DLM)
 RD1435'RECOVERED IN GOOD CONDITION.
 RD1435
 RD1435                          STATION RECOVERY (2006)
 RD1435
 RD1435'RECOVERY NOTE BY COAST SURVEYING INCORPORATED 2006 (CC)
 RD1435'SIDEWALK HAS BEEN REMOVED DURING ROAD IMPROVEMENT WORK.  MARK SHOULD
 RD1435'BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1038 ***********************************************************************
 SC1038  DESIGNATION -  943 8478 TIDAL 2 B
 SC1038  PID         -  SC1038
 SC1038  STATE/COUNTY-  OR/CLATSOP
 SC1038  USGS QUAD   -  GEARHART (1973)
 SC1038
 SC1038                         *CURRENT SURVEY CONTROL
 SC1038  ___________________________________________________________________
 SC1038* NAD 83(1986)-  46 00 04.     (N)    123 55 15.     (W)     SCALED    
 SC1038* NAVD 88     -         6.103  (meters)      20.02   (feet)  ADJUSTED  
 SC1038  ___________________________________________________________________
 SC1038  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 SC1038  DYNAMIC HT  -           6.104 (meters)      20.03  (feet)  COMP
 SC1038  MODELED GRAV-     980,704.4   (mgal)                       NAVD 88
 SC1038
 SC1038  VERT ORDER  -  FIRST     CLASS II
 SC1038
 SC1038.The horizontal coordinates were scaled from a topographic map and have
 SC1038.an estimated accuracy of +/- 6 seconds.
 SC1038
 SC1038.The orthometric height was determined by differential leveling
 SC1038.and adjusted in June 1991.
 SC1038
 SC1038.The geoid height was determined by GEOID03.
 SC1038
 SC1038.The dynamic height is computed by dividing the NAVD 88
 SC1038.geopotential number by the normal gravity value computed on the
 SC1038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC1038.degrees latitude (g = 980.6199 gals.).
 SC1038
 SC1038.The modeled gravity was interpolated from observed gravity values.
 SC1038
 SC1038;                    North         East    Units  Estimated Accuracy
 SC1038;SPC OR N     -   265,030.    2,235,100.      MT  (+/- 180 meters Scaled)
 SC1038
 SC1038                          SUPERSEDED SURVEY CONTROL
 SC1038
 SC1038.No superseded survey control is available for this station.
 SC1038
 SC1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR286945(NAD 83)
 SC1038_MARKER: DJ = TIDAL STATION DISK
 SC1038_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 SC1038_SP_SET: SIDEWALK
 SC1038_STAMPING: TIDAL 2 B 1971
 SC1038_MARK LOGO: NOS   
 SC1038_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC1038_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC1038+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2007
 SC1038
 SC1038  HISTORY     - Date     Condition        Report By
 SC1038  HISTORY     - 1971     MONUMENTED       NOS
 SC1038  HISTORY     - 1987     GOOD             NGS
 SC1038  HISTORY     - 20000306 GOOD             USPSQD
 SC1038  HISTORY     - 20060204 GOOD             USPSQD
 SC1038  HISTORY     - 20070224 GOOD             USPSQD
 SC1038
 SC1038                          STATION DESCRIPTION
 SC1038
 SC1038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SC1038'IN SEASIDE.
 SC1038'IN SEASIDE, AT THE INTERSECTION OF 12TH AVENUE AND NORTH HOLLIDAY
 SC1038'STREET, IN THE SIDEWALK AT THE SEASIDE SEWER PUMPING STATION NUMBER
 SC1038'3, 30.5 M (100.1 FT) WEST OF THE CENTERLINE OF THE STREET, 5.5 M
 SC1038'(18.0 FT) SOUTH OF THE CENTERLINE OF THE AVENUE, 4.6 M (15.1 FT)
 SC1038'NORTHEAST OF THE NORTHEAST CORNER OF THE BUILDING, AND 3.5 M (11.5
 SC1038'FT) EAST OF UTILITY POLE NUMBER 169304.
 SC1038'THE MARK IS 0.1 M ABOVE THE AVENUE.
 SC1038
 SC1038                          STATION RECOVERY (2000)
 SC1038
 SC1038'RECOVERY NOTE BY US POWER SQUADRON 2000
 SC1038'RECOVERED IN GOOD CONDITION.
 SC1038
 SC1038                          STATION RECOVERY (2006)
 SC1038
 SC1038'RECOVERY NOTE BY US POWER SQUADRON 2006 (DMJ)
 SC1038'RECOVERED IN GOOD CONDITION.
 SC1038
 SC1038                          STATION RECOVERY (2007)
 SC1038
 SC1038'RECOVERY NOTE BY US POWER SQUADRON 2007 (DMJ)
 SC1038'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC0589 ***********************************************************************
 SC0589  DESIGNATION -  943 9008 TIDAL 1
 SC0589  PID         -  SC0589
 SC0589  STATE/COUNTY-  OR/CLATSOP
 SC0589  USGS QUAD   -  WARRENTON (1996)
 SC0589
 SC0589                         *CURRENT SURVEY CONTROL
 SC0589  ___________________________________________________________________
 SC0589* NAD 83(1986)-  46 12 23.     (N)    123 57 11.     (W)     SCALED    
 SC0589* NAVD 88     -         3.682  (meters)      12.08   (feet)  ADJUSTED  
 SC0589  ___________________________________________________________________
 SC0589  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 SC0589  DYNAMIC HT  -           3.683 (meters)      12.08  (feet)  COMP
 SC0589  MODELED GRAV-     980,713.8   (mgal)                       NAVD 88
 SC0589
 SC0589  VERT ORDER  -  FIRST     CLASS II
 SC0589
 SC0589.The horizontal coordinates were scaled from a topographic map and have
 SC0589.an estimated accuracy of +/- 6 seconds.
 SC0589
 SC0589.The orthometric height was determined by differential leveling
 SC0589.and adjusted in June 1991.
 SC0589
 SC0589.The geoid height was determined by GEOID03.
 SC0589
 SC0589.The dynamic height is computed by dividing the NAVD 88
 SC0589.geopotential number by the normal gravity value computed on the
 SC0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0589.degrees latitude (g = 980.6199 gals.).
 SC0589
 SC0589.The modeled gravity was interpolated from observed gravity values.
 SC0589
 SC0589;                    North         East    Units  Estimated Accuracy
 SC0589;SPC OR N     -   287,930.    2,233,580.      MT  (+/- 180 meters Scaled)
 SC0589
 SC0589                          SUPERSEDED SURVEY CONTROL
 SC0589
 SC0589  NGVD 29 (??/??/92)    2.584  (m)            8.48   (f) ADJ UNCH    1 2
 SC0589
 SC0589.Superseded values are not recommended for survey control.
 SC0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0589.See file dsdata.txt to determine how the superseded data were derived.
 SC0589
 SC0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS264174(NAD 83)
 SC0589_MARKER: DB = BENCH MARK DISK
 SC0589_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SC0589_SP_SET: FOOTING
 SC0589_STAMPING: NO 1 1935
 SC0589_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC0589
 SC0589  HISTORY     - Date     Condition        Report By
 SC0589  HISTORY     - 1935     MONUMENTED       CGS
 SC0589  HISTORY     - 1966     MARK NOT FOUND   NGS
 SC0589  HISTORY     - 1987     MARK NOT FOUND   NGS
 SC0589
 SC0589                          STATION DESCRIPTION
 SC0589
 SC0589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 SC0589'IN FORT STEVENS.
 SC0589'AT FORT STEVENS, CLATSOP COUNTY, AT THE SOUTHEAST CORNER OF THE FORMER
 SC0589'SEARCHLIGHT 7, IN THE SOUTH FACE OF AN OLD CONCRETE FOOTING (THIS
 SC0589'FOOTING IS IN THE SECOND LINE OF FOOTINGS FROM THE SOUTH SIDE AND
 SC0589'NORTHWEST OF THE SOUTHEAST CORNER FOOTING), AND ABOUT 3 FEET ABOVE THE
 SC0589'GROUND.  A STANDARD DISK, STAMPED NO 1 1935 AND SET VERTICALLY. NOTE--
 SC0589'THE FOOTING IS DIRECTLY ON RANGE WITH FORT STEVENS JETTY LIGHT WEST
 SC0589'LOCATED AT THE OFFSHORE END OF THE OLD MINE WHARF AND THE NORTHEAST
 SC0589'CORNER OF A SMALL CORRUGATED CONCRETE POWERPLANT LOCATED ON THE BANK
 SC0589'ABOVE THE FOOTING AND 80 FEET SOUTHWEST OF IT.
 SC0589
 SC0589                          STATION RECOVERY (1987)
 SC0589
 SC0589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SC0589'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC0585 ***********************************************************************
 SC0585  DESIGNATION -  943 9008 TIDAL 2=9.68
 SC0585  PID         -  SC0585
 SC0585  STATE/COUNTY-  OR/CLATSOP
 SC0585  USGS QUAD   -  WARRENTON (1996)
 SC0585
 SC0585                         *CURRENT SURVEY CONTROL
 SC0585  ___________________________________________________________________
 SC0585* NAD 83(1986)-  46 12 21.     (N)    123 57 23.     (W)     SCALED    
 SC0585* NAVD 88     -         4.253  (meters)      13.95   (feet)  ADJUSTED  
 SC0585  ___________________________________________________________________
 SC0585  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 SC0585  DYNAMIC HT  -           4.253 (meters)      13.95  (feet)  COMP
 SC0585  MODELED GRAV-     980,713.5   (mgal)                       NAVD 88
 SC0585
 SC0585  VERT ORDER  -  FIRST     CLASS II
 SC0585
 SC0585.The horizontal coordinates were scaled from a topographic map and have
 SC0585.an estimated accuracy of +/- 6 seconds.
 SC0585
 SC0585.The orthometric height was determined by differential leveling
 SC0585.and adjusted in June 1991.
 SC0585
 SC0585.The geoid height was determined by GEOID03.
 SC0585
 SC0585.The dynamic height is computed by dividing the NAVD 88
 SC0585.geopotential number by the normal gravity value computed on the
 SC0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0585.degrees latitude (g = 980.6199 gals.).
 SC0585
 SC0585.The modeled gravity was interpolated from observed gravity values.
 SC0585
 SC0585;                    North         East    Units  Estimated Accuracy
 SC0585;SPC OR N     -   287,880.    2,233,320.      MT  (+/- 180 meters Scaled)
 SC0585
 SC0585                          SUPERSEDED SURVEY CONTROL
 SC0585
 SC0585  NGVD 29 (??/??/92)    3.154  (m)           10.35   (f) ADJ UNCH    1 2
 SC0585
 SC0585.Superseded values are not recommended for survey control.
 SC0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0585.See file dsdata.txt to determine how the superseded data were derived.
 SC0585
 SC0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS262173(NAD 83)
 SC0585_MARKER: N = NAIL
 SC0585_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SC0585_SP_SET: BUILDING
 SC0585_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SC0585
 SC0585  HISTORY     - Date     Condition        Report By
 SC0585  HISTORY     - UNK      MONUMENTED       USGS
 SC0585  HISTORY     - 1966     GOOD             NGS
 SC0585  HISTORY     - 1987     MARK NOT FOUND   NGS
 SC0585
 SC0585                          STATION DESCRIPTION
 SC0585
 SC0585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 SC0585'0.7 MI NW FROM HAMMOND.
 SC0585'REACHED FROM THE HAMMOND POST OFFICE BY GOING WEST ON PACIFIC AVENUE
 SC0585'FOR 0.3 MILE TO THE JUNCTION WITH RIDGE ROAD, TURN RIGHT AND GO
 SC0585'NORTHERLY ON RIDGE ROAD FOR 0.4 MILE TO A 4-WAY INTERSECTION, TAKE
 SC0585'EXTREME LEFT ROAD AND GO WEST ON THE MACADAM FOR 0.1 MILE TO THE BENCH
 SC0585'MARK ON THE RIGHT, 150 FEET SOUTH OF HEAVILY CONSTRUCTED CONCRETE
 SC0585'BUILDING ABOUT 30 FEET HIGH, 70 FEET NORTHWEST OF THE NORTHWEST CORNER
 SC0585'OF A 80 BY 120 FOOT CONCRETE FOUNDATION, 60 FEET WEST OF THE ROAD
 SC0585'NORTH TO THE CONCRETE BUILDING, 31 FEET NORTH OF A FIRE HYDRANT, 25
 SC0585'FEET EAST OF A TELEPHONE POLE, 25 FEET NORTHWEST OF A SIDE ROAD
 SC0585'SOUTHEAST AND 8 FEET NORTH OF THE CENTER OF MAIN AVENUE IN THE
 SC0585'SOUTHWEST CORNER OF MANHOLE NO. 27, WHICH IS 6 FEET SQUARE AND
 SC0585'PROJECTS 6 INCHES.
 SC0585
 SC0585                          STATION RECOVERY (1987)
 SC0585
 SC0585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SC0585'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC0586 ***********************************************************************
 SC0586  TIDAL BM    -  This is a Tidal Bench Mark.
 SC0586  DESIGNATION -  943 9008 TIDAL 3
 SC0586  PID         -  SC0586
 SC0586  STATE/COUNTY-  OR/CLATSOP
 SC0586  USGS QUAD   -  WARRENTON (1996)
 SC0586
 SC0586                         *CURRENT SURVEY CONTROL
 SC0586  ___________________________________________________________________
 SC0586* NAD 83(1986)-  46 12 22.     (N)    123 57 17.     (W)     SCALED    
 SC0586* NAVD 88     -         3.263  (meters)      10.71   (feet)  ADJUSTED  
 SC0586  ___________________________________________________________________
 SC0586  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 SC0586  DYNAMIC HT  -           3.263 (meters)      10.71  (feet)  COMP
 SC0586  MODELED GRAV-     980,713.6   (mgal)                       NAVD 88
 SC0586
 SC0586  VERT ORDER  -  FIRST     CLASS II
 SC0586
 SC0586.The horizontal coordinates were scaled from a topographic map and have
 SC0586.an estimated accuracy of +/- 6 seconds.
 SC0586
 SC0586.The orthometric height was determined by differential leveling
 SC0586.and adjusted in June 1991.
 SC0586
 SC0586.This Tidal Bench Mark is designated as VM 11263
 SC0586.by the Center for Operational Oceanographic Products and Services.
 SC0586
 SC0586.The geoid height was determined by GEOID03.
 SC0586
 SC0586.The dynamic height is computed by dividing the NAVD 88
 SC0586.geopotential number by the normal gravity value computed on the
 SC0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0586.degrees latitude (g = 980.6199 gals.).
 SC0586
 SC0586.The modeled gravity was interpolated from observed gravity values.
 SC0586
 SC0586;                    North         East    Units  Estimated Accuracy
 SC0586;SPC OR N     -   287,910.    2,233,450.      MT  (+/- 180 meters Scaled)
 SC0586
 SC0586                          SUPERSEDED SURVEY CONTROL
 SC0586
 SC0586  NGVD 29 (??/??/92)    2.16   (m)            7.1    (f) COMPUTED    1 2
 SC0586
 SC0586.Superseded values are not recommended for survey control.
 SC0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0586.See file dsdata.txt to determine how the superseded data were derived.
 SC0586
 SC0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS263173(NAD 83)
 SC0586_MARKER: DJ = TIDAL STATION DISK
 SC0586_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 SC0586+WITH SETTING: PAVEMENT
 SC0586_SP_SET: MANHOLE FOUNDATION
 SC0586_STAMPING: 3 1940
 SC0586_MARK LOGO: CGS   
 SC0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0586+STABILITY: SURFACE MOTION
 SC0586
 SC0586  HISTORY     - Date     Condition        Report By
 SC0586  HISTORY     - 1940     MONUMENTED       CGS
 SC0586  HISTORY     - 1966     MARK NOT FOUND   NGS
 SC0586  HISTORY     - 1987     GOOD             NGS
 SC0586
 SC0586                          STATION DESCRIPTION
 SC0586
 SC0586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 SC0586'IN FORT STEVENS.
 SC0586'SEARCHED FOR BUT NOT RECOVERED.  THE ORIGINAL DESCRIPTION FOLLOWS. AT
 SC0586'FORT STEVENS, CLATSOP COUNTY, ON THE NORTH SIDE OF MAIN AVENUE, 180
 SC0586'FEET WEST-NORTHWEST OF THE FIREPLUG LOCATED AT THE INTERSECTION OF
 SC0586'MAIN AVENUE AND THE ENTRANCE AND EXIT ROADS LEADING TO FORT STEVENS
 SC0586'ARMY WHARF, ABOUT 100 FEET WEST-SOUTHWEST OF A CONCRETE RAILROAD
 SC0586'LOADING PLATFORM, 20.5 FEET NORTH OF THE CENTERLINE OF MAIN AVENUE, 34
 SC0586'FEET SOUTH OF SOUTHEAST CORNER OF THE FORMER POWERPLANT FOR
 SC0586'SEARCHLIGHTS 7 AND 8, IN THE TOP OF THE NORTHWEST CORNER OF THE
 SC0586'CONCRETE BASIN OF MANHOLE NO. 28 AND ABOUT 6 INCHES ABOVE THE LEVEL OF
 SC0586'THE GROUND.  A STANDARD DISK, STAMPED 3 1940.
 SC0586
 SC0586                          STATION RECOVERY (1987)
 SC0586
 SC0586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SC0586'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  13.2 KM
 SC0586'(8.20 MI) SOUTHERLY AND WESTERLY ALONG U.S. HIGHWAY 101 BUSINESS
 SC0586'FROM ITS JUNCTION WITH U.S. HIGHWAY 101 IN ASTORIA, THENCE 2.8 KM
 SC0586'(1.75 MI) NORTHERLY ALONG MAIN AVENUE, THENCE 2.7 KM (1.70 MI)
 SC0586'NORTHWEST ALONG NORTHWEST WARRENTON DRIVE, THENCE 2.0 KM (1.25 MI)
 SC0586'NORTHWESTERLY ALONG PACIFIC DRIVE, THENCE 0.3 KM (0.20 MI) NORTHERLY
 SC0586'ALONG THE ENTRANCE ROAD TO FORT STEVENS STATE PARK, THENCE 0.6 KM
 SC0586'(0.35 MI) EAST ALONG A PAVED ROAD, IN THE CONCRETE FOUNDATION OF AN
 SC0586'OLD MANHOLE, 30.1 M (98.8 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF
 SC0586'THE FOUNDATION OF THE TARPED LOADING ROOM 1911, 10.4 M (34.1 FT)
 SC0586'SOUTH OF THE SOUTHEAST CORNER OF THE SEARCH LIGHT GENERATOR BUILDING
 SC0586'1918, AND 6.4 M (21.0 FT) NORTH OF THE CENTER OF THE ROAD.  NOTE--NOT
 SC0586'LEVELED TO THIS SURVEY.
 SC0586'THE MARK IS 0.4 METERS  SE FROM  A WITNESS POST
 SC0586'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC0588 ***********************************************************************
 SC0588  DESIGNATION -  943 9008 TIDAL 4
 SC0588  PID         -  SC0588
 SC0588  STATE/COUNTY-  OR/CLATSOP
 SC0588  USGS QUAD   -  WARRENTON (1996)
 SC0588
 SC0588                         *CURRENT SURVEY CONTROL
 SC0588  ___________________________________________________________________
 SC0588* NAD 83(1986)-  46 12 22.     (N)    123 57 10.     (W)     SCALED    
 SC0588* NAVD 88     -         3.635  (meters)      11.93   (feet)  ADJUSTED  
 SC0588  ___________________________________________________________________
 SC0588  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 SC0588  DYNAMIC HT  -           3.636 (meters)      11.93  (feet)  COMP
 SC0588  MODELED GRAV-     980,713.8   (mgal)                       NAVD 88
 SC0588
 SC0588  VERT ORDER  -  FIRST     CLASS II
 SC0588
 SC0588.The horizontal coordinates were scaled from a topographic map and have
 SC0588.an estimated accuracy of +/- 6 seconds.
 SC0588
 SC0588.The orthometric height was determined by differential leveling
 SC0588.and adjusted in June 1991.
 SC0588
 SC0588.The geoid height was determined by GEOID03.
 SC0588
 SC0588.The dynamic height is computed by dividing the NAVD 88
 SC0588.geopotential number by the normal gravity value computed on the
 SC0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0588.degrees latitude (g = 980.6199 gals.).
 SC0588
 SC0588.The modeled gravity was interpolated from observed gravity values.
 SC0588
 SC0588;                    North         East    Units  Estimated Accuracy
 SC0588;SPC OR N     -   287,900.    2,233,600.      MT  (+/- 180 meters Scaled)
 SC0588
 SC0588                          SUPERSEDED SURVEY CONTROL
 SC0588
 SC0588  NGVD 29 (??/??/92)    2.536  (m)            8.32   (f) ADJ UNCH    1 2
 SC0588
 SC0588.Superseded values are not recommended for survey control.
 SC0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0588.See file dsdata.txt to determine how the superseded data were derived.
 SC0588
 SC0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS264173(NAD 83)
 SC0588_MARKER: DB = BENCH MARK DISK
 SC0588_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SC0588_SP_SET: WALL
 SC0588_STAMPING: 4 1940
 SC0588_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC0588
 SC0588  HISTORY     - Date     Condition        Report By
 SC0588  HISTORY     - 1940     MONUMENTED       CGS
 SC0588  HISTORY     - 1966     MARK NOT FOUND   NGS
 SC0588  HISTORY     - 1987     MARK NOT FOUND   NGS
 SC0588
 SC0588                          STATION DESCRIPTION
 SC0588
 SC0588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 SC0588'IN FORT STEVENS.
 SC0588'AT FORT STEVENS, CLATSOP COUNTY, ABOUT 140 FEET NORTHWEST OF THE
 SC0588'INSHORE END OF MINE WHARF, 88 FEET NORTHEAST OF THE SOUTHEAST CORNER
 SC0588'OF A SMALL CORRUGATED POWERPLANT 37 FEET SOUTHEAST OF THE SOUTHEAST
 SC0588'FOOTING OF SEARCHLIGHT 7, IN THE TOP OF THE EAST SIDE OF THE CONCRETE
 SC0588'WALL OF A CIRCULAR MANHOLE, 2.5 FEET FROM A WHITE WOODEN WITNESS POST
 SC0588'AND ABOUT 4 INCHES BELOW THE SURFACE OF THE GROUND.  A STANDARD DISK,
 SC0588'STAMPED 4 1940.
 SC0588
 SC0588                          STATION RECOVERY (1987)
 SC0588
 SC0588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SC0588'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AC5405 ***********************************************************************
 AC5405  TIDAL BM    -  This is a Tidal Bench Mark.
 AC5405  DESIGNATION -  943 9011 A TIDAL
 AC5405  PID         -  AC5405
 AC5405  STATE/COUNTY-  OR/CLATSOP
 AC5405  USGS QUAD   -  WARRENTON (1996)
 AC5405
 AC5405                         *CURRENT SURVEY CONTROL
 AC5405  ___________________________________________________________________
 AC5405* NAD 83(1986)-  46 12 02.     (N)    123 57 03.     (W)     SCALED    
 AC5405* NAVD 88     -         5.410  (meters)      17.75   (feet)  ADJUSTED  
 AC5405  ___________________________________________________________________
 AC5405  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 AC5405  DYNAMIC HT  -           5.411 (meters)      17.75  (feet)  COMP
 AC5405  MODELED GRAV-     980,713.3   (mgal)                       NAVD 88
 AC5405
 AC5405  VERT ORDER  -  FIRST     CLASS II
 AC5405
 AC5405.The horizontal coordinates were scaled from a topographic map and have
 AC5405.an estimated accuracy of +/- 6 seconds.
 AC5405
 AC5405.The orthometric height was determined by differential leveling
 AC5405.and adjusted in July 2002.
 AC5405
 AC5405.This Tidal Bench Mark is designated as VM 8869
 AC5405.by the Center for Operational Oceanographic Products and Services.
 AC5405
 AC5405.The geoid height was determined by GEOID03.
 AC5405
 AC5405.The dynamic height is computed by dividing the NAVD 88
 AC5405.geopotential number by the normal gravity value computed on the
 AC5405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5405.degrees latitude (g = 980.6199 gals.).
 AC5405
 AC5405.The modeled gravity was interpolated from observed gravity values.
 AC5405
 AC5405;                    North         East    Units  Estimated Accuracy
 AC5405;SPC OR N     -   287,280.    2,233,720.      MT  (+/- 180 meters Scaled)
 AC5405
 AC5405                          SUPERSEDED SURVEY CONTROL
 AC5405
 AC5405.No superseded survey control is available for this station.
 AC5405
 AC5405_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS266167(NAD 83)
 AC5405_MARKER: DB = BENCH MARK DISK
 AC5405_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AC5405_STAMPING: 9011A 1982
 AC5405_MARK LOGO: NOS   
 AC5405_PROJECTION: FLUSH
 AC5405_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5405_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC5405_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5405+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2006
 AC5405_ROD/PIPE-DEPTH: 11   meters
 AC5405
 AC5405  HISTORY     - Date     Condition        Report By
 AC5405  HISTORY     - 1982     MONUMENTED       NOS
 AC5405  HISTORY     - 19960801 GOOD             NGS
 AC5405  HISTORY     - 20060603 GOOD             USPSQD
 AC5405
 AC5405                          STATION DESCRIPTION
 AC5405
 AC5405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (JGF)
 AC5405'THE STATION IS LOCATED AT THE MARINA IN HAMMOND, 0.2 MILE (0.3 KM)
 AC5405'EAST OF THE MARINA OFFICE AND AT THE JUNCTION OF IREDALE STREET AND A
 AC5405'SAND ROAD LEADING TO THE RIVER.  IT IS 37.6 FEET (11.5 M) EAST OF THE
 AC5405'EAST OF THE CLOSEST END OF PAVEMENT OF IREDALE STREET 4.1 FEET (1.2 M)
 AC5405'NORTH OF THE NORTH SHOULDER OF THE SAND ROAD AND 2 FEET (0.6 M)
 AC5405'SOUTH-SOUTHWEST OF A WITNESS POST.
 AC5405
 AC5405                          STATION RECOVERY (2006)
 AC5405
 AC5405'RECOVERY NOTE BY US POWER SQUADRON 2006 (DMJ)
 AC5405'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AC5403 ***********************************************************************
 AC5403  TIDAL BM    -  This is a Tidal Bench Mark.
 AC5403  DESIGNATION -  943 9011 B TIDAL
 AC5403  PID         -  AC5403
 AC5403  STATE/COUNTY-  OR/CLATSOP
 AC5403  USGS QUAD   -  WARRENTON (1996)
 AC5403
 AC5403                         *CURRENT SURVEY CONTROL
 AC5403  ___________________________________________________________________
 AC5403* NAD 83(1986)-  46 11 59.     (N)    123 56 52.     (W)     SCALED    
 AC5403* NAVD 88     -         3.752  (meters)      12.31   (feet)  ADJUSTED  
 AC5403  ___________________________________________________________________
 AC5403  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 AC5403  DYNAMIC HT  -           3.753 (meters)      12.31  (feet)  COMP
 AC5403  MODELED GRAV-     980,713.4   (mgal)                       NAVD 88
 AC5403
 AC5403  VERT ORDER  -  FIRST     CLASS II
 AC5403
 AC5403.The horizontal coordinates were scaled from a topographic map and have
 AC5403.an estimated accuracy of +/- 6 seconds.
 AC5403
 AC5403.The orthometric height was determined by differential leveling
 AC5403.and adjusted in July 2002.
 AC5403
 AC5403.This Tidal Bench Mark is designated as VM 8870
 AC5403.by the Center for Operational Oceanographic Products and Services.
 AC5403
 AC5403.The geoid height was determined by GEOID03.
 AC5403
 AC5403.The dynamic height is computed by dividing the NAVD 88
 AC5403.geopotential number by the normal gravity value computed on the
 AC5403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5403.degrees latitude (g = 980.6199 gals.).
 AC5403
 AC5403.The modeled gravity was interpolated from observed gravity values.
 AC5403
 AC5403;                    North         East    Units  Estimated Accuracy
 AC5403;SPC OR N     -   287,170.    2,233,950.      MT  (+/- 180 meters Scaled)
 AC5403
 AC5403                          SUPERSEDED SURVEY CONTROL
 AC5403
 AC5403.No superseded survey control is available for this station.
 AC5403
 AC5403_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS268166(NAD 83)
 AC5403_MARKER: DB = BENCH MARK DISK
 AC5403_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AC5403_SP_SET: RETAINING WALL
 AC5403_STAMPING: 9011B 1982
 AC5403_MARK LOGO: NOS   
 AC5403_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5403_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC5403_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5403+SATELLITE: SATELLITE OBSERVATIONS - August 01, 1996
 AC5403
 AC5403  HISTORY     - Date     Condition        Report By
 AC5403  HISTORY     - 1982     MONUMENTED       NOS
 AC5403  HISTORY     - 19960801 GOOD             NGS
 AC5403
 AC5403                          STATION DESCRIPTION
 AC5403
 AC5403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (JGF)
 AC5403'THE STATION IS LOCATED AT THE NMFS OFFICE IN HAMMOND.  IT IS 78 FEET
 AC5403'(23.8 M) NORTHEAST OF THE NORTHEAST EDGE OF THE PARKING LOT, 2 FEET
 AC5403'(0.6 M) NORTHWEST OF THE NORTH EDGE OF WOODEN WALKWAY, 2 FEET (0.6 M)
 AC5403'LOWER THAN THE GROUND LEVEL IN THE 1.5 FOOT (0.5 M) WIDE RETAINING
 AC5403'WALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AC5404 ***********************************************************************
 AC5404  TIDAL BM    -  This is a Tidal Bench Mark.
 AC5404  DESIGNATION -  943 9011 E TIDAL
 AC5404  PID         -  AC5404
 AC5404  STATE/COUNTY-  OR/CLATSOP
 AC5404  USGS QUAD   -  WARRENTON (1996)
 AC5404
 AC5404                         *CURRENT SURVEY CONTROL
 AC5404  ___________________________________________________________________
 AC5404* NAD 83(1986)-  46 11 58.     (N)    123 56 53.     (W)     SCALED    
 AC5404* NAVD 88     -         5.706  (meters)      18.72   (feet)  ADJUSTED  
 AC5404  ___________________________________________________________________
 AC5404  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 AC5404  DYNAMIC HT  -           5.706 (meters)      18.72  (feet)  COMP
 AC5404  MODELED GRAV-     980,713.4   (mgal)                       NAVD 88
 AC5404
 AC5404  VERT ORDER  -  FIRST     CLASS II
 AC5404
 AC5404.The horizontal coordinates were scaled from a topographic map and have
 AC5404.an estimated accuracy of +/- 6 seconds.
 AC5404
 AC5404.The orthometric height was determined by differential leveling
 AC5404.and adjusted in July 2002.
 AC5404
 AC5404.This Tidal Bench Mark is designated as VM 8873
 AC5404.by the Center for Operational Oceanographic Products and Services.
 AC5404
 AC5404.The geoid height was determined by GEOID03.
 AC5404
 AC5404.The dynamic height is computed by dividing the NAVD 88
 AC5404.geopotential number by the normal gravity value computed on the
 AC5404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5404.degrees latitude (g = 980.6199 gals.).
 AC5404
 AC5404.The modeled gravity was interpolated from observed gravity values.
 AC5404
 AC5404;                    North         East    Units  Estimated Accuracy
 AC5404;SPC OR N     -   287,140.    2,233,930.      MT  (+/- 180 meters Scaled)
 AC5404
 AC5404                          SUPERSEDED SURVEY CONTROL
 AC5404
 AC5404.No superseded survey control is available for this station.
 AC5404
 AC5404_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS268166(NAD 83)
 AC5404_MARKER: DB = BENCH MARK DISK
 AC5404_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AC5404_SP_SET: STEPS
 AC5404_STAMPING: 9011 E 1988
 AC5404_MARK LOGO: NOS   
 AC5404_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5404_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC5404_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5404+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2006
 AC5404
 AC5404  HISTORY     - Date     Condition        Report By
 AC5404  HISTORY     - 1988     MONUMENTED       NOS
 AC5404  HISTORY     - 19960801 GOOD             NGS
 AC5404  HISTORY     - 20060603 GOOD             USPSQD
 AC5404
 AC5404                          STATION DESCRIPTION
 AC5404
 AC5404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (JGF)
 AC5404'THE STATION IS LOCATED AT THE NMFS OFFICE IN HAMMOND.  IT IS LOCATED
 AC5404'ON THE NORTH SIDE ENTRANCE OF THE BUILDING AND IS SET ON THE WEST SIDE
 AC5404'OF THE 4TH STEP, 0.8 FEET (24.4 CM) EAST FROM THE WEST EDGE AND 0.3
 AC5404'FEET (9.1 CM) NORTH OF THE NORTH EDGE OF THE PORCH.  IT IS 2.9 FEET
 AC5404'(0.9 M) ABOVE GROUND LEVEL.
 AC5404
 AC5404                          STATION RECOVERY (2006)
 AC5404
 AC5404'RECOVERY NOTE BY US POWER SQUADRON 2006 (DMJ)
 AC5404'BOTH THE STEP AND THE MARK HAVE RECENTLY BEEN PAINTED OVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AC5402 ***********************************************************************
 AC5402  TIDAL BM    -  This is a Tidal Bench Mark.
 AC5402  DESIGNATION -  943 9011 J TIDAL
 AC5402  PID         -  AC5402
 AC5402  STATE/COUNTY-  OR/CLATSOP
 AC5402  USGS QUAD   -  WARRENTON (1996)
 AC5402
 AC5402                         *CURRENT SURVEY CONTROL
 AC5402  ___________________________________________________________________
 AC5402* NAD 83(1986)-  46 11 55.     (N)    123 56 49.     (W)     SCALED    
 AC5402* NAVD 88     -         4.160  (meters)      13.65   (feet)  ADJUSTED  
 AC5402  ___________________________________________________________________
 AC5402  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 AC5402  DYNAMIC HT  -           4.160 (meters)      13.65  (feet)  COMP
 AC5402  MODELED GRAV-     980,713.4   (mgal)                       NAVD 88
 AC5402
 AC5402  VERT ORDER  -  FIRST     CLASS II
 AC5402
 AC5402.The horizontal coordinates were scaled from a topographic map and have
 AC5402.an estimated accuracy of +/- 6 seconds.
 AC5402
 AC5402.The orthometric height was determined by differential leveling
 AC5402.and adjusted in July 2002.
 AC5402
 AC5402.This Tidal Bench Mark is designated as VM 16953
 AC5402.by the Center for Operational Oceanographic Products and Services.
 AC5402
 AC5402.The geoid height was determined by GEOID03.
 AC5402
 AC5402.The dynamic height is computed by dividing the NAVD 88
 AC5402.geopotential number by the normal gravity value computed on the
 AC5402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5402.degrees latitude (g = 980.6199 gals.).
 AC5402
 AC5402.The modeled gravity was interpolated from observed gravity values.
 AC5402
 AC5402;                    North         East    Units  Estimated Accuracy
 AC5402;SPC OR N     -   287,050.    2,234,010.      MT  (+/- 180 meters Scaled)
 AC5402
 AC5402                          SUPERSEDED SURVEY CONTROL
 AC5402
 AC5402.No superseded survey control is available for this station.
 AC5402
 AC5402_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS269165(NAD 83)
 AC5402_MARKER: DB = BENCH MARK DISK
 AC5402_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AC5402_STAMPING: 9011 J 1993
 AC5402_MARK LOGO: NOS   
 AC5402_PROJECTION: FLUSH
 AC5402_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5402_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC5402_ROD/PIPE-DEPTH: 19.5 meters
 AC5402
 AC5402  HISTORY     - Date     Condition        Report By
 AC5402  HISTORY     - 1993     MONUMENTED       NGS
 AC5402  HISTORY     - 19960801 GOOD             NGS
 AC5402
 AC5402                          STATION DESCRIPTION
 AC5402
 AC5402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (JGF)
 AC5402'THE STATION IS LOCATED AT THE NORTHEAST CORNER OF THE INTERSECTION OF
 AC5402'HIGHWAY 104 (FT STEVENS RD) AND THE ROAD LEADING TO NMFS OFFICE ACROSS
 AC5402'THE STREET FROM THE PHILADELPHIA CHURCH IN HAMMON, OREGON.  IT IS 44
 AC5402'FEET (13.4 M) NORTHEAST OF THE CENTERLINE OF HWY 104, 36 FEET (11.0 M)
 AC5402'EAST OF THE SIDE STREET LEADING TO NMFS, 7.4 FEET (2.3 M) SOUTHEAST OF
 AC5402'A UTILITY POLE WITH GRAY JUNCTION BOX AND 3.7 FEET (1.1 M) NORTH OF AN
 AC5402'ORANGE PLASTIC WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AC5401 ***********************************************************************
 AC5401  TIDAL BM    -  This is a Tidal Bench Mark.
 AC5401  DESIGNATION -  943 9011 K TIDAL
 AC5401  PID         -  AC5401
 AC5401  STATE/COUNTY-  OR/CLATSOP
 AC5401  USGS QUAD   -  WARRENTON (1996)
 AC5401
 AC5401                         *CURRENT SURVEY CONTROL
 AC5401  ___________________________________________________________________
 AC5401* NAD 83(1986)-  46 11 49.     (N)    123 56 38.     (W)     SCALED    
 AC5401* NAVD 88     -         3.704  (meters)      12.15   (feet)  ADJUSTED  
 AC5401  ___________________________________________________________________
 AC5401  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 AC5401  DYNAMIC HT  -           3.705 (meters)      12.16  (feet)  COMP
 AC5401  MODELED GRAV-     980,713.4   (mgal)                       NAVD 88
 AC5401
 AC5401  VERT ORDER  -  FIRST     CLASS II
 AC5401
 AC5401.The horizontal coordinates were scaled from a topographic map and have
 AC5401.an estimated accuracy of +/- 6 seconds.
 AC5401
 AC5401.The orthometric height was determined by differential leveling
 AC5401.and adjusted in July 2002.
 AC5401
 AC5401.This Tidal Bench Mark is designated as VM 16954
 AC5401.by the Center for Operational Oceanographic Products and Services.
 AC5401
 AC5401.The geoid height was determined by GEOID03.
 AC5401
 AC5401.The dynamic height is computed by dividing the NAVD 88
 AC5401.geopotential number by the normal gravity value computed on the
 AC5401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5401.degrees latitude (g = 980.6199 gals.).
 AC5401
 AC5401.The modeled gravity was interpolated from observed gravity values.
 AC5401
 AC5401;                    North         East    Units  Estimated Accuracy
 AC5401;SPC OR N     -   286,850.    2,234,240.      MT  (+/- 180 meters Scaled)
 AC5401
 AC5401                          SUPERSEDED SURVEY CONTROL
 AC5401
 AC5401.No superseded survey control is available for this station.
 AC5401
 AC5401_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS271163(NAD 83)
 AC5401_MARKER: DB = BENCH MARK DISK
 AC5401_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AC5401_STAMPING: 9011 K 1993
 AC5401_MARK LOGO: NOS   
 AC5401_PROJECTION: FLUSH
 AC5401_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5401_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC5401_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5401+SATELLITE: SATELLITE OBSERVATIONS - August 01, 1996
 AC5401_ROD/PIPE-DEPTH: 15.8 meters
 AC5401
 AC5401  HISTORY     - Date     Condition        Report By
 AC5401  HISTORY     - 1993     MONUMENTED       NGS
 AC5401  HISTORY     - 19960801 GOOD             NGS
 AC5401
 AC5401                          STATION DESCRIPTION
 AC5401
 AC5401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (JGF)
 AC5401'IT IS LOCATED AT THE NORTHWEST CORNER OF THE INTERSECTION OF OF
 AC5401'HIGHWAY 104 (FT STEVENS ROAD) AND GRAY STREET, IN HAMMOND, 33 FEET
 AC5401'(10.1 M) NORTHEAST OF THE CENTERLINE OF HIGHWAY 104, 15 FEET (4.6 M)
 AC5401'NORTHWEST OF THE CENTERLINE OF GRAY STREET, 10.5 FEET (3.2 M) NORTH OF
 AC5401'A SEWER MANHOLE COVER, 10.5 FEET (3.2 M) EAST OF A YELLOW FIRE
 AC5401'HYDRANT, 1.7 FEET (0.5 M) NORTHWEST OF A STOP SIGN AND 1 FOOT (0.3 M)
 AC5401'NORTHEAST OF AN ORANGE PLASTIC WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC0546 ***********************************************************************
 SC0546  DESIGNATION -  943 9016 TIDAL 1
 SC0546  PID         -  SC0546
 SC0546  STATE/COUNTY-  OR/CLATSOP
 SC0546  USGS QUAD   -  OLNEY (1981)
 SC0546
 SC0546                         *CURRENT SURVEY CONTROL
 SC0546  ___________________________________________________________________
 SC0546* NAD 83(1986)-  46 06 14.     (N)    123 51 10.     (W)     SCALED    
 SC0546* NAVD 88     -         3.341  (meters)      10.96   (feet)  ADJUSTED  
 SC0546  ___________________________________________________________________
 SC0546  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 SC0546  DYNAMIC HT  -           3.341 (meters)      10.96  (feet)  COMP
 SC0546  MODELED GRAV-     980,709.9   (mgal)                       NAVD 88
 SC0546
 SC0546  VERT ORDER  -  FIRST     CLASS II
 SC0546
 SC0546.The horizontal coordinates were scaled from a topographic map and have
 SC0546.an estimated accuracy of +/- 6 seconds.
 SC0546
 SC0546.The orthometric height was determined by differential leveling
 SC0546.and adjusted in June 1991.
 SC0546
 SC0546.The geoid height was determined by GEOID03.
 SC0546
 SC0546.The dynamic height is computed by dividing the NAVD 88
 SC0546.geopotential number by the normal gravity value computed on the
 SC0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0546.degrees latitude (g = 980.6199 gals.).
 SC0546
 SC0546.The modeled gravity was interpolated from observed gravity values.
 SC0546
 SC0546;                    North         East    Units  Estimated Accuracy
 SC0546;SPC OR N     -   276,220.    2,240,840.      MT  (+/- 180 meters Scaled)
 SC0546
 SC0546                          SUPERSEDED SURVEY CONTROL
 SC0546
 SC0546  NGVD 29 (??/??/92)    2.248  (m)            7.38   (f) ADJ UNCH    1 2
 SC0546
 SC0546.Superseded values are not recommended for survey control.
 SC0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0546.See file dsdata.txt to determine how the superseded data were derived.
 SC0546
 SC0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS340059(NAD 83)
 SC0546_MARKER: DB = BENCH MARK DISK
 SC0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SC0546_STAMPING: 1 1935
 SC0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0546+STABILITY: SURFACE MOTION
 SC0546
 SC0546  HISTORY     - Date     Condition        Report By
 SC0546  HISTORY     - 1935     MONUMENTED       CGS
 SC0546  HISTORY     - 1965     MARK NOT FOUND   NGS
 SC0546  HISTORY     - 1987     MARK NOT FOUND   NGS
 SC0546
 SC0546                          STATION DESCRIPTION
 SC0546
 SC0546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 SC0546'8.5 MI SE FROM ASTORIA.
 SC0546'SEARCHED FOR BUT NOT RECOVERED.  THE ROAD HAS BEEN IMPROVED AT THIS
 SC0546'INTERSECTION AND THE MARK MAY HAVE BEEN DESTROYED.  IT WAS TO HAVE
 SC0546'BEEN 3.9 MILES SOUTH ALONG LEWIS AND CLARK ROAD FROM MILES CROSSING,
 SC0546'CLATSOP COUNTY, AT THE INTERSECTION OF LOGAN ROAD, 40 FEET NORTH OF
 SC0546'THE INTERSECTION, 20 FEET NORTHEAST OF THE CENTER LINE OF LEWIS AND
 SC0546'CLARK ROAD, AT THE SOUTHWEST END OF THE G. F. PETERSEN PROPERTY, 1
 SC0546'FOOT NORTHEAST OF THE FENCE AND NEAR A POLE.  A STANDARD DISK, STAMPED
 SC0546'1 1935 AND SET IN THE TOP OF A CONCRETE POST.
 SC0546
 SC0546                          STATION RECOVERY (1987)
 SC0546
 SC0546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SC0546'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC0566 ***********************************************************************
 SC0566  DESIGNATION -  943 9016 TIDAL 2
 SC0566  PID         -  SC0566
 SC0566  STATE/COUNTY-  OR/CLATSOP
 SC0566  USGS QUAD   -  WARRENTON (1996)
 SC0566
 SC0566                         *CURRENT SURVEY CONTROL
 SC0566  ___________________________________________________________________
 SC0566* NAD 83(1986)-  46 09 53.     (N)    123 55 24.     (W)     SCALED    
 SC0566* NAVD 88     -         3.528  (meters)      11.57   (feet)  ADJUSTED  
 SC0566  ___________________________________________________________________
 SC0566  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 SC0566  DYNAMIC HT  -           3.528 (meters)      11.57  (feet)  COMP
 SC0566  MODELED GRAV-     980,710.6   (mgal)                       NAVD 88
 SC0566
 SC0566  VERT ORDER  -  FIRST     CLASS II
 SC0566
 SC0566.The horizontal coordinates were scaled from a topographic map and have
 SC0566.an estimated accuracy of +/- 6 seconds.
 SC0566
 SC0566.The orthometric height was determined by differential leveling
 SC0566.and adjusted in July 2002.
 SC0566
 SC0566.The geoid height was determined by GEOID03.
 SC0566
 SC0566.The dynamic height is computed by dividing the NAVD 88
 SC0566.geopotential number by the normal gravity value computed on the
 SC0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0566.degrees latitude (g = 980.6199 gals.).
 SC0566
 SC0566.The modeled gravity was interpolated from observed gravity values.
 SC0566
 SC0566;                    North         East    Units  Estimated Accuracy
 SC0566;SPC OR N     -   283,210.    2,235,670.      MT  (+/- 180 meters Scaled)
 SC0566
 SC0566                          SUPERSEDED SURVEY CONTROL
 SC0566
 SC0566  NAVD 88 (06/15/91)    3.607  (m)           11.83   (f) UNKNOWN     1 2
 SC0566  NGVD 29 (??/??/92)    2.508  (m)            8.23   (f) ADJ UNCH    1 2
 SC0566
 SC0566.Superseded values are not recommended for survey control.
 SC0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0566.See file dsdata.txt to determine how the superseded data were derived.
 SC0566
 SC0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS287127(NAD 83)
 SC0566_MARKER: DJ = TIDAL STATION DISK
 SC0566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0566_SP_SET: CONCRETE POST
 SC0566_STAMPING: 2 1935
 SC0566_MARK LOGO: CGS   
 SC0566_PROJECTION: PROJECTING 2 CENTIMETERS
 SC0566_MAGNETIC: N = NO MAGNETIC MATERIAL
 SC0566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0566+STABILITY: SURFACE MOTION
 SC0566_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC0566+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2007
 SC0566
 SC0566  HISTORY     - Date     Condition        Report By
 SC0566  HISTORY     - 1935     MONUMENTED       CGS
 SC0566  HISTORY     - 1965     GOOD             NGS
 SC0566  HISTORY     - 1987     GOOD             NGS
 SC0566  HISTORY     - 19960710 GOOD             NGS
 SC0566  HISTORY     - 20040830 MARK NOT FOUND   USPSQD
 SC0566  HISTORY     - 20070324 GOOD             COAST
 SC0566
 SC0566                          STATION DESCRIPTION
 SC0566
 SC0566'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 SC0566'IN WARRENTON.
 SC0566'IN THE NORTHEAST PART OF WARRENTON, 0.1 MILE EAST ALONG E HARBOR FORM
 SC0566'THE WARRENTON POST OFFICE, 46 FEET NORTH OF THE CENTER OF E HARBOR, 33
 SC0566'FEET EAST OF THE CENTER OF NE BAY AVENUE, 32 FEET SOUTHEAST OF A
 SC0566'SWITCH PLATFORM ON THE RAILROAD, 12 FEET SOUTH OF THE NEAREST RAIL OF
 SC0566'THE RAILROAD AND 0.5 FOOT WEST OF A METAL WITNESS POST.  IN THE TOP OF
 SC0566'A SQUARE CONCRETE MONUMENT THAT IS FLUSH.
 SC0566
 SC0566                          STATION RECOVERY (1987)
 SC0566
 SC0566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SC0566'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  IN
 SC0566'WARRENTON, AT THE INTERSECTION OF NORTHEAST BAY AVENUE AND NORTHEAST
 SC0566'HARBOR PLACE, 17.6 M (57.7 FT) SOUTHWEST OF THE SOUTHEAST CORNER OF
 SC0566'THE WARRENTON BOAT YARD OFFICE BUILDING, 13.9 M (45.6 FT) SOUTH OF
 SC0566'THE EXTENDED CENTER OF THE AVENUE, AND 13.7 M (44.9 FT) EAST OF THE
 SC0566'EXTENDED CENTER OF NORTHEAST HARBOR PLACE.  NOTE--NOT LEVELED TO THIS
 SC0566'SURVEY.
 SC0566'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 SC0566'THE MARK IS ABOVE LEVEL WITH THE AVENUE.
 SC0566
 SC0566                          STATION RECOVERY (1996)
 SC0566
 SC0566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (JGF)
 SC0566'RECOVERED AS DESCRIBED.  A NEW BRIDGE HAS BEEN BUILT OVER THE SKIPANON
 SC0566'SLOUGH AND NOW THE MARK IS JUST NORTH OF THE ROCK CRIBING THAT FORMS
 SC0566'THE WEST END OF THE BRIDGE.
 SC0566
 SC0566                          STATION RECOVERY (2004)
 SC0566
 SC0566'RECOVERY NOTE BY US POWER SQUADRON 2004 (SO)
 SC0566'MARK NOT FOUND.
 SC0566
 SC0566                          STATION RECOVERY (2007)
 SC0566
 SC0566'RECOVERY NOTE BY COAST SURVEYING INCORPORATED 2007 (CC)
 SC0566'MARK IS 5.2 FEET NORTH OF GABION WALL AND 8 INCHES BELOW GROUND
 SC0566'SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC0569 ***********************************************************************
 SC0569  DESIGNATION -  943 9016 TIDAL 3
 SC0569  PID         -  SC0569
 SC0569  STATE/COUNTY-  OR/CLATSOP
 SC0569  USGS QUAD   -  WARRENTON (1996)
 SC0569
 SC0569                         *CURRENT SURVEY CONTROL
 SC0569  ___________________________________________________________________
 SC0569* NAD 83(1986)-  46 09 52.     (N)    123 55 27.     (W)     SCALED    
 SC0569* NAVD 88     -         2.640  (meters)       8.66   (feet)  ADJUSTED  
 SC0569  ___________________________________________________________________
 SC0569  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 SC0569  DYNAMIC HT  -           2.640 (meters)       8.66  (feet)  COMP
 SC0569  MODELED GRAV-     980,710.4   (mgal)                       NAVD 88
 SC0569
 SC0569  VERT ORDER  -  SECOND    CLASS 0
 SC0569
 SC0569.The horizontal coordinates were scaled from a topographic map and have
 SC0569.an estimated accuracy of +/- 6 seconds.
 SC0569
 SC0569.The orthometric height was determined by differential leveling
 SC0569.and adjusted in June 1991.
 SC0569
 SC0569.The geoid height was determined by GEOID03.
 SC0569
 SC0569.The dynamic height is computed by dividing the NAVD 88
 SC0569.geopotential number by the normal gravity value computed on the
 SC0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0569.degrees latitude (g = 980.6199 gals.).
 SC0569
 SC0569.The modeled gravity was interpolated from observed gravity values.
 SC0569
 SC0569;                    North         East    Units  Estimated Accuracy
 SC0569;SPC OR N     -   283,180.    2,235,610.      MT  (+/- 180 meters Scaled)
 SC0569
 SC0569                          SUPERSEDED SURVEY CONTROL
 SC0569
 SC0569  NGVD 29 (??/??/92)    1.53   (m)            5.0    (f) COMPUTED    2 0
 SC0569
 SC0569.Superseded values are not recommended for survey control.
 SC0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0569.See file dsdata.txt to determine how the superseded data were derived.
 SC0569
 SC0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS286127(NAD 83)
 SC0569_MARKER: DJ = TIDAL STATION DISK
 SC0569_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 SC0569+WITH SETTING: PAVEMENT
 SC0569_SP_SET: CONCRETE LANDING
 SC0569_STAMPING: 3 1945
 SC0569_MARK LOGO: CGS   
 SC0569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0569+STABILITY: SURFACE MOTION
 SC0569_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC0569+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2006
 SC0569
 SC0569  HISTORY     - Date     Condition        Report By
 SC0569  HISTORY     - 1945     MONUMENTED       CGS
 SC0569  HISTORY     - 1965     GOOD             NGS
 SC0569  HISTORY     - 1981     MARK NOT FOUND   USGS
 SC0569  HISTORY     - 1987     GOOD             NGS
 SC0569  HISTORY     - 20020914 GOOD             USPSQD
 SC0569  HISTORY     - 20060204 GOOD             USPSQD
 SC0569
 SC0569                          STATION DESCRIPTION
 SC0569
 SC0569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 SC0569'IN WARRENTON.
 SC0569'300 FEET SOUTHEAST OF THE WARRENTON POST OFFICE, 30 FEET SOUTH OF THE
 SC0569'CENTER OF SE FIRST STREET AND 30 FEET EAST OF THE CENTER OF SOUTH MAIN
 SC0569'STREET IN THE TOP OF THE CONCRETE STEP AT THE ENTRANCE TO SHIRLEYS
 SC0569'HAIR FASHIONS.
 SC0569
 SC0569                          STATION RECOVERY (1981)
 SC0569
 SC0569'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 SC0569'MARK NOT FOUND.
 SC0569
 SC0569                          STATION RECOVERY (1987)
 SC0569
 SC0569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SC0569'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  IN
 SC0569'WARRENTON, AT 100 SOUTH MAIN AVENUE, NEAR THE NORTHWEST CORNER OF THE
 SC0569'CONCRETE LANDING OF THE NORTHWEST ENTRANCE TO THE COAST TO COAST
 SC0569'STORE, 2.2 M (7.2 FT) NORTHWEST OF THE CENTER OF THE ENTRANCE, 0.3 M
 SC0569'(1.0 FT) SOUTH OF THE NORTH EDGE OF THE LANDING, AND 0.3 M (1.0 FT)
 SC0569'EAST OF THE WEST EDGE OF THE LANDING.  NOTE--NOT LEVELED TO THIS
 SC0569'SURVEY.
 SC0569'THE MARK IS 0.3 M ABOVE THE AVENUE.
 SC0569
 SC0569                          STATION RECOVERY (2002)
 SC0569
 SC0569'RECOVERY NOTE BY US POWER SQUADRON 2002 (RCC)
 SC0569'THE BUSINESS IS NO LONGER A COAST TO COAST HARDWARE, BUT A THRIFT
 SC0569'SHOP.
 SC0569
 SC0569                          STATION RECOVERY (2006)
 SC0569
 SC0569'RECOVERY NOTE BY US POWER SQUADRON 2006 (DMJ)
 SC0569'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1042 ***********************************************************************
 SC1042  DESIGNATION -  943 9023 TIDAL 3
 SC1042  PID         -  SC1042
 SC1042  STATE/COUNTY-  OR/CLATSOP
 SC1042  USGS QUAD   -  ASTORIA (1984)
 SC1042
 SC1042                         *CURRENT SURVEY CONTROL
 SC1042  ___________________________________________________________________
 SC1042* NAD 83(1986)-  46 11 13.     (N)    123 51 25.     (W)     SCALED    
 SC1042* NAVD 88     -         5.821  (meters)      19.10   (feet)  ADJUSTED  
 SC1042  ___________________________________________________________________
 SC1042  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 SC1042  DYNAMIC HT  -           5.821 (meters)      19.10  (feet)  COMP
 SC1042  MODELED GRAV-     980,714.9   (mgal)                       NAVD 88
 SC1042
 SC1042  VERT ORDER  -  FIRST     CLASS II
 SC1042
 SC1042.The horizontal coordinates were scaled from a topographic map and have
 SC1042.an estimated accuracy of +/- 6 seconds.
 SC1042
 SC1042.The orthometric height was determined by differential leveling
 SC1042.and adjusted in June 1991.
 SC1042
 SC1042.The geoid height was determined by GEOID03.
 SC1042
 SC1042.The dynamic height is computed by dividing the NAVD 88
 SC1042.geopotential number by the normal gravity value computed on the
 SC1042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC1042.degrees latitude (g = 980.6199 gals.).
 SC1042
 SC1042.The modeled gravity was interpolated from observed gravity values.
 SC1042
 SC1042;                    North         East    Units  Estimated Accuracy
 SC1042;SPC OR N     -   285,460.    2,240,900.      MT  (+/- 180 meters Scaled)
 SC1042
 SC1042                          SUPERSEDED SURVEY CONTROL
 SC1042
 SC1042.No superseded survey control is available for this station.
 SC1042
 SC1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS338151(NAD 83)
 SC1042_MARKER: DJ = TIDAL STATION DISK
 SC1042_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 SC1042_SP_SET: CONCRETE WALL
 SC1042_STAMPING: 3 1946
 SC1042_MARK LOGO: CGS   
 SC1042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC1042+STABILITY: SURFACE MOTION
 SC1042_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SC1042+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2006
 SC1042
 SC1042  HISTORY     - Date     Condition        Report By
 SC1042  HISTORY     - 1946     MONUMENTED       CGS
 SC1042  HISTORY     - 1987     GOOD             NGS
 SC1042  HISTORY     - 20030111 GOOD             USPSQD
 SC1042  HISTORY     - 20060603 GOOD             USPSQD
 SC1042
 SC1042                          STATION DESCRIPTION
 SC1042
 SC1042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SC1042'IN ASTORIA.
 SC1042'IN ASTORIA, AT THE INTERSECTION OF PORTWAY STREET AND THE BURLINGTON
 SC1042'NORTHERN RAILROAD, SET VERTICALLY IN THE SOUTHEAST FACE OF THE EAST
 SC1042'CORNER OF A CONCRETE WALL AROUND THE PORT OF ASTORIA MAINTENANCE
 SC1042'YARD, 33.9 M (111.2 FT) SOUTHWEST OF THE CENTER OF THE STREET, 4.9 M
 SC1042'(16.1 FT) NORTHWEST OF THE NEAR RAIL OF THE TRACKS, AND 0.2 M (0.7
 SC1042'FT) SOUTHWEST OF THE EAST CORNER OF THE WALL.
 SC1042'THE MARK IS 0.7 M ABOVE THE GROUND.
 SC1042
 SC1042                          STATION RECOVERY (2003)
 SC1042
 SC1042'RECOVERY NOTE BY US POWER SQUADRON 2003 (DMJ)
 SC1042'ALTHOUGH THE DESCRIPTION READS TIDAL 3, THE DISK IS STAMPED TIDAL 5.
 SC1042'THE STATION IS LOCATED ON A VERTICAL WALL FACING EAST.
 SC1042
 SC1042                          STATION RECOVERY (2006)
 SC1042
 SC1042'RECOVERY NOTE BY US POWER SQUADRON 2006 (DMJ)
 SC1042'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1043 ***********************************************************************
 SC1043  DESIGNATION -  943 9023 TIDAL 4
 SC1043  PID         -  SC1043
 SC1043  STATE/COUNTY-  OR/CLATSOP
 SC1043  USGS QUAD   -  ASTORIA (1984)
 SC1043
 SC1043                         *CURRENT SURVEY CONTROL
 SC1043  ___________________________________________________________________
 SC1043* NAD 83(1986)-  46 11 11.     (N)    123 51 22.     (W)     SCALED    
 SC1043* NAVD 88     -         6.386  (meters)      20.95   (feet)  ADJUSTED  
 SC1043  ___________________________________________________________________
 SC1043  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 SC1043  DYNAMIC HT  -           6.386 (meters)      20.95  (feet)  COMP
 SC1043  MODELED GRAV-     980,714.8   (mgal)                       NAVD 88
 SC1043
 SC1043  VERT ORDER  -  FIRST     CLASS II
 SC1043
 SC1043.The horizontal coordinates were scaled from a topographic map and have
 SC1043.an estimated accuracy of +/- 6 seconds.
 SC1043
 SC1043.The orthometric height was determined by differential leveling
 SC1043.and adjusted in June 1991.
 SC1043
 SC1043.The geoid height was determined by GEOID03.
 SC1043
 SC1043.The dynamic height is computed by dividing the NAVD 88
 SC1043.geopotential number by the normal gravity value computed on the
 SC1043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC1043.degrees latitude (g = 980.6199 gals.).
 SC1043
 SC1043.The modeled gravity was interpolated from observed gravity values.
 SC1043
 SC1043;                    North         East    Units  Estimated Accuracy
 SC1043;SPC OR N     -   285,390.    2,240,960.      MT  (+/- 180 meters Scaled)
 SC1043
 SC1043                          SUPERSEDED SURVEY CONTROL
 SC1043
 SC1043.No superseded survey control is available for this station.
 SC1043
 SC1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS339151(NAD 83)
 SC1043_MARKER: DJ = TIDAL STATION DISK
 SC1043_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 SC1043_SP_SET: RETAINING WALL
 SC1043_STAMPING: 4 1946
 SC1043_MARK LOGO: CGS   
 SC1043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC1043+STABILITY: SURFACE MOTION
 SC1043_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SC1043+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2006
 SC1043
 SC1043  HISTORY     - Date     Condition        Report By
 SC1043  HISTORY     - 1946     MONUMENTED       CGS
 SC1043  HISTORY     - 1987     GOOD             NGS
 SC1043  HISTORY     - 20030111 GOOD             USPSQD
 SC1043  HISTORY     - 20060603 GOOD             USPSQD
 SC1043
 SC1043                          STATION DESCRIPTION
 SC1043
 SC1043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SC1043'IN ASTORIA.
 SC1043'IN ASTORIA, AT 65 PORTWAY STREET, IN THE CONCRETE SIDEWALK RETAINING
 SC1043'WALL OF THE PORTWAY MACHINE BUILDING, 12.7 M (41.7 FT) NORTHWEST OF
 SC1043'THE CENTER OF THE BUILDING ENTRANCE, 5.9 M (19.4 FT) SOUTHEAST OF THE
 SC1043'NORTHEAST CORNER OF THE BUILDING, AND 0.4 M (1.3 FT) NORTHEAST OF THE
 SC1043'NORTHEAST FACE OF THE BUILDING.
 SC1043'THE MARK IS ABOVE LEVEL WITH THE ENTRANCE.
 SC1043
 SC1043                          STATION RECOVERY (2003)
 SC1043
 SC1043'RECOVERY NOTE BY US POWER SQUADRON 2003 (DMJ)
 SC1043'RECOVERED IN GOOD CONDITION.
 SC1043
 SC1043                          STATION RECOVERY (2006)
 SC1043
 SC1043'RECOVERY NOTE BY US POWER SQUADRON 2006 (DMJ)
 SC1043'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1025 ***********************************************************************
 SC1025  TIDAL BM    -  This is a Tidal Bench Mark.
 SC1025  DESIGNATION -  943 9026 B TIDAL
 SC1025  PID         -  SC1025
 SC1025  STATE/COUNTY-  OR/CLATSOP
 SC1025  USGS QUAD   -  ASTORIA (1984)
 SC1025
 SC1025                         *CURRENT SURVEY CONTROL
 SC1025  ___________________________________________________________________
 SC1025* NAD 83(1986)-  46 10 22.     (N)    123 50 39.     (W)     SCALED    
 SC1025* NAVD 88     -         4.407  (meters)      14.46   (feet)  ADJUSTED  
 SC1025  ___________________________________________________________________
 SC1025  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 SC1025  DYNAMIC HT  -           4.408 (meters)      14.46  (feet)  COMP
 SC1025  MODELED GRAV-     980,714.1   (mgal)                       NAVD 88
 SC1025
 SC1025  VERT ORDER  -  FIRST     CLASS II
 SC1025
 SC1025.The horizontal coordinates were scaled from a topographic map and have
 SC1025.an estimated accuracy of +/- 6 seconds.
 SC1025
 SC1025.The orthometric height was determined by differential leveling
 SC1025.and adjusted in June 1991.
 SC1025
 SC1025.This Tidal Bench Mark is designated as VM 8881
 SC1025.by the Center for Operational Oceanographic Products and Services.
 SC1025
 SC1025.The geoid height was determined by GEOID03.
 SC1025
 SC1025.The dynamic height is computed by dividing the NAVD 88
 SC1025.geopotential number by the normal gravity value computed on the
 SC1025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC1025.degrees latitude (g = 980.6199 gals.).
 SC1025
 SC1025.The modeled gravity was interpolated from observed gravity values.
 SC1025
 SC1025;                    North         East    Units  Estimated Accuracy
 SC1025;SPC OR N     -   283,840.    2,241,820.      MT  (+/- 180 meters Scaled)
 SC1025
 SC1025                          SUPERSEDED SURVEY CONTROL
 SC1025
 SC1025.No superseded survey control is available for this station.
 SC1025
 SC1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS348135(NAD 83)
 SC1025_MARKER: DJ = TIDAL STATION DISK
 SC1025_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 SC1025+WITH SETTING: PAVEMENT
 SC1025_SP_SET: MANHOLE FOUNDATION
 SC1025_STAMPING: 9026 B 1981
 SC1025_MARK LOGO: NOS   
 SC1025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC1025+STABILITY: SURFACE MOTION
 SC1025
 SC1025  HISTORY     - Date     Condition        Report By
 SC1025  HISTORY     - 1981     MONUMENTED       NOS
 SC1025  HISTORY     - 1987     GOOD             NGS
 SC1025  HISTORY     - 20040626 MARK NOT FOUND   USPSQD
 SC1025
 SC1025                          STATION DESCRIPTION
 SC1025
 SC1025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SC1025'2.2 KM (1.35 MI) SOUTH FROM ASTORIA.
 SC1025'2.0 KM (1.25 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 BUSINESS FROM ITS
 SC1025'JUNCTION WITH U.S. HIGHWAY 101 IN ASTORIA, THENCE 0.1 KM (0.05 MI)
 SC1025'SOUTH ALONG AN ENTRANCE ROAD TO THE ABANDONED PACIFIC POWER AND LIGHT
 SC1025'COMPANY GENERATOR BUILDING, THENCE 0.1 KM (0.05 MI) WEST ALONG A
 SC1025'GRAVELED ROAD, IN THE SOUTHWEST CORNER OF A MANHOLE FOUNDATION INSIDE
 SC1025'THE ELECTRIC SUB-STATION, 36.1 M (118.4 FT) NORTH OF THE CENTER OF
 SC1025'THE ROAD, 30.7 M (100.7 FT) SOUTH OF TIDAL MARK 9026 C, 30.5 M (100.1
 SC1025'FT) NORTH OF THE EAST GATE POST OF THE SOUTH ENTRANCE TO THE
 SC1025'SUB-STATION, 17.6 M (57.7 FT) SOUTHWEST OF THE NORTH GATE POST OF THE
 SC1025'EAST ENTRANCE TO THE SUB-STATION, 1.9 M (6.2 FT) WEST OF THE
 SC1025'SOUTHEAST CORNER OF THE FOUNDATION, AND 0.5 M (1.6 FT) EAST OF THE
 SC1025'EAST EDGE OF THE MANHOLE.
 SC1025'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 SC1025
 SC1025                          STATION RECOVERY (2004)
 SC1025
 SC1025'RECOVERY NOTE BY US POWER SQUADRON 2004 (DMJ)
 SC1025'SUB-STATION IS NOW SURROUNDED BY 6FT METAL FENCE WITHOUT ACCESS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1024 ***********************************************************************
 SC1024  TIDAL BM    -  This is a Tidal Bench Mark.
 SC1024  DESIGNATION -  943 9026 C TIDAL
 SC1024  PID         -  SC1024
 SC1024  STATE/COUNTY-  OR/CLATSOP
 SC1024  USGS QUAD   -  ASTORIA (1984)
 SC1024
 SC1024                         *CURRENT SURVEY CONTROL
 SC1024  ___________________________________________________________________
 SC1024* NAD 83(1986)-  46 10 23.     (N)    123 50 39.     (W)     SCALED    
 SC1024* NAVD 88     -         4.837  (meters)      15.87   (feet)  ADJUSTED  
 SC1024  ___________________________________________________________________
 SC1024  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 SC1024  DYNAMIC HT  -           4.837 (meters)      15.87  (feet)  COMP
 SC1024  MODELED GRAV-     980,714.1   (mgal)                       NAVD 88
 SC1024
 SC1024  VERT ORDER  -  FIRST     CLASS II
 SC1024
 SC1024.The horizontal coordinates were scaled from a topographic map and have
 SC1024.an estimated accuracy of +/- 6 seconds.
 SC1024
 SC1024.The orthometric height was determined by differential leveling
 SC1024.and adjusted in June 1991.
 SC1024
 SC1024.This Tidal Bench Mark is designated as VM 8882
 SC1024.by the Center for Operational Oceanographic Products and Services.
 SC1024
 SC1024.The geoid height was determined by GEOID03.
 SC1024
 SC1024.The dynamic height is computed by dividing the NAVD 88
 SC1024.geopotential number by the normal gravity value computed on the
 SC1024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC1024.degrees latitude (g = 980.6199 gals.).
 SC1024
 SC1024.The modeled gravity was interpolated from observed gravity values.
 SC1024
 SC1024;                    North         East    Units  Estimated Accuracy
 SC1024;SPC OR N     -   283,880.    2,241,820.      MT  (+/- 180 meters Scaled)
 SC1024
 SC1024                          SUPERSEDED SURVEY CONTROL
 SC1024
 SC1024.No superseded survey control is available for this station.
 SC1024
 SC1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS348136(NAD 83)
 SC1024_MARKER: DJ = TIDAL STATION DISK
 SC1024_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 SC1024_SP_SET: FOOTING
 SC1024_STAMPING: 9026 C 1981
 SC1024_MARK LOGO: NOS   
 SC1024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC1024+STABILITY: SURFACE MOTION
 SC1024
 SC1024  HISTORY     - Date     Condition        Report By
 SC1024  HISTORY     - 1981     MONUMENTED       NOS
 SC1024  HISTORY     - 1987     GOOD             NGS
 SC1024  HISTORY     - 20040626 MARK NOT FOUND   USPSQD
 SC1024  HISTORY     - 20051120 MARK NOT FOUND   USPSQD
 SC1024
 SC1024                          STATION DESCRIPTION
 SC1024
 SC1024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SC1024'2.2 KM (1.35 MI) SOUTH FROM ASTORIA.
 SC1024'2.0 KM (1.25 MI) SOUTHERLY ALONG U.S HIGHWAY 101 BUSINESS FROM ITS
 SC1024'JUNCTION WITH U.S. HIGHWAY 101 IN ASTORIA, THENCE 0.1 KM (0.05 MI)
 SC1024'SOUTH ALONG AN ENTRANCE ROAD TO THE ABANDONED PACIFIC POWER AND LIGHT
 SC1024'COMPANY GENERATOR BUILDING, THENCE 0.1 KM (0.05 MI) WEST ALONG A
 SC1024'GRAVELED ROAD, IN THE CENTER OF A 3 BY 3 FOOT CONCRETE FOOTING INSIDE
 SC1024'THE ABANDONED ELECTRIC SUB-STATION, 66.8 M (219.2 FT) NORTH OF THE
 SC1024'CENTER OF THE ROAD, 30.7 M (100.7 FT) NORTH OF TIDAL MARK 9026 B,
 SC1024'23.0 M (75.5 FT) WEST OF THE NORTH GATE POST OF THE EAST ENTRANCE TO
 SC1024'THE SUB-STATION, AND 7.9 M (25.9 FT) NORTH OF THE CENTER OF THE NORTH
 SC1024'FACE OF A CONCRETE FOUNDATION FOR A TRANSFORMER.
 SC1024'THE MARK IS 0.3 M ABOVE THE ROAD.
 SC1024
 SC1024                          STATION RECOVERY (2004)
 SC1024
 SC1024'RECOVERY NOTE BY US POWER SQUADRON 2004 (DMJ)
 SC1024'NO ENTRY TO LOCATION SUBSTATION EXCEPT THROUGH 6 FT. METAL FENCE. WITH
 SC1024'BINOCULARS VIEWED 3X3 FOUNDATION WITH 4IN CIRCLE OF LIGHTER COLORED
 SC1024'CONCRETE WITH AN EXPOSED HOLE IN THE CENTER.  MARKER APPEARS TO HAVE
 SC1024'BEEN REMOVED.
 SC1024
 SC1024                          STATION RECOVERY (2005)
 SC1024
 SC1024'RECOVERY NOTE BY US POWER SQUADRON 2005 (RCC)
 SC1024'MARK HAS POSSIBLY BEEN COVERED OVER BY FILL AND GRASS PLANTING.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1026 ***********************************************************************
 SC1026  TIDAL BM    -  This is a Tidal Bench Mark.
 SC1026  DESIGNATION -  943 9026 D TIDAL
 SC1026  PID         -  SC1026
 SC1026  STATE/COUNTY-  OR/CLATSOP
 SC1026  USGS QUAD   -  ASTORIA (1984)
 SC1026
 SC1026                         *CURRENT SURVEY CONTROL
 SC1026  ___________________________________________________________________
 SC1026* NAD 83(1986)-  46 10 15.     (N)    123 50 15.     (W)     SCALED    
 SC1026* NAVD 88     -         3.771  (meters)      12.37   (feet)  ADJUSTED  
 SC1026  ___________________________________________________________________
 SC1026  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 SC1026  DYNAMIC HT  -           3.771 (meters)      12.37  (feet)  COMP
 SC1026  MODELED GRAV-     980,714.3   (mgal)                       NAVD 88
 SC1026
 SC1026  VERT ORDER  -  FIRST     CLASS II
 SC1026
 SC1026.The horizontal coordinates were scaled from a topographic map and have
 SC1026.an estimated accuracy of +/- 6 seconds.
 SC1026
 SC1026.The orthometric height was determined by differential leveling
 SC1026.and adjusted in June 1991.
 SC1026
 SC1026.This Tidal Bench Mark is designated as VM 8883
 SC1026.by the Center for Operational Oceanographic Products and Services.
 SC1026
 SC1026.The geoid height was determined by GEOID03.
 SC1026
 SC1026.The dynamic height is computed by dividing the NAVD 88
 SC1026.geopotential number by the normal gravity value computed on the
 SC1026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC1026.degrees latitude (g = 980.6199 gals.).
 SC1026
 SC1026.The modeled gravity was interpolated from observed gravity values.
 SC1026
 SC1026;                    North         East    Units  Estimated Accuracy
 SC1026;SPC OR N     -   283,610.    2,242,320.      MT  (+/- 180 meters Scaled)
 SC1026
 SC1026                          SUPERSEDED SURVEY CONTROL
 SC1026
 SC1026.No superseded survey control is available for this station.
 SC1026
 SC1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS353133(NAD 83)
 SC1026_MARKER: DJ = TIDAL STATION DISK
 SC1026_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 SC1026+WITH SETTING: PAVEMENT
 SC1026_SP_SET: BOAT RAMP
 SC1026_STAMPING: 9026 D 1981
 SC1026_MARK LOGO: NOS   
 SC1026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC1026+STABILITY: SURFACE MOTION
 SC1026_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC1026+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2005
 SC1026
 SC1026  HISTORY     - Date     Condition        Report By
 SC1026  HISTORY     - 1981     MONUMENTED       NOS
 SC1026  HISTORY     - 1987     GOOD             NGS
 SC1026  HISTORY     - 20010901 GOOD             USPSQD
 SC1026  HISTORY     - 20040626 GOOD             USPSQD
 SC1026  HISTORY     - 20050317 GOOD             USACE
 SC1026
 SC1026                          STATION DESCRIPTION
 SC1026
 SC1026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SC1026'2.6 KM (1.60 MI) SOUTH FROM ASTORIA.
 SC1026'2.4 KM (1.50 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 101 BUSINESS FROM
 SC1026'ITS JUNCTION WITH U.S. HIGHWAY 101 IN ASTORIA, THENCE 0.2 KM (0.10
 SC1026'MI) SOUTHERLY ALONG A PAVED ROAD LEADING TO THE CLATSOP COMMUNITY
 SC1026'COLLEGE MARITIME SCIENCE CENTER, IN THE NORTHWEST CORNER OF THE BOAT
 SC1026'RAMP, 78.3 M (256.9 FT) SOUTHEAST OF THE FLAG POLE, 53.9 M (176.8 FT)
 SC1026'SOUTH OF THE SOUTHEAST CORNER OF THE BUILDING, 10.9 M (35.8 FT) SOUTH
 SC1026'OF THE CENTER OF THE ROAD, 1.4 M (4.6 FT) SOUTH OF THE NORTHWEST
 SC1026'CORNER OF THE RAMP, AND 0.2 M (0.7 FT) EAST OF THE WEST EDGE OF THE
 SC1026'BOAT RAMP.
 SC1026'THE MARK IS 0.3 M BELOW THE ROAD.
 SC1026
 SC1026                          STATION RECOVERY (2001)
 SC1026
 SC1026'RECOVERY NOTE BY US POWER SQUADRON 2001 (JHN)
 SC1026'RECOVERED IN GOOD CONDITION.
 SC1026
 SC1026                          STATION RECOVERY (2004)
 SC1026
 SC1026'RECOVERY NOTE BY US POWER SQUADRON 2004 (DMJ)
 SC1026'RECOVERED IN GOOD CONDITION.
 SC1026
 SC1026                          STATION RECOVERY (2005)
 SC1026
 SC1026'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (CLB)
 SC1026'MONUMENT IS LOCATED ON THE BOAT RAMP AT ASTORIA YACHT CLUB
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1048 ***********************************************************************
 SC1048  TIDAL BM    -  This is a Tidal Bench Mark.
 SC1048  DESIGNATION -  943 9040 A TIDAL
 SC1048  PID         -  SC1048
 SC1048  STATE/COUNTY-  OR/CLATSOP
 SC1048  USGS QUAD   -  ASTORIA (1984)
 SC1048
 SC1048                         *CURRENT SURVEY CONTROL
 SC1048  ___________________________________________________________________
 SC1048* NAD 83(1986)-  46 12 09.     (N)    123 46 01.     (W)     SCALED    
 SC1048* NAVD 88     -        16.921  (meters)      55.52   (feet)  ADJUSTED  
 SC1048  ___________________________________________________________________
 SC1048  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 SC1048  DYNAMIC HT  -          16.923 (meters)      55.52  (feet)  COMP
 SC1048  MODELED GRAV-     980,712.7   (mgal)                       NAVD 88
 SC1048
 SC1048  VERT ORDER  -  FIRST     CLASS II
 SC1048
 SC1048.The horizontal coordinates were scaled from a topographic map and have
 SC1048.an estimated accuracy of +/- 6 seconds.
 SC1048
 SC1048.The orthometric height was determined by differential leveling
 SC1048.and adjusted in June 1991.
 SC1048
 SC1048.This Tidal Bench Mark is designated as VM 1077
 SC1048.by the Center for Operational Oceanographic Products and Services.
 SC1048
 SC1048.The geoid height was determined by GEOID03.
 SC1048
 SC1048.The dynamic height is computed by dividing the NAVD 88
 SC1048.geopotential number by the normal gravity value computed on the
 SC1048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC1048.degrees latitude (g = 980.6199 gals.).
 SC1048
 SC1048.The modeled gravity was interpolated from observed gravity values.
 SC1048
 SC1048;                    North         East    Units  Estimated Accuracy
 SC1048;SPC OR N     -   286,900.    2,247,910.      MT  (+/- 180 meters Scaled)
 SC1048
 SC1048                          SUPERSEDED SURVEY CONTROL
 SC1048
 SC1048.No superseded survey control is available for this station.
 SC1048
 SC1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS408168(NAD 83)
 SC1048_MARKER: DJ = TIDAL STATION DISK
 SC1048_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 SC1048_SP_SET: GALVANIZED STEEL ROD
 SC1048_STAMPING: 9040 A 1981
 SC1048_MARK LOGO: NOS   
 SC1048_PROJECTION: PROJECTING 5 CENTIMETERS
 SC1048_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SC1048_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC1048+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2007
 SC1048_ROD/PIPE-DEPTH: 7.3  meters
 SC1048
 SC1048  HISTORY     - Date     Condition        Report By
 SC1048  HISTORY     - 1981     MONUMENTED       NOS
 SC1048  HISTORY     - 1987     GOOD             NGS
 SC1048  HISTORY     - 20040830 GOOD             USPSQD
 SC1048  HISTORY     - 20051120 GOOD             USPSQD
 SC1048  HISTORY     - 20070325 GOOD             USPSQD
 SC1048
 SC1048                          STATION DESCRIPTION
 SC1048
 SC1048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SC1048'5.8 KM (3.60 MI) EAST FROM ASTORIA.
 SC1048'4.7 KM (2.90 MI) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF
 SC1048'16TH STREET IN ASTORIA, THENCE 1.1 KM (0.70 MI) NORTHERLY ALONG
 SC1048'TONGUE POINT ROAD, 28.5 M (93.5 FT) NORTH OF THE CENTERLINE OF VISTA
 SC1048'WAY, 10.4 M (34.1 FT) EAST OF THE CENTERLINE OF THE ROAD, AND 0.6 M
 SC1048'(2.0 FT) SOUTHWEST OF THE SOUTHEAST CORNER OF A PARKING LOT.
 SC1048'THE MARK IS 0.2 METERS  SW FROM  A WITNESS POST
 SC1048'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 SC1048
 SC1048                          STATION RECOVERY (2004)
 SC1048
 SC1048'RECOVERY NOTE BY US POWER SQUADRON 2004 (SO)
 SC1048'RECOVERED IN GOOD CONDITION.
 SC1048
 SC1048                          STATION RECOVERY (2005)
 SC1048
 SC1048'RECOVERY NOTE BY US POWER SQUADRON 2005 (DMJ)
 SC1048'RECOVERED IN GOOD CONDITION.
 SC1048
 SC1048                          STATION RECOVERY (2007)
 SC1048
 SC1048'RECOVERY NOTE BY US POWER SQUADRON 2007 (DJ)
 SC1048'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1050 ***********************************************************************
 SC1050  TIDAL BM    -  This is a Tidal Bench Mark.
 SC1050  DESIGNATION -  943 9040 B TIDAL
 SC1050  PID         -  SC1050
 SC1050  STATE/COUNTY-  OR/CLATSOP
 SC1050  USGS QUAD   -  ASTORIA (1984)
 SC1050
 SC1050                         *CURRENT SURVEY CONTROL
 SC1050  ___________________________________________________________________
 SC1050* NAD 83(1986)-  46 12 18.     (N)    123 46 01.     (W)     SCALED    
 SC1050* NAVD 88     -         9.363  (meters)      30.72   (feet)  ADJUSTED  
 SC1050  ___________________________________________________________________
 SC1050  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 SC1050  DYNAMIC HT  -           9.364 (meters)      30.72  (feet)  COMP
 SC1050  MODELED GRAV-     980,713.1   (mgal)                       NAVD 88
 SC1050
 SC1050  VERT ORDER  -  FIRST     CLASS II
 SC1050
 SC1050.The horizontal coordinates were scaled from a topographic map and have
 SC1050.an estimated accuracy of +/- 6 seconds.
 SC1050
 SC1050.The orthometric height was determined by differential leveling
 SC1050.and adjusted in June 1991.
 SC1050
 SC1050.This Tidal Bench Mark is designated as VM 1078
 SC1050.by the Center for Operational Oceanographic Products and Services.
 SC1050
 SC1050.The geoid height was determined by GEOID03.
 SC1050
 SC1050.The dynamic height is computed by dividing the NAVD 88
 SC1050.geopotential number by the normal gravity value computed on the
 SC1050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC1050.degrees latitude (g = 980.6199 gals.).
 SC1050
 SC1050.The modeled gravity was interpolated from observed gravity values.
 SC1050
 SC1050;                    North         East    Units  Estimated Accuracy
 SC1050;SPC OR N     -   287,180.    2,247,920.      MT  (+/- 180 meters Scaled)
 SC1050
 SC1050                          SUPERSEDED SURVEY CONTROL
 SC1050
 SC1050.No superseded survey control is available for this station.
 SC1050
 SC1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS408171(NAD 83)
 SC1050_MARKER: DJ = TIDAL STATION DISK
 SC1050_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 SC1050_SP_SET: GALVANIZED STEEL ROD
 SC1050_STAMPING: 9040 B 1981
 SC1050_MARK LOGO: NOS   
 SC1050_PROJECTION: PROJECTING 5 CENTIMETERS
 SC1050_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SC1050_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC1050+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2007
 SC1050_ROD/PIPE-DEPTH: 6.4  meters
 SC1050
 SC1050  HISTORY     - Date     Condition        Report By
 SC1050  HISTORY     - 1981     MONUMENTED       NOS
 SC1050  HISTORY     - 1987     GOOD             NGS
 SC1050  HISTORY     - 20040626 GOOD             USPSQD
 SC1050  HISTORY     - 20051120 GOOD             USPSQD
 SC1050  HISTORY     - 20070325 GOOD             USPSQD
 SC1050
 SC1050                          STATION DESCRIPTION
 SC1050
 SC1050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SC1050'6.1 KM (3.80 MI) EAST FROM ASTORIA.
 SC1050'4.7 KM (2.90 MI) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF
 SC1050'16TH STREET IN ASTORIA, THENCE 1.4 KM (0.85 MI) NORTHERLY ALONG
 SC1050'TONGUE POINT ROAD, 7.7 M (25.3 FT) WEST OF THE CENTERLINE OF THE
 SC1050'ROAD, 1.7 M (5.6 FT) NORTHEAST OF A FENCE CORNER AT A GAS MAIN, AND
 SC1050'0.9 M (3.0 FT) SOUTHWEST OF A FENCE CORNER.
 SC1050'THE MARK IS 0.2 METERS  N FROM  A WITNESS POST
 SC1050'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 SC1050
 SC1050                          STATION RECOVERY (2004)
 SC1050
 SC1050'RECOVERY NOTE BY US POWER SQUADRON 2004 (RH)
 SC1050'RECOVERED IN GOOD CONDITION.
 SC1050
 SC1050                          STATION RECOVERY (2005)
 SC1050
 SC1050'RECOVERY NOTE BY US POWER SQUADRON 2005 (DMJ)
 SC1050'MARK HAS BLACK PVC CAP COVERING IT, BUT IS EASILY REMOVED.
 SC1050
 SC1050                          STATION RECOVERY (2007)
 SC1050
 SC1050'RECOVERY NOTE BY US POWER SQUADRON 2007 (DJ)
 SC1050'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1051 ***********************************************************************
 SC1051  TIDAL BM    -  This is a Tidal Bench Mark.
 SC1051  DESIGNATION -  943 9040 C TIDAL
 SC1051  PID         -  SC1051
 SC1051  STATE/COUNTY-  OR/CLATSOP
 SC1051  USGS QUAD   -  ASTORIA (1984)
 SC1051
 SC1051                         *CURRENT SURVEY CONTROL
 SC1051  ___________________________________________________________________
 SC1051* NAD 83(1986)-  46 12 21.     (N)    123 45 58.     (W)     SCALED    
 SC1051* NAVD 88     -         7.272  (meters)      23.86   (feet)  ADJUSTED  
 SC1051  ___________________________________________________________________
 SC1051  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 SC1051  DYNAMIC HT  -           7.273 (meters)      23.86  (feet)  COMP
 SC1051  MODELED GRAV-     980,713.3   (mgal)                       NAVD 88
 SC1051
 SC1051  VERT ORDER  -  FIRST     CLASS II
 SC1051
 SC1051.The horizontal coordinates were scaled from a topographic map and have
 SC1051.an estimated accuracy of +/- 6 seconds.
 SC1051
 SC1051.The orthometric height was determined by differential leveling
 SC1051.and adjusted in June 1991.
 SC1051
 SC1051.This Tidal Bench Mark is designated as VM 1079
 SC1051.by the Center for Operational Oceanographic Products and Services.
 SC1051
 SC1051.The geoid height was determined by GEOID03.
 SC1051
 SC1051.The dynamic height is computed by dividing the NAVD 88
 SC1051.geopotential number by the normal gravity value computed on the
 SC1051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC1051.degrees latitude (g = 980.6199 gals.).
 SC1051
 SC1051.The modeled gravity was interpolated from observed gravity values.
 SC1051
 SC1051;                    North         East    Units  Estimated Accuracy
 SC1051;SPC OR N     -   287,270.    2,247,990.      MT  (+/- 180 meters Scaled)
 SC1051
 SC1051                          SUPERSEDED SURVEY CONTROL
 SC1051
 SC1051.No superseded survey control is available for this station.
 SC1051
 SC1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS408172(NAD 83)
 SC1051_MARKER: DJ = TIDAL STATION DISK
 SC1051_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 SC1051_SP_SET: GALVANIZED STEEL ROD
 SC1051_STAMPING: 9040 C 1981
 SC1051_MARK LOGO: NOS   
 SC1051_PROJECTION: PROJECTING 5 CENTIMETERS
 SC1051_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SC1051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC1051+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2007
 SC1051_ROD/PIPE-DEPTH: 4.9  meters
 SC1051
 SC1051  HISTORY     - Date     Condition        Report By
 SC1051  HISTORY     - 1981     MONUMENTED       NOS
 SC1051  HISTORY     - 1987     GOOD             NGS
 SC1051  HISTORY     - 20040626 GOOD             USPSQD
 SC1051  HISTORY     - 20051120 GOOD             USPSQD
 SC1051  HISTORY     - 20070325 GOOD             USPSQD
 SC1051
 SC1051                          STATION DESCRIPTION
 SC1051
 SC1051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SC1051'6.3 KM (3.90 MI) EAST FROM ASTORIA.
 SC1051'4.7 KM (2.90 MI) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF
 SC1051'16TH STREET IN ASTORIA, THENCE 1.6 KM (1.00 MI) NORTHERLY ALONG
 SC1051'TONGUE POINT ROAD, AT THE ENTRANCE RAOD TO THE U.S. COAST GUARD
 SC1051'STATION, 41.8 M (137.1 FT) NORTH OF THE CENTER OF THE ROAD, 20.2 M
 SC1051'(66.3 FT) EAST OF THE CENTER OF THE ENTRANCE ROAD, 14.4 M (47.2 FT)
 SC1051'SOUTHEAST OF THE SOUTHWEST CORNER OF THE COAST GUARD EXCHANGE
 SC1051'BUILDING, 12.4 M (40.7 FT) NORTHEAST OF TIDAL MARK 943 9040 TIDAL 14,
 SC1051'1.0 M (3.3 FT) WEST OF A WITNESS POST, AND 0.6 M (2.0 FT) SOUTH OF A
 SC1051'FENCE.
 SC1051'THE MARK IS 0.5 METERS  N FROM  A WITNESS POST
 SC1051'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 SC1051
 SC1051                          STATION RECOVERY (2004)
 SC1051
 SC1051'RECOVERY NOTE BY US POWER SQUADRON 2004 (RH)
 SC1051'RECOVERED IN GOOD CONDITION.
 SC1051
 SC1051                          STATION RECOVERY (2005)
 SC1051
 SC1051'RECOVERY NOTE BY US POWER SQUADRON 2005 (DMJ)
 SC1051'MARK HAS TIGHT FITTING WHITE PVC CAP COVERING IT.  REQUIRES PRYING
 SC1051'STAIGHT UP.
 SC1051
 SC1051                          STATION RECOVERY (2007)
 SC1051
 SC1051'RECOVERY NOTE BY US POWER SQUADRON 2007 (DJ)
 SC1051'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC0482 ***********************************************************************
 SC0482  TIDAL BM    -  This is a Tidal Bench Mark.
 SC0482  DESIGNATION -  943 9040 TIDAL 1
 SC0482  PID         -  SC0482
 SC0482  STATE/COUNTY-  OR/CLATSOP
 SC0482  USGS QUAD   -  ASTORIA (1984)
 SC0482
 SC0482                         *CURRENT SURVEY CONTROL
 SC0482  ___________________________________________________________________
 SC0482* NAD 83(1986)-  46 12 29.     (N)    123 45 58.     (W)     SCALED    
 SC0482* NAVD 88     -         6.136  (meters)      20.13   (feet)  ADJUSTED  
 SC0482  ___________________________________________________________________
 SC0482  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 SC0482  DYNAMIC HT  -           6.136 (meters)      20.13  (feet)  COMP
 SC0482  MODELED GRAV-     980,713.7   (mgal)                       NAVD 88
 SC0482
 SC0482  VERT ORDER  -  FIRST     CLASS II
 SC0482
 SC0482.The horizontal coordinates were scaled from a topographic map and have
 SC0482.an estimated accuracy of +/- 6 seconds.
 SC0482
 SC0482.The orthometric height was determined by differential leveling
 SC0482.and adjusted in June 1991.
 SC0482.WARNING-Repeat measurements at this control monument indicate possible
 SC0482.vertical movement.
 SC0482
 SC0482.This Tidal Bench Mark is designated as VM 1066
 SC0482.by the Center for Operational Oceanographic Products and Services.
 SC0482
 SC0482.The geoid height was determined by GEOID03.
 SC0482
 SC0482.The dynamic height is computed by dividing the NAVD 88
 SC0482.geopotential number by the normal gravity value computed on the
 SC0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0482.degrees latitude (g = 980.6199 gals.).
 SC0482
 SC0482.The modeled gravity was interpolated from observed gravity values.
 SC0482
 SC0482;                    North         East    Units  Estimated Accuracy
 SC0482;SPC OR N     -   287,520.    2,248,000.      MT  (+/- 180 meters Scaled)
 SC0482
 SC0482                          SUPERSEDED SURVEY CONTROL
 SC0482
 SC0482  NGVD 29 (??/??/92)    5.024  (m)           16.48   (f) ADJ UNCH    1 2
 SC0482
 SC0482.Superseded values are not recommended for survey control.
 SC0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0482.See file dsdata.txt to determine how the superseded data were derived.
 SC0482
 SC0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS409174(NAD 83)
 SC0482_MARKER: DJ = TIDAL STATION DISK
 SC0482_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 SC0482_SP_SET: FOUNDATION WALL
 SC0482_STAMPING: NO 1 1925
 SC0482_MARK LOGO: CGS   
 SC0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0482+STABILITY: SURFACE MOTION
 SC0482
 SC0482  HISTORY     - Date     Condition        Report By
 SC0482  HISTORY     - 1925     MONUMENTED       CGS
 SC0482  HISTORY     - 1963     GOOD             NGS
 SC0482  HISTORY     - 1987     GOOD             NGS
 SC0482  HISTORY     - 20040626 MARK NOT FOUND   USPSQD
 SC0482  HISTORY     - 20051120 MARK NOT FOUND   USPSQD
 SC0482
 SC0482                          STATION DESCRIPTION
 SC0482
 SC0482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SC0482'4 MI E FROM ASTORIA.
 SC0482'AT COAST GUARD REPAIR BASE ON THE WEST SIDE OF TONGUE POINT, SET
 SC0482'VERTICALLY IN THE NORTH WALL OF THE CONCRETE OIL HOUSE, 1 FOOT ABOVE
 SC0482'THE GROUND AND 1 FOOT WEST OF THE NORTHEAST CORNER OF THE BUILDING.
 SC0482'OIL HOUSE IS 25 FEET EAST OF THE BUILDING USED FOR THE OFFICE AND
 SC0482'SHOPS AT THE BASE.
 SC0482
 SC0482                          STATION RECOVERY (1987)
 SC0482
 SC0482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SC0482'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  4.7 KM
 SC0482'(2.90 MI) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF 16TH
 SC0482'STREET IN ASTORIA, THENCE 1.6 KM (1.00 MI) NORTHERLY ALONG TONGUE
 SC0482'POINT ROAD, THENCE 0.3 KM (0.20 MI) NORTH ALONG COAST GUARD STREET,
 SC0482'SET VERTICALLY IN THE NORTH FACE OF THE BRICK FOUNDATION WALL OF
 SC0482'BUILDING NUMBER 5, 9.3 M (30.5 FT) EAST OF THE CENTER OF THE STREET,
 SC0482'AND 0.3 M (1.0 FT) WEST OF THE NORTHWEST CORNER OF THE BUILDING.
 SC0482'THE MARK IS 0.6 M ABOVE THE STREET.
 SC0482
 SC0482                          STATION RECOVERY (2004)
 SC0482
 SC0482'RECOVERY NOTE BY US POWER SQUADRON 2004 (RH)
 SC0482'BUILDING 5 HAS BEEN TORN DOWN.  MARK WAS REMOVED AND WAS SENT TO NOAA
 SC0482'ACCORDING TO LONG TIME COAST GUARD MEMBER DOUG CAMERON. MARK SHOULD BE
 SC0482'CONSIDERED DESTROYED.
 SC0482
 SC0482                          STATION RECOVERY (2005)
 SC0482
 SC0482'RECOVERY NOTE BY US POWER SQUADRON 2005 (DMJ)
 SC0482'CONCRETE SLAB FOR BLDG. 5 LOCATED, BUT BUILDING IS NO LONGER THERE AND
 SC0482'ASPHALT RAMP HIDES THE SIDE OF THE FOUNDATION WHERE THE MARK WOULD
 SC0482'HAVE BEEN LOCATED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC0480 ***********************************************************************
 SC0480  TIDAL BM    -  This is a Tidal Bench Mark.
 SC0480  DESIGNATION -  943 9040 TIDAL 10
 SC0480  PID         -  SC0480
 SC0480  STATE/COUNTY-  OR/CLATSOP
 SC0480  USGS QUAD   -  ASTORIA (1984)
 SC0480
 SC0480                         *CURRENT SURVEY CONTROL
 SC0480  ___________________________________________________________________
 SC0480* NAD 83(1986)-  46 12 26.     (N)    123 45 59.     (W)     SCALED    
 SC0480* NAVD 88     -         5.497  (meters)      18.03   (feet)  ADJUSTED  
 SC0480  ___________________________________________________________________
 SC0480  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 SC0480  DYNAMIC HT  -           5.497 (meters)      18.03  (feet)  COMP
 SC0480  MODELED GRAV-     980,713.5   (mgal)                       NAVD 88
 SC0480
 SC0480  VERT ORDER  -  FIRST     CLASS II
 SC0480
 SC0480.The horizontal coordinates were scaled from a topographic map and have
 SC0480.an estimated accuracy of +/- 6 seconds.
 SC0480
 SC0480.The orthometric height was determined by differential leveling
 SC0480.and adjusted in June 1991.
 SC0480
 SC0480.This Tidal Bench Mark is designated as VM 1070
 SC0480.by the Center for Operational Oceanographic Products and Services.
 SC0480
 SC0480.The geoid height was determined by GEOID03.
 SC0480
 SC0480.The dynamic height is computed by dividing the NAVD 88
 SC0480.geopotential number by the normal gravity value computed on the
 SC0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0480.degrees latitude (g = 980.6199 gals.).
 SC0480
 SC0480.The modeled gravity was interpolated from observed gravity values.
 SC0480
 SC0480;                    North         East    Units  Estimated Accuracy
 SC0480;SPC OR N     -   287,420.    2,247,980.      MT  (+/- 180 meters Scaled)
 SC0480
 SC0480                          SUPERSEDED SURVEY CONTROL
 SC0480
 SC0480.No superseded survey control is available for this station.
 SC0480
 SC0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS408173(NAD 83)
 SC0480_MARKER: DJ = TIDAL STATION DISK
 SC0480_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 SC0480_SP_SET: WALKWAY
 SC0480_STAMPING: NO 10 1958
 SC0480_MARK LOGO: CGS   
 SC0480_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC0480_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC0480+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2004
 SC0480
 SC0480  HISTORY     - Date     Condition        Report By
 SC0480  HISTORY     - 1959     MONUMENTED       ORDT
 SC0480  HISTORY     - 1987     GOOD             NGS
 SC0480  HISTORY     - 20040626 GOOD             USPSQD
 SC0480  HISTORY     - 20051120 GOOD             USPSQD
 SC0480  HISTORY     - 20070325 POOR             USPSQD
 SC0480
 SC0480                          STATION DESCRIPTION
 SC0480
 SC0480'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1959
 SC0480'0.5 MI E FROM ASTORIA.
 SC0480'AT THE COAST GUARD REPAIR BASE, ABOUT 20 FEET EAST, AND ABOUT 71 FEET
 SC0480'SOUTH OF THE SOUTH WALL OF THE U.S. COAST GUARD BUILDING, ABOUT 0.5
 SC0480'FT. WEST OF A 3 FOOT HIGH CONCRETE RETAINING WALL AT A POINT WHERE THE
 SC0480'RETAINING WALL TURNS EAST.
 SC0480
 SC0480                          STATION RECOVERY (1987)
 SC0480
 SC0480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SC0480'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  4.7 KM
 SC0480'(2.90 MI) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF 16TH
 SC0480'STREET IN ASTORIA, THENCE 1.6 KM (1.00 MI) NORTHERLY ALONG TONGUE
 SC0480'POINT ROAD, THENCE 0.3 KM (0.20 MI) NORTH ALONG COAST GUARD STREET,
 SC0480'IN THE WEST END OF A CONCRETE WALKWAY LEADING TO THE SOUTH ENTRANCE
 SC0480'TO BUILDING NUMBER 6, 46.0 M (150.9 FT) NORTH OF THE NORTH CORNER OF
 SC0480'BUILDING NUMBER 7, 4.4 M (14.4 FT) EAST OF THE SOUTHEAST CORNER OF
 SC0480'BUILDING NUMBER 6, 2.1 M (6.9 FT) WEST OF THE CENTER OF THE STREET,
 SC0480'AND 0.6 M (2.0 FT) EAST OF THE CENTER OF THE ENTRANCE.
 SC0480'THE MARK IS ABOVE LEVEL WITH THE STREET.
 SC0480
 SC0480                          STATION RECOVERY (2004)
 SC0480
 SC0480'RECOVERY NOTE BY US POWER SQUADRON 2004 (RH)
 SC0480'RECOVERED IN GOOD CONDITION.
 SC0480
 SC0480                          STATION RECOVERY (2005)
 SC0480
 SC0480'RECOVERY NOTE BY US POWER SQUADRON 2005 (DMJ)
 SC0480'MARK IS BARELY READABLE, NEEDS RESTAMPING.
 SC0480
 SC0480                          STATION RECOVERY (2007)
 SC0480
 SC0480'RECOVERY NOTE BY US POWER SQUADRON 2007 (DJ)
 SC0480'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1053 ***********************************************************************
 SC1053  TIDAL BM    -  This is a Tidal Bench Mark.
 SC1053  DESIGNATION -  943 9040 TIDAL 11
 SC1053  PID         -  SC1053
 SC1053  STATE/COUNTY-  OR/CLATSOP
 SC1053  USGS QUAD   -  ASTORIA (1984)
 SC1053
 SC1053                         *CURRENT SURVEY CONTROL
 SC1053  ___________________________________________________________________
 SC1053* NAD 83(1986)-  46 12 26.     (N)    123 45 58.     (W)     SCALED    
 SC1053* NAVD 88     -         5.314  (meters)      17.43   (feet)  ADJUSTED  
 SC1053  ___________________________________________________________________
 SC1053  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 SC1053  DYNAMIC HT  -           5.315 (meters)      17.44  (feet)  COMP
 SC1053  MODELED GRAV-     980,713.5   (mgal)                       NAVD 88
 SC1053
 SC1053  VERT ORDER  -  FIRST     CLASS II
 SC1053
 SC1053.The horizontal coordinates were scaled from a topographic map and have
 SC1053.an estimated accuracy of +/- 6 seconds.
 SC1053
 SC1053.The orthometric height was determined by differential leveling
 SC1053.and adjusted in June 1991.
 SC1053
 SC1053.This Tidal Bench Mark is designated as VM 1071
 SC1053.by the Center for Operational Oceanographic Products and Services.
 SC1053
 SC1053.The geoid height was determined by GEOID03.
 SC1053
 SC1053.The dynamic height is computed by dividing the NAVD 88
 SC1053.geopotential number by the normal gravity value computed on the
 SC1053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC1053.degrees latitude (g = 980.6199 gals.).
 SC1053
 SC1053.The modeled gravity was interpolated from observed gravity values.
 SC1053
 SC1053;                    North         East    Units  Estimated Accuracy
 SC1053;SPC OR N     -   287,420.    2,248,000.      MT  (+/- 180 meters Scaled)
 SC1053
 SC1053                          SUPERSEDED SURVEY CONTROL
 SC1053
 SC1053.No superseded survey control is available for this station.
 SC1053
 SC1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS409173(NAD 83)
 SC1053_MARKER: DJ = TIDAL STATION DISK
 SC1053_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 SC1053_SP_SET: STREET
 SC1053_STAMPING: TIDAL 11 1959
 SC1053_MARK LOGO: CGS   
 SC1053_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC1053_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC1053+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2007
 SC1053
 SC1053  HISTORY     - Date     Condition        Report By
 SC1053  HISTORY     - 1959     MONUMENTED       CGS
 SC1053  HISTORY     - 1987     GOOD             NGS
 SC1053  HISTORY     - 20040626 GOOD             USPSQD
 SC1053  HISTORY     - 20051120 GOOD             USPSQD
 SC1053  HISTORY     - 20070325 GOOD             USPSQD
 SC1053
 SC1053                          STATION DESCRIPTION
 SC1053
 SC1053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SC1053'6.5 KM (4.05 MI) EAST FROM ASTORIA.
 SC1053'4.7 KM (2.90 MI) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF
 SC1053'16TH STREET IN ASTORIA, THENCE 1.6 KM (1.00 MI) NORTHERLY ALONG
 SC1053'TONGUE POINT ROAD, THENCE 0.2 KM (0.10 MI) NORTH ALONG COAST GUARD
 SC1053'STREET, 23.6 M (77.4 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF
 SC1053'BUILDING NUMBER 7, 14.1 M (46.3 FT) SOUTH OF TIDAL MARK 943 9040
 SC1053'TIDAL 13, 2.4 M (7.9 FT) EAST OF THE CENTER OF THE STREET, 1.7 M (5.6
 SC1053'FT) NORTHWEST OF THE NORTHWEST CORNER OF BUILDING NUMBER 4, AND 0.8 M
 SC1053'(2.6 FT) SOUTHEAST OF A FIRE HYDRANT.
 SC1053'THE MARK IS ABOVE LEVEL WITH THE STREET.
 SC1053
 SC1053                          STATION RECOVERY (2004)
 SC1053
 SC1053'RECOVERY NOTE BY US POWER SQUADRON 2004 (RH)
 SC1053'RECOVERED IN GOOD CONDITION.
 SC1053
 SC1053                          STATION RECOVERY (2005)
 SC1053
 SC1053'RECOVERY NOTE BY US POWER SQUADRON 2005 (DMJ)
 SC1053'RECOVERED IN GOOD CONDITION.
 SC1053
 SC1053                          STATION RECOVERY (2007)
 SC1053
 SC1053'RECOVERY NOTE BY US POWER SQUADRON 2007 (DJ)
 SC1053'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1055 ***********************************************************************
 SC1055  CBN         -  This is a Cooperative Base Network Control Station.
 SC1055  TIDAL BM    -  This is a Tidal Bench Mark.
 SC1055  DESIGNATION -  943 9040 TIDAL 12
 SC1055  PID         -  SC1055
 SC1055  STATE/COUNTY-  OR/CLATSOP
 SC1055  USGS QUAD   -  ASTORIA (1984)
 SC1055
 SC1055                         *CURRENT SURVEY CONTROL
 SC1055  ___________________________________________________________________
 SC1055* NAD 83(2007)-  46 12 26.46014(N)    123 46 01.25012(W)     ADJUSTED  
 SC1055* NAVD 88     -         5.495  (meters)      18.03   (feet)  ADJUSTED  
 SC1055  ___________________________________________________________________
 SC1055  EPOCH DATE  -        2007.00
 SC1055  X           -  -2,457,656.517 (meters)                     COMP
 SC1055  Y           -  -3,675,779.534 (meters)                     COMP
 SC1055  Z           -   4,581,215.132 (meters)                     COMP
 SC1055  LAPLACE CORR-          11.46  (seconds)                    DEFLEC99
 SC1055  ELLIP HEIGHT-         -17.479 (meters)          (02/10/07) ADJUSTED
 SC1055  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 SC1055  DYNAMIC HT  -           5.496 (meters)      18.03  (feet)  COMP
 SC1055
 SC1055  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 SC1055  Type    PID    Designation                      North   East  Ellip
 SC1055  -------------------------------------------------------------------
 SC1055  NETWORK SC1055 943 9040 TIDAL 12                 0.59   0.47   1.35
 SC1055  -------------------------------------------------------------------
 SC1055  MODELED GRAV-     980,713.5   (mgal)                       NAVD 88
 SC1055
 SC1055  VERT ORDER  -  FIRST     CLASS II
 SC1055
 SC1055.The horizontal coordinates were established by GPS observations
 SC1055.and adjusted by the National Geodetic Survey in February 2007.
 SC1055
 SC1055.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 SC1055.See www.ngs.noaa.gov/NationalReadjustment for more information.
 SC1055.The horizontal coordinates are valid at the epoch date displayed above.
 SC1055.The epoch date for horizontal control is a decimal equivalence
 SC1055.of Year/Month/Day.
 SC1055
 SC1055.The orthometric height was determined by differential leveling
 SC1055.and adjusted in June 1991.
 SC1055
 SC1055.This Tidal Bench Mark is designated as VM 1072
 SC1055.by the Center for Operational Oceanographic Products and Services.
 SC1055
 SC1055.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SC1055
 SC1055.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1055
 SC1055.The ellipsoidal height was determined by GPS observations
 SC1055.and is referenced to NAD 83.
 SC1055
 SC1055.The geoid height was determined by GEOID03.
 SC1055
 SC1055.The dynamic height is computed by dividing the NAVD 88
 SC1055.geopotential number by the normal gravity value computed on the
 SC1055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC1055.degrees latitude (g = 980.6199 gals.).
 SC1055
 SC1055.The modeled gravity was interpolated from observed gravity values.
 SC1055
 SC1055;                    North         East     Units Scale Factor Converg.
 SC1055;SPC OR N     -   287,440.376 2,247,927.061   MT  1.00005936   -2 19 00.9
 SC1055;SPC OR N     -   943,045.85  7,375,088.78   iFT  1.00005936   -2 19 00.9
 SC1055;SPC WA S     -   102,366.920   247,961.478   MT  0.99993621   -2 22 23.3
 SC1055;SPC WA S     -   335,848.80    813,520.28   sFT  0.99993621   -2 22 23.3
 SC1055;UTM  10      - 5,117,371.818   440,830.650   MT  0.99964304   -0 33 13.3
 SC1055
 SC1055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1055!SPC OR N     -   1.00000274  x   1.00005936  =   1.00006210
 SC1055!SPC WA S     -   1.00000274  x   0.99993621  =   0.99993895
 SC1055!UTM  10      -   1.00000274  x   0.99964304  =   0.99964578
 SC1055
 SC1055                          SUPERSEDED SURVEY CONTROL
 SC1055
 SC1055  NAD 83(1998)-  46 12 26.45816(N)    123 46 01.25297(W) AD(       ) A
 SC1055  ELLIP H (03/21/00)  -17.468  (m)                       GP(       ) 3 2
 SC1055  NAD 83(1991)-  46 12 26.45592(N)    123 46 01.25507(W) AD(       ) B
 SC1055  ELLIP H (10/13/99)  -17.347  (m)                       GP(       ) 3 1
 SC1055  NAD 83(1991)-  46 12 26.46255(N)    123 46 01.21573(W) AD(       ) 3
 SC1055  NAD 83(1986)-  46 12 26.45098(N)    123 46 01.22206(W) AD(       ) 3
 SC1055  NAD 27      -  46 12 27.08765(N)    123 45 56.70363(W) AD(       ) 3
 SC1055  NAVD 88 (10/13/99)    5.50   (m)           18.0    (f) LEVELING    3  
 SC1055
 SC1055.Superseded values are not recommended for survey control.
 SC1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1055.See file dsdata.txt to determine how the superseded data were derived.
 SC1055
 SC1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS4083117372(NAD 83)
 SC1055_MARKER: DJ = TIDAL STATION DISK
 SC1055_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 SC1055_SP_SET: RETAINING WALL
 SC1055_STAMPING: TIDAL NO 12 1962
 SC1055_MARK LOGO: CGS   
 SC1055_MAGNETIC: N = NO MAGNETIC MATERIAL
 SC1055_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SC1055_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC1055+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2007
 SC1055
 SC1055  HISTORY     - Date     Condition        Report By
 SC1055  HISTORY     - 1962     MONUMENTED       CGS
 SC1055  HISTORY     - 1987     GOOD             NGS
 SC1055  HISTORY     - 19980521 GOOD             NGS
 SC1055  HISTORY     - 19981010 GOOD             NGS
 SC1055  HISTORY     - 20040626 GOOD             USPSQD
 SC1055  HISTORY     - 20051120 GOOD             USPSQD
 SC1055  HISTORY     - 20070325 GOOD             USPSQD
 SC1055
 SC1055                          STATION DESCRIPTION
 SC1055
 SC1055'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (MRM)
 SC1055'THE STATION IS LOCATED ABOUT 3.5 MI EAST OF ASTORIA AT THE
 SC1055'BASE AT TONGUE PT.
 SC1055'
 SC1055'TO REACH FROM THE POST OFFICE IN ASTORIA, GO EASTERLY ON US HIGHWAY
 SC1055'30 ABOUT 3.4 MI TO THE ENTRANCE TO THE      BASE AND THE JOB CORP
 SC1055'TRAINING CENTER ON THE LEFT, TURN LEFT AND FOLLOW THE MAIN ROAD
 SC1055'ABOUT 1.0 MI TO THE UCSG BASE AND THE STATION.
 SC1055'
 SC1055'THE STATION IS MARKED WITH A STANDARD BENCH MARK DISK STAMPED---
 SC1055'TIDAL NO 12 1962---,SET IN A DRILL HOLE IN TOP OF THE PARAPET WALL
 SC1055'ON THE S SIDE OF THE MAIN DOCK,97.5 FEET SW OF BM 8 1940 AT THE
 SC1055'ENTRANCE TO THE ADMINSTRATION BUILDING, ABOUT 80 FEET SW OF THE SW
 SC1055'CORNER OF THE ADMINSTRATION BUILDING AND 1.5 FEET E OF THE FLAGPOLE.
 SC1055'
 SC1055'THERE ARE NO REFERENCE MARKS.
 SC1055
 SC1055                          STATION RECOVERY (1987)
 SC1055
 SC1055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SC1055'6.5 KM (4.05 MI) EAST FROM ASTORIA.
 SC1055'4.7 KM (2.90 MI) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF
 SC1055'16TH STREET IN ASTORIA, THENCE 1.6 KM (1.00 MI) NORTHERLY ALONG
 SC1055'TONGUE POINT ROAD, THENCE 0.2 KM (0.10 MI) NORTH ALONG COAST GUARD
 SC1055'STREET, IN THE EAST END OF A CONCRETE RETAINING WALL OF THE COAST
 SC1055'GUARD DOCK, 33.5 M (109.9 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER
 SC1055'OF BUILDING NUMBER 7, 31.0 M (101.7 FT) WEST OF THE CENTER OF THE
 SC1055'STREET, 4.7 M (15.4 FT) WEST OF THE EAST END OF THE RETAINING WALL,
 SC1055'AND 0.5 M (1.6 FT) EAST OF A FLAGPOLE.
 SC1055'THE MARK IS 0.3 M ABOVE THE DOCK.
 SC1055
 SC1055                          STATION RECOVERY (1998)
 SC1055
 SC1055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CLS)
 SC1055'THE STATION IS LOCATED ABOUT 4.0 KM (2.50 MI) EAST OF ASTORIA, AT THE
 SC1055'U.S. COAST GUARD BASE ON TONGUE POINT, IN TOP OF THE EAST END OF THE
 SC1055'CONCRETE SEAWALL ON THE SOUTH SIDE OF THE PIER.  OWNERSHIP--U.S. COAST
 SC1055'GUARD, TONGUE POINT FACILITY, ASTORIA, OR 97103-2099.  CONTACT OFFICER
 SC1055'OF THE DAY PHONE 503-325-2378.  TONGUE POINT JOB CORPS CENTER MANAGER
 SC1055'IS GEORGE SABOL, PHONE 503-325-2131 EXTENSION 115.  TO REACH THE
 SC1055'STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND 16TH STREET IN
 SC1055'ASTORIA, GO EAST ON HIGHWAY 30 FOR 4.7 KM (2.90 MI) TO MARITIME ROAD
 SC1055'ON THE LEFT.  TURN LEFT, NORTH, ON MARITIME ROAD FOR 1.0 KM (0.60 MI)
 SC1055'TO A SECURITY BOOTH FOR THE JOB CORPS.  CONTINUE AHEAD ON MARITIME
 SC1055'ROAD FOR 0.8 KM (0.50 MI) TO A Y-INTERSECTION WITH DRIVE LEADING TO
 SC1055'COAST GUARD BASE ON THE LEFT.  BEAR LEFT, NORTHERLY, PASSING THROUGH
 SC1055'GATES ON ENTRANCE DRIVE FOR 0.16 KM (0.10 MI) TO THE STATION ON THE
 SC1055'LEFT NEAR FLAGPOLE.  THE STATION IS A STANDARD DISK CEMENTED IN A
 SC1055'DRILL HOLE IN TOP OF THE CONCRETE SEAWALL.  IT IS 29.3 M (96.1 FT)
 SC1055'SOUTH-SOUTHWEST FROM THE SOUTHWEST CORNER OF BUILDING NUMBER 7, 31.0 M
 SC1055'(101.7 FT) WEST FROM THE CENTER OF THE ENTRANCE DRIVE, 4.7 M (15.4 FT)
 SC1055'WEST FROM THE EAST END OF THE SEAWALL, 0.5 M (1.6 FT) EAST FROM THE
 SC1055'FLAG POLE, AND 0.3 M (1.0 FT) ABOVE THE CONCRETE PIER DECK.
 SC1055
 SC1055                          STATION RECOVERY (1998)
 SC1055
 SC1055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 SC1055'RECOVERED AS DESCRIBED.
 SC1055
 SC1055                          STATION RECOVERY (2004)
 SC1055
 SC1055'RECOVERY NOTE BY US POWER SQUADRON 2004 (RH)
 SC1055'RECOVERED IN GOOD CONDITION.
 SC1055
 SC1055                          STATION RECOVERY (2005)
 SC1055
 SC1055'RECOVERY NOTE BY US POWER SQUADRON 2005 (DMJ)
 SC1055'RECOVERED IN GOOD CONDITION.
 SC1055
 SC1055                          STATION RECOVERY (2007)
 SC1055
 SC1055'RECOVERY NOTE BY US POWER SQUADRON 2007 (DJ)
 SC1055'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1054 ***********************************************************************
 SC1054  TIDAL BM    -  This is a Tidal Bench Mark.
 SC1054  DESIGNATION -  943 9040 TIDAL 13
 SC1054  PID         -  SC1054
 SC1054  STATE/COUNTY-  OR/CLATSOP
 SC1054  USGS QUAD   -  ASTORIA (1984)
 SC1054
 SC1054                         *CURRENT SURVEY CONTROL
 SC1054  ___________________________________________________________________
 SC1054* NAD 83(1986)-  46 12 27.     (N)    123 45 58.     (W)     SCALED    
 SC1054* NAVD 88     -         5.677  (meters)      18.63   (feet)  ADJUSTED  
 SC1054  ___________________________________________________________________
 SC1054  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 SC1054  DYNAMIC HT  -           5.678 (meters)      18.63  (feet)  COMP
 SC1054  MODELED GRAV-     980,713.6   (mgal)                       NAVD 88
 SC1054
 SC1054  VERT ORDER  -  FIRST     CLASS II
 SC1054
 SC1054.The horizontal coordinates were scaled from a topographic map and have
 SC1054.an estimated accuracy of +/- 6 seconds.
 SC1054
 SC1054.The orthometric height was determined by differential leveling
 SC1054.and adjusted in June 1991.
 SC1054
 SC1054.This Tidal Bench Mark is designated as VM 1073
 SC1054.by the Center for Operational Oceanographic Products and Services.
 SC1054
 SC1054.The geoid height was determined by GEOID03.
 SC1054
 SC1054.The dynamic height is computed by dividing the NAVD 88
 SC1054.geopotential number by the normal gravity value computed on the
 SC1054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC1054.degrees latitude (g = 980.6199 gals.).
 SC1054
 SC1054.The modeled gravity was interpolated from observed gravity values.
 SC1054
 SC1054;                    North         East    Units  Estimated Accuracy
 SC1054;SPC OR N     -   287,450.    2,248,000.      MT  (+/- 180 meters Scaled)
 SC1054
 SC1054                          SUPERSEDED SURVEY CONTROL
 SC1054
 SC1054.No superseded survey control is available for this station.
 SC1054
 SC1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS409173(NAD 83)
 SC1054_MARKER: DJ = TIDAL STATION DISK
 SC1054_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 SC1054+WITH SETTING: PAVEMENT
 SC1054_SP_SET: STEP
 SC1054_STAMPING: TIDAL 13 1964
 SC1054_MARK LOGO: CGS   
 SC1054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC1054+STABILITY: SURFACE MOTION
 SC1054_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC1054+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2007
 SC1054
 SC1054  HISTORY     - Date     Condition        Report By
 SC1054  HISTORY     - 1964     MONUMENTED       CGS
 SC1054  HISTORY     - 1987     GOOD             NGS
 SC1054  HISTORY     - 20040626 GOOD             USPSQD
 SC1054  HISTORY     - 20051120 GOOD             USPSQD
 SC1054  HISTORY     - 20070325 GOOD             USPSQD
 SC1054
 SC1054                          STATION DESCRIPTION
 SC1054
 SC1054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SC1054'6.5 KM (4.05 MI) EAST FROM ASTORIA.
 SC1054'4.7 KM (2.90 MI) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF
 SC1054'16TH STREET IN ASTORIA, THENCE 1.6 KM (1.00 MI) NORTHERLY ALONG
 SC1054'TONGUE POINT ROAD, THENCE 0.2 KM (0.10 MI) NORTH ALONG COAST GUARD
 SC1054'STREET, IN THE NORTH END OF THE FIRST STEP OF A FLIGHT OF STEPS
 SC1054'LEADING TO THE BARBER SHOP, 39.6 M (129.9 FT) NORTHEAST OF A
 SC1054'FLAGPOLE, 11.8 M (38.7 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF
 SC1054'BUILDING NUMBER 7, 3.6 M (11.8 FT) EAST OF THE CENTER OF THE STREET,
 SC1054'AND 0.1 M (0.3 FT) SOUTH OF THE NORTH END OF THE STEP.
 SC1054'THE MARK IS 0.1 M ABOVE THE STREET.
 SC1054
 SC1054                          STATION RECOVERY (2004)
 SC1054
 SC1054'RECOVERY NOTE BY US POWER SQUADRON 2004 (RH)
 SC1054'RECOVERED IN GOOD CONDITION.
 SC1054
 SC1054                          STATION RECOVERY (2005)
 SC1054
 SC1054'RECOVERY NOTE BY US POWER SQUADRON 2005 (DMJ)
 SC1054'RECOVERED IN GOOD CONDITION.
 SC1054
 SC1054                          STATION RECOVERY (2007)
 SC1054
 SC1054'RECOVERY NOTE BY US POWER SQUADRON 2007 (DJ)
 SC1054'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1052 ***********************************************************************
 SC1052  TIDAL BM    -  This is a Tidal Bench Mark.
 SC1052  DESIGNATION -  943 9040 TIDAL 14
 SC1052  PID         -  SC1052
 SC1052  STATE/COUNTY-  OR/CLATSOP
 SC1052  USGS QUAD   -  ASTORIA (1984)
 SC1052
 SC1052                         *CURRENT SURVEY CONTROL
 SC1052  ___________________________________________________________________
 SC1052* NAD 83(1986)-  46 12 20.     (N)    123 45 59.     (W)     SCALED    
 SC1052* NAVD 88     -         6.862  (meters)      22.51   (feet)  ADJUSTED  
 SC1052  ___________________________________________________________________
 SC1052  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 SC1052  DYNAMIC HT  -           6.863 (meters)      22.52  (feet)  COMP
 SC1052  MODELED GRAV-     980,713.2   (mgal)                       NAVD 88
 SC1052
 SC1052  VERT ORDER  -  FIRST     CLASS II
 SC1052
 SC1052.The horizontal coordinates were scaled from a topographic map and have
 SC1052.an estimated accuracy of +/- 6 seconds.
 SC1052
 SC1052.The orthometric height was determined by differential leveling
 SC1052.and adjusted in June 1991.
 SC1052
 SC1052.This Tidal Bench Mark is designated as VM 1074
 SC1052.by the Center for Operational Oceanographic Products and Services.
 SC1052
 SC1052.The geoid height was determined by GEOID03.
 SC1052
 SC1052.The dynamic height is computed by dividing the NAVD 88
 SC1052.geopotential number by the normal gravity value computed on the
 SC1052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC1052.degrees latitude (g = 980.6199 gals.).
 SC1052
 SC1052.The modeled gravity was interpolated from observed gravity values.
 SC1052
 SC1052;                    North         East    Units  Estimated Accuracy
 SC1052;SPC OR N     -   287,240.    2,247,970.      MT  (+/- 180 meters Scaled)
 SC1052
 SC1052                          SUPERSEDED SURVEY CONTROL
 SC1052
 SC1052.No superseded survey control is available for this station.
 SC1052
 SC1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS408171(NAD 83)
 SC1052_MARKER: DJ = TIDAL STATION DISK
 SC1052_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 SC1052+WITH SETTING: PAVEMENT
 SC1052_SP_SET: FIRE HYDRANT FOUNDATION
 SC1052_STAMPING: NO 14 1971
 SC1052_MARK LOGO: NOS   
 SC1052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC1052+STABILITY: SURFACE MOTION
 SC1052
 SC1052  HISTORY     - Date     Condition        Report By
 SC1052  HISTORY     - 1971     MONUMENTED       NOS
 SC1052  HISTORY     - 1987     GOOD             NGS
 SC1052  HISTORY     - 20040626 MARK NOT FOUND   USPSQD
 SC1052  HISTORY     - 20051120 MARK NOT FOUND   USPSQD
 SC1052
 SC1052                          STATION DESCRIPTION
 SC1052
 SC1052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SC1052'6.3 KM (3.90 MI) EAST FROM ASTORIA.
 SC1052'4.7 KM (2.90 MI) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF
 SC1052'16TH STREET IN ASTORIA, THENCE 1.6 KM (1.00 MI) NORTHERLY ALONG
 SC1052'TONGUE POINT ROAD, NEAR THE CENTER OF A 7 BY 7 FOOT CONCRETE
 SC1052'FOUNDATION FOR A FIRE HYDRANT, AT THE ENTRANCE ROAD TO THE U.S.
 SC1052'COAST GUARD STATION, 39.4 M (129.3 FT) NORTH OF THE CENTER OF THE
 SC1052'ROAD, 12.8 M (42.0 FT) EAST OF THE CENTER OF THE ENTRANCE ROAD, 12.4
 SC1052'M (40.7 FT) SOUTHWEST OF TIDAL MARK 943 9040 C TIDAL, 10.5 M (34.4
 SC1052'FT) SOUTH OF A FENCE, AND 1.0 M (3.3 FT) WEST OF THE FIRE HYDRANT.
 SC1052'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 SC1052
 SC1052                          STATION RECOVERY (2004)
 SC1052
 SC1052'RECOVERY NOTE BY US POWER SQUADRON 2004 (RH)
 SC1052'MARK NOT FOUND.
 SC1052
 SC1052                          STATION RECOVERY (2005)
 SC1052
 SC1052'RECOVERY NOTE BY US POWER SQUADRON 2005 (DMJ)
 SC1052'THERE ARE TWO NEWLY PLACED FIRE HYDRANTS WITHIN THE AREA, BUT COULD
 SC1052'NOT USE GPS COORDINATES TO LOCATE.  POSTED GPS COORDINATES PLACE THE
 SC1052'MARK LOCATION UNDER NEWER LOOKING CONCRETE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1049 ***********************************************************************
 SC1049  TIDAL BM    -  This is a Tidal Bench Mark.
 SC1049  DESIGNATION -  943 9040 TIDAL 15
 SC1049  PID         -  SC1049
 SC1049  STATE/COUNTY-  OR/CLATSOP
 SC1049  USGS QUAD   -  ASTORIA (1984)
 SC1049
 SC1049                         *CURRENT SURVEY CONTROL
 SC1049  ___________________________________________________________________
 SC1049* NAD 83(1986)-  46 12 14.     (N)    123 46 02.     (W)     SCALED    
 SC1049* NAVD 88     -        15.804  (meters)      51.85   (feet)  ADJUSTED  
 SC1049  ___________________________________________________________________
 SC1049  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 SC1049  DYNAMIC HT  -          15.806 (meters)      51.86  (feet)  COMP
 SC1049  MODELED GRAV-     980,712.9   (mgal)                       NAVD 88
 SC1049
 SC1049  VERT ORDER  -  FIRST     CLASS II
 SC1049
 SC1049.The horizontal coordinates were scaled from a topographic map and have
 SC1049.an estimated accuracy of +/- 6 seconds.
 SC1049
 SC1049.The orthometric height was determined by differential leveling
 SC1049.and adjusted in June 1991.
 SC1049
 SC1049.This Tidal Bench Mark is designated as VM 12564
 SC1049.by the Center for Operational Oceanographic Products and Services.
 SC1049
 SC1049.The geoid height was determined by GEOID03.
 SC1049
 SC1049.The dynamic height is computed by dividing the NAVD 88
 SC1049.geopotential number by the normal gravity value computed on the
 SC1049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC1049.degrees latitude (g = 980.6199 gals.).
 SC1049
 SC1049.The modeled gravity was interpolated from observed gravity values.
 SC1049
 SC1049;                    North         East    Units  Estimated Accuracy
 SC1049;SPC OR N     -   287,060.    2,247,900.      MT  (+/- 180 meters Scaled)
 SC1049
 SC1049                          SUPERSEDED SURVEY CONTROL
 SC1049
 SC1049.No superseded survey control is available for this station.
 SC1049
 SC1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS408169(NAD 83)
 SC1049_MARKER: DJ = TIDAL STATION DISK
 SC1049_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 SC1049_SP_SET: SIDEWALK
 SC1049_STAMPING: NO 15 1971
 SC1049_MARK LOGO: NOS   
 SC1049_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC1049_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC1049+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2007
 SC1049
 SC1049  HISTORY     - Date     Condition        Report By
 SC1049  HISTORY     - 1971     MONUMENTED       NOS
 SC1049  HISTORY     - 1987     GOOD             NGS
 SC1049  HISTORY     - 20040626 GOOD             USPSQD
 SC1049  HISTORY     - 20051120 GOOD             USPSQD
 SC1049  HISTORY     - 20070325 GOOD             USPSQD
 SC1049
 SC1049                          STATION DESCRIPTION
 SC1049
 SC1049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SC1049'6.0 KM (3.75 MI) EAST FROM ASTORIA.
 SC1049'4.7 KM (2.90 MI) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF
 SC1049'16TH STREET IN ASTORIA, THENCE 1.3 KM (0.80 MI) NORTHERLY ALONG
 SC1049'TONGUE POINT ROAD, IN THE NORTH END OF THE WEST CONCRETE SIDEWALK OF
 SC1049'A BRIDGE SPANNING THE BURLINGTON NORTHERN RAILROAD, 4.5 M (14.8 FT)
 SC1049'WEST OF THE CENTER OF THE ROAD, 0.2 M (0.7 FT) EAST OF THE NORTHEAST
 SC1049'CORNER OF THE WEST GUARDRAIL, AND 0.1 M (0.3 FT) SOUTH OF THE NORTH
 SC1049'END OF THE SIDEWALK.
 SC1049'THE MARK IS 0.3 M ABOVE THE ROAD.
 SC1049
 SC1049                          STATION RECOVERY (2004)
 SC1049
 SC1049'RECOVERY NOTE BY US POWER SQUADRON 2004 (RH)
 SC1049'RECOVERED IN GOOD CONDITION.
 SC1049
 SC1049                          STATION RECOVERY (2005)
 SC1049
 SC1049'RECOVERY NOTE BY US POWER SQUADRON 2005 (DMJ)
 SC1049'RECOVERED IN GOOD CONDITION.
 SC1049
 SC1049                          STATION RECOVERY (2007)
 SC1049
 SC1049'RECOVERY NOTE BY US POWER SQUADRON 2007 (DJ)
 SC1049'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1047 ***********************************************************************
 SC1047  TIDAL BM    -  This is a Tidal Bench Mark.
 SC1047  DESIGNATION -  943 9040 TIDAL 16
 SC1047  PID         -  SC1047
 SC1047  STATE/COUNTY-  OR/CLATSOP
 SC1047  USGS QUAD   -  ASTORIA (1984)
 SC1047
 SC1047                         *CURRENT SURVEY CONTROL
 SC1047  ___________________________________________________________________
 SC1047* NAD 83(1986)-  46 12 17.     (N)    123 46 02.     (W)     SCALED    
 SC1047* NAVD 88     -        19.725  (meters)      64.71   (feet)  ADJUSTED  
 SC1047  ___________________________________________________________________
 SC1047  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 SC1047  DYNAMIC HT  -          19.727 (meters)      64.72  (feet)  COMP
 SC1047  MODELED GRAV-     980,713.1   (mgal)                       NAVD 88
 SC1047
 SC1047  VERT ORDER  -  FIRST     CLASS II
 SC1047
 SC1047.The horizontal coordinates were scaled from a topographic map and have
 SC1047.an estimated accuracy of +/- 6 seconds.
 SC1047
 SC1047.The orthometric height was determined by differential leveling
 SC1047.and adjusted in June 1991.
 SC1047
 SC1047.This Tidal Bench Mark is designated as VM 1075
 SC1047.by the Center for Operational Oceanographic Products and Services.
 SC1047
 SC1047.The geoid height was determined by GEOID03.
 SC1047
 SC1047.The dynamic height is computed by dividing the NAVD 88
 SC1047.geopotential number by the normal gravity value computed on the
 SC1047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC1047.degrees latitude (g = 980.6199 gals.).
 SC1047
 SC1047.The modeled gravity was interpolated from observed gravity values.
 SC1047
 SC1047;                    North         East    Units  Estimated Accuracy
 SC1047;SPC OR N     -   287,150.    2,247,900.      MT  (+/- 180 meters Scaled)
 SC1047
 SC1047                          SUPERSEDED SURVEY CONTROL
 SC1047
 SC1047.No superseded survey control is available for this station.
 SC1047
 SC1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS408170(NAD 83)
 SC1047_MARKER: DJ = TIDAL STATION DISK
 SC1047_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 SC1047_SP_SET: SIDEWALK
 SC1047_STAMPING: NO 16 1971
 SC1047_MARK LOGO: NOS   
 SC1047_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC1047_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC1047+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2007
 SC1047
 SC1047  HISTORY     - Date     Condition        Report By
 SC1047  HISTORY     - 1971     MONUMENTED       NOS
 SC1047  HISTORY     - 1987     GOOD             NGS
 SC1047  HISTORY     - 20040626 GOOD             USPSQD
 SC1047  HISTORY     - 20051120 GOOD             USPSQD
 SC1047  HISTORY     - 20070325 GOOD             USPSQD
 SC1047
 SC1047                          STATION DESCRIPTION
 SC1047
 SC1047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SC1047'5.7 KM (3.55 MI) EAST FROM ASTORIA.
 SC1047'4.7 KM (2.90 MI) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF
 SC1047'16TH STREET IN ASTORIA, THENCE 1.0 KM (0.60 MI) NORTHERLY ALONG TONGE
 SC1047'POINT ROAD, IN THE SOUTHWEST CORNER OF A CONCRETE SIDEWALK LEADING TO
 SC1047'A SET OF STEPS, 16.6 M (54.5 FT) WEST OF THE CENTERLINE OF THE ROAD,
 SC1047'9.0 M (29.5 FT) NORTH OF A FIRE HYDRANT, 8.8 M (28.9 FT) SOUTHWEST OF
 SC1047'THE CENTER OF RIVER VIEW ROAD, AND 0.1 M (0.3 FT) EAST OF THE FIRST
 SC1047'STEP.
 SC1047'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 SC1047
 SC1047                          STATION RECOVERY (2004)
 SC1047
 SC1047'RECOVERY NOTE BY US POWER SQUADRON 2004 (RH)
 SC1047'RECOVERED IN GOOD CONDITION.
 SC1047
 SC1047                          STATION RECOVERY (2005)
 SC1047
 SC1047'RECOVERY NOTE BY US POWER SQUADRON 2005 (DMJ)
 SC1047'CAP COVERING MARK IS ON TIGHTLY, BUT LIFTS OFF WITH PRIBAR.  CAP IS
 SC1047'NOT THREADED.
 SC1047
 SC1047                          STATION RECOVERY (2007)
 SC1047
 SC1047'RECOVERY NOTE BY US POWER SQUADRON 2007 (DJ)
 SC1047'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC0481 ***********************************************************************
 SC0481  DESIGNATION -  943 9040 TIDAL 3
 SC0481  PID         -  SC0481
 SC0481  STATE/COUNTY-  OR/CLATSOP
 SC0481  USGS QUAD   -  ASTORIA (1984)
 SC0481
 SC0481                         *CURRENT SURVEY CONTROL
 SC0481  ___________________________________________________________________
 SC0481* NAD 83(1986)-  46 12 28.     (N)    123 45 59.     (W)     SCALED    
 SC0481* NAVD 88     -         5.768  (meters)      18.92   (feet)  POSTED    
 SC0481  ___________________________________________________________________
 SC0481  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 SC0481  DYNAMIC HT  -           5.770 (meters)      18.93  (feet)  COMP
 SC0481  MODELED GRAV-     980,713.6   (mgal)                       NAVD 88
 SC0481
 SC0481  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 SC0481
 SC0481.The horizontal coordinates were scaled from a topographic map and have
 SC0481.an estimated accuracy of +/- 6 seconds.
 SC0481
 SC0481.The orthometric height was determined by differential leveling
 SC0481.and adjusted by the  in 1992.
 SC0481.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 SC0481.rate greater than 8.0 mm/km.
 SC0481
 SC0481.The geoid height was determined by GEOID03.
 SC0481
 SC0481.The dynamic height is computed by dividing the NAVD 88
 SC0481.geopotential number by the normal gravity value computed on the
 SC0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0481.degrees latitude (g = 980.6199 gals.).
 SC0481
 SC0481.The modeled gravity was interpolated from observed gravity values.
 SC0481
 SC0481;                    North         East    Units  Estimated Accuracy
 SC0481;SPC OR N     -   287,490.    2,247,980.      MT  (+/- 180 meters Scaled)
 SC0481
 SC0481                          SUPERSEDED SURVEY CONTROL
 SC0481
 SC0481  NGVD 29 (??/??/92)    4.67   (m)           15.3    (f) COMPUTED    1 2
 SC0481
 SC0481.Superseded values are not recommended for survey control.
 SC0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0481.See file dsdata.txt to determine how the superseded data were derived.
 SC0481
 SC0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS408174(NAD 83)
 SC0481_MARKER: DJ = TIDAL STATION DISK
 SC0481_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SC0481_SP_SET: FOUNDATION
 SC0481_STAMPING: NO 3 1925
 SC0481_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SC0481
 SC0481  HISTORY     - Date     Condition        Report By
 SC0481  HISTORY     - 1925     MONUMENTED       CGS
 SC0481  HISTORY     - 1952     GOOD             NGS
 SC0481  HISTORY     - 1987     MARK NOT FOUND   NGS
 SC0481
 SC0481                          STATION DESCRIPTION
 SC0481
 SC0481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 SC0481'3 MI ENE FROM ASTORIA.
 SC0481'MARK IS AT COAST GUARD REPAIR BASE ON W SIDE OF TONGUE POINT.  IT IS
 SC0481'SET VERTICALLY IN 2 FOOT HIGH FOUNDATION WALL WITH CONCRETE CAP,
 SC0481'EXTENDING N AND S BEHIND (ON E SIDE OF) OFFICE AND SHOP BUILDING, 32
 SC0481'1/2 FEET NE OF NE CORNER OF OFFICE AND SHOP BUILDING, 8 FEET E OF
 SC0481'PROLONGATION OF E SIDE OF BUILDING AND ONE FOOT ABOVE CONCRETE
 SC0481'SURFACE.
 SC0481
 SC0481                          STATION RECOVERY (1987)
 SC0481
 SC0481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SC0481'THE CONCRETE WALL HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC0478 ***********************************************************************
 SC0478  TIDAL BM    -  This is a Tidal Bench Mark.
 SC0478  DESIGNATION -  943 9040 TIDAL 7
 SC0478  PID         -  SC0478
 SC0478  STATE/COUNTY-  OR/CLATSOP
 SC0478  USGS QUAD   -  ASTORIA (1984)
 SC0478
 SC0478                         *CURRENT SURVEY CONTROL
 SC0478  ___________________________________________________________________
 SC0478* NAD 83(1986)-  46 12 24.     (N)    123 45 58.     (W)     SCALED    
 SC0478* NAVD 88     -        10.553  (meters)      34.62   (feet)  ADJUSTED  
 SC0478  ___________________________________________________________________
 SC0478  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 SC0478  DYNAMIC HT  -          10.554 (meters)      34.63  (feet)  COMP
 SC0478  MODELED GRAV-     980,713.4   (mgal)                       NAVD 88
 SC0478
 SC0478  VERT ORDER  -  FIRST     CLASS II
 SC0478
 SC0478.The horizontal coordinates were scaled from a topographic map and have
 SC0478.an estimated accuracy of +/- 6 seconds.
 SC0478
 SC0478.The orthometric height was determined by differential leveling
 SC0478.and adjusted in June 1991.
 SC0478.WARNING-Repeat measurements at this control monument indicate possible
 SC0478.vertical movement.
 SC0478
 SC0478.This Tidal Bench Mark is designated as VM 1068
 SC0478.by the Center for Operational Oceanographic Products and Services.
 SC0478
 SC0478.The geoid height was determined by GEOID03.
 SC0478
 SC0478.The dynamic height is computed by dividing the NAVD 88
 SC0478.geopotential number by the normal gravity value computed on the
 SC0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0478.degrees latitude (g = 980.6199 gals.).
 SC0478
 SC0478.The modeled gravity was interpolated from observed gravity values.
 SC0478
 SC0478;                    North         East    Units  Estimated Accuracy
 SC0478;SPC OR N     -   287,360.    2,247,990.      MT  (+/- 180 meters Scaled)
 SC0478
 SC0478                          SUPERSEDED SURVEY CONTROL
 SC0478
 SC0478  NGVD 29 (??/??/92)    9.513  (m)           31.21   (f) ADJ UNCH    1 2
 SC0478
 SC0478.Superseded values are not recommended for survey control.
 SC0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0478.See file dsdata.txt to determine how the superseded data were derived.
 SC0478
 SC0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS409172(NAD 83)
 SC0478_MARKER: DJ = TIDAL STATION DISK
 SC0478_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 SC0478_SP_SET: RETAINING WALL
 SC0478_STAMPING: 7 1939
 SC0478_MARK LOGO: CGS   
 SC0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0478+STABILITY: SURFACE MOTION
 SC0478_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC0478+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2007
 SC0478
 SC0478  HISTORY     - Date     Condition        Report By
 SC0478  HISTORY     - 1939     MONUMENTED       CGS
 SC0478  HISTORY     - 1963     GOOD             NGS
 SC0478  HISTORY     - 1987     GOOD             NGS
 SC0478  HISTORY     - 20040626 GOOD             USPSQD
 SC0478  HISTORY     - 20051120 GOOD             USPSQD
 SC0478  HISTORY     - 20070325 GOOD             USPSQD
 SC0478
 SC0478                          STATION DESCRIPTION
 SC0478
 SC0478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SC0478'4 MI E FROM ASTORIA.
 SC0478'AT THE COAST GUARD REPAIR BASE ON THE WEST SIDE OF TONGUE POINT, IN
 SC0478'THE TOP OF THE SOUTHWEST CORNER OF THE CONCRETE RETAINING WALL AROUND
 SC0478'THE BASE COMMANDERS DWELLING, ABOUT 60 FEET EAST-SOUTHEAST OF THE
 SC0478'SOUTHEAST CORNER OF THE OFFICE AND SHOP BUILDING AND 3 1/2 FEET ABOVE
 SC0478'THE LEVEL OF THE ROAD.
 SC0478
 SC0478                          STATION RECOVERY (1987)
 SC0478
 SC0478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SC0478'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  4.7 KM
 SC0478'(2.90 MI) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF 16TH
 SC0478'STREET IN ASTORIA, THENCE 1.6 KM (1.00 MI) NORTHERLY ALONG TONGUE
 SC0478'POINT ROAD, THENCE 0.2 KM (0.10 MI) NORTH ALONG COAST GUARD STREET,
 SC0478'IN THE SOUTHWEST CORNER OF A CONCRETE RETAINING WALL SURROUNDING THE
 SC0478'OLD BASE COMMANDERS RESIDENCE, 14.0 M (45.9 FT) EAST OF THE CENTER OF
 SC0478'THE STREET, 8.9 M (29.2 FT) NORTHWEST OF THE NORTHWEST CORNER OF A
 SC0478'BARBER SHOP, 1.8 M (5.9 FT) EAST OF THE CENTER OF A DRIVEWAY LEADING
 SC0478'TO THE HOUSE.
 SC0478'THE MARK IS 1.0 M ABOVE THE DRIVEWAY.
 SC0478
 SC0478                          STATION RECOVERY (2004)
 SC0478
 SC0478'RECOVERY NOTE BY US POWER SQUADRON 2004 (RH)
 SC0478'RECOVERED IN GOOD CONDITION.
 SC0478
 SC0478                          STATION RECOVERY (2005)
 SC0478
 SC0478'RECOVERY NOTE BY US POWER SQUADRON 2005 (DMJ)
 SC0478'RECOVERED IN GOOD CONDITION.
 SC0478
 SC0478                          STATION RECOVERY (2007)
 SC0478
 SC0478'RECOVERY NOTE BY US POWER SQUADRON 2007 (DJ)
 SC0478'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC0479 ***********************************************************************
 SC0479  TIDAL BM    -  This is a Tidal Bench Mark.
 SC0479  DESIGNATION -  943 9040 TIDAL 8
 SC0479  PID         -  SC0479
 SC0479  STATE/COUNTY-  OR/CLATSOP
 SC0479  USGS QUAD   -  ASTORIA (1984)
 SC0479
 SC0479                         *CURRENT SURVEY CONTROL
 SC0479  ___________________________________________________________________
 SC0479* NAD 83(1986)-  46 12 27.     (N)    123 45 59.     (W)     SCALED    
 SC0479* NAVD 88     -         5.402  (meters)      17.72   (feet)  ADJUSTED  
 SC0479  ___________________________________________________________________
 SC0479  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 SC0479  DYNAMIC HT  -           5.402 (meters)      17.72  (feet)  COMP
 SC0479  MODELED GRAV-     980,713.6   (mgal)                       NAVD 88
 SC0479
 SC0479  VERT ORDER  -  FIRST     CLASS II
 SC0479
 SC0479.The horizontal coordinates were scaled from a topographic map and have
 SC0479.an estimated accuracy of +/- 6 seconds.
 SC0479
 SC0479.The orthometric height was determined by differential leveling
 SC0479.and adjusted in June 1991.
 SC0479.WARNING-Repeat measurements at this control monument indicate possible
 SC0479.vertical movement.
 SC0479
 SC0479.This Tidal Bench Mark is designated as VM 1069
 SC0479.by the Center for Operational Oceanographic Products and Services.
 SC0479
 SC0479.The geoid height was determined by GEOID03.
 SC0479
 SC0479.The dynamic height is computed by dividing the NAVD 88
 SC0479.geopotential number by the normal gravity value computed on the
 SC0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0479.degrees latitude (g = 980.6199 gals.).
 SC0479
 SC0479.The modeled gravity was interpolated from observed gravity values.
 SC0479
 SC0479;                    North         East    Units  Estimated Accuracy
 SC0479;SPC OR N     -   287,460.    2,247,980.      MT  (+/- 180 meters Scaled)
 SC0479
 SC0479                          SUPERSEDED SURVEY CONTROL
 SC0479
 SC0479  NGVD 29 (??/??/92)    4.409  (m)           14.47   (f) ADJ UNCH    1 2
 SC0479
 SC0479.Superseded values are not recommended for survey control.
 SC0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0479.See file dsdata.txt to determine how the superseded data were derived.
 SC0479
 SC0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS408173(NAD 83)
 SC0479_MARKER: DJ = TIDAL STATION DISK
 SC0479_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 SC0479_SP_SET: SIDEWALK
 SC0479_STAMPING: 8 1940
 SC0479_MARK LOGO: CGS   
 SC0479_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC0479_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC0479+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2007
 SC0479
 SC0479  HISTORY     - Date     Condition        Report By
 SC0479  HISTORY     - 1940     MONUMENTED       CGS
 SC0479  HISTORY     - 1963     GOOD             NGS
 SC0479  HISTORY     - 1987     GOOD             NGS
 SC0479  HISTORY     - 20040626 GOOD             USPSQD
 SC0479  HISTORY     - 20051120 GOOD             USPSQD
 SC0479  HISTORY     - 20070325 GOOD             USPSQD
 SC0479
 SC0479                          STATION DESCRIPTION
 SC0479
 SC0479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SC0479'4 MI E FROM ASTORIA.
 SC0479'AT THE COAST GUARD REPAIR BASE ON THE WEST SIDE OF TONGUE POINT, SET
 SC0479'IN THE SOUTHWEST CORNER OF THE CONCRETE STEP AT THE SOUTH END OF THE
 SC0479'OFFICE AND SHOP BUILDING, 4 1/2 FEET SOUTH OF THE SOUTH WALL OF THE
 SC0479'BUILDING AND 2 INCHES ABOVE THE LEVEL OF THE DOCK.
 SC0479
 SC0479                          STATION RECOVERY (1987)
 SC0479
 SC0479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SC0479'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  4.7 KM
 SC0479'(2.90 MI) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF 16TH
 SC0479'STREET IN ASTORIA, THENCE 1.6 KM (1.00 MI) NORTHERLY ALONG TONGUE
 SC0479'POINT ROAD, THENCE 0.2 KM (0.10 MI) NORTH ALONG COAST GUARD STREET,
 SC0479'IN THE SOUTHWEST CORNER OF A CONCRETE SIDEWALK LEADING TO THE SOUTH
 SC0479'ENTRANCE TO BUILDING NUMBER 7, 11.9 M (39.0 FT) WEST OF THE CENTER OF
 SC0479'THE STREET, 1.4 M (4.6 FT) SOUTH OF THE SOUTH FACE OF THE BUILDING,
 SC0479'0.2 M (0.7 FT) EAST OF THE WEST EDGE OF THE SIDEWALK, AND 0.2 M (0.7
 SC0479'FT) WEST OF THE CENTER OF THE ENTRANCE.
 SC0479'THE MARK IS ABOVE LEVEL WITH THE STREET.
 SC0479
 SC0479                          STATION RECOVERY (2004)
 SC0479
 SC0479'RECOVERY NOTE BY US POWER SQUADRON 2004 (RH)
 SC0479'RECOVERED IN GOOD CONDITION.
 SC0479
 SC0479                          STATION RECOVERY (2005)
 SC0479
 SC0479'RECOVERY NOTE BY US POWER SQUADRON 2005 (DMJ)
 SC0479'MARK HAS A VERY RECENT COAT OF GRAY PAINT, BUT WAS ABLE TO UNCOVER THE
 SC0479'DESIGNATION.
 SC0479
 SC0479                          STATION RECOVERY (2007)
 SC0479
 SC0479'RECOVERY NOTE BY US POWER SQUADRON 2007 (DJ)
 SC0479'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC0425 ***********************************************************************
 SC0425  DESIGNATION -  943 9091 TIDAL 1
 SC0425  PID         -  SC0425
 SC0425  STATE/COUNTY-  OR/CLATSOP
 SC0425  USGS QUAD   -  CATHLAMET (1985)
 SC0425
 SC0425                         *CURRENT SURVEY CONTROL
 SC0425  ___________________________________________________________________
 SC0425* NAD 83(1986)-  46 12 39.     (N)    123 27 42.     (W)     SCALED    
 SC0425* NAVD 88     -         6.473  (meters)      21.24   (feet)  POSTED    
 SC0425  ___________________________________________________________________
 SC0425  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 SC0425  DYNAMIC HT  -           6.470 (meters)      21.23  (feet)  COMP
 SC0425  MODELED GRAV-     980,729.7   (mgal)                       NAVD 88
 SC0425
 SC0425  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 SC0425
 SC0425.The horizontal coordinates were scaled from a topographic map and have
 SC0425.an estimated accuracy of +/- 6 seconds.
 SC0425
 SC0425.The orthometric height was determined by differential leveling
 SC0425.and adjusted by the  in 1992.
 SC0425.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 SC0425.rate of 2.1 thru 3.0 mm/km.
 SC0425
 SC0425.The geoid height was determined by GEOID03.
 SC0425
 SC0425.The dynamic height is computed by dividing the NAVD 88
 SC0425.geopotential number by the normal gravity value computed on the
 SC0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0425.degrees latitude (g = 980.6199 gals.).
 SC0425
 SC0425.The modeled gravity was interpolated from observed gravity values.
 SC0425
 SC0425;                    North         East    Units  Estimated Accuracy
 SC0425;SPC OR N     -   286,920.    2,271,490.      MT  (+/- 180 meters Scaled)
 SC0425
 SC0425                          SUPERSEDED SURVEY CONTROL
 SC0425
 SC0425  NGVD 29 (??/??/92)    5.466  (m)           17.93   (f) ADJ UNCH    1 2
 SC0425
 SC0425.Superseded values are not recommended for survey control.
 SC0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0425.See file dsdata.txt to determine how the superseded data were derived.
 SC0425
 SC0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS643175(NAD 83)
 SC0425_MARKER: DB = BENCH MARK DISK
 SC0425_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SC0425_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SC0425_STAMPING: 1 1936
 SC0425_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC0425
 SC0425  HISTORY     - Date     Condition        Report By
 SC0425  HISTORY     - 1936     MONUMENTED       CGS
 SC0425  HISTORY     - 1950     GOOD             NGS
 SC0425  HISTORY     - 1987     MARK NOT FOUND   NGS
 SC0425
 SC0425                          STATION DESCRIPTION
 SC0425
 SC0425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 SC0425'IN CLIFTON.
 SC0425'IN CLIFTON, ON THE SPOKANE, PORTLAND AND SEATTLE RAILWAY, 138.5 FEET
 SC0425'NORTHWEST OF THE SOUTHWEST CORNER OF THE STATION, 25 FEET NORTHEAST OF
 SC0425'THE CENTER LINE OF THE TRACK, AND AT A WHITE WOODEN POST STENCILED U S
 SC0425'B M.  THE DISK IS SET IN THE TOP OF A CONCRETE FILLED 5 INCH CAST IRON
 SC0425'SOIL PIPE, PROJECTING ABOUT 15 INCHES ABOVE GROUND.
 SC0425
 SC0425                          STATION RECOVERY (1987)
 SC0425
 SC0425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SC0425'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1086 ***********************************************************************
 SC1086  CBN         -  This is a Cooperative Base Network Control Station.
 SC1086  TIDAL BM    -  This is a Tidal Bench Mark.
 SC1086  DESIGNATION -  943 9099 A TIDAL
 SC1086  PID         -  SC1086
 SC1086  STATE/COUNTY-  OR/CLATSOP
 SC1086  USGS QUAD   -  CATHLAMET (1985)
 SC1086
 SC1086                         *CURRENT SURVEY CONTROL
 SC1086  ___________________________________________________________________
 SC1086* NAD 83(2007)-  46 09 41.71903(N)    123 24 31.91325(W)     ADJUSTED  
 SC1086* NAVD 88     -         4.250  (meters)      13.94   (feet)  ADJUSTED  
 SC1086  ___________________________________________________________________
 SC1086  EPOCH DATE  -        2007.00
 SC1086  X           -  -2,436,652.849 (meters)                     COMP
 SC1086  Y           -  -3,694,134.206 (meters)                     COMP
 SC1086  Z           -   4,577,693.732 (meters)                     COMP
 SC1086  LAPLACE CORR-           6.55  (seconds)                    DEFLEC99
 SC1086  ELLIP HEIGHT-         -17.139 (meters)          (02/10/07) ADJUSTED
 SC1086  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 SC1086  DYNAMIC HT  -           4.251 (meters)      13.95  (feet)  COMP
 SC1086
 SC1086  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 SC1086  Type    PID    Designation                      North   East  Ellip
 SC1086  -------------------------------------------------------------------
 SC1086  NETWORK SC1086 943 9099 A TIDAL                  0.76   0.61   1.63
 SC1086  -------------------------------------------------------------------
 SC1086  MODELED GRAV-     980,745.2   (mgal)                       NAVD 88
 SC1086
 SC1086  VERT ORDER  -  FIRST     CLASS II
 SC1086
 SC1086.The horizontal coordinates were established by GPS observations
 SC1086.and adjusted by the National Geodetic Survey in February 2007.
 SC1086
 SC1086.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 SC1086.See www.ngs.noaa.gov/NationalReadjustment for more information.
 SC1086.The horizontal coordinates are valid at the epoch date displayed above.
 SC1086.The epoch date for horizontal control is a decimal equivalence
 SC1086.of Year/Month/Day.
 SC1086
 SC1086.The orthometric height was determined by differential leveling
 SC1086.and adjusted in June 1991.
 SC1086
 SC1086.This Tidal Bench Mark is designated as VM 8891
 SC1086.by the Center for Operational Oceanographic Products and Services.
 SC1086
 SC1086.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SC1086
 SC1086.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1086
 SC1086.The ellipsoidal height was determined by GPS observations
 SC1086.and is referenced to NAD 83.
 SC1086
 SC1086.The geoid height was determined by GEOID03.
 SC1086
 SC1086.The dynamic height is computed by dividing the NAVD 88
 SC1086.geopotential number by the normal gravity value computed on the
 SC1086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC1086.degrees latitude (g = 980.6199 gals.).
 SC1086
 SC1086.The modeled gravity was interpolated from observed gravity values.
 SC1086
 SC1086;                    North         East     Units Scale Factor Converg.
 SC1086;SPC OR N     -   281,300.572 2,275,364.977   MT  1.00004512   -2 03 46.5
 SC1086;SPC OR N     -   922,902.14  7,465,108.19   iFT  1.00004512   -2 03 46.5
 SC1086;UTM  10      - 5,112,082.592   468,432.950   MT  0.99961225   -0 17 41.7
 SC1086
 SC1086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1086!SPC OR N     -   1.00000269  x   1.00004512  =   1.00004781
 SC1086!UTM  10      -   1.00000269  x   0.99961225  =   0.99961494
 SC1086
 SC1086                          SUPERSEDED SURVEY CONTROL
 SC1086
 SC1086  NAD 83(1998)-  46 09 41.71710(N)    123 24 31.91497(W) AD(       ) A
 SC1086  ELLIP H (03/21/00)  -17.129  (m)                       GP(       ) 3 2
 SC1086  NAD 83(1991)-  46 09 41.71517(N)    123 24 31.91742(W) AD(       ) B
 SC1086  ELLIP H (10/13/99)  -16.999  (m)                       GP(       ) 3 1
 SC1086  NAVD 88 (10/13/99)    4.25   (m)           13.9    (f) LEVELING    3  
 SC1086
 SC1086.Superseded values are not recommended for survey control.
 SC1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1086.See file dsdata.txt to determine how the superseded data were derived.
 SC1086
 SC1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS6843312083(NAD 83)
 SC1086_MARKER: DJ = TIDAL STATION DISK
 SC1086_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 SC1086_SP_SET: SET IN A RETAINING WALL
 SC1086_STAMPING: 9099 A 1981
 SC1086_MARK LOGO: NOS   
 SC1086_MAGNETIC: N = NO MAGNETIC MATERIAL
 SC1086_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SC1086_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC1086+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2003
 SC1086
 SC1086  HISTORY     - Date     Condition        Report By
 SC1086  HISTORY     - 1981     MONUMENTED       NOS
 SC1086  HISTORY     - 1987     GOOD             NGS
 SC1086  HISTORY     - 19980502 GOOD             ORION
 SC1086  HISTORY     - 19981030 GOOD             NGS
 SC1086  HISTORY     - 20030625 GOOD             USACE
 SC1086
 SC1086                          STATION DESCRIPTION
 SC1086
 SC1086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SC1086'39.6 KM (24.60 MI) EAST FROM ASRORIA.
 SC1086'37.8 KM (23.50 MI) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION
 SC1086'OF 16TH STREET IN ASTORIA, THENCE 0.7 KM (0.45 MI) NORTHWESTERLY
 SC1086'ALONG A PAVED ROAD, THENCE 0.6 KM (0.35 MI) NORTHEAST ALONG THE MAIN
 SC1086'ENTRANCE ROAD TO THE CROWN ZELLERBACH CORPORATION PAPER MILL, THENCE
 SC1086'0.5 KM (0.30 MI) NORTHWEST ALONG A PAVED ROAD, IN THE SOUTHWEST
 SC1086'CORNER OF THE RETAINING WALL OF THE MILL DOCK, 57.0 M (187.0 FT)
 SC1086'NORTHEAST OF THE CENTER OF THE ROAD, 14.7 M (48.2 FT) NORTHWEST OF
 SC1086'THE NORTHWEST CORNER OF THE BASE OF A LIGHT, 12.2 M (40.0 FT)
 SC1086'SOUTHEAST OF THE SOUTHEAST CORNER OF A PUMP HOUSE, AND 8.4 M (27.6
 SC1086'FT) EAST OF A UTILITY POLE.
 SC1086'THE MARK IS 0.3 M ABOVE THE ROAD.
 SC1086
 SC1086                          STATION RECOVERY (1998)
 SC1086
 SC1086'RECOVERY NOTE BY ORION GPS 1998 (JDP)
 SC1086'THE STATION IS LOCATED ABOUT 39.6 KM (24.60 MI) EAST OF ASTORIA, 3.4
 SC1086'KM (2.10 MI) NORTHWEST OF THE COMMUNITY OF WESTPORT, AT THE TRANSIT
 SC1086'SHED WEST DOCK OF THE WAUNA PAPER MILLS.  OWNERSHIP--FORT JAMES
 SC1086'CORPORATION, ROUTE 2 BOX 2185, CLATSKANIE, OR 97016.  CONTACT TANYA
 SC1086'BARR AT THE MILL AT LEAST TWO DAYS IN ADVANCE TO MAKE ARRANGEMENTS FOR
 SC1086'A VISITOR PASS, VEHICLE PASS, AND SHORT BRIEFING ON MILL SAFETY AND
 SC1086'EMERGENCY PROCEDURES UPON ARRIVAL AT THE MILL.  PHONE 503-455-3667.
 SC1086'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 OVER
 SC1086'PLYMPTON CREEK AT THE WESTERN TOWN LIMITS OF WESTPORT, GO WEST ON
 SC1086'HIGHWAY 30 FOR 3.0 KM (1.85 MI) TO THE EXIT RAMP FOR THE WAUNA MILL.
 SC1086'BEAR RIGHT, NORTHWEST, ON RAMP FOR 0.24 KM (0.15 MI) TO THE JUNCTION
 SC1086'WITH MILL ACCESS ROAD.  TURN RIGHT, NORTH, ON ACCESS ROAD FOR 0.08 KM
 SC1086'(0.05 MI) TO A FORK IN THE ROAD.  BEAR LEFT AND CONTINUE NORTH THEN
 SC1086'WEST ON THE MAIN PAVED ACCESS ROAD FOR 0.48 KM (0.30 MI) TO A SECURITY
 SC1086'CHECK POINT.  PASS THROUGH THE CHECK POINT AND CONTINUE WEST ON PAVED
 SC1086'ROAD FOR 0.48 KM (0.30 MI) TO WHERE ROAD TURNS SHARP RIGHT.  TURN
 SC1086'RIGHT AND CONTINUE NORTH ON PAVED ROAD FOR 0.48 KM (0.30 MI) TO A
 SC1086'LARGE PAVED PARKING AREA FOR TRACTOR TRAILER TRUCKS.  CONTINUE ACROSS
 SC1086'PARKING AREA FOR 0.08 KM (0.05 MI) TO ITS NORTHEAST CORNER AND A SHORT
 SC1086'HALF CIRCLE GRAVEL DRIVEWAY TO A LARGE WOODEN DOCK WITH RECTANGULAR
 SC1086'METAL BUILDING NEAR ITS NORTHWEST CORNER AND THE STATION IN THE
 SC1086'RETAINING WALL.  THE STATION IS A STANDARD NOS DISK SET FLUSH IN THE
 SC1086'WEST END OF A MASSIVE RETAINING WALL FOR THE DOCK.  IT IS 25.9 M (85.0
 SC1086'FT) WEST-NORTHWEST FROM A METAL LIGHT POLE WITH FOUR FLOODLIGHTS, 16.2
 SC1086'M (53.1 FT) SOUTHWEST FROM THE CENTER OF A DOOR IN THE RECTANGULAR
 SC1086'METAL BUILDING, 14.5 M (47.6 FT) EAST-NORTHEAST FROM THE MIDDLE ONE OF
 SC1086'THREE WATER VALVES NUMBER 5.16, 0.5 M (1.6 FT) NORTHWEST FROM A LARGE
 SC1086'HORIZONTAL PIPE, AND 0.3 M (1.0 FT) EAST FROM THE WEST END OF THE
 SC1086'RETAINING WALL.
 SC1086
 SC1086                          STATION RECOVERY (1998)
 SC1086
 SC1086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 SC1086'THE STATION IS LOCATED ABOUT 25.0 MILES (40.2 KM) EAST OF ASTORIA
 SC1086'OREGON, 25.0 MILES (40.2 KM) WEST OF RAINIER OREGON, AND 4.0 MILES
 SC1086'(6.4 KM) SOUTH-SOUTHEAST OF CATHLAMET WASHINGTON.  AT THE FORT JAMES
 SC1086'CORPORATION PAPER MILL, RT 2 BOX 2185 CLASTSKANIE, OREGON 97016, PHONE
 SC1086'503-455-3451.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 SC1086'30, AND OREGON STATE HIGHWAY 47, IN CLATSKANIE OREGON.  GO WESTERLY ON
 SC1086'U.S.  HIGHWAY 30, FOR 6.3 MILES, (10.1 KM) TO THE FLASHING LIGHT IN
 SC1086'WOODSON, OREGON.  CONTINUE WESTERLY FOR 2.5 MILES, (4.0 KM) TO OLD
 SC1086'MILL TOWN ROAD IN WESTPORT, OREGON.  CONTINUE WESTERLY ON U.S.
 SC1086'HIGHWAY 30 FOR 2.3 MILES (3.7 KM) TO THE WAUNA, EXIT.  EXIT ONTO THE
 SC1086'OFF RAMP, FOR 0.1 MILES (0.2 KM) TO A PAVED ROAD.  TURN RIGHT ONTO
 SC1086'PAVED ROAD, FOR 0.3 MILES (0.5 KM) TO A GUARD HOUSE, CONTINUE AHEAD
 SC1086'FOR 0.3 MILES (0.5 KM) TO A RIGHT TURN IN THE ROAD.  CONTINUE TO THE
 SC1086'RIGHT FOR 0.2 MILES (0.3 KM) TO A SET OF RAIL ROAD TRACKS.  CONTINUE
 SC1086'OVER THE TRACKS FOR 0.1 MILES (0.2 KM) TO THE END OF THE ROAD, AND THE
 SC1086'STATION AHEAD AND TO THE RIGHT.  THE STATION IS 25.7 METERS (84.3 FT)
 SC1086'WEST-NORTHWEST OF A STEEL LIGHT POLE, WITH 4 LIGHTS ON THE TOP, 19.3
 SC1086'METERS (63.3 FT) NORTH-NORTHEAST OF THE CENTER OF A ROAD, 18.8 METERS
 SC1086'(61.7 FT) EAST-NORTHEAST OF A POWER POLE, 16.2 METERS (53.1 FT) NORTH
 SC1086'OF THE MOST EASTERLY OF 3, 3.0 FEET (0.9 M) HIGH WATER VALVES, 15.9
 SC1086'METERS (52.2 FT) WEST OF A ABOVE THE GROUND WATER PIPE GOING INTO THE
 SC1086'GROUND AT THE STATION, AND FLUSH WITH THE GROUND.
 SC1086
 SC1086                          STATION RECOVERY (2003)
 SC1086
 SC1086'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (CLB)
 SC1086'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1085 ***********************************************************************
 SC1085  DESIGNATION -  943 9099 B TIDAL
 SC1085  PID         -  SC1085
 SC1085  STATE/COUNTY-  OR/CLATSOP
 SC1085  USGS QUAD   -  CATHLAMET (1985)
 SC1085
 SC1085                         *CURRENT SURVEY CONTROL
 SC1085  ___________________________________________________________________
 SC1085* NAD 83(1986)-  46 09 37.     (N)    123 24 30.     (W)     SCALED    
 SC1085* NAVD 88     -         4.468  (meters)      14.66   (feet)  ADJUSTED  
 SC1085  ___________________________________________________________________
 SC1085  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 SC1085  DYNAMIC HT  -           4.469 (meters)      14.66  (feet)  COMP
 SC1085  MODELED GRAV-     980,745.3   (mgal)                       NAVD 88
 SC1085
 SC1085  VERT ORDER  -  FIRST     CLASS II
 SC1085
 SC1085.The horizontal coordinates were scaled from a topographic map and have
 SC1085.an estimated accuracy of +/- 6 seconds.
 SC1085
 SC1085.The orthometric height was determined by differential leveling
 SC1085.and adjusted in June 1991.
 SC1085
 SC1085.The geoid height was determined by GEOID03.
 SC1085
 SC1085.The dynamic height is computed by dividing the NAVD 88
 SC1085.geopotential number by the normal gravity value computed on the
 SC1085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC1085.degrees latitude (g = 980.6199 gals.).
 SC1085
 SC1085.The modeled gravity was interpolated from observed gravity values.
 SC1085
 SC1085;                    North         East    Units  Estimated Accuracy
 SC1085;SPC OR N     -   281,150.    2,275,400.      MT  (+/- 180 meters Scaled)
 SC1085
 SC1085                          SUPERSEDED SURVEY CONTROL
 SC1085
 SC1085.No superseded survey control is available for this station.
 SC1085
 SC1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS684119(NAD 83)
 SC1085_MARKER: DJ = TIDAL STATION DISK
 SC1085_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 SC1085_SP_SET: RETAINING WALL
 SC1085_STAMPING: 9099 B 1981
 SC1085_MARK LOGO: NOS   
 SC1085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC1085+STABILITY: SURFACE MOTION
 SC1085
 SC1085  HISTORY     - Date     Condition        Report By
 SC1085  HISTORY     - 1981     MONUMENTED       NOS
 SC1085  HISTORY     - 1987     GOOD             NGS
 SC1085
 SC1085                          STATION DESCRIPTION
 SC1085
 SC1085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SC1085'39.5 KM (24.55 MI) EAST FROM ASRORIA.
 SC1085'37.8 KM (23.50 MI) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION
 SC1085'OF 16TH STREET IN ASTORIA, THENCE 0.7 KM (0.45 MI) NORTHWESTERLY
 SC1085'ALONG A PAVED ROAD, THENCE 0.6 KM (0.35 MI) NORTHEAST ALONG THE MAIN
 SC1085'ENTRANCE ROAD TO THE CROWN ZELLERBACH CORPORATION PAPER MILL, THENCE
 SC1085'0.4 KM (0.25 MI) NORTHWEST ALONG A PAVED ROAD, IN THE NORTHWEST
 SC1085'CORNER OF A CONCRETE RETAINING WALL FOR A WELL PUMP AT THE TRANSIT
 SC1085'SHED MAREHOUSE, 42.0 M (137.8 FT) NORTHEAST OF THE CENTER OF THE
 SC1085'ROAD, 36.0 M (118.1 FT) NORTHEAST OF THE SOUTHWEST CORNER OF THE
 SC1085'WAREHOUSE, 4.5 M (14.8 FT) NORTHEAST OF FIRE HYDRANT NUMBER P-20 D,
 SC1085'1.4 M (4.6 FT) NORTHWEST OF THE NORTHWEST FACE OF THE WAREHOUSE, AND
 SC1085'0.4 M (1.3 FT) SOUTHEAST OF A YELLOW WARNING POST.
 SC1085'THE MARK IS 0.3 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1083 ***********************************************************************
 SC1083  TIDAL BM    -  This is a Tidal Bench Mark.
 SC1083  DESIGNATION -  943 9099 C TIDAL
 SC1083  PID         -  SC1083
 SC1083  STATE/COUNTY-  OR/CLATSOP
 SC1083  USGS QUAD   -  CATHLAMET (1985)
 SC1083
 SC1083                         *CURRENT SURVEY CONTROL
 SC1083  ___________________________________________________________________
 SC1083* NAD 83(1986)-  46 09 36.     (N)    123 24 27.     (W)     SCALED    
 SC1083* NAVD 88     -         4.293  (meters)      14.08   (feet)  ADJUSTED  
 SC1083  ___________________________________________________________________
 SC1083  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 SC1083  DYNAMIC HT  -           4.294 (meters)      14.09  (feet)  COMP
 SC1083  MODELED GRAV-     980,745.7   (mgal)                       NAVD 88
 SC1083
 SC1083  VERT ORDER  -  FIRST     CLASS II
 SC1083
 SC1083.The horizontal coordinates were scaled from a topographic map and have
 SC1083.an estimated accuracy of +/- 6 seconds.
 SC1083
 SC1083.The orthometric height was determined by differential leveling
 SC1083.and adjusted in June 1991.
 SC1083
 SC1083.This Tidal Bench Mark is designated as VM 8892
 SC1083.by the Center for Operational Oceanographic Products and Services.
 SC1083
 SC1083.The geoid height was determined by GEOID03.
 SC1083
 SC1083.The dynamic height is computed by dividing the NAVD 88
 SC1083.geopotential number by the normal gravity value computed on the
 SC1083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC1083.degrees latitude (g = 980.6199 gals.).
 SC1083
 SC1083.The modeled gravity was interpolated from observed gravity values.
 SC1083
 SC1083;                    North         East    Units  Estimated Accuracy
 SC1083;SPC OR N     -   281,120.    2,275,460.      MT  (+/- 180 meters Scaled)
 SC1083
 SC1083                          SUPERSEDED SURVEY CONTROL
 SC1083
 SC1083.No superseded survey control is available for this station.
 SC1083
 SC1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS685119(NAD 83)
 SC1083_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SC1083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC1083_SP_SET: CONCRETE POST
 SC1083_PROJECTION: RECESSED 40 CENTIMETERS
 SC1083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC1083+STABILITY: SURFACE MOTION
 SC1083
 SC1083  HISTORY     - Date     Condition        Report By
 SC1083  HISTORY     - UNK      MONUMENTED       LOCENG
 SC1083  HISTORY     - 1987     GOOD             NGS
 SC1083
 SC1083                          STATION DESCRIPTION
 SC1083
 SC1083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SC1083'39.4 KM (24.50 MI) EAST FROM ASRORIA.
 SC1083'37.8 KM (23.50 MI) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION
 SC1083'OF 16TH STREET IN ASTORIA, THENCE 0.7 KM (0.45 MI) NORTHWESTERLY
 SC1083'ALONG A PAVED ROAD, THENCE 0.6 KM (0.35 MI) NORTHEAST ALONG THE MAIN
 SC1083'ENTRANCE ROAD TO THE CROWN ZELLERBACH CORPORATION PAPER MILL, THENCE
 SC1083'0.3 KM (0.20 MI) NORTHWEST ALONG A PAVED ROAD, 61.0 M (200.1 FT)
 SC1083'SOUTH OF THE NORTHEAST CORNER OF TRANSIT SHED WAREHOUSE, 33.3 M
 SC1083'(109.3 FT) NORTHEAST OF THE NORTHEAST CORNER OF FIRE STATION NUMBER P
 SC1083'1802, 9.9 M (32.5 FT) NORTH OF THE SOUTHEAST CORNER OF THE MAREHOUSE,
 SC1083'AND 9.1 M (29.9 FT) NORTHEAST OF THE CENTER OF THE ROAD.
 SC1083'NOTE--ACCESS TO THE MARK IS THROUGH AN 8-INCH ROUND STEEL COVER
 SC1083'PAINTED ORANGE.  THE DISK IS UNSTAMPED AND WAS SET BY THE CROWN
 SC1083'ZELLERBACH CORPORATION.
 SC1083'THE MARK IS 0.2 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1082 ***********************************************************************
 SC1082  TIDAL BM    -  This is a Tidal Bench Mark.
 SC1082  DESIGNATION -  943 9099 D TIDAL
 SC1082  PID         -  SC1082
 SC1082  STATE/COUNTY-  OR/CLATSOP
 SC1082  USGS QUAD   -  CATHLAMET (1985)
 SC1082
 SC1082                         *CURRENT SURVEY CONTROL
 SC1082  ___________________________________________________________________
 SC1082* NAD 83(1986)-  46 09 29.     (N)    123 24 18.     (W)     SCALED    
 SC1082* NAVD 88     -         4.278  (meters)      14.04   (feet)  ADJUSTED  
 SC1082  ___________________________________________________________________
 SC1082  GEOID HEIGHT-         -21.33  (meters)                     GEOID03
 SC1082  DYNAMIC HT  -           4.279 (meters)      14.04  (feet)  COMP
 SC1082  MODELED GRAV-     980,747.0   (mgal)                       NAVD 88
 SC1082
 SC1082  VERT ORDER  -  FIRST     CLASS II
 SC1082
 SC1082.The horizontal coordinates were scaled from a topographic map and have
 SC1082.an estimated accuracy of +/- 6 seconds.
 SC1082
 SC1082.The orthometric height was determined by differential leveling
 SC1082.and adjusted in June 1991.
 SC1082
 SC1082.This Tidal Bench Mark is designated as VM 8893
 SC1082.by the Center for Operational Oceanographic Products and Services.
 SC1082
 SC1082.The geoid height was determined by GEOID03.
 SC1082
 SC1082.The dynamic height is computed by dividing the NAVD 88
 SC1082.geopotential number by the normal gravity value computed on the
 SC1082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC1082.degrees latitude (g = 980.6199 gals.).
 SC1082
 SC1082.The modeled gravity was interpolated from observed gravity values.
 SC1082
 SC1082;                    North         East    Units  Estimated Accuracy
 SC1082;SPC OR N     -   280,900.    2,275,650.      MT  (+/- 180 meters Scaled)
 SC1082
 SC1082                          SUPERSEDED SURVEY CONTROL
 SC1082
 SC1082.No superseded survey control is available for this station.
 SC1082
 SC1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS687116(NAD 83)
 SC1082_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SC1082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC1082_SP_SET: CONCRETE POST
 SC1082_PROJECTION: RECESSED 40 CENTIMETERS
 SC1082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC1082+STABILITY: SURFACE MOTION
 SC1082
 SC1082  HISTORY     - Date     Condition        Report By
 SC1082  HISTORY     - UNK      MONUMENTED       LOCENG
 SC1082  HISTORY     - 1987     GOOD             NGS
 SC1082
 SC1082                          STATION DESCRIPTION
 SC1082
 SC1082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SC1082'39.1 KM (24.30 MI) EAST FROM ASRORIA.
 SC1082'37.8 KM (23.50 MI) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION
 SC1082'OF 16TH STREET IN ASTORIA, THENCE 0.7 KM (0.45 MI) NORTHWESTERLY
 SC1082'ALONG A PAVED ROAD, THENCE 0.6 KM (0.35 MI) NORTHEAST ALONG THE MAIN
 SC1082'ENTRANCE ROAD TO THE CROWN ZELLERBACH CORPORATION PAPER MILL, 12.2 M
 SC1082'(40.0 FT) NORTHWEST OF THE CENTER OF A PAVED ROAD LEADING NORTHEAST
 SC1082'TO AN OIL DOCK, 3.9 M (12.8 FT) SOUTH OF A UTILITY POLE, 2.8 M (9.2
 SC1082'FT) SOUTHEAST OF THE EXTENDED CENTER OF THE ROAD, AND 1.6 M (5.2 FT)
 SC1082'NORTHEAST OF THE CENTER OF A PAVED ROAD.  NOTE--ACCESS TO THE MARK IS
 SC1082'THROUGH AN 8-INCH ROUND STEEL COVER PAINTED ORANGE.  THE DISK IS
 SC1082'UNSTAMPED AND WAS SET BY THE CROWN ZELLERBACH CORPORATION.
 SC1082'THE MARK IS 0.2 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1081 ***********************************************************************
 SC1081  DESIGNATION -  943 9099 E TIDAL
 SC1081  PID         -  SC1081
 SC1081  STATE/COUNTY-  OR/CLATSOP
 SC1081  USGS QUAD   -  CATHLAMET (1985)
 SC1081
 SC1081                         *CURRENT SURVEY CONTROL
 SC1081  ___________________________________________________________________
 SC1081* NAD 83(1986)-  46 09 23.     (N)    123 24 28.     (W)     SCALED    
 SC1081* NAVD 88     -         6.139  (meters)      20.14   (feet)  ADJUSTED  
 SC1081  ___________________________________________________________________
 SC1081  GEOID HEIGHT-         -21.33  (meters)                     GEOID03
 SC1081  DYNAMIC HT  -           6.140 (meters)      20.14  (feet)  COMP
 SC1081  MODELED GRAV-     980,745.6   (mgal)                       NAVD 88
 SC1081
 SC1081  VERT ORDER  -  FIRST     CLASS II
 SC1081
 SC1081.The horizontal coordinates were scaled from a topographic map and have
 SC1081.an estimated accuracy of +/- 6 seconds.
 SC1081
 SC1081.The orthometric height was determined by differential leveling
 SC1081.and adjusted in June 1991.
 SC1081
 SC1081.The geoid height was determined by GEOID03.
 SC1081
 SC1081.The dynamic height is computed by dividing the NAVD 88
 SC1081.geopotential number by the normal gravity value computed on the
 SC1081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC1081.degrees latitude (g = 980.6199 gals.).
 SC1081
 SC1081.The modeled gravity was interpolated from observed gravity values.
 SC1081
 SC1081;                    North         East    Units  Estimated Accuracy
 SC1081;SPC OR N     -   280,720.    2,275,430.      MT  (+/- 180 meters Scaled)
 SC1081
 SC1081                          SUPERSEDED SURVEY CONTROL
 SC1081
 SC1081.No superseded survey control is available for this station.
 SC1081
 SC1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS685115(NAD 83)
 SC1081_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SC1081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC1081_SP_SET: CONCRETE POST
 SC1081_PROJECTION: RECESSED 40 CENTIMETERS
 SC1081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC1081+STABILITY: SURFACE MOTION
 SC1081
 SC1081  HISTORY     - Date     Condition        Report By
 SC1081  HISTORY     - UNK      MONUMENTED       LOCENG
 SC1081  HISTORY     - 1987     GOOD             NGS
 SC1081
 SC1081                          STATION DESCRIPTION
 SC1081
 SC1081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SC1081'38.8 KM (24.10 MI) EAST FROM ASRORIA.
 SC1081'37.8 KM (23.50 MI) EASTERLY ALONG U.S HIGHWAY 30 FROM THE JUNCTION OF
 SC1081'16TH STREET IN ASTORIA, THENCE 0.7 KM (0.45 MI) NORTHWESTERLY ALONG A
 SC1081'PAVED ROAD, THENCE 0.3 KM (0.20 MI) NORTHEAST ALONG THE MAIN ENTRANCE
 SC1081'ROAD TO THE CROWN ZELLERBACH CORPORATION PAPER MILL, 39.0 M (128.0
 SC1081'FT) SOUTH-SOUTHWEST OF FIRE HYDRANT NUMBER 4, 5.0 M (16.4 FT)
 SC1081'NORTHEAST OF THE NEAR RAIL OF A BURLINGTON NORTHERN RAILROAD SPUR
 SC1081'TRACK, 3.1 M (10.2 FT) SOUTHEAST OF THE CENTER OF THE ROAD, AND 0.4 M
 SC1081'(1.3 FT) SOUTHWEST OF THE CENTER OF A PAVED ROAD LEADING SOUTHEAST.
 SC1081'NOTE--ACCESS TO THE MARK IS THROUGH AN 8-INCH ROUND STEEL COVER
 SC1081'PAINTED ORANGE.  THE DISK IS UNSTAMPED AND WAS SET BY THE CROWN
 SC1081'ZELLERBACH CORPORATION.
 SC1081'THE MARK IS 0.2 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1084 ***********************************************************************
 SC1084  TIDAL BM    -  This is a Tidal Bench Mark.
 SC1084  DESIGNATION -  943 9099 F TIDAL
 SC1084  PID         -  SC1084
 SC1084  STATE/COUNTY-  OR/CLATSOP
 SC1084  USGS QUAD   -  CATHLAMET (1985)
 SC1084
 SC1084                         *CURRENT SURVEY CONTROL
 SC1084  ___________________________________________________________________
 SC1084* NAD 83(1986)-  46 09 37.     (N)    123 24 33.     (W)     SCALED    
 SC1084* NAVD 88     -         5.739  (meters)      18.83   (feet)  ADJUSTED  
 SC1084  ___________________________________________________________________
 SC1084  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 SC1084  DYNAMIC HT  -           5.739 (meters)      18.83  (feet)  COMP
 SC1084  MODELED GRAV-     980,744.8   (mgal)                       NAVD 88
 SC1084
 SC1084  VERT ORDER  -  FIRST     CLASS II
 SC1084
 SC1084.The horizontal coordinates were scaled from a topographic map and have
 SC1084.an estimated accuracy of +/- 6 seconds.
 SC1084
 SC1084.The orthometric height was determined by differential leveling
 SC1084.and adjusted in June 1991.
 SC1084
 SC1084.This Tidal Bench Mark is designated as VM 16656
 SC1084.by the Center for Operational Oceanographic Products and Services.
 SC1084
 SC1084.The geoid height was determined by GEOID03.
 SC1084
 SC1084.The dynamic height is computed by dividing the NAVD 88
 SC1084.geopotential number by the normal gravity value computed on the
 SC1084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC1084.degrees latitude (g = 980.6199 gals.).
 SC1084
 SC1084.The modeled gravity was interpolated from observed gravity values.
 SC1084
 SC1084;                    North         East    Units  Estimated Accuracy
 SC1084;SPC OR N     -   281,160.    2,275,340.      MT  (+/- 180 meters Scaled)
 SC1084
 SC1084                          SUPERSEDED SURVEY CONTROL
 SC1084
 SC1084.No superseded survey control is available for this station.
 SC1084
 SC1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS684119(NAD 83)
 SC1084_MARKER: DJ = TIDAL STATION DISK
 SC1084_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 SC1084+WITH SETTING: PAVEMENT
 SC1084_SP_SET: DRYER FOUNDATION
 SC1084_STAMPING: 9099 F 1985
 SC1084_MARK LOGO: NOS   
 SC1084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC1084+STABILITY: SURFACE MOTION
 SC1084
 SC1084  HISTORY     - Date     Condition        Report By
 SC1084  HISTORY     - 1985     MONUMENTED       NOS
 SC1084  HISTORY     - 1987     GOOD             NGS
 SC1084
 SC1084                          STATION DESCRIPTION
 SC1084
 SC1084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SC1084'39.5 KM (24.55 MI) EAST FROM ASRORIA.
 SC1084'37.8 KM (23.50 MI) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION
 SC1084'OF 16TH STREET IN ASTORIA, THENCE 0.7 KM (0.45 MI) NORTHWESTERLY
 SC1084'ALONG A PAVED ROAD, THENCE 0.6 KM (0.35 MI) NORTHEAST ALONG THE MAIN
 SC1084'ENTRWNCE ROAD TO THE CROWN ZELLERBACH CORPORATION PAPER MILL, THENCE
 SC1084'0.4 KM (0.25 MI) NORTHWEST ALONG A PAVED ROAD IN THE NORTHWEST CORNER
 SC1084'OF THE CONCRETE FOUNDATION OF THE PULP DRYERS, 56.0 M (183.7 FT)
 SC1084'SOUTHWEST OF THE CENTER OF THE ROAD, 14.9 M (48.9 FT) NORTHWEST OF
 SC1084'THE NORTHWEST CORNER OF A METAL BUILDING, AND 2.2 M (7.2 FT)
 SC1084'NORTH-NORTHEAST OF A METAL SUPPORT POST.
 SC1084'THE MARK IS 0.6 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC0416 ***********************************************************************
 SC0416  DESIGNATION -  943 9099 TIDAL 3
 SC0416  PID         -  SC0416
 SC0416  STATE/COUNTY-  OR/CLATSOP
 SC0416  USGS QUAD   -  CATHLAMET (1985)
 SC0416
 SC0416                         *CURRENT SURVEY CONTROL
 SC0416  ___________________________________________________________________
 SC0416* NAD 83(1986)-  46 09 15.     (N)    123 24 14.     (W)     SCALED    
 SC0416* NAVD 88     -         5.705  (meters)      18.72   (feet)  POSTED    
 SC0416  ___________________________________________________________________
 SC0416  GEOID HEIGHT-         -21.32  (meters)                     GEOID03
 SC0416  DYNAMIC HT  -           5.710 (meters)      18.73  (feet)  COMP
 SC0416  MODELED GRAV-     980,747.2   (mgal)                       NAVD 88
 SC0416
 SC0416  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 SC0416
 SC0416.The horizontal coordinates were scaled from a topographic map and have
 SC0416.an estimated accuracy of +/- 6 seconds.
 SC0416
 SC0416.The orthometric height was determined by differential leveling
 SC0416.and adjusted by the  in 1992.
 SC0416.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 SC0416.rate of 1.1 thru 2.0 mm/km.
 SC0416
 SC0416.The geoid height was determined by GEOID03.
 SC0416
 SC0416.The dynamic height is computed by dividing the NAVD 88
 SC0416.geopotential number by the normal gravity value computed on the
 SC0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0416.degrees latitude (g = 980.6199 gals.).
 SC0416
 SC0416.The modeled gravity was interpolated from observed gravity values.
 SC0416
 SC0416;                    North         East    Units  Estimated Accuracy
 SC0416;SPC OR N     -   280,460.    2,275,720.      MT  (+/- 180 meters Scaled)
 SC0416
 SC0416                          SUPERSEDED SURVEY CONTROL
 SC0416
 SC0416  NGVD 29 (??/??/92)    4.70   (m)           15.4    (f) COMPUTED    1 2
 SC0416
 SC0416.Superseded values are not recommended for survey control.
 SC0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0416.See file dsdata.txt to determine how the superseded data were derived.
 SC0416
 SC0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS688112(NAD 83)
 SC0416_MARKER: DB = BENCH MARK DISK
 SC0416_SETTING: 80 = SET IN A BOULDER
 SC0416_SP_SET: BOULDER
 SC0416_STAMPING: NO 3 1940
 SC0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0416+STABILITY: SURFACE MOTION
 SC0416
 SC0416  HISTORY     - Date     Condition        Report By
 SC0416  HISTORY     - 1940     MONUMENTED       CGS
 SC0416  HISTORY     - 1942     GOOD             NGS
 SC0416  HISTORY     - 1945     GOOD             NGS
 SC0416  HISTORY     - 1987     MARK NOT FOUND   NGS
 SC0416
 SC0416                          STATION DESCRIPTION
 SC0416
 SC0416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 SC0416'IN WAUNA.
 SC0416'A STANDARD DISC, STAMPED NO 3 1940, SET IN THE TOP OF A LARGE BOULDER
 SC0416'ABOUT 0.25 MILE SOUTHEAST OF CROSSETT WESTERN STORE AT WAUNA AND 29
 SC0416'1/2 FEET SOUTHEAST OF CENTERLINE OF RAILROAD CROSSING TO GEORGE H.
 SC0416'HAZEN RESIDENCE ON EAST SIDE OF RAILROAD TRACKS.  14 FEET EAST OF
 SC0416'CENTERLINE OF RAILROAD TRACKS.  8 1/2 FEET SOUTHEAST OF STEEL RAILROAD
 SC0416'SIGN 120 ON EAST SIDE OF TRACKS.  AND ABOUT 3 FEET ABOVE THE LEVEL OF
 SC0416'THE TRACKS.  MARK IS ABOUT 2 FEET NORTHWEST OF A 4 X 4 IN. X 2 FT.
 SC0416'WHITE PAINTED USBM MARKER POST.
 SC0416
 SC0416                          STATION RECOVERY (1945)
 SC0416
 SC0416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 SC0416'RECOVERED IN GOOD CONDITION.
 SC0416
 SC0416                          STATION RECOVERY (1987)
 SC0416
 SC0416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SC0416'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC0390 ***********************************************************************
 SC0390  DESIGNATION -  943 9141 TIDAL 1
 SC0390  PID         -  SC0390
 SC0390  STATE/COUNTY-  OR/COLUMBIA
 SC0390  USGS QUAD   -  OAK POINT (1985)
 SC0390
 SC0390                         *CURRENT SURVEY CONTROL
 SC0390  ___________________________________________________________________
 SC0390* NAD 83(1986)-  46 10 13.     (N)    123 09 14.     (W)     SCALED    
 SC0390* NAVD 88     -         4.865  (meters)      15.96   (feet)  ADJUSTED  
 SC0390  ___________________________________________________________________
 SC0390  GEOID HEIGHT-         -20.95  (meters)                     GEOID03
 SC0390  DYNAMIC HT  -           4.865 (meters)      15.96  (feet)  COMP
 SC0390  MODELED GRAV-     980,769.1   (mgal)                       NAVD 88
 SC0390
 SC0390  VERT ORDER  -  FIRST     CLASS II
 SC0390
 SC0390.The horizontal coordinates were scaled from a topographic map and have
 SC0390.an estimated accuracy of +/- 6 seconds.
 SC0390
 SC0390.The orthometric height was determined by differential leveling
 SC0390.and adjusted in June 1991.
 SC0390
 SC0390.The geoid height was determined by GEOID03.
 SC0390
 SC0390.The dynamic height is computed by dividing the NAVD 88
 SC0390.geopotential number by the normal gravity value computed on the
 SC0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0390.degrees latitude (g = 980.6199 gals.).
 SC0390
 SC0390.The modeled gravity was interpolated from observed gravity values.
 SC0390
 SC0390;                    North         East    Units  Estimated Accuracy
 SC0390;SPC OR N     -   281,590.    2,295,080.      MT  (+/- 180 meters Scaled)
 SC0390
 SC0390                          SUPERSEDED SURVEY CONTROL
 SC0390
 SC0390  NGVD 29 (??/??/92)    3.868  (m)           12.69   (f) ADJ UNCH    1 2
 SC0390
 SC0390.Superseded values are not recommended for survey control.
 SC0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0390.See file dsdata.txt to determine how the superseded data were derived.
 SC0390
 SC0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS881129(NAD 83)
 SC0390_MARKER: DB = BENCH MARK DISK
 SC0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SC0390_STAMPING: NO.1 LOC.
 SC0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0390+STABILITY: SURFACE MOTION
 SC0390
 SC0390  HISTORY     - Date     Condition        Report By
 SC0390  HISTORY     - UNK      MONUMENTED       CGS
 SC0390  HISTORY     - 1941     GOOD             NGS
 SC0390  HISTORY     - 1945     GOOD             NGS
 SC0390  HISTORY     - 1987     MARK NOT FOUND   NGS
 SC0390
 SC0390                          STATION DESCRIPTION
 SC0390
 SC0390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 SC0390'1.1 MI W FROM LOCODA STATION.
 SC0390'1.1 MILES WEST ALONG DIKE 0.3 MILE WEST OF LOCODA OR BRADBURY SCHOOL,
 SC0390'100 FEET SOUTH OF THE ONLY DOCK AND FISH HOUSE IN THE VICINITY, AT MR.
 SC0390'RYDINGS HOUSE, 12 FEET EAST OF THE NORTHWEST CORNER, 4 FEET SOUTH OF
 SC0390'THE FRONT ENTRANCE STEPS, 2 FEET NORTH OF THE NORTH WALL.
 SC0390
 SC0390                          STATION RECOVERY (1945)
 SC0390
 SC0390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 SC0390'RECOVERED IN GOOD CONDITION.
 SC0390
 SC0390                          STATION RECOVERY (1987)
 SC0390
 SC0390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SC0390'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0586 ***********************************************************************
 RD0586  TIDAL BM    -  This is a Tidal Bench Mark.
 RD0586  DESIGNATION -  943 9201 TIDAL 4
 RD0586  PID         -  RD0586
 RD0586  STATE/COUNTY-  OR/COLUMBIA
 RD0586  USGS QUAD   -  ST HELENS (1990)
 RD0586
 RD0586                         *CURRENT SURVEY CONTROL
 RD0586  ___________________________________________________________________
 RD0586* NAD 83(1986)-  45 51 57.     (N)    122 47 57.     (W)     SCALED    
 RD0586* NAVD 88     -        16.095  (meters)      52.80   (feet)  POSTED    
 RD0586  ___________________________________________________________________
 RD0586  GEOID HEIGHT-         -22.30  (meters)                     GEOID03
 RD0586  DYNAMIC HT  -          16.100 (meters)      52.82  (feet)  COMP
 RD0586  MODELED GRAV-     980,655.7   (mgal)                       NAVD 88
 RD0586
 RD0586  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 RD0586
 RD0586.The horizontal coordinates were scaled from a topographic map and have
 RD0586.an estimated accuracy of +/- 6 seconds.
 RD0586
 RD0586.The orthometric height was determined by differential leveling
 RD0586.and adjusted by the  in 1992.
 RD0586.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 RD0586.was located on a no-check spur therefore a value was not computed.
 RD0586.No vertical observational check was made to the station.
 RD0586
 RD0586.This Tidal Bench Mark is designated as VM 16662
 RD0586.by the Center for Operational Oceanographic Products and Services.
 RD0586
 RD0586.The geoid height was determined by GEOID03.
 RD0586
 RD0586.The dynamic height is computed by dividing the NAVD 88
 RD0586.geopotential number by the normal gravity value computed on the
 RD0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0586.degrees latitude (g = 980.6199 gals.).
 RD0586
 RD0586.The modeled gravity was interpolated from observed gravity values.
 RD0586
 RD0586;                    North         East    Units  Estimated Accuracy
 RD0586;SPC OR N     -   246,920.    2,321,500.      MT  (+/- 180 meters Scaled)
 RD0586
 RD0586                          SUPERSEDED SURVEY CONTROL
 RD0586
 RD0586  NGVD 29 (??/??/92)   15.060  (m)           49.41   (f) ADJ UNCH    1 2
 RD0586
 RD0586.Superseded values are not recommended for survey control.
 RD0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0586.See file dsdata.txt to determine how the superseded data were derived.
 RD0586
 RD0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER155791(NAD 83)
 RD0586_MARKER: DJ = TIDAL STATION DISK
 RD0586_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RD0586_SP_SET: SIDEWALK
 RD0586_STAMPING: NO 4 1940
 RD0586_MARK LOGO: CGS   
 RD0586_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0586_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD0586+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2006
 RD0586
 RD0586  HISTORY     - Date     Condition        Report By
 RD0586  HISTORY     - 1940     MONUMENTED       CGS
 RD0586  HISTORY     - 1941     GOOD             NGS
 RD0586  HISTORY     - 1984     GOOD             USPSQD
 RD0586  HISTORY     - 19890707 GOOD             LOCSUR
 RD0586  HISTORY     - 20010331 GOOD             NGS
 RD0586  HISTORY     - 20020114 GOOD             NGS
 RD0586  HISTORY     - 20050629 GOOD             USPSQD
 RD0586  HISTORY     - 20050702 GOOD             USPSQD
 RD0586  HISTORY     - 20060712 GOOD             USPSQD
 RD0586
 RD0586                          STATION DESCRIPTION
 RD0586
 RD0586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 RD0586'IN ST HELENS.
 RD0586'AT THE SOUTHEAST CORNER OF ST. HELENS AND FIRST STREETS, 8 INCHES FROM
 RD0586'CORNER OF BUILDING, IN CONCRETE WALK.
 RD0586
 RD0586                          STATION RECOVERY (1984)
 RD0586
 RD0586'RECOVERY NOTE BY US POWER SQUADRON 1984
 RD0586'RECOVERED IN GOOD CONDITION.
 RD0586
 RD0586                          STATION RECOVERY (1989)
 RD0586
 RD0586'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989
 RD0586'RECOVERED IN GOOD CONDITION.
 RD0586
 RD0586                          STATION RECOVERY (2001)
 RD0586
 RD0586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 RD0586'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 RD0586
 RD0586                          STATION RECOVERY (2002)
 RD0586
 RD0586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 RD0586'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 RD0586
 RD0586                          STATION RECOVERY (2005)
 RD0586
 RD0586'RECOVERY NOTE BY US POWER SQUADRON 2005 (SO)
 RD0586'RECOVERED IN GOOD CONDITION.
 RD0586
 RD0586                          STATION RECOVERY (2005)
 RD0586
 RD0586'RECOVERY NOTE BY US POWER SQUADRON 2005
 RD0586'RECOVERED IN GOOD CONDITION.
 RD0586
 RD0586                          STATION RECOVERY (2006)
 RD0586
 RD0586'RECOVERY NOTE BY US POWER SQUADRON 2006 (DM)
 RD0586'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0422 ***********************************************************************
 RD0422  DESIGNATION -  943 9216 TIDAL 1
 RD0422  PID         -  RD0422
 RD0422  STATE/COUNTY-  OR/MULTNOMAH
 RD0422  USGS QUAD   -  PORTLAND (1990)
 RD0422
 RD0422                         *CURRENT SURVEY CONTROL
 RD0422  ___________________________________________________________________
 RD0422* NAD 83(1986)-  45 36 47.     (N)    122 42 10.     (W)     SCALED    
 RD0422* NAVD 88     -        15.679  (meters)      51.44   (feet)  POSTED    
 RD0422  ___________________________________________________________________
 RD0422  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 RD0422  DYNAMIC HT  -          15.680 (meters)      51.44  (feet)  COMP
 RD0422  MODELED GRAV-     980,624.7   (mgal)                       NAVD 88
 RD0422
 RD0422  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 RD0422
 RD0422.The horizontal coordinates were scaled from a topographic map and have
 RD0422.an estimated accuracy of +/- 6 seconds.
 RD0422
 RD0422.The orthometric height was determined by differential leveling
 RD0422.and adjusted by the  in 1992.
 RD0422.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 RD0422.rate of 1.1 thru 2.0 mm/km.
 RD0422
 RD0422.The geoid height was determined by GEOID03.
 RD0422
 RD0422.The dynamic height is computed by dividing the NAVD 88
 RD0422.geopotential number by the normal gravity value computed on the
 RD0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0422.degrees latitude (g = 980.6199 gals.).
 RD0422
 RD0422.The modeled gravity was interpolated from observed gravity values.
 RD0422
 RD0422;                    North         East    Units  Estimated Accuracy
 RD0422;SPC OR N     -   218,630.    2,328,210.      MT  (+/- 180 meters Scaled)
 RD0422
 RD0422                          SUPERSEDED SURVEY CONTROL
 RD0422
 RD0422  NGVD 29 (??/??/92)   14.643  (m)           48.04   (f) ADJ UNCH    1 2
 RD0422
 RD0422.Superseded values are not recommended for survey control.
 RD0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0422.See file dsdata.txt to determine how the superseded data were derived.
 RD0422
 RD0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER231511(NAD 83)
 RD0422_MARKER: B = BOLT
 RD0422_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD0422_SP_SET: BASE
 RD0422_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0422
 RD0422  HISTORY     - Date     Condition        Report By
 RD0422  HISTORY     - UNK      MONUMENTED       CGS
 RD0422  HISTORY     - 1961     GOOD             NGS
 RD0422  HISTORY     - 1987     MARK NOT FOUND   NGS
 RD0422  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 RD0422
 RD0422                          STATION DESCRIPTION
 RD0422
 RD0422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RD0422'IN PORTLAND.
 RD0422'THIS IS A 5/8 INCH BOLT IN THE BASE OF THE FIRST SWITCH CONTROL BOX,
 RD0422'THE FIRST ONE SOUTH OF THE SOUTH END OF THE BRIDGE OVER NORTH PORTLAND
 RD0422'HARBOR, ON THE EAST SIDE OF THE TRACKS OF THE SPOKANE, PORTLAND AND
 RD0422'SEATTLE RAILWAY.
 RD0422
 RD0422                          STATION RECOVERY (1987)
 RD0422
 RD0422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD0422'NOT RECOVERED.
 RD0422
 RD0422                          STATION RECOVERY (1990)
 RD0422
 RD0422'RECOVERY NOTE BY US POWER SQUADRON 1990 (FV)
 RD0422'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0457 ***********************************************************************
 RD0457  DESIGNATION -  943 9221 TIDAL 2
 RD0457  PID         -  RD0457
 RD0457  STATE/COUNTY-  OR/MULTNOMAH
 RD0457  USGS QUAD   -  PORTLAND (1990)
 RD0457
 RD0457                         *CURRENT SURVEY CONTROL
 RD0457  ___________________________________________________________________
 RD0457* NAD 83(1986)-  45 31 02.     (N)    122 40 16.     (W)     SCALED    
 RD0457* NAVD 88     -        10.442  (meters)      34.26   (feet)  ADJUSTED  
 RD0457  ___________________________________________________________________
 RD0457  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 RD0457  DYNAMIC HT  -          10.442 (meters)      34.26  (feet)  COMP
 RD0457  MODELED GRAV-     980,629.4   (mgal)                       NAVD 88
 RD0457
 RD0457  VERT ORDER  -  FIRST     CLASS II
 RD0457
 RD0457.The horizontal coordinates were scaled from a topographic map and have
 RD0457.an estimated accuracy of +/- 6 seconds.
 RD0457
 RD0457.The orthometric height was determined by differential leveling
 RD0457.and adjusted in June 1991.
 RD0457
 RD0457.The geoid height was determined by GEOID03.
 RD0457
 RD0457.The dynamic height is computed by dividing the NAVD 88
 RD0457.geopotential number by the normal gravity value computed on the
 RD0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0457.degrees latitude (g = 980.6199 gals.).
 RD0457
 RD0457.The modeled gravity was interpolated from observed gravity values.
 RD0457
 RD0457;                    North         East    Units  Estimated Accuracy
 RD0457;SPC OR N     -   207,920.    2,330,400.      MT  (+/- 180 meters Scaled)
 RD0457
 RD0457                          SUPERSEDED SURVEY CONTROL
 RD0457
 RD0457  NGVD 29 (05/16/90)    9.371  (m)           30.74   (f) ADJUSTED    1 2
 RD0457
 RD0457.Superseded values are not recommended for survey control.
 RD0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0457.See file dsdata.txt to determine how the superseded data were derived.
 RD0457
 RD0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER256404(NAD 83)
 RD0457_MARKER: DB = BENCH MARK DISK
 RD0457_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RD0457_SP_SET: SIDEWALK
 RD0457_STAMPING: NO 2 1940
 RD0457_MARK LOGO: CGS   
 RD0457_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0457_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD0457+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2007
 RD0457
 RD0457  HISTORY     - Date     Condition        Report By
 RD0457  HISTORY     - 1940     MONUMENTED       CGS
 RD0457  HISTORY     - 1975     GOOD             NGS
 RD0457  HISTORY     - 1987     GOOD             NGS
 RD0457  HISTORY     - 1990     GOOD             USPSQD
 RD0457  HISTORY     - 19940420 MARK NOT FOUND   USPSQD
 RD0457  HISTORY     - 20010227 POOR             USPSQD
 RD0457  HISTORY     - 20041125 GOOD             USPSQD
 RD0457  HISTORY     - 20051127 GOOD             USPSQD
 RD0457  HISTORY     - 20070309 GOOD             USPSQD
 RD0457
 RD0457                          STATION DESCRIPTION
 RD0457
 RD0457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 RD0457'IN PORTLAND.
 RD0457'AT PORTLAND, ON THE WEST BANK OF THE WILLAMETTE RIVER, 200 FEET SOUTH
 RD0457'OF THE MORRISON BRIDGE, 17 FEET SOUTHEAST OF A LID TO A STORM SEWER, 2
 RD0457'FEET SOUTHWEST OF A LIGHT THAT IS ON TOP OF THE PARAPET, AND 0.5 FOOT
 RD0457'WEST OF THE PARAPET CEMENTED IN A DRILL HOLE IN THE SIDEWALK THAT
 RD0457'PARALLELS THE HARBOR WALL.
 RD0457
 RD0457                          STATION RECOVERY (1987)
 RD0457
 RD0457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD0457'RECOVERED IN GOOD CONDITION.
 RD0457
 RD0457                          STATION RECOVERY (1990)
 RD0457
 RD0457'RECOVERY NOTE BY US POWER SQUADRON 1990 (KRN)
 RD0457'RECOVERED IN GOOD CONDITION.
 RD0457
 RD0457                          STATION RECOVERY (1994)
 RD0457
 RD0457'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD0457'MARK NOT FOUND.
 RD0457
 RD0457                          STATION RECOVERY (2001)
 RD0457
 RD0457'RECOVERY NOTE BY US POWER SQUADRON 2001 (KPK)
 RD0457'BENCH MARK DISK FOUND AT LOCATION DESCRIBED.  STAMPING IN CENTER WAS
 RD0457'WORN OFF AND NO LONGER LEGIBLE.  STATION FOUND AT SOUTH BASE OF
 RD0457'STRUCTURE NUMBER 268 OF PARAPET.
 RD0457
 RD0457                          STATION RECOVERY (2004)
 RD0457
 RD0457'RECOVERY NOTE BY US POWER SQUADRON 2004 (RHC)
 RD0457'RECOVERED IN GOOD CONDITION.
 RD0457
 RD0457                          STATION RECOVERY (2005)
 RD0457
 RD0457'RECOVERY NOTE BY US POWER SQUADRON 2005 (RHC)
 RD0457'RECOVERED IN GOOD CONDITION.
 RD0457
 RD0457                          STATION RECOVERY (2007)
 RD0457
 RD0457'RECOVERY NOTE BY US POWER SQUADRON 2007 (RHC)
 RD0457'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0459 ***********************************************************************
 RD0459  DESIGNATION -  943 9221 TIDAL 3 RESET
 RD0459  PID         -  RD0459
 RD0459  STATE/COUNTY-  OR/MULTNOMAH
 RD0459  USGS QUAD   -  PORTLAND (1990)
 RD0459
 RD0459                         *CURRENT SURVEY CONTROL
 RD0459  ___________________________________________________________________
 RD0459* NAD 83(1986)-  45 31 02.     (N)    122 40 24.     (W)     SCALED    
 RD0459* NAVD 88     -        10.48   (+/-2cm)      34.4    (feet)  VERTCON   
 RD0459  ___________________________________________________________________
 RD0459  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 RD0459  VERT ORDER  -  THIRD (See Below)
 RD0459
 RD0459.The horizontal coordinates were scaled from a topographic map and have
 RD0459.an estimated accuracy of +/- 6 seconds.
 RD0459
 RD0459.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD0459.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD0459.The vertical order pertains to the NGVD 29 superseded value.
 RD0459
 RD0459.The geoid height was determined by GEOID03.
 RD0459
 RD0459;                    North         East    Units  Estimated Accuracy
 RD0459;SPC OR N     -   207,920.    2,330,220.      MT  (+/- 180 meters Scaled)
 RD0459
 RD0459                          SUPERSEDED SURVEY CONTROL
 RD0459
 RD0459  NGVD 29 (??/??/??)    9.42   (m)           30.9    (f) RESET       3  
 RD0459
 RD0459.Superseded values are not recommended for survey control.
 RD0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0459.See file dsdata.txt to determine how the superseded data were derived.
 RD0459
 RD0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER255404(NAD 83)
 RD0459_MARKER: DB = BENCH MARK DISK
 RD0459_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RD0459_SP_SET: CURB
 RD0459_STAMPING: NO 3 RESET 1963
 RD0459_MARK LOGO: CGS   
 RD0459_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0459
 RD0459  HISTORY     - Date     Condition        Report By
 RD0459  HISTORY     - 1963     MONUMENTED       CGS
 RD0459  HISTORY     - 19830106 GOOD             NGS
 RD0459  HISTORY     - 1987     MARK NOT FOUND   NGS
 RD0459  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 RD0459  HISTORY     - 19940420 GOOD             USPSQD
 RD0459  HISTORY     - 20010227 MARK NOT FOUND   USPSQD
 RD0459
 RD0459                          STATION DESCRIPTION
 RD0459
 RD0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 RD0459'IN PORTLAND.
 RD0459'AT PORTLAND, MULTNOMAH COUNTY, CEMENTED IN A DRILL HOLE IN THE CURB OF
 RD0459'THE CONCRETE SIDEWALK, 36 FEET NORTH OF THE CENTER OF SOUTHWEST
 RD0459'MORRISON STREET, 26 FEET EAST OF THE CENTER OF SOUTHWEST FIRST AVENUE
 RD0459'AND 18 FEET NORTHWEST OF A FIRE HYDRANT.  NO 3 RESET 1963 IS 72 FEET
 RD0459'NORTH OF THE OLD DISK STAMPED NO 3 1940, THAT WAS DESTROYED BY
 RD0459'CONSTRUCTION IN THE AREA.
 RD0459
 RD0459                          STATION RECOVERY (1983)
 RD0459
 RD0459'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RD0459'IN PORTLAND, IN THE CURB OF THE CONCRETE SIDEWALK, 36.0 FEET NORTH OF
 RD0459'THE CENTER OF SOUTHWEST MORRISON STREET, 26.0 FEET EAST OF THE CENTER
 RD0459'OF SOUTHWEST FIRST AVENUE, AND 18.0 FEET NORTHWEST OF A FIRE HYDRANT.
 RD0459
 RD0459                          STATION RECOVERY (1987)
 RD0459
 RD0459'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD0459'NOT RECOVERED.
 RD0459
 RD0459                          STATION RECOVERY (1989)
 RD0459
 RD0459'RECOVERY NOTE BY US POWER SQUADRON 1989 (FV)
 RD0459'MARK NOT FOUND.
 RD0459
 RD0459                          STATION RECOVERY (1994)
 RD0459
 RD0459'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD0459'RECOVERED IN GOOD CONDITION.
 RD0459
 RD0459                          STATION RECOVERY (2001)
 RD0459
 RD0459'RECOVERY NOTE BY US POWER SQUADRON 2001 (KPK)
 RD0459'A NEW BRICK SIDEWALK AND NEW CURBS HAVE BEEN BUILT AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1392 ***********************************************************************
 RD1392  DESIGNATION -  943 9333 TIDAL 1
 RD1392  PID         -  RD1392
 RD1392  STATE/COUNTY-  OR/MULTNOMAH
 RD1392  USGS QUAD   -  MULTNOMAH FALLS (1994)
 RD1392
 RD1392                         *CURRENT SURVEY CONTROL
 RD1392  ___________________________________________________________________
 RD1392* NAD 83(1986)-  45 36 45.     (N)    122 00 16.     (W)     SCALED    
 RD1392* NAVD 88     -        15.706  (meters)      51.53   (feet)  ADJUSTED  
 RD1392  ___________________________________________________________________
 RD1392  GEOID HEIGHT-         -21.87  (meters)                     GEOID03
 RD1392  DYNAMIC HT  -          15.705 (meters)      51.53  (feet)  COMP
 RD1392  MODELED GRAV-     980,573.9   (mgal)                       NAVD 88
 RD1392
 RD1392  VERT ORDER  -  FIRST     CLASS II
 RD1392
 RD1392.The horizontal coordinates were scaled from a topographic map and have
 RD1392.an estimated accuracy of +/- 6 seconds.
 RD1392
 RD1392.The orthometric height was determined by differential leveling
 RD1392.and adjusted in June 1991.
 RD1392
 RD1392.The geoid height was determined by GEOID03.
 RD1392
 RD1392.The dynamic height is computed by dividing the NAVD 88
 RD1392.geopotential number by the normal gravity value computed on the
 RD1392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1392.degrees latitude (g = 980.6199 gals.).
 RD1392
 RD1392.The modeled gravity was interpolated from observed gravity values.
 RD1392
 RD1392;                    North         East    Units  Estimated Accuracy
 RD1392;SPC OR N     -   217,320.    2,382,670.      MT  (+/- 180 meters Scaled)
 RD1392
 RD1392                          SUPERSEDED SURVEY CONTROL
 RD1392
 RD1392  NGVD 29 (??/??/92)   14.690  (m)           48.20   (f) ADJ UNCH    1 2
 RD1392
 RD1392.Superseded values are not recommended for survey control.
 RD1392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1392.See file dsdata.txt to determine how the superseded data were derived.
 RD1392
 RD1392_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER776514(NAD 83)
 RD1392_MARKER: DB = BENCH MARK DISK
 RD1392_SETTING: 66 = SET IN ROCK OUTCROP
 RD1392_SP_SET: ROCK OUTCROP
 RD1392_STAMPING: 1 1940
 RD1392_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RD1392+STABILITY: POSITION/ELEVATION WELL
 RD1392
 RD1392  HISTORY     - Date     Condition        Report By
 RD1392  HISTORY     - 1940     MONUMENTED       CGS
 RD1392  HISTORY     - 1942     GOOD             NGS
 RD1392  HISTORY     - 1987     MARK NOT FOUND   NGS
 RD1392
 RD1392                          STATION DESCRIPTION
 RD1392
 RD1392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 RD1392'0.25 MI NE FROM WARRENDALE.
 RD1392'A STANDARD DISC, STAMPED 1 1940, SET IN THE TOP OF A ROCK OUTCROP AT
 RD1392'THE OLD WARRENDALE CANNERY.  ABOUT 180 FEET NORTH OF THE UNION PACIFIC
 RD1392'RR TRACKS.  55 FEET SOUTH OF THE WARRENDALE CANNERY BUILDING. 32 FEET
 RD1392'NORTHWEST OF THE NORTHWEST CORNER OF A 10FT. X 12FT. SHED. 11 FEET
 RD1392'EAST OF A SMALL BELL TELEPHONE SYSTEM FUSE BOX.  ABOUT 4 INCHES ABOVE
 RD1392'THE GROUND LEVEL.  NOTE-- THE 1894 HIGH WATER FLOOD CAME TO THE PLACE
 RD1392'THIS MARK IS SET IN THIS ROCK.
 RD1392
 RD1392                          STATION RECOVERY (1987)
 RD1392
 RD1392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD1392'NOT RECOVERED.  ALL OF THE OLD BUILDINGS AND ROADS ARE GONE, AND THE
 RD1392'ENTIRE AREA IS OVERGROWN WITH THICK BRUSH.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1393 ***********************************************************************
 RD1393  DESIGNATION -  943 9333 TIDAL 4
 RD1393  PID         -  RD1393
 RD1393  STATE/COUNTY-  OR/MULTNOMAH
 RD1393  USGS QUAD   -  MULTNOMAH FALLS (1994)
 RD1393
 RD1393                         *CURRENT SURVEY CONTROL
 RD1393  ___________________________________________________________________
 RD1393* NAD 83(1986)-  45 36 45.     (N)    122 00 16.     (W)     SCALED    
 RD1393* NAVD 88     -        13.111  (meters)      43.02   (feet)  ADJUSTED  
 RD1393  ___________________________________________________________________
 RD1393  GEOID HEIGHT-         -21.87  (meters)                     GEOID03
 RD1393  DYNAMIC HT  -          13.111 (meters)      43.02  (feet)  COMP
 RD1393  MODELED GRAV-     980,573.9   (mgal)                       NAVD 88
 RD1393
 RD1393  VERT ORDER  -  FIRST     CLASS II
 RD1393
 RD1393.The horizontal coordinates were scaled from a topographic map and have
 RD1393.an estimated accuracy of +/- 6 seconds.
 RD1393
 RD1393.The orthometric height was determined by differential leveling
 RD1393.and adjusted in June 1991.
 RD1393
 RD1393.The geoid height was determined by GEOID03.
 RD1393
 RD1393.The dynamic height is computed by dividing the NAVD 88
 RD1393.geopotential number by the normal gravity value computed on the
 RD1393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1393.degrees latitude (g = 980.6199 gals.).
 RD1393
 RD1393.The modeled gravity was interpolated from observed gravity values.
 RD1393
 RD1393;                    North         East    Units  Estimated Accuracy
 RD1393;SPC OR N     -   217,320.    2,382,670.      MT  (+/- 180 meters Scaled)
 RD1393
 RD1393                          SUPERSEDED SURVEY CONTROL
 RD1393
 RD1393  NGVD 29 (??/??/92)   12.096  (m)           39.69   (f) ADJ UNCH    1 2
 RD1393
 RD1393.Superseded values are not recommended for survey control.
 RD1393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1393.See file dsdata.txt to determine how the superseded data were derived.
 RD1393
 RD1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER776514(NAD 83)
 RD1393_MARKER: DB = BENCH MARK DISK
 RD1393_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD1393_SP_SET: MONUMENT
 RD1393_STAMPING: 4 1940
 RD1393_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD1393
 RD1393  HISTORY     - Date     Condition        Report By
 RD1393  HISTORY     - 1940     MONUMENTED       CGS
 RD1393  HISTORY     - 1942     GOOD             NGS
 RD1393  HISTORY     - 1987     MARK NOT FOUND   NGS
 RD1393
 RD1393                          STATION DESCRIPTION
 RD1393
 RD1393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 RD1393'0.25 MI NE FROM WARRENDALE.
 RD1393'A STANDARD DISC, STAMPED 4 1940, SET IN THE TOP OF A CONCRETE MONUMENT
 RD1393'73 FEET EAST OF THE OLD WARRENDALE CANNERY BUILDING.  ABOUT 275 FEET
 RD1393'NORTH OF THE UNION PACIFIC RR. TRACKS.  17 FEET SOUTH OF THE HIGH BANK
 RD1393'OF THE COLUMBIA RIVER AND ON A SMALL KNOLL.  ABOUT 2 INCHES ABOVE THE
 RD1393'GROUND LEVEL.  AND 3 FEET WEST OF A 4IN. X 4IN. X 2FT. WHITE PAINTED
 RD1393'USBM MARKER POST.
 RD1393
 RD1393                          STATION RECOVERY (1987)
 RD1393
 RD1393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD1393'NOT RECOVERED.  ALL OF THE OLD BUILDINGS AND ROADS ARE GONE AND THE
 RD1393'ENTIRE AREA IS OVERGROWN WITH THICK BRUSH.
 RD1393'THE MARK IS 1.0 METERS  W FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0523 ***********************************************************************
 NZ0523  DESIGNATION -  945 B
 NZ0523  PID         -  NZ0523
 NZ0523  STATE/COUNTY-  OR/JOSEPHINE
 NZ0523  USGS QUAD   -  GRANTS PASS (1996)
 NZ0523
 NZ0523                         *CURRENT SURVEY CONTROL
 NZ0523  ___________________________________________________________________
 NZ0523* NAD 83(1986)-  42 25 42.     (N)    123 17 11.     (W)     SCALED    
 NZ0523* NAVD 88     -       289.664  (meters)     950.34   (feet)  ADJUSTED  
 NZ0523  ___________________________________________________________________
 NZ0523  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 NZ0523  DYNAMIC HT  -         289.563 (meters)     950.01  (feet)  COMP
 NZ0523  MODELED GRAV-     980,265.2   (mgal)                       NAVD 88
 NZ0523
 NZ0523  VERT ORDER  -  FIRST     CLASS II
 NZ0523
 NZ0523.The horizontal coordinates were scaled from a topographic map and have
 NZ0523.an estimated accuracy of +/- 6 seconds.
 NZ0523
 NZ0523.The orthometric height was determined by differential leveling
 NZ0523.and adjusted in June 1991.
 NZ0523
 NZ0523.The geoid height was determined by GEOID03.
 NZ0523
 NZ0523.The dynamic height is computed by dividing the NAVD 88
 NZ0523.geopotential number by the normal gravity value computed on the
 NZ0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0523.degrees latitude (g = 980.6199 gals.).
 NZ0523
 NZ0523.The modeled gravity was interpolated from observed gravity values.
 NZ0523
 NZ0523;                    North         East    Units  Estimated Accuracy
 NZ0523;SPC OR S     -    88,420.    1,270,750.      MT  (+/- 180 meters Scaled)
 NZ0523
 NZ0523                          SUPERSEDED SURVEY CONTROL
 NZ0523
 NZ0523  NGVD 29 (??/??/92)  288.671  (m)          947.08   (f) ADJ UNCH    1 2
 NZ0523
 NZ0523.Superseded values are not recommended for survey control.
 NZ0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0523.See file dsdata.txt to determine how the superseded data were derived.
 NZ0523
 NZ0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM764973(NAD 83)
 NZ0523_MARKER: P = PIPE CAP
 NZ0523_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NZ0523_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NZ0523_STAMPING: 945 B 1903
 NZ0523_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0523
 NZ0523  HISTORY     - Date     Condition        Report By
 NZ0523  HISTORY     - 1903     MONUMENTED       USGS
 NZ0523  HISTORY     - 1954     GOOD             NGS
 NZ0523  HISTORY     - 1987     MARK NOT FOUND   NGS
 NZ0523
 NZ0523                          STATION DESCRIPTION
 NZ0523
 NZ0523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NZ0523'2.0 MI E FROM GRANTS PASS.
 NZ0523'2.0 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 NZ0523'STATION AT GRANTS PASS, 0.3 MILE EAST OF MILEPOLE 472, 8 1/2 RAILS
 NZ0523'NORTHEAST OF CULVERT 471.72, AT PLYWOOD MILL YARD, 65 1/2 FEET
 NZ0523'NORTHEAST OF THE CENTER LINE OF A GRAVELED ROAD, 30.1 FEET SOUTHEAST
 NZ0523'OF THE SOUTHEAST RAIL OF A SIDE TRACK AT THE MILL, 27.3 FEET NORTHWEST
 NZ0523'OF THE NORTHWEST RAIL OF THE MAIN TRACK, 1.0 FOOT SOUTHWEST OF A
 NZ0523'WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE TRACK, FLUSH WITH THE
 NZ0523'GROUND, AND RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE.
 NZ0523
 NZ0523                          STATION RECOVERY (1987)
 NZ0523
 NZ0523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 NZ0523'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0663 ***********************************************************************
 NW0663  DESIGNATION -  95 FMK
 NW0663  PID         -  NW0663
 NW0663  STATE/COUNTY-  OR/MALHEUR
 NW0663  USGS QUAD   -  SCOTT RESERVOIR (1972)
 NW0663
 NW0663                         *CURRENT SURVEY CONTROL
 NW0663  ___________________________________________________________________
 NW0663* NAD 83(1986)-  42 51 20.     (N)    117 34 45.     (W)     SCALED    
 NW0663* NAVD 88     -      1182.271  (meters)    3878.83   (feet)  ADJUSTED  
 NW0663  ___________________________________________________________________
 NW0663  GEOID HEIGHT-         -18.00  (meters)                     GEOID03
 NW0663  DYNAMIC HT  -        1181.658 (meters)    3876.82  (feet)  COMP
 NW0663  MODELED GRAV-     980,061.3   (mgal)                       NAVD 88
 NW0663
 NW0663  VERT ORDER  -  SECOND    CLASS 0
 NW0663
 NW0663.The horizontal coordinates were scaled from a topographic map and have
 NW0663.an estimated accuracy of +/- 6 seconds.
 NW0663
 NW0663.The orthometric height was determined by differential leveling
 NW0663.and adjusted in August 1995.
 NW0663
 NW0663.The geoid height was determined by GEOID03.
 NW0663
 NW0663.The dynamic height is computed by dividing the NAVD 88
 NW0663.geopotential number by the normal gravity value computed on the
 NW0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0663.degrees latitude (g = 980.6199 gals.).
 NW0663
 NW0663.The modeled gravity was interpolated from observed gravity values.
 NW0663
 NW0663;                    North         East    Units  Estimated Accuracy
 NW0663;SPC OR S     -   136,230.    1,738,660.      MT  (+/- 180 meters Scaled)
 NW0663
 NW0663                          SUPERSEDED SURVEY CONTROL
 NW0663
 NW0663.No superseded survey control is available for this station.
 NW0663
 NW0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH526449(NAD 83)
 NW0663_MARKER: DB = BENCH MARK DISK
 NW0663_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0663_SP_SET: COPPER-CLAD STEEL ROD
 NW0663_STAMPING: 95 FMK 1968 3875
 NW0663_MARK LOGO: USGS  
 NW0663_PROJECTION: FLUSH
 NW0663_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0663_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0663_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0663+SATELLITE: SATELLITE OBSERVATIONS - 1968
 NW0663_ROD/PIPE-DEPTH: 3.05 meters
 NW0663
 NW0663  HISTORY     - Date     Condition        Report By
 NW0663  HISTORY     - 1968     MONUMENTED       USGS
 NW0663
 NW0663                          STATION DESCRIPTION
 NW0663
 NW0663'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 NW0663'FROM THE U.S. HIGHWAY 95 BRIDGE OVER THE OWYHEE RIVER AT ROME,
 NW0663'OREGON, PROCEED 2.9 MILES NORTHEAST ALONG U.S. HIGHWAY 95, 400 FEET
 NW0663'SOUTHWEST OF MILE POST 50, 104 FEET SOUTH OF THE CENTERLINE OF THE
 NW0663'HIGHWAY, 32 FEET SOUTH OF A POWER POLE, 1 FOOT NORTH OF A
 NW0663'RIGHT-OF-WAY FENCE, BENCH MARK IS ENCASED IN A 6 INCH BLACK FIBER
 NW0663'PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1932 ***********************************************************************
 RC1932  DESIGNATION -  95.0
 RC1932  PID         -  RC1932
 RC1932  STATE/COUNTY-  OR/HOOD RIVER
 RC1932  USGS QUAD   -  MT DEFIANCE (1994)
 RC1932
 RC1932                         *CURRENT SURVEY CONTROL
 RC1932  ___________________________________________________________________
 RC1932* NAD 83(1986)-  45 42 04.     (N)    121 37 35.     (W)     SCALED    
 RC1932* NAVD 88     -        29.987  (meters)      98.38   (feet)  ADJUSTED  
 RC1932  ___________________________________________________________________
 RC1932  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 RC1932  DYNAMIC HT  -          29.986 (meters)      98.38  (feet)  COMP
 RC1932  MODELED GRAV-     980,594.8   (mgal)                       NAVD 88
 RC1932
 RC1932  VERT ORDER  -  FIRST     CLASS II
 RC1932
 RC1932.The horizontal coordinates were scaled from a topographic map and have
 RC1932.an estimated accuracy of +/- 6 seconds.
 RC1932
 RC1932.The orthometric height was determined by differential leveling
 RC1932.and adjusted in June 1991.
 RC1932
 RC1932.The geoid height was determined by GEOID03.
 RC1932
 RC1932.The dynamic height is computed by dividing the NAVD 88
 RC1932.geopotential number by the normal gravity value computed on the
 RC1932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1932.degrees latitude (g = 980.6199 gals.).
 RC1932
 RC1932.The modeled gravity was interpolated from observed gravity values.
 RC1932
 RC1932;                    North         East    Units  Estimated Accuracy
 RC1932;SPC OR N     -   226,690.    2,412,290.      MT  (+/- 180 meters Scaled)
 RC1932
 RC1932                          SUPERSEDED SURVEY CONTROL
 RC1932
 RC1932.No superseded survey control is available for this station.
 RC1932
 RC1932_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR069617(NAD 83)
 RC1932_MARKER: DD = SURVEY DISK
 RC1932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC1932_SP_SET: CONCRETE POST
 RC1932_STAMPING: 95.0 1973
 RC1932_MARK LOGO: USE   
 RC1932_PROJECTION: FLUSH
 RC1932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1932+STABILITY: SURFACE MOTION
 RC1932
 RC1932  HISTORY     - Date     Condition        Report By
 RC1932  HISTORY     - 1973     MONUMENTED       USE
 RC1932  HISTORY     - 1987     GOOD             NGS
 RC1932
 RC1932                          STATION DESCRIPTION
 RC1932
 RC1932'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 RC1932'9.2 KM (5.70 MI) WEST FROM HOOD RIVER.
 RC1932'9.2 KM (5.70 MI) WEST ALONG INTERSTATE HIGHWAY 84 FROM THE SECOND
 RC1932'STREET OVERPASS IN HOOD RIVER, NORTHWEST AND ACROSS THE UNION PACIFIC
 RC1932'RAILROAD FROM THE HIGHWAY, 13.0 M (42.7 FT) NORTHWEST OF THE
 RC1932'NORTHWEST RAIL.
 RC1932'THE MARK IS 0.60 METERS  N FROM  A WITNESS POST
 RC1932'THE MARK IS 0.3 M BELOW THE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1180 ***********************************************************************
 RC1180  DESIGNATION -  954
 RC1180  PID         -  RC1180
 RC1180  STATE/COUNTY-  OR/WASCO
 RC1180  USGS QUAD   -  DANT (1962)
 RC1180
 RC1180                         *CURRENT SURVEY CONTROL
 RC1180  ___________________________________________________________________
 RC1180* NAD 83(1986)-  45 05 39.     (N)    121 07 32.     (W)     SCALED    
 RC1180* NAVD 88     -       291.862  (meters)     957.55   (feet)  ADJUSTED  
 RC1180  ___________________________________________________________________
 RC1180  GEOID HEIGHT-         -21.37  (meters)                     GEOID03
 RC1180  DYNAMIC HT  -         291.803 (meters)     957.36  (feet)  COMP
 RC1180  MODELED GRAV-     980,410.6   (mgal)                       NAVD 88
 RC1180
 RC1180  VERT ORDER  -  SECOND    CLASS 0
 RC1180
 RC1180.The horizontal coordinates were scaled from a topographic map and have
 RC1180.an estimated accuracy of +/- 6 seconds.
 RC1180
 RC1180.The orthometric height was determined by differential leveling
 RC1180.and adjusted in June 1991.
 RC1180
 RC1180.The geoid height was determined by GEOID03.
 RC1180
 RC1180.The dynamic height is computed by dividing the NAVD 88
 RC1180.geopotential number by the normal gravity value computed on the
 RC1180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1180.degrees latitude (g = 980.6199 gals.).
 RC1180
 RC1180.The modeled gravity was interpolated from observed gravity values.
 RC1180
 RC1180;                    North         East    Units  Estimated Accuracy
 RC1180;SPC OR N     -   158,820.    2,450,760.      MT  (+/- 180 meters Scaled)
 RC1180
 RC1180                          SUPERSEDED SURVEY CONTROL
 RC1180
 RC1180  NGVD 29 (??/??/92)  290.812  (m)          954.11   (f) ADJ UNCH    2 0
 RC1180
 RC1180.Superseded values are not recommended for survey control.
 RC1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1180.See file dsdata.txt to determine how the superseded data were derived.
 RC1180
 RC1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ474951(NAD 83)
 RC1180_MARKER: DB = BENCH MARK DISK
 RC1180_SETTING: 66 = SET IN ROCK OUTCROP
 RC1180_SP_SET: ROCK CUT
 RC1180_STAMPING: 954 ORE 1911
 RC1180_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RC1180+STABILITY: POSITION/ELEVATION WELL
 RC1180
 RC1180  HISTORY     - Date     Condition        Report By
 RC1180  HISTORY     - 1911     MONUMENTED       USGS
 RC1180  HISTORY     - 1934     GOOD             NGS
 RC1180  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 RC1180
 RC1180                          STATION DESCRIPTION
 RC1180
 RC1180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RC1180'7.0 MI S FROM MAUPIN.
 RC1180'7.0 MI. SOUTH ALONG OWRR AND N RY, FROM STATION.  ALONG THE RIGHT OF
 RC1180'WAY OF THE OREGON-WASHINGTON RAILROAD AND NAVIGATION CO., ABOUT 1 MILE
 RC1180'NORTH OF MCLENNON, 30 1/2 RAILS, APPROXIMATELY 336 YARDS SOUTH OF
 RC1180'MILEPOST 58, 250 FEET NORTH OF NORTH END OF THE FIRST TUNNEL SOUTH OF
 RC1180'MAUPIN, 8 FEET EAST OF TRACK, ON TOP OF ROCK SHELF IN CUT.
 RC1180
 RC1180                          STATION RECOVERY (1985)
 RC1180
 RC1180'RECOVERY NOTE BY US POWER SQUADRON 1985
 RC1180'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0610 ***********************************************************************
 NY0610  DESIGNATION -  96
 NY0610  PID         -  NY0610
 NY0610  STATE/COUNTY-  OR/KLAMATH
 NY0610  USGS QUAD   -  SUN PASS (1985)
 NY0610
 NY0610                         *CURRENT SURVEY CONTROL
 NY0610  ___________________________________________________________________
 NY0610* NAD 83(1986)-  42 50 57.     (N)    121 59 57.     (W)     SCALED    
 NY0610* NAVD 88     -      1664.726  (meters)    5461.69   (feet)  POSTED    
 NY0610  ___________________________________________________________________
 NY0610  GEOID HEIGHT-         -21.78  (meters)                     GEOID03
 NY0610  DYNAMIC HT  -        1663.700 (meters)    5458.32  (feet)  COMP
 NY0610  MODELED GRAV-     979,946.0   (mgal)                       NAVD 88
 NY0610
 NY0610  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 NY0610
 NY0610.The horizontal coordinates were scaled from a topographic map and have
 NY0610.an estimated accuracy of +/- 6 seconds.
 NY0610
 NY0610.The orthometric height was determined by differential leveling
 NY0610.and adjusted by the  in 1992.
 NY0610.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 NY0610.rate of 1.1 thru 2.0 mm/km.
 NY0610
 NY0610.The geoid height was determined by GEOID03.
 NY0610
 NY0610.The dynamic height is computed by dividing the NAVD 88
 NY0610.geopotential number by the normal gravity value computed on the
 NY0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0610.degrees latitude (g = 980.6199 gals.).
 NY0610
 NY0610.The modeled gravity was interpolated from observed gravity values.
 NY0610
 NY0610;                    North         East    Units  Estimated Accuracy
 NY0610;SPC OR S     -   132,450.    1,377,480.      MT  (+/- 180 meters Scaled)
 NY0610
 NY0610                          SUPERSEDED SURVEY CONTROL
 NY0610
 NY0610  NGVD 29 (??/??/92) 1663.370  (m)         5457.24   (f) ADJ UNCH    2 0
 NY0610
 NY0610.Superseded values are not recommended for survey control.
 NY0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0610.See file dsdata.txt to determine how the superseded data were derived.
 NY0610
 NY0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN817445(NAD 83)
 NY0610_MARKER: P = PIPE CAP
 NY0610_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NY0610_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NY0610_STAMPING: 96
 NY0610_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NY0610
 NY0610  HISTORY     - Date     Condition        Report By
 NY0610  HISTORY     - UNK      MONUMENTED       USGLO
 NY0610  HISTORY     - 1931     GOOD             NGS
 NY0610  HISTORY     - 1939     GOOD             NGS
 NY0610
 NY0610                          STATION DESCRIPTION
 NY0610
 NY0610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 NY0610'3.2 MI SE FROM LOST CREEK RANGER STATION.
 NY0610'ABOUT 3.2 MILES SOUTHEAST ALONG THE EAST ENTRANCE HIGHWAY FROM LOST
 NY0610'CREEK RANGER STATION, KLAMATH COUNTY, AT THE EAST ENTRANCE TO CRATER
 NY0610'LAKE NATIONAL PARK, ON THE BOUNDARY, AND 26.4 FEET NORTH OF SURVEY
 NY0610'STATION 639+11.1.  A UNITED STATES GENERAL LAND OFFICE STANDARD CAP,
 NY0610'STAMPED 96 AND FASTENED ON THE TOP OF AN IRON PIPE ENCASED IN
 NY0610'CONCRETE.
 NY0610
 NY0610                          STATION RECOVERY (1939)
 NY0610
 NY0610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939
 NY0610'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0493 ***********************************************************************
 NZ0493  DESIGNATION -  964
 NZ0493  PID         -  NZ0493
 NZ0493  STATE/COUNTY-  OR/JOSEPHINE
 NZ0493  USGS QUAD   -  WILDERVILLE (1996)
 NZ0493
 NZ0493                         *CURRENT SURVEY CONTROL
 NZ0493  ___________________________________________________________________
 NZ0493* NAD 83(1986)-  42 24 07.     (N)    123 26 51.     (W)     SCALED    
 NZ0493* NAVD 88     -       295.35   (+/-2cm)     969.0    (feet)  VERTCON   
 NZ0493  ___________________________________________________________________
 NZ0493  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 NZ0493  VERT ORDER  -  ? (See Below)
 NZ0493
 NZ0493.The horizontal coordinates were scaled from a topographic map and have
 NZ0493.an estimated accuracy of +/- 6 seconds.
 NZ0493
 NZ0493.The NAVD 88 height was computed by applying the VERTCON shift value to
 NZ0493.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NZ0493.The vertical order pertains to the NGVD 29 superseded value.
 NZ0493
 NZ0493.The geoid height was determined by GEOID03.
 NZ0493
 NZ0493;                    North         East    Units  Estimated Accuracy
 NZ0493;SPC OR S     -    85,950.    1,257,390.      MT  (+/- 180 meters Scaled)
 NZ0493
 NZ0493                          SUPERSEDED SURVEY CONTROL
 NZ0493
 NZ0493  NGVD 29 (??/??/92)  294.369  (m)          965.78   (f) ADJ UNCH    ?  
 NZ0493
 NZ0493.Superseded values are not recommended for survey control.
 NZ0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0493.See file dsdata.txt to determine how the superseded data were derived.
 NZ0493
 NZ0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM631945(NAD 83)
 NZ0493_MARKER: P = PIPE CAP
 NZ0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ0493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NZ0493_STAMPING: 965.049 B 1904
 NZ0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0493+STABILITY: SURFACE MOTION
 NZ0493
 NZ0493  HISTORY     - Date     Condition        Report By
 NZ0493  HISTORY     - 1904     MONUMENTED       USGS
 NZ0493  HISTORY     - 1961     GOOD             NGS
 NZ0493
 NZ0493                          STATION DESCRIPTION
 NZ0493
 NZ0493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 NZ0493'6.3 MI SW FROM GRANTS PASS.
 NZ0493'REACHED FROM THE INTERSECTION OF U.S. HIGHWAYS 99 AND 199, THAT IS AT
 NZ0493'THE SOUTH PART OF GRANTS PASS, GO WEST ON U.S. HIGHWAY 199 FOR ABOUT
 NZ0493'0.9 MILE THEN KEEP RIGHT ON THE OLD HIGHWAY AND FOLLOW IT FOR 5.4
 NZ0493'MILES.  WHEN THE NEW HIGHWAY IS COMPLETED, IT CAN BE FOLLOWED AND WILL
 NZ0493'BE A SHORTER DISTANCE.  THE BENCH MARK IS 0.35 MILE EAST OF THE
 NZ0493'REMAINS OF THE OLD HIGHWAY BRIDGE OVER APPLEGATE RIVER, 0.5 MILE NORTH
 NZ0493'OF THE NEW CONCRETE BRIDGE OVER APPLEGATE RIVER, 110 FEET WEST OF THE
 NZ0493'CENTER LINE OF THE HIGHWAY, 63 FEET SOUTH OF THE CENTER LINE OF THE
 NZ0493'OLD HIGHWAY, IN THE FENCE LINE, 1-FOOT SOUTH OF A METAL WITNESS POST.
 NZ0493'A STANDARD CAP RIVETED TO THE TOP OF A 3-1/2-INCH IRON PIPE SET IN A
 NZ0493'SQUARE CONCRETE POST, AND PROJECTING ABOUT 8-INCHES ABOVE GROUND. THIS
 NZ0493'IS 1.7 MILE NORTHEAST OF THE POST OFFICE AT WILDERVILLE, ALONG U.S.
 NZ0493'HIGHWAY 199.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0278 ***********************************************************************
 RC0278  DESIGNATION -  968
 RC0278  PID         -  RC0278
 RC0278  STATE/COUNTY-  OR/GILLIAM
 RC0278  USGS QUAD   -  SHUTLER FLAT (1964)
 RC0278
 RC0278                         *CURRENT SURVEY CONTROL
 RC0278  ___________________________________________________________________
 RC0278* NAD 83(1986)-  45 30 00.     (N)    120 10 31.     (W)     SCALED    
 RC0278* NAVD 88     -       296.10   (+/-2cm)     971.5    (feet)  VERTCON   
 RC0278  ___________________________________________________________________
 RC0278  GEOID HEIGHT-         -21.36  (meters)                     GEOID03
 RC0278  VERT ORDER  -  ? (See Below)
 RC0278
 RC0278.The horizontal coordinates were scaled from a topographic map and have
 RC0278.an estimated accuracy of +/- 6 seconds.
 RC0278
 RC0278.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC0278.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC0278.The vertical order pertains to the NGVD 29 superseded value.
 RC0278
 RC0278.The geoid height was determined by GEOID03.
 RC0278
 RC0278;                    North         East    Units  Estimated Accuracy
 RC0278;SPC OR N     -   203,780.    2,525,380.      MT  (+/- 180 meters Scaled)
 RC0278
 RC0278                          SUPERSEDED SURVEY CONTROL
 RC0278
 RC0278  NGVD 29 (??/??/92)  295.065  (m)          968.06   (f) ADJ UNCH    ?  
 RC0278
 RC0278.Superseded values are not recommended for survey control.
 RC0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0278.See file dsdata.txt to determine how the superseded data were derived.
 RC0278
 RC0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGR206423(NAD 83)
 RC0278_MARKER: B = BOLT
 RC0278_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RC0278_SP_SET: BRIDGE
 RC0278_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RC0278
 RC0278  HISTORY     - Date     Condition        Report By
 RC0278  HISTORY     - UNK      MONUMENTED       PG+E
 RC0278  HISTORY     - 1963     GOOD             NGS
 RC0278
 RC0278                          STATION DESCRIPTION
 RC0278
 RC0278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 RC0278'IN OLEX.
 RC0278'IN TOP OF THE WING WALL AT THE SOUTHWEST END OF BRIDGE NO. 5-17.03,
 RC0278'OVER ROCK CREEK, 79 FEET EAST OF THE ENTRANCE TO THE OLEX POST OFFICE,
 RC0278'15 FEET NORTH OF THE CENTER OF THE HIGHWAY AND 1 FOOT EAST OF BENCH
 RC0278'MARK P 40.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0277 ***********************************************************************
 RC0277  DESIGNATION -  969
 RC0277  PID         -  RC0277
 RC0277  STATE/COUNTY-  OR/GILLIAM
 RC0277  USGS QUAD   -  SHUTLER FLAT (1964)
 RC0277
 RC0277                         *CURRENT SURVEY CONTROL
 RC0277  ___________________________________________________________________
 RC0277* NAD 83(1986)-  45 30 00.     (N)    120 10 34.     (W)     SCALED    
 RC0277* NAVD 88     -       296.491  (meters)     972.74   (feet)  ADJUSTED  
 RC0277  ___________________________________________________________________
 RC0277  GEOID HEIGHT-         -21.36  (meters)                     GEOID03
 RC0277  DYNAMIC HT  -         296.461 (meters)     972.64  (feet)  COMP
 RC0277  MODELED GRAV-     980,509.2   (mgal)                       NAVD 88
 RC0277
 RC0277  VERT ORDER  -  FIRST     CLASS II
 RC0277
 RC0277.The horizontal coordinates were scaled from a topographic map and have
 RC0277.an estimated accuracy of +/- 6 seconds.
 RC0277
 RC0277.The orthometric height was determined by differential leveling
 RC0277.and adjusted in June 1991.
 RC0277
 RC0277.The geoid height was determined by GEOID03.
 RC0277
 RC0277.The dynamic height is computed by dividing the NAVD 88
 RC0277.geopotential number by the normal gravity value computed on the
 RC0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0277.degrees latitude (g = 980.6199 gals.).
 RC0277
 RC0277.The modeled gravity was interpolated from observed gravity values.
 RC0277
 RC0277;                    North         East    Units  Estimated Accuracy
 RC0277;SPC OR N     -   203,780.    2,525,310.      MT  (+/- 180 meters Scaled)
 RC0277
 RC0277                          SUPERSEDED SURVEY CONTROL
 RC0277
 RC0277  NGVD 29 (??/??/92)  295.450  (m)          969.32   (f) ADJ UNCH    1 2
 RC0277
 RC0277.Superseded values are not recommended for survey control.
 RC0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0277.See file dsdata.txt to determine how the superseded data were derived.
 RC0277
 RC0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGR206423(NAD 83)
 RC0277_MARKER: DD = SURVEY DISK
 RC0277_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RC0277_SP_SET: BRIDGE
 RC0277_STAMPING: 969 1927
 RC0277_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RC0277
 RC0277  HISTORY     - Date     Condition        Report By
 RC0277  HISTORY     - 1927     MONUMENTED       PG+E
 RC0277  HISTORY     - 1963     GOOD             NGS
 RC0277  HISTORY     - 20021008 MARK NOT FOUND   CH2M
 RC0277
 RC0277                          STATION DESCRIPTION
 RC0277
 RC0277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 RC0277'IN OLEX.
 RC0277'IN THE TOP OF THE WING WALL AT THE NORTHWEST CORNER OF BRIDGE NO.
 RC0277'5-17.03, OVER ROCK CREEK, 145 FEET EAST OF THE ENTRANCE TO THE OLEX
 RC0277'POST OFFICE, 11 FEET NORTHWEST OF THE CENTER OF THE HIGHWAY, 8 FEET
 RC0277'SOUTH OF THE NORTH END OF THE GUARD RAIL AND 1 FOOT ABOVE THE LEVEL OF
 RC0277'THE HIGHWAY.
 RC0277
 RC0277                          STATION RECOVERY (2002)
 RC0277
 RC0277'RECOVERY NOTE BY CH2M HILL INCORPORATED 2002 (TA)
 RC0277'WEST SIDE OF BRIDGE HAS BEEN MODIFIED SINCE POINT LAST DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0826 ***********************************************************************
 RC0826  DESIGNATION -  97.33
 RC0826  PID         -  RC0826
 RC0826  STATE/COUNTY-  OR/HOOD RIVER
 RC0826  USGS QUAD   -  WHITE SALMON (1994)
 RC0826
 RC0826                         *CURRENT SURVEY CONTROL
 RC0826  ___________________________________________________________________
 RC0826* NAD 83(1986)-  45 41 44.     (N)    121 27 22.     (W)     SCALED    
 RC0826* NAVD 88     -        30.728  (meters)     100.81   (feet)  ADJUSTED  
 RC0826  ___________________________________________________________________
 RC0826  GEOID HEIGHT-         -21.44  (meters)                     GEOID03
 RC0826  DYNAMIC HT  -          30.728 (meters)     100.81  (feet)  COMP
 RC0826  MODELED GRAV-     980,605.1   (mgal)                       NAVD 88
 RC0826
 RC0826  VERT ORDER  -  FIRST     CLASS II
 RC0826
 RC0826.The horizontal coordinates were scaled from a topographic map and have
 RC0826.an estimated accuracy of +/- 6 seconds.
 RC0826
 RC0826.The orthometric height was determined by differential leveling
 RC0826.and adjusted in June 1991.
 RC0826
 RC0826.The geoid height was determined by GEOID03.
 RC0826
 RC0826.The dynamic height is computed by dividing the NAVD 88
 RC0826.geopotential number by the normal gravity value computed on the
 RC0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0826.degrees latitude (g = 980.6199 gals.).
 RC0826
 RC0826.The modeled gravity was interpolated from observed gravity values.
 RC0826
 RC0826;                    North         East    Units  Estimated Accuracy
 RC0826;SPC OR N     -   225,900.    2,425,540.      MT  (+/- 180 meters Scaled)
 RC0826
 RC0826                          SUPERSEDED SURVEY CONTROL
 RC0826
 RC0826  NGVD 29 (??/??/92)   29.706  (m)           97.46   (f) ADJ UNCH    1 2
 RC0826
 RC0826.Superseded values are not recommended for survey control.
 RC0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0826.See file dsdata.txt to determine how the superseded data were derived.
 RC0826
 RC0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR202613(NAD 83)
 RC0826_MARKER: S = SPIKE
 RC0826_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RC0826_SP_SET: POLE
 RC0826_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC0826
 RC0826  HISTORY     - Date     Condition        Report By
 RC0826  HISTORY     - UNK      MONUMENTED       DOD
 RC0826  HISTORY     - 1941     GOOD             NGS
 RC0826
 RC0826                          STATION DESCRIPTION
 RC0826
 RC0826'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 RC0826'2.92 MI E FROM HOOD RIVER.
 RC0826'ABOUT 2.92 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM HOOD
 RC0826'RIVER, AT RAILROAD MILAGE ABOUT 66.12.  ABOUT 60 FEET EAST OF THE WEST
 RC0826'END OF A SIGNAL FENCE, ABOUT 15 FEET SOUTH OF THE CENTER OF THE TRACK.
 RC0826'IN A TELEPHONE POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0581 ***********************************************************************
 RD0581  DESIGNATION -  98
 RD0581  PID         -  RD0581
 RD0581  STATE/COUNTY-  OR/COLUMBIA
 RD0581  USGS QUAD   -  ST HELENS (1990)
 RD0581
 RD0581                         *CURRENT SURVEY CONTROL
 RD0581  ___________________________________________________________________
 RD0581* NAD 83(1986)-  45 51 25.     (N)    122 49 20.     (W)     SCALED    
 RD0581* NAVD 88     -        31.146  (meters)     102.18   (feet)  POSTED    
 RD0581  ___________________________________________________________________
 RD0581  GEOID HEIGHT-         -22.31  (meters)                     GEOID03
 RD0581  DYNAMIC HT  -          31.150 (meters)     102.20  (feet)  COMP
 RD0581  MODELED GRAV-     980,652.0   (mgal)                       NAVD 88
 RD0581
 RD0581  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 RD0581
 RD0581.The horizontal coordinates were scaled from a topographic map and have
 RD0581.an estimated accuracy of +/- 6 seconds.
 RD0581
 RD0581.The orthometric height was determined by differential leveling
 RD0581.and adjusted by the  in 1992.
 RD0581.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 RD0581.rate of 0.0 thru 1.0 mm/km.
 RD0581
 RD0581.The geoid height was determined by GEOID03.
 RD0581
 RD0581.The dynamic height is computed by dividing the NAVD 88
 RD0581.geopotential number by the normal gravity value computed on the
 RD0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0581.degrees latitude (g = 980.6199 gals.).
 RD0581
 RD0581.The modeled gravity was interpolated from observed gravity values.
 RD0581
 RD0581;                    North         East    Units  Estimated Accuracy
 RD0581;SPC OR N     -   245,990.    2,319,680.      MT  (+/- 180 meters Scaled)
 RD0581
 RD0581                          SUPERSEDED SURVEY CONTROL
 RD0581
 RD0581  NGVD 29 (??/??/92)   30.128  (m)           98.84   (f) ADJ UNCH    1 2
 RD0581
 RD0581.Superseded values are not recommended for survey control.
 RD0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0581.See file dsdata.txt to determine how the superseded data were derived.
 RD0581
 RD0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER138781(NAD 83)
 RD0581_MARKER: DD = SURVEY DISK
 RD0581_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RD0581_SP_SET: BRIDGE
 RD0581_STAMPING: 98 1929
 RD0581_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RD0581
 RD0581  HISTORY     - Date     Condition        Report By
 RD0581  HISTORY     - 1929     MONUMENTED       ORDT
 RD0581  HISTORY     - 1935     GOOD             NGS
 RD0581  HISTORY     - 1989     GOOD             USPSQD
 RD0581  HISTORY     - 1990     GOOD             USPSQD
 RD0581  HISTORY     - 1990     GOOD             USPSQD
 RD0581  HISTORY     - 19951013 GOOD             USPSQD
 RD0581  HISTORY     - 20040322 MARK NOT FOUND   USPSQD
 RD0581
 RD0581                          STATION DESCRIPTION
 RD0581
 RD0581'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 RD0581'IN ST HELENS.
 RD0581'AT ST. HELENS, COLUMBIA COUNTY, 0.1 MILE SOUTHWEST OF THE SPOKANE,
 RD0581'PORTLAND AND SEATTLE RAILWAY STATION, AT THE SOUTH CORNER OF THE
 RD0581'COLUMBIA HIGHWAY BRIDGE OVER MILTON CREEK, AT THE BEGINNING OF THE
 RD0581'CURVED CURB EXTENSION.  AN OREGON STATE HIGHWAY DEPARTMENT STANDARD
 RD0581'DISK STAMPED 98 1929.
 RD0581
 RD0581                          STATION RECOVERY (1989)
 RD0581
 RD0581'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RD0581'RECOVERED IN GOOD CONDITION.
 RD0581
 RD0581                          STATION RECOVERY (1990)
 RD0581
 RD0581'RECOVERY NOTE BY US POWER SQUADRON 1990 (KRN)
 RD0581'RECOVERED IN GOOD CONDITION.
 RD0581
 RD0581                          STATION RECOVERY (1990)
 RD0581
 RD0581'RECOVERY NOTE BY US POWER SQUADRON 1990 (GAN)
 RD0581'RECOVERED IN GOOD CONDITION.
 RD0581
 RD0581                          STATION RECOVERY (1995)
 RD0581
 RD0581'RECOVERY NOTE BY US POWER SQUADRON 1995
 RD0581'RECOVERED IN GOOD CONDITION.
 RD0581
 RD0581                          STATION RECOVERY (2004)
 RD0581
 RD0581'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 RD0581'STATE HIGHWAY 30 IS NOW A MAJOR HIGHWAY THAT IS FIVE LANES WIDE.
 RD0581'MARKER PROBABLY NO LONGER EXISTS DUE TO WIDENING OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0582 ***********************************************************************
 RD0582  DESIGNATION -  98.6
 RD0582  PID         -  RD0582
 RD0582  STATE/COUNTY-  OR/COLUMBIA
 RD0582  USGS QUAD   -  ST HELENS (1990)
 RD0582
 RD0582                         *CURRENT SURVEY CONTROL
 RD0582  ___________________________________________________________________
 RD0582* NAD 83(1986)-  45 51 25.     (N)    122 49 20.     (W)     SCALED    
 RD0582* NAVD 88     -        31.421  (meters)     103.09   (feet)  POSTED    
 RD0582  ___________________________________________________________________
 RD0582  GEOID HEIGHT-         -22.31  (meters)                     GEOID03
 RD0582  DYNAMIC HT  -          31.420 (meters)     103.08  (feet)  COMP
 RD0582  MODELED GRAV-     980,652.0   (mgal)                       NAVD 88
 RD0582
 RD0582  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 RD0582
 RD0582.The horizontal coordinates were scaled from a topographic map and have
 RD0582.an estimated accuracy of +/- 6 seconds.
 RD0582
 RD0582.The orthometric height was determined by differential leveling
 RD0582.and adjusted by the  in 1992.
 RD0582.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 RD0582.rate of 1.1 thru 2.0 mm/km.
 RD0582
 RD0582.The geoid height was determined by GEOID03.
 RD0582
 RD0582.The dynamic height is computed by dividing the NAVD 88
 RD0582.geopotential number by the normal gravity value computed on the
 RD0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0582.degrees latitude (g = 980.6199 gals.).
 RD0582
 RD0582.The modeled gravity was interpolated from observed gravity values.
 RD0582
 RD0582;                    North         East    Units  Estimated Accuracy
 RD0582;SPC OR N     -   245,990.    2,319,680.      MT  (+/- 180 meters Scaled)
 RD0582
 RD0582                          SUPERSEDED SURVEY CONTROL
 RD0582
 RD0582.No superseded survey control is available for this station.
 RD0582
 RD0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER138781(NAD 83)
 RD0582_MARKER: DD = SURVEY DISK
 RD0582_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RD0582_SP_SET: BRIDGE
 RD0582_STAMPING: 98.6
 RD0582_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RD0582
 RD0582  HISTORY     - Date     Condition        Report By
 RD0582  HISTORY     - UNK      MONUMENTED       USGS
 RD0582  HISTORY     - 1935     GOOD             NGS
 RD0582  HISTORY     - 1989     GOOD             USPSQD
 RD0582  HISTORY     - 1990     GOOD             USPSQD
 RD0582  HISTORY     - 19951013 GOOD             USPSQD
 RD0582  HISTORY     - 20040322 MARK NOT FOUND   USPSQD
 RD0582
 RD0582                          STATION DESCRIPTION
 RD0582
 RD0582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 RD0582'IN ST HELENS.
 RD0582'AT ST. HELENS, COLUMBIA COUNTY, 0.1 MILE SOUTHWEST OF THE SPOKANE,
 RD0582'PORTLAND AND SEATTLE RAILWAY STATION, AT THE EAST CORNER OF THE
 RD0582'COLUMBIA RIVER HIGHWAY BRIDGE OVER MILTON CREEK, IN THE CURB
 RD0582'EXTENSION, 12 INCHES FROM THE END.  A UNITED STATES GEOLOGICAL SURVEY
 RD0582'STANDARD DISK STAMPED 98.6.
 RD0582
 RD0582                          STATION RECOVERY (1989)
 RD0582
 RD0582'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RD0582'RECOVERED IN GOOD CONDITION.
 RD0582
 RD0582                          STATION RECOVERY (1990)
 RD0582
 RD0582'RECOVERY NOTE BY US POWER SQUADRON 1990 (KRN)
 RD0582'RECOVERED IN GOOD CONDITION.
 RD0582
 RD0582                          STATION RECOVERY (1995)
 RD0582
 RD0582'RECOVERY NOTE BY US POWER SQUADRON 1995
 RD0582'RECOVERED IN GOOD CONDITION.
 RD0582
 RD0582                          STATION RECOVERY (2004)
 RD0582
 RD0582'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 RD0582'STATE HIGHWAY 30 IS NOW A MAJOR HIGHWAY THAT IS FIVE LANES WIDE.
 RD0582'MARKER PROBABLY NO LONGER EXISTS DUE TO WIDENING OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AI1981 ***********************************************************************
 AI1981  CBN         -  This is a Cooperative Base Network Control Station.
 AI1981  DESIGNATION -  9801
 AI1981  PID         -  AI1981
 AI1981  STATE/COUNTY-  OR/MARION
 AI1981  USGS QUAD   -  SCOTTS MILLS (1985)
 AI1981
 AI1981                         *CURRENT SURVEY CONTROL
 AI1981  ___________________________________________________________________
 AI1981* NAD 83(2007)-  45 02 36.28657(N)    122 40 01.66737(W)     ADJUSTED  
 AI1981* NAVD 88     -       129.8    (meters)     426.     (feet)  GPS OBS   
 AI1981  ___________________________________________________________________
 AI1981  EPOCH DATE  -        2007.00
 AI1981  X           -  -2,436,602.059 (meters)                     COMP
 AI1981  Y           -  -3,800,191.545 (meters)                     COMP
 AI1981  Z           -   4,490,834.202 (meters)                     COMP
 AI1981  LAPLACE CORR-           4.33  (seconds)                    DEFLEC99
 AI1981  ELLIP HEIGHT-         106.828 (meters)          (02/10/07) ADJUSTED
 AI1981  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 AI1981
 AI1981  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI1981  Type    PID    Designation                      North   East  Ellip
 AI1981  -------------------------------------------------------------------
 AI1981  NETWORK AI1981 9801                              0.49   0.37   1.25
 AI1981  -------------------------------------------------------------------
 AI1981
 AI1981.The horizontal coordinates were established by GPS observations
 AI1981.and adjusted by the National Geodetic Survey in February 2007.
 AI1981
 AI1981.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI1981.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI1981.The horizontal coordinates are valid at the epoch date displayed above.
 AI1981.The epoch date for horizontal control is a decimal equivalence
 AI1981.of Year/Month/Day.
 AI1981
 AI1981.The orthometric height was determined by GPS observations and a
 AI1981.high-resolution geoid model.
 AI1981
 AI1981.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI1981
 AI1981.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1981
 AI1981.The ellipsoidal height was determined by GPS observations
 AI1981.and is referenced to NAD 83.
 AI1981
 AI1981.The geoid height was determined by GEOID03.
 AI1981
 AI1981;                    North         East     Units Scale Factor Converg.
 AI1981;SPC OR N     -   155,275.320 2,329,295.821   MT  0.99989696   -1 32 12.8
 AI1981;SPC OR N     -   509,433.46  7,642,046.66   iFT  0.99989696   -1 32 12.8
 AI1981;UTM  10      - 4,987,826.934   526,215.442   MT  0.99960845   +0 14 08.0
 AI1981
 AI1981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1981!SPC OR N     -   0.99998325  x   0.99989696  =   0.99988021
 AI1981!UTM  10      -   0.99998325  x   0.99960845  =   0.99959171
 AI1981
 AI1981                          SUPERSEDED SURVEY CONTROL
 AI1981
 AI1981  NAD 83(1998)-  45 02 36.28466(N)    122 40 01.66923(W) AD(       ) A
 AI1981  ELLIP H (04/24/00)  106.823  (m)                       GP(       ) 3 1
 AI1981  NAD 83(1991)-  45 02 36.28265(N)    122 40 01.66862(W) AD(       ) B
 AI1981  ELLIP H (10/13/99)  106.966  (m)                       GP(       ) 3 1
 AI1981
 AI1981.Superseded values are not recommended for survey control.
 AI1981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1981.See file dsdata.txt to determine how the superseded data were derived.
 AI1981
 AI1981_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ2621587827(NAD 83)
 AI1981_MARKER: DD = SURVEY DISK
 AI1981_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AI1981_STAMPING: 9801 1998
 AI1981_MARK LOGO: OR-047
 AI1981_PROJECTION: RECESSED 15 CENTIMETERS
 AI1981_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI1981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI1981+STABILITY: SURFACE MOTION
 AI1981_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1981+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2000
 AI1981
 AI1981  HISTORY     - Date     Condition        Report By
 AI1981  HISTORY     - 1998     MONUMENTED       OR-047
 AI1981  HISTORY     - 20001010 GOOD             OR-047
 AI1981
 AI1981                          STATION DESCRIPTION
 AI1981
 AI1981'DESCRIBED BY MARION COUNTY OREGON 1998 (MSO)
 AI1981'THE STATION IS LOCATED ABOUT 13.6 KM (8.45 MI) SOUTHWEST OF MOLALLA,
 AI1981'10.5 KM (6.50 MI) EAST-SOUTHEAST OF MT ANGEL, 9.9 KM (6.15 MI)
 AI1981'NORTHEAST OF SILVERTON, 0.1 KM (0.05 MI) WEST OF THE BRIDGE OVER BUTTE
 AI1981'CREEK IN SCOTTS MILLS, IN FRONT OF THE NEW POST OFFICE.
 AI1981'OWNERSHIP--MARION COUNTY RIGHT-OF-WAY.  TO REACH THE STATION FROM THE
 AI1981'JUNCTION OF STATE HIGHWAYS 213 AND 214 IN SILVERTON, GO NORTHEAST ON
 AI1981'HIGHWAY 213 FOR 7.2 KM (4.45 MI) TO THE JUNCTION OF MT ANGEL-SCOTTS
 AI1981'MILLS ROAD.  TURN RIGHT, EAST, ON MT ANGEL-SCOTTS MILLS ROAD FOR FOR
 AI1981'4.8 KM (3.00 MI) TO THE STATION ON THE LEFT IN FRONT OF THE POST
 AI1981'OFFICE.  THE STATION IS A MARION COUNTY SURVEYOR DISK ATTACHED TO THE
 AI1981'TOP OF A 6 CM X 76 CM ALUMINUM PIPE EMBEDDED IN A 40 CM SQUARE
 AI1981'CONCRETE MONUMENT 123 CM DEEP RECESSED 15 CM BELOW GROUND.  IT IS 25.3
 AI1981'M (83.0 FT) SOUTH-SOUTHWEST FROM THE SOUTHEAST CORNER OF THE POST
 AI1981'OFFICE NEAR THE MAIN ENTRANCE, 11.15 M (36.58 FT) EAST FROM THE EAST
 AI1981'EDGE OF THE SOUTH END OF THE CONCRETE CURB AT THE WEST ENTRANCE TO THE
 AI1981'POST OFFICE, 11.15 M (36.58 FT) WEST FROM THE WEST EDGE OF THE SOUTH
 AI1981'END OF THE CONCRETE CURB AT THE EAST EXIT FROM THE POST OFFICE, 7.8 M
 AI1981'(25.6 FT) NORTH FROM THE CENTER OF THIRD STREET (MT ANGEL-SCOTTS MILLS
 AI1981'ROAD), 3.7 M (12.1 FT) WEST FROM THE EXTENDED EAST SIDE OF THE POST
 AI1981'OFFICE, AND 2.05 M (6.73 FT) SOUTH FROM THE SOUTH EDGE OF THE CONCRETE
 AI1981'CURB AT THE SOUTH SIDE OF THE PARKING LOT.
 AI1981
 AI1981                          STATION RECOVERY (2000)
 AI1981
 AI1981'RECOVERY NOTE BY MARION COUNTY OREGON 2000 (MR)
 AI1981'RECOVERED AS DESCRIBED
 AI1981'
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AI1982 ***********************************************************************
 AI1982  CBN         -  This is a Cooperative Base Network Control Station.
 AI1982  DESIGNATION -  9802
 AI1982  PID         -  AI1982
 AI1982  STATE/COUNTY-  OR/MARION
 AI1982  USGS QUAD   -  ST PAUL (1985)
 AI1982
 AI1982                         *CURRENT SURVEY CONTROL
 AI1982  ___________________________________________________________________
 AI1982* NAD 83(2007)-  45 13 17.33304(N)    122 59 43.28586(W)     ADJUSTED  
 AI1982* NAVD 88     -        52.1    (meters)     171.     (feet)  GPS OBS   
 AI1982  ___________________________________________________________________
 AI1982  EPOCH DATE  -        2007.00
 AI1982  X           -  -2,450,664.128 (meters)                     COMP
 AI1982  Y           -  -3,774,361.374 (meters)                     COMP
 AI1982  Z           -   4,504,740.357 (meters)                     COMP
 AI1982  LAPLACE CORR-          -7.12  (seconds)                    DEFLEC99
 AI1982  ELLIP HEIGHT-          29.350 (meters)          (02/10/07) ADJUSTED
 AI1982  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 AI1982
 AI1982  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI1982  Type    PID    Designation                      North   East  Ellip
 AI1982  -------------------------------------------------------------------
 AI1982  NETWORK AI1982 9802                              0.55   0.43   1.33
 AI1982  -------------------------------------------------------------------
 AI1982
 AI1982.The horizontal coordinates were established by GPS observations
 AI1982.and adjusted by the National Geodetic Survey in February 2007.
 AI1982
 AI1982.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI1982.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI1982.The horizontal coordinates are valid at the epoch date displayed above.
 AI1982.The epoch date for horizontal control is a decimal equivalence
 AI1982.of Year/Month/Day.
 AI1982
 AI1982.The orthometric height was determined by GPS observations and a
 AI1982.high-resolution geoid model.
 AI1982
 AI1982.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI1982
 AI1982.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1982
 AI1982.The ellipsoidal height was determined by GPS observations
 AI1982.and is referenced to NAD 83.
 AI1982
 AI1982.The geoid height was determined by GEOID03.
 AI1982
 AI1982;                    North         East     Units Scale Factor Converg.
 AI1982;SPC OR N     -   175,799.355 2,304,060.200   MT  0.99989501   -1 46 10.8
 AI1982;SPC OR N     -   576,769.54  7,559,252.62   iFT  0.99989501   -1 46 10.8
 AI1982;UTM  10      - 5,007,554.666   500,364.512   MT  0.99960000   +0 00 11.9
 AI1982
 AI1982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1982!SPC OR N     -   0.99999540  x   0.99989501  =   0.99989041
 AI1982!UTM  10      -   0.99999540  x   0.99960000  =   0.99959540
 AI1982
 AI1982                          SUPERSEDED SURVEY CONTROL
 AI1982
 AI1982  NAD 83(1998)-  45 13 17.33097(N)    122 59 43.28702(W) AD(       ) A
 AI1982  ELLIP H (04/24/00)   29.359  (m)                       GP(       ) 3 1
 AI1982  NAD 83(1991)-  45 13 17.32902(N)    122 59 43.28669(W) AD(       ) B
 AI1982  ELLIP H (10/13/99)   29.502  (m)                       GP(       ) 3 1
 AI1982
 AI1982.Superseded values are not recommended for survey control.
 AI1982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1982.See file dsdata.txt to determine how the superseded data were derived.
 AI1982
 AI1982_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER0036507555(NAD 83)
 AI1982_MARKER: DD = SURVEY DISK
 AI1982_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AI1982_STAMPING: 9802 1998
 AI1982_MARK LOGO: OR-047
 AI1982_PROJECTION: RECESSED 9 CENTIMETERS
 AI1982_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI1982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI1982+STABILITY: SURFACE MOTION
 AI1982_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1982+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2000
 AI1982
 AI1982  HISTORY     - Date     Condition        Report By
 AI1982  HISTORY     - 1998     MONUMENTED       OR-047
 AI1982  HISTORY     - 20001010 GOOD             OR-047
 AI1982
 AI1982                          STATION DESCRIPTION
 AI1982
 AI1982'DESCRIBED BY MARION COUNTY OREGON 1998 (MSO)
 AI1982'THE STATION IS LOCATED ABOUT 9.0 KM (5.60 MI) SOUTH OF NEWBERG, 1.6 KM
 AI1982'(1.00 MI) NORTHWEST OF ST PAUL, 0.4 KM (0.25 MI) SOUTHEAST OF THE
 AI1982'WILLAMETTE RIVER, IN THE CENTER OF A GRASSY TRIANGLE AT THE
 AI1982'INTERSECTION OF MISSION ROAD AND RIVERSIDE DRIVE.  OWNERSHIP--MARION
 AI1982'COUNTY RIGHT-OF-WAY.  TO REACH THE STATION FROM THE JUNCTION OF ST
 AI1982'PAUL HIGHWAY AND RIVER ROAD (BOTH STATE HIGHWAY 219) IN ST PAUL, GO
 AI1982'NORTH ON RIVER ROAD FOR 0.48 KM (0.30 MI) TO THE JUNCTION OF MISSION
 AI1982'ROAD ON THE LEFT.  TURN LEFT, WESTERLY, ON MISSION ROAD FOR 1.85 KM
 AI1982'(1.15 MI) TO THE JUNCTION OF RIVERSIDE DRIVE AND THE STATION ON THE
 AI1982'RIGHT.  THE STATION IS A MARION COUNTY SURVEYOR DISK ATTACHED TO THE
 AI1982'TOP OF A 6 CM X 76 CM ALUMINUM PIPE EMBEDDED IN A 40 CM ROUND CONCRETE
 AI1982'MONUMENT 123 CM DEEP RECESSED 9 CM BELOW GROUND.  IT IS 16.9 M (55.4
 AI1982'FT) SOUTHWEST FROM A POWER POLE, 11.6 M (38.1 FT) NORTH FROM THE
 AI1982'CENTER OF MISSION ROAD, 7.6 M (24.9 FT) EAST FROM THE CENTER OF
 AI1982'RIVERSIDE DRIVE, 6.7 M (22.0 FT) NORTH-NORTHEAST FROM A STOP SIGN IN
 AI1982'THE SOUTHWEST CORNER OF THE GRASSY TRIANGLE.
 AI1982
 AI1982                          STATION RECOVERY (2000)
 AI1982
 AI1982'RECOVERY NOTE BY MARION COUNTY OREGON 2000 (MR)
 AI1982'RECOVERED AS DESCRIBED
 AI1982'
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AI1983 ***********************************************************************
 AI1983  CBN         -  This is a Cooperative Base Network Control Station.
 AI1983  DESIGNATION -  9803
 AI1983  PID         -  AI1983
 AI1983  STATE/COUNTY-  OR/MARION
 AI1983  USGS QUAD   -  SALEM EAST (1986)
 AI1983
 AI1983                         *CURRENT SURVEY CONTROL
 AI1983  ___________________________________________________________________
 AI1983* NAD 83(2007)-  44 58 50.25347(N)    122 52 35.65452(W)     ADJUSTED  
 AI1983* NAVD 88     -        66.3    (meters)     218.     (feet)  GPS OBS   
 AI1983  ___________________________________________________________________
 AI1983  EPOCH DATE  -        2007.00
 AI1983  X           -  -2,453,131.590 (meters)                     COMP
 AI1983  Y           -  -3,795,366.248 (meters)                     COMP
 AI1983  Z           -   4,485,856.287 (meters)                     COMP
 AI1983  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 AI1983  ELLIP HEIGHT-          43.267 (meters)          (02/10/07) ADJUSTED
 AI1983  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 AI1983
 AI1983  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI1983  Type    PID    Designation                      North   East  Ellip
 AI1983  -------------------------------------------------------------------
 AI1983  NETWORK AI1983 9803                              0.55   0.43   1.31
 AI1983  -------------------------------------------------------------------
 AI1983
 AI1983.The horizontal coordinates were established by GPS observations
 AI1983.and adjusted by the National Geodetic Survey in February 2007.
 AI1983
 AI1983.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI1983.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI1983.The horizontal coordinates are valid at the epoch date displayed above.
 AI1983.The epoch date for horizontal control is a decimal equivalence
 AI1983.of Year/Month/Day.
 AI1983
 AI1983.The orthometric height was determined by GPS observations and a
 AI1983.high-resolution geoid model.
 AI1983
 AI1983.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI1983
 AI1983.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1983
 AI1983.The ellipsoidal height was determined by GPS observations
 AI1983.and is referenced to NAD 83.
 AI1983
 AI1983.The geoid height was determined by GEOID03.
 AI1983
 AI1983;                    North         East     Units Scale Factor Converg.
 AI1983;SPC OR N     -   148,765.314 2,312,597.568   MT  0.99989995   -1 41 07.6
 AI1983;SPC OR N     -   488,075.18  7,587,262.36   iFT  0.99989995   -1 41 07.6
 AI1983;UTM  10      - 4,980,805.603   509,731.395   MT  0.99960116   +0 05 14.1
 AI1983
 AI1983!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1983!SPC OR N     -   0.99999322  x   0.99989995  =   0.99989317
 AI1983!UTM  10      -   0.99999322  x   0.99960116  =   0.99959438
 AI1983
 AI1983                          SUPERSEDED SURVEY CONTROL
 AI1983
 AI1983  NAD 83(1998)-  44 58 50.25144(N)    122 52 35.65627(W) AD(       ) A
 AI1983  ELLIP H (04/24/00)   43.281  (m)                       GP(       ) 3 1
 AI1983  NAD 83(1991)-  44 58 50.24943(N)    122 52 35.65570(W) AD(       ) B
 AI1983  ELLIP H (10/13/99)   43.423  (m)                       GP(       ) 3 1
 AI1983
 AI1983.Superseded values are not recommended for survey control.
 AI1983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1983.See file dsdata.txt to determine how the superseded data were derived.
 AI1983
 AI1983_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ0973180806(NAD 83)
 AI1983_MARKER: DD = SURVEY DISK
 AI1983_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AI1983_STAMPING: 9803 1998
 AI1983_MARK LOGO: OR-047
 AI1983_PROJECTION: FLUSH
 AI1983_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI1983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI1983+STABILITY: SURFACE MOTION
 AI1983_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1983+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2000
 AI1983
 AI1983  HISTORY     - Date     Condition        Report By
 AI1983  HISTORY     - 1998     MONUMENTED       OR-047
 AI1983  HISTORY     - 20001010 GOOD             OR-047
 AI1983
 AI1983                          STATION DESCRIPTION
 AI1983
 AI1983'DESCRIBED BY MARION COUNTY OREGON 1998 (MSO)
 AI1983'THE STATION IS LOCATED ABOUT 10 KM (6.20 MI) EAST-NORTHEAST OF SALEM,
 AI1983'7.6 KM (4.70 MI) SOUTHWEST OF SILVERTON, 2.5 KM (1.55 MI) NORTH OF
 AI1983'PRATUM, IN AN AREA LOCALLY KNOWN AS HOWELL PRAIRIE, ON THE SOUTH
 AI1983'RIGHT-OF-WAY OF SELAH SPRINGS DRIVE, BETWEEN TWO WHITE SQUARE WOODEN
 AI1983'POSTS.  OWNERSHIP--MARION COUNTY RIGHT-OF-WAY.  TO REACH THE STATION
 AI1983'FROM THE JUNCTION OF STATE HIGHWAY 213 (SILVERTON ROAD) AND HOWELL
 AI1983'PRAIRIE ROAD, ABOUT 9.6 KM (5.95 MI) EAST ALONG SILVERTON ROAD FROM
 AI1983'THE OVERPASS BRIDGE OF INTERSTATE HIGHWAY 5 (NOT AN EXIT) IN NORTHEAST
 AI1983'SALEM, GO SOUTH ON HOWELL PRAIRIE ROAD FOR 1.13 KM (0.70 MI) TO THE
 AI1983'JUNCTION OF SELAH SPRINGS DRIVE ON THE LEFT.  TURN LEFT, EAST, ON
 AI1983'SELAH SPRINGS DRIVE FOR 0.32 KM (0.20 MI) TO THE STATION ON THE RIGHT
 AI1983'JUST PAST THE CREST OF THE LOW HILL.  THE STATION IS A MARION COUNTY
 AI1983'SURVEYORS DISK ATTACHED TO THE TOP OF A 6 CM X 76 CM ALUMINUM PIPE
 AI1983'EMBEDDED IN A 40 CM SQUARE CONCRETE MONUMENT 123 CM DEEP FLUSH WITH
 AI1983'THE GROUND.  IT IS 43.7 M (143.4 FT) WEST-SOUTHWEST AND ACROSS THE
 AI1983'ROAD FROM THE SECOND POWER POLE NUMBER PF/C7212/1454 WEST OF THE FARM
 AI1983'HOUSE WITH BARN, 40.0 M (131.2 FT) EAST-SOUTHEAST AND ACROSS THE ROAD
 AI1983'FROM THE SOUTHEAST CORNER OF A 120 CM SQUARE CONCRETE PAD FOR WELL
 AI1983'HEAD, 4.4 M (14.4 FT) SOUTH FROM THE CENTER OF THE GRAVEL ROAD, AND
 AI1983'0.6 M (2.0 FT) NORTH FROM A FIBERGLAS WITNESS POST.
 AI1983
 AI1983                          STATION RECOVERY (2000)
 AI1983
 AI1983'RECOVERY NOTE BY MARION COUNTY OREGON 2000 (MR)
 AI1983'RECOVERED AS DESCRIBED
 AI1983' 
 AI1983'
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0252 ***********************************************************************
 RC0252  DESIGNATION -  984
 RC0252  PID         -  RC0252
 RC0252  STATE/COUNTY-  OR/GILLIAM
 RC0252  USGS QUAD   -  SHOESTRING RIDGE (1970)
 RC0252
 RC0252                         *CURRENT SURVEY CONTROL
 RC0252  ___________________________________________________________________
 RC0252* NAD 83(1986)-  45 09 46.     (N)    120 28 06.     (W)     SCALED    
 RC0252* NAVD 88     -       301.244  (meters)     988.33   (feet)  ADJUSTED  
 RC0252  ___________________________________________________________________
 RC0252  GEOID HEIGHT-         -20.75  (meters)                     GEOID03
 RC0252  DYNAMIC HT  -         301.183 (meters)     988.13  (feet)  COMP
 RC0252  MODELED GRAV-     980,410.5   (mgal)                       NAVD 88
 RC0252
 RC0252  VERT ORDER  -  SECOND    CLASS 0
 RC0252
 RC0252.The horizontal coordinates were scaled from a topographic map and have
 RC0252.an estimated accuracy of +/- 6 seconds.
 RC0252
 RC0252.The orthometric height was determined by differential leveling
 RC0252.and adjusted in June 1991.
 RC0252
 RC0252.The geoid height was determined by GEOID03.
 RC0252
 RC0252.The dynamic height is computed by dividing the NAVD 88
 RC0252.geopotential number by the normal gravity value computed on the
 RC0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0252.degrees latitude (g = 980.6199 gals.).
 RC0252
 RC0252.The modeled gravity was interpolated from observed gravity values.
 RC0252
 RC0252;                    North         East    Units  Estimated Accuracy
 RC0252;SPC OR N     -   166,250.    2,502,490.      MT  (+/- 180 meters Scaled)
 RC0252
 RC0252                          SUPERSEDED SURVEY CONTROL
 RC0252
 RC0252  NGVD 29 (??/??/92)  300.170  (m)          984.81   (f) ADJ UNCH    2 0
 RC0252
 RC0252.Superseded values are not recommended for survey control.
 RC0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0252.See file dsdata.txt to determine how the superseded data were derived.
 RC0252
 RC0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR989041(NAD 83)
 RC0252_MARKER: DD = SURVEY DISK
 RC0252_SETTING: 80 = SET IN A BOULDER
 RC0252_SP_SET: BOULDER
 RC0252_STAMPING: 984 1946
 RC0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0252+STABILITY: SURFACE MOTION
 RC0252
 RC0252  HISTORY     - Date     Condition        Report By
 RC0252  HISTORY     - 1946     MONUMENTED       BOR
 RC0252  HISTORY     - 1946     GOOD             NGS
 RC0252
 RC0252                          STATION DESCRIPTION
 RC0252
 RC0252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RC0252'28.1 MI N FROM CLARNO.
 RC0252'ABOUT 28.1 MILES NORTH ALONG THE JOHN DAY RIVER FROM THE POST OFFICE
 RC0252'AT CLARNO, SET IN TOP OF A LARGE LAVA BOULDER LYING IN THE EDGE OF
 RC0252'RIVER ABOUT 0.2 MILE NORTH OF RANCH HOUSE, 200 FEET NORTH OF NORTH END
 RC0252'OF LARGE MEADOW, ON OUTSIDE OF A SHARP CURVE IN RIVER AT THE FOOT OF
 RC0252'AND AT THE NORTH END OF RAPIDS IN THE RIVER, 9 FEET ABOVE THE
 RC0252'IMMEDIATE GROUND LEVEL, 4 FEET ABOVE THE IMMEDIATE HIGH WATER LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0648 ***********************************************************************
 RC0648  DESIGNATION -  99
 RC0648  PID         -  RC0648
 RC0648  STATE/COUNTY-  OR/WASCO
 RC0648  USGS QUAD   -  WISHRAM (1994)
 RC0648
 RC0648                         *CURRENT SURVEY CONTROL
 RC0648  ___________________________________________________________________
 RC0648* NAD 83(1986)-  45 38 43.     (N)    120 58 07.     (W)     SCALED    
 RC0648* NAVD 88     -        45.247  (meters)     148.45   (feet)  POSTED    
 RC0648  ___________________________________________________________________
 RC0648  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 RC0648  DYNAMIC HT  -          45.250 (meters)     148.46  (feet)  COMP
 RC0648  MODELED GRAV-     980,601.5   (mgal)                       NAVD 88
 RC0648
 RC0648  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 RC0648
 RC0648.The horizontal coordinates were scaled from a topographic map and have
 RC0648.an estimated accuracy of +/- 6 seconds.
 RC0648
 RC0648.The orthometric height was determined by differential leveling
 RC0648.and adjusted by the  in 1992.
 RC0648.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 RC0648.was located on a no-check spur therefore a value was not computed.
 RC0648.No vertical observational check was made to the station.
 RC0648
 RC0648.The geoid height was determined by GEOID03.
 RC0648
 RC0648.The dynamic height is computed by dividing the NAVD 88
 RC0648.geopotential number by the normal gravity value computed on the
 RC0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0648.degrees latitude (g = 980.6199 gals.).
 RC0648
 RC0648.The modeled gravity was interpolated from observed gravity values.
 RC0648
 RC0648;                    North         East    Units  Estimated Accuracy
 RC0648;SPC OR N     -   219,980.    2,463,470.      MT  (+/- 180 meters Scaled)
 RC0648
 RC0648                          SUPERSEDED SURVEY CONTROL
 RC0648
 RC0648  NGVD 29 (??/??/92)   44.247  (m)          145.17   (f) ADJ UNCH    1 2
 RC0648
 RC0648.Superseded values are not recommended for survey control.
 RC0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0648.See file dsdata.txt to determine how the superseded data were derived.
 RC0648
 RC0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR582566(NAD 83)
 RC0648_MARKER: DD = SURVEY DISK
 RC0648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC0648_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC0648_STAMPING: U.S.E. B.M. NO. 99
 RC0648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0648+STABILITY: SURFACE MOTION
 RC0648
 RC0648  HISTORY     - Date     Condition        Report By
 RC0648  HISTORY     - UNK      MONUMENTED       DOD
 RC0648  HISTORY     - 1933     GOOD             NGS
 RC0648  HISTORY     - 1956     MARK NOT FOUND   DOD
 RC0648
 RC0648                          STATION DESCRIPTION
 RC0648
 RC0648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 RC0648'IN CELILO.
 RC0648'AT CELILO CANAL GATE. 75 FEET SOUTHWEST OF EASTERN END OF CANAL, 32
 RC0648'FEET WEST OF RETAINING WALL, SET ON ROCK LEDGE ABOVE COLUMBIA RIVER.
 RC0648
 RC0648                          STATION RECOVERY (1956)
 RC0648
 RC0648'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1956
 RC0648'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0516 ***********************************************************************
 NZ0516  DESIGNATION -  993 B
 NZ0516  PID         -  NZ0516
 NZ0516  STATE/COUNTY-  OR/JACKSON
 NZ0516  USGS QUAD   -  ROGUE RIVER (1983)
 NZ0516
 NZ0516                         *CURRENT SURVEY CONTROL
 NZ0516  ___________________________________________________________________
 NZ0516* NAD 83(1986)-  42 25 59.     (N)    123 10 57.     (W)     SCALED    
 NZ0516* NAVD 88     -       304.247  (meters)     998.18   (feet)  ADJUSTED  
 NZ0516  ___________________________________________________________________
 NZ0516  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 NZ0516  DYNAMIC HT  -         304.144 (meters)     997.85  (feet)  COMP
 NZ0516  MODELED GRAV-     980,273.3   (mgal)                       NAVD 88
 NZ0516
 NZ0516  VERT ORDER  -  FIRST     CLASS II
 NZ0516
 NZ0516.The horizontal coordinates were scaled from a topographic map and have
 NZ0516.an estimated accuracy of +/- 6 seconds.
 NZ0516
 NZ0516.The orthometric height was determined by differential leveling
 NZ0516.and adjusted in June 1991.
 NZ0516
 NZ0516.The geoid height was determined by GEOID03.
 NZ0516
 NZ0516.The dynamic height is computed by dividing the NAVD 88
 NZ0516.geopotential number by the normal gravity value computed on the
 NZ0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0516.degrees latitude (g = 980.6199 gals.).
 NZ0516
 NZ0516.The modeled gravity was interpolated from observed gravity values.
 NZ0516
 NZ0516;                    North         East    Units  Estimated Accuracy
 NZ0516;SPC OR S     -    88,670.    1,279,310.      MT  (+/- 180 meters Scaled)
 NZ0516
 NZ0516                          SUPERSEDED SURVEY CONTROL
 NZ0516
 NZ0516  NGVD 29 (??/??/92)  303.252  (m)          994.92   (f) ADJ UNCH    1 2
 NZ0516
 NZ0516.Superseded values are not recommended for survey control.
 NZ0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0516.See file dsdata.txt to determine how the superseded data were derived.
 NZ0516
 NZ0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM849978(NAD 83)
 NZ0516_MARKER: P = PIPE CAP
 NZ0516_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NZ0516_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NZ0516_STAMPING: X 7 993 B 1903
 NZ0516_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0516
 NZ0516  HISTORY     - Date     Condition        Report By
 NZ0516  HISTORY     - 1903     MONUMENTED       USGS
 NZ0516  HISTORY     - 1954     GOOD             NGS
 NZ0516  HISTORY     - 1987     MARK NOT FOUND   NGS
 NZ0516
 NZ0516                          STATION DESCRIPTION
 NZ0516
 NZ0516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NZ0516'0.6 MI W FROM ROGUE RIVER.
 NZ0516'0.6 MILE WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM A SMALL
 NZ0516'MAIL BUILDING (FORMER STATION) AT ROGUE RIVER, AT THE CROSSING OF A
 NZ0516'PRIVATE ROAD, ABOUT 350 FEET SOUTHEAST OF AND ACROSS THE ROAD FROM A
 NZ0516'WHITE HOUSE, ABOUT 7 RAILS SOUTHWEST OF WOODEN RAILROAD CULVERT 465.6,
 NZ0516'3 RAILS NORTHEAST OF SEMAPHORE 465.7, 24.4 FEET NORTHWEST OF THE
 NZ0516'NORTHWEST RAIL, 17 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 NZ0516'ABOUT 2 FEET LOWER THAN THE TRACK, AND RIVETED ON TOP OF A 3 1/2-INCH
 NZ0516'IRON PIPE PROJECTING 1.0 FOOT ABOVE THE GROUND.
 NZ0516
 NZ0516                          STATION RECOVERY (1987)
 NZ0516
 NZ0516'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 NZ0516'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0228 ***********************************************************************
 PC0228  DESIGNATION -  998
 PC0228  PID         -  PC0228
 PC0228  STATE/COUNTY-  OR/LANE
 PC0228  USGS QUAD   -  WESTFIR WEST (1997)
 PC0228
 PC0228                         *CURRENT SURVEY CONTROL
 PC0228  ___________________________________________________________________
 PC0228* NAD 83(1986)-  43 47 22.     (N)    122 32 02.     (W)     SCALED    
 PC0228* NAVD 88     -       304.816  (meters)    1000.05   (feet)  ADJUSTED  
 PC0228  ___________________________________________________________________
 PC0228  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 PC0228  DYNAMIC HT  -         304.736 (meters)     999.79  (feet)  COMP
 PC0228  MODELED GRAV-     980,349.8   (mgal)                       NAVD 88
 PC0228
 PC0228  VERT ORDER  -  SECOND    CLASS 0
 PC0228
 PC0228.The horizontal coordinates were scaled from a topographic map and have
 PC0228.an estimated accuracy of +/- 6 seconds.
 PC0228
 PC0228.The orthometric height was determined by differential leveling
 PC0228.and adjusted in June 1991.
 PC0228
 PC0228.The geoid height was determined by GEOID03.
 PC0228
 PC0228.The dynamic height is computed by dividing the NAVD 88
 PC0228.geopotential number by the normal gravity value computed on the
 PC0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0228.degrees latitude (g = 980.6199 gals.).
 PC0228
 PC0228.The modeled gravity was interpolated from observed gravity values.
 PC0228
 PC0228;                    North         East    Units  Estimated Accuracy
 PC0228;SPC OR S     -   237,800.    1,336,320.      MT  (+/- 180 meters Scaled)
 PC0228
 PC0228                          SUPERSEDED SURVEY CONTROL
 PC0228
 PC0228  NGVD 29 (??/??/92)  303.712  (m)          996.43   (f) ADJ UNCH    2 0
 PC0228
 PC0228.Superseded values are not recommended for survey control.
 PC0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0228.See file dsdata.txt to determine how the superseded data were derived.
 PC0228
 PC0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP375485(NAD 83)
 PC0228_MARKER: DD = SURVEY DISK
 PC0228_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PC0228_SP_SET: CULVERT
 PC0228_STAMPING: 998
 PC0228_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PC0228
 PC0228  HISTORY     - Date     Condition        Report By
 PC0228  HISTORY     - UNK      MONUMENTED       USGS
 PC0228  HISTORY     - 1934     GOOD             NGS
 PC0228  HISTORY     - 1981     GOOD             LOCSUR
 PC0228
 PC0228                          STATION DESCRIPTION
 PC0228
 PC0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PC0228'1.0 MI NW FROM LOOKOUT.
 PC0228'1.0 MILE NORTHWEST, FROM SIGNBOARD.  ALONG THE RIGHT OF WAY OF THE
 PC0228'SOUTHERN PACIFIC RAILROAD CO., AT MILEAGE 586.5, 50 FEET SOUTH OF ROAD
 PC0228'CROSSING, ON SOUTH END OF EAST CAPSTONE OF BALLAST DECK CULVERT NO.
 PC0228'586 C OVER BURNT RIDGE CREEK.
 PC0228
 PC0228                          STATION RECOVERY (1981)
 PC0228
 PC0228'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 PC0228'ABOUT 1.0 MILE NORTHWEST OF LOOKOUT ALONG THE SPRR, AND 50 FEET SOUTH
 PC0228'OF FOREST SERVICE ROAD 5821 CROSSING, IS A BRONZE DISK IN THE SOUTH
 PC0228'END OF THE EAST CAPSTONE OF THE CONCRETE CULVERT 586.57 OVER BURNT
 PC0228'BRIDGE CREEK. SET TAG, STAMPED 'N 62 E 2 FT'. ON THE WOODEN RETAINING
 PC0228'WALL ON THE BALLAST DECK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1380 ***********************************************************************
 RD1380  DESIGNATION -  999
 RD1380  PID         -  RD1380
 RD1380  STATE/COUNTY-  OR/CLACKAMAS
 RD1380  USGS QUAD   -  BRIGHTWOOD (1997)
 RD1380
 RD1380                         *CURRENT SURVEY CONTROL
 RD1380  ___________________________________________________________________
 RD1380* NAD 83(1986)-  45 23 01.     (N)    122 02 47.     (W)     SCALED    
 RD1380* NAVD 88     -       306.168  (meters)    1004.49   (feet)  ADJUSTED  
 RD1380  ___________________________________________________________________
 RD1380  GEOID HEIGHT-         -21.92  (meters)                     GEOID03
 RD1380  DYNAMIC HT  -         306.122 (meters)    1004.34  (feet)  COMP
 RD1380  MODELED GRAV-     980,458.7   (mgal)                       NAVD 88
 RD1380
 RD1380  VERT ORDER  -  SECOND    CLASS 0
 RD1380
 RD1380.The horizontal coordinates were scaled from a topographic map and have
 RD1380.an estimated accuracy of +/- 6 seconds.
 RD1380
 RD1380.The orthometric height was determined by differential leveling
 RD1380.and adjusted in June 1991.
 RD1380
 RD1380.The geoid height was determined by GEOID03.
 RD1380
 RD1380.The dynamic height is computed by dividing the NAVD 88
 RD1380.geopotential number by the normal gravity value computed on the
 RD1380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1380.degrees latitude (g = 980.6199 gals.).
 RD1380
 RD1380.The modeled gravity was interpolated from observed gravity values.
 RD1380
 RD1380;                    North         East    Units  Estimated Accuracy
 RD1380;SPC OR N     -   191,950.    2,378,910.      MT  (+/- 180 meters Scaled)
 RD1380
 RD1380                          SUPERSEDED SURVEY CONTROL
 RD1380
 RD1380  NGVD 29 (??/??/92)  305.10   (m)         1001.0    (f) COMPUTED    2 0
 RD1380
 RD1380.Superseded values are not recommended for survey control.
 RD1380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1380.See file dsdata.txt to determine how the superseded data were derived.
 RD1380
 RD1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER746260(NAD 83)
 RD1380_MARKER: P = PIPE CAP
 RD1380_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RD1380_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RD1380_STAMPING: 999 1907
 RD1380_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD1380
 RD1380  HISTORY     - Date     Condition        Report By
 RD1380  HISTORY     - 1907     MONUMENTED       USGS
 RD1380  HISTORY     - 1947     GOOD             NGS
 RD1380
 RD1380                          STATION DESCRIPTION
 RD1380
 RD1380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 RD1380'4.6 MI W FROM WEMME.
 RD1380'4.3 MILES WEST ALONG STATE HIGHWAY 50 FROM THE POST OFFICE AT WEMME,
 RD1380'THENCE 0.3 MILE NORTH ALONG A COUNTY GRAVEL ROAD, AT SLEEPY HOLLOW,
 RD1380'90.0 FEET SOUTHEAST OF THE SOUTH CORNER OF A FORMER STORE BUILDING,
 RD1380'29.4 FEET WEST OF THE NORTHWEST CORNER OF A COVERED BRIDGE OVER SANDY
 RD1380'RIVER, 42.0 FEET NORTH OF A T INTERSECTION OF THE CENTER LINES OF
 RD1380'GRAVEL ROADS, AND RIVETED ON TOP OF AN IRON PIPE WHICH IS ENCASED IN
 RD1380'CONCRETE AND PROJECTS 0.4 FOOT ABOVE THE GROUND.  WITNESS POST SET 3.0
 RD1380'FEET NORTHEAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1542 ***********************************************************************
 RC1542  DESIGNATION -  99=E 24
 RC1542  PID         -  RC1542
 RC1542  STATE/COUNTY-  OR/HOOD RIVER
 RC1542  USGS QUAD   -  BONNEVILLE DAM (1994)
 RC1542
 RC1542                         *CURRENT SURVEY CONTROL
 RC1542  ___________________________________________________________________
 RC1542* NAD 83(1986)-  45 40 08.     (N)    121 53 36.     (W)     SCALED    
 RC1542* NAVD 88     -        31.461  (meters)     103.22   (feet)  ADJUSTED  
 RC1542  ___________________________________________________________________
 RC1542  GEOID HEIGHT-         -21.76  (meters)                     GEOID03
 RC1542  DYNAMIC HT  -          31.459 (meters)     103.21  (feet)  COMP
 RC1542  MODELED GRAV-     980,581.9   (mgal)                       NAVD 88
 RC1542
 RC1542  VERT ORDER  -  FIRST     CLASS II
 RC1542
 RC1542.The horizontal coordinates were scaled from a topographic map and have
 RC1542.an estimated accuracy of +/- 6 seconds.
 RC1542
 RC1542.The orthometric height was determined by differential leveling
 RC1542.and adjusted in June 1991.
 RC1542.WARNING-Repeat measurements at this control monument indicate possible
 RC1542.vertical movement.
 RC1542
 RC1542.The geoid height was determined by GEOID03.
 RC1542
 RC1542.The dynamic height is computed by dividing the NAVD 88
 RC1542.geopotential number by the normal gravity value computed on the
 RC1542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1542.degrees latitude (g = 980.6199 gals.).
 RC1542
 RC1542.The modeled gravity was interpolated from observed gravity values.
 RC1542
 RC1542;                    North         East    Units  Estimated Accuracy
 RC1542;SPC OR N     -   223,430.    2,391,440.      MT  (+/- 180 meters Scaled)
 RC1542
 RC1542                          SUPERSEDED SURVEY CONTROL
 RC1542
 RC1542  NGVD 29 (??/??/92)   30.433  (m)           99.85   (f) ADJ UNCH    1 2
 RC1542
 RC1542.Superseded values are not recommended for survey control.
 RC1542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1542.See file dsdata.txt to determine how the superseded data were derived.
 RC1542
 RC1542_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER862578(NAD 83)
 RC1542_MARKER: DD = SURVEY DISK
 RC1542_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RC1542_SP_SET: SHALLOW-SET PIPE
 RC1542_STAMPING: 99.606 E 24 1898
 RC1542_MARK LOGO: USGS  
 RC1542_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC1542_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RC1542+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2007
 RC1542
 RC1542  HISTORY     - Date     Condition        Report By
 RC1542  HISTORY     - 1898     MONUMENTED       USGS
 RC1542  HISTORY     - 1935     GOOD             ORDT
 RC1542  HISTORY     - 1987     GOOD             USPSQD
 RC1542  HISTORY     - 1987     GOOD             NGS
 RC1542  HISTORY     - 1989     GOOD             USPSQD
 RC1542  HISTORY     - 20040726 MARK NOT FOUND   USPSQD
 RC1542  HISTORY     - 20070330 GOOD             USPSQD
 RC1542
 RC1542                          STATION DESCRIPTION
 RC1542
 RC1542'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1935
 RC1542'IN CASCADE LOCKS.
 RC1542'ABOUT 330 FEET SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 RC1542'STATION AT CASCADE LOCKS, HOOD RIVER COUNTY, 12 FEET NORTHEAST OF A
 RC1542'WALK LEADING TO A BUILDING, 12 FEET NORTHWEST OF A 21 INCH FIR TREE,
 RC1542'49 FEET NORTHWEST OF THE TRACK CENTERLINE, 33 FEET SOUTHWEST OF TWO 12
 RC1542'INCH OAK TREES GROWING 1 FOOT APART.  A UNITED STATES GEOLOGICAL
 RC1542'SURVEY STANDARD DISK STAMPED 99.606 E 24 1898 AND RIVETED TO A 3 1/2
 RC1542'INCH IRON PIPE ENCASED IN CONCRETE AND PROJECTING 10 INCHES ABOVE THE
 RC1542'GROUND.  ON US ENGINEER PROPERTY.
 RC1542
 RC1542                          STATION RECOVERY (1987)
 RC1542
 RC1542'RECOVERY NOTE BY US POWER SQUADRON 1987 (KRN)
 RC1542'RECOVERED IN GOOD CONDITION.
 RC1542
 RC1542                          STATION RECOVERY (1987)
 RC1542
 RC1542'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RC1542'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.4 KM
 RC1542'(0.25 MI) EAST ALONG WANAPA STREET (US HIGHWAY 30) IN CASCADE LOCKS,
 RC1542'THENCE 0.1 KM (0.05 MI) SOUTHWEST ALONG A ROAD, THENCE 0.1 KM
 RC1542'(0.05 MI) NORTH ALONG A ROAD ON THE WEST SIDE OF A RAILROAD TO THE
 RC1542'MARK ON THE RIGHT, 0.1 KM (0.05 MI) NORTHEAST ALONG THE UNION PACIFIC
 RC1542'RAILROAD FROM BENCH MARK F 231 PPL, 7.2 M (23.6 FT) EAST OF THE ROAD
 RC1542'CENTERLINE, 22.6 M (74.1 FT) SOUTHWEST OF THE SOUTHWEST END OF A
 RC1542'PARKING LOT AND A CROSS ROAD, 15.5 M (50.9 FT) NORTH OF A GUY WIRE,
 RC1542'10.5 M (34.4 FT) NORTH OF TELEPHONE JUNCTION BOX 5, 6.5 M (21.3 FT)
 RC1542'WEST OF A HEDGE ROW.
 RC1542'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 RC1542'THE MARK IS 0.18 M ABOVE THE GROUND.
 RC1542
 RC1542                          STATION RECOVERY (1989)
 RC1542
 RC1542'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RC1542'RECOVERED IN GOOD CONDITION.
 RC1542
 RC1542                          STATION RECOVERY (2004)
 RC1542
 RC1542'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 RC1542'MARK NOT FOUND.
 RC1542
 RC1542                          STATION RECOVERY (2007)
 RC1542
 RC1542'RECOVERY NOTE BY US POWER SQUADRON 2007 (RHH)
 RC1542'USE DIMENSIONS FROM 1935 AND 1987 DESCRIPTIONS.  MARK IS IN CASCADE
 RC1542'LOCKS MARITIME PARK ALONG-SIDE ACCESS ROAD TO VISITORS CENTER.  THE 21
 RC1542'INCH FIR TREE IS NOW ABOUT 4.5 FEET IN DIAMETER AND THE MARK LIES 11.5
 RC1542'FEET NNW OF FIR TREE AND 9.5 FEET SE OF MARINE PARK ACCESS ROAD.  MARK
 RC1542'IS ON PROTRUDING PIPE ABOUT 6 INCHES ABOVE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC0453 ***********************************************************************
 SC0453  DESIGNATION -  9=P 31
 SC0453  PID         -  SC0453
 SC0453  STATE/COUNTY-  OR/CLATSOP
 SC0453  USGS QUAD   -  CATHLAMET BAY (1984)
 SC0453
 SC0453                         *CURRENT SURVEY CONTROL
 SC0453  ___________________________________________________________________
 SC0453* NAD 83(1986)-  46 10 15.     (N)    123 39 29.     (W)     SCALED    
 SC0453* NAVD 88     -         4.014  (meters)      13.17   (feet)  POSTED    
 SC0453  ___________________________________________________________________
 SC0453  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 SC0453  DYNAMIC HT  -           4.010 (meters)      13.16  (feet)  COMP
 SC0453  MODELED GRAV-     980,711.9   (mgal)                       NAVD 88
 SC0453
 SC0453  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 SC0453
 SC0453.The horizontal coordinates were scaled from a topographic map and have
 SC0453.an estimated accuracy of +/- 6 seconds.
 SC0453
 SC0453.The orthometric height was determined by differential leveling
 SC0453.and adjusted by the  in 1992.
 SC0453.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 SC0453.rate of 0.0 thru 1.0 mm/km.
 SC0453
 SC0453.The geoid height was determined by GEOID03.
 SC0453
 SC0453.The dynamic height is computed by dividing the NAVD 88
 SC0453.geopotential number by the normal gravity value computed on the
 SC0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0453.degrees latitude (g = 980.6199 gals.).
 SC0453
 SC0453.The modeled gravity was interpolated from observed gravity values.
 SC0453
 SC0453;                    North         East    Units  Estimated Accuracy
 SC0453;SPC OR N     -   283,050.    2,256,170.      MT  (+/- 180 meters Scaled)
 SC0453
 SC0453                          SUPERSEDED SURVEY CONTROL
 SC0453
 SC0453  NGVD 29 (??/??/92)    2.979  (m)            9.77   (f) ADJ UNCH    1 2
 SC0453
 SC0453.Superseded values are not recommended for survey control.
 SC0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0453.See file dsdata.txt to determine how the superseded data were derived.
 SC0453
 SC0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS492132(NAD 83)
 SC0453_MARKER: P = PIPE CAP
 SC0453_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SC0453_SP_SET: SHALLOW-SET PIPE
 SC0453_STAMPING: 9 P 31 1898
 SC0453_MARK LOGO: USGS  
 SC0453_PROJECTION: FLUSH
 SC0453_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC0453_ROD/PIPE-DEPTH: 3.0  meters
 SC0453
 SC0453  HISTORY     - Date     Condition        Report By
 SC0453  HISTORY     - 1898     MONUMENTED       USGS
 SC0453  HISTORY     - 1950     GOOD             NGS
 SC0453  HISTORY     - 1987     GOOD             NGS
 SC0453  HISTORY     - 20010820 GOOD             USPSQD
 SC0453
 SC0453                          STATION DESCRIPTION
 SC0453
 SC0453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 SC0453'IN SVENSEN.
 SC0453'THE MARK IS SET IN CONCRETE IN TOP OF 6-INCH DRAIN TILE PROJECTING 10
 SC0453'INCHES ABOVE GROUND, 24 1/2 FEET EAST OF THE SOUTHWEST CORNER, 15.9
 SC0453'FEET WEST OF THE SOUTHEAST CORNER AND DIRECTLY UNDER THE SOUTH EAVES
 SC0453'OF THE W.J. HUNT FEET WAREHOUSE AT THE S.P. AND S. RAILROAD STOP OF
 SC0453'SVENSEN.  THIS BUILDING IS ON THE SOUTH SIDE OF A SPUR TRACK SOUTH OF
 SC0453'THE MAIN LINE.  NOTE-- THE POST OFFICE AND RAILROAD STATION HERE HAVE
 SC0453'BEEN TORN DOWN.
 SC0453
 SC0453                          STATION RECOVERY (1987)
 SC0453
 SC0453'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SC0453'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  16.6 KM
 SC0453'(10.30 MI) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF 16TH
 SC0453'STREET IN ASTORIA, THENCE 0.6 KM (0.35 MI) NORTHERLY ALONG A PAVED
 SC0453'ROAD, 26.3 M (86.3 FT) SOUTH OF THE NEAR RAIL OF THE BURLINGTON
 SC0453'NORTHERN RAILROAD, 11.7 M (38.4 FT) WEST-NORTHWEST OF THE CENTER OF
 SC0453'THE ROAD, 7.9 M (25.9 FT) EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF
 SC0453'THE W.J. HUNT FEED WAREHOUSE, AND 6.4 M (21.0 FT) NORTHEAST OF THE
 SC0453'CENTER OF A GRAVELED DRIVEWAY.  NOTE=THIS MARK MAY HAVE BEEN STAMPED
 SC0453'8 A ORGINALLY, NOT LEVELED TO THIS SURVEY.
 SC0453'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 SC0453'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 SC0453
 SC0453                          STATION RECOVERY (2001)
 SC0453
 SC0453'RECOVERY NOTE BY US POWER SQUADRON 2001 (DPM)
 SC0453'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1319 ***********************************************************************
 RD1319  DESIGNATION -  A
 RD1319  PID         -  RD1319
 RD1319  STATE/COUNTY-  OR/CLACKAMAS
 RD1319  USGS QUAD   -  BRIGHTWOOD (1997)
 RD1319
 RD1319                         *CURRENT SURVEY CONTROL
 RD1319  ___________________________________________________________________
 RD1319* NAD 83(1986)-  45 22 29.     (N)    122 01 26.     (W)     SCALED    
 RD1319* NAVD 88     -       325.381  (meters)    1067.52   (feet)  ADJUSTED  
 RD1319  ___________________________________________________________________
 RD1319  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 RD1319  DYNAMIC HT  -         325.340 (meters)    1067.39  (feet)  COMP
 RD1319  MODELED GRAV-     980,481.4   (mgal)                       NAVD 88
 RD1319
 RD1319  VERT ORDER  -  SECOND    CLASS 0
 RD1319
 RD1319.The horizontal coordinates were scaled from a topographic map and have
 RD1319.an estimated accuracy of +/- 6 seconds.
 RD1319
 RD1319.The orthometric height was determined by differential leveling
 RD1319.and adjusted in June 1991.
 RD1319
 RD1319.The geoid height was determined by GEOID03.
 RD1319
 RD1319.The dynamic height is computed by dividing the NAVD 88
 RD1319.geopotential number by the normal gravity value computed on the
 RD1319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1319.degrees latitude (g = 980.6199 gals.).
 RD1319
 RD1319.The modeled gravity was interpolated from observed gravity values.
 RD1319
 RD1319;                    North         East    Units  Estimated Accuracy
 RD1319;SPC OR N     -   190,930.    2,380,650.      MT  (+/- 180 meters Scaled)
 RD1319
 RD1319                          SUPERSEDED SURVEY CONTROL
 RD1319
 RD1319  NGVD 29 (??/??/92)  324.318  (m)         1064.03   (f) ADJ UNCH    2 0
 RD1319
 RD1319.Superseded values are not recommended for survey control.
 RD1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1319.See file dsdata.txt to determine how the superseded data were derived.
 RD1319
 RD1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER764250(NAD 83)
 RD1319_MARKER: DD = SURVEY DISK
 RD1319_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD1319_SP_SET: SIDEWALK
 RD1319_STAMPING: A 1933 1063
 RD1319_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD1319
 RD1319  HISTORY     - Date     Condition        Report By
 RD1319  HISTORY     - 1933     MONUMENTED       ORDT
 RD1319  HISTORY     - 1947     GOOD             NGS
 RD1319
 RD1319                          STATION DESCRIPTION
 RD1319
 RD1319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 RD1319'3.25 MI W FROM WEMME.
 RD1319'3.25 MILES WEST ALONG STATE HIGHWAY 50 FROM THE POST OFFICE AT WEMME,
 RD1319'AT THE WEST END OF A CONCRETE BRIDGE OVER SALMON RIVER, SET IN TOP OF
 RD1319'THE SOUTHWEST CORNER OF THE SOUTH SIDEWALK, 0.4 FOOT NORTHWEST OF THE
 RD1319'SOUTH GUARD WALL, AND 0.4 FOOT EAST OF THE WEST END OF THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1525 ***********************************************************************
 RC1525  DESIGNATION -  A
 RC1525  PID         -  RC1525
 RC1525  STATE/COUNTY-  OR/MULTNOMAH
 RC1525  USGS QUAD   -  BONNEVILLE DAM (1994)
 RC1525
 RC1525                         *CURRENT SURVEY CONTROL
 RC1525  ___________________________________________________________________
 RC1525* NAD 83(1986)-  45 38 14.     (N)    121 56 31.     (W)     SCALED    
 RC1525* NAVD 88     -        27.996  (meters)      91.85   (feet)  ADJUSTED  
 RC1525  ___________________________________________________________________
 RC1525  GEOID HEIGHT-         -21.81  (meters)                     GEOID03
 RC1525  DYNAMIC HT  -          27.995 (meters)      91.85  (feet)  COMP
 RC1525  MODELED GRAV-     980,576.0   (mgal)                       NAVD 88
 RC1525
 RC1525  VERT ORDER  -  FIRST     CLASS II
 RC1525
 RC1525.The horizontal coordinates were scaled from a topographic map and have
 RC1525.an estimated accuracy of +/- 6 seconds.
 RC1525
 RC1525.The orthometric height was determined by differential leveling
 RC1525.and adjusted in June 1991.
 RC1525
 RC1525.The geoid height was determined by GEOID03.
 RC1525
 RC1525.The dynamic height is computed by dividing the NAVD 88
 RC1525.geopotential number by the normal gravity value computed on the
 RC1525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1525.degrees latitude (g = 980.6199 gals.).
 RC1525
 RC1525.The modeled gravity was interpolated from observed gravity values.
 RC1525
 RC1525;                    North         East    Units  Estimated Accuracy
 RC1525;SPC OR N     -   219,980.    2,387,590.      MT  (+/- 180 meters Scaled)
 RC1525
 RC1525                          SUPERSEDED SURVEY CONTROL
 RC1525
 RC1525  NGVD 29 (??/??/92)   26.977  (m)           88.51   (f) ADJ UNCH    1 2
 RC1525
 RC1525.Superseded values are not recommended for survey control.
 RC1525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1525.See file dsdata.txt to determine how the superseded data were derived.
 RC1525
 RC1525_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER824542(NAD 83)
 RC1525_MARKER: DD = SURVEY DISK
 RC1525_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RC1525_SP_SET: FOUNDATION
 RC1525_STAMPING: EL 88.3000
 RC1525_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RC1525
 RC1525  HISTORY     - Date     Condition        Report By
 RC1525  HISTORY     - UNK      MONUMENTED       DOD
 RC1525  HISTORY     - 1941     GOOD             NGS
 RC1525
 RC1525                          STATION DESCRIPTION
 RC1525
 RC1525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 RC1525'IN BONNEVILLE.
 RC1525'ALONG THE MAIN UNION PACIFIC RAILROAD TRACK IN THE NORTHEAST PART OF
 RC1525'BONNEVILLE.  SOUTHWEST CORNER OF CONCRETE FOUNDATION FOR R.R.
 RC1525'WATERTANK SPOUT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1906 ***********************************************************************
 RD1906  DESIGNATION -  A
 RD1906  PID         -  RD1906
 RD1906  STATE/COUNTY-  OR/TILLAMOOK
 RD1906  USGS QUAD   -  TILLAMOOK (1985)
 RD1906
 RD1906                         *CURRENT SURVEY CONTROL
 RD1906  ___________________________________________________________________
 RD1906* NAD 83(1991)-  45 27 22.56913(N)    123 51 17.64100(W)     ADJUSTED  
 RD1906* NAVD 88     -         7.32   (+/-2cm)      24.0    (feet)  VERTCON   
 RD1906  ___________________________________________________________________
 RD1906  LAPLACE CORR-          19.82  (seconds)                    DEFLEC99
 RD1906  GEOID HEIGHT-         -22.34  (meters)                     GEOID03
 RD1906  HORZ ORDER  -  SECOND
 RD1906  VERT ORDER  -  THIRD ? (See Below)
 RD1906
 RD1906.The horizontal coordinates were established by classical geodetic methods
 RD1906.and adjusted by the National Geodetic Survey in October 1991.
 RD1906
 RD1906.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD1906.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD1906.The vertical order pertains to the NGVD 29 superseded value.
 RD1906
 RD1906.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1906
 RD1906.The geoid height was determined by GEOID03.
 RD1906
 RD1906;                    North         East     Units Scale Factor Converg.
 RD1906;SPC OR N     -   204,311.684 2,237,684.351   MT  0.99990715   -2 22 45.3
 RD1906;SPC OR N     -   670,313.92  7,341,484.09   iFT  0.99990715   -2 22 45.3
 RD1906;UTM  10      - 5,033,993.582   433,157.728   MT  0.99965493   -0 36 33.6
 RD1906
 RD1906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1906!SPC OR N     -   1.00000235  x   0.99990715  =   0.99990950
 RD1906!UTM  10      -   1.00000235  x   0.99965493  =   0.99965728
 RD1906
 RD1906                          SUPERSEDED SURVEY CONTROL
 RD1906
 RD1906  NAD 83(1986)-  45 27 22.59903(N)    123 51 17.63858(W) AD(       ) 2
 RD1906  NAD 27      -  45 27 23.22200(N)    123 51 13.18000(W) AD(       ) 2
 RD1906  NGVD 29 (07/19/86)    6.28   (m)           20.6    (f) LEVELING    3  
 RD1906
 RD1906.Superseded values are not recommended for survey control.
 RD1906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1906.See file dsdata.txt to determine how the superseded data were derived.
 RD1906
 RD1906_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR3315833994(NAD 83)
 RD1906_MARKER: Z = SEE DESCRIPTION
 RD1906_SETTING: 0 = UNSPECIFIED SETTING
 RD1906_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD1906
 RD1906  HISTORY     - Date     Condition        Report By
 RD1906  HISTORY     - 1956     MONUMENTED       USE
 RD1906  HISTORY     - 20020303 MARK NOT FOUND   USPSQD
 RD1906
 RD1906                          STATION DESCRIPTION
 RD1906
 RD1906'DESCRIBED BY US ENGINEERS 1956 (FN)
 RD1906'LOCATED IN THE WEST PART OF TILLAMOOK, ACROSS WEST THIRD STREET
 RD1906'FROM THE TILLAMOOK COUNTY GENERAL HOSPITAL, IN THE DRIVEWAY TO
 RD1906'1005 WEST THIRD STREET, 5.6 METERS SOUTH OF THE CENTERLINE OF
 RD1906'STREET, 5.3 METERS WEST OF A FIRE HYDRANT, 2.9 METERS NORTHEAST
 RD1906'OF A POWER POLE, 4 FEET EAST OF WEST END OF CURBING ON SOUTH SIDE
 RD1906'OF STREET, 1.2 FEET SOUTH OF CURBING, IN WEST EDGE OF DRIVEWAY.
 RD1906'IT IS A STANDARD CORPS OF ENGINEERS DISK STAMPED A 1939 SET IN TOP
 RD1906'OF A CONCRETE POST ABOUT 6 INCHES BELOW THE SURFACE OF THE
 RD1906'DRIVE.
 RD1906'
 RD1906'TO REACH THE STATION FROM THE INTERSECTION OF FIRST STREET AND
 RD1906'MAIN AVENUE IN TILLAMOOK GO SOUTH 0.1 MILE ON MAIN AVENUE TO THE
 RD1906'INTERSECTION OF THIRD STREET AND MAIN AVENUE, TURN RIGHT AND GO
 RD1906'WEST ON WEST THIRD STREET 0.6 MILE TO STATION ON THE LEFT (SOUTH)
 RD1906'SIDE OF STREET.
 RD1906
 RD1906                          STATION RECOVERY (2002)
 RD1906
 RD1906'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 RD1906'AREA HAS BEEN PAVED OVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2069 ***********************************************************************
 RD2069  DESIGNATION -  A
 RD2069  PID         -  RD2069
 RD2069  STATE/COUNTY-  OR/CLATSOP
 RD2069  USGS QUAD   -  ARCH CAPE (1985)
 RD2069
 RD2069                         *CURRENT SURVEY CONTROL
 RD2069  ___________________________________________________________________
 RD2069* NAD 83(1991)-  45 47 18.35470(N)    123 55 51.83453(W)     ADJUSTED  
 RD2069* NAVD 88     -              **(meters)            **(feet)            
 RD2069  ___________________________________________________________________
 RD2069  LAPLACE CORR-          25.06  (seconds)                    DEFLEC99
 RD2069  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 RD2069  HORZ ORDER  -  THIRD
 RD2069
 RD2069.The horizontal coordinates were established by classical geodetic methods
 RD2069.and adjusted by the National Geodetic Survey in October 1991.
 RD2069
 RD2069
 RD2069.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2069
 RD2069.The geoid height was determined by GEOID03.
 RD2069
 RD2069;                    North         East     Units Scale Factor Converg.
 RD2069;SPC OR N     -   241,443.684 2,233,299.911   MT  0.99995309   -2 25 59.7
 RD2069;SPC OR N     -   792,138.07  7,327,099.45   iFT  0.99995309   -2 25 59.7
 RD2069;UTM  10      - 5,070,962.738   427,631.271   MT  0.99966439   -0 40 02.6
 RD2069
 RD2069                          SUPERSEDED SURVEY CONTROL
 RD2069
 RD2069  NAD 83(1986)-  45 47 18.37605(N)    123 55 51.81782(W) AD(       ) 4
 RD2069  NAD 27      -  45 47 19.15000(N)    123 55 47.33000(W) AD(       ) 3
 RD2069
 RD2069.Superseded values are not recommended for survey control.
 RD2069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2069.See file dsdata.txt to determine how the superseded data were derived.
 RD2069
 RD2069_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR2763170963(NAD 83)
 RD2069
 RD2069  HISTORY     - Date     Condition        Report By
 RD2069  HISTORY     - 1875     MONUMENTED       COASUR
 RD2069  HISTORY     - 1934     SEE DESCRIPTION  ORGS
 RD2069
 RD2069                          STATION DESCRIPTION
 RD2069
 RD2069'DESCRIBED BY OREGON GEODETIC SURVEY 1934
 RD2069'THIS UNCHECKED INTERSECTED POSITION IS THE SUMMIT OF A PEAK JUST
 RD2069'N OF THE S LINE OF THE COUNTY, AND ABOUT 2 MILES E AND A LITTLE TO
 RD2069'THE S OF ARCH CAPE.  IT IS ABOUT 2775 FEET HIGH, AND STANDS S OF
 RD2069'ARCH CAPE CREEK.  SEE ALSO UNDER HILL A.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC0590 ***********************************************************************
 SC0590  DESIGNATION -  A 1
 SC0590  PID         -  SC0590
 SC0590  STATE/COUNTY-  OR/CLATSOP
 SC0590  USGS QUAD   -  WARRENTON (1996)
 SC0590
 SC0590                         *CURRENT SURVEY CONTROL
 SC0590  ___________________________________________________________________
 SC0590* NAD 83(1986)-  46 12 23.     (N)    123 57 11.     (W)     SCALED    
 SC0590* NAVD 88     -         3.895  (meters)      12.78   (feet)  ADJUSTED  
 SC0590  ___________________________________________________________________
 SC0590  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 SC0590  DYNAMIC HT  -           3.895 (meters)      12.78  (feet)  COMP
 SC0590  MODELED GRAV-     980,713.8   (mgal)                       NAVD 88
 SC0590
 SC0590  VERT ORDER  -  FIRST     CLASS II
 SC0590
 SC0590.The horizontal coordinates were scaled from a topographic map and have
 SC0590.an estimated accuracy of +/- 6 seconds.
 SC0590
 SC0590.The orthometric height was determined by differential leveling
 SC0590.and adjusted in June 1991.
 SC0590
 SC0590.The geoid height was determined by GEOID03.
 SC0590
 SC0590.The dynamic height is computed by dividing the NAVD 88
 SC0590.geopotential number by the normal gravity value computed on the
 SC0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0590.degrees latitude (g = 980.6199 gals.).
 SC0590
 SC0590.The modeled gravity was interpolated from observed gravity values.
 SC0590
 SC0590;                    North         East    Units  Estimated Accuracy
 SC0590;SPC OR N     -   287,930.    2,233,580.      MT  (+/- 180 meters Scaled)
 SC0590
 SC0590                          SUPERSEDED SURVEY CONTROL
 SC0590
 SC0590  NGVD 29 (??/??/92)    2.796  (m)            9.17   (f) ADJ UNCH    1 2
 SC0590
 SC0590.Superseded values are not recommended for survey control.
 SC0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0590.See file dsdata.txt to determine how the superseded data were derived.
 SC0590
 SC0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS264174(NAD 83)
 SC0590_MARKER: X = CHISELED CROSS
 SC0590_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SC0590_SP_SET: FOOTING
 SC0590_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC0590
 SC0590  HISTORY     - Date     Condition        Report By
 SC0590  HISTORY     - UNK      MONUMENTED       DOD
 SC0590  HISTORY     - 1966     MARK NOT FOUND   NGS
 SC0590  HISTORY     - 1987     MARK NOT FOUND   NGS
 SC0590
 SC0590                          STATION DESCRIPTION
 SC0590
 SC0590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 SC0590'IN FORT STEVENS.
 SC0590'AT FORT STEVENS, CLATSOP COUNTY, AT SEARCHLIGHT 7, ON THE TOP OF THE
 SC0590'CONCRETE FOOTING IN THE SECOND LINE OF FOOTINGS FROM THE SOUTH SIDE,
 SC0590'AND 6 FEET NORTHEAST OF THE SOUTHWEST CORNER FOOTING OF THE
 SC0590'SEARCHLIGHT.  A CHISELED CROSS.
 SC0590
 SC0590                          STATION RECOVERY (1987)
 SC0590
 SC0590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SC0590'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1316 ***********************************************************************
 QE1316  DESIGNATION -  A 1
 QE1316  PID         -  QE1316
 QE1316  STATE/COUNTY-  OR/LINCOLN
 QE1316  USGS QUAD   -  WALDPORT (1984)
 QE1316
 QE1316                         *CURRENT SURVEY CONTROL
 QE1316  ___________________________________________________________________
 QE1316* NAD 83(1986)-  44 26 05.     (N)    124 04 24.     (W)     SCALED    
 QE1316* NAVD 88     -        21.539  (meters)      70.67   (feet)  ADJUSTED  
 QE1316  ___________________________________________________________________
 QE1316  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 QE1316  DYNAMIC HT  -          21.538 (meters)      70.66  (feet)  COMP
 QE1316  MODELED GRAV-     980,576.4   (mgal)                       NAVD 88
 QE1316
 QE1316  VERT ORDER  -  FIRST     CLASS II
 QE1316
 QE1316.The horizontal coordinates were scaled from a topographic map and have
 QE1316.an estimated accuracy of +/- 6 seconds.
 QE1316
 QE1316.The orthometric height was determined by differential leveling
 QE1316.and adjusted in June 1991.
 QE1316
 QE1316.The geoid height was determined by GEOID03.
 QE1316
 QE1316.The dynamic height is computed by dividing the NAVD 88
 QE1316.geopotential number by the normal gravity value computed on the
 QE1316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1316.degrees latitude (g = 980.6199 gals.).
 QE1316
 QE1316.The modeled gravity was interpolated from observed gravity values.
 QE1316
 QE1316;                    North         East    Units  Estimated Accuracy
 QE1316;SPC OR N     -    91,640.    2,215,600.      MT  (+/- 180 meters Scaled)
 QE1316
 QE1316                          SUPERSEDED SURVEY CONTROL
 QE1316
 QE1316  NGVD 29 (??/??/92)   20.536  (m)           67.38   (f) ADJ UNCH    1 2
 QE1316
 QE1316.Superseded values are not recommended for survey control.
 QE1316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1316.See file dsdata.txt to determine how the superseded data were derived.
 QE1316
 QE1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ145207(NAD 83)
 QE1316_MARKER: DD = SURVEY DISK
 QE1316_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QE1316_SP_SET: ABUTMENT
 QE1316_STAMPING: 66.7 A 1 1936
 QE1316_MARK LOGO: ORHD  
 QE1316_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QE1316+STABILITY: POSITION/ELEVATION WELL
 QE1316
 QE1316  HISTORY     - Date     Condition        Report By
 QE1316  HISTORY     - 1936     MONUMENTED       CGS
 QE1316  HISTORY     - 1941     GOOD             NGS
 QE1316  HISTORY     - 1988     GOOD             NGS
 QE1316  HISTORY     - 1989     GOOD             USPSQD
 QE1316  HISTORY     - 20020303 MARK NOT FOUND   USPSQD
 QE1316
 QE1316                          STATION DESCRIPTION
 QE1316
 QE1316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QE1316'0.65 MI N FROM WALDPORT.
 QE1316'ALONG U. S. HIGHWAY 101, 0.65 MILES NORTH OF WALDPORT, IN THE
 QE1316'NORTHEAST CORNER OF ALSEA BAY BRIDGE, IN A SMALL SHELF AT THE
 QE1316'NORTHEAST CORNER OF THE EAST PYLON, 2.5 FEET ABOVE THE WALK.
 QE1316
 QE1316                          STATION RECOVERY (1988)
 QE1316
 QE1316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QE1316'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  ADD--5.2 M
 QE1316'(17.1 FT) EAST OF THE CENTERLINE OF THE HIGHWAY.
 QE1316
 QE1316                          STATION RECOVERY (1989)
 QE1316
 QE1316'RECOVERY NOTE BY US POWER SQUADRON 1989 (AES)
 QE1316'RECOVERED IN GOOD CONDITION.
 QE1316
 QE1316                          STATION RECOVERY (2002)
 QE1316
 QE1316'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 QE1316'BRIDGE HAS BEEN REPLACED.HIGHWAY REALIGNED
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0058 ***********************************************************************
 NZ0058  DESIGNATION -  A 1
 NZ0058  PID         -  NZ0058
 NZ0058  STATE/COUNTY-  OR/JACKSON
 NZ0058  USGS QUAD   -  UNION CREEK (1989)
 NZ0058
 NZ0058                         *CURRENT SURVEY CONTROL
 NZ0058  ___________________________________________________________________
 NZ0058* NAD 83(1986)-  42 55 42.     (N)    122 25 26.     (W)     SCALED    
 NZ0058* NAVD 88     -      1067.553  (meters)    3502.46   (feet)  ADJUSTED  
 NZ0058  ___________________________________________________________________
 NZ0058  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 NZ0058  DYNAMIC HT  -        1067.023 (meters)    3500.72  (feet)  COMP
 NZ0058  MODELED GRAV-     980,088.2   (mgal)                       NAVD 88
 NZ0058
 NZ0058  VERT ORDER  -  SECOND    CLASS 0
 NZ0058
 NZ0058.The horizontal coordinates were scaled from a topographic map and have
 NZ0058.an estimated accuracy of +/- 6 seconds.
 NZ0058
 NZ0058.The orthometric height was determined by differential leveling
 NZ0058.and adjusted in June 1991.
 NZ0058
 NZ0058.The geoid height was determined by GEOID03.
 NZ0058
 NZ0058.The dynamic height is computed by dividing the NAVD 88
 NZ0058.geopotential number by the normal gravity value computed on the
 NZ0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0058.degrees latitude (g = 980.6199 gals.).
 NZ0058
 NZ0058.The modeled gravity was interpolated from observed gravity values.
 NZ0058
 NZ0058;                    North         East    Units  Estimated Accuracy
 NZ0058;SPC OR S     -   141,950.    1,342,970.      MT  (+/- 180 meters Scaled)
 NZ0058
 NZ0058                          SUPERSEDED SURVEY CONTROL
 NZ0058
 NZ0058  NGVD 29 (??/??/92) 1066.325  (m)         3498.43   (f) ADJ UNCH    2 0
 NZ0058
 NZ0058.Superseded values are not recommended for survey control.
 NZ0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0058.See file dsdata.txt to determine how the superseded data were derived.
 NZ0058
 NZ0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN470530(NAD 83)
 NZ0058_MARKER: DD = SURVEY DISK
 NZ0058_SETTING: 0 = UNSPECIFIED SETTING
 NZ0058_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0058
 NZ0058  HISTORY     - Date     Condition        Report By
 NZ0058  HISTORY     - UNK      MONUMENTED       BPR
 NZ0058  HISTORY     - 1969     GOOD             NGS
 NZ0058
 NZ0058                          STATION DESCRIPTION
 NZ0058
 NZ0058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 NZ0058'2.0 MI NE FROM UNION CREEK.
 NZ0058'1.3 MILES NORTHEAST ALONG STATE HIGHWAY 62 FROM THE UNION CREEK RANGER
 NZ0058'STATION TO THE JUNCTION WITH STATE HIGHWAY 230, THENCE NORTH ALONG
 NZ0058'STATE HIGHWAY 230 FOR 0.7 MILE TO THE BENCH MARK ON THE LEFT, 0.1 MILE
 NZ0058'NORTH OF THE BRIDGE OVER CASTLE CREEK, 57 FEET WEST AND ACROSS THE
 NZ0058'HIGHWAY FROM BENCH MARK A-2, 28.5 FEET WEST OF THE CENTER OF THE
 NZ0058'HIGHWAY AND 0.5 FOOT SOUTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0365 ***********************************************************************
 PC0365  DESIGNATION -  A 10
 PC0365  PID         -  PC0365
 PC0365  STATE/COUNTY-  OR/DOUGLAS
 PC0365  USGS QUAD   -  ROSEBURG EAST (1987)
 PC0365
 PC0365                         *CURRENT SURVEY CONTROL
 PC0365  ___________________________________________________________________
 PC0365* NAD 83(1986)-  43 12 37.     (N)    123 20 29.     (W)     SCALED    
 PC0365* NAVD 88     -       146.886  (meters)     481.91   (feet)  ADJUSTED  
 PC0365  ___________________________________________________________________
 PC0365  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 PC0365  DYNAMIC HT  -         146.855 (meters)     481.81  (feet)  COMP
 PC0365  MODELED GRAV-     980,408.3   (mgal)                       NAVD 88
 PC0365
 PC0365  VERT ORDER  -  FIRST     CLASS II
 PC0365
 PC0365.The horizontal coordinates were scaled from a topographic map and have
 PC0365.an estimated accuracy of +/- 6 seconds.
 PC0365
 PC0365.The orthometric height was determined by differential leveling
 PC0365.and adjusted in June 1991.
 PC0365.WARNING-Repeat measurements at this control monument indicate possible
 PC0365.vertical movement.
 PC0365
 PC0365.The geoid height was determined by GEOID03.
 PC0365
 PC0365.The dynamic height is computed by dividing the NAVD 88
 PC0365.geopotential number by the normal gravity value computed on the
 PC0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0365.degrees latitude (g = 980.6199 gals.).
 PC0365
 PC0365.The modeled gravity was interpolated from observed gravity values.
 PC0365
 PC0365;                    North         East    Units  Estimated Accuracy
 PC0365;SPC OR S     -   175,380.    1,269,170.      MT  (+/- 180 meters Scaled)
 PC0365
 PC0365                          SUPERSEDED SURVEY CONTROL
 PC0365
 PC0365  NGVD 29 (??/??/92)  145.827  (m)          478.43   (f) ADJ UNCH    1 2
 PC0365
 PC0365.Superseded values are not recommended for survey control.
 PC0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0365.See file dsdata.txt to determine how the superseded data were derived.
 PC0365
 PC0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN722842(NAD 83)
 PC0365_MARKER: DB = BENCH MARK DISK
 PC0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PC0365_STAMPING: ELEV. 477.745 FT. A 10 1920
 PC0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0365+STABILITY: SURFACE MOTION
 PC0365
 PC0365  HISTORY     - Date     Condition        Report By
 PC0365  HISTORY     - 1920     MONUMENTED       CGS
 PC0365  HISTORY     - 1954     GOOD             NGS
 PC0365  HISTORY     - 1956     GOOD             NGS
 PC0365
 PC0365                          STATION DESCRIPTION
 PC0365
 PC0365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 PC0365'IN ROSEBURG.
 PC0365'AT ROSEBURG, AT THE INTERSECTION OF EAST DOUGLAS AND MAIN STREETS, AT
 PC0365'THE COURTHOUSE, 125.9 FEET SOUTHWEST OF THE WEST CORNER OF THE
 PC0365'COURTHOUSE, 115.0 FEET SOUTHEAST OF THE SOUTHEAST CURB OF NORTH MAIN
 PC0365'STREET, 38.1 FEET NORTHWEST OF THE NORTHWEST EDGE OF THE CONCRETE
 PC0365'SIDEWALK LEADING TO THE COURTHOUSE, 21.9 FEET NORTHEAST OF THE
 PC0365'NORTHEAST CURB OF EAST DOUGLAS STREET, ABOUT 1/2 FOOT LOWER THAN THE
 PC0365'STREET, 0.4 FOOT UNDERGROUND, AND SET IN THE TOP OF A CONCRETE POST.
 PC0365'NOTE-- AN 8-INCH CORRUGATED METAL PIPE WITH A METAL COVER WAS PLACED
 PC0365'AROUND THE MARK.
 PC0365
 PC0365                          STATION RECOVERY (1956)
 PC0365
 PC0365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 PC0365'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0109 ***********************************************************************
 PC0109  DESIGNATION -  A 10
 PC0109  PID         -  PC0109
 PC0109  STATE/COUNTY-  OR/DOUGLAS
 PC0109  USGS QUAD   -  HAMAKER BUTTE (1985)
 PC0109
 PC0109                         *CURRENT SURVEY CONTROL
 PC0109  ___________________________________________________________________
 PC0109* NAD 83(1986)-  43 03 28.     (N)    122 20 50.     (W)     SCALED    
 PC0109* NAVD 88     -      1247.246  (meters)    4092.01   (feet)  ADJUSTED  
 PC0109  ___________________________________________________________________
 PC0109  GEOID HEIGHT-         -22.23  (meters)                     GEOID03
 PC0109  DYNAMIC HT  -        1246.610 (meters)    4089.92  (feet)  COMP
 PC0109  MODELED GRAV-     980,066.7   (mgal)                       NAVD 88
 PC0109
 PC0109  VERT ORDER  -  SECOND    CLASS 0
 PC0109
 PC0109.The horizontal coordinates were scaled from a topographic map and have
 PC0109.an estimated accuracy of +/- 6 seconds.
 PC0109
 PC0109.The orthometric height was determined by differential leveling
 PC0109.and adjusted in June 1991.
 PC0109
 PC0109.The geoid height was determined by GEOID03.
 PC0109
 PC0109.The dynamic height is computed by dividing the NAVD 88
 PC0109.geopotential number by the normal gravity value computed on the
 PC0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0109.degrees latitude (g = 980.6199 gals.).
 PC0109
 PC0109.The modeled gravity was interpolated from observed gravity values.
 PC0109
 PC0109;                    North         East    Units  Estimated Accuracy
 PC0109;SPC OR S     -   156,190.    1,349,550.      MT  (+/- 180 meters Scaled)
 PC0109
 PC0109                          SUPERSEDED SURVEY CONTROL
 PC0109
 PC0109  NGVD 29 (??/??/92) 1245.996  (m)         4087.91   (f) ADJ UNCH    2 0
 PC0109
 PC0109.Superseded values are not recommended for survey control.
 PC0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0109.See file dsdata.txt to determine how the superseded data were derived.
 PC0109
 PC0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN531674(NAD 83)
 PC0109_MARKER: DD = SURVEY DISK
 PC0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PC0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0109+STABILITY: SURFACE MOTION
 PC0109
 PC0109  HISTORY     - Date     Condition        Report By
 PC0109  HISTORY     - UNK      MONUMENTED       BPR
 PC0109  HISTORY     - 1969     GOOD             NGS
 PC0109
 PC0109                          STATION DESCRIPTION
 PC0109
 PC0109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 PC0109'12.4 MI NE FROM UNION CREEK.
 PC0109'1.3 MILES NORTHEAST ALONG STATE HIGHWAY 62 FROM THE UNION CREEK RANGER
 PC0109'STATION TO THE JUNCTION WITH STATE HIGHWAY 230, THENCE NORTHEAST ALONG
 PC0109'STATE HIGHWAY 230 FOR 11.1 MILES TO THE BENCH MARK ON THE LEFT, 12.5
 PC0109'MILES SOUTHWEST OF THE JUNCTION OF STATE HIGHWAYS 138 AND 230, 0.9
 PC0109'MILE NORTH OF THE CONCRETE BRIDGE OVER MUIR CREEK, 0.2 MILE NORTH OF
 PC0109'MILE POST 11, 0.1 MILE NORTH OF A LOADING CHUTE AT A SMALL CORRAL, 132
 PC0109'FEET NORTHWEST AND ACROSS THE HIGHWAY FROM BENCH MARK A 9 (BPR), 74
 PC0109'FEET NORTHWEST OF THE CENTER OF THE HIGHWAY, AND 1 FOOT NORTH OF A
 PC0109'METAL WITNESS POST SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT
 PC0109'PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0366 ***********************************************************************
 PC0366  DESIGNATION -  A 10 RESET
 PC0366  PID         -  PC0366
 PC0366  STATE/COUNTY-  OR/DOUGLAS
 PC0366  USGS QUAD   -  ROSEBURG EAST (1987)
 PC0366
 PC0366                         *CURRENT SURVEY CONTROL
 PC0366  ___________________________________________________________________
 PC0366* NAD 83(1986)-  43 12 36.     (N)    123 20 29.     (W)     SCALED    
 PC0366* NAVD 88     -       146.870  (meters)     481.86   (feet)  ADJUSTED  
 PC0366  ___________________________________________________________________
 PC0366  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 PC0366  DYNAMIC HT  -         146.840 (meters)     481.76  (feet)  COMP
 PC0366  MODELED GRAV-     980,408.2   (mgal)                       NAVD 88
 PC0366
 PC0366  VERT ORDER  -  FIRST     CLASS II
 PC0366
 PC0366.The horizontal coordinates were scaled from a topographic map and have
 PC0366.an estimated accuracy of +/- 6 seconds.
 PC0366
 PC0366.The orthometric height was determined by differential leveling
 PC0366.and adjusted in June 1991.
 PC0366
 PC0366.The geoid height was determined by GEOID03.
 PC0366
 PC0366.The dynamic height is computed by dividing the NAVD 88
 PC0366.geopotential number by the normal gravity value computed on the
 PC0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0366.degrees latitude (g = 980.6199 gals.).
 PC0366
 PC0366.The modeled gravity was interpolated from observed gravity values.
 PC0366
 PC0366;                    North         East    Units  Estimated Accuracy
 PC0366;SPC OR S     -   175,350.    1,269,170.      MT  (+/- 180 meters Scaled)
 PC0366
 PC0366                          SUPERSEDED SURVEY CONTROL
 PC0366
 PC0366  NGVD 29 (??/??/??)  145.81   (m)          478.4    (f) RESET       3  
 PC0366
 PC0366.Superseded values are not recommended for survey control.
 PC0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0366.See file dsdata.txt to determine how the superseded data were derived.
 PC0366
 PC0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN722841(NAD 83)
 PC0366_MARKER: DB = BENCH MARK DISK
 PC0366_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PC0366_SP_SET: SIDEWALK
 PC0366_STAMPING: A 10 1920 RESET 1956
 PC0366_MARK LOGO: CGS   
 PC0366_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PC0366
 PC0366  HISTORY     - Date     Condition        Report By
 PC0366  HISTORY     - 1956     MONUMENTED       OR-019
 PC0366  HISTORY     - 1987     GOOD             NGS
 PC0366
 PC0366                          STATION DESCRIPTION
 PC0366
 PC0366'DESCRIBED BY DOUGLAS COUNTY OREGON 1956
 PC0366'IN ROSEBURG.
 PC0366'AT ROSEBURG, DOUGLAS COUNTY, AT THE INTERSECTION OF EAST DOUGLAS AND
 PC0366'MAIN STREETS, ON THE NORTH SIDE OF DOUGLAS STREET, IN THE CONCRETE
 PC0366'SIDEWALK, 40 FEET WEST OF THE WEST ENTRANCE WALK TO THE FRONT OF THE
 PC0366'COUNTY COURTHOUSE, AND 6 INCHES SOUTH OF THE NORTH EDGE OF THE
 PC0366'SIDEWALK.  A STANDARD DISK, STAMPED A 10 1920 RESET 1956.
 PC0366
 PC0366                          STATION RECOVERY (1987)
 PC0366
 PC0366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PC0366'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN ROSEBURG,
 PC0366'AT THE JUNCTION OF DOUGLAS AVENUE AND MAIN STREET, IN A SIDEWALK AT
 PC0366'THE DOUGLAS COUNTY COURTHOUSE, 38.1 M (125.0 FT) SOUTHEAST OF THE
 PC0366'CENTERLINE OF THE STREET, 29.9 M (98.1 FT) SOUTHWEST OF A FLAG POLE,
 PC0366'14.6 M (47.9 FT) NORTHWEST OF THE CENTER OF A SIDEWALK LEADING
 PC0366'NORTHEAST TO THE MAIN ENTRANCE TO THE COURTHOUSE, AND 14.5 M
 PC0366'(47.6 FT) NORTHEAST OF THE CENTERLINE OF THE STREET.
 PC0366'THE MARK IS ABOVE LEVEL WITH THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0444 ***********************************************************************
 RD0444  DESIGNATION -  A 100
 RD0444  PID         -  RD0444
 RD0444  STATE/COUNTY-  OR/MULTNOMAH
 RD0444  USGS QUAD   -  PORTLAND (1990)
 RD0444
 RD0444                         *CURRENT SURVEY CONTROL
 RD0444  ___________________________________________________________________
 RD0444* NAD 83(1986)-  45 31 00.     (N)    122 40 41.     (W)     SCALED    
 RD0444* NAVD 88     -        20.745  (meters)      68.06   (feet)  ADJUSTED  
 RD0444  ___________________________________________________________________
 RD0444  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 RD0444  DYNAMIC HT  -          20.745 (meters)      68.06  (feet)  COMP
 RD0444  MODELED GRAV-     980,630.5   (mgal)                       NAVD 88
 RD0444
 RD0444  VERT ORDER  -  FIRST     CLASS II
 RD0444
 RD0444.The horizontal coordinates were scaled from a topographic map and have
 RD0444.an estimated accuracy of +/- 6 seconds.
 RD0444
 RD0444.The orthometric height was determined by differential leveling
 RD0444.and adjusted in June 1991.
 RD0444
 RD0444.The geoid height was determined by GEOID03.
 RD0444
 RD0444.The dynamic height is computed by dividing the NAVD 88
 RD0444.geopotential number by the normal gravity value computed on the
 RD0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0444.degrees latitude (g = 980.6199 gals.).
 RD0444
 RD0444.The modeled gravity was interpolated from observed gravity values.
 RD0444
 RD0444;                    North         East    Units  Estimated Accuracy
 RD0444;SPC OR N     -   207,870.    2,329,850.      MT  (+/- 180 meters Scaled)
 RD0444
 RD0444                          SUPERSEDED SURVEY CONTROL
 RD0444
 RD0444  NGVD 29 (??/??/92)   19.678  (m)           64.56   (f) ADJ UNCH    1 2
 RD0444
 RD0444.Superseded values are not recommended for survey control.
 RD0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0444.See file dsdata.txt to determine how the superseded data were derived.
 RD0444
 RD0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER251403(NAD 83)
 RD0444_MARKER: DD = SURVEY DISK
 RD0444_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD0444_SP_SET: STEP
 RD0444_STAMPING: A 100 1932
 RD0444_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0444
 RD0444  HISTORY     - Date     Condition        Report By
 RD0444  HISTORY     - 1932     MONUMENTED       PG+E
 RD0444  HISTORY     - 1987     MARK NOT FOUND   NGS
 RD0444  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RD0444  HISTORY     - 19940219 MARK NOT FOUND   USPSQD
 RD0444
 RD0444                          STATION DESCRIPTION
 RD0444
 RD0444'DESCRIBED BY PACIFIC GAS AND ELECTRIC COMPANY 1932
 RD0444'IN PORTLAND.
 RD0444'AT PORTLAND, MULTNOMAH COUNTY, ON SOUTHWEST FIFTH AVENUE, BETWEEN
 RD0444'SOUTHWEST MAIN AND SOUTHWEST SALMON STREETS, AT THE WEST ENTRANCE TO
 RD0444'THE COUNTY COURTHOUSE, AND IN THE TOP OF THE NORTH END OF THE FIRST
 RD0444'STEP.  A STANDARD DISK STAMPED A 100 1932.
 RD0444
 RD0444                          STATION RECOVERY (1987)
 RD0444
 RD0444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD0444'NOT RECOVERED.  A NEW SIDEWALK HAS BEEN BUILT.
 RD0444
 RD0444                          STATION RECOVERY (1988)
 RD0444
 RD0444'RECOVERY NOTE BY US POWER SQUADRON 1988 (KRN)
 RD0444'MARK NOT FOUND.
 RD0444
 RD0444                          STATION RECOVERY (1994)
 RD0444
 RD0444'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD0444'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0521 ***********************************************************************
 RD0521  DESIGNATION -  A 101
 RD0521  PID         -  RD0521
 RD0521  STATE/COUNTY-  OR/MULTNOMAH
 RD0521  USGS QUAD   -  LINNTON (1990)
 RD0521
 RD0521                         *CURRENT SURVEY CONTROL
 RD0521  ___________________________________________________________________
 RD0521* NAD 83(1986)-  45 37 03.     (N)    122 48 24.     (W)     SCALED    
 RD0521* NAVD 88     -        24.475  (meters)      80.30   (feet)  POSTED    
 RD0521  ___________________________________________________________________
 RD0521  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 RD0521  DYNAMIC HT  -          24.480 (meters)      80.31  (feet)  COMP
 RD0521  MODELED GRAV-     980,623.3   (mgal)                       NAVD 88
 RD0521
 RD0521  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 RD0521
 RD0521.The horizontal coordinates were scaled from a topographic map and have
 RD0521.an estimated accuracy of +/- 6 seconds.
 RD0521
 RD0521.The orthometric height was determined by differential leveling
 RD0521.and adjusted by the  in 1992.
 RD0521.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 RD0521.rate of 2.1 thru 3.0 mm/km.
 RD0521
 RD0521.The geoid height was determined by GEOID03.
 RD0521
 RD0521.The dynamic height is computed by dividing the NAVD 88
 RD0521.geopotential number by the normal gravity value computed on the
 RD0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0521.degrees latitude (g = 980.6199 gals.).
 RD0521
 RD0521.The modeled gravity was interpolated from observed gravity values.
 RD0521
 RD0521;                    North         East    Units  Estimated Accuracy
 RD0521;SPC OR N     -   219,350.    2,320,130.      MT  (+/- 180 meters Scaled)
 RD0521
 RD0521                          SUPERSEDED SURVEY CONTROL
 RD0521
 RD0521  NGVD 29 (??/??/92)   23.443  (m)           76.91   (f) ADJ UNCH    1 2
 RD0521
 RD0521.Superseded values are not recommended for survey control.
 RD0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0521.See file dsdata.txt to determine how the superseded data were derived.
 RD0521
 RD0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER150515(NAD 83)
 RD0521_MARKER: DD = SURVEY DISK
 RD0521_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD0521_SP_SET: PARAPET
 RD0521_STAMPING: 76 A 101 1932
 RD0521_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0521
 RD0521  HISTORY     - Date     Condition        Report By
 RD0521  HISTORY     - 1932     MONUMENTED       ORDT
 RD0521  HISTORY     - 1933     GOOD             ORDT
 RD0521  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RD0521  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 RD0521  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 RD0521  HISTORY     - 19940420 MARK NOT FOUND   USPSQD
 RD0521
 RD0521                          STATION DESCRIPTION
 RD0521
 RD0521'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1933
 RD0521'1.7 MI N FROM LINNTON.
 RD0521'ABOUT 1.7 MILES NORTH ALONG THE COLUMBIA RIVER HIGHWAY FROM LINNTON,
 RD0521'MULTNOMAH COUNTY, AT THE SOUTHEAST CORNER OF THE MILLER CREEK BRIDGE,
 RD0521'IN THE TOP OF THE PARAPET ABOUT 4 FEET ABOVE THE ROADWAY.  AN OREGON
 RD0521'STATE HIGHWAY DEPARTMENT STANDARD DISK STAMPED 76 A 101 1932.
 RD0521
 RD0521                          STATION RECOVERY (1988)
 RD0521
 RD0521'RECOVERY NOTE BY US POWER SQUADRON 1988 (GAN)
 RD0521'MARK NOT FOUND.
 RD0521
 RD0521                          STATION RECOVERY (1989)
 RD0521
 RD0521'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RD0521'MARK NOT FOUND.
 RD0521
 RD0521                          STATION RECOVERY (1990)
 RD0521
 RD0521'RECOVERY NOTE BY US POWER SQUADRON 1990 (FV)
 RD0521'MARK NOT FOUND.
 RD0521
 RD0521                          STATION RECOVERY (1994)
 RD0521
 RD0521'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD0521'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0481 ***********************************************************************
 RD0481  DESIGNATION -  A 104
 RD0481  PID         -  RD0481
 RD0481  STATE/COUNTY-  OR/MULTNOMAH
 RD0481  USGS QUAD   -  PORTLAND (1990)
 RD0481
 RD0481                         *CURRENT SURVEY CONTROL
 RD0481  ___________________________________________________________________
 RD0481* NAD 83(1986)-  45 32 31.     (N)    122 41 43.     (W)     SCALED    
 RD0481* NAVD 88     -        12.281  (meters)      40.29   (feet)  ADJUSTED  
 RD0481  ___________________________________________________________________
 RD0481  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 RD0481  DYNAMIC HT  -          12.281 (meters)      40.29  (feet)  COMP
 RD0481  MODELED GRAV-     980,618.3   (mgal)                       NAVD 88
 RD0481
 RD0481  VERT ORDER  -  FIRST     CLASS II
 RD0481
 RD0481.The horizontal coordinates were scaled from a topographic map and have
 RD0481.an estimated accuracy of +/- 6 seconds.
 RD0481
 RD0481.The orthometric height was determined by differential leveling
 RD0481.and adjusted in June 1991.
 RD0481
 RD0481.The geoid height was determined by GEOID03.
 RD0481
 RD0481.The dynamic height is computed by dividing the NAVD 88
 RD0481.geopotential number by the normal gravity value computed on the
 RD0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0481.degrees latitude (g = 980.6199 gals.).
 RD0481
 RD0481.The modeled gravity was interpolated from observed gravity values.
 RD0481
 RD0481;                    North         East    Units  Estimated Accuracy
 RD0481;SPC OR N     -   210,720.    2,328,580.      MT  (+/- 180 meters Scaled)
 RD0481
 RD0481                          SUPERSEDED SURVEY CONTROL
 RD0481
 RD0481  NGVD 29 (05/16/90)   11.221  (m)           36.81   (f) ADJUSTED    1 2
 RD0481
 RD0481.Superseded values are not recommended for survey control.
 RD0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0481.See file dsdata.txt to determine how the superseded data were derived.
 RD0481
 RD0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER237432(NAD 83)
 RD0481_MARKER: DB = BENCH MARK DISK
 RD0481_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RD0481_SP_SET: BRICK WAREHOUSE
 RD0481_STAMPING: 36.401 A 104 1933
 RD0481_MARK LOGO: CGS   
 RD0481_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RD0481
 RD0481  HISTORY     - Date     Condition        Report By
 RD0481  HISTORY     - 1933     MONUMENTED       CGS
 RD0481  HISTORY     - 1934     GOOD             NGS
 RD0481  HISTORY     - 1986     GOOD             USPSQD
 RD0481  HISTORY     - 1987     GOOD             NGS
 RD0481  HISTORY     - 1988     GOOD             USPSQD
 RD0481  HISTORY     - 1989     GOOD             USPSQD
 RD0481  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 RD0481  HISTORY     - 1990     GOOD             USPSQD
 RD0481  HISTORY     - 19940312 GOOD             USPSQD
 RD0481  HISTORY     - 20021116 MARK NOT FOUND   USPSQD
 RD0481
 RD0481                          STATION DESCRIPTION
 RD0481
 RD0481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RD0481'IN PORTLAND.
 RD0481'SET AT THE S.E. CORNER OF N.W. NICHOLAI AND N.W. SHERLOCK AVE., IN THE
 RD0481'PORTLAND GENERAL ELECTRIC COMPANY PLANT, AT THE N.W. CORNER OF
 RD0481'BUILDING, IN THE NORTH END OF LINTEL OF A DOOR FACING THE RAILROAD
 RD0481'TRACKS AND ABOUT 2.5 FEET ABOVE LEVEL OF GROUND.
 RD0481
 RD0481                          STATION RECOVERY (1986)
 RD0481
 RD0481'RECOVERY NOTE BY US POWER SQUADRON 1986 (GAN)
 RD0481'RECOVERED IN GOOD CONDITION.
 RD0481
 RD0481                          STATION RECOVERY (1987)
 RD0481
 RD0481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD0481'RECOVERED IN GOOD CONDITION.
 RD0481
 RD0481                          STATION RECOVERY (1988)
 RD0481
 RD0481'RECOVERY NOTE BY US POWER SQUADRON 1988 (GAN)
 RD0481'RECOVERED IN GOOD CONDITION.
 RD0481
 RD0481                          STATION RECOVERY (1989)
 RD0481
 RD0481'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RD0481'RECOVERED IN GOOD CONDITION.
 RD0481
 RD0481                          STATION RECOVERY (1989)
 RD0481
 RD0481'RECOVERY NOTE BY US POWER SQUADRON 1989 (FV)
 RD0481'MARK NOT FOUND.
 RD0481
 RD0481                          STATION RECOVERY (1990)
 RD0481
 RD0481'RECOVERY NOTE BY US POWER SQUADRON 1990 (KRN)
 RD0481'RECOVERED IN GOOD CONDITION.
 RD0481
 RD0481                          STATION RECOVERY (1994)
 RD0481
 RD0481'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD0481'RECOVERED IN GOOD CONDITION.
 RD0481
 RD0481                          STATION RECOVERY (2002)
 RD0481
 RD0481'RECOVERY NOTE BY US POWER SQUADRON 2002
 RD0481'BUILDING WAS DEMOLISHED.  MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0379 ***********************************************************************
 QD0379  DESIGNATION -  A 105
 QD0379  PID         -  QD0379
 QD0379  STATE/COUNTY-  OR/CROOK
 QD0379  USGS QUAD   -  PRINEVILLE (1992)
 QD0379
 QD0379                         *CURRENT SURVEY CONTROL
 QD0379  ___________________________________________________________________
 QD0379* NAD 83(1986)-  44 18 08.     (N)    120 50 25.     (W)     SCALED    
 QD0379* NAVD 88     -       876.984  (meters)    2877.24   (feet)  ADJUSTED  
 QD0379  ___________________________________________________________________
 QD0379  GEOID HEIGHT-         -20.52  (meters)                     GEOID03
 QD0379  DYNAMIC HT  -         876.701 (meters)    2876.31  (feet)  COMP
 QD0379  MODELED GRAV-     980,266.1   (mgal)                       NAVD 88
 QD0379
 QD0379  VERT ORDER  -  FIRST     CLASS II
 QD0379
 QD0379.The horizontal coordinates were scaled from a topographic map and have
 QD0379.an estimated accuracy of +/- 6 seconds.
 QD0379
 QD0379.The orthometric height was determined by differential leveling
 QD0379.and adjusted in June 1991.
 QD0379.WARNING-Repeat measurements at this control monument indicate possible
 QD0379.vertical movement.
 QD0379
 QD0379.The geoid height was determined by GEOID03.
 QD0379
 QD0379.The dynamic height is computed by dividing the NAVD 88
 QD0379.geopotential number by the normal gravity value computed on the
 QD0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0379.degrees latitude (g = 980.6199 gals.).
 QD0379
 QD0379.The modeled gravity was interpolated from observed gravity values.
 QD0379
 QD0379;                    North         East    Units  Estimated Accuracy
 QD0379;SPC OR S     -   292,840.    1,472,840.      MT  (+/- 180 meters Scaled)
 QD0379
 QD0379                          SUPERSEDED SURVEY CONTROL
 QD0379
 QD0379  NGVD 29 (??/??/92)  875.848  (m)         2873.51   (f) ADJ UNCH    1 2
 QD0379
 QD0379.Superseded values are not recommended for survey control.
 QD0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0379.See file dsdata.txt to determine how the superseded data were derived.
 QD0379
 QD0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ722077(NAD 83)
 QD0379_MARKER: DD = SURVEY DISK
 QD0379_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 QD0379+WITH SETTING: PAVEMENT
 QD0379_SP_SET: STEP
 QD0379_STAMPING: A 105 1941
 QD0379_MARK LOGO: CGS   
 QD0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0379+STABILITY: SURFACE MOTION
 QD0379_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QD0379+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2007
 QD0379
 QD0379  HISTORY     - Date     Condition        Report By
 QD0379  HISTORY     - 1941     MONUMENTED       ORDT
 QD0379  HISTORY     - 1941     GOOD             NGS
 QD0379  HISTORY     - 19880718 GOOD             NGS
 QD0379  HISTORY     - 20070801 GOOD             GEOCAC
 QD0379
 QD0379                          STATION DESCRIPTION
 QD0379
 QD0379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QD0379'0.3 MI E FROM PRINEVILLE.
 QD0379'LOCATED 0.3 EAST OF THE HIGHWAY JUNCTION IN PRINEVILLE ALONG THE
 QD0379'OCHOCO HIGHWAY, SET IN THE LOWER CONCRETE STEP OF THE 3RD. STREET OR
 QD0379'NORTH ENTRANCE TO THE COUNTY HIGH SCHOOL.
 QD0379
 QD0379                          STATION RECOVERY (1988)
 QD0379
 QD0379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QD0379'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  ADD--27.0 M
 QD0379'(88.6 FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES OF U.S.
 QD0379'HIGHWAY 26.
 QD0379
 QD0379                          STATION RECOVERY (2007)
 QD0379
 QD0379'RECOVERY NOTE BY GEOCACHING 2007 (MMH)
 QD0379'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0294 ***********************************************************************
 RD0294  DESIGNATION -  A 106
 RD0294  PID         -  RD0294
 RD0294  STATE/COUNTY-  OR/MARION
 RD0294  USGS QUAD   -  WOODBURN (1985)
 RD0294
 RD0294                         *CURRENT SURVEY CONTROL
 RD0294  ___________________________________________________________________
 RD0294* NAD 83(1986)-  45 13 20.     (N)    122 50 19.     (W)     SCALED    
 RD0294* NAVD 88     -        60.523  (meters)     198.57   (feet)  ADJUSTED  
 RD0294  ___________________________________________________________________
 RD0294  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 RD0294  DYNAMIC HT  -          60.521 (meters)     198.56  (feet)  COMP
 RD0294  MODELED GRAV-     980,585.0   (mgal)                       NAVD 88
 RD0294
 RD0294  VERT ORDER  -  SECOND    CLASS 0
 RD0294
 RD0294.The horizontal coordinates were scaled from a topographic map and have
 RD0294.an estimated accuracy of +/- 6 seconds.
 RD0294
 RD0294.The orthometric height was determined by differential leveling
 RD0294.and adjusted in June 1991.
 RD0294
 RD0294.The geoid height was determined by GEOID03.
 RD0294
 RD0294.The dynamic height is computed by dividing the NAVD 88
 RD0294.geopotential number by the normal gravity value computed on the
 RD0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0294.degrees latitude (g = 980.6199 gals.).
 RD0294
 RD0294.The modeled gravity was interpolated from observed gravity values.
 RD0294
 RD0294;                    North         East    Units  Estimated Accuracy
 RD0294;SPC OR N     -   175,510.    2,316,370.      MT  (+/- 180 meters Scaled)
 RD0294
 RD0294                          SUPERSEDED SURVEY CONTROL
 RD0294
 RD0294  NGVD 29 (??/??/92)   59.481  (m)          195.15   (f) ADJ UNCH    2 0
 RD0294
 RD0294.Superseded values are not recommended for survey control.
 RD0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0294.See file dsdata.txt to determine how the superseded data were derived.
 RD0294
 RD0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER126076(NAD 83)
 RD0294_MARKER: DB = BENCH MARK DISK
 RD0294_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD0294_SP_SET: DOOR SILL
 RD0294_STAMPING: A 106 1934
 RD0294_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0294
 RD0294  HISTORY     - Date     Condition        Report By
 RD0294  HISTORY     - 1934     MONUMENTED       CGS
 RD0294  HISTORY     - 1955     GOOD             NGS
 RD0294
 RD0294                          STATION DESCRIPTION
 RD0294
 RD0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RD0294'IN DONALD.
 RD0294'ALONG THE NEWBERG-AURORA HIGHWAY, AT THE OREGON ELECTRIC RAILROAD
 RD0294'STATION, AT THE WEST SIDE OF A LARGE DOOR IN THE NORTH SIDE OF
 RD0294'CONCRETE STATION BUILDING, SET IN CONCRETE DOOR SILL.
 RD0294
 RD0294                          STATION RECOVERY (1955)
 RD0294
 RD0294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 RD0294'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0204 ***********************************************************************
 RD0204  DESIGNATION -  A 107
 RD0204  PID         -  RD0204
 RD0204  STATE/COUNTY-  OR/CLACKAMAS
 RD0204  USGS QUAD   -  SANDY (1985)
 RD0204
 RD0204                         *CURRENT SURVEY CONTROL
 RD0204  ___________________________________________________________________
 RD0204* NAD 83(1986)-  45 27 40.     (N)    122 20 52.     (W)     SCALED    
 RD0204* NAVD 88     -       154.085  (meters)     505.53   (feet)  ADJUSTED  
 RD0204  ___________________________________________________________________
 RD0204  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 RD0204  DYNAMIC HT  -         154.077 (meters)     505.50  (feet)  COMP
 RD0204  MODELED GRAV-     980,562.6   (mgal)                       NAVD 88
 RD0204
 RD0204  VERT ORDER  -  SECOND    CLASS 0
 RD0204
 RD0204.The horizontal coordinates were scaled from a topographic map and have
 RD0204.an estimated accuracy of +/- 6 seconds.
 RD0204
 RD0204.The orthometric height was determined by differential leveling
 RD0204.and adjusted in June 1991.
 RD0204
 RD0204.The geoid height was determined by GEOID03.
 RD0204
 RD0204.The dynamic height is computed by dividing the NAVD 88
 RD0204.geopotential number by the normal gravity value computed on the
 RD0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0204.degrees latitude (g = 980.6199 gals.).
 RD0204
 RD0204.The modeled gravity was interpolated from observed gravity values.
 RD0204
 RD0204;                    North         East    Units  Estimated Accuracy
 RD0204;SPC OR N     -   201,060.    2,355,510.      MT  (+/- 180 meters Scaled)
 RD0204
 RD0204                          SUPERSEDED SURVEY CONTROL
 RD0204
 RD0204  NGVD 29 (??/??/92)  153.030  (m)          502.07   (f) ADJ UNCH    2 0
 RD0204
 RD0204.Superseded values are not recommended for survey control.
 RD0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0204.See file dsdata.txt to determine how the superseded data were derived.
 RD0204
 RD0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER509343(NAD 83)
 RD0204_MARKER: DD = SURVEY DISK
 RD0204_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD0204_SP_SET: CULVERT
 RD0204_STAMPING: A 107 1934
 RD0204_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0204
 RD0204  HISTORY     - Date     Condition        Report By
 RD0204  HISTORY     - 1934     MONUMENTED       ORDT
 RD0204  HISTORY     - 1935     GOOD             ORDT
 RD0204  HISTORY     - 20040810 GOOD             USPSQD
 RD0204
 RD0204                          STATION DESCRIPTION
 RD0204
 RD0204'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1935
 RD0204'0.6 MI SE FROM ORIENT.
 RD0204'IN CLACKAMAS COUNTY, ABOUT 0.6 MILE SOUTHEAST ALONG THE MOUNT HOOD
 RD0204'LOOP HIGHWAY (OREGON 50) FROM ORIENT, MULTNOMAH COUNTY, ABOUT 42 YARDS
 RD0204'SOUTHEAST OF THE MULTNOMAH-CLACKAMAS COUNTY LINE, AT THE NORTHEAST END
 RD0204'OF A 6- BY 6-FOOT CONCRETE-BOX CULVERT OVER JOHNSON CREEK, AND IN THE
 RD0204'TOP OF THE NORTHWEST HEAD WALL.  AN OREGON STATE HIGHWAY DEPARTMENT
 RD0204'STANDARD DISK, STAMPED A 107 1934.
 RD0204
 RD0204                          STATION RECOVERY (2004)
 RD0204
 RD0204'RECOVERY NOTE BY US POWER SQUADRON 2004 (DLM)
 RD0204'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1293 ***********************************************************************
 RC1293  DESIGNATION -  A 108
 RC1293  PID         -  RC1293
 RC1293  STATE/COUNTY-  OR/CLACKAMAS
 RC1293  USGS QUAD   -  MOUNT HOOD SOUTH (1980)
 RC1293
 RC1293                         *CURRENT SURVEY CONTROL
 RC1293  ___________________________________________________________________
 RC1293* NAD 83(1986)-  45 15 53.     (N)    121 43 04.     (W)     SCALED    
 RC1293* NAVD 88     -      1052.649  (meters)    3453.57   (feet)  ADJUSTED  
 RC1293  ___________________________________________________________________
 RC1293  GEOID HEIGHT-         -20.82  (meters)                     GEOID03
 RC1293  DYNAMIC HT  -        1052.384 (meters)    3452.70  (feet)  COMP
 RC1293  MODELED GRAV-     980,329.0   (mgal)                       NAVD 88
 RC1293
 RC1293  VERT ORDER  -  SECOND    CLASS 0
 RC1293
 RC1293.The horizontal coordinates were scaled from a topographic map and have
 RC1293.an estimated accuracy of +/- 6 seconds.
 RC1293
 RC1293.The orthometric height was determined by differential leveling
 RC1293.and adjusted in June 1991.
 RC1293
 RC1293.The geoid height was determined by GEOID03.
 RC1293
 RC1293.The dynamic height is computed by dividing the NAVD 88
 RC1293.geopotential number by the normal gravity value computed on the
 RC1293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1293.degrees latitude (g = 980.6199 gals.).
 RC1293
 RC1293.The modeled gravity was interpolated from observed gravity values.
 RC1293
 RC1293;                    North         East    Units  Estimated Accuracy
 RC1293;SPC OR N     -   178,300.    2,404,440.      MT  (+/- 180 meters Scaled)
 RC1293
 RC1293                          SUPERSEDED SURVEY CONTROL
 RC1293
 RC1293  NGVD 29 (??/??/92) 1051.524  (m)         3449.88   (f) ADJ UNCH    2 0
 RC1293
 RC1293.Superseded values are not recommended for survey control.
 RC1293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1293.See file dsdata.txt to determine how the superseded data were derived.
 RC1293
 RC1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR005131(NAD 83)
 RC1293_MARKER: DD = SURVEY DISK
 RC1293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC1293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC1293_STAMPING: A 108 1934
 RC1293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1293+STABILITY: SURFACE MOTION
 RC1293_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RC1293+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2004
 RC1293
 RC1293  HISTORY     - Date     Condition        Report By
 RC1293  HISTORY     - 1934     MONUMENTED       USGS
 RC1293  HISTORY     - 1958     MARK NOT FOUND   USGS
 RC1293  HISTORY     - 20040802 GOOD             ORWRD
 RC1293
 RC1293                          STATION DESCRIPTION
 RC1293
 RC1293'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 RC1293'5.3 MI SE FROM GOVERNMENT CAMP.
 RC1293'5.3 MILES SOUTHEAST ALONG THE MOUNT HOOD LOOP HIGHWAY AND THE
 RC1293'WAPINITIA HIGHWAY (OREGON 50) FROM THE BATTLE AXE INN AT GOVERNMENT
 RC1293'CAMP, CLACKAMAS COUNTY, ABOUT 1.5 MILES SOUTH OF THE JUNCTION OF THE
 RC1293'MOUNT HOOD LOOP HIGHWAY (OREGON 50 AND 35), ABOUT 250 FEET SOUTHWEST
 RC1293'OF THE HIGHWAY, 22 FEET SOUTHWEST OF SALMON RIVER, AND 13 FEET
 RC1293'SOUTHWEST OF A GAGING-STATION HOUSE.  A UNITED STATES GEOLOGICAL
 RC1293'SURVEY STANDARD GAGING-STATION DISK, STAMPED A 108 1934 AND SET IN THE
 RC1293'TOP OF A CONCRETE POST.  NOTE-- THE GAGING STATION WAS NOT FOUND, AND
 RC1293'THE ENTIRE CREEK BANK ALONG THIS AREA WAS SEARCHED, AND NO SIGN OF THE
 RC1293'MARK WAS FOUND.
 RC1293
 RC1293                          STATION RECOVERY (1958)
 RC1293
 RC1293'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 RC1293'MARK NOT FOUND.
 RC1293
 RC1293                          STATION RECOVERY (2004)
 RC1293
 RC1293'RECOVERY NOTE BY OREGON WATER RESOURCES DEPT 2004 (RKM)
 RC1293'RECOVERED AS DESCRIBED. ABOUT 13 FT SOUTHWEST OF STREAM GAGING STATION
 RC1293'14134000 SALMON RIVER NEAR GOVERNMENT CAMP, OPERATED BY THE OREGON
 RC1293'WATER RESOURCES DEPARTMENT
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1448 ***********************************************************************
 RC1448  DESIGNATION -  A 109
 RC1448  PID         -  RC1448
 RC1448  STATE/COUNTY-  OR/HOOD RIVER
 RC1448  USGS QUAD   -  PARKDALE (1994)
 RC1448
 RC1448                         *CURRENT SURVEY CONTROL
 RC1448  ___________________________________________________________________
 RC1448* NAD 83(1986)-  45 30 21.     (N)    121 35 11.     (W)     SCALED    
 RC1448* NAVD 88     -       559.083  (meters)    1834.26   (feet)  ADJUSTED  
 RC1448  ___________________________________________________________________
 RC1448  GEOID HEIGHT-         -21.15  (meters)                     GEOID03
 RC1448  DYNAMIC HT  -         559.012 (meters)    1834.03  (feet)  COMP
 RC1448  MODELED GRAV-     980,471.0   (mgal)                       NAVD 88
 RC1448
 RC1448  VERT ORDER  -  SECOND    CLASS 0
 RC1448
 RC1448.The horizontal coordinates were scaled from a topographic map and have
 RC1448.an estimated accuracy of +/- 6 seconds.
 RC1448
 RC1448.The orthometric height was determined by differential leveling
 RC1448.and adjusted in June 1991.
 RC1448
 RC1448.The geoid height was determined by GEOID03.
 RC1448
 RC1448.The dynamic height is computed by dividing the NAVD 88
 RC1448.geopotential number by the normal gravity value computed on the
 RC1448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1448.degrees latitude (g = 980.6199 gals.).
 RC1448
 RC1448.The modeled gravity was interpolated from observed gravity values.
 RC1448
 RC1448;                    North         East    Units  Estimated Accuracy
 RC1448;SPC OR N     -   204,940.    2,415,110.      MT  (+/- 180 meters Scaled)
 RC1448
 RC1448                          SUPERSEDED SURVEY CONTROL
 RC1448
 RC1448  NGVD 29 (??/??/92)  558.02   (m)         1830.8    (f) COMPUTED    2 0
 RC1448
 RC1448.Superseded values are not recommended for survey control.
 RC1448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1448.See file dsdata.txt to determine how the superseded data were derived.
 RC1448
 RC1448_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR104401(NAD 83)
 RC1448_MARKER: DD = SURVEY DISK
 RC1448_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RC1448_SP_SET: BRIDGE
 RC1448_STAMPING: A 109 1934
 RC1448_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RC1448
 RC1448  HISTORY     - Date     Condition        Report By
 RC1448  HISTORY     - 1934     MONUMENTED       ORDT
 RC1448  HISTORY     - 1961     GOOD             NGS
 RC1448
 RC1448                          STATION DESCRIPTION
 RC1448
 RC1448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RC1448'2.6 MI S FROM MT. HOOD.
 RC1448'REACHED FROM THE POST OFFICE AT MT. HOOD GO SOUTH ON THE OLD HIGHWAY
 RC1448'FOR ABOUT 2.6 MILES TO THE CONCRETE BRIDGE OVER EVANS CREEK, AND IN
 RC1448'THE NORTH END OF THE WEST HEAD WALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1171 ***********************************************************************
 RC1171  DESIGNATION -  A 110
 RC1171  PID         -  RC1171
 RC1171  STATE/COUNTY-  OR/WASCO
 RC1171  USGS QUAD   -  MAUPIN (1996)
 RC1171
 RC1171                         *CURRENT SURVEY CONTROL
 RC1171  ___________________________________________________________________
 RC1171* NAD 83(1986)-  45 10 06.     (N)    121 05 47.     (W)     SCALED    
 RC1171* NAVD 88     -       408.618  (meters)    1340.61   (feet)  ADJUSTED  
 RC1171  ___________________________________________________________________
 RC1171  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 RC1171  DYNAMIC HT  -         408.563 (meters)    1340.43  (feet)  COMP
 RC1171  MODELED GRAV-     980,469.4   (mgal)                       NAVD 88
 RC1171
 RC1171  VERT ORDER  -  SECOND    CLASS 0
 RC1171
 RC1171.The horizontal coordinates were scaled from a topographic map and have
 RC1171.an estimated accuracy of +/- 6 seconds.
 RC1171
 RC1171.The orthometric height was determined by differential leveling
 RC1171.and adjusted in June 1991.
 RC1171
 RC1171.The geoid height was determined by GEOID03.
 RC1171
 RC1171.The dynamic height is computed by dividing the NAVD 88
 RC1171.geopotential number by the normal gravity value computed on the
 RC1171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1171.degrees latitude (g = 980.6199 gals.).
 RC1171
 RC1171.The modeled gravity was interpolated from observed gravity values.
 RC1171
 RC1171;                    North         East    Units  Estimated Accuracy
 RC1171;SPC OR N     -   167,040.    2,453,120.      MT  (+/- 180 meters Scaled)
 RC1171
 RC1171                          SUPERSEDED SURVEY CONTROL
 RC1171
 RC1171  NGVD 29 (??/??/92)  407.592  (m)         1337.24   (f) ADJ UNCH    2 0
 RC1171
 RC1171.Superseded values are not recommended for survey control.
 RC1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1171.See file dsdata.txt to determine how the superseded data were derived.
 RC1171
 RC1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR495034(NAD 83)
 RC1171_MARKER: DB = BENCH MARK DISK
 RC1171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC1171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC1171_STAMPING: A 110 1934
 RC1171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1171+STABILITY: SURFACE MOTION
 RC1171
 RC1171  HISTORY     - Date     Condition        Report By
 RC1171  HISTORY     - 1934     MONUMENTED       CGS
 RC1171  HISTORY     - 1961     GOOD             NGS
 RC1171  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 RC1171
 RC1171                          STATION DESCRIPTION
 RC1171
 RC1171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RC1171'1.3 MI W FROM MAUPIN.
 RC1171'REACHED FROM THE POST OFFICE AT MAUPIN GO WEST ALONG U.S. HIGHWAY 197
 RC1171'FOR 1.3 MILES TO THE BEND OF A LARGE OUTSIDE CURVE, LOCATED ABOUT THE
 RC1171'MIDDLE OF THIS CURVE, 26 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 RC1171'ABOUT 2 FEET HIGHER THAN THE HIGHWAY, AND 1-FOOT EAST OF A METAL
 RC1171'WITNESS POST.
 RC1171
 RC1171                          STATION RECOVERY (1985)
 RC1171
 RC1171'RECOVERY NOTE BY US POWER SQUADRON 1985
 RC1171'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0707 ***********************************************************************
 QD0707  DESIGNATION -  A 111
 QD0707  PID         -  QD0707
 QD0707  STATE/COUNTY-  OR/JEFFERSON
 QD0707  USGS QUAD   -  OPAL CITY (1992)
 QD0707
 QD0707                         *CURRENT SURVEY CONTROL
 QD0707  ___________________________________________________________________
 QD0707* NAD 83(1986)-  44 27 26.     (N)    121 14 24.     (W)     SCALED    
 QD0707* NAVD 88     -       876.353  (meters)    2875.17   (feet)  ADJUSTED  
 QD0707  ___________________________________________________________________
 QD0707  GEOID HEIGHT-         -21.25  (meters)                     GEOID03
 QD0707  DYNAMIC HT  -         876.100 (meters)    2874.34  (feet)  COMP
 QD0707  MODELED GRAV-     980,299.4   (mgal)                       NAVD 88
 QD0707
 QD0707  VERT ORDER  -  SECOND    CLASS 0
 QD0707
 QD0707.The horizontal coordinates were scaled from a topographic map and have
 QD0707.an estimated accuracy of +/- 6 seconds.
 QD0707
 QD0707.The orthometric height was determined by differential leveling
 QD0707.and adjusted in June 1991.
 QD0707
 QD0707.The geoid height was determined by GEOID03.
 QD0707
 QD0707.The dynamic height is computed by dividing the NAVD 88
 QD0707.geopotential number by the normal gravity value computed on the
 QD0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0707.degrees latitude (g = 980.6199 gals.).
 QD0707
 QD0707.The modeled gravity was interpolated from observed gravity values.
 QD0707
 QD0707;                    North         East    Units  Estimated Accuracy
 QD0707;SPC OR N     -    88,120.    2,441,110.      MT  (+/- 180 meters Scaled)
 QD0707
 QD0707                          SUPERSEDED SURVEY CONTROL
 QD0707
 QD0707  NGVD 29 (??/??/92)  875.261  (m)         2871.59   (f) ADJ UNCH    2 0
 QD0707
 QD0707.Superseded values are not recommended for survey control.
 QD0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0707.See file dsdata.txt to determine how the superseded data were derived.
 QD0707
 QD0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ400241(NAD 83)
 QD0707_MARKER: DB = BENCH MARK DISK
 QD0707_SETTING: 0 = UNSPECIFIED SETTING
 QD0707_STAMPING: A 111 1934
 QD0707_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0707
 QD0707  HISTORY     - Date     Condition        Report By
 QD0707  HISTORY     - 1934     MONUMENTED       CGS
 QD0707  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 QD0707
 QD0707                          STATION DESCRIPTION
 QD0707
 QD0707'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QD0707'1.7 MI NW FROM OPAL CITY.
 QD0707'1.7 MI. N.W. ALONG O.W.R. AND N. RY. FROM STATON.  ALONG THE RIGHT OF
 QD0707'WAY OF O.T. RY, 13 RAILS, APPROXIMATELY 143 YARDS NORTHWEST OF MILE
 QD0707'POST 120, 46 FEET NORTHEAST OF TRACK, 15 FEET NORTHWEST OF GATE OF
 QD0707'PRIVATE CROSSING, AND 1 FOOT SOUTHWEST OF FENCE.
 QD0707
 QD0707                          STATION RECOVERY (1985)
 QD0707
 QD0707'RECOVERY NOTE BY US POWER SQUADRON 1985
 QD0707'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0158 ***********************************************************************
 PB0158  DESIGNATION -  A 112
 PB0158  PID         -  PB0158
 PB0158  STATE/COUNTY-  OR/CROOK
 PB0158  USGS QUAD   -  BROTHERS NW (1967)
 PB0158
 PB0158                         *CURRENT SURVEY CONTROL
 PB0158  ___________________________________________________________________
 PB0158* NAD 83(1986)-  43 57 20.     (N)    120 45 01.     (W)     SCALED    
 PB0158* NAVD 88     -      1162.795  (meters)    3814.94   (feet)  ADJUSTED  
 PB0158  ___________________________________________________________________
 PB0158  GEOID HEIGHT-         -20.02  (meters)                     GEOID03
 PB0158  DYNAMIC HT  -        1162.323 (meters)    3813.39  (feet)  COMP
 PB0158  MODELED GRAV-     980,172.4   (mgal)                       NAVD 88
 PB0158
 PB0158  VERT ORDER  -  SECOND    CLASS 0
 PB0158
 PB0158.The horizontal coordinates were scaled from a topographic map and have
 PB0158.an estimated accuracy of +/- 6 seconds.
 PB0158
 PB0158.The orthometric height was determined by differential leveling
 PB0158.and adjusted in June 1991.
 PB0158
 PB0158.The geoid height was determined by GEOID03.
 PB0158
 PB0158.The dynamic height is computed by dividing the NAVD 88
 PB0158.geopotential number by the normal gravity value computed on the
 PB0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0158.degrees latitude (g = 980.6199 gals.).
 PB0158
 PB0158.The modeled gravity was interpolated from observed gravity values.
 PB0158
 PB0158;                    North         East    Units  Estimated Accuracy
 PB0158;SPC OR S     -   254,300.    1,479,910.      MT  (+/- 180 meters Scaled)
 PB0158
 PB0158                          SUPERSEDED SURVEY CONTROL
 PB0158
 PB0158  NGVD 29 (??/??/92) 1161.637  (m)         3811.14   (f) ADJ UNCH    2 0
 PB0158
 PB0158.Superseded values are not recommended for survey control.
 PB0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0158.See file dsdata.txt to determine how the superseded data were derived.
 PB0158
 PB0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP805693(NAD 83)
 PB0158_MARKER: DB = BENCH MARK DISK
 PB0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0158_STAMPING: A-112 1934
 PB0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0158+STABILITY: SURFACE MOTION
 PB0158
 PB0158  HISTORY     - Date     Condition        Report By
 PB0158  HISTORY     - 1934     MONUMENTED       CGS
 PB0158  HISTORY     - 1936     GOOD             NGS
 PB0158
 PB0158                          STATION DESCRIPTION
 PB0158
 PB0158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 PB0158'34.3 MI S FROM PRINEVILLE.
 PB0158'34.3 MILES SOUTH OF CROOK COUNTY COURTHOUSE AT PRINEVILLE.  12.7 MILES
 PB0158'SOUTHWEST OF JUNCTION OF STATE HIGHWAY 27 AND PAULINA ROAD.  93 FEET
 PB0158'SOUTH OF SOUTHEAST END OF DOUBLE CONCRETE TILE CULVERT.  26 FEET
 PB0158'SOUTHEAST OF CENTER LINE OF STATE HIGHWAY 27.  NEAR NORTHEAST END OF
 PB0158'CUT ON CURVE AND AT SOUTHWEST END OF TANGENT.  16 FEET NORTHWEST OF
 PB0158'SMALL JUNIPER TREE.  U.S. COAST AND GEODETIC SURVEY STANDARD DISK SET
 PB0158'IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0147 ***********************************************************************
 QD0147  DESIGNATION -  A 113
 QD0147  PID         -  QD0147
 QD0147  STATE/COUNTY-  OR/WASCO
 QD0147  USGS QUAD   -  ARRASTRA BUTTE (1987)
 QD0147
 QD0147                         *CURRENT SURVEY CONTROL
 QD0147  ___________________________________________________________________
 QD0147* NAD 83(1986)-  44 49 26.     (N)    120 30 47.     (W)     SCALED    
 QD0147* NAVD 88     -       521.388  (meters)    1710.59   (feet)  ADJUSTED  
 QD0147  ___________________________________________________________________
 QD0147  GEOID HEIGHT-         -20.51  (meters)                     GEOID03
 QD0147  DYNAMIC HT  -         521.275 (meters)    1710.22  (feet)  COMP
 QD0147  MODELED GRAV-     980,384.5   (mgal)                       NAVD 88
 QD0147
 QD0147  VERT ORDER  -  FIRST     CLASS II
 QD0147
 QD0147.The horizontal coordinates were scaled from a topographic map and have
 QD0147.an estimated accuracy of +/- 6 seconds.
 QD0147
 QD0147.The orthometric height was determined by differential leveling
 QD0147.and adjusted in June 1991.
 QD0147
 QD0147.The geoid height was determined by GEOID03.
 QD0147
 QD0147.The dynamic height is computed by dividing the NAVD 88
 QD0147.geopotential number by the normal gravity value computed on the
 QD0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0147.degrees latitude (g = 980.6199 gals.).
 QD0147
 QD0147.The modeled gravity was interpolated from observed gravity values.
 QD0147
 QD0147;                    North         East    Units  Estimated Accuracy
 QD0147;SPC OR N     -   128,590.    2,498,970.      MT  (+/- 180 meters Scaled)
 QD0147
 QD0147                          SUPERSEDED SURVEY CONTROL
 QD0147
 QD0147  NGVD 29 (??/??/92)  520.292  (m)         1706.99   (f) ADJ UNCH    1 2
 QD0147
 QD0147.Superseded values are not recommended for survey control.
 QD0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0147.See file dsdata.txt to determine how the superseded data were derived.
 QD0147
 QD0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ966663(NAD 83)
 QD0147_MARKER: DB = BENCH MARK DISK
 QD0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QD0147_STAMPING: A-113 1934
 QD0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0147+STABILITY: SURFACE MOTION
 QD0147
 QD0147  HISTORY     - Date     Condition        Report By
 QD0147  HISTORY     - 1934     MONUMENTED       CGS
 QD0147  HISTORY     - 1936     GOOD             NGS
 QD0147  HISTORY     - 1987     MARK NOT FOUND   NGS
 QD0147
 QD0147                          STATION DESCRIPTION
 QD0147
 QD0147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 QD0147'16.8 MI SE FROM ANTELOPE.
 QD0147'16.8 MILES SOUTHEAST OF ANTELOPE HOSECART HOUSE ALONG
 QD0147'MITCHELL-ANTELOPE VIA MUDDY RANCH ROAD.  1.6 MILES NORTHWEST OF MUDDY
 QD0147'RANCH HOUSE.  50 FEET EAST OF WEST END OF TANGENT.  25 FEET SOUTH OF
 QD0147'CENTER LINE OF ROAD.  4 FEET WEST OF TELEPHONE POLE, AND IN LINE WITH
 QD0147'TELEPHONE POLES.
 QD0147
 QD0147                          STATION RECOVERY (1987)
 QD0147
 QD0147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QD0147'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0221 ***********************************************************************
 NY0221  DESIGNATION -  A 115
 NY0221  PID         -  NY0221
 NY0221  STATE/COUNTY-  OR/LAKE
 NY0221  USGS QUAD   -  SYCAN MARSH EAST (1988)
 NY0221
 NY0221                         *CURRENT SURVEY CONTROL
 NY0221  ___________________________________________________________________
 NY0221* NAD 83(1986)-  42 51 06.     (N)    121 01 50.     (W)     SCALED    
 NY0221* NAVD 88     -      1585.686  (meters)    5202.37   (feet)  ADJUSTED  
 NY0221  ___________________________________________________________________
 NY0221  GEOID HEIGHT-         -20.90  (meters)                     GEOID03
 NY0221  DYNAMIC HT  -        1584.710 (meters)    5199.17  (feet)  COMP
 NY0221  MODELED GRAV-     979,949.0   (mgal)                       NAVD 88
 NY0221
 NY0221  VERT ORDER  -  SECOND    CLASS 0
 NY0221
 NY0221.The horizontal coordinates were scaled from a topographic map and have
 NY0221.an estimated accuracy of +/- 6 seconds.
 NY0221
 NY0221.The orthometric height was determined by differential leveling
 NY0221.and adjusted in June 1991.
 NY0221
 NY0221.The geoid height was determined by GEOID03.
 NY0221
 NY0221.The dynamic height is computed by dividing the NAVD 88
 NY0221.geopotential number by the normal gravity value computed on the
 NY0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0221.degrees latitude (g = 980.6199 gals.).
 NY0221
 NY0221.The modeled gravity was interpolated from observed gravity values.
 NY0221
 NY0221;                    North         East    Units  Estimated Accuracy
 NY0221;SPC OR S     -   131,770.    1,456,640.      MT  (+/- 180 meters Scaled)
 NY0221
 NY0221                          SUPERSEDED SURVEY CONTROL
 NY0221
 NY0221  NGVD 29 (??/??/92) 1584.415  (m)         5198.20   (f) ADJ UNCH    2 0
 NY0221
 NY0221.Superseded values are not recommended for survey control.
 NY0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0221.See file dsdata.txt to determine how the superseded data were derived.
 NY0221
 NY0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFN609462(NAD 83)
 NY0221_MARKER: DB = BENCH MARK DISK
 NY0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NY0221_STAMPING: A 115 1935
 NY0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0221+STABILITY: SURFACE MOTION
 NY0221
 NY0221  HISTORY     - Date     Condition        Report By
 NY0221  HISTORY     - 1935     MONUMENTED       CGS
 NY0221  HISTORY     - 1936     GOOD             NGS
 NY0221  HISTORY     - 19850705 MARK NOT FOUND   USPSQD
 NY0221
 NY0221                          STATION DESCRIPTION
 NY0221
 NY0221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 NY0221'21.1 MI S FROM SILVER LAKE.
 NY0221'21.1 MILES S ALONG BLY ROAD FROM SCHOOL HOUSE ALONG ROAD FROM SILVER
 NY0221'LAKE VIA SYCAN TO BLY.  AT THE JUNCTION OF ROAD LEADING NE TO POLE
 NY0221'BUTTE, 29 FEET NW OF ROAD SIGNPOST.  26 FEET NE OF THE CENTER OF THE
 NY0221'ROAD.  35 FEET N OF THE CENTER OF THE JUNCTION.
 NY0221
 NY0221                          STATION RECOVERY (1985)
 NY0221
 NY0221'RECOVERY NOTE BY US POWER SQUADRON 1985 (LAB)
 NY0221'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0245 ***********************************************************************
 NY0245  DESIGNATION -  A 116
 NY0245  PID         -  NY0245
 NY0245  STATE/COUNTY-  OR/KLAMATH
 NY0245  USGS QUAD   -  RODEO BUTTE (1988)
 NY0245
 NY0245                         *CURRENT SURVEY CONTROL
 NY0245  ___________________________________________________________________
 NY0245* NAD 83(1986)-  42 34 19.     (N)    121 06 14.     (W)     SCALED    
 NY0245* NAVD 88     -      1500.463  (meters)    4922.77   (feet)  ADJUSTED  
 NY0245  ___________________________________________________________________
 NY0245  GEOID HEIGHT-         -21.53  (meters)                     GEOID03
 NY0245  DYNAMIC HT  -        1499.496 (meters)    4919.60  (feet)  COMP
 NY0245  MODELED GRAV-     979,924.9   (mgal)                       NAVD 88
 NY0245
 NY0245  VERT ORDER  -  SECOND    CLASS 0
 NY0245
 NY0245.The horizontal coordinates were scaled from a topographic map and have
 NY0245.an estimated accuracy of +/- 6 seconds.
 NY0245
 NY0245.The orthometric height was determined by differential leveling
 NY0245.and adjusted in June 1991.
 NY0245
 NY0245.The geoid height was determined by GEOID03.
 NY0245
 NY0245.The dynamic height is computed by dividing the NAVD 88
 NY0245.geopotential number by the normal gravity value computed on the
 NY0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0245.degrees latitude (g = 980.6199 gals.).
 NY0245
 NY0245.The modeled gravity was interpolated from observed gravity values.
 NY0245
 NY0245;                    North         East    Units  Estimated Accuracy
 NY0245;SPC OR S     -   100,740.    1,450,420.      MT  (+/- 180 meters Scaled)
 NY0245
 NY0245                          SUPERSEDED SURVEY CONTROL
 NY0245
 NY0245  NGVD 29 (??/??/92) 1499.229  (m)         4918.72   (f) ADJ UNCH    2 0
 NY0245
 NY0245.Superseded values are not recommended for survey control.
 NY0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0245.See file dsdata.txt to determine how the superseded data were derived.
 NY0245
 NY0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFN556150(NAD 83)
 NY0245_MARKER: DB = BENCH MARK DISK
 NY0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NY0245_STAMPING: A 116 1935
 NY0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0245+STABILITY: SURFACE MOTION
 NY0245
 NY0245  HISTORY     - Date     Condition        Report By
 NY0245  HISTORY     - 1935     MONUMENTED       CGS
 NY0245  HISTORY     - 1936     GOOD             NGS
 NY0245  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NY0245
 NY0245                          STATION DESCRIPTION
 NY0245
 NY0245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 NY0245'14.3 MI NW FROM BLY.
 NY0245'14.3 MILES NW OF AND ALONG SILVER LAKE ROAD VIA SYCAN ABOUT 10.8 MILES
 NY0245'N OF THE JUNCTION OF THE SILVER LAKE ROAD AND O.S.H. NO. 66. 1.3 MILES
 NY0245'S OF THE S BOUNDARY OF FREMONT NATIONAL FOREST, 13 FEET SW OF PINE
 NY0245'TREE WITH LOCATION BOARD FOR LINE BETWEEN SECTIONS 6 AND 31, T 34 AND
 NY0245'35 S, R 14 E.  20 FEET W OF THE CENTER OF THE ROAD.
 NY0245
 NY0245                          STATION RECOVERY (1985)
 NY0245
 NY0245'RECOVERY NOTE BY US POWER SQUADRON 1985 (GNK)
 NY0245'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0092 ***********************************************************************
 NX0092  DESIGNATION -  A 119
 NX0092  PID         -  NX0092
 NX0092  STATE/COUNTY-  OR/HARNEY
 NX0092  USGS QUAD   -  FIELDS (1980)
 NX0092
 NX0092                         *CURRENT SURVEY CONTROL
 NX0092  ___________________________________________________________________
 NX0092* NAD 83(1986)-  42 16 32.     (N)    118 42 03.     (W)     SCALED    
 NX0092* NAVD 88     -      1424.809  (meters)    4674.56   (feet)  ADJUSTED  
 NX0092  ___________________________________________________________________
 NX0092  GEOID HEIGHT-         -19.53  (meters)                     GEOID03
 NX0092  DYNAMIC HT  -        1423.914 (meters)    4671.62  (feet)  COMP
 NX0092  MODELED GRAV-     979,943.4   (mgal)                       NAVD 88
 NX0092
 NX0092  VERT ORDER  -  SECOND    CLASS 0
 NX0092
 NX0092.The horizontal coordinates were scaled from a topographic map and have
 NX0092.an estimated accuracy of +/- 6 seconds.
 NX0092
 NX0092.The orthometric height was determined by differential leveling
 NX0092.and adjusted in June 1991.
 NX0092
 NX0092.The geoid height was determined by GEOID03.
 NX0092
 NX0092.The dynamic height is computed by dividing the NAVD 88
 NX0092.geopotential number by the normal gravity value computed on the
 NX0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0092.degrees latitude (g = 980.6199 gals.).
 NX0092
 NX0092.The modeled gravity was interpolated from observed gravity values.
 NX0092
 NX0092;                    North         East    Units  Estimated Accuracy
 NX0092;SPC OR S     -    69,230.    1,648,410.      MT  (+/- 180 meters Scaled)
 NX0092
 NX0092                          SUPERSEDED SURVEY CONTROL
 NX0092
 NX0092  NGVD 29 (??/??/92) 1423.656  (m)         4670.78   (f) ADJ UNCH    2 0
 NX0092
 NX0092.Superseded values are not recommended for survey control.
 NX0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NX0092.See file dsdata.txt to determine how the superseded data were derived.
 NX0092
 NX0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG597817(NAD 83)
 NX0092_MARKER: DB = BENCH MARK DISK
 NX0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NX0092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NX0092_STAMPING: A-119 1934
 NX0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NX0092+STABILITY: SURFACE MOTION
 NX0092
 NX0092  HISTORY     - Date     Condition        Report By
 NX0092  HISTORY     - 1934     MONUMENTED       CGS
 NX0092
 NX0092                          STATION DESCRIPTION
 NX0092
 NX0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NX0092'1.6 MI NW FROM FIELDS.
 NX0092'1.6 MILES NORTHWEST OF FIELDS, POST OFFICE.  45 FEET WEST OF CENTER
 NX0092'LINE OF ROAD FROM FIELDS TO BLITZEN.  AT TOP OF A SUMMIT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0114 ***********************************************************************
 NX0114  DESIGNATION -  A 120
 NX0114  PID         -  NX0114
 NX0114  STATE/COUNTY-  OR/LAKE
 NX0114  USGS QUAD   -  PLUSH (1967)
 NX0114
 NX0114                         *CURRENT SURVEY CONTROL
 NX0114  ___________________________________________________________________
 NX0114* NAD 83(1986)-  42 25 15.     (N)    119 54 19.     (W)     SCALED    
 NX0114* NAVD 88     -      1377.190  (meters)    4518.33   (feet)  ADJUSTED  
 NX0114  ___________________________________________________________________
 NX0114  GEOID HEIGHT-         -20.34  (meters)                     GEOID03
 NX0114  DYNAMIC HT  -        1376.329 (meters)    4515.51  (feet)  COMP
 NX0114  MODELED GRAV-     979,948.5   (mgal)                       NAVD 88
 NX0114
 NX0114  VERT ORDER  -  SECOND    CLASS 0
 NX0114
 NX0114.The horizontal coordinates were scaled from a topographic map and have
 NX0114.an estimated accuracy of +/- 6 seconds.
 NX0114
 NX0114.The orthometric height was determined by differential leveling
 NX0114.and adjusted in June 1991.
 NX0114
 NX0114.The geoid height was determined by GEOID03.
 NX0114
 NX0114.The dynamic height is computed by dividing the NAVD 88
 NX0114.geopotential number by the normal gravity value computed on the
 NX0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0114.degrees latitude (g = 980.6199 gals.).
 NX0114
 NX0114.The modeled gravity was interpolated from observed gravity values.
 NX0114
 NX0114;                    North         East    Units  Estimated Accuracy
 NX0114;SPC OR S     -    83,950.    1,548,950.      MT  (+/- 180 meters Scaled)
 NX0114
 NX0114                          SUPERSEDED SURVEY CONTROL
 NX0114
 NX0114  NGVD 29 (??/??/92) 1376.010  (m)         4514.46   (f) ADJ UNCH    2 0
 NX0114
 NX0114.Superseded values are not recommended for survey control.
 NX0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NX0114.See file dsdata.txt to determine how the superseded data were derived.
 NX0114
 NX0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKH609005(NAD 83)
 NX0114_MARKER: DB = BENCH MARK DISK
 NX0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NX0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NX0114_STAMPING: A 120 1934
 NX0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NX0114+STABILITY: SURFACE MOTION
 NX0114
 NX0114  HISTORY     - Date     Condition        Report By
 NX0114  HISTORY     - 1934     MONUMENTED       CGS
 NX0114
 NX0114                          STATION DESCRIPTION
 NX0114
 NX0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NX0114'IN PLUSH.
 NX0114'AT THE NORTH EDGE OF PLUSH, LAKE COUNTY, ON THE ROAD LEADING TO OO
 NX0114'RANCH, 0.1 MILE NORTH OF A WOODEN BRIDGE, 200 FEET NORTH OF A LARGE
 NX0114'BARN, OPPOSITE A SMALL GRAVEL CUT, 25 FEET WEST OF THE ROAD, AND IN
 NX0114'LINE WITH A FENCE.  A STANDARD DISK, STAMPED A 120 1934 AND SET IN THE
 NX0114'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0171 ***********************************************************************
 NX0171  DESIGNATION -  A 121
 NX0171  PID         -  NX0171
 NX0171  STATE/COUNTY-  OR/LAKE
 NX0171  USGS QUAD   -  RABBIT HILLS NW (1980)
 NX0171
 NX0171                         *CURRENT SURVEY CONTROL
 NX0171  ___________________________________________________________________
 NX0171* NAD 83(1986)-  42 37 41.     (N)    119 57 06.     (W)     SCALED    
 NX0171* NAVD 88     -      1445.136  (meters)    4741.25   (feet)  ADJUSTED  
 NX0171  ___________________________________________________________________
 NX0171  GEOID HEIGHT-         -20.29  (meters)                     GEOID03
 NX0171  DYNAMIC HT  -        1444.249 (meters)    4738.34  (feet)  COMP
 NX0171  MODELED GRAV-     979,956.4   (mgal)                       NAVD 88
 NX0171
 NX0171  VERT ORDER  -  SECOND    CLASS 0
 NX0171
 NX0171.The horizontal coordinates were scaled from a topographic map and have
 NX0171.an estimated accuracy of +/- 6 seconds.
 NX0171
 NX0171.The orthometric height was determined by differential leveling
 NX0171.and adjusted in June 1991.
 NX0171
 NX0171.The geoid height was determined by GEOID03.
 NX0171
 NX0171.The dynamic height is computed by dividing the NAVD 88
 NX0171.geopotential number by the normal gravity value computed on the
 NX0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0171.degrees latitude (g = 980.6199 gals.).
 NX0171
 NX0171.The modeled gravity was interpolated from observed gravity values.
 NX0171
 NX0171;                    North         East    Units  Estimated Accuracy
 NX0171;SPC OR S     -   106,940.    1,544,980.      MT  (+/- 180 meters Scaled)
 NX0171
 NX0171                          SUPERSEDED SURVEY CONTROL
 NX0171
 NX0171  NGVD 29 (??/??/92) 1443.937  (m)         4737.32   (f) ADJ UNCH    2 0
 NX0171
 NX0171.Superseded values are not recommended for survey control.
 NX0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NX0171.See file dsdata.txt to determine how the superseded data were derived.
 NX0171
 NX0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKH579237(NAD 83)
 NX0171_MARKER: DB = BENCH MARK DISK
 NX0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NX0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NX0171_STAMPING: A 121 1934
 NX0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NX0171+STABILITY: SURFACE MOTION
 NX0171
 NX0171  HISTORY     - Date     Condition        Report By
 NX0171  HISTORY     - 1934     MONUMENTED       CGS
 NX0171
 NX0171                          STATION DESCRIPTION
 NX0171
 NX0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NX0171'6.8 MI NW FROM GOVERNMENT WELL.
 NX0171'ABOUT 6.8 MILES NORTHWEST OF GOVERNMENT WELL, LAKE COUNTY, AT A CURVE
 NX0171'BETWEEN LONG TANGENTS, AND 25 FEET NORTHEAST OF THE ROAD.  A STANDARD
 NX0171'DISK, STAMPED A 121 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0509 ***********************************************************************
 QB0509  DESIGNATION -  A 122
 QB0509  PID         -  QB0509
 QB0509  STATE/COUNTY-  OR/BAKER
 QB0509  USGS QUAD   -  DURKEE (1988)
 QB0509
 QB0509                         *CURRENT SURVEY CONTROL
 QB0509  ___________________________________________________________________
 QB0509* NAD 83(1986)-  44 35 01.     (N)    117 28 03.     (W)     SCALED    
 QB0509* NAVD 88     -       807.450  (meters)    2649.11   (feet)  ADJUSTED  
 QB0509  ___________________________________________________________________
 QB0509  GEOID HEIGHT-         -16.96  (meters)                     GEOID03
 QB0509  DYNAMIC HT  -         807.201 (meters)    2648.29  (feet)  COMP
 QB0509  MODELED GRAV-     980,282.9   (mgal)                       NAVD 88
 QB0509
 QB0509  VERT ORDER  -  FIRST     CLASS II
 QB0509
 QB0509.The horizontal coordinates were scaled from a topographic map and have
 QB0509.an estimated accuracy of +/- 6 seconds.
 QB0509
 QB0509.The orthometric height was determined by differential leveling
 QB0509.and adjusted in June 1991.
 QB0509
 QB0509.The geoid height was determined by GEOID03.
 QB0509
 QB0509.The dynamic height is computed by dividing the NAVD 88
 QB0509.geopotential number by the normal gravity value computed on the
 QB0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0509.degrees latitude (g = 980.6199 gals.).
 QB0509
 QB0509.The modeled gravity was interpolated from observed gravity values.
 QB0509
 QB0509;                    North         East    Units  Estimated Accuracy
 QB0509;SPC OR N     -   106,410.    2,740,760.      MT  (+/- 180 meters Scaled)
 QB0509
 QB0509                          SUPERSEDED SURVEY CONTROL
 QB0509
 QB0509  NGVD 29 (??/??/92)  806.367  (m)         2645.56   (f) ADJ UNCH    1 2
 QB0509
 QB0509.Superseded values are not recommended for survey control.
 QB0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0509.See file dsdata.txt to determine how the superseded data were derived.
 QB0509
 QB0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK628368(NAD 83)
 QB0509_MARKER: DD = SURVEY DISK
 QB0509_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QB0509_SP_SET: CULVERT
 QB0509_STAMPING: A 122 1941
 QB0509_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB0509
 QB0509  HISTORY     - Date     Condition        Report By
 QB0509  HISTORY     - 1941     MONUMENTED       ORDT
 QB0509
 QB0509                          STATION DESCRIPTION
 QB0509
 QB0509'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1941
 QB0509'IN DURKEE.
 QB0509'AT THE NORTHWEST EDGE OF DURKEE, BAKER COUNTY, ON THE OREGON TRAIL
 QB0509'(U.S. 30), AT THE SOUTHWEST SIDE OF THE HIGHWAY, AND IN THE SOUTHEAST
 QB0509'END OF A CULVERT.  AN OREGON STATE HIGHWAY DEPARTMENT STANDARD DISK,
 QB0509'STAMPED A 122 1941.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0524 ***********************************************************************
 QC0524  DESIGNATION -  A 125
 QC0524  PID         -  QC0524
 QC0524  STATE/COUNTY-  OR/GRANT
 QC0524  USGS QUAD   -  PICTURE GORGE WEST (1990)
 QC0524
 QC0524                         *CURRENT SURVEY CONTROL
 QC0524  ___________________________________________________________________
 QC0524* NAD 83(1986)-  44 35 15.     (N)    119 38 30.     (W)     SCALED    
 QC0524* NAVD 88     -       654.376  (meters)    2146.90   (feet)  ADJUSTED  
 QC0524  ___________________________________________________________________
 QC0524  GEOID HEIGHT-         -19.19  (meters)                     GEOID03
 QC0524  DYNAMIC HT  -         654.196 (meters)    2146.31  (feet)  COMP
 QC0524  MODELED GRAV-     980,321.8   (mgal)                       NAVD 88
 QC0524
 QC0524  VERT ORDER  -  FIRST     CLASS II
 QC0524
 QC0524.The horizontal coordinates were scaled from a topographic map and have
 QC0524.an estimated accuracy of +/- 6 seconds.
 QC0524
 QC0524.The orthometric height was determined by differential leveling
 QC0524.and adjusted in June 1991.
 QC0524
 QC0524.The geoid height was determined by GEOID03.
 QC0524
 QC0524.The dynamic height is computed by dividing the NAVD 88
 QC0524.geopotential number by the normal gravity value computed on the
 QC0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0524.degrees latitude (g = 980.6199 gals.).
 QC0524
 QC0524.The modeled gravity was interpolated from observed gravity values.
 QC0524
 QC0524;                    North         East    Units  Estimated Accuracy
 QC0524;SPC OR N     -   102,690.    2,568,160.      MT  (+/- 180 meters Scaled)
 QC0524
 QC0524                          SUPERSEDED SURVEY CONTROL
 QC0524
 QC0524  NGVD 29 (??/??/92)  653.256  (m)         2143.22   (f) ADJ UNCH    1 2
 QC0524
 QC0524.Superseded values are not recommended for survey control.
 QC0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0524.See file dsdata.txt to determine how the superseded data were derived.
 QC0524
 QC0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKK903405(NAD 83)
 QC0524_MARKER: DD = SURVEY DISK
 QC0524_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QC0524_SP_SET: BRIDGE
 QC0524_STAMPING: 2143.487 A 125 1942
 QC0524_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QC0524_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QC0524+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2006
 QC0524
 QC0524  HISTORY     - Date     Condition        Report By
 QC0524  HISTORY     - 1942     MONUMENTED       ORHD
 QC0524  HISTORY     - 1963     GOOD             NGS
 QC0524  HISTORY     - 20061115 GOOD             INDIV
 QC0524
 QC0524                          STATION DESCRIPTION
 QC0524
 QC0524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 QC0524'11.7 MI NW FROM DAYVILLE.
 QC0524'7.1 MILES NORTHWEST ALONG U.S. HIGHWAY 26 FROM THE DAYVILLE POST
 QC0524'OFFICE TO THE JUNCTION WITH STATE HIGHWAY 19, THEN NORTH ON STATE
 QC0524'HIGHWAY 19 FOR 4.6 MILES TO THE MARK ON THE LEFT, IN THE NORTH END OF
 QC0524'THE WEST GUARD RAIL OF CONCRETE BRIDGE 5-119.56, OVER THE JOHN DAY
 QC0524'RIVER, 13 FEET WEST OF THE CENTER OF THE HIGHWAY AND 1/2 FOOT ABOVE
 QC0524'THE LEVEL OF THE HIGHWAY.
 QC0524
 QC0524                          STATION RECOVERY (2006)
 QC0524
 QC0524'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (BMC)
 QC0524'THE PUBLISHED ELEVATION FOR THIS MARK IS INCORRECT.  THE CAP IS MARKED
 QC0524'2143.487'.  THIS IS THE CORRECT NGVD29 ELEVATION AS DETERMINED BY
 QC0524'DIFFERENTIAL LEVELING FROM RTE19 BM (PID 0527).  THE CORRECT NAD88
 QC0524'ELEVATION IS 2147.16'.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0081 ***********************************************************************
 NY0081  DESIGNATION -  A 126
 NY0081  PID         -  NY0081
 NY0081  STATE/COUNTY-  OR/LAKE
 NY0081  USGS QUAD   -  LAKEVIEW NE (1964)
 NY0081
 NY0081                         *CURRENT SURVEY CONTROL
 NY0081  ___________________________________________________________________
 NY0081* NAD 83(1986)-  42 14 12.     (N)    120 22 03.     (W)     SCALED    
 NY0081* NAVD 88     -      1484.015  (meters)    4868.81   (feet)  ADJUSTED  
 NY0081  ___________________________________________________________________
 NY0081  GEOID HEIGHT-         -20.93  (meters)                     GEOID03
 NY0081  DYNAMIC HT  -        1483.044 (meters)    4865.62  (feet)  COMP
 NY0081  MODELED GRAV-     979,915.0   (mgal)                       NAVD 88
 NY0081
 NY0081  VERT ORDER  -  FIRST     CLASS II
 NY0081
 NY0081.The horizontal coordinates were scaled from a topographic map and have
 NY0081.an estimated accuracy of +/- 6 seconds.
 NY0081
 NY0081.The orthometric height was determined by differential leveling
 NY0081.and adjusted in June 1991.
 NY0081
 NY0081.The geoid height was determined by GEOID03.
 NY0081
 NY0081.The dynamic height is computed by dividing the NAVD 88
 NY0081.geopotential number by the normal gravity value computed on the
 NY0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0081.degrees latitude (g = 980.6199 gals.).
 NY0081
 NY0081.The modeled gravity was interpolated from observed gravity values.
 NY0081
 NY0081;                    North         East    Units  Estimated Accuracy
 NY0081;SPC OR S     -    63,330.    1,510,940.      MT  (+/- 180 meters Scaled)
 NY0081
 NY0081                          SUPERSEDED SURVEY CONTROL
 NY0081
 NY0081  NGVD 29 (??/??/92) 1482.812  (m)         4864.86   (f) ADJ UNCH    1 2
 NY0081
 NY0081.Superseded values are not recommended for survey control.
 NY0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0081.See file dsdata.txt to determine how the superseded data were derived.
 NY0081
 NY0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGM172794(NAD 83)
 NY0081_MARKER: DD = SURVEY DISK
 NY0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NY0081_STAMPING: A 126 1942
 NY0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0081+STABILITY: SURFACE MOTION
 NY0081
 NY0081  HISTORY     - Date     Condition        Report By
 NY0081  HISTORY     - 1942     MONUMENTED       ORDT
 NY0081  HISTORY     - 1942     GOOD             NGS
 NY0081
 NY0081                          STATION DESCRIPTION
 NY0081
 NY0081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NY0081'3.30 MI N FROM LAKEVIEW.
 NY0081'ALONG THE HIGHWAY U.S. NO. 395, AT CROSS-ROADS, 48 FEET EAST OF CENTER
 NY0081'LINE OF HIGHWAY, 18 FEET NORTH OF DIRT ROAD CROSSING THE HIGHWAY, ON
 NY0081'OUTSIDE OF FENCE CORNER.  WITNESS POST SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0041 ***********************************************************************
 NX0041  DESIGNATION -  A 129
 NX0041  PID         -  NX0041
 NX0041  STATE/COUNTY-  OR/MALHEUR
 NX0041  USGS QUAD   -  TWELVEMILE RIDGE (1981)
 NX0041
 NX0041                         *CURRENT SURVEY CONTROL
 NX0041  ___________________________________________________________________
 NX0041* NAD 83(1986)-  42 22 32.     (N)    118 01 31.     (W)     SCALED    
 NX0041* NAVD 88     -      1507.284  (meters)    4945.15   (feet)  ADJUSTED  
 NX0041  ___________________________________________________________________
 NX0041  GEOID HEIGHT-         -18.64  (meters)                     GEOID03
 NX0041  DYNAMIC HT  -        1506.327 (meters)    4942.01  (feet)  COMP
 NX0041  MODELED GRAV-     979,933.2   (mgal)                       NAVD 88
 NX0041
 NX0041  VERT ORDER  -  SECOND    CLASS 0
 NX0041
 NX0041.The horizontal coordinates were scaled from a topographic map and have
 NX0041.an estimated accuracy of +/- 6 seconds.
 NX0041
 NX0041.The orthometric height was determined by differential leveling
 NX0041.and adjusted in June 1991.
 NX0041
 NX0041.The geoid height was determined by GEOID03.
 NX0041
 NX0041.The dynamic height is computed by dividing the NAVD 88
 NX0041.geopotential number by the normal gravity value computed on the
 NX0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0041.degrees latitude (g = 980.6199 gals.).
 NX0041
 NX0041.The modeled gravity was interpolated from observed gravity values.
 NX0041
 NX0041;                    North         East    Units  Estimated Accuracy
 NX0041;SPC OR S     -    81,760.    1,703,790.      MT  (+/- 180 meters Scaled)
 NX0041
 NX0041                          SUPERSEDED SURVEY CONTROL
 NX0041
 NX0041  NGVD 29 (??/??/92) 1506.110  (m)         4941.30   (f) ADJ UNCH    2 0
 NX0041
 NX0041.Superseded values are not recommended for survey control.
 NX0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NX0041.See file dsdata.txt to determine how the superseded data were derived.
 NX0041
 NX0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG155919(NAD 83)
 NX0041_MARKER: DB = BENCH MARK DISK
 NX0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NX0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NX0041_STAMPING: A 129 1934
 NX0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NX0041+STABILITY: SURFACE MOTION
 NX0041
 NX0041  HISTORY     - Date     Condition        Report By
 NX0041  HISTORY     - 1934     MONUMENTED       CGS
 NX0041  HISTORY     - 1976     GOOD             USGS
 NX0041
 NX0041                          STATION DESCRIPTION
 NX0041
 NX0041'DESCRIBED BY US GEOLOGICAL SURVEY 1976
 NX0041'4.1 MI SE FROM TWELVEMILE RANCH.
 NX0041'TWELVEMILE RANCH, EAST 0.1 MILE, THENCE SOUTHEAST ON MAIN ROAD FOR
 NX0041'3.1 MILES TO A ROAD FORK ON THE RIGHT, THENCE WEST ON THE TRACK ROAD
 NX0041'FOR 0.2 MILE TO A ANGLE POINT IN A POWER LINE, THENCE NORTHWEST ON A
 NX0041'TRACK ROAD FOR 0.6 MILE TO THE TOP OF A RIDGE, 800 FEET NORTH OF THE
 NX0041'POWER LINE, AND 35 FEET NORTH OF THE ROAD.  DISK STAMPED A 129 1934
 NX0041'AND IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0117 ***********************************************************************
 PC0117  DESIGNATION -  A 13 RESET
 PC0117  PID         -  PC0117
 PC0117  STATE/COUNTY-  OR/DOUGLAS
 PC0117  USGS QUAD   -  HAMAKER BUTTE (1985)
 PC0117
 PC0117                         *CURRENT SURVEY CONTROL
 PC0117  ___________________________________________________________________
 PC0117* NAD 83(1986)-  43 05 24.     (N)    122 17 12.     (W)     SCALED    
 PC0117* NAVD 88     -      1412.87   (meters)    4635.4    (feet)  RESET     
 PC0117  ___________________________________________________________________
 PC0117  GEOID HEIGHT-         -22.04  (meters)                     GEOID03
 PC0117  VERT ORDER  -  THIRD
 PC0117
 PC0117.The horizontal coordinates were scaled from a topographic map and have
 PC0117.an estimated accuracy of +/- 6 seconds.
 PC0117
 PC0117.The orthometric height was computed from unverified reset data.
 PC0117
 PC0117.The geoid height was determined by GEOID03.
 PC0117
 PC0117;                    North         East    Units  Estimated Accuracy
 PC0117;SPC OR S     -   159,660.    1,354,550.      MT  (+/- 180 meters Scaled)
 PC0117
 PC0117                          SUPERSEDED SURVEY CONTROL
 PC0117
 PC0117.No superseded survey control is available for this station.
 PC0117
 PC0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN580710(NAD 83)
 PC0117_MARKER: DB = BENCH MARK DISK
 PC0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PC0117_STAMPING: A 13 BPR RESET 1969
 PC0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0117+STABILITY: SURFACE MOTION
 PC0117
 PC0117  HISTORY     - Date     Condition        Report By
 PC0117  HISTORY     - 1969     MONUMENTED       CGS
 PC0117  HISTORY     - 1969     GOOD             NGS
 PC0117  HISTORY     - 20030725 GOOD             USPSQD
 PC0117
 PC0117                          STATION DESCRIPTION
 PC0117
 PC0117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 PC0117'12.1 MI SW FROM DIAMOND LAKE.
 PC0117'REACHED FROM THE DIAMOND LAKE POST OFFICE GO SOUTHEAST FOR 0.2 MILE TO
 PC0117'STATE HIGHWAY 138, TURN RIGHT AND GO SOUTHEAST ON STATE HIGHWAY 138
 PC0117'FOR 1.2 MILES TO THE DIAMOND LAKE INFORMATION CENTER ON THE LEFT,
 PC0117'CONTINUE SOUTHEAST ON THE HIGHWAY FOR 2.2 MILES TO THE JUNCTION WITH
 PC0117'STATE HIGHWAY 230, TURN RIGHT AND GO SOUTHWEST, TOWARD MEDFORD, ON
 PC0117'STATE HIGHWAY 230 FOR 8.5 MILES TO THE BENCH MARK ON THE RIGHT, 0.2
 PC0117'MILE EAST OF MILE POST NO. 15, 65 FEET NORTH OF THE CENTER OF STATE
 PC0117'HIGHWAY 230, 9 FEET SOUTHEAST OF A 1-FOOT PINE TREE WITH A T.B.M. AT
 PC0117'THE BASE, 1 FOOT EAST OF A METAL WITNESS POST, AND LEVEL WITH THE
 PC0117'HIGHWAY AT STATION 803+50, (PLUS OR MINUS), SET IN A 10-INCH SQUARE
 PC0117'CONCRETE MONUMENT THAT PROJECTS 5 INCHES.
 PC0117
 PC0117                          STATION RECOVERY (2003)
 PC0117
 PC0117'RECOVERY NOTE BY US POWER SQUADRON 2003 (DH)
 PC0117'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0228 ***********************************************************************
 NW0228  DESIGNATION -  A 130
 NW0228  PID         -  NW0228
 NW0228  STATE/COUNTY-  OR/MALHEUR
 NW0228  USGS QUAD   -  SCOTT RESERVOIR (1972)
 NW0228
 NW0228                         *CURRENT SURVEY CONTROL
 NW0228  ___________________________________________________________________
 NW0228* NAD 83(1986)-  42 52 06.     (N)    117 31 47.     (W)     SCALED    
 NW0228* NAVD 88     -      1170.248  (meters)    3839.39   (feet)  ADJUSTED  
 NW0228  ___________________________________________________________________
 NW0228  GEOID HEIGHT-         -17.89  (meters)                     GEOID03
 NW0228  DYNAMIC HT  -        1169.645 (meters)    3837.41  (feet)  COMP
 NW0228  MODELED GRAV-     980,064.9   (mgal)                       NAVD 88
 NW0228
 NW0228  VERT ORDER  -  SECOND    CLASS 0
 NW0228
 NW0228.The horizontal coordinates were scaled from a topographic map and have
 NW0228.an estimated accuracy of +/- 6 seconds.
 NW0228
 NW0228.The orthometric height was determined by differential leveling
 NW0228.and adjusted in June 1991.
 NW0228
 NW0228.The geoid height was determined by GEOID03.
 NW0228
 NW0228.The dynamic height is computed by dividing the NAVD 88
 NW0228.geopotential number by the normal gravity value computed on the
 NW0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0228.degrees latitude (g = 980.6199 gals.).
 NW0228
 NW0228.The modeled gravity was interpolated from observed gravity values.
 NW0228
 NW0228;                    North         East    Units  Estimated Accuracy
 NW0228;SPC OR S     -   137,790.    1,742,640.      MT  (+/- 180 meters Scaled)
 NW0228
 NW0228                          SUPERSEDED SURVEY CONTROL
 NW0228
 NW0228  NGVD 29 (??/??/92) 1169.200  (m)         3835.95   (f) ADJ UNCH    2 0
 NW0228
 NW0228.Superseded values are not recommended for survey control.
 NW0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0228.See file dsdata.txt to determine how the superseded data were derived.
 NW0228
 NW0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH567463(NAD 83)
 NW0228_MARKER: DB = BENCH MARK DISK
 NW0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NW0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NW0228_STAMPING: A 130 1934
 NW0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NW0228+STABILITY: SURFACE MOTION
 NW0228
 NW0228  HISTORY     - Date     Condition        Report By
 NW0228  HISTORY     - 1934     MONUMENTED       CGS
 NW0228
 NW0228                          STATION DESCRIPTION
 NW0228
 NW0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NW0228'6.3 MI NE FROM ROME.
 NW0228'6.3 MILES NORTHEAST ALONG THE 1934 SURVEY FOR THE IDAHO-OREGON-NEVADA
 NW0228'HIGHWAY FROM ROME, MALHEUR COUNTY, AT THE WEST EDGE OF A LONG VALLEY,
 NW0228'300 FEET WEST OF A DWELLING, 300 FEET WEST OF A DRY CREEK, 25 FEET
 NW0228'WEST OF A WAGON ROAD, AND 60 FEET SOUTH OF HIGHWAY-SURVEY STATION
 NW0228'3840.  A STANDARD DISK, STAMPED A 130 1934 AND SET IN THE TOP OF A
 NW0228'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH0782 ***********************************************************************
 OH0782  DESIGNATION -  A 132
 OH0782  PID         -  OH0782
 OH0782  STATE/COUNTY-  OR/MALHEUR
 OH0782  USGS QUAD   -  OWYHEE (1967)
 OH0782
 OH0782                         *CURRENT SURVEY CONTROL
 OH0782  ___________________________________________________________________
 OH0782* NAD 83(1986)-  43 50 47.     (N)    117 02 10.     (W)     SCALED    
 OH0782* NAVD 88     -       678.563  (meters)    2226.25   (feet)  ADJUSTED  
 OH0782  ___________________________________________________________________
 OH0782  GEOID HEIGHT-         -17.94  (meters)                     GEOID03
 OH0782  DYNAMIC HT  -         678.341 (meters)    2225.52  (feet)  COMP
 OH0782  MODELED GRAV-     980,270.6   (mgal)                       NAVD 88
 OH0782
 OH0782  VERT ORDER  -  SECOND    CLASS 0
 OH0782
 OH0782.The horizontal coordinates were scaled from a topographic map and have
 OH0782.an estimated accuracy of +/- 6 seconds.
 OH0782
 OH0782.The orthometric height was determined by differential leveling
 OH0782.and adjusted in June 1991.
 OH0782
 OH0782.The geoid height was determined by GEOID03.
 OH0782
 OH0782.The dynamic height is computed by dividing the NAVD 88
 OH0782.geopotential number by the normal gravity value computed on the
 OH0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0782.degrees latitude (g = 980.6199 gals.).
 OH0782
 OH0782.The modeled gravity was interpolated from observed gravity values.
 OH0782
 OH0782;                    North         East    Units  Estimated Accuracy
 OH0782;SPC OR S     -   247,900.    1,778,450.      MT  (+/- 180 meters Scaled)
 OH0782
 OH0782                          SUPERSEDED SURVEY CONTROL
 OH0782
 OH0782  NGVD 29 (??/??/92)  677.603  (m)         2223.10   (f) ADJ UNCH    2 0
 OH0782
 OH0782.Superseded values are not recommended for survey control.
 OH0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0782.See file dsdata.txt to determine how the superseded data were derived.
 OH0782
 OH0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ970548(NAD 83)
 OH0782_MARKER: DB = BENCH MARK DISK
 OH0782_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OH0782_SP_SET: FOUNDATION
 OH0782_STAMPING: A 132 1934
 OH0782_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OH0782
 OH0782  HISTORY     - Date     Condition        Report By
 OH0782  HISTORY     - 1934     MONUMENTED       CGS
 OH0782  HISTORY     - 1966     GOOD             NGS
 OH0782
 OH0782                          STATION DESCRIPTION
 OH0782
 OH0782'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 OH0782'4.7 MI S FROM NYSSA.
 OH0782'4.7 MILES SOUTH ALONG STATE HIGHWAY 201 FROM THE SCHOOL AT NYSSA, 0.1
 OH0782'MILE NORTH OF THE JUNCTION OF ADAMS ROAD, IN THE TOP OF THE NORTHEAST
 OH0782'CORNER OF THE CONCRETE FOUNDATION OF OLD OREGON TRAIL MONUMENT, 25
 OH0782'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 1.1 FEET SOUTHWEST OF THE
 OH0782'NORTHEAST CORNER OF THE FOUNDATION, AND ABOUT 1 1/2 FEET LOWER THAN
 OH0782'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0119 ***********************************************************************
 PA0119  DESIGNATION -  A 134
 PA0119  PID         -  PA0119
 PA0119  STATE/COUNTY-  OR/MALHEUR
 PA0119  USGS QUAD   -  FOLLY FARM (1974)
 PA0119
 PA0119                         *CURRENT SURVEY CONTROL
 PA0119  ___________________________________________________________________
 PA0119* NAD 83(1986)-  43 03 02.     (N)    118 11 24.     (W)     SCALED    
 PA0119* NAVD 88     -      1243.542  (meters)    4079.85   (feet)  ADJUSTED  
 PA0119  ___________________________________________________________________
 PA0119  GEOID HEIGHT-         -18.42  (meters)                     GEOID03
 PA0119  DYNAMIC HT  -        1242.875 (meters)    4077.67  (feet)  COMP
 PA0119  MODELED GRAV-     980,041.3   (mgal)                       NAVD 88
 PA0119
 PA0119  VERT ORDER  -  FIRST     CLASS II
 PA0119
 PA0119.The horizontal coordinates were scaled from a topographic map and have
 PA0119.an estimated accuracy of +/- 6 seconds.
 PA0119
 PA0119.The orthometric height was determined by differential leveling
 PA0119.and adjusted in June 1991.
 PA0119
 PA0119.The geoid height was determined by GEOID03.
 PA0119
 PA0119.The dynamic height is computed by dividing the NAVD 88
 PA0119.geopotential number by the normal gravity value computed on the
 PA0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0119.degrees latitude (g = 980.6199 gals.).
 PA0119
 PA0119.The modeled gravity was interpolated from observed gravity values.
 PA0119
 PA0119;                    North         East    Units  Estimated Accuracy
 PA0119;SPC OR S     -   156,320.    1,688,160.      MT  (+/- 180 meters Scaled)
 PA0119
 PA0119                          SUPERSEDED SURVEY CONTROL
 PA0119
 PA0119  NGVD 29 (??/??/92) 1242.396  (m)         4076.09   (f) ADJ UNCH    1 2
 PA0119
 PA0119.Superseded values are not recommended for survey control.
 PA0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0119.See file dsdata.txt to determine how the superseded data were derived.
 PA0119
 PA0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH030671(NAD 83)
 PA0119_MARKER: DB = BENCH MARK DISK
 PA0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PA0119_STAMPING: A 134 1934
 PA0119_MARK LOGO: CGS   
 PA0119_PROJECTION: PROJECTING 5 CENTIMETERS
 PA0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0119+STABILITY: SURFACE MOTION
 PA0119
 PA0119  HISTORY     - Date     Condition        Report By
 PA0119  HISTORY     - 1934     MONUMENTED       CGS
 PA0119  HISTORY     - 1974     GOOD             USGS
 PA0119  HISTORY     - 1984     GOOD             NGS
 PA0119
 PA0119                          STATION DESCRIPTION
 PA0119
 PA0119'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 PA0119'0.35 MI SW FROM FOLLY FARM.
 PA0119'0.35 MILES SOUTHWEST ALONG THE OLD ROAD TO FOLLY FARM FROM THE
 PA0119'JUNCTION OF OREGON HIGHWAY 78 AND THE ROAD TO CROWLEY, 280 FEET EAST
 PA0119'NORTH EAST OF AN OLD ROAD JUNCTION, 40 FEET SOUTH OF THE ROAD.  A
 PA0119'STANDARD DISK SET IN THE TOP OF A CONCRETE POST AND STAMPED A 134
 PA0119'1934.  (0.8 MILES EAST NORTH EAST OF FOLLY FARM).
 PA0119
 PA0119                          STATION RECOVERY (1984)
 PA0119
 PA0119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PA0119'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  44.92 KM
 PA0119'(27.92 MI) SOUTHEAST ALONG STATE HIGHWAY 78 FROM THE POST OFFICE AT
 PA0119'NEW PRINCETON, THENCE 0.56 KM (0.35 MI) SOUTH ALONG A TRACK ROAD, AT
 PA0119'THE Y JUNCTION OF A TRACK ROAD, 12.6 METERS (41.5 FT) SOUTHEAST OF THE
 PA0119'CENTER OF THE NORTHEAST-SOUTHWEST TRACK ROAD, 22.8 METERS (75 FT)
 PA0119'NORTH OF THE CENTER OF THE EAST-WEST TRACK ROAD AND 42.0 METERS
 PA0119'(138 FT) NORTH OF POWER POLE P146 WITH A GUY WIRE ATTACHED.
 PA0119'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 PA0119'THE MARK IS ABOVE LEVEL WITH THE ROADS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0264 ***********************************************************************
 NW0264  DESIGNATION -  A 135
 NW0264  PID         -  NW0264
 NW0264  STATE/COUNTY-  OR/MALHEUR
 NW0264  USGS QUAD   -  FLAT TOP MTN (1980)
 NW0264
 NW0264                         *CURRENT SURVEY CONTROL
 NW0264  ___________________________________________________________________
 NW0264* NAD 83(1986)-  42 38 47.     (N)    117 57 14.     (W)     SCALED    
 NW0264* NAVD 88     -      1203.623  (meters)    3948.89   (feet)  ADJUSTED  
 NW0264  ___________________________________________________________________
 NW0264  GEOID HEIGHT-         -18.51  (meters)                     GEOID03
 NW0264  DYNAMIC HT  -        1202.961 (meters)    3946.71  (feet)  COMP
 NW0264  MODELED GRAV-     980,029.3   (mgal)                       NAVD 88
 NW0264
 NW0264  VERT ORDER  -  SECOND    CLASS 0
 NW0264
 NW0264.The horizontal coordinates were scaled from a topographic map and have
 NW0264.an estimated accuracy of +/- 6 seconds.
 NW0264
 NW0264.The orthometric height was determined by differential leveling
 NW0264.and adjusted in June 1991.
 NW0264
 NW0264.The geoid height was determined by GEOID03.
 NW0264
 NW0264.The dynamic height is computed by dividing the NAVD 88
 NW0264.geopotential number by the normal gravity value computed on the
 NW0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0264.degrees latitude (g = 980.6199 gals.).
 NW0264
 NW0264.The modeled gravity was interpolated from observed gravity values.
 NW0264
 NW0264;                    North         East    Units  Estimated Accuracy
 NW0264;SPC OR S     -   112,000.    1,708,750.      MT  (+/- 180 meters Scaled)
 NW0264
 NW0264                          SUPERSEDED SURVEY CONTROL
 NW0264
 NW0264  NGVD 29 (??/??/92) 1202.563  (m)         3945.41   (f) ADJ UNCH    2 0
 NW0264
 NW0264.Superseded values are not recommended for survey control.
 NW0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0264.See file dsdata.txt to determine how the superseded data were derived.
 NW0264
 NW0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH218219(NAD 83)
 NW0264_MARKER: DB = BENCH MARK DISK
 NW0264_SETTING: 80 = SET IN A BOULDER
 NW0264_SP_SET: BOULDER
 NW0264_STAMPING: A 135 1934
 NW0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NW0264+STABILITY: SURFACE MOTION
 NW0264
 NW0264  HISTORY     - Date     Condition        Report By
 NW0264  HISTORY     - 1934     MONUMENTED       CGS
 NW0264
 NW0264                          STATION DESCRIPTION
 NW0264
 NW0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NW0264'10 MI S FROM ROME.
 NW0264'ABOUT 10 MILES SOUTH ALONG THE ROAD LEADING TO MCDERMITT, NEVADA, FROM
 NW0264'ROME, MALHEUR COUNTY, THENCE ABOUT 15.6 MILES SOUTHWEST ALONG THE ROAD
 NW0264'LEADING TO DENIO, IN A ROCKY STREAK CROSSING THE ROAD IN A FLAT, 45
 NW0264'FEET NORTHWEST OF THE ROAD, AND IN A BOULDER.  A STANDARD DISK,
 NW0264'STAMPED A 135 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0107 ***********************************************************************
 NX0107  DESIGNATION -  A 136
 NX0107  PID         -  NX0107
 NX0107  STATE/COUNTY-  OR/HARNEY
 NX0107  USGS QUAD   -  WALLS LAKE (1971)
 NX0107
 NX0107                         *CURRENT SURVEY CONTROL
 NX0107  ___________________________________________________________________
 NX0107* NAD 83(1986)-  42 45 23.     (N)    119 02 56.     (W)     SCALED    
 NX0107* NAVD 88     -      1399.657  (meters)    4592.04   (feet)  ADJUSTED  
 NX0107  ___________________________________________________________________
 NX0107  GEOID HEIGHT-         -19.48  (meters)                     GEOID03
 NX0107  DYNAMIC HT  -        1398.829 (meters)    4589.32  (feet)  COMP
 NX0107  MODELED GRAV-     979,980.3   (mgal)                       NAVD 88
 NX0107
 NX0107  VERT ORDER  -  SECOND    CLASS 0
 NX0107
 NX0107.The horizontal coordinates were scaled from a topographic map and have
 NX0107.an estimated accuracy of +/- 6 seconds.
 NX0107
 NX0107.The orthometric height was determined by differential leveling
 NX0107.and adjusted in June 1991.
 NX0107
 NX0107.The geoid height was determined by GEOID03.
 NX0107
 NX0107.The dynamic height is computed by dividing the NAVD 88
 NX0107.geopotential number by the normal gravity value computed on the
 NX0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0107.degrees latitude (g = 980.6199 gals.).
 NX0107
 NX0107.The modeled gravity was interpolated from observed gravity values.
 NX0107
 NX0107;                    North         East    Units  Estimated Accuracy
 NX0107;SPC OR S     -   122,080.    1,618,780.      MT  (+/- 180 meters Scaled)
 NX0107
 NX0107                          SUPERSEDED SURVEY CONTROL
 NX0107
 NX0107  NGVD 29 (??/??/92) 1398.473  (m)         4588.16   (f) ADJ UNCH    2 0
 NX0107
 NX0107.Superseded values are not recommended for survey control.
 NX0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NX0107.See file dsdata.txt to determine how the superseded data were derived.
 NX0107
 NX0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH323357(NAD 83)
 NX0107_MARKER: DB = BENCH MARK DISK
 NX0107_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 NX0107_SP_SET: ROCK
 NX0107_STAMPING: A 136 1934
 NX0107_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NX0107
 NX0107  HISTORY     - Date     Condition        Report By
 NX0107  HISTORY     - 1934     MONUMENTED       CGS
 NX0107  HISTORY     - 1971     MARK NOT FOUND   USGS
 NX0107
 NX0107                          STATION DESCRIPTION
 NX0107
 NX0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NX0107'9.4 MI N FROM BLITZEN.
 NX0107'ABOUT 9.4 MILES NORTH ALONG THE FRENCHGLEN ROAD FROM THE SCHOOLHOUSE
 NX0107'AT BLITZEN, HARNEY COUNTY, AT A POINT OF ROCKY RIDGE RUNNING OUT ON A
 NX0107'SAGEBRUSH FLAT, 30 FEET NORTHWEST OF THE ROAD, AND IN ROCK.  A
 NX0107'STANDARD DISK, STAMPED A 136 1934.
 NX0107
 NX0107                          STATION RECOVERY (1971)
 NX0107
 NX0107'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 NX0107'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0395 ***********************************************************************
 PA0395  DESIGNATION -  A 137
 PA0395  PID         -  PA0395
 PA0395  STATE/COUNTY-  OR/HARNEY
 PA0395  USGS QUAD   -  IRON MTN FLAT (1980)
 PA0395
 PA0395                         *CURRENT SURVEY CONTROL
 PA0395  ___________________________________________________________________
 PA0395* NAD 83(1986)-  43 17 24.     (N)    119 29 31.     (W)     SCALED    
 PA0395* NAVD 88     -      1261.961  (meters)    4140.28   (feet)  ADJUSTED  
 PA0395  ___________________________________________________________________
 PA0395  GEOID HEIGHT-         -19.60  (meters)                     GEOID03
 PA0395  DYNAMIC HT  -        1261.317 (meters)    4138.17  (feet)  COMP
 PA0395  MODELED GRAV-     980,065.4   (mgal)                       NAVD 88
 PA0395
 PA0395  VERT ORDER  -  SECOND    CLASS 0
 PA0395
 PA0395.The horizontal coordinates were scaled from a topographic map and have
 PA0395.an estimated accuracy of +/- 6 seconds.
 PA0395
 PA0395.The orthometric height was determined by differential leveling
 PA0395.and adjusted in June 1991.
 PA0395
 PA0395.The geoid height was determined by GEOID03.
 PA0395
 PA0395.The dynamic height is computed by dividing the NAVD 88
 PA0395.geopotential number by the normal gravity value computed on the
 PA0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0395.degrees latitude (g = 980.6199 gals.).
 PA0395
 PA0395.The modeled gravity was interpolated from observed gravity values.
 PA0395
 PA0395;                    North         East    Units  Estimated Accuracy
 PA0395;SPC OR S     -   180,820.    1,581,800.      MT  (+/- 180 meters Scaled)
 PA0395
 PA0395                          SUPERSEDED SURVEY CONTROL
 PA0395
 PA0395  NGVD 29 (??/??/92) 1260.782  (m)         4136.42   (f) ADJ UNCH    2 0
 PA0395
 PA0395.Superseded values are not recommended for survey control.
 PA0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0395.See file dsdata.txt to determine how the superseded data were derived.
 PA0395
 PA0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKH978960(NAD 83)
 PA0395_MARKER: DB = BENCH MARK DISK
 PA0395_SETTING: 66 = SET IN ROCK OUTCROP
 PA0395_SP_SET: ROCK
 PA0395_STAMPING: A 137 1934
 PA0395_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PA0395+STABILITY: POSITION/ELEVATION WELL
 PA0395
 PA0395  HISTORY     - Date     Condition        Report By
 PA0395  HISTORY     - 1934     MONUMENTED       CGS
 PA0395  HISTORY     - 1974     GOOD             USGS
 PA0395  HISTORY     - 19741205 GOOD             USPSQD
 PA0395
 PA0395                          STATION DESCRIPTION
 PA0395
 PA0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PA0395'6.3 MI W FROM OO RANCH.
 PA0395'6.3 MILES WEST OF JCT. OF NARROWS-WAGONTIRE-WARNER LAKE ROADS, 50 FEET
 PA0395'NORTH OF BASE OF RIM ROCK HILL.  100 FEET SOUTH OF ROAD.  IN ROCK.
 PA0395
 PA0395                          STATION RECOVERY (1974)
 PA0395
 PA0395'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 PA0395'RECOVERED IN GOOD CONDITION.
 PA0395
 PA0395                          STATION RECOVERY (1974)
 PA0395
 PA0395'RECOVERY NOTE BY US POWER SQUADRON 1974 (EEM)
 PA0395'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0674 ***********************************************************************
 QE0674  DESIGNATION -  A 138
 QE0674  PID         -  QE0674
 QE0674  STATE/COUNTY-  OR/BENTON
 QE0674  USGS QUAD   -  ALBANY (1975)
 QE0674
 QE0674                         *CURRENT SURVEY CONTROL
 QE0674  ___________________________________________________________________
 QE0674* NAD 83(1986)-  44 38 30.     (N)    123 07 14.     (W)     SCALED    
 QE0674* NAVD 88     -        62.227  (meters)     204.16   (feet)  ADJUSTED  
 QE0674  ___________________________________________________________________
 QE0674  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 QE0674  DYNAMIC HT  -          62.223 (meters)     204.14  (feet)  COMP
 QE0674  MODELED GRAV-     980,562.1   (mgal)                       NAVD 88
 QE0674
 QE0674  VERT ORDER  -  FIRST     CLASS II
 QE0674
 QE0674.The horizontal coordinates were scaled from a topographic map and have
 QE0674.an estimated accuracy of +/- 6 seconds.
 QE0674
 QE0674.The orthometric height was determined by differential leveling
 QE0674.and adjusted in June 1991.
 QE0674.WARNING-Repeat measurements at this control monument indicate possible
 QE0674.vertical movement.
 QE0674
 QE0674.The geoid height was determined by GEOID03.
 QE0674
 QE0674.The dynamic height is computed by dividing the NAVD 88
 QE0674.geopotential number by the normal gravity value computed on the
 QE0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0674.degrees latitude (g = 980.6199 gals.).
 QE0674
 QE0674.The modeled gravity was interpolated from observed gravity values.
 QE0674
 QE0674;                    North         East    Units  Estimated Accuracy
 QE0674;SPC OR N     -   111,720.    2,292,140.      MT  (+/- 180 meters Scaled)
 QE0674
 QE0674                          SUPERSEDED SURVEY CONTROL
 QE0674
 QE0674  NGVD 29 (??/??/92)   61.252  (m)          200.96   (f) ADJ UNCH    1 2
 QE0674
 QE0674.Superseded values are not recommended for survey control.
 QE0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0674.See file dsdata.txt to determine how the superseded data were derived.
 QE0674
 QE0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ904431(NAD 83)
 QE0674_MARKER: DD = SURVEY DISK
 QE0674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0674_SP_SET: CONCRETE POST
 QE0674_STAMPING: A 138 1939
 QE0674_MARK LOGO: USE   
 QE0674_PROJECTION: RECESSED 15 CENTIMETERS
 QE0674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0674+STABILITY: SURFACE MOTION
 QE0674
 QE0674  HISTORY     - Date     Condition        Report By
 QE0674  HISTORY     - 1939     MONUMENTED       DOD
 QE0674  HISTORY     - 1961     GOOD             NGS
 QE0674  HISTORY     - 19860510 GOOD             USPSQD
 QE0674  HISTORY     - 1987     GOOD             NGS
 QE0674
 QE0674                          STATION DESCRIPTION
 QE0674
 QE0674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 QE0674'0.9 MI WNW FROM ALBANY.
 QE0674'FROM THE SOUTH END OF THE HIGHWAY BRIDGE OVER THE WILLAMETTE RIVER AT
 QE0674'ALBANY, GO NORTH AND WEST ON U.S. HIGHWAY 20 FOR 0.9 MILE.  SET IN THE
 QE0674'TOP OF A CONCRETE POST THAT IS 25 FEET NORTH OF THE CENTER OF THE
 QE0674'HIGHWAY, 135 FEET EAST OF WALKER LANE, 5.5 FEET SOUTH OF POWER POLE
 QE0674'NO. 24, AND 0.5 FOOT WEST OF A METAL WITNESS POST.
 QE0674
 QE0674                          STATION RECOVERY (1986)
 QE0674
 QE0674'RECOVERY NOTE BY US POWER SQUADRON 1986 (RCC)
 QE0674'RECOVERED IN GOOD CONDITION.
 QE0674
 QE0674                          STATION RECOVERY (1987)
 QE0674
 QE0674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE0674'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  1.5 KM
 QE0674'(0.95 MI) WESTERLY ALONG U.S. HIGHWAY 20 FROM ITS JUNCTION WITH 1ST
 QE0674'AVENUE IN ALBANY, 41.2 M (135.2 FT) EAST OF THE CENTER OF WALKER
 QE0674'LANE, 7.7 M (25.3 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, AMD 1.7
 QE0674'M (5.6 FT) SOUTH OF UTILITY POLE NUMBER 014303 24.
 QE0674'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 QE0674'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0255 ***********************************************************************
 RD0255  DESIGNATION -  A 14
 RD0255  PID         -  RD0255
 RD0255  STATE/COUNTY-  OR/CLACKAMAS
 RD0255  USGS QUAD   -  CANBY (1985)
 RD0255
 RD0255                         *CURRENT SURVEY CONTROL
 RD0255  ___________________________________________________________________
 RD0255* NAD 83(1986)-  45 15 42.     (N)    122 41 43.     (W)     SCALED    
 RD0255* NAVD 88     -        47.713  (meters)     156.54   (feet)  ADJUSTED  
 RD0255  ___________________________________________________________________
 RD0255  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 RD0255  DYNAMIC HT  -          47.711 (meters)     156.53  (feet)  COMP
 RD0255  MODELED GRAV-     980,591.0   (mgal)                       NAVD 88
 RD0255
 RD0255  VERT ORDER  -  FIRST     CLASS II
 RD0255
 RD0255.The horizontal coordinates were scaled from a topographic map and have
 RD0255.an estimated accuracy of +/- 6 seconds.
 RD0255
 RD0255.The orthometric height was determined by differential leveling
 RD0255.and adjusted in June 1991.
 RD0255
 RD0255.The geoid height was determined by GEOID03.
 RD0255
 RD0255.The dynamic height is computed by dividing the NAVD 88
 RD0255.geopotential number by the normal gravity value computed on the
 RD0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0255.degrees latitude (g = 980.6199 gals.).
 RD0255
 RD0255.The modeled gravity was interpolated from observed gravity values.
 RD0255
 RD0255;                    North         East    Units  Estimated Accuracy
 RD0255;SPC OR N     -   179,580.    2,327,740.      MT  (+/- 180 meters Scaled)
 RD0255
 RD0255                          SUPERSEDED SURVEY CONTROL
 RD0255
 RD0255  NGVD 29 (??/??/92)   46.668  (m)          153.11   (f) ADJ UNCH    1 2
 RD0255
 RD0255.Superseded values are not recommended for survey control.
 RD0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0255.See file dsdata.txt to determine how the superseded data were derived.
 RD0255
 RD0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER239120(NAD 83)
 RD0255_MARKER: DB = BENCH MARK DISK
 RD0255_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 RD0255+WITH SETTING: PAVEMENT
 RD0255_SP_SET: STEPS
 RD0255_STAMPING: A 14 1920 ELEV 152.674 FT
 RD0255_MARK LOGO: CGS   
 RD0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0255+STABILITY: SURFACE MOTION
 RD0255_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RD0255+SATELLITE: SATELLITE OBSERVATIONS - January 17, 2008
 RD0255
 RD0255  HISTORY     - Date     Condition        Report By
 RD0255  HISTORY     - 1920     MONUMENTED       CGS
 RD0255  HISTORY     - 1934     GOOD             NGS
 RD0255  HISTORY     - 1987     GOOD             NGS
 RD0255  HISTORY     - 1990     GOOD             USPSQD
 RD0255  HISTORY     - 1990     GOOD             USPSQD
 RD0255  HISTORY     - 20070317 GOOD             USPSQD
 RD0255  HISTORY     - 20080117 GOOD             CASHER
 RD0255
 RD0255                          STATION DESCRIPTION
 RD0255
 RD0255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RD0255'IN CANBY.
 RD0255'AT CANBY, CLACKAMAS COUNTY, 100 FEET SOUTH OF SOUTHERN PACIFIC CO.
 RD0255'STATION, 150 FEET WEST OF THE TRACK, ON THE SOUTH SIDE OF THE ENTRANCE
 RD0255'TO THE BUILDING FORMERLY OCCUPIED BY THE FIRST NATIONAL BANK, IN THE
 RD0255'TOP OF THE SECOND STEP AND 5 INCHES FROM THE WALL.  A STANDARD DISK
 RD0255'STAMPED A 14 1920 ELEV 152.674 FT.
 RD0255
 RD0255                          STATION RECOVERY (1987)
 RD0255
 RD0255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD0255'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN CANBY, AT
 RD0255'302 SOUTHWEST FIRST AVENUE, IN TOP OF THE SOUTHWEST END OF THE SECOND
 RD0255'STEP OF THE EAST ENTRANCE TO THE BUILDING, AND 1.3 M (4.3 FT) SOUTH
 RD0255'OF THE CENTER OF THE ENTRANCE.
 RD0255'THE MARK IS 0.3 M ABOVE THE SIDEWALK.
 RD0255
 RD0255                          STATION RECOVERY (1990)
 RD0255
 RD0255'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCB)
 RD0255'RECOVERED IN GOOD CONDITION.
 RD0255
 RD0255                          STATION RECOVERY (1990)
 RD0255
 RD0255'RECOVERY NOTE BY US POWER SQUADRON 1990 (KRN)
 RD0255'RECOVERED IN GOOD CONDITION.
 RD0255
 RD0255                          STATION RECOVERY (2007)
 RD0255
 RD0255'RECOVERY NOTE BY US POWER SQUADRON 2007 (RR)
 RD0255'RECOVERED IN GOOD CONDITION.
 RD0255
 RD0255                          STATION RECOVERY (2008)
 RD0255
 RD0255'RECOVERY NOTE BY CASWELL/HERTEL SURVEYORS 2008 (BSS)
 RD0255'RECOVERED IN GOOD CONDITION. NEW TO REACH DESCRIPTION. LOCATED AT 302
 RD0255'NW 1ST AVE. IN CANBY, OREGOPN. STATION IS LOCATED AT THE NORTHWESTERLY
 RD0255'INTERSECTION OF N. GRANT STREET AND NW 1ST AVENUE AT THE WEST END OF
 RD0255'THE TOP OF THE SECOND STEP TO THE SOUTHEAST BUILDING ENTRANCE. THE
 RD0255'STATION IS LOCATED 5 INCHES FROM THE BUILDING WALL AND IS NOT
 RD0255'RECOMMENED FOR SATELLITE OBSERVATIONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0121 ***********************************************************************
 PC0121  DESIGNATION -  A 14 RESET
 PC0121  PID         -  PC0121
 PC0121  STATE/COUNTY-  OR/DOUGLAS
 PC0121  USGS QUAD   -  PUMICE DESERT WEST (1985)
 PC0121
 PC0121                         *CURRENT SURVEY CONTROL
 PC0121  ___________________________________________________________________
 PC0121* NAD 83(1986)-  43 05 22.     (N)    122 15 02.     (W)     SCALED    
 PC0121* NAVD 88     -      1547.60   (meters)    5077.4    (feet)  RESET     
 PC0121  ___________________________________________________________________
 PC0121  GEOID HEIGHT-         -21.93  (meters)                     GEOID03
 PC0121  VERT ORDER  -  THIRD
 PC0121
 PC0121.The horizontal coordinates were scaled from a topographic map and have
 PC0121.an estimated accuracy of +/- 6 seconds.
 PC0121
 PC0121.The orthometric height was computed from unverified reset data.
 PC0121
 PC0121.The geoid height was determined by GEOID03.
 PC0121
 PC0121;                    North         East    Units  Estimated Accuracy
 PC0121;SPC OR S     -   159,540.    1,357,490.      MT  (+/- 180 meters Scaled)
 PC0121
 PC0121                          SUPERSEDED SURVEY CONTROL
 PC0121
 PC0121.No superseded survey control is available for this station.
 PC0121
 PC0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN609710(NAD 83)
 PC0121_MARKER: DB = BENCH MARK DISK
 PC0121_SETTING: 66 = SET IN ROCK OUTCROP
 PC0121_SP_SET: BEDROCK
 PC0121_STAMPING: A 14 BPR RESET 1969
 PC0121_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PC0121+STABILITY: POSITION/ELEVATION WELL
 PC0121
 PC0121  HISTORY     - Date     Condition        Report By
 PC0121  HISTORY     - 1969     MONUMENTED       CGS
 PC0121  HISTORY     - 1969     GOOD             NGS
 PC0121
 PC0121                          STATION DESCRIPTION
 PC0121
 PC0121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 PC0121'10.3 MI SW FROM DIAMOND LAKE.
 PC0121'REACHED FROM THE DIAMOND LAKE POST OFFICE GO SOUTHEAST FOR 0.2 MILE TO
 PC0121'STATE HIGHWAY 138, TURN RIGHT AND GO SOUTHEAST ON STATE HIGHWAY 138
 PC0121'FOR 1.2 MILES TO THE DIAMOND LAKE INFORMATION CENTER ON THE LEFT,
 PC0121'CONTINUE SOUTHEAST ON THE HIGHWAY FOR 2.2 MILES TO THE JUNCTION WITH
 PC0121'STATE HIGHWAY 230, TURN RIGHT AND GO SOUTHWEST, TOWARD MEDFORD, ON
 PC0121'STATE HIGHWAY 230 FOR 6.7 MILES TO THE BENCH MARK ON THE RIGHT, 0.05
 PC0121'MILE EAST OF MILE POST NO. 17, AT STATION 903, (PLUS OR MINUS), 55
 PC0121'FEET NORTH OF THE CENTER OF THE HIGHWAY WAY AND 3 FEET HIGHER THAN THE
 PC0121'HIGHWAY, CEMENTED IN A LEDGE OF BEDROCK.  THE LETTERS BM WERE PAINTED
 PC0121'ON THE SOUTH FACE OF THE BEDROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0872 ***********************************************************************
 QE0872  DESIGNATION -  A 141
 QE0872  PID         -  QE0872
 QE0872  STATE/COUNTY-  OR/LANE
 QE0872  USGS QUAD   -  EUGENE EAST (1986)
 QE0872
 QE0872                         *CURRENT SURVEY CONTROL
 QE0872  ___________________________________________________________________
 QE0872* NAD 83(1986)-  44 03 13.     (N)    123 05 34.     (W)     SCALED    
 QE0872* NAVD 88     -       131.231  (meters)     430.55   (feet)  ADJUSTED  
 QE0872  ___________________________________________________________________
 QE0872  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 QE0872  DYNAMIC HT  -         131.213 (meters)     430.49  (feet)  COMP
 QE0872  MODELED GRAV-     980,478.9   (mgal)                       NAVD 88
 QE0872
 QE0872  VERT ORDER  -  FIRST     CLASS II
 QE0872
 QE0872.The horizontal coordinates were scaled from a topographic map and have
 QE0872.an estimated accuracy of +/- 6 seconds.
 QE0872
 QE0872.The orthometric height was determined by differential leveling
 QE0872.and adjusted in June 1991.
 QE0872
 QE0872.The geoid height was determined by GEOID03.
 QE0872
 QE0872.The dynamic height is computed by dividing the NAVD 88
 QE0872.geopotential number by the normal gravity value computed on the
 QE0872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0872.degrees latitude (g = 980.6199 gals.).
 QE0872
 QE0872.The modeled gravity was interpolated from observed gravity values.
 QE0872
 QE0872;                    North         East    Units  Estimated Accuracy
 QE0872;SPC OR S     -   268,380.    1,292,260.      MT  (+/- 180 meters Scaled)
 QE0872
 QE0872                          SUPERSEDED SURVEY CONTROL
 QE0872
 QE0872  NGVD 29 (??/??/92)  130.129  (m)          426.93   (f) ADJ UNCH    1 2
 QE0872
 QE0872.Superseded values are not recommended for survey control.
 QE0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0872.See file dsdata.txt to determine how the superseded data were derived.
 QE0872
 QE0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP925778(NAD 83)
 QE0872_MARKER: DD = SURVEY DISK
 QE0872_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 QE0872+WITH SETTING: PAVEMENT
 QE0872_SP_SET: LANDING
 QE0872_STAMPING: A 141 1929 1941 427
 QE0872_MARK LOGO: USE   
 QE0872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0872+STABILITY: SURFACE MOTION
 QE0872_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QE0872+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2003
 QE0872
 QE0872  HISTORY     - Date     Condition        Report By
 QE0872  HISTORY     - 1941     MONUMENTED       DOD
 QE0872  HISTORY     - 1943     GOOD             NGS
 QE0872  HISTORY     - 1966     MARK NOT FOUND   NGS
 QE0872  HISTORY     - 1987     GOOD             NGS
 QE0872  HISTORY     - 20031009 GOOD             INDIV
 QE0872  HISTORY     - 20061108 GOOD             GEOCAC
 QE0872
 QE0872                          STATION DESCRIPTION
 QE0872
 QE0872'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QE0872'IN EUGENE.
 QE0872'AT EUGENE, ALONG WILLAMETTE STREET, BETWEEN FIFTH AND SIXTH AVENUES
 QE0872'WEST, AT THE POST OFFICE, SET IN THE FLOOR ON THE NORTH SIDE OF THE
 QE0872'MAIN ENTRANCE TO THE POST OFFICE.
 QE0872
 QE0872                          STATION RECOVERY (1966)
 QE0872
 QE0872'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 QE0872'MARK NOT FOUND.
 QE0872
 QE0872                          STATION RECOVERY (1987)
 QE0872
 QE0872'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE0872'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  IN EUGENE, AT
 QE0872'THE INTERSECTION OF WEST 5TH AVENUE AND WILLIAMETTE STREET, IN THE
 QE0872'NORTHWEST PART OF THE STONE LANDING AT THE EAST ENTRANCE TO THE POST
 QE0872'OFFICE, 39.5 M (129.6 FT) SOUTH OF THE CENTERLINE OF THE AVENUE, 23.5
 QE0872'M (77.1 FT) WEST OF THE CENTERLINE OF THE STREET, 1.2 M (3.9 FT)
 QE0872'NORTH OF THE CENTER OF THE ENTRANCE, AND 0.1 M (0.3 FT) EAST OF THE
 QE0872'EAST FACE OF THE POST OFFICE.
 QE0872'THE MARK IS 0.9 M ABOVE THE STREET.
 QE0872
 QE0872                          STATION RECOVERY (2003)
 QE0872
 QE0872'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DBT)
 QE0872'HANDHELD GPS INDICATED N 44 03 14.4    W 123 05 34.8
 QE0872
 QE0872                          STATION RECOVERY (2006)
 QE0872
 QE0872'RECOVERY NOTE BY GEOCACHING 2006 (ADS)
 QE0872'HANDHELD GPSR COORDINATES N 44  03.218 W 123  05.585
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0921 ***********************************************************************
 NY0921  DESIGNATION -  A 15
 NY0921  PID         -  NY0921
 NY0921  STATE/COUNTY-  OR/KLAMATH
 NY0921  USGS QUAD   -  ALTAMONT (1995)
 NY0921
 NY0921                         *CURRENT SURVEY CONTROL
 NY0921  ___________________________________________________________________
 NY0921* NAD 83(1991)-  42 12 15.76021(N)    121 42 45.91837(W)     ADJUSTED  
 NY0921* NAVD 88     -      1275.66   (+/-2cm)    4185.2    (feet)  VERTCON   
 NY0921  ___________________________________________________________________
 NY0921  LAPLACE CORR-           4.14  (seconds)                    DEFLEC99
 NY0921  GEOID HEIGHT-         -22.67  (meters)                     GEOID03
 NY0921  HORZ ORDER  -  SECOND
 NY0921  VERT ORDER  -  THIRD ? (See Below)
 NY0921
 NY0921.The horizontal coordinates were established by classical geodetic methods
 NY0921.and adjusted by the National Geodetic Survey in October 1991.
 NY0921
 NY0921.The NAVD 88 height was computed by applying the VERTCON shift value to
 NY0921.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NY0921.The vertical order pertains to the NGVD 29 superseded value.
 NY0921
 NY0921.The Laplace correction was computed from DEFLEC99 derived deflections.
 NY0921
 NY0921.The geoid height was determined by GEOID03.
 NY0921
 NY0921;                    North         East     Units Scale Factor Converg.
 NY0921;SPC OR S     -    60,457.474 1,399,844.475   MT  1.00003496   -0 49 46.9
 NY0921;SPC OR S     -   198,351.29  4,592,665.60   iFT  1.00003496   -0 49 46.9
 NY0921;UTM  10      - 4,673,270.450   606,265.638   MT  0.99973894   +0 51 53.4
 NY0921
 NY0921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NY0921!SPC OR S     -   0.99980352  x   1.00003496  =   0.99983847
 NY0921!UTM  10      -   0.99980352  x   0.99973894  =   0.99954251
 NY0921
 NY0921                          SUPERSEDED SURVEY CONTROL
 NY0921
 NY0921  NAD 83(1986)-  42 12 15.75684(N)    121 42 45.91022(W) AD(       ) 2
 NY0921  NAD 27      -  42 12 16.23400(N)    121 42 41.87800(W) AD(       ) 2
 NY0921  NGVD 29 (07/19/86) 1274.57   (m)         4181.7    (f) LEVELING    3  
 NY0921
 NY0921.Superseded values are not recommended for survey control.
 NY0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0921.See file dsdata.txt to determine how the superseded data were derived.
 NY0921
 NY0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM0626673270(NAD 83)
 NY0921_MARKER: Z = SEE DESCRIPTION
 NY0921_SETTING: 0 = UNSPECIFIED SETTING
 NY0921_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NY0921
 NY0921  HISTORY     - Date     Condition        Report By
 NY0921  HISTORY     - 1920     MONUMENTED       CGS
 NY0921  HISTORY     - 1933     SEE DESCRIPTION  CGS
 NY0921  HISTORY     - 1942     SEE DESCRIPTION  CGS
 NY0921  HISTORY     - 1952     SEE DESCRIPTION  CGS
 NY0921
 NY0921                          STATION DESCRIPTION
 NY0921
 NY0921'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (EWE)
 NY0921'ABOUT 4.4 MILES E OF THE WHITE PELICAN HOTEL AT KLAMATH FALLS,
 NY0921'1.3 MILES E OF STEEL BRIDGE OVER IRRIGATION CANAL, IN THE SW CORNER
 NY0921'OF A FIELD, 30 METERS (98 FEET) NW OF A HOUSE OWNED BY MR. JOHN
 NY0921'A SHORT, AND 2 METERS (7 FEET) E OF THE OLD KLAMATH FALLS-MERRILL
 NY0921'ROAD.  THE STATION IS MARKED BY A STANDARD BENCH MARK DISK SET IN
 NY0921'TOP OF A CONCRETE POST, HAVING BEEN ESTABLISHED BY A PRECISE
 NY0921'LEVEL PARTY.
 NY0921
 NY0921                          STATION RECOVERY (1933)
 NY0921
 NY0921'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (LAM)
 NY0921'ABOUT 4 MILES SE ALONG THE DALLES-CALIFORNIA HIGHWAY FROM KLAMATH
 NY0921'FALLS, 612 FEET S OF A HIGHWAY CENTER LINE, ALMOST DUE S OF
 NY0921'MILEPOST 289, ABOUT 100 FEET NW OF HOUSE OWNED BY MRS. JOHN
 NY0921'A. SHORT, 32 FEET E OF N-S ROAD, IN NW CORNER OF YARD.  THE
 NY0921'STATION IS MARKED BY DISK STAMPED 4181.163 A 15 1920 AND SET IN
 NY0921'CONCRETE POST.  DISK IS A FIRST-ORDER BENCH MARK OF THIS SURVEY.
 NY0921'
 NY0921'MARK SAID TO HAVE BEEN ORIGINALLY IN SW CORNER OF FIELD, BUT IN
 NY0921'1933 WAS IN NW CORNER OF YARD.  FENCE MAY HAVE BEEN MOVED.  IN
 NY0921'1933 MARK SEEMED INTACT, AND WAS SURMOUNTED BY ORIGINAL INSTRUMENT
 NY0921'STAND.  WILL TRY TO GET FURTHER DATE FROM MRS. SHORT.
 NY0921
 NY0921                          STATION RECOVERY (1942)
 NY0921
 NY0921'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (PT)
 NY0921'THIS MARK WAS FOUND DISTURBED BY FARMING EQUIPMENT AND LOOSE IN THE
 NY0921'GROUND.  THE BENCH MARK SETTER STRAIGHTENED IT UP AND REINFORED
 NY0921'IT IN A CASE OF CONCRETE.  THE ORIGINAL POSITION WAS CHANGED VERY
 NY0921'LITTLE IF ANY.  HOWEVER, THE MARKS GEODETIC POSITION SHOULD BE
 NY0921'USED WITH CAUTION UNTIL A CHECK HAS BEEN OBTAINED ON IT.
 NY0921
 NY0921                          STATION RECOVERY (1952)
 NY0921
 NY0921'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CVM)
 NY0921'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0123 ***********************************************************************
 PC0123  DESIGNATION -  A 15 RESET
 PC0123  PID         -  PC0123
 PC0123  STATE/COUNTY-  OR/DOUGLAS
 PC0123  USGS QUAD   -  PUMICE DESERT WEST (1985)
 PC0123
 PC0123                         *CURRENT SURVEY CONTROL
 PC0123  ___________________________________________________________________
 PC0123* NAD 83(1986)-  43 05 26.     (N)    122 14 24.     (W)     SCALED    
 PC0123* NAVD 88     -      1585.83   (meters)    5202.8    (feet)  RESET     
 PC0123  ___________________________________________________________________
 PC0123  GEOID HEIGHT-         -21.89  (meters)                     GEOID03
 PC0123  VERT ORDER  -  THIRD
 PC0123
 PC0123.The horizontal coordinates were scaled from a topographic map and have
 PC0123.an estimated accuracy of +/- 6 seconds.
 PC0123
 PC0123.The orthometric height was computed from unverified reset data.
 PC0123
 PC0123.The geoid height was determined by GEOID03.
 PC0123
 PC0123;                    North         East    Units  Estimated Accuracy
 PC0123;SPC OR S     -   159,640.    1,358,350.      MT  (+/- 180 meters Scaled)
 PC0123
 PC0123                          SUPERSEDED SURVEY CONTROL
 PC0123
 PC0123.No superseded survey control is available for this station.
 PC0123
 PC0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN618711(NAD 83)
 PC0123_MARKER: DB = BENCH MARK DISK
 PC0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PC0123_STAMPING: A 15 BPR RESET 1969
 PC0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0123+STABILITY: SURFACE MOTION
 PC0123
 PC0123  HISTORY     - Date     Condition        Report By
 PC0123  HISTORY     - 1969     MONUMENTED       CGS
 PC0123  HISTORY     - 1969     GOOD             NGS
 PC0123  HISTORY     - 20030725 GOOD             USPSQD
 PC0123
 PC0123                          STATION DESCRIPTION
 PC0123
 PC0123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 PC0123'9.6 MI SW FROM DIAMOND LAKE.
 PC0123'REACHED FROM THE DIAMOND LAKE POST OFFICE GO SOUTHEAST FOR 0.2 MILE TO
 PC0123'STATE HIGHWAY 138, TURN RIGHT AND GO SOUTHEAST ON STATE HIGHWAY 138
 PC0123'FOR 1.2 MILES TO THE DIAMOND LAKE INFORMATION CENTER ON THE LEFT,
 PC0123'CONTINUE SOUTHEAST ON THE HIGHWAY FOR 2.2 MILES TO THE JUNCTION WITH
 PC0123'STATE HIGHWAY 230, TURN RIGHT AND GO SOUTHWEST, TOWARD MEDFORD, ON
 PC0123'STATE HIGHWAY 230 FOR 5.7 MILES TO MILE POST NO. 18, CONTINUE WEST ON
 PC0123'THE HIGHWAY FOR 0.3 MILE TO A SUMMIT IN THE ROAD AND THE BENCH MARK ON
 PC0123'THE RIGHT, 64 FEET NORTH OF THE CENTER OF THE ROAD, 0.5 FOOT EAST OF A
 PC0123'METAL WITNESS POST, AND LEVEL WITH THE ROAD AT STATION 933+50, (PLUS
 PC0123'OR MINUS), SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 1
 PC0123'INCH.
 PC0123
 PC0123                          STATION RECOVERY (2003)
 PC0123
 PC0123'RECOVERY NOTE BY US POWER SQUADRON 2003 (DH)
 PC0123'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0360 ***********************************************************************
 NY0360  DESIGNATION -  A 15 RESET
 NY0360  PID         -  NY0360
 NY0360  STATE/COUNTY-  OR/KLAMATH
 NY0360  USGS QUAD   -  ALTAMONT (1995)
 NY0360
 NY0360                         *CURRENT SURVEY CONTROL
 NY0360  ___________________________________________________________________
 NY0360* NAD 83(1986)-  42 12 20.     (N)    121 42 45.     (W)     SCALED    
 NY0360* NAVD 88     -      1275.636  (meters)    4185.15   (feet)  ADJUSTED  
 NY0360  ___________________________________________________________________
 NY0360  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 NY0360  DYNAMIC HT  -        1274.851 (meters)    4182.57  (feet)  COMP
 NY0360  MODELED GRAV-     979,962.6   (mgal)                       NAVD 88
 NY0360
 NY0360  VERT ORDER  -  FIRST     CLASS II
 NY0360
 NY0360.The horizontal coordinates were scaled from a topographic map and have
 NY0360.an estimated accuracy of +/- 6 seconds.
 NY0360
 NY0360.The orthometric height was determined by differential leveling
 NY0360.and adjusted in June 1991.
 NY0360
 NY0360.The geoid height was determined by GEOID03.
 NY0360
 NY0360.The dynamic height is computed by dividing the NAVD 88
 NY0360.geopotential number by the normal gravity value computed on the
 NY0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0360.degrees latitude (g = 980.6199 gals.).
 NY0360
 NY0360.The modeled gravity was interpolated from observed gravity values.
 NY0360
 NY0360;                    North         East    Units  Estimated Accuracy
 NY0360;SPC OR S     -    60,590.    1,399,870.      MT  (+/- 180 meters Scaled)
 NY0360
 NY0360                          SUPERSEDED SURVEY CONTROL
 NY0360
 NY0360  NGVD 29 (??/??/92) 1274.543  (m)         4181.56   (f) ADJ UNCH    1 2
 NY0360
 NY0360.Superseded values are not recommended for survey control.
 NY0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0360.See file dsdata.txt to determine how the superseded data were derived.
 NY0360
 NY0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM062734(NAD 83)
 NY0360_MARKER: DB = BENCH MARK DISK
 NY0360_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NY0360_SP_SET: CONCRETE MASS
 NY0360_STAMPING: ELEV 4181.163 FT A 15 192 RESET 1942
 NY0360_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NY0360
 NY0360  HISTORY     - Date     Condition        Report By
 NY0360  HISTORY     - 1942     MONUMENTED       CGS
 NY0360  HISTORY     - 1970     GOOD             NGS
 NY0360  HISTORY     - 20060528 MARK NOT FOUND   NGS
 NY0360
 NY0360                          STATION DESCRIPTION
 NY0360
 NY0360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NY0360'IN KLAMATH FALLS.
 NY0360'1.0 MILE WEST OF THE JUNCTION OF STATE HIGHWAY S 39, AND 140, 0.1 MILE
 NY0360'SOUTH OF THE JUNCTION OF PATTERSON STREET, AND STATE HIGHWAYS 39, AND
 NY0360'140, 117.5 FEET SOUTH OF BENCH MARK A 15 RESET 1967, 60 FEET NORTH OF
 NY0360'THE CENTER OF THE DRIVEWAY TO HOUSE NO. 2511, 33 FEET EAST OF THE
 NY0360'CENTER OF PATTERSON STREET, 8 FEET SOUTH OF THE SOUTHWEST CORNER OF
 NY0360'THE LOT OCCUPIED BY BAKERS NURSERY, 8 FEET NORTH OF THE NORTHERN MOST
 NY0360'OF TWO LOCUST TREES, AND 3 FEET EAST OF A WOODEN WITNESS POST WITH A
 NY0360'WITNESS SIGN NAILED ON IT SET IN AN IRREGULAR MASS OF CONCRETE THAT
 NY0360'PROJECTS 3 INCHES.
 NY0360
 NY0360                          STATION RECOVERY (2006)
 NY0360
 NY0360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (TGW)
 NY0360'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0361 ***********************************************************************
 NY0361  DESIGNATION -  A 15 RESET
 NY0361  PID         -  NY0361
 NY0361  STATE/COUNTY-  OR/KLAMATH
 NY0361  USGS QUAD   -  ALTAMONT (1995)
 NY0361
 NY0361                         *CURRENT SURVEY CONTROL
 NY0361  ___________________________________________________________________
 NY0361* NAD 83(1986)-  42 12 20.     (N)    121 42 10.     (W)     SCALED    
 NY0361* NAVD 88     -      1275.48   (meters)    4184.6    (feet)  RESET     
 NY0361  ___________________________________________________________________
 NY0361  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 NY0361  VERT ORDER  -  THIRD
 NY0361
 NY0361.The horizontal coordinates were scaled from a topographic map and have
 NY0361.an estimated accuracy of +/- 6 seconds.
 NY0361
 NY0361.The orthometric height was computed from unverified reset data.
 NY0361
 NY0361.The geoid height was determined by GEOID03.
 NY0361
 NY0361;                    North         East    Units  Estimated Accuracy
 NY0361;SPC OR S     -    60,580.    1,400,670.      MT  (+/- 180 meters Scaled)
 NY0361
 NY0361                          SUPERSEDED SURVEY CONTROL
 NY0361
 NY0361.No superseded survey control is available for this station.
 NY0361
 NY0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM070734(NAD 83)
 NY0361_MARKER: DB = BENCH MARK DISK
 NY0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NY0361_STAMPING: A 15 RESET 1967
 NY0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0361+STABILITY: SURFACE MOTION
 NY0361
 NY0361  HISTORY     - Date     Condition        Report By
 NY0361  HISTORY     - 1967     MONUMENTED       CGS
 NY0361  HISTORY     - 1970     GOOD             NGS
 NY0361
 NY0361                          STATION DESCRIPTION
 NY0361
 NY0361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NY0361'IN KLAMATH FALLS.
 NY0361'1.0 MILE WEST OF THE JUNCTION OF STATE HIGHWAYS 39, AND 140, 0.1 MILE
 NY0361'SOUTH OF THE JUNCTION OF PATTERSON STREET, AND STATE HIGHWAYS 39, AND
 NY0361'140, 117.5 FEET NORTH OF BENCH MARK A 15 RESET 1942, 53 FEET SOUTHWEST
 NY0361'OF THE SOUTHWEST CORNER OF HOUSE NO. 2459, 29 FEET EAST OF THE CENTER
 NY0361'OF PATTERSON STREET, 10 FEET SOUTH OF THE CENTER OF THE DRIVEWAY TO
 NY0361'HOUSE NO. 2459, 5 FEET EAST OF THE SOUTH END OF A CULVERT UNDER THE
 NY0361'DRIVEWAY TO HOUSE NO. 2459, AND 2 FEET WEST OF TELEPHONE POLE NO. 2499
 NY0361'SET IN A CYLINDRICAL CONCRETE MONUMENT THAT IS 6 INCHES IN DIAMETER,
 NY0361'AND IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0927 ***********************************************************************
 RA0927  DESIGNATION -  A 159
 RA0927  PID         -  RA0927
 RA0927  STATE/COUNTY-  OR/BAKER
 RA0927  USGS QUAD   -  HOMESTEAD (1990)
 RA0927
 RA0927                         *CURRENT SURVEY CONTROL
 RA0927  ___________________________________________________________________
 RA0927* NAD 83(2007)-  45 00 35.65770(N)    116 50 54.50123(W)     ADJUSTED  
 RA0927* NAVD 88     -       520.076  (meters)    1706.28   (feet)  ADJUSTED  
 RA0927  ___________________________________________________________________
 RA0927  X           -  -2,040,100.336 (meters)                     COMP
 RA0927  Y           -  -4,030,236.402 (meters)                     COMP
 RA0927  Z           -   4,488,483.248 (meters)                     COMP
 RA0927  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 RA0927  ELLIP HEIGHT-         504.161 (meters)          (02/29/08) ADJUSTED
 RA0927  GEOID HEIGHT-         -16.02  (meters)                     GEOID03
 RA0927  DYNAMIC HT  -         519.937 (meters)    1705.83  (feet)  COMP
 RA0927  MODELED GRAV-     980,337.2   (mgal)                       NAVD 88
 RA0927
 RA0927  HORZ ORDER  -  B
 RA0927  VERT ORDER  -  SECOND    CLASS 0
 RA0927  ELLP ORDER  -  FOURTH    CLASS I
 RA0927
 RA0927.The horizontal coordinates were established by GPS observations
 RA0927.and adjusted by the National Geodetic Survey in February 2008.
 RA0927
 RA0927.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 RA0927.See www.ngs.noaa.gov/NationalReadjustment for more information.
 RA0927
 RA0927.The orthometric height was determined by differential leveling
 RA0927.and adjusted in June 1991.
 RA0927
 RA0927.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RA0927
 RA0927.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA0927
 RA0927.The ellipsoidal height was determined by GPS observations
 RA0927.and is referenced to NAD 83.
 RA0927
 RA0927.The geoid height was determined by GEOID03.
 RA0927
 RA0927.The dynamic height is computed by dividing the NAVD 88
 RA0927.geopotential number by the normal gravity value computed on the
 RA0927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0927.degrees latitude (g = 980.6199 gals.).
 RA0927
 RA0927.The modeled gravity was interpolated from observed gravity values.
 RA0927
 RA0927;                    North         East     Units Scale Factor Converg.
 RA0927;SPC OR N     -   155,765.776 2,787,734.541   MT  0.99989841   +2 35 22.6
 RA0927;SPC OR N     -   511,042.57  9,146,110.70   iFT  0.99989841   +2 35 22.6
 RA0927;UTM  11      - 4,984,061.878   511,940.622   MT  0.99960175   +0 06 25.8
 RA0927
 RA0927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA0927!SPC OR N     -   0.99992096  x   0.99989841  =   0.99981938
 RA0927!UTM  11      -   0.99992096  x   0.99960175  =   0.99952274
 RA0927
 RA0927                          SUPERSEDED SURVEY CONTROL
 RA0927
 RA0927  NAVD 88 (02/29/08)  520.08   (m)         1706.3    (f) LEVELING    3  
 RA0927  NGVD 29 (??/??/92)  519.024  (m)         1702.83   (f) ADJ UNCH    2 0
 RA0927
 RA0927.Superseded values are not recommended for survey control.
 RA0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0927.See file dsdata.txt to determine how the superseded data were derived.
 RA0927
 RA0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK1194184062(NAD 83)
 RA0927_MARKER: DB = BENCH MARK DISK
 RA0927_SETTING: 80 = SET IN A BOULDER
 RA0927_SP_SET: BOULDER
 RA0927_STAMPING: A 159 1941
 RA0927_MARK LOGO: USE   
 RA0927_MAGNETIC: N = NO MAGNETIC MATERIAL
 RA0927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0927+STABILITY: SURFACE MOTION
 RA0927_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RA0927+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2007
 RA0927
 RA0927  HISTORY     - Date     Condition        Report By
 RA0927  HISTORY     - 1941     MONUMENTED       DOD
 RA0927  HISTORY     - 1946     GOOD             NGS
 RA0927  HISTORY     - 20070122 GOOD             JUBENG
 RA0927  HISTORY     - 20070514 GOOD             JUBENG
 RA0927
 RA0927                          STATION DESCRIPTION
 RA0927
 RA0927'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RA0927'1.55 MI S FROM HOMESTEAD.
 RA0927'ALONG THE HOMESTEAD-ROBINETTE ROAD, 1.55 MILES SOUTH OF THE POST
 RA0927'OFFICE AT HOMESTEAD, 0.1 MILE SOUTHEAST OF JUNCTION OF A ROAD LEADING
 RA0927'TO THE THORN FLAT MINE, 80.0 FEET NORTHWEST OF CENTER OF A SMALL DRY
 RA0927'WASH, 58.5 FEET SOUTHWEST OF CENTER OF THE ROAD, U.S. ARMY ENGINEERS
 RA0927'BRONZE DISK SET IN TOP OF A 3X6 FOOT EMBEDDED BOULDER, ABOUT 5 FEET
 RA0927'ABOVE THE ROAD AND 1 1/2 FEET ABOVE THE GROUND.
 RA0927
 RA0927                          STATION RECOVERY (2007)
 RA0927
 RA0927'RECOVERY NOTE BY JUB ENGINEERS INCORPORATED 2007 (TRR)
 RA0927'MARK IS LOCATED AT THE SOUTHERLY EDGE OF AN IMPROVED USFS CAMPING
 RA0927'AREA.
 RA0927'NAD 1983 N45 00 35.65745 W116 50 54.50130
 RA0927
 RA0927                          STATION RECOVERY (2007)
 RA0927
 RA0927'RECOVERY NOTE BY JUB ENGINEERS INCORPORATED 2007 (TRR)
 RA0927'LOCATED IN THE SOUTHERLY EDGE OF AN IMPROVED US FOREST SERVICE
 RA0927'CAMPGROUND ALONG WEST SIDE OF THE HOMESTEAD - COPPERFIELD ROAD.
 RA0927'MONUMENT IS SET IN THE TOP A 3 FT (0.9 M) X 6 FT (1.8 M) EMBEDDED
 RA0927'BOULDER PROJECTING 1.5 FT (0.5 M).
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0126 ***********************************************************************
 PC0126  DESIGNATION -  A 16 RESET
 PC0126  PID         -  PC0126
 PC0126  STATE/COUNTY-  OR/DOUGLAS
 PC0126  USGS QUAD   -  PUMICE DESERT WEST (1985)
 PC0126
 PC0126                         *CURRENT SURVEY CONTROL
 PC0126  ___________________________________________________________________
 PC0126* NAD 83(1986)-  43 05 26.     (N)    122 13 33.     (W)     SCALED    
 PC0126* NAVD 88     -      1584.88   (meters)    5199.7    (feet)  RESET     
 PC0126  ___________________________________________________________________
 PC0126  GEOID HEIGHT-         -21.85  (meters)                     GEOID03
 PC0126  VERT ORDER  -  THIRD
 PC0126
 PC0126.The horizontal coordinates were scaled from a topographic map and have
 PC0126.an estimated accuracy of +/- 6 seconds.
 PC0126
 PC0126.The orthometric height was computed from unverified reset data.
 PC0126
 PC0126.The geoid height was determined by GEOID03.
 PC0126
 PC0126;                    North         East    Units  Estimated Accuracy
 PC0126;SPC OR S     -   159,620.    1,359,510.      MT  (+/- 180 meters Scaled)
 PC0126
 PC0126                          SUPERSEDED SURVEY CONTROL
 PC0126
 PC0126.No superseded survey control is available for this station.
 PC0126
 PC0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN630711(NAD 83)
 PC0126_MARKER: DB = BENCH MARK DISK
 PC0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PC0126_STAMPING: A 16 BPR RESET 1969
 PC0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0126+STABILITY: SURFACE MOTION
 PC0126
 PC0126  HISTORY     - Date     Condition        Report By
 PC0126  HISTORY     - 1969     MONUMENTED       CGS
 PC0126  HISTORY     - 1969     GOOD             NGS
 PC0126  HISTORY     - 20030725 GOOD             USPSQD
 PC0126
 PC0126                          STATION DESCRIPTION
 PC0126
 PC0126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 PC0126'9.0 MI SW FROM DIAMOND LAKE.
 PC0126'REACHED FROM THE DIAMOND LAKE POST OFFICE GO SOUTHEAST FOR 0.2 MILE TO
 PC0126'STATE HIGHWAY 138, TURN RIGHT AND GO SOUTHEAST ON STATE HIGHWAY 138
 PC0126'FOR 1.2 MILES TO THE DIAMOND LAKE INFORMATION CENTER ON THE LEFT,
 PC0126'CONTINUE SOUTHEAST ON THE HIGHWAY FOR 2.2 MILES TO THE JUNCTION WITH
 PC0126'STATE HIGHWAY 230, TURN RIGHT AND GO SOUTHWEST, TOWARD MEDFORD, ON
 PC0126'STATE HIGHWAY 230 FOR 5.4 MILES TO THE BENCH MARK ON THE RIGHT, 0.35
 PC0126'MILE EAST OF MILE POST NO. 18, AT STATION 968, (PLUS OR MINUS), 93
 PC0126'FEET NORTH OF THE CENTER OF THE HIGHWAY, 1 FOOT WEST OF A METAL
 PC0126'WITNESS POST AND 6 FEET HIGHER THAN THE HIGHWAY SET IN A 10-INCH
 PC0126'SQUARE CONCRETE MONUMENT THAT PROJECTS 5 INCHES.
 PC0126
 PC0126                          STATION RECOVERY (2003)
 PC0126
 PC0126'RECOVERY NOTE BY US POWER SQUADRON 2003 (DH)
 PC0126'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0127 ***********************************************************************
 PC0127  DESIGNATION -  A 18
 PC0127  PID         -  PC0127
 PC0127  STATE/COUNTY-  OR/DOUGLAS
 PC0127  USGS QUAD   -  PUMICE DESERT WEST (1985)
 PC0127
 PC0127                         *CURRENT SURVEY CONTROL
 PC0127  ___________________________________________________________________
 PC0127* NAD 83(1986)-  43 05 31.     (N)    122 12 21.     (W)     SCALED    
 PC0127* NAVD 88     -      1645.530  (meters)    5398.71   (feet)  ADJUSTED  
 PC0127  ___________________________________________________________________
 PC0127  GEOID HEIGHT-         -21.79  (meters)                     GEOID03
 PC0127  DYNAMIC HT  -        1644.557 (meters)    5395.52  (feet)  COMP
 PC0127  MODELED GRAV-     979,970.3   (mgal)                       NAVD 88
 PC0127
 PC0127  VERT ORDER  -  SECOND    CLASS 0
 PC0127
 PC0127.The horizontal coordinates were scaled from a topographic map and have
 PC0127.an estimated accuracy of +/- 6 seconds.
 PC0127
 PC0127.The orthometric height was determined by differential leveling
 PC0127.and adjusted in June 1991.
 PC0127
 PC0127.The geoid height was determined by GEOID03.
 PC0127
 PC0127.The dynamic height is computed by dividing the NAVD 88
 PC0127.geopotential number by the normal gravity value computed on the
 PC0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0127.degrees latitude (g = 980.6199 gals.).
 PC0127
 PC0127.The modeled gravity was interpolated from observed gravity values.
 PC0127
 PC0127;                    North         East    Units  Estimated Accuracy
 PC0127;SPC OR S     -   159,740.    1,361,140.      MT  (+/- 180 meters Scaled)
 PC0127
 PC0127                          SUPERSEDED SURVEY CONTROL
 PC0127
 PC0127  NGVD 29 (??/??/92) 1644.179  (m)         5394.28   (f) ADJ UNCH    2 0
 PC0127
 PC0127.Superseded values are not recommended for survey control.
 PC0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0127.See file dsdata.txt to determine how the superseded data were derived.
 PC0127
 PC0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN646713(NAD 83)
 PC0127_MARKER: DD = SURVEY DISK
 PC0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PC0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0127+STABILITY: SURFACE MOTION
 PC0127
 PC0127  HISTORY     - Date     Condition        Report By
 PC0127  HISTORY     - UNK      MONUMENTED       BPR
 PC0127  HISTORY     - 1969     GOOD             NGS
 PC0127
 PC0127                          STATION DESCRIPTION
 PC0127
 PC0127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 PC0127'8.0 MI SW FROM DIAMOND LAKE.
 PC0127'REACHED FROM THE DIAMOND LAKE POST OFFICE GO SOUTHEAST FOR 0.2 MILE TO
 PC0127'STATE HIGHWAY 138, TURN RIGHT AND GO SOUTHEAST ON STATE HIGHWAY 138
 PC0127'FOR 1.2 MILES TO THE DIAMOND LAKE INFORMATION CENTER ON THE LEFT,
 PC0127'CONTINUE SOUTHEAST ON THE HIGHWAY FOR 2.2 MILES TO THE JUNCTION WITH
 PC0127'STATE HIGHWAY 230, TURN RIGHT AND GO SOUTHWEST, TOWARD MEDFORD, ON
 PC0127'STATE HIGHWAY 230 FOR 4.4 MILES TO THE BENCH MARK ON THE LEFT, 0.35
 PC0127'MILE NORTHEAST OF MILE POST NO. 19, AT STATION 1020+30, (PLUS OR
 PC0127'MINUS), 58 FEET SOUTHEST OF THE CENTER OF THE HIGHWAY, 0.5 FOOT
 PC0127'SOUTHWEST OF A METAL WITNESS POST, AND 2 FEET LOWER THAN THE HIGHWAY
 PC0127'SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0433 ***********************************************************************
 PA0433  DESIGNATION -  A 18
 PA0433  PID         -  PA0433
 PA0433  STATE/COUNTY-  OR/HARNEY
 PA0433  USGS QUAD   -  WAGONTIRE MTN EAST (1980)
 PA0433
 PA0433                         *CURRENT SURVEY CONTROL
 PA0433  ___________________________________________________________________
 PA0433* NAD 83(1986)-  43 18 50.     (N)    119 50 36.     (W)     SCALED    
 PA0433* NAVD 88     -      1510.967  (meters)    4957.23   (feet)  ADJUSTED  
 PA0433  ___________________________________________________________________
 PA0433  GEOID HEIGHT-         -19.66  (meters)                     GEOID03
 PA0433  DYNAMIC HT  -        1510.138 (meters)    4954.51  (feet)  COMP
 PA0433  MODELED GRAV-     980,017.8   (mgal)                       NAVD 88
 PA0433
 PA0433  VERT ORDER  -  FIRST     CLASS II
 PA0433
 PA0433.The horizontal coordinates were scaled from a topographic map and have
 PA0433.an estimated accuracy of +/- 6 seconds.
 PA0433
 PA0433.The orthometric height was determined by differential leveling
 PA0433.and adjusted in June 1991.
 PA0433
 PA0433.The geoid height was determined by GEOID03.
 PA0433
 PA0433.The dynamic height is computed by dividing the NAVD 88
 PA0433.geopotential number by the normal gravity value computed on the
 PA0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0433.degrees latitude (g = 980.6199 gals.).
 PA0433
 PA0433.The modeled gravity was interpolated from observed gravity values.
 PA0433
 PA0433;                    North         East    Units  Estimated Accuracy
 PA0433;SPC OR S     -   183,190.    1,553,270.      MT  (+/- 180 meters Scaled)
 PA0433
 PA0433                          SUPERSEDED SURVEY CONTROL
 PA0433
 PA0433  NGVD 29 (??/??/92) 1509.712  (m)         4953.11   (f) ADJ UNCH    1 2
 PA0433
 PA0433.Superseded values are not recommended for survey control.
 PA0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0433.See file dsdata.txt to determine how the superseded data were derived.
 PA0433
 PA0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKH694995(NAD 83)
 PA0433_MARKER: DB = BENCH MARK DISK
 PA0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PA0433_STAMPING: A 18 1920
 PA0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0433+STABILITY: SURFACE MOTION
 PA0433
 PA0433  HISTORY     - Date     Condition        Report By
 PA0433  HISTORY     - 1920     MONUMENTED       CGS
 PA0433  HISTORY     - 1976     GOOD             USGS
 PA0433
 PA0433                          STATION DESCRIPTION
 PA0433
 PA0433'DESCRIBED BY US GEOLOGICAL SURVEY 1976
 PA0433'5.7 MI NE FROM WAGONTIRE.
 PA0433'WAGONTIRE, 2.2 MILES NE OF ALONG U.S. HWY 395, THEN 3.5 MILES NORTH ON
 PA0433'BLADED ROAD, ABOUT 0.45 MILE NW OF THE SE CORNER OF SECTION
 PA0433'16/T26S/R24E, ABOUT 800 FEET SOUTH OF THE CORRAL AT BONEYARD SPRING,
 PA0433'AT THE TOP OF A SHORT STEEP GRADE, 61 FEET SE OF CENTERLINE ROAD, 15
 PA0433'FEET WEST OF A FENCE CORNER, 6 INCHES SOUTH OF A FENCE, A USC AND GS
 PA0433'TABLET SET IN THE TOP OF A CONCRET POST WHICH PROJECTS 0.4 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0692 ***********************************************************************
 RA0692  DESIGNATION -  A 193
 RA0692  PID         -  RA0692
 RA0692  STATE/COUNTY-  OR/WALLOWA
 RA0692  USGS QUAD   -  JOSEPH (1990)
 RA0692
 RA0692                         *CURRENT SURVEY CONTROL
 RA0692  ___________________________________________________________________
 RA0692* NAD 83(1986)-  45 21 17.     (N)    117 13 50.     (W)     SCALED    
 RA0692* NAVD 88     -      1273.431  (meters)    4177.91   (feet)  ADJUSTED  
 RA0692  ___________________________________________________________________
 RA0692  GEOID HEIGHT-         -15.87  (meters)                     GEOID03
 RA0692  DYNAMIC HT  -        1273.018 (meters)    4176.56  (feet)  COMP
 RA0692  MODELED GRAV-     980,247.6   (mgal)                       NAVD 88
 RA0692
 RA0692  VERT ORDER  -  SECOND    CLASS 0
 RA0692
 RA0692.The horizontal coordinates were scaled from a topographic map and have
 RA0692.an estimated accuracy of +/- 6 seconds.
 RA0692
 RA0692.The orthometric height was determined by differential leveling
 RA0692.and adjusted in June 1991.
 RA0692
 RA0692.The geoid height was determined by GEOID03.
 RA0692
 RA0692.The dynamic height is computed by dividing the NAVD 88
 RA0692.geopotential number by the normal gravity value computed on the
 RA0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0692.degrees latitude (g = 980.6199 gals.).
 RA0692
 RA0692.The modeled gravity was interpolated from observed gravity values.
 RA0692
 RA0692;                    North         East    Units  Estimated Accuracy
 RA0692;SPC OR N     -   192,760.    2,756,090.      MT  (+/- 180 meters Scaled)
 RA0692
 RA0692                          SUPERSEDED SURVEY CONTROL
 RA0692
 RA0692  NGVD 29 (??/??/92) 1272.183  (m)         4173.82   (f) ADJ UNCH    2 0
 RA0692
 RA0692.Superseded values are not recommended for survey control.
 RA0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0692.See file dsdata.txt to determine how the superseded data were derived.
 RA0692
 RA0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML819223(NAD 83)
 RA0692_MARKER: DD = SURVEY DISK
 RA0692_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RA0692_SP_SET: CULVERT
 RA0692_STAMPING: A 193 1940
 RA0692_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RA0692
 RA0692  HISTORY     - Date     Condition        Report By
 RA0692  HISTORY     - 1940     MONUMENTED       ORDT
 RA0692  HISTORY     - 1946     GOOD             NGS
 RA0692
 RA0692                          STATION DESCRIPTION
 RA0692
 RA0692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RA0692'0.25 MI NW FROM JOSEPH.
 RA0692'0.2 MILE NORTH ALONG STATE HIGHWAY NO.82 AND 0.05 MILE WEST ALONG
 RA0692'HURRICANE CREEK ROAD FROM THE POST OFFICE AT JOSEPH, AT EAST END OF
 RA0692'CULVERT OVER SMALL STREAM, 21.0 FEET NORTH OF CENTERLINE OF ROAD, SET
 RA0692'1.6 FOOT WEST OF EAST END OF NORTH HEAD-WALL OF CONCRETE CULVERT OVER
 RA0692'STREAM, 2.0 FEET ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1290 ***********************************************************************
 RD1290  DESIGNATION -  A 195
 RD1290  PID         -  RD1290
 RD1290  STATE/COUNTY-  OR/CLATSOP
 RD1290  USGS QUAD   -  ELSIE (1984)
 RD1290
 RD1290                         *CURRENT SURVEY CONTROL
 RD1290  ___________________________________________________________________
 RD1290* NAD 83(1986)-  45 52 26.     (N)    123 36 06.     (W)     SCALED    
 RD1290* NAVD 88     -       153.779  (meters)     504.52   (feet)  ADJUSTED  
 RD1290  ___________________________________________________________________
 RD1290  GEOID HEIGHT-         -21.35  (meters)                     GEOID03
 RD1290  DYNAMIC HT  -         153.793 (meters)     504.57  (feet)  COMP
 RD1290  MODELED GRAV-     980,699.6   (mgal)                       NAVD 88
 RD1290
 RD1290  VERT ORDER  -  SECOND    CLASS 0
 RD1290
 RD1290.The horizontal coordinates were scaled from a topographic map and have
 RD1290.an estimated accuracy of +/- 6 seconds.
 RD1290
 RD1290.The orthometric height was determined by differential leveling
 RD1290.and adjusted in June 1991.
 RD1290
 RD1290.The geoid height was determined by GEOID03.
 RD1290
 RD1290.The dynamic height is computed by dividing the NAVD 88
 RD1290.geopotential number by the normal gravity value computed on the
 RD1290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1290.degrees latitude (g = 980.6199 gals.).
 RD1290
 RD1290.The modeled gravity was interpolated from observed gravity values.
 RD1290
 RD1290;                    North         East    Units  Estimated Accuracy
 RD1290;SPC OR N     -   249,900.    2,259,260.      MT  (+/- 180 meters Scaled)
 RD1290
 RD1290                          SUPERSEDED SURVEY CONTROL
 RD1290
 RD1290  NGVD 29 (??/??/92)  152.710  (m)          501.02   (f) ADJ UNCH    2 0
 RD1290
 RD1290.Superseded values are not recommended for survey control.
 RD1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1290.See file dsdata.txt to determine how the superseded data were derived.
 RD1290
 RD1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR533802(NAD 83)
 RD1290_MARKER: DD = SURVEY DISK
 RD1290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD1290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD1290_STAMPING: 195 A 1941
 RD1290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD1290+STABILITY: SURFACE MOTION
 RD1290
 RD1290  HISTORY     - Date     Condition        Report By
 RD1290  HISTORY     - 1941     MONUMENTED       ORDT
 RD1290  HISTORY     - 1941     GOOD             NGS
 RD1290  HISTORY     - 1983     MARK NOT FOUND   USGS
 RD1290
 RD1290                          STATION DESCRIPTION
 RD1290
 RD1290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 RD1290'0.70 MI NW FROM ELSIE.
 RD1290'ABOUT .70 MILE NORTHWEST OF ELSIE, ALONG THE WOLF CREEK HIGHWAY, NEAR
 RD1290'THE SOUTH END OF A LONG TANGENT, 47 FEET WEST OF THE CENTER OF THE
 RD1290'HIGHWAY, 150 FEET NORTH OF A 42 INCH CONCRETE PIPE CULVER AN OSHD DISK
 RD1290'SET IN A CONCRETE POST.  WITNESS POST SET.
 RD1290
 RD1290                          STATION RECOVERY (1983)
 RD1290
 RD1290'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 RD1290'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0823 ***********************************************************************
 RD0823  DESIGNATION -  A 196
 RD0823  PID         -  RD0823
 RD0823  STATE/COUNTY-  OR/CLATSOP
 RD0823  USGS QUAD   -  SAGER CREEK (1979)
 RD0823
 RD0823                         *CURRENT SURVEY CONTROL
 RD0823  ___________________________________________________________________
 RD0823* NAD 83(1986)-  45 57 19.     (N)    123 25 59.     (W)     SCALED    
 RD0823* NAVD 88     -       148.290  (meters)     486.51   (feet)  ADJUSTED  
 RD0823  ___________________________________________________________________
 RD0823  GEOID HEIGHT-         -21.25  (meters)                     GEOID03
 RD0823  DYNAMIC HT  -         148.302 (meters)     486.55  (feet)  COMP
 RD0823  MODELED GRAV-     980,692.5   (mgal)                       NAVD 88
 RD0823
 RD0823  VERT ORDER  -  SECOND    CLASS 0
 RD0823
 RD0823.The horizontal coordinates were scaled from a topographic map and have
 RD0823.an estimated accuracy of +/- 6 seconds.
 RD0823
 RD0823.The orthometric height was determined by differential leveling
 RD0823.and adjusted in June 1991.
 RD0823
 RD0823.The geoid height was determined by GEOID03.
 RD0823
 RD0823.The dynamic height is computed by dividing the NAVD 88
 RD0823.geopotential number by the normal gravity value computed on the
 RD0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0823.degrees latitude (g = 980.6199 gals.).
 RD0823
 RD0823.The modeled gravity was interpolated from observed gravity values.
 RD0823
 RD0823;                    North         East    Units  Estimated Accuracy
 RD0823;SPC OR N     -   258,450.    2,272,670.      MT  (+/- 180 meters Scaled)
 RD0823
 RD0823                          SUPERSEDED SURVEY CONTROL
 RD0823
 RD0823  NGVD 29 (??/??/92)  147.209  (m)          482.97   (f) ADJ UNCH    2 0
 RD0823
 RD0823.Superseded values are not recommended for survey control.
 RD0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0823.See file dsdata.txt to determine how the superseded data were derived.
 RD0823
 RD0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR664891(NAD 83)
 RD0823_MARKER: DD = SURVEY DISK
 RD0823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0823_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0823_STAMPING: A 196 1941
 RD0823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0823+STABILITY: SURFACE MOTION
 RD0823
 RD0823  HISTORY     - Date     Condition        Report By
 RD0823  HISTORY     - 1941     MONUMENTED       ORDT
 RD0823  HISTORY     - 1941     GOOD             NGS
 RD0823  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 RD0823
 RD0823                          STATION DESCRIPTION
 RD0823
 RD0823'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 RD0823'4.9 MI NE FROM JEWELL.
 RD0823'ABOUT 4.9 MILES NORTHEAST OF JEWELL, ALONG THE NEHALEM HIGHWAY, 16
 RD0823'FEET NORTH OF CENTER OF HIGHWAY, 16 FEET WEST OF A FARM GATE.  AN OSHD
 RD0823'DISK SET IN A CONCRETE POST.  WITNESS POST SET BY MARK.
 RD0823
 RD0823                          STATION RECOVERY (1990)
 RD0823
 RD0823'RECOVERY NOTE BY US POWER SQUADRON 1990 (KRN)
 RD0823'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH0858 ***********************************************************************
 OH0858  DESIGNATION -  A 197
 OH0858  PID         -  OH0858
 OH0858  STATE/COUNTY-  OR/MALHEUR
 OH0858  USGS QUAD   -  NYSSA (1965)
 OH0858
 OH0858                         *CURRENT SURVEY CONTROL
 OH0858  ___________________________________________________________________
 OH0858* NAD 83(1986)-  43 52 37.     (N)    116 59 34.     (W)     SCALED    
 OH0858* NAVD 88     -       665.330  (meters)    2182.84   (feet)  ADJUSTED  
 OH0858  ___________________________________________________________________
 OH0858  GEOID HEIGHT-         -17.87  (meters)                     GEOID03
 OH0858  DYNAMIC HT  -         665.120 (meters)    2182.15  (feet)  COMP
 OH0858  MODELED GRAV-     980,282.9   (mgal)                       NAVD 88
 OH0858
 OH0858  VERT ORDER  -  FIRST     CLASS II
 OH0858
 OH0858.The horizontal coordinates were scaled from a topographic map and have
 OH0858.an estimated accuracy of +/- 6 seconds.
 OH0858
 OH0858.The orthometric height was determined by differential leveling
 OH0858.and adjusted in June 1991.
 OH0858
 OH0858.The geoid height was determined by GEOID03.
 OH0858
 OH0858.The dynamic height is computed by dividing the NAVD 88
 OH0858.geopotential number by the normal gravity value computed on the
 OH0858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0858.degrees latitude (g = 980.6199 gals.).
 OH0858
 OH0858.The modeled gravity was interpolated from observed gravity values.
 OH0858
 OH0858;                    North         East    Units  Estimated Accuracy
 OH0858;SPC OR S     -   251,430.    1,781,790.      MT  (+/- 180 meters Scaled)
 OH0858
 OH0858                          SUPERSEDED SURVEY CONTROL
 OH0858
 OH0858  NGVD 29 (??/??/92)  664.367  (m)         2179.68   (f) ADJ UNCH    1 2
 OH0858
 OH0858.Superseded values are not recommended for survey control.
 OH0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0858.See file dsdata.txt to determine how the superseded data were derived.
 OH0858
 OH0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ005582(NAD 83)
 OH0858_MARKER: DD = SURVEY DISK
 OH0858_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OH0858_SP_SET: CULVERT
 OH0858_STAMPING: A 197 1941
 OH0858_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH0858
 OH0858  HISTORY     - Date     Condition        Report By
 OH0858  HISTORY     - 1941     MONUMENTED       ORDT
 OH0858  HISTORY     - 1941     GOOD             NGS
 OH0858
 OH0858                          STATION DESCRIPTION
 OH0858
 OH0858'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 OH0858'IN NYSSA.
 OH0858'AT NYSSA, MALHEUR COUNTY, AT THE OREGON TRAIL WEST (U.S. 28) SUBWAY
 OH0858'UNDER THE UNION PACIFIC RAILROAD, 21 FEET WEST OF THE CENTER LINE OF
 OH0858'THE MAIN TRACK, AND IN THE BASE OF THE SOUTH RETAINING WALL.  AN
 OH0858'OREGON STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED A 197 1941.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0484 ***********************************************************************
 OA0484  DESIGNATION -  A 198
 OA0484  PID         -  OA0484
 OA0484  STATE/COUNTY-  OR/COOS
 OA0484  USGS QUAD   -  COOS BAY (1975)
 OA0484
 OA0484                         *CURRENT SURVEY CONTROL
 OA0484  ___________________________________________________________________
 OA0484* NAD 83(1986)-  43 21 19.     (N)    124 12 06.     (W)     SCALED    
 OA0484* NAVD 88     -        12.170  (meters)      39.93   (feet)  ADJUSTED  
 OA0484  ___________________________________________________________________
 OA0484  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 OA0484  DYNAMIC HT  -          12.168 (meters)      39.92  (feet)  COMP
 OA0484  MODELED GRAV-     980,483.1   (mgal)                       NAVD 88
 OA0484
 OA0484  VERT ORDER  -  FIRST     CLASS II
 OA0484
 OA0484.The horizontal coordinates were scaled from a topographic map and have
 OA0484.an estimated accuracy of +/- 6 seconds.
 OA0484
 OA0484.The orthometric height was determined by differential leveling
 OA0484.and adjusted in June 1991.
 OA0484.WARNING-Repeat measurements at this control monument indicate possible
 OA0484.vertical movement.
 OA0484
 OA0484.The geoid height was determined by GEOID03.
 OA0484
 OA0484.The dynamic height is computed by dividing the NAVD 88
 OA0484.geopotential number by the normal gravity value computed on the
 OA0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0484.degrees latitude (g = 980.6199 gals.).
 OA0484
 OA0484.The modeled gravity was interpolated from observed gravity values.
 OA0484
 OA0484;                    North         East    Units  Estimated Accuracy
 OA0484;SPC OR S     -   194,210.    1,200,040.      MT  (+/- 180 meters Scaled)
 OA0484
 OA0484                          SUPERSEDED SURVEY CONTROL
 OA0484
 OA0484  NGVD 29 (??/??/92)   11.082  (m)           36.36   (f) ADJ UNCH    1 2
 OA0484
 OA0484.Superseded values are not recommended for survey control.
 OA0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0484.See file dsdata.txt to determine how the superseded data were derived.
 OA0484
 OA0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP026009(NAD 83)
 OA0484_MARKER: DD = SURVEY DISK
 OA0484_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 OA0484_SP_SET: BRIDGE SIDEWALK
 OA0484_STAMPING: A 198 1941
 OA0484_MARK LOGO: ORHD  
 OA0484_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OA0484
 OA0484  HISTORY     - Date     Condition        Report By
 OA0484  HISTORY     - UNK      MONUMENTED       ORHD
 OA0484  HISTORY     - 1941     GOOD             NGS
 OA0484  HISTORY     - 1965     GOOD             NGS
 OA0484  HISTORY     - 1984     GOOD             USPSQD
 OA0484  HISTORY     - 1987     GOOD             NGS
 OA0484  HISTORY     - 1988     GOOD             USPSQD
 OA0484  HISTORY     - 19940629 GOOD             USPSQD
 OA0484  HISTORY     - 20011107 GOOD             USPSQD
 OA0484
 OA0484                          STATION DESCRIPTION
 OA0484
 OA0484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 OA0484'IN COOS BAY.
 OA0484'AT COOS BAY, COOS COUNTY, ABOUT 1.4 MILES SOUTH OF THE CITY HALL, AT
 OA0484'BUNKER HILL, ABOUT 0.1 MILE EAST OF THE OREGON COAST HIGHWAY (U.S.
 OA0484'101), AT THE SOUTHWEST CORNER OF THE CONCRETE VIADUCT OVER THE
 OA0484'SOUTHERN PACIFIC CO. RAILROAD, AND IN THE TOP OF THE CONCRETE WALK. AN
 OA0484'OREGON STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED A 198.
 OA0484
 OA0484                          STATION RECOVERY (1965)
 OA0484
 OA0484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 OA0484'RECOVERED IN GOOD CONDITION.
 OA0484
 OA0484                          STATION RECOVERY (1984)
 OA0484
 OA0484'RECOVERY NOTE BY US POWER SQUADRON 1984
 OA0484'RECOVERED IN GOOD CONDITION.
 OA0484
 OA0484                          STATION RECOVERY (1987)
 OA0484
 OA0484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 OA0484'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  ADD--5.5 M
 OA0484'(18.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 1.7 M (5.6 FT)
 OA0484'EAST OF THE WEST END OF THE SIDEWALK.  NOTE--THE DISK IS STAMPED AS
 OA0484'ABOVE.
 OA0484'THE MARK IS 0.2 M ABOVE THE HIGHWAY.
 OA0484
 OA0484                          STATION RECOVERY (1988)
 OA0484
 OA0484'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 OA0484'RECOVERED IN GOOD CONDITION.
 OA0484
 OA0484                          STATION RECOVERY (1994)
 OA0484
 OA0484'RECOVERY NOTE BY US POWER SQUADRON 1994
 OA0484'RECOVERED IN GOOD CONDITION.
 OA0484
 OA0484                          STATION RECOVERY (2001)
 OA0484
 OA0484'RECOVERY NOTE BY US POWER SQUADRON 2001 (AES)
 OA0484'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC0591 ***********************************************************************
 SC0591  DESIGNATION -  A 2
 SC0591  PID         -  SC0591
 SC0591  STATE/COUNTY-  OR/CLATSOP
 SC0591  USGS QUAD   -  WARRENTON (1996)
 SC0591
 SC0591                         *CURRENT SURVEY CONTROL
 SC0591  ___________________________________________________________________
 SC0591* NAD 83(1986)-  46 12 21.     (N)    123 57 08.     (W)     SCALED    
 SC0591* NAVD 88     -         3.882  (meters)      12.74   (feet)  ADJUSTED  
 SC0591  ___________________________________________________________________
 SC0591  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 SC0591  DYNAMIC HT  -           3.882 (meters)      12.74  (feet)  COMP
 SC0591  MODELED GRAV-     980,713.8   (mgal)                       NAVD 88
 SC0591
 SC0591  VERT ORDER  -  FIRST     CLASS II
 SC0591
 SC0591.The horizontal coordinates were scaled from a topographic map and have
 SC0591.an estimated accuracy of +/- 6 seconds.
 SC0591
 SC0591.The orthometric height was determined by differential leveling
 SC0591.and adjusted in June 1991.
 SC0591
 SC0591.The geoid height was determined by GEOID03.
 SC0591
 SC0591.The dynamic height is computed by dividing the NAVD 88
 SC0591.geopotential number by the normal gravity value computed on the
 SC0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0591.degrees latitude (g = 980.6199 gals.).
 SC0591
 SC0591.The modeled gravity was interpolated from observed gravity values.
 SC0591
 SC0591;                    North         East    Units  Estimated Accuracy
 SC0591;SPC OR N     -   287,870.    2,233,640.      MT  (+/- 180 meters Scaled)
 SC0591
 SC0591                          SUPERSEDED SURVEY CONTROL
 SC0591
 SC0591  NGVD 29 (??/??/92)    2.783  (m)            9.13   (f) ADJ UNCH    1 2
 SC0591
 SC0591.Superseded values are not recommended for survey control.
 SC0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0591.See file dsdata.txt to determine how the superseded data were derived.
 SC0591
 SC0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS265173(NAD 83)
 SC0591_MARKER: X = CHISELED CROSS
 SC0591_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SC0591_SP_SET: FOOTING
 SC0591_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC0591
 SC0591  HISTORY     - Date     Condition        Report By
 SC0591  HISTORY     - UNK      MONUMENTED       DOD
 SC0591  HISTORY     - 1966     MARK NOT FOUND   NGS
 SC0591  HISTORY     - 1987     MARK NOT FOUND   NGS
 SC0591
 SC0591                          STATION DESCRIPTION
 SC0591
 SC0591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 SC0591'IN FORT STEVENS.
 SC0591'AT FORT STEVENS, CLATSOP COUNTY, AT SEARCHLIGHT 8, ON THE TOP OF THE
 SC0591'CONCRETE FOOTING IN THE SECOND LINE OF FOOTINGS FROM THE NORTH SIDE,
 SC0591'AND 6 FEET NORTHWEST OF THE NORTHEAST CORNER FOOTING OF THE
 SC0591'SEARCHLIGHT.  A CHISELED CROSS.
 SC0591
 SC0591                          STATION RECOVERY (1987)
 SC0591
 SC0591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SC0591'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1309 ***********************************************************************
 QE1309  DESIGNATION -  A 2
 QE1309  PID         -  QE1309
 QE1309  STATE/COUNTY-  OR/LINCOLN
 QE1309  USGS QUAD   -  WALDPORT (1984)
 QE1309
 QE1309                         *CURRENT SURVEY CONTROL
 QE1309  ___________________________________________________________________
 QE1309* NAD 83(1986)-  44 25 43.     (N)    124 04 03.     (W)     SCALED    
 QE1309* NAVD 88     -         5.263  (meters)      17.27   (feet)  ADJUSTED  
 QE1309  ___________________________________________________________________
 QE1309  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 QE1309  DYNAMIC HT  -           5.263 (meters)      17.27  (feet)  COMP
 QE1309  MODELED GRAV-     980,577.7   (mgal)                       NAVD 88
 QE1309
 QE1309  VERT ORDER  -  FIRST     CLASS II
 QE1309
 QE1309.The horizontal coordinates were scaled from a topographic map and have
 QE1309.an estimated accuracy of +/- 6 seconds.
 QE1309
 QE1309.The orthometric height was determined by differential leveling
 QE1309.and adjusted in June 1991.
 QE1309.WARNING-Repeat measurements at this control monument indicate possible
 QE1309.vertical movement.
 QE1309
 QE1309.The geoid height was determined by GEOID03.
 QE1309
 QE1309.The dynamic height is computed by dividing the NAVD 88
 QE1309.geopotential number by the normal gravity value computed on the
 QE1309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1309.degrees latitude (g = 980.6199 gals.).
 QE1309
 QE1309.The modeled gravity was interpolated from observed gravity values.
 QE1309
 QE1309;                    North         East    Units  Estimated Accuracy
 QE1309;SPC OR N     -    90,940.    2,216,030.      MT  (+/- 180 meters Scaled)
 QE1309
 QE1309                          SUPERSEDED SURVEY CONTROL
 QE1309
 QE1309  NGVD 29 (??/??/92)    4.282  (m)           14.05   (f) ADJ UNCH    1 2
 QE1309
 QE1309.Superseded values are not recommended for survey control.
 QE1309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1309.See file dsdata.txt to determine how the superseded data were derived.
 QE1309
 QE1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ150200(NAD 83)
 QE1309_MARKER: DB = BENCH MARK DISK
 QE1309_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 QE1309+WITH SETTING: PAVEMENT
 QE1309_SP_SET: PLATFORM
 QE1309_STAMPING: A 2 1936 13.4
 QE1309_MARK LOGO: ORHD  
 QE1309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE1309+STABILITY: SURFACE MOTION
 QE1309_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QE1309+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2007
 QE1309
 QE1309  HISTORY     - Date     Condition        Report By
 QE1309  HISTORY     - 1936     MONUMENTED       CGS
 QE1309  HISTORY     - 1941     GOOD             NGS
 QE1309  HISTORY     - 1988     GOOD             NGS
 QE1309  HISTORY     - 1989     GOOD             USPSQD
 QE1309  HISTORY     - 20020303 MARK NOT FOUND   USPSQD
 QE1309  HISTORY     - 20070827 GOOD             GEOCAC
 QE1309
 QE1309                          STATION DESCRIPTION
 QE1309
 QE1309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QE1309'IN WALDPORT.
 QE1309'ALONG U. S. HIGHWAY 101, IN THE SOUTHWEST CORNER OF ALSEA BAY BRIDGE,
 QE1309'IN THE EXTREME NORTHWEST CORNER OF THE CONCRETE PLATFORM ON THE WEST
 QE1309'SIDE OF THE BRIDGE, NEAR THE WEST STEPS.
 QE1309
 QE1309                          STATION RECOVERY (1988)
 QE1309
 QE1309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QE1309'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  ADD--13.0 M
 QE1309'(42.7 FT) WEST OF THE CENTERLINE OF THE HIGHWAY.
 QE1309'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 QE1309
 QE1309                          STATION RECOVERY (1989)
 QE1309
 QE1309'RECOVERY NOTE BY US POWER SQUADRON 1989 (AES)
 QE1309'RECOVERED IN GOOD CONDITION.
 QE1309
 QE1309                          STATION RECOVERY (2002)
 QE1309
 QE1309'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 QE1309'BRIDGE HAS BEEN REPLACED
 QE1309
 QE1309                          STATION RECOVERY (2007)
 QE1309
 QE1309'RECOVERY NOTE BY GEOCACHING 2007 (ADS)
 QE1309'THE ORIGINAL ALSEA BAY BRIDGE HAS BEEN REMOVED AND REPLACED AS NOTED.
 QE1309'HOWEVER, THE STATION, THE EXTREME NORTHWEST CORNER OF THE CONCRETE
 QE1309'PLATFORM ON THE WEST AND THE WEST STEPS OF THE SOUTH END OF THE BRIDGE
 QE1309'WERE LEFT INTACT WITHOUT DISTURBANCE.
 QE1309'HND HLD COORDIANTES ARE 44.25.695N 124.04.055
 QE1309' 
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0436 ***********************************************************************
 PB0436  DESIGNATION -  A 2
 PB0436  PID         -  PB0436
 PB0436  STATE/COUNTY-  OR/DESCHUTES
 PB0436  USGS QUAD   -  MASTEN BUTTE (1981)
 PB0436
 PB0436                         *CURRENT SURVEY CONTROL
 PB0436  ___________________________________________________________________
 PB0436* NAD 83(1986)-  43 36 59.     (N)    121 35 17.     (W)     SCALED    
 PB0436* NAVD 88     -      1307.03   (+/-2cm)    4288.1    (feet)  VERTCON   
 PB0436  ___________________________________________________________________
 PB0436  GEOID HEIGHT-         -21.06  (meters)                     GEOID03
 PB0436  VERT ORDER  -  ? (See Below)
 PB0436
 PB0436.The horizontal coordinates were scaled from a topographic map and have
 PB0436.an estimated accuracy of +/- 6 seconds.
 PB0436
 PB0436.The NAVD 88 height was computed by applying the VERTCON shift value to
 PB0436.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PB0436.The vertical order pertains to the NGVD 29 superseded value.
 PB0436
 PB0436.The geoid height was determined by GEOID03.
 PB0436
 PB0436;                    North         East    Units  Estimated Accuracy
 PB0436;SPC OR S     -   217,150.    1,412,180.      MT  (+/- 180 meters Scaled)
 PB0436
 PB0436                          SUPERSEDED SURVEY CONTROL
 PB0436
 PB0436  NGVD 29 (??/??/92) 1305.772  (m)         4284.02   (f) ADJ UNCH    ?  
 PB0436
 PB0436.Superseded values are not recommended for survey control.
 PB0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0436.See file dsdata.txt to determine how the superseded data were derived.
 PB0436
 PB0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP139302(NAD 83)
 PB0436_MARKER: P = PIPE CAP
 PB0436_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PB0436_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PB0436_STAMPING: 4283.980 B B A2 1908
 PB0436_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PB0436
 PB0436  HISTORY     - Date     Condition        Report By
 PB0436  HISTORY     - 1908     MONUMENTED       USGS
 PB0436  HISTORY     - 1934     GOOD             NGS
 PB0436
 PB0436                          STATION DESCRIPTION
 PB0436
 PB0436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PB0436'7.4 MI SW FROM LAPINE.
 PB0436'5.9 MILES NORTH ALONG THE OLD RIVER ROAD FROM ITS INTERSECTION WITH
 PB0436'THE DALLES - CALIFORNIA HIGHWAY, AT MILEAGE 182.0, 7.4 MILES SOUTHWEST
 PB0436'FROM THE SCHOOL HOUSE AT LAPINE, DESCHUTES COUNTY, AT THE DESCHUTES -
 PB0436'KLAMATH COUNTY LINE, 12 FEET EAST OF THE ROAD, 115 FEET SOUTHEAST OF
 PB0436'THE FIRE ROAD TO DAVIS MOUNTAIN.  A UNITED STATES GEOLOGICAL SURVEY
 PB0436'STANDARD CAP STAMPED 4283.980 B B A2 1908 AND RIVETED TO A 3 1/2 INCH
 PB0436'IRON PIPE ENCASED IN CONCRETE AND PROJECTING 14 INCHES ABOVE THE
 PB0436'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0059 ***********************************************************************
 NZ0059  DESIGNATION -  A 2
 NZ0059  PID         -  NZ0059
 NZ0059  STATE/COUNTY-  OR/JACKSON
 NZ0059  USGS QUAD   -  UNION CREEK (1989)
 NZ0059
 NZ0059                         *CURRENT SURVEY CONTROL
 NZ0059  ___________________________________________________________________
 NZ0059* NAD 83(1986)-  42 55 41.     (N)    122 25 21.     (W)     SCALED    
 NZ0059* NAVD 88     -      1067.518  (meters)    3502.35   (feet)  ADJUSTED  
 NZ0059  ___________________________________________________________________
 NZ0059  GEOID HEIGHT-         -22.65  (meters)                     GEOID03
 NZ0059  DYNAMIC HT  -        1066.988 (meters)    3500.61  (feet)  COMP
 NZ0059  MODELED GRAV-     980,087.6   (mgal)                       NAVD 88
 NZ0059
 NZ0059  VERT ORDER  -  SECOND    CLASS 0
 NZ0059
 NZ0059.The horizontal coordinates were scaled from a topographic map and have
 NZ0059.an estimated accuracy of +/- 6 seconds.
 NZ0059
 NZ0059.The orthometric height was determined by differential leveling
 NZ0059.and adjusted in June 1991.
 NZ0059
 NZ0059.The geoid height was determined by GEOID03.
 NZ0059
 NZ0059.The dynamic height is computed by dividing the NAVD 88
 NZ0059.geopotential number by the normal gravity value computed on the
 NZ0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0059.degrees latitude (g = 980.6199 gals.).
 NZ0059
 NZ0059.The modeled gravity was interpolated from observed gravity values.
 NZ0059
 NZ0059;                    North         East    Units  Estimated Accuracy
 NZ0059;SPC OR S     -   141,920.    1,343,080.      MT  (+/- 180 meters Scaled)
 NZ0059
 NZ0059                          SUPERSEDED SURVEY CONTROL
 NZ0059
 NZ0059  NGVD 29 (??/??/92) 1066.290  (m)         3498.32   (f) ADJ UNCH    2 0
 NZ0059
 NZ0059.Superseded values are not recommended for survey control.
 NZ0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0059.See file dsdata.txt to determine how the superseded data were derived.
 NZ0059
 NZ0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN471529(NAD 83)
 NZ0059_MARKER: DD = SURVEY DISK
 NZ0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NZ0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0059+STABILITY: SURFACE MOTION
 NZ0059
 NZ0059  HISTORY     - Date     Condition        Report By
 NZ0059  HISTORY     - UNK      MONUMENTED       BPR
 NZ0059  HISTORY     - 1969     GOOD             NGS
 NZ0059
 NZ0059                          STATION DESCRIPTION
 NZ0059
 NZ0059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 NZ0059'2.0 MI NE FROM UNION CREEK.
 NZ0059'1.3 MILES NORTHEAST ALONG STATE HIGHWAY 62 FROM THE UNION CREEK RANGER
 NZ0059'STATION TO THE JUNCTION WITH STATE HIGHWAY 230, THENCE NORTH ALONG
 NZ0059'STATE HIGHWAY 230 FOR 0.7 MILE TO THE BENCH MARK ON THE RIGHT, 0.1
 NZ0059'MILE NORTH OF THE BRIDGE OVER CASTLE CREEK, 90 FEET NORTH OF THE
 NZ0059'JUNCTION OF DIRT ROADS NORTHEAST AND SOUTHEAST, 57 FEET EAST AND
 NZ0059'ACROSS THE HIGHWAY FROM BENCH A-1, 28 FEET EAST OF THE CENTER OF THE
 NZ0059'HIGHWAY AND 0.5 FOOT NORTH OF A METAL WITNESS POST SET IN A 12-INCH
 NZ0059'SQUARE CONCRETE MONUMENT THAT PROJECTS 1 INCH.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0141 ***********************************************************************
 PA0141  DESIGNATION -  A 20
 PA0141  PID         -  PA0141
 PA0141  STATE/COUNTY-  OR/HARNEY
 PA0141  USGS QUAD   -  DUNNEAN (1972)
 PA0141
 PA0141                         *CURRENT SURVEY CONTROL
 PA0141  ___________________________________________________________________
 PA0141* NAD 83(1986)-  43 25 50.     (N)    118 15 42.     (W)     SCALED    
 PA0141* NAVD 88     -      1052.974  (meters)    3454.63   (feet)  ADJUSTED  
 PA0141  ___________________________________________________________________
 PA0141  GEOID HEIGHT-         -18.44  (meters)                     GEOID03
 PA0141  DYNAMIC HT  -        1052.486 (meters)    3453.03  (feet)  COMP
 PA0141  MODELED GRAV-     980,120.9   (mgal)                       NAVD 88
 PA0141
 PA0141  VERT ORDER  -  FIRST     CLASS II
 PA0141
 PA0141.The horizontal coordinates were scaled from a topographic map and have
 PA0141.an estimated accuracy of +/- 6 seconds.
 PA0141
 PA0141.The orthometric height was determined by differential leveling
 PA0141.and adjusted in June 1991.
 PA0141
 PA0141.The geoid height was determined by GEOID03.
 PA0141
 PA0141.The dynamic height is computed by dividing the NAVD 88
 PA0141.geopotential number by the normal gravity value computed on the
 PA0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0141.degrees latitude (g = 980.6199 gals.).
 PA0141
 PA0141.The modeled gravity was interpolated from observed gravity values.
 PA0141
 PA0141;                    North         East    Units  Estimated Accuracy
 PA0141;SPC OR S     -   198,360.    1,681,200.      MT  (+/- 180 meters Scaled)
 PA0141
 PA0141                          SUPERSEDED SURVEY CONTROL
 PA0141
 PA0141  NGVD 29 (??/??/92) 1051.845  (m)         3450.93   (f) ADJ UNCH    1 2
 PA0141
 PA0141.Superseded values are not recommended for survey control.
 PA0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0141.See file dsdata.txt to determine how the superseded data were derived.
 PA0141
 PA0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ978094(NAD 83)
 PA0141_MARKER: DB = BENCH MARK DISK
 PA0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PA0141_STAMPING: A 20 1920
 PA0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0141+STABILITY: SURFACE MOTION
 PA0141
 PA0141  HISTORY     - Date     Condition        Report By
 PA0141  HISTORY     - 1920     MONUMENTED       CGS
 PA0141
 PA0141                          STATION DESCRIPTION
 PA0141
 PA0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1920
 PA0141'0.2 MI S FROM DUNNEAN.
 PA0141'0.2 MILE SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION SIGN
 PA0141'AT DUNNEAN, HARNEY COUNTY, AT MILEPOST 103, AND ON THE WEST SIDE OF
 PA0141'THE TRACK.  A STANDARD DISK, STAMPED A 20 1920 AND SET IN THE TOP OF A
 PA0141'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0131 ***********************************************************************
 PC0131  DESIGNATION -  A 20
 PC0131  PID         -  PC0131
 PC0131  STATE/COUNTY-  OR/DOUGLAS
 PC0131  USGS QUAD   -  PUMICE DESERT WEST (1985)
 PC0131
 PC0131                         *CURRENT SURVEY CONTROL
 PC0131  ___________________________________________________________________
 PC0131* NAD 83(1986)-  43 06 37.     (N)    122 10 36.     (W)     SCALED    
 PC0131* NAVD 88     -      1634.728  (meters)    5363.27   (feet)  ADJUSTED  
 PC0131  ___________________________________________________________________
 PC0131  GEOID HEIGHT-         -21.72  (meters)                     GEOID03
 PC0131  DYNAMIC HT  -        1633.764 (meters)    5360.11  (feet)  COMP
 PC0131  MODELED GRAV-     979,971.8   (mgal)                       NAVD 88
 PC0131
 PC0131  VERT ORDER  -  SECOND    CLASS 0
 PC0131
 PC0131.The horizontal coordinates were scaled from a topographic map and have
 PC0131.an estimated accuracy of +/- 6 seconds.
 PC0131
 PC0131.The orthometric height was determined by differential leveling
 PC0131.and adjusted in June 1991.
 PC0131
 PC0131.The geoid height was determined by GEOID03.
 PC0131
 PC0131.The dynamic height is computed by dividing the NAVD 88
 PC0131.geopotential number by the normal gravity value computed on the
 PC0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0131.degrees latitude (g = 980.6199 gals.).
 PC0131
 PC0131.The modeled gravity was interpolated from observed gravity values.
 PC0131
 PC0131;                    North         East    Units  Estimated Accuracy
 PC0131;SPC OR S     -   161,730.    1,363,550.      MT  (+/- 180 meters Scaled)
 PC0131
 PC0131                          SUPERSEDED SURVEY CONTROL
 PC0131
 PC0131  NGVD 29 (??/??/92) 1633.380  (m)         5358.85   (f) ADJ UNCH    2 0
 PC0131
 PC0131.Superseded values are not recommended for survey control.
 PC0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0131.See file dsdata.txt to determine how the superseded data were derived.
 PC0131
 PC0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN669733(NAD 83)
 PC0131_MARKER: DD = SURVEY DISK
 PC0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PC0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0131+STABILITY: SURFACE MOTION
 PC0131
 PC0131  HISTORY     - Date     Condition        Report By
 PC0131  HISTORY     - UNK      MONUMENTED       BPR
 PC0131  HISTORY     - 1969     GOOD             NGS
 PC0131  HISTORY     - 20030725 GOOD             USPSQD
 PC0131
 PC0131                          STATION DESCRIPTION
 PC0131
 PC0131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 PC0131'6.1 MI SW FROM DIAMOND LAKE.
 PC0131'REACHED FROM THE DIAMOND LAKE POST OFFICE GO SOUTHEAST FOR 0.2 MILE TO
 PC0131'STATE HIGHWAY 138, TURN RIGHT AND GO SOUTHEAST ON STATE HIGHWAY 138
 PC0131'FOR 1.2 MILES TO THE DIAMOND LAKE INFORMATION CENTER ON THE LEFT,
 PC0131'CONTINUE SOUTHEAST ON THE HIGHWAY FOR 2.2 MILES TO THE JUNCTION WITH
 PC0131'STATE HIGHWAY 230, TURN RIGHT AND GO SOUTHWEST, TOWARD MEDFORD, ON
 PC0131'STATE HIGHWAY 230 FOR 2.5 MILES TO THE BENCH MARK ON THE RIGHT, 0.3
 PC0131'MILE NORTHEAST OF MILE POST 23, AT STATION 1122, (PLUS OR MINUS), 125
 PC0131'FEET NORTH OF A CULVERT UNDER THE HIGHWAY, 77 FEET NORTHWEST OF THE
 PC0131'CENTER OF THE HIGHWAY, 0.5 FOOT WEST OF A METAL WITNESS POST, AND 3
 PC0131'FEET HIGHER THAN THE HIGHWAY SET IN A 12-INCH SQUARE CONCRETE MONUMENT
 PC0131'THAT PROJECTS 5 INCHES.
 PC0131
 PC0131                          STATION RECOVERY (2003)
 PC0131
 PC0131'RECOVERY NOTE BY US POWER SQUADRON 2003 (DH)
 PC0131'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC0192 ***********************************************************************
 SC0192  DESIGNATION -  A 201
 SC0192  PID         -  SC0192
 SC0192  STATE/COUNTY-  OR/COLUMBIA
 SC0192  USGS QUAD   -  RAINIER (1990)
 SC0192
 SC0192                         *CURRENT SURVEY CONTROL
 SC0192  ___________________________________________________________________
 SC0192* NAD 83(1986)-  46 05 37.     (N)    122 59 48.     (W)     SCALED    
 SC0192* NAVD 88     -       150.972  (meters)     495.31   (feet)  POSTED    
 SC0192  ___________________________________________________________________
 SC0192  GEOID HEIGHT-         -21.44  (meters)                     GEOID03
 SC0192  DYNAMIC HT  -         150.980 (meters)     495.34  (feet)  COMP
 SC0192  MODELED GRAV-     980,668.8   (mgal)                       NAVD 88
 SC0192
 SC0192  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 SC0192
 SC0192.The horizontal coordinates were scaled from a topographic map and have
 SC0192.an estimated accuracy of +/- 6 seconds.
 SC0192
 SC0192.The orthometric height was determined by differential leveling
 SC0192.and adjusted by the  in 1992.
 SC0192.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 SC0192.rate of 2.1 thru 3.0 mm/km.
 SC0192
 SC0192.The geoid height was determined by GEOID03.
 SC0192
 SC0192.The dynamic height is computed by dividing the NAVD 88
 SC0192.geopotential number by the normal gravity value computed on the
 SC0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0192.degrees latitude (g = 980.6199 gals.).
 SC0192
 SC0192.The modeled gravity was interpolated from observed gravity values.
 SC0192
 SC0192;                    North         East    Units  Estimated Accuracy
 SC0192;SPC OR N     -   272,680.    2,306,950.      MT  (+/- 180 meters Scaled)
 SC0192
 SC0192                          SUPERSEDED SURVEY CONTROL
 SC0192
 SC0192  NGVD 29 (??/??/92)  149.970  (m)          492.03   (f) ADJ UNCH    1 2
 SC0192
 SC0192.Superseded values are not recommended for survey control.
 SC0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0192.See file dsdata.txt to determine how the superseded data were derived.
 SC0192
 SC0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES002044(NAD 83)
 SC0192_MARKER: DD = SURVEY DISK
 SC0192_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 SC0192_SP_SET: HEADWALL
 SC0192_STAMPING: A 201 1934 492
 SC0192_MARK LOGO: ORHD  
 SC0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0192+STABILITY: SURFACE MOTION
 SC0192_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC0192+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2006
 SC0192
 SC0192  HISTORY     - Date     Condition        Report By
 SC0192  HISTORY     - 1934     MONUMENTED       ORHD
 SC0192  HISTORY     - 1941     GOOD             NGS
 SC0192  HISTORY     - 1987     GOOD             NGS
 SC0192  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 SC0192  HISTORY     - 20041019 GOOD             USPSQD
 SC0192  HISTORY     - 20060207 GOOD             USPSQD
 SC0192
 SC0192                          STATION DESCRIPTION
 SC0192
 SC0192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 SC0192'4.2 MI W FROM RAINIER.
 SC0192'ALONG COLUMBIA RIVER HIGHWAY (U. S. 30), AT HUDSON, 16 FEET NORTHWEST
 SC0192'OF THE CENTER OF THE HIGHWAY, TOP OF NORTHWEST PARAPET OF CONCRETE
 SC0192'CULVERT 51.58.
 SC0192
 SC0192                          STATION RECOVERY (1987)
 SC0192
 SC0192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SC0192'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  6.0 KM
 SC0192'(3.75 MI) WESTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF STATE
 SC0192'HIGHWAY 433 AT THE WEST EDGE OF RAINIER, THENCE 4.1 KM (2.55 MI)
 SC0192'SOUTHEASTERLY ALONG OLD RAINIER ROAD, IN THE NORTHEAST END OF THE
 SC0192'NORTHWEST CONCRETE HEADWALL OF A 6 BY 12 FOOT CULVERT, 37.0 M (121.4
 SC0192'FT) SOUTHWEST OF THE CENTERLINE OF LARSON ROAD, 3.8 M (12.5 FT)
 SC0192'NORTHWEST OF THE CENTERLINE OF THE ROAD, AND 0.3 M (1.0 FT) SOUTHWEST
 SC0192'OF THE NORTHEAST END OF THE HEADWALL.  NOTE--NOT LEVELED TO THIS
 SC0192'SURVEY.
 SC0192'THE MARK IS 0.1 M ABOVE THE ROAD.
 SC0192
 SC0192                          STATION RECOVERY (1989)
 SC0192
 SC0192'RECOVERY NOTE BY US POWER SQUADRON 1989 (RCC)
 SC0192'MARK NOT FOUND.
 SC0192
 SC0192                          STATION RECOVERY (2004)
 SC0192
 SC0192'RECOVERY NOTE BY US POWER SQUADRON 2004 (SO)
 SC0192'RECOVERED IN GOOD CONDITION.
 SC0192
 SC0192                          STATION RECOVERY (2006)
 SC0192
 SC0192'RECOVERY NOTE BY US POWER SQUADRON 2006
 SC0192'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3953 ***********************************************************************
 RD3953  DESIGNATION -  A 204
 RD3953  PID         -  RD3953
 RD3953  STATE/COUNTY-  OR/COLUMBIA
 RD3953  USGS QUAD   -  ST HELENS (1990)
 RD3953
 RD3953                         *CURRENT SURVEY CONTROL
 RD3953  ___________________________________________________________________
 RD3953* NAD 83(1991)-  45 51 27.33732(N)    122 49 39.35517(W)     ADJUSTED  
 RD3953* NAVD 88     -        34.87   (+/-2cm)     114.4    (feet)  VERTCON   
 RD3953  ___________________________________________________________________
 RD3953  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 RD3953  GEOID HEIGHT-         -22.31  (meters)                     GEOID03
 RD3953  HORZ ORDER  -  THIRD
 RD3953  VERT ORDER  -  THIRD ? (See Below)
 RD3953
 RD3953.The horizontal coordinates were established by classical geodetic methods
 RD3953.and adjusted by the National Geodetic Survey in October 1991.
 RD3953
 RD3953.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD3953.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD3953.The vertical order pertains to the NGVD 29 superseded value.
 RD3953
 RD3953.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3953
 RD3953.The geoid height was determined by GEOID03.
 RD3953
 RD3953;                    North         East     Units Scale Factor Converg.
 RD3953;SPC OR N     -   246,070.218 2,319,265.521   MT  0.99996691   -1 39 02.5
 RD3953;SPC OR N     -   807,316.99  7,609,138.85   iFT  0.99996691   -1 39 02.5
 RD3953;SPC WA S     -    60,938.844   319,261.747   MT  0.99999459   -1 41 26.7
 RD3953;SPC WA S     -   199,930.19  1,047,444.58   sFT  0.99999459   -1 41 26.7
 RD3953;UTM  10      - 5,078,239.823   513,383.640   MT  0.99960220   +0 07 25.4
 RD3953
 RD3953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3953!SPC OR N     -   0.99999803  x   0.99996691  =   0.99996494
 RD3953!SPC WA S     -   0.99999803  x   0.99999459  =   0.99999262
 RD3953!UTM  10      -   0.99999803  x   0.99960220  =   0.99960023
 RD3953
 RD3953                          SUPERSEDED SURVEY CONTROL
 RD3953
 RD3953  NAD 83(1986)-  45 51 27.35652(N)    122 49 39.35356(W) AD(       ) 3
 RD3953  NAD 27      -  45 51 27.93200(N)    122 49 34.99800(W) AD(       ) 3
 RD3953  NGVD 29 (07/19/86)   33.86   (m)          111.1    (f) LEVELING    3  
 RD3953
 RD3953.Superseded values are not recommended for survey control.
 RD3953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3953.See file dsdata.txt to determine how the superseded data were derived.
 RD3953
 RD3953_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1338478240(NAD 83)
 RD3953_MARKER: Z = SEE DESCRIPTION
 RD3953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD3953_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD3953+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2005
 RD3953
 RD3953  HISTORY     - Date     Condition        Report By
 RD3953  HISTORY     - 1946     MONUMENTED       CGS
 RD3953  HISTORY     - 1952     SEE DESCRIPTION  CGS
 RD3953  HISTORY     - 1981     GOOD             NGS
 RD3953  HISTORY     - 20040322 GOOD             USPSQD
 RD3953  HISTORY     - 20050807 GOOD             USPSQD
 RD3953
 RD3953                          STATION DESCRIPTION
 RD3953
 RD3953'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAE)
 RD3953'THIS STATION IS LOCATED ABOUT 0.3 MILE W OF THE INTERSECTION OF
 RD3953'COLUMBIA RIVER HIGHWAY AND S. VERNONIA ROAD (PITTSBURG-ST. HELENS
 RD3953'ROAD), AT THE SW CORNER OF THE INTERSECTION OF THE S. VERNONIA AND
 RD3953'BACHELOR FLATS ROADS, AND 30 FEET SE OF THE CENTER OF THE
 RD3953'INTERSECTION.
 RD3953'
 RD3953'THE STATION IS A STANDARD U.S.C. AND G.S. BENCH MARK DISK, SET
 RD3953'IN A 10-INCH SQUARE CONCRETE POST, WHICH PROJECTS 8 INCHES ABOVE
 RD3953'THE GROUND.  THE DISK IS STAMPED 111 A 204 1934.
 RD3953'
 RD3953'THE S SPIRE OF THE MCBRIDE SCHOOL TOWER WAS OBSERVED TO
 RD3953'ESTABLISH AN AZIMUTH.  THE SCHOOL IS LOCATED ABOUT 0.2 MILE SE OF
 RD3953'THE STATION.
 RD3953
 RD3953                          STATION RECOVERY (1952)
 RD3953
 RD3953'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (GEB)
 RD3953'STATION WAS RECOVERED AS DESCRIBED AND THE MARK WAS IN GOOD
 RD3953'CONDITION.
 RD3953
 RD3953                          STATION RECOVERY (1981)
 RD3953
 RD3953'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 RD3953'THE STATION WAS RECOVERED IN GOOD CONDITION.  IT IS LOCATED IN ST
 RD3953'HELENS 13.3 METERS SOUTH OF THE INTERSECTION OF VERONIA ROAD AND
 RD3953'BACHELOR FLAT RD.
 RD3953'
 RD3953'THE STATION IS A STANDARD BENCH MARK DISK STAMPED---111 A 204
 RD3953'1934---SET INTO A SQUARE CONCRETE MONUMENT THAT THE SIDEWALK WAS BUILT
 RD3953'AROUND.  IT IS 12.0 METERS WEST OF A FIREPLUG, 11.3 METERS SE OF
 RD3953'BACHELOR FLAT RD, 2.0 METERS SW OF THE CENTERLINE OF VERONIA RD AND
 RD3953'1.71 METERS EAST OF A STOP SIGN.
 RD3953
 RD3953                          STATION RECOVERY (2004)
 RD3953
 RD3953'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 RD3953'BACHELOR FLAT ROAD IS NOW NAMED COLUMBIA BLVD.  MARKER IS NOW LOCATED
 RD3953'IN A SIDE WALK AND CONTINUES TO BE LOCATED 1.7M EAST OF A STOP SIGN.
 RD3953
 RD3953                          STATION RECOVERY (2005)
 RD3953
 RD3953'RECOVERY NOTE BY US POWER SQUADRON 2005 (PS)
 RD3953'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0807 ***********************************************************************
 RD0807  DESIGNATION -  A 205
 RD0807  PID         -  RD0807
 RD0807  STATE/COUNTY-  OR/COLUMBIA
 RD0807  USGS QUAD   -  PITTSBURG (1979)
 RD0807
 RD0807                         *CURRENT SURVEY CONTROL
 RD0807  ___________________________________________________________________
 RD0807* NAD 83(1986)-  45 54 04.     (N)    123 08 40.     (W)     SCALED    
 RD0807* NAVD 88     -       179.591  (meters)     589.21   (feet)  ADJUSTED  
 RD0807  ___________________________________________________________________
 RD0807  GEOID HEIGHT-         -21.58  (meters)                     GEOID03
 RD0807  DYNAMIC HT  -         179.596 (meters)     589.22  (feet)  COMP
 RD0807  MODELED GRAV-     980,641.8   (mgal)                       NAVD 88
 RD0807
 RD0807  VERT ORDER  -  SECOND    CLASS 0
 RD0807
 RD0807.The horizontal coordinates were scaled from a topographic map and have
 RD0807.an estimated accuracy of +/- 6 seconds.
 RD0807
 RD0807.The orthometric height was determined by differential leveling
 RD0807.and adjusted in June 1991.
 RD0807
 RD0807.The geoid height was determined by GEOID03.
 RD0807
 RD0807.The dynamic height is computed by dividing the NAVD 88
 RD0807.geopotential number by the normal gravity value computed on the
 RD0807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0807.degrees latitude (g = 980.6199 gals.).
 RD0807
 RD0807.The modeled gravity was interpolated from observed gravity values.
 RD0807
 RD0807;                    North         East    Units  Estimated Accuracy
 RD0807;SPC OR N     -   251,660.    2,294,830.      MT  (+/- 180 meters Scaled)
 RD0807
 RD0807                          SUPERSEDED SURVEY CONTROL
 RD0807
 RD0807  NGVD 29 (??/??/92)  178.497  (m)          585.62   (f) ADJ UNCH    2 0
 RD0807
 RD0807.Superseded values are not recommended for survey control.
 RD0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0807.See file dsdata.txt to determine how the superseded data were derived.
 RD0807
 RD0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR887830(NAD 83)
 RD0807_MARKER: DD = SURVEY DISK
 RD0807_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RD0807_SP_SET: BRIDGE
 RD0807_STAMPING: 585 A 205 1934
 RD0807_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RD0807
 RD0807  HISTORY     - Date     Condition        Report By
 RD0807  HISTORY     - 1934     MONUMENTED       ORGS
 RD0807  HISTORY     - 1961     GOOD             NGS
 RD0807  HISTORY     - 1989     GOOD             USPSQD
 RD0807  HISTORY     - 1989     GOOD             USPSQD
 RD0807
 RD0807                          STATION DESCRIPTION
 RD0807
 RD0807'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RD0807'IN PITTSBURG.
 RD0807'AT THE NORTH EAST PART OF THE TOWN OF PITTSBURG, SET IN THE TOP OF THE
 RD0807'CURB, AT THE NORTHEAST CORNER OF THE CONCRETE BRIDGE OVER EAST FORK
 RD0807'NEHALEM RIVER, AND ABOUT 1 FOOT HIGHER THAN THE DECK OF THE BRIDGE.
 RD0807
 RD0807                          STATION RECOVERY (1989)
 RD0807
 RD0807'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RD0807'RECOVERED IN GOOD CONDITION.
 RD0807
 RD0807                          STATION RECOVERY (1989)
 RD0807
 RD0807'RECOVERY NOTE BY US POWER SQUADRON 1989 (GAN)
 RD0807'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0078 ***********************************************************************
 RD0078  DESIGNATION -  A 208
 RD0078  PID         -  RD0078
 RD0078  STATE/COUNTY-  OR/MULTNOMAH
 RD0078  USGS QUAD   -  WASHOUGAL (1994)
 RD0078
 RD0078                         *CURRENT SURVEY CONTROL
 RD0078  ___________________________________________________________________
 RD0078* NAD 83(1986)-  45 32 27.     (N)    122 15 53.     (W)     SCALED    
 RD0078* NAVD 88     -        14.304  (meters)      46.93   (feet)  ADJUSTED  
 RD0078  ___________________________________________________________________
 RD0078  GEOID HEIGHT-         -22.42  (meters)                     GEOID03
 RD0078  DYNAMIC HT  -          14.304 (meters)      46.93  (feet)  COMP
 RD0078  MODELED GRAV-     980,598.4   (mgal)                       NAVD 88
 RD0078
 RD0078  VERT ORDER  -  FIRST     CLASS II
 RD0078
 RD0078.The horizontal coordinates were scaled from a topographic map and have
 RD0078.an estimated accuracy of +/- 6 seconds.
 RD0078
 RD0078.The orthometric height was determined by differential leveling
 RD0078.and adjusted in June 1991.
 RD0078.WARNING-Repeat measurements at this control monument indicate possible
 RD0078.vertical movement.
 RD0078
 RD0078.The geoid height was determined by GEOID03.
 RD0078
 RD0078.The dynamic height is computed by dividing the NAVD 88
 RD0078.geopotential number by the normal gravity value computed on the
 RD0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0078.degrees latitude (g = 980.6199 gals.).
 RD0078
 RD0078.The modeled gravity was interpolated from observed gravity values.
 RD0078
 RD0078;                    North         East    Units  Estimated Accuracy
 RD0078;SPC OR N     -   209,770.    2,362,200.      MT  (+/- 180 meters Scaled)
 RD0078
 RD0078                          SUPERSEDED SURVEY CONTROL
 RD0078
 RD0078  NGVD 29 (??/??/92)   13.279  (m)           43.57   (f) ADJ UNCH    1 2
 RD0078
 RD0078.Superseded values are not recommended for survey control.
 RD0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0078.See file dsdata.txt to determine how the superseded data were derived.
 RD0078
 RD0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER574432(NAD 83)
 RD0078_MARKER: DD = SURVEY DISK
 RD0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0078_STAMPING: A 208 1935 43.01 43.41
 RD0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0078+STABILITY: SURFACE MOTION
 RD0078
 RD0078  HISTORY     - Date     Condition        Report By
 RD0078  HISTORY     - 1935     MONUMENTED       ORDT
 RD0078  HISTORY     - 1957     GOOD             NGS
 RD0078  HISTORY     - 1987     MARK NOT FOUND   NGS
 RD0078
 RD0078                          STATION DESCRIPTION
 RD0078
 RD0078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 RD0078'1.4 MI E FROM CORBETT.
 RD0078'1.4 MILES EAST ALONG U.S HIGHWAY 30 FROM THE UNION PACIFIC RAILROAD
 RD0078'STATION SIGN AT CORBETT, IN T 1 N - R 4 E, ALONG THE RAILROAD, 0.5
 RD0078'MILE EAST OF THE EAST END OF RAILROAD TUNNEL 1, ABOUT 240 FEET SOUTH
 RD0078'OF THE SOUTH LANES OF THE HIGHWAY 33.5 FEET NORTH OF THE NORTH RAIL,
 RD0078'17 1/2 FEET EAST OF THE WEST END OF A FILL FOR THE RAILROAD, 10 FEET
 RD0078'SOUTHWEST OF A TELEGRAPH POLE WITH TWO GUY WIRES, AND SET IN THE TOP
 RD0078'OF A CONCRETE POST FLUSH WITH THE GROUND.
 RD0078
 RD0078                          STATION RECOVERY (1987)
 RD0078
 RD0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD0078'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0132 ***********************************************************************
 PC0132  DESIGNATION -  A 21
 PC0132  PID         -  PC0132
 PC0132  STATE/COUNTY-  OR/DOUGLAS
 PC0132  USGS QUAD   -  PUMICE DESERT WEST (1985)
 PC0132
 PC0132                         *CURRENT SURVEY CONTROL
 PC0132  ___________________________________________________________________
 PC0132* NAD 83(1986)-  43 07 06.     (N)    122 09 40.     (W)     SCALED    
 PC0132* NAVD 88     -      1597.455  (meters)    5240.98   (feet)  ADJUSTED  
 PC0132  ___________________________________________________________________
 PC0132  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 PC0132  DYNAMIC HT  -        1596.520 (meters)    5237.92  (feet)  COMP
 PC0132  MODELED GRAV-     979,978.1   (mgal)                       NAVD 88
 PC0132
 PC0132  VERT ORDER  -  SECOND    CLASS 0
 PC0132
 PC0132.The horizontal coordinates were scaled from a topographic map and have
 PC0132.an estimated accuracy of +/- 6 seconds.
 PC0132
 PC0132.The orthometric height was determined by differential leveling
 PC0132.and adjusted in June 1991.
 PC0132
 PC0132.The geoid height was determined by GEOID03.
 PC0132
 PC0132.The dynamic height is computed by dividing the NAVD 88
 PC0132.geopotential number by the normal gravity value computed on the
 PC0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0132.degrees latitude (g = 980.6199 gals.).
 PC0132
 PC0132.The modeled gravity was interpolated from observed gravity values.
 PC0132
 PC0132;                    North         East    Units  Estimated Accuracy
 PC0132;SPC OR S     -   162,600.    1,364,840.      MT  (+/- 180 meters Scaled)
 PC0132
 PC0132                          SUPERSEDED SURVEY CONTROL
 PC0132
 PC0132  NGVD 29 (??/??/92) 1596.116  (m)         5236.59   (f) ADJ UNCH    2 0
 PC0132
 PC0132.Superseded values are not recommended for survey control.
 PC0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0132.See file dsdata.txt to determine how the superseded data were derived.
 PC0132
 PC0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN682742(NAD 83)
 PC0132_MARKER: DD = SURVEY DISK
 PC0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PC0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0132+STABILITY: SURFACE MOTION
 PC0132
 PC0132  HISTORY     - Date     Condition        Report By
 PC0132  HISTORY     - UNK      MONUMENTED       BPR
 PC0132  HISTORY     - 1969     GOOD             NGS
 PC0132  HISTORY     - 20030725 GOOD             USPSQD
 PC0132
 PC0132                          STATION DESCRIPTION
 PC0132
 PC0132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 PC0132'5.2 MI SW FROM DIAMOND LAKE.
 PC0132'REACHED FROM THE DIAMOND LAKE POST OFFICE GO SOUTHEAST FOR 0.2 MILE TO
 PC0132'STATE HIGHWAY 138, TURN RIGHT AND GO SOUTHEAST ON STATE HIGHWAY 138
 PC0132'FOR 1.2 MILES TO THE DIAMOND LAKE INFORMATION CENTER ON THE LEFT,
 PC0132'CONTINUE SOUTHEAST ON THE HIGHWAY FOR 2.2 MILES TO THE JUNCTION WITH
 PC0132'STATE HIGHWAY 230, TURN RIGHT AND GO SOUTHWEST, TOWARD MEDFORD, ON
 PC0132'STATE HIGHWAY 230 FOR 1.6 MILES TO THE BENCH MARK ON THE RIGHT IN A
 PC0132'TRIANGLE FORMED BY STATE HIGHWAY 230 AND AN OLD ABANDONED ROAD
 PC0132'NORTHEAST, 100 FEET NORTHWEST OF THE CENTER OF THE HIGHWAY, 61 FEET
 PC0132'SOUTHEAST OF THE CENTER OF THE OLD ROAD, AND 1 FOOT SOUTHWEST OF A
 PC0132'METAL WITNESS POST SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT
 PC0132'PROJECTS 6 INCHES.
 PC0132
 PC0132                          STATION RECOVERY (2003)
 PC0132
 PC0132'RECOVERY NOTE BY US POWER SQUADRON 2003 (DH)
 PC0132'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH0813 ***********************************************************************
 OH0813  DESIGNATION -  A 21
 OH0813  PID         -  OH0813
 OH0813  STATE/COUNTY-  OR/MALHEUR
 OH0813  USGS QUAD   -  VINES HILL (1967)
 OH0813
 OH0813                         *CURRENT SURVEY CONTROL
 OH0813  ___________________________________________________________________
 OH0813* NAD 83(1986)-  43 56 17.     (N)    117 29 05.     (W)     SCALED    
 OH0813* NAVD 88     -       730.195  (meters)    2395.65   (feet)  POSTED    
 OH0813  ___________________________________________________________________
 OH0813  GEOID HEIGHT-         -18.00  (meters)                     GEOID03
 OH0813  DYNAMIC HT  -         729.950 (meters)    2394.84  (feet)  COMP
 OH0813  MODELED GRAV-     980,258.6   (mgal)                       NAVD 88
 OH0813
 OH0813  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OH0813
 OH0813.The horizontal coordinates were scaled from a topographic map and have
 OH0813.an estimated accuracy of +/- 6 seconds.
 OH0813
 OH0813.The orthometric height was determined by differential leveling
 OH0813.and adjusted by the  in 1992.
 OH0813.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OH0813.rate of 0.0 thru 1.0 mm/km.
 OH0813
 OH0813.The geoid height was determined by GEOID03.
 OH0813
 OH0813.The dynamic height is computed by dividing the NAVD 88
 OH0813.geopotential number by the normal gravity value computed on the
 OH0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0813.degrees latitude (g = 980.6199 gals.).
 OH0813
 OH0813.The modeled gravity was interpolated from observed gravity values.
 OH0813
 OH0813;                    North         East    Units  Estimated Accuracy
 OH0813;SPC OR S     -   256,680.    1,742,040.      MT  (+/- 180 meters Scaled)
 OH0813
 OH0813                          SUPERSEDED SURVEY CONTROL
 OH0813
 OH0813  NGVD 29 (??/??/92)  729.172  (m)         2392.29   (f) ADJ UNCH    1 2
 OH0813
 OH0813.Superseded values are not recommended for survey control.
 OH0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0813.See file dsdata.txt to determine how the superseded data were derived.
 OH0813
 OH0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ610651(NAD 83)
 OH0813_MARKER: P = PIPE CAP
 OH0813_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OH0813_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OH0813_STAMPING: 2384 H 1903
 OH0813_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH0813
 OH0813  HISTORY     - Date     Condition        Report By
 OH0813  HISTORY     - 1903     MONUMENTED       USGS
 OH0813  HISTORY     - 1920     GOOD             NGS
 OH0813
 OH0813                          STATION DESCRIPTION
 OH0813
 OH0813'DESCRIBED BY NATIONAL GEODETIC SURVEY 1920
 OH0813'4.5 MI NE FROM LITTLE VALLEY.
 OH0813'4.5 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM LITTLE
 OH0813'VALLEY, MALHEUR COUNTY, 10 FEET NORTH OF THE RAILROAD BED, AND IN A
 OH0813'BORROW PIT.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 OH0813'2384 H 1903 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0510 ***********************************************************************
 QE0510  DESIGNATION -  A 214
 QE0510  PID         -  QE0510
 QE0510  STATE/COUNTY-  OR/POLK
 QE0510  USGS QUAD   -  RICKREALL (1976)
 QE0510
 QE0510                         *CURRENT SURVEY CONTROL
 QE0510  ___________________________________________________________________
 QE0510* NAD 83(1986)-  44 55 41.     (N)    123 13 43.     (W)     SCALED    
 QE0510* NAVD 88     -        65.398  (meters)     214.56   (feet)  ADJUSTED  
 QE0510  ___________________________________________________________________
 QE0510  GEOID HEIGHT-         -22.36  (meters)                     GEOID03
 QE0510  DYNAMIC HT  -          65.396 (meters)     214.55  (feet)  COMP
 QE0510  MODELED GRAV-     980,591.4   (mgal)                       NAVD 88
 QE0510
 QE0510  VERT ORDER  -  FIRST     CLASS II
 QE0510
 QE0510.The horizontal coordinates were scaled from a topographic map and have
 QE0510.an estimated accuracy of +/- 6 seconds.
 QE0510
 QE0510.The orthometric height was determined by differential leveling
 QE0510.and adjusted in June 1991.
 QE0510.WARNING-Repeat measurements at this control monument indicate possible
 QE0510.vertical movement.
 QE0510
 QE0510.The geoid height was determined by GEOID03.
 QE0510
 QE0510.The dynamic height is computed by dividing the NAVD 88
 QE0510.geopotential number by the normal gravity value computed on the
 QE0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0510.degrees latitude (g = 980.6199 gals.).
 QE0510
 QE0510.The modeled gravity was interpolated from observed gravity values.
 QE0510
 QE0510;                    North         East    Units  Estimated Accuracy
 QE0510;SPC OR N     -   143,800.    2,284,650.      MT  (+/- 180 meters Scaled)
 QE0510
 QE0510                          SUPERSEDED SURVEY CONTROL
 QE0510
 QE0510  NGVD 29 (??/??/92)   64.372  (m)          211.19   (f) ADJ UNCH    1 2
 QE0510
 QE0510.Superseded values are not recommended for survey control.
 QE0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0510.See file dsdata.txt to determine how the superseded data were derived.
 QE0510
 QE0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ819749(NAD 83)
 QE0510_MARKER: DD = SURVEY DISK
 QE0510_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QE0510_SP_SET: BRIDGE
 QE0510_STAMPING: 210.6 1926
 QE0510_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE0510
 QE0510  HISTORY     - Date     Condition        Report By
 QE0510  HISTORY     - 1926     MONUMENTED       ORHD
 QE0510  HISTORY     - 1930     GOOD             NGS
 QE0510  HISTORY     - 1968     MARK NOT FOUND   NGS
 QE0510  HISTORY     - 19961005 MARK NOT FOUND   USPSQD
 QE0510
 QE0510                          STATION DESCRIPTION
 QE0510
 QE0510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1930
 QE0510'IN RICKREALL.
 QE0510'AT NORTHWEST CORNER OF WEST SIDE PACIFIC HIGHWAY CONCRETE BRIDGE OVER
 QE0510'RICKREALL CREEK JUST SOUTH OF INTERSECTION OF SALEM-DALLAS HIGHWAY
 QE0510'WITH THE WEST SIDE PACIFIC HIGHWAY.
 QE0510
 QE0510                          STATION RECOVERY (1968)
 QE0510
 QE0510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 QE0510'MARK NOT FOUND.
 QE0510
 QE0510                          STATION RECOVERY (1996)
 QE0510
 QE0510'RECOVERY NOTE BY US POWER SQUADRON 1996
 QE0510'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0980 ***********************************************************************
 RD0980  DESIGNATION -  A 217
 RD0980  PID         -  RD0980
 RD0980  STATE/COUNTY-  OR/POLK
 RD0980  USGS QUAD   -  GRAND RONDE (1979)
 RD0980
 RD0980                         *CURRENT SURVEY CONTROL
 RD0980  ___________________________________________________________________
 RD0980* NAD 83(1986)-  45 03 41.     (N)    123 34 23.     (W)     SCALED    
 RD0980* NAVD 88     -        90.800  (meters)     297.90   (feet)  ADJUSTED  
 RD0980  ___________________________________________________________________
 RD0980  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 RD0980  DYNAMIC HT  -          90.802 (meters)     297.91  (feet)  COMP
 RD0980  MODELED GRAV-     980,637.4   (mgal)                       NAVD 88
 RD0980
 RD0980  VERT ORDER  -  FIRST     CLASS II
 RD0980
 RD0980.The horizontal coordinates were scaled from a topographic map and have
 RD0980.an estimated accuracy of +/- 6 seconds.
 RD0980
 RD0980.The orthometric height was determined by differential leveling
 RD0980.and adjusted in June 1991.
 RD0980
 RD0980.The geoid height was determined by GEOID03.
 RD0980
 RD0980.The dynamic height is computed by dividing the NAVD 88
 RD0980.geopotential number by the normal gravity value computed on the
 RD0980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0980.degrees latitude (g = 980.6199 gals.).
 RD0980
 RD0980.The modeled gravity was interpolated from observed gravity values.
 RD0980
 RD0980;                    North         East    Units  Estimated Accuracy
 RD0980;SPC OR N     -   159,590.    2,258,040.      MT  (+/- 180 meters Scaled)
 RD0980
 RD0980                          SUPERSEDED SURVEY CONTROL
 RD0980
 RD0980  NGVD 29 (??/??/92)   89.742  (m)          294.43   (f) ADJ UNCH    1 2
 RD0980
 RD0980.Superseded values are not recommended for survey control.
 RD0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0980.See file dsdata.txt to determine how the superseded data were derived.
 RD0980
 RD0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ548899(NAD 83)
 RD0980_MARKER: DD = SURVEY DISK
 RD0980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0980_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0980_STAMPING: 294 A 217 1934
 RD0980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0980+STABILITY: SURFACE MOTION
 RD0980
 RD0980  HISTORY     - Date     Condition        Report By
 RD0980  HISTORY     - 1934     MONUMENTED       ORGS
 RD0980  HISTORY     - 1941     GOOD             CGS
 RD0980
 RD0980                          STATION DESCRIPTION
 RD0980
 RD0980'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 RD0980'IN VALLEY JUNCTION.
 RD0980'MARK IS LOCATED AT VALLEY JUNCTION, 250 FEET WEST OF HIGHWAY
 RD0980'INTERSECTION, 22 FEET NORTH OF SALMON RIVER HIGHWAY, 12 FEET NORTH OF
 RD0980'BENCH MARK Z 216.  U.S.B.M. WITNESS POST IS NEAR MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0040 ***********************************************************************
 PB0040  DESIGNATION -  A 22
 PB0040  PID         -  PB0040
 PB0040  STATE/COUNTY-  OR/LAKE
 PB0040  USGS QUAD   -  GLASS BUTTE (1983)
 PB0040
 PB0040                         *CURRENT SURVEY CONTROL
 PB0040  ___________________________________________________________________
 PB0040* NAD 83(1986)-  43 35 09.     (N)    120 06 10.     (W)     SCALED    
 PB0040* NAVD 88     -      1377.751  (meters)    4520.17   (feet)  ADJUSTED  
 PB0040  ___________________________________________________________________
 PB0040  GEOID HEIGHT-         -19.66  (meters)                     GEOID03
 PB0040  DYNAMIC HT  -        1377.076 (meters)    4517.96  (feet)  COMP
 PB0040  MODELED GRAV-     980,080.7   (mgal)                       NAVD 88
 PB0040
 PB0040  VERT ORDER  -  FIRST     CLASS II
 PB0040
 PB0040.The horizontal coordinates were scaled from a topographic map and have
 PB0040.an estimated accuracy of +/- 6 seconds.
 PB0040
 PB0040.The orthometric height was determined by differential leveling
 PB0040.and adjusted in June 1991.
 PB0040
 PB0040.The geoid height was determined by GEOID03.
 PB0040
 PB0040.The dynamic height is computed by dividing the NAVD 88
 PB0040.geopotential number by the normal gravity value computed on the
 PB0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0040.degrees latitude (g = 980.6199 gals.).
 PB0040
 PB0040.The modeled gravity was interpolated from observed gravity values.
 PB0040
 PB0040;                    North         East    Units  Estimated Accuracy
 PB0040;SPC OR S     -   213,260.    1,532,080.      MT  (+/- 180 meters Scaled)
 PB0040
 PB0040                          SUPERSEDED SURVEY CONTROL
 PB0040
 PB0040  NGVD 29 (??/??/92) 1376.531  (m)         4516.17   (f) ADJ UNCH    1 2
 PB0040
 PB0040.Superseded values are not recommended for survey control.
 PB0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0040.See file dsdata.txt to determine how the superseded data were derived.
 PB0040
 PB0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGP338299(NAD 83)
 PB0040_MARKER: DB = BENCH MARK DISK
 PB0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0040_STAMPING: A 22 1920
 PB0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0040+STABILITY: SURFACE MOTION
 PB0040
 PB0040  HISTORY     - Date     Condition        Report By
 PB0040  HISTORY     - 1920     MONUMENTED       CGS
 PB0040  HISTORY     - 1943     GOOD             NGS
 PB0040
 PB0040                          STATION DESCRIPTION
 PB0040
 PB0040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PB0040'9.2 MI SE FROM HAMPTON.
 PB0040'ABOUT 9.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 20 AND ABOUT 0.3 MILE
 PB0040'SOUTHEAST ALONG A DIRT ROAD FROM HAMPTON, DESCHUTES COUNTY, ABOUT 500
 PB0040'FEET SOUTH SOUTHWEST OF A HIGHWAY STOCK PILE SITE, ABOUT 400 FEET
 PB0040'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 96.0 FEET SOUTHWEST OF THE
 PB0040'CENTER LINE OF THE ROAD, PROJECTING ABOUT 5-INCHES ABOVE THE GROUND,
 PB0040'2.0 FEET NORTHEAST OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0133 ***********************************************************************
 PC0133  DESIGNATION -  A 22
 PC0133  PID         -  PC0133
 PC0133  STATE/COUNTY-  OR/DOUGLAS
 PC0133  USGS QUAD   -  DIAMOND LAKE (1985)
 PC0133
 PC0133                         *CURRENT SURVEY CONTROL
 PC0133  ___________________________________________________________________
 PC0133* NAD 83(1986)-  43 07 42.     (N)    122 08 40.     (W)     SCALED    
 PC0133* NAVD 88     -      1586.756  (meters)    5205.88   (feet)  ADJUSTED  
 PC0133  ___________________________________________________________________
 PC0133  GEOID HEIGHT-         -21.65  (meters)                     GEOID03
 PC0133  DYNAMIC HT  -        1585.842 (meters)    5202.88  (feet)  COMP
 PC0133  MODELED GRAV-     979,987.6   (mgal)                       NAVD 88
 PC0133
 PC0133  VERT ORDER  -  SECOND    CLASS 0
 PC0133
 PC0133.The horizontal coordinates were scaled from a topographic map and have
 PC0133.an estimated accuracy of +/- 6 seconds.
 PC0133
 PC0133.The orthometric height was determined by differential leveling
 PC0133.and adjusted in June 1991.
 PC0133
 PC0133.The geoid height was determined by GEOID03.
 PC0133
 PC0133.The dynamic height is computed by dividing the NAVD 88
 PC0133.geopotential number by the normal gravity value computed on the
 PC0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0133.degrees latitude (g = 980.6199 gals.).
 PC0133
 PC0133.The modeled gravity was interpolated from observed gravity values.
 PC0133
 PC0133;                    North         East    Units  Estimated Accuracy
 PC0133;SPC OR S     -   163,680.    1,366,210.      MT  (+/- 180 meters Scaled)
 PC0133
 PC0133                          SUPERSEDED SURVEY CONTROL
 PC0133
 PC0133  NGVD 29 (??/??/92) 1585.433  (m)         5201.54   (f) ADJ UNCH    2 0
 PC0133
 PC0133.Superseded values are not recommended for survey control.
 PC0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0133.See file dsdata.txt to determine how the superseded data were derived.
 PC0133
 PC0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN695754(NAD 83)
 PC0133_MARKER: DD = SURVEY DISK
 PC0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PC0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0133+STABILITY: SURFACE MOTION
 PC0133
 PC0133  HISTORY     - Date     Condition        Report By
 PC0133  HISTORY     - UNK      MONUMENTED       BPR
 PC0133  HISTORY     - 1969     GOOD             NGS
 PC0133
 PC0133                          STATION DESCRIPTION
 PC0133
 PC0133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 PC0133'4.5 MI SW FROM DIAMOND LAKE.
 PC0133'REACHED FROM THE DIAMOND LAKE POST OFFICE GO SOUTHEAST FOR 0.2 MILE TO
 PC0133'STATE HIGHWAY 138, TURN RIGHT AND GO SOUTHEAST ON STATE HIGHWAY 138
 PC0133'FOR 1.2 MILES TO THE DIAMOND LAKE INFORMATION CENTER ON THE LEFT,
 PC0133'CONTINUE SOUTHEAST ON THE HIGHWAY FOR 2.2 MILES TO THE JUNCTION WITH
 PC0133'STATE HIGHWAY 230, TURN RIGHT AND GO SOUTHWEST, TOWARD MEDFORD, ON
 PC0133'STATE HIGHWAY 230 FOR 1.6 MILES TO AN OLD ABANDONED ROAD ON THE RIGHT,
 PC0133'TURN SHARP RIGHT AND GO NORTHWEST ALONG THE ABANDONED ROAD FOR 0.5
 PC0133'MILE TO THE THREE LAKES ROAD, CONTINUE NORTHWEST ON THE ABANDONED ROAD
 PC0133'FOR 0.1 MILE TO THE BENCH MARK ON THE RIGHT, 72 FEET SOUTHEAST OF THE
 PC0133'CENTER OF THE ABANDONED ROAD, 1 FOOT NORTH OF A METAL WITNESS POST,
 PC0133'AND LEVEL WITH THE OLD ABANDONED ROAD SET IN A 12-INCH SQUARE CONCRETE
 PC0133'MONUMENT THAT PROJECTS 5 INCHES.  NOTE-- CONSTRUCTION IN THE AREA MAY
 PC0133'CHANGE SOME OF THE DISTANCES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0586 ***********************************************************************
 QE0586  DESIGNATION -  A 222 RESET
 QE0586  PID         -  QE0586
 QE0586  STATE/COUNTY-  OR/LINN
 QE0586  USGS QUAD   -  ALBANY (1975)
 QE0586
 QE0586                         *CURRENT SURVEY CONTROL
 QE0586  ___________________________________________________________________
 QE0586* NAD 83(1986)-  44 37 45.     (N)    123 03 16.     (W)     SCALED    
 QE0586* NAVD 88     -        70.513  (meters)     231.34   (feet)  ADJUSTED  
 QE0586  ___________________________________________________________________
 QE0586  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 QE0586  DYNAMIC HT  -          70.507 (meters)     231.32  (feet)  COMP
 QE0586  MODELED GRAV-     980,542.6   (mgal)                       NAVD 88
 QE0586
 QE0586  VERT ORDER  -  FIRST     CLASS II
 QE0586
 QE0586.The horizontal coordinates were scaled from a topographic map and have
 QE0586.an estimated accuracy of +/- 6 seconds.
 QE0586
 QE0586.The orthometric height was determined by differential leveling
 QE0586.and adjusted in June 1991.
 QE0586
 QE0586.The geoid height was determined by GEOID03.
 QE0586
 QE0586.The dynamic height is computed by dividing the NAVD 88
 QE0586.geopotential number by the normal gravity value computed on the
 QE0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0586.degrees latitude (g = 980.6199 gals.).
 QE0586
 QE0586.The modeled gravity was interpolated from observed gravity values.
 QE0586
 QE0586;                    North         East    Units  Estimated Accuracy
 QE0586;SPC OR N     -   110,160.    2,297,340.      MT  (+/- 180 meters Scaled)
 QE0586
 QE0586                          SUPERSEDED SURVEY CONTROL
 QE0586
 QE0586  NGVD 29 (??/??/92)   69.500  (m)          228.02   (f) ADJ UNCH    1 2
 QE0586
 QE0586.Superseded values are not recommended for survey control.
 QE0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0586.See file dsdata.txt to determine how the superseded data were derived.
 QE0586
 QE0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ956417(NAD 83)
 QE0586_MARKER: DB = BENCH MARK DISK
 QE0586_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QE0586_SP_SET: CULVERT
 QE0586_STAMPING: 227.5 A 222 RESET 1938
 QE0586_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0586
 QE0586  HISTORY     - Date     Condition        Report By
 QE0586  HISTORY     - 1938     MONUMENTED       CGS
 QE0586  HISTORY     - 1941     GOOD             NGS
 QE0586  HISTORY     - 1957     MARK NOT FOUND   NGS
 QE0586
 QE0586                          STATION DESCRIPTION
 QE0586
 QE0586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QE0586'1.95 MI E FROM ALBANY.
 QE0586'ON SOUTH SANTIAM HIGHWAY, .4 MILE EAST OF JUNCTION WITH ROAD SOUTHEAST
 QE0586'TO TALLMAN, SOUTHEAST CORNER OF CULVERT, CORNER OF HEADWALL.
 QE0586
 QE0586                          STATION RECOVERY (1957)
 QE0586
 QE0586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 QE0586'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0242 ***********************************************************************
 QE0242  DESIGNATION -  A 223
 QE0242  PID         -  QE0242
 QE0242  STATE/COUNTY-  OR/LINN
 QE0242  USGS QUAD   -  SWEET HOME (1984)
 QE0242
 QE0242                         *CURRENT SURVEY CONTROL
 QE0242  ___________________________________________________________________
 QE0242* NAD 83(1986)-  44 24 25.     (N)    122 40 23.     (W)     SCALED    
 QE0242* NAVD 88     -       183.120  (meters)     600.79   (feet)  POSTED    
 QE0242  ___________________________________________________________________
 QE0242  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 QE0242  DYNAMIC HT  -         183.090 (meters)     600.69  (feet)  COMP
 QE0242  MODELED GRAV-     980,455.0   (mgal)                       NAVD 88
 QE0242
 QE0242  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 QE0242
 QE0242.The horizontal coordinates were scaled from a topographic map and have
 QE0242.an estimated accuracy of +/- 6 seconds.
 QE0242
 QE0242.The orthometric height was determined by differential leveling
 QE0242.and adjusted by the  in 1992.
 QE0242.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 QE0242.rate of 1.1 thru 2.0 mm/km.
 QE0242
 QE0242.The geoid height was determined by GEOID03.
 QE0242
 QE0242.The dynamic height is computed by dividing the NAVD 88
 QE0242.geopotential number by the normal gravity value computed on the
 QE0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0242.degrees latitude (g = 980.6199 gals.).
 QE0242
 QE0242.The modeled gravity was interpolated from observed gravity values.
 QE0242
 QE0242;                    North         East    Units  Estimated Accuracy
 QE0242;SPC OR N     -    84,590.    2,326,930.      MT  (+/- 180 meters Scaled)
 QE0242
 QE0242                          SUPERSEDED SURVEY CONTROL
 QE0242
 QE0242  NGVD 29 (??/??/92)  182.076  (m)          597.36   (f) ADJ UNCH    1 2
 QE0242
 QE0242.Superseded values are not recommended for survey control.
 QE0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0242.See file dsdata.txt to determine how the superseded data were derived.
 QE0242
 QE0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ260171(NAD 83)
 QE0242_MARKER: DD = SURVEY DISK
 QE0242_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QE0242_SP_SET: CURB
 QE0242_STAMPING: 596 A 223 1930
 QE0242_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0242
 QE0242  HISTORY     - Date     Condition        Report By
 QE0242  HISTORY     - 1930     MONUMENTED       ORDT
 QE0242  HISTORY     - 1963     GOOD             NGS
 QE0242
 QE0242                          STATION DESCRIPTION
 QE0242
 QE0242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 QE0242'0.3 MI SW FROM FOSTER.
 QE0242'0.2 MILE SOUTH ON THE MAIN STREET FROM THE FOSTER POST OFFICE TO U.S.
 QE0242'HIGHWAY 20 THEN WEST ON U.S. HIGHWAY 20 FOR 0.1 MILE TO THE BRIDGE
 QE0242'OVER WILEY CREEK AND THE MARK ON THE LEFT, 55 FEET EAST OF THE WEST
 QE0242'END OF THE BRIDGE AND 12 FEET SOUTH OF THE CENTER OF THE HIGHWAY IN
 QE0242'THE CONCRETE CURBING AT THE SOUTH END OF THE WEST PIER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0590 ***********************************************************************
 QE0590  DESIGNATION -  A 226
 QE0590  PID         -  QE0590
 QE0590  STATE/COUNTY-  OR/POLK
 QE0590  USGS QUAD   -  DALLAS (1986)
 QE0590
 QE0590                         *CURRENT SURVEY CONTROL
 QE0590  ___________________________________________________________________
 QE0590* NAD 83(1986)-  44 54 38.     (N)    123 19 47.     (W)     SCALED    
 QE0590* NAVD 88     -       112.749  (meters)     369.91   (feet)  ADJUSTED  
 QE0590  ___________________________________________________________________
 QE0590  GEOID HEIGHT-         -21.99  (meters)                     GEOID03
 QE0590  DYNAMIC HT  -         112.747 (meters)     369.90  (feet)  COMP
 QE0590  MODELED GRAV-     980,605.4   (mgal)                       NAVD 88
 QE0590
 QE0590  VERT ORDER  -  FIRST     CLASS II
 QE0590
 QE0590.The horizontal coordinates were scaled from a topographic map and have
 QE0590.an estimated accuracy of +/- 6 seconds.
 QE0590
 QE0590.The orthometric height was determined by differential leveling
 QE0590.and adjusted in June 1991.
 QE0590
 QE0590.The geoid height was determined by GEOID03.
 QE0590
 QE0590.The dynamic height is computed by dividing the NAVD 88
 QE0590.geopotential number by the normal gravity value computed on the
 QE0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0590.degrees latitude (g = 980.6199 gals.).
 QE0590
 QE0590.The modeled gravity was interpolated from observed gravity values.
 QE0590
 QE0590;                    North         East    Units  Estimated Accuracy
 QE0590;SPC OR N     -   142,140.    2,276,610.      MT  (+/- 180 meters Scaled)
 QE0590
 QE0590                          SUPERSEDED SURVEY CONTROL
 QE0590
 QE0590  NGVD 29 (??/??/92)  111.712  (m)          366.51   (f) ADJ UNCH    1 2
 QE0590
 QE0590.Superseded values are not recommended for survey control.
 QE0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0590.See file dsdata.txt to determine how the superseded data were derived.
 QE0590
 QE0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ739730(NAD 83)
 QE0590_MARKER: DB = BENCH MARK DISK
 QE0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0590_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0590_STAMPING: A 226 1934 366 1934
 QE0590_MARK LOGO: NONE  
 QE0590_MAGNETIC: N = NO MAGNETIC MATERIAL
 QE0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0590+STABILITY: SURFACE MOTION
 QE0590
 QE0590  HISTORY     - Date     Condition        Report By
 QE0590  HISTORY     - 1934     MONUMENTED       CGS
 QE0590  HISTORY     - 1973     GOOD             USGS
 QE0590  HISTORY     - 1981     GOOD             LOCSUR
 QE0590  HISTORY     - 20020201 GOOD             OR-053
 QE0590
 QE0590                          STATION DESCRIPTION
 QE0590
 QE0590'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 QE0590'1.2 MI SW FROM DALLAS.
 QE0590'DALLAS, 1.2 MI SSW. ALONG STATE HWY. 223 FROM COUNTY COUHTHOUSE AT. 40
 QE0590'FT E OF CENTERLINE HWY.  15 FT S. OF POWER POLE PPL 053903.  9 FT N.
 QE0590'OF CENTERLINE DRIVEWAY.  7 FT E. OF A FIRE HYDRANT.  2.5 FT N. OF A
 QE0590'FENCE.  A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY DISK,
 QE0590'STAMPED A 226 1934 366 1934.  NOTE-- DATE STAMPED TWICE. OF A CONC.
 QE0590'POST PROJECTING 0.4 FT.
 QE0590
 QE0590                          STATION RECOVERY (1981)
 QE0590
 QE0590'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 QE0590'ABOUT 163 FT. SOUTHEASTERLY OF SOUTHEASTERLY D/W TO ADDRESS 96460
 QE0590'HWY. 99 W, IN FLAT PORTION OF THE S.W. WINGWALL TO A CONCRETE
 QE0590'CULVERT. BRASS CAP STAMPED. 'A-226, 1934 295'.
 QE0590
 QE0590                          STATION RECOVERY (2002)
 QE0590
 QE0590'RECOVERY NOTE BY POLK COUNTY OREGON 2002 (JDN)
 QE0590'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0547 ***********************************************************************
 QE0547  DESIGNATION -  A 227
 QE0547  PID         -  QE0547
 QE0547  STATE/COUNTY-  OR/LINN
 QE0547  USGS QUAD   -  TANGENT (1986)
 QE0547
 QE0547                         *CURRENT SURVEY CONTROL
 QE0547  ___________________________________________________________________
 QE0547* NAD 83(1986)-  44 36 12.     (N)    123 06 47.     (W)     SCALED    
 QE0547* NAVD 88     -        65.340  (meters)     214.37   (feet)  ADJUSTED  
 QE0547  ___________________________________________________________________
 QE0547  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 QE0547  DYNAMIC HT  -          65.336 (meters)     214.36  (feet)  COMP
 QE0547  MODELED GRAV-     980,550.2   (mgal)                       NAVD 88
 QE0547
 QE0547  VERT ORDER  -  FIRST     CLASS II
 QE0547
 QE0547.The horizontal coordinates were scaled from a topographic map and have
 QE0547.an estimated accuracy of +/- 6 seconds.
 QE0547
 QE0547.The orthometric height was determined by differential leveling
 QE0547.and adjusted in June 1991.
 QE0547
 QE0547.The geoid height was determined by GEOID03.
 QE0547
 QE0547.The dynamic height is computed by dividing the NAVD 88
 QE0547.geopotential number by the normal gravity value computed on the
 QE0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0547.degrees latitude (g = 980.6199 gals.).
 QE0547
 QE0547.The modeled gravity was interpolated from observed gravity values.
 QE0547
 QE0547;                    North         East    Units  Estimated Accuracy
 QE0547;SPC OR N     -   107,440.    2,292,600.      MT  (+/- 180 meters Scaled)
 QE0547
 QE0547                          SUPERSEDED SURVEY CONTROL
 QE0547
 QE0547  NGVD 29 (??/??/??)   64.33   (m)          211.1    (f) RESET       3  
 QE0547
 QE0547.Superseded values are not recommended for survey control.
 QE0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0547.See file dsdata.txt to determine how the superseded data were derived.
 QE0547
 QE0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ910388(NAD 83)
 QE0547_MARKER: DD = SURVEY DISK
 QE0547_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QE0547_SP_SET: WINGWALL
 QE0547_STAMPING: A 227 1936 210.6
 QE0547_MARK LOGO: ORHD  
 QE0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0547+STABILITY: SURFACE MOTION
 QE0547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QE0547+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2006
 QE0547
 QE0547  HISTORY     - Date     Condition        Report By
 QE0547  HISTORY     - 1936     MONUMENTED       ORHD
 QE0547  HISTORY     - 1985     GOOD             USPSQD
 QE0547  HISTORY     - 1987     GOOD             NGS
 QE0547  HISTORY     - 20060526 GOOD             USPSQD
 QE0547
 QE0547                          STATION DESCRIPTION
 QE0547
 QE0547'DESCRIBED BY OREGON HIGHWAY DEPARTMENT 1936
 QE0547'2.5 MI S FROM ALBANY.
 QE0547'ABOUT 2.5 MILES SOUTH ALONG PACIFIC HIGHWAY EAST FROM ALBANY, LINN
 QE0547'COUNTY, NORTHEAST CORNER OF HIGHWAY BRIDGE OVER OAK CREEK AT MILEAGE
 QE0547'80.68, TOP OF WINGWALL.  OSHD DISK STAMPED 210.6 A 227 1936.
 QE0547
 QE0547                          STATION RECOVERY (1985)
 QE0547
 QE0547'RECOVERY NOTE BY US POWER SQUADRON 1985
 QE0547'RECOVERED IN GOOD CONDITION.
 QE0547
 QE0547                          STATION RECOVERY (1987)
 QE0547
 QE0547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE0547'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  3.3 KM
 QE0547'(2.05 MI) SOUTHERLY ALONG STATE HIGHWAY 99E FROM THE SOUTHERN PACIFIC
 QE0547'RAILROAD STATION IN ALBANY, IN THE NORTHEAST END OF THE NORTHEAST
 QE0547'WINGWALL OF A BRIDGE SPANNING OAK CREEK, 5.2 M (17.1 FT) EAST OF THE
 QE0547'CENTERLINE OF THE HIGHWAY, 0.4 M (1.3 FT) NORTHEAST OF THE NORTHEAST
 QE0547'END OF THE WEST GUARDRAIL OF THE BRIDGE, AND 0.1 M (0.3 FT) SOUTHWEST
 QE0547'OF THE NORTHEAST END OF THE WINGWALL.
 QE0547'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 QE0547
 QE0547                          STATION RECOVERY (2006)
 QE0547
 QE0547'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 QE0547'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0607 ***********************************************************************
 PB0607  DESIGNATION -  A 23
 PB0607  PID         -  PB0607
 PB0607  STATE/COUNTY-  OR/DESCHUTES
 PB0607  USGS QUAD   -  KELSEY BUTTE (1981)
 PB0607
 PB0607                         *CURRENT SURVEY CONTROL
 PB0607  ___________________________________________________________________
 PB0607* NAD 83(1986)-  43 57 21.     (N)    121 09 40.     (W)     SCALED    
 PB0607* NAVD 88     -      1249.721  (meters)    4100.13   (feet)  ADJUSTED  
 PB0607  ___________________________________________________________________
 PB0607  GEOID HEIGHT-         -20.66  (meters)                     GEOID03
 PB0607  DYNAMIC HT  -        1249.187 (meters)    4098.37  (feet)  COMP
 PB0607  MODELED GRAV-     980,147.9   (mgal)                       NAVD 88
 PB0607
 PB0607  VERT ORDER  -  FIRST     CLASS II
 PB0607
 PB0607.The horizontal coordinates were scaled from a topographic map and have
 PB0607.an estimated accuracy of +/- 6 seconds.
 PB0607
 PB0607.The orthometric height was determined by differential leveling
 PB0607.and adjusted in June 1991.
 PB0607.WARNING-Repeat measurements at this control monument indicate possible
 PB0607.vertical movement.
 PB0607
 PB0607.The geoid height was determined by GEOID03.
 PB0607
 PB0607.The dynamic height is computed by dividing the NAVD 88
 PB0607.geopotential number by the normal gravity value computed on the
 PB0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0607.degrees latitude (g = 980.6199 gals.).
 PB0607
 PB0607.The modeled gravity was interpolated from observed gravity values.
 PB0607
 PB0607;                    North         East    Units  Estimated Accuracy
 PB0607;SPC OR S     -   254,510.    1,446,940.      MT  (+/- 180 meters Scaled)
 PB0607
 PB0607                          SUPERSEDED SURVEY CONTROL
 PB0607
 PB0607  NGVD 29 (??/??/92) 1248.533  (m)         4096.23   (f) ADJ UNCH    1 2
 PB0607
 PB0607.Superseded values are not recommended for survey control.
 PB0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0607.See file dsdata.txt to determine how the superseded data were derived.
 PB0607
 PB0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP475686(NAD 83)
 PB0607_MARKER: DB = BENCH MARK DISK
 PB0607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0607_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0607_STAMPING: A 23 1920
 PB0607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0607+STABILITY: SURFACE MOTION
 PB0607
 PB0607  HISTORY     - Date     Condition        Report By
 PB0607  HISTORY     - 1920     MONUMENTED       CGS
 PB0607
 PB0607                          STATION DESCRIPTION
 PB0607
 PB0607'DESCRIBED BY COAST AND GEODETIC SURVEY 1920
 PB0607'13.3 MI SE FROM BEND.
 PB0607'BEND, 13.3 MILES SOUTHEAST OF, 15 FEET NORTH OF OLD BEND-BURNS ROAD,
 PB0607'AT POINT 10.8 MILES SOUTHEAST OF JUNCTION WITH CENTRAL OREGON HIGHWAY,
 PB0607'ABOUT 15.3 MILES WEST OF MILLICAN, NEAR LARGE MOUND OF ROCKS, IN
 PB0607'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0899 ***********************************************************************
 QE0899  DESIGNATION -  A 230
 QE0899  PID         -  QE0899
 QE0899  STATE/COUNTY-  OR/LINN
 QE0899  USGS QUAD   -  HALSEY (1969)
 QE0899
 QE0899                         *CURRENT SURVEY CONTROL
 QE0899  ___________________________________________________________________
 QE0899* NAD 83(1986)-  44 22 46.     (N)    123 06 35.     (W)     SCALED    
 QE0899* NAVD 88     -        86.974  (meters)     285.35   (feet)  ADJUSTED  
 QE0899  ___________________________________________________________________
 QE0899  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 QE0899  DYNAMIC HT  -          86.966 (meters)     285.32  (feet)  COMP
 QE0899  MODELED GRAV-     980,524.4   (mgal)                       NAVD 88
 QE0899
 QE0899  VERT ORDER  -  FIRST     CLASS II
 QE0899
 QE0899.The horizontal coordinates were scaled from a topographic map and have
 QE0899.an estimated accuracy of +/- 6 seconds.
 QE0899
 QE0899.The orthometric height was determined by differential leveling
 QE0899.and adjusted in June 1991.
 QE0899
 QE0899.The geoid height was determined by GEOID03.
 QE0899
 QE0899.The dynamic height is computed by dividing the NAVD 88
 QE0899.geopotential number by the normal gravity value computed on the
 QE0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0899.degrees latitude (g = 980.6199 gals.).
 QE0899
 QE0899.The modeled gravity was interpolated from observed gravity values.
 QE0899
 QE0899;                    North         East    Units  Estimated Accuracy
 QE0899;SPC OR N     -    82,570.    2,292,060.      MT  (+/- 180 meters Scaled)
 QE0899
 QE0899                          SUPERSEDED SURVEY CONTROL
 QE0899
 QE0899  NGVD 29 (??/??/92)   85.942  (m)          281.96   (f) ADJ UNCH    1 2
 QE0899
 QE0899.Superseded values are not recommended for survey control.
 QE0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0899.See file dsdata.txt to determine how the superseded data were derived.
 QE0899
 QE0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ912140(NAD 83)
 QE0899_MARKER: DB = BENCH MARK DISK
 QE0899_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QE0899_SP_SET: HEADWALL
 QE0899_STAMPING: A 230 1934 281.540
 QE0899_MARK LOGO: ORHD  
 QE0899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0899+STABILITY: SURFACE MOTION
 QE0899_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QE0899+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2006
 QE0899
 QE0899  HISTORY     - Date     Condition        Report By
 QE0899  HISTORY     - 1934     MONUMENTED       ORHD
 QE0899  HISTORY     - 1975     GOOD             NGS
 QE0899  HISTORY     - 1985     GOOD             USPSQD
 QE0899  HISTORY     - 1987     GOOD             NGS
 QE0899  HISTORY     - 20060527 GOOD             USPSQD
 QE0899
 QE0899                          STATION DESCRIPTION
 QE0899
 QE0899'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 QE0899'IN HALSEY.
 QE0899'REACHED FROM THE HALSEY POST OFFICE GO WEST ON H STREET FOR 1 BLOCK TO
 QE0899'U.S. HIGHWAY 99E, TURN LEFT, AND GO SOUTH ON THE HIGHWAY FOR 0.25 MILE
 QE0899'TO THE BENCH MARK ON THE LEFT, IN THE EAST HEADWALL OF THE CONCRETE
 QE0899'CULVERT, 110 FEET EAST OF THE CENTER OF U.S. HIGHWAY 99E, 36 FEET
 QE0899'SOUTHWEST OF THE SOUTHWEST CORNER OF A REALTY OFFICE, 14 FEET
 QE0899'NORTHEAST OF THE CENTER OF THE MACADAM ROAD, FORMERLY U.S. HIGHWAY
 QE0899'99E, AND 1 FOOT SOUTHEAST OF THE NORTHWEST END OF THE HEADWALL.
 QE0899
 QE0899                          STATION RECOVERY (1985)
 QE0899
 QE0899'RECOVERY NOTE BY US POWER SQUADRON 1985
 QE0899'LOCATED ON THE EAST SIDE OF AN ASPHALT STREET JUST EAST OF HWY 99--IS
 QE0899'EAST OF X 284.
 QE0899
 QE0899                          STATION RECOVERY (1987)
 QE0899
 QE0899'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE0899'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  28.7 KM
 QE0899'(17.85 MI) SOUTHERLY ALONG STATE HIGHWAY 99E FROM THE SOUTHERN
 QE0899'RAILROAD STATION IN ALBANY, 1.0 KM (0.60 MI) SOUTH OF THE
 QE0899'INTERSECTION OF STATE HIGHWAY 228 IN HALSEY, IN THE NORTHWEST END OF
 QE0899'THE NORTHEAST HEADWALL OF A 6 BY 8 FOOT BOX CULVERT, 49.0 M
 QE0899'(160.8 FT) NORTHEAST OF BENCH MARK X 284 ORDT, 31.2 M (102.4 FT) EAST
 QE0899'OF THE CENTERLINE OF THE HIGHWAY, 4.2 M (13.8 FT) NORTHEAST OF THE
 QE0899'CENTER OF A PAVED ROAD, AND 0.4 M (1.3 FT) SOUTHEAST OF THE NORTHWEST
 QE0899'END OF THE HEADWALL.
 QE0899'THE MARK IS 0.3 M ABOVE THE ROAD.
 QE0899
 QE0899                          STATION RECOVERY (2006)
 QE0899
 QE0899'RECOVERY NOTE BY US POWER SQUADRON 2006
 QE0899'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0229 ***********************************************************************
 QE0229  DESIGNATION -  A 231
 QE0229  PID         -  QE0229
 QE0229  STATE/COUNTY-  OR/LINN
 QE0229  USGS QUAD   -  SWEET HOME (1984)
 QE0229
 QE0229                         *CURRENT SURVEY CONTROL
 QE0229  ___________________________________________________________________
 QE0229* NAD 83(1986)-  44 23 44.     (N)    122 44 05.     (W)     SCALED    
 QE0229* NAVD 88     -       161.606  (meters)     530.20   (feet)  ADJUSTED  
 QE0229  ___________________________________________________________________
 QE0229  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 QE0229  DYNAMIC HT  -         161.582 (meters)     530.12  (feet)  COMP
 QE0229  MODELED GRAV-     980,468.7   (mgal)                       NAVD 88
 QE0229
 QE0229  VERT ORDER  -  SECOND    CLASS 0
 QE0229
 QE0229.The horizontal coordinates were scaled from a topographic map and have
 QE0229.an estimated accuracy of +/- 6 seconds.
 QE0229
 QE0229.The orthometric height was determined by differential leveling
 QE0229.and adjusted in June 1991.
 QE0229
 QE0229.The geoid height was determined by GEOID03.
 QE0229
 QE0229.The dynamic height is computed by dividing the NAVD 88
 QE0229.geopotential number by the normal gravity value computed on the
 QE0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0229.degrees latitude (g = 980.6199 gals.).
 QE0229
 QE0229.The modeled gravity was interpolated from observed gravity values.
 QE0229
 QE0229;                    North         East    Units  Estimated Accuracy
 QE0229;SPC OR N     -    83,460.    2,321,980.      MT  (+/- 180 meters Scaled)
 QE0229
 QE0229                          SUPERSEDED SURVEY CONTROL
 QE0229
 QE0229  NGVD 29 (??/??/92)  160.539  (m)          526.70   (f) ADJ UNCH    2 0
 QE0229
 QE0229.Superseded values are not recommended for survey control.
 QE0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0229.See file dsdata.txt to determine how the superseded data were derived.
 QE0229
 QE0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ211158(NAD 83)
 QE0229_MARKER: DD = SURVEY DISK
 QE0229_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QE0229_SP_SET: BRIDGE
 QE0229_STAMPING: 526 A 231 1934
 QE0229_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE0229
 QE0229  HISTORY     - Date     Condition        Report By
 QE0229  HISTORY     - 1934     MONUMENTED       ORGS
 QE0229  HISTORY     - 1950     MARK NOT FOUND   NGS
 QE0229  HISTORY     - 19960403 MARK NOT FOUND   ORDT
 QE0229
 QE0229                          STATION DESCRIPTION
 QE0229
 QE0229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 QE0229'IN SWEET HOME.
 QE0229'AT SWEET HOME, LINN COUNTY, ABOUT 300 FEET SOUTH OF THE SOUTH SANTIAM
 QE0229'HIGHWAY (U.S. 20), AT THE OLD HIGHWAY BRIDGE OVER AMES CREEK, IN THE
 QE0229'TOP OF THE NORTHWEST WING WALL, AND 10.5 FEET NORTH OF THE CENTERLINE
 QE0229'OF THE OLD HIGHWAY (NOW LONG STREET).  A STATE SURVEY STANDARD DISK,
 QE0229'STAMPED 526 A 231 1934.
 QE0229
 QE0229                          STATION RECOVERY (1996)
 QE0229
 QE0229'RECOVERY NOTE BY OREGON DEPARTMENT OF TRANSPORTATION 1996 (RV)
 QE0229'AS OF APRIL 1963 THE OLD ADMES CREEK BRIDGE WAS REPLACED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0097 ***********************************************************************
 RD0097  DESIGNATION -  A 24
 RD0097  PID         -  RD0097
 RD0097  STATE/COUNTY-  OR/MULTNOMAH
 RD0097  USGS QUAD   -  MULTNOMAH FALLS (1994)
 RD0097
 RD0097                         *CURRENT SURVEY CONTROL
 RD0097  ___________________________________________________________________
 RD0097* NAD 83(1991)-  45 36 24.02393(N)    122 02 12.59595(W)     ADJUSTED  
 RD0097* NAVD 88     -        20.048  (meters)      65.77   (feet)  ADJUSTED  
 RD0097  ___________________________________________________________________
 RD0097  LAPLACE CORR-           7.12  (seconds)                    DEFLEC99
 RD0097  GEOID HEIGHT-         -21.93  (meters)                     GEOID03
 RD0097  DYNAMIC HT  -          20.047 (meters)      65.77  (feet)  COMP
 RD0097  MODELED GRAV-     980,580.5   (mgal)                       NAVD 88
 RD0097
 RD0097  HORZ ORDER  -  THIRD
 RD0097  VERT ORDER  -  FIRST     CLASS II
 RD0097
 RD0097.The horizontal coordinates were established by classical geodetic methods
 RD0097.and adjusted by the National Geodetic Survey in October 1991.
 RD0097
 RD0097.The orthometric height was determined by differential leveling
 RD0097.and adjusted in June 1991.
 RD0097
 RD0097.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD0097
 RD0097.The geoid height was determined by GEOID03.
 RD0097
 RD0097.The dynamic height is computed by dividing the NAVD 88
 RD0097.geopotential number by the normal gravity value computed on the
 RD0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0097.degrees latitude (g = 980.6199 gals.).
 RD0097
 RD0097.The modeled gravity was interpolated from observed gravity values.
 RD0097
 RD0097;                    North         East     Units Scale Factor Converg.
 RD0097;SPC OR N     -   216,719.456 2,380,127.567   MT  0.99992377   -1 05 23.6
 RD0097;SPC OR N     -   711,021.84  7,808,817.48   iFT  0.99992377   -1 05 23.6
 RD0097;SPC WA S     -    31,550.385   380,111.702   MT  1.00005907   -1 06 58.9
 RD0097;SPC WA S     -   103,511.55  1,247,083.14   sFT  1.00005907   -1 06 58.9
 RD0097;UTM  10      - 5,050,798.823   575,106.922   MT  0.99966935   +0 41 17.8
 RD0097
 RD0097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD0097!SPC OR N     -   1.00000030  x   0.99992377  =   0.99992407
 RD0097!SPC WA S     -   1.00000030  x   1.00005907  =   1.00005937
 RD0097!UTM  10      -   1.00000030  x   0.99966935  =   0.99966964
 RD0097
 RD0097|---------------------------------------------------------------------|
 RD0097| PID    Reference Object                     Distance      Geod. Az  |
 RD0097|                                                           dddmmss.s |
 RD0097| RD2135 DODSON RAILROAD SIGNAL               16.285 METERS 02534     |
 RD0097| RD2119 PORTLAND SPOKANE AWY BCN 3 A        APPROX. 2.7 KM 0272952.6 |
 RD0097| RD2130 DODSON COLUMBIA RIV POTTERY FS       83.145 METERS 13045     |
 RD0097| RD2148 ARCHER                              APPROX. 5.0 KM 2781852.5 |
 RD0097|---------------------------------------------------------------------|
 RD0097
 RD0097                          SUPERSEDED SURVEY CONTROL
 RD0097
 RD0097  NAD 83(1986)-  45 36 24.03316(N)    122 02 12.60354(W) AD(       ) 3
 RD0097  NAD 27      -  45 36 24.60300(N)    122 02 08.31000(W) AD(       ) 3
 RD0097  NGVD 29 (??/??/92)   19.034  (m)           62.45   (f) ADJ UNCH    1 2
 RD0097
 RD0097.Superseded values are not recommended for survey control.
 RD0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0097.See file dsdata.txt to determine how the superseded data were derived.
 RD0097
 RD0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER7510750799(NAD 83)
 RD0097_MARKER: DB = BENCH MARK DISK
 RD0097_SETTING: 0 = UNSPECIFIED SETTING
 RD0097_STAMPING: A 24 1921
 RD0097_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0097
 RD0097  HISTORY     - Date     Condition        Report By
 RD0097  HISTORY     - 1938     MONUMENTED       CGS
 RD0097  HISTORY     - 1938     GOOD             NGS
 RD0097  HISTORY     - 1948     GOOD             CGS
 RD0097  HISTORY     - 1951     GOOD             CGS
 RD0097  HISTORY     - 1987     MARK NOT FOUND   NGS
 RD0097
 RD0097                          STATION DESCRIPTION
 RD0097
 RD0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (WMS)
 RD0097'STATION IS LOCATED AT DODSON, OREGON, ABOUT 200 METERS S OF THE
 RD0097'COLUMBIA RIVER, 14.03 METERS S OF O.W.R. AND N. CO. RAILROAD TRACK
 RD0097'AND 0.5 METER N OF THE RIGHT-OF-WAY FENCE DIRECTLY OPPOSITE THE
 RD0097'COLUMBIA RIVER POTTERY COMPANY BUILDING ON THE COLUMBIA RIVER
 RD0097'HIGHWAY AT DODSON.
 RD0097'
 RD0097'STATION MARK IS STANDARD U.S.C. AND GEODETIC SURVEY BENCH MARK DISK,
 RD0097'STAMPED A-24-1921 ELEVATION 18.962 M., SET IN CONCRETE POST.
 RD0097
 RD0097                          STATION RECOVERY (1938)
 RD0097
 RD0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 RD0097'IN DODSON.
 RD0097'STATION IS LOCATED AT DODSON, OREGON, ABOUT 200 METERS SOUTH OF THE
 RD0097'COLUMBIA RIVER, 14.03 METERS SOUTH OF THE O.W.R. AND N. RAILROAD TRACK
 RD0097'AND 0.5 METERS NORTH OF THE RIGHT-OF-WAY FENCE DIRECTLY OPPOSITE THE
 RD0097'COLUMBIA RIVER POTTERY CO. BUILDING ON THE COLUMBIA RIVER HIGHWAY AT
 RD0097'DODSON.
 RD0097
 RD0097                          STATION RECOVERY (1948)
 RD0097
 RD0097'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RAE)
 RD0097'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY W.M.S. IN
 RD0097'1938.  OWING TO THE MANY CHANGES IN THE LOCALITY, THE DESCRIPTION IS
 RD0097'INADEQUATE AND A NEW DESCRIPTION IS SUBMITTED.
 RD0097'
 RD0097'STATION IS LOCATED IN THE COMMUNITY OF DODSON, ABOUT 200 METERS S
 RD0097'OF THE COLUMBIA RIVER, 14.03 METERS S OF THE UNION PACIFIC RAILROAD
 RD0097'TRACKS, 0.63 METER N OF THE RAILROAD RIGHT-OF-WAY FENCE, 7.85 METERS
 RD0097'S OF A TELEPHONE POLE, 7.75 METERS E OF A BLAZED 12-INCH FIR TREE,
 RD0097'AND 16.0 METERS SW OF THE RAILROAD SIGN DODSON.
 RD0097'
 RD0097'TO REACH THE STATION FROM THE HIGHWAY BRIDGE OVER TANNER CREEK
 RD0097'ADJACENT TO BONNEVILLE, GO W ON U.S. HIGHWAY 30 FOR 4.7 MILES TO A
 RD0097'T-JUNCTION TO THE RIGHT.  TURN RIGHT AND GO 0.1 MILE TO THE
 RD0097'RAILROAD CROSSING.  LEAVE THE TRUCK AND GO E BESIDE THE
 RD0097'RIGHT-OF-WAY FENCE FOR 250 FEET TO THE STATION.
 RD0097
 RD0097                          STATION RECOVERY (1951)
 RD0097
 RD0097'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (ANS)
 RD0097'THE STATION WAS RECOVERED IN GOOD CONDITION.  IT IS IN THE COMMUNITY
 RD0097'OF DODSON, ABOUT 200 METERS S OF THE COLUMBIA RIVER, 14.03 METERS S
 RD0097'OF THE UNION PACIFIC RAILROAD TRACKS, 16 METERS SW OF THE RAILROAD
 RD0097'SIGN DODSON, AND 0.63 MILE S (NOT N) OF THE RAILROAD RIGHT-OF-WAY
 RD0097'FENCE.
 RD0097'
 RD0097'THE STATION MARK IS A STANDARD BENCH-MARK DISK, STAMPED A 24 1921
 RD0097'ELEV 62.211 FT, SET IN AN 8-INCH SQUARE CONCRETE POST PROJECTING 1
 RD0097'INCH ABOVE THE GROUND.
 RD0097'
 RD0097'TO REACH THE STATION FROM THE RAILROAD CROSSING ON THE NW SIDE OF
 RD0097'DODSON, GO E ALONG THE S RIGHT-OF-WAY FENCE FOR 250 FEET TO THE
 RD0097'MARK.
 RD0097
 RD0097                          STATION RECOVERY (1987)
 RD0097
 RD0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD0097'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0814 ***********************************************************************
 QD0814  DESIGNATION -  A 241
 QD0814  PID         -  QD0814
 QD0814  STATE/COUNTY-  OR/DESCHUTES
 QD0814  USGS QUAD   -  BEND (1981)
 QD0814
 QD0814                         *CURRENT SURVEY CONTROL
 QD0814  ___________________________________________________________________
 QD0814* NAD 83(1986)-  44 03 45.     (N)    121 18 34.     (W)     SCALED    
 QD0814* NAVD 88     -      1104.436  (meters)    3623.47   (feet)  ADJUSTED  
 QD0814  ___________________________________________________________________
 QD0814  GEOID HEIGHT-         -20.94  (meters)                     GEOID03
 QD0814  DYNAMIC HT  -        1103.997 (meters)    3622.03  (feet)  COMP
 QD0814  MODELED GRAV-     980,183.5   (mgal)                       NAVD 88
 QD0814
 QD0814  VERT ORDER  -  FIRST     CLASS II
 QD0814
 QD0814.The horizontal coordinates were scaled from a topographic map and have
 QD0814.an estimated accuracy of +/- 6 seconds.
 QD0814
 QD0814.The orthometric height was determined by differential leveling
 QD0814.and adjusted in June 1991.
 QD0814
 QD0814.The geoid height was determined by GEOID03.
 QD0814
 QD0814.The dynamic height is computed by dividing the NAVD 88
 QD0814.geopotential number by the normal gravity value computed on the
 QD0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0814.degrees latitude (g = 980.6199 gals.).
 QD0814
 QD0814.The modeled gravity was interpolated from observed gravity values.
 QD0814
 QD0814;                    North         East    Units  Estimated Accuracy
 QD0814;SPC OR S     -   266,460.    1,435,150.      MT  (+/- 180 meters Scaled)
 QD0814
 QD0814                          SUPERSEDED SURVEY CONTROL
 QD0814
 QD0814  NGVD 29 (??/??/92) 1103.263  (m)         3619.62   (f) ADJ UNCH    1 2
 QD0814
 QD0814.Superseded values are not recommended for survey control.
 QD0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0814.See file dsdata.txt to determine how the superseded data were derived.
 QD0814
 QD0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP353802(NAD 83)
 QD0814_MARKER: DD = SURVEY DISK
 QD0814_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QD0814_SP_SET: STEP
 QD0814_STAMPING: A 241 1940
 QD0814_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0814
 QD0814  HISTORY     - Date     Condition        Report By
 QD0814  HISTORY     - 1940     MONUMENTED       ORDT
 QD0814  HISTORY     - 1941     GOOD             NGS
 QD0814  HISTORY     - 19880713 MARK NOT FOUND   NGS
 QD0814
 QD0814                          STATION DESCRIPTION
 QD0814
 QD0814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QD0814'IN BEND.
 QD0814'MARK IS LOCATED ABOUT 0.25 MILE NORTH OF NEWPORT AVENUE ON THE
 QD0814'DALLES-CALIFORNIA HIGHWAY, AT 1290 WALL STREET, SOUTH END OF LOWER
 QD0814'STEP AT OREGON STATE HIGHWAY DEPARTMENT OFFICE.
 QD0814
 QD0814                          STATION RECOVERY (1988)
 QD0814
 QD0814'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QD0814'THE BUILDING HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1129 ***********************************************************************
 RD1129  DESIGNATION -  A 243
 RD1129  PID         -  RD1129
 RD1129  STATE/COUNTY-  OR/TILLAMOOK
 RD1129  USGS QUAD   -  JORDAN CREEK (1984)
 RD1129
 RD1129                         *CURRENT SURVEY CONTROL
 RD1129  ___________________________________________________________________
 RD1129* NAD 83(1986)-  45 30 23.     (N)    123 36 35.     (W)     SCALED    
 RD1129* NAVD 88     -        87.719  (meters)     287.79   (feet)  ADJUSTED  
 RD1129  ___________________________________________________________________
 RD1129  GEOID HEIGHT-         -20.92  (meters)                     GEOID03
 RD1129  DYNAMIC HT  -          87.726 (meters)     287.81  (feet)  COMP
 RD1129  MODELED GRAV-     980,691.9   (mgal)                       NAVD 88
 RD1129
 RD1129  VERT ORDER  -  SECOND    CLASS 0
 RD1129
 RD1129.The horizontal coordinates were scaled from a topographic map and have
 RD1129.an estimated accuracy of +/- 6 seconds.
 RD1129
 RD1129.The orthometric height was determined by differential leveling
 RD1129.and adjusted in June 1991.
 RD1129
 RD1129.The geoid height was determined by GEOID03.
 RD1129
 RD1129.The dynamic height is computed by dividing the NAVD 88
 RD1129.geopotential number by the normal gravity value computed on the
 RD1129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1129.degrees latitude (g = 980.6199 gals.).
 RD1129
 RD1129.The modeled gravity was interpolated from observed gravity values.
 RD1129
 RD1129;                    North         East    Units  Estimated Accuracy
 RD1129;SPC OR N     -   209,110.    2,257,060.      MT  (+/- 180 meters Scaled)
 RD1129
 RD1129                          SUPERSEDED SURVEY CONTROL
 RD1129
 RD1129  NGVD 29 (??/??/92)   86.668  (m)          284.34   (f) ADJ UNCH    2 0
 RD1129
 RD1129.Superseded values are not recommended for survey control.
 RD1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1129.See file dsdata.txt to determine how the superseded data were derived.
 RD1129
 RD1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR523393(NAD 83)
 RD1129_MARKER: DD = SURVEY DISK
 RD1129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD1129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD1129_STAMPING: A 223 1937
 RD1129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD1129+STABILITY: SURFACE MOTION
 RD1129
 RD1129  HISTORY     - Date     Condition        Report By
 RD1129  HISTORY     - 1937     MONUMENTED       ORDT
 RD1129  HISTORY     - 1942     GOOD             NGS
 RD1129  HISTORY     - 1962     MARK NOT FOUND   NGS
 RD1129  HISTORY     - 1990     GOOD             USPSQD
 RD1129  HISTORY     - 19921025 GOOD             USPSQD
 RD1129
 RD1129                          STATION DESCRIPTION
 RD1129
 RD1129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 RD1129'14.5 MI NE FROM TILLAMOOK.
 RD1129'14.5 MILES NORTHEAST OF POST OFFICE ON HIGHWAY 6.  200 FEET NORTH OF
 RD1129'FOX CREEK, 40 FEET EAST OF HIGHWAY, AND 3 FEET ABOVE ROADWAY. WITNESS
 RD1129'POST SET.
 RD1129
 RD1129                          STATION RECOVERY (1962)
 RD1129
 RD1129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 RD1129'MARK NOT FOUND.
 RD1129
 RD1129                          STATION RECOVERY (1990)
 RD1129
 RD1129'RECOVERY NOTE BY US POWER SQUADRON 1990 (KRN)
 RD1129'RECOVERED IN GOOD CONDITION.
 RD1129
 RD1129                          STATION RECOVERY (1992)
 RD1129
 RD1129'RECOVERY NOTE BY US POWER SQUADRON 1992 (KRN)
 RD1129'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0317 ***********************************************************************
 PC0317  DESIGNATION -  A 246
 PC0317  PID         -  PC0317
 PC0317  STATE/COUNTY-  OR/DOUGLAS
 PC0317  USGS QUAD   -  DRAIN (1987)
 PC0317
 PC0317                         *CURRENT SURVEY CONTROL
 PC0317  ___________________________________________________________________
 PC0317* NAD 83(1986)-  43 39 38.     (N)    123 19 47.     (W)     SCALED    
 PC0317* NAVD 88     -        95.055  (meters)     311.86   (feet)  ADJUSTED  
 PC0317  ___________________________________________________________________
 PC0317  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 PC0317  DYNAMIC HT  -          95.042 (meters)     311.82  (feet)  COMP
 PC0317  MODELED GRAV-     980,479.5   (mgal)                       NAVD 88
 PC0317
 PC0317  VERT ORDER  -  FIRST     CLASS II
 PC0317
 PC0317.The horizontal coordinates were scaled from a topographic map and have
 PC0317.an estimated accuracy of +/- 6 seconds.
 PC0317
 PC0317.The orthometric height was determined by differential leveling
 PC0317.and adjusted in June 1991.
 PC0317
 PC0317.The geoid height was determined by GEOID03.
 PC0317
 PC0317.The dynamic height is computed by dividing the NAVD 88
 PC0317.geopotential number by the normal gravity value computed on the
 PC0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0317.degrees latitude (g = 980.6199 gals.).
 PC0317
 PC0317.The modeled gravity was interpolated from observed gravity values.
 PC0317
 PC0317;                    North         East    Units  Estimated Accuracy
 PC0317;SPC OR S     -   225,350.    1,271,810.      MT  (+/- 180 meters Scaled)
 PC0317
 PC0317                          SUPERSEDED SURVEY CONTROL
 PC0317
 PC0317  NGVD 29 (??/??/92)   93.955  (m)          308.25   (f) ADJ UNCH    1 2
 PC0317
 PC0317.Superseded values are not recommended for survey control.
 PC0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0317.See file dsdata.txt to determine how the superseded data were derived.
 PC0317
 PC0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP734342(NAD 83)
 PC0317_MARKER: DD = SURVEY DISK
 PC0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PC0317_STAMPING: A 246 1934 308
 PC0317_MARK LOGO: ORGS  
 PC0317_MAGNETIC: N = NO MAGNETIC MATERIAL
 PC0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0317+STABILITY: SURFACE MOTION
 PC0317_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PC0317+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2006
 PC0317
 PC0317  HISTORY     - Date     Condition        Report By
 PC0317  HISTORY     - 1934     MONUMENTED       ORGS
 PC0317  HISTORY     - 1961     GOOD             NGS
 PC0317  HISTORY     - 19960116 GOOD             ORHD
 PC0317  HISTORY     - 20061006 GOOD             USPSQD
 PC0317
 PC0317                          STATION DESCRIPTION
 PC0317
 PC0317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 PC0317'0.5 MI W FROM DRAIN.
 PC0317'FROM THE POST OFFICE AT DRAIN GO WEST ON STATE HIGHWAY 38 FOR 0.5
 PC0317'MILE, LOCATED 34 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 84.5 FEET
 PC0317'WEST OF TELEPHONE POLE 13, NEAR THE WEST END OF A LONG CURVE, AND
 PC0317'1-FOOT WEST OF A METAL WITNESS POST.
 PC0317
 PC0317                          STATION RECOVERY (1996)
 PC0317
 PC0317'RECOVERY NOTE BY OREGON HIGHWAY DEPARTMENT 1996 (AN)
 PC0317'RECOVERED AS DESCRIBED. ALAN NEER 3500 NW SWEWART PKWY 140 ROSEBURG OR
 PC0317'97470
 PC0317
 PC0317                          STATION RECOVERY (2006)
 PC0317
 PC0317'RECOVERY NOTE BY US POWER SQUADRON 2006 (RHC)
 PC0317'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0941 ***********************************************************************
 QE0941  DESIGNATION -  A 248
 QE0941  PID         -  QE0941
 QE0941  STATE/COUNTY-  OR/LANE
 QE0941  USGS QUAD   -  EUGENE WEST (1986)
 QE0941
 QE0941                         *CURRENT SURVEY CONTROL
 QE0941  ___________________________________________________________________
 QE0941* NAD 83(1986)-  44 03 35.     (N)    123 10 40.     (W)     SCALED    
 QE0941* NAVD 88     -       119.34   (+/-2cm)     391.5    (feet)  VERTCON   
 QE0941  ___________________________________________________________________
 QE0941  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 QE0941  VERT ORDER  -  THIRD (See Below)
 QE0941
 QE0941.The horizontal coordinates were scaled from a topographic map and have
 QE0941.an estimated accuracy of +/- 6 seconds.
 QE0941
 QE0941.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE0941.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE0941.The vertical order pertains to the NGVD 29 superseded value.
 QE0941
 QE0941.The geoid height was determined by GEOID03.
 QE0941
 QE0941;                    North         East    Units  Estimated Accuracy
 QE0941;SPC OR S     -   269,270.    1,285,470.      MT  (+/- 180 meters Scaled)
 QE0941
 QE0941                          SUPERSEDED SURVEY CONTROL
 QE0941
 QE0941  NGVD 29 (??/??/??)  118.24   (m)          387.9    (f) RESET       3  
 QE0941
 QE0941.Superseded values are not recommended for survey control.
 QE0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0941.See file dsdata.txt to determine how the superseded data were derived.
 QE0941
 QE0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP857785(NAD 83)
 QE0941_MARKER: DB = BENCH MARK DISK
 QE0941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0941_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0941_STAMPING: A 248
 QE0941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0941+STABILITY: SURFACE MOTION
 QE0941
 QE0941  HISTORY     - Date     Condition        Report By
 QE0941  HISTORY     - UNK      MONUMENTED       CGS
 QE0941  HISTORY     - 1970     MARK NOT FOUND   NGS
 QE0941
 QE0941                          STATION DESCRIPTION
 QE0941
 QE0941'DESCRIBED BY COAST AND GEODETIC SURVEY UNK
 QE0941'IN DANEBO.
 QE0941'DANEBO, 150 FEET NORTH OF SOUTHERN PACIFIC CO. MAIN TRACK, 30 FEET
 QE0941'EAST OF COUNTY ROAD.  DISK STAMPED A 248 IN CONCRETE POST.
 QE0941
 QE0941                          STATION RECOVERY (1970)
 QE0941
 QE0941'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 QE0941'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2730 ***********************************************************************
 RC2730  DESIGNATION -  A 25 RESET
 RC2730  PID         -  RC2730
 RC2730  STATE/COUNTY-  OR/WASCO
 RC2730  USGS QUAD   -  THE DALLES SOUTH (1994)
 RC2730
 RC2730                         *CURRENT SURVEY CONTROL
 RC2730  ___________________________________________________________________
 RC2730* NAD 83(1986)-  45 36 07.     (N)    121 11 03.     (W)     SCALED    
 RC2730* NAVD 88     -        30.67   (meters)     100.6    (feet)  RESET     
 RC2730  ___________________________________________________________________
 RC2730  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 RC2730  VERT ORDER  -  THIRD
 RC2730
 RC2730.The horizontal coordinates were scaled from a topographic map and have
 RC2730.an estimated accuracy of +/- 6 seconds.
 RC2730
 RC2730.The orthometric height was computed from unverified reset data.
 RC2730.No vertical observational check was made to the station.
 RC2730
 RC2730.The geoid height was determined by GEOID03.
 RC2730
 RC2730;                    North         East    Units  Estimated Accuracy
 RC2730;SPC OR N     -   215,280.    2,446,630.      MT  (+/- 180 meters Scaled)
 RC2730
 RC2730                          SUPERSEDED SURVEY CONTROL
 RC2730
 RC2730.No superseded survey control is available for this station.
 RC2730
 RC2730_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR416514(NAD 83)
 RC2730_MARKER: DB = BENCH MARK DISK
 RC2730_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RC2730_SP_SET: CURB
 RC2730_STAMPING: A 25 RESET 1988
 RC2730_MARK LOGO: NGS   
 RC2730_MAGNETIC: N = NO MAGNETIC MATERIAL
 RC2730_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC2730_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RC2730+SATELLITE: SATELLITE OBSERVATIONS - 1988
 RC2730
 RC2730  HISTORY     - Date     Condition        Report By
 RC2730  HISTORY     - 1988     MONUMENTED       LOCENG
 RC2730  HISTORY     - 20080913 MARK NOT FOUND   GEOCAC
 RC2730
 RC2730                          STATION DESCRIPTION
 RC2730
 RC2730'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1988
 RC2730'THE MARK IS LOCATED IN THE DALLES.  IT IS SET IN THE TIP OF THE
 RC2730'CONCRETE CURB AT THE NORTHWEST CORNER OF 2ND AND UNION STREET.
 RC2730
 RC2730                          STATION RECOVERY (2008)
 RC2730
 RC2730'RECOVERY NOTE BY GEOCACHING 2008 (HMT)
 RC2730'PROBABLY DESTROYED.  ALL FOUR CORNERS AT THIS INTERSECTION
 RC2730'HAVE BEEN REBUILT TO INCLUDE WHEEL RAMPS IN EACH DIRECTION.
 RC2730'THE TIPS OF THE CURBS HAVE BEEN REDUCED IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0412 ***********************************************************************
 PC0412  DESIGNATION -  A 253
 PC0412  PID         -  PC0412
 PC0412  STATE/COUNTY-  OR/DOUGLAS
 PC0412  USGS QUAD   -  ROSEBURG EAST (1987)
 PC0412
 PC0412                         *CURRENT SURVEY CONTROL
 PC0412  ___________________________________________________________________
 PC0412* NAD 83(1986)-  43 12 44.     (N)    123 20 22.     (W)     SCALED    
 PC0412* NAVD 88     -       137.679  (meters)     451.70   (feet)  ADJUSTED  
 PC0412  ___________________________________________________________________
 PC0412  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 PC0412  DYNAMIC HT  -         137.650 (meters)     451.61  (feet)  COMP
 PC0412  MODELED GRAV-     980,408.4   (mgal)                       NAVD 88
 PC0412
 PC0412  VERT ORDER  -  FIRST     CLASS II
 PC0412
 PC0412.The horizontal coordinates were scaled from a topographic map and have
 PC0412.an estimated accuracy of +/- 6 seconds.
 PC0412
 PC0412.The orthometric height was determined by differential leveling
 PC0412.and adjusted in June 1991.
 PC0412
 PC0412.The geoid height was determined by GEOID03.
 PC0412
 PC0412.The dynamic height is computed by dividing the NAVD 88
 PC0412.geopotential number by the normal gravity value computed on the
 PC0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0412.degrees latitude (g = 980.6199 gals.).
 PC0412
 PC0412.The modeled gravity was interpolated from observed gravity values.
 PC0412
 PC0412;                    North         East    Units  Estimated Accuracy
 PC0412;SPC OR S     -   175,600.    1,269,340.      MT  (+/- 180 meters Scaled)
 PC0412
 PC0412                          SUPERSEDED SURVEY CONTROL
 PC0412
 PC0412  NGVD 29 (??/??/92)  136.621  (m)          448.23   (f) ADJ UNCH    1 2
 PC0412
 PC0412.Superseded values are not recommended for survey control.
 PC0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0412.See file dsdata.txt to determine how the superseded data were derived.
 PC0412
 PC0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN724844(NAD 83)
 PC0412_MARKER: DB = BENCH MARK DISK
 PC0412_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PC0412_SP_SET: SIDEWALK
 PC0412_STAMPING: 448 A 253 1934
 PC0412_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PC0412
 PC0412  HISTORY     - Date     Condition        Report By
 PC0412  HISTORY     - 1934     MONUMENTED       CGS
 PC0412
 PC0412                          STATION DESCRIPTION
 PC0412
 PC0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PC0412'IN ROSEBURG.
 PC0412'AT ROSEBURG, DOUGLAS COUNTY, 1 FOOT IN FROM EDGE OF CURB AT SOUTH END
 PC0412'OF DEER CREEK BRIDGE, EAST SIDE OF JACKSON STREET, IN CONCRETE
 PC0412'SIDEWALK.  A STANDARD DISK, STAMPED 448 A 253 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0512 ***********************************************************************
 QB0512  DESIGNATION -  A 254
 QB0512  PID         -  QB0512
 QB0512  STATE/COUNTY-  OR/BAKER
 QB0512  USGS QUAD   -  DURKEE (1988)
 QB0512
 QB0512                         *CURRENT SURVEY CONTROL
 QB0512  ___________________________________________________________________
 QB0512* NAD 83(1986)-  44 34 57.     (N)    117 27 57.     (W)     SCALED    
 QB0512* NAVD 88     -       807.957  (meters)    2650.77   (feet)  ADJUSTED  
 QB0512  ___________________________________________________________________
 QB0512  GEOID HEIGHT-         -16.96  (meters)                     GEOID03
 QB0512  DYNAMIC HT  -         807.707 (meters)    2649.95  (feet)  COMP
 QB0512  MODELED GRAV-     980,282.3   (mgal)                       NAVD 88
 QB0512
 QB0512  VERT ORDER  -  FIRST     CLASS II
 QB0512
 QB0512.The horizontal coordinates were scaled from a topographic map and have
 QB0512.an estimated accuracy of +/- 6 seconds.
 QB0512
 QB0512.The orthometric height was determined by differential leveling
 QB0512.and adjusted in June 1991.
 QB0512
 QB0512.The geoid height was determined by GEOID03.
 QB0512
 QB0512.The dynamic height is computed by dividing the NAVD 88
 QB0512.geopotential number by the normal gravity value computed on the
 QB0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0512.degrees latitude (g = 980.6199 gals.).
 QB0512
 QB0512.The modeled gravity was interpolated from observed gravity values.
 QB0512
 QB0512;                    North         East    Units  Estimated Accuracy
 QB0512;SPC OR N     -   106,290.    2,740,900.      MT  (+/- 180 meters Scaled)
 QB0512
 QB0512                          SUPERSEDED SURVEY CONTROL
 QB0512
 QB0512  NGVD 29 (??/??/92)  806.874  (m)         2647.22   (f) ADJ UNCH    1 2
 QB0512
 QB0512.Superseded values are not recommended for survey control.
 QB0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0512.See file dsdata.txt to determine how the superseded data were derived.
 QB0512
 QB0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK630366(NAD 83)
 QB0512_MARKER: DD = SURVEY DISK
 QB0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0512_STAMPING: A 254 1937 RPPT 47.02 1225+64 2647.8
 QB0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0512+STABILITY: SURFACE MOTION
 QB0512
 QB0512  HISTORY     - Date     Condition        Report By
 QB0512  HISTORY     - 1937     MONUMENTED       ORDT
 QB0512
 QB0512                          STATION DESCRIPTION
 QB0512
 QB0512'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1937
 QB0512'IN DURKEE.
 QB0512'IN THE WEST PART OF DURKEE, BAKER COUNTY, ON THE OREGON TRAIL (U.S.
 QB0512'30), AT THE JUNCTION OF A SIDE ROAD LEADING TO THE UNION PACIFIC
 QB0512'RAILROAD STATION, 42 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 QB0512'24 FEET SOUTHEAST OF THE CENTER LINE OF THE SIDE ROAD, 2 FEET
 QB0512'SOUTHEAST OF A POLE, AND NEAR A WHITE WOODEN WITNESS POST.  AN OREGON
 QB0512'STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED A 254 1937 RPPT 47.02
 QB0512'1225+64 2647.8 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0482 ***********************************************************************
 NZ0482  DESIGNATION -  A 258
 NZ0482  PID         -  NZ0482
 NZ0482  STATE/COUNTY-  OR/JOSEPHINE
 NZ0482  USGS QUAD   -  MERLIN (1986)
 NZ0482
 NZ0482                         *CURRENT SURVEY CONTROL
 NZ0482  ___________________________________________________________________
 NZ0482* NAD 83(1986)-  42 31 05.     (N)    123 26 17.     (W)     SCALED    
 NZ0482* NAVD 88     -       267.532  (meters)     877.73   (feet)  ADJUSTED  
 NZ0482  ___________________________________________________________________
 NZ0482  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 NZ0482  DYNAMIC HT  -         267.446 (meters)     877.45  (feet)  COMP
 NZ0482  MODELED GRAV-     980,292.7   (mgal)                       NAVD 88
 NZ0482
 NZ0482  VERT ORDER  -  SECOND    CLASS 0
 NZ0482
 NZ0482.The horizontal coordinates were scaled from a topographic map and have
 NZ0482.an estimated accuracy of +/- 6 seconds.
 NZ0482
 NZ0482.The orthometric height was determined by differential leveling
 NZ0482.and adjusted in June 1991.
 NZ0482
 NZ0482.The geoid height was determined by GEOID03.
 NZ0482
 NZ0482.The dynamic height is computed by dividing the NAVD 88
 NZ0482.geopotential number by the normal gravity value computed on the
 NZ0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0482.degrees latitude (g = 980.6199 gals.).
 NZ0482
 NZ0482.The modeled gravity was interpolated from observed gravity values.
 NZ0482
 NZ0482;                    North         East    Units  Estimated Accuracy
 NZ0482;SPC OR S     -    98,810.    1,258,620.      MT  (+/- 180 meters Scaled)
 NZ0482
 NZ0482                          SUPERSEDED SURVEY CONTROL
 NZ0482
 NZ0482  NGVD 29 (??/??/92)  266.529  (m)          874.44   (f) ADJ UNCH    2 0
 NZ0482
 NZ0482.Superseded values are not recommended for survey control.
 NZ0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0482.See file dsdata.txt to determine how the superseded data were derived.
 NZ0482
 NZ0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN640073(NAD 83)
 NZ0482_MARKER: DB = BENCH MARK DISK
 NZ0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ0482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NZ0482_STAMPING: 874 A 258 1934
 NZ0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0482+STABILITY: SURFACE MOTION
 NZ0482
 NZ0482  HISTORY     - Date     Condition        Report By
 NZ0482  HISTORY     - 1934     MONUMENTED       CGS
 NZ0482  HISTORY     - 1964     GOOD             NGS
 NZ0482  HISTORY     - 1982     GOOD             USGS
 NZ0482
 NZ0482                          STATION DESCRIPTION
 NZ0482
 NZ0482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 NZ0482'1.0 MI W FROM MERLIN.
 NZ0482'1.0 MILE WEST ALONG THE MERLIN-GALICE HIGHWAY FROM THE MERLIN POST
 NZ0482'OFFICE, 0.1 MILE EAST OF THE BRIDGE OVER JUMPOFF JOE CREEK, 105 FEET
 NZ0482'SOUTH OF THE CREEK, 102 FEET NORTH AND ACROSS THE HIGHWAY FROM POWER
 NZ0482'POLE NO. 801, 100 FEET WEST OF THE CENTER OF A TRACK ROAD THAT LEADS
 NZ0482'TO THE CREEK, 72 FEET NORTH OF THE CENTER OF THE HIGHWAY AND 0.5 FOOT
 NZ0482'WEST OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 4 INCHES.
 NZ0482
 NZ0482                          STATION RECOVERY (1982)
 NZ0482
 NZ0482'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 NZ0482'ABOUT 1.1 MILES WEST ALONG THE ROAD TO GALICE FROM MERLINE, 480 FEET
 NZ0482'EAST OF BRIDGE OVER JUMPOFF JOE CREEK, 106 FEET SOUTH OF THE CREEK,
 NZ0482'AND 70 FEET NORTH OF THE CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0827 ***********************************************************************
 RC0827  DESIGNATION -  A 263
 RC0827  PID         -  RC0827
 RC0827  STATE/COUNTY-  OR/HOOD RIVER
 RC0827  USGS QUAD   -  WHITE SALMON (1994)
 RC0827
 RC0827                         *CURRENT SURVEY CONTROL
 RC0827  ___________________________________________________________________
 RC0827* NAD 83(1986)-  45 41 22.     (N)    121 26 34.     (W)     SCALED    
 RC0827* NAVD 88     -        30.042  (meters)      98.56   (feet)  ADJUSTED  
 RC0827  ___________________________________________________________________
 RC0827  GEOID HEIGHT-         -21.43  (meters)                     GEOID03
 RC0827  DYNAMIC HT  -          30.041 (meters)      98.56  (feet)  COMP
 RC0827  MODELED GRAV-     980,603.8   (mgal)                       NAVD 88
 RC0827
 RC0827  VERT ORDER  -  FIRST     CLASS II
 RC0827
 RC0827.The horizontal coordinates were scaled from a topographic map and have
 RC0827.an estimated accuracy of +/- 6 seconds.
 RC0827
 RC0827.The orthometric height was determined by differential leveling
 RC0827.and adjusted in June 1991.
 RC0827
 RC0827.The geoid height was determined by GEOID03.
 RC0827
 RC0827.The dynamic height is computed by dividing the NAVD 88
 RC0827.geopotential number by the normal gravity value computed on the
 RC0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0827.degrees latitude (g = 980.6199 gals.).
 RC0827
 RC0827.The modeled gravity was interpolated from observed gravity values.
 RC0827
 RC0827;                    North         East    Units  Estimated Accuracy
 RC0827;SPC OR N     -   225,210.    2,426,570.      MT  (+/- 180 meters Scaled)
 RC0827
 RC0827                          SUPERSEDED SURVEY CONTROL
 RC0827
 RC0827  NGVD 29 (??/??/92)   29.020  (m)           95.21   (f) ADJ UNCH    1 2
 RC0827
 RC0827.Superseded values are not recommended for survey control.
 RC0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0827.See file dsdata.txt to determine how the superseded data were derived.
 RC0827
 RC0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR212607(NAD 83)
 RC0827_MARKER: DD = SURVEY DISK
 RC0827_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RC0827_SP_SET: CURB
 RC0827_STAMPING: A 263 1938
 RC0827_MARK LOGO: USGS  
 RC0827_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC0827
 RC0827  HISTORY     - Date     Condition        Report By
 RC0827  HISTORY     - 1938     MONUMENTED       USGS
 RC0827  HISTORY     - 1957     GOOD             NGS
 RC0827  HISTORY     - 1974     GOOD             USGS
 RC0827  HISTORY     - 1987     GOOD             NGS
 RC0827
 RC0827                          STATION DESCRIPTION
 RC0827
 RC0827'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 RC0827'2.4 MI W FROM MOSIER.
 RC0827'2.4 MILES WEST ALONG U.S. HIGHWAY 30 FROM THE WEST END OF THE CONCRETE
 RC0827'HIGHWAY BRIDGE OVER MOSIER CREEK AT MOSIER, IN T 3 N- R 11 E, AT THE
 RC0827'SOUTHWEST CORNER OF UNION PACIFIC RAILROAD TUNNEL 1 1/2, 11.5 FEET
 RC0827'SOUTH OF THE SOUTH RAIL, 3.0 FEET EAST OF THE WEST PORTAL, 1.4 FEET
 RC0827'NORTH OF THE SOUTH WALL OF THE TUNNEL, ABOUT 1 FOOT LOWER THAN THE
 RC0827'RAILROAD TRACK AND SET IN THE TOP OF A CONCRETE CURB.
 RC0827
 RC0827                          STATION RECOVERY (1974)
 RC0827
 RC0827'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 RC0827'RECOVERED IN GOOD CONDITION.
 RC0827
 RC0827                          STATION RECOVERY (1987)
 RC0827
 RC0827'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RC0827'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.9 KM
 RC0827'(2.40 MI) WEST ALONG INTERSTATE HIGHWAY 84 FROM THE BRIDGE OVER MOSIER
 RC0827'CREEK IN MOSIER TO THE MARK ON THE LEFT, AT THE WEST END AND INSIDE
 RC0827'OF THE NORTHWEST PORTAL OF A UNION PACIFIC RAILROAD TUNNEL, 3.50 M
 RC0827'(11.5 FT) SOUTHWEST OF THE SOUTHWEST RAIL, 0.91 M (3.0 FT) SOUTHEAST
 RC0827'OF THE NORTHWEST PORTAL, 0.42 M (1.4 FT) NORTHEAST OF THE SOUTHWEST
 RC0827'WALL OF THE TUNNEL.  NOTE--THERE IS NO STAMPING ON THE DISK AS STATED
 RC0827'IN THE PREVIOUS DESCRIPTION, ALL OF THE PREVIOUS DISTANCES CHECKED.
 RC0827'THE MARK IS 0.3 M BELOW THE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0809 ***********************************************************************
 RA0809  DESIGNATION -  A 264
 RA0809  PID         -  RA0809
 RA0809  STATE/COUNTY-  OR/UNION
 RA0809  USGS QUAD   -  NORTH POWDER (1994)
 RA0809
 RA0809                         *CURRENT SURVEY CONTROL
 RA0809  ___________________________________________________________________
 RA0809* NAD 83(1986)-  45 01 28.     (N)    117 55 08.     (W)     SCALED    
 RA0809* NAVD 88     -       992.195  (meters)    3255.23   (feet)  ADJUSTED  
 RA0809  ___________________________________________________________________
 RA0809  GEOID HEIGHT-         -17.16  (meters)                     GEOID03
 RA0809  DYNAMIC HT  -         991.916 (meters)    3254.31  (feet)  COMP
 RA0809  MODELED GRAV-     980,302.3   (mgal)                       NAVD 88
 RA0809
 RA0809  VERT ORDER  -  FIRST     CLASS II
 RA0809
 RA0809.The horizontal coordinates were scaled from a topographic map and have
 RA0809.an estimated accuracy of +/- 6 seconds.
 RA0809
 RA0809.The orthometric height was determined by differential leveling
 RA0809.and adjusted in June 1991.
 RA0809
 RA0809.The geoid height was determined by GEOID03.
 RA0809
 RA0809.The dynamic height is computed by dividing the NAVD 88
 RA0809.geopotential number by the normal gravity value computed on the
 RA0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0809.degrees latitude (g = 980.6199 gals.).
 RA0809
 RA0809.The modeled gravity was interpolated from observed gravity values.
 RA0809
 RA0809;                    North         East    Units  Estimated Accuracy
 RA0809;SPC OR N     -   154,130.    2,703,370.      MT  (+/- 180 meters Scaled)
 RA0809
 RA0809                          SUPERSEDED SURVEY CONTROL
 RA0809
 RA0809  NGVD 29 (??/??/92)  991.092  (m)         3251.61   (f) ADJ UNCH    1 2
 RA0809
 RA0809.Superseded values are not recommended for survey control.
 RA0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0809.See file dsdata.txt to determine how the superseded data were derived.
 RA0809
 RA0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK276860(NAD 83)
 RA0809_MARKER: DD = SURVEY DISK
 RA0809_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RA0809_SP_SET: CULVERT
 RA0809_STAMPING: SEE TEXT
 RA0809_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RA0809
 RA0809  HISTORY     - Date     Condition        Report By
 RA0809  HISTORY     - 1938     MONUMENTED       ORDT
 RA0809
 RA0809                          STATION DESCRIPTION
 RA0809
 RA0809'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1938
 RA0809'0.4 MI S FROM NORTH POWDER.
 RA0809'ABOUT 0.4 MILE SOUTH ALONG THE OREGON TRAIL (U.S. 30) FROM NORTH
 RA0809'POWDER, UNION COUNTY, ABOUT 175 FEET SOUTHEAST OF SOUTHEAST END OF
 RA0809'HIGHWAY VIADUCT, AT BRIDGE 318.18 OVER NORTH POWDER RIVER, AT THE
 RA0809'NORTHWEST ABUTMENT, AND IN THE TOP OF THE NORTHEAST WING WALL.  AN
 RA0809'OREGON STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED 3252 A 264 1938
 RA0809'R.P.P.T. 8+486 AH E.Q. 426+59.4 SW. TIE 15.70.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0227 ***********************************************************************
 QE0227  DESIGNATION -  A 265
 QE0227  PID         -  QE0227
 QE0227  STATE/COUNTY-  OR/LINN
 QE0227  USGS QUAD   -  SWEET HOME (1984)
 QE0227
 QE0227                         *CURRENT SURVEY CONTROL
 QE0227  ___________________________________________________________________
 QE0227* NAD 83(1986)-  44 23 49.     (N)    122 44 14.     (W)     SCALED    
 QE0227* NAVD 88     -       161.102  (meters)     528.55   (feet)  ADJUSTED  
 QE0227  ___________________________________________________________________
 QE0227  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 QE0227  DYNAMIC HT  -         161.078 (meters)     528.47  (feet)  COMP
 QE0227  MODELED GRAV-     980,469.2   (mgal)                       NAVD 88
 QE0227
 QE0227  VERT ORDER  -  FIRST     CLASS II
 QE0227
 QE0227.The horizontal coordinates were scaled from a topographic map and have
 QE0227.an estimated accuracy of +/- 6 seconds.
 QE0227
 QE0227.The orthometric height was determined by differential leveling
 QE0227.and adjusted in June 1991.
 QE0227
 QE0227.The geoid height was determined by GEOID03.
 QE0227
 QE0227.The dynamic height is computed by dividing the NAVD 88
 QE0227.geopotential number by the normal gravity value computed on the
 QE0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0227.degrees latitude (g = 980.6199 gals.).
 QE0227
 QE0227.The modeled gravity was interpolated from observed gravity values.
 QE0227
 QE0227;                    North         East    Units  Estimated Accuracy
 QE0227;SPC OR N     -    83,620.    2,321,790.      MT  (+/- 180 meters Scaled)
 QE0227
 QE0227                          SUPERSEDED SURVEY CONTROL
 QE0227
 QE0227  NGVD 29 (??/??/92)  160.036  (m)          525.05   (f) ADJ UNCH    1 2
 QE0227
 QE0227.Superseded values are not recommended for survey control.
 QE0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0227.See file dsdata.txt to determine how the superseded data were derived.
 QE0227
 QE0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ209159(NAD 83)
 QE0227_MARKER: DD = SURVEY DISK
 QE0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0227_STAMPING: A 265 1940
 QE0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0227+STABILITY: SURFACE MOTION
 QE0227
 QE0227  HISTORY     - Date     Condition        Report By
 QE0227  HISTORY     - 1940     MONUMENTED       USE
 QE0227  HISTORY     - 1943     GOOD             NGS
 QE0227  HISTORY     - 19960403 MARK NOT FOUND   ORDT
 QE0227
 QE0227                          STATION DESCRIPTION
 QE0227
 QE0227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QE0227'IN SWEET HOME.
 QE0227'AT SWEET HOME, LINN COUNTY, ON U.S. HIGHWAY 20, IN THE WESTERN PART OF
 QE0227'TOWN, 0.1 MILE WEST OF THE BRIDGE OVER AMES CREEK, IN THE TRIANGLE
 QE0227'FORMED BY THE JUNCTION OF U.S. HIGHWAY 20 AND STATE HIGHWAY 228, 59.6
 QE0227'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE RICHFIELD SERVICE
 QE0227'STATION, 27.5 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 20, 25 FEET
 QE0227'NORTHEAST OF THE CENTERLINE OF THE WEST LEG OF STATE HIGHWAY 228, AND
 QE0227'1.5 FEET NORTH OF A WHITE WOODEN WITNESS POST.  A CORPS OF ENGINEERS,
 QE0227'U.S. ARMY STANDARD DISK, STAMPED A 265 1940 AND SET IN THE TOP OF A
 QE0227'CONCRETE POST PROJECTING ABOUT 1/2 INCH ABOVE GROUND.
 QE0227
 QE0227                          STATION RECOVERY (1996)
 QE0227
 QE0227'RECOVERY NOTE BY OREGON DEPARTMENT OF TRANSPORTATION 1996 (RV)
 QE0227'INTERSECTION WAS REDONE AND SERVICE STAION TORN DOWN. NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0252 ***********************************************************************
 QE0252  DESIGNATION -  A 269
 QE0252  PID         -  QE0252
 QE0252  STATE/COUNTY-  OR/LINN
 QE0252  USGS QUAD   -  GREEN PETER (1984)
 QE0252
 QE0252                         *CURRENT SURVEY CONTROL
 QE0252  ___________________________________________________________________
 QE0252* NAD 83(1986)-  44 24 06.     (N)    122 32 52.     (W)     SCALED    
 QE0252* NAVD 88     -       227.026  (meters)     744.83   (feet)  POSTED    
 QE0252  ___________________________________________________________________
 QE0252  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 QE0252  DYNAMIC HT  -         226.990 (meters)     744.72  (feet)  COMP
 QE0252  MODELED GRAV-     980,440.5   (mgal)                       NAVD 88
 QE0252
 QE0252  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 QE0252
 QE0252.The horizontal coordinates were scaled from a topographic map and have
 QE0252.an estimated accuracy of +/- 6 seconds.
 QE0252
 QE0252.The orthometric height was determined by differential leveling
 QE0252.and adjusted by the  in 1992.
 QE0252.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 QE0252.rate of 1.1 thru 2.0 mm/km.
 QE0252
 QE0252.The geoid height was determined by GEOID03.
 QE0252
 QE0252.The dynamic height is computed by dividing the NAVD 88
 QE0252.geopotential number by the normal gravity value computed on the
 QE0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0252.degrees latitude (g = 980.6199 gals.).
 QE0252
 QE0252.The modeled gravity was interpolated from observed gravity values.
 QE0252
 QE0252;                    North         East    Units  Estimated Accuracy
 QE0252;SPC OR N     -    83,740.    2,336,890.      MT  (+/- 180 meters Scaled)
 QE0252
 QE0252                          SUPERSEDED SURVEY CONTROL
 QE0252
 QE0252  NGVD 29 (??/??/92)  225.961  (m)          741.34   (f) ADJ UNCH    1 2
 QE0252
 QE0252.Superseded values are not recommended for survey control.
 QE0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0252.See file dsdata.txt to determine how the superseded data were derived.
 QE0252
 QE0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ360165(NAD 83)
 QE0252_MARKER: DD = SURVEY DISK
 QE0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0252_STAMPING: 740 A 269
 QE0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0252+STABILITY: SURFACE MOTION
 QE0252
 QE0252  HISTORY     - Date     Condition        Report By
 QE0252  HISTORY     - UNK      MONUMENTED       ORDT
 QE0252  HISTORY     - 1963     GOOD             NGS
 QE0252  HISTORY     - 1986     GOOD             USPSQD
 QE0252
 QE0252                          STATION DESCRIPTION
 QE0252
 QE0252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 QE0252'3.5 MI W FROM CASCADIA.
 QE0252'3.5 MILES WEST ALONG U.S. HIGHWAY 20 FROM THE CASCADIA SCHOOL, 0.3
 QE0252'MILE WEST OF MILE POST NO. 38, 40 FEET NORTH OF THE CENTER OF THE
 QE0252'HIGHWAY, 37 FEET EAST OF A POWER POLE WITH A TRANSFORMER, 1 FOOT SOUTH
 QE0252'OF AN EAST WEST FENCE LINE AND 1 FOOT NORTHWEST OF A WOODEN WITNESS
 QE0252'POST.  SET IN A ROUND CONCRETE MONUMENT THAT PROJECTS 5 INCHES.
 QE0252
 QE0252                          STATION RECOVERY (1986)
 QE0252
 QE0252'RECOVERY NOTE BY US POWER SQUADRON 1986 (CWE)
 QE0252'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0033 ***********************************************************************
 RC0033  DESIGNATION -  A 26=226
 RC0033  PID         -  RC0033
 RC0033  STATE/COUNTY-  OR/GILLIAM
 RC0033  USGS QUAD   -  SUNDALE NW (1971)
 RC0033
 RC0033                         *CURRENT SURVEY CONTROL
 RC0033  ___________________________________________________________________
 RC0033* NAD 83(1986)-  45 41 28.     (N)    120 30 01.     (W)     SCALED    
 RC0033* NAVD 88     -        70.573  (meters)     231.54   (feet)  ADJUSTED  
 RC0033  ___________________________________________________________________
 RC0033  GEOID HEIGHT-         -21.51  (meters)                     GEOID03
 RC0033  DYNAMIC HT  -          70.571 (meters)     231.53  (feet)  COMP
 RC0033  MODELED GRAV-     980,588.7   (mgal)                       NAVD 88
 RC0033
 RC0033  VERT ORDER  -  FIRST     CLASS II
 RC0033
 RC0033.The horizontal coordinates were scaled from a topographic map and have
 RC0033.an estimated accuracy of +/- 6 seconds.
 RC0033
 RC0033.The orthometric height was determined by differential leveling
 RC0033.and adjusted in June 1991.
 RC0033
 RC0033.The geoid height was determined by GEOID03.
 RC0033
 RC0033.The dynamic height is computed by dividing the NAVD 88
 RC0033.geopotential number by the normal gravity value computed on the
 RC0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0033.degrees latitude (g = 980.6199 gals.).
 RC0033
 RC0033.The modeled gravity was interpolated from observed gravity values.
 RC0033
 RC0033;                    North         East    Units  Estimated Accuracy
 RC0033;SPC OR N     -   224,960.    2,499,980.      MT  (+/- 180 meters Scaled)
 RC0033
 RC0033                          SUPERSEDED SURVEY CONTROL
 RC0033
 RC0033  NGVD 29 (??/??/92)   69.588  (m)          228.31   (f) ADJ UNCH    1 2
 RC0033
 RC0033.Superseded values are not recommended for survey control.
 RC0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0033.See file dsdata.txt to determine how the superseded data were derived.
 RC0033
 RC0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR946627(NAD 83)
 RC0033_MARKER: P = PIPE CAP
 RC0033_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RC0033_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RC0033_STAMPING: A 228.234
 RC0033_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC0033
 RC0033  HISTORY     - Date     Condition        Report By
 RC0033  HISTORY     - UNK      MONUMENTED       USGS
 RC0033  HISTORY     - 1943     GOOD             NGS
 RC0033
 RC0033                          STATION DESCRIPTION
 RC0033
 RC0033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 RC0033'IN QUINTON.
 RC0033'AT QUINTON, GILLIAM COUNTY, 189 FEET NORTHWEST OF THE NORTHWEST SIDE
 RC0033'OF THE UNION PACIFIC RAILROAD STATION, AT RAILROAD MILEAGE 123.1,
 RC0033'147.5 FEET NORTHWEST OF THE NORTHWEST SIDE OF A WHITE BUNGALOW, 38.2
 RC0033'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, NEAR A FENCE
 RC0033'CORNER, 23.8 FEET SOUTHEAST OF THE NORTHEAST-AND-SOUTHWEST FENCE, 1.5
 RC0033'FEET SOUTHWEST OF THE NORTHWEST-AND-SOUTHEAST FENCE, AND 2 FEET WEST
 RC0033'OF A WHITE WOODEN WITNESS POST.  A UNITED STATES GEOLOGICAL SURVEY
 RC0033'STANDARD CAP, STAMPED A 228.234 AND RIVETED ON THE TOP OF A 3-1/2-INCH
 RC0033'IRON PIPE ENCASED IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB1060 ***********************************************************************
 RB1060  DESIGNATION -  A 27
 RB1060  PID         -  RB1060
 RB1060  STATE/COUNTY-  OR/MORROW
 RB1060  USGS QUAD   -  BOARDMAN (1993)
 RB1060
 RB1060                         *CURRENT SURVEY CONTROL
 RB1060  ___________________________________________________________________
 RB1060* NAD 83(1986)-  45 51 58.     (N)    119 39 01.     (W)     SCALED    
 RB1060* NAVD 88     -        83.686  (meters)     274.56   (feet)  ADJUSTED  
 RB1060  ___________________________________________________________________
 RB1060  GEOID HEIGHT-         -21.87  (meters)                     GEOID03
 RB1060  DYNAMIC HT  -          83.686 (meters)     274.56  (feet)  COMP
 RB1060  MODELED GRAV-     980,621.9   (mgal)                       NAVD 88
 RB1060
 RB1060  VERT ORDER  -  FIRST     CLASS I
 RB1060
 RB1060.The horizontal coordinates were scaled from a topographic map and have
 RB1060.an estimated accuracy of +/- 6 seconds.
 RB1060
 RB1060.The orthometric height was determined by differential leveling
 RB1060.and adjusted in June 1991.
 RB1060.WARNING-Repeat measurements at this control monument indicate possible
 RB1060.vertical movement.
 RB1060
 RB1060.The geoid height was determined by GEOID03.
 RB1060
 RB1060.The dynamic height is computed by dividing the NAVD 88
 RB1060.geopotential number by the normal gravity value computed on the
 RB1060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB1060.degrees latitude (g = 980.6199 gals.).
 RB1060
 RB1060.The modeled gravity was interpolated from observed gravity values.
 RB1060
 RB1060;                    North         East    Units  Estimated Accuracy
 RB1060;SPC OR N     -   244,760.    2,565,980.      MT  (+/- 180 meters Scaled)
 RB1060
 RB1060                          SUPERSEDED SURVEY CONTROL
 RB1060
 RB1060  NGVD 29 (??/??/92)   82.680  (m)          271.26   (f) ADJ UNCH    1 1
 RB1060
 RB1060.Superseded values are not recommended for survey control.
 RB1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1060.See file dsdata.txt to determine how the superseded data were derived.
 RB1060
 RB1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKL942825(NAD 83)
 RB1060_MARKER: DB = BENCH MARK DISK
 RB1060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB1060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB1060_STAMPING: A 27 1921 ELEV 271.335 PT.
 RB1060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB1060+STABILITY: SURFACE MOTION
 RB1060
 RB1060  HISTORY     - Date     Condition        Report By
 RB1060  HISTORY     - 1921     MONUMENTED       CGS
 RB1060  HISTORY     - 1968     GOOD             NGS
 RB1060
 RB1060                          STATION DESCRIPTION
 RB1060
 RB1060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RB1060'3.3 MI NE FROM BOARDMAN.
 RB1060'2.05 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 RB1060'BOARDMAN, THENCE 1.05 MILES NORTH ALONG THE EAST SHORE LINE OF THE
 RB1060'COLUMBIA RIVER, THENCE 0.2 MILE NORTHEAST ALONG AN ABANDONED RAILROAD
 RB1060'BED, AT THE JUNCTION OF A DIRT ROAD, 28 FEET NORTHWEST OF THE CENTER
 RB1060'LINE OF THE RAILROAD BED, 25 FEET WEST OF THE CENTER LINE OF THE ROAD,
 RB1060'41 FEET NORTH OF THE CENTER OF THE JUNCTION, 1.7 FEET SOUTH OF A
 RB1060'WITNESS POST, ABOUT 1 FOOT LOWER THAN THE RAILROAD BED, AND SET IN THE
 RB1060'TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0899 ***********************************************************************
 QB0899  DESIGNATION -  A 273
 QB0899  PID         -  QB0899
 QB0899  STATE/COUNTY-  OR/BAKER
 QB0899  USGS QUAD   -  BAKER CITY (1994)
 QB0899
 QB0899                         *CURRENT SURVEY CONTROL
 QB0899  ___________________________________________________________________
 QB0899* NAD 83(1986)-  44 46 54.     (N)    117 49 19.     (W)     SCALED    
 QB0899* NAVD 88     -      1046.434  (meters)    3433.18   (feet)  ADJUSTED  
 QB0899  ___________________________________________________________________
 QB0899  GEOID HEIGHT-         -17.13  (meters)                     GEOID03
 QB0899  DYNAMIC HT  -        1046.085 (meters)    3432.03  (feet)  COMP
 QB0899  MODELED GRAV-     980,248.9   (mgal)                       NAVD 88
 QB0899
 QB0899  VERT ORDER  -  FIRST     CLASS II
 QB0899
 QB0899.The horizontal coordinates were scaled from a topographic map and have
 QB0899.an estimated accuracy of +/- 6 seconds.
 QB0899
 QB0899.The orthometric height was determined by differential leveling
 QB0899.and adjusted in June 1991.
 QB0899
 QB0899.The geoid height was determined by GEOID03.
 QB0899
 QB0899.The dynamic height is computed by dividing the NAVD 88
 QB0899.geopotential number by the normal gravity value computed on the
 QB0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0899.degrees latitude (g = 980.6199 gals.).
 QB0899
 QB0899.The modeled gravity was interpolated from observed gravity values.
 QB0899
 QB0899;                    North         East    Units  Estimated Accuracy
 QB0899;SPC OR N     -   127,410.    2,711,900.      MT  (+/- 180 meters Scaled)
 QB0899
 QB0899                          SUPERSEDED SURVEY CONTROL
 QB0899
 QB0899  NGVD 29 (??/??/92) 1045.284  (m)         3429.40   (f) ADJ UNCH    1 2
 QB0899
 QB0899.Superseded values are not recommended for survey control.
 QB0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0899.See file dsdata.txt to determine how the superseded data were derived.
 QB0899
 QB0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK349590(NAD 83)
 QB0899_MARKER: DD = SURVEY DISK
 QB0899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0899_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0899_STAMPING: A 273 1941 0+00 RP 30.08
 QB0899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0899+STABILITY: SURFACE MOTION
 QB0899
 QB0899  HISTORY     - Date     Condition        Report By
 QB0899  HISTORY     - 1941     MONUMENTED       ORDT
 QB0899  HISTORY     - 1941     GOOD             NGS
 QB0899  HISTORY     - 1968     GOOD             NGS
 QB0899
 QB0899                          STATION DESCRIPTION
 QB0899
 QB0899'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QB0899'IN BAKER.
 QB0899'AT BAKER, BAKER COUNTY, NEAR THE NORTH CITY LIMITS, AT THE
 QB0899'INTERSECTION OF CLARK STREET (OREGON 86) AND CAMPBELL STREET, 27 FEET
 QB0899'WEST OF THE CENTER LINE OF CLARK STREET, 25 FEET NORTH OF CAMPBELL
 QB0899'STREET, ACROSS THE HIGHWAY FROM BENCH MARK B 273 (O.S.H.D.), DESCRIBED
 QB0899'BELOW, AND NEAR A WHITE WOODEN WITNESS POST.  AN OREGON STATE HIGHWAY
 QB0899'DEPARTMENT STANDARD DISK, STAMPED A 273 1941 0+00 RP 30.08 AND SET IN
 QB0899'THE TOP OF A CONCRETE POST.
 QB0899
 QB0899                          STATION RECOVERY (1968)
 QB0899
 QB0899'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 QB0899'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0957 ***********************************************************************
 QB0957  DESIGNATION -  A 275
 QB0957  PID         -  QB0957
 QB0957  STATE/COUNTY-  OR/BAKER
 QB0957  USGS QUAD   -  BAKER CITY (1994)
 QB0957
 QB0957                         *CURRENT SURVEY CONTROL
 QB0957  ___________________________________________________________________
 QB0957* NAD 83(1986)-  44 48 51.     (N)    117 45 12.     (W)     SCALED    
 QB0957* NAVD 88     -      1064.488  (meters)    3492.41   (feet)  ADJUSTED  
 QB0957  ___________________________________________________________________
 QB0957  GEOID HEIGHT-         -17.04  (meters)                     GEOID03
 QB0957  DYNAMIC HT  -        1064.156 (meters)    3491.32  (feet)  COMP
 QB0957  MODELED GRAV-     980,268.9   (mgal)                       NAVD 88
 QB0957
 QB0957  VERT ORDER  -  SECOND    CLASS 0
 QB0957
 QB0957.The horizontal coordinates were scaled from a topographic map and have
 QB0957.an estimated accuracy of +/- 6 seconds.
 QB0957
 QB0957.The orthometric height was determined by differential leveling
 QB0957.and adjusted in June 1991.
 QB0957.WARNING-Repeat measurements at this control monument indicate possible
 QB0957.vertical movement.
 QB0957
 QB0957.The geoid height was determined by GEOID03.
 QB0957
 QB0957.The dynamic height is computed by dividing the NAVD 88
 QB0957.geopotential number by the normal gravity value computed on the
 QB0957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0957.degrees latitude (g = 980.6199 gals.).
 QB0957
 QB0957.The modeled gravity was interpolated from observed gravity values.
 QB0957
 QB0957;                    North         East    Units  Estimated Accuracy
 QB0957;SPC OR N     -   131,200.    2,717,200.      MT  (+/- 180 meters Scaled)
 QB0957
 QB0957                          SUPERSEDED SURVEY CONTROL
 QB0957
 QB0957  NGVD 29 (??/??/92) 1063.366  (m)         3488.73   (f) ADJ UNCH    2 0
 QB0957
 QB0957.Superseded values are not recommended for survey control.
 QB0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0957.See file dsdata.txt to determine how the superseded data were derived.
 QB0957
 QB0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK404625(NAD 83)
 QB0957_MARKER: P = PIPE CAP
 QB0957_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QB0957_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QB0957_STAMPING: 3495 BC A 275
 QB0957_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB0957
 QB0957  HISTORY     - Date     Condition        Report By
 QB0957  HISTORY     - UNK      MONUMENTED       USGS
 QB0957  HISTORY     - 1945     GOOD             NGS
 QB0957  HISTORY     - 19930201 MARK NOT FOUND   USGS-R
 QB0957
 QB0957                          STATION DESCRIPTION
 QB0957
 QB0957'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 QB0957'5.9 MI E FROM BAKER.
 QB0957'5.9 MILES EAST ALONG STATE HIGHWAY NO. 86 FROM THE POST OFFICE AT
 QB0957'BAKER, A U.S.G.S. PIPE AND CAP, REINFORCED WITH CONCRETE IN 1945, 700
 QB0957'FEET NORTH OF CENTER-LINE OF HIGHWAY, IN FLAT AT BOTTOM OF GULCH,
 QB0957'STONE MONUMENT CAN BE SEEN ABOUT 1000 FEET EAST UP GULCH.
 QB0957
 QB0957                          STATION RECOVERY (1993)
 QB0957
 QB0957'RECOVERY NOTE BY USGS ROCKY MOUNTAIN MAPPING CENTER 1993 (AJ)
 QB0957'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0488 ***********************************************************************
 NZ0488  DESIGNATION -  A 276
 NZ0488  PID         -  NZ0488
 NZ0488  STATE/COUNTY-  OR/JOSEPHINE
 NZ0488  USGS QUAD   -  GRANTS PASS (1996)
 NZ0488
 NZ0488                         *CURRENT SURVEY CONTROL
 NZ0488  ___________________________________________________________________
 NZ0488* NAD 83(1986)-  42 25 22.     (N)    123 21 41.     (W)     SCALED    
 NZ0488* NAVD 88     -       283.20   (+/-2cm)     929.1    (feet)  VERTCON   
 NZ0488  ___________________________________________________________________
 NZ0488  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 NZ0488  VERT ORDER  -  THIRD (See Below)
 NZ0488
 NZ0488.The horizontal coordinates were scaled from a topographic map and have
 NZ0488.an estimated accuracy of +/- 6 seconds.
 NZ0488
 NZ0488.The NAVD 88 height was computed by applying the VERTCON shift value to
 NZ0488.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NZ0488.The vertical order pertains to the NGVD 29 superseded value.
 NZ0488
 NZ0488.The geoid height was determined by GEOID03.
 NZ0488
 NZ0488;                    North         East    Units  Estimated Accuracy
 NZ0488;SPC OR S     -    88,020.    1,264,560.      MT  (+/- 180 meters Scaled)
 NZ0488
 NZ0488                          SUPERSEDED SURVEY CONTROL
 NZ0488
 NZ0488  NGVD 29 (??/??/??)  282.21   (m)          925.9    (f) RESET       3  
 NZ0488
 NZ0488.Superseded values are not recommended for survey control.
 NZ0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0488.See file dsdata.txt to determine how the superseded data were derived.
 NZ0488
 NZ0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM702967(NAD 83)
 NZ0488_MARKER: DB = BENCH MARK DISK
 NZ0488_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 NZ0488_SP_SET: CONCRETE CULVERT
 NZ0488_STAMPING: A 276 1939 925.2
 NZ0488_MARK LOGO: ORDT  
 NZ0488_MAGNETIC: N = NO MAGNETIC MATERIAL
 NZ0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0488+STABILITY: SURFACE MOTION
 NZ0488_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NZ0488+SATELLITE: SATELLITE OBSERVATIONS - October 17, 1991
 NZ0488
 NZ0488  HISTORY     - Date     Condition        Report By
 NZ0488  HISTORY     - 1939     MONUMENTED       ORDT
 NZ0488  HISTORY     - 1975     GOOD             NGS
 NZ0488  HISTORY     - 1983     GOOD             USGS
 NZ0488  HISTORY     - 19911017 GOOD             NGS
 NZ0488
 NZ0488                          STATION DESCRIPTION
 NZ0488
 NZ0488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 NZ0488'2.5 MI SW FROM GRANTS PASS.
 NZ0488'REACHED FROM THE GRANTS PASS POST OFFICE BY GOING SOUTH ON U. S.
 NZ0488'HIGHWAY 99 FOR 0.9 MILE TO THE JUNCTION WITH U. S. HIGHWAY 199, TURN
 NZ0488'RIGHT, AND GO SOUTHWEST ON U.S. HIGHWAY 199 FOR 0.9 MILE TO THE
 NZ0488'JUNCTION WITH REDWOOD AVENUE AT A FORK, TAKE THE RIGHT FORK, AND GO
 NZ0488'WEST ON REDWOOD AVENUE FOR 0.85 MILE TO THE BENCH MARK ON THE RIGHT,
 NZ0488'50 FEET EAST OF THE PROLONGED CENTER OF PARDEE LANE, 50 FEET WEST OF
 NZ0488'THE PROLONGED CENTER OF WINETEER LANE, 21 FEET NORTH OF THE CENTER OF
 NZ0488'REDWOOD AVENUE, AND 1 FOOT HIGHER THAN REDWOOD AVENUE IN THE NORTH
 NZ0488'HEAD WALL OF A 2 BY 6 FOOT BOX CULVERT UNDER REDWOOD HIGHWAY.
 NZ0488
 NZ0488                          STATION RECOVERY (1983)
 NZ0488
 NZ0488'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 NZ0488'0.8 MILES WEST ALONG US HWY. 199 FROM THE INTERSECTION WITH OREGON
 NZ0488'HWY. 99, THEN 0.7 MILES WEST ALONG REDWOOD AVENUE (OLD HWY 199), IN A
 NZ0488'CULVERT HEADWALL OVER A SMALL CREEK 20 FT. NORTH OF THE CENTERLINE OF
 NZ0488'THE STREET. AN ORHD DISK STAMPED '925.2 A 276 1939'.
 NZ0488
 NZ0488                          STATION RECOVERY (1991)
 NZ0488
 NZ0488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NZ0488'THE MARK IS LOCATED ABOUT 1.5 MILES (2.4 KM) WEST OF THE INTERSECTION
 NZ0488'OF HIGHWAYS 99 AND 199 IN GRANTS PASS.
 NZ0488'THE MARK IS SET INTO THE EAST END OF THE NORTH SIDE OF A CONCRETE
 NZ0488'CULVERT, 6.4 METERS (21.0 FT) NORTH OF THE CENTERLINE OF REDWOOD
 NZ0488'AVENUE AND 15.8 METERS (51.8 FT) WEST OF THE CENTERLINE OF WINTEER
 NZ0488'LANE.
 NZ0488'DESCRIBED BY L.L. RIGGERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0521 ***********************************************************************
 NY0521  DESIGNATION -  A 277
 NY0521  PID         -  NY0521
 NY0521  STATE/COUNTY-  OR/KLAMATH
 NY0521  USGS QUAD   -  CHILOQUIN (1988)
 NY0521
 NY0521                         *CURRENT SURVEY CONTROL
 NY0521  ___________________________________________________________________
 NY0521* NAD 83(1986)-  42 34 59.     (N)    121 51 27.     (W)     SCALED    
 NY0521* NAVD 88     -      1287.730  (meters)    4224.83   (feet)  ADJUSTED  
 NY0521  ___________________________________________________________________
 NY0521  GEOID HEIGHT-         -22.37  (meters)                     GEOID03
 NY0521  DYNAMIC HT  -        1286.988 (meters)    4222.39  (feet)  COMP
 NY0521  MODELED GRAV-     980,000.2   (mgal)                       NAVD 88
 NY0521
 NY0521  VERT ORDER  -  FIRST     CLASS II
 NY0521
 NY0521.The horizontal coordinates were scaled from a topographic map and have
 NY0521.an estimated accuracy of +/- 6 seconds.
 NY0521
 NY0521.The orthometric height was determined by differential leveling
 NY0521.and adjusted in June 1991.
 NY0521
 NY0521.The geoid height was determined by GEOID03.
 NY0521
 NY0521.The dynamic height is computed by dividing the NAVD 88
 NY0521.geopotential number by the normal gravity value computed on the
 NY0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0521.degrees latitude (g = 980.6199 gals.).
 NY0521
 NY0521.The modeled gravity was interpolated from observed gravity values.
 NY0521
 NY0521;                    North         East    Units  Estimated Accuracy
 NY0521;SPC OR S     -   102,700.    1,388,570.      MT  (+/- 180 meters Scaled)
 NY0521
 NY0521                          SUPERSEDED SURVEY CONTROL
 NY0521
 NY0521  NGVD 29 (??/??/92) 1286.591  (m)         4221.09   (f) ADJ UNCH    1 2
 NY0521
 NY0521.Superseded values are not recommended for survey control.
 NY0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0521.See file dsdata.txt to determine how the superseded data were derived.
 NY0521
 NY0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN937151(NAD 83)
 NY0521_MARKER: DB = BENCH MARK DISK
 NY0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NY0521_STAMPING: A 277 1934 4221
 NY0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0521+STABILITY: SURFACE MOTION
 NY0521
 NY0521  HISTORY     - Date     Condition        Report By
 NY0521  HISTORY     - 1934     MONUMENTED       CGS
 NY0521  HISTORY     - 1943     GOOD             NGS
 NY0521  HISTORY     - 1954     GOOD             NGS
 NY0521
 NY0521                          STATION DESCRIPTION
 NY0521
 NY0521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 NY0521'0.45 MI NE FROM CHILOQUIN.
 NY0521'THIS MARK IS ABOUT 0.45 MILE NORTHEAST ALONG THE ROAD TO SPRAGUE RIVER
 NY0521'FROM THE RAILROAD STATION AT CHILOQUIN, KLAMATH COUNTY, 400 FEET NORTH
 NY0521'OF JUNCTION WITH PINE RIDGE ROAD, IN ACUTE ANGLE BETWEEN TWO ROADWAYS,
 NY0521'ABOUT 59.0 FEET EAST OF THE PINE RIDGE ROAD, 71.0 FEET WEST OF THE
 NY0521'CENTER LINE OF THE SPRAGUE RIVER ROAD, ABOUT MIDWAY IN ELEVATION
 NY0521'BETWEEN TWO ROADWAYS, LEVEL WITH GROUND, 2.0 FEET NORTH OF A WHITE
 NY0521'REFERENCE POST.
 NY0521
 NY0521                          STATION RECOVERY (1954)
 NY0521
 NY0521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 NY0521'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0301 ***********************************************************************
 QE0301  DESIGNATION -  A 279
 QE0301  PID         -  QE0301
 QE0301  STATE/COUNTY-  OR/LANE
 QE0301  USGS QUAD   -  VIDA (1988)
 QE0301
 QE0301                         *CURRENT SURVEY CONTROL
 QE0301  ___________________________________________________________________
 QE0301* NAD 83(1986)-  44 08 57.     (N)    122 34 54.     (W)     SCALED    
 QE0301* NAVD 88     -       235.442  (meters)     772.45   (feet)  ADJUSTED  
 QE0301  ___________________________________________________________________
 QE0301  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 QE0301  DYNAMIC HT  -         235.397 (meters)     772.30  (feet)  COMP
 QE0301  MODELED GRAV-     980,422.1   (mgal)                       NAVD 88
 QE0301
 QE0301  VERT ORDER  -  FIRST     CLASS II
 QE0301
 QE0301.The horizontal coordinates were scaled from a topographic map and have
 QE0301.an estimated accuracy of +/- 6 seconds.
 QE0301
 QE0301.The orthometric height was determined by differential leveling
 QE0301.and adjusted in June 1991.
 QE0301.WARNING-Repeat measurements at this control monument indicate possible
 QE0301.vertical movement.
 QE0301
 QE0301.The geoid height was determined by GEOID03.
 QE0301
 QE0301.The dynamic height is computed by dividing the NAVD 88
 QE0301.geopotential number by the normal gravity value computed on the
 QE0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0301.degrees latitude (g = 980.6199 gals.).
 QE0301
 QE0301.The modeled gravity was interpolated from observed gravity values.
 QE0301
 QE0301;                    North         East    Units  Estimated Accuracy
 QE0301;SPC OR S     -   277,850.    1,333,470.      MT  (+/- 180 meters Scaled)
 QE0301
 QE0301                          SUPERSEDED SURVEY CONTROL
 QE0301
 QE0301  NGVD 29 (??/??/92)  234.316  (m)          768.75   (f) ADJ UNCH    1 2
 QE0301
 QE0301.Superseded values are not recommended for survey control.
 QE0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0301.See file dsdata.txt to determine how the superseded data were derived.
 QE0301
 QE0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP334885(NAD 83)
 QE0301_MARKER: DD = SURVEY DISK
 QE0301_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QE0301_SP_SET: WINGWALL
 QE0301_STAMPING: A 279 1939 768.6
 QE0301_MARK LOGO: ORHD  
 QE0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0301+STABILITY: SURFACE MOTION
 QE0301
 QE0301  HISTORY     - Date     Condition        Report By
 QE0301  HISTORY     - 1939     MONUMENTED       ORDT
 QE0301  HISTORY     - 1943     GOOD             NGS
 QE0301  HISTORY     - 1987     GOOD             NGS
 QE0301  HISTORY     - 1989     GOOD             USPSQD
 QE0301
 QE0301                          STATION DESCRIPTION
 QE0301
 QE0301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QE0301'0.5 MI SW FROM VIDA.
 QE0301'THIS MARK IS ABOUT 0.5 MILE SOUTHWEST ALONG U.S. HIGHWAY 28 FROM THE
 QE0301'POST OFFICE AT VIDA, LANE COUNTY, SET IN THE TOP OF THE SOUTHEAST WING
 QE0301'OF THE EAST ABUTMENT OF A BRIDGE OVER INDIAN CREEK, 14.5 FEET SOUTH OF
 QE0301'THE CENTER LINE OF HIGHWAY.
 QE0301
 QE0301                          STATION RECOVERY (1987)
 QE0301
 QE0301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE0301'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  38.9 KM
 QE0301'(24.15 MI) EASTERLY ALONG STATE HIGHWAY 126 FROM ITS JUNCTION WITH
 QE0301'SOUTH 5TH STREET IN SPRINGFIELD, OR 39.5 KM (24.55 MI) WESTERLY ALONG
 QE0301'STATE HIGHWAY 126 FROM ITS JUNCTION WITH TAYLOR ROAD IN MCKINZIE
 QE0301'BRIDGE, IN TOP OF THE SOUTHEAST WINGWALL OF THE EAST ABUTMENT OF
 QE0301'BRIDGE SPANNING INDIAN CREEK, 4.7 M (15.4 FT) SOUTH OF THE CENTERLINE
 QE0301'OF THE HIGHWAY, AND 0.2 M (0.7 FT) NORTHWEST OF THE SOUTHEAST END OF
 QE0301'THE WINGWALL.
 QE0301'THE MARK IS 0.2 M BELOW THE HIGHWAY.
 QE0301
 QE0301                          STATION RECOVERY (1989)
 QE0301
 QE0301'RECOVERY NOTE BY US POWER SQUADRON 1989 (JW)
 QE0301'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0736 ***********************************************************************
 RD0736  DESIGNATION -  A 283
 RD0736  PID         -  RD0736
 RD0736  STATE/COUNTY-  OR/TILLAMOOK
 RD0736  USGS QUAD   -  JORDAN CREEK (1984)
 RD0736
 RD0736                         *CURRENT SURVEY CONTROL
 RD0736  ___________________________________________________________________
 RD0736* NAD 83(1986)-  45 34 23.     (N)    123 33 48.     (W)     SCALED    
 RD0736* NAVD 88     -       149.773  (meters)     491.38   (feet)  ADJUSTED  
 RD0736  ___________________________________________________________________
 RD0736  GEOID HEIGHT-         -20.71  (meters)                     GEOID03
 RD0736  DYNAMIC HT  -         149.785 (meters)     491.42  (feet)  COMP
 RD0736  MODELED GRAV-     980,693.3   (mgal)                       NAVD 88
 RD0736
 RD0736  VERT ORDER  -  SECOND    CLASS 0
 RD0736
 RD0736.The horizontal coordinates were scaled from a topographic map and have
 RD0736.an estimated accuracy of +/- 6 seconds.
 RD0736
 RD0736.The orthometric height was determined by differential leveling
 RD0736.and adjusted in June 1991.
 RD0736
 RD0736.The geoid height was determined by GEOID03.
 RD0736
 RD0736.The dynamic height is computed by dividing the NAVD 88
 RD0736.geopotential number by the normal gravity value computed on the
 RD0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0736.degrees latitude (g = 980.6199 gals.).
 RD0736
 RD0736.The modeled gravity was interpolated from observed gravity values.
 RD0736
 RD0736;                    North         East    Units  Estimated Accuracy
 RD0736;SPC OR N     -   216,380.    2,260,960.      MT  (+/- 180 meters Scaled)
 RD0736
 RD0736                          SUPERSEDED SURVEY CONTROL
 RD0736
 RD0736  NGVD 29 (??/??/92)  148.718  (m)          487.92   (f) ADJ UNCH    2 0
 RD0736
 RD0736.Superseded values are not recommended for survey control.
 RD0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0736.See file dsdata.txt to determine how the superseded data were derived.
 RD0736
 RD0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR560467(NAD 83)
 RD0736_MARKER: DD = SURVEY DISK
 RD0736_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD0736_SP_SET: CULVERT
 RD0736_STAMPING: A 283 1939
 RD0736_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0736
 RD0736  HISTORY     - Date     Condition        Report By
 RD0736  HISTORY     - 1939     MONUMENTED       ORDT
 RD0736  HISTORY     - 1962     MARK NOT FOUND   NGS
 RD0736  HISTORY     - 19921025 MARK NOT FOUND   USPSQD
 RD0736
 RD0736                          STATION DESCRIPTION
 RD0736
 RD0736'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RD0736'17.3 MI SW FROM GLENWOOD.
 RD0736'SOUTHWEST ALONG STATE HIGHWAY 6, 17.3 MILES FROM THE GLENWOOD POST
 RD0736'OFFICE, IN A MASONRY CULVERT HEADWALL, 25 FEET NORTH OF THE CENTER
 RD0736'LINE OF THE HIGHWAY.  WITNESS POST SET.  THIS MARK WAS NOT FOUND.
 RD0736
 RD0736                          STATION RECOVERY (1992)
 RD0736
 RD0736'RECOVERY NOTE BY US POWER SQUADRON 1992 (KRN)
 RD0736'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0083 ***********************************************************************
 RC0083  DESIGNATION -  A 287
 RC0083  PID         -  RC0083
 RC0083  STATE/COUNTY-  OR/GILLIAM
 RC0083  USGS QUAD   -  SUNDALE (1971)
 RC0083
 RC0083                         *CURRENT SURVEY CONTROL
 RC0083  ___________________________________________________________________
 RC0083* NAD 83(1986)-  45 42 54.     (N)    120 15 36.     (W)     SCALED    
 RC0083* NAVD 88     -        71.992  (meters)     236.19   (feet)  ADJUSTED  
 RC0083  ___________________________________________________________________
 RC0083  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 RC0083  DYNAMIC HT  -          71.991 (meters)     236.19  (feet)  COMP
 RC0083  MODELED GRAV-     980,602.7   (mgal)                       NAVD 88
 RC0083
 RC0083  VERT ORDER  -  FIRST     CLASS II
 RC0083
 RC0083.The horizontal coordinates were scaled from a topographic map and have
 RC0083.an estimated accuracy of +/- 6 seconds.
 RC0083
 RC0083.The orthometric height was determined by differential leveling
 RC0083.and adjusted in June 1991.
 RC0083
 RC0083.The geoid height was determined by GEOID03.
 RC0083
 RC0083.The dynamic height is computed by dividing the NAVD 88
 RC0083.geopotential number by the normal gravity value computed on the
 RC0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0083.degrees latitude (g = 980.6199 gals.).
 RC0083
 RC0083.The modeled gravity was interpolated from observed gravity values.
 RC0083
 RC0083;                    North         East    Units  Estimated Accuracy
 RC0083;SPC OR N     -   227,650.    2,518,690.      MT  (+/- 180 meters Scaled)
 RC0083
 RC0083                          SUPERSEDED SURVEY CONTROL
 RC0083
 RC0083  NGVD 29 (??/??/92)   71.000  (m)          232.94   (f) ADJ UNCH    1 2
 RC0083
 RC0083.Superseded values are not recommended for survey control.
 RC0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0083.See file dsdata.txt to determine how the superseded data were derived.
 RC0083
 RC0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGR132660(NAD 83)
 RC0083_MARKER: DD = SURVEY DISK
 RC0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC0083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC0083_STAMPING: A 287 1940
 RC0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0083+STABILITY: SURFACE MOTION
 RC0083
 RC0083  HISTORY     - Date     Condition        Report By
 RC0083  HISTORY     - 1940     MONUMENTED       ORDT
 RC0083  HISTORY     - 1962     GOOD             NGS
 RC0083
 RC0083                          STATION DESCRIPTION
 RC0083
 RC0083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RC0083'2.8 MI W FROM ARLINGTON.
 RC0083'FROM THE JUNCTION OF U.S. HIGHWAY 30 AND STATE HIGHWAY 19 AT ARLINGTON
 RC0083'GO WEST ON U.S. HIGHWAY 30 FOR 2.8 MILES THIS IS ABOUT 0.3 MILE WEST
 RC0083'OF HIGHWAY MILE POST 134, ABOUT 50 FEET NORTH OF THE CENTER LINE OF
 RC0083'THE HIGHWAY, ABOUT 25 YARDS EAST-NORTHEAST OF A HIGHWAY SIGN DEPOSIT
 RC0083'LITTER BAGS 1/4 MILE, ABOUT 1-FOOT SOUTH OF AN EAST-WEST FENCE, 0.5
 RC0083'FOOT SOUTH OF A WITNESS POST.  TOP OF MARK IS ABOUT 0.3 FOOT ABOVE
 RC0083'GROUND AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0454 ***********************************************************************
 RC0454  DESIGNATION -  A 290
 RC0454  PID         -  RC0454
 RC0454  STATE/COUNTY-  OR/WASCO
 RC0454  USGS QUAD   -  SHANIKO (1971)
 RC0454
 RC0454                         *CURRENT SURVEY CONTROL
 RC0454  ___________________________________________________________________
 RC0454* NAD 83(1986)-  45 00 19.     (N)    120 47 09.     (W)     SCALED    
 RC0454* NAVD 88     -      1041.568  (meters)    3417.21   (feet)  ADJUSTED  
 RC0454  ___________________________________________________________________
 RC0454  GEOID HEIGHT-         -20.67  (meters)                     GEOID03
 RC0454  DYNAMIC HT  -        1041.300 (meters)    3416.33  (feet)  COMP
 RC0454  MODELED GRAV-     980,323.5   (mgal)                       NAVD 88
 RC0454
 RC0454  VERT ORDER  -  SECOND    CLASS 0
 RC0454
 RC0454.The horizontal coordinates were scaled from a topographic map and have
 RC0454.an estimated accuracy of +/- 6 seconds.
 RC0454
 RC0454.The orthometric height was determined by differential leveling
 RC0454.and adjusted in June 1991.
 RC0454
 RC0454.The geoid height was determined by GEOID03.
 RC0454
 RC0454.The dynamic height is computed by dividing the NAVD 88
 RC0454.geopotential number by the normal gravity value computed on the
 RC0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0454.degrees latitude (g = 980.6199 gals.).
 RC0454
 RC0454.The modeled gravity was interpolated from observed gravity values.
 RC0454
 RC0454;                    North         East    Units  Estimated Accuracy
 RC0454;SPC OR N     -   148,790.    2,477,470.      MT  (+/- 180 meters Scaled)
 RC0454
 RC0454                          SUPERSEDED SURVEY CONTROL
 RC0454
 RC0454  NGVD 29 (??/??/92) 1040.419  (m)         3413.44   (f) ADJ UNCH    2 0
 RC0454
 RC0454.Superseded values are not recommended for survey control.
 RC0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0454.See file dsdata.txt to determine how the superseded data were derived.
 RC0454
 RC0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ744859(NAD 83)
 RC0454_MARKER: DD = SURVEY DISK
 RC0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC0454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC0454_STAMPING: A 290 1934
 RC0454_MARK LOGO: ORDT  
 RC0454_PROJECTION: PROJECTING 18 CENTIMETERS
 RC0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0454+STABILITY: SURFACE MOTION
 RC0454
 RC0454  HISTORY     - Date     Condition        Report By
 RC0454  HISTORY     - 1934     MONUMENTED       ORDT
 RC0454  HISTORY     - 1962     GOOD             NGS
 RC0454  HISTORY     - 1978     GOOD             NGS
 RC0454  HISTORY     - 1987     GOOD             NGS
 RC0454
 RC0454                          STATION DESCRIPTION
 RC0454
 RC0454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RC0454'1.4 MI SW FROM SHANIKO.
 RC0454'REACHED FROM THE POST OFFICE AT SHANIKO GO SOUTHWEST ON U.S. HIGHWAY
 RC0454'197 FOR 1.4 MILES TO THE JUNCTION WITH THE BAKEOVEN ROAD, 42 FEET EAST
 RC0454'OF THE CENTER OF THE BAKEOVEN ROAD, 155 FEET NORTHWEST OF THE HIGHWAY
 RC0454'DIRECTIONAL SIGN THAT IS AT THE NORTHWEST POINT OF THE TRIANGLE, 2
 RC0454'FEET NORTH OF THE RIGHT OF WAY FENCE, 2 FEET EAST OF A ROCK-CRIB FENCE
 RC0454'POST AND 1 FOOT EAST OF A WITNESS POST.  TOP OF THE CONCRETE POST IS
 RC0454'PROJECTING ABOUT 8 INCHES ABOVE GROUND.
 RC0454
 RC0454                          STATION RECOVERY (1978)
 RC0454
 RC0454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 RC0454'REACHED FROM THE SHANIKO POST OFFICE BY GOING SOUTHWEST ON U.S.
 RC0454'HIGHWAY 97 FOR 1.7 MILES TO A SIDE ROAD RIGHT, AND THE BENCH MARK ON
 RC0454'THE RIGHT, 0.15 MILE WEST OF MILEPOST NO 58, 200 FEET NORTH OF THE
 RC0454'CENTER OF U.S. HIGHWAY 97, ACROSS THE BAKEOVEN ROAD, FROM A HIGHWAY
 RC0454'STOCK-PILE, 40 FEET EAST OF THE CENTER OF BAKEOVEN ROAD, 8 FEET
 RC0454'SOUTHEAST OF THE SOUTH END OF A GATE, 3 FEET SOUTH OF A ROCK CRIBBED
 RC0454'POST, AND 2 FEET EAST OF THE RIGHT-OF-WAY FENCE, SET IN A ROUND
 RC0454'CONCRETE MONUMENT THAT PROJECTS 6-INCHES.
 RC0454
 RC0454                          STATION RECOVERY (1987)
 RC0454
 RC0454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RC0454'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.4 KM
 RC0454'(1.50 MI) WEST ALONG US HIGHWAY 97 FROM THE JUNCTION OF STATE HIGHWAY
 RC0454'218 IN SHANIKO, THENCE 0.08 KM (0.05 MI) NORTHWEST ALONG BAKEOVEN
 RC0454'ROAD, 12.2 M (40.0 FT) NORTHEAST OF THE ROAD CENTERLINE, 0.6 M
 RC0454'(2.0 FT) SOUTHEAST OF A ROCK CRIB FENCE POST, 0.6 M (2.0 FT) NORTH OF
 RC0454'A FENCE.
 RC0454'THE MARK IS 0.30 METERS  NW FROM  A WITNESS POST
 RC0454'THE MARK IS 0.2 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1314 ***********************************************************************
 QE1314  DESIGNATION -  A 3
 QE1314  PID         -  QE1314
 QE1314  STATE/COUNTY-  OR/LINCOLN
 QE1314  USGS QUAD   -  WALDPORT (1984)
 QE1314
 QE1314                         *CURRENT SURVEY CONTROL
 QE1314  ___________________________________________________________________
 QE1314* NAD 83(1986)-  44 26 05.     (N)    124 04 25.     (W)     SCALED    
 QE1314* NAVD 88     -        21.511  (meters)      70.57   (feet)  ADJUSTED  
 QE1314  ___________________________________________________________________
 QE1314  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 QE1314  DYNAMIC HT  -          21.510 (meters)      70.57  (feet)  COMP
 QE1314  MODELED GRAV-     980,576.4   (mgal)                       NAVD 88
 QE1314
 QE1314  VERT ORDER  -  FIRST     CLASS II
 QE1314
 QE1314.The horizontal coordinates were scaled from a topographic map and have
 QE1314.an estimated accuracy of +/- 6 seconds.
 QE1314
 QE1314.The orthometric height was determined by differential leveling
 QE1314.and adjusted in June 1991.
 QE1314
 QE1314.The geoid height was determined by GEOID03.
 QE1314
 QE1314.The dynamic height is computed by dividing the NAVD 88
 QE1314.geopotential number by the normal gravity value computed on the
 QE1314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1314.degrees latitude (g = 980.6199 gals.).
 QE1314
 QE1314.The modeled gravity was interpolated from observed gravity values.
 QE1314
 QE1314;                    North         East    Units  Estimated Accuracy
 QE1314;SPC OR N     -    91,640.    2,215,580.      MT  (+/- 180 meters Scaled)
 QE1314
 QE1314                          SUPERSEDED SURVEY CONTROL
 QE1314
 QE1314  NGVD 29 (??/??/92)   20.509  (m)           67.29   (f) ADJ UNCH    1 2
 QE1314
 QE1314.Superseded values are not recommended for survey control.
 QE1314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1314.See file dsdata.txt to determine how the superseded data were derived.
 QE1314
 QE1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ145207(NAD 83)
 QE1314_MARKER: DD = SURVEY DISK
 QE1314_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QE1314_SP_SET: BRIDGE DECK
 QE1314_STAMPING: REF A3 1936
 QE1314_MARK LOGO: ORHD  
 QE1314_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE1314
 QE1314  HISTORY     - Date     Condition        Report By
 QE1314  HISTORY     - 1936     MONUMENTED       CGS
 QE1314  HISTORY     - 1941     GOOD             NGS
 QE1314  HISTORY     - 1988     POOR             NGS
 QE1314  HISTORY     - 1989     GOOD             USPSQD
 QE1314  HISTORY     - 20020303 MARK NOT FOUND   USPSQD
 QE1314
 QE1314                          STATION DESCRIPTION
 QE1314
 QE1314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QE1314'0.65 MI N FROM WALDPORT.
 QE1314'ALONG U. S. HIGHWAY 101, 0.65 MILES NORTH OF WALDPORT, 135 FEET SOUTH
 QE1314'OF THE NORTH END OF ALSEA BAY BRIDGE, 3 FEET NORTH OF TRAVERSE SEAM IN
 QE1314'PAVEMENT, AT POINT OF CURVATURE, IN THE CENTER OF THE CONCRETE DECK.
 QE1314
 QE1314                          STATION RECOVERY (1988)
 QE1314
 QE1314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QE1314'RECOVERED IN POOR CONDITION.  NOTE--THE DISK HAS BEEN MUTILATED AND
 QE1314'THE STAMPING IS ILLEGIBLE.  NOT LEVELED TO THIS SURVEY.
 QE1314
 QE1314                          STATION RECOVERY (1989)
 QE1314
 QE1314'RECOVERY NOTE BY US POWER SQUADRON 1989 (AES)
 QE1314'RECOVERED IN GOOD CONDITION.
 QE1314
 QE1314                          STATION RECOVERY (2002)
 QE1314
 QE1314'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 QE1314'BRIDGE HAS BEEN REPLACED
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0062 ***********************************************************************
 NZ0062  DESIGNATION -  A 3
 NZ0062  PID         -  NZ0062
 NZ0062  STATE/COUNTY-  OR/JACKSON
 NZ0062  USGS QUAD   -  UNION CREEK (1989)
 NZ0062
 NZ0062                         *CURRENT SURVEY CONTROL
 NZ0062  ___________________________________________________________________
 NZ0062* NAD 83(1986)-  42 56 28.     (N)    122 25 07.     (W)     SCALED    
 NZ0062* NAVD 88     -      1102.357  (meters)    3616.65   (feet)  ADJUSTED  
 NZ0062  ___________________________________________________________________
 NZ0062  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 NZ0062  DYNAMIC HT  -        1101.810 (meters)    3614.86  (feet)  COMP
 NZ0062  MODELED GRAV-     980,086.4   (mgal)                       NAVD 88
 NZ0062
 NZ0062  VERT ORDER  -  SECOND    CLASS 0
 NZ0062
 NZ0062.The horizontal coordinates were scaled from a topographic map and have
 NZ0062.an estimated accuracy of +/- 6 seconds.
 NZ0062
 NZ0062.The orthometric height was determined by differential leveling
 NZ0062.and adjusted in June 1991.
 NZ0062
 NZ0062.The geoid height was determined by GEOID03.
 NZ0062
 NZ0062.The dynamic height is computed by dividing the NAVD 88
 NZ0062.geopotential number by the normal gravity value computed on the
 NZ0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0062.degrees latitude (g = 980.6199 gals.).
 NZ0062
 NZ0062.The modeled gravity was interpolated from observed gravity values.
 NZ0062
 NZ0062;                    North         East    Units  Estimated Accuracy
 NZ0062;SPC OR S     -   143,360.    1,343,430.      MT  (+/- 180 meters Scaled)
 NZ0062
 NZ0062                          SUPERSEDED SURVEY CONTROL
 NZ0062
 NZ0062  NGVD 29 (??/??/92) 1101.129  (m)         3612.62   (f) ADJ UNCH    2 0
 NZ0062
 NZ0062.Superseded values are not recommended for survey control.
 NZ0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0062.See file dsdata.txt to determine how the superseded data were derived.
 NZ0062
 NZ0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN474544(NAD 83)
 NZ0062_MARKER: DD = SURVEY DISK
 NZ0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ0062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NZ0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0062+STABILITY: SURFACE MOTION
 NZ0062
 NZ0062  HISTORY     - Date     Condition        Report By
 NZ0062  HISTORY     - UNK      MONUMENTED       BPR
 NZ0062  HISTORY     - 1969     GOOD             NGS
 NZ0062
 NZ0062                          STATION DESCRIPTION
 NZ0062
 NZ0062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 NZ0062'2.9 MI NE FROM UNION CREEK.
 NZ0062'1.3 MILES NORTHEAST ALONG STATE HIGHWAY 62 FROM THE UNION CREEK RANGER
 NZ0062'STATION TO THE JUNCTION WITH STATE HIGHWAY 230, THENCE NORTH ALONG
 NZ0062'STATE HIGHWAY 230 FOR 1.6 MILES TO THE BENCH MARK ON THE LEFT ON THE
 NZ0062'OUTSIDE OF A CURVE, 0.45 MILE SOUTH OF MILE POST NO. 2, 47 FEET WEST
 NZ0062'OF THE CENTER OF THE HIGHWAY, 0.5 FOOT NORTH OF A METAL WITNESS POST
 NZ0062'AND 2 1/2 FEET LOWER THAN THE HIGHWAY SET IN A 12-INCH SQUARE CONCRETE
 NZ0062'MONUMENT THAT PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0543 ***********************************************************************
 RD0543  DESIGNATION -  A 30
 RD0543  PID         -  RD0543
 RD0543  STATE/COUNTY-  OR/MULTNOMAH
 RD0543  USGS QUAD   -  SAUVIE ISLAND (1990)
 RD0543
 RD0543                         *CURRENT SURVEY CONTROL
 RD0543  ___________________________________________________________________
 RD0543* NAD 83(1986)-  45 41 30.     (N)    122 52 14.     (W)     SCALED    
 RD0543* NAVD 88     -        10.967  (meters)      35.98   (feet)  POSTED    
 RD0543  ___________________________________________________________________
 RD0543  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 RD0543  DYNAMIC HT  -          10.970 (meters)      35.99  (feet)  COMP
 RD0543  MODELED GRAV-     980,636.4   (mgal)                       NAVD 88
 RD0543
 RD0543  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 RD0543
 RD0543.The horizontal coordinates were scaled from a topographic map and have
 RD0543.an estimated accuracy of +/- 6 seconds.
 RD0543
 RD0543.The orthometric height was determined by differential leveling
 RD0543.and adjusted by the  in 1992.
 RD0543.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 RD0543.rate of 1.1 thru 2.0 mm/km.
 RD0543
 RD0543.The geoid height was determined by GEOID03.
 RD0543
 RD0543.The dynamic height is computed by dividing the NAVD 88
 RD0543.geopotential number by the normal gravity value computed on the
 RD0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0543.degrees latitude (g = 980.6199 gals.).
 RD0543
 RD0543.The modeled gravity was interpolated from observed gravity values.
 RD0543
 RD0543;                    North         East    Units  Estimated Accuracy
 RD0543;SPC OR N     -   227,730.    2,315,390.      MT  (+/- 180 meters Scaled)
 RD0543
 RD0543                          SUPERSEDED SURVEY CONTROL
 RD0543
 RD0543  NGVD 29 (??/??/92)    9.948  (m)           32.64   (f) ADJ UNCH    1 2
 RD0543
 RD0543.Superseded values are not recommended for survey control.
 RD0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0543.See file dsdata.txt to determine how the superseded data were derived.
 RD0543
 RD0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER100597(NAD 83)
 RD0543_MARKER: DB = BENCH MARK DISK
 RD0543_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RD0543_SP_SET: ABUTMENT
 RD0543_STAMPING: A 30 1920
 RD0543_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RD0543
 RD0543  HISTORY     - Date     Condition        Report By
 RD0543  HISTORY     - 1920     MONUMENTED       CGS
 RD0543  HISTORY     - 1972     GOOD             NGS
 RD0543  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 RD0543  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 RD0543  HISTORY     - 19940420 MARK NOT FOUND   USPSQD
 RD0543  HISTORY     - 20040811 MARK NOT FOUND   USPSQD
 RD0543
 RD0543                          STATION DESCRIPTION
 RD0543
 RD0543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 RD0543'3.6 MI NW FROM BURLINGTON.
 RD0543'3.6 MILES NORTHWEST ALONG U.S. HIGHWAY 30 FROM BURLINGTON, 0.4 MILE
 RD0543'SOUTH OF THE ROAD TO ROCKY POINT YACHT CLUB, AT RAILROAD BRIDGE NO. A
 RD0543'15.3, CEMENTED IN A DRILL HOLE AT THE EAST END OF THE NORTH ABUTMENT
 RD0543'OF THE BRIDGE, 4.5 FEET EAST OF THE NEAREST RAIL, AND 1 FOOT LOWER
 RD0543'THAN THE TRACKS.
 RD0543
 RD0543                          STATION RECOVERY (1989)
 RD0543
 RD0543'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RD0543'MARK NOT FOUND.
 RD0543
 RD0543                          STATION RECOVERY (1990)
 RD0543
 RD0543'RECOVERY NOTE BY US POWER SQUADRON 1990 (FV)
 RD0543'MARK NOT FOUND.
 RD0543
 RD0543                          STATION RECOVERY (1994)
 RD0543
 RD0543'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD0543'MARK NOT FOUND.
 RD0543
 RD0543                          STATION RECOVERY (2004)
 RD0543
 RD0543'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 RD0543'RR TIE HAS BEEN PLACED DIRECTLY ON THE CENTER OF THE ABUTMENT. DISK
 RD0543'COULD STILL BE IN PLACE BUT UNABLE TO CONFIRM. STATION IS UNUSABLE BUT
 RD0543'MAY STILL EXIST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0807 ***********************************************************************
 QD0807  DESIGNATION -  A 30 RESET
 QD0807  PID         -  QD0807
 QD0807  STATE/COUNTY-  OR/DESCHUTES
 QD0807  USGS QUAD   -  BEND (1981)
 QD0807
 QD0807                         *CURRENT SURVEY CONTROL
 QD0807  ___________________________________________________________________
 QD0807* NAD 83(1986)-  44 03 37.     (N)    121 18 44.     (W)     SCALED    
 QD0807* NAVD 88     -      1107.002  (meters)    3631.89   (feet)  ADJUSTED  
 QD0807  ___________________________________________________________________
 QD0807  GEOID HEIGHT-         -20.93  (meters)                     GEOID03
 QD0807  DYNAMIC HT  -        1106.563 (meters)    3630.45  (feet)  COMP
 QD0807  MODELED GRAV-     980,184.4   (mgal)                       NAVD 88
 QD0807
 QD0807  VERT ORDER  -  SECOND    CLASS 0
 QD0807
 QD0807.The horizontal coordinates were scaled from a topographic map and have
 QD0807.an estimated accuracy of +/- 6 seconds.
 QD0807
 QD0807.The orthometric height was determined by differential leveling
 QD0807.and adjusted in June 1991.
 QD0807
 QD0807.The geoid height was determined by GEOID03.
 QD0807
 QD0807.The dynamic height is computed by dividing the NAVD 88
 QD0807.geopotential number by the normal gravity value computed on the
 QD0807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0807.degrees latitude (g = 980.6199 gals.).
 QD0807
 QD0807.The modeled gravity was interpolated from observed gravity values.
 QD0807
 QD0807;                    North         East    Units  Estimated Accuracy
 QD0807;SPC OR S     -   266,220.    1,434,920.      MT  (+/- 180 meters Scaled)
 QD0807
 QD0807                          SUPERSEDED SURVEY CONTROL
 QD0807
 QD0807  NGVD 29 (??/??/92) 1105.832  (m)         3628.05   (f) ADJ UNCH    2 0
 QD0807
 QD0807.Superseded values are not recommended for survey control.
 QD0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0807.See file dsdata.txt to determine how the superseded data were derived.
 QD0807
 QD0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP351799(NAD 83)
 QD0807_MARKER: DB = BENCH MARK DISK
 QD0807_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QD0807_SP_SET: STEP
 QD0807_STAMPING: A 30 1921 ELEV. 3628.055 FT RESET
 QD0807_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0807
 QD0807  HISTORY     - Date     Condition        Report By
 QD0807  HISTORY     - 1921     MONUMENTED       CGS
 QD0807  HISTORY     - 1943     GOOD             NGS
 QD0807  HISTORY     - 19880713 MARK NOT FOUND   NGS
 QD0807
 QD0807                          STATION DESCRIPTION
 QD0807
 QD0807'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QD0807'IN BEND.
 QD0807'AT BEND, AT THE JUNCTION OF GREENWOOD AND WALL STREETS, SET IN THE TOP
 QD0807'OF THE BOTTOM CONCRETE STEP OF THE STEPS LEADING FROM WALL STREET TO
 QD0807'THE SOUTHEAST (MAIN) ENTRANCE TO THE PILOT BUTTE INN, 8.0 INCHES NORTH
 QD0807'OF THE NORTH END OF THE SECOND STEP, 8.0 INCHES EAST OF THE STONE FACE
 QD0807'OF THE BUILDING, 8.0 INCHES ABOVE THE LEVEL OF THE SIDEWALK ALONG THE
 QD0807'WEST SIDE OF WALL STREET.
 QD0807
 QD0807                          STATION RECOVERY (1988)
 QD0807
 QD0807'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QD0807'THE BUILDING HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0807 ***********************************************************************
 RA0807  DESIGNATION -  A 304
 RA0807  PID         -  RA0807
 RA0807  STATE/COUNTY-  OR/UNION
 RA0807  USGS QUAD   -  NORTH POWDER (1994)
 RA0807
 RA0807                         *CURRENT SURVEY CONTROL
 RA0807  ___________________________________________________________________
 RA0807* NAD 83(1986)-  45 01 34.     (N)    117 55 14.     (W)     SCALED    
 RA0807* NAVD 88     -      1000.302  (meters)    3281.82   (feet)  ADJUSTED  
 RA0807  ___________________________________________________________________
 RA0807  GEOID HEIGHT-         -17.16  (meters)                     GEOID03
 RA0807  DYNAMIC HT  -        1000.021 (meters)    3280.90  (feet)  COMP
 RA0807  MODELED GRAV-     980,302.7   (mgal)                       NAVD 88
 RA0807
 RA0807  VERT ORDER  -  FIRST     CLASS II
 RA0807
 RA0807.The horizontal coordinates were scaled from a topographic map and have
 RA0807.an estimated accuracy of +/- 6 seconds.
 RA0807
 RA0807.The orthometric height was determined by differential leveling
 RA0807.and adjusted in June 1991.
 RA0807
 RA0807.The geoid height was determined by GEOID03.
 RA0807
 RA0807.The dynamic height is computed by dividing the NAVD 88
 RA0807.geopotential number by the normal gravity value computed on the
 RA0807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0807.degrees latitude (g = 980.6199 gals.).
 RA0807
 RA0807.The modeled gravity was interpolated from observed gravity values.
 RA0807
 RA0807;                    North         East    Units  Estimated Accuracy
 RA0807;SPC OR N     -   154,310.    2,703,230.      MT  (+/- 180 meters Scaled)
 RA0807
 RA0807                          SUPERSEDED SURVEY CONTROL
 RA0807
 RA0807  NGVD 29 (??/??/92)  999.200  (m)         3278.21   (f) ADJ UNCH    1 2
 RA0807
 RA0807.Superseded values are not recommended for survey control.
 RA0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0807.See file dsdata.txt to determine how the superseded data were derived.
 RA0807
 RA0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK274862(NAD 83)
 RA0807_MARKER: DD = SURVEY DISK
 RA0807_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RA0807_SP_SET: CURB
 RA0807_STAMPING: 3279 A 304 1934
 RA0807_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RA0807
 RA0807  HISTORY     - Date     Condition        Report By
 RA0807  HISTORY     - 1934     MONUMENTED       ORDT
 RA0807
 RA0807                          STATION DESCRIPTION
 RA0807
 RA0807'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1934
 RA0807'IN NORTH POWDER.
 RA0807'AT NORTH POWDER, UNION COUNTY, AT THE OREGON TRAIL (U.S. 30) VIADUCT
 RA0807'OVER THE UNION PACIFIC RAILROAD, 75 FEET SOUTH OF HIGHWAY MILEPOST
 RA0807'318, AT THE NORTHWEST END OF THE VIADUCT, SOUTH OF THE ROADWAY, AND IN
 RA0807'THE TOP OF THE CURB.  AN OREGON STATE HIGHWAY DEPARTMENT STANDARD
 RA0807'DISK, STAMPED 3279 A 304 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0889 ***********************************************************************
 QB0889  DESIGNATION -  A 305
 QB0889  PID         -  QB0889
 QB0889  STATE/COUNTY-  OR/BAKER
 QB0889  USGS QUAD   -  WINGVILLE (1993)
 QB0889
 QB0889                         *CURRENT SURVEY CONTROL
 QB0889  ___________________________________________________________________
 QB0889* NAD 83(1986)-  44 50 36.     (N)    117 53 04.     (W)     SCALED    
 QB0889* NAVD 88     -      1023.303  (meters)    3357.29   (feet)  ADJUSTED  
 QB0889  ___________________________________________________________________
 QB0889  GEOID HEIGHT-         -17.14  (meters)                     GEOID03
 QB0889  DYNAMIC HT  -        1022.973 (meters)    3356.20  (feet)  COMP
 QB0889  MODELED GRAV-     980,260.5   (mgal)                       NAVD 88
 QB0889
 QB0889  VERT ORDER  -  FIRST     CLASS II
 QB0889
 QB0889.The horizontal coordinates were scaled from a topographic map and have
 QB0889.an estimated accuracy of +/- 6 seconds.
 QB0889
 QB0889.The orthometric height was determined by differential leveling
 QB0889.and adjusted in June 1991.
 QB0889
 QB0889.The geoid height was determined by GEOID03.
 QB0889
 QB0889.The dynamic height is computed by dividing the NAVD 88
 QB0889.geopotential number by the normal gravity value computed on the
 QB0889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0889.degrees latitude (g = 980.6199 gals.).
 QB0889
 QB0889.The modeled gravity was interpolated from observed gravity values.
 QB0889
 QB0889;                    North         East    Units  Estimated Accuracy
 QB0889;SPC OR N     -   134,100.    2,706,740.      MT  (+/- 180 meters Scaled)
 QB0889
 QB0889                          SUPERSEDED SURVEY CONTROL
 QB0889
 QB0889  NGVD 29 (??/??/92) 1022.166  (m)         3353.56   (f) ADJ UNCH    1 2
 QB0889
 QB0889.Superseded values are not recommended for survey control.
 QB0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0889.See file dsdata.txt to determine how the superseded data were derived.
 QB0889
 QB0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK301659(NAD 83)
 QB0889_MARKER: DD = SURVEY DISK
 QB0889_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QB0889_SP_SET: CULVERT
 QB0889_STAMPING: 3354 A 305 1934
 QB0889_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB0889
 QB0889  HISTORY     - Date     Condition        Report By
 QB0889  HISTORY     - 1934     MONUMENTED       ORDT
 QB0889  HISTORY     - 1941     GOOD             NGS
 QB0889
 QB0889                          STATION DESCRIPTION
 QB0889
 QB0889'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QB0889'5.7 MI N FROM BAKER.
 QB0889'ABOUT 5.7 MILES NORTH ALONG THE OREGON TRAIL (U.S. 30) FROM THE
 QB0889'INTERSECTION OF BROADWAY AND MAIN STREET AT BAKER, BAKER COUNTY, NEAR
 QB0889'MILEAGE 331.92, AT A CULVERT, AND IN THE TOP OF THE NORTH END OF THE
 QB0889'WEST HEAD WALL.  AN OREGON STATE HIGHWAY DEPARTMENT STANDARD DISK,
 QB0889'STAMPED 3354 A 305 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0509 ***********************************************************************
 RB0509  DESIGNATION -  A 306
 RB0509  PID         -  RB0509
 RB0509  STATE/COUNTY-  OR/UMATILLA
 RB0509  USGS QUAD   -  PENDLETON (1976)
 RB0509
 RB0509                         *CURRENT SURVEY CONTROL
 RB0509  ___________________________________________________________________
 RB0509* NAD 83(1986)-  45 40 33.     (N)    118 50 18.     (W)     SCALED    
 RB0509* NAVD 88     -       336.060  (meters)    1102.56   (feet)  ADJUSTED  
 RB0509  ___________________________________________________________________
 RB0509  GEOID HEIGHT-         -20.91  (meters)                     GEOID03
 RB0509  DYNAMIC HT  -         336.030 (meters)    1102.46  (feet)  COMP
 RB0509  MODELED GRAV-     980,517.8   (mgal)                       NAVD 88
 RB0509
 RB0509  VERT ORDER  -  FIRST     CLASS II
 RB0509
 RB0509.The horizontal coordinates were scaled from a topographic map and have
 RB0509.an estimated accuracy of +/- 6 seconds.
 RB0509
 RB0509.The orthometric height was determined by differential leveling
 RB0509.and adjusted in June 1991.
 RB0509
 RB0509.The geoid height was determined by GEOID03.
 RB0509
 RB0509.The dynamic height is computed by dividing the NAVD 88
 RB0509.geopotential number by the normal gravity value computed on the
 RB0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0509.degrees latitude (g = 980.6199 gals.).
 RB0509
 RB0509.The modeled gravity was interpolated from observed gravity values.
 RB0509
 RB0509;                    North         East    Units  Estimated Accuracy
 RB0509;SPC OR N     -   224,600.    2,629,450.      MT  (+/- 180 meters Scaled)
 RB0509
 RB0509                          SUPERSEDED SURVEY CONTROL
 RB0509
 RB0509  NGVD 29 (??/??/92)  335.054  (m)         1099.26   (f) ADJ UNCH    1 2
 RB0509
 RB0509.Superseded values are not recommended for survey control.
 RB0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0509.See file dsdata.txt to determine how the superseded data were derived.
 RB0509
 RB0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL568596(NAD 83)
 RB0509_MARKER: DD = SURVEY DISK
 RB0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0509_STAMPING: A 306 1941
 RB0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0509+STABILITY: SURFACE MOTION
 RB0509
 RB0509  HISTORY     - Date     Condition        Report By
 RB0509  HISTORY     - 1941     MONUMENTED       ORDT
 RB0509  HISTORY     - 1943     GOOD             NGS
 RB0509  HISTORY     - 1965     MARK NOT FOUND   NGS
 RB0509
 RB0509                          STATION DESCRIPTION
 RB0509
 RB0509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 RB0509'2.9 MI NW FROM PENDLETON.
 RB0509'ALONG U.S. HIGHWAY 30, 2.9 MILES NORTHWEST OF THE UNION PACIFIC
 RB0509'STATION AT PENDLETON, AT THE JUNCTION OF THE HIGHWAY AND A SIDE ROAD
 RB0509'NORTH TO PENDLETON AIRPORT, 104 FEET EAST OF THE EXTENDED CENTERLINE
 RB0509'OF S DRIVEWAY SOUTH TO A FARM HOUSE, AT A FENCE CORNER, 50 FEET NORTH
 RB0509'OF THE CENTER OF THE HIGHWAY, PROJECTING 2 INCHES.
 RB0509
 RB0509                          STATION RECOVERY (1965)
 RB0509
 RB0509'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 RB0509'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0781 ***********************************************************************
 RD0781  DESIGNATION -  A 309
 RD0781  PID         -  RD0781
 RD0781  STATE/COUNTY-  OR/WASHINGTON
 RD0781  USGS QUAD   -  TIMBER (1979)
 RD0781
 RD0781                         *CURRENT SURVEY CONTROL
 RD0781  ___________________________________________________________________
 RD0781* NAD 83(1986)-  45 38 22.     (N)    123 16 00.     (W)     SCALED    
 RD0781* NAVD 88     -       139.142  (meters)     456.50   (feet)  ADJUSTED  
 RD0781  ___________________________________________________________________
 RD0781  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 RD0781  DYNAMIC HT  -         139.149 (meters)     456.52  (feet)  COMP
 RD0781  MODELED GRAV-     980,657.6   (mgal)                       NAVD 88
 RD0781
 RD0781  VERT ORDER  -  SECOND    CLASS 0
 RD0781
 RD0781.The horizontal coordinates were scaled from a topographic map and have
 RD0781.an estimated accuracy of +/- 6 seconds.
 RD0781
 RD0781.The orthometric height was determined by differential leveling
 RD0781.and adjusted in June 1991.
 RD0781
 RD0781.The geoid height was determined by GEOID03.
 RD0781
 RD0781.The dynamic height is computed by dividing the NAVD 88
 RD0781.geopotential number by the normal gravity value computed on the
 RD0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0781.degrees latitude (g = 980.6199 gals.).
 RD0781
 RD0781.The modeled gravity was interpolated from observed gravity values.
 RD0781
 RD0781;                    North         East    Units  Estimated Accuracy
 RD0781;SPC OR N     -   222,910.    2,284,360.      MT  (+/- 180 meters Scaled)
 RD0781
 RD0781                          SUPERSEDED SURVEY CONTROL
 RD0781
 RD0781  NGVD 29 (??/??/92)  138.065  (m)          452.97   (f) ADJ UNCH    2 0
 RD0781
 RD0781.Superseded values are not recommended for survey control.
 RD0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0781.See file dsdata.txt to determine how the superseded data were derived.
 RD0781
 RD0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR792540(NAD 83)
 RD0781_MARKER: DD = SURVEY DISK
 RD0781_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 RD0781_SP_SET: UNSPECIFIED ROCK
 RD0781_STAMPING: A 309 1936
 RD0781_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RD0781
 RD0781  HISTORY     - Date     Condition        Report By
 RD0781  HISTORY     - 1936     MONUMENTED       ORDT
 RD0781  HISTORY     - 1942     GOOD             NGS
 RD0781  HISTORY     - 1974     MARK NOT FOUND   NGS
 RD0781  HISTORY     - 1989     GOOD             USPSQD
 RD0781
 RD0781                          STATION DESCRIPTION
 RD0781
 RD0781'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 RD0781'0.45 MI SE FROM GLENWOOD.
 RD0781'LOCATED ALONG STATE HIGHWAY NO. 6 FROM THE POST OFFICE, 500 FEET NORTH
 RD0781'OF ABENDROTHS STORE BY TRAIL, 30 FEET NORTHOF THE STAFF GARAGE ON THE
 RD0781'WEST BANK OF GALES CREEK IN A ROCK.
 RD0781
 RD0781                          STATION RECOVERY (1974)
 RD0781
 RD0781'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 RD0781'MARK NOT FOUND.
 RD0781
 RD0781                          STATION RECOVERY (1989)
 RD0781
 RD0781'RECOVERY NOTE BY US POWER SQUADRON 1989 (WCC)
 RD0781'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC0575 ***********************************************************************
 SC0575  DESIGNATION -  A 31
 SC0575  PID         -  SC0575
 SC0575  STATE/COUNTY-  OR/CLATSOP
 SC0575  USGS QUAD   -  WARRENTON (1996)
 SC0575
 SC0575                         *CURRENT SURVEY CONTROL
 SC0575  ___________________________________________________________________
 SC0575* NAD 83(1986)-  46 11 56.     (N)    123 56 42.     (W)     SCALED    
 SC0575* NAVD 88     -         4.797  (meters)      15.74   (feet)  ADJUSTED  
 SC0575  ___________________________________________________________________
 SC0575  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 SC0575  DYNAMIC HT  -           4.797 (meters)      15.74  (feet)  COMP
 SC0575  MODELED GRAV-     980,713.5   (mgal)                       NAVD 88
 SC0575
 SC0575  VERT ORDER  -  FIRST     CLASS II
 SC0575
 SC0575.The horizontal coordinates were scaled from a topographic map and have
 SC0575.an estimated accuracy of +/- 6 seconds.
 SC0575
 SC0575.The orthometric height was determined by differential leveling
 SC0575.and adjusted in June 1991.
 SC0575
 SC0575.The geoid height was determined by GEOID03.
 SC0575
 SC0575.The dynamic height is computed by dividing the NAVD 88
 SC0575.geopotential number by the normal gravity value computed on the
 SC0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0575.degrees latitude (g = 980.6199 gals.).
 SC0575
 SC0575.The modeled gravity was interpolated from observed gravity values.
 SC0575
 SC0575;                    North         East    Units  Estimated Accuracy
 SC0575;SPC OR N     -   287,070.    2,234,160.      MT  (+/- 180 meters Scaled)
 SC0575
 SC0575                          SUPERSEDED SURVEY CONTROL
 SC0575
 SC0575  NGVD 29 (??/??/92)    3.698  (m)           12.13   (f) ADJ UNCH    1 2
 SC0575
 SC0575.Superseded values are not recommended for survey control.
 SC0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0575.See file dsdata.txt to determine how the superseded data were derived.
 SC0575
 SC0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS270165(NAD 83)
 SC0575_MARKER: DB = BENCH MARK DISK
 SC0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0575_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SC0575_STAMPING: A 31 1920
 SC0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0575+STABILITY: SURFACE MOTION
 SC0575_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC0575+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2002
 SC0575
 SC0575  HISTORY     - Date     Condition        Report By
 SC0575  HISTORY     - 1920     MONUMENTED       CGS
 SC0575  HISTORY     - 1966     MARK NOT FOUND   NGS
 SC0575  HISTORY     - 1987     MARK NOT FOUND   NGS
 SC0575  HISTORY     - 20020914 GOOD             USPSQD
 SC0575
 SC0575                          STATION DESCRIPTION
 SC0575
 SC0575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 SC0575'IN HAMMOND.
 SC0575'3.1 MILES NORTHWEST ALONG THE FORT STEVENS ROAD FROM WARRENTON,
 SC0575'CLATSOP COUNTY, AT HAMMOND, ON THE SPOKANE, PORTLAND AND SEATTLE
 SC0575'RAILWAY, 270 FEET EAST OF THE ABANDONED STATION, AT THE WEST END OF A
 SC0575'CURVE, 48 FEET EAST OF THE WEST END OF A CUT BANK, 16.2 FEET SOUTH OF
 SC0575'THE CENTER LINE OF THE TRACK, AND NEAR A WHITE WOODEN WITNESS POST. A
 SC0575'STANDARD DISK, STAMPED A 31 1920 AND SET IN THE TOP OF A CONCRETE
 SC0575'POST.
 SC0575
 SC0575                          STATION RECOVERY (1987)
 SC0575
 SC0575'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SC0575'MARK NOT FOUND.
 SC0575
 SC0575                          STATION RECOVERY (2002)
 SC0575
 SC0575'RECOVERY NOTE BY US POWER SQUADRON 2002 (RCC)
 SC0575'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0699 ***********************************************************************
 QB0699  DESIGNATION -  A 311
 QB0699  PID         -  QB0699
 QB0699  STATE/COUNTY-  OR/MALHEUR
 QB0699  USGS QUAD   -  MOORES HOLLOW (1974)
 QB0699
 QB0699                         *CURRENT SURVEY CONTROL
 QB0699  ___________________________________________________________________
 QB0699* NAD 83(1986)-  44 13 27.     (N)    117 01 04.     (W)     SCALED    
 QB0699* NAVD 88     -       658.035  (meters)    2158.90   (feet)  ADJUSTED  
 QB0699  ___________________________________________________________________
 QB0699  GEOID HEIGHT-         -17.31  (meters)                     GEOID03
 QB0699  DYNAMIC HT  -         657.859 (meters)    2158.33  (feet)  COMP
 QB0699  MODELED GRAV-     980,329.9   (mgal)                       NAVD 88
 QB0699
 QB0699  VERT ORDER  -  SECOND    CLASS 0
 QB0699
 QB0699.The horizontal coordinates were scaled from a topographic map and have
 QB0699.an estimated accuracy of +/- 6 seconds.
 QB0699
 QB0699.The orthometric height was determined by differential leveling
 QB0699.and adjusted in June 1991.
 QB0699
 QB0699.The geoid height was determined by GEOID03.
 QB0699
 QB0699.The dynamic height is computed by dividing the NAVD 88
 QB0699.geopotential number by the normal gravity value computed on the
 QB0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0699.degrees latitude (g = 980.6199 gals.).
 QB0699
 QB0699.The modeled gravity was interpolated from observed gravity values.
 QB0699
 QB0699;                    North         East    Units  Estimated Accuracy
 QB0699;SPC OR S     -   289,900.    1,778,180.      MT  (+/- 180 meters Scaled)
 QB0699
 QB0699                          SUPERSEDED SURVEY CONTROL
 QB0699
 QB0699  NGVD 29 (??/??/92)  657.06   (m)         2155.7    (f) COMPUTED    2 0
 QB0699
 QB0699.Superseded values are not recommended for survey control.
 QB0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0699.See file dsdata.txt to determine how the superseded data were derived.
 QB0699
 QB0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ985967(NAD 83)
 QB0699_MARKER: B = BOLT
 QB0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0699_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0699+STABILITY: SURFACE MOTION
 QB0699
 QB0699  HISTORY     - Date     Condition        Report By
 QB0699  HISTORY     - UNK      MONUMENTED       CGS
 QB0699  HISTORY     - 1946     GOOD             NGS
 QB0699
 QB0699                          STATION DESCRIPTION
 QB0699
 QB0699'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 QB0699'16.95 MI N FROM ONTARIO.
 QB0699'ALONG U.S. HIGHWAY NO.30, 16.95 MILES NORTH OF THE ONTARIO UNDERPASS
 QB0699'AT ONTARIO, 1.6 MILES WEST OF WEISER JUNCTION, 0.15 MILE WEST OF AND
 QB0699'ACROSS THE HIGHWAY FROM HIGHWAY MILE POST 401, 0.1 MILE EAST OF THE
 QB0699'TOP OF THE WEST SLOPE OF A HILL, 40.7 FEET NORTH OF CENTER OF THE
 QB0699'HIGHWAY, 2.0 FEET NORTH OF REFERENCE POST, 0.7 FOOT NORTH OF NORTH
 QB0699'RIGHT-OF-WAY FENCE, AN IRON BOLT SET IN CONCRETE POST ABOUT THE SAME
 QB0699'ELEVATION AS THE HIGHWAY AND PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0039 ***********************************************************************
 PA0039  DESIGNATION -  A 313
 PA0039  PID         -  PA0039
 PA0039  STATE/COUNTY-  OR/HARNEY
 PA0039  USGS QUAD   -  DRINKWATER PASS (1990)
 PA0039
 PA0039                         *CURRENT SURVEY CONTROL
 PA0039  ___________________________________________________________________
 PA0039* NAD 83(1986)-  43 47 22.     (N)    118 17 56.     (W)     SCALED    
 PA0039* NAVD 88     -      1195.960  (meters)    3923.75   (feet)  ADJUSTED  
 PA0039  ___________________________________________________________________
 PA0039  GEOID HEIGHT-         -18.33  (meters)                     GEOID03
 PA0039  DYNAMIC HT  -        1195.430 (meters)    3922.01  (feet)  COMP
 PA0039  MODELED GRAV-     980,134.6   (mgal)                       NAVD 88
 PA0039
 PA0039  VERT ORDER  -  FIRST     CLASS II
 PA0039
 PA0039.The horizontal coordinates were scaled from a topographic map and have
 PA0039.an estimated accuracy of +/- 6 seconds.
 PA0039
 PA0039.The orthometric height was determined by differential leveling
 PA0039.and adjusted in June 1991.
 PA0039
 PA0039.The geoid height was determined by GEOID03.
 PA0039
 PA0039.The dynamic height is computed by dividing the NAVD 88
 PA0039.geopotential number by the normal gravity value computed on the
 PA0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0039.degrees latitude (g = 980.6199 gals.).
 PA0039
 PA0039.The modeled gravity was interpolated from observed gravity values.
 PA0039
 PA0039;                    North         East    Units  Estimated Accuracy
 PA0039;SPC OR S     -   238,140.    1,677,140.      MT  (+/- 180 meters Scaled)
 PA0039
 PA0039                          SUPERSEDED SURVEY CONTROL
 PA0039
 PA0039  NGVD 29 (??/??/92) 1194.828  (m)         3920.03   (f) ADJ UNCH    1 2
 PA0039
 PA0039.Superseded values are not recommended for survey control.
 PA0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0039.See file dsdata.txt to determine how the superseded data were derived.
 PA0039
 PA0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ954493(NAD 83)
 PA0039_MARKER: DD = SURVEY DISK
 PA0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PA0039_STAMPING: A 313 1934 PT
 PA0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0039+STABILITY: SURFACE MOTION
 PA0039
 PA0039  HISTORY     - Date     Condition        Report By
 PA0039  HISTORY     - 1934     MONUMENTED       ORDT
 PA0039  HISTORY     - 1943     GOOD             NGS
 PA0039  HISTORY     - 1967     GOOD             NGS
 PA0039
 PA0039                          STATION DESCRIPTION
 PA0039
 PA0039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PA0039'13.3 MI W FROM JUNTURA.
 PA0039'ABOUT 13.3 MILES WEST ALONG U.S. HIGHWAY 20 FROM THE STATION AT
 PA0039'JUNTURA, MALHEUR COUNTY, AT THE EAST END OF A CURVE, AT HIGHWAY
 PA0039'MILEAGE 176.6, 50 FEET NORTH OF THE CENTER OF THE HIGHWAY AND 2 FEET
 PA0039'SOUTH OF A REFERENCE POST.
 PA0039
 PA0039                          STATION RECOVERY (1967)
 PA0039
 PA0039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 PA0039'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0382 ***********************************************************************
 PA0382  DESIGNATION -  A 314
 PA0382  PID         -  PA0382
 PA0382  STATE/COUNTY-  OR/HARNEY
 PA0382  USGS QUAD   -  BURNS (1960)
 PA0382
 PA0382                         *CURRENT SURVEY CONTROL
 PA0382  ___________________________________________________________________
 PA0382* NAD 83(1986)-  43 35 09.     (N)    119 02 47.     (W)     SCALED    
 PA0382* NAVD 88     -      1265.328  (meters)    4151.33   (feet)  ADJUSTED  
 PA0382  ___________________________________________________________________
 PA0382  GEOID HEIGHT-         -19.06  (meters)                     GEOID03
 PA0382  DYNAMIC HT  -        1264.722 (meters)    4149.34  (feet)  COMP
 PA0382  MODELED GRAV-     980,096.3   (mgal)                       NAVD 88
 PA0382
 PA0382  VERT ORDER  -  SECOND    CLASS 0
 PA0382
 PA0382.The horizontal coordinates were scaled from a topographic map and have
 PA0382.an estimated accuracy of +/- 6 seconds.
 PA0382
 PA0382.The orthometric height was determined by differential leveling
 PA0382.and adjusted in June 1991.
 PA0382
 PA0382.The geoid height was determined by GEOID03.
 PA0382
 PA0382.The dynamic height is computed by dividing the NAVD 88
 PA0382.geopotential number by the normal gravity value computed on the
 PA0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0382.degrees latitude (g = 980.6199 gals.).
 PA0382
 PA0382.The modeled gravity was interpolated from observed gravity values.
 PA0382
 PA0382;                    North         East    Units  Estimated Accuracy
 PA0382;SPC OR S     -   214,210.    1,617,380.      MT  (+/- 180 meters Scaled)
 PA0382
 PA0382                          SUPERSEDED SURVEY CONTROL
 PA0382
 PA0382  NGVD 29 (??/??/92) 1264.142  (m)         4147.44   (f) ADJ UNCH    2 0
 PA0382
 PA0382.Superseded values are not recommended for survey control.
 PA0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0382.See file dsdata.txt to determine how the superseded data were derived.
 PA0382
 PA0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ347279(NAD 83)
 PA0382_MARKER: DB = BENCH MARK DISK
 PA0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PA0382_STAMPING: 4148 A 314 1934
 PA0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0382+STABILITY: SURFACE MOTION
 PA0382
 PA0382  HISTORY     - Date     Condition        Report By
 PA0382  HISTORY     - 1934     MONUMENTED       CGS
 PA0382  HISTORY     - 1960     MARK NOT FOUND   NGS
 PA0382  HISTORY     - 1984     MARK NOT FOUND   NGS
 PA0382
 PA0382                          STATION DESCRIPTION
 PA0382
 PA0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PA0382'0.5 MI E FROM BURNS.
 PA0382'ABOUT 0.5 MILE EAST ALONG THE BURNS-CRANE ROAD FROM BURNS, HARNEY
 PA0382'COUNTY, 270 FEET WEST OF JUNCTION OF WHISKEY FLAT LANE, 25 FEET NORTH
 PA0382'OF DOUBLE CULVERT, IN BORROW PIT.  A STANDARD DISK, STAMPED 4148 A 314
 PA0382'1934 AND SET IN A CONCRETE POST.
 PA0382
 PA0382                          STATION RECOVERY (1960)
 PA0382
 PA0382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 PA0382'MARK NOT FOUND.
 PA0382
 PA0382                          STATION RECOVERY (1984)
 PA0382
 PA0382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PA0382'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0182 ***********************************************************************
 PA0182  DESIGNATION -  A 320
 PA0182  PID         -  PA0182
 PA0182  STATE/COUNTY-  OR/HARNEY
 PA0182  USGS QUAD   -  NEW PRINCETON (1990)
 PA0182
 PA0182                         *CURRENT SURVEY CONTROL
 PA0182  ___________________________________________________________________
 PA0182* NAD 83(1986)-  43 15 44.     (N)    118 36 08.     (W)     SCALED    
 PA0182* NAVD 88     -      1252.795  (meters)    4110.21   (feet)  ADJUSTED  
 PA0182  ___________________________________________________________________
 PA0182  GEOID HEIGHT-         -18.89  (meters)                     GEOID03
 PA0182  DYNAMIC HT  -        1252.164 (meters)    4108.14  (feet)  COMP
 PA0182  MODELED GRAV-     980,073.3   (mgal)                       NAVD 88
 PA0182
 PA0182  VERT ORDER  -  SECOND    CLASS 0
 PA0182
 PA0182.The horizontal coordinates were scaled from a topographic map and have
 PA0182.an estimated accuracy of +/- 6 seconds.
 PA0182
 PA0182.The orthometric height was determined by differential leveling
 PA0182.and adjusted in June 1991.
 PA0182
 PA0182.The geoid height was determined by GEOID03.
 PA0182
 PA0182.The dynamic height is computed by dividing the NAVD 88
 PA0182.geopotential number by the normal gravity value computed on the
 PA0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0182.degrees latitude (g = 980.6199 gals.).
 PA0182
 PA0182.The modeled gravity was interpolated from observed gravity values.
 PA0182
 PA0182;                    North         East    Units  Estimated Accuracy
 PA0182;SPC OR S     -   178,980.    1,654,060.      MT  (+/- 180 meters Scaled)
 PA0182
 PA0182                          SUPERSEDED SURVEY CONTROL
 PA0182
 PA0182  NGVD 29 (??/??/92) 1251.634  (m)         4106.40   (f) ADJ UNCH    2 0
 PA0182
 PA0182.Superseded values are not recommended for survey control.
 PA0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0182.See file dsdata.txt to determine how the superseded data were derived.
 PA0182
 PA0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH699911(NAD 83)
 PA0182_MARKER: DB = BENCH MARK DISK
 PA0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PA0182_STAMPING: 4107 A 320 1934
 PA0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0182+STABILITY: SURFACE MOTION
 PA0182
 PA0182  HISTORY     - Date     Condition        Report By
 PA0182  HISTORY     - 1934     MONUMENTED       CGS
 PA0182
 PA0182                          STATION DESCRIPTION
 PA0182
 PA0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PA0182'2.4 MI W FROM PRINCETON.
 PA0182'2.4 MILES WEST OF POST OFFICE AT PRINCETON, 1 MILE WEST OF THE
 PA0182'INTERSECTION OF THE CRANE-PRINCETON ROADS, 33 FEET NORTH OF THE
 PA0182'CENTERLINE OF ROAD, 20 FEET EAST OF A TELEPHONE POST, IN A FENCE
 PA0182'CORNER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0070 ***********************************************************************
 PA0070  DESIGNATION -  A 326
 PA0070  PID         -  PA0070
 PA0070  STATE/COUNTY-  OR/MALHEUR
 PA0070  USGS QUAD   -  STEMLER RIDGE (1990)
 PA0070
 PA0070                         *CURRENT SURVEY CONTROL
 PA0070  ___________________________________________________________________
 PA0070* NAD 83(1986)-  43 45 58.     (N)    118 07 10.     (W)     SCALED    
 PA0070* NAVD 88     -       911.800  (meters)    2991.46   (feet)  ADJUSTED  
 PA0070  ___________________________________________________________________
 PA0070  GEOID HEIGHT-         -18.27  (meters)                     GEOID03
 PA0070  DYNAMIC HT  -         911.415 (meters)    2990.20  (feet)  COMP
 PA0070  MODELED GRAV-     980,167.5   (mgal)                       NAVD 88
 PA0070
 PA0070  VERT ORDER  -  FIRST     CLASS II
 PA0070
 PA0070.The horizontal coordinates were scaled from a topographic map and have
 PA0070.an estimated accuracy of +/- 6 seconds.
 PA0070
 PA0070.The orthometric height was determined by differential leveling
 PA0070.and adjusted in June 1991.
 PA0070
 PA0070.The geoid height was determined by GEOID03.
 PA0070
 PA0070.The dynamic height is computed by dividing the NAVD 88
 PA0070.geopotential number by the normal gravity value computed on the
 PA0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0070.degrees latitude (g = 980.6199 gals.).
 PA0070
 PA0070.The modeled gravity was interpolated from observed gravity values.
 PA0070
 PA0070;                    North         East    Units  Estimated Accuracy
 PA0070;SPC OR S     -   235,940.    1,691,650.      MT  (+/- 180 meters Scaled)
 PA0070
 PA0070                          SUPERSEDED SURVEY CONTROL
 PA0070
 PA0070  NGVD 29 (??/??/92)  910.684  (m)         2987.80   (f) ADJ UNCH    1 2
 PA0070
 PA0070.Superseded values are not recommended for survey control.
 PA0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0070.See file dsdata.txt to determine how the superseded data were derived.
 PA0070
 PA0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ098465(NAD 83)
 PA0070_MARKER: DB = BENCH MARK DISK
 PA0070_SETTING: 80 = SET IN A BOULDER
 PA0070_SP_SET: BOULDER
 PA0070_STAMPING: A 326 1934
 PA0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0070+STABILITY: SURFACE MOTION
 PA0070
 PA0070  HISTORY     - Date     Condition        Report By
 PA0070  HISTORY     - 1934     MONUMENTED       CGS
 PA0070  HISTORY     - 1943     GOOD             NGS
 PA0070
 PA0070                          STATION DESCRIPTION
 PA0070
 PA0070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PA0070'2.65 MI W FROM JUNTURA.
 PA0070'ABOUT 2.65 MILES WEST ALONG U.S. HIGHWAY 20 FROM THE STATION AT
 PA0070'JUNTURA, MALHEUR COUNTY, AT HIGHWAY MILAGE 187.25, 720 FEET SOUTH OF
 PA0070'THE CENTER OF THE HIGHWAY, 107 FEET NORTHWEST OF THE NORTHWEST CORNER
 PA0070'OF THE CHICKEN YARD AT GOODMAN RANCH, IN THE TOP OF A LARGE ROUGH
 PA0070'BOULDER THAT PROJECTS 4 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0874 ***********************************************************************
 RB0874  DESIGNATION -  A 327
 RB0874  PID         -  RB0874
 RB0874  STATE/COUNTY-  OR/MORROW
 RB0874  USGS QUAD   -  LEXINGTON (1968)
 RB0874
 RB0874                         *CURRENT SURVEY CONTROL
 RB0874  ___________________________________________________________________
 RB0874* NAD 83(1986)-  45 27 34.     (N)    119 40 40.     (W)     SCALED    
 RB0874* NAVD 88     -       510.880  (meters)    1676.11   (feet)  ADJUSTED  
 RB0874  ___________________________________________________________________
 RB0874  GEOID HEIGHT-         -21.10  (meters)                     GEOID03
 RB0874  DYNAMIC HT  -         510.822 (meters)    1675.92  (feet)  COMP
 RB0874  MODELED GRAV-     980,486.6   (mgal)                       NAVD 88
 RB0874
 RB0874  VERT ORDER  -  SECOND    CLASS 0
 RB0874
 RB0874.The horizontal coordinates were scaled from a topographic map and have
 RB0874.an estimated accuracy of +/- 6 seconds.
 RB0874
 RB0874.The orthometric height was determined by differential leveling
 RB0874.and adjusted in June 1991.
 RB0874
 RB0874.The geoid height was determined by GEOID03.
 RB0874
 RB0874.The dynamic height is computed by dividing the NAVD 88
 RB0874.geopotential number by the normal gravity value computed on the
 RB0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0874.degrees latitude (g = 980.6199 gals.).
 RB0874
 RB0874.The modeled gravity was interpolated from observed gravity values.
 RB0874
 RB0874;                    North         East    Units  Estimated Accuracy
 RB0874;SPC OR N     -   199,550.    2,564,300.      MT  (+/- 180 meters Scaled)
 RB0874
 RB0874                          SUPERSEDED SURVEY CONTROL
 RB0874
 RB0874  NGVD 29 (??/??/92)  509.838  (m)         1672.69   (f) ADJ UNCH    2 0
 RB0874
 RB0874.Superseded values are not recommended for survey control.
 RB0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0874.See file dsdata.txt to determine how the superseded data were derived.
 RB0874
 RB0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKL906374(NAD 83)
 RB0874_MARKER: DD = SURVEY DISK
 RB0874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0874_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0874_STAMPING: A 327 1947
 RB0874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0874+STABILITY: SURFACE MOTION
 RB0874
 RB0874  HISTORY     - Date     Condition        Report By
 RB0874  HISTORY     - 1947     MONUMENTED       ORDT
 RB0874  HISTORY     - 1959     GOOD             NGS
 RB0874
 RB0874                          STATION DESCRIPTION
 RB0874
 RB0874'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RB0874'1.0 MI N FROM LEXINGTON.
 RB0874'1.0 MILE NORTH ALONG STATE HIGHWAY 207 FROM THE PUBLIC SCHOOL AT
 RB0874'LEXINGTON, 0.4 MILE SOUTHWEST OF A DRIVEWAY LEADING WEST TO A SMALL
 RB0874'WHITE HOUSE, 0.05 MILE NORTH OF MILEPOST 1, 29 FEET EAST OF THE CENTER
 RB0874'LINE OF THE HIGHWAY, 159 FEET NORTH OF THE FIRST POWER POLE SOUTH OF A
 RB0874'POWER POLE SUPPORTING A TRANSFORMER, 4.7 FEET WEST OF A FENCE, 1.0
 RB0874'FOOT WEST OF A WITNESS POST, ABOUT 2 1/2 FEET HIGHER THAN THE HIGHWAY,
 RB0874'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0312 ***********************************************************************
 RB0312  DESIGNATION -  A 33
 RB0312  PID         -  RB0312
 RB0312  STATE/COUNTY-  OR/UMATILLA
 RB0312  USGS QUAD   -  BRIDGE CREEK (1995)
 RB0312
 RB0312                         *CURRENT SURVEY CONTROL
 RB0312  ___________________________________________________________________
 RB0312* NAD 83(1986)-  45 06 05.     (N)    118 56 45.     (W)     SCALED    
 RB0312* NAVD 88     -      1194.015  (meters)    3917.36   (feet)  ADJUSTED  
 RB0312  ___________________________________________________________________
 RB0312  GEOID HEIGHT-         -18.34  (meters)                     GEOID03
 RB0312  DYNAMIC HT  -        1193.702 (meters)    3916.34  (feet)  COMP
 RB0312  MODELED GRAV-     980,311.6   (mgal)                       NAVD 88
 RB0312
 RB0312  VERT ORDER  -  FIRST     CLASS II
 RB0312
 RB0312.The horizontal coordinates were scaled from a topographic map and have
 RB0312.an estimated accuracy of +/- 6 seconds.
 RB0312
 RB0312.The orthometric height was determined by differential leveling
 RB0312.and adjusted in June 1991.
 RB0312
 RB0312.The geoid height was determined by GEOID03.
 RB0312
 RB0312.The dynamic height is computed by dividing the NAVD 88
 RB0312.geopotential number by the normal gravity value computed on the
 RB0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0312.degrees latitude (g = 980.6199 gals.).
 RB0312
 RB0312.The modeled gravity was interpolated from observed gravity values.
 RB0312
 RB0312;                    North         East    Units  Estimated Accuracy
 RB0312;SPC OR N     -   160,610.    2,622,300.      MT  (+/- 180 meters Scaled)
 RB0312
 RB0312                          SUPERSEDED SURVEY CONTROL
 RB0312
 RB0312  NGVD 29 (??/??/92) 1192.890  (m)         3913.67   (f) ADJ UNCH    1 2
 RB0312
 RB0312.Superseded values are not recommended for survey control.
 RB0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0312.See file dsdata.txt to determine how the superseded data were derived.
 RB0312
 RB0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK469960(NAD 83)
 RB0312_MARKER: DB = BENCH MARK DISK
 RB0312_SETTING: 80 = SET IN A BOULDER
 RB0312_SP_SET: BOULDER
 RB0312_STAMPING: 3913.883 A 33 1930
 RB0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0312+STABILITY: SURFACE MOTION
 RB0312
 RB0312  HISTORY     - Date     Condition        Report By
 RB0312  HISTORY     - 1930     MONUMENTED       CGS
 RB0312  HISTORY     - 1968     GOOD             NGS
 RB0312
 RB0312                          STATION DESCRIPTION
 RB0312
 RB0312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RB0312'3.3 MI S FROM UKIAH.
 RB0312'3.3 MILES SOUTH ALONG THE OLD UKIAH-DALE ROAD FROM THE UKIAH POST
 RB0312'OFFICE, 0.25 MILE NORTHWEST OF A CULVERT UNDER THE ROAD, 450 FEET
 RB0312'SOUTHEAST OF A CULVERT UNDER THE ROAD, 21 FEET NORTHEAST OF THE CENTER
 RB0312'OF THE ROAD, 5 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE LINE AND 1.5
 RB0312'FEET SOUTHEAST OF A METAL WITNESS POST CEMENTED IN A DRILL HOLE IN A 2
 RB0312'BY 2 FOOT BOULDER THAT PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB1512 ***********************************************************************
 RB1512  DESIGNATION -  A 33 RESET
 RB1512  PID         -  RB1512
 RB1512  STATE/COUNTY-  OR/UMATILLA
 RB1512  USGS QUAD   -  BRIDGE CREEK (1995)
 RB1512
 RB1512                         *CURRENT SURVEY CONTROL
 RB1512  ___________________________________________________________________
 RB1512* NAD 83(1986)-  45 06 05.     (N)    118 56 45.     (W)     SCALED    
 RB1512* NAVD 88     -      1194.01   (meters)    3917.3    (feet)  RESET     
 RB1512  ___________________________________________________________________
 RB1512  GEOID HEIGHT-         -18.34  (meters)                     GEOID03
 RB1512  VERT ORDER  -  THIRD
 RB1512
 RB1512.The horizontal coordinates were scaled from a topographic map and have
 RB1512.an estimated accuracy of +/- 6 seconds.
 RB1512
 RB1512.The orthometric height was computed from unverified reset data.
 RB1512.No vertical observational check was made to the station.
 RB1512
 RB1512.The geoid height was determined by GEOID03.
 RB1512
 RB1512;                    North         East    Units  Estimated Accuracy
 RB1512;SPC OR N     -   160,610.    2,622,300.      MT  (+/- 180 meters Scaled)
 RB1512
 RB1512                          SUPERSEDED SURVEY CONTROL
 RB1512
 RB1512  NGVD 29 (10/26/06) 1192.88   (m)         3913.6    (f) RESET       3  
 RB1512
 RB1512.Superseded values are not recommended for survey control.
 RB1512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1512.See file dsdata.txt to determine how the superseded data were derived.
 RB1512
 RB1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK469960(NAD 83)
 RB1512_MARKER: DR = REFERENCE MARK DISK
 RB1512_SETTING: 80 = SET IN A BOULDER
 RB1512_SP_SET: BOULDER
 RB1512_STAMPING: A 33 RESET 1984
 RB1512_MARK LOGO: NGS   
 RB1512_MAGNETIC: N = NO MAGNETIC MATERIAL
 RB1512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB1512+STABILITY: SURFACE MOTION
 RB1512
 RB1512  HISTORY     - Date     Condition        Report By
 RB1512  HISTORY     - 1984     MONUMENTED       NGS
 RB1512
 RB1512                          STATION DESCRIPTION
 RB1512
 RB1512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 RB1512'3.1 MILES SOUTH ALONG THE OLD UKIAH DALE ROAD, NOW CALLED UKIAH
 RB1512'GRANITE ROAD, 0.5 METER AND PROJECTS 0.2 METER.  IT IS 150 METERS
 RB1512'SOUTH OF A CURVE, 14.3 METERS EAST OF THE CENTERLINE OF THE EXISTING
 RB1512'ROAD, 1.0 METER WEST OF THE EAST RIGHT-OF-WAY AND 0.5 METER NORTH OF
 RB1512'A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0393 ***********************************************************************
 PC0393  DESIGNATION -  A 335
 PC0393  PID         -  PC0393
 PC0393  STATE/COUNTY-  OR/DOUGLAS
 PC0393  USGS QUAD   -  SUTHERLIN (1988)
 PC0393
 PC0393                         *CURRENT SURVEY CONTROL
 PC0393  ___________________________________________________________________
 PC0393* NAD 83(1986)-  43 23 11.     (N)    123 20 01.     (W)     SCALED    
 PC0393* NAVD 88     -       158.399  (meters)     519.68   (feet)  ADJUSTED  
 PC0393  ___________________________________________________________________
 PC0393  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 PC0393  DYNAMIC HT  -         158.369 (meters)     519.58  (feet)  COMP
 PC0393  MODELED GRAV-     980,430.5   (mgal)                       NAVD 88
 PC0393
 PC0393  VERT ORDER  -  FIRST     CLASS II
 PC0393
 PC0393.The horizontal coordinates were scaled from a topographic map and have
 PC0393.an estimated accuracy of +/- 6 seconds.
 PC0393
 PC0393.The orthometric height was determined by differential leveling
 PC0393.and adjusted in June 1991.
 PC0393
 PC0393.The geoid height was determined by GEOID03.
 PC0393
 PC0393.The dynamic height is computed by dividing the NAVD 88
 PC0393.geopotential number by the normal gravity value computed on the
 PC0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0393.degrees latitude (g = 980.6199 gals.).
 PC0393
 PC0393.The modeled gravity was interpolated from observed gravity values.
 PC0393
 PC0393;                    North         East    Units  Estimated Accuracy
 PC0393;SPC OR S     -   194,920.    1,270,460.      MT  (+/- 180 meters Scaled)
 PC0393
 PC0393                          SUPERSEDED SURVEY CONTROL
 PC0393
 PC0393  NGVD 29 (??/??/92)  157.328  (m)          516.17   (f) ADJ UNCH    1 2
 PC0393
 PC0393.Superseded values are not recommended for survey control.
 PC0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0393.See file dsdata.txt to determine how the superseded data were derived.
 PC0393
 PC0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP729037(NAD 83)
 PC0393_MARKER: DD = SURVEY DISK
 PC0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PC0393_STAMPING: A 335 516 1934
 PC0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0393+STABILITY: SURFACE MOTION
 PC0393
 PC0393  HISTORY     - Date     Condition        Report By
 PC0393  HISTORY     - 1934     MONUMENTED       ORGS
 PC0393  HISTORY     - 1954     GOOD             NGS
 PC0393  HISTORY     - 19860425 GOOD             USPSQD
 PC0393
 PC0393                          STATION DESCRIPTION
 PC0393
 PC0393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 PC0393'0.8 MI W FROM SUTHERLIN.
 PC0393'0.8 MILE WEST ALONG STATE HIGHWAY 225 FROM THE SOUTHERN PACIFIC
 PC0393'COMPANY RAILROAD STATION AT SUTHERLIN, AT THE END OF A TRIANGLE FORMED
 PC0393'BY A NEW PORTION OF THE HIGHWAY AND A PAVED ROAD LEADING SOUTH, 130
 PC0393'FEET SOUTH OF THE CENTER OF THE INTERSECTION OF THE HIGHWAY AND THE
 PC0393'PAVED ROAD, 20 FEET EAST OF THE CENTER LINE OF THE ROAD, 3 FEET
 PC0393'SOUTHWEST OF TELEPHONE POLE T WITH A GUY WIRE, 1 FOOT EAST OF THE EAST
 PC0393'BANK OF A DRAIN DITCH, 0.9 FOOT WEST OF A WITNESS POST, ABOUT LEVEL
 PC0393'WITH THE ROAD, FLUSH WITH THE GROUND, AND SET IN THE TOP OF A CONCRETE
 PC0393'POST.
 PC0393
 PC0393                          STATION RECOVERY (1986)
 PC0393
 PC0393'RECOVERY NOTE BY US POWER SQUADRON 1986 (RCC)
 PC0393'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0370 ***********************************************************************
 QD0370  DESIGNATION -  A 336
 QD0370  PID         -  QD0370
 QD0370  STATE/COUNTY-  OR/CROOK
 QD0370  USGS QUAD   -  HUSTON LAKE (1962)
 QD0370
 QD0370                         *CURRENT SURVEY CONTROL
 QD0370  ___________________________________________________________________
 QD0370* NAD 83(1986)-  44 20 59.     (N)    120 54 25.     (W)     SCALED    
 QD0370* NAVD 88     -       884.100  (meters)    2900.58   (feet)  ADJUSTED  
 QD0370  ___________________________________________________________________
 QD0370  GEOID HEIGHT-         -20.65  (meters)                     GEOID03
 QD0370  DYNAMIC HT  -         883.820 (meters)    2899.67  (feet)  COMP
 QD0370  MODELED GRAV-     980,271.9   (mgal)                       NAVD 88
 QD0370
 QD0370  VERT ORDER  -  SECOND    CLASS 0
 QD0370
 QD0370.The horizontal coordinates were scaled from a topographic map and have
 QD0370.an estimated accuracy of +/- 6 seconds.
 QD0370
 QD0370.The orthometric height was determined by differential leveling
 QD0370.and adjusted in June 1991.
 QD0370
 QD0370.The geoid height was determined by GEOID03.
 QD0370
 QD0370.The dynamic height is computed by dividing the NAVD 88
 QD0370.geopotential number by the normal gravity value computed on the
 QD0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0370.degrees latitude (g = 980.6199 gals.).
 QD0370
 QD0370.The modeled gravity was interpolated from observed gravity values.
 QD0370
 QD0370;                    North         East    Units  Estimated Accuracy
 QD0370;SPC OR S     -   298,140.    1,467,550.      MT  (+/- 180 meters Scaled)
 QD0370
 QD0370                          SUPERSEDED SURVEY CONTROL
 QD0370
 QD0370  NGVD 29 (??/??/92)  882.984  (m)         2896.92   (f) ADJ UNCH    2 0
 QD0370
 QD0370.Superseded values are not recommended for survey control.
 QD0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0370.See file dsdata.txt to determine how the superseded data were derived.
 QD0370
 QD0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ668128(NAD 83)
 QD0370_MARKER: DB = BENCH MARK DISK
 QD0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD0370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QD0370_STAMPING: A 336 1934
 QD0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0370+STABILITY: SURFACE MOTION
 QD0370
 QD0370  HISTORY     - Date     Condition        Report By
 QD0370  HISTORY     - 1934     MONUMENTED       CGS
 QD0370  HISTORY     - 1942     GOOD             NGS
 QD0370  HISTORY     - 1959     MARK NOT FOUND   NGS
 QD0370
 QD0370                          STATION DESCRIPTION
 QD0370
 QD0370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 QD0370'3.4 MI NW FROM PRINEVILLE.
 QD0370'ALONG OREGON STATE HIGHWAY NO. 27 FROM THE RAILROAD STATION, 24 FEET
 QD0370'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT WEST OF A FENCE
 QD0370'LINE, AT A JUNCTION OF OREGON STATE HIGHWAY NO. 27 WITH A PRIVATE
 QD0370'ROAD, A WITNESS POST HAS BEEN SET.
 QD0370
 QD0370                          STATION RECOVERY (1959)
 QD0370
 QD0370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 QD0370'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0235 ***********************************************************************
 QC0235  DESIGNATION -  A 34
 QC0235  PID         -  QC0235
 QC0235  STATE/COUNTY-  OR/GRANT
 QC0235  USGS QUAD   -  BELSHAW MEADOWS (1990)
 QC0235
 QC0235                         *CURRENT SURVEY CONTROL
 QC0235  ___________________________________________________________________
 QC0235* NAD 83(1986)-  44 36 30.     (N)    119 08 42.     (W)     SCALED    
 QC0235* NAVD 88     -      1393.108  (meters)    4570.56   (feet)  ADJUSTED  
 QC0235  ___________________________________________________________________
 QC0235  GEOID HEIGHT-         -18.12  (meters)                     GEOID03
 QC0235  DYNAMIC HT  -        1392.565 (meters)    4568.77  (feet)  COMP
 QC0235  MODELED GRAV-     980,178.8   (mgal)                       NAVD 88
 QC0235
 QC0235  VERT ORDER  -  FIRST     CLASS II
 QC0235
 QC0235.The horizontal coordinates were scaled from a topographic map and have
 QC0235.an estimated accuracy of +/- 6 seconds.
 QC0235
 QC0235.The orthometric height was determined by differential leveling
 QC0235.and adjusted in June 1991.
 QC0235
 QC0235.The geoid height was determined by GEOID03.
 QC0235
 QC0235.The dynamic height is computed by dividing the NAVD 88
 QC0235.geopotential number by the normal gravity value computed on the
 QC0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0235.degrees latitude (g = 980.6199 gals.).
 QC0235
 QC0235.The modeled gravity was interpolated from observed gravity values.
 QC0235
 QC0235;                    North         East    Units  Estimated Accuracy
 QC0235;SPC OR N     -   105,540.    2,607,550.      MT  (+/- 180 meters Scaled)
 QC0235
 QC0235                          SUPERSEDED SURVEY CONTROL
 QC0235
 QC0235  NGVD 29 (??/??/92) 1391.875  (m)         4566.51   (f) ADJ UNCH    1 2
 QC0235
 QC0235.Superseded values are not recommended for survey control.
 QC0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0235.See file dsdata.txt to determine how the superseded data were derived.
 QC0235
 QC0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK297416(NAD 83)
 QC0235_MARKER: DB = BENCH MARK DISK
 QC0235_SETTING: 66 = SET IN ROCK OUTCROP
 QC0235_SP_SET: BEDROCK
 QC0235_STAMPING: 4566.769 A 34 1930
 QC0235_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QC0235+STABILITY: POSITION/ELEVATION WELL
 QC0235_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QC0235+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2004
 QC0235
 QC0235  HISTORY     - Date     Condition        Report By
 QC0235  HISTORY     - 1930     MONUMENTED       CGS
 QC0235  HISTORY     - 1967     GOOD             NGS
 QC0235  HISTORY     - 1987     GOOD             USPSQD
 QC0235  HISTORY     - 20041118 GOOD             ORDT
 QC0235
 QC0235                          STATION DESCRIPTION
 QC0235
 QC0235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 QC0235'2.8 MI S FROM FOX.
 QC0235'2.8 MILES SOUTH ALONG U.S. HIGHWAY 395 FROM THE POST OFFICE AT FOX,
 QC0235'0.3 MILE SOUTH OF MILE POST NO. 101, 0.25 MILE NORTH OF A SET OF FARM
 QC0235'BUILDINGS, 300 FEET SOUTHEAST OF POWER POLE NO. 172, 210 FEET
 QC0235'NORTHEAST OF POWER POLE NO. 171, 135 FEET EAST OF THE CENTER OF THE
 QC0235'HIGHWAY AND 3 FEET SOUTH OF A PROMINENT BOULDER WITH THE LETTERS B M
 QC0235'PAINTED ON THE SOUTHWEST FACE OF THE BOULDER, CEMENTED IN BEDROCK THAT
 QC0235'PROJECTS 1 FOOT.
 QC0235
 QC0235                          STATION RECOVERY (1987)
 QC0235
 QC0235'RECOVERY NOTE BY US POWER SQUADRON 1987 (RCC)
 QC0235'RECOVERED IN GOOD CONDITION.
 QC0235
 QC0235                          STATION RECOVERY (2004)
 QC0235
 QC0235'RECOVERY NOTE BY OREGON DEPARTMENT OF TRANSPORTATION 2004 (MAS)
 QC0235'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0448 ***********************************************************************
 RC0448  DESIGNATION -  A 341
 RC0448  PID         -  RC0448
 RC0448  STATE/COUNTY-  OR/WASCO
 RC0448  USGS QUAD   -  MACKEN CANYON (1970)
 RC0448
 RC0448                         *CURRENT SURVEY CONTROL
 RC0448  ___________________________________________________________________
 RC0448* NAD 83(1986)-  45 01 09.     (N)    120 43 54.     (W)     SCALED    
 RC0448* NAVD 88     -       998.776  (meters)    3276.82   (feet)  ADJUSTED  
 RC0448  ___________________________________________________________________
 RC0448  GEOID HEIGHT-         -20.62  (meters)                     GEOID03
 RC0448  DYNAMIC HT  -         998.532 (meters)    3276.02  (feet)  COMP
 RC0448  MODELED GRAV-     980,338.8   (mgal)                       NAVD 88
 RC0448
 RC0448  VERT ORDER  -  FIRST     CLASS II
 RC0448
 RC0448.The horizontal coordinates were scaled from a topographic map and have
 RC0448.an estimated accuracy of +/- 6 seconds.
 RC0448
 RC0448.The orthometric height was determined by differential leveling
 RC0448.and adjusted in June 1991.
 RC0448
 RC0448.The geoid height was determined by GEOID03.
 RC0448
 RC0448.The dynamic height is computed by dividing the NAVD 88
 RC0448.geopotential number by the normal gravity value computed on the
 RC0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0448.degrees latitude (g = 980.6199 gals.).
 RC0448
 RC0448.The modeled gravity was interpolated from observed gravity values.
 RC0448
 RC0448;                    North         East    Units  Estimated Accuracy
 RC0448;SPC OR N     -   150,320.    2,481,740.      MT  (+/- 180 meters Scaled)
 RC0448
 RC0448                          SUPERSEDED SURVEY CONTROL
 RC0448
 RC0448  NGVD 29 (??/??/92)  997.639  (m)         3273.09   (f) ADJ UNCH    1 2
 RC0448
 RC0448.Superseded values are not recommended for survey control.
 RC0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0448.See file dsdata.txt to determine how the superseded data were derived.
 RC0448
 RC0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ787875(NAD 83)
 RC0448_MARKER: DB = BENCH MARK DISK
 RC0448_SETTING: 80 = SET IN A BOULDER
 RC0448_SP_SET: BOULDER
 RC0448_STAMPING: A 341 1937
 RC0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0448+STABILITY: SURFACE MOTION
 RC0448
 RC0448  HISTORY     - Date     Condition        Report By
 RC0448  HISTORY     - 1937     MONUMENTED       CGS
 RC0448  HISTORY     - 1944     GOOD             NGS
 RC0448  HISTORY     - 1987     MARK NOT FOUND   NGS
 RC0448
 RC0448                          STATION DESCRIPTION
 RC0448
 RC0448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 RC0448'1.5 MI NE FROM SHANIKO.
 RC0448'ALONG THE ROAD BED OF THE ABANDONED UNION PACIFIC RAILROAD (ABANDONED
 RC0448'1944), 1.5 MILES NORTHEAST OF THE OLD STATION HOUSE AT SHANIKO, ABOUT
 RC0448'80.0 FEET NORTHEAST OF THE NORTHEAST ABUTMENT LOCATION FOR A 200-FOOT
 RC0448'BRIDGE OVER THE CANYON, (BRIDGE HAS BEEN DISMANTELED, HOWEVER, THE
 RC0448'DIRT FILL APPROACHES TO THE BRIDGE ARE EASILY IDENTIFIED) 42.0 FEET
 RC0448'EAST OF THE CENTER OF THE DIRT FILL, 7.0 FEET WEST OF RIGHT-OF-WAY
 RC0448'BARBED WIRE FENCE LINE, SET IN THE TOP OF A BOULDER NEAR THE CENTER OF
 RC0448'A GROUP OF WASH BOULDERS, ABOUT 4.0 FEET BELOW THE LEVEL OF THE FILL.
 RC0448
 RC0448                          STATION RECOVERY (1987)
 RC0448
 RC0448'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RC0448'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0027 ***********************************************************************
 OA0027  DESIGNATION -  A 342
 OA0027  PID         -  OA0027
 OA0027  STATE/COUNTY-  OR/CURRY
 OA0027  USGS QUAD   -  AGNESS (1989)
 OA0027
 OA0027                         *CURRENT SURVEY CONTROL
 OA0027  ___________________________________________________________________
 OA0027* NAD 83(1986)-  42 33 24.     (N)    124 04 10.     (W)     SCALED    
 OA0027* NAVD 88     -        53.921  (meters)     176.91   (feet)  ADJUSTED  
 OA0027  ___________________________________________________________________
 OA0027  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 OA0027  DYNAMIC HT  -          53.906 (meters)     176.86  (feet)  COMP
 OA0027  MODELED GRAV-     980,344.2   (mgal)                       NAVD 88
 OA0027
 OA0027  VERT ORDER  -  SECOND    CLASS 0
 OA0027
 OA0027.The horizontal coordinates were scaled from a topographic map and have
 OA0027.an estimated accuracy of +/- 6 seconds.
 OA0027
 OA0027.The orthometric height was determined by differential leveling
 OA0027.and adjusted in June 1991.
 OA0027
 OA0027.The geoid height was determined by GEOID03.
 OA0027
 OA0027.The dynamic height is computed by dividing the NAVD 88
 OA0027.geopotential number by the normal gravity value computed on the
 OA0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0027.degrees latitude (g = 980.6199 gals.).
 OA0027
 OA0027.The modeled gravity was interpolated from observed gravity values.
 OA0027
 OA0027;                    North         East    Units  Estimated Accuracy
 OA0027;SPC OR S     -   105,110.    1,206,960.      MT  (+/- 180 meters Scaled)
 OA0027
 OA0027                          SUPERSEDED SURVEY CONTROL
 OA0027
 OA0027  NGVD 29 (??/??/92)   52.837  (m)          173.35   (f) ADJ UNCH    2 0
 OA0027
 OA0027.Superseded values are not recommended for survey control.
 OA0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0027.See file dsdata.txt to determine how the superseded data were derived.
 OA0027
 OA0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN122121(NAD 83)
 OA0027_MARKER: DB = BENCH MARK DISK
 OA0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OA0027_STAMPING: A 342 1942
 OA0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0027+STABILITY: SURFACE MOTION
 OA0027
 OA0027  HISTORY     - Date     Condition        Report By
 OA0027  HISTORY     - 1942     MONUMENTED       CGS
 OA0027  HISTORY     - 1964     GOOD             NGS
 OA0027  HISTORY     - 19861202 MARK NOT FOUND   USGS
 OA0027  HISTORY     - 20020619 MARK NOT FOUND   USPSQD
 OA0027
 OA0027                          STATION DESCRIPTION
 OA0027
 OA0027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 OA0027'IN AGNESS.
 OA0027'AT AGNESS, 42 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE POST
 OA0027'OFFICE, 19 FEET SOUTH OF THE CENTER OF THE ROAD, 2 FEET NORTH OF AN
 OA0027'EAST-WEST FENCE AND 0.5 FOOT EAST OF A METAL WITNESS POST.  IN THE TOP
 OA0027'OF A SQUARE CONCRETE POST THAT PROJECTS 6 INCHES.
 OA0027
 OA0027                          STATION RECOVERY (1986)
 OA0027
 OA0027'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (TAM)
 OA0027'MARK NOT FOUND.
 OA0027
 OA0027                          STATION RECOVERY (2002)
 OA0027
 OA0027'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 OA0027'NEW POST OFFICE BUILT 0987. AREA GRADED AND LANDSCAPED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0659 ***********************************************************************
 NZ0659  DESIGNATION -  A 343
 NZ0659  PID         -  NZ0659
 NZ0659  STATE/COUNTY-  OR/JOSEPHINE
 NZ0659  USGS QUAD   -  SILVER PEAK (1989)
 NZ0659
 NZ0659                         *CURRENT SURVEY CONTROL
 NZ0659  ___________________________________________________________________
 NZ0659* NAD 83(1986)-  42 26 10.     (N)    123 54 34.     (W)     SCALED    
 NZ0659* NAVD 88     -      1162.820  (meters)    3815.02   (feet)  ADJUSTED  
 NZ0659  ___________________________________________________________________
 NZ0659  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 NZ0659  DYNAMIC HT  -        1162.248 (meters)    3813.14  (feet)  COMP
 NZ0659  MODELED GRAV-     980,088.0   (mgal)                       NAVD 88
 NZ0659
 NZ0659  VERT ORDER  -  SECOND    CLASS 0
 NZ0659
 NZ0659.The horizontal coordinates were scaled from a topographic map and have
 NZ0659.an estimated accuracy of +/- 6 seconds.
 NZ0659
 NZ0659.The orthometric height was determined by differential leveling
 NZ0659.and adjusted in June 1991.
 NZ0659
 NZ0659.The geoid height was determined by GEOID03.
 NZ0659
 NZ0659.The dynamic height is computed by dividing the NAVD 88
 NZ0659.geopotential number by the normal gravity value computed on the
 NZ0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0659.degrees latitude (g = 980.6199 gals.).
 NZ0659
 NZ0659.The modeled gravity was interpolated from observed gravity values.
 NZ0659
 NZ0659;                    North         East    Units  Estimated Accuracy
 NZ0659;SPC OR S     -    91,180.    1,219,550.      MT  (+/- 180 meters Scaled)
 NZ0659
 NZ0659                          SUPERSEDED SURVEY CONTROL
 NZ0659
 NZ0659  NGVD 29 (??/??/92) 1161.762  (m)         3811.55   (f) ADJ UNCH    2 0
 NZ0659
 NZ0659.Superseded values are not recommended for survey control.
 NZ0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0659.See file dsdata.txt to determine how the superseded data were derived.
 NZ0659
 NZ0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM251986(NAD 83)
 NZ0659_MARKER: DB = BENCH MARK DISK
 NZ0659_SETTING: 66 = SET IN ROCK OUTCROP
 NZ0659_SP_SET: ROCK OUTCROP
 NZ0659_STAMPING: A 343 1942
 NZ0659_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NZ0659+STABILITY: POSITION/ELEVATION WELL
 NZ0659
 NZ0659  HISTORY     - Date     Condition        Report By
 NZ0659  HISTORY     - 1942     MONUMENTED       CGS
 NZ0659
 NZ0659                          STATION DESCRIPTION
 NZ0659
 NZ0659'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NZ0659'19.7 MI SE FROM AGNESS.
 NZ0659'ALONG A ROAD AND THE ILLINOIS RIVER TRAIL, 170 FEET SOUTHEAST OF TRAIL
 NZ0659'TO BALD MOUNTAIN LOOKOUT, AND 3 FEET EAST OF CENTER LINE OF TRAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0727 ***********************************************************************
 NZ0727  DESIGNATION -  A 344
 NZ0727  PID         -  NZ0727
 NZ0727  STATE/COUNTY-  OR/CURRY
 NZ0727  USGS QUAD   -  MARIAL (1989)
 NZ0727
 NZ0727                         *CURRENT SURVEY CONTROL
 NZ0727  ___________________________________________________________________
 NZ0727* NAD 83(1986)-  42 42 14.     (N)    123 55 07.     (W)     SCALED    
 NZ0727* NAVD 88     -       105.530  (meters)     346.23   (feet)  ADJUSTED  
 NZ0727  ___________________________________________________________________
 NZ0727  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 NZ0727  DYNAMIC HT  -         105.497 (meters)     346.12  (feet)  COMP
 NZ0727  MODELED GRAV-     980,304.7   (mgal)                       NAVD 88
 NZ0727
 NZ0727  VERT ORDER  -  SECOND    CLASS 0
 NZ0727
 NZ0727.The horizontal coordinates were scaled from a topographic map and have
 NZ0727.an estimated accuracy of +/- 6 seconds.
 NZ0727
 NZ0727.The orthometric height was determined by differential leveling
 NZ0727.and adjusted in June 1991.
 NZ0727
 NZ0727.The geoid height was determined by GEOID03.
 NZ0727
 NZ0727.The dynamic height is computed by dividing the NAVD 88
 NZ0727.geopotential number by the normal gravity value computed on the
 NZ0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0727.degrees latitude (g = 980.6199 gals.).
 NZ0727
 NZ0727.The modeled gravity was interpolated from observed gravity values.
 NZ0727
 NZ0727;                    North         East    Units  Estimated Accuracy
 NZ0727;SPC OR S     -   120,930.    1,220,010.      MT  (+/- 180 meters Scaled)
 NZ0727
 NZ0727                          SUPERSEDED SURVEY CONTROL
 NZ0727
 NZ0727  NGVD 29 (??/??/92)  104.452  (m)          342.69   (f) ADJ UNCH    2 0
 NZ0727
 NZ0727.Superseded values are not recommended for survey control.
 NZ0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0727.See file dsdata.txt to determine how the superseded data were derived.
 NZ0727
 NZ0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN247283(NAD 83)
 NZ0727_MARKER: DB = BENCH MARK DISK
 NZ0727_SETTING: 66 = SET IN ROCK OUTCROP
 NZ0727_SP_SET: ROCK OUTCROP
 NZ0727_STAMPING: A 344 1942
 NZ0727_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NZ0727+STABILITY: POSITION/ELEVATION WELL
 NZ0727
 NZ0727  HISTORY     - Date     Condition        Report By
 NZ0727  HISTORY     - 1942     MONUMENTED       CGS
 NZ0727  HISTORY     - 19860601 MARK NOT FOUND   USGS
 NZ0727
 NZ0727                          STATION DESCRIPTION
 NZ0727
 NZ0727'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NZ0727'19.2 MI NE FROM AGNESS.
 NZ0727'ALONG A ROAD AND THE ROGUE RIVER TRAIL, 45 FEET EAST OF 13-MILE
 NZ0727'MARKER, 18 FEET NORTHWEST OF TRIANGULAR-BLAZED PINE TREE, 6 FEET SOUTH
 NZ0727'OF CENTER LINE OF TRAIL.
 NZ0727
 NZ0727                          STATION RECOVERY (1986)
 NZ0727
 NZ0727'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (PSM)
 NZ0727'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0034 ***********************************************************************
 OA0034  DESIGNATION -  A 345
 OA0034  PID         -  OA0034
 OA0034  STATE/COUNTY-  OR/CURRY
 OA0034  USGS QUAD   -  ILLAHE (1989)
 OA0034
 OA0034                         *CURRENT SURVEY CONTROL
 OA0034  ___________________________________________________________________
 OA0034* NAD 83(1986)-  42 37 42.     (N)    124 03 22.     (W)     SCALED    
 OA0034* NAVD 88     -       105.689  (meters)     346.75   (feet)  ADJUSTED  
 OA0034  ___________________________________________________________________
 OA0034  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 OA0034  DYNAMIC HT  -         105.660 (meters)     346.65  (feet)  COMP
 OA0034  MODELED GRAV-     980,345.8   (mgal)                       NAVD 88
 OA0034
 OA0034  VERT ORDER  -  SECOND    CLASS 0
 OA0034
 OA0034.The horizontal coordinates were scaled from a topographic map and have
 OA0034.an estimated accuracy of +/- 6 seconds.
 OA0034
 OA0034.The orthometric height was determined by differential leveling
 OA0034.and adjusted in June 1991.
 OA0034
 OA0034.The geoid height was determined by GEOID03.
 OA0034
 OA0034.The dynamic height is computed by dividing the NAVD 88
 OA0034.geopotential number by the normal gravity value computed on the
 OA0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0034.degrees latitude (g = 980.6199 gals.).
 OA0034
 OA0034.The modeled gravity was interpolated from observed gravity values.
 OA0034
 OA0034;                    North         East    Units  Estimated Accuracy
 OA0034;SPC OR S     -   113,020.    1,208,400.      MT  (+/- 180 meters Scaled)
 OA0034
 OA0034                          SUPERSEDED SURVEY CONTROL
 OA0034
 OA0034  NGVD 29 (??/??/92)  104.602  (m)          343.18   (f) ADJ UNCH    2 0
 OA0034
 OA0034.Superseded values are not recommended for survey control.
 OA0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0034.See file dsdata.txt to determine how the superseded data were derived.
 OA0034
 OA0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN134200(NAD 83)
 OA0034_MARKER: DB = BENCH MARK DISK
 OA0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OA0034_STAMPING: A 345 1942
 OA0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0034+STABILITY: SURFACE MOTION
 OA0034
 OA0034  HISTORY     - Date     Condition        Report By
 OA0034  HISTORY     - 1942     MONUMENTED       CGS
 OA0034  HISTORY     - 1964     GOOD             NGS
 OA0034  HISTORY     - 20020619 MARK NOT FOUND   USPSQD
 OA0034
 OA0034                          STATION DESCRIPTION
 OA0034
 OA0034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 OA0034'6.3 MI N FROM AGNESS.
 OA0034'6.3 MILES NORTH ALONG THE OLD AGNESS-POWERS ROAD FROM THE AGNESS POST
 OA0034'OFFICE, 250 FEET SOUTHEAST OF THE BUILDING THAT WAS FORMERLY THE
 OA0034'ILLAHE POST OFFICE, 50 FEET NORTH OF A CULVERT OVER MISERVEY CREEK, 38
 OA0034'FEET EAST OF THE CENTER OF THE ROAD, 32 FEET SOUTH OF A POWER POLE
 OA0034'WITH A TRANSFORMER, 13 FEET SOUTH OF THE CENTER OF A DRIVEWAY AND 0.5
 OA0034'FOOT SOUTH OF A METAL WITNESS POST.  IN THE TOP OF A SQUARE CONCRETE
 OA0034'MONUMENT THAT PROJECTS 2 INCHES.
 OA0034
 OA0034                          STATION RECOVERY (2002)
 OA0034
 OA0034'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 OA0034'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0149 ***********************************************************************
 OA0149  DESIGNATION -  A 346 RESET
 OA0149  PID         -  OA0149
 OA0149  STATE/COUNTY-  OR/COOS
 OA0149  USGS QUAD   -  CHINA FLAT (1986)
 OA0149
 OA0149                         *CURRENT SURVEY CONTROL
 OA0149  ___________________________________________________________________
 OA0149* NAD 83(1986)-  42 48 59.     (N)    124 00 43.     (W)     SCALED    
 OA0149* NAVD 88     -       138.62   (meters)     454.8    (feet)  RESET     
 OA0149  ___________________________________________________________________
 OA0149  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 OA0149  VERT ORDER  -  THIRD
 OA0149
 OA0149.The horizontal coordinates were scaled from a topographic map and have
 OA0149.an estimated accuracy of +/- 6 seconds.
 OA0149
 OA0149.The orthometric height was computed from unverified reset data.
 OA0149
 OA0149.The geoid height was determined by GEOID03.
 OA0149
 OA0149;                    North         East    Units  Estimated Accuracy
 OA0149;SPC OR S     -   133,740.    1,212,890.      MT  (+/- 180 meters Scaled)
 OA0149
 OA0149                          SUPERSEDED SURVEY CONTROL
 OA0149
 OA0149.No superseded survey control is available for this station.
 OA0149
 OA0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN172409(NAD 83)
 OA0149_MARKER: DB = BENCH MARK DISK
 OA0149_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OA0149_SP_SET: CURB
 OA0149_STAMPING: A 346 RESET 1968
 OA0149_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OA0149
 OA0149  HISTORY     - Date     Condition        Report By
 OA0149  HISTORY     - 1968     MONUMENTED       CGS
 OA0149  HISTORY     - 20020619 GOOD             USPSQD
 OA0149
 OA0149                          STATION DESCRIPTION
 OA0149
 OA0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 OA0149'6.0 MI S FROM POWERS.
 OA0149'6.0 MILES SOUTH ALONG THE AGNESS-POWERS HIGHWAY FROM THE POWERS PUBLIC
 OA0149'SCHOOL, IN THE CURB OF A CONCRETE BRIDGE OVER ELK CREEK, 14 FEET
 OA0149'SOUTHEAST OF THE CENTER OF THE ROAD, 1.5 FEET NORTHEAST OF THE
 OA0149'SOUTHWEST END OF THE CURB AND 1 FOOT HIGHER THAN THE ROAD.  THE
 OA0149'LETTERS B M WERE PAINTED ON THE CONCRETE CURB.
 OA0149
 OA0149                          STATION RECOVERY (2002)
 OA0149
 OA0149'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 OA0149'.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0403 ***********************************************************************
 OA0403  DESIGNATION -  A 347
 OA0403  PID         -  OA0403
 OA0403  STATE/COUNTY-  OR/COOS
 OA0403  USGS QUAD   -  MYRTLE POINT (1971)
 OA0403
 OA0403                         *CURRENT SURVEY CONTROL
 OA0403  ___________________________________________________________________
 OA0403* NAD 83(1986)-  43 02 37.     (N)    124 08 06.     (W)     SCALED    
 OA0403* NAVD 88     -        15.404  (meters)      50.54   (feet)  ADJUSTED  
 OA0403  ___________________________________________________________________
 OA0403  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 OA0403  DYNAMIC HT  -          15.402 (meters)      50.53  (feet)  COMP
 OA0403  MODELED GRAV-     980,459.1   (mgal)                       NAVD 88
 OA0403
 OA0403  VERT ORDER  -  SECOND    CLASS 0
 OA0403
 OA0403.The horizontal coordinates were scaled from a topographic map and have
 OA0403.an estimated accuracy of +/- 6 seconds.
 OA0403
 OA0403.The orthometric height was determined by differential leveling
 OA0403.and adjusted in June 1991.
 OA0403
 OA0403.The geoid height was determined by GEOID03.
 OA0403
 OA0403.The dynamic height is computed by dividing the NAVD 88
 OA0403.geopotential number by the normal gravity value computed on the
 OA0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0403.degrees latitude (g = 980.6199 gals.).
 OA0403
 OA0403.The modeled gravity was interpolated from observed gravity values.
 OA0403
 OA0403;                    North         East    Units  Estimated Accuracy
 OA0403;SPC OR S     -   159,380.    1,203,930.      MT  (+/- 180 meters Scaled)
 OA0403
 OA0403                          SUPERSEDED SURVEY CONTROL
 OA0403
 OA0403  NGVD 29 (??/??/92)   14.294  (m)           46.90   (f) ADJ UNCH    2 0
 OA0403
 OA0403.Superseded values are not recommended for survey control.
 OA0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0403.See file dsdata.txt to determine how the superseded data were derived.
 OA0403
 OA0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN075662(NAD 83)
 OA0403_MARKER: DB = BENCH MARK DISK
 OA0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA0403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OA0403_STAMPING: A 347
 OA0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0403+STABILITY: SURFACE MOTION
 OA0403
 OA0403  HISTORY     - Date     Condition        Report By
 OA0403  HISTORY     - UNK      MONUMENTED       CGS
 OA0403  HISTORY     - 1970     GOOD             USGS
 OA0403  HISTORY     - 19700611 GOOD             USPSQD
 OA0403
 OA0403                          STATION DESCRIPTION
 OA0403
 OA0403'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 OA0403'1.85 MI S FROM MYRTLE POINT.
 OA0403'ABOUT 1.85 MILES SOUTH OF MYRTLE POINT ALONG THE RAILROAD, ABOUT 15
 OA0403'FEET SOUTHWEST OF A PRIVATE ROAD CROSSING, AND 19 FEET SOUTH-SOUTHWEST
 OA0403'(NOT 18 FEET EAST) OF RAILROAD CENTERLINE.  A USC AND GS DISK SET IN A
 OA0403'CONCRETE POST FLUSH WITH GROUND AND STAMPED A 347. A METAL WITNESS
 OA0403'POST LIES 0.8 FOOT SOUTHEAST AND A WOODEN WITNESS POST LIES 1.5 FEET
 OA0403'SOUTHWEST OF BM.
 OA0403
 OA0403                          STATION RECOVERY (1970)
 OA0403
 OA0403'RECOVERY NOTE BY US POWER SQUADRON 1970 (RAN)
 OA0403'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0739 ***********************************************************************
 NZ0739  DESIGNATION -  A 348
 NZ0739  PID         -  NZ0739
 NZ0739  STATE/COUNTY-  OR/JOSEPHINE
 NZ0739  USGS QUAD   -  MOUNT REUBEN (1989)
 NZ0739
 NZ0739                         *CURRENT SURVEY CONTROL
 NZ0739  ___________________________________________________________________
 NZ0739* NAD 83(1986)-  42 40 38.     (N)    123 37 08.     (W)     SCALED    
 NZ0739* NAVD 88     -       671.753  (meters)    2203.91   (feet)  ADJUSTED  
 NZ0739  ___________________________________________________________________
 NZ0739  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 NZ0739  DYNAMIC HT  -         671.496 (meters)    2203.07  (feet)  COMP
 NZ0739  MODELED GRAV-     980,216.6   (mgal)                       NAVD 88
 NZ0739
 NZ0739  VERT ORDER  -  SECOND    CLASS 0
 NZ0739
 NZ0739.The horizontal coordinates were scaled from a topographic map and have
 NZ0739.an estimated accuracy of +/- 6 seconds.
 NZ0739
 NZ0739.The orthometric height was determined by differential leveling
 NZ0739.and adjusted in June 1991.
 NZ0739
 NZ0739.The geoid height was determined by GEOID03.
 NZ0739
 NZ0739.The dynamic height is computed by dividing the NAVD 88
 NZ0739.geopotential number by the normal gravity value computed on the
 NZ0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0739.degrees latitude (g = 980.6199 gals.).
 NZ0739
 NZ0739.The modeled gravity was interpolated from observed gravity values.
 NZ0739
 NZ0739;                    North         East    Units  Estimated Accuracy
 NZ0739;SPC OR S     -   117,020.    1,244,430.      MT  (+/- 180 meters Scaled)
 NZ0739
 NZ0739                          SUPERSEDED SURVEY CONTROL
 NZ0739
 NZ0739  NGVD 29 (??/??/92)  670.688  (m)         2200.42   (f) ADJ UNCH    2 0
 NZ0739
 NZ0739.Superseded values are not recommended for survey control.
 NZ0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0739.See file dsdata.txt to determine how the superseded data were derived.
 NZ0739
 NZ0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN492251(NAD 83)
 NZ0739_MARKER: DB = BENCH MARK DISK
 NZ0739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ0739_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NZ0739_STAMPING: A 348 1942
 NZ0739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0739+STABILITY: SURFACE MOTION
 NZ0739
 NZ0739  HISTORY     - Date     Condition        Report By
 NZ0739  HISTORY     - 1942     MONUMENTED       CGS
 NZ0739  HISTORY     - 1964     GOOD             NGS
 NZ0739  HISTORY     - 19760802 GOOD             USGS
 NZ0739  HISTORY     - 1980     GOOD             LOCSUR
 NZ0739
 NZ0739                          STATION DESCRIPTION
 NZ0739
 NZ0739'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 NZ0739'12.0 MI NW FROM GALICE.
 NZ0739'12.0 MILES NORTHWEST ALONG THE GALICE-MARIAL ROAD FROM THE CHEVRON
 NZ0739'SERVICE STATION AND STORE AT GALICE, ON THE OUTSIDE OF A CURVE AT A
 NZ0739'SIDE ROAD WEST, 0.2 MILE NORTHWEST OF MILE POST NO. 12, 42 FEET WEST
 NZ0739'OF THE CENTER OF THE ROAD, 24 FEET NORTH OF THE CENTER OF THE SIDE
 NZ0739'ROAD, 0.5 FOOT NORTH OF A METAL WITNESS POST AND 1 FOOT BELOW THE
 NZ0739'LEVEL OF THE ROAD.  THE MONUMENT PROJECTS 3 INCHES.
 NZ0739
 NZ0739                          STATION RECOVERY (1976)
 NZ0739
 NZ0739'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976 (RWH)
 NZ0739'RECOVERED IN GOOD CONDITION.
 NZ0739
 NZ0739                          STATION RECOVERY (1980)
 NZ0739
 NZ0739'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 NZ0739'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0606 ***********************************************************************
 NZ0606  DESIGNATION -  A 349
 NZ0606  PID         -  NZ0606
 NZ0606  STATE/COUNTY-  OR/JOSEPHINE
 NZ0606  USGS QUAD   -  O'BRIEN (1996)
 NZ0606
 NZ0606                         *CURRENT SURVEY CONTROL
 NZ0606  ___________________________________________________________________
 NZ0606* NAD 83(1986)-  42 04 07.     (N)    123 42 07.     (W)     SCALED    
 NZ0606* NAVD 88     -       431.887  (meters)    1416.95   (feet)  ADJUSTED  
 NZ0606  ___________________________________________________________________
 NZ0606  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 NZ0606  DYNAMIC HT  -         431.710 (meters)    1416.37  (feet)  COMP
 NZ0606  MODELED GRAV-     980,198.1   (mgal)                       NAVD 88
 NZ0606
 NZ0606  VERT ORDER  -  SECOND    CLASS 0
 NZ0606
 NZ0606.The horizontal coordinates were scaled from a topographic map and have
 NZ0606.an estimated accuracy of +/- 6 seconds.
 NZ0606
 NZ0606.The orthometric height was determined by differential leveling
 NZ0606.and adjusted in June 1991.
 NZ0606
 NZ0606.The geoid height was determined by GEOID03.
 NZ0606
 NZ0606.The dynamic height is computed by dividing the NAVD 88
 NZ0606.geopotential number by the normal gravity value computed on the
 NZ0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0606.degrees latitude (g = 980.6199 gals.).
 NZ0606
 NZ0606.The modeled gravity was interpolated from observed gravity values.
 NZ0606
 NZ0606;                    North         East    Units  Estimated Accuracy
 NZ0606;SPC OR S     -    49,720.    1,235,050.      MT  (+/- 180 meters Scaled)
 NZ0606
 NZ0606                          SUPERSEDED SURVEY CONTROL
 NZ0606
 NZ0606  NGVD 29 (??/??/92)  430.911  (m)         1413.75   (f) ADJ UNCH    2 0
 NZ0606
 NZ0606.Superseded values are not recommended for survey control.
 NZ0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0606.See file dsdata.txt to determine how the superseded data were derived.
 NZ0606
 NZ0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM419576(NAD 83)
 NZ0606_MARKER: DB = BENCH MARK DISK
 NZ0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ0606_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NZ0606_STAMPING: A 349 1942
 NZ0606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0606+STABILITY: SURFACE MOTION
 NZ0606
 NZ0606  HISTORY     - Date     Condition        Report By
 NZ0606  HISTORY     - 1942     MONUMENTED       CGS
 NZ0606  HISTORY     - 1977     MARK NOT FOUND   USGS
 NZ0606  HISTORY     - 19860414 MARK NOT FOUND   USGS
 NZ0606
 NZ0606                          STATION DESCRIPTION
 NZ0606
 NZ0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NZ0606'IN OBRIEN.
 NZ0606'72 FEET EAST OF THE POST OFFICE AT OBRIEN, 39 FEET SOUTHWEST OF THE
 NZ0606'CENTERLINE OF THE HIGHWAY, IN THE FORKS OF A ROAD LEADING TO LONE
 NZ0606'MOUNTAIN RESORT, 6 FEET NORTH OF A FORESTRY SIGN AND 7 FEET NORTHEAST
 NZ0606'OF A STUMP ABOUT 3 FEET HIGH AND 30-INCHES IN DIAMETER.  (WITNESS POST
 NZ0606'SET).
 NZ0606
 NZ0606                          STATION RECOVERY (1977)
 NZ0606
 NZ0606'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 NZ0606'MARK NOT FOUND.
 NZ0606
 NZ0606                          STATION RECOVERY (1986)
 NZ0606
 NZ0606'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (MHH)
 NZ0606'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0174 ***********************************************************************
 QC0174  DESIGNATION -  A 35
 QC0174  PID         -  QC0174
 QC0174  STATE/COUNTY-  OR/GRANT
 QC0174  USGS QUAD   -  PRAIRIE CITY (1996)
 QC0174
 QC0174                         *CURRENT SURVEY CONTROL
 QC0174  ___________________________________________________________________
 QC0174* NAD 83(1986)-  44 28 17.     (N)    118 39 30.     (W)     SCALED    
 QC0174* NAVD 88     -      1166.598  (meters)    3827.41   (feet)  ADJUSTED  
 QC0174  ___________________________________________________________________
 QC0174  GEOID HEIGHT-         -17.77  (meters)                     GEOID03
 QC0174  DYNAMIC HT  -        1166.148 (meters)    3825.94  (feet)  COMP
 QC0174  MODELED GRAV-     980,191.9   (mgal)                       NAVD 88
 QC0174
 QC0174  VERT ORDER  -  FIRST     CLASS II
 QC0174
 QC0174.The horizontal coordinates were scaled from a topographic map and have
 QC0174.an estimated accuracy of +/- 6 seconds.
 QC0174
 QC0174.The orthometric height was determined by differential leveling
 QC0174.and adjusted in June 1991.
 QC0174.WARNING-Repeat measurements at this control monument indicate possible
 QC0174.vertical movement.
 QC0174
 QC0174.The geoid height was determined by GEOID03.
 QC0174
 QC0174.The dynamic height is computed by dividing the NAVD 88
 QC0174.geopotential number by the normal gravity value computed on the
 QC0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0174.degrees latitude (g = 980.6199 gals.).
 QC0174
 QC0174.The modeled gravity was interpolated from observed gravity values.
 QC0174
 QC0174;                    North         East    Units  Estimated Accuracy
 QC0174;SPC OR N     -    91,090.    2,646,520.      MT  (+/- 180 meters Scaled)
 QC0174
 QC0174                          SUPERSEDED SURVEY CONTROL
 QC0174
 QC0174  NGVD 29 (??/??/92) 1165.376  (m)         3823.40   (f) ADJ UNCH    1 2
 QC0174
 QC0174.Superseded values are not recommended for survey control.
 QC0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0174.See file dsdata.txt to determine how the superseded data were derived.
 QC0174
 QC0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK681255(NAD 83)
 QC0174_MARKER: DB = BENCH MARK DISK
 QC0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QC0174_STAMPING: 3823.746 A 35 1930
 QC0174_MARK LOGO: CGS   
 QC0174_PROJECTION: PROJECTING 20 CENTIMETERS
 QC0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0174+STABILITY: SURFACE MOTION
 QC0174
 QC0174  HISTORY     - Date     Condition        Report By
 QC0174  HISTORY     - 1930     MONUMENTED       CGS
 QC0174  HISTORY     - 1963     GOOD             NGS
 QC0174  HISTORY     - 1985     GOOD             NGS
 QC0174
 QC0174                          STATION DESCRIPTION
 QC0174
 QC0174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 QC0174'3.0 MI NE FROM PRARIE CITY.
 QC0174'3.0 MILES NORTHEAST ALONG U.S. HIGHWAY 26 FROM THE PRARIE CITY POST
 QC0174'OFFICE, 0.1 MILE NORTHEAST OF MILE POST NO. 178, 400 FEET NORTHEAST OF
 QC0174'THE GOLDEN WEST CAFE, 93 FEET EAST OF THE CENTER OF U.S. HIGHWAY 26,
 QC0174'42 FEET EAST OF A FENCE, 1 FOOT EAST OF A METAL WITNESS POST AND ABOUT
 QC0174'6 FEET ABOVE THE LEVEL OF THE HIGHWAY.  THE MONUMENT PROJECTS 6
 QC0174'INCHES.
 QC0174
 QC0174                          STATION RECOVERY (1985)
 QC0174
 QC0174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QC0174'RECOVERED IN GOOD CONDITION.  THE 1964 DESCRIPTION IS ADEQUATE.
 QC0174'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 QC0174'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0318 ***********************************************************************
 NY0318  DESIGNATION -  A 350
 NY0318  PID         -  NY0318
 NY0318  STATE/COUNTY-  OR/KLAMATH
 NY0318  USGS QUAD   -  SWAN LAKE (1985)
 NY0318
 NY0318                         *CURRENT SURVEY CONTROL
 NY0318  ___________________________________________________________________
 NY0318* NAD 83(1986)-  42 16 43.     (N)    121 30 22.     (W)     SCALED    
 NY0318* NAVD 88     -      1277.897  (meters)    4192.57   (feet)  ADJUSTED  
 NY0318  ___________________________________________________________________
 NY0318  GEOID HEIGHT-         -22.24  (meters)                     GEOID03
 NY0318  DYNAMIC HT  -        1277.140 (meters)    4190.08  (feet)  COMP
 NY0318  MODELED GRAV-     979,984.7   (mgal)                       NAVD 88
 NY0318
 NY0318  VERT ORDER  -  SECOND    CLASS 0
 NY0318
 NY0318.The horizontal coordinates were scaled from a topographic map and have
 NY0318.an estimated accuracy of +/- 6 seconds.
 NY0318
 NY0318.The orthometric height was determined by differential leveling
 NY0318.and adjusted in June 1991.
 NY0318
 NY0318.The geoid height was determined by GEOID03.
 NY0318
 NY0318.The dynamic height is computed by dividing the NAVD 88
 NY0318.geopotential number by the normal gravity value computed on the
 NY0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0318.degrees latitude (g = 980.6199 gals.).
 NY0318
 NY0318.The modeled gravity was interpolated from observed gravity values.
 NY0318
 NY0318;                    North         East    Units  Estimated Accuracy
 NY0318;SPC OR S     -    68,480.    1,417,010.      MT  (+/- 180 meters Scaled)
 NY0318
 NY0318                          SUPERSEDED SURVEY CONTROL
 NY0318
 NY0318  NGVD 29 (??/??/92) 1276.802  (m)         4188.97   (f) ADJ UNCH    2 0
 NY0318
 NY0318.Superseded values are not recommended for survey control.
 NY0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0318.See file dsdata.txt to determine how the superseded data were derived.
 NY0318
 NY0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM231817(NAD 83)
 NY0318_MARKER: DB = BENCH MARK DISK
 NY0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NY0318_STAMPING: A 350 1943
 NY0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0318+STABILITY: SURFACE MOTION
 NY0318
 NY0318  HISTORY     - Date     Condition        Report By
 NY0318  HISTORY     - 1943     MONUMENTED       CGS
 NY0318  HISTORY     - 1957     MARK NOT FOUND   NGS
 NY0318  HISTORY     - 1981     MARK NOT FOUND   USGS
 NY0318  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 NY0318
 NY0318                          STATION DESCRIPTION
 NY0318
 NY0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 NY0318'3.1 MI NE FROM DAIRY.
 NY0318'THIS MARK IS ABOUT 1.1 MILE EAST ALONG STATE HIGHWAY 66 AND 2.0 MILES
 NY0318'NORTH ALONG THE OLD ROAD TO SPRAGUE RIVER FROM THE POST OFFICE AT
 NY0318'DAIRY, KLAMATH COUNTY, 0.3 MILE NORTH OF A ABANDON YELLOW BUNGALOW ON
 NY0318'THE EAST SIDE OF THE ROAD, SET ON THE SUMMIT OF A HILL, 69.0 FEET WEST
 NY0318'OF A TELEPHONE AND FENCE LINE, 42.0 FEET WEST OF THE CENTER LINE OF
 NY0318'THE ROAD, PROJECTING ABOUT 4-INCHES ABOVE THE GROUND, 2.0 FEET EAST OF
 NY0318'A WHITE REFERENCE POST.
 NY0318
 NY0318                          STATION RECOVERY (1957)
 NY0318
 NY0318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 NY0318'MARK NOT FOUND.
 NY0318
 NY0318                          STATION RECOVERY (1981)
 NY0318
 NY0318'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 NY0318'MARK NOT FOUND.
 NY0318
 NY0318                          STATION RECOVERY (1984)
 NY0318
 NY0318'RECOVERY NOTE BY US POWER SQUADRON 1984 (JTF)
 NY0318'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0637 ***********************************************************************
 NZ0637  DESIGNATION -  A 351
 NZ0637  PID         -  NZ0637
 NZ0637  STATE/COUNTY-  OR/JOSEPHINE
 NZ0637  USGS QUAD   -  PEARSOLL PEAK (1989)
 NZ0637
 NZ0637                         *CURRENT SURVEY CONTROL
 NZ0637  ___________________________________________________________________
 NZ0637* NAD 83(1986)-  42 18 30.     (N)    123 46 27.     (W)     SCALED    
 NZ0637* NAVD 88     -       413.991  (meters)    1358.24   (feet)  ADJUSTED  
 NZ0637  ___________________________________________________________________
 NZ0637  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 NZ0637  DYNAMIC HT  -         413.839 (meters)    1357.74  (feet)  COMP
 NZ0637  MODELED GRAV-     980,242.1   (mgal)                       NAVD 88
 NZ0637
 NZ0637  VERT ORDER  -  SECOND    CLASS 0
 NZ0637
 NZ0637.The horizontal coordinates were scaled from a topographic map and have
 NZ0637.an estimated accuracy of +/- 6 seconds.
 NZ0637
 NZ0637.The orthometric height was determined by differential leveling
 NZ0637.and adjusted in June 1991.
 NZ0637
 NZ0637.The geoid height was determined by GEOID03.
 NZ0637
 NZ0637.The dynamic height is computed by dividing the NAVD 88
 NZ0637.geopotential number by the normal gravity value computed on the
 NZ0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0637.degrees latitude (g = 980.6199 gals.).
 NZ0637
 NZ0637.The modeled gravity was interpolated from observed gravity values.
 NZ0637
 NZ0637;                    North         East    Units  Estimated Accuracy
 NZ0637;SPC OR S     -    76,560.    1,230,110.      MT  (+/- 180 meters Scaled)
 NZ0637
 NZ0637                          SUPERSEDED SURVEY CONTROL
 NZ0637
 NZ0637  NGVD 29 (??/??/92)  413.010  (m)         1355.02   (f) ADJ UNCH    2 0
 NZ0637
 NZ0637.Superseded values are not recommended for survey control.
 NZ0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0637.See file dsdata.txt to determine how the superseded data were derived.
 NZ0637
 NZ0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM361843(NAD 83)
 NZ0637_MARKER: DB = BENCH MARK DISK
 NZ0637_SETTING: 80 = SET IN A BOULDER
 NZ0637_SP_SET: BOULDER
 NZ0637_STAMPING: A 351 1942
 NZ0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0637+STABILITY: SURFACE MOTION
 NZ0637
 NZ0637  HISTORY     - Date     Condition        Report By
 NZ0637  HISTORY     - 1942     MONUMENTED       CGS
 NZ0637  HISTORY     - 1964     MARK NOT FOUND   NGS
 NZ0637  HISTORY     - 19860817 MARK NOT FOUND   USGS
 NZ0637
 NZ0637                          STATION DESCRIPTION
 NZ0637
 NZ0637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 NZ0637'11.5 MI NW FROM SELMA.
 NZ0637'IT WAS TO HAVE BEEN 11.5 MILES NORTHWEST ALONG THE ILLINOIS RIVER ROAD
 NZ0637'FROM SELMA, ABOUT 5 FEET WEST OF A FOREST SERVICE SIGN, AT THE
 NZ0637'JUNCTION OF A TRAIL AND THE ROAD, ABOUT 38 FEET NORTH OF A BARN, ABOUT
 NZ0637'15 FEET WEST OF A SHORT TURN-OUT IN THE ROAD ON A HAIRPIN CURVE, IN
 NZ0637'TOP OF A GRAY BOULDER, A WITNESS POST SET NEARBY.  NOTE-- THE TRAIL
 NZ0637'HAS BEEN DEVELOPED INTO A ROAD.
 NZ0637
 NZ0637                          STATION RECOVERY (1986)
 NZ0637
 NZ0637'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (TAM)
 NZ0637'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0542 ***********************************************************************
 NY0542  DESIGNATION -  A 352
 NY0542  PID         -  NY0542
 NY0542  STATE/COUNTY-  OR/KLAMATH
 NY0542  USGS QUAD   -  CHILOQUIN (1988)
 NY0542
 NY0542                         *CURRENT SURVEY CONTROL
 NY0542  ___________________________________________________________________
 NY0542* NAD 83(1986)-  42 35 20.     (N)    121 49 49.     (W)     SCALED    
 NY0542* NAVD 88     -      1288.405  (meters)    4227.04   (feet)  ADJUSTED  
 NY0542  ___________________________________________________________________
 NY0542  GEOID HEIGHT-         -22.30  (meters)                     GEOID03
 NY0542  DYNAMIC HT  -        1287.660 (meters)    4224.60  (feet)  COMP
 NY0542  MODELED GRAV-     979,998.3   (mgal)                       NAVD 88
 NY0542
 NY0542  VERT ORDER  -  SECOND    CLASS 0
 NY0542
 NY0542.The horizontal coordinates were scaled from a topographic map and have
 NY0542.an estimated accuracy of +/- 6 seconds.
 NY0542
 NY0542.The orthometric height was determined by differential leveling
 NY0542.and adjusted in June 1991.
 NY0542
 NY0542.The geoid height was determined by GEOID03.
 NY0542
 NY0542.The dynamic height is computed by dividing the NAVD 88
 NY0542.geopotential number by the normal gravity value computed on the
 NY0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0542.degrees latitude (g = 980.6199 gals.).
 NY0542
 NY0542.The modeled gravity was interpolated from observed gravity values.
 NY0542
 NY0542;                    North         East    Units  Estimated Accuracy
 NY0542;SPC OR S     -   103,310.    1,390,820.      MT  (+/- 180 meters Scaled)
 NY0542
 NY0542                          SUPERSEDED SURVEY CONTROL
 NY0542
 NY0542  NGVD 29 (??/??/92) 1287.263  (m)         4223.30   (f) ADJ UNCH    2 0
 NY0542
 NY0542.Superseded values are not recommended for survey control.
 NY0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0542.See file dsdata.txt to determine how the superseded data were derived.
 NY0542
 NY0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN959158(NAD 83)
 NY0542_MARKER: DB = BENCH MARK DISK
 NY0542_SETTING: 66 = SET IN ROCK OUTCROP
 NY0542_SP_SET: ROCK
 NY0542_STAMPING: A 352 1943
 NY0542_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NY0542+STABILITY: POSITION/ELEVATION WELL
 NY0542
 NY0542  HISTORY     - Date     Condition        Report By
 NY0542  HISTORY     - 1943     MONUMENTED       CGS
 NY0542  HISTORY     - 19841205 MARK NOT FOUND   USPSQD
 NY0542
 NY0542                          STATION DESCRIPTION
 NY0542
 NY0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 NY0542'2.0 MI NE FROM CHILOQUIN.
 NY0542'ABOUT 2.0 MILES NORTHEAST ALONG THE SPRAGUE RIVER ROAD FROM THE
 NY0542'SOUTHERN PACIFIC CO. RAILROAD STATION AT CHILOQUIN, KLAMATH COUNTY,
 NY0542'UNDER A VERY STEEP ROCK HILL, 26 FEET NORTH OF THE CENTER LINE OF THE
 NY0542'ROAD, AND IN THE TOP OF A ROCK MARKED BY THE LETTERS B.M. PAINTED ON
 NY0542'ITS SOUTH SIDE.  A STANDARD DISK, STAMPED A 352 1943.
 NY0542
 NY0542                          STATION RECOVERY (1984)
 NY0542
 NY0542'RECOVERY NOTE BY US POWER SQUADRON 1984 (CDL)
 NY0542'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0807 ***********************************************************************
 NZ0807  DESIGNATION -  A 353
 NZ0807  PID         -  NZ0807
 NZ0807  STATE/COUNTY-  OR/JOSEPHINE
 NZ0807  USGS QUAD   -  KELSEY PEAK (1989)
 NZ0807
 NZ0807                         *CURRENT SURVEY CONTROL
 NZ0807  ___________________________________________________________________
 NZ0807* NAD 83(1986)-  42 43 56.     (N)    123 49 18.     (W)     SCALED    
 NZ0807* NAVD 88     -       691.224  (meters)    2267.79   (feet)  ADJUSTED  
 NZ0807  ___________________________________________________________________
 NZ0807  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 NZ0807  DYNAMIC HT  -         690.973 (meters)    2266.97  (feet)  COMP
 NZ0807  MODELED GRAV-     980,233.9   (mgal)                       NAVD 88
 NZ0807
 NZ0807  VERT ORDER  -  SECOND    CLASS 0
 NZ0807
 NZ0807.The horizontal coordinates were scaled from a topographic map and have
 NZ0807.an estimated accuracy of +/- 6 seconds.
 NZ0807
 NZ0807.The orthometric height was determined by differential leveling
 NZ0807.and adjusted in June 1991.
 NZ0807
 NZ0807.The geoid height was determined by GEOID03.
 NZ0807
 NZ0807.The dynamic height is computed by dividing the NAVD 88
 NZ0807.geopotential number by the normal gravity value computed on the
 NZ0807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0807.degrees latitude (g = 980.6199 gals.).
 NZ0807
 NZ0807.The modeled gravity was interpolated from observed gravity values.
 NZ0807
 NZ0807;                    North         East    Units  Estimated Accuracy
 NZ0807;SPC OR S     -   123,760.    1,228,070.      MT  (+/- 180 meters Scaled)
 NZ0807
 NZ0807                          SUPERSEDED SURVEY CONTROL
 NZ0807
 NZ0807  NGVD 29 (??/??/92)  690.138  (m)         2264.23   (f) ADJ UNCH    2 0
 NZ0807
 NZ0807.Superseded values are not recommended for survey control.
 NZ0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0807.See file dsdata.txt to determine how the superseded data were derived.
 NZ0807
 NZ0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN327314(NAD 83)
 NZ0807_MARKER: DB = BENCH MARK DISK
 NZ0807_SETTING: 66 = SET IN ROCK OUTCROP
 NZ0807_SP_SET: BEDROCK
 NZ0807_STAMPING: A 353 1942
 NZ0807_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NZ0807+STABILITY: POSITION/ELEVATION WELL
 NZ0807
 NZ0807  HISTORY     - Date     Condition        Report By
 NZ0807  HISTORY     - 1942     MONUMENTED       CGS
 NZ0807  HISTORY     - 1964     GOOD             NGS
 NZ0807  HISTORY     - 19850820 MARK NOT FOUND   USGS
 NZ0807
 NZ0807                          STATION DESCRIPTION
 NZ0807
 NZ0807'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 NZ0807'4.5 MI NE FROM MARIAL.
 NZ0807'4.5 MILES NORTHEAST OF MARIAL ALONG THE GALICE-MARIAL ROAD, 0.3 MILE
 NZ0807'SOUTHWEST OF MILE POST NO. 37, 300 FEET SOUTHWEST OF 3 METAL CULVERTS
 NZ0807'UNDER THE ROAD, AT A TURN-OUT ON THE OUTSIDE OF A CURVE IN A MASSIVE
 NZ0807'BEDROCK, 60 FEET WEST OF TWO LARGE MADRONE TREES THAT LEAN SOUTHWEST,
 NZ0807'47 FEET SOUTH OF THE CENTER OF THE ROAD, 1 FOOT EAST OF A ROCK CAIRN
 NZ0807'AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD.  THE MARK IS COVERED BY
 NZ0807'ABOUT 3 INCHES OF DIRT.
 NZ0807
 NZ0807                          STATION RECOVERY (1985)
 NZ0807
 NZ0807'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (ALM)
 NZ0807'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0691 ***********************************************************************
 RD0691  DESIGNATION -  A 354
 RD0691  PID         -  RD0691
 RD0691  STATE/COUNTY-  OR/WASHINGTON
 RD0691  USGS QUAD   -  TIMBER (1979)
 RD0691
 RD0691                         *CURRENT SURVEY CONTROL
 RD0691  ___________________________________________________________________
 RD0691* NAD 83(1986)-  45 39 26.     (N)    123 17 22.     (W)     SCALED    
 RD0691* NAVD 88     -       162.193  (meters)     532.13   (feet)  ADJUSTED  
 RD0691  ___________________________________________________________________
 RD0691  GEOID HEIGHT-         -21.21  (meters)                     GEOID03
 RD0691  DYNAMIC HT  -         162.200 (meters)     532.15  (feet)  COMP
 RD0691  MODELED GRAV-     980,656.6   (mgal)                       NAVD 88
 RD0691
 RD0691  VERT ORDER  -  SECOND    CLASS 0
 RD0691
 RD0691.The horizontal coordinates were scaled from a topographic map and have
 RD0691.an estimated accuracy of +/- 6 seconds.
 RD0691
 RD0691.The orthometric height was determined by differential leveling
 RD0691.and adjusted in June 1991.
 RD0691
 RD0691.The geoid height was determined by GEOID03.
 RD0691
 RD0691.The dynamic height is computed by dividing the NAVD 88
 RD0691.geopotential number by the normal gravity value computed on the
 RD0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0691.degrees latitude (g = 980.6199 gals.).
 RD0691
 RD0691.The modeled gravity was interpolated from observed gravity values.
 RD0691
 RD0691;                    North         East    Units  Estimated Accuracy
 RD0691;SPC OR N     -   224,950.    2,282,650.      MT  (+/- 180 meters Scaled)
 RD0691
 RD0691                          SUPERSEDED SURVEY CONTROL
 RD0691
 RD0691  NGVD 29 (??/??/92)  161.112  (m)          528.58   (f) ADJ UNCH    2 0
 RD0691
 RD0691.Superseded values are not recommended for survey control.
 RD0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0691.See file dsdata.txt to determine how the superseded data were derived.
 RD0691
 RD0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR774560(NAD 83)
 RD0691_MARKER: DB = BENCH MARK DISK
 RD0691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0691_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0691_STAMPING: A 354 1942
 RD0691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0691+STABILITY: SURFACE MOTION
 RD0691
 RD0691  HISTORY     - Date     Condition        Report By
 RD0691  HISTORY     - 1942     MONUMENTED       CGS
 RD0691  HISTORY     - 1962     GOOD             NGS
 RD0691  HISTORY     - 1988     POOR             USPSQD
 RD0691
 RD0691                          STATION DESCRIPTION
 RD0691
 RD0691'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RD0691'1.3 MI NW FROM GLENWOOD.
 RD0691'REACHED FROM THE POST OFFICE AT GLENWOOD GO WEST ON STATE HIGHWAY 8
 RD0691'FOR ABOUT 0.4 MILE TO THE JUNCTION WITH THE HIGHWAY TO TIMBER, TURN
 RD0691'RIGHT, GO NORTHWEST, FOR 0.9 MILE TO A T-ROAD ON THE RIGHT, EAST, 45
 RD0691'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 17 FEET SOUTH OF THE
 RD0691'CENTER LINE OF THE FARM ROAD GOING TO THE EAST, 42 FEET SOUTHEAST OF
 RD0691'EARL A. JOHNSON MAIL BOX, 11 FEET NORTH OF A SMALL BUILDING, AND
 RD0691'1-FOOT EAST OF A METAL WITNESS POST.  A STANDARD BENCH MARK DISK SET
 RD0691'IN TOP OF A CONCRETE POST THAT IS PROJECTING ABOUT 0.5 FOOT ABOVE
 RD0691'GROUND AND ABOUT THE SAME ELEVATION AS THE CENTER LINE OF THE HIGHWAY.
 RD0691
 RD0691                          STATION RECOVERY (1988)
 RD0691
 RD0691'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCC)
 RD0691'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1225 ***********************************************************************
 QD1225  DESIGNATION -  A 355
 QD1225  PID         -  QD1225
 QD1225  STATE/COUNTY-  OR/MARION
 QD1225  USGS QUAD   -  BREITENBUSH HOT SPRI (1997)
 QD1225
 QD1225                         *CURRENT SURVEY CONTROL
 QD1225  ___________________________________________________________________
 QD1225* NAD 83(1986)-  44 47 24.     (N)    121 55 54.     (W)     SCALED    
 QD1225* NAVD 88     -       773.662  (meters)    2538.26   (feet)  ADJUSTED  
 QD1225  ___________________________________________________________________
 QD1225  GEOID HEIGHT-         -21.32  (meters)                     GEOID03
 QD1225  DYNAMIC HT  -         773.465 (meters)    2537.61  (feet)  COMP
 QD1225  MODELED GRAV-     980,337.6   (mgal)                       NAVD 88
 QD1225
 QD1225  VERT ORDER  -  SECOND    CLASS 0
 QD1225
 QD1225.The horizontal coordinates were scaled from a topographic map and have
 QD1225.an estimated accuracy of +/- 6 seconds.
 QD1225
 QD1225.The orthometric height was determined by differential leveling
 QD1225.and adjusted in June 1991.
 QD1225
 QD1225.The geoid height was determined by GEOID03.
 QD1225
 QD1225.The dynamic height is computed by dividing the NAVD 88
 QD1225.geopotential number by the normal gravity value computed on the
 QD1225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1225.degrees latitude (g = 980.6199 gals.).
 QD1225
 QD1225.The modeled gravity was interpolated from observed gravity values.
 QD1225
 QD1225;                    North         East    Units  Estimated Accuracy
 QD1225;SPC OR N     -   125,830.    2,386,720.      MT  (+/- 180 meters Scaled)
 QD1225
 QD1225                          SUPERSEDED SURVEY CONTROL
 QD1225
 QD1225  NGVD 29 (??/??/92)  772.541  (m)         2534.58   (f) ADJ UNCH    2 0
 QD1225
 QD1225.Superseded values are not recommended for survey control.
 QD1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1225.See file dsdata.txt to determine how the superseded data were derived.
 QD1225
 QD1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ845601(NAD 83)
 QD1225_MARKER: DB = BENCH MARK DISK
 QD1225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD1225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QD1225_STAMPING: A 355 1942
 QD1225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD1225+STABILITY: SURFACE MOTION
 QD1225
 QD1225  HISTORY     - Date     Condition        Report By
 QD1225  HISTORY     - 1942     MONUMENTED       CGS
 QD1225  HISTORY     - 1961     MARK NOT FOUND   NGS
 QD1225  HISTORY     - 19950929 MARK NOT FOUND   NGS
 QD1225
 QD1225                          STATION DESCRIPTION
 QD1225
 QD1225'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QD1225'2.2 MI NE FROM BREITENBUSH HOT SPRINGS.
 QD1225'ALONG THE BREITENBUSH ROAD, 0.1 MILE WEST OF ROAD 14-MILE POST, 33
 QD1225'FEET SOUTH OF CENTER LINE OF ROAD, WITNESS POST HAS BEEN SET MARKED U
 QD1225'S B M.
 QD1225
 QD1225                          STATION RECOVERY (1961)
 QD1225
 QD1225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 QD1225'MARK NOT FOUND.
 QD1225
 QD1225                          STATION RECOVERY (1995)
 QD1225
 QD1225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (LLR)
 QD1225'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0750 ***********************************************************************
 NZ0750  DESIGNATION -  A 356
 NZ0750  PID         -  NZ0750
 NZ0750  STATE/COUNTY-  OR/JOSEPHINE
 NZ0750  USGS QUAD   -  GALICE (1989)
 NZ0750
 NZ0750                         *CURRENT SURVEY CONTROL
 NZ0750  ___________________________________________________________________
 NZ0750* NAD 83(1986)-  42 35 52.     (N)    123 35 05.     (W)     SCALED    
 NZ0750* NAVD 88     -       222.892  (meters)     731.27   (feet)  ADJUSTED  
 NZ0750  ___________________________________________________________________
 NZ0750  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 NZ0750  DYNAMIC HT  -         222.823 (meters)     731.05  (feet)  COMP
 NZ0750  MODELED GRAV-     980,305.1   (mgal)                       NAVD 88
 NZ0750
 NZ0750  VERT ORDER  -  SECOND    CLASS 0
 NZ0750
 NZ0750.The horizontal coordinates were scaled from a topographic map and have
 NZ0750.an estimated accuracy of +/- 6 seconds.
 NZ0750
 NZ0750.The orthometric height was determined by differential leveling
 NZ0750.and adjusted in June 1991.
 NZ0750
 NZ0750.The geoid height was determined by GEOID03.
 NZ0750
 NZ0750.The dynamic height is computed by dividing the NAVD 88
 NZ0750.geopotential number by the normal gravity value computed on the
 NZ0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0750.degrees latitude (g = 980.6199 gals.).
 NZ0750
 NZ0750.The modeled gravity was interpolated from observed gravity values.
 NZ0750
 NZ0750;                    North         East    Units  Estimated Accuracy
 NZ0750;SPC OR S     -   108,090.    1,246,910.      MT  (+/- 180 meters Scaled)
 NZ0750
 NZ0750                          SUPERSEDED SURVEY CONTROL
 NZ0750
 NZ0750  NGVD 29 (??/??/92)  221.872  (m)          727.93   (f) ADJ UNCH    2 0
 NZ0750
 NZ0750.Superseded values are not recommended for survey control.
 NZ0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0750.See file dsdata.txt to determine how the superseded data were derived.
 NZ0750
 NZ0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN520163(NAD 83)
 NZ0750_MARKER: DB = BENCH MARK DISK
 NZ0750_SETTING: 0 = UNSPECIFIED SETTING
 NZ0750_STAMPING: A 356 1942
 NZ0750_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0750
 NZ0750  HISTORY     - Date     Condition        Report By
 NZ0750  HISTORY     - 1942     MONUMENTED       CGS
 NZ0750  HISTORY     - 1964     GOOD             NGS
 NZ0750
 NZ0750                          STATION DESCRIPTION
 NZ0750
 NZ0750'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 NZ0750'2.7 MI W FROM GALICE.
 NZ0750'2.7 MILES WEST ALONG THE ALMEDA ROAD FROM THE CHEVRON SERVICE STATION
 NZ0750'AND STORE AT GALICE AT THE FOREST SERVICE RANGER STATION, 79 FEET EAST
 NZ0750'OF THE CENTER OF THE ROAD, 24 FEET EAST OF THE FLAG STAFF AND 19 FEET
 NZ0750'NORTHWEST OF THE NORTHWEST CORNER OF THE OFFICE.  THE MONUMENT IS
 NZ0750'FLUSH.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0265 ***********************************************************************
 NY0265  DESIGNATION -  A 357
 NY0265  PID         -  NY0265
 NY0265  STATE/COUNTY-  OR/KLAMATH
 NY0265  USGS QUAD   -  YONNA (1988)
 NY0265
 NY0265                         *CURRENT SURVEY CONTROL
 NY0265  ___________________________________________________________________
 NY0265* NAD 83(1986)-  42 16 49.     (N)    121 28 16.     (W)     SCALED    
 NY0265* NAVD 88     -      1266.783  (meters)    4156.10   (feet)  ADJUSTED  
 NY0265  ___________________________________________________________________
 NY0265  GEOID HEIGHT-         -22.19  (meters)                     GEOID03
 NY0265  DYNAMIC HT  -        1266.028 (meters)    4153.63  (feet)  COMP
 NY0265  MODELED GRAV-     979,981.6   (mgal)                       NAVD 88
 NY0265
 NY0265  VERT ORDER  -  FIRST     CLASS II
 NY0265
 NY0265.The horizontal coordinates were scaled from a topographic map and have
 NY0265.an estimated accuracy of +/- 6 seconds.
 NY0265
 NY0265.The orthometric height was determined by differential leveling
 NY0265.and adjusted in June 1991.
 NY0265
 NY0265.The geoid height was determined by GEOID03.
 NY0265
 NY0265.The dynamic height is computed by dividing the NAVD 88
 NY0265.geopotential number by the normal gravity value computed on the
 NY0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0265.degrees latitude (g = 980.6199 gals.).
 NY0265
 NY0265.The modeled gravity was interpolated from observed gravity values.
 NY0265
 NY0265;                    North         East    Units  Estimated Accuracy
 NY0265;SPC OR S     -    68,630.    1,419,900.      MT  (+/- 180 meters Scaled)
 NY0265
 NY0265                          SUPERSEDED SURVEY CONTROL
 NY0265
 NY0265  NGVD 29 (??/??/92) 1265.686  (m)         4152.50   (f) ADJ UNCH    1 2
 NY0265
 NY0265.Superseded values are not recommended for survey control.
 NY0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0265.See file dsdata.txt to determine how the superseded data were derived.
 NY0265
 NY0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM260820(NAD 83)
 NY0265_MARKER: DB = BENCH MARK DISK
 NY0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NY0265_STAMPING: A 357 1942
 NY0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0265+STABILITY: SURFACE MOTION
 NY0265
 NY0265  HISTORY     - Date     Condition        Report By
 NY0265  HISTORY     - 1942     MONUMENTED       CGS
 NY0265  HISTORY     - 1957     MARK NOT FOUND   NGS
 NY0265  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 NY0265
 NY0265                          STATION DESCRIPTION
 NY0265
 NY0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NY0265'4.2 MI NE FROM DAIRY.
 NY0265'ALONG STATE HIGHWAY NO. 66.  50 FEET NORTHWEST OF CENTER LINE OF ROAD,
 NY0265'AND 3 FEET BELOW ROAD LEVEL.  WITNESS POST SET.
 NY0265
 NY0265                          STATION RECOVERY (1957)
 NY0265
 NY0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 NY0265'MARK NOT FOUND.
 NY0265
 NY0265                          STATION RECOVERY (1984)
 NY0265
 NY0265'RECOVERY NOTE BY US POWER SQUADRON 1984 (JTF)
 NY0265'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0504 ***********************************************************************
 PB0504  DESIGNATION -  A 358
 PB0504  PID         -  PB0504
 PB0504  STATE/COUNTY-  OR/DESCHUTES
 PB0504  USGS QUAD   -  DAVIS MOUNTAIN (1981)
 PB0504
 PB0504                         *CURRENT SURVEY CONTROL
 PB0504  ___________________________________________________________________
 PB0504* NAD 83(1986)-  43 41 49.     (N)    121 50 07.     (W)     SCALED    
 PB0504* NAVD 88     -      1374.317  (meters)    4508.90   (feet)  ADJUSTED  
 PB0504  ___________________________________________________________________
 PB0504  GEOID HEIGHT-         -21.11  (meters)                     GEOID03
 PB0504  DYNAMIC HT  -        1373.655 (meters)    4506.73  (feet)  COMP
 PB0504  MODELED GRAV-     980,089.2   (mgal)                       NAVD 88
 PB0504
 PB0504  VERT ORDER  -  SECOND    CLASS 0
 PB0504
 PB0504.The horizontal coordinates were scaled from a topographic map and have
 PB0504.an estimated accuracy of +/- 6 seconds.
 PB0504
 PB0504.The orthometric height was determined by differential leveling
 PB0504.and adjusted in June 1991.
 PB0504
 PB0504.The geoid height was determined by GEOID03.
 PB0504
 PB0504.The dynamic height is computed by dividing the NAVD 88
 PB0504.geopotential number by the normal gravity value computed on the
 PB0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0504.degrees latitude (g = 980.6199 gals.).
 PB0504
 PB0504.The modeled gravity was interpolated from observed gravity values.
 PB0504
 PB0504;                    North         East    Units  Estimated Accuracy
 PB0504;SPC OR S     -   226,390.    1,392,370.      MT  (+/- 180 meters Scaled)
 PB0504
 PB0504                          SUPERSEDED SURVEY CONTROL
 PB0504
 PB0504  NGVD 29 (??/??/92) 1373.055  (m)         4504.76   (f) ADJ UNCH    2 0
 PB0504
 PB0504.Superseded values are not recommended for survey control.
 PB0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0504.See file dsdata.txt to determine how the superseded data were derived.
 PB0504
 PB0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP938388(NAD 83)
 PB0504_MARKER: DB = BENCH MARK DISK
 PB0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0504_STAMPING: A 358 1942
 PB0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0504+STABILITY: SURFACE MOTION
 PB0504
 PB0504  HISTORY     - Date     Condition        Report By
 PB0504  HISTORY     - 1942     MONUMENTED       CGS
 PB0504
 PB0504                          STATION DESCRIPTION
 PB0504
 PB0504'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PB0504'15.4 MI N FROM ODELL LAKE LODGE.
 PB0504'ALONG ELK LAKE ROAD, 14.7 MILES NORTH OF OREGON STATE HIGHWAY 58. 8.6
 PB0504'MILES NORTHEAST OF DAVIS LAKE RANGER STATION.  30 FEET NORTHEAST FROM
 PB0504'CENTER LINE OF ROAD.  WITNESS POST SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1226 ***********************************************************************
 QD1226  DESIGNATION -  A 359
 QD1226  PID         -  QD1226
 QD1226  STATE/COUNTY-  OR/DESCHUTES
 QD1226  USGS QUAD   -  BROKEN TOP (1988)
 QD1226
 QD1226                         *CURRENT SURVEY CONTROL
 QD1226  ___________________________________________________________________
 QD1226* NAD 83(1986)-  44 01 14.     (N)    121 41 15.     (W)     SCALED    
 QD1226* NAVD 88     -      1854.768  (meters)    6085.18   (feet)  ADJUSTED  
 QD1226  ___________________________________________________________________
 QD1226  GEOID HEIGHT-         -20.35  (meters)                     GEOID03
 QD1226  DYNAMIC HT  -        1853.817 (meters)    6082.06  (feet)  COMP
 QD1226  MODELED GRAV-     980,038.4   (mgal)                       NAVD 88
 QD1226
 QD1226  VERT ORDER  -  SECOND    CLASS 0
 QD1226
 QD1226.The horizontal coordinates were scaled from a topographic map and have
 QD1226.an estimated accuracy of +/- 6 seconds.
 QD1226
 QD1226.The orthometric height was determined by differential leveling
 QD1226.and adjusted in June 1991.
 QD1226
 QD1226.The geoid height was determined by GEOID03.
 QD1226
 QD1226.The dynamic height is computed by dividing the NAVD 88
 QD1226.geopotential number by the normal gravity value computed on the
 QD1226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1226.degrees latitude (g = 980.6199 gals.).
 QD1226
 QD1226.The modeled gravity was interpolated from observed gravity values.
 QD1226
 QD1226;                    North         East    Units  Estimated Accuracy
 QD1226;SPC OR S     -   262,160.    1,404,790.      MT  (+/- 180 meters Scaled)
 QD1226
 QD1226                          SUPERSEDED SURVEY CONTROL
 QD1226
 QD1226  NGVD 29 (??/??/92) 1853.46   (m)         6080.9    (f) COMPUTED    2 0
 QD1226
 QD1226.Superseded values are not recommended for survey control.
 QD1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1226.See file dsdata.txt to determine how the superseded data were derived.
 QD1226
 QD1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP051749(NAD 83)
 QD1226_MARKER: DB = BENCH MARK DISK
 QD1226_SETTING: 80 = SET IN A BOULDER
 QD1226_SP_SET: BOULDER
 QD1226_STAMPING: A 359 1942
 QD1226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD1226+STABILITY: SURFACE MOTION
 QD1226
 QD1226  HISTORY     - Date     Condition        Report By
 QD1226  HISTORY     - 1942     MONUMENTED       CGS
 QD1226  HISTORY     - 19850801 GOOD             USGS
 QD1226
 QD1226                          STATION DESCRIPTION
 QD1226
 QD1226'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QD1226'30.2 MI S FROM SISTERS.
 QD1226'ALONG ELK LAKE ROAD, 10.2 MILES NORTH OF ELK LAKE RANGER STA.  108
 QD1226'FEET NORTH OF CENTURY DRIVE SIGN POST.  12 FEET EAST OF CENTER LINE OF
 QD1226'ROAD, IN LARGE BOULDER.  WITNESS POST SET.
 QD1226
 QD1226                          STATION RECOVERY (1985)
 QD1226
 QD1226'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (DMP)
 QD1226'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0079 ***********************************************************************
 QC0079  DESIGNATION -  A 36
 QC0079  PID         -  QC0079
 QC0079  STATE/COUNTY-  OR/MALHEUR
 QC0079  USGS QUAD   -  ELDORADO PASS (1984)
 QC0079
 QC0079                         *CURRENT SURVEY CONTROL
 QC0079  ___________________________________________________________________
 QC0079* NAD 83(1986)-  44 19 20.     (N)    118 01 27.     (W)     SCALED    
 QC0079* NAVD 88     -      1226.867  (meters)    4025.15   (feet)  ADJUSTED  
 QC0079  ___________________________________________________________________
 QC0079  GEOID HEIGHT-         -17.56  (meters)                     GEOID03
 QC0079  DYNAMIC HT  -        1226.352 (meters)    4023.46  (feet)  COMP
 QC0079  MODELED GRAV-     980,155.9   (mgal)                       NAVD 88
 QC0079
 QC0079  VERT ORDER  -  FIRST     CLASS II
 QC0079
 QC0079.The horizontal coordinates were scaled from a topographic map and have
 QC0079.an estimated accuracy of +/- 6 seconds.
 QC0079
 QC0079.The orthometric height was determined by differential leveling
 QC0079.and adjusted in June 1991.
 QC0079
 QC0079.The geoid height was determined by GEOID03.
 QC0079
 QC0079.The dynamic height is computed by dividing the NAVD 88
 QC0079.geopotential number by the normal gravity value computed on the
 QC0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0079.degrees latitude (g = 980.6199 gals.).
 QC0079
 QC0079.The modeled gravity was interpolated from observed gravity values.
 QC0079
 QC0079;                    North         East    Units  Estimated Accuracy
 QC0079;SPC OR S     -   297,930.    1,697,490.      MT  (+/- 180 meters Scaled)
 QC0079
 QC0079                          SUPERSEDED SURVEY CONTROL
 QC0079
 QC0079  NGVD 29 (??/??/92) 1225.653  (m)         4021.16   (f) ADJ UNCH    1 2
 QC0079
 QC0079.Superseded values are not recommended for survey control.
 QC0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0079.See file dsdata.txt to determine how the superseded data were derived.
 QC0079
 QC0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK183081(NAD 83)
 QC0079_MARKER: DB = BENCH MARK DISK
 QC0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QC0079_STAMPING: 4021.616 A 36 1930
 QC0079_MARK LOGO: CGS   
 QC0079_PROJECTION: PROJECTING 9 CENTIMETERS
 QC0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0079+STABILITY: SURFACE MOTION
 QC0079
 QC0079  HISTORY     - Date     Condition        Report By
 QC0079  HISTORY     - 1930     MONUMENTED       CGS
 QC0079  HISTORY     - 1963     GOOD             NGS
 QC0079  HISTORY     - 1974     GOOD             NGS
 QC0079  HISTORY     - 1985     GOOD             NGS
 QC0079
 QC0079                          STATION DESCRIPTION
 QC0079
 QC0079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 QC0079'4.2 MI W FROM IRONSIDE.
 QC0079'4.2 MILES WEST ALONG U.S. HIGHWAY 26 FROM THE POST OFFICE AT IRONSIDE,
 QC0079'78 FEET NORTH AND ACROSS THE HIGHWAY FROM MILE POST NO. 227, 41 FEET
 QC0079'NORTH OF THE CENTER OF THE HIGHWAY, 35 FEET EAST OF THE CENTER OF THE
 QC0079'DRIVEWAY TO A HIGHWAY STOCK PILE, 7 FEET SOUTH OF AN EAST-WEST FENCE
 QC0079'LINE AND 0.5 FOOT WEST OF A METAL WITNESS POST.  THE MONUMENT PROJECTS
 QC0079'6 INCHES.
 QC0079
 QC0079                          STATION RECOVERY (1974)
 QC0079
 QC0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 QC0079'RECOVERED IN GOOD CONDITION.
 QC0079
 QC0079                          STATION RECOVERY (1985)
 QC0079
 QC0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QC0079'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  6.62 KM
 QC0079'(4.11 MI) WEST ALONG US HIGHWAY 26 FROM THE POST OFFICE AT IRONSIDE,
 QC0079'IN THE NORTHEAST CORNER OF THE T JUNCTION OF A DIRT ROAD LEADING NORTH
 QC0079'TO A STOCK PILE, 12.5 METERS (41 FT) NORTH OF THE HIGHWAY CENTERLINE,
 QC0079'39.6 METERS (130 FT) NORTHWEST AND ACROSS THE HIGHWAY FROM MILEPOST
 QC0079'227, 10.1 METERS (33 FT) EAST OF THE CENTER OF THE DIRT ROAD AND
 QC0079'1.8 METERS (6 FT) SOUTH OF THE RIGHT OF WAY FENCE.
 QC0079'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 QC0079'THE MARK IS 0.4 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0526 ***********************************************************************
 PC0526  DESIGNATION -  A 361
 PC0526  PID         -  PC0526
 PC0526  STATE/COUNTY-  OR/DOUGLAS
 PC0526  USGS QUAD   -  MOUNT GURNEY (1990)
 PC0526
 PC0526                         *CURRENT SURVEY CONTROL
 PC0526  ___________________________________________________________________
 PC0526* NAD 83(1986)-  43 11 28.     (N)    123 42 29.     (W)     SCALED    
 PC0526* NAVD 88     -       712.694  (meters)    2338.23   (feet)  POSTED    
 PC0526  ___________________________________________________________________
 PC0526  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 PC0526  DYNAMIC HT  -         712.460 (meters)    2337.46  (feet)  COMP
 PC0526  MODELED GRAV-     980,272.1   (mgal)                       NAVD 88
 PC0526
 PC0526  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 PC0526
 PC0526.The horizontal coordinates were scaled from a topographic map and have
 PC0526.an estimated accuracy of +/- 6 seconds.
 PC0526
 PC0526.The orthometric height was determined by differential leveling
 PC0526.and adjusted by the  in 1992.
 PC0526.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 PC0526.was located on a no-check spur therefore a value was not computed.
 PC0526.No vertical observational check was made to the station.
 PC0526
 PC0526.The geoid height was determined by GEOID03.
 PC0526
 PC0526.The dynamic height is computed by dividing the NAVD 88
 PC0526.geopotential number by the normal gravity value computed on the
 PC0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0526.degrees latitude (g = 980.6199 gals.).
 PC0526
 PC0526.The modeled gravity was interpolated from observed gravity values.
 PC0526
 PC0526;                    North         East    Units  Estimated Accuracy
 PC0526;SPC OR S     -   174,330.    1,239,320.      MT  (+/- 180 meters Scaled)
 PC0526
 PC0526                          SUPERSEDED SURVEY CONTROL
 PC0526
 PC0526  NGVD 29 (??/??/92)  711.599  (m)         2334.64   (f) ADJ UNCH    2 0
 PC0526
 PC0526.Superseded values are not recommended for survey control.
 PC0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0526.See file dsdata.txt to determine how the superseded data were derived.
 PC0526
 PC0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN424822(NAD 83)
 PC0526_MARKER: DB = BENCH MARK DISK
 PC0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PC0526_STAMPING: A 361 1942
 PC0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0526+STABILITY: SURFACE MOTION
 PC0526
 PC0526  HISTORY     - Date     Condition        Report By
 PC0526  HISTORY     - 1942     MONUMENTED       CGS
 PC0526  HISTORY     - 1974     MARK NOT FOUND   NGS
 PC0526
 PC0526                          STATION DESCRIPTION
 PC0526
 PC0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PC0526'15.8 MI NW FROM TENMILE.
 PC0526'ALONG A GRAVEL ROAD FROM TENMILE TO TIOGA, 150 FEET NORTHWEST OF A
 PC0526'TRIANGULAR BLAZED 48 INCH FIR TREE.  18 FEET WEST OF CENTER LINE OF
 PC0526'ROAD.  WITNESS POST HAS BEEN SET MARKED U S B M.
 PC0526
 PC0526                          STATION RECOVERY (1974)
 PC0526
 PC0526'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 PC0526'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0180 ***********************************************************************
 PC0180  DESIGNATION -  A 362
 PC0180  PID         -  PC0180
 PC0180  STATE/COUNTY-  OR/LANE
 PC0180  USGS QUAD   -  LOWELL (1986)
 PC0180
 PC0180                         *CURRENT SURVEY CONTROL
 PC0180  ___________________________________________________________________
 PC0180* NAD 83(1986)-  43 56 41.     (N)    122 51 46.     (W)     SCALED    
 PC0180* NAVD 88     -       187.356  (meters)     614.68   (feet)  ADJUSTED  
 PC0180  ___________________________________________________________________
 PC0180  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 PC0180  DYNAMIC HT  -         187.319 (meters)     614.56  (feet)  COMP
 PC0180  MODELED GRAV-     980,418.5   (mgal)                       NAVD 88
 PC0180
 PC0180  VERT ORDER  -  SECOND    CLASS 0
 PC0180
 PC0180.The horizontal coordinates were scaled from a topographic map and have
 PC0180.an estimated accuracy of +/- 6 seconds.
 PC0180
 PC0180.The orthometric height was determined by differential leveling
 PC0180.and adjusted in June 1991.
 PC0180
 PC0180.The geoid height was determined by GEOID03.
 PC0180
 PC0180.The dynamic height is computed by dividing the NAVD 88
 PC0180.geopotential number by the normal gravity value computed on the
 PC0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0180.degrees latitude (g = 980.6199 gals.).
 PC0180
 PC0180.The modeled gravity was interpolated from observed gravity values.
 PC0180
 PC0180;                    North         East    Units  Estimated Accuracy
 PC0180;SPC OR S     -   255,740.    1,310,340.      MT  (+/- 180 meters Scaled)
 PC0180
 PC0180                          SUPERSEDED SURVEY CONTROL
 PC0180
 PC0180  NGVD 29 (??/??/92)  186.247  (m)          611.05   (f) ADJ UNCH    2 0
 PC0180
 PC0180.Superseded values are not recommended for survey control.
 PC0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0180.See file dsdata.txt to determine how the superseded data were derived.
 PC0180
 PC0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP110657(NAD 83)
 PC0180_MARKER: DB = BENCH MARK DISK
 PC0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PC0180_STAMPING: A 362 1942
 PC0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0180+STABILITY: SURFACE MOTION
 PC0180
 PC0180  HISTORY     - Date     Condition        Report By
 PC0180  HISTORY     - 1942     MONUMENTED       CGS
 PC0180
 PC0180                          STATION DESCRIPTION
 PC0180
 PC0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PC0180'8.6 MI SE FROM GOSHEN.
 PC0180'8.6 MILES SOUTHEAST OF THE POST OFFICE.  ALONG STATE HIGHWAY 58, 40
 PC0180'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 150 FEET EAST OF A FARM
 PC0180'HOUSE AND 20 FEET EAST OF A LONE FIR TREE.  WITNESS POST SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0477 ***********************************************************************
 PC0477  DESIGNATION -  A 364
 PC0477  PID         -  PC0477
 PC0477  STATE/COUNTY-  OR/DOUGLAS
 PC0477  USGS QUAD   -  CALLAHAN (1990)
 PC0477
 PC0477                         *CURRENT SURVEY CONTROL
 PC0477  ___________________________________________________________________
 PC0477* NAD 83(1986)-  43 18 49.     (N)    123 36 20.     (W)     SCALED    
 PC0477* NAVD 88     -       737.491  (meters)    2419.59   (feet)  ADJUSTED  
 PC0477  ___________________________________________________________________
 PC0477  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 PC0477  DYNAMIC HT  -         737.272 (meters)    2418.87  (feet)  COMP
 PC0477  MODELED GRAV-     980,297.8   (mgal)                       NAVD 88
 PC0477
 PC0477  VERT ORDER  -  SECOND    CLASS 0
 PC0477
 PC0477.The horizontal coordinates were scaled from a topographic map and have
 PC0477.an estimated accuracy of +/- 6 seconds.
 PC0477
 PC0477.The orthometric height was determined by differential leveling
 PC0477.and adjusted in June 1991.
 PC0477
 PC0477.The geoid height was determined by GEOID03.
 PC0477
 PC0477.The dynamic height is computed by dividing the NAVD 88
 PC0477.geopotential number by the normal gravity value computed on the
 PC0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0477.degrees latitude (g = 980.6199 gals.).
 PC0477
 PC0477.The modeled gravity was interpolated from observed gravity values.
 PC0477
 PC0477;                    North         East    Units  Estimated Accuracy
 PC0477;SPC OR S     -   187,620.    1,248,150.      MT  (+/- 180 meters Scaled)
 PC0477
 PC0477                          SUPERSEDED SURVEY CONTROL
 PC0477
 PC0477  NGVD 29 (??/??/92)  736.402  (m)         2416.01   (f) ADJ UNCH    2 0
 PC0477
 PC0477.Superseded values are not recommended for survey control.
 PC0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0477.See file dsdata.txt to determine how the superseded data were derived.
 PC0477
 PC0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN508958(NAD 83)
 PC0477_MARKER: DB = BENCH MARK DISK
 PC0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PC0477_STAMPING: A 364 1942
 PC0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0477+STABILITY: SURFACE MOTION
 PC0477
 PC0477  HISTORY     - Date     Condition        Report By
 PC0477  HISTORY     - 1942     MONUMENTED       CGS
 PC0477  HISTORY     - 1962     MARK NOT FOUND   NGS
 PC0477
 PC0477                          STATION DESCRIPTION
 PC0477
 PC0477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 PC0477'7.25 MI SW FROM MILLWOOD.
 PC0477'ABOUT 7.25 MILES SOUTHWEST ALONG A COUNTY ROAD FROM THE ENTRANCE TO
 PC0477'THE MILLWOOD FARM HOUSE AT MILLWOOD, DOUGLAS COUNTY, 45 FEET EAST OF
 PC0477'THE JUNCTION OF THE ROAD AND A LOGGING ROAD, 20 FEET SOUTH OF A GATE
 PC0477'ACROSS THE COUNTY ROAD, AND NEAR A WHITE WOODEN WITNESS POST.  A
 PC0477'STANDARD DISK, STAMPED A 364 1942 AND SET IN TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1198 ***********************************************************************
 QD1198  DESIGNATION -  A 365
 QD1198  PID         -  QD1198
 QD1198  STATE/COUNTY-  OR/CLACKAMAS
 QD1198  USGS QUAD   -  PINHEAD BUTTES (1997)
 QD1198
 QD1198                         *CURRENT SURVEY CONTROL
 QD1198  ___________________________________________________________________
 QD1198* NAD 83(1986)-  44 54 28.     (N)    121 48 15.     (W)     SCALED    
 QD1198* NAVD 88     -      1300.797  (meters)    4267.70   (feet)  ADJUSTED  
 QD1198  ___________________________________________________________________
 QD1198  GEOID HEIGHT-         -21.08  (meters)                     GEOID03
 QD1198  DYNAMIC HT  -        1300.368 (meters)    4266.29  (feet)  COMP
 QD1198  MODELED GRAV-     980,241.6   (mgal)                       NAVD 88
 QD1198
 QD1198  VERT ORDER  -  SECOND    CLASS 0
 QD1198
 QD1198.The horizontal coordinates were scaled from a topographic map and have
 QD1198.an estimated accuracy of +/- 6 seconds.
 QD1198
 QD1198.The orthometric height was determined by differential leveling
 QD1198.and adjusted in June 1991.
 QD1198
 QD1198.The geoid height was determined by GEOID03.
 QD1198
 QD1198.The dynamic height is computed by dividing the NAVD 88
 QD1198.geopotential number by the normal gravity value computed on the
 QD1198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1198.degrees latitude (g = 980.6199 gals.).
 QD1198
 QD1198.The modeled gravity was interpolated from observed gravity values.
 QD1198
 QD1198;                    North         East    Units  Estimated Accuracy
 QD1198;SPC OR N     -   138,750.    2,397,020.      MT  (+/- 180 meters Scaled)
 QD1198
 QD1198                          SUPERSEDED SURVEY CONTROL
 QD1198
 QD1198  NGVD 29 (??/??/92) 1299.625  (m)         4263.85   (f) ADJ UNCH    2 0
 QD1198
 QD1198.Superseded values are not recommended for survey control.
 QD1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1198.See file dsdata.txt to determine how the superseded data were derived.
 QD1198
 QD1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ944734(NAD 83)
 QD1198_MARKER: DB = BENCH MARK DISK
 QD1198_SETTING: 66 = SET IN ROCK OUTCROP
 QD1198_SP_SET: ROCK OUTCROP
 QD1198_STAMPING: A 365 1942
 QD1198_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QD1198+STABILITY: POSITION/ELEVATION WELL
 QD1198
 QD1198  HISTORY     - Date     Condition        Report By
 QD1198  HISTORY     - 1942     MONUMENTED       CGS
 QD1198  HISTORY     - 1943     GOOD             NGS
 QD1198
 QD1198                          STATION DESCRIPTION
 QD1198
 QD1198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QD1198'8.0 MI N FROM OLALLIE LAKE GUARD STATION.
 QD1198'ABOUT 8.0 MILES NORTH ALONG THE OREGON SKYLINE ROAD FROM THE OLALLIE
 QD1198'LAKE GUARD STATION, 0.7 MILE NORTH OF LEMITI CREEK, SET IN THE TOP OF
 QD1198'A ROCK OUTCROP ABOUT 3.0 FEET ABOVE ROAD LEVEL, 39.0 FEET SOUTH OF THE
 QD1198'CENTER LINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0554 ***********************************************************************
 PC0554  DESIGNATION -  A 365
 PC0554  PID         -  PC0554
 PC0554  STATE/COUNTY-  OR/COOS
 PC0554  USGS QUAD   -  GOLDEN FALLS (1990)
 PC0554
 PC0554                         *CURRENT SURVEY CONTROL
 PC0554  ___________________________________________________________________
 PC0554* NAD 83(1986)-  43 26 46.     (N)    123 57 13.     (W)     SCALED    
 PC0554* NAVD 88     -        47.176  (meters)     154.78   (feet)  ADJUSTED  
 PC0554  ___________________________________________________________________
 PC0554  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 PC0554  DYNAMIC HT  -          47.169 (meters)     154.75  (feet)  COMP
 PC0554  MODELED GRAV-     980,478.9   (mgal)                       NAVD 88
 PC0554
 PC0554  VERT ORDER  -  SECOND    CLASS 0
 PC0554
 PC0554.The horizontal coordinates were scaled from a topographic map and have
 PC0554.an estimated accuracy of +/- 6 seconds.
 PC0554
 PC0554.The orthometric height was determined by differential leveling
 PC0554.and adjusted in June 1991.
 PC0554
 PC0554.The geoid height was determined by GEOID03.
 PC0554
 PC0554.The dynamic height is computed by dividing the NAVD 88
 PC0554.geopotential number by the normal gravity value computed on the
 PC0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0554.degrees latitude (g = 980.6199 gals.).
 PC0554
 PC0554.The modeled gravity was interpolated from observed gravity values.
 PC0554
 PC0554;                    North         East    Units  Estimated Accuracy
 PC0554;SPC OR S     -   203,430.    1,220,540.      MT  (+/- 180 meters Scaled)
 PC0554
 PC0554                          SUPERSEDED SURVEY CONTROL
 PC0554
 PC0554  NGVD 29 (??/??/92)   46.084  (m)          151.19   (f) ADJ UNCH    2 0
 PC0554
 PC0554.Superseded values are not recommended for survey control.
 PC0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0554.See file dsdata.txt to determine how the superseded data were derived.
 PC0554
 PC0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP228107(NAD 83)
 PC0554_MARKER: DB = BENCH MARK DISK
 PC0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PC0554_STAMPING: A 365 1942
 PC0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0554+STABILITY: SURFACE MOTION
 PC0554
 PC0554  HISTORY     - Date     Condition        Report By
 PC0554  HISTORY     - 1942     MONUMENTED       CGS
 PC0554  HISTORY     - 20040930 MARK NOT FOUND   USPSQD
 PC0554
 PC0554                          STATION DESCRIPTION
 PC0554
 PC0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PC0554'8.5 MI NE FROM ALLEGANY.
 PC0554'ALONG EAST FORK MILLICOMA RIVER ROAD, 0.8 MILE SOUTH OF JUNCTION WITH
 PC0554'LOON LAKE ROAD, AT TOP OF A HILL, 25 FEET EAST OF 18 INCH FIR TREE
 PC0554'BEARING TRIANGULAR BLAZE, 25 FEET WEST OF CENTER LINE OF ROAD, WITNESS
 PC0554'POST SET.
 PC0554
 PC0554                          STATION RECOVERY (2004)
 PC0554
 PC0554'RECOVERY NOTE BY US POWER SQUADRON 2004 (AES)
 PC0554'AREA HAS BEEN LOGGED OF. NO TREES REMAIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0718 ***********************************************************************
 QD0718  DESIGNATION -  A 366
 QD0718  PID         -  QD0718
 QD0718  STATE/COUNTY-  OR/DESCHUTES
 QD0718  USGS QUAD   -  REDMOND (1975)
 QD0718
 QD0718                         *CURRENT SURVEY CONTROL
 QD0718  ___________________________________________________________________
 QD0718* NAD 83(1986)-  44 21 35.     (N)    121 10 43.     (W)     SCALED    
 QD0718* NAVD 88     -       857.839  (meters)    2814.43   (feet)  ADJUSTED  
 QD0718  ___________________________________________________________________
 QD0718  GEOID HEIGHT-         -21.14  (meters)                     GEOID03
 QD0718  DYNAMIC HT  -         857.575 (meters)    2813.56  (feet)  COMP
 QD0718  MODELED GRAV-     980,281.6   (mgal)                       NAVD 88
 QD0718
 QD0718  VERT ORDER  -  SECOND    CLASS 0
 QD0718
 QD0718.The horizontal coordinates were scaled from a topographic map and have
 QD0718.an estimated accuracy of +/- 6 seconds.
 QD0718
 QD0718.The orthometric height was determined by differential leveling
 QD0718.and adjusted in June 1991.
 QD0718
 QD0718.The geoid height was determined by GEOID03.
 QD0718
 QD0718.The dynamic height is computed by dividing the NAVD 88
 QD0718.geopotential number by the normal gravity value computed on the
 QD0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0718.degrees latitude (g = 980.6199 gals.).
 QD0718
 QD0718.The modeled gravity was interpolated from observed gravity values.
 QD0718
 QD0718;                    North         East    Units  Estimated Accuracy
 QD0718;SPC OR S     -   299,400.    1,445,900.      MT  (+/- 180 meters Scaled)
 QD0718
 QD0718                          SUPERSEDED SURVEY CONTROL
 QD0718
 QD0718  NGVD 29 (??/??/92)  856.750  (m)         2810.85   (f) ADJ UNCH    2 0
 QD0718
 QD0718.Superseded values are not recommended for survey control.
 QD0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0718.See file dsdata.txt to determine how the superseded data were derived.
 QD0718
 QD0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ451134(NAD 83)
 QD0718_MARKER: DB = BENCH MARK DISK
 QD0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD0718_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QD0718_STAMPING: A 366 1942
 QD0718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0718+STABILITY: SURFACE MOTION
 QD0718
 QD0718  HISTORY     - Date     Condition        Report By
 QD0718  HISTORY     - 1942     MONUMENTED       CGS
 QD0718  HISTORY     - 1959     MARK NOT FOUND   NGS
 QD0718
 QD0718                          STATION DESCRIPTION
 QD0718
 QD0718'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QD0718'0.6 MI N FROM TERREBONNE.
 QD0718'ALONG U. S. HIGHWAY NO. 97 FROM THE RAILROAD STATION, 75 FEET WEST OF
 QD0718'A POWER LINE, 24 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.
 QD0718
 QD0718                          STATION RECOVERY (1959)
 QD0718
 QD0718'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 QD0718'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0644 ***********************************************************************
 QD0644  DESIGNATION -  A 367
 QD0644  PID         -  QD0644
 QD0644  STATE/COUNTY-  OR/WASCO
 QD0644  USGS QUAD   -  GATEWAY (1993)
 QD0644
 QD0644                         *CURRENT SURVEY CONTROL
 QD0644  ___________________________________________________________________
 QD0644* NAD 83(1986)-  44 50 08.     (N)    121 04 44.     (W)     SCALED    
 QD0644* NAVD 88     -       397.091  (meters)    1302.79   (feet)  ADJUSTED  
 QD0644  ___________________________________________________________________
 QD0644  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 QD0644  DYNAMIC HT  -         397.017 (meters)    1302.55  (feet)  COMP
 QD0644  MODELED GRAV-     980,420.5   (mgal)                       NAVD 88
 QD0644
 QD0644  VERT ORDER  -  SECOND    CLASS 0
 QD0644
 QD0644.The horizontal coordinates were scaled from a topographic map and have
 QD0644.an estimated accuracy of +/- 6 seconds.
 QD0644
 QD0644.The orthometric height was determined by differential leveling
 QD0644.and adjusted in June 1991.
 QD0644
 QD0644.The geoid height was determined by GEOID03.
 QD0644
 QD0644.The dynamic height is computed by dividing the NAVD 88
 QD0644.geopotential number by the normal gravity value computed on the
 QD0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0644.degrees latitude (g = 980.6199 gals.).
 QD0644
 QD0644.The modeled gravity was interpolated from observed gravity values.
 QD0644
 QD0644;                    North         East    Units  Estimated Accuracy
 QD0644;SPC OR N     -   130,050.    2,454,230.      MT  (+/- 180 meters Scaled)
 QD0644
 QD0644                          SUPERSEDED SURVEY CONTROL
 QD0644
 QD0644  NGVD 29 (??/??/92)  396.024  (m)         1299.29   (f) ADJ UNCH    2 0
 QD0644
 QD0644.Superseded values are not recommended for survey control.
 QD0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0644.See file dsdata.txt to determine how the superseded data were derived.
 QD0644
 QD0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ518664(NAD 83)
 QD0644_MARKER: DB = BENCH MARK DISK
 QD0644_SETTING: 66 = SET IN ROCK OUTCROP
 QD0644_SP_SET: ROCK OUTCROP
 QD0644_STAMPING: A 367 1942
 QD0644_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QD0644+STABILITY: POSITION/ELEVATION WELL
 QD0644
 QD0644  HISTORY     - Date     Condition        Report By
 QD0644  HISTORY     - 1942     MONUMENTED       CGS
 QD0644  HISTORY     - 1977     GOOD             NGS
 QD0644
 QD0644                          STATION DESCRIPTION
 QD0644
 QD0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QD0644'1.3 MI S FROM SOUTH JUNCTION.
 QD0644'ALONG THE UNION PACIFIC RAILROAD FROM THE RAILROAD STATION, 69 FEET
 QD0644'SOUTH OF A RAILROAD CULVERT, 23 FEET WEST OF THE CENTERLINE OF THE
 QD0644'RAILROAD, 12 FEET EAST OF A FENCE LINE.
 QD0644
 QD0644                          STATION RECOVERY (1977)
 QD0644
 QD0644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 QD0644'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0053 ***********************************************************************
 QD0053  DESIGNATION -  A 368
 QD0053  PID         -  QD0053
 QD0053  STATE/COUNTY-  OR/WASCO
 QD0053  USGS QUAD   -  HASTINGS PEAK (1987)
 QD0053
 QD0053                         *CURRENT SURVEY CONTROL
 QD0053  ___________________________________________________________________
 QD0053* NAD 83(1991)-  44 55 13.93612(N)    120 30 05.27433(W)     ADJUSTED  
 QD0053* NAVD 88     -       580.871  (meters)    1905.74   (feet)  ADJUSTED  
 QD0053  ___________________________________________________________________
 QD0053  LAPLACE CORR-          -3.12  (seconds)                    DEFLEC99
 QD0053  GEOID HEIGHT-         -20.51  (meters)                     GEOID03
 QD0053  DYNAMIC HT  -         580.772 (meters)    1905.42  (feet)  COMP
 QD0053  MODELED GRAV-     980,427.2   (mgal)                       NAVD 88
 QD0053
 QD0053  HORZ ORDER  -  SECOND
 QD0053  VERT ORDER  -  FIRST     CLASS II
 QD0053
 QD0053.The horizontal coordinates were established by classical geodetic methods
 QD0053.and adjusted by the National Geodetic Survey in October 1991.
 QD0053
 QD0053.The orthometric height was determined by differential leveling
 QD0053.and adjusted in June 1991.
 QD0053
 QD0053.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD0053
 QD0053.The geoid height was determined by GEOID03.
 QD0053
 QD0053.The dynamic height is computed by dividing the NAVD 88
 QD0053.geopotential number by the normal gravity value computed on the
 QD0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0053.degrees latitude (g = 980.6199 gals.).
 QD0053
 QD0053.The modeled gravity was interpolated from observed gravity values.
 QD0053
 QD0053;                    North         East     Units Scale Factor Converg.
 QD0053;SPC OR N     -   139,331.782 2,499,884.334   MT  0.99990392   -0 00 03.7
 QD0053;SPC OR N     -   457,125.27  8,201,720.26   iFT  0.99990392   -0 00 03.7
 QD0053;UTM  10      - 4,977,160.251   697,195.030   MT  1.00007818   +1 45 53.4
 QD0053
 QD0053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD0053!SPC OR N     -   0.99991215  x   0.99990392  =   0.99981608
 QD0053!UTM  10      -   0.99991215  x   1.00007818  =   0.99999032
 QD0053
 QD0053:                Primary Azimuth Mark                     Grid Az
 QD0053:SPC OR N     -  A 368 AZ MK                              117 00 31.7
 QD0053:UTM  10      -  A 368 AZ MK                              115 14 34.6
 QD0053
 QD0053|---------------------------------------------------------------------|
 QD0053| PID    Reference Object                     Distance      Geod. Az  |
 QD0053|                                                           dddmmss.s |
 QD0053| CD6775 A 368 AZ MK                                        1170028.0 |
 QD0053| CD6776 A 368 RM 1                            8.668 METERS 12252     |
 QD0053| CD6777 A 368 RM 2                            6.529 METERS 25927     |
 QD0053|---------------------------------------------------------------------|
 QD0053
 QD0053                          SUPERSEDED SURVEY CONTROL
 QD0053
 QD0053  NAD 83(1986)-  44 55 13.94596(N)    120 30 05.27176(W) AD(       ) 2
 QD0053  NAD 27      -  44 55 14.48300(N)    120 30 01.15500(W) AD(       ) 2
 QD0053  NGVD 29 (??/??/92)  579.788  (m)         1902.19   (f) ADJ UNCH    1 2
 QD0053
 QD0053.Superseded values are not recommended for survey control.
 QD0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0053.See file dsdata.txt to determine how the superseded data were derived.
 QD0053
 QD0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ9719577160(NAD 83)
 QD0053_MARKER: DB = BENCH MARK DISK
 QD0053_SETTING: 66 = SET IN ROCK OUTCROP
 QD0053_SP_SET: OUTCROP
 QD0053_STAMPING: A 368 1942
 QD0053_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QD0053+STABILITY: POSITION/ELEVATION WELL
 QD0053
 QD0053  HISTORY     - Date     Condition        Report By
 QD0053  HISTORY     - 1946     MONUMENTED       CGS
 QD0053  HISTORY     - 1943     GOOD             NGS
 QD0053  HISTORY     - 1977     SEE DESCRIPTION  NGS
 QD0053  HISTORY     - 1977     GOOD             NGS
 QD0053
 QD0053                          STATION DESCRIPTION
 QD0053
 QD0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 QD0053'ABOUT 1.7 MILES WEST OF THE BRIDGE ACROSS THE JOHN DAY RIVER AT
 QD0053'CLARNO, ON THE SOUTH SIDE OF THE CLARNO TO ANTELOPE HIGHWAY AND
 QD0053'ON THE WEST END OF A SHARP CURVE WHERE THE ROAD LEVELS OFF AFTER
 QD0053'A STEEP CLIMB.  THE STATION IS 65 FEET SOUTH OF THE CENTER LINE
 QD0053'OF THE ROAD ON A FLAT ROCKY KNOLL.  THE MARK IS SET IN THE TOP OF
 QD0053'A BOULDER WHICH IS 2 FEET IN DIAMETER AND WHICH PROJECTS 6
 QD0053'INCHES.  IT IS A BENCH MARK DISK AND IS STAMPED--A 368 1942.
 QD0053'
 QD0053'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION AND IS SET IN
 QD0053'A BOULDER WHICH IS 2 FEET IN DIAMETER AND WHICH PROJECTS 8
 QD0053'INCHES.  IT IS 65 FEET SOUTH OF THE CENTER LINE OF THE ROAD.
 QD0053'
 QD0053'REFERENCE MARK NO. 2 IS WEST OF THE STATION AND IS SET IN A
 QD0053'BOULDER WHICH IS 2 FEET IN DIAMETER AND WHICH PROJECTS 6 INCHES.
 QD0053'
 QD0053'THE AZIMUTH MARK IS 0.3 MILE SOUTHEAST OF THE STATION, 90 FEET
 QD0053'SOUTH OF THE CENTER LINE OF THE MAIN ROAD, AND IS ON A SMALL
 QD0053'ROCKY KNOLL ABOUT 15 FEET ABOVE THE ROAD.  IT IS SET IN A BOULDER
 QD0053'WHICH IS 3 FEET IN DIAMETER AND WHICH PROJECTS 14 INCHES.
 QD0053'
 QD0053'ALL REFERENCE MARKS ARE STAMPED--BM A368 1946 AND WITH THEIR
 QD0053'RESPECTIVE NUMBERS.
 QD0053'
 QD0053'TO REACH FROM THE BRIDGE ACROSS THE JOHN DAY RIVER AT CLARNO, GO
 QD0053'WEST TOWARD ANTELOPE FOR 0.2 MILE TO A T INTERSECTION, HERE TURN
 QD0053'LEFT ON THE MAIN ROAD AND CONTINUE FOR 1.7 MILES TO THE BENCH
 QD0053'MARK AND STATION ON THE LEFT.
 QD0053'
 QD0053'THE SUBSTITUTE STATION, B.M. A368 (USC AND GS 1942) 1946 PICTURE
 QD0053'POINT 105V-91A, IS THE INTERSECTION OF THE CENTER LINE OF MAIN
 QD0053'ROAD WITH EXTENDED CENTER LINE OF OLD ROAD.  IT IS 857.6 FEET
 QD0053'FROM THE STATION.
 QD0053
 QD0053                          STATION RECOVERY (1943)
 QD0053
 QD0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 QD0053'1.7 MI W FROM CLARNO.
 QD0053'THIS MARK IS ABOUT 1.7 MILES WEST ALONG THE ANTELOPE-FOSSIL ROAD FROM
 QD0053'CLARNO, SET IN THE TOP OF A ROCK OUTCROP AT THE WEST END OF A SHARP
 QD0053'CURVE, AT POINT WHERE ROAD LEVELS OFF AFTER STEEP CLIMB, 70.0 FEET
 QD0053'SOUTH OF CENTER LINE OF ROAD, 9.0 FEET SOUTH OF A WHITE REFERENCE
 QD0053'POST.
 QD0053
 QD0053                          STATION RECOVERY (1977)
 QD0053
 QD0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 QD0053'THE STATION MARK, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK
 QD0053'WERE RECOVERED IN GOOD CONDITION.  A DIFFERENCE WAS FOUND IN THE
 QD0053'HORIZONTAL ANGLE TO REFERENCE MARK NO. 2.  LANDMARKS HAVE
 QD0053'CHANGED, AND THE ORIGINAL DESCRIPTION IS OBSOLETE.  A NEW AND
 QD0053'COMPLETE DESCRIPTION FOLLOWS.
 QD0053'
 QD0053'THE STATION IS ON RANGE LAND OWNED BY CATHERINE MAURER, ANTELOPE,
 QD0053'OREGON 97001.
 QD0053'
 QD0053'TO REACH THE STATION FROM THE WEST END OF THE BRIDGE OVER THE
 QD0053'JOHN DAY RIVER AT CLARNO, GO WEST ON STATE HIGHWAY 218 FOR 2.0
 QD0053'MILES TO A TRACK ROAD ON THE RIGHT, 0.1 MILE BEFORE REACHING
 QD0053'MILEPOST NO. 21, TURN RIGHT TO A GATE IN THE RIGHT-OF-WAY FENCE
 QD0053'LINE, PASS THRU THE GATE, AND GO NORTH ON THE TRACK ROAD FOR 0.15
 QD0053'MILE TO A CROSSROAD, TURN RIGHT, AND GO SOUTHEAST ON THE
 QD0053'ABANDONED HIGHWAY FOR 0.15 MILE TO THE STATION ON THE RIGHT.
 QD0053'
 QD0053'THE STATION MARK, STAMPED A 368 1942, IS A STANDARD BENCH MARK
 QD0053'DISK CEMENTED IN A DRILL HOLE IN A 2 BY 2 FOOT BOULDER THAT
 QD0053'PROJECTS 4-INCHES, 65 FEET SOUTH, AND 2 FEET HIGHER THAN THE
 QD0053'ROAD, AND 11 FEET SOUTH OF A METAL WITNESS POST.
 QD0053'
 QD0053'REFERENCE MARK NO. 1, STAMPED BM A 368 NO 1 1946, IS A STANDARD
 QD0053'DISK CEMENTED IN A DRILL HOLE IN A 1-1/2 BY 1-1/2 FOOT BOULDER
 QD0053'THAT PROJECTS 8-INCHES, 70 FEET SOUTH OF THE CENTER OF THE ROAD,
 QD0053'AND 1 FOOT SOUTH OF A ROCK CAIRN.  (NOTE 12C)
 QD0053'
 QD0053'REFERENCE MARK NO. 2, STAMPED BM A 368 NO 2 1946, IS A STANDARD
 QD0053'DISK CEMENTED IN A DRILL HOLE IN A 1-1/2 BY 2-1/2 FOOT BOULDER
 QD0053'THAT PROJECTS 6-INCHES, 84 FEET SOUTH OF THE CENTER OF THE ROAD,
 QD0053'AND 1 FOOT NORTH OF A ROCK CAIRN.  (NOTE 12C)
 QD0053'
 QD0053'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE SOUTHEAST
 QD0053'ON THE ABANDONED HIGHWAY FOR 0.35 MILE TO THE AZIMUTH MARK ON
 QD0053'THE RIGHT.
 QD0053'
 QD0053'THE AZIMUTH MARK, STAMPED BM A 368 1946, IS A STANDARD DISK
 QD0053'CEMENTED IN A DRILL HOLE IN A 2 BY 2 FOOT BOULDER THAT PROJECTS
 QD0053'1-FOOT, 90 FEET SOUTH OF THE OLD ROAD, AND 10 FEET HIGHER, UNDER
 QD0053'THE TELEPHONE LINES IN A SMALL ROCKY AREA.  (NOTE 17C)
 QD0053
 QD0053                          STATION RECOVERY (1977)
 QD0053
 QD0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 QD0053'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1036 ***********************************************************************
 QD1036  DESIGNATION -  A 369
 QD1036  PID         -  QD1036
 QD1036  STATE/COUNTY-  OR/DESCHUTES
 QD1036  USGS QUAD   -  SISTERS (1988)
 QD1036
 QD1036                         *CURRENT SURVEY CONTROL
 QD1036  ___________________________________________________________________
 QD1036* NAD 83(1986)-  44 15 10.     (N)    121 32 53.     (W)     SCALED    
 QD1036* NAVD 88     -      1026.549  (meters)    3367.94   (feet)  ADJUSTED  
 QD1036  ___________________________________________________________________
 QD1036  GEOID HEIGHT-         -21.21  (meters)                     GEOID03
 QD1036  DYNAMIC HT  -        1026.174 (meters)    3366.71  (feet)  COMP
 QD1036  MODELED GRAV-     980,218.1   (mgal)                       NAVD 88
 QD1036
 QD1036  VERT ORDER  -  SECOND    CLASS 0
 QD1036
 QD1036.The horizontal coordinates were scaled from a topographic map and have
 QD1036.an estimated accuracy of +/- 6 seconds.
 QD1036
 QD1036.The orthometric height was determined by differential leveling
 QD1036.and adjusted in June 1991.
 QD1036
 QD1036.The geoid height was determined by GEOID03.
 QD1036
 QD1036.The dynamic height is computed by dividing the NAVD 88
 QD1036.geopotential number by the normal gravity value computed on the
 QD1036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1036.degrees latitude (g = 980.6199 gals.).
 QD1036
 QD1036.The modeled gravity was interpolated from observed gravity values.
 QD1036
 QD1036;                    North         East    Units  Estimated Accuracy
 QD1036;SPC OR S     -   287,820.    1,416,290.      MT  (+/- 180 meters Scaled)
 QD1036
 QD1036                          SUPERSEDED SURVEY CONTROL
 QD1036
 QD1036  NGVD 29 (??/??/92) 1025.376  (m)         3364.09   (f) ADJ UNCH    2 0
 QD1036
 QD1036.Superseded values are not recommended for survey control.
 QD1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1036.See file dsdata.txt to determine how the superseded data were derived.
 QD1036
 QD1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ159009(NAD 83)
 QD1036_MARKER: DB = BENCH MARK DISK
 QD1036_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QD1036_SP_SET: CULVERT
 QD1036_STAMPING: A 369 1942
 QD1036_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD1036
 QD1036  HISTORY     - Date     Condition        Report By
 QD1036  HISTORY     - 1942     MONUMENTED       CGS
 QD1036  HISTORY     - 19850801 MARK NOT FOUND   USGS
 QD1036
 QD1036                          STATION DESCRIPTION
 QD1036
 QD1036'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QD1036'3.2 MI S FROM SISTERS.
 QD1036'3.2 MILES SOUTH OF POST OFFICE ALONG ELK LAKE ROAD, 50 FEET EAST OF
 QD1036'SQUAW CREEK CANAL GAGING STATION.  15 FEET WEST OF CENTER LINE OF
 QD1036'ROAD, IN BRIDGE HEADWALL.
 QD1036
 QD1036                          STATION RECOVERY (1985)
 QD1036
 QD1036'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (JRS)
 QD1036'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0943 ***********************************************************************
 QD0943  DESIGNATION -  A 370
 QD0943  PID         -  QD0943
 QD0943  STATE/COUNTY-  OR/DESCHUTES
 QD0943  USGS QUAD   -  BEND (1981)
 QD0943
 QD0943                         *CURRENT SURVEY CONTROL
 QD0943  ___________________________________________________________________
 QD0943* NAD 83(1986)-  44 03 23.     (N)    121 19 30.     (W)     SCALED    
 QD0943* NAVD 88     -      1099.648  (meters)    3607.76   (feet)  ADJUSTED  
 QD0943  ___________________________________________________________________
 QD0943  GEOID HEIGHT-         -20.92  (meters)                     GEOID03
 QD0943  DYNAMIC HT  -        1099.214 (meters)    3606.34  (feet)  COMP
 QD0943  MODELED GRAV-     980,186.5   (mgal)                       NAVD 88
 QD0943
 QD0943  VERT ORDER  -  SECOND    CLASS 0
 QD0943
 QD0943.The horizontal coordinates were scaled from a topographic map and have
 QD0943.an estimated accuracy of +/- 6 seconds.
 QD0943
 QD0943.The orthometric height was determined by differential leveling
 QD0943.and adjusted in June 1991.
 QD0943
 QD0943.The geoid height was determined by GEOID03.
 QD0943
 QD0943.The dynamic height is computed by dividing the NAVD 88
 QD0943.geopotential number by the normal gravity value computed on the
 QD0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0943.degrees latitude (g = 980.6199 gals.).
 QD0943
 QD0943.The modeled gravity was interpolated from observed gravity values.
 QD0943
 QD0943;                    North         East    Units  Estimated Accuracy
 QD0943;SPC OR S     -   265,800.    1,433,890.      MT  (+/- 180 meters Scaled)
 QD0943
 QD0943                          SUPERSEDED SURVEY CONTROL
 QD0943
 QD0943  NGVD 29 (??/??/92) 1098.476  (m)         3603.92   (f) ADJ UNCH    2 0
 QD0943
 QD0943.Superseded values are not recommended for survey control.
 QD0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0943.See file dsdata.txt to determine how the superseded data were derived.
 QD0943
 QD0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP341795(NAD 83)
 QD0943_MARKER: DB = BENCH MARK DISK
 QD0943_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QD0943_SP_SET: WALL
 QD0943_STAMPING: A 370 1942
 QD0943_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0943
 QD0943  HISTORY     - Date     Condition        Report By
 QD0943  HISTORY     - 1942     MONUMENTED       CGS
 QD0943  HISTORY     - 1963     GOOD             NGS
 QD0943
 QD0943                          STATION DESCRIPTION
 QD0943
 QD0943'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 QD0943'IN BEND.
 QD0943'0.6 MILE SOUTHWEST ALONG CENTURY DRIVE FROM THE POST OFFICE AT BEND,
 QD0943'150 FEET EAST OF THE CENTER OF HARMON BLVD., 44 FEET SOUTH OF THE
 QD0943'CENTER OF CENTURY DRIVE, (GALVESTON AVENUE), 16 FEET SOUTHWEST OF A
 QD0943'POWER POLE WITH A TRANSFORMER, 2 INCHES NORTH OF A BOARD FENCE, 2 1/2
 QD0943'FEET ABOVE THE LEVEL OF THE STREET AND 0.5 FOOT EAST OF THE TOP OF THE
 QD0943'MASONRY WALL AT THE EAST EDGE OF THE LAWN AT HOUSE NUMBER 656.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0945 ***********************************************************************
 QD0945  DESIGNATION -  A 371
 QD0945  PID         -  QD0945
 QD0945  STATE/COUNTY-  OR/DESCHUTES
 QD0945  USGS QUAD   -  BEND (1981)
 QD0945
 QD0945                         *CURRENT SURVEY CONTROL
 QD0945  ___________________________________________________________________
 QD0945* NAD 83(1986)-  44 03 38.     (N)    121 19 19.     (W)     SCALED    
 QD0945* NAVD 88     -      1098.059  (meters)    3602.55   (feet)  ADJUSTED  
 QD0945  ___________________________________________________________________
 QD0945  GEOID HEIGHT-         -20.93  (meters)                     GEOID03
 QD0945  DYNAMIC HT  -        1097.626 (meters)    3601.13  (feet)  COMP
 QD0945  MODELED GRAV-     980,186.8   (mgal)                       NAVD 88
 QD0945
 QD0945  VERT ORDER  -  FIRST     CLASS II
 QD0945
 QD0945.The horizontal coordinates were scaled from a topographic map and have
 QD0945.an estimated accuracy of +/- 6 seconds.
 QD0945
 QD0945.The orthometric height was determined by differential leveling
 QD0945.and adjusted in June 1991.
 QD0945.WARNING-Repeat measurements at this control monument indicate possible
 QD0945.vertical movement.
 QD0945
 QD0945.The geoid height was determined by GEOID03.
 QD0945
 QD0945.The dynamic height is computed by dividing the NAVD 88
 QD0945.geopotential number by the normal gravity value computed on the
 QD0945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0945.degrees latitude (g = 980.6199 gals.).
 QD0945
 QD0945.The modeled gravity was interpolated from observed gravity values.
 QD0945
 QD0945;                    North         East    Units  Estimated Accuracy
 QD0945;SPC OR S     -   266,260.    1,434,140.      MT  (+/- 180 meters Scaled)
 QD0945
 QD0945                          SUPERSEDED SURVEY CONTROL
 QD0945
 QD0945  NGVD 29 (??/??/92) 1096.986  (m)         3599.03   (f) ADJ UNCH    1 2
 QD0945
 QD0945.Superseded values are not recommended for survey control.
 QD0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0945.See file dsdata.txt to determine how the superseded data were derived.
 QD0945
 QD0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP344799(NAD 83)
 QD0945_MARKER: DB = BENCH MARK DISK
 QD0945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD0945_SP_SET: SQUARE CONCRETE MONUMENT
 QD0945_STAMPING: A 371 1942
 QD0945_MARK LOGO: CGS   
 QD0945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0945+STABILITY: SURFACE MOTION
 QD0945_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QD0945+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1988
 QD0945
 QD0945  HISTORY     - Date     Condition        Report By
 QD0945  HISTORY     - 1942     MONUMENTED       CGS
 QD0945  HISTORY     - 1963     GOOD             NGS
 QD0945  HISTORY     - 19880713 GOOD             NGS
 QD0945
 QD0945                          STATION DESCRIPTION
 QD0945
 QD0945'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 QD0945'IN BEND.
 QD0945'IN THE WEST PART OF BEND ALONG DRAKE ROAD AT THE NORTHEAST CORNER OF
 QD0945'LOT 10, BLOCK 4, AT HOUSE NUMBER 1426, WHICH IS OWNED AND OCCUPIED BY
 QD0945'MR. PHIL BROGAN.  THE MONUMENT IS 200 FEET NORTH OF THE CENTER OF
 QD0945'NASHVILLE AVE., 25 FEET WEST OF THE CENTER OF DRAKE ROAD AND 1 FOOT
 QD0945'EAST OF A WHITE BOARD FENCE.  THE MONUMENT PROJECTS 10 INCHES.
 QD0945
 QD0945                          STATION RECOVERY (1988)
 QD0945
 QD0945'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QD0945'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0179 ***********************************************************************
 PB0179  DESIGNATION -  A 372
 PB0179  PID         -  PB0179
 PB0179  STATE/COUNTY-  OR/DESCHUTES
 PB0179  USGS QUAD   -  HORSE RIDGE (1981)
 PB0179
 PB0179                         *CURRENT SURVEY CONTROL
 PB0179  ___________________________________________________________________
 PB0179* NAD 83(1986)-  43 55 50.     (N)    121 06 06.     (W)     SCALED    
 PB0179* NAVD 88     -      1282.929  (meters)    4209.08   (feet)  ADJUSTED  
 PB0179  ___________________________________________________________________
 PB0179  GEOID HEIGHT-         -20.58  (meters)                     GEOID03
 PB0179  DYNAMIC HT  -        1282.358 (meters)    4207.20  (feet)  COMP
 PB0179  MODELED GRAV-     980,128.6   (mgal)                       NAVD 88
 PB0179
 PB0179  VERT ORDER  -  FIRST     CLASS II
 PB0179
 PB0179.The horizontal coordinates were scaled from a topographic map and have
 PB0179.an estimated accuracy of +/- 6 seconds.
 PB0179
 PB0179.The orthometric height was determined by differential leveling
 PB0179.and adjusted in June 1991.
 PB0179
 PB0179.The geoid height was determined by GEOID03.
 PB0179
 PB0179.The dynamic height is computed by dividing the NAVD 88
 PB0179.geopotential number by the normal gravity value computed on the
 PB0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0179.degrees latitude (g = 980.6199 gals.).
 PB0179
 PB0179.The modeled gravity was interpolated from observed gravity values.
 PB0179
 PB0179;                    North         East    Units  Estimated Accuracy
 PB0179;SPC OR S     -   251,660.    1,451,690.      MT  (+/- 180 meters Scaled)
 PB0179
 PB0179                          SUPERSEDED SURVEY CONTROL
 PB0179
 PB0179  NGVD 29 (??/??/92) 1281.729  (m)         4205.14   (f) ADJ UNCH    1 2
 PB0179
 PB0179.Superseded values are not recommended for survey control.
 PB0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0179.See file dsdata.txt to determine how the superseded data were derived.
 PB0179
 PB0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP523659(NAD 83)
 PB0179_MARKER: DB = BENCH MARK DISK
 PB0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0179_STAMPING: A 372 1943
 PB0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0179+STABILITY: SURFACE MOTION
 PB0179
 PB0179  HISTORY     - Date     Condition        Report By
 PB0179  HISTORY     - 1943     MONUMENTED       CGS
 PB0179
 PB0179                          STATION DESCRIPTION
 PB0179
 PB0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 PB0179'16.3 MI SE FROM BEND.
 PB0179'THIS MARK IS ABOUT 13.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 20 AND
 PB0179'ABOUT 3.3 MILES SOUTH ALONG THE OLD BEND-BURNS ROAD FROM THE RAILWAY
 PB0179'STATION AT BEND, DESCHUTES COUNTY, 1.1 MILE NORTH OF THE RUINS OF THE
 PB0179'STOOKEY RANCH HOUSE, SET IN A DRY WASH AS THE ROAD MAKES A CURVE TO
 PB0179'THE EAST, IN THE TOP OF A LARGE FLAT ROCK, 68.0 FEET SOUTHEAST OF THE
 PB0179'CENTER LINE OF THE ROAD, 3.0 FEET NORTHEAST OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0264 ***********************************************************************
 NY0264  DESIGNATION -  A 373
 NY0264  PID         -  NY0264
 NY0264  STATE/COUNTY-  OR/KLAMATH
 NY0264  USGS QUAD   -  YONNA (1988)
 NY0264
 NY0264                         *CURRENT SURVEY CONTROL
 NY0264  ___________________________________________________________________
 NY0264* NAD 83(1986)-  42 16 12.     (N)    121 29 13.     (W)     SCALED    
 NY0264* NAVD 88     -      1266.182  (meters)    4154.13   (feet)  ADJUSTED  
 NY0264  ___________________________________________________________________
 NY0264  GEOID HEIGHT-         -22.24  (meters)                     GEOID03
 NY0264  DYNAMIC HT  -        1265.425 (meters)    4151.65  (feet)  COMP
 NY0264  MODELED GRAV-     979,979.8   (mgal)                       NAVD 88
 NY0264
 NY0264  VERT ORDER  -  FIRST     CLASS II
 NY0264
 NY0264.The horizontal coordinates were scaled from a topographic map and have
 NY0264.an estimated accuracy of +/- 6 seconds.
 NY0264
 NY0264.The orthometric height was determined by differential leveling
 NY0264.and adjusted in June 1991.
 NY0264
 NY0264.The geoid height was determined by GEOID03.
 NY0264
 NY0264.The dynamic height is computed by dividing the NAVD 88
 NY0264.geopotential number by the normal gravity value computed on the
 NY0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0264.degrees latitude (g = 980.6199 gals.).
 NY0264
 NY0264.The modeled gravity was interpolated from observed gravity values.
 NY0264
 NY0264;                    North         East    Units  Estimated Accuracy
 NY0264;SPC OR S     -    67,500.    1,418,580.      MT  (+/- 180 meters Scaled)
 NY0264
 NY0264                          SUPERSEDED SURVEY CONTROL
 NY0264
 NY0264  NGVD 29 (??/??/92) 1265.085  (m)         4150.53   (f) ADJ UNCH    1 2
 NY0264
 NY0264.Superseded values are not recommended for survey control.
 NY0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0264.See file dsdata.txt to determine how the superseded data were derived.
 NY0264
 NY0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM247808(NAD 83)
 NY0264_MARKER: DB = BENCH MARK DISK
 NY0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NY0264_STAMPING: A 373 1942
 NY0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0264+STABILITY: SURFACE MOTION
 NY0264
 NY0264  HISTORY     - Date     Condition        Report By
 NY0264  HISTORY     - 1942     MONUMENTED       CGS
 NY0264  HISTORY     - 1984     POOR             USPSQD
 NY0264  HISTORY     - 20060527 MARK NOT FOUND   NGS
 NY0264
 NY0264                          STATION DESCRIPTION
 NY0264
 NY0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NY0264'3.1 MI NE FROM DAIRY.
 NY0264'ALONG STATE HIGHWAY NO. 66.  AT T CROSS ROADS, 175 FEET NORTHEAST OF
 NY0264'SHELL SERVICE STATION AND COMBINED STORE, 50 FEET NORTHWEST OF CENTER
 NY0264'LINE OF HIGHWAY.  WITNESS POST SET.
 NY0264
 NY0264                          STATION RECOVERY (1984)
 NY0264
 NY0264'RECOVERY NOTE BY US POWER SQUADRON 1984 (JTF)
 NY0264'MARK RECOVERED IN POOR CONDITION.
 NY0264
 NY0264                          STATION RECOVERY (2006)
 NY0264
 NY0264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (TGW)
 NY0264'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0041 ***********************************************************************
 PB0041  DESIGNATION -  A 374
 PB0041  PID         -  PB0041
 PB0041  STATE/COUNTY-  OR/LAKE
 PB0041  USGS QUAD   -  GLASS BUTTE (1983)
 PB0041
 PB0041                         *CURRENT SURVEY CONTROL
 PB0041  ___________________________________________________________________
 PB0041* NAD 83(1986)-  43 35 15.     (N)    120 05 10.     (W)     SCALED    
 PB0041* NAVD 88     -      1383.921  (meters)    4540.41   (feet)  ADJUSTED  
 PB0041  ___________________________________________________________________
 PB0041  GEOID HEIGHT-         -19.64  (meters)                     GEOID03
 PB0041  DYNAMIC HT  -        1383.242 (meters)    4538.19  (feet)  COMP
 PB0041  MODELED GRAV-     980,080.2   (mgal)                       NAVD 88
 PB0041
 PB0041  VERT ORDER  -  FIRST     CLASS II
 PB0041
 PB0041.The horizontal coordinates were scaled from a topographic map and have
 PB0041.an estimated accuracy of +/- 6 seconds.
 PB0041
 PB0041.The orthometric height was determined by differential leveling
 PB0041.and adjusted in June 1991.
 PB0041
 PB0041.The geoid height was determined by GEOID03.
 PB0041
 PB0041.The dynamic height is computed by dividing the NAVD 88
 PB0041.geopotential number by the normal gravity value computed on the
 PB0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0041.degrees latitude (g = 980.6199 gals.).
 PB0041
 PB0041.The modeled gravity was interpolated from observed gravity values.
 PB0041
 PB0041;                    North         East    Units  Estimated Accuracy
 PB0041;SPC OR S     -   213,460.    1,533,420.      MT  (+/- 180 meters Scaled)
 PB0041
 PB0041                          SUPERSEDED SURVEY CONTROL
 PB0041
 PB0041  NGVD 29 (??/??/92) 1382.698  (m)         4536.40   (f) ADJ UNCH    1 2
 PB0041
 PB0041.Superseded values are not recommended for survey control.
 PB0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0041.See file dsdata.txt to determine how the superseded data were derived.
 PB0041
 PB0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGP352301(NAD 83)
 PB0041_MARKER: DB = BENCH MARK DISK
 PB0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0041_STAMPING: A 374 1943
 PB0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0041+STABILITY: SURFACE MOTION
 PB0041
 PB0041  HISTORY     - Date     Condition        Report By
 PB0041  HISTORY     - 1943     MONUMENTED       CGS
 PB0041  HISTORY     - 1980     MARK NOT FOUND   USGS
 PB0041
 PB0041                          STATION DESCRIPTION
 PB0041
 PB0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 PB0041'10.1 MI SE FROM HAMPTON.
 PB0041'THIS MARK IS ABOUT 10.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 20 FROM
 PB0041'HAMPTON, DESCHUTES COUNTY, 0.1 MILE WEST OF A ROAD LEADING SOUTH, SET
 PB0041'IN LINE WITH POWER POLES, 15.0 FEET EAST OF A POWER POLE, 100 FEET
 PB0041'SOUTH OF THE CENTER LINE OF THE HIGHWAY, PROJECTING ABOUT 2-INCHES
 PB0041'ABOVE THE GROUND, 2.0 FEET NORTH OF A WHITE REFERENCE POST.
 PB0041
 PB0041                          STATION RECOVERY (1980)
 PB0041
 PB0041'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 PB0041'A WATER LINE HAS BEEN BURIED IN AREA THAT THIS MARK WOULD HAVE BEEN
 PB0041'IN.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0065 ***********************************************************************
 NY0065  DESIGNATION -  A 375
 NY0065  PID         -  NY0065
 NY0065  STATE/COUNTY-  OR/LAKE
 NY0065  USGS QUAD   -  LAKEVIEW NW (1964)
 NY0065
 NY0065                         *CURRENT SURVEY CONTROL
 NY0065  ___________________________________________________________________
 NY0065* NAD 83(1986)-  42 10 42.     (N)    120 23 06.     (W)     SCALED    
 NY0065* NAVD 88     -      1441.720  (meters)    4730.04   (feet)  ADJUSTED  
 NY0065  ___________________________________________________________________
 NY0065  GEOID HEIGHT-         -21.12  (meters)                     GEOID03
 NY0065  DYNAMIC HT  -        1440.754 (meters)    4726.87  (feet)  COMP
 NY0065  MODELED GRAV-     979,901.6   (mgal)                       NAVD 88
 NY0065
 NY0065  VERT ORDER  -  FIRST     CLASS II
 NY0065
 NY0065.The horizontal coordinates were scaled from a topographic map and have
 NY0065.an estimated accuracy of +/- 6 seconds.
 NY0065
 NY0065.The orthometric height was determined by differential leveling
 NY0065.and adjusted in June 1991.
 NY0065
 NY0065.The geoid height was determined by GEOID03.
 NY0065
 NY0065.The dynamic height is computed by dividing the NAVD 88
 NY0065.geopotential number by the normal gravity value computed on the
 NY0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0065.degrees latitude (g = 980.6199 gals.).
 NY0065
 NY0065.The modeled gravity was interpolated from observed gravity values.
 NY0065
 NY0065;                    North         East    Units  Estimated Accuracy
 NY0065;SPC OR S     -    56,850.    1,509,500.      MT  (+/- 180 meters Scaled)
 NY0065
 NY0065                          SUPERSEDED SURVEY CONTROL
 NY0065
 NY0065  NGVD 29 (??/??/92) 1440.508  (m)         4726.07   (f) ADJ UNCH    1 2
 NY0065
 NY0065.Superseded values are not recommended for survey control.
 NY0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0065.See file dsdata.txt to determine how the superseded data were derived.
 NY0065
 NY0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGM159728(NAD 83)
 NY0065_MARKER: DB = BENCH MARK DISK
 NY0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NY0065_STAMPING: A 375 1942
 NY0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0065+STABILITY: SURFACE MOTION
 NY0065
 NY0065  HISTORY     - Date     Condition        Report By
 NY0065  HISTORY     - 1948     MONUMENTED       CGS
 NY0065  HISTORY     - 1948     GOOD             NGS
 NY0065
 NY0065                          STATION DESCRIPTION
 NY0065
 NY0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NY0065'3.05 MI SW FROM LAKEVIEW.
 NY0065'FROM THE HIGHWAY SCALES, ONE MILE SOUTH, THENCE, ONE MILE WEST ON ROAD
 NY0065'TO AIRPORT, 33 FEET SOUTH OF ROAD AND 3 FEET NORTH OF FENCE CORNER,
 NY0065'NEAR A SMALL GROUP OF HOUSES AND ABOUT 50 YARDS WEST OF SMALL STREAM.
 NY0065'WITNESS POST SET.
 NY0065
 NY0065                          STATION RECOVERY (1948)
 NY0065
 NY0065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 NY0065'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0139 ***********************************************************************
 NY0139  DESIGNATION -  A 376
 NY0139  PID         -  NY0139
 NY0139  STATE/COUNTY-  OR/LAKE
 NY0139  USGS QUAD   -  QUARTZ VALLEY (1988)
 NY0139
 NY0139                         *CURRENT SURVEY CONTROL
 NY0139  ___________________________________________________________________
 NY0139* NAD 83(1986)-  42 18 04.     (N)    120 46 54.     (W)     SCALED    
 NY0139* NAVD 88     -      1617.700  (meters)    5307.40   (feet)  ADJUSTED  
 NY0139  ___________________________________________________________________
 NY0139  GEOID HEIGHT-         -21.11  (meters)                     GEOID03
 NY0139  DYNAMIC HT  -        1616.616 (meters)    5303.85  (feet)  COMP
 NY0139  MODELED GRAV-     979,894.6   (mgal)                       NAVD 88
 NY0139
 NY0139  VERT ORDER  -  FIRST     CLASS II
 NY0139
 NY0139.The horizontal coordinates were scaled from a topographic map and have
 NY0139.an estimated accuracy of +/- 6 seconds.
 NY0139
 NY0139.The orthometric height was determined by differential leveling
 NY0139.and adjusted in June 1991.
 NY0139
 NY0139.The geoid height was determined by GEOID03.
 NY0139
 NY0139.The dynamic height is computed by dividing the NAVD 88
 NY0139.geopotential number by the normal gravity value computed on the
 NY0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0139.degrees latitude (g = 980.6199 gals.).
 NY0139
 NY0139.The modeled gravity was interpolated from observed gravity values.
 NY0139
 NY0139;                    North         East    Units  Estimated Accuracy
 NY0139;SPC OR S     -    70,520.    1,476,770.      MT  (+/- 180 meters Scaled)
 NY0139
 NY0139                          SUPERSEDED SURVEY CONTROL
 NY0139
 NY0139  NGVD 29 (??/??/92) 1616.489  (m)         5303.43   (f) ADJ UNCH    1 2
 NY0139
 NY0139.Superseded values are not recommended for survey control.
 NY0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0139.See file dsdata.txt to determine how the superseded data were derived.
 NY0139
 NY0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM828855(NAD 83)
 NY0139_MARKER: DB = BENCH MARK DISK
 NY0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NY0139_STAMPING: A 376 1942
 NY0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0139+STABILITY: SURFACE MOTION
 NY0139
 NY0139  HISTORY     - Date     Condition        Report By
 NY0139  HISTORY     - 1942     MONUMENTED       CGS
 NY0139
 NY0139                          STATION DESCRIPTION
 NY0139
 NY0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NY0139'15.51 MI E FROM BLY.
 NY0139'LOCATED ALONG OREGON STATE HIGHWAY NO. 66, 48 FEET NORTHEAST CENTER OF
 NY0139'HIGHWAY, 3 FEET EAST OF 10-INCH PINE TREE WITH TRIANGLE BLAZE, 3 FEET
 NY0139'SOUTHWEST OF FENCE LINE, 3 FEET SOUTHWEST OF TELEPHONE LINE, WITNESS
 NY0139'POST SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0128 ***********************************************************************
 RC0128  DESIGNATION -  A 377
 RC0128  PID         -  RC0128
 RC0128  STATE/COUNTY-  OR/GILLIAM
 RC0128  USGS QUAD   -  HEPPNER JUNCTION (1970)
 RC0128
 RC0128                         *CURRENT SURVEY CONTROL
 RC0128  ___________________________________________________________________
 RC0128* NAD 83(1986)-  45 46 47.     (N)    120 04 00.     (W)     SCALED    
 RC0128* NAVD 88     -        74.469  (meters)     244.32   (feet)  ADJUSTED  
 RC0128  ___________________________________________________________________
 RC0128  GEOID HEIGHT-         -21.66  (meters)                     GEOID03
 RC0128  DYNAMIC HT  -          74.469 (meters)     244.32  (feet)  COMP
 RC0128  MODELED GRAV-     980,611.5   (mgal)                       NAVD 88
 RC0128
 RC0128  VERT ORDER  -  FIRST     CLASS II
 RC0128
 RC0128.The horizontal coordinates were scaled from a topographic map and have
 RC0128.an estimated accuracy of +/- 6 seconds.
 RC0128
 RC0128.The orthometric height was determined by differential leveling
 RC0128.and adjusted in June 1991.
 RC0128
 RC0128.The geoid height was determined by GEOID03.
 RC0128
 RC0128.The dynamic height is computed by dividing the NAVD 88
 RC0128.geopotential number by the normal gravity value computed on the
 RC0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0128.degrees latitude (g = 980.6199 gals.).
 RC0128
 RC0128.The modeled gravity was interpolated from observed gravity values.
 RC0128
 RC0128;                    North         East    Units  Estimated Accuracy
 RC0128;SPC OR N     -   234,900.    2,533,700.      MT  (+/- 180 meters Scaled)
 RC0128
 RC0128                          SUPERSEDED SURVEY CONTROL
 RC0128
 RC0128  NGVD 29 (??/??/92)   73.465  (m)          241.03   (f) ADJ UNCH    1 2
 RC0128
 RC0128.Superseded values are not recommended for survey control.
 RC0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0128.See file dsdata.txt to determine how the superseded data were derived.
 RC0128
 RC0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGR280737(NAD 83)
 RC0128_MARKER: DB = BENCH MARK DISK
 RC0128_SETTING: 80 = SET IN A BOULDER
 RC0128_SP_SET: BOULDER
 RC0128_STAMPING: A 377 1943
 RC0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0128+STABILITY: SURFACE MOTION
 RC0128
 RC0128  HISTORY     - Date     Condition        Report By
 RC0128  HISTORY     - 1943     MONUMENTED       CGS
 RC0128  HISTORY     - 1962     GOOD             NGS
 RC0128
 RC0128                          STATION DESCRIPTION
 RC0128
 RC0128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RC0128'0.7 MI W FROM WILLOWS.
 RC0128'0.7 MILE WEST OF THE UNION PACIFIC RAILROAD STATION SIDING AT WILLOWS,
 RC0128'110 FEET SOUTHEAST OF UNION PACIFIC RAILROAD MILE POST 140, 65 FEET
 RC0128'SOUTHEAST OF THE CENTER OF OLD U.S. HIGHWAY 30, 1.5 FEET NORTH OF A
 RC0128'METAL WITNESS POST, SET IN THE TOP OF A LARGE BOULDER THAT PROJECTS
 RC0128'ABOUT 2 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0102 ***********************************************************************
 RC0102  DESIGNATION -  A 378
 RC0102  PID         -  RC0102
 RC0102  STATE/COUNTY-  OR/GILLIAM
 RC0102  USGS QUAD   -  ARLINGTON (1971)
 RC0102
 RC0102                         *CURRENT SURVEY CONTROL
 RC0102  ___________________________________________________________________
 RC0102* NAD 83(1986)-  45 42 33.     (N)    120 10 28.     (W)     SCALED    
 RC0102* NAVD 88     -       197.589  (meters)     648.26   (feet)  ADJUSTED  
 RC0102  ___________________________________________________________________
 RC0102  GEOID HEIGHT-         -21.62  (meters)                     GEOID03
 RC0102  DYNAMIC HT  -         197.586 (meters)     648.25  (feet)  COMP
 RC0102  MODELED GRAV-     980,596.6   (mgal)                       NAVD 88
 RC0102
 RC0102  VERT ORDER  -  FIRST     CLASS I
 RC0102
 RC0102.The horizontal coordinates were scaled from a topographic map and have
 RC0102.an estimated accuracy of +/- 6 seconds.
 RC0102
 RC0102.The orthometric height was determined by differential leveling
 RC0102.and adjusted in June 1991.
 RC0102
 RC0102.The geoid height was determined by GEOID03.
 RC0102
 RC0102.The dynamic height is computed by dividing the NAVD 88
 RC0102.geopotential number by the normal gravity value computed on the
 RC0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0102.degrees latitude (g = 980.6199 gals.).
 RC0102
 RC0102.The modeled gravity was interpolated from observed gravity values.
 RC0102
 RC0102;                    North         East    Units  Estimated Accuracy
 RC0102;SPC OR N     -   227,020.    2,525,350.      MT  (+/- 180 meters Scaled)
 RC0102
 RC0102                          SUPERSEDED SURVEY CONTROL
 RC0102
 RC0102  NGVD 29 (??/??/92)  196.590  (m)          644.98   (f) ADJ UNCH    1 1
 RC0102
 RC0102.Superseded values are not recommended for survey control.
 RC0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0102.See file dsdata.txt to determine how the superseded data were derived.
 RC0102
 RC0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGR199656(NAD 83)
 RC0102_MARKER: DB = BENCH MARK DISK
 RC0102_SETTING: 66 = SET IN ROCK OUTCROP
 RC0102_SP_SET: ROCK OUTCROP
 RC0102_STAMPING: A 378 1943
 RC0102_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RC0102+STABILITY: POSITION/ELEVATION WELL
 RC0102
 RC0102  HISTORY     - Date     Condition        Report By
 RC0102  HISTORY     - 1943     MONUMENTED       CGS
 RC0102  HISTORY     - 1968     GOOD             NGS
 RC0102  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RC0102  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 RC0102
 RC0102                          STATION DESCRIPTION
 RC0102
 RC0102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RC0102'1.55 MI SE FROM ARLINGTON.
 RC0102'0.85 MILE SOUTH ALONG STATE HIGHWAY 19 FROM THE POST OFFICE AT
 RC0102'ARLINGTON, THENCE 0.7 MILE EAST ALONG AIRPORT ROAD, 0.05 MILE WEST OF
 RC0102'A CURVE, IN THE TOP OF AN OUTCROP WHICH PROJECTS ABOUT 2 FEET ABOVE
 RC0102'THE GROUND, 56 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 2.0 FEET
 RC0102'NORTH OF A WITNESS POST, AND ABOUT 10 FEET HIGHER THAN THE ROAD.
 RC0102
 RC0102                          STATION RECOVERY (1988)
 RC0102
 RC0102'RECOVERY NOTE BY US POWER SQUADRON 1988 (RCC)
 RC0102'MARK NOT FOUND.
 RC0102
 RC0102                          STATION RECOVERY (1989)
 RC0102
 RC0102'RECOVERY NOTE BY US POWER SQUADRON 1989 (RCC)
 RC0102'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1029 ***********************************************************************
 QD1029  DESIGNATION -  A 379
 QD1029  PID         -  QD1029
 QD1029  STATE/COUNTY-  OR/DESCHUTES
 QD1029  USGS QUAD   -  SISTERS (1988)
 QD1029
 QD1029                         *CURRENT SURVEY CONTROL
 QD1029  ___________________________________________________________________
 QD1029* NAD 83(1986)-  44 17 16.     (N)    121 32 27.     (W)     SCALED    
 QD1029* NAVD 88     -       968.913  (meters)    3178.84   (feet)  ADJUSTED  
 QD1029  ___________________________________________________________________
 QD1029  GEOID HEIGHT-         -21.32  (meters)                     GEOID03
 QD1029  DYNAMIC HT  -         968.569 (meters)    3177.71  (feet)  COMP
 QD1029  MODELED GRAV-     980,230.7   (mgal)                       NAVD 88
 QD1029
 QD1029  VERT ORDER  -  FIRST     CLASS II
 QD1029
 QD1029.The horizontal coordinates were scaled from a topographic map and have
 QD1029.an estimated accuracy of +/- 6 seconds.
 QD1029
 QD1029.The orthometric height was determined by differential leveling
 QD1029.and adjusted in June 1991.
 QD1029
 QD1029.The geoid height was determined by GEOID03.
 QD1029
 QD1029.The dynamic height is computed by dividing the NAVD 88
 QD1029.geopotential number by the normal gravity value computed on the
 QD1029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1029.degrees latitude (g = 980.6199 gals.).
 QD1029
 QD1029.The modeled gravity was interpolated from observed gravity values.
 QD1029
 QD1029;                    North         East    Units  Estimated Accuracy
 QD1029;SPC OR S     -   291,700.    1,416,920.      MT  (+/- 180 meters Scaled)
 QD1029
 QD1029                          SUPERSEDED SURVEY CONTROL
 QD1029
 QD1029  NGVD 29 (??/??/92)  967.761  (m)         3175.06   (f) ADJ UNCH    1 2
 QD1029
 QD1029.Superseded values are not recommended for survey control.
 QD1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1029.See file dsdata.txt to determine how the superseded data were derived.
 QD1029
 QD1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ164048(NAD 83)
 QD1029_MARKER: DD = SURVEY DISK
 QD1029_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QD1029_SP_SET: WINGWALL
 QD1029_STAMPING: A 379 1935
 QD1029_MARK LOGO: CGS   
 QD1029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD1029+STABILITY: SURFACE MOTION
 QD1029
 QD1029  HISTORY     - Date     Condition        Report By
 QD1029  HISTORY     - 1935     MONUMENTED       ORDT
 QD1029  HISTORY     - 1941     GOOD             NGS
 QD1029  HISTORY     - 1987     GOOD             NGS
 QD1029
 QD1029                          STATION DESCRIPTION
 QD1029
 QD1029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QD1029'0.5 MI E FROM SISTERS.
 QD1029'MARK IS LOCATED ALONG THE MCKENZIE HIGHWAY, IN SOUTHEAST CORNER OF
 QD1029'HIGHWAY BRIDGE OVER SQUAW CREEK, TOP OF ABUTMENT.
 QD1029
 QD1029                          STATION RECOVERY (1987)
 QD1029
 QD1029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QD1029'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  0.7 KM
 QD1029'(0.45 MI) EASTERLY ALONG STATE HIGHWAY 126 FROM ITS JUNCTION WITH FIR
 QD1029'STREET IN SISTERS, IN TOP OF AND 1.1 M (3.6 FT) NORTHEAST OF THE
 QD1029'SOUTHWEST END OF A CONCRETE WINGWALL OF THE SOUTHEAST END OF AN
 QD1029'ABUTMENT OF A BRIDGE SPANNING SQUAW CREEK, AND 9.0 M (29.5 FT)
 QD1029'SOUTHWEST OF THE CENTER OF THE HIGHWAY.
 QD1029'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0518 ***********************************************************************
 QC0518  DESIGNATION -  A 38
 QC0518  PID         -  QC0518
 QC0518  STATE/COUNTY-  OR/GRANT
 QC0518  USGS QUAD   -  MT MISERY (1990)
 QC0518
 QC0518                         *CURRENT SURVEY CONTROL
 QC0518  ___________________________________________________________________
 QC0518* NAD 83(1986)-  44 38 18.     (N)    119 38 40.     (W)     SCALED    
 QC0518* NAVD 88     -       622.434  (meters)    2042.10   (feet)  ADJUSTED  
 QC0518  ___________________________________________________________________
 QC0518  GEOID HEIGHT-         -19.23  (meters)                     GEOID03
 QC0518  DYNAMIC HT  -         622.268 (meters)    2041.56  (feet)  COMP
 QC0518  MODELED GRAV-     980,331.4   (mgal)                       NAVD 88
 QC0518
 QC0518  VERT ORDER  -  FIRST     CLASS II
 QC0518
 QC0518.The horizontal coordinates were scaled from a topographic map and have
 QC0518.an estimated accuracy of +/- 6 seconds.
 QC0518
 QC0518.The orthometric height was determined by differential leveling
 QC0518.and adjusted in June 1991.
 QC0518
 QC0518.The geoid height was determined by GEOID03.
 QC0518
 QC0518.The dynamic height is computed by dividing the NAVD 88
 QC0518.geopotential number by the normal gravity value computed on the
 QC0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0518.degrees latitude (g = 980.6199 gals.).
 QC0518
 QC0518.The modeled gravity was interpolated from observed gravity values.
 QC0518
 QC0518;                    North         East    Units  Estimated Accuracy
 QC0518;SPC OR N     -   108,330.    2,567,880.      MT  (+/- 180 meters Scaled)
 QC0518
 QC0518                          SUPERSEDED SURVEY CONTROL
 QC0518
 QC0518  NGVD 29 (??/??/92)  621.318  (m)         2038.44   (f) ADJ UNCH    1 2
 QC0518
 QC0518.Superseded values are not recommended for survey control.
 QC0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0518.See file dsdata.txt to determine how the superseded data were derived.
 QC0518
 QC0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKK902461(NAD 83)
 QC0518_MARKER: DB = BENCH MARK DISK
 QC0518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0518_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QC0518_STAMPING: 2038.684 S 38 1930
 QC0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0518+STABILITY: SURFACE MOTION
 QC0518
 QC0518  HISTORY     - Date     Condition        Report By
 QC0518  HISTORY     - 1930     MONUMENTED       CGS
 QC0518  HISTORY     - 1963     GOOD             NGS
 QC0518  HISTORY     - 1978     GOOD             NGS
 QC0518
 QC0518                          STATION DESCRIPTION
 QC0518
 QC0518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 QC0518'9.9 MI S FROM KIMBERLY.
 QC0518'9.9 MILES SOUTH ALONG STATE HIGHWAY 19 FROM THE KIMBERLY POST OFFICE,
 QC0518'320 FEET NORTHWEST OF MILE POST NO. 115, 45 FEET NORTHEAST OF THE
 QC0518'NORTHEAST END OF AN IRRIGATION DITCH UNDER THE HIGHWAY, 32 FEET
 QC0518'NORTHEAST OF THE CENTER OF THE HIGHWAY, 2 FEET SOUTHWEST OF A FENCE
 QC0518'AND 1 FOOT SOUTH OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 2
 QC0518'INCHES.
 QC0518
 QC0518                          STATION RECOVERY (1978)
 QC0518
 QC0518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QC0518'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0856 ***********************************************************************
 QE0856  DESIGNATION -  A 380
 QE0856  PID         -  QE0856
 QE0856  STATE/COUNTY-  OR/LANE
 QE0856  USGS QUAD   -  EUGENE EAST (1986)
 QE0856
 QE0856                         *CURRENT SURVEY CONTROL
 QE0856  ___________________________________________________________________
 QE0856* NAD 83(1986)-  44 02 42.     (N)    123 02 35.     (W)     SCALED    
 QE0856* NAVD 88     -       132.971  (meters)     436.26   (feet)  ADJUSTED  
 QE0856  ___________________________________________________________________
 QE0856  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 QE0856  DYNAMIC HT  -         132.951 (meters)     436.19  (feet)  COMP
 QE0856  MODELED GRAV-     980,468.0   (mgal)                       NAVD 88
 QE0856
 QE0856  VERT ORDER  -  FIRST     CLASS II
 QE0856
 QE0856.The horizontal coordinates were scaled from a topographic map and have
 QE0856.an estimated accuracy of +/- 6 seconds.
 QE0856
 QE0856.The orthometric height was determined by differential leveling
 QE0856.and adjusted in June 1991.
 QE0856
 QE0856.The geoid height was determined by GEOID03.
 QE0856
 QE0856.The dynamic height is computed by dividing the NAVD 88
 QE0856.geopotential number by the normal gravity value computed on the
 QE0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0856.degrees latitude (g = 980.6199 gals.).
 QE0856
 QE0856.The modeled gravity was interpolated from observed gravity values.
 QE0856
 QE0856;                    North         East    Units  Estimated Accuracy
 QE0856;SPC OR S     -   267,300.    1,296,210.      MT  (+/- 180 meters Scaled)
 QE0856
 QE0856                          SUPERSEDED SURVEY CONTROL
 QE0856
 QE0856  NGVD 29 (??/??/92)  131.871  (m)          432.65   (f) ADJ UNCH    1 2
 QE0856
 QE0856.Superseded values are not recommended for survey control.
 QE0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0856.See file dsdata.txt to determine how the superseded data were derived.
 QE0856
 QE0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP965768(NAD 83)
 QE0856_MARKER: DD = SURVEY DISK
 QE0856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0856_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0856_STAMPING: A 380 1943
 QE0856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0856+STABILITY: SURFACE MOTION
 QE0856
 QE0856  HISTORY     - Date     Condition        Report By
 QE0856  HISTORY     - 1943     MONUMENTED       ORHD
 QE0856  HISTORY     - 1943     GOOD             NGS
 QE0856  HISTORY     - 1987     MARK NOT FOUND   NGS
 QE0856
 QE0856                          STATION DESCRIPTION
 QE0856
 QE0856'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QE0856'2.9 MI E FROM EUGENE.
 QE0856'ALONG U.S. HIGHWAY NO. 99, 2.9 MILES EAST OF THE POST OFFICE AT
 QE0856'EUGENE, 0.7 MILE WEST OF THE JUNCTION OF U. S. HIGHWAYS NO. 99 AND 28,
 QE0856'0.35 MILE EAST OF THE EAST END OF HIGHWAY BRIDGE OVER THE RAILROAD,
 QE0856'66.3 FEET WEST OF A POWER-LINE POLE, 35.5 FEET EAST OF A MAPLE TREE IN
 QE0856'FRONT OF A SMALL FRAME DWELLING, 19.2 FEET NORTH OF THE NORTH CURB
 QE0856'ALONG THE NORTH SIDE OF U. S. HIGHWAY NO. 99 (WESTBOUND), 2.0 FEET
 QE0856'NORTH OF A REFERENCE POST PAINTED USBM, 3 FEET BELOW THE LEVEL OF THE
 QE0856'HIGHWAY, SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 QE0856'THE GROUND.
 QE0856
 QE0856                          STATION RECOVERY (1987)
 QE0856
 QE0856'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE0856'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0315 ***********************************************************************
 RC0315  DESIGNATION -  A 381
 RC0315  PID         -  RC0315
 RC0315  STATE/COUNTY-  OR/GILLIAM
 RC0315  USGS QUAD   -  CONDON (1987)
 RC0315
 RC0315                         *CURRENT SURVEY CONTROL
 RC0315  ___________________________________________________________________
 RC0315* NAD 83(1986)-  45 13 55.     (N)    120 10 01.     (W)     SCALED    
 RC0315* NAVD 88     -       875.375  (meters)    2871.96   (feet)  ADJUSTED  
 RC0315  ___________________________________________________________________
 RC0315  GEOID HEIGHT-         -20.48  (meters)                     GEOID03
 RC0315  DYNAMIC HT  -         875.207 (meters)    2871.41  (feet)  COMP
 RC0315  MODELED GRAV-     980,395.1   (mgal)                       NAVD 88
 RC0315
 RC0315  VERT ORDER  -  SECOND    CLASS 0
 RC0315
 RC0315.The horizontal coordinates were scaled from a topographic map and have
 RC0315.an estimated accuracy of +/- 6 seconds.
 RC0315
 RC0315.The orthometric height was determined by differential leveling
 RC0315.and adjusted in June 1991.
 RC0315
 RC0315.The geoid height was determined by GEOID03.
 RC0315
 RC0315.The dynamic height is computed by dividing the NAVD 88
 RC0315.geopotential number by the normal gravity value computed on the
 RC0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0315.degrees latitude (g = 980.6199 gals.).
 RC0315
 RC0315.The modeled gravity was interpolated from observed gravity values.
 RC0315
 RC0315;                    North         East    Units  Estimated Accuracy
 RC0315;SPC OR N     -   173,990.    2,526,150.      MT  (+/- 180 meters Scaled)
 RC0315
 RC0315                          SUPERSEDED SURVEY CONTROL
 RC0315
 RC0315  NGVD 29 (??/??/92)  874.285  (m)         2868.38   (f) ADJ UNCH    2 0
 RC0315
 RC0315.Superseded values are not recommended for survey control.
 RC0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0315.See file dsdata.txt to determine how the superseded data were derived.
 RC0315
 RC0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGR223126(NAD 83)
 RC0315_MARKER: DB = BENCH MARK DISK
 RC0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC0315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC0315_STAMPING: A 381 1943
 RC0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0315+STABILITY: SURFACE MOTION
 RC0315
 RC0315  HISTORY     - Date     Condition        Report By
 RC0315  HISTORY     - 1943     MONUMENTED       CGS
 RC0315  HISTORY     - 1962     GOOD             NGS
 RC0315
 RC0315                          STATION DESCRIPTION
 RC0315
 RC0315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RC0315'0.9 MI E FROM CONDON.
 RC0315'REACHED FROM THE POST OFFICE AT CONDON GO EAST ON STATE HIGHWAY 206
 RC0315'FOR 0.9 MILE TO RAILROAD TRACKS, 39 FEET SOUTH OF THE CENTERLINE OF
 RC0315'THE HIGHWAY WHERE IT CROSSES THE WEST RAIL, 52.5 FEET WEST OF THE WEST
 RC0315'RAIL AT THE NORTHWEST CORNER OF THE STOCK GUARD ON THE SOUTH SIDE OF
 RC0315'THE HIGHWAY, 21 FEET SOUTH OF THE RAILROAD CROSSING SIGN, 1 FOOT SOUTH
 RC0315'OF A FENCE, AND 0.5 FOOT EAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0369 ***********************************************************************
 PA0369  DESIGNATION -  A 382
 PA0369  PID         -  PA0369
 PA0369  STATE/COUNTY-  OR/HARNEY
 PA0369  USGS QUAD   -  BURNS (1960)
 PA0369
 PA0369                         *CURRENT SURVEY CONTROL
 PA0369  ___________________________________________________________________
 PA0369* NAD 83(1986)-  43 36 53.     (N)    119 01 19.     (W)     SCALED    
 PA0369* NAVD 88     -      1267.744  (meters)    4159.26   (feet)  ADJUSTED  
 PA0369  ___________________________________________________________________
 PA0369  GEOID HEIGHT-         -18.98  (meters)                     GEOID03
 PA0369  DYNAMIC HT  -        1267.137 (meters)    4157.27  (feet)  COMP
 PA0369  MODELED GRAV-     980,096.4   (mgal)                       NAVD 88
 PA0369
 PA0369  VERT ORDER  -  FIRST     CLASS II
 PA0369
 PA0369.The horizontal coordinates were scaled from a topographic map and have
 PA0369.an estimated accuracy of +/- 6 seconds.
 PA0369
 PA0369.The orthometric height was determined by differential leveling
 PA0369.and adjusted in June 1991.
 PA0369
 PA0369.The geoid height was determined by GEOID03.
 PA0369
 PA0369.The dynamic height is computed by dividing the NAVD 88
 PA0369.geopotential number by the normal gravity value computed on the
 PA0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0369.degrees latitude (g = 980.6199 gals.).
 PA0369
 PA0369.The modeled gravity was interpolated from observed gravity values.
 PA0369
 PA0369;                    North         East    Units  Estimated Accuracy
 PA0369;SPC OR S     -   217,450.    1,619,300.      MT  (+/- 180 meters Scaled)
 PA0369
 PA0369                          SUPERSEDED SURVEY CONTROL
 PA0369
 PA0369  NGVD 29 (??/??/92) 1266.556  (m)         4155.36   (f) ADJ UNCH    1 2
 PA0369
 PA0369.Superseded values are not recommended for survey control.
 PA0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0369.See file dsdata.txt to determine how the superseded data were derived.
 PA0369
 PA0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ368310(NAD 83)
 PA0369_MARKER: DD = SURVEY DISK
 PA0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PA0369_STAMPING: A 382 1943
 PA0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0369+STABILITY: SURFACE MOTION
 PA0369
 PA0369  HISTORY     - Date     Condition        Report By
 PA0369  HISTORY     - 1943     MONUMENTED       ORDT
 PA0369  HISTORY     - 1943     GOOD             NGS
 PA0369
 PA0369                          STATION DESCRIPTION
 PA0369
 PA0369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PA0369'2.55 MI N FROM BURNS.
 PA0369'ABOUT 2.55 MILES NORTH ALONG U.S. HIGHWAY 20 FROM THE POST OFFICE AT
 PA0369'BURNS, HARNEY COUNTY, AT THE JUNCTION OF U.S. HIGHWAY 395, 500 FEET
 PA0369'NORTH OF THE POINT OF INTERSECTION OF THE CENTERLINES OF THE TWO
 PA0369'HIGHWAYS, 137 FEET NORTHEAST OF THE NORTHEAST END OF A WOODEN BRIDGE
 PA0369'OVER A DRAINAGE DITCH, 50 FEET SOUTHEAST OF THE CENTER OF U.S. HIGHWAY
 PA0369'395, 73 FEET NORTHWEST OF THE CENTER OF U.S. HIGHWAY 20, 28.6 FEET
 PA0369'SOUTHWEST OF BENCH MARK U 71, 8 FEET LOWER THAN THE HIGHWAYS, 2 FEET
 PA0369'NORTHWEST OF A REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0057 ***********************************************************************
 PA0057  DESIGNATION -  A 383 RESET
 PA0057  PID         -  PA0057
 PA0057  STATE/COUNTY-  OR/HARNEY
 PA0057  USGS QUAD   -  PETES MOUNTAIN (1990)
 PA0057
 PA0057                         *CURRENT SURVEY CONTROL
 PA0057  ___________________________________________________________________
 PA0057* NAD 83(1986)-  43 46 52.     (N)    118 14 00.     (W)     SCALED    
 PA0057* NAVD 88     -      1174.37   (meters)    3852.9    (feet)  RESET     
 PA0057  ___________________________________________________________________
 PA0057  GEOID HEIGHT-         -18.28  (meters)                     GEOID03
 PA0057  VERT ORDER  -  THIRD
 PA0057
 PA0057.The horizontal coordinates were scaled from a topographic map and have
 PA0057.an estimated accuracy of +/- 6 seconds.
 PA0057
 PA0057.The orthometric height was computed from unverified reset data.
 PA0057
 PA0057.The geoid height was determined by GEOID03.
 PA0057
 PA0057;                    North         East    Units  Estimated Accuracy
 PA0057;SPC OR S     -   237,350.    1,682,440.      MT  (+/- 180 meters Scaled)
 PA0057
 PA0057                          SUPERSEDED SURVEY CONTROL
 PA0057
 PA0057.No superseded survey control is available for this station.
 PA0057
 PA0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ007483(NAD 83)
 PA0057_MARKER: DB = BENCH MARK DISK
 PA0057_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PA0057_SP_SET: MONUMENT
 PA0057_STAMPING: A 383 RESET 1967
 PA0057_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PA0057
 PA0057  HISTORY     - Date     Condition        Report By
 PA0057  HISTORY     - 1967     MONUMENTED       CGS
 PA0057
 PA0057                          STATION DESCRIPTION
 PA0057
 PA0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 PA0057'8.9 MI SE FROM DREWSEY.
 PA0057'REACHED FROM THE DREWSEY POST OFFICE GO SOUTH ON THE MACADAM ROAD FOR
 PA0057'2.3 MILES TO U.S. HIGHWAY 20, TURN LEFT AND GO EAST ON U.S. HIGHWAY 20
 PA0057'FOR 6.6 MILES TO THE MARK ON THE RIGHT, 0.1 MILE EAST OF MILE POST NO.
 PA0057'180, 137 FEET SOUTH-SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 125
 PA0057'FEET SOUTH OF THE SOUTH END OF A 24-INCH CORRUGATED STEEL CULVERT, 33
 PA0057'FEET WEST-NORTHWEST OF POWER POLE NO. 988, WHERE THE POWER LINE
 PA0057'CROSSES THE HIGHWAY, 1.5 FEET NORTH-NORTHEAST OF THE RIGHT-OF-WAY
 PA0057'FENCE AND 1 FOOT SOUTHEAST OF A METAL WITNESS POST SET IN A 12-INCH
 PA0057'SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0100 ***********************************************************************
 PA0100  DESIGNATION -  A 384
 PA0100  PID         -  PA0100
 PA0100  STATE/COUNTY-  OR/MALHEUR
 PA0100  USGS QUAD   -  DE ARMOND MOUNTAIN (1990)
 PA0100
 PA0100                         *CURRENT SURVEY CONTROL
 PA0100  ___________________________________________________________________
 PA0100* NAD 83(1986)-  43 58 25.     (N)    118 07 14.     (W)     SCALED    
 PA0100* NAVD 88     -      1091.295  (meters)    3580.36   (feet)  ADJUSTED  
 PA0100  ___________________________________________________________________
 PA0100  GEOID HEIGHT-         -17.95  (meters)                     GEOID03
 PA0100  DYNAMIC HT  -        1090.834 (meters)    3578.84  (feet)  COMP
 PA0100  MODELED GRAV-     980,159.1   (mgal)                       NAVD 88
 PA0100
 PA0100  VERT ORDER  -  FIRST     CLASS II
 PA0100
 PA0100.The horizontal coordinates were scaled from a topographic map and have
 PA0100.an estimated accuracy of +/- 6 seconds.
 PA0100
 PA0100.The orthometric height was determined by differential leveling
 PA0100.and adjusted in June 1991.
 PA0100
 PA0100.The geoid height was determined by GEOID03.
 PA0100
 PA0100.The dynamic height is computed by dividing the NAVD 88
 PA0100.geopotential number by the normal gravity value computed on the
 PA0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0100.degrees latitude (g = 980.6199 gals.).
 PA0100
 PA0100.The modeled gravity was interpolated from observed gravity values.
 PA0100
 PA0100;                    North         East    Units  Estimated Accuracy
 PA0100;SPC OR S     -   258,980.    1,690,900.      MT  (+/- 180 meters Scaled)
 PA0100
 PA0100                          SUPERSEDED SURVEY CONTROL
 PA0100
 PA0100  NGVD 29 (??/??/92) 1090.152  (m)         3576.61   (f) ADJ UNCH    1 2
 PA0100
 PA0100.Superseded values are not recommended for survey control.
 PA0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0100.See file dsdata.txt to determine how the superseded data were derived.
 PA0100
 PA0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ101695(NAD 83)
 PA0100_MARKER: DB = BENCH MARK DISK
 PA0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PA0100_STAMPING: A-384 1943
 PA0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0100+STABILITY: SURFACE MOTION
 PA0100
 PA0100  HISTORY     - Date     Condition        Report By
 PA0100  HISTORY     - 1943     MONUMENTED       CGS
 PA0100  HISTORY     - 1944     GOOD             NGS
 PA0100
 PA0100                          STATION DESCRIPTION
 PA0100
 PA0100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 PA0100'6.0 MI N FROM BEULAH.
 PA0100'6.0 MILES NORTH ALONG THE BEULAH-WESTFALL ROAD FROM THE POST OFFICE AT
 PA0100'BEULAH, SET ON THE SOUTH SLOPE OF HILL, 40 FEET EAST OF THE EAST EDGE
 PA0100'OF A DRY WASH, 27 FEET WEST OF CENTER-LINE OF THE ROAD, 4.3 FEET NORTH
 PA0100'OF REFERENCE POST.  BENCH MARK DISK SET IN TOP OF CONCRETE POST POURED
 PA0100'IN THE FIELD AND PROJECTING ABOUT 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH1015 ***********************************************************************
 OH1015  DESIGNATION -  A 385
 OH1015  PID         -  OH1015
 OH1015  STATE/COUNTY-  OR/MALHEUR
 OH1015  USGS QUAD   -  LITTLE VALLEY (1990)
 OH1015
 OH1015                         *CURRENT SURVEY CONTROL
 OH1015  ___________________________________________________________________
 OH1015* NAD 83(1986)-  43 53 01.     (N)    117 34 05.     (W)     SCALED    
 OH1015* NAVD 88     -       765.266  (meters)    2510.71   (feet)  ADJUSTED  
 OH1015  ___________________________________________________________________
 OH1015  GEOID HEIGHT-         -18.04  (meters)                     GEOID03
 OH1015  DYNAMIC HT  -         765.003 (meters)    2509.85  (feet)  COMP
 OH1015  MODELED GRAV-     980,250.6   (mgal)                       NAVD 88
 OH1015
 OH1015  VERT ORDER  -  FIRST     CLASS II
 OH1015
 OH1015.The horizontal coordinates were scaled from a topographic map and have
 OH1015.an estimated accuracy of +/- 6 seconds.
 OH1015
 OH1015.The orthometric height was determined by differential leveling
 OH1015.and adjusted in June 1991.
 OH1015
 OH1015.The geoid height was determined by GEOID03.
 OH1015
 OH1015.The dynamic height is computed by dividing the NAVD 88
 OH1015.geopotential number by the normal gravity value computed on the
 OH1015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH1015.degrees latitude (g = 980.6199 gals.).
 OH1015
 OH1015.The modeled gravity was interpolated from observed gravity values.
 OH1015
 OH1015;                    North         East    Units  Estimated Accuracy
 OH1015;SPC OR S     -   250,400.    1,735,570.      MT  (+/- 180 meters Scaled)
 OH1015
 OH1015                          SUPERSEDED SURVEY CONTROL
 OH1015
 OH1015  NGVD 29 (??/??/92)  764.238  (m)         2507.34   (f) ADJ UNCH    1 2
 OH1015
 OH1015.Superseded values are not recommended for survey control.
 OH1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1015.See file dsdata.txt to determine how the superseded data were derived.
 OH1015
 OH1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ543591(NAD 83)
 OH1015_MARKER: DB = BENCH MARK DISK
 OH1015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH1015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH1015_STAMPING: A-385 1943
 OH1015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH1015+STABILITY: SURFACE MOTION
 OH1015
 OH1015  HISTORY     - Date     Condition        Report By
 OH1015  HISTORY     - 1943     MONUMENTED       CGS
 OH1015  HISTORY     - 1944     GOOD             NGS
 OH1015
 OH1015                          STATION DESCRIPTION
 OH1015
 OH1015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 OH1015'2.7 MI NE FROM HARPER.
 OH1015'2.7 MILES NORTHEAST ALONG THE OREGON SHORT LINE RAILROAD FROM THE
 OH1015'STATION AT HARPER, ABOUT 100 FEET NORTHWEST OF THE TRACK, ABOUT 0.1
 OH1015'MILE SOUTHWEST OF A HOUSE LOCATED AT THE JOG IN THE ROAD, 29 FEET
 OH1015'SOUTHEAST OF CENTER-LINE OF ROAD PARALLELING TRACK, 1.0 FEET NORTHWEST
 OH1015'OF THE FENCE, 1.5 FEET NORTHEAST OF REFERENCE POST.  BENCH MARK DISK
 OH1015'SET IN TOP OF CONCRETE POST POURED IN THE FIELD AND PROJECTING ABOUT
 OH1015'0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0799 ***********************************************************************
 QB0799  DESIGNATION -  A 386
 QB0799  PID         -  QB0799
 QB0799  STATE/COUNTY-  OR/BAKER
 QB0799  USGS QUAD   -  BRANNAN GULCH (1993)
 QB0799
 QB0799                         *CURRENT SURVEY CONTROL
 QB0799  ___________________________________________________________________
 QB0799* NAD 83(1986)-  44 30 20.     (N)    117 57 35.     (W)     SCALED    
 QB0799* NAVD 88     -      1097.888  (meters)    3601.99   (feet)  ADJUSTED  
 QB0799  ___________________________________________________________________
 QB0799  GEOID HEIGHT-         -17.33  (meters)                     GEOID03
 QB0799  DYNAMIC HT  -        1097.464 (meters)    3600.60  (feet)  COMP
 QB0799  MODELED GRAV-     980,194.5   (mgal)                       NAVD 88
 QB0799
 QB0799  VERT ORDER  -  FIRST     CLASS II
 QB0799
 QB0799.The horizontal coordinates were scaled from a topographic map and have
 QB0799.an estimated accuracy of +/- 6 seconds.
 QB0799
 QB0799.The orthometric height was determined by differential leveling
 QB0799.and adjusted in June 1991.
 QB0799
 QB0799.The geoid height was determined by GEOID03.
 QB0799
 QB0799.The dynamic height is computed by dividing the NAVD 88
 QB0799.geopotential number by the normal gravity value computed on the
 QB0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0799.degrees latitude (g = 980.6199 gals.).
 QB0799
 QB0799.The modeled gravity was interpolated from observed gravity values.
 QB0799
 QB0799;                    North         East    Units  Estimated Accuracy
 QB0799;SPC OR N     -    96,400.    2,701,970.      MT  (+/- 180 meters Scaled)
 QB0799
 QB0799                          SUPERSEDED SURVEY CONTROL
 QB0799
 QB0799  NGVD 29 (??/??/92) 1096.687  (m)         3598.05   (f) ADJ UNCH    1 2
 QB0799
 QB0799.Superseded values are not recommended for survey control.
 QB0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0799.See file dsdata.txt to determine how the superseded data were derived.
 QB0799
 QB0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK237284(NAD 83)
 QB0799_MARKER: DB = BENCH MARK DISK
 QB0799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0799_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0799_STAMPING: A-386 1944
 QB0799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0799+STABILITY: SURFACE MOTION
 QB0799
 QB0799  HISTORY     - Date     Condition        Report By
 QB0799  HISTORY     - 1944     MONUMENTED       CGS
 QB0799
 QB0799                          STATION DESCRIPTION
 QB0799
 QB0799'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 QB0799'4.2 MI E FROM HEREFORD.
 QB0799'4.2 MILES EAST ALONG STATE HIGHWAY NO. 7 FROM THE POST OFFICE AT
 QB0799'HEREFORD, ABOUT 0.15 MILE WEST OF A WHITE HOUSE ON THE SOUTH SIDE OF
 QB0799'THE HIGHWAY, AT A SLIGHT ANGLE IN THE FENCE, 35 FEET NORTH OF
 QB0799'CENTER-LINE OF HIGHWAY, 18 FEET WEST OF THE CORNER FENCE POST, 1.5
 QB0799'FEET SOUTH OF THE FENCE, 4 FEET EAST OF REFERENCE POST, ABOUT 4 FEET
 QB0799'ABOVE ROAD LEVEL.  BENCH MARK DISK SET IN TOP OF CONCRETE POST POURED
 QB0799'IN THE FIELD AND PROJECTING ABOUT 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0842 ***********************************************************************
 QB0842  DESIGNATION -  A 387
 QB0842  PID         -  QB0842
 QB0842  STATE/COUNTY-  OR/BAKER
 QB0842  USGS QUAD   -  BOWEN VALLEY (1993)
 QB0842
 QB0842                         *CURRENT SURVEY CONTROL
 QB0842  ___________________________________________________________________
 QB0842* NAD 83(1986)-  44 39 26.     (N)    117 52 18.     (W)     SCALED    
 QB0842* NAVD 88     -      1110.147  (meters)    3642.21   (feet)  ADJUSTED  
 QB0842  ___________________________________________________________________
 QB0842  GEOID HEIGHT-         -17.06  (meters)                     GEOID03
 QB0842  DYNAMIC HT  -        1109.747 (meters)    3640.89  (feet)  COMP
 QB0842  MODELED GRAV-     980,219.3   (mgal)                       NAVD 88
 QB0842
 QB0842  VERT ORDER  -  FIRST     CLASS II
 QB0842
 QB0842.The horizontal coordinates were scaled from a topographic map and have
 QB0842.an estimated accuracy of +/- 6 seconds.
 QB0842
 QB0842.The orthometric height was determined by differential leveling
 QB0842.and adjusted in June 1991.
 QB0842
 QB0842.The geoid height was determined by GEOID03.
 QB0842
 QB0842.The dynamic height is computed by dividing the NAVD 88
 QB0842.geopotential number by the normal gravity value computed on the
 QB0842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0842.degrees latitude (g = 980.6199 gals.).
 QB0842
 QB0842.The modeled gravity was interpolated from observed gravity values.
 QB0842
 QB0842;                    North         East    Units  Estimated Accuracy
 QB0842;SPC OR N     -   113,460.    2,708,420.      MT  (+/- 180 meters Scaled)
 QB0842
 QB0842                          SUPERSEDED SURVEY CONTROL
 QB0842
 QB0842  NGVD 29 (??/??/92) 1108.966  (m)         3638.33   (f) ADJ UNCH    1 2
 QB0842
 QB0842.Superseded values are not recommended for survey control.
 QB0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0842.See file dsdata.txt to determine how the superseded data were derived.
 QB0842
 QB0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK308452(NAD 83)
 QB0842_MARKER: DD = SURVEY DISK
 QB0842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0842_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0842_STAMPING: A-387 1944
 QB0842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0842+STABILITY: SURFACE MOTION
 QB0842
 QB0842  HISTORY     - Date     Condition        Report By
 QB0842  HISTORY     - 1944     MONUMENTED       USGS
 QB0842  HISTORY     - 1944     GOOD             NGS
 QB0842
 QB0842                          STATION DESCRIPTION
 QB0842
 QB0842'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 QB0842'9.2 MI S FROM BAKER.
 QB0842'9.2 MILES SOUTH ALONG STATE HIGHWAY NO. 7 FROM THE POST OFFICE AT
 QB0842'BAKER, SET ON THE EAST SIDE OF POWDER RIVER FROM THE HIGHWAY, ABOUT
 QB0842'100 FEET EAST OF HIGHWAY, AT THE GAGING STATION, 12 FEET EAST OF THE
 QB0842'SOUTHEAST CORNER OF THE BUILDING, 2.8 FEET NORTHEAST OF A 12-INCH TREE
 QB0842'WITH A TRIANGULAR BLAZE ON THE NORTH SIDE OF TREE, 2 FEET SOUTH OF
 QB0842'REFERENCE POST.  U.S.G.S. BENCH MARK DISK SET IN TOP OF CONCRETE POST
 QB0842'AND ABOUT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0476 ***********************************************************************
 QD0476  DESIGNATION -  A 388
 QD0476  PID         -  QD0476
 QD0476  STATE/COUNTY-  OR/WASCO
 QD0476  USGS QUAD   -  WILLOWDALE (1987)
 QD0476
 QD0476                         *CURRENT SURVEY CONTROL
 QD0476  ___________________________________________________________________
 QD0476* NAD 83(1986)-  44 52 15.     (N)    120 59 52.     (W)     SCALED    
 QD0476* NAVD 88     -       846.215  (meters)    2776.29   (feet)  ADJUSTED  
 QD0476  ___________________________________________________________________
 QD0476  GEOID HEIGHT-         -21.19  (meters)                     GEOID03
 QD0476  DYNAMIC HT  -         846.011 (meters)    2775.62  (feet)  COMP
 QD0476  MODELED GRAV-     980,347.7   (mgal)                       NAVD 88
 QD0476
 QD0476  VERT ORDER  -  SECOND    CLASS 0
 QD0476
 QD0476.The horizontal coordinates were scaled from a topographic map and have
 QD0476.an estimated accuracy of +/- 6 seconds.
 QD0476
 QD0476.The orthometric height was determined by differential leveling
 QD0476.and adjusted in June 1991.
 QD0476
 QD0476.The geoid height was determined by GEOID03.
 QD0476
 QD0476.The dynamic height is computed by dividing the NAVD 88
 QD0476.geopotential number by the normal gravity value computed on the
 QD0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0476.degrees latitude (g = 980.6199 gals.).
 QD0476
 QD0476.The modeled gravity was interpolated from observed gravity values.
 QD0476
 QD0476;                    North         East    Units  Estimated Accuracy
 QD0476;SPC OR N     -   133,930.    2,460,670.      MT  (+/- 180 meters Scaled)
 QD0476
 QD0476                          SUPERSEDED SURVEY CONTROL
 QD0476
 QD0476  NGVD 29 (??/??/92)  845.114  (m)         2772.68   (f) ADJ UNCH    2 0
 QD0476
 QD0476.Superseded values are not recommended for survey control.
 QD0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0476.See file dsdata.txt to determine how the superseded data were derived.
 QD0476
 QD0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ581705(NAD 83)
 QD0476_MARKER: DB = BENCH MARK DISK
 QD0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD0476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QD0476_STAMPING: A 388 1944
 QD0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0476+STABILITY: SURFACE MOTION
 QD0476
 QD0476  HISTORY     - Date     Condition        Report By
 QD0476  HISTORY     - 1944     MONUMENTED       CGS
 QD0476  HISTORY     - 1962     MARK NOT FOUND   NGS
 QD0476  HISTORY     - 1978     GOOD             NGS
 QD0476
 QD0476                          STATION DESCRIPTION
 QD0476
 QD0476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 QD0476'5.5 MI NE FROM SOUTH JUNCTION.
 QD0476'WAS 5.5 MILES NORTHEAST OF THE RAILROAD STATION AT SOUTH JUNCTION, 38
 QD0476'FEET WEST OF THE CENTER LINE OF THE COUNTY ROAD, ABOUT 0.2 MILE SOUTH
 QD0476'OF A CURVE IN THE ROAD, ABOUT 0.15 MILE NORTHEAST OF A PROMINENT CURVE
 QD0476'IN THE ROAD AND FENCE AT A CANYON POINT, JUST SOUTHWEST OF A SLIGHT
 QD0476'BEND IN THE ROAD.  THIS MARK WAS NOT FOUND.
 QD0476
 QD0476                          STATION RECOVERY (1978)
 QD0476
 QD0476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QD0476'REACHED FROM THE RAILROAD DEPOT AT SOUTH JUNCTION, GO EAST, AND
 QD0476'NORTHEAST ON THE GRAVELED COUNTY ROAD FOR 5.4 MILES TO THE BENCH MARK
 QD0476'ON THE LEFT, ON THE INSIDE OF A SLIGHT SURVE, THIS IS 4.8 MILES
 QD0476'SOUTHWEST OF THE JUNCTION OF U.S. HIGHWAYS 97, AND 197, 0.15 MILE
 QD0476'NORTHEAST OF A CURVE IN THE ROAD, 48 FEET NORTHWEST OF THE CENTER OF
 QD0476'THE ROAD, 1-FOOT SOUTHEAST OF THE RIGHT-OF-WAY FENCE LINE, AND 2-FEET
 QD0476'HIGHER THAN THE ROAD SET IN A 9-INCH SQUARE CONCRETE MONUMENT THAT
 QD0476'PROJECTS 8-INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1320 ***********************************************************************
 RD1320  DESIGNATION -  A 389
 RD1320  PID         -  RD1320
 RD1320  STATE/COUNTY-  OR/CLACKAMAS
 RD1320  USGS QUAD   -  THREE LYNX (1985)
 RD1320
 RD1320                         *CURRENT SURVEY CONTROL
 RD1320  ___________________________________________________________________
 RD1320* NAD 83(1986)-  45 12 23.     (N)    122 06 19.     (W)     SCALED    
 RD1320* NAVD 88     -       914.918  (meters)    3001.69   (feet)  POSTED    
 RD1320  ___________________________________________________________________
 RD1320  GEOID HEIGHT-         -21.81  (meters)                     GEOID03
 RD1320  DYNAMIC HT  -         914.730 (meters)    3001.08  (feet)  COMP
 RD1320  MODELED GRAV-     980,378.9   (mgal)                       NAVD 88
 RD1320
 RD1320  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 RD1320
 RD1320.The horizontal coordinates were scaled from a topographic map and have
 RD1320.an estimated accuracy of +/- 6 seconds.
 RD1320
 RD1320.The orthometric height was determined by differential leveling
 RD1320.and adjusted by the  in 1992.
 RD1320.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 RD1320.rate of 0.0 thru 1.0 mm/km.
 RD1320
 RD1320.The geoid height was determined by GEOID03.
 RD1320
 RD1320.The dynamic height is computed by dividing the NAVD 88
 RD1320.geopotential number by the normal gravity value computed on the
 RD1320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1320.degrees latitude (g = 980.6199 gals.).
 RD1320
 RD1320.The modeled gravity was interpolated from observed gravity values.
 RD1320
 RD1320;                    North         East    Units  Estimated Accuracy
 RD1320;SPC OR N     -   172,350.    2,373,910.      MT  (+/- 180 meters Scaled)
 RD1320
 RD1320                          SUPERSEDED SURVEY CONTROL
 RD1320
 RD1320  NGVD 29 (??/??/92)  913.832  (m)         2998.13   (f) ADJ UNCH    2 0
 RD1320
 RD1320.Superseded values are not recommended for survey control.
 RD1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1320.See file dsdata.txt to determine how the superseded data were derived.
 RD1320
 RD1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER702062(NAD 83)
 RD1320_MARKER: DB = BENCH MARK DISK
 RD1320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD1320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD1320_STAMPING: A 389 1947
 RD1320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD1320+STABILITY: SURFACE MOTION
 RD1320
 RD1320  HISTORY     - Date     Condition        Report By
 RD1320  HISTORY     - 1947     MONUMENTED       CGS
 RD1320  HISTORY     - 1983     MARK NOT FOUND   USGS
 RD1320
 RD1320                          STATION DESCRIPTION
 RD1320
 RD1320'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 RD1320'18.8 MI SE FROM ESTACADA.
 RD1320'ABOUT 0.7 MILE SOUTH ALONG STATE HIGHWAY 211 FROM THE HIGH SCHOOL AT
 RD1320'ESTACADA, THENCE 7.3 MILES SOUTHEAST ALONG THE CLACKAMAS RIVER ROAD,
 RD1320'THENCE 8.1 MILES EAST ALONG THE LA DEE ROAD, THENCE 2.7 MILES EAST
 RD1320'ALONG THE ABBOT ROAD, ABOUT 2.6 MILES WEST OF THE LOOKOUT SPRINGS
 RD1320'GUARD STATION, IN A FLAT, 29 FEET WEST OF THE CENTER LINE OF THE ROAD,
 RD1320'7.6 FEET NORTH OF A PINE TREE WITH A TRIANGULAR BLAZE, ABOUT 1 FOOT
 RD1320'ABOVE THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8
 RD1320'FOOT ABOVE THE GROUND, WITNESS POST SET 1.7 FEET EAST OF THE STATION.
 RD1320
 RD1320                          STATION RECOVERY (1983)
 RD1320
 RD1320'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 RD1320'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0692 ***********************************************************************
 NZ0692  DESIGNATION -  A 390
 NZ0692  PID         -  NZ0692
 NZ0692  STATE/COUNTY-  OR/JOSEPHINE
 NZ0692  USGS QUAD   -  TAKILMA (1989)
 NZ0692
 NZ0692                         *CURRENT SURVEY CONTROL
 NZ0692  ___________________________________________________________________
 NZ0692* NAD 83(1986)-  42 02 59.     (N)    123 34 15.     (W)     SCALED    
 NZ0692* NAVD 88     -       658.549  (meters)    2160.59   (feet)  ADJUSTED  
 NZ0692  ___________________________________________________________________
 NZ0692  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 NZ0692  DYNAMIC HT  -         658.239 (meters)    2159.57  (feet)  COMP
 NZ0692  MODELED GRAV-     980,130.1   (mgal)                       NAVD 88
 NZ0692
 NZ0692  VERT ORDER  -  SECOND    CLASS 0
 NZ0692
 NZ0692.The horizontal coordinates were scaled from a topographic map and have
 NZ0692.an estimated accuracy of +/- 6 seconds.
 NZ0692
 NZ0692.The orthometric height was determined by differential leveling
 NZ0692.and adjusted in June 1991.
 NZ0692
 NZ0692.The geoid height was determined by GEOID03.
 NZ0692
 NZ0692.The dynamic height is computed by dividing the NAVD 88
 NZ0692.geopotential number by the normal gravity value computed on the
 NZ0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0692.degrees latitude (g = 980.6199 gals.).
 NZ0692
 NZ0692.The modeled gravity was interpolated from observed gravity values.
 NZ0692
 NZ0692;                    North         East    Units  Estimated Accuracy
 NZ0692;SPC OR S     -    47,210.    1,245,810.      MT  (+/- 180 meters Scaled)
 NZ0692
 NZ0692                          SUPERSEDED SURVEY CONTROL
 NZ0692
 NZ0692  NGVD 29 (??/??/92)  657.542  (m)         2157.29   (f) ADJ UNCH    2 0
 NZ0692
 NZ0692.Superseded values are not recommended for survey control.
 NZ0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0692.See file dsdata.txt to determine how the superseded data were derived.
 NZ0692
 NZ0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM527554(NAD 83)
 NZ0692_MARKER: DB = BENCH MARK DISK
 NZ0692_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NZ0692_SP_SET: CULVERT
 NZ0692_STAMPING: J 390 1949
 NZ0692_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0692
 NZ0692  HISTORY     - Date     Condition        Report By
 NZ0692  HISTORY     - 1949     MONUMENTED       CGS
 NZ0692
 NZ0692                          STATION DESCRIPTION
 NZ0692
 NZ0692'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NZ0692'7.7 MI E FROM OBRIEN.
 NZ0692'7.7 MILES EAST ALONG THE HAPPY CAMP ROAD FROM THE POST OFFICE AT
 NZ0692'OBRIEN, AT THE SOUTHEAST END OF A LONG CURVE AND FILL, IN THE TOP OF A
 NZ0692'LARGE BOULDER PROJECTING ABOUT 7 FEET ABOVE THE GROUND AND MARKED BY
 NZ0692'THE WHITE PAINTED LETTERS BM, 48.8 FEET SOUTHEAST OF THE CENTER OF THE
 NZ0692'NORTHEAST END OF A 48-INCH CONCRETE PIPE CULVERT, 45 FEET NORTHEAST OF
 NZ0692'THE CENTER LINE OF THE ROAD, AND ABOUT 2 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH0789 ***********************************************************************
 OH0789  DESIGNATION -  A 391
 OH0789  PID         -  OH0789
 OH0789  STATE/COUNTY-  OR/MALHEUR
 OH0789  USGS QUAD   -  ADRIAN (1967)
 OH0789
 OH0789                         *CURRENT SURVEY CONTROL
 OH0789  ___________________________________________________________________
 OH0789* NAD 83(1986)-  43 43 30.     (N)    117 04 48.     (W)     SCALED    
 OH0789* NAVD 88     -       678.086  (meters)    2224.69   (feet)  ADJUSTED  
 OH0789  ___________________________________________________________________
 OH0789  GEOID HEIGHT-         -17.95  (meters)                     GEOID03
 OH0789  DYNAMIC HT  -         677.851 (meters)    2223.92  (feet)  COMP
 OH0789  MODELED GRAV-     980,251.3   (mgal)                       NAVD 88
 OH0789
 OH0789  VERT ORDER  -  SECOND    CLASS 0
 OH0789
 OH0789.The horizontal coordinates were scaled from a topographic map and have
 OH0789.an estimated accuracy of +/- 6 seconds.
 OH0789
 OH0789.The orthometric height was determined by differential leveling
 OH0789.and adjusted in June 1991.
 OH0789
 OH0789.The geoid height was determined by GEOID03.
 OH0789
 OH0789.The dynamic height is computed by dividing the NAVD 88
 OH0789.geopotential number by the normal gravity value computed on the
 OH0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0789.degrees latitude (g = 980.6199 gals.).
 OH0789
 OH0789.The modeled gravity was interpolated from observed gravity values.
 OH0789
 OH0789;                    North         East    Units  Estimated Accuracy
 OH0789;SPC OR S     -   234,280.    1,775,480.      MT  (+/- 180 meters Scaled)
 OH0789
 OH0789                          SUPERSEDED SURVEY CONTROL
 OH0789
 OH0789  NGVD 29 (??/??/92)  677.143  (m)         2221.59   (f) ADJ UNCH    2 0
 OH0789
 OH0789.Superseded values are not recommended for survey control.
 OH0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0789.See file dsdata.txt to determine how the superseded data were derived.
 OH0789
 OH0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ935413(NAD 83)
 OH0789_MARKER: DB = BENCH MARK DISK
 OH0789_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OH0789_SP_SET: CULVERT
 OH0789_STAMPING: A 391 1944
 OH0789_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH0789
 OH0789  HISTORY     - Date     Condition        Report By
 OH0789  HISTORY     - 1944     MONUMENTED       CGS
 OH0789  HISTORY     - 1966     GOOD             NGS
 OH0789
 OH0789                          STATION DESCRIPTION
 OH0789
 OH0789'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 OH0789'1.1 MI S FROM ADRIAN.
 OH0789'1.1 MILES SOUTH ALONG STATE HIGHWAY 201 FROM THE POST OFFICE AT
 OH0789'ADRIAN, IN THE TOP AND 1.2 FEET NORTHEAST OF THE SOUTHWEST END OF THE
 OH0789'SOUTHEAST CONCRETE HEAD WALL OF UNION PACIFIC RAILROAD CULVERT 11.76,
 OH0789'61 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 10.0 FEET
 OH0789'SOUTHEAST OF THE SOUTHEAST RAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0493 ***********************************************************************
 QB0493  DESIGNATION -  A 393
 QB0493  PID         -  QB0493
 QB0493  STATE/COUNTY-  OR/BAKER
 QB0493  USGS QUAD   -  OXBOW (1987)
 QB0493
 QB0493                         *CURRENT SURVEY CONTROL
 QB0493  ___________________________________________________________________
 QB0493* NAD 83(1986)-  44 57 44.     (N)    116 51 55.     (W)     SCALED    
 QB0493* NAVD 88     -       561.265  (meters)    1841.42   (feet)  ADJUSTED  
 QB0493  ___________________________________________________________________
 QB0493  GEOID HEIGHT-         -16.13  (meters)                     GEOID03
 QB0493  DYNAMIC HT  -         561.124 (meters)    1840.95  (feet)  COMP
 QB0493  MODELED GRAV-     980,349.5   (mgal)                       NAVD 88
 QB0493
 QB0493  VERT ORDER  -  SECOND    CLASS 0
 QB0493
 QB0493.The horizontal coordinates were scaled from a topographic map and have
 QB0493.an estimated accuracy of +/- 6 seconds.
 QB0493
 QB0493.The orthometric height was determined by differential leveling
 QB0493.and adjusted in June 1991.
 QB0493
 QB0493.The geoid height was determined by GEOID03.
 QB0493
 QB0493.The dynamic height is computed by dividing the NAVD 88
 QB0493.geopotential number by the normal gravity value computed on the
 QB0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0493.degrees latitude (g = 980.6199 gals.).
 QB0493
 QB0493.The modeled gravity was interpolated from observed gravity values.
 QB0493
 QB0493;                    North         East    Units  Estimated Accuracy
 QB0493;SPC OR N     -   150,410.    2,786,650.      MT  (+/- 180 meters Scaled)
 QB0493
 QB0493                          SUPERSEDED SURVEY CONTROL
 QB0493
 QB0493  NGVD 29 (??/??/92)  560.225  (m)         1838.00   (f) ADJ UNCH    2 0
 QB0493
 QB0493.Superseded values are not recommended for survey control.
 QB0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0493.See file dsdata.txt to determine how the superseded data were derived.
 QB0493
 QB0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK106787(NAD 83)
 QB0493_MARKER: DB = BENCH MARK DISK
 QB0493_SETTING: 80 = SET IN A BOULDER
 QB0493_SP_SET: BOULDER
 QB0493_STAMPING: A 393 1945
 QB0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0493+STABILITY: SURFACE MOTION
 QB0493
 QB0493  HISTORY     - Date     Condition        Report By
 QB0493  HISTORY     - 1945     MONUMENTED       CGS
 QB0493  HISTORY     - 1954     MARK NOT FOUND   NGS
 QB0493  HISTORY     - 1983     MARK NOT FOUND   USGS
 QB0493
 QB0493                          STATION DESCRIPTION
 QB0493
 QB0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QB0493'17.2 MI E FROM HALFWAY.
 QB0493'17.2 MILES EAST OF THE POST OFFICE BY ROAD.  ALONG THE PINE CREEK
 QB0493'ROAD.  1.0 MILE WEST OF THE ROAD JUNCTION AT COPPERFIELD.  0.6 MILE
 QB0493'WEST OF A FARM HOUSE ON THE EAST SIDE OF PINE CREEK.  NEAR THE TOP OF
 QB0493'A HILL AND AT THE SOUTH END OF A FIELD.  12 FEET WEST OF THE
 QB0493'CENTER-LINE OF THE ROAD.  2 FEET ABOVE THE LEVEL OF THE ROAD.  SET IN
 QB0493'A LARGE BOULDER PROJECTING 6 INCHES OUT OF EMBANKMENT.
 QB0493
 QB0493                          STATION RECOVERY (1954)
 QB0493
 QB0493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 QB0493'MARK NOT FOUND.
 QB0493
 QB0493                          STATION RECOVERY (1983)
 QB0493
 QB0493'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 QB0493'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0994 ***********************************************************************
 QB0994  DESIGNATION -  A 394
 QB0994  PID         -  QB0994
 QB0994  STATE/COUNTY-  OR/BAKER
 QB0994  USGS QUAD   -  HALFWAY (1987)
 QB0994
 QB0994                         *CURRENT SURVEY CONTROL
 QB0994  ___________________________________________________________________
 QB0994* NAD 83(1986)-  44 59 34.     (N)    117 05 48.     (W)     SCALED    
 QB0994* NAVD 88     -      1387.396  (meters)    4551.81   (feet)  ADJUSTED  
 QB0994  ___________________________________________________________________
 QB0994  GEOID HEIGHT-         -15.87  (meters)                     GEOID03
 QB0994  DYNAMIC HT  -        1386.862 (meters)    4550.06  (feet)  COMP
 QB0994  MODELED GRAV-     980,184.1   (mgal)                       NAVD 88
 QB0994
 QB0994  VERT ORDER  -  SECOND    CLASS 0
 QB0994
 QB0994.The horizontal coordinates were scaled from a topographic map and have
 QB0994.an estimated accuracy of +/- 6 seconds.
 QB0994
 QB0994.The orthometric height was determined by differential leveling
 QB0994.and adjusted in June 1991.
 QB0994
 QB0994.The geoid height was determined by GEOID03.
 QB0994
 QB0994.The dynamic height is computed by dividing the NAVD 88
 QB0994.geopotential number by the normal gravity value computed on the
 QB0994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0994.degrees latitude (g = 980.6199 gals.).
 QB0994
 QB0994.The modeled gravity was interpolated from observed gravity values.
 QB0994
 QB0994;                    North         East    Units  Estimated Accuracy
 QB0994;SPC OR N     -   153,010.    2,768,270.      MT  (+/- 180 meters Scaled)
 QB0994
 QB0994                          SUPERSEDED SURVEY CONTROL
 QB0994
 QB0994  NGVD 29 (??/??/92) 1386.208  (m)         4547.92   (f) ADJ UNCH    2 0
 QB0994
 QB0994.Superseded values are not recommended for survey control.
 QB0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0994.See file dsdata.txt to determine how the superseded data were derived.
 QB0994
 QB0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK923821(NAD 83)
 QB0994_MARKER: DB = BENCH MARK DISK
 QB0994_SETTING: 66 = SET IN ROCK OUTCROP
 QB0994_SP_SET: ROCK OUTCROP
 QB0994_STAMPING: A 394 1945
 QB0994_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QB0994+STABILITY: POSITION/ELEVATION WELL
 QB0994
 QB0994  HISTORY     - Date     Condition        Report By
 QB0994  HISTORY     - 1945     MONUMENTED
 QB0994
 QB0994                          STATION DESCRIPTION
 QB0994
 QB0994'DESCRIBED 1945
 QB0994'10.6 MI N FROM HALFWAY.
 QB0994'10.6 MILES NORTH OF THE POST OFFICE BY ROAD.  ALONG THE HALFWAY TO
 QB0994'FISH LAKE ROAD.  3.9 MILES NORTH OF THE INTERSECTION OF THE LAKE FORK
 QB0994'ROAD AND THE FISH LAKE ROAD.  NEAR THE NORTHEAST END, AND ON THE
 QB0994'OUTSIDE OF A CURVE.  35 YARDS EAST OF AN OLD ABANDONED WOODEN TENT
 QB0994'FRAME.  24.9 FEET NORTHWEST OF A TALL PINE TREE.  18.6 FEET NORTH OF
 QB0994'THE CENTER-LINE OF THE ROAD.  SET IN A ROCK OUTCROP ON TOP OF AN 8
 QB0994'FOOT BANK NORTH OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0502 ***********************************************************************
 RC0502  DESIGNATION -  A 395
 RC0502  PID         -  RC0502
 RC0502  STATE/COUNTY-  OR/SHERMAN
 RC0502  USGS QUAD   -  GRASS VALLEY (1962)
 RC0502
 RC0502                         *CURRENT SURVEY CONTROL
 RC0502  ___________________________________________________________________
 RC0502* NAD 83(1986)-  45 18 56.     (N)    120 47 34.     (W)     SCALED    
 RC0502* NAVD 88     -       732.063  (meters)    2401.78   (feet)  ADJUSTED  
 RC0502  ___________________________________________________________________
 RC0502  GEOID HEIGHT-         -20.99  (meters)                     GEOID03
 RC0502  DYNAMIC HT  -         731.947 (meters)    2401.40  (feet)  COMP
 RC0502  MODELED GRAV-     980,434.2   (mgal)                       NAVD 88
 RC0502
 RC0502  VERT ORDER  -  SECOND    CLASS 0
 RC0502
 RC0502.The horizontal coordinates were scaled from a topographic map and have
 RC0502.an estimated accuracy of +/- 6 seconds.
 RC0502
 RC0502.The orthometric height was determined by differential leveling
 RC0502.and adjusted in June 1991.
 RC0502
 RC0502.The geoid height was determined by GEOID03.
 RC0502
 RC0502.The dynamic height is computed by dividing the NAVD 88
 RC0502.geopotential number by the normal gravity value computed on the
 RC0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0502.degrees latitude (g = 980.6199 gals.).
 RC0502
 RC0502.The modeled gravity was interpolated from observed gravity values.
 RC0502
 RC0502;                    North         East    Units  Estimated Accuracy
 RC0502;SPC OR N     -   183,270.    2,477,050.      MT  (+/- 180 meters Scaled)
 RC0502
 RC0502                          SUPERSEDED SURVEY CONTROL
 RC0502
 RC0502  NGVD 29 (??/??/92)  731.030  (m)         2398.39   (f) ADJ UNCH    2 0
 RC0502
 RC0502.Superseded values are not recommended for survey control.
 RC0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0502.See file dsdata.txt to determine how the superseded data were derived.
 RC0502
 RC0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR730203(NAD 83)
 RC0502_MARKER: DD = SURVEY DISK
 RC0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC0502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC0502_STAMPING: A 395
 RC0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0502+STABILITY: SURFACE MOTION
 RC0502
 RC0502  HISTORY     - Date     Condition        Report By
 RC0502  HISTORY     - UNK      MONUMENTED       ORDT
 RC0502  HISTORY     - 1961     GOOD             NGS
 RC0502
 RC0502                          STATION DESCRIPTION
 RC0502
 RC0502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RC0502'2.6 MI SW FROM GRASS VALLEY.
 RC0502'FROM THE INTERSECTION OF U.S. HIGHWAY 97 AND STATE HIGHWAY 216 AT THE
 RC0502'SOUTHEAST EDGE OF GRASS VALLEY, GO SOUTHWEST ON STATE HIGHWAY 216 FOR
 RC0502'2.6 MILES.  AT THE TOP OF A SMALL KNOLL, 30 FEET NORTH OF THE CENTER
 RC0502'LINE OF THE HIGHWAY, UNDER THE NORTH RIGHT OF WAY FENCE, ABOUT 3 FEET
 RC0502'HIGHER THAN THE SURFACE OF THE HIGHWAY, FLUSH WITH THE SURFACE OF THE
 RC0502'GROUND AND 1 FOOT NORTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1123 ***********************************************************************
 RC1123  DESIGNATION -  A 396
 RC1123  PID         -  RC1123
 RC1123  STATE/COUNTY-  OR/WASCO
 RC1123  USGS QUAD   -  DANT (1962)
 RC1123
 RC1123                         *CURRENT SURVEY CONTROL
 RC1123  ___________________________________________________________________
 RC1123* NAD 83(1986)-  45 03 14.     (N)    121 07 08.     (W)     SCALED    
 RC1123* NAVD 88     -       303.916  (meters)     997.10   (feet)  ADJUSTED  
 RC1123  ___________________________________________________________________
 RC1123  GEOID HEIGHT-         -21.33  (meters)                     GEOID03
 RC1123  DYNAMIC HT  -         303.848 (meters)     996.87  (feet)  COMP
 RC1123  MODELED GRAV-     980,387.7   (mgal)                       NAVD 88
 RC1123
 RC1123  VERT ORDER  -  SECOND    CLASS 0
 RC1123
 RC1123.The horizontal coordinates were scaled from a topographic map and have
 RC1123.an estimated accuracy of +/- 6 seconds.
 RC1123
 RC1123.The orthometric height was determined by differential leveling
 RC1123.and adjusted in June 1991.
 RC1123
 RC1123.The geoid height was determined by GEOID03.
 RC1123
 RC1123.The dynamic height is computed by dividing the NAVD 88
 RC1123.geopotential number by the normal gravity value computed on the
 RC1123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1123.degrees latitude (g = 980.6199 gals.).
 RC1123
 RC1123.The modeled gravity was interpolated from observed gravity values.
 RC1123
 RC1123;                    North         East    Units  Estimated Accuracy
 RC1123;SPC OR N     -   154,340.    2,451,250.      MT  (+/- 180 meters Scaled)
 RC1123
 RC1123                          SUPERSEDED SURVEY CONTROL
 RC1123
 RC1123  NGVD 29 (??/??/92)  302.859  (m)          993.63   (f) ADJ UNCH    2 0
 RC1123
 RC1123.Superseded values are not recommended for survey control.
 RC1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1123.See file dsdata.txt to determine how the superseded data were derived.
 RC1123
 RC1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ481906(NAD 83)
 RC1123_MARKER: DB = BENCH MARK DISK
 RC1123_SETTING: 66 = SET IN ROCK OUTCROP
 RC1123_SP_SET: ROCK CUT
 RC1123_STAMPING: A 396 1946
 RC1123_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RC1123+STABILITY: POSITION/ELEVATION WELL
 RC1123
 RC1123  HISTORY     - Date     Condition        Report By
 RC1123  HISTORY     - 1946     MONUMENTED       CGS
 RC1123
 RC1123                          STATION DESCRIPTION
 RC1123
 RC1123'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RC1123'2.1 MI S FROM NENA.
 RC1123'ALONG OREGON TRUNK RAILWAY, 2.1 MILES SOUTH OF STATION AT NENA, AT
 RC1123'ABRUPT NORTHEAST END OF NORTHWEST BANK OF LONG DEEP ROCK CUT, 2 RAILS
 RC1123'SOUTHWEST OF CULVERT NO. T 65.48, 18.6 FEET NORTHWEST OF NORTHWEST
 RC1123'RAIL, 7.0 FEET SOUTHWEST OF ABRUPT NORTHEAST END OF NORTHWEST ROCK
 RC1123'BANK OF CUT, SET IN BASE OF ROCK CLIFF ABOUT THE SAME ELEVATION AS THE
 RC1123'TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1095 ***********************************************************************
 RC1095  DESIGNATION -  A 397
 RC1095  PID         -  RC1095
 RC1095  STATE/COUNTY-  OR/WASCO
 RC1095  USGS QUAD   -  SINAMOX (1962)
 RC1095
 RC1095                         *CURRENT SURVEY CONTROL
 RC1095  ___________________________________________________________________
 RC1095* NAD 83(1986)-  45 18 59.     (N)    120 59 15.     (W)     SCALED    
 RC1095* NAVD 88     -       193.185  (meters)     633.81   (feet)  ADJUSTED  
 RC1095  ___________________________________________________________________
 RC1095  GEOID HEIGHT-         -21.24  (meters)                     GEOID03
 RC1095  DYNAMIC HT  -         193.153 (meters)     633.70  (feet)  COMP
 RC1095  MODELED GRAV-     980,449.6   (mgal)                       NAVD 88
 RC1095
 RC1095  VERT ORDER  -  SECOND    CLASS 0
 RC1095
 RC1095.The horizontal coordinates were scaled from a topographic map and have
 RC1095.an estimated accuracy of +/- 6 seconds.
 RC1095
 RC1095.The orthometric height was determined by differential leveling
 RC1095.and adjusted in June 1991.
 RC1095
 RC1095.The geoid height was determined by GEOID03.
 RC1095
 RC1095.The dynamic height is computed by dividing the NAVD 88
 RC1095.geopotential number by the normal gravity value computed on the
 RC1095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1095.degrees latitude (g = 980.6199 gals.).
 RC1095
 RC1095.The modeled gravity was interpolated from observed gravity values.
 RC1095
 RC1095;                    North         East    Units  Estimated Accuracy
 RC1095;SPC OR N     -   183,440.    2,461,780.      MT  (+/- 180 meters Scaled)
 RC1095
 RC1095                          SUPERSEDED SURVEY CONTROL
 RC1095
 RC1095  NGVD 29 (??/??/92)  192.155  (m)          630.43   (f) ADJ UNCH    2 0
 RC1095
 RC1095.Superseded values are not recommended for survey control.
 RC1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1095.See file dsdata.txt to determine how the superseded data were derived.
 RC1095
 RC1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR577200(NAD 83)
 RC1095_MARKER: DB = BENCH MARK DISK
 RC1095_SETTING: 66 = SET IN ROCK OUTCROP
 RC1095_SP_SET: BED ROCK
 RC1095_STAMPING: A 397 1946
 RC1095_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RC1095+STABILITY: POSITION/ELEVATION WELL
 RC1095
 RC1095  HISTORY     - Date     Condition        Report By
 RC1095  HISTORY     - 1946     MONUMENTED       CGS
 RC1095  HISTORY     - 1960     MARK NOT FOUND   NGS
 RC1095
 RC1095                          STATION DESCRIPTION
 RC1095
 RC1095'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RC1095'0.8 MI S FROM OAKBROOK.
 RC1095'ALONG OREGON TRUNK RAILWAY 0.8 MILE SOUTH OF STATION AT OAKBROOK
 RC1095'SIDING, 14- 33-FOOT RAILS SOUTH OF CULVERT NO. T 40.33 (AN 8-FOOT
 RC1095'CONCRETE PIPE CULVERT) UNDER TRACK AT CROSSING OF A NARROW DEEP RAVINE
 RC1095'CUT IN ROCK BANK, ALONG HIGH ROCK BLUFF, 8.8 FEET WEST OF WEST RAIL,
 RC1095'SET IN BEDROCK ABOUT 1 FOOT BELOW TRACK.
 RC1095
 RC1095                          STATION RECOVERY (1960)
 RC1095
 RC1095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 RC1095'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0635 ***********************************************************************
 RC0635  DESIGNATION -  A 398
 RC0635  PID         -  RC0635
 RC0635  STATE/COUNTY-  OR/WASCO
 RC0635  USGS QUAD   -  LOCUST GROVE (1974)
 RC0635
 RC0635                         *CURRENT SURVEY CONTROL
 RC0635  ___________________________________________________________________
 RC0635* NAD 83(1986)-  45 30 55.     (N)    120 50 23.     (W)     SCALED    
 RC0635* NAVD 88     -       105.819  (meters)     347.17   (feet)  ADJUSTED  
 RC0635  ___________________________________________________________________
 RC0635  GEOID HEIGHT-         -21.29  (meters)                     GEOID03
 RC0635  DYNAMIC HT  -         105.808 (meters)     347.14  (feet)  COMP
 RC0635  MODELED GRAV-     980,510.8   (mgal)                       NAVD 88
 RC0635
 RC0635  VERT ORDER  -  SECOND    CLASS 0
 RC0635
 RC0635.The horizontal coordinates were scaled from a topographic map and have
 RC0635.an estimated accuracy of +/- 6 seconds.
 RC0635
 RC0635.The orthometric height was determined by differential leveling
 RC0635.and adjusted in June 1991.
 RC0635
 RC0635.The geoid height was determined by GEOID03.
 RC0635
 RC0635.The dynamic height is computed by dividing the NAVD 88
 RC0635.geopotential number by the normal gravity value computed on the
 RC0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0635.degrees latitude (g = 980.6199 gals.).
 RC0635
 RC0635.The modeled gravity was interpolated from observed gravity values.
 RC0635
 RC0635;                    North         East    Units  Estimated Accuracy
 RC0635;SPC OR N     -   205,480.    2,473,460.      MT  (+/- 180 meters Scaled)
 RC0635
 RC0635                          SUPERSEDED SURVEY CONTROL
 RC0635
 RC0635  NGVD 29 (??/??/92)  104.810  (m)          343.86   (f) ADJ UNCH    2 0
 RC0635
 RC0635.Superseded values are not recommended for survey control.
 RC0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0635.See file dsdata.txt to determine how the superseded data were derived.
 RC0635
 RC0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR687424(NAD 83)
 RC0635_MARKER: DB = BENCH MARK DISK
 RC0635_SETTING: 80 = SET IN A BOULDER
 RC0635_SP_SET: BOULDER
 RC0635_STAMPING: A 398 1946
 RC0635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0635+STABILITY: SURFACE MOTION
 RC0635
 RC0635  HISTORY     - Date     Condition        Report By
 RC0635  HISTORY     - 1946     MONUMENTED       CGS
 RC0635
 RC0635                          STATION DESCRIPTION
 RC0635
 RC0635'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RC0635'10.0 MI N FROM DIKE.
 RC0635'ALONG OREGON TRUNK RAILWAY, 10.0 MILES NORTH OF STATION AT DIKE, 1.8
 RC0635'MILE NORTH OF TELEPHONE BOOTH AND SIGN BOARD AT LOCKIT SIDING, ABOUT
 RC0635'MIDWAY OF A SMALL FILL, 95.0 FEET WEST OF AND ACROSS TRACK FROM THE
 RC0635'SEVENTH TELEPHONE POLE NORTHWEST OF MILE POST NO.16, 41.7 FEET
 RC0635'SOUTHWEST OF SOUTHWEST RAIL, 3.5 FEET NORTHEAST OF SOUTHWEST
 RC0635'RIGHT-OF-WAY FENCE, 3.6 FEET SOUTHEAST OF REFERENCE POST, SET IN TOP
 RC0635'OF EMBEDDED BOULDER ABOUT 3 FEET ABOVE TRACK AND ABOUT 1/2 FOOT ABOVE
 RC0635'SURFACE OF GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0518 ***********************************************************************
 RA0518  DESIGNATION -  A 399
 RA0518  PID         -  RA0518
 RA0518  STATE/COUNTY-  OR/WALLOWA
 RA0518  USGS QUAD   -  DEADHORSE RIDGE (1963)
 RA0518
 RA0518                         *CURRENT SURVEY CONTROL
 RA0518  ___________________________________________________________________
 RA0518* NAD 83(1986)-  45 48 56.     (N)    116 45 55.     (W)     SCALED    
 RA0518* NAVD 88     -       292.971  (meters)     961.19   (feet)  ADJUSTED  
 RA0518  ___________________________________________________________________
 RA0518  GEOID HEIGHT-         -16.65  (meters)                     GEOID03
 RA0518  DYNAMIC HT  -         292.913 (meters)     961.00  (feet)  COMP
 RA0518  MODELED GRAV-     980,411.4   (mgal)                       NAVD 88
 RA0518
 RA0518  VERT ORDER  -  SECOND    CLASS 0
 RA0518
 RA0518.The horizontal coordinates were scaled from a topographic map and have
 RA0518.an estimated accuracy of +/- 6 seconds.
 RA0518
 RA0518.The orthometric height was determined by differential leveling
 RA0518.and adjusted in June 1991.
 RA0518
 RA0518.The geoid height was determined by GEOID03.
 RA0518
 RA0518.The dynamic height is computed by dividing the NAVD 88
 RA0518.geopotential number by the normal gravity value computed on the
 RA0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0518.degrees latitude (g = 980.6199 gals.).
 RA0518
 RA0518.The modeled gravity was interpolated from observed gravity values.
 RA0518
 RA0518;                    North         East    Units  Estimated Accuracy
 RA0518;SPC OR N     -   245,500.    2,790,150.      MT  (+/- 180 meters Scaled)
 RA0518
 RA0518                          SUPERSEDED SURVEY CONTROL
 RA0518
 RA0518  NGVD 29 (??/??/92)  291.870  (m)          957.58   (f) ADJ UNCH    2 0
 RA0518
 RA0518.Superseded values are not recommended for survey control.
 RA0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0518.See file dsdata.txt to determine how the superseded data were derived.
 RA0518
 RA0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL182735(NAD 83)
 RA0518_MARKER: DB = BENCH MARK DISK
 RA0518_SETTING: 80 = SET IN A BOULDER
 RA0518_SP_SET: BOULDER
 RA0518_STAMPING: A 399 1945
 RA0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0518+STABILITY: SURFACE MOTION
 RA0518
 RA0518  HISTORY     - Date     Condition        Report By
 RA0518  HISTORY     - 1945     MONUMENTED       CGS
 RA0518
 RA0518                          STATION DESCRIPTION
 RA0518
 RA0518'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RA0518'IN MOUTH OF IMNAHA RIVER.
 RA0518'ABOUT 400 FEET WEST OF THE SNAKE RIVER (DURING LOW WATER), ON THE
 RA0518'NORTHWEST BANK OF THE IMNAHA RIVER, 125 FEET SOUTHWEST OF A WOODEN
 RA0518'BRIDGE IN THE TRAIL, ABOUT 60 FEET SOUTHWEST OF MOUTH OF AN OLD MINING
 RA0518'CAVE WHICH IS NORTH OF TRAIL, 12 FEET SOUTHEAST OF TRAIL. BRONZE BENCH
 RA0518'MARK DISK SET IN TOP OF A GRANITE BOULDER.  ABOVE HIGH WATER LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0296 ***********************************************************************
 RC0296  DESIGNATION -  A 40
 RC0296  PID         -  RC0296
 RC0296  STATE/COUNTY-  OR/GILLIAM
 RC0296  USGS QUAD   -  CONDON (1987)
 RC0296
 RC0296                         *CURRENT SURVEY CONTROL
 RC0296  ___________________________________________________________________
 RC0296* NAD 83(1986)-  45 12 19.     (N)    120 10 34.     (W)     SCALED    
 RC0296* NAVD 88     -       755.648  (meters)    2479.16   (feet)  ADJUSTED  
 RC0296  ___________________________________________________________________
 RC0296  GEOID HEIGHT-         -20.46  (meters)                     GEOID03
 RC0296  DYNAMIC HT  -         755.507 (meters)    2478.69  (feet)  COMP
 RC0296  MODELED GRAV-     980,405.2   (mgal)                       NAVD 88
 RC0296
 RC0296  VERT ORDER  -  FIRST     CLASS II
 RC0296
 RC0296.The horizontal coordinates were scaled from a topographic map and have
 RC0296.an estimated accuracy of +/- 6 seconds.
 RC0296
 RC0296.The orthometric height was determined by differential leveling
 RC0296.and adjusted in June 1991.
 RC0296
 RC0296.The geoid height was determined by GEOID03.
 RC0296
 RC0296.The dynamic height is computed by dividing the NAVD 88
 RC0296.geopotential number by the normal gravity value computed on the
 RC0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0296.degrees latitude (g = 980.6199 gals.).
 RC0296
 RC0296.The modeled gravity was interpolated from observed gravity values.
 RC0296
 RC0296;                    North         East    Units  Estimated Accuracy
 RC0296;SPC OR N     -   171,020.    2,525,440.      MT  (+/- 180 meters Scaled)
 RC0296
 RC0296                          SUPERSEDED SURVEY CONTROL
 RC0296
 RC0296  NGVD 29 (??/??/92)  754.562  (m)         2475.59   (f) ADJ UNCH    1 2
 RC0296
 RC0296.Superseded values are not recommended for survey control.
 RC0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0296.See file dsdata.txt to determine how the superseded data were derived.
 RC0296
 RC0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGR217096(NAD 83)
 RC0296_MARKER: DB = BENCH MARK DISK
 RC0296_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RC0296_SP_SET: BRIDGE ABUTMENT
 RC0296_STAMPING: 2475.730 A 40 1930
 RC0296_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RC0296
 RC0296  HISTORY     - Date     Condition        Report By
 RC0296  HISTORY     - 1930     MONUMENTED       CGS
 RC0296  HISTORY     - 1963     GOOD             NGS
 RC0296  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RC0296
 RC0296                          STATION DESCRIPTION
 RC0296
 RC0296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 RC0296'2.3 MI S FROM CONDON.
 RC0296'2.3 MILES SOUTH ALONG STATE HIGHWAY 19 FROM THE POST OFFICE AT CONDON
 RC0296'AT A SHARP CURVE IN THE TOP OF A BRIDGE ABUTMENT, 0.4 MILE NORTH OF
 RC0296'MILE POST NO. 41, 0.1 MILE NORTH OF A HIGHWAY STOCK PILE, 97 FEET WEST
 RC0296'OF THE CENTER OF THE HIGHWAY, 92 FEET SOUTHWEST OF TELEPHONE POLE NO.
 RC0296'1456 AND 1 FOOT NORTHWEST OF THE SOUTHEAST END OF THE ABUTMENT.
 RC0296
 RC0296                          STATION RECOVERY (1987)
 RC0296
 RC0296'RECOVERY NOTE BY US POWER SQUADRON 1987 (RCC)
 RC0296'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0525 ***********************************************************************
 RA0525  DESIGNATION -  A 400
 RA0525  PID         -  RA0525
 RA0525  STATE/COUNTY-  OR/WALLOWA
 RA0525  USGS QUAD   -  IMNAHA (1990)
 RA0525
 RA0525                         *CURRENT SURVEY CONTROL
 RA0525  ___________________________________________________________________
 RA0525* NAD 83(1986)-  45 32 47.     (N)    116 50 02.     (W)     SCALED    
 RA0525* NAVD 88     -       618.239  (meters)    2028.34   (feet)  ADJUSTED  
 RA0525  ___________________________________________________________________
 RA0525  GEOID HEIGHT-         -15.95  (meters)                     GEOID03
 RA0525  DYNAMIC HT  -         618.123 (meters)    2027.96  (feet)  COMP
 RA0525  MODELED GRAV-     980,409.3   (mgal)                       NAVD 88
 RA0525
 RA0525  VERT ORDER  -  SECOND    CLASS 0
 RA0525
 RA0525.The horizontal coordinates were scaled from a topographic map and have
 RA0525.an estimated accuracy of +/- 6 seconds.
 RA0525
 RA0525.The orthometric height was determined by differential leveling
 RA0525.and adjusted in June 1991.
 RA0525
 RA0525.The geoid height was determined by GEOID03.
 RA0525
 RA0525.The dynamic height is computed by dividing the NAVD 88
 RA0525.geopotential number by the normal gravity value computed on the
 RA0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0525.degrees latitude (g = 980.6199 gals.).
 RA0525
 RA0525.The modeled gravity was interpolated from observed gravity values.
 RA0525
 RA0525;                    North         East    Units  Estimated Accuracy
 RA0525;SPC OR N     -   215,370.    2,786,180.      MT  (+/- 180 meters Scaled)
 RA0525
 RA0525                          SUPERSEDED SURVEY CONTROL
 RA0525
 RA0525  NGVD 29 (??/??/92)  617.100  (m)         2024.60   (f) ADJ UNCH    2 0
 RA0525
 RA0525.Superseded values are not recommended for survey control.
 RA0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0525.See file dsdata.txt to determine how the superseded data were derived.
 RA0525
 RA0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL129436(NAD 83)
 RA0525_MARKER: DB = BENCH MARK DISK
 RA0525_SETTING: 66 = SET IN ROCK OUTCROP
 RA0525_SP_SET: ROCK OUTCROP
 RA0525_STAMPING: A 400 1945
 RA0525_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA0525+STABILITY: POSITION/ELEVATION WELL
 RA0525
 RA0525  HISTORY     - Date     Condition        Report By
 RA0525  HISTORY     - 1945     MONUMENTED       CGS
 RA0525  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RA0525
 RA0525                          STATION DESCRIPTION
 RA0525
 RA0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RA0525'0.9 MI S FROM IMNAHA.
 RA0525'0.9 MILE SOUTH ALONG THE UPPER IMNAHA ROAD FROM THE POST OFFICE AT
 RA0525'IMNAHA, SET IN THE TOP OF A ROCK OUTCROP, ON THE INSIDE OF A CURVE
 RA0525'WITH TANGENTS LEADING NORTH AND EAST, ABOUT 0.05 MILE WEST OF MILEPOST
 RA0525'NO. 1, 30 FEET NORTH OF CENTER-LINE OF ROAD, ABOUT 3 FEET ABOVE ROAD
 RA0525'LEVEL, BRONZE BENCH MARK DISK.
 RA0525
 RA0525                          STATION RECOVERY (1987)
 RA0525
 RA0525'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBD)
 RA0525'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0500 ***********************************************************************
 RA0500  DESIGNATION -  A 401
 RA0500  PID         -  RA0500
 RA0500  STATE/COUNTY-  OR/WALLOWA
 RA0500  USGS QUAD   -  HAAS HOLLOW (1990)
 RA0500
 RA0500                         *CURRENT SURVEY CONTROL
 RA0500  ___________________________________________________________________
 RA0500* NAD 83(1986)-  45 37 52.     (N)    116 50 48.     (W)     SCALED    
 RA0500* NAVD 88     -       535.212  (meters)    1755.94   (feet)  ADJUSTED  
 RA0500  ___________________________________________________________________
 RA0500  GEOID HEIGHT-         -16.10  (meters)                     GEOID03
 RA0500  DYNAMIC HT  -         535.128 (meters)    1755.67  (feet)  COMP
 RA0500  MODELED GRAV-     980,443.5   (mgal)                       NAVD 88
 RA0500
 RA0500  VERT ORDER  -  SECOND    CLASS 0
 RA0500
 RA0500.The horizontal coordinates were scaled from a topographic map and have
 RA0500.an estimated accuracy of +/- 6 seconds.
 RA0500
 RA0500.The orthometric height was determined by differential leveling
 RA0500.and adjusted in June 1991.
 RA0500
 RA0500.The geoid height was determined by GEOID03.
 RA0500
 RA0500.The dynamic height is computed by dividing the NAVD 88
 RA0500.geopotential number by the normal gravity value computed on the
 RA0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0500.degrees latitude (g = 980.6199 gals.).
 RA0500
 RA0500.The modeled gravity was interpolated from observed gravity values.
 RA0500
 RA0500;                    North         East    Units  Estimated Accuracy
 RA0500;SPC OR N     -   224,740.    2,784,760.      MT  (+/- 180 meters Scaled)
 RA0500
 RA0500                          SUPERSEDED SURVEY CONTROL
 RA0500
 RA0500  NGVD 29 (??/??/92)  534.093  (m)         1752.27   (f) ADJ UNCH    2 0
 RA0500
 RA0500.Superseded values are not recommended for survey control.
 RA0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0500.See file dsdata.txt to determine how the superseded data were derived.
 RA0500
 RA0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL119530(NAD 83)
 RA0500_MARKER: DB = BENCH MARK DISK
 RA0500_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RA0500_SP_SET: ABUTMENT
 RA0500_STAMPING: A 401 1945
 RA0500_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RA0500
 RA0500  HISTORY     - Date     Condition        Report By
 RA0500  HISTORY     - 1945     MONUMENTED       CGS
 RA0500  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RA0500
 RA0500                          STATION DESCRIPTION
 RA0500
 RA0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RA0500'5.3 MI N FROM IMNAHA.
 RA0500'5.3 MILES NORTH ALONG THE LOWER IMNAHA ROAD FROM THE POST OFFICE AT
 RA0500'IMNAHA, SET IN THE SOUTH CORNER OF THE EAST ABUTMENT OF STEEL BRIDGE
 RA0500'OVER IMNAHA RIVER, 9 FEET SOUTH OF CENTER-LINE OF ROAD, 0.8 FOOT EAST
 RA0500'OF WEST FACE AND 0.5 FOOT NORTH OF SOUTH END OF ABUTMENT, LEVEL WITH
 RA0500'THE ROAD.  BRONZE BENCH MARK DISK.
 RA0500
 RA0500                          STATION RECOVERY (1987)
 RA0500
 RA0500'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBD)
 RA0500'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0730 ***********************************************************************
 RA0730  DESIGNATION -  A 402
 RA0730  PID         -  RA0730
 RA0730  STATE/COUNTY-  OR/WALLOWA
 RA0730  USGS QUAD   -  KINNEY LAKE (1990)
 RA0730
 RA0730                         *CURRENT SURVEY CONTROL
 RA0730  ___________________________________________________________________
 RA0730* NAD 83(1986)-  45 19 05.     (N)    117 04 59.     (W)     SCALED    
 RA0730* NAVD 88     -      1338.764  (meters)    4392.26   (feet)  ADJUSTED  
 RA0730  ___________________________________________________________________
 RA0730  GEOID HEIGHT-         -15.65  (meters)                     GEOID03
 RA0730  DYNAMIC HT  -        1338.320 (meters)    4390.80  (feet)  COMP
 RA0730  MODELED GRAV-     980,238.5   (mgal)                       NAVD 88
 RA0730
 RA0730  VERT ORDER  -  SECOND    CLASS 0
 RA0730
 RA0730.The horizontal coordinates were scaled from a topographic map and have
 RA0730.an estimated accuracy of +/- 6 seconds.
 RA0730
 RA0730.The orthometric height was determined by differential leveling
 RA0730.and adjusted in June 1991.
 RA0730
 RA0730.The geoid height was determined by GEOID03.
 RA0730
 RA0730.The dynamic height is computed by dividing the NAVD 88
 RA0730.geopotential number by the normal gravity value computed on the
 RA0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0730.degrees latitude (g = 980.6199 gals.).
 RA0730
 RA0730.The modeled gravity was interpolated from observed gravity values.
 RA0730
 RA0730;                    North         East    Units  Estimated Accuracy
 RA0730;SPC OR N     -   189,170.    2,767,810.      MT  (+/- 180 meters Scaled)
 RA0730
 RA0730                          SUPERSEDED SURVEY CONTROL
 RA0730
 RA0730  NGVD 29 (??/??/92) 1337.520  (m)         4388.18   (f) ADJ UNCH    2 0
 RA0730
 RA0730.Superseded values are not recommended for survey control.
 RA0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0730.See file dsdata.txt to determine how the superseded data were derived.
 RA0730
 RA0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML934182(NAD 83)
 RA0730_MARKER: DB = BENCH MARK DISK
 RA0730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RA0730_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RA0730_STAMPING: A 402 1945
 RA0730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0730+STABILITY: SURFACE MOTION
 RA0730
 RA0730  HISTORY     - Date     Condition        Report By
 RA0730  HISTORY     - 1945     MONUMENTED       CGS
 RA0730  HISTORY     - 19870817 GOOD             USPSQD
 RA0730
 RA0730                          STATION DESCRIPTION
 RA0730
 RA0730'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RA0730'9.8 MI SE FROM JOSEPH.
 RA0730'9.8 MILES SOUTHEAST ALONG THE LICK CREEK ROAD FROM THE POST OFFICE AT
 RA0730'JOSEPH, SET ON OUTSIDE OF CURVE WITH TANGENTS NORTHEAST AND WEST,
 RA0730'ABOUT 90 FEET EAST OF THE EAST END OF A WOODEN BRIDGE, 21 FEET
 RA0730'SOUTHEAST OF THE CENTER-LINE OF ROAD, 7 FEET NORTHWEST OF CORNER FENCE
 RA0730'POST, 0.8 FOOT ABOVE GROUND.  BRONZE BENCH MARK DISK.
 RA0730
 RA0730                          STATION RECOVERY (1987)
 RA0730
 RA0730'RECOVERY NOTE BY US POWER SQUADRON 1987 (DEK)
 RA0730'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0391 ***********************************************************************
 RA0391  DESIGNATION -  A 403
 RA0391  PID         -  RA0391
 RA0391  STATE/COUNTY-  OR/WALLOWA
 RA0391  USGS QUAD   -  PUDERBAUGH RIDGE (1990)
 RA0391
 RA0391                         *CURRENT SURVEY CONTROL
 RA0391  ___________________________________________________________________
 RA0391* NAD 83(1986)-  45 11 48.     (N)    116 52 10.     (W)     SCALED    
 RA0391* NAVD 88     -      1146.477  (meters)    3761.40   (feet)  ADJUSTED  
 RA0391  ___________________________________________________________________
 RA0391  GEOID HEIGHT-         -15.46  (meters)                     GEOID03
 RA0391  DYNAMIC HT  -        1146.106 (meters)    3760.18  (feet)  COMP
 RA0391  MODELED GRAV-     980,253.9   (mgal)                       NAVD 88
 RA0391
 RA0391  VERT ORDER  -  SECOND    CLASS 0
 RA0391
 RA0391.The horizontal coordinates were scaled from a topographic map and have
 RA0391.an estimated accuracy of +/- 6 seconds.
 RA0391
 RA0391.The orthometric height was determined by differential leveling
 RA0391.and adjusted in June 1991.
 RA0391
 RA0391.The geoid height was determined by GEOID03.
 RA0391
 RA0391.The dynamic height is computed by dividing the NAVD 88
 RA0391.geopotential number by the normal gravity value computed on the
 RA0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0391.degrees latitude (g = 980.6199 gals.).
 RA0391
 RA0391.The modeled gravity was interpolated from observed gravity values.
 RA0391
 RA0391;                    North         East    Units  Estimated Accuracy
 RA0391;SPC OR N     -   176,420.    2,785,150.      MT  (+/- 180 meters Scaled)
 RA0391
 RA0391                          SUPERSEDED SURVEY CONTROL
 RA0391
 RA0391  NGVD 29 (??/??/92) 1145.271  (m)         3757.44   (f) ADJ UNCH    2 0
 RA0391
 RA0391.Superseded values are not recommended for survey control.
 RA0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0391.See file dsdata.txt to determine how the superseded data were derived.
 RA0391
 RA0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL102048(NAD 83)
 RA0391_MARKER: DB = BENCH MARK DISK
 RA0391_SETTING: 66 = SET IN ROCK OUTCROP
 RA0391_SP_SET: ROCK BLUFF
 RA0391_STAMPING: A 403 1945
 RA0391_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA0391+STABILITY: POSITION/ELEVATION WELL
 RA0391
 RA0391  HISTORY     - Date     Condition        Report By
 RA0391  HISTORY     - 1945     MONUMENTED       CGS
 RA0391  HISTORY     - 19870902 MARK NOT FOUND   USPSQD
 RA0391
 RA0391                          STATION DESCRIPTION
 RA0391
 RA0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RA0391'29.2 MI S FROM IMNAHA.
 RA0391'29.2 MILES SOUTH ALONG THE UPPER IMNAHA ROAD FROM THE POST OFFICE AT
 RA0391'IMNAHA, SET AT A ROCK CUT, ON NORTHWEST SIDE OF ROAD FROM RIVER, SET
 RA0391'VERTICAL IN FACE OF BLUFF, 9 FEET NORTHWEST OF CENTER-LINE OF ROAD,
 RA0391'ABOUT 1.5 FEET ABOVE ROAD LEVEL, ABOUT 1 FOOT ABOVE GROUND.  BRONZE
 RA0391'BENCH MARK DISK.
 RA0391
 RA0391                          STATION RECOVERY (1987)
 RA0391
 RA0391'RECOVERY NOTE BY US POWER SQUADRON 1987 (LAB)
 RA0391'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0627 ***********************************************************************
 QB0627  DESIGNATION -  A 404
 QB0627  PID         -  QB0627
 QB0627  STATE/COUNTY-  OR/BAKER
 QB0627  USGS QUAD   -  POSY VALLEY (1987)
 QB0627
 QB0627                         *CURRENT SURVEY CONTROL
 QB0627  ___________________________________________________________________
 QB0627* NAD 83(1986)-  44 47 00.     (N)    117 03 16.     (W)     SCALED    
 QB0627* NAVD 88     -       838.025  (meters)    2749.42   (feet)  ADJUSTED  
 QB0627  ___________________________________________________________________
 QB0627  GEOID HEIGHT-         -16.43  (meters)                     GEOID03
 QB0627  DYNAMIC HT  -         837.824 (meters)    2748.76  (feet)  COMP
 QB0627  MODELED GRAV-     980,349.1   (mgal)                       NAVD 88
 QB0627
 QB0627  VERT ORDER  -  SECOND    CLASS 0
 QB0627
 QB0627.The horizontal coordinates were scaled from a topographic map and have
 QB0627.an estimated accuracy of +/- 6 seconds.
 QB0627
 QB0627.The orthometric height was determined by differential leveling
 QB0627.and adjusted in June 1991.
 QB0627
 QB0627.The geoid height was determined by GEOID03.
 QB0627
 QB0627.The dynamic height is computed by dividing the NAVD 88
 QB0627.geopotential number by the normal gravity value computed on the
 QB0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0627.degrees latitude (g = 980.6199 gals.).
 QB0627
 QB0627.The modeled gravity was interpolated from observed gravity values.
 QB0627
 QB0627;                    North         East    Units  Estimated Accuracy
 QB0627;SPC OR N     -   129,900.    2,772,590.      MT  (+/- 180 meters Scaled)
 QB0627
 QB0627                          SUPERSEDED SURVEY CONTROL
 QB0627
 QB0627  NGVD 29 (??/??/92)  837.017  (m)         2746.11   (f) ADJ UNCH    2 0
 QB0627
 QB0627.Superseded values are not recommended for survey control.
 QB0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0627.See file dsdata.txt to determine how the superseded data were derived.
 QB0627
 QB0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK956588(NAD 83)
 QB0627_MARKER: DB = BENCH MARK DISK
 QB0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0627_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0627_STAMPING: A-404 1945
 QB0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0627+STABILITY: SURFACE MOTION
 QB0627
 QB0627  HISTORY     - Date     Condition        Report By
 QB0627  HISTORY     - 1945     MONUMENTED       CGS
 QB0627  HISTORY     - 1983     GOOD             USGS
 QB0627
 QB0627                          STATION DESCRIPTION
 QB0627
 QB0627'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QB0627'8.2 MI S FROM HALFWAY.
 QB0627'8.2 MILES SOUTH ALONG STATE HIGHWAY NO. 86 FROM THE POST OFFICE AT
 QB0627'HALFWAY, SET IN TOP OF CONCRETE POST, 25 FEET WEST OF THE CENTER-LINE
 QB0627'OF THE ROAD, 14 FEET SOUTH OF SMALL REVINE, 10 FEET SOUTHWEST OF
 QB0627'CONCRETE CULVERT WITH ROCK HEADWALL, 1 FOOT EAST OF THE FENCE LINE, 6
 QB0627'FEET ABOVE ROAD LEVEL.
 QB0627
 QB0627                          STATION RECOVERY (1983)
 QB0627
 QB0627'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 QB0627'ABOUT 8.2 MILES SOUTH OF HALFWAY, AT P.O., 1.9 MILE SOUTHEAST OF
 QB0627'ALONG HIGHWAY TO 'Y' ROAD FORK WHERE NEW HIGHWAY 86 AND OLD 86 PART,
 QB0627'THENCE 6.6 MILES SOUTHEAST ALONG THE OLD ROAD, A SHORT 0.1 MILE
 QB0627'BEYOND A SHARP CURVE, ABOUT 16 FT. SOUTHWEST ON THE ROAD FROM A SMALL
 QB0627'DRAIN, 29 FT. NORTHWEST OF AND 8.6 FT. HIGHER THAN THE CENTERLINE OF
 QB0627'THE ROAD, A STANDARD DISK SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0864 ***********************************************************************
 RA0864  DESIGNATION -  A 405
 RA0864  PID         -  RA0864
 RA0864  STATE/COUNTY-  OR/UNION
 RA0864  USGS QUAD   -  ELGIN (1995)
 RA0864
 RA0864                         *CURRENT SURVEY CONTROL
 RA0864  ___________________________________________________________________
 RA0864* NAD 83(1986)-  45 31 23.     (N)    117 55 03.     (W)     SCALED    
 RA0864* NAVD 88     -       819.689  (meters)    2689.26   (feet)  ADJUSTED  
 RA0864  ___________________________________________________________________
 RA0864  GEOID HEIGHT-         -17.96  (meters)                     GEOID03
 RA0864  DYNAMIC HT  -         819.511 (meters)    2688.68  (feet)  COMP
 RA0864  MODELED GRAV-     980,372.4   (mgal)                       NAVD 88
 RA0864
 RA0864  VERT ORDER  -  SECOND    CLASS 0
 RA0864
 RA0864.The horizontal coordinates were scaled from a topographic map and have
 RA0864.an estimated accuracy of +/- 6 seconds.
 RA0864
 RA0864.The orthometric height was determined by differential leveling
 RA0864.and adjusted in June 1991.
 RA0864
 RA0864.The geoid height was determined by GEOID03.
 RA0864
 RA0864.The dynamic height is computed by dividing the NAVD 88
 RA0864.geopotential number by the normal gravity value computed on the
 RA0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0864.degrees latitude (g = 980.6199 gals.).
 RA0864
 RA0864.The modeled gravity was interpolated from observed gravity values.
 RA0864
 RA0864;                    North         East    Units  Estimated Accuracy
 RA0864;SPC OR N     -   209,510.    2,701,710.      MT  (+/- 180 meters Scaled)
 RA0864
 RA0864                          SUPERSEDED SURVEY CONTROL
 RA0864
 RA0864  NGVD 29 (??/??/92)  818.580  (m)         2685.62   (f) ADJ UNCH    2 0
 RA0864
 RA0864.Superseded values are not recommended for survey control.
 RA0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0864.See file dsdata.txt to determine how the superseded data were derived.
 RA0864
 RA0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML283414(NAD 83)
 RA0864_MARKER: DB = BENCH MARK DISK
 RA0864_SETTING: 80 = SET IN A BOULDER
 RA0864_SP_SET: BOULDER
 RA0864_STAMPING: A 405 1945
 RA0864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0864+STABILITY: SURFACE MOTION
 RA0864
 RA0864  HISTORY     - Date     Condition        Report By
 RA0864  HISTORY     - 1945     MONUMENTED       CGS
 RA0864  HISTORY     - 1964     GOOD             NGS
 RA0864
 RA0864                          STATION DESCRIPTION
 RA0864
 RA0864'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RA0864'2.9 MI S FROM ELGIN.
 RA0864'ALONG STATE HIGHWAY NO. 82, 2.9 MILES SOUTH OF THE CITY HALL AT ELGIN,
 RA0864'AT ROAD-SIDE DRINKWATER SPRING, 97 FEET NORTH OF AND ACROSS HIGHWAY
 RA0864'FROM BANK OF GRANDE RONDE RIVER, 32.3 FEET NORTH OF CENTERLINE OF
 RA0864'HIGHWAY, 17.5 FEET NORTHWEST OF CENTER OF NORTH CONCRETE HEAD-WALL OF
 RA0864'CULVERT UNDER HIGHWAY, 17.0 FEET EAST OF TOP OF NORTHEAST CORNER OF
 RA0864'STONE SPRING HOUSE AND DRINKING WATER FOUNTAIN, SET IN TOP OF LARGE
 RA0864'EMBEDDED BOULDER ABOUT 5 FEET ABOVE HIGHWAY.
 RA0864
 RA0864                          STATION RECOVERY (1964)
 RA0864
 RA0864'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 RA0864'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0820 ***********************************************************************
 RA0820  DESIGNATION -  A 407
 RA0820  PID         -  RA0820
 RA0820  STATE/COUNTY-  OR/UNION
 RA0820  USGS QUAD   -  COVE (1993)
 RA0820
 RA0820                         *CURRENT SURVEY CONTROL
 RA0820  ___________________________________________________________________
 RA0820* NAD 83(1986)-  45 18 14.     (N)    117 52 03.     (W)     SCALED    
 RA0820* NAVD 88     -       820.996  (meters)    2693.55   (feet)  ADJUSTED  
 RA0820  ___________________________________________________________________
 RA0820  GEOID HEIGHT-         -17.51  (meters)                     GEOID03
 RA0820  DYNAMIC HT  -         820.800 (meters)    2692.91  (feet)  COMP
 RA0820  MODELED GRAV-     980,351.2   (mgal)                       NAVD 88
 RA0820
 RA0820  VERT ORDER  -  SECOND    CLASS 0
 RA0820
 RA0820.The horizontal coordinates were scaled from a topographic map and have
 RA0820.an estimated accuracy of +/- 6 seconds.
 RA0820
 RA0820.The orthometric height was determined by differential leveling
 RA0820.and adjusted in June 1991.
 RA0820
 RA0820.The geoid height was determined by GEOID03.
 RA0820
 RA0820.The dynamic height is computed by dividing the NAVD 88
 RA0820.geopotential number by the normal gravity value computed on the
 RA0820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0820.degrees latitude (g = 980.6199 gals.).
 RA0820
 RA0820.The modeled gravity was interpolated from observed gravity values.
 RA0820
 RA0820;                    North         East    Units  Estimated Accuracy
 RA0820;SPC OR N     -   185,290.    2,706,410.      MT  (+/- 180 meters Scaled)
 RA0820
 RA0820                          SUPERSEDED SURVEY CONTROL
 RA0820
 RA0820  NGVD 29 (??/??/92)  819.904  (m)         2689.97   (f) ADJ UNCH    2 0
 RA0820
 RA0820.Superseded values are not recommended for survey control.
 RA0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0820.See file dsdata.txt to determine how the superseded data were derived.
 RA0820
 RA0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML319170(NAD 83)
 RA0820_MARKER: DB = BENCH MARK DISK
 RA0820_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RA0820_SP_SET: ABUTMENT
 RA0820_STAMPING: A 407 1945
 RA0820_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RA0820
 RA0820  HISTORY     - Date     Condition        Report By
 RA0820  HISTORY     - 1945     MONUMENTED       CGS
 RA0820
 RA0820                          STATION DESCRIPTION
 RA0820
 RA0820'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RA0820'3.0 MI W FROM COVE.
 RA0820'TO REACH FROM THE POST OFFICE AT COVE, PROCEED 2.35 MILE WEST ALONG
 RA0820'COVE-UNION ROAD TO GRAVEL ROAD LEADING NORTH, THENCE 0.3 MILE NORTH
 RA0820'ALONG GRAVEL ROAD TO DIRT ROAD LEADING WEST, THENCE 0.35 MILE WEST
 RA0820'ALONG DIRT ROAD TO EAST END OF STEEL BRIDGE OVER MILL CREEK, BENCH
 RA0820'MARK IS 13.0 FEET SOUTH OF CENTERLINE OF BRIDGE AND 1.0 FOOT BELOW TOP
 RA0820'OF FLOOR OF BRIDGE, SET IN TOP OF SOUTH END OF EAST CONCRETE ABUTMENT
 RA0820'FOR BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0103 ***********************************************************************
 QD0103  DESIGNATION -  A 408
 QD0103  PID         -  QD0103
 QD0103  STATE/COUNTY-  OR/WHEELER
 QD0103  USGS QUAD   -  ROWE CREEK (1987)
 QD0103
 QD0103                         *CURRENT SURVEY CONTROL
 QD0103  ___________________________________________________________________
 QD0103* NAD 83(1991)-  44 45 00.06124(N)    120 11 16.63774(W)     ADJUSTED  
 QD0103* NAVD 88     -       476.603  (meters)    1563.65   (feet)  ADJUSTED  
 QD0103  ___________________________________________________________________
 QD0103  LAPLACE CORR-           4.18  (seconds)                    DEFLEC99
 QD0103  GEOID HEIGHT-         -20.38  (meters)                     GEOID03
 QD0103  DYNAMIC HT  -         476.480 (meters)    1563.25  (feet)  COMP
 QD0103  MODELED GRAV-     980,345.9   (mgal)                       NAVD 88
 QD0103
 QD0103  HORZ ORDER  -  SECOND
 QD0103  VERT ORDER  -  SECOND    CLASS 0
 QD0103
 QD0103.The horizontal coordinates were established by classical geodetic methods
 QD0103.and adjusted by the National Geodetic Survey in October 1991.
 QD0103
 QD0103.The orthometric height was determined by differential leveling
 QD0103.and adjusted in June 1991.
 QD0103
 QD0103.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD0103
 QD0103.The geoid height was determined by GEOID03.
 QD0103
 QD0103.The dynamic height is computed by dividing the NAVD 88
 QD0103.geopotential number by the normal gravity value computed on the
 QD0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0103.degrees latitude (g = 980.6199 gals.).
 QD0103
 QD0103.The modeled gravity was interpolated from observed gravity values.
 QD0103
 QD0103;                    North         East     Units Scale Factor Converg.
 QD0103;SPC OR N     -   120,431.439 2,524,708.506   MT  0.99992113   +0 13 16.7
 QD0103;SPC OR N     -   395,116.27  8,283,164.39   iFT  0.99992113   +0 13 16.7
 QD0103;UTM  10      - 4,959,028.249   722,594.679   MT  1.00020934   +1 58 49.9
 QD0103
 QD0103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD0103!SPC OR N     -   0.99992847  x   0.99992113  =   0.99984961
 QD0103!UTM  10      -   0.99992847  x   1.00020934  =   1.00013780
 QD0103
 QD0103                          SUPERSEDED SURVEY CONTROL
 QD0103
 QD0103  NAD 83(1986)-  44 45 00.06927(N)    120 11 16.63500(W) AD(       ) 2
 QD0103  NAD 27      -  44 45 00.58900(N)    120 11 12.57100(W) AD(       ) 2
 QD0103  NGVD 29 (??/??/92)  475.479  (m)         1559.97   (f) ADJ UNCH    2 0
 QD0103
 QD0103.Superseded values are not recommended for survey control.
 QD0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0103.See file dsdata.txt to determine how the superseded data were derived.
 QD0103
 QD0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGQ2259559028(NAD 83)
 QD0103_MARKER: DB = BENCH MARK DISK
 QD0103_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QD0103_SP_SET: CONCRETE BLOCK
 QD0103_STAMPING: A 408 1946
 QD0103_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0103
 QD0103  HISTORY     - Date     Condition        Report By
 QD0103  HISTORY     - 1946     MONUMENTED       CGS
 QD0103  HISTORY     - 1946     GOOD             NGS
 QD0103  HISTORY     - 1977     GOOD             NGS
 QD0103
 QD0103                          STATION DESCRIPTION
 QD0103
 QD0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 QD0103'SEE STATION TWICKENHAM
 QD0103
 QD0103                          STATION RECOVERY (1946)
 QD0103
 QD0103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 QD0103'1.5 MI NW FROM TWICKENHAM.
 QD0103'STATION IS LOCATED ON THE NORTH SIDE OF THE TWICKENHAM TO FOSSIL ROAD
 QD0103'AND ABOUT 1 1/2 MILE NORTHWEST OF THE BRIDGE ACROSS THE JOHN DAY RIVER
 QD0103'AT TWICKENHAM.  IT IS ABOUT 225 FEET NORTHWEST OF A RANCH HOUSE, 18
 QD0103'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 2 FEET NORTH OF A WHITE
 QD0103'REFERENCE POST, AND 1 FOOT WEST OF A FENCE.  THE MARK IS A U.S.C. AND
 QD0103'G.S. BRONZE BENCH MARK DISK SET IN THE TOP OF A SQUARE CONCRETE BLOCK
 QD0103'WHICH PROJECTS 2 INCHES, AND IS STAMPED-- A 408 1946. IT IS 40.69 FEET
 QD0103'SOUTHEAST OF TRIANGULATION STATION TWICKENHAM 1946. NOTE-- THE MARK
 QD0103'WAS USED AS REFERENCE MARK NO. 1 FOR TRIANGULATION STATION TWICKENHAM
 QD0103'1946.
 QD0103
 QD0103                          STATION RECOVERY (1977)
 QD0103
 QD0103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 QD0103'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0530 ***********************************************************************
 RA0530  DESIGNATION -  A 409
 RA0530  PID         -  RA0530
 RA0530  STATE/COUNTY-  OR/WALLOWA
 RA0530  USGS QUAD   -  TROY (1995)
 RA0530
 RA0530                         *CURRENT SURVEY CONTROL
 RA0530  ___________________________________________________________________
 RA0530* NAD 83(1986)-  45 57 05.     (N)    117 25 46.     (W)     SCALED    
 RA0530* NAVD 88     -       482.225  (meters)    1582.10   (feet)  ADJUSTED  
 RA0530  ___________________________________________________________________
 RA0530  GEOID HEIGHT-         -17.61  (meters)                     GEOID03
 RA0530  DYNAMIC HT  -         482.158 (meters)    1581.88  (feet)  COMP
 RA0530  MODELED GRAV-     980,461.9   (mgal)                       NAVD 88
 RA0530
 RA0530  VERT ORDER  -  SECOND    CLASS 0
 RA0530
 RA0530.The horizontal coordinates were scaled from a topographic map and have
 RA0530.an estimated accuracy of +/- 6 seconds.
 RA0530
 RA0530.The orthometric height was determined by differential leveling
 RA0530.and adjusted in June 1991.
 RA0530
 RA0530.The geoid height was determined by GEOID03.
 RA0530
 RA0530.The dynamic height is computed by dividing the NAVD 88
 RA0530.geopotential number by the normal gravity value computed on the
 RA0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0530.degrees latitude (g = 980.6199 gals.).
 RA0530
 RA0530.The modeled gravity was interpolated from observed gravity values.
 RA0530
 RA0530;                    North         East    Units  Estimated Accuracy
 RA0530;SPC OR N     -   258,420.    2,738,000.      MT  (+/- 180 meters Scaled)
 RA0530
 RA0530                          SUPERSEDED SURVEY CONTROL
 RA0530
 RA0530  NGVD 29 (??/??/92)  481.15   (m)         1578.6    (f) COMPUTED    2 0
 RA0530
 RA0530.Superseded values are not recommended for survey control.
 RA0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0530.See file dsdata.txt to determine how the superseded data were derived.
 RA0530
 RA0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML667887(NAD 83)
 RA0530_MARKER: DB = BENCH MARK DISK
 RA0530_SETTING: 66 = SET IN ROCK OUTCROP
 RA0530_SP_SET: ROCK OUTCROP
 RA0530_STAMPING: A 409 1945
 RA0530_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA0530+STABILITY: POSITION/ELEVATION WELL
 RA0530
 RA0530  HISTORY     - Date     Condition        Report By
 RA0530  HISTORY     - 1945     MONUMENTED       CGS
 RA0530  HISTORY     - 1967     MARK NOT FOUND   NGS
 RA0530
 RA0530                          STATION DESCRIPTION
 RA0530
 RA0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RA0530'1.3 MI NE FROM TROY.
 RA0530'1.3 MILES NORTHEAST ALONG TROY-ANATONE ROAD, 0.10 MILE NORTHEAST OF A
 RA0530'WOODEN BRIDGE OVER BEAR CREEK, 28 FEET NORTH OF THE CENTER LINE OF THE
 RA0530'ROAD, 16.3 FEET NORTH OF A WHITE REFERENCE POST, 14.2 FEET NORTH OF
 RA0530'THE FENCE LINE.  A BRONZE DISK SET IN A DRILL HOLE IN A ROCK OUT-CROP
 RA0530'AT THE BASE OF A HILL, 18 INCHES ABOVE THE LEVEL OF THE ROAD. NOTE-- A
 RA0530'CHANGE IN THE ALIGNMENT OF THE ROAD INDICATES THAT THIS MARK MAY BE
 RA0530'BURIED OR DESTROYED.
 RA0530
 RA0530                          STATION RECOVERY (1967)
 RA0530
 RA0530'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 RA0530'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0260 ***********************************************************************
 QC0260  DESIGNATION -  A 410
 QC0260  PID         -  QC0260
 QC0260  STATE/COUNTY-  OR/GRANT
 QC0260  USGS QUAD   -  JOHNNY CAKE MOUNTAIN (1995)
 QC0260
 QC0260                         *CURRENT SURVEY CONTROL
 QC0260  ___________________________________________________________________
 QC0260* NAD 83(1986)-  44 53 54.     (N)    119 23 06.     (W)     SCALED    
 QC0260* NAVD 88     -       637.602  (meters)    2091.87   (feet)  ADJUSTED  
 QC0260  ___________________________________________________________________
 QC0260  GEOID HEIGHT-         -19.21  (meters)                     GEOID03
 QC0260  DYNAMIC HT  -         637.414 (meters)    2091.25  (feet)  COMP
 QC0260  MODELED GRAV-     980,303.3   (mgal)                       NAVD 88
 QC0260
 QC0260  VERT ORDER  -  SECOND    CLASS 0
 QC0260
 QC0260.The horizontal coordinates were scaled from a topographic map and have
 QC0260.an estimated accuracy of +/- 6 seconds.
 QC0260
 QC0260.The orthometric height was determined by differential leveling
 QC0260.and adjusted in June 1991.
 QC0260
 QC0260.The geoid height was determined by GEOID03.
 QC0260
 QC0260.The dynamic height is computed by dividing the NAVD 88
 QC0260.geopotential number by the normal gravity value computed on the
 QC0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0260.degrees latitude (g = 980.6199 gals.).
 QC0260
 QC0260.The modeled gravity was interpolated from observed gravity values.
 QC0260
 QC0260;                    North         East    Units  Estimated Accuracy
 QC0260;SPC OR N     -   137,470.    2,588,060.      MT  (+/- 180 meters Scaled)
 QC0260
 QC0260                          SUPERSEDED SURVEY CONTROL
 QC0260
 QC0260  NGVD 29 (??/??/92)  636.454  (m)         2088.10   (f) ADJ UNCH    2 0
 QC0260
 QC0260.Superseded values are not recommended for survey control.
 QC0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0260.See file dsdata.txt to determine how the superseded data were derived.
 QC0260
 QC0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK116744(NAD 83)
 QC0260_MARKER: DB = BENCH MARK DISK
 QC0260_SETTING: 66 = SET IN ROCK OUTCROP
 QC0260_SP_SET: ROCK OUTCROP
 QC0260_STAMPING: A 410 1946
 QC0260_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QC0260+STABILITY: POSITION/ELEVATION WELL
 QC0260
 QC0260  HISTORY     - Date     Condition        Report By
 QC0260  HISTORY     - 1946     MONUMENTED       CGS
 QC0260
 QC0260                          STATION DESCRIPTION
 QC0260
 QC0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 QC0260'9 MI NE FROM MONUMENT.
 QC0260'9.0 MILES NORTHEAST ALONG THE NORTH FORK OF JOHN DAY RIVER FROM THE
 QC0260'POST OFFICE AT MONUMENT, GRANT COUNTY, 48 FEET SOUTHEAST OF A LARGE
 QC0260'PINE TREE ON THE BANK ABOUT THE HIGH-WATER LINE, 25 FEET NORTH OF THE
 QC0260'RIVER AT LOW WATER, NEAR AN OUTCROP PROJECTING INTO THE RIVER, IN A
 QC0260'SMALLER OUTCROP BEHIND THE LARGE ONE ON THE RIVERS EDGE AT LOW WATER,
 QC0260'AND ABOUT 6 FEET ABOVE THE LOW-WATER LEVEL.  A STANDARD DISK, STAMPED
 QC0260'A 410 1946.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0617 ***********************************************************************
 QC0617  DESIGNATION -  A 411
 QC0617  PID         -  QC0617
 QC0617  STATE/COUNTY-  OR/GRANT
 QC0617  USGS QUAD   -  MEADOW BROOK SUMMIT (1995)
 QC0617
 QC0617                         *CURRENT SURVEY CONTROL
 QC0617  ___________________________________________________________________
 QC0617* NAD 83(1986)-  44 59 34.     (N)    119 06 48.     (W)     SCALED    
 QC0617* NAVD 88     -       763.718  (meters)    2505.63   (feet)  ADJUSTED  
 QC0617  ___________________________________________________________________
 QC0617  GEOID HEIGHT-         -18.58  (meters)                     GEOID03
 QC0617  DYNAMIC HT  -         763.516 (meters)    2504.97  (feet)  COMP
 QC0617  MODELED GRAV-     980,327.5   (mgal)                       NAVD 88
 QC0617
 QC0617  VERT ORDER  -  SECOND    CLASS 0
 QC0617
 QC0617.The horizontal coordinates were scaled from a topographic map and have
 QC0617.an estimated accuracy of +/- 6 seconds.
 QC0617
 QC0617.The orthometric height was determined by differential leveling
 QC0617.and adjusted in June 1991.
 QC0617
 QC0617.The geoid height was determined by GEOID03.
 QC0617
 QC0617.The dynamic height is computed by dividing the NAVD 88
 QC0617.geopotential number by the normal gravity value computed on the
 QC0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0617.degrees latitude (g = 980.6199 gals.).
 QC0617
 QC0617.The modeled gravity was interpolated from observed gravity values.
 QC0617
 QC0617;                    North         East    Units  Estimated Accuracy
 QC0617;SPC OR N     -   148,300.    2,609,330.      MT  (+/- 180 meters Scaled)
 QC0617
 QC0617                          SUPERSEDED SURVEY CONTROL
 QC0617
 QC0617  NGVD 29 (??/??/92)  762.572  (m)         2501.87   (f) ADJ UNCH    2 0
 QC0617
 QC0617.Superseded values are not recommended for survey control.
 QC0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0617.See file dsdata.txt to determine how the superseded data were derived.
 QC0617
 QC0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK334843(NAD 83)
 QC0617_MARKER: DB = BENCH MARK DISK
 QC0617_SETTING: 80 = SET IN A BOULDER
 QC0617_SP_SET: BOULDER
 QC0617_STAMPING: A 411 1946
 QC0617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0617+STABILITY: SURFACE MOTION
 QC0617
 QC0617  HISTORY     - Date     Condition        Report By
 QC0617  HISTORY     - 1946     MONUMENTED       CGS
 QC0617  HISTORY     - 1946     GOOD             NGS
 QC0617
 QC0617                          STATION DESCRIPTION
 QC0617
 QC0617'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 QC0617'12 MI SW FROM DALE.
 QC0617'4.0 MILES NORTH ALONG U.S. HIGHWAY 395 FROM THE POST OFFICE AT DALE,
 QC0617'GRANT COUNTY, THENCE 8.0 MILES SOUTHWEST ALONG THE NORTH FORK OF JOHN
 QC0617'DAY RIVER.  13 FEET SOUTH OF A TREE USED AS A FENCE CORNER (THE TREE
 QC0617'HAS A TRIANGULAR BLAZE ON THE SIDE FACING THE RIVER), IN A FLAT
 QC0617'BOULDER AT THE LOW-WATER EDGE, AND 1.5 FEET ABOVE LOW WATER.  A
 QC0617'STANDARD DISK, STAMPED A 411 1946.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0852 ***********************************************************************
 RA0852  DESIGNATION -  A 413
 RA0852  PID         -  RA0852
 RA0852  STATE/COUNTY-  OR/WALLOWA
 RA0852  USGS QUAD   -  DEEP CREEK (1995)
 RA0852
 RA0852                         *CURRENT SURVEY CONTROL
 RA0852  ___________________________________________________________________
 RA0852* NAD 83(1986)-  45 48 53.     (N)    117 44 57.     (W)     SCALED    
 RA0852* NAVD 88     -       655.948  (meters)    2152.06   (feet)  ADJUSTED  
 RA0852  ___________________________________________________________________
 RA0852  GEOID HEIGHT-         -17.85  (meters)                     GEOID03
 RA0852  DYNAMIC HT  -         655.761 (meters)    2151.44  (feet)  COMP
 RA0852  MODELED GRAV-     980,312.1   (mgal)                       NAVD 88
 RA0852
 RA0852  VERT ORDER  -  SECOND    CLASS 0
 RA0852
 RA0852.The horizontal coordinates were scaled from a topographic map and have
 RA0852.an estimated accuracy of +/- 6 seconds.
 RA0852
 RA0852.The orthometric height was determined by differential leveling
 RA0852.and adjusted in June 1991.
 RA0852
 RA0852.The geoid height was determined by GEOID03.
 RA0852
 RA0852.The dynamic height is computed by dividing the NAVD 88
 RA0852.geopotential number by the normal gravity value computed on the
 RA0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0852.degrees latitude (g = 980.6199 gals.).
 RA0852
 RA0852.The modeled gravity was interpolated from observed gravity values.
 RA0852
 RA0852;                    North         East    Units  Estimated Accuracy
 RA0852;SPC OR N     -   242,340.    2,713,750.      MT  (+/- 180 meters Scaled)
 RA0852
 RA0852                          SUPERSEDED SURVEY CONTROL
 RA0852
 RA0852  NGVD 29 (??/??/92)  654.790  (m)         2148.26   (f) ADJ UNCH    2 0
 RA0852
 RA0852.Superseded values are not recommended for survey control.
 RA0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0852.See file dsdata.txt to determine how the superseded data were derived.
 RA0852
 RA0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML417737(NAD 83)
 RA0852_MARKER: DB = BENCH MARK DISK
 RA0852_SETTING: 66 = SET IN ROCK OUTCROP
 RA0852_SP_SET: LAVA ROCK
 RA0852_STAMPING: A 413 1946
 RA0852_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA0852+STABILITY: POSITION/ELEVATION WELL
 RA0852
 RA0852  HISTORY     - Date     Condition        Report By
 RA0852  HISTORY     - 1946     MONUMENTED       CGS
 RA0852  HISTORY     - 1967     GOOD             USGS
 RA0852  HISTORY     - 19671030 GOOD             USPSQD
 RA0852
 RA0852                          STATION DESCRIPTION
 RA0852
 RA0852'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 RA0852'8.0 MI N FROM RONDOWA.
 RA0852'8.0 MILES NORTH OF RONDOWA ALONG THE GRANDE RONDE RIVER, ABOUT 600
 RA0852'FEET NORTH OF THE LOWER END OF AN ISLAND IN THE RIVER, SET IN A LOWER
 RA0852'SHELF OF A HUGE LAVA ROCK CLIFF THAT RUNS UP ALMOST VERTICALLY ABOUT
 RA0852'50 FEET ABOVE THE EDGE OF THE RIVER ON THE EAST BANK, ABOUT 5 FEET
 RA0852'ABOVE HIGH WATER LEVEL, 36 FEET SOUTH OF A LARGE PINE TREE WITH A
 RA0852'TRIANGULAR BLAZE FACING THE MARK.
 RA0852
 RA0852                          STATION RECOVERY (1967)
 RA0852
 RA0852'RECOVERY NOTE BY US POWER SQUADRON 1967 (CGM)
 RA0852'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0599 ***********************************************************************
 QB0599  DESIGNATION -  A 414
 QB0599  PID         -  QB0599
 QB0599  STATE/COUNTY-  OR/BAKER
 QB0599  USGS QUAD   -  SPARTA (1988)
 QB0599
 QB0599                         *CURRENT SURVEY CONTROL
 QB0599  ___________________________________________________________________
 QB0599* NAD 83(1986)-  44 46 47.     (N)    117 16 42.     (W)     SCALED    
 QB0599* NAVD 88     -       700.362  (meters)    2297.77   (feet)  ADJUSTED  
 QB0599  ___________________________________________________________________
 QB0599  GEOID HEIGHT-         -16.46  (meters)                     GEOID03
 QB0599  DYNAMIC HT  -         700.192 (meters)    2297.21  (feet)  COMP
 QB0599  MODELED GRAV-     980,351.8   (mgal)                       NAVD 88
 QB0599
 QB0599  VERT ORDER  -  SECOND    CLASS 0
 QB0599
 QB0599.The horizontal coordinates were scaled from a topographic map and have
 QB0599.an estimated accuracy of +/- 6 seconds.
 QB0599
 QB0599.The orthometric height was determined by differential leveling
 QB0599.and adjusted in June 1991.
 QB0599
 QB0599.The geoid height was determined by GEOID03.
 QB0599
 QB0599.The dynamic height is computed by dividing the NAVD 88
 QB0599.geopotential number by the normal gravity value computed on the
 QB0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0599.degrees latitude (g = 980.6199 gals.).
 QB0599
 QB0599.The modeled gravity was interpolated from observed gravity values.
 QB0599
 QB0599;                    North         East    Units  Estimated Accuracy
 QB0599;SPC OR N     -   128,770.    2,754,900.      MT  (+/- 180 meters Scaled)
 QB0599
 QB0599                          SUPERSEDED SURVEY CONTROL
 QB0599
 QB0599  NGVD 29 (??/??/92)  699.343  (m)         2294.43   (f) ADJ UNCH    2 0
 QB0599
 QB0599.Superseded values are not recommended for survey control.
 QB0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0599.See file dsdata.txt to determine how the superseded data were derived.
 QB0599
 QB0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK779585(NAD 83)
 QB0599_MARKER: DB = BENCH MARK DISK
 QB0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0599_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0599_STAMPING: A-414 1945
 QB0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0599+STABILITY: SURFACE MOTION
 QB0599
 QB0599  HISTORY     - Date     Condition        Report By
 QB0599  HISTORY     - 1945     MONUMENTED       CGS
 QB0599  HISTORY     - 1957     GOOD             NGS
 QB0599
 QB0599                          STATION DESCRIPTION
 QB0599
 QB0599'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QB0599'7.4 MI W FROM RICHLAND.
 QB0599'7.4 MILES WEST ALONG STATE HIGHWAY NO. 86 FROM THE POST OFFICE AT
 QB0599'RICHLAND, SET IN TOP OF CONCRETE POST, 0.6 FEET ABOVE LEVEL OF THE
 QB0599'GROUND, 39 FEET NORTH NORTH WEST OF CENTERLINE OF THE HIGHWAY, 23 FEET
 QB0599'WEST OF FENCE CORNER, 2 FEET SOUTH SOUTH EAST OF THE FENCE LINE, ABOUT
 QB0599'4 FEET ABOVE LEVEL OF THE HIGHWAY, AND 1.9 FEET EAST OF A WHITE WOODEN
 QB0599'WITNESS POST.  NOTE-- 160 NORTH C/L HIGHWAY AND 16.0 FEET ABOVE
 QB0599'HIGHWAY.
 QB0599
 QB0599                          STATION RECOVERY (1957)
 QB0599
 QB0599'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 QB0599'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0533 ***********************************************************************
 QC0533  DESIGNATION -  A 415 RESET
 QC0533  PID         -  QC0533
 QC0533  STATE/COUNTY-  OR/GRANT
 QC0533  USGS QUAD   -  PICTURE GORGE WEST (1990)
 QC0533
 QC0533                         *CURRENT SURVEY CONTROL
 QC0533  ___________________________________________________________________
 QC0533* NAD 83(1986)-  44 32 17.     (N)    119 38 28.     (W)     SCALED    
 QC0533* NAVD 88     -       685.20   (+/-2cm)    2248.0    (feet)  VERTCON   
 QC0533  ___________________________________________________________________
 QC0533  GEOID HEIGHT-         -19.17  (meters)                     GEOID03
 QC0533  VERT ORDER  -  THIRD (See Below)
 QC0533
 QC0533.The horizontal coordinates were scaled from a topographic map and have
 QC0533.an estimated accuracy of +/- 6 seconds.
 QC0533
 QC0533.The NAVD 88 height was computed by applying the VERTCON shift value to
 QC0533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QC0533.The vertical order pertains to the NGVD 29 superseded value.
 QC0533
 QC0533.The geoid height was determined by GEOID03.
 QC0533
 QC0533;                    North         East    Units  Estimated Accuracy
 QC0533;SPC OR N     -    97,190.    2,568,260.      MT  (+/- 180 meters Scaled)
 QC0533
 QC0533                          SUPERSEDED SURVEY CONTROL
 QC0533
 QC0533  NGVD 29 (??/??/??)  684.07   (m)         2244.3    (f) RESET       3  
 QC0533
 QC0533.Superseded values are not recommended for survey control.
 QC0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0533.See file dsdata.txt to determine how the superseded data were derived.
 QC0533
 QC0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKK901350(NAD 83)
 QC0533_MARKER: DB = BENCH MARK DISK
 QC0533_SETTING: 80 = SET IN A BOULDER
 QC0533_SP_SET: BOULDER
 QC0533_STAMPING: A 415 RESET 1963
 QC0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0533+STABILITY: SURFACE MOTION
 QC0533
 QC0533  HISTORY     - Date     Condition        Report By
 QC0533  HISTORY     - 1963     MONUMENTED       CGS
 QC0533  HISTORY     - 1963     GOOD             NGS
 QC0533  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 QC0533  HISTORY     - 19860901 MARK NOT FOUND   USGS
 QC0533
 QC0533                          STATION DESCRIPTION
 QC0533
 QC0533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 QC0533'8.2 MI NW FROM DAYVILLE.
 QC0533'7.1 MILES NORTHWEST ALONG U.S. HIGHWAY 26 FROM THE DAYVILLE POST
 QC0533'OFFICE TO THE JUNCTION WITH STATE HIGHWAY 19, THEN NORTH ALONG STATE
 QC0533'HIGHWAY 19 FOR 1.1 MILES TO THE MARK ON THE LEFT, 70 FEET SOUTHWEST OF
 QC0533'THE CENTER OF THE HIGHWAY, 52 FEET WEST OF MILE POST 123 AND 15 FEET
 QC0533'ABOVE THE LEVEL OF THE HIGHWAY.  CEMENTED IN A DRILL HOLE IN A 1 BY 2
 QC0533'FOOT BOULDER THAT PROJECTS 3 INCHES.
 QC0533
 QC0533                          STATION RECOVERY (1986)
 QC0533
 QC0533'RECOVERY NOTE BY US POWER SQUADRON 1986 (RRB)
 QC0533'MARK NOT FOUND.
 QC0533
 QC0533                          STATION RECOVERY (1986)
 QC0533
 QC0533'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (RBB)
 QC0533'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0331 ***********************************************************************
 RA0331  DESIGNATION -  A 416
 RA0331  PID         -  RA0331
 RA0331  STATE/COUNTY-  OR/WALLOWA
 RA0331  USGS QUAD   -  SQUIRREL PRAIRIE (1995)
 RA0331
 RA0331                         *CURRENT SURVEY CONTROL
 RA0331  ___________________________________________________________________
 RA0331* NAD 83(1986)-  45 15 27.     (N)    116 41 46.     (W)     SCALED    
 RA0331* NAVD 88     -       449.028  (meters)    1473.19   (feet)  ADJUSTED  
 RA0331  ___________________________________________________________________
 RA0331  GEOID HEIGHT-         -15.39  (meters)                     GEOID03
 RA0331  DYNAMIC HT  -         448.876 (meters)    1472.69  (feet)  COMP
 RA0331  MODELED GRAV-     980,267.8   (mgal)                       NAVD 88
 RA0331
 RA0331  VERT ORDER  -  SECOND    CLASS 0
 RA0331
 RA0331.The horizontal coordinates were scaled from a topographic map and have
 RA0331.an estimated accuracy of +/- 6 seconds.
 RA0331
 RA0331.The orthometric height was determined by differential leveling
 RA0331.and adjusted in June 1991.
 RA0331
 RA0331.The geoid height was determined by GEOID03.
 RA0331
 RA0331.The dynamic height is computed by dividing the NAVD 88
 RA0331.geopotential number by the normal gravity value computed on the
 RA0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0331.degrees latitude (g = 980.6199 gals.).
 RA0331
 RA0331.The modeled gravity was interpolated from observed gravity values.
 RA0331
 RA0331;                    North         East    Units  Estimated Accuracy
 RA0331;SPC OR N     -   183,800.    2,798,440.      MT  (+/- 180 meters Scaled)
 RA0331
 RA0331                          SUPERSEDED SURVEY CONTROL
 RA0331
 RA0331  NGVD 29 (??/??/92)  447.911  (m)         1469.52   (f) ADJ UNCH    2 0
 RA0331
 RA0331.Superseded values are not recommended for survey control.
 RA0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0331.See file dsdata.txt to determine how the superseded data were derived.
 RA0331
 RA0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL238116(NAD 83)
 RA0331_MARKER: DB = BENCH MARK DISK
 RA0331_SETTING: 80 = SET IN A BOULDER
 RA0331_SP_SET: BOULDER
 RA0331_STAMPING: A 416 1946
 RA0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0331+STABILITY: SURFACE MOTION
 RA0331
 RA0331  HISTORY     - Date     Condition        Report By
 RA0331  HISTORY     - 1946     MONUMENTED       CGS
 RA0331  HISTORY     - 19870831 MARK NOT FOUND   USPSQD
 RA0331
 RA0331                          STATION DESCRIPTION
 RA0331
 RA0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RA0331'19.65 MI N FROM HOMESTEAD.
 RA0331'ABOUT 19.65 MILES NORTH ALONG THE SNAKE RIVER FROM HOMESTEAD, ON THE
 RA0331'WEST BANK OF THE RIVER, ABOUT 3.3 MILES NORTH OF EAGLE BAR, ABOUT 100
 RA0331'FEET NORTH OF A VERY SWIFT RAPID, AT A SMALL SAND BAR, ABOUT 30 FEET
 RA0331'LOWER THAN A LARGE OVERHANGING ROCK, 3 FEET HIGHER THAN HIGH WATER
 RA0331'LEVEL, A STANDARD DISK SET IN TOP OF A BOULDER WHICH PROJECTS ABOUT 3
 RA0331'FEET ABOVE THE IMMEDIATE GROUND LEVEL.
 RA0331
 RA0331                          STATION RECOVERY (1987)
 RA0331
 RA0331'RECOVERY NOTE BY US POWER SQUADRON 1987 (VPT)
 RA0331'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0326 ***********************************************************************
 RC0326  DESIGNATION -  A 417
 RC0326  PID         -  RC0326
 RC0326  STATE/COUNTY-  OR/GILLIAM
 RC0326  USGS QUAD   -  CONDON (1987)
 RC0326
 RC0326                         *CURRENT SURVEY CONTROL
 RC0326  ___________________________________________________________________
 RC0326* NAD 83(1986)-  45 14 35.     (N)    120 11 50.     (W)     SCALED    
 RC0326* NAVD 88     -       887.865  (meters)    2912.94   (feet)  ADJUSTED  
 RC0326  ___________________________________________________________________
 RC0326  GEOID HEIGHT-         -20.51  (meters)                     GEOID03
 RC0326  DYNAMIC HT  -         887.693 (meters)    2912.37  (feet)  COMP
 RC0326  MODELED GRAV-     980,392.2   (mgal)                       NAVD 88
 RC0326
 RC0326  VERT ORDER  -  SECOND    CLASS 0
 RC0326
 RC0326.The horizontal coordinates were scaled from a topographic map and have
 RC0326.an estimated accuracy of +/- 6 seconds.
 RC0326
 RC0326.The orthometric height was determined by differential leveling
 RC0326.and adjusted in June 1991.
 RC0326
 RC0326.The geoid height was determined by GEOID03.
 RC0326
 RC0326.The dynamic height is computed by dividing the NAVD 88
 RC0326.geopotential number by the normal gravity value computed on the
 RC0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0326.degrees latitude (g = 980.6199 gals.).
 RC0326
 RC0326.The modeled gravity was interpolated from observed gravity values.
 RC0326
 RC0326;                    North         East    Units  Estimated Accuracy
 RC0326;SPC OR N     -   175,220.    2,523,770.      MT  (+/- 180 meters Scaled)
 RC0326
 RC0326                          SUPERSEDED SURVEY CONTROL
 RC0326
 RC0326  NGVD 29 (??/??/92)  886.774  (m)         2909.36   (f) ADJ UNCH    2 0
 RC0326
 RC0326.Superseded values are not recommended for survey control.
 RC0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0326.See file dsdata.txt to determine how the superseded data were derived.
 RC0326
 RC0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGR199137(NAD 83)
 RC0326_MARKER: DB = BENCH MARK DISK
 RC0326_SETTING: 0 = UNSPECIFIED SETTING
 RC0326_STAMPING: A 417 1946
 RC0326_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC0326
 RC0326  HISTORY     - Date     Condition        Report By
 RC0326  HISTORY     - 1946     MONUMENTED       CGS
 RC0326  HISTORY     - 1970     GOOD             USGS
 RC0326
 RC0326                          STATION DESCRIPTION
 RC0326
 RC0326'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 RC0326'1.2 MI NW FROM CONDON CITY HALL.
 RC0326'REACHED FROM THE CONDON POST OFFICE, GO NORTH ON MAIN STREET FOR 0.6
 RC0326'MILE TO OLD COTTONWOOD ROAD, TURN LEFT (WEST) AND GO ON OLD COTTONWOOD
 RC0326'ROAD FOR 0.6 MILE, 28.5 FEET NORTH OF THE CENTERLINE OF THE ROAD, 101
 RC0326'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A LARGE BARN, ONE FOOT SOUTH
 RC0326'OF A FENCE AND ONE FOOT SOUTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0359 ***********************************************************************
 RC0359  DESIGNATION -  A 418
 RC0359  PID         -  RC0359
 RC0359  STATE/COUNTY-  OR/GILLIAM
 RC0359  USGS QUAD   -  ESAU CANYON (1970)
 RC0359
 RC0359                         *CURRENT SURVEY CONTROL
 RC0359  ___________________________________________________________________
 RC0359* NAD 83(1986)-  45 25 24.     (N)    120 27 23.     (W)     SCALED    
 RC0359* NAVD 88     -       590.041  (meters)    1935.83   (feet)  ADJUSTED  
 RC0359  ___________________________________________________________________
 RC0359  GEOID HEIGHT-         -21.23  (meters)                     GEOID03
 RC0359  DYNAMIC HT  -         589.966 (meters)    1935.58  (feet)  COMP
 RC0359  MODELED GRAV-     980,470.4   (mgal)                       NAVD 88
 RC0359
 RC0359  VERT ORDER  -  SECOND    CLASS 0
 RC0359
 RC0359.The horizontal coordinates were scaled from a topographic map and have
 RC0359.an estimated accuracy of +/- 6 seconds.
 RC0359
 RC0359.The orthometric height was determined by differential leveling
 RC0359.and adjusted in June 1991.
 RC0359
 RC0359.The geoid height was determined by GEOID03.
 RC0359
 RC0359.The dynamic height is computed by dividing the NAVD 88
 RC0359.geopotential number by the normal gravity value computed on the
 RC0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0359.degrees latitude (g = 980.6199 gals.).
 RC0359
 RC0359.The modeled gravity was interpolated from observed gravity values.
 RC0359
 RC0359;                    North         East    Units  Estimated Accuracy
 RC0359;SPC OR N     -   195,210.    2,503,410.      MT  (+/- 180 meters Scaled)
 RC0359
 RC0359                          SUPERSEDED SURVEY CONTROL
 RC0359
 RC0359  NGVD 29 (??/??/92)  589.016  (m)         1932.46   (f) ADJ UNCH    2 0
 RC0359
 RC0359.Superseded values are not recommended for survey control.
 RC0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0359.See file dsdata.txt to determine how the superseded data were derived.
 RC0359
 RC0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR989331(NAD 83)
 RC0359_MARKER: DB = BENCH MARK DISK
 RC0359_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RC0359_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RC0359_STAMPING: A 418 1946
 RC0359_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC0359
 RC0359  HISTORY     - Date     Condition        Report By
 RC0359  HISTORY     - 1946     MONUMENTED       CGS
 RC0359  HISTORY     - 1962     MARK NOT FOUND   NGS
 RC0359
 RC0359                          STATION DESCRIPTION
 RC0359
 RC0359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RC0359'23.65 MI NW FROM CONDON.
 RC0359'ALONG STATE HIGHWAY 206, ABOUT 23.65 MILES NORTHWEST OF CONDON CITY
 RC0359'HALL, AT JUNCTION OF SIDE ROAD WITH THE HIGHWAY, 34 FEET NORTH OF THE
 RC0359'CENTER LINE OF THE HIGHWAY, 47 FEET EAST OF THE CENTER LINE OF THE
 RC0359'SIDE ROAD, 15.4 FEET EAST OF A FENCE CORNER POST, 2.4 FEET WEST OF A
 RC0359'WITNESS POST, 1.4 FEET SOUTH OF BARBED WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0751 ***********************************************************************
 QD0751  DESIGNATION -  A 419
 QD0751  PID         -  QD0751
 QD0751  STATE/COUNTY-  OR/DESCHUTES
 QD0751  USGS QUAD   -  TUMALO (1962)
 QD0751
 QD0751                         *CURRENT SURVEY CONTROL
 QD0751  ___________________________________________________________________
 QD0751* NAD 83(1986)-  44 14 40.     (N)    121 15 04.     (W)     SCALED    
 QD0751* NAVD 88     -       883.123  (meters)    2897.38   (feet)  ADJUSTED  
 QD0751  ___________________________________________________________________
 QD0751  GEOID HEIGHT-         -21.23  (meters)                     GEOID03
 QD0751  DYNAMIC HT  -         882.816 (meters)    2896.37  (feet)  COMP
 QD0751  MODELED GRAV-     980,242.2   (mgal)                       NAVD 88
 QD0751
 QD0751  VERT ORDER  -  SECOND    CLASS 0
 QD0751
 QD0751.The horizontal coordinates were scaled from a topographic map and have
 QD0751.an estimated accuracy of +/- 6 seconds.
 QD0751
 QD0751.The orthometric height was determined by differential leveling
 QD0751.and adjusted in June 1991.
 QD0751
 QD0751.The geoid height was determined by GEOID03.
 QD0751
 QD0751.The dynamic height is computed by dividing the NAVD 88
 QD0751.geopotential number by the normal gravity value computed on the
 QD0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0751.degrees latitude (g = 980.6199 gals.).
 QD0751
 QD0751.The modeled gravity was interpolated from observed gravity values.
 QD0751
 QD0751;                    North         East    Units  Estimated Accuracy
 QD0751;SPC OR S     -   286,640.    1,440,000.      MT  (+/- 180 meters Scaled)
 QD0751
 QD0751                          SUPERSEDED SURVEY CONTROL
 QD0751
 QD0751  NGVD 29 (??/??/92)  882.009  (m)         2893.72   (f) ADJ UNCH    2 0
 QD0751
 QD0751.Superseded values are not recommended for survey control.
 QD0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0751.See file dsdata.txt to determine how the superseded data were derived.
 QD0751
 QD0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ396005(NAD 83)
 QD0751_MARKER: DB = BENCH MARK DISK
 QD0751_SETTING: 80 = SET IN A BOULDER
 QD0751_SP_SET: BOULDER
 QD0751_STAMPING: A 419 1946
 QD0751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0751+STABILITY: SURFACE MOTION
 QD0751
 QD0751  HISTORY     - Date     Condition        Report By
 QD0751  HISTORY     - 1946     MONUMENTED       CGS
 QD0751
 QD0751                          STATION DESCRIPTION
 QD0751
 QD0751'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 QD0751'2.2 MI S FROM CLINE FALLS.
 QD0751'ABOUT 2.2 MILES SOUTH OF CLINE FALLS ALONG DESCHUTES RIVER, SET IN
 QD0751'LARGE FLAT TOPPED BOULDER ON EAST BANK OF RIVER ABOUT 250 YARDS
 QD0751'DOWNSTREAM FROM PUMPING PLANT OF REDMOND WATER WORKS, ABOUT 40 YARDS
 QD0751'UPSTREAM FROM UPPER END OF RAPIDS IN BEND OF RIVER, 20 FEET FROM EDGE
 QD0751'OF WATER, ABOUT 10 FEET ABOVE WATER LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0230 ***********************************************************************
 OA0230  DESIGNATION -  A 42
 OA0230  PID         -  OA0230
 OA0230  STATE/COUNTY-  OR/CURRY
 OA0230  USGS QUAD   -  CARPENTERVILLE (1986)
 OA0230
 OA0230                         *CURRENT SURVEY CONTROL
 OA0230  ___________________________________________________________________
 OA0230* NAD 83(1986)-  42 14 48.     (N)    124 22 09.     (W)     SCALED    
 OA0230* NAVD 88     -       239.107  (meters)     784.47   (feet)  ADJUSTED  
 OA0230  ___________________________________________________________________
 OA0230  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 OA0230  DYNAMIC HT  -         239.034 (meters)     784.23  (feet)  COMP
 OA0230  MODELED GRAV-     980,307.3   (mgal)                       NAVD 88
 OA0230
 OA0230  VERT ORDER  -  FIRST     CLASS II
 OA0230
 OA0230.The horizontal coordinates were scaled from a topographic map and have
 OA0230.an estimated accuracy of +/- 6 seconds.
 OA0230
 OA0230.The orthometric height was determined by differential leveling
 OA0230.and adjusted in June 1991.
 OA0230
 OA0230.The geoid height was determined by GEOID03.
 OA0230
 OA0230.The dynamic height is computed by dividing the NAVD 88
 OA0230.geopotential number by the normal gravity value computed on the
 OA0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0230.degrees latitude (g = 980.6199 gals.).
 OA0230
 OA0230.The modeled gravity was interpolated from observed gravity values.
 OA0230
 OA0230;                    North         East    Units  Estimated Accuracy
 OA0230;SPC OR S     -    71,810.    1,180,780.      MT  (+/- 180 meters Scaled)
 OA0230
 OA0230                          SUPERSEDED SURVEY CONTROL
 OA0230
 OA0230  NGVD 29 (12/02/92)  238.010  (m)          780.87   (f) ADJUSTED    1 2
 OA0230
 OA0230.Superseded values are not recommended for survey control.
 OA0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0230.See file dsdata.txt to determine how the superseded data were derived.
 OA0230
 OA0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCM870780(NAD 83)
 OA0230_MARKER: DB = BENCH MARK DISK
 OA0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA0230_SP_SET: CONCRETE POST
 OA0230_STAMPING: A 42 1931
 OA0230_MARK LOGO: CGS   
 OA0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0230+STABILITY: SURFACE MOTION
 OA0230
 OA0230  HISTORY     - Date     Condition        Report By
 OA0230  HISTORY     - 1931     MONUMENTED       CGS
 OA0230  HISTORY     - 1941     GOOD             NGS
 OA0230  HISTORY     - 1982     GOOD             USGS
 OA0230  HISTORY     - 1985     GOOD             USPSQD
 OA0230  HISTORY     - 1988     GOOD             NGS
 OA0230
 OA0230                          STATION DESCRIPTION
 OA0230
 OA0230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 OA0230'17.5 MI S FROM GOLD BEACH.
 OA0230'17.5 MILES SOUTH ALONG THE OREGON COAST HIGHWAY (U.S. 101) FROM THE
 OA0230'POST OFFICE AT GOLD BEACH, CURRY COUNTY, ABOUT 4.0 MILES SOUTH OF A
 OA0230'BRIDGE OVER PISTOL RIVER, ABOUT MIDWAY OF A SHORT TANGENT BETWEEN TWO
 OA0230'SHARP CURVES, OPPOSITE A CUT-BANK, 25 FEET WEST OF THE CENTER LINE OF
 OA0230'THE HIGHWAY, 21 FEET NORTHEAST OF A BLAZED 60-INCH FIR TREE, AND AT A
 OA0230'4- BY 4-INCH WHITE WOODEN POST STENCILED U.S.B.M.  A STANDARD DISK,
 OA0230'STAMPED A 42 1931 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OA0230'ABOUT 6 INCHES ABOVE GROUND.
 OA0230
 OA0230                          STATION RECOVERY (1982)
 OA0230
 OA0230'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 OA0230'17.5 MILES SOUTH ALONG THE OREGON COAST HWY. FROM THE POST OFFICE AT
 OA0230'GOLD BEACH, 4.4 MILES SOUTH AND EAST ALONG CARPENTERVILLE RD. FROM
 OA0230'POST OFFICE AT PISTOL RIVER, 0.3 MILE SOUTHEAST OF MILEPOST 345, 25
 OA0230'FT. WEST OF CENTERLINE OF RD. 21 FT. NORTHEAST OF 60-INCH FIR STUMP,
 OA0230'1 FT. EAST OF STEEL WITNESS POST, SET IN CONCRETE POST PROJECTING 0.3
 OA0230'FT., STANDARD USC AND GS TABLET STAMPED ' A 42 1931'.
 OA0230
 OA0230                          STATION RECOVERY (1985)
 OA0230
 OA0230'RECOVERY NOTE BY US POWER SQUADRON 1985
 OA0230'60 INCH FIR TREE IS GONE. MARK NOW ABOUT LEVEL WITH GROUND SURFACE
 OA0230'AND ABOUT 1 FOOT BELOW LEVEL AT PAVEMENT.
 OA0230
 OA0230                          STATION RECOVERY (1988)
 OA0230
 OA0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 OA0230'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  15.2 KM
 OA0230'(9.45 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE COURTHOUSE IN GOLD
 OA0230'BEACH, THENCE 9.5 KM (5.90 MI) SOUTHERLY ALONG PISTOL RIVER AND
 OA0230'CARPENTERVILLE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0773 ***********************************************************************
 QD0773  DESIGNATION -  A 420
 QD0773  PID         -  QD0773
 QD0773  STATE/COUNTY-  OR/DESCHUTES
 QD0773  USGS QUAD   -  STEELHEAD FALLS (1992)
 QD0773
 QD0773                         *CURRENT SURVEY CONTROL
 QD0773  ___________________________________________________________________
 QD0773* NAD 83(1986)-  44 22 40.     (N)    121 17 14.     (W)     SCALED    
 QD0773* NAVD 88     -       748.618  (meters)    2456.09   (feet)  ADJUSTED  
 QD0773  ___________________________________________________________________
 QD0773  GEOID HEIGHT-         -21.37  (meters)                     GEOID03
 QD0773  DYNAMIC HT  -         748.388 (meters)    2455.34  (feet)  COMP
 QD0773  MODELED GRAV-     980,286.8   (mgal)                       NAVD 88
 QD0773
 QD0773  VERT ORDER  -  SECOND    CLASS 0
 QD0773
 QD0773.The horizontal coordinates were scaled from a topographic map and have
 QD0773.an estimated accuracy of +/- 6 seconds.
 QD0773
 QD0773.The orthometric height was determined by differential leveling
 QD0773.and adjusted in June 1991.
 QD0773
 QD0773.The geoid height was determined by GEOID03.
 QD0773
 QD0773.The dynamic height is computed by dividing the NAVD 88
 QD0773.geopotential number by the normal gravity value computed on the
 QD0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0773.degrees latitude (g = 980.6199 gals.).
 QD0773
 QD0773.The modeled gravity was interpolated from observed gravity values.
 QD0773
 QD0773;                    North         East    Units  Estimated Accuracy
 QD0773;SPC OR S     -   301,480.    1,437,260.      MT  (+/- 180 meters Scaled)
 QD0773
 QD0773                          SUPERSEDED SURVEY CONTROL
 QD0773
 QD0773  NGVD 29 (??/??/92)  747.526  (m)         2452.51   (f) ADJ UNCH    2 0
 QD0773
 QD0773.Superseded values are not recommended for survey control.
 QD0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0773.See file dsdata.txt to determine how the superseded data were derived.
 QD0773
 QD0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ364152(NAD 83)
 QD0773_MARKER: DB = BENCH MARK DISK
 QD0773_SETTING: 80 = SET IN A BOULDER
 QD0773_SP_SET: BOULDER
 QD0773_STAMPING: A 420 1946
 QD0773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0773+STABILITY: SURFACE MOTION
 QD0773
 QD0773  HISTORY     - Date     Condition        Report By
 QD0773  HISTORY     - 1946     MONUMENTED       CGS
 QD0773
 QD0773                          STATION DESCRIPTION
 QD0773
 QD0773'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 QD0773'2 MI N FROM LOWER BRIDGE.
 QD0773'ALONG DESCHUTES RIVER, ABOUT 2 MILES NORTH OF LOWER BRIDGE, AT UPPER
 QD0773'END OF RAPIDS IN RIGHT ANGLED BEND IN RIVER, SET IN LARGE BOULDER ON
 QD0773'WEST BANK ABOUT 20 FEET ABOVE THE RIVER, 15 FEET DOWN SLOPE FROM BASE
 QD0773'OF CLIFF.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0747 ***********************************************************************
 RA0747  DESIGNATION -  A 421
 RA0747  PID         -  RA0747
 RA0747  STATE/COUNTY-  OR/BAKER
 RA0747  USGS QUAD   -  DEADMAN POINT (1990)
 RA0747
 RA0747                         *CURRENT SURVEY CONTROL
 RA0747  ___________________________________________________________________
 RA0747* NAD 83(1986)-  45 04 58.     (N)    117 02 29.     (W)     SCALED    
 RA0747* NAVD 88     -      1993.842  (meters)    6541.46   (feet)  ADJUSTED  
 RA0747  ___________________________________________________________________
 RA0747  GEOID HEIGHT-         -15.52  (meters)                     GEOID03
 RA0747  DYNAMIC HT  -        1992.942 (meters)    6538.51  (feet)  COMP
 RA0747  MODELED GRAV-     980,092.9   (mgal)                       NAVD 88
 RA0747
 RA0747  VERT ORDER  -  SECOND    CLASS 0
 RA0747
 RA0747.The horizontal coordinates were scaled from a topographic map and have
 RA0747.an estimated accuracy of +/- 6 seconds.
 RA0747
 RA0747.The orthometric height was determined by differential leveling
 RA0747.and adjusted in June 1991.
 RA0747
 RA0747.The geoid height was determined by GEOID03.
 RA0747
 RA0747.The dynamic height is computed by dividing the NAVD 88
 RA0747.geopotential number by the normal gravity value computed on the
 RA0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0747.degrees latitude (g = 980.6199 gals.).
 RA0747
 RA0747.The modeled gravity was interpolated from observed gravity values.
 RA0747
 RA0747;                    North         East    Units  Estimated Accuracy
 RA0747;SPC OR N     -   163,190.    2,772,200.      MT  (+/- 180 meters Scaled)
 RA0747
 RA0747                          SUPERSEDED SURVEY CONTROL
 RA0747
 RA0747  NGVD 29 (??/??/92) 1992.542  (m)         6537.20   (f) ADJ UNCH    2 0
 RA0747
 RA0747.Superseded values are not recommended for survey control.
 RA0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0747.See file dsdata.txt to determine how the superseded data were derived.
 RA0747
 RA0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK967921(NAD 83)
 RA0747_MARKER: DB = BENCH MARK DISK
 RA0747_SETTING: 80 = SET IN A BOULDER
 RA0747_SP_SET: BOULDER
 RA0747_STAMPING: A 421 1946
 RA0747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0747+STABILITY: SURFACE MOTION
 RA0747
 RA0747  HISTORY     - Date     Condition        Report By
 RA0747  HISTORY     - 1946     MONUMENTED       CGS
 RA0747
 RA0747                          STATION DESCRIPTION
 RA0747
 RA0747'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RA0747'24.9 MI N FROM HALFWAY.
 RA0747'ABOUT 20.2 MILES NORTH ALONG THE FISH LAKE ROAD FROM THE POST OFFICE
 RA0747'AT HALFWAY, THENCE 4.7 MILES NORTH ALONG A DIM ROAD, ABOUT 0.8 MILE
 RA0747'NORTH OF TWIN LAKES, AT A CLEARING ON THE SIDE OF A HILL, 36 FEET
 RA0747'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 33 FEET EAST OF A 10-INCH
 RA0747'PINE TREE WHICH SUPPORTS A TELEPHONE LINE, ABOUT THE SAME ELEVATION AS
 RA0747'THE ROAD, AND SET IN THE TOP OF A FLAT BOULDER PROJECTING ABOUT 2 1/2
 RA0747'FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0574 ***********************************************************************
 QB0574  DESIGNATION -  A 422
 QB0574  PID         -  QB0574
 QB0574  STATE/COUNTY-  OR/BAKER
 QB0574  USGS QUAD   -  KEATING (1994)
 QB0574
 QB0574                         *CURRENT SURVEY CONTROL
 QB0574  ___________________________________________________________________
 QB0574* NAD 83(1986)-  44 50 04.     (N)    117 32 36.     (W)     SCALED    
 QB0574* NAVD 88     -       833.977  (meters)    2736.14   (feet)  ADJUSTED  
 QB0574  ___________________________________________________________________
 QB0574  GEOID HEIGHT-         -16.81  (meters)                     GEOID03
 QB0574  DYNAMIC HT  -         833.758 (meters)    2735.42  (feet)  COMP
 QB0574  MODELED GRAV-     980,326.5   (mgal)                       NAVD 88
 QB0574
 QB0574  VERT ORDER  -  SECOND    CLASS 0
 QB0574
 QB0574.The horizontal coordinates were scaled from a topographic map and have
 QB0574.an estimated accuracy of +/- 6 seconds.
 QB0574
 QB0574.The orthometric height was determined by differential leveling
 QB0574.and adjusted in June 1991.
 QB0574
 QB0574.The geoid height was determined by GEOID03.
 QB0574
 QB0574.The dynamic height is computed by dividing the NAVD 88
 QB0574.geopotential number by the normal gravity value computed on the
 QB0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0574.degrees latitude (g = 980.6199 gals.).
 QB0574
 QB0574.The modeled gravity was interpolated from observed gravity values.
 QB0574
 QB0574;                    North         East    Units  Estimated Accuracy
 QB0574;SPC OR N     -   134,040.    2,733,720.      MT  (+/- 180 meters Scaled)
 QB0574
 QB0574                          SUPERSEDED SURVEY CONTROL
 QB0574
 QB0574  NGVD 29 (??/??/92)  832.904  (m)         2732.62   (f) ADJ UNCH    2 0
 QB0574
 QB0574.Superseded values are not recommended for survey control.
 QB0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0574.See file dsdata.txt to determine how the superseded data were derived.
 QB0574
 QB0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK570647(NAD 83)
 QB0574_MARKER: DB = BENCH MARK DISK
 QB0574_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QB0574_SP_SET: CULVERT
 QB0574_STAMPING: A 422 1946
 QB0574_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB0574
 QB0574  HISTORY     - Date     Condition        Report By
 QB0574  HISTORY     - 1946     MONUMENTED       CGS
 QB0574
 QB0574                          STATION DESCRIPTION
 QB0574
 QB0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 QB0574'16.9 MI E FROM BAKER.
 QB0574'ALONG STATE HIGHWAY NO. 86, 16.9 MILES EAST OF THE POST OFFICE AT
 QB0574'BAKER, ABOUT 300 FEET WEST OF A SQUARE TWO-STORY RANCH HOUSE, 18.5
 QB0574'FEET SOUTH OF CENTER OF THE HIGHWAY, SET IN TOP OF AND 1.2 FOOT EAST
 QB0574'OF THE WEST END OF THE SOUTH HEADWALL OF A CONCRETE BOX CULVERT, ABOUT
 QB0574'1 FOOT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0107 ***********************************************************************
 QD0107  DESIGNATION -  A 423
 QD0107  PID         -  QD0107
 QD0107  STATE/COUNTY-  OR/WHEELER
 QD0107  USGS QUAD   -  ROWE CREEK (1987)
 QD0107
 QD0107                         *CURRENT SURVEY CONTROL
 QD0107  ___________________________________________________________________
 QD0107* NAD 83(1986)-  44 45 05.     (N)    120 14 26.     (W)     SCALED    
 QD0107* NAVD 88     -       463.396  (meters)    1520.33   (feet)  ADJUSTED  
 QD0107  ___________________________________________________________________
 QD0107  GEOID HEIGHT-         -20.43  (meters)                     GEOID03
 QD0107  DYNAMIC HT  -         463.279 (meters)    1519.94  (feet)  COMP
 QD0107  MODELED GRAV-     980,352.1   (mgal)                       NAVD 88
 QD0107
 QD0107  VERT ORDER  -  SECOND    CLASS 0
 QD0107
 QD0107.The horizontal coordinates were scaled from a topographic map and have
 QD0107.an estimated accuracy of +/- 6 seconds.
 QD0107
 QD0107.The orthometric height was determined by differential leveling
 QD0107.and adjusted in June 1991.
 QD0107
 QD0107.The geoid height was determined by GEOID03.
 QD0107
 QD0107.The dynamic height is computed by dividing the NAVD 88
 QD0107.geopotential number by the normal gravity value computed on the
 QD0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0107.degrees latitude (g = 980.6199 gals.).
 QD0107
 QD0107.The modeled gravity was interpolated from observed gravity values.
 QD0107
 QD0107;                    North         East    Units  Estimated Accuracy
 QD0107;SPC OR N     -   120,570.    2,520,540.      MT  (+/- 180 meters Scaled)
 QD0107
 QD0107                          SUPERSEDED SURVEY CONTROL
 QD0107
 QD0107  NGVD 29 (??/??/92)  462.277  (m)         1516.65   (f) ADJ UNCH    2 0
 QD0107
 QD0107.Superseded values are not recommended for survey control.
 QD0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0107.See file dsdata.txt to determine how the superseded data were derived.
 QD0107
 QD0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGQ184590(NAD 83)
 QD0107_MARKER: DB = BENCH MARK DISK
 QD0107_SETTING: 66 = SET IN ROCK OUTCROP
 QD0107_SP_SET: ROCK OUTCROP
 QD0107_STAMPING: A 423 1946
 QD0107_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QD0107+STABILITY: POSITION/ELEVATION WELL
 QD0107
 QD0107  HISTORY     - Date     Condition        Report By
 QD0107  HISTORY     - 1946     MONUMENTED       CGS
 QD0107  HISTORY     - 1968     MARK NOT FOUND   NGS
 QD0107
 QD0107                          STATION DESCRIPTION
 QD0107
 QD0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 QD0107'4.5 MI W FROM TWICKENHAM.
 QD0107'ABOUT 4.5 MILES WEST ALONG THE JOHN DAY RIVER FROM THE BRIDGE AT
 QD0107'TWICKINGHAM, SET IN THE APPROXIMATE CENTER OF A LARGE BED OF
 QD0107'OUTCROPPING ROCK, ON THE NORTH BANK OF THE RIVER, 45 FEET EAST OF A
 QD0107'SMALL JUNIPER TREE, 28 FEET NORTH OF THE EDGE OF THE RIVER, ABOUT 12
 QD0107'FEET BELOW A FLAT BAR ABOVE THE RIVER BANK, ABOUT 5 FEET ABOVE THE
 QD0107'HIGH WATER MARK.
 QD0107
 QD0107                          STATION RECOVERY (1968)
 QD0107
 QD0107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 QD0107'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0370 ***********************************************************************
 RC0370  DESIGNATION -  A 424
 RC0370  PID         -  RC0370
 RC0370  STATE/COUNTY-  OR/WASCO
 RC0370  USGS QUAD   -  CHIMNEY SPRINGS (1970)
 RC0370
 RC0370                         *CURRENT SURVEY CONTROL
 RC0370  ___________________________________________________________________
 RC0370* NAD 83(1986)-  45 01 47.     (N)    120 29 19.     (W)     SCALED    
 RC0370* NAVD 88     -       359.474  (meters)    1179.37   (feet)  ADJUSTED  
 RC0370  ___________________________________________________________________
 RC0370  GEOID HEIGHT-         -20.54  (meters)                     GEOID03
 RC0370  DYNAMIC HT  -         359.404 (meters)    1179.14  (feet)  COMP
 RC0370  MODELED GRAV-     980,412.5   (mgal)                       NAVD 88
 RC0370
 RC0370  VERT ORDER  -  SECOND    CLASS 0
 RC0370
 RC0370.The horizontal coordinates were scaled from a topographic map and have
 RC0370.an estimated accuracy of +/- 6 seconds.
 RC0370
 RC0370.The orthometric height was determined by differential leveling
 RC0370.and adjusted in June 1991.
 RC0370
 RC0370.The geoid height was determined by GEOID03.
 RC0370
 RC0370.The dynamic height is computed by dividing the NAVD 88
 RC0370.geopotential number by the normal gravity value computed on the
 RC0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0370.degrees latitude (g = 980.6199 gals.).
 RC0370
 RC0370.The modeled gravity was interpolated from observed gravity values.
 RC0370
 RC0370;                    North         East    Units  Estimated Accuracy
 RC0370;SPC OR N     -   151,460.    2,500,900.      MT  (+/- 180 meters Scaled)
 RC0370
 RC0370                          SUPERSEDED SURVEY CONTROL
 RC0370
 RC0370  NGVD 29 (??/??/92)  358.392  (m)         1175.82   (f) ADJ UNCH    2 0
 RC0370
 RC0370.Superseded values are not recommended for survey control.
 RC0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0370.See file dsdata.txt to determine how the superseded data were derived.
 RC0370
 RC0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ978893(NAD 83)
 RC0370_MARKER: DB = BENCH MARK DISK
 RC0370_SETTING: 66 = SET IN ROCK OUTCROP
 RC0370_SP_SET: ROCK CLIFF
 RC0370_STAMPING: A 424 1946
 RC0370_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RC0370+STABILITY: POSITION/ELEVATION WELL
 RC0370
 RC0370  HISTORY     - Date     Condition        Report By
 RC0370  HISTORY     - 1946     MONUMENTED       CGS
 RC0370
 RC0370                          STATION DESCRIPTION
 RC0370
 RC0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RC0370'12.4 MI N FROM CLARNO.
 RC0370'ABOUT 12.4 MILES NORTH ALONG THE JOHN DAY RIVER FROM THE POST OFFICE
 RC0370'AT CLARNO, SET IN THE MIDDLE SHELF OF A STAIR SHAPED CLIFF EXTENDING
 RC0370'OUT INTO THE RIVER FAR ENOUGH TO THROW THE RIVER INTO A SHARP CURVE,
 RC0370'202 FEET SOUTH OF THE SOUTH END OF A LARGE GRAVEL BAR, 14 FEET NORTH
 RC0370'OF A LARGE JUNIPER TREE USED AS A FENCE POST, 13 FEET NORTH OF A
 RC0370'EAST-WEST WIRE FENCE, 13 FEET WEST OF THE EDGE OF THE RIVER, ABOUT 5
 RC0370'FEET ABOVE THE IMMEDIATE HIGH WATER MARK OF THE RIVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0266 ***********************************************************************
 RC0266  DESIGNATION -  A 425
 RC0266  PID         -  RC0266
 RC0266  STATE/COUNTY-  OR/GILLIAM
 RC0266  USGS QUAD   -  INDIAN COVE (1970)
 RC0266
 RC0266                         *CURRENT SURVEY CONTROL
 RC0266  ___________________________________________________________________
 RC0266* NAD 83(1986)-  45 16 39.     (N)    120 32 25.     (W)     SCALED    
 RC0266* NAVD 88     -       248.443  (meters)     815.10   (feet)  ADJUSTED  
 RC0266  ___________________________________________________________________
 RC0266  GEOID HEIGHT-         -20.95  (meters)                     GEOID03
 RC0266  DYNAMIC HT  -         248.392 (meters)     814.93  (feet)  COMP
 RC0266  MODELED GRAV-     980,409.7   (mgal)                       NAVD 88
 RC0266
 RC0266  VERT ORDER  -  SECOND    CLASS 0
 RC0266
 RC0266.The horizontal coordinates were scaled from a topographic map and have
 RC0266.an estimated accuracy of +/- 6 seconds.
 RC0266
 RC0266.The orthometric height was determined by differential leveling
 RC0266.and adjusted in June 1991.
 RC0266
 RC0266.The geoid height was determined by GEOID03.
 RC0266
 RC0266.The dynamic height is computed by dividing the NAVD 88
 RC0266.geopotential number by the normal gravity value computed on the
 RC0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0266.degrees latitude (g = 980.6199 gals.).
 RC0266
 RC0266.The modeled gravity was interpolated from observed gravity values.
 RC0266
 RC0266;                    North         East    Units  Estimated Accuracy
 RC0266;SPC OR N     -   179,000.    2,496,840.      MT  (+/- 180 meters Scaled)
 RC0266
 RC0266                          SUPERSEDED SURVEY CONTROL
 RC0266
 RC0266  NGVD 29 (??/??/92)  247.382  (m)          811.62   (f) ADJ UNCH    2 0
 RC0266
 RC0266.Superseded values are not recommended for survey control.
 RC0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0266.See file dsdata.txt to determine how the superseded data were derived.
 RC0266
 RC0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR929167(NAD 83)
 RC0266_MARKER: DB = BENCH MARK DISK
 RC0266_SETTING: 80 = SET IN A BOULDER
 RC0266_SP_SET: BOULDER
 RC0266_STAMPING: A 425 1946
 RC0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0266+STABILITY: SURFACE MOTION
 RC0266
 RC0266  HISTORY     - Date     Condition        Report By
 RC0266  HISTORY     - 1946     MONUMENTED       CGS
 RC0266
 RC0266                          STATION DESCRIPTION
 RC0266
 RC0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RC0266'43.6 MI N FROM CLARNO.
 RC0266'ABOUT 43.6 MILES NORTH ALONG THE JOHN DAY RIVER FROM THE POST OFFICE
 RC0266'AT CLARNO, SET IN THE TOP OF A LARGE BOULDER IN THE CENTER OF A ROCKY
 RC0266'BAR, 109 FEET NORTH OF THE MOUTH OF A SMALL CREEK, 69 FEET EAST OF THE
 RC0266'EDGE OF THE RIVER, 31 FEET SOUTH OF A SMALL MAHOGONEY TREE, ABOUT 4
 RC0266'FEET ABOVE THE IMMEDIATE GROUND LEVEL, 1 FOOT ABOVE THE HIGH WATER
 RC0266'MARK OF THE RIVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0071 ***********************************************************************
 QE0071  DESIGNATION -  A 426
 QE0071  PID         -  QE0071
 QE0071  STATE/COUNTY-  OR/MARION
 QE0071  USGS QUAD   -  MOTHER LODE MOUNTAIN (1994)
 QE0071
 QE0071                         *CURRENT SURVEY CONTROL
 QE0071  ___________________________________________________________________
 QE0071* NAD 83(1986)-  44 46 49.     (N)    122 04 43.     (W)     SCALED    
 QE0071* NAVD 88     -       614.407  (meters)    2015.77   (feet)  ADJUSTED  
 QE0071  ___________________________________________________________________
 QE0071  GEOID HEIGHT-         -21.64  (meters)                     GEOID03
 QE0071  DYNAMIC HT  -         614.279 (meters)    2015.35  (feet)  COMP
 QE0071  MODELED GRAV-     980,389.1   (mgal)                       NAVD 88
 QE0071
 QE0071  VERT ORDER  -  SECOND    CLASS 0
 QE0071
 QE0071.The horizontal coordinates were scaled from a topographic map and have
 QE0071.an estimated accuracy of +/- 6 seconds.
 QE0071
 QE0071.The orthometric height was determined by differential leveling
 QE0071.and adjusted in June 1991.
 QE0071
 QE0071.The geoid height was determined by GEOID03.
 QE0071
 QE0071.The dynamic height is computed by dividing the NAVD 88
 QE0071.geopotential number by the normal gravity value computed on the
 QE0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0071.degrees latitude (g = 980.6199 gals.).
 QE0071
 QE0071.The modeled gravity was interpolated from observed gravity values.
 QE0071
 QE0071;                    North         East    Units  Estimated Accuracy
 QE0071;SPC OR N     -   124,970.    2,375,080.      MT  (+/- 180 meters Scaled)
 QE0071
 QE0071                          SUPERSEDED SURVEY CONTROL
 QE0071
 QE0071  NGVD 29 (??/??/92)  613.312  (m)         2012.17   (f) ADJ UNCH    2 0
 QE0071
 QE0071.Superseded values are not recommended for survey control.
 QE0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0071.See file dsdata.txt to determine how the superseded data were derived.
 QE0071
 QE0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ728589(NAD 83)
 QE0071_MARKER: DB = BENCH MARK DISK
 QE0071_SETTING: 66 = SET IN ROCK OUTCROP
 QE0071_SP_SET: OUTCROP
 QE0071_STAMPING: A 426 1946
 QE0071_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QE0071+STABILITY: POSITION/ELEVATION WELL
 QE0071
 QE0071  HISTORY     - Date     Condition        Report By
 QE0071  HISTORY     - 1946     MONUMENTED       CGS
 QE0071  HISTORY     - 1955     MARK NOT FOUND   NGS
 QE0071  HISTORY     - 19950925 MARK NOT FOUND   NGS
 QE0071
 QE0071                          STATION DESCRIPTION
 QE0071
 QE0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 QE0071'6.6 MI NE FROM DETROIT.
 QE0071'ABOUT 6.0 MILES NORTHEAST ALONG THE BREITENBUSH ROAD FROM THE POST
 QE0071'OFFICE AT DETROIT, THENCE 0.6 MILE NORTH ALONG THE ELK LAKE FOREST
 QE0071'SERVICE ROAD, AT A ROCK CUT, 10 FEET WEST OF THE CENTER LINE OF THE
 QE0071'ROAD, SET IN TOP OF A ROCK OUTCROP WHICH PROJECTS ABOUT 2.5 FEET ABOVE
 QE0071'THE SURFACE OF THE ROAD.  A WHITE BM AND ARROW PAINTED ON THE EAST
 QE0071'FACE OF THE OUTCROP.
 QE0071
 QE0071                          STATION RECOVERY (1955)
 QE0071
 QE0071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 QE0071'MARK NOT FOUND.
 QE0071
 QE0071                          STATION RECOVERY (1995)
 QE0071
 QE0071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (LLR)
 QE0071'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0084 ***********************************************************************
 QE0084  DESIGNATION -  A 427
 QE0084  PID         -  QE0084
 QE0084  STATE/COUNTY-  OR/CLACKAMAS
 QE0084  USGS QUAD   -  BAGBY HOT SPRINGS (1997)
 QE0084
 QE0084                         *CURRENT SURVEY CONTROL
 QE0084  ___________________________________________________________________
 QE0084* NAD 83(1986)-  44 52 35.     (N)    122 08 24.     (W)     SCALED    
 QE0084* NAVD 88     -      1082.660  (meters)    3552.03   (feet)  ADJUSTED  
 QE0084  ___________________________________________________________________
 QE0084  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 QE0084  DYNAMIC HT  -        1082.367 (meters)    3551.07  (feet)  COMP
 QE0084  MODELED GRAV-     980,308.3   (mgal)                       NAVD 88
 QE0084
 QE0084  VERT ORDER  -  SECOND    CLASS 0
 QE0084
 QE0084.The horizontal coordinates were scaled from a topographic map and have
 QE0084.an estimated accuracy of +/- 6 seconds.
 QE0084
 QE0084.The orthometric height was determined by differential leveling
 QE0084.and adjusted in June 1991.
 QE0084
 QE0084.The geoid height was determined by GEOID03.
 QE0084
 QE0084.The dynamic height is computed by dividing the NAVD 88
 QE0084.geopotential number by the normal gravity value computed on the
 QE0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0084.degrees latitude (g = 980.6199 gals.).
 QE0084
 QE0084.The modeled gravity was interpolated from observed gravity values.
 QE0084
 QE0084;                    North         East    Units  Estimated Accuracy
 QE0084;SPC OR N     -   135,740.    2,370,430.      MT  (+/- 180 meters Scaled)
 QE0084
 QE0084                          SUPERSEDED SURVEY CONTROL
 QE0084
 QE0084  NGVD 29 (??/??/92) 1081.543  (m)         3548.36   (f) ADJ UNCH    2 0
 QE0084
 QE0084.Superseded values are not recommended for survey control.
 QE0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0084.See file dsdata.txt to determine how the superseded data were derived.
 QE0084
 QE0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ679695(NAD 83)
 QE0084_MARKER: DB = BENCH MARK DISK
 QE0084_SETTING: 66 = SET IN ROCK OUTCROP
 QE0084_SP_SET: OUTCROP
 QE0084_STAMPING: A 427 1946
 QE0084_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QE0084+STABILITY: POSITION/ELEVATION WELL
 QE0084
 QE0084  HISTORY     - Date     Condition        Report By
 QE0084  HISTORY     - 1946     MONUMENTED       CGS
 QE0084
 QE0084                          STATION DESCRIPTION
 QE0084
 QE0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 QE0084'4.9 MI S FROM BAGBY HOT SPRINGS.
 QE0084'ABOUT 4.9 MILES SOUTH ALONG THE BAGBY HOT SPRINGS FOREST SERVICE TRAIL
 QE0084'FROM THE BAGBY HOT SPRINGS GUARD STATION, ABOUT 30 YARDS NORTHEAST OF
 QE0084'HORSESHOE CURVE IN THE TRAIL, 5 FEET SOUTHEAST OF THE CENTER LINE OF
 QE0084'THE TRAIL, 3 FEET SOUTH OF A 30-INCH FIR TREE WITH A PAINTED TRIANGLE
 QE0084'BLAZE ON THE NORTHWEST SIDE, SET IN TOP OF A ROCK OUTCROP WHICH
 QE0084'PROJECTS ABOUT 4 FEET ABOVE THE GROUND LEVEL AND ABOUT 2 FEET ABOVE
 QE0084'THE BASE OF THE TREE.  SEVERAL TRIANGLE BLAZE PAINTED ON FIR TREES IN
 QE0084'VICINITY WHICH CAN EASILY BE SEEN FROM THE TRAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1390 ***********************************************************************
 RC1390  DESIGNATION -  A 428
 RC1390  PID         -  RC1390
 RC1390  STATE/COUNTY-  OR/CLACKAMAS
 RC1390  USGS QUAD   -  HIGH ROCK (1997)
 RC1390
 RC1390                         *CURRENT SURVEY CONTROL
 RC1390  ___________________________________________________________________
 RC1390* NAD 83(1986)-  45 08 03.     (N)    121 54 12.     (W)     SCALED    
 RC1390* NAVD 88     -      1055.052  (meters)    3461.45   (feet)  POSTED    
 RC1390  ___________________________________________________________________
 RC1390  GEOID HEIGHT-         -21.22  (meters)                     GEOID03
 RC1390  DYNAMIC HT  -        1054.780 (meters)    3460.56  (feet)  COMP
 RC1390  MODELED GRAV-     980,319.5   (mgal)                       NAVD 88
 RC1390
 RC1390  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 RC1390
 RC1390.The horizontal coordinates were scaled from a topographic map and have
 RC1390.an estimated accuracy of +/- 6 seconds.
 RC1390
 RC1390.The orthometric height was determined by differential leveling
 RC1390.and adjusted by the  in 1992.
 RC1390.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 RC1390.rate of 0.0 thru 1.0 mm/km.
 RC1390
 RC1390.The geoid height was determined by GEOID03.
 RC1390
 RC1390.The dynamic height is computed by dividing the NAVD 88
 RC1390.geopotential number by the normal gravity value computed on the
 RC1390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1390.degrees latitude (g = 980.6199 gals.).
 RC1390
 RC1390.The modeled gravity was interpolated from observed gravity values.
 RC1390
 RC1390;                    North         East    Units  Estimated Accuracy
 RC1390;SPC OR N     -   164,030.    2,389,630.      MT  (+/- 180 meters Scaled)
 RC1390
 RC1390                          SUPERSEDED SURVEY CONTROL
 RC1390
 RC1390  NGVD 29 (??/??/92) 1053.924  (m)         3457.75   (f) ADJ UNCH    2 0
 RC1390
 RC1390.Superseded values are not recommended for survey control.
 RC1390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1390.See file dsdata.txt to determine how the superseded data were derived.
 RC1390
 RC1390_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ862984(NAD 83)
 RC1390_MARKER: DB = BENCH MARK DISK
 RC1390_SETTING: 80 = SET IN A BOULDER
 RC1390_SP_SET: BOULDER
 RC1390_STAMPING: A 428 1946
 RC1390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1390+STABILITY: SURFACE MOTION
 RC1390
 RC1390  HISTORY     - Date     Condition        Report By
 RC1390  HISTORY     - 1946     MONUMENTED       CGS
 RC1390
 RC1390                          STATION DESCRIPTION
 RC1390
 RC1390'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RC1390'11.2 MI NE FROM OAK GROVE RANGER STA.
 RC1390'ABOUT 11.2 MILES NORTHEAST ALONG THE SHELLROCK ROAD FROM THE OAK GROVE
 RC1390'RANGER STATION, 11 FEET EAST OF THE CENTER LINE OF THE ROAD, 7 FEET
 RC1390'SOUTHWEST OF A 24-INCH FIR TREE, SET IN TOP OF A SMALL BOULDER WHICH
 RC1390'IS ABOUT 3.5 FEET HIGHER THAN THE SURFACE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0196 ***********************************************************************
 RD0196  DESIGNATION -  A 429
 RD0196  PID         -  RD0196
 RD0196  STATE/COUNTY-  OR/CLACKAMAS
 RD0196  USGS QUAD   -  BEDFORD POINT (1997)
 RD0196
 RD0196                         *CURRENT SURVEY CONTROL
 RD0196  ___________________________________________________________________
 RD0196* NAD 83(1986)-  45 12 22.     (N)    122 12 15.     (W)     SCALED    
 RD0196* NAVD 88     -       622.820  (meters)    2043.37   (feet)  POSTED    
 RD0196  ___________________________________________________________________
 RD0196  GEOID HEIGHT-         -22.16  (meters)                     GEOID03
 RD0196  DYNAMIC HT  -         622.710 (meters)    2043.01  (feet)  COMP
 RD0196  MODELED GRAV-     980,420.5   (mgal)                       NAVD 88
 RD0196
 RD0196  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 RD0196
 RD0196.The horizontal coordinates were scaled from a topographic map and have
 RD0196.an estimated accuracy of +/- 6 seconds.
 RD0196
 RD0196.The orthometric height was determined by differential leveling
 RD0196.and adjusted by the  in 1992.
 RD0196.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 RD0196.rate of 0.0 thru 1.0 mm/km.
 RD0196
 RD0196.The geoid height was determined by GEOID03.
 RD0196
 RD0196.The dynamic height is computed by dividing the NAVD 88
 RD0196.geopotential number by the normal gravity value computed on the
 RD0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0196.degrees latitude (g = 980.6199 gals.).
 RD0196
 RD0196.The modeled gravity was interpolated from observed gravity values.
 RD0196
 RD0196;                    North         East    Units  Estimated Accuracy
 RD0196;SPC OR N     -   172,480.    2,366,140.      MT  (+/- 180 meters Scaled)
 RD0196
 RD0196                          SUPERSEDED SURVEY CONTROL
 RD0196
 RD0196  NGVD 29 (??/??/92)  621.748  (m)         2039.85   (f) ADJ UNCH    2 0
 RD0196
 RD0196.Superseded values are not recommended for survey control.
 RD0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0196.See file dsdata.txt to determine how the superseded data were derived.
 RD0196
 RD0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER624061(NAD 83)
 RD0196_MARKER: DB = BENCH MARK DISK
 RD0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0196_STAMPING: A 429 1946
 RD0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0196+STABILITY: SURFACE MOTION
 RD0196
 RD0196  HISTORY     - Date     Condition        Report By
 RD0196  HISTORY     - 1946     MONUMENTED       CGS
 RD0196  HISTORY     - 1970     MARK NOT FOUND   NGS
 RD0196
 RD0196                          STATION DESCRIPTION
 RD0196
 RD0196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 RD0196'13 MI SE FROM ESTACADA.
 RD0196'FROM THE HIGH SCHOOL GO 0.7 MILE SOUTH TO THE JUNCTION OF THE
 RD0196'CLACKAMAS RIVER ROAD AND HIGHWAY 211.  THENCE SOUTHEAST ALONG THE
 RD0196'CLACKAMAS RIVER ROAD 7.3 MILES TO THE NORTH FORK GUARD STATION. THENCE
 RD0196'NORTHEAST ALONG THE LA DEE ROAD 4.8 MILES.  35 FEET NORTHWEST OF A
 RD0196'TELEPHONE POLE.  22 FEET NORTH OF THE CENTER LINE OF THE ROAD. SET IN
 RD0196'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0042 ***********************************************************************
 OA0042  DESIGNATION -  A 43
 OA0042  PID         -  OA0042
 OA0042  STATE/COUNTY-  OR/CURRY
 OA0042  USGS QUAD   -  OPHIR (1986)
 OA0042
 OA0042                         *CURRENT SURVEY CONTROL
 OA0042  ___________________________________________________________________
 OA0042* NAD 83(1986)-  42 32 33.     (N)    124 23 47.     (W)     SCALED    
 OA0042* NAVD 88     -         6.368  (meters)      20.89   (feet)  ADJUSTED  
 OA0042  ___________________________________________________________________
 OA0042  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 OA0042  DYNAMIC HT  -           6.366 (meters)      20.89  (feet)  COMP
 OA0042  MODELED GRAV-     980,370.8   (mgal)                       NAVD 88
 OA0042
 OA0042  VERT ORDER  -  FIRST     CLASS II
 OA0042
 OA0042.The horizontal coordinates were scaled from a topographic map and have
 OA0042.an estimated accuracy of +/- 6 seconds.
 OA0042
 OA0042.The orthometric height was determined by differential leveling
 OA0042.and adjusted in June 1991.
 OA0042
 OA0042.The geoid height was determined by GEOID03.
 OA0042
 OA0042.The dynamic height is computed by dividing the NAVD 88
 OA0042.geopotential number by the normal gravity value computed on the
 OA0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0042.degrees latitude (g = 980.6199 gals.).
 OA0042
 OA0042.The modeled gravity was interpolated from observed gravity values.
 OA0042
 OA0042;                    North         East    Units  Estimated Accuracy
 OA0042;SPC OR S     -   104,740.    1,180,070.      MT  (+/- 180 meters Scaled)
 OA0042
 OA0042                          SUPERSEDED SURVEY CONTROL
 OA0042
 OA0042  NGVD 29 (??/??/92)    5.281  (m)           17.33   (f) ADJ UNCH    1 2
 OA0042
 OA0042.Superseded values are not recommended for survey control.
 OA0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0042.See file dsdata.txt to determine how the superseded data were derived.
 OA0042
 OA0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN853109(NAD 83)
 OA0042_MARKER: DB = BENCH MARK DISK
 OA0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OA0042_STAMPING: A 43 1931
 OA0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0042+STABILITY: SURFACE MOTION
 OA0042
 OA0042  HISTORY     - Date     Condition        Report By
 OA0042  HISTORY     - 1931     MONUMENTED       CGS
 OA0042  HISTORY     - 1953     MARK NOT FOUND   USGS
 OA0042  HISTORY     - 1988     MARK NOT FOUND   NGS
 OA0042  HISTORY     - 20021009 MARK NOT FOUND   USPSQD
 OA0042
 OA0042                          STATION DESCRIPTION
 OA0042
 OA0042'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 OA0042'9.5 MI N FROM WEDDERBURN.
 OA0042'9.5 MILES NORTH ALONG THE OREGON COAST HIGHWAY (U. S. 101) FROM
 OA0042'WEDDERBURN, CURRY COUNTY, AT THE POINT OF A CURVE, ABOUT 100 FEET
 OA0042'SOUTH OF THE NORTH END OF A HIGH CUT-BANK, 38 FEET WEST OF THE CENTER
 OA0042'LINE OF THE HIGHWAY, 6 FEET NORTH OF A POLE GATE, AT A 4- BY 4- INCH
 OA0042'WHITE WOODEN POST STENCILED U. S. B. M., AND ABOUT 5 FEET LOWER THAN
 OA0042'THE HIGHWAY.  A STANDARD DISK, STAMPED A 43 1931 AND SET IN THE TOP OF
 OA0042'A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 OA0042
 OA0042                          STATION RECOVERY (1988)
 OA0042
 OA0042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 OA0042'THERE IS A NEW DRIVEWAY AT THIS LOCATION.
 OA0042
 OA0042                          STATION RECOVERY (2002)
 OA0042
 OA0042'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 OA0042'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0143 ***********************************************************************
 RD0143  DESIGNATION -  A 430
 RD0143  PID         -  RD0143
 RD0143  STATE/COUNTY-  OR/CLACKAMAS
 RD0143  USGS QUAD   -  FISH CREEK MTN (1997)
 RD0143
 RD0143                         *CURRENT SURVEY CONTROL
 RD0143  ___________________________________________________________________
 RD0143* NAD 83(1986)-  45 07 27.     (N)    122 03 58.     (W)     SCALED    
 RD0143* NAVD 88     -       454.372  (meters)    1490.72   (feet)  ADJUSTED  
 RD0143  ___________________________________________________________________
 RD0143  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 RD0143  DYNAMIC HT  -         454.293 (meters)    1490.46  (feet)  COMP
 RD0143  MODELED GRAV-     980,431.5   (mgal)                       NAVD 88
 RD0143
 RD0143  VERT ORDER  -  SECOND    CLASS 0
 RD0143
 RD0143.The horizontal coordinates were scaled from a topographic map and have
 RD0143.an estimated accuracy of +/- 6 seconds.
 RD0143
 RD0143.The orthometric height was determined by differential leveling
 RD0143.and adjusted in June 1991.
 RD0143
 RD0143.The geoid height was determined by GEOID03.
 RD0143
 RD0143.The dynamic height is computed by dividing the NAVD 88
 RD0143.geopotential number by the normal gravity value computed on the
 RD0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0143.degrees latitude (g = 980.6199 gals.).
 RD0143
 RD0143.The modeled gravity was interpolated from observed gravity values.
 RD0143
 RD0143;                    North         East    Units  Estimated Accuracy
 RD0143;SPC OR N     -   163,150.    2,376,810.      MT  (+/- 180 meters Scaled)
 RD0143
 RD0143                          SUPERSEDED SURVEY CONTROL
 RD0143
 RD0143  NGVD 29 (??/??/92)  453.298  (m)         1487.20   (f) ADJ UNCH    2 0
 RD0143
 RD0143.Superseded values are not recommended for survey control.
 RD0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0143.See file dsdata.txt to determine how the superseded data were derived.
 RD0143
 RD0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ734971(NAD 83)
 RD0143_MARKER: DB = BENCH MARK DISK
 RD0143_SETTING: 80 = SET IN A BOULDER
 RD0143_SP_SET: BOULDER
 RD0143_STAMPING: A 430 1946
 RD0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0143+STABILITY: SURFACE MOTION
 RD0143
 RD0143  HISTORY     - Date     Condition        Report By
 RD0143  HISTORY     - 1946     MONUMENTED       CGS
 RD0143  HISTORY     - 1983     MARK NOT FOUND   USGS
 RD0143  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 RD0143
 RD0143                          STATION DESCRIPTION
 RD0143
 RD0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RD0143'4.4 MI NW FROM OAK GROVE RANGER STA.
 RD0143'ABOUT 4.4 MILES NORTHWEST ALONG THE CLACKAMAS RIVER ROAD FROM THE OAK
 RD0143'GROVE RANGER STATION, ABOUT 0.4 MILE EAST OF THE THREE LYNX POWER
 RD0143'PLANT, 65 FEET EAST OF THE CENTER OF A HORSESHOE CURVE, 18 FEET NORTH
 RD0143'OF THE CENTER LINE OF THE ROAD, SET IN TOP OF A FLAT BOULDER WHICH
 RD0143'PROJECTS ABOUT 2 FEET ABOVE THE GROUND LEVEL AND ABOUT 6 FEET HIGHER
 RD0143'THAN THE SURFACE OF THE ROAD.
 RD0143
 RD0143                          STATION RECOVERY (1983)
 RD0143
 RD0143'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 RD0143'MARK NOT FOUND.
 RD0143
 RD0143                          STATION RECOVERY (1989)
 RD0143
 RD0143'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RD0143'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0385 ***********************************************************************
 RC0385  DESIGNATION -  A 431
 RC0385  PID         -  RC0385
 RC0385  STATE/COUNTY-  OR/GILLIAM
 RC0385  USGS QUAD   -  MC DONALD (1975)
 RC0385
 RC0385                         *CURRENT SURVEY CONTROL
 RC0385  ___________________________________________________________________
 RC0385* NAD 83(1986)-  45 36 32.     (N)    120 26 40.     (W)     SCALED    
 RC0385* NAVD 88     -       114.721  (meters)     376.38   (feet)  ADJUSTED  
 RC0385  ___________________________________________________________________
 RC0385  GEOID HEIGHT-         -21.56  (meters)                     GEOID03
 RC0385  DYNAMIC HT  -         114.711 (meters)     376.35  (feet)  COMP
 RC0385  MODELED GRAV-     980,526.5   (mgal)                       NAVD 88
 RC0385
 RC0385  VERT ORDER  -  SECOND    CLASS 0
 RC0385
 RC0385.The horizontal coordinates were scaled from a topographic map and have
 RC0385.an estimated accuracy of +/- 6 seconds.
 RC0385
 RC0385.The orthometric height was determined by differential leveling
 RC0385.and adjusted in June 1991.
 RC0385
 RC0385.The geoid height was determined by GEOID03.
 RC0385
 RC0385.The dynamic height is computed by dividing the NAVD 88
 RC0385.geopotential number by the normal gravity value computed on the
 RC0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0385.degrees latitude (g = 980.6199 gals.).
 RC0385
 RC0385.The modeled gravity was interpolated from observed gravity values.
 RC0385
 RC0385;                    North         East    Units  Estimated Accuracy
 RC0385;SPC OR N     -   215,830.    2,504,330.      MT  (+/- 180 meters Scaled)
 RC0385
 RC0385                          SUPERSEDED SURVEY CONTROL
 RC0385
 RC0385  NGVD 29 (??/??/92)  113.720  (m)          373.10   (f) ADJ UNCH    2 0
 RC0385
 RC0385.Superseded values are not recommended for survey control.
 RC0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0385.See file dsdata.txt to determine how the superseded data were derived.
 RC0385
 RC0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR992537(NAD 83)
 RC0385_MARKER: DB = BENCH MARK DISK
 RC0385_SETTING: 80 = SET IN A BOULDER
 RC0385_SP_SET: BOULDER
 RC0385_STAMPING: A 431 1946
 RC0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0385+STABILITY: SURFACE MOTION
 RC0385
 RC0385  HISTORY     - Date     Condition        Report By
 RC0385  HISTORY     - 1946     MONUMENTED       CGS
 RC0385
 RC0385                          STATION DESCRIPTION
 RC0385
 RC0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RC0385'23.7 MI S FROM RUFUS.
 RC0385'ABOUT 5.0 MILES EAST ALONG THE COLUMBIA RIVER HIGHWAY FROM THE POST
 RC0385'OFFICE AT RUFUS THENCE 18.7 MILES SOUTH ALONG THE JOHN DAY RIVER, SET
 RC0385'IN THE TOP OF THE LARGEST BOULDER IN THE IMMEDIATE VICINITY LYING IN
 RC0385'THE EAST EDGE OF THE RIVER ABOUT 300 FEET SOUTH OF THE SOUTH END OF A
 RC0385'LARGE SAGEBRUSH FLAT, ACROSS RIVER AND UPSTREAM 197 FEET FROM THREE
 RC0385'LARGE WILLOW TREES ON THE WEST BANK OF THE RIVER, IN LINE WITH THE
 RC0385'MOUTH OF A LARGE CANYON ON THE WEST BANK OF THE RIVER, ABOUT 5 FEET
 RC0385'ABOVE THE IMMEDIATE GROUND LEVEL, 3 FEET BELOW THE HIGH WATER MARK OF
 RC0385'THE RIVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0636 ***********************************************************************
 RB0636  DESIGNATION -  A 433
 RB0636  PID         -  RB0636
 RB0636  STATE/COUNTY-  OR/UMATILLA
 RB0636  USGS QUAD   -  UMATILLA (1993)
 RB0636
 RB0636                         *CURRENT SURVEY CONTROL
 RB0636  ___________________________________________________________________
 RB0636* NAD 83(1986)-  45 55 04.     (N)    119 18 15.     (W)     SCALED    
 RB0636* NAVD 88     -       142.382  (meters)     467.13   (feet)  ADJUSTED  
 RB0636  ___________________________________________________________________
 RB0636  GEOID HEIGHT-         -21.74  (meters)                     GEOID03
 RB0636  DYNAMIC HT  -         142.382 (meters)     467.13  (feet)  COMP
 RB0636  MODELED GRAV-     980,612.6   (mgal)                       NAVD 88
 RB0636
 RB0636  VERT ORDER  -  FIRST     CLASS I
 RB0636
 RB0636.The horizontal coordinates were scaled from a topographic map and have
 RB0636.an estimated accuracy of +/- 6 seconds.
 RB0636
 RB0636.The orthometric height was determined by differential leveling
 RB0636.and adjusted in June 1991.
 RB0636.WARNING-Repeat measurements at this control monument indicate possible
 RB0636.vertical movement.
 RB0636
 RB0636.The geoid height was determined by GEOID03.
 RB0636
 RB0636.The dynamic height is computed by dividing the NAVD 88
 RB0636.geopotential number by the normal gravity value computed on the
 RB0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0636.degrees latitude (g = 980.6199 gals.).
 RB0636
 RB0636.The modeled gravity was interpolated from observed gravity values.
 RB0636
 RB0636;                    North         East    Units  Estimated Accuracy
 RB0636;SPC OR N     -   250,840.    2,592,770.      MT  (+/- 180 meters Scaled)
 RB0636
 RB0636                          SUPERSEDED SURVEY CONTROL
 RB0636
 RB0636  NGVD 29 (??/??/92)  141.376  (m)          463.83   (f) ADJ UNCH    1 1
 RB0636
 RB0636.Superseded values are not recommended for survey control.
 RB0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0636.See file dsdata.txt to determine how the superseded data were derived.
 RB0636
 RB0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL213874(NAD 83)
 RB0636_MARKER: DD = SURVEY DISK
 RB0636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0636_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0636_STAMPING: A 433 464 1948
 RB0636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0636+STABILITY: SURFACE MOTION
 RB0636
 RB0636  HISTORY     - Date     Condition        Report By
 RB0636  HISTORY     - 1948     MONUMENTED       ORDT
 RB0636  HISTORY     - 1968     GOOD             NGS
 RB0636
 RB0636                          STATION DESCRIPTION
 RB0636
 RB0636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RB0636'1.9 MI E FROM UMATILLA.
 RB0636'1.9 MILES EAST ALONG U.S. HIGHWAY 730 FROM THE POST OFFICE AT
 RB0636'UMATILLA, 0.1 MILE EAST OF THE JUNCTION OF STATE HIGHWAY 32, IN R28E
 RB0636'T5N, SECTION 15, 49 1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 RB0636'142 FEET WEST OF THE SOUTHWEST CORNER OF A FENCE AROUND A POWER
 RB0636'SUBSTATION, 11 FEET WEST OF THE NORTH POST SUPPORTING A MCNARY DAM
 RB0636'SIGN, 1.3 FEET SOUTH OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE
 RB0636'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 RB0636'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0698 ***********************************************************************
 NY0698  DESIGNATION -  A 438
 NY0698  PID         -  NY0698
 NY0698  STATE/COUNTY-  OR/KLAMATH
 NY0698  USGS QUAD   -  FUEGO (1988)
 NY0698
 NY0698                         *CURRENT SURVEY CONTROL
 NY0698  ___________________________________________________________________
 NY0698* NAD 83(1986)-  42 45 46.     (N)    121 50 15.     (W)     SCALED    
 NY0698* NAVD 88     -      1378.918  (meters)    4524.00   (feet)  ADJUSTED  
 NY0698  ___________________________________________________________________
 NY0698  GEOID HEIGHT-         -21.98  (meters)                     GEOID03
 NY0698  DYNAMIC HT  -        1378.133 (meters)    4521.42  (feet)  COMP
 NY0698  MODELED GRAV-     980,002.7   (mgal)                       NAVD 88
 NY0698
 NY0698  VERT ORDER  -  FIRST     CLASS II
 NY0698
 NY0698.The horizontal coordinates were scaled from a topographic map and have
 NY0698.an estimated accuracy of +/- 6 seconds.
 NY0698
 NY0698.The orthometric height was determined by differential leveling
 NY0698.and adjusted in June 1991.
 NY0698
 NY0698.The geoid height was determined by GEOID03.
 NY0698
 NY0698.The dynamic height is computed by dividing the NAVD 88
 NY0698.geopotential number by the normal gravity value computed on the
 NY0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0698.degrees latitude (g = 980.6199 gals.).
 NY0698
 NY0698.The modeled gravity was interpolated from observed gravity values.
 NY0698
 NY0698;                    North         East    Units  Estimated Accuracy
 NY0698;SPC OR S     -   122,630.    1,390,530.      MT  (+/- 180 meters Scaled)
 NY0698
 NY0698                          SUPERSEDED SURVEY CONTROL
 NY0698
 NY0698.No superseded survey control is available for this station.
 NY0698
 NY0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN951351(NAD 83)
 NY0698_MARKER: DB = BENCH MARK DISK
 NY0698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0698_SP_SET: SQUARE CONCRETE MONUMENT
 NY0698_STAMPING: A 438 1949
 NY0698_MARK LOGO: ORHD  
 NY0698_MAGNETIC: N = NO MAGNETIC MATERIAL
 NY0698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0698+STABILITY: SURFACE MOTION
 NY0698_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NY0698+SATELLITE: SATELLITE OBSERVATIONS - July 07, 1988
 NY0698
 NY0698  HISTORY     - Date     Condition        Report By
 NY0698  HISTORY     - 1949     MONUMENTED       ORHD
 NY0698  HISTORY     - 19880707 GOOD             NGS
 NY0698
 NY0698                          STATION DESCRIPTION
 NY0698
 NY0698'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 NY0698'20.8 KM (12.90 MI) NORTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 NY0698'THE JUNCTION OF STATE HIGHWAY 422 IN CHILOQUIN, THENCE 1.6 KM
 NY0698'(1.00 MI) SOUTHWEST ALONG FOREST SERVICE ROAD NUMBER 43, THENCE 2.9 KM
 NY0698'(1.80 MI) NORTHERLY ALONG U.S. HIGHWAY 97, 15.5 M (50.9 FT) EAST OF
 NY0698'THE CENTERLINE OF THE HIGHWAY, 1.0 M (3.3 FT) BELOW THE ROAD LEVEL,
 NY0698'0.3 M (1.0 FT) SOUTH OF A SIGN USBM, AND IN TOP OF A CONCRETE POST
 NY0698'THAT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0772 ***********************************************************************
 RB0772  DESIGNATION -  A 455
 RB0772  PID         -  RB0772
 RB0772  STATE/COUNTY-  OR/UMATILLA
 RB0772  USGS QUAD   -  VINSON (1968)
 RB0772
 RB0772                         *CURRENT SURVEY CONTROL
 RB0772  ___________________________________________________________________
 RB0772* NAD 83(1986)-  45 27 45.     (N)    119 04 53.     (W)     SCALED    
 RB0772* NAVD 88     -       638.52   (meters)    2094.9    (feet)  RESET     
 RB0772  ___________________________________________________________________
 RB0772  GEOID HEIGHT-         -20.38  (meters)                     GEOID03
 RB0772  VERT ORDER  -  THIRD
 RB0772
 RB0772.The horizontal coordinates were scaled from a topographic map and have
 RB0772.an estimated accuracy of +/- 6 seconds.
 RB0772
 RB0772.The orthometric height was computed from unverified reset data.
 RB0772
 RB0772.The geoid height was determined by GEOID03.
 RB0772
 RB0772;                    North         East    Units  Estimated Accuracy
 RB0772;SPC OR N     -   200,530.    2,610,930.      MT  (+/- 180 meters Scaled)
 RB0772
 RB0772                          SUPERSEDED SURVEY CONTROL
 RB0772
 RB0772.No superseded survey control is available for this station.
 RB0772
 RB0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL372364(NAD 83)
 RB0772_MARKER: DD = SURVEY DISK
 RB0772_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RB0772_SP_SET: CULVERT
 RB0772_STAMPING: A 455 1953
 RB0772_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RB0772
 RB0772  HISTORY     - Date     Condition        Report By
 RB0772  HISTORY     - 1953     MONUMENTED       ORDT
 RB0772
 RB0772                          STATION DESCRIPTION
 RB0772
 RB0772'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1953
 RB0772'0.8 MI E FROM VINSON.
 RB0772'0.8 MILE EAST ALONG THE OREGON-WASHINGTON HIGHWAY (OREGON 74) FROM THE
 RB0772'BRIDGE OVER NORTH FORK BUTTER CREEK AT VINSON, AT A CULVERT AT MILEAGE
 RB0772'79.56, AND IN THE SOUTHWEST WING WALL.  AN OREGON STATE HIGHWAY
 RB0772'DEPARTMENT STANDARD DISK, STAMPED A 455 1953.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0955 ***********************************************************************
 QD0955  DESIGNATION -  A 46
 QD0955  PID         -  QD0955
 QD0955  STATE/COUNTY-  OR/DESCHUTES
 QD0955  USGS QUAD   -  HENKLE BUTTE (1981)
 QD0955
 QD0955                         *CURRENT SURVEY CONTROL
 QD0955  ___________________________________________________________________
 QD0955* NAD 83(1986)-  44 17 44.     (N)    121 23 22.     (W)     SCALED    
 QD0955* NAVD 88     -       917.981  (meters)    3011.74   (feet)  ADJUSTED  
 QD0955  ___________________________________________________________________
 QD0955  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 QD0955  DYNAMIC HT  -         917.673 (meters)    3010.73  (feet)  COMP
 QD0955  MODELED GRAV-     980,252.7   (mgal)                       NAVD 88
 QD0955
 QD0955  VERT ORDER  -  FIRST     CLASS II
 QD0955
 QD0955.The horizontal coordinates were scaled from a topographic map and have
 QD0955.an estimated accuracy of +/- 6 seconds.
 QD0955
 QD0955.The orthometric height was determined by differential leveling
 QD0955.and adjusted in June 1991.
 QD0955
 QD0955.The geoid height was determined by GEOID03.
 QD0955
 QD0955.The dynamic height is computed by dividing the NAVD 88
 QD0955.geopotential number by the normal gravity value computed on the
 QD0955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0955.degrees latitude (g = 980.6199 gals.).
 QD0955
 QD0955.The modeled gravity was interpolated from observed gravity values.
 QD0955
 QD0955;                    North         East    Units  Estimated Accuracy
 QD0955;SPC OR S     -   292,420.    1,429,010.      MT  (+/- 180 meters Scaled)
 QD0955
 QD0955                          SUPERSEDED SURVEY CONTROL
 QD0955
 QD0955  NGVD 29 (??/??/92)  916.881  (m)         3008.13   (f) ADJ UNCH    1 2
 QD0955
 QD0955.Superseded values are not recommended for survey control.
 QD0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0955.See file dsdata.txt to determine how the superseded data were derived.
 QD0955
 QD0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ284059(NAD 83)
 QD0955_MARKER: DB = BENCH MARK DISK
 QD0955_SETTING: 80 = SET IN A BOULDER
 QD0955_SP_SET: BOULDER
 QD0955_STAMPING: A 46 1930
 QD0955_MARK LOGO: CGS   
 QD0955_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QD0955
 QD0955  HISTORY     - Date     Condition        Report By
 QD0955  HISTORY     - UNK      MONUMENTED       CGS
 QD0955  HISTORY     - 1930     GOOD             NGS
 QD0955  HISTORY     - 1956     GOOD             LOCENG
 QD0955  HISTORY     - 1987     GOOD             NGS
 QD0955
 QD0955                          STATION DESCRIPTION
 QD0955
 QD0955'DESCRIBED BY NATIONAL GEODETIC SURVEY 1930
 QD0955'7.2 MI W FROM CLINE FALLS.
 QD0955'7.2 MILES FROM CLINE FALLS, WESTERLY FROM.  ABOUT 100 YARDS WEST OF
 QD0955'SUMMIT RISE OUT OF CANYON, 42 FEET NORTH OF HIGHWAY ON WEST END OF
 QD0955'ROCK OUTCROP.  NOTE-- MARK IS 6.9 MILES W OF DESCHUTES RIVER BRIDGE.
 QD0955
 QD0955                          STATION RECOVERY (1956)
 QD0955
 QD0955'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1956
 QD0955'RECOVERED IN GOOD CONDITION.
 QD0955
 QD0955                          STATION RECOVERY (1987)
 QD0955
 QD0955'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QD0955'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  13.5 KM
 QD0955'(8.40 MI) EASTERLY ALONG STATE HIGHWAY 126 FROM ITS JUNCTION WITH FIR
 QD0955'STREET IN SISTERS, IN THE NORTHWESTERN 1/3 OF A 5.6 BY 6 FOOT OF AN
 QD0955'EXPOSE AREA OF A BOULDER, 61.9 M (203.1 FT) NORTHWEST OF THE CENTER
 QD0955'OF THE HIGHWAY, AND 13.4 M (44.0 FT) NORTH OF THE CENTERLINE OF OLD
 QD0955'STATE HIGHWAY 28 (MCKENZIE HIGHWAY) NOW ABANDONED.
 QD0955'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 QD0955'THE MARK IS 0.9 M ABOVE THE OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0618 ***********************************************************************
 QC0618  DESIGNATION -  A 461
 QC0618  PID         -  QC0618
 QC0618  STATE/COUNTY-  OR/CROOK
 QC0618  USGS QUAD   -  ANGELL BUTTE (1981)
 QC0618
 QC0618                         *CURRENT SURVEY CONTROL
 QC0618  ___________________________________________________________________
 QC0618* NAD 83(1986)-  44 02 22.     (N)    119 50 46.     (W)     SCALED    
 QC0618* NAVD 88     -      1238.019  (meters)    4061.73   (feet)  ADJUSTED  
 QC0618  ___________________________________________________________________
 QC0618  GEOID HEIGHT-         -19.11  (meters)                     GEOID03
 QC0618  DYNAMIC HT  -        1237.488 (meters)    4059.99  (feet)  COMP
 QC0618  MODELED GRAV-     980,147.4   (mgal)                       NAVD 88
 QC0618
 QC0618  VERT ORDER  -  FIRST     CLASS II
 QC0618
 QC0618.The horizontal coordinates were scaled from a topographic map and have
 QC0618.an estimated accuracy of +/- 6 seconds.
 QC0618
 QC0618.The orthometric height was determined by differential leveling
 QC0618.and adjusted in June 1991.
 QC0618
 QC0618.The geoid height was determined by GEOID03.
 QC0618
 QC0618.The dynamic height is computed by dividing the NAVD 88
 QC0618.geopotential number by the normal gravity value computed on the
 QC0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0618.degrees latitude (g = 980.6199 gals.).
 QC0618
 QC0618.The modeled gravity was interpolated from observed gravity values.
 QC0618
 QC0618;                    North         East    Units  Estimated Accuracy
 QC0618;SPC OR S     -   263,790.    1,552,410.      MT  (+/- 180 meters Scaled)
 QC0618
 QC0618                          SUPERSEDED SURVEY CONTROL
 QC0618
 QC0618  NGVD 29 (??/??/92) 1236.83   (m)         4057.8    (f) COMPUTED    1 2
 QC0618
 QC0618.Superseded values are not recommended for survey control.
 QC0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0618.See file dsdata.txt to determine how the superseded data were derived.
 QC0618
 QC0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKJ719801(NAD 83)
 QC0618_MARKER: DB = BENCH MARK DISK
 QC0618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0618_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QC0618_STAMPING: A 461 1936
 QC0618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0618+STABILITY: SURFACE MOTION
 QC0618
 QC0618  HISTORY     - Date     Condition        Report By
 QC0618  HISTORY     - 1936     MONUMENTED       CGS
 QC0618
 QC0618                          STATION DESCRIPTION
 QC0618
 QC0618'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 QC0618'13.0 MI S FROM PAULINA.
 QC0618'13.0 MILES S OF AND ALONG ROAD FROM PAULINA TO SUNTEX 2.7 MILES W OF
 QC0618'ANGELL RANCH.  ABOUT 3/4 MILES NW OF FLAT TOP BUTTE WHICH FORMS E SIDE
 QC0618'OF VALLEY.  100 YARDS W OF ALKALI FLAT.  11 FT. W OF THE CENTER OF THE
 QC0618'ROAD.  1.8 MILES NW OF ENTRANCE TO VALLEY.  1 FT. ABOVE SURFACE OF
 QC0618'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0380 ***********************************************************************
 QD0380  DESIGNATION -  A 463
 QD0380  PID         -  QD0380
 QD0380  STATE/COUNTY-  OR/CROOK
 QD0380  USGS QUAD   -  PRINEVILLE (1992)
 QD0380
 QD0380                         *CURRENT SURVEY CONTROL
 QD0380  ___________________________________________________________________
 QD0380* NAD 83(1986)-  44 18 10.     (N)    120 50 02.     (W)     SCALED    
 QD0380* NAVD 88     -       878.951  (meters)    2883.69   (feet)  ADJUSTED  
 QD0380  ___________________________________________________________________
 QD0380  GEOID HEIGHT-         -20.51  (meters)                     GEOID03
 QD0380  DYNAMIC HT  -         878.667 (meters)    2882.76  (feet)  COMP
 QD0380  MODELED GRAV-     980,265.6   (mgal)                       NAVD 88
 QD0380
 QD0380  VERT ORDER  -  FIRST     CLASS II
 QD0380
 QD0380.The horizontal coordinates were scaled from a topographic map and have
 QD0380.an estimated accuracy of +/- 6 seconds.
 QD0380
 QD0380.The orthometric height was determined by differential leveling
 QD0380.and adjusted in June 1991.
 QD0380
 QD0380.The geoid height was determined by GEOID03.
 QD0380
 QD0380.The dynamic height is computed by dividing the NAVD 88
 QD0380.geopotential number by the normal gravity value computed on the
 QD0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0380.degrees latitude (g = 980.6199 gals.).
 QD0380
 QD0380.The modeled gravity was interpolated from observed gravity values.
 QD0380
 QD0380;                    North         East    Units  Estimated Accuracy
 QD0380;SPC OR S     -   292,900.    1,473,350.      MT  (+/- 180 meters Scaled)
 QD0380
 QD0380                          SUPERSEDED SURVEY CONTROL
 QD0380
 QD0380  NGVD 29 (??/??/92)  877.835  (m)         2880.03   (f) ADJ UNCH    1 2
 QD0380
 QD0380.Superseded values are not recommended for survey control.
 QD0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0380.See file dsdata.txt to determine how the superseded data were derived.
 QD0380
 QD0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ727077(NAD 83)
 QD0380_MARKER: DD = SURVEY DISK
 QD0380_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QD0380_SP_SET: BRIDGE
 QD0380_STAMPING: 2880.2 A 463 1936
 QD0380_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QD0380
 QD0380  HISTORY     - Date     Condition        Report By
 QD0380  HISTORY     - 1936     MONUMENTED       ORDT
 QD0380  HISTORY     - 1936     GOOD             NGS
 QD0380  HISTORY     - 19880718 MARK NOT FOUND   NGS
 QD0380
 QD0380                          STATION DESCRIPTION
 QD0380
 QD0380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 QD0380'0.5 MI E FROM PRINEVILLE.
 QD0380'0.5 MILE EAST OF CROOK COUNTY COURTHOUSE.  ALONG U.S. HIGHWAY 28. SET
 QD0380'ON WEST END OF NORTH ON CURB OF CONCRETE HIGHWAY BRIDGE, OVER OCHOCO
 QD0380'CREEK, ON NORTH SIDE OF CURB.
 QD0380
 QD0380                          STATION RECOVERY (1988)
 QD0380
 QD0380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QD0380'THERE IS NEW A BRIDGE AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0079 ***********************************************************************
 OA0079  DESIGNATION -  A 465
 OA0079  PID         -  OA0079
 OA0079  STATE/COUNTY-  OR/CURRY
 OA0079  USGS QUAD   -  SIXES (1996)
 OA0079
 OA0079                         *CURRENT SURVEY CONTROL
 OA0079  ___________________________________________________________________
 OA0079* NAD 83(1986)-  42 46 00.     (N)    124 29 34.     (W)     SCALED    
 OA0079* NAVD 88     -        18.151  (meters)      59.55   (feet)  POSTED    
 OA0079  ___________________________________________________________________
 OA0079  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 OA0079  DYNAMIC HT  -          18.150 (meters)      59.55  (feet)  COMP
 OA0079  MODELED GRAV-     980,411.4   (mgal)                       NAVD 88
 OA0079
 OA0079  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 OA0079
 OA0079.The horizontal coordinates were scaled from a topographic map and have
 OA0079.an estimated accuracy of +/- 6 seconds.
 OA0079
 OA0079.The orthometric height was determined by differential leveling
 OA0079.and adjusted by the  in 1992.
 OA0079.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 OA0079.rate of 3.1 thru 4.0 mm/km.
 OA0079
 OA0079.The geoid height was determined by GEOID03.
 OA0079
 OA0079.The dynamic height is computed by dividing the NAVD 88
 OA0079.geopotential number by the normal gravity value computed on the
 OA0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0079.degrees latitude (g = 980.6199 gals.).
 OA0079
 OA0079.The modeled gravity was interpolated from observed gravity values.
 OA0079
 OA0079;                    North         East    Units  Estimated Accuracy
 OA0079;SPC OR S     -   129,980.    1,173,350.      MT  (+/- 180 meters Scaled)
 OA0079
 OA0079                          SUPERSEDED SURVEY CONTROL
 OA0079
 OA0079  NGVD 29 (??/??/92)   17.041  (m)           55.91   (f) ADJ UNCH    1 2
 OA0079
 OA0079.Superseded values are not recommended for survey control.
 OA0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0079.See file dsdata.txt to determine how the superseded data were derived.
 OA0079
 OA0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN778359(NAD 83)
 OA0079_MARKER: DB = BENCH MARK DISK
 OA0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OA0079_STAMPING: A 465 1941
 OA0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0079+STABILITY: SURFACE MOTION
 OA0079
 OA0079  HISTORY     - Date     Condition        Report By
 OA0079  HISTORY     - 1941     MONUMENTED       CGS
 OA0079  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 OA0079  HISTORY     - 1988     MARK NOT FOUND   NGS
 OA0079  HISTORY     - 20030711 MARK NOT FOUND   USPSQD
 OA0079
 OA0079                          STATION DESCRIPTION
 OA0079
 OA0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 OA0079'1.7 MI N FROM PORT ORFORD.
 OA0079'1.7 MILES NORTH ALONG THE OREGON COAST HIGHWAY (U. S. 101) FROM THE
 OA0079'POST OFFICE AT PORT ORFORD, CURRY COUNTY, AT SILVER SPRING, ON THE
 OA0079'OUTSIDE OF A CURVE, ABOUT 200 FEET SOUTHEAST OF THE SILVER SPRING
 OA0079'LODGE OFFICE, OPPOSITE A RED BARN, 31 FEET SOUTHWEST OF THE CENTER
 OA0079'LINE OF THE HIGHWAY, 15 FEET SOUTH OF A WOODEN GATE, AT THE
 OA0079'RIGHT-OF-WAY FENCE, AND AT A WHITE WOODEN POST STENCILED U. S. B. M. A
 OA0079'STANDARD DISK, STAMPED A 465 1941 AND SET IN THE TOP OF A CONCRETE
 OA0079'POST.
 OA0079
 OA0079                          STATION RECOVERY (1985)
 OA0079
 OA0079'RECOVERY NOTE BY US POWER SQUADRON 1985
 OA0079'MARK NOT FOUND.
 OA0079
 OA0079                          STATION RECOVERY (1988)
 OA0079
 OA0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 OA0079'THERE HAS BEEN EXTENSIVE GRADEING AT THIS LOCATION.
 OA0079
 OA0079                          STATION RECOVERY (2003)
 OA0079
 OA0079'RECOVERY NOTE BY US POWER SQUADRON 2003 (AES)
 OA0079'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0210 ***********************************************************************
 OA0210  DESIGNATION -  A 466
 OA0210  PID         -  OA0210
 OA0210  STATE/COUNTY-  OR/CURRY
 OA0210  USGS QUAD   -  BROOKINGS (1986)
 OA0210
 OA0210                         *CURRENT SURVEY CONTROL
 OA0210  ___________________________________________________________________
 OA0210* NAD 83(1986)-  42 05 22.     (N)    124 17 56.     (W)     SCALED    
 OA0210* NAVD 88     -       137.620  (meters)     451.51   (feet)  ADJUSTED  
 OA0210  ___________________________________________________________________
 OA0210  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 OA0210  DYNAMIC HT  -         137.577 (meters)     451.37  (feet)  COMP
 OA0210  MODELED GRAV-     980,304.4   (mgal)                       NAVD 88
 OA0210
 OA0210  VERT ORDER  -  FIRST     CLASS II
 OA0210
 OA0210.The horizontal coordinates were scaled from a topographic map and have
 OA0210.an estimated accuracy of +/- 6 seconds.
 OA0210
 OA0210.The orthometric height was determined by differential leveling
 OA0210.and adjusted in June 1991.
 OA0210.WARNING-Repeat measurements at this control monument indicate possible
 OA0210.vertical movement.
 OA0210
 OA0210.The geoid height was determined by GEOID03.
 OA0210
 OA0210.The dynamic height is computed by dividing the NAVD 88
 OA0210.geopotential number by the normal gravity value computed on the
 OA0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0210.degrees latitude (g = 980.6199 gals.).
 OA0210
 OA0210.The modeled gravity was interpolated from observed gravity values.
 OA0210
 OA0210;                    North         East    Units  Estimated Accuracy
 OA0210;SPC OR S     -    54,090.    1,185,790.      MT  (+/- 180 meters Scaled)
 OA0210
 OA0210                          SUPERSEDED SURVEY CONTROL
 OA0210
 OA0210  NGVD 29 (12/02/92)  136.522  (m)          447.91   (f) ADJUSTED    1 2
 OA0210
 OA0210.Superseded values are not recommended for survey control.
 OA0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0210.See file dsdata.txt to determine how the superseded data were derived.
 OA0210
 OA0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCM925605(NAD 83)
 OA0210_MARKER: DB = BENCH MARK DISK
 OA0210_SETTING: 66 = SET IN ROCK OUTCROP
 OA0210_SP_SET: BEDROCK
 OA0210_STAMPING: A 466 1941
 OA0210_MARK LOGO: CGS   
 OA0210_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OA0210+STABILITY: POSITION/ELEVATION WELL
 OA0210
 OA0210  HISTORY     - Date     Condition        Report By
 OA0210  HISTORY     - 1941     MONUMENTED       CGS
 OA0210  HISTORY     - 1973     GOOD             NGS
 OA0210  HISTORY     - 1982     GOOD             USGS
 OA0210  HISTORY     - 1988     GOOD             NGS
 OA0210
 OA0210                          STATION DESCRIPTION
 OA0210
 OA0210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 OA0210'3.7 MI NW FROM BROOKINGS.
 OA0210'REACHED FROM BROOKINGS POST OFFICE GO NORTH ON CENTER STREET FOR 0.05
 OA0210'MILE TO U.S. HIGHWAY 101, TURN LEFT, AND GO NORTHWEST ON THE HIGHWAY
 OA0210'FOR 2.4 MILES TO CARPENTERVILLE ROAD, 0.2 MILE AFTER PASSING MILEPOST
 OA0210'NO. 355, TURN RIGHT, AND GO NORTH ON CARPENTERVILLE ROAD FOR 1.3 MILES
 OA0210'TO THE BENCH MARK ON THE LEFT, ON THE INSIDE OF A CURVE, 200 FEET
 OA0210'NORTH OF THE JUNCTION WITH A GRAVELED ROAD, 100 FEET NORTH OF A
 OA0210'CULVERT UNDER THE ROAD, 40 FEET WEST OF THE CENTER OF THE ROAD, 10.5
 OA0210'FEET NORTHWEST OF A METAL WITNESS POST, AND 3 FEET HIGHER THAN THE
 OA0210'ROAD CEMENTED IN A DRILL HOLE IN A MASSIVE ROCK OUTCROP.
 OA0210
 OA0210                          STATION RECOVERY (1982)
 OA0210
 OA0210'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 OA0210'3.8 MILES NORTH ALONG THE OREGON COAST HWY. FROM THE POST OFFICE AT
 OA0210'BROOKINGS, 0.05 MILE NORTH ALONG CENTER ST. FROM POST OFFICE AT
 OA0210'BROOKINGS, THENCE 2.3 MILES NORTHWEST ALONG US 101, THENCE 1.3 MILE
 OA0210'NORTH ALONG CARPENTERVILLE RD., 0.05 MILE NORTH OF JCT. WITH
 OA0210'HENDERSON RD., 130 FT. NORTH OF MILEPOST 361, 39 FT. WEST OF
 OA0210'CENTERLINE, 26 FT. SOUTH OF BASE OF LARGE OAK TREE, 12 FT. NORTH OF
 OA0210'STEEL WITNESS POST, SET IN TOP OF LARGE BURIED BOULDER, STANDARD USC
 OA0210'AND GS TABLET PAINTED YELLOW STAMPED 'A 466 1941'.
 OA0210
 OA0210                          STATION RECOVERY (1988)
 OA0210
 OA0210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 OA0210'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  3.8 KM
 OA0210'(2.35 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE IN
 OA0210'BROOKINGS, THENCE 2.0 KM (1.25 MI) NORTHERLY ALONG CARPENTERVILLE
 OA0210'ROAD, NEAR THE SOUTH END OF A 4 BY 12 FOOT EXPOSED AREA OF BEDROCK IN
 OA0210'A HIGHWAY CUT, 66.3 M (217.5 FT) NORTH OF THE CENTER OF THE
 OA0210'INTERSECTION OF HENDERSON ROAD, 12.8 M (42.0 FT) WEST OF THE
 OA0210'CENTERLINE OF THE ROAD, AND 3.1 M (10.2 FT) NORTH OF THE SOUTH END OF
 OA0210'THE CUT.
 OA0210'THE MARK IS 4.1 METERS  NW FROM  A WITNESS POST
 OA0210'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0416 ***********************************************************************
 OA0416  DESIGNATION -  A 467
 OA0416  PID         -  OA0416
 OA0416  STATE/COUNTY-  OR/COOS
 OA0416  USGS QUAD   -  BANDON (1970)
 OA0416
 OA0416                         *CURRENT SURVEY CONTROL
 OA0416  ___________________________________________________________________
 OA0416* NAD 83(1986)-  43 06 29.     (N)    124 24 54.     (W)     SCALED    
 OA0416* NAVD 88     -        24.471  (meters)      80.29   (feet)  ADJUSTED  
 OA0416  ___________________________________________________________________
 OA0416  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 OA0416  DYNAMIC HT  -          24.467 (meters)      80.27  (feet)  COMP
 OA0416  MODELED GRAV-     980,441.1   (mgal)                       NAVD 88
 OA0416
 OA0416  VERT ORDER  -  FIRST     CLASS II
 OA0416
 OA0416.The horizontal coordinates were scaled from a topographic map and have
 OA0416.an estimated accuracy of +/- 6 seconds.
 OA0416
 OA0416.The orthometric height was determined by differential leveling
 OA0416.and adjusted in June 1991.
 OA0416
 OA0416.The geoid height was determined by GEOID03.
 OA0416
 OA0416.The dynamic height is computed by dividing the NAVD 88
 OA0416.geopotential number by the normal gravity value computed on the
 OA0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0416.degrees latitude (g = 980.6199 gals.).
 OA0416
 OA0416.The modeled gravity was interpolated from observed gravity values.
 OA0416
 OA0416;                    North         East    Units  Estimated Accuracy
 OA0416;SPC OR S     -   167,560.    1,181,480.      MT  (+/- 180 meters Scaled)
 OA0416
 OA0416                          SUPERSEDED SURVEY CONTROL
 OA0416
 OA0416  NGVD 29 (??/??/92)   23.290  (m)           76.41   (f) ADJ UNCH    1 2
 OA0416
 OA0416.Superseded values are not recommended for survey control.
 OA0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0416.See file dsdata.txt to determine how the superseded data were derived.
 OA0416
 OA0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN848737(NAD 83)
 OA0416_MARKER: DB = BENCH MARK DISK
 OA0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA0416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OA0416_STAMPING: A 467 1941
 OA0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0416+STABILITY: SURFACE MOTION
 OA0416
 OA0416  HISTORY     - Date     Condition        Report By
 OA0416  HISTORY     - 1941     MONUMENTED       CGS
 OA0416  HISTORY     - 1970     MARK NOT FOUND   NGS
 OA0416  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 OA0416  HISTORY     - 1988     MARK NOT FOUND   NGS
 OA0416  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 OA0416
 OA0416                          STATION DESCRIPTION
 OA0416
 OA0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 OA0416'0.8 MI S FROM BANDON.
 OA0416'0.8 MILE SOUTH ALONG THE OREGON COAST HIGHWAY (U.S. 101) FROM BANDON,
 OA0416'COOS COUNTY, AT THE ENTRANCE TO THE C.D. JOHNSON LUMBER CORP. YARD,
 OA0416'WEST OF THE HIGHWAY, 2 FEET SOUTH OF THE SOUTH GATEPOST, AND AT A
 OA0416'WHITE WOODEN POST STENCILED U.S.B.M.  A STANDARD DISK, STAMPED A 467
 OA0416'1941 AND SET IN THE TOP OF A CONCRETE POST.
 OA0416
 OA0416                          STATION RECOVERY (1970)
 OA0416
 OA0416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 OA0416'MARK NOT FOUND.
 OA0416
 OA0416                          STATION RECOVERY (1985)
 OA0416
 OA0416'RECOVERY NOTE BY US POWER SQUADRON 1985
 OA0416'MARK NOT FOUND.
 OA0416
 OA0416                          STATION RECOVERY (1988)
 OA0416
 OA0416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 OA0416'THE LAND OWNER STATED THAT THE AREA WHERE IS MARK WAS LOCATED HAS BEEN
 OA0416'GRADED.
 OA0416
 OA0416                          STATION RECOVERY (1990)
 OA0416
 OA0416'RECOVERY NOTE BY US POWER SQUADRON 1990 (AES)
 OA0416'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0478 ***********************************************************************
 OA0478  DESIGNATION -  A 468
 OA0478  PID         -  OA0478
 OA0478  STATE/COUNTY-  OR/COOS
 OA0478  USGS QUAD   -  COOS BAY (1975)
 OA0478
 OA0478                         *CURRENT SURVEY CONTROL
 OA0478  ___________________________________________________________________
 OA0478* NAD 83(1986)-  43 19 21.     (N)    124 12 20.     (W)     SCALED    
 OA0478* NAVD 88     -         5.879  (meters)      19.29   (feet)  ADJUSTED  
 OA0478  ___________________________________________________________________
 OA0478  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 OA0478  DYNAMIC HT  -           5.878 (meters)      19.28  (feet)  COMP
 OA0478  MODELED GRAV-     980,472.3   (mgal)                       NAVD 88
 OA0478
 OA0478  VERT ORDER  -  FIRST     CLASS II
 OA0478
 OA0478.The horizontal coordinates were scaled from a topographic map and have
 OA0478.an estimated accuracy of +/- 6 seconds.
 OA0478
 OA0478.The orthometric height was determined by differential leveling
 OA0478.and adjusted in June 1991.
 OA0478
 OA0478.The geoid height was determined by GEOID03.
 OA0478
 OA0478.The dynamic height is computed by dividing the NAVD 88
 OA0478.geopotential number by the normal gravity value computed on the
 OA0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0478.degrees latitude (g = 980.6199 gals.).
 OA0478
 OA0478.The modeled gravity was interpolated from observed gravity values.
 OA0478
 OA0478;                    North         East    Units  Estimated Accuracy
 OA0478;SPC OR S     -   190,580.    1,199,560.      MT  (+/- 180 meters Scaled)
 OA0478
 OA0478                          SUPERSEDED SURVEY CONTROL
 OA0478
 OA0478  NGVD 29 (??/??/92)    4.783  (m)           15.69   (f) ADJ UNCH    1 2
 OA0478
 OA0478.Superseded values are not recommended for survey control.
 OA0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0478.See file dsdata.txt to determine how the superseded data were derived.
 OA0478
 OA0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN022973(NAD 83)
 OA0478_MARKER: DB = BENCH MARK DISK
 OA0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA0478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OA0478_STAMPING: A 468 1941
 OA0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0478+STABILITY: SURFACE MOTION
 OA0478
 OA0478  HISTORY     - Date     Condition        Report By
 OA0478  HISTORY     - 1941     MONUMENTED       CGS
 OA0478  HISTORY     - 1971     MARK NOT FOUND   NGS
 OA0478  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 OA0478  HISTORY     - 1987     MARK NOT FOUND   NGS
 OA0478
 OA0478                          STATION DESCRIPTION
 OA0478
 OA0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 OA0478'3.2 MI S FROM COOS BAY.
 OA0478'3.2 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 OA0478'STATION AT COOS BAY, COOS COUNTY, ABOUT 4.2 MILES SOUTH ALONG THE
 OA0478'OREGON COAST HIGHWAY (U.S. 101) FROM THE CITY HALL, 30 FEET EAST OF
 OA0478'THE CENTER LINE OF THE HIGHWAY, 3 FEET SOUTH OF A POLE, AND AT A WHITE
 OA0478'WOODEN POST STENCILED U.S.B.M.  A STANDARD DISK, STAMPED A 468 1941
 OA0478'AND SET IN THE TOP OF A CONCRETE POST.
 OA0478
 OA0478                          STATION RECOVERY (1971)
 OA0478
 OA0478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 OA0478'MARK NOT FOUND.
 OA0478
 OA0478                          STATION RECOVERY (1985)
 OA0478
 OA0478'RECOVERY NOTE BY US POWER SQUADRON 1985
 OA0478'MARK NOT FOUND.
 OA0478
 OA0478                          STATION RECOVERY (1987)
 OA0478
 OA0478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 OA0478'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0391 ***********************************************************************
 OA0391  DESIGNATION -  A 469
 OA0391  PID         -  OA0391
 OA0391  STATE/COUNTY-  OR/LANE
 OA0391  USGS QUAD   -  FLORENCE (1984)
 OA0391
 OA0391                         *CURRENT SURVEY CONTROL
 OA0391  ___________________________________________________________________
 OA0391* NAD 83(1986)-  43 58 43.     (N)    124 03 42.     (W)     SCALED    
 OA0391* NAVD 88     -         3.856  (meters)      12.65   (feet)  ADJUSTED  
 OA0391  ___________________________________________________________________
 OA0391  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 OA0391  DYNAMIC HT  -           3.855 (meters)      12.65  (feet)  COMP
 OA0391  MODELED GRAV-     980,537.1   (mgal)                       NAVD 88
 OA0391
 OA0391  VERT ORDER  -  FIRST     CLASS II
 OA0391
 OA0391.The horizontal coordinates were scaled from a topographic map and have
 OA0391.an estimated accuracy of +/- 6 seconds.
 OA0391
 OA0391.The orthometric height was determined by differential leveling
 OA0391.and adjusted in June 1991.
 OA0391
 OA0391.The geoid height was determined by GEOID03.
 OA0391
 OA0391.The dynamic height is computed by dividing the NAVD 88
 OA0391.geopotential number by the normal gravity value computed on the
 OA0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0391.degrees latitude (g = 980.6199 gals.).
 OA0391
 OA0391.The modeled gravity was interpolated from observed gravity values.
 OA0391
 OA0391;                    North         East    Units  Estimated Accuracy
 OA0391;SPC OR S     -   262,900.    1,214,320.      MT  (+/- 180 meters Scaled)
 OA0391
 OA0391                          SUPERSEDED SURVEY CONTROL
 OA0391
 OA0391  NGVD 29 (??/??/92)    2.800  (m)            9.19   (f) ADJ UNCH    1 2
 OA0391
 OA0391.Superseded values are not recommended for survey control.
 OA0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0391.See file dsdata.txt to determine how the superseded data were derived.
 OA0391
 OA0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP148700(NAD 83)
 OA0391_MARKER: DB = BENCH MARK DISK
 OA0391_SETTING: 80 = SET IN A BOULDER
 OA0391_SP_SET: BOULDER
 OA0391_STAMPING: A-469 1941
 OA0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0391+STABILITY: SURFACE MOTION
 OA0391
 OA0391  HISTORY     - Date     Condition        Report By
 OA0391  HISTORY     - 1941     MONUMENTED       CGS
 OA0391  HISTORY     - 1955     MARK NOT FOUND   NGS
 OA0391  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 OA0391
 OA0391                          STATION DESCRIPTION
 OA0391
 OA0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 OA0391'1.0 MI W FROM CUSHMAN.
 OA0391'1.0 MILE WEST OF THE RR STATION ALONG OREGON STATE HIGHWAY 36, 1.0
 OA0391'MILE WEST OF CUSHMAN, 0.2 MILE WEST OF A SAW MILL, 120 FEET WEST OF A
 OA0391'POWER LINE POLE, 75 FEET WEST OF A PRIVATE GARAGE, IN LINE WITH THE
 OA0391'POWER LINE POLES, 75 FEET NORTH OF THE CENTER OF THE ROAD, SET
 OA0391'HORIZONTAL IN BOULDER AT THE EAST EDGE OF A ROCKY HILL, AT WITNESS
 OA0391'POST MARKED USBM.
 OA0391
 OA0391                          STATION RECOVERY (1955)
 OA0391
 OA0391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 OA0391'MARK NOT FOUND.
 OA0391
 OA0391                          STATION RECOVERY (1986)
 OA0391
 OA0391'RECOVERY NOTE BY US POWER SQUADRON 1986 (AS)
 OA0391'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1182 ***********************************************************************
 RD1182  DESIGNATION -  A 47
 RD1182  PID         -  RD1182
 RD1182  STATE/COUNTY-  OR/CLATSOP
 RD1182  USGS QUAD   -  SOAPSTONE LAKE (1985)
 RD1182
 RD1182                         *CURRENT SURVEY CONTROL
 RD1182  ___________________________________________________________________
 RD1182* NAD 83(1986)-  45 50 19.     (N)    123 46 18.     (W)     SCALED    
 RD1182* NAVD 88     -       112.881  (meters)     370.34   (feet)  ADJUSTED  
 RD1182  ___________________________________________________________________
 RD1182  GEOID HEIGHT-         -21.94  (meters)                     GEOID03
 RD1182  DYNAMIC HT  -         112.890 (meters)     370.37  (feet)  COMP
 RD1182  MODELED GRAV-     980,695.6   (mgal)                       NAVD 88
 RD1182
 RD1182  VERT ORDER  -  FIRST     CLASS II
 RD1182
 RD1182.The horizontal coordinates were scaled from a topographic map and have
 RD1182.an estimated accuracy of +/- 6 seconds.
 RD1182
 RD1182.The orthometric height was determined by differential leveling
 RD1182.and adjusted in June 1991.
 RD1182.WARNING-Repeat measurements at this control monument indicate possible
 RD1182.vertical movement.
 RD1182
 RD1182.The geoid height was determined by GEOID03.
 RD1182
 RD1182.The dynamic height is computed by dividing the NAVD 88
 RD1182.geopotential number by the normal gravity value computed on the
 RD1182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1182.degrees latitude (g = 980.6199 gals.).
 RD1182
 RD1182.The modeled gravity was interpolated from observed gravity values.
 RD1182
 RD1182;                    North         East    Units  Estimated Accuracy
 RD1182;SPC OR N     -   246,500.    2,245,910.      MT  (+/- 180 meters Scaled)
 RD1182
 RD1182                          SUPERSEDED SURVEY CONTROL
 RD1182
 RD1182  NGVD 29 (??/??/92)  111.806  (m)          366.82   (f) ADJ UNCH    1 2
 RD1182
 RD1182.Superseded values are not recommended for survey control.
 RD1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1182.See file dsdata.txt to determine how the superseded data were derived.
 RD1182
 RD1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR400764(NAD 83)
 RD1182_MARKER: DB = BENCH MARK DISK
 RD1182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD1182_SP_SET: CONCRETE POST
 RD1182_STAMPING: A 47 1930
 RD1182_MARK LOGO: CGS   
 RD1182_PROJECTION: PROJECTING 5 CENTIMETERS
 RD1182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD1182+STABILITY: SURFACE MOTION
 RD1182
 RD1182  HISTORY     - Date     Condition        Report By
 RD1182  HISTORY     - 1930     MONUMENTED       CGS
 RD1182  HISTORY     - 1966     GOOD             NGS
 RD1182  HISTORY     - 1987     GOOD             USPSQD
 RD1182  HISTORY     - 1987     GOOD             NGS
 RD1182  HISTORY     - 1988     GOOD             USPSQD
 RD1182
 RD1182                          STATION DESCRIPTION
 RD1182
 RD1182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 RD1182'12.1 MI N FROM MOHLER.
 RD1182'12.1 MILES NORTH ALONG STATE HIGHWAY 53 FROM THE MOHLER CHEESE
 RD1182'FACTORY, 0.6 MILE NORTH OF THE BRIDGE OVER JACK HORNER CREEK, 0.4 MILE
 RD1182'SOUTH OF MILE POST NO. 5, 120 FEET SOUTH OF A GRAVELED ROAD WEST, 23
 RD1182'FEET WEST OF THE CENTER OF THE HIGHWAY AND 1 FOOT NORTH OF A METAL
 RD1182'WITNESS POST SET IN A 9-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 5
 RD1182'INCHES.
 RD1182
 RD1182                          STATION RECOVERY (1987)
 RD1182
 RD1182'RECOVERY NOTE BY US POWER SQUADRON 1987 (RCC)
 RD1182'RECOVERED IN GOOD CONDITION.
 RD1182
 RD1182                          STATION RECOVERY (1987)
 RD1182
 RD1182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD1182'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  2.3 KM (1.45
 RD1182'MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE CITY HALL IN NEHALEM,
 RD1182'THENCE 22.0 KM (13.65 MI) NORTHEASTERLY ALONG STATE HIGHWAY 53, 40.5
 RD1182'M (132.9 FT) SOUTH OF THE CENTER OF A TRACK ROAD, AND 7.3 M (24.0 FT)
 RD1182'WEST OF THE CENTERLINE OF THE HIGHWAY.  NOTE--THE DISK HAS BEEN
 RD1182'MARRED AND THE DATE IS UNREADABLE.
 RD1182'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 RD1182'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 RD1182
 RD1182                          STATION RECOVERY (1988)
 RD1182
 RD1182'RECOVERY NOTE BY US POWER SQUADRON 1988 (GAN)
 RD1182'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1558 ***********************************************************************
 RC1558  DESIGNATION -  A 470
 RC1558  PID         -  RC1558
 RC1558  STATE/COUNTY-  OR/HOOD RIVER
 RC1558  USGS QUAD   -  MT DEFIANCE (1994)
 RC1558
 RC1558                         *CURRENT SURVEY CONTROL
 RC1558  ___________________________________________________________________
 RC1558* NAD 83(1986)-  45 41 25.     (N)    121 43 46.     (W)     SCALED    
 RC1558* NAVD 88     -        29.302  (meters)      96.14   (feet)  ADJUSTED  
 RC1558  ___________________________________________________________________
 RC1558  GEOID HEIGHT-         -21.49  (meters)                     GEOID03
 RC1558  DYNAMIC HT  -          29.301 (meters)      96.13  (feet)  COMP
 RC1558  MODELED GRAV-     980,587.6   (mgal)                       NAVD 88
 RC1558
 RC1558  VERT ORDER  -  FIRST     CLASS II
 RC1558
 RC1558.The horizontal coordinates were scaled from a topographic map and have
 RC1558.an estimated accuracy of +/- 6 seconds.
 RC1558
 RC1558.The orthometric height was determined by differential leveling
 RC1558.and adjusted in June 1991.
 RC1558
 RC1558.The geoid height was determined by GEOID03.
 RC1558
 RC1558.The dynamic height is computed by dividing the NAVD 88
 RC1558.geopotential number by the normal gravity value computed on the
 RC1558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1558.degrees latitude (g = 980.6199 gals.).
 RC1558
 RC1558.The modeled gravity was interpolated from observed gravity values.
 RC1558
 RC1558;                    North         East    Units  Estimated Accuracy
 RC1558;SPC OR N     -   225,600.    2,404,240.      MT  (+/- 180 meters Scaled)
 RC1558
 RC1558                          SUPERSEDED SURVEY CONTROL
 RC1558
 RC1558  NGVD 29 (??/??/92)   28.283  (m)           92.79   (f) ADJ UNCH    1 2
 RC1558
 RC1558.Superseded values are not recommended for survey control.
 RC1558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1558.See file dsdata.txt to determine how the superseded data were derived.
 RC1558
 RC1558_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER989604(NAD 83)
 RC1558_MARKER: DB = BENCH MARK DISK
 RC1558_SETTING: 80 = SET IN A BOULDER
 RC1558_SP_SET: BOULDER
 RC1558_STAMPING: A 470 1941
 RC1558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1558+STABILITY: SURFACE MOTION
 RC1558
 RC1558  HISTORY     - Date     Condition        Report By
 RC1558  HISTORY     - 1941     MONUMENTED       CGS
 RC1558  HISTORY     - 1956     MARK NOT FOUND   NGS
 RC1558  HISTORY     - 19560607 MARK NOT FOUND   USPSQD
 RC1558  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 RC1558
 RC1558                          STATION DESCRIPTION
 RC1558
 RC1558'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 RC1558'9 MI E FROM CASCADE LOCKS.
 RC1558'ABOUT 9 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM CASCADE
 RC1558'LOCKS, AT RAILROAD MILAGE ABOUT 51.8.  ABOUT 160 FEET SOUTH OF THE
 RC1558'CENTER OF THE RAILROAD TRACK.  AT POINT WHERE COLUMBIA RIVER HIGHWAY
 RC1558'CROSSES SUMMIT CREEK, ABOUT 150 FEET EAST OF BRONZE TABLET IN FACE OF
 RC1558'CLIFF MARKING SPOT WHERE FIRST WORK WAS DONE ON HIGHWAY, ABOUT 15 FEET
 RC1558'NORTH OF THE CENTER OF THE HIGHWAY, IN TOP OF A BOULDER.
 RC1558
 RC1558                          STATION RECOVERY (1956)
 RC1558
 RC1558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 RC1558'MARK NOT FOUND.
 RC1558
 RC1558                          STATION RECOVERY (1956)
 RC1558
 RC1558'RECOVERY NOTE BY US POWER SQUADRON 1956 (WWP)
 RC1558'MARK NOT FOUND.
 RC1558
 RC1558                          STATION RECOVERY (1989)
 RC1558
 RC1558'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RC1558'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0300 ***********************************************************************
 OA0300  DESIGNATION -  A 471 RESET
 OA0300  PID         -  OA0300
 OA0300  STATE/COUNTY-  OR/DOUGLAS
 OA0300  USGS QUAD   -  WINCHESTER BAY (1985)
 OA0300
 OA0300                         *CURRENT SURVEY CONTROL
 OA0300  ___________________________________________________________________
 OA0300* NAD 83(1986)-  43 38 11.     (N)    124 11 18.     (W)     SCALED    
 OA0300* NAVD 88     -        74.74   (meters)     245.2    (feet)  RESET     
 OA0300  ___________________________________________________________________
 OA0300  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 OA0300  VERT ORDER  -  THIRD
 OA0300
 OA0300.The horizontal coordinates were scaled from a topographic map and have
 OA0300.an estimated accuracy of +/- 6 seconds.
 OA0300
 OA0300.The orthometric height was computed from unverified reset data.
 OA0300
 OA0300.The geoid height was determined by GEOID03.
 OA0300
 OA0300;                    North         East    Units  Estimated Accuracy
 OA0300;SPC OR S     -   225,360.    1,202,490.      MT  (+/- 180 meters Scaled)
 OA0300
 OA0300                          SUPERSEDED SURVEY CONTROL
 OA0300
 OA0300.No superseded survey control is available for this station.
 OA0300
 OA0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP041321(NAD 83)
 OA0300_MARKER: DB = BENCH MARK DISK
 OA0300_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 OA0300_SP_SET: CURB
 OA0300_STAMPING: A 471 RESET 1967
 OA0300_MARK LOGO: CGS   
 OA0300_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OA0300
 OA0300  HISTORY     - Date     Condition        Report By
 OA0300  HISTORY     - 1967     MONUMENTED       CGS
 OA0300  HISTORY     - 1987     GOOD             NGS
 OA0300  HISTORY     - 20020729 MARK NOT FOUND   USPSQD
 OA0300
 OA0300                          STATION DESCRIPTION
 OA0300
 OA0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 OA0300'2.95 MI S FROM WINCHESTER BAY.
 OA0300'REACHED FROM THE WINCHESTER BAY POST OFFICE GO SOUTH ON U.S. HIGHWAY
 OA0300'101 FOR 2.95 MILES TO THE MARK ON THE LEFT, A STANDARD BENCH MARK DISK
 OA0300'CEMENTED IN A DRILL HOLE IN THE CURB, 0.3 MILE NORTH OF MILE POST NO.
 OA0300'219, 15.5 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 101, 7 FEET
 OA0300'WEST OF THE CYCLONE FENCE AT THE WEST SHORE OF CLEAR LAKE AND 4.5 FEET
 OA0300'NORTHWEST OF A TELEPHONE POLE WITH A WITNESS SIGN NAILED ON IT.
 OA0300
 OA0300                          STATION RECOVERY (1987)
 OA0300
 OA0300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 OA0300'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  12.5 KM
 OA0300'(7.75 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF STATE
 OA0300'HIGHWAY 38 IN REEDSPORT.  ADD--11.1 M (36.4 FT) SOUTH OF THE SOUTH
 OA0300'END OF A 15 BY 32 INCH STORM DRAIN, AND 2.1 M (6.9 FT) WEST OF A
 OA0300'WITNESS POST.  DELETE--4.5 FEET NORTHWEST OF A TELEPHONE POLE WITH A
 OA0300'WITNESS SIGN NAILED ON IT.  NOTE--THERE HAS BEEN A GUARDRAIL
 OA0300'CONSTRUCTED OVER THE DISK AND THE MARK WAS NOT LEVELED TO THIS
 OA0300'SURVEY.
 OA0300
 OA0300                          STATION RECOVERY (2002)
 OA0300
 OA0300'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 OA0300'HIGHWAY HAS BEEN WIDENED AND CONCRETE BARRIER THIS LOCATION.
 OA0300' 
 OA0300' 
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0591 ***********************************************************************
 PC0591  DESIGNATION -  A 472
 PC0591  PID         -  PC0591
 PC0591  STATE/COUNTY-  OR/DOUGLAS
 PC0591  USGS QUAD   -  DEVILS GRAVEYARD (1990)
 PC0591
 PC0591                         *CURRENT SURVEY CONTROL
 PC0591  ___________________________________________________________________
 PC0591* NAD 83(1986)-  43 39 36.     (N)    123 42 41.     (W)     SCALED    
 PC0591* NAVD 88     -        23.510  (meters)      77.13   (feet)  ADJUSTED  
 PC0591  ___________________________________________________________________
 PC0591  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 PC0591  DYNAMIC HT  -          23.506 (meters)      77.12  (feet)  COMP
 PC0591  MODELED GRAV-     980,476.5   (mgal)                       NAVD 88
 PC0591
 PC0591  VERT ORDER  -  FIRST     CLASS II
 PC0591
 PC0591.The horizontal coordinates were scaled from a topographic map and have
 PC0591.an estimated accuracy of +/- 6 seconds.
 PC0591
 PC0591.The orthometric height was determined by differential leveling
 PC0591.and adjusted in June 1991.
 PC0591
 PC0591.The geoid height was determined by GEOID03.
 PC0591
 PC0591.The dynamic height is computed by dividing the NAVD 88
 PC0591.geopotential number by the normal gravity value computed on the
 PC0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0591.degrees latitude (g = 980.6199 gals.).
 PC0591
 PC0591.The modeled gravity was interpolated from observed gravity values.
 PC0591
 PC0591;                    North         East    Units  Estimated Accuracy
 PC0591;SPC OR S     -   226,390.    1,241,040.      MT  (+/- 180 meters Scaled)
 PC0591
 PC0591                          SUPERSEDED SURVEY CONTROL
 PC0591
 PC0591  NGVD 29 (??/??/92)   22.423  (m)           73.57   (f) ADJ UNCH    1 2
 PC0591
 PC0591.Superseded values are not recommended for survey control.
 PC0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0591.See file dsdata.txt to determine how the superseded data were derived.
 PC0591
 PC0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP426343(NAD 83)
 PC0591_MARKER: DB = BENCH MARK DISK
 PC0591_SETTING: 80 = SET IN A BOULDER
 PC0591_SP_SET: BOULDER
 PC0591_STAMPING: A-472 1941
 PC0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0591+STABILITY: SURFACE MOTION
 PC0591
 PC0591  HISTORY     - Date     Condition        Report By
 PC0591  HISTORY     - 1941     MONUMENTED       CGS
 PC0591
 PC0591                          STATION DESCRIPTION
 PC0591
 PC0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 PC0591'7.2 MI E FROM SCOTTSBURG.
 PC0591'ABOUT 7.2 MILES EAST ALONG THE UMPQUA HIGHWAY FROM SCOTTSBURG, DOUGLAS
 PC0591'COUNTY, AND 12.5 MILES NORTHWEST FROM ELKTON, DOUGLAS COUNTY, ABOUT 33
 PC0591'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 135 FEET EAST OF A LARGE
 PC0591'WHITE HOUSE, 5 FEET EAST OF A FARM FIELD GATE, AND .65 MILES EAST OF
 PC0591'THE LONG PRAIRIE SCHOOL.  A WHITE WITNESS POST IS SET BY THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0604 ***********************************************************************
 RD0604  DESIGNATION -  A 473
 RD0604  PID         -  RD0604
 RD0604  STATE/COUNTY-  OR/COLUMBIA
 RD0604  USGS QUAD   -  DEER ISLAND (1990)
 RD0604
 RD0604                         *CURRENT SURVEY CONTROL
 RD0604  ___________________________________________________________________
 RD0604* NAD 83(1986)-  45 59 47.     (N)    122 52 22.     (W)     SCALED    
 RD0604* NAVD 88     -         8.299  (meters)      27.23   (feet)  POSTED    
 RD0604  ___________________________________________________________________
 RD0604  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 RD0604  DYNAMIC HT  -           8.300 (meters)      27.23  (feet)  COMP
 RD0604  MODELED GRAV-     980,676.5   (mgal)                       NAVD 88
 RD0604
 RD0604  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 RD0604
 RD0604.The horizontal coordinates were scaled from a topographic map and have
 RD0604.an estimated accuracy of +/- 6 seconds.
 RD0604
 RD0604.The orthometric height was determined by differential leveling
 RD0604.and adjusted by the  in 1992.
 RD0604.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 RD0604.rate of 0.0 thru 1.0 mm/km.
 RD0604
 RD0604.The geoid height was determined by GEOID03.
 RD0604
 RD0604.The dynamic height is computed by dividing the NAVD 88
 RD0604.geopotential number by the normal gravity value computed on the
 RD0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0604.degrees latitude (g = 980.6199 gals.).
 RD0604
 RD0604.The modeled gravity was interpolated from observed gravity values.
 RD0604
 RD0604;                    North         East    Units  Estimated Accuracy
 RD0604;SPC OR N     -   261,590.    2,316,210.      MT  (+/- 180 meters Scaled)
 RD0604
 RD0604                          SUPERSEDED SURVEY CONTROL
 RD0604
 RD0604  NGVD 29 (??/??/92)    7.288  (m)           23.91   (f) ADJ UNCH    1 2
 RD0604
 RD0604.Superseded values are not recommended for survey control.
 RD0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0604.See file dsdata.txt to determine how the superseded data were derived.
 RD0604
 RD0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER098936(NAD 83)
 RD0604_MARKER: DB = BENCH MARK DISK
 RD0604_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD0604_SP_SET: FOOTING
 RD0604_STAMPING: A 473 1941
 RD0604_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0604_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD0604+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2006
 RD0604
 RD0604  HISTORY     - Date     Condition        Report By
 RD0604  HISTORY     - 1941     MONUMENTED       CGS
 RD0604  HISTORY     - 1979     GOOD             LOCENG
 RD0604  HISTORY     - 20040505 GOOD             USPSQD
 RD0604  HISTORY     - 20060809 GOOD             USPSQD
 RD0604  HISTORY     - 20060809 GOOD             USPSQD
 RD0604
 RD0604                          STATION DESCRIPTION
 RD0604
 RD0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 RD0604'1.4 MI S FROM GOBLE.
 RD0604'ABOUT 1.4 MILES SOUTH OF GOBLE, ALONG THE SPOKANE, PORTLAND AND
 RD0604'SEATTLE RAILWAY, ABOUT 320 FEET NORTH OF PRIVATE ROAD CROSSING, 243
 RD0604'FEET NORTH OF RAILWAY MILEAGE 38, 14 FEET EAST OF CENTER OF TRACK, 1
 RD0604'FOOT BELOW TRACK LEVEL, ON OLD WATER TANK FOOTING, 1 FOOT FROM
 RD0604'SOUTHWEST CORNER, A STANDARD DISK SET.
 RD0604
 RD0604                          STATION RECOVERY (1979)
 RD0604
 RD0604'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 RD0604'RECOVERED IN GOOD CONDITION.
 RD0604
 RD0604                          STATION RECOVERY (2004)
 RD0604
 RD0604'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 RD0604'RECOVERED IN GOOD CONDITION.
 RD0604
 RD0604                          STATION RECOVERY (2006)
 RD0604
 RD0604'RECOVERY NOTE BY US POWER SQUADRON 2006 (SAO)
 RD0604'RECOVERED IN GOOD CONDITION.
 RD0604
 RD0604                          STATION RECOVERY (2006)
 RD0604
 RD0604'RECOVERY NOTE BY US POWER SQUADRON 2006
 RD0604'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0982 ***********************************************************************
 RD0982  DESIGNATION -  A 474
 RD0982  PID         -  RD0982
 RD0982  STATE/COUNTY-  OR/POLK
 RD0982  USGS QUAD   -  GRAND RONDE (1979)
 RD0982
 RD0982                         *CURRENT SURVEY CONTROL
 RD0982  ___________________________________________________________________
 RD0982* NAD 83(1986)-  45 03 39.     (N)    123 33 24.     (W)     SCALED    
 RD0982* NAVD 88     -        87.154  (meters)     285.94   (feet)  ADJUSTED  
 RD0982  ___________________________________________________________________
 RD0982  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 RD0982  DYNAMIC HT  -          87.156 (meters)     285.94  (feet)  COMP
 RD0982  MODELED GRAV-     980,640.7   (mgal)                       NAVD 88
 RD0982
 RD0982  VERT ORDER  -  FIRST     CLASS II
 RD0982
 RD0982.The horizontal coordinates were scaled from a topographic map and have
 RD0982.an estimated accuracy of +/- 6 seconds.
 RD0982
 RD0982.The orthometric height was determined by differential leveling
 RD0982.and adjusted in June 1991.
 RD0982
 RD0982.The geoid height was determined by GEOID03.
 RD0982
 RD0982.The dynamic height is computed by dividing the NAVD 88
 RD0982.geopotential number by the normal gravity value computed on the
 RD0982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0982.degrees latitude (g = 980.6199 gals.).
 RD0982
 RD0982.The modeled gravity was interpolated from observed gravity values.
 RD0982
 RD0982;                    North         East    Units  Estimated Accuracy
 RD0982;SPC OR N     -   159,480.    2,259,330.      MT  (+/- 180 meters Scaled)
 RD0982
 RD0982                          SUPERSEDED SURVEY CONTROL
 RD0982
 RD0982  NGVD 29 (??/??/92)   86.100  (m)          282.48   (f) ADJ UNCH    1 2
 RD0982
 RD0982.Superseded values are not recommended for survey control.
 RD0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0982.See file dsdata.txt to determine how the superseded data were derived.
 RD0982
 RD0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ561898(NAD 83)
 RD0982_MARKER: DB = BENCH MARK DISK
 RD0982_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RD0982_SP_SET: PIER
 RD0982_STAMPING: A 474 1941
 RD0982_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RD0982
 RD0982  HISTORY     - Date     Condition        Report By
 RD0982  HISTORY     - 1941     MONUMENTED       CGS
 RD0982  HISTORY     - 1974     MARK NOT FOUND   NGS
 RD0982
 RD0982                          STATION DESCRIPTION
 RD0982
 RD0982'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 RD0982'0.7 MI E FROM VALLEY JUNCTION.
 RD0982'MARK IS LOCATED AT NORTHWEST CORNER OF HIGHWAY BRIDGE OVER SOUTH
 RD0982'YAMHILL RIVER, IN PIER.
 RD0982
 RD0982                          STATION RECOVERY (1974)
 RD0982
 RD0982'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 RD0982'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0408 ***********************************************************************
 QE0408  DESIGNATION -  A 475
 QE0408  PID         -  QE0408
 QE0408  STATE/COUNTY-  OR/LINN
 QE0408  USGS QUAD   -  LYONS (1985)
 QE0408
 QE0408                         *CURRENT SURVEY CONTROL
 QE0408  ___________________________________________________________________
 QE0408* NAD 83(1986)-  44 45 46.     (N)    122 33 20.     (W)     SCALED    
 QE0408* NAVD 88     -       227.637  (meters)     746.84   (feet)  ADJUSTED  
 QE0408  ___________________________________________________________________
 QE0408  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 QE0408  DYNAMIC HT  -         227.596 (meters)     746.70  (feet)  COMP
 QE0408  MODELED GRAV-     980,432.8   (mgal)                       NAVD 88
 QE0408
 QE0408  VERT ORDER  -  FIRST     CLASS II
 QE0408
 QE0408.The horizontal coordinates were scaled from a topographic map and have
 QE0408.an estimated accuracy of +/- 6 seconds.
 QE0408
 QE0408.The orthometric height was determined by differential leveling
 QE0408.and adjusted in June 1991.
 QE0408
 QE0408.The geoid height was determined by GEOID03.
 QE0408
 QE0408.The dynamic height is computed by dividing the NAVD 88
 QE0408.geopotential number by the normal gravity value computed on the
 QE0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0408.degrees latitude (g = 980.6199 gals.).
 QE0408
 QE0408.The modeled gravity was interpolated from observed gravity values.
 QE0408
 QE0408;                    North         East    Units  Estimated Accuracy
 QE0408;SPC OR N     -   123,870.    2,337,290.      MT  (+/- 180 meters Scaled)
 QE0408
 QE0408                          SUPERSEDED SURVEY CONTROL
 QE0408
 QE0408  NGVD 29 (??/??/92)  226.578  (m)          743.36   (f) ADJ UNCH    1 2
 QE0408
 QE0408.Superseded values are not recommended for survey control.
 QE0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0408.See file dsdata.txt to determine how the superseded data were derived.
 QE0408
 QE0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ351566(NAD 83)
 QE0408_MARKER: DB = BENCH MARK DISK
 QE0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0408_STAMPING: A 475 1941
 QE0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0408+STABILITY: SURFACE MOTION
 QE0408
 QE0408  HISTORY     - Date     Condition        Report By
 QE0408  HISTORY     - 1941     MONUMENTED       CGS
 QE0408  HISTORY     - 1967     GOOD             NGS
 QE0408  HISTORY     - 1982     GOOD             USGS
 QE0408
 QE0408                          STATION DESCRIPTION
 QE0408
 QE0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 QE0408'3.3 MI E FROM LYONS.
 QE0408'ABOUT 3.3 MILES EAST OF LYONS, ALONG THE NORTH SANTIAM HIGHWAY, 48
 QE0408'FEET NORTH OF WOODEN BRIDGE OVER SMALL CREEK, 12 FEET SOUTH OF MARTIN
 QE0408'FARMYARD FENCE.  A STANDARD DISK SET IN A CONCRETE POST.  WITNESS POST
 QE0408'SET BY MARK.
 QE0408
 QE0408                          STATION RECOVERY (1967)
 QE0408
 QE0408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 QE0408'RECOVERED IN GOOD CONDITION.
 QE0408
 QE0408                          STATION RECOVERY (1982)
 QE0408
 QE0408'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 QE0408'LYONS POST OFFICE, 3.0 MI. EAST OF ALONG LYONSMILLS CITY DRIVE, 43
 QE0408'FT. N. OF CENTERLINE OF MAIN RD., 25 FT. WEST OF DRIVEWAY, 5 FT. WEST
 QE0408'OF FENCE, 1.1 FT. SOUTH OF STEEL WITNESS POST, SET IN TOP OF CONCRETE
 QE0408'POST PROJECTING ABOUT 0.3 FT, STANDARD USC AND GS TABLET STAMPED ' A
 QE0408'475 1941'.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1103 ***********************************************************************
 QD1103  DESIGNATION -  A 476
 QD1103  PID         -  QD1103
 QD1103  STATE/COUNTY-  OR/JEFFERSON
 QD1103  USGS QUAD   -  THREE FINGERED JACK (1988)
 QD1103
 QD1103                         *CURRENT SURVEY CONTROL
 QD1103  ___________________________________________________________________
 QD1103* NAD 83(1986)-  44 25 06.     (N)    121 45 56.     (W)     SCALED    
 QD1103* NAVD 88     -      1205.369  (meters)    3954.61   (feet)  ADJUSTED  
 QD1103  ___________________________________________________________________
 QD1103  GEOID HEIGHT-         -21.22  (meters)                     GEOID03
 QD1103  DYNAMIC HT  -        1204.924 (meters)    3953.15  (feet)  COMP
 QD1103  MODELED GRAV-     980,206.5   (mgal)                       NAVD 88
 QD1103
 QD1103  VERT ORDER  -  FIRST     CLASS II
 QD1103
 QD1103.The horizontal coordinates were scaled from a topographic map and have
 QD1103.an estimated accuracy of +/- 6 seconds.
 QD1103
 QD1103.The orthometric height was determined by differential leveling
 QD1103.and adjusted in June 1991.
 QD1103
 QD1103.The geoid height was determined by GEOID03.
 QD1103
 QD1103.The dynamic height is computed by dividing the NAVD 88
 QD1103.geopotential number by the normal gravity value computed on the
 QD1103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1103.degrees latitude (g = 980.6199 gals.).
 QD1103
 QD1103.The modeled gravity was interpolated from observed gravity values.
 QD1103
 QD1103;                    North         East    Units  Estimated Accuracy
 QD1103;SPC OR N     -    84,320.    2,399,220.      MT  (+/- 180 meters Scaled)
 QD1103
 QD1103                          SUPERSEDED SURVEY CONTROL
 QD1103
 QD1103  NGVD 29 (??/??/92) 1204.165  (m)         3950.66   (f) ADJ UNCH    1 2
 QD1103
 QD1103.Superseded values are not recommended for survey control.
 QD1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1103.See file dsdata.txt to determine how the superseded data were derived.
 QD1103
 QD1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ982190(NAD 83)
 QD1103_MARKER: DB = BENCH MARK DISK
 QD1103_SETTING: 66 = SET IN ROCK OUTCROP
 QD1103_SP_SET: ROCK SHELF
 QD1103_STAMPING: A 476 1941
 QD1103_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QD1103+STABILITY: POSITION/ELEVATION WELL
 QD1103
 QD1103  HISTORY     - Date     Condition        Report By
 QD1103  HISTORY     - 1941     MONUMENTED       CGS
 QD1103  HISTORY     - 1958     MARK NOT FOUND   NGS
 QD1103
 QD1103                          STATION DESCRIPTION
 QD1103
 QD1103'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 QD1103'15.7 MI W FROM SISTERS.
 QD1103'ABOUT 15.7 MILES WEST OF SISTERS POST OFFICE, ALONG U.S. HIGHWAY NO.
 QD1103'20, ABOUT CENTER OF SHORT STRAIGHT LENGTH OF ROAD, AT THE BASE OF AN
 QD1103'80 FEET ROCK BLUFF, 25 FEET WEST OF CENTER OF HIGHWAY, 1 FOOT ABOVE
 QD1103'ROAD LEVEL IN A ROCK SHELF.  A STANDARD DISK.  WITNESS POST SET BY
 QD1103'MARK.
 QD1103
 QD1103                          STATION RECOVERY (1958)
 QD1103
 QD1103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 QD1103'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0154 ***********************************************************************
 PC0154  DESIGNATION -  A 477
 PC0154  PID         -  PC0154
 PC0154  STATE/COUNTY-  OR/DOUGLAS
 PC0154  USGS QUAD   -  STEAMBOAT (1997)
 PC0154
 PC0154                         *CURRENT SURVEY CONTROL
 PC0154  ___________________________________________________________________
 PC0154* NAD 83(1986)-  43 19 13.     (N)    122 41 38.     (W)     SCALED    
 PC0154* NAVD 88     -       376.198  (meters)    1234.24   (feet)  ADJUSTED  
 PC0154  ___________________________________________________________________
 PC0154  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 PC0154  DYNAMIC HT  -         376.068 (meters)    1233.82  (feet)  COMP
 PC0154  MODELED GRAV-     980,265.0   (mgal)                       NAVD 88
 PC0154
 PC0154  VERT ORDER  -  FIRST     CLASS II
 PC0154
 PC0154.The horizontal coordinates were scaled from a topographic map and have
 PC0154.an estimated accuracy of +/- 6 seconds.
 PC0154
 PC0154.The orthometric height was determined by differential leveling
 PC0154.and adjusted in June 1991.
 PC0154
 PC0154.The geoid height was determined by GEOID03.
 PC0154
 PC0154.The dynamic height is computed by dividing the NAVD 88
 PC0154.geopotential number by the normal gravity value computed on the
 PC0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0154.degrees latitude (g = 980.6199 gals.).
 PC0154
 PC0154.The modeled gravity was interpolated from observed gravity values.
 PC0154
 PC0154;                    North         East    Units  Estimated Accuracy
 PC0154;SPC OR S     -   186,020.    1,322,080.      MT  (+/- 180 meters Scaled)
 PC0154
 PC0154                          SUPERSEDED SURVEY CONTROL
 PC0154
 PC0154  NGVD 29 (??/??/92)  375.064  (m)         1230.52   (f) ADJ UNCH    1 2
 PC0154
 PC0154.Superseded values are not recommended for survey control.
 PC0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0154.See file dsdata.txt to determine how the superseded data were derived.
 PC0154
 PC0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN248964(NAD 83)
 PC0154_MARKER: DB = BENCH MARK DISK
 PC0154_SETTING: 66 = SET IN ROCK OUTCROP
 PC0154_SP_SET: ROCK POINT
 PC0154_STAMPING: A 477 1941
 PC0154_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PC0154+STABILITY: POSITION/ELEVATION WELL
 PC0154
 PC0154  HISTORY     - Date     Condition        Report By
 PC0154  HISTORY     - 1941     MONUMENTED       CGS
 PC0154  HISTORY     - 1955     MARK NOT FOUND   NGS
 PC0154  HISTORY     - 19851101 MARK NOT FOUND   USGS
 PC0154
 PC0154                          STATION DESCRIPTION
 PC0154
 PC0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 PC0154'3.6 MI SE FROM STEAMBOAT.
 PC0154'ABOUT 3.6 MILES SOUTHEAST OF STEAMBOAT, ALONG THE NORTH UMPQUA
 PC0154'HIGHWAY, OPPOSITE THE NORTH END OF A ROCK BLUFF, 36 FEET SOUTH OF THE
 PC0154'NORTH END OF BLUFF, 21 FEET WEST OF CENTER OF ROAD, 25 FEET ABOVE THE
 PC0154'RIVER, LEVEL WITH THE ROAD ON A ROCK POINT. WITNESS POST SET BY MARK.
 PC0154
 PC0154                          STATION RECOVERY (1955)
 PC0154
 PC0154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 PC0154'MARK NOT FOUND.
 PC0154
 PC0154                          STATION RECOVERY (1985)
 PC0154
 PC0154'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (PSM)
 PC0154'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0889 ***********************************************************************
 QD0889  DESIGNATION -  A 478
 QD0889  PID         -  QD0889
 QD0889  STATE/COUNTY-  OR/DESCHUTES
 QD0889  USGS QUAD   -  BEND (1981)
 QD0889
 QD0889                         *CURRENT SURVEY CONTROL
 QD0889  ___________________________________________________________________
 QD0889* NAD 83(1986)-  44 03 33.     (N)    121 17 16.     (W)     SCALED    
 QD0889* NAVD 88     -      1119.724  (meters)    3673.63   (feet)  ADJUSTED  
 QD0889  ___________________________________________________________________
 QD0889  GEOID HEIGHT-         -20.93  (meters)                     GEOID03
 QD0889  DYNAMIC HT  -        1119.280 (meters)    3672.17  (feet)  COMP
 QD0889  MODELED GRAV-     980,183.9   (mgal)                       NAVD 88
 QD0889
 QD0889  VERT ORDER  -  FIRST     CLASS II
 QD0889
 QD0889.The horizontal coordinates were scaled from a topographic map and have
 QD0889.an estimated accuracy of +/- 6 seconds.
 QD0889
 QD0889.The orthometric height was determined by differential leveling
 QD0889.and adjusted in June 1991.
 QD0889
 QD0889.The geoid height was determined by GEOID03.
 QD0889
 QD0889.The dynamic height is computed by dividing the NAVD 88
 QD0889.geopotential number by the normal gravity value computed on the
 QD0889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0889.degrees latitude (g = 980.6199 gals.).
 QD0889
 QD0889.The modeled gravity was interpolated from observed gravity values.
 QD0889
 QD0889;                    North         East    Units  Estimated Accuracy
 QD0889;SPC OR S     -   266,080.    1,436,880.      MT  (+/- 180 meters Scaled)
 QD0889
 QD0889                          SUPERSEDED SURVEY CONTROL
 QD0889
 QD0889  NGVD 29 (??/??/92) 1118.556  (m)         3669.80   (f) ADJ UNCH    1 2
 QD0889
 QD0889.Superseded values are not recommended for survey control.
 QD0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0889.See file dsdata.txt to determine how the superseded data were derived.
 QD0889
 QD0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP371798(NAD 83)
 QD0889_MARKER: DB = BENCH MARK DISK
 QD0889_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QD0889_SP_SET: CULVERT
 QD0889_STAMPING: A 478 1941
 QD0889_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0889
 QD0889  HISTORY     - Date     Condition        Report By
 QD0889  HISTORY     - 1941     MONUMENTED       CGS
 QD0889
 QD0889                          STATION DESCRIPTION
 QD0889
 QD0889'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 QD0889'1.0 MI E FROM BEND.
 QD0889'MARK IS LOCATED 1 MILE EAST OF BEND ALONG U.S. HIGHWAY NO. 20, 18 FEET
 QD0889'SOUTHWEST CENTERLINE OF HWY., 36 FEET WEST OF JUNCTION OF THE HIGHWAY
 QD0889'NO. 20 AND ROAD LEADING ON TOP OF PILOT BUTTE, IN SOUTHEAST HEADWALL
 QD0889'OF DOUBLE 20 IN. SKEW CULVERT.  CENTER OF HEADWALL, 1 FOOT BELOW ROAD
 QD0889'WAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0381 ***********************************************************************
 QD0381  DESIGNATION -  A 479
 QD0381  PID         -  QD0381
 QD0381  STATE/COUNTY-  OR/CROOK
 QD0381  USGS QUAD   -  PRINEVILLE (1992)
 QD0381
 QD0381                         *CURRENT SURVEY CONTROL
 QD0381  ___________________________________________________________________
 QD0381* NAD 83(1986)-  44 18 10.     (N)    120 49 18.     (W)     SCALED    
 QD0381* NAVD 88     -       882.602  (meters)    2895.67   (feet)  ADJUSTED  
 QD0381  ___________________________________________________________________
 QD0381  GEOID HEIGHT-         -20.48  (meters)                     GEOID03
 QD0381  DYNAMIC HT  -         882.316 (meters)    2894.73  (feet)  COMP
 QD0381  MODELED GRAV-     980,264.4   (mgal)                       NAVD 88
 QD0381
 QD0381  VERT ORDER  -  FIRST     CLASS II
 QD0381
 QD0381.The horizontal coordinates were scaled from a topographic map and have
 QD0381.an estimated accuracy of +/- 6 seconds.
 QD0381
 QD0381.The orthometric height was determined by differential leveling
 QD0381.and adjusted in June 1991.
 QD0381.WARNING-Repeat measurements at this control monument indicate possible
 QD0381.vertical movement.
 QD0381
 QD0381.The geoid height was determined by GEOID03.
 QD0381
 QD0381.The dynamic height is computed by dividing the NAVD 88
 QD0381.geopotential number by the normal gravity value computed on the
 QD0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0381.degrees latitude (g = 980.6199 gals.).
 QD0381
 QD0381.The modeled gravity was interpolated from observed gravity values.
 QD0381
 QD0381;                    North         East    Units  Estimated Accuracy
 QD0381;SPC OR S     -   292,900.    1,474,330.      MT  (+/- 180 meters Scaled)
 QD0381
 QD0381                          SUPERSEDED SURVEY CONTROL
 QD0381
 QD0381  NGVD 29 (??/??/92)  881.485  (m)         2892.01   (f) ADJ UNCH    1 2
 QD0381
 QD0381.Superseded values are not recommended for survey control.
 QD0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0381.See file dsdata.txt to determine how the superseded data were derived.
 QD0381
 QD0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ737078(NAD 83)
 QD0381_MARKER: DD = SURVEY DISK
 QD0381_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QD0381_SP_SET: FOUNDATION
 QD0381_STAMPING: A 479 1941
 QD0381_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QD0381
 QD0381  HISTORY     - Date     Condition        Report By
 QD0381  HISTORY     - 1941     MONUMENTED       ORDT
 QD0381  HISTORY     - 1941     GOOD             NGS
 QD0381  HISTORY     - 19880718 MARK NOT FOUND   NGS
 QD0381
 QD0381                          STATION DESCRIPTION
 QD0381
 QD0381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QD0381'1.05 MI E FROM PRINEVILLE.
 QD0381'1.05 MILES EAST BY ROAD.  MARK IS LOCATED ALONG THE OCHOCO HIGHWAY
 QD0381'EAST OF PRINEVILLE, ABOUT 42 FEET NORTH OF THE CENTERLINE OF THE
 QD0381'HIGHWAY, IN THE NORTHWEST CORNER OF THE CONCRETE FOUNDATION OF THE
 QD0381'HIGHWAY SCALES, U.S.B.M. WITNESS POST IS SET NEAR THE MARK.
 QD0381
 QD0381                          STATION RECOVERY (1988)
 QD0381
 QD0381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QD0381'THE HIGHWAY SCALES HAVE BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1252 ***********************************************************************
 RD1252  DESIGNATION -  A 48 RESET
 RD1252  PID         -  RD1252
 RD1252  STATE/COUNTY-  OR/TILLAMOOK
 RD1252  USGS QUAD   -  GARIBALDI (1985)
 RD1252
 RD1252                         *CURRENT SURVEY CONTROL
 RD1252  ___________________________________________________________________
 RD1252* NAD 83(1986)-  45 31 12.     (N)    123 53 15.     (W)     SCALED    
 RD1252* NAVD 88     -         6.68   (meters)      21.9    (feet)  RESET     
 RD1252  ___________________________________________________________________
 RD1252  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 RD1252  VERT ORDER  -  THIRD
 RD1252
 RD1252.The horizontal coordinates were scaled from a topographic map and have
 RD1252.an estimated accuracy of +/- 6 seconds.
 RD1252
 RD1252.The orthometric height was computed from unverified reset data.
 RD1252
 RD1252.The geoid height was determined by GEOID03.
 RD1252
 RD1252;                    North         East    Units  Estimated Accuracy
 RD1252;SPC OR N     -   211,490.    2,235,430.      MT  (+/- 180 meters Scaled)
 RD1252
 RD1252                          SUPERSEDED SURVEY CONTROL
 RD1252
 RD1252.No superseded survey control is available for this station.
 RD1252
 RD1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR306411(NAD 83)
 RD1252_MARKER: DB = BENCH MARK DISK
 RD1252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD1252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD1252_STAMPING: A 48 OSHD RESET 1963
 RD1252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD1252+STABILITY: SURFACE MOTION
 RD1252
 RD1252  HISTORY     - Date     Condition        Report By
 RD1252  HISTORY     - 1963     MONUMENTED       CGS
 RD1252  HISTORY     - 1964     GOOD             NGS
 RD1252  HISTORY     - 1987     MARK NOT FOUND   NGS
 RD1252
 RD1252                          STATION DESCRIPTION
 RD1252
 RD1252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 RD1252'0.25 MI SW FROM BAY CITY.
 RD1252'0.05 MILE SOUTHWEST ON FIFTH STREET FROM THE BAY CITY POST OFFICE TO
 RD1252'U.S. HIGHWAY 101 THENCE SOUTH ON U.S. HIGHWAY 101 FOR 0.2 MILE TO THE
 RD1252'MARK ON THE RIGHT, 200 FEET NORTHWEST OF A LOADING PLATFORM FOR THE
 RD1252'RAILROAD, 72 FEET EAST OF THE END OF A SIDETRACKS, 68 FEET SOUTHWEST
 RD1252'OF THE CENTER LINE OF THE HIGHWAY, 27 FEET SOUTHEAST OF A TELEPHONE
 RD1252'POLE, 11 FEET NORTHEAST OF THE NEAREST RAIL OF THE RAILROAD AND 0.5
 RD1252'FOOT NORTH OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES.
 RD1252
 RD1252                          STATION RECOVERY (1987)
 RD1252
 RD1252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD1252'THERE IS A NEW CURB AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0064 ***********************************************************************
 PC0064  DESIGNATION -  A 480
 PC0064  PID         -  PC0064
 PC0064  STATE/COUNTY-  OR/DOUGLAS
 PC0064  USGS QUAD   -  FISH CREEK DESERT (1997)
 PC0064
 PC0064                         *CURRENT SURVEY CONTROL
 PC0064  ___________________________________________________________________
 PC0064* NAD 83(1986)-  43 14 04.     (N)    122 24 09.     (W)     SCALED    
 PC0064* NAVD 88     -      1025.143  (meters)    3363.32   (feet)  ADJUSTED  
 PC0064  ___________________________________________________________________
 PC0064  GEOID HEIGHT-         -22.49  (meters)                     GEOID03
 PC0064  DYNAMIC HT  -        1024.676 (meters)    3361.79  (feet)  COMP
 PC0064  MODELED GRAV-     980,129.7   (mgal)                       NAVD 88
 PC0064
 PC0064  VERT ORDER  -  FIRST     CLASS II
 PC0064
 PC0064.The horizontal coordinates were scaled from a topographic map and have
 PC0064.an estimated accuracy of +/- 6 seconds.
 PC0064
 PC0064.The orthometric height was determined by differential leveling
 PC0064.and adjusted in June 1991.
 PC0064
 PC0064.The geoid height was determined by GEOID03.
 PC0064
 PC0064.The dynamic height is computed by dividing the NAVD 88
 PC0064.geopotential number by the normal gravity value computed on the
 PC0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0064.degrees latitude (g = 980.6199 gals.).
 PC0064
 PC0064.The modeled gravity was interpolated from observed gravity values.
 PC0064
 PC0064;                    North         East    Units  Estimated Accuracy
 PC0064;SPC OR S     -   175,910.    1,345,490.      MT  (+/- 180 meters Scaled)
 PC0064
 PC0064                          SUPERSEDED SURVEY CONTROL
 PC0064
 PC0064  NGVD 29 (??/??/92) 1023.944  (m)         3359.39   (f) ADJ UNCH    1 2
 PC0064
 PC0064.Superseded values are not recommended for survey control.
 PC0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0064.See file dsdata.txt to determine how the superseded data were derived.
 PC0064
 PC0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN485870(NAD 83)
 PC0064_MARKER: DB = BENCH MARK DISK
 PC0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PC0064_STAMPING: A 480 - 1941
 PC0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0064+STABILITY: SURFACE MOTION
 PC0064
 PC0064  HISTORY     - Date     Condition        Report By
 PC0064  HISTORY     - 1941     MONUMENTED       CGS
 PC0064  HISTORY     - 19841101 MARK NOT FOUND   USGS
 PC0064
 PC0064                          STATION DESCRIPTION
 PC0064
 PC0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 PC0064'4.1 MI E FROM BIG CAMAS.
 PC0064'ABOUT 4.1 MILES EAST OF BIG CAMAS RANGER STATION, ALONG NORTH UMPQUA
 PC0064'HIGHWAY, AT DOG PRAIRIE TRAIL, 18 FEET SOUTH OF CENTER OF ROAD, 3 FEET
 PC0064'WEST OF TRAIL, AT ROAD LEVEL.  A STANDARD DISK SET IN A CONCRETE POST.
 PC0064'WITNESS POST SET BY MARK.  NOTE-- TURN LEFT ON ROAD AT SIGN READING
 PC0064'SWAMP CREEK FOREST CAMP 1.  PROCEED 0.1 MILES TO CROSSROADS. TURN
 PC0064'RIGHT ON OLD NORTH UMPQUA HIGHWAY 0.6 AT THE JUNCTION OF DOG PRAIRIE
 PC0064'TRAIL, 18 FEET SOUTH.
 PC0064
 PC0064                          STATION RECOVERY (1984)
 PC0064
 PC0064'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984 (PSM)
 PC0064'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0094 ***********************************************************************
 PC0094  DESIGNATION -  A 481 RESET
 PC0094  PID         -  PC0094
 PC0094  STATE/COUNTY-  OR/DOUGLAS
 PC0094  USGS QUAD   -  PUMICE DESERT WEST (1985)
 PC0094
 PC0094                         *CURRENT SURVEY CONTROL
 PC0094  ___________________________________________________________________
 PC0094* NAD 83(1986)-  43 05 59.     (N)    122 07 38.     (W)     SCALED    
 PC0094* NAVD 88     -      1702.78   (meters)    5586.5    (feet)  RESET     
 PC0094  ___________________________________________________________________
 PC0094  GEOID HEIGHT-         -21.62  (meters)                     GEOID03
 PC0094  VERT ORDER  -  THIRD
 PC0094
 PC0094.The horizontal coordinates were scaled from a topographic map and have
 PC0094.an estimated accuracy of +/- 6 seconds.
 PC0094
 PC0094.The orthometric height was computed from unverified reset data.
 PC0094
 PC0094.The geoid height was determined by GEOID03.
 PC0094
 PC0094;                    North         East    Units  Estimated Accuracy
 PC0094;SPC OR S     -   160,470.    1,367,550.      MT  (+/- 180 meters Scaled)
 PC0094
 PC0094                          SUPERSEDED SURVEY CONTROL
 PC0094
 PC0094.No superseded survey control is available for this station.
 PC0094
 PC0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN710722(NAD 83)
 PC0094_MARKER: DB = BENCH MARK DISK
 PC0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PC0094_STAMPING: A 481 RESET 1963
 PC0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0094+STABILITY: SURFACE MOTION
 PC0094
 PC0094  HISTORY     - Date     Condition        Report By
 PC0094  HISTORY     - 1963     MONUMENTED       CGS
 PC0094
 PC0094                          STATION DESCRIPTION
 PC0094
 PC0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PC0094'28.1 MI SW FROM CHEMULT.
 PC0094'THIS MARK CAN BE REACHED FROM THE CHEMULT POST OFFICE BY GOING SOUTH
 PC0094'ON U. S. HIGHWAY 97 FOR 10.0 MILES TO THE JUNCTION WITH STATE HIGHWAY
 PC0094'230 ON THE RIGHT, TURN RIGHT AND GO WEST ON STATE HIGHWAY 230 FOR 17.0
 PC0094'MILES TO A FORK, TAKE RIGHT FORK AND CONTINUE NORTHWESTERLY ON STATE
 PC0094'HIGHWAY 230 FOR 1.1 MILES TO THE BENCH MARK ON THE RIGHT, THIS IS 2.9
 PC0094'MILES SOUTH OF THE CHEVRON SERVICE STATION AT DIAMOND LAKE, 0.1 MILE
 PC0094'SOUTHEAST OF A FILL, 350 FEET WEST OF THE NORTH END OF A METAL
 PC0094'CULVERT, 81 FEET NORTHEAST OF THE CENTER OF THE HIGHWAY, 1 FOOT SOUTH
 PC0094'OF A ROCK CAIRN AND 1 FOOT NORTHWEST OF A METAL WITNESS POST, 52 FEET
 PC0094'NORTHEAST OF THE ORIGINAL MARK, AND SET IN THE TOP OF A 12 INCH SQUARE
 PC0094'CONCRETE MONUMENT THAT PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0313 ***********************************************************************
 QD0313  DESIGNATION -  A 482
 QD0313  PID         -  QD0313
 QD0313  STATE/COUNTY-  OR/CROOK
 QD0313  USGS QUAD   -  BOWMAN DAM (1988)
 QD0313
 QD0313                         *CURRENT SURVEY CONTROL
 QD0313  ___________________________________________________________________
 QD0313* NAD 83(1986)-  44 06 27.     (N)    120 46 11.     (W)     SCALED    
 QD0313* NAVD 88     -       951.904  (meters)    3123.04   (feet)  ADJUSTED  
 QD0313  ___________________________________________________________________
 QD0313  GEOID HEIGHT-         -20.25  (meters)                     GEOID03
 QD0313  DYNAMIC HT  -         951.557 (meters)    3121.90  (feet)  COMP
 QD0313  MODELED GRAV-     980,221.1   (mgal)                       NAVD 88
 QD0313
 QD0313  VERT ORDER  -  SECOND    CLASS 0
 QD0313
 QD0313.The horizontal coordinates were scaled from a topographic map and have
 QD0313.an estimated accuracy of +/- 6 seconds.
 QD0313
 QD0313.The orthometric height was determined by differential leveling
 QD0313.and adjusted in June 1991.
 QD0313
 QD0313.The geoid height was determined by GEOID03.
 QD0313
 QD0313.The dynamic height is computed by dividing the NAVD 88
 QD0313.geopotential number by the normal gravity value computed on the
 QD0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0313.degrees latitude (g = 980.6199 gals.).
 QD0313
 QD0313.The modeled gravity was interpolated from observed gravity values.
 QD0313
 QD0313;                    North         East    Units  Estimated Accuracy
 QD0313;SPC OR S     -   271,180.    1,478,410.      MT  (+/- 180 meters Scaled)
 QD0313
 QD0313                          SUPERSEDED SURVEY CONTROL
 QD0313
 QD0313  NGVD 29 (??/??/92)  950.777  (m)         3119.34   (f) ADJ UNCH    2 0
 QD0313
 QD0313.Superseded values are not recommended for survey control.
 QD0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0313.See file dsdata.txt to determine how the superseded data were derived.
 QD0313
 QD0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP784862(NAD 83)
 QD0313_MARKER: DB = BENCH MARK DISK
 QD0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD0313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QD0313_STAMPING: A 482 1941
 QD0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0313+STABILITY: SURFACE MOTION
 QD0313
 QD0313  HISTORY     - Date     Condition        Report By
 QD0313  HISTORY     - 1941     MONUMENTED       CGS
 QD0313  HISTORY     - 1962     GOOD             NGS
 QD0313  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 QD0313  HISTORY     - 19860501 MARK NOT FOUND   USGS
 QD0313
 QD0313                          STATION DESCRIPTION
 QD0313
 QD0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 QD0313'21 MI SE FROM PRINEVILLE.
 QD0313'ABOUT 21. MILES SOUTH OF PRINEVILLE, ALONG THE CROOKED RIVER HIGHWAY,
 QD0313'ABOUT 1. MILE EAST OF THE CROOKED RIVER BRIDGE, JUST SOUTH OF THE
 QD0313'SOUTHWEST CORNER OF THE C.C.C. CAMP ATHLETIC FIELD, 45 FEET SOUTH OF
 QD0313'THE CENTER OF THE ROAD.  A STANDARD DISK SET IN A CONCRETE POST.
 QD0313'WITNESS POST SET BY MARK.
 QD0313
 QD0313                          STATION RECOVERY (1962)
 QD0313
 QD0313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 QD0313'RECOVERED IN GOOD CONDITION.
 QD0313
 QD0313                          STATION RECOVERY (1986)
 QD0313
 QD0313'RECOVERY NOTE BY US POWER SQUADRON 1986 (DEK)
 QD0313'MARK NOT FOUND.
 QD0313
 QD0313                          STATION RECOVERY (1986)
 QD0313
 QD0313'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (DEK)
 QD0313'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0400 ***********************************************************************
 QC0400  DESIGNATION -  A 483
 QC0400  PID         -  QC0400
 QC0400  STATE/COUNTY-  OR/CROOK
 QC0400  USGS QUAD   -  PAULINA (1992)
 QC0400
 QC0400                         *CURRENT SURVEY CONTROL
 QC0400  ___________________________________________________________________
 QC0400* NAD 83(1986)-  44 08 01.     (N)    119 57 29.     (W)     SCALED    
 QC0400* NAVD 88     -      1122.630  (meters)    3683.16   (feet)  ADJUSTED  
 QC0400  ___________________________________________________________________
 QC0400  GEOID HEIGHT-         -19.23  (meters)                     GEOID03
 QC0400  DYNAMIC HT  -        1122.195 (meters)    3681.73  (feet)  COMP
 QC0400  MODELED GRAV-     980,192.6   (mgal)                       NAVD 88
 QC0400
 QC0400  VERT ORDER  -  FIRST     CLASS II
 QC0400
 QC0400.The horizontal coordinates were scaled from a topographic map and have
 QC0400.an estimated accuracy of +/- 6 seconds.
 QC0400
 QC0400.The orthometric height was determined by differential leveling
 QC0400.and adjusted in June 1991.
 QC0400.WARNING-Repeat measurements at this control monument indicate possible
 QC0400.vertical movement.
 QC0400
 QC0400.The geoid height was determined by GEOID03.
 QC0400
 QC0400.The dynamic height is computed by dividing the NAVD 88
 QC0400.geopotential number by the normal gravity value computed on the
 QC0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0400.degrees latitude (g = 980.6199 gals.).
 QC0400
 QC0400.The modeled gravity was interpolated from observed gravity values.
 QC0400
 QC0400;                    North         East    Units  Estimated Accuracy
 QC0400;SPC OR S     -   274,190.    1,543,370.      MT  (+/- 180 meters Scaled)
 QC0400
 QC0400                          SUPERSEDED SURVEY CONTROL
 QC0400
 QC0400  NGVD 29 (??/??/92) 1121.485  (m)         3679.41   (f) ADJ UNCH    1 2
 QC0400
 QC0400.Superseded values are not recommended for survey control.
 QC0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0400.See file dsdata.txt to determine how the superseded data were derived.
 QC0400
 QC0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKJ633909(NAD 83)
 QC0400_MARKER: DB = BENCH MARK DISK
 QC0400_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QC0400_SP_SET: PIER
 QC0400_STAMPING: A 483 1941
 QC0400_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QC0400
 QC0400  HISTORY     - Date     Condition        Report By
 QC0400  HISTORY     - 1941     MONUMENTED       CGS
 QC0400  HISTORY     - 1976     MARK NOT FOUND   NGS
 QC0400
 QC0400                          STATION DESCRIPTION
 QC0400
 QC0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 QC0400'0.35 MI E FROM PAULINA.
 QC0400'ABOUT 0.35 MILES EAST OF THE STORE AT PAULINA, ALONG THE ROAD TO
 QC0400'BURNS, AT THE NORTHWEST CORNER OF BRIDGE OVER CROOKED RIVER TOP OF
 QC0400'CONCRETE PIER.  A STANDARD DISK SET.
 QC0400
 QC0400                          STATION RECOVERY (1976)
 QC0400
 QC0400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 QC0400'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC0370 ***********************************************************************
 SC0370  DESIGNATION -  A 484
 SC0370  PID         -  SC0370
 SC0370  STATE/COUNTY-  OR/COLUMBIA
 SC0370  USGS QUAD   -  OAK POINT (1985)
 SC0370
 SC0370                         *CURRENT SURVEY CONTROL
 SC0370  ___________________________________________________________________
 SC0370* NAD 83(1986)-  46 07 48.     (N)    123 10 32.     (W)     SCALED    
 SC0370* NAVD 88     -         5.288  (meters)      17.35   (feet)  ADJUSTED  
 SC0370  ___________________________________________________________________
 SC0370  GEOID HEIGHT-         -21.03  (meters)                     GEOID03
 SC0370  DYNAMIC HT  -           5.289 (meters)      17.35  (feet)  COMP
 SC0370  MODELED GRAV-     980,759.8   (mgal)                       NAVD 88
 SC0370
 SC0370  VERT ORDER  -  FIRST     CLASS II
 SC0370
 SC0370.The horizontal coordinates were scaled from a topographic map and have
 SC0370.an estimated accuracy of +/- 6 seconds.
 SC0370
 SC0370.The orthometric height was determined by differential leveling
 SC0370.and adjusted in June 1991.
 SC0370
 SC0370.The geoid height was determined by GEOID03.
 SC0370
 SC0370.The dynamic height is computed by dividing the NAVD 88
 SC0370.geopotential number by the normal gravity value computed on the
 SC0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0370.degrees latitude (g = 980.6199 gals.).
 SC0370
 SC0370.The modeled gravity was interpolated from observed gravity values.
 SC0370
 SC0370;                    North         East    Units  Estimated Accuracy
 SC0370;SPC OR N     -   277,170.    2,293,260.      MT  (+/- 180 meters Scaled)
 SC0370
 SC0370                          SUPERSEDED SURVEY CONTROL
 SC0370
 SC0370  NGVD 29 (??/??/92)    4.291  (m)           14.08   (f) ADJ UNCH    1 2
 SC0370
 SC0370.Superseded values are not recommended for survey control.
 SC0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0370.See file dsdata.txt to determine how the superseded data were derived.
 SC0370
 SC0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS864085(NAD 83)
 SC0370_MARKER: DB = BENCH MARK DISK
 SC0370_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SC0370_SP_SET: CONCRETE BLOCK
 SC0370_STAMPING: A 484 1941
 SC0370_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC0370
 SC0370  HISTORY     - Date     Condition        Report By
 SC0370  HISTORY     - 1941     MONUMENTED       CGS
 SC0370  HISTORY     - 1981     MARK NOT FOUND   USGS
 SC0370  HISTORY     - 1987     MARK NOT FOUND   NGS
 SC0370
 SC0370                          STATION DESCRIPTION
 SC0370
 SC0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 SC0370'1.1 MI W FROM QUINCY.
 SC0370'LOCATED ALONG SPOKANE PORTLAND AND SEATTLE RAILROAD.  ABOUT 1.1 MILES
 SC0370'WEST FROM QUINCY.  ABOUT 10 FEET BELOW R.R. AND COUNTY ROAD FILLS.
 SC0370'ABOUT 37 FEET EAST OF CENTER OF COUNTY ROAD.  ABOUT 48 FEET SOUTH OF
 SC0370'CENTER OF R. R. TRACK.  ABOUT 35 FEET EAST OF R.R. CROSING SIGN 5A
 SC0370'60.4.  ABOUT 400 FEET NORTH OF COLUMBIA RIVER HIGHWAY AT HIGHWAY
 SC0370'MILAGE 62.6.  RAILROAD MILAGE 60.4.
 SC0370
 SC0370                          STATION RECOVERY (1981)
 SC0370
 SC0370'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 SC0370'MARK NOT FOUND.
 SC0370
 SC0370                          STATION RECOVERY (1987)
 SC0370
 SC0370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SC0370'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0073 ***********************************************************************
 RB0073  DESIGNATION -  A 486
 RB0073  PID         -  RB0073
 RB0073  STATE/COUNTY-  OR/UMATILLA
 RB0073  USGS QUAD   -  DUNCAN (1995)
 RB0073
 RB0073                         *CURRENT SURVEY CONTROL
 RB0073  ___________________________________________________________________
 RB0073* NAD 83(1986)-  45 34 02.     (N)    118 19 07.     (W)     SCALED    
 RB0073* NAVD 88     -       696.527  (meters)    2285.19   (feet)  ADJUSTED  
 RB0073  ___________________________________________________________________
 RB0073  GEOID HEIGHT-         -18.74  (meters)                     GEOID03
 RB0073  DYNAMIC HT  -         696.388 (meters)    2284.73  (feet)  COMP
 RB0073  MODELED GRAV-     980,394.6   (mgal)                       NAVD 88
 RB0073
 RB0073  VERT ORDER  -  FIRST     CLASS II
 RB0073
 RB0073.The horizontal coordinates were scaled from a topographic map and have
 RB0073.an estimated accuracy of +/- 6 seconds.
 RB0073
 RB0073.The orthometric height was determined by differential leveling
 RB0073.and adjusted in June 1991.
 RB0073
 RB0073.The geoid height was determined by GEOID03.
 RB0073
 RB0073.The dynamic height is computed by dividing the NAVD 88
 RB0073.geopotential number by the normal gravity value computed on the
 RB0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0073.degrees latitude (g = 980.6199 gals.).
 RB0073
 RB0073.The modeled gravity was interpolated from observed gravity values.
 RB0073
 RB0073;                    North         East    Units  Estimated Accuracy
 RB0073;SPC OR N     -   213,490.    2,670,260.      MT  (+/- 180 meters Scaled)
 RB0073
 RB0073                          SUPERSEDED SURVEY CONTROL
 RB0073
 RB0073  NGVD 29 (??/??/92)  695.468  (m)         2281.71   (f) ADJ UNCH    1 2
 RB0073
 RB0073.Superseded values are not recommended for survey control.
 RB0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0073.See file dsdata.txt to determine how the superseded data were derived.
 RB0073
 RB0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL971468(NAD 83)
 RB0073_MARKER: DB = BENCH MARK DISK
 RB0073_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RB0073_SP_SET: ABUTMENT
 RB0073_STAMPING: A 486 1941
 RB0073_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RB0073
 RB0073  HISTORY     - Date     Condition        Report By
 RB0073  HISTORY     - 1941     MONUMENTED       CGS
 RB0073  HISTORY     - 1951     GOOD             NGS
 RB0073
 RB0073                          STATION DESCRIPTION
 RB0073
 RB0073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 RB0073'0.35 MI NW FROM DUNCAN.
 RB0073'0.35 MILE NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 RB0073'AT DUNCAN, AT A STEEL BRIDGE (247.80) OVER A SMALL CREEK, AND SET IN
 RB0073'TOP OF THE SOUTH CONCRETE ABUTMENT, 6.2 FEET WEST OF THE WEST RAIL,
 RB0073'1.8 FEET EAST OF THE WEST END OF THE ABUTMENT, AND ABOUT 1 1/2 FEET
 RB0073'LOWER THAN THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0060 ***********************************************************************
 PC0060  DESIGNATION -  A 487
 PC0060  PID         -  PC0060
 PC0060  STATE/COUNTY-  OR/DOUGLAS
 PC0060  USGS QUAD   -  FISH CREEK DESERT (1997)
 PC0060
 PC0060                         *CURRENT SURVEY CONTROL
 PC0060  ___________________________________________________________________
 PC0060* NAD 83(1986)-  43 13 49.     (N)    122 27 44.     (W)     SCALED    
 PC0060* NAVD 88     -       948.377  (meters)    3111.47   (feet)  ADJUSTED  
 PC0060  ___________________________________________________________________
 PC0060  GEOID HEIGHT-         -22.63  (meters)                     GEOID03
 PC0060  DYNAMIC HT  -         947.954 (meters)    3110.08  (feet)  COMP
 PC0060  MODELED GRAV-     980,142.2   (mgal)                       NAVD 88
 PC0060
 PC0060  VERT ORDER  -  FIRST     CLASS II
 PC0060
 PC0060.The horizontal coordinates were scaled from a topographic map and have
 PC0060.an estimated accuracy of +/- 6 seconds.
 PC0060
 PC0060.The orthometric height was determined by differential leveling
 PC0060.and adjusted in June 1991.
 PC0060
 PC0060.The geoid height was determined by GEOID03.
 PC0060
 PC0060.The dynamic height is computed by dividing the NAVD 88
 PC0060.geopotential number by the normal gravity value computed on the
 PC0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0060.degrees latitude (g = 980.6199 gals.).
 PC0060
 PC0060.The modeled gravity was interpolated from observed gravity values.
 PC0060
 PC0060;                    North         East    Units  Estimated Accuracy
 PC0060;SPC OR S     -   175,560.    1,340,630.      MT  (+/- 180 meters Scaled)
 PC0060
 PC0060                          SUPERSEDED SURVEY CONTROL
 PC0060
 PC0060  NGVD 29 (??/??/92)  947.188  (m)         3107.57   (f) ADJ UNCH    1 2
 PC0060
 PC0060.Superseded values are not recommended for survey control.
 PC0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0060.See file dsdata.txt to determine how the superseded data were derived.
 PC0060
 PC0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN436865(NAD 83)
 PC0060_MARKER: DD = SURVEY DISK
 PC0060_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PC0060_SP_SET: CONCRETE STREET ISLAND
 PC0060_STAMPING: A 487 1941
 PC0060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PC0060
 PC0060  HISTORY     - Date     Condition        Report By
 PC0060  HISTORY     - 1941     MONUMENTED       ORDT
 PC0060  HISTORY     - 1941     GOOD             NGS
 PC0060  HISTORY     - 19841101 MARK NOT FOUND   USGS
 PC0060
 PC0060                          STATION DESCRIPTION
 PC0060
 PC0060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 PC0060'IN BIG CAMAS.
 PC0060'IN THE NORTH END OF THE END OF THE CONCRETE GAS PUMP ISLAND, AT THE
 PC0060'FOREST SERVICE GAS STATION, 3 FEET SOUTH OF THE NORTH END OF THE
 PC0060'CONCRETE ISLAND.
 PC0060
 PC0060                          STATION RECOVERY (1984)
 PC0060
 PC0060'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984 (PSM)
 PC0060'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0783 ***********************************************************************
 RA0783  DESIGNATION -  A 488
 RA0783  PID         -  RA0783
 RA0783  STATE/COUNTY-  OR/UNION
 RA0783  USGS QUAD   -  UNION (1994)
 RA0783
 RA0783                         *CURRENT SURVEY CONTROL
 RA0783  ___________________________________________________________________
 RA0783* NAD 83(1986)-  45 08 25.     (N)    117 51 57.     (W)     SCALED    
 RA0783* NAVD 88     -       977.451  (meters)    3206.85   (feet)  ADJUSTED  
 RA0783  ___________________________________________________________________
 RA0783  GEOID HEIGHT-         -17.16  (meters)                     GEOID03
 RA0783  DYNAMIC HT  -         977.177 (meters)    3205.95  (feet)  COMP
 RA0783  MODELED GRAV-     980,304.2   (mgal)                       NAVD 88
 RA0783
 RA0783  VERT ORDER  -  FIRST     CLASS II
 RA0783
 RA0783.The horizontal coordinates were scaled from a topographic map and have
 RA0783.an estimated accuracy of +/- 6 seconds.
 RA0783
 RA0783.The orthometric height was determined by differential leveling
 RA0783.and adjusted in June 1991.
 RA0783
 RA0783.The geoid height was determined by GEOID03.
 RA0783
 RA0783.The dynamic height is computed by dividing the NAVD 88
 RA0783.geopotential number by the normal gravity value computed on the
 RA0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0783.degrees latitude (g = 980.6199 gals.).
 RA0783
 RA0783.The modeled gravity was interpolated from observed gravity values.
 RA0783
 RA0783;                    North         East    Units  Estimated Accuracy
 RA0783;SPC OR N     -   167,130.    2,707,130.      MT  (+/- 180 meters Scaled)
 RA0783
 RA0783                          SUPERSEDED SURVEY CONTROL
 RA0783
 RA0783  NGVD 29 (??/??/92)  976.336  (m)         3203.20   (f) ADJ UNCH    1 2
 RA0783
 RA0783.Superseded values are not recommended for survey control.
 RA0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0783.See file dsdata.txt to determine how the superseded data were derived.
 RA0783
 RA0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK319988(NAD 83)
 RA0783_MARKER: DB = BENCH MARK DISK
 RA0783_SETTING: 66 = SET IN ROCK OUTCROP
 RA0783_SP_SET: FLAT ROCK
 RA0783_STAMPING: A 488 1941
 RA0783_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA0783+STABILITY: POSITION/ELEVATION WELL
 RA0783
 RA0783  HISTORY     - Date     Condition        Report By
 RA0783  HISTORY     - 1941     MONUMENTED       CGS
 RA0783  HISTORY     - 19920901 MARK NOT FOUND   USGS-R
 RA0783
 RA0783                          STATION DESCRIPTION
 RA0783
 RA0783'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 RA0783'3.6 MI NW FROM TELOCASET.
 RA0783'ABOUT 3.6 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM
 RA0783'TELOCASET, UNION COUNTY, ABOUT 0.4 MILE SOUTHEAST OF CROOKS, BETWEEN
 RA0783'THE FIRST AND SECOND POLES SOUTHEAST OF MILEPOST 309, 55 FEET
 RA0783'SOUTHWEST OF THE CENTER LINE OF THE TRACK, IN THE TOP OF A LARGE FLAT
 RA0783'ROCK, ABOUT 5 FEET HIGHER THAN THE TRACK, AND NEAR A WHITE WOODEN
 RA0783'WITNESS POST.  A STANDARD DISK, STAMPED A 488 1941.
 RA0783
 RA0783                          STATION RECOVERY (1992)
 RA0783
 RA0783'RECOVERY NOTE BY USGS ROCKY MOUNTAIN MAPPING CENTER 1992 (KP)
 RA0783'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0927 ***********************************************************************
 QB0927  DESIGNATION -  A 489
 QB0927  PID         -  QB0927
 QB0927  STATE/COUNTY-  OR/BAKER
 QB0927  USGS QUAD   -  ENCINA (1993)
 QB0927
 QB0927                         *CURRENT SURVEY CONTROL
 QB0927  ___________________________________________________________________
 QB0927* NAD 83(1986)-  44 40 23.     (N)    117 37 42.     (W)     SCALED    
 QB0927* NAVD 88     -      1142.489  (meters)    3748.32   (feet)  ADJUSTED  
 QB0927  ___________________________________________________________________
 QB0927  GEOID HEIGHT-         -16.92  (meters)                     GEOID03
 QB0927  DYNAMIC HT  -        1142.091 (meters)    3747.01  (feet)  COMP
 QB0927  MODELED GRAV-     980,229.4   (mgal)                       NAVD 88
 QB0927
 QB0927  VERT ORDER  -  FIRST     CLASS II
 QB0927
 QB0927.The horizontal coordinates were scaled from a topographic map and have
 QB0927.an estimated accuracy of +/- 6 seconds.
 QB0927
 QB0927.The orthometric height was determined by differential leveling
 QB0927.and adjusted in June 1991.
 QB0927
 QB0927.The geoid height was determined by GEOID03.
 QB0927
 QB0927.The dynamic height is computed by dividing the NAVD 88
 QB0927.geopotential number by the normal gravity value computed on the
 QB0927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0927.degrees latitude (g = 980.6199 gals.).
 QB0927
 QB0927.The modeled gravity was interpolated from observed gravity values.
 QB0927
 QB0927;                    North         East    Units  Estimated Accuracy
 QB0927;SPC OR N     -   115,880.    2,727,640.      MT  (+/- 180 meters Scaled)
 QB0927
 QB0927                          SUPERSEDED SURVEY CONTROL
 QB0927
 QB0927  NGVD 29 (??/??/92) 1141.331  (m)         3744.52   (f) ADJ UNCH    1 2
 QB0927
 QB0927.Superseded values are not recommended for survey control.
 QB0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0927.See file dsdata.txt to determine how the superseded data were derived.
 QB0927
 QB0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK501468(NAD 83)
 QB0927_MARKER: DB = BENCH MARK DISK
 QB0927_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QB0927_SP_SET: FOUNDATION
 QB0927_STAMPING: A 488 1941
 QB0927_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QB0927
 QB0927  HISTORY     - Date     Condition        Report By
 QB0927  HISTORY     - 1941     MONUMENTED       CGS
 QB0927  HISTORY     - 1956     GOOD             NGS
 QB0927
 QB0927                          STATION DESCRIPTION
 QB0927
 QB0927'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 QB0927'IN PLEASANT VALLEY.
 QB0927'AT PLEASANT VALLEY, BAKER COUNTY, AT THE UNION PACIFIC RAILROAD WATER
 QB0927'TANK, AND IN THE TOP OF THE CONCRETE FOUNDATION OF THE NORTHWEST LEG.
 QB0927'A STANDARD DISK, ERRONEOUSLY STAMPED A 488 1941.
 QB0927
 QB0927                          STATION RECOVERY (1956)
 QB0927
 QB0927'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 QB0927'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1040 ***********************************************************************
 RD1040  DESIGNATION -  A 49
 RD1040  PID         -  RD1040
 RD1040  STATE/COUNTY-  OR/TILLAMOOK
 RD1040  USGS QUAD   -  BEAVER (1985)
 RD1040
 RD1040                         *CURRENT SURVEY CONTROL
 RD1040  ___________________________________________________________________
 RD1040* NAD 83(1986)-  45 18 41.     (N)    123 50 14.     (W)     SCALED    
 RD1040* NAVD 88     -        59.523  (meters)     195.28   (feet)  ADJUSTED  
 RD1040  ___________________________________________________________________
 RD1040  GEOID HEIGHT-         -22.18  (meters)                     GEOID03
 RD1040  DYNAMIC HT  -          59.525 (meters)     195.29  (feet)  COMP
 RD1040  MODELED GRAV-     980,659.0   (mgal)                       NAVD 88
 RD1040
 RD1040  VERT ORDER  -  FIRST     CLASS II
 RD1040
 RD1040.The horizontal coordinates were scaled from a topographic map and have
 RD1040.an estimated accuracy of +/- 6 seconds.
 RD1040
 RD1040.The orthometric height was determined by differential leveling
 RD1040.and adjusted in June 1991.
 RD1040.WARNING-Repeat measurements at this control monument indicate possible
 RD1040.vertical movement.
 RD1040
 RD1040.The geoid height was determined by GEOID03.
 RD1040
 RD1040.The dynamic height is computed by dividing the NAVD 88
 RD1040.geopotential number by the normal gravity value computed on the
 RD1040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1040.degrees latitude (g = 980.6199 gals.).
 RD1040
 RD1040.The modeled gravity was interpolated from observed gravity values.
 RD1040
 RD1040;                    North         East    Units  Estimated Accuracy
 RD1040;SPC OR N     -   188,170.    2,238,400.      MT  (+/- 180 meters Scaled)
 RD1040
 RD1040                          SUPERSEDED SURVEY CONTROL
 RD1040
 RD1040  NGVD 29 (??/??/92)   58.460  (m)          191.80   (f) ADJ UNCH    1 2
 RD1040
 RD1040.Superseded values are not recommended for survey control.
 RD1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1040.See file dsdata.txt to determine how the superseded data were derived.
 RD1040
 RD1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR343178(NAD 83)
 RD1040_MARKER: DB = BENCH MARK DISK
 RD1040_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RD1040_SP_SET: GUARDRAIL
 RD1040_STAMPING: A 49 1930
 RD1040_MARK LOGO: ORHD  
 RD1040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD1040+STABILITY: SURFACE MOTION
 RD1040
 RD1040  HISTORY     - Date     Condition        Report By
 RD1040  HISTORY     - 1930     MONUMENTED       ORHD
 RD1040  HISTORY     - 1964     GOOD             NGS
 RD1040  HISTORY     - 1987     GOOD             NGS
 RD1040  HISTORY     - 1989     GOOD             USPSQD
 RD1040  HISTORY     - 1990     GOOD             USPSQD
 RD1040
 RD1040                          STATION DESCRIPTION
 RD1040
 RD1040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 RD1040'2.9 MI N FROM BEAVER.
 RD1040'2.9 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE BEAVER POST OFFICE IN
 RD1040'THE TOP OF THE PARAPET AT THE NORTHWEST CORNER OF THE BRIDGE OVER WEST
 RD1040'BEAVER CREEK, 12 FEET WEST OF THE CENTER OF U.S. HIGHWAY 101 AND 2 1/2
 RD1040'FEET ABOVE THE LEVEL OF THE HIGHWAY.
 RD1040
 RD1040                          STATION RECOVERY (1987)
 RD1040
 RD1040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD1040'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  19.4 KM
 RD1040'(12.05 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM ITS JUNCTION WITH
 RD1040'STATE HIGHWAY 6 IN TILLAMOOK, IN TOP OF THE NORTH END OF THE WEST
 RD1040'GUARDRAIL OF A BRIDGE SPANNING WEST BEAVER CREEK, 4.1 M (13.5 FT)
 RD1040'WEST OF THE CENTERLINE OF THE HIGHWAY, AND 0.1 M (0.3 FT) SOUTH OF
 RD1040'THE NORTH END OF THE GUARDRAIL.
 RD1040'THE MARK IS 0.8 M ABOVE THE HIGHWAY.
 RD1040
 RD1040                          STATION RECOVERY (1989)
 RD1040
 RD1040'RECOVERY NOTE BY US POWER SQUADRON 1989 (RCC)
 RD1040'RECOVERED IN GOOD CONDITION.
 RD1040
 RD1040                          STATION RECOVERY (1990)
 RD1040
 RD1040'RECOVERY NOTE BY US POWER SQUADRON 1990 (KRN)
 RD1040'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0545 ***********************************************************************
 QB0545  DESIGNATION -  A 490
 QB0545  PID         -  QB0545
 QB0545  STATE/COUNTY-  OR/BAKER
 QB0545  USGS QUAD   -  LIME (1988)
 QB0545
 QB0545                         *CURRENT SURVEY CONTROL
 QB0545  ___________________________________________________________________
 QB0545* NAD 83(1986)-  44 29 02.     (N)    117 21 36.     (W)     SCALED    
 QB0545* NAVD 88     -       727.112  (meters)    2385.53   (feet)  ADJUSTED  
 QB0545  ___________________________________________________________________
 QB0545  GEOID HEIGHT-         -16.93  (meters)                     GEOID03
 QB0545  DYNAMIC HT  -         726.892 (meters)    2384.81  (feet)  COMP
 QB0545  MODELED GRAV-     980,292.5   (mgal)                       NAVD 88
 QB0545
 QB0545  VERT ORDER  -  FIRST     CLASS II
 QB0545
 QB0545.The horizontal coordinates were scaled from a topographic map and have
 QB0545.an estimated accuracy of +/- 6 seconds.
 QB0545
 QB0545.The orthometric height was determined by differential leveling
 QB0545.and adjusted in June 1991.
 QB0545
 QB0545.The geoid height was determined by GEOID03.
 QB0545
 QB0545.The dynamic height is computed by dividing the NAVD 88
 QB0545.geopotential number by the normal gravity value computed on the
 QB0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0545.degrees latitude (g = 980.6199 gals.).
 QB0545
 QB0545.The modeled gravity was interpolated from observed gravity values.
 QB0545
 QB0545;                    North         East    Units  Estimated Accuracy
 QB0545;SPC OR N     -    95,670.    2,749,720.      MT  (+/- 180 meters Scaled)
 QB0545
 QB0545                          SUPERSEDED SURVEY CONTROL
 QB0545
 QB0545  NGVD 29 (??/??/92)  726.066  (m)         2382.10   (f) ADJ UNCH    1 2
 QB0545
 QB0545.Superseded values are not recommended for survey control.
 QB0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0545.See file dsdata.txt to determine how the superseded data were derived.
 QB0545
 QB0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK713256(NAD 83)
 QB0545_MARKER: DB = BENCH MARK DISK
 QB0545_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QB0545_SP_SET: ABUTMENT
 QB0545_STAMPING: A 490 1941
 QB0545_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QB0545
 QB0545  HISTORY     - Date     Condition        Report By
 QB0545  HISTORY     - 1941     MONUMENTED       CGS
 QB0545
 QB0545                          STATION DESCRIPTION
 QB0545
 QB0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 QB0545'0.9 MI SE FROM WEATHERBY.
 QB0545'ABOUT 0.9 MILE SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM
 QB0545'WEATHERBY, BAKER COUNTY, AT BRIDGE 378.19, AND IN THE TOP OF THE NORTH
 QB0545'END OF THE EAST ABUTMENT.  A STANDARD DISK, STAMPED A 490 1941.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0878 ***********************************************************************
 RC0878  DESIGNATION -  A 491
 RC0878  PID         -  RC0878
 RC0878  STATE/COUNTY-  OR/WASCO
 RC0878  USGS QUAD   -  THE DALLES SOUTH (1994)
 RC0878
 RC0878                         *CURRENT SURVEY CONTROL
 RC0878  ___________________________________________________________________
 RC0878* NAD 83(1986)-  45 35 50.     (N)    121 10 08.     (W)     SCALED    
 RC0878* NAVD 88     -        31.892  (meters)     104.63   (feet)  ADJUSTED  
 RC0878  ___________________________________________________________________
 RC0878  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 RC0878  DYNAMIC HT  -          31.891 (meters)     104.63  (feet)  COMP
 RC0878  MODELED GRAV-     980,600.7   (mgal)                       NAVD 88
 RC0878
 RC0878  VERT ORDER  -  FIRST     CLASS II
 RC0878
 RC0878.The horizontal coordinates were scaled from a topographic map and have
 RC0878.an estimated accuracy of +/- 6 seconds.
 RC0878
 RC0878.The orthometric height was determined by differential leveling
 RC0878.and adjusted in June 1991.
 RC0878.WARNING-Repeat measurements at this control monument indicate possible
 RC0878.vertical movement.
 RC0878
 RC0878.The geoid height was determined by GEOID03.
 RC0878
 RC0878.The dynamic height is computed by dividing the NAVD 88
 RC0878.geopotential number by the normal gravity value computed on the
 RC0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0878.degrees latitude (g = 980.6199 gals.).
 RC0878
 RC0878.The modeled gravity was interpolated from observed gravity values.
 RC0878
 RC0878;                    North         East    Units  Estimated Accuracy
 RC0878;SPC OR N     -   214,750.    2,447,820.      MT  (+/- 180 meters Scaled)
 RC0878
 RC0878                          SUPERSEDED SURVEY CONTROL
 RC0878
 RC0878  NGVD 29 (??/??/92)   30.898  (m)          101.37   (f) ADJ UNCH    1 2
 RC0878
 RC0878.Superseded values are not recommended for survey control.
 RC0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0878.See file dsdata.txt to determine how the superseded data were derived.
 RC0878
 RC0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR428509(NAD 83)
 RC0878_MARKER: DB = BENCH MARK DISK
 RC0878_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RC0878_SP_SET: RETAINING WALL
 RC0878_STAMPING: A 491 1941
 RC0878_MARK LOGO: CGS   
 RC0878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0878+STABILITY: SURFACE MOTION
 RC0878
 RC0878  HISTORY     - Date     Condition        Report By
 RC0878  HISTORY     - 1941     MONUMENTED       CGS
 RC0878  HISTORY     - 1963     GOOD             NGS
 RC0878  HISTORY     - 1987     GOOD             NGS
 RC0878
 RC0878                          STATION DESCRIPTION
 RC0878
 RC0878'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 RC0878'0.9 MI SE FROM THE DALLES.
 RC0878'0.9 MILE SOUTHEAST FROM POST OFFICE ON U.P. RR. 11 FEET SOUTH OF
 RC0878'TRACK, IN TOP OF EAST END OF HEADWALL, ABOUT 3 FEET ABOVE GRADE.
 RC0878
 RC0878                          STATION RECOVERY (1963)
 RC0878
 RC0878'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 RC0878'RECOVERED IN GOOD CONDITION.
 RC0878
 RC0878                          STATION RECOVERY (1987)
 RC0878
 RC0878'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RC0878'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.0 KM
 RC0878'(0.60 MI) EAST ALONG THIRD STREET FROM THE POST OFFICE IN THE DALLES,
 RC0878'THENCE 0.3 KM (0.20 MI) EAST ALONG THE SOUTH SIDE OF THE UNION
 RC0878'PACIFIC RAILROAD TO AN OVERPASS, IN THE EAST END OF A RETAINING WALL
 RC0878'MEASURING 1 1/2 BY 32 FT LONG, 16.8 M (55.1 FT) EAST OF THE FOURTH
 RC0878'PIER FROM THE SOUTH END OF THE OVERPASS, 7.01 M (23.0 FT) SOUTH OF
 RC0878'THE SOUTH RAIL OF THE MAIN TRACKS, 20.7 M (67.9 FT) NORTH OF THE
 RC0878'NORTH RAIL OF A SIDE TRACK.
 RC0878'THE MARK IS 1.2 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0607 ***********************************************************************
 NZ0607  DESIGNATION -  A 492
 NZ0607  PID         -  NZ0607
 NZ0607  STATE/COUNTY-  OR/JOSEPHINE
 NZ0607  USGS QUAD   -  O'BRIEN (1996)
 NZ0607
 NZ0607                         *CURRENT SURVEY CONTROL
 NZ0607  ___________________________________________________________________
 NZ0607* NAD 83(1991)-  42 04 01.75558(N)    123 42 11.06580(W)     ADJUSTED  
 NZ0607* NAVD 88     -       431.241  (meters)    1414.83   (feet)  ADJUSTED  
 NZ0607  ___________________________________________________________________
 NZ0607  LAPLACE CORR-           5.30  (seconds)                    DEFLEC99
 NZ0607  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 NZ0607  DYNAMIC HT  -         431.063 (meters)    1414.25  (feet)  COMP
 NZ0607  MODELED GRAV-     980,197.4   (mgal)                       NAVD 88
 NZ0607
 NZ0607  HORZ ORDER  -  SECOND
 NZ0607  VERT ORDER  -  SECOND    CLASS 0
 NZ0607
 NZ0607.The horizontal coordinates were established by classical geodetic methods
 NZ0607.and adjusted by the National Geodetic Survey in October 1991.
 NZ0607
 NZ0607.The orthometric height was determined by differential leveling
 NZ0607.and adjusted in June 1991.
 NZ0607.WARNING-Repeat measurements at this control monument indicate possible
 NZ0607.vertical movement.
 NZ0607
 NZ0607.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ0607
 NZ0607.The geoid height was determined by GEOID03.
 NZ0607
 NZ0607.The dynamic height is computed by dividing the NAVD 88
 NZ0607.geopotential number by the normal gravity value computed on the
 NZ0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0607.degrees latitude (g = 980.6199 gals.).
 NZ0607
 NZ0607.The modeled gravity was interpolated from observed gravity values.
 NZ0607
 NZ0607;                    North         East     Units Scale Factor Converg.
 NZ0607;SPC OR S     -    49,558.539 1,234,946.153   MT  1.00007762   -2 11 28.9
 NZ0607;SPC OR S     -   162,593.63  4,051,660.61   iFT  1.00007762   -2 11 28.9
 NZ0607;SPC CA 1     -   804,953.171 1,859,038.544   MT  1.00012643   -1 06 49.0
 NZ0607;SPC CA 1     - 2,640,917.20  6,099,195.62   sFT  1.00012643   -1 06 49.0
 NZ0607;UTM  10      - 4,657,471.449   441,834.206   MT  0.99964163   -0 28 15.9
 NZ0607
 NZ0607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NZ0607!SPC OR S     -   0.99993636  x   1.00007762  =   1.00001398
 NZ0607!SPC CA 1     -   0.99993636  x   1.00012643  =   1.00006278
 NZ0607!UTM  10      -   0.99993636  x   0.99964163  =   0.99957801
 NZ0607
 NZ0607                          SUPERSEDED SURVEY CONTROL
 NZ0607
 NZ0607  NAD 83(1986)-  42 04 01.75018(N)    123 42 11.06723(W) AD(       ) 2
 NZ0607  NAD 27      -  42 04 02.33110(N)    123 42 06.80650(W) AD(       ) 2
 NZ0607  NGVD 29 (??/??/92)  430.260  (m)         1411.61   (f) ADJ UNCH    2 0
 NZ0607
 NZ0607.Superseded values are not recommended for survey control.
 NZ0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0607.See file dsdata.txt to determine how the superseded data were derived.
 NZ0607
 NZ0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM4183457471(NAD 83)
 NZ0607_MARKER: DB = BENCH MARK DISK
 NZ0607_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NZ0607_SP_SET: CONCRETE BASE
 NZ0607_STAMPING: A 492 1942
 NZ0607_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0607
 NZ0607  HISTORY     - Date     Condition        Report By
 NZ0607  HISTORY     - 1952     MONUMENTED       CGS
 NZ0607  HISTORY     - 1949     GOOD             NGS
 NZ0607  HISTORY     - 1977     MARK NOT FOUND   NGS
 NZ0607  HISTORY     - 19860414 MARK NOT FOUND   USGS
 NZ0607
 NZ0607                          STATION DESCRIPTION
 NZ0607
 NZ0607'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 NZ0607'THE STATION IS LOCATED IN THE NORTH END OF THE VILLAGE OF O BRIEN,
 NZ0607'ON THE EAST SIDE OF U.S. HIGHWAY 199, ABOUT 75 YARDS NORTHEAST OF
 NZ0607'THE POST OFFICE, 100 FEET EAST SOUTHEAST OF THE SOUTHEAST CORNER
 NZ0607'OF THE SCHOOLHOUSE, 45 FEET EAST OF THE CENTER LINE OF THE
 NZ0607'HIGHWAY AND 18 FEET NORTH OF A METAL SIGN BOARD, IN THE TOP OF A
 NZ0607'CONCRETE SIGN BOARD FOUNDATION THAT IS ABOUT SIX FEET ACROSS AND
 NZ0607'ABOUT 6 INCHES HIGH.
 NZ0607'
 NZ0607'THE MARK IS A STANDARD BENCH MARK DISK STAMPED A 492.  THE CENTER
 NZ0607'OF THE MARK WAS INTERSECTED.  THE MARK IS (129.747 FEET) 39.547
 NZ0607'METERS SOUTH OF STATION O BRIEN.
 NZ0607
 NZ0607                          STATION RECOVERY (1949)
 NZ0607
 NZ0607'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 NZ0607'IN OBRIEN.
 NZ0607'AT OBRIEN, ACROSS THE HIGHWAY FROM THE STORE AND POST OFFICE, IN THE
 NZ0607'TOP OF THE NORTH END OF THE CONCRETE BASE FOR THE LONE MOUNTAIN RESORT
 NZ0607'SIGN, 50 FEET SOUTH OF POWER LINE POLE NO. E 1578, 46.2 FEET EASY OF
 NZ0607'THE CENTER LINE OF THE HIGHWAY, 4.9 FEET SOUTHEAST OF A WITNESS POST,
 NZ0607'1 1/2 FEET NORTH OF A WOODEN POLE SUPPORTING THE SIGN, AND ABOUT LEVEL
 NZ0607'WITH THE HIGHWAY.
 NZ0607
 NZ0607                          STATION RECOVERY (1977)
 NZ0607
 NZ0607'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NZ0607'MARK NOT FOUND.
 NZ0607
 NZ0607                          STATION RECOVERY (1986)
 NZ0607
 NZ0607'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (MHH)
 NZ0607'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0566 ***********************************************************************
 QC0566  DESIGNATION -  A 497
 QC0566  PID         -  QC0566
 QC0566  STATE/COUNTY-  OR/WHEELER
 QC0566  USGS QUAD   -  FROG HOLLOW (1990)
 QC0566
 QC0566                         *CURRENT SURVEY CONTROL
 QC0566  ___________________________________________________________________
 QC0566* NAD 83(1986)-  44 31 24.     (N)    119 54 45.     (W)     SCALED    
 QC0566* NAVD 88     -      1173.650  (meters)    3850.55   (feet)  ADJUSTED  
 QC0566  ___________________________________________________________________
 QC0566  GEOID HEIGHT-         -19.16  (meters)                     GEOID03
 QC0566  DYNAMIC HT  -        1173.213 (meters)    3849.12  (feet)  COMP
 QC0566  MODELED GRAV-     980,205.1   (mgal)                       NAVD 88
 QC0566
 QC0566  VERT ORDER  -  FIRST     CLASS II
 QC0566
 QC0566.The horizontal coordinates were scaled from a topographic map and have
 QC0566.an estimated accuracy of +/- 6 seconds.
 QC0566
 QC0566.The orthometric height was determined by differential leveling
 QC0566.and adjusted in June 1991.
 QC0566
 QC0566.The geoid height was determined by GEOID03.
 QC0566
 QC0566.The dynamic height is computed by dividing the NAVD 88
 QC0566.geopotential number by the normal gravity value computed on the
 QC0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0566.degrees latitude (g = 980.6199 gals.).
 QC0566
 QC0566.The modeled gravity was interpolated from observed gravity values.
 QC0566
 QC0566;                    North         East    Units  Estimated Accuracy
 QC0566;SPC OR N     -    95,370.    2,546,700.      MT  (+/- 180 meters Scaled)
 QC0566
 QC0566                          SUPERSEDED SURVEY CONTROL
 QC0566
 QC0566  NGVD 29 (??/??/92) 1172.420  (m)         3846.51   (f) ADJ UNCH    1 2
 QC0566
 QC0566.Superseded values are not recommended for survey control.
 QC0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0566.See file dsdata.txt to determine how the superseded data were derived.
 QC0566
 QC0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKK685341(NAD 83)
 QC0566_MARKER: DB = BENCH MARK DISK
 QC0566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0566_SP_SET: CONCRETE POST
 QC0566_STAMPING: A 497 1949
 QC0566_MARK LOGO: CGS   
 QC0566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0566+STABILITY: SURFACE MOTION
 QC0566_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QC0566+SATELLITE: SATELLITE OBSERVATIONS - October 07, 1987
 QC0566
 QC0566  HISTORY     - Date     Condition        Report By
 QC0566  HISTORY     - 1949     MONUMENTED       CGS
 QC0566  HISTORY     - 19871007 GOOD             NGS
 QC0566
 QC0566                          STATION DESCRIPTION
 QC0566
 QC0566'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 QC0566'14.3 MI SE FROM MITCHELL.
 QC0566'14.3 MILES SOUTHEAST ALONG U. S. HIGHWAY 28 FROM THE POST OFFICE AT
 QC0566'MITCHELL, 0.7 MILE SOUTHEAST OF THE JUNCTION WITH A FOREST SERVICE
 QC0566'ROAD LEADING SOUTH TO DERR GUARD STATION, 0.2 MILE NORTHWEST OF A
 QC0566'DRIVEWAY ENTRANCE TO A RANCH, 39.7 FEET SOUTHEAST OF THE CENTER LINE
 QC0566'OF THE HIGHWAY, 2.1 FEET SOUTHWEST OF A WITNESS POST, 1.4 FEET
 QC0566'NORTHWEST OF A FENCE, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP
 QC0566'OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 QC0566
 QC0566                          STATION RECOVERY (1987)
 QC0566
 QC0566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QC0566'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  23.9 KM
 QC0566'(14.85 MI) EASTERLY ALONG U.S. HIGHWAY 26 FROM THE JUNCTION OF STATE
 QC0566'HIGHWAY 207 IN MITCHELL, 1.2 KM (0.75 MI) EAST OF THE INTERSECTION OF
 QC0566'FOREST SERVICE ROAD 14 LEADING SOUTH, 12.3 M (40.4 FT) SOUTH OF THE
 QC0566'CENTERLINE OF THE HIGHWAY, 3.7 M (12.1 FT) NORTH OF A FENCE, 0.3 M
 QC0566'(1.0 FT) WEST OF A WITNESS POST, LEVEL WITH THE HIGHWAY, AND IN A
 QC0566'CONCRETE MONUMENT THAT PROJECTS 0.09 M (0.3 FT) ABOVE THE GROUND
 QC0566'SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0209 ***********************************************************************
 QD0209  DESIGNATION -  A 498
 QD0209  PID         -  QD0209
 QD0209  STATE/COUNTY-  OR/CROOK
 QD0209  USGS QUAD   -  KEYS CREEK (1992)
 QD0209
 QD0209                         *CURRENT SURVEY CONTROL
 QD0209  ___________________________________________________________________
 QD0209* NAD 83(1986)-  44 22 18.     (N)    120 06 04.     (W)     SCALED    
 QD0209* NAVD 88     -      1544.670  (meters)    5067.80   (feet)  ADJUSTED  
 QD0209  ___________________________________________________________________
 QD0209  GEOID HEIGHT-         -19.04  (meters)                     GEOID03
 QD0209  DYNAMIC HT  -        1544.023 (meters)    5065.68  (feet)  COMP
 QD0209  MODELED GRAV-     980,143.4   (mgal)                       NAVD 88
 QD0209
 QD0209  VERT ORDER  -  SECOND    CLASS 0
 QD0209
 QD0209.The horizontal coordinates were scaled from a topographic map and have
 QD0209.an estimated accuracy of +/- 6 seconds.
 QD0209
 QD0209.The orthometric height was determined by differential leveling
 QD0209.and adjusted in June 1991.
 QD0209
 QD0209.The geoid height was determined by GEOID03.
 QD0209
 QD0209.The dynamic height is computed by dividing the NAVD 88
 QD0209.geopotential number by the normal gravity value computed on the
 QD0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0209.degrees latitude (g = 980.6199 gals.).
 QD0209
 QD0209.The modeled gravity was interpolated from observed gravity values.
 QD0209
 QD0209;                    North         East    Units  Estimated Accuracy
 QD0209;SPC OR S     -   300,580.    1,531,800.      MT  (+/- 180 meters Scaled)
 QD0209
 QD0209                          SUPERSEDED SURVEY CONTROL
 QD0209
 QD0209  NGVD 29 (??/??/92) 1543.430  (m)         5063.74   (f) ADJ UNCH    2 0
 QD0209
 QD0209.Superseded values are not recommended for survey control.
 QD0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0209.See file dsdata.txt to determine how the superseded data were derived.
 QD0209
 QD0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGQ309172(NAD 83)
 QD0209_MARKER: DB = BENCH MARK DISK
 QD0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD0209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QD0209_STAMPING: A 498 1949
 QD0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0209+STABILITY: SURFACE MOTION
 QD0209
 QD0209  HISTORY     - Date     Condition        Report By
 QD0209  HISTORY     - 1949     MONUMENTED       CGS
 QD0209
 QD0209                          STATION DESCRIPTION
 QD0209
 QD0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 QD0209'2.3 MI NE FROM COLD SPRINGS G S.
 QD0209'2.3 MILES NORTHEAST ALONG A FOREST SERVICE ROAD FROM COLD SPRINGS
 QD0209'GUARD STATION, 135 FEET NORTH OF THE CENTER OF THE Y JUNCTION OF A
 QD0209'ROAD LEADING TO BLACK MOUNTAIN, 47 FEET SOUTHEAST OF THE EAST END OF
 QD0209'AN 18-INCH CORRUGATED METAL PIPE CULVERT UNDER THE ROAD, 28 1/2 FEET
 QD0209'EAST OF THE CENTER LINE OF THE ROAD, 18 1/2 FEET NORTHEAST OF A
 QD0209'30-INCH PINE TREE, 2 FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH THE
 QD0209'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 QD0209'THE GROUND.  NOTE-- COLD SPRINGS GUARD STATION, 2.3 MILES FROM. 185 5
 QD0209'FEET SOUTHEAST OF ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0412 ***********************************************************************
 NZ0412  DESIGNATION -  A 499
 NZ0412  PID         -  NZ0412
 NZ0412  STATE/COUNTY-  OR/DOUGLAS
 NZ0412  USGS QUAD   -  CANYONVILLE (1986)
 NZ0412
 NZ0412                         *CURRENT SURVEY CONTROL
 NZ0412  ___________________________________________________________________
 NZ0412* NAD 83(1986)-  42 58 49.     (N)    123 19 32.     (W)     SCALED    
 NZ0412* NAVD 88     -       206.465  (meters)     677.38   (feet)  ADJUSTED  
 NZ0412  ___________________________________________________________________
 NZ0412  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 NZ0412  DYNAMIC HT  -         206.409 (meters)     677.19  (feet)  COMP
 NZ0412  MODELED GRAV-     980,343.4   (mgal)                       NAVD 88
 NZ0412
 NZ0412  VERT ORDER  -  SECOND    CLASS 0
 NZ0412
 NZ0412.The horizontal coordinates were scaled from a topographic map and have
 NZ0412.an estimated accuracy of +/- 6 seconds.
 NZ0412
 NZ0412.The orthometric height was determined by differential leveling
 NZ0412.and adjusted in June 1991.
 NZ0412
 NZ0412.The geoid height was determined by GEOID03.
 NZ0412
 NZ0412.The dynamic height is computed by dividing the NAVD 88
 NZ0412.geopotential number by the normal gravity value computed on the
 NZ0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0412.degrees latitude (g = 980.6199 gals.).
 NZ0412
 NZ0412.The modeled gravity was interpolated from observed gravity values.
 NZ0412
 NZ0412;                    North         East    Units  Estimated Accuracy
 NZ0412;SPC OR S     -   149,810.    1,269,600.      MT  (+/- 180 meters Scaled)
 NZ0412
 NZ0412                          SUPERSEDED SURVEY CONTROL
 NZ0412
 NZ0412  NGVD 29 (??/??/92)  205.416  (m)          673.94   (f) ADJ UNCH    2 0
 NZ0412
 NZ0412.Superseded values are not recommended for survey control.
 NZ0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0412.See file dsdata.txt to determine how the superseded data were derived.
 NZ0412
 NZ0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN734586(NAD 83)
 NZ0412_MARKER: DB = BENCH MARK DISK
 NZ0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ0412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NZ0412_STAMPING: A 499 1949
 NZ0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0412+STABILITY: SURFACE MOTION
 NZ0412
 NZ0412  HISTORY     - Date     Condition        Report By
 NZ0412  HISTORY     - 1949     MONUMENTED       CGS
 NZ0412  HISTORY     - 1968     GOOD             NGS
 NZ0412  HISTORY     - 1983     MARK NOT FOUND   USGS
 NZ0412
 NZ0412                          STATION DESCRIPTION
 NZ0412
 NZ0412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 NZ0412'IN TRI-CITY.
 NZ0412'REACHED FROM THE TRI-CITY HIGH SCHOOL GO EAST ON CHADWICK LANE FOR 0.3
 NZ0412'MILE TO U.S. HIGHWAY 99, TURN RIGHT AND GO SOUTHWEST ON U.S. HIGHWAY
 NZ0412'99 FOR 0.4 MILE TO THE BENCH MARK ON THE RIGHT.  130 FEET NORTHWEST OF
 NZ0412'THE CENTER OF U.S. HIGHWAY 99, 120 FEET NORTH-NORTHEAST OF THE CENTER
 NZ0412'OF THE DRIVEWAY TO THE DRIVE-IN THEATER, 117 FEET WEST OF MR. HARRY
 NZ0412'JOHNSONS MAIL BOX, 55 FEET NORTHEAST OF MR. JOHNSONS HOUSE, 36 FEET
 NZ0412'EAST OF THE FENCE AROUND THE THEATER AND 25 FEET NORTHEAST OF THE
 NZ0412'NORTHEAST CORNER OF MR. JOHNSONS PATIO SET IN A CYLINDRICAL CONCRETE
 NZ0412'MONUMENT THAT IS 12-INCHES IN DIAMETER AND PROJECTS 2 INCHES.
 NZ0412
 NZ0412                          STATION RECOVERY (1983)
 NZ0412
 NZ0412'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 NZ0412'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0436 ***********************************************************************
 NY0436  DESIGNATION -  A 5
 NY0436  PID         -  NY0436
 NY0436  STATE/COUNTY-  OR/KLAMATH
 NY0436  USGS QUAD   -  KLAMATH FALLS (1985)
 NY0436
 NY0436                         *CURRENT SURVEY CONTROL
 NY0436  ___________________________________________________________________
 NY0436* NAD 83(1986)-  42 10 13.     (N)    121 47 15.     (W)     SCALED    
 NY0436* NAVD 88     -      1248.142  (meters)    4094.95   (feet)  POSTED    
 NY0436  ___________________________________________________________________
 NY0436  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 NY0436  DYNAMIC HT  -        1247.380 (meters)    4092.45  (feet)  COMP
 NY0436  MODELED GRAV-     979,971.7   (mgal)                       NAVD 88
 NY0436
 NY0436  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 NY0436
 NY0436.The horizontal coordinates were scaled from a topographic map and have
 NY0436.an estimated accuracy of +/- 6 seconds.
 NY0436
 NY0436.The orthometric height was determined by differential leveling
 NY0436.and adjusted by the  in 1992.
 NY0436.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 NY0436.rate of 3.1 thru 4.0 mm/km.
 NY0436
 NY0436.The geoid height was determined by GEOID03.
 NY0436
 NY0436.The dynamic height is computed by dividing the NAVD 88
 NY0436.geopotential number by the normal gravity value computed on the
 NY0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0436.degrees latitude (g = 980.6199 gals.).
 NY0436
 NY0436.The modeled gravity was interpolated from observed gravity values.
 NY0436
 NY0436;                    North         East    Units  Estimated Accuracy
 NY0436;SPC OR S     -    56,760.    1,393,610.      MT  (+/- 180 meters Scaled)
 NY0436
 NY0436                          SUPERSEDED SURVEY CONTROL
 NY0436
 NY0436.No superseded survey control is available for this station.
 NY0436
 NY0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM001693(NAD 83)
 NY0436_MARKER: DB = BENCH MARK DISK
 NY0436_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NY0436_SP_SET: ABUTMENT
 NY0436_STAMPING: ELEV. 4090.996 FT. A 5 1919
 NY0436_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NY0436
 NY0436  HISTORY     - Date     Condition        Report By
 NY0436  HISTORY     - 1919     MONUMENTED       CGS
 NY0436  HISTORY     - 1934     GOOD             NGS
 NY0436  HISTORY     - 1954     MARK NOT FOUND   NGS
 NY0436
 NY0436                          STATION DESCRIPTION
 NY0436
 NY0436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NY0436'0.7 MI NW FROM TEXUM.
 NY0436'0.7 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC CO, RAILROAD FROM TEXUM,
 NY0436'KLAMATH COUNTY, IN THE NORTHEAST ABUTMENT OF BALLAST STRUCTURE NO.
 NY0436'425.51, OVER THE LOST RIVER DIVERSION CANAL, 10.2 FEET NORTHWEST OF
 NY0436'THE TRACK CENTERLINE.  A STANDARD DISK STAMPED ELEV. 4090.996 FT. A 5
 NY0436'1919.
 NY0436
 NY0436                          STATION RECOVERY (1954)
 NY0436
 NY0436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 NY0436'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0437 ***********************************************************************
 NY0437  DESIGNATION -  A 5 RESET
 NY0437  PID         -  NY0437
 NY0437  STATE/COUNTY-  OR/KLAMATH
 NY0437  USGS QUAD   -  KLAMATH FALLS (1985)
 NY0437
 NY0437                         *CURRENT SURVEY CONTROL
 NY0437  ___________________________________________________________________
 NY0437* NAD 83(1986)-  42 10 14.     (N)    121 47 15.     (W)     SCALED    
 NY0437* NAVD 88     -      1248.154  (meters)    4094.99   (feet)  ADJUSTED  
 NY0437  ___________________________________________________________________
 NY0437  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 NY0437  DYNAMIC HT  -        1247.396 (meters)    4092.50  (feet)  COMP
 NY0437  MODELED GRAV-     979,971.7   (mgal)                       NAVD 88
 NY0437
 NY0437  VERT ORDER  -  FIRST     CLASS II
 NY0437
 NY0437.The horizontal coordinates were scaled from a topographic map and have
 NY0437.an estimated accuracy of +/- 6 seconds.
 NY0437
 NY0437.The orthometric height was determined by differential leveling
 NY0437.and adjusted in June 1991.
 NY0437
 NY0437.The geoid height was determined by GEOID03.
 NY0437
 NY0437.The dynamic height is computed by dividing the NAVD 88
 NY0437.geopotential number by the normal gravity value computed on the
 NY0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0437.degrees latitude (g = 980.6199 gals.).
 NY0437
 NY0437.The modeled gravity was interpolated from observed gravity values.
 NY0437
 NY0437;                    North         East    Units  Estimated Accuracy
 NY0437;SPC OR S     -    56,790.    1,393,610.      MT  (+/- 180 meters Scaled)
 NY0437
 NY0437                          SUPERSEDED SURVEY CONTROL
 NY0437
 NY0437  NGVD 29 (??/??/92) 1247.051  (m)         4091.37   (f) ADJ UNCH    1 2
 NY0437
 NY0437.Superseded values are not recommended for survey control.
 NY0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0437.See file dsdata.txt to determine how the superseded data were derived.
 NY0437
 NY0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM001694(NAD 83)
 NY0437_MARKER: DB = BENCH MARK DISK
 NY0437_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NY0437_SP_SET: HEADWALL
 NY0437_STAMPING: A 5 RESET 1949
 NY0437_MARK LOGO: CGS   
 NY0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0437+STABILITY: SURFACE MOTION
 NY0437_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NY0437+SATELLITE: SATELLITE OBSERVATIONS - May 21, 1988
 NY0437
 NY0437  HISTORY     - Date     Condition        Report By
 NY0437  HISTORY     - 1949     MONUMENTED       CGS
 NY0437  HISTORY     - 1954     GOOD             NGS
 NY0437  HISTORY     - 19880521 GOOD             NGS
 NY0437
 NY0437                          STATION DESCRIPTION
 NY0437
 NY0437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NY0437'4.1 MI S FROM KLAMATH FALLS.
 NY0437'4.1 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 NY0437'STATION AT KLAMATH FALLS, AT BRIDGE 425.51 OVER THE LOST RIVER
 NY0437'DIVERSION CANAL, IN THE TOP OF THE WEST CONCRETE BALLAST OF THE SOUTH
 NY0437'ABUTMENT, 7.6 FEET WEST OF THE WEST RAIL, AND ABOUT 3 FEET LOWER THAN
 NY0437'THE TRACK.
 NY0437
 NY0437                          STATION RECOVERY (1988)
 NY0437
 NY0437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 NY0437'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0318 ***********************************************************************
 NZ0318  DESIGNATION -  A 501
 NZ0318  PID         -  NZ0318
 NZ0318  STATE/COUNTY-  OR/DOUGLAS
 NZ0318  USGS QUAD   -  PICKETT BUTTE (1989)
 NZ0318
 NZ0318                         *CURRENT SURVEY CONTROL
 NZ0318  ___________________________________________________________________
 NZ0318* NAD 83(1986)-  42 53 28.     (N)    122 49 50.     (W)     SCALED    
 NZ0318* NAVD 88     -      1071.358  (meters)    3514.95   (feet)  ADJUSTED  
 NZ0318  ___________________________________________________________________
 NZ0318  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 NZ0318  DYNAMIC HT  -        1070.960 (meters)    3513.64  (feet)  COMP
 NZ0318  MODELED GRAV-     980,210.0   (mgal)                       NAVD 88
 NZ0318
 NZ0318  VERT ORDER  -  SECOND    CLASS 0
 NZ0318
 NZ0318.The horizontal coordinates were scaled from a topographic map and have
 NZ0318.an estimated accuracy of +/- 6 seconds.
 NZ0318
 NZ0318.The orthometric height was determined by differential leveling
 NZ0318.and adjusted in June 1991.
 NZ0318
 NZ0318.The geoid height was determined by GEOID03.
 NZ0318
 NZ0318.The dynamic height is computed by dividing the NAVD 88
 NZ0318.geopotential number by the normal gravity value computed on the
 NZ0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0318.degrees latitude (g = 980.6199 gals.).
 NZ0318
 NZ0318.The modeled gravity was interpolated from observed gravity values.
 NZ0318
 NZ0318;                    North         East    Units  Estimated Accuracy
 NZ0318;SPC OR S     -   138,660.    1,309,670.      MT  (+/- 180 meters Scaled)
 NZ0318
 NZ0318                          SUPERSEDED SURVEY CONTROL
 NZ0318
 NZ0318  NGVD 29 (??/??/92) 1070.325  (m)         3511.56   (f) ADJ UNCH    2 0
 NZ0318
 NZ0318.Superseded values are not recommended for survey control.
 NZ0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0318.See file dsdata.txt to determine how the superseded data were derived.
 NZ0318
 NZ0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN138487(NAD 83)
 NZ0318_MARKER: DB = BENCH MARK DISK
 NZ0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ0318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NZ0318_STAMPING: A 501 1949
 NZ0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0318+STABILITY: SURFACE MOTION
 NZ0318
 NZ0318  HISTORY     - Date     Condition        Report By
 NZ0318  HISTORY     - 1949     MONUMENTED       CGS
 NZ0318  HISTORY     - 1969     GOOD             NGS
 NZ0318  HISTORY     - 19860407 MARK NOT FOUND   USPSQD
 NZ0318
 NZ0318                          STATION DESCRIPTION
 NZ0318
 NZ0318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 NZ0318'7.9 MI E FROM DREW.
 NZ0318'0.7 MILE NORTHWEST ALONG STATE HIGHWAY 227 FROM THE DREW POST OFFICE
 NZ0318'TO THE DEVILS KNOB ROAD, THENCE EASTERLY ALONG THE DEVILS KNOB ROAD
 NZ0318'FOR 5.3 MILES TO THE REMAINS OF THE SUMMIT GUARD STATION, CONTINUE ON
 NZ0318'THE DEVILS KNOB ROAD, (FOREST SERVICE ROAD 301), FOR 1.9 MILES TO A
 NZ0318'FLAT AREA AND THE BENCH MARK ON THE LEFT, 0.1 MILE NORTHWEST OF THE
 NZ0318'JUNCTION WITH THE WITCHER LOG ROAD, 38 FEET NORTHEAST OF THE CENTER OF
 NZ0318'THE ROAD, 6 FEET SOUTH OF A 3-FOOT FIR TREE, 1 FOOT SOUTH OF A METAL
 NZ0318'WITNESS POST AND LEVEL WITH THE ROAD SET IN A CYLINDRICAL CONCRETE
 NZ0318'MONUMENT THAT PROJECTS 3 INCHES.
 NZ0318
 NZ0318                          STATION RECOVERY (1986)
 NZ0318
 NZ0318'RECOVERY NOTE BY US POWER SQUADRON 1986 (TAM)
 NZ0318'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0352 ***********************************************************************
 NZ0352  DESIGNATION -  A 502
 NZ0352  PID         -  NZ0352
 NZ0352  STATE/COUNTY-  OR/DOUGLAS
 NZ0352  USGS QUAD   -  BUTLER BUTTE (1989)
 NZ0352
 NZ0352                         *CURRENT SURVEY CONTROL
 NZ0352  ___________________________________________________________________
 NZ0352* NAD 83(1986)-  42 53 33.     (N)    122 38 51.     (W)     SCALED    
 NZ0352* NAVD 88     -      1562.081  (meters)    5124.93   (feet)  ADJUSTED  
 NZ0352  ___________________________________________________________________
 NZ0352  GEOID HEIGHT-         -23.15  (meters)                     GEOID03
 NZ0352  DYNAMIC HT  -        1561.500 (meters)    5123.02  (feet)  COMP
 NZ0352  MODELED GRAV-     980,188.9   (mgal)                       NAVD 88
 NZ0352
 NZ0352  VERT ORDER  -  SECOND    CLASS 0
 NZ0352
 NZ0352.The horizontal coordinates were scaled from a topographic map and have
 NZ0352.an estimated accuracy of +/- 6 seconds.
 NZ0352
 NZ0352.The orthometric height was determined by differential leveling
 NZ0352.and adjusted in June 1991.
 NZ0352
 NZ0352.The geoid height was determined by GEOID03.
 NZ0352
 NZ0352.The dynamic height is computed by dividing the NAVD 88
 NZ0352.geopotential number by the normal gravity value computed on the
 NZ0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0352.degrees latitude (g = 980.6199 gals.).
 NZ0352
 NZ0352.The modeled gravity was interpolated from observed gravity values.
 NZ0352
 NZ0352;                    North         East    Units  Estimated Accuracy
 NZ0352;SPC OR S     -   138,420.    1,324,620.      MT  (+/- 180 meters Scaled)
 NZ0352
 NZ0352                          SUPERSEDED SURVEY CONTROL
 NZ0352
 NZ0352  NGVD 29 (??/??/92) 1561.066  (m)         5121.60   (f) ADJ UNCH    2 0
 NZ0352
 NZ0352.Superseded values are not recommended for survey control.
 NZ0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0352.See file dsdata.txt to determine how the superseded data were derived.
 NZ0352
 NZ0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN287489(NAD 83)
 NZ0352_MARKER: DB = BENCH MARK DISK
 NZ0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ0352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NZ0352_STAMPING: A 502 1949
 NZ0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0352+STABILITY: SURFACE MOTION
 NZ0352
 NZ0352  HISTORY     - Date     Condition        Report By
 NZ0352  HISTORY     - 1949     MONUMENTED       CGS
 NZ0352  HISTORY     - 1969     GOOD             NGS
 NZ0352  HISTORY     - 19840831 GOOD             USPSQD
 NZ0352
 NZ0352                          STATION DESCRIPTION
 NZ0352
 NZ0352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 NZ0352'7.2 MI NE FROM FAWN CAMP.
 NZ0352'7.2 MILES NORTHEAST ALONG THE FAWN CAMP-HUCKLEBERRY GAP ROAD FROM FAWN
 NZ0352'CAMP, 1.6 MILES SOUTHWEST OF HUCKLEBERRY CAMP, 400 FEET WEST OF A DEAD
 NZ0352'END ROAD NORTHEAST, 75 FEET SOUTHEAST OF THE JUNCTION OF FOREST
 NZ0352'SERVICE ROADS 3014P AND 2923B, 53 FEET SOUTH OF THE CENTER OF THE
 NZ0352'ROAD, 8 FEET NORTHWEST OF A 3-FOOT TRIPLE FIR TREE, AND 5 FEET
 NZ0352'SOUTHEAST OF A WITNESS POST WITH SIGN, SET IN A CYLINDRICAL CONCRETE
 NZ0352'MONUMENT THAT IS 12-INCHES IN DIAMETER AND PROJECTS 2 INCHES.
 NZ0352
 NZ0352                          STATION RECOVERY (1984)
 NZ0352
 NZ0352'RECOVERY NOTE BY US POWER SQUADRON 1984 (MHH)
 NZ0352'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1353 ***********************************************************************
 RC1353  DESIGNATION -  A 504
 RC1353  PID         -  RC1353
 RC1353  STATE/COUNTY-  OR/WASCO
 RC1353  USGS QUAD   -  MOUNT WILSON (1996)
 RC1353
 RC1353                         *CURRENT SURVEY CONTROL
 RC1353  ___________________________________________________________________
 RC1353* NAD 83(1986)-  45 03 01.     (N)    121 41 59.     (W)     SCALED    
 RC1353* NAVD 88     -      1222.417  (meters)    4010.55   (feet)  ADJUSTED  
 RC1353  ___________________________________________________________________
 RC1353  GEOID HEIGHT-         -20.96  (meters)                     GEOID03
 RC1353  DYNAMIC HT  -        1222.064 (meters)    4009.39  (feet)  COMP
 RC1353  MODELED GRAV-     980,284.9   (mgal)                       NAVD 88
 RC1353
 RC1353  VERT ORDER  -  SECOND    CLASS 0
 RC1353
 RC1353.The horizontal coordinates were scaled from a topographic map and have
 RC1353.an estimated accuracy of +/- 6 seconds.
 RC1353
 RC1353.The orthometric height was determined by differential leveling
 RC1353.and adjusted in June 1991.
 RC1353
 RC1353.The geoid height was determined by GEOID03.
 RC1353
 RC1353.The dynamic height is computed by dividing the NAVD 88
 RC1353.geopotential number by the normal gravity value computed on the
 RC1353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1353.degrees latitude (g = 980.6199 gals.).
 RC1353
 RC1353.The modeled gravity was interpolated from observed gravity values.
 RC1353
 RC1353;                    North         East    Units  Estimated Accuracy
 RC1353;SPC OR N     -   154,450.    2,405,500.      MT  (+/- 180 meters Scaled)
 RC1353
 RC1353                          SUPERSEDED SURVEY CONTROL
 RC1353
 RC1353  NGVD 29 (??/??/92) 1221.282  (m)         4006.82   (f) ADJ UNCH    2 0
 RC1353
 RC1353.Superseded values are not recommended for survey control.
 RC1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1353.See file dsdata.txt to determine how the superseded data were derived.
 RC1353
 RC1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ023893(NAD 83)
 RC1353_MARKER: DB = BENCH MARK DISK
 RC1353_SETTING: 80 = SET IN A BOULDER
 RC1353_SP_SET: BOULDER
 RC1353_STAMPING: A 504 1949
 RC1353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1353+STABILITY: SURFACE MOTION
 RC1353
 RC1353  HISTORY     - Date     Condition        Report By
 RC1353  HISTORY     - 1949     MONUMENTED       CGS
 RC1353  HISTORY     - 1983     GOOD             USGS
 RC1353
 RC1353                          STATION DESCRIPTION
 RC1353
 RC1353'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 RC1353'4.8 MI SE FROM CLACKAMAS R S.
 RC1353'4.8 MILES SOUTHEAST ALONG THE SCHOOLIE PASTURE RANGER STATION ROAD
 RC1353'FROM CLACKAMAS RANGER STATION, APPROXIMATELY 0.5 MILE SOUTHEAST OF THE
 RC1353'WASCO-CLACKAMAS COUNTY LINE, 0.4 MILE NORTHWEST OF THE T JUNCTION WITH
 RC1353'THE SCHOOLIE - MT. WILSON ROAD, ON WARM SPRINGS INDIAN RESERVATION, IN
 RC1353'THE TOP OF A LARGE BOULDER MARKED BY THE WHITE PAINTED LETTERS BM, 51
 RC1353'1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 24 FEET SOUTH OF A
 RC1353'CAIRN, AND ABOUT 2 FEET ABOVE THE GROUND.
 RC1353
 RC1353                          STATION RECOVERY (1983)
 RC1353
 RC1353'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 RC1353'FROM CLACKAMAS LAKE HISTORIC RANGER STATION, GO SOUTH ON FOREST
 RC1353'SERVICE RD. 42 ( SKYLINE RD.) FOR 0.5 MILE, AND TURN EAST ON F.S. RD.
 RC1353'4270. FOLLOW THIS (IT BECOMES RD. W-200 AFTER PASSING ONTO WARM
 RC1353'SPRING INDIAN RESERVATION.) FOR 4.55 MILES TO THE BM, ABOUT 1500 FT.
 RC1353'NORTH ALONG RD. W-200 FROM WHERE THE POWER LINES CROSS IT. BM IS IN
 RC1353'THE TOP OF A LARGE BOULDER MARKED BY THE WHITE PAINTED LETTERS 'BM' ,
 RC1353'51 1/2 FT. SOUTHWEST OF THE CENTERLINE OF THE ROAD, 24 FT. SOUTH OF A
 RC1353'CAIRN, AND ABOUT 2 FT. ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0048 ***********************************************************************
 QC0048  DESIGNATION -  A 505
 QC0048  PID         -  QC0048
 QC0048  STATE/COUNTY-  OR/GRANT
 QC0048  USGS QUAD   -  CASTLE ROCK (1990)
 QC0048
 QC0048                         *CURRENT SURVEY CONTROL
 QC0048  ___________________________________________________________________
 QC0048* NAD 83(1986)-  44 02 44.     (N)    118 13 51.     (W)     SCALED    
 QC0048* NAVD 88     -      1366.000  (meters)    4481.62   (feet)  ADJUSTED  
 QC0048  ___________________________________________________________________
 QC0048  GEOID HEIGHT-         -17.83  (meters)                     GEOID03
 QC0048  DYNAMIC HT  -        1365.351 (meters)    4479.49  (feet)  COMP
 QC0048  MODELED GRAV-     980,096.0   (mgal)                       NAVD 88
 QC0048
 QC0048  VERT ORDER  -  SECOND    CLASS 0
 QC0048
 QC0048.The horizontal coordinates were scaled from a topographic map and have
 QC0048.an estimated accuracy of +/- 6 seconds.
 QC0048
 QC0048.The orthometric height was determined by differential leveling
 QC0048.and adjusted in June 1991.
 QC0048
 QC0048.The geoid height was determined by GEOID03.
 QC0048
 QC0048.The dynamic height is computed by dividing the NAVD 88
 QC0048.geopotential number by the normal gravity value computed on the
 QC0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0048.degrees latitude (g = 980.6199 gals.).
 QC0048
 QC0048.The modeled gravity was interpolated from observed gravity values.
 QC0048
 QC0048;                    North         East    Units  Estimated Accuracy
 QC0048;SPC OR N     -    44,660.    2,681,850.      MT  (+/- 180 meters Scaled)
 QC0048
 QC0048                          SUPERSEDED SURVEY CONTROL
 QC0048
 QC0048  NGVD 29 (??/??/92) 1364.806  (m)         4477.70   (f) ADJ UNCH    2 0
 QC0048
 QC0048.Superseded values are not recommended for survey control.
 QC0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0048.See file dsdata.txt to determine how the superseded data were derived.
 QC0048
 QC0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ013776(NAD 83)
 QC0048_MARKER: DB = BENCH MARK DISK
 QC0048_SETTING: 66 = SET IN ROCK OUTCROP
 QC0048_SP_SET: ROCK OUTCROP
 QC0048_STAMPING: A 505 1951
 QC0048_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QC0048+STABILITY: POSITION/ELEVATION WELL
 QC0048
 QC0048  HISTORY     - Date     Condition        Report By
 QC0048  HISTORY     - 1951     MONUMENTED       CGS
 QC0048
 QC0048                          STATION DESCRIPTION
 QC0048
 QC0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 QC0048'15.35 MI NW FROM BEULAH.
 QC0048'15.35 MILES NORTHWEST ALONG A ROAD LEADING TO IRONSIDE FROM THE SCHOOL
 QC0048'HOUSE IN BEULAH, AT TURN IN THE ROAD, SET IN TOP OF AN OUTCROP, ON THE
 QC0048'SOUTHWEST SLOPE OF THE HILL, 64 FEET NORTHWEST OF THE CENTER OF THE
 QC0048'ROAD AND WASH CROSSING ROAD, 17 FEET NORTHEAST OF THE CENTER LINE OF
 QC0048'THE ROAD, AND ABOUT 2 FEET HIGHER THAN THE ROAD, AND MARKED WITH WHITE
 QC0048'PAINTED LETTERS B M.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0021 ***********************************************************************
 QC0021  DESIGNATION -  A 506
 QC0021  PID         -  QC0021
 QC0021  STATE/COUNTY-  OR/MALHEUR
 QC0021  USGS QUAD   -  ELDORADO PASS (1984)
 QC0021
 QC0021                         *CURRENT SURVEY CONTROL
 QC0021  ___________________________________________________________________
 QC0021* NAD 83(1986)-  44 15 52.     (N)    118 00 04.     (W)     SCALED    
 QC0021* NAVD 88     -      1239.713  (meters)    4067.29   (feet)  ADJUSTED  
 QC0021  ___________________________________________________________________
 QC0021  GEOID HEIGHT-         -17.51  (meters)                     GEOID03
 QC0021  DYNAMIC HT  -        1239.196 (meters)    4065.60  (feet)  COMP
 QC0021  MODELED GRAV-     980,158.6   (mgal)                       NAVD 88
 QC0021
 QC0021  VERT ORDER  -  SECOND    CLASS 0
 QC0021
 QC0021.The horizontal coordinates were scaled from a topographic map and have
 QC0021.an estimated accuracy of +/- 6 seconds.
 QC0021
 QC0021.The orthometric height was determined by differential leveling
 QC0021.and adjusted in June 1991.
 QC0021
 QC0021.The geoid height was determined by GEOID03.
 QC0021
 QC0021.The dynamic height is computed by dividing the NAVD 88
 QC0021.geopotential number by the normal gravity value computed on the
 QC0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0021.degrees latitude (g = 980.6199 gals.).
 QC0021
 QC0021.The modeled gravity was interpolated from observed gravity values.
 QC0021
 QC0021;                    North         East    Units  Estimated Accuracy
 QC0021;SPC OR S     -   291,570.    1,699,520.      MT  (+/- 180 meters Scaled)
 QC0021
 QC0021                          SUPERSEDED SURVEY CONTROL
 QC0021
 QC0021  NGVD 29 (??/??/92) 1238.548  (m)         4063.47   (f) ADJ UNCH    2 0
 QC0021
 QC0021.Superseded values are not recommended for survey control.
 QC0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0021.See file dsdata.txt to determine how the superseded data were derived.
 QC0021
 QC0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK200017(NAD 83)
 QC0021_MARKER: DB = BENCH MARK DISK
 QC0021_SETTING: 66 = SET IN ROCK OUTCROP
 QC0021_SP_SET: ROCK OUTCROP
 QC0021_STAMPING: A 505 1951
 QC0021_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QC0021+STABILITY: POSITION/ELEVATION WELL
 QC0021
 QC0021  HISTORY     - Date     Condition        Report By
 QC0021  HISTORY     - 1951     MONUMENTED       CGS
 QC0021  HISTORY     - 1970     GOOD             NGS
 QC0021
 QC0021                          STATION DESCRIPTION
 QC0021
 QC0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 QC0021'6.05 MI S FROM IRONSIDE.
 QC0021'0.4 MILE WEST ALONG U. S. HIGHWAY 28 FROM THE POST OFFICE AND STORE IN
 QC0021'IRONSIDE, THENCE 5.65 MILES SOUTHWEST ALONG COUNTY ROAD, 0.1 MILE
 QC0021'NORTHEAST OF OLD WHITE ABANDONED SCHOOL HOUSE SOUTHEAST OF ROAD, SET
 QC0021'IN TOP OF LAVA OUTCROP ABOUT 0.3 MILE NORTHEAST OF A PROMINENT POINTED
 QC0021'ROCK PROJECTING FROM SIDE OF HILL, 35 1/2 FEET NORTHWEST OF THE CENTER
 QC0021'LINE OF ROAD, 7.7 FEET NORTHWEST OF THE WEST AND NORTHWEST FENCE LINE,
 QC0021'ABOUT 2 1/2 FEET HIGHER THAN ROAD, MARKED WITH WHITE PAINTED LETTERS B
 QC0021'M.
 QC0021
 QC0021                          STATION RECOVERY (1970)
 QC0021
 QC0021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 QC0021'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0179 ***********************************************************************
 RB0179  DESIGNATION -  A 507
 RB0179  PID         -  RB0179
 RB0179  STATE/COUNTY-  OR/UMATILLA
 RB0179  USGS QUAD   -  MEACHAM (1995)
 RB0179
 RB0179                         *CURRENT SURVEY CONTROL
 RB0179  ___________________________________________________________________
 RB0179* NAD 83(1986)-  45 30 05.     (N)    118 24 27.     (W)     SCALED    
 RB0179* NAVD 88     -      1184.748  (meters)    3886.96   (feet)  ADJUSTED  
 RB0179  ___________________________________________________________________
 RB0179  GEOID HEIGHT-         -18.67  (meters)                     GEOID03
 RB0179  DYNAMIC HT  -        1184.456 (meters)    3886.00  (feet)  COMP
 RB0179  MODELED GRAV-     980,327.8   (mgal)                       NAVD 88
 RB0179
 RB0179  VERT ORDER  -  FIRST     CLASS II
 RB0179
 RB0179.The horizontal coordinates were scaled from a topographic map and have
 RB0179.an estimated accuracy of +/- 6 seconds.
 RB0179
 RB0179.The orthometric height was determined by differential leveling
 RB0179.and adjusted in June 1991.
 RB0179
 RB0179.The geoid height was determined by GEOID03.
 RB0179
 RB0179.The dynamic height is computed by dividing the NAVD 88
 RB0179.geopotential number by the normal gravity value computed on the
 RB0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0179.degrees latitude (g = 980.6199 gals.).
 RB0179
 RB0179.The modeled gravity was interpolated from observed gravity values.
 RB0179
 RB0179;                    North         East    Units  Estimated Accuracy
 RB0179;SPC OR N     -   206,000.    2,663,510.      MT  (+/- 180 meters Scaled)
 RB0179
 RB0179                          SUPERSEDED SURVEY CONTROL
 RB0179
 RB0179  NGVD 29 (??/??/92) 1183.652  (m)         3883.36   (f) ADJ UNCH    1 2
 RB0179
 RB0179.Superseded values are not recommended for survey control.
 RB0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0179.See file dsdata.txt to determine how the superseded data were derived.
 RB0179
 RB0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL900396(NAD 83)
 RB0179_MARKER: DB = BENCH MARK DISK
 RB0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0179_STAMPING: A 507 1951
 RB0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0179+STABILITY: SURFACE MOTION
 RB0179
 RB0179  HISTORY     - Date     Condition        Report By
 RB0179  HISTORY     - 1951     MONUMENTED       CGS
 RB0179
 RB0179                          STATION DESCRIPTION
 RB0179
 RB0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 RB0179'1.2 MI SE FROM MEACHAM.
 RB0179'0.6 MILE SOUTHEAST ALONG U.S. HIGHWAY 30 FROM MEACHAM, THENCE 0.6 MILE
 RB0179'NORTHEAST ALONG A GRADED ROAD LEADING TO THE MEACHAM AIRSTRIP, ON THE
 RB0179'INSIDE OF A CURVE, AT SOUTHEAST EDGE OF A TIMBER, 36.5 FEET SOUTHWEST
 RB0179'OF THE CENTER LINE OF THE ROAD, 2.4 FEET WEST OF A WITNESS POST, AND
 RB0179'SET IN TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND AND
 RB0179'ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0159 ***********************************************************************
 RB0159  DESIGNATION -  A 508
 RB0159  PID         -  RB0159
 RB0159  STATE/COUNTY-  OR/UNION
 RB0159  USGS QUAD   -  KAMELA SE (1984)
 RB0159
 RB0159                         *CURRENT SURVEY CONTROL
 RB0159  ___________________________________________________________________
 RB0159* NAD 83(1986)-  45 18 24.     (N)    118 16 40.     (W)     SCALED    
 RB0159* NAVD 88     -       946.017  (meters)    3103.72   (feet)  ADJUSTED  
 RB0159  ___________________________________________________________________
 RB0159  GEOID HEIGHT-         -17.77  (meters)                     GEOID03
 RB0159  DYNAMIC HT  -         945.778 (meters)    3102.94  (feet)  COMP
 RB0159  MODELED GRAV-     980,332.0   (mgal)                       NAVD 88
 RB0159
 RB0159  VERT ORDER  -  SECOND    CLASS 0
 RB0159
 RB0159.The horizontal coordinates were scaled from a topographic map and have
 RB0159.an estimated accuracy of +/- 6 seconds.
 RB0159
 RB0159.The orthometric height was determined by differential leveling
 RB0159.and adjusted in June 1991.
 RB0159
 RB0159.The geoid height was determined by GEOID03.
 RB0159
 RB0159.The dynamic height is computed by dividing the NAVD 88
 RB0159.geopotential number by the normal gravity value computed on the
 RB0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0159.degrees latitude (g = 980.6199 gals.).
 RB0159
 RB0159.The modeled gravity was interpolated from observed gravity values.
 RB0159
 RB0159;                    North         East    Units  Estimated Accuracy
 RB0159;SPC OR N     -   184,640.    2,674,240.      MT  (+/- 180 meters Scaled)
 RB0159
 RB0159                          SUPERSEDED SURVEY CONTROL
 RB0159
 RB0159  NGVD 29 (??/??/92)  944.909  (m)         3100.09   (f) ADJ UNCH    2 0
 RB0159
 RB0159.Superseded values are not recommended for survey control.
 RB0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0159.See file dsdata.txt to determine how the superseded data were derived.
 RB0159
 RB0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL998178(NAD 83)
 RB0159_MARKER: DB = BENCH MARK DISK
 RB0159_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RB0159_SP_SET: ABUTMENT
 RB0159_STAMPING: A 508 1951
 RB0159_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RB0159
 RB0159  HISTORY     - Date     Condition        Report By
 RB0159  HISTORY     - 1951     MONUMENTED       CGS
 RB0159
 RB0159                          STATION DESCRIPTION
 RB0159
 RB0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 RB0159'5.5 MI SW FROM HILGARD.
 RB0159'0.6 MILE EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT HILGARD,
 RB0159'THENCE 0.65 MILE WEST ALONG U. S. HIGHWAY 30, THENCE 3.4 MILES
 RB0159'SOUTHWEST ALONG THE STARKEY SECONDARY STATE HIGHWAY, 0.5 MILE
 RB0159'NORTHEAST OF A FARM HOUSE, AT A BRIDGE OVER A SMALL CREEK AND IN THE
 RB0159'TOP OF THE EAST END OF THE NORTH ABUTMENT, 11 1/2 FEET SOUTHEAST OF
 RB0159'THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1/2 FOOT LOWER THAN THE
 RB0159'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0154 ***********************************************************************
 RB0154  DESIGNATION -  A 509
 RB0154  PID         -  RB0154
 RB0154  STATE/COUNTY-  OR/UNION
 RB0154  USGS QUAD   -  HILGARD (1984)
 RB0154
 RB0154                         *CURRENT SURVEY CONTROL
 RB0154  ___________________________________________________________________
 RB0154* NAD 83(1986)-  45 20 33.     (N)    118 13 54.     (W)     SCALED    
 RB0154* NAVD 88     -       923.814  (meters)    3030.88   (feet)  ADJUSTED  
 RB0154  ___________________________________________________________________
 RB0154  GEOID HEIGHT-         -17.83  (meters)                     GEOID03
 RB0154  DYNAMIC HT  -         923.595 (meters)    3030.16  (feet)  COMP
 RB0154  MODELED GRAV-     980,348.3   (mgal)                       NAVD 88
 RB0154
 RB0154  VERT ORDER  -  SECOND    CLASS 0
 RB0154
 RB0154.The horizontal coordinates were scaled from a topographic map and have
 RB0154.an estimated accuracy of +/- 6 seconds.
 RB0154
 RB0154.The orthometric height was determined by differential leveling
 RB0154.and adjusted in June 1991.
 RB0154
 RB0154.The geoid height was determined by GEOID03.
 RB0154
 RB0154.The dynamic height is computed by dividing the NAVD 88
 RB0154.geopotential number by the normal gravity value computed on the
 RB0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0154.degrees latitude (g = 980.6199 gals.).
 RB0154
 RB0154.The modeled gravity was interpolated from observed gravity values.
 RB0154
 RB0154;                    North         East    Units  Estimated Accuracy
 RB0154;SPC OR N     -   188,720.    2,677,740.      MT  (+/- 180 meters Scaled)
 RB0154
 RB0154                          SUPERSEDED SURVEY CONTROL
 RB0154
 RB0154  NGVD 29 (??/??/92)  922.723  (m)         3027.30   (f) ADJ UNCH    2 0
 RB0154
 RB0154.Superseded values are not recommended for survey control.
 RB0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0154.See file dsdata.txt to determine how the superseded data were derived.
 RB0154
 RB0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML035217(NAD 83)
 RB0154_MARKER: DB = BENCH MARK DISK
 RB0154_SETTING: 80 = SET IN A BOULDER
 RB0154_SP_SET: BOULDER
 RB0154_STAMPING: A 509 1951
 RB0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0154+STABILITY: SURFACE MOTION
 RB0154
 RB0154  HISTORY     - Date     Condition        Report By
 RB0154  HISTORY     - 1951     MONUMENTED       CGS
 RB0154
 RB0154                          STATION DESCRIPTION
 RB0154
 RB0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 RB0154'1.2 MI SW FROM HILGARD.
 RB0154'0.6 MILE EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT HILGARD,
 RB0154'THENCE 0.65 MILE WEST ALONG U.S. HIGHWAY 30, AT THE Y JUNCTION OF
 RB0154'STARKEY SECONDARY STATE HIGHWAY AND U.S. HIGHWAY 30, 58 YARDS EAST OF
 RB0154'THE CENTER OF THE JUNCTION, 36 FEET NORTH OF THE CENTER LINE OF THE
 RB0154'HIGHWAY, 6 FEET NORTH OF THE HIGHWAY BOUNDARY FENCE LINE, 2.6 FEET
 RB0154'WEST OF A WITNESS POST, AND SET IN THE TOP OF A LARGE BOULDER ABOUT 4
 RB0154'FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0977 ***********************************************************************
 RD0977  CBN         -  This is a Cooperative Base Network Control Station.
 RD0977  DESIGNATION -  A 51
 RD0977  PID         -  RD0977
 RD0977  STATE/COUNTY-  OR/YAMHILL
 RD0977  USGS QUAD   -  GRAND RONDE (1979)
 RD0977
 RD0977                         *CURRENT SURVEY CONTROL
 RD0977  ___________________________________________________________________
 RD0977* NAD 83(2007)-  45 04 34.68925(N)    123 35 06.00067(W)     ADJUSTED  
 RD0977* NAVD 88     -       111.281  (meters)     365.09   (feet)  ADJUSTED  
 RD0977  ___________________________________________________________________
 RD0977  EPOCH DATE  -        2007.00
 RD0977  X           -  -2,495,727.474 (meters)                     COMP
 RD0977  Y           -  -3,758,506.180 (meters)                     COMP
 RD0977  Z           -   4,493,404.077 (meters)                     COMP
 RD0977  LAPLACE CORR-           1.86  (seconds)                    DEFLEC99
 RD0977  ELLIP HEIGHT-          89.840 (meters)          (02/10/07) ADJUSTED
 RD0977  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 RD0977  DYNAMIC HT  -         111.283 (meters)     365.10  (feet)  COMP
 RD0977
 RD0977  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 RD0977  Type    PID    Designation                      North   East  Ellip
 RD0977  -------------------------------------------------------------------
 RD0977  NETWORK RD0977 A 51                              0.51   0.39   0.88
 RD0977  -------------------------------------------------------------------
 RD0977  MODELED GRAV-     980,637.9   (mgal)                       NAVD 88
 RD0977
 RD0977  VERT ORDER  -  FIRST     CLASS II
 RD0977
 RD0977.The horizontal coordinates were established by GPS observations
 RD0977.and adjusted by the National Geodetic Survey in February 2007.
 RD0977
 RD0977.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 RD0977.See www.ngs.noaa.gov/NationalReadjustment for more information.
 RD0977.The horizontal coordinates are valid at the epoch date displayed above.
 RD0977.The epoch date for horizontal control is a decimal equivalence
 RD0977.of Year/Month/Day.
 RD0977
 RD0977.The orthometric height was determined by differential leveling
 RD0977.and adjusted in June 1991.
 RD0977.WARNING-Repeat measurements at this control monument indicate possible
 RD0977.vertical movement.
 RD0977
 RD0977.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RD0977
 RD0977.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD0977
 RD0977.The ellipsoidal height was determined by GPS observations
 RD0977.and is referenced to NAD 83.
 RD0977
 RD0977.The geoid height was determined by GEOID03.
 RD0977
 RD0977.The dynamic height is computed by dividing the NAVD 88
 RD0977.geopotential number by the normal gravity value computed on the
 RD0977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0977.degrees latitude (g = 980.6199 gals.).
 RD0977
 RD0977.The modeled gravity was interpolated from observed gravity values.
 RD0977
 RD0977;                    North         East     Units Scale Factor Converg.
 RD0977;SPC OR N     -   161,277.340 2,257,164.878   MT  0.99989588   -2 11 16.2
 RD0977;SPC OR N     -   529,125.13  7,405,396.58   iFT  0.99989588   -2 11 16.2
 RD0977;UTM  10      - 4,991,593.147   453,954.275   MT  0.99962607   -0 24 51.2
 RD0977
 RD0977!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD0977!SPC OR N     -   0.99998591  x   0.99989588  =   0.99988180
 RD0977!UTM  10      -   0.99998591  x   0.99962607  =   0.99961199
 RD0977
 RD0977                          SUPERSEDED SURVEY CONTROL
 RD0977
 RD0977  NAD 83(1998)-  45 04 34.68665(N)    123 35 06.00216(W) AD(       ) A
 RD0977  ELLIP H (04/24/00)   89.838  (m)                       GP(       ) 3 1
 RD0977  NAD 83(1991)-  45 04 34.68462(N)    123 35 06.00203(W) AD(       ) B
 RD0977  ELLIP H (10/13/99)   89.971  (m)                       GP(       ) 3 1
 RD0977  NAVD 88 (10/13/99)  111.28   (m)          365.1    (f) LEVELING    3  
 RD0977  NGVD 29 (??/??/92)  110.222  (m)          361.62   (f) ADJ UNCH    1 2
 RD0977
 RD0977.Superseded values are not recommended for survey control.
 RD0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0977.See file dsdata.txt to determine how the superseded data were derived.
 RD0977
 RD0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ5395491593(NAD 83)
 RD0977_MARKER: DB = BENCH MARK DISK
 RD0977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0977_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0977_STAMPING: A 51 1930
 RD0977_MARK LOGO: CGS   
 RD0977_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD0977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0977+STABILITY: SURFACE MOTION
 RD0977_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD0977+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2001
 RD0977
 RD0977  HISTORY     - Date     Condition        Report By
 RD0977  HISTORY     - 1930     MONUMENTED       ORDT
 RD0977  HISTORY     - 1930     GOOD             NGS
 RD0977  HISTORY     - 1974     GOOD             NGS
 RD0977  HISTORY     - 19980513 GOOD             OR-053
 RD0977  HISTORY     - 20000621 GOOD             NGS
 RD0977  HISTORY     - 20010828 GOOD             OR-053
 RD0977
 RD0977                          STATION DESCRIPTION
 RD0977
 RD0977'DESCRIBED BY NATIONAL GEODETIC SURVEY 1930
 RD0977'1.4 MI SE FROM GRAND RONDE AGENCY.
 RD0977'24 FT. SOUTH OF CENTERLINE OF HEBO-MCMINVILLE HIGHWAY AT WEST ENTRANCE
 RD0977'TO SMALL CUT, 2 FT. ABOVE GRADE.
 RD0977
 RD0977                          STATION RECOVERY (1974)
 RD0977
 RD0977'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 RD0977'RECOVERED IN GOOD CONDITION.
 RD0977
 RD0977                          STATION RECOVERY (1998)
 RD0977
 RD0977'RECOVERY NOTE BY POLK COUNTY OREGON 1998 (JDN)
 RD0977'THE STATION IS LOCATED ABOUT 2.8 KM (1.75 MI) NORTHEAST OF GRAND
 RD0977'RONDE, 2.25 KM (1.40 MI) EAST OF GRAND RONDE AGENCY, ON THE SOUTH SIDE
 RD0977'OF STATE HIGHWAY 22, ON THE WEST SIDE OF A CUT BANK. OWNERSHIP--OREGON
 RD0977'STATE DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE
 RD0977'JUNCTION OF STATE HIGHWAYS 18 AND 22, IN JUNCTION VALLEY, GO NORTHWEST
 RD0977'ON HIGHWAY 22 FOR 2.46 KM (1.50 MI) TO THE STATION ON THE LEFT.  THE
 RD0977'STATION IS A STATE HIGHWAY DEPARTMENT DISK SET IN TOP OF A 27 CM ROUND
 RD0977'CONCRETE MONUMENT.  IT IS 4.1 M (13.5 FT) SOUTH FROM THE CENTER OF THE
 RD0977'HIGHWAY, AND 0.3 M (1.0 FT) NORTH FROM A WITNESS POST.
 RD0977
 RD0977                          STATION RECOVERY (2000)
 RD0977
 RD0977'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (CLS)
 RD0977'RECOVERED AS DESCRIBED.
 RD0977
 RD0977                          STATION RECOVERY (2001)
 RD0977
 RD0977'RECOVERY NOTE BY POLK COUNTY OREGON 2001 (JDN)
 RD0977'MARK RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 RD0977' 
 RD0977' 
 RD0977' 
 RD0977' 
 RD0977' 
 RD0977' 
 RD0977' 
 RD0977' 
 RD0977' 
 RD0977' 
 RD0977' 
 RD0977'
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0598 ***********************************************************************
 RD0598  DESIGNATION -  A 51 RESET
 RD0598  PID         -  RD0598
 RD0598  STATE/COUNTY-  OR/COLUMBIA
 RD0598  USGS QUAD   -  DEER ISLAND (1990)
 RD0598
 RD0598                         *CURRENT SURVEY CONTROL
 RD0598  ___________________________________________________________________
 RD0598* NAD 83(1986)-  45 55 53.     (N)    122 50 36.     (W)     SCALED    
 RD0598* NAVD 88     -        16.633  (meters)      54.57   (feet)  POSTED    
 RD0598  ___________________________________________________________________
 RD0598  GEOID HEIGHT-         -22.06  (meters)                     GEOID03
 RD0598  DYNAMIC HT  -          16.630 (meters)      54.56  (feet)  COMP
 RD0598  MODELED GRAV-     980,664.0   (mgal)                       NAVD 88
 RD0598
 RD0598  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 RD0598
 RD0598.The horizontal coordinates were scaled from a topographic map and have
 RD0598.an estimated accuracy of +/- 6 seconds.
 RD0598
 RD0598.The orthometric height was determined by differential leveling
 RD0598.and adjusted by the  in 1992.
 RD0598.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 RD0598.rate of 1.1 thru 2.0 mm/km.
 RD0598
 RD0598.The geoid height was determined by GEOID03.
 RD0598
 RD0598.The dynamic height is computed by dividing the NAVD 88
 RD0598.geopotential number by the normal gravity value computed on the
 RD0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0598.degrees latitude (g = 980.6199 gals.).
 RD0598
 RD0598.The modeled gravity was interpolated from observed gravity values.
 RD0598
 RD0598;                    North         East    Units  Estimated Accuracy
 RD0598;SPC OR N     -   254,300.    2,318,280.      MT  (+/- 180 meters Scaled)
 RD0598
 RD0598                          SUPERSEDED SURVEY CONTROL
 RD0598
 RD0598  NGVD 29 (??/??/92)   15.621  (m)           51.25   (f) ADJ UNCH    1 2
 RD0598
 RD0598.Superseded values are not recommended for survey control.
 RD0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0598.See file dsdata.txt to determine how the superseded data were derived.
 RD0598
 RD0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER121864(NAD 83)
 RD0598_MARKER: DD = SURVEY DISK
 RD0598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0598_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0598_STAMPING: A 51 RESET 1941
 RD0598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0598+STABILITY: SURFACE MOTION
 RD0598
 RD0598  HISTORY     - Date     Condition        Report By
 RD0598  HISTORY     - 1941     MONUMENTED       CGS
 RD0598  HISTORY     - 20040401 MARK NOT FOUND   USPSQD
 RD0598
 RD0598                          STATION DESCRIPTION
 RD0598
 RD0598'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 RD0598'IN DEER ISLAND.
 RD0598'IN DEER ISLAND, ALONG THE SPOKANE, PORTLAND AND SEATTLE RAILWAY, 405
 RD0598'FEET SOUTH OF RAIL STATION, 50 FEET WEST OF CENTER OF TRACK, A
 RD0598'STANDARD DISK SET IN A CONCRETE POST.  WITNESS POST SET BY MARK.
 RD0598
 RD0598                          STATION RECOVERY (2004)
 RD0598
 RD0598'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 RD0598'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0284 ***********************************************************************
 RB0284  DESIGNATION -  A 510
 RB0284  PID         -  RB0284
 RB0284  STATE/COUNTY-  OR/UMATILLA
 RB0284  USGS QUAD   -  UKIAH (1995)
 RB0284
 RB0284                         *CURRENT SURVEY CONTROL
 RB0284  ___________________________________________________________________
 RB0284* NAD 83(1986)-  45 08 04.     (N)    118 55 52.     (W)     SCALED    
 RB0284* NAVD 88     -      1023.154  (meters)    3356.80   (feet)  ADJUSTED  
 RB0284  ___________________________________________________________________
 RB0284  GEOID HEIGHT-         -18.39  (meters)                     GEOID03
 RB0284  DYNAMIC HT  -        1022.881 (meters)    3355.90  (feet)  COMP
 RB0284  MODELED GRAV-     980,315.3   (mgal)                       NAVD 88
 RB0284
 RB0284  VERT ORDER  -  SECOND    CLASS 0
 RB0284
 RB0284.The horizontal coordinates were scaled from a topographic map and have
 RB0284.an estimated accuracy of +/- 6 seconds.
 RB0284
 RB0284.The orthometric height was determined by differential leveling
 RB0284.and adjusted in June 1991.
 RB0284
 RB0284.The geoid height was determined by GEOID03.
 RB0284
 RB0284.The dynamic height is computed by dividing the NAVD 88
 RB0284.geopotential number by the normal gravity value computed on the
 RB0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0284.degrees latitude (g = 980.6199 gals.).
 RB0284
 RB0284.The modeled gravity was interpolated from observed gravity values.
 RB0284
 RB0284;                    North         East    Units  Estimated Accuracy
 RB0284;SPC OR N     -   164,300.    2,623,390.      MT  (+/- 180 meters Scaled)
 RB0284
 RB0284                          SUPERSEDED SURVEY CONTROL
 RB0284
 RB0284  NGVD 29 (??/??/92) 1022.011  (m)         3353.05   (f) ADJ UNCH    2 0
 RB0284
 RB0284.Superseded values are not recommended for survey control.
 RB0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0284.See file dsdata.txt to determine how the superseded data were derived.
 RB0284
 RB0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK481997(NAD 83)
 RB0284_MARKER: DB = BENCH MARK DISK
 RB0284_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RB0284_SP_SET: FOUNDATION
 RB0284_STAMPING: A 510 1951
 RB0284_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RB0284
 RB0284  HISTORY     - Date     Condition        Report By
 RB0284  HISTORY     - 1951     MONUMENTED       CGS
 RB0284
 RB0284                          STATION DESCRIPTION
 RB0284
 RB0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 RB0284'IN UKIAH.
 RB0284'SET VERTICALLY IN THE EAST FACE OF THE CONCRETE FOUNDATION OF THE THE
 RB0284'POST OFFICE BUILDING, 2 FEET NORTH OF THE SOUTHEAST CORNER OF THE
 RB0284'BUILDING, 1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0038 ***********************************************************************
 RB0038  DESIGNATION -  A 515
 RB0038  PID         -  RB0038
 RB0038  STATE/COUNTY-  OR/UMATILLA
 RB0038  USGS QUAD   -  BLALOCK MOUNTAIN (1995)
 RB0038
 RB0038                         *CURRENT SURVEY CONTROL
 RB0038  ___________________________________________________________________
 RB0038* NAD 83(1986)-  45 47 01.     (N)    118 10 00.     (W)     SCALED    
 RB0038* NAVD 88     -      1289.753  (meters)    4231.46   (feet)  ADJUSTED  
 RB0038  ___________________________________________________________________
 RB0038  GEOID HEIGHT-         -19.00  (meters)                     GEOID03
 RB0038  DYNAMIC HT  -        1289.405 (meters)    4230.32  (feet)  COMP
 RB0038  MODELED GRAV-     980,300.6   (mgal)                       NAVD 88
 RB0038
 RB0038  VERT ORDER  -  SECOND    CLASS 0
 RB0038
 RB0038.The horizontal coordinates were scaled from a topographic map and have
 RB0038.an estimated accuracy of +/- 6 seconds.
 RB0038
 RB0038.The orthometric height was determined by differential leveling
 RB0038.and adjusted in June 1991.
 RB0038
 RB0038.The geoid height was determined by GEOID03.
 RB0038
 RB0038.The dynamic height is computed by dividing the NAVD 88
 RB0038.geopotential number by the normal gravity value computed on the
 RB0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0038.degrees latitude (g = 980.6199 gals.).
 RB0038
 RB0038.The modeled gravity was interpolated from observed gravity values.
 RB0038
 RB0038;                    North         East    Units  Estimated Accuracy
 RB0038;SPC OR N     -   237,860.    2,681,420.      MT  (+/- 180 meters Scaled)
 RB0038
 RB0038                          SUPERSEDED SURVEY CONTROL
 RB0038
 RB0038  NGVD 29 (??/??/92) 1288.524  (m)         4227.43   (f) ADJ UNCH    2 0
 RB0038
 RB0038.Superseded values are not recommended for survey control.
 RB0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0038.See file dsdata.txt to determine how the superseded data were derived.
 RB0038
 RB0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML093706(NAD 83)
 RB0038_MARKER: DB = BENCH MARK DISK
 RB0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0038_STAMPING: A 515 1952
 RB0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0038+STABILITY: SURFACE MOTION
 RB0038
 RB0038  HISTORY     - Date     Condition        Report By
 RB0038  HISTORY     - 1952     MONUMENTED       CGS
 RB0038
 RB0038                          STATION DESCRIPTION
 RB0038
 RB0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 RB0038'4.9 MI W FROM TOLL GATE.
 RB0038'4.9 MILES WEST ALONG STATE HIGHWAY 204 FROM THE POST OFFICE AT TOLL
 RB0038'GATE, 0.15 MILE NORTHEAST OF THE JUNCTION OF A DIRT ROAD LEADING
 RB0038'NORTH, 30.5 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 17 1/2
 RB0038'FEET SOUTH OF THE SOUTHWEST END OF A CUT, 1.5 FEET NORTH OF A WITNESS
 RB0038'POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 RB0038'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0094 ***********************************************************************
 RB0094  DESIGNATION -  A 516
 RB0094  PID         -  RB0094
 RB0094  STATE/COUNTY-  OR/UMATILLA
 RB0094  USGS QUAD   -  ATHENA (1974)
 RB0094
 RB0094                         *CURRENT SURVEY CONTROL
 RB0094  ___________________________________________________________________
 RB0094* NAD 83(1986)-  45 49 21.     (N)    118 29 55.     (W)     SCALED    
 RB0094* NAVD 88     -       532.450  (meters)    1746.88   (feet)  ADJUSTED  
 RB0094  ___________________________________________________________________
 RB0094  GEOID HEIGHT-         -20.47  (meters)                     GEOID03
 RB0094  DYNAMIC HT  -         532.392 (meters)    1746.69  (feet)  COMP
 RB0094  MODELED GRAV-     980,489.3   (mgal)                       NAVD 88
 RB0094
 RB0094  VERT ORDER  -  SECOND    CLASS 0
 RB0094
 RB0094.The horizontal coordinates were scaled from a topographic map and have
 RB0094.an estimated accuracy of +/- 6 seconds.
 RB0094
 RB0094.The orthometric height was determined by differential leveling
 RB0094.and adjusted in June 1991.
 RB0094
 RB0094.The geoid height was determined by GEOID03.
 RB0094
 RB0094.The dynamic height is computed by dividing the NAVD 88
 RB0094.geopotential number by the normal gravity value computed on the
 RB0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0094.degrees latitude (g = 980.6199 gals.).
 RB0094
 RB0094.The modeled gravity was interpolated from observed gravity values.
 RB0094
 RB0094;                    North         East    Units  Estimated Accuracy
 RB0094;SPC OR N     -   241,490.    2,655,510.      MT  (+/- 180 meters Scaled)
 RB0094
 RB0094                          SUPERSEDED SURVEY CONTROL
 RB0094
 RB0094  NGVD 29 (??/??/92)  531.390  (m)         1743.40   (f) ADJ UNCH    2 0
 RB0094
 RB0094.Superseded values are not recommended for survey control.
 RB0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0094.See file dsdata.txt to determine how the superseded data were derived.
 RB0094
 RB0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL835754(NAD 83)
 RB0094_MARKER: DB = BENCH MARK DISK
 RB0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0094_STAMPING: A 516 1952
 RB0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0094+STABILITY: SURFACE MOTION
 RB0094
 RB0094  HISTORY     - Date     Condition        Report By
 RB0094  HISTORY     - 1952     MONUMENTED       CGS
 RB0094  HISTORY     - 1964     MARK NOT FOUND   NGS
 RB0094  HISTORY     - 1981     MARK NOT FOUND   NGS
 RB0094
 RB0094                          STATION DESCRIPTION
 RB0094
 RB0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 RB0094'0.9 MI NW FROM ATHENA.
 RB0094'SEARCHED FOR BUT NOT RECOVERED.  THE AIRPORT HAS BEEN ABANDONED AND
 RB0094'THE STRIP IS NOW A CULTIVATED FIELD.  THE MARK WAS TO HAVE BEEN 0.3
 RB0094'MILE NORTH ALONG FOURTH STREET FROM THE ATHENA SCHOOL AT ATHENA,
 RB0094'UMATILLA COUNTY, THENCE 0.4 MILE WEST ALONG A GRAVELED ROAD.  AT
 RB0094'BARRETT AIRPORT, NEAR THE NORTH END OF THE LANDING STRIP, 72 FEET EAST
 RB0094'OF THE EAST EDGE OF THE STRIP, 3 FEET NORTHWEST OF A FENCE CORNER AND
 RB0094'1.8 FEET EAST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK STAMPED
 RB0094'A 516 1952 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT
 RB0094'ABOVE THE GROUND.
 RB0094
 RB0094                          STATION RECOVERY (1981)
 RB0094
 RB0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 RB0094'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0875 ***********************************************************************
 RB0875  DESIGNATION -  A 517
 RB0875  PID         -  RB0875
 RB0875  STATE/COUNTY-  OR/MORROW
 RB0875  USGS QUAD   -  LEXINGTON (1968)
 RB0875
 RB0875                         *CURRENT SURVEY CONTROL
 RB0875  ___________________________________________________________________
 RB0875* NAD 83(1986)-  45 27 21.     (N)    119 40 40.     (W)     SCALED    
 RB0875* NAVD 88     -       496.500  (meters)    1628.93   (feet)  ADJUSTED  
 RB0875  ___________________________________________________________________
 RB0875  GEOID HEIGHT-         -21.09  (meters)                     GEOID03
 RB0875  DYNAMIC HT  -         496.443 (meters)    1628.75  (feet)  COMP
 RB0875  MODELED GRAV-     980,485.8   (mgal)                       NAVD 88
 RB0875
 RB0875  VERT ORDER  -  SECOND    CLASS 0
 RB0875
 RB0875.The horizontal coordinates were scaled from a topographic map and have
 RB0875.an estimated accuracy of +/- 6 seconds.
 RB0875
 RB0875.The orthometric height was determined by differential leveling
 RB0875.and adjusted in June 1991.
 RB0875
 RB0875.The geoid height was determined by GEOID03.
 RB0875
 RB0875.The dynamic height is computed by dividing the NAVD 88
 RB0875.geopotential number by the normal gravity value computed on the
 RB0875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0875.degrees latitude (g = 980.6199 gals.).
 RB0875
 RB0875.The modeled gravity was interpolated from observed gravity values.
 RB0875
 RB0875;                    North         East    Units  Estimated Accuracy
 RB0875;SPC OR N     -   199,140.    2,564,310.      MT  (+/- 180 meters Scaled)
 RB0875
 RB0875                          SUPERSEDED SURVEY CONTROL
 RB0875
 RB0875  NGVD 29 (??/??/92)  495.459  (m)         1625.52   (f) ADJ UNCH    2 0
 RB0875
 RB0875.Superseded values are not recommended for survey control.
 RB0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0875.See file dsdata.txt to determine how the superseded data were derived.
 RB0875
 RB0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKL906370(NAD 83)
 RB0875_MARKER: DB = BENCH MARK DISK
 RB0875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0875_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0875_STAMPING: A 517 1959
 RB0875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0875+STABILITY: SURFACE MOTION
 RB0875
 RB0875  HISTORY     - Date     Condition        Report By
 RB0875  HISTORY     - 1959     MONUMENTED       CGS
 RB0875
 RB0875                          STATION DESCRIPTION
 RB0875
 RB0875'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RB0875'0.8 MI N FROM LEXINGTON.
 RB0875'0.8 MILE NORTH ALONG STATE HIGHWAY 207 FROM THE PUBLIC SCHOOL AT
 RB0875'LEXINGTON, 0.2 MILE NORTH OF THE T JUNCTION OF A GRAVEL ROAD LEADING
 RB0875'WEST TO THE LEXINGTON AIRPORT, 348 FEET NORTH-NORTHEAST OF THE CENTER
 RB0875'OF THE JUNCTION OF A DIRT ROAD EAST, 56 1/2 FEET EAST OF THE CENTER
 RB0875'LINE OF THE HIGHWAY, 69 FEET NORTHWEST OF THE CENTER LINE OF THE DIRT
 RB0875'ROAD, 1 1/2 FEET NORTH OF THE FIRST POWER POLE NORTH OF AN ANGLE IN
 RB0875'THE POWER LINE, 1.5 FEET EAST OF A WITNESS POST, 10 FEET SOUTH OF A
 RB0875'FENCE CORNER, ABOUT 4 FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP
 RB0875'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0980 ***********************************************************************
 RB0980  DESIGNATION -  A 517 X
 RB0980  PID         -  RB0980
 RB0980  STATE/COUNTY-  OR/MORROW
 RB0980  USGS QUAD   -  CECIL (1968)
 RB0980
 RB0980                         *CURRENT SURVEY CONTROL
 RB0980  ___________________________________________________________________
 RB0980* NAD 83(1986)-  45 35 16.     (N)    119 56 39.     (W)     SCALED    
 RB0980* NAVD 88     -       210.507  (meters)     690.64   (feet)  ADJUSTED  
 RB0980  ___________________________________________________________________
 RB0980  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 RB0980  DYNAMIC HT  -         210.494 (meters)     690.60  (feet)  COMP
 RB0980  MODELED GRAV-     980,549.2   (mgal)                       NAVD 88
 RB0980
 RB0980  VERT ORDER  -  SECOND    CLASS 0
 RB0980
 RB0980.The horizontal coordinates were scaled from a topographic map and have
 RB0980.an estimated accuracy of +/- 6 seconds.
 RB0980
 RB0980.The orthometric height was determined by differential leveling
 RB0980.and adjusted in June 1991.
 RB0980
 RB0980.The geoid height was determined by GEOID03.
 RB0980
 RB0980.The dynamic height is computed by dividing the NAVD 88
 RB0980.geopotential number by the normal gravity value computed on the
 RB0980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0980.degrees latitude (g = 980.6199 gals.).
 RB0980
 RB0980.The modeled gravity was interpolated from observed gravity values.
 RB0980
 RB0980;                    North         East    Units  Estimated Accuracy
 RB0980;SPC OR N     -   213,630.    2,543,370.      MT  (+/- 180 meters Scaled)
 RB0980
 RB0980                          SUPERSEDED SURVEY CONTROL
 RB0980
 RB0980  NGVD 29 (??/??/92)  209.485  (m)          687.29   (f) ADJ UNCH    2 0
 RB0980
 RB0980.Superseded values are not recommended for survey control.
 RB0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0980.See file dsdata.txt to determine how the superseded data were derived.
 RB0980
 RB0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKL703524(NAD 83)
 RB0980_MARKER: DB = BENCH MARK DISK
 RB0980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0980_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0980_STAMPING: A 517 X 1959
 RB0980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0980+STABILITY: SURFACE MOTION
 RB0980
 RB0980  HISTORY     - Date     Condition        Report By
 RB0980  HISTORY     - 1959     MONUMENTED       CGS
 RB0980
 RB0980                          STATION DESCRIPTION
 RB0980
 RB0980'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RB0980'2.6 MI SE FROM CECIL.
 RB0980'1.3 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE GENERAL
 RB0980'STORE AND POST OFFICE AT CECIL, THENCE 0.2 MILE NORTHWEST ACROSS
 RB0980'COUNTRY, THENCE 1.1 MILES SOUTHEAST ALONG STATE HIGHWAY 74, 0.35 MILES
 RB0980'NORTHWEST OF HIGHWAY MILEPOST 18, ABOUT 0.15 MILE EAST OF THE TRACK,
 RB0980'AT THE JUNCTION OF A DIRT ROAD LEADING WEST ACROSS A BRIDGE TOWARDS
 RB0980'THE TRACK, 24 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 101 FEET
 RB0980'NORTH OF THE CENTER LINE OF THE DIRT ROAD, 88 FEET NORTH OF THE NORTH
 RB0980'END OF A GATE, 0.4 FOOT EAST OF A FENCE, 1.2 FEET WEST OF A WITNESS
 RB0980'POST, ABOUT 2 FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 RB0980'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0940 ***********************************************************************
 RB0940  DESIGNATION -  A 518
 RB0940  PID         -  RB0940
 RB0940  STATE/COUNTY-  OR/MORROW
 RB0940  USGS QUAD   -  STRAWBERRY CANYON SW (1968)
 RB0940
 RB0940                         *CURRENT SURVEY CONTROL
 RB0940  ___________________________________________________________________
 RB0940* NAD 83(1986)-  45 30 04.     (N)    119 38 29.     (W)     SCALED    
 RB0940* NAVD 88     -       473.274  (meters)    1552.73   (feet)  ADJUSTED  
 RB0940  ___________________________________________________________________
 RB0940  GEOID HEIGHT-         -21.22  (meters)                     GEOID03
 RB0940  DYNAMIC HT  -         473.221 (meters)    1552.56  (feet)  COMP
 RB0940  MODELED GRAV-     980,490.3   (mgal)                       NAVD 88
 RB0940
 RB0940  VERT ORDER  -  SECOND    CLASS 0
 RB0940
 RB0940.The horizontal coordinates were scaled from a topographic map and have
 RB0940.an estimated accuracy of +/- 6 seconds.
 RB0940
 RB0940.The orthometric height was determined by differential leveling
 RB0940.and adjusted in June 1991.
 RB0940
 RB0940.The geoid height was determined by GEOID03.
 RB0940
 RB0940.The dynamic height is computed by dividing the NAVD 88
 RB0940.geopotential number by the normal gravity value computed on the
 RB0940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0940.degrees latitude (g = 980.6199 gals.).
 RB0940
 RB0940.The modeled gravity was interpolated from observed gravity values.
 RB0940
 RB0940;                    North         East    Units  Estimated Accuracy
 RB0940;SPC OR N     -   204,200.    2,567,100.      MT  (+/- 180 meters Scaled)
 RB0940
 RB0940                          SUPERSEDED SURVEY CONTROL
 RB0940
 RB0940  NGVD 29 (??/??/92)  472.230  (m)         1549.31   (f) ADJ UNCH    2 0
 RB0940
 RB0940.Superseded values are not recommended for survey control.
 RB0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0940.See file dsdata.txt to determine how the superseded data were derived.
 RB0940
 RB0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKL936420(NAD 83)
 RB0940_MARKER: DB = BENCH MARK DISK
 RB0940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0940_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0940_STAMPING: A 518 1959
 RB0940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0940+STABILITY: SURFACE MOTION
 RB0940
 RB0940  HISTORY     - Date     Condition        Report By
 RB0940  HISTORY     - 1959     MONUMENTED       CGS
 RB0940
 RB0940                          STATION DESCRIPTION
 RB0940
 RB0940'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RB0940'5.05 MI NE FROM LEXINGTON.
 RB0940'5.05 MILES NORTHEAST ALONG STATE HIGHWAY 207 FROM THE PUBLIC SCHOOL AT
 RB0940'LEXINGTON, 77 FEET SOUTHWEST OF THE CENTER OF THE T JUNCTION OF A DIRT
 RB0940'ROAD EAST, 127 1/2 FEET NORTH AND ACROSS THE HIGHWAY FROM MILEPOST 5,
 RB0940'29 FEET WEST-NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 57 FEET
 RB0940'SOUTH-SOUTHWEST OF THE EXTENDED CENTER LINE OF THE ROAD, 1.6 FEET
 RB0940'WEST-NORTHWEST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 RB0940'POST PROJECTING 1/2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0952 ***********************************************************************
 RB0952  DESIGNATION -  A 519
 RB0952  PID         -  RB0952
 RB0952  STATE/COUNTY-  OR/MORROW
 RB0952  USGS QUAD   -  STRAWBERRY CANYON SW (1968)
 RB0952
 RB0952                         *CURRENT SURVEY CONTROL
 RB0952  ___________________________________________________________________
 RB0952* NAD 83(1986)-  45 35 45.     (N)    119 39 23.     (W)     SCALED    
 RB0952* NAVD 88     -       313.618  (meters)    1028.93   (feet)  ADJUSTED  
 RB0952  ___________________________________________________________________
 RB0952  GEOID HEIGHT-         -21.55  (meters)                     GEOID03
 RB0952  DYNAMIC HT  -         313.594 (meters)    1028.85  (feet)  COMP
 RB0952  MODELED GRAV-     980,533.1   (mgal)                       NAVD 88
 RB0952
 RB0952  VERT ORDER  -  SECOND    CLASS 0
 RB0952
 RB0952.The horizontal coordinates were scaled from a topographic map and have
 RB0952.an estimated accuracy of +/- 6 seconds.
 RB0952
 RB0952.The orthometric height was determined by differential leveling
 RB0952.and adjusted in June 1991.
 RB0952
 RB0952.The geoid height was determined by GEOID03.
 RB0952
 RB0952.The dynamic height is computed by dividing the NAVD 88
 RB0952.geopotential number by the normal gravity value computed on the
 RB0952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0952.degrees latitude (g = 980.6199 gals.).
 RB0952
 RB0952.The modeled gravity was interpolated from observed gravity values.
 RB0952
 RB0952;                    North         East    Units  Estimated Accuracy
 RB0952;SPC OR N     -   214,720.    2,565,820.      MT  (+/- 180 meters Scaled)
 RB0952
 RB0952                          SUPERSEDED SURVEY CONTROL
 RB0952
 RB0952  NGVD 29 (??/??/92)  312.592  (m)         1025.56   (f) ADJ UNCH    2 0
 RB0952
 RB0952.Superseded values are not recommended for survey control.
 RB0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0952.See file dsdata.txt to determine how the superseded data were derived.
 RB0952
 RB0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKL928525(NAD 83)
 RB0952_MARKER: DB = BENCH MARK DISK
 RB0952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0952_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0952_STAMPING: A 519 1959
 RB0952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0952+STABILITY: SURFACE MOTION
 RB0952
 RB0952  HISTORY     - Date     Condition        Report By
 RB0952  HISTORY     - 1959     MONUMENTED       CGS
 RB0952
 RB0952                          STATION DESCRIPTION
 RB0952
 RB0952'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RB0952'16.15 MI E FROM CECIL.
 RB0952'1.4 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE POST
 RB0952'OFFICE AT CECIL, THENCE 0.2 MILE NORTHEAST ACROSS COUNTRY, THENCE 9.5
 RB0952'MILES EAST ALONG A GRAVEL ROAD, THENCE 0.5 MILE SOUTH ALONG A GRAVEL
 RB0952'ROAD, THENCE 4.55 MILES EAST ALONG A GRAVEL ROAD, 0.5 MILE EAST OF THE
 RB0952'JUNCTION OF A GRAVEL ROAD SOUTH AND A TRACK ROAD NORTH, AT THE EAST
 RB0952'END OF A CURVE, AT THE CROSSING OF A POWER LINE, 26 FEET SOUTH OF THE
 RB0952'CENTER LINE OF THE ROAD, 1 1/2 FEET EAST OF THE FIRST POWER POLE ON
 RB0952'THE SOUTH SIDE OF THE ROAD, 1.4 FEET SOUTH OF A WITNESS POST, ABOUT 1
 RB0952'1/2 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 RB0952'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0465 ***********************************************************************
 QE0465  DESIGNATION -  A 52 RESET
 QE0465  PID         -  QE0465
 QE0465  STATE/COUNTY-  OR/MARION
 QE0465  USGS QUAD   -  SALEM WEST (1986)
 QE0465
 QE0465                         *CURRENT SURVEY CONTROL
 QE0465  ___________________________________________________________________
 QE0465* NAD 83(1986)-  44 56 15.     (N)    123 01 38.     (W)     SCALED    
 QE0465* NAVD 88     -        54.079  (meters)     177.42   (feet)  ADJUSTED  
 QE0465  ___________________________________________________________________
 QE0465  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 QE0465  DYNAMIC HT  -          54.076 (meters)     177.41  (feet)  COMP
 QE0465  MODELED GRAV-     980,570.6   (mgal)                       NAVD 88
 QE0465
 QE0465  VERT ORDER  -  FIRST     CLASS II
 QE0465
 QE0465.The horizontal coordinates were scaled from a topographic map and have
 QE0465.an estimated accuracy of +/- 6 seconds.
 QE0465
 QE0465.The orthometric height was determined by differential leveling
 QE0465.and adjusted in June 1991.
 QE0465
 QE0465.The geoid height was determined by GEOID03.
 QE0465
 QE0465.The dynamic height is computed by dividing the NAVD 88
 QE0465.geopotential number by the normal gravity value computed on the
 QE0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0465.degrees latitude (g = 980.6199 gals.).
 QE0465
 QE0465.The modeled gravity was interpolated from observed gravity values.
 QE0465
 QE0465;                    North         East    Units  Estimated Accuracy
 QE0465;SPC OR N     -   144,340.    2,300,570.      MT  (+/- 180 meters Scaled)
 QE0465
 QE0465                          SUPERSEDED SURVEY CONTROL
 QE0465
 QE0465  NGVD 29 (??/??/92)   53.050  (m)          174.05   (f) ADJ UNCH    1 2
 QE0465
 QE0465.Superseded values are not recommended for survey control.
 QE0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0465.See file dsdata.txt to determine how the superseded data were derived.
 QE0465
 QE0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ978760(NAD 83)
 QE0465_MARKER: DD = SURVEY DISK
 QE0465_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QE0465_SP_SET: GRANITE BLOCK
 QE0465_STAMPING: A 52 R 1930 173.500
 QE0465_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0465_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QE0465+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2006
 QE0465
 QE0465  HISTORY     - Date     Condition        Report By
 QE0465  HISTORY     - 1973     MONUMENTED       ORDT
 QE0465  HISTORY     - 1975     GOOD             NGS
 QE0465  HISTORY     - 19920908 GOOD             USPSQD
 QE0465  HISTORY     - 20000315 GOOD             USPSQD
 QE0465  HISTORY     - 20060819 GOOD             USPSQD
 QE0465
 QE0465                          STATION DESCRIPTION
 QE0465
 QE0465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 QE0465'IN SALEM.
 QE0465'AT SALEM, 200 FEET SOUTH OF THE CENTER OF COURT STREET NORTHEAST, 185
 QE0465'FEET WEST OF THE CENTER OF 12TH STREET NORTHEAST, AND 3 1/2 FEET
 QE0465'HIGHER THAN THE PARKING AREA IN THE COURTYARD.  AN OREGON STATE
 QE0465'HIGHWAY DEPARTMENT BENCH MARK DISK CEMENTED IN A DRILL HOLE IN A
 QE0465'GRANITE BLOCK AT THE EAST SIDE OF THE STEPS, AT THE SOUTH EXIT FROM
 QE0465'THE STATE OFFICE BUILDING.
 QE0465
 QE0465                          STATION RECOVERY (1992)
 QE0465
 QE0465'RECOVERY NOTE BY US POWER SQUADRON 1992 (RB)
 QE0465'RECOVERED IN GOOD CONDITION.
 QE0465
 QE0465                          STATION RECOVERY (2000)
 QE0465
 QE0465'RECOVERY NOTE BY US POWER SQUADRON 2000
 QE0465'RECOVERED IN GOOD CONDITION.
 QE0465
 QE0465                          STATION RECOVERY (2006)
 QE0465
 QE0465'RECOVERY NOTE BY US POWER SQUADRON 2006 (RJH)
 QE0465'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0556 ***********************************************************************
 RB0556  DESIGNATION -  A 520
 RB0556  PID         -  RB0556
 RB0556  STATE/COUNTY-  OR/MORROW
 RB0556  USGS QUAD   -  VEY RANCH (1968)
 RB0556
 RB0556                         *CURRENT SURVEY CONTROL
 RB0556  ___________________________________________________________________
 RB0556* NAD 83(1986)-  45 32 40.     (N)    119 16 36.     (W)     SCALED    
 RB0556* NAVD 88     -       466.389  (meters)    1530.14   (feet)  ADJUSTED  
 RB0556  ___________________________________________________________________
 RB0556  GEOID HEIGHT-         -21.05  (meters)                     GEOID03
 RB0556  DYNAMIC HT  -         466.325 (meters)    1529.93  (feet)  COMP
 RB0556  MODELED GRAV-     980,466.6   (mgal)                       NAVD 88
 RB0556
 RB0556  VERT ORDER  -  SECOND    CLASS 0
 RB0556
 RB0556.The horizontal coordinates were scaled from a topographic map and have
 RB0556.an estimated accuracy of +/- 6 seconds.
 RB0556
 RB0556.The orthometric height was determined by differential leveling
 RB0556.and adjusted in June 1991.
 RB0556
 RB0556.The geoid height was determined by GEOID03.
 RB0556
 RB0556.The dynamic height is computed by dividing the NAVD 88
 RB0556.geopotential number by the normal gravity value computed on the
 RB0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0556.degrees latitude (g = 980.6199 gals.).
 RB0556
 RB0556.The modeled gravity was interpolated from observed gravity values.
 RB0556
 RB0556;                    North         East    Units  Estimated Accuracy
 RB0556;SPC OR N     -   209,390.    2,595,530.      MT  (+/- 180 meters Scaled)
 RB0556
 RB0556                          SUPERSEDED SURVEY CONTROL
 RB0556
 RB0556  NGVD 29 (??/??/92)  465.331  (m)         1526.67   (f) ADJ UNCH    2 0
 RB0556
 RB0556.Superseded values are not recommended for survey control.
 RB0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0556.See file dsdata.txt to determine how the superseded data were derived.
 RB0556
 RB0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL222459(NAD 83)
 RB0556_MARKER: DB = BENCH MARK DISK
 RB0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0556_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0556_STAMPING: A 520 1959
 RB0556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0556+STABILITY: SURFACE MOTION
 RB0556
 RB0556  HISTORY     - Date     Condition        Report By
 RB0556  HISTORY     - 1959     MONUMENTED       CGS
 RB0556
 RB0556                          STATION DESCRIPTION
 RB0556
 RB0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RB0556'11.3 MI NW FROM VINSON.
 RB0556'0.2 MILE NORTHEAST ALONG STATE HIGHWAY 74 FROM THE CONCRETE BRIDGE
 RB0556'OVER THE NORTH FORK OF BUTTER CREEK AT VINSON, THENCE 11.1 MILES
 RB0556'NORTHWEST ALONG A GRAVEL ROAD, 0.3 MILE EAST OF THE JUNCTION OF A ROAD
 RB0556'LEADING SOUTHWEST TO A FARMHOUSE, 31 FEET SOUTH OF THE CENTER LINE OF
 RB0556'THE ROAD, 1.0 FOOT NORTH OF A FENCE, 1.5 FEET SOUTH OF A WITNESS POST,
 RB0556'ABOUT 1 1/2 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 RB0556'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0564 ***********************************************************************
 RB0564  DESIGNATION -  A 520 X
 RB0564  PID         -  RB0564
 RB0564  STATE/COUNTY-  OR/MORROW
 RB0564  USGS QUAD   -  BUTTER CREEK JUNCTION (1968)
 RB0564
 RB0564                         *CURRENT SURVEY CONTROL
 RB0564  ___________________________________________________________________
 RB0564* NAD 83(1986)-  45 34 33.     (N)    119 25 01.     (W)     SCALED    
 RB0564* NAVD 88     -       347.632  (meters)    1140.52   (feet)  ADJUSTED  
 RB0564  ___________________________________________________________________
 RB0564  GEOID HEIGHT-         -21.32  (meters)                     GEOID03
 RB0564  DYNAMIC HT  -         347.595 (meters)    1140.40  (feet)  COMP
 RB0564  MODELED GRAV-     980,502.1   (mgal)                       NAVD 88
 RB0564
 RB0564  VERT ORDER  -  SECOND    CLASS 0
 RB0564
 RB0564.The horizontal coordinates were scaled from a topographic map and have
 RB0564.an estimated accuracy of +/- 6 seconds.
 RB0564
 RB0564.The orthometric height was determined by differential leveling
 RB0564.and adjusted in June 1991.
 RB0564
 RB0564.The geoid height was determined by GEOID03.
 RB0564
 RB0564.The dynamic height is computed by dividing the NAVD 88
 RB0564.geopotential number by the normal gravity value computed on the
 RB0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0564.degrees latitude (g = 980.6199 gals.).
 RB0564
 RB0564.The modeled gravity was interpolated from observed gravity values.
 RB0564
 RB0564;                    North         East    Units  Estimated Accuracy
 RB0564;SPC OR N     -   212,720.    2,584,530.      MT  (+/- 180 meters Scaled)
 RB0564
 RB0564                          SUPERSEDED SURVEY CONTROL
 RB0564
 RB0564  NGVD 29 (??/??/92)  346.590  (m)         1137.10   (f) ADJ UNCH    2 0
 RB0564
 RB0564.Superseded values are not recommended for survey control.
 RB0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0564.See file dsdata.txt to determine how the superseded data were derived.
 RB0564
 RB0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL114497(NAD 83)
 RB0564_MARKER: DB = BENCH MARK DISK
 RB0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0564_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0564_STAMPING: A 520 X 1959
 RB0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0564+STABILITY: SURFACE MOTION
 RB0564
 RB0564  HISTORY     - Date     Condition        Report By
 RB0564  HISTORY     - 1959     MONUMENTED       CGS
 RB0564
 RB0564                          STATION DESCRIPTION
 RB0564
 RB0564'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RB0564'19.4 MI NW FROM VINSON.
 RB0564'0.2 MILE NORTHEAST ALONG STATE HIGHWAY 74 FROM THE CONCRETE BRIDGE
 RB0564'OVER THE NORTH FORK OF BUTTER CREEK AT VINSON, THENCE 19.2 MILES
 RB0564'NORTHWEST ALONG A GRAVEL ROAD, 0.4 MILE SOUTHEAST OF THE T JUNCTION OF
 RB0564'A GRAVEL ROAD SOUTHWEST, AT PINE CITY, AT THE SOUTHEAST END OF A
 RB0564'CURVE, ACROSS THE ROAD FROM A HIGH ROCKY RIDGE, 20 FEET SOUTHWEST OF
 RB0564'THE CENTER LINE OF THE ROAD, 0.7 FOOT NORTHEAST OF A FENCE, 1.3 FEET
 RB0564'SOUTHWEST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE ROAD, AND SET
 RB0564'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0667 ***********************************************************************
 RB0667  DESIGNATION -  A 521
 RB0667  PID         -  RB0667
 RB0667  STATE/COUNTY-  OR/UMATILLA
 RB0667  USGS QUAD   -  JUNIPER (1993)
 RB0667
 RB0667                         *CURRENT SURVEY CONTROL
 RB0667  ___________________________________________________________________
 RB0667* NAD 83(1986)-  45 55 26.     (N)    119 06 38.     (W)     SCALED    
 RB0667* NAVD 88     -       109.076  (meters)     357.86   (feet)  ADJUSTED  
 RB0667  ___________________________________________________________________
 RB0667  GEOID HEIGHT-         -21.63  (meters)                     GEOID03
 RB0667  DYNAMIC HT  -         109.075 (meters)     357.86  (feet)  COMP
 RB0667  MODELED GRAV-     980,602.3   (mgal)                       NAVD 88
 RB0667
 RB0667  VERT ORDER  -  FIRST     CLASS I
 RB0667
 RB0667.The horizontal coordinates were scaled from a topographic map and have
 RB0667.an estimated accuracy of +/- 6 seconds.
 RB0667
 RB0667.The orthometric height was determined by differential leveling
 RB0667.and adjusted in June 1991.
 RB0667
 RB0667.The geoid height was determined by GEOID03.
 RB0667
 RB0667.The dynamic height is computed by dividing the NAVD 88
 RB0667.geopotential number by the normal gravity value computed on the
 RB0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0667.degrees latitude (g = 980.6199 gals.).
 RB0667
 RB0667.The modeled gravity was interpolated from observed gravity values.
 RB0667
 RB0667;                    North         East    Units  Estimated Accuracy
 RB0667;SPC OR N     -   251,760.    2,607,770.      MT  (+/- 180 meters Scaled)
 RB0667
 RB0667                          SUPERSEDED SURVEY CONTROL
 RB0667
 RB0667  NGVD 29 (??/??/92)  108.074  (m)          354.57   (f) ADJ UNCH    1 1
 RB0667
 RB0667.Superseded values are not recommended for survey control.
 RB0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0667.See file dsdata.txt to determine how the superseded data were derived.
 RB0667
 RB0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL363877(NAD 83)
 RB0667_MARKER: DD = SURVEY DISK
 RB0667_SETTING: 66 = SET IN ROCK OUTCROP
 RB0667_SP_SET: OUTCROP
 RB0667_STAMPING: A 521 1955
 RB0667_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RB0667+STABILITY: POSITION/ELEVATION WELL
 RB0667
 RB0667  HISTORY     - Date     Condition        Report By
 RB0667  HISTORY     - 1955     MONUMENTED       DOD
 RB0667  HISTORY     - 1968     GOOD             NGS
 RB0667
 RB0667                          STATION DESCRIPTION
 RB0667
 RB0667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RB0667'11.55 MI E FROM UMATILLA.
 RB0667'11.55 MILES EAST ALONG U.S. HIGHWAY 730 FROM THE POST OFFICE AT
 RB0667'UMATILLA, IN R3OE T5N, SECTION 7, 0.45 MILE NORTHEAST OF MILEPOST 193,
 RB0667'0.1 MILE NORTHEAST OF THE NORTHEAST END OF A LARGE TURNOUT, AT A ROCK
 RB0667'CUT, IN THE TOP OF A LEDGE OF AN OUTCROP, 2 FEET NORTHWEST OF THE
 RB0667'NORTHWEST FACE OF THE OUTCROP, 22 1/2 FEET SOUTHEAST OF THE CENTER
 RB0667'LINE OF THE HIGHWAY, AND ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0638 ***********************************************************************
 RB0638  DESIGNATION -  A 525
 RB0638  PID         -  RB0638
 RB0638  STATE/COUNTY-  OR/UMATILLA
 RB0638  USGS QUAD   -  UMATILLA (1993)
 RB0638
 RB0638                         *CURRENT SURVEY CONTROL
 RB0638  ___________________________________________________________________
 RB0638* NAD 83(1986)-  45 54 57.     (N)    119 17 19.     (W)     SCALED    
 RB0638* NAVD 88     -       145.778  (meters)     478.27   (feet)  ADJUSTED  
 RB0638  ___________________________________________________________________
 RB0638  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 RB0638  DYNAMIC HT  -         145.778 (meters)     478.27  (feet)  COMP
 RB0638  MODELED GRAV-     980,610.1   (mgal)                       NAVD 88
 RB0638
 RB0638  VERT ORDER  -  FIRST     CLASS I
 RB0638
 RB0638.The horizontal coordinates were scaled from a topographic map and have
 RB0638.an estimated accuracy of +/- 6 seconds.
 RB0638
 RB0638.The orthometric height was determined by differential leveling
 RB0638.and adjusted in June 1991.
 RB0638.WARNING-Repeat measurements at this control monument indicate possible
 RB0638.vertical movement.
 RB0638
 RB0638.The geoid height was determined by GEOID03.
 RB0638
 RB0638.The dynamic height is computed by dividing the NAVD 88
 RB0638.geopotential number by the normal gravity value computed on the
 RB0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0638.degrees latitude (g = 980.6199 gals.).
 RB0638
 RB0638.The modeled gravity was interpolated from observed gravity values.
 RB0638
 RB0638;                    North         East    Units  Estimated Accuracy
 RB0638;SPC OR N     -   250,640.    2,593,980.      MT  (+/- 180 meters Scaled)
 RB0638
 RB0638                          SUPERSEDED SURVEY CONTROL
 RB0638
 RB0638  NGVD 29 (??/??/92)  144.771  (m)          474.97   (f) ADJ UNCH    1 1
 RB0638
 RB0638.Superseded values are not recommended for survey control.
 RB0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0638.See file dsdata.txt to determine how the superseded data were derived.
 RB0638
 RB0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL225872(NAD 83)
 RB0638_MARKER: DB = BENCH MARK DISK
 RB0638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0638_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0638_STAMPING: A 525 1951
 RB0638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0638+STABILITY: SURFACE MOTION
 RB0638
 RB0638  HISTORY     - Date     Condition        Report By
 RB0638  HISTORY     - 1951     MONUMENTED       CGS
 RB0638  HISTORY     - 1968     GOOD             NGS
 RB0638
 RB0638                          STATION DESCRIPTION
 RB0638
 RB0638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RB0638'2.65 MI E FROM UMATILLA.
 RB0638'2.65 MILES EAST ALONG U.S. HIGHWAY 730 FROM THE POST OFFICE AT
 RB0638'UMATILLA, IN R28E T5N, SECTION 15, 0.5 MILE EAST OF MILEPOST 184, AT
 RB0638'THE JUNCTION OF AN ASPHALT ROAD NORTH TO MCNARY TOWNSITE CO., 101 FEET
 RB0638'NORTH OF THE CENTER LINE OF THE HIGHWAY, 32 FEET WEST OF THE CENTER
 RB0638'LINE OF THE ROAD, 17 FEET WEST OF THE WEST END OF A GATE, 3 FEET WEST
 RB0638'OF A POWER POLE BEARING A LIGHT, 1.2 FEET NORTH OF A FENCE, 2.3 FEET
 RB0638'EAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 RB0638'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0011 ***********************************************************************
 RD0011  DESIGNATION -  A 526
 RD0011  PID         -  RD0011
 RD0011  STATE/COUNTY-  OR/MULTNOMAH
 RD0011  USGS QUAD   -  CAMAS (1993)
 RD0011
 RD0011                         *CURRENT SURVEY CONTROL
 RD0011  ___________________________________________________________________
 RD0011* NAD 83(1986)-  45 33 00.     (N)    122 23 52.     (W)     SCALED    
 RD0011* NAVD 88     -        10.526  (meters)      34.53   (feet)  ADJUSTED  
 RD0011  ___________________________________________________________________
 RD0011  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 RD0011  DYNAMIC HT  -          10.526 (meters)      34.53  (feet)  COMP
 RD0011  MODELED GRAV-     980,615.1   (mgal)                       NAVD 88
 RD0011
 RD0011  VERT ORDER  -  SECOND    CLASS 0
 RD0011
 RD0011.This mark is at Portland-Troutdale Airport (TTD)
 RD0011
 RD0011.The horizontal coordinates were scaled from a topographic map and have
 RD0011.an estimated accuracy of +/- 6 seconds.
 RD0011
 RD0011.The orthometric height was determined by differential leveling
 RD0011.and adjusted in June 1991.
 RD0011
 RD0011.The geoid height was determined by GEOID03.
 RD0011
 RD0011.The dynamic height is computed by dividing the NAVD 88
 RD0011.geopotential number by the normal gravity value computed on the
 RD0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0011.degrees latitude (g = 980.6199 gals.).
 RD0011
 RD0011.The modeled gravity was interpolated from observed gravity values.
 RD0011
 RD0011;                    North         East    Units  Estimated Accuracy
 RD0011;SPC OR N     -   211,020.    2,351,830.      MT  (+/- 180 meters Scaled)
 RD0011
 RD0011                          SUPERSEDED SURVEY CONTROL
 RD0011
 RD0011  NGVD 29 (??/??/92)    9.502  (m)           31.17   (f) ADJ UNCH    2 0
 RD0011
 RD0011.Superseded values are not recommended for survey control.
 RD0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0011.See file dsdata.txt to determine how the superseded data were derived.
 RD0011
 RD0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER470442(NAD 83)
 RD0011_MARKER: DB = BENCH MARK DISK
 RD0011_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 RD0011_SP_SET: FOUNDATION WALL OF CONTROL TOWER
 RD0011_STAMPING: A526 1966
 RD0011_MARK LOGO: CGS   
 RD0011_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0011+STABILITY: SURFACE MOTION
 RD0011_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD0011+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2005
 RD0011
 RD0011  HISTORY     - Date     Condition        Report By
 RD0011  HISTORY     - 1966     MONUMENTED       CGS
 RD0011  HISTORY     - 1979     GOOD             NGS
 RD0011  HISTORY     - 1989     GOOD             USPSQD
 RD0011  HISTORY     - 19940420 GOOD             USPSQD
 RD0011  HISTORY     - 19960819 GOOD             CHANCE
 RD0011  HISTORY     - 20050125 GOOD             USPSQD
 RD0011
 RD0011                          STATION DESCRIPTION
 RD0011
 RD0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 RD0011'1.0 MI NW FROM TROUTDALE.
 RD0011'THE MARK IS LOCATED ON THE PORTLAND--TROUTDALE AIRPORT 1.0 MILES
 RD0011'NORTHWEST OF THE TOWN OF TROUTDALE.  THE MARK IS SET VERTICALLY IN THE
 RD0011'CONCRETE FOUNDATION WALL OF THE FAA CONTROL TOWER.  1.0 FEET WEST OF
 RD0011'THE SOUTHEAST CORNER OF THE CONTROL TOWER AND SET VERTICALLY 1.8 FEET
 RD0011'ABOVE THE SIDEWALK AROUND THE CONTROL TOWER.  A STANDARD BENCH MARK
 RD0011'DISK SET IN A DRILL HOLE VERTICALLY IN THE CONCRETE WALL AND STAMPED A
 RD0011'526 1966.
 RD0011
 RD0011                          STATION RECOVERY (1979)
 RD0011
 RD0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RD0011'RECOVERED IN GOOD CONDITION.
 RD0011
 RD0011                          STATION RECOVERY (1989)
 RD0011
 RD0011'RECOVERY NOTE BY US POWER SQUADRON 1989 (FV)
 RD0011'RECOVERED IN GOOD CONDITION.
 RD0011
 RD0011                          STATION RECOVERY (1994)
 RD0011
 RD0011'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD0011'RECOVERED IN GOOD CONDITION.
 RD0011
 RD0011                          STATION RECOVERY (1996)
 RD0011
 RD0011'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 RD0011'THE STATION IS LOCATED ABOUT 28 MILES (45.1 KM) EAST OF HILLSBORO, 2.5
 RD0011'MILES (4.0 KM) SOUTH OF CAMAS, WA AND IN TROUTDALE AT THE
 RD0011'PORTLAND-TROUTDALE AIRPORT, JOHN NEWELL - AIRPORT OPERATIONS MANAGER,
 RD0011'PHONE 503-335-1125  TO REACH THE STATION FROM THE JUNCTION OF
 RD0011'INTERSTATE HIGHWAY 84 AND MARINE DRIVE IN TROUTDALE, PROCEED NORTH ON
 RD0011'MARINE DRIVE 1.0 MILES (1.6 KM) TO SUNDIAL DRIVE ON THE RIGHT, TURN
 RD0011'RIGHT AND PROCEED NORTHEAST ON SUNDIAL DRIVE 0.5 MILES (0.8 KM) TO NW
 RD0011'GRAHAM CIRCLE, TURN RIGHT AND PROCEED EAST ON NW GRAHAM CIRCLE, 0.45
 RD0011'MILES (0.72 KM) TO N ENTRANCE WAY, TURN RIGHT AND PROCEED SOUTH 0.1
 RD0011'MILES (0.2 KM) TO A CROSS STREET, CONTINUE SOUTH 100 FT (30.5 M) INTO
 RD0011'THE PARKING LOT FOR THE CONTROL TOWER TO THE STATION SET IN SOUTHEAST
 RD0011'CORNER OF THE SOUTH FACE OF THE CONTROL TOWER  THE STATION IS A
 RD0011'STANDARD US COAST AND GEODETIC SURVEY BENCH MARK DISK SET VERTICALLY
 RD0011'IN THE FOUNDATION WALL OF THE CONTROL TOWER, APPROXIMATELY 50 CM ABOVE
 RD0011'THE GROUND.  THE STATION IS LOCATED 0.3 M (1.0 FT) WEST OF THE
 RD0011'SOUTHEAST CORNER OF THE CONTROL TOWER, 6.65 M (21.82 FT) EAST OF THE
 RD0011'SOUTHWEST CORNER OF THE TOWER, 9.8 M (32.2 FT) NORTHWEST OF THE
 RD0011'SOUTHWEST CORNER OF THE HANGAR, 6.55 M (21.49 FT) NORTH OF THE NORTH
 RD0011'EDGE OF THE RAMP AND 17.2 M (56.4 FT) EAST-NORTHEAST OF A SQUARE DRAIN
 RD0011'IN FT) SOUTH OF THE SOUTH EDGE OF TAXIWAY A, 22.9 M (75.1 FT) NORTH OF
 RD0011'THE NORTH EDGE OF THE RUNWAY, 31.7 M (104.0 FT) SOUTH OF THE CENTER OF
 RD0011'A SQUARE DRAIN INLET AND 54.35 M (178.31 FT) WEST OF THE 2ND RUNWAY
 RD0011'LIGHT WEST OF TAXIWAY A6
 RD0011
 RD0011                          STATION RECOVERY (2005)
 RD0011
 RD0011'RECOVERY NOTE BY US POWER SQUADRON 2005 (SAO)
 RD0011'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1027 ***********************************************************************
 QE1027  DESIGNATION -  A 53
 QE1027  PID         -  QE1027
 QE1027  STATE/COUNTY-  OR/LINCOLN
 QE1027  USGS QUAD   -  TOLEDO NORTH (1984)
 QE1027
 QE1027                         *CURRENT SURVEY CONTROL
 QE1027  ___________________________________________________________________
 QE1027* NAD 83(1986)-  44 40 13.     (N)    123 53 55.     (W)     SCALED    
 QE1027* NAVD 88     -        22.929  (meters)      75.23   (feet)  ADJUSTED  
 QE1027  ___________________________________________________________________
 QE1027  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 QE1027  DYNAMIC HT  -          22.929 (meters)      75.23  (feet)  COMP
 QE1027  MODELED GRAV-     980,609.6   (mgal)                       NAVD 88
 QE1027
 QE1027  VERT ORDER  -  FIRST     CLASS II
 QE1027
 QE1027.The horizontal coordinates were scaled from a topographic map and have
 QE1027.an estimated accuracy of +/- 6 seconds.
 QE1027
 QE1027.The orthometric height was determined by differential leveling
 QE1027.and adjusted in June 1991.
 QE1027.WARNING-Repeat measurements at this control monument indicate possible
 QE1027.vertical movement.
 QE1027
 QE1027.The geoid height was determined by GEOID03.
 QE1027
 QE1027.The dynamic height is computed by dividing the NAVD 88
 QE1027.geopotential number by the normal gravity value computed on the
 QE1027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1027.degrees latitude (g = 980.6199 gals.).
 QE1027
 QE1027.The modeled gravity was interpolated from observed gravity values.
 QE1027
 QE1027;                    North         East    Units  Estimated Accuracy
 QE1027;SPC OR N     -   117,190.    2,230,600.      MT  (+/- 180 meters Scaled)
 QE1027
 QE1027                          SUPERSEDED SURVEY CONTROL
 QE1027
 QE1027  NGVD 29 (??/??/92)   21.913  (m)           71.89   (f) ADJ UNCH    1 2
 QE1027
 QE1027.Superseded values are not recommended for survey control.
 QE1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1027.See file dsdata.txt to determine how the superseded data were derived.
 QE1027
 QE1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ287467(NAD 83)
 QE1027_MARKER: DB = BENCH MARK DISK
 QE1027_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QE1027_SP_SET: CULVERT
 QE1027_STAMPING: A 53 1930
 QE1027_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE1027
 QE1027  HISTORY     - Date     Condition        Report By
 QE1027  HISTORY     - 1930     MONUMENTED       CGS
 QE1027  HISTORY     - 1961     GOOD             NGS
 QE1027  HISTORY     - 19860427 MARK NOT FOUND   USPSQD
 QE1027  HISTORY     - 1987     MARK NOT FOUND   NGS
 QE1027  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 QE1027
 QE1027                          STATION DESCRIPTION
 QE1027
 QE1027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 QE1027'4.4 MI NE FROM TOLEDO.
 QE1027'REACHED FROM THE INTERSECTION OF NORTH MAIN STREET AND U.S. HIGHWAY 20
 QE1027'AT TOLEDO GO NORTHEAST ON THE NEW AND OLD HIGHWAY FOR 4.4 MILES, THIS
 QE1027'IS 1.2 MILES WEST OF PIONEER SERVICE STATION (CLOSED), SET IN TOP OF
 QE1027'THE NORTH END OF THE WEST HEAD WALL OF A CONCRETE CULVERT, AND ABOUT 5
 QE1027'FEET LOWER THEN THE OLD HIGHWAY.
 QE1027
 QE1027                          STATION RECOVERY (1986)
 QE1027
 QE1027'RECOVERY NOTE BY US POWER SQUADRON 1986 (RCC)
 QE1027'MARK NOT FOUND.
 QE1027
 QE1027                          STATION RECOVERY (1987)
 QE1027
 QE1027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE1027'THERE IS NO HEADWALL AT THIS LOCATION.
 QE1027
 QE1027                          STATION RECOVERY (1990)
 QE1027
 QE1027'RECOVERY NOTE BY US POWER SQUADRON 1990 (KRN)
 QE1027'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0603 ***********************************************************************
 QE0603  DESIGNATION -  A 54
 QE0603  PID         -  QE0603
 QE0603  STATE/COUNTY-  OR/BENTON
 QE0603  USGS QUAD   -  WREN (1984)
 QE0603
 QE0603                         *CURRENT SURVEY CONTROL
 QE0603  ___________________________________________________________________
 QE0603* NAD 83(1986)-  44 36 20.     (N)    123 29 10.     (W)     SCALED    
 QE0603* NAVD 88     -       218.218  (meters)     715.94   (feet)  ADJUSTED  
 QE0603  ___________________________________________________________________
 QE0603  GEOID HEIGHT-         -22.04  (meters)                     GEOID03
 QE0603  DYNAMIC HT  -         218.208 (meters)     715.90  (feet)  COMP
 QE0603  MODELED GRAV-     980,566.6   (mgal)                       NAVD 88
 QE0603
 QE0603  VERT ORDER  -  FIRST     CLASS II
 QE0603
 QE0603.The horizontal coordinates were scaled from a topographic map and have
 QE0603.an estimated accuracy of +/- 6 seconds.
 QE0603
 QE0603.The orthometric height was determined by differential leveling
 QE0603.and adjusted in June 1991.
 QE0603
 QE0603.The geoid height was determined by GEOID03.
 QE0603
 QE0603.The dynamic height is computed by dividing the NAVD 88
 QE0603.geopotential number by the normal gravity value computed on the
 QE0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0603.degrees latitude (g = 980.6199 gals.).
 QE0603
 QE0603.The modeled gravity was interpolated from observed gravity values.
 QE0603
 QE0603;                    North         East    Units  Estimated Accuracy
 QE0603;SPC OR N     -   108,710.    2,263,010.      MT  (+/- 180 meters Scaled)
 QE0603
 QE0603                          SUPERSEDED SURVEY CONTROL
 QE0603
 QE0603  NGVD 29 (??/??/92)  217.212  (m)          712.64   (f) ADJ UNCH    1 2
 QE0603
 QE0603.Superseded values are not recommended for survey control.
 QE0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0603.See file dsdata.txt to determine how the superseded data were derived.
 QE0603
 QE0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ614392(NAD 83)
 QE0603_MARKER: DD = SURVEY DISK
 QE0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0603_SP_SET: CONCRETE POST
 QE0603_STAMPING: A 54 1930
 QE0603_MARK LOGO: ORHD  
 QE0603_PROJECTION: PROJECTING 10 CENTIMETERS
 QE0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0603+STABILITY: SURFACE MOTION
 QE0603
 QE0603  HISTORY     - Date     Condition        Report By
 QE0603  HISTORY     - 1930     MONUMENTED       ORHD
 QE0603  HISTORY     - 1961     GOOD             NGS
 QE0603  HISTORY     - 1979     GOOD             USGS
 QE0603  HISTORY     - 19860427 GOOD             USPSQD
 QE0603  HISTORY     - 1987     GOOD             USPSQD
 QE0603  HISTORY     - 1987     GOOD             NGS
 QE0603
 QE0603                          STATION DESCRIPTION
 QE0603
 QE0603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 QE0603'1.8 MI E FROM BLODGETT.
 QE0603'FROM THE POST OFFICE AT BLODGETT GO EAST ON U.S. HIGHWAY 20 FOR 1.8
 QE0603'MILES, BENCH MARK IS 26 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 20, 1
 QE0603'FOOT SOUTH OF THE NORTH RIGHT OF WAY FENCE, 64 FEET NORTHEAST OF THE
 QE0603'BOTTOM STEP UP TO THE LAWN FOR THE HOME OF BEN AND LAVELL DAVIS, AND 1
 QE0603'FOOT WEST OF A WITNESS POST.  DISK IS SET IN TOP OF A CONCRETE POST
 QE0603'PROJECTING ABOUT 6 INCHES.
 QE0603
 QE0603                          STATION RECOVERY (1979)
 QE0603
 QE0603'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 QE0603'ABOUT 1.8 MILES EAST OF BLODGETT ON CARVALLIS-NEWPORT HIGHWAY (U.S.
 QE0603'HWY 20), 72 FEET SOUTHEAST OF CENTERLINE OF NEW HIGHWAY, 26 FEET
 QE0603'NORTHEAST OF CENTERLINE OF OLD HIGHWAY, 22 FEET SOUTHWEST OF
 QE0603'CENTERLINE OF DRIVE CONNECTING OLD AND NEW HIGHWAY. DISK STAMPED "A
 QE0603'54 1930" IN CONCRETE POST.
 QE0603
 QE0603                          STATION RECOVERY (1986)
 QE0603
 QE0603'RECOVERY NOTE BY US POWER SQUADRON 1986 (RCC)
 QE0603'RECOVERED IN GOOD CONDITION.
 QE0603
 QE0603                          STATION RECOVERY (1987)
 QE0603
 QE0603'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWE)
 QE0603'RECOVERED IN GOOD CONDITION.
 QE0603
 QE0603                          STATION RECOVERY (1987)
 QE0603
 QE0603'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE0603'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  23.8 KM
 QE0603'(14.80 MI) WESTERLY ALONG U.S. HIGHWAY 20 FROM ITS JUNCTION WITH STATE
 QE0603'HIGHWAY 34 IN CORVALLIS, 22.1 M (72.5 FT) SOUTHEAST OF THE CENTERLINE
 QE0603'OF THE HIGHWAY, 19.6 M (64.3 FT) NORTH OF THE NORTHEAST CORNER OF THE
 QE0603'BOTTOM STEP TO A WHITE HOUSE, 7.8 M (25.6 FT) NORTHWEST OF THE CENTER
 QE0603'OF DAVIS ROAD, AND 7.5 M (24.6 FT) SOUTHWEST OF THE CENTER OF A
 QE0603'DRIVEWAY.
 QE0603'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 QE0603'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0657 ***********************************************************************
 RC0657  DESIGNATION -  A 543
 RC0657  PID         -  RC0657
 RC0657  STATE/COUNTY-  OR/WASCO
 RC0657  USGS QUAD   -  WISHRAM (1994)
 RC0657
 RC0657                         *CURRENT SURVEY CONTROL
 RC0657  ___________________________________________________________________
 RC0657* NAD 83(1986)-  45 38 47.     (N)    120 56 03.     (W)     SCALED    
 RC0657* NAVD 88     -        55.458  (meters)     181.95   (feet)  ADJUSTED  
 RC0657  ___________________________________________________________________
 RC0657  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 RC0657  DYNAMIC HT  -          55.457 (meters)     181.95  (feet)  COMP
 RC0657  MODELED GRAV-     980,601.0   (mgal)                       NAVD 88
 RC0657
 RC0657  VERT ORDER  -  FIRST     CLASS I
 RC0657
 RC0657.The horizontal coordinates were scaled from a topographic map and have
 RC0657.an estimated accuracy of +/- 6 seconds.
 RC0657
 RC0657.The orthometric height was determined by differential leveling
 RC0657.and adjusted in June 1991.
 RC0657
 RC0657.The geoid height was determined by GEOID03.
 RC0657
 RC0657.The dynamic height is computed by dividing the NAVD 88
 RC0657.geopotential number by the normal gravity value computed on the
 RC0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0657.degrees latitude (g = 980.6199 gals.).
 RC0657
 RC0657.The modeled gravity was interpolated from observed gravity values.
 RC0657
 RC0657;                    North         East    Units  Estimated Accuracy
 RC0657;SPC OR N     -   220,080.    2,466,160.      MT  (+/- 180 meters Scaled)
 RC0657
 RC0657                          SUPERSEDED SURVEY CONTROL
 RC0657
 RC0657  NGVD 29 (??/??/92)   54.464  (m)          178.69   (f) ADJ UNCH    1 1
 RC0657
 RC0657.Superseded values are not recommended for survey control.
 RC0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0657.See file dsdata.txt to determine how the superseded data were derived.
 RC0657
 RC0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR609568(NAD 83)
 RC0657_MARKER: DD = SURVEY DISK
 RC0657_SETTING: 66 = SET IN ROCK OUTCROP
 RC0657_SP_SET: ROCKCUT
 RC0657_STAMPING: A 543 1956
 RC0657_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RC0657+STABILITY: POSITION/ELEVATION WELL
 RC0657
 RC0657  HISTORY     - Date     Condition        Report By
 RC0657  HISTORY     - 1956     MONUMENTED       ORDT
 RC0657  HISTORY     - 1968     GOOD             NGS
 RC0657
 RC0657                          STATION DESCRIPTION
 RC0657
 RC0657'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RC0657'13.9 MI NE FROM THE DALLES.
 RC0657'12.6 MILES NORTHEAST ALONG INTERSTATE HIGHWAY 80 N FROM THE POST
 RC0657'OFFICE AT THE DALLES, THENCE 1.3 MILES EAST ALONG STATE HIGHWAY 206,
 RC0657'IN R15E T2N, SECTION 22, 2 1/2 POLES NORTHWEST OF RAILROAD MILEPOLE
 RC0657'98, AT A ROCKY CUT, IN THE TOP OF A LEDGE OF AN OUTCROP, 25 FEET
 RC0657'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 55 FEET SOUTHEAST OF
 RC0657'DOUBLE TELEPHONE POLES WITH FOUR GUY WIRES, 2.3 FEET EAST OF A WITNESS
 RC0657'POST, AND ABOUT 3 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1972 ***********************************************************************
 RC1972  FBN         -  This is a Federal Base Network Control Station.
 RC1972  DESIGNATION -  A 545
 RC1972  PID         -  RC1972
 RC1972  STATE/COUNTY-  OR/SHERMAN
 RC1972  USGS QUAD   -  MORO (1971)
 RC1972
 RC1972                         *CURRENT SURVEY CONTROL
 RC1972  ___________________________________________________________________
 RC1972* NAD 83(2007)-  45 28 28.25455(N)    120 44 36.56097(W)     ADJUSTED  
 RC1972* NAVD 88     -       578.177  (meters)    1896.90   (feet)  ADJUSTED  
 RC1972  ___________________________________________________________________
 RC1972  EPOCH DATE  -        2007.00
 RC1972  X           -  -2,290,430.290 (meters)                     COMP
 RC1972  Y           -  -3,850,862.995 (meters)                     COMP
 RC1972  Z           -   4,524,880.592 (meters)                     COMP
 RC1972  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 RC1972  ELLIP HEIGHT-         556.996 (meters)          (02/10/07) ADJUSTED
 RC1972  GEOID HEIGHT-         -21.18  (meters)                     GEOID03
 RC1972  DYNAMIC HT  -         578.107 (meters)    1896.67  (feet)  COMP
 RC1972
 RC1972  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 RC1972  Type    PID    Designation                      North   East  Ellip
 RC1972  -------------------------------------------------------------------
 RC1972  NETWORK RC1972 A 545                             0.39   0.31   1.04
 RC1972  -------------------------------------------------------------------
 RC1972  MODELED GRAV-     980,477.9   (mgal)                       NAVD 88
 RC1972
 RC1972  VERT ORDER  -  FIRST     CLASS II
 RC1972
 RC1972.The horizontal coordinates were established by GPS observations
 RC1972.and adjusted by the National Geodetic Survey in February 2007.
 RC1972
 RC1972.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 RC1972.See www.ngs.noaa.gov/NationalReadjustment for more information.
 RC1972.The horizontal coordinates are valid at the epoch date displayed above.
 RC1972.The epoch date for horizontal control is a decimal equivalence
 RC1972.of Year/Month/Day.
 RC1972
 RC1972.The orthometric height was determined by differential leveling
 RC1972.and adjusted in June 1991.
 RC1972
 RC1972.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RC1972
 RC1972.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC1972
 RC1972.The ellipsoidal height was determined by GPS observations
 RC1972.and is referenced to NAD 83.
 RC1972
 RC1972.The geoid height was determined by GEOID03.
 RC1972
 RC1972.The dynamic height is computed by dividing the NAVD 88
 RC1972.geopotential number by the normal gravity value computed on the
 RC1972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1972.degrees latitude (g = 980.6199 gals.).
 RC1972
 RC1972.The modeled gravity was interpolated from observed gravity values.
 RC1972
 RC1972;                    North         East     Units Scale Factor Converg.
 RC1972;SPC OR N     -   200,920.851 2,480,962.541   MT  0.99990880   -0 10 21.6
 RC1972;SPC OR N     -   659,189.14  8,139,640.88   iFT  0.99990880   -0 10 21.6
 RC1972;UTM  10      - 5,038,141.959   676,372.795   MT  0.99998247   +1 36 33.0
 RC1972
 RC1972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC1972!SPC OR N     -   0.99991268  x   0.99990880  =   0.99982149
 RC1972!UTM  10      -   0.99991268  x   0.99998247  =   0.99989515
 RC1972
 RC1972                          SUPERSEDED SURVEY CONTROL
 RC1972
 RC1972  NAD 83(1998)-  45 28 28.25351(N)    120 44 36.56062(W) AD(       ) A
 RC1972  ELLIP H (03/21/00)  557.003  (m)                       GP(       ) 3 2
 RC1972  NAD 83(1991)-  45 28 28.25196(N)    120 44 36.56095(W) AD(       ) B
 RC1972  ELLIP H (02/25/91)  557.179  (m)                       GP(       ) 4 1
 RC1972  NAVD 88 (10/13/99)  578.18   (m)         1896.9    (f) LEVELING    3  
 RC1972  NGVD 29 (02/25/91)  577.16   (m)         1893.6    (f) LEVELING    3  
 RC1972
 RC1972.Superseded values are not recommended for survey control.
 RC1972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1972.See file dsdata.txt to determine how the superseded data were derived.
 RC1972
 RC1972_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR7637338142(NAD 83)
 RC1972_MARKER: DB = BENCH MARK DISK
 RC1972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC1972_SP_SET: CONCRETE POST
 RC1972_STAMPING: A 545
 RC1972_MARK LOGO: ORDT  
 RC1972_PROJECTION: FLUSH
 RC1972_MAGNETIC: N = NO MAGNETIC MATERIAL
 RC1972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1972+STABILITY: SURFACE MOTION
 RC1972_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RC1972+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2000
 RC1972
 RC1972  HISTORY     - Date     Condition        Report By
 RC1972  HISTORY     - UNK      MONUMENTED       ORDT
 RC1972  HISTORY     - 1987     GOOD             NGS
 RC1972  HISTORY     - 19890801 GOOD             ORDT
 RC1972  HISTORY     - 19890811 GOOD             NGS
 RC1972  HISTORY     - 19901113 GOOD
 RC1972  HISTORY     - 19980528 GOOD             NGS
 RC1972  HISTORY     - 19981010 GOOD             NGS
 RC1972  HISTORY     - 20001010 GOOD             OR-065
 RC1972
 RC1972                          STATION DESCRIPTION
 RC1972
 RC1972'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 RC1972'1.6 KM (1.00 MI) SOUTH FROM MORO.
 RC1972'THE MARK IS 0.45 M BELOW THE HIGHWAY.
 RC1972'1.6 KM (1.00 MI) SOUTH ALONG US HIGHWAY 97 FROM THE FIRST INTERSTATE
 RC1972'BANK IN MORO, 11.94 M (39.2 FT) WEST OF THE CENTERLINE OF THE
 RC1972'HIGHWAY, 8.93 M (29.3 FT) NORTHWEST OF THE SOUTHEAST END OF A
 RC1972'GUARDRAIL, 6.27 M (20.6 FT) EAST OF A FENCE, 4.57 M (15.0 FT) WEST OF
 RC1972'THE GUARDRAIL.
 RC1972'THE MARK IS 0.30 METERS  S FROM  A WITNESS POST
 RC1972
 RC1972                          STATION RECOVERY (1989)
 RC1972
 RC1972'RECOVERY NOTE BY OREGON DEPARTMENT OF TRANSPORTATION 1989
 RC1972'TO REACH FROM THE FIRST INTERSTATE BANK IN
 RC1972'MORO GO SOUTH ALONG HIGHWAY 97 FOR 1.6 KM (1.0 MI) TO THE MARK ON THE
 RC1972'RIGHT.  IT IS 11.94 M (39.17 FT) WEST OF THE CENTERLINE OF THE
 RC1972'HIGHWAY, 8.93 M (29.30 FT) NORTHWEST OF THE SE END OF A GUARD RAIL,
 RC1972'6.27 M (20.57 FT) EAST OF A FENCE, 4.57 M (14.99 FT) WEST OF A GUARD
 RC1972'RAIL AND 0.3 M (1.0 FT) SOUTH OF A WITNESS POST.
 RC1972'DESCRIBED BY PHILLIP V. LEWELLYN, ORDOT.
 RC1972
 RC1972                          STATION RECOVERY (1989)
 RC1972
 RC1972'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 RC1972'THE STATION IS LOCATED ABOUT 41.8 KM (26.0 MI) SOUTHWEST OF ROOSEVELT,
 RC1972'37.0 KM (23.0 MI) EAST-SOUTHEAST OF THE DALLES, 25.8 KM (16.0 MI)
 RC1972'SOUTH OF THE WASHINGTON-OREGON STATE LINE, 1.5 KM (0.9 MI) SOUTH OF
 RC1972'MORO, ABOUT 0.2 KM (0.1 MI) WEST OF THE MORO HIGH SCHOOL AND ON
 RC1972'RIGHT-OF-WAY FOR US HIGHWAY 97.
 RC1972'TO REACH FROM  THE INTERSCTION OF FIRST STREET AND MAIN STREET, US
 RC1972'HIGHWAY 97 IN MORO, GO SOUTH ON US HIGHWAY 97 FOR 1.53 KM (0.95 MI)
 RC1972'TO THE STATION ON THE RIGHT.
 RC1972'THE MARK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH
 RC1972'WITH THE GROUND SURFACE.  IT IS 100 M (328.1 FT) WEST OF THE MORO
 RC1972'HIGH SCHOOL, 12.2 M (40.0 FT) NORTHWEST OF THE CENTER OF US HIGHWAY
 RC1972'97, 9.0 M (29.5 FT) NORTH OF THE SOUTHWEST END OF THE GUARD RAIL, 6.1
 RC1972'M (20.0 FT) SOUTHEAST OF A FENCE AND 0.6 M (2.0 FT) ABOVE THE
 RC1972'ROADWAY.
 RC1972
 RC1972                          STATION RECOVERY (1990)
 RC1972
 RC1972'RECOVERED 1990
 RC1972'RECOVERED IN GOOD CONDITION.
 RC1972
 RC1972                          STATION RECOVERY (1998)
 RC1972
 RC1972'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CLS)
 RC1972'THE STATION IS LOCATED ABOUT 37.0 KM (23.00 MI) EAST-SOUTHEAST OF THE
 RC1972'DALLES, 25.8 KM (16.05 MI) SOUTH OF THE WASHINGTON-OREGON STATE LINE,
 RC1972'1.5 KM (0.95 MI) SOUTH OF MORO, 0.3 KM (0.20 MI) SOUTHEAST OF HIGHWAY
 RC1972'MILEPOST 19, ACROSS THE HIGHWAY FROM MORO HIGH SCHOOL GYMNASIUM, AND
 RC1972'AT THE NORTHERN END OF A LOW HIGHWAY CUT FOR U.S. HIGHWAY 97.
 RC1972'OWNERSHIP--OREGON STATE DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 RC1972'STATION FROM THE INTERSECTION OF FIRST STREET AND U.S. HIGHWAY 97
 RC1972'(MAIN STREET) IN MORO, GO SOUTH ON HIGHWAY 97 FOR 1.53 KM (0.95 MI) TO
 RC1972'THE SOUTHWEST END OF A LONG GUARD RAIL AND STATION ON THE RIGHT. THE
 RC1972'STATION IS A STATE HIGHWAY DEPARTMENT BENCH MARK DISK SET IN THE TOP
 RC1972'OF A 35 CM SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT
 RC1972'IS 12.0 M (39.4 FT) NORTHWEST FROM THE CENTER OF THE HIGHWAY, 8.9 M
 RC1972'(29.2 FT) NORTH FROM THE SOUTHWEST END OF THE GUARD RAIL, 6.3 M (20.7
 RC1972'FT) SOUTHEAST FROM RIGHT-OF-WAY FENCE, 0.3 M (1.0 FT) NORTH FROM A
 RC1972'WOODEN WITNESS POST, AND ABOUT 45 CM BELOW THE ROADWAY.
 RC1972
 RC1972                          STATION RECOVERY (1998)
 RC1972
 RC1972'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 RC1972'RECOVERED AS DESCRIBED.
 RC1972
 RC1972                          STATION RECOVERY (2000)
 RC1972
 RC1972'RECOVERY NOTE BY WASCO COUNTY OREGON 2000 (DGI)
 RC1972'RECOVERED AS DESCRIBED
 RC1972' 
 RC1972'
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0634 ***********************************************************************
 NY0634  DESIGNATION -  A 546
 NY0634  PID         -  NY0634
 NY0634  STATE/COUNTY-  OR/KLAMATH
 NY0634  USGS QUAD   -  MERRILL (1986)
 NY0634
 NY0634                         *CURRENT SURVEY CONTROL
 NY0634  ___________________________________________________________________
 NY0634* NAD 83(1986)-  42 00 37.     (N)    121 36 01.     (W)     SCALED    
 NY0634* NAVD 88     -      1241.744  (meters)    4073.96   (feet)  ADJUSTED  
 NY0634  ___________________________________________________________________
 NY0634  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 NY0634  DYNAMIC HT  -        1240.982 (meters)    4071.46  (feet)  COMP
 NY0634  MODELED GRAV-     979,965.6   (mgal)                       NAVD 88
 NY0634
 NY0634  VERT ORDER  -  SECOND    CLASS 0
 NY0634
 NY0634.The horizontal coordinates were scaled from a topographic map and have
 NY0634.an estimated accuracy of +/- 6 seconds.
 NY0634
 NY0634.The orthometric height was determined by differential leveling
 NY0634.and adjusted in June 1991.
 NY0634
 NY0634.The geoid height was determined by GEOID03.
 NY0634
 NY0634.The dynamic height is computed by dividing the NAVD 88
 NY0634.geopotential number by the normal gravity value computed on the
 NY0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0634.degrees latitude (g = 980.6199 gals.).
 NY0634
 NY0634.The modeled gravity was interpolated from observed gravity values.
 NY0634
 NY0634;                    North         East    Units  Estimated Accuracy
 NY0634;SPC OR S     -    38,770.    1,408,850.      MT  (+/- 180 meters Scaled)
 NY0634
 NY0634                          SUPERSEDED SURVEY CONTROL
 NY0634
 NY0634  NGVD 29 (??/??/92) 1240.66   (m)         4070.4    (f) COMPUTED    2 0
 NY0634
 NY0634.Superseded values are not recommended for survey control.
 NY0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0634.See file dsdata.txt to determine how the superseded data were derived.
 NY0634
 NY0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM159518(NAD 83)
 NY0634_MARKER: DB = BENCH MARK DISK
 NY0634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0634_SP_SET: CONCRETE POST
 NY0634_STAMPING: A 546 1954
 NY0634_MARK LOGO: CGS   
 NY0634_PROJECTION: PROJECTING 15 CENTIMETERS
 NY0634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0634+STABILITY: SURFACE MOTION
 NY0634
 NY0634  HISTORY     - Date     Condition        Report By
 NY0634  HISTORY     - 1954     MONUMENTED       CGS
 NY0634
 NY0634                          STATION DESCRIPTION
 NY0634
 NY0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NY0634'1.9 KM (1.20 MI) SOUTH FROM MERRILL.
 NY0634'0.2 MI EAST ALONG STATE HIGHWAY 39 FROM MERRILL HIGH SCHOOL, THENCE
 NY0634'1.0 MI SOUTH ALONG SOUTH MAIN STREET, AT AN INTERSECTION OF A PAVED
 NY0634'ROAD LEADING WEST AND A GRAVEL ROAD LEADING EAST, 44.5 FT SOUTHEAST
 NY0634'OF THE CENTERLINE OF THE INTERSECTION OF THE GRAVEL ROAD LEADING
 NY0634'EAST, 34.5 FT EAST OF THE CENTERLINE OF THE PAVED ROAD, 15 FT
 NY0634'SOUTHEAST OF GUY POLE E 145, 4 FT NORTHEAST OF FENCE CORNER POST, 1.9
 NY0634'FT NORTH OF A FENCE.
 NY0634'THE MARK IS 2.7 FT  W FROM  A WITNESS POST
 NY0634'THE MARK IS 1 FT ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0145 ***********************************************************************
 NZ0145  DESIGNATION -  A 548
 NZ0145  PID         -  NZ0145
 NZ0145  STATE/COUNTY-  OR/JACKSON
 NZ0145  USGS QUAD   -  MT ASHLAND (1983)
 NZ0145
 NZ0145                         *CURRENT SURVEY CONTROL
 NZ0145  ___________________________________________________________________
 NZ0145* NAD 83(1986)-  42 01 50.     (N)    122 38 10.     (W)     SCALED    
 NZ0145* NAVD 88     -       955.200  (meters)    3133.85   (feet)  POSTED    
 NZ0145  ___________________________________________________________________
 NZ0145  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 NZ0145  DYNAMIC HT  -         954.680 (meters)    3132.15  (feet)  COMP
 NZ0145  MODELED GRAV-     980,043.1   (mgal)                       NAVD 88
 NZ0145
 NZ0145  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 NZ0145
 NZ0145.The horizontal coordinates were scaled from a topographic map and have
 NZ0145.an estimated accuracy of +/- 6 seconds.
 NZ0145
 NZ0145.The orthometric height was determined by differential leveling
 NZ0145.and adjusted by the  in 1992.
 NZ0145.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 NZ0145.rate of 1.1 thru 2.0 mm/km.
 NZ0145
 NZ0145.The geoid height was determined by GEOID03.
 NZ0145
 NZ0145.The dynamic height is computed by dividing the NAVD 88
 NZ0145.geopotential number by the normal gravity value computed on the
 NZ0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0145.degrees latitude (g = 980.6199 gals.).
 NZ0145
 NZ0145.The modeled gravity was interpolated from observed gravity values.
 NZ0145
 NZ0145;                    North         East    Units  Estimated Accuracy
 NZ0145;SPC OR S     -    42,680.    1,323,110.      MT  (+/- 180 meters Scaled)
 NZ0145
 NZ0145                          SUPERSEDED SURVEY CONTROL
 NZ0145
 NZ0145  NGVD 29 (??/??/92)  954.115  (m)         3130.29   (f) ADJ UNCH    1 2
 NZ0145
 NZ0145.Superseded values are not recommended for survey control.
 NZ0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0145.See file dsdata.txt to determine how the superseded data were derived.
 NZ0145
 NZ0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM301532(NAD 83)
 NZ0145_MARKER: DB = BENCH MARK DISK
 NZ0145_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NZ0145_SP_SET: CULVERT
 NZ0145_STAMPING: A 548 1954
 NZ0145_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0145
 NZ0145  HISTORY     - Date     Condition        Report By
 NZ0145  HISTORY     - 1954     MONUMENTED       CGS
 NZ0145
 NZ0145                          STATION DESCRIPTION
 NZ0145
 NZ0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NZ0145'3.4 MI N FROM HILT, CA.
 NZ0145'3.4 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 NZ0145'STATION AT HILT, CALIFORNIA, 1.7 MILES SOUTHEAST OF GREGORY, 0.3 MILE
 NZ0145'NORTHEAST OF MILEPOLE 405, AT AN 18-INCH CAST IRON PIPE CULVERT, IN
 NZ0145'THE TOP OF THE NORTHEAST END OF THE NORTHWEST CONCRETE HEAD WALL, 9.4
 NZ0145'FEET NORTHWEST OF THE NORTHWEST RAIL, AND ABOUT 1 1/2 FEET LOWER THAN
 NZ0145'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0198 ***********************************************************************
 NZ0198  DESIGNATION -  A 549
 NZ0198  PID         -  NZ0198
 NZ0198  STATE/COUNTY-  OR/JACKSON
 NZ0198  USGS QUAD   -  MEDFORD EAST (1983)
 NZ0198
 NZ0198                         *CURRENT SURVEY CONTROL
 NZ0198  ___________________________________________________________________
 NZ0198* NAD 83(1986)-  42 15 38.     (N)    122 48 38.     (W)     SCALED    
 NZ0198* NAVD 88     -       474.900  (meters)    1558.07   (feet)  ADJUSTED  
 NZ0198  ___________________________________________________________________
 NZ0198  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 NZ0198  DYNAMIC HT  -         474.701 (meters)    1557.41  (feet)  COMP
 NZ0198  MODELED GRAV-     980,188.4   (mgal)                       NAVD 88
 NZ0198
 NZ0198  VERT ORDER  -  FIRST     CLASS II
 NZ0198
 NZ0198.The horizontal coordinates were scaled from a topographic map and have
 NZ0198.an estimated accuracy of +/- 6 seconds.
 NZ0198
 NZ0198.The orthometric height was determined by differential leveling
 NZ0198.and adjusted in June 1991.
 NZ0198
 NZ0198.The geoid height was determined by GEOID03.
 NZ0198
 NZ0198.The dynamic height is computed by dividing the NAVD 88
 NZ0198.geopotential number by the normal gravity value computed on the
 NZ0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0198.degrees latitude (g = 980.6199 gals.).
 NZ0198
 NZ0198.The modeled gravity was interpolated from observed gravity values.
 NZ0198
 NZ0198;                    North         East    Units  Estimated Accuracy
 NZ0198;SPC OR S     -    68,600.    1,309,370.      MT  (+/- 180 meters Scaled)
 NZ0198
 NZ0198                          SUPERSEDED SURVEY CONTROL
 NZ0198
 NZ0198  NGVD 29 (??/??/92)  473.863  (m)         1554.67   (f) ADJ UNCH    1 2
 NZ0198
 NZ0198.Superseded values are not recommended for survey control.
 NZ0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0198.See file dsdata.txt to determine how the superseded data were derived.
 NZ0198
 NZ0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM156787(NAD 83)
 NZ0198_MARKER: DB = BENCH MARK DISK
 NZ0198_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NZ0198_SP_SET: HEADWALL
 NZ0198_STAMPING: A 549 1954
 NZ0198_MARK LOGO: CGS   
 NZ0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0198+STABILITY: SURFACE MOTION
 NZ0198
 NZ0198  HISTORY     - Date     Condition        Report By
 NZ0198  HISTORY     - 1954     MONUMENTED       CGS
 NZ0198  HISTORY     - 1987     GOOD             NGS
 NZ0198
 NZ0198                          STATION DESCRIPTION
 NZ0198
 NZ0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NZ0198'0.9 MI SE FROM PHOENIX.
 NZ0198'0.9 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 NZ0198'THE CROSSING OF FIRST STREET (CROSSING 436.9) AT PHEONIX, 1.6 MILES
 NZ0198'NORTHWEST OF TALENT, ABOUT 0.15 MILE NORTHWEST OF MILEPOLE 436, 0.15
 NZ0198'MILE NORTHEAST OF AND ACROSS THE TRACK FROM A HANGAR FOR A PRIVATE
 NZ0198'LANDING STRIP, 0.1 MILE NORTHWEST OF THE CROSSING OF A GRAVELED ROAD,
 NZ0198'AT A 36-INCH CONCRETE PIPE CULVERT, IN THE TOP OF THE NORTHWEST END OF
 NZ0198'THE NORTHEAST CONCRETE HEAD WALL, 11.4 FEET NORTHEAST OF THE NORTHEAST
 NZ0198'RAIL, AND ABOUT 1 FOOT LOWER THAN THE TRACK.
 NZ0198
 NZ0198                          STATION RECOVERY (1987)
 NZ0198
 NZ0198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 NZ0198'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  1.4 KM
 NZ0198'(0.85 MI) SOUTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 NZ0198'JUNCTION OF FIRST STREET IN PHOENIX, 0.2 KM (0.10 MI) NORTHWEST OF
 NZ0198'MILEPOST 436, 0.2 KM (0.10 MI) NORTHWEST OF THE INTERSECTION OF A
 NZ0198'GRAVELED ROAD, IN TOP OF THE NORTHWEST END OF THE NORTHEAST HEADWALL
 NZ0198'OF A 36-INCH PIPE CULVERT, AND 3.5 M (11.5 FT) NORTHEAST OF THE NEAR
 NZ0198'RAIL.
 NZ0198'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0311 ***********************************************************************
 PC0311  DESIGNATION -  A 55
 PC0311  PID         -  PC0311
 PC0311  STATE/COUNTY-  OR/DOUGLAS
 PC0311  USGS QUAD   -  PUTNAM VALLEY (1987)
 PC0311
 PC0311                         *CURRENT SURVEY CONTROL
 PC0311  ___________________________________________________________________
 PC0311* NAD 83(1986)-  43 39 49.     (N)    123 23 51.     (W)     SCALED    
 PC0311* NAVD 88     -        69.964  (meters)     229.54   (feet)  ADJUSTED  
 PC0311  ___________________________________________________________________
 PC0311  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 PC0311  DYNAMIC HT  -          69.955 (meters)     229.51  (feet)  COMP
 PC0311  MODELED GRAV-     980,486.2   (mgal)                       NAVD 88
 PC0311
 PC0311  VERT ORDER  -  FIRST     CLASS II
 PC0311
 PC0311.The horizontal coordinates were scaled from a topographic map and have
 PC0311.an estimated accuracy of +/- 6 seconds.
 PC0311
 PC0311.The orthometric height was determined by differential leveling
 PC0311.and adjusted in June 1991.
 PC0311
 PC0311.The geoid height was determined by GEOID03.
 PC0311
 PC0311.The dynamic height is computed by dividing the NAVD 88
 PC0311.geopotential number by the normal gravity value computed on the
 PC0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0311.degrees latitude (g = 980.6199 gals.).
 PC0311
 PC0311.The modeled gravity was interpolated from observed gravity values.
 PC0311
 PC0311;                    North         East    Units  Estimated Accuracy
 PC0311;SPC OR S     -   225,870.    1,266,360.      MT  (+/- 180 meters Scaled)
 PC0311
 PC0311                          SUPERSEDED SURVEY CONTROL
 PC0311
 PC0311  NGVD 29 (??/??/92)   68.866  (m)          225.94   (f) ADJ UNCH    1 2
 PC0311
 PC0311.Superseded values are not recommended for survey control.
 PC0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0311.See file dsdata.txt to determine how the superseded data were derived.
 PC0311
 PC0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP679345(NAD 83)
 PC0311_MARKER: DD = SURVEY DISK
 PC0311_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PC0311_SP_SET: CURB
 PC0311_STAMPING: A 55 1930
 PC0311_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PC0311
 PC0311  HISTORY     - Date     Condition        Report By
 PC0311  HISTORY     - 1930     MONUMENTED       ORDT
 PC0311  HISTORY     - 1961     GOOD             NGS
 PC0311
 PC0311                          STATION DESCRIPTION
 PC0311
 PC0311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 PC0311'4.3 MI W FROM DRAIN.
 PC0311'REACHED FROM THE POST OFFICE AT DRAIN GO WEST ON STATE HIGHWAY 38 FOR
 PC0311'4.3 MILES TO THE BRIDGE OVER JACK CREEK, LOCATED IN TOP OF THE
 PC0311'CONCRETE CURB AT THE SOUTHEAST CORNER OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0513 ***********************************************************************
 NZ0513  DESIGNATION -  A 550
 NZ0513  PID         -  NZ0513
 NZ0513  STATE/COUNTY-  OR/JACKSON
 NZ0513  USGS QUAD   -  ROGUE RIVER (1983)
 NZ0513
 NZ0513                         *CURRENT SURVEY CONTROL
 NZ0513  ___________________________________________________________________
 NZ0513* NAD 83(1986)-  42 24 46.     (N)    123 09 04.     (W)     SCALED    
 NZ0513* NAVD 88     -       308.773  (meters)    1013.03   (feet)  ADJUSTED  
 NZ0513  ___________________________________________________________________
 NZ0513  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 NZ0513  DYNAMIC HT  -         308.667 (meters)    1012.68  (feet)  COMP
 NZ0513  MODELED GRAV-     980,270.1   (mgal)                       NAVD 88
 NZ0513
 NZ0513  VERT ORDER  -  FIRST     CLASS II
 NZ0513
 NZ0513.The horizontal coordinates were scaled from a topographic map and have
 NZ0513.an estimated accuracy of +/- 6 seconds.
 NZ0513
 NZ0513.The orthometric height was determined by differential leveling
 NZ0513.and adjusted in June 1991.
 NZ0513
 NZ0513.The geoid height was determined by GEOID03.
 NZ0513
 NZ0513.The dynamic height is computed by dividing the NAVD 88
 NZ0513.geopotential number by the normal gravity value computed on the
 NZ0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0513.degrees latitude (g = 980.6199 gals.).
 NZ0513
 NZ0513.The modeled gravity was interpolated from observed gravity values.
 NZ0513
 NZ0513;                    North         East    Units  Estimated Accuracy
 NZ0513;SPC OR S     -    86,340.    1,281,820.      MT  (+/- 180 meters Scaled)
 NZ0513
 NZ0513                          SUPERSEDED SURVEY CONTROL
 NZ0513
 NZ0513  NGVD 29 (??/??/92)  307.777  (m)         1009.76   (f) ADJ UNCH    1 2
 NZ0513
 NZ0513.Superseded values are not recommended for survey control.
 NZ0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0513.See file dsdata.txt to determine how the superseded data were derived.
 NZ0513
 NZ0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM875956(NAD 83)
 NZ0513_MARKER: DB = BENCH MARK DISK
 NZ0513_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NZ0513_SP_SET: HEADWALL
 NZ0513_STAMPING: A 550 1954
 NZ0513_MARK LOGO: CGS   
 NZ0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0513+STABILITY: SURFACE MOTION
 NZ0513
 NZ0513  HISTORY     - Date     Condition        Report By
 NZ0513  HISTORY     - 1954     MONUMENTED       CGS
 NZ0513  HISTORY     - 1987     GOOD             NGS
 NZ0513
 NZ0513                          STATION DESCRIPTION
 NZ0513
 NZ0513'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NZ0513'1.7 MI SE FROM ROGUE RIVER.
 NZ0513'1.7 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM A
 NZ0513'SMALL MAIL BUILDING (FORMER STATION) AT ROGUE RIVER, AT 24-INCH
 NZ0513'CORRUGATED METAL PIPE CULVERT 463.30, IN THE TOP OF THE WEST END OF
 NZ0513'THE NORTH CONCRETE HEAD WALL, 5 TELEGRAPH POLES EAST OF A RAILROAD
 NZ0513'ROGUE RIVER 1 MILE SIGN, 8.1 FEET NORTH OF THE NORTH RAIL, AND ABOUT 2
 NZ0513'FEET LOWER THAN THE TRACK.
 NZ0513
 NZ0513                          STATION RECOVERY (1987)
 NZ0513
 NZ0513'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 NZ0513'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  2.65 KM
 NZ0513'(1.65 MI) SOUTHEASTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 NZ0513'JUNCTION OF DEPOT STREET IN ROGUE RIVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0383 ***********************************************************************
 NZ0383  DESIGNATION -  A 551
 NZ0383  PID         -  NZ0383
 NZ0383  STATE/COUNTY-  OR/JOSEPHINE
 NZ0383  USGS QUAD   -  MERLIN (1986)
 NZ0383
 NZ0383                         *CURRENT SURVEY CONTROL
 NZ0383  ___________________________________________________________________
 NZ0383* NAD 83(1986)-  42 35 03.     (N)    123 25 26.     (W)     SCALED    
 NZ0383* NAVD 88     -       428.478  (meters)    1405.76   (feet)  ADJUSTED  
 NZ0383  ___________________________________________________________________
 NZ0383  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 NZ0383  DYNAMIC HT  -         428.335 (meters)    1405.30  (feet)  COMP
 NZ0383  MODELED GRAV-     980,274.0   (mgal)                       NAVD 88
 NZ0383
 NZ0383  VERT ORDER  -  FIRST     CLASS II
 NZ0383
 NZ0383.The horizontal coordinates were scaled from a topographic map and have
 NZ0383.an estimated accuracy of +/- 6 seconds.
 NZ0383
 NZ0383.The orthometric height was determined by differential leveling
 NZ0383.and adjusted in June 1991.
 NZ0383
 NZ0383.The geoid height was determined by GEOID03.
 NZ0383
 NZ0383.The dynamic height is computed by dividing the NAVD 88
 NZ0383.geopotential number by the normal gravity value computed on the
 NZ0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0383.degrees latitude (g = 980.6199 gals.).
 NZ0383
 NZ0383.The modeled gravity was interpolated from observed gravity values.
 NZ0383
 NZ0383;                    North         East    Units  Estimated Accuracy
 NZ0383;SPC OR S     -   106,110.    1,260,040.      MT  (+/- 180 meters Scaled)
 NZ0383
 NZ0383                          SUPERSEDED SURVEY CONTROL
 NZ0383
 NZ0383  NGVD 29 (??/??/92)  427.459  (m)         1402.42   (f) ADJ UNCH    1 2
 NZ0383
 NZ0383.Superseded values are not recommended for survey control.
 NZ0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0383.See file dsdata.txt to determine how the superseded data were derived.
 NZ0383
 NZ0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN652147(NAD 83)
 NZ0383_MARKER: DB = BENCH MARK DISK
 NZ0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ0383_SP_SET: CONCRETE POST
 NZ0383_STAMPING: A 551 1954
 NZ0383_MARK LOGO: CGS   
 NZ0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0383+STABILITY: SURFACE MOTION
 NZ0383
 NZ0383  HISTORY     - Date     Condition        Report By
 NZ0383  HISTORY     - 1954     MONUMENTED       CGS
 NZ0383  HISTORY     - 1980     GOOD             LOCSUR
 NZ0383  HISTORY     - 1987     GOOD             NGS
 NZ0383
 NZ0383                          STATION DESCRIPTION
 NZ0383
 NZ0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NZ0383'1.7 MI W FROM HUGO.
 NZ0383'1.7 MILES WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 NZ0383'STATION AT HUGO, ACROSS THE TRACK FROM MILEPOLE 489, 22.3 FEET
 NZ0383'SOUTHEAST OF THEE SOUTHEAST RAIL, 12 1/2 FEET NORTHWEST OF THE CENTER
 NZ0383'LINE OF A PRIVATE ROAD, 3 1/2 FEET EAST OF A TELEPHONE POLE WITH A GUY
 NZ0383'WIRE, 1.8 FEET WEST OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE
 NZ0383'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 NZ0383'THE GROUND.
 NZ0383
 NZ0383                          STATION RECOVERY (1980)
 NZ0383
 NZ0383'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 NZ0383'RECOVERED IN GOOD CONDITION.
 NZ0383
 NZ0383                          STATION RECOVERY (1987)
 NZ0383
 NZ0383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 NZ0383'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  1.8 KM
 NZ0383'(1.10 MI) NORTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 NZ0383'JUNCTION OF HUGO ROAD IN HUGO.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0775 ***********************************************************************
 NZ0775  DESIGNATION -  A 552
 NZ0775  PID         -  NZ0775
 NZ0775  STATE/COUNTY-  OR/DOUGLAS
 NZ0775  USGS QUAD   -  MOUNT REUBEN (1989)
 NZ0775
 NZ0775                         *CURRENT SURVEY CONTROL
 NZ0775  ___________________________________________________________________
 NZ0775* NAD 83(1986)-  42 44 49.     (N)    123 31 21.     (W)     SCALED    
 NZ0775* NAVD 88     -       391.234  (meters)    1283.57   (feet)  ADJUSTED  
 NZ0775  ___________________________________________________________________
 NZ0775  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 NZ0775  DYNAMIC HT  -         391.098 (meters)    1283.13  (feet)  COMP
 NZ0775  MODELED GRAV-     980,262.4   (mgal)                       NAVD 88
 NZ0775
 NZ0775  VERT ORDER  -  FIRST     CLASS II
 NZ0775
 NZ0775.The horizontal coordinates were scaled from a topographic map and have
 NZ0775.an estimated accuracy of +/- 6 seconds.
 NZ0775
 NZ0775.The orthometric height was determined by differential leveling
 NZ0775.and adjusted in June 1991.
 NZ0775
 NZ0775.The geoid height was determined by GEOID03.
 NZ0775
 NZ0775.The dynamic height is computed by dividing the NAVD 88
 NZ0775.geopotential number by the normal gravity value computed on the
 NZ0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0775.degrees latitude (g = 980.6199 gals.).
 NZ0775
 NZ0775.The modeled gravity was interpolated from observed gravity values.
 NZ0775
 NZ0775;                    North         East    Units  Estimated Accuracy
 NZ0775;SPC OR S     -   124,470.    1,252,610.      MT  (+/- 180 meters Scaled)
 NZ0775
 NZ0775                          SUPERSEDED SURVEY CONTROL
 NZ0775
 NZ0775  NGVD 29 (??/??/92)  390.189  (m)         1280.15   (f) ADJ UNCH    1 2
 NZ0775
 NZ0775.Superseded values are not recommended for survey control.
 NZ0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0775.See file dsdata.txt to determine how the superseded data were derived.
 NZ0775
 NZ0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN572328(NAD 83)
 NZ0775_MARKER: DB = BENCH MARK DISK
 NZ0775_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NZ0775_SP_SET: TUNNEL
 NZ0775_STAMPING: A 552 1954
 NZ0775_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NZ0775
 NZ0775  HISTORY     - Date     Condition        Report By
 NZ0775  HISTORY     - 1954     MONUMENTED       CGS
 NZ0775
 NZ0775                          STATION DESCRIPTION
 NZ0775
 NZ0775'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NZ0775'6.1 MI W FROM GLENDALE.
 NZ0775'6.1 MILES WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 NZ0775'STATION AT GLENDALE, 7.2 MILES SOUTHEAST OF WEST FORK, 0.6 MILE
 NZ0775'SOUTHEAST OF TUNNEL 6, AT TUNNEL 7, SET VERTICALLY IN THE EAST FACE OF
 NZ0775'THE WEST CONCRETE WALL OF THE NORTH PORTAL, 5.6 FEET WEST OF THE WEST
 NZ0775'RAIL, 1.1 FEET SOUTH OF THE NORTH END OF THE WALL, AND ABOUT LEVEL
 NZ0775'WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0514 ***********************************************************************
 NY0514  DESIGNATION -  A 553
 NY0514  PID         -  NY0514
 NY0514  STATE/COUNTY-  OR/KLAMATH
 NY0514  USGS QUAD   -  FORT KLAMATH (1985)
 NY0514
 NY0514                         *CURRENT SURVEY CONTROL
 NY0514  ___________________________________________________________________
 NY0514* NAD 83(1986)-  42 37 42.     (N)    121 56 07.     (W)     SCALED    
 NY0514* NAVD 88     -      1272.373  (meters)    4174.44   (feet)  ADJUSTED  
 NY0514  ___________________________________________________________________
 NY0514  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 NY0514  DYNAMIC HT  -        1271.599 (meters)    4171.90  (feet)  COMP
 NY0514  MODELED GRAV-     979,969.2   (mgal)                       NAVD 88
 NY0514
 NY0514  VERT ORDER  -  FIRST     CLASS II
 NY0514
 NY0514.The horizontal coordinates were scaled from a topographic map and have
 NY0514.an estimated accuracy of +/- 6 seconds.
 NY0514
 NY0514.The orthometric height was determined by differential leveling
 NY0514.and adjusted in June 1991.
 NY0514
 NY0514.The geoid height was determined by GEOID03.
 NY0514
 NY0514.The dynamic height is computed by dividing the NAVD 88
 NY0514.geopotential number by the normal gravity value computed on the
 NY0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0514.degrees latitude (g = 980.6199 gals.).
 NY0514
 NY0514.The modeled gravity was interpolated from observed gravity values.
 NY0514
 NY0514;                    North         East    Units  Estimated Accuracy
 NY0514;SPC OR S     -   107,830.    1,382,280.      MT  (+/- 180 meters Scaled)
 NY0514
 NY0514                          SUPERSEDED SURVEY CONTROL
 NY0514
 NY0514  NGVD 29 (??/??/92) 1271.189  (m)         4170.56   (f) ADJ UNCH    1 2
 NY0514
 NY0514.Superseded values are not recommended for survey control.
 NY0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0514.See file dsdata.txt to determine how the superseded data were derived.
 NY0514
 NY0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN873200(NAD 83)
 NY0514_MARKER: DB = BENCH MARK DISK
 NY0514_SETTING: 80 = SET IN A BOULDER
 NY0514_SP_SET: IN DRILL HOLE IN A BOULDER
 NY0514_STAMPING: A 553 1954
 NY0514_MARK LOGO: CGS   
 NY0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0514+STABILITY: SURFACE MOTION
 NY0514_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NY0514+SATELLITE: SATELLITE OBSERVATIONS - July 01, 1988
 NY0514
 NY0514  HISTORY     - Date     Condition        Report By
 NY0514  HISTORY     - 1954     MONUMENTED       CGS
 NY0514  HISTORY     - 19880701 GOOD             NGS
 NY0514
 NY0514                          STATION DESCRIPTION
 NY0514
 NY0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NY0514'0.6 MI N FROM KLAMATH AGENCY.
 NY0514'0.6 MILE NORTH ALONG STATE HIGHWAY 62 FROM THE AGENCY OFFICE AT
 NY0514'KLAMATH AGENCY, 0.4 MILE SOUTHEAST OF COUNCIL GROVE, AT THE Y JUNCTION
 NY0514'OF THE OLD HIGHWAY LEADING NORTH, IN THE TOP OF THE APPROXIMATE CENTER
 NY0514'OF A 5- BY 4-FOOT BOULDER PROJECTING 2 FEET ABOVE THE GROUND, 62 1/2
 NY0514'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 36 FEET SOUTH OF A
 NY0514'TELEPHONE POLE, 29 FEET SOUTHEAST OF THE CENTER LINE OF THE OLD
 NY0514'HIGHWAY, 1/2 FOOT WEST OF A POINT IN LINE WITH A ROW OF TELEPHONE
 NY0514'POLES, AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY.
 NY0514
 NY0514                          STATION RECOVERY (1988)
 NY0514
 NY0514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 NY0514'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0328 ***********************************************************************
 PC0328  DESIGNATION -  A 554
 PC0328  PID         -  PC0328
 PC0328  STATE/COUNTY-  OR/DOUGLAS
 PC0328  USGS QUAD   -  MYRTLE CREEK (1987)
 PC0328
 PC0328                         *CURRENT SURVEY CONTROL
 PC0328  ___________________________________________________________________
 PC0328* NAD 83(1986)-  43 03 24.     (N)    123 19 54.     (W)     SCALED    
 PC0328* NAVD 88     -       176.929  (meters)     580.47   (feet)  ADJUSTED  
 PC0328  ___________________________________________________________________
 PC0328  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 PC0328  DYNAMIC HT  -         176.883 (meters)     580.32  (feet)  COMP
 PC0328  MODELED GRAV-     980,357.5   (mgal)                       NAVD 88
 PC0328
 PC0328  VERT ORDER  -  FIRST     CLASS II
 PC0328
 PC0328.The horizontal coordinates were scaled from a topographic map and have
 PC0328.an estimated accuracy of +/- 6 seconds.
 PC0328
 PC0328.The orthometric height was determined by differential leveling
 PC0328.and adjusted in June 1991.
 PC0328
 PC0328.The geoid height was determined by GEOID03.
 PC0328
 PC0328.The dynamic height is computed by dividing the NAVD 88
 PC0328.geopotential number by the normal gravity value computed on the
 PC0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0328.degrees latitude (g = 980.6199 gals.).
 PC0328
 PC0328.The modeled gravity was interpolated from observed gravity values.
 PC0328
 PC0328;                    North         East    Units  Estimated Accuracy
 PC0328;SPC OR S     -   158,300.    1,269,380.      MT  (+/- 180 meters Scaled)
 PC0328
 PC0328                          SUPERSEDED SURVEY CONTROL
 PC0328
 PC0328  NGVD 29 (??/??/92)  175.883  (m)          577.04   (f) ADJ UNCH    1 2
 PC0328
 PC0328.Superseded values are not recommended for survey control.
 PC0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0328.See file dsdata.txt to determine how the superseded data were derived.
 PC0328
 PC0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN729671(NAD 83)
 PC0328_MARKER: DB = BENCH MARK DISK
 PC0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0328_SP_SET: CONCRETE POST
 PC0328_STAMPING: A 554 1954
 PC0328_MARK LOGO: CGS   
 PC0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0328+STABILITY: SURFACE MOTION
 PC0328
 PC0328  HISTORY     - Date     Condition        Report By
 PC0328  HISTORY     - 1954     MONUMENTED       CGS
 PC0328  HISTORY     - 1963     GOOD             NGS
 PC0328  HISTORY     - 1987     GOOD             NGS
 PC0328
 PC0328                          STATION DESCRIPTION
 PC0328
 PC0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 PC0328'4.0 MI NW FROM MYRTLE CREEK.
 PC0328'4.0 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 PC0328'THE STATION AT MYRTLE CREEK, 0.45 MILE SOUTHEAST OF A SMALL RAILROAD
 PC0328'BUILDING AT DOLE SIDING, AT THE CROSSING OF A PRIVATE FARM ROAD, 3 1/2
 PC0328'RAILS SOUTHEAST OF CULVERT 554.42, 26 1/2 FEET SOUTHEAST OF THE CENTER
 PC0328'LINE OF THE ROAD, 17.4 FEET NORTHEAST OF THE NORTHEAST RAIL, 9.9 FEET
 PC0328'SOUTHWEST OF A FENCE, 1 1/2 FEET NORTHWEST OF A TELEPHONE POLE, 1.6
 PC0328'FEET SOUTHEAST OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE TRACK,
 PC0328'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 PC0328'GROUND.
 PC0328
 PC0328                          STATION RECOVERY (1963)
 PC0328
 PC0328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 PC0328'RECOVERED IN GOOD CONDITION.
 PC0328
 PC0328                          STATION RECOVERY (1987)
 PC0328
 PC0328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PC0328'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  5.6 KM
 PC0328'(3.50 MI) NORTHWESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM ITS
 PC0328'JUNCTION WITH STATE HIGHWAY 99 IN MYRTLE CREEK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0017 ***********************************************************************
 NZ0017  DESIGNATION -  A 555
 NZ0017  PID         -  NZ0017
 NZ0017  STATE/COUNTY-  OR/KLAMATH
 NZ0017  USGS QUAD   -  MARES EGG SPRING (1985)
 NZ0017
 NZ0017                         *CURRENT SURVEY CONTROL
 NZ0017  ___________________________________________________________________
 NZ0017* NAD 83(1986)-  42 41 34.     (N)    122 02 41.     (W)     SCALED    
 NZ0017* NAVD 88     -      1273.621  (meters)    4178.54   (feet)  ADJUSTED  
 NZ0017  ___________________________________________________________________
 NZ0017  GEOID HEIGHT-         -22.34  (meters)                     GEOID03
 NZ0017  DYNAMIC HT  -        1272.895 (meters)    4176.16  (feet)  COMP
 NZ0017  MODELED GRAV-     980,006.7   (mgal)                       NAVD 88
 NZ0017
 NZ0017  VERT ORDER  -  FIRST     CLASS II
 NZ0017
 NZ0017.The horizontal coordinates were scaled from a topographic map and have
 NZ0017.an estimated accuracy of +/- 6 seconds.
 NZ0017
 NZ0017.The orthometric height was determined by differential leveling
 NZ0017.and adjusted in June 1991.
 NZ0017
 NZ0017.The geoid height was determined by GEOID03.
 NZ0017
 NZ0017.The dynamic height is computed by dividing the NAVD 88
 NZ0017.geopotential number by the normal gravity value computed on the
 NZ0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0017.degrees latitude (g = 980.6199 gals.).
 NZ0017
 NZ0017.The modeled gravity was interpolated from observed gravity values.
 NZ0017
 NZ0017;                    North         East    Units  Estimated Accuracy
 NZ0017;SPC OR S     -   115,150.    1,373,430.      MT  (+/- 180 meters Scaled)
 NZ0017
 NZ0017                          SUPERSEDED SURVEY CONTROL
 NZ0017
 NZ0017  NGVD 29 (??/??/92) 1272.485  (m)         4174.81   (f) ADJ UNCH    1 2
 NZ0017
 NZ0017.Superseded values are not recommended for survey control.
 NZ0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0017.See file dsdata.txt to determine how the superseded data were derived.
 NZ0017
 NZ0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN782271(NAD 83)
 NZ0017_MARKER: DB = BENCH MARK DISK
 NZ0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ0017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NZ0017_STAMPING: A 555 1954
 NZ0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0017+STABILITY: SURFACE MOTION
 NZ0017
 NZ0017  HISTORY     - Date     Condition        Report By
 NZ0017  HISTORY     - 1954     MONUMENTED       CGS
 NZ0017
 NZ0017                          STATION DESCRIPTION
 NZ0017
 NZ0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NZ0017'3.4 MI SW FROM FORT KLAMATH.
 NZ0017'0.2 MILE NORTH ALONG STATE HIGHWAY 62 FROM THE POST OFFICE AT FORT
 NZ0017'KLAMATH, KLAMATH COUNTY, THENCE 2.4 MILES WEST ALONG A PAVED ROAD, AND
 NZ0017'THENCE 0.8 MILE SOUTH ALONG THE PELICAN BAY ROAD.  AT THE T-JUNCTION
 NZ0017'OF A TRACK ROAD LEADING EAST THROUGH A WOODS, 32 FEET EAST OF THE
 NZ0017'CENTERLINE OF THE MAIN ROAD, 15 FEET SOUTH OF THE CENTERLINE OF THE
 NZ0017'TRACK ROAD, 15.5 FEET SOUTHWEST OF THE SOUTH POST OF A WOODEN GATE
 NZ0017'ACROSS THE TRACK ROAD, 11.2 FEET EAST OF THE SOUTH END OF A 24-INCH
 NZ0017'CORRUGATED-METAL PIPE CULVERT UNDER THE TRACK ROAD, 2.5 FEET SOUTHEAST
 NZ0017'OF A FENCE CORNER, 1.9 FEET WEST OF A WHITE WOODEN WITNESS POST, AND
 NZ0017'LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED A 555 1954 AND SET IN
 NZ0017'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0559 ***********************************************************************
 NZ0559  DESIGNATION -  A 57
 NZ0559  PID         -  NZ0559
 NZ0559  STATE/COUNTY-  OR/JOSEPHINE
 NZ0559  USGS QUAD   -  SELMA (1996)
 NZ0559
 NZ0559                         *CURRENT SURVEY CONTROL
 NZ0559  ___________________________________________________________________
 NZ0559* NAD 83(1986)-  42 16 19.     (N)    123 37 23.     (W)     SCALED    
 NZ0559* NAVD 88     -       399.702  (meters)    1311.36   (feet)  ADJUSTED  
 NZ0559  ___________________________________________________________________
 NZ0559  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 NZ0559  DYNAMIC HT  -         399.549 (meters)    1310.85  (feet)  COMP
 NZ0559  MODELED GRAV-     980,226.9   (mgal)                       NAVD 88
 NZ0559
 NZ0559  VERT ORDER  -  FIRST     CLASS II
 NZ0559
 NZ0559.The horizontal coordinates were scaled from a topographic map and have
 NZ0559.an estimated accuracy of +/- 6 seconds.
 NZ0559
 NZ0559.The orthometric height was determined by differential leveling
 NZ0559.and adjusted in June 1991.
 NZ0559
 NZ0559.The geoid height was determined by GEOID03.
 NZ0559
 NZ0559.The dynamic height is computed by dividing the NAVD 88
 NZ0559.geopotential number by the normal gravity value computed on the
 NZ0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0559.degrees latitude (g = 980.6199 gals.).
 NZ0559
 NZ0559.The modeled gravity was interpolated from observed gravity values.
 NZ0559
 NZ0559;                    North         East    Units  Estimated Accuracy
 NZ0559;SPC OR S     -    72,040.    1,242,410.      MT  (+/- 180 meters Scaled)
 NZ0559
 NZ0559                          SUPERSEDED SURVEY CONTROL
 NZ0559
 NZ0559  NGVD 29 (??/??/92)  398.724  (m)         1308.15   (f) ADJ UNCH    1 2
 NZ0559
 NZ0559.Superseded values are not recommended for survey control.
 NZ0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0559.See file dsdata.txt to determine how the superseded data were derived.
 NZ0559
 NZ0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM486801(NAD 83)
 NZ0559_MARKER: DD = SURVEY DISK
 NZ0559_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NZ0559_SP_SET: CURB
 NZ0559_STAMPING: 1307.396 A 57 1930
 NZ0559_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0559
 NZ0559  HISTORY     - Date     Condition        Report By
 NZ0559  HISTORY     - 1930     MONUMENTED       ORDT
 NZ0559  HISTORY     - 1961     GOOD             NGS
 NZ0559
 NZ0559                          STATION DESCRIPTION
 NZ0559
 NZ0559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 NZ0559'0.6 MI S FROM SELMA.
 NZ0559'REACHED FROM THE POST OFFICE AT SELMA GO SOUTH ON U.S. HIGHWAY 199 FOR
 NZ0559'0.6 MILE TO A CONCRETE BRIDGE, LOCATED ABOUT 4 FEET SOUTHEAST OF THE
 NZ0559'NORTHEAST CORNER OF THE BRIDGE, AND IN THE TOP OF THE CURB.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0497 ***********************************************************************
 OA0497  DESIGNATION -  A 58
 OA0497  PID         -  OA0497
 OA0497  STATE/COUNTY-  OR/COOS
 OA0497  USGS QUAD   -  NORTH BEND (1971)
 OA0497
 OA0497                         *CURRENT SURVEY CONTROL
 OA0497  ___________________________________________________________________
 OA0497* NAD 83(1986)-  43 23 42.     (N)    124 13 08.     (W)     SCALED    
 OA0497* NAVD 88     -         3.902  (meters)      12.80   (feet)  ADJUSTED  
 OA0497  ___________________________________________________________________
 OA0497  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 OA0497  DYNAMIC HT  -           3.902 (meters)      12.80  (feet)  COMP
 OA0497  MODELED GRAV-     980,482.9   (mgal)                       NAVD 88
 OA0497
 OA0497  VERT ORDER  -  FIRST     CLASS II
 OA0497
 OA0497.The horizontal coordinates were scaled from a topographic map and have
 OA0497.an estimated accuracy of +/- 6 seconds.
 OA0497
 OA0497.The orthometric height was determined by differential leveling
 OA0497.and adjusted in June 1991.
 OA0497
 OA0497.The geoid height was determined by GEOID03.
 OA0497
 OA0497.The dynamic height is computed by dividing the NAVD 88
 OA0497.geopotential number by the normal gravity value computed on the
 OA0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0497.degrees latitude (g = 980.6199 gals.).
 OA0497
 OA0497.The modeled gravity was interpolated from observed gravity values.
 OA0497
 OA0497;                    North         East    Units  Estimated Accuracy
 OA0497;SPC OR S     -   198,680.    1,198,840.      MT  (+/- 180 meters Scaled)
 OA0497
 OA0497                          SUPERSEDED SURVEY CONTROL
 OA0497
 OA0497  NGVD 29 (??/??/92)    2.798  (m)            9.18   (f) ADJ UNCH    1 2
 OA0497
 OA0497.Superseded values are not recommended for survey control.
 OA0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0497.See file dsdata.txt to determine how the superseded data were derived.
 OA0497
 OA0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP012054(NAD 83)
 OA0497_MARKER: DB = BENCH MARK DISK
 OA0497_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OA0497_SP_SET: DOOR SILL
 OA0497_STAMPING: A 58 1931
 OA0497_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OA0497
 OA0497  HISTORY     - Date     Condition        Report By
 OA0497  HISTORY     - 1931     MONUMENTED       CGS
 OA0497  HISTORY     - 1964     GOOD             NGS
 OA0497  HISTORY     - 1968     GOOD             NGS
 OA0497  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 OA0497  HISTORY     - 1987     MARK NOT FOUND   NGS
 OA0497  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 OA0497
 OA0497                          STATION DESCRIPTION
 OA0497
 OA0497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 OA0497'IN NORTH BEND.
 OA0497'IN THE SOUTHERN PART OF NORTH BEND, COOS COUNTY, EAST OF THE OREGON
 OA0497'COAST HIGHWAY (U.S. 101), IN THE YARD OF THE MOUNTAIN STATES POWER CO.
 OA0497'STEAM PLANT, AT THE SOUTH DOOR TO THE TURBINE ROOM, IN THE TOP OF THE
 OA0497'CONCRETE DOORSILL, AND 1.3 FEET FROM THE WEST END.  A STANDARD DISK,
 OA0497'STAMPED A 58 1931.
 OA0497
 OA0497                          STATION RECOVERY (1968)
 OA0497
 OA0497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 OA0497'RECOVERED IN GOOD CONDITION.
 OA0497
 OA0497                          STATION RECOVERY (1984)
 OA0497
 OA0497'RECOVERY NOTE BY US POWER SQUADRON 1984
 OA0497'MARK NOT FOUND.
 OA0497
 OA0497                          STATION RECOVERY (1987)
 OA0497
 OA0497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 OA0497'MARK NOT FOUND.
 OA0497
 OA0497                          STATION RECOVERY (1988)
 OA0497
 OA0497'RECOVERY NOTE BY US POWER SQUADRON 1988 (AS)
 OA0497'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0149 ***********************************************************************
 NW0149  DESIGNATION -  A 588
 NW0149  PID         -  NW0149
 NW0149  STATE/COUNTY-  OR/MALHEUR
 NW0149  USGS QUAD   -  BREWSTER RESERVOIR (1980)
 NW0149
 NW0149                         *CURRENT SURVEY CONTROL
 NW0149  ___________________________________________________________________
 NW0149* NAD 83(1986)-  42 36 06.     (N)    117 07 21.     (W)     SCALED    
 NW0149* NAVD 88     -      1483.280  (meters)    4866.39   (feet)  ADJUSTED  
 NW0149  ___________________________________________________________________
 NW0149  GEOID HEIGHT-         -17.31  (meters)                     GEOID03
 NW0149  DYNAMIC HT  -        1482.378 (meters)    4863.44  (feet)  COMP
 NW0149  MODELED GRAV-     979,960.2   (mgal)                       NAVD 88
 NW0149
 NW0149  VERT ORDER  -  SECOND    CLASS 0
 NW0149
 NW0149.The horizontal coordinates were scaled from a topographic map and have
 NW0149.an estimated accuracy of +/- 6 seconds.
 NW0149
 NW0149.The orthometric height was determined by differential leveling
 NW0149.and adjusted in June 1991.
 NW0149
 NW0149.The geoid height was determined by GEOID03.
 NW0149
 NW0149.The dynamic height is computed by dividing the NAVD 88
 NW0149.geopotential number by the normal gravity value computed on the
 NW0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0149.degrees latitude (g = 980.6199 gals.).
 NW0149
 NW0149.The modeled gravity was interpolated from observed gravity values.
 NW0149
 NW0149;                    North         East    Units  Estimated Accuracy
 NW0149;SPC OR S     -   109,450.    1,777,090.      MT  (+/- 180 meters Scaled)
 NW0149
 NW0149                          SUPERSEDED SURVEY CONTROL
 NW0149
 NW0149  NGVD 29 (??/??/92) 1482.170  (m)         4862.75   (f) ADJ UNCH    2 0
 NW0149
 NW0149.Superseded values are not recommended for survey control.
 NW0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0149.See file dsdata.txt to determine how the superseded data were derived.
 NW0149
 NW0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH899165(NAD 83)
 NW0149_MARKER: DB = BENCH MARK DISK
 NW0149_SETTING: 66 = SET IN ROCK OUTCROP
 NW0149_SP_SET: OUTCROP
 NW0149_STAMPING: A 588 1963
 NW0149_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0149+STABILITY: POSITION/ELEVATION WELL
 NW0149
 NW0149  HISTORY     - Date     Condition        Report By
 NW0149  HISTORY     - 1963     MONUMENTED       CGS
 NW0149
 NW0149                          STATION DESCRIPTION
 NW0149
 NW0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 NW0149'31.35 MI S FROM JORDAN VALLEY.
 NW0149'22.6 MILES SOUTH ALONG A GRAVELED ROAD FROM THE JORDAN VALLEY HOTEL AT
 NW0149'JORDAN VALLEY, THENCE 8.75 MILES SOUTHWEST ALONG A DIRT ROAD, 60 FEET
 NW0149'WEST OF THE CENTER LINE OF THE ROAD, 91 FEET NORTHEAST OF A 3 FORKED
 NW0149'CEDAR TREE, IN THE TOP OF A 4 BY 6-FOOT OUTCROP PROJECTING 0.2 FOOT
 NW0149'ABOVE THE GROUND, 38 FEET EAST OF A WITNESS POST, AND ABOUT LEVEL WITH
 NW0149'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0192 ***********************************************************************
 NW0192  DESIGNATION -  A 589
 NW0192  PID         -  NW0192
 NW0192  STATE/COUNTY-  OR/MALHEUR
 NW0192  USGS QUAD   -  DEACON CROSSING (1982)
 NW0192
 NW0192                         *CURRENT SURVEY CONTROL
 NW0192  ___________________________________________________________________
 NW0192* NAD 83(1986)-  42 25 21.     (N)    117 04 27.     (W)     SCALED    
 NW0192* NAVD 88     -      1526.403  (meters)    5007.87   (feet)  ADJUSTED  
 NW0192  ___________________________________________________________________
 NW0192  GEOID HEIGHT-         -17.43  (meters)                     GEOID03
 NW0192  DYNAMIC HT  -        1525.427 (meters)    5004.67  (feet)  COMP
 NW0192  MODELED GRAV-     979,928.2   (mgal)                       NAVD 88
 NW0192
 NW0192  VERT ORDER  -  SECOND    CLASS 0
 NW0192
 NW0192.The horizontal coordinates were scaled from a topographic map and have
 NW0192.an estimated accuracy of +/- 6 seconds.
 NW0192
 NW0192.The orthometric height was determined by differential leveling
 NW0192.and adjusted in June 1991.
 NW0192
 NW0192.The geoid height was determined by GEOID03.
 NW0192
 NW0192.The dynamic height is computed by dividing the NAVD 88
 NW0192.geopotential number by the normal gravity value computed on the
 NW0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0192.degrees latitude (g = 980.6199 gals.).
 NW0192
 NW0192.The modeled gravity was interpolated from observed gravity values.
 NW0192
 NW0192;                    North         East    Units  Estimated Accuracy
 NW0192;SPC OR S     -    89,730.    1,781,860.      MT  (+/- 180 meters Scaled)
 NW0192
 NW0192                          SUPERSEDED SURVEY CONTROL
 NW0192
 NW0192  NGVD 29 (??/??/92) 1525.279  (m)         5004.19   (f) ADJ UNCH    2 0
 NW0192
 NW0192.Superseded values are not recommended for survey control.
 NW0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0192.See file dsdata.txt to determine how the superseded data were derived.
 NW0192
 NW0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG938966(NAD 83)
 NW0192_MARKER: DB = BENCH MARK DISK
 NW0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NW0192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NW0192_STAMPING: A 589 1963
 NW0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NW0192+STABILITY: SURFACE MOTION
 NW0192
 NW0192  HISTORY     - Date     Condition        Report By
 NW0192  HISTORY     - 1963     MONUMENTED       CGS
 NW0192
 NW0192                          STATION DESCRIPTION
 NW0192
 NW0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 NW0192'3.1 MI NW FROM C RANCH.
 NW0192'3.1 MILES NORTHWEST ALONG A DIRT ROAD FROM THE C RANCH AT A DIM ROAD
 NW0192'JUNCTION OF A NORTH-SOUTH ROAD, 42 FEET NORTH OF THE CENTER LINE OF
 NW0192'THE ROAD, 58 FEET NORTHWEST OF THE CENTER OF THE JUNCTION, 41 FEET
 NW0192'WEST OF THE CENTER LINE OF THE ROAD LEADING NORTH, 2.3 FEET SOUTH OF A
 NW0192'WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF
 NW0192'A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0142 ***********************************************************************
 NZ0142  DESIGNATION -  A 59
 NZ0142  PID         -  NZ0142
 NZ0142  STATE/COUNTY-  OR/JACKSON
 NZ0142  USGS QUAD   -  SHADY COVE (1983)
 NZ0142
 NZ0142                         *CURRENT SURVEY CONTROL
 NZ0142  ___________________________________________________________________
 NZ0142* NAD 83(1986)-  42 30 50.     (N)    122 48 41.     (W)     SCALED    
 NZ0142* NAVD 88     -       417.621  (meters)    1370.14   (feet)  ADJUSTED  
 NZ0142  ___________________________________________________________________
 NZ0142  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 NZ0142  DYNAMIC HT  -         417.460 (meters)    1369.62  (feet)  COMP
 NZ0142  MODELED GRAV-     980,222.8   (mgal)                       NAVD 88
 NZ0142
 NZ0142  VERT ORDER  -  SECOND    CLASS 0
 NZ0142
 NZ0142.The horizontal coordinates were scaled from a topographic map and have
 NZ0142.an estimated accuracy of +/- 6 seconds.
 NZ0142
 NZ0142.The orthometric height was determined by differential leveling
 NZ0142.and adjusted in June 1991.
 NZ0142
 NZ0142.The geoid height was determined by GEOID03.
 NZ0142
 NZ0142.The dynamic height is computed by dividing the NAVD 88
 NZ0142.geopotential number by the normal gravity value computed on the
 NZ0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0142.degrees latitude (g = 980.6199 gals.).
 NZ0142
 NZ0142.The modeled gravity was interpolated from observed gravity values.
 NZ0142
 NZ0142;                    North         East    Units  Estimated Accuracy
 NZ0142;SPC OR S     -    96,730.    1,310,080.      MT  (+/- 180 meters Scaled)
 NZ0142
 NZ0142                          SUPERSEDED SURVEY CONTROL
 NZ0142
 NZ0142  NGVD 29 (??/??/92)  416.594  (m)         1366.78   (f) ADJ UNCH    2 0
 NZ0142
 NZ0142.Superseded values are not recommended for survey control.
 NZ0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0142.See file dsdata.txt to determine how the superseded data were derived.
 NZ0142
 NZ0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN154068(NAD 83)
 NZ0142_MARKER: DB = BENCH MARK DISK
 NZ0142_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NZ0142_SP_SET: CULVERT
 NZ0142_STAMPING: A 59 1931
 NZ0142_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0142
 NZ0142  HISTORY     - Date     Condition        Report By
 NZ0142  HISTORY     - 1931     MONUMENTED       ORDT
 NZ0142  HISTORY     - 1962     GOOD             ORDT
 NZ0142  HISTORY     - 1976     MARK NOT FOUND   USGS
 NZ0142
 NZ0142                          STATION DESCRIPTION
 NZ0142
 NZ0142'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1931
 NZ0142'14.1 MI NE FROM MEDFORD.
 NZ0142'ABOUT 14.1 MILES NORTHEAST ALONG THE CRATER LAKE HIGHWAY FROM MEDFORD,
 NZ0142'JACKSON COUNTY, ABOUT 9.6 MILES SOUTH OF TRAIL, ABOUT 200 FEET SOUTH
 NZ0142'OF THE JUNCTION OF T-ROAD LEADING EAST, AT A 4- BY 4-FOOT CONCRETE
 NZ0142'CULVERT UNDER THE HIGHWAY, AND IN THE SOUTH END OF THE EAST HEAD WALL.
 NZ0142'AN OREGON STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED A 59 1931.
 NZ0142
 NZ0142                          STATION RECOVERY (1962)
 NZ0142
 NZ0142'RECOVERY NOTE BY OREGON DEPARTMENT OF TRANSPORTATION 1962
 NZ0142'RECOVERED IN GOOD CONDITION.
 NZ0142
 NZ0142                          STATION RECOVERY (1976)
 NZ0142
 NZ0142'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 NZ0142'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1112 ***********************************************************************
 QE1112  TIDAL BM    -  This is a Tidal Bench Mark.
 QE1112  DESIGNATION -  A 590
 QE1112  PID         -  QE1112
 QE1112  STATE/COUNTY-  OR/LINCOLN
 QE1112  USGS QUAD   -  NEWPORT SOUTH (1984)
 QE1112
 QE1112                         *CURRENT SURVEY CONTROL
 QE1112  ___________________________________________________________________
 QE1112* NAD 83(1986)-  44 37 22.     (N)    124 02 42.     (W)     SCALED    
 QE1112* NAVD 88     -         4.741  (meters)      15.55   (feet)  ADJUSTED  
 QE1112  ___________________________________________________________________
 QE1112  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 QE1112  DYNAMIC HT  -           4.741 (meters)      15.55  (feet)  COMP
 QE1112  MODELED GRAV-     980,593.4   (mgal)                       NAVD 88
 QE1112
 QE1112  VERT ORDER  -  FIRST     CLASS II
 QE1112
 QE1112.The horizontal coordinates were scaled from a topographic map and have
 QE1112.an estimated accuracy of +/- 6 seconds.
 QE1112
 QE1112.The orthometric height was determined by differential leveling
 QE1112.and adjusted in June 1991.
 QE1112.WARNING-Repeat measurements at this control monument indicate possible
 QE1112.vertical movement.
 QE1112
 QE1112.This Tidal Bench Mark is designated as VM 1055
 QE1112.by the Center for Operational Oceanographic Products and Services.
 QE1112
 QE1112.The geoid height was determined by GEOID03.
 QE1112
 QE1112.The dynamic height is computed by dividing the NAVD 88
 QE1112.geopotential number by the normal gravity value computed on the
 QE1112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1112.degrees latitude (g = 980.6199 gals.).
 QE1112
 QE1112.The modeled gravity was interpolated from observed gravity values.
 QE1112
 QE1112;                    North         East    Units  Estimated Accuracy
 QE1112;SPC OR N     -   112,420.    2,218,770.      MT  (+/- 180 meters Scaled)
 QE1112
 QE1112                          SUPERSEDED SURVEY CONTROL
 QE1112
 QE1112  NGVD 29 (??/??/92)    3.801  (m)           12.47   (f) ADJ UNCH    1 2
 QE1112
 QE1112.Superseded values are not recommended for survey control.
 QE1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1112.See file dsdata.txt to determine how the superseded data were derived.
 QE1112
 QE1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ170415(NAD 83)
 QE1112_MARKER: DB = BENCH MARK DISK
 QE1112_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 QE1112+WITH SETTING: PAVEMENT
 QE1112_SP_SET: PATIO
 QE1112_STAMPING: A 590 1965
 QE1112_MARK LOGO: CGS   
 QE1112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE1112+STABILITY: SURFACE MOTION
 QE1112
 QE1112  HISTORY     - Date     Condition        Report By
 QE1112  HISTORY     - 1965     MONUMENTED       CGS
 QE1112  HISTORY     - 1985     GOOD             USPSQD
 QE1112  HISTORY     - 1988     GOOD             NGS
 QE1112  HISTORY     - 1990     GOOD             USPSQD
 QE1112
 QE1112                          STATION DESCRIPTION
 QE1112
 QE1112'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 QE1112'1.9 MI SE FROM NEWPORT.
 QE1112'ABOUT 1.2 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE CITY HALL AT
 QE1112'NEWPORT, THENCE 0.7 MILE EAST ALONG A PAVED ROAD, SET IN THE TOP OF
 QE1112'THE NORTHWEST CORNER OF THE CONCRETE PATIO IN FRONT OF THE OREGON
 QE1112'STATE MARINE SCIENCE CENTER LABORATORY, 38.3 FEET WEST OF THE CENTER
 QE1112'OF THE MAIN ENTRANCE.
 QE1112
 QE1112                          STATION RECOVERY (1985)
 QE1112
 QE1112'RECOVERY NOTE BY US POWER SQUADRON 1985
 QE1112'RECOVERED IN GOOD CONDITION.
 QE1112
 QE1112                          STATION RECOVERY (1988)
 QE1112
 QE1112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QE1112'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  1.8 KM
 QE1112'(1.10 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM ITS JUNCTION WITH U.S.
 QE1112'HIGHWAY 20 IN NEWPORT, THENCE 1.2 KM (0.75 MI) NORTHERLY ALONG A
 QE1112'PAVED ROAD, THENCE 0.1 KM (0.05 MI) EASTERLY ALONG A PAVED ROAD AND
 QE1112'THE VISTORS PARKING LOT, IN TOP OF THE NORTHWEST CORNER OF THE
 QE1112'CONCRETE PATIO OF THE MAIN ENTRANCE TO THE OREGON STATE UNIVERSITY
 QE1112'MARINE SCIENCE CENTER, 10.7 M (35.1 FT) WEST-NORTHWEST OF THE CENTER
 QE1112'OF THE ENTRANCE, AND 0.15 M (0.5 FT) SOUTH OF THE NORTH EDGE OF THE
 QE1112'PATIO.
 QE1112
 QE1112                          STATION RECOVERY (1990)
 QE1112
 QE1112'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCB)
 QE1112'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0996 ***********************************************************************
 RB0996  DESIGNATION -  A 592
 RB0996  PID         -  RB0996
 RB0996  STATE/COUNTY-  OR/MORROW
 RB0996  USGS QUAD   -  GOLGOTHA BUTTE (1993)
 RB0996
 RB0996                         *CURRENT SURVEY CONTROL
 RB0996  ___________________________________________________________________
 RB0996* NAD 83(1986)-  45 48 10.     (N)    119 59 28.     (W)     SCALED    
 RB0996* NAVD 88     -       120.762  (meters)     396.20   (feet)  ADJUSTED  
 RB0996  ___________________________________________________________________
 RB0996  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 RB0996  DYNAMIC HT  -         120.760 (meters)     396.19  (feet)  COMP
 RB0996  MODELED GRAV-     980,604.8   (mgal)                       NAVD 88
 RB0996
 RB0996  VERT ORDER  -  FIRST     CLASS I
 RB0996
 RB0996.The horizontal coordinates were scaled from a topographic map and have
 RB0996.an estimated accuracy of +/- 6 seconds.
 RB0996
 RB0996.The orthometric height was determined by differential leveling
 RB0996.and adjusted in June 1991.
 RB0996
 RB0996.The geoid height was determined by GEOID03.
 RB0996
 RB0996.The dynamic height is computed by dividing the NAVD 88
 RB0996.geopotential number by the normal gravity value computed on the
 RB0996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0996.degrees latitude (g = 980.6199 gals.).
 RB0996
 RB0996.The modeled gravity was interpolated from observed gravity values.
 RB0996
 RB0996;                    North         East    Units  Estimated Accuracy
 RB0996;SPC OR N     -   237,500.    2,539,560.      MT  (+/- 180 meters Scaled)
 RB0996
 RB0996                          SUPERSEDED SURVEY CONTROL
 RB0996
 RB0996  NGVD 29 (??/??/92)  119.754  (m)          392.89   (f) ADJ UNCH    1 1
 RB0996
 RB0996.Superseded values are not recommended for survey control.
 RB0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0996.See file dsdata.txt to determine how the superseded data were derived.
 RB0996
 RB0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKL675764(NAD 83)
 RB0996_MARKER: DD = SURVEY DISK
 RB0996_SETTING: 66 = SET IN ROCK OUTCROP
 RB0996_SP_SET: OUTCROP
 RB0996_STAMPING: A 592 1965
 RB0996_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RB0996+STABILITY: POSITION/ELEVATION WELL
 RB0996
 RB0996  HISTORY     - Date     Condition        Report By
 RB0996  HISTORY     - 1965     MONUMENTED       ORDT
 RB0996  HISTORY     - 1968     GOOD             NGS
 RB0996  HISTORY     - 1987     GOOD             USPSQD
 RB0996  HISTORY     - 1988     GOOD             USPSQD
 RB0996  HISTORY     - 1989     GOOD             USPSQD
 RB0996
 RB0996                          STATION DESCRIPTION
 RB0996
 RB0996'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RB0996'14.25 MI W FROM BOARDMAN.
 RB0996'14.25 MILES WEST ALONG INTERSTATE HIGHWAY 80 N FROM THE OVERPASS AT
 RB0996'BOARDMAN, 0.45 MILE EAST OF THE GILLIAM-MORROW COUNTY LINE, 0.5 MILE
 RB0996'WEST OF MILEPOST 149, IN THE TOP OF AN OUTCROP WHICH PROJECTS ABOUT 1
 RB0996'FOOT ABOVE THE GROUND, 87 FEET NORTH OF THE CENTER LINE OF THE WEST
 RB0996'BOUND LANES OF THE HIGHWAY, 12.6 FEET SOUTH OF A FENCE, 5.0 FEET WEST
 RB0996'OF A WITNESS POST, AND ABOUT 2 FEET LOWER THAN THE HIGHWAY.
 RB0996
 RB0996                          STATION RECOVERY (1987)
 RB0996
 RB0996'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWE)
 RB0996'RECOVERED IN GOOD CONDITION.
 RB0996
 RB0996                          STATION RECOVERY (1988)
 RB0996
 RB0996'RECOVERY NOTE BY US POWER SQUADRON 1988 (RCC)
 RB0996'RECOVERED IN GOOD CONDITION.
 RB0996
 RB0996                          STATION RECOVERY (1989)
 RB0996
 RB0996'RECOVERY NOTE BY US POWER SQUADRON 1989 (RCC)
 RB0996'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0104 ***********************************************************************
 PC0104  DESIGNATION -  A 6
 PC0104  PID         -  PC0104
 PC0104  STATE/COUNTY-  OR/DOUGLAS
 PC0104  USGS QUAD   -  HAMAKER BUTTE (1985)
 PC0104
 PC0104                         *CURRENT SURVEY CONTROL
 PC0104  ___________________________________________________________________
 PC0104* NAD 83(1986)-  43 02 06.     (N)    122 21 47.     (W)     SCALED    
 PC0104* NAVD 88     -      1170.210  (meters)    3839.26   (feet)  ADJUSTED  
 PC0104  ___________________________________________________________________
 PC0104  GEOID HEIGHT-         -22.30  (meters)                     GEOID03
 PC0104  DYNAMIC HT  -        1169.616 (meters)    3837.32  (feet)  COMP
 PC0104  MODELED GRAV-     980,073.0   (mgal)                       NAVD 88
 PC0104
 PC0104  VERT ORDER  -  SECOND    CLASS 0
 PC0104
 PC0104.The horizontal coordinates were scaled from a topographic map and have
 PC0104.an estimated accuracy of +/- 6 seconds.
 PC0104
 PC0104.The orthometric height was determined by differential leveling
 PC0104.and adjusted in June 1991.
 PC0104
 PC0104.The geoid height was determined by GEOID03.
 PC0104
 PC0104.The dynamic height is computed by dividing the NAVD 88
 PC0104.geopotential number by the normal gravity value computed on the
 PC0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0104.degrees latitude (g = 980.6199 gals.).
 PC0104
 PC0104.The modeled gravity was interpolated from observed gravity values.
 PC0104
 PC0104;                    North         East    Units  Estimated Accuracy
 PC0104;SPC OR S     -   153,690.    1,348,200.      MT  (+/- 180 meters Scaled)
 PC0104
 PC0104                          SUPERSEDED SURVEY CONTROL
 PC0104
 PC0104  NGVD 29 (??/??/92) 1168.963  (m)         3835.17   (f) ADJ UNCH    2 0
 PC0104
 PC0104.Superseded values are not recommended for survey control.
 PC0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0104.See file dsdata.txt to determine how the superseded data were derived.
 PC0104
 PC0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN518648(NAD 83)
 PC0104_MARKER: DD = SURVEY DISK
 PC0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PC0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0104+STABILITY: SURFACE MOTION
 PC0104
 PC0104  HISTORY     - Date     Condition        Report By
 PC0104  HISTORY     - UNK      MONUMENTED       BPR
 PC0104  HISTORY     - 1969     GOOD             NGS
 PC0104
 PC0104                          STATION DESCRIPTION
 PC0104
 PC0104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 PC0104'10.3 MI NE FROM UNION CREEK.
 PC0104'1.3 MILES NORTHEAST ALONG STATE HIGHWAY 62 FROM THE UNION CREEK RANGER
 PC0104'STATION TO THE JUNCTION WITH STATE HIGHWAY 230, THENCE NORTH ALONG
 PC0104'STATE HIGHWAY 230 FOR 9.0 MILES TO A SIDE ROAD LEFT TO ALKALI CREEK
 PC0104'FALLS, AND THE BENCH MARK ON THE RIGHT, 1.2 MILES SOUTH OF THE BRIDGE
 PC0104'OVER MUIR CREEK, 0.15 MILE NORTH OF MILE POST NO. 9, 210 FEET EAST OF
 PC0104'THE SOUTHEAST END OF A 4 BY 6 FOOT BOX CULVERT UNDER THE HIGHWAY, 100
 PC0104'FEET SOUTH-SOUTHEAST OF THE INTERSECTION OF STATE HIGHWAY 230 AND A
 PC0104'SIDE ROAD NORTHWEST TO ALKALI CREEK FALLS, 70 FEET SOUTH OF THE CENTER
 PC0104'OF STATE HIGHWAY 230, 1 FOOT SOUTH OF A METAL WITNESS POST AND 3 FEET
 PC0104'LOWER THAN THE HIGHWAY SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT
 PC0104'PROJECTS 1 INCH.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0420 ***********************************************************************
 NY0420  DESIGNATION -  A 6
 NY0420  PID         -  NY0420
 NY0420  STATE/COUNTY-  OR/KLAMATH
 NY0420  USGS QUAD   -  WORDEN (1986)
 NY0420
 NY0420                         *CURRENT SURVEY CONTROL
 NY0420  ___________________________________________________________________
 NY0420* NAD 83(1986)-  42 02 19.     (N)    121 52 24.     (W)     SCALED    
 NY0420* NAVD 88     -      1260.537  (meters)    4135.61   (feet)  POSTED    
 NY0420  ___________________________________________________________________
 NY0420  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 NY0420  DYNAMIC HT  -        1259.760 (meters)    4133.06  (feet)  COMP
 NY0420  MODELED GRAV-     979,960.6   (mgal)                       NAVD 88
 NY0420
 NY0420  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NY0420
 NY0420.The horizontal coordinates were scaled from a topographic map and have
 NY0420.an estimated accuracy of +/- 6 seconds.
 NY0420
 NY0420.The orthometric height was determined by differential leveling
 NY0420.and adjusted by the  in 1992.
 NY0420.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NY0420.rate of 0.0 thru 1.0 mm/km.
 NY0420
 NY0420.The geoid height was determined by GEOID03.
 NY0420
 NY0420.The dynamic height is computed by dividing the NAVD 88
 NY0420.geopotential number by the normal gravity value computed on the
 NY0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0420.degrees latitude (g = 980.6199 gals.).
 NY0420
 NY0420.The modeled gravity was interpolated from observed gravity values.
 NY0420
 NY0420;                    North         East    Units  Estimated Accuracy
 NY0420;SPC OR S     -    42,250.    1,386,280.      MT  (+/- 180 meters Scaled)
 NY0420
 NY0420                          SUPERSEDED SURVEY CONTROL
 NY0420
 NY0420.No superseded survey control is available for this station.
 NY0420
 NY0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM932546(NAD 83)
 NY0420_MARKER: B = BOLT
 NY0420_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NY0420_SP_SET: FOOTING
 NY0420_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NY0420
 NY0420  HISTORY     - Date     Condition        Report By
 NY0420  HISTORY     - UNK      MONUMENTED       SPRR
 NY0420  HISTORY     - 1934     GOOD             NGS
 NY0420  HISTORY     - 1954     MARK NOT FOUND   NGS
 NY0420
 NY0420                          STATION DESCRIPTION
 NY0420
 NY0420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NY0420'0.6 MI S FROM WORDEN.
 NY0420'0.6 MILE SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM WORDEN,
 NY0420'KLAMATH COUNTY, 153 FEET NORTHEAST OF MILEPOST 415, NEAR THE NORTHEAST
 NY0420'END OF A CUT, IN THE NORTHEAST FOOTING OF A STE 1 WATER TANK, 9.7 FEET
 NY0420'SOUTHEAST OF THE TRACK CENTERLINE.  THE TOP OF A ROUND HEADED IRON
 NY0420'BOLT.
 NY0420
 NY0420                          STATION RECOVERY (1954)
 NY0420
 NY0420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 NY0420'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0033 ***********************************************************************
 NZ0033  DESIGNATION -  A 60
 NZ0033  PID         -  NZ0033
 NZ0033  STATE/COUNTY-  OR/JACKSON
 NZ0033  USGS QUAD   -  PROSPECT NORTH (1989)
 NZ0033
 NZ0033                         *CURRENT SURVEY CONTROL
 NZ0033  ___________________________________________________________________
 NZ0033* NAD 83(1986)-  42 48 58.     (N)    122 28 50.     (W)     SCALED    
 NZ0033* NAVD 88     -       887.141  (meters)    2910.56   (feet)  ADJUSTED  
 NZ0033  ___________________________________________________________________
 NZ0033  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 NZ0033  DYNAMIC HT  -         886.721 (meters)    2909.18  (feet)  COMP
 NZ0033  MODELED GRAV-     980,117.7   (mgal)                       NAVD 88
 NZ0033
 NZ0033  VERT ORDER  -  SECOND    CLASS 0
 NZ0033
 NZ0033.The horizontal coordinates were scaled from a topographic map and have
 NZ0033.an estimated accuracy of +/- 6 seconds.
 NZ0033
 NZ0033.The orthometric height was determined by differential leveling
 NZ0033.and adjusted in June 1991.
 NZ0033
 NZ0033.The geoid height was determined by GEOID03.
 NZ0033
 NZ0033.The dynamic height is computed by dividing the NAVD 88
 NZ0033.geopotential number by the normal gravity value computed on the
 NZ0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0033.degrees latitude (g = 980.6199 gals.).
 NZ0033
 NZ0033.The modeled gravity was interpolated from observed gravity values.
 NZ0033
 NZ0033;                    North         East    Units  Estimated Accuracy
 NZ0033;SPC OR S     -   129,600.    1,338,050.      MT  (+/- 180 meters Scaled)
 NZ0033
 NZ0033                          SUPERSEDED SURVEY CONTROL
 NZ0033
 NZ0033  NGVD 29 (??/??/92)  885.976  (m)         2906.74   (f) ADJ UNCH    2 0
 NZ0033
 NZ0033.Superseded values are not recommended for survey control.
 NZ0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0033.See file dsdata.txt to determine how the superseded data were derived.
 NZ0033
 NZ0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN424405(NAD 83)
 NZ0033_MARKER: DB = BENCH MARK DISK
 NZ0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NZ0033_STAMPING: A 60 1931
 NZ0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0033+STABILITY: SURFACE MOTION
 NZ0033
 NZ0033  HISTORY     - Date     Condition        Report By
 NZ0033  HISTORY     - 1931     MONUMENTED       CGS
 NZ0033  HISTORY     - 1960     GOOD             NGS
 NZ0033
 NZ0033                          STATION DESCRIPTION
 NZ0033
 NZ0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 NZ0033'4.5 MI N FROM PROSPECT.
 NZ0033'ABOUT 4.5 MILES NORTH ALONG THE CRATER LAKE HIGHWAY FROM PROSPECT,
 NZ0033'JACKSON COUNTY, 28 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND 6
 NZ0033'FEET NORTH OF A 6-FOOT TREE.  A STANDARD DISK, STAMPED A 60 1931 AND
 NZ0033'SET IN THE TOP OF A CONCRETE POST.
 NZ0033
 NZ0033                          STATION RECOVERY (1960)
 NZ0033
 NZ0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 NZ0033'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH0919 ***********************************************************************
 OH0919  DESIGNATION -  A 602
 OH0919  PID         -  OH0919
 OH0919  STATE/COUNTY-  OR/MALHEUR
 OH0919  USGS QUAD   -  JORDAN CRATERS NORTH (1969)
 OH0919
 OH0919                         *CURRENT SURVEY CONTROL
 OH0919  ___________________________________________________________________
 OH0919* NAD 83(1986)-  43 10 02.     (N)    117 25 33.     (W)     SCALED    
 OH0919* NAVD 88     -      1404.900  (meters)    4609.24   (feet)  ADJUSTED  
 OH0919  ___________________________________________________________________
 OH0919  GEOID HEIGHT-         -17.54  (meters)                     GEOID03
 OH0919  DYNAMIC HT  -        1404.159 (meters)    4606.81  (feet)  COMP
 OH0919  MODELED GRAV-     980,043.2   (mgal)                       NAVD 88
 OH0919
 OH0919  VERT ORDER  -  SECOND    CLASS 0
 OH0919
 OH0919.The horizontal coordinates were scaled from a topographic map and have
 OH0919.an estimated accuracy of +/- 6 seconds.
 OH0919
 OH0919.The orthometric height was determined by differential leveling
 OH0919.and adjusted in June 1991.
 OH0919
 OH0919.The geoid height was determined by GEOID03.
 OH0919
 OH0919.The dynamic height is computed by dividing the NAVD 88
 OH0919.geopotential number by the normal gravity value computed on the
 OH0919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0919.degrees latitude (g = 980.6199 gals.).
 OH0919
 OH0919.The modeled gravity was interpolated from observed gravity values.
 OH0919
 OH0919;                    North         East    Units  Estimated Accuracy
 OH0919;SPC OR S     -   171,270.    1,749,910.      MT  (+/- 180 meters Scaled)
 OH0919
 OH0919                          SUPERSEDED SURVEY CONTROL
 OH0919
 OH0919  NGVD 29 (??/??/92) 1403.810  (m)         4605.67   (f) ADJ UNCH    2 0
 OH0919
 OH0919.Superseded values are not recommended for survey control.
 OH0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0919.See file dsdata.txt to determine how the superseded data were derived.
 OH0919
 OH0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH653794(NAD 83)
 OH0919_MARKER: DB = BENCH MARK DISK
 OH0919_SETTING: 80 = SET IN A BOULDER
 OH0919_SP_SET: BOULDER
 OH0919_STAMPING: A 602 1966
 OH0919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0919+STABILITY: SURFACE MOTION
 OH0919
 OH0919  HISTORY     - Date     Condition        Report By
 OH0919  HISTORY     - 1966     MONUMENTED       CGS
 OH0919
 OH0919                          STATION DESCRIPTION
 OH0919
 OH0919'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OH0919'29.95 MI NW FROM JORDAN VALLEY.
 OH0919'7.7 MILES NORTH ALONG U.S. HIGHWAY 95 FROM THE SCHOOL AT JORDAN
 OH0919'VALLEY, THENCE 22.25 MILES WEST ALONG JORDAN CRATER ROAD, ABOUT 0.1
 OH0919'MILE WEST OF A SMALL RESERVOIR AND A 36-INCH PIPE CULVERT, IN THE
 OH0919'APPROXIMATE CENTER OF A SMALL CROP OF LAVA BOULDERS, IN THE TOP OF A
 OH0919'3- BY 4-FOOT BOULDER PROJECTING ABOUT 1 FOOT, 122 FEET SOUTH OF THE
 OH0919'CENTER LINE OF THE ROAD, 2.7 FEET WEST OF A WITNESS POST, AND ABOUT 2
 OH0919'FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH0924 ***********************************************************************
 OH0924  DESIGNATION -  A 603
 OH0924  PID         -  OH0924
 OH0924  STATE/COUNTY-  OR/MALHEUR
 OH0924  USGS QUAD   -  JORDAN CRATERS NORTH (1969)
 OH0924
 OH0924                         *CURRENT SURVEY CONTROL
 OH0924  ___________________________________________________________________
 OH0924* NAD 83(1986)-  43 11 20.     (N)    117 29 33.     (W)     SCALED    
 OH0924* NAVD 88     -      1050.162  (meters)    3445.41   (feet)  ADJUSTED  
 OH0924  ___________________________________________________________________
 OH0924  GEOID HEIGHT-         -17.72  (meters)                     GEOID03
 OH0924  DYNAMIC HT  -        1049.623 (meters)    3443.64  (feet)  COMP
 OH0924  MODELED GRAV-     980,072.1   (mgal)                       NAVD 88
 OH0924
 OH0924  VERT ORDER  -  SECOND    CLASS 0
 OH0924
 OH0924.The horizontal coordinates were scaled from a topographic map and have
 OH0924.an estimated accuracy of +/- 6 seconds.
 OH0924
 OH0924.The orthometric height was determined by differential leveling
 OH0924.and adjusted in June 1991.
 OH0924
 OH0924.The geoid height was determined by GEOID03.
 OH0924
 OH0924.The dynamic height is computed by dividing the NAVD 88
 OH0924.geopotential number by the normal gravity value computed on the
 OH0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0924.degrees latitude (g = 980.6199 gals.).
 OH0924
 OH0924.The modeled gravity was interpolated from observed gravity values.
 OH0924
 OH0924;                    North         East    Units  Estimated Accuracy
 OH0924;SPC OR S     -   173,480.    1,744,400.      MT  (+/- 180 meters Scaled)
 OH0924
 OH0924                          SUPERSEDED SURVEY CONTROL
 OH0924
 OH0924  NGVD 29 (??/??/92) 1049.065  (m)         3441.81   (f) ADJ UNCH    2 0
 OH0924
 OH0924.Superseded values are not recommended for survey control.
 OH0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0924.See file dsdata.txt to determine how the superseded data were derived.
 OH0924
 OH0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH599819(NAD 83)
 OH0924_MARKER: DB = BENCH MARK DISK
 OH0924_SETTING: 80 = SET IN A BOULDER
 OH0924_SP_SET: LAVA BOULDER
 OH0924_STAMPING: A 603 1966
 OH0924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0924+STABILITY: SURFACE MOTION
 OH0924
 OH0924  HISTORY     - Date     Condition        Report By
 OH0924  HISTORY     - 1966     MONUMENTED       CGS
 OH0924
 OH0924                          STATION DESCRIPTION
 OH0924
 OH0924'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OH0924'34.45 MI NW FROM JORDAN VALLEY.
 OH0924'7.7 MILES NORTH ALONG U.S. HIGHWAY 95 FROM THE SCHOOL AT JORDAN
 OH0924'VALLEY, THENCE 23.35 MILES WEST ALONG JORDAN CRATER ROAD, THENCE 3.4
 OH0924'MILES NORTHWEST ALONG BIRCH CREEK ROAD, AT THE JUNCTION OF BIRCH
 OH0924'CREEK, IN THE TOP OF A LARGE LAVA BOULDER PROJECTING ABOUT 3 1/2 FEET,
 OH0924'28 FEET EAST OF THE CENTER LINE OF THE ROAD, 48 FEET NORTH OF THE
 OH0924'CENTER OF A SHARP HORSESHOE CURVE, 5.1 FEET EAST OF A WITNESS POST,
 OH0924'AND ABOUT 8 1/2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH0944 ***********************************************************************
 OH0944  DESIGNATION -  A 604
 OH0944  PID         -  OH0944
 OH0944  STATE/COUNTY-  OR/MALHEUR
 OH0944  USGS QUAD   -  DIAMOND BUTTE (1967)
 OH0944
 OH0944                         *CURRENT SURVEY CONTROL
 OH0944  ___________________________________________________________________
 OH0944* NAD 83(1986)-  43 21 39.     (N)    117 29 03.     (W)     SCALED    
 OH0944* NAVD 88     -       925.966  (meters)    3037.94   (feet)  ADJUSTED  
 OH0944  ___________________________________________________________________
 OH0944  GEOID HEIGHT-         -17.77  (meters)                     GEOID03
 OH0944  DYNAMIC HT  -         925.572 (meters)    3036.65  (feet)  COMP
 OH0944  MODELED GRAV-     980,162.9   (mgal)                       NAVD 88
 OH0944
 OH0944  VERT ORDER  -  SECOND    CLASS 0
 OH0944
 OH0944.The horizontal coordinates were scaled from a topographic map and have
 OH0944.an estimated accuracy of +/- 6 seconds.
 OH0944
 OH0944.The orthometric height was determined by differential leveling
 OH0944.and adjusted in June 1991.
 OH0944
 OH0944.The geoid height was determined by GEOID03.
 OH0944
 OH0944.The dynamic height is computed by dividing the NAVD 88
 OH0944.geopotential number by the normal gravity value computed on the
 OH0944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0944.degrees latitude (g = 980.6199 gals.).
 OH0944
 OH0944.The modeled gravity was interpolated from observed gravity values.
 OH0944
 OH0944;                    North         East    Units  Estimated Accuracy
 OH0944;SPC OR S     -   192,590.    1,744,390.      MT  (+/- 180 meters Scaled)
 OH0944
 OH0944                          SUPERSEDED SURVEY CONTROL
 OH0944
 OH0944  NGVD 29 (??/??/92)  924.906  (m)         3034.46   (f) ADJ UNCH    2 0
 OH0944
 OH0944.Superseded values are not recommended for survey control.
 OH0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0944.See file dsdata.txt to determine how the superseded data were derived.
 OH0944
 OH0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ607010(NAD 83)
 OH0944_MARKER: DB = BENCH MARK DISK
 OH0944_SETTING: 80 = SET IN A BOULDER
 OH0944_SP_SET: BOULDER
 OH0944_STAMPING: A 604 1966
 OH0944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0944+STABILITY: SURFACE MOTION
 OH0944
 OH0944  HISTORY     - Date     Condition        Report By
 OH0944  HISTORY     - 1966     MONUMENTED       CGS
 OH0944
 OH0944                          STATION DESCRIPTION
 OH0944
 OH0944'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OH0944'54.7 MI SE FROM HARPER.
 OH0944'37.0 MILES SOUTH ALONG CROWLEY ROAD FROM THE JUNCTION OF U.S. HIGHWAY
 OH0944'20 AT HARPER, THENCE 9.8 MILES EAST ALONG THE MUD FLAT RANCH ROAD,
 OH0944'THENCE 0.35 MILE NORTH ALONG A DIRT ROAD, THENCE 7.55 MILES EAST ALONG
 OH0944'A DIRT ROAD, 0.15 MILE SOUTHEAST OF THE CROSSING OF A DRY WASH, IN THE
 OH0944'TOP OF A LAVA BOULDER PROJECTING ABOUT 1 FOOT, 34 1/2 FEET NORTHEAST
 OH0944'OF THE CENTER LINE OF THE ROAD, 0.7 FOOT EAST OF A WITNESS POST, AND
 OH0944'ABOUT 1 1/2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AA9864 ***********************************************************************
 AA9864  DESIGNATION -  A 608
 AA9864  PID         -  AA9864
 AA9864  STATE/COUNTY-  OR/JOSEPHINE
 AA9864  USGS QUAD   -  GLENDALE (1986)
 AA9864
 AA9864                         *CURRENT SURVEY CONTROL
 AA9864  ___________________________________________________________________
 AA9864* NAD 83(1986)-  42 38 08.     (N)    123 23 10.     (W)     SCALED    
 AA9864* NAVD 88     -       363.82   (meters)    1193.6    (feet)  RESET     
 AA9864  ___________________________________________________________________
 AA9864  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 AA9864  VERT ORDER  -  THIRD
 AA9864
 AA9864.The horizontal coordinates were scaled from a topographic map and have
 AA9864.an estimated accuracy of +/- 6 seconds.
 AA9864
 AA9864.The orthometric height was computed from unverified reset data.
 AA9864
 AA9864.The geoid height was determined by GEOID03.
 AA9864
 AA9864;                    North         East    Units  Estimated Accuracy
 AA9864;SPC OR S     -   111,710.    1,263,340.      MT  (+/- 180 meters Scaled)
 AA9864
 AA9864                          SUPERSEDED SURVEY CONTROL
 AA9864
 AA9864.No superseded survey control is available for this station.
 AA9864
 AA9864_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN683204(NAD 83)
 AA9864_MARKER: DD = SURVEY DISK
 AA9864_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA9864_SP_SET: BRIDGE
 AA9864_STAMPING: A 608 1967
 AA9864_MARK LOGO: ORDT  
 AA9864_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9864_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA9864_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9864+SATELLITE: SATELLITE OBSERVATIONS - March 03, 1995
 AA9864
 AA9864  HISTORY     - Date     Condition        Report By
 AA9864  HISTORY     - 1967     MONUMENTED       ORDT
 AA9864  HISTORY     - 19950303 GOOD             NGS
 AA9864
 AA9864                          STATION DESCRIPTION
 AA9864
 AA9864'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (LLR)
 AA9864'THIS MARK IS LOCATED AT THE NORTHEAST CORNER OF A FRONTAGE ROAD BRIDGE
 AA9864'OVER GRAVE CREEK, ABOUT 0.35 MILE (0.56 KM) NORTH OF SUNNY VALLEY. IT
 AA9864'14.8 METERS (48.6 FT) WEST OF THE WEST FOG LINE OF THE SOUTH BOUND
 AA9864'LANES OF I-5, 4.55 METERS (14.93 FT) EAST OF THE CENTERLINE OF
 AA9864'FRONTAGE ROAD AND 0.2 METER (0.7 FT) SOUTH OF THE NE CORNER OF THE
 AA9864'BRIDGE. THIS MARK WAS LEVELED TO FROM AVE WHICH IS TO BE DESTROYED IN
 AA9864'1995.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0808 ***********************************************************************
 NZ0808  DESIGNATION -  A 61
 NZ0808  PID         -  NZ0808
 NZ0808  STATE/COUNTY-  OR/KLAMATH
 NZ0808  USGS QUAD   -  MAKLAKS CRATER (1985)
 NZ0808
 NZ0808                         *CURRENT SURVEY CONTROL
 NZ0808  ___________________________________________________________________
 NZ0808* NAD 83(1986)-  42 51 48.     (N)    122 01 09.     (W)     SCALED    
 NZ0808* NAVD 88     -      1727.766  (meters)    5668.51   (feet)  POSTED    
 NZ0808  ___________________________________________________________________
 NZ0808  GEOID HEIGHT-         -21.72  (meters)                     GEOID03
 NZ0808  DYNAMIC HT  -        1726.680 (meters)    5664.95  (feet)  COMP
 NZ0808  MODELED GRAV-     979,929.3   (mgal)                       NAVD 88
 NZ0808
 NZ0808  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 NZ0808
 NZ0808.The horizontal coordinates were scaled from a topographic map and have
 NZ0808.an estimated accuracy of +/- 6 seconds.
 NZ0808
 NZ0808.The orthometric height was determined by differential leveling
 NZ0808.and adjusted by the  in 1992.
 NZ0808.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 NZ0808.rate of 1.1 thru 2.0 mm/km.
 NZ0808
 NZ0808.The geoid height was determined by GEOID03.
 NZ0808
 NZ0808.The dynamic height is computed by dividing the NAVD 88
 NZ0808.geopotential number by the normal gravity value computed on the
 NZ0808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0808.degrees latitude (g = 980.6199 gals.).
 NZ0808
 NZ0808.The modeled gravity was interpolated from observed gravity values.
 NZ0808
 NZ0808;                    North         East    Units  Estimated Accuracy
 NZ0808;SPC OR S     -   134,050.    1,375,870.      MT  (+/- 180 meters Scaled)
 NZ0808
 NZ0808                          SUPERSEDED SURVEY CONTROL
 NZ0808
 NZ0808  NGVD 29 (??/??/92) 1726.38   (m)         5664.0    (f) COMPUTED    2 0
 NZ0808
 NZ0808.Superseded values are not recommended for survey control.
 NZ0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0808.See file dsdata.txt to determine how the superseded data were derived.
 NZ0808
 NZ0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN801461(NAD 83)
 NZ0808_MARKER: DB = BENCH MARK DISK
 NZ0808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ0808_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NZ0808_STAMPING: A 61 1931
 NZ0808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0808+STABILITY: SURFACE MOTION
 NZ0808
 NZ0808  HISTORY     - Date     Condition        Report By
 NZ0808  HISTORY     - 1931     MONUMENTED       CGS
 NZ0808  HISTORY     - 1939     GOOD             NGS
 NZ0808
 NZ0808                          STATION DESCRIPTION
 NZ0808
 NZ0808'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 NZ0808'1.5 MI SE FROM LOST CREEK RANGER STATION.
 NZ0808'ABOUT 1.5 MILES SOUTHEAST ALONG THE EAST ENTRANCE HIGHWAY FROM LOST
 NZ0808'CREEK RANGER STATION, KLAMATH COUNTY, ABOUT 1.7 MILES NORTHWEST OF THE
 NZ0808'EAST ENTRANCE TO CRATER LAKE NATIONAL PARK, AT THE CENTER OF A SMALL
 NZ0808'CLEARING, AND 37 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY AT
 NZ0808'SURVEY STATION 552.  A STANDARD DISK, STAMPED A 61 1931 AND SET IN THE
 NZ0808'TOP OF A CONCRETE POST.
 NZ0808
 NZ0808                          STATION RECOVERY (1939)
 NZ0808
 NZ0808'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939
 NZ0808'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1931 ***********************************************************************
 RC1931  DESIGNATION -  A 618
 RC1931  PID         -  RC1931
 RC1931  STATE/COUNTY-  OR/HOOD RIVER
 RC1931  USGS QUAD   -  MT DEFIANCE (1994)
 RC1931
 RC1931                         *CURRENT SURVEY CONTROL
 RC1931  ___________________________________________________________________
 RC1931* NAD 83(1986)-  45 41 49.     (N)    121 40 08.     (W)     SCALED    
 RC1931* NAVD 88     -        37.897  (meters)     124.33   (feet)  ADJUSTED  
 RC1931  ___________________________________________________________________
 RC1931  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 RC1931  DYNAMIC HT  -          37.896 (meters)     124.33  (feet)  COMP
 RC1931  MODELED GRAV-     980,588.2   (mgal)                       NAVD 88
 RC1931
 RC1931  VERT ORDER  -  FIRST     CLASS II
 RC1931
 RC1931.The horizontal coordinates were scaled from a topographic map and have
 RC1931.an estimated accuracy of +/- 6 seconds.
 RC1931
 RC1931.The orthometric height was determined by differential leveling
 RC1931.and adjusted in June 1991.
 RC1931
 RC1931.The geoid height was determined by GEOID03.
 RC1931
 RC1931.The dynamic height is computed by dividing the NAVD 88
 RC1931.geopotential number by the normal gravity value computed on the
 RC1931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1931.degrees latitude (g = 980.6199 gals.).
 RC1931
 RC1931.The modeled gravity was interpolated from observed gravity values.
 RC1931
 RC1931;                    North         East    Units  Estimated Accuracy
 RC1931;SPC OR N     -   226,270.    2,408,970.      MT  (+/- 180 meters Scaled)
 RC1931
 RC1931                          SUPERSEDED SURVEY CONTROL
 RC1931
 RC1931.No superseded survey control is available for this station.
 RC1931
 RC1931_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR036612(NAD 83)
 RC1931_MARKER: DD = SURVEY DISK
 RC1931_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RC1931_SP_SET: CULVERT HEADWALL
 RC1931_STAMPING: A 618 1968
 RC1931_MARK LOGO: ORHD  
 RC1931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1931+STABILITY: SURFACE MOTION
 RC1931
 RC1931  HISTORY     - Date     Condition        Report By
 RC1931  HISTORY     - 1968     MONUMENTED       ORDT
 RC1931  HISTORY     - 1987     GOOD             USPSQD
 RC1931  HISTORY     - 1987     GOOD             NGS
 RC1931  HISTORY     - 1989     GOOD             USPSQD
 RC1931
 RC1931                          STATION DESCRIPTION
 RC1931
 RC1931'DESCRIBED BY US POWER SQUADRON 1987 (CWE)
 RC1931'RECOVERED IN GOOD CONDITION.
 RC1931
 RC1931                          STATION RECOVERY (1987)
 RC1931
 RC1931'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RC1931'12.4 KM (7.70 MI) WEST FROM HOOD RIVER.
 RC1931'12.4 KM (7.70 MI) WEST ALONG INTERSTATE HIGHWAY 84 FROM THE SECOND
 RC1931'STREET OVERPASS IN HOOD RIVER TO VIENTO PARK EXIT (EXIT 51), THENCE
 RC1931'0.03 KM (0.00 MI) NORTH ALONG THE PARK ROAD, THENCE 0.18 KM (0.10 MI)
 RC1931'EAST ALONG THE PARK ROAD, IN TOP OF THE NORTH HEADWALL OF A CULVERT
 RC1931'FOR VIENTO CREEK, 7.0 M (23.0 FT) NORTH OF THE ROAD CENTERLINE.
 RC1931'THE MARK IS 0.45 M BELOW THE ROAD.
 RC1931
 RC1931                          STATION RECOVERY (1989)
 RC1931
 RC1931'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RC1931'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0750 ***********************************************************************
 QE0750  DESIGNATION -  A 619
 QE0750  PID         -  QE0750
 QE0750  STATE/COUNTY-  OR/MARION
 QE0750  USGS QUAD   -  SALEM EAST (1986)
 QE0750
 QE0750                         *CURRENT SURVEY CONTROL
 QE0750  ___________________________________________________________________
 QE0750* NAD 83(1986)-  44 54 37.     (N)    122 59 13.     (W)     SCALED    
 QE0750* NAVD 88     -        65.163  (meters)     213.79   (feet)  ADJUSTED  
 QE0750  ___________________________________________________________________
 QE0750  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 QE0750  DYNAMIC HT  -          65.160 (meters)     213.78  (feet)  COMP
 QE0750  MODELED GRAV-     980,568.6   (mgal)                       NAVD 88
 QE0750
 QE0750  VERT ORDER  -  SECOND    CLASS 0
 QE0750
 QE0750.The horizontal coordinates were scaled from a topographic map and have
 QE0750.an estimated accuracy of +/- 6 seconds.
 QE0750
 QE0750.The orthometric height was determined by differential leveling
 QE0750.and adjusted in June 1991.
 QE0750
 QE0750.The geoid height was determined by GEOID03.
 QE0750
 QE0750.The dynamic height is computed by dividing the NAVD 88
 QE0750.geopotential number by the normal gravity value computed on the
 QE0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0750.degrees latitude (g = 980.6199 gals.).
 QE0750
 QE0750.The modeled gravity was interpolated from observed gravity values.
 QE0750
 QE0750;                    North         East    Units  Estimated Accuracy
 QE0750;SPC OR N     -   141,210.    2,303,660.      MT  (+/- 180 meters Scaled)
 QE0750
 QE0750                          SUPERSEDED SURVEY CONTROL
 QE0750
 QE0750  NGVD 29 (??/??/92)   64.137  (m)          210.42   (f) ADJ UNCH    2 0
 QE0750
 QE0750.Superseded values are not recommended for survey control.
 QE0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0750.See file dsdata.txt to determine how the superseded data were derived.
 QE0750
 QE0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ010729(NAD 83)
 QE0750_MARKER: DD = SURVEY DISK
 QE0750_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QE0750_SP_SET: BRIDGE
 QE0750_STAMPING: A 619 1968
 QE0750_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE0750_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QE0750+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2005
 QE0750
 QE0750  HISTORY     - Date     Condition        Report By
 QE0750  HISTORY     - 1968     MONUMENTED       ORHD
 QE0750  HISTORY     - 1987     GOOD             USPSQD
 QE0750  HISTORY     - 1987     MARK NOT FOUND   NGS
 QE0750  HISTORY     - 20051122 GOOD             OBEC
 QE0750
 QE0750                          STATION DESCRIPTION
 QE0750
 QE0750'DESCRIBED BY OREGON HIGHWAY DEPARTMENT 1968
 QE0750'2.5 MI E FROM SALEM.
 QE0750'0.46 MILES SOUTH ALONG US INTERSTATE 5 FROM THE NORTH SANTIAM
 QE0750'INTERCHANGE (ORE22), IN THE NORTHEAST CORNER OF BRIDGE OVER MILL
 QE0750'CREEK, IN THE NORTH BOUND LANES OF I-5.  A OREGON STATE HIGHWAY DEPT.
 QE0750'STANDARD DISK, STAMPED A 619 1968.
 QE0750
 QE0750                          STATION RECOVERY (1987)
 QE0750
 QE0750'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWE)
 QE0750'RECOVERED IN GOOD CONDITION.
 QE0750
 QE0750                          STATION RECOVERY (1987)
 QE0750
 QE0750'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE0750'MARK NOT FOUND.
 QE0750
 QE0750                          STATION RECOVERY (2005)
 QE0750
 QE0750'RECOVERY NOTE BY OBEC CONSULTING ENGINEERS INC. 2005 (JLG)
 QE0750'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0363 ***********************************************************************
 PB0363  DESIGNATION -  A 62
 PB0363  PID         -  PB0363
 PB0363  STATE/COUNTY-  OR/KLAMATH
 PB0363  USGS QUAD   -  WALKER MTN (1967)
 PB0363
 PB0363                         *CURRENT SURVEY CONTROL
 PB0363  ___________________________________________________________________
 PB0363* NAD 83(1986)-  43 20 41.     (N)    121 44 56.     (W)     SCALED    
 PB0363* NAVD 88     -      1418.571  (meters)    4654.10   (feet)  ADJUSTED  
 PB0363  ___________________________________________________________________
 PB0363  GEOID HEIGHT-         -21.29  (meters)                     GEOID03
 PB0363  DYNAMIC HT  -        1417.804 (meters)    4651.58  (feet)  COMP
 PB0363  MODELED GRAV-     980,030.1   (mgal)                       NAVD 88
 PB0363
 PB0363  VERT ORDER  -  FIRST     CLASS II
 PB0363
 PB0363.The horizontal coordinates were scaled from a topographic map and have
 PB0363.an estimated accuracy of +/- 6 seconds.
 PB0363
 PB0363.The orthometric height was determined by differential leveling
 PB0363.and adjusted in June 1991.
 PB0363
 PB0363.The geoid height was determined by GEOID03.
 PB0363
 PB0363.The dynamic height is computed by dividing the NAVD 88
 PB0363.geopotential number by the normal gravity value computed on the
 PB0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0363.degrees latitude (g = 980.6199 gals.).
 PB0363
 PB0363.The modeled gravity was interpolated from observed gravity values.
 PB0363
 PB0363;                    North         East    Units  Estimated Accuracy
 PB0363;SPC OR S     -   187,160.    1,398,750.      MT  (+/- 180 meters Scaled)
 PB0363
 PB0363                          SUPERSEDED SURVEY CONTROL
 PB0363
 PB0363.No superseded survey control is available for this station.
 PB0363
 PB0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFN014998(NAD 83)
 PB0363_MARKER: DB = BENCH MARK DISK
 PB0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0363_STAMPING: 4649.722 A62 1931
 PB0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0363+STABILITY: SURFACE MOTION
 PB0363
 PB0363  HISTORY     - Date     Condition        Report By
 PB0363  HISTORY     - 1931     MONUMENTED       CGS
 PB0363  HISTORY     - 1934     GOOD             NGS
 PB0363  HISTORY     - 19880707 MARK NOT FOUND   NGS
 PB0363
 PB0363                          STATION DESCRIPTION
 PB0363
 PB0363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PB0363'8.8 MI S FROM CRESCENT.
 PB0363'8.8 MILES SOUTH ALONG THE DALLES- CALIFORNIA HIGHWAY FROM CRESCENT,
 PB0363'KLAMATH COUNTY, 30 FEET SOUTHWEST OF MILEPOST 198, 0.1 MILE NORTHEAST
 PB0363'OF THE FIRE ROAD TO MOWICH WHICH LEADS TO THE WEST, AT THE SOUTHWEST
 PB0363'END OF A TANGENT, IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES
 PB0363'ABOVE THE GROUND.  A STANDARD DISK STAMPED 4649.722 A62 1931.
 PB0363
 PB0363                          STATION RECOVERY (1988)
 PB0363
 PB0363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 PB0363'THERE HAS BEEN ROAD CONSTRUCTION AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0821 ***********************************************************************
 QE0821  DESIGNATION -  A 620
 QE0821  PID         -  QE0821
 QE0821  STATE/COUNTY-  OR/LINN
 QE0821  USGS QUAD   -  ALBANY (1975)
 QE0821
 QE0821                         *CURRENT SURVEY CONTROL
 QE0821  ___________________________________________________________________
 QE0821* NAD 83(1986)-  44 42 37.     (N)    123 01 43.     (W)     SCALED    
 QE0821* NAVD 88     -        67.782  (meters)     222.38   (feet)  ADJUSTED  
 QE0821  ___________________________________________________________________
 QE0821  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 QE0821  DYNAMIC HT  -          67.778 (meters)     222.37  (feet)  COMP
 QE0821  MODELED GRAV-     980,548.3   (mgal)                       NAVD 88
 QE0821
 QE0821  VERT ORDER  -  SECOND    CLASS 0
 QE0821
 QE0821.The horizontal coordinates were scaled from a topographic map and have
 QE0821.an estimated accuracy of +/- 6 seconds.
 QE0821
 QE0821.The orthometric height was determined by differential leveling
 QE0821.and adjusted in June 1991.
 QE0821
 QE0821.The geoid height was determined by GEOID03.
 QE0821
 QE0821.The dynamic height is computed by dividing the NAVD 88
 QE0821.geopotential number by the normal gravity value computed on the
 QE0821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0821.degrees latitude (g = 980.6199 gals.).
 QE0821
 QE0821.The modeled gravity was interpolated from observed gravity values.
 QE0821
 QE0821;                    North         East    Units  Estimated Accuracy
 QE0821;SPC OR N     -   119,100.    2,299,670.      MT  (+/- 180 meters Scaled)
 QE0821
 QE0821                          SUPERSEDED SURVEY CONTROL
 QE0821
 QE0821  NGVD 29 (??/??/92)   66.757  (m)          219.02   (f) ADJ UNCH    2 0
 QE0821
 QE0821.Superseded values are not recommended for survey control.
 QE0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0821.See file dsdata.txt to determine how the superseded data were derived.
 QE0821
 QE0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ977507(NAD 83)
 QE0821_MARKER: DD = SURVEY DISK
 QE0821_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QE0821_SP_SET: BRIDGE
 QE0821_STAMPING: A 620 1968
 QE0821_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE0821
 QE0821  HISTORY     - Date     Condition        Report By
 QE0821  HISTORY     - 1968     MONUMENTED       ORDT
 QE0821  HISTORY     - 1969     GOOD             ORDT
 QE0821  HISTORY     - 1990     GOOD             USPSQD
 QE0821
 QE0821                          STATION DESCRIPTION
 QE0821
 QE0821'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1969
 QE0821'1.0 MI W FROM JEFFERSON.
 QE0821'1.29 MILES EAST ALONG US 99E FROM THE SOUTH JEFFERSON INTERCHANGE, IN
 QE0821'THE NORTHWEST CORNER OF A BRIDGE.  A OREGON STATE HIGHWAY DEPT.
 QE0821'STANDARD DISK, STAMPED A 620 1968.
 QE0821
 QE0821                          STATION RECOVERY (1990)
 QE0821
 QE0821'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCB)
 QE0821'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0361 ***********************************************************************
 RB0361  DESIGNATION -  A 627
 RB0361  PID         -  RB0361
 RB0361  STATE/COUNTY-  OR/UMATILLA
 RB0361  USGS QUAD   -  MISSION (1974)
 RB0361
 RB0361                         *CURRENT SURVEY CONTROL
 RB0361  ___________________________________________________________________
 RB0361* NAD 83(1986)-  45 38 26.     (N)    118 41 12.     (W)     SCALED    
 RB0361* NAVD 88     -       424.121  (meters)    1391.47   (feet)  ADJUSTED  
 RB0361  ___________________________________________________________________
 RB0361  GEOID HEIGHT-         -20.47  (meters)                     GEOID03
 RB0361  DYNAMIC HT  -         424.073 (meters)    1391.31  (feet)  COMP
 RB0361  MODELED GRAV-     980,491.8   (mgal)                       NAVD 88
 RB0361
 RB0361  VERT ORDER  -  SECOND    CLASS 0
 RB0361
 RB0361.The horizontal coordinates were scaled from a topographic map and have
 RB0361.an estimated accuracy of +/- 6 seconds.
 RB0361
 RB0361.The orthometric height was determined by differential leveling
 RB0361.and adjusted in June 1991.
 RB0361
 RB0361.The geoid height was determined by GEOID03.
 RB0361
 RB0361.The dynamic height is computed by dividing the NAVD 88
 RB0361.geopotential number by the normal gravity value computed on the
 RB0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0361.degrees latitude (g = 980.6199 gals.).
 RB0361
 RB0361.The modeled gravity was interpolated from observed gravity values.
 RB0361
 RB0361;                    North         East    Units  Estimated Accuracy
 RB0361;SPC OR N     -   220,930.    2,641,350.      MT  (+/- 180 meters Scaled)
 RB0361
 RB0361                          SUPERSEDED SURVEY CONTROL
 RB0361
 RB0361  NGVD 29 (??/??/92)  423.108  (m)         1388.15   (f) ADJ UNCH    2 0
 RB0361
 RB0361.Superseded values are not recommended for survey control.
 RB0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0361.See file dsdata.txt to determine how the superseded data were derived.
 RB0361
 RB0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL685554(NAD 83)
 RB0361_MARKER: DD = SURVEY DISK
 RB0361_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RB0361_SP_SET: CULVERT
 RB0361_STAMPING: A 627 1970
 RB0361_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RB0361
 RB0361  HISTORY     - Date     Condition        Report By
 RB0361  HISTORY     - 1970     MONUMENTED       ORDT
 RB0361
 RB0361                          STATION DESCRIPTION
 RB0361
 RB0361'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1970
 RB0361'2 MI S FROM MISSION.
 RB0361'ABOUT .20 MILE WEST ON THE WEST BOUND LANE OF INTERSTATE 80N FROM THE
 RB0361'MISSION-GIBBON OVER CROSSING.  BENCH MARK IS ON THE RIGHT, SET IN THE
 RB0361'NORTH WEST CORNER OF THE HEAD WALL FOR A CONCRETE BOX CULVERT.  AN
 RB0361'OSHD BENCH MARK DISK STAMPED, A 627 1970.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0386 ***********************************************************************
 QD0386  DESIGNATION -  A 63
 QD0386  PID         -  QD0386
 QD0386  STATE/COUNTY-  OR/CROOK
 QD0386  USGS QUAD   -  OCHOCO RESERVOIR (1992)
 QD0386
 QD0386                         *CURRENT SURVEY CONTROL
 QD0386  ___________________________________________________________________
 QD0386* NAD 83(1986)-  44 18 14.     (N)    120 44 40.     (W)     SCALED    
 QD0386* NAVD 88     -       915.884  (meters)    3004.86   (feet)  ADJUSTED  
 QD0386  ___________________________________________________________________
 QD0386  GEOID HEIGHT-         -20.27  (meters)                     GEOID03
 QD0386  DYNAMIC HT  -         915.583 (meters)    3003.88  (feet)  COMP
 QD0386  MODELED GRAV-     980,258.1   (mgal)                       NAVD 88
 QD0386
 QD0386  VERT ORDER  -  FIRST     CLASS II
 QD0386
 QD0386.The horizontal coordinates were scaled from a topographic map and have
 QD0386.an estimated accuracy of +/- 6 seconds.
 QD0386
 QD0386.The orthometric height was determined by differential leveling
 QD0386.and adjusted in June 1991.
 QD0386
 QD0386.The geoid height was determined by GEOID03.
 QD0386
 QD0386.The dynamic height is computed by dividing the NAVD 88
 QD0386.geopotential number by the normal gravity value computed on the
 QD0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0386.degrees latitude (g = 980.6199 gals.).
 QD0386
 QD0386.The modeled gravity was interpolated from observed gravity values.
 QD0386
 QD0386;                    North         East    Units  Estimated Accuracy
 QD0386;SPC OR S     -   293,000.    1,480,490.      MT  (+/- 180 meters Scaled)
 QD0386
 QD0386                          SUPERSEDED SURVEY CONTROL
 QD0386
 QD0386  NGVD 29 (??/??/92)  914.748  (m)         3001.14   (f) ADJ UNCH    1 2
 QD0386
 QD0386.Superseded values are not recommended for survey control.
 QD0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0386.See file dsdata.txt to determine how the superseded data were derived.
 QD0386
 QD0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ799081(NAD 83)
 QD0386_MARKER: DD = SURVEY DISK
 QD0386_SETTING: 80 = SET IN A BOULDER
 QD0386_SP_SET: IN DRILL HOLE IN A BOULDER
 QD0386_STAMPING: A 63 1931 3001.249
 QD0386_MARK LOGO: ORHD  
 QD0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0386+STABILITY: SURFACE MOTION
 QD0386_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QD0386+SATELLITE: SATELLITE OBSERVATIONS - July 18, 1988
 QD0386
 QD0386  HISTORY     - Date     Condition        Report By
 QD0386  HISTORY     - 1931     MONUMENTED       ORDT
 QD0386  HISTORY     - 1931     GOOD             NGS
 QD0386  HISTORY     - 19880718 GOOD             NGS
 QD0386
 QD0386                          STATION DESCRIPTION
 QD0386
 QD0386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 QD0386'5.1 MI E FROM PRINEVILLE.
 QD0386'5.1 MILES EAST OF PRINEVILLE, AT BOTTOM OF TALL RED BOULDER IN LEDGE.
 QD0386'15 FEET EAST OF CENTER LINE OF ROAD (OCHOCO HIGHWAY, U.S. 28).  310
 QD0386'FEET WEST OF O.V. HOXES RANCH HOUSE.
 QD0386
 QD0386                          STATION RECOVERY (1988)
 QD0386
 QD0386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QD0386'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.   NOTE--THE
 QD0386'HIGHWAY IS NOW U.S. HIGHWAY 26.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0567 ***********************************************************************
 RC0567  DESIGNATION -  A 636
 RC0567  PID         -  RC0567
 RC0567  STATE/COUNTY-  OR/SHERMAN
 RC0567  USGS QUAD   -  RUFUS (1971)
 RC0567
 RC0567                         *CURRENT SURVEY CONTROL
 RC0567  ___________________________________________________________________
 RC0567* NAD 83(1986)-  45 42 00.     (N)    120 43 26.     (W)     SCALED    
 RC0567* NAVD 88     -        70.466  (meters)     231.19   (feet)  ADJUSTED  
 RC0567  ___________________________________________________________________
 RC0567  GEOID HEIGHT-         -21.33  (meters)                     GEOID03
 RC0567  DYNAMIC HT  -          70.465 (meters)     231.18  (feet)  COMP
 RC0567  MODELED GRAV-     980,598.7   (mgal)                       NAVD 88
 RC0567
 RC0567  VERT ORDER  -  FIRST     CLASS I
 RC0567
 RC0567.The horizontal coordinates were scaled from a topographic map and have
 RC0567.an estimated accuracy of +/- 6 seconds.
 RC0567
 RC0567.The orthometric height was determined by differential leveling
 RC0567.and adjusted in June 1991.
 RC0567
 RC0567.The geoid height was determined by GEOID03.
 RC0567
 RC0567.The dynamic height is computed by dividing the NAVD 88
 RC0567.geopotential number by the normal gravity value computed on the
 RC0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0567.degrees latitude (g = 980.6199 gals.).
 RC0567
 RC0567.The modeled gravity was interpolated from observed gravity values.
 RC0567
 RC0567;                    North         East    Units  Estimated Accuracy
 RC0567;SPC OR N     -   225,980.    2,482,560.      MT  (+/- 180 meters Scaled)
 RC0567
 RC0567                          SUPERSEDED SURVEY CONTROL
 RC0567
 RC0567  NGVD 29 (??/??/92)   69.480  (m)          227.95   (f) ADJ UNCH    1 1
 RC0567
 RC0567.Superseded values are not recommended for survey control.
 RC0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0567.See file dsdata.txt to determine how the superseded data were derived.
 RC0567
 RC0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR771632(NAD 83)
 RC0567_MARKER: DB = BENCH MARK DISK
 RC0567_SETTING: 66 = SET IN ROCK OUTCROP
 RC0567_SP_SET: ROCK LEDGE
 RC0567_STAMPING: A 636 1968
 RC0567_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RC0567+STABILITY: POSITION/ELEVATION WELL
 RC0567
 RC0567  HISTORY     - Date     Condition        Report By
 RC0567  HISTORY     - 1968     MONUMENTED       CGS
 RC0567  HISTORY     - 1989     GOOD             USPSQD
 RC0567  HISTORY     - 1989     GOOD             USPSQD
 RC0567
 RC0567                          STATION DESCRIPTION
 RC0567
 RC0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 RC0567'0.4 MI NE FROM RUFUS.
 RC0567'0.4 MILE NORTHEAST ALONG INTERSTATE HIGHWAY 80 N FROM AN OVERPASS OVER
 RC0567'THE ACCESS ROAD AT RUFUS, AT THE SOUTHWEST END OF A CUT, IN THE TOP OF
 RC0567'A LEDGE OF AN OUTCROP, 42 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE
 RC0567'EAST BOUND LANES OF THE HIGHWAY, 0.8 FOOT SOUTHWEST OF A WITNESS POST,
 RC0567'AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 RC0567
 RC0567                          STATION RECOVERY (1989)
 RC0567
 RC0567'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RC0567'RECOVERED IN GOOD CONDITION.
 RC0567
 RC0567                          STATION RECOVERY (1989)
 RC0567
 RC0567'RECOVERY NOTE BY US POWER SQUADRON 1989 (RCC)
 RC0567'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0899 ***********************************************************************
 RC0899  DESIGNATION -  A 637
 RC0899  PID         -  RC0899
 RC0899  STATE/COUNTY-  OR/WASCO
 RC0899  USGS QUAD   -  STACKER BUTTE (1994)
 RC0899
 RC0899                         *CURRENT SURVEY CONTROL
 RC0899  ___________________________________________________________________
 RC0899* NAD 83(1986)-  45 38 49.     (N)    121 03 41.     (W)     SCALED    
 RC0899* NAVD 88     -        52.675  (meters)     172.82   (feet)  ADJUSTED  
 RC0899  ___________________________________________________________________
 RC0899  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 RC0899  DYNAMIC HT  -          52.674 (meters)     172.81  (feet)  COMP
 RC0899  MODELED GRAV-     980,598.1   (mgal)                       NAVD 88
 RC0899
 RC0899  VERT ORDER  -  FIRST     CLASS I
 RC0899
 RC0899.The horizontal coordinates were scaled from a topographic map and have
 RC0899.an estimated accuracy of +/- 6 seconds.
 RC0899
 RC0899.The orthometric height was determined by differential leveling
 RC0899.and adjusted in June 1991.
 RC0899
 RC0899.The geoid height was determined by GEOID03.
 RC0899
 RC0899.The dynamic height is computed by dividing the NAVD 88
 RC0899.geopotential number by the normal gravity value computed on the
 RC0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0899.degrees latitude (g = 980.6199 gals.).
 RC0899
 RC0899.The modeled gravity was interpolated from observed gravity values.
 RC0899
 RC0899;                    North         East    Units  Estimated Accuracy
 RC0899;SPC OR N     -   220,210.    2,456,240.      MT  (+/- 180 meters Scaled)
 RC0899
 RC0899                          SUPERSEDED SURVEY CONTROL
 RC0899
 RC0899  NGVD 29 (??/??/92)   51.676  (m)          169.54   (f) ADJ UNCH    1 1
 RC0899
 RC0899.Superseded values are not recommended for survey control.
 RC0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0899.See file dsdata.txt to determine how the superseded data were derived.
 RC0899
 RC0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR510566(NAD 83)
 RC0899_MARKER: DB = BENCH MARK DISK
 RC0899_SETTING: 66 = SET IN ROCK OUTCROP
 RC0899_SP_SET: ROCK OUTCROP
 RC0899_STAMPING: A 637 1968
 RC0899_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RC0899+STABILITY: POSITION/ELEVATION WELL
 RC0899
 RC0899  HISTORY     - Date     Condition        Report By
 RC0899  HISTORY     - 1968     MONUMENTED       CGS
 RC0899
 RC0899                          STATION DESCRIPTION
 RC0899
 RC0899'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 RC0899'7.4 MI NE FROM THE DALLES.
 RC0899'7.4 MILES NORTHEAST ALONG INTERSTATE HIGHWAY 80 N FROM THE POST OFFICE
 RC0899'AT THE DALLES, IN R14E T2N, SECTION 22, IN THE TOP OF AN OUTCROP WHICH
 RC0899'PROJECTS ABOUT 1 1/2 FEET ABOVE THE GROUND, 37 FEET NORTH OF THE
 RC0899'CENTER LINE OF THE EAST BOUND LANES OF THE HIGHWAY, 64 FEET
 RC0899'EAST-SOUTHEAST OF THE SOUTH END OF RAILROAD CULVERT 91.43, 11.5 FEET
 RC0899'SOUTH OF THE RAILROAD RIGHT-OF-WAY FENCE, 3.0 FEET SOUTHWEST OF A
 RC0899'WITNESS POST, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0084 ***********************************************************************
 RC0084  DESIGNATION -  A 638
 RC0084  PID         -  RC0084
 RC0084  STATE/COUNTY-  OR/GILLIAM
 RC0084  USGS QUAD   -  SUNDALE (1971)
 RC0084
 RC0084                         *CURRENT SURVEY CONTROL
 RC0084  ___________________________________________________________________
 RC0084* NAD 83(1986)-  45 42 41.     (N)    120 15 30.     (W)     SCALED    
 RC0084* NAVD 88     -       146.572  (meters)     480.88   (feet)  ADJUSTED  
 RC0084  ___________________________________________________________________
 RC0084  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 RC0084  DYNAMIC HT  -         146.571 (meters)     480.88  (feet)  COMP
 RC0084  MODELED GRAV-     980,602.3   (mgal)                       NAVD 88
 RC0084
 RC0084  VERT ORDER  -  FIRST     CLASS I
 RC0084
 RC0084.The horizontal coordinates were scaled from a topographic map and have
 RC0084.an estimated accuracy of +/- 6 seconds.
 RC0084
 RC0084.The orthometric height was determined by differential leveling
 RC0084.and adjusted in June 1991.
 RC0084
 RC0084.The geoid height was determined by GEOID03.
 RC0084
 RC0084.The dynamic height is computed by dividing the NAVD 88
 RC0084.geopotential number by the normal gravity value computed on the
 RC0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0084.degrees latitude (g = 980.6199 gals.).
 RC0084
 RC0084.The modeled gravity was interpolated from observed gravity values.
 RC0084
 RC0084;                    North         East    Units  Estimated Accuracy
 RC0084;SPC OR N     -   227,250.    2,518,820.      MT  (+/- 180 meters Scaled)
 RC0084
 RC0084                          SUPERSEDED SURVEY CONTROL
 RC0084
 RC0084  NGVD 29 (??/??/92)  145.574  (m)          477.60   (f) ADJ UNCH    1 1
 RC0084
 RC0084.Superseded values are not recommended for survey control.
 RC0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0084.See file dsdata.txt to determine how the superseded data were derived.
 RC0084
 RC0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGR133656(NAD 83)
 RC0084_MARKER: DB = BENCH MARK DISK
 RC0084_SETTING: 66 = SET IN ROCK OUTCROP
 RC0084_SP_SET: ROCK OUTCROP
 RC0084_STAMPING: A 638 1968
 RC0084_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RC0084+STABILITY: POSITION/ELEVATION WELL
 RC0084
 RC0084  HISTORY     - Date     Condition        Report By
 RC0084  HISTORY     - 1968     MONUMENTED       CGS
 RC0084  HISTORY     - 1987     GOOD             USPSQD
 RC0084  HISTORY     - 1989     GOOD             USPSQD
 RC0084  HISTORY     - 1989     GOOD             USPSQD
 RC0084
 RC0084                          STATION DESCRIPTION
 RC0084
 RC0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 RC0084'2.55 MI W FROM ARLINGTON.
 RC0084'2.55 MILES WEST ALONG INTERSTATE HIGHWAY 80 N FROM THE BRIDGE OVER
 RC0084'ALKALI CANYON AT ARLINGTON, ABOUT 0.05 MILE EAST OF THE WEST END OF A
 RC0084'ROCKY CUT, IN THE TOP OF AN OUTCROP WHICH PROJECTS ABOUT 3 FEET ABOVE
 RC0084'THE GROUND, 51 1/2 FEET SOUTH OF THE CENTER LINE OF THE EAST BOUND
 RC0084'LANES OF THE HIGHWAY, 0.9 FOOT WEST OF A WITNESS POST, AND ABOUT 1
 RC0084'FOOT HIGHER THAN THE HIGHWAY.
 RC0084
 RC0084                          STATION RECOVERY (1987)
 RC0084
 RC0084'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWE)
 RC0084'RECOVERED IN GOOD CONDITION.
 RC0084
 RC0084                          STATION RECOVERY (1989)
 RC0084
 RC0084'RECOVERY NOTE BY US POWER SQUADRON 1989 (RCC)
 RC0084'RECOVERED IN GOOD CONDITION.
 RC0084
 RC0084                          STATION RECOVERY (1989)
 RC0084
 RC0084'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RC0084'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB1045 ***********************************************************************
 RB1045  DESIGNATION -  A 639
 RB1045  PID         -  RB1045
 RB1045  STATE/COUNTY-  OR/MORROW
 RB1045  USGS QUAD   -  BOARDMAN (1993)
 RB1045
 RB1045                         *CURRENT SURVEY CONTROL
 RB1045  ___________________________________________________________________
 RB1045* NAD 83(1986)-  45 50 03.     (N)    119 44 44.     (W)     SCALED    
 RB1045* NAVD 88     -        83.010  (meters)     272.34   (feet)  ADJUSTED  
 RB1045  ___________________________________________________________________
 RB1045  GEOID HEIGHT-         -21.88  (meters)                     GEOID03
 RB1045  DYNAMIC HT  -          83.010 (meters)     272.34  (feet)  COMP
 RB1045  MODELED GRAV-     980,615.7   (mgal)                       NAVD 88
 RB1045
 RB1045  VERT ORDER  -  FIRST     CLASS I
 RB1045
 RB1045.The horizontal coordinates were scaled from a topographic map and have
 RB1045.an estimated accuracy of +/- 6 seconds.
 RB1045
 RB1045.The orthometric height was determined by differential leveling
 RB1045.and adjusted in June 1991.
 RB1045
 RB1045.The geoid height was determined by GEOID03.
 RB1045
 RB1045.The dynamic height is computed by dividing the NAVD 88
 RB1045.geopotential number by the normal gravity value computed on the
 RB1045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB1045.degrees latitude (g = 980.6199 gals.).
 RB1045
 RB1045.The modeled gravity was interpolated from observed gravity values.
 RB1045
 RB1045;                    North         East    Units  Estimated Accuracy
 RB1045;SPC OR N     -   241,140.    2,558,610.      MT  (+/- 180 meters Scaled)
 RB1045
 RB1045                          SUPERSEDED SURVEY CONTROL
 RB1045
 RB1045  NGVD 29 (??/??/92)   82.000  (m)          269.03   (f) ADJ UNCH    1 1
 RB1045
 RB1045.Superseded values are not recommended for survey control.
 RB1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1045.See file dsdata.txt to determine how the superseded data were derived.
 RB1045
 RB1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKL867792(NAD 83)
 RB1045_MARKER: DB = BENCH MARK DISK
 RB1045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB1045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB1045_STAMPING: A 639 1968
 RB1045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB1045+STABILITY: SURFACE MOTION
 RB1045
 RB1045  HISTORY     - Date     Condition        Report By
 RB1045  HISTORY     - 1968     MONUMENTED       CGS
 RB1045  HISTORY     - 1988     GOOD             USPSQD
 RB1045  HISTORY     - 1989     GOOD             USPSQD
 RB1045
 RB1045                          STATION DESCRIPTION
 RB1045
 RB1045'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 RB1045'2.15 MI W FROM BOARDMAN.
 RB1045'2.15 MILES WEST ALONG INTERSTATE HIGHWAY 80 N FROM THE OVERPASS AT
 RB1045'BOARDMAN, 0.45 MILE WEST OF MILEPOST 161, 175 FEET NORTH OF THE CENTER
 RB1045'LINE OF THE WEST BOUND LANES OF THE HIGHWAY, 72 FEET WEST OF A FENCE
 RB1045'CORNER, 1.2 FEET SOUTH OF A FENCE, 2.1 FEET EAST OF A WITNESS POST,
 RB1045'ABOUT 7 1/2 FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 RB1045'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 RB1045
 RB1045                          STATION RECOVERY (1988)
 RB1045
 RB1045'RECOVERY NOTE BY US POWER SQUADRON 1988 (RCC)
 RB1045'RECOVERED IN GOOD CONDITION.
 RB1045
 RB1045                          STATION RECOVERY (1989)
 RB1045
 RB1045'RECOVERY NOTE BY US POWER SQUADRON 1989 (RCC)
 RB1045'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0178 ***********************************************************************
 QD0178  DESIGNATION -  A 64
 QD0178  PID         -  QD0178
 QD0178  STATE/COUNTY-  OR/WHEELER
 QD0178  USGS QUAD   -  OCHOCO BUTTE (1992)
 QD0178
 QD0178                         *CURRENT SURVEY CONTROL
 QD0178  ___________________________________________________________________
 QD0178* NAD 83(1986)-  44 29 49.     (N)    120 19 09.     (W)     SCALED    
 QD0178* NAVD 88     -      1310.106  (meters)    4298.24   (feet)  ADJUSTED  
 QD0178  ___________________________________________________________________
 QD0178  GEOID HEIGHT-         -19.47  (meters)                     GEOID03
 QD0178  DYNAMIC HT  -        1309.614 (meters)    4296.63  (feet)  COMP
 QD0178  MODELED GRAV-     980,196.3   (mgal)                       NAVD 88
 QD0178
 QD0178  VERT ORDER  -  FIRST     CLASS II
 QD0178
 QD0178.The horizontal coordinates were scaled from a topographic map and have
 QD0178.an estimated accuracy of +/- 6 seconds.
 QD0178
 QD0178.The orthometric height was determined by differential leveling
 QD0178.and adjusted in June 1991.
 QD0178
 QD0178.The geoid height was determined by GEOID03.
 QD0178
 QD0178.The dynamic height is computed by dividing the NAVD 88
 QD0178.geopotential number by the normal gravity value computed on the
 QD0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0178.degrees latitude (g = 980.6199 gals.).
 QD0178
 QD0178.The modeled gravity was interpolated from observed gravity values.
 QD0178
 QD0178;                    North         East    Units  Estimated Accuracy
 QD0178;SPC OR N     -    92,280.    2,514,380.      MT  (+/- 180 meters Scaled)
 QD0178
 QD0178                          SUPERSEDED SURVEY CONTROL
 QD0178
 QD0178  NGVD 29 (??/??/92) 1308.879  (m)         4294.21   (f) ADJ UNCH    1 2
 QD0178
 QD0178.Superseded values are not recommended for survey control.
 QD0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0178.See file dsdata.txt to determine how the superseded data were derived.
 QD0178
 QD0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGQ131305(NAD 83)
 QD0178_MARKER: DB = BENCH MARK DISK
 QD0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD0178_SP_SET: SQUARE CONCRETE MONUMENT
 QD0178_STAMPING: A 64 1931 4294.447
 QD0178_MARK LOGO: CGS   
 QD0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0178+STABILITY: SURFACE MOTION
 QD0178_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QD0178+SATELLITE: SATELLITE OBSERVATIONS - July 26, 1988
 QD0178
 QD0178  HISTORY     - Date     Condition        Report By
 QD0178  HISTORY     - 1931     MONUMENTED       CGS
 QD0178  HISTORY     - 1935     GOOD             NGS
 QD0178  HISTORY     - 19880726 GOOD             NGS
 QD0178
 QD0178                          STATION DESCRIPTION
 QD0178
 QD0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 QD0178'12.4 MI E FROM OCHOCO RANGER STATION.
 QD0178'12.4 MILES EAST OF OCHOCO RANGER STATION, ON POINT OF CURVE.  33 FEET
 QD0178'WEST OF CENTER LINE OF ROAD (OCHOCO HIGHWAY, U.S. 28).  BESIDE FOUR
 QD0178'LARGE TREES, OPPOSITE CULVERT UNDER ROAD.
 QD0178
 QD0178                          STATION RECOVERY (1935)
 QD0178
 QD0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 QD0178'RECOVERED IN GOOD CONDITION.
 QD0178
 QD0178                          STATION RECOVERY (1988)
 QD0178
 QD0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QD0178'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  14.7 KM
 QD0178'(9.15 MI) WESTERLY ALONG U.S. HIGHWAY 26 FROM THE JUNCTION OF STATE
 QD0178'HIGHWAY 207 IN MITCHELL, THENCE 10.9 KM (6.75 MI) SOUTHWESTERLY ALONG
 QD0178'A GRAVELED ROAD.  ADD--0.3 M (1.0 FT) NORTH OF A WITNESS POST AND
 QD0178'FENCE.  DELETE--NEAR FOUR LARGE PINE TREES, AND 15 FEET SOUTH OF A
 QD0178'CULVERT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0613 ***********************************************************************
 RB0613  DESIGNATION -  A 640
 RB0613  PID         -  RB0613
 RB0613  STATE/COUNTY-  OR/UMATILLA
 RB0613  USGS QUAD   -  IRRIGON (1993)
 RB0613
 RB0613                         *CURRENT SURVEY CONTROL
 RB0613  ___________________________________________________________________
 RB0613* NAD 83(1986)-  45 54 36.     (N)    119 24 16.     (W)     SCALED    
 RB0613* NAVD 88     -        93.790  (meters)     307.71   (feet)  ADJUSTED  
 RB0613  ___________________________________________________________________
 RB0613  GEOID HEIGHT-         -21.78  (meters)                     GEOID03
 RB0613  DYNAMIC HT  -          93.790 (meters)     307.71  (feet)  COMP
 RB0613  MODELED GRAV-     980,619.7   (mgal)                       NAVD 88
 RB0613
 RB0613  VERT ORDER  -  FIRST     CLASS I
 RB0613
 RB0613.The horizontal coordinates were scaled from a topographic map and have
 RB0613.an estimated accuracy of +/- 6 seconds.
 RB0613
 RB0613.The orthometric height was determined by differential leveling
 RB0613.and adjusted in June 1991.
 RB0613
 RB0613.The geoid height was determined by GEOID03.
 RB0613
 RB0613.The dynamic height is computed by dividing the NAVD 88
 RB0613.geopotential number by the normal gravity value computed on the
 RB0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0613.degrees latitude (g = 980.6199 gals.).
 RB0613
 RB0613.The modeled gravity was interpolated from observed gravity values.
 RB0613
 RB0613;                    North         East    Units  Estimated Accuracy
 RB0613;SPC OR N     -   249,870.    2,585,000.      MT  (+/- 180 meters Scaled)
 RB0613
 RB0613                          SUPERSEDED SURVEY CONTROL
 RB0613
 RB0613  NGVD 29 (??/??/92)   92.791  (m)          304.43   (f) ADJ UNCH    1 1
 RB0613
 RB0613.Superseded values are not recommended for survey control.
 RB0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0613.See file dsdata.txt to determine how the superseded data were derived.
 RB0613
 RB0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL135868(NAD 83)
 RB0613_MARKER: DB = BENCH MARK DISK
 RB0613_SETTING: 66 = SET IN ROCK OUTCROP
 RB0613_SP_SET: OUTCROP
 RB0613_STAMPING: A 640 1968
 RB0613_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RB0613+STABILITY: POSITION/ELEVATION WELL
 RB0613
 RB0613  HISTORY     - Date     Condition        Report By
 RB0613  HISTORY     - 1968     MONUMENTED       CGS
 RB0613
 RB0613                          STATION DESCRIPTION
 RB0613
 RB0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 RB0613'2.95 MI W FROM UMATILLA.
 RB0613'2.95 MILES WEST ALONG U.S. HIGHWAY 730 FROM THE POST OFFICE AT
 RB0613'UMATILLA, IN R27E T5N, SECTION 14, 0.1 MILE EAST OF MILEPOST 179, IN
 RB0613'THE TOP OF AN OUTCROP WHICH PROJECTS ABOUT 1/2 FOOT ABOVE THE GROUND,
 RB0613'37 FEET NORTH-NORTHEAST OF THE CENTER OF THE JUNCTION OF A DRIVEWAY
 RB0613'SOUTH, 36 1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 31.4 FEET
 RB0613'SOUTH OF THE SOUTH RAIL OF THE UNION PACIFIC RAILROAD, 4.3 FEET SOUTH
 RB0613'OF A FENCE, 1.2 FEET NORTH OF A WITNESS POST, ABOUT 1 1/2 FEET LOWER
 RB0613'THAN THE HIGHWAY AND LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0384 ***********************************************************************
 RD0384  DESIGNATION -  A 641
 RD0384  PID         -  RD0384
 RD0384  STATE/COUNTY-  OR/WASHINGTON
 RD0384  USGS QUAD   -  HILLSBORO (1990)
 RD0384
 RD0384                         *CURRENT SURVEY CONTROL
 RD0384  ___________________________________________________________________
 RD0384* NAD 83(1986)-  45 31 41.     (N)    122 58 00.     (W)     SCALED    
 RD0384* NAVD 88     -        56.792  (meters)     186.33   (feet)  ADJUSTED  
 RD0384  ___________________________________________________________________
 RD0384  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 RD0384  DYNAMIC HT  -          56.790 (meters)     186.32  (feet)  COMP
 RD0384  MODELED GRAV-     980,593.8   (mgal)                       NAVD 88
 RD0384
 RD0384  VERT ORDER  -  SECOND    CLASS 0
 RD0384
 RD0384.The horizontal coordinates were scaled from a topographic map and have
 RD0384.an estimated accuracy of +/- 6 seconds.
 RD0384
 RD0384.The orthometric height was determined by differential leveling
 RD0384.and adjusted in June 1991.
 RD0384
 RD0384.The geoid height was determined by GEOID03.
 RD0384
 RD0384.The dynamic height is computed by dividing the NAVD 88
 RD0384.geopotential number by the normal gravity value computed on the
 RD0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0384.degrees latitude (g = 980.6199 gals.).
 RD0384
 RD0384.The modeled gravity was interpolated from observed gravity values.
 RD0384
 RD0384;                    North         East    Units  Estimated Accuracy
 RD0384;SPC OR N     -   209,780.    2,307,350.      MT  (+/- 180 meters Scaled)
 RD0384
 RD0384                          SUPERSEDED SURVEY CONTROL
 RD0384
 RD0384  NGVD 29 (??/??/92)   55.730  (m)          182.84   (f) ADJ UNCH    2 0
 RD0384
 RD0384.Superseded values are not recommended for survey control.
 RD0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0384.See file dsdata.txt to determine how the superseded data were derived.
 RD0384
 RD0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER026416(NAD 83)
 RD0384_MARKER: DB = BENCH MARK DISK
 RD0384_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD0384_SP_SET: LANDING
 RD0384_STAMPING: A 641 1968
 RD0384_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0384_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD0384+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2007
 RD0384
 RD0384  HISTORY     - Date     Condition        Report By
 RD0384  HISTORY     - 1968     MONUMENTED       CGS
 RD0384  HISTORY     - 1988     GOOD             USPSQD
 RD0384  HISTORY     - 20040620 GOOD             USPSQD
 RD0384  HISTORY     - 20050830 GOOD             USPSQD
 RD0384  HISTORY     - 20070306 GOOD             USPSQD
 RD0384
 RD0384                          STATION DESCRIPTION
 RD0384
 RD0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 RD0384'1 MI NE FROM HILLSBORO.
 RD0384'THIS MARK IS LOCATED IN THE LANDING ON THE STEPS TO THE EASTERN MOST
 RD0384'ENTRANCE TO J. W. POYNTER JR. HIGH SCHOOL WHICH IS LOCATED
 RD0384'APPROXIMATELY 1 MILE NORTHEAST OF HILLSBORO, OREGON. THE MARK IS 5
 RD0384'FEET SOUTH OF THE ENTRANCE DOOR TO THE MUSIC ROOM AT THE SCHOOL AND 1
 RD0384'FOOT NORTH OF THE SOUTH EDGE OF THE STEP LANDING.  TO REACH THE MARK
 RD0384'FROM THE POST OFFICE IN HILLSBORO GO EAST ON EAST MAIN STREET FOR 0.5
 RD0384'MILE TO NORTHEAST CORNELL ROAD, TURN LEFT AND GO NORTHEAST ON
 RD0384'NORTHEAST CORNELL ROAD FOR 0.4 MILE, TURN RIGHT ON NE GRANT STREET AND
 RD0384'GO FOR 0.2 MILE TO J. W. POYNTER JR. HIGH SCHOOL EAST ENTRANCE AND THE
 RD0384'MARK.
 RD0384
 RD0384                          STATION RECOVERY (1988)
 RD0384
 RD0384'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCC)
 RD0384'RECOVERED IN GOOD CONDITION.
 RD0384
 RD0384                          STATION RECOVERY (2004)
 RD0384
 RD0384'RECOVERY NOTE BY US POWER SQUADRON 2004 (RHC)
 RD0384'RECOVERED IN GOOD CONDITION.
 RD0384
 RD0384                          STATION RECOVERY (2005)
 RD0384
 RD0384'RECOVERY NOTE BY US POWER SQUADRON 2005 (RHC)
 RD0384'RECOVERED IN GOOD CONDITION.
 RD0384
 RD0384                          STATION RECOVERY (2007)
 RD0384
 RD0384'RECOVERY NOTE BY US POWER SQUADRON 2007 (RHC)
 RD0384'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 MX0781 ***********************************************************************
 MX0781  DESIGNATION -  A 649
 MX0781  PID         -  MX0781
 MX0781  STATE/COUNTY-  OR/JOSEPHINE
 MX0781  USGS QUAD   -  SHELLY CREEK RIDGE (1982)
 MX0781
 MX0781                         *CURRENT SURVEY CONTROL
 MX0781  ___________________________________________________________________
 MX0781* NAD 83(1986)-  41 59 54.     (N)    123 47 50.     (W)     SCALED    
 MX0781* NAVD 88     -       958.197  (meters)    3143.68   (feet)  ADJUSTED  
 MX0781  ___________________________________________________________________
 MX0781  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 MX0781  DYNAMIC HT  -         957.735 (meters)    3142.17  (feet)  COMP
 MX0781  MODELED GRAV-     980,107.0   (mgal)                       NAVD 88
 MX0781
 MX0781  VERT ORDER  -  SECOND    CLASS 0
 MX0781
 MX0781.The horizontal coordinates were scaled from a topographic map and have
 MX0781.an estimated accuracy of +/- 6 seconds.
 MX0781
 MX0781.The orthometric height was determined by differential leveling
 MX0781.and adjusted in June 1991.
 MX0781
 MX0781.The geoid height was determined by GEOID03.
 MX0781
 MX0781.The dynamic height is computed by dividing the NAVD 88
 MX0781.geopotential number by the normal gravity value computed on the
 MX0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MX0781.degrees latitude (g = 980.6199 gals.).
 MX0781
 MX0781.The modeled gravity was interpolated from observed gravity values.
 MX0781
 MX0781;                    North         East    Units  Estimated Accuracy
 MX0781;SPC OR S     -    42,220.    1,226,860.      MT  (+/- 180 meters Scaled)
 MX0781
 MX0781                          SUPERSEDED SURVEY CONTROL
 MX0781
 MX0781  NGVD 29 (??/??/??)  957.179  (m)         3140.34   (f) ADJUSTED    2 0
 MX0781
 MX0781.Superseded values are not recommended for survey control.
 MX0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MX0781.See file dsdata.txt to determine how the superseded data were derived.
 MX0781
 MX0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM339498(NAD 83)
 MX0781_MARKER: DB = BENCH MARK DISK
 MX0781_SETTING: 80 = SET IN A BOULDER
 MX0781_SP_SET: BOULDER
 MX0781_STAMPING: A 649 1942
 MX0781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MX0781+STABILITY: SURFACE MOTION
 MX0781
 MX0781  HISTORY     - Date     Condition        Report By
 MX0781  HISTORY     - 1942     MONUMENTED       CGS
 MX0781  HISTORY     - 1964     GOOD             NGS
 MX0781
 MX0781                          STATION DESCRIPTION
 MX0781
 MX0781'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 MX0781'10.5 MI SW FROM O BRIEN.
 MX0781'10.5 MILES SOUTHWEST ALONG THE WIMER ROAD FROM THE O BRIEN
 MX0781'POST OFFICE, 0.35 MILE WEST OF MILE POST NO. 10, 0.05 MILE
 MX0781'SOUTHWEST OF A WOODEN CULVERT, 17 FEET SOUTHEAST OF THE
 MX0781'CENTER OF THE ROAD, 2 FEET WEST OF A METAL WITNESS POST AND 2
 MX0781'FEET BELOW THE LEVEL OF THE ROAD IN A 2 BY 4 FOOT BOULDER THAT
 MX0781'PROJECTS 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0080 ***********************************************************************
 NX0080  DESIGNATION -  A 66
 NX0080  PID         -  NX0080
 NX0080  STATE/COUNTY-  OR/HARNEY
 NX0080  USGS QUAD   -  ALVORD HOT SPRINGS (1979)
 NX0080
 NX0080                         *CURRENT SURVEY CONTROL
 NX0080  ___________________________________________________________________
 NX0080* NAD 83(1986)-  42 33 06.     (N)    118 31 58.     (W)     SCALED    
 NX0080* NAVD 88     -      1252.347  (meters)    4108.74   (feet)  ADJUSTED  
 NX0080  ___________________________________________________________________
 NX0080  GEOID HEIGHT-         -19.17  (meters)                     GEOID03
 NX0080  DYNAMIC HT  -        1251.601 (meters)    4106.29  (feet)  COMP
 NX0080  MODELED GRAV-     979,982.1   (mgal)                       NAVD 88
 NX0080
 NX0080  VERT ORDER  -  FIRST     CLASS II
 NX0080
 NX0080.The horizontal coordinates were scaled from a topographic map and have
 NX0080.an estimated accuracy of +/- 6 seconds.
 NX0080
 NX0080.The orthometric height was determined by differential leveling
 NX0080.and adjusted in June 1991.
 NX0080
 NX0080.The geoid height was determined by GEOID03.
 NX0080
 NX0080.The dynamic height is computed by dividing the NAVD 88
 NX0080.geopotential number by the normal gravity value computed on the
 NX0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0080.degrees latitude (g = 980.6199 gals.).
 NX0080
 NX0080.The modeled gravity was interpolated from observed gravity values.
 NX0080
 NX0080;                    North         East    Units  Estimated Accuracy
 NX0080;SPC OR S     -   100,210.    1,661,550.      MT  (+/- 180 meters Scaled)
 NX0080
 NX0080                          SUPERSEDED SURVEY CONTROL
 NX0080
 NX0080  NGVD 29 (??/??/92) 1251.177  (m)         4104.90   (f) ADJ UNCH    1 2
 NX0080
 NX0080.Superseded values are not recommended for survey control.
 NX0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NX0080.See file dsdata.txt to determine how the superseded data were derived.
 NX0080
 NX0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH741121(NAD 83)
 NX0080_MARKER: DB = BENCH MARK DISK
 NX0080_SETTING: 80 = SET IN A BOULDER
 NX0080_SP_SET: BOULDER
 NX0080_STAMPING: A 66 1931
 NX0080_MARK LOGO: CGS   
 NX0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NX0080+STABILITY: SURFACE MOTION
 NX0080
 NX0080  HISTORY     - Date     Condition        Report By
 NX0080  HISTORY     - 1931     MONUMENTED       CGS
 NX0080  HISTORY     - 1971     GOOD             USGS
 NX0080  HISTORY     - 1984     GOOD             NGS
 NX0080
 NX0080                          STATION DESCRIPTION
 NX0080
 NX0080'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 NX0080'9.9 MI N FROM ANDREWS.
 NX0080'9.9 MILES NORTH ALONG THE WINNEMUCCA-CRANE ROAD FROM ANDREWS, HARNEY
 NX0080'COUNTY, 7.5 MILES SOUTH OF ALVORD RANCH, 220 FEET WEST OF THE CENTER
 NX0080'LINE OF THE ROAD, AND IN THE TOP OF A LARGE GRANITE BOULDER.  A
 NX0080'STANDARD DISK, STAMPED A 66 1931.
 NX0080
 NX0080                          STATION RECOVERY (1984)
 NX0080
 NX0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NX0080'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  38.04 KM
 NX0080'(23.64 MI) NORTH ALONG THE WINNEMUCCA CRANE ROAD FROM THE POST OFFICE
 NX0080'AT FIELDS, IN TOP OF A 2 BY 3 FOOT BOULDER PROJECTING 1 FOOT ABOVE THE
 NX0080'SURFACE OF THE GROUND, 0.57 KM (0.35 MI) NORTH OF THE Y JUNCTION OF A
 NX0080'DIRT ROAD LEADING NORTHWEST, 68.6 METERS (225 FT) WEST OF THE CENTER
 NX0080'OF THE MAIN ROAD, 10.0 METERS (33 FT) WEST OF THE CENTER OF THE OLD
 NX0080'ROAD BED.
 NX0080'THE MARK IS 1.0 METERS  N FROM A WITNESS POST.
 NX0080'THE MARK IS 0.4 M ABOVE THE OLD ROAD BED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0122 ***********************************************************************
 PA0122  DESIGNATION -  A 67
 PA0122  PID         -  PA0122
 PA0122  STATE/COUNTY-  OR/HARNEY
 PA0122  USGS QUAD   -  FOLLY FARM (1974)
 PA0122
 PA0122                         *CURRENT SURVEY CONTROL
 PA0122  ___________________________________________________________________
 PA0122* NAD 83(1986)-  43 05 28.     (N)    118 12 33.     (W)     SCALED    
 PA0122* NAVD 88     -      1489.743  (meters)    4887.60   (feet)  ADJUSTED  
 PA0122  ___________________________________________________________________
 PA0122  GEOID HEIGHT-         -18.36  (meters)                     GEOID03
 PA0122  DYNAMIC HT  -        1488.904 (meters)    4884.85  (feet)  COMP
 PA0122  MODELED GRAV-     980,004.8   (mgal)                       NAVD 88
 PA0122
 PA0122  VERT ORDER  -  FIRST     CLASS II
 PA0122
 PA0122.The horizontal coordinates were scaled from a topographic map and have
 PA0122.an estimated accuracy of +/- 6 seconds.
 PA0122
 PA0122.The orthometric height was determined by differential leveling
 PA0122.and adjusted in June 1991.
 PA0122.WARNING-Repeat measurements at this control monument indicate possible
 PA0122.vertical movement.
 PA0122
 PA0122.The geoid height was determined by GEOID03.
 PA0122
 PA0122.The dynamic height is computed by dividing the NAVD 88
 PA0122.geopotential number by the normal gravity value computed on the
 PA0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0122.degrees latitude (g = 980.6199 gals.).
 PA0122
 PA0122.The modeled gravity was interpolated from observed gravity values.
 PA0122
 PA0122;                    North         East    Units  Estimated Accuracy
 PA0122;SPC OR S     -   160,780.    1,686,480.      MT  (+/- 180 meters Scaled)
 PA0122
 PA0122                          SUPERSEDED SURVEY CONTROL
 PA0122
 PA0122  NGVD 29 (??/??/92) 1488.592  (m)         4883.82   (f) ADJ UNCH    1 2
 PA0122
 PA0122.Superseded values are not recommended for survey control.
 PA0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0122.See file dsdata.txt to determine how the superseded data were derived.
 PA0122
 PA0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH015716(NAD 83)
 PA0122_MARKER: DB = BENCH MARK DISK
 PA0122_SETTING: 80 = SET IN A BOULDER
 PA0122_SP_SET: BOULDER
 PA0122_STAMPING: A 67 1931
 PA0122_MARK LOGO: CGS   
 PA0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0122+STABILITY: SURFACE MOTION
 PA0122
 PA0122  HISTORY     - Date     Condition        Report By
 PA0122  HISTORY     - 1931     MONUMENTED       CGS
 PA0122  HISTORY     - 1974     GOOD             USGS
 PA0122  HISTORY     - 1984     GOOD             NGS
 PA0122
 PA0122                          STATION DESCRIPTION
 PA0122
 PA0122'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 PA0122'3.4 MI N FROM FIELDS.
 PA0122'3.4 MILES NORTH ALONG OREGON HIGHWAY 78 FROM ITS JUNCTION WITH THE
 PA0122'ROAD TO FIELDS, IN A NARROW CANYON, 58 FEET NORTH OF THE CENTERLINE OF
 PA0122'THE HIGHWAY, 9 FEET LOWER THAN THE HIGHWAY, STANDARD DISK SET IN THE
 PA0122'TOP OF A LARGE BOULDER AND STAMPED A 67 1931.  (3.1 MILES AIRLINE NNE
 PA0122'OF FOLLY FARM, SITE).
 PA0122
 PA0122                          STATION RECOVERY (1984)
 PA0122
 PA0122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PA0122'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  39.11 KM
 PA0122'(24.31 MI) SOUTHEAST ALONG STATE HIGHWAY 78 FROM THE POST OFFICE AT
 PA0122'NEW PRINCETON, IN TOP OF A 8 BY 8 FOOT BOULDER PROJECTING 3 FEET ABOVE
 PA0122'THE SURFACE OF THE GROUND AT THE BOTTOM OF A DEEP WASH, 0.09 KM
 PA0122'(0.05 MI) WEST OF MILEPOST 62, 17.1 METERS (56 FT) NORTH OF THE
 PA0122'HIGHWAY CENTERLINE AND 1.5 METERS (5 FT) SOUTHEAST OF A WOODEN POST.
 PA0122'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 PA0122'THE MARK IS 2.4 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0116 ***********************************************************************
 NY0116  DESIGNATION -  A 68
 NY0116  PID         -  NY0116
 NY0116  STATE/COUNTY-  OR/LAKE
 NY0116  USGS QUAD   -  CRANE CREEK (1979)
 NY0116
 NY0116                         *CURRENT SURVEY CONTROL
 NY0116  ___________________________________________________________________
 NY0116* NAD 83(1986)-  42 02 51.     (N)    120 19 14.     (W)     SCALED    
 NY0116* NAVD 88     -      1442.033  (meters)    4731.07   (feet)  ADJUSTED  
 NY0116  ___________________________________________________________________
 NY0116  GEOID HEIGHT-         -21.06  (meters)                     GEOID03
 NY0116  DYNAMIC HT  -        1441.071 (meters)    4727.91  (feet)  COMP
 NY0116  MODELED GRAV-     979,904.5   (mgal)                       NAVD 88
 NY0116
 NY0116  VERT ORDER  -  FIRST     CLASS II
 NY0116
 NY0116.The horizontal coordinates were scaled from a topographic map and have
 NY0116.an estimated accuracy of +/- 6 seconds.
 NY0116
 NY0116.The orthometric height was determined by differential leveling
 NY0116.and adjusted in June 1991.
 NY0116
 NY0116.The geoid height was determined by GEOID03.
 NY0116
 NY0116.The dynamic height is computed by dividing the NAVD 88
 NY0116.geopotential number by the normal gravity value computed on the
 NY0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0116.degrees latitude (g = 980.6199 gals.).
 NY0116
 NY0116.The modeled gravity was interpolated from observed gravity values.
 NY0116
 NY0116;                    North         East    Units  Estimated Accuracy
 NY0116;SPC OR S     -    42,320.    1,514,860.      MT  (+/- 180 meters Scaled)
 NY0116
 NY0116                          SUPERSEDED SURVEY CONTROL
 NY0116
 NY0116  NGVD 29 (??/??/92) 1440.86   (m)         4727.2    (f) COMPUTED    1 2
 NY0116
 NY0116.Superseded values are not recommended for survey control.
 NY0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0116.See file dsdata.txt to determine how the superseded data were derived.
 NY0116
 NY0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGM217585(NAD 83)
 NY0116_MARKER: DB = BENCH MARK DISK
 NY0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NY0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0116+STABILITY: SURFACE MOTION
 NY0116
 NY0116  HISTORY     - Date     Condition        Report By
 NY0116  HISTORY     - UNK      MONUMENTED       CGS
 NY0116  HISTORY     - 1931     GOOD             NGS
 NY0116
 NY0116                          STATION DESCRIPTION
 NY0116
 NY0116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 NY0116'10.7 MI W FROM LAKEVIEW.
 NY0116'ON SOUTHERN PACIFIC RAILROAD, 45 FT. EAST OF TRACKS AND 200 FT. NORTH
 NY0116'OF CATTLE CROSSING.  SET IN CORNER OF FENCE ABOUT 1/2 MI. WEST OF J.F.
 NY0116'SHERRARD RANCH HOUSE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0184 ***********************************************************************
 NX0184  DESIGNATION -  A 696
 NX0184  PID         -  NX0184
 NX0184  STATE/COUNTY-  OR/HARNEY
 NX0184  USGS QUAD   -  VAN HORN BASIN (1981)
 NX0184
 NX0184                         *CURRENT SURVEY CONTROL
 NX0184  ___________________________________________________________________
 NX0184* NAD 83(1986)-  42 00 07.     (N)    118 38 01.     (W)     SCALED    
 NX0184* NAVD 88     -      1299.035  (meters)    4261.92   (feet)  ADJUSTED  
 NX0184  ___________________________________________________________________
 NX0184  GEOID HEIGHT-         -19.82  (meters)                     GEOID03
 NX0184  DYNAMIC HT  -        1298.200 (meters)    4259.18  (feet)  COMP
 NX0184  MODELED GRAV-     979,933.8   (mgal)                       NAVD 88
 NX0184
 NX0184  VERT ORDER  -  FIRST     CLASS II
 NX0184
 NX0184.The horizontal coordinates were scaled from a topographic map and have
 NX0184.an estimated accuracy of +/- 6 seconds.
 NX0184
 NX0184.The orthometric height was determined by differential leveling
 NX0184.and adjusted in June 1991.
 NX0184
 NX0184.The geoid height was determined by GEOID03.
 NX0184
 NX0184.The dynamic height is computed by dividing the NAVD 88
 NX0184.geopotential number by the normal gravity value computed on the
 NX0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0184.degrees latitude (g = 980.6199 gals.).
 NX0184
 NX0184.The modeled gravity was interpolated from observed gravity values.
 NX0184
 NX0184;                    North         East    Units  Estimated Accuracy
 NX0184;SPC OR S     -    38,970.    1,654,630.      MT  (+/- 180 meters Scaled)
 NX0184
 NX0184                          SUPERSEDED SURVEY CONTROL
 NX0184
 NX0184.No superseded survey control is available for this station.
 NX0184
 NX0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG647512(NAD 83)
 NX0184_MARKER: DB = BENCH MARK DISK
 NX0184_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 NX0184+WITH SETTING: PAVEMENT
 NX0184_SP_SET: WELL CASING
 NX0184_STAMPING: A 696 1984
 NX0184_MARK LOGO: NGS   
 NX0184_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NX0184+STABILITY: POSITION/ELEVATION WELL
 NX0184
 NX0184  HISTORY     - Date     Condition        Report By
 NX0184  HISTORY     - 1984     MONUMENTED       NGS
 NX0184  HISTORY     - 1984     GOOD             NGS
 NX0184
 NX0184                          STATION DESCRIPTION
 NX0184
 NX0184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 NX0184'1.1 KM (0.7 MI) NORTH FROM DENIO NV.
 NX0184'1.08 KM (0.67 MI) NORTH ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 NX0184'DENIO NV, IN TOP OF THE SOUTHWEST CORNER OF A 4 BY 4 FOOT CONCRETE PAD
 NX0184'FOUNDATION ATTACHED TO A 320 FOOT DEEP WELL CASING, EAST ACROSS THE
 NX0184'HIGHWAY FROM A SMALL CEMETERY, 50.6 METERS (166 FT) EAST OF THE CENTER
 NX0184'OF THE ROAD, 11.0 METERS (36 FT) EAST OF POWER POLE C 151I1 WITH THREE
 NX0184'TRANSFORMERS ATTACHED, 2.0 METERS (6.5 FT) NORTHWEST OF THE SOUTHEAST
 NX0184'CORNER OF A RAIL FENCE AROUND THE WELL AND 0.5 METER (1.5 FT)
 NX0184'SOUTHWEST OF THE SOUTHWEST EDGE OF A PUMP.
 NX0184'THE MARK IS 0.4 M BELOW THE ROAD.
 NX0184
 NX0184                          STATION RECOVERY (1984)
 NX0184
 NX0184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NX0184'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0208 ***********************************************************************
 NX0208  DESIGNATION -  A 697
 NX0208  PID         -  NX0208
 NX0208  STATE/COUNTY-  OR/HARNEY
 NX0208  USGS QUAD   -  ALVORD HOT SPRINGS (1979)
 NX0208
 NX0208                         *CURRENT SURVEY CONTROL
 NX0208  ___________________________________________________________________
 NX0208* NAD 83(1986)-  42 32 07.     (N)    118 31 57.     (W)     SCALED    
 NX0208* NAVD 88     -      1237.730  (meters)    4060.79   (feet)  ADJUSTED  
 NX0208  ___________________________________________________________________
 NX0208  GEOID HEIGHT-         -19.23  (meters)                     GEOID03
 NX0208  DYNAMIC HT  -        1236.995 (meters)    4058.37  (feet)  COMP
 NX0208  MODELED GRAV-     979,985.4   (mgal)                       NAVD 88
 NX0208
 NX0208  VERT ORDER  -  FIRST     CLASS II
 NX0208
 NX0208.The horizontal coordinates were scaled from a topographic map and have
 NX0208.an estimated accuracy of +/- 6 seconds.
 NX0208
 NX0208.The orthometric height was determined by differential leveling
 NX0208.and adjusted in June 1991.
 NX0208
 NX0208.The geoid height was determined by GEOID03.
 NX0208
 NX0208.The dynamic height is computed by dividing the NAVD 88
 NX0208.geopotential number by the normal gravity value computed on the
 NX0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0208.degrees latitude (g = 980.6199 gals.).
 NX0208
 NX0208.The modeled gravity was interpolated from observed gravity values.
 NX0208
 NX0208;                    North         East    Units  Estimated Accuracy
 NX0208;SPC OR S     -    98,390.    1,661,610.      MT  (+/- 180 meters Scaled)
 NX0208
 NX0208                          SUPERSEDED SURVEY CONTROL
 NX0208
 NX0208.No superseded survey control is available for this station.
 NX0208
 NX0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH741103(NAD 83)
 NX0208_MARKER: I = METAL ROD
 NX0208_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NX0208_SP_SET: STAINLESS STEEL ROD
 NX0208_STAMPING: A 697 1984
 NX0208_MARK LOGO: NGS   
 NX0208_PROJECTION: FLUSH
 NX0208_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NX0208_ROD/PIPE-DEPTH: 7.3  meters
 NX0208
 NX0208  HISTORY     - Date     Condition        Report By
 NX0208  HISTORY     - 1984     MONUMENTED       NGS
 NX0208
 NX0208                          STATION DESCRIPTION
 NX0208
 NX0208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 NX0208'36.1 KM (22.4 MI) NORTH FROM FIELDS.
 NX0208'36.13 KM (22.45 MI) NORTH ALONG THE WINNEMUCCA CRANE ROAD FROM THE
 NX0208'POST OFFICE AT FIELDS, NEAR A POWER LINE CROSSING, 1.07 KM (0.66 MI)
 NX0208'SOUTH OF THE ALVORD HOT SPRINGS TUBS, 16.2 METERS (53 FT) NORTHEAST OF
 NX0208'THE CENTER OF THE ROAD, 105.1 METERS (345 FT) SOUTHEAST OF THE
 NX0208'NORTHEAST END OF A 18-INCH CORRUGATED METAL PIPE CULVERT AND
 NX0208'27.1 METERS (89 FT) NORTHEAST ACROSS THE ROAD FROM POWER POLE
 NX0208'A3851155.
 NX0208'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 NX0208'THE MARK IS 1.0 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0233 ***********************************************************************
 NX0233  DESIGNATION -  A 698
 NX0233  PID         -  NX0233
 NX0233  STATE/COUNTY-  OR/HARNEY
 NX0233  USGS QUAD   -  JUNIPER LAKE (1981)
 NX0233
 NX0233                         *CURRENT SURVEY CONTROL
 NX0233  ___________________________________________________________________
 NX0233* NAD 83(1986)-  42 59 04.     (N)    118 17 07.     (W)     SCALED    
 NX0233* NAVD 88     -      1276.399  (meters)    4187.65   (feet)  ADJUSTED  
 NX0233  ___________________________________________________________________
 NX0233  GEOID HEIGHT-         -18.45  (meters)                     GEOID03
 NX0233  DYNAMIC HT  -        1275.705 (meters)    4185.38  (feet)  COMP
 NX0233  MODELED GRAV-     980,032.2   (mgal)                       NAVD 88
 NX0233
 NX0233  VERT ORDER  -  FIRST     CLASS II
 NX0233
 NX0233.The horizontal coordinates were scaled from a topographic map and have
 NX0233.an estimated accuracy of +/- 6 seconds.
 NX0233
 NX0233.The orthometric height was determined by differential leveling
 NX0233.and adjusted in June 1991.
 NX0233
 NX0233.The geoid height was determined by GEOID03.
 NX0233
 NX0233.The dynamic height is computed by dividing the NAVD 88
 NX0233.geopotential number by the normal gravity value computed on the
 NX0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0233.degrees latitude (g = 980.6199 gals.).
 NX0233
 NX0233.The modeled gravity was interpolated from observed gravity values.
 NX0233
 NX0233;                    North         East    Units  Estimated Accuracy
 NX0233;SPC OR S     -   148,770.    1,680,600.      MT  (+/- 180 meters Scaled)
 NX0233
 NX0233                          SUPERSEDED SURVEY CONTROL
 NX0233
 NX0233.No superseded survey control is available for this station.
 NX0233
 NX0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH952598(NAD 83)
 NX0233_MARKER: I = METAL ROD
 NX0233_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NX0233_SP_SET: STAINLESS STEEL ROD
 NX0233_STAMPING: A 698 1984
 NX0233_MARK LOGO: NGS   
 NX0233_PROJECTION: FLUSH
 NX0233_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NX0233_ROD/PIPE-DEPTH: 3.6  meters
 NX0233
 NX0233  HISTORY     - Date     Condition        Report By
 NX0233  HISTORY     - 1984     MONUMENTED       NGS
 NX0233
 NX0233                          STATION DESCRIPTION
 NX0233
 NX0233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 NX0233'55.5 KM (34.5 MI) SOUTH FROM NEW PRINCETON.
 NX0233'44.14 KM (27.43 MI) SOUTHEAST ALONG STATE HIGHWAY 78 FROM THE POST
 NX0233'OFFICE AT NEW PRINCETON, THENCE 11.35 KM (7.05 MI) SOUTH ALONG THE
 NX0233'WINNEMUCCA CRANE ROAD, IN THE SOUTHWEST CORNER OF THE T JUNCTION OF A
 NX0233'TRACK ROAD LEADING WEST TO THE SOUTH END OF TEN CENT LAKE, 18.9 METERS
 NX0233'(62 FT) NORTHWEST OF THE CENTER OF THE MAIN ROAD, 14.3 METERS (47 FT)
 NX0233'SOUTHWEST OF THE CENTER OF THE TRACK ROAD AND 8.8 METERS (29 FT)
 NX0233'NORTHEAST OF POWER POLE P228.
 NX0233'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 NX0233'THE MARK IS 0.3 M BELOW THE MAIN ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0583 ***********************************************************************
 PA0583  CBN         -  This is a Cooperative Base Network Control Station.
 PA0583  DESIGNATION -  A 699
 PA0583  PID         -  PA0583
 PA0583  STATE/COUNTY-  OR/HARNEY
 PA0583  USGS QUAD   -  SAND GAP (1977)
 PA0583
 PA0583                         *CURRENT SURVEY CONTROL
 PA0583  ___________________________________________________________________
 PA0583* NAD 83(2007)-  43 12 59.24787(N)    118 27 03.95863(W)     ADJUSTED  
 PA0583* NAVD 88     -      1257.177  (meters)    4124.59   (feet)  ADJUSTED  
 PA0583  ___________________________________________________________________
 PA0583  EPOCH DATE  -        2007.00
 PA0583  X           -  -2,218,359.436 (meters)                     COMP
 PA0583  Y           -  -4,094,038.558 (meters)                     COMP
 PA0583  Z           -   4,345,905.932 (meters)                     COMP
 PA0583  LAPLACE CORR-           3.64  (seconds)                    DEFLEC99
 PA0583  ELLIP HEIGHT-        1238.518 (meters)          (02/10/07) ADJUSTED
 PA0583  GEOID HEIGHT-         -18.65  (meters)                     GEOID03
 PA0583  DYNAMIC HT  -        1256.539 (meters)    4122.49  (feet)  COMP
 PA0583
 PA0583  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 PA0583  Type    PID    Designation                      North   East  Ellip
 PA0583  -------------------------------------------------------------------
 PA0583  NETWORK PA0583 A 699                             0.67   0.51   1.53
 PA0583  -------------------------------------------------------------------
 PA0583  MODELED GRAV-     980,068.5   (mgal)                       NAVD 88
 PA0583
 PA0583  VERT ORDER  -  FIRST     CLASS II
 PA0583
 PA0583.The horizontal coordinates were established by GPS observations
 PA0583.and adjusted by the National Geodetic Survey in February 2007.
 PA0583
 PA0583.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 PA0583.See www.ngs.noaa.gov/NationalReadjustment for more information.
 PA0583.The horizontal coordinates are valid at the epoch date displayed above.
 PA0583.The epoch date for horizontal control is a decimal equivalence
 PA0583.of Year/Month/Day.
 PA0583
 PA0583.The orthometric height was determined by differential leveling
 PA0583.and adjusted in June 1991.
 PA0583
 PA0583.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PA0583
 PA0583.The Laplace correction was computed from DEFLEC99 derived deflections.
 PA0583
 PA0583.The ellipsoidal height was determined by GPS observations
 PA0583.and is referenced to NAD 83.
 PA0583
 PA0583.The geoid height was determined by GEOID03.
 PA0583
 PA0583.The dynamic height is computed by dividing the NAVD 88
 PA0583.geopotential number by the normal gravity value computed on the
 PA0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0583.degrees latitude (g = 980.6199 gals.).
 PA0583
 PA0583.The modeled gravity was interpolated from observed gravity values.
 PA0583
 PA0583;                    North         East     Units Scale Factor Converg.
 PA0583;SPC OR S     -   174,190.656 1,666,447.566   MT  0.99989496   +1 24 06.3
 PA0583;SPC OR S     -   571,491.65  5,467,347.66   iFT  0.99989496   +1 24 06.3
 PA0583;UTM  11      - 4,785,874.634   382,138.490   MT  0.99977088   -0 59 37.6
 PA0583
 PA0583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PA0583!SPC OR S     -   0.99980581  x   0.99989496  =   0.99970079
 PA0583!UTM  11      -   0.99980581  x   0.99977088  =   0.99957674
 PA0583
 PA0583                          SUPERSEDED SURVEY CONTROL
 PA0583
 PA0583  NAD 83(1998)-  43 12 59.24729(N)    118 27 03.95774(W) AD(       ) A
 PA0583  ELLIP H (04/24/00) 1238.523  (m)                       GP(       ) 3 1
 PA0583  NAD 83(1991)-  43 12 59.24552(N)    118 27 03.95597(W) AD(       ) B
 PA0583  ELLIP H (10/13/99) 1238.639  (m)                       GP(       ) 3 1
 PA0583  NAVD 88 (10/13/99) 1257.18   (m)         4124.6    (f) LEVELING    3  
 PA0583
 PA0583.Superseded values are not recommended for survey control.
 PA0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0583.See file dsdata.txt to determine how the superseded data were derived.
 PA0583
 PA0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH8213885875(NAD 83)
 PA0583_MARKER: DV = VERTICAL CONTROL DISK
 PA0583_SETTING: 66 = SET IN ROCK OUTCROP
 PA0583_SP_SET: ROCK OUTCROP
 PA0583_STAMPING: A 699 1984
 PA0583_MARK LOGO: NGS   
 PA0583_MAGNETIC: N = NO MAGNETIC MATERIAL
 PA0583_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PA0583+STABILITY: POSITION/ELEVATION WELL
 PA0583_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PA0583+SATELLITE: SATELLITE OBSERVATIONS - June 02, 1998
 PA0583
 PA0583  HISTORY     - Date     Condition        Report By
 PA0583  HISTORY     - 1984     MONUMENTED       NGS
 PA0583  HISTORY     - 19980602 GOOD             BLM
 PA0583
 PA0583                          STATION DESCRIPTION
 PA0583
 PA0583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PA0583'13.2 KM (8.2 MI) SOUTH FROM NEW PRINCETON.
 PA0583'13.24 KM (8.23 MI) SOUTHEAST ALONG STATE HIGHWAY 78 FROM THE POST
 PA0583'OFFICE AT NEW PRINCETON, IN THE TOP CENTER OF A 4 BY 6 FOOT PORTION OF
 PA0583'GRAY OUTCROP PROJECTING 1 FOOT ABOVE THE SURFACE OF THE GROUND, NEAR
 PA0583'THE APPROXIMATE CENTER OF A SMALL GROUP OF BOULDERS, 0.89 KM (0.55 MI)
 PA0583'SOUTHEAST OF THE T JUNCTION OF A DIRT ROAD LEADING NORTH TO A BORROW
 PA0583'PIT, 0.19 KM (0.12 MI) NORTHWEST OF MILEPOST 46, 37.8 METERS (124 FT)
 PA0583'SOUTHWEST OF THE HIGHWAY CENTERLINE, 29.6 METERS (97 FT) SOUTH OF A
 PA0583'TELEPHONE POLE AND 21.3 METERS (70 FT) SOUTHWEST OF THE RIGHT OF WAY
 PA0583'FENCE.
 PA0583'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 PA0583'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 PA0583
 PA0583                          STATION RECOVERY (1998)
 PA0583
 PA0583'RECOVERY NOTE BY BUREAU OF LAND MANAGEMENT 1998 (KWB)
 PA0583'THE STATION IS LOCATED ABOUT 13.2 KM (8.20 MI) SOUTHEAST OF NEW
 PA0583'PRINCETON, ON THE SOUTHWEST SIDE OF STATE HIGHWAY 78, 0.89 KM (0.55
 PA0583'MI) SOUTHEAST OF THE T JUNCTION OF A DIRT ROAD LEADING NORTH TO A
 PA0583'BORROW PIT, 0.19 KM (0.10 MI) NORTHWEST OF HIGHWAY MILEPOST 46, IN
 PA0583'OPEN PASTURE IN A SMALL EXPOSURE OF OUTCROP IN THE APPROXIMATE CENTER
 PA0583'OF A SMALL GROUP OF BOULDERS.  OWNERSHIP--EVELYN HAMM, 8215 HUNNICUT
 PA0583'ROAD, DALLAS, TX 75228.  TO REACH THE STATION FROM THE JUNCTION OF
 PA0583'STATE HIGHWAY 78 AND HARNEY COUNTY ROAD 404 AT NEW PRINCETON, GO
 PA0583'SOUTHEAST ON STATE HIGHWAY 78 FOR 12.95 KM (8.05 MI) TO THE STATION ON
 PA0583'THE RIGHT.  THE STATION IS A STANDARD DISK SET IN A DRILL HOLE IN THE
 PA0583'TOP CENTER OF A 122 CM BY 183 CM EXPOSURE OF GREY OUTCROP PROJECTING
 PA0583'30 CM ABOVE THE GROUND.  IT IS 67.1 M (220.1 FT) WEST AND ACROSS THE
 PA0583'HIGHWAY FROM POWER POLE NUMBER A 391 AND IS THE FIRST POWER POLE
 PA0583'NORTHWEST OF MILEPOST 46, 38.1 M (125.0 FT) SOUTHWEST FROM THE CENTER
 PA0583'OF THE HIGHWAY, 21.6 M (70.9 FT) SOUTHWEST FROM THE RIGHT-OF-WAY
 PA0583'FENCE, 0.3 M (1.0 FT) NORTHWEST FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0107 ***********************************************************************
 PC0107  DESIGNATION -  A 7
 PC0107  PID         -  PC0107
 PC0107  STATE/COUNTY-  OR/DOUGLAS
 PC0107  USGS QUAD   -  HAMAKER BUTTE (1985)
 PC0107
 PC0107                         *CURRENT SURVEY CONTROL
 PC0107  ___________________________________________________________________
 PC0107* NAD 83(1986)-  43 02 57.     (N)    122 20 53.     (W)     SCALED    
 PC0107* NAVD 88     -      1204.876  (meters)    3953.00   (feet)  ADJUSTED  
 PC0107  ___________________________________________________________________
 PC0107  GEOID HEIGHT-         -22.24  (meters)                     GEOID03
 PC0107  DYNAMIC HT  -        1204.264 (meters)    3950.99  (feet)  COMP
 PC0107  MODELED GRAV-     980,071.3   (mgal)                       NAVD 88
 PC0107
 PC0107  VERT ORDER  -  SECOND    CLASS 0
 PC0107
 PC0107.The horizontal coordinates were scaled from a topographic map and have
 PC0107.an estimated accuracy of +/- 6 seconds.
 PC0107
 PC0107.The orthometric height was determined by differential leveling
 PC0107.and adjusted in June 1991.
 PC0107
 PC0107.The geoid height was determined by GEOID03.
 PC0107
 PC0107.The dynamic height is computed by dividing the NAVD 88
 PC0107.geopotential number by the normal gravity value computed on the
 PC0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0107.degrees latitude (g = 980.6199 gals.).
 PC0107
 PC0107.The modeled gravity was interpolated from observed gravity values.
 PC0107
 PC0107;                    North         East    Units  Estimated Accuracy
 PC0107;SPC OR S     -   155,230.    1,349,460.      MT  (+/- 180 meters Scaled)
 PC0107
 PC0107                          SUPERSEDED SURVEY CONTROL
 PC0107
 PC0107  NGVD 29 (??/??/92) 1203.629  (m)         3948.91   (f) ADJ UNCH    2 0
 PC0107
 PC0107.Superseded values are not recommended for survey control.
 PC0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0107.See file dsdata.txt to determine how the superseded data were derived.
 PC0107
 PC0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN530664(NAD 83)
 PC0107_MARKER: DD = SURVEY DISK
 PC0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PC0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0107+STABILITY: SURFACE MOTION
 PC0107
 PC0107  HISTORY     - Date     Condition        Report By
 PC0107  HISTORY     - UNK      MONUMENTED       BPR
 PC0107  HISTORY     - 1969     GOOD             NGS
 PC0107
 PC0107                          STATION DESCRIPTION
 PC0107
 PC0107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 PC0107'11.7 MI NE FROM UNION CREEK.
 PC0107'1.3 MILES NORTHEAST ALONG STATE HIGHWAY 62 FROM THE UNION CREEK RANGER
 PC0107'STATION TO THE JUNCTION WITH STATE HIGHWAY 230, THENCE NORTHEAST ALONG
 PC0107'STATE HIGHWAY 230 FOR 10.4 MILES TO THE BENCH MARK ON THE RIGHT, 13.2
 PC0107'MILES SOUTHWEST OF THE JUNCTION OF STATE HIGHWAYS 138 AND 230, 0.5
 PC0107'MILE SOUTH OF MILE POST NO. 11, 0.2 MILE NORTH OF THE BRIDGE OVER MUIR
 PC0107'CREEK, 37 FEET EAST OF THE CENTER OF THE HIGHWAY, ON THE OUTSIDE OF A
 PC0107'CURVE, 9 FEET NORTH OF A 6-FOOT FIR TREE WITH THE LETTERS BM PAINTED
 PC0107'ON IT, 1 FOOT SOUTH OF A METAL WITNESS POST AND 4 FEET LOWER THAN THE
 PC0107'HIGHWAY SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3
 PC0107'INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0619 ***********************************************************************
 QC0619  DESIGNATION -  A 70
 QC0619  PID         -  QC0619
 QC0619  STATE/COUNTY-  OR/WHEELER
 QC0619  USGS QUAD   -  TUBB SPRING (1990)
 QC0619
 QC0619                         *CURRENT SURVEY CONTROL
 QC0619  ___________________________________________________________________
 QC0619* NAD 83(1986)-  44 33 40.     (N)    119 50 32.     (W)     SCALED    
 QC0619* NAVD 88     -      1075.712  (meters)    3529.23   (feet)  ADJUSTED  
 QC0619  ___________________________________________________________________
 QC0619  GEOID HEIGHT-         -19.19  (meters)                     GEOID03
 QC0619  DYNAMIC HT  -        1075.342 (meters)    3528.02  (feet)  COMP
 QC0619  MODELED GRAV-     980,237.5   (mgal)                       NAVD 88
 QC0619
 QC0619  VERT ORDER  -  FIRST     CLASS II
 QC0619
 QC0619.The horizontal coordinates were scaled from a topographic map and have
 QC0619.an estimated accuracy of +/- 6 seconds.
 QC0619
 QC0619.The orthometric height was determined by differential leveling
 QC0619.and adjusted in June 1991.
 QC0619
 QC0619.The geoid height was determined by GEOID03.
 QC0619
 QC0619.The dynamic height is computed by dividing the NAVD 88
 QC0619.geopotential number by the normal gravity value computed on the
 QC0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0619.degrees latitude (g = 980.6199 gals.).
 QC0619
 QC0619.The modeled gravity was interpolated from observed gravity values.
 QC0619
 QC0619;                    North         East    Units  Estimated Accuracy
 QC0619;SPC OR N     -    99,610.    2,552,260.      MT  (+/- 180 meters Scaled)
 QC0619
 QC0619                          SUPERSEDED SURVEY CONTROL
 QC0619
 QC0619  NGVD 29 (??/??/92) 1074.523  (m)         3525.33   (f) ADJ UNCH    1 2
 QC0619
 QC0619.Superseded values are not recommended for survey control.
 QC0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0619.See file dsdata.txt to determine how the superseded data were derived.
 QC0619
 QC0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKK742381(NAD 83)
 QC0619_MARKER: DB = BENCH MARK DISK
 QC0619_SETTING: 66 = SET IN ROCK OUTCROP
 QC0619_SP_SET: ROCK SHELF
 QC0619_STAMPING: 3525.580 A 70 1931
 QC0619_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QC0619+STABILITY: POSITION/ELEVATION WELL
 QC0619
 QC0619  HISTORY     - Date     Condition        Report By
 QC0619  HISTORY     - 1931     MONUMENTED       CGS
 QC0619  HISTORY     - 1935     GOOD             NGS
 QC0619  HISTORY     - 19860611 MARK NOT FOUND   USGS
 QC0619  HISTORY     - 19860611 MARK NOT FOUND   USPSQD
 QC0619  HISTORY     - 19870710 MARK NOT FOUND   NGS
 QC0619
 QC0619                          STATION DESCRIPTION
 QC0619
 QC0619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 QC0619'12.5 MI W FROM PICTURE GORGE.
 QC0619'IN WHEELER COUNTY, 12.5 MILES WEST ALONG THE OCHOCO HIGHWAY FROM
 QC0619'PICTURE GORGE, GRANT COUNTY, 84 FEET SOUTHEAST OF THE HIGHWAY
 QC0619'CENTERLINE AND ACROSS THE CREEK, OPPOSITE THE NORTHEAST END OF THE
 QC0619'FIRST CURVE SOUTHWEST OF AN ABANDONED ROCK QUARRY, ABOUT 20 FEET
 QC0619'SOUTHWEST OF A TALUS SLOPE AT THE NORTHEAST END OF A 60 DEGREE ROCK
 QC0619'SLOPE, 6 FEET ABOVE THE CREEK BED AND ABOUT 2 FEET BELOW THE HIGHWAY,
 QC0619'IN A SMALL ROCK SHELF.  A STANDARD DISK STAMPED 3525.580 A 70 1931.
 QC0619
 QC0619                          STATION RECOVERY (1986)
 QC0619
 QC0619'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (WDS)
 QC0619'MARK NOT FOUND.
 QC0619
 QC0619                          STATION RECOVERY (1986)
 QC0619
 QC0619'RECOVERY NOTE BY US POWER SQUADRON 1986 (WDS)
 QC0619'MARK NOT FOUND.
 QC0619
 QC0619                          STATION RECOVERY (1987)
 QC0619
 QC0619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QC0619'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0608 ***********************************************************************
 PA0608  DESIGNATION -  A 700
 PA0608  PID         -  PA0608
 PA0608  STATE/COUNTY-  OR/HARNEY
 PA0608  USGS QUAD   -  LAWEN (1990)
 PA0608
 PA0608                         *CURRENT SURVEY CONTROL
 PA0608  ___________________________________________________________________
 PA0608* NAD 83(1986)-  43 29 26.     (N)    118 51 10.     (W)     SCALED    
 PA0608* NAVD 88     -      1255.050  (meters)    4117.61   (feet)  ADJUSTED  
 PA0608  ___________________________________________________________________
 PA0608  GEOID HEIGHT-         -19.17  (meters)                     GEOID03
 PA0608  DYNAMIC HT  -        1254.427 (meters)    4115.57  (feet)  COMP
 PA0608  MODELED GRAV-     980,079.8   (mgal)                       NAVD 88
 PA0608
 PA0608  VERT ORDER  -  FIRST     CLASS II
 PA0608
 PA0608.The horizontal coordinates were scaled from a topographic map and have
 PA0608.an estimated accuracy of +/- 6 seconds.
 PA0608
 PA0608.The orthometric height was determined by differential leveling
 PA0608.and adjusted in June 1991.
 PA0608
 PA0608.The geoid height was determined by GEOID03.
 PA0608
 PA0608.The dynamic height is computed by dividing the NAVD 88
 PA0608.geopotential number by the normal gravity value computed on the
 PA0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0608.degrees latitude (g = 980.6199 gals.).
 PA0608
 PA0608.The modeled gravity was interpolated from observed gravity values.
 PA0608
 PA0608;                    North         East    Units  Estimated Accuracy
 PA0608;SPC OR S     -   203,910.    1,633,220.      MT  (+/- 180 meters Scaled)
 PA0608
 PA0608                          SUPERSEDED SURVEY CONTROL
 PA0608
 PA0608.No superseded survey control is available for this station.
 PA0608
 PA0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ501169(NAD 83)
 PA0608_MARKER: I = METAL ROD
 PA0608_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PA0608_SP_SET: STAINLESS STEEL ROD
 PA0608_STAMPING: A 700 1984
 PA0608_MARK LOGO: NGS   
 PA0608_PROJECTION: FLUSH
 PA0608_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PA0608_ROD/PIPE-DEPTH: 12.2 meters
 PA0608
 PA0608  HISTORY     - Date     Condition        Report By
 PA0608  HISTORY     - 1984     MONUMENTED       NGS
 PA0608
 PA0608                          STATION DESCRIPTION
 PA0608
 PA0608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PA0608'6.2 KM (3.8 MI) NW FROM LAWEN.
 PA0608'6.18 KM (3.84 MI) NORTHWEST ALONG STATE HIGHWAY 78 FROM THE POST
 PA0608'OFFICE AT LAWEN, NEAR MILEPOST 13, 1.14 KM (0.71 MI) NORTHWEST OF THE
 PA0608'INTERSECTION OF AN EAST-WEST DIRT ROAD, 15.5 METERS (51 FT) NORTHEAST
 PA0608'OF THE HIGHWAY CENTERLINE, 49.7 METERS (163 FT) EAST ACROSS THE
 PA0608'HIGHWAY FROM A FENCE CORNER, 37.5 METERS (123 FT) NORTH ACROSS THE
 PA0608'HIGHWAY FROM THE MILEPOST, 22.0 METERS (72 FT) NORTHWEST OF A
 PA0608'TELEPHONE POLE, 6.1 METERS (20 FT) SOUTHEAST OF THE SOUTHEAST GATE
 PA0608'POST FOR A WIRE GATE AND 0.9 METER (3 FT) SOUTHWEST OF THE RIGHT OF
 PA0608'WAY FENCE.
 PA0608'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 PA0608'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH1137 ***********************************************************************
 OH1137  DESIGNATION -  A 701
 OH1137  PID         -  OH1137
 OH1137  STATE/COUNTY-  OR/MALHEUR
 OH1137  USGS QUAD   -  VALE EAST (1975)
 OH1137
 OH1137                         *CURRENT SURVEY CONTROL
 OH1137  ___________________________________________________________________
 OH1137* NAD 83(1986)-  43 58 55.     (N)    117 14 02.     (W)     SCALED    
 OH1137* NAVD 88     -       687.728  (meters)    2256.32   (feet)  ADJUSTED  
 OH1137  ___________________________________________________________________
 OH1137  GEOID HEIGHT-         -17.95  (meters)                     GEOID03
 OH1137  DYNAMIC HT  -         687.517 (meters)    2255.63  (feet)  COMP
 OH1137  MODELED GRAV-     980,289.7   (mgal)                       NAVD 88
 OH1137
 OH1137  VERT ORDER  -  FIRST     CLASS II
 OH1137
 OH1137.The horizontal coordinates were scaled from a topographic map and have
 OH1137.an estimated accuracy of +/- 6 seconds.
 OH1137
 OH1137.The orthometric height was determined by differential leveling
 OH1137.and adjusted in June 1991.
 OH1137
 OH1137.The geoid height was determined by GEOID03.
 OH1137
 OH1137.The dynamic height is computed by dividing the NAVD 88
 OH1137.geopotential number by the normal gravity value computed on the
 OH1137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH1137.degrees latitude (g = 980.6199 gals.).
 OH1137
 OH1137.The modeled gravity was interpolated from observed gravity values.
 OH1137
 OH1137;                    North         East    Units  Estimated Accuracy
 OH1137;SPC OR S     -   262,310.    1,761,970.      MT  (+/- 180 meters Scaled)
 OH1137
 OH1137                          SUPERSEDED SURVEY CONTROL
 OH1137
 OH1137.No superseded survey control is available for this station.
 OH1137
 OH1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ812698(NAD 83)
 OH1137_MARKER: DB = BENCH MARK DISK
 OH1137_SETTING: 66 = SET IN ROCK OUTCROP
 OH1137_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 OH1137_STAMPING: A 701 1985
 OH1137_MARK LOGO: NGS   
 OH1137_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OH1137+STABILITY: POSITION/ELEVATION WELL
 OH1137_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OH1137+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2007
 OH1137
 OH1137  HISTORY     - Date     Condition        Report By
 OH1137  HISTORY     - 1985     MONUMENTED       NGS
 OH1137  HISTORY     - 19890821 GOOD             LOCSUR
 OH1137  HISTORY     - 20070714 GOOD             NGS
 OH1137
 OH1137                          STATION DESCRIPTION
 OH1137
 OH1137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OH1137'0.5 KM (0.3 MI) EAST FROM VALE.
 OH1137'0.51 KM (0.32 MI) EAST ALONG US HIGHWAYS 20 AND 26 FROM THE JUNCTION
 OH1137'OF MAIN STREET AT VALE, ON THE NORTH SIDE OF A 10 BY 10 FOOT SLOPING
 OH1137'PORTION OF OUTCROP PROJECTING 3 FEET ABOVE THE NORTH SLOPE OF A ROCKY
 OH1137'HILL, 0.53 KM (0.33 MI) WEST OF MILEPOST 247, 20.1 METERS (66 FT)
 OH1137'SOUTHEAST OF THE HIGHWAY CENTERLINE, 22.9 METERS (75 FT) EAST OF THE
 OH1137'CENTER OF A DIRT ROAD LEADING SOUTH, 7.9 METERS (26 FT) SOUTHEAST OF A
 OH1137'FENCE, 2.1 METERS (7 FT) NORTH OF THE HIGHEST POINT OF THE OUTCROP AND
 OH1137'0.5 METER (1.5 FT) WEST OF THE EAST EDGE OF THE OUTCROP.
 OH1137'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 OH1137'THE MARK IS 1.8 M ABOVE THE HIGHWAY.
 OH1137
 OH1137                          STATION RECOVERY (1989)
 OH1137
 OH1137'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989
 OH1137'RECOVERED IN GOOD CONDITION.
 OH1137
 OH1137                          STATION RECOVERY (2007)
 OH1137
 OH1137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2007 (DW)
 OH1137'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB1151 ***********************************************************************
 QB1151  DESIGNATION -  A 702
 QB1151  PID         -  QB1151
 QB1151  STATE/COUNTY-  OR/MALHEUR
 QB1151  USGS QUAD   -  COW VALLEY EAST (1990)
 QB1151
 QB1151                         *CURRENT SURVEY CONTROL
 QB1151  ___________________________________________________________________
 QB1151* NAD 83(1986)-  44 15 55.     (N)    117 38 26.     (W)     SCALED    
 QB1151* NAVD 88     -      1151.625  (meters)    3778.29   (feet)  ADJUSTED  
 QB1151  ___________________________________________________________________
 QB1151  GEOID HEIGHT-         -17.41  (meters)                     GEOID03
 QB1151  DYNAMIC HT  -        1151.197 (meters)    3776.89  (feet)  COMP
 QB1151  MODELED GRAV-     980,206.9   (mgal)                       NAVD 88
 QB1151
 QB1151  VERT ORDER  -  FIRST     CLASS II
 QB1151
 QB1151.The horizontal coordinates were scaled from a topographic map and have
 QB1151.an estimated accuracy of +/- 6 seconds.
 QB1151
 QB1151.The orthometric height was determined by differential leveling
 QB1151.and adjusted in June 1991.
 QB1151
 QB1151.The geoid height was determined by GEOID03.
 QB1151
 QB1151.The dynamic height is computed by dividing the NAVD 88
 QB1151.geopotential number by the normal gravity value computed on the
 QB1151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB1151.degrees latitude (g = 980.6199 gals.).
 QB1151
 QB1151.The modeled gravity was interpolated from observed gravity values.
 QB1151
 QB1151;                    North         East    Units  Estimated Accuracy
 QB1151;SPC OR S     -   292,580.    1,728,290.      MT  (+/- 180 meters Scaled)
 QB1151
 QB1151                          SUPERSEDED SURVEY CONTROL
 QB1151
 QB1151.No superseded survey control is available for this station.
 QB1151
 QB1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK488015(NAD 83)
 QB1151_MARKER: DB = BENCH MARK DISK
 QB1151_SETTING: 66 = SET IN ROCK OUTCROP
 QB1151_SP_SET: ROCK OUTCROP
 QB1151_STAMPING: A 702 1985
 QB1151_MARK LOGO: NGS   
 QB1151_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QB1151+STABILITY: POSITION/ELEVATION WELL
 QB1151
 QB1151  HISTORY     - Date     Condition        Report By
 QB1151  HISTORY     - 1985     MONUMENTED       NGS
 QB1151
 QB1151                          STATION DESCRIPTION
 QB1151
 QB1151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QB1151'11.1 KM (6.9 MI) NW FROM BROGAN.
 QB1151'11.05 KM (6.87 MI) NORTHWEST ALONG US HIGHWAY 26 FROM THE POST OFFICE
 QB1151'AT BROGAN, IN THE TOP CENTER OF A 4 BY 6 FOOT PORTION OF OUTCROP
 QB1151'PROJECTING 0.5 FOOT ABOVE THE EAST END OF A LOW CUT, 0.62 KM (0.39 MI)
 QB1151'SOUTHEAST OF MILEPOST 247, 24.1 METERS (79 FT) SOUTH OF THE HIGHWAY
 QB1151'CENTERLINE, 22.6 METERS (74 FT) NORTHEAST OF POWER POLE 599,
 QB1151'12.2 METERS (40 FT) WEST OF THE CENTER OF A SMALL WASH AND 11.9 METERS
 QB1151'(39 FT) NORTH OF THE RIGHT OF WAY FENCE.
 QB1151'THE MARK IS 0.4 METERS  W FROM  A WITNESS POST
 QB1151'THE MARK IS 2.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0774 ***********************************************************************
 QC0774  DESIGNATION -  A 703
 QC0774  PID         -  QC0774
 QC0774  STATE/COUNTY-  OR/BAKER
 QC0774  USGS QUAD   -  HEREFORD (1972)
 QC0774
 QC0774                         *CURRENT SURVEY CONTROL
 QC0774  ___________________________________________________________________
 QC0774* NAD 83(1986)-  44 23 31.     (N)    118 06 50.     (W)     SCALED    
 QC0774* NAVD 88     -      1261.914  (meters)    4140.13   (feet)  ADJUSTED  
 QC0774  ___________________________________________________________________
 QC0774  GEOID HEIGHT-         -17.52  (meters)                     GEOID03
 QC0774  DYNAMIC HT  -        1261.387 (meters)    4138.40  (feet)  COMP
 QC0774  MODELED GRAV-     980,157.1   (mgal)                       NAVD 88
 QC0774
 QC0774  VERT ORDER  -  FIRST     CLASS II
 QC0774
 QC0774.The horizontal coordinates were scaled from a topographic map and have
 QC0774.an estimated accuracy of +/- 6 seconds.
 QC0774
 QC0774.The orthometric height was determined by differential leveling
 QC0774.and adjusted in June 1991.
 QC0774
 QC0774.The geoid height was determined by GEOID03.
 QC0774
 QC0774.The dynamic height is computed by dividing the NAVD 88
 QC0774.geopotential number by the normal gravity value computed on the
 QC0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0774.degrees latitude (g = 980.6199 gals.).
 QC0774
 QC0774.The modeled gravity was interpolated from observed gravity values.
 QC0774
 QC0774;                    North         East    Units  Estimated Accuracy
 QC0774;SPC OR N     -    83,400.    2,690,090.      MT  (+/- 180 meters Scaled)
 QC0774
 QC0774                          SUPERSEDED SURVEY CONTROL
 QC0774
 QC0774.No superseded survey control is available for this station.
 QC0774
 QC0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK112160(NAD 83)
 QC0774_MARKER: DB = BENCH MARK DISK
 QC0774_SETTING: 66 = SET IN ROCK OUTCROP
 QC0774_SP_SET: ROCK OUTCROP
 QC0774_STAMPING: A 703 1985
 QC0774_MARK LOGO: NGS   
 QC0774_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QC0774+STABILITY: POSITION/ELEVATION WELL
 QC0774
 QC0774  HISTORY     - Date     Condition        Report By
 QC0774  HISTORY     - 1985     MONUMENTED       NGS
 QC0774
 QC0774                          STATION DESCRIPTION
 QC0774
 QC0774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QC0774'10.2 KM (6.35 MI) SE FROM UNITY.
 QC0774'10.16 KM (6.31 MI) SOUTHEAST ALONG US HIGHWAY 26 FROM THE POST OFFICE
 QC0774'AT UNITY, IN TOP OF A 2 BY 4 FOOT SLOPING SHELF FOR A 5 BY 6 FOOT
 QC0774'PORTION OF OUTCROP, IN THE EAST SLOPE AT THE SOUTHEAST BASE OF A
 QC0774'MASSIVE OUTCROP RIDGE, AT THE NORTH END OF A LARGE PULLOUT, 0.32 KM
 QC0774'(0.20 MI) NORTH OF MILEPOST 219, 8.8 METERS (29 FT) WEST OF THE
 QC0774'HIGHWAY CENTERLINE, 36.0 METERS (118 FT) SOUTH OF AN S CURVE 35 MPH
 QC0774'WARNING SIGN AND 0.3 METER (1 FT) WEST OF THE ABRUPT EDGE OF THE EAST
 QC0774'FACE OF THE OUTCROP.
 QC0774'THE MARK IS 0.8 METERS  NW FROM  A WITNESS POST
 QC0774'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0750 ***********************************************************************
 QC0750  DESIGNATION -  A 704
 QC0750  PID         -  QC0750
 QC0750  STATE/COUNTY-  OR/GRANT
 QC0750  USGS QUAD   -  AUSTIN (1983)
 QC0750
 QC0750                         *CURRENT SURVEY CONTROL
 QC0750  ___________________________________________________________________
 QC0750* NAD 83(1986)-  44 34 21.     (N)    118 23 36.     (W)     SCALED    
 QC0750* NAVD 88     -      1349.811  (meters)    4428.50   (feet)  ADJUSTED  
 QC0750  ___________________________________________________________________
 QC0750  GEOID HEIGHT-         -17.34  (meters)                     GEOID03
 QC0750  DYNAMIC HT  -        1349.259 (meters)    4426.69  (feet)  COMP
 QC0750  MODELED GRAV-     980,161.9   (mgal)                       NAVD 88
 QC0750
 QC0750  VERT ORDER  -  FIRST     CLASS II
 QC0750
 QC0750.The horizontal coordinates were scaled from a topographic map and have
 QC0750.an estimated accuracy of +/- 6 seconds.
 QC0750
 QC0750.The orthometric height was determined by differential leveling
 QC0750.and adjusted in June 1991.
 QC0750
 QC0750.The geoid height was determined by GEOID03.
 QC0750
 QC0750.The dynamic height is computed by dividing the NAVD 88
 QC0750.geopotential number by the normal gravity value computed on the
 QC0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0750.degrees latitude (g = 980.6199 gals.).
 QC0750
 QC0750.The modeled gravity was interpolated from observed gravity values.
 QC0750
 QC0750;                    North         East    Units  Estimated Accuracy
 QC0750;SPC OR N     -   102,840.    2,667,310.      MT  (+/- 180 meters Scaled)
 QC0750
 QC0750                          SUPERSEDED SURVEY CONTROL
 QC0750
 QC0750.No superseded survey control is available for this station.
 QC0750
 QC0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK893364(NAD 83)
 QC0750_MARKER: DB = BENCH MARK DISK
 QC0750_SETTING: 66 = SET IN ROCK OUTCROP
 QC0750_SP_SET: ROCK OUTCROP
 QC0750_STAMPING: A 704 1985
 QC0750_MARK LOGO: NGS   
 QC0750_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QC0750
 QC0750  HISTORY     - Date     Condition        Report By
 QC0750  HISTORY     - 1985     MONUMENTED       NGS
 QC0750
 QC0750                          STATION DESCRIPTION
 QC0750
 QC0750'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QC0750'24.7 KM (15.35 MI) NW FROM UNITY.
 QC0750'24.66 KM (15.33 MI) NORTHWEST ALONG US HIGHWAY 26 FROM THE POST OFFICE
 QC0750'AT UNITY, IN TOP OF THE HIGHEST POINT OF A 2 BY 5 FOOT PORTION OF
 QC0750'OUTCROP, 0.29 KM (0.18 MI) EAST OF THE INTERSECTION OF A FOREST
 QC0750'SERVICE ROAD 2645, LEADING SOUTH TO SQUAW CREEK AND NORTH TO IDAHO
 QC0750'CREEK, 0.60 KM (0.37 MI) EAST OF MILEPOST 196, 6.4 METERS (21 FT)
 QC0750'SOUTH OF THE HIGHWAY CENTERLINE, 7.3 METERS (24 FT) EAST OF THE WEST
 QC0750'END OF A SHORT LOW ROCK CUT AND 79.2 METERS (260 FT) WEST OF THE
 QC0750'EXTENDED CENTER OF A DIRT ROAD LEADING NORTH.
 QC0750'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 QC0750'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0622 ***********************************************************************
 PA0622  DESIGNATION -  A 705
 PA0622  PID         -  PA0622
 PA0622  STATE/COUNTY-  OR/HARNEY
 PA0622  USGS QUAD   -  BURNS (1960)
 PA0622
 PA0622                         *CURRENT SURVEY CONTROL
 PA0622  ___________________________________________________________________
 PA0622* NAD 83(1986)-  43 36 20.     (N)    119 02 14.     (W)     SCALED    
 PA0622* NAVD 88     -      1267.777  (meters)    4159.36   (feet)  ADJUSTED  
 PA0622  ___________________________________________________________________
 PA0622  GEOID HEIGHT-         -19.01  (meters)                     GEOID03
 PA0622  DYNAMIC HT  -        1267.169 (meters)    4157.37  (feet)  COMP
 PA0622  MODELED GRAV-     980,095.8   (mgal)                       NAVD 88
 PA0622
 PA0622  VERT ORDER  -  FIRST     CLASS II
 PA0622
 PA0622.The horizontal coordinates were scaled from a topographic map and have
 PA0622.an estimated accuracy of +/- 6 seconds.
 PA0622
 PA0622.The orthometric height was determined by differential leveling
 PA0622.and adjusted in June 1991.
 PA0622
 PA0622.The geoid height was determined by GEOID03.
 PA0622
 PA0622.The dynamic height is computed by dividing the NAVD 88
 PA0622.geopotential number by the normal gravity value computed on the
 PA0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0622.degrees latitude (g = 980.6199 gals.).
 PA0622
 PA0622.The modeled gravity was interpolated from observed gravity values.
 PA0622
 PA0622;                    North         East    Units  Estimated Accuracy
 PA0622;SPC OR S     -   216,410.    1,618,080.      MT  (+/- 180 meters Scaled)
 PA0622
 PA0622                          SUPERSEDED SURVEY CONTROL
 PA0622
 PA0622.No superseded survey control is available for this station.
 PA0622
 PA0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ355300(NAD 83)
 PA0622_MARKER: I = METAL ROD
 PA0622_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PA0622_SP_SET: STAINLESS STEEL ROD
 PA0622_STAMPING: A 705 1985
 PA0622_MARK LOGO: NGS   
 PA0622_PROJECTION: RECESSED 10 CENTIMETERS
 PA0622_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PA0622_ROD/PIPE-DEPTH: 18.3 meters
 PA0622
 PA0622  HISTORY     - Date     Condition        Report By
 PA0622  HISTORY     - 1985     MONUMENTED       NGS
 PA0622
 PA0622                          STATION DESCRIPTION
 PA0622
 PA0622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PA0622'2.8 KM (1.75 MI) NE FROM BURNS.
 PA0622'2.8 KM (1.75 MI) NORTHEAST ALONG US HIGHWAY 395 FROM THE POST OFFICE
 PA0622'AT BURNS, AT THE NORTHEAST END OF A SMALL BRIDGE OVER A SMALL CREEK,
 PA0622'12.1 METERS (39.7 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 15.0 METERS
 PA0622'(49.3 FT) NORTH OF THE NORTHEAST CORNER OF A CONCRETE BRIDGE BANISTER,
 PA0622'5.6 METERS (19.2 FT) NORTHEAST OF A TELEPHONE JUNCTION BOX 120000
 PA0622'9023, 3.3 METERS (10.7 FT) SOUTHEAST OF THE NORTH END OF THE EAST
 PA0622'METAL GUARD RAIL AND 0.33 METER (1.1 FT) NORTHWEST OF A FENCE CORNER.
 PA0622'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PA0622'THE MARK IS 0.15 METERS  NW FROM  A WITNESS POST
 PA0622'THE MARK IS 0.91 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0649 ***********************************************************************
 PA0649  DESIGNATION -  A 706
 PA0649  PID         -  PA0649
 PA0649  STATE/COUNTY-  OR/HARNEY
 PA0649  USGS QUAD   -  TROUT CREEK (1990)
 PA0649
 PA0649                         *CURRENT SURVEY CONTROL
 PA0649  ___________________________________________________________________
 PA0649* NAD 83(1986)-  43 54 00.     (N)    118 56 14.     (W)     SCALED    
 PA0649* NAVD 88     -      1407.926  (meters)    4619.17   (feet)  ADJUSTED  
 PA0649  ___________________________________________________________________
 PA0649  GEOID HEIGHT-         -18.24  (meters)                     GEOID03
 PA0649  DYNAMIC HT  -        1407.247 (meters)    4616.94  (feet)  COMP
 PA0649  MODELED GRAV-     980,087.2   (mgal)                       NAVD 88
 PA0649
 PA0649  VERT ORDER  -  FIRST     CLASS II
 PA0649
 PA0649.The horizontal coordinates were scaled from a topographic map and have
 PA0649.an estimated accuracy of +/- 6 seconds.
 PA0649
 PA0649.The orthometric height was determined by differential leveling
 PA0649.and adjusted in June 1991.
 PA0649
 PA0649.The geoid height was determined by GEOID03.
 PA0649
 PA0649.The dynamic height is computed by dividing the NAVD 88
 PA0649.geopotential number by the normal gravity value computed on the
 PA0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0649.degrees latitude (g = 980.6199 gals.).
 PA0649
 PA0649.The modeled gravity was interpolated from observed gravity values.
 PA0649
 PA0649;                    North         East    Units  Estimated Accuracy
 PA0649;SPC OR S     -   249,260.    1,625,550.      MT  (+/- 180 meters Scaled)
 PA0649
 PA0649                          SUPERSEDED SURVEY CONTROL
 PA0649
 PA0649.No superseded survey control is available for this station.
 PA0649
 PA0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ444625(NAD 83)
 PA0649_MARKER: I = METAL ROD
 PA0649_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PA0649+WITH SETTING: INFORMATION.
 PA0649_SP_SET: SHALLOW-SET METAL ROD
 PA0649_STAMPING: A 706 1985
 PA0649_MARK LOGO: NGS   
 PA0649_PROJECTION: FLUSH
 PA0649_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PA0649_ROD/PIPE-DEPTH: 1.5  meters
 PA0649
 PA0649  HISTORY     - Date     Condition        Report By
 PA0649  HISTORY     - 1985     MONUMENTED       NGS
 PA0649
 PA0649                          STATION DESCRIPTION
 PA0649
 PA0649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PA0649'15.6 KM (9.7 MI) SOUTH FROM SILVIES.
 PA0649'15.6 KM (9.7 MI) SOUTH ALONG US HIGHWAY 395 FROM THE GENERAL STORE AT
 PA0649'SILVIES, AT A DIRT ROAD LEADING WEST, 11.1 METERS (36.5 FT) SOUTHWEST
 PA0649'OF THE HIGHWAY CENTERLINE, 4.3 METERS (14 FT) EAST-NORTHEAST OF THE
 PA0649'CENTER OF THE DIRT ROAD, 4.3 METERS (14 FT) EAST-NORTHEAST OF THE
 PA0649'CENTER OF A WIRE GATE, 1.1 METERS (3.5 FT) NORTH OF A WOODEN WIRE GATE
 PA0649'POST AND 0.8 METER (2.6 FT) EAST OF A FENCE. ROD SET TO 5 FOOT
 PA0649'ANCHORED REFUSAL.
 PA0649'THE MARK IS 0.70 METERS  ENE FROM  A WITNESS POST
 PA0649'THE MARK IS 0.61 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0726 ***********************************************************************
 QC0726  DESIGNATION -  A 707
 QC0726  PID         -  QC0726
 QC0726  STATE/COUNTY-  OR/GRANT
 QC0726  USGS QUAD   -  PRAIRIE CITY (1996)
 QC0726
 QC0726                         *CURRENT SURVEY CONTROL
 QC0726  ___________________________________________________________________
 QC0726* NAD 83(1986)-  44 28 49.     (N)    118 39 08.     (W)     SCALED    
 QC0726* NAVD 88     -      1195.602  (meters)    3922.57   (feet)  ADJUSTED  
 QC0726  ___________________________________________________________________
 QC0726  GEOID HEIGHT-         -17.74  (meters)                     GEOID03
 QC0726  DYNAMIC HT  -        1195.129 (meters)    3921.02  (feet)  COMP
 QC0726  MODELED GRAV-     980,181.0   (mgal)                       NAVD 88
 QC0726
 QC0726  VERT ORDER  -  FIRST     CLASS II
 QC0726
 QC0726.The horizontal coordinates were scaled from a topographic map and have
 QC0726.an estimated accuracy of +/- 6 seconds.
 QC0726
 QC0726.The orthometric height was determined by differential leveling
 QC0726.and adjusted in June 1991.
 QC0726
 QC0726.The geoid height was determined by GEOID03.
 QC0726
 QC0726.The dynamic height is computed by dividing the NAVD 88
 QC0726.geopotential number by the normal gravity value computed on the
 QC0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0726.degrees latitude (g = 980.6199 gals.).
 QC0726
 QC0726.The modeled gravity was interpolated from observed gravity values.
 QC0726
 QC0726;                    North         East    Units  Estimated Accuracy
 QC0726;SPC OR N     -    92,090.    2,646,990.      MT  (+/- 180 meters Scaled)
 QC0726
 QC0726                          SUPERSEDED SURVEY CONTROL
 QC0726
 QC0726.No superseded survey control is available for this station.
 QC0726
 QC0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK686265(NAD 83)
 QC0726_MARKER: I = METAL ROD
 QC0726_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QC0726_SP_SET: STAINLESS STEEL ROD
 QC0726_STAMPING: A 707 1985
 QC0726_MARK LOGO: NGS   
 QC0726_PROJECTION: FLUSH
 QC0726_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QC0726_ROD/PIPE-DEPTH: 5.8  meters
 QC0726
 QC0726  HISTORY     - Date     Condition        Report By
 QC0726  HISTORY     - 1985     MONUMENTED       NGS
 QC0726
 QC0726                          STATION DESCRIPTION
 QC0726
 QC0726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QC0726'6.0 KM (3.7 MI) NE FROM PRAIRIE CITY.
 QC0726'6.01 KM (3.73 MI) NORTHEAST ALONG US HIGHWAY 26 FROM THE POST OFFICE
 QC0726'AT PRAIRIE CITY, IN THE NORTH CORNER OF THE T JUNCTION OF A GRAVEL
 QC0726'ROAD LEADING NORTHWEST TO SOME HOMES, 0.13 KM (0.08 MI) SOUTHWEST OF
 QC0726'MILEPOST 179, 15.2 METERS (50 FT) NORTHWEST OF THE HIGHWAY CENTERL
 QC0726'8.8 METERS (29 FT) NORTHEAST OF THE CENTER OF THE ROAD, 4.4 METERS
 QC0726'(14.5 FT) NORTHEAST OF THE SOUTHWEST BRACED WOODEN POST AT THE
 QC0726'SOUTHWEST END OF THE FENCE, 5.3 METERS (17.5 FT) NORTH OF THE
 QC0726'NORTHEAST END OF A 36-INCH PIPE CULVERT UNDER THE GRAVEL ROAD
 QC0726'AND METER (1.5 FT) SOUTHEAST OF THE RIGHT OF WAY FENCE.  NOTE--ACCESS
 QC0726'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QC0726'THE MARK IS 0.4 METERS  NE FROM  A WITNESS POST
 QC0726'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0808 ***********************************************************************
 QC0808  DESIGNATION -  A 708
 QC0808  PID         -  QC0808
 QC0808  STATE/COUNTY-  OR/GRANT
 QC0808  USGS QUAD   -  CANYON MTN (1983)
 QC0808
 QC0808                         *CURRENT SURVEY CONTROL
 QC0808  ___________________________________________________________________
 QC0808* NAD 83(1986)-  44 16 37.     (N)    118 58 19.     (W)     SCALED    
 QC0808* NAVD 88     -      1368.790  (meters)    4490.77   (feet)  ADJUSTED  
 QC0808  ___________________________________________________________________
 QC0808  GEOID HEIGHT-         -18.03  (meters)                     GEOID03
 QC0808  DYNAMIC HT  -        1368.228 (meters)    4488.93  (feet)  COMP
 QC0808  MODELED GRAV-     980,159.6   (mgal)                       NAVD 88
 QC0808
 QC0808  VERT ORDER  -  FIRST     CLASS II
 QC0808
 QC0808.The horizontal coordinates were scaled from a topographic map and have
 QC0808.an estimated accuracy of +/- 6 seconds.
 QC0808
 QC0808.The orthometric height was determined by differential leveling
 QC0808.and adjusted in June 1991.
 QC0808
 QC0808.The geoid height was determined by GEOID03.
 QC0808
 QC0808.The dynamic height is computed by dividing the NAVD 88
 QC0808.geopotential number by the normal gravity value computed on the
 QC0808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0808.degrees latitude (g = 980.6199 gals.).
 QC0808
 QC0808.The modeled gravity was interpolated from observed gravity values.
 QC0808
 QC0808;                    North         East    Units  Estimated Accuracy
 QC0808;SPC OR N     -    68,970.    2,621,980.      MT  (+/- 180 meters Scaled)
 QC0808
 QC0808                          SUPERSEDED SURVEY CONTROL
 QC0808
 QC0808.No superseded survey control is available for this station.
 QC0808
 QC0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK426045(NAD 83)
 QC0808_MARKER: DB = BENCH MARK DISK
 QC0808_SETTING: 66 = SET IN ROCK OUTCROP
 QC0808_SP_SET: ROCK OUTCROP
 QC0808_STAMPING: A 708 1985
 QC0808_MARK LOGO: NGS   
 QC0808_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QC0808+STABILITY: POSITION/ELEVATION WELL
 QC0808
 QC0808  HISTORY     - Date     Condition        Report By
 QC0808  HISTORY     - 1985     MONUMENTED       NGS
 QC0808
 QC0808                          STATION DESCRIPTION
 QC0808
 QC0808'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QC0808'17.3 KM (10.75 MI) SOUTH FROM CANYON CITY.
 QC0808'17.3 KM (10.7 MI) SOUTH ALONG US HIGHWAY 395 FROM THE POST OFFICE AT
 QC0808'CANYON CITY, IN TOP OF AND 0.4 METER (1.3 FT) WEST OF THE EAST LOWER
 QC0808'EDGE OF A SMOOTH ROCK LEDGE ON THE SIDE OF A STEEP CUT BANK, BELOW THE
 QC0808'LETTER D IN THE WORD BREAD PAINTED IN WHITE, 6.6 METERS (21.7 FT) WEST
 QC0808'OF THE HIGHWAY CENTERLINE.
 QC0808'THE MARK IS 0.15 METERS  W FROM  A WITNESS POST
 QC0808'THE MARK IS 0.91 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1004 ***********************************************************************
 SC1004  DESIGNATION -  A 709
 SC1004  PID         -  SC1004
 SC1004  STATE/COUNTY-  OR/CLATSOP
 SC1004  USGS QUAD   -  ASTORIA (1984)
 SC1004
 SC1004                         *CURRENT SURVEY CONTROL
 SC1004  ___________________________________________________________________
 SC1004* NAD 83(1986)-  46 10 39.     (N)    123 51 11.     (W)     SCALED    
 SC1004* NAVD 88     -         4.203  (meters)      13.79   (feet)  ADJUSTED  
 SC1004  ___________________________________________________________________
 SC1004  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 SC1004  DYNAMIC HT  -           4.203 (meters)      13.79  (feet)  COMP
 SC1004  MODELED GRAV-     980,714.1   (mgal)                       NAVD 88
 SC1004
 SC1004  VERT ORDER  -  FIRST     CLASS II
 SC1004
 SC1004.The horizontal coordinates were scaled from a topographic map and have
 SC1004.an estimated accuracy of +/- 6 seconds.
 SC1004
 SC1004.The orthometric height was determined by differential leveling
 SC1004.and adjusted in June 1991.
 SC1004
 SC1004.The geoid height was determined by GEOID03.
 SC1004
 SC1004.The dynamic height is computed by dividing the NAVD 88
 SC1004.geopotential number by the normal gravity value computed on the
 SC1004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC1004.degrees latitude (g = 980.6199 gals.).
 SC1004
 SC1004.The modeled gravity was interpolated from observed gravity values.
 SC1004
 SC1004;                    North         East    Units  Estimated Accuracy
 SC1004;SPC OR N     -   284,400.    2,241,150.      MT  (+/- 180 meters Scaled)
 SC1004
 SC1004                          SUPERSEDED SURVEY CONTROL
 SC1004
 SC1004.No superseded survey control is available for this station.
 SC1004
 SC1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS341141(NAD 83)
 SC1004_MARKER: I = METAL ROD
 SC1004_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SC1004_SP_SET: STAINLESS STEEL ROD
 SC1004_STAMPING: A 709 1987
 SC1004_MARK LOGO: NGS   
 SC1004_PROJECTION: FLUSH
 SC1004_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SC1004_ROD/PIPE-DEPTH: 11.0 meters
 SC1004
 SC1004  HISTORY     - Date     Condition        Report By
 SC1004  HISTORY     - 1987     MONUMENTED       NGS
 SC1004  HISTORY     - 1987     GOOD             NGS
 SC1004  HISTORY     - 1988     GOOD             USPSQD
 SC1004  HISTORY     - 1989     GOOD             USPSQD
 SC1004  HISTORY     - 20010811 GOOD             USPSQD
 SC1004  HISTORY     - 20040626 MARK NOT FOUND   USPSQD
 SC1004  HISTORY     - 20051120 MARK NOT FOUND   USPSQD
 SC1004
 SC1004                          STATION DESCRIPTION
 SC1004
 SC1004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SC1004'IN ASTORIA.
 SC1004'IN ASTORIA, AT THE INTERSECTION OF WEST MARINE DRIVE AND DENVER
 SC1004'STREET, 43.6 M (143.0 FT) SOUTHEAST OF THE CENTERLINE OF DENVER
 SC1004'STREET, 12.7 M (41.7 FT) NORTHEAST OF THE CENTERLINE OF WEST MARINE
 SC1004'DRIVE, 2.9 M (9.5 FT) SOUTHWEST OF A WITNESS POST AND A FENCE AROUND
 SC1004'TAPIOLA PARK, 1.4 M (4.6 FT) SOUTHEAST OF A UTILITY POLE NUMBERED
 SC1004'182410-875.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 SC1004'CAP.
 SC1004'THE MARK IS 0.6 M BELOW MARINE DRIVE.
 SC1004
 SC1004                          STATION RECOVERY (1988)
 SC1004
 SC1004'RECOVERY NOTE BY US POWER SQUADRON 1988 (GAN)
 SC1004'RECOVERED IN GOOD CONDITION.
 SC1004
 SC1004                          STATION RECOVERY (1989)
 SC1004
 SC1004'RECOVERY NOTE BY US POWER SQUADRON 1989 (RCC)
 SC1004'RECOVERED IN GOOD CONDITION.
 SC1004
 SC1004                          STATION RECOVERY (2001)
 SC1004
 SC1004'RECOVERY NOTE BY US POWER SQUADRON 2001 (GAN)
 SC1004'RECOVERED IN GOOD CONDITION.
 SC1004
 SC1004                          STATION RECOVERY (2004)
 SC1004
 SC1004'RECOVERY NOTE BY US POWER SQUADRON 2004 (DMJ)
 SC1004'WITNESS POST FOUND AS DESCRIBED, BUT GRASS COVERS VERY LARGE AREA WITH
 SC1004'A NEW SIDEWALK WITHIN LAST 2 YEARS.  UNABLE TO LOCATE ROD OR LOGO CAP.
 SC1004' 
 SC1004
 SC1004                          STATION RECOVERY (2005)
 SC1004
 SC1004'RECOVERY NOTE BY US POWER SQUADRON 2005 (RCC)
 SC1004'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1078 ***********************************************************************
 SC1078  DESIGNATION -  A 710
 SC1078  PID         -  SC1078
 SC1078  STATE/COUNTY-  OR/CLATSOP
 SC1078  USGS QUAD   -  CATHLAMET (1985)
 SC1078
 SC1078                         *CURRENT SURVEY CONTROL
 SC1078  ___________________________________________________________________
 SC1078* NAD 83(1986)-  46 09 27.     (N)    123 25 38.     (W)     SCALED    
 SC1078* NAVD 88     -        93.012  (meters)     305.16   (feet)  ADJUSTED  
 SC1078  ___________________________________________________________________
 SC1078  GEOID HEIGHT-         -21.38  (meters)                     GEOID03
 SC1078  DYNAMIC HT  -          93.023 (meters)     305.19  (feet)  COMP
 SC1078  MODELED GRAV-     980,729.2   (mgal)                       NAVD 88
 SC1078
 SC1078  VERT ORDER  -  FIRST     CLASS II
 SC1078
 SC1078.The horizontal coordinates were scaled from a topographic map and have
 SC1078.an estimated accuracy of +/- 6 seconds.
 SC1078
 SC1078.The orthometric height was determined by differential leveling
 SC1078.and adjusted in June 1991.
 SC1078
 SC1078.The geoid height was determined by GEOID03.
 SC1078
 SC1078.The dynamic height is computed by dividing the NAVD 88
 SC1078.geopotential number by the normal gravity value computed on the
 SC1078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC1078.degrees latitude (g = 980.6199 gals.).
 SC1078
 SC1078.The modeled gravity was interpolated from observed gravity values.
 SC1078
 SC1078;                    North         East    Units  Estimated Accuracy
 SC1078;SPC OR N     -   280,900.    2,273,930.      MT  (+/- 180 meters Scaled)
 SC1078
 SC1078                          SUPERSEDED SURVEY CONTROL
 SC1078
 SC1078.No superseded survey control is available for this station.
 SC1078
 SC1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS670116(NAD 83)
 SC1078_MARKER: I = METAL ROD
 SC1078_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 SC1078+WITH SETTING: INFORMATION.
 SC1078_SP_SET: SHALLOW-SET METAL ROD
 SC1078_STAMPING: A 710 1987
 SC1078_MARK LOGO: NGS   
 SC1078_PROJECTION: FLUSH
 SC1078_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SC1078_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SC1078+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2006
 SC1078_ROD/PIPE-DEPTH: 1.6  meters
 SC1078
 SC1078  HISTORY     - Date     Condition        Report By
 SC1078  HISTORY     - 1987     MONUMENTED       NGS
 SC1078  HISTORY     - 1987     GOOD             USPSQD
 SC1078  HISTORY     - 1989     GOOD             USPSQD
 SC1078  HISTORY     - 20060608 GOOD             COAST
 SC1078
 SC1078                          STATION DESCRIPTION
 SC1078
 SC1078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SC1078'36.1 KM (22.45 MI) EAST FROM ASRORIA.
 SC1078'36.1 KM (22.45 MI) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION
 SC1078'OF 16TH STREET IN ASTORIA, 14.0 M (45.9 FT) SOUTHWEST OF THE
 SC1078'CENTERLINE OF THE HIGHWAY, AND 4.2 M (13.8 FT) SOUTHEAST OF THE
 SC1078'CENTER OF A TRACK ROAD LEADING SOUTHWEST.  NOTE--ACCESS TO DATUM
 SC1078'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 SC1078'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 SC1078'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 SC1078
 SC1078                          STATION RECOVERY (1987)
 SC1078
 SC1078'RECOVERY NOTE BY US POWER SQUADRON 1987 (KRN)
 SC1078'RECOVERED IN GOOD CONDITION.
 SC1078
 SC1078                          STATION RECOVERY (1989)
 SC1078
 SC1078'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 SC1078'RECOVERED IN GOOD CONDITION.
 SC1078
 SC1078                          STATION RECOVERY (2006)
 SC1078
 SC1078'RECOVERY NOTE BY COAST SURVEYING INCORPORATED 2006 (CC)
 SC1078'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1425 ***********************************************************************
 RD1425  DESIGNATION -  A 711
 RD1425  PID         -  RD1425
 RD1425  STATE/COUNTY-  OR/CLATSOP
 RD1425  USGS QUAD   -  TILLAMOOK HEAD (1973)
 RD1425
 RD1425                         *CURRENT SURVEY CONTROL
 RD1425  ___________________________________________________________________
 RD1425* NAD 83(1986)-  45 55 16.     (N)    123 53 41.     (W)     SCALED    
 RD1425* NAVD 88     -        27.942  (meters)      91.67   (feet)  ADJUSTED  
 RD1425  ___________________________________________________________________
 RD1425  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 RD1425  DYNAMIC HT  -          27.944 (meters)      91.68  (feet)  COMP
 RD1425  MODELED GRAV-     980,686.3   (mgal)                       NAVD 88
 RD1425
 RD1425  VERT ORDER  -  FIRST     CLASS II
 RD1425
 RD1425.The horizontal coordinates were scaled from a topographic map and have
 RD1425.an estimated accuracy of +/- 6 seconds.
 RD1425
 RD1425.The orthometric height was determined by differential leveling
 RD1425.and adjusted in June 1991.
 RD1425
 RD1425.The geoid height was determined by GEOID03.
 RD1425
 RD1425.The dynamic height is computed by dividing the NAVD 88
 RD1425.geopotential number by the normal gravity value computed on the
 RD1425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1425.degrees latitude (g = 980.6199 gals.).
 RD1425
 RD1425.The modeled gravity was interpolated from observed gravity values.
 RD1425
 RD1425;                    North         East    Units  Estimated Accuracy
 RD1425;SPC OR N     -   256,060.    2,236,740.      MT  (+/- 180 meters Scaled)
 RD1425
 RD1425                          SUPERSEDED SURVEY CONTROL
 RD1425
 RD1425.No superseded survey control is available for this station.
 RD1425
 RD1425_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR306856(NAD 83)
 RD1425_MARKER: I = METAL ROD
 RD1425_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RD1425+WITH SETTING: INFORMATION.
 RD1425_SP_SET: SHALLOW-SET METAL ROD
 RD1425_STAMPING: A 711 1987
 RD1425_MARK LOGO: NGS   
 RD1425_PROJECTION: FLUSH
 RD1425_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RD1425_ROD/PIPE-DEPTH: 2.4  meters
 RD1425
 RD1425  HISTORY     - Date     Condition        Report By
 RD1425  HISTORY     - 1987     MONUMENTED       NGS
 RD1425  HISTORY     - 1987     GOOD             USPSQD
 RD1425
 RD1425                          STATION DESCRIPTION
 RD1425
 RD1425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 RD1425'9.4 KM (5.85 MI) SE FROM SEASIDE.
 RD1425'6.2 KM (3.85 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM ITS JUNCTION
 RD1425'WITH BROADWAY AVENUE IN SEASIDE, THENCE 3.2 KM (2.00 MI)
 RD1425'SOUTHEASTERLY ALONG U.S. HIGHWAY 26, 10.9 M (35.8 FT) EAST OF THE
 RD1425'CENTERLINE OF THE HIGHWAY, 10.4 M (34.1 FT) WEST OF THE CENTER OF A
 RD1425'PAVED ROAD, AND 1.0 M (3.3 FT) NORTH OF UTILITY POLE NUMBER 141704
 RD1425'30.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 RD1425'THE MARK IS 0.2 METERS  S FROM  A WITNESS POST
 RD1425'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 RD1425
 RD1425                          STATION RECOVERY (1987)
 RD1425
 RD1425'RECOVERY NOTE BY US POWER SQUADRON 1987 (GAN)
 RD1425'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1035 ***********************************************************************
 SC1035  DESIGNATION -  A 712
 SC1035  PID         -  SC1035
 SC1035  STATE/COUNTY-  OR/CLATSOP
 SC1035  USGS QUAD   -  GEARHART (1973)
 SC1035
 SC1035                         *CURRENT SURVEY CONTROL
 SC1035  ___________________________________________________________________
 SC1035* NAD 83(1986)-  46 02 08.     (N)    123 54 54.     (W)     SCALED    
 SC1035* NAVD 88     -         6.964  (meters)      22.85   (feet)  ADJUSTED  
 SC1035  ___________________________________________________________________
 SC1035  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 SC1035  DYNAMIC HT  -           6.965 (meters)      22.85  (feet)  COMP
 SC1035  MODELED GRAV-     980,705.9   (mgal)                       NAVD 88
 SC1035
 SC1035  VERT ORDER  -  FIRST     CLASS II
 SC1035
 SC1035.The horizontal coordinates were scaled from a topographic map and have
 SC1035.an estimated accuracy of +/- 6 seconds.
 SC1035
 SC1035.The orthometric height was determined by differential leveling
 SC1035.and adjusted in June 1991.
 SC1035
 SC1035.The geoid height was determined by GEOID03.
 SC1035
 SC1035.The dynamic height is computed by dividing the NAVD 88
 SC1035.geopotential number by the normal gravity value computed on the
 SC1035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC1035.degrees latitude (g = 980.6199 gals.).
 SC1035
 SC1035.The modeled gravity was interpolated from observed gravity values.
 SC1035
 SC1035;                    North         East    Units  Estimated Accuracy
 SC1035;SPC OR N     -   268,830.    2,235,710.      MT  (+/- 180 meters Scaled)
 SC1035
 SC1035                          SUPERSEDED SURVEY CONTROL
 SC1035
 SC1035.No superseded survey control is available for this station.
 SC1035
 SC1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR291984(NAD 83)
 SC1035_MARKER: I = METAL ROD
 SC1035_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SC1035_SP_SET: STAINLESS STEEL ROD
 SC1035_STAMPING: A 712 1987
 SC1035_MARK LOGO: NGS   
 SC1035_PROJECTION: PROJECTING 2 CENTIMETERS
 SC1035_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SC1035+STABILITY: POSITION/ELEVATION WELL
 SC1035_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC1035+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2007
 SC1035_ROD/PIPE-DEPTH: 18.0 meters
 SC1035
 SC1035  HISTORY     - Date     Condition        Report By
 SC1035  HISTORY     - 1987     MONUMENTED       NGS
 SC1035  HISTORY     - 1987     GOOD             USPSQD
 SC1035  HISTORY     - 1988     GOOD             USPSQD
 SC1035  HISTORY     - 1989     GOOD             USPSQD
 SC1035  HISTORY     - 20000228 GOOD             USPSQD
 SC1035  HISTORY     - 20040506 GOOD             GEOCAC
 SC1035  HISTORY     - 20060218 GOOD             USPSQD
 SC1035  HISTORY     - 20070224 GOOD             USPSQD
 SC1035
 SC1035                          STATION DESCRIPTION
 SC1035
 SC1035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SC1035'5.0 KM (3.10 MI) NORTH FROM SEASIDE.
 SC1035'4.9 KM (3.05 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM ITS JUNCTION
 SC1035'WITH BROADWAY AVENUE IN SEASIDE, THENCE 0.1 KM (0.05 MI) WEST ALONG
 SC1035'GEARHEART LOOP ROAD, 22.6 M (74.1 FT) NORTHWEST OF UTILITY POLE
 SC1035'NUMBER 32602, 9.0 M (29.5 FT) NORTH OF THE CENTERLINE OF GEARHART
 SC1035'LOOP ROAD, AND 1.8 M (5.9 FT) WEST OF THE EAST END OF A CHAIN LINK
 SC1035'FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 SC1035'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 SC1035'THE MARK IS 0.6 M ABOVE THE ROAD.
 SC1035
 SC1035                          STATION RECOVERY (1987)
 SC1035
 SC1035'RECOVERY NOTE BY US POWER SQUADRON 1987 (GAN)
 SC1035'RECOVERED IN GOOD CONDITION.
 SC1035
 SC1035                          STATION RECOVERY (1988)
 SC1035
 SC1035'RECOVERY NOTE BY US POWER SQUADRON 1988 (SMN)
 SC1035'RECOVERED IN GOOD CONDITION.
 SC1035
 SC1035                          STATION RECOVERY (1989)
 SC1035
 SC1035'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 SC1035'RECOVERED IN GOOD CONDITION.
 SC1035
 SC1035                          STATION RECOVERY (2000)
 SC1035
 SC1035'RECOVERY NOTE BY US POWER SQUADRON 2000
 SC1035'RECOVERED IN GOOD CONDITION.
 SC1035
 SC1035                          STATION RECOVERY (2004)
 SC1035
 SC1035'RECOVERY NOTE BY GEOCACHING 2004 (RRM)
 SC1035'HANDHELD GPS COORDINATES N 45 02 9.0 W 123 54 52.6
 SC1035
 SC1035                          STATION RECOVERY (2006)
 SC1035
 SC1035'RECOVERY NOTE BY US POWER SQUADRON 2006 (DMJ)
 SC1035'RECOVERED IN GOOD CONDITION.
 SC1035
 SC1035                          STATION RECOVERY (2007)
 SC1035
 SC1035'RECOVERY NOTE BY US POWER SQUADRON 2007 (DMJ)
 SC1035'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1472 ***********************************************************************
 RD1472  DESIGNATION -  A 713
 RD1472  PID         -  RD1472
 RD1472  STATE/COUNTY-  OR/TILLAMOOK
 RD1472  USGS QUAD   -  NESTUCCA BAY (1985)
 RD1472
 RD1472                         *CURRENT SURVEY CONTROL
 RD1472  ___________________________________________________________________
 RD1472* NAD 83(1986)-  45 10 09.     (N)    123 55 49.     (W)     SCALED    
 RD1472* NAVD 88     -         1.866  (meters)       6.12   (feet)  ADJUSTED  
 RD1472  ___________________________________________________________________
 RD1472  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 RD1472  DYNAMIC HT  -           1.866 (meters)       6.12  (feet)  COMP
 RD1472  MODELED GRAV-     980,661.8   (mgal)                       NAVD 88
 RD1472
 RD1472  VERT ORDER  -  FIRST     CLASS II
 RD1472
 RD1472.The horizontal coordinates were scaled from a topographic map and have
 RD1472.an estimated accuracy of +/- 6 seconds.
 RD1472
 RD1472.The orthometric height was determined by differential leveling
 RD1472.and adjusted in June 1991.
 RD1472
 RD1472.The geoid height was determined by GEOID03.
 RD1472
 RD1472.The dynamic height is computed by dividing the NAVD 88
 RD1472.geopotential number by the normal gravity value computed on the
 RD1472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1472.degrees latitude (g = 980.6199 gals.).
 RD1472
 RD1472.The modeled gravity was interpolated from observed gravity values.
 RD1472
 RD1472;                    North         East    Units  Estimated Accuracy
 RD1472;SPC OR N     -   172,680.    2,230,440.      MT  (+/- 180 meters Scaled)
 RD1472
 RD1472                          SUPERSEDED SURVEY CONTROL
 RD1472
 RD1472.No superseded survey control is available for this station.
 RD1472
 RD1472_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR268021(NAD 83)
 RD1472_MARKER: I = METAL ROD
 RD1472_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RD1472_SP_SET: STAINLESS STEEL ROD
 RD1472_STAMPING: A 713 1987
 RD1472_MARK LOGO: NGS   
 RD1472_PROJECTION: PROJECTING 2 CENTIMETERS
 RD1472_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RD1472_ROD/PIPE-DEPTH: 7.7  meters
 RD1472
 RD1472  HISTORY     - Date     Condition        Report By
 RD1472  HISTORY     - 1987     MONUMENTED       NGS
 RD1472
 RD1472                          STATION DESCRIPTION
 RD1472
 RD1472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 RD1472'29.6 KM (18.40 MI) NORTH FROM LINCOLN CITY.
 RD1472'29.6 KM (18.40 MI) NORTHERLY ALONG U.S HIGHWAY 101 FROM THE DELAKE
 RD1472'SCHOOL IN LINCOLN CITY, 29.8 M (97.8 FT) WEST OF THE CENTERLINE OF
 RD1472'THE HIGHWAY, 27.0 M (88.6 FT) SOUTHWEST OF MILEPOST 91, 5.5 M (18.0
 RD1472'FT) WEST OF THE SOUTH END OF A 3 FOOT DIAMETER METAL CULVERT, AND 5.2
 RD1472'M (17.1 FT) SOUTH OF THE CENTER OF A GATE AT A FIELD ENTRANCE.
 RD1472'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 RD1472'THE MARK IS 0.4 METERS  N FROM  A WITNESS POST
 RD1472'THE MARK IS 1.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1455 ***********************************************************************
 RD1455  DESIGNATION -  A 714
 RD1455  PID         -  RD1455
 RD1455  STATE/COUNTY-  OR/TILLAMOOK
 RD1455  USGS QUAD   -  TILLAMOOK (1985)
 RD1455
 RD1455                         *CURRENT SURVEY CONTROL
 RD1455  ___________________________________________________________________
 RD1455* NAD 83(1986)-  45 27 07.     (N)    123 50 51.     (W)     SCALED    
 RD1455* NAVD 88     -         7.071  (meters)      23.20   (feet)  ADJUSTED  
 RD1455  ___________________________________________________________________
 RD1455  GEOID HEIGHT-         -22.28  (meters)                     GEOID03
 RD1455  DYNAMIC HT  -           7.071 (meters)      23.20  (feet)  COMP
 RD1455  MODELED GRAV-     980,686.0   (mgal)                       NAVD 88
 RD1455
 RD1455  VERT ORDER  -  FIRST     CLASS II
 RD1455
 RD1455.The horizontal coordinates were scaled from a topographic map and have
 RD1455.an estimated accuracy of +/- 6 seconds.
 RD1455
 RD1455.The orthometric height was determined by differential leveling
 RD1455.and adjusted in June 1991.
 RD1455
 RD1455.The geoid height was determined by GEOID03.
 RD1455
 RD1455.The dynamic height is computed by dividing the NAVD 88
 RD1455.geopotential number by the normal gravity value computed on the
 RD1455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1455.degrees latitude (g = 980.6199 gals.).
 RD1455
 RD1455.The modeled gravity was interpolated from observed gravity values.
 RD1455
 RD1455;                    North         East    Units  Estimated Accuracy
 RD1455;SPC OR N     -   203,810.    2,238,240.      MT  (+/- 180 meters Scaled)
 RD1455
 RD1455                          SUPERSEDED SURVEY CONTROL
 RD1455
 RD1455.No superseded survey control is available for this station.
 RD1455
 RD1455_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR337335(NAD 83)
 RD1455_MARKER: I = METAL ROD
 RD1455_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 RD1455_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 RD1455_STAMPING: A 714 1987
 RD1455_MARK LOGO: NGS   
 RD1455_PROJECTION: FLUSH
 RD1455_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RD1455+STABILITY: POSITION/ELEVATION WELL
 RD1455_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD1455+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2004
 RD1455_ROD/PIPE-DEPTH: 10.1 meters
 RD1455_SLEEVE-DEPTH  : 7.3 meters
 RD1455
 RD1455  HISTORY     - Date     Condition        Report By
 RD1455  HISTORY     - 1987     MONUMENTED       NGS
 RD1455  HISTORY     - 20040612 GOOD             USPSQD
 RD1455
 RD1455                          STATION DESCRIPTION
 RD1455
 RD1455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 RD1455'IN TILLAMOOK.
 RD1455'IN TILLAMOOK, AT THE INTERSECTION OF NINTH STREET AND MANOR PLACE, IN
 RD1455'THE SOUTHWEST CORNER OF THE LIBERTY ELEMENTARY SCHOOL LAWN,
 RD1455'PERMISSION GIVEN BY THE MAINTENANCE DIRECTOR CLYDE ELLIS,
 RD1455'503-842-4415, 40.1 M (131.6 FT) EAST OF THE CENTER OF MANOR PLACE,
 RD1455'12.2 M (40.0 FT) NORTH OF THE CENTER OF THE STREET, 17.0 M (55.8 FT)
 RD1455'WEST OF THE WEST CURB OF A PARKING LOT, AND 6.3 M (20.7 FT) NORTH OF
 RD1455'UTULITY POLE NUMBER 257211 1516.  NOTE--ACCESS TO DATUM POINT IS HAD
 RD1455'THROUGH A 5-INCH LOGO CAP.
 RD1455'THE MARK IS 1.7 METERS  E FROM  A WITNESS POST AND FENCE
 RD1455'THE MARK IS ABOVE LEVEL WITH THE STREET.
 RD1455
 RD1455                          STATION RECOVERY (2004)
 RD1455
 RD1455'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 RD1455'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1472 ***********************************************************************
 QE1472  DESIGNATION -  A 715
 QE1472  PID         -  QE1472
 QE1472  STATE/COUNTY-  OR/LINN
 QE1472  USGS QUAD   -  ALBANY (1975)
 QE1472
 QE1472                         *CURRENT SURVEY CONTROL
 QE1472  ___________________________________________________________________
 QE1472* NAD 83(1986)-  44 38 11.     (N)    123 04 50.     (W)     SCALED    
 QE1472* NAVD 88     -        67.798  (meters)     222.43   (feet)  ADJUSTED  
 QE1472  ___________________________________________________________________
 QE1472  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 QE1472  DYNAMIC HT  -          67.794 (meters)     222.42  (feet)  COMP
 QE1472  MODELED GRAV-     980,550.2   (mgal)                       NAVD 88
 QE1472
 QE1472  VERT ORDER  -  FIRST     CLASS II
 QE1472
 QE1472.The horizontal coordinates were scaled from a topographic map and have
 QE1472.an estimated accuracy of +/- 6 seconds.
 QE1472
 QE1472.The orthometric height was determined by differential leveling
 QE1472.and adjusted in June 1991.
 QE1472
 QE1472.The geoid height was determined by GEOID03.
 QE1472
 QE1472.The dynamic height is computed by dividing the NAVD 88
 QE1472.geopotential number by the normal gravity value computed on the
 QE1472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1472.degrees latitude (g = 980.6199 gals.).
 QE1472
 QE1472.The modeled gravity was interpolated from observed gravity values.
 QE1472
 QE1472;                    North         East    Units  Estimated Accuracy
 QE1472;SPC OR N     -   111,030.    2,295,300.      MT  (+/- 180 meters Scaled)
 QE1472
 QE1472                          SUPERSEDED SURVEY CONTROL
 QE1472
 QE1472.No superseded survey control is available for this station.
 QE1472
 QE1472_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ936425(NAD 83)
 QE1472_MARKER: I = METAL ROD
 QE1472_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QE1472_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 QE1472_STAMPING: A 715 1987
 QE1472_MARK LOGO: NGS   
 QE1472_PROJECTION: FLUSH
 QE1472_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QE1472+STABILITY: POSITION/ELEVATION WELL
 QE1472_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QE1472+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2006
 QE1472_ROD/PIPE-DEPTH: 11.0 meters
 QE1472_SLEEVE-DEPTH  : 7.3 meters
 QE1472
 QE1472  HISTORY     - Date     Condition        Report By
 QE1472  HISTORY     - 1987     MONUMENTED       NGS
 QE1472  HISTORY     - 20060422 GOOD             ORBITE
 QE1472
 QE1472                          STATION DESCRIPTION
 QE1472
 QE1472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QE1472'IN ALBANY.
 QE1472'IN ALBANY, AT THE INTERSECTION OF 6TH AVENUE AND BURKHART STREET, 77.3
 QE1472'M (253.6 FT) WEST OF THE CENTER OF THE STREET, 20.7 M (67.9 FT) NORTH
 QE1472'OF THE CENTER OF THE AVENUE, AND 1.2 M (3.9 FT) SOUTHEAST OF THE
 QE1472'SOUTHEAST CORNER OF TENNIS COURT AT BERKHART PARK.  NOTE--ACCESS TO
 QE1472'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QE1472'THE MARK IS ABOVE LEVEL WITH THE AVENUE.
 QE1472
 QE1472                          STATION RECOVERY (2006)
 QE1472
 QE1472'RECOVERY NOTE BY ORBITECH INC 2006 (SHG)
 QE1472'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1542 ***********************************************************************
 RD1542  DESIGNATION -  A 718
 RD1542  PID         -  RD1542
 RD1542  STATE/COUNTY-  OR/MULTNOMAH
 RD1542  USGS QUAD   -  PORTLAND (1990)
 RD1542
 RD1542                         *CURRENT SURVEY CONTROL
 RD1542  ___________________________________________________________________
 RD1542* NAD 83(1986)-  45 32 08.     (N)    122 41 07.     (W)     SCALED    
 RD1542* NAVD 88     -        11.581  (meters)      38.00   (feet)  ADJUSTED  
 RD1542  ___________________________________________________________________
 RD1542  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 RD1542  DYNAMIC HT  -          11.581 (meters)      38.00  (feet)  COMP
 RD1542  MODELED GRAV-     980,623.0   (mgal)                       NAVD 88
 RD1542
 RD1542  VERT ORDER  -  FIRST     CLASS II
 RD1542
 RD1542.The horizontal coordinates were scaled from a topographic map and have
 RD1542.an estimated accuracy of +/- 6 seconds.
 RD1542
 RD1542.The orthometric height was determined by differential leveling
 RD1542.and adjusted in June 1991.
 RD1542
 RD1542.The geoid height was determined by GEOID03.
 RD1542
 RD1542.The dynamic height is computed by dividing the NAVD 88
 RD1542.geopotential number by the normal gravity value computed on the
 RD1542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1542.degrees latitude (g = 980.6199 gals.).
 RD1542
 RD1542.The modeled gravity was interpolated from observed gravity values.
 RD1542
 RD1542;                    North         East    Units  Estimated Accuracy
 RD1542;SPC OR N     -   209,980.    2,329,350.      MT  (+/- 180 meters Scaled)
 RD1542
 RD1542                          SUPERSEDED SURVEY CONTROL
 RD1542
 RD1542  NGVD 29 (05/16/90)   10.519  (m)           34.51   (f) ADJUSTED    1 2
 RD1542
 RD1542.Superseded values are not recommended for survey control.
 RD1542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1542.See file dsdata.txt to determine how the superseded data were derived.
 RD1542
 RD1542_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER245424(NAD 83)
 RD1542_MARKER: DB = BENCH MARK DISK
 RD1542_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RD1542_SP_SET: BRIDGE PIER
 RD1542_STAMPING: A 718 1987
 RD1542_MARK LOGO: NGS   
 RD1542_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RD1542_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RD1542+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2008
 RD1542
 RD1542  HISTORY     - Date     Condition        Report By
 RD1542  HISTORY     - 1987     MONUMENTED       NGS
 RD1542  HISTORY     - 20040610 GOOD             USPSQD
 RD1542  HISTORY     - 20060214 GOOD             USPSQD
 RD1542  HISTORY     - 20080711 GOOD             USACE
 RD1542
 RD1542                          STATION DESCRIPTION
 RD1542
 RD1542'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 RD1542'IN PORTLAND.
 RD1542'IN PORTLAND, IN THE SOUTH CORNER OF THE INTERSECTION OF NORTHWEST
 RD1542'FRONT AVENUE AND NORTHWEST 14TH AVENUE, SET VERTICALLY IN THE CENTER
 RD1542'OF THE NORTHEAST FACE OF THE FIRST FREMONT BRIDGE PIER ON THE
 RD1542'SOUTHWEST SIDE OF FRONT AVENUE, 50.6 M (166.0 FT) SOUTHWEST OF THE
 RD1542'CENTERLINE OF FRONT AVENUE, 49.1 M (161.1 FT) SOUTHEAST OF THE
 RD1542'CENTERLINE OF 14TH AVENUE.
 RD1542'THE MARK IS 1.5 M ABOVE THE GROUND.
 RD1542
 RD1542                          STATION RECOVERY (2004)
 RD1542
 RD1542'RECOVERY NOTE BY US POWER SQUADRON 2004
 RD1542'RECOVERED IN GOOD CONDITION.
 RD1542
 RD1542                          STATION RECOVERY (2006)
 RD1542
 RD1542'RECOVERY NOTE BY US POWER SQUADRON 2006 (SAO)
 RD1542'RECOVERED IN GOOD CONDITION.
 RD1542
 RD1542                          STATION RECOVERY (2008)
 RD1542
 RD1542'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2008 (JAK)
 RD1542'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1610 ***********************************************************************
 RD1610  DESIGNATION -  A 719
 RD1610  PID         -  RD1610
 RD1610  STATE/COUNTY-  OR/MULTNOMAH
 RD1610  USGS QUAD   -  BRIDAL VEIL (1994)
 RD1610
 RD1610                         *CURRENT SURVEY CONTROL
 RD1610  ___________________________________________________________________
 RD1610* NAD 83(1986)-  45 34 17.     (N)    122 09 27.     (W)     SCALED    
 RD1610* NAVD 88     -        14.694  (meters)      48.21   (feet)  ADJUSTED  
 RD1610  ___________________________________________________________________
 RD1610  GEOID HEIGHT-         -22.16  (meters)                     GEOID03
 RD1610  DYNAMIC HT  -          14.694 (meters)      48.21  (feet)  COMP
 RD1610  MODELED GRAV-     980,590.8   (mgal)                       NAVD 88
 RD1610
 RD1610  VERT ORDER  -  FIRST     CLASS II
 RD1610
 RD1610.The horizontal coordinates were scaled from a topographic map and have
 RD1610.an estimated accuracy of +/- 6 seconds.
 RD1610
 RD1610.The orthometric height was determined by differential leveling
 RD1610.and adjusted in June 1991.
 RD1610
 RD1610.The geoid height was determined by GEOID03.
 RD1610
 RD1610.The dynamic height is computed by dividing the NAVD 88
 RD1610.geopotential number by the normal gravity value computed on the
 RD1610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1610.degrees latitude (g = 980.6199 gals.).
 RD1610
 RD1610.The modeled gravity was interpolated from observed gravity values.
 RD1610
 RD1610;                    North         East    Units  Estimated Accuracy
 RD1610;SPC OR N     -   212,990.    2,370,640.      MT  (+/- 180 meters Scaled)
 RD1610
 RD1610                          SUPERSEDED SURVEY CONTROL
 RD1610
 RD1610.No superseded survey control is available for this station.
 RD1610
 RD1610_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER657467(NAD 83)
 RD1610_MARKER: I = METAL ROD
 RD1610_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RD1610_SP_SET: STAINLESS STEEL ROD
 RD1610_STAMPING: A 719 1987
 RD1610_MARK LOGO: NGS   
 RD1610_PROJECTION: FLUSH
 RD1610_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RD1610_ROD/PIPE-DEPTH: 4.9  meters
 RD1610
 RD1610  HISTORY     - Date     Condition        Report By
 RD1610  HISTORY     - 1987     MONUMENTED       NGS
 RD1610  HISTORY     - 1987     GOOD             USPSQD
 RD1610  HISTORY     - 1987     GOOD             USPSQD
 RD1610  HISTORY     - 20040516 MARK NOT FOUND   USPSQD
 RD1610
 RD1610                          STATION DESCRIPTION
 RD1610
 RD1610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 RD1610'2.0 KM (1.25 MI) EAST FROM BRIDAL VEIL.
 RD1610'2.0 KM (1.25 MI) EAST ALONG INTERSTATE HIGHWAY 84 FROM THE OVERPASS AT
 RD1610'EXIT 28 IN BRIDAL VEIL, SOUTH AND ACROSS THE HIGHWAY FROM A ROAD
 RD1610'NORTH TO DALTON POINT BOAT RAMP, ON THE EXTENDED CENTERLINE OF THE
 RD1610'ROAD, 13.7 M (44.9 FT) SOUTH OF THE HIGHWAY EASTBOUND CENTERLINE, 2.6
 RD1610'M (8.5 FT) SOUTH OF A FENCE. NOTE--ACCESS TO DATUM POINT IS HAD
 RD1610'THROUGH A 5-INCH LOGO CAP.
 RD1610'THE MARK IS 0.4 METERS  N FROM  A WITNESS POST
 RD1610'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 RD1610
 RD1610                          STATION RECOVERY (1987)
 RD1610
 RD1610'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWE)
 RD1610'RECOVERED IN GOOD CONDITION.
 RD1610
 RD1610                          STATION RECOVERY (1987)
 RD1610
 RD1610'RECOVERY NOTE BY US POWER SQUADRON 1987 (ECD)
 RD1610'RECOVERED IN GOOD CONDITION.
 RD1610
 RD1610                          STATION RECOVERY (2004)
 RD1610
 RD1610'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 RD1610'FENCE, WITNESS POST GONE BUT A THROUGH SEARCH MADE OF THE AREA USING
 RD1610'GPS COORDINATES. THIS STATION NOT FOUND
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1941 ***********************************************************************
 RC1941  DESIGNATION -  A 721
 RC1941  PID         -  RC1941
 RC1941  STATE/COUNTY-  OR/SHERMAN
 RC1941  USGS QUAD   -  BIGGS JUNCTION (1994)
 RC1941
 RC1941                         *CURRENT SURVEY CONTROL
 RC1941  ___________________________________________________________________
 RC1941* NAD 83(2007)-  45 40 04.31318(N)    120 49 30.43859(W)     ADJUSTED  
 RC1941* NAVD 88     -        83.397  (meters)     273.61   (feet)  ADJUSTED  
 RC1941  ___________________________________________________________________
 RC1941  EPOCH DATE  -        2007.00
 RC1941  X           -  -2,287,872.977 (meters)                     COMP
 RC1941  Y           -  -3,834,119.409 (meters)                     COMP
 RC1941  Z           -   4,539,570.958 (meters)                     COMP
 RC1941  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 RC1941  ELLIP HEIGHT-          62.047 (meters)          (02/10/07) ADJUSTED
 RC1941  GEOID HEIGHT-         -21.37  (meters)                     GEOID03
 RC1941  DYNAMIC HT  -          83.396 (meters)     273.61  (feet)  COMP
 RC1941
 RC1941  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 RC1941  Type    PID    Designation                      North   East  Ellip
 RC1941  -------------------------------------------------------------------
 RC1941  NETWORK RC1941 A 721                             0.73   0.55   2.33
 RC1941  -------------------------------------------------------------------
 RC1941  MODELED GRAV-     980,598.8   (mgal)                       NAVD 88
 RC1941
 RC1941  VERT ORDER  -  FIRST     CLASS II
 RC1941
 RC1941.The horizontal coordinates were established by GPS observations
 RC1941.and adjusted by the National Geodetic Survey in February 2007.
 RC1941
 RC1941.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 RC1941.See www.ngs.noaa.gov/NationalReadjustment for more information.
 RC1941.The horizontal coordinates are valid at the epoch date displayed above.
 RC1941.The epoch date for horizontal control is a decimal equivalence
 RC1941.of Year/Month/Day.
 RC1941
 RC1941.The orthometric height was determined by differential leveling
 RC1941.and adjusted in June 1991.
 RC1941
 RC1941.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RC1941
 RC1941.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC1941
 RC1941.The ellipsoidal height was determined by GPS observations
 RC1941.and is referenced to NAD 83.
 RC1941
 RC1941.The geoid height was determined by GEOID03.
 RC1941
 RC1941.The dynamic height is computed by dividing the NAVD 88
 RC1941.geopotential number by the normal gravity value computed on the
 RC1941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1941.degrees latitude (g = 980.6199 gals.).
 RC1941
 RC1941.The modeled gravity was interpolated from observed gravity values.
 RC1941
 RC1941;                    North         East     Units Scale Factor Converg.
 RC1941;SPC OR N     -   222,430.857 2,474,666.505   MT  0.99993251   -0 13 50.1
 RC1941;SPC OR N     -   729,760.03  8,118,984.60   iFT  0.99993251   -0 13 50.1
 RC1941;UTM  10      - 5,059,446.519   669,409.734   MT  0.99995285   +1 33 21.8
 RC1941
 RC1941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC1941!SPC OR N     -   0.99999027  x   0.99993251  =   0.99992278
 RC1941!UTM  10      -   0.99999027  x   0.99995285  =   0.99994312
 RC1941
 RC1941                          SUPERSEDED SURVEY CONTROL
 RC1941
 RC1941  NAD 83(1998)-  45 40 04.31267(N)    120 49 30.43934(W) AD(       ) B
 RC1941  ELLIP H (02/26/02)   62.035  (m)                       GP(       ) 3 2
 RC1941  NAVD 88 (02/26/02)   83.40   (m)          273.6    (f) LEVELING    3  
 RC1941
 RC1941.Superseded values are not recommended for survey control.
 RC1941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1941.See file dsdata.txt to determine how the superseded data were derived.
 RC1941
 RC1941_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR6941059447(NAD 83)
 RC1941_MARKER: I = METAL ROD
 RC1941_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RC1941_SP_SET: STAINLESS STEEL ROD
 RC1941_STAMPING: A 721 1987
 RC1941_MARK LOGO: NGS   
 RC1941_PROJECTION: FLUSH
 RC1941_MAGNETIC: N = NO MAGNETIC MATERIAL
 RC1941_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RC1941_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RC1941+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2000
 RC1941_ROD/PIPE-DEPTH: 3.2  meters
 RC1941
 RC1941  HISTORY     - Date     Condition        Report By
 RC1941  HISTORY     - 1987     MONUMENTED       NGS
 RC1941  HISTORY     - 20001010 GOOD             OR-065
 RC1941
 RC1941                          STATION DESCRIPTION
 RC1941
 RC1941'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 RC1941'0.8 KM (0.50 MI) SOUTH FROM BIGGS.
 RC1941'0.8 KM (0.50 MI) SOUTH ALONG US HIGHWAY 97 FROM THE BRIDGE OVER THE
 RC1941'UNION PACIFIC RAILROAD IN BIGGS, 30.17 M (99.0 FT) NORTH OF THE
 RC1941'CENTERLINE OF US HIGHWAY 97, 35.29 M (115.8 FT) NORTHEAST OF THE
 RC1941'NORTHEAST END OF THE HIGHWAY BRIDGE OVER SPANISH HOLLOW, 0.30 M
 RC1941'(1.0 FT) SOUTH OF A FENCE. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH
 RC1941'A 5-INCH LOGO CAP.
 RC1941'THE MARK IS 0.27 METERS  W FROM  A WITNESS POST
 RC1941'THE MARK IS 0.76 M BELOW THE HIGHWAY.
 RC1941
 RC1941                          STATION RECOVERY (2000)
 RC1941
 RC1941'RECOVERY NOTE BY WASCO COUNTY OREGON 2000 (DGI)
 RC1941'RECOVERED AS DESCRIBED
 RC1941'
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1978 ***********************************************************************
 RC1978  DESIGNATION -  A 722
 RC1978  PID         -  RC1978
 RC1978  STATE/COUNTY-  OR/SHERMAN
 RC1978  USGS QUAD   -  ERSKINE (1962)
 RC1978
 RC1978                         *CURRENT SURVEY CONTROL
 RC1978  ___________________________________________________________________
 RC1978* NAD 83(1986)-  45 24 08.     (N)    120 47 22.     (W)     SCALED    
 RC1978* NAVD 88     -       701.091  (meters)    2300.16   (feet)  ADJUSTED  
 RC1978  ___________________________________________________________________
 RC1978  GEOID HEIGHT-         -21.09  (meters)                     GEOID03
 RC1978  DYNAMIC HT  -         700.985 (meters)    2299.82  (feet)  COMP
 RC1978  MODELED GRAV-     980,442.0   (mgal)                       NAVD 88
 RC1978
 RC1978  VERT ORDER  -  FIRST     CLASS II
 RC1978
 RC1978.The horizontal coordinates were scaled from a topographic map and have
 RC1978.an estimated accuracy of +/- 6 seconds.
 RC1978
 RC1978.The orthometric height was determined by differential leveling
 RC1978.and adjusted in June 1991.
 RC1978
 RC1978.The geoid height was determined by GEOID03.
 RC1978
 RC1978.The dynamic height is computed by dividing the NAVD 88
 RC1978.geopotential number by the normal gravity value computed on the
 RC1978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1978.degrees latitude (g = 980.6199 gals.).
 RC1978
 RC1978.The modeled gravity was interpolated from observed gravity values.
 RC1978
 RC1978;                    North         East    Units  Estimated Accuracy
 RC1978;SPC OR N     -   192,900.    2,477,340.      MT  (+/- 180 meters Scaled)
 RC1978
 RC1978                          SUPERSEDED SURVEY CONTROL
 RC1978
 RC1978.No superseded survey control is available for this station.
 RC1978
 RC1978_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR730300(NAD 83)
 RC1978_MARKER: I = METAL ROD
 RC1978_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RC1978+WITH SETTING: INFORMATION.
 RC1978_SP_SET: SHALLOW-SET METAL ROD
 RC1978_STAMPING: A 722 1987
 RC1978_MARK LOGO: NGS   
 RC1978_PROJECTION: FLUSH
 RC1978_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RC1978_ROD/PIPE-DEPTH: 1.15 meters
 RC1978
 RC1978  HISTORY     - Date     Condition        Report By
 RC1978  HISTORY     - 1987     MONUMENTED       NGS
 RC1978
 RC1978                          STATION DESCRIPTION
 RC1978
 RC1978'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 RC1978'5.2 KM (3.20 MI) NORTH FROM GRASS VALLEY.
 RC1978'5.2 KM (3.25 MI) NORTH ALONG US HIGHWAY 97 FROM THE POST OFFICE IN
 RC1978'GRASS VALLEY, 17.25 M (56.6 FT) WEST OF THE CENTERLINE OF THE
 RC1978'HIGHWAY, 7.3 M (24.0 FT) SOUTH OF THE CENTER OF A ROAD LEADING WEST,
 RC1978'6.97 M (22.9 FT) EAST OF A CORNER FENCE POST, 1.12 M (3.7 FT)
 RC1978'SOUTHEAST OF POWERLINE GUY POLE 159903.  ROD DRIVEN TO ABRUPT REFUSAL
 RC1978'AND ANCHORED.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 RC1978'LOGO CAP.
 RC1978'THE MARK IS 0.30 METERS  NW FROM  A WITNESS POST
 RC1978'THE MARK IS 0.30 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1487 ***********************************************************************
 RD1487  DESIGNATION -  A 723
 RD1487  PID         -  RD1487
 RD1487  STATE/COUNTY-  OR/CLACKAMAS
 RD1487  USGS QUAD   -  LAKE OSWEGO (1984)
 RD1487
 RD1487                         *CURRENT SURVEY CONTROL
 RD1487  ___________________________________________________________________
 RD1487* NAD 83(1986)-  45 26 56.     (N)    122 38 31.     (W)     SCALED    
 RD1487* NAVD 88     -        13.257  (meters)      43.49   (feet)  ADJUSTED  
 RD1487  ___________________________________________________________________
 RD1487  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 RD1487  DYNAMIC HT  -          13.258 (meters)      43.50  (feet)  COMP
 RD1487  MODELED GRAV-     980,629.3   (mgal)                       NAVD 88
 RD1487
 RD1487  VERT ORDER  -  FIRST     CLASS II
 RD1487
 RD1487.The horizontal coordinates were scaled from a topographic map and have
 RD1487.an estimated accuracy of +/- 6 seconds.
 RD1487
 RD1487.The orthometric height was determined by differential leveling
 RD1487.and adjusted in June 1991.
 RD1487
 RD1487.The geoid height was determined by GEOID03.
 RD1487
 RD1487.The dynamic height is computed by dividing the NAVD 88
 RD1487.geopotential number by the normal gravity value computed on the
 RD1487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1487.degrees latitude (g = 980.6199 gals.).
 RD1487
 RD1487.The modeled gravity was interpolated from observed gravity values.
 RD1487
 RD1487;                    North         East    Units  Estimated Accuracy
 RD1487;SPC OR N     -   200,270.    2,332,470.      MT  (+/- 180 meters Scaled)
 RD1487
 RD1487                          SUPERSEDED SURVEY CONTROL
 RD1487
 RD1487.No superseded survey control is available for this station.
 RD1487
 RD1487_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER279328(NAD 83)
 RD1487_MARKER: DB = BENCH MARK DISK
 RD1487_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RD1487_SP_SET: PIER
 RD1487_STAMPING: A 723 1987
 RD1487_MARK LOGO: NGS   
 RD1487_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RD1487+STABILITY: POSITION/ELEVATION WELL
 RD1487
 RD1487  HISTORY     - Date     Condition        Report By
 RD1487  HISTORY     - 1987     MONUMENTED       NGS
 RD1487  HISTORY     - 20020913 GOOD             USPSQD
 RD1487  HISTORY     - 20060324 GOOD             USPSQD
 RD1487
 RD1487                          STATION DESCRIPTION
 RD1487
 RD1487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 RD1487'IN MILWAUKIE.
 RD1487'IN MILWAUKIE, AT THE INTERSECTION OF STATE HIGHWAYS 99E AND 224, SET
 RD1487'VERTICALLY IN THE EAST FACE OF THE MOST NORTHERLY ONE OF TWO COLUMNS
 RD1487'OF THE FIRST PIER WEST OF THE SOUTHEAST ABUTMENT OF THE STATE HIGHWAY
 RD1487'224 BRIDGE SPANNING STATE HIGHWAY 99E, 23.6 M (77.4 FT) EAST OF THE
 RD1487'CENTERLINE OF THE NORTHBOUND LANES OF STATE HIGHWAY 99E, 9.8 M
 RD1487'(32.2 FT) WEST OF THE CENTERLINE OF A FRONTAGE ROAD, AND 7.2 M
 RD1487'(23.6 FT) NORTH OF THE CENTER OF STATE HIGHWAY 224.
 RD1487'THE MARK IS 1.4 M ABOVE THE GROUND.
 RD1487
 RD1487                          STATION RECOVERY (2002)
 RD1487
 RD1487'RECOVERY NOTE BY US POWER SQUADRON 2002 (RC)
 RD1487'DESCRIPTION OK. ACCESSIBLE FROM SE MAIN ST. ADJACENT EAST OF US99E.
 RD1487'NEAR ODD FELLOWS BLDG. (10282 SE MAIN).
 RD1487'BRONZE DISK PAINTED OVER BUT LEGIBLE.
 RD1487' 
 RD1487
 RD1487                          STATION RECOVERY (2006)
 RD1487
 RD1487'RECOVERY NOTE BY US POWER SQUADRON 2006 (REC)
 RD1487'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1499 ***********************************************************************
 RD1499  DESIGNATION -  A 724
 RD1499  PID         -  RD1499
 RD1499  STATE/COUNTY-  OR/CLACKAMAS
 RD1499  USGS QUAD   -  OREGON CITY (1985)
 RD1499
 RD1499                         *CURRENT SURVEY CONTROL
 RD1499  ___________________________________________________________________
 RD1499* NAD 83(1986)-  45 20 51.     (N)    122 37 07.     (W)     SCALED    
 RD1499* NAVD 88     -        30.268  (meters)      99.30   (feet)  ADJUSTED  
 RD1499  ___________________________________________________________________
 RD1499  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 RD1499  DYNAMIC HT  -          30.268 (meters)      99.30  (feet)  COMP
 RD1499  MODELED GRAV-     980,618.8   (mgal)                       NAVD 88
 RD1499
 RD1499  VERT ORDER  -  FIRST     CLASS II
 RD1499
 RD1499.The horizontal coordinates were scaled from a topographic map and have
 RD1499.an estimated accuracy of +/- 6 seconds.
 RD1499
 RD1499.The orthometric height was determined by differential leveling
 RD1499.and adjusted in June 1991.
 RD1499
 RD1499.The geoid height was determined by GEOID03.
 RD1499
 RD1499.The dynamic height is computed by dividing the NAVD 88
 RD1499.geopotential number by the normal gravity value computed on the
 RD1499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1499.degrees latitude (g = 980.6199 gals.).
 RD1499
 RD1499.The modeled gravity was interpolated from observed gravity values.
 RD1499
 RD1499;                    North         East    Units  Estimated Accuracy
 RD1499;SPC OR N     -   188,950.    2,334,000.      MT  (+/- 180 meters Scaled)
 RD1499
 RD1499                          SUPERSEDED SURVEY CONTROL
 RD1499
 RD1499.No superseded survey control is available for this station.
 RD1499
 RD1499_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER298216(NAD 83)
 RD1499_MARKER: DB = BENCH MARK DISK
 RD1499_SETTING: 66 = SET IN ROCK OUTCROP
 RD1499_SP_SET: BEDROCK
 RD1499_STAMPING: A 724 1987
 RD1499_MARK LOGO: NGS   
 RD1499_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RD1499+STABILITY: POSITION/ELEVATION WELL
 RD1499_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RD1499+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2006
 RD1499
 RD1499  HISTORY     - Date     Condition        Report By
 RD1499  HISTORY     - 1987     MONUMENTED       NGS
 RD1499  HISTORY     - 1989     GOOD             USPSQD
 RD1499  HISTORY     - 20040729 GOOD             USPSQD
 RD1499  HISTORY     - 20060823 GOOD             USPSQD
 RD1499
 RD1499                          STATION DESCRIPTION
 RD1499
 RD1499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 RD1499'2.6 KM (1.60 MI) SW FROM OREGON CITY.
 RD1499'2.6 KM (1.60 MI)  SOUTHWESTERLY ALONG STATE HIGHWAY 99E FROM ITS
 RD1499'JUNCTION WITH INTERSTATE HIGHWAY 205 IN OREGON CITY, IN THE
 RD1499'SOUTHWESTERN 1/4 OF AN EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 48.1
 RD1499'M (157.8 FT) NORTHEAST OF THE SOUTHWEST END OF THE BEDROCK, AND 5.6 M
 RD1499'(18.4 FT) SOUTHEAST OF THE CENTERLINE OF THE NORTHEASTBOUND LANES OF
 RD1499'THE HIGHWAY.
 RD1499'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 RD1499'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 RD1499
 RD1499                          STATION RECOVERY (1989)
 RD1499
 RD1499'RECOVERY NOTE BY US POWER SQUADRON 1989 (SMN)
 RD1499'RECOVERED IN GOOD CONDITION.
 RD1499
 RD1499                          STATION RECOVERY (2004)
 RD1499
 RD1499'RECOVERY NOTE BY US POWER SQUADRON 2004 (REC)
 RD1499'RECOVERED IN GOOD CONDITION.
 RD1499
 RD1499                          STATION RECOVERY (2006)
 RD1499
 RD1499'RECOVERY NOTE BY US POWER SQUADRON 2006 (REC)
 RD1499'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1540 ***********************************************************************
 RD1540  DESIGNATION -  A 725
 RD1540  PID         -  RD1540
 RD1540  STATE/COUNTY-  OR/MARION
 RD1540  USGS QUAD   -  GERVAIS (1985)
 RD1540
 RD1540                         *CURRENT SURVEY CONTROL
 RD1540  ___________________________________________________________________
 RD1540* NAD 83(1986)-  45 00 33.     (N)    122 58 34.     (W)     SCALED    
 RD1540* NAVD 88     -        43.906  (meters)     144.05   (feet)  ADJUSTED  
 RD1540  ___________________________________________________________________
 RD1540  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 RD1540  DYNAMIC HT  -          43.904 (meters)     144.04  (feet)  COMP
 RD1540  MODELED GRAV-     980,574.9   (mgal)                       NAVD 88
 RD1540
 RD1540  VERT ORDER  -  FIRST     CLASS II
 RD1540
 RD1540.The horizontal coordinates were scaled from a topographic map and have
 RD1540.an estimated accuracy of +/- 6 seconds.
 RD1540
 RD1540.The orthometric height was determined by differential leveling
 RD1540.and adjusted in June 1991.
 RD1540
 RD1540.The geoid height was determined by GEOID03.
 RD1540
 RD1540.The dynamic height is computed by dividing the NAVD 88
 RD1540.geopotential number by the normal gravity value computed on the
 RD1540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1540.degrees latitude (g = 980.6199 gals.).
 RD1540
 RD1540.The modeled gravity was interpolated from observed gravity values.
 RD1540
 RD1540;                    North         East    Units  Estimated Accuracy
 RD1540;SPC OR N     -   152,170.    2,304,850.      MT  (+/- 180 meters Scaled)
 RD1540
 RD1540                          SUPERSEDED SURVEY CONTROL
 RD1540
 RD1540.No superseded survey control is available for this station.
 RD1540
 RD1540_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ018839(NAD 83)
 RD1540_MARKER: I = METAL ROD
 RD1540_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RD1540_SP_SET: STAINLESS STEEL ROD
 RD1540_STAMPING: A 725 1987
 RD1540_MARK LOGO: NGS   
 RD1540_PROJECTION: RECESSED 1 CENTIMETERS
 RD1540_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RD1540_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RD1540+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2007
 RD1540_ROD/PIPE-DEPTH: 11.3 meters
 RD1540
 RD1540  HISTORY     - Date     Condition        Report By
 RD1540  HISTORY     - 1987     MONUMENTED       NGS
 RD1540  HISTORY     - 20000315 MARK NOT FOUND   USPSQD
 RD1540  HISTORY     - 20031002 GOOD             BPA
 RD1540  HISTORY     - 20050427 GOOD             OBEC
 RD1540  HISTORY     - 20070310 GOOD             USPSQD
 RD1540
 RD1540                          STATION DESCRIPTION
 RD1540
 RD1540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 RD1540'3.3 KM (2.05 MI) NE FROM SALEM.
 RD1540'3.3 KM (2.05 MI) NORTHEASTERLY ALONG STATE HIGHWAY 99E FROM ITS
 RD1540'JUNCTION WITH INTERSTATE HIGHWAY 5 IN SALEM, 17.5 M (57.4 FT)
 RD1540'SOUTHWEST OF THE SOUTHWEST CORNER OF RALPHS SANTATION SERVICE, 15.7 M
 RD1540'(51.5 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 7.3 M (24.0 FT)
 RD1540'NORTH OF THE CENTERLINE OF LAKESIDE DRIVE, 1.3 M (4.3 FT) WEST OF A
 RD1540'UTILITY POLE, AND 1.0 M (3.3 FT) SOUTH-SOUTHEAST OF A LIGHT POLE.
 RD1540'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 RD1540'THE MARK IS 0.7 M BELOW THE HIGHWAY.
 RD1540
 RD1540                          STATION RECOVERY (2000)
 RD1540
 RD1540'RECOVERY NOTE BY US POWER SQUADRON 2000
 RD1540'MARK NOT FOUND.
 RD1540
 RD1540                          STATION RECOVERY (2003)
 RD1540
 RD1540'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 2003 (MSS)
 RD1540'RECOVERED AS DESCRIBED IN 1987
 RD1540
 RD1540                          STATION RECOVERY (2005)
 RD1540
 RD1540'RECOVERY NOTE BY OBEC CONSULTING ENGINEERS INC. 2005 (JLG)
 RD1540'RECOVERED IN GOOD CONDITION.
 RD1540
 RD1540                          STATION RECOVERY (2007)
 RD1540
 RD1540'RECOVERY NOTE BY US POWER SQUADRON 2007 (RJH)
 RD1540'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1468 ***********************************************************************
 QE1468  DESIGNATION -  A 726
 QE1468  PID         -  QE1468
 QE1468  STATE/COUNTY-  OR/LINN
 QE1468  USGS QUAD   -  ALBANY (1975)
 QE1468
 QE1468                         *CURRENT SURVEY CONTROL
 QE1468  ___________________________________________________________________
 QE1468* NAD 83(1986)-  44 40 11.     (N)    123 03 30.     (W)     SCALED    
 QE1468* NAVD 88     -        73.486  (meters)     241.10   (feet)  ADJUSTED  
 QE1468  ___________________________________________________________________
 QE1468  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 QE1468  DYNAMIC HT  -          73.480 (meters)     241.08  (feet)  COMP
 QE1468  MODELED GRAV-     980,548.7   (mgal)                       NAVD 88
 QE1468
 QE1468  VERT ORDER  -  FIRST     CLASS II
 QE1468
 QE1468.The horizontal coordinates were scaled from a topographic map and have
 QE1468.an estimated accuracy of +/- 6 seconds.
 QE1468
 QE1468.The orthometric height was determined by differential leveling
 QE1468.and adjusted in June 1991.
 QE1468
 QE1468.The geoid height was determined by GEOID03.
 QE1468
 QE1468.The dynamic height is computed by dividing the NAVD 88
 QE1468.geopotential number by the normal gravity value computed on the
 QE1468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1468.degrees latitude (g = 980.6199 gals.).
 QE1468
 QE1468.The modeled gravity was interpolated from observed gravity values.
 QE1468
 QE1468;                    North         East    Units  Estimated Accuracy
 QE1468;SPC OR N     -   114,670.    2,297,180.      MT  (+/- 180 meters Scaled)
 QE1468
 QE1468                          SUPERSEDED SURVEY CONTROL
 QE1468
 QE1468.No superseded survey control is available for this station.
 QE1468
 QE1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ953462(NAD 83)
 QE1468_MARKER: I = METAL ROD
 QE1468_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QE1468_SP_SET: STAINLESS STEEL ROD
 QE1468_STAMPING: A 726 1987
 QE1468_MARK LOGO: NGS   
 QE1468_PROJECTION: FLUSH
 QE1468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE1468_ROD/PIPE-DEPTH: 6.7  meters
 QE1468
 QE1468  HISTORY     - Date     Condition        Report By
 QE1468  HISTORY     - 1987     MONUMENTED       NGS
 QE1468  HISTORY     - 1987     GOOD             USPSQD
 QE1468  HISTORY     - 20061019 MARK NOT FOUND   USPSQD
 QE1468
 QE1468                          STATION DESCRIPTION
 QE1468
 QE1468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QE1468'4.4 KM (2.75 MI) NORTH FROM ALBANY.
 QE1468'4.4 KM (2.75 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 5 FROM ITS
 QE1468'JUNCTION WITH U.S. HIGHWAY 20 IN ALBANY, 30.5 M (100.1 FT) WEST OF
 QE1468'THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, 5.4 M
 QE1468'(17.7 FT) EAST OF THE NEAR RAIL OF THE SOUTHERN PACIFIC RAILROAD, AND
 QE1468'1.2 M (3.9 FT) EAST OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT
 QE1468'IS HAD THROUGH A 5-INCH LOGO CAP.
 QE1468'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 QE1468'THE MARK IS 0.6 M ABOVE THE RAIL.
 QE1468
 QE1468                          STATION RECOVERY (1987)
 QE1468
 QE1468'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWE)
 QE1468'RECOVERED IN GOOD CONDITION.
 QE1468
 QE1468                          STATION RECOVERY (2006)
 QE1468
 QE1468'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 QE1468'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1542 ***********************************************************************
 QE1542  DESIGNATION -  A 727
 QE1542  PID         -  QE1542
 QE1542  STATE/COUNTY-  OR/LINCOLN
 QE1542  USGS QUAD   -  EDDYVILLE (1984)
 QE1542
 QE1542                         *CURRENT SURVEY CONTROL
 QE1542  ___________________________________________________________________
 QE1542* NAD 83(1986)-  44 40 29.     (N)    123 51 02.     (W)     SCALED    
 QE1542* NAVD 88     -        16.133  (meters)      52.93   (feet)  ADJUSTED  
 QE1542  ___________________________________________________________________
 QE1542  GEOID HEIGHT-         -22.63  (meters)                     GEOID03
 QE1542  DYNAMIC HT  -          16.133 (meters)      52.93  (feet)  COMP
 QE1542  MODELED GRAV-     980,613.3   (mgal)                       NAVD 88
 QE1542
 QE1542  VERT ORDER  -  FIRST     CLASS II
 QE1542
 QE1542.The horizontal coordinates were scaled from a topographic map and have
 QE1542.an estimated accuracy of +/- 6 seconds.
 QE1542
 QE1542.The orthometric height was determined by differential leveling
 QE1542.and adjusted in June 1991.
 QE1542
 QE1542.The geoid height was determined by GEOID03.
 QE1542
 QE1542.The dynamic height is computed by dividing the NAVD 88
 QE1542.geopotential number by the normal gravity value computed on the
 QE1542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1542.degrees latitude (g = 980.6199 gals.).
 QE1542
 QE1542.The modeled gravity was interpolated from observed gravity values.
 QE1542
 QE1542;                    North         East    Units  Estimated Accuracy
 QE1542;SPC OR N     -   117,530.    2,234,420.      MT  (+/- 180 meters Scaled)
 QE1542
 QE1542                          SUPERSEDED SURVEY CONTROL
 QE1542
 QE1542.No superseded survey control is available for this station.
 QE1542
 QE1542_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ325471(NAD 83)
 QE1542_MARKER: I = METAL ROD
 QE1542_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QE1542+WITH SETTING: INFORMATION.
 QE1542_SP_SET: SHALLOW-SET METAL ROD
 QE1542_STAMPING: A 727 1987
 QE1542_MARK LOGO: NGS   
 QE1542_PROJECTION: FLUSH
 QE1542_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE1542_ROD/PIPE-DEPTH: 2.3  meters
 QE1542
 QE1542  HISTORY     - Date     Condition        Report By
 QE1542  HISTORY     - 1987     MONUMENTED       NGS
 QE1542
 QE1542                          STATION DESCRIPTION
 QE1542
 QE1542'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QE1542'20.0 KM (12.45 MI) EAST FROM NEWPORT.
 QE1542'20.0 KM (12.45 MI) EASTERLY ALONG U.S. HIGHWAY 20 FROM ITS JUNCTION
 QE1542'WITH U.S. HIGHWAY 101 IN NEWPORT, 32.6 M (107.0 FT) NORTH OF THE
 QE1542'CENTERLINE OF THE HIGHWAY, 21.0 M (68.9 FT) NORTH OF THE CENTER OF A
 QE1542'BRIDGE OVER SAM CREEK, AND 5.1 M (16.7 FT) WEST OF THE CENTER OF SAM
 QE1542'CREEK ROAD LEADING NORTH.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH
 QE1542'A 5-INCH LOGO CAP.
 QE1542'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 QE1542'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1478 ***********************************************************************
 QE1478  DESIGNATION -  A 728
 QE1478  PID         -  QE1478
 QE1478  STATE/COUNTY-  OR/LINN
 QE1478  USGS QUAD   -  TANGENT (1986)
 QE1478
 QE1478                         *CURRENT SURVEY CONTROL
 QE1478  ___________________________________________________________________
 QE1478* NAD 83(1986)-  44 36 04.     (N)    123 06 46.     (W)     SCALED    
 QE1478* NAVD 88     -        64.051  (meters)     210.14   (feet)  ADJUSTED  
 QE1478  ___________________________________________________________________
 QE1478  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 QE1478  DYNAMIC HT  -          64.046 (meters)     210.12  (feet)  COMP
 QE1478  MODELED GRAV-     980,549.5   (mgal)                       NAVD 88
 QE1478
 QE1478  VERT ORDER  -  FIRST     CLASS II
 QE1478
 QE1478.The horizontal coordinates were scaled from a topographic map and have
 QE1478.an estimated accuracy of +/- 6 seconds.
 QE1478
 QE1478.The orthometric height was determined by differential leveling
 QE1478.and adjusted in June 1991.
 QE1478
 QE1478.The geoid height was determined by GEOID03.
 QE1478
 QE1478.The dynamic height is computed by dividing the NAVD 88
 QE1478.geopotential number by the normal gravity value computed on the
 QE1478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1478.degrees latitude (g = 980.6199 gals.).
 QE1478
 QE1478.The modeled gravity was interpolated from observed gravity values.
 QE1478
 QE1478;                    North         East    Units  Estimated Accuracy
 QE1478;SPC OR N     -   107,190.    2,292,610.      MT  (+/- 180 meters Scaled)
 QE1478
 QE1478                          SUPERSEDED SURVEY CONTROL
 QE1478
 QE1478.No superseded survey control is available for this station.
 QE1478
 QE1478_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ910386(NAD 83)
 QE1478_MARKER: I = METAL ROD
 QE1478_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QE1478_SP_SET: STAINLESS STEEL ROD
 QE1478_STAMPING: A 728 1987
 QE1478_MARK LOGO: NGS   
 QE1478_PROJECTION: FLUSH
 QE1478_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE1478_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QE1478+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2006
 QE1478_ROD/PIPE-DEPTH: 6.8  meters
 QE1478
 QE1478  HISTORY     - Date     Condition        Report By
 QE1478  HISTORY     - 1987     MONUMENTED       NGS
 QE1478  HISTORY     - 20060526 GOOD             USPSQD
 QE1478
 QE1478                          STATION DESCRIPTION
 QE1478
 QE1478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QE1478'3.6 KM (2.25 MI) SOUTH FROM ALBANY.
 QE1478'3.6 KM (2.25 MI) SOUTHERLY ALONG STATE HIGHWAY 99E FROM THE SOUTHERN
 QE1478'PACIFIC RAILROAD STATION IN ALBANY, 27.8 M (91.2 FT) EAST OF THE
 QE1478'CENTERLINE OF THE HIGHWAY, 4.2 M (13.8 FT) SOUTH OF THE CENTER OF A
 QE1478'GATE AND FIELD ENTRANCE ROAD, 0.6 M (2.0 FT) NORTHWEST OF A FENCE
 QE1478'CORNER, AND 0.3 M (1.0 FT) NORTH OF A FENCE. NOTE--ACCESS TO DATUM
 QE1478'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QE1478'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 QE1478'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 QE1478
 QE1478                          STATION RECOVERY (2006)
 QE1478
 QE1478'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 QE1478'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1396 ***********************************************************************
 QD1396  DESIGNATION -  A 729
 QD1396  PID         -  QD1396
 QD1396  STATE/COUNTY-  OR/WASCO
 QD1396  USGS QUAD   -  ANTELOPE (1987)
 QD1396
 QD1396                         *CURRENT SURVEY CONTROL
 QD1396  ___________________________________________________________________
 QD1396* NAD 83(2007)-  44 53 38.59650(N)    120 39 04.66583(W)     ADJUSTED  
 QD1396* NAVD 88     -       967.992  (meters)    3175.82   (feet)  ADJUSTED  
 QD1396  ___________________________________________________________________
 QD1396  EPOCH DATE  -        2007.00
 QD1396  X           -  -2,307,703.870 (meters)                     COMP
 QD1396  Y           -  -3,894,152.944 (meters)                     COMP
 QD1396  Z           -   4,479,684.162 (meters)                     COMP
 QD1396  LAPLACE CORR-           4.73  (seconds)                    DEFLEC99
 QD1396  ELLIP HEIGHT-         947.543 (meters)          (02/10/07) ADJUSTED
 QD1396  GEOID HEIGHT-         -20.46  (meters)                     GEOID03
 QD1396  DYNAMIC HT  -         967.745 (meters)    3175.01  (feet)  COMP
 QD1396
 QD1396  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 QD1396  Type    PID    Designation                      North   East  Ellip
 QD1396  -------------------------------------------------------------------
 QD1396  NETWORK QD1396 A 729                             0.57   0.41   1.76
 QD1396  -------------------------------------------------------------------
 QD1396  MODELED GRAV-     980,328.9   (mgal)                       NAVD 88
 QD1396
 QD1396  VERT ORDER  -  FIRST     CLASS II
 QD1396
 QD1396.The horizontal coordinates were established by GPS observations
 QD1396.and adjusted by the National Geodetic Survey in February 2007.
 QD1396
 QD1396.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 QD1396.See www.ngs.noaa.gov/NationalReadjustment for more information.
 QD1396.The horizontal coordinates are valid at the epoch date displayed above.
 QD1396.The epoch date for horizontal control is a decimal equivalence
 QD1396.of Year/Month/Day.
 QD1396
 QD1396.The orthometric height was determined by differential leveling
 QD1396.and adjusted in June 1991.
 QD1396
 QD1396.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QD1396
 QD1396.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1396
 QD1396.The ellipsoidal height was determined by GPS observations
 QD1396.and is referenced to NAD 83.
 QD1396
 QD1396.The geoid height was determined by GEOID03.
 QD1396
 QD1396.The dynamic height is computed by dividing the NAVD 88
 QD1396.geopotential number by the normal gravity value computed on the
 QD1396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1396.degrees latitude (g = 980.6199 gals.).
 QD1396
 QD1396.The modeled gravity was interpolated from observed gravity values.
 QD1396
 QD1396;                    North         East     Units Scale Factor Converg.
 QD1396;SPC OR N     -   136,400.170 2,488,049.951   MT  0.99990602   -0 06 26.3
 QD1396;SPC OR N     -   447,507.12  8,162,893.54   iFT  0.99990602   -0 06 26.3
 QD1396;UTM  10      - 4,973,864.912   685,454.889   MT  1.00002294   +1 39 29.5
 QD1396
 QD1396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1396!SPC OR N     -   0.99985146  x   0.99990602  =   0.99975749
 QD1396!UTM  10      -   0.99985146  x   1.00002294  =   0.99987439
 QD1396
 QD1396                          SUPERSEDED SURVEY CONTROL
 QD1396
 QD1396  NAD 83(1998)-  44 53 38.59527(N)    120 39 04.66530(W) AD(       ) B
 QD1396  ELLIP H (02/26/02)  947.540  (m)                       GP(       ) 3 2
 QD1396  NAVD 88 (02/26/02)  967.99   (m)         3175.8    (f) LEVELING    3  
 QD1396
 QD1396.Superseded values are not recommended for survey control.
 QD1396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1396.See file dsdata.txt to determine how the superseded data were derived.
 QD1396
 QD1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ8545573865(NAD 83)
 QD1396_MARKER: I = METAL ROD
 QD1396_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QD1396_SP_SET: STAINLESS STEEL ROD
 QD1396_STAMPING: A 729 1987
 QD1396_MARK LOGO: NGS   
 QD1396_PROJECTION: FLUSH
 QD1396_MAGNETIC: N = NO MAGNETIC MATERIAL
 QD1396_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QD1396_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QD1396+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2000
 QD1396_ROD/PIPE-DEPTH: 4.02 meters
 QD1396
 QD1396  HISTORY     - Date     Condition        Report By
 QD1396  HISTORY     - 1987     MONUMENTED       NGS
 QD1396  HISTORY     - 20001010 GOOD             OR-065
 QD1396
 QD1396                          STATION DESCRIPTION
 QD1396
 QD1396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QD1396'7.3 KM (4.55 MI) EAST FROM ANTELOPE.
 QD1396'6.0 KM (3.75 MI) EAST ALONG STATE HIGHWAY 21 FROM THE POST OFFICE IN
 QD1396'ANTELOPE, THENCE 1.3 KM (0.80 MI) SOUTH ALONG COLD CAMP ROAD, 7.6 M
 QD1396'(24.9 FT) EAST OF THE ROAD CENTER, 7.3 M (24.0 FT) NORTH OF A JUNIPER
 QD1396'TREE, 0.24 M (0.8 FT) WEST OF A FENCE. NOTE--ACCESS TO DATUM POINT IS
 QD1396'HAD THROUGH A 5-INCH LOGO CAP.
 QD1396'THE MARK IS 0.39 METERS  S FROM  A WITNESS POST
 QD1396'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 QD1396
 QD1396                          STATION RECOVERY (2000)
 QD1396
 QD1396'RECOVERY NOTE BY WASCO COUNTY OREGON 2000 (DGI)
 QD1396'RECOVERED AS DESCRIBED
 QD1396' 
 QD1396' 
 QD1396'
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0586 ***********************************************************************
 PB0586  DESIGNATION -  A 73
 PB0586  PID         -  PB0586
 PB0586  STATE/COUNTY-  OR/LAKE
 PB0586  USGS QUAD   -  EGLI RIM (1982)
 PB0586
 PB0586                         *CURRENT SURVEY CONTROL
 PB0586  ___________________________________________________________________
 PB0586* NAD 83(1986)-  43 01 42.     (N)    120 47 13.     (W)     SCALED    
 PB0586* NAVD 88     -      1443.327  (meters)    4735.32   (feet)  ADJUSTED  
 PB0586  ___________________________________________________________________
 PB0586  GEOID HEIGHT-         -20.55  (meters)                     GEOID03
 PB0586  DYNAMIC HT  -        1442.522 (meters)    4732.67  (feet)  COMP
 PB0586  MODELED GRAV-     980,011.6   (mgal)                       NAVD 88
 PB0586
 PB0586  VERT ORDER  -  SECOND    CLASS 0
 PB0586
 PB0586.The horizontal coordinates were scaled from a topographic map and have
 PB0586.an estimated accuracy of +/- 6 seconds.
 PB0586
 PB0586.The orthometric height was determined by differential leveling
 PB0586.and adjusted in June 1991.
 PB0586
 PB0586.The geoid height was determined by GEOID03.
 PB0586
 PB0586.The dynamic height is computed by dividing the NAVD 88
 PB0586.geopotential number by the normal gravity value computed on the
 PB0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0586.degrees latitude (g = 980.6199 gals.).
 PB0586
 PB0586.The modeled gravity was interpolated from observed gravity values.
 PB0586
 PB0586;                    North         East    Units  Estimated Accuracy
 PB0586;SPC OR S     -   151,300.    1,476,620.      MT  (+/- 180 meters Scaled)
 PB0586
 PB0586                          SUPERSEDED SURVEY CONTROL
 PB0586
 PB0586  NGVD 29 (??/??/92) 1442.111  (m)         4731.33   (f) ADJ UNCH    2 0
 PB0586
 PB0586.Superseded values are not recommended for survey control.
 PB0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0586.See file dsdata.txt to determine how the superseded data were derived.
 PB0586
 PB0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFN803663(NAD 83)
 PB0586_MARKER: DD = SURVEY DISK
 PB0586_SETTING: 80 = SET IN A BOULDER
 PB0586_SP_SET: BOULDER
 PB0586_STAMPING: A 73 1931
 PB0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0586+STABILITY: SURFACE MOTION
 PB0586
 PB0586  HISTORY     - Date     Condition        Report By
 PB0586  HISTORY     - 1931     MONUMENTED       ORDT
 PB0586  HISTORY     - 1931     GOOD             NGS
 PB0586
 PB0586                          STATION DESCRIPTION
 PB0586
 PB0586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 PB0586'4.5 MI N FROM SUMMER LAKE.
 PB0586'ABOUT 4.5 MILES NORTH ALONG THE FREMONT HIGHWAY (OREGON 31) FROM
 PB0586'SUMMER LAKE, LAKE COUNTY, AT THE POINT OF A CURVE, 37 FEET SOUTHWEST
 PB0586'OF THE CENTER LINE OF THE HIGHWAY, AND IN A BOULDER.  AN OREGON STATE
 PB0586'HIGHWAY DEPARTMENT STANDARD DISK, STAMPED A 73 1931.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1420 ***********************************************************************
 QD1420  DESIGNATION -  A 730
 QD1420  PID         -  QD1420
 QD1420  STATE/COUNTY-  OR/JEFFERSON
 QD1420  USGS QUAD   -  MUDDY RANCH (1987)
 QD1420
 QD1420                         *CURRENT SURVEY CONTROL
 QD1420  ___________________________________________________________________
 QD1420* NAD 83(1986)-  44 47 01.     (N)    120 26 30.     (W)     SCALED    
 QD1420* NAVD 88     -       711.517  (meters)    2334.37   (feet)  ADJUSTED  
 QD1420  ___________________________________________________________________
 QD1420  GEOID HEIGHT-         -20.50  (meters)                     GEOID03
 QD1420  DYNAMIC HT  -         711.374 (meters)    2333.90  (feet)  COMP
 QD1420  MODELED GRAV-     980,391.9   (mgal)                       NAVD 88
 QD1420
 QD1420  VERT ORDER  -  FIRST     CLASS II
 QD1420
 QD1420.The horizontal coordinates were scaled from a topographic map and have
 QD1420.an estimated accuracy of +/- 6 seconds.
 QD1420
 QD1420.The orthometric height was determined by differential leveling
 QD1420.and adjusted in June 1991.
 QD1420
 QD1420.The geoid height was determined by GEOID03.
 QD1420
 QD1420.The dynamic height is computed by dividing the NAVD 88
 QD1420.geopotential number by the normal gravity value computed on the
 QD1420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1420.degrees latitude (g = 980.6199 gals.).
 QD1420
 QD1420.The modeled gravity was interpolated from observed gravity values.
 QD1420
 QD1420;                    North         East    Units  Estimated Accuracy
 QD1420;SPC OR N     -   124,120.    2,504,620.      MT  (+/- 180 meters Scaled)
 QD1420
 QD1420                          SUPERSEDED SURVEY CONTROL
 QD1420
 QD1420.No superseded survey control is available for this station.
 QD1420
 QD1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGQ023620(NAD 83)
 QD1420_MARKER: DB = BENCH MARK DISK
 QD1420_SETTING: 66 = SET IN ROCK OUTCROP
 QD1420_SP_SET: ROCK OUTCROP
 QD1420_STAMPING: A 730 1987
 QD1420_MARK LOGO: NGS   
 QD1420_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QD1420+STABILITY: POSITION/ELEVATION WELL
 QD1420
 QD1420  HISTORY     - Date     Condition        Report By
 QD1420  HISTORY     - 1987     MONUMENTED       NGS
 QD1420
 QD1420                          STATION DESCRIPTION
 QD1420
 QD1420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QD1420'38.9 KM (24.15 MI) SE FROM ANTELOPE.
 QD1420'6.0 KM (3.75 MI) EAST ALONG STATE HIGHWAY 218 FROM THE POST OFFICE IN
 QD1420'ANTELOPE, THENCE 4.6 KM (2.85 MI) SOUTH ALONG COLD CAMP ROAD, THENCE
 QD1420'28.2 KM (17.50 MI) SOUTHEAST ALONG MUDDY ROAD, 30.5 M (100.1 FT)
 QD1420'SOUTH OF THE ROAD CENTER.
 QD1420'THE MARK IS 0.39 METERS  E FROM  A WITNESS POST
 QD1420'THE MARK IS 0.9 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0847 ***********************************************************************
 QC0847  DESIGNATION -  A 731
 QC0847  PID         -  QC0847
 QC0847  STATE/COUNTY-  OR/WHEELER
 QC0847  USGS QUAD   -  TUBB SPRING (1990)
 QC0847
 QC0847                         *CURRENT SURVEY CONTROL
 QC0847  ___________________________________________________________________
 QC0847* NAD 83(1986)-  44 32 16.     (N)    119 52 28.     (W)     SCALED    
 QC0847* NAVD 88     -      1141.630  (meters)    3745.50   (feet)  ADJUSTED  
 QC0847  ___________________________________________________________________
 QC0847  GEOID HEIGHT-         -19.17  (meters)                     GEOID03
 QC0847  DYNAMIC HT  -        1141.224 (meters)    3744.17  (feet)  COMP
 QC0847  MODELED GRAV-     980,223.2   (mgal)                       NAVD 88
 QC0847
 QC0847  VERT ORDER  -  FIRST     CLASS II
 QC0847
 QC0847.The horizontal coordinates were scaled from a topographic map and have
 QC0847.an estimated accuracy of +/- 6 seconds.
 QC0847
 QC0847.The orthometric height was determined by differential leveling
 QC0847.and adjusted in June 1991.
 QC0847
 QC0847.The geoid height was determined by GEOID03.
 QC0847
 QC0847.The dynamic height is computed by dividing the NAVD 88
 QC0847.geopotential number by the normal gravity value computed on the
 QC0847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0847.degrees latitude (g = 980.6199 gals.).
 QC0847
 QC0847.The modeled gravity was interpolated from observed gravity values.
 QC0847
 QC0847;                    North         East    Units  Estimated Accuracy
 QC0847;SPC OR N     -    96,990.    2,549,720.      MT  (+/- 180 meters Scaled)
 QC0847
 QC0847                          SUPERSEDED SURVEY CONTROL
 QC0847
 QC0847.No superseded survey control is available for this station.
 QC0847
 QC0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKK716356(NAD 83)
 QC0847_MARKER: I = METAL ROD
 QC0847_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QC0847+WITH SETTING: INFORMATION.
 QC0847_SP_SET: METAL ROD DRIVEN INTO GROUND
 QC0847_STAMPING: A 731 1987
 QC0847_MARK LOGO: NGS   
 QC0847_MAGNETIC: I = MARKER IS A STEEL ROD
 QC0847_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QC0847_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QC0847+SATELLITE: SATELLITE OBSERVATIONS - 1987
 QC0847
 QC0847  HISTORY     - Date     Condition        Report By
 QC0847  HISTORY     - 1987     MONUMENTED       NGS
 QC0847
 QC0847                          STATION DESCRIPTION
 QC0847
 QC0847'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QC0847'27.5 KM (17.10 MI) EASTERLY ALONG U.S. HIGHWAY 26 FROM THE JUNCTION OF
 QC0847'STATE HIGHWAY 207 IN MITCHELL, AT A HIGHWAY PULLOUT, A METAL
 QC0847'ROD DRIVEN 1.1 METERS AND FLUSH WITH GROUND, 85.0 M
 QC0847'(278.9 FT) NORTHEAST OF A CULVERT SPANNING A DRY WASH, 12.0 M
 QC0847'(39.4 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 5.8 M (19.0 FT) SOUTH
 QC0847'OF A CRIBED GATE POST, 0.6 M (2.0 FT) EAST OF A FENCE, 0.4 M (1.3 FT)
 QC0847'NORTH OF A WITNESS POST, AND LEVEL WITH THE HIGHWAY.  NOTE--ACCESS TO
 QC0847'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1509 ***********************************************************************
 QE1509  DESIGNATION -  A 732
 QE1509  PID         -  QE1509
 QE1509  STATE/COUNTY-  OR/LANE
 QE1509  USGS QUAD   -  EUGENE WEST (1986)
 QE1509
 QE1509                         *CURRENT SURVEY CONTROL
 QE1509  ___________________________________________________________________
 QE1509* NAD 83(1986)-  44 06 10.     (N)    123 10 17.     (W)     SCALED    
 QE1509* NAVD 88     -       116.314  (meters)     381.61   (feet)  ADJUSTED  
 QE1509  ___________________________________________________________________
 QE1509  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 QE1509  DYNAMIC HT  -         116.300 (meters)     381.56  (feet)  COMP
 QE1509  MODELED GRAV-     980,493.7   (mgal)                       NAVD 88
 QE1509
 QE1509  VERT ORDER  -  FIRST     CLASS II
 QE1509
 QE1509.The horizontal coordinates were scaled from a topographic map and have
 QE1509.an estimated accuracy of +/- 6 seconds.
 QE1509
 QE1509.The orthometric height was determined by differential leveling
 QE1509.and adjusted in June 1991.
 QE1509
 QE1509.The geoid height was determined by GEOID03.
 QE1509
 QE1509.The dynamic height is computed by dividing the NAVD 88
 QE1509.geopotential number by the normal gravity value computed on the
 QE1509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1509.degrees latitude (g = 980.6199 gals.).
 QE1509
 QE1509.The modeled gravity was interpolated from observed gravity values.
 QE1509
 QE1509;                    North         East    Units  Estimated Accuracy
 QE1509;SPC OR S     -   274,040.    1,286,140.      MT  (+/- 180 meters Scaled)
 QE1509
 QE1509                          SUPERSEDED SURVEY CONTROL
 QE1509
 QE1509.No superseded survey control is available for this station.
 QE1509
 QE1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP862833(NAD 83)
 QE1509_MARKER: I = METAL ROD
 QE1509_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QE1509_SP_SET: STAINLESS STEEL ROD
 QE1509_STAMPING: A 732 1987
 QE1509_MARK LOGO: NGS   
 QE1509_PROJECTION: FLUSH
 QE1509_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE1509_ROD/PIPE-DEPTH: 12.5 meters
 QE1509
 QE1509  HISTORY     - Date     Condition        Report By
 QE1509  HISTORY     - 1987     MONUMENTED       NGS
 QE1509  HISTORY     - 20061019 MARK NOT FOUND   USPSQD
 QE1509
 QE1509                          STATION DESCRIPTION
 QE1509
 QE1509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QE1509'0.8 KM (0.50 MI) NORTH FROM EUGENE.
 QE1509'0.8 KM (0.50 MI) NORTHERLY ALONG STATE HIGHWAY 99 FROM ITS JUNCTION
 QE1509'WITH BELT LINE ROAD IN EUGENE, 79.6 M (261.2 FT) SOUTHEAST OF THE
 QE1509'CENTERLINE OF IRVING ROAD, 18.4 M (60.4 FT) NORTHEAST OF THE
 QE1509'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 11.8 M (38.7 FT)
 QE1509'SOUTHWEST OF THE NEAR RAIL OF THE BURLINGTON NORTHERN RAILROAD, AND
 QE1509'4.5 M (14.8 FT) SOUTHEAST OF THE MOST SOUTHEAST ONE OF TWO UTILITY
 QE1509'POLE NUMBER AE-38-9-B. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 QE1509'5-INCH LOGO CAP.
 QE1509'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 QE1509'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 QE1509
 QE1509                          STATION RECOVERY (2006)
 QE1509
 QE1509'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 QE1509'METAL POST LOCATED, NO INFORMATION SIGN.  AREA PROBED BUT NO METAL
 QE1509'LOGO CAP FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1635 ***********************************************************************
 QE1635  DESIGNATION -  A 733
 QE1635  PID         -  QE1635
 QE1635  STATE/COUNTY-  OR/LANE
 QE1635  USGS QUAD   -  WALTERVILLE (1986)
 QE1635
 QE1635                         *CURRENT SURVEY CONTROL
 QE1635  ___________________________________________________________________
 QE1635* NAD 83(1986)-  44 03 25.     (N)    122 49 44.     (W)     SCALED    
 QE1635* NAVD 88     -       178.527  (meters)     585.72   (feet)  ADJUSTED  
 QE1635  ___________________________________________________________________
 QE1635  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 QE1635  DYNAMIC HT  -         178.495 (meters)     585.61  (feet)  COMP
 QE1635  MODELED GRAV-     980,434.3   (mgal)                       NAVD 88
 QE1635
 QE1635  VERT ORDER  -  FIRST     CLASS II
 QE1635
 QE1635.The horizontal coordinates were scaled from a topographic map and have
 QE1635.an estimated accuracy of +/- 6 seconds.
 QE1635
 QE1635.The orthometric height was determined by differential leveling
 QE1635.and adjusted in June 1991.
 QE1635
 QE1635.The geoid height was determined by GEOID03.
 QE1635
 QE1635.The dynamic height is computed by dividing the NAVD 88
 QE1635.geopotential number by the normal gravity value computed on the
 QE1635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1635.degrees latitude (g = 980.6199 gals.).
 QE1635
 QE1635.The modeled gravity was interpolated from observed gravity values.
 QE1635
 QE1635;                    North         East    Units  Estimated Accuracy
 QE1635;SPC OR S     -   268,130.    1,313,410.      MT  (+/- 180 meters Scaled)
 QE1635
 QE1635                          SUPERSEDED SURVEY CONTROL
 QE1635
 QE1635.No superseded survey control is available for this station.
 QE1635
 QE1635_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP137782(NAD 83)
 QE1635_MARKER: DB = BENCH MARK DISK
 QE1635_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QE1635_SP_SET: ABUTMENT
 QE1635_STAMPING: A 733 1987
 QE1635_MARK LOGO: NGS   
 QE1635_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QE1635+STABILITY: POSITION/ELEVATION WELL
 QE1635_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QE1635+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2006
 QE1635
 QE1635  HISTORY     - Date     Condition        Report By
 QE1635  HISTORY     - 1987     MONUMENTED       NGS
 QE1635  HISTORY     - 20061021 GOOD             USPSQD
 QE1635
 QE1635                          STATION DESCRIPTION
 QE1635
 QE1635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QE1635'15.9 KM (9.90 MI) EAST FROM SPRINGFIELD.
 QE1635'15.9 KM (9.90 MI) EASTERLY ALONG STATE HIGHWAY 126 FROM ITS JUNCTION
 QE1635'WITH SOUTH 5TH STREET IN SPRINGFIELD, SET VERTICALLY IN THE NORTHWEST
 QE1635'FACE OF THE NORTHEAST ABUTMENT OF A BRIDGE SPANNING THE MCKENZIE
 QE1635'RIVER, 6.8 M (22.3 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 QE1635'AND 1.3 M (4.3 FT) SOUTHWEST OF THE NORTHEAST END OF THE BRIDGE.
 QE1635'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
 QE1635
 QE1635                          STATION RECOVERY (2006)
 QE1635
 QE1635'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 QE1635'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1660 ***********************************************************************
 QE1660  DESIGNATION -  A 734
 QE1660  PID         -  QE1660
 QE1660  STATE/COUNTY-  OR/LANE
 QE1660  USGS QUAD   -  BELKNAP SPRINGS (1989)
 QE1660
 QE1660                         *CURRENT SURVEY CONTROL
 QE1660  ___________________________________________________________________
 QE1660* NAD 83(1986)-  44 11 27.     (N)    122 03 20.     (W)     SCALED    
 QE1660* NAVD 88     -       514.889  (meters)    1689.27   (feet)  ADJUSTED  
 QE1660  ___________________________________________________________________
 QE1660  GEOID HEIGHT-         -21.82  (meters)                     GEOID03
 QE1660  DYNAMIC HT  -         514.740 (meters)    1688.78  (feet)  COMP
 QE1660  MODELED GRAV-     980,316.0   (mgal)                       NAVD 88
 QE1660
 QE1660  VERT ORDER  -  FIRST     CLASS II
 QE1660
 QE1660.The horizontal coordinates were scaled from a topographic map and have
 QE1660.an estimated accuracy of +/- 6 seconds.
 QE1660
 QE1660.The orthometric height was determined by differential leveling
 QE1660.and adjusted in June 1991.
 QE1660
 QE1660.The geoid height was determined by GEOID03.
 QE1660
 QE1660.The dynamic height is computed by dividing the NAVD 88
 QE1660.geopotential number by the normal gravity value computed on the
 QE1660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1660.degrees latitude (g = 980.6199 gals.).
 QE1660
 QE1660.The modeled gravity was interpolated from observed gravity values.
 QE1660
 QE1660;                    North         East    Units  Estimated Accuracy
 QE1660;SPC OR S     -   281,560.    1,375,640.      MT  (+/- 180 meters Scaled)
 QE1660
 QE1660                          SUPERSEDED SURVEY CONTROL
 QE1660
 QE1660.No superseded survey control is available for this station.
 QE1660
 QE1660_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP754935(NAD 83)
 QE1660_MARKER: I = METAL ROD
 QE1660_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QE1660+WITH SETTING: INFORMATION.
 QE1660_SP_SET: SHALLOW-SET METAL ROD
 QE1660_STAMPING: A 734 1987
 QE1660_MARK LOGO: NGS   
 QE1660_PROJECTION: FLUSH
 QE1660_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE1660_ROD/PIPE-DEPTH: 1.2  meters
 QE1660
 QE1660  HISTORY     - Date     Condition        Report By
 QE1660  HISTORY     - 1987     MONUMENTED       NGS
 QE1660
 QE1660                          STATION DESCRIPTION
 QE1660
 QE1660'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QE1660'9.2 KM (5.70 MI) NE FROM MCKENZIE BRIDGE.
 QE1660'9.2 KM (5.70 MI) NORTHWESTERLY ALONG STATE HIGHWAY 126 FROM ITS
 QE1660'JUNCTION WITH TAYLOR ROAD IN MCKENZIE BRIDGE, 54.7 M (179.5 FT) NORTH
 QE1660'OF THE CENTERLINE OF THE HIGHWAY, AND 6.2 M (20.3 FT) SOUTHEAST OF
 QE1660'THE CENTERLINE OF BELKNAP SPRINGS ROAD. NOTE--ACCESS TO DATUM POINT
 QE1660'IS HAD THROUGH A 5-INCH LOGO CAP.
 QE1660'THE MARK IS 0.2 METERS  NW FROM  A WITNESS POST
 QE1660'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1676 ***********************************************************************
 QE1676  DESIGNATION -  A 735
 QE1676  PID         -  QE1676
 QE1676  STATE/COUNTY-  OR/LINN
 QE1676  USGS QUAD   -  ECHO MOUNTAIN (1994)
 QE1676
 QE1676                         *CURRENT SURVEY CONTROL
 QE1676  ___________________________________________________________________
 QE1676* NAD 83(1986)-  44 23 03.     (N)    122 00 08.     (W)     SCALED    
 QE1676* NAVD 88     -       937.722  (meters)    3076.51   (feet)  ADJUSTED  
 QE1676  ___________________________________________________________________
 QE1676  GEOID HEIGHT-         -21.54  (meters)                     GEOID03
 QE1676  DYNAMIC HT  -         937.404 (meters)    3075.47  (feet)  COMP
 QE1676  MODELED GRAV-     980,248.2   (mgal)                       NAVD 88
 QE1676
 QE1676  VERT ORDER  -  FIRST     CLASS II
 QE1676
 QE1676.The horizontal coordinates were scaled from a topographic map and have
 QE1676.an estimated accuracy of +/- 6 seconds.
 QE1676
 QE1676.The orthometric height was determined by differential leveling
 QE1676.and adjusted in June 1991.
 QE1676
 QE1676.The geoid height was determined by GEOID03.
 QE1676
 QE1676.The dynamic height is computed by dividing the NAVD 88
 QE1676.geopotential number by the normal gravity value computed on the
 QE1676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1676.degrees latitude (g = 980.6199 gals.).
 QE1676
 QE1676.The modeled gravity was interpolated from observed gravity values.
 QE1676
 QE1676;                    North         East    Units  Estimated Accuracy
 QE1676;SPC OR N     -    80,840.    2,380,300.      MT  (+/- 180 meters Scaled)
 QE1676
 QE1676                          SUPERSEDED SURVEY CONTROL
 QE1676
 QE1676.No superseded survey control is available for this station.
 QE1676
 QE1676_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ794150(NAD 83)
 QE1676_MARKER: I = METAL ROD
 QE1676_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QE1676+WITH SETTING: INFORMATION.
 QE1676_SP_SET: SHALLOW-SET METAL ROD
 QE1676_STAMPING: A 735 1987
 QE1676_MARK LOGO: NGS   
 QE1676_PROJECTION: FLUSH
 QE1676_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE1676_ROD/PIPE-DEPTH: 2.3  meters
 QE1676
 QE1676  HISTORY     - Date     Condition        Report By
 QE1676  HISTORY     - 1987     MONUMENTED       NGS
 QE1676
 QE1676                          STATION DESCRIPTION
 QE1676
 QE1676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QE1676'35.5 KM (22.05 MI) NE FROM MCKENZIE BRIDGE.
 QE1676'35.5 KM (22.05 MI) NORTHEASTERLY ALONG STATE HIGHWAY 126 FROM ITS
 QE1676'JUNCTION WITH TAYLOR ROAD IN MCKENZIE BRIDGE, 37.7 M (123.7 FT) NORTH
 QE1676'OF THE CENTER OF A PAVED AND DIRT LOGGING ROAD LEADING NORTHWEST,
 QE1676'15.3 M (50.2 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, AND 13.9 M
 QE1676'(45.6 FT) SOUTH OF THE CENTER OF A LOGGING ROAD. NOTE--ACCESS TO DATUM
 QE1676'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QE1676'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 QE1676'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1333 ***********************************************************************
 QD1333  DESIGNATION -  A 736
 QD1333  PID         -  QD1333
 QD1333  STATE/COUNTY-  OR/JEFFERSON
 QD1333  USGS QUAD   -  BLACK BUTTE (1988)
 QD1333
 QD1333                         *CURRENT SURVEY CONTROL
 QD1333  ___________________________________________________________________
 QD1333* NAD 83(1986)-  44 24 27.     (N)    121 41 26.     (W)     SCALED    
 QD1333* NAVD 88     -      1021.488  (meters)    3351.33   (feet)  ADJUSTED  
 QD1333  ___________________________________________________________________
 QD1333  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 QD1333  DYNAMIC HT  -        1021.132 (meters)    3350.16  (feet)  COMP
 QD1333  MODELED GRAV-     980,235.1   (mgal)                       NAVD 88
 QD1333
 QD1333  VERT ORDER  -  FIRST     CLASS II
 QD1333
 QD1333.The horizontal coordinates were scaled from a topographic map and have
 QD1333.an estimated accuracy of +/- 6 seconds.
 QD1333
 QD1333.The orthometric height was determined by differential leveling
 QD1333.and adjusted in June 1991.
 QD1333
 QD1333.The geoid height was determined by GEOID03.
 QD1333
 QD1333.The dynamic height is computed by dividing the NAVD 88
 QD1333.geopotential number by the normal gravity value computed on the
 QD1333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1333.degrees latitude (g = 980.6199 gals.).
 QD1333
 QD1333.The modeled gravity was interpolated from observed gravity values.
 QD1333
 QD1333;                    North         East    Units  Estimated Accuracy
 QD1333;SPC OR N     -    83,020.    2,405,170.      MT  (+/- 180 meters Scaled)
 QD1333
 QD1333                          SUPERSEDED SURVEY CONTROL
 QD1333
 QD1333.No superseded survey control is available for this station.
 QD1333
 QD1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ042179(NAD 83)
 QD1333_MARKER: I = METAL ROD
 QD1333_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QD1333+WITH SETTING: INFORMATION.
 QD1333_SP_SET: SHALLOW-SET METAL ROD
 QD1333_STAMPING: A 736 1987
 QD1333_MARK LOGO: NGS   
 QD1333_PROJECTION: FLUSH
 QD1333_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QD1333_ROD/PIPE-DEPTH: 2.3  meters
 QD1333
 QD1333  HISTORY     - Date     Condition        Report By
 QD1333  HISTORY     - 1987     MONUMENTED       NGS
 QD1333
 QD1333                          STATION DESCRIPTION
 QD1333
 QD1333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QD1333'17.9 KM (11.10 MI) NW FROM SISTERS.
 QD1333'17.9 KM (11.10 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 20 FROM ITS
 QD1333'JUNCTION WITH FIR STREET IN SISTERS, AND 14.0 M (45.9 FT) NORTHEAST
 QD1333'OF THE CENTERLINE OF THE HIGHWAY. NOTE--ACCESS TO DATUM POINT IS HAD
 QD1333'THROUGH A 5-INCH LOGO CAP.
 QD1333'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 QD1333'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1679 ***********************************************************************
 QE1679  DESIGNATION -  A 737
 QE1679  PID         -  QE1679
 QE1679  STATE/COUNTY-  OR/LINN
 QE1679  USGS QUAD   -  ECHO MOUNTAIN (1994)
 QE1679
 QE1679                         *CURRENT SURVEY CONTROL
 QE1679  ___________________________________________________________________
 QE1679* NAD 83(1986)-  44 24 25.     (N)    122 00 12.     (W)     SCALED    
 QE1679* NAVD 88     -       984.870  (meters)    3231.19   (feet)  ADJUSTED  
 QE1679  ___________________________________________________________________
 QE1679  GEOID HEIGHT-         -21.54  (meters)                     GEOID03
 QE1679  DYNAMIC HT  -         984.533 (meters)    3230.09  (feet)  COMP
 QE1679  MODELED GRAV-     980,242.0   (mgal)                       NAVD 88
 QE1679
 QE1679  VERT ORDER  -  FIRST     CLASS II
 QE1679
 QE1679.The horizontal coordinates were scaled from a topographic map and have
 QE1679.an estimated accuracy of +/- 6 seconds.
 QE1679
 QE1679.The orthometric height was determined by differential leveling
 QE1679.and adjusted in June 1991.
 QE1679
 QE1679.The geoid height was determined by GEOID03.
 QE1679
 QE1679.The dynamic height is computed by dividing the NAVD 88
 QE1679.geopotential number by the normal gravity value computed on the
 QE1679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1679.degrees latitude (g = 980.6199 gals.).
 QE1679
 QE1679.The modeled gravity was interpolated from observed gravity values.
 QE1679
 QE1679;                    North         East    Units  Estimated Accuracy
 QE1679;SPC OR N     -    83,380.    2,380,260.      MT  (+/- 180 meters Scaled)
 QE1679
 QE1679                          SUPERSEDED SURVEY CONTROL
 QE1679
 QE1679.No superseded survey control is available for this station.
 QE1679
 QE1679_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ793175(NAD 83)
 QE1679_MARKER: I = METAL ROD
 QE1679_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QE1679+WITH SETTING: INFORMATION.
 QE1679_SP_SET: SHALLOW-SET METAL ROD
 QE1679_STAMPING: A 737 1987
 QE1679_MARK LOGO: NGS   
 QE1679_PROJECTION: FLUSH
 QE1679_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE1679_ROD/PIPE-DEPTH: 2.9  meters
 QE1679
 QE1679  HISTORY     - Date     Condition        Report By
 QE1679  HISTORY     - 1987     MONUMENTED       NGS
 QE1679
 QE1679                          STATION DESCRIPTION
 QE1679
 QE1679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QE1679'38.1 KM (23.65 MI) NE FROM MCKENZIE BRIDGE.
 QE1679'38.1 KM (23.65 MI) NORTHEASTERLY ALONG STATE HIGHWAY 126 FROM ITS
 QE1679'JUNCTION WITH TAYLOR ROAD IN MCKENZIE BRIDGE, 16.3 M (53.5 FT) WEST
 QE1679'OF THE CENTERLINE OF THE HIGHWAY, 8.2 M (26.9 FT) NORTHEAST OF THE
 QE1679'CENTER OF A GATE, 3.7 M (12.1 FT) NORTH OF THE CENTER OF A DIRT ROAD
 QE1679'LEADING TO FISH LAKE, AND 1.1 M (3.6 FT) EAST OF A 4 BY 4 BY 6 FOOT
 QE1679'POST WITH FIRE SIGN 780. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 QE1679'5-INCH LOGO CAP.
 QE1679'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 QE1679'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0701 ***********************************************************************
 PC0701  DESIGNATION -  A 738
 PC0701  PID         -  PC0701
 PC0701  STATE/COUNTY-  OR/LANE
 PC0701  USGS QUAD   -  COTTAGE GROVE (1984)
 PC0701
 PC0701                         *CURRENT SURVEY CONTROL
 PC0701  ___________________________________________________________________
 PC0701* NAD 83(1986)-  43 48 49.     (N)    123 02 19.     (W)     SCALED    
 PC0701* NAVD 88     -       194.565  (meters)     638.34   (feet)  ADJUSTED  
 PC0701  ___________________________________________________________________
 PC0701  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 PC0701  DYNAMIC HT  -         194.528 (meters)     638.21  (feet)  COMP
 PC0701  MODELED GRAV-     980,425.4   (mgal)                       NAVD 88
 PC0701
 PC0701  VERT ORDER  -  FIRST     CLASS II
 PC0701
 PC0701.The horizontal coordinates were scaled from a topographic map and have
 PC0701.an estimated accuracy of +/- 6 seconds.
 PC0701
 PC0701.The orthometric height was determined by differential leveling
 PC0701.and adjusted in June 1991.
 PC0701
 PC0701.The geoid height was determined by GEOID03.
 PC0701
 PC0701.The dynamic height is computed by dividing the NAVD 88
 PC0701.geopotential number by the normal gravity value computed on the
 PC0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0701.degrees latitude (g = 980.6199 gals.).
 PC0701
 PC0701.The modeled gravity was interpolated from observed gravity values.
 PC0701
 PC0701;                    North         East    Units  Estimated Accuracy
 PC0701;SPC OR S     -   241,590.    1,295,790.      MT  (+/- 180 meters Scaled)
 PC0701
 PC0701                          SUPERSEDED SURVEY CONTROL
 PC0701
 PC0701.No superseded survey control is available for this station.
 PC0701
 PC0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP968511(NAD 83)
 PC0701_MARKER: DB = BENCH MARK DISK
 PC0701_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PC0701_SP_SET: ABUTMENT
 PC0701_STAMPING: A 738 1987
 PC0701_MARK LOGO: NGS   
 PC0701_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PC0701
 PC0701  HISTORY     - Date     Condition        Report By
 PC0701  HISTORY     - 1987     MONUMENTED       NGS
 PC0701
 PC0701                          STATION DESCRIPTION
 PC0701
 PC0701'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PC0701'1.1 KM (0.70 MI) NORTH FROM COTTAGE GROVE.
 PC0701'1.1 KM (0.70 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 5 FROM THE
 PC0701'JUNCTION OF ROW ROAD IN COTTAGE GROVE, SET VERTICALLY IN THE
 PC0701'SOUTHEAST FACE OF THE NORTHEAST CONCRETE ABUTMENT OF THE SOUTHBOUND
 PC0701'HIGHWAY BRIDGE SPANNING THE ROW RIVER, AND 5.4 M (17.7 FT) SOUTHEAST
 PC0701'OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY.
 PC0701'THE MARK IS 0.5 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0721 ***********************************************************************
 PC0721  DESIGNATION -  A 739
 PC0721  PID         -  PC0721
 PC0721  STATE/COUNTY-  OR/DOUGLAS
 PC0721  USGS QUAD   -  LORANE (1984)
 PC0721
 PC0721                         *CURRENT SURVEY CONTROL
 PC0721  ___________________________________________________________________
 PC0721* NAD 83(1986)-  43 45 01.     (N)    123 10 20.     (W)     SCALED    
 PC0721* NAVD 88     -       154.886  (meters)     508.16   (feet)  ADJUSTED  
 PC0721  ___________________________________________________________________
 PC0721  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 PC0721  DYNAMIC HT  -         154.860 (meters)     508.07  (feet)  COMP
 PC0721  MODELED GRAV-     980,450.5   (mgal)                       NAVD 88
 PC0721
 PC0721  VERT ORDER  -  FIRST     CLASS II
 PC0721
 PC0721.The horizontal coordinates were scaled from a topographic map and have
 PC0721.an estimated accuracy of +/- 6 seconds.
 PC0721
 PC0721.The orthometric height was determined by differential leveling
 PC0721.and adjusted in June 1991.
 PC0721
 PC0721.The geoid height was determined by GEOID03.
 PC0721
 PC0721.The dynamic height is computed by dividing the NAVD 88
 PC0721.geopotential number by the normal gravity value computed on the
 PC0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0721.degrees latitude (g = 980.6199 gals.).
 PC0721
 PC0721.The modeled gravity was interpolated from observed gravity values.
 PC0721
 PC0721;                    North         East    Units  Estimated Accuracy
 PC0721;SPC OR S     -   234,890.    1,284,820.      MT  (+/- 180 meters Scaled)
 PC0721
 PC0721                          SUPERSEDED SURVEY CONTROL
 PC0721
 PC0721.No superseded survey control is available for this station.
 PC0721
 PC0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP861441(NAD 83)
 PC0721_MARKER: I = METAL ROD
 PC0721_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PC0721+WITH SETTING: INFORMATION.
 PC0721_SP_SET: SHALLOW-SET METAL ROD
 PC0721_STAMPING: A 739 1987
 PC0721_MARK LOGO: NGS   
 PC0721_PROJECTION: FLUSH
 PC0721_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PC0721_ROD/PIPE-DEPTH: 2.1  meters
 PC0721
 PC0721  HISTORY     - Date     Condition        Report By
 PC0721  HISTORY     - 1987     MONUMENTED       NGS
 PC0721
 PC0721                          STATION DESCRIPTION
 PC0721
 PC0721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PC0721'13.9 KM (8.65 MI) SOUTH FROM COTTAGE GROVE.
 PC0721'13.9 KM (8.65 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 5 FROM THE
 PC0721'JUNCTION OF ROW ROAD IN COTTAGE GROVE, 13.5 M (44.3 FT) SOUTH OF THE
 PC0721'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, AND 8.1 M
 PC0721'(26.6 FT) EAST OF THE NORTHEAST CORNER OF A STORM DRAIN. NOTE--ACCESS
 PC0721'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PC0721'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 PC0721'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0298 ***********************************************************************
 PB0298  CBN         -  This is a Cooperative Base Network Control Station.
 PB0298  DESIGNATION -  A 74
 PB0298  PID         -  PB0298
 PB0298  STATE/COUNTY-  OR/LAKE
 PB0298  USGS QUAD   -  MC CARTY BUTTE (1982)
 PB0298
 PB0298                         *CURRENT SURVEY CONTROL
 PB0298  ___________________________________________________________________
 PB0298* NAD 83(2007)-  43 18 47.68707(N)    121 10 30.43292(W)     ADJUSTED  
 PB0298* NAVD 88     -      1378.383  (meters)    4522.24   (feet)  ADJUSTED  
 PB0298  ___________________________________________________________________
 PB0298  EPOCH DATE  -        2007.00
 PB0298  X           -  -2,406,651.930 (meters)                     COMP
 PB0298  Y           -  -3,977,751.781 (meters)                     COMP
 PB0298  Z           -   4,353,819.392 (meters)                     COMP
 PB0298  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 PB0298  ELLIP HEIGHT-        1357.562 (meters)          (02/10/07) ADJUSTED
 PB0298  GEOID HEIGHT-         -20.81  (meters)                     GEOID03
 PB0298  DYNAMIC HT  -        1377.650 (meters)    4519.84  (feet)  COMP
 PB0298
 PB0298  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 PB0298  Type    PID    Designation                      North   East  Ellip
 PB0298  -------------------------------------------------------------------
 PB0298  NETWORK PB0298 A 74                              0.78   0.63   1.80
 PB0298  -------------------------------------------------------------------
 PB0298  MODELED GRAV-     980,040.3   (mgal)                       NAVD 88
 PB0298
 PB0298  VERT ORDER  -  SECOND    CLASS 0
 PB0298
 PB0298.The horizontal coordinates were established by GPS observations
 PB0298.and adjusted by the National Geodetic Survey in February 2007.
 PB0298
 PB0298.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 PB0298.See www.ngs.noaa.gov/NationalReadjustment for more information.
 PB0298.The horizontal coordinates are valid at the epoch date displayed above.
 PB0298.The epoch date for horizontal control is a decimal equivalence
 PB0298.of Year/Month/Day.
 PB0298
 PB0298.The orthometric height was determined by differential leveling
 PB0298.and adjusted in June 1991.
 PB0298
 PB0298.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PB0298
 PB0298.The Laplace correction was computed from DEFLEC99 derived deflections.
 PB0298
 PB0298.The ellipsoidal height was determined by GPS observations
 PB0298.and is referenced to NAD 83.
 PB0298
 PB0298.The geoid height was determined by GEOID03.
 PB0298
 PB0298.The dynamic height is computed by dividing the NAVD 88
 PB0298.geopotential number by the normal gravity value computed on the
 PB0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0298.degrees latitude (g = 980.6199 gals.).
 PB0298
 PB0298.The modeled gravity was interpolated from observed gravity values.
 PB0298
 PB0298;                    North         East     Units Scale Factor Converg.
 PB0298;SPC OR S     -   183,127.107 1,445,236.708   MT  0.99989779   -0 27 42.8
 PB0298;SPC OR S     -   600,810.72  4,741,590.25   iFT  0.99989779   -0 27 42.8
 PB0298;UTM  10      - 4,797,218.180   647,986.621   MT  0.99986940   +1 15 07.5
 PB0298
 PB0298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PB0298!SPC OR S     -   0.99978716  x   0.99989779  =   0.99968497
 PB0298!UTM  10      -   0.99978716  x   0.99986940  =   0.99965658
 PB0298
 PB0298                          SUPERSEDED SURVEY CONTROL
 PB0298
 PB0298  NAD 83(1998)-  43 18 47.68587(N)    121 10 30.43264(W) AD(       ) A
 PB0298  ELLIP H (04/24/00) 1357.568  (m)                       GP(       ) 3 1
 PB0298  NAD 83(1991)-  43 18 47.68408(N)    121 10 30.43130(W) AD(       ) B
 PB0298  ELLIP H (10/13/99) 1357.700  (m)                       GP(       ) 3 1
 PB0298  NAVD 88 (10/13/99) 1378.38   (m)         4522.2    (f) LEVELING    3  
 PB0298  NGVD 29 (??/??/92) 1377.130  (m)         4518.13   (f) ADJ UNCH    2 0
 PB0298
 PB0298.Superseded values are not recommended for survey control.
 PB0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0298.See file dsdata.txt to determine how the superseded data were derived.
 PB0298
 PB0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFN4798797218(NAD 83)
 PB0298_MARKER: DB = BENCH MARK DISK
 PB0298_SETTING: 80 = SET IN A BOULDER
 PB0298_SP_SET: LAVA BOULDER
 PB0298_STAMPING: A 74 1931
 PB0298_MARK LOGO: CGS   
 PB0298_MAGNETIC: N = NO MAGNETIC MATERIAL
 PB0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0298+STABILITY: SURFACE MOTION
 PB0298_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PB0298+SATELLITE: SATELLITE OBSERVATIONS - June 04, 1998
 PB0298
 PB0298  HISTORY     - Date     Condition        Report By
 PB0298  HISTORY     - 1931     MONUMENTED       CGS
 PB0298  HISTORY     - 1978     GOOD             USPSQD
 PB0298  HISTORY     - 1978     GOOD             USGS
 PB0298  HISTORY     - 19860916 MARK NOT FOUND   USPSQD
 PB0298  HISTORY     - 19980604 GOOD             BLM
 PB0298
 PB0298                          STATION DESCRIPTION
 PB0298
 PB0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 PB0298'15.7 MI NW FROM SILVER LAKE.
 PB0298'300 FEET WEST OF CENTERLINE OF THE FREMONT HIGHWAY, 100 FEET EAST OF
 PB0298'ROCK RIDGE ABOUT 400 FEET NORTH OF SOUTHEND OF RIDGE.
 PB0298
 PB0298                          STATION RECOVERY (1978)
 PB0298
 PB0298'RECOVERY NOTE BY US POWER SQUADRON 1978 (WRB)
 PB0298'RECOVERED IN GOOD CONDITION.
 PB0298
 PB0298                          STATION RECOVERY (1978)
 PB0298
 PB0298'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 PB0298'ABOUT 15.4 MILES NORTH OF SILVER LAKE ON OREGON HIGHWAY 31 (32.7
 PB0298'MILES SOUTHEAST OF THE JUNCTION OF OREGON 31 AND U. S. 97). ABOUT 400
 PB0298'FEET NORTH OF THE SOUTH END OF A ROCK RIDGE, ABOUT 700 FEET NORTH
 PB0298'WEST OF A ROAD TO THE SOUTHWEST, ABOUT 300 FEET WEST OF THE
 PB0298'CENTERLINE OF THE HIGHWAY, 100 FEET EAST OF THE RIDGE. A STANDARD
 PB0298'DISK SET IN THE TOP OF A LAVA BOULDER.
 PB0298
 PB0298                          STATION RECOVERY (1986)
 PB0298
 PB0298'RECOVERY NOTE BY US POWER SQUADRON 1986 (RCC)
 PB0298'MARK NOT FOUND.
 PB0298
 PB0298                          STATION RECOVERY (1998)
 PB0298
 PB0298'RECOVERY NOTE BY BUREAU OF LAND MANAGEMENT 1998 (KWB)
 PB0298'THE STATION IS LOCATED ABOUT 52.6 KM (32.70 MI) SOUTHEAST OF THE
 PB0298'JUNCTION OF U.S. HIGHWAY 97 AND STATE HIGHWAY 31 (JUST SOUTH OF
 PB0298'LAPINE), 24.8 KM (15.40 MI) NORTH OF SILVER LAKE, 11.4 KM (7.10 MI)
 PB0298'SOUTHWEST OF FORT ROCK, IN TOP OF A LARGE BOULDER, IN OPEN SAGEBRUSH
 PB0298'FIELD ON THE WEST SIDE OF HIGHWAY 31, 0.16 KM (0.10 MI) SOUTH OF
 PB0298'HIGHWAY MILE POST 32.  OWNERSHIP--U.S. BUREAU OF LAND MANAGEMENT. TO
 PB0298'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 31 AND PAVED ROAD
 PB0298'LEADING EAST TO FORT ROCK, GO SOUTH ON HIGHWAY 31 FOR 4.5 KM (2.80 MI)
 PB0298'TO THE STATION ON THE RIGHT.  THE STATION IS A STANDARD DISK SET IN A
 PB0298'DRILL HOLE IN TOP OF A 76 CM X 183 CM LAVA BOULDER PROJECTING 60 CM
 PB0298'ABOVE THE GROUND.  IT IS ABOUT 213.4 M (700.1 FT) NORTHWEST OF A TRACK
 PB0298'ROAD TO THE SOUTHWEST, 121.9 M (399.9 FT) NORTH OF THE SOUTH END OF A
 PB0298'ROCK RIDGE, 91.4 M (299.9 FT) WEST FROM THE CENTER OF THE HIGHWAY,
 PB0298'30.5 M (100.1 FT) EAST OF THE RIDGE, 1.2 M (3.9 FT) SOUTHWEST FROM A
 PB0298'METAL FOREST SERVICE WITNESS POST, AND 1.1 M (3.6 FT) WEST-SOUTHWEST
 PB0298'FROM A WOOD POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0873 ***********************************************************************
 QC0873  DESIGNATION -  A 741
 QC0873  PID         -  QC0873
 QC0873  STATE/COUNTY-  OR/GRANT
 QC0873  USGS QUAD   -  SHOP GULCH (1983)
 QC0873
 QC0873                         *CURRENT SURVEY CONTROL
 QC0873  ___________________________________________________________________
 QC0873* NAD 83(1986)-  44 25 48.     (N)    119 16 28.     (W)     SCALED    
 QC0873* NAVD 88     -       814.630  (meters)    2672.67   (feet)  ADJUSTED  
 QC0873  ___________________________________________________________________
 QC0873  GEOID HEIGHT-         -18.54  (meters)                     GEOID03
 QC0873  DYNAMIC HT  -         814.356 (meters)    2671.77  (feet)  COMP
 QC0873  MODELED GRAV-     980,256.3   (mgal)                       NAVD 88
 QC0873
 QC0873  VERT ORDER  -  FIRST     CLASS II
 QC0873
 QC0873.The horizontal coordinates were scaled from a topographic map and have
 QC0873.an estimated accuracy of +/- 6 seconds.
 QC0873
 QC0873.The orthometric height was determined by differential leveling
 QC0873.and adjusted in June 1991.
 QC0873
 QC0873.The geoid height was determined by GEOID03.
 QC0873
 QC0873.The dynamic height is computed by dividing the NAVD 88
 QC0873.geopotential number by the normal gravity value computed on the
 QC0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0873.degrees latitude (g = 980.6199 gals.).
 QC0873
 QC0873.The modeled gravity was interpolated from observed gravity values.
 QC0873
 QC0873;                    North         East    Units  Estimated Accuracy
 QC0873;SPC OR N     -    85,560.    2,597,580.      MT  (+/- 180 meters Scaled)
 QC0873
 QC0873                          SUPERSEDED SURVEY CONTROL
 QC0873
 QC0873.No superseded survey control is available for this station.
 QC0873
 QC0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK189221(NAD 83)
 QC0873_MARKER: DV = VERTICAL CONTROL DISK
 QC0873_SETTING: 66 = SET IN ROCK OUTCROP
 QC0873_SP_SET: IN A DRILL HOLE IN BEDROCK
 QC0873_STAMPING: A 741 1987
 QC0873_MARK LOGO: NGS   
 QC0873_MAGNETIC: N = NO MAGNETIC MATERIAL
 QC0873_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QC0873+STABILITY: POSITION/ELEVATION WELL
 QC0873_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QC0873+SATELLITE: SATELLITE OBSERVATIONS - 1987
 QC0873
 QC0873  HISTORY     - Date     Condition        Report By
 QC0873  HISTORY     - 1987     MONUMENTED       NGS
 QC0873
 QC0873                          STATION DESCRIPTION
 QC0873
 QC0873'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QC0873'13.8 KM (8.60 MI) WESTERLY ALONG U.S. HIGHWAY 26 FROM THE POST OFFICE
 QC0873'IN MOUNT VERNON, NEAR THE SOUTH END OF AN EXPOSED AREA OF BEDROCK IN
 QC0873'A HIGHWAY CUT, NEAR THE MIDPOINT BETWEEN TWO CURVES, 12.6 M (41.3 FT)
 QC0873'WEST OF THE CENTERLINE OF THE HIGHWAY, 4.4 M (14.4 FT) WEST OF A
 QC0873'UTILITY POLE, 0.36 M (1.2 FT) EAST OF A FENCE, 1.1 M (3.6 FT) NORTH
 QC0873'OF A WITNESS POST, AND 0.9 M (3.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0684 ***********************************************************************
 PC0684  DESIGNATION -  A 741 X
 PC0684  PID         -  PC0684
 PC0684  STATE/COUNTY-  OR/DOUGLAS
 PC0684  USGS QUAD   -  ROSEBURG WEST (1987)
 PC0684
 PC0684                         *CURRENT SURVEY CONTROL
 PC0684  ___________________________________________________________________
 PC0684* NAD 83(1986)-  43 08 00.     (N)    123 23 59.     (W)     SCALED    
 PC0684* NAVD 88     -       151.223  (meters)     496.14   (feet)  ADJUSTED  
 PC0684  ___________________________________________________________________
 PC0684  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 PC0684  DYNAMIC HT  -         151.188 (meters)     496.02  (feet)  COMP
 PC0684  MODELED GRAV-     980,392.0   (mgal)                       NAVD 88
 PC0684
 PC0684  VERT ORDER  -  FIRST     CLASS II
 PC0684
 PC0684.The horizontal coordinates were scaled from a topographic map and have
 PC0684.an estimated accuracy of +/- 6 seconds.
 PC0684
 PC0684.The orthometric height was determined by differential leveling
 PC0684.and adjusted in June 1991.
 PC0684
 PC0684.The geoid height was determined by GEOID03.
 PC0684
 PC0684.The dynamic height is computed by dividing the NAVD 88
 PC0684.geopotential number by the normal gravity value computed on the
 PC0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0684.degrees latitude (g = 980.6199 gals.).
 PC0684
 PC0684.The modeled gravity was interpolated from observed gravity values.
 PC0684
 PC0684;                    North         East    Units  Estimated Accuracy
 PC0684;SPC OR S     -   167,000.    1,264,140.      MT  (+/- 180 meters Scaled)
 PC0684
 PC0684                          SUPERSEDED SURVEY CONTROL
 PC0684
 PC0684.No superseded survey control is available for this station.
 PC0684
 PC0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN674756(NAD 83)
 PC0684_MARKER: DB = BENCH MARK DISK
 PC0684_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PC0684_SP_SET: ABUTMENT
 PC0684_STAMPING: A 741 X 1987
 PC0684_MARK LOGO: NGS   
 PC0684_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PC0684+STABILITY: POSITION/ELEVATION WELL
 PC0684
 PC0684  HISTORY     - Date     Condition        Report By
 PC0684  HISTORY     - 1987     MONUMENTED       NGS
 PC0684  HISTORY     - 1987     GOOD             NGS
 PC0684
 PC0684                          STATION DESCRIPTION
 PC0684
 PC0684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PC0684'1.7 KM (1.05 MI) NE FROM WINSTON.
 PC0684'1.7 KM (1.05 MI) NORTHERASTERLY ALONG STATE HIGHWAY 99 FROM THE
 PC0684'JUNCTION OF STATE HIGHWAY 42 IN WINSTON, SET VERTICALLY IN THE
 PC0684'NORTHEAST FACE OF THE SOUTHWEST CONCRETE ABUTMENT OF THE SOUTHWEST
 PC0684'BOUND HIGHWAY BRIDGE SPANNING THE SOUTH UMPQUA RIVER, 7.2 M (23.6 FT)
 PC0684'NORTHWEST OF THE CENTER OF THE SOUTHWESTBOUND LANES OF THE HIGHWAY,
 PC0684'AND 1.1 M (3.6 FT) SOUTHEAST OF THE NORTHWEST END OF THE ABUTMENT.
 PC0684'THE MARK IS 1.3 M ABOVE THE GROUND.
 PC0684
 PC0684                          STATION RECOVERY (1987)
 PC0684
 PC0684'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PC0684'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0871 ***********************************************************************
 NZ0871  DESIGNATION -  A 743
 NZ0871  PID         -  NZ0871
 NZ0871  STATE/COUNTY-  OR/DOUGLAS
 NZ0871  USGS QUAD   -  BONE MOUNTAIN (1990)
 NZ0871
 NZ0871                         *CURRENT SURVEY CONTROL
 NZ0871  ___________________________________________________________________
 NZ0871* NAD 83(1986)-  42 58 23.     (N)    123 45 07.     (W)     SCALED    
 NZ0871* NAVD 88     -       245.460  (meters)     805.31   (feet)  ADJUSTED  
 NZ0871  ___________________________________________________________________
 NZ0871  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 NZ0871  DYNAMIC HT  -         245.389 (meters)     805.08  (feet)  COMP
 NZ0871  MODELED GRAV-     980,324.4   (mgal)                       NAVD 88
 NZ0871
 NZ0871  VERT ORDER  -  FIRST     CLASS II
 NZ0871
 NZ0871.The horizontal coordinates were scaled from a topographic map and have
 NZ0871.an estimated accuracy of +/- 6 seconds.
 NZ0871
 NZ0871.The orthometric height was determined by differential leveling
 NZ0871.and adjusted in June 1991.
 NZ0871
 NZ0871.The geoid height was determined by GEOID03.
 NZ0871
 NZ0871.The dynamic height is computed by dividing the NAVD 88
 NZ0871.geopotential number by the normal gravity value computed on the
 NZ0871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0871.degrees latitude (g = 980.6199 gals.).
 NZ0871
 NZ0871.The modeled gravity was interpolated from observed gravity values.
 NZ0871
 NZ0871;                    North         East    Units  Estimated Accuracy
 NZ0871;SPC OR S     -   150,270.    1,234,810.      MT  (+/- 180 meters Scaled)
 NZ0871
 NZ0871                          SUPERSEDED SURVEY CONTROL
 NZ0871
 NZ0871.No superseded survey control is available for this station.
 NZ0871
 NZ0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN386580(NAD 83)
 NZ0871_MARKER: DB = BENCH MARK DISK
 NZ0871_SETTING: 66 = SET IN ROCK OUTCROP
 NZ0871_SP_SET: BEDROCK
 NZ0871_STAMPING: A 743 1987
 NZ0871_MARK LOGO: NGS   
 NZ0871_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NZ0871+STABILITY: POSITION/ELEVATION WELL
 NZ0871
 NZ0871  HISTORY     - Date     Condition        Report By
 NZ0871  HISTORY     - 1987     MONUMENTED       NGS
 NZ0871
 NZ0871                          STATION DESCRIPTION
 NZ0871
 NZ0871'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 NZ0871'37.8 KM (23.50 MI) WEST FROM WINSTON.
 NZ0871'37.8 KM (23.50 MI) WESTERLY ALONG STATE HIGHWAY 42 FROM THE JUNCTION
 NZ0871'OF STATE HIGHWAY 99 IN WINSTON, 0.8 KM (0.50 MI) SOUTHWEST OF THE
 NZ0871'INTERSECTION OF TWELVE MILE CREEK ROAD, SET VERTICALLY IN THE
 NZ0871'SOUTHEAST FACE OF A LARGE EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT,
 NZ0871'115.0 M (377.3 FT) NORTHEAST OF THE SOUTHWEST END OF THE CUT, AND 8.8
 NZ0871'M (28.9 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 NZ0871'THE MARK IS 1.4 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1582 ***********************************************************************
 QE1582  DESIGNATION -  A 744
 QE1582  PID         -  QE1582
 QE1582  STATE/COUNTY-  OR/LANE
 QE1582  USGS QUAD   -  MERCER LAKE (1984)
 QE1582
 QE1582                         *CURRENT SURVEY CONTROL
 QE1582  ___________________________________________________________________
 QE1582* NAD 83(1986)-  44 00 14.     (N)    124 06 07.     (W)     SCALED    
 QE1582* NAVD 88     -        25.661  (meters)      84.19   (feet)  ADJUSTED  
 QE1582  ___________________________________________________________________
 QE1582  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 QE1582  DYNAMIC HT  -          25.659 (meters)      84.18  (feet)  COMP
 QE1582  MODELED GRAV-     980,540.2   (mgal)                       NAVD 88
 QE1582
 QE1582  VERT ORDER  -  FIRST     CLASS II
 QE1582
 QE1582.The horizontal coordinates were scaled from a topographic map and have
 QE1582.an estimated accuracy of +/- 6 seconds.
 QE1582
 QE1582.The orthometric height was determined by differential leveling
 QE1582.and adjusted in June 1991.
 QE1582
 QE1582.The geoid height was determined by GEOID03.
 QE1582
 QE1582.The dynamic height is computed by dividing the NAVD 88
 QE1582.geopotential number by the normal gravity value computed on the
 QE1582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1582.degrees latitude (g = 980.6199 gals.).
 QE1582
 QE1582.The modeled gravity was interpolated from observed gravity values.
 QE1582
 QE1582;                    North         East    Units  Estimated Accuracy
 QE1582;SPC OR S     -   265,850.    1,211,210.      MT  (+/- 180 meters Scaled)
 QE1582
 QE1582                          SUPERSEDED SURVEY CONTROL
 QE1582
 QE1582.No superseded survey control is available for this station.
 QE1582
 QE1582_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP116728(NAD 83)
 QE1582_MARKER: I = METAL ROD
 QE1582_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QE1582_SP_SET: STAINLESS STEEL ROD
 QE1582_STAMPING: A 744 1988
 QE1582_MARK LOGO: NGS   
 QE1582_PROJECTION: FLUSH
 QE1582_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE1582_ROD/PIPE-DEPTH: 12.8 meters
 QE1582
 QE1582  HISTORY     - Date     Condition        Report By
 QE1582  HISTORY     - 1988     MONUMENTED       NGS
 QE1582  HISTORY     - 19940904 POOR             USPSQD
 QE1582
 QE1582                          STATION DESCRIPTION
 QE1582
 QE1582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 QE1582'IN FLORENCE.
 QE1582'IN FLORENCE, AT THE INTERSECTION OF U.S. HIGHWAY 101 AND 43RD STREET,
 QE1582'20.6 M (67.6 FT) WEST OF THE CENTER OF THE HIGHWAY, 5.6 M (18.4 FT)
 QE1582'SOUTH OF THE CENTER OF THE STREET, 3.4 M (11.2 FT) NORTHWEST OF A
 QE1582'FIRE HYDRANT, AND 0.45 M (1.5 FT) SOUTH OF THE SOUTH CURB OF THE
 QE1582'STREET. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QE1582'THE MARK IS 0.2 M ABOVE THE STREET.
 QE1582
 QE1582                          STATION RECOVERY (1994)
 QE1582
 QE1582'RECOVERY NOTE BY US POWER SQUADRON 1994
 QE1582'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1610 ***********************************************************************
 QE1610  DESIGNATION -  A 745
 QE1610  PID         -  QE1610
 QE1610  STATE/COUNTY-  OR/LINCOLN
 QE1610  USGS QUAD   -  NEWPORT SOUTH (1984)
 QE1610
 QE1610                         *CURRENT SURVEY CONTROL
 QE1610  ___________________________________________________________________
 QE1610* NAD 83(1986)-  44 36 41.     (N)    124 03 01.     (W)     SCALED    
 QE1610* NAVD 88     -         5.195  (meters)      17.04   (feet)  ADJUSTED  
 QE1610  ___________________________________________________________________
 QE1610  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 QE1610  DYNAMIC HT  -           5.195 (meters)      17.04  (feet)  COMP
 QE1610  MODELED GRAV-     980,593.9   (mgal)                       NAVD 88
 QE1610
 QE1610  VERT ORDER  -  FIRST     CLASS II
 QE1610
 QE1610.The horizontal coordinates were scaled from a topographic map and have
 QE1610.an estimated accuracy of +/- 6 seconds.
 QE1610
 QE1610.The orthometric height was determined by differential leveling
 QE1610.and adjusted in June 1991.
 QE1610
 QE1610.The geoid height was determined by GEOID03.
 QE1610
 QE1610.The dynamic height is computed by dividing the NAVD 88
 QE1610.geopotential number by the normal gravity value computed on the
 QE1610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1610.degrees latitude (g = 980.6199 gals.).
 QE1610
 QE1610.The modeled gravity was interpolated from observed gravity values.
 QE1610
 QE1610;                    North         East    Units  Estimated Accuracy
 QE1610;SPC OR N     -   111,170.    2,218,290.      MT  (+/- 180 meters Scaled)
 QE1610
 QE1610                          SUPERSEDED SURVEY CONTROL
 QE1610
 QE1610.No superseded survey control is available for this station.
 QE1610
 QE1610_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ166403(NAD 83)
 QE1610_MARKER: F = FLANGE-ENCASED ROD
 QE1610_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QE1610_SP_SET: STAINLESS STEEL ROD
 QE1610_STAMPING: A 745 1988
 QE1610_MARK LOGO: NGS   
 QE1610_PROJECTION: FLUSH
 QE1610_MAGNETIC: I = MARKER IS A STEEL ROD
 QE1610_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE1610_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QE1610+SATELLITE: SATELLITE OBSERVATIONS - February 29, 2000
 QE1610_ROD/PIPE-DEPTH: 9.7  meters
 QE1610
 QE1610  HISTORY     - Date     Condition        Report By
 QE1610  HISTORY     - 1988     MONUMENTED       NGS
 QE1610  HISTORY     - 20000229 GOOD             NGS
 QE1610  HISTORY     - 20061006 MARK NOT FOUND   USPSQD
 QE1610
 QE1610                          STATION DESCRIPTION
 QE1610
 QE1610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 QE1610'3.3 KM (2.05 MI) SOUTH FROM NEWPORT.
 QE1610'3.3 KM (2.05 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM ITS JUNCTION
 QE1610'WITH U.S. HIGHWAY 20 IN NEWPORT, 25.5 M (83.7 FT) EAST OF THE
 QE1610'CENTERLINE OF THE HIGHWAY, 12.2 M (40.0 FT) NORTHWEST OF THE CENTER
 QE1610'OF SOUTHEAST FERRY SLIP ROAD, 5.7 M (18.7 FT) NORTHEAST OF THE CENTER
 QE1610'OF A PAVED ROAD, 2.3 M (7.5 FT) SOUTH-SOUTHWEST OF THE SOUTH CORNER
 QE1610'OF AN ANTIQUE AND GIFT SHOP, 1.0 M (3.3 FT) NORTHWEST OF A UTILITY
 QE1610'POLE, AND ON THE EXTENDED CENTER OF SOUTHEAST ASH STREET.
 QE1610'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QE1610'THE MARK IS ABOVE LEVEL WITH FERRY SLIP ROAD.
 QE1610
 QE1610                          STATION RECOVERY (2000)
 QE1610
 QE1610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 QE1610'3.3 KM (2.05 MI) SOUTHERLY ALONG U.S.  HIGHWAY 101 FROM THE JUNCTION
 QE1610'OF U.S.  HIGHWAY 20 IN NEWPORT, 24.9 M (81.7 FT) EAST OF THE HIGHWAY
 QE1610'CENTER, 12.9 M (42.3 FT) NORTH OF THE CENTER OF SOUTHEAST FERRY SLIP
 QE1610'ROAD, 11.7 M (38.4 FT) NORTHWEST OF THE CENTERLINE OF SOUTHEAST FERRY
 QE1610'SLIP ROAD, 2.3 M (7.5 FT) WEST OF UTILITY POLE NUMBER F17Q 6 WITH 3
 QE1610'GUY CABLES, 2.2 M (7.2 FT) SOUTH OF THE SOUTHEAST CORNER OF A BBQ
 QE1610'SMOKEHOUSE, AND 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY.
 QE1610'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 QE1610'MONUMENT IS ON THE STREET RIGHT-OF-WAY.
 QE1610
 QE1610                          STATION RECOVERY (2006)
 QE1610
 QE1610'RECOVERY NOTE BY US POWER SQUADRON 2006 (SO)
 QE1610'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0849 ***********************************************************************
 OA0849  DESIGNATION -  A 746
 OA0849  PID         -  OA0849
 OA0849  STATE/COUNTY-  OR/CURRY
 OA0849  USGS QUAD   -  CAPE SEBASTIAN (1986)
 OA0849
 OA0849                         *CURRENT SURVEY CONTROL
 OA0849  ___________________________________________________________________
 OA0849* NAD 83(1986)-  42 15 42.     (N)    124 23 39.     (W)     SCALED    
 OA0849* NAVD 88     -        31.866  (meters)     104.55   (feet)  ADJUSTED  
 OA0849  ___________________________________________________________________
 OA0849  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 OA0849  DYNAMIC HT  -          31.856 (meters)     104.51  (feet)  COMP
 OA0849  MODELED GRAV-     980,333.9   (mgal)                       NAVD 88
 OA0849
 OA0849  VERT ORDER  -  FIRST     CLASS II
 OA0849
 OA0849.The horizontal coordinates were scaled from a topographic map and have
 OA0849.an estimated accuracy of +/- 6 seconds.
 OA0849
 OA0849.The orthometric height was determined by differential leveling
 OA0849.and adjusted in June 1991.
 OA0849
 OA0849.The geoid height was determined by GEOID03.
 OA0849
 OA0849.The dynamic height is computed by dividing the NAVD 88
 OA0849.geopotential number by the normal gravity value computed on the
 OA0849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0849.degrees latitude (g = 980.6199 gals.).
 OA0849
 OA0849.The modeled gravity was interpolated from observed gravity values.
 OA0849
 OA0849;                    North         East    Units  Estimated Accuracy
 OA0849;SPC OR S     -    73,570.    1,178,800.      MT  (+/- 180 meters Scaled)
 OA0849
 OA0849                          SUPERSEDED SURVEY CONTROL
 OA0849
 OA0849.No superseded survey control is available for this station.
 OA0849
 OA0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCM850797(NAD 83)
 OA0849_MARKER: I = METAL ROD
 OA0849_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OA0849_SP_SET: STAINLESS STEEL ROD
 OA0849_STAMPING: A 746 1988
 OA0849_MARK LOGO: NGS   
 OA0849_PROJECTION: FLUSH
 OA0849_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OA0849+STABILITY: POSITION/ELEVATION WELL
 OA0849_ROD/PIPE-DEPTH: 17.0 meters
 OA0849
 OA0849  HISTORY     - Date     Condition        Report By
 OA0849  HISTORY     - 1988     MONUMENTED       NGS
 OA0849
 OA0849                          STATION DESCRIPTION
 OA0849
 OA0849'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 OA0849'19.6 KM (12.20 MI) SOUTH FROM GOLD BEACH.
 OA0849'15.2 KM (9.45 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE COURTHOUSE
 OA0849'IN GOLD BEACH, THENCE 4.4 KM (2.75 MI) SOUTHERLY ALONG PISTOL RIVER
 OA0849'AND CARPENTERVILLE ROAD, 25.2 M (82.7 FT) NORTHEAST OF THE CENTERLINE
 OA0849'OF THE ROAD, AND 11.8 M (38.7 FT) NORTH OF THE CENTER OF THE SOUTH
 OA0849'BANK PISTOL RIVER ROAD. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 OA0849'5-INCH LOGO CAP.
 OA0849'THE MARK IS 0.3 METERS  SSW FROM  A WITNESS POST AND FENCE
 OA0849'THE MARK IS 0.5 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0883 ***********************************************************************
 NZ0883  DESIGNATION -  A 747
 NZ0883  PID         -  NZ0883
 NZ0883  STATE/COUNTY-  OR/DOUGLAS
 NZ0883  USGS QUAD   -  CANYONVILLE (1986)
 NZ0883
 NZ0883                         *CURRENT SURVEY CONTROL
 NZ0883  ___________________________________________________________________
 NZ0883* NAD 83(1986)-  42 56 51.     (N)    123 19 23.     (W)     SCALED    
 NZ0883* NAVD 88     -       202.019  (meters)     662.79   (feet)  ADJUSTED  
 NZ0883  ___________________________________________________________________
 NZ0883  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 NZ0883  DYNAMIC HT  -         201.963 (meters)     662.61  (feet)  COMP
 NZ0883  MODELED GRAV-     980,339.9   (mgal)                       NAVD 88
 NZ0883
 NZ0883  VERT ORDER  -  FIRST     CLASS II
 NZ0883
 NZ0883.The horizontal coordinates were scaled from a topographic map and have
 NZ0883.an estimated accuracy of +/- 6 seconds.
 NZ0883
 NZ0883.The orthometric height was determined by differential leveling
 NZ0883.and adjusted in June 1991.
 NZ0883
 NZ0883.The geoid height was determined by GEOID03.
 NZ0883
 NZ0883.The dynamic height is computed by dividing the NAVD 88
 NZ0883.geopotential number by the normal gravity value computed on the
 NZ0883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0883.degrees latitude (g = 980.6199 gals.).
 NZ0883
 NZ0883.The modeled gravity was interpolated from observed gravity values.
 NZ0883
 NZ0883;                    North         East    Units  Estimated Accuracy
 NZ0883;SPC OR S     -   146,160.    1,269,680.      MT  (+/- 180 meters Scaled)
 NZ0883
 NZ0883                          SUPERSEDED SURVEY CONTROL
 NZ0883
 NZ0883.No superseded survey control is available for this station.
 NZ0883
 NZ0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN736550(NAD 83)
 NZ0883_MARKER: DB = BENCH MARK DISK
 NZ0883_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NZ0883_SP_SET: PIER
 NZ0883_STAMPING: A 747 1987
 NZ0883_MARK LOGO: NGS   
 NZ0883_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NZ0883+STABILITY: POSITION/ELEVATION WELL
 NZ0883
 NZ0883  HISTORY     - Date     Condition        Report By
 NZ0883  HISTORY     - 1987     MONUMENTED       NGS
 NZ0883
 NZ0883                          STATION DESCRIPTION
 NZ0883
 NZ0883'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 NZ0883'4.8 KM (3.00 MI) NORTH FROM CANYONVILLE.
 NZ0883'4.8 KM (3.00 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 5 FROM THE
 NZ0883'JUNCTION OF FIRST STREET IN CANYONVILLE, OR 0.3 KM (0.20 MI)
 NZ0883'SOUTHEASTERLY ALONG MAIN STREET FROM THE JUNCTION OF THE SOUTHERN
 NZ0883'PACIFIC RAILROAD IN RIDDLE, THENCE 5.0 KM (3.10 MI) EASTERLY ALONG
 NZ0883'FIRST AVENUE (COUNTY ROAD 20 A), THENCE 0.3 KM (0.20 MI) WEST ALONG A
 NZ0883'PAVED ROAD, SET VERTICALLY IN THE SOUTH FACE OF THE MOST EASTERLY
 NZ0883'PIER OF THE INTERSTATE HIGHWAY BRIDGE SPANNING THE SOUTH UMPQUA
 NZ0883'RIVER, 12.6 M (41.3 FT) SOUTH OF THE CENTER OF THE INTERSTATE
 NZ0883'HIGHWAY, AND 8.3 M (27.2 FT) WEST OF THE CENTER OF A DIRT ROAD.
 NZ0883'THE MARK IS 1.5 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0906 ***********************************************************************
 NZ0906  DESIGNATION -  A 748
 NZ0906  PID         -  NZ0906
 NZ0906  STATE/COUNTY-  OR/DOUGLAS
 NZ0906  USGS QUAD   -  QUINES CREEK (1986)
 NZ0906
 NZ0906                         *CURRENT SURVEY CONTROL
 NZ0906  ___________________________________________________________________
 NZ0906* NAD 83(1986)-  42 46 25.     (N)    123 17 35.     (W)     SCALED    
 NZ0906* NAVD 88     -       470.835  (meters)    1544.73   (feet)  ADJUSTED  
 NZ0906  ___________________________________________________________________
 NZ0906  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 NZ0906  DYNAMIC HT  -         470.685 (meters)    1544.24  (feet)  COMP
 NZ0906  MODELED GRAV-     980,287.8   (mgal)                       NAVD 88
 NZ0906
 NZ0906  VERT ORDER  -  FIRST     CLASS II
 NZ0906
 NZ0906.The horizontal coordinates were scaled from a topographic map and have
 NZ0906.an estimated accuracy of +/- 6 seconds.
 NZ0906
 NZ0906.The orthometric height was determined by differential leveling
 NZ0906.and adjusted in June 1991.
 NZ0906
 NZ0906.The geoid height was determined by GEOID03.
 NZ0906
 NZ0906.The dynamic height is computed by dividing the NAVD 88
 NZ0906.geopotential number by the normal gravity value computed on the
 NZ0906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0906.degrees latitude (g = 980.6199 gals.).
 NZ0906
 NZ0906.The modeled gravity was interpolated from observed gravity values.
 NZ0906
 NZ0906;                    North         East    Units  Estimated Accuracy
 NZ0906;SPC OR S     -   126,770.    1,271,480.      MT  (+/- 180 meters Scaled)
 NZ0906
 NZ0906                          SUPERSEDED SURVEY CONTROL
 NZ0906
 NZ0906.No superseded survey control is available for this station.
 NZ0906
 NZ0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN760357(NAD 83)
 NZ0906_MARKER: DB = BENCH MARK DISK
 NZ0906_SETTING: 66 = SET IN ROCK OUTCROP
 NZ0906_SP_SET: BEDROCK
 NZ0906_STAMPING: A 748 1987
 NZ0906_MARK LOGO: NGS   
 NZ0906_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NZ0906+STABILITY: POSITION/ELEVATION WELL
 NZ0906
 NZ0906  HISTORY     - Date     Condition        Report By
 NZ0906  HISTORY     - 1987     MONUMENTED       NGS
 NZ0906
 NZ0906                          STATION DESCRIPTION
 NZ0906
 NZ0906'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 NZ0906'21.2 KM (13.15 MI) SOUTH FROM CANYONVILLE.
 NZ0906'21.2 KM (13.15 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 5 FROM THE
 NZ0906'JUNCTION OF FIRST STREET IN CANYONVILLE, IN A SMALL LEDGE AT THE BASE
 NZ0906'OF A LARGE VERTICAL EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 83.1 M
 NZ0906'(272.6 FT) SOUTHWEST OF UTILITY POLE NUMBER E 2982, 30.1 M (98.8 FT)
 NZ0906'NORTHEAST OF A UTILITY POLE WITH A GUY WIRE, 28.6 M (93.8 FT)
 NZ0906'SOUTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY,
 NZ0906'AND 8.7 M (28.5 FT) SOUTHEAST OF THE CENTERLINE OF A FRONTAGE ROAD.
 NZ0906'THE MARK IS 0.6 METERS  E FROM  A WITNESS POST
 NZ0906'THE MARK IS 0.6 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0751 ***********************************************************************
 PC0751  DESIGNATION -  A 749
 PC0751  PID         -  PC0751
 PC0751  STATE/COUNTY-  OR/DOUGLAS
 PC0751  USGS QUAD   -  WINCHESTER (1987)
 PC0751
 PC0751                         *CURRENT SURVEY CONTROL
 PC0751  ___________________________________________________________________
 PC0751* NAD 83(1986)-  43 19 03.     (N)    123 20 39.     (W)     SCALED    
 PC0751* NAVD 88     -       141.261  (meters)     463.45   (feet)  ADJUSTED  
 PC0751  ___________________________________________________________________
 PC0751  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 PC0751  DYNAMIC HT  -         141.233 (meters)     463.36  (feet)  COMP
 PC0751  MODELED GRAV-     980,421.4   (mgal)                       NAVD 88
 PC0751
 PC0751  VERT ORDER  -  FIRST     CLASS II
 PC0751
 PC0751.The horizontal coordinates were scaled from a topographic map and have
 PC0751.an estimated accuracy of +/- 6 seconds.
 PC0751
 PC0751.The orthometric height was determined by differential leveling
 PC0751.and adjusted in June 1991.
 PC0751
 PC0751.The geoid height was determined by GEOID03.
 PC0751
 PC0751.The dynamic height is computed by dividing the NAVD 88
 PC0751.geopotential number by the normal gravity value computed on the
 PC0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0751.degrees latitude (g = 980.6199 gals.).
 PC0751
 PC0751.The modeled gravity was interpolated from observed gravity values.
 PC0751
 PC0751;                    North         East    Units  Estimated Accuracy
 PC0751;SPC OR S     -   187,300.    1,269,350.      MT  (+/- 180 meters Scaled)
 PC0751
 PC0751                          SUPERSEDED SURVEY CONTROL
 PC0751
 PC0751.No superseded survey control is available for this station.
 PC0751
 PC0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN720961(NAD 83)
 PC0751_MARKER: I = METAL ROD
 PC0751_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PC0751_SP_SET: STAINLESS STEEL ROD
 PC0751_STAMPING: A 749 1987
 PC0751_MARK LOGO: NGS   
 PC0751_PROJECTION: FLUSH
 PC0751_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PC0751+STABILITY: POSITION/ELEVATION WELL
 PC0751_ROD/PIPE-DEPTH: 7.7  meters
 PC0751
 PC0751  HISTORY     - Date     Condition        Report By
 PC0751  HISTORY     - 1987     MONUMENTED       NGS
 PC0751
 PC0751                          STATION DESCRIPTION
 PC0751
 PC0751'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PC0751'IN WILBUR.
 PC0751'IN WYLBUR, AT THE INTERSECTION OF STATE HIGHWAY 99 AND COUNTY ROAD 31,
 PC0751'17.6 M (57.7 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 8.3 M
 PC0751'(27.2 FT) SOUTH OF THE CENTERLINE OF THE ROAD, AND 0.8 M (2.6 FT) WEST
 PC0751'OF A CHAIN LINK FENCE. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 PC0751'5-INCH LOGO CAP.
 PC0751'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 PC0751'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0720 ***********************************************************************
 OA0720  DESIGNATION -  A 750
 OA0720  PID         -  OA0720
 OA0720  STATE/COUNTY-  OR/COOS
 OA0720  USGS QUAD   -  BRIDGE (1971)
 OA0720
 OA0720                         *CURRENT SURVEY CONTROL
 OA0720  ___________________________________________________________________
 OA0720* NAD 83(1986)-  43 02 04.     (N)    124 04 35.     (W)     SCALED    
 OA0720* NAVD 88     -        33.812  (meters)     110.93   (feet)  ADJUSTED  
 OA0720  ___________________________________________________________________
 OA0720  GEOID HEIGHT-         -25.01  (meters)                     GEOID03
 OA0720  DYNAMIC HT  -          33.806 (meters)     110.91  (feet)  COMP
 OA0720  MODELED GRAV-     980,448.3   (mgal)                       NAVD 88
 OA0720
 OA0720  VERT ORDER  -  FIRST     CLASS II
 OA0720
 OA0720.The horizontal coordinates were scaled from a topographic map and have
 OA0720.an estimated accuracy of +/- 6 seconds.
 OA0720
 OA0720.The orthometric height was determined by differential leveling
 OA0720.and adjusted in June 1991.
 OA0720
 OA0720.The geoid height was determined by GEOID03.
 OA0720
 OA0720.The dynamic height is computed by dividing the NAVD 88
 OA0720.geopotential number by the normal gravity value computed on the
 OA0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0720.degrees latitude (g = 980.6199 gals.).
 OA0720
 OA0720.The modeled gravity was interpolated from observed gravity values.
 OA0720
 OA0720;                    North         East    Units  Estimated Accuracy
 OA0720;SPC OR S     -   158,160.    1,208,660.      MT  (+/- 180 meters Scaled)
 OA0720
 OA0720                          SUPERSEDED SURVEY CONTROL
 OA0720
 OA0720.No superseded survey control is available for this station.
 OA0720
 OA0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN123652(NAD 83)
 OA0720_MARKER: DB = BENCH MARK DISK
 OA0720_SETTING: 66 = SET IN ROCK OUTCROP
 OA0720_SP_SET: BEDROCK
 OA0720_STAMPING: A 750 1987
 OA0720_MARK LOGO: NGS   
 OA0720_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OA0720+STABILITY: POSITION/ELEVATION WELL
 OA0720
 OA0720  HISTORY     - Date     Condition        Report By
 OA0720  HISTORY     - 1987     MONUMENTED       NGS
 OA0720
 OA0720                          STATION DESCRIPTION
 OA0720
 OA0720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 OA0720'9.2 KM (5.70 MI) SE FROM MYRTLE POINT.
 OA0720'9.2 KM (5.70 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 42 FROM THE
 OA0720'JUNCTION OF SPRUCE STREET IN MYRTLE POINT, 7.47 KM (4.65 MI) WEST OF
 OA0720'BRIDGE SCHOOL, 4.05 KM (2.50 MI) EAST OF THE JUNCTION LEADING TO
 OA0720'POWERS, SET VERTICALLY NEAR THE CENTER OF THE EAST FACE OF A LARGE
 OA0720'EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 40.0 M (131.2 FT) NORTH OF
 OA0720'THE SOUTH END OF THE EXPOSED BEDROCK, 35.7 M (117.1 FT) SOUTH OF THE
 OA0720'NORTH END OF THE EXPOSED BEDROCK, AND 9.99 M (32.8 FT) WEST OF THE
 OA0720'CENTERLINE OF THE HIGHWAY.
 OA0720'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 OA0720'THE MARK IS 1.0 M ABOVE THE HIGHWAT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0612 ***********************************************************************
 OA0612  DESIGNATION -  A 751
 OA0612  PID         -  OA0612
 OA0612  STATE/COUNTY-  OR/COOS
 OA0612  USGS QUAD   -  COOS BAY (1975)
 OA0612
 OA0612                         *CURRENT SURVEY CONTROL
 OA0612  ___________________________________________________________________
 OA0612* NAD 83(1986)-  43 15 59.     (N)    124 13 44.     (W)     SCALED    
 OA0612* NAVD 88     -         3.600  (meters)      11.81   (feet)  ADJUSTED  
 OA0612  ___________________________________________________________________
 OA0612  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 OA0612  DYNAMIC HT  -           3.599 (meters)      11.81  (feet)  COMP
 OA0612  MODELED GRAV-     980,471.1   (mgal)                       NAVD 88
 OA0612
 OA0612  VERT ORDER  -  FIRST     CLASS II
 OA0612
 OA0612.The horizontal coordinates were scaled from a topographic map and have
 OA0612.an estimated accuracy of +/- 6 seconds.
 OA0612
 OA0612.The orthometric height was determined by differential leveling
 OA0612.and adjusted in June 1991.
 OA0612
 OA0612.The geoid height was determined by GEOID03.
 OA0612
 OA0612.The dynamic height is computed by dividing the NAVD 88
 OA0612.geopotential number by the normal gravity value computed on the
 OA0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0612.degrees latitude (g = 980.6199 gals.).
 OA0612
 OA0612.The modeled gravity was interpolated from observed gravity values.
 OA0612
 OA0612;                    North         East    Units  Estimated Accuracy
 OA0612;SPC OR S     -   184,440.    1,197,390.      MT  (+/- 180 meters Scaled)
 OA0612
 OA0612                          SUPERSEDED SURVEY CONTROL
 OA0612
 OA0612.No superseded survey control is available for this station.
 OA0612
 OA0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN002911(NAD 83)
 OA0612_MARKER: I = METAL ROD
 OA0612_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OA0612_SP_SET: STAINLESS STEEL ROD
 OA0612_STAMPING: A 751 1987
 OA0612_MARK LOGO: NGS   
 OA0612_PROJECTION: FLUSH
 OA0612_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OA0612_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OA0612+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2002
 OA0612_ROD/PIPE-DEPTH: 9.8  meters
 OA0612
 OA0612  HISTORY     - Date     Condition        Report By
 OA0612  HISTORY     - 1987     MONUMENTED       NGS
 OA0612  HISTORY     - 1988     GOOD             USPSQD
 OA0612  HISTORY     - 20020509 GOOD             USPSQD
 OA0612
 OA0612                          STATION DESCRIPTION
 OA0612
 OA0612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 OA0612'13.3 KM (8.25 MI) SOUTH FROM COOS BAY.
 OA0612'9.7 KM (6.05 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM ITS JUNCTION
 OA0612'WITH COMMERCIAL AVENUE IN COOS BAY, THENCE 3.6 KM (2.25 MI) SOUTHERLY
 OA0612'ALONG STATE HIGHWAY 42, 17.4 M (57.1 FT) EAST OF THE CENTERLINE OF
 OA0612'THE NORTHBOUND LANES OF THE HIGHWAY, 8.0 M (26.2 FT) SOUTH OF THE
 OA0612'CENTER OF A TRACK ROAD, 3.6 M (11.8 FT) EAST OF THE NEAR RAIL OF THE
 OA0612'SOUTHERN PACIFIC RAILROAD, AND 3.1 M (10.2 FT) NORTH OF A UTILITY
 OA0612'POLE. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OA0612'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 OA0612'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 OA0612
 OA0612                          STATION RECOVERY (1988)
 OA0612
 OA0612'RECOVERY NOTE BY US POWER SQUADRON 1988 (AS)
 OA0612'RECOVERED IN GOOD CONDITION.
 OA0612
 OA0612                          STATION RECOVERY (2002)
 OA0612
 OA0612'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 OA0612'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1537 ***********************************************************************
 QD1537  DESIGNATION -  A 752
 QD1537  PID         -  QD1537
 QD1537  STATE/COUNTY-  OR/DESCHUTES
 QD1537  USGS QUAD   -  FORKED HORN BUTTE (1962)
 QD1537
 QD1537                         *CURRENT SURVEY CONTROL
 QD1537  ___________________________________________________________________
 QD1537* NAD 83(1986)-  44 12 37.     (N)    121 13 14.     (W)     SCALED    
 QD1537* NAVD 88     -       951.286  (meters)    3121.01   (feet)  ADJUSTED  
 QD1537  ___________________________________________________________________
 QD1537  GEOID HEIGHT-         -21.16  (meters)                     GEOID03
 QD1537  DYNAMIC HT  -         950.949 (meters)    3119.91  (feet)  COMP
 QD1537  MODELED GRAV-     980,231.8   (mgal)                       NAVD 88
 QD1537
 QD1537  VERT ORDER  -  FIRST     CLASS II
 QD1537
 QD1537.The horizontal coordinates were scaled from a topographic map and have
 QD1537.an estimated accuracy of +/- 6 seconds.
 QD1537
 QD1537.The orthometric height was determined by differential leveling
 QD1537.and adjusted in June 1991.
 QD1537
 QD1537.The geoid height was determined by GEOID03.
 QD1537
 QD1537.The dynamic height is computed by dividing the NAVD 88
 QD1537.geopotential number by the normal gravity value computed on the
 QD1537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1537.degrees latitude (g = 980.6199 gals.).
 QD1537
 QD1537.The modeled gravity was interpolated from observed gravity values.
 QD1537
 QD1537;                    North         East    Units  Estimated Accuracy
 QD1537;SPC OR S     -   282,820.    1,442,410.      MT  (+/- 180 meters Scaled)
 QD1537
 QD1537                          SUPERSEDED SURVEY CONTROL
 QD1537
 QD1537.No superseded survey control is available for this station.
 QD1537
 QD1537_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP421967(NAD 83)
 QD1537_MARKER: I = METAL ROD
 QD1537_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QD1537+WITH SETTING: INFORMATION.
 QD1537_SP_SET: METAL ROD DRIVEN INTO GROUND
 QD1537_STAMPING: A 752 1988
 QD1537_MARK LOGO: NGS   
 QD1537_MAGNETIC: I = MARKER IS A STEEL ROD
 QD1537_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QD1537_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QD1537+SATELLITE: SATELLITE OBSERVATIONS - 1988
 QD1537
 QD1537  HISTORY     - Date     Condition        Report By
 QD1537  HISTORY     - 1988     MONUMENTED       NGS
 QD1537
 QD1537                          STATION DESCRIPTION
 QD1537
 QD1537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 QD1537'7.6 KM (4.70 MI) SOUTHERLY ALONG U.S. HIGHWAY 97 FROM THE JUNCTION OF
 QD1537'STATE HIGHWAY 126 IN REDMOND, A METAL ROD DRIVEN 1.1 METERS AND
 QD1537'FLUSH WITH GROUND, 40.5 M (132.9 FT) SOUTHEAST OF THE
 QD1537'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 8.2 M (26.9 FT)
 QD1537'NORTH OF THE CENTER OF A DIM TRACK ROAD, 6.8 M (22.3 FT) SOUTH OF THE
 QD1537'EXTENDED CENTER OF QUARRY ROAD, 2.4 M (7.9 FT) NORTH OF UTILITY POLE
 QD1537'NUMBER RB 80 WITH A GUY WIRE, 0.4 M (1.3 FT) WEST OF A WITNESS POST,
 QD1537'AND LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1465 ***********************************************************************
 QD1465  DESIGNATION -  A 753
 QD1465  PID         -  QD1465
 QD1465  STATE/COUNTY-  OR/CROOK
 QD1465  USGS QUAD   -  OCHOCO RESERVOIR (1992)
 QD1465
 QD1465                         *CURRENT SURVEY CONTROL
 QD1465  ___________________________________________________________________
 QD1465* NAD 83(1986)-  44 18 45.     (N)    120 41 04.     (W)     SCALED    
 QD1465* NAVD 88     -       963.312  (meters)    3160.47   (feet)  ADJUSTED  
 QD1465  ___________________________________________________________________
 QD1465  GEOID HEIGHT-         -20.11  (meters)                     GEOID03
 QD1465  DYNAMIC HT  -         962.988 (meters)    3159.40  (feet)  COMP
 QD1465  MODELED GRAV-     980,248.9   (mgal)                       NAVD 88
 QD1465
 QD1465  VERT ORDER  -  FIRST     CLASS II
 QD1465
 QD1465.The horizontal coordinates were scaled from a topographic map and have
 QD1465.an estimated accuracy of +/- 6 seconds.
 QD1465
 QD1465.The orthometric height was determined by differential leveling
 QD1465.and adjusted in June 1991.
 QD1465
 QD1465.The geoid height was determined by GEOID03.
 QD1465
 QD1465.The dynamic height is computed by dividing the NAVD 88
 QD1465.geopotential number by the normal gravity value computed on the
 QD1465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1465.degrees latitude (g = 980.6199 gals.).
 QD1465
 QD1465.The modeled gravity was interpolated from observed gravity values.
 QD1465
 QD1465;                    North         East    Units  Estimated Accuracy
 QD1465;SPC OR S     -   293,950.    1,485,280.      MT  (+/- 180 meters Scaled)
 QD1465
 QD1465                          SUPERSEDED SURVEY CONTROL
 QD1465
 QD1465.No superseded survey control is available for this station.
 QD1465
 QD1465_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ846091(NAD 83)
 QD1465_MARKER: DV = VERTICAL CONTROL DISK
 QD1465_SETTING: 66 = SET IN ROCK OUTCROP
 QD1465_SP_SET: IN A DRILL HOLE IN BEDROCK
 QD1465_STAMPING: A 753 1988
 QD1465_MARK LOGO: NGS   
 QD1465_MAGNETIC: N = NO MAGNETIC MATERIAL
 QD1465_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QD1465+STABILITY: POSITION/ELEVATION WELL
 QD1465_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QD1465+SATELLITE: SATELLITE OBSERVATIONS - 1988
 QD1465
 QD1465  HISTORY     - Date     Condition        Report By
 QD1465  HISTORY     - 1988     MONUMENTED       NGS
 QD1465
 QD1465                          STATION DESCRIPTION
 QD1465
 QD1465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 QD1465'13.3 KM (8.25 MI) EASTERLY ALONG U.S. HIGHWAY 26 FROM THE COURTHOUSE
 QD1465'IN PRINEVILLE, SET VERTICALLY IN THE SOUTH FACE OF AN EXPOSED AREA OF
 QD1465'BEDROCK IN A HIGHWAY CUT, 6.7 M (22.0 FT) NORTHWEST OF THE CENTERLINE
 QD1465'OF THE HIGHWAY, 3.3 M (10.8 FT) SOUTHWEST OF THE NORTHEAST END OF THE
 QD1465'EXPOSED BEDROCK, 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND
 QD1465'0.7 M (2.3 FT) NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0643 ***********************************************************************
 OA0643  DESIGNATION -  A 754
 OA0643  PID         -  OA0643
 OA0643  STATE/COUNTY-  OR/COOS
 OA0643  USGS QUAD   -  CHARLESTON (1970)
 OA0643
 OA0643                         *CURRENT SURVEY CONTROL
 OA0643  ___________________________________________________________________
 OA0643* NAD 83(1986)-  43 20 26.     (N)    124 19 30.     (W)     SCALED    
 OA0643* NAVD 88     -         3.665  (meters)      12.02   (feet)  ADJUSTED  
 OA0643  ___________________________________________________________________
 OA0643  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 OA0643  DYNAMIC HT  -           3.665 (meters)      12.02  (feet)  COMP
 OA0643  MODELED GRAV-     980,451.4   (mgal)                       NAVD 88
 OA0643
 OA0643  VERT ORDER  -  FIRST     CLASS II
 OA0643
 OA0643.The horizontal coordinates were scaled from a topographic map and have
 OA0643.an estimated accuracy of +/- 6 seconds.
 OA0643
 OA0643.The orthometric height was determined by differential leveling
 OA0643.and adjusted in June 1991.
 OA0643
 OA0643.The geoid height was determined by GEOID03.
 OA0643
 OA0643.The dynamic height is computed by dividing the NAVD 88
 OA0643.geopotential number by the normal gravity value computed on the
 OA0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0643.degrees latitude (g = 980.6199 gals.).
 OA0643
 OA0643.The modeled gravity was interpolated from observed gravity values.
 OA0643
 OA0643;                    North         East    Units  Estimated Accuracy
 OA0643;SPC OR S     -   193,020.    1,189,970.      MT  (+/- 180 meters Scaled)
 OA0643
 OA0643                          SUPERSEDED SURVEY CONTROL
 OA0643
 OA0643.No superseded survey control is available for this station.
 OA0643
 OA0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN925994(NAD 83)
 OA0643_MARKER: I = METAL ROD
 OA0643_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OA0643_SP_SET: STAINLESS STEEL ROD
 OA0643_STAMPING: A 754 1988
 OA0643_MARK LOGO: NGS   
 OA0643_PROJECTION: FLUSH
 OA0643_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OA0643_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OA0643+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2007
 OA0643_ROD/PIPE-DEPTH: 8.4  meters
 OA0643
 OA0643  HISTORY     - Date     Condition        Report By
 OA0643  HISTORY     - 1988     MONUMENTED       NGS
 OA0643  HISTORY     - 20010929 MARK NOT FOUND   USPSQD
 OA0643  HISTORY     - 20030711 GOOD             OR-011
 OA0643  HISTORY     - 20030711 GOOD             OR-011
 OA0643  HISTORY     - 20070125 GOOD             USPSQD
 OA0643
 OA0643                          STATION DESCRIPTION
 OA0643
 OA0643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 OA0643'IN CHARLESTON.
 OA0643'IN CHARLESTON, AT 5002 BOAT BASIN DRIVE, 10.2 M (33.5 FT) NORTHEAST OF
 OA0643'THE CENTER OF THE DRIVE, 10.1 M (33.1 FT) SOUTHEAST OF THE SOUTHEAST
 OA0643'CORNER OF CHARLESTON COMMUNITY CHURCH AT 5002 BOAT BASIN DRIVE, 1.4 M
 OA0643'(4.6 FT) NORTHEAST OF A FENCE CORNER, AND 0.4 M (1.3 FT) NORTHWEST OF
 OA0643'A CHAIN LINK FENCE. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 OA0643'5-INCH LOGO CAP.
 OA0643'THE MARK IS ABOVE LEVEL WITH THE DRIVE.
 OA0643
 OA0643                          STATION RECOVERY (2001)
 OA0643
 OA0643'RECOVERY NOTE BY US POWER SQUADRON 2001 (VCR)
 OA0643'MARK NOT FOUND.
 OA0643
 OA0643                          STATION RECOVERY (2003)
 OA0643
 OA0643'RECOVERY NOTE BY COOS COUNTY OREGON 2003 (BH)
 OA0643'WHEN THIS BM WAS ESTABLISHED IN 1988 BY NGS, THE PART OF THE
 OA0643'DESCRIPTION WHERE IT SAYS 10.1M(33.1') SOUTHEAST OF THE SOUTHEAST
 OA0643'CORNER OF THE CHARLESTON COMMUNITY CHURCH, SHOULD READ, SOUTHEAST OF
 OA0643'THE SOUTHWEST CORNER OF THE CHARLESTON COMMUNITY CHURCH. THE ASPHALT
 OA0643'DRIVEWAY TO THE CHURCH IS NOW ABOVE THE ELEV. OF THE LOGO CAP, BUT THE
 OA0643'REST OF THE DESCRIPTION IN 1988 IS THE SAME TODAY.
 OA0643
 OA0643                          STATION RECOVERY (2003)
 OA0643
 OA0643'RECOVERY NOTE BY COOS COUNTY OREGON 2003 (BH)
 OA0643'IN 1988 WHEN SETTING THE MARK AN ERROR WAS MADE IN THE DESCRIPTION.
 OA0643'IN THE DESC. WHERE IT SAYS 10.1M(33.1FT) SOUTHEAST OF THE SOUTH-
 OA0643'EAST CORNER OF CHARLESTON COMMUNITY CHURCH.
 OA0643'IT SHOULD SAY, 10.1M(33.1FT.) SOUTHEAST OF THE SOUTHWEST CORNER
 OA0643'OF CHARLESTON COMMUNITY CHURCH.
 OA0643'ALSO THE DRIVE HAS BEEN PAVED AND THE ROD IS FLUSH WITH GROUND
 OA0643'AS ORIGINALLY DESCRIBED, BUT IS NOW BELOW THE SURFACE OF THE
 OA0643'DRIVE. THE REST OF THE 1988 NGS DESCRIPTION IS UP TO DATE.
 OA0643
 OA0643                          STATION RECOVERY (2007)
 OA0643
 OA0643'RECOVERY NOTE BY US POWER SQUADRON 2007 (AES)
 OA0643'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0679 ***********************************************************************
 OA0679  DESIGNATION -  A 755
 OA0679  PID         -  OA0679
 OA0679  STATE/COUNTY-  OR/DOUGLAS
 OA0679  USGS QUAD   -  WINCHESTER BAY (1985)
 OA0679
 OA0679                         *CURRENT SURVEY CONTROL
 OA0679  ___________________________________________________________________
 OA0679* NAD 83(1986)-  43 40 32.     (N)    124 09 34.     (W)     SCALED    
 OA0679* NAVD 88     -         6.717  (meters)      22.04   (feet)  ADJUSTED  
 OA0679  ___________________________________________________________________
 OA0679  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 OA0679  DYNAMIC HT  -           6.717 (meters)      22.04  (feet)  COMP
 OA0679  MODELED GRAV-     980,521.7   (mgal)                       NAVD 88
 OA0679
 OA0679  VERT ORDER  -  FIRST     CLASS II
 OA0679
 OA0679.The horizontal coordinates were scaled from a topographic map and have
 OA0679.an estimated accuracy of +/- 6 seconds.
 OA0679
 OA0679.The orthometric height was determined by differential leveling
 OA0679.and adjusted in June 1991.
 OA0679
 OA0679.The geoid height was determined by GEOID03.
 OA0679
 OA0679.The dynamic height is computed by dividing the NAVD 88
 OA0679.geopotential number by the normal gravity value computed on the
 OA0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0679.degrees latitude (g = 980.6199 gals.).
 OA0679
 OA0679.The modeled gravity was interpolated from observed gravity values.
 OA0679
 OA0679;                    North         East    Units  Estimated Accuracy
 OA0679;SPC OR S     -   229,600.    1,205,010.      MT  (+/- 180 meters Scaled)
 OA0679
 OA0679                          SUPERSEDED SURVEY CONTROL
 OA0679
 OA0679.No superseded survey control is available for this station.
 OA0679
 OA0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP065364(NAD 83)
 OA0679_MARKER: DB = BENCH MARK DISK
 OA0679_SETTING: 66 = SET IN ROCK OUTCROP
 OA0679_SP_SET: BEDROCK
 OA0679_STAMPING: A 755 1988
 OA0679_MARK LOGO: NGS   
 OA0679_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OA0679+STABILITY: POSITION/ELEVATION WELL
 OA0679
 OA0679  HISTORY     - Date     Condition        Report By
 OA0679  HISTORY     - 1988     MONUMENTED       NGS
 OA0679  HISTORY     - 1988     GOOD             USPSQD
 OA0679  HISTORY     - 1989     GOOD             USPSQD
 OA0679
 OA0679                          STATION DESCRIPTION
 OA0679
 OA0679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 OA0679'5.6 KM (3.50 MI) SOUTH FROM REEDSPORT.
 OA0679'5.6 KM (3.50 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF
 OA0679'STATE HIGHWAY 38 IN REEDSPORT, NEAR THE CENTER OF A 7 BY 32 FOOT
 OA0679'EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 12.8 M (42.0 FT) NORTHWEST
 OA0679'OF THE CENTER OF THE HIGHWAY, AND 9.9 M (32.5 FT) NORTHEAST OF THE
 OA0679'EXTENDED CENTER OF A DRIVEWAY LEADING SOUTHEAST INTO THE SURFWOOD
 OA0679'CAMPGROUND.
 OA0679'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 OA0679'THE MARK IS 1.6 M ABOVE THE HIGHWAY.
 OA0679
 OA0679                          STATION RECOVERY (1988)
 OA0679
 OA0679'RECOVERY NOTE BY US POWER SQUADRON 1988 (AES)
 OA0679'RECOVERED IN GOOD CONDITION.
 OA0679
 OA0679                          STATION RECOVERY (1989)
 OA0679
 OA0679'RECOVERY NOTE BY US POWER SQUADRON 1989 (AES)
 OA0679'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0740 ***********************************************************************
 OA0740  DESIGNATION -  A 756
 OA0740  PID         -  OA0740
 OA0740  STATE/COUNTY-  OR/COOS
 OA0740  USGS QUAD   -  COQUILLE (1975)
 OA0740
 OA0740                         *CURRENT SURVEY CONTROL
 OA0740  ___________________________________________________________________
 OA0740* NAD 83(1986)-  43 10 23.     (N)    124 11 55.     (W)     SCALED    
 OA0740* NAVD 88     -         7.557  (meters)      24.79   (feet)  ADJUSTED  
 OA0740  ___________________________________________________________________
 OA0740  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 OA0740  DYNAMIC HT  -           7.556 (meters)      24.79  (feet)  COMP
 OA0740  MODELED GRAV-     980,459.0   (mgal)                       NAVD 88
 OA0740
 OA0740  VERT ORDER  -  FIRST     CLASS II
 OA0740
 OA0740.The horizontal coordinates were scaled from a topographic map and have
 OA0740.an estimated accuracy of +/- 6 seconds.
 OA0740
 OA0740.The orthometric height was determined by differential leveling
 OA0740.and adjusted in June 1991.
 OA0740
 OA0740.The geoid height was determined by GEOID03.
 OA0740
 OA0740.The dynamic height is computed by dividing the NAVD 88
 OA0740.geopotential number by the normal gravity value computed on the
 OA0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0740.degrees latitude (g = 980.6199 gals.).
 OA0740
 OA0740.The modeled gravity was interpolated from observed gravity values.
 OA0740
 OA0740;                    North         East    Units  Estimated Accuracy
 OA0740;SPC OR S     -   173,970.    1,199,390.      MT  (+/- 180 meters Scaled)
 OA0740
 OA0740                          SUPERSEDED SURVEY CONTROL
 OA0740
 OA0740.No superseded survey control is available for this station.
 OA0740
 OA0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN025807(NAD 83)
 OA0740_MARKER: DB = BENCH MARK DISK
 OA0740_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OA0740_SP_SET: PIER
 OA0740_STAMPING: A 756 1988
 OA0740_MARK LOGO: NGS   
 OA0740_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OA0740+STABILITY: POSITION/ELEVATION WELL
 OA0740_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OA0740+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2005
 OA0740
 OA0740  HISTORY     - Date     Condition        Report By
 OA0740  HISTORY     - 1988     MONUMENTED       NGS
 OA0740  HISTORY     - 19950520 GOOD             USPSQD
 OA0740  HISTORY     - 20020217 GOOD             USPSQD
 OA0740  HISTORY     - 20050717 GOOD             USPSQD
 OA0740
 OA0740                          STATION DESCRIPTION
 OA0740
 OA0740'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 OA0740'1.1 KM (0.70 MI) SW FROM COQUILLE.
 OA0740'1.1 KM (0.70 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 42 FROM THE
 OA0740'JUNCTION OF STATE HIGHWAY 44 IN COQUILLE, SET VERTICALLY IN THE SOUTH
 OA0740'FACE OF THE FIRST PIER NORTH OF THE SOUTH ABUTMENT OF A HIGHWAY
 OA0740'BRIDGE SPANNING THE COQUILLE RIVER, AND 1.9 M (6.2 FT) EAST OF THE
 OA0740'CENTER OF THE HIGHWAY.
 OA0740'THE MARK IS 1.5 M ABOVE THE GROUND.
 OA0740
 OA0740                          STATION RECOVERY (1995)
 OA0740
 OA0740'RECOVERY NOTE BY US POWER SQUADRON 1995
 OA0740'RECOVERED IN GOOD CONDITION.
 OA0740
 OA0740                          STATION RECOVERY (2002)
 OA0740
 OA0740'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 OA0740'RECOVERED IN GOOD CONDITION.
 OA0740
 OA0740                          STATION RECOVERY (2005)
 OA0740
 OA0740'RECOVERY NOTE BY US POWER SQUADRON 2005 (AES)
 OA0740'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0769 ***********************************************************************
 OA0769  DESIGNATION -  A 757
 OA0769  PID         -  OA0769
 OA0769  STATE/COUNTY-  OR/CURRY
 OA0769  USGS QUAD   -  SIXES (1996)
 OA0769
 OA0769                         *CURRENT SURVEY CONTROL
 OA0769  ___________________________________________________________________
 OA0769* NAD 83(1986)-  42 52 28.     (N)    124 28 06.     (W)     SCALED    
 OA0769* NAVD 88     -        51.373  (meters)     168.55   (feet)  ADJUSTED  
 OA0769  ___________________________________________________________________
 OA0769  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 OA0769  DYNAMIC HT  -          51.363 (meters)     168.51  (feet)  COMP
 OA0769  MODELED GRAV-     980,420.1   (mgal)                       NAVD 88
 OA0769
 OA0769  VERT ORDER  -  FIRST     CLASS II
 OA0769
 OA0769.The horizontal coordinates were scaled from a topographic map and have
 OA0769.an estimated accuracy of +/- 6 seconds.
 OA0769
 OA0769.The orthometric height was determined by differential leveling
 OA0769.and adjusted in June 1991.
 OA0769
 OA0769.The geoid height was determined by GEOID03.
 OA0769
 OA0769.The dynamic height is computed by dividing the NAVD 88
 OA0769.geopotential number by the normal gravity value computed on the
 OA0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0769.degrees latitude (g = 980.6199 gals.).
 OA0769
 OA0769.The modeled gravity was interpolated from observed gravity values.
 OA0769
 OA0769;                    North         East    Units  Estimated Accuracy
 OA0769;SPC OR S     -   141,840.    1,175,910.      MT  (+/- 180 meters Scaled)
 OA0769
 OA0769                          SUPERSEDED SURVEY CONTROL
 OA0769
 OA0769.No superseded survey control is available for this station.
 OA0769
 OA0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN800479(NAD 83)
 OA0769_MARKER: I = METAL ROD
 OA0769_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OA0769_SP_SET: STAINLESS STEEL ROD
 OA0769_STAMPING: A 757 1988
 OA0769_MARK LOGO: NGS   
 OA0769_PROJECTION: FLUSH
 OA0769_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OA0769_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OA0769+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2003
 OA0769_ROD/PIPE-DEPTH: 9.7  meters
 OA0769
 OA0769  HISTORY     - Date     Condition        Report By
 OA0769  HISTORY     - 1988     MONUMENTED       NGS
 OA0769  HISTORY     - 1990     GOOD             USPSQD
 OA0769  HISTORY     - 20030711 GOOD             USPSQD
 OA0769
 OA0769                          STATION DESCRIPTION
 OA0769
 OA0769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 OA0769'15.1 KM (9.40 MI) NORTH FROM PORT ORFORD.
 OA0769'15.1 KM (9.40 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION
 OA0769'OF HARBOR DRIVE IN PORT ORFORD, 19.8 M (65.0 FT) NORTH OF THE CENTER
 OA0769'OF A DRIVEWAY, 12.6 M (41.3 FT) EAST OF THE CENTERLINE OF THE
 OA0769'NORTHBOUND LANES OF THE HIGHWAY, 2.0 M (6.6 FT) SOUTH OF UTILITY POLE
 OA0769'NUMBER 5F-2, AND 0.7 M (2.3 FT) NORTH OF A FENCE CORNER. NOTE--ACCESS
 OA0769'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OA0769'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 OA0769'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 OA0769
 OA0769                          STATION RECOVERY (1990)
 OA0769
 OA0769'RECOVERY NOTE BY US POWER SQUADRON 1990 (AES)
 OA0769'RECOVERED IN GOOD CONDITION.
 OA0769
 OA0769                          STATION RECOVERY (2003)
 OA0769
 OA0769'RECOVERY NOTE BY US POWER SQUADRON 2003 (AES)
 OA0769'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0799 ***********************************************************************
 OA0799  DESIGNATION -  A 758
 OA0799  PID         -  OA0799
 OA0799  STATE/COUNTY-  OR/CURRY
 OA0799  USGS QUAD   -  PORT ORFORD (1996)
 OA0799
 OA0799                         *CURRENT SURVEY CONTROL
 OA0799  ___________________________________________________________________
 OA0799* NAD 83(1986)-  42 42 42.     (N)    124 27 34.     (W)     SCALED    
 OA0799* NAVD 88     -        29.194  (meters)      95.78   (feet)  ADJUSTED  
 OA0799  ___________________________________________________________________
 OA0799  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 OA0799  DYNAMIC HT  -          29.188 (meters)      95.76  (feet)  COMP
 OA0799  MODELED GRAV-     980,397.2   (mgal)                       NAVD 88
 OA0799
 OA0799  VERT ORDER  -  FIRST     CLASS II
 OA0799
 OA0799.The horizontal coordinates were scaled from a topographic map and have
 OA0799.an estimated accuracy of +/- 6 seconds.
 OA0799
 OA0799.The orthometric height was determined by differential leveling
 OA0799.and adjusted in June 1991.
 OA0799
 OA0799.The geoid height was determined by GEOID03.
 OA0799
 OA0799.The dynamic height is computed by dividing the NAVD 88
 OA0799.geopotential number by the normal gravity value computed on the
 OA0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0799.degrees latitude (g = 980.6199 gals.).
 OA0799
 OA0799.The modeled gravity was interpolated from observed gravity values.
 OA0799
 OA0799;                    North         East    Units  Estimated Accuracy
 OA0799;SPC OR S     -   123,750.    1,175,780.      MT  (+/- 180 meters Scaled)
 OA0799
 OA0799                          SUPERSEDED SURVEY CONTROL
 OA0799
 OA0799.No superseded survey control is available for this station.
 OA0799
 OA0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN804298(NAD 83)
 OA0799_MARKER: I = METAL ROD
 OA0799_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OA0799+WITH SETTING: INFORMATION.
 OA0799_SP_SET: SHALLOW-SET METAL ROD
 OA0799_STAMPING: A 758 1988
 OA0799_MARK LOGO: NGS   
 OA0799_PROJECTION: FLUSH
 OA0799_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OA0799_ROD/PIPE-DEPTH: 1.9  meters
 OA0799
 OA0799  HISTORY     - Date     Condition        Report By
 OA0799  HISTORY     - 1988     MONUMENTED       NGS
 OA0799
 OA0799                          STATION DESCRIPTION
 OA0799
 OA0799'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 OA0799'5.2 KM (3.25 MI) SOUTH FROM PORT ORFORD.
 OA0799'5.2 KM (3.25 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF
 OA0799'HARBOR DRIVE IN PORT ORFORD, 52.1 M (170.9 FT) EAST OF THE CENTERLINE
 OA0799'OF THE HIGHWAY, AND 3.0 M (9.8 FT) NORTH OF THE CENTER OF A DIRT ROAD
 OA0799'LEADING EAST. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 OA0799'LOGO CAP.
 OA0799'THE MARK IS 0.2 METERS  W FROM  A WITNESS POST
 OA0799'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0874 ***********************************************************************
 OA0874  DESIGNATION -  A 759
 OA0874  PID         -  OA0874
 OA0874  STATE/COUNTY-  OR/CURRY
 OA0874  USGS QUAD   -  BROOKINGS (1986)
 OA0874
 OA0874                         *CURRENT SURVEY CONTROL
 OA0874  ___________________________________________________________________
 OA0874* NAD 83(1986)-  42 03 18.     (N)    124 16 16.     (W)     SCALED    
 OA0874* NAVD 88     -        29.354  (meters)      96.31   (feet)  ADJUSTED  
 OA0874  ___________________________________________________________________
 OA0874  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 OA0874  DYNAMIC HT  -          29.345 (meters)      96.28  (feet)  COMP
 OA0874  MODELED GRAV-     980,314.8   (mgal)                       NAVD 88
 OA0874
 OA0874  VERT ORDER  -  FIRST     CLASS II
 OA0874
 OA0874.The horizontal coordinates were scaled from a topographic map and have
 OA0874.an estimated accuracy of +/- 6 seconds.
 OA0874
 OA0874.The orthometric height was determined by differential leveling
 OA0874.and adjusted in June 1991.
 OA0874
 OA0874.The geoid height was determined by GEOID03.
 OA0874
 OA0874.The dynamic height is computed by dividing the NAVD 88
 OA0874.geopotential number by the normal gravity value computed on the
 OA0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0874.degrees latitude (g = 980.6199 gals.).
 OA0874
 OA0874.The modeled gravity was interpolated from observed gravity values.
 OA0874
 OA0874;                    North         East    Units  Estimated Accuracy
 OA0874;SPC OR S     -    50,170.    1,187,910.      MT  (+/- 180 meters Scaled)
 OA0874
 OA0874                          SUPERSEDED SURVEY CONTROL
 OA0874
 OA0874.No superseded survey control is available for this station.
 OA0874
 OA0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCM948566(NAD 83)
 OA0874_MARKER: DB = BENCH MARK DISK
 OA0874_SETTING: 66 = SET IN ROCK OUTCROP
 OA0874_SP_SET: BEDROCK
 OA0874_STAMPING: A 759 1988
 OA0874_MARK LOGO: NGS   
 OA0874_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OA0874+STABILITY: POSITION/ELEVATION WELL
 OA0874
 OA0874  HISTORY     - Date     Condition        Report By
 OA0874  HISTORY     - 1988     MONUMENTED       NGS
 OA0874  HISTORY     - 19981112 MARK NOT FOUND   USPSQD
 OA0874
 OA0874                          STATION DESCRIPTION
 OA0874
 OA0874'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 OA0874'1.1 KM (0.70 MI) SOUTH FROM BROOKINGS.
 OA0874'1.1 KM (0.70 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE
 OA0874'IN BROOKINGS, IN AN AREA OF OUTCROPPING BEDROCK AT THE NORTHWEST END
 OA0874'OF A HIGHWAY BRIDGE SPANNING THE CHETCO RIVER, 9.9 M (32.5 FT) NORTH
 OA0874'OF THE CENTERLINE OF THE HIGHWAY, 6.8 M (22.3 FT) NORTHEAST OF A
 OA0874'PLAQUE (B. A. DOT MARTIN), AND 2.2 M (7.2 FT) NORTH OF THE BRIDGE
 OA0874'GUARDRAIL.
 OA0874'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
 OA0874
 OA0874                          STATION RECOVERY (1998)
 OA0874
 OA0874'RECOVERY NOTE BY US POWER SQUADRON 1998
 OA0874'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0941 ***********************************************************************
 NZ0941  DESIGNATION -  A 760
 NZ0941  PID         -  NZ0941
 NZ0941  STATE/COUNTY-  OR/JACKSON
 NZ0941  USGS QUAD   -  SAMS VALLEY (1983)
 NZ0941
 NZ0941                         *CURRENT SURVEY CONTROL
 NZ0941  ___________________________________________________________________
 NZ0941* NAD 83(1986)-  42 25 40.     (N)    122 58 36.     (W)     SCALED    
 NZ0941* NAVD 88     -       356.327  (meters)    1169.05   (feet)  ADJUSTED  
 NZ0941  ___________________________________________________________________
 NZ0941  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 NZ0941  DYNAMIC HT  -         356.196 (meters)    1168.62  (feet)  COMP
 NZ0941  MODELED GRAV-     980,244.9   (mgal)                       NAVD 88
 NZ0941
 NZ0941  VERT ORDER  -  FIRST     CLASS II
 NZ0941
 NZ0941.The horizontal coordinates were scaled from a topographic map and have
 NZ0941.an estimated accuracy of +/- 6 seconds.
 NZ0941
 NZ0941.The orthometric height was determined by differential leveling
 NZ0941.and adjusted in June 1991.
 NZ0941
 NZ0941.The geoid height was determined by GEOID03.
 NZ0941
 NZ0941.The dynamic height is computed by dividing the NAVD 88
 NZ0941.geopotential number by the normal gravity value computed on the
 NZ0941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0941.degrees latitude (g = 980.6199 gals.).
 NZ0941
 NZ0941.The modeled gravity was interpolated from observed gravity values.
 NZ0941
 NZ0941;                    North         East    Units  Estimated Accuracy
 NZ0941;SPC OR S     -    87,560.    1,296,220.      MT  (+/- 180 meters Scaled)
 NZ0941
 NZ0941                          SUPERSEDED SURVEY CONTROL
 NZ0941
 NZ0941.No superseded survey control is available for this station.
 NZ0941
 NZ0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM019972(NAD 83)
 NZ0941_MARKER: I = METAL ROD
 NZ0941_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NZ0941_SP_SET: STAINLESS STEEL ROD
 NZ0941_STAMPING: A 760 1988
 NZ0941_MARK LOGO: NGS   
 NZ0941_PROJECTION: FLUSH
 NZ0941_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NZ0941_ROD/PIPE-DEPTH: 3.7  meters
 NZ0941
 NZ0941  HISTORY     - Date     Condition        Report By
 NZ0941  HISTORY     - 1988     MONUMENTED       NGS
 NZ0941
 NZ0941                          STATION DESCRIPTION
 NZ0941
 NZ0941'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 NZ0941'7.8 KM (4.85 MI) EAST FROM CENTRAL POINT.
 NZ0941'7.8 KM (4.85 MI) NORTHWESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD
 NZ0941'FROM THE JUNCTION OF PINE STREET IN CENTRAL POINT, 1.3 KM (0.80 MI)
 NZ0941'NORTHWEST OF THE INTERSECTION OF STATE HIGHWAY 99, 1.1 KM (0.70 MI)
 NZ0941'SOUTHEAST OF THE GOLD RAY DAM, 147.3 M (483.3 FT) NORTHWEST OF SIGNAL
 NZ0941'NUMBER 4505, 25.3 M (83.0 FT) NORTHEAST OF THE CENTER OF A PAVED ROAD
 NZ0941'LEADING NORTHWEST TO GOLD RAY DAM, 9.7 M (31.8 FT) SOUTHWEST OF THE
 NZ0941'NEAR RAIL, AND 0.5 M (1.6 FT) SOUTHEAST OF A UTILITY POLE WITH A GUY
 NZ0941'CABLE. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NZ0941'THE MARK IS 0.35 METERS  NW FROM  A WITNESS POST
 NZ0941'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1508 ***********************************************************************
 QD1508  DESIGNATION -  A 760 X
 QD1508  PID         -  QD1508
 QD1508  STATE/COUNTY-  OR/WHEELER
 QD1508  USGS QUAD   -  MITCHELL (1992)
 QD1508
 QD1508                         *CURRENT SURVEY CONTROL
 QD1508  ___________________________________________________________________
 QD1508* NAD 83(1986)-  44 36 05.     (N)    120 13 54.     (W)     SCALED    
 QD1508* NAVD 88     -       734.078  (meters)    2408.39   (feet)  ADJUSTED  
 QD1508  ___________________________________________________________________
 QD1508  GEOID HEIGHT-         -19.98  (meters)                     GEOID03
 QD1508  DYNAMIC HT  -         733.867 (meters)    2407.70  (feet)  COMP
 QD1508  MODELED GRAV-     980,307.3   (mgal)                       NAVD 88
 QD1508
 QD1508  VERT ORDER  -  FIRST     CLASS II
 QD1508
 QD1508.The horizontal coordinates were scaled from a topographic map and have
 QD1508.an estimated accuracy of +/- 6 seconds.
 QD1508
 QD1508.The orthometric height was determined by differential leveling
 QD1508.and adjusted in June 1991.
 QD1508
 QD1508.The geoid height was determined by GEOID03.
 QD1508
 QD1508.The dynamic height is computed by dividing the NAVD 88
 QD1508.geopotential number by the normal gravity value computed on the
 QD1508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1508.degrees latitude (g = 980.6199 gals.).
 QD1508
 QD1508.The modeled gravity was interpolated from observed gravity values.
 QD1508
 QD1508;                    North         East    Units  Estimated Accuracy
 QD1508;SPC OR N     -   103,900.    2,521,300.      MT  (+/- 180 meters Scaled)
 QD1508
 QD1508                          SUPERSEDED SURVEY CONTROL
 QD1508
 QD1508.No superseded survey control is available for this station.
 QD1508
 QD1508_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGQ196424(NAD 83)
 QD1508_MARKER: DV = VERTICAL CONTROL DISK
 QD1508_SETTING: 66 = SET IN ROCK OUTCROP
 QD1508_SP_SET: IN A DRILL HOLE IN BEDROCK
 QD1508_STAMPING: A 760 X 1988
 QD1508_MARK LOGO: NGS   
 QD1508_MAGNETIC: N = NO MAGNETIC MATERIAL
 QD1508_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QD1508+STABILITY: POSITION/ELEVATION WELL
 QD1508_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QD1508+SATELLITE: SATELLITE OBSERVATIONS - 1988
 QD1508
 QD1508  HISTORY     - Date     Condition        Report By
 QD1508  HISTORY     - 1988     MONUMENTED       NGS
 QD1508
 QD1508                          STATION DESCRIPTION
 QD1508
 QD1508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 QD1508'7.0 KM (4.35 MI) WESTERLY ALONG U.S. HIGHWAY 26 FROM THE JUNCTION OF
 QD1508'STATE HIGHWAY 207 IN MITCHELL, IN AN EXPOSED AREA OF BEDROCK IN A
 QD1508'HIGHWAY CUT, 113.7 M (373.0 FT) WEST OF THE WEST END OF A BRIDGE
 QD1508'SPANNING BRIDGE CREEK, 67.7 M (222.1 FT) EAST OF THE CENTER OF A
 QD1508'SHALED ROAD, 6.6 M (21.7 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 QD1508'0.3 M (1.0 FT) NORTH OF A WITNESS POST, AND 0.5 M (1.6 FT) ABOVE THE
 QD1508'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0370 ***********************************************************************
 OA0370  DESIGNATION -  A 78
 OA0370  PID         -  OA0370
 OA0370  STATE/COUNTY-  OR/LANE
 OA0370  USGS QUAD   -  FLORENCE (1984)
 OA0370
 OA0370                         *CURRENT SURVEY CONTROL
 OA0370  ___________________________________________________________________
 OA0370* NAD 83(1986)-  43 53 51.     (N)    124 06 57.     (W)     SCALED    
 OA0370* NAVD 88     -        14.467  (meters)      47.46   (feet)  ADJUSTED  
 OA0370  ___________________________________________________________________
 OA0370  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 OA0370  DYNAMIC HT  -          14.466 (meters)      47.46  (feet)  COMP
 OA0370  MODELED GRAV-     980,524.1   (mgal)                       NAVD 88
 OA0370
 OA0370  VERT ORDER  -  FIRST     CLASS II
 OA0370
 OA0370.The horizontal coordinates were scaled from a topographic map and have
 OA0370.an estimated accuracy of +/- 6 seconds.
 OA0370
 OA0370.The orthometric height was determined by differential leveling
 OA0370.and adjusted in June 1991.
 OA0370
 OA0370.The geoid height was determined by GEOID03.
 OA0370
 OA0370.The dynamic height is computed by dividing the NAVD 88
 OA0370.geopotential number by the normal gravity value computed on the
 OA0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0370.degrees latitude (g = 980.6199 gals.).
 OA0370
 OA0370.The modeled gravity was interpolated from observed gravity values.
 OA0370
 OA0370;                    North         East    Units  Estimated Accuracy
 OA0370;SPC OR S     -   254,090.    1,209,590.      MT  (+/- 180 meters Scaled)
 OA0370
 OA0370                          SUPERSEDED SURVEY CONTROL
 OA0370
 OA0370  NGVD 29 (??/??/92)   13.412  (m)           44.00   (f) ADJ UNCH    1 2
 OA0370
 OA0370.Superseded values are not recommended for survey control.
 OA0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0370.See file dsdata.txt to determine how the superseded data were derived.
 OA0370
 OA0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP103610(NAD 83)
 OA0370_MARKER: DB = BENCH MARK DISK
 OA0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA0370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OA0370_STAMPING: A 78 1933
 OA0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0370+STABILITY: SURFACE MOTION
 OA0370
 OA0370  HISTORY     - Date     Condition        Report By
 OA0370  HISTORY     - 1933     MONUMENTED       CGS
 OA0370  HISTORY     - 1955     MARK NOT FOUND   NGS
 OA0370  HISTORY     - 1979     POOR             LOCENG
 OA0370  HISTORY     - 20021125 MARK NOT FOUND   USPSQD
 OA0370
 OA0370                          STATION DESCRIPTION
 OA0370
 OA0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OA0370'4.4 MI S FROM GLENADA.
 OA0370'42 FEET EAST OF CENTER LINE OF OREGON COAST HIGHWAY, AT NORTH EDGE OF
 OA0370'CLEARING.  200 FEET SOUTH OF SILTOCOOS LAKE.
 OA0370
 OA0370                          STATION RECOVERY (1955)
 OA0370
 OA0370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 OA0370'MARK NOT FOUND.
 OA0370
 OA0370                          STATION RECOVERY (1979)
 OA0370
 OA0370'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 OA0370'MONUMENT LOCATED EAST RIGHT OF WAY U.S. HIGHWAY 101, APPROXIMATELY 42
 OA0370'FEET EAST CENTERLINE. DESCRIPTION NOT CORRECT. MONUMENT LOCATED SOUTH
 OA0370'OF WOAHINK, NOT SILTCOOS.
 OA0370
 OA0370                          STATION RECOVERY (2002)
 OA0370
 OA0370'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 OA0370'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0975 ***********************************************************************
 NZ0975  DESIGNATION -  A 783
 NZ0975  PID         -  NZ0975
 NZ0975  STATE/COUNTY-  OR/JACKSON
 NZ0975  USGS QUAD   -  ASHLAND (1996)
 NZ0975
 NZ0975                         *CURRENT SURVEY CONTROL
 NZ0975  ___________________________________________________________________
 NZ0975* NAD 83(1986)-  42 08 00.     (N)    122 38 04.     (W)     SCALED    
 NZ0975* NAVD 88     -       796.396  (meters)    2612.84   (feet)  ADJUSTED  
 NZ0975  ___________________________________________________________________
 NZ0975  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 NZ0975  DYNAMIC HT  -         795.978 (meters)    2611.47  (feet)  COMP
 NZ0975  MODELED GRAV-     980,071.2   (mgal)                       NAVD 88
 NZ0975
 NZ0975  VERT ORDER  -  FIRST     CLASS II
 NZ0975
 NZ0975.The horizontal coordinates were scaled from a topographic map and have
 NZ0975.an estimated accuracy of +/- 6 seconds.
 NZ0975
 NZ0975.The orthometric height was determined by differential leveling
 NZ0975.and adjusted in June 1991.
 NZ0975
 NZ0975.The geoid height was determined by GEOID03.
 NZ0975
 NZ0975.The dynamic height is computed by dividing the NAVD 88
 NZ0975.geopotential number by the normal gravity value computed on the
 NZ0975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0975.degrees latitude (g = 980.6199 gals.).
 NZ0975
 NZ0975.The modeled gravity was interpolated from observed gravity values.
 NZ0975
 NZ0975;                    North         East    Units  Estimated Accuracy
 NZ0975;SPC OR S     -    54,090.    1,323,540.      MT  (+/- 180 meters Scaled)
 NZ0975
 NZ0975                          SUPERSEDED SURVEY CONTROL
 NZ0975
 NZ0975.No superseded survey control is available for this station.
 NZ0975
 NZ0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM302646(NAD 83)
 NZ0975_MARKER: DB = BENCH MARK DISK
 NZ0975_SETTING: 66 = SET IN ROCK OUTCROP
 NZ0975_SP_SET: BEDROCK
 NZ0975_STAMPING: A 783 1988
 NZ0975_MARK LOGO: NGS   
 NZ0975_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NZ0975+STABILITY: POSITION/ELEVATION WELL
 NZ0975
 NZ0975  HISTORY     - Date     Condition        Report By
 NZ0975  HISTORY     - 1988     MONUMENTED       NGS
 NZ0975
 NZ0975                          STATION DESCRIPTION
 NZ0975
 NZ0975'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 NZ0975'6.3 KM (3.90 MI) SOUTH FROM ASHLAND.
 NZ0975'6.3 KM (3.90 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 5 FROM ITS
 NZ0975'JUNCTION WITH STATE HIGHWAY 66 IN ASHLAND, IN THE NORTHEAST END OF AN
 NZ0975'EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 65.2 M (213.9 FT) SOUTHEAST
 NZ0975'OF THE CENTER OF A GRAVELED ROAD LEADING SOUTHWEST, 13.9 M (45.6 FT)
 NZ0975'SOUTHWEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY,
 NZ0975'3.8 M (12.5 FT) SOUTHEAST OF THE NORTHWEST EDGE OF THE BEDROCK, AND
 NZ0975'0.5 M (1.6 FT) SOUTHWEST OF THE NORTHEAST END OF THE BEDROCK.
 NZ0975'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 NZ0975'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1000 ***********************************************************************
 NZ1000  DESIGNATION -  A 784
 NZ1000  PID         -  NZ1000
 NZ1000  STATE/COUNTY-  OR/JACKSON
 NZ1000  USGS QUAD   -  PARKER MOUNTAIN (1988)
 NZ1000
 NZ1000                         *CURRENT SURVEY CONTROL
 NZ1000  ___________________________________________________________________
 NZ1000* NAD 83(1986)-  42 07 12.     (N)    122 21 52.     (W)     SCALED    
 NZ1000* NAVD 88     -      1036.415  (meters)    3400.30   (feet)  ADJUSTED  
 NZ1000  ___________________________________________________________________
 NZ1000  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 NZ1000  DYNAMIC HT  -        1035.827 (meters)    3398.38  (feet)  COMP
 NZ1000  MODELED GRAV-     980,020.2   (mgal)                       NAVD 88
 NZ1000
 NZ1000  VERT ORDER  -  FIRST     CLASS II
 NZ1000
 NZ1000.The horizontal coordinates were scaled from a topographic map and have
 NZ1000.an estimated accuracy of +/- 6 seconds.
 NZ1000
 NZ1000.The orthometric height was determined by differential leveling
 NZ1000.and adjusted in June 1991.
 NZ1000
 NZ1000.The geoid height was determined by GEOID03.
 NZ1000
 NZ1000.The dynamic height is computed by dividing the NAVD 88
 NZ1000.geopotential number by the normal gravity value computed on the
 NZ1000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ1000.degrees latitude (g = 980.6199 gals.).
 NZ1000
 NZ1000.The modeled gravity was interpolated from observed gravity values.
 NZ1000
 NZ1000;                    North         East    Units  Estimated Accuracy
 NZ1000;SPC OR S     -    52,080.    1,345,820.      MT  (+/- 180 meters Scaled)
 NZ1000
 NZ1000                          SUPERSEDED SURVEY CONTROL
 NZ1000
 NZ1000.No superseded survey control is available for this station.
 NZ1000
 NZ1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM525632(NAD 83)
 NZ1000_MARKER: DV = VERTICAL CONTROL DISK
 NZ1000_SETTING: 66 = SET IN ROCK OUTCROP
 NZ1000_SP_SET: IN A DRILL HOLE IN BEDROCK
 NZ1000_STAMPING: A 784 1988
 NZ1000_MARK LOGO: NGS   
 NZ1000_MAGNETIC: N = NO MAGNETIC MATERIAL
 NZ1000_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NZ1000+STABILITY: POSITION/ELEVATION WELL
 NZ1000_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NZ1000+SATELLITE: SATELLITE OBSERVATIONS - 1988
 NZ1000
 NZ1000  HISTORY     - Date     Condition        Report By
 NZ1000  HISTORY     - 1988     MONUMENTED       NGS
 NZ1000
 NZ1000                          STATION DESCRIPTION
 NZ1000
 NZ1000'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 NZ1000'3.4 KM (2.10 MI) EASTERLY ALONG STATE HIGHWAY 66 FROM THE SCHOOL HOUSE
 NZ1000'IN LINCOLN, SET VERTICALLY IN THE NORTHWEST FACE OF THE NORTHEASTERN
 NZ1000'1/3 OF AN EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 0.2 KM (0.10 MI)
 NZ1000'NORTHEAST OF A HIGHWAY BRIDGE SPANNING JENNY CREEK, 20.0 M (65.6 FT)
 NZ1000'SOUTHWEST OF THE NORTHEAST END OF THE EXPOSED BEDROCK, 15.4 M
 NZ1000'(50.5 FT) EAST OF THE NORTHEAST END OF A GUARDRAIL, 8.7 M (28.5 FT)
 NZ1000'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 0.9 M (3.0 FT) ABOVE
 NZ1000'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0731 ***********************************************************************
 NY0731  DESIGNATION -  A 785
 NY0731  PID         -  NY0731
 NY0731  STATE/COUNTY-  OR/KLAMATH
 NY0731  USGS QUAD   -  HAMAKER MTN (1986)
 NY0731
 NY0731                         *CURRENT SURVEY CONTROL
 NY0731  ___________________________________________________________________
 NY0731* NAD 83(1986)-  42 06 31.     (N)    121 55 08.     (W)     SCALED    
 NY0731* NAVD 88     -      1248.291  (meters)    4095.43   (feet)  ADJUSTED  
 NY0731  ___________________________________________________________________
 NY0731  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 NY0731  DYNAMIC HT  -        1247.530 (meters)    4092.94  (feet)  COMP
 NY0731  MODELED GRAV-     979,969.4   (mgal)                       NAVD 88
 NY0731
 NY0731  VERT ORDER  -  FIRST     CLASS II
 NY0731
 NY0731.The horizontal coordinates were scaled from a topographic map and have
 NY0731.an estimated accuracy of +/- 6 seconds.
 NY0731
 NY0731.The orthometric height was determined by differential leveling
 NY0731.and adjusted in June 1991.
 NY0731
 NY0731.The geoid height was determined by GEOID03.
 NY0731
 NY0731.The dynamic height is computed by dividing the NAVD 88
 NY0731.geopotential number by the normal gravity value computed on the
 NY0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0731.degrees latitude (g = 980.6199 gals.).
 NY0731
 NY0731.The modeled gravity was interpolated from observed gravity values.
 NY0731
 NY0731;                    North         East    Units  Estimated Accuracy
 NY0731;SPC OR S     -    50,090.    1,382,640.      MT  (+/- 180 meters Scaled)
 NY0731
 NY0731                          SUPERSEDED SURVEY CONTROL
 NY0731
 NY0731.No superseded survey control is available for this station.
 NY0731
 NY0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM893624(NAD 83)
 NY0731_MARKER: I = METAL ROD
 NY0731_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NY0731_SP_SET: STAINLESS STEEL ROD
 NY0731_STAMPING: A 785 1988
 NY0731_MARK LOGO: NGS   
 NY0731_PROJECTION: FLUSH
 NY0731_MAGNETIC: I = MARKER IS A STEEL ROD
 NY0731_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NY0731+STABILITY: POSITION/ELEVATION WELL
 NY0731_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NY0731+SATELLITE: SATELLITE OBSERVATIONS - 1988
 NY0731_ROD/PIPE-DEPTH: 4.3  meters
 NY0731
 NY0731  HISTORY     - Date     Condition        Report By
 NY0731  HISTORY     - 1988     MONUMENTED       NGS
 NY0731
 NY0731                          STATION DESCRIPTION
 NY0731
 NY0731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 NY0731'2.4 KM (1.50 MI) SOUTHEASTERLY ALONG WORDEN ROAD FROM THE POST OFFICE
 NY0731'IN KENO, 9.4 M (30.8 FT) SOUTHWEST OF THE CENTERLINE OF THE ROAD, 6.5
 NY0731'M (21.3 FT) SOUTHEAST OF THE CENTER OF A DRIVEWAY, 3.8 M (12.5 FT)
 NY0731'SOUTHEAST OF A FENCE CORNER, 0.3 M (1.0 FT) NORTHEAST OF A WITNESS
 NY0731'POST AND FENCE, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD.
 NY0731'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1489 ***********************************************************************
 QD1489  DESIGNATION -  A 787
 QD1489  PID         -  QD1489
 QD1489  STATE/COUNTY-  OR/WHEELER
 QD1489  USGS QUAD   -  OCHOCO BUTTE (1992)
 QD1489
 QD1489                         *CURRENT SURVEY CONTROL
 QD1489  ___________________________________________________________________
 QD1489* NAD 83(1986)-  44 29 13.     (N)    120 19 52.     (W)     SCALED    
 QD1489* NAVD 88     -      1425.656  (meters)    4677.34   (feet)  ADJUSTED  
 QD1489  ___________________________________________________________________
 QD1489  GEOID HEIGHT-         -19.45  (meters)                     GEOID03
 QD1489  DYNAMIC HT  -        1425.086 (meters)    4675.47  (feet)  COMP
 QD1489  MODELED GRAV-     980,167.2   (mgal)                       NAVD 88
 QD1489
 QD1489  VERT ORDER  -  FIRST     CLASS II
 QD1489
 QD1489.The horizontal coordinates were scaled from a topographic map and have
 QD1489.an estimated accuracy of +/- 6 seconds.
 QD1489
 QD1489.The orthometric height was determined by differential leveling
 QD1489.and adjusted in June 1991.
 QD1489
 QD1489.The geoid height was determined by GEOID03.
 QD1489
 QD1489.The dynamic height is computed by dividing the NAVD 88
 QD1489.geopotential number by the normal gravity value computed on the
 QD1489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1489.degrees latitude (g = 980.6199 gals.).
 QD1489
 QD1489.The modeled gravity was interpolated from observed gravity values.
 QD1489
 QD1489;                    North         East    Units  Estimated Accuracy
 QD1489;SPC OR N     -    91,170.    2,513,430.      MT  (+/- 180 meters Scaled)
 QD1489
 QD1489                          SUPERSEDED SURVEY CONTROL
 QD1489
 QD1489.No superseded survey control is available for this station.
 QD1489
 QD1489_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGQ122294(NAD 83)
 QD1489_MARKER: I = METAL ROD
 QD1489_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QD1489_SP_SET: STAINLESS STEEL ROD
 QD1489_STAMPING: A 787 1988
 QD1489_MARK LOGO: NGS   
 QD1489_PROJECTION: FLUSH
 QD1489_MAGNETIC: I = MARKER IS A STEEL ROD
 QD1489_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QD1489+STABILITY: POSITION/ELEVATION WELL
 QD1489_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QD1489+SATELLITE: SATELLITE OBSERVATIONS - 1988
 QD1489_ROD/PIPE-DEPTH: 4.7  meters
 QD1489
 QD1489  HISTORY     - Date     Condition        Report By
 QD1489  HISTORY     - 1988     MONUMENTED       NGS
 QD1489
 QD1489                          STATION DESCRIPTION
 QD1489
 QD1489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 QD1489'14.7 KM (9.15 MI) WESTERLY ALONG U.S. HIGHWAY 26 FROM THE JUNCTION OF
 QD1489'STATE HIGHWAY 207 IN MITCHELL, THENCE 13.4 KM (8.35 MI) SOUTHWESTERLY
 QD1489'ALONG A GRAVELED ROAD, 11.0 M (36.1 FT) EAST OF THE CENTER OF THE
 QD1489'ROAD, 8.5 M (27.9 FT) NORTH-NORTHEAST OF THE EAST END OF A PIPE
 QD1489'CULVERT, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD, AND 0.3 M
 QD1489'(1.0 FT) WEST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS
 QD1489'THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0693 ***********************************************************************
 NY0693  DESIGNATION -  A 789
 NY0693  PID         -  NY0693
 NY0693  STATE/COUNTY-  OR/KLAMATH
 NY0693  USGS QUAD   -  SOLOMON BUTTE (1988)
 NY0693
 NY0693                         *CURRENT SURVEY CONTROL
 NY0693  ___________________________________________________________________
 NY0693* NAD 83(1986)-  42 40 53.     (N)    121 49 07.     (W)     SCALED    
 NY0693* NAVD 88     -      1375.932  (meters)    4514.20   (feet)  ADJUSTED  
 NY0693  ___________________________________________________________________
 NY0693  GEOID HEIGHT-         -22.12  (meters)                     GEOID03
 NY0693  DYNAMIC HT  -        1375.127 (meters)    4511.56  (feet)  COMP
 NY0693  MODELED GRAV-     979,988.1   (mgal)                       NAVD 88
 NY0693
 NY0693  VERT ORDER  -  FIRST     CLASS II
 NY0693
 NY0693.The horizontal coordinates were scaled from a topographic map and have
 NY0693.an estimated accuracy of +/- 6 seconds.
 NY0693
 NY0693.The orthometric height was determined by differential leveling
 NY0693.and adjusted in June 1991.
 NY0693
 NY0693.The geoid height was determined by GEOID03.
 NY0693
 NY0693.The dynamic height is computed by dividing the NAVD 88
 NY0693.geopotential number by the normal gravity value computed on the
 NY0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0693.degrees latitude (g = 980.6199 gals.).
 NY0693
 NY0693.The modeled gravity was interpolated from observed gravity values.
 NY0693
 NY0693;                    North         East    Units  Estimated Accuracy
 NY0693;SPC OR S     -   113,570.    1,391,940.      MT  (+/- 180 meters Scaled)
 NY0693
 NY0693                          SUPERSEDED SURVEY CONTROL
 NY0693
 NY0693.No superseded survey control is available for this station.
 NY0693
 NY0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN967261(NAD 83)
 NY0693_MARKER: I = METAL ROD
 NY0693_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NY0693+WITH SETTING: INFORMATION.
 NY0693_SP_SET: METAL ROD DRIVEN INTO GROUND
 NY0693_STAMPING: A 789 1988
 NY0693_MARK LOGO: NGS   
 NY0693_MAGNETIC: I = MARKER IS A STEEL ROD
 NY0693_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NY0693_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NY0693+SATELLITE: SATELLITE OBSERVATIONS - 1988
 NY0693
 NY0693  HISTORY     - Date     Condition        Report By
 NY0693  HISTORY     - 1988     MONUMENTED       NGS
 NY0693
 NY0693                          STATION DESCRIPTION
 NY0693
 NY0693'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 NY0693'13.3 KM (8.25 MI) NORTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 NY0693'THE JUNCTION OF STATE HIGHWAY 422 IN CHILOQUIN, A METAL ROD DRIVEN
 NY0693'2.4 METERS AND FLUSH WITH GROUND, 11.1 M (36.4 FT) WEST
 NY0693'OF THE NEAR RAIL, 9.7 M (31.8 FT) NORTH OF THE CENTER OF A DIRT ROAD
 NY0693'LEADING WEST, 5.5 M (18.0 FT) NORTH OF A UTILITY POLE WITH 1 GUY
 NY0693'WIRE, 0.3 M (1.0 FT) EAST OF A WITNESS POST, AND LEVEL WITH THE
 NY0693'TRACKS.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 NY0693'CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1239 ***********************************************************************
 QE1239  DESIGNATION -  A 79
 QE1239  PID         -  QE1239
 QE1239  STATE/COUNTY-  OR/LANE
 QE1239  USGS QUAD   -  HECETA HEAD (1984)
 QE1239
 QE1239                         *CURRENT SURVEY CONTROL
 QE1239  ___________________________________________________________________
 QE1239* NAD 83(1986)-  44 09 45.     (N)    124 06 52.     (W)     SCALED    
 QE1239* NAVD 88     -        15.913  (meters)      52.21   (feet)  ADJUSTED  
 QE1239  ___________________________________________________________________
 QE1239  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 QE1239  DYNAMIC HT  -          15.912 (meters)      52.20  (feet)  COMP
 QE1239  MODELED GRAV-     980,570.7   (mgal)                       NAVD 88
 QE1239
 QE1239  VERT ORDER  -  FIRST     CLASS II
 QE1239
 QE1239.The horizontal coordinates were scaled from a topographic map and have
 QE1239.an estimated accuracy of +/- 6 seconds.
 QE1239
 QE1239.The orthometric height was determined by differential leveling
 QE1239.and adjusted in June 1991.
 QE1239
 QE1239.The geoid height was determined by GEOID03.
 QE1239
 QE1239.The dynamic height is computed by dividing the NAVD 88
 QE1239.geopotential number by the normal gravity value computed on the
 QE1239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1239.degrees latitude (g = 980.6199 gals.).
 QE1239
 QE1239.The modeled gravity was interpolated from observed gravity values.
 QE1239
 QE1239;                    North         East    Units  Estimated Accuracy
 QE1239;SPC OR S     -   283,500.    1,210,970.      MT  (+/- 180 meters Scaled)
 QE1239
 QE1239                          SUPERSEDED SURVEY CONTROL
 QE1239
 QE1239  NGVD 29 (??/??/92)   14.869  (m)           48.78   (f) ADJ UNCH    1 2
 QE1239
 QE1239.Superseded values are not recommended for survey control.
 QE1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1239.See file dsdata.txt to determine how the superseded data were derived.
 QE1239
 QE1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP108905(NAD 83)
 QE1239_MARKER: DD = SURVEY DISK
 QE1239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE1239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE1239_STAMPING: A 79 1933
 QE1239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE1239+STABILITY: SURFACE MOTION
 QE1239
 QE1239  HISTORY     - Date     Condition        Report By
 QE1239  HISTORY     - 1933     MONUMENTED       CGS
 QE1239  HISTORY     - 1988     MARK NOT FOUND   NGS
 QE1239
 QE1239                          STATION DESCRIPTION
 QE1239
 QE1239'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 QE1239'11.1 MI S FROM YACHATS.
 QE1239'40 FEET EAST OF HWY. STA. 807+00.  4 FEET LOWER THAN ROAD LEVEL.
 QE1239
 QE1239                          STATION RECOVERY (1988)
 QE1239
 QE1239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QE1239'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0638 ***********************************************************************
 PB0638  DESIGNATION -  A 790
 PB0638  PID         -  PB0638
 PB0638  STATE/COUNTY-  OR/KLAMATH
 PB0638  USGS QUAD   -  CHEMULT (1967)
 PB0638
 PB0638                         *CURRENT SURVEY CONTROL
 PB0638  ___________________________________________________________________
 PB0638* NAD 83(1986)-  43 14 13.     (N)    121 47 19.     (W)     SCALED    
 PB0638* NAVD 88     -      1452.862  (meters)    4766.60   (feet)  ADJUSTED  
 PB0638  ___________________________________________________________________
 PB0638  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 PB0638  DYNAMIC HT  -        1452.051 (meters)    4763.94  (feet)  COMP
 PB0638  MODELED GRAV-     980,010.8   (mgal)                       NAVD 88
 PB0638
 PB0638  VERT ORDER  -  FIRST     CLASS II
 PB0638
 PB0638.The horizontal coordinates were scaled from a topographic map and have
 PB0638.an estimated accuracy of +/- 6 seconds.
 PB0638
 PB0638.The orthometric height was determined by differential leveling
 PB0638.and adjusted in June 1991.
 PB0638
 PB0638.The geoid height was determined by GEOID03.
 PB0638
 PB0638.The dynamic height is computed by dividing the NAVD 88
 PB0638.geopotential number by the normal gravity value computed on the
 PB0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0638.degrees latitude (g = 980.6199 gals.).
 PB0638
 PB0638.The modeled gravity was interpolated from observed gravity values.
 PB0638
 PB0638;                    North         East    Units  Estimated Accuracy
 PB0638;SPC OR S     -   175,240.    1,395,350.      MT  (+/- 180 meters Scaled)
 PB0638
 PB0638                          SUPERSEDED SURVEY CONTROL
 PB0638
 PB0638.No superseded survey control is available for this station.
 PB0638
 PB0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN983878(NAD 83)
 PB0638_MARKER: I = METAL ROD
 PB0638_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PB0638_SP_SET: STAINLESS STEEL ROD
 PB0638_STAMPING: A 790 1988
 PB0638_MARK LOGO: NGS   
 PB0638_PROJECTION: FLUSH
 PB0638_MAGNETIC: I = MARKER IS A STEEL ROD
 PB0638_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PB0638+STABILITY: POSITION/ELEVATION WELL
 PB0638_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PB0638+SATELLITE: SATELLITE OBSERVATIONS - 1988
 PB0638_ROD/PIPE-DEPTH: 8.0  meters
 PB0638
 PB0638  HISTORY     - Date     Condition        Report By
 PB0638  HISTORY     - 1988     MONUMENTED       NGS
 PB0638
 PB0638                          STATION DESCRIPTION
 PB0638
 PB0638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 PB0638'2.4 KM (1.50 MI) NORTHERLY ALONG U.S. HIGHWAY 97 FROM THE POST OFFICE
 PB0638'IN CHEMULT, 30.6 M (100.4 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 PB0638'0.3 M (1.0 FT) WEST OF A WITNESS POST, AND LEVEL WITH THE HIGHWAY.
 PB0638'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0668 ***********************************************************************
 PB0668  DESIGNATION -  A 791
 PB0668  PID         -  PB0668
 PB0668  STATE/COUNTY-  OR/DESCHUTES
 PB0668  USGS QUAD   -  FINLEY BUTTE (1981)
 PB0668
 PB0668                         *CURRENT SURVEY CONTROL
 PB0668  ___________________________________________________________________
 PB0668* NAD 83(1986)-  43 41 24.     (N)    121 29 17.     (W)     SCALED    
 PB0668* NAVD 88     -      1288.513  (meters)    4227.40   (feet)  ADJUSTED  
 PB0668  ___________________________________________________________________
 PB0668  GEOID HEIGHT-         -20.93  (meters)                     GEOID03
 PB0668  DYNAMIC HT  -        1287.894 (meters)    4225.37  (feet)  COMP
 PB0668  MODELED GRAV-     980,093.6   (mgal)                       NAVD 88
 PB0668
 PB0668  VERT ORDER  -  FIRST     CLASS II
 PB0668
 PB0668.The horizontal coordinates were scaled from a topographic map and have
 PB0668.an estimated accuracy of +/- 6 seconds.
 PB0668
 PB0668.The orthometric height was determined by differential leveling
 PB0668.and adjusted in June 1991.
 PB0668
 PB0668.The geoid height was determined by GEOID03.
 PB0668
 PB0668.The dynamic height is computed by dividing the NAVD 88
 PB0668.geopotential number by the normal gravity value computed on the
 PB0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0668.degrees latitude (g = 980.6199 gals.).
 PB0668
 PB0668.The modeled gravity was interpolated from observed gravity values.
 PB0668
 PB0668;                    North         East    Units  Estimated Accuracy
 PB0668;SPC OR S     -   225,230.    1,420,350.      MT  (+/- 180 meters Scaled)
 PB0668
 PB0668                          SUPERSEDED SURVEY CONTROL
 PB0668
 PB0668.No superseded survey control is available for this station.
 PB0668
 PB0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP218385(NAD 83)
 PB0668_MARKER: I = METAL ROD
 PB0668_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PB0668_SP_SET: STAINLESS STEEL ROD
 PB0668_STAMPING: A 791 1988
 PB0668_MARK LOGO: NGS   
 PB0668_PROJECTION: FLUSH
 PB0668_MAGNETIC: I = MARKER IS A STEEL ROD
 PB0668_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PB0668+STABILITY: POSITION/ELEVATION WELL
 PB0668_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PB0668+SATELLITE: SATELLITE OBSERVATIONS - 1988
 PB0668_ROD/PIPE-DEPTH: 10.1 meters
 PB0668
 PB0668  HISTORY     - Date     Condition        Report By
 PB0668  HISTORY     - 1988     MONUMENTED       NGS
 PB0668
 PB0668                          STATION DESCRIPTION
 PB0668
 PB0668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 PB0668'2.4 KM (1.50 MI) NORTHERLY ALONG U.S. HIGHWAY 97 FROM THE POST OFFICE
 PB0668'IN LAPINE, 51.5 M (169.0 FT) NORTHWEST OF THE CENTERLINE OF THE
 PB0668'SOUTHBOUND LANES OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTHEAST OF A
 PB0668'WITNESS POST, AND 0.3 BELOW THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS
 PB0668'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AC5400 ***********************************************************************
 AC5400  DESIGNATION -  A 792
 AC5400  PID         -  AC5400
 AC5400  STATE/COUNTY-  OR/CLATSOP
 AC5400  USGS QUAD   -  WARRENTON (1996)
 AC5400
 AC5400                         *CURRENT SURVEY CONTROL
 AC5400  ___________________________________________________________________
 AC5400* NAD 83(1986)-  46 11 20.     (N)    123 55 55.     (W)     SCALED    
 AC5400* NAVD 88     -         2.494  (meters)       8.18   (feet)  ADJUSTED  
 AC5400  ___________________________________________________________________
 AC5400  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 AC5400  DYNAMIC HT  -           2.494 (meters)       8.18  (feet)  COMP
 AC5400  MODELED GRAV-     980,713.0   (mgal)                       NAVD 88
 AC5400
 AC5400  VERT ORDER  -  FIRST     CLASS II
 AC5400
 AC5400.The horizontal coordinates were scaled from a topographic map and have
 AC5400.an estimated accuracy of +/- 6 seconds.
 AC5400
 AC5400.The orthometric height was determined by differential leveling
 AC5400.and adjusted in July 2002.
 AC5400
 AC5400.The geoid height was determined by GEOID03.
 AC5400
 AC5400.The dynamic height is computed by dividing the NAVD 88
 AC5400.geopotential number by the normal gravity value computed on the
 AC5400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5400.degrees latitude (g = 980.6199 gals.).
 AC5400
 AC5400.The modeled gravity was interpolated from observed gravity values.
 AC5400
 AC5400;                    North         East    Units  Estimated Accuracy
 AC5400;SPC OR N     -   285,920.    2,235,120.      MT  (+/- 180 meters Scaled)
 AC5400
 AC5400                          SUPERSEDED SURVEY CONTROL
 AC5400
 AC5400.No superseded survey control is available for this station.
 AC5400
 AC5400_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS280154(NAD 83)
 AC5400_MARKER: I = METAL ROD
 AC5400_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AC5400_STAMPING: A 792 1996
 AC5400_MARK LOGO: NGS   
 AC5400_PROJECTION: FLUSH
 AC5400_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5400_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC5400_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5400+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2004
 AC5400_ROD/PIPE-DEPTH: 20.7 meters
 AC5400
 AC5400  HISTORY     - Date     Condition        Report By
 AC5400  HISTORY     - 1996     MONUMENTED       NGS
 AC5400  HISTORY     - 20040830 GOOD             USPSQD
 AC5400
 AC5400                          STATION DESCRIPTION
 AC5400
 AC5400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (JGF)
 AC5400'TO REACH FROM THE 4 WAY STOP IN WARRENTON GO NORTH ON FORT STEVES ROAD
 AC5400'FOR 2 MILES (3.2 KM) TO A FORK AT A CURVE IN MAIN ROAD AND STATION ON
 AC5400'RIGHT.  IT IS 90 FEET (27.4 M) EAST OF THE JUNCTION OF THE 2 ROADS, 70
 AC5400'FEET (21.3 M) EAST-SOUTHEAST OF A GUY SUPPORT POLE, 43 FEET (13.1 M)
 AC5400'NORTHEAST OF THE CENTERLINE OF THE MAIN ROAD, 8 FEET (2.4 M) NORTHEAST
 AC5400'OF THE CENTER ONE OF THREE CAUTIONARY SIGNS INDICATING CURVE AND 2
 AC5400'FEET (0.6 M) SOUTH OF AN ORANGE WITNESS POST.
 AC5400
 AC5400                          STATION RECOVERY (2004)
 AC5400
 AC5400'RECOVERY NOTE BY US POWER SQUADRON 2004 (SO)
 AC5400'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0108 ***********************************************************************
 PC0108  DESIGNATION -  A 8
 PC0108  PID         -  PC0108
 PC0108  STATE/COUNTY-  OR/DOUGLAS
 PC0108  USGS QUAD   -  HAMAKER BUTTE (1985)
 PC0108
 PC0108                         *CURRENT SURVEY CONTROL
 PC0108  ___________________________________________________________________
 PC0108* NAD 83(1986)-  43 03 04.     (N)    122 20 57.     (W)     SCALED    
 PC0108* NAVD 88     -      1217.459  (meters)    3994.28   (feet)  ADJUSTED  
 PC0108  ___________________________________________________________________
 PC0108  GEOID HEIGHT-         -22.24  (meters)                     GEOID03
 PC0108  DYNAMIC HT  -        1216.842 (meters)    3992.26  (feet)  COMP
 PC0108  MODELED GRAV-     980,071.6   (mgal)                       NAVD 88
 PC0108
 PC0108  VERT ORDER  -  SECOND    CLASS 0
 PC0108
 PC0108.The horizontal coordinates were scaled from a topographic map and have
 PC0108.an estimated accuracy of +/- 6 seconds.
 PC0108
 PC0108.The orthometric height was determined by differential leveling
 PC0108.and adjusted in June 1991.
 PC0108
 PC0108.The geoid height was determined by GEOID03.
 PC0108
 PC0108.The dynamic height is computed by dividing the NAVD 88
 PC0108.geopotential number by the normal gravity value computed on the
 PC0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0108.degrees latitude (g = 980.6199 gals.).
 PC0108
 PC0108.The modeled gravity was interpolated from observed gravity values.
 PC0108
 PC0108;                    North         East    Units  Estimated Accuracy
 PC0108;SPC OR S     -   155,450.    1,349,370.      MT  (+/- 180 meters Scaled)
 PC0108
 PC0108                          SUPERSEDED SURVEY CONTROL
 PC0108
 PC0108  NGVD 29 (??/??/92) 1216.213  (m)         3990.19   (f) ADJ UNCH    2 0
 PC0108
 PC0108.Superseded values are not recommended for survey control.
 PC0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0108.See file dsdata.txt to determine how the superseded data were derived.
 PC0108
 PC0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN530666(NAD 83)
 PC0108_MARKER: DD = SURVEY DISK
 PC0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PC0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0108+STABILITY: SURFACE MOTION
 PC0108
 PC0108  HISTORY     - Date     Condition        Report By
 PC0108  HISTORY     - UNK      MONUMENTED       BPR
 PC0108  HISTORY     - 1969     GOOD             NGS
 PC0108
 PC0108                          STATION DESCRIPTION
 PC0108
 PC0108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 PC0108'11.85 MI NE FROM UNION CREEK.
 PC0108'1.3 MILES NORTHEAST ALONG STATE HIGHWAY 62 FROM THE UNION CREEK RANGER
 PC0108'STATION TO THE JUNCTION WITH STATE HIGHWAY 230, THENCE NORTHEAST ALONG
 PC0108'STATE HIGHWAY 230 FOR 10.55 MILES TO THE BENCH MARK ON THE LEFT, 0.35
 PC0108'MILE NORTH OF THE BRIDGE OVER MUIR CREEK, 0.35 MILE SOUTH OF MILE POST
 PC0108'NO. 11 ON THE OUTSIDE OF A CURVE, 47 FEET WEST OF THE CENTER OF THE
 PC0108'HIGHWAY, 3 FEET SOUTHWEST OF A 4-FOOT FIR TREE WITH THE LETTERS B M
 PC0108'PAINTED ON IT, 1 FOOT NORTH OF A METAL WITNESS POST AND 7 FEET LOWER
 PC0108'THAN THE HIGHWAY.  IT IS SET IN A 12-INCH SQUARE CONCRETE MONUMENT
 PC0108'THAT PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0525 ***********************************************************************
 NZ0525  DESIGNATION -  A 8
 NZ0525  PID         -  NZ0525
 NZ0525  STATE/COUNTY-  OR/JOSEPHINE
 NZ0525  USGS QUAD   -  GRANTS PASS (1996)
 NZ0525
 NZ0525                         *CURRENT SURVEY CONTROL
 NZ0525  ___________________________________________________________________
 NZ0525* NAD 83(1986)-  42 26 20.     (N)    123 19 33.     (W)     SCALED    
 NZ0525* NAVD 88     -       286.708  (meters)     940.64   (feet)  ADJUSTED  
 NZ0525  ___________________________________________________________________
 NZ0525  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 NZ0525  DYNAMIC HT  -         286.607 (meters)     940.31  (feet)  COMP
 NZ0525  MODELED GRAV-     980,263.8   (mgal)                       NAVD 88
 NZ0525
 NZ0525  VERT ORDER  -  FIRST     CLASS II
 NZ0525
 NZ0525.The horizontal coordinates were scaled from a topographic map and have
 NZ0525.an estimated accuracy of +/- 6 seconds.
 NZ0525
 NZ0525.The orthometric height was determined by differential leveling
 NZ0525.and adjusted in June 1991.
 NZ0525
 NZ0525.The geoid height was determined by GEOID03.
 NZ0525
 NZ0525.The dynamic height is computed by dividing the NAVD 88
 NZ0525.geopotential number by the normal gravity value computed on the
 NZ0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0525.degrees latitude (g = 980.6199 gals.).
 NZ0525
 NZ0525.The modeled gravity was interpolated from observed gravity values.
 NZ0525
 NZ0525;                    North         East    Units  Estimated Accuracy
 NZ0525;SPC OR S     -    89,700.    1,267,540.      MT  (+/- 180 meters Scaled)
 NZ0525
 NZ0525                          SUPERSEDED SURVEY CONTROL
 NZ0525
 NZ0525  NGVD 29 (??/??/92)  285.72   (m)          937.4    (f) COMPUTED    1 2
 NZ0525
 NZ0525.Superseded values are not recommended for survey control.
 NZ0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0525.See file dsdata.txt to determine how the superseded data were derived.
 NZ0525
 NZ0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM732985(NAD 83)
 NZ0525_MARKER: DB = BENCH MARK DISK
 NZ0525_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NZ0525_SP_SET: FOUNDATION
 NZ0525_STAMPING: ELEV. 936.671 FT. A 8 1920
 NZ0525_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NZ0525
 NZ0525  HISTORY     - Date     Condition        Report By
 NZ0525  HISTORY     - 1920     MONUMENTED       CGS
 NZ0525  HISTORY     - 1954     GOOD             NGS
 NZ0525  HISTORY     - 1954     POOR             NGS
 NZ0525  HISTORY     - 1979     MARK NOT FOUND   LOCSUR
 NZ0525
 NZ0525                          STATION DESCRIPTION
 NZ0525
 NZ0525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NZ0525'IN GRANTS PASS.
 NZ0525'AT GRANTS PASS, ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD, 144.0
 NZ0525'FEET SOUTHEAST OF THE EAST CORNER OF THE STATION, IN THE TOP OF THE
 NZ0525'CENTER OF THE CONCRETE FOUNDATION AT A 10 1/2- BY 10 1/2-FOOT CONCRETE
 NZ0525'BOX FOUNDATION FOR THE INSIDE LEGS OF THE ELEVATED WATER TANK, 44.2
 NZ0525'FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, AND ABOUT
 NZ0525'LEVEL WITH THE TRACK.
 NZ0525
 NZ0525                          STATION RECOVERY (1954)
 NZ0525
 NZ0525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 NZ0525'MARK RECOVERED IN POOR CONDITION.
 NZ0525
 NZ0525                          STATION RECOVERY (1979)
 NZ0525
 NZ0525'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 NZ0525'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0446 ***********************************************************************
 RB0446  DESIGNATION -  A 81
 RB0446  PID         -  RB0446
 RB0446  STATE/COUNTY-  OR/UMATILLA
 RB0446  USGS QUAD   -  ADAMS (1966)
 RB0446
 RB0446                         *CURRENT SURVEY CONTROL
 RB0446  ___________________________________________________________________
 RB0446* NAD 83(1986)-  45 47 16.     (N)    118 31 58.     (W)     SCALED    
 RB0446* NAVD 88     -       491.197  (meters)    1611.54   (feet)  ADJUSTED  
 RB0446  ___________________________________________________________________
 RB0446  GEOID HEIGHT-         -20.47  (meters)                     GEOID03
 RB0446  DYNAMIC HT  -         491.145 (meters)    1611.36  (feet)  COMP
 RB0446  MODELED GRAV-     980,494.7   (mgal)                       NAVD 88
 RB0446
 RB0446  VERT ORDER  -  FIRST     CLASS II
 RB0446
 RB0446.The horizontal coordinates were scaled from a topographic map and have
 RB0446.an estimated accuracy of +/- 6 seconds.
 RB0446
 RB0446.The orthometric height was determined by differential leveling
 RB0446.and adjusted in June 1991.
 RB0446
 RB0446.The geoid height was determined by GEOID03.
 RB0446
 RB0446.The dynamic height is computed by dividing the NAVD 88
 RB0446.geopotential number by the normal gravity value computed on the
 RB0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0446.degrees latitude (g = 980.6199 gals.).
 RB0446
 RB0446.The modeled gravity was interpolated from observed gravity values.
 RB0446
 RB0446;                    North         East    Units  Estimated Accuracy
 RB0446;SPC OR N     -   237,570.    2,652,950.      MT  (+/- 180 meters Scaled)
 RB0446
 RB0446                          SUPERSEDED SURVEY CONTROL
 RB0446
 RB0446  NGVD 29 (??/??/92)  490.148  (m)         1608.09   (f) ADJ UNCH    1 2
 RB0446
 RB0446.Superseded values are not recommended for survey control.
 RB0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0446.See file dsdata.txt to determine how the superseded data were derived.
 RB0446
 RB0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL808716(NAD 83)
 RB0446_MARKER: DB = BENCH MARK DISK
 RB0446_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RB0446_SP_SET: MONUMENT
 RB0446_STAMPING: A 81 1933
 RB0446_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RB0446_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RB0446+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2008
 RB0446
 RB0446  HISTORY     - Date     Condition        Report By
 RB0446  HISTORY     - 1933     MONUMENTED       CGS
 RB0446  HISTORY     - 1964     GOOD             NGS
 RB0446  HISTORY     - 1981     GOOD             NGS
 RB0446  HISTORY     - 20080715 GOOD             BPA
 RB0446
 RB0446                          STATION DESCRIPTION
 RB0446
 RB0446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 RB0446'2.0 MI NE FROM ADAMS.
 RB0446'2.0 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE GRAIN
 RB0446'ELEVATOR AT ADAMS, 0.05 MILE SOUTHWEST OF HIGHWAY MILE POST 14, 200
 RB0446'FEET SOUTHEAST OF A DWELLING, 48 FEET NORTHWEST OF THE NEAREST RAIL OF
 RB0446'THE RAILROAD, 31 FEET SOUTHEAST OF THE CENTER OF STATE HIGHWAY 11, 8
 RB0446'FEET SOUTH OF A TELEPHONE POLE AND 0.5 FOOT NORTH OF A METAL WITNESS
 RB0446'POST.  THE MONUMENT PROJECTS 3 INCHES.
 RB0446
 RB0446                          STATION RECOVERY (1981)
 RB0446
 RB0446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 RB0446'3.2 KILOMETERS NORTHEAST ALONG HIGHWAY 11 FROM THE GRAN ELEVATOR IN
 RB0446'ADAMS, 61.0 METERS FROM A HOUSE, 9.5 METER SOUTHEAST OF THE CENTER OF
 RB0446'THE ROAD 2.4 METERS SOUTH OF A SAWED OFF TELEPHONE POLE AND .15
 RB0446'METERS NORTH OF A METEAL WITNESS POST.
 RB0446
 RB0446                          STATION RECOVERY (2008)
 RB0446
 RB0446'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 2008 (MSE)
 RB0446'RECOVERED AS DESRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0552 ***********************************************************************
 RA0552  DESIGNATION -  A 82
 RA0552  PID         -  RA0552
 RA0552  STATE/COUNTY-  OR/WALLOWA
 RA0552  USGS QUAD   -  SHAMROCK CREEK (1967)
 RA0552
 RA0552                         *CURRENT SURVEY CONTROL
 RA0552  ___________________________________________________________________
 RA0552* NAD 83(1986)-  45 48 34.     (N)    117 15 39.     (W)     SCALED    
 RA0552* NAVD 88     -      1468.339  (meters)    4817.38   (feet)  POSTED    
 RA0552  ___________________________________________________________________
 RA0552  GEOID HEIGHT-         -16.86  (meters)                     GEOID03
 RA0552  DYNAMIC HT  -        1467.930 (meters)    4816.03  (feet)  COMP
 RA0552  MODELED GRAV-     980,285.0   (mgal)                       NAVD 88
 RA0552
 RA0552  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 RA0552
 RA0552.The horizontal coordinates were scaled from a topographic map and have
 RA0552.an estimated accuracy of +/- 6 seconds.
 RA0552
 RA0552.The orthometric height was determined by differential leveling
 RA0552.and adjusted by the  in 1992.
 RA0552.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 RA0552.rate greater than 8.0 mm/km.
 RA0552
 RA0552.The geoid height was determined by GEOID03.
 RA0552
 RA0552.The dynamic height is computed by dividing the NAVD 88
 RA0552.geopotential number by the normal gravity value computed on the
 RA0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0552.degrees latitude (g = 980.6199 gals.).
 RA0552
 RA0552.The modeled gravity was interpolated from observed gravity values.
 RA0552
 RA0552;                    North         East    Units  Estimated Accuracy
 RA0552;SPC OR N     -   243,160.    2,751,700.      MT  (+/- 180 meters Scaled)
 RA0552
 RA0552                          SUPERSEDED SURVEY CONTROL
 RA0552
 RA0552  NGVD 29 (??/??/92) 1467.149  (m)         4813.47   (f) ADJ UNCH    2 0
 RA0552
 RA0552.Superseded values are not recommended for survey control.
 RA0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0552.See file dsdata.txt to determine how the superseded data were derived.
 RA0552
 RA0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML797729(NAD 83)
 RA0552_MARKER: DD = SURVEY DISK
 RA0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RA0552_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RA0552_STAMPING: A 82 1934
 RA0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0552+STABILITY: SURFACE MOTION
 RA0552
 RA0552  HISTORY     - Date     Condition        Report By
 RA0552  HISTORY     - 1934     MONUMENTED       BPR
 RA0552  HISTORY     - 1934     GOOD             NGS
 RA0552
 RA0552                          STATION DESCRIPTION
 RA0552
 RA0552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RA0552'29.8 MI N FROM ENTERPRISE.
 RA0552'29.8 MILES NORTH ALONG STATE HWY. 3 FROM COURTHOUSE ALONG THE RIGHT OF
 RA0552'WAY OF STATE HWY. 3, 2 FEET WEST OF RANGE POST MARKED T4N R44E S25 AND
 RA0552'S26, 30 FEET EAST OF THE CENTER LINE OF HIGHWAY, 130 FEET EAST OF
 RA0552'BENCH MARK STAMPED Z 81.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0580 ***********************************************************************
 RA0580  DESIGNATION -  A 83
 RA0580  PID         -  RA0580
 RA0580  STATE/COUNTY-  OR/WALLOWA
 RA0580  USGS QUAD   -  HICKS SPRING (1990)
 RA0580
 RA0580                         *CURRENT SURVEY CONTROL
 RA0580  ___________________________________________________________________
 RA0580* NAD 83(1986)-  45 36 18.     (N)    117 15 39.     (W)     SCALED    
 RA0580* NAVD 88     -      1328.126  (meters)    4357.36   (feet)  POSTED    
 RA0580  ___________________________________________________________________
 RA0580  GEOID HEIGHT-         -16.43  (meters)                     GEOID03
 RA0580  DYNAMIC HT  -        1327.740 (meters)    4356.09  (feet)  COMP
 RA0580  MODELED GRAV-     980,282.6   (mgal)                       NAVD 88
 RA0580
 RA0580  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 RA0580
 RA0580.The horizontal coordinates were scaled from a topographic map and have
 RA0580.an estimated accuracy of +/- 6 seconds.
 RA0580
 RA0580.The orthometric height was determined by differential leveling
 RA0580.and adjusted by the  in 1992.
 RA0580.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 RA0580.rate of 2.1 thru 3.0 mm/km.
 RA0580
 RA0580.The geoid height was determined by GEOID03.
 RA0580
 RA0580.The dynamic height is computed by dividing the NAVD 88
 RA0580.geopotential number by the normal gravity value computed on the
 RA0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0580.degrees latitude (g = 980.6199 gals.).
 RA0580
 RA0580.The modeled gravity was interpolated from observed gravity values.
 RA0580
 RA0580;                    North         East    Units  Estimated Accuracy
 RA0580;SPC OR N     -   220,460.    2,752,610.      MT  (+/- 180 meters Scaled)
 RA0580
 RA0580                          SUPERSEDED SURVEY CONTROL
 RA0580
 RA0580  NGVD 29 (??/??/92) 1326.905  (m)         4353.35   (f) ADJ UNCH    2 0
 RA0580
 RA0580.Superseded values are not recommended for survey control.
 RA0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0580.See file dsdata.txt to determine how the superseded data were derived.
 RA0580
 RA0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML796501(NAD 83)
 RA0580_MARKER: DB = BENCH MARK DISK
 RA0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RA0580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RA0580_STAMPING: A 83 1934
 RA0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0580+STABILITY: SURFACE MOTION
 RA0580
 RA0580  HISTORY     - Date     Condition        Report By
 RA0580  HISTORY     - 1934     MONUMENTED       CGS
 RA0580
 RA0580                          STATION DESCRIPTION
 RA0580
 RA0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RA0580'13.7 MI N FROM ENTERPRISE.
 RA0580'13.7 MILES NORTH ALONG STATE HWY 3 FROM COURTHOUSE ALONG THE RIGHT OF
 RA0580'WAY OF STATE HWY. 3, 0.5 MILE S.E. OF THE SOUTH ENTRANCE TO WALLOWA
 RA0580'NATIONAL FOREST, 37 FEET N.E. OF THE CENTERLINE OF HIGHWAY, 9 FEET
 RA0580'S.E. OF TELEPHONE POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0670 ***********************************************************************
 RA0670  DESIGNATION -  A 84
 RA0670  PID         -  RA0670
 RA0670  STATE/COUNTY-  OR/WALLOWA
 RA0670  USGS QUAD   -  LOSTINE (1990)
 RA0670
 RA0670                         *CURRENT SURVEY CONTROL
 RA0670  ___________________________________________________________________
 RA0670* NAD 83(1986)-  45 27 01.     (N)    117 22 59.     (W)     SCALED    
 RA0670* NAVD 88     -      1057.081  (meters)    3468.11   (feet)  ADJUSTED  
 RA0670  ___________________________________________________________________
 RA0670  GEOID HEIGHT-         -16.32  (meters)                     GEOID03
 RA0670  DYNAMIC HT  -        1056.786 (meters)    3467.14  (feet)  COMP
 RA0670  MODELED GRAV-     980,301.5   (mgal)                       NAVD 88
 RA0670
 RA0670  VERT ORDER  -  SECOND    CLASS 0
 RA0670
 RA0670.The horizontal coordinates were scaled from a topographic map and have
 RA0670.an estimated accuracy of +/- 6 seconds.
 RA0670
 RA0670.The orthometric height was determined by differential leveling
 RA0670.and adjusted in June 1991.
 RA0670
 RA0670.The geoid height was determined by GEOID03.
 RA0670
 RA0670.The dynamic height is computed by dividing the NAVD 88
 RA0670.geopotential number by the normal gravity value computed on the
 RA0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0670.degrees latitude (g = 980.6199 gals.).
 RA0670
 RA0670.The modeled gravity was interpolated from observed gravity values.
 RA0670
 RA0670;                    North         East    Units  Estimated Accuracy
 RA0670;SPC OR N     -   202,900.    2,743,750.      MT  (+/- 180 meters Scaled)
 RA0670
 RA0670                          SUPERSEDED SURVEY CONTROL
 RA0670
 RA0670  NGVD 29 (??/??/92) 1055.879  (m)         3464.16   (f) ADJ UNCH    2 0
 RA0670
 RA0670.Superseded values are not recommended for survey control.
 RA0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0670.See file dsdata.txt to determine how the superseded data were derived.
 RA0670
 RA0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML700330(NAD 83)
 RA0670_MARKER: DB = BENCH MARK DISK
 RA0670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RA0670_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RA0670_STAMPING: A 84 1934
 RA0670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0670+STABILITY: SURFACE MOTION
 RA0670
 RA0670  HISTORY     - Date     Condition        Report By
 RA0670  HISTORY     - 1934     MONUMENTED       CGS
 RA0670
 RA0670                          STATION DESCRIPTION
 RA0670
 RA0670'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RA0670'6.0 MI NW FROM ENTERPRISE.
 RA0670'6.0 MILES NORTHWEST ALONG STATE HWY. 82 FROM COURTHOUSE.  ALONG THE
 RA0670'RIGHT OF WAY OF STATE HWY. 82, 0.8 MILE N.W. OF WALLOWA RIVER BRIDGE,
 RA0670'AT CURVE IN HIGHWAY, 38 FEET S.W. OF CENTERLINE OF HIGHWAY, 23 FEET
 RA0670'S.E. OF GATE TO PASTURE, 1 FOOT N.E. OF R.O.W. FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0752 ***********************************************************************
 RA0752  DESIGNATION -  A 85
 RA0752  PID         -  RA0752
 RA0752  STATE/COUNTY-  OR/UNION
 RA0752  USGS QUAD   -  ELGIN (1995)
 RA0752
 RA0752                         *CURRENT SURVEY CONTROL
 RA0752  ___________________________________________________________________
 RA0752* NAD 83(1986)-  45 30 51.     (N)    117 55 43.     (W)     SCALED    
 RA0752* NAVD 88     -       827.504  (meters)    2714.90   (feet)  ADJUSTED  
 RA0752  ___________________________________________________________________
 RA0752  GEOID HEIGHT-         -17.98  (meters)                     GEOID03
 RA0752  DYNAMIC HT  -         827.326 (meters)    2714.32  (feet)  COMP
 RA0752  MODELED GRAV-     980,373.7   (mgal)                       NAVD 88
 RA0752
 RA0752  VERT ORDER  -  SECOND    CLASS 0
 RA0752
 RA0752.The horizontal coordinates were scaled from a topographic map and have
 RA0752.an estimated accuracy of +/- 6 seconds.
 RA0752
 RA0752.The orthometric height was determined by differential leveling
 RA0752.and adjusted in June 1991.
 RA0752.WARNING-Repeat measurements at this control monument indicate possible
 RA0752.vertical movement.
 RA0752
 RA0752.The geoid height was determined by GEOID03.
 RA0752
 RA0752.The dynamic height is computed by dividing the NAVD 88
 RA0752.geopotential number by the normal gravity value computed on the
 RA0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0752.degrees latitude (g = 980.6199 gals.).
 RA0752
 RA0752.The modeled gravity was interpolated from observed gravity values.
 RA0752
 RA0752;                    North         East    Units  Estimated Accuracy
 RA0752;SPC OR N     -   208,500.    2,700,870.      MT  (+/- 180 meters Scaled)
 RA0752
 RA0752                          SUPERSEDED SURVEY CONTROL
 RA0752
 RA0752  NGVD 29 (??/??/92)  826.397  (m)         2711.27   (f) ADJ UNCH    2 0
 RA0752
 RA0752.Superseded values are not recommended for survey control.
 RA0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0752.See file dsdata.txt to determine how the superseded data were derived.
 RA0752
 RA0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML274404(NAD 83)
 RA0752_MARKER: DD = SURVEY DISK
 RA0752_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RA0752_SP_SET: BRIDGE
 RA0752_STAMPING: A 85 1934
 RA0752_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RA0752
 RA0752  HISTORY     - Date     Condition        Report By
 RA0752  HISTORY     - 1934     MONUMENTED       ORDT
 RA0752  HISTORY     - 1945     GOOD             NGS
 RA0752
 RA0752                          STATION DESCRIPTION
 RA0752
 RA0752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 RA0752'3.8 MI S FROM ELGIN.
 RA0752'ALONG STATE HIGHWAY NO.82, 3.8 MILES SOUTH OF THE CITY HALL AT ELGIN,
 RA0752'AT EXTREME NORTHWEST END OF NORTHWEST CONCRETE WING-WALL OF CONCRETE
 RA0752'BRIDGE OVER GRANDE RONDE RIVER AND UNION PACIFIC RAILROAD, 15.3 FEET
 RA0752'NORTH OF CENTERLINE OF HIGHWAY, 0.4 FOOT SOUTHEAST OF REFERENCE POST,
 RA0752'2.9 FEET NORTHWEST OF NORTHWEST END OF CONCRETE BANISTER FOR BRIDGE,
 RA0752'ABOUT 1 FOOT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0782 ***********************************************************************
 RB0782  DESIGNATION -  A 86
 RB0782  PID         -  RB0782
 RB0782  STATE/COUNTY-  OR/MORROW
 RB0782  USGS QUAD   -  LENA (1968)
 RB0782
 RB0782                         *CURRENT SURVEY CONTROL
 RB0782  ___________________________________________________________________
 RB0782* NAD 83(1986)-  45 22 48.     (N)    119 18 57.     (W)     SCALED    
 RB0782* NAVD 88     -       834.145  (meters)    2736.69   (feet)  ADJUSTED  
 RB0782  ___________________________________________________________________
 RB0782  GEOID HEIGHT-         -20.32  (meters)                     GEOID03
 RB0782  DYNAMIC HT  -         833.954 (meters)    2736.06  (feet)  COMP
 RB0782  MODELED GRAV-     980,359.7   (mgal)                       NAVD 88
 RB0782
 RB0782  VERT ORDER  -  SECOND    CLASS 0
 RB0782
 RB0782.The horizontal coordinates were scaled from a topographic map and have
 RB0782.an estimated accuracy of +/- 6 seconds.
 RB0782
 RB0782.The orthometric height was determined by differential leveling
 RB0782.and adjusted in June 1991.
 RB0782
 RB0782.The geoid height was determined by GEOID03.
 RB0782
 RB0782.The dynamic height is computed by dividing the NAVD 88
 RB0782.geopotential number by the normal gravity value computed on the
 RB0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0782.degrees latitude (g = 980.6199 gals.).
 RB0782
 RB0782.The modeled gravity was interpolated from observed gravity values.
 RB0782
 RB0782;                    North         East    Units  Estimated Accuracy
 RB0782;SPC OR N     -   191,070.    2,592,740.      MT  (+/- 180 meters Scaled)
 RB0782
 RB0782                          SUPERSEDED SURVEY CONTROL
 RB0782
 RB0782  NGVD 29 (??/??/92)  833.021  (m)         2733.00   (f) ADJ UNCH    2 0
 RB0782
 RB0782.Superseded values are not recommended for survey control.
 RB0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0782.See file dsdata.txt to determine how the superseded data were derived.
 RB0782
 RB0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL186277(NAD 83)
 RB0782_MARKER: DD = SURVEY DISK
 RB0782_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RB0782_SP_SET: CULVERT
 RB0782_STAMPING: A 86 1934
 RB0782_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RB0782
 RB0782  HISTORY     - Date     Condition        Report By
 RB0782  HISTORY     - 1934     MONUMENTED       ORDT
 RB0782  HISTORY     - 1934     GOOD             NGS
 RB0782  HISTORY     - 1966     MARK NOT FOUND   NGS
 RB0782
 RB0782                          STATION DESCRIPTION
 RB0782
 RB0782'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RB0782'13.2 MI E FROM HEPPNER.
 RB0782'13.2 MI. EAST FROM COURT HOUSE ALONG STATE HIGHWAY NO. 74, 26 YARDSDS
 RB0782'NORTHEAST OF LARGE SHED.  ON NORTH END OF CONCRETE CULVERT.  ON
 RB0782'NORTHWEST WING.
 RB0782
 RB0782                          STATION RECOVERY (1966)
 RB0782
 RB0782'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 RB0782'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0859 ***********************************************************************
 RB0859  DESIGNATION -  A 87
 RB0859  PID         -  RB0859
 RB0859  STATE/COUNTY-  OR/MORROW
 RB0859  USGS QUAD   -  LEXINGTON (1968)
 RB0859
 RB0859                         *CURRENT SURVEY CONTROL
 RB0859  ___________________________________________________________________
 RB0859* NAD 83(1986)-  45 27 29.     (N)    119 42 47.     (W)     SCALED    
 RB0859* NAVD 88     -       414.889  (meters)    1361.18   (feet)  ADJUSTED  
 RB0859  ___________________________________________________________________
 RB0859  GEOID HEIGHT-         -21.12  (meters)                     GEOID03
 RB0859  DYNAMIC HT  -         414.841 (meters)    1361.02  (feet)  COMP
 RB0859  MODELED GRAV-     980,487.9   (mgal)                       NAVD 88
 RB0859
 RB0859  VERT ORDER  -  SECOND    CLASS 0
 RB0859
 RB0859.The horizontal coordinates were scaled from a topographic map and have
 RB0859.an estimated accuracy of +/- 6 seconds.
 RB0859
 RB0859.The orthometric height was determined by differential leveling
 RB0859.and adjusted in June 1991.
 RB0859.WARNING-Repeat measurements at this control monument indicate possible
 RB0859.vertical movement.
 RB0859
 RB0859.The geoid height was determined by GEOID03.
 RB0859
 RB0859.The dynamic height is computed by dividing the NAVD 88
 RB0859.geopotential number by the normal gravity value computed on the
 RB0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0859.degrees latitude (g = 980.6199 gals.).
 RB0859
 RB0859.The modeled gravity was interpolated from observed gravity values.
 RB0859
 RB0859;                    North         East    Units  Estimated Accuracy
 RB0859;SPC OR N     -   199,360.    2,561,550.      MT  (+/- 180 meters Scaled)
 RB0859
 RB0859                          SUPERSEDED SURVEY CONTROL
 RB0859
 RB0859  NGVD 29 (??/??/92)  413.848  (m)         1357.77   (f) ADJ UNCH    2 0
 RB0859
 RB0859.Superseded values are not recommended for survey control.
 RB0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0859.See file dsdata.txt to determine how the superseded data were derived.
 RB0859
 RB0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKL878374(NAD 83)
 RB0859_MARKER: DB = BENCH MARK DISK
 RB0859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0859_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0859_STAMPING: A 87 1934
 RB0859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0859+STABILITY: SURFACE MOTION
 RB0859
 RB0859  HISTORY     - Date     Condition        Report By
 RB0859  HISTORY     - 1934     MONUMENTED       CGS
 RB0859  HISTORY     - 1959     GOOD             NGS
 RB0859
 RB0859                          STATION DESCRIPTION
 RB0859
 RB0859'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RB0859'1.55 MI NW FROM LEXINGTON.
 RB0859'1.55 MILES NORTHWEST ALONG STATE HIGHWAY 74 FROM THE PUBLIC SCHOOL AT
 RB0859'LEXINGTON, 0.05 MILE NORTHWEST OF THE CROSSING OF A POWER LINE, 27
 RB0859'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 348 FEET SOUTHEAST
 RB0859'AND ACROSS THE UNION PACIFIC RAILROAD FROM MILEPOLE 35, 57.1 FEET
 RB0859'NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK, 0.8 FOOT SOUTHWEST OF A
 RB0859'FENCE, 1.6 FEET SOUTH OF A WITNESS POST, ABOUT 1/2 FOOT HIGHER THAN
 RB0859'THE HIGHWAY, ABOUT 3 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF
 RB0859'A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB1516 ***********************************************************************
 RB1516  DESIGNATION -  A 87 RESET
 RB1516  PID         -  RB1516
 RB1516  STATE/COUNTY-  OR/MORROW
 RB1516  USGS QUAD   -  LEXINGTON (1968)
 RB1516
 RB1516                         *CURRENT SURVEY CONTROL
 RB1516  ___________________________________________________________________
 RB1516* NAD 83(1986)-  45 27 29.     (N)    119 42 47.     (W)     SCALED    
 RB1516* NAVD 88     -       415.13   (meters)    1362.0    (feet)  RESET     
 RB1516  ___________________________________________________________________
 RB1516  GEOID HEIGHT-         -21.12  (meters)                     GEOID03
 RB1516  VERT ORDER  -  THIRD
 RB1516
 RB1516.The horizontal coordinates were scaled from a topographic map and have
 RB1516.an estimated accuracy of +/- 6 seconds.
 RB1516
 RB1516.The orthometric height was computed from unverified reset data.
 RB1516.No vertical observational check was made to the station.
 RB1516
 RB1516.The geoid height was determined by GEOID03.
 RB1516
 RB1516;                    North         East    Units  Estimated Accuracy
 RB1516;SPC OR N     -   199,360.    2,561,550.      MT  (+/- 180 meters Scaled)
 RB1516
 RB1516                          SUPERSEDED SURVEY CONTROL
 RB1516
 RB1516  NGVD 29 (10/26/06)  414.09   (m)         1358.6    (f) RESET       3  
 RB1516
 RB1516.Superseded values are not recommended for survey control.
 RB1516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1516.See file dsdata.txt to determine how the superseded data were derived.
 RB1516
 RB1516_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKL878374(NAD 83)
 RB1516_MARKER: DB = BENCH MARK DISK
 RB1516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB1516_SP_SET: CONCRETE POST
 RB1516_STAMPING: A 87 RESET 1982
 RB1516_MARK LOGO: NGS   
 RB1516_MAGNETIC: N = NO MAGNETIC MATERIAL
 RB1516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB1516+STABILITY: SURFACE MOTION
 RB1516
 RB1516  HISTORY     - Date     Condition        Report By
 RB1516  HISTORY     - 1982     MONUMENTED       NGS
 RB1516
 RB1516                          STATION DESCRIPTION
 RB1516
 RB1516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RB1516'FROM THE INTERSECTION OF HIGHWAY 74 AND 207 IN LEXINGTON, BY GOING
 RB1516'NORTHWEST ON HIGHWAY 74 BY GOING 2.5 KM (1.6 MI) TO THE MARK ON THE
 RB1516'RIGHT, 87 METERS NORTH-NORTHEAST OF MILEPOST 35, 27 METERS NORTH FROM
 RB1516'EAST END OF A CULVERT, 12.2 METERS EAST OF CENTERLINE OF ROAD, 1.1
 RB1516'METERS NORTH OF A GATE POST, .5 METERS WEST OF A FENCE AND .45 METERS
 RB1516'NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0110 ***********************************************************************
 PC0110  DESIGNATION -  A 9
 PC0110  PID         -  PC0110
 PC0110  STATE/COUNTY-  OR/DOUGLAS
 PC0110  USGS QUAD   -  HAMAKER BUTTE (1985)
 PC0110
 PC0110                         *CURRENT SURVEY CONTROL
 PC0110  ___________________________________________________________________
 PC0110* NAD 83(1986)-  43 03 33.     (N)    122 20 40.     (W)     SCALED    
 PC0110* NAVD 88     -      1246.317  (meters)    4088.96   (feet)  ADJUSTED  
 PC0110  ___________________________________________________________________
 PC0110  GEOID HEIGHT-         -22.22  (meters)                     GEOID03
 PC0110  DYNAMIC HT  -        1245.679 (meters)    4086.87  (feet)  COMP
 PC0110  MODELED GRAV-     980,064.7   (mgal)                       NAVD 88
 PC0110
 PC0110  VERT ORDER  -  SECOND    CLASS 0
 PC0110
 PC0110.The horizontal coordinates were scaled from a topographic map and have
 PC0110.an estimated accuracy of +/- 6 seconds.
 PC0110
 PC0110.The orthometric height was determined by differential leveling
 PC0110.and adjusted in June 1991.
 PC0110
 PC0110.The geoid height was determined by GEOID03.
 PC0110
 PC0110.The dynamic height is computed by dividing the NAVD 88
 PC0110.geopotential number by the normal gravity value computed on the
 PC0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0110.degrees latitude (g = 980.6199 gals.).
 PC0110
 PC0110.The modeled gravity was interpolated from observed gravity values.
 PC0110
 PC0110;                    North         East    Units  Estimated Accuracy
 PC0110;SPC OR S     -   156,340.    1,349,770.      MT  (+/- 180 meters Scaled)
 PC0110
 PC0110                          SUPERSEDED SURVEY CONTROL
 PC0110
 PC0110  NGVD 29 (??/??/92) 1245.064  (m)         4084.85   (f) ADJ UNCH    2 0
 PC0110
 PC0110.Superseded values are not recommended for survey control.
 PC0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0110.See file dsdata.txt to determine how the superseded data were derived.
 PC0110
 PC0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN533675(NAD 83)
 PC0110_MARKER: DD = SURVEY DISK
 PC0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PC0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0110+STABILITY: SURFACE MOTION
 PC0110
 PC0110  HISTORY     - Date     Condition        Report By
 PC0110  HISTORY     - UNK      MONUMENTED       BPR
 PC0110  HISTORY     - 1969     GOOD             NGS
 PC0110
 PC0110                          STATION DESCRIPTION
 PC0110
 PC0110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 PC0110'12.4 MI NE FROM UNION CREEK.
 PC0110'1.3 MILES NORTHEAST ALONG STATE HIGHWAY 62 FROM THE UNION CREEK RANGER
 PC0110'STATION TO THE JUNCTION WITH STATE HIGHWAY 230, THENCE NORTHEAST ALONG
 PC0110'STATE HIGHWAY 230 FOR 11.1 MILES TO THE BENCH MARK ON THE RIGHT, 12.5
 PC0110'MILES SOUTHWEST OF THE JUNCTION OF STATE HIGHWAYS 138 AND 230, 0.9
 PC0110'MILE NORTH OF THE CONCRETE BRIDGE OVER MUIR CREEK, 0.2 MILE NORTH OF
 PC0110'MILE POST NO. 11, 0.1 MILE NORTH OF A LOADING CHUTE AT A SMALL CORRAL,
 PC0110'132 FEET SOUTHEAST AND ACROSS THE HIGHWAY FROM BENCH MARK A 10 (BPR),
 PC0110'58 FEET SOUTHEAST OF THE CENTER OF THE HIGHWAY, 1 FOOT SOUTHWEST OF A
 PC0110'METAL WITNESS POST, AND 1 FOOT LOWER THAN THE HIGHWAY SET IN A 12-INCH
 PC0110'SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0785 ***********************************************************************
 NZ0785  DESIGNATION -  A 9
 NZ0785  PID         -  NZ0785
 NZ0785  STATE/COUNTY-  OR/DOUGLAS
 NZ0785  USGS QUAD   -  RABBIT MOUNTAIN (1990)
 NZ0785
 NZ0785                         *CURRENT SURVEY CONTROL
 NZ0785  ___________________________________________________________________
 NZ0785* NAD 83(1986)-  42 48 38.     (N)    123 35 45.     (W)     SCALED    
 NZ0785* NAVD 88     -       314.877  (meters)    1033.06   (feet)  ADJUSTED  
 NZ0785  ___________________________________________________________________
 NZ0785  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 NZ0785  DYNAMIC HT  -         314.778 (meters)    1032.73  (feet)  COMP
 NZ0785  MODELED GRAV-     980,298.0   (mgal)                       NAVD 88
 NZ0785
 NZ0785  VERT ORDER  -  FIRST     CLASS II
 NZ0785
 NZ0785.The horizontal coordinates were scaled from a topographic map and have
 NZ0785.an estimated accuracy of +/- 6 seconds.
 NZ0785
 NZ0785.The orthometric height was determined by differential leveling
 NZ0785.and adjusted in June 1991.
 NZ0785
 NZ0785.The geoid height was determined by GEOID03.
 NZ0785
 NZ0785.The dynamic height is computed by dividing the NAVD 88
 NZ0785.geopotential number by the normal gravity value computed on the
 NZ0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0785.degrees latitude (g = 980.6199 gals.).
 NZ0785
 NZ0785.The modeled gravity was interpolated from observed gravity values.
 NZ0785
 NZ0785;                    North         East    Units  Estimated Accuracy
 NZ0785;SPC OR S     -   131,750.    1,246,870.      MT  (+/- 180 meters Scaled)
 NZ0785
 NZ0785                          SUPERSEDED SURVEY CONTROL
 NZ0785
 NZ0785  NGVD 29 (??/??/92)  313.840  (m)         1029.66   (f) ADJ UNCH    1 2
 NZ0785
 NZ0785.Superseded values are not recommended for survey control.
 NZ0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0785.See file dsdata.txt to determine how the superseded data were derived.
 NZ0785
 NZ0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN512399(NAD 83)
 NZ0785_MARKER: B = BOLT
 NZ0785_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NZ0785_SP_SET: BRIDGE
 NZ0785_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NZ0785
 NZ0785  HISTORY     - Date     Condition        Report By
 NZ0785  HISTORY     - UNK      MONUMENTED       CGS
 NZ0785  HISTORY     - 1954     GOOD             NGS
 NZ0785
 NZ0785                          STATION DESCRIPTION
 NZ0785
 NZ0785'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NZ0785'0.3 MI E FROM WEST FORK.
 NZ0785'0.3 MILE EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM STEEL
 NZ0785'BRIDGE 521.4 OVER WEST FORK COW CREEK AT WEST FORK, AT STEEL BRIDGE
 NZ0785'521.06 OVER COW CREEK, IN THE TOP OF THE NORTHWEST END OF THE
 NZ0785'NORTHEAST CONCRETE WING WALL, 8.3 FEET NORTHEAST OF THE NORTHEAST
 NZ0785'RAIL, 0.9 FOOT SOUTHEAST OF BENCH MARK AX 9 (SP), AND ABOUT 1 FOOT
 NZ0785'LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0380 ***********************************************************************
 QC0380  DESIGNATION -  A 90
 QC0380  PID         -  QC0380
 QC0380  STATE/COUNTY-  OR/GRANT
 QC0380  USGS QUAD   -  IZEE (1990)
 QC0380
 QC0380                         *CURRENT SURVEY CONTROL
 QC0380  ___________________________________________________________________
 QC0380* NAD 83(1986)-  44 06 47.     (N)    119 28 58.     (W)     SCALED    
 QC0380* NAVD 88     -      1197.079  (meters)    3927.42   (feet)  ADJUSTED  
 QC0380  ___________________________________________________________________
 QC0380  GEOID HEIGHT-         -18.62  (meters)                     GEOID03
 QC0380  DYNAMIC HT  -        1196.564 (meters)    3925.73  (feet)  COMP
 QC0380  MODELED GRAV-     980,147.1   (mgal)                       NAVD 88
 QC0380
 QC0380  VERT ORDER  -  SECOND    CLASS 0
 QC0380
 QC0380.The horizontal coordinates were scaled from a topographic map and have
 QC0380.an estimated accuracy of +/- 6 seconds.
 QC0380
 QC0380.The orthometric height was determined by differential leveling
 QC0380.and adjusted in June 1991.
 QC0380
 QC0380.The geoid height was determined by GEOID03.
 QC0380
 QC0380.The dynamic height is computed by dividing the NAVD 88
 QC0380.geopotential number by the normal gravity value computed on the
 QC0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0380.degrees latitude (g = 980.6199 gals.).
 QC0380
 QC0380.The modeled gravity was interpolated from observed gravity values.
 QC0380
 QC0380;                    North         East    Units  Estimated Accuracy
 QC0380;SPC OR N     -    50,120.    2,581,440.      MT  (+/- 180 meters Scaled)
 QC0380
 QC0380                          SUPERSEDED SURVEY CONTROL
 QC0380
 QC0380  NGVD 29 (??/??/92) 1195.876  (m)         3923.47   (f) ADJ UNCH    2 0
 QC0380
 QC0380.Superseded values are not recommended for survey control.
 QC0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0380.See file dsdata.txt to determine how the superseded data were derived.
 QC0380
 QC0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ013874(NAD 83)
 QC0380_MARKER: DB = BENCH MARK DISK
 QC0380_SETTING: 66 = SET IN ROCK OUTCROP
 QC0380_SP_SET: ROCK CLIFF
 QC0380_STAMPING: A 90 1934
 QC0380_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QC0380+STABILITY: POSITION/ELEVATION WELL
 QC0380
 QC0380  HISTORY     - Date     Condition        Report By
 QC0380  HISTORY     - 1934     MONUMENTED       CGS
 QC0380  HISTORY     - 1958     MARK NOT FOUND   NGS
 QC0380  HISTORY     - 19850719 MARK NOT FOUND   USPSQD
 QC0380
 QC0380                          STATION DESCRIPTION
 QC0380
 QC0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QC0380'0.5 MI E FROM KEERINS RANCH.
 QC0380'0.5 MI. EAST ALONG KEERINS RANCH-IZEE P.O. ROAD.  ALONG THE IZEE
 QC0380'P.O.-KEERINS RANCH-SUPLEE ROAD, 4.4 MILES WEST OF JUNCTION OF
 QC0380'LOGDELL-PAULINA ROAD WITH THE IZEE P.O.-KEERINS ROAD, 0.1 MILE WEST OF
 QC0380'LONE PINE TREE STANDING BY ROAD AT ROCKY CLIFF, AND 38 FEET NORTH WEST
 QC0380'OF CENTER OF ROAD.
 QC0380
 QC0380                          STATION RECOVERY (1958)
 QC0380
 QC0380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 QC0380'MARK NOT FOUND.
 QC0380
 QC0380                          STATION RECOVERY (1985)
 QC0380
 QC0380'RECOVERY NOTE BY US POWER SQUADRON 1985 (JEB)
 QC0380'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0013 ***********************************************************************
 PB0013  DESIGNATION -  A 91
 PB0013  PID         -  PB0013
 PB0013  STATE/COUNTY-  OR/LAKE
 PB0013  USGS QUAD   -  MOONLIGHT BUTTE (1981)
 PB0013
 PB0013                         *CURRENT SURVEY CONTROL
 PB0013  ___________________________________________________________________
 PB0013* NAD 83(1986)-  43 23 16.     (N)    120 20 06.     (W)     SCALED    
 PB0013* NAVD 88     -      1378.700  (meters)    4523.28   (feet)  ADJUSTED  
 PB0013  ___________________________________________________________________
 PB0013  GEOID HEIGHT-         -20.12  (meters)                     GEOID03
 PB0013  DYNAMIC HT  -        1377.988 (meters)    4520.95  (feet)  COMP
 PB0013  MODELED GRAV-     980,055.1   (mgal)                       NAVD 88
 PB0013
 PB0013  VERT ORDER  -  SECOND    CLASS 0
 PB0013
 PB0013.The horizontal coordinates were scaled from a topographic map and have
 PB0013.an estimated accuracy of +/- 6 seconds.
 PB0013
 PB0013.The orthometric height was determined by differential leveling
 PB0013.and adjusted in June 1991.
 PB0013
 PB0013.The geoid height was determined by GEOID03.
 PB0013
 PB0013.The dynamic height is computed by dividing the NAVD 88
 PB0013.geopotential number by the normal gravity value computed on the
 PB0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0013.degrees latitude (g = 980.6199 gals.).
 PB0013
 PB0013.The modeled gravity was interpolated from observed gravity values.
 PB0013
 PB0013;                    North         East    Units  Estimated Accuracy
 PB0013;SPC OR S     -   191,200.    1,513,370.      MT  (+/- 180 meters Scaled)
 PB0013
 PB0013                          SUPERSEDED SURVEY CONTROL
 PB0013
 PB0013  NGVD 29 (??/??/92) 1377.455  (m)         4519.20   (f) ADJ UNCH    2 0
 PB0013
 PB0013.Superseded values are not recommended for survey control.
 PB0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0013.See file dsdata.txt to determine how the superseded data were derived.
 PB0013
 PB0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGP158073(NAD 83)
 PB0013_MARKER: DB = BENCH MARK DISK
 PB0013_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PB0013_SP_SET: MONUMENT
 PB0013_STAMPING: A 91 1934
 PB0013_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PB0013
 PB0013  HISTORY     - Date     Condition        Report By
 PB0013  HISTORY     - 1934     MONUMENTED       CGS
 PB0013  HISTORY     - 1977     GOOD             NGS
 PB0013
 PB0013                          STATION DESCRIPTION
 PB0013
 PB0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 PB0013'34 MI SSW FROM HAMPTON.
 PB0013'REACHED FROM HAMPTON GO SOUTHEAST ON U.S. HIGHWAY 20 FOR 7.9 MILES TO
 PB0013'A SIDE ROAD RIGHT, AT THE SIGN, STAUFFER, TURN RIGHT, AND GO SOUTH,
 PB0013'AND SOUTHEAST ON THE MAIN TRAVELED ROAD FOR 5.2 MILES TO A CROSSROAD,
 PB0013'TURN RIGHT, AND GO SOUTHWEST, AND SOUTH FOR 3.2 MILES TO A CROSSROAD
 PB0013'AT THE ABANDONED SETTLEMENT OF STAUFFER, AND BENCH MARK R 90, TURN
 PB0013'RIGHT, AND GO WEST-NORTHWEST ON THE MAIN TRAVELED ROAD, PASSING THRU 4
 PB0013'GATES, FOR 3.9 MILES TO A WELL, AND WATER TANKS ON THE RIGHT, CONTINUE
 PB0013'WEST, AND SOUTHWEST FOR 3.0 MILES TO A FORK, TAKE THE LEFT FORK, AND
 PB0013'GO SOUTH, AND SOUTHWEST FOR 4.5 MILES TO A CORRAL, AND RANCH
 PB0013'BUILDINGS, WHERE THE ROAD TURNS NORTHWEST, GO NORTHWEST FOR 0.4 MILE
 PB0013'TO A FORK, TAKE THE RIGHT FORK, NORTHWEST, WEST, AND SOUTH FOR 4.7
 PB0013'MILES TO A CATTLE GUARD, CROSS CATTLE GUARD, AND GO SOUTHWEST FOR 3.3
 PB0013'MILES TO A REVERSE Y, AND BENCH MARK G 421 ON THE LEFT, TURN SHARP
 PB0013'LEFT, AND GO NORTHEAST, ON DIM ROAD ALONG THE NORTH SIDE OF THE LOST
 PB0013'FOREST FOR 1.0 MILE TO THE BENCH MARK ON THE RIGHT, 0.15 MILE SOUTH OF
 PB0013'THE MAIN TRAVELED ROAD, 21 FEET SOUTHWEST OF A ROAD FORKS, 7 FEET
 PB0013'NORTH OF A JUNIPER TREE WITH A WITNESS SIGN NAILED ON IT, AND 2 FEET
 PB0013'HIGHER THAN THE ROAD, IN AN 8-INCH SQUARE CONCRETE MONUMENT THAT
 PB0013'PROJECTS 4-INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0023 ***********************************************************************
 PC0023  DESIGNATION -  A 94
 PC0023  PID         -  PC0023
 PC0023  STATE/COUNTY-  OR/LANE
 PC0023  USGS QUAD   -  MC CREDIE SPRINGS (1997)
 PC0023
 PC0023                         *CURRENT SURVEY CONTROL
 PC0023  ___________________________________________________________________
 PC0023* NAD 83(1986)-  43 42 59.     (N)    122 19 17.     (W)     SCALED    
 PC0023* NAVD 88     -       587.917  (meters)    1928.86   (feet)  ADJUSTED  
 PC0023  ___________________________________________________________________
 PC0023  GEOID HEIGHT-         -22.36  (meters)                     GEOID03
 PC0023  DYNAMIC HT  -         587.712 (meters)    1928.19  (feet)  COMP
 PC0023  MODELED GRAV-     980,252.6   (mgal)                       NAVD 88
 PC0023
 PC0023  VERT ORDER  -  SECOND    CLASS 0
 PC0023
 PC0023.The horizontal coordinates were scaled from a topographic map and have
 PC0023.an estimated accuracy of +/- 6 seconds.
 PC0023
 PC0023.The orthometric height was determined by differential leveling
 PC0023.and adjusted in June 1991.
 PC0023
 PC0023.The geoid height was determined by GEOID03.
 PC0023
 PC0023.The dynamic height is computed by dividing the NAVD 88
 PC0023.geopotential number by the normal gravity value computed on the
 PC0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0023.degrees latitude (g = 980.6199 gals.).
 PC0023
 PC0023.The modeled gravity was interpolated from observed gravity values.
 PC0023
 PC0023;                    North         East    Units  Estimated Accuracy
 PC0023;SPC OR S     -   229,290.    1,353,240.      MT  (+/- 180 meters Scaled)
 PC0023
 PC0023                          SUPERSEDED SURVEY CONTROL
 PC0023
 PC0023  NGVD 29 (??/??/92)  586.754  (m)         1925.04   (f) ADJ UNCH    2 0
 PC0023
 PC0023.Superseded values are not recommended for survey control.
 PC0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0023.See file dsdata.txt to determine how the superseded data were derived.
 PC0023
 PC0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP546405(NAD 83)
 PC0023_MARKER: DB = BENCH MARK DISK
 PC0023_SETTING: 66 = SET IN ROCK OUTCROP
 PC0023_SP_SET: ROCK
 PC0023_STAMPING: A 94 1934
 PC0023_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PC0023+STABILITY: POSITION/ELEVATION WELL
 PC0023
 PC0023  HISTORY     - Date     Condition        Report By
 PC0023  HISTORY     - 1934     MONUMENTED       CGS
 PC0023  HISTORY     - 1955     MARK NOT FOUND   NGS
 PC0023
 PC0023                          STATION DESCRIPTION
 PC0023
 PC0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PC0023'1.7 MI NW FROM MCCREDIE SPRINGS.
 PC0023'ALONG THE RIGHT OF WAY OF THE SOUTHERN PACIFIC RAILROAD CO., 4 RAILS,
 PC0023'APPROXIMATELY 52 YARDS SOUTHEAST OF MILEPOST 571, AT EAST END OF CUT,
 PC0023'30 FEET NORTHEAST OF TRACK, AND 31 FEET SOUTHWEST OF RAILROAD SIGNAL
 PC0023'LINE POLE.  SET ON TOP OF EMBEDDED ROCK.
 PC0023
 PC0023                          STATION RECOVERY (1955)
 PC0023
 PC0023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 PC0023'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0943 ***********************************************************************
 QE0943  DESIGNATION -  A 95
 QE0943  PID         -  QE0943
 QE0943  STATE/COUNTY-  OR/LANE
 QE0943  USGS QUAD   -  VENETA (1984)
 QE0943
 QE0943                         *CURRENT SURVEY CONTROL
 QE0943  ___________________________________________________________________
 QE0943* NAD 83(1986)-  44 03 08.     (N)    123 15 04.     (W)     SCALED    
 QE0943* NAVD 88     -       117.589  (meters)     385.79   (feet)  ADJUSTED  
 QE0943  ___________________________________________________________________
 QE0943  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 QE0943  DYNAMIC HT  -         117.575 (meters)     385.74  (feet)  COMP
 QE0943  MODELED GRAV-     980,498.7   (mgal)                       NAVD 88
 QE0943
 QE0943  VERT ORDER  -  SECOND    CLASS 0
 QE0943
 QE0943.The horizontal coordinates were scaled from a topographic map and have
 QE0943.an estimated accuracy of +/- 6 seconds.
 QE0943
 QE0943.The orthometric height was determined by differential leveling
 QE0943.and adjusted in June 1991.
 QE0943
 QE0943.The geoid height was determined by GEOID03.
 QE0943
 QE0943.The dynamic height is computed by dividing the NAVD 88
 QE0943.geopotential number by the normal gravity value computed on the
 QE0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0943.degrees latitude (g = 980.6199 gals.).
 QE0943
 QE0943.The modeled gravity was interpolated from observed gravity values.
 QE0943
 QE0943;                    North         East    Units  Estimated Accuracy
 QE0943;SPC OR S     -   268,630.    1,279,570.      MT  (+/- 180 meters Scaled)
 QE0943
 QE0943                          SUPERSEDED SURVEY CONTROL
 QE0943
 QE0943  NGVD 29 (??/??/92)  116.486  (m)          382.17   (f) ADJ UNCH    2 0
 QE0943
 QE0943.Superseded values are not recommended for survey control.
 QE0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0943.See file dsdata.txt to determine how the superseded data were derived.
 QE0943
 QE0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP798777(NAD 83)
 QE0943_MARKER: DB = BENCH MARK DISK
 QE0943_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QE0943_SP_SET: ABUTMENT
 QE0943_STAMPING: A 95 1934
 QE0943_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE0943
 QE0943  HISTORY     - Date     Condition        Report By
 QE0943  HISTORY     - 1934     MONUMENTED       CGS
 QE0943  HISTORY     - 1970     GOOD             NGS
 QE0943  HISTORY     - 1981     GOOD             LOCSUR
 QE0943
 QE0943                          STATION DESCRIPTION
 QE0943
 QE0943'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QE0943'2.2 MI E FROM MAYWOOD.
 QE0943'2.2 MILES EAST ALONG S.P. RY. FROM SIGNBOARD.  ALONG THE RIGHT OF WAY
 QE0943'OF THE SOUTHERN PACIFIC RAILROAD, MARSHFIELDHFIELD SUBDIVISION, 46
 QE0943'RAILS, APPROXIMATELY 506 YARDS WEST OF MILEPOST 655, 11 RAILS WEST OF
 QE0943'OLD PRIVATE CROSSING, 7 FEET SOUTH OF TRACK, ON EAST ABUTMENT OF 13
 QE0943'FOOT BALLAST DECK CULVERT NO. 655-A.  SET IN CONCRETE ABUTMENT.
 QE0943
 QE0943                          STATION RECOVERY (1970)
 QE0943
 QE0943'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 QE0943'RECOVERED IN GOOD CONDITION.
 QE0943
 QE0943                          STATION RECOVERY (1981)
 QE0943
 QE0943'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 QE0943'ALONG S. P. R. R. AT MILE POST 655.28 IN THE SOUTHEAST CORNER OF
 QE0943'ABUTMENT OF A 13 FEET BALLAST DECK CULVERT UNDER TRACKS, ALSO 0.1
 QE0943'MILES WEST OF ADDRESS 27745 WEST 11TH AVENUE. A BRASS CAP IN
 QE0943'CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0396 ***********************************************************************
 RD0396  DESIGNATION -  A 96
 RD0396  PID         -  RD0396
 RD0396  STATE/COUNTY-  OR/WASHINGTON
 RD0396  USGS QUAD   -  HILLSBORO (1990)
 RD0396
 RD0396                         *CURRENT SURVEY CONTROL
 RD0396  ___________________________________________________________________
 RD0396* NAD 83(1986)-  45 32 16.     (N)    122 59 45.     (W)     SCALED    
 RD0396* NAVD 88     -        57.287  (meters)     187.95   (feet)  ADJUSTED  
 RD0396  ___________________________________________________________________
 RD0396  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 RD0396  DYNAMIC HT  -          57.285 (meters)     187.94  (feet)  COMP
 RD0396  MODELED GRAV-     980,595.2   (mgal)                       NAVD 88
 RD0396
 RD0396  VERT ORDER  -  SECOND    CLASS 0
 RD0396
 RD0396.The horizontal coordinates were scaled from a topographic map and have
 RD0396.an estimated accuracy of +/- 6 seconds.
 RD0396
 RD0396.The orthometric height was determined by differential leveling
 RD0396.and adjusted in June 1991.
 RD0396
 RD0396.The geoid height was determined by GEOID03.
 RD0396
 RD0396.The dynamic height is computed by dividing the NAVD 88
 RD0396.geopotential number by the normal gravity value computed on the
 RD0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0396.degrees latitude (g = 980.6199 gals.).
 RD0396
 RD0396.The modeled gravity was interpolated from observed gravity values.
 RD0396
 RD0396;                    North         East    Units  Estimated Accuracy
 RD0396;SPC OR N     -   210,930.    2,305,110.      MT  (+/- 180 meters Scaled)
 RD0396
 RD0396                          SUPERSEDED SURVEY CONTROL
 RD0396
 RD0396  NGVD 29 (??/??/92)   56.226  (m)          184.47   (f) ADJ UNCH    2 0
 RD0396
 RD0396.Superseded values are not recommended for survey control.
 RD0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0396.See file dsdata.txt to determine how the superseded data were derived.
 RD0396
 RD0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER003426(NAD 83)
 RD0396_MARKER: DB = BENCH MARK DISK
 RD0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0396_STAMPING: A 96 1934 184.468
 RD0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0396+STABILITY: SURFACE MOTION
 RD0396
 RD0396  HISTORY     - Date     Condition        Report By
 RD0396  HISTORY     - 1934     MONUMENTED       CGS
 RD0396  HISTORY     - 1952     GOOD             NGS
 RD0396
 RD0396                          STATION DESCRIPTION
 RD0396
 RD0396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 RD0396'1.2 MI N FROM HILLSBORO.
 RD0396'ABOUT 1.8 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM
 RD0396'HILLSBORO, WASHINGTON COUNTY, 1.2 MILES NORTH ON NORTH FIRST AVENUE
 RD0396'FROM THE COURTHOUSE IN HILLSBORO, AT CROSSING ABOUT 34 RAILS SOUTHEAST
 RD0396'OF RAILROAD MILE POST 767, 68 FEET NORTH OF SIGN, NORTH PLAINS 4, 36
 RD0396'FEET WEST OF THE RAILROAD CROSSING, 21 FEET NORTHEAST OF THE CENTER OF
 RD0396'THE ROAD PARALLELING THE RAILROAD, 19 FEET SOUTHWEST OF THE CENTER OF
 RD0396'THE RAILROAD TRACKS, AND 10.5 FEET NORTHWEST OF RAILROAD CROSSING SIGN
 RD0396'MARKED FD 766.7.  A STANDARD DISK SET IN AN 8-INCH SQUARE CONCRETE
 RD0396'POST PROJECTING 3 INCHES ABOVE THE GROUND. DISK STAMPED 184.468.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1266 ***********************************************************************
 RD1266  DESIGNATION -  A 97
 RD1266  PID         -  RD1266
 RD1266  STATE/COUNTY-  OR/TILLAMOOK
 RD1266  USGS QUAD   -  HAMLET (1984)
 RD1266
 RD1266                         *CURRENT SURVEY CONTROL
 RD1266  ___________________________________________________________________
 RD1266* NAD 83(1986)-  45 45 01.     (N)    123 39 13.     (W)     SCALED    
 RD1266* NAVD 88     -        71.577  (meters)     234.83   (feet)  ADJUSTED  
 RD1266  ___________________________________________________________________
 RD1266  GEOID HEIGHT-         -21.14  (meters)                     GEOID03
 RD1266  DYNAMIC HT  -          71.578 (meters)     234.84  (feet)  COMP
 RD1266  MODELED GRAV-     980,630.3   (mgal)                       NAVD 88
 RD1266
 RD1266  VERT ORDER  -  SECOND    CLASS 0
 RD1266
 RD1266.The horizontal coordinates were scaled from a topographic map and have
 RD1266.an estimated accuracy of +/- 6 seconds.
 RD1266
 RD1266.The orthometric height was determined by differential leveling
 RD1266.and adjusted in June 1991.
 RD1266
 RD1266.The geoid height was determined by GEOID03.
 RD1266
 RD1266.The dynamic height is computed by dividing the NAVD 88
 RD1266.geopotential number by the normal gravity value computed on the
 RD1266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1266.degrees latitude (g = 980.6199 gals.).
 RD1266
 RD1266.The modeled gravity was interpolated from observed gravity values.
 RD1266
 RD1266;                    North         East    Units  Estimated Accuracy
 RD1266;SPC OR N     -   236,330.    2,254,690.      MT  (+/- 180 meters Scaled)
 RD1266
 RD1266                          SUPERSEDED SURVEY CONTROL
 RD1266
 RD1266  NGVD 29 (??/??/92)   70.491  (m)          231.27   (f) ADJ UNCH    2 0
 RD1266
 RD1266.Superseded values are not recommended for survey control.
 RD1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1266.See file dsdata.txt to determine how the superseded data were derived.
 RD1266
 RD1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR491665(NAD 83)
 RD1266_MARKER: DB = BENCH MARK DISK
 RD1266_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RD1266_SP_SET: ABUTMENT
 RD1266_STAMPING: A 97 1934
 RD1266_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RD1266
 RD1266  HISTORY     - Date     Condition        Report By
 RD1266  HISTORY     - 1934     MONUMENTED       CGS
 RD1266  HISTORY     - 20060312 GOOD             COAST
 RD1266
 RD1266                          STATION DESCRIPTION
 RD1266
 RD1266'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RD1266'IN SALMONBERRY.
 RD1266'ALONG THE SOUTHERN PACIFIC R.R., 15 RAIL LENGTHS WEST OF STATION, 32
 RD1266'RAIL LENGTHS EAST OF MILE POST 816, SET IN THE WEST ABUTMENT OF BRIDGE
 RD1266'NO. 1-815E OVER THE NEHALEM RIVER, 5.5 FEET SOUTH OF TRACK.
 RD1266
 RD1266                          STATION RECOVERY (2006)
 RD1266
 RD1266'RECOVERY NOTE BY COAST SURVEYING INCORPORATED 2006 (WC)
 RD1266'WEST HALF OF CAP IS UNDER A RAILROAD TIE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0813 ***********************************************************************
 RD0813  DESIGNATION -  A 98
 RD0813  PID         -  RD0813
 RD0813  STATE/COUNTY-  OR/COLUMBIA
 RD0813  USGS QUAD   -  VERNONIA (1979)
 RD0813
 RD0813                         *CURRENT SURVEY CONTROL
 RD0813  ___________________________________________________________________
 RD0813* NAD 83(1986)-  45 50 31.     (N)    123 13 38.     (W)     SCALED    
 RD0813* NAVD 88     -       200.004  (meters)     656.18   (feet)  ADJUSTED  
 RD0813  ___________________________________________________________________
 RD0813  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 RD0813  DYNAMIC HT  -         200.013 (meters)     656.21  (feet)  COMP
 RD0813  MODELED GRAV-     980,652.4   (mgal)                       NAVD 88
 RD0813
 RD0813  VERT ORDER  -  SECOND    CLASS 0
 RD0813
 RD0813.The horizontal coordinates were scaled from a topographic map and have
 RD0813.an estimated accuracy of +/- 6 seconds.
 RD0813
 RD0813.The orthometric height was determined by differential leveling
 RD0813.and adjusted in June 1991.
 RD0813
 RD0813.The geoid height was determined by GEOID03.
 RD0813
 RD0813.The dynamic height is computed by dividing the NAVD 88
 RD0813.geopotential number by the normal gravity value computed on the
 RD0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0813.degrees latitude (g = 980.6199 gals.).
 RD0813
 RD0813.The modeled gravity was interpolated from observed gravity values.
 RD0813
 RD0813;                    North         East    Units  Estimated Accuracy
 RD0813;SPC OR N     -   245,300.    2,288,190.      MT  (+/- 180 meters Scaled)
 RD0813
 RD0813                          SUPERSEDED SURVEY CONTROL
 RD0813
 RD0813  NGVD 29 (??/??/92)  198.92   (m)          652.6    (f) COMPUTED    2 0
 RD0813
 RD0813.Superseded values are not recommended for survey control.
 RD0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0813.See file dsdata.txt to determine how the superseded data were derived.
 RD0813
 RD0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR823765(NAD 83)
 RD0813_MARKER: DB = BENCH MARK DISK
 RD0813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0813_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0813_STAMPING: A 98 1934
 RD0813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0813+STABILITY: SURFACE MOTION
 RD0813
 RD0813  HISTORY     - Date     Condition        Report By
 RD0813  HISTORY     - 1934     MONUMENTED       CGS
 RD0813  HISTORY     - 1974     GOOD             USGS
 RD0813  HISTORY     - 1989     GOOD             USPSQD
 RD0813
 RD0813                          STATION DESCRIPTION
 RD0813
 RD0813'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 RD0813'2.4 MI SW FROM VERNONIA.
 RD0813'PREVIOUSLY REPORTED DESTROYED.  FOUND IN GOOD CONDITION.  FROM
 RD0813'VERNONIA GO SOUTH ON STATE HIGHWAY 47 FOR 1.3 MILES TO A Y ROAD WEST
 RD0813'TO TIMBER, GO WEST FOR 0.5 MILES TO A T ROAD SOUTH.  BENCH MARK IS A
 RD0813'STANDARD DISK SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6
 RD0813'INCHES, 20 FEET EAST OF AND 32 FEET NORTH OF THE T ROAD SOUTH, ABOUT
 RD0813'1.5 FEET LOWER THAN THE ROAD.  NOTE-- PROPERTY OWNER IS AWARE OF THE
 RD0813'MARK AND IS SURE THAT IT HAS NEVER BEEN DISTURBED.
 RD0813
 RD0813                          STATION RECOVERY (1989)
 RD0813
 RD0813'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RD0813'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0554 ***********************************************************************
 QB0554  DESIGNATION -  A A 160
 QB0554  PID         -  QB0554
 QB0554  STATE/COUNTY-  OR/BAKER
 QB0554  USGS QUAD   -  CONNOR CREEK (1987)
 QB0554
 QB0554                         *CURRENT SURVEY CONTROL
 QB0554  ___________________________________________________________________
 QB0554* NAD 83(1986)-  44 35 03.     (N)    117 07 37.     (W)     SCALED    
 QB0554* NAVD 88     -       592.696  (meters)    1944.54   (feet)  ADJUSTED  
 QB0554  ___________________________________________________________________
 QB0554  GEOID HEIGHT-         -16.51  (meters)                     GEOID03
 QB0554  DYNAMIC HT  -         592.523 (meters)    1943.97  (feet)  COMP
 QB0554  MODELED GRAV-     980,310.1   (mgal)                       NAVD 88
 QB0554
 QB0554  VERT ORDER  -  SECOND    CLASS 0
 QB0554
 QB0554.The horizontal coordinates were scaled from a topographic map and have
 QB0554.an estimated accuracy of +/- 6 seconds.
 QB0554
 QB0554.The orthometric height was determined by differential leveling
 QB0554.and adjusted in June 1991.
 QB0554
 QB0554.The geoid height was determined by GEOID03.
 QB0554
 QB0554.The dynamic height is computed by dividing the NAVD 88
 QB0554.geopotential number by the normal gravity value computed on the
 QB0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0554.degrees latitude (g = 980.6199 gals.).
 QB0554
 QB0554.The modeled gravity was interpolated from observed gravity values.
 QB0554
 QB0554;                    North         East    Units  Estimated Accuracy
 QB0554;SPC OR N     -   107,550.    2,767,780.      MT  (+/- 180 meters Scaled)
 QB0554
 QB0554                          SUPERSEDED SURVEY CONTROL
 QB0554
 QB0554  NGVD 29 (??/??/92)  591.681  (m)         1941.21   (f) ADJ UNCH    2 0
 QB0554
 QB0554.Superseded values are not recommended for survey control.
 QB0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0554.See file dsdata.txt to determine how the superseded data were derived.
 QB0554
 QB0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK899367(NAD 83)
 QB0554_MARKER: DD = SURVEY DISK
 QB0554_SETTING: 80 = SET IN A BOULDER
 QB0554_SP_SET: BOULDER
 QB0554_STAMPING: A A 160 1941
 QB0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0554+STABILITY: SURFACE MOTION
 QB0554
 QB0554  HISTORY     - Date     Condition        Report By
 QB0554  HISTORY     - 1941     MONUMENTED       DOD
 QB0554  HISTORY     - 1946     GOOD             NGS
 QB0554
 QB0554                          STATION DESCRIPTION
 QB0554
 QB0554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 QB0554'3.95 MI N FROM MINERAL.
 QB0554'ALONG THE HOMESTEAD BRANCH OF THE UNION PACIFIC RAILROAD, 3.95 MILES
 QB0554'NORTH OF THE WATER TANK AT MINERAL, 270.0 FEET NORTH OF CENTER OF
 QB0554'CULVERT AT CROSSING OF A DEEP RAVINE, BETWEEN THE SIXTH AND SEVENTH
 QB0554'TELEPHONE POLES NORTH OF MILE POST NO. 19, 150.0 FEET SOUTH OF CENTER
 QB0554'OF A PRIVATE ROAD CROSSING, 22.0 FEET EAST OF EAST RAIL, U.S. ARMY
 QB0554'ENGINEERS BRONZE DISK SET IN TOP OF A 2X3 FOOT LAVA BOULDER ABOUT 6
 QB0554'FEET BELOW THE TRACK AND 1 1/2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AI5707 ***********************************************************************
 AI5707  DESIGNATION -  AA
 AI5707  PID         -  AI5707
 AI5707  STATE/COUNTY-  OR/MALHEUR
 AI5707  USGS QUAD   -  BURNS JUNCTION (1972)
 AI5707
 AI5707                         *CURRENT SURVEY CONTROL
 AI5707  ___________________________________________________________________
 AI5707* NAD 83(1986)-  42 45 01.     (N)    117 51 25.     (W)     SCALED    
 AI5707* NAVD 88     -      1191.704  (meters)    3909.78   (feet)  ADJUSTED  
 AI5707  ___________________________________________________________________
 AI5707  GEOID HEIGHT-         -18.33  (meters)                     GEOID03
 AI5707  DYNAMIC HT  -        1191.070 (meters)    3907.70  (feet)  COMP
 AI5707  MODELED GRAV-     980,047.2   (mgal)                       NAVD 88
 AI5707
 AI5707  VERT ORDER  -  SECOND    CLASS I
 AI5707
 AI5707.The horizontal coordinates were scaled from a topographic map and have
 AI5707.an estimated accuracy of +/- 6 seconds.
 AI5707
 AI5707.The orthometric height was determined by differential leveling
 AI5707.and adjusted in July 2002.
 AI5707.No vertical observational check was made to the station.
 AI5707
 AI5707.The geoid height was determined by GEOID03.
 AI5707
 AI5707.The dynamic height is computed by dividing the NAVD 88
 AI5707.geopotential number by the normal gravity value computed on the
 AI5707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI5707.degrees latitude (g = 980.6199 gals.).
 AI5707
 AI5707.The modeled gravity was interpolated from observed gravity values.
 AI5707
 AI5707;                    North         East    Units  Estimated Accuracy
 AI5707;SPC OR S     -   123,780.    1,716,340.      MT  (+/- 180 meters Scaled)
 AI5707
 AI5707                          SUPERSEDED SURVEY CONTROL
 AI5707
 AI5707.No superseded survey control is available for this station.
 AI5707
 AI5707_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH298334(NAD 83)
 AI5707_MARKER: DD = SURVEY DISK
 AI5707_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AI5707+WITH SETTING: INFORMATION.
 AI5707_STAMPING: AA
 AI5707_MARK LOGO: ORHD  
 AI5707_MAGNETIC: I = MARKER IS A STEEL ROD
 AI5707_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI5707_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5707+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2000
 AI5707
 AI5707  HISTORY     - Date     Condition        Report By
 AI5707  HISTORY     - UNK      MONUMENTED       ORHD
 AI5707  HISTORY     - 20000316 GOOD             NGS
 AI5707
 AI5707                          STATION DESCRIPTION
 AI5707
 AI5707'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 AI5707'3.2 KM (2.00 MI) SOUTHERLY ALONG U.S. HIGHWAY 95 FROM THE MOST
 AI5707'EASTERLY JUNCTION OF STATE HIGHWAY 78 AT BURNS JUNCTION, 24.0 M (78.7
 AI5707'FT) WEST OF THE HIGHWAY CENTERLINE, 0.5 M (1.6 FT) ABOVE THE LEVEL OF
 AI5707'THE HIGHWAY, AND 0.5 M (1.6 FT) NORTH OF A WITNESS POST. NOTE--THE
 AI5707'MARK IS ON THE HIGHWAY RIGHT-OF-WAY.  THE ROD DEPTH IS UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0512 ***********************************************************************
 QE0512  DESIGNATION -  AA 214
 QE0512  PID         -  QE0512
 QE0512  STATE/COUNTY-  OR/POLK
 QE0512  USGS QUAD   -  RICKREALL (1976)
 QE0512
 QE0512                         *CURRENT SURVEY CONTROL
 QE0512  ___________________________________________________________________
 QE0512* NAD 83(1986)-  44 55 56.     (N)    123 13 41.     (W)     SCALED    
 QE0512* NAVD 88     -        63.928  (meters)     209.74   (feet)  ADJUSTED  
 QE0512  ___________________________________________________________________
 QE0512  GEOID HEIGHT-         -22.35  (meters)                     GEOID03
 QE0512  DYNAMIC HT  -          63.926 (meters)     209.73  (feet)  COMP
 QE0512  MODELED GRAV-     980,592.0   (mgal)                       NAVD 88
 QE0512
 QE0512  VERT ORDER  -  THIRD
 QE0512
 QE0512.The horizontal coordinates were scaled from a topographic map and have
 QE0512.an estimated accuracy of +/- 6 seconds.
 QE0512
 QE0512.The orthometric height was determined by differential leveling
 QE0512.and adjusted in September 2008.
 QE0512.No vertical observational check was made to the station.
 QE0512
 QE0512.The geoid height was determined by GEOID03.
 QE0512
 QE0512.The dynamic height is computed by dividing the NAVD 88
 QE0512.geopotential number by the normal gravity value computed on the
 QE0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0512.degrees latitude (g = 980.6199 gals.).
 QE0512
 QE0512.The modeled gravity was interpolated from observed gravity values.
 QE0512
 QE0512;                    North         East    Units  Estimated Accuracy
 QE0512;SPC OR N     -   144,270.    2,284,710.      MT  (+/- 180 meters Scaled)
 QE0512
 QE0512                          SUPERSEDED SURVEY CONTROL
 QE0512
 QE0512  NAVD 88 (06/15/91)   63.943  (m)          209.79   (f) UNKNOWN     1 2
 QE0512  NGVD 29 (??/??/92)   62.918  (m)          206.42   (f) ADJ UNCH    1 2
 QE0512
 QE0512.Superseded values are not recommended for survey control.
 QE0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0512.See file dsdata.txt to determine how the superseded data were derived.
 QE0512
 QE0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ820754(NAD 83)
 QE0512_MARKER: DD = SURVEY DISK
 QE0512_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QE0512_SP_SET: CONCRETE STEP
 QE0512_STAMPING: AA 214 1934 206
 QE0512_MARK LOGO: ORGS  
 QE0512_MAGNETIC: N = NO MAGNETIC MATERIAL
 QE0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0512+STABILITY: SURFACE MOTION
 QE0512_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QE0512+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2002
 QE0512
 QE0512  HISTORY     - Date     Condition        Report By
 QE0512  HISTORY     - 1934     MONUMENTED       ORGS
 QE0512  HISTORY     - 1941     GOOD             NGS
 QE0512  HISTORY     - 1984     GOOD             USPSQD
 QE0512  HISTORY     - 19890926 GOOD             NGS
 QE0512  HISTORY     - 19961005 GOOD             USPSQD
 QE0512  HISTORY     - 20020201 GOOD             OR-053
 QE0512
 QE0512                          STATION DESCRIPTION
 QE0512
 QE0512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QE0512'IN RICKREALL.
 QE0512'MARK IS LOCATED 98 FEET EAST OF PACIFIC HIGHWAY WEST, IN CONCRETE
 QE0512'PORCH ON WEST SIDE OF RICKREALL HIGH SCHOOL.
 QE0512
 QE0512                          STATION RECOVERY (1984)
 QE0512
 QE0512'RECOVERY NOTE BY US POWER SQUADRON 1984
 QE0512'SCHOOL IS NOW A GRADE SCHOOL.
 QE0512
 QE0512                          STATION RECOVERY (1989)
 QE0512
 QE0512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 QE0512'RECOVERED IN GOOD CONDITION.
 QE0512
 QE0512                          STATION RECOVERY (1996)
 QE0512
 QE0512'RECOVERY NOTE BY US POWER SQUADRON 1996
 QE0512'RECOVERED IN GOOD CONDITION.
 QE0512
 QE0512                          STATION RECOVERY (2002)
 QE0512
 QE0512'RECOVERY NOTE BY POLK COUNTY OREGON 2002 (JDN)
 QE0512'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1095 ***********************************************************************
 RD1095  DESIGNATION -  AA 223
 RD1095  PID         -  RD1095
 RD1095  STATE/COUNTY-  OR/TILLAMOOK
 RD1095  USGS QUAD   -  TILLAMOOK (1985)
 RD1095
 RD1095                         *CURRENT SURVEY CONTROL
 RD1095  ___________________________________________________________________
 RD1095* NAD 83(1986)-  45 27 22.     (N)    123 50 30.     (W)     SCALED    
 RD1095* NAVD 88     -         8.431  (meters)      27.66   (feet)  ADJUSTED  
 RD1095  ___________________________________________________________________
 RD1095  GEOID HEIGHT-         -22.24  (meters)                     GEOID03
 RD1095  DYNAMIC HT  -           8.431 (meters)      27.66  (feet)  COMP
 RD1095  MODELED GRAV-     980,687.0   (mgal)                       NAVD 88
 RD1095
 RD1095  VERT ORDER  -  FIRST     CLASS II
 RD1095
 RD1095.The horizontal coordinates were scaled from a topographic map and have
 RD1095.an estimated accuracy of +/- 6 seconds.
 RD1095
 RD1095.The orthometric height was determined by differential leveling
 RD1095.and adjusted in June 1991.
 RD1095
 RD1095.The geoid height was determined by GEOID03.
 RD1095
 RD1095.The dynamic height is computed by dividing the NAVD 88
 RD1095.geopotential number by the normal gravity value computed on the
 RD1095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1095.degrees latitude (g = 980.6199 gals.).
 RD1095
 RD1095.The modeled gravity was interpolated from observed gravity values.
 RD1095
 RD1095;                    North         East    Units  Estimated Accuracy
 RD1095;SPC OR N     -   204,250.    2,238,720.      MT  (+/- 180 meters Scaled)
 RD1095
 RD1095                          SUPERSEDED SURVEY CONTROL
 RD1095
 RD1095  NGVD 29 (??/??/92)    7.387  (m)           24.24   (f) ADJ UNCH    1 2
 RD1095
 RD1095.Superseded values are not recommended for survey control.
 RD1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1095.See file dsdata.txt to determine how the superseded data were derived.
 RD1095
 RD1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR341339(NAD 83)
 RD1095_MARKER: DD = SURVEY DISK
 RD1095_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RD1095_SP_SET: CURB
 RD1095_STAMPING: AA 223 1937
 RD1095_MARK LOGO: ORHD  
 RD1095_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD1095_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD1095+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2006
 RD1095
 RD1095  HISTORY     - Date     Condition        Report By
 RD1095  HISTORY     - 1937     MONUMENTED       ORHD
 RD1095  HISTORY     - 1962     GOOD             NGS
 RD1095  HISTORY     - 1987     GOOD             NGS
 RD1095  HISTORY     - 20020303 MARK NOT FOUND   USPSQD
 RD1095  HISTORY     - 20030726 GOOD             USPSQD
 RD1095  HISTORY     - 20061008 GOOD             USPSQD
 RD1095
 RD1095                          STATION DESCRIPTION
 RD1095
 RD1095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RD1095'IN TILLAMOOK.
 RD1095'LOCATED AT THE SOUTHWEST CORNER OF THE COURTHOUSE SQUARE, 45 FEET
 RD1095'NORTH OF WILSON ROAD (THIRD STREET) AND 25 FEET EAST OF THE CENTER OF
 RD1095'LINE OF EAST FOURTH STREET.
 RD1095
 RD1095                          STATION RECOVERY (1987)
 RD1095
 RD1095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD1095'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  IN
 RD1095'TILLAMOOK, AT THE INTERSECTION OF THIRD STREET AND LAUREL AVENUE, IN
 RD1095'TOP OF THE EAST CURB OF THE AVENUE, 16.5 M (54.1 FT) NORTH OF THE
 RD1095'CENTERLINE OF THE STREET, 7.3 M (24.0 FT) EAST OF THE CENTER OF THE
 RD1095'AVENUE, AND 0.5 M (1.6 FT) SOUTHWEST OF A PARKING METER.
 RD1095'THE MARK IS 0.1 M ABOVE THE AVENUE.
 RD1095
 RD1095                          STATION RECOVERY (2002)
 RD1095
 RD1095'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 RD1095'PROBABLY DESTROYED WHEN HANDICAPED ACCESS CUT MADE IN CURB.
 RD1095'AA223 RESET FOUND IN TOP OF CURB ACROSS THIRD STREET.
 RD1095
 RD1095                          STATION RECOVERY (2003)
 RD1095
 RD1095'RECOVERY NOTE BY US POWER SQUADRON 2003 (DMJ)
 RD1095'MARKER IS PAINTED OVER WITH YELLOW CURB PAINT.
 RD1095
 RD1095                          STATION RECOVERY (2006)
 RD1095
 RD1095'RECOVERY NOTE BY US POWER SQUADRON 2006 (DMJ)
 RD1095'MARK HAS BEEN RESTORED AND IS NO LONGER COVERED WITH PAINT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1150 ***********************************************************************
 QE1150  DESIGNATION -  AA 288
 QE1150  PID         -  QE1150
 QE1150  STATE/COUNTY-  OR/LINCOLN
 QE1150  USGS QUAD   -  LINCOLN CITY (1984)
 QE1150
 QE1150                         *CURRENT SURVEY CONTROL
 QE1150  ___________________________________________________________________
 QE1150* NAD 83(1986)-  44 53 57.     (N)    124 00 20.     (W)     SCALED    
 QE1150* NAVD 88     -        11.016  (meters)      36.14   (feet)  ADJUSTED  
 QE1150  ___________________________________________________________________
 QE1150  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 QE1150  DYNAMIC HT  -          11.016 (meters)      36.14  (feet)  COMP
 QE1150  MODELED GRAV-     980,645.5   (mgal)                       NAVD 88
 QE1150
 QE1150  VERT ORDER  -  FIRST     CLASS II
 QE1150
 QE1150.The horizontal coordinates were scaled from a topographic map and have
 QE1150.an estimated accuracy of +/- 6 seconds.
 QE1150
 QE1150.The orthometric height was determined by differential leveling
 QE1150.and adjusted in June 1991.
 QE1150
 QE1150.The geoid height was determined by GEOID03.
 QE1150
 QE1150.The dynamic height is computed by dividing the NAVD 88
 QE1150.geopotential number by the normal gravity value computed on the
 QE1150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1150.degrees latitude (g = 980.6199 gals.).
 QE1150
 QE1150.The modeled gravity was interpolated from observed gravity values.
 QE1150
 QE1150;                    North         East    Units  Estimated Accuracy
 QE1150;SPC OR N     -   142,960.    2,223,230.      MT  (+/- 180 meters Scaled)
 QE1150
 QE1150                          SUPERSEDED SURVEY CONTROL
 QE1150
 QE1150  NGVD 29 (??/??/92)   10.008  (m)           32.83   (f) ADJ UNCH    1 2
 QE1150
 QE1150.Superseded values are not recommended for survey control.
 QE1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1150.See file dsdata.txt to determine how the superseded data were derived.
 QE1150
 QE1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ206722(NAD 83)
 QE1150_MARKER: DB = BENCH MARK DISK
 QE1150_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QE1150_SP_SET: MONUMENT
 QE1150_STAMPING: AA 228 321 1934
 QE1150_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE1150
 QE1150  HISTORY     - Date     Condition        Report By
 QE1150  HISTORY     - 1934     MONUMENTED       ORGS
 QE1150  HISTORY     - 1975     GOOD             NGS
 QE1150  HISTORY     - 1979     GOOD             USGS
 QE1150  HISTORY     - 1987     MARK NOT FOUND   NGS
 QE1150  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 QE1150
 QE1150                          STATION DESCRIPTION
 QE1150
 QE1150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 QE1150'IN KERNVILLE.
 QE1150'AT KERNVILLE, 100 FEET NORTHWEST OF THE KERNVILLE TAVERN, 59 FEET WEST
 QE1150'OF THE CENTER OF STATE HIGHWAY 229, 12 FEET WEST OF A FIRE HYDRANT, 11
 QE1150'FEET EAST OF THE NORTHEAST CORNER OF A BRICK CABIN, 6 FEET
 QE1150'WEST-NORTHWEST OF POWER POLE NO. 0811, AND 2 FEET SOUTHWEST OF A
 QE1150'TELEPHONE BOOTH SET IN A CONCRETE MONUMENT THAT IS FLUSH.
 QE1150
 QE1150                          STATION RECOVERY (1979)
 QE1150
 QE1150'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 QE1150'JCT. US 101 AND STATE HWY. 229, THENCE 0.2 MI. SE ON HWY 229, AT THE
 QE1150'NE CORNER OF AN APARTMENT BUILDING, 60 FT. SW OF THE HWY. CENTERLINE,
 QE1150'12 FT. NE OF THE NE CORNER OF THE APARTMENTS, 1.5 FT. S OF A PHONE
 QE1150'BOOTH.
 QE1150
 QE1150                          STATION RECOVERY (1987)
 QE1150
 QE1150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE1150'THERE HAS BEEN CONSTRUCTION AT THIS LOCATION.
 QE1150
 QE1150                          STATION RECOVERY (1989)
 QE1150
 QE1150'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 QE1150'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0647 ***********************************************************************
 RA0647  DESIGNATION -  AA 414
 RA0647  PID         -  RA0647
 RA0647  STATE/COUNTY-  OR/WALLOWA
 RA0647  USGS QUAD   -  TROY (1995)
 RA0647
 RA0647                         *CURRENT SURVEY CONTROL
 RA0647  ___________________________________________________________________
 RA0647* NAD 83(1986)-  45 55 23.     (N)    117 26 32.     (W)     SCALED    
 RA0647* NAVD 88     -       506.308  (meters)    1661.11   (feet)  ADJUSTED  
 RA0647  ___________________________________________________________________
 RA0647  GEOID HEIGHT-         -17.59  (meters)                     GEOID03
 RA0647  DYNAMIC HT  -         506.240 (meters)    1660.89  (feet)  COMP
 RA0647  MODELED GRAV-     980,466.0   (mgal)                       NAVD 88
 RA0647
 RA0647  VERT ORDER  -  SECOND    CLASS 0
 RA0647
 RA0647.The horizontal coordinates were scaled from a topographic map and have
 RA0647.an estimated accuracy of +/- 6 seconds.
 RA0647
 RA0647.The orthometric height was determined by differential leveling
 RA0647.and adjusted in June 1991.
 RA0647
 RA0647.The geoid height was determined by GEOID03.
 RA0647
 RA0647.The dynamic height is computed by dividing the NAVD 88
 RA0647.geopotential number by the normal gravity value computed on the
 RA0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0647.degrees latitude (g = 980.6199 gals.).
 RA0647
 RA0647.The modeled gravity was interpolated from observed gravity values.
 RA0647
 RA0647;                    North         East    Units  Estimated Accuracy
 RA0647;SPC OR N     -   255,230.    2,737,130.      MT  (+/- 180 meters Scaled)
 RA0647
 RA0647                          SUPERSEDED SURVEY CONTROL
 RA0647
 RA0647  NGVD 29 (??/??/92)  505.251  (m)         1657.64   (f) ADJ UNCH    2 0
 RA0647
 RA0647.Superseded values are not recommended for survey control.
 RA0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0647.See file dsdata.txt to determine how the superseded data were derived.
 RA0647
 RA0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML657855(NAD 83)
 RA0647_MARKER: DB = BENCH MARK DISK
 RA0647_SETTING: 80 = SET IN A BOULDER
 RA0647_SP_SET: BOULDER
 RA0647_STAMPING: AA 414 1946
 RA0647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0647+STABILITY: SURFACE MOTION
 RA0647
 RA0647  HISTORY     - Date     Condition        Report By
 RA0647  HISTORY     - 1946     MONUMENTED       CGS
 RA0647  HISTORY     - 1967     GOOD             USGS
 RA0647
 RA0647                          STATION DESCRIPTION
 RA0647
 RA0647'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 RA0647'3.1 MI S FROM TROY.
 RA0647'3.1 MILES SOUTH OF TROY AND 0.25 MILES SOUTH OF A FARM HOUSE.  SET IN
 RA0647'A LARGE BOULDER 38 FEET WEST AND ABOUT 8 FEET HIGHER THAN THE
 RA0647'CENTERLINE OF THE ROAD.  THE MARK IS 18 FEET WEST OF A FARM FENCE AND
 RA0647'ABOUT 65 FEET WEST OF THE GRANDE RHONDE RIVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0463 ***********************************************************************
 NY0463  DESIGNATION -  AA 546
 NY0463  PID         -  NY0463
 NY0463  STATE/COUNTY-  OR/KLAMATH
 NY0463  USGS QUAD   -  WOCUS (1985)
 NY0463
 NY0463                         *CURRENT SURVEY CONTROL
 NY0463  ___________________________________________________________________
 NY0463* NAD 83(1986)-  42 18 51.     (N)    121 49 04.     (W)     SCALED    
 NY0463* NAVD 88     -      1265.660  (meters)    4152.42   (feet)  ADJUSTED  
 NY0463  ___________________________________________________________________
 NY0463  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 NY0463  DYNAMIC HT  -        1264.913 (meters)    4149.97  (feet)  COMP
 NY0463  MODELED GRAV-     979,987.5   (mgal)                       NAVD 88
 NY0463
 NY0463  VERT ORDER  -  FIRST     CLASS II
 NY0463
 NY0463.The horizontal coordinates were scaled from a topographic map and have
 NY0463.an estimated accuracy of +/- 6 seconds.
 NY0463
 NY0463.The orthometric height was determined by differential leveling
 NY0463.and adjusted in June 1991.
 NY0463
 NY0463.The geoid height was determined by GEOID03.
 NY0463
 NY0463.The dynamic height is computed by dividing the NAVD 88
 NY0463.geopotential number by the normal gravity value computed on the
 NY0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0463.degrees latitude (g = 980.6199 gals.).
 NY0463
 NY0463.The modeled gravity was interpolated from observed gravity values.
 NY0463
 NY0463;                    North         East    Units  Estimated Accuracy
 NY0463;SPC OR S     -    72,780.    1,391,360.      MT  (+/- 180 meters Scaled)
 NY0463
 NY0463                          SUPERSEDED SURVEY CONTROL
 NY0463
 NY0463  NGVD 29 (??/??/92) 1264.557  (m)         4148.80   (f) ADJ UNCH    1 2
 NY0463
 NY0463.Superseded values are not recommended for survey control.
 NY0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0463.See file dsdata.txt to determine how the superseded data were derived.
 NY0463
 NY0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM974853(NAD 83)
 NY0463_MARKER: DB = BENCH MARK DISK
 NY0463_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NY0463_SP_SET: CONCRETE BLOCK
 NY0463_STAMPING: AA 546 1954
 NY0463_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NY0463
 NY0463  HISTORY     - Date     Condition        Report By
 NY0463  HISTORY     - 1954     MONUMENTED       CGS
 NY0463  HISTORY     - 1956     GOOD             NGS
 NY0463  HISTORY     - 1961     GOOD             NGS
 NY0463  HISTORY     - 19880629 MARK NOT FOUND   NGS
 NY0463
 NY0463                          STATION DESCRIPTION
 NY0463
 NY0463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 NY0463'7.5 MI N FROM KLAMATH FALLS.
 NY0463'7.5 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 NY0463'STATION AT KLAMATH FALLS, 5 POLES NORTH OF AND ACROSS THE TRACK FROM
 NY0463'SEMAPHORES 436.5 AND 436.4, IN THE CENTER OF THE TOP OF A 3- BY 3-FOOT
 NY0463'CONCRETE BLOCK (FORMER FOUNDATION FOR A SEMAPHORE), 60 1/2 FEET
 NY0463'SOUTHWEST OF THE 14TH POLE SOUTH OF MILEPOLE 437, 7.8 FEET EAST OF THE
 NY0463'EAST RAIL, ABOUT 1 1/2 FEET LOWER THAN THE TRACK, AND FLUSH WITH THE
 NY0463'GROUND.
 NY0463
 NY0463                          STATION RECOVERY (1961)
 NY0463
 NY0463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 NY0463'RECOVERED IN GOOD CONDITION.
 NY0463
 NY0463                          STATION RECOVERY (1988)
 NY0463
 NY0463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 NY0463'THE SEMIPHORE BASE HAS BEEN GRADED OUT OF THE GROUND AND BROKEN IN TO
 NY0463'SEVERAL PIECES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AI5708 ***********************************************************************
 AI5708  DESIGNATION -  AB
 AI5708  PID         -  AI5708
 AI5708  STATE/COUNTY-  OR/MALHEUR
 AI5708  USGS QUAD   -  ANDERSON RESERVOIR (1979)
 AI5708
 AI5708                         *CURRENT SURVEY CONTROL
 AI5708  ___________________________________________________________________
 AI5708* NAD 83(1986)-  42 44 16.     (N)    117 51 28.     (W)     SCALED    
 AI5708* NAVD 88     -      1188.989  (meters)    3900.87   (feet)  ADJUSTED  
 AI5708  ___________________________________________________________________
 AI5708  GEOID HEIGHT-         -18.34  (meters)                     GEOID03
 AI5708  DYNAMIC HT  -        1188.355 (meters)    3898.79  (feet)  COMP
 AI5708  MODELED GRAV-     980,046.5   (mgal)                       NAVD 88
 AI5708
 AI5708  VERT ORDER  -  SECOND    CLASS I
 AI5708
 AI5708.The horizontal coordinates were scaled from a topographic map and have
 AI5708.an estimated accuracy of +/- 6 seconds.
 AI5708
 AI5708.The orthometric height was determined by differential leveling
 AI5708.and adjusted in July 2002.
 AI5708.No vertical observational check was made to the station.
 AI5708
 AI5708.The geoid height was determined by GEOID03.
 AI5708
 AI5708.The dynamic height is computed by dividing the NAVD 88
 AI5708.geopotential number by the normal gravity value computed on the
 AI5708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI5708.degrees latitude (g = 980.6199 gals.).
 AI5708
 AI5708.The modeled gravity was interpolated from observed gravity values.
 AI5708
 AI5708;                    North         East    Units  Estimated Accuracy
 AI5708;SPC OR S     -   122,400.    1,716,310.      MT  (+/- 180 meters Scaled)
 AI5708
 AI5708                          SUPERSEDED SURVEY CONTROL
 AI5708
 AI5708.No superseded survey control is available for this station.
 AI5708
 AI5708_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH297320(NAD 83)
 AI5708_MARKER: DD = SURVEY DISK
 AI5708_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AI5708+WITH SETTING: INFORMATION.
 AI5708_STAMPING: AB
 AI5708_MARK LOGO: ORHD  
 AI5708_MAGNETIC: I = MARKER IS A STEEL ROD
 AI5708_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI5708_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5708+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2000
 AI5708
 AI5708  HISTORY     - Date     Condition        Report By
 AI5708  HISTORY     - UNK      MONUMENTED       ORHD
 AI5708  HISTORY     - 20000316 GOOD             NGS
 AI5708
 AI5708                          STATION DESCRIPTION
 AI5708
 AI5708'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 AI5708'4.6 KM (2.85 MI) SOUTHERLY ALONG U.S. HIGHWAY 95 FROM THE MOST
 AI5708'EASTERLY JUNCTION OF STATE HIGHWAY 78 AT BURNS JUNCTION, 24.4 M (80.1
 AI5708'FT) EAST OF THE HIGHWAY CENTERLINE, 0.5 M (1.6 FT) BELOW THE LEVEL OF
 AI5708'THE HIGHWAY, 0.4 M (1.3 FT) WEST OF A FENCE, AND 0.4 M (1.3 FT) NORTH
 AI5708'OF A WITNESS POST.  NOTE--THE MARK IS ON THE HIGHWAY RIGHT-OF-WAY.
 AI5708'THE ROD DEPTH IS UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1155 ***********************************************************************
 QE1155  DESIGNATION -  AB 53
 QE1155  PID         -  QE1155
 QE1155  STATE/COUNTY-  OR/LINCOLN
 QE1155  USGS QUAD   -  DEPOE BAY (1984)
 QE1155
 QE1155                         *CURRENT SURVEY CONTROL
 QE1155  ___________________________________________________________________
 QE1155* NAD 83(1986)-  44 51 52.     (N)    124 02 02.     (W)     SCALED    
 QE1155* NAVD 88     -        20.064  (meters)      65.83   (feet)  ADJUSTED  
 QE1155  ___________________________________________________________________
 QE1155  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 QE1155  DYNAMIC HT  -          20.064 (meters)      65.83  (feet)  COMP
 QE1155  MODELED GRAV-     980,629.8   (mgal)                       NAVD 88
 QE1155
 QE1155  VERT ORDER  -  FIRST     CLASS II
 QE1155
 QE1155.The horizontal coordinates were scaled from a topographic map and have
 QE1155.an estimated accuracy of +/- 6 seconds.
 QE1155
 QE1155.The orthometric height was determined by differential leveling
 QE1155.and adjusted in June 1991.
 QE1155
 QE1155.The geoid height was determined by GEOID03.
 QE1155
 QE1155.The dynamic height is computed by dividing the NAVD 88
 QE1155.geopotential number by the normal gravity value computed on the
 QE1155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1155.degrees latitude (g = 980.6199 gals.).
 QE1155
 QE1155.The modeled gravity was interpolated from observed gravity values.
 QE1155
 QE1155;                    North         East    Units  Estimated Accuracy
 QE1155;SPC OR N     -   139,210.    2,220,820.      MT  (+/- 180 meters Scaled)
 QE1155
 QE1155                          SUPERSEDED SURVEY CONTROL
 QE1155
 QE1155.No superseded survey control is available for this station.
 QE1155
 QE1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ183684(NAD 83)
 QE1155_MARKER: DD = SURVEY DISK
 QE1155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE1155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE1155_STAMPING: AB 53 1934
 QE1155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE1155+STABILITY: SURFACE MOTION
 QE1155
 QE1155  HISTORY     - Date     Condition        Report By
 QE1155  HISTORY     - 1934     MONUMENTED       ORDT
 QE1155  HISTORY     - 1952     GOOD             NGS
 QE1155  HISTORY     - 1957     MARK NOT FOUND   NGS
 QE1155  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 QE1155
 QE1155                          STATION DESCRIPTION
 QE1155
 QE1155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 QE1155'1.1 MI S FROM GLENEDEN BEACH.
 QE1155'ABOUT 1.1 MI. S ALONG THE OREGON COAST HIGHWAY (U.S. 101) FROM
 QE1155'GLENEDEN BEACH, LINCOLN COUNTY, ABOUT 0.2 MI. S OF A WOODEN BRIDGE,
 QE1155'ABOUT 300 FT. N OF A CURVE, ON THE CREST OF A SUMMIT, 35 FT. E OF THE
 QE1155'CENTERLINE OF THE HIGHWAY, AND AT A WHITE WOODEN POST STENCILED
 QE1155'U.S.B.M.  A STATE SURVEY STANDARD DISK, STAMPED AB 53 1934 AND SET IN
 QE1155'TOP OF A CONCRETE POST.
 QE1155
 QE1155                          STATION RECOVERY (1957)
 QE1155
 QE1155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 QE1155'MARK NOT FOUND.
 QE1155
 QE1155                          STATION RECOVERY (1989)
 QE1155
 QE1155'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 QE1155'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1842 ***********************************************************************
 QD1842  DESIGNATION -  ABBOT BUTTE LOT
 QD1842  PID         -  QD1842
 QD1842  STATE/COUNTY-  OR/JEFFERSON
 QD1842  USGS QUAD   -  CANDLE CREEK (1988)
 QD1842
 QD1842                         *CURRENT SURVEY CONTROL
 QD1842  ___________________________________________________________________
 QD1842* NAD 83(1991)-  44 33 27.85059(N)    121 42 31.53205(W)     ADJUSTED  
 QD1842* NAVD 88     -      1320.6    (meters)    4333.     (feet)  VERTCON   
 QD1842  ___________________________________________________________________
 QD1842  LAPLACE CORR-          -9.17  (seconds)                    DEFLEC99
 QD1842  GEOID HEIGHT-         -21.29  (meters)                     GEOID03
 QD1842  HORZ ORDER  -  THIRD
 QD1842
 QD1842.The horizontal coordinates were established by classical geodetic methods
 QD1842.and adjusted by the National Geodetic Survey in October 1991.
 QD1842
 QD1842.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1842.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1842
 QD1842.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1842
 QD1842.The geoid height was determined by GEOID03.
 QD1842
 QD1842;                    North         East     Units Scale Factor Converg.
 QD1842;SPC OR N     -    99,736.293 2,403,971.137   MT  0.99995104   -0 51 26.0
 QD1842;SPC OR N     -   327,218.81  7,887,044.41   iFT  0.99995104   -0 51 26.0
 QD1842;UTM  10      - 4,934,633.251   602,549.555   MT  0.99972932   +0 54 21.8
 QD1842
 QD1842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1842!SPC OR N     -   0.99979632  x   0.99995104  =   0.99974737
 QD1842!UTM  10      -   0.99979632  x   0.99972932  =   0.99952569
 QD1842
 QD1842                          SUPERSEDED SURVEY CONTROL
 QD1842
 QD1842  NAD 83(1986)-  44 33 27.87147(N)    121 42 31.53448(W) AD(       ) 3
 QD1842  NGVD 29 (04/26/90) 1319.4    (m)         4329.     (f) VERT ANG    3  
 QD1842
 QD1842.Superseded values are not recommended for survey control.
 QD1842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1842.See file dsdata.txt to determine how the superseded data were derived.
 QD1842
 QD1842_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ0255034633(NAD 83)
 QD1842_MARKER: 57 = LOOKOUT TOWER
 QD1842
 QD1842  HISTORY     - Date     Condition        Report By
 QD1842  HISTORY     - 1958     FIRST OBSERVED   USGS
 QD1842
 QD1842                          STATION DESCRIPTION
 QD1842
 QD1842'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 QD1842'LOCATED ABOUT 25.2 MI N. OF SISTERS, 9.3 MI SE. OF MT. JEFFERSON,
 QD1842'9.3 MI N. OF EAST END OF SUTTLE LAKE, 4.6 MI WSW. OF CONFLUENCE
 QD1842'OF JEFFERSON CREEK AND METOLIUS RIVER.  ON SMALL HILL KNOWN AS
 QD1842'ABBOT BUTTE.
 QD1842'
 QD1842'STATION MARK--CENTER OF USFS 14X14-FT. HOUSE ON 40-FT. WOODEN
 QD1842'TOWER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1156 ***********************************************************************
 NZ1156  DESIGNATION -  ABBOTT
 NZ1156  PID         -  NZ1156
 NZ1156  STATE/COUNTY-  OR/DOUGLAS
 NZ1156  USGS QUAD   -  ABBOTT BUTTE (1989)
 NZ1156
 NZ1156                         *CURRENT SURVEY CONTROL
 NZ1156  ___________________________________________________________________
 NZ1156* NAD 83(1991)-  42 56 36.35073(N)    122 32 59.29711(W)     ADJUSTED  
 NZ1156* NAVD 88     -      1869.8    (meters)    6135.     (feet)  VERTCON   
 NZ1156  ___________________________________________________________________
 NZ1156  LAPLACE CORR-           4.10  (seconds)                    DEFLEC99
 NZ1156  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 NZ1156  HORZ ORDER  -  SECOND
 NZ1156
 NZ1156.The horizontal coordinates were established by classical geodetic methods
 NZ1156.and adjusted by the National Geodetic Survey in October 1991.
 NZ1156
 NZ1156.The NAVD 88 height was computed by applying the VERTCON shift value to
 NZ1156.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NZ1156
 NZ1156.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ1156
 NZ1156.The geoid height was determined by GEOID03.
 NZ1156
 NZ1156;                    North         East     Units Scale Factor Converg.
 NZ1156;SPC OR S     -   143,872.930 1,332,736.732   MT  0.99990229   -1 24 08.5
 NZ1156;SPC OR S     -   472,024.05  4,372,495.84   iFT  0.99990229   -1 24 08.5
 NZ1156;UTM  10      - 4,754,631.214   536,728.345   MT  0.99961659   +0 18 24.2
 NZ1156
 NZ1156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NZ1156!SPC OR S     -   0.99971045  x   0.99990229  =   0.99961277
 NZ1156!UTM  10      -   0.99971045  x   0.99961659  =   0.99932715
 NZ1156
 NZ1156:                Primary Azimuth Mark                     Grid Az
 NZ1156:SPC OR S     -  HERSHBERGER LOOKOUT HOUSE                039 04 42.0
 NZ1156:UTM  10      -  HERSHBERGER LOOKOUT HOUSE                037 22 09.3
 NZ1156
 NZ1156|---------------------------------------------------------------------|
 NZ1156| PID    Reference Object                     Distance      Geod. Az  |
 NZ1156|                                                           dddmmss.s |
 NZ1156| PC0829 HERSHBERGER LOOKOUT HOUSE           APPROX.12.7 KM 0374033.5 |
 NZ1156| NZ1157 ABBOTT RM 1                           6.620 METERS 07711     |
 NZ1156| NZ1155 ABBOTT 1                             51.130 METERS 13708     |
 NZ1156| NZ1154 ABBOTT BUTTE LOOKOUT TOWER           43.876 METERS 14008     |
 NZ1156| CD8961 ABBOTT RM 2                           5.195 METERS 15849     |
 NZ1156| NZ1159 BUTLER BU                           APPROX.12.3 KM 2400104.4 |
 NZ1156|---------------------------------------------------------------------|
 NZ1156
 NZ1156                          SUPERSEDED SURVEY CONTROL
 NZ1156
 NZ1156  NAD 83(1986)-  42 56 36.34976(N)    122 32 59.31173(W) AD(       ) 2
 NZ1156  NAD 27      -  42 56 36.90830(N)    122 32 55.16550(W) AD(       ) 2
 NZ1156  NGVD 29 (07/19/86) 1868.6    (m)         6131.     (f) VERT ANG    3  
 NZ1156
 NZ1156.Superseded values are not recommended for survey control.
 NZ1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1156.See file dsdata.txt to determine how the superseded data were derived.
 NZ1156
 NZ1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN3672854631(NAD 83)
 NZ1156_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NZ1156_SETTING: 66 = SET IN ROCK OUTCROP
 NZ1156
 NZ1156  HISTORY     - Date     Condition        Report By
 NZ1156  HISTORY     - 1953     MONUMENTED       CGS
 NZ1156  HISTORY     - 1967     SEE DESCRIPTION  CGS
 NZ1156
 NZ1156                          STATION DESCRIPTION
 NZ1156
 NZ1156'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (HSC)
 NZ1156'THE STATION IS LOCATED ON THE ROGUE-UMPQUA DIVIDE ON A PROMINENT
 NZ1156'BUTTE 20 MILES WEST OF CRATER LAKE, 144 FEET NORTHWEST OF ABBOTT
 NZ1156'L.O. AND 9 FEET SOUTHEAST OF CAIRN.  THE MARK, STAMPED ABBOTT
 NZ1156'1953, IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN BEDROCK.
 NZ1156'
 NZ1156'TO REACH THE STATION FROM UNION CREEK RANGER STATION IN UNION
 NZ1156'CREEK, GO SOUTH ON STATE HIGHWAY 230 FOR 4.6 MILES TO A SIDE ROAD
 NZ1156'RIGHT AND SIGN ABBOTT L.O., TURN RIGHT AND GO 0.5 MILE TO A
 NZ1156'T-ROAD, TURN RIGHT AND GO 1.3 MILES TO A FORK JUST AFTER CROSSING
 NZ1156'A BRIDGE OVER THE ROGUE RIVER, TAKE THE RIGHT ROAD AND GO 1 MILE
 NZ1156'TO A FORK, TAKE THE LEFT ROAD AND GO 2.4 MILES TO A FORK, TAKE
 NZ1156'RIGHT ROAD AND FOLLOW MAIN TRAVELED ROAD FOR 9.8 MILES TO WINDY
 NZ1156'GAP AND SIGN ABBOTT L.O. 3 MILES, THEN FOLLOW POSTED ROAD TO
 NZ1156'ABBOTT L.O. AND THE STATION AS DESCRIBED.
 NZ1156'
 NZ1156'REFERENCE MARK NO. 1, STAMPED ABBOTT NO 1 1953, IS A STANDARD
 NZ1156'DISK CEMENTED IN A DRILL HOLE IN A BOULDER.
 NZ1156'
 NZ1156'REFERENCE MARK NO. 2, STAMPED ABBOTT NO 2 1953, IS A STANDARD
 NZ1156'DISK CEMENTED IN A DRILL HOLE IN A BOULDER.
 NZ1156'
 NZ1156'NO AZIMUTH MARK WAS SET.
 NZ1156'
 NZ1156'A TRAVERSE CONNECTION WAS MADE TO ABBOTT NO 1 (USGS).  SEE
 NZ1156'DESCRIPTION THEREOF.
 NZ1156
 NZ1156                          STATION RECOVERY (1967)
 NZ1156
 NZ1156'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CAA)
 NZ1156'STATION MARK WAS FOUND DESTROYED, ALL OTHER MARKS WERE RECOVERED
 NZ1156'AS DESCRIBED AND ABBOTT 2 WAS SET IN BEDROCK ABOUT 4 FEET NORTH OF
 NZ1156'WHERE THE ORIGINAL STATION WAS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1155 ***********************************************************************
 NZ1155  DESIGNATION -  ABBOTT 1
 NZ1155  PID         -  NZ1155
 NZ1155  STATE/COUNTY-  OR/DOUGLAS
 NZ1155  USGS QUAD   -  ABBOTT BUTTE (1989)
 NZ1155
 NZ1155                         *CURRENT SURVEY CONTROL
 NZ1155  ___________________________________________________________________
 NZ1155* NAD 83(1991)-  42 56 35.13626(N)    122 32 57.76293(W)     ADJUSTED  
 NZ1155* NAVD 88     -      1870.     (meters)    6135.     (feet)  SCALED    
 NZ1155  ___________________________________________________________________
 NZ1155  LAPLACE CORR-           4.01  (seconds)                    DEFLEC99
 NZ1155  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 NZ1155  HORZ ORDER  -  SECOND
 NZ1155
 NZ1155.The horizontal coordinates were established by classical geodetic methods
 NZ1155.and adjusted by the National Geodetic Survey in October 1991.
 NZ1155
 NZ1155.The orthometric height was scaled from a topographic map.
 NZ1155
 NZ1155.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ1155
 NZ1155.The geoid height was determined by GEOID03.
 NZ1155
 NZ1155;                    North         East     Units Scale Factor Converg.
 NZ1155;SPC OR S     -   143,834.616 1,332,770.583   MT  0.99990231   -1 24 07.5
 NZ1155;SPC OR S     -   471,898.35  4,372,606.90   iFT  0.99990231   -1 24 07.5
 NZ1155;UTM  10      - 4,754,593.939   536,763.314   MT  0.99961663   +0 18 25.2
 NZ1155
 NZ1155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NZ1155!SPC OR S     -   0.99971039  x   0.99990231  =   0.99961273
 NZ1155!UTM  10      -   0.99971039  x   0.99961663  =   0.99932713
 NZ1155
 NZ1155                          SUPERSEDED SURVEY CONTROL
 NZ1155
 NZ1155  NAD 83(1986)-  42 56 35.13529(N)    122 32 57.77755(W) AD(       ) 2
 NZ1155  NAD 27      -  42 56 35.69380(N)    122 32 53.63140(W) AD(       ) 2
 NZ1155
 NZ1155.Superseded values are not recommended for survey control.
 NZ1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1155.See file dsdata.txt to determine how the superseded data were derived.
 NZ1155
 NZ1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN3676354594(NAD 83)
 NZ1155_MARKER: Z = SEE DESCRIPTION
 NZ1155_SETTING: 0 = UNSPECIFIED SETTING
 NZ1155_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ1155
 NZ1155  HISTORY     - Date     Condition        Report By
 NZ1155  HISTORY     - 1953     MONUMENTED       USGS
 NZ1155
 NZ1155                          STATION DESCRIPTION
 NZ1155
 NZ1155'DESCRIBED BY US GEOLOGICAL SURVEY 1953 (HSC)
 NZ1155'THE STATION IS A STANDARD U.S. GEOLOGICAL SURVEY DISK SET IN THE
 NZ1155'TOP OF A BOULDER 25 FEET EAST OF THE ABBOTT LOOKOUT HOUSE ON
 NZ1155'THE SUMMIT OF A PROMINENT BUTTE ON THE ROGUE-UMPQUA DIVIDE ABOUT
 NZ1155'25 MILES WEST OF CRATER LAKE.  MARK STAMPED ABBOTT 1935 NO 1.
 NZ1155'
 NZ1155'TO REACH THE STATION FROM THE UNION CREEK RANGER STATION, GO
 NZ1155'SOUTH ON STATE HIGHWAY 230 FOR 4.6 MILES THEN TURN RIGHT AND
 NZ1155'FOLLOW POSTED ROAD TO THE SUMMIT OF ABBOTT BUTTE AND THE STATION.
 NZ1155'
 NZ1155'A TRAVERSE CONNECTION WAS MADE TO STATION ABBOTT, THE DISTANCE
 NZ1155'BEING 167.75 FEET (51.130 METERS).
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1158 ***********************************************************************
 NZ1158  DESIGNATION -  ABBOTT 2
 NZ1158  PID         -  NZ1158
 NZ1158  STATE/COUNTY-  OR/DOUGLAS
 NZ1158  USGS QUAD   -  ABBOTT BUTTE (1989)
 NZ1158
 NZ1158                         *CURRENT SURVEY CONTROL
 NZ1158  ___________________________________________________________________
 NZ1158* NAD 83(1991)-  42 56 36.39977(N)    122 32 59.31220(W)     ADJUSTED  
 NZ1158* NAVD 88     -      1869.9    (meters)    6135.     (feet)  VERTCON   
 NZ1158  ___________________________________________________________________
 NZ1158  LAPLACE CORR-           4.10  (seconds)                    DEFLEC99
 NZ1158  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 NZ1158  HORZ ORDER  -  SECOND
 NZ1158
 NZ1158.The horizontal coordinates were established by classical geodetic methods
 NZ1158.and adjusted by the National Geodetic Survey in October 1991.
 NZ1158
 NZ1158.The NAVD 88 height was computed by applying the VERTCON shift value to
 NZ1158.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NZ1158
 NZ1158.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ1158
 NZ1158.The geoid height was determined by GEOID03.
 NZ1158
 NZ1158;                    North         East     Units Scale Factor Converg.
 NZ1158;SPC OR S     -   143,874.451 1,332,736.427   MT  0.99990229   -1 24 08.5
 NZ1158;SPC OR S     -   472,029.04  4,372,494.84   iFT  0.99990229   -1 24 08.5
 NZ1158;UTM  10      - 4,754,632.725   536,727.995   MT  0.99961659   +0 18 24.1
 NZ1158
 NZ1158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NZ1158!SPC OR S     -   0.99971044  x   0.99990229  =   0.99961275
 NZ1158!UTM  10      -   0.99971044  x   0.99961659  =   0.99932714
 NZ1158
 NZ1158|---------------------------------------------------------------------|
 NZ1158| PID    Reference Object                     Distance      Geod. Az  |
 NZ1158|                                                           dddmmss.s |
 NZ1158| NZ1157 ABBOTT RM 1                           6.798 METERS 09023     |
 NZ1158| CD8961 ABBOTT RM 2                           6.715 METERS 16047     |
 NZ1158| NZ1159 BUTLER BU                           APPROX.12.3 KM 2400039.5 |
 NZ1158|---------------------------------------------------------------------|
 NZ1158
 NZ1158                          SUPERSEDED SURVEY CONTROL
 NZ1158
 NZ1158  NAD 83(1986)-  42 56 36.39879(N)    122 32 59.32681(W) AD(       ) 2
 NZ1158  NAD 27      -  42 56 36.95720(N)    122 32 55.18176(W) AD(       ) 2
 NZ1158  NGVD 29 (07/19/86) 1868.7    (m)         6131.     (f) VERT ANG    3  
 NZ1158
 NZ1158.Superseded values are not recommended for survey control.
 NZ1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1158.See file dsdata.txt to determine how the superseded data were derived.
 NZ1158
 NZ1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN3672854633(NAD 83)
 NZ1158
 NZ1158  HISTORY     - Date     Condition        Report By
 NZ1158  HISTORY     - 1967     MONUMENTED       CGS
 NZ1158  HISTORY     - 1975     GOOD             OR-019
 NZ1158
 NZ1158                          STATION DESCRIPTION
 NZ1158
 NZ1158'DESCRIBED BY DOUGLAS COUNTY OREGON 1975 (FLI)
 NZ1158'STATION MARKS AND ROUTE DESCRIPTIONS ARE AS REPORTED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1154 ***********************************************************************
 NZ1154  DESIGNATION -  ABBOTT BUTTE LOOKOUT TOWER
 NZ1154  PID         -  NZ1154
 NZ1154  STATE/COUNTY-  OR/DOUGLAS
 NZ1154  USGS QUAD   -  ABBOTT BUTTE (1989)
 NZ1154
 NZ1154                         *CURRENT SURVEY CONTROL
 NZ1154  ___________________________________________________________________
 NZ1154* NAD 83(1991)-  42 56 35.25935(N)    122 32 58.05670(W)     ADJUSTED  
 NZ1154* NAVD 88     -              **(meters)            **(feet)            
 NZ1154  ___________________________________________________________________
 NZ1154  LAPLACE CORR-           4.03  (seconds)                    DEFLEC99
 NZ1154  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 NZ1154  HORZ ORDER  -  THIRD
 NZ1154
 NZ1154.The horizontal coordinates were established by classical geodetic methods
 NZ1154.and adjusted by the National Geodetic Survey in October 1991.
 NZ1154
 NZ1154
 NZ1154.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ1154
 NZ1154.The geoid height was determined by GEOID03.
 NZ1154
 NZ1154;                    North         East     Units Scale Factor Converg.
 NZ1154;SPC OR S     -   143,838.576 1,332,764.019   MT  0.99990231   -1 24 07.7
 NZ1154;SPC OR S     -   471,911.34  4,372,585.36   iFT  0.99990231   -1 24 07.7
 NZ1154;UTM  10      - 4,754,597.700   536,756.636   MT  0.99961662   +0 18 25.0
 NZ1154
 NZ1154                          SUPERSEDED SURVEY CONTROL
 NZ1154
 NZ1154  NAD 83(1986)-  42 56 35.25826(N)    122 32 58.07071(W) AD(       ) 4
 NZ1154  NAD 27      -  42 56 35.81700(N)    122 32 53.92500(W) AD(       ) 3
 NZ1154
 NZ1154.Superseded values are not recommended for survey control.
 NZ1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1154.See file dsdata.txt to determine how the superseded data were derived.
 NZ1154
 NZ1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN3675754598(NAD 83)
 NZ1154
 NZ1154  HISTORY     - Date     Condition        Report By
 NZ1154  HISTORY     - 1953     MONUMENTED       CGS
 NZ1154
 NZ1154                          STATION DESCRIPTION
 NZ1154
 NZ1154'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (HSC)
 NZ1154'THE STATION IS THE APEX OF THE LOOKOUT TOWER LOCATED ON THE
 NZ1154'SUMMIT OF ABBOTT BUTTE ON THE ROGUE-UMPQUA DIVIDE.  IT IS A 30
 NZ1154'FOOT WOODEN STRUCTURE WITH A 14 X 14 FOOT STANDARD OBSERVATION CAB
 NZ1154'ON THE TOP.  THE ELEVATION OF THE BUTTE IS APPROXIMATELY 6140
 NZ1154'FEET AND CAN BE REACHED BY ROAD.  INQUIRE AT THE UNION CREEK
 NZ1154'RANGER STATION AS TO THE MOST FEASIBLE ROUTE TO THE STATION.
 NZ1154'THE LOOKOUT TOWER IS 144 FEET SOUTHEAST OF STATION ABBOTT 1953.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2649 ***********************************************************************
 RD2649  DESIGNATION -  ABE
 RD2649  PID         -  RD2649
 RD2649  STATE/COUNTY-  OR/MARION
 RD2649  USGS QUAD   -  WOODBURN (1985)
 RD2649
 RD2649                         *CURRENT SURVEY CONTROL
 RD2649  ___________________________________________________________________
 RD2649* NAD 83(1991)-  45 11 16.18365(N)    122 46 12.41702(W)     ADJUSTED  
 RD2649* NAVD 88     -        49.     (meters)     161.     (feet)  VERTCON   
 RD2649  ___________________________________________________________________
 RD2649  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 RD2649  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 RD2649  HORZ ORDER  -  SECOND
 RD2649
 RD2649.The horizontal coordinates were established by classical geodetic methods
 RD2649.and adjusted by the National Geodetic Survey in October 1991.
 RD2649
 RD2649.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD2649.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD2649
 RD2649.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2649
 RD2649.The geoid height was determined by GEOID03.
 RD2649
 RD2649;                    North         East     Units Scale Factor Converg.
 RD2649;SPC OR N     -   171,539.591 2,321,636.593   MT  0.99989464   -1 36 35.8
 RD2649;SPC OR N     -   562,793.93  7,616,917.96   iFT  0.99989464   -1 36 35.8
 RD2649;UTM  10      - 5,003,841.844   518,059.093   MT  0.99960401   +0 09 47.1
 RD2649
 RD2649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2649!SPC OR N     -   0.99999593  x   0.99989464  =   0.99989057
 RD2649!UTM  10      -   0.99999593  x   0.99960401  =   0.99959994
 RD2649
 RD2649:                Primary Azimuth Mark                     Grid Az
 RD2649:SPC OR N     -  BONNEY                                   092 35 43.1
 RD2649:UTM  10      -  BONNEY                                   090 49 20.2
 RD2649
 RD2649|---------------------------------------------------------------------|
 RD2649| PID    Reference Object                     Distance      Geod. Az  |
 RD2649|                                                           dddmmss.s |
 RD2649| CE2334 BONNEY                                             0905907.3 |
 RD2649|---------------------------------------------------------------------|
 RD2649
 RD2649                          SUPERSEDED SURVEY CONTROL
 RD2649
 RD2649  NAD 83(1986)-  45 11 16.20543(N)    122 46 12.42777(W) AD(       ) 2
 RD2649  NAD 27      -  45 11 16.77257(N)    122 46 08.09316(W) AD(       ) 2
 RD2649  NGVD 29 (07/19/86)   48.     (m)          157.     (f) VERT ANG    3  
 RD2649
 RD2649.Superseded values are not recommended for survey control.
 RD2649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2649.See file dsdata.txt to determine how the superseded data were derived.
 RD2649
 RD2649_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1805903842(NAD 83)
 RD2649_MARKER: DD = SURVEY DISK
 RD2649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD2649_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RD2649
 RD2649  HISTORY     - Date     Condition        Report By
 RD2649  HISTORY     - 1972     MONUMENTED       LOCENG
 RD2649
 RD2649                          STATION DESCRIPTION
 RD2649
 RD2649'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972 (ADG)
 RD2649'THE STATION IS LOCATED ABOUT 1.9 MILES EAST AND 0.5 MILE NORTH OF
 RD2649'DOWNTOWN HUBBARD AND SITUATED ON THE SECTION LINE BETWEEN SECTIONS
 RD2649'26 AND 35 OF TOWNSHIP 4 SOUTH, RANGE 1 WEST, WILLAMETTE MERIDIAN,
 RD2649'MARION COUNTY, OREGON.
 RD2649'
 RD2649'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 99-E AND G STREET
 RD2649'IN THE CITY OF HUBBARD, GO EASTERLY ON G STREET 700 FEET TO MARKET
 RD2649'ROAD NO. 9 (HUBBARD-NEEDY RD), THEN GO EAST ON MARKET ROAD NO. 9
 RD2649'FOR A DISTANCE OF 1.74 MILES TO THE INTERSECTION WITH COUNTY ROAD
 RD2649'NO.  442 ON THE LEFT.  GO NORTHERLY ON COUNTY ROAD NO. 442, A
 RD2649'DISTANCE OF 0.59 MILE TO A PRIVATE LANE TO THE LEFT (WEST) THEN GO
 RD2649'WEST BETWEEN A HOP YARD ON THE NORTH SIDE AND A BEAN YARD ON THE
 RD2649'SOUTH SIDE FOR A DISTANCE OF 0.24 MILE TO THE END OF LANE AND
 RD2649'STATION MARK.  THERE IS A HOP YARD TO THE WEST ALSO.
 RD2649'
 RD2649'THE STATION MARK IS A MARION COUNTY BRASS DISK STAMPED MARION
 RD2649'COUNTY.  T4S, R1W.  S.W. COR C1 60 SET IN THE TOP OF A 6 INCH
 RD2649'CYLINDRICAL CONCRETE POST PROTRUDING 11 INCHES ABOVE THE GROUND.  A
 RD2649'WRINKLED TIN POST ABOUT 28 INCHES HIGH IS BESIDE MONUMENT.  THERE
 RD2649'IS NO UNDERGROUND STATION MARK FOR THIS STATION.
 RD2649'
 RD2649'AZIMUTH MARK IS STATION BONNEY WHICH IS 0.24 MILE EAST OF STATION ABE
 RD2649'AND IS A POINT OF INTERSECTION IN COUNTY ROAD NO. 442 AND ALSO A
 RD2649'PROMINENT LAND CORNER.  THE AZIMUTH MARK IS A MARION COUNTY BRASS
 RD2649'DISK STAMPED MARION COUNTY.  P.I. C.R. 442.  T4S. R.1 W., SET IN
 RD2649'TOP OF AN 8 INCH CYLINDRICAL CONCRETE POST 3 INCHES BELOW THE
 RD2649'SURFACE OF THE GRAVELED ROAD.  A MARION COUNTY CAST IRON BOX
 RD2649'ENCASED THE TOP OF THE CONCRETE POST AND HAS A METAL COVER EMBOSSED
 RD2649'WITH THE WORDS MARION COUNTY MONUMENT.  THERE IS NO
 RD2649'UNDERGROUND STATION MARK FOR THIS AZIMUTH MARK.
 RD2649'
 RD2649'NEAREST TOWN--HUBBARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3543 ***********************************************************************
 RD3543  DESIGNATION -  ABEL
 RD3543  PID         -  RD3543
 RD3543  STATE/COUNTY-  OR/MULTNOMAH
 RD3543  USGS QUAD   -  SAUVIE ISLAND (1990)
 RD3543
 RD3543                         *CURRENT SURVEY CONTROL
 RD3543  ___________________________________________________________________
 RD3543* NAD 83(1991)-  45 38 34.89496(N)    122 47 03.76763(W)     ADJUSTED  
 RD3543* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 RD3543  ___________________________________________________________________
 RD3543  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 RD3543  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 RD3543  HORZ ORDER  -  THIRD
 RD3543
 RD3543.The horizontal coordinates were established by classical geodetic methods
 RD3543.and adjusted by the National Geodetic Survey in October 1991.
 RD3543
 RD3543.The orthometric height was scaled from a topographic map.
 RD3543
 RD3543.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3543
 RD3543.The geoid height was determined by GEOID03.
 RD3543
 RD3543;                    North         East     Units Scale Factor Converg.
 RD3543;SPC OR N     -   222,136.842 2,321,946.297   MT  0.99992883   -1 37 12.2
 RD3543;SPC OR N     -   728,795.41  7,617,934.05   iFT  0.99992883   -1 37 12.2
 RD3543;SPC WA S     -    37,001.851   321,926.141   MT  1.00004856   -1 39 33.7
 RD3543;SPC WA S     -   121,396.91  1,056,186.01   sFT  1.00004856   -1 39 33.7
 RD3543;UTM  10      - 5,054,409.125   516,803.004   MT  0.99960347   +0 09 15.0
 RD3543
 RD3543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3543!SPC OR N     -   1.00000247  x   0.99992883  =   0.99993130
 RD3543!SPC WA S     -   1.00000247  x   1.00004856  =   1.00005103
 RD3543!UTM  10      -   1.00000247  x   0.99960347  =   0.99960594
 RD3543
 RD3543:                Primary Azimuth Mark                     Grid Az
 RD3543:SPC OR N     -  HALL                                     043 32 11.2
 RD3543:SPC WA S     -  HALL                                     043 34 32.7
 RD3543:UTM  10      -  HALL                                     041 45 44.0
 RD3543
 RD3543|---------------------------------------------------------------------|
 RD3543| PID    Reference Object                     Distance      Geod. Az  |
 RD3543|                                                           dddmmss.s |
 RD3543| RD3466 HALL                                APPROX. 1.5 KM 0415459.0 |
 RD3543| RD3474 GILLIHAN TANK                       APPROX. 0.8 KM 0641105.3 |
 RD3543| RD3442 WILLAMETTE RIVER ENT LIGHT 1        APPROX. 0.9 KM 0873824.4 |
 RD3543| RD3509 GILLIHAN LIGHT                      406.136 METERS 1023054.7 |
 RD3543| RD3425 POST OFFICE BAR LOWER LT            APPROX. 0.9 KM 2120509.8 |
 RD3543| CE1360 ABEL RM 1                            13.113 METERS 23008     |
 RD3543| CE2238 ABEL RM 2                            10.858 METERS 32026     |
 RD3543|---------------------------------------------------------------------|
 RD3543
 RD3543                          SUPERSEDED SURVEY CONTROL
 RD3543
 RD3543  NAD 83(1986)-  45 38 34.91416(N)    122 47 03.76921(W) AD(       ) 3
 RD3543  NAD 27      -  45 38 35.49300(N)    122 46 59.40600(W) AD(       ) 3
 RD3543
 RD3543.Superseded values are not recommended for survey control.
 RD3543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3543.See file dsdata.txt to determine how the superseded data were derived.
 RD3543
 RD3543_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1680354409(NAD 83)
 RD3543_MARKER: Z = SEE DESCRIPTION
 RD3543_SETTING: 0 = UNSPECIFIED SETTING
 RD3543
 RD3543  HISTORY     - Date     Condition        Report By
 RD3543  HISTORY     - 1938     MONUMENTED       CGS
 RD3543  HISTORY     - 1945     SEE DESCRIPTION  CGS
 RD3543  HISTORY     - 1960     SEE DESCRIPTION  CGS
 RD3543
 RD3543                          STATION DESCRIPTION
 RD3543
 RD3543'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (WMS)
 RD3543'THE STATION IS LOCATED ABOUT 1-1/4 MILES SW OF THE JUNCTION OF THE
 RD3543'WILLAMETTE AND COLUMBIA RIVERS, AND 250 METERS FROM THE N BANK OF
 RD3543'THE WILLAMETTE RIVER ON THE S EDGE OF THE RIGHT-OF-WAY OF THE
 RD3543'COUNTRY ROAD RUNNING ALONG THE S END OF SAUVIE ISLAND.  IT IS JUST
 RD3543'W OF THE LANE LEADING INTO MR. SCHNABLES DAIRY FARM.
 RD3543'
 RD3543'STATION MARK IS A STANDARD DISK SET IN CONCRETE IN A 4-FOOT LENGTH
 RD3543'OF 4-INCH CAST-IRON SOIL PIPE EXTENDING 6 INCHES ABOVE THE SURFACE.
 RD3543'
 RD3543'REFERENCE MARKS NO.1 AND NO.2 ARE STANDARD DISKS WITH ARROWS
 RD3543'POINTING TOWARD STATION SET IN CONCRETE IN 2-1/2 FOOT LENGTH OF
 RD3543'4-INCH CAST-IRON SOIL PIPE EXTENDING 4 INCHES ABOVE SURFACE.
 RD3543
 RD3543                          STATION RECOVERY (1945)
 RD3543
 RD3543'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (RAE)
 RD3543'EXTENSIVE DIGGING IN THE AREA WHERE THIS STATION WAS LOCATED FAILED
 RD3543'TO REVEAL IT.  REFERENCE MARK 1 AND THIS STATION WERE PROBABLY
 RD3543'DESTROYED BY PLOWING ALONG THE FENCE WHICH REPLACED THE OLD
 RD3543'HEDGEROW.
 RD3543'
 RD3543'REFERENCE MARK 2 WAS RECOVERED IN GOOD CONDITION.  IT IS LOCATED 54
 RD3543'METERS NW OF THE CENTER LINE OF THE COUNTY ROAD AND 127 METERS S
 RD3543'OF THE CENTER LINE OF THE DRIVEWAY LEADING TO THE FARM OF
 RD3543'F. SHIELDS.  THIS REFERENCE MARK IS STAMPED ABEL R M 2 1938 AND
 RD3543'IS FLUSH WITH THE GROUND.
 RD3543'
 RD3543'IT IS RECOMMENDED THAT THE STATION AND REFERENCE MARK 1 BE
 RD3543'CLASSIFIED AS LOST.
 RD3543
 RD3543                          STATION RECOVERY (1960)
 RD3543
 RD3543'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ANS)
 RD3543'THIS STATION WAS SEARCHED FOR BUT NOT RECOVERED.  REFERENCE MARK
 RD3543'NO.1 WAS FOUND NEAR WHERE THE STATION SHOULD BE.  IT HAD BEEN PLOWED
 RD3543'OR DUG OUT AND WAS LYING IN THE FENCE LINE.
 RD3543'
 RD3543'IT IS BELIEVED THAT THIS STATION HAS BEEN DESTROYED BY FARM
 RD3543'MACHINERY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0773 ***********************************************************************
 NY0773  DESIGNATION -  ABERT RIM
 NY0773  PID         -  NY0773
 NY0773  STATE/COUNTY-  OR/LAKE
 NY0773  USGS QUAD   -  LITTLE HONEY CREEK (1968)
 NY0773
 NY0773                         *CURRENT SURVEY CONTROL
 NY0773  ___________________________________________________________________
 NY0773* NAD 83(1991)-  42 23 18.08818(N)    120 14 05.02102(W)     ADJUSTED  
 NY0773* NAVD 88     -      2298.6    (meters)    7541.     (feet)  VERTCON   
 NY0773  ___________________________________________________________________
 NY0773  LAPLACE CORR-           7.78  (seconds)                    DEFLEC99
 NY0773  GEOID HEIGHT-         -20.51  (meters)                     GEOID03
 NY0773  HORZ ORDER  -  SECOND
 NY0773
 NY0773.The horizontal coordinates were established by classical geodetic methods
 NY0773.and adjusted by the National Geodetic Survey in October 1991.
 NY0773
 NY0773.The NAVD 88 height was computed by applying the VERTCON shift value to
 NY0773.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NY0773
 NY0773.The Laplace correction was computed from DEFLEC99 derived deflections.
 NY0773
 NY0773.The geoid height was determined by GEOID03.
 NY0773
 NY0773;                    North         East     Units Scale Factor Converg.
 NY0773;SPC OR S     -    80,203.401 1,521,843.511   MT  0.99998660   +0 10 53.3
 NY0773;SPC OR S     -   263,134.52  4,992,924.90   iFT  0.99998660   +0 10 53.3
 NY0773;UTM  10      - 4,696,601.187   727,623.663   MT  1.00023754   +1 51 54.0
 NY0773
 NY0773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NY0773!SPC OR S     -   0.99964284  x   0.99998660  =   0.99962945
 NY0773!UTM  10      -   0.99964284  x   1.00023754  =   0.99988030
 NY0773
 NY0773|---------------------------------------------------------------------|
 NY0773| PID    Reference Object                     Distance      Geod. Az  |
 NY0773|                                                           dddmmss.s |
 NY0773| NY0774 ABERT RIM LOOKOUT TOWER              50.353 METERS 09153     |
 NY0773| CD5757 ABERT RIM RM 1                        5.848 METERS 11204     |
 NY0773| NY0769 DRAKE PEAK LOOKOUT HOUSE            APPROX.11.6 KM 1470037.5 |
 NY0773| CD5758 ABERT RIM RM 2                        7.947 METERS 18920     |
 NY0773|---------------------------------------------------------------------|
 NY0773
 NY0773                          SUPERSEDED SURVEY CONTROL
 NY0773
 NY0773  NAD 83(1986)-  42 23 18.09273(N)    120 14 05.01952(W) AD(       ) 2
 NY0773  NAD 27      -  42 23 18.52200(N)    120 14 01.17100(W) AD(       ) 2
 NY0773  NGVD 29 (07/19/86) 2297.3    (m)         7537.     (f) VERT ANG    3  
 NY0773
 NY0773.Superseded values are not recommended for survey control.
 NY0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0773.See file dsdata.txt to determine how the superseded data were derived.
 NY0773
 NY0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGM2762496601(NAD 83)
 NY0773
 NY0773  HISTORY     - Date     Condition        Report By
 NY0773  HISTORY     - 1948     MONUMENTED       USFS
 NY0773  HISTORY     - 1977     SEE DESCRIPTION  NGS
 NY0773
 NY0773                          STATION DESCRIPTION
 NY0773
 NY0773'DESCRIBED BY US FOREST SERVICE 1948 (MTP)
 NY0773'THE STATION IS ON THE SUMMIT OF ABERT RIM ABOUT 7 MILES
 NY0773'SOUTH-SOUTHEAST OF VALLEY FALLS, 15 MILES NORTH-NORTHEAST OF
 NY0773'LAKEVIEW, AND 4 MILES EAST OF U.S. HIGHWAY 395.
 NY0773'
 NY0773'THE STATION MARK IS SET IN A DEPRESSION OF A 6X18 INCH BED ROCK
 NY0773'PROJECTING 2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 16
 NY0773'FEET EAST OF THE WEST EDGE OF THE RIM ROCK, 12 FEET SOUTHWEST OF
 NY0773'THE SOUTHEAST CORNER OF THE ABERT RIM LOOKOUT LIVING QUARTERS, AND
 NY0773'4 FEET SOUTH OF THE SOUTH SIDE OF THE LIVING QUARTERS.  THE
 NY0773'STATION MARK IS A U.S. DEPARTMENT OF AGRICULTURE FOREST SERVICE
 NY0773'MARK STAMPED ABERT RIM 1935.
 NY0773'
 NY0773'REFERENCE MARK NO. 1 IS SET FLUSH IN A 2X3 FOOT BOULDER
 NY0773'PROJECTING 10 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 35
 NY0773'FEET EAST OF THE WEST EDGE OF THE RIM ROCK, 12 FEET SOUTHEAST OF
 NY0773'THE SOUTHEAST CORNER OF THE LOOKOUT LIVING QUARTERS, AND IS ON
 NY0773'THE EAST EDGE OF A PATHWAY LEADING TO THE LIVING QUARTERS.  IT
 NY0773'IS STAMPED ABERT RIM NO 1 1948 (USFS).
 NY0773'
 NY0773'REFERENCE MARK NO. 2 IS A STANDARD DISC SET FLUSH IN A 5X5X3
 NY0773'BOULDER PROJECTING 3 FEET ABOVE THE SURFACE OF THE GROUND.  IT
 NY0773'IS 32 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE LOOKOUT
 NY0773'LIVING QUARTERS, AND 16 FEET EAST OF THE WEST EDGE OF THE RIM
 NY0773'ROCK.  IT IS STAMPED ABERT RIM 1948 NO 2 (USFS).
 NY0773'
 NY0773'AS NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION THE APEX
 NY0773'OF THE DRAKE PEAK LOOKOUT WAS USED.  IT IS ABOUT 7 MILES SOUTHEAST
 NY0773'OF THE STATION AND AT THE SUMMIT OF DRAKE PEAK.
 NY0773'
 NY0773'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 395 AND STATE HIGHWAY
 NY0773'66, GO NORTH ON HIGHWAY 395 FOR 11.3 MILES, TAKE RIGHT FORK AS
 NY0773'PER SIGN ABERT RIM L.O.9 AND GO 0.2 MILE, CONTINUE STRAIGHT AHEAD
 NY0773'FOR 0.9 MILE, TAKE LEFT FORK AT SIGN ABERT RIM L.O. 7 AND GO
 NY0773'1.7 MILES, TAKE RIGHT FORK AS PER SIGN ABERT RIM L.O. 6 AND GO
 NY0773'4.4 MILES TO SIGN ABERT RIM L.O. 2, HERE TAKE LEFT FORK AND GO
 NY0773'AS PER SIGN FOR 1.9 MILES TO THE LOOKOUT TOWER.  THE STATION IS
 NY0773'LOCATED 165.2 FEET EAST OF THE TOWER AS DESCRIBED.
 NY0773
 NY0773                          STATION RECOVERY (1977)
 NY0773
 NY0773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 NY0773'NOT OCCUPIED THIS DATE
 NY0773'
 NY0773'PREVIOUS DESCRIPTION FOUND IN BOOK NO. 987, PAGE 7.
 NY0773'
 NY0773'THE STATION MARK, AND BOTH REFERENCE MARKS WERE RECOVERED IN
 NY0773'GOOD CONDITION.  THE 1948 DESCRIPTION IS ADEQUATE WITH THE
 NY0773'FOLLOWING ADDITIONS.  THE ABERT RIM LOOKOUT TOWER HAS BEEN REMOVED,
 NY0773'BUT THE FOUR CONCRETE FOUNDATION BLOCKS FOR THE TOWER LEGS ARE
 NY0773'STILL IN PLACE, AND THE STATION IS WEST OF SITE OF THE FORMER
 NY0773'LOOKOUT, RATHER THAN EAST AS DESCRIBED IN THE 1948 DESCRIPTION.
 NY0773'
 NY0773'LANDMARKS HAVE CHANGED, AND THE ORIGINAL TO REACH IS OBSOLETE.  A
 NY0773'NEW TO REACH FOLLOWS.
 NY0773'
 NY0773'TO REACH THE STATION FROM THE LAKEVIEW POST OFFICE GO NORTH ON G
 NY0773'STREET FOR 0.25 MILE TO THE JUNCTION WITH U.S. HIGHWAY 395, AND
 NY0773'STATE HIGHWAY 140, GO NORTH ON U.S. HIGHWAY 395 FOR 12.2 MILES TO
 NY0773'A SIDE ROAD RIGHT, TURN RIGHT, AND GO NORTHEAST FOR 0.2 MILE TO
 NY0773'A FORK, TAKE THE LEFT FORK, AND CONTINUE NORTHEASTERLY FOR 0.9
 NY0773'MILE TO A FORK, TAKE THE LEFT FORK AS PER SIGN, ABERT RIM L.O.
 NY0773'7, AND GO NORTHEAST FOR 1.6 MILES TO A FORK, TAKE THE RIGHT
 NY0773'FORK, AND GO NORTHEAST FOR 3.4 MILES TO A CROSSROAD.  TURN
 NY0773'RIGHT AS PER SIGN, ABERT RIM L.O. 3, AND GO SOUTHEAST FOR
 NY0773'0.9 MILE TO A REVERSE Y, TURN SHARP LEFT AS PER SIGN,
 NY0773'SHERMAN VALLEY 1, AND GO NORTH FOR 0.35 MILE TO A SIDE ROAD
 NY0773'LEFT.  TURN LEFT AS PER SIGN, DEAD END 3, AND GO NORTHWEST FOR 2.7
 NY0773'MILES TO THE END OF THE ROAD, AND THE STATION WEST OF THE
 NY0773'SITE OF THE FORMER LOOKOUT TOWER.
 NY0773'
 NY0773'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NY0773'15 MILES NNE OF LAKEVIEW.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AI5710 ***********************************************************************
 AI5710  DESIGNATION -  AC
 AI5710  PID         -  AI5710
 AI5710  STATE/COUNTY-  OR/MALHEUR
 AI5710  USGS QUAD   -  ANDERSON RESERVOIR (1979)
 AI5710
 AI5710                         *CURRENT SURVEY CONTROL
 AI5710  ___________________________________________________________________
 AI5710* NAD 83(1986)-  42 42 39.     (N)    117 51 39.     (W)     SCALED    
 AI5710* NAVD 88     -      1207.184  (meters)    3960.57   (feet)  ADJUSTED  
 AI5710  ___________________________________________________________________
 AI5710  GEOID HEIGHT-         -18.36  (meters)                     GEOID03
 AI5710  DYNAMIC HT  -        1206.538 (meters)    3958.45  (feet)  COMP
 AI5710  MODELED GRAV-     980,043.8   (mgal)                       NAVD 88
 AI5710
 AI5710  VERT ORDER  -  SECOND    CLASS I
 AI5710
 AI5710.The horizontal coordinates were scaled from a topographic map and have
 AI5710.an estimated accuracy of +/- 6 seconds.
 AI5710
 AI5710.The orthometric height was determined by differential leveling
 AI5710.and adjusted in July 2002.
 AI5710.No vertical observational check was made to the station.
 AI5710
 AI5710.The geoid height was determined by GEOID03.
 AI5710
 AI5710.The dynamic height is computed by dividing the NAVD 88
 AI5710.geopotential number by the normal gravity value computed on the
 AI5710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI5710.degrees latitude (g = 980.6199 gals.).
 AI5710
 AI5710.The modeled gravity was interpolated from observed gravity values.
 AI5710
 AI5710;                    North         East    Units  Estimated Accuracy
 AI5710;SPC OR S     -   119,400.    1,716,160.      MT  (+/- 180 meters Scaled)
 AI5710
 AI5710                          SUPERSEDED SURVEY CONTROL
 AI5710
 AI5710.No superseded survey control is available for this station.
 AI5710
 AI5710_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH295290(NAD 83)
 AI5710_MARKER: DD = SURVEY DISK
 AI5710_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AI5710+WITH SETTING: INFORMATION.
 AI5710_STAMPING: AC
 AI5710_MARK LOGO: ORHD  
 AI5710_MAGNETIC: I = MARKER IS A STEEL ROD
 AI5710_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI5710_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5710+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2000
 AI5710
 AI5710  HISTORY     - Date     Condition        Report By
 AI5710  HISTORY     - UNK      MONUMENTED       ORHD
 AI5710  HISTORY     - 20000316 GOOD             NGS
 AI5710
 AI5710                          STATION DESCRIPTION
 AI5710
 AI5710'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 AI5710'7.6 KM (4.70 MI) SOUTHERLY ALONG U.S. HIGHWAY 95 FROM THE MOST
 AI5710'EASTERLY JUNCTION OF STATE HIGHWAY 78 AT BURNS JUNCTION, 19.2 M (63.0
 AI5710'FT) WEST OF THE HIGHWAY CENTERLINE, 0.4 M (1.3 FT) NORTH OF A WITNESS
 AI5710'POST, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY. NOTE--THE
 AI5710'MARK IS ON THE HIGHWAY RIGHT-OF-WAY.  THE ROD DEPTH IS UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0856 ***********************************************************************
 PC0856  DESIGNATION -  ACKER ROCK LO
 PC0856  PID         -  PC0856
 PC0856  STATE/COUNTY-  OR/DOUGLAS
 PC0856  USGS QUAD   -  ACKER ROCK (1989)
 PC0856
 PC0856                         *CURRENT SURVEY CONTROL
 PC0856  ___________________________________________________________________
 PC0856* NAD 83(1991)-  43 03 07.95933(N)    122 38 47.11415(W)     ADJUSTED  
 PC0856* NAVD 88     -      1254.     (meters)    4114.     (feet)  SCALED    
 PC0856  ___________________________________________________________________
 PC0856  LAPLACE CORR-           9.13  (seconds)                    DEFLEC99
 PC0856  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 PC0856  HORZ ORDER  -  SECOND
 PC0856
 PC0856.The horizontal coordinates were established by classical geodetic methods
 PC0856.and adjusted by the National Geodetic Survey in October 1991.
 PC0856
 PC0856.The orthometric height was scaled from a topographic map.
 PC0856
 PC0856.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC0856
 PC0856.The geoid height was determined by GEOID03.
 PC0856
 PC0856;                    North         East     Units Scale Factor Converg.
 PC0856;SPC OR S     -   156,149.935 1,325,164.265   MT  0.99989666   -1 28 06.5
 PC0856;SPC OR S     -   512,302.94  4,347,651.79   iFT  0.99989666   -1 28 06.5
 PC0856;UTM  10      - 4,766,673.412   528,795.273   MT  0.99961020   +0 14 29.0
 PC0856
 PC0856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC0856!SPC OR S     -   0.99980701  x   0.99989666  =   0.99970369
 PC0856!UTM  10      -   0.99980701  x   0.99961020  =   0.99941728
 PC0856
 PC0856                          SUPERSEDED SURVEY CONTROL
 PC0856
 PC0856  NAD 83(1986)-  43 03 07.95873(N)    122 38 47.12975(W) AD(       ) 2
 PC0856  NAD 27      -  43 03 08.52280(N)    122 38 42.96850(W) AD(       ) 2
 PC0856
 PC0856.Superseded values are not recommended for survey control.
 PC0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0856.See file dsdata.txt to determine how the superseded data were derived.
 PC0856
 PC0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN2879566673(NAD 83)
 PC0856_MARKER: DD = SURVEY DISK
 PC0856_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 PC0856_STAMPING: ACKER ROCK L.O 1934
 PC0856_MARK LOGO: USFS  
 PC0856_MAGNETIC: N = NO MAGNETIC MATERIAL
 PC0856_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PC0856
 PC0856  HISTORY     - Date     Condition        Report By
 PC0856  HISTORY     - 1934     MONUMENTED       USFS
 PC0856  HISTORY     - 1953     GOOD             NGS
 PC0856  HISTORY     - 19810818 GOOD             NGS
 PC0856
 PC0856                          STATION DESCRIPTION
 PC0856
 PC0856'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953 (CTH)
 PC0856'LOCATED ON THE TOP OF ACKER ROCK.  IT IS A STANDARD USFS DISK
 PC0856'CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP, ON A NARROW LEDGE,
 PC0856'10.4 FEET NORTHWEST OF THE NORTHEAST CORNER OF THE LOOKOUT HOUSE
 PC0856'AND 2 FEET LOWER THAN THE BASE OF THE HOUSE.  A TRAVERSE
 PC0856'CONNECTION WAS MADE TO IT FROM STATION ACKER ROCK 1953 AND ITS
 PC0856'DISTANCE IS 47.21 FEET AND 14.39 METERS.
 PC0856
 PC0856                          STATION RECOVERY (1981)
 PC0856
 PC0856'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 PC0856'THE STATION WAS RECOVERED IN GOOD CONDITION.  IT IS LOCATED ABOUT 27.2
 PC0856'KM (16.90 MI) NORTHEAST OF TILLED, 2.4 KM (1.50 MI) SOUTHEAST OF THE
 PC0856'SOUTH UMPQUA RIVER AND ON A PROMINENT ROCK PEAK CALLED ACKER ROCK.
 PC0856'REACH FROM THE RANGER STATION IN TILLER, GO WEST ACROSS BRIDGE 0.16 KM
 PC0856'(0.10 MI) TURN RIGHT ON HIGHWAY 46 AND GO 19.0 M (62.3 FT) TO DUMONT
 PC0856'CREEK CAMPGROUND, CONTINUE EAST ON PAVED ROAD AND GO 11.0 KM (6.85 MI)
 PC0856'TO A ROAD RIGHT, TURN RIGHT ACROSS BRIDGE AND GO 0.24 KM (0.15 MI) TO
 PC0856'A ROCK FORK, KEEP LEFT ON ROAD 29 AND GO 9.1 KM (5.65 MI) TO A T
 PC0856'JUNCTION, TURN LEFT ON ROAD 2838 AND GO 2.56 K TO A ROAD FORK, TURN
 PC0856'LEFT ON ROAD 291J AND GO 19.2 KM (11.95 MI) TO THE END OF THE ROAD AND
 PC0856'TRUCK TRAVEL.  PACK SOUTHERLY UP GOOD TRAIL TO THE TOP OF HILL AND
 PC0856'STATION.  IT IS ABOUT A 15 MINUTE PACK.  THE STATION IS A USFS DISK
 PC0856'STAMPED---ACKER ROCK L.O 1934--, SET INTO A DRILL HOLE IN A ROCK
 PC0856'LEDGE.  IT IS 2.4 METERS (7.9 FT) NORTHWEST OF NORTHEAST CORNER OF
 PC0856'LOOKOUT HOUSE 1.8 METERS (5.9 FT) NORTH OF A LARGE DRILL HOLE IN THE
 PC0856'LEDGE AND 1 METER (3.3 FT) LOWER THAN THE LOOKOUT HOUSE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0857 ***********************************************************************
 PC0857  DESIGNATION -  ACKER ROCK LOOKOUT HOUSE
 PC0857  PID         -  PC0857
 PC0857  STATE/COUNTY-  OR/DOUGLAS
 PC0857  USGS QUAD   -  ACKER ROCK (1989)
 PC0857
 PC0857                         *CURRENT SURVEY CONTROL
 PC0857  ___________________________________________________________________
 PC0857* NAD 83(1991)-  43 03 07.77392(N)    122 38 47.09377(W)     ADJUSTED  
 PC0857* NAVD 88     -      1254.     (meters)    4114.     (feet)  SCALED    
 PC0857  ___________________________________________________________________
 PC0857  LAPLACE CORR-           9.13  (seconds)                    DEFLEC99
 PC0857  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 PC0857  HORZ ORDER  -  THIRD
 PC0857
 PC0857.The horizontal coordinates were established by classical geodetic methods
 PC0857.and adjusted by the National Geodetic Survey in October 1991.
 PC0857
 PC0857.The orthometric height was scaled from a topographic map.
 PC0857
 PC0857.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC0857
 PC0857.The geoid height was determined by GEOID03.
 PC0857
 PC0857;                    North         East     Units Scale Factor Converg.
 PC0857;SPC OR S     -   156,144.204 1,325,164.580   MT  0.99989666   -1 28 06.5
 PC0857;SPC OR S     -   512,284.13  4,347,652.82   iFT  0.99989666   -1 28 06.5
 PC0857;UTM  10      - 4,766,667.694   528,795.758   MT  0.99961020   +0 14 29.0
 PC0857
 PC0857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC0857!SPC OR S     -   0.99980701  x   0.99989666  =   0.99970369
 PC0857!UTM  10      -   0.99980701  x   0.99961020  =   0.99941728
 PC0857
 PC0857                          SUPERSEDED SURVEY CONTROL
 PC0857
 PC0857  NAD 83(1986)-  43 03 07.77333(N)    122 38 47.10937(W) AD(       ) 4
 PC0857  NAD 27      -  43 03 08.33700(N)    122 38 42.94800(W) AD(       ) 3
 PC0857
 PC0857.Superseded values are not recommended for survey control.
 PC0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0857.See file dsdata.txt to determine how the superseded data were derived.
 PC0857
 PC0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN2879666668(NAD 83)
 PC0857
 PC0857  HISTORY     - Date     Condition        Report By
 PC0857  HISTORY     - 1953     MONUMENTED       CGS
 PC0857
 PC0857                          STATION DESCRIPTION
 PC0857
 PC0857'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 PC0857'STATION IS THE CENTER OF A WOOD FIRE LOOKOUT HOUSE, OWNED AND
 PC0857'MAINTAINED BY THE U. S. FOREST SERVICE, ON THE HIGHEST POINT OF
 PC0857'ACKER ROCK.  A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION
 PC0857'STATION ACKER ROCK 1953.  DISTANCE TO CENTER OF HOUSE IS 9.19
 PC0857'METERS, 30.16 FEET.  DISTANCE TO SOUTH GABLE OF HOUSE IS 7.06
 PC0857'METERS, 23.18 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0855 ***********************************************************************
 PC0855  DESIGNATION -  ACKER ROCK RESET
 PC0855  PID         -  PC0855
 PC0855  STATE/COUNTY-  OR/DOUGLAS
 PC0855  USGS QUAD   -  ACKER ROCK (1989)
 PC0855
 PC0855                         *CURRENT SURVEY CONTROL
 PC0855  ___________________________________________________________________
 PC0855* NAD 83(1991)-  43 03 07.53459(N)    122 38 46.85183(W)     ADJUSTED  
 PC0855* NAVD 88     -      1253.9    (meters)    4114.     (feet)  VERTCON   
 PC0855  ___________________________________________________________________
 PC0855  LAPLACE CORR-           9.14  (seconds)                    DEFLEC99
 PC0855  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 PC0855  HORZ ORDER  -  SECOND
 PC0855
 PC0855.The horizontal coordinates were established by classical geodetic methods
 PC0855.and adjusted by the National Geodetic Survey in October 1991.
 PC0855
 PC0855.The NAVD 88 height was computed by applying the VERTCON shift value to
 PC0855.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PC0855
 PC0855.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC0855
 PC0855.The geoid height was determined by GEOID03.
 PC0855
 PC0855;                    North         East     Units Scale Factor Converg.
 PC0855;SPC OR S     -   156,136.681 1,325,169.863   MT  0.99989667   -1 28 06.3
 PC0855;SPC OR S     -   512,259.45  4,347,670.15   iFT  0.99989667   -1 28 06.3
 PC0855;UTM  10      - 4,766,660.335   528,801.263   MT  0.99961020   +0 14 29.1
 PC0855
 PC0855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC0855!SPC OR S     -   0.99980704  x   0.99989667  =   0.99970373
 PC0855!UTM  10      -   0.99980704  x   0.99961020  =   0.99941732
 PC0855
 PC0855|---------------------------------------------------------------------|
 PC0855| PID    Reference Object                     Distance      Geod. Az  |
 PC0855|                                                           dddmmss.s |
 PC0855| CD8962 ACKER ROCK RM 1                      14.810 METERS 13909     |
 PC0855| NZ1159 BUTLER BU                           APPROX.18.4 KM 1883120.2 |
 PC0855| PC0857 ACKER ROCK LOOKOUT HOUSE              9.194 METERS 32327     |
 PC0855| CD8963 ACKER ROCK RM 2                                    33415     |
 PC0855| PC0856 ACKER ROCK LO                        14.389 METERS 33538     |
 PC0855|---------------------------------------------------------------------|
 PC0855
 PC0855                          SUPERSEDED SURVEY CONTROL
 PC0855
 PC0855  NAD 83(1986)-  43 03 07.53399(N)    122 38 46.86742(W) AD(       ) 2
 PC0855  NAD 27      -  43 03 08.09810(N)    122 38 42.70620(W) AD(       ) 2
 PC0855  NGVD 29 (07/19/86) 1252.8    (m)         4110.     (f) VERT ANG    3  
 PC0855
 PC0855.Superseded values are not recommended for survey control.
 PC0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0855.See file dsdata.txt to determine how the superseded data were derived.
 PC0855
 PC0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN2880166660(NAD 83)
 PC0855_MARKER: DH = HORIZONTAL CONTROL DISK
 PC0855_SETTING: 66 = SET IN ROCK OUTCROP
 PC0855_STAMPING: ACKER ROCK 1953 1981
 PC0855_MARK LOGO: NGS   
 PC0855_MAGNETIC: N = NO MAGNETIC MATERIAL
 PC0855_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PC0855+STABILITY: POSITION/ELEVATION WELL
 PC0855
 PC0855  HISTORY     - Date     Condition        Report By
 PC0855  HISTORY     - 1981     MONUMENTED       NGS
 PC0855
 PC0855                          STATION DESCRIPTION
 PC0855
 PC0855'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 PC0855'THE STATION MARK DISK, REFERENCE MARKS 1 AND 2 DISKS WERE ALL MISSING.
 PC0855'THE DRILL HOLES REMAIN.  A NEW SURFACE DISK AND REFERENCE MARK 3 AND 4
 PC0855'WERE ESTABLISHED AT THIS TIME.  THE NEW REFERENCE MARKS WERE PUT INTO
 PC0855'THE SAME DRILL HOLES AS REFERENCE MARKS 1 AND 2.  THE STATION AND
 PC0855'STATION ACKER ROCK L.O USFS ARE NOT INTERVISABLE DUE TO THE LOOKOUT
 PC0855'HOUSE ON LINE.  THE STATION IS LOCATED ABOUT 27.2 KM (16.90 MI)
 PC0855'NORTHEAST OF TILLER AND 2.4 KM (1.50 MI) SOUTHEAST OF THE SOUTH UMPQUA
 PC0855'RIVER ON A PROMINENT ROCKY PEAK CALLED ACKER ROCK.  TO REACH THE
 PC0855'STATION FROM THE RANGER STATION IN TILLER GO WEST ACROSS BRIDGE .16 KM
 PC0855'(0.10 MI) TURN RIGHT ON HIGHWAY 46 AND GO 19.0 KM (11.80 MI) TO DUMONT
 PC0855'CREEK CAMPGROUND, CONTINUE EAST ON PAVED ROAD AND GO 11.0 KM (6.85 MI)
 PC0855'TO A ROAD RIGHT, TURN RIGHT ACROSS BRIDGE AND GO 0.24 KM (0.15 MI) TO
 PC0855'A FORK, KEEP LEFT ON ROAD 29 AND GO 9.1 KM (5.65 MI) TO A T JUNCTION,
 PC0855'TURN LEFT ON ROAD 2838 AND GO 2.6 KM (1.60 MI) TO A ROAD FORK, TURN
 PC0855'LEFT ON ROAD 291J AND GO 1.9 KM (1.20 MI) TO END OF ROAD AND END OF
 PC0855'TRUCK TRAVEL.  PACK SOUTH UP GOOD TRAIL TO TOP OF HILL AND STATION.
 PC0855'IT IS ABOUT A 15 MINUTE PACK.
 PC0855' 
 PC0855'THE STATION IS A STANDARD NGS DISK STAMPED--ACKER ROCK 1953 1981--,
 PC0855'SET INTO A ROCK LEDGE, 15 METERS (49.2 FT) LARGEST DIMENSION.  THE
 PC0855'STATION IS LOCATED 17.7 METERS (58.1 FT) SOUTHEAST FROM THE SOUTHWEST
 PC0855'CORNER OF THE LOOKOUT HOUSE, 8.5 METERS (27.9 FT) SOUTH FROM A
 PC0855'FLAGPOLE, .025 METERS (0.082 FT) EAST FROM A FENCE.  REFERENCE MARK NO
 PC0855'3, IS A STANDARD NGS DISK STAMPED--ACKER ROCK 1953 NO 3 1981--, SET
 PC0855'INTO ROCK OUTCROP. THE STATION IS LOCATED 1.3 METERS (4.3 FT) SOUTH
 PC0855'FROM THE DOOR INTO THE LOOKOUT HOUSE, 1.07 METERS (3.51 FT)
 PC0855'WEST-SOUTHWEST FROM A FLAGPOLE, 0.67 METERS (2.20 FT) SOUTH-SOUTHEAST
 PC0855'FROM THE NORTH END OF A FENCE, AND 0.3 METERS (1.0 FT) HIGHER THAN THE
 PC0855'STATION.  REFERENCE MARK NO 4, IS A STANDARD NGS DISK STAMPED--ACKER
 PC0855'ROCK 1953 NO 4 1981--, SET INTO ROCK OUTCROP, 4 METERS (13.1 FT)
 PC0855'LARGEST DIMENSIION. THE STATION IS LOCATED 5.0 METERS (16.4 FT) SOUTH
 PC0855'FROM THE BOTTOM STEP LEADING TO THE LOOKOUT HOUSE, 0.8 METERS (2.6 FT)
 PC0855'EAST FROM THE WEST SIDE OF THE ROCK, AND 5.0 METERS (16.4 FT) LOWER
 PC0855'THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA1202 ***********************************************************************
 RA1202  DESIGNATION -  ACKERS
 RA1202  PID         -  RA1202
 RA1202  STATE/COUNTY-  OR/WALLOWA
 RA1202  USGS QUAD   -  AKERS BUTTE (1984)
 RA1202
 RA1202                         *CURRENT SURVEY CONTROL
 RA1202  ___________________________________________________________________
 RA1202* NAD 83(1991)-  45 42 54.13999(N)    117 35 04.64147(W)     ADJUSTED  
 RA1202* NAVD 88     -      1351.7    (meters)    4435.     (feet)  VERTCON   
 RA1202  ___________________________________________________________________
 RA1202  LAPLACE CORR-           5.70  (seconds)                    DEFLEC99
 RA1202  GEOID HEIGHT-         -17.36  (meters)                     GEOID03
 RA1202  HORZ ORDER  -  FIRST
 RA1202
 RA1202.The horizontal coordinates were established by classical geodetic methods
 RA1202.and adjusted by the National Geodetic Survey in October 1991.
 RA1202
 RA1202.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1202.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1202
 RA1202.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1202
 RA1202.The geoid height was determined by GEOID03.
 RA1202
 RA1202;                    North         East     Units Scale Factor Converg.
 RA1202;SPC OR N     -   231,717.581 2,726,928.391   MT  0.99994003   +2 04 03.2
 RA1202;SPC OR N     -   760,228.28  8,946,615.46   iFT  0.99994003   +2 04 03.2
 RA1202;UTM  11      - 5,062,553.333   454,499.512   MT  0.99962545   -0 25 06.7
 RA1202
 RA1202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1202!SPC OR N     -   0.99979086  x   0.99994003  =   0.99973090
 RA1202!UTM  11      -   0.99979086  x   0.99962545  =   0.99941639
 RA1202
 RA1202|---------------------------------------------------------------------|
 RA1202| PID    Reference Object                     Distance      Geod. Az  |
 RA1202|                                                           dddmmss.s |
 RA1202| CF5152 ACKERS RM 2                          64.443 METERS 00432     |
 RA1202| CF5151 ACKERS RM 1                          17.026 METERS 09748     |
 RA1202| CF5150 ACKERS AZ MK                                       1073251.6 |
 RA1202|---------------------------------------------------------------------|
 RA1202
 RA1202                          SUPERSEDED SURVEY CONTROL
 RA1202
 RA1202  NAD 83(1986)-  45 42 54.14280(N)    117 35 04.62863(W) AD(       ) 1
 RA1202  NAD 27      -  45 42 54.60412(N)    117 35 00.91716(W) AD(       ) 1
 RA1202  NGVD 29 (07/19/86) 1350.5    (m)         4431.     (f) VERT ANG    3  
 RA1202
 RA1202.Superseded values are not recommended for survey control.
 RA1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1202.See file dsdata.txt to determine how the superseded data were derived.
 RA1202
 RA1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML5450062553(NAD 83)
 RA1202_MARKER: Z = SEE DESCRIPTION
 RA1202_SETTING: 0 = UNSPECIFIED SETTING
 RA1202
 RA1202  HISTORY     - Date     Condition        Report By
 RA1202  HISTORY     - 1946     MONUMENTED       USFS
 RA1202
 RA1202                          STATION DESCRIPTION
 RA1202
 RA1202'DESCRIBED BY US FOREST SERVICE 1946 (JTJ)
 RA1202'THE STATION IS LOCATED ABOUT 10 MILES NORTH OF WALLOWA, 9 MILES
 RA1202'NORTHEAST OF MINAM, AND ABOUT 1/2 MILE NORTHWEST OF THE ACKERS
 RA1202'LOOKOUT TOWER OF THE STATE FOREST SERVICE, ON THE NORTHWEST POINT
 RA1202'OF A RIDGE BARE OF TIMBER, WITH HEAVY TIMBER ABOUT 100 YARDS TO
 RA1202'THE NORTH.
 RA1202'
 RA1202'THE MARK IS A STANDARD BRONZE UNITED STATES FOREST SERVICE DISK SET
 RA1202'IN A BURIED BOULDER FLUSH WITH THE GROUND SURFACE, ABOUT 300 FEET
 RA1202'SOUTH OF A TRACK ROAD, AND ABOUT 8 FEET NORTH NORTHWEST OF AN OLD
 RA1202'TREE STUMP.  STAMPED ACKERS 1936.
 RA1202'
 RA1202'TO REACH FROM THE POST OFFICE IN WALLOWA GO WEST ON STATE HIGHWAY
 RA1202'82 TOWARDS ELGIN FOR 2.2 MILES TO T ROAD NORTH AND SIGN
 RA1202'WENAHA-MAXVILLE-PROMISE ETC.  TURN RIGHT ON DIRT ROAD AND CONTINUE
 RA1202'ON THE MAIN TRAVELED ROAD FOR 10.0 MILES TO TRACK ROAD LEFT
 RA1202'AND SIGN HOWARD BU L.O.  CONTINUE NORTH ON THE MAIN TRAVELED ROAD
 RA1202'FOR 2.1 MILES TO SUMMIT OF HILL AND TRACK ROAD LEFT AND SIGN
 RA1202'ACKERS L.O.  TURN LEFT ON TRACK ROAD PASSING THROUGH POLE GATE
 RA1202'AND CONTINUE FOR 0.6 MILE TO FORK, KEEP LEFT FORK AND CONTINUE
 RA1202'FOR 0.1 MILE TO FORK LEADING TO THE ACKERS LOOKOUT TOWER, KEEP
 RA1202'LEFT FORK AND CONTINUE FOR 0.5 MILE TO A CLEARED ROCKY BENCH
 RA1202'AND THE STATION ABOUT 300 FEET SOUTHWEST OF THE ROAD.
 RA1202'
 RA1202'REFERENCE MARK NO 1 IS A STANDARD UNITED STATES COAST AND
 RA1202'GEODETIC SURVEY REFERENCE DISK SET IN OUTCROP PROJECTING ABOUT
 RA1202'2 INCHES, AND IS ABOUT 1-1/2 FEET LOWER THAN THE STATION.  STAMPED
 RA1202'ACKERS USFS NO 1 1946.
 RA1202'
 RA1202'REFERENCE MARK NO 2 IS A STANDARD UNITED STATES COAST AND
 RA1202'GEODETIC SURVEY REFERENCE DISK SET IN OUTCROP FLUSH WITH THE
 RA1202'GROUND SURFACE, AND IS ABOUT 2 FEET HIGHER THAN THE
 RA1202'STATION.  STAMPED ACKERS USFS NO 2 1946.
 RA1202'
 RA1202'AZIMUTH MARK IS A STANDARD UNITED STATES COAST AND GEODETIC
 RA1202'SURVEY BRONZE DISK SET IN A LARGE BOULDER PROJECTING ABOUT 2
 RA1202'INCHES, AND IS LOCATED ON THE POINT OF A RIDGE 0.3 MILE EAST OF
 RA1202'THE STATION, ABOUT 300 FEET SOUTH OF THE ROAD, AND ABOUT 30 FEET
 RA1202'SOUTHWEST OF A LARGE PINE TREE.  STAMPED ACKERS 1946.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0274 ***********************************************************************
 NX0274  DESIGNATION -  ACKLEY MOUNTAIN
 NX0274  PID         -  NX0274
 NX0274  STATE/COUNTY-  OR/HARNEY
 NX0274  USGS QUAD   -  ACTY MOUNTAIN (1971)
 NX0274
 NX0274                         *CURRENT SURVEY CONTROL
 NX0274  ___________________________________________________________________
 NX0274* NAD 83(1991)-  42 06 13.63367(N)    119 07 58.97677(W)     ADJUSTED  
 NX0274* NAVD 88     -              **(meters)            **(feet)            
 NX0274  ___________________________________________________________________
 NX0274  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 NX0274  GEOID HEIGHT-         -20.02  (meters)                     GEOID03
 NX0274  HORZ ORDER  -  THIRD
 NX0274
 NX0274.The horizontal coordinates were established by classical geodetic methods
 NX0274.and adjusted by the National Geodetic Survey in October 1991.
 NX0274
 NX0274
 NX0274.The Laplace correction was computed from DEFLEC99 derived deflections.
 NX0274
 NX0274.The geoid height was determined by GEOID03.
 NX0274
 NX0274;                    North         East     Units Scale Factor Converg.
 NX0274;SPC OR S     -    49,481.290 1,613,071.110   MT  1.00006568   +0 56 06.7
 NX0274;SPC OR S     -   162,340.19  5,292,228.05   iFT  1.00006568   +0 56 06.7
 NX0274;SPC NV W     - 4,816,371.239   754,534.188   MT  0.99992543   -0 22 06.9
 NX0274;SPC NV W     -15,801,711.31  2,475,500.92   sFT  0.99992543   -0 22 06.9
 NX0274;UTM  11      - 4,663,501.427   323,629.109   MT  0.99998277   -1 25 49.9
 NX0274
 NX0274                          SUPERSEDED SURVEY CONTROL
 NX0274
 NX0274  NAD 83(1986)-  42 06 13.63585(N)    119 07 58.97718(W) AD(       ) 4
 NX0274  NAD 27      -  42 06 14.02200(N)    119 07 55.27200(W) AD(       ) 3
 NX0274
 NX0274.Superseded values are not recommended for survey control.
 NX0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NX0274.See file dsdata.txt to determine how the superseded data were derived.
 NX0274
 NX0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG2362963501(NAD 83)
 NX0274_MARKER: 03 = MOUNTAIN PEAK
 NX0274
 NX0274  HISTORY     - Date     Condition        Report By
 NX0274  HISTORY     - 1950     FIRST OBSERVED   CGS
 NX0274
 NX0274                          STATION DESCRIPTION
 NX0274
 NX0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (EBL)
 NX0274'THE STATION IS ABOUT 25 MILES AIR LINE WEST-NORTHWEST OF DENIO,
 NX0274'OREGON.  14 MILES NORTH OF THE ROAD BETWEEN DENIO, OREGON AND
 NX0274'CEDARVILLE, CALIFORNIA AND 5 MILES NORTHWEST OF HAWKS MTN.  IT
 NX0274'IS THE LARGEST MOUNTAIN IN THE VICINITY AND PROMINENT FROM THE
 NX0274'EAST.  IT IS FLAT-TOPPED WITH THE HIGHEST POINT DROPPING SHARPLY
 NX0274'TO THE NORTH.  THE HIGHEST POINT WAS OBSERVED UPON.  FROM THE
 NX0274'SOUTH AND WEST THE MOUNTAIN IS DIFFICULT TO IDENTIFY AND HAWKS
 NX0274'MTN. APPEARS HIGHER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2605 ***********************************************************************
 QE2605  DESIGNATION -  ACME
 QE2605  PID         -  QE2605
 QE2605  STATE/COUNTY-  OR/LANE
 QE2605  USGS QUAD   -  
 QE2605
 QE2605                         *CURRENT SURVEY CONTROL
 QE2605  ___________________________________________________________________
 QE2605* NAD 83(1991)-  44 01 06.61020(N)    124 08 16.39350(W)     ADJUSTED  
 QE2605* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 QE2605  ___________________________________________________________________
 QE2605  LAPLACE CORR-          14.56  (seconds)                    DEFLEC99
 QE2605  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 QE2605  HORZ ORDER  -  THIRD
 QE2605
 QE2605.The horizontal coordinates were established by classical geodetic methods
 QE2605.and adjusted by the National Geodetic Survey in October 1991.
 QE2605
 QE2605.The orthometric height was scaled from a topographic map.
 QE2605
 QE2605.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2605
 QE2605.The geoid height was determined by GEOID03.
 QE2605
 QE2605;                    North         East     Units Scale Factor Converg.
 QE2605;SPC OR S     -   267,593.934 1,208,399.956   MT  1.00000476   -2 29 19.9
 QE2605;SPC OR S     -   877,932.85  3,964,566.78   iFT  1.00000476   -2 29 19.9
 QE2605;UTM  10      - 4,874,557.262   408,799.055   MT  0.99970230   -0 47 26.7
 QE2605
 QE2605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2605!SPC OR S     -   1.00000357  x   1.00000476  =   1.00000833
 QE2605!UTM  10      -   1.00000357  x   0.99970230  =   0.99970587
 QE2605
 QE2605:                Primary Azimuth Mark                     Grid Az
 QE2605:SPC OR S     -  COTTAGE                                  014 54 02.3
 QE2605:UTM  10      -  COTTAGE                                  013 12 09.1
 QE2605
 QE2605|---------------------------------------------------------------------|
 QE2605| PID    Reference Object                     Distance      Geod. Az  |
 QE2605|                                                           dddmmss.s |
 QE2605| QE2606 COTTAGE                             APPROX. 2.4 KM 0122442.4 |
 QE2605| CD9498 ACME RM 1                             6.920 METERS 10010     |
 QE2605| CD9499 ACME RM 2                             4.740 METERS 31108     |
 QE2605|---------------------------------------------------------------------|
 QE2605
 QE2605                          SUPERSEDED SURVEY CONTROL
 QE2605
 QE2605  NAD 83(1986)-  44 01 06.61788(N)    124 08 16.44886(W) AD(       ) 3
 QE2605  NAD 27      -  44 01 07.17600(N)    124 08 12.02400(W) AD(       ) 3
 QE2605
 QE2605.Superseded values are not recommended for survey control.
 QE2605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2605.See file dsdata.txt to determine how the superseded data were derived.
 QE2605
 QE2605_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP0879974557(NAD 83)
 QE2605_MARKER: Z = SEE DESCRIPTION
 QE2605_SETTING: 0 = UNSPECIFIED SETTING
 QE2605
 QE2605  HISTORY     - Date     Condition        Report By
 QE2605  HISTORY     - 1927     MONUMENTED       CGS
 QE2605  HISTORY     - 1955     SEE DESCRIPTION  CGS
 QE2605
 QE2605                          STATION DESCRIPTION
 QE2605
 QE2605'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (GLB)
 QE2605'STATION IS ON THE INSHORE END OF THE NORTH JETTY AT THE MOUTH
 QE2605'OF THE SIUSLAW RIVER, AT A POINT DIRECTLY ON LINE WITH THE
 QE2605'HIGH-WATER LINE TO THE N.
 QE2605'
 QE2605'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN
 QE2605'DRILL HOLES IN BOULDERS.  THE STATION MARK IS SET IN THE TOP OF
 QE2605'A LARGE FLAT-TOPPED BOULDER ABOUT 5 FEET ABOVE HIGH-WATER LINE.
 QE2605'
 QE2605'REFERENCE MARK NO.1 IS IN A LARGE BOULDER TO THE E, AND REFERENCE
 QE2605'MARK NO.2, IN A LARGE BOULDER TO THE W.
 QE2605
 QE2605                          STATION RECOVERY (1955)
 QE2605
 QE2605'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LSB)
 QE2605'A THOROUGH SEARCH WAS MADE FOR THE STATION AND THE REFERENCE MARKS
 QE2605'ON THE WAVE TOSSED ROCKS OF THE NORTH JETTY.  NO TRACE OF THE
 QE2605'MARKS WERE FOUND AND THE STATION SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1004 ***********************************************************************
 OA1004  DESIGNATION -  ACORN
 OA1004  PID         -  OA1004
 OA1004  STATE/COUNTY-  OR/CURRY
 OA1004  USGS QUAD   -  BROOKINGS (1986)
 OA1004
 OA1004                         *CURRENT SURVEY CONTROL
 OA1004  ___________________________________________________________________
 OA1004* NAD 83(1991)-  42 05 56.49727(N)    124 19 30.11823(W)     ADJUSTED  
 OA1004* NAVD 88     -       159.     (meters)     522.     (feet)  SCALED    
 OA1004  ___________________________________________________________________
 OA1004  LAPLACE CORR-          13.34  (seconds)                    DEFLEC99
 OA1004  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 OA1004  HORZ ORDER  -  THIRD
 OA1004
 OA1004.The horizontal coordinates were established by classical geodetic methods
 OA1004.and adjusted by the National Geodetic Survey in October 1991.
 OA1004
 OA1004.The orthometric height was scaled from a topographic map.
 OA1004
 OA1004.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1004
 OA1004.The geoid height was determined by GEOID03.
 OA1004
 OA1004;                    North         East     Units Scale Factor Converg.
 OA1004;SPC OR S     -    55,254.802 1,183,673.675   MT  1.00006721   -2 37 00.8
 OA1004;SPC OR S     -   181,282.16  3,883,443.82   iFT  1.00006721   -2 37 00.8
 OA1004;SPC CA 1     -   809,675.872 1,807,664.119   MT  1.00013862   -1 31 13.1
 OA1004;SPC CA 1     - 2,656,411.59  5,930,644.70   sFT  1.00013862   -1 31 13.1
 OA1004;UTM  10      - 4,661,620.625   390,433.229   MT  0.99974771   -0 53 18.3
 OA1004
 OA1004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1004!SPC OR S     -   0.99997945  x   1.00006721  =   1.00004666
 OA1004!SPC CA 1     -   0.99997945  x   1.00013862  =   1.00011807
 OA1004!UTM  10      -   0.99997945  x   0.99974771  =   0.99972717
 OA1004
 OA1004:                Primary Azimuth Mark                     Grid Az
 OA1004:SPC OR S     -  BENCH                                    154 15 08.2
 OA1004:SPC CA 1     -  BENCH                                    153 09 20.5
 OA1004:UTM  10      -  BENCH                                    152 31 25.7
 OA1004
 OA1004|---------------------------------------------------------------------|
 OA1004| PID    Reference Object                     Distance      Geod. Az  |
 OA1004|                                                           dddmmss.s |
 OA1004| OA0998 BENCH                               APPROX. 1.6 KM 1513807.4 |
 OA1004|---------------------------------------------------------------------|
 OA1004
 OA1004                          SUPERSEDED SURVEY CONTROL
 OA1004
 OA1004  NAD 83(1986)-  42 05 56.48509(N)    124 19 30.12071(W) AD(       ) 3
 OA1004  NAD 27      -  42 05 57.09000(N)    124 19 25.74000(W) AD(       ) 3
 OA1004
 OA1004.Superseded values are not recommended for survey control.
 OA1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1004.See file dsdata.txt to determine how the superseded data were derived.
 OA1004
 OA1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCM9043361621(NAD 83)
 OA1004
 OA1004  HISTORY     - Date     Condition        Report By
 OA1004  HISTORY     - 1871     MONUMENTED       CGS
 OA1004  HISTORY     - 1933     SEE DESCRIPTION  ORGS
 OA1004  HISTORY     - 1934     SEE DESCRIPTION  ORGS
 OA1004
 OA1004                          STATION DESCRIPTION
 OA1004
 OA1004'DESCRIBED BY COAST AND GEODETIC SURVEY 1871 (AWC)
 OA1004'NE OF SISTER KNOB ON A ROUND HILL NEAR THE FOREST.
 OA1004'
 OA1004'THE STATION IS MARKED ABOUT 2-1/2 FEET UNDERGROUND BY A
 OA1004'BOTTLE.  THREE STAKES AROUND THE STATION BEAR N, S AND E (MAGNETIC)
 OA1004'AND ARE DISTANT 0.91 METER.
 OA1004
 OA1004                          STATION RECOVERY (1933)
 OA1004
 OA1004'RECOVERY NOTE BY OREGON GEODETIC SURVEY 1933
 OA1004'STATION RECOVERED AS DESCRIBED.  MARKS IN GOOD CONDITION.  STATION
 OA1004'IS ABOUT 4.25 MILES NW OF THE TOWN OF BROOKINGS, INLAND ABOUT
 OA1004'0.5 MILE FROM THE COVE S OF CAPE FERRELO AND ON A HILL CLOSE TO
 OA1004'THE FOREST EDGE BETWEEN THE SECOND AND THIRD CREEKS S OF THE
 OA1004'CAPE.  THE ELEVATION IS ABOUT 458 FEET ABOVE SEA LEVEL.
 OA1004
 OA1004                          STATION RECOVERY (1934)
 OA1004
 OA1004'RECOVERY NOTE BY OREGON GEODETIC SURVEY 1934
 OA1004'FOUND BOTTLE BURIED ABOUT 14 INCHES UNDER THE GROUND ON TOP OF
 OA1004'CONICAL HILL LOCATED ABOUT 500 FEET INLAND, ABOUT 1 MILE NW OF
 OA1004'FLAT KNOLL, ABOUT 1/2 MILE SE OF U.S.C. AND G.S. TRIANGULATION
 OA1004'POINT FERRELO, 1/4 MILE S OF CAPE FERRELO COVE.  THE BOTTLE WAS
 OA1004'BROKEN DIGGING FOR IT.  ALL THE PIECES WERE PUT BACK IN THE HOLE
 OA1004'AND COVERED WITH A PYRAMID OF ROCKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2512 ***********************************************************************
 RD2512  DESIGNATION -  ACRES
 RD2512  PID         -  RD2512
 RD2512  STATE/COUNTY-  OR/CLACKAMAS
 RD2512  USGS QUAD   -  CANBY (1985)
 RD2512
 RD2512                         *CURRENT SURVEY CONTROL
 RD2512  ___________________________________________________________________
 RD2512* NAD 83(1991)-  45 21 58.62726(N)    122 37 57.58530(W)     ADJUSTED  
 RD2512* NAVD 88     -       191.     (meters)     627.     (feet)  SCALED    
 RD2512  ___________________________________________________________________
 RD2512  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 RD2512  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 RD2512  HORZ ORDER  -  THIRD
 RD2512
 RD2512.The horizontal coordinates were established by classical geodetic methods
 RD2512.and adjusted by the National Geodetic Survey in October 1991.
 RD2512
 RD2512.The orthometric height was scaled from a topographic map.
 RD2512
 RD2512.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2512
 RD2512.The geoid height was determined by GEOID03.
 RD2512
 RD2512;                    North         East     Units Scale Factor Converg.
 RD2512;SPC OR N     -   191,069.523 2,332,957.157   MT  0.99990051   -1 30 44.8
 RD2512;SPC OR N     -   626,868.51  7,654,058.91   iFT  0.99990051   -1 30 44.8
 RD2512;UTM  10      - 5,023,706.992   528,766.747   MT  0.99961017   +0 15 41.1
 RD2512
 RD2512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2512!SPC OR N     -   0.99997362  x   0.99990051  =   0.99987413
 RD2512!UTM  10      -   0.99997362  x   0.99961017  =   0.99958380
 RD2512
 RD2512:                Primary Azimuth Mark                     Grid Az
 RD2512:SPC OR N     -  ARDENWALD ELEVATED TANK                  002 30 13.6
 RD2512:UTM  10      -  ARDENWALD ELEVATED TANK                  000 43 47.7
 RD2512
 RD2512|---------------------------------------------------------------------|
 RD2512| PID    Reference Object                     Distance      Geod. Az  |
 RD2512|                                                           dddmmss.s |
 RD2512| RD2564 ARDENWALD ELEVATED TANK             APPROX.10.5 KM 0005928.8 |
 RD2512| RD2449 OAK GROVE GREEN TANK                APPROX. 5.6 KM 0122701.6 |
 RD2512| RD2515 WEST LINN WHITE STANDPIPE           260.764 METERS 11431     |
 RD2512| RD2518 PORTLAND SAN FRANCISCO BCN 56       APPROX. 5.5 KM 2413407.7 |
 RD2512|---------------------------------------------------------------------|
 RD2512
 RD2512                          SUPERSEDED SURVEY CONTROL
 RD2512
 RD2512  NAD 83(1986)-  45 21 58.64600(N)    122 37 57.59433(W) AD(       ) 3
 RD2512  NAD 27      -  45 21 59.21200(N)    122 37 53.26400(W) AD(       ) 3
 RD2512
 RD2512.Superseded values are not recommended for survey control.
 RD2512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2512.See file dsdata.txt to determine how the superseded data were derived.
 RD2512
 RD2512_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER2876723707(NAD 83)
 RD2512_MARKER: W = UNMONUMENTED
 RD2512_SETTING: 0 = UNSPECIFIED SETTING
 RD2512
 RD2512  HISTORY     - Date     Condition        Report By
 RD2512  HISTORY     - 1945     MONUMENTED       CGS
 RD2512  HISTORY     - 1960     MARK NOT FOUND   CGS
 RD2512
 RD2512                          STATION DESCRIPTION
 RD2512
 RD2512'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (FN)
 RD2512'THIS LOCATION IS WEST OF THE WEST LINN WATER TANK, ELEVATED, AND ON
 RD2512'A LOW RIDGE WHERE A NEW HOME HAS BEEN BUILT.
 RD2512'
 RD2512'IF MARKS WERE SET AT THIS LOCATION, THEY WERE DESTROYED BY
 RD2512'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3856 ***********************************************************************
 RD3856  DESIGNATION -  ADAMS
 RD3856  PID         -  RD3856
 RD3856  STATE/COUNTY-  OR/COLUMBIA
 RD3856  USGS QUAD   -  DEER ISLAND (1990)
 RD3856
 RD3856                         *CURRENT SURVEY CONTROL
 RD3856  ___________________________________________________________________
 RD3856* NAD 83(1991)-  45 53 55.22115(N)    122 48 38.45787(W)     ADJUSTED  
 RD3856* NAVD 88     -        16.     (meters)      52.     (feet)  SCALED    
 RD3856  ___________________________________________________________________
 RD3856  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 RD3856  GEOID HEIGHT-         -22.18  (meters)                     GEOID03
 RD3856  HORZ ORDER  -  THIRD
 RD3856
 RD3856.The horizontal coordinates were established by classical geodetic methods
 RD3856.and adjusted by the National Geodetic Survey in October 1991.
 RD3856
 RD3856.The orthometric height was scaled from a topographic map.
 RD3856
 RD3856.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3856
 RD3856.The geoid height was determined by GEOID03.
 RD3856
 RD3856;                    North         East     Units Scale Factor Converg.
 RD3856;SPC OR N     -   250,596.385 2,320,709.223   MT  0.99997582   -1 38 19.3
 RD3856;SPC OR N     -   822,166.62  7,613,875.40   iFT  0.99997582   -1 38 19.3
 RD3856;SPC WA S     -    65,464.089   320,708.629   MT  0.99998583   -1 40 42.5
 RD3856;SPC WA S     -   214,776.77  1,052,191.56   sFT  0.99998583   -1 40 42.5
 RD3856;UTM  10      - 5,082,806.840   514,686.008   MT  0.99960265   +0 08 09.4
 RD3856
 RD3856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3856!SPC OR N     -   1.00000097  x   0.99997582  =   0.99997679
 RD3856!SPC WA S     -   1.00000097  x   0.99998583  =   0.99998680
 RD3856!UTM  10      -   1.00000097  x   0.99960265  =   0.99960362
 RD3856
 RD3856:                Primary Azimuth Mark                     Grid Az
 RD3856:SPC OR N     -  OLD ORCHARD                              346 01 53.1
 RD3856:SPC WA S     -  OLD ORCHARD                              346 04 16.3
 RD3856:UTM  10      -  OLD ORCHARD                              344 15 24.4
 RD3856
 RD3856|---------------------------------------------------------------------|
 RD3856| PID    Reference Object                     Distance      Geod. Az  |
 RD3856|                                                           dddmmss.s |
 RD3856| RD3839 OLD ORCHARD                         APPROX. 3.5 KM 3442333.8 |
 RD3856|---------------------------------------------------------------------|
 RD3856
 RD3856                          SUPERSEDED SURVEY CONTROL
 RD3856
 RD3856  NAD 83(1986)-  45 53 55.24031(N)    122 48 38.45498(W) AD(       ) 3
 RD3856  NAD 27      -  45 53 55.82600(N)    122 48 34.08000(W) AD(       ) 3
 RD3856
 RD3856.Superseded values are not recommended for survey control.
 RD3856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3856.See file dsdata.txt to determine how the superseded data were derived.
 RD3856
 RD3856_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1468682807(NAD 83)
 RD3856
 RD3856  HISTORY     - Date     Condition        Report By
 RD3856  HISTORY     - 1878     MONUMENTED       CGS
 RD3856
 RD3856                          STATION DESCRIPTION
 RD3856
 RD3856'DESCRIBED BY COAST AND GEODETIC SURVEY 1878 (CR)
 RD3856'ABOUT THREE-FOURTHS MILE BELOW COLUMBIA CITY, ON A GRAVELY BANK
 RD3856'BETWEEN THE COUNTY ROAD AND THE SHORE, ABOUT 45 METERS FROM THE
 RD3856'SHORE AND 9 METERS FROM THE COUNTY ROAD, DIRECTLY OPPOSITE MAXWELLS
 RD3856'LANDING, 60 FEET ABOVE THE RIVER LEVEL.
 RD3856'
 RD3856'THE STATION IS MARKED BY A BOTTLE BURIED MOUTH UP 3 FEET BELOW
 RD3856'THE SURFACE AND AT THE SURFACE THERE IS A ROCK WITH A DRILL HOLE
 RD3856'FILLED WITH LEAD.  AROUND THE STATION, BURIED 1 FOOT, ARE THREE
 RD3856'BOTTLES DISTANT ABOUT 6 FEET, AT EQUAL ANGLES, AND LYING ON THEIR
 RD3856'SIDES WITH THE NECKS POINTING TO THE STATION.
 RD3856'
 RD3856'THERE ARE THREE CEDAR STAKES SET AS FOLLOWS.  NORTH 1.86 METERS,
 RD3856'EAST 1.83 METERS, AND SOUTH 1.80 METERS.  THREE COPPER TACKS IN A
 RD3856'BLAZED FIR TREE BEAR N 8 DEG 53 MIN E MAGNETIC, DISTANT 5.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB1355 ***********************************************************************
 RB1355  DESIGNATION -  ADAMS
 RB1355  PID         -  RB1355
 RB1355  STATE/COUNTY-  OR/UMATILLA
 RB1355  USGS QUAD   -  ADAMS (1966)
 RB1355
 RB1355                         *CURRENT SURVEY CONTROL
 RB1355  ___________________________________________________________________
 RB1355* NAD 83(1991)-  45 46 32.23576(N)    118 34 48.39670(W)     ADJUSTED  
 RB1355* NAVD 88     -       505.9    (meters)    1660.     (feet)  VERTCON   
 RB1355  ___________________________________________________________________
 RB1355  LAPLACE CORR-           7.66  (seconds)                    DEFLEC99
 RB1355  GEOID HEIGHT-         -20.57  (meters)                     GEOID03
 RB1355  HORZ ORDER  -  SECOND
 RB1355
 RB1355.The horizontal coordinates were established by classical geodetic methods
 RB1355.and adjusted by the National Geodetic Survey in October 1991.
 RB1355
 RB1355.The NAVD 88 height was computed by applying the VERTCON shift value to
 RB1355.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RB1355
 RB1355.The Laplace correction was computed from DEFLEC99 derived deflections.
 RB1355
 RB1355.The geoid height was determined by GEOID03.
 RB1355
 RB1355;                    North         East     Units Scale Factor Converg.
 RB1355;SPC OR N     -   236,129.883 2,649,299.585   MT  0.99995069   +1 21 41.6
 RB1355;SPC OR N     -   774,704.34  8,691,927.77   iFT  0.99995069   +1 21 41.6
 RB1355;UTM  11      - 5,070,331.978   377,155.193   MT  0.99978553   -1 07 56.9
 RB1355
 RB1355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RB1355!SPC OR N     -   0.99992391  x   0.99995069  =   0.99987461
 RB1355!UTM  11      -   0.99992391  x   0.99978553  =   0.99970946
 RB1355
 RB1355|---------------------------------------------------------------------|
 RB1355| PID    Reference Object                     Distance      Geod. Az  |
 RB1355|                                                           dddmmss.s |
 RB1355| CF5155 ADAMS RM 2                           34.418 METERS 05321     |
 RB1355| CF5153 ADAMS AZ MK                                        0900802.9 |
 RB1355| CF5154 ADAMS RM 1                           47.960 METERS 29429     |
 RB1355|---------------------------------------------------------------------|
 RB1355
 RB1355                          SUPERSEDED SURVEY CONTROL
 RB1355
 RB1355  NAD 83(1986)-  45 46 32.23945(N)    118 34 48.38823(W) AD(       ) 2
 RB1355  NAD 27      -  45 46 32.76491(N)    118 34 44.47940(W) AD(       ) 2
 RB1355  NGVD 29 (07/19/86)  504.9    (m)         1656.     (f) VERT ANG    3  
 RB1355
 RB1355.Superseded values are not recommended for survey control.
 RB1355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1355.See file dsdata.txt to determine how the superseded data were derived.
 RB1355
 RB1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL7715570332(NAD 83)
 RB1355_MARKER: DS = TRIANGULATION STATION DISK
 RB1355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB1355_STAMPING: ADAMS 1963
 RB1355_MARK LOGO: CGS   
 RB1355_MAGNETIC: N = NO MAGNETIC MATERIAL
 RB1355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB1355+STABILITY: SURFACE MOTION
 RB1355
 RB1355  HISTORY     - Date     Condition        Report By
 RB1355  HISTORY     - 1963     MONUMENTED       CGS
 RB1355  HISTORY     - 19811207 GOOD             NGS
 RB1355
 RB1355                          STATION DESCRIPTION
 RB1355
 RB1355'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 RB1355'THE STATION IS ABOUT 1 MILE NORTHWEST OF ADAMS, ON THE SUMMIT OF
 RB1355'A CULTIVATED RIDGE AND AT THE NORTH EDGE OF A CULTIVATED FIELD
 RB1355'OWNED BY B. L. DAVIS.
 RB1355'
 RB1355'TO REACH THE STATION FROM THE T-INTERSECTION AT THE SOUTHWEST
 RB1355'CORNER OF THE SCHOOL YARD IN ADAMS, GO NORTH FOR 0.5 MILE TO A
 RB1355'CROSSROAD.  (THE AZIMUTH MARK IS 0.2 MILE EAST OF THIS POINT) TURN
 RB1355'LEFT AND GO WEST FOR 0.7 MILE TO THE STATION ON THE LEFT.
 RB1355'
 RB1355'THE STATION MARK IS A STANDARD DISK, STAMPED ADAMS 1963, SET IN
 RB1355'THE TOP OF A CONCRETE POST 12 INCHES IN DIAMETER WHICH IS ABOUT
 RB1355'18 INCHES BELOW THE SURFACE OF THE CULTIVATED FIELD.  IT IS 44.0
 RB1355'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 115.0 FEET SOUTHWEST OF
 RB1355'WITNESS POST, 116.0 FEET SOUTHWEST OF A POWERLINE POLE, 166.4
 RB1355'FEET SOUTHEAST OF ANOTHER POLE AND 147.0 FEET EAST OF THE
 RB1355'CENTERLINE OF A FIELD ENTRANCE ROAD.
 RB1355'
 RB1355'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ADAMS NO 1 1963,
 RB1355'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2
 RB1355'INCHES.  IT IS 28.2 FEET NORTH OF THE CENTERLINE OF THE ROAD, 2.8
 RB1355'FEET SOUTHWEST OF A POWERLINE POLE AND ABOUT 2 FEET LOWER THAN THE
 RB1355'STATION.
 RB1355'
 RB1355'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ADAMS NO 2 1963, SET
 RB1355'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2
 RB1355'INCHES.  IT IS 3.0 FEET WEST-SOUTHWEST OF A POWERLINE POLE, 2.5
 RB1355'FEET WEST OF A WITNESS POST, 22.4 FEET NORTH OF THE CENTERLINE
 RB1355'OF THE GRAVELED ROAD AND AT ABOUT THE SAME ELEVATION AS THE
 RB1355'STATION.
 RB1355'
 RB1355'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED ADAMS 1963, SET IN
 RB1355'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 8 INCHES.  IT
 RB1355'IS 2.5 FEET NORTH OF AN EAST-WEST FENCE, 2.5 FEET NORTHEAST OF A
 RB1355'WITNESS POST AND 28.5 FEET SOUTH OF THE CENTERLINE OF A GRAVELED
 RB1355'ROAD.
 RB1355
 RB1355                          STATION RECOVERY (1981)
 RB1355
 RB1355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 RB1355'THE STATION WAS RECOVERED AFTER A LONG SEARCH.  THE DISTANCE TO
 RB1355'REFERENCE MARK 1 WAS IN ERROR BY 10 FT (3.0 M) BUT THE DISTANCE TO
 RB1355'REFERENCE MARK 2 AND THE ANGLE BETWEEN THE REFERENCE MARK COMPARED
 RB1355'FAVORABLY WITH THE 1963 DESCRIPTIOM.  THE AZIMUTH MARK WAS SEARCHED
 RB1355'FOR BUT WAS NOT RECOVERED.  AZIMUTH MARK NO 2 WAS ESTABLISHED AT THIS
 RB1355'TIME.  THE STATION IS LOCATED ABOUT 1.6 KILOMETERS (1.00 MI) NORTHWEST
 RB1355'OF ADAMS ON THE SUMMIT OF A CULTIVATED RIDGE AND AT THE NORTH EDGE OF
 RB1355'A CULTIVATED FIELD OWNED BY B.L DAVIS.  TO REACH THE STATION FROM THE
 RB1355'T JUNCTION AT THE SOUTHWEST CORNER OF THE SCHOOL YARD IN ADAMS GO
 RB1355'NORTH 0.8 KM (0.50 MI) TO A CROSS ROAD, TURN LEFT AND GO 1.1 KM (0.70
 RB1355'MI) TO THE STATION ON THE LEFT.
 RB1355' 
 RB1355'THE STATION IS A STANDARD CGS DISK STAMPED---ADAMS 1963---, SET INTO
 RB1355'THE TOP OF A SQUARE CONCRETE MONUMENT, 25 CM IN DIAMETER, RECESSED 30
 RB1355'CM, BELOW THE GROUND.  THE STATION IS LOCATED 44.8 METERS (147.0 FT)
 RB1355'EAST FROM THE CENTERLINE OF A FIELD ROAD, 35.4 METERS (116.1 FT)
 RB1355'SOUTHWEST FROM A POWER POLE, 31.1 METERS (102.0 FT) WEST-SOUTHWEST
 RB1355'FROM THE WEST ONE OF TWO POLES SUPPORTING A TV ANTENNA, 13.4 METERS
 RB1355'(44.0 FT) SOUTH FROM THE CENTERLINE OF A GRAVEL ROAD, 5.8 METERS (19.0
 RB1355'FT) SOUTH FROM THE TOP EDGE OF A SMALL BANK.  REFERENCE MARK NO 1, IS
 RB1355'A STANDARD CGS DISK STAMPED---ADAMS 1963 NO 1---, SET INTO THE TOP OF
 RB1355'A SQUARE CONCRETE MONUMENT, 30 CM IN DIAMETER, RECESSED 10 CM BELOW
 RB1355'THE GROUND.  THE STATION IS LOCATED 9.4 METERS (30.8 FT) NORTHWEST
 RB1355'FROM THE CENTERLINE INTERSECTION OF A FIELD ROAD AND GRAVEL ROAD, 7.9
 RB1355'METERS (25.9 FT) NORTH FROM THE CENTERLINE OF THE GRAVEL ROAD, 1.8
 RB1355'METERS (5.9 FT) WEST-SOUTHWEST FROM A POWER POLE, .46 METERS (1.51 FT)
 RB1355'EAST FROM A METAL WITNNESS POST, AND 1 METER (3.3 FT) LOWER THAN THE
 RB1355'STATION.  REFERENCE MARK NO 2, IS A STANDARD CGS, DISK STAMPED---ADAMS
 RB1355'NO 2 1963---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 30 CM IN
 RB1355'DIAMETER, RECESSED 10 CM BELOW THE GROUND.  THE STATION IS LOCATED
 RB1355'15.2 METERS (49.9 FT) NORTH-NORTHWEST FROM THE WEST ONE OF TWO ANTENNA
 RB1355'POLES, 8.2 METERS (26.9 FT) NORTH FROM THE CENTERLINE OF THE ROAD, 1.0
 RB1355'METERS (3.3 FT) WEST FROM A POWER POLE, 0.85 METERS (2.79 FT)
 RB1355'WEST-NORTHWEST FROM A METAL WITNESS POST, AND 0.3 METERS (1.0 FT)
 RB1355'HIGHER THAN THE STATION. AZIMUTH MARK NO 2, IS A STANDARD NGS DISK
 RB1355'STAMPED---ADAMS 1963 NO 2 1981---, SET INTO THE TOP OF A ROUND
 RB1355'CONCRETE MONUMENT, 25 CM IN DIAMETER, FLUSH WITH GROUND.  THE STATION
 RB1355'IS LOCATED 6.5 METERS (21.3 FT) SOUTH FROM THE CENTERLINE OF THE ROAD,
 RB1355'0.6 METERS (2.0 FT) EAST FROM A METAL WITNESS POST.  TO REACH THE
 RB1355'AZIMUTH MARK FROM THE STATION GO EAST ON GRAVEL ROAD 0.8 KM (0.50 MI)
 RB1355'TO A CROSSROADS CONTINUE STRAIGHT AHEAD FOR 0.3 KM (0.20 MI) TO THE
 RB1355'CREST OF A SMALL HILL AND THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1158 ***********************************************************************
 OA1158  DESIGNATION -  ADAMS
 OA1158  PID         -  OA1158
 OA1158  STATE/COUNTY-  OR/COOS
 OA1158  USGS QUAD   -  LAKESIDE (1985)
 OA1158
 OA1158                         *CURRENT SURVEY CONTROL
 OA1158  ___________________________________________________________________
 OA1158* NAD 83(1991)-  43 31 17.82629(N)    124 09 47.22074(W)     ADJUSTED  
 OA1158* NAVD 88     -       236.9    (meters)     777.     (feet)  VERTCON   
 OA1158  ___________________________________________________________________
 OA1158  LAPLACE CORR-          14.54  (seconds)                    DEFLEC99
 OA1158  GEOID HEIGHT-         -25.24  (meters)                     GEOID03
 OA1158  HORZ ORDER  -  SECOND
 OA1158
 OA1158.The horizontal coordinates were established by classical geodetic methods
 OA1158.and adjusted by the National Geodetic Survey in October 1991.
 OA1158
 OA1158.The NAVD 88 height was computed by applying the VERTCON shift value to
 OA1158.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OA1158
 OA1158.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1158
 OA1158.The geoid height was determined by GEOID03.
 OA1158
 OA1158;                    North         East     Units Scale Factor Converg.
 OA1158;SPC OR S     -   212,529.778 1,203,965.015   MT  0.99991356   -2 30 22.0
 OA1158;SPC OR S     -   697,276.17  3,950,016.45   iFT  0.99991356   -2 30 22.0
 OA1158;UTM  10      - 4,819,399.346   406,001.810   MT  0.99970868   -0 48 03.6
 OA1158
 OA1158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1158!SPC OR S     -   0.99996681  x   0.99991356  =   0.99988037
 OA1158!UTM  10      -   0.99996681  x   0.99970868  =   0.99967550
 OA1158
 OA1158:                Primary Azimuth Mark                     Grid Az
 OA1158:SPC OR S     -  WILKINS                                  018 28 28.9
 OA1158:UTM  10      -  WILKINS                                  016 46 10.5
 OA1158
 OA1158|---------------------------------------------------------------------|
 OA1158| PID    Reference Object                     Distance      Geod. Az  |
 OA1158|                                                           dddmmss.s |
 OA1158| OA1135 WILKINS                             APPROX.14.3 KM 0155806.9 |
 OA1158| CD9500 ADAMS RM 1                           39.276 METERS 18443     |
 OA1158| CD9501 ADAMS RM 2                           30.355 METERS 34129     |
 OA1158|---------------------------------------------------------------------|
 OA1158
 OA1158                          SUPERSEDED SURVEY CONTROL
 OA1158
 OA1158  NAD 83(1986)-  43 31 17.82842(N)    124 09 47.26488(W) AD(       ) 2
 OA1158  NAD 27      -  43 31 18.41700(N)    124 09 42.86100(W) AD(       ) 2
 OA1158  NGVD 29 (07/19/86)  235.8    (m)          774.     (f) VERT ANG    3  
 OA1158
 OA1158.Superseded values are not recommended for survey control.
 OA1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1158.See file dsdata.txt to determine how the superseded data were derived.
 OA1158
 OA1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP0600219399(NAD 83)
 OA1158_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OA1158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA1158
 OA1158  HISTORY     - Date     Condition        Report By
 OA1158  HISTORY     - 1942     MONUMENTED       CGS
 OA1158  HISTORY     - 1956     SEE DESCRIPTION  CGS
 OA1158  HISTORY     - 1971     SEE DESCRIPTION  NGS
 OA1158
 OA1158                          STATION DESCRIPTION
 OA1158
 OA1158'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JCS)
 OA1158'STATION IS LOCATED ABOUT 8 MILES, AIR LINE, NE OF NORTH BEND AND
 OA1158'ABOUT 4 MILES, AIR LINE, ENE OF HAUSER.  IT IS ON THE HIGHEST PART
 OA1158'OF A BARE-TOPPED MOUNTAIN, ABOUT 100 METERS SE OF AN ABANDONED
 OA1158'RANCH HOUSE AND ABOUT 50 FEET SW OF AN OLD ROAD THAT PASSES ALONG
 OA1158'THE E CROWN OF THE HILL.  THE SLOPES OF THE MOUNTAIN ARE HEAVILY
 OA1158'TIMBERED AND THE ONLY OPEN SPOT IS THE STATION LOCATION.  THE
 OA1158'ELEVATION OF THE STATION IS APPROXIMATELY 800 FEET.  THE MARK
 OA1158'IS FLUSH WITH THE GROUND AND IS STAMPED ADAMS 1942.
 OA1158'
 OA1158'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS SET
 OA1158'IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 OA1158'
 OA1158'NO WITNESS MARK WAS ESTABLISHED.
 OA1158'
 OA1158'REFERENCE MARK NO.1 IS ABOUT 2-1/2 METERS LOWER THAN THE STATION
 OA1158'AND ABOUT 1-1/2 METERS NW OF AN OLD FENCE LINE.  THE MARK PROJECTS
 OA1158'ABOUT 5 INCHES AND IS STAMPED ADAMS NO.1 1942.
 OA1158'
 OA1158'REFERENCE MARK NO.2 IS ABOUT 1-1/2 METERS LOWER THAN THE STATION
 OA1158'AND ABOUT 2 METERS SW OF AN OLD FENCE LINE.  THE MARK PROJECTS
 OA1158'ABOUT 6 INCHES AND IS STAMPED ADAMS NO.2 1942.
 OA1158'
 OA1158'TO REACH THE STATION FROM NORTH BEND GO N ON U.S. HIGHWAY 101
 OA1158'FROM THE BRIDGE OVER COOS BAY FOR 5.3 MILES TO A ROAD LEADING NE
 OA1158'AT SIGN NORTH INLET RD.  THIS IS 0.2 MILE S OF HAUSER.  FOLLOW
 OA1158'NORTH INLET RD. FOR 1.3 MILES.  A SIGN HERE READS HAUSER SCHOOL,
 OA1158'NORTH INLET COAST HIGHWAY 1 MILE.  TAKE RIGHT FORK AND GO 0.2
 OA1158'MILE TO A ROAD LEADING LEFT, UPHILL.  TURN LEFT, N, AND FOLLOW
 OA1158'VERY POOR DIRT ROAD FOR 2.0 MILES TO A FORK AT SIGN ST.
 OA1158'DENNIS RD.  TAKE LEFT FORK AND CONTINUE UPGRADE FOR 0.7 MILE TO AN
 OA1158'ABANDONED RANCH HOUSE.  THE STATION IS ABOUT 100 METERS SE OF
 OA1158'THE RANCH HOUSE, ON THE HIGHEST PART OF THE HILL.
 OA1158'
 OA1158'THERE WAS NO SUITABLE PLACE FOR AN AZIMUTH MARK AT THE STATION.
 OA1158'
 OA1158'HEIGHT OF LIGHT ABOVE STATION MARK 34.4 METERS.
 OA1158
 OA1158                          STATION RECOVERY (1956)
 OA1158
 OA1158'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (BM)
 OA1158'RM 2 AND THE STATION MARKS WERE RECOVERED.  RM 1 WAS NOT SEARCHED
 OA1158'FOR.  THIS SUMMIT HAS BEEN LOGGED OFF, AND WITH BUT LITTLE CUTTING
 OA1158'OBSERVATIONS MAY BE MADE FROM A FOUR FOOT STAND.
 OA1158'
 OA1158'THE FENCES AND OLD ROAD REFERRED TO IN THE ORIGINAL DESCRIPTION
 OA1158'NO LONGER EXIST.  THE STATION MARK IS ON THE HIGHEST POINT OF
 OA1158'THE HILL AMID A PILE OF LOGGING DEBRIS AND IS UNDISTURBED.
 OA1158'
 OA1158'A BETTER ROUTE TO THE STATION FOLLOWS--FROM HAUSER, FOLLOW THE
 OA1158'OLD U.S. 101 NORTHWARD APPROXIMATELY ONE MILE TO AN OLD SERVICE
 OA1158'STATION-CAFE BUILT IN THE FORM OF A CASTLE.  TURN RIGHT (EAST) ON
 OA1158'PAVED ROAD FOLLOWING AIR FORCE BASE DIRECTIONAL SIGN APPROXIMATELY
 OA1158'2.9 MILES.  TURN RIGHT, UPHILL, 0.3 MILE FOLLOWING AIR FORCE BASE
 OA1158'DIRECTIONAL SIGN TO SENTRY POST.  TURN RIGHT, DOWNGRADE, AND
 OA1158'FOLLOW PRIVATE RIDGE ROAD APPROXIMATELY 1-1/4 MILES TO OLD CABINS
 OA1158'ON RIGHT AND STEEP, ROCKED LOGGING ROAD ON LEFT.  TURN LEFT,
 OA1158'UP HILL, ON LOGGING ROAD 200 YDS. TO STATION SITE.
 OA1158
 OA1158                          STATION RECOVERY (1971)
 OA1158
 OA1158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 OA1158'THE STATION AND ALL MARKS WERE DESTROYED WHEN AN AIR FORCE
 OA1158'INSTALLATION WAS ESTABLISHED ON THIS SUMMIT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2069 ***********************************************************************
 QE2069  DESIGNATION -  ADAMS
 QE2069  PID         -  QE2069
 QE2069  STATE/COUNTY-  OR/POLK
 QE2069  USGS QUAD   -  DALLAS (1986)
 QE2069
 QE2069                         *CURRENT SURVEY CONTROL
 QE2069  ___________________________________________________________________
 QE2069* NAD 83(1991)-  44 53 09.27583(N)    123 16 16.44019(W)     ADJUSTED  
 QE2069* NAVD 88     -        84.     (meters)     276.     (feet)  VERTCON   
 QE2069  ___________________________________________________________________
 QE2069  LAPLACE CORR-          -9.75  (seconds)                    DEFLEC99
 QE2069  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 QE2069  HORZ ORDER  -  SECOND
 QE2069
 QE2069.The horizontal coordinates were established by classical geodetic methods
 QE2069.and adjusted by the National Geodetic Survey in October 1991.
 QE2069
 QE2069.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE2069.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE2069
 QE2069.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2069
 QE2069.The geoid height was determined by GEOID03.
 QE2069
 QE2069;                    North         East     Units Scale Factor Converg.
 QE2069;SPC OR N     -   139,238.136 2,281,127.175   MT  0.99990670   -1 57 55.2
 QE2069;SPC OR N     -   456,818.03  7,484,013.04   iFT  0.99990670   -1 57 55.2
 QE2069;UTM  10      - 4,970,312.348   478,580.278   MT  0.99960564   -0 11 29.1
 QE2069
 QE2069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2069!SPC OR N     -   0.99999031  x   0.99990670  =   0.99989702
 QE2069!UTM  10      -   0.99999031  x   0.99960564  =   0.99959596
 QE2069
 QE2069                          SUPERSEDED SURVEY CONTROL
 QE2069
 QE2069  NAD 83(1986)-  44 53 09.30119(N)    123 16 16.45601(W) AD(       ) 2
 QE2069  NAD 27      -  44 53 09.87460(N)    123 16 12.09237(W) AD(       ) 2
 QE2069  NGVD 29 (07/19/86)   83.     (m)          272.     (f) VERT ANG    3  
 QE2069
 QE2069.Superseded values are not recommended for survey control.
 QE2069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2069.See file dsdata.txt to determine how the superseded data were derived.
 QE2069
 QE2069_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ7858070312(NAD 83)
 QE2069
 QE2069  HISTORY     - Date     Condition        Report By
 QE2069  HISTORY     - 1972     MONUMENTED       OR-053
 QE2069
 QE2069                          STATION DESCRIPTION
 QE2069
 QE2069'DESCRIBED BY POLK COUNTY OREGON 1972 (DB)
 QE2069'THE STATION IS LOCATED IN POLK COUNTY, OREGON, IN THE SOUTHEAST
 QE2069'QUARTER OF THE SOUTHWEST QUARTER OF SECTION 11, TOWNSHIP 8 SOUTH,
 QE2069'RANGE 5 WEST OF THE WILLAMETTE MERIDIAN.
 QE2069'
 QE2069'TO REACH THE STATION FROM THE INTERSECTION OF MAIN AND WASHINGTON
 QE2069'STREETS IN DALLAS.  GO EAST ON WASHINGTON TO THE T INTERSECTION
 QE2069'WITH UGLOW AVENUE.  TURN RIGHT ON UGLOW AND CONTINUE SOUTH 0.35
 QE2069'MILES, CROSSING RAILROAD TRACKS TO THE Y INTERSECTION WITH
 QE2069'MONMOUTH CUTOFF.  TURN LEFT ON MONMOUTH CUTOFF AND CONTINUE
 QE2069'SOUTHEAST 2.0 MILES TO THE INTERSECTION OF A GRAVELED COUNTY
 QE2069'ROAD TO THE SOUTH (C.R. 853).  TURN RIGHT ON C.R. 853 AND GO
 QE2069'SOUTHERLY 1.2 MILES TO A T INTERSECTION WITH C.R. 854.  TURN
 QE2069'RIGHT AND TRAVEL 0.1 MILE TO THE STATION.  THE STATION IS
 QE2069'ON A KNOLL ON THE SOUTH SIDE OF THE ROAD.
 QE2069'
 QE2069'THE STATION IS A 12 IN CONCRETE MONUMENT WITH A POLK COUNTY
 QE2069'BRASS CAP STAMPED ADAMS 11 CD 8 5.  IT IS LOCATED 2.5 FEET
 QE2069'NORTHWEST OF THE WITNESS POST, 1.5 FEET NORTH OF A FENCE AND 19.0
 QE2069'FEET SOUTH OF THE CENTER OF C.R. 853.
 QE2069'
 QE2069'R.M. 1 IS A 5/8 IN X 30 IN IRON ROD WITH A CENTERPUNCHED
 QE2069'POLK COUNTY ALUMINUM CAP, 1 FOOT SOUTH OF A FENCE AND 19 FEET
 QE2069'NORTH OF THE CENTER OF C.R. 853.
 QE2069'
 QE2069'R.M. 2 IS A 5/8 IN X 30 IN IRON ROD WITH A POLK COUNTY
 QE2069'CENTERPUNCHED ALUMINUM CAP, 1 FOOT NORTH OF A FENCE AND 19 FEET
 QE2069'SOUTH OF THE CENTER OF C.R. 853.
 QE2069'
 QE2069'HEIGHT OF LIGHT ABOVE STATION MARK 28.02 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB1356 ***********************************************************************
 RB1356  DESIGNATION -  ADAMS TALLEST GRAIN ELEV OF 4
 RB1356  PID         -  RB1356
 RB1356  STATE/COUNTY-  OR/UMATILLA
 RB1356  USGS QUAD   -  ADAMS (1966)
 RB1356
 RB1356                         *CURRENT SURVEY CONTROL
 RB1356  ___________________________________________________________________
 RB1356* NAD 83(1991)-  45 46 00.45963(N)    118 33 26.82915(W)     ADJUSTED  
 RB1356* NAVD 88     -              **(meters)            **(feet)            
 RB1356  ___________________________________________________________________
 RB1356  LAPLACE CORR-           8.63  (seconds)                    DEFLEC99
 RB1356  GEOID HEIGHT-         -20.48  (meters)                     GEOID03
 RB1356  HORZ ORDER  -  THIRD
 RB1356
 RB1356.The horizontal coordinates were established by classical geodetic methods
 RB1356.and adjusted by the National Geodetic Survey in October 1991.
 RB1356
 RB1356
 RB1356.The Laplace correction was computed from DEFLEC99 derived deflections.
 RB1356
 RB1356.The geoid height was determined by GEOID03.
 RB1356
 RB1356;                    North         East     Units Scale Factor Converg.
 RB1356;SPC OR N     -   235,191.274 2,651,084.798   MT  0.99994907   +1 22 39.5
 RB1356;SPC OR N     -   771,624.91  8,697,784.77   iFT  0.99994907   +1 22 39.5
 RB1356;UTM  11      - 5,069,316.749   378,897.583   MT  0.99978030   -1 06 57.8
 RB1356
 RB1356                          SUPERSEDED SURVEY CONTROL
 RB1356
 RB1356  NAD 83(1986)-  45 46 00.46351(N)    118 33 26.82141(W) AD(       ) 4
 RB1356  NAD 27      -  45 46 00.98972(N)    118 33 22.91966(W) AD(       ) 3
 RB1356
 RB1356.Superseded values are not recommended for survey control.
 RB1356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1356.See file dsdata.txt to determine how the superseded data were derived.
 RB1356
 RB1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL7889869317(NAD 83)
 RB1356
 RB1356  HISTORY     - Date     Condition        Report By
 RB1356  HISTORY     - 1963     MONUMENTED       CGS
 RB1356
 RB1356                          STATION DESCRIPTION
 RB1356
 RB1356'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 RB1356'THE POINT INTERSECTED IS THE CENTER OF THE TOP OF THE
 RB1356'ELEVATOR.  IT IS A CONCRETE STRUCTURE APPROXIMATELY 175 FEET HIGH,
 RB1356'LOCATED AT THE EDGE OF ADAMS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2225 ***********************************************************************
 QE2225  DESIGNATION -  ADDI
 QE2225  PID         -  QE2225
 QE2225  STATE/COUNTY-  OR/LANE
 QE2225  USGS QUAD   -  EUGENE WEST (1986)
 QE2225
 QE2225                         *CURRENT SURVEY CONTROL
 QE2225  ___________________________________________________________________
 QE2225* NAD 83(1991)-  44 06 33.54183(N)    123 14 59.30125(W)     ADJUSTED  
 QE2225* NAVD 88     -       113.9    (meters)     374.     (feet)  VERTCON   
 QE2225  ___________________________________________________________________
 QE2225  LAPLACE CORR-          -3.91  (seconds)                    DEFLEC99
 QE2225  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 QE2225  HORZ ORDER  -  SECOND
 QE2225
 QE2225.The horizontal coordinates were established by classical geodetic methods
 QE2225.and adjusted by the National Geodetic Survey in October 1991.
 QE2225
 QE2225.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE2225.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE2225
 QE2225.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2225
 QE2225.The geoid height was determined by GEOID03.
 QE2225
 QE2225;                    North         East     Units Scale Factor Converg.
 QE2225;SPC OR S     -   274,964.418 1,279,886.924   MT  1.00002962   -1 52 52.6
 QE2225;SPC OR S     -   902,114.23  4,199,104.08   iFT  1.00002962   -1 52 52.6
 QE2225;UTM  10      - 4,884,044.908   480,008.841   MT  0.99960492   -0 10 25.9
 QE2225
 QE2225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2225!SPC OR S     -   0.99998576  x   1.00002962  =   1.00001538
 QE2225!UTM  10      -   0.99998576  x   0.99960492  =   0.99959068
 QE2225
 QE2225:                Primary Azimuth Mark                     Grid Az
 QE2225:SPC OR S     -  SEAVIES 3                                092 05 27.1
 QE2225:UTM  10      -  SEAVIES 3                                090 23 00.4
 QE2225
 QE2225|---------------------------------------------------------------------|
 QE2225| PID    Reference Object                     Distance      Geod. Az  |
 QE2225|                                                           dddmmss.s |
 QE2225| QE1735 SEAVIES 3                           APPROX.20.1 KM 0901234.5 |
 QE2225| CD9502 ADDI RM 1                                          09207     |
 QE2225| CD9503 ADDI RM 2                                          17955     |
 QE2225|---------------------------------------------------------------------|
 QE2225
 QE2225                          SUPERSEDED SURVEY CONTROL
 QE2225
 QE2225  NAD 83(1986)-  44 06 33.55656(N)    123 14 59.32766(W) AD(       ) 2
 QE2225  NAD 27      -  44 06 34.11458(N)    123 14 54.99545(W) AD(       ) 2
 QE2225  NGVD 29 (07/19/86)  112.8    (m)          370.     (f) VERT ANG    3  
 QE2225
 QE2225.Superseded values are not recommended for survey control.
 QE2225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2225.See file dsdata.txt to determine how the superseded data were derived.
 QE2225
 QE2225_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP8000984045(NAD 83)
 QE2225_MARKER: DD = SURVEY DISK
 QE2225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE2225_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QE2225
 QE2225  HISTORY     - Date     Condition        Report By
 QE2225  HISTORY     - 1970     MONUMENTED       OR-039
 QE2225
 QE2225                          STATION DESCRIPTION
 QE2225
 QE2225'DESCRIBED BY LANE COUNTY OREGON 1970 (FLI)
 QE2225'THE STATION IS LOCATED ABOUT 8 MILES SOUTH-SOUTHWEST OF JUNCTION
 QE2225'CITY, 8 MILES NORTHWEST OF EUGENE AND ON ROAD RIGHT-OF-WAY.
 QE2225'
 QE2225'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 99 (6TH
 QE2225'STREET) AND WILLAMETTE STREET IN EUGENE, GO WEST AND NORTHWEST ON
 QE2225'U.S. HIGHWAY 99 FOR 5.9 MILES TO A CROSSROAD.  TURN LEFT AND GO
 QE2225'WEST ON ALVADORE ROAD FOR 1.8 MILES TO A T-INTERSECTION.  TURN
 QE2225'RIGHT, NORTH, ON GREEN HILL ROAD FOR 0.2 MILE TO A SIDE ROAD
 QE2225'LEFT.  TURN LEFT AND GO WEST ON CLEAR LAKE ROAD FOR 2.1 MILES TO A
 QE2225'SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTH ON GOODMAN ROAD FOR 0.15
 QE2225'MILE TO THE STATION ON THE LEFT, WEST, SIDE OF THE ROAD.
 QE2225'
 QE2225'THE STATION MARK, STAMPED ADDI 1969, IS A LANE COUNTY DISK SET IN THE
 QE2225'TOP OF A CYLINDRICAL, CONCRETE POST THAT IS 8 INCHES IN DIAMETER AND
 QE2225'PROJECTS 1 FOOT.  IT IS 121 FEET NORTH OF A POWER POLE, 35 FEET
 QE2225'WEST OF THE CENTER OF THE ROAD, 3.5 FEET WEST OF A WITNESS POST AND
 QE2225'2 FEET EAST OF A FENCE.
 QE2225'
 QE2225'REFERENCE MARK NO. 1, STAMPED ADDI RM NO 1 1969, IS A LANE COUNTY
 QE2225'DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS 6 INCHES
 QE2225'IN DIAMETER AND PROJECTS 6 INCHES.  IT IS 58.4 FEET EAST OF THE
 QE2225'WITNESS POST, 30 FEET EAST OF THE CENTER OF THE ROAD AND 1 FOOT
 QE2225'WEST OF A FENCE.
 QE2225'
 QE2225'REFERENCE MARK NO. 2, STAMPED ADDI RM NO 2 1969, IS A LANE COUNTY
 QE2225'DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS 6 INCHES
 QE2225'IN DIAMETER AND PROJECTS 1 FOOT.  IT IS 84 FEET NORTH OF A POWER
 QE2225'POLE, 37.8 FEET SOUTH OF THE WITNESS POST, 35 FEET WEST OF THE
 QE2225'CENTER OF THE ROAD AND 2 FEET EAST OF A FENCE.
 QE2225'
 QE2225'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0287 ***********************************************************************
 NX0287  DESIGNATION -  ADEL
 NX0287  PID         -  NX0287
 NX0287  STATE/COUNTY-  OR/LAKE
 NX0287  USGS QUAD   -  CALDERWOOD RESERVOIR (1980)
 NX0287
 NX0287                         *CURRENT SURVEY CONTROL
 NX0287  ___________________________________________________________________
 NX0287* NAD 83(1991)-  42 07 35.37353(N)    119 49 45.71887(W)     ADJUSTED  
 NX0287* NAVD 88     -      1467.0    (meters)    4813.     (feet)  VERTCON   
 NX0287  ___________________________________________________________________
 NX0287  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 NX0287  GEOID HEIGHT-         -20.73  (meters)                     GEOID03
 NX0287  HORZ ORDER  -  SECOND
 NX0287
 NX0287.The horizontal coordinates were established by classical geodetic methods
 NX0287.and adjusted by the National Geodetic Survey in October 1991.
 NX0287
 NX0287.The NAVD 88 height was computed by applying the VERTCON shift value to
 NX0287.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NX0287
 NX0287.The Laplace correction was computed from DEFLEC99 derived deflections.
 NX0287
 NX0287.The geoid height was determined by GEOID03.
 NX0287
 NX0287;                    North         East     Units Scale Factor Converg.
 NX0287;SPC OR S     -    51,302.702 1,555,454.983   MT  1.00005848   +0 27 31.7
 NX0287;SPC OR S     -   168,315.95  5,103,198.76   iFT  1.00005848   +0 27 31.7
 NX0287;SPC NV W     - 4,819,498.244   696,979.395   MT  1.00003055   -0 50 09.1
 NX0287;SPC NV W     -15,811,970.49  2,286,673.23   sFT  1.00003055   -0 50 09.1
 NX0287;SPC CA 1     -   812,398.474 2,179,490.499   MT  1.00014938   +1 25 09.6
 NX0287;SPC CA 1     - 2,665,343.99  7,150,545.08   sFT  1.00014938   +1 25 09.6
 NX0287;UTM  11      - 4,667,695.649   266,133.568   MT  1.00027303   -1 53 55.4
 NX0287
 NX0287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NX0287!SPC OR S     -   0.99977322  x   1.00005848  =   0.99983169
 NX0287!SPC NV W     -   0.99977322  x   1.00003055  =   0.99980377
 NX0287!SPC CA 1     -   0.99977322  x   1.00014938  =   0.99992257
 NX0287!UTM  11      -   0.99977322  x   1.00027303  =   1.00004619
 NX0287
 NX0287|---------------------------------------------------------------------|
 NX0287| PID    Reference Object                     Distance      Geod. Az  |
 NX0287|                                                           dddmmss.s |
 NX0287| CD5764 ADEL RM 2                             6.767 METERS 01351     |
 NX0287| CD5763 ADEL RM 1                             8.864 METERS 15122     |
 NX0287| CD5762 ADEL AZ MK                                         2584811.6 |
 NX0287|---------------------------------------------------------------------|
 NX0287
 NX0287                          SUPERSEDED SURVEY CONTROL
 NX0287
 NX0287  NAD 83(1986)-  42 07 35.37596(N)    119 49 45.71713(W) AD(       ) 2
 NX0287  NAD 27      -  42 07 35.77000(N)    119 49 41.92100(W) AD(       ) 2
 NX0287  NGVD 29 (07/19/86) 1465.8    (m)         4809.     (f) VERT ANG    3  
 NX0287
 NX0287.Superseded values are not recommended for survey control.
 NX0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NX0287.See file dsdata.txt to determine how the superseded data were derived.
 NX0287
 NX0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKG6613467696(NAD 83)
 NX0287_MARKER: DS = TRIANGULATION STATION DISK
 NX0287_SETTING: 66 = SET IN ROCK OUTCROP
 NX0287
 NX0287  HISTORY     - Date     Condition        Report By
 NX0287  HISTORY     - 1950     MONUMENTED       CGS
 NX0287
 NX0287                          STATION DESCRIPTION
 NX0287
 NX0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (EBL)
 NX0287'THE STATION IS LOCATED ABOUT 5 MILES AIR LINE SOUTHEAST OF THE
 NX0287'TOWN OF ADEL, AND ON THE HIGHEST POINT OF A NORTH-SOUTH RIDGE IN
 NX0287'THE NORTH END OF THE COLEMAN VALLEY.  THE RIDGE DROPS OFF TO THE
 NX0287'EAST IN A SHEAR CLIFF, AND A GRADUAL SLOPE TO THE WEST.  THE
 NX0287'STATION IS 22.5 FEET SOUTHWEST OF A CAIRN, 13.6 FEET WEST OF THE
 NX0287'EDGE OF THE CLIFF, AND 5.4 FEET WEST OF A WITNESS POST.  THE
 NX0287'MARK IS A BRONZE DISK STAMPED ADEL 1950, AND IS FLUSH WITH THE
 NX0287'SURROUNDING GROUND.
 NX0287'
 NX0287'REFERENCE MARK NO. 1 IS A BRONZE DISK, STAMPED ADEL 1950 NO 1,
 NX0287'AND SET FLUSH WITH THE GROUND 3 FEET WEST OF THE EDGE OF THE CLIFF.
 NX0287'
 NX0287'REFERENCE MARK NO. 2 IS 5 FEET WEST OF THE EDGE OF THE CLIFF, AND
 NX0287'3 FEET NORTHEAST OF A CAIRN.  IT IS A BRONZE DISK STAMPED ADEL
 NX0287'1950 NO 2, AND PROJECTS 2 FEET.
 NX0287'
 NX0287'THE AZIMUTH MARK IS 0.25 MILE WEST OF A DRY LAKE BED, AND 30
 NX0287'FEET EAST OF THE MAIN ROAD.  IT IS A BRONZE DISK STAMPED ADEL
 NX0287'1950, AND PROJECTS 2 FEET.
 NX0287'
 NX0287'TO REACH FROM DYKES STORE AND POST OFFICE IN THE TOWN OF ADEL,
 NX0287'GO SOUTH ON THE FT. BIDWELL ROAD FOR 2.2 MILES.  TURN EAST AS PER
 NX0287'SIGN COLEMAN VALLEY, GUANO VALLEY AND GO 3.8 MILES TO A WOOD
 NX0287'BRIDGE.  CONTINUE ON FROM THE BRIDGE FOR 0.8 MILE TO THE AZIMUTH
 NX0287'MARK ON THE LEFT.  PROCEED 0.4 MILE.  THEN TURN LEFT ON A TRACK
 NX0287'ROAD FOR 0.05 MILE.  TURN LEFT GOING AROUND THE NORTH END OF A
 NX0287'DRY LAKE BED TO A LOW SADDLE.  HERE TURN RIGHT ACROSS COUNTRY
 NX0287'TO THE HIGHEST POINT OF THE RIDGE AND STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1518 ***********************************************************************
 RD1518  DESIGNATION -  ADELMAN
 RD1518  PID         -  RD1518
 RD1518  STATE/COUNTY-  OR/MARION
 RD1518  USGS QUAD   -  WOODBURN (1985)
 RD1518
 RD1518                         *CURRENT SURVEY CONTROL
 RD1518  ___________________________________________________________________
 RD1518* NAD 83(1991)-  45 12 28.12528(N)    122 46 12.09712(W)     ADJUSTED  
 RD1518* NAVD 88     -        57.717  (meters)     189.36   (feet)  ADJUSTED  
 RD1518  ___________________________________________________________________
 RD1518  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 RD1518  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 RD1518  DYNAMIC HT  -          57.714 (meters)     189.35  (feet)  COMP
 RD1518  MODELED GRAV-     980,581.2   (mgal)                       NAVD 88
 RD1518
 RD1518  HORZ ORDER  -  SECOND
 RD1518  VERT ORDER  -  FIRST     CLASS II
 RD1518
 RD1518.The horizontal coordinates were established by classical geodetic methods
 RD1518.and adjusted by the National Geodetic Survey in October 1991.
 RD1518
 RD1518.The orthometric height was determined by differential leveling
 RD1518.and adjusted in June 1991.
 RD1518
 RD1518.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1518
 RD1518.The geoid height was determined by GEOID03.
 RD1518
 RD1518.The dynamic height is computed by dividing the NAVD 88
 RD1518.geopotential number by the normal gravity value computed on the
 RD1518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1518.degrees latitude (g = 980.6199 gals.).
 RD1518
 RD1518.The modeled gravity was interpolated from observed gravity values.
 RD1518
 RD1518;                    North         East     Units Scale Factor Converg.
 RD1518;SPC OR N     -   173,759.196 2,321,705.960   MT  0.99989481   -1 36 35.5
 RD1518;SPC OR N     -   570,076.10  7,617,145.54   iFT  0.99989481   -1 36 35.5
 RD1518;UTM  10      - 5,006,061.886   518,059.751   MT  0.99960401   +0 09 47.5
 RD1518
 RD1518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1518!SPC OR N     -   0.99999456  x   0.99989481  =   0.99988937
 RD1518!UTM  10      -   0.99999456  x   0.99960401  =   0.99959857
 RD1518
 RD1518|---------------------------------------------------------------------|
 RD1518| PID    Reference Object                     Distance      Geod. Az  |
 RD1518|                                                           dddmmss.s |
 RD1518| RD1517 ADELMAN RM 3                         12.386 METERS 09920     |
 RD1518| CE2244 ADELMAN RM 1                         24.418 METERS 18821     |
 RD1518| CE2245 ADELMAN RM 2                         16.235 METERS 26932     |
 RD1518| CE2243 ADELMAN AZ MK 2                                    2995408.4 |
 RD1518| CE2242 ADELMAN AZ MK                                      3004337.7 |
 RD1518|---------------------------------------------------------------------|
 RD1518
 RD1518                          SUPERSEDED SURVEY CONTROL
 RD1518
 RD1518  NAD 83(1986)-  45 12 28.14707(N)    122 46 12.10732(W) AD(       ) 2
 RD1518  NAD 27      -  45 12 28.71465(N)    122 46 07.77135(W) AD(       ) 2
 RD1518  NGVD 29 (07/19/86)   55.9    (m)          183.     (f) VERT ANG    3  
 RD1518
 RD1518.Superseded values are not recommended for survey control.
 RD1518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1518.See file dsdata.txt to determine how the superseded data were derived.
 RD1518
 RD1518_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1806006062(NAD 83)
 RD1518_MARKER: DS = TRIANGULATION STATION DISK
 RD1518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD1518_SP_SET: CONCRETE POST
 RD1518_STAMPING: ADELMAN 1940
 RD1518_MARK LOGO: CGS   
 RD1518_PROJECTION: FLUSH
 RD1518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD1518+STABILITY: SURFACE MOTION
 RD1518
 RD1518  HISTORY     - Date     Condition        Report By
 RD1518  HISTORY     - 1941     MONUMENTED       CGS
 RD1518  HISTORY     - 1967     SEE DESCRIPTION  CGS
 RD1518  HISTORY     - 1972     SEE DESCRIPTION  NGS
 RD1518  HISTORY     - 1987     GOOD             NGS
 RD1518
 RD1518                          STATION DESCRIPTION
 RD1518
 RD1518'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (ANS)
 RD1518'STATION IS ABOUT 2-1/2 MILES NORTHEAST OF HUBBARD, 11-1/2 MILES
 RD1518'SOUTHWEST OF OREGON CITY, AND 0.1 MILE EAST OF U.S. HIGHWAY 99E,
 RD1518'AT THE EAST END OF A NARROW PASTURE LANE, AND IN THE NORTHEAST
 RD1518'CORNER OF A HEAVILY TIMBERED PASTURE, ON LAND NOW OCCUPIED BY
 RD1518'JOHN ADELMAN.  THE STATION IS 22.5 FEET SOUTH OF CENTERLINE OF
 RD1518'EAST-WEST GRAVEL ROAD, 7.2 FEET SOUTH OF FENCE LINE, AND 8.6
 RD1518'FEET EAST OF A WHITE WITNESS POST.  THE MARK PROJECTS 6 INCHES
 RD1518'AND IS STAMPED ADELMAN 1940.  NOTES 1A AND 7A.
 RD1518'
 RD1518'REFERENCE MARK NO.1 IS AT ABOUT THE SAME ELEVATION AS THE STATION,
 RD1518'0.9 FOOT EAST OF NORTH-SOUTH FENCE LINE, AND 61 FEET SOUTH OF
 RD1518'FENCE CORNER AT THE END OF NARROW PASTURE LANE.  THE MARK PROJECTS
 RD1518'6 INCHES AND IS STAMPED ADELMAN NO 1 1940.  NOTE 11A.
 RD1518'
 RD1518'REFERENCE MARK NO.2 IS AT ABOUT THE SAME ELEVATION AS THE STATION,
 RD1518'1.3 FEET SOUTH OF AN EAST-WEST FENCE LINE, 218 FEET SOUTH OF
 RD1518'CENTERLINE OF EAST-WEST GRAVEL ROAD, AND 4.2 FEET WEST OF JOG IN
 RD1518'FENCE LINE.  THE MARK PROJECTS 6 INCHES AND IS STAMPED ADELMAN
 RD1518'NO 2 1940.  NOTE 11A.
 RD1518'
 RD1518'TO REACH THE STATION FROM THE WATER TANK IN HUBBARD, GO NORTHEAST
 RD1518'ON U.S. HIGHWAY 99E FOR 2.2 MILES TO THE ADELMAN FARMHOUSE AND A
 RD1518'GRAVEL ROAD ON THE RIGHT (EAST).  (TO REACH AZIMUTH FROM HERE,
 RD1518'CONTINUE ON U.S. HIGHWAY 99E FOR 0.1 MILE TO MARK ON RIGHT,
 RD1518'EAST.) TURN RIGHT (EAST) AND GO 0.2 MILE TO THE END OF A NARROW
 RD1518'PASTURE LANE AND STATION ON THE RIGHT (SOUTH).
 RD1518'
 RD1518'THE AZIMUTH MARK IS 0.2 MILE WEST-NORTHWEST OF STATION, HALFWAY
 RD1518'BETWEEN A CULTIVATED FIELD AND EDGE OF ROAD BANK IN THE POLE LINE,
 RD1518'36.5 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 99E, 3 FEET NORTH
 RD1518'OF HIGHLINE POLE, AND 3 FEET SOUTH OF A WHITE WITNESS POST.  THE
 RD1518'MARK PROJECTS 6 INCHES AND IS STAMPED ADELMAN 1940.  NOTE 11A.
 RD1518'
 RD1518'HEIGHT OF LIGHT ABOVE STATION MARK 7 METERS.
 RD1518
 RD1518                          STATION RECOVERY (1967)
 RD1518
 RD1518'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JCL)
 RD1518'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 RD1518'WERE RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND
 RD1518'UNEARTHED.  ANOTHER AZIMUTH MARK WAS ESTABLISHED.  LANDMARKS HAVE
 RD1518'CHANGED.  THE FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 RD1518'
 RD1518'THE STATION IS 2 MILES NORTHEAST OF HUBBARD, 2 MILES SOUTH OF
 RD1518'AURORA AND 0.2 MILE EAST OF U.S. HIGHWAY 99E ON PROPERTY OWNED
 RD1518'BY MR. E. D. JACOBS.
 RD1518'
 RD1518'TO REACH THE STATION FROM THE CROSS STREET, JUST WEST OF THE
 RD1518'AURORA POST OFFICE, GO SOUTHWEST ON U.S. HIGHWAY 99E FOR 1.8 MILES
 RD1518'TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTHWEST ON
 RD1518'U.S. HIGHWAY 99E FOR 0.1 MILE TO A SIDE ROAD LEFT, TURN LEFT AND
 RD1518'GO EAST ON THE GRAVELED ROAD FOR 0.2 MILE TO MR. JACOBS RESIDENCE
 RD1518'AND THE STATION ON THE RIGHT.
 RD1518'
 RD1518'THE STATION MARK, STAMPED ADELMAN 1940, IS 74 FEET NORTHEAST OF THE
 RD1518'NORTHEAST CORNER OF THE HOUSE, 22 FEET SOUTHEAST OF A POWER POLE
 RD1518'WITH A TRANSFORMER ON IT, 21 FEET SOUTH OF THE CENTER OF THE
 RD1518'GRAVELED ROAD, 14 FEET SOUTHEAST OF MR. JACOBS MAIL BOX AND 6.5
 RD1518'FEET SOUTH OF A METAL WITNESS POST.  A STANDARD DISK SET IN A
 RD1518'10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 1 INCH.  (NOTE
 RD1518'1A AND 7A)
 RD1518'
 RD1518'REFERENCE MARK NO. 1, STAMPED ADELMAN NO 1 1940, IS A STANDARD
 RD1518'DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3
 RD1518'INCHES, 86 FEET SOUTH OF THE WITNESS POST, 35 FEET SOUTHEAST ON
 RD1518'THE NORTHEAST CORNER OF THE HOUSE, 23.5 FEET WEST OF THE NORTHWEST
 RD1518'CORNER OF THE GRANARY AND 3.5 FEET SOUTHEAST OF A LONE PINE
 RD1518'TREE.  (NOTE 11A)
 RD1518'
 RD1518'REFERENCE MARK NO. 2, STAMPED ADELMAN NO 2 1940, IS A STANDARD
 RD1518'DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH, 63
 RD1518'FEET NORTH-NORTHWEST ON THE NORTHEAST CORNER OF THE HOUSE, 55 FEET
 RD1518'SOUTHWEST OF THE WITNESS POST, 34 FEET WEST-SOUTHWEST OF THE
 RD1518'POWER POLE, 26 FEET NORTHEAST OF THE NORTH END OF THE SIDEWALK
 RD1518'AND 21 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD.  (NOTE
 RD1518'11A)
 RD1518'
 RD1518'THE AZIMUTH MARK, STAMPED ADELMAN 1940 1967 AZ 2, IS A STANDARD
 RD1518'DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 7
 RD1518'INCHES, 125 FEET SOUTH OF THE EAST END OF A CONCRETE CULVERT UNDER
 RD1518'THE RAILROAD, 41 FEET WEST OF THE CENTER OF U.S. HIGHWAY 99E, 40
 RD1518'FEET EAST OF THE NEAREST RAIL OF THE RAILROAD, 22 FEET NORTH OF
 RD1518'THE CENTER OF D. M. OLMSTEADS PRIVATE DRIVEWAY AND 0.5 FOOT
 RD1518'SOUTH OF A METAL WITNESS POST.  (NOTE 16A)
 RD1518
 RD1518                          STATION RECOVERY (1972)
 RD1518
 RD1518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LDF)
 RD1518'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 RD1518'RECOVERED IN GOOD CONDITION.  THE ANGLE BETWEEN REFERENCE MARKS
 RD1518'1 AND 2 VERIFIED THE 1967 DATA.  THE DISTANCE TO REFERENCE MARK 1
 RD1518'CHECKED THE 1967 MEASUREMENT AND REFERENCE MARK 2 WAS FOUND TO BE
 RD1518'0.017 METER GREATER.  DUE TO THESE CHANGES A NEW DESCRIPTION
 RD1518'FOLLOWS.
 RD1518'
 RD1518'STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF CANBY, 2-1/2 MILES
 RD1518'NORTHEAST OF HUBBARD, ON PROPERTY OWNED BY MR. E.D. JACOBS AND
 RD1518'IS IN THE SOUTHEAST 1/4 OF SECTION 23, R 1 W, T 4 S.
 RD1518'
 RD1518'TO REACH THE STATION FROM THE CROSS STREET JUST WEST OF THE POST
 RD1518'OFFICE IN AURORA, GO SOUTHWEST ON U.S. HIGHWAY 99 E FOR 1.8 MILES
 RD1518'TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE AHEAD ON HIGHWAY 99
 RD1518'E FOR 0.1 MILE TO A SIDE ROAD LEFT.  TURN LEFT, EAST ON A
 RD1518'GRAVELED ROAD FOR 0.2 MILE TO THE STATION ON THE RIGHT.
 RD1518'
 RD1518'THE STATION MARK IS A STANDARD DISK STAMPED ADELMAN 1940, SET IN
 RD1518'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH
 RD1518'THE GROUND.  IT IS 22 FEET SOUTHEAST OF A POWER POLE, 18 FEET
 RD1518'SOUTH OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD AND 6 FEET
 RD1518'SOUTH OF A METAL WITNESS POST.
 RD1518'
 RD1518'REFERENCE MARK 1 IS A STANDARD DISK STAMPED ADELMAN NO 1 1940,
 RD1518'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 RD1518'6 INCHES.  IT IS 33 FEET WEST OF A METAL SHED, 30 FEET EAST OF A
 RD1518'HOUSE AND 3 FEET SOUTH OF A 24-INCH TREE.
 RD1518'
 RD1518'REFERENCE MARK 2 IS A STANDARD DISK STAMPED ADELMAN NO 2 1940,
 RD1518'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH
 RD1518'WITH THE GROUND.  IT IS 31 FEET WEST OF THE POWER POLE, 25 FEET
 RD1518'NORTHEAST OF THE NORTH END OF A SIDEWALK AND 20 FEET SOUTH OF THE
 RD1518'APPROXIMATE CENTER OF THE GRAVELED ROAD.
 RD1518'
 RD1518'REFERENCE MARK 3 IS A STANDARD DISK STAMPED ADELMAN NO 3 1940
 RD1518'1972, SET IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT
 RD1518'THAT IS FLUSH WITH THE GROUND.  IT IS 73 FEET NORTH OF THE METAL
 RD1518'SHED, 40.5 FEET SOUTHEAST OF THE METAL WITNESS POST AND 30 FEET
 RD1518'SOUTH OF A DRIVEWAY.
 RD1518'
 RD1518'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ADELMAN AZ 2 1940
 RD1518'1967, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 RD1518'PROJECTS 10 INCHES ABOVE THE GROUND.  IT IS 41 FEET WEST OF THE
 RD1518'CENTERLINE OF U.S. HIGHWAY 99 E, 40 FEET EAST OF THE NEAREST RAIL
 RD1518'OF THE RAILROAD, 21.5 FEET NORTH OF A DRIVEWAY AND 0.5 FOOT SOUTH
 RD1518'OF A METAL WITNESS POST.
 RD1518'
 RD1518'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RD1518'2-1/2 MILES NORTHEAST OF HUBBARD.
 RD1518
 RD1518                          STATION RECOVERY (1987)
 RD1518
 RD1518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD1518'9.3 KM (5.80 MI) NE FROM WOODBURN.
 RD1518'9.0 KM (5.60 MI) NORTHEASTERLY ALONG STATE HIGHWAY 99E FROM ITS
 RD1518'JUNCTION WITH LINCOLN STREET IN WOODBURN, THENCE 0.3 KM (0.20 MI)
 RD1518'EAST ALONG FORBERT ROAD NORTHEAST, 22.5 M (73.8 FT) NORTHEAST OF THE
 RD1518'NORTHEAST CORNER OF A HOUSE, 6.7 M (22.0 FT) EAST OF A UTILITY POLE
 RD1518'WITH A TRANSFORMER AND GUY WIRE, AND 5.5 M (18.0 FT) SOUTH OF THE
 RD1518'CENTER OF THE ROAD.
 RD1518'THE MARK IS 1.8 METERS  S FROM  A WITNESS POST
 RD1518'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1517 ***********************************************************************
 RD1517  DESIGNATION -  ADELMAN RM 3
 RD1517  PID         -  RD1517
 RD1517  STATE/COUNTY-  OR/MARION
 RD1517  USGS QUAD   -  WOODBURN (1985)
 RD1517
 RD1517                         *CURRENT SURVEY CONTROL
 RD1517  ___________________________________________________________________
 RD1517* NAD 83(1991)-  45 12 28.06023(N)    122 46 11.53705(W)     ADJUSTED  
 RD1517* NAVD 88     -        57.613  (meters)     189.02   (feet)  ADJUSTED  
 RD1517  ___________________________________________________________________
 RD1517  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 RD1517  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 RD1517  DYNAMIC HT  -          57.611 (meters)     189.01  (feet)  COMP
 RD1517  MODELED GRAV-     980,581.2   (mgal)                       NAVD 88
 RD1517
 RD1517  HORZ ORDER  -  FIRST
 RD1517  VERT ORDER  -  FIRST     CLASS II
 RD1517
 RD1517.The horizontal coordinates were established by classical geodetic methods
 RD1517.and adjusted by the National Geodetic Survey in October 1991.
 RD1517
 RD1517.The orthometric height was determined by differential leveling
 RD1517.and adjusted in June 1991.
 RD1517
 RD1517.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1517
 RD1517.The geoid height was determined by GEOID03.
 RD1517
 RD1517.The dynamic height is computed by dividing the NAVD 88
 RD1517.geopotential number by the normal gravity value computed on the
 RD1517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1517.degrees latitude (g = 980.6199 gals.).
 RD1517
 RD1517.The modeled gravity was interpolated from observed gravity values.
 RD1517
 RD1517;                    North         East     Units Scale Factor Converg.
 RD1517;SPC OR N     -   173,756.845 2,321,718.120   MT  0.99989481   -1 36 35.1
 RD1517;SPC OR N     -   570,068.39  7,617,185.43   iFT  0.99989481   -1 36 35.1
 RD1517;UTM  10      - 5,006,059.914   518,071.975   MT  0.99960402   +0 09 47.9
 RD1517
 RD1517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1517!SPC OR N     -   0.99999458  x   0.99989481  =   0.99988939
 RD1517!UTM  10      -   0.99999458  x   0.99960402  =   0.99959860
 RD1517
 RD1517:                Primary Azimuth Mark                     Grid Az
 RD1517:SPC OR N     -  AURORA MUNICIPAL TANK                    026 40 41.9
 RD1517:UTM  10      -  AURORA MUNICIPAL TANK                    024 54 18.9
 RD1517
 RD1517|---------------------------------------------------------------------|
 RD1517| PID    Reference Object                     Distance      Geod. Az  |
 RD1517|                                                           dddmmss.s |
 RD1517| RD2644 AURORA MUNICIPAL TANK               APPROX. 2.7 KM 0250406.8 |
 RD1517| CE2244 ADELMAN RM 1                         27.190 METERS 21527     |
 RD1517| CE2245 ADELMAN RM 2                         28.523 METERS 27346     |
 RD1517| CE2243 ADELMAN AZ MK 2                                    2990402.1 |
 RD1517|---------------------------------------------------------------------|
 RD1517
 RD1517                          SUPERSEDED SURVEY CONTROL
 RD1517
 RD1517  NAD 83(1986)-  45 12 28.08203(N)    122 46 11.54742(W) AD(       ) 1
 RD1517  NAD 27      -  45 12 28.64958(N)    122 46 07.21131(W) AD(       ) 1
 RD1517  NGVD 29 (07/19/86)   55.8    (m)          183.     (f) VERT ANG    3  
 RD1517
 RD1517.Superseded values are not recommended for survey control.
 RD1517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1517.See file dsdata.txt to determine how the superseded data were derived.
 RD1517
 RD1517_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1807206060(NAD 83)
 RD1517_MARKER: DR = REFERENCE MARK DISK
 RD1517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD1517_SP_SET: CONCRETE POST
 RD1517_STAMPING: ADELMAN 1940 NO 3 1972
 RD1517_MARK LOGO: NGS   
 RD1517_PROJECTION: FLUSH
 RD1517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD1517+STABILITY: SURFACE MOTION
 RD1517
 RD1517  HISTORY     - Date     Condition        Report By
 RD1517  HISTORY     - 1972     MONUMENTED       NGS
 RD1517  HISTORY     - 1987     GOOD             NGS
 RD1517
 RD1517                          STATION DESCRIPTION
 RD1517
 RD1517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LDF)
 RD1517'STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF CANBY, 2-1/2 MILES
 RD1517'NORTHEAST OF HUBBARD, AND ON PROPERTY OWNED BY MR. E.D. JACOBS
 RD1517'AND IS IN THE SOUTHEAST 1/4 SECTION 23, R 1 W, T 4 S.
 RD1517'
 RD1517'TO REACH THE STATION FROM THE CROSS STREET JUST WEST OF THE POST
 RD1517'OFFICE IN AURORA, GO SOUTHWEST ON U.S. HIGHWAY 99 E FOR 1.8 MILES
 RD1517'TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE AHEAD ON U.S. HIGHWAY
 RD1517'99 E FOR 0.1 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO EAST ON
 RD1517'A GRAVELED ROAD FOR 0.2 MILE TO THE STATION ON THE RIGHT.
 RD1517'
 RD1517'THE STATION MARKS ARE STANDARD REFERENCE MARK DISKS STAMPED
 RD1517'ADELMAN NO 3 1940 1972.  THE SURFACE DISK IS SET IN A 10-INCH
 RD1517'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT
 RD1517'IS 73 FEET NORTHEAST OF A METAL SHED, 40.5 FEET SOUTHEAST OF A
 RD1517'METAL WITNESS POST AND 30 FEET SOUTH OF THE APPROXIMATE CENTER OF
 RD1517'THE GRAVELED ROAD.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR
 RD1517'MASS OF CONCRETE 44 INCHES BELOW THE SURFACE OF THE GROUND.
 RD1517'
 RD1517'ADELMAN 1940 IS A STANDARD STATION MARK DISK STAMPED ADELMAN
 RD1517'1940, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 RD1517'IS FLUSH WITH THE GROUND SURFACE.  IT IS 22 FEET SOUTHEAST OF A
 RD1517'POWER POLE, 18 FEET SOUTH OF THE APPROXIMATE CENTER OF THE
 RD1517'GRAVELED ROAD AND 6 FEET SOUTH OF THE METAL WITNESS POST.
 RD1517'
 RD1517'REFERENCE MARK 1 IS A STANDARD DISK STAMPED ADELMAN NO 1 1940,
 RD1517'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 RD1517'6 INCHES.  IT IS 33 FEET WEST OF A METAL SHED, 30 FEET EAST OF A
 RD1517'HOUSE AND 3 FEET SOUTH OF A 24 INCH TREE.
 RD1517'
 RD1517'REFERENCE MARK 2 IS A STANDARD DISK STAMPED ADELMAN NO 2 1940, SET
 RD1517'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH
 RD1517'THE SURFACE OF THE GROUND.  IT IS 31 FEET WEST OF THE POWER POLE,
 RD1517'25 FEET NORTHEAST OF THE NORTH END OF A SIDEWALK AND 20 FEET SOUTH
 RD1517'OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD.
 RD1517'
 RD1517'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ADELMAN AZ 2 1940 1967,
 RD1517'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 RD1517'10 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 41 FEET WEST OF
 RD1517'THE RAILROAD, 21.5 FEET NORTH OF A DRIVEWAY AND 0.5 FOOT SOUTH OF
 RD1517'A METAL WITNESS POST.
 RD1517'
 RD1517'HEIGHT OF LIGHT ABOVE STATION MARK 30.3 METERS.
 RD1517
 RD1517                          STATION RECOVERY (1987)
 RD1517
 RD1517'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD1517'9.3 KM (5.80 MI) NE FROM WOODBURN.
 RD1517'9.0 KM (5.60 MI) NORTHEASTERLY ALONG STATE HIGHWAY 99E FROM ITS
 RD1517'JUNCTION WITH LINCOLN STREET IN WOODBURN, THENCE 0.3 KM (0.20 MI)
 RD1517'EAST ALONG FORBERT ROAD NORTHEAST, 29.8 M (97.8 FT) NORTHEAST OF THE
 RD1517'NORTHEAST CORNER OF A HOUSE, 12.4 M (40.7 FT) EAST OF TRIANGULATION
 RD1517'STATION ADELMAN, 12.2 M (40.0 FT) WEST OF THE NORTHWEST CORNER OF A
 RD1517'BUILDING, AND 8.8 M (28.9 FT) SOUTH OF THE CENTER OF THE ROAD.
 RD1517'THE MARK IS 12.3 METERS  ESE FROM  A WITNESS POST
 RD1517'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 DG9893 ***********************************************************************
 DG9893  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG9893  DESIGNATION -  ADEPAZ COOP CORS ARP
 DG9893  CORS_ID     -  NWBG
 DG9893  PID         -  DG9893
 DG9893  STATE/COUNTY-  OR/YAMHILL
 DG9893  USGS QUAD   -  NEWBERG (1985)
 DG9893
 DG9893                         *CURRENT SURVEY CONTROL
 DG9893  ___________________________________________________________________
 DG9893* NAD 83(CORS)-  45 18 00.17000(N)    122 58 31.85235(W)     ADJUSTED  
 DG9893* NAVD 88     -              **(meters)            **(feet)            
 DG9893  ___________________________________________________________________
 DG9893  EPOCH DATE  -        2002.00
 DG9893  X           -  -2,445,986.300 (meters)                     COMP
 DG9893  Y           -  -3,770,014.814 (meters)                     COMP
 DG9893  Z           -   4,510,896.012 (meters)                     COMP
 DG9893  ELLIP HEIGHT-          42.920 (meters)          (04/??/05) ADJUSTED
 DG9893  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 DG9893  HORZ ORDER  -  SPECIAL (CORS)
 DG9893  ELLP ORDER  -  SPECIAL (CORS)
 DG9893
 DG9893.ITRF positions are available for this station.
 DG9893.The coordinates were established by GPS observations
 DG9893.and adjusted by the National Geodetic Survey in April 2005.
 DG9893.The coordinates are valid at the epoch date displayed above.
 DG9893.The epoch date for horizontal control is a decimal equivalence
 DG9893.of Year/Month/Day.
 DG9893
 DG9893
 DG9893.The PID for the CORS L1 Phase Center is DG9894.
 DG9893
 DG9893.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG9893
 DG9893.The ellipsoidal height was determined by GPS observations
 DG9893.and is referenced to NAD 83.
 DG9893
 DG9893.The geoid height was determined by GEOID03.
 DG9893
 DG9893;                    North         East     Units Scale Factor Converg.
 DG9893;SPC OR N     -   184,477.975 2,305,885.263   MT  0.99989720   -1 45 20.2
 DG9893;SPC OR N     -   605,242.70  7,565,240.36   iFT  0.99989720   -1 45 20.2
 DG9893
 DG9893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9893!SPC OR N     -   0.99999327  x   0.99989720  =   0.99989047
 DG9893
 DG9893                          SUPERSEDED SURVEY CONTROL
 DG9893
 DG9893.No superseded survey control is available for this station.
 DG9893
 DG9893_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER0192016283(NAD 83)
 DG9893_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG9893
 DG9893                          STATION DESCRIPTION
 DG9893
 DG9893'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DG9893'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DG9893'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DG9893'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DG9893'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DG9893'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 DG9894 ***********************************************************************
 DG9894  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG9894  DESIGNATION -  ADEPAZ COOP CORS L1 PHASE CENTER
 DG9894  CORS_ID     -  NWBG
 DG9894  PID         -  DG9894
 DG9894  STATE/COUNTY-  OR/YAMHILL
 DG9894  USGS QUAD   -  NEWBERG (1985)
 DG9894
 DG9894                         *CURRENT SURVEY CONTROL
 DG9894  ___________________________________________________________________
 DG9894* NAD 83(CORS)-  45 18 00.17001(N)    122 58 31.85232(W)     ADJUSTED  
 DG9894* NAVD 88     -              **(meters)            **(feet)            
 DG9894  ___________________________________________________________________
 DG9894  EPOCH DATE  -        2002.00
 DG9894  X           -  -2,445,986.327 (meters)                     COMP
 DG9894  Y           -  -3,770,014.857 (meters)                     COMP
 DG9894  Z           -   4,510,896.063 (meters)                     COMP
 DG9894  ELLIP HEIGHT-          42.992 (meters)          (04/??/05) ADJUSTED
 DG9894  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 DG9894  HORZ ORDER  -  SPECIAL (CORS)
 DG9894  ELLP ORDER  -  SPECIAL (CORS)
 DG9894
 DG9894.ITRF positions are available for this station.
 DG9894.The coordinates were established by GPS observations
 DG9894.and adjusted by the National Geodetic Survey in April 2005.
 DG9894.The coordinates are valid at the epoch date displayed above.
 DG9894.The epoch date for horizontal control is a decimal equivalence
 DG9894.of Year/Month/Day.
 DG9894
 DG9894
 DG9894.The PID for the CORS ARP is DG9893.
 DG9894
 DG9894.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG9894
 DG9894.The ellipsoidal height was determined by GPS observations
 DG9894.and is referenced to NAD 83.
 DG9894
 DG9894.The geoid height was determined by GEOID03.
 DG9894
 DG9894;                    North         East     Units Scale Factor Converg.
 DG9894;SPC OR N     -   184,477.976 2,305,885.264   MT  0.99989720   -1 45 20.2
 DG9894;SPC OR N     -   605,242.70  7,565,240.37   iFT  0.99989720   -1 45 20.2
 DG9894
 DG9894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9894!SPC OR N     -   0.99999326  x   0.99989720  =   0.99989046
 DG9894
 DG9894                          SUPERSEDED SURVEY CONTROL
 DG9894
 DG9894.No superseded survey control is available for this station.
 DG9894
 DG9894_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER0192016283(NAD 83)
 DG9894_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG9894
 DG9894                          STATION DESCRIPTION
 DG9894
 DG9894'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG9894'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DG9894'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DG9894'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DG9894'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DG9894'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH0787 ***********************************************************************
 OH0787  DESIGNATION -  ADRIAN
 OH0787  PID         -  OH0787
 OH0787  STATE/COUNTY-  OR/MALHEUR
 OH0787  USGS QUAD   -  ADRIAN (1967)
 OH0787
 OH0787                         *CURRENT SURVEY CONTROL
 OH0787  ___________________________________________________________________
 OH0787* NAD 83(1991)-  43 44 31.46390(N)    117 04 09.93622(W)     ADJUSTED  
 OH0787* NAVD 88     -       690.804  (meters)    2266.41   (feet)  ADJUSTED  
 OH0787  ___________________________________________________________________
 OH0787  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 OH0787  GEOID HEIGHT-         -17.97  (meters)                     GEOID03
 OH0787  DYNAMIC HT  -         690.567 (meters)    2265.64  (feet)  COMP
 OH0787  MODELED GRAV-     980,255.2   (mgal)                       NAVD 88
 OH0787
 OH0787  HORZ ORDER  -  THIRD
 OH0787  VERT ORDER  -  SECOND    CLASS 0
 OH0787
 OH0787.The horizontal coordinates were established by classical geodetic methods
 OH0787.and adjusted by the National Geodetic Survey in October 1991.
 OH0787
 OH0787.The orthometric height was determined by differential leveling
 OH0787.and adjusted in June 1991.
 OH0787
 OH0787.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH0787
 OH0787.The geoid height was determined by GEOID03.
 OH0787
 OH0787.The dynamic height is computed by dividing the NAVD 88
 OH0787.geopotential number by the normal gravity value computed on the
 OH0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0787.degrees latitude (g = 980.6199 gals.).
 OH0787
 OH0787.The modeled gravity was interpolated from observed gravity values.
 OH0787
 OH0787;                    North         East     Units Scale Factor Converg.
 OH0787;SPC OR S     -   236,205.190 1,776,249.845   MT  0.99994468   +2 20 49.3
 OH0787;SPC OR S     -   774,951.41  5,827,591.35   iFT  0.99994468   +2 20 49.3
 OH0787;SPC ID W     -   231,381.458   693,723.092   MT  1.00007221   -0 54 44.5
 OH0787;SPC ID W     -   759,124.00  2,275,989.84   sFT  1.00007221   -0 54 44.5
 OH0787;UTM  11      - 4,843,228.482   494,409.717   MT  0.99960038   -0 02 52.8
 OH0787
 OH0787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH0787!SPC OR S     -   0.99989450  x   0.99994468  =   0.99983919
 OH0787!SPC ID W     -   0.99989450  x   1.00007221  =   0.99996671
 OH0787!UTM  11      -   0.99989450  x   0.99960038  =   0.99949493
 OH0787
 OH0787|---------------------------------------------------------------------|
 OH0787| PID    Reference Object                     Distance      Geod. Az  |
 OH0787|                                                           dddmmss.s |
 OH0787| CD5765 ADRIAN RM 1                          28.840 METERS 03759     |
 OH0787| CD5766 ADRIAN RM 2                          25.282 METERS 08215     |
 OH0787| OH1174 RATTLESNAKE                         APPROX. 1.5 KM 2670239.2 |
 OH0787|---------------------------------------------------------------------|
 OH0787
 OH0787                          SUPERSEDED SURVEY CONTROL
 OH0787
 OH0787  NAD 83(1986)-  43 44 31.46405(N)    117 04 09.93567(W) AD(       ) 3
 OH0787  NAD 27      -  43 44 31.90200(N)    117 04 06.35800(W) AD(       ) 3
 OH0787  NGVD 29 (??/??/92)  689.861  (m)         2263.32   (f) ADJ UNCH    2 0
 OH0787
 OH0787.Superseded values are not recommended for survey control.
 OH0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0787.See file dsdata.txt to determine how the superseded data were derived.
 OH0787
 OH0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ9441043228(NAD 83)
 OH0787_MARKER: DS = TRIANGULATION STATION DISK
 OH0787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0787_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0787_STAMPING: ADRIAN 1944
 OH0787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0787+STABILITY: SURFACE MOTION
 OH0787
 OH0787  HISTORY     - Date     Condition        Report By
 OH0787  HISTORY     - 1944     MONUMENTED       CGS
 OH0787  HISTORY     - 1944     GOOD             CGS
 OH0787  HISTORY     - 1966     MARK NOT FOUND   NGS
 OH0787  HISTORY     - 1971     SEE DESCRIPTION  NGS
 OH0787
 OH0787                          STATION DESCRIPTION
 OH0787
 OH0787'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (ANS)
 OH0787'STATION IS LOCATED ON THE GROUNDS OF THE HIGH SCHOOL AT
 OH0787'ADRIAN.  SCHOOL IS ABOUT 2 BLOCKS E OF THE HIGHWAY AND RAILROAD
 OH0787'TRACKS.  MARK IS 72 FEET WNW OF THE SW CORNER OF THE HIGH SCHOOL
 OH0787'BUILDING, 93 FEET NE OF THE CORNER OF A CONCRETE TENNIS COURT,
 OH0787'28.55 FEET SSW OF A FLAGPOLE, 13.0 FEET S OF CONCRETE WALK, AND
 OH0787'6.0 FEET FROM THE SW CORNER OF THE TERRACE OF THE SCHOOL
 OH0787'GROUNDS.  THERE IS A SMALL PRIMARY SCHOOL BUILDING ON A LOWER
 OH0787'TERRACE, ABOUT 240 FEET TO THE SW.
 OH0787'
 OH0787'SURFACE AND UNDERGROUND MARKS ARE BRONZE DISKS SET IN CONCRETE.
 OH0787'
 OH0787'NO REFERENCE MARK WAS SET.
 OH0787'
 OH0787'TRIANGULATION STATION RATTLESNAKE WILL SERVE AS AN AZIMUTH MARK.
 OH0787
 OH0787                          STATION RECOVERY (1944)
 OH0787
 OH0787'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944
 OH0787'IN ADRIAN.
 OH0787'AT ADRIAN, MALHEUR COUNTY, 0.2 MILE NORTH OF THE POST
 OH0787'OFFICE, AT THE HIGH SCHOOL, 75.3 FEET SOUTHWEST OF THE SOUTHWEST
 OH0787'CORNER OF THE BRICK BUILDING, IN THE SOUTHWEST CORNER OF THE SCHOOL
 OH0787'LAWN, 13.5 FEET WEST OF THE STEPS, 6 FEET NORTHEAST OF THE CORNER OF
 OH0787'AN EMBANKMENT, AND 6 INCHES ABOVE THE GROUND.  A STANDARD
 OH0787'TRIANGULATION-STATION DISK, STAMPED ADRIAN 1944 AND SET IN THE TOP OF
 OH0787'A CONCRETE POST.
 OH0787
 OH0787                          STATION RECOVERY (1966)
 OH0787
 OH0787'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 OH0787'MARK NOT FOUND.
 OH0787
 OH0787                          STATION RECOVERY (1971)
 OH0787
 OH0787'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 OH0787'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARKS
 OH0787'WERE ESTABLISHED FOR THE STATION THIS DATE.  A NEW AND COMPLETE
 OH0787'DESCRIPTION FOLLOWS.
 OH0787'
 OH0787'THE STATION IS ON THE GROUNDS OF THE ADRIAN SCHOOL.
 OH0787'
 OH0787'THE STATION MARK, STAMPED ADRIAN 1944, IS A STANDARD DISK SET IN
 OH0787'A SQUARE CONCRETE MONUMENT THAT IS 6 INCHES BELOW THE SURFACE, 75
 OH0787'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE HIGH SCHOOL, 36.5
 OH0787'FEET EAST OF THE CENTER OF THE STREET THAT PASSES BETWEEN THE
 OH0787'GRADE SCHOOL, AND THE HIGH SCHOOL, 11 FEET SOUTHEAST OF THE END
 OH0787'OF THE HAND RAIL AT THE TOP STEP, 15 FEET WEST OF THE WEST TREE
 OH0787'AT THE END OF THE ROW OF TREES, AND 10.5 FEET SOUTH OF THE
 OH0787'SOUTH EDGE OF THE SIDEWALK.  (NOTE 1A AND 7A)
 OH0787'
 OH0787'REFERENCE MARK NO. 1, STAMPED ADRIAN 1944 NO 1 1971, IS A
 OH0787'STANDARD DISK CEMENTED IN A DRILL HOLE AT THE NORTH END OF THE
 OH0787'FIRST CONCRETE STEP AT THE WEST END OF THE HIGH SCHOOL, 41 FEET
 OH0787'NORTH-NORTHWEST OF THE SOUTHWEST CORNER OF THE HIGH SCHOOL, AND
 OH0787'24 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE HIGH SCHOOL.
 OH0787'
 OH0787'REFERENCE MARK NO. 2, STAMPED ADRIAN 1944 NO 2 1971, IS A STANDARD
 OH0787'DISK CEMENTED IN A DRILL HOLE IN THE SIDEWALK AT THE SOUTH SIDE OF
 OH0787'THE HIGH SCHOOL, 77.5 FEET WEST-NORTHWEST OF THE FLAG STAFF, 29
 OH0787'FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE HIGH SCHOOL, AND 5
 OH0787'INCHES NORTH OF THE SOUTH EDGE OF THE SIDEWALK.
 OH0787'
 OH0787'TRIANGULATION STATION RATTLESNAKE 1944, MAY BE USED FOR THE
 OH0787'AZIMUTH MARK.  SEE DESCRIPTION THEREOF.
 OH0787'
 OH0787'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OH0787'AT ADRIAN.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1646 ***********************************************************************
 QD1646  DESIGNATION -  AE 010
 QD1646  PID         -  QD1646
 QD1646  STATE/COUNTY-  OR/DESCHUTES
 QD1646  USGS QUAD   -  BEND AIRPORT (1962)
 QD1646
 QD1646                         *CURRENT SURVEY CONTROL
 QD1646  ___________________________________________________________________
 QD1646* NAD 83(1991)-  44 05 10.63434(N)    121 12 12.62093(W)     ADJUSTED  
 QD1646* NAVD 88     -      1058.     (meters)    3471.     (feet)  VERTCON   
 QD1646  ___________________________________________________________________
 QD1646  LAPLACE CORR-           1.91  (seconds)                    DEFLEC99
 QD1646  GEOID HEIGHT-         -20.93  (meters)                     GEOID03
 QD1646  HORZ ORDER  -  SECOND
 QD1646
 QD1646.The horizontal coordinates were established by classical geodetic methods
 QD1646.and adjusted by the National Geodetic Survey in October 1991.
 QD1646
 QD1646.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1646.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1646
 QD1646.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1646
 QD1646.The geoid height was determined by GEOID03.
 QD1646
 QD1646;                    North         East     Units Scale Factor Converg.
 QD1646;SPC OR S     -   269,028.099 1,443,655.680   MT  1.00002308   -0 28 52.7
 QD1646;SPC OR S     -   882,638.12  4,736,403.15   iFT  1.00002308   -0 28 52.7
 QD1646;UTM  10      - 4,883,025.665   643,824.208   MT  0.99985441   +1 15 00.4
 QD1646
 QD1646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1646!SPC OR S     -   0.99983739  x   1.00002308  =   0.99986046
 QD1646!UTM  10      -   0.99983739  x   0.99985441  =   0.99969182
 QD1646
 QD1646:                Primary Azimuth Mark                     Grid Az
 QD1646:SPC OR S     -  AE 020                                   179 56 54.1
 QD1646:UTM  10      -  AE 020                                   178 13 01.0
 QD1646
 QD1646|---------------------------------------------------------------------|
 QD1646| PID    Reference Object                     Distance      Geod. Az  |
 QD1646|                                                           dddmmss.s |
 QD1646| QD1645 AE 020                              APPROX. 0.7 KM 1792801.4 |
 QD1646|---------------------------------------------------------------------|
 QD1646
 QD1646                          SUPERSEDED SURVEY CONTROL
 QD1646
 QD1646  NAD 83(1986)-  44 05 10.63994(N)    121 12 12.62400(W) AD(       ) 2
 QD1646  NAD 27      -  44 05 11.21709(N)    121 12 08.51902(W) AD(       ) 2
 QD1646  NGVD 29 (07/19/86) 1057.     (m)         3468.     (f) VERT ANG    3  
 QD1646
 QD1646.Superseded values are not recommended for survey control.
 QD1646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1646.See file dsdata.txt to determine how the superseded data were derived.
 QD1646
 QD1646_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP4382483026(NAD 83)
 QD1646_MARKER: DD = SURVEY DISK
 QD1646_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 QD1646_SP_SET: OBJECT IMBEDDED IN GROUND
 QD1646_MAGNETIC: N = NO MAGNETIC MATERIAL
 QD1646_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD1646
 QD1646  HISTORY     - Date     Condition        Report By
 QD1646  HISTORY     - 1980     MONUMENTED       OR-017
 QD1646
 QD1646                          STATION DESCRIPTION
 QD1646
 QD1646'DESCRIBED BY DESCHUTES COUNTY OREGON 1980 (JAK)
 QD1646'THE STATION IS ABOUT 7.3 MILES EAST OF BEND ON THE WEST SIDE OF
 QD1646'POWELL BUTTE ROAD.
 QD1646'
 QD1646'TO REACH THE STATION FROM THE COURTHOUSE IN BEND, GO EAST ON
 QD1646'GREENWOOD AVENUE AND HIGHWAY 20 FOR 4.8 MILES TO THE JUNCTION WITH
 QD1646'POWELL BUTTE ROAD.  TURN LEFT AND GO NORTH ON POWELL BUTTE ROAD
 QD1646'FOR 2.5 MILES TO THE STATION.
 QD1646'
 QD1646'STATION IS A STANDARD DESCHUTES COUNTY DISK STAMPED---AE-010 1980---.
 QD1646'THE DISK IS SET IN CONCRETE, FLUSH WITH THE GROUND.  IT IS 17 FEET
 QD1646'WEST OF THE EDGE OF PAVEMENT.  IT IS 45 FEET NORTH OF GRAVELED
 QD1646'DRIVEWAY.  IT IS 60 FEET NORTH OF 12 INCH CORRUGATED METAL PIPE.
 QD1646'IT IS 245 FEET SOUTH OF CONCRETE BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1645 ***********************************************************************
 QD1645  DESIGNATION -  AE 020
 QD1645  PID         -  QD1645
 QD1645  STATE/COUNTY-  OR/DESCHUTES
 QD1645  USGS QUAD   -  BEND AIRPORT (1962)
 QD1645
 QD1645                         *CURRENT SURVEY CONTROL
 QD1645  ___________________________________________________________________
 QD1645* NAD 83(1991)-  44 04 48.47995(N)    121 12 12.33505(W)     ADJUSTED  
 QD1645* NAVD 88     -      1058.     (meters)    3471.     (feet)  VERTCON   
 QD1645  ___________________________________________________________________
 QD1645  LAPLACE CORR-           1.77  (seconds)                    DEFLEC99
 QD1645  GEOID HEIGHT-         -20.92  (meters)                     GEOID03
 QD1645  HORZ ORDER  -  SECOND
 QD1645
 QD1645.The horizontal coordinates were established by classical geodetic methods
 QD1645.and adjusted by the National Geodetic Survey in October 1991.
 QD1645
 QD1645.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1645.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1645
 QD1645.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1645
 QD1645.The geoid height was determined by GEOID03.
 QD1645
 QD1645;                    North         East     Units Scale Factor Converg.
 QD1645;SPC OR S     -   268,344.260 1,443,656.296   MT  1.00002135   -0 28 52.5
 QD1645;SPC OR S     -   880,394.55  4,736,405.17   iFT  1.00002135   -0 28 52.5
 QD1645;UTM  10      - 4,882,342.271   643,845.481   MT  0.99985449   +1 15 00.1
 QD1645
 QD1645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1645!SPC OR S     -   0.99983739  x   1.00002135  =   0.99985873
 QD1645!UTM  10      -   0.99983739  x   0.99985449  =   0.99969190
 QD1645
 QD1645:                Primary Azimuth Mark                     Grid Az
 QD1645:SPC OR S     -  AE 010                                   359 56 54.1
 QD1645:UTM  10      -  AE 010                                   358 13 01.5
 QD1645
 QD1645|---------------------------------------------------------------------|
 QD1645| PID    Reference Object                     Distance      Geod. Az  |
 QD1645|                                                           dddmmss.s |
 QD1645| QD1646 AE 010                              APPROX. 0.7 KM 3592801.6 |
 QD1645|---------------------------------------------------------------------|
 QD1645
 QD1645                          SUPERSEDED SURVEY CONTROL
 QD1645
 QD1645  NAD 83(1986)-  44 04 48.48567(N)    121 12 12.33824(W) AD(       ) 2
 QD1645  NAD 27      -  44 04 49.06250(N)    121 12 08.23381(W) AD(       ) 2
 QD1645  NGVD 29 (07/19/86) 1057.     (m)         3468.     (f) VERT ANG    3  
 QD1645
 QD1645.Superseded values are not recommended for survey control.
 QD1645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1645.See file dsdata.txt to determine how the superseded data were derived.
 QD1645
 QD1645_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP4384582342(NAD 83)
 QD1645_MARKER: DD = SURVEY DISK
 QD1645_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 QD1645_MAGNETIC: N = NO MAGNETIC MATERIAL
 QD1645_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD1645
 QD1645  HISTORY     - Date     Condition        Report By
 QD1645  HISTORY     - 1980     MONUMENTED       OR-017
 QD1645
 QD1645                          STATION DESCRIPTION
 QD1645
 QD1645'DESCRIBED BY DESCHUTES COUNTY OREGON 1980 (JAK)
 QD1645'THE STATION IS ABOUT 6.9 MILES EAST OF BEND ON THE EAST SIDE OF
 QD1645'POWELL BUTTE ROAD.
 QD1645'
 QD1645'TO REACH THE STATION FROM THE COURTHOUSE IN BEND, GO EAST ON
 QD1645'GREENWOOD AND HIGHWAY 20 FOR 4.8 MILES TO THE JUNCTION WITH POWELL
 QD1645'BUTTE ROAD.  TURN LEFT AND GO NORTH ON POWELL BUTTE ROAD FOR 2.1 MILES
 QD1645'TO THE JUNCTION WITH ERICKSON ROAD AND THE STATION.
 QD1645'
 QD1645'STATION IS A STANDARD DESCHUTES COUNTY DISK STAMPED---AE-020 1980---.
 QD1645'THE DISK IS SET IN CONCRETE, FLUSH WITH THE GROUND.  IT IS 6 FEET
 QD1645'EAST OF THE EDGE OF PAVEMENT IN THE SHOULDER OF POWELL BUTTE ROAD.
 QD1645'IT IS 2 FEET SOUTH OF CENTERLINE OF ERICKSON ROAD.  IT IS 15 FEET
 QD1645'SOUTH OF THE NORTHERN DRIVEWAY TO THE SNO-VU SHORTHORN RANCH,
 QD1645'ADDRESS 62800.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1648 ***********************************************************************
 QD1648  DESIGNATION -  AE 030
 QD1648  PID         -  QD1648
 QD1648  STATE/COUNTY-  OR/DESCHUTES
 QD1648  USGS QUAD   -  BEND AIRPORT (1962)
 QD1648
 QD1648                         *CURRENT SURVEY CONTROL
 QD1648  ___________________________________________________________________
 QD1648* NAD 83(1991)-  44 04 48.50603(N)    121 12 48.74679(W)     ADJUSTED  
 QD1648* NAVD 88     -      1068.     (meters)    3504.     (feet)  VERTCON   
 QD1648  ___________________________________________________________________
 QD1648  LAPLACE CORR-           1.68  (seconds)                    DEFLEC99
 QD1648  GEOID HEIGHT-         -20.93  (meters)                     GEOID03
 QD1648  HORZ ORDER  -  SECOND
 QD1648
 QD1648.The horizontal coordinates were established by classical geodetic methods
 QD1648.and adjusted by the National Geodetic Survey in October 1991.
 QD1648
 QD1648.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1648.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1648
 QD1648.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1648
 QD1648.The geoid height was determined by GEOID03.
 QD1648
 QD1648;                    North         East     Units Scale Factor Converg.
 QD1648;SPC OR S     -   268,351.918 1,442,846.172   MT  1.00002136   -0 29 17.4
 QD1648;SPC OR S     -   880,419.68  4,733,747.28   iFT  1.00002136   -0 29 17.4
 QD1648;UTM  10      - 4,882,325.455   643,035.632   MT  0.99985163   +1 14 34.7
 QD1648
 QD1648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1648!SPC OR S     -   0.99983582  x   1.00002136  =   0.99985718
 QD1648!UTM  10      -   0.99983582  x   0.99985163  =   0.99968747
 QD1648
 QD1648:                Primary Azimuth Mark                     Grid Az
 QD1648:SPC OR S     -  AE 040                                   270 29 08.1
 QD1648:UTM  10      -  AE 040                                   268 45 16.0
 QD1648
 QD1648|---------------------------------------------------------------------|
 QD1648| PID    Reference Object                     Distance      Geod. Az  |
 QD1648|                                                           dddmmss.s |
 QD1648| QD1651 AE 040                              APPROX. 0.8 KM 2695950.7 |
 QD1648|---------------------------------------------------------------------|
 QD1648
 QD1648                          SUPERSEDED SURVEY CONTROL
 QD1648
 QD1648  NAD 83(1986)-  44 04 48.51180(N)    121 12 48.74998(W) AD(       ) 2
 QD1648  NAD 27      -  44 04 49.08912(N)    121 12 44.64456(W) AD(       ) 2
 QD1648  NGVD 29 (07/19/86) 1067.     (m)         3501.     (f) VERT ANG    3  
 QD1648
 QD1648.Superseded values are not recommended for survey control.
 QD1648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1648.See file dsdata.txt to determine how the superseded data were derived.
 QD1648
 QD1648_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP4303682325(NAD 83)
 QD1648_MARKER: DD = SURVEY DISK
 QD1648_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QD1648_SP_SET: METAL PIPE IMBEDDED IN GROUND
 QD1648_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QD1648_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD1648
 QD1648  HISTORY     - Date     Condition        Report By
 QD1648  HISTORY     - 1979     MONUMENTED       OR-017
 QD1648
 QD1648                          STATION DESCRIPTION
 QD1648
 QD1648'DESCRIBED BY DESCHUTES COUNTY OREGON 1979 (JAK)
 QD1648'THE STATION IS ABOUT  5.5 MILES EAST OF BEND ON THE CENTERLINE
 QD1648'OF ERICKSON ROAD.
 QD1648'
 QD1648'TO REACH THE STATION FROM THE COURTHOUSE IN BEND, GO EAST ON
 QD1648'GREENWOOD AVENUE AND HIGHWAY 20 FOR 4.6 MILES TO THE JUNCTION WITH
 QD1648'ERICKSON ROAD.  TURN LEFT AND GO NORTH ON ERICKSON ROAD FOR 1.6
 QD1648'MILES TO THE JUNCTION DICKEY ROAD.  DICKEY ROAD BEGINS GOING NORTH
 QD1648'AT JUNCTION AND ERICKSON ROAD, TURNS RIGHT AND CONTINUES GOING EAST.
 QD1648'TURN RIGHT AT THIS POINT AND GO EAST ON ERICKSON ROAD FOR 0.5
 QD1648'MILES TO THE STATION.
 QD1648'
 QD1648'STATION IS A STANDARD DESCHUTES COUNTY DISK STAMPED---AE-030---.
 QD1648'THE DISK IS SET IN A MONUMENT BOX MARKED ACCESS COVER.  IT IS IN
 QD1648'THE CENTERLINE OF ERICKSON ROAD. IT IS 25 FEET EAST OF CENTERLINE
 QD1648'OF CINDERED ROAD GOING TO THE NORTH.  IT IS 15 FEET SOUTH OF A 24
 QD1648'INCH CORRUGATED METAL PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1651 ***********************************************************************
 QD1651  DESIGNATION -  AE 040
 QD1651  PID         -  QD1651
 QD1651  STATE/COUNTY-  OR/DESCHUTES
 QD1651  USGS QUAD   -  BEND AIRPORT (1962)
 QD1651
 QD1651                         *CURRENT SURVEY CONTROL
 QD1651  ___________________________________________________________________
 QD1651* NAD 83(1991)-  44 04 48.50333(N)    121 13 24.35595(W)     ADJUSTED  
 QD1651* NAVD 88     -      1066.     (meters)    3497.     (feet)  VERTCON   
 QD1651  ___________________________________________________________________
 QD1651  LAPLACE CORR-           1.60  (seconds)                    DEFLEC99
 QD1651  GEOID HEIGHT-         -20.94  (meters)                     GEOID03
 QD1651  HORZ ORDER  -  SECOND
 QD1651
 QD1651.The horizontal coordinates were established by classical geodetic methods
 QD1651.and adjusted by the National Geodetic Survey in October 1991.
 QD1651
 QD1651.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1651.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1651
 QD1651.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1651
 QD1651.The geoid height was determined by GEOID03.
 QD1651
 QD1651;                    North         East     Units Scale Factor Converg.
 QD1651;SPC OR S     -   268,358.632 1,442,053.898   MT  1.00002136   -0 29 41.8
 QD1651;SPC OR S     -   880,441.71  4,731,147.96   iFT  1.00002136   -0 29 41.8
 QD1651;UTM  10      - 4,882,308.235   642,243.652   MT  0.99984885   +1 14 10.0
 QD1651
 QD1651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1651!SPC OR S     -   0.99983613  x   1.00002136  =   0.99985749
 QD1651!UTM  10      -   0.99983613  x   0.99984885  =   0.99968501
 QD1651
 QD1651:                Primary Azimuth Mark                     Grid Az
 QD1651:SPC OR S     -  AE 030                                   090 29 07.7
 QD1651:UTM  10      -  AE 030                                   088 45 15.9
 QD1651
 QD1651|---------------------------------------------------------------------|
 QD1651| PID    Reference Object                     Distance      Geod. Az  |
 QD1651|                                                           dddmmss.s |
 QD1651| QD1648 AE 030                              APPROX. 0.8 KM 0895925.9 |
 QD1651|---------------------------------------------------------------------|
 QD1651
 QD1651                          SUPERSEDED SURVEY CONTROL
 QD1651
 QD1651  NAD 83(1986)-  44 04 48.50913(N)    121 13 24.35913(W) AD(       ) 2
 QD1651  NAD 27      -  44 04 49.08693(N)    121 13 20.25276(W) AD(       ) 2
 QD1651  NGVD 29 (07/19/86) 1065.     (m)         3494.     (f) VERT ANG    3  
 QD1651
 QD1651.Superseded values are not recommended for survey control.
 QD1651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1651.See file dsdata.txt to determine how the superseded data were derived.
 QD1651
 QD1651_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP4224482308(NAD 83)
 QD1651_MARKER: DD = SURVEY DISK
 QD1651_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 QD1651_SP_SET: OBJECT IMBEDDED IN GROUND
 QD1651_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QD1651_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD1651
 QD1651  HISTORY     - Date     Condition        Report By
 QD1651  HISTORY     - 1980     MONUMENTED       OR-017
 QD1651
 QD1651                          STATION DESCRIPTION
 QD1651
 QD1651'DESCRIBED BY DESCHUTES COUNTY OREGON 1980 (JAK)
 QD1651'THE STATION IS ABOUT 6.2 MILES EAST OF BEND ON THE CENTERLINE
 QD1651'OF ERICKSON ROAD.
 QD1651'
 QD1651'TO REACH THE STATION FROM THE COURTHOUSE IN BEND, GO EAST ON
 QD1651'GREENWOOD AVENUE AND HIGHWAY 20 FOR 4.6 MILES TO THE JUNCTION WITH
 QD1651'ERICKSON ROAD.  TURN LEFT AND GO NORTH ON ERICKSON ROAD FOR 1.6 MILES
 QD1651'TO THE JUNCTION WITH DICKEY ROAD AND THE STATION.  AT THIS POINT,
 QD1651'ERICKSON ROAD TURNS TO THE EAST AND DICKEY ROAD BEGINS GOING NORTH.
 QD1651'
 QD1651'STATION IS A STANDARD DESCHUTES COUNTY DISK STAMPED---AE-040 1980---.
 QD1651'THE DISK IS SET IN A MONUMENT BOX MARKED ACCESS COVER.  IT IS 0.5
 QD1651'FEET EAST OF NORTH, SOUTH CENTERLINE OF DICKEY ROAD, AND ON THE
 QD1651'EAST CENTERLINE OF ERICKSON ROAD.  IT IS 37 FEET NORTHWESTERLY OF
 QD1651'POWER POLE NUMBERED R.B.201.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1650 ***********************************************************************
 QD1650  DESIGNATION -  AE 050
 QD1650  PID         -  QD1650
 QD1650  STATE/COUNTY-  OR/DESCHUTES
 QD1650  USGS QUAD   -  BEND AIRPORT (1962)
 QD1650
 QD1650                         *CURRENT SURVEY CONTROL
 QD1650  ___________________________________________________________________
 QD1650* NAD 83(1991)-  44 04 18.45255(N)    121 13 24.07392(W)     ADJUSTED  
 QD1650* NAVD 88     -      1079.     (meters)    3540.     (feet)  VERTCON   
 QD1650  ___________________________________________________________________
 QD1650  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 QD1650  GEOID HEIGHT-         -20.92  (meters)                     GEOID03
 QD1650  HORZ ORDER  -  SECOND
 QD1650
 QD1650.The horizontal coordinates were established by classical geodetic methods
 QD1650.and adjusted by the National Geodetic Survey in October 1991.
 QD1650
 QD1650.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1650.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1650
 QD1650.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1650
 QD1650.The geoid height was determined by GEOID03.
 QD1650
 QD1650;                    North         East     Units Scale Factor Converg.
 QD1650;SPC OR S     -   267,431.079 1,442,052.162   MT  1.00001904   -0 29 41.6
 QD1650;SPC OR S     -   877,398.55  4,731,142.26   iFT  1.00001904   -0 29 41.6
 QD1650;UTM  10      - 4,881,381.211   642,269.930   MT  0.99984894   +1 14 09.5
 QD1650
 QD1650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1650!SPC OR S     -   0.99983409  x   1.00001904  =   0.99985313
 QD1650!UTM  10      -   0.99983409  x   0.99984894  =   0.99968306
 QD1650
 QD1650:                Primary Azimuth Mark                     Grid Az
 QD1650:SPC OR S     -  AE 060                                   181 27 27.1
 QD1650:UTM  10      -  AE 060                                   179 43 36.0
 QD1650
 QD1650|---------------------------------------------------------------------|
 QD1650| PID    Reference Object                     Distance      Geod. Az  |
 QD1650|                                                           dddmmss.s |
 QD1650| QD1654 AE 060                              APPROX. 0.7 KM 1805745.5 |
 QD1650|---------------------------------------------------------------------|
 QD1650
 QD1650                          SUPERSEDED SURVEY CONTROL
 QD1650
 QD1650  NAD 83(1986)-  44 04 18.45845(N)    121 13 24.07718(W) AD(       ) 2
 QD1650  NAD 27      -  44 04 19.03586(N)    121 13 19.97154(W) AD(       ) 2
 QD1650  NGVD 29 (07/19/86) 1078.     (m)         3537.     (f) VERT ANG    3  
 QD1650
 QD1650.Superseded values are not recommended for survey control.
 QD1650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1650.See file dsdata.txt to determine how the superseded data were derived.
 QD1650
 QD1650_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP4227081381(NAD 83)
 QD1650_MARKER: DD = SURVEY DISK
 QD1650_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QD1650_SP_SET: METAL PIPE IMBEDDED IN GROUND
 QD1650_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QD1650_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD1650
 QD1650  HISTORY     - Date     Condition        Report By
 QD1650  HISTORY     - 1980     MONUMENTED       OR-017
 QD1650
 QD1650                          STATION DESCRIPTION
 QD1650
 QD1650'DESCRIBED BY DESCHUTES COUNTY OREGON 1980 (JAK)
 QD1650'THE STATION IS ABOUT 5.6 MILES EAST OF BEND ON THE RIGHT SIDE
 QD1650'OF ERICKSON ROAD.
 QD1650'
 QD1650'TO REACH THE STATION FROM THE COURTHOUSE IN BEND, GO EAST ON
 QD1650'GREENWOOD AVENUE AND HIGHWAY 20 FOR 4.6 MILES TO THE JUNCTION WITH
 QD1650'ERICKSON ROAD.  TURN LEFT AND GO NORTH ON ERICKSON ROAD FOR 1.0 MILE
 QD1650'TO THE STATION.
 QD1650'
 QD1650'STATION IS A STANDARD DESCHUTES COUNTY DISK STAMPED---AE-050 1980---.
 QD1650'THE DISK IS SET IN CONCRETE INSIDE A 4 INCH WATER PIPE WHICH
 QD1650'PROJECTS 4 INCHES ABOVE THE GROUND. IT IS 4 FEET EAST OF THE EDGE
 QD1650'OF PAVEMENT IN THE SHOULDER OF ERICKSON ROAD.  IT IS 42 FEET SOUTH
 QD1650'OF POWER POLE NUMBER RB-208.  IT IS 50 FEET NORTH OF CENTERLINE OF
 QD1650'A GRAVELED DRIVEWAY, ADDRESS 62545.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1654 ***********************************************************************
 QD1654  DESIGNATION -  AE 060
 QD1654  PID         -  QD1654
 QD1654  STATE/COUNTY-  OR/DESCHUTES
 QD1654  USGS QUAD   -  BEND AIRPORT (1962)
 QD1654
 QD1654                         *CURRENT SURVEY CONTROL
 QD1654  ___________________________________________________________________
 QD1654* NAD 83(1991)-  44 03 56.57373(N)    121 13 24.58377(W)     ADJUSTED  
 QD1654* NAVD 88     -      1087.     (meters)    3566.     (feet)  VERTCON   
 QD1654  ___________________________________________________________________
 QD1654  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 QD1654  GEOID HEIGHT-         -20.91  (meters)                     GEOID03
 QD1654  HORZ ORDER  -  SECOND
 QD1654
 QD1654.The horizontal coordinates were established by classical geodetic methods
 QD1654.and adjusted by the National Geodetic Survey in October 1991.
 QD1654
 QD1654.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1654.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1654
 QD1654.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1654
 QD1654.The geoid height was determined by GEOID03.
 QD1654
 QD1654;                    North         East     Units Scale Factor Converg.
 QD1654;SPC OR S     -   266,755.902 1,442,034.982   MT  1.00001737   -0 29 41.9
 QD1654;SPC OR S     -   875,183.41  4,731,085.90   iFT  1.00001737   -0 29 41.9
 QD1654;UTM  10      - 4,880,705.938   642,273.150   MT  0.99984895   +1 14 08.6
 QD1654
 QD1654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1654!SPC OR S     -   0.99983284  x   1.00001737  =   0.99985020
 QD1654!UTM  10      -   0.99983284  x   0.99984895  =   0.99968181
 QD1654
 QD1654:                Primary Azimuth Mark                     Grid Az
 QD1654:SPC OR S     -  AE 050                                   001 27 27.0
 QD1654:UTM  10      -  AE 050                                   359 43 36.5
 QD1654
 QD1654|---------------------------------------------------------------------|
 QD1654| PID    Reference Object                     Distance      Geod. Az  |
 QD1654|                                                           dddmmss.s |
 QD1654| QD1650 AE 050                              APPROX. 0.7 KM 0005745.1 |
 QD1654|---------------------------------------------------------------------|
 QD1654
 QD1654                          SUPERSEDED SURVEY CONTROL
 QD1654
 QD1654  NAD 83(1986)-  44 03 56.57976(N)    121 13 24.58706(W) AD(       ) 2
 QD1654  NAD 27      -  44 03 57.15686(N)    121 13 20.48195(W) AD(       ) 2
 QD1654  NGVD 29 (07/19/86) 1086.     (m)         3563.     (f) VERT ANG    3  
 QD1654
 QD1654.Superseded values are not recommended for survey control.
 QD1654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1654.See file dsdata.txt to determine how the superseded data were derived.
 QD1654
 QD1654_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP4227380706(NAD 83)
 QD1654_MARKER: DD = SURVEY DISK
 QD1654_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 QD1654_SP_SET: OBJECT IMBEDDED IN GROUND
 QD1654_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QD1654_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD1654
 QD1654  HISTORY     - Date     Condition        Report By
 QD1654  HISTORY     - 1980     MONUMENTED       OR-017
 QD1654
 QD1654                          STATION DESCRIPTION
 QD1654
 QD1654'DESCRIBED BY DESCHUTES COUNTY OREGON 1980 (JAK)
 QD1654'THE STATION IS ABOUT 5.2 MILES EAST OF BEND ON THE NORTH SIDE OF
 QD1654'NEFF ROAD.
 QD1654'
 QD1654'TO REACH THE STATION FROM THE COURTHOUSE IN BEND, GO EAST ON
 QD1654'GREENWOOD AVENUE AND HIGHWAY 20 FOR 4.6 MILES TO THE JUNCTION WITH
 QD1654'ERICKSON ROAD.  TURN LEFT AND GO NORTH ON ERICKSON ROAD FOR 0.6
 QD1654'MILES TO THE JUNCTION WITH NEFF ROAD AND THE STATION.
 QD1654'
 QD1654'STATION IS A STANDARD DESCHUTES COUNTY DISK STAMPED---AE-060 1980---.
 QD1654'THE DISK IS SET IN MONUMENT BOX WITH NO MARKINGS ON COVER.  IT
 QD1654'IS 19.5 FEET WEST OF CENTERLINE OF ERICKSON ROAD.  IT IS 14 FEET
 QD1654'NORTH OF CENTERLINE OF NEFF ROAD.  IT IS 97 FEET NORTHWESTERLY
 QD1654'OF A POWER SUB-STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1659 ***********************************************************************
 QD1659  DESIGNATION -  AE 070
 QD1659  PID         -  QD1659
 QD1659  STATE/COUNTY-  OR/DESCHUTES
 QD1659  USGS QUAD   -  BEND AIRPORT (1962)
 QD1659
 QD1659                         *CURRENT SURVEY CONTROL
 QD1659  ___________________________________________________________________
 QD1659* NAD 83(1991)-  44 03 56.25337(N)    121 13 55.64401(W)     ADJUSTED  
 QD1659* NAVD 88     -      1094.     (meters)    3589.     (feet)  VERTCON   
 QD1659  ___________________________________________________________________
 QD1659  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 QD1659  GEOID HEIGHT-         -20.92  (meters)                     GEOID03
 QD1659  HORZ ORDER  -  SECOND
 QD1659
 QD1659.The horizontal coordinates were established by classical geodetic methods
 QD1659.and adjusted by the National Geodetic Survey in October 1991.
 QD1659
 QD1659.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1659.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1659
 QD1659.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1659
 QD1659.The geoid height was determined by GEOID03.
 QD1659
 QD1659;                    North         East     Units Scale Factor Converg.
 QD1659;SPC OR S     -   266,752.022 1,441,343.668   MT  1.00001734   -0 30 03.2
 QD1659;SPC OR S     -   875,170.68  4,728,817.81   iFT  1.00001734   -0 30 03.2
 QD1659;UTM  10      - 4,880,681.185   641,582.386   MT  0.99984654   +1 13 47.0
 QD1659
 QD1659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1659!SPC OR S     -   0.99983174  x   1.00001734  =   0.99984908
 QD1659!UTM  10      -   0.99983174  x   0.99984654  =   0.99967831
 QD1659
 QD1659:                Primary Azimuth Mark                     Grid Az
 QD1659:SPC OR S     -  AE 060                                   089 40 42.1
 QD1659:UTM  10      -  AE 060                                   087 56 51.9
 QD1659
 QD1659|---------------------------------------------------------------------|
 QD1659| PID    Reference Object                     Distance      Geod. Az  |
 QD1659|                                                           dddmmss.s |
 QD1659| QD1654 AE 060                              APPROX. 0.7 KM 0891038.9 |
 QD1659|---------------------------------------------------------------------|
 QD1659
 QD1659                          SUPERSEDED SURVEY CONTROL
 QD1659
 QD1659  NAD 83(1986)-  44 03 56.25938(N)    121 13 55.64730(W) AD(       ) 2
 QD1659  NAD 27      -  44 03 56.83693(N)    121 13 51.54137(W) AD(       ) 2
 QD1659  NGVD 29 (07/19/86) 1093.     (m)         3586.     (f) VERT ANG    3  
 QD1659
 QD1659.Superseded values are not recommended for survey control.
 QD1659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1659.See file dsdata.txt to determine how the superseded data were derived.
 QD1659
 QD1659_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP4158280681(NAD 83)
 QD1659_MARKER: DD = SURVEY DISK
 QD1659_SETTING: 66 = SET IN ROCK OUTCROP
 QD1659_SP_SET: SET IN A ROCK LEDGE
 QD1659_MAGNETIC: N = NO MAGNETIC MATERIAL
 QD1659_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QD1659+STABILITY: POSITION/ELEVATION WELL
 QD1659
 QD1659  HISTORY     - Date     Condition        Report By
 QD1659  HISTORY     - 1980     MONUMENTED       OR-017
 QD1659
 QD1659                          STATION DESCRIPTION
 QD1659
 QD1659'DESCRIBED BY DESCHUTES COUNTY OREGON 1980 (JAK)
 QD1659'THE STATION IS ABOUT 4.8 MILES EAST OF BEND ON THE RIGHT SIDE
 QD1659'OF NEFF ROAD.
 QD1659'
 QD1659'TO REACH THE STATION FROM THE COURTHOUSE IN BEND, GO EAST ON
 QD1659'GREENWOOD AVENUE AND HIGHWAY 20 FOR 3.5 MILES TO THE JUNCTION WITH
 QD1659'HAMBY ROAD.  TURN LEFT AND GO NORTH ON HAMBY ROAD 0.7 MILES TO THE
 QD1659'JUNCTION WITH NEFF ROAD.  TURN RIGHT AND GO EAST ON NEFF ROAD
 QD1659'FOR 0.6 MILES TO THE STATION.
 QD1659'
 QD1659'STATION IS A STANDARD DESCHUTES COUNTY DISK STAMPED---AE-070 1980---.
 QD1659'THE DISK IS SET IN ROCK, FLUSH WITH THE GROUND.  IT IS 30 FEET
 QD1659'SOUTH OF CENTERLINE OF NEFF ROAD ON TOP OF A 10 FOOT HIGH ROCK CUT.
 QD1659'IT IS 300 FEET WEST OF DOUBLE POWER POLES WITH SIX LARGE INSULATORS
 QD1659'ATTACHED TO THEM.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1667 ***********************************************************************
 QD1667  DESIGNATION -  AE 080
 QD1667  PID         -  QD1667
 QD1667  STATE/COUNTY-  OR/DESCHUTES
 QD1667  USGS QUAD   -  BEND AIRPORT (1962)
 QD1667
 QD1667                         *CURRENT SURVEY CONTROL
 QD1667  ___________________________________________________________________
 QD1667* NAD 83(1991)-  44 03 56.64142(N)    121 14 37.45180(W)     ADJUSTED  
 QD1667* NAVD 88     -      1094.     (meters)    3589.     (feet)  VERTCON   
 QD1667  ___________________________________________________________________
 QD1667  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 QD1667  GEOID HEIGHT-         -20.92  (meters)                     GEOID03
 QD1667  HORZ ORDER  -  SECOND
 QD1667
 QD1667.The horizontal coordinates were established by classical geodetic methods
 QD1667.and adjusted by the National Geodetic Survey in October 1991.
 QD1667
 QD1667.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1667.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1667
 QD1667.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1667
 QD1667.The geoid height was determined by GEOID03.
 QD1667
 QD1667;                    North         East     Units Scale Factor Converg.
 QD1667;SPC OR S     -   266,772.197 1,440,413.365   MT  1.00001737   -0 30 31.8
 QD1667;SPC OR S     -   875,236.87  4,725,765.63   iFT  1.00001737   -0 30 31.8
 QD1667;UTM  10      - 4,880,673.258   640,652.058   MT  0.99984331   +1 13 17.9
 QD1667
 QD1667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1667!SPC OR S     -   0.99983174  x   1.00001737  =   0.99984911
 QD1667!UTM  10      -   0.99983174  x   0.99984331  =   0.99967508
 QD1667
 QD1667:                Primary Azimuth Mark                     Grid Az
 QD1667:SPC OR S     -  AE 090                                   176 34 56.8
 QD1667:UTM  10      -  AE 090                                   174 51 07.1
 QD1667
 QD1667|---------------------------------------------------------------------|
 QD1667| PID    Reference Object                     Distance      Geod. Az  |
 QD1667|                                                           dddmmss.s |
 QD1667| QD1663 AE 090                              APPROX. 0.6 KM 1760425.0 |
 QD1667|---------------------------------------------------------------------|
 QD1667
 QD1667                          SUPERSEDED SURVEY CONTROL
 QD1667
 QD1667  NAD 83(1986)-  44 03 56.64739(N)    121 14 37.45509(W) AD(       ) 2
 QD1667  NAD 27      -  44 03 57.22560(N)    121 14 33.34802(W) AD(       ) 2
 QD1667  NGVD 29 (07/19/86) 1093.     (m)         3586.     (f) VERT ANG    3  
 QD1667
 QD1667.Superseded values are not recommended for survey control.
 QD1667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1667.See file dsdata.txt to determine how the superseded data were derived.
 QD1667
 QD1667_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP4065280673(NAD 83)
 QD1667_MARKER: DD = SURVEY DISK
 QD1667_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QD1667_SP_SET: METAL PIPE IMBEDDED IN GROUND
 QD1667_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QD1667_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD1667
 QD1667  HISTORY     - Date     Condition        Report By
 QD1667  HISTORY     - 1980     MONUMENTED       OR-017
 QD1667
 QD1667                          STATION DESCRIPTION
 QD1667
 QD1667'DESCRIBED BY DESCHUTES COUNTY OREGON 1980 (JAK)
 QD1667'THE STATION IS ABOUT 4.2 MILES EAST OF BEND ON THE LEFT SIDE OF
 QD1667'HAMBY ROAD.
 QD1667'
 QD1667'TO REACH THE STATION FROM THE COURTHOUSE IN BEND, GO EAST ON
 QD1667'GREENWOOD AVENUE AND HIGHWAY 20 FOR 3.5 MILES TO THE JUNCTION WITH
 QD1667'HAMBY ROAD.  TURN LEFT AND GO NORTH ON HAMBY ROAD FOR 0.7 MILES TO
 QD1667'THE JUNCTION WITH NEFF ROAD AND THE STATION.
 QD1667'
 QD1667'STATION IS A STANDARD DESCHUTES COUNTY DISK STAMPED---AE-080 1980---.
 QD1667'THE DISK IS SET IN CONCRETE INSIDE A 4 INCH WATER PIPE WHICH
 QD1667'PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 25 FEET SOUTH OF
 QD1667'CENTERLINE NEFF ROAD.  IT IS 30 FEET WEST OF CENTERLINE HAMBY
 QD1667'ROAD.  IT IS 17 FEET NORTH OF A UNNUMBERED POWER POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1663 ***********************************************************************
 QD1663  DESIGNATION -  AE 090
 QD1663  PID         -  QD1663
 QD1663  STATE/COUNTY-  OR/DESCHUTES
 QD1663  USGS QUAD   -  BEND AIRPORT (1962)
 QD1663
 QD1663                         *CURRENT SURVEY CONTROL
 QD1663  ___________________________________________________________________
 QD1663* NAD 83(1991)-  44 03 36.91267(N)    121 14 35.57400(W)     ADJUSTED  
 QD1663* NAVD 88     -      1104.0    (meters)    3622.     (feet)  VERTCON   
 QD1663  ___________________________________________________________________
 QD1663  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 QD1663  GEOID HEIGHT-         -20.91  (meters)                     GEOID03
 QD1663  HORZ ORDER  -  SECOND
 QD1663
 QD1663.The horizontal coordinates were established by classical geodetic methods
 QD1663.and adjusted by the National Geodetic Survey in October 1991.
 QD1663
 QD1663.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1663.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1663
 QD1663.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1663
 QD1663.The geoid height was determined by GEOID03.
 QD1663
 QD1663;                    North         East     Units Scale Factor Converg.
 QD1663;SPC OR S     -   266,162.915 1,440,449.750   MT  1.00001587   -0 30 30.5
 QD1663;SPC OR S     -   873,237.91  4,725,885.01   iFT  1.00001587   -0 30 30.5
 QD1663;UTM  10      - 4,880,065.458   640,706.816   MT  0.99984350   +1 13 18.8
 QD1663
 QD1663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1663!SPC OR S     -   0.99983020  x   1.00001587  =   0.99984607
 QD1663!UTM  10      -   0.99983020  x   0.99984350  =   0.99967373
 QD1663
 QD1663:                Primary Azimuth Mark                     Grid Az
 QD1663:SPC OR S     -  AE 080                                   356 34 56.8
 QD1663:UTM  10      -  AE 080                                   354 51 07.5
 QD1663
 QD1663|---------------------------------------------------------------------|
 QD1663| PID    Reference Object                     Distance      Geod. Az  |
 QD1663|                                                           dddmmss.s |
 QD1663| QD1667 AE 080                              APPROX. 0.6 KM 3560426.3 |
 QD1663|---------------------------------------------------------------------|
 QD1663
 QD1663                          SUPERSEDED SURVEY CONTROL
 QD1663
 QD1663  NAD 83(1986)-  44 03 36.91876(N)    121 14 35.57728(W) AD(       ) 2
 QD1663  NAD 27      -  44 03 37.49665(N)    121 14 31.47082(W) AD(       ) 2
 QD1663  NGVD 29 (07/19/86) 1102.8    (m)         3618.     (f) VERT ANG    3  
 QD1663
 QD1663.Superseded values are not recommended for survey control.
 QD1663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1663.See file dsdata.txt to determine how the superseded data were derived.
 QD1663
 QD1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP4070780065(NAD 83)
 QD1663_MARKER: DD = SURVEY DISK
 QD1663_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QD1663_SP_SET: METAL PIPE IMBEDDED IN GROUND
 QD1663_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QD1663_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD1663
 QD1663  HISTORY     - Date     Condition        Report By
 QD1663  HISTORY     - 1980     MONUMENTED       OR-017
 QD1663
 QD1663                          STATION DESCRIPTION
 QD1663
 QD1663'DESCRIBED BY DESCHUTES COUNTY OREGON 1980 (JAK)
 QD1663'THE STATION IS ABOUT 3.8 MILES EAST OF BEND ON THE LEFT SIDE OF
 QD1663'HAMBY ROAD.
 QD1663'
 QD1663'TO REACH THE STATION FROM THE COURTHOUSE IN BEND, GO EAST ON
 QD1663'GREENWOOD AVENUE AND HIGHWAY 20 FOR 3.5 MILES TO THE JUNCTION WITH
 QD1663'HAMBY ROAD.  TURN LEFT AND GO NORTH ON HAMBY ROAD FOR 0.3 MILES
 QD1663'TO THE STATION.
 QD1663'
 QD1663'STATION IS A STANDARD DESCHUTES COUNTY DISK STAMPED---AE-090 1980---.
 QD1663'THE DISK IS SET IN CONCRETE INSIDE A 4 INCH WATER PIPE WHICH IS
 QD1663'FLUSH WITH THE GROUND.  IT IS 11 FEET WEST OF THE EDGE OF PAVEMENT.
 QD1663'IT IS 150 FEET SOUTH OF CONCRETE BOX CULVERT.  IT IS 50 FEET EAST
 QD1663'OF A IRRIGATION CANAL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1691 ***********************************************************************
 QD1691  DESIGNATION -  AE 100
 QD1691  PID         -  QD1691
 QD1691  STATE/COUNTY-  OR/DESCHUTES
 QD1691  USGS QUAD   -  BEND (1981)
 QD1691
 QD1691                         *CURRENT SURVEY CONTROL
 QD1691  ___________________________________________________________________
 QD1691* NAD 83(1991)-  44 03 45.62078(N)    121 15 05.47831(W)     ADJUSTED  
 QD1691* NAVD 88     -      1104.0    (meters)    3622.     (feet)  VERTCON   
 QD1691  ___________________________________________________________________
 QD1691  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 QD1691  GEOID HEIGHT-         -20.92  (meters)                     GEOID03
 QD1691  HORZ ORDER  -  SECOND
 QD1691
 QD1691.The horizontal coordinates were established by classical geodetic methods
 QD1691.and adjusted by the National Geodetic Survey in October 1991.
 QD1691
 QD1691.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1691.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1691
 QD1691.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1691
 QD1691.The geoid height was determined by GEOID03.
 QD1691
 QD1691;                    North         East     Units Scale Factor Converg.
 QD1691;SPC OR S     -   266,437.623 1,439,786.600   MT  1.00001653   -0 30 50.9
 QD1691;SPC OR S     -   874,139.18  4,723,709.32   iFT  1.00001653   -0 30 50.9
 QD1691;UTM  10      - 4,880,319.972   640,035.789   MT  0.99984119   +1 12 58.2
 QD1691
 QD1691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1691!SPC OR S     -   0.99983020  x   1.00001653  =   0.99984673
 QD1691!UTM  10      -   0.99983020  x   0.99984119  =   0.99967142
 QD1691
 QD1691|---------------------------------------------------------------------|
 QD1691| PID    Reference Object                     Distance      Geod. Az  |
 QD1691|                                                           dddmmss.s |
 QD1691| QD1694 EAGLE                               380.788 METERS 33241     |
 QD1691|---------------------------------------------------------------------|
 QD1691
 QD1691                          SUPERSEDED SURVEY CONTROL
 QD1691
 QD1691  NAD 83(1986)-  44 03 45.62687(N)    121 15 05.48165(W) AD(       ) 2
 QD1691  NAD 27      -  44 03 46.20529(N)    121 15 01.37408(W) AD(       ) 2
 QD1691  NGVD 29 (07/19/86) 1102.8    (m)         3618.     (f) VERT ANG    3  
 QD1691
 QD1691.Superseded values are not recommended for survey control.
 QD1691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1691.See file dsdata.txt to determine how the superseded data were derived.
 QD1691
 QD1691_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP4003680320(NAD 83)
 QD1691_MARKER: DD = SURVEY DISK
 QD1691_SETTING: 66 = SET IN ROCK OUTCROP
 QD1691_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 QD1691_MAGNETIC: N = NO MAGNETIC MATERIAL
 QD1691_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QD1691+STABILITY: POSITION/ELEVATION WELL
 QD1691
 QD1691  HISTORY     - Date     Condition        Report By
 QD1691  HISTORY     - 1980     MONUMENTED       OR-017
 QD1691
 QD1691                          STATION DESCRIPTION
 QD1691
 QD1691'DESCRIBED BY DESCHUTES COUNTY OREGON 1980 (JAK)
 QD1691'THE STATION IS ABOUT 4.1 MILES EAST OF BEND ON THE NORTH SIDE OF A
 QD1691'DITCH RIDERS ROAD.
 QD1691'
 QD1691'TO REACH THE STATION FROM THE COURTHOUSE IN BEND, GO EAST ON
 QD1691'GREENWOOD AVENUE AND HIGHWAY 20, FOR 2.5 MILES TO THE JUNCTION WITH
 QD1691'DENSER ROAD.  TURN LEFT AND GO NORTH ON DENSER ROAD FOR 0.8 MILES TO
 QD1691'THE JUNCTION WITH NEFF ROAD.  TURN RIGHT AND GO EAST ON NEFF ROAD 0.5
 QD1691'MILES TO A DITCH RIDERS ROAD, WHICH IS 150 FEET EAST OF EAGLES ROAD.
 QD1691'JUNCTION.  TURN RIGHT AND GO SOUTH ALONG DITCH RIDERS ROAD FOR 0.2
 QD1691'MILES TO A JUNCTION.  TURN TO THE RIGHT AND CONTINUE FOR 0.1 MILE,
 QD1691'WHICH IS APPROXIMATE 150 FEET NORTHEASTERLY OF A 30 INCH CORRUGATED
 QD1691'METAL PIPE.  HIKE NORTHWESTERLY 260 FEET TO THE NORTH EDGE OF A ROCK
 QD1691'OUTCROPPING AND THE STATION.
 QD1691'
 QD1691'STATION IS A STANDARD DESCHUTES COUNTY DISK STAMPED---AE-100 1980---.
 QD1691'THE DISK IS SET IN CONCRETE, FLUSH WITH THE GROUND.  IT IS 260 FEET
 QD1691'NORTHWESTERLY ON IRRIGATION CANAL AT THE TOP NORTH END OF A ROCK
 QD1691'OUTCROPPING.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0751 ***********************************************************************
 PA0751  DESIGNATION -  AE 313 RESET
 PA0751  PID         -  PA0751
 PA0751  STATE/COUNTY-  OR/HARNEY
 PA0751  USGS QUAD   -  DRINKWATER PASS (1990)
 PA0751
 PA0751                         *CURRENT SURVEY CONTROL
 PA0751  ___________________________________________________________________
 PA0751* NAD 83(1986)-  43 46 46.     (N)    118 20 59.     (W)     SCALED    
 PA0751* NAVD 88     -      1107.70   (meters)    3634.2    (feet)  RESET     
 PA0751  ___________________________________________________________________
 PA0751  GEOID HEIGHT-         -18.38  (meters)                     GEOID03
 PA0751  VERT ORDER  -  THIRD
 PA0751
 PA0751.The horizontal coordinates were scaled from a topographic map and have
 PA0751.an estimated accuracy of +/- 6 seconds.
 PA0751
 PA0751.The orthometric height was computed from unverified reset data.
 PA0751.No vertical observational check was made to the station.
 PA0751
 PA0751.The geoid height was determined by GEOID03.
 PA0751
 PA0751;                    North         East    Units  Estimated Accuracy
 PA0751;SPC OR S     -   236,920.    1,673,080.      MT  (+/- 180 meters Scaled)
 PA0751
 PA0751                          SUPERSEDED SURVEY CONTROL
 PA0751
 PA0751  NGVD 29 (10/26/06) 1106.59   (m)         3630.5    (f) RESET       3  
 PA0751
 PA0751.Superseded values are not recommended for survey control.
 PA0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0751.See file dsdata.txt to determine how the superseded data were derived.
 PA0751
 PA0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ913482(NAD 83)
 PA0751_MARKER: DB = BENCH MARK DISK
 PA0751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0751_SP_SET: CONCRETE POST
 PA0751_STAMPING: AE 313 ORHD RESET 1982
 PA0751_MARK LOGO: NGS   
 PA0751_MAGNETIC: N = NO MAGNETIC MATERIAL
 PA0751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0751+STABILITY: SURFACE MOTION
 PA0751
 PA0751  HISTORY     - Date     Condition        Report By
 PA0751  HISTORY     - 1982     MONUMENTED       NGS
 PA0751
 PA0751                          STATION DESCRIPTION
 PA0751
 PA0751'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 PA0751'FROM DREWSEY BY GOING SOUTHEAST 3.2 KM (2.0 MI) TO JUNCTION WITH
 PA0751'HIGHWAY 20, TURN LEFT AND GO 0.6 KM (0.4 MI) TO THE MARK ON THE
 PA0751'RIGHT, 30 METERS SOUTH OF CENTERLINE, 17 METERS SOUTH OF THE EDGE OF
 PA0751'SOUTH BANK OF HIGHWAY, 0.3 METERS NORTH OF FENCE, 0.3 METERS WEST OF
 PA0751'WITNESS POST, AND 10 METERS ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0029 ***********************************************************************
 PA0029  DESIGNATION -  AF 313
 PA0029  PID         -  PA0029
 PA0029  STATE/COUNTY-  OR/HARNEY
 PA0029  USGS QUAD   -  DRINKWATER PASS (1990)
 PA0029
 PA0029                         *CURRENT SURVEY CONTROL
 PA0029  ___________________________________________________________________
 PA0029* NAD 83(1986)-  43 46 32.     (N)    118 22 12.     (W)     SCALED    
 PA0029* NAVD 88     -      1128.916  (meters)    3703.79   (feet)  ADJUSTED  
 PA0029  ___________________________________________________________________
 PA0029  GEOID HEIGHT-         -18.39  (meters)                     GEOID03
 PA0029  DYNAMIC HT  -        1128.430 (meters)    3702.19  (feet)  COMP
 PA0029  MODELED GRAV-     980,149.5   (mgal)                       NAVD 88
 PA0029
 PA0029  VERT ORDER  -  FIRST     CLASS II
 PA0029
 PA0029.The horizontal coordinates were scaled from a topographic map and have
 PA0029.an estimated accuracy of +/- 6 seconds.
 PA0029
 PA0029.The orthometric height was determined by differential leveling
 PA0029.and adjusted in June 1991.
 PA0029
 PA0029.The geoid height was determined by GEOID03.
 PA0029
 PA0029.The dynamic height is computed by dividing the NAVD 88
 PA0029.geopotential number by the normal gravity value computed on the
 PA0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0029.degrees latitude (g = 980.6199 gals.).
 PA0029
 PA0029.The modeled gravity was interpolated from observed gravity values.
 PA0029
 PA0029;                    North         East    Units  Estimated Accuracy
 PA0029;SPC OR S     -   236,450.    1,671,460.      MT  (+/- 180 meters Scaled)
 PA0029
 PA0029                          SUPERSEDED SURVEY CONTROL
 PA0029
 PA0029  NGVD 29 (??/??/92) 1127.792  (m)         3700.10   (f) ADJ UNCH    1 2
 PA0029
 PA0029.Superseded values are not recommended for survey control.
 PA0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0029.See file dsdata.txt to determine how the superseded data were derived.
 PA0029
 PA0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ897478(NAD 83)
 PA0029_MARKER: DD = SURVEY DISK
 PA0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PA0029_STAMPING: AF-313 38 38 P.O.T. 184+80.9 1934
 PA0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0029+STABILITY: SURFACE MOTION
 PA0029
 PA0029  HISTORY     - Date     Condition        Report By
 PA0029  HISTORY     - 1934     MONUMENTED       ORDT
 PA0029  HISTORY     - 1944     GOOD             NGS
 PA0029  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 PA0029  HISTORY     - 19870801 MARK NOT FOUND   USGS
 PA0029
 PA0029                          STATION DESCRIPTION
 PA0029
 PA0029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 PA0029'3.3 MI S FROM DREWSEY.
 PA0029'2.6 MILES SOUTH ALONG THE COUNTY ROAD FROM THE POST OFFICE AT DREWSEY,
 PA0029'THENCE 0.7 MILE SOUTHWEST ALONG U.S. HIGHWAY NO. 20, SET ON THE
 PA0029'SOUTHEAST SLOPE OF THE HILL, 34 FEET SOUTHEAST OF THE CENTER-LINE OF
 PA0029'THE HIGHWAY, 2 FEET NORTHWEST OF REFERENCE POST.  A OREGON STATE
 PA0029'DEPARTMENT OF HIGHWAY DISK SET IN TOP OF A CONCRETE POST AND ABOUT
 PA0029'FLUSH WITH THE GROUND.
 PA0029
 PA0029                          STATION RECOVERY (1987)
 PA0029
 PA0029'RECOVERY NOTE BY US POWER SQUADRON 1987 (DMP)
 PA0029'MARK NOT FOUND.
 PA0029
 PA0029                          STATION RECOVERY (1987)
 PA0029
 PA0029'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (DMP)
 PA0029'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0059 ***********************************************************************
 PA0059  DESIGNATION -  AF 326
 PA0059  PID         -  PA0059
 PA0059  STATE/COUNTY-  OR/HARNEY
 PA0059  USGS QUAD   -  PETES MOUNTAIN (1990)
 PA0059
 PA0059                         *CURRENT SURVEY CONTROL
 PA0059  ___________________________________________________________________
 PA0059* NAD 83(1986)-  43 46 46.     (N)    118 13 50.     (W)     SCALED    
 PA0059* NAVD 88     -      1163.163  (meters)    3816.14   (feet)  ADJUSTED  
 PA0059  ___________________________________________________________________
 PA0059  GEOID HEIGHT-         -18.28  (meters)                     GEOID03
 PA0059  DYNAMIC HT  -        1162.642 (meters)    3814.43  (feet)  COMP
 PA0059  MODELED GRAV-     980,131.2   (mgal)                       NAVD 88
 PA0059
 PA0059  VERT ORDER  -  FIRST     CLASS II
 PA0059
 PA0059.The horizontal coordinates were scaled from a topographic map and have
 PA0059.an estimated accuracy of +/- 6 seconds.
 PA0059
 PA0059.The orthometric height was determined by differential leveling
 PA0059.and adjusted in June 1991.
 PA0059
 PA0059.The geoid height was determined by GEOID03.
 PA0059
 PA0059.The dynamic height is computed by dividing the NAVD 88
 PA0059.geopotential number by the normal gravity value computed on the
 PA0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0059.degrees latitude (g = 980.6199 gals.).
 PA0059
 PA0059.The modeled gravity was interpolated from observed gravity values.
 PA0059
 PA0059;                    North         East    Units  Estimated Accuracy
 PA0059;SPC OR S     -   237,170.    1,682,670.      MT  (+/- 180 meters Scaled)
 PA0059
 PA0059                          SUPERSEDED SURVEY CONTROL
 PA0059
 PA0059  NGVD 29 (??/??/92) 1162.026  (m)         3812.41   (f) ADJ UNCH    1 2
 PA0059
 PA0059.Superseded values are not recommended for survey control.
 PA0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0059.See file dsdata.txt to determine how the superseded data were derived.
 PA0059
 PA0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ009481(NAD 83)
 PA0059_MARKER: DD = SURVEY DISK
 PA0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PA0059_STAMPING: AF 326 58.72 POT 600+00BK+00AH
 PA0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0059+STABILITY: SURFACE MOTION
 PA0059
 PA0059  HISTORY     - Date     Condition        Report By
 PA0059  HISTORY     - UNK      MONUMENTED       ORDT
 PA0059  HISTORY     - 1943     GOOD             NGS
 PA0059  HISTORY     - 1968     MARK NOT FOUND   NGS
 PA0059
 PA0059                          STATION DESCRIPTION
 PA0059
 PA0059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PA0059'9.5 MI W FROM JUNTURA.
 PA0059'ABOUT 9.5 MILES WEST ALONG U.S. HIGHWAY 20 FROM THE STATION AT
 PA0059'JUNTURA, MALHEUR COUNTY, AT HIGHWAY MILAGE 180.4, AT THE
 PA0059'HARNEY-MALHEUR COUNTY LINE, 0.05 MILE WEST OF A 5 FOOT CULVERT, 36
 PA0059'FEET SOUTHWEST OF THE CENTER OF THE HIGHWAY, 2 FEET NORTH OF A
 PA0059'REFERENCE POST AND 4 FEET BELOW THE LEVEL OF THE HIGHWAY.
 PA0059
 PA0059                          STATION RECOVERY (1968)
 PA0059
 PA0059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 PA0059'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0053 ***********************************************************************
 PA0053  DESIGNATION -  AG 326
 PA0053  PID         -  PA0053
 PA0053  STATE/COUNTY-  OR/HARNEY
 PA0053  USGS QUAD   -  DRINKWATER PASS (1990)
 PA0053
 PA0053                         *CURRENT SURVEY CONTROL
 PA0053  ___________________________________________________________________
 PA0053* NAD 83(1986)-  43 47 02.     (N)    118 15 32.     (W)     SCALED    
 PA0053* NAVD 88     -      1198.321  (meters)    3931.49   (feet)  ADJUSTED  
 PA0053  ___________________________________________________________________
 PA0053  GEOID HEIGHT-         -18.29  (meters)                     GEOID03
 PA0053  DYNAMIC HT  -        1197.775 (meters)    3929.70  (feet)  COMP
 PA0053  MODELED GRAV-     980,122.3   (mgal)                       NAVD 88
 PA0053
 PA0053  VERT ORDER  -  FIRST     CLASS II
 PA0053
 PA0053.The horizontal coordinates were scaled from a topographic map and have
 PA0053.an estimated accuracy of +/- 6 seconds.
 PA0053
 PA0053.The orthometric height was determined by differential leveling
 PA0053.and adjusted in June 1991.
 PA0053
 PA0053.The geoid height was determined by GEOID03.
 PA0053
 PA0053.The dynamic height is computed by dividing the NAVD 88
 PA0053.geopotential number by the normal gravity value computed on the
 PA0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0053.degrees latitude (g = 980.6199 gals.).
 PA0053
 PA0053.The modeled gravity was interpolated from observed gravity values.
 PA0053
 PA0053;                    North         East    Units  Estimated Accuracy
 PA0053;SPC OR S     -   237,610.    1,680,370.      MT  (+/- 180 meters Scaled)
 PA0053
 PA0053                          SUPERSEDED SURVEY CONTROL
 PA0053
 PA0053  NGVD 29 (??/??/92) 1197.176  (m)         3927.73   (f) ADJ UNCH    1 2
 PA0053
 PA0053.Superseded values are not recommended for survey control.
 PA0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0053.See file dsdata.txt to determine how the superseded data were derived.
 PA0053
 PA0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ987486(NAD 83)
 PA0053_MARKER: DD = SURVEY DISK
 PA0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PA0053_STAMPING: AG 326 57.48 P T 516+00.4
 PA0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0053+STABILITY: SURFACE MOTION
 PA0053
 PA0053  HISTORY     - Date     Condition        Report By
 PA0053  HISTORY     - UNK      MONUMENTED       ORDT
 PA0053  HISTORY     - 1943     GOOD             NGS
 PA0053  HISTORY     - 1967     GOOD             NGS
 PA0053  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 PA0053
 PA0053                          STATION DESCRIPTION
 PA0053
 PA0053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PA0053'11.2 MI W FROM JUNTURA.
 PA0053'ABOUT 11.2 MILES WEST ALONG U.S. HIGHWAY 20 FROM THE STATION AT
 PA0053'JUNTURA, MALHEUR COUNTY, AT HIGHWAY MILAGE 178.7, AT THE NORTH END OF
 PA0053'A LONG FILL AND THE EAST END OF A CURVE, 49 FEET NORTH OF THE CENTER
 PA0053'OF THE HIGHWAY, 6 FEET BELOW THE LEVEL OF THE HIGHWAY AND 2.2 FEET
 PA0053'SOUTH OF A REFERENCE POST.
 PA0053
 PA0053                          STATION RECOVERY (1967)
 PA0053
 PA0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 PA0053'RECOVERED IN GOOD CONDITION.
 PA0053
 PA0053                          STATION RECOVERY (1987)
 PA0053
 PA0053'RECOVERY NOTE BY US POWER SQUADRON 1987 (DMP)
 PA0053'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0962 ***********************************************************************
 RC0962  DESIGNATION -  AGATE
 RC0962  PID         -  RC0962
 RC0962  STATE/COUNTY-  OR/WASCO
 RC0962  USGS QUAD   -  LYLE (1994)
 RC0962
 RC0962                         *CURRENT SURVEY CONTROL
 RC0962  ___________________________________________________________________
 RC0962* NAD 83(1991)-  45 40 13.31885(N)    121 15 14.50230(W)     ADJUSTED  
 RC0962* NAVD 88     -        46.987  (meters)     154.16   (feet)  ADJUSTED  
 RC0962  ___________________________________________________________________
 RC0962  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 RC0962  GEOID HEIGHT-         -21.38  (meters)                     GEOID03
 RC0962  DYNAMIC HT  -          46.987 (meters)     154.16  (feet)  COMP
 RC0962  MODELED GRAV-     980,604.4   (mgal)                       NAVD 88
 RC0962
 RC0962  HORZ ORDER  -  SECOND
 RC0962  VERT ORDER  -  FIRST     CLASS II
 RC0962
 RC0962.The horizontal coordinates were established by classical geodetic methods
 RC0962.and adjusted by the National Geodetic Survey in October 1991.
 RC0962
 RC0962.The orthometric height was determined by differential leveling
 RC0962.and adjusted in June 1991.
 RC0962.WARNING-Repeat measurements at this control monument indicate possible
 RC0962.vertical movement.
 RC0962
 RC0962.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC0962
 RC0962.The geoid height was determined by GEOID03.
 RC0962
 RC0962.The dynamic height is computed by dividing the NAVD 88
 RC0962.geopotential number by the normal gravity value computed on the
 RC0962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0962.degrees latitude (g = 980.6199 gals.).
 RC0962
 RC0962.The modeled gravity was interpolated from observed gravity values.
 RC0962
 RC0962;                    North         East     Units Scale Factor Converg.
 RC0962;SPC OR N     -   222,932.065 2,441,249.390   MT  0.99993289   -0 32 05.1
 RC0962;SPC OR N     -   731,404.41  8,009,348.39   iFT  0.99993289   -0 32 05.1
 RC0962;SPC WA S     -    37,742.714   441,243.084   MT  1.00004092   -0 32 51.8
 RC0962;SPC WA S     -   123,827.55  1,447,645.02   sFT  1.00004092   -0 32 51.8
 RC0962;UTM  10      - 5,058,906.446   635,994.725   MT  0.99982738   +1 14 56.9
 RC0962
 RC0962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC0962!SPC OR N     -   0.99999599  x   0.99993289  =   0.99992888
 RC0962!SPC WA S     -   0.99999599  x   1.00004092  =   1.00003691
 RC0962!UTM  10      -   0.99999599  x   0.99982738  =   0.99982337
 RC0962
 RC0962|---------------------------------------------------------------------|
 RC0962| PID    Reference Object                     Distance      Geod. Az  |
 RC0962|                                                           dddmmss.s |
 RC0962| RC0960 AGATE RM 1                            5.640 METERS 01941     |
 RC0962| RC0965 OPAL                                APPROX. 1.1 KM 0992339.5 |
 RC0962| RC0961 AGATE RM 2                            5.470 METERS 14613     |
 RC0962|---------------------------------------------------------------------|
 RC0962
 RC0962                          SUPERSEDED SURVEY CONTROL
 RC0962
 RC0962  NAD 83(1986)-  45 40 13.33152(N)    121 15 14.49277(W) AD(       ) 2
 RC0962  NAD 27      -  45 40 13.89000(N)    121 15 10.24000(W) AD(       ) 2
 RC0962  NGVD 29 (??/??/92)   45.970  (m)          150.82   (f) ADJ UNCH    1 2
 RC0962
 RC0962.Superseded values are not recommended for survey control.
 RC0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0962.See file dsdata.txt to determine how the superseded data were derived.
 RC0962
 RC0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR3599558906(NAD 83)
 RC0962_MARKER: DS = TRIANGULATION STATION DISK
 RC0962_SETTING: 66 = SET IN ROCK OUTCROP
 RC0962_SP_SET: BEDROCK
 RC0962_STAMPING: AGATE USE 1940
 RC0962_MARK LOGO: USE   
 RC0962_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RC0962+STABILITY: POSITION/ELEVATION WELL
 RC0962
 RC0962  HISTORY     - Date     Condition        Report By
 RC0962  HISTORY     - 1957     MONUMENTED       USE
 RC0962  HISTORY     - 1972     SEE DESCRIPTION  NGS
 RC0962  HISTORY     - 1972     GOOD             NGS
 RC0962  HISTORY     - 1987     GOOD             USPSQD
 RC0962  HISTORY     - 1987     GOOD             NGS
 RC0962
 RC0962                          STATION DESCRIPTION
 RC0962
 RC0962'DESCRIBED BY US ENGINEERS 1957 (JBW)
 RC0962'THE STATION IS ABOUT 1.0 MILE EAST OF ROWENA, ON THE TOP OF A
 RC0962'ROCKY LEDGE BETWEEN THE RAILROAD AND U.S. HIGHWAY 30, ABOUT 20
 RC0962'FEET HIGHER THAN THE RAILROAD AND ABOUT 10 FEET HIGHER THAN THE
 RC0962'HIGHWAY.
 RC0962'
 RC0962'TO REACH THE STATION FROM THE JUNCTION OF THE NEW AND OLD
 RC0962'HIGHWAYS AT ROWENA, GO EAST ON U.S. HIGHWAY 30 FOR 1.25 MILES
 RC0962'TO THE STATION ON THE LEFT, NORTH, SIDE OF THE HIGHWAY.
 RC0962'
 RC0962'THE STATION MARK IS AN UNSTAMPED, BRONZE DISK OF THE
 RC0962'U.S. ENGINEERS AND IS SET IN BEDROCK.  IT IS ABOUT 40 FEET NORTH
 RC0962'OF THE CUT BANK ABOVE THE HIGHWAY, ABOUT 25 FEET NORTH OF THE
 RC0962'FENCE LINE AND ABOUT 25 FEET SOUTH OF THE CUT LEDGE ABOVE THE
 RC0962'RAILROAD.  THE INSCRIPTION AGATE USE 40 IS IN A BLOCK OF CONCRETE
 RC0962'ABOUT 6 INCHES TO THE SOUTH OF THE STATION DISK.
 RC0962'
 RC0962'REFERENCE MARK 1, A STANDARD DISK STAMPED AGATE USE NO 1 1957,
 RC0962'IS CEMENTED IN A DRILL HOLE IN THE TOP OF BEDROCK FLUSH WITH THE
 RC0962'SURROUNDING SURFACE.  IT IS ABOUT 8 FEET SOUTH OF THE CUT LEDGE
 RC0962'ABOVE THE RAILROAD AND ABOUT 30 INCHES LOWER THAN THE STATION.
 RC0962'
 RC0962'REFERENCE MARK 2, A STANDARD DISK STAMPED AGATE USE NO 2 1957,
 RC0962'IS BRAZED TO THE TOP OF A 2-INCH CAST IRON SOIL PIPE THAT PROJECTS
 RC0962'ABOUT 6 INCHES ABOVE THE GROUND.  IT IS ABOUT 2 FEET LOWER THAN
 RC0962'THE STATION MARK.
 RC0962'
 RC0962'STATION OPAL USE WILL SERVE FOR AZIMUTH.
 RC0962
 RC0962                          STATION RECOVERY (1972)
 RC0962
 RC0962'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 RC0962'THE STATION MARK, AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 RC0962'CONDITION AS DESCRIBED.
 RC0962'
 RC0962'TO REACH THE STATION FROM THE DALLES POST OFFICE GO NORTHWEST
 RC0962'ON U.S. HIGHWAY 30, AND INTERSTATE 80N FOR 6.6 MILES TO THE
 RC0962'STATION ON THE RIGHT, THIS IS 0.2 MILE BEFORE REACHING HIGHWAY
 RC0962'MILEPOST NO. 76.
 RC0962'
 RC0962'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RC0962'6-1/2 MILES NORTHWEST OF THE DALLES.
 RC0962
 RC0962                          STATION RECOVERY (1972)
 RC0962
 RC0962'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 RC0962'6.6 MI NW FROM THE DALLES.
 RC0962'REACHED FROM THE DALLES POST OFFICE GO NORTHWEST ON U.S. HIGHWAY 30,
 RC0962'AND INTERSTATE 80N FOR 6.6 MILES TO THE MARK ON THE RIGHT, THIS IS 1.3
 RC0962'MILES EAST OF THE ROWENA RAILROAD SIDING, 0.2 MILE EAST OF HIGHWAY
 RC0962'MILEPOST NO.76, 125 FEET NORTHEAST OF THE WESTBOUND LANES OF
 RC0962'INTERSTATE 80N, 29 FEET NORTHEAST OF THE REMAINS OF AN OLD FENCE LINE,
 RC0962'29 FEET SOUTHWEST OF THE TOP OF THE CUT ABOVE THE RAILROAD TRACKS, AND
 RC0962'17.94 FEET NORTHWEST OF REFERENCE MARK NO. 2 CEMENTED IN A DRILL HOLE
 RC0962'IN BEDROCK.
 RC0962
 RC0962                          STATION RECOVERY (1987)
 RC0962
 RC0962'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWE)
 RC0962'RECOVERED IN GOOD CONDITION.
 RC0962
 RC0962                          STATION RECOVERY (1987)
 RC0962
 RC0962'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RC0962'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.1 KM
 RC0962'(1.30 MI) EAST ALONG INTERSTATE HIGHWAY 84 FROM THE OVERPASS IN ROWENA
 RC0962'TO A SMALL HILL WITH TWO TWIN OAK TREES NORTH OF THE FREEWAY, JUST
 RC0962'EAST OF UNION PACIFIC SIGNAL 773, 7.62 M (25.0 FT) NORTH OF THE TWO
 RC0962'OAK TREES, 5.63 M (18.5 FT) SOUTH OF AGATE RM 1, 5.45 M (17.9 FT)
 RC0962'NORTH OF AGATE RM 2.
 RC0962'THE MARK IS 5.88 METERS  NW FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1272 ***********************************************************************
 QE1272  DESIGNATION -  AGATE
 QE1272  PID         -  QE1272
 QE1272  STATE/COUNTY-  OR/LINCOLN
 QE1272  USGS QUAD   -  YACHATS (1984)
 QE1272
 QE1272                         *CURRENT SURVEY CONTROL
 QE1272  ___________________________________________________________________
 QE1272* NAD 83(1991)-  44 18 13.52654(N)    124 06 31.52979(W)     ADJUSTED  
 QE1272* NAVD 88     -         6.496  (meters)      21.31   (feet)  ADJUSTED  
 QE1272  ___________________________________________________________________
 QE1272  LAPLACE CORR-          16.18  (seconds)                    DEFLEC99
 QE1272  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 QE1272  DYNAMIC HT  -           6.496 (meters)      21.31  (feet)  COMP
 QE1272  MODELED GRAV-     980,597.4   (mgal)                       NAVD 88
 QE1272
 QE1272  HORZ ORDER  -  THIRD
 QE1272  VERT ORDER  -  FIRST     CLASS II
 QE1272
 QE1272.The horizontal coordinates were established by classical geodetic methods
 QE1272.and adjusted by the National Geodetic Survey in October 1991.
 QE1272
 QE1272.The orthometric height was determined by differential leveling
 QE1272.and adjusted in June 1991.
 QE1272.WARNING-Repeat measurements at this control monument indicate possible
 QE1272.vertical movement.
 QE1272
 QE1272.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE1272
 QE1272.The geoid height was determined by GEOID03.
 QE1272
 QE1272.The dynamic height is computed by dividing the NAVD 88
 QE1272.geopotential number by the normal gravity value computed on the
 QE1272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1272.degrees latitude (g = 980.6199 gals.).
 QE1272
 QE1272.The modeled gravity was interpolated from observed gravity values.
 QE1272
 QE1272;                    North         East     Units Scale Factor Converg.
 QE1272;SPC OR N     -    77,226.585 2,212,129.601   MT  1.00000758   -2 33 33.4
 QE1272;SPC OR N     -   253,368.06  7,257,643.05   iFT  1.00000758   -2 33 33.4
 QE1272;SPC OR S     -   299,161.120 1,212,098.820   MT  1.00009143   -2 28 08.1
 QE1272;SPC OR S     -   981,499.74  3,976,702.17   iFT  1.00009143   -2 28 08.1
 QE1272;UTM  10      - 4,906,209.125   411,560.927   MT  0.99969619   -0 46 28.1
 QE1272
 QE1272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE1272!SPC OR N     -   1.00000273  x   1.00000758  =   1.00001031
 QE1272!SPC OR S     -   1.00000273  x   1.00009143  =   1.00009416
 QE1272!UTM  10      -   1.00000273  x   0.99969619  =   0.99969892
 QE1272
 QE1272:                Primary Azimuth Mark                     Grid Az
 QE1272:SPC OR N     -  YACHATS                                  003 41 50.4
 QE1272:SPC OR S     -  YACHATS                                  003 36 25.1
 QE1272:UTM  10      -  YACHATS                                  001 54 45.1
 QE1272
 QE1272|---------------------------------------------------------------------|
 QE1272| PID    Reference Object                     Distance      Geod. Az  |
 QE1272|                                                           dddmmss.s |
 QE1272| QE2564 YACHATS                             APPROX. 1.2 KM 0010817.0 |
 QE1272| QE2566 YACHATS DANCE HALL WEST GABLE       APPROX. 0.8 KM 0083230.8 |
 QE1272| QE1326 AGATE RM                              7.586 METERS 12430     |
 QE1272|---------------------------------------------------------------------|
 QE1272
 QE1272                          SUPERSEDED SURVEY CONTROL
 QE1272
 QE1272  NAD 83(1986)-  44 18 13.53945(N)    124 06 31.59670(W) AD(       ) 3
 QE1272  NAD 27      -  44 18 14.15295(N)    124 06 27.15884(W) AD(       ) 3
 QE1272  NGVD 29 (??/??/92)    5.456  (m)           17.90   (f) ADJ UNCH    1 2
 QE1272
 QE1272.Superseded values are not recommended for survey control.
 QE1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1272.See file dsdata.txt to determine how the superseded data were derived.
 QE1272
 QE1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ1156106209(NAD 83)
 QE1272_MARKER: DS = TRIANGULATION STATION DISK
 QE1272_SETTING: 66 = SET IN ROCK OUTCROP
 QE1272_SP_SET: BEDROCK
 QE1272_STAMPING: AGATE 1927
 QE1272_MARK LOGO: CGS   
 QE1272_MAGNETIC: N = NO MAGNETIC MATERIAL
 QE1272_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE1272
 QE1272  HISTORY     - Date     Condition        Report By
 QE1272  HISTORY     - 1927     MONUMENTED       CGS
 QE1272  HISTORY     - 1931     SEE DESCRIPTION  CGS
 QE1272  HISTORY     - 1933     GOOD             NGS
 QE1272  HISTORY     - 1936     SEE DESCRIPTION  CGS
 QE1272  HISTORY     - 1941     SEE DESCRIPTION  CGS
 QE1272  HISTORY     - 1953     SEE DESCRIPTION  CGS
 QE1272  HISTORY     - 1963     SEE DESCRIPTION  CGS
 QE1272  HISTORY     - 1971     SEE DESCRIPTION  NGS
 QE1272  HISTORY     - 19850925 GOOD             NGS
 QE1272  HISTORY     - 1988     GOOD             NGS
 QE1272
 QE1272                          STATION DESCRIPTION
 QE1272
 QE1272'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (GLB)
 QE1272'STATION IS LOCATED ON THE FIRST FLAT ROCKY POINT S OF THE
 QE1272'MOUTH OF YACHATS RIVER, ABOUT 5 METERS FROM AND 10 FEET ABOVE
 QE1272'THE HIGH-WATER LINE, 20 METERS FROM THE GRASS LINE AND ABOUT
 QE1272'1/2 MILE S OF THE VILLAGE OF YACHATS.
 QE1272'
 QE1272'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 QE1272'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 QE1272
 QE1272                          STATION RECOVERY (1931)
 QE1272
 QE1272'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (LAM)
 QE1272'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  IT IS
 QE1272'APPROXIMATELY 800 FEET NORTHWESTERLY FROM THE OREGON COAST
 QE1272'HIGHWAY, MEASURED FROM THE POINT WHERE THE HIGHWAY FIRST LEAVES
 QE1272'THE TIMBER S OF YACHATS RIVER.
 QE1272
 QE1272                          STATION RECOVERY (1933)
 QE1272
 QE1272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1933
 QE1272'1.0 MI S FROM YACHATS.
 QE1272'250 FEET WEST OF THE OREGON COAST HIGHWAY.  100 FEET NORTHWEST OF
 QE1272'WHERE THE HIGHWAY EMERGES FROM THE TIMBER.  NEAR THE HIGHWATER LINE AT
 QE1272'ROCKY POINT.
 QE1272
 QE1272                          STATION RECOVERY (1936)
 QE1272
 QE1272'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (LAM)
 QE1272'STATION RECOVERED AND BOTH MARKS FOUND IN EXCELLENT
 QE1272'CONDITION.  LOCATED ON THE FIRST FLAT ROCKY POINT S OF MOUTH
 QE1272'OF YACHATS RIVER AND ABOUT 1 MILE S OF THE TOWN OF YACHATS,
 QE1272'MEASURED ALONG OREGON COAST HIGHWAY (U.S. 101).  IT IS ABOUT 700
 QE1272'FEET W OF HIGHWAY AND IS REACHED BY TAKING SECONDARY LOOP ROAD
 QE1272'LEADING W FROM HIGHWAY AT S END OF YACHATS RIVER BRIDGE, JOINING
 QE1272'HIGHWAY AGAIN ABOUT 0.25 MILE FURTHER S.  IT IS ABOUT 65 FEET W
 QE1272'OF GRASS LINE AND 10 FEET ABOVE HIGH-WATER LINE.
 QE1272
 QE1272                          STATION RECOVERY (1941)
 QE1272
 QE1272'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (LAM)
 QE1272'STATION VISITED IN SUMMER OF 1941 AND FOUND IN GOOD
 QE1272'CONDITION.  FOLLOWING ARE DESCRIPTIONS OF STATION AND REFERENCE
 QE1272'MARKS AS PREPARED FOR 1941 U.S.C. AND G.S. LEVEL LIST.
 QE1272'
 QE1272'TRIANGULATION STATION AGATE--ABOUT 1 MILE S OF YACHATS ON
 QE1272'FIRST PROMINENT ROCK OUTCROP S OF MOUTH OF YACHATS RIVER, ABOUT
 QE1272'800 FEET W OF OREGON COAST HIGHWAY, 125 FEET W OF SECONDARY ROAD
 QE1272'EXTENDING FROM HIGHWAY, 65 FEET W OF GRASSLINE, IN ROCK.  DISK
 QE1272'IS STAMPED AGATE 1927.
 QE1272'
 QE1272'REFERENCE MARK AGATE--ABOUT 1 MILE S OF YACHATS ON FIRST
 QE1272'PROMINENT ROCK OUTCROP S OF MOUTH OF YACHATS RIVER, ABOUT 800
 QE1272'FEET W OF OREGON COAST HIGHWAY, 100 FEET W OF SECONDARY ROAD
 QE1272'EXTENDING FROM HIGHWAY, 40 FEET W OF GRASSLINE, IN ROCK.  DISK
 QE1272'IS STAMPED AGATE 1927.
 QE1272
 QE1272                          STATION RECOVERY (1953)
 QE1272
 QE1272'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (RH)
 QE1272'STATION AND REFERENCE MARK WERE FOUND AS DESCRIBED.  AREA IS NOW
 QE1272'YACHATS STATE PARK.
 QE1272
 QE1272                          STATION RECOVERY (1963)
 QE1272
 QE1272'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FN)
 QE1272'THE STATION MARK AND REFERENCE MARK WERE FOUND SLIGHTLY DEFACED
 QE1272'BUT SOLID IN THEIR MOORING.
 QE1272'
 QE1272'TO AID IN THE RECOVERY OF THIS STATION YELLOW PAINT WAS PAINTED
 QE1272'AROUND EACH MARK.
 QE1272'
 QE1272'A TO REACH FOLLOWS--TO REACH THE STATION FROM THE POST OFFICE
 QE1272'IN YACHATS GO SOUTHEAST ON U.S. HIGHWAY 101 FOR 0.45 MILE TO
 QE1272'THE BEACH ACCESS ROAD AT THE SOUTH END OF THE BRIDGE OVER THE
 QE1272'YACHATS RIVER, TURN RIGHT AND GO SOUTHWEST ON THE BEACH ACCESS
 QE1272'ROAD FOR 0.5 MILE TO THE STATION ON THE RIGHT.  THIS IS 0.25
 QE1272'MILE NORTHWEST OF WHERE THE BEACH ACCESS ROAD REJOINS
 QE1272'U.S. HIGHWAY 101.
 QE1272'
 QE1272'THE STATION MARK IS 112 FEET SOUTHWEST OF THE POST BEARING
 QE1272'THE SAFETY RULES FOR THE COASTAL AREA AND 100 FEET SOUTHWEST
 QE1272'OF A PARK BENCH AT THE EDGE OF THE GRASS.
 QE1272
 QE1272                          STATION RECOVERY (1971)
 QE1272
 QE1272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (DRT)
 QE1272'STATION AND RM RECOVERED AS DESCRIBED IN GOOD CONDITION.  NOT
 QE1272'SUITABLE FOR SEA-FIX, HOWEVER LEVEL GROUND AVAILABLE TO EAST
 QE1272'ON PRIVATE PROPERTY.  DIFFICULTY MAY BE EXPERIENCED IN LOCATING
 QE1272'AN AZIMUTH FOR SURVEYING NEW MARK.
 QE1272
 QE1272                          STATION RECOVERY (1985)
 QE1272
 QE1272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 QE1272'THE STATION AND REFERENCE MARK 1 WERE RECOVERED IN GOOD CONDITION.
 QE1272'REFERENCE MARK 2 WAS ESTABLISHED AT THIS TIME.  THE DISTANCE TO RM 1
 QE1272'COMPARES FAVORABLY WITH THE 1927 DESCRIPTION.  THE STATION IS LOCATED
 QE1272'ABOUT 1.6 KM (1.00 MI) SOUTH OF THE TOWN OF YACHATS ON THE FIRST
 QE1272'PROMINENT ROACK OUTCROP SOUTH OF THE MOUTH OF THE YACHATS RIVER.  TO
 QE1272'REACH THE STATION FROM THE INTERSECTION OF 2ND STREET AND HIGHWAY 101,
 QE1272'IN YACHATS GO SOUTH ON HIGHWAY 101 FOR 0.64 KM, (0.40 MI) TURN RIGHT
 QE1272'ON YACHATS OCEAN ROAD AND GO 0.8 KM (0.50 MI) TO A BEND IN THE ROAD
 QE1272'AND THE MARK ON THE RIGHT.
 QE1272' 
 QE1272'THE STATION IS A STANDARD CGS DISK STAMPED---AGATE 1927---, SET INTO A
 QE1272'ROCK LEDGE, 30 METERS, (98.4 FT) LARGEST DIMENSION.  THE STATION IS
 QE1272'LOCATED 38 METERS (124.7 FT) WEST FROM THE CENTERLINE OF ROAD OF ROAD,
 QE1272'20 METERS (65.6 FT) WEST FROM THE GRASS LINE, 6 METERS (19.7 FT) EAST
 QE1272'FROM THE HIGH WATER LINE.  REFERENCE MARK NO 1, IS A STANDARD CGS DISK
 QE1272'STAMPED---AGATE 1927 NO 1---, SET INTO ROCK LEDGE, 30 METERS, (98.4
 QE1272'FT) LARGEST DIMENSION.  THE STATION IS LOCATED 3 METERS (9.8 FT)
 QE1272'EAST-SOUTHEAST FROM THE HIGH WATER LINE AND ABOUT SAME ELEVATION AS
 QE1272'THE STATION.  REFERENCE MARK NO 2, IS A STANDARD NGS DISK
 QE1272'STAMPED---AGATE 1927 NO 2 1985---.  THE STATION IS LOCATED 17 METERS
 QE1272'(55.8 FT) EAST-NORTHEAST FROM MEAN-HIGH WATER LINE, 8 METERS (26.2 FT)
 QE1272'SOUTH FROM THE NORTH EDGE OF SHORELINE AND ABOUT SAME ELEVATION AS THE
 QE1272'STATION.
 QE1272
 QE1272                          STATION RECOVERY (1988)
 QE1272
 QE1272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QE1272'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  14.3 KM
 QE1272'(8.90 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM ITS JUNCTION WITH
 QE1272'STATE HIGHWAY 34 IN WALDPORT, THENCE 0.8 KM (0.50 MI) SOUTHWESTERLY
 QE1272'ALONG YACHATS OCEAN ROAD, 0.4 KM (0.25 MI) NORTH OF THE SOUTH END OF
 QE1272'YACHATS OCEAN ROAD, IN AN AREA OF OUTCROPPING BEDROCK ALONG A CLIFF
 QE1272'OVERLOOKING THE PACIFIC OCEAN, 51.0 M (167.3 FT) WEST OF THE
 QE1272'CENTERLINE OF THE ROAD, AND 48.0 M (157.5 FT) WEST OF THE CENTER OF A
 QE1272'METAL MANHOLE COVER.
 QE1272'THE MARK IS 1.0 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1331 ***********************************************************************
 NZ1331  DESIGNATION -  AGATE DAM RP 1 1
 NZ1331  PID         -  NZ1331
 NZ1331  STATE/COUNTY-  OR/JACKSON
 NZ1331  USGS QUAD   -  EAGLE POINT (1983)
 NZ1331
 NZ1331                         *CURRENT SURVEY CONTROL
 NZ1331  ___________________________________________________________________
 NZ1331* NAD 83(2007)-  42 24 48.62888(N)    122 45 43.34958(W)     NO CHECK  
 NZ1331* NAVD 88     -       464.6    (meters)    1524.     (feet)  VERTCON   
 NZ1331  ___________________________________________________________________
 NZ1331  EPOCH DATE  -        2007.00
 NZ1331  X           -  -2,552,321.907 (meters)                     COMP
 NZ1331  Y           -  -3,966,196.514 (meters)                     COMP
 NZ1331  Z           -   4,279,923.292 (meters)                     COMP
 NZ1331  LAPLACE CORR-           3.49  (seconds)                    DEFLEC99
 NZ1331  ELLIP HEIGHT-         440.356 (meters)          (02/10/07) NO CHECK
 NZ1331  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 NZ1331
 NZ1331  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 NZ1331  Type    PID    Designation                      North   East  Ellip
 NZ1331  -------------------------------------------------------------------
 NZ1331  NETWORK NZ1331 AGATE DAM RP 1 1                  1.57   1.49  10.53
 NZ1331  -------------------------------------------------------------------
 NZ1331
 NZ1331.The horizontal coordinates were established by GPS observations
 NZ1331.and adjusted by the National Geodetic Survey in February 2007.
 NZ1331
 NZ1331.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 NZ1331.See www.ngs.noaa.gov/NationalReadjustment for more information.
 NZ1331.No horizontal observational check was made to the station.
 NZ1331.The horizontal coordinates are valid at the epoch date displayed above.
 NZ1331.The epoch date for horizontal control is a decimal equivalence
 NZ1331.of Year/Month/Day.
 NZ1331
 NZ1331.The NAVD 88 height was computed by applying the VERTCON shift value to
 NZ1331.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NZ1331
 NZ1331.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NZ1331
 NZ1331.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ1331
 NZ1331.The ellipsoidal height was determined by GPS observations
 NZ1331.and is referenced to NAD 83.
 NZ1331
 NZ1331.The geoid height was determined by GEOID03.
 NZ1331
 NZ1331;                    North         East     Units Scale Factor Converg.
 NZ1331;SPC OR S     -    85,476.833 1,313,832.589   MT  0.99998077   -1 32 51.3
 NZ1331;SPC OR S     -   280,435.80  4,310,474.37   iFT  0.99998077   -1 32 51.3
 NZ1331;UTM  10      - 4,695,716.630   519,579.055   MT  0.99960472   +0 09 37.8
 NZ1331
 NZ1331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NZ1331!SPC OR S     -   0.99993094  x   0.99998077  =   0.99991171
 NZ1331!UTM  10      -   0.99993094  x   0.99960472  =   0.99953569
 NZ1331
 NZ1331                          SUPERSEDED SURVEY CONTROL
 NZ1331
 NZ1331  NAD 83(1998)-  42 24 48.62602(N)    122 45 43.34775(W) AD(       ) 1
 NZ1331  ELLIP H (07/03/01)  440.363  (m)                       GP(       ) 5 1
 NZ1331  NAD 83(1991)-  42 24 48.62405(N)    122 45 43.34569(W) AD(       ) 1
 NZ1331  ELLIP H (02/25/91)  440.515  (m)                       GP(       ) 4 1
 NZ1331  NGVD 29 (02/25/91)  463.5    (m)         1521.     (f) GPS OBS     3  
 NZ1331
 NZ1331.Superseded values are not recommended for survey control.
 NZ1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1331.See file dsdata.txt to determine how the superseded data were derived.
 NZ1331
 NZ1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM1957995717(NAD 83)
 NZ1331_MARKER: DD = SURVEY DISK
 NZ1331_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NZ1331_SP_SET: METAL PIPE IN CONCRETE
 NZ1331_STAMPING: RP 1-1 10+00 20+00
 NZ1331_MARK LOGO: BOR   
 NZ1331_PROJECTION: PROJECTING 10 CENTIMETERS
 NZ1331_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 NZ1331_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NZ1331_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NZ1331+SATELLITE: SATELLITE OBSERVATIONS - 1990
 NZ1331_ROD/PIPE-DEPTH: 1    meters
 NZ1331
 NZ1331  HISTORY     - Date     Condition        Report By
 NZ1331  HISTORY     - 1990     MONUMENTED       BOR
 NZ1331
 NZ1331                          STATION DESCRIPTION
 NZ1331
 NZ1331'DESCRIBED BY US BUREAU OF RECLAMATION 1990
 NZ1331'THE STATION IS LOCATED ABOUT 12 MILES NE OF MEDFORD AND AT THE EAST
 NZ1331'END OF AGATE DAM.
 NZ1331'TO REACH FROM THE INTERSECTION OF HIGHWAYS 62 AND 140, GO EAST ON 140
 NZ1331'5.92 KM (3.68 MI) TO AGATE LAKE ROAD, TURN RIGHT AND GO 1.12 KM
 NZ1331'(0.70 MI) TO A ROAD RIGHT THAT LEADS TO WEST END OF DAM, HOWEVER KEEP
 NZ1331'LEFT AND GO 1.28 KM (0.80 MI) TO A T JUNCTION, TURN RIGHT AND GO 0.8
 NZ1331'KM (0.5 MI) TO A ROAD RIGHT, TURN RIGHT AND GO 0.32 KM (0.20 MI) TO A
 NZ1331'DIRT ROAD RIGHT, TURN RIGHT AND GO 0.16 KM (0.10 MI) TO A THE EAST
 NZ1331'END OF DAM AND STATION.
 NZ1331'THE STATION IS ON THE PROLONGATION OF THE EAST END OF THE DAM, 11.1 M
 NZ1331'(36.4 FT) EAST OF THE SOUTHEAST CORNER OF A GAGEING STATION AND 4.5 M
 NZ1331'(14.8 FT) EAST OF THE TOP EDGE OF A CANAL.
 NZ1331'THE STATION IS A BOR BRASS CAP ON THE TOP OF AND IRON PIPE THAT IS
 NZ1331'IMBEDDED IN CONCRETE.  THE CAP HAS BEEN DEFACED BUT IS READABLE.
 NZ1331'DESCRIBED BY L.L. RIGGERS
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1332 ***********************************************************************
 NZ1332  DESIGNATION -  AGATE DAM RP 2 2
 NZ1332  PID         -  NZ1332
 NZ1332  STATE/COUNTY-  OR/JACKSON
 NZ1332  USGS QUAD   -  EAGLE POINT (1983)
 NZ1332
 NZ1332                         *CURRENT SURVEY CONTROL
 NZ1332  ___________________________________________________________________
 NZ1332* NAD 83(2007)-  42 24 54.15595(N)    122 46 33.08643(W)     NO CHECK  
 NZ1332* NAVD 88     -       468.2    (meters)    1536.     (feet)  VERTCON   
 NZ1332  ___________________________________________________________________
 NZ1332  EPOCH DATE  -        2007.00
 NZ1332  X           -  -2,553,217.394 (meters)                     COMP
 NZ1332  Y           -  -3,965,486.506 (meters)                     COMP
 NZ1332  Z           -   4,280,051.682 (meters)                     COMP
 NZ1332  LAPLACE CORR-           3.10  (seconds)                    DEFLEC99
 NZ1332  ELLIP HEIGHT-         444.020 (meters)          (02/10/07) NO CHECK
 NZ1332  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 NZ1332
 NZ1332  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 NZ1332  Type    PID    Designation                      North   East  Ellip
 NZ1332  -------------------------------------------------------------------
 NZ1332  NETWORK NZ1332 AGATE DAM RP 2 2                  1.55   1.49  10.47
 NZ1332  -------------------------------------------------------------------
 NZ1332
 NZ1332.The horizontal coordinates were established by GPS observations
 NZ1332.and adjusted by the National Geodetic Survey in February 2007.
 NZ1332
 NZ1332.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 NZ1332.See www.ngs.noaa.gov/NationalReadjustment for more information.
 NZ1332.No horizontal observational check was made to the station.
 NZ1332.The horizontal coordinates are valid at the epoch date displayed above.
 NZ1332.The epoch date for horizontal control is a decimal equivalence
 NZ1332.of Year/Month/Day.
 NZ1332
 NZ1332.The NAVD 88 height was computed by applying the VERTCON shift value to
 NZ1332.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NZ1332
 NZ1332.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NZ1332
 NZ1332.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ1332
 NZ1332.The ellipsoidal height was determined by GPS observations
 NZ1332.and is referenced to NAD 83.
 NZ1332
 NZ1332.The geoid height was determined by GEOID03.
 NZ1332
 NZ1332;                    North         East     Units Scale Factor Converg.
 NZ1332;SPC OR S     -    85,678.115 1,312,700.454   MT  0.99998043   -1 33 25.3
 NZ1332;SPC OR S     -   281,096.18  4,306,760.02   iFT  0.99998043   -1 33 25.3
 NZ1332;UTM  10      - 4,695,884.012   518,441.851   MT  0.99960418   +0 09 04.3
 NZ1332
 NZ1332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NZ1332!SPC OR S     -   0.99993037  x   0.99998043  =   0.99991080
 NZ1332!UTM  10      -   0.99993037  x   0.99960418  =   0.99953457
 NZ1332
 NZ1332                          SUPERSEDED SURVEY CONTROL
 NZ1332
 NZ1332  NAD 83(1998)-  42 24 54.15307(N)    122 46 33.08457(W) AD(       ) 2
 NZ1332  ELLIP H (07/03/01)  444.026  (m)                       GP(       ) 5 1
 NZ1332  NAD 83(1991)-  42 24 54.15110(N)    122 46 33.08252(W) AD(       ) 2
 NZ1332  ELLIP H (02/25/91)  444.179  (m)                       GP(       ) 4 1
 NZ1332  NGVD 29 (02/25/91)  467.2    (m)         1533.     (f) GPS OBS     3  
 NZ1332
 NZ1332.Superseded values are not recommended for survey control.
 NZ1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1332.See file dsdata.txt to determine how the superseded data were derived.
 NZ1332
 NZ1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM1844295884(NAD 83)
 NZ1332_MARKER: DD = SURVEY DISK
 NZ1332_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NZ1332_SP_SET: METAL PIPE IN CONCRETE
 NZ1332_STAMPING: RP-2-2 22+00 32+00
 NZ1332_MARK LOGO: BOR   
 NZ1332_PROJECTION: PROJECTING 25 CENTIMETERS
 NZ1332_MAGNETIC: P = MARKER IS A STEEL PIPE
 NZ1332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ1332+STABILITY: SURFACE MOTION
 NZ1332_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NZ1332+SATELLITE: SATELLITE OBSERVATIONS - 1990
 NZ1332_ROD/PIPE-DEPTH: 1    meters
 NZ1332
 NZ1332  HISTORY     - Date     Condition        Report By
 NZ1332  HISTORY     - 1990     MONUMENTED       BOR
 NZ1332
 NZ1332                          STATION DESCRIPTION
 NZ1332
 NZ1332'DESCRIBED BY US BUREAU OF RECLAMATION 1990
 NZ1332'THE STATION IS LOCATED ABOUT 12 MILES NE OF MEDFORD AND AT THE EAST
 NZ1332'END OF AGATE DAM.
 NZ1332'TO REACH FROM THE INTERSECTION OF HIGHWAYS 62 AND 140 IN WHITE CITY GO
 NZ1332'EAST ON 140 FOR 5.92 KM (3.68 MI) TO AGATE ROAD ON THE RIGHT, TURN
 NZ1332'RIGHT AND 1.12 KM (0.70 MI) TO A SIGN AGATE DAM, TURN HARD RIGHT AND
 NZ1332'GO 1.2 KM (0.7 MI) TO THE EAST END OF THE DAM, CONTINUE ON SOUTHERLY
 NZ1332'0.05 KM (0.03 MI) TO THE MARK ON THE RIGHT.
 NZ1332'THE STATION IS A BRASS CAP ON THE TOP OF A METAL PIPE PROJECTING 15 C
 NZ1332'.  IT IS ABOUT 75 METERS EAST OF THE EAST END OF AGATE DAM, 11.5 M
 NZ1332'(37.7 FT) WEST OF THE CENTERLINE OF THE ROAD, 18.9 M (62.0 FT) SOUTH
 NZ1332'OF THE CENTERLINE OF A TRACK ROAD AND 0.7 M (2.3 FT) NORTH OF A
 NZ1332'WITNESS POST.  THERE IS A METAL POST IN THE SAME CONCRETE AS THE
 NZ1332'STATION MARK.
 NZ1332'DESCRIBED BY L.L. RIGGERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0960 ***********************************************************************
 RC0960  DESIGNATION -  AGATE RM 1
 RC0960  PID         -  RC0960
 RC0960  STATE/COUNTY-  OR/WASCO
 RC0960  USGS QUAD   -  LYLE (1994)
 RC0960
 RC0960                         *CURRENT SURVEY CONTROL
 RC0960  ___________________________________________________________________
 RC0960* NAD 83(1986)-  45 40 12.     (N)    121 15 13.     (W)     SCALED    
 RC0960* NAVD 88     -        46.134  (meters)     151.36   (feet)  ADJUSTED  
 RC0960  ___________________________________________________________________
 RC0960  GEOID HEIGHT-         -21.38  (meters)                     GEOID03
 RC0960  DYNAMIC HT  -          46.133 (meters)     151.35  (feet)  COMP
 RC0960  MODELED GRAV-     980,604.3   (mgal)                       NAVD 88
 RC0960
 RC0960  VERT ORDER  -  FIRST     CLASS II
 RC0960
 RC0960.The horizontal coordinates were scaled from a topographic map and have
 RC0960.an estimated accuracy of +/- 6 seconds.
 RC0960
 RC0960.The orthometric height was determined by differential leveling
 RC0960.and adjusted in June 1991.
 RC0960.WARNING-Repeat measurements at this control monument indicate possible
 RC0960.vertical movement.
 RC0960
 RC0960.The geoid height was determined by GEOID03.
 RC0960
 RC0960.The dynamic height is computed by dividing the NAVD 88
 RC0960.geopotential number by the normal gravity value computed on the
 RC0960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0960.degrees latitude (g = 980.6199 gals.).
 RC0960
 RC0960.The modeled gravity was interpolated from observed gravity values.
 RC0960
 RC0960;                    North         East    Units  Estimated Accuracy
 RC0960;SPC OR N     -   222,890.    2,441,280.      MT  (+/- 180 meters Scaled)
 RC0960
 RC0960                          SUPERSEDED SURVEY CONTROL
 RC0960
 RC0960  NGVD 29 (??/??/92)   45.117  (m)          148.02   (f) ADJ UNCH    1 2
 RC0960
 RC0960.Superseded values are not recommended for survey control.
 RC0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0960.See file dsdata.txt to determine how the superseded data were derived.
 RC0960
 RC0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR360588(NAD 83)
 RC0960_MARKER: DR = REFERENCE MARK DISK
 RC0960_SETTING: 66 = SET IN ROCK OUTCROP
 RC0960_SP_SET: ROCK OUTCROP
 RC0960_STAMPING: AGATE USE NO 1 1957
 RC0960_MARK LOGO: CGS   
 RC0960_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RC0960+STABILITY: POSITION/ELEVATION WELL
 RC0960
 RC0960  HISTORY     - Date     Condition        Report By
 RC0960  HISTORY     - 1957     MONUMENTED       CGS
 RC0960  HISTORY     - 1972     GOOD             NGS
 RC0960  HISTORY     - 1987     GOOD             NGS
 RC0960
 RC0960                          STATION DESCRIPTION
 RC0960
 RC0960'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 RC0960'6.6 MI NW FROM THE DALLES.
 RC0960'REACHED FROM THE DALLES POST OFFICE GO NORTHWEST ON U.S. HIGHWAY 30,
 RC0960'AND INTERSTATE 80N FOR 6.6 MILES TO THE MARK ON THE RIGHT, THIS IS 0.2
 RC0960'MILE BEFORE REACHING HIGHWAY MILEPOST NO. 76.  IT IS 18.50 FEET
 RC0960'NORTH-NORTHEAST OF TRIANGULATION STATION AGATE (USE) 1957, AND 8 FEET
 RC0960'SOUTHWEST OF THE TOP OF THE CUT ABOVE THE RAILROAD TRACKS CEMENTED IN
 RC0960'A DRILL HOLE IN BEDROCK.
 RC0960
 RC0960                          STATION RECOVERY (1987)
 RC0960
 RC0960'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RC0960'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.1 KM
 RC0960'(1.30 MI) EAST ALONG INTERSTATE HIGHWAY 84 FROM THE OVERPASS IN ROWENA
 RC0960'TO THE MARK ON THE NORTH SIDE OF THE HIGHWAY, 13.25 M (43.5 FT) NORTH
 RC0960'OF A TWIN-TRUNKED OAK TREE, 5.63 M (18.5 FT) NORTH OF THE STATION
 RC0960'AGATE, 9.93 M (32.6 FT) NORTHWEST OF AGATE RM 2.
 RC0960'THE MARK IS 0.3 M BELOW THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0961 ***********************************************************************
 RC0961  DESIGNATION -  AGATE RM 2
 RC0961  PID         -  RC0961
 RC0961  STATE/COUNTY-  OR/WASCO
 RC0961  USGS QUAD   -  LYLE (1994)
 RC0961
 RC0961                         *CURRENT SURVEY CONTROL
 RC0961  ___________________________________________________________________
 RC0961* NAD 83(1986)-  45 40 12.     (N)    121 15 15.     (W)     SCALED    
 RC0961* NAVD 88     -        46.344  (meters)     152.05   (feet)  ADJUSTED  
 RC0961  ___________________________________________________________________
 RC0961  GEOID HEIGHT-         -21.38  (meters)                     GEOID03
 RC0961  DYNAMIC HT  -          46.344 (meters)     152.05  (feet)  COMP
 RC0961  MODELED GRAV-     980,604.3   (mgal)                       NAVD 88
 RC0961
 RC0961  VERT ORDER  -  FIRST     CLASS II
 RC0961
 RC0961.The horizontal coordinates were scaled from a topographic map and have
 RC0961.an estimated accuracy of +/- 6 seconds.
 RC0961
 RC0961.The orthometric height was determined by differential leveling
 RC0961.and adjusted in June 1991.
 RC0961
 RC0961.The geoid height was determined by GEOID03.
 RC0961
 RC0961.The dynamic height is computed by dividing the NAVD 88
 RC0961.geopotential number by the normal gravity value computed on the
 RC0961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0961.degrees latitude (g = 980.6199 gals.).
 RC0961
 RC0961.The modeled gravity was interpolated from observed gravity values.
 RC0961
 RC0961;                    North         East    Units  Estimated Accuracy
 RC0961;SPC OR N     -   222,890.    2,441,240.      MT  (+/- 180 meters Scaled)
 RC0961
 RC0961                          SUPERSEDED SURVEY CONTROL
 RC0961
 RC0961  NGVD 29 (??/??/92)   45.330  (m)          148.72   (f) ADJ UNCH    1 2
 RC0961
 RC0961.Superseded values are not recommended for survey control.
 RC0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0961.See file dsdata.txt to determine how the superseded data were derived.
 RC0961
 RC0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR359588(NAD 83)
 RC0961_MARKER: DR = REFERENCE MARK DISK
 RC0961_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RC0961_SP_SET: SHALLOW-SET PIPE
 RC0961_STAMPING: AGATE USE NO 2 1957
 RC0961_MARK LOGO: CGS   
 RC0961_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC0961
 RC0961  HISTORY     - Date     Condition        Report By
 RC0961  HISTORY     - 1957     MONUMENTED       CGS
 RC0961  HISTORY     - 1972     GOOD             NGS
 RC0961  HISTORY     - 1987     GOOD             NGS
 RC0961
 RC0961                          STATION DESCRIPTION
 RC0961
 RC0961'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 RC0961'6.6 MI NW FROM THE DALLES.
 RC0961'REACHED FROM THE DALLES POST OFFICE GO NORTHWEST ON U.S. HIGHWAY 30,
 RC0961'AND INTERSTAE 80N FOR 6.6 MILES TO THE MARK ON THE RIGHT, THIS IS 0.2
 RC0961'MILE BEFORE REACHING HIGHWAY MILEPOST NO. 76.  A REFERENCE MARK DISK
 RC0961'BRAZED TO A 2-INCH PIPE THAT PROJECTS 5 INCHES, 100 FEET NORTHEAST OF
 RC0961'THE WESTBOUND LANES OF INTERSTATE 80N, 18 FEET NORTHEAST OF THE
 RC0961'REMAINS OF AN OLD FENCE LINE, AND 17.94 FEET SOUTHEAST OF
 RC0961'TRIANGULATION STATION AGATE (USE) 1957.
 RC0961
 RC0961                          STATION RECOVERY (1987)
 RC0961
 RC0961'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RC0961'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.1 KM
 RC0961'(1.30 MI) EAST ALONG INTERSTATE HIGHWAY 84 FROM THE OVERPASS IN ROWENA
 RC0961'TO THE MARK ON THE NORTH SIDE OF THE HIGHWAY, 5.45 M (17.9 FT)
 RC0961'SOUTHEAST OF THE STATION AGATE.
 RC0961'THE MARK IS 0.39 METERS  SE FROM  A WITNESS POST
 RC0961'THE MARK IS 0.3 M BELOW THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2744 ***********************************************************************
 RC2744  DESIGNATION -  AGATE RM 2 RESET
 RC2744  PID         -  RC2744
 RC2744  STATE/COUNTY-  OR/LINCOLN
 RC2744  USGS QUAD   -  LYLE (1994)
 RC2744
 RC2744                         *CURRENT SURVEY CONTROL
 RC2744  ___________________________________________________________________
 RC2744* NAD 83(1986)-  45 40 12.     (N)    121 15 15.     (W)     SCALED    
 RC2744* NAVD 88     -         6.80   (meters)      22.3    (feet)  RESET     
 RC2744  ___________________________________________________________________
 RC2744  GEOID HEIGHT-         -21.38  (meters)                     GEOID03
 RC2744  VERT ORDER  -  THIRD
 RC2744
 RC2744.The horizontal coordinates were scaled from a topographic map and have
 RC2744.an estimated accuracy of +/- 6 seconds.
 RC2744
 RC2744.The orthometric height was computed from unverified reset data.
 RC2744.No vertical observational check was made to the station.
 RC2744
 RC2744.The geoid height was determined by GEOID03.
 RC2744
 RC2744;                    North         East    Units  Estimated Accuracy
 RC2744;SPC OR N     -   222,890.    2,441,240.      MT  (+/- 180 meters Scaled)
 RC2744
 RC2744                          SUPERSEDED SURVEY CONTROL
 RC2744
 RC2744  NGVD 29 (10/26/06)    5.76   (m)           18.9    (f) RESET       3  
 RC2744
 RC2744.Superseded values are not recommended for survey control.
 RC2744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2744.See file dsdata.txt to determine how the superseded data were derived.
 RC2744
 RC2744_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR359588(NAD 83)
 RC2744_MARKER: DR = REFERENCE MARK DISK
 RC2744_SETTING: 66 = SET IN ROCK OUTCROP
 RC2744_SP_SET: ROCK OUTCROP
 RC2744_STAMPING: AGATE 1927 NO 2 1985
 RC2744_MARK LOGO: NGS   
 RC2744_MAGNETIC: N = NO MAGNETIC MATERIAL
 RC2744_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RC2744+STABILITY: POSITION/ELEVATION WELL
 RC2744
 RC2744  HISTORY     - Date     Condition        Report By
 RC2744  HISTORY     - 1985     MONUMENTED       NGS
 RC2744
 RC2744                          STATION DESCRIPTION
 RC2744
 RC2744'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RC2744'FROM THE INTERSECTION OF 2ND ST AND HIGHWAY 101 IN YACHATS GO SOUTH ON
 RC2744'HIGHWAY 101 FOR 0.64 KM (0.40 MI) , TURN RIGHT ONTO YACHATS OCEAN
 RC2744'ROAD AND GO 0.8 KM (0.5 MI) TO THE MARK ON THE RIGHT.  THE MARK IS
 RC2744'ABOUT 9 METERS WEST OF THE GRASS LINE, 11.303 METERS NORTH-NORTHEAST
 RC2744'OF RM 1, 2 METERS SOUTH OF THE NORTH EDGE OF SHORELINE, AND 7.586
 RC2744'METERS NORTHEAST OF STATION AGATE 1927.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1558 ***********************************************************************
 QD1558  DESIGNATION -  AGENCY
 QD1558  PID         -  QD1558
 QD1558  STATE/COUNTY-  OR/JEFFERSON
 QD1558  USGS QUAD   -  EAGLE BUTTE (1962)
 QD1558
 QD1558                         *CURRENT SURVEY CONTROL
 QD1558  ___________________________________________________________________
 QD1558* NAD 83(1991)-  44 45 18.67232(N)    121 13 11.92030(W)     ADJUSTED  
 QD1558* NAVD 88     -       708.0    (meters)    2323.     (feet)  VERTCON   
 QD1558  ___________________________________________________________________
 QD1558  LAPLACE CORR-           3.51  (seconds)                    DEFLEC99
 QD1558  GEOID HEIGHT-         -21.66  (meters)                     GEOID03
 QD1558  HORZ ORDER  -  SECOND
 QD1558
 QD1558.The horizontal coordinates were established by classical geodetic methods
 QD1558.and adjusted by the National Geodetic Survey in October 1991.
 QD1558
 QD1558.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1558.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1558
 QD1558.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1558
 QD1558.The geoid height was determined by GEOID03.
 QD1558
 QD1558;                    North         East     Units Scale Factor Converg.
 QD1558;SPC OR N     -   121,212.175 2,442,996.091   MT  0.99992048   -0 30 38.2
 QD1558;SPC OR N     -   397,677.74  8,015,079.04   iFT  0.99992048   -0 30 38.2
 QD1558;UTM  10      - 4,957,296.480   640,889.341   MT  0.99984409   +1 15 12.5
 QD1558
 QD1558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1558!SPC OR N     -   0.99989240  x   0.99992048  =   0.99981289
 QD1558!UTM  10      -   0.99989240  x   0.99984409  =   0.99973651
 QD1558
 QD1558|---------------------------------------------------------------------|
 QD1558| PID    Reference Object                     Distance      Geod. Az  |
 QD1558|                                                           dddmmss.s |
 QD1558| CF4042 AGENCY RM 1                          10.074 METERS 09259     |
 QD1558| CF4043 AGENCY RM 2                          10.770 METERS 18055     |
 QD1558| QD1616 WARM SPRINGS CANYON RIM MAST        APPROX. 3.8 KM 2971738.7 |
 QD1558| QD0627 RAINBOW                             APPROX. 0.7 KM 3160926.9 |
 QD1558|---------------------------------------------------------------------|
 QD1558
 QD1558                          SUPERSEDED SURVEY CONTROL
 QD1558
 QD1558  NAD 83(1986)-  44 45 18.68221(N)    121 13 11.92042(W) AD(       ) 2
 QD1558  NAD 27      -  44 45 19.25400(N)    121 13 07.74300(W) AD(       ) 2
 QD1558  NGVD 29 (07/19/86)  706.9    (m)         2319.     (f) VERT ANG    3  
 QD1558
 QD1558.Superseded values are not recommended for survey control.
 QD1558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1558.See file dsdata.txt to determine how the superseded data were derived.
 QD1558
 QD1558_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ4088957296(NAD 83)
 QD1558_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QD1558_SETTING: 66 = SET IN ROCK OUTCROP
 QD1558
 QD1558  HISTORY     - Date     Condition        Report By
 QD1558  HISTORY     - 1946     MONUMENTED       CGS
 QD1558  HISTORY     - 1973     SEE DESCRIPTION  NGS
 QD1558
 QD1558                          STATION DESCRIPTION
 QD1558
 QD1558'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 QD1558'THE STATION IS LOCATED ON THE SUMMIT OF THE HIGH ROCKY CLIFF
 QD1558'OVERLOOKING THE DESCHUTES RIVER AT THE MOUTH OF SHITIKE CREEK,
 QD1558'ABOUT 9.5 MILES NORTHWEST OF MADRAS, ABOUT 2.5 MILES EAST AND
 QD1558'SOUTH OF WARM SPRINGS, ABOUT 0.2 MILE WEST OF A CULTIVATED FIELD
 QD1558'AND 12 FEET EAST OF THE EDGE OF THE CLIFF.
 QD1558'
 QD1558'TO REACH FROM THE POST OFFICE IN MADRAS.  GO NORTH ON U.S. HIGHWAY
 QD1558'NUMBER 97 FOR 0.45 MILE, CONTINUE STRAIGHT AHEAD AS PER THE SIGN
 QD1558'WARM SPRINGS AND GO NORTH AND WEST FOR 5.95 MILES, TURN RIGHT,
 QD1558'NORTH, ONTO A GRADED ROAD AND GO 2.4 MILES TO THE CROSS ROADS AT
 QD1558'THE NEW ERA SCHOOL, TURN LEFT, WEST, AND GO 1.05 MILES, PASS
 QD1558'THROUGH A WIRE GATE AND CONTINUE STRAIGHT AHEAD FOR 0.55 MILE,
 QD1558'PASS THROUGH A WIRE GATE THEN TAKE THE LEFT FORK AND CONTINUE
 QD1558'WEST, STAYING TO THE SOUTH OF A CULTIVATED FIELD, FOR 0.9 MILE
 QD1558'TO THE SOUTHWEST CORNER OF THE FIELD, FROM THIS POINT
 QD1558'CONTINUE WEST ACROSS COUNTRY FOR 0.35 MILE TO THE EXTREME
 QD1558'WESTERLY EDGE OF THE PLATEAU AND THE STATION.
 QD1558'
 QD1558'THE STATION IS A STANDARD DISK, STAMPED AGENCY 1946, CEMENTED
 QD1558'INTO A DRILL HOLE IN BEDROCK WHICH PROJECTS ABOUT 4 INCHES.
 QD1558'
 QD1558'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED AGENCY NO 1
 QD1558'1946, CEMENTED INTO A DRILL HOLE IN BEDROCK WHICH PROJECTS ABOUT
 QD1558'3 INCHES AND IS LEVEL WITH THE STATION.
 QD1558'
 QD1558'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED AGENCY NO 2
 QD1558'1946, CEMENTED INTO A DRILL HOLE IN BEDROCK WHICH IS FLUSH WITH
 QD1558'THE GROUND AND IS ABOUT 1 FOOT LOWER THAN THE STATION.  IT IS
 QD1558'LOCATED 6 FEET EAST OF THE EDGE OF THE CLIFF.
 QD1558'
 QD1558'TRIANGULATION STATION RAINBOW WAS USED AS AN AZIMUTH TO THIS
 QD1558'STATION.  IT IS A STANDARD DISK, STAMPED RAINBOW 1946, BRAZED TO
 QD1558'THE TOP OF A 3 INCH CAST IRON SOIL PIPE WHICH PROJECTS ABOUT 6
 QD1558'INCHES.  TO REACH FROM THE POST OFFICE IN MADRAS.  GO NORTH ON
 QD1558'U.S. HIGHWAY NUMBER 97 FOR 0.45 MILE, CONTINUE STRAIGHT AHEAD ON
 QD1558'THE ROAD WHICH LEADS TOWARD WARM SPRINGS FOR 13.4 MILES TO THE
 QD1558'STATION (AZIMUTH) ON THE RIGHT HAND SIDE OF THE ROAD JUST
 QD1558'BEHIND THE RAINBOW AUTO CAMP CABINS.
 QD1558
 QD1558                          STATION RECOVERY (1973)
 QD1558
 QD1558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 QD1558'BOTH REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 QD1558'STATION MARK WAS SOLID, BUT MOST OF THE CONCRETE AROUND THE DISK
 QD1558'HAD DETERIORATED.  ADDITIONAL CONCRETE WAS PLACED AROUND THE
 QD1558'STATION MARK.  A DIFFERENCE IN THE HORIZONTAL ANGLE BETWEEN THE
 QD1558'REFERENCE MARKS WAS FOUND.  THE ORIGINAL DESCRIPTION IS CORRECT,
 QD1558'AND ADEQUATE FOR RECOVERY.
 QD1558'
 QD1558'THE STATION IS ON LAND OWNED BY MR. C. O. NORTHUP.
 QD1558'
 QD1558'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QD1558'2 MILES ESE OF WARM SPRINGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0964 ***********************************************************************
 NY0964  DESIGNATION -  AGENCY
 NY0964  PID         -  NY0964
 NY0964  STATE/COUNTY-  OR/KLAMATH
 NY0964  USGS QUAD   -  FORT KLAMATH (1985)
 NY0964
 NY0964                         *CURRENT SURVEY CONTROL
 NY0964  ___________________________________________________________________
 NY0964* NAD 83(1991)-  42 38 21.50669(N)    121 56 08.04034(W)     ADJUSTED  
 NY0964* NAVD 88     -      1535.8    (meters)    5039.     (feet)  VERTCON   
 NY0964  ___________________________________________________________________
 NY0964  LAPLACE CORR-           4.19  (seconds)                    DEFLEC99
 NY0964  GEOID HEIGHT-         -22.42  (meters)                     GEOID03
 NY0964  HORZ ORDER  -  FIRST
 NY0964
 NY0964.The horizontal coordinates were established by classical geodetic methods
 NY0964.and adjusted by the National Geodetic Survey in October 1991.
 NY0964
 NY0964.The NAVD 88 height was computed by applying the VERTCON shift value to
 NY0964.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NY0964
 NY0964.The Laplace correction was computed from DEFLEC99 derived deflections.
 NY0964
 NY0964.The geoid height was determined by GEOID03.
 NY0964
 NY0964;                    North         East     Units Scale Factor Converg.
 NY0964;SPC OR S     -   109,053.033 1,382,273.307   MT  0.99993700   -0 58 55.7
 NY0964;SPC OR S     -   357,785.54  4,535,017.41   iFT  0.99993700   -0 58 55.7
 NY0964;UTM  10      - 4,721,310.890   587,266.380   MT  0.99969369   +0 43 15.9
 NY0964
 NY0964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NY0964!SPC OR S     -   0.99976272  x   0.99993700  =   0.99969973
 NY0964!UTM  10      -   0.99976272  x   0.99969369  =   0.99945648
 NY0964
 NY0964:                Primary Azimuth Mark                     Grid Az
 NY0964:SPC OR S     -  MODOC POINT LOOKOUT TOWER                157 47 33.7
 NY0964:UTM  10      -  MODOC POINT LOOKOUT TOWER                156 05 22.1
 NY0964
 NY0964|---------------------------------------------------------------------|
 NY0964| PID    Reference Object                     Distance      Geod. Az  |
 NY0964|                                                           dddmmss.s |
 NY0964| NY0947 MODOC POINT LOOKOUT TOWER           APPROX.23.0 KM 1564838.0 |
 NY0964| NY0960 CHILOQUIN BOIS CASCADE COOP TK      APPROX.14.7 KM 1613737.7 |
 NY0964| CD5768 AGENCY RM 1                          21.211 METERS 21829     |
 NY0964| NZ1042 PELICAN BUTTE LOOKOUT TOWER         APPROX.22.2 KM 2310118.3 |
 NY0964| CD5769 AGENCY RM 2                          24.951 METERS 27209     |
 NY0964| CD5767 AGENCY AZ MK                                       2793623.5 |
 NY0964|---------------------------------------------------------------------|
 NY0964
 NY0964                          SUPERSEDED SURVEY CONTROL
 NY0964
 NY0964  NAD 83(1986)-  42 38 21.50797(N)    121 56 08.04801(W) AD(       ) 1
 NY0964  NAD 27      -  42 38 22.02204(N)    121 56 03.98303(W) AD(       ) 1
 NY0964  NGVD 29 (07/19/86) 1534.6    (m)         5035.     (f) VERT ANG    3  
 NY0964
 NY0964.Superseded values are not recommended for survey control.
 NY0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0964.See file dsdata.txt to determine how the superseded data were derived.
 NY0964
 NY0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN8726621311(NAD 83)
 NY0964_MARKER: DH = HORIZONTAL CONTROL DISK
 NY0964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0964_SP_SET: CONCRETE POST
 NY0964_STAMPING: AGENCY 1967
 NY0964_MARK LOGO: CGS   
 NY0964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0964+STABILITY: SURFACE MOTION
 NY0964_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NY0964+SATELLITE: SATELLITE OBSERVATIONS - August 01, 1989
 NY0964
 NY0964  HISTORY     - Date     Condition        Report By
 NY0964  HISTORY     - 1967     MONUMENTED       CGS
 NY0964  HISTORY     - 1967     GOOD             CGS
 NY0964  HISTORY     - 1971     SEE DESCRIPTION  NGS
 NY0964  HISTORY     - 1974     SEE DESCRIPTION  NGS
 NY0964  HISTORY     - 19890801 GOOD             LOCSUR
 NY0964
 NY0964                          STATION DESCRIPTION
 NY0964
 NY0964'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (CAA)
 NY0964'THE STATION IS LOCATED ABOUT 5-1/2 MILES NORTHWEST OF CHILOQUIN,
 NY0964'5 MILES SOUTHEAST OF FORT KLAMATH, AND 1-1/2 MILES NORTH OF THE
 NY0964'KLAMATH INTERNATIONAL RESORT.
 NY0964'
 NY0964'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 97 AND
 NY0964'STATE HIGHWAY 62, WHICH IS ABOUT 3 MILES SOUTH OF CHILOQUIN, GO
 NY0964'NORTHWEST ON STATE HIGHWAY 62 FOR 5.3 MILES TO A
 NY0964'CROSSROAD.  CONTINUE AHEAD ON STATE HIGHWAY 62 FOR 1.2 MILES
 NY0964'TO A SIDE ROAD RIGHT, AND THE KLAMATH INTERNATIONAL RESORT ON THE
 NY0964'LEFT.  TURN RIGHT, EAST, ALONG BLADED DIRT ROAD FOR 0.5 MILE TO
 NY0964'A FORK.  KEEP LEFT FORK, NORTHERLY, FOR 1.6 MILES TO THE TOP OF
 NY0964'THE HILL, LOOKOUT TOWER AND THE STATION.  TO REACH THE AZIMUTH
 NY0964'MARK FROM THE KLAMATH INTERNATIONAL RESORT, WHICH IS MENTIONED
 NY0964'ABOVE, CONTINUE NORTH ON STATE HIGHWAY 62 FOR 2.1 MILES TO A
 NY0964'FORK.  KEEP LEFT FORK, WEST, LEAVING STATE HIGHWAY 62, AND GO
 NY0964'2.0 MILES TO THE AZIMUTH ON THE RIGHT.  THIS IS JUST BEFORE
 NY0964'REACHING THE WOOD RIVER BRIDGE.
 NY0964'
 NY0964'THE STATION MARK IS A STANDARD DISK, STAMPED AGENCY 1967, SET
 NY0964'IN THE TOP OF A 12-INCH CONCRETE CYLINDRICAL MONUMENT WHICH IS
 NY0964'FLUSH WITH THE GROUND.  IT IS 40.4 FEET NORTH OF THE NORTHEAST
 NY0964'CORNER OF THE LOOKOUT TOWER, 40 FEET SOUTHEAST OF A FLAGPOLE AND
 NY0964'4.5 FEET NORTHWEST OF A METAL WITNESS POST.
 NY0964'
 NY0964'R.M. 1 IS A STANDARD DISK, STAMPED AGENCY NO 1 1967, CEMENTED IN
 NY0964'A DRILL HOLE IN A 3 BY 3 FOOT BOULDER WHICH IS FLUSH WITH THE
 NY0964'GROUND.  IT IS 71 FEET SOUTH OF THE FLAG POLE, 70.5 FEET
 NY0964'SOUTHWEST OF THE WITNESS POST AND 23 FEET WEST OF THE NORTHWEST
 NY0964'CORNER OF THE LOOKOUT TOWER.
 NY0964'
 NY0964'R.M. 2 IS A STANDARD DISK, STAMPED AGENCY NO 2 1967, CEMENTED IN
 NY0964'A DRILL HOLE IN A 3 BY 4 FOOT BOULDER WHICH IS FLUSH WITH THE
 NY0964'GROUND.  IT IS 86 FEET WEST OF THE WITNESS POST, 76.5 FEET
 NY0964'NORTHWEST OF THE NORTHWEST LEG OF THE LOOKOUT TOWER AND 42 FEET
 NY0964'WEST OF THE FLAG POLE.
 NY0964'
 NY0964'THE AZIMUTH MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 NY0964'THE NORTH WALL OF A CONCRETE IRRIGATION DITCH.  IT IS STAMPED
 NY0964'AGENCY 1967 AND IS 32 FEET NORTH OF THE CENTER OF THE PAVED ROAD,
 NY0964'AND 4 FEET SOUTH OF A METAL WITNESS POST.
 NY0964'
 NY0964'NOT FEASIBLE TO MEASURE BETWEEN REFERENCE MARKS, BECAUSE OF A
 NY0964'BUILDING.
 NY0964
 NY0964                          STATION RECOVERY (1967)
 NY0964
 NY0964'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 NY0964'RECOVERED IN GOOD CONDITION.
 NY0964
 NY0964                          STATION RECOVERY (1971)
 NY0964
 NY0964'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 NY0964'THE STATION MARK, REFERENCE MARK 1, REFERENCE MARK 2 AND THE
 NY0964'AZIMUTH MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE
 NY0964'DISTANCE AND DIRECTION TO THE REFERENCE MARKS AND AZIMUTH MARK
 NY0964'COMPARED FAVORABLY WITH THE 1967 DATA.  DUE TO CHANGES IN THE TO
 NY0964'REACH A COMPLETE NEW DESCRIPTION FOLLOWS.
 NY0964'
 NY0964'THE STATION IS LOCATED ABOUT 5 MILES NORTHWEST OF CHILOQUIN, 5
 NY0964'MILES SOUTHEAST OF FORT KLAMATH AND 1.5 MILES NORTH OF THE KLAMATH
 NY0964'INTERNATIONAL RESORT.
 NY0964'
 NY0964'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 97 AND
 NY0964'STATE HIGHWAY 62 GO NORTHWEST ON STATE HIGHWAY 62 FOR 6.6 MILES
 NY0964'TO A SIDE ROAD RIGHT AND THE KLAMATH INTERNATIONAL RESORT ON THE
 NY0964'LEFT.  TURN RIGHT AND GO EAST ON BLADED ROAD FOR 0.5 MILE TO A
 NY0964'FORK.  KEEP LEFT FORK ON BLADED ROAD AND GO NORTHERLY FOR 1.6
 NY0964'MILES TO TOP OF HILL WITH LOOKOUT TOWER AND STATION ON THE
 NY0964'RIGHT.  TO REACH THE AZIMUTH MARK FROM THE KLAMATH
 NY0964'INTERNATIONAL RESORT, CONTINUE NORTHERLY ON STATE HIGHWAY 62
 NY0964'FOR 2.25 MILES TO A FORK.  KEEP LEFT ON PAVED ROAD AND GO WEST
 NY0964'FOR 2.15 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 NY0964'
 NY0964'THE STATION MARK IS A STANDARD DISK STAMPED AGENCY 1967, SET IN
 NY0964'THE TOP OF A 12-INCH CONCRETE CYLINDRICAL MONUMENT WHICH IS FLUSH
 NY0964'WITH THE GROUND.  IT IS 40.5 FEET NORTH OF THE NORTHEAST CORNER
 NY0964'OF THE LOOKOUT TOWER, 40 FEET SOUTHEAST OF A FLAG POLE AND 4.5
 NY0964'FEET NORTHWEST OF A METAL WITNESS POST WITH SIGN ATTACHED.
 NY0964'
 NY0964'REFERENCE MARK 1 IS A STANDARD DISK STAMPED AGENCY NO 1 1967,
 NY0964'CEMENTED IN A DRILL HOLE IN A 3 X 3 FOOT BOULDER WHICH IS FLUSH
 NY0964'WITH THE GROUND.  IT IS 71 FEET SOUTH OF THE FLAG POLE, 70.5
 NY0964'FEET SOUTHWEST OF THE WITNESS POST WITH SIGN ATTACHED AND 23 FEET
 NY0964'WEST OF THE NORTHWEST CORNER OF THE LOOKOUT TOWER.
 NY0964'
 NY0964'REFERENCE MARK 2 IS A STANDARD DISK STAMPED AGENCY NO 2 1967,
 NY0964'CEMENTED IN A DRILL HOLE IN A 3 X 4 FOOT BOULDER WHICH IS FLUSH
 NY0964'WITH THE GROUND.  IT IS 86 FEET WEST OF THE METAL WITNESS POST
 NY0964'WITH SIGN ATTACHED, 76.5 FEET NORTHWEST OF THE NORTHWEST LEG OF
 NY0964'THE LOOKOUT TOWER AND 42 FEET WEST OF THE FLAG POLE.
 NY0964'
 NY0964'THE AZIMUTH MARK IS A STANDARD DISK STAMPED AGENCY 1967, CEMENTED
 NY0964'IN A DRILL HOLE IN THE NORTH HEAD WALL OF A CONCRETE IRRIGATION
 NY0964'DITCH.  IT IS 31 FEET NORTH OF THE CENTER OF THE PAVED ROAD, 4
 NY0964'FEET SOUTH OF A METAL WITNESS POST WITH SIGN ATTACHED SET IN FENCE
 NY0964'LINE AND 2 FEET EAST OF THE WEST END OF HEAD WALL.
 NY0964'
 NY0964'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NY0964'5 MILES SOUTHEAST OF FORT KLAMATH.
 NY0964
 NY0964                          STATION RECOVERY (1974)
 NY0964
 NY0964'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JDS)
 NY0964'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED IN GOOD
 NY0964'CONDITION.  REFERENCE MARK 2 WAS NOT RECOVERED DUE TO SEVERAL
 NY0964'INCHES OF DIRT BEING SPREAD OVER THE AREA.  THE AZIMUTH MARK
 NY0964'WAS NOT SEARCHED FOR.
 NY0964'
 NY0964'THIS STATION WAS NOT SELECTED FOR A GEOCEIVER SITE DUE TO THE
 NY0964'HORIZON BEING OBSTRUCTED BY LARGE TREES, THE PROXIMITY OF A
 NY0964'LARGE METAL LOOK-OUT-TOWER AND NO PLACE TO SET AN ADDITIONAL
 NY0964'REFERENCE MARK.
 NY0964'
 NY0964'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NY0964'5 MILES SOUTHEAST OF FORT KLAMATH.
 NY0964
 NY0964                          STATION RECOVERY (1989)
 NY0964
 NY0964'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989
 NY0964'A NEW TO REACH DESCRIPTION FOLLOWS.
 NY0964'TO REACH FROM HIGHWAY 62 AT THE OLD INDIAN AGENCY FOR THE KLAMATH
 NY0964'TRIBE, APPROXIMATELY 6.5 MILES NORTH OF THE CRATER LAKE JUNCTION AT
 NY0964'HIGHWAY 97 AND WILLIAMSON RIVER, TURN NE, RIGHT, ONTO USFS ROAD 6210
 NY0964'(DIRECTLY OPPOSITE OLD AGENCY ENTRANCE), TURN LEFT ONTO 40 SPUR AT MP
 NY0964'0.4 ON RISE AND TRAVEL NORTHERLY UP THE RIDGE 2.72 KM (1.69 MI) TO
 NY0964'TOP OF HILL AND STATION.
 NY0964'THE STATION IS 12.19 M (39.99 FT) NORTH OF THE NE CONCRETE FOOTING OF
 NY0964'THE LOOKOUT TOWER WHICH HAS BEEN TORN DOWN, 9.14 M (29.99 FT) FROM
 NY0964'THE BASE OF A TV ANTENNA AND 1.5 M (4.9 FT) NE OF A WITNESS POST.
 NY0964'IN THE FALL OF 1988, I HAD SEVERAL TREES FELLED BY USFS CHILIGUN
 NY0964'RANGER STATION.  ORIGINAL AGREEMENT WAS TO DROP MORE TREES THAN
 NY0964'ACTUALL FELLED.  RM 1 WAS IN GOOD SHAPE.  RM 2 WAS NOT RECOVERED.
 NY0964'DESCRIBED BY DAVID K. BATEMAN OF DAVID EVANS AND ASSOCIATES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0747 ***********************************************************************
 PA0747  DESIGNATION -  AGENCY DAM
 PA0747  PID         -  PA0747
 PA0747  STATE/COUNTY-  OR/MALHEUR
 PA0747  USGS QUAD   -  BEULAH (1990)
 PA0747
 PA0747                         *CURRENT SURVEY CONTROL
 PA0747  ___________________________________________________________________
 PA0747* NAD 83(2007)-  43 54 39.48168(N)    118 09 33.15924(W)     NO CHECK  
 PA0747* NAVD 88     -      1042.6    (meters)    3421.     (feet)  VERTCON   
 PA0747  ___________________________________________________________________
 PA0747  EPOCH DATE  -        2007.00
 PA0747  X           -  -2,172,300.832 (meters)                     COMP
 PA0747  Y           -  -4,058,258.533 (meters)                     COMP
 PA0747  Z           -   4,401,680.688 (meters)                     COMP
 PA0747  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 PA0747  ELLIP HEIGHT-        1024.494 (meters)          (02/10/07) NO CHECK
 PA0747  GEOID HEIGHT-         -18.07  (meters)                     GEOID03
 PA0747
 PA0747  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 PA0747  Type    PID    Designation                      North   East  Ellip
 PA0747  -------------------------------------------------------------------
 PA0747  NETWORK PA0747 AGENCY DAM                        1.65   1.67   8.64
 PA0747  -------------------------------------------------------------------
 PA0747
 PA0747.The horizontal coordinates were established by GPS observations
 PA0747.and adjusted by the National Geodetic Survey in February 2007.
 PA0747
 PA0747.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 PA0747.See www.ngs.noaa.gov/NationalReadjustment for more information.
 PA0747.No horizontal observational check was made to the station.
 PA0747.The horizontal coordinates are valid at the epoch date displayed above.
 PA0747.The epoch date for horizontal control is a decimal equivalence
 PA0747.of Year/Month/Day.
 PA0747
 PA0747.The NAVD 88 height was computed by applying the VERTCON shift value to
 PA0747.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PA0747
 PA0747.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PA0747
 PA0747.The Laplace correction was computed from DEFLEC99 derived deflections.
 PA0747
 PA0747.The ellipsoidal height was determined by GPS observations
 PA0747.and is referenced to NAD 83.
 PA0747
 PA0747.The geoid height was determined by GEOID03.
 PA0747
 PA0747;                    North         East     Units Scale Factor Converg.
 PA0747;SPC OR S     -   251,938.713 1,687,997.801   MT  0.99997859   +1 36 05.2
 PA0747;SPC OR S     -   826,570.58  5,538,050.53   iFT  0.99997859   +1 36 05.2
 PA0747;UTM  11      - 4,862,637.301   406,922.178   MT  0.99970655   -0 48 14.5
 PA0747
 PA0747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PA0747!SPC OR S     -   0.99983938  x   0.99997859  =   0.99981797
 PA0747!UTM  11      -   0.99983938  x   0.99970655  =   0.99954598
 PA0747
 PA0747                          SUPERSEDED SURVEY CONTROL
 PA0747
 PA0747  NAD 83(1998)-  43 54 39.48129(N)    118 09 33.15821(W) AD(       ) 1
 PA0747  ELLIP H (07/03/01) 1024.483  (m)                       GP(       ) 5 1
 PA0747  NAD 83(1991)-  43 54 39.47960(N)    118 09 33.15653(W) AD(       ) 1
 PA0747  ELLIP H (02/25/91) 1024.575  (m)                       GP(       ) 4 1
 PA0747  NGVD 29 (02/25/91) 1041.4    (m)         3417.     (f) GPS OBS     3  
 PA0747
 PA0747.Superseded values are not recommended for survey control.
 PA0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0747.See file dsdata.txt to determine how the superseded data were derived.
 PA0747
 PA0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ0692262637(NAD 83)
 PA0747_MARKER: DD = SURVEY DISK
 PA0747_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PA0747_SP_SET: METAL PIPE IN CONCRETE
 PA0747_MARK LOGO: BLM   
 PA0747_PROJECTION: PROJECTING 42 CENTIMETERS
 PA0747_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 PA0747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0747+STABILITY: SURFACE MOTION
 PA0747_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PA0747+SATELLITE: SATELLITE OBSERVATIONS - 1990
 PA0747_ROD/PIPE-DEPTH: 1    meters
 PA0747
 PA0747  HISTORY     - Date     Condition        Report By
 PA0747  HISTORY     - 1990     MONUMENTED       NGS
 PA0747
 PA0747                          STATION DESCRIPTION
 PA0747
 PA0747'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PA0747'THE STATION IS LOCATED ABOUT 14 MILES NORTH OF JUNTURA ON THE WEST
 PA0747'SIDE OF THE AGENCY VALLEY DAM AND ON THE WEST SIDE OF BEULAH
 PA0747'RESERVOIR.
 PA0747'TO REACH FROM JUNTURA GO NORTHWEST ON HIGHWAY 20 FOR 0.48 KM
 PA0747'(0.30 MI) TO A CROSSROADS, TURN RIGHT TOWARD BEULAH RES AND GO 0.32
 PA0747'KM (0.20 MI) TO A ROAD FORK, TAKE LEFT FORK AND GO 23.04 KM
 PA0747'(14.32 MI) TO A CROSSROADS NEAR THE EAST END OF AGENCY VALLEY DAM.
 PA0747'TURN LEFT ONTO DAM AND GO 0.64 KM (0.40 MI) TO THE WEST END OF THE
 PA0747'DAM, CONTINUE ON .08 KM (0.05 MI) TO A WIDE SPOT IN THE ROAD ON THE
 PA0747'LEFT AND THE MARK ABOUT 90 METERS UP THE HILL.  WITH A 4-WHEEL DRIVE
 PA0747'IT CAN BE DRIVEN TO.
 PA0747'THE STATION IS A GLO MARK RIVETED TO AN IRON PIPE THAT IS SET INTO
 PA0747'CONCRETE.  IT IS 19.0 M (62.3 FT) NNW OF A JUNIPER TREE, 1.8 M
 PA0747'(5.9 FT) SOUTH OF THE PROLONGATION OF THE UPSTREAM EDGE OF THE DAM
 PA0747'AND 0.6 M (2.0 FT) WEST OF A WITNESS POST.
 PA0747'DESCRIBED BY L.L. RIGGERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0966 ***********************************************************************
 NY0966  DESIGNATION -  AGENCY HILL LOOKOUT TOWER
 NY0966  PID         -  NY0966
 NY0966  STATE/COUNTY-  OR/KLAMATH
 NY0966  USGS QUAD   -  FORT KLAMATH (1985)
 NY0966
 NY0966                         *CURRENT SURVEY CONTROL
 NY0966  ___________________________________________________________________
 NY0966* NAD 83(1991)-  42 38 20.98786(N)    121 56 08.19258(W)     ADJUSTED  
 NY0966* NAVD 88     -      1535.     (meters)    5036.     (feet)  SCALED    
 NY0966  ___________________________________________________________________
 NY0966  LAPLACE CORR-           4.20  (seconds)                    DEFLEC99
 NY0966  GEOID HEIGHT-         -22.42  (meters)                     GEOID03
 NY0966  HORZ ORDER  -  THIRD
 NY0966
 NY0966.The horizontal coordinates were established by classical geodetic methods
 NY0966.and adjusted by the National Geodetic Survey in October 1991.
 NY0966
 NY0966.The orthometric height was scaled from a topographic map.
 NY0966
 NY0966.The Laplace correction was computed from DEFLEC99 derived deflections.
 NY0966
 NY0966.The geoid height was determined by GEOID03.
 NY0966
 NY0966;                    North         East     Units Scale Factor Converg.
 NY0966;SPC OR S     -   109,037.086 1,382,269.565   MT  0.99993702   -0 58 55.8
 NY0966;SPC OR S     -   357,733.22  4,535,005.13   iFT  0.99993702   -0 58 55.8
 NY0966;UTM  10      - 4,721,294.843   587,263.114   MT  0.99969368   +0 43 15.7
 NY0966
 NY0966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NY0966!SPC OR S     -   0.99976281  x   0.99993702  =   0.99969985
 NY0966!UTM  10      -   0.99976281  x   0.99969368  =   0.99945657
 NY0966
 NY0966:                Primary Azimuth Mark                     Grid Az
 NY0966:SPC OR S     -  PELICAN BUTTE                            231 59 00.3
 NY0966:UTM  10      -  PELICAN BUTTE                            230 16 48.8
 NY0966
 NY0966|---------------------------------------------------------------------|
 NY0966| PID    Reference Object                     Distance      Geod. Az  |
 NY0966|                                                           dddmmss.s |
 NY0966| NZ1043 PELICAN BUTTE                       APPROX.22.2 KM 2310004.5 |
 NY0966| NY0963 FORT KLAMATH CH BELFRY              APPROX. 8.6 KM 3253753.5 |
 NY0966|---------------------------------------------------------------------|
 NY0966
 NY0966                          SUPERSEDED SURVEY CONTROL
 NY0966
 NY0966  NAD 83(1986)-  42 38 20.98856(N)    121 56 08.19946(W) AD(       ) 3
 NY0966  NAD 27      -  42 38 21.50900(N)    121 56 04.14600(W) AD(       ) 3
 NY0966
 NY0966.Superseded values are not recommended for survey control.
 NY0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0966.See file dsdata.txt to determine how the superseded data were derived.
 NY0966
 NY0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN8726321295(NAD 83)
 NY0966
 NY0966  HISTORY     - Date     Condition        Report By
 NY0966  HISTORY     - 1931     MONUMENTED       USGS
 NY0966  HISTORY     - 1940     SEE DESCRIPTION  CGS
 NY0966  HISTORY     - 1967     SEE DESCRIPTION  CGS
 NY0966
 NY0966                          STATION DESCRIPTION
 NY0966
 NY0966'DESCRIBED BY US GEOLOGICAL SURVEY 1931 (BHY)
 NY0966'STEEL LOOKOUT TOWER 105 FEET HIGH, BUILT BY U.S. INDIAN SERVICE
 NY0966'AND OPERATED JOINTLY BY THE INDIAN SERVICE AND FOREST SERVICE, ON
 NY0966'TOP OF AGENCY HILL, 1.5 MILES N OF KLAMATH AGENCY AND 1.5 MILES
 NY0966'S OF STATE FISH HATCHERY.
 NY0966'
 NY0966'A ROAD FROM KLAMATH AGENCY LEADS TO LOOKOUT TOWER.
 NY0966'
 NY0966'STATION MARK AND SIGNAL--CENTER OF LOOKOUT TOWER.
 NY0966'
 NY0966'REFERENCE MARK--U.S.R.S. STATION FORT, 250.2 FEET DISTANT.
 NY0966
 NY0966                          STATION RECOVERY (1940)
 NY0966
 NY0966'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (LAM)
 NY0966'SITUATED ON TOP OF AGENCY HILL, ABOUT 1.5 MILES NORTH OF KLAMATH
 NY0966'AGENCY AND ABOUT SAME DISTANCE SOUTH OF STATE FISH HATCHERY.  ROAD
 NY0966'LEADS FROM KLAMATH AGENCY TO TOWER, WHICH IS ALSO KNOWN AS FORT
 NY0966'LOOKOUT TOWER.  LOOKOUT OPERATED JOINTLY BY U.S. INDIAN SERVICE
 NY0966'AND BY U.S. FOREST SERVICE.  SIGNAL AND STATION MARK IS CENTER OF
 NY0966'STEEL LOOKOUT TOWER 105 FEET HIGH.  REFERENCE MARK IS STATION
 NY0966'FORT (USRS), 250.22 FEET DISTANT TO NORTHWEST IN AZIMUTH 132
 NY0966'DEG 58 MIN 47 SEC.
 NY0966
 NY0966                          STATION RECOVERY (1967)
 NY0966
 NY0966'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CAA)
 NY0966'STATION IS LOCATED ABOUT 5-1/2 MILES NORTHWEST OF CHILOQUIN, 5
 NY0966'MILES SOUTHEAST OF FORT KLAMATH, AND 1-1/2 MILES NORTH OF THE
 NY0966'KLAMATH INTERNATIONAL RESORT.
 NY0966'
 NY0966'IT IS A FOUR-LEGGED STEEL STRUCTURE WITH AN OBSERVATION CABIN
 NY0966'ON THE TOP AND ABOUT 105 FEET HIGH.  THE APEX OF THE OBSERVATION
 NY0966'CABIN WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0851 ***********************************************************************
 RD0851  DESIGNATION -  AGO
 RD0851  PID         -  RD0851
 RD0851  STATE/COUNTY-  OR/YAMHILL
 RD0851  USGS QUAD   -  MC MINNVILLE (1992)
 RD0851
 RD0851                         *CURRENT SURVEY CONTROL
 RD0851  ___________________________________________________________________
 RD0851* NAD 83(1986)-  45 13 23.     (N)    123 10 33.     (W)     SCALED    
 RD0851* NAVD 88     -        48.15   (+/-2cm)     158.0    (feet)  VERTCON   
 RD0851  ___________________________________________________________________
 RD0851  GEOID HEIGHT-         -22.05  (meters)                     GEOID03
 RD0851  VERT ORDER  -  ? (See Below)
 RD0851
 RD0851.The horizontal coordinates were scaled from a topographic map and have
 RD0851.an estimated accuracy of +/- 6 seconds.
 RD0851
 RD0851.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD0851.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD0851.The vertical order pertains to the NGVD 29 superseded value.
 RD0851
 RD0851.The geoid height was determined by GEOID03.
 RD0851
 RD0851;                    North         East    Units  Estimated Accuracy
 RD0851;SPC OR N     -   176,430.    2,289,900.      MT  (+/- 180 meters Scaled)
 RD0851
 RD0851                          SUPERSEDED SURVEY CONTROL
 RD0851
 RD0851  NGVD 29 (??/??/92)   47.116  (m)          154.58   (f) ADJ UNCH    ?  
 RD0851
 RD0851.Superseded values are not recommended for survey control.
 RD0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0851.See file dsdata.txt to determine how the superseded data were derived.
 RD0851
 RD0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR861077(NAD 83)
 RD0851_MARKER: DD = SURVEY DISK
 RD0851_SETTING: 0 = UNSPECIFIED SETTING
 RD0851_STAMPING: AGO SOT 1935
 RD0851_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0851_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD0851+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2004
 RD0851
 RD0851  HISTORY     - Date     Condition        Report By
 RD0851  HISTORY     - 1935     MONUMENTED       DOD
 RD0851  HISTORY     - 1972     GOOD             NGS
 RD0851  HISTORY     - 1990     GOOD             USPSQD
 RD0851  HISTORY     - 20041030 GOOD             USPSQD
 RD0851
 RD0851                          STATION DESCRIPTION
 RD0851
 RD0851'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 RD0851'IN MCMINNVILLE.
 RD0851'FROM THE INTERSECTION OF U.S. HIGHWAY 99W AND LAFAYETTE AVENUE IN
 RD0851'MCMINNVILLE, GO SOUTHWEST ON LAFAYETTE AVENUE FOR 0.55 MILE TO THE
 RD0851'MARK ON THE RIGHT, NORTHWEST SIDE OF THE ROAD.  IT IS 27 FEET
 RD0851'NORTHWEST OF THE APPROXIMATE CENTER OF THE ROAD, 17 FEET NORTHEAST OF
 RD0851'THE APPROXIMATE CENTER OF A DRIVEWAY AND 0.5 FOOT SOUTHWEST OF A METAL
 RD0851'WITNESS POST.  SEC 15, T-4-W, R4-S.
 RD0851
 RD0851                          STATION RECOVERY (1990)
 RD0851
 RD0851'RECOVERY NOTE BY US POWER SQUADRON 1990 (KRN)
 RD0851'RECOVERED IN GOOD CONDITION.
 RD0851
 RD0851                          STATION RECOVERY (2004)
 RD0851
 RD0851'RECOVERY NOTE BY US POWER SQUADRON 2004 (DAF)
 RD0851'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3645 ***********************************************************************
 RD3645  DESIGNATION -  AGUA
 RD3645  PID         -  RD3645
 RD3645  STATE/COUNTY-  OR/MULTNOMAH
 RD3645  USGS QUAD   -  LINNTON (1990)
 RD3645
 RD3645                         *CURRENT SURVEY CONTROL
 RD3645  ___________________________________________________________________
 RD3645* NAD 83(1991)-  45 35 56.59011(N)    122 47 28.59246(W)     ADJUSTED  
 RD3645* NAVD 88     -       167.     (meters)     548.     (feet)  SCALED    
 RD3645  ___________________________________________________________________
 RD3645  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 RD3645  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 RD3645  HORZ ORDER  -  THIRD
 RD3645
 RD3645.The horizontal coordinates were established by classical geodetic methods
 RD3645.and adjusted by the National Geodetic Survey in October 1991.
 RD3645
 RD3645.The orthometric height was scaled from a topographic map.
 RD3645
 RD3645.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3645
 RD3645.The geoid height was determined by GEOID03.
 RD3645
 RD3645;                    North         East     Units Scale Factor Converg.
 RD3645;SPC OR N     -   217,266.996 2,321,270.375   MT  0.99992276   -1 37 29.8
 RD3645;SPC OR N     -   712,818.23  7,615,716.45   iFT  0.99992276   -1 37 29.8
 RD3645;SPC WA S     -    32,131.842   321,246.786   MT  1.00006132   -1 39 51.7
 RD3645;SPC WA S     -   105,419.22  1,053,957.16   sFT  1.00006132   -1 39 51.7
 RD3645;UTM  10      - 5,049,522.263   516,278.345   MT  0.99960326   +0 08 56.9
 RD3645
 RD3645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3645!SPC OR N     -   0.99997739  x   0.99992276  =   0.99990015
 RD3645!SPC WA S     -   0.99997739  x   1.00006132  =   1.00003871
 RD3645!UTM  10      -   0.99997739  x   0.99960326  =   0.99958066
 RD3645
 RD3645:                Primary Azimuth Mark                     Grid Az
 RD3645:SPC OR N     -  VANCOUVER ALCOA NEW STACK                041 40 55.5
 RD3645:SPC WA S     -  VANCOUVER ALCOA NEW STACK                041 43 17.4
 RD3645:UTM  10      -  VANCOUVER ALCOA NEW STACK                039 54 28.8
 RD3645
 RD3645|---------------------------------------------------------------------|
 RD3645| PID    Reference Object                     Distance      Geod. Az  |
 RD3645|                                                           dddmmss.s |
 RD3645| RD3354 VANCOUVER ALCOA NEW STACK           APPROX. 7.1 KM 0400325.7 |
 RD3645| RD3721 ST JOHNS CONT CORP TANK             APPROX. 1.9 KM 0400839.1 |
 RD3645| RD3655 PORTLAND ST J TERM 4 PIER 1 FS      APPROX. 1.1 KM 0551847.0 |
 RD3645| RD3657 PORTLAND ST J TERM 4 PIER 2 FS      APPROX. 1.1 KM 0641739.4 |
 RD3645| RD3685 PORTLAND ST J TERM 4 ELEV TANK      APPROX. 1.6 KM 0691818.0 |
 RD3645| RD3299 N PORTLAND CROWN ZELLERBACH TK      APPROX. 7.1 KM 0772212.6 |
 RD3645| RD3300 N PORTLAND MOORE KILN CO TK         APPROX. 6.7 KM 0775657.4 |
 RD3645| RD3652 ST JOHNS SITTON SCHOOL CUP FS       APPROX. 2.6 KM 0900516.2 |
 RD3645| RD3145 PORTLAND CH ASSUMPTION CROSS        APPROX. 4.0 KM 1014855.7 |
 RD3645| RD3642 PORTLAND LINNTON C AND W STACK      APPROX. 0.7 KM 1023840.8 |
 RD3645| RD3644 PORTLAND LINNTON C AND W BURNR      APPROX. 0.8 KM 1030106.1 |
 RD3645| RD3139 PORTLAND ROOSEVELT HS CUP           APPROX. 4.3 KM 1050629.0 |
 RD3645| RD3660 PORTLAND JAMES JOHN SCH CHIM        APPROX. 3.2 KM 1072509.8 |
 RD3645| RD3616 ST JOHNS FIRE POL STA CUP FS        APPROX. 3.0 KM 1115029.5 |
 RD3645| RD3665 ST JOHNS WATER TANK                 APPROX. 3.4 KM 1140523.1 |
 RD3645| RD3630 PORTLAND WOOLEN MILLS STACK         APPROX. 2.6 KM 1160907.9 |
 RD3645| RD3653 PORTLAND ELEV BROWN WOODEN TK       APPROX. 3.0 KM 1211701.8 |
 RD3645| RD3623 PORTLAND WOOLEN MILLS PWR APEX      APPROX. 2.4 KM 1214749.7 |
 RD3645| RD3632 ST JOHNS BRIDGE NE SPIRE            APPROX. 2.7 KM 1223820.5 |
 RD3645| RD3634 ST JOHNS BRIDGE SE SPIRE            APPROX. 2.7 KM 1224619.0 |
 RD3645| RD3629 PORTLAND USE MOORING DERRICK        APPROX. 3.0 KM 1301402.9 |
 RD3645| RD3654 ST JOHNS BRIDGE NW SPIRE            APPROX. 2.5 KM 1301921.0 |
 RD3645| RD3627 ST JOHNS BRIDGE SW SPIRE            APPROX. 2.5 KM 1302511.1 |
 RD3645| RD3689 PORTLAND GAS COKE PLANT STACK       APPROX. 3.2 KM 1342227.5 |
 RD3645| CE2246 AGUA RM 1                             3.582 METERS 15927     |
 RD3645| CE2247 AGUA RM 2                             3.612 METERS 24048     |
 RD3645|---------------------------------------------------------------------|
 RD3645
 RD3645                          SUPERSEDED SURVEY CONTROL
 RD3645
 RD3645  NAD 83(1986)-  45 35 56.60968(N)    122 47 28.59471(W) AD(       ) 3
 RD3645  NAD 27      -  45 35 57.18700(N)    122 47 24.23200(W) AD(       ) 3
 RD3645
 RD3645.Superseded values are not recommended for survey control.
 RD3645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3645.See file dsdata.txt to determine how the superseded data were derived.
 RD3645
 RD3645_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1627849522(NAD 83)
 RD3645_MARKER: Z = SEE DESCRIPTION
 RD3645_SETTING: 0 = UNSPECIFIED SETTING
 RD3645_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RD3645+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2005
 RD3645
 RD3645  HISTORY     - Date     Condition        Report By
 RD3645  HISTORY     - 1938     MONUMENTED       CGS
 RD3645  HISTORY     - 1962     SEE DESCRIPTION  CGS
 RD3645  HISTORY     - 1967     SEE DESCRIPTION  CGS
 RD3645  HISTORY     - 20040426 MARK NOT FOUND   USPSQD
 RD3645  HISTORY     - 20050831 GOOD             OR1650
 RD3645
 RD3645                          STATION DESCRIPTION
 RD3645
 RD3645'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (WMS)
 RD3645'STATION IS ON THE W SIDE OF THE WILLAMETTE RIVER, 3/8 MILE W OF THE
 RD3645'RIVER, AND DIRECTLY W OF THE TOWN OF LINNTON (SUBDIVISION OF
 RD3645'PORTLAND, OREGON), AND ON THE E BROW OF A BRUSH-COVERED HILL.  A
 RD3645'CONCRETE RESERVOIR IS SITUATED ON THE HILL AND THE STATION IS 60
 RD3645'METERS E OF THE RESERVOIR.  STATION IS ABOUT 550 FEET IN ELEVATION.
 RD3645'
 RD3645'FROM THE STATION, A WHITE CONCRETE STACK IS ALMOST DIRECTLY BETWEEN
 RD3645'THE SPIRES ON THE W PIER OF THE ST. JOHNS BRIDGE, THE BOTTOM OF
 RD3645'THE STACK APPEARS JUST ABOVE THE TOP OF THE SPIRES.
 RD3645'
 RD3645'STATION MARK IS A STANDARD DISK SET IN CONCRETE IN A 4-FOOT LENGTH
 RD3645'OF 4-INCH CAST-IRON SOIL PIPE EXTENDING 6 INCHES ABOVE THE SURFACE
 RD3645'OF THE GROUND, ALL MARKS ARE STAMPED AGUA 1938.
 RD3645'
 RD3645'UNDERGROUND MARK IS A STANDARD DISK SET IN CONCRETE IN A 1-FOOT
 RD3645'LENGTH OF 4-INCH CAST-IRON SOIL PIPE, 4 FEET BELOW THE SURFACE.
 RD3645'
 RD3645'REFERENCE MARKS NO.1 AND NO.2 ARE STANDARD DISKS SET IN CONCRETE IN
 RD3645'2 1/2-FOOT SECTIONS OF 4-INCH CAST-IRON SOIL PIPE.
 RD3645'
 RD3645'REACHED FROM LINTON AS FOLLOWS--GO W UP THE RIDGE DIRECTLY BACK OF
 RD3645'THE BUSINESS DISTRICT, TO THE FIRST PROMINENT POINT AND THE STATION.
 RD3645
 RD3645                          STATION RECOVERY (1962)
 RD3645
 RD3645'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (NES)
 RD3645'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND TO
 RD3645'BE IN GOOD CONDITION.  A DIFFERENCE OF 3 MINUTES WAS FOUND IN THE
 RD3645'DIRECTION TO RM 1.
 RD3645'
 RD3645'THE PREVIOUS DESCRIPTION IS ADEQUATE.
 RD3645
 RD3645                          STATION RECOVERY (1967)
 RD3645
 RD3645'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JCL)
 RD3645'THE STATION MARK, STAMPED AGUA 1938, REFERENCE MARK NO. 1, STAMPED
 RD3645'AGUA NO 1 1938 AND REFERENCE MARK NO. 2, STAMPED AGUA NO 2 1938
 RD3645'WERE RECOVERED IN GOOD CONDITION.  A METAL WITNESS POST WAS PLACED 4
 RD3645'FEET NORTHWEST OF THE STATION MARK.  THE STATION IS IN A BRUSHY AREA
 RD3645'AND GENEROUS AMOUNTS OF SIGNAL CLOTH WAS USED TO MARK EACH
 RD3645'MONUMENT.  A NEW TO REACH FOLLOWS.
 RD3645'
 RD3645'TO REACH THE STATION FROM THE LINNTON POST OFFICE GO SOUTH ON U.S.
 RD3645'HIGHWAY 30 FOR 0.05 MILE TO NW FIRST STREET, TURN SHARP RIGHT AND GO
 RD3645'NORTHWEST ON NW FIRST STREET FOR 0.05 MILE TO NW SECOND STREET,
 RD3645'CONTINUE NW ON NW SECOND STREET FOR 0.15 MILE TO NW THIRD STREET,
 RD3645'TURN SHARP LEFT AND GO SOUTH ON NW THIRD STREET FOR 0.05 MILE TO
 RD3645'THE END OF TRUCK TRAVEL, JUST BELOW A RED BRICK
 RD3645'WATER-VALVE-CONTROL HOUSE THAT IS 15 BY 15 BY 15 FEET AND JUST ABOVE
 RD3645'RESIDENCE NO. 10250 NW SECOND STREET.  PACK UP THE WOOD STEPS, THEN
 RD3645'UP THE METAL STEPS, PASS TO THE LEFT OF THE CONTROL HOUSE THEN
 RD3645'PACK SOUTHWEST UP THE STEEP-WELL KEPT TRAIL FOR ABOUT 10 MINUTES TO
 RD3645'THE FIRST LEVEL PLACE ALONG THE TRAIL AND THE STATION IS 30 FEET
 RD3645'WEST OF THE TRAIL IN THE BRUSH.  A PIPE THAT IS EXPOSED IN MANY
 RD3645'PLACES FOLLOWS THE TRAIL TO THE STATION.
 RD3645
 RD3645                          STATION RECOVERY (2004)
 RD3645
 RD3645'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 RD3645'WATER VALVE CONTROL HOUSE CHANGED TO 25 BY 25 FT HOUSE. ALL OTHER
 RD3645'POINTS MISSING AS WELL AS SIGNAL CLOTH. 45 MINUTES SPENT LOOKING.
 RD3645'SHOULD BE LISTED AS LOST.
 RD3645
 RD3645                          STATION RECOVERY (2005)
 RD3645
 RD3645'RECOVERY NOTE BY CITY OF PORTLAND OREGON 2005 (DRK)
 RD3645'RECOVERED IN GOOD CONDITION, HOWEVER THE BRUSH AND TREES NOW OBSCURE
 RD3645'THE VIEW TO ALL ORIGINAL AZIMUTH MARKS. NO SATELLITE OBSERVATIONS ARE
 RD3645'POSSIBLE. METAL WITNESS POST IS STILL STANDING. REFERENCE MARKS WERE
 RD3645'NOT SEARCHED FOR. A NEW TO REACH DESCRIPTION FOLLOWS.
 RD3645' 
 RD3645'TO REACH, BEGIN AT THE INTERSECTION OF HWY 30 AND NW 112TH AVE IN THE
 RD3645'TOWN OF LINNTON.  HEAD WEST ON NW 112TH FOR 50 FT, AT WHICH POINT THE
 RD3645'ROAD CURVES SOUTH AND BECOMES 1ST STREET. CONTINUE SOUTH FOR 1000 FT
 RD3645'TO A FORK IN THE ROAD. VEER RIGHT, CONTINUE ON 2ND STREET FOR 400 FT,
 RD3645'TURN RIGHT ON NW 3RD COURT.
 RD3645'CONTINUE FOR 150 FT, TURN RIGHT ON NW 3RD AVE. CONTINUE FOR 150 FT,
 RD3645'TURN LEFT ON NW 107TH AVE. CONTINUE 150 FT TO A SHARP BEND IN THE
 RD3645'ROAD. A RUGGED TRAIL LEADS OFF FROM HERE IN A NW DIRECTION.
 RD3645'HIKE UP THE WELL DEFINED TRAIL FOR APPROX 1500 FT TO A CONCRETE WATER
 RD3645'TANK SITUATED AT THE CREST OF A RIDGELINE. THE MARK BEARS N63E AND 152
 RD3645'FT FROM THE CENTER OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0045 ***********************************************************************
 PA0045  DESIGNATION -  AH 326
 PA0045  PID         -  PA0045
 PA0045  STATE/COUNTY-  OR/HARNEY
 PA0045  USGS QUAD   -  DRINKWATER PASS (1990)
 PA0045
 PA0045                         *CURRENT SURVEY CONTROL
 PA0045  ___________________________________________________________________
 PA0045* NAD 83(1986)-  43 47 04.     (N)    118 17 09.     (W)     SCALED    
 PA0045* NAVD 88     -      1247.456  (meters)    4092.70   (feet)  ADJUSTED  
 PA0045  ___________________________________________________________________
 PA0045  GEOID HEIGHT-         -18.32  (meters)                     GEOID03
 PA0045  DYNAMIC HT  -        1246.892 (meters)    4090.84  (feet)  COMP
 PA0045  MODELED GRAV-     980,124.4   (mgal)                       NAVD 88
 PA0045
 PA0045  VERT ORDER  -  FIRST     CLASS II
 PA0045
 PA0045.The horizontal coordinates were scaled from a topographic map and have
 PA0045.an estimated accuracy of +/- 6 seconds.
 PA0045
 PA0045.The orthometric height was determined by differential leveling
 PA0045.and adjusted in June 1991.
 PA0045
 PA0045.The geoid height was determined by GEOID03.
 PA0045
 PA0045.The dynamic height is computed by dividing the NAVD 88
 PA0045.geopotential number by the normal gravity value computed on the
 PA0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0045.degrees latitude (g = 980.6199 gals.).
 PA0045
 PA0045.The modeled gravity was interpolated from observed gravity values.
 PA0045
 PA0045;                    North         East    Units  Estimated Accuracy
 PA0045;SPC OR S     -   237,610.    1,678,200.      MT  (+/- 180 meters Scaled)
 PA0045
 PA0045                          SUPERSEDED SURVEY CONTROL
 PA0045
 PA0045  NGVD 29 (??/??/92) 1246.318  (m)         4088.96   (f) ADJ UNCH    1 2
 PA0045
 PA0045.Superseded values are not recommended for survey control.
 PA0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0045.See file dsdata.txt to determine how the superseded data were derived.
 PA0045
 PA0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ965487(NAD 83)
 PA0045_MARKER: DD = SURVEY DISK
 PA0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PA0045_STAMPING: AH 326 PC
 PA0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0045+STABILITY: SURFACE MOTION
 PA0045
 PA0045  HISTORY     - Date     Condition        Report By
 PA0045  HISTORY     - UNK      MONUMENTED       ORDT
 PA0045  HISTORY     - 1943     GOOD             NGS
 PA0045  HISTORY     - 1968     MARK NOT FOUND   NGS
 PA0045
 PA0045                          STATION DESCRIPTION
 PA0045
 PA0045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PA0045'12.6 MI W FROM JUNTURA.
 PA0045'ABOUT 12.6 MILES WEST ALONG U.S. HIGHWAY 20 FROM THE STATION AT
 PA0045'JUNTURA, MALHEUR COUNTY, AT HIGHWAY MILAGE 177.3, AT THE WEST END OF A
 PA0045'CURVE, 66 FEET SOUTHWEST OF THE CENTER OF THE HIGHWAY, 46 FEET EAST OF
 PA0045'A 6-INCH JUNIPER TREE, 10 FEET BELOW THE HIGHWAY AND 1.6 FEET
 PA0045'NORTHEAST OF A REFERENCE POST.
 PA0045
 PA0045                          STATION RECOVERY (1968)
 PA0045
 PA0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 PA0045'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1707 ***********************************************************************
 RD1707  DESIGNATION -  AHA
 RD1707  PID         -  RD1707
 RD1707  STATE/COUNTY-  OR/POLK
 RD1707  USGS QUAD   -  AMITY (1993)
 RD1707
 RD1707                         *CURRENT SURVEY CONTROL
 RD1707  ___________________________________________________________________
 RD1707* NAD 83(1991)-  45 02 34.21476(N)    123 13 48.23126(W)     ADJUSTED  
 RD1707* NAVD 88     -        59.28   (+/-2cm)     194.5    (feet)  VERTCON   
 RD1707  ___________________________________________________________________
 RD1707  LAPLACE CORR-          -8.53  (seconds)                    DEFLEC99
 RD1707  GEOID HEIGHT-         -22.16  (meters)                     GEOID03
 RD1707  HORZ ORDER  -  SECOND
 RD1707  VERT ORDER  -  THIRD ? (See Below)
 RD1707
 RD1707.The horizontal coordinates were established by classical geodetic methods
 RD1707.and adjusted by the National Geodetic Survey in October 1991.
 RD1707
 RD1707.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD1707.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD1707.The vertical order pertains to the NGVD 29 superseded value.
 RD1707
 RD1707.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1707
 RD1707.The geoid height was determined by GEOID03.
 RD1707
 RD1707;                    North         East     Units Scale Factor Converg.
 RD1707;SPC OR N     -   156,555.274 2,284,966.620   MT  0.99989699   -1 56 10.0
 RD1707;SPC OR N     -   513,632.79  7,496,609.65   iFT  0.99989699   -1 56 10.0
 RD1707;UTM  10      - 4,987,734.856   481,880.935   MT  0.99960404   -0 09 46.1
 RD1707
 RD1707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1707!SPC OR N     -   0.99999418  x   0.99989699  =   0.99989117
 RD1707!UTM  10      -   0.99999418  x   0.99960404  =   0.99959822
 RD1707
 RD1707                          SUPERSEDED SURVEY CONTROL
 RD1707
 RD1707  NAD 83(1986)-  45 02 34.24025(N)    123 13 48.24496(W) AD(       ) 2
 RD1707  NAD 27      -  45 02 34.81731(N)    123 13 43.87478(W) AD(       ) 2
 RD1707  NGVD 29 (07/19/86)   58.26   (m)          191.1    (f) LEVELING    3  
 RD1707
 RD1707.Superseded values are not recommended for survey control.
 RD1707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1707.See file dsdata.txt to determine how the superseded data were derived.
 RD1707
 RD1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ8188187735(NAD 83)
 RD1707
 RD1707  HISTORY     - Date     Condition        Report By
 RD1707  HISTORY     - 1972     MONUMENTED       USE
 RD1707  HISTORY     - 1989     GOOD             USE
 RD1707  HISTORY     - 19961005 GOOD             USPSQD
 RD1707
 RD1707                          STATION DESCRIPTION
 RD1707
 RD1707'DESCRIBED BY US ENGINEERS 1972 (RB)
 RD1707'THE STATION IS LOCATED IN POLK COUNTY, OREGON, IN THE SOUTHWEST
 RD1707'QUARTER OF THE SOUTHWEST QUARTER OF SECTION 13, TOWNSHIP 6 SOUTH,
 RD1707'RANGE 5 WEST OF THE WILLAMETTE MERIDIAN.
 RD1707'
 RD1707'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 22
 RD1707'AND 99W IN RICKREALL.  TRAVEL NORTH ON 99W 7.55 MILES TO THE
 RD1707'INTERSECTION OF C.R. M-1.  TURN LEFT AND PROCEED WEST ON C.R. M-1
 RD1707'1.05 MILES TO THE STATION ON THE RIGHT (NORTH) SIDE OF THE ROAD.
 RD1707'
 RD1707'THE STATION IS A 12 IN CONCRETE MONUMENT WITH A POLK COUNTY BRASS
 RD1707'CAP STAMPED AHA 13CC 6 5 1972.  IT IS LOCATED 3.5 FEET SOUTHWEST
 RD1707'OF A MAILBOX.
 RD1707'
 RD1707'R.M. 1 IS A 5/8 IN X 30 IN IRON ROD WITH POLK COUNTY ALUMINUM
 RD1707'CAP SET FLUSH WITH THE GROUND, 17 FEET SOUTH OF THE SOUTH EDGE
 RD1707'OF THE PAVEMENT ON M-2 AND 1.5 FEET NORTH OF AN EAST-WEST FENCE.
 RD1707'
 RD1707'R.M. 2 IS A 5/8 IN X 30 IN IRON ROD WITH POLK COUNTY ALUMINUM
 RD1707'CAP SET FLUSH WITH THE GROUND, 17 FEET NORTH OF THE NORTH EDGE
 RD1707'OF THE PAVEMENT OF M-2, 21 FEET EAST OF THE CENTERLINE OF A PRIVATE
 RD1707'DRIVEWAY AND 3 FEET SOUTHWEST OF A POWER POLE.
 RD1707'
 RD1707'HEIGHT OF LIGHT ABOVE STATION MARK 2.91 METERS.
 RD1707
 RD1707                          STATION RECOVERY (1989)
 RD1707
 RD1707'RECOVERY NOTE BY US ENGINEERS 1989 (KP)
 RD1707'RECOVERED IN GOOD CONDITION.
 RD1707
 RD1707                          STATION RECOVERY (1996)
 RD1707
 RD1707'RECOVERY NOTE BY US POWER SQUADRON 1996
 RD1707'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2272 ***********************************************************************
 QE2272  DESIGNATION -  AIR
 QE2272  PID         -  QE2272
 QE2272  STATE/COUNTY-  OR/BENTON
 QE2272  USGS QUAD   -  GREENBERRY (1975)
 QE2272
 QE2272                         *CURRENT SURVEY CONTROL
 QE2272  ___________________________________________________________________
 QE2272* NAD 83(2007)-  44 29 58.67389(N)    123 17 37.61668(W)     ADJUSTED  
 QE2272* NAVD 88     -        73.8    (meters)     242.     (feet)  GPS OBS   
 QE2272  ___________________________________________________________________
 QE2272  EPOCH DATE  -        2007.00
 QE2272  X           -  -2,501,359.239 (meters)                     COMP
 QE2272  Y           -  -3,808,856.183 (meters)                     COMP
 QE2272  Z           -   4,447,894.793 (meters)                     COMP
 QE2272  LAPLACE CORR-          -5.24  (seconds)                    DEFLEC99
 QE2272  ELLIP HEIGHT-          51.075 (meters)          (02/10/07) ADJUSTED
 QE2272  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 QE2272
 QE2272  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 QE2272  Type    PID    Designation                      North   East  Ellip
 QE2272  -------------------------------------------------------------------
 QE2272  NETWORK QE2272 AIR                               0.57   0.41   1.39
 QE2272  -------------------------------------------------------------------
 QE2272
 QE2272.This mark is at Corvallis Municipal Airport (CVO)
 QE2272
 QE2272.The horizontal coordinates were established by GPS observations
 QE2272.and adjusted by the National Geodetic Survey in February 2007.
 QE2272
 QE2272.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 QE2272.See www.ngs.noaa.gov/NationalReadjustment for more information.
 QE2272.The horizontal coordinates are valid at the epoch date displayed above.
 QE2272.The epoch date for horizontal control is a decimal equivalence
 QE2272.of Year/Month/Day.
 QE2272
 QE2272.The orthometric height was determined by GPS observations and a
 QE2272.high-resolution geoid model.
 QE2272
 QE2272.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QE2272
 QE2272.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2272
 QE2272.The ellipsoidal height was determined by GPS observations
 QE2272.and is referenced to NAD 83.
 QE2272
 QE2272.The geoid height was determined by GEOID03.
 QE2272
 QE2272;                    North         East     Units Scale Factor Converg.
 QE2272;SPC OR N     -    96,402.629 2,277,862.971   MT  0.99996227   -1 58 52.7
 QE2272;SPC OR N     -   316,281.59  7,473,303.71   iFT  0.99996227   -1 58 52.7
 QE2272;UTM  10      - 4,927,410.230   476,644.810   MT  0.99960671   -0 12 21.3
 QE2272
 QE2272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2272!SPC OR N     -   0.99999199  x   0.99996227  =   0.99995426
 QE2272!UTM  10      -   0.99999199  x   0.99960671  =   0.99959870
 QE2272
 QE2272:                Primary Azimuth Mark                     Grid Az
 QE2272:SPC OR N     -  CORVALLIS MUN APT TANK                   048 54 37.5
 QE2272:UTM  10      -  CORVALLIS MUN APT TANK                   047 08 06.1
 QE2272
 QE2272|---------------------------------------------------------------------|
 QE2272| PID    Reference Object                     Distance      Geod. Az  |
 QE2272|                                                           dddmmss.s |
 QE2272| QE2063 CORVALLIS MUN APT TANK              APPROX. 1.0 KM 0465544.8 |
 QE2272| CD9505 AIR RM 3 AZIMUTH                                   0535903.3 |
 QE2272| QE2271 VORTAC CORVALLIS CVO                 12.081 METERS 12726     |
 QE2272| CD9504 AIR RM 1                              8.570 METERS 13657     |
 QE2272| QE2270 AIR RM 2                             25.725 METERS 14825     |
 QE2272|---------------------------------------------------------------------|
 QE2272
 QE2272                          SUPERSEDED SURVEY CONTROL
 QE2272
 QE2272  NAD 83(1991)-  44 29 58.67031(N)    123 17 37.61841(W) AD(       ) 3
 QE2272  ELLIP H (06/09/98)   51.115  (m)                       GP(       ) 3 2
 QE2272  NAD 83(1991)-  44 29 58.66695(N)    123 17 37.62157(W) AD(       ) 2
 QE2272  NAD 83(1986)-  44 29 58.69156(N)    123 17 37.65060(W) AD(       ) 2
 QE2272  NAD 27      -  44 29 59.25384(N)    123 17 33.29742(W) AD(       ) 2
 QE2272  NGVD 29 (07/19/86)   72.8    (m)          239.     (f) VERT ANG    3  
 QE2272
 QE2272.Superseded values are not recommended for survey control.
 QE2272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2272.See file dsdata.txt to determine how the superseded data were derived.
 QE2272
 QE2272_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ7664527410(NAD 83)
 QE2272_MARKER: DH = HORIZONTAL CONTROL DISK
 QE2272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE2272_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QE2272_STAMPING: AIR 1972
 QE2272_MARK LOGO: NGS   
 QE2272_MAGNETIC: N = NO MAGNETIC MATERIAL
 QE2272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE2272+STABILITY: SURFACE MOTION
 QE2272_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QE2272+SATELLITE: SATELLITE OBSERVATIONS - October 30, 1997
 QE2272
 QE2272  HISTORY     - Date     Condition        Report By
 QE2272  HISTORY     - 1972     MONUMENTED       NGS
 QE2272  HISTORY     - 1977     SEE DESCRIPTION  NGS
 QE2272  HISTORY     - 1981     GOOD             NGS
 QE2272  HISTORY     - 19890615 GOOD             NGS
 QE2272  HISTORY     - 19960828 GOOD             CHANCE
 QE2272  HISTORY     - 19971030 GOOD             NGS
 QE2272
 QE2272                          STATION DESCRIPTION
 QE2272
 QE2272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LDF)
 QE2272'THE STATION IS ABOUT 5 MILES WEST OF OAKVILLE, 4-1/2 MILES SOUTH
 QE2272'OF CORVALLIS AND EAST OF THE NORTH-SOUTH TAXI STRIP AT THE
 QE2272'CORVALLIS MUNICIPAL AIRPORT.
 QE2272'
 QE2272'TO REACH THE STATION FROM THE JUNCTIONS OF U.S. HIGHWAYS 99W, 20
 QE2272'AND STATE HIGHWAY 34 AT THE SOUTH EDGE OF CORVALLIS, GO SOUTH ON
 QE2272'U.S. HIGHWAY 99W FOR 3.5 MILES TO A SIDE ROAD ON THE RIGHT AT
 QE2272'SIGN AIRPORT.  TURN RIGHT AND GO WEST ON A PAVED ROAD FOR 0.9
 QE2272'MILE TO A FORK.  BEAR RIGHT AND CONTINUE WEST FOR 0.5 MILE TO A
 QE2272'SIDE ROAD LEFT, TURN LEFT AND GO SOUTH FOR 0.1 MILE TO THE END
 QE2272'OF RUNWAY.  CONTINUE SOUTH ACROSS RUNWAY AND TAKE TAXI STRIP
 QE2272'FOR 0.35 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO EAST FOR
 QE2272'0.05 MILE TO THE STATION.
 QE2272'
 QE2272'STATION MARK IS A STANDARD DISK, STAMPED AIR 1972, SET IN THE TOP
 QE2272'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 QE2272'THE SURFACE OF THE GROUND.  IT IS 54 FEET NORTHWEST OF THE END OF A
 QE2272'ROAD, 38.6 FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE VOR
 QE2272'BUILDING AND 27.6 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 QE2272'BUILDING.
 QE2272'
 QE2272'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED AIR NO 1 1972,
 QE2272'CEMENTED IN A DRILL HOLE IN THE LOWER NORTHWEST STEP OF THE WEST
 QE2272'ENTRANCE TO THE BUILDING.  IT IS 42.5 FEET NORTH-NORTHWEST OF THE
 QE2272'END OF THE ROAD, 11.7 FEET NORTHWEST OF THE SOUTHWEST CORNER OF
 QE2272'THE VOR BUILDING AND 8 FEET SOUTH OF THE NORTHWEST CORNER OF THE
 QE2272'BUILDING.
 QE2272'
 QE2272'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED AIR NO 2 1972, SET
 QE2272'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 QE2272'WITH THE SURFACE OF THE GROUND.  IT IS 52 FEET EAST OF THE END
 QE2272'OF THE ROAD AND 38 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE
 QE2272'VOR BUILDING.
 QE2272'
 QE2272'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED AIR NO 3 1972,
 QE2272'CEMENTED IN A DRILL HOLE IN THE SOUTHEAST CORNER OF A 3-FOOT SQUARE
 QE2272'ANCHOR PAD FOR AN IRON GATE POST.  IT IS 30 FEET EAST OF A
 QE2272'GRAVELED DRIVEWAY.  TO REACH THE MARK FROM THE FORK MENTIONED IN
 QE2272'THE ABOVE DESCRIPTION, GO WEST FOR 0.15 MILE TO A SIDE ROAD
 QE2272'LEFT.  TURN LEFT AND GO SOUTH ALONG EAST SIDE OF A BUILDING FOR
 QE2272'0.1 MILE TO AN IRON GATE ON THE LEFT AND THE MARK.
 QE2272'
 QE2272'THE ABOVE TRAVERSE IS REDUCED TO SEA LEVEL.
 QE2272'
 QE2272'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 QE2272
 QE2272                          STATION RECOVERY (1977)
 QE2272
 QE2272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JVD)
 QE2272'THE STATION, RM 1, AIR RM 2 1972 (A TRAVERSE STATION), AND RM 3
 QE2272'(THE AZIMUTH MARK) WERE RECOVERED IN GOOD CONDITION AS ORIGINALLY
 QE2272'DESCRIBED.  THE STATION IS 31.3 FEET SOUTH-SOUTHWEST OF A MONITOR
 QE2272'POLE.
 QE2272'
 QE2272'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QE2272'AT CORVALLIS MUNICIPAL AIRPORT.
 QE2272
 QE2272                          STATION RECOVERY (1981)
 QE2272
 QE2272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (MWJ)
 QE2272'THE STATION AND AIR RM 2 WERE RECOVERED AS DESCRIBED IN QUAD 441232
 QE2272'STA 1001.
 QE2272'
 QE2272'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT CORVALLIS
 QE2272'MUNICIPAL AIRPORT.
 QE2272
 QE2272                          STATION RECOVERY (1989)
 QE2272
 QE2272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 QE2272'THE STATION IS LOCATED SOUTH OF RUNWAY END 9 AT THE VOR SITE, 44.7 FT
 QE2272'(13.6 M) NORTH-NORTHEAST OF THE NORTHERN EDGE OF THE PAVED ROAD TO THE
 QE2272'VOR SITE, 38.6 FT (11.8 M) NORTHWEST OF THE SOUTHWEST CORNER OF THE
 QE2272'VOR BUILDING, 31.3 FT (9.5 M) SOUTH-SOUTHWEST OF THE VOR MONITOR POLE,
 QE2272'AND 28.1 FT (8.6 M) NORTHWEST OF AIR RM 1 1972, WHICH IS LOCATED IN
 QE2272'LOWER NORTHWEST STEP OF THE WEST ENTRANCE TO THE BUILDING.  THE
 QE2272'STATION IS MARKED WITH A STANDARD DISK, STAMPED---AIR 1972---, SET IN
 QE2272'THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 QE2272'THE SURFACE OF THE GROUND.  NOTE, QUAD 441232 STA 1001.
 QE2272
 QE2272                          STATION RECOVERY (1996)
 QE2272
 QE2272'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 QE2272'THE STATION IS LOCATED ABOUT 33.5 MILES (53.9 KM) NORTH OF EUGENE, 14
 QE2272'MILES (22.5 KM) SOUTHWEST OF ALBANY AND 5 MILES (8.0 KM) SOUTH OF
 QE2272'CORVALLIS AT THE CORVALLIS MUNICIPAL AIRPORT, JACK BARROW - AIRPORT
 QE2272'MANAGER, PHONE 541-757-6783 OR 541-757-6916  TO REACH THE STATION FROM
 QE2272'THE JUNCTION OF STATE HIGHWAY 34 AND STATE HIGHWAY 99 W IN SOUTH
 QE2272'CORVALLIS, PROCEED SOUTH ON SH 99W 3.3 MILES (5.3 KM) TO AIRPORT
 QE2272'AVENUE ON THE RIGHT, TURN RIGHT AND PROCEED WEST ON AIRPORT AVE 0.75
 QE2272'MILES (1.21 KM) TO A DRIVEWAY LEADING SOUTH TO BERTEA AVIATION HANGAR,
 QE2272'TURN LEFT AND PROCEED SOUTH 0.3 MILES (0.5 KM) TO A GATE AT THE
 QE2272'NORTHWEST CORNER OF BERTEA AVIATION INC HANGAR.  PROCEED SOUTHWEST
 QE2272'THROUGH THE GATE AND ACROSS THE RAMP AREA 0.1 MILES (0.2 KM) TO THE
 QE2272'JUNCTION WITH TAXIWAY A, TURN RIGHT AND PROCEED WEST ON TAXIWAY A 0.25
 QE2272'MILES (0.40 KM) TO JUNCTION WITH RUNWAY 17-35, PROCEED WEST ACROSS
 QE2272'RUNWAY ONTO PERIMETER TAXIWAY, FOLLOW PERIMETER TAXIWAY WEST AND SOUTH
 QE2272'0.35 MILES (0.56 KM) TO A DRT TRACK ON THE LEFT, TURN LEFT AND PROCEED
 QE2272'EAST 0.05 MILES (0.08 KM) TO THE STATION ON THE LEFT 8 METERS (26.2
 QE2272'FT) WEST OF THE NORTHWEST CORNER OF THE VOR BUILDING  THE STATION IS A
 QE2272'STANDARD NATIONAL GEODETIC SURVEY HORIZONTAL STATION DISK SET IN THE
 QE2272'TOP OF A ROUND CONCRETE MONUMENT, RECESSED 5 CM BELOW THE GROUND.  THE
 QE2272'STATION IS LOCATED 8.35 M (27.39 FT) WEST OF THE NORTHWEST CORNER OF
 QE2272'THE VOR BUILDING, 11.75 M (38.55 FT) NORTHWEST OF THE SOUTHWEST CORNER
 QE2272'OF THE BUILDING AND 9.5 M (31.2 FT) SOUTH OF AN INSTRUMENTATION MAST
 QE2272'REFERNCE MONUMENTS RM 1 AND RM 2 WERE RECOVERED IN GOOD CONDITION AS
 QE2272'DESCRIBED.  RM 3 (AZIMUTH MARK) WAS NOT SEARCHED FOR AT THIS TIME
 QE2272
 QE2272                          STATION RECOVERY (1997)
 QE2272
 QE2272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 QE2272'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION.  THE STATION IS
 QE2272'LOCATED 16.2 M (53.1 FT) NORTH OF THE VOR ACCESS ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1355 ***********************************************************************
 QD1355  DESIGNATION -  AIR
 QD1355  PID         -  QD1355
 QD1355  STATE/COUNTY-  OR/LINN
 QD1355  USGS QUAD   -  SANTIAM JUNCTION (1988)
 QD1355
 QD1355                         *CURRENT SURVEY CONTROL
 QD1355  ___________________________________________________________________
 QD1355* NAD 83(2007)-  44 26 05.82730(N)    121 56 09.97765(W)     NO CHECK  
 QD1355* NAVD 88     -      1157.222  (meters)    3796.65   (feet)  ADJUSTED  
 QD1355  ___________________________________________________________________
 QD1355  EPOCH DATE  -        2007.00
 QD1355  X           -  -2,413,484.015 (meters)                     COMP
 QD1355  Y           -  -3,871,983.454 (meters)                     COMP
 QD1355  Z           -   4,443,525.009 (meters)                     COMP
 QD1355  LAPLACE CORR-           9.92  (seconds)                    DEFLEC99
 QD1355  ELLIP HEIGHT-        1135.876 (meters)          (02/10/07) NO CHECK
 QD1355  GEOID HEIGHT-         -21.32  (meters)                     GEOID03
 QD1355  DYNAMIC HT  -        1156.809 (meters)    3795.30  (feet)  COMP
 QD1355
 QD1355  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 QD1355  Type    PID    Designation                      North   East  Ellip
 QD1355  -------------------------------------------------------------------
 QD1355  NETWORK QD1355 AIR                               6.64  12.72  36.12
 QD1355  -------------------------------------------------------------------
 QD1355  MODELED GRAV-     980,220.8   (mgal)                       NAVD 88
 QD1355
 QD1355  VERT ORDER  -  FIRST     CLASS II
 QD1355
 QD1355.The horizontal coordinates were established by GPS observations
 QD1355.and adjusted by the National Geodetic Survey in February 2007.
 QD1355
 QD1355.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 QD1355.See www.ngs.noaa.gov/NationalReadjustment for more information.
 QD1355.No horizontal observational check was made to the station.
 QD1355.The horizontal coordinates are valid at the epoch date displayed above.
 QD1355.The epoch date for horizontal control is a decimal equivalence
 QD1355.of Year/Month/Day.
 QD1355
 QD1355.The orthometric height was determined by differential leveling
 QD1355.and adjusted in June 1991.
 QD1355
 QD1355.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QD1355
 QD1355.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1355
 QD1355.The ellipsoidal height was determined by GPS observations
 QD1355.and is referenced to NAD 83.
 QD1355
 QD1355.The geoid height was determined by GEOID03.
 QD1355
 QD1355.The dynamic height is computed by dividing the NAVD 88
 QD1355.geopotential number by the normal gravity value computed on the
 QD1355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1355.degrees latitude (g = 980.6199 gals.).
 QD1355
 QD1355.The modeled gravity was interpolated from observed gravity values.
 QD1355
 QD1355;                    North         East     Units Scale Factor Converg.
 QD1355;SPC OR N     -    86,390.564 2,385,669.063   MT  0.99997596   -1 01 06.5
 QD1355;SPC OR N     -   283,433.61  7,826,998.24   iFT  0.99997596   -1 01 06.5
 QD1355;UTM  10      - 4,920,734.237   584,671.353   MT  0.99968817   +0 44 41.6
 QD1355
 QD1355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1355!SPC OR N     -   0.99982193  x   0.99997596  =   0.99979789
 QD1355!UTM  10      -   0.99982193  x   0.99968817  =   0.99951016
 QD1355
 QD1355                          SUPERSEDED SURVEY CONTROL
 QD1355
 QD1355  NAD 83(1998)-  44 26 05.82505(N)    121 56 09.97836(W) AD(       ) 2
 QD1355  ELLIP H (07/18/02) 1135.916  (m)                       GP(       ) 4 1
 QD1355  NAD 83(1991)-  44 26 05.82358(N)    121 56 09.97726(W) AD(       ) 2
 QD1355  ELLIP H (10/15/91) 1136.010  (m)                       GP(       ) 4 1
 QD1355  NAD 83(1986)-  44 26 05.83787(N)    121 56 09.98751(W) AD(       ) 2
 QD1355  NGVD 29 (09/20/88) 1156.05   (m)         3792.8    (f) LEVELING    3  
 QD1355
 QD1355.Superseded values are not recommended for survey control.
 QD1355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1355.See file dsdata.txt to determine how the superseded data were derived.
 QD1355
 QD1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ8467120734(NAD 83)
 QD1355_MARKER: DS = TRIANGULATION STATION DISK
 QD1355_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QD1355_SP_SET: SHALLOW-SET PIPE
 QD1355_STAMPING: AIR 1987
 QD1355_MARK LOGO: ORDT  
 QD1355_PROJECTION: PROJECTING 7 CENTIMETERS
 QD1355_MAGNETIC: P = MARKER IS A STEEL PIPE
 QD1355_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD1355_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QD1355+SATELLITE: SATELLITE OBSERVATIONS - 1987
 QD1355_ROD/PIPE-DEPTH: 1.1  meters
 QD1355
 QD1355  HISTORY     - Date     Condition        Report By
 QD1355  HISTORY     - 1987     MONUMENTED       ORHD
 QD1355  HISTORY     - 1987     GOOD             NGS
 QD1355
 QD1355                          STATION DESCRIPTION
 QD1355
 QD1355'DESCRIBED BY OREGON HIGHWAY DEPARTMENT 1987 (LLR)
 QD1355'THE STATION IS LOCATED AT SANTIAM JUNCTION AT THE EAST END OF THE
 QD1355'SANTIAM AIR STRIP.
 QD1355'
 QD1355'TO REACH FROM THEJUNCTION OF HIGHWAYS 22 AND 20 GO EAST ON HIGHWAY
 QD1355'20 0.2 MILE TO A TRACK ROAD RIGHT, TURN RIGHT ON TRACK ROAD AND GO
 QD1355'0.05 MILE TO EAST END OF AIRSTRIP AND THE MARK ON THE LEFT.
 QD1355'
 QD1355'THE STATION IS A STANDARD ORHD DISK STAMPED---AIR 1987---SET INTO A
 QD1355'METAL PIPE THAT PROJECTS 10 CENTIMETERS ABOVE THE GROUND, 1.1 METERS
 QD1355'(2.3 FEET SOUTH OF A WITNESS POST AND ON THE PROLONGATION OF THE
 QD1355'NORTH EDGE OF THE AIR STRIP.
 QD1355
 QD1355                          STATION RECOVERY (1987)
 QD1355
 QD1355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QD1355'43.6 KM (27.10 MI) NW FROM SISTERS.
 QD1355'41.9 KM (26.05 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 20 FROM ITS
 QD1355'JUNCTION WITH FIR STREET IN SISTERS, THENCE CONTINUING 0.39 KM
 QD1355'(0.25 MI) SOUTHWEST ALONG U.S. HIGHWAY 20 AND STATE HIGHWAY 126 TO THE
 QD1355'MOST WESTERLY ENTRANCE TO THE SANTIAM JUNCTION HIGHWAY MAINTENANCE
 QD1355'YARD, THENCE 0.19 KM (0.10 MI) SOUTH THROUGH THE MAINTENANCE YARD TO
 QD1355'A DIRT ROAD, THENCE 0.58 KM (0.35 MI) NORTHEAST ALONG THE DIRT ROAD,
 QD1355'ON A SMALL HILL, 433.0 M (1420.6 FT) NORTHEAST OF THE WIND SOCK, 71.0
 QD1355'M (232.9 FT) NORTHEAST OF THE CENTER OF THE NORTHEAST END OF THE
 QD1355'RUNWAY, AND 46.3 M (151.9 FT) EAST OF THE CENTER OF THE ROAD.
 QD1355'THE MARK IS 0.9 METERS  E FROM  A WITNESS POST
 QD1355'THE MARK IS 2.7 M ABOVE THE RUNWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2270 ***********************************************************************
 QE2270  SACS        -  This is a Secondary Airport Control Station.
 QE2270  DESIGNATION -  AIR RM 2
 QE2270  PID         -  QE2270
 QE2270  STATE/COUNTY-  OR/BENTON
 QE2270  USGS QUAD   -  GREENBERRY (1975)
 QE2270
 QE2270                         *CURRENT SURVEY CONTROL
 QE2270  ___________________________________________________________________
 QE2270* NAD 83(2007)-  44 29 57.96396(N)    123 17 37.00677(W)     ADJUSTED  
 QE2270* NAVD 88     -        73.44   (meters)     240.9    (feet)  GPS OBS   
 QE2270  ___________________________________________________________________
 QE2270  EPOCH DATE  -        2007.00
 QE2270  X           -  -2,501,356.274 (meters)                     COMP
 QE2270  Y           -  -3,808,876.214 (meters)                     COMP
 QE2270  Z           -   4,447,878.923 (meters)                     COMP
 QE2270  LAPLACE CORR-          -5.24  (seconds)                    DEFLEC99
 QE2270  ELLIP HEIGHT-          50.733 (meters)          (02/10/07) ADJUSTED
 QE2270  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 QE2270
 QE2270  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 QE2270  Type    PID    Designation                      North   East  Ellip
 QE2270  -------------------------------------------------------------------
 QE2270  NETWORK QE2270 AIR RM 2                          0.47   0.33   1.33
 QE2270  -------------------------------------------------------------------
 QE2270
 QE2270.This mark is at Corvallis Municipal Airport (CVO)
 QE2270
 QE2270.The horizontal coordinates were established by GPS observations
 QE2270.and adjusted by the National Geodetic Survey in February 2007.
 QE2270
 QE2270.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 QE2270.See www.ngs.noaa.gov/NationalReadjustment for more information.
 QE2270.The horizontal coordinates are valid at the epoch date displayed above.
 QE2270.The epoch date for horizontal control is a decimal equivalence
 QE2270.of Year/Month/Day.
 QE2270
 QE2270.The orthometric height was determined by GPS observations and a
 QE2270.high-resolution geoid model.
 QE2270
 QE2270.GPS derived orthometric heights for airport stations designated as
 QE2270.PACS or SACS are published to 2 decimal places.  This maintains
 QE2270.centimeter relative accuracy between the PACS and SACS.  It does
 QE2270.not indicate centimeter accuracy relative to other marks which are
 QE2270.part of the NAVD 88 network.
 QE2270
 QE2270.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QE2270
 QE2270.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2270
 QE2270.The ellipsoidal height was determined by GPS observations
 QE2270.and is referenced to NAD 83.
 QE2270
 QE2270.The geoid height was determined by GEOID03.
 QE2270
 QE2270;                    North         East     Units Scale Factor Converg.
 QE2270;SPC OR N     -    96,380.264 2,277,875.679   MT  0.99996231   -1 58 52.3
 QE2270;SPC OR N     -   316,208.22  7,473,345.40   iFT  0.99996231   -1 58 52.3
 QE2270;UTM  10      - 4,927,388.277   476,658.200   MT  0.99960670   -0 12 20.9
 QE2270
 QE2270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2270!SPC OR N     -   0.99999205  x   0.99996231  =   0.99995436
 QE2270!UTM  10      -   0.99999205  x   0.99960670  =   0.99959875
 QE2270
 QE2270:                Primary Azimuth Mark                     Grid Az
 QE2270:SPC OR N     -  MARY RM 5                                273 37 36.8
 QE2270:UTM  10      -  MARY RM 5                                271 51 05.4
 QE2270
 QE2270|---------------------------------------------------------------------|
 QE2270| PID    Reference Object                     Distance      Geod. Az  |
 QE2270|                                                           dddmmss.s |
 QE2270| QE2316 MARY RM 5                           APPROX.20.6 KM 2713844.5 |
 QE2270| QE2272 AIR                                  25.725 METERS 32825     |
 QE2270| QE2271 VORTAC CORVALLIS CVO                 15.079 METERS 34505     |
 QE2270|---------------------------------------------------------------------|
 QE2270
 QE2270                          SUPERSEDED SURVEY CONTROL
 QE2270
 QE2270  NAD 83(1998)-  44 29 57.96042(N)    123 17 37.00851(W) AD(       ) 1
 QE2270  ELLIP H (07/02/01)   50.772  (m)                       GP(       ) 3 2
 QE2270  NAD 83(1998)-  44 29 57.96040(N)    123 17 37.00852(W) AD(       ) 1
 QE2270  ELLIP H (07/02/97)   50.774  (m)                       GP(       ) 3 1
 QE2270  NAD 83(1991)-  44 29 57.95699(N)    123 17 37.01160(W) AD(       ) 2
 QE2270  NAD 83(1986)-  44 29 57.98162(N)    123 17 37.04065(W) AD(       ) 2
 QE2270  NAD 27      -  44 29 58.54387(N)    123 17 32.68748(W) AD(       ) 2
 QE2270  NGVD 29 (07/19/86)   72.4    (m)          238.     (f) VERT ANG    3  
 QE2270
 QE2270.Superseded values are not recommended for survey control.
 QE2270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2270.See file dsdata.txt to determine how the superseded data were derived.
 QE2270
 QE2270_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ7665827388(NAD 83)
 QE2270_MARKER: DR = REFERENCE MARK DISK
 QE2270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE2270_STAMPING: AIR NO 2 1972
 QE2270_MARK LOGO: NGS   
 QE2270_MAGNETIC: N = NO MAGNETIC MATERIAL
 QE2270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE2270+STABILITY: SURFACE MOTION
 QE2270_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QE2270+SATELLITE: SATELLITE OBSERVATIONS - October 30, 1997
 QE2270
 QE2270  HISTORY     - Date     Condition        Report By
 QE2270  HISTORY     - 1972     MONUMENTED       NGS
 QE2270  HISTORY     - 1977     SEE DESCRIPTION  NGS
 QE2270  HISTORY     - 1981     GOOD             NGS
 QE2270  HISTORY     - 19960828 GOOD             CHANCE
 QE2270  HISTORY     - 19971030 GOOD             NGS
 QE2270
 QE2270                          STATION DESCRIPTION
 QE2270
 QE2270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LDF)
 QE2270'SEE STATION AIR
 QE2270
 QE2270                          STATION RECOVERY (1977)
 QE2270
 QE2270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JVD)
 QE2270'THE STATION WAS RECOVERED IN GOOD CONDITION AS ORIGINALLY DESCRIBED.
 QE2270'
 QE2270'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QE2270'AT CORVALLIS MUNICIPAL AIRPORT.
 QE2270
 QE2270                          STATION RECOVERY (1981)
 QE2270
 QE2270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (MWJ)
 QE2270'THE STATION WAS RECOVERED AS DESCRIBED.
 QE2270
 QE2270                          STATION RECOVERY (1996)
 QE2270
 QE2270'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 QE2270'THE STATION IS LOCATED ABOUT 33.5 MILES (53.9 KM) NORTH OF EUGENE, 14
 QE2270'MILES (22.5 KM) SOUTHWEST OF ALBANY AND 5 MILES (8.0 KM) SOUTH OF
 QE2270'CORVALLIS AT THE CORVALLIS MUNICIPAL AIRPORT, JACK BARROW - AIRPORT
 QE2270'MANAGER, PHONE 541-757-6783 OR 541-757-6916  TO REACH THE STATION FROM
 QE2270'THE JUNCTION OF STATE HIGHWAY 34 AND STATE HIGHWAY 99 W IN SOUTH
 QE2270'CORVALLIS, PROCEED SOUTH ON SH 99W 3.3 MILES (5.3 KM) TO AIRPORT
 QE2270'AVENUE ON THE RIGHT, TURN RIGHT AND PROCEED WEST ON AIRPORT AVE 0.75
 QE2270'MILES (1.21 KM) TO A DRIVEWAY LEADING SOUTH TO BERTEA AVIATION HANGAR,
 QE2270'TURN LEFT AND PROCEED SOUTH 0.3 MILES (0.5 KM) TO A GATE AT THE
 QE2270'NORTHWEST CORNER OF BERTEA AVIATION INC HANGAR.  PROCEED SOUTHWEST
 QE2270'THROUGH THE GATE AND ACROSS THE RAMP AREA 0.1 MILES (0.2 KM) TO THE
 QE2270'JUNCTION WITH TAXIWAY A, TURN RIGHT AND PROCEED WEST ON TAXIWAY A 0.25
 QE2270'MILES (0.40 KM) TO THE JUNCTION WITH RUNWAY 17-35, PROCEED WEST ACROSS
 QE2270'RUNWAY 17-35 0.05 MILES (0.08 KM) TO THE WEST EDGE OF THE PAVED
 QE2270'SURFACE, TURN LEFT AND PROCEED SOUTH ALONG THE RUNWAY EDGE 0.25 MILES
 QE2270'(0.40 KM) TO A POINT OPPOSITE THE VOR BUILDING, TURN RIGHT AND PROCEED
 QE2270'WEST ACROSS THE FIELD 0.1 MILES (0.2 KM) TO THE STATION NEAR THE
 QE2270'SOUTHEAST CORNER OF THE VOR BUILDING  THE STATION IS A STANDARD NGS
 QE2270'REFERENCE MARK DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT,
 QE2270'RECESSED 5 CM BELOW THE GROUND.  THE STATION IS LOCATED 11.55 M (37.89
 QE2270'FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE VOR BUILDING, 14.0 M
 QE2270'(45.9 FT) SOUTHEAST OF THE SOUTHWEST CORNER OF THE VOR BUILDING, 16.4
 QE2270'M (53.8 FT) SOUTH OF AN ELECTRICAL UTILITY BOX, 67.3 M (220.8 FT) EAST
 QE2270'OF THE WEST EDGE OF THE TAXIWAY, 25.7 M (84.3 FT) SOUTHEAST OF SURVEY
 QE2270'MONUMENT -AIR-, 1.0 M (3.3 FT) NORTH OF A CARSONITE WITNESS POST  THE
 QE2270'STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION (SACS) -
 QE2270'OREGON ANA SURVEYS 1996
 QE2270
 QE2270                          STATION RECOVERY (1997)
 QE2270
 QE2270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 QE2270'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION.  THE STATION IS
 QE2270'2.9 M (9.5 FT) SOUTH OF THE EXTENDED CENTER OF THE VOR ACCESS ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2050 ***********************************************************************
 QE2050  DESIGNATION -  AIRLIE
 QE2050  PID         -  QE2050
 QE2050  STATE/COUNTY-  OR/POLK
 QE2050  USGS QUAD   -  AIRLIE SOUTH (1984)
 QE2050
 QE2050                         *CURRENT SURVEY CONTROL
 QE2050  ___________________________________________________________________
 QE2050* NAD 83(1991)-  44 44 40.45234(N)    123 21 47.97434(W)     ADJUSTED  
 QE2050* NAVD 88     -       226.3    (meters)     742.     (feet)  VERTCON   
 QE2050  ___________________________________________________________________
 QE2050  LAPLACE CORR-          -7.02  (seconds)                    DEFLEC99
 QE2050  GEOID HEIGHT-         -22.08  (meters)                     GEOID03
 QE2050  HORZ ORDER  -  FIRST
 QE2050
 QE2050.The horizontal coordinates were established by classical geodetic methods
 QE2050.and adjusted by the National Geodetic Survey in October 1991.
 QE2050
 QE2050.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE2050.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE2050
 QE2050.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2050
 QE2050.The geoid height was determined by GEOID03.
 QE2050
 QE2050;                    North         East     Units Scale Factor Converg.
 QE2050;SPC OR N     -   123,796.148 2,273,300.149   MT  0.99992182   -2 01 50.3
 QE2050;SPC OR N     -   406,155.34  7,458,333.82   iFT  0.99992182   -2 01 50.3
 QE2050;UTM  10      - 4,954,640.210   471,237.391   MT  0.99961017   -0 15 20.8
 QE2050
 QE2050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2050!SPC OR N     -   0.99996798  x   0.99992182  =   0.99988980
 QE2050!UTM  10      -   0.99996798  x   0.99961017  =   0.99957816
 QE2050
 QE2050:                Primary Azimuth Mark                     Grid Az
 QE2050:SPC OR N     -  HOWE                                     017 30 36.5
 QE2050:UTM  10      -  HOWE                                     015 44 07.0
 QE2050
 QE2050|---------------------------------------------------------------------|
 QE2050| PID    Reference Object                     Distance      Geod. Az  |
 QE2050|                                                           dddmmss.s |
 QE2050| QE2095 HOWE                                APPROX. 5.6 KM 0152846.2 |
 QE2050| CD9508 AIRLIE RM 3                           9.424 METERS 19752     |
 QE2050| CD9506 AIRLIE RM 1                           7.187 METERS 22217     |
 QE2050| CD9507 AIRLIE RM 2                           5.610 METERS 30926     |
 QE2050|---------------------------------------------------------------------|
 QE2050
 QE2050                          SUPERSEDED SURVEY CONTROL
 QE2050
 QE2050  NAD 83(1986)-  44 44 40.47788(N)    123 21 47.99266(W) AD(       ) 1
 QE2050  NAD 27      -  44 44 41.04905(N)    123 21 43.62807(W) AD(       ) 1
 QE2050  NGVD 29 (07/19/86)  225.3    (m)          739.     (f) VERT ANG    3  
 QE2050
 QE2050.Superseded values are not recommended for survey control.
 QE2050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2050.See file dsdata.txt to determine how the superseded data were derived.
 QE2050
 QE2050_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ7123754640(NAD 83)
 QE2050_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QE2050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE2050_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QE2050
 QE2050  HISTORY     - Date     Condition        Report By
 QE2050  HISTORY     - 1972     MONUMENTED       NGS
 QE2050  HISTORY     - 1975     SEE DESCRIPTION  NGS
 QE2050  HISTORY     - 1981     GOOD             NGS
 QE2050
 QE2050                          STATION DESCRIPTION
 QE2050
 QE2050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LDF)
 QE2050'STATION IS LOCATED ABOUT 9.0 MILES SOUTHEAST OF FALLS CITY, 2-1/2
 QE2050'MILES SOUTH-SOUTHEAST OF MAPLE GROVE, 2-1/2 MILES EAST-SOUTHEAST OF
 QE2050'PEDEE, 1-1/2 MILES SOUTHWEST OF AIRLIE, ON PROPERTY OWNED BY
 QE2050'MR. REX CLEMENS.  PERMISSION WAS OBTAINED FROM MR. JOE TRASK,
 QE2050'ROUTE 2, PHILOMATH, OREGON, WHO HAS THE PROPERTY RENTED.  IT IS
 QE2050'IN THE SOUTHEAST 1/4 OF SECTION 36, R-6-W, T-9-S.
 QE2050'
 QE2050'TO REACH FROM THE T-ROAD (COOPER MILL RD (958) AND AIRLIE ROAD
 QE2050'(7) IN AIRLIE, GO SOUTHWEST ON COOPER MILL RD FOR 1.75 MILES TO A
 QE2050'SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST ON JONT CR RD (1068) FOR
 QE2050'0.5 MILE TO A BOARD GATE ON THE RIGHT.  TURN RIGHT, PASSING
 QE2050'THROUGH THE GATE, ACROSS A WOODEN BRIDGE AND GO NORTH ON A TRACK
 QE2050'ROAD, WHICH PASSES TO THE RIGHT OF AN OLD BARN, FOR 0.6 MILE
 QE2050'TO A FORK.  KEEP RIGHT FORK AND GO NORTH, UP A RIDGE AND
 QE2050'ALONG THE TOP OF THE RIDGE FOR 0.3 MILE TO A TRACK ROAD RIGHT.
 QE2050'KEEP LEFT AND CONTINUE NORTH ON THE TRACK ROAD FOR 0.4 MILE TO
 QE2050'THE STATION ON THE RIGHT.
 QE2050'
 QE2050'STATION MARKS ARE STANDARD DISKS, STAMPED AIRLIE 1972.  THE
 QE2050'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 QE2050'MONUMENT WHICH PROJECTS ABOUT 2 INCHES.  IT IS 17.0 FEET
 QE2050'NORTH-NORTHWEST OF A STUMP WHICH IS 2-1/2 FEET IN DIAMETER AND 5.0
 QE2050'FEET NORTH OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET
 QE2050'IN AN IRREGULAR MASS OF CONCRETE ABOUT 40 INCHES BELOW THE
 QE2050'GROUND SURFACE.
 QE2050'
 QE2050'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED AIRLIE NO 1 1972,
 QE2050'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 QE2050'PROJECTS ABOUT 3 INCHES.  IT IS 19.5 FEET SOUTH OF THE WITNESS
 QE2050'POST AND 9.0 FEET SOUTHWEST OF THE STUMP.
 QE2050'
 QE2050'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED AIRLIE NO 2 1972,
 QE2050'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 QE2050'PROJECTS ABOUT 1 INCH.  IT IS 28.0 FEET NORTHWEST OF THE STUMP
 QE2050'AND 18.5 FEET WEST-NORTHWEST OF THE WITNESS POST.
 QE2050'
 QE2050'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 QE2050'
 QE2050'HEIGHT OF LIGHT ABOVE STATION MARK 1.8 METERS.
 QE2050
 QE2050                          STATION RECOVERY (1975)
 QE2050
 QE2050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 QE2050'THE STATION MARK, AND REFERENCE MARK NO. 2 WERE RECOVERED IN GOOD
 QE2050'CONDITION.  REFERENCE MARK NO. 1 HAD BEEN UNEARTHED BY A BULLDOZER,
 QE2050'REFERENCE MARK NO. 3 WAS ESTABLISHED.  THE ORIGINAL TO REACH IS
 QE2050'OBSOLETE.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 QE2050'
 QE2050'THE STATION IS IN THE SOUTHEAST 1/4 OF SECTION 36, R6W, T9S, ON
 QE2050'LAND OWNED BY WILLAMETTE INDUSTRIES INC.
 QE2050'
 QE2050'TO REACH THE STATION FROM THE AIRLIE STORE, AND SERVICE STATION,
 QE2050'GO NORTH ON AIRLIE ROAD NO. 7 FOR 0.2 MILE TO A DRIVEWAY ON THE
 QE2050'LEFT, TURN LEFT, AND GO NORTHWEST ON THE DRIVEWAY FOR 0.2 MILE TO
 QE2050'THE R. MC COY RESIDENCE.  AFTER OBTAINING PERMISSION TO TRESPASS,
 QE2050'PASS BETWEEN THE SILO, AND GRANARY, THEN GO NORTHWEST ON THE
 QE2050'TRACK ROAD, ON THE SOUTH SIDE OF THE FENCE FOR 0.2 MILE TO A
 QE2050'BOARD GATE.  USING A 4-WHEEL DRIVE VEHICLE, PASS THRU THE
 QE2050'GATE, AND GO NORTHWEST ON THE ROUGH-TRACK ROAD FOR 0.9 MILE TO
 QE2050'A BOARD GATE, PASS THRU THE GATE, AND CONTINUE 0.05 MILE TO A
 QE2050'FORK, TAKE LEFT FORK, MOST TRAVELED ROAD, AND GO WEST FOR 0.1
 QE2050'MILE TO A FORK, TAKE THE LEFT FORK, AND CONTINUE WESTERLY FOR
 QE2050'0.35 MILE TO A SUMMIT ON THE RIDGE, AND THE STATION.
 QE2050'
 QE2050'THE STATION MARK, STAMPED AIRLIE 1972, IS A STANDARD DISK SET
 QE2050'IN A CYLINDRICAL CONCRETE MONUMENT THAT IS 12-INCHES IN DIAMETER,
 QE2050'AND PROJECTS 3-INCHES, 27 FEET SOUTH OF THE CENTER OF THE TRACK
 QE2050'ROAD, AND 4 FEET EAST OF A METAL WITNESS POST.  (NOTE 1B AND 7A)
 QE2050'
 QE2050'REFERENCE MARK NO. 2, STAMPED AIRLIE NO 2 1972, IS A STANDARD
 QE2050'DISK SET IN A CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2-INCHES,
 QE2050'8 FEET SOUTH OF THE CENTER OF THE TRACK ROAD, AND LEVEL WITH THE
 QE2050'STATION.  (NOTE 11B)
 QE2050'
 QE2050'REFERENCE MARK NO. 3, STAMPED AIRLIE 1972 NO 3 1975, IS A STANDARD
 QE2050'DISK SET IN A CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2-INCHES,
 QE2050'31 FEET SOUTH OF THE CENTER OF THE TRACK ROAD, AND 28 FEET WEST
 QE2050'OF THE WITNESS POST.  (NOTE 11B)
 QE2050'
 QE2050'TRIANGULATION STATION PEDEE 1972, WHICH WAS USED FOR THE AZIMUTH
 QE2050'MARK WAS NOT VISITED THIS DATE.
 QE2050'
 QE2050'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QE2050'1-1/2 MILES WEST OF AIRLIE.
 QE2050
 QE2050                          STATION RECOVERY (1981)
 QE2050
 QE2050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 QE2050'THE STATION, REFERENCE MARK 2 AND REFERENCE MARK 3 WERE RECOVERED IN
 QE2050'GOOD CONDITION.  THE AREA HAS BEEN CLEARCUT.  A NEW TO REACH
 QE2050'DESCRIPTION FOLLOWS.  THE OBSERVING STAND BUILT IN 1972 IS STILL
 QE2050'STANDING OVER THE STATION.
 QE2050'
 QE2050'THE STATION IS LOCATED IN THE SOUTHEAST 1/4 OF SECTION 36, R6W, T9S
 QE2050'ON LAND OWNED BY WILLAMETTE INDUSTRIES.
 QE2050'
 QE2050'TO REACH THE STATION FROM THE INTERSECTION OF MAXFIELD RD AND AIRLIE
 QE2050'ROAD IN AIRLIE GO NORTH ON AIRLIE RD FOR 0.9 MILE, TURN LEFT ON
 QE2050'TARTER ROAD AND GO 0.8 MILE TO A ROAD FORK, TURN LEFT AND GO 0.1 MILE
 QE2050'TO A FORK, TURN RIGHT AND GO 0.05 MILE TO A FORK, TURN RIGHT AND GO
 QE2050'0.05 MILE TO A GATE, PASS THROUGH GATE AND GO 0.8 MILE TO A FORK,
 QE2050'TURN RIGHT AND GO 0.1 MILE TO A WIDE SPOT IN THE ROAD AND END OF
 QE2050'TRUCK TRAVEL.  PACK SOUTH UPHILL TO RIDGE AND TIMBERLINE, THEN
 QE2050'WESTERLY ON OLD ROAD ABOUT 100 METERS TO TOP OF HILL AND STATION.
 QE2050'
 QE2050'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
 QE2050'---AIRLIE 1972---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM
 QE2050'(11.8 INCHES) IN DIAMETER PROJECTING 10 CM (3.9 INCHES) ABOVE THE
 QE2050'GROUND LOCATED 7.6 METERS (25 FEET) SE FROM THE CENTERLINE OF A TRACK
 QE2050'ROAD AND 1.30 METERS (4.3 FEET) ENE FROM A METAL WITNESS POST.
 QE2050'
 QE2050'REFERENCE MARK NO. 2 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 QE2050'STAMPED---AIRLIE NO 2 1972---SET INTO THE TOP OF A ROUND CONCRETE
 QE2050'MONUMENT 30 CM (11.8 INCHES) IN DIAMETER FLUSH WITH THE GROUND
 QE2050'LOCATED 2.0 METERS (7 FEET) E FROM THE CENTERLINE OF A
 QE2050'TRACK ROAD, AND 0.3 METER (1 FOOT) LOWER THAN THE STATION.
 QE2050'
 QE2050'REFERENCE MARK NO. 3 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 QE2050'STAMPED---AIRLEY 1972 NO 3 1975---SET INTO THE TOP OF A ROUND
 QE2050'CONCRETE MONUMENT 30 CM (11.8 INCHES) IN DIAMETER PROJECTING 2 CM
 QE2050'(0.8 INCH) ABOVE THE GROUND LOCATED 8.1 METERS (27 FEET) S FROM A
 QE2050'METAL WITNESS POST, 8 METERS (26 FEET) E FROM THE CENTERLINE OF A
 QE2050'TRACK ROAD, AND 0.3 METER (1 FOOT) HIGHER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0647 ***********************************************************************
 QE0647  DESIGNATION -  AIRPORT
 QE0647  PID         -  QE0647
 QE0647  STATE/COUNTY-  OR/BENTON
 QE0647  USGS QUAD   -  CORVALLIS (1986)
 QE0647
 QE0647                         *CURRENT SURVEY CONTROL
 QE0647  ___________________________________________________________________
 QE0647* NAD 83(1986)-  44 31 23.     (N)    123 16 27.     (W)     SCALED    
 QE0647* NAVD 88     -        72.801  (meters)     238.85   (feet)  ADJUSTED  
 QE0647  ___________________________________________________________________
 QE0647  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 QE0647  DYNAMIC HT  -          72.796 (meters)     238.83  (feet)  COMP
 QE0647  MODELED GRAV-     980,554.7   (mgal)                       NAVD 88
 QE0647
 QE0647  VERT ORDER  -  FIRST     CLASS II
 QE0647
 QE0647.This mark is at Corvallis Municipal Airport (CVO)
 QE0647
 QE0647.The horizontal coordinates were scaled from a topographic map and have
 QE0647.an estimated accuracy of +/- 6 seconds.
 QE0647
 QE0647.The orthometric height was determined by differential leveling
 QE0647.and adjusted in June 1991.
 QE0647
 QE0647.The geoid height was determined by GEOID03.
 QE0647
 QE0647.The dynamic height is computed by dividing the NAVD 88
 QE0647.geopotential number by the normal gravity value computed on the
 QE0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0647.degrees latitude (g = 980.6199 gals.).
 QE0647
 QE0647.The modeled gravity was interpolated from observed gravity values.
 QE0647
 QE0647;                    North         East    Units  Estimated Accuracy
 QE0647;SPC OR N     -    98,950.    2,279,510.      MT  (+/- 180 meters Scaled)
 QE0647
 QE0647                          SUPERSEDED SURVEY CONTROL
 QE0647
 QE0647  NGVD 29 (??/??/92)   71.788  (m)          235.52   (f) ADJ UNCH    1 2
 QE0647
 QE0647.Superseded values are not recommended for survey control.
 QE0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0647.See file dsdata.txt to determine how the superseded data were derived.
 QE0647
 QE0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ782300(NAD 83)
 QE0647_MARKER: Z = SEE DESCRIPTION
 QE0647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0647_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0647_STAMPING: AIRPORT 1941
 QE0647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0647+STABILITY: SURFACE MOTION
 QE0647
 QE0647  HISTORY     - Date     Condition        Report By
 QE0647  HISTORY     - 1941     MONUMENTED       CGS
 QE0647  HISTORY     - 1945     GOOD             NGS
 QE0647  HISTORY     - 1961     MARK NOT FOUND   NGS
 QE0647
 QE0647                          STATION DESCRIPTION
 QE0647
 QE0647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 QE0647'2.55 MI SW FROM CORVALLIS.
 QE0647'2.3 MILES SOUTH ALONG U. S. HIGHWAY 99 W FROM THE MARYS RIVER BRIDGE
 QE0647'AT CORVALLIS, THENCE 0.25 MILE WEST ACROSS A PASTURE, AT OLD CORVALLIS
 QE0647'AIRPORT (ABANDONED), 105.0 FEET SOUTHWEST OF TELEPHONE POLE SHOWING
 QE0647'SOUTHERN PACIFIC RAILWAY MILEPOST 686, 29.2 FEET WEST OF THE WEST RAIL
 QE0647'OF RAILWAY, 23.0 FEET NORTH OF NORTH GATE POST FOR AN IRON GATE, 2.4
 QE0647'FEET NORTH OF REFERENCE POST, 1.5 FEET WEST OF FENCE LINE, SET IN THE
 QE0647'TOP OF A WHITE PAINTED CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 QE0647'GROUND.  NOTE-- TO REACH FROM THE JUNCTION OF HIGHWAY AND ROAD TO CITY
 QE0647'DUMP GO NORTH ALONG HIGHWAY 0.2 MILE TO THE BROOKLANE DAIRY AND A
 QE0647'POINT 0.2 MILE SOUTH OF THE JUNCTION OF ROAD TO KIGER ISLAND, THENCE,
 QE0647'TURN WEST 0.2 MILE ACROSS PASTURE TO THE MARK.
 QE0647
 QE0647                          STATION RECOVERY (1961)
 QE0647
 QE0647'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 QE0647'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0910 ***********************************************************************
 QB0910  DESIGNATION -  AIRPORT
 QB0910  PID         -  QB0910
 QB0910  STATE/COUNTY-  OR/BAKER
 QB0910  USGS QUAD   -  BAKER CITY (1994)
 QB0910
 QB0910                         *CURRENT SURVEY CONTROL
 QB0910  ___________________________________________________________________
 QB0910* NAD 83(1986)-  44 49 57.     (N)    117 48 54.     (W)     SCALED    
 QB0910* NAVD 88     -      1027.730  (meters)    3371.81   (feet)  ADJUSTED  
 QB0910  ___________________________________________________________________
 QB0910  GEOID HEIGHT-         -17.12  (meters)                     GEOID03
 QB0910  DYNAMIC HT  -        1027.412 (meters)    3370.77  (feet)  COMP
 QB0910  MODELED GRAV-     980,272.9   (mgal)                       NAVD 88
 QB0910
 QB0910  VERT ORDER  -  FIRST     CLASS II
 QB0910
 QB0910.This mark is at Baker City Municipal Airport (BKE)
 QB0910
 QB0910.The horizontal coordinates were scaled from a topographic map and have
 QB0910.an estimated accuracy of +/- 6 seconds.
 QB0910
 QB0910.The orthometric height was determined by differential leveling
 QB0910.and adjusted in June 1991.
 QB0910
 QB0910.The geoid height was determined by GEOID03.
 QB0910
 QB0910.The dynamic height is computed by dividing the NAVD 88
 QB0910.geopotential number by the normal gravity value computed on the
 QB0910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0910.degrees latitude (g = 980.6199 gals.).
 QB0910
 QB0910.The modeled gravity was interpolated from observed gravity values.
 QB0910
 QB0910;                    North         East    Units  Estimated Accuracy
 QB0910;SPC OR N     -   133,080.    2,712,260.      MT  (+/- 180 meters Scaled)
 QB0910
 QB0910                          SUPERSEDED SURVEY CONTROL
 QB0910
 QB0910  NGVD 29 (??/??/92) 1026.604  (m)         3368.12   (f) ADJ UNCH    1 2
 QB0910
 QB0910.Superseded values are not recommended for survey control.
 QB0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0910.See file dsdata.txt to determine how the superseded data were derived.
 QB0910
 QB0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK355646(NAD 83)
 QB0910_MARKER: DD = SURVEY DISK
 QB0910_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QB0910_SP_SET: STEP
 QB0910_STAMPING: AIRPORT 1941
 QB0910_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB0910
 QB0910  HISTORY     - Date     Condition        Report By
 QB0910  HISTORY     - 1941     MONUMENTED       USE
 QB0910  HISTORY     - 1941     GOOD             NGS
 QB0910  HISTORY     - 1954     GOOD             NGS
 QB0910  HISTORY     - 19960912 MARK NOT FOUND   CHANCE
 QB0910
 QB0910                          STATION DESCRIPTION
 QB0910
 QB0910'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QB0910'2.1 MI N FROM BAKER.
 QB0910'ABOUT 2.1 MILES NORTH ALONG THE BAKER-HOMESTEAD HIGHWAY (OREGON 86)
 QB0910'FROM THE INTERSECTION OF BROADWAY AND MAIN STREET AT BAKER, BAKER
 QB0910'COUNTY, THENCE ABOUT 2.1 MILES NORTH ALONG THE MEDICAL SPRINGS HIGHWAY
 QB0910'(OREGON 203).  AT THE BAKER AIRPORT, AT THE WEATHER BUREAU BUILDING,
 QB0910'AND IN THE TOP OF THE NORTHEAST CORNER OF A CONCRETE STEP. A CORPS OF
 QB0910'ENGINEERS, U.S. ARMY, STANDARD DISK, STAMPED AIRPORT 1941. NOTE--
 QB0910'WEATHER BUREAU BUILDING HAS BEEN TORN DOWN THE FOUNDATION AND CONCRETE
 QB0910'STEP ARE IN GOOD CONDITION.
 QB0910
 QB0910                          STATION RECOVERY (1954)
 QB0910
 QB0910'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 QB0910'RECOVERED IN GOOD CONDITION.
 QB0910
 QB0910                          STATION RECOVERY (1996)
 QB0910
 QB0910'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 QB0910'THE STATION WAS NOT RECOVERED, NO REMNANTS OF THE FOUNDATION AND STEPS
 QB0910'FROM THE 1941 DESCRIPTION COULD BE FOUND.  MONUMENT SEARCH LASTED 1.0
 QB0910'MAN HOURS -- ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0348 ***********************************************************************
 NY0348  DESIGNATION -  AIRPORT
 NY0348  PID         -  NY0348
 NY0348  STATE/COUNTY-  OR/KLAMATH
 NY0348  USGS QUAD   -  ALTAMONT (1995)
 NY0348
 NY0348                         *CURRENT SURVEY CONTROL
 NY0348  ___________________________________________________________________
 NY0348* NAD 83(1991)-  42 10 11.93633(N)    121 44 12.45055(W)     ADJUSTED  
 NY0348* NAVD 88     -      1246.275  (meters)    4088.82   (feet)  ADJUSTED  
 NY0348  ___________________________________________________________________
 NY0348  LAPLACE CORR-           2.68  (seconds)                    DEFLEC99
 NY0348  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 NY0348  DYNAMIC HT  -        1245.509 (meters)    4086.31  (feet)  COMP
 NY0348  MODELED GRAV-     979,964.2   (mgal)                       NAVD 88
 NY0348
 NY0348  HORZ ORDER  -  SECOND
 NY0348  VERT ORDER  -  FIRST     CLASS II
 NY0348
 NY0348.The horizontal coordinates were established by classical geodetic methods
 NY0348.and adjusted by the National Geodetic Survey in October 1991.
 NY0348
 NY0348.The orthometric height was determined by differential leveling
 NY0348.and adjusted in June 1991.
 NY0348
 NY0348.The Laplace correction was computed from DEFLEC99 derived deflections.
 NY0348
 NY0348.The geoid height was determined by GEOID03.
 NY0348
 NY0348.The dynamic height is computed by dividing the NAVD 88
 NY0348.geopotential number by the normal gravity value computed on the
 NY0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0348.degrees latitude (g = 980.6199 gals.).
 NY0348
 NY0348.The modeled gravity was interpolated from observed gravity values.
 NY0348
 NY0348;                    North         East     Units Scale Factor Converg.
 NY0348;SPC OR S     -    56,666.220 1,397,803.120   MT  1.00004513   -0 50 46.1
 NY0348;SPC OR S     -   185,912.80  4,585,968.24   iFT  1.00004513   -0 50 46.1
 NY0348;UTM  10      - 4,669,421.663   604,337.863   MT  0.99973395   +0 50 53.2
 NY0348
 NY0348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NY0348!SPC OR S     -   0.99980815  x   1.00004513  =   0.99985327
 NY0348!UTM  10      -   0.99980815  x   0.99973395  =   0.99954215
 NY0348
 NY0348:                Primary Azimuth Mark                     Grid Az
 NY0348:SPC OR S     -  OLENE                                    092 48 54.3
 NY0348:UTM  10      -  OLENE                                    091 07 15.0
 NY0348
 NY0348|---------------------------------------------------------------------|
 NY0348| PID    Reference Object                     Distance      Geod. Az  |
 NY0348|                                                           dddmmss.s |
 NY0348| NY0912 OLENE                               APPROX.10.3 KM 0915808.2 |
 NY0348| NY0349 AIRPORT RM 1                          4.519 METERS 09700     |
 NY0348| NY0350 AIRPORT RM 2                          4.306 METERS 27419     |
 NY0348|---------------------------------------------------------------------|
 NY0348
 NY0348                          SUPERSEDED SURVEY CONTROL
 NY0348
 NY0348  NAD 83(1986)-  42 10 11.93789(N)    121 44 12.45559(W) AD(       ) 2
 NY0348  NAD 27      -  42 10 12.40800(N)    121 44 08.45700(W) AD(       ) 2
 NY0348  NGVD 29 (??/??/92) 1245.168  (m)         4085.19   (f) ADJ UNCH    1 2
 NY0348
 NY0348.Superseded values are not recommended for survey control.
 NY0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0348.See file dsdata.txt to determine how the superseded data were derived.
 NY0348
 NY0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM0433869422(NAD 83)
 NY0348_MARKER: DS = TRIANGULATION STATION DISK
 NY0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NY0348_STAMPING: AIRPORT 1948
 NY0348_MARK LOGO: CGS   
 NY0348_MAGNETIC: N = NO MAGNETIC MATERIAL
 NY0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0348+STABILITY: SURFACE MOTION
 NY0348_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NY0348+SATELLITE: SATELLITE OBSERVATIONS - September 03, 1996
 NY0348
 NY0348  HISTORY     - Date     Condition        Report By
 NY0348  HISTORY     - 1948     MONUMENTED       CGS
 NY0348  HISTORY     - 1953     SEE DESCRIPTION  CGS
 NY0348  HISTORY     - 1954     SEE DESCRIPTION  CGS
 NY0348  HISTORY     - 1954     GOOD             NGS
 NY0348  HISTORY     - 1960     SEE DESCRIPTION  CGS
 NY0348  HISTORY     - 1968     GOOD             NGS
 NY0348  HISTORY     - 1977     SEE DESCRIPTION  NGS
 NY0348  HISTORY     - 19960903 GOOD             CHANCE
 NY0348
 NY0348                          STATION DESCRIPTION
 NY0348
 NY0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MTP)
 NY0348'THE STATION IS LOCATED AT THE KLAMATH FALLS MUNICIPAL AIRPORT,
 NY0348'WHICH IS ABOUT 5 MILES SOUTH-SOUTHEAST OF THE CENTER OF
 NY0348'TOWN.  THE MARK IS NEAR THE CENTER OF THE BEACON LIGHT-TOWER.  IT
 NY0348'PROJECTS ABOUT 5 INCHES, AND IS STAMPED AIRPORT 1948.
 NY0348'
 NY0348'REFERENCE MARK NO. 1 PROJECTS ABOUT 5 INCHES ABOVE THE GROUND
 NY0348'LEVEL.  IT IS STAMPED AIRPORT NO 1 1948.
 NY0348'
 NY0348'REFERENCE MARK NO. 2 PROJECTS ABOUT 5 INCHES ABOVE THE GROUND
 NY0348'LEVEL.  IT IS STAMPED AIRPORT NO 2 1948.
 NY0348'
 NY0348'THE AZIMUTH MARK IS SET FLUSH IN THE APRON, 10 FEET FROM THE
 NY0348'NORTHEAST CORNER OF THE LARGE DOUBLE HANGER.  IT IS STAMPED
 NY0348'AIRPORT 1948.
 NY0348'
 NY0348'THE STATION IS REACHED FROM THE CORNER OF SIXTH AND MAIN STREETS
 NY0348'IN KLAMATH FALLS BY GOING SOUTHEAST ON SIXTH STREET FOR 2.3 MILES
 NY0348'TO ALTAMONT DRIVE, TURN RIGHT AND GO SOUTH ON ALTAMONT DRIVE FOR
 NY0348'3.2 MILES TO THE ENTRANCE OF THE AIRPORT.  TAKE THE ROAD AROUND
 NY0348'THE EAST SIDE OF THE WATER TANK AND GO NORTH AND EAST ALONG THE
 NY0348'NORTH SIDE OF THE RUNWAYS TO THE OLD HANGAR AND BEACON AND THE
 NY0348'STATION SITE.
 NY0348
 NY0348                          STATION RECOVERY (1953)
 NY0348
 NY0348'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CTH)
 NY0348'THIS STATION WAS ESTABLISHED IN 1948 BUT WAS NOT VISITED BY AN
 NY0348'OBSERVING UNIT UNTIL 1953.
 NY0348'
 NY0348'THE STATION IS LOCATED AT THE KLAMATH FALLS MUNICIPAL AIRPORT
 NY0348'IN THE BOTTOM CENTER OF THE BEACON TOWER.
 NY0348'
 NY0348'THE STATION MARK IS STAMPED AIRPORT 1948.  IT IS A STANDARD DISK
 NY0348'SET IN A CONCRETE MONUMENT THAT PROJECTS 6 INCHES.
 NY0348'
 NY0348'REFERENCE MARK 1 IS STAMPED AIRPORT NO 1 1948.  IT IS A STANDARD
 NY0348'DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 3 INCHES.
 NY0348'
 NY0348'REFERENCE MARK 2 IS STAMPED AIRPORT NO 2 1948.  IT IS A STANDARD
 NY0348'DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 2 INCHES.
 NY0348'
 NY0348'TRIANGULATION STATION MILLER HILL CAN BE USED AS AN AZIMUTH
 NY0348'MARK.
 NY0348'
 NY0348'AZIMUTH MARK IS STAMPED AIRPORT 1948.  IT IS A STANDARD DISK
 NY0348'SET IN A DRILL HOLE IN THE CONCRETE APRON OF A DOUBLE HANGAR, 0.2
 NY0348'MILE SW OF THE AIRPORT CONTROL TOWER.  THE MARK IS 6 FEET NE OF
 NY0348'THE NORTHEAST CORNER OF THE HANGARS.  COPIED FROM RECORD BOOK.
 NY0348'
 NY0348'HEIGHT OF LIGHT ABOVE STATION MARK 1.25 METERS.
 NY0348
 NY0348                          STATION RECOVERY (1954)
 NY0348
 NY0348'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (EEJ)
 NY0348'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 NY0348'AS DESCRIBED BY C.T.H. IN 1953 RECOVERY NOTE.  A DRILL HOLE WAS
 NY0348'FOUND AT THE DESCRIBED LOCATION OF THE AZIMUTH MARK WHERE THE
 NY0348'DISK HAS BEEN REMOVED.
 NY0348
 NY0348                          STATION RECOVERY (1954)
 NY0348
 NY0348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 NY0348'5.2 MI SE FROM KLAMATH FALLS.
 NY0348'2.7 MILES EAST ALONG SOUTH SIXTH STREET (OREGON STATE HIGHWAY 66) FROM
 NY0348'THE POST OFFICE AT KLAMATH FALLS, THENCE 2.5 MILES SOUTH ALONG SUMMERS
 NY0348'LANE, AT THE KLAMATH FALLS MUNICIPAL AIRPORT, 0.7 MILE NORTHEAST OF
 NY0348'THE CONTROL TOWER, ABOUT 100 YARDS EAST OF THE OLD HANGAR BUILDING, AT
 NY0348'THE BOTTOM OF THE CENTER OF THE BEACON TOWER, AND SET IN THE TOP OF A
 NY0348'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 NY0348
 NY0348                          STATION RECOVERY (1960)
 NY0348
 NY0348'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCS)
 NY0348'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED, EXCEPT OLD
 NY0348'HANGAR BUILDING REFERRED TO, HAS BEEN TORN DOWN.
 NY0348'
 NY0348'RM NO. 1 RECOVERED IN GOOD CONDITION AS DESCRIBED.
 NY0348'
 NY0348'RM NO. 2 RECOVERED IN GOOD CONDITION AS DESCRIBED.
 NY0348
 NY0348                          STATION RECOVERY (1968)
 NY0348
 NY0348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 NY0348'RECOVERED IN GOOD CONDITION.
 NY0348
 NY0348                          STATION RECOVERY (1977)
 NY0348
 NY0348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (TGR)
 NY0348'STATION MARK, RM 2 RECOVERED AS DESCRIBED.
 NY0348'
 NY0348'RM 1 DESTROYED DURING CONSTRUCTION.
 NY0348'
 NY0348'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NY0348'AT AIRPORT.
 NY0348
 NY0348                          STATION RECOVERY (1996)
 NY0348
 NY0348'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 NY0348'THE STATION IS LOCATED ABOUT 11 MILES (17.7 KM) NORTH OF THE OREGON -
 NY0348'CALIFORNIA STATE LINE, 5 MILES (8.0 KM) SOUTHEAST OF KLAMATH FALLS AND
 NY0348'3.5 MILES (5.6 KM) EAST OF US HIGHWAY 97 AT KINGSLEY FIELD AIRPORT,
 NY0348'BILL HANCOCK, OPERATIONS MANAGER, PHONE 541-883-5374  TO REACH THE
 NY0348'STATION FROM THE JUNCTION OF US HIGHWAY 97 AND STATE HIGHWAY 140
 NY0348'SOUTHWEST OF KLAMATH FALLS, PROCEED EAST ON STATE HIGHWAY 140 3.4
 NY0348'MILES (5.5 KM) TO ALTMONT DRIVE ON THE RIGHT, TURN RIGHT AND PROCEED
 NY0348'SOUTH ON ALTMONT DRIVE 0.7 MILES (1.1 KM) TO A ROAD ON THE LEFT
 NY0348'LEADING TO THE TOWER, TURN LEFT AND PROCEED EAST 0.1 MILES (0.2 KM) TO
 NY0348'A SECURITY GATE, OBTAIN PERMISSION, PASS THROUGH THE GATE AND PROCEED
 NY0348'EAST 0.1 MILES (0.2 KM) TO THE EAST EDGE OF THE RAMP, TURN LEFT AND
 NY0348'PROCEED NORTH 0.2 MILES (0.3 KM) TO THE NORTH END OF THE RAMP, TURN
 NY0348'RIGHT AND PROCEED 150 FT (45.7 M) EAST TO TAXIWAY D, TURN LEFT AND
 NY0348'PROCEED NORTH ON TAXIWAY D 0.05 MILES (0.08 KM) TO TAXIWAY C, TURN
 NY0348'RIGHT AND PROCEED NORTHEAST ON TAXIWAY C 0.05 MILES (0.08 KM) TO THE
 NY0348'NORTH END OF RUNWAY 14-32, PROCEED EAST ACROSS THE RUNWAY 0.15 MILES
 NY0348'(0.24 KM) TO A SERVICE ROAD, TURN RIGHT AND FOLLOW SERVICE ROAD SOUTH
 NY0348'AND EAST 0.05 MILES (0.08 KM) TO THE STATION ON THE LEFT DIRECTLY
 NY0348'BENEATH THE BEACON TOWER  THE STATION IS A STANDARD US COAST AND
 NY0348'GEODETIC SURVEY TRIANGULATION STATION DISK SET IN THE TOP OF A SQUARE
 NY0348'CONCRETE MONUMENT, PROJECTING APPROXIMATELY 10 CM ABOVE THE GROUND.
 NY0348'THE STATION IS LOCATED 17.4 M (57.1 FT) NORTH OF THE CENTERLINE OF THE
 NY0348'SERVICE ROAD, 14.9 M (48.9 FT) WEST OF THE CENTERLINE OF A DIRT TRACK
 NY0348'LEADING TO THE CROP-DUSTER HANGAR, 2.3 M (7.5 FT) NORTHEAST OF THE
 NY0348'SOUTHWEST BASE OF THE TOWER, 1.9 M (6.2 FT) SOUTHEAST OF THE NORTHWEST
 NY0348'BASE OF THE TOWER AND 45.5 M (149.3 FT) NORTH OF THE NORTHEAST CORNER
 NY0348'OF A SHED  REFERENCE MONUMENT RM 2 WAS ALSO RECOVERED IN GOOD
 NY0348'CONDITION AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD4000 ***********************************************************************
 RD4000  DESIGNATION -  AIRPORT
 RD4000  PID         -  RD4000
 RD4000  STATE/COUNTY-  OR/COLUMBIA
 RD4000  USGS QUAD   -  ST HELENS (1990)
 RD4000
 RD4000                         *CURRENT SURVEY CONTROL
 RD4000  ___________________________________________________________________
 RD4000* NAD 83(2007)-  45 46 15.02108(N)    122 51 37.48609(W)     ADJUSTED  
 RD4000* NAVD 88     -        13.4    (meters)      44.     (feet)  GPS OBS   
 RD4000  ___________________________________________________________________
 RD4000  EPOCH DATE  -        2007.00
 RD4000  X           -  -2,418,125.678 (meters)                     COMP
 RD4000  Y           -  -3,743,522.066 (meters)                     COMP
 RD4000  Z           -   4,547,510.773 (meters)                     COMP
 RD4000  LAPLACE CORR-          -4.41  (seconds)                    DEFLEC99
 RD4000  ELLIP HEIGHT-          -9.101 (meters)          (02/10/07) ADJUSTED
 RD4000  GEOID HEIGHT-         -22.50  (meters)                     GEOID03
 RD4000
 RD4000  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 RD4000  Type    PID    Designation                      North   East  Ellip
 RD4000  -------------------------------------------------------------------
 RD4000  NETWORK RD4000 AIRPORT                           0.53   0.37   1.47
 RD4000  -------------------------------------------------------------------
 RD4000
 RD4000.This mark is at Scappoose Industrial Airpark  (1S4)
 RD4000
 RD4000.The horizontal coordinates were established by GPS observations
 RD4000.and adjusted by the National Geodetic Survey in February 2007.
 RD4000
 RD4000.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 RD4000.See www.ngs.noaa.gov/NationalReadjustment for more information.
 RD4000.The horizontal coordinates are valid at the epoch date displayed above.
 RD4000.The epoch date for horizontal control is a decimal equivalence
 RD4000.of Year/Month/Day.
 RD4000
 RD4000.The orthometric height was determined by GPS observations and a
 RD4000.high-resolution geoid model.
 RD4000
 RD4000.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RD4000
 RD4000.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD4000
 RD4000.The ellipsoidal height was determined by GPS observations
 RD4000.and is referenced to NAD 83.
 RD4000
 RD4000.The geoid height was determined by GEOID03.
 RD4000
 RD4000;                    North         East     Units Scale Factor Converg.
 RD4000;SPC OR N     -   236,506.098 2,316,436.605   MT  0.99994981   -1 40 26.3
 RD4000;SPC OR N     -   775,938.64  7,599,857.63   iFT  0.99994981   -1 40 26.3
 RD4000;SPC WA S     -    51,376.275   316,425.966   MT  1.00001475   -1 42 52.5
 RD4000;SPC WA S     -   168,557.00  1,038,140.86   sFT  1.00001475   -1 42 52.5
 RD4000;UTM  10      - 5,068,596.140   510,853.093   MT  0.99960145   +0 06 00.1
 RD4000
 RD4000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD4000!SPC OR N     -   1.00000143  x   0.99994981  =   0.99995124
 RD4000!SPC WA S     -   1.00000143  x   1.00001475  =   1.00001618
 RD4000!UTM  10      -   1.00000143  x   0.99960145  =   0.99960288
 RD4000
 RD4000:                Primary Azimuth Mark                     Grid Az
 RD4000:SPC OR N     -  ST HELENS TALL STACK                     029 21 16.3
 RD4000:SPC WA S     -  ST HELENS TALL STACK                     029 23 42.5
 RD4000:UTM  10      -  ST HELENS TALL STACK                     027 34 49.9
 RD4000
 RD4000|---------------------------------------------------------------------|
 RD4000| PID    Reference Object                     Distance      Geod. Az  |
 RD4000|                                                           dddmmss.s |
 RD4000| RD3918 ST HELENS TALL STACK                APPROX. 9.6 KM 0274050.0 |
 RD4000| CE2248 AIRPORT RM 1                         16.950 METERS 16857     |
 RD4000| AD9189 1S4 C                                90.258 METERS 34156     |
 RD4000| CE2249 AIRPORT RM 2                         16.956 METERS 34856     |
 RD4000|---------------------------------------------------------------------|
 RD4000
 RD4000                          SUPERSEDED SURVEY CONTROL
 RD4000
 RD4000  NAD 83(1998)-  45 46 15.01835(N)    122 51 37.48687(W) AD(       ) 3
 RD4000  ELLIP H (10/15/01)   -9.104  (m)                       GP(       ) 4 1
 RD4000  NAD 83(1991)-  45 46 15.01795(N)    122 51 37.48807(W) AD(       ) 3
 RD4000  ELLIP H (06/09/98)   -9.082  (m)                       GP(       ) 4 1
 RD4000  NAD 83(1991)-  45 46 15.01205(N)    122 51 37.48964(W) AD(       ) 3
 RD4000  NAD 83(1986)-  45 46 15.03185(N)    122 51 37.48902(W) AD(       ) 3
 RD4000  NAD 27      -  45 46 15.61800(N)    122 51 33.11100(W) AD(       ) 3
 RD4000
 RD4000.Superseded values are not recommended for survey control.
 RD4000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4000.See file dsdata.txt to determine how the superseded data were derived.
 RD4000
 RD4000_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1085368596(NAD 83)
 RD4000_MARKER: DT = TOPOGRAPHIC STATION DISK
 RD4000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD4000_STAMPING: AIRPORT 1946
 RD4000_MARK LOGO: CGS   
 RD4000_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD4000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD4000+STABILITY: SURFACE MOTION
 RD4000_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD4000+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2006
 RD4000
 RD4000  HISTORY     - Date     Condition        Report By
 RD4000  HISTORY     - 1946     MONUMENTED       CGS
 RD4000  HISTORY     - 19460615 GOOD             NGS
 RD4000  HISTORY     - 1961     SEE DESCRIPTION  CGS
 RD4000  HISTORY     - 1968     SEE DESCRIPTION  CGS
 RD4000  HISTORY     - 1986     GOOD             NGS
 RD4000  HISTORY     - 19960823 GOOD             CHANCE
 RD4000  HISTORY     - 19970922 GOOD             NGS
 RD4000  HISTORY     - 20040809 GOOD             USPSQD
 RD4000  HISTORY     - 20060807 GOOD             USPSQD
 RD4000
 RD4000                          STATION DESCRIPTION
 RD4000
 RD4000'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAE)
 RD4000'STATION IS LOCATED 1.6 MILES NE OF SCAPPOOSE ON THE E BOUNDARY
 RD4000'OF THE COLUMBIA COUNTY AIRPORT.
 RD4000'
 RD4000'TO REACH THE STATION FROM THE RAILROAD DEPOT IN THE TOWN OF
 RD4000'SCAPPOOSE, PROCEED E ON HONEYMAN ROAD ACROSS THE RAILROAD
 RD4000'TRACKS FOR 0.25 MILE TO THE INTERSECTION OF HONEYMAN ROAD AND
 RD4000'WEST LANE.  PROCEED N ON WEST LANE 1.2 MILES TO THE
 RD4000'INTERSECTION OF WEST LANE AND DIKE ROAD, TURN N AND E ALONG
 RD4000'DIKE ROAD 0.1 MILE AND THEN RIGHT INTO THE COLUMBIA COUNTY
 RD4000'AIRPORT.  FROM THE AIRPORT HANGAR PROCEED S AND E ACROSS THE
 RD4000'LANDING STRIP, 0.4 MILE TO A N AND S FENCE AT THE E BOUNDARY
 RD4000'OF THE AIRPORT AND THE STATION.  IT IS 1,732 FEET FROM THE NE
 RD4000'CORNER OF THE HANGAR, 1,340 FEET FROM THE SE CORNER OF THE
 RD4000'STRIP, 258 FEET FROM THE E EDGE OF THE STRIP, AND 1,642
 RD4000'FEET S OF THE INTERSECTION OF THE AIRPORT BOUNDARY FENCE
 RD4000'WITH A FIELD FENCE RUNNING NW AND SE.  IT IS A BRONZE
 RD4000'STATION DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 RD4000'INCHES ABOVE THE GROUND AND 0.5 FEET W OF THE FENCE.
 RD4000'
 RD4000'REFERENCE MARK 1 IS 258 FEET E OF THE AIRPORT LANDING STRIP,
 RD4000'0.5 FEET W OF THE AIRPORT BOUNDARY FENCE, AND S OF THE
 RD4000'STATION.  IT IS A BRONZE REFERENCE DISK SET IN THE TOP OF A
 RD4000'CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND.
 RD4000'
 RD4000'REFERENCE MARK 2 IS 258 FEET E OF THE LANDING STRIP, 0.5
 RD4000'FEET W OF THE AIRPORT BOUNDARY FENCE, AND N OF THE STATION.  IT
 RD4000'IS A BRONZE REFERENCE DISK SET IN THE TOP OF A CONCRETE POST
 RD4000'PROJECTING 4 INCHES ABOVE THE GROUND.  ST. HELENS TALL STACK,
 RD4000'1937, IS VISIBLE FROM THE GROUND AT THE STATION.
 RD4000
 RD4000                          STATION RECOVERY (1946)
 RD4000
 RD4000'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 RD4000'THE STATION IS LOCATED AT THE SCAPPOOSE INDUSTRIAL AIRPARK NEAR
 RD4000'MID-FIELD ALONG THE EAST BOUNDARY FENCE LINE.  IT IS 289.8 FT (88.3 M)
 RD4000'EAST OF THE EAST EDGE OF THE RUNWAY, 188.7 FT (57.5 M) SOUTH OF THE
 RD4000'SOUTH 1 OF 2 7 FOOT (2.1 M) HIGH WOODEN FENCE LINE BRACE POSTS, 16.5
 RD4000'FT (5.0 M) SOUTH OF THE EXTENDED CENTERLINE OF A TAXIWAY LEADING WEST
 RD4000'FROM THE RUNWAY, 1 FOOT (0.3 M) WEST OF THE BARB WIRE FENCE AND 1 FOOT
 RD4000'(0.3 M) SOUTH OF A METAL WITNESS POST.  THE STATION IS A CGS
 RD4000'TRIANGULATION STATION DISK SET IN THE TOP OF A CONCRETE POST 0.2 FT
 RD4000'(6.1 CM) BELOW THE GROUND AND STAMPED---AIRPORT 1946---.
 RD4000
 RD4000                          STATION RECOVERY (1961)
 RD4000
 RD4000'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (FN)
 RD4000'THE ORIGINAL DESCRIPTION AND THE INDEX PLACE THIS STATION IN
 RD4000'MULTNOMAH COUNTY.  IT IS ABOUT 3.6 MILE NORTH OF THE
 RD4000'COLUMBIA-MULTNOMAH COUNTY LINE.  LOCATED 1.6 MILES NORTHEAST
 RD4000'OF SCAPPOOSE, AND NEAR THE EAST BOUNDARY OF THE COLUMBIA
 RD4000'COUNTY AIRPORT.
 RD4000'
 RD4000'REACHED FROM THE SPOKANE, PORTLAND AND SEATTLE RAILROAD DEPOT
 RD4000'AT SCAPPOOSE GO EAST ON HONEYMAN ROAD FOR 0.25 MILE THEN TURN
 RD4000'LEFT ON WEST LANE ROAD, GO NORTH FOR 1.2 MILES TO THE Y
 RD4000'JUNCTION WITH DIKE ROAD, KEEP RIGHT ON DIKE ROAD, GO 0.15 MILE
 RD4000'TO THE ENTRANCE TO COLUMBIA COUNTY AIRPORT.  FROM THE AIRPORT
 RD4000'HANGAR GO SOUTHEAST ACROSS THE LANDING STRIP FOR 0.4 MILE TO
 RD4000'THE NORTH-SOUTH FENCE THAT IS ON THE EAST SIDE OF THE LANDING
 RD4000'FIELD.  STATION IS 1,640 FEET SOUTH OF A T FENCE CORNER, 1
 RD4000'FOOT WEST OF THE EAST BOUNDARY FENCE, AND 0.5 FOOT SOUTH OF A
 RD4000'METAL WITNESS POST.
 RD4000
 RD4000                          STATION RECOVERY (1968)
 RD4000
 RD4000'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (NET)
 RD4000'THE STATION MARK, STAMPED AIRPORT 1946, REFERENCE MARK NO. 1,
 RD4000'STAMPED AIRPORT RM 1 1946 AND REFERENCE MARK NO. 2, STAMPED
 RD4000'AIRPORT RM 2 1946 WERE RECOVERED AS DESCRIBED.  A METAL WITNESS
 RD4000'POST WAS PLACED 1 FOOT NORTH OF THE STATION MARK.  THE TO REACH
 RD4000'IS ADEQUATE FOR RECOVERY.
 RD4000
 RD4000                          STATION RECOVERY (1986)
 RD4000
 RD4000'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (APF)
 RD4000'RECOVERED IN GOOD CONDITION.
 RD4000
 RD4000                          STATION RECOVERY (1996)
 RD4000
 RD4000'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 RD4000'THE STATION IS LOCATED ABOUT 7 MILES (11.3 KM) SOUTH-SOUTHWEST OF ST
 RD4000'HELENS, 1.5 MILES (2.4 KM) NORTHEAST OF SCAPPOOSE AND 0.75 MILES (1.21
 RD4000'KM) EAST OF US HIGHWAY 30 AT THE SCAPPOOSE INDUSTRIAL AIRPORT, SHIRLEY
 RD4000'PARSONS - OPERATIONS MANAGER, PHONE 503-397-2888  TO REACH THE STATION
 RD4000'FROM THE JUNCTION OF US HIGHWAY 30 AND E COLUMBIA AVENUE IN SCAPPOOSE,
 RD4000'PROCEED EAST 0.25 MILES (0.40 KM) ON E COLUMBIA AVENUE TO WEST LANE
 RD4000'ROAD ON THE LEFT, TURN LEFT AND PROCEED NORTH 1.2 MILES (1.9 KM) TO
 RD4000'HONEYMAN ROAD, TURN RIGHT AND PROCEED EAST AND NORTH ON HONEYMAN ROAD
 RD4000'0.4 MILES (0.6 KM) TO MOORE ROAD ON THE RIGHT.  TURN RIGHT AND PROCEED
 RD4000'EAST ON MOORE RD 0.25 MILES (0.40 KM) TO THE AIRPORT ENTRANCE ON THE
 RD4000'RIGHT, TURN RIGHT AND PROCEED SOUTH AND WEST ON THE ENTRANCE DRIVE
 RD4000'0.15 MILES (0.24 KM) TO THE ENTRANCE FOR TRANSWESTERN AVIATION ON THE
 RD4000'RIGHT, TURN RIGHT AND PROCEED NORTH AND WEST THROUGH THE PARKING LOT
 RD4000'0.05 MILES (0.08 KM) TO THE RAMP, CONTINUE WEST ON THE RAMP 0.05 MILES
 RD4000'(0.08 KM) TO TAXIWAY A, TURN LEFT AND PROCEED SOUTH 0.35 MILES (0.56
 RD4000'KM) TO THE SOUTH END OF THE TAXIWAY, CONTINUE SOUTH ALONG THE FENCE
 RD4000'0.1 MILES (0.2 KM) TO THE STATION ON THE LEFT, SET IN THE PERIMETER
 RD4000'FENCE LINE  THE STATION IS A STANDARD US COAST ANG GEODETIC SURVEY
 RD4000'TRIANGULATION STATION DISK SET IN THE TOP OF A 5 INCH SQUARE CONCRETE
 RD4000'POST, SET FLUSH WITH THE SURFACE.  THE STATION IS LOCATED 88.1 M
 RD4000'(289.0 FT) EAST OF THE EAST EDGE OF THE RUNWAY, 0.3 M (1.0 FT)
 RD4000'SOUTHWEST OF A WITNESS POST SET IN THE PERIMETER FENCE, 58.0 M (190.3
 RD4000'FT) SOUTHEAST OF THE SOUTHERN POST OF A WOODEN FENCE BRACE, 5.2 M
 RD4000'(17.1 FT) SOUTHEAST OF THE PROJECTED CENTERLINE OF TAXIWAY B5 AND 95.2
 RD4000'M (312.3 FT) NORTHEAST OF THE 1ST RUNWAY LIGHT SOUTH OF TAXIWAY B5
 RD4000
 RD4000                          STATION RECOVERY (1997)
 RD4000
 RD4000'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 RD4000'RECOVERED AS DESCRIBED.
 RD4000
 RD4000                          STATION RECOVERY (2004)
 RD4000
 RD4000'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 RD4000'RECOVERED IN GOOD CONDITION.
 RD4000
 RD4000                          STATION RECOVERY (2006)
 RD4000
 RD4000'RECOVERY NOTE BY US POWER SQUADRON 2006
 RD4000'RECIVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB1363 ***********************************************************************
 QB1363  FBN         -  This is a Federal Base Network Control Station.
 QB1363  PACS        -  This is a Primary Airport Control Station.
 QB1363  DESIGNATION -  AIRPORT
 QB1363  PID         -  QB1363
 QB1363  STATE/COUNTY-  OR/BAKER
 QB1363  USGS QUAD   -  BAKER CITY (1994)
 QB1363
 QB1363                         *CURRENT SURVEY CONTROL
 QB1363  ___________________________________________________________________
 QB1363* NAD 83(2007)-  44 49 57.80936(N)    117 48 54.56244(W)     ADJUSTED  
 QB1363* NAVD 88     -      1028.01   (meters)    3372.7    (feet)  GPS OBS   
 QB1363  ___________________________________________________________________
 QB1363  EPOCH DATE  -        2007.00
 QB1363  X           -  -2,114,460.138 (meters)                     COMP
 QB1363  Y           -  -4,007,860.360 (meters)                     COMP
 QB1363  Z           -   4,474,897.277 (meters)                     COMP
 QB1363  LAPLACE CORR-           2.23  (seconds)                    DEFLEC99
 QB1363  ELLIP HEIGHT-        1010.820 (meters)          (02/10/07) ADJUSTED
 QB1363  GEOID HEIGHT-         -17.12  (meters)                     GEOID03
 QB1363
 QB1363  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 QB1363  Type    PID    Designation                      North   East  Ellip
 QB1363  -------------------------------------------------------------------
 QB1363  NETWORK QB1363 AIRPORT                           0.41   0.33   1.04
 QB1363  -------------------------------------------------------------------
 QB1363
 QB1363.This mark is at Baker City Municipal Airport (BKE)
 QB1363
 QB1363.The horizontal coordinates were established by GPS observations
 QB1363.and adjusted by the National Geodetic Survey in February 2007.
 QB1363
 QB1363.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 QB1363.See www.ngs.noaa.gov/NationalReadjustment for more information.
 QB1363.The horizontal coordinates are valid at the epoch date displayed above.
 QB1363.The epoch date for horizontal control is a decimal equivalence
 QB1363.of Year/Month/Day.
 QB1363
 QB1363.The orthometric height was determined by GPS observations and a
 QB1363.high-resolution geoid model.
 QB1363
 QB1363.GPS derived orthometric heights for airport stations designated as
 QB1363.PACS or SACS are published to 2 decimal places.  This maintains
 QB1363.centimeter relative accuracy between the PACS and SACS.  It does
 QB1363.not indicate centimeter accuracy relative to other marks which are
 QB1363.part of the NAVD 88 network.
 QB1363
 QB1363.Photographs are available for this station.
 QB1363
 QB1363.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QB1363
 QB1363.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB1363
 QB1363.The ellipsoidal height was determined by GPS observations
 QB1363.and is referenced to NAD 83.
 QB1363
 QB1363.The geoid height was determined by GEOID03.
 QB1363
 QB1363;                    North         East     Units Scale Factor Converg.
 QB1363;SPC OR N     -   133,101.130 2,712,248.661   MT  0.99991168   +1 54 14.6
 QB1363;SPC OR N     -   436,683.50  8,898,453.61   iFT  0.99991168   +1 54 14.6
 QB1363;UTM  11      - 4,964,691.689   435,566.541   MT  0.99965105   -0 34 29.1
 QB1363
 QB1363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QB1363!SPC OR N     -   0.99984154  x   0.99991168  =   0.99975323
 QB1363!UTM  11      -   0.99984154  x   0.99965105  =   0.99949264
 QB1363
 QB1363:                Primary Azimuth Mark                     Grid Az
 QB1363:SPC OR N     -  MAGPIE                                   001 11 08.4
 QB1363:UTM  11      -  MAGPIE                                   003 39 52.1
 QB1363
 QB1363|---------------------------------------------------------------------|
 QB1363| PID    Reference Object                     Distance      Geod. Az  |
 QB1363|                                                           dddmmss.s |
 QB1363| QB1254 MAGPIE                              APPROX.12.2 KM 0030523.0 |
 QB1363| QB0911 X 483                                20.582 METERS 05507     |
 QB1363| CD5770 AIRPORT AZ MK                                      0894239.5 |
 QB1363| QB1249 LONE PINE                           APPROX.10.7 KM 1454700.8 |
 QB1363| QB1256 BM                                   15.422 METERS 14827     |
 QB1363|---------------------------------------------------------------------|
 QB1363
 QB1363                          SUPERSEDED SURVEY CONTROL
 QB1363
 QB1363  NAD 83(1998)-  44 49 57.80857(N)    117 48 54.56190(W) AD(       ) B
 QB1363  ELLIP H (07/02/97) 1010.828  (m)                       GP(       ) 3 1
 QB1363  NAD 83(1991)-  44 49 57.80718(N)    117 48 54.56010(W) AD(       ) B
 QB1363  ELLIP H (02/25/91) 1010.910  (m)                       GP(       ) 4 1
 QB1363  NAD 83(1986)-  44 49 57.81019(N)    117 48 54.54226(W) AD(       ) 1
 QB1363  NAD 27      -  44 49 58.27000(N)    117 48 50.75200(W) AD(       ) 1
 QB1363  NGVD 29 (02/25/91) 1027.0    (m)         3369.     (f) GPS OBS     3  
 QB1363
 QB1363.Superseded values are not recommended for survey control.
 QB1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB1363.See file dsdata.txt to determine how the superseded data were derived.
 QB1363
 QB1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK3556764692(NAD 83)
 QB1363_MARKER: DS = TRIANGULATION STATION DISK
 QB1363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB1363_SP_SET: CONCRETE MONUMENT
 QB1363_STAMPING: AIRPORT 1946
 QB1363_MARK LOGO: CGS   
 QB1363_MAGNETIC: N = NO MAGNETIC MATERIAL
 QB1363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB1363+STABILITY: SURFACE MOTION
 QB1363_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QB1363+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2007
 QB1363
 QB1363  HISTORY     - Date     Condition        Report By
 QB1363  HISTORY     - 1946     MONUMENTED       CGS
 QB1363  HISTORY     - 1946     GOOD             CGS
 QB1363  HISTORY     - 1977     SEE DESCRIPTION  NGS
 QB1363  HISTORY     - 19890614 GOOD             NGS
 QB1363  HISTORY     - 19891205 GOOD             NGS
 QB1363  HISTORY     - 19960912 GOOD             CHANCE
 QB1363  HISTORY     - 19971027 GOOD             NGS
 QB1363  HISTORY     - 19980424 GOOD             USFS
 QB1363  HISTORY     - 19990726 GOOD             NGS
 QB1363  HISTORY     - 20070721 GOOD             NGS
 QB1363
 QB1363                          STATION DESCRIPTION
 QB1363
 QB1363'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 QB1363'STATION IS LOCATED 4 MILES NORTH OF BAKER AT THE BAKER
 QB1363'AIRPORT.  STATION MARK IS 51 FEET EAST OF THE CENTERLINE OF
 QB1363'HIGHWAY NO 203, 72 FEET SOUTHWEST OF THE CENTER OF BEACON TOWER, 45
 QB1363'FEET NORTH-NORTHWEST OF THE CATTLE GUARD AT THE ENTRANCE TO
 QB1363'AIRPORT.  MARK IS A BRONZE DISK STAMPED--AIRPORT 1946 AND SET IN
 QB1363'A CONCRETE CYLINDER FLUSH WITH GROUND.
 QB1363'
 QB1363'REFERENCE MARK NO. 1 IS A U.S.G. AND G.S. BENCH MARK STAMPED--X
 QB1363'483, SET IN THE NORTHWEST CORNER OF THE CONCRETE BASE OF THE BEACON
 QB1363'TOWER AT THE SAME ELEVATION AS THE STATION MARK.
 QB1363'
 QB1363'REFERENCE MARK NO. 2 IS A U.S.C. AND G.S. AND STATE SURVEY BENCH
 QB1363'MARK, SET IN A CONCRETE BLOCK 10 INCHES BELOW GROUND LEVEL, 4 FEET
 QB1363'WEST OF CATTLE GUARD, 18 INCHES WEST OF A WHITE REFERENCE POST,
 QB1363'AND IS 1 FOOT LOWER THAN THE STATION MARK.
 QB1363'
 QB1363'THE AZIMUTH MARK IS 25 FEET SOUTH OF CENTER OF LONE ROAD EAST OF
 QB1363'STATION, 3 FEET NORTH OF EDGE OF DRAIN DITCH, A BRONZE DISK SET IN
 QB1363'A CONCRETE BLOCK WHICH PROJECTS 2 INCHES AND STAMPED--AIRPORT 1946.
 QB1363
 QB1363                          STATION RECOVERY (1946)
 QB1363
 QB1363'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 QB1363'RECOVERED IN GOOD CONDITION.
 QB1363
 QB1363                          STATION RECOVERY (1977)
 QB1363
 QB1363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (DAH)
 QB1363'THE STATION MARK WAS RECOVERED AS DESCRIBED IN GOOD
 QB1363'CONDITION.  REFERENCE MARK 1, BM X 483, WAS RECOVERED AS DESCRIBED,
 QB1363'BUT THE CONCRETE IN WHICH IT IS SET APPEARS TO HAVE
 QB1363'CRACKED.  REFERENCE MARK 2 AND THE AZIMUTH MARK WERE SEARCHED FOR
 QB1363'BUT NOT RECOVERED AND ARE BELIEVED LOST.
 QB1363'
 QB1363'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QB1363'4 MILES NORTH OF BAKER.
 QB1363
 QB1363                          STATION RECOVERY (1989)
 QB1363
 QB1363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 QB1363'THE STATION AND REFERENCE MARK 1 WERE RECOVERED IN GOOD CONDITION.
 QB1363'TO REACH THE STATION FROM EXIT 302 (I 84) GO EAST .16 KM (0.10 MI) TO
 QB1363'MEDICAL SPRINGS ROAD, GO NORTH 3.4 KM (2.1 MI) AND PARALELL THE
 QB1363'FREEWAY TO AIRPORT JUNCTION, TURN RIGHT THEN LEFT INTO SW CORNER OF
 QB1363'AIRPORT PROPERTY AND STATION ON THE LEFT.
 QB1363'THE STATION IS 21.3 M (69.9 FT) NORTH OF AIRPORT ROAD, 17.1 M
 QB1363'(56.1 FT) EAST OF MEDICAL SPRINGS ROAD, 14.3 M (46.9 FT) NE OF A
 QB1363'FENCE CORNER, 6.3 M (20.7 FT) ESE OF A DOD WITNESS POST, 5.3 M
 QB1363'(17.4 FT) WEST OF A GRAVEL ROAD AND AT NE LEG OF AN OLD SIGN.  (WE
 QB1363'HAVE PERMISSION TO TAKE THE SIGN DOWN FOR GPS SURVEY.)
 QB1363
 QB1363                          STATION RECOVERY (1989)
 QB1363
 QB1363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 QB1363'THE STATION IS LOCATED ABOUT 6.4 KM (4.00 MI) NORTHEAST OF BAKER AT
 QB1363'THE BAKER MUNICIPIAL AIRPORT.  OWNERSHIP--BAKER MUNICIPAL AIRPORT.
 QB1363'TO REACH THE STATION FROM EXIT 302 OF INTERSTATE  84, NORTH OF BAKER,
 QB1363'GO EAST 0.16 KM (0.10 MI) TO MEDICAL SPRINGS ROAD.  TURN LEFT AND GO
 QB1363'NORTH FOR 3.4 KM (2.10 MI), PARALLELING THE INTERSTATE, TO T JUNCTION
 QB1363'WITH AIRPORT ROAD.  TURN RIGHT THEN LEFT PASSING THROUGH METAL GATE
 QB1363'INTO SOUTHWEST CORNER OF AIRPORT PROPERTY AND STATION ON THE LEFT.
 QB1363'LOCATED 21.3 M (69.9 FT) NORTH OF AIRPORT ROAD, 17.1 M (56.1 FT) EAST
 QB1363'OF MEDICAL SPRINGS ROAD, 14.3 M (46.9 FT) NORTHEAST OF A FENCE CORNER,
 QB1363'6.3 M (20.7 FT) EAST-SOUTHEAST OF A DOD WITNESS POST, 5.3 M (17.4 FT)
 QB1363'WEST OF A GRAVEL ROAD AND AT NORTHEAST LEG OF AN OLD SIGN.  (OBTAIN
 QB1363'PERMISSION TO TAKE THE SIGN DOWN FOR GPS SURVEY.)
 QB1363
 QB1363                          STATION RECOVERY (1996)
 QB1363
 QB1363'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 QB1363'THE STATION IS LOCATED ABOUT 36 MILES (57.9 KM) SOUTHEAST OF LAGRANDE,
 QB1363'15 MILES (24.1 KM) NORTHWEST OF PLEASANT VALLEY AND 4 MILES (6.4 KM)
 QB1363'NORTH OF BAKER CITY AT THE BAKER CITY MUNICIPAL AIRPORT, TIM COLLINS -
 QB1363'CITY MANAGER, PHONE 541-523-6541  TO REACH THE STATION FROM THE
 QB1363'JUNCTION OF INTERSTATE 84 AND STATE HIGHWAY 86 (EXIT 302 OFF OF I-84)
 QB1363'NORTH OF BAKER CITY, PROCEED EAST ON SH 86 0.15 MILES (0.24 KM) TO
 QB1363'MEDICAL SPRINGS HIGHWAY ON THE LEFT, TURN LEFT AND PROCEED NORTH ON
 QB1363'MEDICAL SPRINGS HIGHWAY 2.05 MILES (3.30 KM) TO SOUTH AIRPORT ROAD ON
 QB1363'THE RIGHT, AND THE STATION IN THE NORTHEAST QUADRANT OF THE
 QB1363'INTERSECTION INSIDE THE AIRPORT PROPERTY FENCE  THE STATION IS A
 QB1363'STANDARD US COAST AND GEODETIC SURVEY TRIANGULATION STATION DISK SET
 QB1363'IN THE TOP OF A ROUND CONCRETE MONUMENT, SET FLUSH WITH THE GROUND.
 QB1363'THE STATION IS LOCATED 21.4 M (70.2 FT) NORTH OF THE CENTERLINE OF
 QB1363'SOUTH AIRPORT ROAD, 17.15 M (56.27 FT) EAST OF THE CENTERLINE OF
 QB1363'MEDICAL SPRINGS HIGHWAY, 13.5 M (44.3 FT) NORTHWEST OF THE CENTERLINE
 QB1363'OF THE ACCESS GATE, 15.4 M (50.5 FT) NORTHWEST OF THE SURVEY BENCH
 QB1363'MARK MONUMENT E-307, 14.25 M (46.75 FT) NORTH OF THE AIRPORT PROPERTY
 QB1363'FENCE CORNER, 45.0 M (147.6 FT) SOUTH OF THE SOUTHWEST CORNER OF A
 QB1363'METAL HANGAR BLDG AND 6.3 M (20.7 FT) EAST OF A FENCE POST WITH A
 QB1363'SURVEY MARKER SIGN  THE STATION IS DESIGNATED AS A PRIMARY AIRPORT
 QB1363'CONTROL STATION (PACS) - OREGON ANA SURVEYS 1996
 QB1363
 QB1363                          STATION RECOVERY (1997)
 QB1363
 QB1363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 QB1363'RECOVERED AS DESCRIBED.
 QB1363
 QB1363                          STATION RECOVERY (1998)
 QB1363
 QB1363'RECOVERY NOTE BY US FOREST SERVICE 1998 (ROG)
 QB1363'THE STATION IS LOCATED ABOUT 57.9 KM (35.95 MI) SOUTHEAST OF LA GRANDE
 QB1363'24.1 KM (14.95 MI) NORTHWEST OF PLEASANT VALLEY, 6.4 KM (3.95 MI)
 QB1363'NORTH OF BAKER CITY, AT THE BAKER CITY MUNICIPAL AIRPORT.
 QB1363'OWNERSHIP--BAKER CITY MUNICIPAL AIRPORT, CITY ATTORNEY TIM COLLINS,
 QB1363'PHONE 541-523-6541.  TO REACH THE STATION FROM THE JUNCTION OF
 QB1363'INTERSTATE HIGHWAY 84 AND STATE HIGHWAY 86 (EXIT 302) NORTH OF BAKER
 QB1363'CITY, GO EAST ON HIGHWAY 86 FOR 0.15 MILES (0.24 KM) TO MEDICAL
 QB1363'SPRINGS HIGHWAY ON THE LEFT, TURN LEFT, NORTH, ON MEDICAL SPRINGS
 QB1363'HIGHWAY FOR 2.05 MILES (3.30 KM) TO SOUTH AIRPORT LANE ON THE RIGHT
 QB1363'AND THE STATION IN THE NORTHEAST QUADRANT OF THE INTERSECTION INSIDE
 QB1363'THE AIRPORT PROPERTY FENCE.  THE STATION IS A STANDARD DISK SET IN THE
 QB1363'TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 21.4 M
 QB1363'(70.2 FT) NORTH OF THE CENTER OF SOUTH AIRPORT LANE, 17.15 M (56.27
 QB1363'FT) EAST OF THE CENTER OF MEDICAL SPRINGS HIGHWAY, 13.5 M (44.3 FT)
 QB1363'NORTHWEST OF THE CENTER OF THE ACCESS GATE, 15.4 M (50.5 FT) NORTHWEST
 QB1363'OF THE SURVEY BENCH MARK MONUMENT E-307, 14.25 M (46.75 FT) NORTH OF
 QB1363'THE AIRPORT PROPERTY FENCE CORNER, 45.0 M (147.6 FT) SOUTH OF THE
 QB1363'SOUTHWEST CORNER OF A METAL HANGAR BUILDING, AND 6.3 M (20.7 FT) EAST
 QB1363'OF A FENCE POST WITH A SURVEY MARKER SIGN.
 QB1363
 QB1363                          STATION RECOVERY (1999)
 QB1363
 QB1363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 QB1363'RECOVERED AS DESCRIBED.
 QB1363
 QB1363                          STATION RECOVERY (2007)
 QB1363
 QB1363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2007 (DW)
 QB1363'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2613 ***********************************************************************
 QE2613  DESIGNATION -  AIRPORT
 QE2613  PID         -  QE2613
 QE2613  STATE/COUNTY-  OR/MARION
 QE2613  USGS QUAD   -  SALEM WEST (1986)
 QE2613
 QE2613                         *CURRENT SURVEY CONTROL
 QE2613  ___________________________________________________________________
 QE2613* NAD 83(1991)-  44 54 51.16928(N)    123 00 34.93466(W)     ADJUSTED  
 QE2613* NAVD 88     -        71.4    (meters)     234.     (feet)  VERTCON   
 QE2613  ___________________________________________________________________
 QE2613  LAPLACE CORR-          -3.66  (seconds)                    DEFLEC99
 QE2613  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 QE2613  HORZ ORDER  -  SECOND
 QE2613
 QE2613.This mark is at Mcnary Field Airport (SLE)
 QE2613
 QE2613.The horizontal coordinates were established by classical geodetic methods
 QE2613.and adjusted by the National Geodetic Survey in October 1991.
 QE2613
 QE2613.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE2613.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE2613
 QE2613.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2613
 QE2613.The geoid height was determined by GEOID03.
 QE2613
 QE2613;                    North         East     Units Scale Factor Converg.
 QE2613;SPC OR N     -   141,706.615 2,301,873.530   MT  0.99990440   -1 46 47.4
 QE2613;SPC OR N     -   464,916.72  7,552,078.51   iFT  0.99990440   -1 46 47.4
 QE2613;UTM  10      - 4,973,420.746   499,234.030   MT  0.99960001   -0 00 24.7
 QE2613
 QE2613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2613!SPC OR N     -   0.99999239  x   0.99990440  =   0.99989679
 QE2613!UTM  10      -   0.99999239  x   0.99960001  =   0.99959241
 QE2613
 QE2613:                Primary Azimuth Mark                     Grid Az
 QE2613:SPC OR N     -  SALEM ORE ST HOSP FLAGPOLE               009 32 36.8
 QE2613:UTM  10      -  SALEM ORE ST HOSP FLAGPOLE               007 46 14.1
 QE2613
 QE2613|---------------------------------------------------------------------|
 QE2613| PID    Reference Object                     Distance      Geod. Az  |
 QE2613|                                                           dddmmss.s |
 QE2613| QE1869 SALEM ORE ST HOSP FLAGPOLE          APPROX. 2.8 KM 0074549.4 |
 QE2613| QE1863 SALEM ORE ST HOSP WATER TANK        APPROX. 2.8 KM 0125020.6 |
 QE2613| QE1859 SALEM ORE ST HOSP STACK             APPROX. 2.8 KM 0130312.3 |
 QE2613| QE1858 SALEM ORE ST HOSP STANDPIPE         APPROX. 2.8 KM 0133744.3 |
 QE2613| QE1846 SALEM RAD STA KGAY MAST             APPROX. 5.0 KM 0221434.2 |
 QE2613| QE1840 AIRPORT RM 3                        APPROX. 1.5 KM 0821623.3 |
 QE2613| CD9509 AIRPORT RM 1                          3.857 METERS 09341     |
 QE2613| QE1830 SALEM AIRPORT BEACON 160            APPROX. 0.8 KM 0991649.2 |
 QE2613| QE1835 SALEM PRIGG COTTAGE FARMS TANK      APPROX. 4.6 KM 1235404.7 |
 QE2613| QE1883 SALEM HILLCREST SCH TANK            APPROX. 2.3 KM 1790336.7 |
 QE2613| QE1882 SALEM FAIRVIEW HOSP STANDPIPE       APPROX. 2.5 KM 2004000.2 |
 QE2613| QE1885 SALEM FAIRVIEW HOSP TANK            APPROX. 1.9 KM 2015953.7 |
 QE2613| QE1965 SALEM SOU PAC RR MICROWAVE          APPROX.11.0 KM 2331441.3 |
 QE2613| QE1961 SALEM TV STA KVDO MAST              APPROX.11.3 KM 2332434.6 |
 QE2613| QE1890 DOWNS                               APPROX. 3.9 KM 2624141.3 |
 QE2613| QE1901 SALEM BPA MICROWAVE                 APPROX. 6.8 KM 2923410.1 |
 QE2613| QE1908 SALEM RAD STA KSLM MAST             APPROX. 5.8 KM 3010101.8 |
 QE2613| QE1909 SALEM LOWEN ST TANK                 APPROX. 5.9 KM 3024416.1 |
 QE2613| CD9510 AIRPORT RM 2                          3.966 METERS 31901     |
 QE2613| QE1940 SALEM FIRST METH CH SP              APPROX. 3.4 KM 3233146.6 |
 QE2613| QE1921 SALEM RAD STA KBZY MAST             APPROX. 5.0 KM 3241328.7 |
 QE2613| QE1870 SALEM CITY HALL METAL POLE          APPROX. 3.7 KM 3251643.9 |
 QE2613| QE1939 SALEM ST CAPITOL STATUE             APPROX. 3.2 KM 3284604.6 |
 QE2613| QE1862 SALEM STATE HEATING PLANT STK       APPROX. 2.8 KM 3291214.5 |
 QE2613| QE1897 SALEM T KAY WOOLEN MILLS TANK       APPROX. 2.7 KM 3292700.6 |
 QE2613|---------------------------------------------------------------------|
 QE2613
 QE2613                          SUPERSEDED SURVEY CONTROL
 QE2613
 QE2613  NAD 83(1986)-  44 54 51.19298(N)    123 00 34.95046(W) AD(       ) 2
 QE2613  NAD 27      -  44 54 51.76033(N)    123 00 30.60806(W) AD(       ) 2
 QE2613  NGVD 29 (07/19/86)   70.4    (m)          231.     (f) VERT ANG    3  
 QE2613
 QE2613.Superseded values are not recommended for survey control.
 QE2613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2613.See file dsdata.txt to determine how the superseded data were derived.
 QE2613
 QE2613_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ9923473421(NAD 83)
 QE2613_MARKER: DH = HORIZONTAL CONTROL DISK
 QE2613_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QE2613_SP_SET: AIRPORT FIRE TOWER
 QE2613_MARK LOGO: NGS   
 QE2613_MAGNETIC: N = NO MAGNETIC MATERIAL
 QE2613_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE2613
 QE2613  HISTORY     - Date     Condition        Report By
 QE2613  HISTORY     - 1972     MONUMENTED       NGS
 QE2613  HISTORY     - 1980     GOOD             NGS
 QE2613  HISTORY     - 19960826 GOOD             CHANCE
 QE2613
 QE2613                          STATION DESCRIPTION
 QE2613
 QE2613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LDF)
 QE2613'THE STATION IS LOCATED IN THE SOUTHWEST SECTION OF SALEM, ON THE
 QE2613'TOP OF THE FIRE DEPARTMENT TRAINING TOWER AT MC NARY FIELD.
 QE2613'
 QE2613'TO REACH FROM A POINT WHERE STATE HIGHWAY 22 PASSES OVER
 QE2613'INTERSTATE I 5, GO WEST ON STATE HIGHWAY 22 FOR 0.85 MILE TO A
 QE2613'CROSSROAD, HIGHWAY 22 TURNS RIGHT AT THIS POINT.  CONTINUE WEST
 QE2613'FOR 0.35 MILE TO A CROSSROAD, TURN LEFT ON 25 TH STREET SE AND GO
 QE2613'SOUTH FOR 0.65 MILE TO THE ENTRANCE TO THE FIRE STATION ON THE
 QE2613'LEFT, TURN LEFT FOR ABOUT 50 FEET, TURN LEFT AND GO NORTH ACROSS
 QE2613'A BLACK TOPPED AREA FOR 0.1 MILE TO THE TOWER AND THE STATION
 QE2613'ON THE ROOF OF THE TOWER.
 QE2613'
 QE2613'THE STATION MARK IS A STANDARD DISK STAMPED AIRPORT 1972.  IT
 QE2613'IS CEMENTED IN A DRILL HOLE IN THE APPROXIMATE CENTER OF THE
 QE2613'BUILDING AND IS FLUSH WITH THE CONCRETE SURFACE.  IT IS 13 FEET
 QE2613'WEST OF THE EAST EDGE OF THE BUILDING, 11 FEET SOUTH OF THE NORTH
 QE2613'EDGE OF THE BUILDING, 9 FEET EAST OF THE WEST EDGE OF THE
 QE2613'BUILDING AND 9 FEET NORTH OF THE SOUTH EDGE OF THE BUILDING.
 QE2613'
 QE2613'REFERENCE MARK 1, IS A STANDARD DISK STAMPED AIRPORT NO 1 1972.  IT
 QE2613'IS CEMENTED IN A DRILL HOLE ON THE EAST EDGE OF THE BUILDING, AND
 QE2613'IN THE CONCRETE RAIL OF THE ROOF.  IT IS 8 FEET NORTH OF THE SOUTH
 QE2613'EDGE OF THE BUILDING, 11.2 FEET SOUTH OF THE NORTH EDGE OF THE
 QE2613'BUILDING AND 0.4 FEET WEST OF THE EAST EDGE OF THE BUILDING.
 QE2613'
 QE2613'REFERENCE MARK 2, IS A STANDARD DISK STAMPED AIRPORT NO 2 1972,
 QE2613'IT IS CEMENTED IN A DRILL HOLE IN THE NORTHWEST CORNER OF THE
 QE2613'CONCRETE RAIL OF THE ROOF.  IT IS 1.0 FOOT SOUTH OF THE NORTH EDGE
 QE2613'OF THE BUILDING.  AND 0.4 FOOT EAST OF THE WEST EDGE OF THE
 QE2613'BUILDING.
 QE2613'
 QE2613'THERE IS NO REFERENCE MARK 3 FOR THIS STATION AND NO MEASUREMENT
 QE2613'BETWEEN THE REFERENCES MARKS DUE TO THE CONCRETE RAILING OF A
 QE2613'TRAP DOOR ON LINE.
 QE2613'
 QE2613'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 QE2613
 QE2613                          STATION RECOVERY (1980)
 QE2613
 QE2613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (RPD)
 QE2613'THE STATION, NO 1 AND NO 2 WERE RECOVERED AS DESCRIBED.
 QE2613'
 QE2613'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT MCNARY FIELD.
 QE2613
 QE2613                          STATION RECOVERY (1996)
 QE2613
 QE2613'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 QE2613'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0352 ***********************************************************************
 NY0352  DESIGNATION -  AIRPORT 2
 NY0352  PID         -  NY0352
 NY0352  STATE/COUNTY-  OR/KLAMATH
 NY0352  USGS QUAD   -  ALTAMONT (1995)
 NY0352
 NY0352                         *CURRENT SURVEY CONTROL
 NY0352  ___________________________________________________________________
 NY0352* NAD 83(1986)-  42 10 01.     (N)    121 44 23.     (W)     SCALED    
 NY0352* NAVD 88     -      1246.314  (meters)    4088.95   (feet)  ADJUSTED  
 NY0352  ___________________________________________________________________
 NY0352  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 NY0352  DYNAMIC HT  -        1245.549 (meters)    4086.44  (feet)  COMP
 NY0352  MODELED GRAV-     979,964.8   (mgal)                       NAVD 88
 NY0352
 NY0352  VERT ORDER  -  FIRST     CLASS II
 NY0352
 NY0352.This mark is at Klamath Falls Intl Airport (LMT)
 NY0352
 NY0352.The horizontal coordinates were scaled from a topographic map and have
 NY0352.an estimated accuracy of +/- 6 seconds.
 NY0352
 NY0352.The orthometric height was determined by differential leveling
 NY0352.and adjusted in June 1991.
 NY0352.WARNING-Repeat measurements at this control monument indicate possible
 NY0352.vertical movement.
 NY0352
 NY0352.The geoid height was determined by GEOID03.
 NY0352
 NY0352.The dynamic height is computed by dividing the NAVD 88
 NY0352.geopotential number by the normal gravity value computed on the
 NY0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0352.degrees latitude (g = 980.6199 gals.).
 NY0352
 NY0352.The modeled gravity was interpolated from observed gravity values.
 NY0352
 NY0352;                    North         East    Units  Estimated Accuracy
 NY0352;SPC OR S     -    56,330.    1,397,560.      MT  (+/- 180 meters Scaled)
 NY0352
 NY0352                          SUPERSEDED SURVEY CONTROL
 NY0352
 NY0352  NGVD 29 (??/??/92) 1245.208  (m)         4085.32   (f) ADJ UNCH    1 2
 NY0352
 NY0352.Superseded values are not recommended for survey control.
 NY0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0352.See file dsdata.txt to determine how the superseded data were derived.
 NY0352
 NY0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM041690(NAD 83)
 NY0352_MARKER: DD = SURVEY DISK
 NY0352_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NY0352_SP_SET: PLATFORM
 NY0352_STAMPING: 4085.02 NO. 2 AIRPORT
 NY0352_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NY0352
 NY0352  HISTORY     - Date     Condition        Report By
 NY0352  HISTORY     - UNK      MONUMENTED       DOD
 NY0352  HISTORY     - 1954     GOOD             NGS
 NY0352  HISTORY     - 1960     GOOD             NGS
 NY0352  HISTORY     - 19960903 MARK NOT FOUND   CHANCE
 NY0352
 NY0352                          STATION DESCRIPTION
 NY0352
 NY0352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NY0352'5.2 MI SE FROM KLAMATH FALLS.
 NY0352'2.7 MILES SOUTHEAST ALONG THE KLAMATH FALLS-LAKEVIEW HIGHWAY (OREGON
 NY0352'66) FROM THE POST OFFICE AT KLAMATH FALLS, KLAMATH COUNTY, THENCE 2.8
 NY0352'MILES SOUTH ALONG SUMMERS LANE.  AT KLAMATH FALLS AIRPORT, 303 FEET
 NY0352'WEST OF THE CENTER LINE OF THE ROAD, 78 FEET SOUTH OF THE OLD
 NY0352'MUNICIPAL HANGAR, AND IN A CONCRETE REFUELING PLATFORM.  A CORPS OF
 NY0352'ENGINEERS, U.S. ARMY, STANDARD DISK, STAMPED 4085.02 NO. 2 AIRPORT.
 NY0352
 NY0352                          STATION RECOVERY (1960)
 NY0352
 NY0352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 NY0352'RECOVERED IN GOOD CONDITION.
 NY0352
 NY0352                          STATION RECOVERY (1996)
 NY0352
 NY0352'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 NY0352'THE STATION WAS NOT RECOVERED SEPT 3, 1996.  AIRPORT PERSONNEL HAVE NO
 NY0352'MEMORY OF A REFUELING PLATFORM, OLD HANGAR REFERENCED HAS BEEN
 NY0352'DESTROYED.  NO BEGINNING REFERENCE POINT TO SEARCH FROM OTHER THAN
 NY0352'SCALED COORDINATES.  MONUMENT SEARCH LASTED 0.75 MAN-HOURS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2539 ***********************************************************************
 RC2539  DESIGNATION -  AIRPORT BCN CONDON APT
 RC2539  PID         -  RC2539
 RC2539  STATE/COUNTY-  OR/GILLIAM
 RC2539  USGS QUAD   -  CONDON (1987)
 RC2539
 RC2539                         *CURRENT SURVEY CONTROL
 RC2539  ___________________________________________________________________
 RC2539* NAD 83(1991)-  45 14 35.64696(N)    120 10 06.27353(W)     ADJUSTED  
 RC2539* NAVD 88     -              **(meters)            **(feet)            
 RC2539  ___________________________________________________________________
 RC2539  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 RC2539  GEOID HEIGHT-         -20.50  (meters)                     GEOID03
 RC2539  HORZ ORDER  -  THIRD
 RC2539
 RC2539.The horizontal coordinates were established by classical geodetic methods
 RC2539.and adjusted by the National Geodetic Survey in October 1991.
 RC2539
 RC2539
 RC2539.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2539
 RC2539.The geoid height was determined by GEOID03.
 RC2539
 RC2539;                    North         East     Units Scale Factor Converg.
 RC2539;SPC OR N     -   175,243.967 2,526,031.225   MT  0.99989543   +0 14 06.6
 RC2539;SPC OR N     -   574,947.40  8,287,504.02   iFT  0.99989543   +0 14 06.6
 RC2539;UTM  10      - 5,013,872.281   722,225.742   MT  1.00020725   +2 00 41.5
 RC2539
 RC2539                          SUPERSEDED SURVEY CONTROL
 RC2539
 RC2539  NAD 83(1986)-  45 14 35.65473(N)    120 10 06.26501(W) AD(       ) 4
 RC2539  NAD 27      -  45 14 36.18739(N)    120 10 02.13726(W) AD(       ) 3
 RC2539
 RC2539.Superseded values are not recommended for survey control.
 RC2539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2539.See file dsdata.txt to determine how the superseded data were derived.
 RC2539
 RC2539_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGR2222613872(NAD 83)
 RC2539
 RC2539  HISTORY     - Date     Condition        Report By
 RC2539  HISTORY     - 1971     MONUMENTED       NGS
 RC2539
 RC2539                          STATION DESCRIPTION
 RC2539
 RC2539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LDF)
 RC2539'THE CONDON AIRPORT BEACON IS A TRIANGULAR STEEL STRUCTURE
 RC2539'PAINTED IN ALTERNATE BANDS OF ORANGE AND WHITE.  THE TOWER IS 40
 RC2539'FEET HIGH AND IS TOPPED WITH A LARGE REVOLVING LIGHT WHICH
 RC2539'FLASHES ALTERNATELY BLUE AND WHITE.  THE BEACON IS LOCATED AT
 RC2539'THE CONDON AIRPORT IN THE NORTHEAST PART OF CONDON, OREGON.
 RC2539'
 RC2539'TO REACH FROM THE POST OFFICE AT THE INTERSECTION OF MAIN AND
 RC2539'SPRING STREETS IN CONDON, GO NORTH ON MAIN STREET FOR 0.4 MILE
 RC2539'TO AIRPORT ROAD.  TURN RIGHT, EAST, ON AIRPORT ROAD AND GO 0.8
 RC2539'MILE TO CONDON AIRPORT AND THE BEACON ON THE LEFT, NORTH, SIDE
 RC2539'OF ROAD, ABOUT 32 FEET FROM THE CENTER OF THE HIGHWAY.
 RC2539'
 RC2539'THE LARGE REVOLVING LIGHT ON TOP OF THE TOWER WAS THE POINT
 RC2539'INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2208 ***********************************************************************
 QE2208  DESIGNATION -  AIRPORT BCN MAHLON APT EUGENE
 QE2208  PID         -  QE2208
 QE2208  STATE/COUNTY-  OR/LANE
 QE2208  USGS QUAD   -  EUGENE WEST (1986)
 QE2208
 QE2208                         *CURRENT SURVEY CONTROL
 QE2208  ___________________________________________________________________
 QE2208* NAD 83(1991)-  44 07 15.58681(N)    123 12 31.30987(W)     ADJUSTED  
 QE2208* NAVD 88     -       111.     (meters)     364.     (feet)  SCALED    
 QE2208  ___________________________________________________________________
 QE2208  LAPLACE CORR-          -3.62  (seconds)                    DEFLEC99
 QE2208  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 QE2208  HORZ ORDER  -  THIRD
 QE2208
 QE2208.This mark is at Mahlon Sweet Field Airport (EUG)
 QE2208
 QE2208.The horizontal coordinates were established by classical geodetic methods
 QE2208.and adjusted by the National Geodetic Survey in October 1991.
 QE2208
 QE2208.The orthometric height was scaled from a topographic map.
 QE2208
 QE2208.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2208
 QE2208.The geoid height was determined by GEOID03.
 QE2208
 QE2208;                    North         East     Units Scale Factor Converg.
 QE2208;SPC OR S     -   276,154.266 1,283,218.355   MT  1.00003301   -1 51 11.3
 QE2208;SPC OR S     -   906,017.93  4,210,033.97   iFT  1.00003301   -1 51 11.3
 QE2208;UTM  10      - 4,885,332.951   483,301.929   MT  0.99960343   -0 08 43.0
 QE2208
 QE2208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2208!SPC OR S     -   0.99998621  x   1.00003301  =   1.00001922
 QE2208!UTM  10      -   0.99998621  x   0.99960343  =   0.99958964
 QE2208
 QE2208                          SUPERSEDED SURVEY CONTROL
 QE2208
 QE2208  NAD 83(1986)-  44 07 15.60192(N)    123 12 31.33738(W) AD(       ) 4
 QE2208  NAD 27      -  44 07 16.15100(N)    123 12 27.00300(W) AD(       ) 3
 QE2208
 QE2208.Superseded values are not recommended for survey control.
 QE2208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2208.See file dsdata.txt to determine how the superseded data were derived.
 QE2208
 QE2208_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP8330285333(NAD 83)
 QE2208_MARKER: 21 = AIRPORT BEACON
 QE2208_SETTING: 0 = UNSPECIFIED SETTING
 QE2208
 QE2208  HISTORY     - Date     Condition        Report By
 QE2208  HISTORY     - 1959     FIRST OBSERVED   CGS
 QE2208  HISTORY     - 1970     SEE DESCRIPTION  NGS
 QE2208  HISTORY     - 19890615 GOOD             NGS
 QE2208
 QE2208                          STATION DESCRIPTION
 QE2208
 QE2208'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WTJ)
 QE2208'ON EAST SIDE OF THE AIRPORT ABOUT 0.2 MILE E. OF CONTROL
 QE2208'TOWER.  27 FT. S. OF AIRPORT ACCESS ROAD.  65 FT. W. OF N-S
 QE2208'PAVED ROAD.  BEACON IS MOUNTED ON TOP OF 4 LEGGED STEEL TOWER WHICH
 QE2208'IS PAINTED RED AND WHITE, A STANDARD DOUBLE ENDED LIGHT SHOWING
 QE2208'GREEN AND CLEAR.
 QE2208
 QE2208                          STATION RECOVERY (1970)
 QE2208
 QE2208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (EP)
 QE2208'THIS STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED
 QE2208'
 QE2208'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QE2208'ABOUT 8.3 MILES NORTHWEST OF EUGENE.
 QE2208
 QE2208                          STATION RECOVERY (1989)
 QE2208
 QE2208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 QE2208'THE STATION IS LOCATED ON THE EAST SIDE OF THE AIRPORT ABOUT 0.2 MI
 QE2208'(0.3 KM) EAST OF THE CONTROL TOWER, 27 FT (8.2 M) SOUTH OF THE AIRPORT
 QE2208'ACCESS ROAD, 65 FT (19.8 M) WEST OF NORTH-SOUTH PAVED ROAD. THE BEACON
 QE2208'IS MOUNTED ON TOP OF A FOUR LEGGED STEEL TOWER PAINTED RED AND WHITE,
 QE2208'A STANDARD DOUBLE ENDED BEACON LIGHT SHOWING GREEN AND CLEAR.  NOTE,
 QE2208'NGS ADJUSTED POSITION QUAD 441232 STA 1003.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB1365 ***********************************************************************
 RB1365  DESIGNATION -  AIRPORT BCN PENDLETON MUN APT
 RB1365  PID         -  RB1365
 RB1365  STATE/COUNTY-  OR/UMATILLA
 RB1365  USGS QUAD   -  PENDLETON (1976)
 RB1365
 RB1365                         *CURRENT SURVEY CONTROL
 RB1365  ___________________________________________________________________
 RB1365* NAD 83(1991)-  45 41 20.36286(N)    118 50 29.22703(W)     ADJUSTED  
 RB1365* NAVD 88     -              **(meters)            **(feet)            
 RB1365  ___________________________________________________________________
 RB1365  LAPLACE CORR-           4.50  (seconds)                    DEFLEC99
 RB1365  GEOID HEIGHT-         -20.93  (meters)                     GEOID03
 RB1365  HORZ ORDER  -  THIRD
 RB1365
 RB1365.This mark is at Eastern Oregon Regional At Pendleton Airport (PDT)
 RB1365
 RB1365.The horizontal coordinates were established by classical geodetic methods
 RB1365.and adjusted by the National Geodetic Survey in October 1991.
 RB1365
 RB1365
 RB1365.The Laplace correction was computed from DEFLEC99 derived deflections.
 RB1365
 RB1365.The geoid height was determined by GEOID03.
 RB1365
 RB1365;                    North         East     Units Scale Factor Converg.
 RB1365;SPC OR N     -   226,053.636 2,629,177.153   MT  0.99993580   +1 10 34.4
 RB1365;SPC OR N     -   741,645.79  8,625,909.29   iFT  0.99993580   +1 10 34.4
 RB1365;UTM  11      - 5,061,142.086   356,615.901   MT  0.99985276   -1 19 04.4
 RB1365
 RB1365                          SUPERSEDED SURVEY CONTROL
 RB1365
 RB1365  NAD 83(1986)-  45 41 20.36738(N)    118 50 29.22163(W) AD(       ) 4
 RB1365  NAD 27      -  45 41 20.89781(N)    118 50 25.26376(W) AD(       ) 3
 RB1365
 RB1365.Superseded values are not recommended for survey control.
 RB1365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1365.See file dsdata.txt to determine how the superseded data were derived.
 RB1365
 RB1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL5661661142(NAD 83)
 RB1365_MARKER: 21 = AIRPORT BEACON
 RB1365_SETTING: 0 = UNSPECIFIED SETTING
 RB1365
 RB1365  HISTORY     - Date     Condition        Report By
 RB1365  HISTORY     - 1963     FIRST OBSERVED   CGS
 RB1365  HISTORY     - 1967     SEE DESCRIPTION  CGS
 RB1365  HISTORY     - 19880615 GOOD             NGS
 RB1365  HISTORY     - 20060812 MARK NOT FOUND   GEOCAC
 RB1365
 RB1365                          STATION DESCRIPTION
 RB1365
 RB1365'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 RB1365'THE POINT INTERSECTED IS THE REVOLVING BEACON, LOCATED ATOP A
 RB1365'4-LEGGED STEEL TOWER WHICH IS ON THE MAIN HANGAR AT PENDLETON
 RB1365'MUNICIPAL AIRPORT.  IT IS APPROXIMATELY 140 FEET HIGH.
 RB1365
 RB1365                          STATION RECOVERY (1967)
 RB1365
 RB1365'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 RB1365'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 RB1365'CONDITION.
 RB1365'
 RB1365'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RB1365'APPROX. 2-1/2 MILES NW OF PENDLETON.
 RB1365
 RB1365                          STATION RECOVERY (1988)
 RB1365
 RB1365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 RB1365'THE STATION IS A STANDARD ROTATING BEACON MOUNTED ATOP A RED AND WHITE
 RB1365'4-LEGGED STEEL STRUCTURE WHICH IS LOCATED ON TOP OF AND AT THE NW
 RB1365'CORNER OF PENDLETON AIRMOTIVE HANGAR.  THE HANGAR IS APPROXIMATELY 450
 RB1365'FT (137.2 M) WEST OF THE CONTROL TOWER.
 RB1365
 RB1365                          STATION RECOVERY (2006)
 RB1365
 RB1365'RECOVERY NOTE BY GEOCACHING 2006 (GOP)
 RB1365'4 LEGGED TOWER APPEARS TO HAVE BEEN REPLACED BY A SINGLE POLE TOWER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2353 ***********************************************************************
 RD2353  DESIGNATION -  AIRPORT BN PORTLAND TROUTD APT
 RD2353  PID         -  RD2353
 RD2353  STATE/COUNTY-  OR/MULTNOMAH
 RD2353  USGS QUAD   -  CAMAS (1993)
 RD2353
 RD2353                         *CURRENT SURVEY CONTROL
 RD2353  ___________________________________________________________________
 RD2353* NAD 83(1991)-  45 33 02.11275(N)    122 23 56.90182(W)     ADJUSTED  
 RD2353* NAVD 88     -              **(meters)            **(feet)            
 RD2353  ___________________________________________________________________
 RD2353  LAPLACE CORR-           3.72  (seconds)                    DEFLEC99
 RD2353  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 RD2353  HORZ ORDER  -  THIRD
 RD2353
 RD2353.The horizontal coordinates were established by classical geodetic methods
 RD2353.and adjusted by the National Geodetic Survey in October 1991.
 RD2353
 RD2353
 RD2353.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2353
 RD2353.The geoid height was determined by GEOID03.
 RD2353
 RD2353;                    North         East     Units Scale Factor Converg.
 RD2353;SPC OR N     -   211,088.980 2,351,725.920   MT  0.99991677   -1 20 48.6
 RD2353;SPC OR N     -   692,549.15  7,715,636.22   iFT  0.99991677   -1 20 48.6
 RD2353;SPC WA S     -    25,933.739   351,702.971   MT  1.00007605   -1 22 46.3
 RD2353;SPC WA S     -    85,084.28  1,153,878.83   sFT  1.00007605   -1 22 46.3
 RD2353;UTM  10      - 5,044,292.147   546,901.246   MT  0.99962704   +0 25 44.2
 RD2353
 RD2353                          SUPERSEDED SURVEY CONTROL
 RD2353
 RD2353  NAD 83(1986)-  45 33 02.12744(N)    122 23 56.90685(W) AD(       ) 4
 RD2353  NAD 27      -  45 33 02.68932(N)    122 23 52.58432(W) AD(       ) 3
 RD2353
 RD2353.Superseded values are not recommended for survey control.
 RD2353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2353.See file dsdata.txt to determine how the superseded data were derived.
 RD2353
 RD2353_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER4690144292(NAD 83)
 RD2353_MARKER: 21 = AIRPORT BEACON
 RD2353_SETTING: 0 = UNSPECIFIED SETTING
 RD2353_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD2353+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2004
 RD2353
 RD2353  HISTORY     - Date     Condition        Report By
 RD2353  HISTORY     - 1966     FIRST OBSERVED   CGS
 RD2353  HISTORY     - 19920615 GOOD             NGS
 RD2353  HISTORY     - 19941005 GOOD             USPSQD
 RD2353  HISTORY     - 20040405 GOOD             USPSQD
 RD2353
 RD2353                          STATION DESCRIPTION
 RD2353
 RD2353'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JJC)
 RD2353'THE STATION IS LOCATED ON THE TOP OF THE ROOF OF THE
 RD2353'PORTLAND-TROUTDALE AIRPORT FAA CONTROL TOWER.
 RD2353'
 RD2353'THE STATION IS THE GREEN AND WHITE ROTATING BEACON LOCATED NEAR THE
 RD2353'CENTER OF THE ROOF OF THE CONTROL TOWER.  THE POINT OBSERVED UPON
 RD2353'WAS THE SPINDLE.
 RD2353
 RD2353                          STATION RECOVERY (1992)
 RD2353
 RD2353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 RD2353'THE STATION IS LOCATED ON THE TOP OF THE ROOF OF THE PORTLAND -
 RD2353'TROUTDALE AIRPORT FAA CONTROL TOWER.  THE STATION IS THE GREEN AND
 RD2353'WHITE ROTATING BEACON LOCATED NEAR THE CENTER OF THE ROOF OF THE
 RD2353'CONTROL TOWER.  THE POINT OBSERVED UPON WAS THE SPINDLE UNDER THE
 RD2353'BEACON.
 RD2353
 RD2353                          STATION RECOVERY (1994)
 RD2353
 RD2353'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD2353'RECOVERED IN GOOD CONDITION.
 RD2353
 RD2353                          STATION RECOVERY (2004)
 RD2353
 RD2353'RECOVERY NOTE BY US POWER SQUADRON 2004 (RHC)
 RD2353'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0350 ***********************************************************************
 NY0350  DESIGNATION -  AIRPORT RM 2
 NY0350  PID         -  NY0350
 NY0350  STATE/COUNTY-  OR/KLAMATH
 NY0350  USGS QUAD   -  ALTAMONT (1995)
 NY0350
 NY0350                         *CURRENT SURVEY CONTROL
 NY0350  ___________________________________________________________________
 NY0350* NAD 83(2007)-  42 10 11.94838(N)    121 44 12.64268(W)     ADJUSTED  
 NY0350* NAVD 88     -      1246.380  (meters)    4089.17   (feet)  ADJUSTED  
 NY0350  ___________________________________________________________________
 NY0350  EPOCH DATE  -        2007.00
 NY0350  X           -  -2,490,830.485 (meters)                     COMP
 NY0350  Y           -  -4,027,203.270 (meters)                     COMP
 NY0350  Z           -   4,260,437.916 (meters)                     COMP
 NY0350  LAPLACE CORR-           2.68  (seconds)                    DEFLEC99
 NY0350  ELLIP HEIGHT-        1223.560 (meters)          (02/10/07) ADJUSTED
 NY0350  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 NY0350  DYNAMIC HT  -        1245.613 (meters)    4086.65  (feet)  COMP
 NY0350
 NY0350  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 NY0350  Type    PID    Designation                      North   East  Ellip
 NY0350  -------------------------------------------------------------------
 NY0350  NETWORK NY0350 AIRPORT RM 2                      0.71   0.51   1.29
 NY0350  -------------------------------------------------------------------
 NY0350  MODELED GRAV-     979,964.0   (mgal)                       NAVD 88
 NY0350
 NY0350  VERT ORDER  -  FIRST     CLASS II
 NY0350
 NY0350.This mark is at Klamath Falls Intl Airport (LMT)
 NY0350
 NY0350.The horizontal coordinates were established by GPS observations
 NY0350.and adjusted by the National Geodetic Survey in February 2007.
 NY0350
 NY0350.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 NY0350.See www.ngs.noaa.gov/NationalReadjustment for more information.
 NY0350.The horizontal coordinates are valid at the epoch date displayed above.
 NY0350.The epoch date for horizontal control is a decimal equivalence
 NY0350.of Year/Month/Day.
 NY0350
 NY0350.The orthometric height was determined by differential leveling
 NY0350.and adjusted in June 1991.
 NY0350
 NY0350.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NY0350
 NY0350.The Laplace correction was computed from DEFLEC99 derived deflections.
 NY0350
 NY0350.The ellipsoidal height was determined by GPS observations
 NY0350.and is referenced to NAD 83.
 NY0350
 NY0350.The geoid height was determined by GEOID03.
 NY0350
 NY0350.The dynamic height is computed by dividing the NAVD 88
 NY0350.geopotential number by the normal gravity value computed on the
 NY0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0350.degrees latitude (g = 980.6199 gals.).
 NY0350
 NY0350.The modeled gravity was interpolated from observed gravity values.
 NY0350
 NY0350;                    North         East     Units Scale Factor Converg.
 NY0350;SPC OR S     -    56,666.656 1,397,798.716   MT  1.00004513   -0 50 46.3
 NY0350;SPC OR S     -   185,914.23  4,585,953.79   iFT  1.00004513   -0 50 46.3
 NY0350;UTM  10      - 4,669,421.970   604,333.449   MT  0.99973394   +0 50 53.1
 NY0350
 NY0350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NY0350!SPC OR S     -   0.99980814  x   1.00004513  =   0.99985326
 NY0350!UTM  10      -   0.99980814  x   0.99973394  =   0.99954213
 NY0350
 NY0350|---------------------------------------------------------------------|
 NY0350| PID    Reference Object                     Distance      Geod. Az  |
 NY0350|                                                           dddmmss.s |
 NY0350| AA7991 LMT AP 1965 STA D2                  254.331 METERS 25611     |
 NY0350|---------------------------------------------------------------------|
 NY0350
 NY0350                          SUPERSEDED SURVEY CONTROL
 NY0350
 NY0350  NAD 83(1998)-  42 10 11.94657(N)    121 44 12.64308(W) AD(       ) 1
 NY0350  ELLIP H (07/06/01) 1223.590  (m)                       GP(       ) 4 1
 NY0350  NAD 83(1998)-  42 10 11.94521(N)    121 44 12.64188(W) AD(       ) 1
 NY0350  ELLIP H (08/24/95) 1223.663  (m)                       GP(       ) 4 1
 NY0350  NGVD 29 (??/??/92) 1245.272  (m)         4085.53   (f) ADJ UNCH    1 2
 NY0350
 NY0350.Superseded values are not recommended for survey control.
 NY0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0350.See file dsdata.txt to determine how the superseded data were derived.
 NY0350
 NY0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM0433369422(NAD 83)
 NY0350_MARKER: DR = REFERENCE MARK DISK
 NY0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NY0350_STAMPING: AIRPORT NO 2 1948
 NY0350_MARK LOGO: CGS   
 NY0350_MAGNETIC: N = NO MAGNETIC MATERIAL
 NY0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0350+STABILITY: SURFACE MOTION
 NY0350_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NY0350+SATELLITE: SATELLITE OBSERVATIONS - September 03, 1996
 NY0350
 NY0350  HISTORY     - Date     Condition        Report By
 NY0350  HISTORY     - 1948     MONUMENTED       CGS
 NY0350  HISTORY     - 1954     GOOD             NGS
 NY0350  HISTORY     - 1968     GOOD             NGS
 NY0350  HISTORY     - 19941021 GOOD             NOS
 NY0350  HISTORY     - 19960903 GOOD             CHANCE
 NY0350
 NY0350                          STATION DESCRIPTION
 NY0350
 NY0350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NY0350'5.2 MI SE FROM KLAMATH FALLS.
 NY0350'2.7 MILES EAST ALONG SOUTH SIXTH STREET (OREGON STATE HIGHWAY 66) FROM
 NY0350'THE POST OFFICE AT KLAMATH FALLS, THENCE 2.5 MILES SOUTH ALONG SUMMERS
 NY0350'LANE, AT THE KLAMATH FALLS MUNICIPAL AIRPORT, 0.7 MILE NORTHEAST OF
 NY0350'THE CONTROL TOWER, ABOUT 100 YARDS EAST OF THE OLD HANGAR BUILDING,
 NY0350'14.3 FEET WEST OF TRIANGULATION STATION AIRPORT, 13 FEET SOUTH OF THE
 NY0350'SOUTH BANK OF AN EAST-WEST IRRIGATION DITCH, 10.3 FEET NORTHWEST OF
 NY0350'THE NORTHWEST CORNER OF THE CONCRETE BASE FOR THE SOUTHWEST LEG OF THE
 NY0350'BEACON TOWER, ABOUT LEVEL WITH TRIANGULATION STATION AIRPORT, AND SET
 NY0350'IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 NY0350
 NY0350                          STATION RECOVERY (1968)
 NY0350
 NY0350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 NY0350'RECOVERED IN GOOD CONDITION.
 NY0350
 NY0350                          STATION RECOVERY (1994)
 NY0350
 NY0350'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (JFG)
 NY0350'RECOVERED AS DESCRIBED.  THE HANGAR BUILDING MENTIONED IN THE ORIGINAL
 NY0350'DESCRIPTION IS NO LONGER STANDING.
 NY0350
 NY0350                          STATION RECOVERY (1996)
 NY0350
 NY0350'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 NY0350'THE STATION IS LOCATED ABOUT 11 MILES (17.7 KM) NORTH OF THE OREGON -
 NY0350'CALIFORNIA STATE LINE, 5 MILES (8.0 KM) SOUTHEAST OF KLAMATH FALLS AND
 NY0350'3.5 MILES (5.6 KM) EAST OF US HIGHWAY 97 AT KINGSLEY FIELD AIRPORT,
 NY0350'BILL HANCOCK, OPERATIONS MANAGER, PHONE 541-883-5374  TO REACH THE
 NY0350'STATION FROM THE JUNCTION OF US HIGHWAY 97 AND STATE HIGHWAY 140
 NY0350'SOUTHWEST OF KLAMATH FALLS, PROCEED EAST ON STATE HIGHWAY 140 3.4
 NY0350'MILES (5.5 KM) TO ALTMONT DRIVE ON THE RIGHT, TURN RIGHT AND PROCEED
 NY0350'SOUTH ON ALTMONT DRIVE 0.7 MILES (1.1 KM) TO A ROAD ON THE LEFT
 NY0350'LEADING TO THE TOWER, TURN LEFT AND PROCEED EAST 0.1 MILES (0.2 KM) TO
 NY0350'A SECURITY GATE, OBTAIN PERMISSION, PASS THROUGH THE GATE AND PROCEED
 NY0350'EAST 0.1 MILES (0.2 KM) TO THE EAST EDGE OF THE RAMP, TURN LEFT AND
 NY0350'PROCEED NORTH 0.2 MILES (0.3 KM) TO THE NORTH END OF THE RAMP, TURN
 NY0350'RIGHT AND PROCEED 150 FT (45.7 M) EAST TO TAXIWAY D, TURN LEFT AND
 NY0350'PROCEED NORTH ON TAXIWAY D 0.05 MILES (0.08 KM) TO TAXIWAY C, TURN
 NY0350'RIGHT AND PROCEED NORTHEAST ON TAXIWAY C 0.05 MILES (0.08 KM) TO THE
 NY0350'NORTH END OF RUNWAY 14-32, PROCEED EAST ACROSS THE RUNWAY 0.15 MILES
 NY0350'(0.24 KM) TO A SERVICE ROAD, TURN RIGHT AND FOLLOW SERVICE ROAD SOUTH
 NY0350'AND EAST 0.05 MILES (0.08 KM) TO THE STATION ON THE LEFT APPROXIMATELY
 NY0350'5 M (16.4 FT) WEST OF THE BEACON TOWER  THE STATION IS A STANDARD US
 NY0350'COAST AND GEODETIC SURVEY REFERENCE MARK DISK SET IN THE TOP OF A
 NY0350'SQUARE CONCRETE MONUMENT, PROJECTING APPROXIMATELY 5 CM ABOVE THE
 NY0350'GROUND.  THE STATION IS LOCATED 17.35 M (56.92 FT) NORTH OF THE
 NY0350'CENTERLINE OF THE SERVICE ROAD, 19.3 M (63.3 FT) WEST OF THE
 NY0350'CENTERLINE OF A DIRT TRACK LEADING TO THE CROP-DUSTER HANGAR, 4.4 M
 NY0350'(14.4 FT) WEST OF MONUMENT -AIRPORT-, 3.55 M (11.65 FT) WEST OF THE
 NY0350'SOUTHWEST BASE OF THE TOWER, 3.05 M (10.01 FT) SOUTHWEST OF THE
 NY0350'NORTHWEST BASE OF THE TOWER AND 44.6 M (146.3 FT) NORTH OF THE
 NY0350'NORTHEAST CORNER OF A SHED
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1840 ***********************************************************************
 QE1840  DESIGNATION -  AIRPORT RM 3
 QE1840  PID         -  QE1840
 QE1840  STATE/COUNTY-  OR/MARION
 QE1840  USGS QUAD   -  SALEM EAST (1986)
 QE1840
 QE1840                         *CURRENT SURVEY CONTROL
 QE1840  ___________________________________________________________________
 QE1840* NAD 83(1991)-  44 54 57.87735(N)    122 59 25.29303(W)     ADJUSTED  
 QE1840* NAVD 88     -        68.4    (meters)     224.     (feet)  VERTCON   
 QE1840  ___________________________________________________________________
 QE1840  LAPLACE CORR-          -2.94  (seconds)                    DEFLEC99
 QE1840  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 QE1840  HORZ ORDER  -  SECOND
 QE1840
 QE1840.The horizontal coordinates were established by classical geodetic methods
 QE1840.and adjusted by the National Geodetic Survey in October 1991.
 QE1840
 QE1840.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE1840.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE1840
 QE1840.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE1840
 QE1840.The geoid height was determined by GEOID03.
 QE1840
 QE1840;                    North         East     Units Scale Factor Converg.
 QE1840;SPC OR N     -   141,866.314 2,303,406.592   MT  0.99990426   -1 45 58.1
 QE1840;SPC OR N     -   465,440.66  7,557,108.24   iFT  0.99990426   -1 45 58.1
 QE1840;UTM  10      - 4,973,627.737   500,760.953   MT  0.99960001   +0 00 24.5
 QE1840
 QE1840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE1840!SPC OR N     -   0.99999287  x   0.99990426  =   0.99989713
 QE1840!UTM  10      -   0.99999287  x   0.99960001  =   0.99959288
 QE1840
 QE1840:                Primary Azimuth Mark                     Grid Az
 QE1840:SPC OR N     -  SALEM FAIRVIEW HOSP STANDPIPE            224 59 43.8
 QE1840:UTM  10      -  SALEM FAIRVIEW HOSP STANDPIPE            223 13 21.2
 QE1840
 QE1840|---------------------------------------------------------------------|
 QE1840| PID    Reference Object                     Distance      Geod. Az  |
 QE1840|                                                           dddmmss.s |
 QE1840| QE1882 SALEM FAIRVIEW HOSP STANDPIPE       APPROX. 3.5 KM 2231345.7 |
 QE1840| QE1830 SALEM AIRPORT BEACON 160            APPROX. 0.8 KM 2461338.8 |
 QE1840| QE1940 SALEM FIRST METH CH SP              APPROX. 4.4 KM 3053215.4 |
 QE1840| QE1939 SALEM ST CAPITOL STATUE             APPROX. 4.0 KM 3081309.4 |
 QE1840|---------------------------------------------------------------------|
 QE1840
 QE1840                          SUPERSEDED SURVEY CONTROL
 QE1840
 QE1840  NAD 83(1986)-  44 54 57.90092(N)    122 59 25.30851(W) AD(       ) 2
 QE1840  NAD 27      -  44 54 58.46781(N)    122 59 20.96823(W) AD(       ) 2
 QE1840  NGVD 29 (07/19/86)   67.4    (m)          221.     (f) VERT ANG    3  
 QE1840
 QE1840.Superseded values are not recommended for survey control.
 QE1840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1840.See file dsdata.txt to determine how the superseded data were derived.
 QE1840
 QE1840_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ0076173628(NAD 83)
 QE1840_MARKER: Z = SEE DESCRIPTION
 QE1840_SETTING: 0 = UNSPECIFIED SETTING
 QE1840_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE1840
 QE1840  HISTORY     - Date     Condition        Report By
 QE1840  HISTORY     - 1972     MONUMENTED       NGS
 QE1840
 QE1840                          STATION DESCRIPTION
 QE1840
 QE1840'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LDF)
 QE1840'THE STATION IS LOCATED IN SALEM ON OREGON STATE HIGHWAY 22, 0.05
 QE1840'MILE WEST OF THE OVERPASS OVER INTERSTATE 5.  IT IS AT THE EAST
 QE1840'END OF A TRIANGLE FORMED BY OREGON STATE HIGHWAY 22 AND THE ONRAMP
 QE1840'TO EUGENE AND ALBANY.  IT IS IN THE SE 1/4 SECTION 35, R 3 W, T 7
 QE1840'S.
 QE1840'
 QE1840'THE STATION MARK IS A STANDARD REFERENCE MARK DISK STAMPED AIRPORT
 QE1840'NO 3 1972, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 QE1840'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 31-1/2 FEET
 QE1840'SOUTHWEST OF THE GUARD RAIL, 25 FEET NORTHEAST OF OREGON STATE
 QE1840'HIGHWAY 22 AND 4 FEET WEST OF EUGENE-ALBANY SOUTH ONRAMP SIGN
 QE1840'POST.
 QE1840'
 QE1840'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB1360 ***********************************************************************
 RB1360  DESIGNATION -  AIRWAY BCN 48 SE OF PENDLETON
 RB1360  PID         -  RB1360
 RB1360  STATE/COUNTY-  OR/UMATILLA
 RB1360  USGS QUAD   -  CABBAGE HILL (1978)
 RB1360
 RB1360                         *CURRENT SURVEY CONTROL
 RB1360  ___________________________________________________________________
 RB1360* NAD 83(1991)-  45 35 21.86607(N)    118 34 46.80834(W)     ADJUSTED  
 RB1360* NAVD 88     -              **(meters)            **(feet)            
 RB1360  ___________________________________________________________________
 RB1360  LAPLACE CORR-          12.92  (seconds)                    DEFLEC99
 RB1360  GEOID HEIGHT-         -19.75  (meters)                     GEOID03
 RB1360  HORZ ORDER  -  THIRD
 RB1360
 RB1360.The horizontal coordinates were established by classical geodetic methods
 RB1360.and adjusted by the National Geodetic Survey in October 1991.
 RB1360
 RB1360
 RB1360.The Laplace correction was computed from DEFLEC99 derived deflections.
 RB1360
 RB1360.The geoid height was determined by GEOID03.
 RB1360
 RB1360;                    North         East     Units Scale Factor Converg.
 RB1360;SPC OR N     -   215,441.131 2,649,825.755   MT  0.99992151   +1 21 42.7
 RB1360;SPC OR N     -   706,827.86  8,693,654.05   iFT  0.99992151   +1 21 42.7
 RB1360;UTM  11      - 5,049,643.001   376,781.292   MT  0.99978667   -1 07 42.8
 RB1360
 RB1360                          SUPERSEDED SURVEY CONTROL
 RB1360
 RB1360  NAD 83(1986)-  45 35 21.86741(N)    118 34 46.80150(W) AD(       ) 4
 RB1360  NAD 27      -  45 35 22.39959(N)    118 34 42.91285(W) AD(       ) 3
 RB1360
 RB1360.Superseded values are not recommended for survey control.
 RB1360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1360.See file dsdata.txt to determine how the superseded data were derived.
 RB1360
 RB1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL7678149643(NAD 83)
 RB1360
 RB1360  HISTORY     - Date     Condition        Report By
 RB1360  HISTORY     - 1963     MONUMENTED       CGS
 RB1360  HISTORY     - 20060812 GOOD             GEOCAC
 RB1360
 RB1360                          STATION DESCRIPTION
 RB1360
 RB1360'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 RB1360'THE STATION IS THE REVOLVING LIGHT ON THE TOP OF A STRUCTURAL STEEL
 RB1360'TOWER THAT IS APPROXIMATELY 45 FEET HIGH.  IT IS NEAR THE SUMMIT OF
 RB1360'DEADMAN PASS AND ABOUT 1/2 MILE NORTH OF U.S. HIGHWAY 30.
 RB1360
 RB1360                          STATION RECOVERY (2006)
 RB1360
 RB1360'RECOVERY NOTE BY GEOCACHING 2006 (GOP)
 RB1360'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2614 ***********************************************************************
 RC2614  DESIGNATION -  AIRWAY BEACON 10
 RC2614  PID         -  RC2614
 RC2614  STATE/COUNTY-  OR/SHERMAN
 RC2614  USGS QUAD   -  KLONDIKE (1971)
 RC2614
 RC2614                         *CURRENT SURVEY CONTROL
 RC2614  ___________________________________________________________________
 RC2614* NAD 83(1991)-  45 35 49.09296(N)    120 34 56.69680(W)     ADJUSTED  
 RC2614* NAVD 88     -              **(meters)            **(feet)            
 RC2614  ___________________________________________________________________
 RC2614  LAPLACE CORR-          -2.63  (seconds)                    DEFLEC99
 RC2614  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 RC2614  HORZ ORDER  -  THIRD
 RC2614
 RC2614.The horizontal coordinates were established by classical geodetic methods
 RC2614.and adjusted by the National Geodetic Survey in October 1991.
 RC2614
 RC2614
 RC2614.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2614
 RC2614.The geoid height was determined by GEOID03.
 RC2614
 RC2614;                    North         East     Units Scale Factor Converg.
 RC2614;SPC OR N     -   214,504.226 2,493,570.108   MT  0.99992249   -0 03 30.4
 RC2614;SPC OR N     -   703,754.02  8,181,004.29   iFT  0.99992249   -0 03 30.4
 RC2614;UTM  10      - 5,052,112.553   688,552.535   MT  1.00003711   +1 43 39.8
 RC2614
 RC2614                          SUPERSEDED SURVEY CONTROL
 RC2614
 RC2614  NAD 83(1986)-  45 35 49.10349(N)    120 34 56.69052(W) AD(       ) 4
 RC2614  NAD 27      -  45 35 49.65200(N)    120 34 52.50300(W) AD(       ) 3
 RC2614
 RC2614.Superseded values are not recommended for survey control.
 RC2614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2614.See file dsdata.txt to determine how the superseded data were derived.
 RC2614
 RC2614_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR8855352113(NAD 83)
 RC2614
 RC2614  HISTORY     - Date     Condition        Report By
 RC2614  HISTORY     - 1946     MONUMENTED       CGS
 RC2614
 RC2614                          STATION DESCRIPTION
 RC2614
 RC2614'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 RC2614'LOCATED ABOUT 2 MILES NORTHEAST OF KLONDIKE AT THE EASTERN EDGE
 RC2614'OF A CULTIVATED FIELD, 14 FEET EAST OF THE EAST EDGE OF A SMALL
 RC2614'TIN BUILDING AND 50 FEET WEST OF THE CENTERLINE OF A SECTION LINE
 RC2614'ROAD.
 RC2614'
 RC2614'IT IS A STANDARD BEACON CONSTRUCTED OF STEEL, 50 FEET IN HEIGHT
 RC2614'AND HAS A CAT-WALK AT ITS APEX.  IT FLASHES RED AND WHITE.  THE
 RC2614'ENTIRE STRUCTURE IS PAINTED ORANGE AND WHITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0964 ***********************************************************************
 PC0964  DESIGNATION -  AIRWAY BEACON 43 RESET
 PC0964  PID         -  PC0964
 PC0964  STATE/COUNTY-  OR/DOUGLAS
 PC0964  USGS QUAD   -  DRAIN (1987)
 PC0964
 PC0964                         *CURRENT SURVEY CONTROL
 PC0964  ___________________________________________________________________
 PC0964* NAD 83(2007)-  43 38 19.00841(N)    123 19 36.74758(W)     ADJUSTED  
 PC0964* NAVD 88     -       548.6    (meters)    1800.     (feet)  VERTCON   
 PC0964  ___________________________________________________________________
 PC0964  EPOCH DATE  -        2007.00
 PC0964  X           -  -2,540,306.169 (meters)                     COMP
 PC0964  Y           -  -3,863,296.425 (meters)                     COMP
 PC0964  Z           -   4,379,482.707 (meters)                     COMP
 PC0964  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 PC0964  ELLIP HEIGHT-         525.511 (meters)          (02/10/07) ADJUSTED
 PC0964  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 PC0964
 PC0964  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 PC0964  Type    PID    Designation                      North   East  Ellip
 PC0964  -------------------------------------------------------------------
 PC0964  NETWORK PC0964 AIRWAY BEACON 43 RESET            1.18   1.12   6.90
 PC0964  -------------------------------------------------------------------
 PC0964
 PC0964.The horizontal coordinates were established by GPS observations
 PC0964.and adjusted by the National Geodetic Survey in February 2007.
 PC0964
 PC0964.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 PC0964.See www.ngs.noaa.gov/NationalReadjustment for more information.
 PC0964.The horizontal coordinates are valid at the epoch date displayed above.
 PC0964.The epoch date for horizontal control is a decimal equivalence
 PC0964.of Year/Month/Day.
 PC0964
 PC0964.The NAVD 88 height was computed by applying the VERTCON shift value to
 PC0964.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PC0964
 PC0964.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PC0964
 PC0964.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC0964
 PC0964.The ellipsoidal height was determined by GPS observations
 PC0964.and is referenced to NAD 83.
 PC0964
 PC0964.The geoid height was determined by GEOID03.
 PC0964
 PC0964;                    North         East     Units Scale Factor Converg.
 PC0964;SPC OR S     -   222,901.215 1,271,955.179   MT  0.99992822   -1 56 02.4
 PC0964;SPC OR S     -   731,303.20  4,173,081.30   iFT  0.99992822   -1 56 02.4
 PC0964;UTM  10      - 4,831,787.608   473,634.590   MT  0.99960855   -0 13 32.1
 PC0964
 PC0964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC0964!SPC OR S     -   0.99991760  x   0.99992822  =   0.99984583
 PC0964!UTM  10      -   0.99991760  x   0.99960855  =   0.99952618
 PC0964
 PC0964:                Primary Azimuth Mark                     Grid Az
 PC0964:SPC OR S     -  SAN FRANCISCO PORTLAND BCN 44A           053 03 15.8
 PC0964:UTM  10      -  SAN FRANCISCO PORTLAND BCN 44A           051 20 45.5
 PC0964
 PC0964|---------------------------------------------------------------------|
 PC0964| PID    Reference Object                     Distance      Geod. Az  |
 PC0964|                                                           dddmmss.s |
 PC0964| PC0961 SAN FRANCISCO PORTLAND BCN 44A      APPROX.17.4 KM 0510713.4 |
 PC0964| CD8966 AIRWAY BEACON 43 RM 3                 8.870 METERS 05139     |
 PC0964| CD8964 AIRWAY BEACON 43 RM 1                 8.885 METERS 05143     |
 PC0964| CD8967 AIRWAY BEACON 43 RM 4                 9.230 METERS 14207     |
 PC0964| CD8965 AIRWAY BEACON 43 RM 2                 9.232 METERS 14211     |
 PC0964|---------------------------------------------------------------------|
 PC0964
 PC0964                          SUPERSEDED SURVEY CONTROL
 PC0964
 PC0964  NAD 83(1998)-  43 38 19.00591(N)    123 19 36.74760(W) AD(       ) B
 PC0964  ELLIP H (07/03/01)  525.536  (m)                       GP(       ) 5 1
 PC0964  NAD 83(1991)-  43 38 19.00379(N)    123 19 36.74692(W) AD(       ) B
 PC0964  ELLIP H (02/25/91)  525.700  (m)                       GP(       ) 4 1
 PC0964  NAD 83(1986)-  43 38 19.00540(N)    123 19 36.77214(W) AD(       ) 2
 PC0964  NAD 27      -  43 38 19.57000(N)    123 19 32.46800(W) AD(       ) 2
 PC0964  NGVD 29 (02/25/91)  547.5    (m)         1796.     (f) GPS OBS     3  
 PC0964
 PC0964.Superseded values are not recommended for survey control.
 PC0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0964.See file dsdata.txt to determine how the superseded data were derived.
 PC0964
 PC0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP7363531788(NAD 83)
 PC0964_MARKER: DS = TRIANGULATION STATION DISK
 PC0964_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PC0964_SP_SET: PREFAB CONC. POST IN EARTH
 PC0964_STAMPING: AIRWAY BEACON 43 RESET 1957
 PC0964_MARK LOGO: CGS   
 PC0964_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PC0964_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PC0964_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PC0964+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1990
 PC0964
 PC0964  HISTORY     - Date     Condition        Report By
 PC0964  HISTORY     - 1957     MONUMENTED       FAA
 PC0964  HISTORY     - 1957     GOOD             CGS
 PC0964  HISTORY     - 1970     SEE DESCRIPTION  NGS
 PC0964  HISTORY     - 19890609 GOOD             BLM
 PC0964  HISTORY     - 19900418 GOOD
 PC0964
 PC0964                          STATION DESCRIPTION
 PC0964
 PC0964'DESCRIBED BY FEDERAL AVIATION ADMINISTRATION 1957
 PC0964'STATION, LOCATED ON TOP OF GRASSY HILL 3.25 MILES NORTHWEST OF
 PC0964'YONCALLA AND 2.0 MILES SSW OF DRAIN, WAS RECOVERED IN GOOD
 PC0964'CONDITION BY FAA.  STATION MARK, RM NO 1 AND RM NO 2 WERE
 PC0964'DESTROYED, AND THE TOP OF THE HILL WAS CUT OFF.  MARKS WERE THEN
 PC0964'REPLACED.
 PC0964'
 PC0964'THE NEW STATION MARK IS A STANDARD DISK STAMPED AIRWAY BEACON 43
 PC0964'RESET 1957 SET IN 2 FT X 2 FT X 2 FT CONCRETE BLOCK FLUSH WITH THE
 PC0964'GROUND, ABOUT 50 FEET WEST OF A 40 FT. MICRO-WAVE TOWER.  ITS
 PC0964'ELEVATION, 13 FEET LOWER THAN THE ORIGINAL STATION, IS NOW ABOUT
 PC0964'1,781 FT.
 PC0964'
 PC0964'RM NO 3 WAS ESTABLISHED IN THE ORIGINAL POSITION OF NO 1.  IT IS
 PC0964'A STANDARD DISK STAMPED AIRWAY BEACON 43 NO 3 1957 SET IN A 2 FT X
 PC0964'2 FT X 2 FT CONCRETE BLOCK FLUSH WITH THE GROUND AND AT THE SAME
 PC0964'ELEVATION AS THE STATION.
 PC0964'
 PC0964'RM NO 4 WAS ESTABLISHED IN THE ORIGINAL POSITION OF NO 2.  IT IS
 PC0964'A STANDARD DISK STAMPED AIRWAY BEACON 43 NO 4 1957 SET IN A 2 FT X
 PC0964'2 FT X 2 FT CONCRETE BLOCK FLUSH WITH THE GROUND AND AT THE SAME
 PC0964'ELEVATION AS THE STATION.
 PC0964'
 PC0964'TO REACH THE STATION FROM THE POST OFFICE IN DRAIN, GO SOUTH ON
 PC0964'U.S. HIGHWAY 99 FOR 3.25 MILES TO A SIDE ROAD RIGHT, TURN RIGHT
 PC0964'AND GO WEST FOR 0.3 MILE TO A T-ROAD RIGHT JUST AFTER CROSSING A
 PC0964'CATTLE GUARD.  (GET PERMISSION TO ENTER FROM LAND OWNER AT HOUSE
 PC0964'0.1 MILE NORTH) CONTINUE STRAIGHT AHEAD, WEST, FOR 0.05 MILE TO A
 PC0964'FORK, TAKE THE RIGHT FORK STRAIGHT AHEAD FOR 0.1 MILE TO A WIRE
 PC0964'GATE, GO THROUGH GATE AND CONTINUE WEST FOR 0.4 MILE TO A FORK,
 PC0964'TAKE THE RIGHT FORK AND GO NORTH FOR 0.5 MILE TO WIRE GATE, GO
 PC0964'THROUGH GATE AND FOLLOW TRACK ROAD UP THE HILL FOR 0.7 MILE
 PC0964'TO AIRWAY BEACON 43 AND STATION.
 PC0964'
 PC0964'THE FOLLOWING DISTANCES AND DIRECTIONS ARE FROM 1953 DATA,
 PC0964'SUBSTITUTING REFERENCE MARK NUMBERS--
 PC0964
 PC0964                          STATION RECOVERY (1957)
 PC0964
 PC0964'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 PC0964'RECOVERED IN GOOD CONDITION.
 PC0964
 PC0964                          STATION RECOVERY (1970)
 PC0964
 PC0964'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 PC0964'LANDMARKS, AND NUMEROUS CHANGES HAVE BEEN MADE.  THE BEACON HAS
 PC0964'BEEN REMOVED.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 PC0964'
 PC0964'THE STATION IS 2 MILES SOUTH-SOUTHWEST OF DRAIN, ON THE SUMMIT OF
 PC0964'A HILL LOCALLY KNOWN AS BALDY, ON GRASSLAND OWNED BY MR. DARRELL
 PC0964'PAYNE.
 PC0964'
 PC0964'TO REACH THE STATION FROM THE DRAIN POST OFFICE GO SOUTH ON THIRD
 PC0964'STREET FOR 1 BLOCK TO U.S. HIGHWAY 99, TURN RIGHT, AND GO WEST,
 PC0964'AND SOUTH ON U.S. HIGHWAY 99 FOR 3.0 MILES TO A DRIVEWAY ON THE
 PC0964'RIGHT, TURN RIGHT, AND GO SOUTHWEST ON THE DRIVEWAY FOR 0.3 MILE
 PC0964'TO A GATE, JUST SOUTH OF MR. DARRELL PAYNES RESIDENCE.  PASS THRU
 PC0964'THE GATE, AND GO NORTHWEST ON THE MAIN TRAVELED ROAD FOR 1.1
 PC0964'MILES TO A GATE, PASS THRU THE GATE, AND CONTINUE NORTHWEST ON
 PC0964'STEEP WINDING ROAD FOR 1.2 MILES TO THE SUMMIT, AND STATION.
 PC0964'
 PC0964'THE STATION MARK, STAMPED AIRWAY BN 43 RESET 1957, IS A STANDARD
 PC0964'DISK CEMENTED IN A DRILL HOLE IN A 2 BY 3 FOOT CONCRETE SLAB THAT
 PC0964'PROJECTS 1 INCH.  IT IS 210 FEET SOUTHEAST OF A TIN SHED THAT
 PC0964'HOUSES SOME COMMUNICATION EQUIPMENT, 66 FEET WEST OF A TIN SHED
 PC0964'THAT HOUSES SOME COMMUNICATION EQUIPMENT, 30 FEET NORTHWEST OF A
 PC0964'WALK GATE IN THE NORTH-SOUTH FENCE LINE, 27 FEET WEST OF THE
 PC0964'NORTH-SOUTH FENCE LINE, AND 2 FEET EAST OF A METAL WITNESS
 PC0964'POST.
 PC0964'
 PC0964'REFERENCE MARK NO. 3, STAMPED AIRWAY BN 43 NO 3 1957, IS A
 PC0964'STANDARD DISK CEMENTED IN A DRILL HOLE IN A ROUND CONCRETE SLAB
 PC0964'THAT IS 3 FEET IN DIAMETER, 30 FEET NORTHEAST OF THE WITNESS POST,
 PC0964'4 FEET WEST OF THE NORTH-SOUTH FENCE LINE, AND LEVEL WITH THE
 PC0964'STATION.
 PC0964'
 PC0964'REFERENCE MARK NO. 4, STAMPED AIRWAY BN 43 4 1957, IS A STANDARD
 PC0964'DISK CEMENTED IN A DRILL HOLE IN A 2 BY 3 FOOT SLAB THAT PROJECTS
 PC0964'1 INCH, 32 FEET SOUTHEAST OF THE WITNESS POST, 14 FEET SOUTHWEST
 PC0964'OF THE WALK GATE, 9 FEET WEST OF THE NORTH-SOUTH FENCE LINE, AND
 PC0964'LEVEL WITH THE STATION.
 PC0964'
 PC0964'THE DISTANCE BETWEEN R.M. NO. 3 AND R.M. NO. 4 IS 42.16 FEET.
 PC0964
 PC0964                          STATION RECOVERY (1989)
 PC0964
 PC0964'RECOVERY NOTE BY BUREAU OF LAND MANAGEMENT 1989
 PC0964'THE STATION MARK AND REFERENCE MARKS 3 AND 4 WERE RECOVERED AS
 PC0964'DESCRIBED IN THE 1970 DESCRIPTION.
 PC0964'THE FOLLOWING IS A NEW HOW-TO-REACH DESCRIPTION.  FROM THE
 PC0964'INTERSECTION OF STATE HIGHWAY 38 AND DOUGLAS COUNTY HIGHWAY 389 IN
 PC0964'DRAIN, OREGON, PROCEED WEST ON HIGHWAY 38 FOR 1.61 KM (1.00 MI) TO A
 PC0964'HAYHURST ROAD ON THE LEFT. TURN LEFT AND PROCEED SOUTHERLY ON
 PC0964'HAYHURST ROAD FOR 0.48 KM (0.30 MI) TO THE INTERSECTION WITH SOUTH
 PC0964'ELK CREEK ROAD.  CONTINUE AN ADDITIONAL 1.45 KM (0.90 MI) SOUTHERLY
 PC0964'ON HAYHURST ROAD TO A GRAVEL ROAD ON LEFT.  TURN LEFT ON THE GRAVEL
 PC0964'ROAD AND PROCEED EASTERLY OVER CATTLE GUARD AND PAST A GRAVEL STOCK
 PC0964'YARD ON RIGHT FOR 0.16 KM (0.10 MI) TO A LOCKED GATE.  (KEY TO GATE
 PC0964'CAN BE OBTAINED AT THE BLM DISTRICT OFFICE IN ROSEBURG, PHONE
 PC0964'672-4491, OR FROM WOOLLEY ENTERPRISES IN DRAIN, PHONE 836-2144)
 PC0964'PROCEED THROUGH THE GATE AND CONTINUE FOR 2.25 KM (1.40 MI) TO A
 PC0964'SHARP HAIRPIN FORK LEFT.  TURN LEFT AND ASCEND FOR 1.13 KM (0.70 MI)
 PC0964'TO STATION MARK AT SUMMIT OF HILL.
 PC0964
 PC0964                          STATION RECOVERY (1990)
 PC0964
 PC0964'RECOVERED 1990
 PC0964'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB1402 ***********************************************************************
 RB1402  DESIGNATION -  AIRWAY BN 18 14 MI W PENDLETON
 RB1402  PID         -  RB1402
 RB1402  STATE/COUNTY-  OR/UMATILLA
 RB1402  USGS QUAD   -  NOLIN (1968)
 RB1402
 RB1402                         *CURRENT SURVEY CONTROL
 RB1402  ___________________________________________________________________
 RB1402* NAD 83(1991)-  45 41 23.67613(N)    119 04 07.09072(W)     ADJUSTED  
 RB1402* NAVD 88     -              **(meters)            **(feet)            
 RB1402  ___________________________________________________________________
 RB1402  LAPLACE CORR-           4.99  (seconds)                    DEFLEC99
 RB1402  GEOID HEIGHT-         -21.28  (meters)                     GEOID03
 RB1402  HORZ ORDER  -  THIRD
 RB1402
 RB1402.The horizontal coordinates were established by classical geodetic methods
 RB1402.and adjusted by the National Geodetic Survey in October 1991.
 RB1402
 RB1402
 RB1402.The Laplace correction was computed from DEFLEC99 derived deflections.
 RB1402
 RB1402.The geoid height was determined by GEOID03.
 RB1402
 RB1402;                    North         East     Units Scale Factor Converg.
 RB1402;SPC OR N     -   225,817.535 2,611,482.930   MT  0.99993594   +1 00 54.4
 RB1402;SPC OR N     -   740,871.18  8,567,857.38   iFT  0.99993594   +1 00 54.4
 RB1402;UTM  11      - 5,061,676.416   338,929.068   MT  0.99991897   -1 28 50.1
 RB1402
 RB1402                          SUPERSEDED SURVEY CONTROL
 RB1402
 RB1402  NAD 83(1986)-  45 41 23.68088(N)    119 04 07.08619(W) AD(       ) 4
 RB1402  NAD 27      -  45 41 24.21627(N)    119 04 03.07908(W) AD(       ) 3
 RB1402
 RB1402.Superseded values are not recommended for survey control.
 RB1402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1402.See file dsdata.txt to determine how the superseded data were derived.
 RB1402
 RB1402_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL3892961676(NAD 83)
 RB1402
 RB1402  HISTORY     - Date     Condition        Report By
 RB1402  HISTORY     - 1963     MONUMENTED       CGS
 RB1402
 RB1402                          STATION DESCRIPTION
 RB1402
 RB1402'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 RB1402'THE STATION IS THE REVOLVING LIGHT ON THE TOP OF A STRUCTURAL
 RB1402'STEEL TOWER THAT IS APPROXIMATELY 30 FEET HIGH.  IT IS ABOUT 7
 RB1402'MILES SOUTHEAST OF ECHO AND ABOUT 3-1/2 MILES SOUTH OF U.S. HIGHWAY
 RB1402'30.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB1351 ***********************************************************************
 RB1351  DESIGNATION -  AIRWAY BN 21 WSW MILTON FREEW
 RB1351  PID         -  RB1351
 RB1351  STATE/COUNTY-  OR/UMATILLA
 RB1351  USGS QUAD   -  WATERMAN (1966)
 RB1351
 RB1351                         *CURRENT SURVEY CONTROL
 RB1351  ___________________________________________________________________
 RB1351* NAD 83(1991)-  45 53 56.13498(N)    118 34 42.05061(W)     ADJUSTED  
 RB1351* NAVD 88     -              **(meters)            **(feet)            
 RB1351  ___________________________________________________________________
 RB1351  LAPLACE CORR-           4.73  (seconds)                    DEFLEC99
 RB1351  GEOID HEIGHT-         -20.85  (meters)                     GEOID03
 RB1351  HORZ ORDER  -  THIRD
 RB1351
 RB1351.The horizontal coordinates were established by classical geodetic methods
 RB1351.and adjusted by the National Geodetic Survey in October 1991.
 RB1351
 RB1351
 RB1351.The Laplace correction was computed from DEFLEC99 derived deflections.
 RB1351
 RB1351.The geoid height was determined by GEOID03.
 RB1351
 RB1351;                    North         East     Units Scale Factor Converg.
 RB1351;SPC OR N     -   249,833.916 2,649,110.702   MT  0.99997587   +1 21 46.1
 RB1351;SPC OR N     -   819,665.08  8,691,308.08   iFT  0.99997587   +1 21 46.1
 RB1351;UTM  11      - 5,084,028.803   377,563.032   MT  0.99978429   -1 08 00.9
 RB1351
 RB1351                          SUPERSEDED SURVEY CONTROL
 RB1351
 RB1351  NAD 83(1986)-  45 53 56.14000(N)    118 34 42.04362(W) AD(       ) 4
 RB1351  NAD 27      -  45 53 56.66117(N)    118 34 38.12418(W) AD(       ) 3
 RB1351
 RB1351.Superseded values are not recommended for survey control.
 RB1351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1351.See file dsdata.txt to determine how the superseded data were derived.
 RB1351
 RB1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL7756384029(NAD 83)
 RB1351
 RB1351  HISTORY     - Date     Condition        Report By
 RB1351  HISTORY     - 1963     MONUMENTED       CGS
 RB1351
 RB1351                          STATION DESCRIPTION
 RB1351
 RB1351'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 RB1351'THE STATION IS THE REVOLVING LIGHT ON THE TOP OF A STRUCTURAL
 RB1351'STEEL TOWER THAT IS APPROXIMATELY 30 FEET HIGH.  IT IS ON A LOW
 RB1351'BARE HILL AND ABOUT 1/2 MILE SOUTH OF THE RAILROAD DEPOT AT
 RB1351'WAYLAND SIDING.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0752 ***********************************************************************
 PA0752  DESIGNATION -  AJ 313 RESET
 PA0752  PID         -  PA0752
 PA0752  STATE/COUNTY-  OR/HARNEY
 PA0752  USGS QUAD   -  DREWSEY (1990)
 PA0752
 PA0752                         *CURRENT SURVEY CONTROL
 PA0752  ___________________________________________________________________
 PA0752* NAD 83(1986)-  43 45 35.     (N)    118 23 57.     (W)     SCALED    
 PA0752* NAVD 88     -      1178.13   (meters)    3865.2    (feet)  RESET     
 PA0752  ___________________________________________________________________
 PA0752  GEOID HEIGHT-         -18.42  (meters)                     GEOID03
 PA0752  VERT ORDER  -  THIRD
 PA0752
 PA0752.The horizontal coordinates were scaled from a topographic map and have
 PA0752.an estimated accuracy of +/- 6 seconds.
 PA0752
 PA0752.The orthometric height was computed from unverified reset data.
 PA0752.No vertical observational check was made to the station.
 PA0752
 PA0752.The geoid height was determined by GEOID03.
 PA0752
 PA0752;                    North         East    Units  Estimated Accuracy
 PA0752;SPC OR S     -   234,630.    1,669,150.      MT  (+/- 180 meters Scaled)
 PA0752
 PA0752                          SUPERSEDED SURVEY CONTROL
 PA0752
 PA0752  NGVD 29 (10/26/06) 1177.01   (m)         3861.6    (f) RESET       3  
 PA0752
 PA0752.Superseded values are not recommended for survey control.
 PA0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0752.See file dsdata.txt to determine how the superseded data were derived.
 PA0752
 PA0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ873461(NAD 83)
 PA0752_MARKER: DB = BENCH MARK DISK
 PA0752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0752_SP_SET: CONCRETE POST
 PA0752_STAMPING: AJ 313 ORHD RESET 1982
 PA0752_MARK LOGO: NGS   
 PA0752_MAGNETIC: N = NO MAGNETIC MATERIAL
 PA0752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0752+STABILITY: SURFACE MOTION
 PA0752
 PA0752  HISTORY     - Date     Condition        Report By
 PA0752  HISTORY     - 1982     MONUMENTED       NGS
 PA0752
 PA0752                          STATION DESCRIPTION
 PA0752
 PA0752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 PA0752'FROM DREWSEY BY GOING SOUTHEAST 3.2 KM (2.0 MI) TO INTERSECTION WITH
 PA0752'HIGHWAY 20, TURN RIGHT AND GO 4.0 KM (2.5 MI) TO THE MARK ON THE
 PA0752'RIGHT, 23 METERS N OF CENTERLINE OF ROAD, 20 METERS NORTHEAST OF THE
 PA0752'NORTH END OF A CULVERT, 8 METERS NORTH OF THE TOP EDGE OF A CUT, 0.25
 PA0752'METERS SOUTH OF A FENCE, 0.25 METERS EAST OF A WITNESS POST, MARK
 PA0752'PROJECTING 5 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2556 ***********************************************************************
 RC2556  DESIGNATION -  AJAX
 RC2556  PID         -  RC2556
 RC2556  STATE/COUNTY-  OR/GILLIAM
 RC2556  USGS QUAD   -  ESAU CANYON (1970)
 RC2556
 RC2556                         *CURRENT SURVEY CONTROL
 RC2556  ___________________________________________________________________
 RC2556* NAD 83(1991)-  45 23 26.22194(N)    120 29 26.58029(W)     ADJUSTED  
 RC2556* NAVD 88     -       658.5    (meters)    2160.     (feet)  VERTCON   
 RC2556  ___________________________________________________________________
 RC2556  LAPLACE CORR-           3.42  (seconds)                    DEFLEC99
 RC2556  GEOID HEIGHT-         -21.18  (meters)                     GEOID03
 RC2556  HORZ ORDER  -  SECOND
 RC2556
 RC2556.The horizontal coordinates were established by classical geodetic methods
 RC2556.and adjusted by the National Geodetic Survey in October 1991.
 RC2556
 RC2556.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC2556.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC2556
 RC2556.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2556
 RC2556.The geoid height was determined by GEOID03.
 RC2556
 RC2556;                    North         East     Units Scale Factor Converg.
 RC2556;SPC OR N     -   191,568.651 2,500,726.893   MT  0.99990207   +0 00 23.7
 RC2556;SPC OR N     -   628,506.07  8,204,484.56   iFT  0.99990207   +0 00 23.7
 RC2556;UTM  10      - 5,029,407.524   696,420.736   MT  1.00007438   +1 47 13.0
 RC2556
 RC2556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2556!SPC OR N     -   0.99990009  x   0.99990207  =   0.99980217
 RC2556!UTM  10      -   0.99990009  x   1.00007438  =   0.99997446
 RC2556
 RC2556|---------------------------------------------------------------------|
 RC2556| PID    Reference Object                     Distance      Geod. Az  |
 RC2556|                                                           dddmmss.s |
 RC2556| CF5168 AJAX RM 1                            26.274 METERS 06340     |
 RC2556| CF5167 AJAX AZ MK                                         1053121.8 |
 RC2556| CF5169 AJAX RM 2                            29.156 METERS 15323     |
 RC2556|---------------------------------------------------------------------|
 RC2556
 RC2556                          SUPERSEDED SURVEY CONTROL
 RC2556
 RC2556  NAD 83(1986)-  45 23 26.23178(N)    120 29 26.57409(W) AD(       ) 2
 RC2556  NAD 27      -  45 23 26.77300(N)    120 29 22.40100(W) AD(       ) 2
 RC2556  NGVD 29 (07/19/86)  657.5    (m)         2157.     (f) VERT ANG    3  
 RC2556
 RC2556.Superseded values are not recommended for survey control.
 RC2556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2556.See file dsdata.txt to determine how the superseded data were derived.
 RC2556
 RC2556_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR9642129408(NAD 83)
 RC2556_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RC2556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC2556
 RC2556  HISTORY     - Date     Condition        Report By
 RC2556  HISTORY     - 1946     MONUMENTED       CGS
 RC2556  HISTORY     - 1959     SEE DESCRIPTION  BPA
 RC2556  HISTORY     - 1966     SEE DESCRIPTION  CGS
 RC2556
 RC2556                          STATION DESCRIPTION
 RC2556
 RC2556'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JCT)
 RC2556'STATION IS ABOUT 18.5 MILES AIRLINE NORTHWEST OF CONDON, 17.5
 RC2556'MILES AIRLINE SOUTHWEST OF OLEX, 6.0 MILES AIRLINE SOUTH-SOUTHWEST
 RC2556'OF THE COTTONWOOD BRIDGE OVER THE JOHN DAY RIVER, AND ABOUT 1.25
 RC2556'MILE EAST OF THE JOHN DAY RIVER AT ITS NEAREST POINT.  STATION
 RC2556'IS ON THE FLAT BLUFFS LYING BETWEEN DEVILS CANYON AND FERRY
 RC2556'CANYON ON LAND OWNED BY ED RIETMANN, ABOUT 1.5 MILE NORTHWEST OF
 RC2556'THE RIETMANN RANCH HOUSE, 86.2 FEET SOUTHWEST OF
 RC2556'NORTHWEST-SOUTHEAST FENCE LINE.  THE MARK PROJECTS 2 INCHES,
 RC2556'AND THE DISK IS STAMPED, AJAX 1946.
 RC2556'
 RC2556'REFERENCE MARK 1 IS IN THE NORTHWEST-SOUTHEAST FENCE LINE.  THE
 RC2556'MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED, AJAX NO 1 1946.
 RC2556'
 RC2556'REFERENCE MARK 2 PROJECTS 4 INCHES ABOVE THE GROUND, AND IS ABOUT
 RC2556'THE SAME LEVEL AS THE STATION.  DISK IS STAMPED, AJAX NO 2 1946.
 RC2556'
 RC2556'AZIMUTH MARK IS 0.2 MILE NORTH-NORTHEAST OF THE RIETMANN RANCH
 RC2556'HOUSE, 0.05 MILE NORTHWEST OF WINDMILL, 15 FEET SOUTH OF T FENCE
 RC2556'CORNER.  THE MARK IS IN THE FENCE LINE, AND PROJECTS 2 INCHES.  THE
 RC2556'DISK IS STAMPED, AJAX 1946.  TO REACH FROM RIETMANN RANCH PROCEED
 RC2556'NORTHEAST ON FARM ROAD TOWARD STATION FOR 0.2 MILE.
 RC2556'
 RC2556'TO REACH THE STATION FROM THE POST OFFICE IN CONDON FOLLOW STATE
 RC2556'HIGHWAY NO. 206 TOWARD WASCO FOR 18.05 MILES TO A ROAD LEFT AND
 RC2556'SIGN READING, AJAX 3 MI..  TURN LEFT (SOUTH) ON DIRT ROAD, GO 0.5
 RC2556'MILE TO ROAD FORK.  BEAR RIGHT ON MAIN TRAVELED ROAD, GO 2.45
 RC2556'MILES TO OLD BUILDING ON LEFT SIDE OF ROAD.  CONTINUE ON ROAD, GO
 RC2556'1.65 MILE TO RIETMANN RANCH HOUSE.  TURN RIGHT ON FARM ROAD
 RC2556'LEADING TOWARD WINDMILL ON HILL, GO 0.2 MILE TO FENCE CORNER.
 RC2556'BEAR LEFT ACROSS CULTIVATED FIELD, GO 0.1 MILE TO WIRE GATE.
 RC2556'PASS THROUGH GATE AND FOLLOW MAIN FIELD ROAD NORTH AND WEST, GO
 RC2556'2.05 MILES TO GATE.  TURN LEFT OFF FIELD ROAD WITHOUT PASSING
 RC2556'THROUGH GATE, GO 0.45 MILE SOUTHWARD ALONG THE LEFT SIDE OF THE
 RC2556'FENCE TO AN EAST-WEST FENCE LINE ON TOP OF HILL AND
 RC2556'STATION.
 RC2556
 RC2556                          STATION RECOVERY (1959)
 RC2556
 RC2556'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1959
 RC2556'TO REACH FROM THE INTERSECTION OF STATE HWY. 206 AND 19 IN
 RC2556'CONDON, GO WEST AND NORTH ON HWY. 206 16.4 MILES TO A SIDE ROAD
 RC2556'LEFT (SIGN AJAX 4 WEST.  WASCO 30, MORO 25 AHEAD).  TURN LEFT ON
 RC2556'GRAVEL ROAD AND GO NORTHWESTERLY 0.6 MILE TO A FORK TAKE LEFT
 RC2556'FORK ON MAIN TRAVELED ROAD AND GO 0.9 MILE TO A FORK (AND OLD
 RC2556'SCHOOL HOUSE ON THE RIGHT).  TAKE LEFT FORK CROSS CATTLE GUARD
 RC2556'AND CONTINUE ON MAIN TRAVELED ROAD FOR 1.5 MILE TO A CATTLE
 RC2556'GUARD.  GO THROUGH CATTLE GUARD AND CONTINUE 1.0 MILE TO THE
 RC2556'RIETMAN RANCH AND A CATTLE GUARD ON THE RIGHT.  TURN RIGHT THROUGH
 RC2556'CATTLE GUARD AND FOLLOW TRACK ROAD PAST THE EAST EDGE OF FEED
 RC2556'LOT AND WEST OF WINDMILL ON THE HILL FOR 0.2 MILE TO A GATE.
 RC2556'(AZIMUTH MARK IS + OR - 150 FEET WEST OF GATE AND + OR - 15
 RC2556'FEET SOUTH OF FENCE LINE).  PASS THROUGH GATE AND FOLLOW
 RC2556'MAIN FIELD ROAD NORTH AND WEST 2.05 MILES TO GATE.  TURN
 RC2556'LEFT OFF FIELD ROAD WITHOUT PASSING THROUGH GATE, GO 0.3
 RC2556'MILE SOUTHWARD ALONG EDGE OF FIELD TO AN EAST-WEST FENCE AND END
 RC2556'OF TRUCK TRAVEL.  PACK SOUTH APPROX. 0.2 MILE TO TOP OF HILL
 RC2556'AND STATION AS DESCRIBED.
 RC2556
 RC2556                          STATION RECOVERY (1966)
 RC2556
 RC2556'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JCL)
 RC2556'THE STATION MARK, STAMPED AJAX 1946, REFERENCE MARK NO. 1,
 RC2556'STAMPED AJAX NO 1 1946 AND REFERENCE MARK NO. 2, STAMPED AJAX NO
 RC2556'2 1946 WERE RECOVERED AS DESCRIBED.  A METAL WITNESS POST WAS
 RC2556'PLACED 1 FOOT SOUTHWEST OF THE STATION MARK.  THE AZIMUTH MARK WAS
 RC2556'NOT RECOVERED, BUT THE PROPERTY OWNER, MR. VAN RIETMANN SAID
 RC2556'THE MARK WAS IN GOOD CONDITION UNDER HIS WINTER SUPPLY OF STRAW.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2138 ***********************************************************************
 RD2138  DESIGNATION -  AL
 RD2138  PID         -  RD2138
 RD2138  STATE/COUNTY-  OR/MULTNOMAH
 RD2138  USGS QUAD   -  MULTNOMAH FALLS (1994)
 RD2138
 RD2138                         *CURRENT SURVEY CONTROL
 RD2138  ___________________________________________________________________
 RD2138* NAD 83(1991)-  45 36 52.66883(N)    122 00 41.29205(W)     ADJUSTED  
 RD2138* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 RD2138  ___________________________________________________________________
 RD2138  LAPLACE CORR-           6.20  (seconds)                    DEFLEC99
 RD2138  GEOID HEIGHT-         -21.89  (meters)                     GEOID03
 RD2138  HORZ ORDER  -  THIRD
 RD2138
 RD2138.The horizontal coordinates were established by classical geodetic methods
 RD2138.and adjusted by the National Geodetic Survey in October 1991.
 RD2138
 RD2138.The orthometric height was scaled from a topographic map.
 RD2138
 RD2138.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2138
 RD2138.The geoid height was determined by GEOID03.
 RD2138
 RD2138;                    North         East     Units Scale Factor Converg.
 RD2138;SPC OR N     -   217,566.275 2,382,122.120   MT  0.99992484   -1 04 18.9
 RD2138;SPC OR N     -   713,800.11  7,815,361.29   iFT  0.99992484   -1 04 18.9
 RD2138;SPC WA S     -    32,396.404   382,106.909   MT  1.00005674   -1 05 52.5
 RD2138;SPC WA S     -   106,287.20  1,253,629.08   sFT  1.00005674   -1 05 52.5
 RD2138;UTM  10      - 5,051,706.899   577,073.738   MT  0.99967303   +0 42 23.4
 RD2138
 RD2138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2138!SPC OR N     -   1.00000233  x   0.99992484  =   0.99992717
 RD2138!SPC WA S     -   1.00000233  x   1.00005674  =   1.00005907
 RD2138!UTM  10      -   1.00000233  x   0.99967303  =   0.99967536
 RD2138
 RD2138:                Primary Azimuth Mark                     Grid Az
 RD2138:SPC OR N     -  BAR                                      253 43 56.3
 RD2138:SPC WA S     -  BAR                                      253 45 29.9
 RD2138:UTM  10      -  BAR                                      251 57 14.0
 RD2138
 RD2138|---------------------------------------------------------------------|
 RD2138| PID    Reference Object                     Distance      Geod. Az  |
 RD2138|                                                           dddmmss.s |
 RD2138| RD2175 BAR                                 APPROX. 0.7 KM 2523937.4 |
 RD2138|---------------------------------------------------------------------|
 RD2138
 RD2138                          SUPERSEDED SURVEY CONTROL
 RD2138
 RD2138  NAD 83(1986)-  45 36 52.67806(N)    122 00 41.29963(W) AD(       ) 3
 RD2138  NAD 27      -  45 36 53.25000(N)    122 00 37.01100(W) AD(       ) 3
 RD2138
 RD2138.Superseded values are not recommended for survey control.
 RD2138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2138.See file dsdata.txt to determine how the superseded data were derived.
 RD2138
 RD2138_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER7707451707(NAD 83)
 RD2138
 RD2138  HISTORY     - Date     Condition        Report By
 RD2138  HISTORY     - 1935     MONUMENTED       USE
 RD2138  HISTORY     - 1941     SEE DESCRIPTION  USE
 RD2138  HISTORY     - 1947     SEE DESCRIPTION  CGS
 RD2138
 RD2138                          STATION DESCRIPTION
 RD2138
 RD2138'DESCRIBED BY US ENGINEERS 1941
 RD2138'ON S BANK OF COLUMBIA RIVER, ABOUT 0.3 MILE W OF WARRENDALE
 RD2138'AND OPPOSITE WESTERN PART OF PIERCE ISLAND.  STATION IS
 RD2138'ABOUT 0.3 MILE W OF ABANDONED CANNERY.
 RD2138'
 RD2138'STATION MARKED BY SECTION OF 1 1/4-INCH IRON PIPE IN CONCRETE
 RD2138'POST WITH USED AL 1935 MARKED IN CONCRETE.  IN 1941 REPORTED
 RD2138'STATION LOST AND REPLACED BY STATION AL 2 (U.S.E.), ALSO
 RD2138'CONSISTING OF SECTION OF IRON PIPE IN CONCRETE POST.  POSITION
 RD2138'OF NEW STATION NOT AVAILABLE.
 RD2138
 RD2138                          STATION RECOVERY (1947)
 RD2138
 RD2138'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (EHB)
 RD2138'SIGNAL BUILDING PARTY OF THREE MEN SEARCHED IN THE VICINITY
 RD2138'OF THIS STATION FOR TWO HOURS.  NEITHER AL (U.S.E.) 1935 NOR
 RD2138'AL 2 (U.S.E.) MENTIONED IN DESCRIPTION WERE FOUND.  RIVERBANK
 RD2138'IN THIS VICINITY SHOWS CONSIDERABLE EROSION AND IT IS
 RD2138'BELIEVED THAT NEITHER STATION EXISTS AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0925 ***********************************************************************
 PC0925  DESIGNATION -  AL
 PC0925  PID         -  PC0925
 PC0925  STATE/COUNTY-  OR/LANE
 PC0925  USGS QUAD   -  CRESWELL (1984)
 PC0925
 PC0925                         *CURRENT SURVEY CONTROL
 PC0925  ___________________________________________________________________
 PC0925* NAD 83(1991)-  43 59 57.64080(N)    123 03 36.25837(W)     ADJUSTED  
 PC0925* NAVD 88     -       377.0    (meters)    1237.     (feet)  VERTCON   
 PC0925  ___________________________________________________________________
 PC0925  LAPLACE CORR-          -4.06  (seconds)                    DEFLEC99
 PC0925  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 PC0925  HORZ ORDER  -  SECOND
 PC0925
 PC0925.The horizontal coordinates were established by classical geodetic methods
 PC0925.and adjusted by the National Geodetic Survey in October 1991.
 PC0925
 PC0925.The NAVD 88 height was computed by applying the VERTCON shift value to
 PC0925.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PC0925
 PC0925.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC0925
 PC0925.The geoid height was determined by GEOID03.
 PC0925
 PC0925;                    North         East     Units Scale Factor Converg.
 PC0925;SPC OR S     -   262,269.065 1,294,696.141   MT  0.99999983   -1 45 05.3
 PC0925;SPC OR S     -   860,462.81  4,247,690.75   iFT  0.99999983   -1 45 05.3
 PC0925;UTM  10      - 4,871,801.808   495,183.746   MT  0.99960029   -0 02 30.2
 PC0925
 PC0925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC0925!SPC OR S     -   0.99994453  x   0.99999983  =   0.99994436
 PC0925!UTM  10      -   0.99994453  x   0.99960029  =   0.99954485
 PC0925
 PC0925|---------------------------------------------------------------------|
 PC0925| PID    Reference Object                     Distance      Geod. Az  |
 PC0925|                                                           dddmmss.s |
 PC0925| CD8969 AL RM 2                                            16229     |
 PC0925| PC0920 SPENCER                             APPROX. 3.4 KM 2373841.7 |
 PC0925| CD8968 AL RM 1                                            26149     |
 PC0925|---------------------------------------------------------------------|
 PC0925
 PC0925                          SUPERSEDED SURVEY CONTROL
 PC0925
 PC0925  NAD 83(1986)-  43 59 57.65567(N)    123 03 36.28436(W) AD(       ) 2
 PC0925  NAD 27      -  43 59 58.20579(N)    123 03 31.97897(W) AD(       ) 2
 PC0925  NGVD 29 (07/19/86)  375.9    (m)         1233.     (f) VERT ANG    3  
 PC0925
 PC0925.Superseded values are not recommended for survey control.
 PC0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0925.See file dsdata.txt to determine how the superseded data were derived.
 PC0925
 PC0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP9518471802(NAD 83)
 PC0925_MARKER: DD = SURVEY DISK
 PC0925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0925_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PC0925
 PC0925  HISTORY     - Date     Condition        Report By
 PC0925  HISTORY     - 1970     MONUMENTED       OR-039
 PC0925
 PC0925                          STATION DESCRIPTION
 PC0925
 PC0925'DESCRIBED BY LANE COUNTY OREGON 1970 (FLI)
 PC0925'THE STATION IS LOCATED ABOUT 4-1/2 MILES SOUTHEAST OF EUGENE, 2-1/2
 PC0925'MILES WEST OF GOSHEN AND ON THE NORTHEAST END OF A PARTIALLY
 PC0925'TIMBERED HILL.
 PC0925'
 PC0925'TO REACH THE STATION FROM THE GOSHEN FIRE DEPARTMENT IN GOSHEN, GO
 PC0925'SOUTH ON U.S. HIGHWAY 99 FOR 1.9 MILES TO A SIDE ROAD RIGHT.  TURN
 PC0925'RIGHT AND GO WEST AND NORTH ON DILLARD ROAD FOR 4.1 MILES TO A
 PC0925'POINT WHERE A POWER LINE CROSSES THE ROAD AND A GATE ON THE RIGHT.
 PC0925'TURN RIGHT, PASS THROUGH THE GATE AND GO EAST AND NORTHEAST ON A
 PC0925'TRACK ROAD FOR 0.3 MILE TO A Y-FORK.  TAKE THE LEFT FORK AND GO
 PC0925'NORTH FOR 0.1 MILE TO TOP OF RIDGE, THENCE BEAR RIGHT AND GO
 PC0925'NORTHEAST, ALONG THE RIDGE, FOR 0.05 MILE TO THE STATION.
 PC0925'
 PC0925'THE STATION MARK, STAMPED AL 1969, IS A LANE COUNTY DISK SET IN THE
 PC0925'TOP OF A CYLINDRICAL, CONCRETE POST THAT IS 8 INCHES IN DIAMETER
 PC0925'AND PROJECTS 1 FOOT.  IT IS 144 FEET EAST OF THE LARGEST FIR TREE
 PC0925'IN THE IMMEDIATE VICINITY AND 3.4 FEET NORTH-NORTHWEST OF A WITNESS
 PC0925'POST.
 PC0925'
 PC0925'REFERENCE MARK NO. 1, STAMPED AL RM 1 1969, IS A LANE COUNTY DISK
 PC0925'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 4 INCHES.  IT IS
 PC0925'109.5 FEET WEST OF THE WITNESS POST AND 47 FEET EAST OF THE LARGE
 PC0925'FIR TREE.
 PC0925'
 PC0925'REFERENCE MARK NO. 2, STAMPED AL RM 2 1969, IS A LANE COUNTY DISK
 PC0925'CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS FLUSH WITH THE
 PC0925'GROUND.  IT IS 104.8 FEET SOUTH OF THE WITNESS POST AND 190 FEET
 PC0925'SOUTHEAST OF THE LARGE FIR TREE.
 PC0925'
 PC0925'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0015 ***********************************************************************
 PA0015  DESIGNATION -  AL 313
 PA0015  PID         -  PA0015
 PA0015  STATE/COUNTY-  OR/HARNEY
 PA0015  USGS QUAD   -  DREWSEY (1990)
 PA0015
 PA0015                         *CURRENT SURVEY CONTROL
 PA0015  ___________________________________________________________________
 PA0015* NAD 83(1986)-  43 45 13.     (N)    118 25 35.     (W)     SCALED    
 PA0015* NAVD 88     -      1126.572  (meters)    3696.09   (feet)  ADJUSTED  
 PA0015  ___________________________________________________________________
 PA0015  GEOID HEIGHT-         -18.43  (meters)                     GEOID03
 PA0015  DYNAMIC HT  -        1126.087 (meters)    3694.50  (feet)  COMP
 PA0015  MODELED GRAV-     980,149.6   (mgal)                       NAVD 88
 PA0015
 PA0015  VERT ORDER  -  FIRST     CLASS II
 PA0015
 PA0015.The horizontal coordinates were scaled from a topographic map and have
 PA0015.an estimated accuracy of +/- 6 seconds.
 PA0015
 PA0015.The orthometric height was determined by differential leveling
 PA0015.and adjusted in June 1991.
 PA0015
 PA0015.The geoid height was determined by GEOID03.
 PA0015
 PA0015.The dynamic height is computed by dividing the NAVD 88
 PA0015.geopotential number by the normal gravity value computed on the
 PA0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0015.degrees latitude (g = 980.6199 gals.).
 PA0015
 PA0015.The modeled gravity was interpolated from observed gravity values.
 PA0015
 PA0015;                    North         East    Units  Estimated Accuracy
 PA0015;SPC OR S     -   233,900.    1,666,980.      MT  (+/- 180 meters Scaled)
 PA0015
 PA0015                          SUPERSEDED SURVEY CONTROL
 PA0015
 PA0015  NGVD 29 (??/??/92) 1125.447  (m)         3692.40   (f) ADJ UNCH    1 2
 PA0015
 PA0015.Superseded values are not recommended for survey control.
 PA0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0015.See file dsdata.txt to determine how the superseded data were derived.
 PA0015
 PA0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ851454(NAD 83)
 PA0015_MARKER: DD = SURVEY DISK
 PA0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PA0015_STAMPING: AL 313 1934
 PA0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0015+STABILITY: SURFACE MOTION
 PA0015
 PA0015  HISTORY     - Date     Condition        Report By
 PA0015  HISTORY     - 1934     MONUMENTED       ORDT
 PA0015  HISTORY     - 1943     GOOD             NGS
 PA0015  HISTORY     - 1973     GOOD             NGS
 PA0015
 PA0015                          STATION DESCRIPTION
 PA0015
 PA0015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PA0015'20.6 MI W FROM JUNTURA.
 PA0015'ALONG U.S. HIGHWAY 20, 20.6 MILES WEST FROM JUNTURA AND 37.5 MILES
 PA0015'EAST OF THE POST OFFICE AT BURNS, 208 FEET NORTH OF THE HIGHWAY CENTER
 PA0015'LINE, 112 FEET NORTH OF BL 313 ON THE NORTH SIDE OF A RIDGE, 2.3 FEET
 PA0015'SOUTH OF A REFERENCE POST.  NOTE-- FOUND AS DESCRIBED EXCEPT THAT THE
 PA0015'WHITE WOODEN WITNESS POST IS GONE.  PLANETABLE LEVELS WHERE RUN TO
 PA0015'CHECK THE ELEVATION FROM BM BL 313.
 PA0015
 PA0015                          STATION RECOVERY (1973)
 PA0015
 PA0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 PA0015'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0566 ***********************************************************************
 QE0566  DESIGNATION -  ALBANY
 QE0566  PID         -  QE0566
 QE0566  STATE/COUNTY-  OR/LINN
 QE0566  USGS QUAD   -  ALBANY (1975)
 QE0566
 QE0566                         *CURRENT SURVEY CONTROL
 QE0566  ___________________________________________________________________
 QE0566* NAD 83(1991)-  44 38 25.99798(N)    123 03 46.51739(W)     ADJUSTED  
 QE0566* NAVD 88     -        68.064  (meters)     223.31   (feet)  ADJUSTED  
 QE0566  ___________________________________________________________________
 QE0566  LAPLACE CORR-          -5.57  (seconds)                    DEFLEC99
 QE0566  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 QE0566  DYNAMIC HT  -          68.059 (meters)     223.29  (feet)  COMP
 QE0566  MODELED GRAV-     980,546.6   (mgal)                       NAVD 88
 QE0566
 QE0566  HORZ ORDER  -  THIRD
 QE0566  VERT ORDER  -  FIRST     CLASS II
 QE0566
 QE0566.This mark is at Albany Municipal Airport (S12)
 QE0566
 QE0566.The horizontal coordinates were established by classical geodetic methods
 QE0566.and adjusted by the National Geodetic Survey in October 1991.
 QE0566
 QE0566.The orthometric height was determined by differential leveling
 QE0566.and adjusted in June 1991.
 QE0566
 QE0566.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE0566
 QE0566.The geoid height was determined by GEOID03.
 QE0566
 QE0566.The dynamic height is computed by dividing the NAVD 88
 QE0566.geopotential number by the normal gravity value computed on the
 QE0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0566.degrees latitude (g = 980.6199 gals.).
 QE0566
 QE0566.The modeled gravity was interpolated from observed gravity values.
 QE0566
 QE0566;                    North         East     Units Scale Factor Converg.
 QE0566;SPC OR N     -   111,445.290 2,296,709.235   MT  0.99993679   -1 49 03.3
 QE0566;SPC OR N     -   365,634.15  7,535,135.29   iFT  0.99993679   -1 49 03.3
 QE0566;UTM  10      - 4,943,023.803   495,009.915   MT  0.99960031   -0 02 39.2
 QE0566
 QE0566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE0566!SPC OR N     -   0.99999294  x   0.99993679  =   0.99992973
 QE0566!UTM  10      -   0.99999294  x   0.99960031  =   0.99959326
 QE0566
 QE0566:                Primary Azimuth Mark                     Grid Az
 QE0566:SPC OR N     -  ALBANY AIRPORT BEACON 212                003 29 34.8
 QE0566:UTM  10      -  ALBANY AIRPORT BEACON 212                001 43 10.7
 QE0566
 QE0566|---------------------------------------------------------------------|
 QE0566| PID    Reference Object                     Distance      Geod. Az  |
 QE0566|                                                           dddmmss.s |
 QE0566| QE2021 ALBANY AIRPORT BEACON 212           444.466 METERS 0014031.5 |
 QE0566| QE0568 ALBANY RM 2                          20.471 METERS 27523     |
 QE0566| QE0565 ALBANY AZ MK                                       3551653.8 |
 QE0566| QE0567 ALBANY RM 1                          29.507 METERS 35753     |
 QE0566|---------------------------------------------------------------------|
 QE0566
 QE0566                          SUPERSEDED SURVEY CONTROL
 QE0566
 QE0566  NAD 83(1986)-  44 38 26.02175(N)    123 03 46.53860(W) AD(       ) 3
 QE0566  NAD 27      -  44 38 26.58110(N)    123 03 42.20096(W) AD(       ) 3
 QE0566  NGVD 29 (??/??/92)   67.052  (m)          219.99   (f) ADJ UNCH    1 2
 QE0566
 QE0566.Superseded values are not recommended for survey control.
 QE0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0566.See file dsdata.txt to determine how the superseded data were derived.
 QE0566
 QE0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ9501043024(NAD 83)
 QE0566_MARKER: DS = TRIANGULATION STATION DISK
 QE0566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0566_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0566_STAMPING: ALBANY 1940
 QE0566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0566+STABILITY: SURFACE MOTION
 QE0566
 QE0566  HISTORY     - Date     Condition        Report By
 QE0566  HISTORY     - 1940     MONUMENTED       CGS
 QE0566  HISTORY     - 1941     GOOD             NGS
 QE0566  HISTORY     - 1987     MARK NOT FOUND   NGS
 QE0566
 QE0566                          STATION DESCRIPTION
 QE0566
 QE0566'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 QE0566'THE STATION IS AT THE ALBANY AIRPORT, ON THE WEST SIDE OF THE
 QE0566'LANDING FIELD, ABOUT 1-1/2 MILES EAST-NORTHEAST OF THE CENTER OF
 QE0566'ALBANY, AND ABOUT 1/4 MILE SOUTH OF THE JUNCTION OF THE OLD HIGHWAY
 QE0566'LEADING INTO THE CITY AND THE NEW U.S. HIGHWAY 99E.  THE
 QE0566'SURROUNDING COUNTRY IS FLAT.
 QE0566'
 QE0566'TO REACH FROM THE JUNCTION ON THE EAST SIDE OF ALBANY OF
 QE0566'U.S. HIGHWAYS 20 AND 99E, GO NORTH ON U.S. HIGHWAY 99E FOR 1.0
 QE0566'MILE TO A GRAVEL ROAD LEADING RIGHT (EAST) TO THE AIRPORT, TURN
 QE0566'RIGHT AND GO 0.1 MILE TO THE AIRPORT HANGAR, TURN RIGHT (SOUTH)
 QE0566'AND GO ABOUT 100 YARDS TO THE STATION ON THE LEFT BETWEEN THE
 QE0566'SECOND AND THIRD POWER-LINE POLES SOUTH OF THE HANGAR AND AT THE
 QE0566'WEST EDGE OF THE LANDING FIELD.
 QE0566'
 QE0566'THE STATION MARK IS 37 FEET EAST OF THE CENTERLINE OF THE ROAD,
 QE0566'5.2 FEET NORTH OF A WHITE WITNESS POST, PROJECTS 8 INCHES, AND IS
 QE0566'STAMPED ALBANY 1940.  NOTES 1A AND 7A.
 QE0566'
 QE0566'THE AZIMUTH MARK IS REACHED FROM THE STATION BY GOING NORTH ON
 QE0566'THE ROAD 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT (WEST), CLOSE
 QE0566'TO THE FENCE CORNER AT THIS POINT.  THE AZIMUTH MARK IS ABOUT 50
 QE0566'YARDS EAST OF U.S. HIGHWAY 99E, 32 FEET WEST OF THE CENTERLINE OF
 QE0566'THE GRAVEL ROAD, 2 FEET SOUTH-SOUTHWEST OF FENCE CORNER, 3.2 FEET
 QE0566'NORTH-NORTHEAST OF A WHITE WITNESS POST, PROJECTS 10 INCHES, AND
 QE0566'IS STAMPED ALBANY 1940.  NOTE 11A.
 QE0566'
 QE0566'REFERENCE MARK NO.1 IS AT THE WEST EDGE OF THE LANDING FIELD, 36
 QE0566'FEET EAST OF THE CENTERLINE OF THE ROAD, 9 FEET SOUTHEAST OF THE
 QE0566'SECOND POWER-LINE POLE SOUTH OF THE HANGAR, AT ABOUT THE SAME
 QE0566'ELEVATION AS THE STATION, PROJECTS 8 INCHES, AND IS STAMPED
 QE0566'ALBANY NO 1 1940.  NOTE 11A.
 QE0566'
 QE0566'REFERENCE MARK NO.2 IS 31 FEET WEST OF THE CENTERLINE OF THE ROAD
 QE0566'ON THE WEST SIDE OF THE LANDING FIELD, 1 FOOT EAST OF THE FENCE
 QE0566'LINE, AT ABOUT THE SAME ELEVATION AS THE STATION, PROJECTS 8
 QE0566'INCHES, AND IS STAMPED ALBANY NO 2 1940.  NOTE 11A.
 QE0566'
 QE0566'HEIGHT OF LIGHT ABOVE STATION MARK 1-1/2 METERS.
 QE0566
 QE0566                          STATION RECOVERY (1941)
 QE0566
 QE0566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 QE0566'2.0 MI E FROM ALBANY.
 QE0566'AT ALBANY AIRPORT, AT WEST EDGE OF FIELD SOUTH OF HANGAR, BETWEEN 2ND
 QE0566'AND 3RD POWER POLES SOUTH OF HANGAR, 37 FEET EAST OF NORTH-SOUTH ROAD,
 QE0566'3.21 FT. NORTH OF WITNESS POST MARKED USBM.
 QE0566
 QE0566                          STATION RECOVERY (1987)
 QE0566
 QE0566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE0566'THE ROAD HAS BEEN WIDENED AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2021 ***********************************************************************
 QE2021  DESIGNATION -  ALBANY AIRPORT BEACON 212
 QE2021  PID         -  QE2021
 QE2021  STATE/COUNTY-  OR/LINN
 QE2021  USGS QUAD   -  ALBANY (1975)
 QE2021
 QE2021                         *CURRENT SURVEY CONTROL
 QE2021  ___________________________________________________________________
 QE2021* NAD 83(1991)-  44 38 40.39076(N)    123 03 45.92770(W)     NO CHECK  
 QE2021* NAVD 88     -              **(meters)            **(feet)            
 QE2021  ___________________________________________________________________
 QE2021  LAPLACE CORR-          -5.53  (seconds)                    DEFLEC99
 QE2021  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 QE2021  HORZ ORDER  -  THIRD
 QE2021
 QE2021.The horizontal coordinates were established by classical geodetic methods
 QE2021.and adjusted by the National Geodetic Survey in October 1991.
 QE2021.No horizontal observational check was made to the station.
 QE2021
 QE2021
 QE2021.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2021
 QE2021.The geoid height was determined by GEOID03.
 QE2021
 QE2021;                    North         East     Units Scale Factor Converg.
 QE2021;SPC OR N     -   111,888.902 2,296,736.313   MT  0.99993616   -1 49 02.9
 QE2021;SPC OR N     -   367,089.57  7,535,224.12   iFT  0.99993616   -1 49 02.9
 QE2021;UTM  10      - 4,943,467.892   495,023.248   MT  0.99960030   -0 02 38.8
 QE2021
 QE2021                          SUPERSEDED SURVEY CONTROL
 QE2021
 QE2021  NAD 83(1986)-  44 38 40.41283(N)    123 03 45.94883(W) AD(       ) 4
 QE2021  NAD 27      -  44 38 40.97418(N)    123 03 41.61098(W) AD(       ) 3
 QE2021
 QE2021.Superseded values are not recommended for survey control.
 QE2021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2021.See file dsdata.txt to determine how the superseded data were derived.
 QE2021
 QE2021_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ9502343468(NAD 83)
 QE2021
 QE2021  HISTORY     - Date     Condition        Report By
 QE2021  HISTORY     - 1940     MONUMENTED       CGS
 QE2021  HISTORY     - 1960     SEE DESCRIPTION  DMA
 QE2021
 QE2021                          STATION DESCRIPTION
 QE2021
 QE2021'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 QE2021'AIRWAY BEACON NO.212 IS AT THE NORTHWEST CORNER OF THE FIELD AT
 QE2021'THE ALBANY AIRPORT AND JUST EAST OF U.S. HIGHWAY 99E.  IT IS ABOUT
 QE2021'1-1/2 MILES EAST-SOUTHEAST OF THE CENTER OF ALBANY.  THE WHITE
 QE2021'LIGHT WAS INTERSECTED.
 QE2021
 QE2021                          STATION RECOVERY (1960)
 QE2021
 QE2021'RECOVERY NOTE BY DEFENSE MAP AGENCY 1960
 QE2021'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0565 ***********************************************************************
 QE0565  DESIGNATION -  ALBANY AZ MK
 QE0565  PID         -  QE0565
 QE0565  STATE/COUNTY-  OR/LINN
 QE0565  USGS QUAD   -  ALBANY (1975)
 QE0565
 QE0565                         *CURRENT SURVEY CONTROL
 QE0565  ___________________________________________________________________
 QE0565* NAD 83(1986)-  44 38 34.     (N)    123 03 47.     (W)     SCALED    
 QE0565* NAVD 88     -        66.663  (meters)     218.71   (feet)  ADJUSTED  
 QE0565  ___________________________________________________________________
 QE0565  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 QE0565  DYNAMIC HT  -          66.659 (meters)     218.70  (feet)  COMP
 QE0565  MODELED GRAV-     980,546.7   (mgal)                       NAVD 88
 QE0565
 QE0565  VERT ORDER  -  FIRST     CLASS II
 QE0565
 QE0565.This mark is at Albany Municipal Airport (S12)
 QE0565
 QE0565.The horizontal coordinates were scaled from a topographic map and have
 QE0565.an estimated accuracy of +/- 6 seconds.
 QE0565
 QE0565.The orthometric height was determined by differential leveling
 QE0565.and adjusted in June 1991.
 QE0565
 QE0565.The geoid height was determined by GEOID03.
 QE0565
 QE0565.The dynamic height is computed by dividing the NAVD 88
 QE0565.geopotential number by the normal gravity value computed on the
 QE0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0565.degrees latitude (g = 980.6199 gals.).
 QE0565
 QE0565.The modeled gravity was interpolated from observed gravity values.
 QE0565
 QE0565;                    North         East    Units  Estimated Accuracy
 QE0565;SPC OR N     -   111,690.    2,296,710.      MT  (+/- 180 meters Scaled)
 QE0565
 QE0565                          SUPERSEDED SURVEY CONTROL
 QE0565
 QE0565  NGVD 29 (??/??/92)   65.652  (m)          215.39   (f) ADJ UNCH    1 2
 QE0565
 QE0565.Superseded values are not recommended for survey control.
 QE0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0565.See file dsdata.txt to determine how the superseded data were derived.
 QE0565
 QE0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ949432(NAD 83)
 QE0565_MARKER: DZ = AZIMUTH MARK DISK
 QE0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0565_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0565_STAMPING: ALBANY 1940
 QE0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0565+STABILITY: SURFACE MOTION
 QE0565
 QE0565  HISTORY     - Date     Condition        Report By
 QE0565  HISTORY     - 1940     MONUMENTED       CGS
 QE0565  HISTORY     - 1941     GOOD             NGS
 QE0565  HISTORY     - 1968     MARK NOT FOUND   NGS
 QE0565
 QE0565                          STATION DESCRIPTION
 QE0565
 QE0565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QE0565'2.0 MI E FROM ALBANY.
 QE0565'400 FEET SOUTH OF U. S. HIGHWAY 99 E, AT THE WEST EDGE OF ALBANY
 QE0565'AIRPORT, 32 FEET WEST THE CENTER OF A NORTH-SOUTH ROAD, 2.0 FEET
 QE0565'SOUTHWEST OF A FENCE CORNER, WITNESS POST MARKED USBM.
 QE0565
 QE0565                          STATION RECOVERY (1968)
 QE0565
 QE0565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 QE0565'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AD9154 ***********************************************************************
 AD9154  SACS        -  This is a Secondary Airport Control Station.
 AD9154  DESIGNATION -  ALBANY CBL 0 ZERO
 AD9154  PID         -  AD9154
 AD9154  STATE/COUNTY-  OR/LINN
 AD9154  USGS QUAD   -  ALBANY (1975)
 AD9154
 AD9154                         *CURRENT SURVEY CONTROL
 AD9154  ___________________________________________________________________
 AD9154* NAD 83(2007)-  44 38 35.80687(N)    123 03 35.30623(W)     ADJUSTED  
 AD9154* NAVD 88     -        67.62   (meters)     221.8    (feet)  GPS OBS   
 AD9154  ___________________________________________________________________
 AD9154  EPOCH DATE  -        2007.00
 AD9154  X           -  -2,479,670.704 (meters)                     COMP
 AD9154  Y           -  -3,809,646.184 (meters)                     COMP
 AD9154  Z           -   4,459,261.707 (meters)                     COMP
 AD9154  LAPLACE CORR-          -5.42  (seconds)                    DEFLEC99
 AD9154  ELLIP HEIGHT-          44.549 (meters)          (02/10/07) ADJUSTED
 AD9154  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 AD9154
 AD9154  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AD9154  Type    PID    Designation                      North   East  Ellip
 AD9154  -------------------------------------------------------------------
 AD9154  NETWORK AD9154 ALBANY CBL 0 ZERO                 0.55   0.37   1.63
 AD9154  -------------------------------------------------------------------
 AD9154
 AD9154.This mark is at Albany Municipal Airport (S12)
 AD9154
 AD9154.The horizontal coordinates were established by GPS observations
 AD9154.and adjusted by the National Geodetic Survey in February 2007.
 AD9154
 AD9154.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AD9154.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AD9154.The horizontal coordinates are valid at the epoch date displayed above.
 AD9154.The epoch date for horizontal control is a decimal equivalence
 AD9154.of Year/Month/Day.
 AD9154
 AD9154.The orthometric height was determined by GPS observations and a
 AD9154.high-resolution geoid model.
 AD9154
 AD9154.GPS derived orthometric heights for airport stations designated as
 AD9154.PACS or SACS are published to 2 decimal places.  This maintains
 AD9154.centimeter relative accuracy between the PACS and SACS.  It does
 AD9154.not indicate centimeter accuracy relative to other marks which are
 AD9154.part of the NAVD 88 network.
 AD9154
 AD9154.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9154
 AD9154.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9154
 AD9154.The ellipsoidal height was determined by GPS observations
 AD9154.and is referenced to NAD 83.
 AD9154
 AD9154.The geoid height was determined by GEOID03.
 AD9154
 AD9154;                    North         East     Units Scale Factor Converg.
 AD9154;SPC OR N     -   111,740.068 2,296,965.763   MT  0.99993636   -1 48 55.4
 AD9154;SPC OR N     -   366,601.27  7,535,976.91   iFT  0.99993636   -1 48 55.4
 AD9154;UTM  10      - 4,943,326.277   495,257.114   MT  0.99960028   -0 02 31.3
 AD9154
 AD9154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9154!SPC OR N     -   0.99999302  x   0.99993636  =   0.99992938
 AD9154!UTM  10      -   0.99999302  x   0.99960028  =   0.99959330
 AD9154
 AD9154:                Primary Azimuth Mark                     Grid Az
 AD9154:SPC OR N     -  ALBANY CBL 430                           181 51 27.1
 AD9154:UTM  10      -  ALBANY CBL 430                           180 05 03.0
 AD9154
 AD9154|---------------------------------------------------------------------|
 AD9154| PID    Reference Object                     Distance      Geod. Az  |
 AD9154|                                                           dddmmss.s |
 AD9154| QE2741 ALBANY CBL 430                      430.008 METERS 1800231.7 |
 AD9154|---------------------------------------------------------------------|
 AD9154
 AD9154                          SUPERSEDED SURVEY CONTROL
 AD9154
 AD9154  NAD 83(1998)-  44 38 35.80411(N)    123 03 35.30772(W) AD(       ) 1
 AD9154  ELLIP H (07/02/01)   44.581  (m)                       GP(       ) 3 2
 AD9154  NAD 83(1998)-  44 38 35.80406(N)    123 03 35.30774(W) AD(       ) 1
 AD9154  ELLIP H (07/02/97)   44.587  (m)                       GP(       ) 3 1
 AD9154
 AD9154.Superseded values are not recommended for survey control.
 AD9154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9154.See file dsdata.txt to determine how the superseded data were derived.
 AD9154
 AD9154_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ9525743326(NAD 83)
 AD9154_MARKER: DQ = CALIBRATION BASE LINE DISK
 AD9154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9154_STAMPING: ZERO 1982
 AD9154_MARK LOGO: NGS   
 AD9154_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9154+STABILITY: SURFACE MOTION
 AD9154_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9154+SATELLITE: SATELLITE OBSERVATIONS - October 27, 1997
 AD9154
 AD9154  HISTORY     - Date     Condition        Report By
 AD9154  HISTORY     - 1982     MONUMENTED       NGS
 AD9154  HISTORY     - 19960827 GOOD             CHANCE
 AD9154  HISTORY     - 19971027 GOOD             NGS
 AD9154
 AD9154                          STATION DESCRIPTION
 AD9154
 AD9154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AD9154'THE BASE LINE IS LOCATED AT THE ALBANY MUNICIPAL AIRPORT ON THE EAST
 AD9154'SIDE OF ALBANY.  THE AIRPORT IS LOCATED SLIGHTLY NE OF THE
 AD9154'INTERSECTION OF INTERSTATE 5 AND UNITED STATES HIGHWAY 20 AND IS
 AD9154'VISIBLE FROM THE HIGHWAYS.  THE BASE LINE IS APPROXIMATELY PARALLEL
 AD9154'WITH AND BETWEEN THE NORTH-SOUTH RUNWAY ON THE EAST AND THE
 AD9154'NORTH-SOUTH TAXIWAY ON THE WEST.
 AD9154' 
 AD9154'THE BASE LINE IS A NORTH-SOUTH BASE LINE WITH THE 0 METER POINT ON THE
 AD9154'NORTH END.  IT IS MADE UP OF 0, 430, 1090, AND 1240 METER POINTS WITH
 AD9154'POINTS FOR THE CALIBRATION OF 100, 200, AND 300 FOOT TAPES SET SOUTH
 AD9154'OF THE 0 METER POINT.  ALL OF THE MARKS ARE SET ON A LINE
 AD9154'APPROXIMATELY PARALLEL TO THE NORTH-SOUTH RUNWAY AND TAXIWAY AT THE
 AD9154'AIRPORT.  THE 0 AND 1240 METER POINTS HAVE PLASTIC WITNESS POSTS NEAR
 AD9154'THEM.
 AD9154' 
 AD9154'TO REACH THE BASE LINE FROM THE INTERSECTION OF INTERSTATE HIGHWAY 5
 AD9154'AND UNITED STATES HIGHWAY 20, GO NORTH ON INTERSTATE HIGHWAY 5 FOR 1.0
 AD9154'KM (0.6 MI) TO EXIT 234 ON RIGHT.  TAKE EXIT 234 (ALBANY AND KNOX
 AD9154'BUTTE) AND GO NE FOR 0.6 KM (0.4 MI)TO STOP SIGN AND INTERSECTION.
 AD9154'TURN RIGHT (TOWARDS KNOX BUTTE) AND GO APPROXIMATELY 100 FEET TO ROAD
 AD9154'ON RIGHT.  TURN RIGHT AND GO SW ON AIRPORT ROAD FOR 0.2 KM (0.1 MI) TO
 AD9154'0 METER POINT ON LEFT SIDE OF ROAD (ABOUT 3 FT LOWER THAN ROAD).
 AD9154'CONTINUE SOUTH ON GRASSY AREA FOR 0.2 KM (0.1 MI) TO 150 METER POINT
 AD9154'AND E-W TAXIWAY BETWEEN THE N-S RUNWAY ON LEFT AND THE N-S TAXIWAY ON
 AD9154'RIGHT (ABOUT THE SAME ELEVATION AS TAXIWAY AND RUNWAY).  BEAR RIGHT
 AD9154'AND GO SOUTH ON TAXIWAY FOR 0.3 KM 0.2 MI) TO 430 METER POINT IN
 AD9154'GRASSY AREA ON LEFT OF TAXIWAY (ABOUT 3 FT LOWER THAN TAXIWAY).
 AD9154'CONTINUE SOUTH ON TAXIWAY FOR 0.8 KM (0.5 MI) TO 1240 METER POINT IN
 AD9154'GRASSY AREA TO LEFT OF TAXIWAY (ABOUT 4 FT LOWER THAN TAXIWAY).
 AD9154' 
 AD9154'THE 0 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK
 AD9154'STAMPED--ZERO 1982--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 31
 AD9154'CM (12 IN)IN DIAMETER FLUSH WITH THE SURFACE OF THE GROUND LOCATED
 AD9154'7.89 M (25.9 FT) SE FROM CENTER LINE OF AIRPORT ROAD AND 0.94 M 3.1
 AD9154'FT) SW FROM WITNESS POST (PLASTIC).
 AD9154' 
 AD9154'USER NOTES - CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS.
 AD9154'ELEVATIONS ARE FOR CBL USE ONLY.
 AD9154' 
 AD9154'THIS BASE LINE WAS RE-ESTABLISHED IN CONJUNCTION WITH THE OREGON
 AD9154'DEPARTMENT OF TRANSPORTATION.  FOR FURTHER INFORMATION, CONTACT THE
 AD9154'LINN COUNTY SURVEYORS OFFICE, COURTHOUSE, 300 4TH AVENUE, SW, ALBANY,
 AD9154'OREGON 97321, TELEPHONE 541-967-3857 OR THE OREGON DEPARTMENT OF
 AD9154'TRANSPORTATION CHIEF OF SURVEYS, 200 HAWTHORNE AVENUE, SE, SUITE
 AD9154'B-250, SALEM, OREGON 97301, TELEPHONE 503-986-3103.
 AD9154
 AD9154                          STATION RECOVERY (1996)
 AD9154
 AD9154'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 AD9154'THE STATION IS LOCATED ABOUT 21 MILES (33.8 KM) SOUTH SOUTHWEST OF
 AD9154'SALEM, 12 MILES (19.3 KM) NORTHEAST OF CORVALLIS, IN EAST ALBANY AT
 AD9154'THE ALBANY MUNICIPAL AIRPORT, ERIC TEITELMAN - AIRPORT OPERATIONS,
 AD9154'PHONE 541-917-7500  TO REACH THE STATION FROM THE JUNCTION OF
 AD9154'INTERSTATE 5 AND US HIGHWAY 20, SOUTH OF ALBANY, PROCEED NORTH 0.6
 AD9154'MILES (1.0 KM) TO EXIT 233 (ALBANY / KNOX BUTTE EXIT) , PROCEED NORTH
 AD9154'ON EXIT RAMP 0.4 MILES (0.6 KM) TO A STOP SIGN, TURN RIGHT AND PROCEED
 AD9154'EAST 150 FT (45.7 M) TO THE AIRPORT ENTRANCE ROAD, MARKED -DEAD END-,
 AD9154'TURN RIGHT AND PROCEED SOUTH ON AIRPORT ENTRANCE ROAD 0.45 MILES (0.72
 AD9154'KM) TO AN ENTRANCE GATE ON THE LEFT, OBTAIN PERMISSION, TURN LEFT AND
 AD9154'PROCEED EAST THROUGH THE GATE AND ACROSS THE RAMP 0.05 MILES (0.08 KM)
 AD9154'TO THE EAST EDGE OF THE RAMP, TURN LEFT AND PROCEED NORTH 0.05 MILES
 AD9154'(0.08 KM) TO A CONNECTOR TAXIWAY ON THE RIGHT JOINING THE RAMP AND THE
 AD9154'MAIN TAXIWAY, TURN RIGHT AND PROCEED EAST 50 FT (15.2 M) TO THE
 AD9154'JUNCTION WITH THE MAIN TAXIWAY, TURN LEFT AND PROCEED NORTH ON MAIN
 AD9154'TAXIWAY 0.1 MILES (0.2 KM) TO THE NORTH END OF THE TAXIWAY, PROCEED
 AD9154'NORTH THROUGH THE FIELD 0.1 MILES (0.2 KM) TO THE STATION ON THE
 AD9154'RIGHT, NEAR A PERSONNEL GATE IN THE FENCELINE  THE STATION IS A
 AD9154'STANDARD NGS CALIBRATION BASELINE DISK SET IN THE TOP OF A ROUND
 AD9154'CONCRETE MONUMENT, SET FLUSH WITH THE GROUND.  THE STATION IS LOCATED
 AD9154'2.8 M (9.2 FT) EAST OF THE CENTERLINE OF A GATE IN THE FENCELINE, 3.7
 AD9154'M (12.1 FT) NORTHWEST OF THE SOUTHWEST GATE BRACE POST, 3.7 M (12.1
 AD9154'FT) SOUTHEAST OF THE NE FENCE GATE BRACE POST, 46.7 M (153.2 FT) SOUTH
 AD9154'OF A BEND IN THE FENCE LINE, 0.25 M (0.82 FT) WEST OF A WITNESS POST,
 AD9154'30.5 M (100.1 FT) NORTH OF THE 100 FT (30.5 M) CALIBRATION MONUMENT
 AD9154'THE STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION
 AD9154'(SACS) - OREGON ANA SURVEYS 1996
 AD9154
 AD9154                          STATION RECOVERY (1997)
 AD9154
 AD9154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AD9154'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2740 ***********************************************************************
 QE2740  SACS        -  This is a Secondary Airport Control Station.
 QE2740  DESIGNATION -  ALBANY CBL 1240
 QE2740  PID         -  QE2740
 QE2740  STATE/COUNTY-  OR/LINN
 QE2740  USGS QUAD   -  ALBANY (1975)
 QE2740
 QE2740                         *CURRENT SURVEY CONTROL
 QE2740  ___________________________________________________________________
 QE2740* NAD 83(2007)-  44 37 55.63635(N)    123 03 35.34731(W)     ADJUSTED  
 QE2740* NAVD 88     -        68.34   (meters)     224.2    (feet)  GPS OBS   
 QE2740  ___________________________________________________________________
 QE2740  EPOCH DATE  -        2007.00
 QE2740  X           -  -2,480,147.013 (meters)                     COMP
 QE2740  Y           -  -3,810,376.302 (meters)                     COMP
 QE2740  Z           -   4,458,379.870 (meters)                     COMP
 QE2740  LAPLACE CORR-          -5.45  (seconds)                    DEFLEC99
 QE2740  ELLIP HEIGHT-          45.255 (meters)          (02/10/07) ADJUSTED
 QE2740  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 QE2740
 QE2740  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 QE2740  Type    PID    Designation                      North   East  Ellip
 QE2740  -------------------------------------------------------------------
 QE2740  NETWORK QE2740 ALBANY CBL 1240                   0.53   0.37   1.63
 QE2740  -------------------------------------------------------------------
 QE2740
 QE2740.This mark is at Albany Municipal Airport (S12)
 QE2740
 QE2740.The horizontal coordinates were established by GPS observations
 QE2740.and adjusted by the National Geodetic Survey in February 2007.
 QE2740
 QE2740.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 QE2740.See www.ngs.noaa.gov/NationalReadjustment for more information.
 QE2740.The horizontal coordinates are valid at the epoch date displayed above.
 QE2740.The epoch date for horizontal control is a decimal equivalence
 QE2740.of Year/Month/Day.
 QE2740
 QE2740.The orthometric height was determined by GPS observations and a
 QE2740.high-resolution geoid model.
 QE2740
 QE2740.GPS derived orthometric heights for airport stations designated as
 QE2740.PACS or SACS are published to 2 decimal places.  This maintains
 QE2740.centimeter relative accuracy between the PACS and SACS.  It does
 QE2740.not indicate centimeter accuracy relative to other marks which are
 QE2740.part of the NAVD 88 network.
 QE2740
 QE2740.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QE2740
 QE2740.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2740
 QE2740.The ellipsoidal height was determined by GPS observations
 QE2740.and is referenced to NAD 83.
 QE2740
 QE2740.The geoid height was determined by GEOID03.
 QE2740
 QE2740;                    North         East     Units Scale Factor Converg.
 QE2740;SPC OR N     -   110,500.814 2,296,925.579   MT  0.99993815   -1 48 55.4
 QE2740;SPC OR N     -   362,535.48  7,535,845.08   iFT  0.99993815   -1 48 55.4
 QE2740;UTM  10      - 4,942,086.791   495,255.300   MT  0.99960028   -0 02 31.3
 QE2740
 QE2740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2740!SPC OR N     -   0.99999290  x   0.99993815  =   0.99993105
 QE2740!UTM  10      -   0.99999290  x   0.99960028  =   0.99959319
 QE2740
 QE2740:                Primary Azimuth Mark                     Grid Az
 QE2740:SPC OR N     -  ALBANY CBL 430                           001 51 25.4
 QE2740:UTM  10      -  ALBANY CBL 430                           000 05 01.3
 QE2740
 QE2740|---------------------------------------------------------------------|
 QE2740| PID    Reference Object                     Distance      Geod. Az  |
 QE2740|                                                           dddmmss.s |
 QE2740| QE2741 ALBANY CBL 430                      APPROX. 0.8 KM 0000230.0 |
 QE2740|---------------------------------------------------------------------|
 QE2740
 QE2740                          SUPERSEDED SURVEY CONTROL
 QE2740
 QE2740  NAD 83(1998)-  44 37 55.63361(N)    123 03 35.34885(W) AD(       ) 1
 QE2740  ELLIP H (07/02/01)   45.288  (m)                       GP(       ) 3 2
 QE2740  NAD 83(1998)-  44 37 55.63356(N)    123 03 35.34887(W) AD(       ) 1
 QE2740  ELLIP H (07/02/97)   45.293  (m)                       GP(       ) 3 1
 QE2740  NAD 83(1991)-  44 37 55.63143(N)    123 03 35.34737(W) AD(       ) 3
 QE2740  ELLIP H (12/23/92)   45.390  (m)                       GP(       ) 4 2
 QE2740  NGVD 29 (12/23/92)   67.24   (m)          220.6    (f) LEVELING    3  
 QE2740
 QE2740.Superseded values are not recommended for survey control.
 QE2740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2740.See file dsdata.txt to determine how the superseded data were derived.
 QE2740
 QE2740_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ9525542087(NAD 83)
 QE2740_MARKER: DQ = CALIBRATION BASE LINE DISK
 QE2740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE2740_SP_SET: CONCRETE POST
 QE2740_STAMPING: 1240 1982
 QE2740_MARK LOGO: NGS   
 QE2740_MAGNETIC: N = NO MAGNETIC MATERIAL
 QE2740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE2740+STABILITY: SURFACE MOTION
 QE2740_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QE2740+SATELLITE: SATELLITE OBSERVATIONS - October 27, 1997
 QE2740
 QE2740  HISTORY     - Date     Condition        Report By
 QE2740  HISTORY     - 1982     MONUMENTED       NGS
 QE2740  HISTORY     - 19920717 GOOD             NGS
 QE2740  HISTORY     - 19960827 GOOD             CHANCE
 QE2740  HISTORY     - 19971027 GOOD             NGS
 QE2740
 QE2740                          STATION DESCRIPTION
 QE2740
 QE2740'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 QE2740'THE BASE LINE IS LOCATED AT THE ALBANY MUNICIPAL AIRPORT ON THE EAST
 QE2740'SIDE OF ALBANY.  THE AIRPORT IS LOCATED SLIGHTLY NE OF THE
 QE2740'INTERSECTION OF INTERSTATE 5 AND UNITED STATES HIGHWAY 20 AND IS
 QE2740'VISIBLE FROM THE HIGHWAYS.  THE BASE LINE IS APPROXIMATELY PARALLEL
 QE2740'WITH AND BETWEEN THE NORTH-SOUTH RUNWAY ON THE EAST AND THE
 QE2740'NORTH-SOUTH TAXIWAY ON THE WEST.
 QE2740' 
 QE2740'THE BASE LINE IS A NORTH-SOUTH BASE LINE WITH THE 0 METER POINT ON THE
 QE2740'NORTH END.  IT IS MADE UP OF 0, 430, 1090, AND 1240 METER POINTS WITH
 QE2740'POINTS FOR THE CALIBRATION OF 100, 200, AND 300 FOOT TAPES SET SOUTH
 QE2740'OF THE 0 METER POINT.  ALL OF THE MARKS ARE SET ON A LINE
 QE2740'APPROXIMATELY PARALLEL TO THE NORTH-SOUTH RUNWAY AND TAXIWAY AT THE
 QE2740'AIRPORT.  THE 0 AND 1240 METER POINTS HAVE PLASTIC WITNESS POSTS NEAR
 QE2740'THEM.
 QE2740' 
 QE2740'TO REACH THE BASE LINE FROM THE INTERSECTION OF INTERSTATE HIGHWAY 5
 QE2740'AND UNITED STATES HIGHWAY 20, GO NORTH ON INTERSTATE HIGHWAY 5 FOR 1.0
 QE2740'KM (0.6 MI) TO EXIT 234 ON RIGHT.  TAKE EXIT 234 (ALBANY AND KNOX
 QE2740'BUTTE) AND GO NE FOR 0.6 KM (0.4 MI)TO STOP SIGN AND INTERSECTION.
 QE2740'TURN RIGHT (TOWARDS KNOX BUTTE) AND GO APPROXIMATELY 100 FEET TO ROAD
 QE2740'ON RIGHT.  TURN RIGHT AND GO SW ON AIRPORT ROAD FOR 0.2 KM (0.1 MI) TO
 QE2740'0 METER POINT ON LEFT SIDE OF ROAD (ABOUT 3 FT LOWER THAN ROAD).
 QE2740'CONTINUE SOUTH ON GRASSY AREA FOR 0.2 KM (0.1 MI) TO 150 METER POINT
 QE2740'AND E-W TAXIWAY BETWEEN THE N-S RUNWAY ON LEFT AND THE N-S TAXIWAY ON
 QE2740'RIGHT (ABOUT THE SAME ELEVATION AS TAXIWAY AND RUNWAY).  BEAR RIGHT
 QE2740'AND GO SOUTH ON TAXIWAY FOR 0.3 KM 0.2 MI) TO 430 METER POINT IN
 QE2740'GRASSY AREA ON LEFT OF TAXIWAY (ABOUT 3 FT LOWER THAN TAXIWAY).
 QE2740'CONTINUE SOUTH ON TAXIWAY FOR 0.8 KM (0.5 MI) TO 1240 METER POINT IN
 QE2740'GRASSY AREA TO LEFT OF TAXIWAY (ABOUT 4 FT LOWER THAN TAXIWAY).
 QE2740' 
 QE2740'THE 1240 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK
 QE2740'STAMPED--1240 1982--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 37
 QE2740'CM (14 IN) IN DIAMETER FLUSH WITH GROUND LOCATED 9.94 M (32.6 FT) N
 QE2740'FROM NORTH EDGE OF DITCH RUNNING EAST-WEST, 19.529 M (64.07 FT) W FROM
 QE2740'REFERENCE MARK 1 1982, 15.48 M (50.8 FT) E FROM CENTER LINE OF
 QE2740'TAXIWAY, AND 0.838 M (2.75 FT) N FROM WITNESS POST (PLASTIC).
 QE2740' 
 QE2740'USER NOTES - CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS.
 QE2740'ELEVATIONS ARE FOR CBL USE ONLY.
 QE2740' 
 QE2740'THIS BASE LINE WAS RE-ESTABLISHED IN CONJUNCTION WITH THE OREGON
 QE2740'DEPARTMENT OF TRANSPORTATION.  FOR FURTHER INFORMATION, CONTACT THE
 QE2740'LINN COUNTY SURVEYORS OFFICE, COURTHOUSE, 300 4TH AVENUE, SW, ALBANY,
 QE2740'OREGON 97321, TELEPHONE 541-967-3857 OR THE OREGON DEPARTMENT OF
 QE2740'TRANSPORTATION CHIEF OF SURVEYS, 200 HAWTHORNE AVENUE, SE, SUITE
 QE2740'B-250, SALEM, OREGON 97301, TELEPHONE 503-986-3103.
 QE2740
 QE2740                          STATION RECOVERY (1992)
 QE2740
 QE2740'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 QE2740'STATION IS LOCATED ABOUT 3 KM (1.9 MI) EAST OF ALBANY, AT THE
 QE2740'ALBANY MUNICIPAL AIRPORT, AT THE SOUTH END OF THE AIRPORT, ALONG A
 QE2740'TAXI LEADING TO A PARKING AREA, ON THE NORTH SIDE OF A DEEP CREEK
 QE2740'DITCH. OWNERSHIP--CITY OF ALBANY, PO BOX 490, ALBANY, OR 97321.
 QE2740'AIRPORT MANAGER IS BRIAN FODNESS, PHONE 503-967-4300.  CALL AHEAD FOR
 QE2740'KEY TO LOCKED GATE DURING 8-5 BUSINESS HOURS.
 QE2740'TO REACH FROM THE UNDERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 5
 QE2740'AND THE KNOX BUTTE ROAD (EXIT 234), JUST EAST OF ALBANY, GO EAST ON
 QE2740'KNOX BUTE ROAD FOR 0.24 KM (0.15 MI) TO A PAVED CROSSROAD. TURN
 QE2740'RIGHT, SOUTH, ON THE AIRPORT ENTRANCE ROAD FOR 0.60 KM (0.37 MI)
 QE2740'TO THE AIRPORT OFFICE ON THE LEFT AT A LARGE HANGAR. CONTINUE AHEAD
 QE2740'FOR 0.09 KM (0.06 MI) TO A GATE (LOCKED AFTER HOURS) ON THE LEFT.
 QE2740'TURN LEFT, EASTERLY, THROUGH GATE ON PAVED LANE FOR 0.04 KM
 QE2740'(0.02 MI) TO THE APRON.  BEAR HALF RIGHT, SOUTHEAST, ACROSS APRON
 QE2740'FOR 0.14 KM (0.09 MI) TO SOUTHEAST CORNER OF APRON AND PARALLEL
 QE2740'TAXI.  TURN RIGHT, SOUTH, ON TAXI FOR 0.66 KM (0.41 MI) TO THE
 QE2740'STATION ON THE LEFT JUST BEFORE A BRIDGE.
 QE2740'STATION MARK IS SET IN THE TOP OF A 30-CM ROUND CONCRETE POST FLUSH
 QE2740'WITH THE GROUND.  IT IS 15.6 M (51.2 FT) EAST FROM THE TAXI
 QE2740'CENTER, 0.9 M (3.0 FT) NORTH FROM A FIBERGLASS WITNESS POST, 13.0
 QE2740'M (42.7 FT) NORTHEAST FROM THE NORTHEAST CORNER OF A FLATBED
 QE2740'RAILROAD CAR USED FOR THE BRIDGE, 9.5 M (31.2 FT) NORTH FROM THE
 QE2740'CREEKBANK EDGE, AND 177 M (580.7 FT) SOUTH FROM THE RUNWAY END.
 QE2740
 QE2740                          STATION RECOVERY (1996)
 QE2740
 QE2740'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 QE2740'THE STATION IS LOCATED ABOUT 21 MILES (33.8 KM) SOUTH SOUTHWEST OF
 QE2740'SALEM, 12 MILES (19.3 KM) NORTHEAST OF CORVALLIS, IN EAST ALBANY AT
 QE2740'THE ALBANY MUNICIPAL AIRPORT, ERIC TEITELMAN - AIRPORT OPERATIONS,
 QE2740'PHONE 541-917-7500  TO REACH THE STATION FROM THE JUNCTION OF
 QE2740'INTERSTATE 5 AND US HIGHWAY 20, SOUTH OF ALBANY, PROCEED NORTH 0.6
 QE2740'MILES (1.0 KM) TO EXIT 233 (ALBANY / KNOX BUTTE EXIT) , PROCEED NORTH
 QE2740'ON EXIT RAMP 0.4 MILES (0.6 KM) TO A STOP SIGN, TURN RIGHT AND PROCEED
 QE2740'EAST 150 FT (45.7 M) TO THE AIRPORT ENTRANCE ROAD, MARKED -DEAD END-,
 QE2740'TURN RIGHT AND PROCEED SOUTH ON AIRPORT ENTRANCE ROAD 0.45 MILES (0.72
 QE2740'KM) TO AN ENTRANCE GATE ON THE LEFT, OBTAIN PERMISSION, TURN LEFT AND
 QE2740'PROCEED EAST THROUGH THE GATE AND ACROSS THE RAMP 0.05 MILES (0.08 KM)
 QE2740'TO THE EAST EDGE OF THE RAMP, TURN RIGHT AND PROCEED SOUTH ALONG THE
 QE2740'EDGE OF THE RAMP, 0.05 MILES (0.08 KM) TO A CONNECTOR TAXIWAY JOINING
 QE2740'THE RAMP AND MAIN TAXIWAY , TURN LEFT AND PROCEED EAST 50 FT (15.2 M)
 QE2740'TO THE JUNCTION WITH THE MAIN TAXIWAY, TURN RIGHT AND PROCEED SOUTH
 QE2740'0.6 MILES (1.0 KM) TO THE STATION ON THE LEFT  THE STATION IS A
 QE2740'STANDARD NGS CALIBRATION BASELINE DISK SET IN THE TOP OF A ROUND
 QE2740'CONCRETE MONUMENT, SET FLUSH WITH THE GROUND.  THE STATION IS LOCATED
 QE2740'15.55 M (51.02 FT) EAST OF THE CENTERLINE OF THE TAXIWAY, 13.4 M (44.0
 QE2740'FT) NORTHEAST OF THE NORTHEAST CONCRETE ABUTMENT FOR THE TAXIWAY
 QE2740'BRIDGE, 25.25 M (82.84 FT) NORTH OF THE SOUTHEAST CONCRETE ABUTMENT OF
 QE2740'THE TAXIWAY BRIDGE, 9.8 M (32.2 FT) NORTH OF THE TOP EDGE OF THE
 QE2740'STREAM, 0.3 M (1.0 FT) WEST OF THE PVC WITNESS POST, 0.85 M (2.79 FT)
 QE2740'NORTH OF THE CARSONITE WITNESS POST  THE STATION IS DESIGNATED AS A
 QE2740'SECONDARY AIRPORT CONTROL STATION (SACS) - OREGON ANA SURVEYS 1996
 QE2740
 QE2740                          STATION RECOVERY (1997)
 QE2740
 QE2740'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 QE2740'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2741 ***********************************************************************
 QE2741  PACS        -  This is a Primary Airport Control Station.
 QE2741  DESIGNATION -  ALBANY CBL 430
 QE2741  PID         -  QE2741
 QE2741  STATE/COUNTY-  OR/LINN
 QE2741  USGS QUAD   -  ALBANY (1975)
 QE2741
 QE2741                         *CURRENT SURVEY CONTROL
 QE2741  ___________________________________________________________________
 QE2741* NAD 83(2007)-  44 38 21.87633(N)    123 03 35.32058(W)     ADJUSTED  
 QE2741* NAVD 88     -        67.99   (meters)     223.1    (feet)  GPS OBS   
 QE2741  ___________________________________________________________________
 QE2741  EPOCH DATE  -        2007.00
 QE2741  X           -  -2,479,835.937 (meters)                     COMP
 QE2741  Y           -  -3,809,899.462 (meters)                     COMP
 QE2741  Z           -   4,458,955.999 (meters)                     COMP
 QE2741  LAPLACE CORR-          -5.46  (seconds)                    DEFLEC99
 QE2741  ELLIP HEIGHT-          44.908 (meters)          (02/10/07) ADJUSTED
 QE2741  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 QE2741
 QE2741  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 QE2741  Type    PID    Designation                      North   East  Ellip
 QE2741  -------------------------------------------------------------------
 QE2741  NETWORK QE2741 ALBANY CBL 430                    0.51   0.35   1.61
 QE2741  -------------------------------------------------------------------
 QE2741
 QE2741.This mark is at Albany Municipal Airport (S12)
 QE2741
 QE2741.The horizontal coordinates were established by GPS observations
 QE2741.and adjusted by the National Geodetic Survey in February 2007.
 QE2741
 QE2741.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 QE2741.See www.ngs.noaa.gov/NationalReadjustment for more information.
 QE2741.The horizontal coordinates are valid at the epoch date displayed above.
 QE2741.The epoch date for horizontal control is a decimal equivalence
 QE2741.of Year/Month/Day.
 QE2741
 QE2741.The orthometric height was determined by GPS observations and a
 QE2741.high-resolution geoid model.
 QE2741
 QE2741.GPS derived orthometric heights for airport stations designated as
 QE2741.PACS or SACS are published to 2 decimal places.  This maintains
 QE2741.centimeter relative accuracy between the PACS and SACS.  It does
 QE2741.not indicate centimeter accuracy relative to other marks which are
 QE2741.part of the NAVD 88 network.
 QE2741
 QE2741.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QE2741
 QE2741.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2741
 QE2741.The ellipsoidal height was determined by GPS observations
 QE2741.and is referenced to NAD 83.
 QE2741
 QE2741.The geoid height was determined by GEOID03.
 QE2741
 QE2741;                    North         East     Units Scale Factor Converg.
 QE2741;SPC OR N     -   111,310.313 2,296,951.825   MT  0.99993698   -1 48 55.4
 QE2741;SPC OR N     -   365,191.32  7,535,931.18   iFT  0.99993698   -1 48 55.4
 QE2741;UTM  10      - 4,942,896.441   495,256.483   MT  0.99960028   -0 02 31.3
 QE2741
 QE2741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2741!SPC OR N     -   0.99999296  x   0.99993698  =   0.99992994
 QE2741!UTM  10      -   0.99999296  x   0.99960028  =   0.99959324
 QE2741
 QE2741:                Primary Azimuth Mark                     Grid Az
 QE2741:SPC OR N     -  ALBANY CBL 0 ZERO                        001 51 27.1
 QE2741:UTM  10      -  ALBANY CBL 0 ZERO                        000 05 03.0
 QE2741
 QE2741|---------------------------------------------------------------------|
 QE2741| PID    Reference Object                     Distance      Geod. Az  |
 QE2741|                                                           dddmmss.s |
 QE2741| AD9154 ALBANY CBL 0 ZERO                   430.008 METERS 0000231.7 |
 QE2741| QE2740 ALBANY CBL 1240                     APPROX. 0.8 KM 1800230.0 |
 QE2741|---------------------------------------------------------------------|
 QE2741
 QE2741                          SUPERSEDED SURVEY CONTROL
 QE2741
 QE2741  NAD 83(1998)-  44 38 21.87357(N)    123 03 35.32207(W) AD(       ) B
 QE2741  ELLIP H (07/02/01)   44.941  (m)                       GP(       ) 3 2
 QE2741  NAD 83(1998)-  44 38 21.87352(N)    123 03 35.32209(W) AD(       ) B
 QE2741  ELLIP H (07/02/97)   44.946  (m)                       GP(       ) 3 1
 QE2741  NAD 83(1991)-  44 38 21.87162(N)    123 03 35.32094(W) AD(       ) 3
 QE2741  ELLIP H (12/23/92)   45.020  (m)                       GP(       ) 4 2
 QE2741  NGVD 29 (12/23/92)   66.87   (m)          219.4    (f) LEVELING    3  
 QE2741
 QE2741.Superseded values are not recommended for survey control.
 QE2741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2741.See file dsdata.txt to determine how the superseded data were derived.
 QE2741
 QE2741_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ9525642896(NAD 83)
 QE2741_MARKER: DQ = CALIBRATION BASE LINE DISK
 QE2741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE2741_SP_SET: CONCRETE POST
 QE2741_STAMPING: 430 1982
 QE2741_MARK LOGO: NGS   
 QE2741_MAGNETIC: N = NO MAGNETIC MATERIAL
 QE2741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE2741+STABILITY: SURFACE MOTION
 QE2741_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QE2741+SATELLITE: SATELLITE OBSERVATIONS - October 27, 1997
 QE2741
 QE2741  HISTORY     - Date     Condition        Report By
 QE2741  HISTORY     - 1982     MONUMENTED       NGS
 QE2741  HISTORY     - 19920717 GOOD             NGS
 QE2741  HISTORY     - 19960827 GOOD             CHANCE
 QE2741  HISTORY     - 19971027 GOOD             NGS
 QE2741
 QE2741                          STATION DESCRIPTION
 QE2741
 QE2741'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 QE2741'THE BASE LINE IS LOCATED AT THE ALBANY MUNICIPAL AIRPORT ON THE EAST
 QE2741'SIDE OF ALBANY.  THE AIRPORT IS LOCATED SLIGHTLY NE OF THE
 QE2741'INTERSECTION OF INTERSTATE 5 AND UNITED STATES HIGHWAY 20 AND IS
 QE2741'VISIBLE FROM THE HIGHWAYS.  THE BASE LINE IS APPROXIMATELY PARALLEL
 QE2741'WITH AND BETWEEN THE NORTH-SOUTH RUNWAY ON THE EAST AND THE
 QE2741'NORTH-SOUTH TAXIWAY ON THE WEST.
 QE2741' 
 QE2741'THE BASE LINE IS A NORTH-SOUTH BASE LINE WITH THE 0 METER POINT ON THE
 QE2741'NORTH END.  IT IS MADE UP OF 0, 430, 1090, AND 1240 METER POINTS WITH
 QE2741'POINTS FOR THE CALIBRATION OF 100, 200, AND 300 FOOT TAPES SET SOUTH
 QE2741'OF THE 0 METER POINT.  ALL OF THE MARKS ARE SET ON A LINE
 QE2741'APPROXIMATELY PARALLEL TO THE NORTH-SOUTH RUNWAY AND TAXIWAY AT THE
 QE2741'AIRPORT.  THE 0 AND 1240 METER POINTS HAVE PLASTIC WITNESS POSTS NEAR
 QE2741'THEM.
 QE2741' 
 QE2741'TO REACH THE BASE LINE FROM THE INTERSECTION OF INTERSTATE HIGHWAY 5
 QE2741'AND UNITED STATES HIGHWAY 20, GO NORTH ON INTERSTATE HIGHWAY 5 FOR 1.0
 QE2741'KM (0.6 MI) TO EXIT 234 ON RIGHT.  TAKE EXIT 234 (ALBANY AND KNOX
 QE2741'BUTTE) AND GO NE FOR 0.6 KM (0.4 MI)TO STOP SIGN AND INTERSECTION.
 QE2741'TURN RIGHT (TOWARDS KNOX BUTTE) AND GO APPROXIMATELY 100 FEET TO ROAD
 QE2741'ON RIGHT.  TURN RIGHT AND GO SW ON AIRPORT ROAD FOR 0.2 KM (0.1 MI) TO
 QE2741'0 METER POINT ON LEFT SIDE OF ROAD (ABOUT 3 FT LOWER THAN ROAD).
 QE2741'CONTINUE SOUTH ON GRASSY AREA FOR 0.2 KM (0.1 MI) TO 150 METER POINT
 QE2741'AND E-W TAXIWAY BETWEEN THE N-S RUNWAY ON LEFT AND THE N-S TAXIWAY ON
 QE2741'RIGHT (ABOUT THE SAME ELEVATION AS TAXIWAY AND RUNWAY).  BEAR RIGHT
 QE2741'AND GO SOUTH ON TAXIWAY FOR 0.3 KM 0.2 MI) TO 430 METER POINT IN
 QE2741'GRASSY AREA ON LEFT OF TAXIWAY (ABOUT 3 FT LOWER THAN TAXIWAY).
 QE2741'CONTINUE SOUTH ON TAXIWAY FOR 0.8 KM (0.5 MI) TO 1240 METER POINT IN
 QE2741'GRASSY AREA TO LEFT OF TAXIWAY (ABOUT 4 FT LOWER THAN TAXIWAY).
 QE2741' 
 QE2741'THE 430 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK
 QE2741'STAMPED--430 1982--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 34
 QE2741'CM (13 IN) IN DIAMETER PROJECTING 3 CM (1 IN) ABOVE THE GROUND LOCATED
 QE2741'17.25 M (56.6 FT) E FROM CENTER LINE OF TAXIWAY AND 28.53 M (93.6 FT)
 QE2741'W FROM CENTER LINE OF RUNWAY.
 QE2741' 
 QE2741'USER NOTES - CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS.
 QE2741'ELEVATIONS ARE FOR CBL USE ONLY.
 QE2741' 
 QE2741'THIS BASE LINE WAS RE-ESTABLISHED IN CONJUNCTION WITH THE OREGON
 QE2741'DEPARTMENT OF TRANSPORTATION.  FOR FURTHER INFORMATION, CONTACT THE
 QE2741'LINN COUNTY SURVEYORS OFFICE, COURTHOUSE, 300 4TH AVENUE, SW, ALBANY,
 QE2741'OREGON 97321, TELEPHONE 541-967-3857 OR THE OREGON DEPARTMENT OF
 QE2741'TRANSPORTATION CHIEF OF SURVEYS, 200 HAWTHORNE AVENUE, SE, SUITE
 QE2741'B-250, SALEM, OREGON 97301, TELEPHONE 503-986-3103.
 QE2741
 QE2741                          STATION RECOVERY (1992)
 QE2741
 QE2741'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 QE2741'STATION IS LOCATED ABOUT 3 KM (1.9 MI) EAST OF ALBANY, AT THE
 QE2741'ALBANY MUNICIPAL AIRPORT, IN THE GRASS MEDIAN BETWEEN THE RUNWAY AND
 QE2741'PARALLEL TAXI, ABOUT 146 M (479.0 FT) NORTH OF A CONNECTOR BETWEEN
 QE2741'APRON AND RUNWAY.  OWNERSHIP--CITY OF ALBANY, PO BOX 490, ALBANY, OR
 QE2741'97321. AIRPORT MANAGER IS BRIAN FODNESS, PHONE 503-967-4300.  CALL
 QE2741'AHEAD FOR KEY TO LOCKED GATE DURING 8-5 BUSINESS HOURS.
 QE2741'TO REACH FROM THE UNDERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 5
 QE2741'AND THE KNOX BUTTE ROAD (EXIT 234), JUST EAST OF ALBANY, GO EAST ON
 QE2741'KNOX BUTE ROAD FOR 0.24 KM (0.15 MI) TO A PAVED CROSSROAD.  TURN
 QE2741'RIGHT, SOUTH, ON THE AIRPORT ENTRANCE ROAD FOR 0.60 KM (0.37 MI)
 QE2741'TO THE AIRPORT OFFICE ON THE LEFT AT A LARGE HANGAR.  CONTINUE
 QE2741'AHEAD FOR 0.09 KM (0.06 MI) TO A GATE (LOCKED AFTER HOURS) ON THE
 QE2741'LEFT.  TURN LEFT, EASTERLY, THROUGH GATE ON PAVED LANE FOR 0.04 KM
 QE2741'(0.02 MI) TO THE APRON.  BEAR HALF RIGHT, SOUTHEAST, ACROSS APRON
 QE2741'FOR 0.14 KM (0.09 MI) TO SOUTHEAST CORNER OF APRON AND PARALLEL
 QE2741'TAXI.  TURN LEFT, NORTH, ON TAXI FOR 0.16 KM (0.10 MI) TO THE
 QE2741'STATION ON THE RIGHT.
 QE2741'STATION MARK IS SET IN THE TOP OF A 30-CM ROUND CONCRETE POST FLUSH
 QE2741'WITH THE GROUND.  IT IS 28.6 M (93.8 FT) WEST FROM THE RUNWAY
 QE2741'CENTER, 17.2 M (56.4 FT) EAST FROM THE TAXI CENTER, 0.3 M
 QE2741'(1.0 FT) EAST FROM A SHORT FIBERGLASS WITNESS POST, 19.5 M
 QE2741'(64.0 FT) NORTHWEST FROM RUNWAY LIGHT R-10, AND 7.9 M (25.9 FT)
 QE2741'SOUTH FROM THE SOUTHWEST CORNER OF A 1 M (3.3 FT) SQUARE METAL
 QE2741'LID IN A CONCRETE FORM.
 QE2741
 QE2741                          STATION RECOVERY (1996)
 QE2741
 QE2741'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 QE2741'THE STATION IS LOCATED ABOUT 21 MILES (33.8 KM) SOUTH SOUTHWEST OF
 QE2741'SALEM, 12 MILES (19.3 KM) NORTHEAST OF CORVALLIS, IN EAST ALBANY AT
 QE2741'THE ALBANY MUNICIPAL AIRPORT, ERIC TEITELMAN - AIRPORT OPERATIONS,
 QE2741'PHONE 541-917-7500  TO REACH THE STATION FROM THE JUNCTION OF
 QE2741'INTERSTATE 5 AND US HIGHWAY 20, SOUTH OF ALBANY, PROCEED NORTH 0.6
 QE2741'MILES (1.0 KM) TO EXIT 233 (ALBANY / KNOX BUTTE EXIT) , PROCEED NORTH
 QE2741'ON EXIT RAMP 0.4 MILES (0.6 KM) TO A STOP SIGN, TURN RIGHT AND PROCEED
 QE2741'EAST 150 FT (45.7 M) TO THE AIRPORT ENTRANCE ROAD, MARKED -DEAD END-,
 QE2741'TURN RIGHT AND PROCEED SOUTH ON AIRPORT ENTRANCE ROAD 0.45 MILES (0.72
 QE2741'KM) TO AN ENTRANCE GATE ON THE LEFT, OBTAIN PERMISSION, TURN LEFT AND
 QE2741'PROCEED EAST THROUGH THE GATE AND ACROSS THE RAMP 0.05 MILES (0.08 KM)
 QE2741'TO THE EAST EDGE OF THE RAMP, TURN LEFT AND PROCEED NORTH 0.05 MILES
 QE2741'(0.08 KM) TO A CONNECTOR TAXIWAY ON THE RIGHT JOINING THE RAMP AND THE
 QE2741'MAIN TAXIWAY, TURN RIGHT AND PROCEED EAST 50 FT (15.2 M) TO THE
 QE2741'JUNCTION WITH THE MAIN TAXIWAY, TURN RIGHT AND PROCEED SOUTH ON THE
 QE2741'MAIN TAXIWAY 0.05 MILES (0.08 KM) TO THE STATION ON THE LEFT BETWEEN
 QE2741'THE RUNWAY AND TAXIWAY  THE STATION IS A STANDARD NGS CALIBRATION
 QE2741'BASELINE DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT, SET FLUSH
 QE2741'WITH THE GROUND.  THE STATION IS LOCATED 17.05 M (55.94 FT) WEST OF
 QE2741'THE WEST EDGE OF THE RUNWAY, 17.25 M (56.59 FT) EAST OF THE CENTERLINE
 QE2741'OF THE TAXIWAY, 0.25 M (0.82 FT) EAST OF A CARSONITE WITNESS POST,
 QE2741'0.25 M (0.82 FT) WEST OF A ROUND PVC WITNESS POST, 47.8 M (156.8 FT)
 QE2741'SOUTH OF THE FOURTH RUNWAY LIGHT SOUTH OF THE NORTH END OF THE RUNWAY,
 QE2741'19.55 M (64.14 FT) NORTHWEST OF THE FIFTH RUNWAY LIGHT SOUTH OF THE
 QE2741'NORTH END OF THE RUNWAY AND 21.75 M (71.36 FT) NORTH OF THE EAST END
 QE2741'OF A ROUND CONCRETE CULVERT UNDER THE TAXIWAY  THE STATION IS
 QE2741'DESIGNATED AS A PRIMARY AIRPORT CONTROL STATION (PACS) - OREGON ANA
 QE2741'SURVEYS 1996
 QE2741
 QE2741                          STATION RECOVERY (1997)
 QE2741
 QE2741'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 QE2741'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2017 ***********************************************************************
 QE2017  DESIGNATION -  ALBANY COURTHOUSE CUPOLA
 QE2017  PID         -  QE2017
 QE2017  STATE/COUNTY-  OR/LINN
 QE2017  USGS QUAD   -  ALBANY (1975)
 QE2017
 QE2017                         *CURRENT SURVEY CONTROL
 QE2017  ___________________________________________________________________
 QE2017* NAD 83(1991)-  44 38 04.13258(N)    123 06 27.39918(W)     ADJUSTED  
 QE2017* NAVD 88     -              **(meters)            **(feet)            
 QE2017  ___________________________________________________________________
 QE2017  LAPLACE CORR-          -6.22  (seconds)                    DEFLEC99
 QE2017  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 QE2017  HORZ ORDER  -  THIRD
 QE2017
 QE2017.The horizontal coordinates were established by classical geodetic methods
 QE2017.and adjusted by the National Geodetic Survey in October 1991.
 QE2017
 QE2017
 QE2017.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2017
 QE2017.The geoid height was determined by GEOID03.
 QE2017
 QE2017;                    North         East     Units Scale Factor Converg.
 QE2017;SPC OR N     -   110,884.173 2,293,143.917   MT  0.99993777   -1 50 57.4
 QE2017;SPC OR N     -   363,793.22  7,523,438.05   iFT  0.99993777   -1 50 57.4
 QE2017;UTM  10      - 4,942,352.839   491,464.865   MT  0.99960090   -0 04 32.2
 QE2017
 QE2017                          SUPERSEDED SURVEY CONTROL
 QE2017
 QE2017  NAD 83(1986)-  44 38 04.15633(N)    123 06 27.42282(W) AD(       ) 4
 QE2017  NAD 27      -  44 38 04.71624(N)    123 06 23.09402(W) AD(       ) 3
 QE2017
 QE2017.Superseded values are not recommended for survey control.
 QE2017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2017.See file dsdata.txt to determine how the superseded data were derived.
 QE2017
 QE2017_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ9146542353(NAD 83)
 QE2017
 QE2017  HISTORY     - Date     Condition        Report By
 QE2017  HISTORY     - 1903     MONUMENTED       CGS
 QE2017  HISTORY     - 1940     SEE DESCRIPTION  ORGS
 QE2017
 QE2017                          STATION DESCRIPTION
 QE2017
 QE2017'DESCRIBED BY OREGON GEODETIC SURVEY 1940
 QE2017'INTERSECTED POSITION MENTIONED IN SPECIAL PUBLICATION 175, PAGE
 QE2017'27.  TOP OF OLD COURTHOUSE AT ALBANY.  THIS BUILDING WAS TORN DOWN
 QE2017'IN SUMMER OF 1940 AND STATION IS LOST.  NEW BUILDING TO EAST HAS
 QE2017'NO CUPOLA.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0567 ***********************************************************************
 QE0567  DESIGNATION -  ALBANY RM 1
 QE0567  PID         -  QE0567
 QE0567  STATE/COUNTY-  OR/LINN
 QE0567  USGS QUAD   -  ALBANY (1975)
 QE0567
 QE0567                         *CURRENT SURVEY CONTROL
 QE0567  ___________________________________________________________________
 QE0567* NAD 83(1986)-  44 38 25.     (N)    123 03 46.     (W)     SCALED    
 QE0567* NAVD 88     -        67.912  (meters)     222.81   (feet)  ADJUSTED  
 QE0567  ___________________________________________________________________
 QE0567  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 QE0567  DYNAMIC HT  -          67.907 (meters)     222.79  (feet)  COMP
 QE0567  MODELED GRAV-     980,546.3   (mgal)                       NAVD 88
 QE0567
 QE0567  VERT ORDER  -  FIRST     CLASS II
 QE0567
 QE0567.This mark is at Albany Municipal Airport (S12)
 QE0567
 QE0567.The horizontal coordinates were scaled from a topographic map and have
 QE0567.an estimated accuracy of +/- 6 seconds.
 QE0567
 QE0567.The orthometric height was determined by differential leveling
 QE0567.and adjusted in June 1991.
 QE0567
 QE0567.The geoid height was determined by GEOID03.
 QE0567
 QE0567.The dynamic height is computed by dividing the NAVD 88
 QE0567.geopotential number by the normal gravity value computed on the
 QE0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0567.degrees latitude (g = 980.6199 gals.).
 QE0567
 QE0567.The modeled gravity was interpolated from observed gravity values.
 QE0567
 QE0567;                    North         East    Units  Estimated Accuracy
 QE0567;SPC OR N     -   111,410.    2,296,720.      MT  (+/- 180 meters Scaled)
 QE0567
 QE0567                          SUPERSEDED SURVEY CONTROL
 QE0567
 QE0567  NGVD 29 (??/??/92)   66.900  (m)          219.49   (f) ADJ UNCH    1 2
 QE0567
 QE0567.Superseded values are not recommended for survey control.
 QE0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0567.See file dsdata.txt to determine how the superseded data were derived.
 QE0567
 QE0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ950429(NAD 83)
 QE0567_MARKER: DR = REFERENCE MARK DISK
 QE0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0567_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0567_STAMPING: ALBANY NO. 1 1940
 QE0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0567+STABILITY: SURFACE MOTION
 QE0567
 QE0567  HISTORY     - Date     Condition        Report By
 QE0567  HISTORY     - 1940     MONUMENTED       CGS
 QE0567  HISTORY     - 1941     GOOD             NGS
 QE0567  HISTORY     - 1968     MARK NOT FOUND   NGS
 QE0567
 QE0567                          STATION DESCRIPTION
 QE0567
 QE0567'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QE0567'2.0 MI E FROM ALBANY.
 QE0567'AT ALBANY AIRPORT, 9 FEET SOUTH OF THE 2ND POLE SOUTH OF THE HANGAR,
 QE0567'36 FEET EAST OF CENTER OF NORTH-SOUTH ROAD, WITNESS POST MARKED USBM.
 QE0567
 QE0567                          STATION RECOVERY (1968)
 QE0567
 QE0567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 QE0567'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0568 ***********************************************************************
 QE0568  DESIGNATION -  ALBANY RM 2
 QE0568  PID         -  QE0568
 QE0568  STATE/COUNTY-  OR/LINN
 QE0568  USGS QUAD   -  ALBANY (1975)
 QE0568
 QE0568                         *CURRENT SURVEY CONTROL
 QE0568  ___________________________________________________________________
 QE0568* NAD 83(1986)-  44 38 25.     (N)    123 03 46.     (W)     SCALED    
 QE0568* NAVD 88     -        67.949  (meters)     222.93   (feet)  ADJUSTED  
 QE0568  ___________________________________________________________________
 QE0568  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 QE0568  DYNAMIC HT  -          67.944 (meters)     222.91  (feet)  COMP
 QE0568  MODELED GRAV-     980,546.3   (mgal)                       NAVD 88
 QE0568
 QE0568  VERT ORDER  -  FIRST     CLASS II
 QE0568
 QE0568.This mark is at Albany Municipal Airport (S12)
 QE0568
 QE0568.The horizontal coordinates were scaled from a topographic map and have
 QE0568.an estimated accuracy of +/- 6 seconds.
 QE0568
 QE0568.The orthometric height was determined by differential leveling
 QE0568.and adjusted in June 1991.
 QE0568
 QE0568.The geoid height was determined by GEOID03.
 QE0568
 QE0568.The dynamic height is computed by dividing the NAVD 88
 QE0568.geopotential number by the normal gravity value computed on the
 QE0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0568.degrees latitude (g = 980.6199 gals.).
 QE0568
 QE0568.The modeled gravity was interpolated from observed gravity values.
 QE0568
 QE0568;                    North         East    Units  Estimated Accuracy
 QE0568;SPC OR N     -   111,410.    2,296,720.      MT  (+/- 180 meters Scaled)
 QE0568
 QE0568                          SUPERSEDED SURVEY CONTROL
 QE0568
 QE0568  NGVD 29 (??/??/92)   66.937  (m)          219.61   (f) ADJ UNCH    1 2
 QE0568
 QE0568.Superseded values are not recommended for survey control.
 QE0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0568.See file dsdata.txt to determine how the superseded data were derived.
 QE0568
 QE0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ950429(NAD 83)
 QE0568_MARKER: DR = REFERENCE MARK DISK
 QE0568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0568_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0568_STAMPING: ALBANY NO. 2 1940
 QE0568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0568+STABILITY: SURFACE MOTION
 QE0568
 QE0568  HISTORY     - Date     Condition        Report By
 QE0568  HISTORY     - 1940     MONUMENTED       CGS
 QE0568  HISTORY     - 1941     GOOD             NGS
 QE0568  HISTORY     - 1968     MARK NOT FOUND   NGS
 QE0568
 QE0568                          STATION DESCRIPTION
 QE0568
 QE0568'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QE0568'2.0 MI E FROM ALBANY.
 QE0568'AT ALBANY AIRPORT, BETWEEN 2ND AND 3RD POWER POLES SOUTH OF THE
 QE0568'HANGAR, 37 FEET WEST OF CENTER OF NORTH-SOUTH ROAD, 1.0 FOOT EAST OF
 QE0568'FENCE, WITNESS POST MARKED USBM.
 QE0568
 QE0568                          STATION RECOVERY (1968)
 QE0568
 QE0568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 QE0568'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3045 ***********************************************************************
 RD3045  DESIGNATION -  ALBERT
 RD3045  PID         -  RD3045
 RD3045  STATE/COUNTY-  OR/MULTNOMAH
 RD3045  USGS QUAD   -  PORTLAND (1990)
 RD3045
 RD3045                         *CURRENT SURVEY CONTROL
 RD3045  ___________________________________________________________________
 RD3045* NAD 83(1991)-  45 33 26.10146(N)    122 42 29.16815(W)     ADJUSTED  
 RD3045* NAVD 88     -        10.     (meters)      33.     (feet)  SCALED    
 RD3045  ___________________________________________________________________
 RD3045  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 RD3045  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 RD3045  HORZ ORDER  -  THIRD
 RD3045
 RD3045.The horizontal coordinates were established by classical geodetic methods
 RD3045.and adjusted by the National Geodetic Survey in October 1991.
 RD3045
 RD3045.The orthometric height was scaled from a topographic map.
 RD3045
 RD3045.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3045
 RD3045.The geoid height was determined by GEOID03.
 RD3045
 RD3045;                    North         East     Units Scale Factor Converg.
 RD3045;SPC OR N     -   212,442.393 2,327,629.668   MT  0.99991755   -1 33 57.4
 RD3045;SPC OR N     -   696,989.48  7,636,580.28   iFT  0.99991755   -1 33 57.4
 RD3045;SPC WA S     -    27,302.231   327,603.754   MT  1.00007399   -1 36 14.2
 RD3045;SPC WA S     -    89,574.07  1,074,813.32   sFT  1.00007399   -1 36 14.2
 RD3045;UTM  10      - 5,044,898.322   522,781.911   MT  0.99960638   +0 12 30.2
 RD3045
 RD3045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3045!SPC OR N     -   1.00000201  x   0.99991755  =   0.99991955
 RD3045!SPC WA S     -   1.00000201  x   1.00007399  =   1.00007600
 RD3045!UTM  10      -   1.00000201  x   0.99960638  =   0.99960838
 RD3045
 RD3045|---------------------------------------------------------------------|
 RD3045| PID    Reference Object                     Distance      Geod. Az  |
 RD3045|                                                           dddmmss.s |
 RD3045| CE2255 ALBERT RM 3                          49.496 METERS 11458     |
 RD3045| RD3106 OVERLOOK                            APPROX. 2.2 KM 1182258.4 |
 RD3045| RD2991 PORTLAND UNION PAC RR DOCK FS       APPROX. 1.5 KM 1282703.9 |
 RD3045| RD3210 PORTLAND UNION DEPOT CLK TWR        APPROX. 4.0 KM 1420122.0 |
 RD3045| RD2988 PORTLAND E AND W LUMBER TANK        APPROX. 2.1 KM 1432826.4 |
 RD3045| RD2980 PORTLAND QUAKER CAL ES LINE TK      APPROX. 2.5 KM 1445944.7 |
 RD3045| RD2966 PORTLAND PRL AND P WHITE STACK      APPROX. 2.0 KM 1500307.1 |
 RD3045| RD3030 PORTLAND OCEANIC TERMINALS TK       APPROX. 1.1 KM 1602014.1 |
 RD3045| RD3050 PORTLAND DOLPHIN 1                  APPROX. 0.6 KM 1860313.1 |
 RD3045| RD2969 PORTLAND BARNES HTS KOIN TWR        APPROX. 5.1 KM 2030444.1 |
 RD3045| RD3064 PORTLAND DOLPHIN 2                  APPROX. 0.5 KM 2153155.5 |
 RD3045| RD3069 PORTLAND DOLPHIN 3                  APPROX. 0.6 KM 2382957.7 |
 RD3045| RD3076 PORTLAND DOLPHIN 4                  APPROX. 0.8 KM 2534056.2 |
 RD3045| RD3091 PORTLAND DOLPHIN 5                  APPROX. 1.2 KM 2734038.0 |
 RD3045| CE2253 ALBERT RM 1                          75.812 METERS 27938     |
 RD3045| CE2254 ALBERT RM 2                          41.860 METERS 28729     |
 RD3045| RD3071 PORTLAND SWAN IS MIDDLE LIGHT       APPROX. 0.7 KM 2943408.9 |
 RD3045| RD3068 PORTLAND SWAN IS AVIATION BCN       APPROX. 0.8 KM 3254208.8 |
 RD3045|---------------------------------------------------------------------|
 RD3045
 RD3045                          SUPERSEDED SURVEY CONTROL
 RD3045
 RD3045  NAD 83(1986)-  45 33 26.12049(N)    122 42 29.17197(W) AD(       ) 3
 RD3045  NAD 27      -  45 33 26.69600(N)    122 42 24.81800(W) AD(       ) 3
 RD3045
 RD3045.Superseded values are not recommended for survey control.
 RD3045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3045.See file dsdata.txt to determine how the superseded data were derived.
 RD3045
 RD3045_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER2278244898(NAD 83)
 RD3045
 RD3045  HISTORY     - Date     Condition        Report By
 RD3045  HISTORY     - 1938     MONUMENTED       CGS
 RD3045  HISTORY     - 1959     SEE DESCRIPTION  CGS
 RD3045
 RD3045                          STATION DESCRIPTION
 RD3045
 RD3045'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (WMS)
 RD3045'STATION IS ON THE SW CORNER OF SWAN ISLAND ABOUT IN THE CENTER OF
 RD3045'THE BEND ON THIS POINT OF ISLAND ON W EDGE OF LANDING FIELD AND
 RD3045'ABOUT 7 METERS E OF ROAD CIRCLING THE AIRPORT.
 RD3045'
 RD3045'STATION MARK IS A CONCRETE BLOCK SET ABOUT 1 FOOT BELOW THE SURFACE
 RD3045'OF THE GROUND, PROTECTED BY A CAST-IRON MONUMENT COVER WITH PIPE
 RD3045'IN CENTER FILLED WITH CONCRETE AND BRONZE PLUG WITH CROSS SET IN
 RD3045'THAT.
 RD3045'
 RD3045'REFERENCE MARKS NO.2 AND NO.3 ARE CENTER OF LANDING FIELD BOUNDARY
 RD3045'LIGHT BASES.  REFERENCE MARK NO.1 IS REAR RANGE MEASURED STATUTE
 RD3045'MILE.
 RD3045
 RD3045                          STATION RECOVERY (1959)
 RD3045
 RD3045'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (ANS)
 RD3045'THE GEOGRAPHIC POSITION OF THIS STATION WAS PLOTTED ON A 1947
 RD3045'PLANIMETRIC MAP, PORTLAND NO. 16.  THE AREA THUS LOCATED WAS VISITED
 RD3045'AND A THOROUGH SEARCH OF THE GROUND SURFACE FOR 20 MINUTES REVEALED
 RD3045'NO SIGNS OF A MARK, OR A CAST IRON MONUMENT COVER.  IT IS PROBABLE
 RD3045'THAT THE STATION WAS COVERED OR DESTROYED DURING CONSTRUCTION OF
 RD3045'THE SWAN ISLAND SHIPYARD.
 RD3045'
 RD3045'STATION IS LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH1161 ***********************************************************************
 OH1161  DESIGNATION -  ALBERTA
 OH1161  PID         -  OH1161
 OH1161  STATE/COUNTY-  OR/MALHEUR
 OH1161  USGS QUAD   -  CAIRO (1967)
 OH1161
 OH1161                         *CURRENT SURVEY CONTROL
 OH1161  ___________________________________________________________________
 OH1161* NAD 83(1991)-  43 52 57.40342(N)    117 02 52.16087(W)     ADJUSTED  
 OH1161* NAVD 88     -       722.     (meters)    2369.     (feet)  SCALED    
 OH1161  ___________________________________________________________________
 OH1161  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 OH1161  GEOID HEIGHT-         -17.92  (meters)                     GEOID03
 OH1161  HORZ ORDER  -  SECOND
 OH1161
 OH1161.The horizontal coordinates were established by classical geodetic methods
 OH1161.and adjusted by the National Geodetic Survey in October 1991.
 OH1161
 OH1161.The orthometric height was scaled from a topographic map.
 OH1161
 OH1161.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1161
 OH1161.The geoid height was determined by GEOID03.
 OH1161
 OH1161;                    North         East     Units Scale Factor Converg.
 OH1161;SPC OR S     -   251,877.819 1,777,345.103   MT  0.99997229   +2 21 42.5
 OH1161;SPC OR S     -   826,370.80  5,831,184.72   iFT  0.99997229   +2 21 42.5
 OH1161;SPC ID W     -   246,968.166   695,708.177   MT  1.00006707   -0 53 59.0
 OH1161;SPC ID W     -   810,261.39  2,282,502.58   sFT  1.00006707   -0 53 59.0
 OH1161;UTM  11      - 4,858,836.067   496,158.325   MT  0.99960018   -0 01 59.3
 OH1161
 OH1161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1161!SPC OR S     -   0.99988961  x   0.99997229  =   0.99986190
 OH1161!SPC ID W     -   0.99988961  x   1.00006707  =   0.99995667
 OH1161!UTM  11      -   0.99988961  x   0.99960018  =   0.99948984
 OH1161
 OH1161:                Primary Azimuth Mark                     Grid Az
 OH1161:SPC OR S     -  NYSSA AMALGAMATED SUGAR CO STK           097 35 12.6
 OH1161:SPC ID W     -  NYSSA AMALGAMATED SUGAR CO STK           100 50 54.1
 OH1161:UTM  11      -  NYSSA AMALGAMATED SUGAR CO STK           099 58 54.4
 OH1161
 OH1161|---------------------------------------------------------------------|
 OH1161| PID    Reference Object                     Distance      Geod. Az  |
 OH1161|                                                           dddmmss.s |
 OH1161| OH1431 NYSSA AMALGAMATED SUGAR CO STK      APPROX. 4.7 KM 0995655.1 |
 OH1161| OH1434 NYSSA MUNICIPAL TANK                APPROX. 4.4 KM 1005359.9 |
 OH1161| CD6618 T19S R43E SECS 25 36 1/4 COR WC                    1033857.5 |
 OH1161| CD7318 ARCADIA PP                                         25310     |
 OH1161| OH1159 JOHN H FORBES TOMBSTONE              50.530 METERS 27307     |
 OH1161| OH1160 VFW MEMORIAL                         93.407 METERS 35316     |
 OH1161|---------------------------------------------------------------------|
 OH1161
 OH1161                          SUPERSEDED SURVEY CONTROL
 OH1161
 OH1161  NAD 83(1986)-  43 52 57.40312(N)    117 02 52.16052(W) AD(       ) 2
 OH1161  NAD 27      -  43 52 57.82900(N)    117 02 48.57800(W) AD(       ) 2
 OH1161
 OH1161.Superseded values are not recommended for survey control.
 OH1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1161.See file dsdata.txt to determine how the superseded data were derived.
 OH1161
 OH1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ9615858836(NAD 83)
 OH1161_MARKER: DS = TRIANGULATION STATION DISK
 OH1161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH1161_STAMPING: ALBERTA 1945
 OH1161_MARK LOGO: CGS   
 OH1161_MAGNETIC: N = NO MAGNETIC MATERIAL
 OH1161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH1161+STABILITY: SURFACE MOTION
 OH1161
 OH1161  HISTORY     - Date     Condition        Report By
 OH1161  HISTORY     - 1945     MONUMENTED       CGS
 OH1161  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 OH1161  HISTORY     - 19820721 GOOD             NGS
 OH1161
 OH1161                          STATION DESCRIPTION
 OH1161
 OH1161'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (ANS)
 OH1161'STATION IS LOCATED ABOUT 3 MILES (AIR LINE) W OF NYSSA, IN THE
 OH1161'SE CORNER OF A CEMETERY.  IT IS 13 FEET N OF A ROW OF SMALL TREES,
 OH1161'18 FEET W OF A DRAINAGE DITCH, AND 56 FEET SE OF SARAH KYNCHS
 OH1161'TOMBSTONE.
 OH1161'
 OH1161'SURFACE AND UNDERGROUND MARKS ARE BRONZE STATION DISKS SET IN
 OH1161'CONCRETE.  SURFACE MARK IS STAMPED ALBERTA 1945 AND IS FLUSH
 OH1161'WITH THE GROUND.
 OH1161'
 OH1161'NO REFERENCE MARK WAS ESTABLISHED FOR THIS STATION.
 OH1161'
 OH1161'AZIMUTH MARK IS A GENERAL LAND OFFICE STANDARD DISK WELDED TO AN
 OH1161'IRON PIPE 1 INCH IN DIAMETER.  IT IS STAMPED 1930 WE 43 NE 1/4 S25
 OH1161'S36 AND PROJECTS 1 FOOT.  IT IS LOCATED IN THE SW CORNER OF A
 OH1161'FARMYARD, 38 FEET NE OF A ROAD INTERSECTION, 10.5 FEET SSE OF A
 OH1161'LARGE COTTONWOOD TREE, AND 9 FEET NNW OF A COTTONWOOD TREE 3 FEET
 OH1161'IN DIAMETER.
 OH1161'
 OH1161'VETERANS OF FOREIGN WARS MONUMENT IS A TRIANGULAR-SHAPED
 OH1161'STRUCTURE, 4 FEET IN HEIGHT AND 3 FEET WIDE ON EACH SIDE.  IT IS
 OH1161'IN THE NE CORNER OF CEMETERY, 53 FEET W OF A DRAINAGE DITCH,
 OH1161'132 FEET S OF THE CENTER LINE OF THE ROAD WHICH FORMS THE N
 OH1161'BOUNDARY OF THE CEMETERY, AND 55 FEET N OF THE E-W ROAD RUNNING
 OH1161'THROUGH THE CEMETERY.  THE POINT OBSERVED UPON WAS THE CENTER OF
 OH1161'THE TOP OF THE MONUMENT.
 OH1161'
 OH1161'THE TOMBSTONE OF JOHN H. FORBES IS N OF THE ENTRANCE TO THE
 OH1161'CEMETERY, 17.5 FEET E OF THE MAIN DRIVEWAY IN THE CEMETERY, AND
 OH1161'23 FEET N OF A SMALL DRAINAGE DITCH.  IT IS A MARBLE STONE 3 FEET
 OH1161'LONG, 8 INCHES WIDE, AND 3 FEET HIGH WITH JOHN H FORBES 1865-1935
 OH1161'ENGRAVED ON THE W SIDE.  THE POINT OBSERVED UPON WAS THE CENTER
 OH1161'OF THE TOP.
 OH1161'
 OH1161'TO REACH STATION FROM THE UNDERPASS IN NYSSA, GO W ON U.S. HIGHWAY
 OH1161'20 FOR 0.4 MILE TO THE INTERSECTION OF U.S. HIGHWAY 20 AND STATE
 OH1161'HIGHWAY 201, TURN RIGHT (N) ON U.S. HIGHWAY 20 AND CONTINUE FOR
 OH1161'0.25 MILE TO ALBERTA AVENUE, TURN LEFT (W) ON ALBERTA AVENUE
 OH1161'AND CONTINUE 1.6 MILES TO A SIDE ROAD, RIGHT, AND THE AZIMUTH
 OH1161'MARK AS DESCRIBED.  FROM THE AZIMUTH MARK CONTINUE STRAIGHT
 OH1161'AHEAD ON ALBERTA AVENUE FOR 0.45 MILE TO A SMALL WOODEN BRIDGE,
 OH1161'CROSS THE BRIDGE AND TURN LEFT (SW) AND CONTINUE 0.1 MILE.
 OH1161'TURN RIGHT (N) CONTINUING FOR 0.25 MILE TO THE S ENTRANCE OF
 OH1161'THE CEMETERY.  ENTER CEMETERY, TURN RIGHT, AND GO ABOUT 50
 OH1161'YARDS TO THE STATION ON THE RIGHT.
 OH1161
 OH1161                          STATION RECOVERY (1982)
 OH1161
 OH1161'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982 (JJP)
 OH1161'ALBERTA 1945 SURFACE MARK HAS EITHER BEEN DESTROYED OR HAS BEEN
 OH1161'COVERED OVER WITH ROAD PAVEMENT.
 OH1161'
 OH1161'JOHN H. FORBES TOMBSONE RECOVERED EXCELLENT.
 OH1161'
 OH1161'VETERANS OF FOREIGN WARS MONUMENT RECOVERED EXCELLENT.
 OH1161'
 OH1161'WC 43-1/4 S25 S36 (AZIMUTH MARK) ONE INCH DIA. PIPE HAS BEEN BENT
 OH1161'ENE 30 DEG FROM VERTICAL.
 OH1161'
 OH1161'NE ONLY STUMPS OF COTTONWOOD TREES REMAIN.
 OH1161'
 OH1161'THE 1945 TO REACH INSTRUCTIONS ARE ADEQUATE.
 OH1161
 OH1161                          STATION RECOVERY (1982)
 OH1161
 OH1161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 OH1161'THE STATION WAS RECOVERED UNDER THE PAVEMENT IN THE ROAD AROUND THE
 OH1161'CEMETERY.  THE FORBES TOMBSTONE AND VFW MOVEMENT WERE RECOVERED IN
 OH1161'GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND LEANING AT ABOUT A 30
 OH1161'DEGREE ANGLE.  A NEW AZIMUTH MARK WAS ESTABLISHED AT ABOUT 50 METERS
 OH1161'(164.0 FT) TO THE EAST-SOUTHEAST OF THE OLD ONE.  TWO REFERENCE MARKS
 OH1161'WERE ALSO ESTABLISHED.  THE STATION IS LOCATED IN THE NYSSA CEMETERY,
 OH1161'OWNED BY THE CITY OF NYSSA, AND IS ABOUT 4.8 KM (3.00 MI) WEST OF
 OH1161'NYSSA.  TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS, 26, 20
 OH1161'AND 201, GO NORTH ON HIGHWAY 20 FOR 0.4 KM (0.25 MI) TURN LEFT ON PARK
 OH1161'AVE, (PARK AVENUE BECOMES ALBERTA AVE IN A FEW BLOCKS) AND GO 3.4 KM
 OH1161'(2.10 MI) TO A ROAD FORK, TAKE RIGHT FORK TOWARD NYSSA CEMETERY AND GO
 OH1161'0.4 K TO CEMETERY ENTRANCE, TURN HARD RIGHT AND GO ABOUT 60 METERS
 OH1161'(196.8 FT) TO FIRST INTERSECTION AND MARK ON LEFT.
 OH1161' 
 OH1161'THE STATION IS A STANDARD CGS DISK STAMPED---ALBERTA 1945---, SET INTO
 OH1161'THE TOP OF A SQUARE CONCRETE MONUMENT, 30 CM IN DIAMETER, RECESSED 10
 OH1161'CM BELOW THE GROUND.  THE STATION IS LOCATED 5.5 METERS (18.0 FT) EAST
 OH1161'FROM THE ENTRANCE TO THE CEMETERY, 6.3 METERS (20.7 FT) NORTH FROM THE
 OH1161'EAST END OF A WOODEN WIRE FENCE, 9.3 METERS (30.5 FT) SOUTH-SOUTHEAST
 OH1161'FROM CARL W ELDRED TOMBSTONE, 0.5 METERS (1.6 FT) SOUTH FROM THE
 OH1161'PROLONGATION OF THE NORTH CURB OF THE EAST-WEST PERIMETER ROAD, 0.2
 OH1161'METERS (0.7 FT) WEST FROM THE PROLONGATION OF THE WEST CONCRETE CURB
 OH1161'OF ROAD THRU CEMETERY. REFERENCE MARK NO 1, IS A STANDARD NGS DISK
 OH1161'STAMPED---ALBERTA 1945 NO 1 1982---, SET INTO THE NORTH CONCRETE CURB
 OH1161'OF THE PERIMETER ROAD AROUND THE CEMETERY.  THE STATION IS LOCATED 7.0
 OH1161'METERS (23.0 FT) NORTH FROM A FENCE, 3.6 METERS (11.8 FT) NORTH FROM
 OH1161'THE CENTERLINE OF ROAD, 12.2 METERS (40.0 FT) WEST FROM THE CENTERLINE
 OH1161'OF ROAD THRU CEMETERY, 1.8 METERS (5.9 FT) SOUTHEAST OF ELMER CLAR
 OH1161'KECK TOMBSTONE, AND 0.2 METERS (0.7 FT) HIGHER THAN THE STATION.
 OH1161'REFERENCE MARK NO 2, IS A STANDARD NGS DISK STAMPED---ALBERTA 1945 NO
 OH1161'2 1982---, SET INTO A DRILL HOLE IN WEST CONCRETE CURB OF ROAD THRU
 OH1161'CEMETERY.  THE STATION IS LOCATED 10.0 METERS (32.8 FT) NORTH FROM THE
 OH1161'CENTERLINE OF PERIMETER ROAD, 3.6 METERS (11.8 FT) WEST FROM THE
 OH1161'CENTERLINE OF CROSS ROAD, 4.0 METERS (13.1 FT) EAST FROM CARL W ELDRED
 OH1161'TOMBSTONE, AND 0.2 METERS (0.7 FT) HIGHER THAN THE STATION.  AZIMUTH
 OH1161'MARK NO 2, IS A STANDARD NGS DISK STAMPED---ALBERTA 1945 NO 2 1982---,
 OH1161'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 25 CM IN DIAMETER,
 OH1161'FLUSH, WITH GROUND.  THE STATION IS LOCATED 74 METERS (242.8 FT)
 OH1161'EAST-SOUTHEAST FROM THE INTERSECTION OF ALBERTA AND A PAVED ROAD
 OH1161'LEADING NORTH, 14.0 METERS (45.9 FT) SOUTH FROM THE SOUTHEAST CORNER
 OH1161'OF WILSON PROPERTY, 7.2 METERS (23.6 FT) SOUTH FROM THE CENTERLINE OF
 OH1161'ALBERTA, 2.22 METERS (7.28 FT) WEST FROM A POWER POLE.  TO REACH THE
 OH1161'AZIMUTH MARK FROM THE INTERSECTIONS OF HIGHWAY 26, 20 AND 201 IN NYSSA
 OH1161'GO NORTH ON HIGHWAY 20 FOR 0.40 KM (0.25 MI) TO TO PARK AVE (PARK AVE
 OH1161'BECOMES ALBERTA AVE IN A FW BLOCKS) TURN LEFT AND GO 2.6 KM (1.60 MI)
 OH1161'TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1905 ***********************************************************************
 RD1905  DESIGNATION -  ALDER
 RD1905  PID         -  RD1905
 RD1905  STATE/COUNTY-  OR/TILLAMOOK
 RD1905  USGS QUAD   -  TILLAMOOK (1985)
 RD1905
 RD1905                         *CURRENT SURVEY CONTROL
 RD1905  ___________________________________________________________________
 RD1905* NAD 83(1991)-  45 29 33.49244(N)    123 50 39.94339(W)     ADJUSTED  
 RD1905* NAVD 88     -        86.     (meters)     282.     (feet)  SCALED    
 RD1905  ___________________________________________________________________
 RD1905  LAPLACE CORR-          20.82  (seconds)                    DEFLEC99
 RD1905  GEOID HEIGHT-         -22.23  (meters)                     GEOID03
 RD1905  HORZ ORDER  -  SECOND
 RD1905
 RD1905.The horizontal coordinates were established by classical geodetic methods
 RD1905.and adjusted by the National Geodetic Survey in October 1991.
 RD1905
 RD1905.The orthometric height was scaled from a topographic map.
 RD1905
 RD1905.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1905
 RD1905.The geoid height was determined by GEOID03.
 RD1905
 RD1905;                    North         East     Units Scale Factor Converg.
 RD1905;SPC OR N     -   208,315.839 2,238,669.898   MT  0.99991054   -2 22 18.6
 RD1905;SPC OR N     -   683,450.92  7,344,717.51   iFT  0.99991054   -2 22 18.6
 RD1905;UTM  10      - 5,038,025.236   434,018.925   MT  0.99965352   -0 36 08.0
 RD1905
 RD1905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1905!SPC OR N     -   0.99999000  x   0.99991054  =   0.99990054
 RD1905!UTM  10      -   0.99999000  x   0.99965352  =   0.99964352
 RD1905
 RD1905|---------------------------------------------------------------------|
 RD1905| PID    Reference Object                     Distance      Geod. Az  |
 RD1905|                                                           dddmmss.s |
 RD1905| DD9308 ALDER RM 1                            7.927 METERS 02028     |
 RD1905| DD9309 ALDER RM 2                           10.370 METERS 10458     |
 RD1905| RD0998 RIVER                               APPROX. 1.9 KM 1791341.6 |
 RD1905| RD1903 TILLAMOOK MTN ST POWER CO STK       APPROX. 3.8 KM 1832651.1 |
 RD1905| RD1897 TILLAMOOK RADIO STA KTIL TOWER      APPROX. 4.6 KM 2085650.4 |
 RD1905|---------------------------------------------------------------------|
 RD1905
 RD1905                          SUPERSEDED SURVEY CONTROL
 RD1905
 RD1905  NAD 83(1986)-  45 29 33.52209(N)    123 50 39.93959(W) AD(       ) 2
 RD1905  NAD 27      -  45 29 34.14500(N)    123 50 35.48000(W) AD(       ) 2
 RD1905
 RD1905.Superseded values are not recommended for survey control.
 RD1905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1905.See file dsdata.txt to determine how the superseded data were derived.
 RD1905
 RD1905_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR3401938025(NAD 83)
 RD1905_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RD1905_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 RD1905
 RD1905  HISTORY     - Date     Condition        Report By
 RD1905  HISTORY     - 1955     MONUMENTED       CGS
 RD1905  HISTORY     - 1964     GOOD             CGS
 RD1905  HISTORY     - 1971     SEE DESCRIPTION  NGS
 RD1905
 RD1905                          STATION DESCRIPTION
 RD1905
 RD1905'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (FN)
 RD1905'ABOUT 2.3 MILES NORTH OF TILLAMOOK, ABOUT 1 MILE NORTH OF THE
 RD1905'U.S. HIGHWAY 101 BRIDGE OVER THE WILSON RIVER, ON THE SOUTH SLOPE
 RD1905'OF A LOW SOUTHWEST-NORTHEAST BRUSH COVERED RIDGE, KNOWN AS JUNO
 RD1905'HEIGHTS, 7.4 METERS NORTH OF THE TOP OF THE ROAD SHOULDER, 1
 RD1905'METER SOUTH OF A 4-INCH SQUARE WITNESS POST.  IT IS A STANDARD
 RD1905'TRIANGULATION STATION DISK STAMPED ALDER 1955 SET IN A CONCRETE
 RD1905'MONUMENT PROJECTING 4 INCHES.
 RD1905'
 RD1905'REFERENCE MARK NO. 1 IS 15 METERS NORTH OF THE TOP OF THE ROAD
 RD1905'SHOULDER.  IT IS A STANDARD REFERENCE MARK DISK STAMPED ALDER NO
 RD1905'1 1955 SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES.
 RD1905'
 RD1905'REFERENCE MARK NO. 2 IS 4.4 METERS NORTH OF THE TOP OF THE ROAD
 RD1905'SHOULDER.  IT IS A STANDARD REFERENCE MARK DISK STAMPED ALDER NO
 RD1905'2 1955 SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES.
 RD1905'
 RD1905'TO REACH FROM FIRST STREET AND MAIN AVENUE IN TILLAMOOK GO NORTH
 RD1905'ON U.S. HIGHWAY 101 2.1 MILES TO ROAD JUNCTION, TAKE NORTHERLY
 RD1905'FORK UP A GRAVEL GRADE FOR 0.3 MILE PASS HOUSE ON RIGHT, UP OLD
 RD1905'LOGGING ROAD TO END OF TRUCK TRAVEL AND STATION ON THE RIGHT.
 RD1905'
 RD1905'STATION IS ON PROPERTY OWNED BY MARGARET LICHTENTHALER OF BAY
 RD1905'CITY WHO SHOULD BE CONTACTED BEFORE RE-OCCUPYING.
 RD1905
 RD1905                          STATION RECOVERY (1964)
 RD1905
 RD1905'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (PAS)
 RD1905'THE STATION WAS RECOVERED AS DESCRIBED.  A METAL WITNESS POST WAS
 RD1905'PLACED 2 FEET WEST OF THE STATION MARK.
 RD1905
 RD1905                          STATION RECOVERY (1971)
 RD1905
 RD1905'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 RD1905'THE STATION MARK, AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 RD1905'CONDITION.  A DIFFERENCE IN THE HORIZONTAL ANGLE BETWEEN THE
 RD1905'REFERENCE MARKS WAS FOUND.  TRIANGULATION STATION RIVER 1941 MAY
 RD1905'BE USED FOR THE AZIMUTH MARK.  SEE DESCRIPTION THEREOF.
 RD1905'
 RD1905'THE STATION IS IN THE NORTHEAST 1/4 SECTION 19, T 1 S, R 9 W, ON
 RD1905'A WOODED SUMMIT OWNED BY MARGARET LICHTENTHALER.
 RD1905'
 RD1905'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 101,
 RD1905'AND THIRD STREET, WHICH IS 1 BLOCK WEST OF THE TILLAMOOK POST
 RD1905'OFFICE, GO NORTH ON U.S. HIGHWAY 101 FOR 1.4 MILES TO TRIANGULATION
 RD1905'STATION RIVER 1941 ON THE RIGHT, CONTINUE NORTH ON U.S. HIGHWAY
 RD1905'101 FOR 0.9 MILE TO A MACADAM DRIVEWAY ON THE RIGHT, JUST AFTER
 RD1905'CROSSING THE RAILROAD OVERPASS, TURN RIGHT, AND GO NORTH,
 RD1905'UPGRADE, ON THE MACADAM DRIVEWAY FOR 0.15 MILE TO WHERE THE
 RD1905'DRIVEWAY TURNS EAST, CONTINUE NORTH ON A DIRT ROAD FOR 0.1 MILE
 RD1905'TO THE END OF THE ROAD, AND THE STATION.
 RD1905'
 RD1905'THE STATION MARK, STAMPED ALDER 1955, IS A STANDARD DISK SET IN
 RD1905'AN 8-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 5 INCHES, 25
 RD1905'FEET NORTH OF THE TOP OF THE ROAD SHOULDER AT THE END OF THE ROAD,
 RD1905'AND 2 FEET EAST OF A METAL WITNESS POST.
 RD1905'
 RD1905'REFERENCE MARK NO. 1, STAMPED ALDER NO 1 1955, IS A STANDARD DISK
 RD1905'SET IN AN 8-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES,
 RD1905'50 FEET NORTH OF THE TOP OF THE ROAD SHOULDER, 28 FEET
 RD1905'NORTH-NORTHEAST OF THE WITNESS POST, AND 3 FEET HIGHER THAN THE
 RD1905'STATION.  (NOTE 11A)
 RD1905'
 RD1905'REFERENCE MARK NO. 2, STAMPED ALDER NO 2 1955, IS A STANDARD DISK
 RD1905'SET IN AN 8-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES,
 RD1905'36 FEET EAST-SOUTHEAST OF THE WITNESS POST, 20 FEET NORTH OF THE
 RD1905'TOP OF THE ROAD SHOULDER, AND LEVEL WITH THE STATION.  (NOTE 11A)
 RD1905'
 RD1905'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RD1905'2-1/2 MILES NORTH.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2887 ***********************************************************************
 RD2887  DESIGNATION -  ALDER
 RD2887  PID         -  RD2887
 RD2887  STATE/COUNTY-  OR/MULTNOMAH
 RD2887  USGS QUAD   -  MOUNT TABOR (1990)
 RD2887
 RD2887                         *CURRENT SURVEY CONTROL
 RD2887  ___________________________________________________________________
 RD2887* NAD 83(1991)-  45 35 32.44033(N)    122 34 58.67154(W)     ADJUSTED  
 RD2887* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 RD2887  ___________________________________________________________________
 RD2887  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 RD2887  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 RD2887  HORZ ORDER  -  THIRD
 RD2887
 RD2887.The horizontal coordinates were established by classical geodetic methods
 RD2887.and adjusted by the National Geodetic Survey in October 1991.
 RD2887
 RD2887.The orthometric height was scaled from a topographic map.
 RD2887
 RD2887.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2887
 RD2887.The geoid height was determined by GEOID03.
 RD2887
 RD2887;                    North         East     Units Scale Factor Converg.
 RD2887;SPC OR N     -   216,081.828 2,337,496.582   MT  0.99992189   -1 28 38.0
 RD2887;SPC OR N     -   708,929.88  7,668,952.04   iFT  0.99992189   -1 28 38.0
 RD2887;SPC WA S     -    30,935.847   337,474.482   MT  1.00006332   -1 30 47.0
 RD2887;SPC WA S     -   101,495.36  1,107,197.53   sFT  1.00006332   -1 30 47.0
 RD2887;UTM  10      - 5,048,840.367   532,528.355   MT  0.99961301   +0 17 52.5
 RD2887
 RD2887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2887!SPC OR N     -   1.00000215  x   0.99992189  =   0.99992404
 RD2887!SPC WA S     -   1.00000215  x   1.00006332  =   1.00006547
 RD2887!UTM  10      -   1.00000215  x   0.99961301  =   0.99961515
 RD2887
 RD2887|---------------------------------------------------------------------|
 RD2887| PID    Reference Object                     Distance      Geod. Az  |
 RD2887|                                                           dddmmss.s |
 RD2887| CE2766 ALDER WM TELEPHONE POLE              15.390 METERS 01844     |
 RD2887| RD2891 LEM 2                               APPROX. 1.0 KM 0811758.4 |
 RD2887|---------------------------------------------------------------------|
 RD2887
 RD2887                          SUPERSEDED SURVEY CONTROL
 RD2887
 RD2887  NAD 83(1986)-  45 35 32.45770(N)    122 34 58.67506(W) AD(       ) 3
 RD2887  NAD 27      -  45 35 33.03300(N)    122 34 54.33500(W) AD(       ) 3
 RD2887
 RD2887.Superseded values are not recommended for survey control.
 RD2887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2887.See file dsdata.txt to determine how the superseded data were derived.
 RD2887
 RD2887_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER3252848840(NAD 83)
 RD2887
 RD2887  HISTORY     - Date     Condition        Report By
 RD2887  HISTORY     - 1938     MONUMENTED       USE
 RD2887  HISTORY     - 1945     SEE DESCRIPTION  CGS
 RD2887  HISTORY     - 19941025 MARK NOT FOUND   USPSQD
 RD2887
 RD2887                          STATION DESCRIPTION
 RD2887
 RD2887'DESCRIBED BY US ENGINEERS 1938 (WMS)
 RD2887'STATION LOCATED ON THE S EDGE OF THE DIKE ON THE S SIDE OF THE
 RD2887'COLUMBIA RIVER, ABOUT 4-3/4 MILES UPSTREAM FROM THE VANCOUVER BRIDGE
 RD2887'ABOUT 50 METERS DOWNSTREAM FROM THE ALDERWOOD COUNTRY CLUB
 RD2887'CLUBHOUSE.
 RD2887'
 RD2887'STATION MARK IS A 1 1/2-INCH IRON PIPE IN CONCRETE BLOCK BURIED
 RD2887'ABOUT 2 FEET BELOW THE SURFACE.
 RD2887
 RD2887                          STATION RECOVERY (1945)
 RD2887
 RD2887'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (RAE)
 RD2887'THIS STATION WAS DESTROYED WHEN THE DIKE WAS RAISED.  STATION ALDER
 RD2887'2 (U.S.E.) 1941 WAS ESTABLISHED AND A DESCRIPTION WAS SUBMITTED.
 RD2887'
 RD2887'IT IS RECOMMENDED THAT STATION ALDER (U.S.E., 1935) BE CLASSIFIED AS
 RD2887'DESTROYED.
 RD2887
 RD2887                          STATION RECOVERY (1994)
 RD2887
 RD2887'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD2887'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA1161 ***********************************************************************
 RA1161  DESIGNATION -  ALDER
 RA1161  PID         -  RA1161
 RA1161  STATE/COUNTY-  OR/WALLOWA
 RA1161  USGS QUAD   -  LOSTINE (1990)
 RA1161
 RA1161                         *CURRENT SURVEY CONTROL
 RA1161  ___________________________________________________________________
 RA1161* NAD 83(1991)-  45 24 17.94845(N)    117 22 50.92854(W)     ADJUSTED  
 RA1161* NAVD 88     -      1905.6    (meters)    6252.     (feet)  VERTCON   
 RA1161  ___________________________________________________________________
 RA1161  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 RA1161  GEOID HEIGHT-         -16.07  (meters)                     GEOID03
 RA1161  HORZ ORDER  -  FIRST
 RA1161
 RA1161.The horizontal coordinates were established by classical geodetic methods
 RA1161.and adjusted by the National Geodetic Survey in October 1991.
 RA1161
 RA1161.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1161.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1161
 RA1161.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1161
 RA1161.The geoid height was determined by GEOID03.
 RA1161
 RA1161;                    North         East     Units Scale Factor Converg.
 RA1161;SPC OR N     -   197,878.357 2,744,114.953   MT  0.99990307   +2 12 43.5
 RA1161;SPC OR N     -   649,207.21  9,003,001.81   iFT  0.99990307   +2 12 43.5
 RA1161;UTM  11      - 5,028,011.302   470,198.264   MT  0.99961092   -0 16 16.2
 RA1161
 RA1161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1161!SPC OR N     -   0.99970385  x   0.99990307  =   0.99960695
 RA1161!UTM  11      -   0.99970385  x   0.99961092  =   0.99931488
 RA1161
 RA1161|---------------------------------------------------------------------|
 RA1161| PID    Reference Object                     Distance      Geod. Az  |
 RA1161|                                                           dddmmss.s |
 RA1161| CF5170 ALDER RM 1                            7.377 METERS 00223     |
 RA1161| RA1156 MURRAY                              APPROX. 4.7 KM 1021109.5 |
 RA1161| RA1147 JOSEPH GRAIN ELEVATOR               APPROX.12.5 KM 1152545.3 |
 RA1161| CF5171 ALDER RM 2                           24.363 METERS 22000     |
 RA1161| RA1160 LOSTINE CHURCH SPIRE                APPROX. 9.9 KM 3361607.3 |
 RA1161|---------------------------------------------------------------------|
 RA1161
 RA1161                          SUPERSEDED SURVEY CONTROL
 RA1161
 RA1161  NAD 83(1986)-  45 24 17.95281(N)    117 22 50.91692(W) AD(       ) 1
 RA1161  NAD 27      -  45 24 18.41758(N)    117 22 47.29916(W) AD(       ) 1
 RA1161  NGVD 29 (07/19/86) 1904.3    (m)         6248.     (f) VERT ANG    3  
 RA1161
 RA1161.Superseded values are not recommended for survey control.
 RA1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1161.See file dsdata.txt to determine how the superseded data were derived.
 RA1161
 RA1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML7019828011(NAD 83)
 RA1161_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RA1161_SETTING: 66 = SET IN ROCK OUTCROP
 RA1161
 RA1161  HISTORY     - Date     Condition        Report By
 RA1161  HISTORY     - 1946     MONUMENTED       CGS
 RA1161
 RA1161                          STATION DESCRIPTION
 RA1161
 RA1161'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JTJ)
 RA1161'THE STATION IS LOCATED ABOUT 5 MILES WEST AND 1 MILE SOUTH OF
 RA1161'ENTERPRISE, AND 1/2 MILE WEST AND 1/4 MILE SOUTH OF AND WITHIN
 RA1161'THE BOUNDARIES OF THE WALLOWA NATIONAL FOREST.  IT IS ON A SLIGHT
 RA1161'SHOULDER OF THE SOUTHEASTERLY OF TWO TIMBERED RIDGES THAT EXTEND
 RA1161'NORTHEASTERLY FROM SHEEP RIDGE AND LIE BETWEEN THE LOSTINE RIVER
 RA1161'AND ALDER SLOPE.  IT IS LOCATED IN A SMALL OPEN AREA IN THE
 RA1161'TIMBER ABOUT 500 FEET LOWER THAN AND 0.7 MILE NORTHEAST OF THE
 RA1161'CREST OF SHEEP RIDGE.
 RA1161'
 RA1161'THE STATION MARK, STAMPED ALDER 1946, IS A STANDARD DISK SET IN
 RA1161'BEDROCK FLUSH WITH THE SURFACE OF THE CREST OF THE RIDGE.  IT IS
 RA1161'ABOUT 4 METERS NORTH OF AND 1-1/2 FEET LOWER THAN THE HIGHEST
 RA1161'POINT IN THE IMMEDIATE AREA.
 RA1161'
 RA1161'REFERENCE MARK NO. 1, STAMPED ALDER NO 1 1946, IS A STANDARD
 RA1161'DISK SET IN A BEDROCK OUTCROP ABOUT 18 INCHES IN DIAMETER AND
 RA1161'PROTRUDING 8 INCHES.  IT IS LOCATED ON THE TRAIL, ABOUT 4 METERS
 RA1161'NORTHWEST OF THE CREST OF THE RIDGE, AND ABOUT 4 FEET LOWER THAN
 RA1161'THE STATION.
 RA1161'
 RA1161'REFERENCE MARK NO. 2, STAMPED ALDER NO 2 1946, IS A STANDARD
 RA1161'DISK SET IN BEDROCK FLUSH WITH THE SURFACE OF THE CREST OF THE
 RA1161'RIDGE.  IT IS IN A SLIGHT SADDLE AND ABOUT 3 FEET LOWER THAN THE
 RA1161'STATION MARK.
 RA1161'
 RA1161'STATION MURRAY, APPROXIMATELY 2 MILES EAST BY SOUTH, SERVES AS
 RA1161'THE AZIMUTH MARK FOR THE STATION.  TO REACH STATION MURRAY REFER
 RA1161'TO ITS DESCRIPTION.
 RA1161'
 RA1161'TO REACH THE STATION FROM THE CATON HOTEL IN ENTERPRISE GO WEST
 RA1161'ONE BLOCK ON THE MAIN STREET TO AN INTERSECTION.  TURN LEFT,
 RA1161'SOUTH, AND CONTINUE 0.5 MILE TO A T INTERSECTION JUST AFTER
 RA1161'CROSSING THE RAILROAD AT THE DEPOT.  TURN RIGHT, WEST, AND GO
 RA1161'1.0 MILE TO ROAD FORKS (FISH HATCHERY ON RIGHT).  TAKE LEFT FORK,
 RA1161'SOUTH, AND CONTINUE 0.5 MILE TO FORKS.  TAKE RIGHT FORK AND GO
 RA1161'WEST ON GRADED ROAD 2.2 MILES TO ITS END IN FRONT OF A LARGE
 RA1161'RANCH HOUSE.  JOG LEFT AND CONTINUE ON ROAD LEADING UP LANE
 RA1161'0.25 MILE TO WIRE GATE ON LEFT.  TURN LEFT THROUGH GATE AND
 RA1161'TAKE A RIGHT, DIM FORK SOUTHERLY FOR 0.4 MILE TO A FENCE
 RA1161'LINE ENCLOSING A CABIN.  HERE TURN WEST, ALONG FENCE LINE, AND
 RA1161'CONTINUE WEST UP SLOPE 0.25 MILE TO END OF TRUCK TRAVEL AT THE
 RA1161'END OF AN OPENING IN THE TIMBER.  FROM THE END OF TRUCK TRAVEL
 RA1161'PICK UP WOODS TRAIL AT END OF BREAK IN TIMBER AND FOLLOW IT
 RA1161'WESTERLY APPROXIMATELY 0.3 MILE TO CREST OF RIDGE.  THENCE
 RA1161'CONTINUE ON TRAIL LEADING SOUTHWESTERLY ALONG CREST OF
 RA1161'THE RIDGE ABOUT 1-1/2 MILES TO AN OPEN AREA IN A SLIGHT
 RA1161'SADDLE OF THE RIDGE AND LOCATION OF THE STATION.  TWO HOURS
 RA1161'OF BACK PACKING ARE REQUIRED TO REACH THE STATION FROM THE
 RA1161'END OF TRUCK TRAVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1180 ***********************************************************************
 OA1180  DESIGNATION -  ALDER
 OA1180  PID         -  OA1180
 OA1180  STATE/COUNTY-  OR/DOUGLAS
 OA1180  USGS QUAD   -  WINCHESTER BAY (1985)
 OA1180
 OA1180                         *CURRENT SURVEY CONTROL
 OA1180  ___________________________________________________________________
 OA1180* NAD 83(1991)-  43 42 28.09463(N)    124 09 20.07954(W)     ADJUSTED  
 OA1180* NAVD 88     -              **(meters)            **(feet)            
 OA1180  ___________________________________________________________________
 OA1180  LAPLACE CORR-          14.63  (seconds)                    DEFLEC99
 OA1180  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 OA1180  HORZ ORDER  -  THIRD
 OA1180
 OA1180.The horizontal coordinates were established by classical geodetic methods
 OA1180.and adjusted by the National Geodetic Survey in October 1991.
 OA1180
 OA1180
 OA1180.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1180
 OA1180.The geoid height was determined by GEOID03.
 OA1180
 OA1180;                    North         East     Units Scale Factor Converg.
 OA1180;SPC OR S     -   233,168.013 1,205,476.502   MT  0.99993886   -2 30 03.4
 OA1180;SPC OR S     -   764,986.92  3,954,975.40   iFT  0.99993886   -2 30 03.4
 OA1180;UTM  10      - 4,840,068.896   406,898.824   MT  0.99970661   -0 47 54.7
 OA1180
 OA1180                          SUPERSEDED SURVEY CONTROL
 OA1180
 OA1180  NAD 83(1986)-  43 42 28.09826(N)    124 09 20.12779(W) AD(       ) 4
 OA1180  NAD 27      -  43 42 28.67000(N)    124 09 15.73000(W) AD(       ) 3
 OA1180
 OA1180.Superseded values are not recommended for survey control.
 OA1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1180.See file dsdata.txt to determine how the superseded data were derived.
 OA1180
 OA1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP0689940069(NAD 83)
 OA1180
 OA1180  HISTORY     - Date     Condition        Report By
 OA1180  HISTORY     - 1920     MONUMENTED       USE
 OA1180  HISTORY     - 1948     SEE DESCRIPTION  CGS
 OA1180
 OA1180                          STATION DESCRIPTION
 OA1180
 OA1180'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RAE)
 OA1180'A SEARCH WAS MADE FOR THIS UNDESCRIBED STATION IN THE AREA
 OA1180'INDICATED BY ITS GEOGRAPHIC POSITION, BUT IT WAS NOT FOUND.
 OA1180'
 OA1180'IT IS RECOMMENDED THAT THE STATION BE CLASSIFIED AS LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1753 ***********************************************************************
 QE1753  DESIGNATION -  ALDER
 QE1753  PID         -  QE1753
 QE1753  STATE/COUNTY-  OR/LINN
 QE1753  USGS QUAD   -  WATERLOO (1988)
 QE1753
 QE1753                         *CURRENT SURVEY CONTROL
 QE1753  ___________________________________________________________________
 QE1753* NAD 83(1991)-  44 29 57.93930(N)    122 51 26.41472(W)     ADJUSTED  
 QE1753* NAVD 88     -       119.     (meters)     390.     (feet)  SCALED    
 QE1753  ___________________________________________________________________
 QE1753  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 QE1753  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 QE1753  HORZ ORDER  -  SECOND
 QE1753
 QE1753.The horizontal coordinates were established by classical geodetic methods
 QE1753.and adjusted by the National Geodetic Survey in October 1991.
 QE1753
 QE1753.The orthometric height was scaled from a topographic map.
 QE1753
 QE1753.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE1753
 QE1753.The geoid height was determined by GEOID03.
 QE1753
 QE1753;                    North         East     Units Scale Factor Converg.
 QE1753;SPC OR N     -    95,273.648 2,312,553.819   MT  0.99996231   -1 40 18.4
 QE1753;SPC OR N     -   312,577.59  7,587,118.83   iFT  0.99996231   -1 40 18.4
 QE1753;UTM  10      - 4,927,355.493   511,341.465   MT  0.99960158   +0 05 60.0
 QE1753
 QE1753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE1753!SPC OR N     -   0.99998498  x   0.99996231  =   0.99994729
 QE1753!UTM  10      -   0.99998498  x   0.99960158  =   0.99958657
 QE1753
 QE1753|---------------------------------------------------------------------|
 QE1753| PID    Reference Object                     Distance      Geod. Az  |
 QE1753|                                                           dddmmss.s |
 QE1753| CD9512 ALDER RM 2                           20.644 METERS 04330     |
 QE1753| CD9511 ALDER RM 1                           10.187 METERS 15626     |
 QE1753| QE0452 ALDER AZ MK                                        3094319.7 |
 QE1753| QE0453 ALDER AZ MK 2                                      3185430.0 |
 QE1753|---------------------------------------------------------------------|
 QE1753
 QE1753                          SUPERSEDED SURVEY CONTROL
 QE1753
 QE1753  NAD 83(1986)-  44 29 57.95967(N)    122 51 26.43879(W) AD(       ) 2
 QE1753  NAD 27      -  44 29 58.51160(N)    122 51 22.12403(W) AD(       ) 2
 QE1753
 QE1753.Superseded values are not recommended for survey control.
 QE1753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1753.See file dsdata.txt to determine how the superseded data were derived.
 QE1753
 QE1753_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ1134127355(NAD 83)
 QE1753_MARKER: Z = SEE DESCRIPTION
 QE1753_SETTING: 0 = UNSPECIFIED SETTING
 QE1753
 QE1753  HISTORY     - Date     Condition        Report By
 QE1753  HISTORY     - 1940     MONUMENTED       USE
 QE1753  HISTORY     - 1960     SEE DESCRIPTION  CGS
 QE1753  HISTORY     - 1967     SEE DESCRIPTION  CGS
 QE1753  HISTORY     - 1972     SEE DESCRIPTION  NGS
 QE1753
 QE1753                          STATION DESCRIPTION
 QE1753
 QE1753'DESCRIBED BY US ENGINEERS 1940 (ANS)
 QE1753'STATION IS ABOUT 4.0 MILES EAST OF LEBANON AND ABOUT 0.2 MILE SOUTH
 QE1753'OF THE SOUTH SANTIAM HIGHWAY ON THE NORTH SIDE OF A HILL THAT RUNS
 QE1753'EAST AND WEST.  THIS POINT IS ABOUT 100 FEET HIGHER THAN THE FOOT
 QE1753'OF HILL AND IS ABOUT 300 FEET SOUTHWEST OF R.R. JOHNSONS HOUSE.
 QE1753'
 QE1753'TO REACH FROM THE LEBANON POST OFFICE, GO EASTERLY ON STATE HIGHWAY
 QE1753'54 FOR 3.7 MILES TO AZIMUTH MARK ON THE NORTH SIDE OF HIGHWAY,
 QE1753'CONTINUE 0.7 MILE TO GRAVEL ROAD, TURN RIGHT (WEST ON GRAVEL ROAD
 QE1753'AND GO 0.3 MILE ALONG HILL TO A POINT BELOW THE STATION AND
 QE1753'OPPOSITE THE JOHNSON RESIDENCE, FROM HERE PACK UP HILL ABOUT 200
 QE1753'FEET TO STATION, ABOUT 20 FEET SOUTHEAST OF A BLACKBERRY PATCH.
 QE1753'
 QE1753'STATION, STAMPED ALDER 1940, IS A U.S. ARMY ENGINEERS MARK SET
 QE1753'IN A BOULDER THAT IS FLUSH WITH THE GROUND, ON THE SIDE OF HILL
 QE1753'ABOUT 50 YARDS SOUTH OF FENCE.
 QE1753'
 QE1753'AZIMUTH MARK, STAMPED ALDER 1940, PROJECTS ABOUT 6 INCHES ABOVE
 QE1753'THE GROUND, IS 2.6 FEET EAST OF WHITE REFERENCE POST, 37.2 FEET
 QE1753'NORTH OF THE CENTERLINE OF STATE HIGHWAY 54, AND 50.2 FEET SOUTH
 QE1753'OF THE NEAREST RAIL OF RAILROAD.  NOTE 11A.
 QE1753'
 QE1753'REFERENCE MARK NO.1, STAMPED ALDER NO 1 1940, IS SET IN A 2-INCH
 QE1753'IRON PIPE THAT PROJECTS ABOUT 5 INCHES ABOVE GROUND, AND IS ABOUT
 QE1753'4.0 FEET HIGHER THAN STATION ON NORTH SIDE OF HILL.
 QE1753'
 QE1753'REFERENCE MARK NO.2, STAMPED ALDER NO 2 1940, IS SET IN A BOULDER
 QE1753'THAT PROJECTS ABOUT 5 INCHES ABOVE THE GROUND, 3.0 FEET NORTH OF
 QE1753'A 6-INCH ALDER TREE, AND ABOUT 10 FEET LOWER THAN THE STATION.
 QE1753'NOTE 12A.
 QE1753
 QE1753                          STATION RECOVERY (1960)
 QE1753
 QE1753'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 QE1753'STATION AND THE REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION,
 QE1753'AS WAS THE AZIMUTH MARK.
 QE1753'
 QE1753'A NEW AND COMPLETE ROUTE DESCRIPTION IS AS FOLLOWS--
 QE1753'
 QE1753'TO REACH STATION FROM POST OFFICE IN LEBANON, GO EAST ONE BLOCK,
 QE1753'TURN RIGHT ON MAIN STREET (HIGHWAY 20 EAST) FOR 4.2 MILES TO
 QE1753'SHIRLEYS TAVERN, TURN RIGHT, FOR 0.3 MILE TO THE JOHNSON RESIDENCE
 QE1753'ON THE RIGHT AND A GRAVEL DRIVEWAY ON THE LEFT.  TAKE SHARP LEFT
 QE1753'IN DRIVEWAY AROUND THE FIRST CURVE TO CLEARING AND DIM TRACK ROAD
 QE1753'ON LEFT.  FOLLOW TRACK ROAD 200 FEET TO STATION AND WHITE METAL
 QE1753'WITNESS POST.
 QE1753
 QE1753                          STATION RECOVERY (1967)
 QE1753
 QE1753'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JCL)
 QE1753'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD
 QE1753'CONDITION.  LANDMARKS HAVE CHANGED.  A NEW AND COMPLETE DESCRIPTION
 QE1753'FOLLOWS.
 QE1753'
 QE1753'THE STATION IS 4 MILES SOUTHEAST OF LEBANON ON PROPERTY OWNED BY
 QE1753'MR. L. J. TUMA.
 QE1753'
 QE1753'TO REACH THE STATION FROM THE LEBANON POST OFFICE GO EAST ON
 QE1753'W. GRANT STREET FOR 1 BLOCK TO U.S. HIGHWAY 20, TURN RIGHT AND GO
 QE1753'SOUTH AND EAST ON U.S. HIGHWAY 20 FOR 3.6 MILES TO THE AZIMUTH MARK
 QE1753'ON THE LEFT.  CONTINUE EAST ON U.S. HIGHWAY 20 FOR 0.65 MILE TO A
 QE1753'SIDE ROAD RIGHT, JUST AFTER PASSING SHIRLEYS TAVERN ON THE RIGHT,
 QE1753'TURN SHARP RIGHT AND GO WEST ON THE MACADAM ROAD FOR 0.3 MILE TO
 QE1753'MR. TUMAS DRIVEWAY ON THE LEFT, TURN LEFT AND GO SOUTH AND EAST
 QE1753'ON THE DRIVEWAY FOR 0.1 MILE TO A TRACK ROAD LEFT, TURN LEFT AND
 QE1753'GO NORTHEAST, DOWNHILL, FOR 300 FEET TO THE STATION.
 QE1753'
 QE1753'THE STATION MARK, STAMPED ALDER 1940, IS A U.S. ARMY ENGINEERS
 QE1753'DISK CEMENTED IN A DRILL HOLE IN A FLAT BOULDER THAT IS FLUSH.  IT
 QE1753'IS 340 FEET SOUTHWEST OF A MASONRY HOUSE, 280 FEET NORTH OF THE
 QE1753'DRIVEWAY, 220 FEET SOUTH OF THE CENTER OF THE MACADAM ROAD, 8 FEET
 QE1753'NORTHWEST OF THE CENTER OF THE TRACK ROAD AND 1-1/2 FEET EAST OF
 QE1753'A METAL WITNESS POST.
 QE1753'
 QE1753'REFERENCE MARK NO. 1, STAMPED ALDER NO 1 1940, IS A STANDARD DISK
 QE1753'BRAZED TO A 2-INCH IRON PIPE THAT PROJECTS 1 INCH, 34 FEET SOUTHEAST
 QE1753'OF THE WITNESS POST, 26 FEET SOUTHEAST OF THE CENTER OF THE TRACK
 QE1753'ROAD AND 4 FEET ABOVE THE LEVEL OF THE STATION.
 QE1753'
 QE1753'REFERENCE MARK NO. 2, STAMPED ALDER NO 2 1940, IS A STANDARD DISK
 QE1753'CEMENTED IN A DRILL HOLE IN A 1-1/2 BY 2 FOOT BOULDER THAT PROJECTS
 QE1753'6 INCHES, 26 FEET NORTHWEST OF THE CENTER OF THE TRACK ROAD, 24
 QE1753'FEET NORTHEAST OF THE WITNESS POST AND 12 FEET BELOW STATION
 QE1753'ELEVATION.  (NOTE 12C)
 QE1753'
 QE1753'THE AZIMUTH MARK, STAMPED ALDER 1940, IS A STANDARD DISK SET IN
 QE1753'AN 8-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES, 50 FEET
 QE1753'SOUTH OF THE NEAREST RAIL OF THE RAILROAD, 37 FEET NORTH OF THE
 QE1753'CENTER OF U.S. HIGHWAY 20 AND 2 FEET WEST OF A WITNESS POST.
 QE1753'(NOTE 16A)
 QE1753
 QE1753                          STATION RECOVERY (1972)
 QE1753
 QE1753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 QE1753'THE STATION MARK, AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 QE1753'CONDITION.  A DIFFERENCE IN THE HORIZONTAL ANGLE BETWEEN THE
 QE1753'REFERENCE MARKS WAS FOUND.  THE AZIMUTH MARK HAD BEEN DESTROYED TO
 QE1753'PERMIT HIGHWAY CONSTRUCTION.  A NEW AZIMUTH MARK WAS ESTABLISHED.
 QE1753'A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 QE1753'
 QE1753'THE STATION IS 4 MILES SOUTHEAST OF LEBANON, AND 1/2 MILE SOUTH
 QE1753'OF U.S. HIGHWAY 20, ON A WOODED SIDEHILL OWNED BY MR. JAMES VOLL.
 QE1753'
 QE1753'TO REACH THE STATION FROM THE LEBANON POST OFFICE, GO EAST ON GRANT
 QE1753'STREET FOR 0.05 MILE TO U.S. HIGHWAY 20, TURN RIGHT, AND GO SOUTH,
 QE1753'AND SOUTHEAST ON U.S. HIGHWAY 20 FOR 3.8 MILES TO THE AZIMUTH MARK
 QE1753'ON THE LEFT, THIS IS 0.1 MILE AFTER PASSING MILEPOST 17, CONTINUE
 QE1753'SOUTHEAST ON U.S. HIGHWAY 20 FOR 0.55 MILE TO A SIDE ROAD RIGHT,
 QE1753'JUST AFTER PASSING SHIRLEYS CAFE AND TAVERN ON THE RIGHT, TURN
 QE1753'SHARP RIGHT, AND GO WEST ON THE MACADAM ROAD FOR 0.3 MILE TO A
 QE1753'DRIVEWAY ON THE LEFT, TURN LEFT, AND GO SOUTHWEST ON THE
 QE1753'DRIVEWAY FOR 0.1 MILE TO MR. VOLLS RESIDENCE ON THE RIGHT, WHERE
 QE1753'THE DRIVEWAY MAKES A TURN EAST TO ANOTHER RESIDENCE, AND THE END OF
 QE1753'TRUCK TRAVEL.  HIKE NORTHEAST DOWN AN OLD TRACK ROAD FOR
 QE1753'200 FEET TO THE STATION.
 QE1753'
 QE1753'THE STATION MARK, STAMPED ALDER 1940, IS A U.S. ENGINEERS DISK
 QE1753'CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS FLUSH, 350 FEET
 QE1753'NORTHEAST OF MR. VOLLS RESIDENCE, 8 FEET NORTHWEST OF THE OLD ROAD,
 QE1753'AND 2 FEET EAST OF A METAL WITNESS POST.
 QE1753'
 QE1753'REFERENCE MARK NO. 1, STAMPED ALDER NO 1 1940, IS A STANDARD DISK
 QE1753'BRAZED TO A 2-INCH PIPE THAT PROJECTS 1 INCH, 35 FEET SOUTHEAST
 QE1753'OF THE WITNESS POST, AND 3 FEET HIGHER THAN THE STATION.
 QE1753'
 QE1753'REFERENCE MARK NO. 2, STAMPED ALDER NO 2 1940, IS A STANDARD DISK
 QE1753'CEMENTED IN A DRILL HOLE IN A 2 BY 2 FOOT BOULDER THAT PROJECTS 3
 QE1753'INCHES, 69 FEET NORTHEAST OF THE WITNESS POST, 4 FEET NORTHEAST OF
 QE1753'3 OAK TREES THAT ARE VERY CLOSE TOGETHER, AND 4 FEET LOWER THAN
 QE1753'THE STATION.  (NOTE 12C)
 QE1753'
 QE1753'THE AZIMUTH MARK, STAMPED ALDER 1940 1972, IS A STANDARD DISK SET
 QE1753'IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 5 INCHES, 150
 QE1753'FEET SOUTHEAST OF THE SWITCH PLATFORM FOR THE DERAIL, 120 FEET
 QE1753'WEST OF RAILROAD MILEPOST NO. 18, 68 FEET NORTH OF THE CENTER OF
 QE1753'U.S. HIGHWAY 20, 19.5 FEET SOUTH OF THE NEAREST RAIL, 10 FEET
 QE1753'EAST OF THE NORTH END OF A CORRUGATED CULVERT, AND 1 FOOT EAST OF
 QE1753'A METAL WITNESS POST.  (NOTE 16A)
 QE1753'
 QE1753'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QE1753'4 MILES SOUTHEAST OF LEBANON.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2366 ***********************************************************************
 QE2366  DESIGNATION -  ALDER
 QE2366  PID         -  QE2366
 QE2366  STATE/COUNTY-  OR/LINCOLN
 QE2366  USGS QUAD   -  TOLEDO SOUTH (1984)
 QE2366
 QE2366                         *CURRENT SURVEY CONTROL
 QE2366  ___________________________________________________________________
 QE2366* NAD 83(1991)-  44 35 07.93409(N)    123 57 01.13434(W)     ADJUSTED  
 QE2366* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 QE2366  ___________________________________________________________________
 QE2366  LAPLACE CORR-          15.31  (seconds)                    DEFLEC99
 QE2366  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 QE2366  HORZ ORDER  -  THIRD
 QE2366
 QE2366.The horizontal coordinates were established by classical geodetic methods
 QE2366.and adjusted by the National Geodetic Survey in October 1991.
 QE2366
 QE2366.The orthometric height was scaled from a topographic map.
 QE2366
 QE2366.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2366
 QE2366.The geoid height was determined by GEOID03.
 QE2366
 QE2366;                    North         East     Units Scale Factor Converg.
 QE2366;SPC OR N     -   107,956.716 2,226,097.518   MT  0.99994603   -2 26 48.9
 QE2366;SPC OR N     -   354,188.70  7,303,469.55   iFT  0.99994603   -2 26 48.9
 QE2366;UTM  10      - 4,937,349.700   424,562.573   MT  0.99966998   -0 40 01.7
 QE2366
 QE2366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2366!SPC OR N     -   1.00000223  x   0.99994603  =   0.99994826
 QE2366!UTM  10      -   1.00000223  x   0.99966998  =   0.99967221
 QE2366
 QE2366:                Primary Azimuth Mark                     Grid Az
 QE2366:SPC OR N     -  SOAP                                     068 32 54.1
 QE2366:UTM  10      -  SOAP                                     066 46 06.9
 QE2366
 QE2366|---------------------------------------------------------------------|
 QE2366| PID    Reference Object                     Distance      Geod. Az  |
 QE2366|                                                           dddmmss.s |
 QE2366| QE2394 SOAP                                APPROX. 0.6 KM 0660605.2 |
 QE2366| QE2374 DEAD                                411.161 METERS 3502916.0 |
 QE2366|---------------------------------------------------------------------|
 QE2366
 QE2366                          SUPERSEDED SURVEY CONTROL
 QE2366
 QE2366  NAD 83(1986)-  44 35 07.97179(N)    123 57 01.20002(W) AD(       ) 3
 QE2366  NAD 27      -  44 35 08.57700(N)    123 56 56.82500(W) AD(       ) 3
 QE2366
 QE2366.Superseded values are not recommended for survey control.
 QE2366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2366.See file dsdata.txt to determine how the superseded data were derived.
 QE2366
 QE2366_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ2456337350(NAD 83)
 QE2366_MARKER: Z = SEE DESCRIPTION
 QE2366_SETTING: 0 = UNSPECIFIED SETTING
 QE2366_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE2366
 QE2366  HISTORY     - Date     Condition        Report By
 QE2366  HISTORY     - 1914     MONUMENTED       CGS
 QE2366  HISTORY     - 1934     SEE DESCRIPTION  CGS
 QE2366  HISTORY     - 1953     SEE DESCRIPTION  CGS
 QE2366
 QE2366                          STATION DESCRIPTION
 QE2366
 QE2366'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (JWM)
 QE2366'STATION IS ACROSS THE BAY AND ABOUT 1/2 MILE E OF MILL 4
 QE2366'RAILROAD STATION, ON A MUD POINT COVERED WITH WATER-LOGGED
 QE2366'LIMBS OF TREES.
 QE2366'
 QE2366'THE STATION IS MARKED BY A BOTTLE SET 3 FEET BELOW THE SURFACE,
 QE2366'AND AT THE SURFACE BY A STANDARD DISK IN A CYLINDRICAL BED OF
 QE2366'CONCRETE 8 INCHES IN DIAMETER BY 2 FEET DEEP.
 QE2366'
 QE2366'THE REFERENCE MARK IS A STANDARD DISK SET IN CONCRETE, 3.66
 QE2366'METERS S (MAGNETIC).
 QE2366
 QE2366                          STATION RECOVERY (1934)
 QE2366
 QE2366'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (LAM)
 QE2366'STATION COULD NOT BE FOUND AND MAY HAVE BEEN COVERED BY
 QE2366'DISINTEGRATED ROCK.  IT IS ON THE S SIDE OF YAQUINA RIVER,
 QE2366'ABOUT 2.5 MILES S OF TOLEDO AND ABOUT 0.5 MILE E OF AND ACROSS
 QE2366'THE RIVER FROM THE OLD LOCATION OF MILL 4.  IT IS ON A MUD POINT
 QE2366'COVERED WITH WATER-LOGGED DRIFT.
 QE2366
 QE2366                          STATION RECOVERY (1953)
 QE2366
 QE2366'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (FAR)
 QE2366'A THOROUGH SEARCH FAILED TO REVEAL ANY TRACE OF THE STATION OR
 QE2366'THE REFERENCE MARK.  IT IS RECOMMENDED THAT THE POSITION BE
 QE2366'CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2889 ***********************************************************************
 RD2889  DESIGNATION -  ALDER 2 RESET
 RD2889  PID         -  RD2889
 RD2889  STATE/COUNTY-  OR/MULTNOMAH
 RD2889  USGS QUAD   -  MOUNT TABOR (1990)
 RD2889
 RD2889                         *CURRENT SURVEY CONTROL
 RD2889  ___________________________________________________________________
 RD2889* NAD 83(1991)-  45 35 32.46594(N)    122 34 58.61529(W)     ADJUSTED  
 RD2889* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 RD2889  ___________________________________________________________________
 RD2889  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 RD2889  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 RD2889  HORZ ORDER  -  THIRD
 RD2889
 RD2889.The horizontal coordinates were established by classical geodetic methods
 RD2889.and adjusted by the National Geodetic Survey in October 1991.
 RD2889
 RD2889.The orthometric height was scaled from a topographic map.
 RD2889
 RD2889.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2889
 RD2889.The geoid height was determined by GEOID03.
 RD2889
 RD2889;                    North         East     Units Scale Factor Converg.
 RD2889;SPC OR N     -   216,082.587 2,337,497.821   MT  0.99992189   -1 28 37.9
 RD2889;SPC OR N     -   708,932.37  7,668,956.11   iFT  0.99992189   -1 28 37.9
 RD2889;SPC WA S     -    30,936.606   337,475.722   MT  1.00006332   -1 30 47.0
 RD2889;SPC WA S     -   101,497.85  1,107,201.60   sFT  1.00006332   -1 30 47.0
 RD2889;UTM  10      - 5,048,841.164   532,529.570   MT  0.99961301   +0 17 52.6
 RD2889
 RD2889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2889!SPC OR N     -   1.00000215  x   0.99992189  =   0.99992404
 RD2889!SPC WA S     -   1.00000215  x   1.00006332  =   1.00006547
 RD2889!UTM  10      -   1.00000215  x   0.99961301  =   0.99961515
 RD2889
 RD2889|---------------------------------------------------------------------|
 RD2889| PID    Reference Object                     Distance      Geod. Az  |
 RD2889|                                                           dddmmss.s |
 RD2889| CE2257 ALDER 2 RM 2                         29.485 METERS 11910     |
 RD2889| CE2256 ALDER 2 RM 1                         10.949 METERS 20916     |
 RD2889| RD2893 JUDGE 2                             APPROX. 1.2 KM 2984910.9 |
 RD2889|---------------------------------------------------------------------|
 RD2889
 RD2889                          SUPERSEDED SURVEY CONTROL
 RD2889
 RD2889  NAD 83(1986)-  45 35 32.48329(N)    122 34 58.61875(W) AD(       ) 3
 RD2889  NAD 27      -  45 35 33.05900(N)    122 34 54.27900(W) AD(       ) 3
 RD2889
 RD2889.Superseded values are not recommended for survey control.
 RD2889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2889.See file dsdata.txt to determine how the superseded data were derived.
 RD2889
 RD2889_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER3253048841(NAD 83)
 RD2889_MARKER: Z = SEE DESCRIPTION
 RD2889_SETTING: 0 = UNSPECIFIED SETTING
 RD2889
 RD2889  HISTORY     - Date     Condition        Report By
 RD2889  HISTORY     - 1946     MONUMENTED       USE
 RD2889  HISTORY     - 1952     SEE DESCRIPTION  CGS
 RD2889  HISTORY     - 1960     SEE DESCRIPTION  CGS
 RD2889  HISTORY     - 19941025 MARK NOT FOUND   USPSQD
 RD2889
 RD2889                          STATION DESCRIPTION
 RD2889
 RD2889'DESCRIBED BY US ENGINEERS 1946 (EHB)
 RD2889'STATION IS SET ON THE N SHOULDER OF N.E. MARINE DRIVE, ON PROPERTY
 RD2889'BELONGING TO ALDER COUNTRY CLUB (GOLF COURSE).  ABOUT 0.2 MILE E OF
 RD2889'DEVINE AND ZIMMERMANS GRAVEL CO. FLOAT.  105 METERS W OF FLAGPOLE
 RD2889'AT ALDER COUNTRY CLUB.  5.5 METERS N OF THE CENTER LINE OF THE ROAD,
 RD2889'AND 1-1/2 FEET BELOW THE TOP OF THE ROAD.  SET IN THE TOP OF A
 RD2889'10-1/2 INCH SQUARE CONCRETE BLOCK 2-1/2 FEET IN THE GROUND MARKED
 RD2889'WITH A BRONZE DISK STAMPED ALDER 2 USE 1946.
 RD2889'
 RD2889'REFERENCE MARK 1 IS SET ON THE S SIDE OF ROAD, ABOUT 1 FOOT FROM
 RD2889'WHITE HIGHWAY POST, AND 10.949 METERS (35.92 FEET) S OF THE
 RD2889'STATION.  A BRONZE DISK SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE
 RD2889'POST SET 2-1/2 FEET IN THE GROUND STAMPED ALDER 2 USE NO. 1 1946.
 RD2889'
 RD2889'REFERENCE MARK 2 IS SET E OF THE STATION AT SHOULDER OF ROAD JUST W
 RD2889'OF WHITE HIGHWAY POST.  IT IS 29.485 METERS (96.725 FEET) E OF THE
 RD2889'STATION AND 15 FEET N OF THE CENTER LINE OF THE ROAD.  A BRONZE
 RD2889'DISK SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE POST SET 2-1/2
 RD2889'FEET IN THE GROUND AND STAMPED ALDER 2 USE NO. 2 1946.
 RD2889
 RD2889                          STATION RECOVERY (1952)
 RD2889
 RD2889'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ANS)
 RD2889'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN EXCELLENT
 RD2889'CONDITION.
 RD2889'
 RD2889'THE STATION IS NEAR THE NE SIDE OF PORTLAND AND ON THE N EDGE OF
 RD2889'N.E. MARINE DRIVE.  IT IS 0.3 MILE NE OF THE INTERSECTION OF N.E.
 RD2889'MARINE DRIVE AND N.E. EIGHTY-SECOND AVENUE, 450 FEET NNW OF THE
 RD2889'CLUBHOUSE OF THE ALDERWOOD GOLF COURSE, AND 225 FEET W OF 7919 N.E.
 RD2889'MARINE DRIVE WHICH IS THE ADDRESS OF THE COLUMBIA RIVER YACHT CLUB.
 RD2889'
 RD2889'STATION MARK IS A STANDARD DISK, STAMPED USE 2 ALDER 1946, SET IN AN
 RD2889'11-INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES ON THE N SIDE.
 RD2889'IT IS 13.7 METERS SE OF THE NEAREST GUARDPOST AND 5.6 METERS NE OF
 RD2889'THE CENTER OF THE ROAD.
 RD2889'
 RD2889'R.M. 1 IS A STANDARD DISK, STAMPED ALDER 2 USE NO 1 1946, SET IN A
 RD2889'9-INCH SQUARE CONCRETE POST THAT PROJECTS 1 INCH ON THE S SIDE.
 RD2889'IT IS SW OF THE STATION, 5.3 METERS SW OF THE CENTER OF THE ROAD, AND
 RD2889'1 FOOT SOUTHEAST OF A GUARDPOST.
 RD2889'
 RD2889'R.M. 2 IS A STANDARD DISK, STAMPED ALDER 2 USE NO 2 1946, SET IN AN
 RD2889'11-INCH SQUARE CONCRETE POST THAT PROJECTS 2 INCHES ON THE N SIDE.
 RD2889'IT IS SE OF THE STATION, AT THE NE EDGE OF THE ROAD, 5.6 METERS
 RD2889'NE OF THE CENTER OF THE ROAD, AND 3.3 METERS NW OF THE NEAREST
 RD2889'GUARDPOST.
 RD2889
 RD2889                          STATION RECOVERY (1960)
 RD2889
 RD2889'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FN)
 RD2889'THIS STATION WAS DESTROYED BY CONSTRUCTION OF AIRPORT, PORTLAND
 RD2889'INTERNATIONAL AIRPORT.
 RD2889'
 RD2889'IT IS RECOMMENDED THAT THIS STATION BE CLASSIFIED AS DESTROYED.
 RD2889
 RD2889                          STATION RECOVERY (1994)
 RD2889
 RD2889'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD2889'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0453 ***********************************************************************
 QE0453  DESIGNATION -  ALDER AZ MK 2
 QE0453  PID         -  QE0453
 QE0453  STATE/COUNTY-  OR/LINN
 QE0453  USGS QUAD   -  ONEHORSE SLOUGH (1975)
 QE0453
 QE0453                         *CURRENT SURVEY CONTROL
 QE0453  ___________________________________________________________________
 QE0453* NAD 83(1986)-  44 30 09.     (N)    122 51 41.     (W)     SCALED    
 QE0453* NAVD 88     -       117.80   (meters)     386.5    (feet)  RESET     
 QE0453  ___________________________________________________________________
 QE0453  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 QE0453  VERT ORDER  -  THIRD
 QE0453
 QE0453.The horizontal coordinates were scaled from a topographic map and have
 QE0453.an estimated accuracy of +/- 6 seconds.
 QE0453
 QE0453.The orthometric height was computed from unverified reset data.
 QE0453
 QE0453.The geoid height was determined by GEOID03.
 QE0453
 QE0453;                    North         East    Units  Estimated Accuracy
 QE0453;SPC OR N     -    95,620.    2,312,240.      MT  (+/- 180 meters Scaled)
 QE0453
 QE0453                          SUPERSEDED SURVEY CONTROL
 QE0453
 QE0453.No superseded survey control is available for this station.
 QE0453
 QE0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ110276(NAD 83)
 QE0453_MARKER: DZ = AZIMUTH MARK DISK
 QE0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0453_STAMPING: ALDER 1940 1972
 QE0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0453+STABILITY: SURFACE MOTION
 QE0453_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QE0453+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2006
 QE0453
 QE0453  HISTORY     - Date     Condition        Report By
 QE0453  HISTORY     - 1972     MONUMENTED       NGS
 QE0453  HISTORY     - 20060528 GOOD             USPSQD
 QE0453
 QE0453                          STATION DESCRIPTION
 QE0453
 QE0453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QE0453'4.0 MI SE FROM LEBANON.
 QE0453'REACHED FROM THE LEBANON POST OFFICE GO EAST ON GRANT STREET FOR 0.05
 QE0453'MILE TO U.S. HIGHWAY 20, TURN RIGHT, AND GO SOUTH, AND SOUTHEAST ON
 QE0453'U.S. HIGHWAY 20 FOR 3.8 MILES TO THE BENCH MARK ON THE LEFT, 0.1 MILE
 QE0453'EAST OF HIGHWAY MILEPOST NO. 17, 150 FEET SOUTHEAST OF A RAILROAD
 QE0453'SWITCH PLATFORM, 120 FEET WEST OF RAILROAD MILEPOST NO. 18, 68 FEET
 QE0453'NORTH OF THE CENTER OF U.S. HIGHWAY 20, 19.5 FEET SOUTH OF THE NEAREST
 QE0453'RAIL, 1 FOOT EAST OF A METAL WITNESS POST, AND 3 FEET LOWER THAN THE
 QE0453'HIGHWAY SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 5
 QE0453'INCHES.
 QE0453
 QE0453                          STATION RECOVERY (2006)
 QE0453
 QE0453'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 QE0453'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1858 ***********************************************************************
 RD1858  DESIGNATION -  ALDER POINT
 RD1858  PID         -  RD1858
 RD1858  STATE/COUNTY-  OR/TILLAMOOK
 RD1858  USGS QUAD   -  NESTUCCA BAY (1985)
 RD1858
 RD1858                         *CURRENT SURVEY CONTROL
 RD1858  ___________________________________________________________________
 RD1858* NAD 83(1991)-  45 10 53.61881(N)    123 56 41.72221(W)     ADJUSTED  
 RD1858* NAVD 88     -        25.     (meters)      82.     (feet)  SCALED    
 RD1858  ___________________________________________________________________
 RD1858  LAPLACE CORR-          18.83  (seconds)                    DEFLEC99
 RD1858  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 RD1858  HORZ ORDER  -  THIRD
 RD1858
 RD1858.The horizontal coordinates were established by classical geodetic methods
 RD1858.and adjusted by the National Geodetic Survey in October 1991.
 RD1858
 RD1858.The orthometric height was scaled from a topographic map.
 RD1858
 RD1858.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1858
 RD1858.The geoid height was determined by GEOID03.
 RD1858
 RD1858;                    North         East     Units Scale Factor Converg.
 RD1858;SPC OR N     -   174,108.178 2,229,348.509   MT  0.99989461   -2 26 35.1
 RD1858;SPC OR N     -   571,221.06  7,314,135.53   iFT  0.99989461   -2 26 35.1
 RD1858;UTM  10      - 5,003,554.085   425,761.223   MT  0.99966777   -0 40 13.1
 RD1858
 RD1858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1858!SPC OR N     -   0.99999965  x   0.99989461  =   0.99989426
 RD1858!UTM  10      -   0.99999965  x   0.99966777  =   0.99966742
 RD1858
 RD1858|---------------------------------------------------------------------|
 RD1858| PID    Reference Object                     Distance      Geod. Az  |
 RD1858|                                                           dddmmss.s |
 RD1858| RD1867 GRASS                               171.565 METERS 13349     |
 RD1858| RD1885 SPRUCE                              420.954 METERS 2213140.3 |
 RD1858|---------------------------------------------------------------------|
 RD1858
 RD1858                          SUPERSEDED SURVEY CONTROL
 RD1858
 RD1858  NAD 83(1986)-  45 10 53.65135(N)    123 56 41.72982(W) AD(       ) 3
 RD1858  NAD 27      -  45 10 54.27900(N)    123 56 37.32400(W) AD(       ) 3
 RD1858
 RD1858.Superseded values are not recommended for survey control.
 RD1858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1858.See file dsdata.txt to determine how the superseded data were derived.
 RD1858
 RD1858_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR2576103554(NAD 83)
 RD1858
 RD1858  HISTORY     - Date     Condition        Report By
 RD1858  HISTORY     - 1883     MONUMENTED       CGS
 RD1858
 RD1858                          STATION DESCRIPTION
 RD1858
 RD1858'DESCRIBED BY COAST AND GEODETIC SURVEY 1883 (CR)
 RD1858'STATION IS ON THE N SIDE OF LITTLE NESTUGGA BAY, ON A ROUNDING
 RD1858'POINT BETWEEN THE MUD FLATS AND THE FOOT OF THE HILLS.
 RD1858'
 RD1858'THE STATION IS MARKED BY A COPPER TACK IN A CEDAR POST 2-1/2
 RD1858'FEET LONG AND 6 INCHES IN DIAMETER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1843 ***********************************************************************
 QD1843  DESIGNATION -  ALDER SPRINGS LOT
 QD1843  PID         -  QD1843
 QD1843  STATE/COUNTY-  OR/JEFFERSON
 QD1843  USGS QUAD   -  SHITIKE BUTTE (1988)
 QD1843
 QD1843                         *CURRENT SURVEY CONTROL
 QD1843  ___________________________________________________________________
 QD1843* NAD 83(1991)-  44 37 47.68526(N)    121 33 13.71377(W)     ADJUSTED  
 QD1843* NAVD 88     -      1371.5    (meters)    4500.     (feet)  VERTCON   
 QD1843  ___________________________________________________________________
 QD1843  LAPLACE CORR-          -6.17  (seconds)                    DEFLEC99
 QD1843  GEOID HEIGHT-         -21.44  (meters)                     GEOID03
 QD1843  HORZ ORDER  -  THIRD
 QD1843
 QD1843.The horizontal coordinates were established by classical geodetic methods
 QD1843.and adjusted by the National Geodetic Survey in October 1991.
 QD1843
 QD1843.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1843.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1843
 QD1843.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1843
 QD1843.The geoid height was determined by GEOID03.
 QD1843
 QD1843;                    North         East     Units Scale Factor Converg.
 QD1843;SPC OR N     -   107,583.303 2,416,384.834   MT  0.99993851   -0 44 50.4
 QD1843;SPC OR N     -   352,963.59  7,927,771.77   iFT  0.99993851   -0 44 50.4
 QD1843;UTM  10      - 4,942,856.891   614,713.485   MT  0.99976182   +1 00 57.9
 QD1843
 QD1843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1843!SPC OR N     -   0.99978837  x   0.99993851  =   0.99972689
 QD1843!UTM  10      -   0.99978837  x   0.99976182  =   0.99955024
 QD1843
 QD1843                          SUPERSEDED SURVEY CONTROL
 QD1843
 QD1843  NAD 83(1986)-  44 37 47.70050(N)    121 33 13.72547(W) AD(       ) 3
 QD1843  NGVD 29 (04/26/90) 1370.3    (m)         4496.     (f) VERT ANG    3  
 QD1843
 QD1843.Superseded values are not recommended for survey control.
 QD1843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1843.See file dsdata.txt to determine how the superseded data were derived.
 QD1843
 QD1843_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ1471342857(NAD 83)
 QD1843_MARKER: 57 = LOOKOUT TOWER
 QD1843
 QD1843  HISTORY     - Date     Condition        Report By
 QD1843  HISTORY     - 1958     FIRST OBSERVED   USGS
 QD1843
 QD1843                          STATION DESCRIPTION
 QD1843
 QD1843'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 QD1843'LOCATED ABOUT 21.2 MI W. OF MADRAS, 16.8 MI NE. OF EAST END OF
 QD1843'SUTTLE LAKE, 12.7 MI ESE. OF MT. JEFFERSON.  NEAR THE NORTH END
 QD1843'AND EAST SLOPE OF MOUNTAIN KNOWN AS GREEN RIDGE.
 QD1843'
 QD1843'STATION MARK--CENTER OF USFS 14X14-FT. CABIN ON WOODEN TOWER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC2055 ***********************************************************************
 SC2055  DESIGNATION -  ALDERBROOK U S E 1905
 SC2055  PID         -  SC2055
 SC2055  STATE/COUNTY-  OR/CLATSOP
 SC2055  USGS QUAD   -  ASTORIA (1984)
 SC2055
 SC2055                         *CURRENT SURVEY CONTROL
 SC2055  ___________________________________________________________________
 SC2055* NAD 83(1991)-  46 11 39.94558(N)    123 47 15.39804(W)     ADJUSTED  
 SC2055* NAVD 88     -        24.     (meters)      79.     (feet)  SCALED    
 SC2055  ___________________________________________________________________
 SC2055  LAPLACE CORR-          12.24  (seconds)                    DEFLEC99
 SC2055  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 SC2055  HORZ ORDER  -  THIRD
 SC2055
 SC2055.The horizontal coordinates were established by classical geodetic methods
 SC2055.and adjusted by the National Geodetic Survey in October 1991.
 SC2055
 SC2055.The orthometric height was scaled from a topographic map.
 SC2055
 SC2055.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2055
 SC2055.The geoid height was determined by GEOID03.
 SC2055
 SC2055;                    North         East     Units Scale Factor Converg.
 SC2055;SPC OR N     -   286,069.743 2,246,280.330   MT  1.00005528   -2 19 53.5
 SC2055;SPC OR N     -   938,549.03  7,369,686.12   iFT  1.00005528   -2 19 53.5
 SC2055;SPC WA S     -   100,998.074   246,313.597   MT  0.99993771   -2 23 17.2
 SC2055;SPC WA S     -   331,357.85    808,113.86   sFT  0.99993771   -2 23 17.2
 SC2055;UTM  10      - 5,115,951.754   439,227.534   MT  0.99964540   -0 34 06.3
 SC2055
 SC2055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2055!SPC OR N     -   0.99999984  x   1.00005528  =   1.00005512
 SC2055!SPC WA S     -   0.99999984  x   0.99993771  =   0.99993755
 SC2055!UTM  10      -   0.99999984  x   0.99964540  =   0.99964524
 SC2055
 SC2055                          SUPERSEDED SURVEY CONTROL
 SC2055
 SC2055  NAD 83(1986)-  46 11 39.95709(N)    123 47 15.38484(W) AD(       ) 3
 SC2055  NAD 27      -  46 11 40.57855(N)    123 47 10.87579(W) AD(       ) 3
 SC2055
 SC2055.Superseded values are not recommended for survey control.
 SC2055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2055.See file dsdata.txt to determine how the superseded data were derived.
 SC2055
 SC2055_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS3922815952(NAD 83)
 SC2055
 SC2055  HISTORY     - Date     Condition        Report By
 SC2055  HISTORY     - 1905     MONUMENTED       USE
 SC2055  HISTORY     - 1926     SEE DESCRIPTION  CGS
 SC2055  HISTORY     - 1934     SEE DESCRIPTION  CGS
 SC2055
 SC2055                          STATION DESCRIPTION
 SC2055
 SC2055'DESCRIBED BY US ENGINEERS 1905
 SC2055'THE STATION IS MARKED BY A CONCRETE MONUMENT WITH A 2-INCH PIPE
 SC2055'FOR THE CENTER.
 SC2055
 SC2055                          STATION RECOVERY (1926)
 SC2055
 SC2055'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926 (TJM)
 SC2055'LOST DUE TO GRADING NEW ROAD.
 SC2055
 SC2055                          STATION RECOVERY (1934)
 SC2055
 SC2055'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (GRJ)
 SC2055'IN THE E PART OF ASTORIA, ABOUT 100 FEET NE OF THE INTERSECTION OF
 SC2055'FORTY-SIXTH AND DATE STREETS (COLUMBIA RIVER HIGHWAY).  THE
 SC2055'STATION IS MARKED BY A SECTION OF 2-INCH IRON PIPE SET IN A
 SC2055'CONCRETE BLOCK.  THE STATION COULD NOT BE FOUND IN 1934 AND MAY
 SC2055'HAVE BEEN DESTROYED WHEN DATE STREET WAS WIDENED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1676 ***********************************************************************
 RD1676  DESIGNATION -  ALDERMAN FARMS TANK
 RD1676  PID         -  RD1676
 RD1676  STATE/COUNTY-  OR/YAMHILL
 RD1676  USGS QUAD   -  DAYTON (1982)
 RD1676
 RD1676                         *CURRENT SURVEY CONTROL
 RD1676  ___________________________________________________________________
 RD1676* NAD 83(1991)-  45 09 20.91827(N)    123 03 23.40312(W)     ADJUSTED  
 RD1676* NAVD 88     -              **(meters)            **(feet)            
 RD1676  ___________________________________________________________________
 RD1676  LAPLACE CORR-          -8.32  (seconds)                    DEFLEC99
 RD1676  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 RD1676  HORZ ORDER  -  THIRD
 RD1676
 RD1676.The horizontal coordinates were established by classical geodetic methods
 RD1676.and adjusted by the National Geodetic Survey in October 1991.
 RD1676
 RD1676
 RD1676.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1676
 RD1676.The geoid height was determined by GEOID03.
 RD1676
 RD1676;                    North         East     Units Scale Factor Converg.
 RD1676;SPC OR N     -   168,655.531 2,299,029.792   MT  0.99989461   -1 48 46.9
 RD1676;SPC OR N     -   553,331.79  7,542,748.66   iFT  0.99989461   -1 48 46.9
 RD1676;UTM  10      - 5,000,260.776   495,558.953   MT  0.99960024   -0 02 24.2
 RD1676
 RD1676                          SUPERSEDED SURVEY CONTROL
 RD1676
 RD1676  NAD 83(1986)-  45 09 20.94261(N)    123 03 23.41387(W) AD(       ) 4
 RD1676  NAD 27      -  45 09 21.51835(N)    123 03 19.05132(W) AD(       ) 3
 RD1676
 RD1676.Superseded values are not recommended for survey control.
 RD1676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1676.See file dsdata.txt to determine how the superseded data were derived.
 RD1676
 RD1676_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR9555900261(NAD 83)
 RD1676
 RD1676  HISTORY     - Date     Condition        Report By
 RD1676  HISTORY     - 1946     MONUMENTED       CGS
 RD1676  HISTORY     - 1961     SEE DESCRIPTION  CGS
 RD1676  HISTORY     - 1972     SEE DESCRIPTION  NGS
 RD1676
 RD1676                          STATION DESCRIPTION
 RD1676
 RD1676'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WWH)
 RD1676'AN ELEVATED WATER TANK, SILVER, AT THE ALDERMAN FARMS, ABOUT 1
 RD1676'MILE N FROM UNIONVALE, AND ABOUT 0.2 MILE E OF STATE HIGHWAY
 RD1676'221.  THE POINT INTERSECTED WAS THE BALL ON ITS TOP.
 RD1676
 RD1676                          STATION RECOVERY (1961)
 RD1676
 RD1676'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (FN)
 RD1676'THIS INTERSECTION STATION WAS VISITED AND FOUND IN GOOD CONDITION.
 RD1676'
 RD1676'REACHED FROM DAYTON GO SOUTH FROM THE INTERSECTION OF THIRD AND
 RD1676'FERRY STREET, FOLLOW STATE HIGHWAY 221 FOR 4.6 MILES TO THE
 RD1676'ALDERMAN FARMS ON THE LEFT, EAST, AND THE TANK ABOUT 0.1 MILE
 RD1676'EAST OF THE HIGHWAY.
 RD1676
 RD1676                          STATION RECOVERY (1972)
 RD1676
 RD1676'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LDF)
 RD1676'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1946 DESCRIPTION.
 RD1676'
 RD1676'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RD1676'1 MILE NORTH OF UNIONVALE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC1006 ***********************************************************************
 QC1006  DESIGNATION -  ALDRICH
 QC1006  PID         -  QC1006
 QC1006  STATE/COUNTY-  OR/GRANT
 QC1006  USGS QUAD   -  ALDRICH MTN NORTH (1983)
 QC1006
 QC1006                         *CURRENT SURVEY CONTROL
 QC1006  ___________________________________________________________________
 QC1006* NAD 83(1991)-  44 22 39.10996(N)    119 27 04.67363(W)     ADJUSTED  
 QC1006* NAVD 88     -      2132.0    (meters)    6995.     (feet)  VERTCON   
 QC1006  ___________________________________________________________________
 QC1006  LAPLACE CORR-           6.21  (seconds)                    DEFLEC99
 QC1006  GEOID HEIGHT-         -18.55  (meters)                     GEOID03
 QC1006  HORZ ORDER  -  FIRST
 QC1006
 QC1006.The horizontal coordinates were established by classical geodetic methods
 QC1006.and adjusted by the National Geodetic Survey in October 1991.
 QC1006
 QC1006.The NAVD 88 height was computed by applying the VERTCON shift value to
 QC1006.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QC1006
 QC1006.The Laplace correction was computed from DEFLEC99 derived deflections.
 QC1006
 QC1006.The geoid height was determined by GEOID03.
 QC1006
 QC1006;                    North         East     Units Scale Factor Converg.
 QC1006;SPC OR N     -    79,536.235 2,583,573.938   MT  0.99998916   +0 44 37.4
 QC1006;SPC OR N     -   260,945.65  8,476,292.45   iFT  0.99998916   +0 44 37.4
 QC1006;UTM  11      - 4,916,728.219   304,718.438   MT  1.00006901   -1 42 53.8
 QC1006
 QC1006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QC1006!SPC OR N     -   0.99966872  x   0.99998916  =   0.99965788
 QC1006!UTM  11      -   0.99966872  x   1.00006901  =   0.99973771
 QC1006
 QC1006|---------------------------------------------------------------------|
 QC1006| PID    Reference Object                     Distance      Geod. Az  |
 QC1006|                                                           dddmmss.s |
 QC1006| CD5772 ALDRICH RM 1                          3.827 METERS 06019     |
 QC1006| CD5773 ALDRICH RM 2                          7.864 METERS 16136     |
 QC1006| CD5771 ALDRICH AZ MK                                      2051903.8 |
 QC1006| QC1007 ALDRICH MOUNTAIN LOH                  5.663 METERS 25251     |
 QC1006|---------------------------------------------------------------------|
 QC1006
 QC1006                          SUPERSEDED SURVEY CONTROL
 QC1006
 QC1006  NAD 83(1986)-  44 22 39.11639(N)    119 27 04.66993(W) AD(       ) 1
 QC1006  NAD 27      -  44 22 39.58700(N)    119 27 00.77500(W) AD(       ) 1
 QC1006  NGVD 29 (07/19/86) 2130.8    (m)         6991.     (f) VERT ANG    3  
 QC1006
 QC1006.Superseded values are not recommended for survey control.
 QC1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC1006.See file dsdata.txt to determine how the superseded data were derived.
 QC1006
 QC1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK0471816728(NAD 83)
 QC1006_MARKER: Z = SEE DESCRIPTION
 QC1006_SETTING: 0 = UNSPECIFIED SETTING
 QC1006
 QC1006  HISTORY     - Date     Condition        Report By
 QC1006  HISTORY     - 1946     MONUMENTED       USGS
 QC1006
 QC1006                          STATION DESCRIPTION
 QC1006
 QC1006'DESCRIBED BY US GEOLOGICAL SURVEY 1946 (DHK)
 QC1006'THE STATION IS LOCATED ABOUT 7-1/2 MILES SOUTHEAST OF DAYVILLE, ON
 QC1006'THE WEST AND HIGHEST END OF ALDRICH MOUNTAIN.  IT IS 10 FEET EAST
 QC1006'OF THE NORTHEAST CORNER OF THE FOREST SERVICE LOOKOUT CABIN, AND
 QC1006'10 PACES WEST OF THE FLAG POLE.  IT IS A U.S.G.S. BENCH MARK DISK
 QC1006'SET IN THE SIDE OF SLOPING BEDROCK, 3 FEET SOUTH OF THE NORTH
 QC1006'EDGE OF THE RIM, AND PROJECTS 1 FOOT.  STAMPED ALDRICH 1940.
 QC1006'
 QC1006'REFERENCE MARK NO.1 IS A U.S.C. AND G. SURVEY REFERENCE MARK
 QC1006'DISK, SET IN BEDROCK NORTHEAST OF THE STATION AND PROJECTS 4
 QC1006'INCHES.  IT IS STAMPED ALDRICH NO.1 1946 AND IS 4 FEET LOWER
 QC1006'THAN THE STATION.
 QC1006'
 QC1006'REFERENCE MARK NO.2 IS A U.S.G.S. REFERENCE MARK DISK, SET IN
 QC1006'BEDROCK SOUTHEAST OF THE STATION AND IS SET FLUSH WITH THE
 QC1006'GROUND.  IT IS STAMPED NO.2.  IT IS 9 PACES EAST OF THE SOUTHEAST
 QC1006'CORNER OF THE LOOKOUT HOUSE AND APPROXIMATELY 3 FEET LOWER THAN
 QC1006'THE STATION.
 QC1006'
 QC1006'THE AZIMUTH MARK IS APPROXIMATELY 0.3 MILE SOUTH-SOUTHWEST
 QC1006'OF THE STATION, ON THE FIRST SMALL, ROCKY KNOLL.  IT IS 33
 QC1006'PACES SOUTH OF THE CENTERLINE OF THE ROAD, AND 19 PACES SOUTH
 QC1006'OF A LARGE SPRUCE TREE WITH A SECTION MARKER THEREON.  IT IS A
 QC1006'U.S.C. AND G. SURVEY AZIMUTH MARK DISK SET IN A LARGE BOULDER
 QC1006'WHICH PROJECTS 1 FOOT.
 QC1006'
 QC1006'TO REACH THE STATION FROM THE POST OFFICE IN MT. VERNON, GO WEST
 QC1006'ON STATE HIGHWAY 28 10.2 MILES TO THE FIELD CREEK ROAD.  HERE
 QC1006'TURN LEFT, SOUTH, FOR 16.1 MILE TO A FORK AND SIGN AT THE
 QC1006'MOUTH OF TEX CREEK.  TAKE THE RIGHT FORK FOR 2.0 MILES, THENCE
 QC1006'ANOTHER RIGHT FORK, AS PER SIGN ALDRICH MTN.L.O., FOR 1.95 MILES
 QC1006'TO A FORK.  TAKE THE RIGHT FORK AS PER SIGN ALDRICH MTN. L.O. 14
 QC1006'AND GO 12.0 MILES TO A SIDE ROAD RIGHT.  KEEP STRAIGHT AHEAD AS
 QC1006'PER SIGN ALDRICH MT.L.O. 2 AND GO 2.0 MILES TO THE TOP OF THE
 QC1006'MOUNTAIN AND THE STATION AS DESCRIBED.
 QC1006'
 QC1006'A TRAVERSE CONNECTION WAS MADE TO THE CENTER OF THE TOP OF THE
 QC1006'ALDRICH MOUNTAIN LOOKOUT CABIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1931 ***********************************************************************
 SC1931  DESIGNATION -  ALDRICH 1871
 SC1931  PID         -  SC1931
 SC1931  STATE/COUNTY-  OR/CLATSOP
 SC1931  USGS QUAD   -  KNAPPA (1986)
 SC1931
 SC1931                         *CURRENT SURVEY CONTROL
 SC1931  ___________________________________________________________________
 SC1931* NAD 83(1991)-  46 14 04.87622(N)    123 30 44.86865(W)     ADJUSTED  
 SC1931* NAVD 88     -        14.     (meters)      46.     (feet)  SCALED    
 SC1931  ___________________________________________________________________
 SC1931  LAPLACE CORR-          13.06  (seconds)                    DEFLEC99
 SC1931  GEOID HEIGHT-         -21.81  (meters)                     GEOID03
 SC1931  HORZ ORDER  -  SECOND
 SC1931
 SC1931.The horizontal coordinates were established by classical geodetic methods
 SC1931.and adjusted by the National Geodetic Survey in October 1991.
 SC1931
 SC1931.The orthometric height was scaled from a topographic map.
 SC1931
 SC1931.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1931
 SC1931.The geoid height was determined by GEOID03.
 SC1931
 SC1931;                    North         East     Units Scale Factor Converg.
 SC1931;SPC OR N     -   289,713.919 2,267,671.202   MT  1.00006818   -2 08 11.0
 SC1931;SPC OR N     -   950,504.98  7,439,866.15   iFT  1.00006818   -2 08 11.0
 SC1931;SPC WA S     -   104,621.551   267,705.205   MT  0.99993320   -2 11 17.7
 SC1931;SPC WA S     -   343,245.87    878,296.16   sFT  0.99993320   -2 11 17.7
 SC1931;UTM  10      - 5,120,251.073   460,486.888   MT  0.99961919   -0 22 12.3
 SC1931
 SC1931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1931!SPC OR N     -   1.00000122  x   1.00006818  =   1.00006940
 SC1931!SPC WA S     -   1.00000122  x   0.99993320  =   0.99993442
 SC1931!UTM  10      -   1.00000122  x   0.99961919  =   0.99962041
 SC1931
 SC1931:                Primary Azimuth Mark                     Grid Az
 SC1931:SPC OR N     -  ROCKLAND LIGHT                           009 15 51.6
 SC1931:SPC WA S     -  ROCKLAND LIGHT                           009 18 58.3
 SC1931:UTM  10      -  ROCKLAND LIGHT                           007 29 52.9
 SC1931
 SC1931|---------------------------------------------------------------------|
 SC1931| PID    Reference Object                     Distance      Geod. Az  |
 SC1931|                                                           dddmmss.s |
 SC1931| SC1865 ROCKLAND LIGHT                      APPROX. 4.2 KM 0070740.6 |
 SC1931| SC1832 BAYVIEW LIGHT                       APPROX. 4.8 KM 0233630.8 |
 SC1931| SC1835 WELCH IS NEW FISH HSE RIV GAB       APPROX. 3.7 KM 0243704.7 |
 SC1931| SC1834 WELCH IS OLD FISH HSE RIV GAB       APPROX. 3.7 KM 0282811.9 |
 SC1931| SC1841 LIGHT NEAR SKAM USE                 APPROX. 5.2 KM 0364844.6 |
 SC1931| SC1837 SKAMOKAWA SLOUGH LIGHT              APPROX. 5.4 KM 0474609.6 |
 SC1931| SC1828 PECULIAR TREE BACK SKUMAQUEA        APPROX. 7.8 KM 0532412.1 |
 SC1931| CE2893 ALDRICH RM 1                          5.800 METERS 12944     |
 SC1931| CE2894 ALDRICH RM 2                          4.565 METERS 27521     |
 SC1931| SC1864 WOODY IS FISH HOUSE RIVER GAB       APPROX. 2.6 KM 3122849.2 |
 SC1931| SC1867 THREE TREE POINT                    APPROX. 3.7 KM 3503314.3 |
 SC1931|---------------------------------------------------------------------|
 SC1931
 SC1931                          SUPERSEDED SURVEY CONTROL
 SC1931
 SC1931  NAD 83(1986)-  46 14 04.88892(N)    123 30 44.85992(W) AD(       ) 2
 SC1931  NAD 27      -  46 14 05.49257(N)    123 30 40.38093(W) AD(       ) 2
 SC1931
 SC1931.Superseded values are not recommended for survey control.
 SC1931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1931.See file dsdata.txt to determine how the superseded data were derived.
 SC1931
 SC1931_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS6048720251(NAD 83)
 SC1931
 SC1931  HISTORY     - Date     Condition        Report By
 SC1931  HISTORY     - 1871     MONUMENTED       CGS
 SC1931  HISTORY     - 1934     SEE DESCRIPTION  ORGS
 SC1931  HISTORY     - 1935     SEE DESCRIPTION  CGS
 SC1931  HISTORY     - 1950     SEE DESCRIPTION  CGS
 SC1931  HISTORY     - 1965     SEE DESCRIPTION  CGS
 SC1931
 SC1931                          STATION DESCRIPTION
 SC1931
 SC1931'DESCRIBED BY COAST AND GEODETIC SURVEY 1871 (CR)
 SC1931'STATION IS ON THE EASTERN END OF A SMALL SHARP RIDGE ON THE NE
 SC1931'SIDE OF CATHLAMET POINT, 233 FEET ABOVE TIDEWATER.
 SC1931'
 SC1931'THE STATION IS MARKED BY A BOTTLE BURIED MOUTH UP 3 FEET BELOW
 SC1931'THE SURFACE AND AT THE SURFACE THERE IS A ROCK WITH A DRILL HOLE
 SC1931'FILLED WITH LEAD.  AROUND THE STATION, BURIED 1 FOOT, ARE 3
 SC1931'BOTTLES DISTANT ABOUT 6 FEET, AT EQUAL ANGLES, AND LYING ON THEIR
 SC1931'SIDES WITH THE NECKS POINTING TO THE STATION.
 SC1931'
 SC1931'THREE STAKES WERE SET AS FOLLOWS, N 1.46 METERS, E 1.89 METERS,
 SC1931'AND S 1.83 METERS.  THERE IS A COPPER TACK IN A STUMP, DISTANT
 SC1931'3.20 METERS.
 SC1931
 SC1931                          STATION RECOVERY (1934)
 SC1931
 SC1931'RECOVERY NOTE BY OREGON GEODETIC SURVEY 1934
 SC1931'STATION FOUND.  BOTTLES IN GOOD CONDITION BUT SURFACE MARK BADLY
 SC1931'DETERIORATED.  STATION RE-MARKED AND REPORT IS AS FOLLOWS--ON
 SC1931'THE EASTERN END OF A SMALL SHARP RIDGE ON THE NE PART OF ALDRICH
 SC1931'POINT, ABOUT 233 FEET ABOVE TIDE WATER.  THE STATION IS MARKED
 SC1931'BY A SMALL STONE POST ABOUT 1 FOOT DEEP.  THE UNDERGROUND MARK IS
 SC1931'A BOTTLE BURIED 30 INCHES, NECK UP.  THERE IS A 5-INCH HEMLOCK
 SC1931'POST 1 FOOT E OF THE STATION.  THREE BOTTLES ARE BURIED ABOUT 1
 SC1931'FOOT DEEP AND ABOUT 120 DEGREES APART, LYING ON THEIR SIDES
 SC1931'AND POINTING TOWARD THE CENTER.  A 20-INCH MAPLE TREE BLAZED
 SC1931'WITH A TRIANGLE OF NAILS IS 10.51 FEET APPROXIMATELY S OF THE
 SC1931'STATION, AND A 20-INCH SPRUCE TREE SIMILIARLY BLAZED IS 12.97
 SC1931'FEET EASTERLY FROM THE STATION.  STATION RASPBERRY (U.S.E.) IS
 SC1931'129.54 METERS (425 FEET) TO THE NW.
 SC1931'
 SC1931'THE STATION IS BEST REACHED BY PROCEEDING EASTWARD ALONG THE
 SC1931'SPOKANE, PORTLAND AND SEATTLE RAILWAY A DISTANCE OF 1350 FEET
 SC1931'FROM ALDRICH POINT STATION, THENCE SOUTHERLY AND AT RIGHT ANGLES
 SC1931'ABOUT 300 FEET.
 SC1931
 SC1931                          STATION RECOVERY (1935)
 SC1931
 SC1931'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RWK)
 SC1931'STATION IS ON THE E END OF A SHARP RIDGE ON THE NE PART OF ALDRICH
 SC1931'POINT, ABOUT 233 FEET ABOVE THE RIVER.
 SC1931'
 SC1931'THE STATION IS MARKED BY A STANDARD DISK IN A SQUARE CONCRETE
 SC1931'POST ABOUT 30 INCHES DEEP.  THE UNDERGROUND MARK IS A DISK IN A
 SC1931'SQUARE CONCRETE BLOCK.
 SC1931'
 SC1931'REFERENCE MARK NO.1 IS SET IN SQUARE CONCRETE BLOCK.
 SC1931'
 SC1931'REFERENCE MARK NO.2 IS SET IN TOP OF 4-INCH IRON PIPE DRIVEN
 SC1931'3 FEET IN GROUND.  IT PROJECTS 12 INCHES ABOVE GROUND.
 SC1931'
 SC1931'THREE BOTTLES ARE BURIED ABOUT 1 FOOT DEEP AND ABOUT 120 DEG
 SC1931'APART, LYING ON THEIR SIDES AND POINTING TOWARDS THE STATION.  A
 SC1931'20-INCH MAPLE TREE BLAZED WITH A TRIANGLE OF NAILS IS 10.51 FEET
 SC1931'APPROXIMATELY S OF THE STATION, AND A 20-INCH SPRUCE TREE
 SC1931'SIMILARLY BLAZED IS 12.97 FEET EASTERLY FROM THE STATION.  STATION
 SC1931'RASPBERRY U.S.E. IS ABOUT 130 METERS TO THE NW.
 SC1931'
 SC1931'STATION IS BEST REACHED BY PROCEEDING EASTWARD ALONG THE
 SC1931'SPOKANE, PORTLAND, AND SEATTLE RAILWAY A DISTANCE OF 1,350 FEET
 SC1931'FROM ALDRICH POINT STATION, THENCE SOUTHERLY AND AT RIGHT ANGLES
 SC1931'ABOUT 300 FEET.
 SC1931
 SC1931                          STATION RECOVERY (1950)
 SC1931
 SC1931'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (WHB)
 SC1931'STATION IS ON THE E END OF A SHARP RIDGE ON THE NE PART OF ALDRICH
 SC1931'POINT, ON THE S SIDE OF THE COLUMBIA RIVER, AND ABOUT 233 FEET
 SC1931'ABOVE THE HIGH-WATER LINE.
 SC1931'
 SC1931'STATION IS MARKED BY A STANDARD DISK IN A SQUARE 14-INCH CONCRETE
 SC1931'BLOCK ABOUT 30 INCHES DEEP.  IT IS STAMPED ALDRICH 1871.  THE
 SC1931'UNDERGROUND MARK IS A STANDARD DISK SET IN A CONCRETE BLOCK.
 SC1931'
 SC1931'R.M. 1 IS A STANDARD DISK SET IN ABOUT A 4-INCH CONCRETE BLOCK
 SC1931'PROJECTING ABOUT 6 INCHES ABOVE THE SURFACE OF THE GROUND AND
 SC1931'IS STAMPED ALDRICH NO 1 1935.  IT IS ABOUT 3 FEET LOWER IN
 SC1931'ELEVATION THAN THE STATION.  IT IS LOOSE IN THE GROUND AND IS W
 SC1931'OF THE STATION.
 SC1931'
 SC1931'R.M. 2 IS A STANDARD DISK SET IN THE TOP OF A 4-INCH IRON PIPE
 SC1931'DRIVEN 3 FEET IN THE GROUND AND PROJECTING ABOUT 12 INCHES.  IT
 SC1931'IS STAMPED ALDRICH NO 2 1935, IS SE OF THE STATION, AND ABOUT
 SC1931'3 FEET LOWER IN ELEVATION.
 SC1931'
 SC1931'THREE BOTTLES ARE BURIED ABOUT 1 FOOT DEEP AND ABOUT 120 DEG
 SC1931'APART, LYING ON THEIR SIDES AND POINTING TOWARD THE STATION.
 SC1931'
 SC1931'STATION RASPBERRY U.S.E. IS ABOUT 130 METERS TO THE NW AND LOWER
 SC1931'IN ELEVATION.
 SC1931'
 SC1931'STATION CAN BE REACHED BY PARKING TRUCK AT END OF DIRT ROAD
 SC1931'LEADING TO ALDRICH PT., AT END OF TRUCK TRAVEL, THENCE ALONG THE
 SC1931'SPOKANE, PORTLAND AND SEATTLE RAILWAY TRACKS ON FOOT FOR ABOUT
 SC1931'39 RAIL LENGTHS OR ABOUT 1,350 FEET FROM FOOT-CROSSING AT ALDRICH
 SC1931'POINT AND THE E END OF LEVEE WHERE IT JOINS THE TRACK, IN E
 SC1931'DIRECTION, THENCE AT RIGHT ANGLES S FOLLOWING A DRY GULCH ALONG
 SC1931'THE E SIDE UP SLOPE FOR ABOUT 300 FEET AND TO ELEVATION OF
 SC1931'ABOUT 233 ABOVE HIGH-WATER LINE.  STATION IS AMONG VERY
 SC1931'PROMINENT TREES IN THIS VICINITY.
 SC1931'
 SC1931'STATION MARK AND R.M. 2 ARE IN GOOD CONDITION.  R.M. 1 IS LOOSE
 SC1931'IN THE GROUND.
 SC1931'
 SC1931'A TRIANGULAR-BLAZED, 30-INCH IN DIAMETER, MAPLE WITNESS TREE
 SC1931'IS S OF THE STATION 2.86 METERS (9.38 FEET).
 SC1931'
 SC1931'A TRIANGULAR-BLAZED, 25-INCH IN DIAMETER, SPRUCE WITNESS TREE
 SC1931'IS ESE OF THE STATION 3.70 METERS (12.14 FEET).
 SC1931'
 SC1931'A TRIANGULAR-BLAZED, 30-INCH IN DIAMETER, SPRUCE WITNESS TREE
 SC1931'(IN GROUP OF TWO SPRUCE AND ONE DOUBLE MAPLE.  MIDDLE TREE
 SC1931'BLAZED) IS WNW OF STATION 6.84 METERS (22.44 FEET).
 SC1931
 SC1931                          STATION RECOVERY (1965)
 SC1931
 SC1931'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (PAS)
 SC1931'THE STATION WAS RECOVERED AS DESCRIBED WITH THESE CORRECTIONS.  THE
 SC1931'STATION IS ON THE NORTHWEST END OF A SHARP RIDGE.  REFERENCE MARK
 SC1931'NO. 1, STAMPED ALDRICH 1 1935, IS IN THE 4-INCH IRON
 SC1931'PIPE.  REFERENCE MARK NO. 2, STAMPED ALDRICH NO 2 1935, IS IN A
 SC1931'4-INCH CONCRETE MONUMENT.  A METAL WITNESS POST WAS PLACED 1
 SC1931'FOOT EAST OF THE STATION.  A NEW TO REACH FOLLOWS.
 SC1931'
 SC1931'TO REACH THE STATION FROM THE BROWNSMEAD POST OFFICE GO
 SC1931'NORTHEAST ON THE MACADAM ROAD FOR 1.7 MILES TO A T INTERSECTION
 SC1931'AND SIGN, TO ROUTE 30 3 ALDRICH POINT, TURN LEFT AS PER SIGN
 SC1931'ALDRICH POINT AND GO NORTHWEST ON MACADAM ROAD FOR 1.3 MILES TO A
 SC1931'MACADAM ROAD RIGHT, CONTINUE NORTHWEST ON THE MACADAM ROAD FOR
 SC1931'0.9 MILE TO A RAILROAD CROSSING AND A TRACK ROAD WITH A CABLE
 SC1931'GATE ON THE RIGHT.  THIS IS THE END OF TRUCK TRAVEL AS THE
 SC1931'ROAD HAS BEEN WASHED OUT AND COVERED WITH SLIDES IN PLACES.
 SC1931'FROM HERE PACK NORTHEAST UP THE DIRT ROAD FOR ABOUT 1/4 MILE TO A
 SC1931'POINT WHERE THE ROAD TURNS SHARPLY FROM THE NORTHWEST TO THE
 SC1931'SOUTHEAST AROUND A POINT.  LEAVE THE ROAD AT THIS POINT AND PACK
 SC1931'NORTHWEST FOR ABOUT 150 FEET, LOSING ABOUT 25 FEET IN
 SC1931'ELEVATION IN THE LAST DISTANCE, TO THE STATION.  LENGTH OF
 SC1931'PACK IS ABOUT 10 MINUTES.  THE BLAZED TREES ARE STILL IN PLACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC1010 ***********************************************************************
 QC1010  DESIGNATION -  ALDRICH MOUNTAIN
 QC1010  PID         -  QC1010
 QC1010  STATE/COUNTY-  OR/GRANT
 QC1010  USGS QUAD   -  ALDRICH MTN NORTH (1983)
 QC1010
 QC1010                         *CURRENT SURVEY CONTROL
 QC1010  ___________________________________________________________________
 QC1010* NAD 83(1991)-  44 22 38.25686(N)    119 27 01.80870(W)     ADJUSTED  
 QC1010* NAVD 88     -              **(meters)            **(feet)            
 QC1010  ___________________________________________________________________
 QC1010  LAPLACE CORR-           6.07  (seconds)                    DEFLEC99
 QC1010  GEOID HEIGHT-         -18.54  (meters)                     GEOID03
 QC1010  HORZ ORDER  -  THIRD
 QC1010
 QC1010.The horizontal coordinates were established by classical geodetic methods
 QC1010.and adjusted by the National Geodetic Survey in October 1991.
 QC1010
 QC1010
 QC1010.The Laplace correction was computed from DEFLEC99 derived deflections.
 QC1010
 QC1010.The geoid height was determined by GEOID03.
 QC1010
 QC1010;                    North         East     Units Scale Factor Converg.
 QC1010;SPC OR N     -    79,510.729 2,583,637.697   MT  0.99998922   +0 44 39.4
 QC1010;SPC OR N     -   260,861.97  8,476,501.63   iFT  0.99998922   +0 44 39.4
 QC1010;UTM  11      - 4,916,699.998   304,781.049   MT  1.00006871   -1 42 51.7
 QC1010
 QC1010                          SUPERSEDED SURVEY CONTROL
 QC1010
 QC1010  NAD 83(1986)-  44 22 38.26509(N)    119 27 01.80251(W) AD(       ) 4
 QC1010  NAD 27      -  44 22 38.74000(N)    119 26 57.96000(W) AD(       ) 3
 QC1010
 QC1010.Superseded values are not recommended for survey control.
 QC1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC1010.See file dsdata.txt to determine how the superseded data were derived.
 QC1010
 QC1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK0478116700(NAD 83)
 QC1010
 QC1010  HISTORY     - Date     Condition        Report By
 QC1010  HISTORY     - 1933     MONUMENTED       USFS
 QC1010  HISTORY     - 1935     SEE DESCRIPTION  CGS
 QC1010
 QC1010                          STATION DESCRIPTION
 QC1010
 QC1010'DESCRIBED BY US FOREST SERVICE 1933 (FGJ)
 QC1010'THIS INTERSECTED STATION IS ON SUMMIT OF ALDRICH MOUNTAIN, ABOUT
 QC1010'6 MILES SE OF DAYVILLE.  STATION NOT ORIGINALLY DESCRIBED AND
 QC1010'APPARENTLY UNMARKED.  POINT INTERSECTED WAS PROBABLY HIGHEST
 QC1010'ROCK.  U.S.C. AND G.S. OBSERVED ON PEAK IN 1933 PRIOR TO
 QC1010'CONSTRUCTION OF LOOKOUT HOUSE, AND U.S.F.S. OBSERVED ON LOOKOUT
 QC1010'HOUSE IN 1935, BUT RESULTING POSITION IS OF DOUBTFUL ACCURACY
 QC1010'DUE TO POOR IDENTIFICATION.
 QC1010
 QC1010                          STATION RECOVERY (1935)
 QC1010
 QC1010'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (LAM)
 QC1010'RECOVERY CARD IS INCLUDED IN THE RECORDS FOR THE PURPOSE OF
 QC1010'CALLING ATTENTION TO THE FACT THAT THE POSITION GIVEN APPEARS TO
 QC1010'BE UNRELIABLE.  A QUESTION HAS ARISEN AS TO THE IDENTITY OF THE
 QC1010'OBJECT CUT IN AT VARIOUS TIMES ON THIS SUMMIT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC1007 ***********************************************************************
 QC1007  DESIGNATION -  ALDRICH MOUNTAIN LOH
 QC1007  PID         -  QC1007
 QC1007  STATE/COUNTY-  OR/GRANT
 QC1007  USGS QUAD   -  ALDRICH MTN NORTH (1983)
 QC1007
 QC1007                         *CURRENT SURVEY CONTROL
 QC1007  ___________________________________________________________________
 QC1007* NAD 83(1991)-  44 22 39.05586(N)    119 27 04.91806(W)     ADJUSTED  
 QC1007* NAVD 88     -      2132.     (meters)    6995.     (feet)  SCALED    
 QC1007  ___________________________________________________________________
 QC1007  LAPLACE CORR-           6.22  (seconds)                    DEFLEC99
 QC1007  GEOID HEIGHT-         -18.55  (meters)                     GEOID03
 QC1007  HORZ ORDER  -  SECOND
 QC1007
 QC1007.The horizontal coordinates were established by classical geodetic methods
 QC1007.and adjusted by the National Geodetic Survey in October 1991.
 QC1007
 QC1007.The orthometric height was scaled from a topographic map.
 QC1007
 QC1007.The Laplace correction was computed from DEFLEC99 derived deflections.
 QC1007
 QC1007.The geoid height was determined by GEOID03.
 QC1007
 QC1007;                    North         East     Units Scale Factor Converg.
 QC1007;SPC OR N     -    79,534.495 2,583,568.549   MT  0.99998917   +0 44 37.2
 QC1007;SPC OR N     -   260,939.94  8,476,274.77   iFT  0.99998917   +0 44 37.2
 QC1007;UTM  11      - 4,916,726.711   304,712.979   MT  1.00006903   -1 42 53.9
 QC1007
 QC1007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QC1007!SPC OR N     -   0.99966869  x   0.99998917  =   0.99965786
 QC1007!UTM  11      -   0.99966869  x   1.00006903  =   0.99973769
 QC1007
 QC1007                          SUPERSEDED SURVEY CONTROL
 QC1007
 QC1007  NAD 83(1986)-  44 22 39.06228(N)    119 27 04.91436(W) AD(       ) 2
 QC1007  NAD 27      -  44 22 39.53300(N)    119 27 01.01900(W) AD(       ) 2
 QC1007
 QC1007.Superseded values are not recommended for survey control.
 QC1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC1007.See file dsdata.txt to determine how the superseded data were derived.
 QC1007
 QC1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK0471316727(NAD 83)
 QC1007
 QC1007  HISTORY     - Date     Condition        Report By
 QC1007  HISTORY     - 1946     MONUMENTED       CGS
 QC1007
 QC1007                          STATION DESCRIPTION
 QC1007
 QC1007'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 QC1007'STATION IS CENTER OF THE U. S. FOREST SERVICE LOOKOUT HOUSE LOCATED
 QC1007'ABOUT 7-1/2 MILES SOUTHEAST OF DAYVILLE, ON THE WEST AND HIGHEST
 QC1007'END OF ALDRICH MOUNTAIN.  THE BUILDING IS OF STANDARD FOREST
 QC1007'SERVICE DESIGN.  THE POINT OBSERVED ON WAS THE CENTER OF THE TOP
 QC1007'AND WAS CONNECTED BY TRAVERSE WITH TRIANGULATION STATION
 QC1007'ALDRICH (USGS 1940) 1946.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 DE5646 ***********************************************************************
 DE5646  DESIGNATION -  ALEXA
 DE5646  PID         -  DE5646
 DE5646  STATE/COUNTY-  OR/POLK
 DE5646  USGS QUAD   -  FALLS CITY (1974)
 DE5646
 DE5646                         *CURRENT SURVEY CONTROL
 DE5646  ___________________________________________________________________
 DE5646* NAD 83(2007)-  44 47 27.52953(N)    123 26 07.13980(W)     ADJUSTED  
 DE5646* NAVD 88     -       230.0    (meters)     755.     (feet)  GPS OBS   
 DE5646  ___________________________________________________________________
 DE5646  EPOCH DATE  -        2007.00
 DE5646  X           -  -2,498,285.932 (meters)                     COMP
 DE5646  Y           -  -3,783,772.476 (meters)                     COMP
 DE5646  Z           -   4,471,040.282 (meters)                     COMP
 DE5646  LAPLACE CORR-          -8.48  (seconds)                    DEFLEC99
 DE5646  ELLIP HEIGHT-         208.195 (meters)          (02/10/07) ADJUSTED
 DE5646  GEOID HEIGHT-         -21.80  (meters)                     GEOID03
 DE5646
 DE5646  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE5646  Type    PID    Designation                      North   East  Ellip
 DE5646  -------------------------------------------------------------------
 DE5646  NETWORK DE5646 ALEXA                             1.43   1.12   1.47
 DE5646  -------------------------------------------------------------------
 DE5646
 DE5646.The horizontal coordinates were established by GPS observations
 DE5646.and adjusted by the National Geodetic Survey in February 2007.
 DE5646
 DE5646.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE5646.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE5646.The horizontal coordinates are valid at the epoch date displayed above.
 DE5646.The epoch date for horizontal control is a decimal equivalence
 DE5646.of Year/Month/Day.
 DE5646
 DE5646.The orthometric height was determined by GPS observations and a
 DE5646.high-resolution geoid model.
 DE5646
 DE5646.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5646
 DE5646.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE5646
 DE5646.The ellipsoidal height was determined by GPS observations
 DE5646.and is referenced to NAD 83.
 DE5646
 DE5646.The geoid height was determined by GEOID03.
 DE5646
 DE5646;                    North         East     Units Scale Factor Converg.
 DE5646;SPC OR N     -   129,154.323 2,267,790.212   MT  0.99991619   -2 04 54.1
 DE5646;SPC OR N     -   423,734.66  7,440,256.60   iFT  0.99991619   -2 04 54.1
 DE5646;UTM  10      - 4,959,823.561   465,565.876   MT  0.99961458   -0 18 24.1
 DE5646
 DE5646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5646!SPC OR N     -   0.99996736  x   0.99991619  =   0.99988355
 DE5646!UTM  10      -   0.99996736  x   0.99961458  =   0.99958195
 DE5646
 DE5646                          SUPERSEDED SURVEY CONTROL
 DE5646
 DE5646  NAD 83(1998)-  44 47 27.52666(N)    123 26 07.14195(W) AD(       ) B
 DE5646  ELLIP H (06/19/02)  208.201  (m)                       GP(       ) 4 1
 DE5646
 DE5646.Superseded values are not recommended for survey control.
 DE5646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE5646.See file dsdata.txt to determine how the superseded data were derived.
 DE5646
 DE5646_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ6556659824(NAD 83)
 DE5646_MARKER: DD = SURVEY DISK
 DE5646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE5646_STAMPING: 1993 ALEXA 38
 DE5646_MARK LOGO: OR-053
 DE5646_PROJECTION: FLUSH
 DE5646_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE5646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE5646+STABILITY: SURFACE MOTION
 DE5646_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5646+SATELLITE: SATELLITE OBSERVATIONS - June 01, 1993
 DE5646
 DE5646  HISTORY     - Date     Condition        Report By
 DE5646  HISTORY     - 19930601 MONUMENTED       OR-053
 DE5646
 DE5646                          STATION DESCRIPTION
 DE5646
 DE5646'DESCRIBED BY POLK COUNTY OREGON 1993 (JDN)
 DE5646'THE STATION IS LOCATED ABOUT 8.4 KM (5.2 MI) SOUTH OF FALLS CITY AND
 DE5646'17.4 KM (10.8 MI)
 DE5646'SOUTHWEST OF MONMOUTH, IN THE NORTHWEST 1/4 OF SECTION 16 T9S R6W,
 DE5646'WILLAMETTE
 DE5646'MERIDIAN.  OWNERSHIP-- POLK COUNTY RIGHT-OF-WAY.
 DE5646' 
 DE5646'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 99W AND
 DE5646'51 IN MONMOUTH,
 DE5646'GO WEST ON HIGHWAY 51 FOR 12.24 KM (7.6 MI) TO THE INTERSECTION OF
 DE5646'STATE HIGHWAY 223.  TURN
 DE5646'LEFT, SOUTH, ON HIGHWAY 223  FOR 7.73 KM (4.8 MI) TO THE INTERSECTION
 DE5646'OF FIR GROVE ROAD
 DE5646'(COUNTY ROAD 9604).  TURN RIGHT, WEST, ON FIR GROVE ROAD FOR 2.43 KM
 DE5646'(1.51 MI) TO THE STATION
 DE5646'ON THE LEFT.
 DE5646' 
 DE5646'THE STATION IS A 7.6 CM (3 IN) POLK COUNTY GPS SURVEY MONUMENT BRASS
 DE5646'CAP SET IN THE TOP OF
 DE5646'A 35 CM (14 IN) ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS
 DE5646'243.8 M (800.0 FT) EASTERLY
 DE5646'OF THE INTERSECTION OF FIR GROVE ROAD WITH PEDEE CREEK ROAD (COUNTY
 DE5646'ROAD 9603), 4.9 M
 DE5646'(16.0 FT) SOUTH OF THE ROAD CENTERLINE, AND 1.5 M (5.0 FT) SOUTH OF
 DE5646'THE SUPPORT POST FOR THE
 DE5646'MAILBOX TO HOUSE NUMBER 19825.  A CARSONITE WITNESS POST BEARS SOUTH
 DE5646'1.5 M (5.0 FT).
 DE5646' 
 DE5646'FOR ADDITIONAL INFORMATION ON HOW TO REACH THIS MONUMENT SEE THE POLK
 DE5646'COUNTY WEB
 DE5646'PAGE AT WWW.CO.POLK.OR.US/PUBLICWORKS/SURVEYS.HTM
 DE5646' 
 DE5646' 
 DE5646'
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD4027 ***********************************************************************
 RD4027  DESIGNATION -  ALFA
 RD4027  PID         -  RD4027
 RD4027  STATE/COUNTY-  OR/COLUMBIA
 RD4027  USGS QUAD   -  ST HELENS (1990)
 RD4027
 RD4027                         *CURRENT SURVEY CONTROL
 RD4027  ___________________________________________________________________
 RD4027* NAD 83(1991)-  45 46 06.20569(N)    122 46 17.50164(W)     ADJUSTED  
 RD4027* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 RD4027  ___________________________________________________________________
 RD4027  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 RD4027  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 RD4027  HORZ ORDER  -  THIRD
 RD4027
 RD4027.The horizontal coordinates were established by classical geodetic methods
 RD4027.and adjusted by the National Geodetic Survey in October 1991.
 RD4027
 RD4027.The orthometric height was scaled from a topographic map.
 RD4027
 RD4027.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD4027
 RD4027.The geoid height was determined by GEOID03.
 RD4027
 RD4027;                    North         East     Units Scale Factor Converg.
 RD4027;SPC OR N     -   236,035.900 2,323,339.427   MT  0.99994936   -1 36 39.4
 RD4027;SPC OR N     -   774,396.00  7,622,504.68   iFT  0.99994936   -1 36 39.4
 RD4027;SPC WA S     -    50,901.244   323,328.912   MT  1.00001535   -1 39 00.1
 RD4027;SPC WA S     -   166,998.50  1,060,788.27   sFT  1.00001535   -1 39 00.1
 RD4027;UTM  10      - 5,068,339.987   517,764.765   MT  0.99960388   +0 09 49.3
 RD4027
 RD4027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD4027!SPC OR N     -   1.00000276  x   0.99994936  =   0.99995212
 RD4027!SPC WA S     -   1.00000276  x   1.00001535  =   1.00001811
 RD4027!UTM  10      -   1.00000276  x   0.99960388  =   0.99960664
 RD4027
 RD4027|---------------------------------------------------------------------|
 RD4027| PID    Reference Object                     Distance      Geod. Az  |
 RD4027|                                                           dddmmss.s |
 RD4027| CE2261 ALFA RM 4                             3.508 METERS 00232     |
 RD4027| CE2258 ALFA RM 1                            83.149 METERS 02724     |
 RD4027| CE2260 ALFA RM 3                            60.014 METERS 08639     |
 RD4027| CE2259 ALFA RM 2                           101.050 METERS 11705     |
 RD4027| RD4002 SMITHS RED BARN RIVER CUPOLA        231.022 METERS 15503     |
 RD4027| RD3984 LYONS BARN UPSTREAM VENT            APPROX. 1.1 KM 3305832.8 |
 RD4027| RD3988 LYONS                               APPROX. 1.4 KM 3321622.9 |
 RD4027|---------------------------------------------------------------------|
 RD4027
 RD4027                          SUPERSEDED SURVEY CONTROL
 RD4027
 RD4027  NAD 83(1986)-  45 46 06.22550(N)    122 46 17.50052(W) AD(       ) 3
 RD4027  NAD 27      -  45 46 06.80200(N)    122 46 13.13700(W) AD(       ) 3
 RD4027
 RD4027.Superseded values are not recommended for survey control.
 RD4027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4027.See file dsdata.txt to determine how the superseded data were derived.
 RD4027
 RD4027_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1776568340(NAD 83)
 RD4027_MARKER: DS = TRIANGULATION STATION DISK
 RD4027_SETTING: 0 = UNSPECIFIED SETTING
 RD4027
 RD4027  HISTORY     - Date     Condition        Report By
 RD4027  HISTORY     - 1937     MONUMENTED       CGS
 RD4027  HISTORY     - 1946     SEE DESCRIPTION  CGS
 RD4027  HISTORY     - 1951     SEE DESCRIPTION  CGS
 RD4027
 RD4027                          STATION DESCRIPTION
 RD4027
 RD4027'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (RWK)
 RD4027'STATION IS ON SAUVIE ISLAND, ABOUT 0.7 MILE DOWNSTREAM OF WILLOW
 RD4027'POINT, ABOUT 80 METERS INSHORE OF THE DIKE, ON PROPERTY OF MR. SMITH,
 RD4027'ABOUT 3 METERS FROM THE BOUNDARY FENCE BETWEEN THE PROPERTIES OF MR.
 RD4027'SMITH AND MR. LYONS.
 RD4027'
 RD4027'STATION MARK IS A STANDARD DISK CEMENTED IN THE TOP OF A 10-INCH
 RD4027'SECTION OF 4-INCH CAST-IRON SOIL PIPE, BURIED 3 FEET, FOR A
 RD4027'SUBSURFACE MARK, AND A STANDARD DISK CEMENTED IN A 2 1/2-FOOT
 RD4027'SECTION OF 4-INCH CAST-IRON SOIL PIPE, PROJECTING 6 INCHES ABOVE
 RD4027'THE SURFACE FOR A SURFACE MARK.
 RD4027'
 RD4027'THE REFERENCE MARKS ARE STANDARD DISKS CEMENTED IN THE TOP OF 2
 RD4027'1/2-FOOT SECTIONS OF SIMILAR PIPE.  ALL MARKS ARE STAMPED ALFA
 RD4027'1937.
 RD4027'
 RD4027'NOTE--REFERENCE MARKS ARE NEAR THE LOWER INSIDE EDGE OF THE DIKE.
 RD4027
 RD4027                          STATION RECOVERY (1946)
 RD4027
 RD4027'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAE)
 RD4027'THE SURFACE MARK FOR THE STATION WAS ACCIDENTALLY PULLED OUT DURING
 RD4027'PLOUGHING AND REFERENCE MARK 1 AND REFERENCE MARK 2 WERE DESTROYED
 RD4027'WHEN A NEW ROAD WAS BUILT ON THE INSHORE END OF THE DIKE.  WITH THE
 RD4027'AID OF THE PRESENT OWNER OF THE PROPERTY, THE SUB-SURFACE MARK WAS
 RD4027'RECOVERED AND TWO NEW REFERENCE MARKS WERE THEN ESTABLISHED.  DUE TO
 RD4027'NUMEROUS CHANGES IN TOPOGRAPHIC DETAIL, THE FOLLOWING NEW
 RD4027'DESCRIPTION IS SUBMITTED--
 RD4027'
 RD4027'THE STATION IS LOCATED ON THE PETERSEN DAIRY FARM, ON SAUVIE
 RD4027'ISLAND, ABOUT 0.7 MILE DOWNSTREAM FROM WILLOW POINT AND 80 METERS
 RD4027'INSHORE FROM THE DIKE.  AS THE STATION LIES IN A CULTIVATED FIELD,
 RD4027'THERE IS NO SURFACE MARK.  THE SUB-SURFACE MARK IS A BRONZE DISK,
 RD4027'STAMPED ALFA 1937, AND IS SET IN THE TOP OF A PIECE OF
 RD4027'CONCRETE-FILLED SOIL PIPE WHICH IS BURIED 2-1/2 FEET BELOW THE
 RD4027'SURFACE OF THE GROUND.  IT LIES 3 METERS S OF THE LINE FENCE AND 66
 RD4027'METERS W OF THE CENTER LINE OF THE ROAD.
 RD4027'
 RD4027'REFERENCE MARK 3 IS LOCATED AT THE CORNER OF THE LINE FENCE BETWEEN
 RD4027'THE PROPERTIES OF MR. PETERSEN AND MR. LYONS, 6.3 METERS W OF THE
 RD4027'CENTER LINE OF THE COUNTY ROAD, AND 0.7 METER S OF THE E-W LINE
 RD4027'FENCE.  IT IS A BRONZE REFERENCE DISK, STAMPED ALFA 1937 NO 3 1946,
 RD4027'SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 RD4027'4 INCHES ABOVE THE GROUND.
 RD4027'
 RD4027'REFERENCE MARK 4 IS LOCATED NEAR THE ABOVE-MENTIONED FENCE, 65.9
 RD4027'METERS W OF THE CENTER LINE OF THE COUNTY ROAD, AND 0.3 METER S OF
 RD4027'THE LINE FENCE.  IT IS A BRONZE REFERENCE DISK, STAMPED ALFA 1937 NO
 RD4027'4 1946, SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE MONUMENT WHICH
 RD4027'PROJECTS 4 INCHES ABOVE THE GROUND.
 RD4027
 RD4027                          STATION RECOVERY (1951)
 RD4027
 RD4027'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HGC)
 RD4027'STATION MARK WAS DESTROYED BY PLOUGHING OPERATIONS AND R.M.S 1 AND 2
 RD4027'WERE DESTROYED IN BUILDING NEW ROAD ON INSHORE SIDE OF DIKE LEVEE.
 RD4027'IN 1946 WITH CONSENT OF PRESENT OWNER OF THE PROPERTY THE SUBSURFACE
 RD4027'MARK WAS RECOVERED BY R.A.E. AND TWO NEW REFERENCE MARKS WERE
 RD4027'ESTABLISHED AND A NEW DESCRIPTION SUBMITTED WHICH AT THIS TIME IS
 RD4027'ADEQUATE AND IS AS FOLLOWS--
 RD4027'
 RD4027'STATION IS LOCATED ON THE PETERSEN DAIRY FARM, ON SAUVIE ISLAND,
 RD4027'ABOUT 0.7 MILE DOWNSTREAM FROM WILLOW POINT, AND 80 METERS INSHORE
 RD4027'FROM THE DIKE.  AS THE STATION LIES IN A CULTIVATED FIELD THERE IS NO
 RD4027'SURFACE MARK.  THE SUBSURFACE MARK IS A BRONZE DISK, STAMPED ALFA
 RD4027'1937, SET IN THE TOP OF A PIECE OF CONCRETE-FILLED SOIL PIPE WHICH
 RD4027'IS BURIED 2-1/2 FEET BELOW THE SURFACE OF THE GROUND.  IT LIES 3
 RD4027'METERS S OF THE LINE FENCE AND 66 METERS W OF THE CENTER LINE OF
 RD4027'THE ROAD.
 RD4027'
 RD4027'R.M. 3 IS LOCATED AT THE CORNER OF THE LINE FENCE BETWEEN THE
 RD4027'PROPERTIES OF MR. PETERSEN AND MR. LYONS (NOW OREGON STATE GAME
 RD4027'REFUGE), 6.3 METERS W OF THE CENTER LINE OF THE COUNTY ROAD, AND 0.7
 RD4027'METER S OF THE E-W FENCE LINE.  IT IS A BRONZE REFERENCE DISK,
 RD4027'STAMPED ALFA 1937 NO 3 1946, SET IN THE TOP OF AN 8-INCH SQUARE
 RD4027'CONCRETE MONUMENT WHICH PROJECTS 4 INCHES ABOVE THE GROUND.
 RD4027'
 RD4027'R.M. 4 IS LOCATED NEAR THE ABOVE MENTIONED FENCE, 65.9 METERS W OF
 RD4027'THE CENTER LINE OF COUNTY ROAD, AND 0.3 METER S OF THE FENCE LINE.
 RD4027'IT IS A BRONZE DISK, STAMPED ALFA 1937 NO 4 1946, SET IN THE TOP
 RD4027'OF AN 8-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 4 INCHES ABOVE
 RD4027'THE GROUND.
 RD4027'
 RD4027'BOTH REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 RD4027'
 RD4027'STATION CAN BEST BE REACHED BY TRUCK BUT IT CAN ALSO BE REACHED BY
 RD4027'BOAT.
 RD4027'
 RD4027'DIRECTIONS AT THIS TIME WERE NOT CHECKED.  THE DISTANCE BETWEEN
 RD4027'R.M. 3 AND R.M. 4 WAS CHECKED AND FOUND TO BE CORRECT.  THE
 RD4027'SUBSURFACE MARK WAS NOT CHECKED AS THE FIELD HAD JUST BEEN PLANTED
 RD4027'AND SINCE THE USE OF THIS STATION WAS NOT URGENT NOTHING ELSE WAS
 RD4027'DONE HERE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1641 ***********************************************************************
 QD1641  DESIGNATION -  ALFALFA
 QD1641  PID         -  QD1641
 QD1641  STATE/COUNTY-  OR/DESCHUTES
 QD1641  USGS QUAD   -  BEND AIRPORT (1962)
 QD1641
 QD1641                         *CURRENT SURVEY CONTROL
 QD1641  ___________________________________________________________________
 QD1641* NAD 83(1991)-  44 03 56.68013(N)    121 11 54.58930(W)     ADJUSTED  
 QD1641* NAVD 88     -      1079.9    (meters)    3543.     (feet)  VERTCON   
 QD1641  ___________________________________________________________________
 QD1641  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 QD1641  GEOID HEIGHT-         -20.89  (meters)                     GEOID03
 QD1641  HORZ ORDER  -  SECOND
 QD1641
 QD1641.The horizontal coordinates were established by classical geodetic methods
 QD1641.and adjusted by the National Geodetic Survey in October 1991.
 QD1641
 QD1641.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1641.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1641
 QD1641.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1641
 QD1641.The geoid height was determined by GEOID03.
 QD1641
 QD1641;                    North         East     Units Scale Factor Converg.
 QD1641;SPC OR S     -   266,742.183 1,444,037.790   MT  1.00001737   -0 28 40.3
 QD1641;SPC OR S     -   875,138.40  4,737,656.79   iFT  1.00001737   -0 28 40.3
 QD1641;UTM  10      - 4,880,752.711   644,275.128   MT  0.99985601   +1 15 11.3
 QD1641
 QD1641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1641!SPC OR S     -   0.99983398  x   1.00001737  =   0.99985135
 QD1641!UTM  10      -   0.99983398  x   0.99985601  =   0.99969001
 QD1641
 QD1641:                Primary Azimuth Mark                     Grid Az
 QD1641:SPC OR S     -  RB 010                                   192 55 15.2
 QD1641:UTM  10      -  RB 010                                   191 11 23.6
 QD1641
 QD1641|---------------------------------------------------------------------|
 QD1641| PID    Reference Object                     Distance      Geod. Az  |
 QD1641|                                                           dddmmss.s |
 QD1641| QD1643 RB 010                              APPROX. 1.1 KM 1922634.9 |
 QD1641|---------------------------------------------------------------------|
 QD1641
 QD1641                          SUPERSEDED SURVEY CONTROL
 QD1641
 QD1641  NAD 83(1986)-  44 03 56.68534(N)    121 11 54.59266(W) AD(       ) 2
 QD1641  NAD 27      -  44 03 57.26235(N)    121 11 50.49004(W) AD(       ) 2
 QD1641  NGVD 29 (07/19/86) 1078.7    (m)         3539.     (f) VERT ANG    3  
 QD1641
 QD1641.Superseded values are not recommended for survey control.
 QD1641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1641.See file dsdata.txt to determine how the superseded data were derived.
 QD1641
 QD1641_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP4427580753(NAD 83)
 QD1641_MARKER: DD = SURVEY DISK
 QD1641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD1641_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QD1641_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 QD1641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD1641+STABILITY: SURFACE MOTION
 QD1641
 QD1641  HISTORY     - Date     Condition        Report By
 QD1641  HISTORY     - 1978     MONUMENTED       OR-017
 QD1641
 QD1641                          STATION DESCRIPTION
 QD1641
 QD1641'DESCRIBED BY DESCHUTES COUNTY OREGON 1978 (JAK)
 QD1641'THE STATION IS ABOUT 4.25 MILES EAST OF BEND, ON THE NORTH SHOULDER
 QD1641'OF ALFALFA MARKET ROAD.
 QD1641'
 QD1641'TO REACH THE STATION FROM THE COURTHOUSE IN BEND.  GO EAST ON
 QD1641'GREENWOOD AVENUE AND HIGHWAY 20 FOR 4.7 MILES TO THE JUNCTION WITH
 QD1641'POWELL BUTTE HIGHWAY.  TURN LEFT AND GO NORTHERLY ON POWELL BUTTE
 QD1641'HIGHWAY 0.9 MILES TO THE JUNCTION WITH ALFALFA MARKET ROAD.  TURN
 QD1641'RIGHT AND GO EASTERLY ON ALFALFA MARKET ROAD 0.4 MILES TO THE STATION.
 QD1641'
 QD1641'THE STATION IS A STANDARD DESCHUTES COUNTY DISK STAMPED ---ALFALFA
 QD1641'1978---.  THE DISK IS SET IN THE TOP OF AN 8-INCH CYLINDRICAL CONCRETE
 QD1641'MONUMENT WHICH PROJECTS 2-INCHES ABOVE THE GROUND.  IT IS 9.8 FEET
 QD1641'NORTH OF THE EDGE OF PAVEMENT, 11.7 FEET SOUTHWEST OF A FENCE CORNER
 QD1641'POST, 30.9 FEET EAST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA1183 ***********************************************************************
 RA1183  DESIGNATION -  ALICEL GRAIN ELEVATOR
 RA1183  PID         -  RA1183
 RA1183  STATE/COUNTY-  OR/UNION
 RA1183  USGS QUAD   -  IMBLER (1994)
 RA1183
 RA1183                         *CURRENT SURVEY CONTROL
 RA1183  ___________________________________________________________________
 RA1183* NAD 83(1991)-  45 24 17.05840(N)    117 58 48.00807(W)     ADJUSTED  
 RA1183* NAVD 88     -              **(meters)            **(feet)            
 RA1183  ___________________________________________________________________
 RA1183  LAPLACE CORR-           3.67  (seconds)                    DEFLEC99
 RA1183  GEOID HEIGHT-         -17.94  (meters)                     GEOID03
 RA1183  HORZ ORDER  -  THIRD
 RA1183
 RA1183.The horizontal coordinates were established by classical geodetic methods
 RA1183.and adjusted by the National Geodetic Survey in October 1991.
 RA1183
 RA1183
 RA1183.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1183
 RA1183.The geoid height was determined by GEOID03.
 RA1183
 RA1183;                    North         East     Units Scale Factor Converg.
 RA1183;SPC OR N     -   196,214.232 2,697,238.891   MT  0.99990305   +1 47 13.7
 RA1183;SPC OR N     -   643,747.48  8,849,208.96   iFT  0.99990305   +1 47 13.7
 RA1183;UTM  11      - 5,028,380.384   423,306.602   MT  0.99967232   -0 41 52.4
 RA1183
 RA1183                          SUPERSEDED SURVEY CONTROL
 RA1183
 RA1183  NAD 83(1986)-  45 24 17.05995(N)    117 58 47.99668(W) AD(       ) 4
 RA1183  NAD 27      -  45 24 17.56260(N)    117 58 44.22143(W) AD(       ) 3
 RA1183
 RA1183.Superseded values are not recommended for survey control.
 RA1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1183.See file dsdata.txt to determine how the superseded data were derived.
 RA1183
 RA1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML2330728380(NAD 83)
 RA1183
 RA1183  HISTORY     - Date     Condition        Report By
 RA1183  HISTORY     - 1946     MONUMENTED       CGS
 RA1183
 RA1183                          STATION DESCRIPTION
 RA1183
 RA1183'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JTJ)
 RA1183'LOCATED BY INTERSECTION.
 RA1183'
 RA1183'LOCATED APPROXIMATELY 8.0 MILES NORTHEAST OF LA GRANDE, OREGON AT
 RA1183'THE UNION PACIFIC RAILROAD SIDING OF ALICEL, OREGON, 50 FEET
 RA1183'EAST OF THE RAILROAD TRACKS, AND APPROXIMATELY 75 YARDS EAST OF
 RA1183'HIGHWAY 82.  STATION IS THE CENTER OF THE HIGHEST PART OF THE
 RA1183'TOWER.
 RA1183'
 RA1183'THE ELEVATOR IS OWNED BY THE GRANDE RONDE GRAIN COMPANY, AND IS
 RA1183'A CEMENT BUILDING 120 FEET HIGH WITH A 15 FOOT FLAG POLE ON TOP.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0989 ***********************************************************************
 RA0989  DESIGNATION -  ALICEL RESET
 RA0989  PID         -  RA0989
 RA0989  STATE/COUNTY-  OR/UNION
 RA0989  USGS QUAD   -  IMBLER (1994)
 RA0989
 RA0989                         *CURRENT SURVEY CONTROL
 RA0989  ___________________________________________________________________
 RA0989* NAD 83(1991)-  45 23 03.45855(N)    117 58 25.55985(W)     ADJUSTED  
 RA0989* NAVD 88     -       836.54   (meters)    2744.5    (feet)  RESET     
 RA0989  ___________________________________________________________________
 RA0989  LAPLACE CORR-           4.10  (seconds)                    DEFLEC99
 RA0989  GEOID HEIGHT-         -17.91  (meters)                     GEOID03
 RA0989  HORZ ORDER  -  FIRST
 RA0989  VERT ORDER  -  THIRD
 RA0989
 RA0989.The horizontal coordinates were established by classical geodetic methods
 RA0989.and adjusted by the National Geodetic Survey in October 1991.
 RA0989
 RA0989.The orthometric height was computed from unverified reset data.
 RA0989
 RA0989.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA0989
 RA0989.The geoid height was determined by GEOID03.
 RA0989
 RA0989;                    North         East     Units Scale Factor Converg.
 RA0989;SPC OR N     -   193,958.627 2,697,797.821   MT  0.99990165   +1 47 29.6
 RA0989;SPC OR N     -   636,347.20  8,851,042.72   iFT  0.99990165   +1 47 29.6
 RA0989;UTM  11      - 5,026,103.191   423,767.105   MT  0.99967145   -0 41 35.5
 RA0989
 RA0989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA0989!SPC OR N     -   0.99987167  x   0.99990165  =   0.99977333
 RA0989!UTM  11      -   0.99987167  x   0.99967145  =   0.99954316
 RA0989
 RA0989|---------------------------------------------------------------------|
 RA0989| PID    Reference Object                     Distance      Geod. Az  |
 RA0989|                                                           dddmmss.s |
 RA0989| CF5176 ALICEL RM 1                          19.830 METERS 08749     |
 RA0989| RA0990 ALICEL RM 3                          15.132 METERS 09101     |
 RA0989| RA0973 W 406                                18.915 METERS 15308     |
 RA0989| RA0934 F 85                                               2334942.4 |
 RA0989| CF5177 ALICEL RM 2                          14.806 METERS 27157     |
 RA0989| RA1183 ALICEL GRAIN ELEVATOR               APPROX. 2.3 KM 3475227.4 |
 RA0989|---------------------------------------------------------------------|
 RA0989
 RA0989                          SUPERSEDED SURVEY CONTROL
 RA0989
 RA0989  NAD 83(1986)-  45 23 03.46018(N)    117 58 25.54762(W) AD(       ) 1
 RA0989  NAD 27      -  45 23 03.96908(N)    117 58 21.77499(W) AD(       ) 1
 RA0989  NGVD 29 (07/19/86)  834.94   (m)         2739.3    (f) LEVELING    3  
 RA0989
 RA0989.Superseded values are not recommended for survey control.
 RA0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0989.See file dsdata.txt to determine how the superseded data were derived.
 RA0989
 RA0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML2376726103(NAD 83)
 RA0989_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RA0989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RA0989
 RA0989  HISTORY     - Date     Condition        Report By
 RA0989  HISTORY     - 1946     MONUMENTED       CGS
 RA0989  HISTORY     - 1964     SEE DESCRIPTION  USGS
 RA0989  HISTORY     - 1965     SEE DESCRIPTION  USGS
 RA0989  HISTORY     - 1972     SEE DESCRIPTION  NGS
 RA0989
 RA0989                          STATION DESCRIPTION
 RA0989
 RA0989'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JTJ)
 RA0989'THE STATION IS LOCATED 1.5 MILES SOUTH OF ALICEL, AT A T
 RA0989'INTERSECTION.  0.75 MILE EAST OF STATE HWY 82 ON THE ROAD KNOWN
 RA0989'AS LOWER COVE RD.  IT IS ON THE NORTH SIDE OF THE ROAD 3.5 FT. WEST
 RA0989'OF HIGHWAY SIGNPOST.
 RA0989'
 RA0989'STATION STAMPED ALICEL 1946 IS A STANDARD USC AND GS DISC SET IN
 RA0989'12 IN. BY 12 IN. CONCRETE BLOCK, 18 INCHES BELOW SURFACE OF
 RA0989'GROUND.  IT IS 4.2 FT. SOUTH OF T INTERSECTION OF FENCE, 18
 RA0989'FT. WEST OF POWER POLE SUPPORTING OVERHEAD GUY, 13.23 METERS
 RA0989'FROM CENTER OF TRIANGLE IN Y INTERSECTION, 27 FT. NORTH OF
 RA0989'CENTER LINE OF MAIN ROAD, AND 18.920 METERS NORTH NORTHWEST
 RA0989'OF BENCH MARK W 406, DESCRIBED BELOW.
 RA0989'
 RA0989'REFERENCE MARK 1--STAMPED ALICEL NO 1 1946 IS A STANDARD
 RA0989'USC AND GS DISC SET IN 12 IN. BY 12 IN. CONCRETE BLOCK, PROJECTING
 RA0989'8 IN. FROM SURFACE OF GROUND.  IT IS 10 IN. SOUTH OF EAST-WEST
 RA0989'FENCELINE.  27 FT. NORTH OF CENTER LINE OF ROAD, AND IS AT
 RA0989'STATION ELEVATION.
 RA0989'
 RA0989'REFERENCE MARK 2--STAMPED ALICEL NO 2 1946 IS A STANDARD USC
 RA0989'AND GS DISC SET IN A 10 IN. BY 10 IN. CONCRETE BLOCK PROJECTING
 RA0989'10 IN. FROM SURFACE OF GROUND, 27 FT. NORTH OF CENTER LINE OF
 RA0989'MAIN ROAD, AND IS AT STATION ELEVATION.
 RA0989'
 RA0989'AZIMUTH MARK--STAMPED F 85 1934 IS A STANDARD USC AND GS BENCH
 RA0989'MARK SET IN A CONCRETE POST 8 IN. BY 8 IN., PROJECTING 3 INCHES
 RA0989'ABOVE SURFACE OF GROUND.  IT IS 32 FT. EAST OF CENTER LINE
 RA0989'OF ROAD, 1 FT. WEST OF FENCELINE, 12 FT. SOUTH OF PRIVATE
 RA0989'GATE, 0.35 MILE NORTH OF CONLEY SIGNPOST AND 10 IN. WEST OF
 RA0989'USBM WITNESS POST.
 RA0989'
 RA0989'TO REACH THE STATION FROM GRAIN ELEVATOR IN ALICEL, GO SOUTHWEST
 RA0989'ON HIGHWAY 82 FOR 1.3 MILES TO JUNCTION WITH LOWER COVE
 RA0989'RD.  TURN LEFT ON LOWER COVE RD. FOR 0.7 MILE TO T-INTERSECTION
 RA0989'AND STATION SITE AT LEFT.
 RA0989'
 RA0989'AZIMUTH MARK IS 2.2 MILES SOUTHWEST OF GRAIN ELEVATOR ON LEFT
 RA0989'SIDE OF HIGHWAY 82.
 RA0989'
 RA0989'BENCH MARK W 406, STAMPED W 406 1945, IS A STANDARD USC AND GS
 RA0989'BENCH MARK SET IN A CONCRETE POST PROJECTING 3 IN. ABOVE
 RA0989'GROUND SURFACE.  IT IS 12 IN. NORTH OF EAST-WEST FENCELINE.  8
 RA0989'FT. EAST OF POWER POLE AT SOUTHEAST CORNER OF INTERSECTION.
 RA0989
 RA0989                          STATION RECOVERY (1964)
 RA0989
 RA0989'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 RA0989'STATION AND RM 2 WERE NOT RECOVERED.  RM 1 HAS BEEN DISLODGED.
 RA0989
 RA0989                          STATION RECOVERY (1965)
 RA0989
 RA0989'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 RA0989'THE STATION WAS NOT FOUND.  AREA GRADED.
 RA0989
 RA0989                          STATION RECOVERY (1972)
 RA0989
 RA0989'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 RA0989'THE AZIMUTH MARK, AND BENCH MARK W 406 WERE RECOVERED IN GOOD
 RA0989'CONDITION.  THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE
 RA0989'MARK NO. 2 HAD BEEN DESTROYED.  THE UNDERGROUND MARK WAS DUG
 RA0989'FOR, AND FOUND IN GOOD CONDITION.  A NEW SURFACE STATION MARK,
 RA0989'AND REFERENCE MARK NO. 3 WAS ESTABLISHED.  A NEW AND COMPLETE
 RA0989'DESCRIPTION FOLLOWS.
 RA0989'
 RA0989'THE STATION IS 5-1/2 MILES NORTHEAST OF ISLAND CITY ON THE
 RA0989'NORTH RIGHT-OF-WAY OF LOWER COVE ROAD.
 RA0989'
 RA0989'TO REACH THE STATION FROM THE ISLAND CITY POST OFFICE GO
 RA0989'NORTHEAST ON STATE HIGHWAY 82 FOR 3.7 MILES TO BENCH MARK F 85
 RA0989'1934, WHICH WAS USED FOR THE AZIMUTH MARK, ON THE RIGHT, CONTINUE
 RA0989'NORTH ON STATE HIGHWAY 82 FOR 0.6 MILE TO LOWER COVE ROAD ON THE
 RA0989'RIGHT, TURN RIGHT, AND GO EAST ON LOWER COVE ROAD FOR 0.7 MILE
 RA0989'TO A SIDE ROAD RIGHT, AND THE STATION ON THE LEFT.
 RA0989'
 RA0989'THE STATION MARK, STAMPED ALICEL 1946 1972, IS A STANDARD DISK
 RA0989'SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH, 28
 RA0989'FEET NORTH OF THE CENTER OF LOWER COVE ROAD, 23 FEET WEST OF A
 RA0989'POWER POLE WHERE THE POWER LINE CROSSES THE ROAD, 15 FEET
 RA0989'WEST-NORTHWEST OF A ROAD SIGN, 1 FOOT EAST OF A METAL WITNESS
 RA0989'POST, AND AT THE PROLONGED CENTER OF A GRAVELED ROAD SOUTH.
 RA0989'(NOTE 1A AND 7A)
 RA0989'
 RA0989'BENCH MARK W 406, STAMPED W 406 1945, IS A STANDARD DISK SET IN A
 RA0989'CONCRETE MONUMENT THAT IS 12-INCHES BELOW THE SURFACE, 28 FEET SOUTH
 RA0989'OF THE CENTER OF LOWER COVE ROAD, 26 FEET EAST OF THE CENTER OF A
 RA0989'GRAVELED ROAD, 7.5 FEET EAST-NORTHEAST OF A FENCE CORNER, 5 FEET
 RA0989'EAST OF A POWER POLE, 2.5 FEET NORTH OF AN EAST-WEST FENCE LINE,
 RA0989'AND 1 FOOT NORTH OF A METAL WITNESS POST.
 RA0989'
 RA0989'REFERENCE MARK NO. 3, STAMPED ALICEL 1946 NO 3 1972, IS A
 RA0989'STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT
 RA0989'PROJECTS 5 INCHES, 27 FEET NORTH OF THE CENTER OF LOWER COVE ROAD,
 RA0989'AND 27 FEET EAST OF A POWER POLE.  (NOTE 11A)
 RA0989'
 RA0989'BENCH MARK F 85, STAMPED F 85 1934, IS A STANDARD DISK SET IN AN
 RA0989'8 BY 8 INCH CONCRETE MONUMENT THAT PROJECTS 1 INCH, 0.3 MILE
 RA0989'NORTHEAST OF THE CONLEY RAILROAD SIDING, 0.15 MILE NORTH OF
 RA0989'HIGHWAY MILEPOST NO. 6, 115 FEET SOUTHWEST OF RAILROAD MILEPOST
 RA0989'NO. 6, 50 FEET WEST OF THE NEAREST RAIL OF THE RAILROAD TRACKS,
 RA0989'32 FEET EAST OF THE CENTER OF STATE HIGHWAY 82, 1 FOOT WEST
 RA0989'OF THE RIGHT-OF-WAY FENCE LINE, AND 1 FOOT NORTH OF A METAL
 RA0989'WITNESS POST.
 RA0989'
 RA0989'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RA0989'5.5 MILES NORTHEAST OF ISLAND CITY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0297 ***********************************************************************
 NX0297  FBN         -  This is a Federal Base Network Control Station.
 NX0297  DESIGNATION -  ALKALI
 NX0297  PID         -  NX0297
 NX0297  STATE/COUNTY-  OR/LAKE
 NX0297  USGS QUAD   -  JUNIPER MTN (1984)
 NX0297
 NX0297                         *CURRENT SURVEY CONTROL
 NX0297  ___________________________________________________________________
 NX0297* NAD 83(2007)-  42 57 13.28185(N)    119 59 58.11748(W)     ADJUSTED  
 NX0297* NAVD 88     -      1310.5    (meters)    4300.     (feet)  GPS OBS   
 NX0297  ___________________________________________________________________
 NX0297  EPOCH DATE  -        2007.00
 NX0297  X           -  -2,338,165.478 (meters)                     COMP
 NX0297  Y           -  -4,049,906.765 (meters)                     COMP
 NX0297  Z           -   4,324,616.932 (meters)                     COMP
 NX0297  LAPLACE CORR-           7.58  (seconds)                    DEFLEC99
 NX0297  ELLIP HEIGHT-        1290.305 (meters)          (02/10/07) ADJUSTED
 NX0297  GEOID HEIGHT-         -20.09  (meters)                     GEOID03
 NX0297
 NX0297  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 NX0297  Type    PID    Designation                      North   East  Ellip
 NX0297  -------------------------------------------------------------------
 NX0297  NETWORK NX0297 ALKALI                            0.71   0.61   1.82
 NX0297  -------------------------------------------------------------------
 NX0297
 NX0297.The horizontal coordinates were established by GPS observations
 NX0297.and adjusted by the National Geodetic Survey in February 2007.
 NX0297
 NX0297.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 NX0297.See www.ngs.noaa.gov/NationalReadjustment for more information.
 NX0297.The horizontal coordinates are valid at the epoch date displayed above.
 NX0297.The epoch date for horizontal control is a decimal equivalence
 NX0297.of Year/Month/Day.
 NX0297
 NX0297.The orthometric height was determined by GPS observations and a
 NX0297.high-resolution geoid model.
 NX0297
 NX0297.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NX0297
 NX0297.The Laplace correction was computed from DEFLEC99 derived deflections.
 NX0297
 NX0297.The ellipsoidal height was determined by GPS observations
 NX0297.and is referenced to NAD 83.
 NX0297
 NX0297.The geoid height was determined by GEOID03.
 NX0297
 NX0297;                    North         East     Units Scale Factor Converg.
 NX0297;SPC OR S     -   143,087.443 1,540,839.500   MT  0.99990161   +0 20 32.8
 NX0297;SPC OR S     -   469,446.99  5,055,247.70   iFT  0.99990161   +0 20 32.8
 NX0297;UTM  11      - 4,760,038.211   255,325.890   MT  1.00033654   -2 02 41.6
 NX0297;UTM  10      - 4,760,041.258   744,759.428   MT  1.00033705   +2 02 44.1
 NX0297
 NX0297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NX0297!SPC OR S     -   0.99979769  x   0.99990161  =   0.99969932
 NX0297!UTM  11      -   0.99979769  x   1.00033654  =   1.00013416
 NX0297!UTM  10      -   0.99979769  x   1.00033705  =   1.00013467
 NX0297
 NX0297|---------------------------------------------------------------------|
 NX0297| PID    Reference Object                     Distance      Geod. Az  |
 NX0297|                                                           dddmmss.s |
 NX0297| CD5778 ALKALI RM 1                          11.569 METERS 03502     |
 NX0297| NX0299 BM NEAR ALKALI                        7.594 METERS 11007     |
 NX0297| CD5777 ALKALI AZ MK                                       1824312.0 |
 NX0297|---------------------------------------------------------------------|
 NX0297
 NX0297                          SUPERSEDED SURVEY CONTROL
 NX0297
 NX0297  NAD 83(1998)-  42 57 13.28058(N)    119 59 58.11703(W) AD(       ) A
 NX0297  ELLIP H (04/24/00) 1290.308  (m)                       GP(       ) 3 1
 NX0297  NAD 83(1991)-  42 57 13.27875(N)    119 59 58.11547(W) AD(       ) B
 NX0297  ELLIP H (02/25/91) 1290.455  (m)                       GP(       ) 4 1
 NX0297  NAD 83(1986)-  42 57 13.29056(N)    119 59 58.10544(W) AD(       ) 3
 NX0297  NAD 27      -  42 57 13.74000(N)    119 59 54.24800(W) AD(       ) 3
 NX0297  NGVD 29 (02/25/91) 1309.3    (m)         4296.     (f) GPS OBS     3  
 NX0297
 NX0297.Superseded values are not recommended for survey control.
 NX0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NX0297.See file dsdata.txt to determine how the superseded data were derived.
 NX0297
 NX0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKH5532660038(NAD 83)
 NX0297_MARKER: DS = TRIANGULATION STATION DISK
 NX0297_SETTING: 80 = SET IN A BOULDER
 NX0297_SP_SET: DRILL HOLE IN BOULDER
 NX0297_STAMPING: ALKALI 1948
 NX0297_MARK LOGO: CGS   
 NX0297_MAGNETIC: N = NO MAGNETIC MATERIAL
 NX0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NX0297+STABILITY: SURFACE MOTION
 NX0297_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NX0297+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2004
 NX0297
 NX0297  HISTORY     - Date     Condition        Report By
 NX0297  HISTORY     - 1948     MONUMENTED       CGS
 NX0297  HISTORY     - 1948     GOOD             CGS
 NX0297  HISTORY     - 19890824 GOOD             NGS
 NX0297  HISTORY     - 19900126 GOOD
 NX0297  HISTORY     - 19980205 GOOD             USFS
 NX0297  HISTORY     - 20041015 GOOD             USPSQD
 NX0297
 NX0297                          STATION DESCRIPTION
 NX0297
 NX0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MTP)
 NX0297'THE STATION IS ABOUT 35 MILES, AIR LINE, NORTH NORTHEAST OF
 NX0297'VALLEY FALLS, AND ALONG THE EAST SIDE OF U.S. HIGHWAY 395.  IT IS
 NX0297'ABOUT 1 MILE SOUTH OF THE HIGHWAY MAINTENANCE STATION, 1/2 MILE
 NX0297'SOUTHEAST OF THE EDGE OF ALKALI LAKE, AND 0.35 MILE NORTH OF MILE
 NX0297'POST 52.
 NX0297'
 NX0297'THE STATION MARK, STAMPED ALKALI 1948, IS A STANDARD DISK SET IN
 NX0297'A BOULDER, 2 FEET BY 2 FEET, PROTRUDING 1 FOOT ABOVE THE
 NX0297'GROUND.  IT IS 44.7 METERS EAST OF THE CENTER LINE OF THE
 NX0297'HIGHWAY, 42 METERS NORTHWEST OF THE LARGEST BOULDER IN THE
 NX0297'IMMEDIATE AREA, AND 1.8 METERS NORTHEAST OF A WHITE WITNESS POST.
 NX0297'
 NX0297'REFERENCE MARK NO. 1, STAMPED ALKALI NO 1 1948, IS A STANDARD
 NX0297'DISK SET IN A BOULDER, 4 FEET BY 6 FEET, PROTRUDING 4 FEET ABOVE
 NX0297'THE GROUND.  IT IS 50 METERS EAST OF THE CENTER LINE OF THE
 NX0297'HIGHWAY AND 3 FEET HIGHER THAN THE STATION MARK.
 NX0297'
 NX0297'A STANDARD OREGON STATE HIGHWAY DEPARTMENT BENCH MARK, UNSTAMPED,
 NX0297'SERVES AS REFERENCE MARK NO. 2.  IT IS SET IN A BOULDER, 4 FEET BY
 NX0297'5 FEET, PROTRUDING 4-1/2 FEET ABOVE THE GROUND.  IT IS 52 METERS
 NX0297'EAST OF THE CENTER LINE OF THE HIGHWAY AND 4 FEET HIGHER THAN THE
 NX0297'STATION MARK.
 NX0297'
 NX0297'THE AZIMUTH MARK, STAMPED ALKALI 1948, IS A STANDARD DISK SET IN
 NX0297'THE TOP OF A BOULDER, 6 FEET SQUARE, PROTRUDING 5 FEET ABOVE THE
 NX0297'GROUND.  IT IS 0.1 MILE EAST OF THE HIGHWAY, 100 YARDS EAST OF
 NX0297'SOME HIGHWAY STOCK PILES, AND 3 METERS EAST OF A WHITE WITNESS
 NX0297'POST.  TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON THE
 NX0297'HIGHWAY FOR 0.8 MILE TO TRACK ROAD ON LEFT LEADING TO THE
 NX0297'HIGHWAY STOCK PILES.  TURN LEFT ON TRACK ROAD AND DRIVE EAST 0.1
 NX0297'MILE TO THE LARGEST BOULDER IN THE IMMEDIATE VICINITY AND THE
 NX0297'MARK.
 NX0297'
 NX0297'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 31 AND
 NX0297'U.S. HIGHWAY 395 AT VALLEY FALLS GO NORTHEASTERLY, TOWARDS BURNS,
 NX0297'FOR 38.4 MILES TO THE STATION ON RIGHT.
 NX0297
 NX0297                          STATION RECOVERY (1948)
 NX0297
 NX0297'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 NX0297'RECOVERED IN GOOD CONDITION.
 NX0297
 NX0297                          STATION RECOVERY (1989)
 NX0297
 NX0297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NX0297'TO REACH FROM THE HIGHWAY MAINTENANCE STATION AT ALKALI LAKE GO SOUTH
 NX0297'1.65 KM (1.03 MI) TO THE MARK ON THE LEFT.
 NX0297'THE STATION IS 44.7 M (146.7 FT) EAST OF THE CENTERLINE OF THE
 NX0297'HIGHWAY, 42 M (137.8 FT) NW OF THE LARGEST BOULDER IN THE AREA, 7.594
 NX0297'M (24.915 FT) FROM BENCH MARK A 331, AND 1 M (3.3 FT) WEST OF A
 NX0297'WITNESS POST.
 NX0297'DESCRIBED BY L.L. RIGGERS.
 NX0297
 NX0297                          STATION RECOVERY (1990)
 NX0297
 NX0297'RECOVERED 1990
 NX0297'RECOVERED IN GOOD CONDITION.
 NX0297
 NX0297                          STATION RECOVERY (1998)
 NX0297
 NX0297'RECOVERY NOTE BY US FOREST SERVICE 1998 (PAO)
 NX0297'THE STATION IS LOCATED ABOUT 56.3 KM (35.00 MI) NORTH-NORTHEAST OF
 NX0297'VALLEY FALLS, 1.6 KM (1.00 MI) SOUTH OF HIGHWAY MAINTENANCE STATION,
 NX0297'0.8 KM (0.50 MI) SOUTHEAST OF THE EDGE OF ALKALI LAKE, 0.56 KM (0.35
 NX0297'MI) NORTH OF HIGHWAY MILE POST 52, AND ON THE EAST SIDE OF U.S.
 NX0297'HIGHWAY 395.  OWNERSHIP--OREGON STATE DEPARTMENT OF TRANSPORTATION.
 NX0297'TO REACH THE STATION FROM THE HIGHWAY MAINTENANCE STATION AT ALKALI
 NX0297'LAKE, GO SOUTH ON U.S. HIGHWAY 395 FOR 1.6 KM (1.00 MI) TO THE STATION
 NX0297'ON THE LEFT.  THE STATION IS A STANDARD DISK SET IN A 60 CM X 60 CM
 NX0297'BOULDER PROTRUDING 30 CM ABOVE THE GROUND.  IT IS 44.7 M (146.7 FT)
 NX0297'EAST FROM THE CENTER OF THE HIGHWAY, 42.0 M (137.8 FT) NORTHWEST FROM
 NX0297'THE LARGEST BOULDER IN THE IMMEDIATE AREA, AND 1.0 M (3.3 FT) WEST
 NX0297'FROM A WITNESS POST.
 NX0297
 NX0297                          STATION RECOVERY (2004)
 NX0297
 NX0297'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLM)
 NX0297'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB1403 ***********************************************************************
 RB1403  DESIGNATION -  ALKALI
 RB1403  PID         -  RB1403
 RB1403  STATE/COUNTY-  OR/UMATILLA
 RB1403  USGS QUAD   -  ECHO SE (1976)
 RB1403
 RB1403                         *CURRENT SURVEY CONTROL
 RB1403  ___________________________________________________________________
 RB1403* NAD 83(1991)-  45 32 02.42360(N)    119 05 10.66040(W)     ADJUSTED  
 RB1403* NAVD 88     -       828.3    (meters)    2718.     (feet)  VERTCON   
 RB1403  ___________________________________________________________________
 RB1403  LAPLACE CORR-           4.80  (seconds)                    DEFLEC99
 RB1403  GEOID HEIGHT-         -20.68  (meters)                     GEOID03
 RB1403  HORZ ORDER  -  FIRST
 RB1403
 RB1403.The horizontal coordinates were established by classical geodetic methods
 RB1403.and adjusted by the National Geodetic Survey in October 1991.
 RB1403
 RB1403.The NAVD 88 height was computed by applying the VERTCON shift value to
 RB1403.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RB1403
 RB1403.The Laplace correction was computed from DEFLEC99 derived deflections.
 RB1403
 RB1403.The geoid height was determined by GEOID03.
 RB1403
 RB1403;                    North         East     Units Scale Factor Converg.
 RB1403;SPC OR N     -   208,469.579 2,610,410.912   MT  0.99991488   +1 00 09.3
 RB1403;SPC OR N     -   683,955.31  8,564,340.26   iFT  0.99991488   +1 00 09.3
 RB1403;UTM  11      - 5,044,391.571   337,103.251   MT  0.99992625   -1 29 21.3
 RB1403
 RB1403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RB1403!SPC OR N     -   0.99987340  x   0.99991488  =   0.99978829
 RB1403!UTM  11      -   0.99987340  x   0.99992625  =   0.99979966
 RB1403
 RB1403|---------------------------------------------------------------------|
 RB1403| PID    Reference Object                     Distance      Geod. Az  |
 RB1403|                                                           dddmmss.s |
 RB1403| CF5178 ALKALI RM 1                          14.079 METERS 09143     |
 RB1403| CR5126 ALKALI RM 2                           3.094 METERS 09323     |
 RB1403| RB1406 JOB                                 APPROX.21.3 KM 3054236.7 |
 RB1403|---------------------------------------------------------------------|
 RB1403
 RB1403                          SUPERSEDED SURVEY CONTROL
 RB1403
 RB1403  NAD 83(1986)-  45 32 02.42640(N)    119 05 10.65457(W) AD(       ) 1
 RB1403  NAD 27      -  45 32 02.96405(N)    119 05 06.64825(W) AD(       ) 1
 RB1403  NGVD 29 (07/19/86)  827.2    (m)         2714.     (f) VERT ANG    3  
 RB1403
 RB1403.Superseded values are not recommended for survey control.
 RB1403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1403.See file dsdata.txt to determine how the superseded data were derived.
 RB1403
 RB1403_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL3710344392(NAD 83)
 RB1403_MARKER: DS = TRIANGULATION STATION DISK
 RB1403_SETTING: 66 = SET IN ROCK OUTCROP
 RB1403_SP_SET: SET IN BEDROCK
 RB1403_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RB1403+STABILITY: POSITION/ELEVATION WELL
 RB1403
 RB1403  HISTORY     - Date     Condition        Report By
 RB1403  HISTORY     - 1907     MONUMENTED       USGS
 RB1403  HISTORY     - 1916     GOOD             USGS
 RB1403  HISTORY     - 1937     GOOD             CGS
 RB1403  HISTORY     - 1962     GOOD             CGS
 RB1403  HISTORY     - 1966     GOOD             USGS
 RB1403
 RB1403                          STATION DESCRIPTION
 RB1403
 RB1403'DESCRIBED BY US GEOLOGICAL SURVEY 1907
 RB1403'STATION MARK--STANDARD TABLET STAMPED---2713---, CEMENTED IN SOLID
 RB1403'ROCK.
 RB1403
 RB1403                          STATION RECOVERY (1916)
 RB1403
 RB1403'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1916 (CVH)
 RB1403'SEVENTEEN MILES SE OF ECHO, 12 MILES W AND 5 MILES N OF PILOT ROCK,
 RB1403'1-1/2 MILES N AND 3/4 MILE W OF THE REEDER RANCH IN THE SW 1/4
 RB1403'SEC. 29, T 1 N, R 30 E, ON THE UNCULTIVATED TOP OF A ROUNDED KNOLL
 RB1403'OF LAND OWNED BY THE SLUSHER BROTHERS.  THE STATION IS IDENTICAL
 RB1403'WITH THE U.S. GEOLOGICAL SURVEY STATION OF THE SAME NAME AND IS
 RB1403'MARKED BY A U.S.G.S. MARKER.  THE REFERENCE MARK, A BRONZE TABLE
 RB1403'IN CONCRETE, IS 3.16 METERS (10.4 FEET) FROM THE STATION
 RB1403'BEARING S 88 DEG 17 MIN E.
 RB1403
 RB1403                          STATION RECOVERY (1937)
 RB1403
 RB1403'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (LAM)
 RB1403'ABOUT 17 MILES SE OF ECHO, 12 MILES W OF AND 5 MILES N OF PILOT
 RB1403'ROCK, ON TOP OF ROUNDED KNOLL OWNED BY SLUSHER BROTHERS.  ELEVATION
 RB1403'2714 FEET.  ROADS PASS CLOSE TO STATION.  IN 1916 STATION WAS
 RB1403'OCCUPIED BY U.S.C. AND G.S.
 RB1403
 RB1403                          STATION RECOVERY (1962)
 RB1403
 RB1403'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (FN)
 RB1403'STATION SITE WAS LOCATED, THE REFERENCE MARK WAS FOUND, THE
 RB1403'STATION MARK WAS SEARCHED FOR BUT NOT FOUND.  REACHED FROM THE
 RB1403'TOWN OF PILOT ROCK GO WEST ON U.S. HIGHWAY 395 FOR 7.2 MILES TO THE
 RB1403'JUNCTION WITH STATE HIGHWAY 74, TURN RIGHT ON STATE HIGHWAY 74,
 RB1403'GO NORTHWEST FOR 1.9 MILES TO A GRADED ROAD ON THE RIGHT, TURN
 RB1403'RIGHT AND FOLLOW THIS ROAD NORTHWEST FOR 5.0 MILES TO A CURVE
 RB1403'FROM WEST TO NORTH AND A GRAIN BARN ON THE LEFT, WEST.  FROM
 RB1403'HERE GO NORTHWEST ACROSS COUNTRY ABOUT 2-MILES TO THE HIGHEST
 RB1403'HILL AND THE STATION SITE.
 RB1403
 RB1403                          STATION RECOVERY (1966)
 RB1403
 RB1403'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 RB1403'RECOVERED AS DESCRIBED BY USGS AND NGS.  TWO RMS SET.
 RB1403'
 RB1403'LOCATED ABOUT 17 MI SE. OF ECHO, ABOUT 17 MI NW. OF PILOT ROCK,
 RB1403'ABOUT 10.5 MI S. OF NOLIN.
 RB1403'
 RB1403'TO REACH FROM NOLIN, DRIVE 2.7 MI S. ON COUNTY RD. TO RD. JCT.,
 RB1403'CONTINUE STRAIGHT 1.9 MI S. TO RD. JCT.  TURN RIGHT 4 MI TO
 RB1403'X-RD., CONTINUE STRAIGHT 3.7 MI TO RD. JCT.  TURN LEFT 1 MI S.
 RB1403'TO SADDLE.  TURN LEFT CROSS-COUNTRY 0.7 MI E. TO TOP OF HILL AND
 RB1403'STATION.
 RB1403'
 RB1403'RM 1--STANDARD RM TABLET STAMPED---NO 1 1966---.
 RB1403'
 RB1403'RM 2--NGS RM DISK UNSTAMPED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1943 ***********************************************************************
 QE1943  DESIGNATION -  ALLUVIAL
 QE1943  PID         -  QE1943
 QE1943  STATE/COUNTY-  OR/POLK
 QE1943  USGS QUAD   -  SIDNEY (1986)
 QE1943
 QE1943                         *CURRENT SURVEY CONTROL
 QE1943  ___________________________________________________________________
 QE1943* NAD 83(1991)-  44 48 37.55025(N)    123 05 33.59577(W)     ADJUSTED  
 QE1943* NAVD 88     -        51.     (meters)     167.     (feet)  SCALED    
 QE1943  ___________________________________________________________________
 QE1943  LAPLACE CORR-          -4.01  (seconds)                    DEFLEC99
 QE1943  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 QE1943  HORZ ORDER  -  THIRD
 QE1943
 QE1943.The horizontal coordinates were established by classical geodetic methods
 QE1943.and adjusted by the National Geodetic Survey in October 1991.
 QE1943
 QE1943.The orthometric height was scaled from a topographic map.
 QE1943
 QE1943.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE1943
 QE1943.The geoid height was determined by GEOID03.
 QE1943
 QE1943;                    North         East     Units Scale Factor Converg.
 QE1943;SPC OR N     -   130,387.096 2,294,956.404   MT  0.99991403   -1 50 19.3
 QE1943;SPC OR N     -   427,779.19  7,529,384.53   iFT  0.99991403   -1 50 19.3
 QE1943;UTM  10      - 4,961,896.172   492,672.499   MT  0.99960066   -0 03 55.1
 QE1943
 QE1943!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE1943!SPC OR N     -   0.99999558  x   0.99991403  =   0.99990961
 QE1943!UTM  10      -   0.99999558  x   0.99960066  =   0.99959624
 QE1943
 QE1943|---------------------------------------------------------------------|
 QE1943| PID    Reference Object                     Distance      Geod. Az  |
 QE1943|                                                           dddmmss.s |
 QE1943| CD9514 ALLUVIAL RM 1                         6.492 METERS 01838     |
 QE1943| QE1944 X 321                               280.597 METERS 04548     |
 QE1943| CD9515 ALLUVIAL RM 2                         4.952 METERS 13908     |
 QE1943| CD9513 ALLUVIAL AZ MK                                     1834528.4 |
 QE1943| QE1941 DORN                                APPROX. 3.1 KM 3323650.0 |
 QE1943|---------------------------------------------------------------------|
 QE1943
 QE1943                          SUPERSEDED SURVEY CONTROL
 QE1943
 QE1943  NAD 83(1986)-  44 48 37.57435(N)    123 05 33.61348(W) AD(       ) 3
 QE1943  NAD 27      -  44 48 38.14069(N)    123 05 29.26660(W) AD(       ) 3
 QE1943
 QE1943.Superseded values are not recommended for survey control.
 QE1943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1943.See file dsdata.txt to determine how the superseded data were derived.
 QE1943
 QE1943_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ9267261896(NAD 83)
 QE1943_MARKER: DS = TRIANGULATION STATION DISK
 QE1943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE1943
 QE1943  HISTORY     - Date     Condition        Report By
 QE1943  HISTORY     - 1945     MONUMENTED       CGS
 QE1943  HISTORY     - 1970     MARK NOT FOUND   USGS
 QE1943
 QE1943                          STATION DESCRIPTION
 QE1943
 QE1943'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (ANS)
 QE1943'STATION IS LOCATED AT THE E END OF AMERICAN BOTTOM ON THE W BANK
 QE1943'OF THE WILLAMETTE RIVER, ABOUT 4 MILES NE OF BUENA VISTA, AND
 QE1943'ABOUT 0.25 MILE NW AND ACROSS THE RIVER FROM THE SIDNEY RAILROAD
 QE1943'SIDING.  IT IS ABOUT 0.5 MILE N OF THE MAIN BUILDINGS OF THE
 QE1943'ALLUVIAL HOP FARMS, AT THE E EDGE OF A LARGE HOP FIELD, AND ALONG
 QE1943'A TRACK ROAD RUNNING BETWEEN THE HOP FIELD AND RIVER.  IT IS
 QE1943'ABOUT 400 FEET N OF THE SE CORNER OF THE HOP FIELD, 35 FEET W OF
 QE1943'THE RIVER BANK, 18 FEET SE OF AN END POLE OF A HOP ROW, AND
 QE1943'21 FEET NE OF THE END POLE OF ANOTHER HOP ROW.
 QE1943'
 QE1943'STATION MARK IS A BRONZE STATION DISK SET IN THE TOP OF A 10-INCH
 QE1943'SQUARE CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND LEVEL AND
 QE1943'IS STAMPED ALLUVIAL 1945.  UNDERGROUND MARK IS A BRONZE STATION
 QE1943'DISK SET IN CONCRETE AND IS STAMPED ALLUVIAL 1945.
 QE1943'
 QE1943'TO REACH THE STATION FROM THE STORE AT BUENA VISTA, GO N 1.1
 QE1943'MILES TO A T-ROAD INTERSECTION.  AT THE T-ROAD INTERSECTION, TURN
 QE1943'RIGHT AND GO E 1.0 MILE, THEN N 1.3 MILES TO A SECOND T-ROAD
 QE1943'INTERSECTION.  AT THIS INTERSECTION, TURN RIGHT AND GO E 1.3 MILES
 QE1943'TO ARCHWAY OVER ROAD WITH SIGN ALLUVIAL HOP FARMS.  FROM HERE
 QE1943'CONTINUE E 0.9 MILE TO MAIN BUILDINGS OF THE FARM.  FROM THE
 QE1943'FARMYARD TURN RIGHT (PASS S AND E OF A LARGE SHED) ALONG A
 QE1943'TRACK ROAD AND GO N 0.5 MILE TO STATION LOCATION.
 QE1943'
 QE1943'REFERENCE MARK 1 IS 27 FEET E OF THE CENTER LINE OF THE TRACK
 QE1943'ROAD, 21 FEET E OF THE END POST OF A HOP ROW, AND ABOUT 35 FEET W
 QE1943'OF THE RIVER BANK.  IT IS A BRONZE REFERENCE DISK SET IN THE TOP
 QE1943'OF A 10-INCH SQUARE CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND
 QE1943'LEVEL AND IS STAMPED ALLUVIAL NO 1 1945.
 QE1943'
 QE1943'REFERENCE MARK 2 IS LOCATED 30 FEET E OF THE CENTER LINE OF THE
 QE1943'TRACK ROAD, ABOUT 25 FEET ENE OF THE END POLE OF A HOP ROW, AND
 QE1943'ABOUT 15 FEET W OF THE RIVER BANK.  IT IS A BRONZE REFERENCE DISK
 QE1943'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST PROJECTING 5
 QE1943'INCHES ABOVE GROUND LEVEL AND IS STAMPED ALLUVIAL NO 2 1945.
 QE1943'
 QE1943'AZIMUTH MARK IS LOCATED ABOUT 0.1 MILE S OF THE STATION, 30 FEET
 QE1943'S OF THE SE CORNER OF THE HOP FIELD, AT THE EDGE OF A WOODED
 QE1943'AREA.  IT IS 11 FEET W OF THE CENTER LINE OF THE TRACK ROAD, ABOUT
 QE1943'3 FEET E OF THE LINE OF THE SECOND ROW OF POSTS FROM THE E EDGE
 QE1943'OF THE HOP FIELD.  IT IS A BRONZE AZIMUTH DISK SET IN THE TOP OF
 QE1943'A 10-INCH SQUARE CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND
 QE1943'LEVEL AND IS STAMPED ALLUVIAL 1945.
 QE1943
 QE1943                          STATION RECOVERY (1970)
 QE1943
 QE1943'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (TTS)
 QE1943'THE AREA THAT THE STATION WAS IN WAS SEARCHED AND NONE OF THE
 QE1943'MARKS WERE FOUND.  THE RANCH FOREMAN FOR THE ALLUVIAL HOP FARM SAID
 QE1943'THAT THE RIVER WAS WASHED THE BANK AWAY SEVERAL TIMES IN THIS AREA
 QE1943'AND THAT THEY HAD REFILLED IT.  THERE IS A DRAIN AT THE SITE OF
 QE1943'THE STATION.  THE HOP ROWS HAVE BEEN CHANGED AND THEY NOW QUIT
 QE1943'SEVERAL HUNDRED FT FROM THE RIVER BANK.  THERE IS NO SIGN OF THE
 QE1943'OLD ROAD.  THE AZIMUTH MARK WAS ALSO SEARCHED FOR AND NOT
 QE1943'FOUND.  IT APPEARS THAT THIS STATION HAS BEEN DESTROYED BY THE
 QE1943'RIVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2739 ***********************************************************************
 RD2739  DESIGNATION -  ALOHA HUBER DISTRICT TANK 1
 RD2739  PID         -  RD2739
 RD2739  STATE/COUNTY-  OR/WASHINGTON
 RD2739  USGS QUAD   -  BEAVERTON (1984)
 RD2739
 RD2739                         *CURRENT SURVEY CONTROL
 RD2739  ___________________________________________________________________
 RD2739* NAD 83(1991)-  45 29 26.89229(N)    122 51 40.10065(W)     ADJUSTED  
 RD2739* NAVD 88     -              **(meters)            **(feet)            
 RD2739  ___________________________________________________________________
 RD2739  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 RD2739  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 RD2739  HORZ ORDER  -  THIRD
 RD2739
 RD2739.The horizontal coordinates were established by classical geodetic methods
 RD2739.and adjusted by the National Geodetic Survey in October 1991.
 RD2739
 RD2739
 RD2739.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2739
 RD2739.The geoid height was determined by GEOID03.
 RD2739
 RD2739;                    North         East     Units Scale Factor Converg.
 RD2739;SPC OR N     -   205,398.951 2,315,470.718   MT  0.99991036   -1 40 28.2
 RD2739;SPC OR N     -   673,881.07  7,596,688.71   iFT  0.99991036   -1 40 28.2
 RD2739;UTM  10      - 5,037,484.168   510,850.526   MT  0.99960145   +0 05 56.5
 RD2739
 RD2739                          SUPERSEDED SURVEY CONTROL
 RD2739
 RD2739  NAD 83(1986)-  45 29 26.91349(N)    122 51 40.10553(W) AD(       ) 4
 RD2739  NAD 27      -  45 29 27.48710(N)    122 51 35.74450(W) AD(       ) 3
 RD2739
 RD2739.Superseded values are not recommended for survey control.
 RD2739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2739.See file dsdata.txt to determine how the superseded data were derived.
 RD2739
 RD2739_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1085137484(NAD 83)
 RD2739
 RD2739  HISTORY     - Date     Condition        Report By
 RD2739  HISTORY     - 1962     MONUMENTED       CGS
 RD2739  HISTORY     - 19950325 MARK NOT FOUND   USPSQD
 RD2739  HISTORY     - 20040603 MARK NOT FOUND   USPSQD
 RD2739
 RD2739                          STATION DESCRIPTION
 RD2739
 RD2739'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 RD2739'THE STATION IS IN THE SOUTH CENTRAL PART OF ALOHA, 200 FEET SOUTH
 RD2739'OF THE CENTER OF S.W. BLANTON ST. AND 140 FEET WEST OF THE CENTER
 RD2739'OF S.W. 177TH AVENUE.
 RD2739'
 RD2739'THE STATION IS AN ELEVATED WATER TANK, PAINTED SILVER, SUPPORTED
 RD2739'BY A 4-LEGGED STEEL STRUCTURE.  HAVING AN OVER-ALL HEIGHT OF 145
 RD2739'FEET AND THE BALL AT THE APEX WAS THE POINT OBSERVED UPON.
 RD2739
 RD2739                          STATION RECOVERY (1995)
 RD2739
 RD2739'RECOVERY NOTE BY US POWER SQUADRON 1995
 RD2739'MARK NOT FOUND.
 RD2739
 RD2739                          STATION RECOVERY (2004)
 RD2739
 RD2739'RECOVERY NOTE BY US POWER SQUADRON 2004 (RHC)
 RD2739'GPS LOCATED SITE AND NO SIGNS OF FORMER TANK WERE PRESENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2537 ***********************************************************************
 QE2537  DESIGNATION -  ALSEA
 QE2537  PID         -  QE2537
 QE2537  STATE/COUNTY-  OR/LINCOLN
 QE2537  USGS QUAD   -  WALDPORT (1984)
 QE2537
 QE2537                         *CURRENT SURVEY CONTROL
 QE2537  ___________________________________________________________________
 QE2537* NAD 83(1991)-  44 26 20.38463(N)    124 03 51.64701(W)     ADJUSTED  
 QE2537* NAVD 88     -        83.     (meters)     272.     (feet)  SCALED    
 QE2537  ___________________________________________________________________
 QE2537  LAPLACE CORR-          17.02  (seconds)                    DEFLEC99
 QE2537  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 QE2537  HORZ ORDER  -  THIRD
 QE2537
 QE2537.The horizontal coordinates were established by classical geodetic methods
 QE2537.and adjusted by the National Geodetic Survey in October 1991.
 QE2537
 QE2537.The orthometric height was scaled from a topographic map.
 QE2537
 QE2537.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2537
 QE2537.The geoid height was determined by GEOID03.
 QE2537
 QE2537;                    North         East     Units Scale Factor Converg.
 QE2537;SPC OR N     -    92,082.170 2,216,332.790   MT  0.99997507   -2 31 40.0
 QE2537;SPC OR N     -   302,106.86  7,271,433.04   iFT  0.99997507   -2 31 40.0
 QE2537;UTM  10      - 4,921,183.865   415,298.573   MT  0.99968823   -0 44 42.9
 QE2537
 QE2537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2537!SPC OR N     -   0.99999073  x   0.99997507  =   0.99996580
 QE2537!UTM  10      -   0.99999073  x   0.99968823  =   0.99967896
 QE2537
 QE2537|---------------------------------------------------------------------|
 QE2537| PID    Reference Object                     Distance      Geod. Az  |
 QE2537|                                                           dddmmss.s |
 QE2537| CD9517 ALSEA RM 2                            6.109 METERS 03759     |
 QE2537| QE2553 RAILROAD                            APPROX. 2.3 KM 0775443.2 |
 QE2537| CD9516 ALSEA RM 1                            8.355 METERS 24545     |
 QE2537|---------------------------------------------------------------------|
 QE2537
 QE2537                          SUPERSEDED SURVEY CONTROL
 QE2537
 QE2537  NAD 83(1986)-  44 26 20.40161(N)    124 03 51.71196(W) AD(       ) 3
 QE2537  NAD 27      -  44 26 20.86844(N)    124 03 47.28697(W) AD(       ) 3
 QE2537
 QE2537.Superseded values are not recommended for survey control.
 QE2537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2537.See file dsdata.txt to determine how the superseded data were derived.
 QE2537
 QE2537_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ1529921184(NAD 83)
 QE2537_MARKER: Z = SEE DESCRIPTION
 QE2537_SETTING: 0 = UNSPECIFIED SETTING
 QE2537
 QE2537  HISTORY     - Date     Condition        Report By
 QE2537  HISTORY     - 1927     MONUMENTED       CGS
 QE2537  HISTORY     - 1934     SEE DESCRIPTION  CGS
 QE2537  HISTORY     - 1955     SEE DESCRIPTION  USGS
 QE2537
 QE2537                          STATION DESCRIPTION
 QE2537
 QE2537'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (GLB)
 QE2537'STATION IS LOCATED ON THE N SHORE OF ALSEA BAY DIRECTLY OPPOSITE
 QE2537'THE WALDPORT DOCKS, ABOUT 75 METERS W OF FERRY SLIP, 60 METERS W OF
 QE2537'J. MIDDLETONS RESIDENCE, ABOUT 4 METERS N OF THE BULKHEAD AND 4
 QE2537'METERS S OF THE FOOT OF THE BLUFF.  THERE IS A LARGE ALDER TREE
 QE2537'GROWING OUT OF THE BULKHEAD 7 METERS SW OF THE STATION.
 QE2537'
 QE2537'SURFACE MARK AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 QE2537'CONCRETE AT THE CENTER OF THE TOP OF 10-INCH TILES.
 QE2537'
 QE2537'UNDERGROUND MARK IS A STANDARD BRONZE DISK SET IN CONCRETE, AS
 QE2537'DESCRIBED IN NOTE 7A.
 QE2537'
 QE2537'REFERENCE MARKS ARE E AND W FROM STATION AND MIDWAY BETWEEN
 QE2537'BULKHEAD AND BLUFF.
 QE2537
 QE2537                          STATION RECOVERY (1934)
 QE2537
 QE2537'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (LAM)
 QE2537'STATION AND REFERENCE MARKS FOUND IN GOOD CONDITION.  A NEW
 QE2537'DESCRIPTION IS AS FOLLOWS--
 QE2537'
 QE2537'ON THE N SHORE OF ALSEA BAY, AT THE COMMUNITY ONCE KNOWN AS NICE
 QE2537'AND ABOUT OPPOSITE THE WALDPORT DOCKS.  IT IS ABOUT 225 FEET W OF
 QE2537'AN OLD FERRY SLIP, 200 FEET W OF THE MIDDLETON HOUSE, 12 FEET N OF
 QE2537'THE BULKHEAD AND THE SAME DISTANCE S OF THE FOOT OF THE
 QE2537'BLUFF.  THERE IS A LARGE ALDER TREE GROWING OUT OF THE BULKHEAD
 QE2537'ABOUT 20 FEET SW OF THE STATION.
 QE2537'
 QE2537'THE POINT MAY BE REACHED AT LOW TIDE BY DRIVING AN AUTOMOBILE
 QE2537'ALONG THE NARROW BEACH FROM THE OREGON COAST HIGHWAY FERRY DOCK
 QE2537'AS USED IN 1934.
 QE2537
 QE2537                          STATION RECOVERY (1955)
 QE2537
 QE2537'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 QE2537'THE MARK IS PROBABLY STILL THERE BUT THE DESCRIPTION WAS
 QE2537'INADEQUATE FOR FINDING IT.
 QE2537'
 QE2537'AFTER THE MARK IS POSITIONED WITH REFERENCE TO NEW MAP COMPILATION
 QE2537'IT CAN PROBABLY BE FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2286 ***********************************************************************
 QE2286  DESIGNATION -  ALSEA PEAK=GRASS MTN
 QE2286  PID         -  QE2286
 QE2286  STATE/COUNTY-  OR/BENTON
 QE2286  USGS QUAD   -  GRASS MTN (1984)
 QE2286
 QE2286                         *CURRENT SURVEY CONTROL
 QE2286  ___________________________________________________________________
 QE2286* NAD 83(1991)-  44 25 26.14498(N)    123 40 25.83945(W)     ADJUSTED  
 QE2286* NAVD 88     -              **(meters)            **(feet)            
 QE2286  ___________________________________________________________________
 QE2286  LAPLACE CORR-           2.60  (seconds)                    DEFLEC99
 QE2286  GEOID HEIGHT-         -22.28  (meters)                     GEOID03
 QE2286  HORZ ORDER  -  THIRD
 QE2286
 QE2286.The horizontal coordinates were established by classical geodetic methods
 QE2286.and adjusted by the National Geodetic Survey in October 1991.
 QE2286
 QE2286
 QE2286.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2286
 QE2286.The geoid height was determined by GEOID03.
 QE2286
 QE2286;                    North         East     Units Scale Factor Converg.
 QE2286;SPC OR N     -    89,113.254 2,247,328.032   MT  0.99997842   -2 15 03.0
 QE2286;SPC OR N     -   292,366.32  7,373,123.46   iFT  0.99997842   -2 15 03.0
 QE2286;UTM  10      - 4,919,180.258   446,361.262   MT  0.99963538   -0 28 18.0
 QE2286
 QE2286                          SUPERSEDED SURVEY CONTROL
 QE2286
 QE2286  NAD 83(1986)-  44 25 26.16782(N)    123 40 25.87968(W) AD(       ) 4
 QE2286  NAD 27      -  44 25 26.70698(N)    123 40 21.50304(W) AD(       ) 3
 QE2286
 QE2286.Superseded values are not recommended for survey control.
 QE2286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2286.See file dsdata.txt to determine how the superseded data were derived.
 QE2286
 QE2286_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ4636119180(NAD 83)
 QE2286
 QE2286  HISTORY     - Date     Condition        Report By
 QE2286  HISTORY     - 1903     MONUMENTED       CGS
 QE2286  HISTORY     - 1937     SEE DESCRIPTION  CGS
 QE2286
 QE2286                          STATION DESCRIPTION
 QE2286
 QE2286'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (LAM)
 QE2286'THIS INTERSECTED POSITION IS THAT OF GRASS MOUNTAIN, ELEVATION
 QE2286'ABOUT 3,612 FEET, SITUATED ABOUT 1 MILE S OF THE BENTON-LINCOLN
 QE2286'COUNTY LINE, AND ABOUT 5 MILES, AIRLINE, NW OF ALSEA.
 QE2286'
 QE2286'REACHED FROM ALSEA BY DRIVING W ALONG ALSEA HIGHWAY ABOUT 15
 QE2286'MILES TO FALL CREEK, THENCE OVER FOREST ROAD UP FALL CREEK,
 QE2286'FOLLOWING SIGNS ABOUT 12 MILES TO SUMMIT.
 QE2286'
 QE2286'IN 1936 THE U.S. FOREST SERVICE ESTABLISHED THE POSITION OF THE
 QE2286'GRASS MOUNTAIN LOOKOUT TOWER ON THIS SUMMIT AND MARKED IT WITH
 QE2286'A DISK.
 QE2286'
 QE2286'DO NOT CONFUSE WITH GRASS MOUNTAIN (1908).
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0977 ***********************************************************************
 NY0977  FBN         -  This is a Federal Base Network Control Station.
 NY0977  DESIGNATION -  ALTAMONT
 NY0977  PID         -  NY0977
 NY0977  STATE/COUNTY-  OR/KLAMATH
 NY0977  USGS QUAD   -  ALTAMONT (1995)
 NY0977
 NY0977                         *CURRENT SURVEY CONTROL
 NY0977  ___________________________________________________________________
 NY0977* NAD 83(2007)-  42 12 32.57089(N)    121 44 50.17150(W)     ADJUSTED  
 NY0977* NAVD 88     -      1250.269  (meters)    4101.92   (feet)  ADJUSTED  
 NY0977  ___________________________________________________________________
 NY0977  EPOCH DATE  -        2007.00
 NY0977  X           -  -2,490,031.199 (meters)                     COMP
 NY0977  Y           -  -4,024,274.104 (meters)                     COMP
 NY0977  Z           -   4,263,655.987 (meters)                     COMP
 NY0977  LAPLACE CORR-           2.97  (seconds)                    DEFLEC99
 NY0977  ELLIP HEIGHT-        1227.530 (meters)          (02/10/07) ADJUSTED
 NY0977  GEOID HEIGHT-         -22.71  (meters)                     GEOID03
 NY0977  DYNAMIC HT  -        1249.515 (meters)    4099.45  (feet)  COMP
 NY0977
 NY0977  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 NY0977  Type    PID    Designation                      North   East  Ellip
 NY0977  -------------------------------------------------------------------
 NY0977  NETWORK NY0977 ALTAMONT                          0.27   0.24   0.96
 NY0977  -------------------------------------------------------------------
 NY0977  MODELED GRAV-     979,975.5   (mgal)                       NAVD 88
 NY0977
 NY0977  VERT ORDER  -  SECOND    CLASS I
 NY0977
 NY0977.The horizontal coordinates were established by GPS observations
 NY0977.and adjusted by the National Geodetic Survey in February 2007.
 NY0977
 NY0977.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 NY0977.See www.ngs.noaa.gov/NationalReadjustment for more information.
 NY0977.The horizontal coordinates are valid at the epoch date displayed above.
 NY0977.The epoch date for horizontal control is a decimal equivalence
 NY0977.of Year/Month/Day.
 NY0977
 NY0977.The orthometric height was determined by differential leveling
 NY0977.and adjusted in March 2007.
 NY0977.No vertical observational check was made to the station.
 NY0977.WARNING-GPS observations at this control monument resulted in a GPS
 NY0977.derived orthometric height which differed from the leveled height by
 NY0977.more than one decimeter (0.1 meter).
 NY0977
 NY0977.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NY0977
 NY0977.The Laplace correction was computed from DEFLEC99 derived deflections.
 NY0977
 NY0977.The ellipsoidal height was determined by GPS observations
 NY0977.and is referenced to NAD 83.
 NY0977
 NY0977.The geoid height was determined by GEOID03.
 NY0977
 NY0977.The dynamic height is computed by dividing the NAVD 88
 NY0977.geopotential number by the normal gravity value computed on the
 NY0977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0977.degrees latitude (g = 980.6199 gals.).
 NY0977
 NY0977.The modeled gravity was interpolated from observed gravity values.
 NY0977
 NY0977;                    North         East     Units Scale Factor Converg.
 NY0977;SPC OR S     -    61,017.988 1,397,002.002   MT  1.00003361   -0 51 11.9
 NY0977;SPC OR S     -   200,190.25  4,583,339.90   iFT  1.00003361   -0 51 11.9
 NY0977;UTM  10      - 4,673,746.511   603,408.686   MT  0.99973157   +0 50 30.1
 NY0977
 NY0977!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NY0977!SPC OR S     -   0.99980751  x   1.00003361  =   0.99984112
 NY0977!UTM  10      -   0.99980751  x   0.99973157  =   0.99953914
 NY0977
 NY0977                          SUPERSEDED SURVEY CONTROL
 NY0977
 NY0977  NAD 83(1998)-  42 12 32.56871(N)    121 44 50.17194(W) AD(       ) B
 NY0977  ELLIP H (07/02/97) 1227.564  (m)                       GP(       ) 3 1
 NY0977  NAD 83(1991)-  42 12 32.56785(N)    121 44 50.17053(W) AD(       ) B
 NY0977  ELLIP H (02/25/91) 1227.633  (m)                       GP(       ) 4 1
 NY0977  NGVD 29 (08/24/95) 1249.16   (m)         4098.3    (f) LEVELING    3  
 NY0977
 NY0977.Superseded values are not recommended for survey control.
 NY0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0977.See file dsdata.txt to determine how the superseded data were derived.
 NY0977
 NY0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM0340973747(NAD 83)
 NY0977_MARKER: DD = SURVEY DISK
 NY0977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0977_SP_SET: CONCRETE POST
 NY0977_STAMPING: ALTAMONT
 NY0977_MARK LOGO: ORDT  
 NY0977_MAGNETIC: N = NO MAGNETIC MATERIAL
 NY0977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0977+STABILITY: SURFACE MOTION
 NY0977_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NY0977+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2006
 NY0977
 NY0977  HISTORY     - Date     Condition        Report By
 NY0977  HISTORY     - 1989     MONUMENTED       ORDT
 NY0977  HISTORY     - 19920806 GOOD             NGS
 NY0977  HISTORY     - 19941021 GOOD             NOS
 NY0977  HISTORY     - 19961113 GOOD             CHANCE
 NY0977  HISTORY     - 19970125 GOOD             NGS
 NY0977  HISTORY     - 19971113 GOOD             NGS
 NY0977  HISTORY     - 20020228 GOOD             ORTI
 NY0977  HISTORY     - 20030520 GOOD             ORTI
 NY0977  HISTORY     - 20060608 GOOD             NGS
 NY0977  HISTORY     - 20060701 GOOD             NGS
 NY0977
 NY0977                          STATION DESCRIPTION
 NY0977
 NY0977'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1989
 NY0977'THE STATION IS LOCATED IN KLAMATH FALLS AT THE FAIRGROUNDS IN THE NE
 NY0977'1/4 OF SECTION 3, T.39S.,R.9E.,W.M.
 NY0977'TO REACH FROM THE CITY HALL IN KLAMATH FALLS PROCEED SOUTHEAST ALONG
 NY0977'SOUTH FIFTH STREET AND SOUTH SIXTH STREET 3.52 KM (2.19 MI) TO ARTHUR
 NY0977'STREET, TURN LEFT NAD PROCEED NORTH ON ARTHUR STREET .16 KM
 NY0977'(0.10 MI) TO A PAVED ENTRANCE ROAD INTO THE KLAMATH COUNTY
 NY0977'FAIRGROUNDS, TURN RIGHT AND PROCEED EAST ON THE FAIRGROUNDS ENTRANCE
 NY0977'ROAD AND ITS EXTENSION APPROXIMATELY 375 FEET TO THE STATION.
 NY0977'THE STATION IS A STANDARD ORDOT PRIMARY GPS DISK SET INTO A CONCRETE
 NY0977'MONUMENT THAT IS 5 CM BELOW THE SURFACE OF THE GROUND.  IT IS 6.40 M
 NY0977'(21.00 FT) EAST OF THE CENTERLINE OF A PAVED ROADWAY AND 8.53 M
 NY0977'(27.99 FT) SOUTH OF A PAVED ROADWAY.  BOTH ROADS ARE ACCESS ROADS
 NY0977'WITHIN THE KLAMATH COUNTY FAIRGROUNDS.
 NY0977'DESCRIBED BY FRANCIS ROBERTS, KLAMATH COUNTY SURVEYOR.
 NY0977
 NY0977                          STATION RECOVERY (1992)
 NY0977
 NY0977'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 NY0977'STATION IS LOCATED IN THE SOUTHEAST SECTION OF KLAMATH FALLS, ON THE
 NY0977'WEST SIDE OF THE KLAMATH COUNTY FAIRGROUNDS, OUTSIDE THE PERIMETER
 NY0977'FENCE, JUST EAST OF THE ARTHUR STREET EXIT, ABOUT 75 M (246.1 FT)
 NY0977'SOUTHEAST OF THE SENIOR CITIZENS CENTER, AT JUNCTION OF PAVED
 NY0977'LANES. OWNERSHIP--KLAMATH COUNTY FAIRGROUNDS, 3531 SOUTH 6TH STREET,
 NY0977'KLAMATH FALLS, OR 97603.  MANAGER IS JOHN HANCOCK, PHONE
 NY0977'503-883-3796.
 NY0977'TO REACH FROM THE JUNCTION OF US HIGHWAY 97, STATE HIGHWAYS 66 AND 140
 NY0977'ON THE SOUTHWEST SIDE OF KLAMATH FALLS, GO EAST ON HIGHWAY 140 FOR
 NY0977'4.63 KM (2.88 MI) TO A PAVED CROSSROAD.  TURN LEFT, NORTH, ON
 NY0977'WASHBURN WAY FOR 4.17 KM (2.59 MI) TO A CROSS STREET.  TURN RIGHT,
 NY0977'SOUTHEAST, ON SOUTH 6TH STREET FOR 0.81 KM (0.50 MI) TO ARTHUR
 NY0977'STREET ON THE LEFT.  TURN LEFT, NORTH, ON ARTHUR STREET FOR 0.20 KM
 NY0977'(0.12 MI) TO A STREET RIGHT. TURN RIGHT, EAST, ON PAVED STREET FOR
 NY0977'0.11 KM (0.07 MI) TO A CROSS LANE AND STATION STRAIGHT AHEAD.
 NY0977'STATION MARK IS SET IN THE TOP OF A 30-CM ROUND CONCRETE POST 1 CM
 NY0977'BELOW GROUND LEVEL IN OPEN DEPRESSION.  IT IS ON THE EXTENDED CENTER
 NY0977'OF ROAD LEADING WEST TO ARTHUR STREET, 6.1 M (20.0 FT) EAST OF THE
 NY0977'LANE CENTER, 8.5 M (27.9 FT) SOUTHEAST OF THE CENTER OF A PAVED
 NY0977'LANE LEADING NORTHEAST TO GATE, 1.4 M (4.6 FT) SOUTHWEST OF A
 NY0977'SHORT FIBERGLASS WITNESS POST AT 1 M (3.3 FT) HIGH CONCRETE POST,
 NY0977'1.5 M (4.9 FT) NORTH-NORTHWEST OF A 1 M (3.3 FT) HIGH CONCRETE
 NY0977'POST, AND ON THE EAST SIDE OF A ROW OF LARGE BOULDERS.
 NY0977
 NY0977                          STATION RECOVERY (1994)
 NY0977
 NY0977'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (JFG)
 NY0977'RECOVERED AS DESCRIBED.
 NY0977
 NY0977                          STATION RECOVERY (1996)
 NY0977
 NY0977'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 NY0977'RECOVERED AS DESCRIBED BY NGS IN 1992.  ALTERNATE TO REACH FOLLOWS  TO
 NY0977'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 140 AND STATE
 NY0977'HIGHWAY 39 IN SOUTHEAST ALTAMONT, PROCEED WEST ON SH 39 (ALSO 6TH
 NY0977'STREET) 2.7 MILES (4.3 KM) TO THE FAIRGROUNDS ENTRANCE ON THE RIGHT,
 NY0977'TURN RIGHT AND PROCEED NORTH 0.2 MILES (0.3 KM) TO THE STATION ON THE
 NY0977'RIGHT IN THE SOUTHEAST QUADRANT OF THE INTERSECTION OF TWO LANES
 NY0977
 NY0977                          STATION RECOVERY (1997)
 NY0977
 NY0977'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JDR)
 NY0977'STATION IS LOCATED IN THE SOUTHEAST SECTION OF KLAMATH FALLS, ON THE
 NY0977'WEST SIDE OF THE KLAMATH COUNTY FAIRGROUNDS, OUTSIDE THE PERIMETER
 NY0977'FENCE, JUST EAST OF THE ARTHUR STREET EXIT, ABOUT 75 M (246.1 FT)
 NY0977'SOUTHEAST OF THE SENIOR CITIZENS CENTER, AT THE JUNCTION OF PAVED
 NY0977'LANES.  OWNERSHIP--KLAMATH COUNTY FAIRGROUNDS, 3531 SOUTH 6TH STREET,
 NY0977'KLAMATH FALLS, OR 97603.  MANAGER IS MR JOHN HANCOCK, PHONE
 NY0977'541-883-3796.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY
 NY0977'97, STATE HIGHWAYS 66 AND 140 ON THE SOUTHWEST SIDE OF KLAMATH FALLS,
 NY0977'GO EASTERLY ON HIGHWAY 140 FOR 4.63 KM (2.85 MI) TO A PAVED CROSSROAD.
 NY0977'TURN LEFT, NORTHERLY ON WASHBURN WAY FOR 4.17 KM (2.60 MI) TO THE
 NY0977'INTERSECTION OF 6TH STREET.  TURN RIGHT, SOUTHEASTERLY ON 6TH STREET
 NY0977'FOR 0.81 KM (0.50 MI) TO ARTHUR STREET ON THE LEFT.  TURN LEFT,
 NY0977'NORTHERLY ON ARTHUR STREET FOR 0.20 KM (0.10 MI) TO A STREET ON THE
 NY0977'RIGHT.  TURN RIGHT, EASTERLY ON THE PAVED STREET FOR 0.11 KM (0.05 MI)
 NY0977'TO A CROSS LANE AND THE STATION STRAIGHT AHEAD AND ON LINE WITH THE
 NY0977'EXTENDED CENTERLINE OF ARTHUR STREET.  THE STATION IS LOCATE 8.5 M
 NY0977'(27.9 FT) SOUTHEAST OF THE CENTER OF A PAVED LANE LEADING NORTHEAST TO
 NY0977'A GATE, 6.1 M (20.0 FT) EAST OF THE LANE CENTER, 1.4 M (4.6 FT)
 NY0977'SOUTHWEST OF A SHORT FIBERGLASS WITNESS POST AT A 1.0 M (3.3 FT) HIGH
 NY0977'CONCRETE POST, 1.5 M (4.9 FT) NORTH-NORTHWEST FROM A 1.0 M (3.3 FT)
 NY0977'HIGH CONCRETE POST, AND ON THE EAST SIDE OF A ROW OF LARGE BOULDERS.
 NY0977
 NY0977                          STATION RECOVERY (1997)
 NY0977
 NY0977'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JDR)
 NY0977'THE STATION IS LOCATED IN THE SOUTHEAST SECTION OF KLAMATH FALLS AND
 NY0977'WESTERN EDGE OF ALTAMONT, ON THE WEST SIDE OF THE KLAMATH COUNTY
 NY0977'FAIRGROUNDS, OUTSIDE THE PERIMETER FENCE, JUST EAST OF THE ARTHUR
 NY0977'STREET EXIT FROM THE FAIRGROUNDS, ABOUT 75 M (246.1 FT) SOUTHEAST OF
 NY0977'THE SENIOR CITIZENS CENTER, ON THE EAST SIDE OF A ROW OF BOULDERS IN
 NY0977'THE SOUTHEAST JUNCTION OF PAVED LANES.  OWNERSHIP--KLAMATH COUNTY
 NY0977'FAIRGROUNDS, 3531 SOUTH 6TH STREET, KLAMATH FALLS, OR 97603.  MANAGER
 NY0977'IS MR JOHN HANCOCK, PHONE 541-883-3796.  TO REACH THE STATION FROM THE
 NY0977'JUNCTION OF U.S. HIGHWAY 97 AND STATE HIGHWAYS 66 AND 140 ON THE
 NY0977'SOUTHWEST SIDE OF KLAMATH FALLS, GO EAST ON HIGHWAY 140 FOR 4.63 KM
 NY0977'(2.85 MI) TO THE INTERSECTION OF WASHBURN WAY.  TURN LEFT, NORTH, ON
 NY0977'WASHBURN WAY FOR 4.17 KM (2.60 MI) TO THE INTERSECTION OF 6TH STREET.
 NY0977'TURN RIGHT, SOUTHEAST, ON 6TH STREET FOR 0.81 KM (0.50 MI) TO ARTHUR
 NY0977'STREET ON THE LEFT.  TURN LEFT, NORTH, ON ARTHUR STREET FOR 0.20 KM
 NY0977'(0.10 MI) TO A STREET ON THE RIGHT.  TURN RIGHT, EAST, ON THE PAVED
 NY0977'STREET FOR 0.11 KM (0.05 MI) TO A CROSS LANE AND THE STATION STRAIGHT
 NY0977'AHEAD AND ON LINE WITH THE EXTENDED CENTER OF THE PAVED STREET.  THE
 NY0977'STATION IS AN OREGON PRIMARY GPS STATION DISK SET IN TOP OF A 30 CM
 NY0977'ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 8.5 M (27.9 FT)
 NY0977'SOUTHEAST FROM THE CENTER OF A PAVED DRIVE LEADING NORTHEAST TO A
 NY0977'GATE, 6.1 M (20.0 FT) EAST FROM THE CENTER OF THE NORTH-SOUTH LANE,
 NY0977'1.4 M (4.6 FT) SOUTHWEST FROM A SHORT FIBERGLAS WITNESS POST AT A 100
 NY0977'CM HIGH CONCRETE POST, AND 1.5 M (4.9 FT) NORTH-NORTHWEST FROM A 100
 NY0977'CM HIGH CONCRETE POST.
 NY0977
 NY0977                          STATION RECOVERY (2002)
 NY0977
 NY0977'RECOVERY NOTE BY OREGON TECHNICAL INSTITUTE 2002 (SND)
 NY0977'RECOVERED AS DESCRIBED
 NY0977' 
 NY0977'
 NY0977
 NY0977                          STATION RECOVERY (2003)
 NY0977
 NY0977'RECOVERY NOTE BY OREGON TECHNICAL INSTITUTE 2003 (DDF)
 NY0977'RECOVERED AS DESCRIBED
 NY0977'
 NY0977
 NY0977                          STATION RECOVERY (2006)
 NY0977
 NY0977'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (JMW)
 NY0977'RECOVERED AS DESCRIBED.
 NY0977
 NY0977                          STATION RECOVERY (2006)
 NY0977
 NY0977'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (TGW)
 NY0977'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2000 ***********************************************************************
 QE2000  DESIGNATION -  ALVERA
 QE2000  PID         -  QE2000
 QE2000  STATE/COUNTY-  OR/POLK
 QE2000  USGS QUAD   -  RICKREALL (1976)
 QE2000
 QE2000                         *CURRENT SURVEY CONTROL
 QE2000  ___________________________________________________________________
 QE2000* NAD 83(1991)-  44 52 58.36502(N)    123 11 08.39949(W)     ADJUSTED  
 QE2000* NAVD 88     -        51.     (meters)     167.     (feet)  VERTCON   
 QE2000  ___________________________________________________________________
 QE2000  LAPLACE CORR-          -6.51  (seconds)                    DEFLEC99
 QE2000  GEOID HEIGHT-         -22.54  (meters)                     GEOID03
 QE2000  HORZ ORDER  -  SECOND
 QE2000
 QE2000.The horizontal coordinates were established by classical geodetic methods
 QE2000.and adjusted by the National Geodetic Survey in October 1991.
 QE2000
 QE2000.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE2000.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE2000
 QE2000.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2000
 QE2000.The geoid height was determined by GEOID03.
 QE2000
 QE2000;                    North         East     Units Scale Factor Converg.
 QE2000;SPC OR N     -   138,673.310 2,287,871.548   MT  0.99990696   -1 54 16.7
 QE2000;SPC OR N     -   454,964.93  7,506,140.25   iFT  0.99990696   -1 54 16.7
 QE2000;UTM  10      - 4,969,956.660   485,336.856   MT  0.99960264   -0 07 51.7
 QE2000
 QE2000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2000!SPC OR N     -   0.99999553  x   0.99990696  =   0.99990249
 QE2000!UTM  10      -   0.99999553  x   0.99960264  =   0.99959818
 QE2000
 QE2000                          SUPERSEDED SURVEY CONTROL
 QE2000
 QE2000  NAD 83(1986)-  44 52 58.38991(N)    123 11 08.41561(W) AD(       ) 2
 QE2000  NAD 27      -  44 52 58.96065(N)    123 11 04.05977(W) AD(       ) 2
 QE2000  NGVD 29 (07/19/86)   50.     (m)          164.     (f) VERT ANG    3  
 QE2000
 QE2000.Superseded values are not recommended for survey control.
 QE2000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2000.See file dsdata.txt to determine how the superseded data were derived.
 QE2000
 QE2000_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ8533769957(NAD 83)
 QE2000
 QE2000  HISTORY     - Date     Condition        Report By
 QE2000  HISTORY     - 1972     MONUMENTED       OR-053
 QE2000  HISTORY     - 19961005 GOOD             USPSQD
 QE2000
 QE2000                          STATION DESCRIPTION
 QE2000
 QE2000'DESCRIBED BY POLK COUNTY OREGON 1972 (DB)
 QE2000'THE STATION IS LOCATED IN POLK COUNTY, OREGON, IN THE NORTHEAST
 QE2000'QUARTER OF THE NORTHWEST QUARTER OF SECTION 16, T. 8 S., R. 4 W.
 QE2000'
 QE2000'TO REACH THE STATION FROM THE INTERSECTION OF OREGON STATE
 QE2000'HIGHWAYS 99W AND 51, GO NORTHEAST ON OSH 51 FOR 4.6 MILES TO THE
 QE2000'INTERSECTION OF OSH 51 AND COUNTY ROAD 843.  THE STATION IS
 QE2000'APPROXIMATELY 150 FT. SOUTH OF SAID INTERSECTION AND ON THE RIGHT
 QE2000'SIDE (EAST) OF OSH 51.
 QE2000'
 QE2000'THE STATION IS A 12 IN CONCRETE MONUMENT WITH A POLK COUNTY BRASS
 QE2000'CAP STAMPED ALVERA 16BA 8 4 1972.  IT IS LOCATED 4 FEET SOUTH OF THE
 QE2000'SOUTH GATE POST, 2 FEET EAST OF THE FENCE AND 1.5 FEET SOUTH OF
 QE2000'THE WITNESS POST.
 QE2000'
 QE2000'R.M. 1 IS A 5/8 IN X 30 IN REBAR WITH A POLK COUNTY ALUMINUM
 QE2000'CAP SET FLUSH WITH THE GROUND.  THE MARK IS 11 FEET NORTH OF THE
 QE2000'NORTH GATE POST, 1 FOOT WEST OF THE FENCE, 1 FOOT EAST OF THE DITCH
 QE2000'AND 0.4 FEET SOUTH OF THE WITNESS POST.
 QE2000'
 QE2000'R.M. 2 IS A 5/8 IN X 30 IN REBAR WITH A POLK COUNTY ALUMINUM
 QE2000'CAP SET FLUSH WITH THE GROUND AT THE TOP OF THE DITCH BACKSLOPE 0.5
 QE2000'FEET WEST OF THE FENCE AND 23.7 FEET SOUTH OF THE SOUTH GATE POST
 QE2000'OF THE FIELD ENTRANCE.
 QE2000'
 QE2000'HEIGHT OF LIGHT ABOVE STATION MARK 2.93 METERS.
 QE2000
 QE2000                          STATION RECOVERY (1996)
 QE2000
 QE2000'RECOVERY NOTE BY US POWER SQUADRON 1996
 QE2000'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0250 ***********************************************************************
 NX0250  DESIGNATION -  ALVORD
 NX0250  PID         -  NX0250
 NX0250  STATE/COUNTY-  OR/HARNEY
 NX0250  USGS QUAD   -  FIELDS (1980)
 NX0250
 NX0250                         *CURRENT SURVEY CONTROL
 NX0250  ___________________________________________________________________
 NX0250* NAD 83(1991)-  42 20 50.62147(N)    118 42 11.18931(W)     ADJUSTED  
 NX0250* NAVD 88     -      2175.8    (meters)    7138.     (feet)  VERTCON   
 NX0250  ___________________________________________________________________
 NX0250  LAPLACE CORR-          -5.97  (seconds)                    DEFLEC99
 NX0250  GEOID HEIGHT-         -19.43  (meters)                     GEOID03
 NX0250  HORZ ORDER  -  FIRST
 NX0250
 NX0250.The horizontal coordinates were established by classical geodetic methods
 NX0250.and adjusted by the National Geodetic Survey in October 1991.
 NX0250
 NX0250.The NAVD 88 height was computed by applying the VERTCON shift value to
 NX0250.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NX0250
 NX0250.The Laplace correction was computed from DEFLEC99 derived deflections.
 NX0250
 NX0250.The geoid height was determined by GEOID03.
 NX0250
 NX0250;                    North         East     Units Scale Factor Converg.
 NX0250;SPC OR S     -    77,206.997 1,648,049.498   MT  0.99999649   +1 13 45.6
 NX0250;SPC OR S     -   253,303.80  5,406,986.54   iFT  0.99999649   +1 13 45.6
 NX0250;UTM  11      - 4,689,752.902   359,720.454   MT  0.99984212   -1 08 50.8
 NX0250
 NX0250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NX0250!SPC OR S     -   0.99966192  x   0.99999649  =   0.99965841
 NX0250!UTM  11      -   0.99966192  x   0.99984212  =   0.99950409
 NX0250
 NX0250|---------------------------------------------------------------------|
 NX0250| PID    Reference Object                     Distance      Geod. Az  |
 NX0250|                                                           dddmmss.s |
 NX0250| CD5782 ALVORD RM 1                          10.816 METERS 12426     |
 NX0250| CD5783 ALVORD RM 2                           6.027 METERS 28243     |
 NX0250| NX0257 THREE MILE                          APPROX.21.3 KM 3215934.7 |
 NX0250|---------------------------------------------------------------------|
 NX0250
 NX0250                          SUPERSEDED SURVEY CONTROL
 NX0250
 NX0250  NAD 83(1986)-  42 20 50.62689(N)    118 42 11.18894(W) AD(       ) 1
 NX0250  NAD 27      -  42 20 51.01800(N)    118 42 07.52900(W) AD(       ) 1
 NX0250  NGVD 29 (07/19/86) 2174.6    (m)         7135.     (f) VERT ANG    3  
 NX0250
 NX0250.Superseded values are not recommended for survey control.
 NX0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NX0250.See file dsdata.txt to determine how the superseded data were derived.
 NX0250
 NX0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG5972089753(NAD 83)
 NX0250_MARKER: DS = TRIANGULATION STATION DISK
 NX0250_SETTING: 66 = SET IN ROCK OUTCROP
 NX0250
 NX0250  HISTORY     - Date     Condition        Report By
 NX0250  HISTORY     - 1938     MONUMENTED       CGS
 NX0250
 NX0250                          STATION DESCRIPTION
 NX0250
 NX0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (ACT)
 NX0250'STATION IS LOCATED ON THE HIGHEST AND MOST SOUTHEASTERLY PEAK OF
 NX0250'A ROCKY RIDGE EXTENDING N AND S.  THIS IS THE APPARENT S END OF
 NX0250'STEEN RANGE OF MOUNTAINS.  PEAK IS A SHARP CONE WITH CLIFFS ON
 NX0250'THE E SIDE AND A STEEP SLOPE ON THE W SIDE.  THERE IS A ROUND TOP
 NX0250'PEAK ABOUT 1 MILE SW AND SLIGHTLY LOWER.
 NX0250'
 NX0250'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE IN
 NX0250'OUTCROPPING BEDROCK AS DESCRIBED.  REFERENCE MARKS ARE
 NX0250'STANDARD BRONZE DISKS IN OUTCROPPING BEDROCK AS DESCRIBED.
 NX0250'
 NX0250'STATION CAN BE REACHED TWO WAYS, FROM THE E SIDE AND W SIDE OF
 NX0250'THE MOUNTAIN.  THE W SIDE IS AN EASIER PACK BUT LONGER DRIVE
 NX0250'TO STATION.  BOTH DESCRIPTIONS ARE AS FOLLOWS--TO REACH STATION
 NX0250'FROM THE E SIDE FROM FIELDS POST OFFICE GO N ON THE ANDREWS ROAD
 NX0250'5.8 MILES.  TURN LEFT, W, ONTO A SIDE ROAD AND GO 1.3 MILES TO A
 NX0250'WIRE GATE.  TURN, PASS THROUGH GATE AND TAKE LEFT FORK AND GO
 NX0250'0.2 MILE TO END OF ROAD AT A SMALL CREEK, AND END OF TRUCK
 NX0250'TRAVEL.  GOOD WATER AND CAMP SITE AT END OF TRUCK TRAVEL.
 NX0250'FROM END OF TRUCK TRAVEL CONTINUE UP STREAM ABOUT 0.25 MILE TO
 NX0250'ANOTHER FENCE.  START BEARING LEFT FROM THIS GATE TO TOP OF
 NX0250'RIDGE, THENCE W UP STEEP RIDGE TO A SLIGHT GAP ON THE N SIDE OF
 NX0250'THE PEAK.  PASS THROUGH THIS GAP AND GO TO TOP OF MAIN RIDGE,
 NX0250'THEN BEAR LEFT, S AND E TO TOP OF PEAK AND STATION.  THIS PACK
 NX0250'IS VERY STEEP AND CARE SHOULD BE TAKEN.
 NX0250'
 NX0250'TO REACH STATION FROM THE W SIDE GO WNW FROM FIELDS POST OFFICE
 NX0250'ON THE FIELDS-BLITZEN-FRENCHGLEN ROAD FOR 15.0 MILES TO A SIGN
 NX0250'ON RIGHT SIDE OF ROAD READING BURNS 107 - BLITZEN 22 - DENIO
 NX0250'36 - FIELDS 14.  CONTINUE STRAIGHT AHEAD FOR 0.3 MILE TO A FORK
 NX0250'AT SIGN ON RIGHT SIDE OF ROAD READING BURNS 107 - BLITZEN 22,
 NX0250'TAKE RIGHT FORK ON HOME CREEK ROAD FOR 2.3 MILES TO A FORK.  TAKE
 NX0250'RIGHT FORK N FOR 0.1 MILE TO ANOTHER FORK.  TAKE RIGHT FORK
 NX0250'FOR 2.6 MILES TO ANOTHER FORK.  TAKE LEFT FORK AND DRIVE 2.0
 NX0250'MILES TO ANOTHER FORK.  TAKE RIGHT FORK AND DRIVE 1.9 MILES TO
 NX0250'ANOTHER FORK.  TURN SHARP, RIGHT, E, AND FOLLOW ROAD FOR 1.4
 NX0250'MILES TO A GATE.  PASS THROUGH GATE AND DRIVE 0.1 MILE TO A
 NX0250'STONE HOUSE AND CORRAL AT RIGHT.  PASS THROUGH GATE ON THE N
 NX0250'SIDE OF CORRAL AND DRIVE FOR 0.4 MILE ON DIM TRACK ROAD TO
 NX0250'ANOTHER GATE.  PASS THROUGH GATE AND TURN RIGHT, SW AND
 NX0250'FOLLOW FENCE LINE REMAINING ON RIGHT SIDE OF WASH FOR 0.6
 NX0250'MILE.  TURN RIGHT, CROSS WASH AND GO 0.3 MILE TO BASE OF RIDGE
 NX0250'AND END OF TRUCK TRAVEL.  PACK N AND E TO TOP OF MOUNTAIN AND
 NX0250'STATION.  A 2-1/2 HOUR PACK.
 NX0250'
 NX0250'STATION MARK IS A STANDARD DISK SET IN THE TOP OF A LARGE SOLID
 NX0250'BOULDER STAMPED ALVORD 1935.
 NX0250'
 NX0250'REFERENCE MARKS ARE STANDARD DISKS SET IN SOLID ROCK STAMPED
 NX0250'ALVORD NO. 1, 1935 AND ALVORD NO. 2, 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0012 ***********************************************************************
 PA0012  DESIGNATION -  AM 313
 PA0012  PID         -  PA0012
 PA0012  STATE/COUNTY-  OR/HARNEY
 PA0012  USGS QUAD   -  DREWSEY (1990)
 PA0012
 PA0012                         *CURRENT SURVEY CONTROL
 PA0012  ___________________________________________________________________
 PA0012* NAD 83(1986)-  43 45 18.     (N)    118 26 25.     (W)     SCALED    
 PA0012* NAVD 88     -      1119.384  (meters)    3672.51   (feet)  ADJUSTED  
 PA0012  ___________________________________________________________________
 PA0012  GEOID HEIGHT-         -18.43  (meters)                     GEOID03
 PA0012  DYNAMIC HT  -        1118.904 (meters)    3670.94  (feet)  COMP
 PA0012  MODELED GRAV-     980,152.2   (mgal)                       NAVD 88
 PA0012
 PA0012  VERT ORDER  -  FIRST     CLASS II
 PA0012
 PA0012.The horizontal coordinates were scaled from a topographic map and have
 PA0012.an estimated accuracy of +/- 6 seconds.
 PA0012
 PA0012.The orthometric height was determined by differential leveling
 PA0012.and adjusted in June 1991.
 PA0012
 PA0012.The geoid height was determined by GEOID03.
 PA0012
 PA0012.The dynamic height is computed by dividing the NAVD 88
 PA0012.geopotential number by the normal gravity value computed on the
 PA0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0012.degrees latitude (g = 980.6199 gals.).
 PA0012
 PA0012.The modeled gravity was interpolated from observed gravity values.
 PA0012
 PA0012;                    North         East    Units  Estimated Accuracy
 PA0012;SPC OR S     -   234,020.    1,665,860.      MT  (+/- 180 meters Scaled)
 PA0012
 PA0012                          SUPERSEDED SURVEY CONTROL
 PA0012
 PA0012  NGVD 29 (??/??/92) 1118.262  (m)         3668.83   (f) ADJ UNCH    1 2
 PA0012
 PA0012.Superseded values are not recommended for survey control.
 PA0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0012.See file dsdata.txt to determine how the superseded data were derived.
 PA0012
 PA0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ840456(NAD 83)
 PA0012_MARKER: DD = SURVEY DISK
 PA0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PA0012_STAMPING: SEE TEXT
 PA0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0012+STABILITY: SURFACE MOTION
 PA0012
 PA0012  HISTORY     - Date     Condition        Report By
 PA0012  HISTORY     - 1935     MONUMENTED       ORDT
 PA0012  HISTORY     - 1943     GOOD             NGS
 PA0012
 PA0012                          STATION DESCRIPTION
 PA0012
 PA0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PA0012'21.3 MI W FROM JUNTURA.
 PA0012'ALONG U.S. HIGHWAY 20, 21.3 MILES WEST OF JUNTURA AND 36.85 MILES EAST
 PA0012'OF THE POST OFFICE AT BURNS, 97.8 FEET NORTH OF THE HIGHWAY CENTER
 PA0012'LINE, AT THE TOP OF A LOW RIDGE.  STAMPED A M 313 1935 3669 590 PLUS
 PA0012'54.8 B.R. 590 PLUS 61.0 AH. P.T. 44.93.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0921 ***********************************************************************
 QE0921  DESIGNATION -  AMA
 QE0921  PID         -  QE0921
 QE0921  STATE/COUNTY-  OR/LANE
 QE0921  USGS QUAD   -  EUGENE EAST (1986)
 QE0921
 QE0921                         *CURRENT SURVEY CONTROL
 QE0921  ___________________________________________________________________
 QE0921* NAD 83(1986)-  44 02 55.     (N)    123 01 09.     (W)     SCALED    
 QE0921* NAVD 88     -       139.565  (meters)     457.89   (feet)  ADJUSTED  
 QE0921  ___________________________________________________________________
 QE0921  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 QE0921  DYNAMIC HT  -         139.543 (meters)     457.82  (feet)  COMP
 QE0921  MODELED GRAV-     980,460.6   (mgal)                       NAVD 88
 QE0921
 QE0921  VERT ORDER  -  FIRST     CLASS II
 QE0921
 QE0921.The horizontal coordinates were scaled from a topographic map and have
 QE0921.an estimated accuracy of +/- 6 seconds.
 QE0921
 QE0921.The orthometric height was determined by differential leveling
 QE0921.and adjusted in June 1991.
 QE0921
 QE0921.The geoid height was determined by GEOID03.
 QE0921
 QE0921.The dynamic height is computed by dividing the NAVD 88
 QE0921.geopotential number by the normal gravity value computed on the
 QE0921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0921.degrees latitude (g = 980.6199 gals.).
 QE0921
 QE0921.The modeled gravity was interpolated from observed gravity values.
 QE0921
 QE0921;                    North         East    Units  Estimated Accuracy
 QE0921;SPC OR S     -   267,640.    1,298,140.      MT  (+/- 180 meters Scaled)
 QE0921
 QE0921                          SUPERSEDED SURVEY CONTROL
 QE0921
 QE0921  NGVD 29 (??/??/92)  138.464  (m)          454.28   (f) ADJ UNCH    1 2
 QE0921
 QE0921.Superseded values are not recommended for survey control.
 QE0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0921.See file dsdata.txt to determine how the superseded data were derived.
 QE0921
 QE0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP984772(NAD 83)
 QE0921_MARKER: R = RIVET
 QE0921_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QE0921_SP_SET: CURB
 QE0921_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0921
 QE0921  HISTORY     - Date     Condition        Report By
 QE0921  HISTORY     - UNK      MONUMENTED       DOD
 QE0921  HISTORY     - 1943     GOOD             NGS
 QE0921  HISTORY     - 1987     MARK NOT FOUND   NGS
 QE0921  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 QE0921
 QE0921                          STATION DESCRIPTION
 QE0921
 QE0921'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QE0921'IN SPRINGFIELD.
 QE0921'AT SPRINGFIELD, IN THE SOUTHWEST CORNER FORMED BY INTERSECTION OF
 QE0921'FIFTH AND C STREETS, ON THE CURB ALONG THE WEST SIDE OF FIFTH STREET,
 QE0921'32.5 FEET SOUTH OF CENTER-LINE OF C STREET, 2.1 FEET SOUTH OF SOUTH
 QE0921'EDGE OF SIDEWALK ALONG FIFTH STREET, A MONEL RIVET WITH A CROSS CUT IN
 QE0921'THE TOP.
 QE0921
 QE0921                          STATION RECOVERY (1987)
 QE0921
 QE0921'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE0921'THERE IS A NEW CURB AT THIS LOCATION.
 QE0921
 QE0921                          STATION RECOVERY (1989)
 QE0921
 QE0921'RECOVERY NOTE BY US POWER SQUADRON 1989 (SEM)
 QE0921'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2098 ***********************************************************************
 QE2098  DESIGNATION -  AMATO
 QE2098  PID         -  QE2098
 QE2098  STATE/COUNTY-  OR/POLK
 QE2098  USGS QUAD   -  AIRLIE NORTH (1974)
 QE2098
 QE2098                         *CURRENT SURVEY CONTROL
 QE2098  ___________________________________________________________________
 QE2098* NAD 83(1991)-  44 49 02.74694(N)    123 21 35.12090(W)     ADJUSTED  
 QE2098* NAVD 88     -        94.     (meters)     308.     (feet)  VERTCON   
 QE2098  ___________________________________________________________________
 QE2098  LAPLACE CORR-          -9.03  (seconds)                    DEFLEC99
 QE2098  GEOID HEIGHT-         -22.02  (meters)                     GEOID03
 QE2098  HORZ ORDER  -  SECOND
 QE2098
 QE2098.The horizontal coordinates were established by classical geodetic methods
 QE2098.and adjusted by the National Geodetic Survey in October 1991.
 QE2098
 QE2098.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE2098.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE2098
 QE2098.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2098
 QE2098.The geoid height was determined by GEOID03.
 QE2098
 QE2098;                    North         East     Units Scale Factor Converg.
 QE2098;SPC OR N     -   131,877.102 2,273,869.228   MT  0.99991328   -2 01 41.2
 QE2098;SPC OR N     -   432,667.66  7,460,200.88   iFT  0.99991328   -2 01 41.2
 QE2098;UTM  10      - 4,962,732.423   471,555.837   MT  0.99960995   -0 15 12.9
 QE2098
 QE2098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2098!SPC OR N     -   0.99998871  x   0.99991328  =   0.99990199
 QE2098!UTM  10      -   0.99998871  x   0.99960995  =   0.99959867
 QE2098
 QE2098                          SUPERSEDED SURVEY CONTROL
 QE2098
 QE2098  NAD 83(1986)-  44 49 02.77281(N)    123 21 35.13826(W) AD(       ) 2
 QE2098  NAD 27      -  44 49 03.34657(N)    123 21 30.76978(W) AD(       ) 2
 QE2098  NGVD 29 (07/19/86)   93.     (m)          305.     (f) VERT ANG    3  
 QE2098
 QE2098.Superseded values are not recommended for survey control.
 QE2098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2098.See file dsdata.txt to determine how the superseded data were derived.
 QE2098
 QE2098_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ7155662732(NAD 83)
 QE2098
 QE2098  HISTORY     - Date     Condition        Report By
 QE2098  HISTORY     - 1973     MONUMENTED       OR-053
 QE2098
 QE2098                          STATION DESCRIPTION
 QE2098
 QE2098'DESCRIBED BY POLK COUNTY OREGON 1973 (RB)
 QE2098'THE STATION IS LOCATED IN POLK COUNTY, OREGON, IN THE NORTHEAST
 QE2098'QUARTER OF THE SOUTHEAST QUARTER OF SECTION 1, TOWNSHIP 9 SOUTH,
 QE2098'RANGE 6 WEST OF THE WILLAMETTE MERIDIAN.
 QE2098'
 QE2098'TO REACH THE STATION FROM THE INTERSECTION OF MAIN AND WASHINGTON
 QE2098'STREETS IN DALLAS.  GO WEST ON WASHINGTON AND SOUTH ON OSH 223 FOR
 QE2098'7.35 MILES.  TURN LEFT (EAST) ON COUNTY ROAD M-8.  GO 1.20
 QE2098'MILES.  THE STATION IS ON THE LEFT (EAST) SIDE OF THE ROAD.
 QE2098'
 QE2098'THE STATION IS A POLK COUNTY BRASS CAP SET IN CONCRETE FLUSH WITH
 QE2098'THE GROUND STAMPED AMATO 1972, WITH A 5/8 IN X 30 IN REBAR WITH
 QE2098'ALUMINUM CAP UNDERGROUND STATION.
 QE2098'
 QE2098'R.M. 1 IS A 5/8 IN X 30 IN REBAR WITH ALUMINUM CAP 12 FEET EAST
 QE2098'OF THE COUNTY ROAD.
 QE2098'
 QE2098'R.M. 2 IS A 5/8 IN X 30 IN REBAR WITH ALUMINUM CAP 10 FEET SOUTH
 QE2098'OF A PRIVATE DRIVEWAY AND 12 FEET WEST OF THE COUNTY ROAD.
 QE2098'
 QE2098'HEIGHT OF LIGHT ABOVE STATION MARK 1.91 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2219 ***********************************************************************
 QE2219  DESIGNATION -  AMAZON
 QE2219  PID         -  QE2219
 QE2219  STATE/COUNTY-  OR/LANE
 QE2219  USGS QUAD   -  EUGENE WEST (1986)
 QE2219
 QE2219                         *CURRENT SURVEY CONTROL
 QE2219  ___________________________________________________________________
 QE2219* NAD 83(1991)-  44 02 46.95263(N)    123 07 40.05577(W)     ADJUSTED  
 QE2219* NAVD 88     -       126.0    (meters)     413.     (feet)  VERTCON   
 QE2219  ___________________________________________________________________
 QE2219  LAPLACE CORR-          -2.75  (seconds)                    DEFLEC99
 QE2219  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 QE2219  HORZ ORDER  -  SECOND
 QE2219
 QE2219.The horizontal coordinates were established by classical geodetic methods
 QE2219.and adjusted by the National Geodetic Survey in October 1991.
 QE2219
 QE2219.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE2219.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE2219
 QE2219.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2219
 QE2219.The geoid height was determined by GEOID03.
 QE2219
 QE2219;                    North         East     Units Scale Factor Converg.
 QE2219;SPC OR S     -   267,660.483 1,289,430.949   MT  1.00001212   -1 47 52.1
 QE2219;SPC OR S     -   878,151.19  4,230,416.50   iFT  1.00001212   -1 47 52.1
 QE2219;UTM  10      - 4,877,031.650   489,762.272   MT  0.99960129   -0 05 19.8
 QE2219
 QE2219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2219!SPC OR S     -   0.99998388  x   1.00001212  =   0.99999600
 QE2219!UTM  10      -   0.99998388  x   0.99960129  =   0.99958518
 QE2219
 QE2219:                Primary Azimuth Mark                     Grid Az
 QE2219:SPC OR S     -  SKINNER 2                                063 47 57.0
 QE2219:UTM  10      -  SKINNER 2                                062 05 24.7
 QE2219
 QE2219|---------------------------------------------------------------------|
 QE2219| PID    Reference Object                     Distance      Geod. Az  |
 QE2219|                                                           dddmmss.s |
 QE2219| QE2200 SKINNER 2                           APPROX. 2.9 KM 0620004.9 |
 QE2219| CD9518 AMAZON RM 1                                        22237     |
 QE2219| CD9519 AMAZON RM 2                                        28011     |
 QE2219|---------------------------------------------------------------------|
 QE2219
 QE2219                          SUPERSEDED SURVEY CONTROL
 QE2219
 QE2219  NAD 83(1986)-  44 02 46.96758(N)    123 07 40.08242(W) AD(       ) 2
 QE2219  NAD 27      -  44 02 47.51910(N)    123 07 35.76443(W) AD(       ) 2
 QE2219  NGVD 29 (07/19/86)  124.9    (m)          410.     (f) VERT ANG    3  
 QE2219
 QE2219.Superseded values are not recommended for survey control.
 QE2219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2219.See file dsdata.txt to determine how the superseded data were derived.
 QE2219
 QE2219_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP8976277032(NAD 83)
 QE2219_MARKER: DD = SURVEY DISK
 QE2219_SETTING: 0 = UNSPECIFIED SETTING
 QE2219_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QE2219+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2007
 QE2219
 QE2219  HISTORY     - Date     Condition        Report By
 QE2219  HISTORY     - 1970     MONUMENTED       OR-039
 QE2219  HISTORY     - 20070322 GOOD             GEOCAC
 QE2219
 QE2219                          STATION DESCRIPTION
 QE2219
 QE2219'DESCRIBED BY LANE COUNTY OREGON 1970 (FLI)
 QE2219'THE STATION IS LOCATED IN THE SOUTHWEST PART OF EUGENE AND ON A
 QE2219'BRIDGE OVER AMAZON CREEK.
 QE2219'
 QE2219'TO REACH THE STATION FROM THE INTERSECTION OF 11TH AVENUE AND
 QE2219'WILLAMETTE STREET IN EUGENE, GO WEST ON 11TH AVENUE FOR 1.7 MILES
 QE2219'TO A SIDE STREET LEFT.  TURN LEFT AND GO SOUTH ON CITY VIEW STREET
 QE2219'FOR 0.1 MILE TO A BRIDGE AND THE STATION.
 QE2219'
 QE2219'THE STATION MARK, STAMPED AMAZON 1969, IS A LANE COUNTY DISK
 QE2219'CEMENTED IN A DRILL HOLE IN THE EAST SIDEWALK OF THE BRIDGE.  IT IS
 QE2219'25 FEET EAST OF THE CENTER OF THE STREET AND 3 FEET WEST OF THE
 QE2219'EAST GUARD FENCE OF THE BRIDGE.
 QE2219'
 QE2219'REFERENCE MARK NO. 1 IS A CENTER-PUNCHED LEAD PLUG SET IN THE WEST
 QE2219'SIDEWALK OF THE BRIDGE.  IT IS 26 FEET WEST OF THE CENTER OF THE
 QE2219'STREET, 3 FEET NORTH OF THE SOUTH END OF THE BRIDGE AND 2 FEET EAST
 QE2219'OF THE WEST GUARD FENCE.
 QE2219'
 QE2219'REFERENCE MARK NO. 2 IS A CENTER-PUNCHED LEAD PLUG SET IN THE WEST
 QE2219'SIDEWALK OF THE BRIDGE.  IT IS 25 FEET WEST OF THE CENTER OF THE
 QE2219'STREET, 3 FEET SOUTH OF THE NORTH END OF THE BRIDGE AND 3 FEET EAST
 QE2219'OF THE WEST GUARD FENCE.
 QE2219'
 QE2219'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION.
 QE2219
 QE2219                          STATION RECOVERY (2007)
 QE2219
 QE2219'RECOVERY NOTE BY GEOCACHING 2007 (ADS)
 QE2219'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1715 ***********************************************************************
 RD1715  DESIGNATION -  AMI SAT E 1
 RD1715  PID         -  RD1715
 RD1715  STATE/COUNTY-  OR/YAMHILL
 RD1715  USGS QUAD   -  AMITY (1993)
 RD1715
 RD1715                         *CURRENT SURVEY CONTROL
 RD1715  ___________________________________________________________________
 RD1715* NAD 83(1991)-  45 06 51.00329(N)    123 11 26.96287(W)     ADJUSTED  
 RD1715* NAVD 88     -        52.     (meters)     171.     (feet)  VERTCON   
 RD1715  ___________________________________________________________________
 RD1715  LAPLACE CORR-          -8.52  (seconds)                    DEFLEC99
 RD1715  GEOID HEIGHT-         -22.16  (meters)                     GEOID03
 RD1715  HORZ ORDER  -  SECOND
 RD1715
 RD1715.The horizontal coordinates were established by classical geodetic methods
 RD1715.and adjusted by the National Geodetic Survey in October 1991.
 RD1715
 RD1715.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD1715.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD1715
 RD1715.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1715
 RD1715.The geoid height was determined by GEOID03.
 RD1715
 RD1715;                    North         East     Units Scale Factor Converg.
 RD1715;SPC OR N     -   164,373.514 2,288,320.247   MT  0.99989503   -1 54 29.9
 RD1715;SPC OR N     -   539,283.18  7,507,612.36   iFT  0.99989503   -1 54 29.9
 RD1715;UTM  10      - 4,995,650.808   484,990.125   MT  0.99960277   -0 08 06.7
 RD1715
 RD1715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1715!SPC OR N     -   0.99999532  x   0.99989503  =   0.99989035
 RD1715!UTM  10      -   0.99999532  x   0.99960277  =   0.99959809
 RD1715
 RD1715:                Primary Azimuth Mark                     Grid Az
 RD1715:SPC OR N     -  AMI SAT E 1 AZ MK                        275 02 56.3
 RD1715:UTM  10      -  AMI SAT E 1 AZ MK                        273 16 33.1
 RD1715
 RD1715|---------------------------------------------------------------------|
 RD1715| PID    Reference Object                     Distance      Geod. Az  |
 RD1715|                                                           dddmmss.s |
 RD1715| DD9318 AMI SAT E 1 AZ MK                                  2730826.4 |
 RD1715|---------------------------------------------------------------------|
 RD1715
 RD1715                          SUPERSEDED SURVEY CONTROL
 RD1715
 RD1715  NAD 83(1986)-  45 06 51.02838(N)    123 11 26.97543(W) AD(       ) 2
 RD1715  NAD 27      -  45 06 51.60701(N)    123 11 22.60455(W) AD(       ) 2
 RD1715  NGVD 29 (07/19/86)   51.     (m)          167.     (f) VERT ANG    3  
 RD1715
 RD1715.Superseded values are not recommended for survey control.
 RD1715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1715.See file dsdata.txt to determine how the superseded data were derived.
 RD1715
 RD1715_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ8499095651(NAD 83)
 RD1715_MARKER: Z = SEE DESCRIPTION
 RD1715_SETTING: 0 = UNSPECIFIED SETTING
 RD1715
 RD1715  HISTORY     - Date     Condition        Report By
 RD1715  HISTORY     - 1972     MONUMENTED       OR-071
 RD1715
 RD1715                          STATION DESCRIPTION
 RD1715
 RD1715'DESCRIBED BY YAMHILL COUNTY OREGON 1972 (HEC)
 RD1715'THE STATION IS LOCATED 1.0 MILE EAST OF AMITY AND SOUTH 7.0 MILES
 RD1715'FROM MC MINNVILLE AND AT THE INTERSECTION WITH COUNTY ROAD 455 AND
 RD1715'STATE HIGHWAY 153 AND IN THE NORTHWEST 1/4 OF SECTION 28, T5S, R4W,
 RD1715'OF THE WILLAMETTE MERIDIAN.
 RD1715'
 RD1715'TO REACH FROM THE CITY HALL IN AMITY, GO SOUTH ON STATE HIGHWAY
 RD1715'99 WEST, 0.15 MILE TO INTERSECTION, TURN LEFT, (EAST) ON STATE
 RD1715'HIGHWAY 153, (NURSERY STREET), GO 0.80 MILE TO INTERSECTION WITH
 RD1715'MARKET ROAD 455, (BETHEL ROAD), RUNS SOUTH.  THE STATION IS ON THE
 RD1715'WEST RIGHT OF WAY OF THE COUNTY ROAD.
 RD1715'
 RD1715'THE STATION MARK IS A BRASS DISK STAMPED AMI-SAT E-1, YAMHILL CO.,
 RD1715'1972, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE MONUMENT
 RD1715'THAT IS FLUSH WITH THE GROUND.  IT IS 30 FEET FROM THE CENTER OF
 RD1715'THE COUNTY ROAD, AND 35 FEET FROM THE CENTER OF THE HIGHWAY, IT IS
 RD1715'S45 DEG E, 20 FEET FROM A METAL WITNESS POST AND S45 DEG E 7.0
 RD1715'FEET FROM A POWER POLE.  AN UNDERGROUND MARK IS 40 INCHES BELOW
 RD1715'THE GROUND SURFACE.
 RD1715'
 RD1715'THE AZIMUTH MARK IS A BRASS DISK STAMPED E-1 AZ MARK, YAMHILL CO.,
 RD1715'1972, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE MONUMENT,
 RD1715'FLUSH WITH THE GROUND SURFACE.  IT IS 20 FEET FROM THE ROAD CENTER
 RD1715'AND 8 FEET EAST OF A POWER POLE.
 RD1715'
 RD1715'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON THE STATE
 RD1715'HIGHWAY 153, 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1716 ***********************************************************************
 RD1716  DESIGNATION -  AMI SAT E 2
 RD1716  PID         -  RD1716
 RD1716  STATE/COUNTY-  OR/YAMHILL
 RD1716  USGS QUAD   -  AMITY (1993)
 RD1716
 RD1716                         *CURRENT SURVEY CONTROL
 RD1716  ___________________________________________________________________
 RD1716* NAD 83(1991)-  45 07 26.42381(N)    123 13 02.10992(W)     ADJUSTED  
 RD1716* NAVD 88     -        50.     (meters)     164.     (feet)  VERTCON   
 RD1716  ___________________________________________________________________
 RD1716  LAPLACE CORR-          -8.89  (seconds)                    DEFLEC99
 RD1716  GEOID HEIGHT-         -22.05  (meters)                     GEOID03
 RD1716  HORZ ORDER  -  SECOND
 RD1716
 RD1716.The horizontal coordinates were established by classical geodetic methods
 RD1716.and adjusted by the National Geodetic Survey in October 1991.
 RD1716
 RD1716.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD1716.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD1716
 RD1716.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1716
 RD1716.The geoid height was determined by GEOID03.
 RD1716
 RD1716;                    North         East     Units Scale Factor Converg.
 RD1716;SPC OR N     -   165,535.822 2,286,278.637   MT  0.99989489   -1 55 37.3
 RD1716;SPC OR N     -   543,096.53  7,500,914.16   iFT  0.99989489   -1 55 37.3
 RD1716;UTM  10      - 4,996,749.068   482,914.135   MT  0.99960359   -0 09 14.2
 RD1716
 RD1716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1716!SPC OR N     -   0.99999561  x   0.99989489  =   0.99989050
 RD1716!UTM  10      -   0.99999561  x   0.99960359  =   0.99959921
 RD1716
 RD1716:                Primary Azimuth Mark                     Grid Az
 RD1716:SPC OR N     -  AMI SAT E 2 AZ MK                        138 02 05.0
 RD1716:UTM  10      -  AMI SAT E 2 AZ MK                        136 15 41.9
 RD1716
 RD1716|---------------------------------------------------------------------|
 RD1716| PID    Reference Object                     Distance      Geod. Az  |
 RD1716|                                                           dddmmss.s |
 RD1716| DD9319 AMI SAT E 2 AZ MK                                  1360627.7 |
 RD1716|---------------------------------------------------------------------|
 RD1716
 RD1716                          SUPERSEDED SURVEY CONTROL
 RD1716
 RD1716  NAD 83(1986)-  45 07 26.44927(N)    123 13 02.12194(W) AD(       ) 2
 RD1716  NAD 27      -  45 07 27.02884(N)    123 12 57.74812(W) AD(       ) 2
 RD1716  NGVD 29 (07/19/86)   49.     (m)          161.     (f) VERT ANG    3  
 RD1716
 RD1716.Superseded values are not recommended for survey control.
 RD1716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1716.See file dsdata.txt to determine how the superseded data were derived.
 RD1716
 RD1716_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ8291496749(NAD 83)
 RD1716_MARKER: Z = SEE DESCRIPTION
 RD1716_SETTING: 0 = UNSPECIFIED SETTING
 RD1716
 RD1716  HISTORY     - Date     Condition        Report By
 RD1716  HISTORY     - 1972     MONUMENTED       OR-071
 RD1716
 RD1716                          STATION DESCRIPTION
 RD1716
 RD1716'DESCRIBED BY YAMHILL COUNTY OREGON 1972 (HEC)
 RD1716'THE STATION IS ABOUT 0.70 MILE NORTHWEST OF AMITY AND ABOUT 6 MILES
 RD1716'SOUTHERLY OF MC MINNVILLE AND IN THE NORTHWEST 1/4 OF SECTION 20,
 RD1716'T5S, R4W, WILLAMETTE MERIDIAN AND IN THE COUNTY ROAD RIGHT OF WAY.
 RD1716'
 RD1716'TO REACH THE STATION FROM THE CITY HALL IN AMITY, GO SOUTH ON
 RD1716'U.S. HIGHWAY 99 WEST FOR 0.1 MILE TO INTERSECTION WITH STATE
 RD1716'HIGHWAY 153, TURN RIGHT ONTO STATE HIGHWAY 153 AND GO WEST 0.4 MILE
 RD1716'TO BRIDGE, CROSS BRIDGE AND TURN RIGHT ONTO COUNTY ROAD 440, GO
 RD1716'NORTHERLY 0.6 MILE TO STATION ON RIGHT.
 RD1716'
 RD1716'THE STATION MARK IS A BRASS DISK STAMPED AMI-SAT E-2, YAMHILL
 RD1716'CO., 1972, SET IN A 10 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 RD1716'FLUSH WITH THE GROUND.  IT IS 35 FEET FROM THE ROAD CENTER, AND IS
 RD1716'3.5 FEET SOUTH OF A 4.0 FOOT TALL GATE PILLAR, AND IS S45 DEG E,
 RD1716'1.65 FEET FROM A METAL WITNESS POST.  AN UNDERGROUND MARK IS 40
 RD1716'INCHES BELOW THE GROUND SURFACE.
 RD1716'
 RD1716'THE AZIMUTH MARK IS A BRASS DISK STAMPED YAMHILL CO., E-2 AZ MARK
 RD1716'1972, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE MONUMENT
 RD1716'AND IS FLUSH WITH THE GROUND.  THE MARK IS 28 FEET FROM THE ROAD
 RD1716'CENTER AND 1.5 FEET WEST OF A FENCE CORNER.
 RD1716'
 RD1716'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEASTERLY 0.3
 RD1716'MILE TO THE AZIMUTH MARK ON THE LEFT WHERE THE ROAD TURNS RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1717 ***********************************************************************
 RD1717  DESIGNATION -  AMITY
 RD1717  PID         -  RD1717
 RD1717  STATE/COUNTY-  OR/YAMHILL
 RD1717  USGS QUAD   -  MC MINNVILLE (1992)
 RD1717
 RD1717                         *CURRENT SURVEY CONTROL
 RD1717  ___________________________________________________________________
 RD1717* NAD 83(1991)-  45 07 50.62651(N)    123 11 17.22634(W)     ADJUSTED  
 RD1717* NAVD 88     -       270.9    (meters)     889.     (feet)  VERTCON   
 RD1717  ___________________________________________________________________
 RD1717  LAPLACE CORR-          -8.64  (seconds)                    DEFLEC99
 RD1717  GEOID HEIGHT-         -22.14  (meters)                     GEOID03
 RD1717  HORZ ORDER  -  FIRST
 RD1717
 RD1717.The horizontal coordinates were established by classical geodetic methods
 RD1717.and adjusted by the National Geodetic Survey in October 1991.
 RD1717
 RD1717.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD1717.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD1717
 RD1717.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1717
 RD1717.The geoid height was determined by GEOID03.
 RD1717
 RD1717;                    North         East     Units Scale Factor Converg.
 RD1717;SPC OR N     -   166,205.824 2,288,594.155   MT  0.99989480   -1 54 23.0
 RD1717;SPC OR N     -   545,294.70  7,508,511.01   iFT  0.99989480   -1 54 23.0
 RD1717;UTM  10      - 4,997,490.178   485,207.145   MT  0.99960269   -0 07 60.0
 RD1717
 RD1717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1717!SPC OR N     -   0.99996099  x   0.99989480  =   0.99985580
 RD1717!UTM  10      -   0.99996099  x   0.99960269  =   0.99956370
 RD1717
 RD1717|---------------------------------------------------------------------|
 RD1717| PID    Reference Object                     Distance      Geod. Az  |
 RD1717|                                                           dddmmss.s |
 RD1717| DD9321 AMITY RM 1                           18.865 METERS 06554     |
 RD1717| DD9322 AMITY RM 2                           13.386 METERS 16759     |
 RD1717| DD9320 AMITY AZ MK                                        2190911.2 |
 RD1717| RD0872 OIL                                                2490703.6 |
 RD1717|---------------------------------------------------------------------|
 RD1717
 RD1717                          SUPERSEDED SURVEY CONTROL
 RD1717
 RD1717  NAD 83(1986)-  45 07 50.65164(N)    123 11 17.23860(W) AD(       ) 1
 RD1717  NAD 27      -  45 07 51.23062(N)    123 11 12.86739(W) AD(       ) 1
 RD1717  NGVD 29 (07/19/86)  269.9    (m)          885.     (f) VERT ANG    3  
 RD1717
 RD1717.Superseded values are not recommended for survey control.
 RD1717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1717.See file dsdata.txt to determine how the superseded data were derived.
 RD1717
 RD1717_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ8520797490(NAD 83)
 RD1717_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RD1717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD1717
 RD1717  HISTORY     - Date     Condition        Report By
 RD1717  HISTORY     - 1941     MONUMENTED       CGS
 RD1717  HISTORY     - 1952     SEE DESCRIPTION  CGS
 RD1717  HISTORY     - 1967     SEE DESCRIPTION  CGS
 RD1717  HISTORY     - 1972     SEE DESCRIPTION  NGS
 RD1717
 RD1717                          STATION DESCRIPTION
 RD1717
 RD1717'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (ANS)
 RD1717'STATION IS ABOUT 1-1/2 MILES NE OF AMITY.  IT IS ON THE TOP OF A
 RD1717'PROMINENT WOODED RIDGE THAT EXTENDS TO THE WESTWARD FROM THE EOLA
 RD1717'HILLS BETWEEN AMITY AND WHITESON.  THE STATION IS ON A FARM
 RD1717'OCCUPIED BY A MR. RICE, ON THE W END OF THE RIDGE IN AN OPEN SPOT
 RD1717'IN THE TIMBER.  THE MARK PROJECTS 6 INCHES AND IS STAMPED
 RD1717'AMITY 1935.
 RD1717'
 RD1717'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET IN
 RD1717'CONCRETE, AS DESCRIBED IN NOTES 1A AND 7A.
 RD1717'
 RD1717'REFERENCE MARK NO.1 IS ABOUT 1-1/2 METERS LOWER THAN THE STATION,
 RD1717'ON THE N SIDE OF THE RIDGE.  IT IS A STANDARD DISK SET IN A DRILL
 RD1717'HOLE IN A BOULDER ABOUT 2 BY 3 FEET IN SIZE AND PROJECTS 2 FEET.
 RD1717'IT IS STAMPED AMITY NO.1, 1935.
 RD1717'
 RD1717'REFERENCE MARK NO.2 IS AT ABOUT THE SAME ELEVATION AS THE
 RD1717'STATION.  IT IS A STANDARD DISK SET IN A DRILL HOLE IN A SMALL
 RD1717'BOULDER ABOUT 1- BY 1- FOOT IN SIZE AND PROJECTS 6 INCHES.  IT IS
 RD1717'STAMPED AMITY NO.2, 1935.
 RD1717'
 RD1717'THE AZIMUTH MARK IS ABOUT 1 MILE W OF THE STATION, 33 FEET W OF
 RD1717'THE CENTER LINE OF U.S. HIGHWAY 99W, 21 FEET E OF THE CENTER LINE
 RD1717'OF THE RAILROAD AND ACROSS THE HIGHWAY FROM A TWO-STORY WHITE
 RD1717'FARMHOUSE OCCUPIED BY EUGENE SABIN.  THE MARK IS A U.S. ENGINEERS
 RD1717'S.O.T. STATION, STAMPED O I L 1936 AND IS A BRONZE DISK SET IN A
 RD1717'12-INCH CONCRETE POST.  THERE IS A WHITE REFERENCE POST 1-1/2
 RD1717'FEET W OF THE MARK.
 RD1717'
 RD1717'TO REACH THE STATION FROM AMITY, GO N ON U.S. HIGHWAY 99W FOR
 RD1717'0.5 MILE TO A GRAVEL ROAD LEADING E ALONG A POWER LINE.  THE
 RD1717'AZIMUTH MARK IS 0.25 MILE N OF THIS POINT ON THE W SIDE OF
 RD1717'U.S. HIGHWAY 99W.  TURN RIGHT ON THE GRAVEL ROAD AND GO 1.1 MILES
 RD1717'TO ITS END AT MR. RICES FARM.  FROM HERE, PACK NW UPHILL FOR 0.5
 RD1717'MILE TO THE W END OF THE RIDGE AND THE STATION.
 RD1717'
 RD1717'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 RD1717
 RD1717                          STATION RECOVERY (1952)
 RD1717
 RD1717'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (GEB)
 RD1717'STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 RD1717'
 RD1717'STATION IS ABOUT 1-1/2 MILES NE OF AMITY, ON THE HIGHEST PART OF
 RD1717'A PROMINENT, TIMBERED RIDGE THAT EXTENDS W, BETWEEN AMITY AND
 RD1717'WHITESON, FROM THE EOLA HILLS.  IT IS ON A FARM THAT IS OWNED BY
 RD1717'MR. RICE AND ON THE W END OF THE RIDGE THAT EXTENDS NW FROM THE
 RD1717'RICE FARM BUILDINGS.
 RD1717'
 RD1717'STATION MARK IS A STANDARD DISK, STAMPED AMITY 1935 AND SET IN AN
 RD1717'11-IN. SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 RD1717'GROUND.  IT IS IN AN OPEN SPOT ON THE CREST OF THE RIDGE AND IN THE
 RD1717'CENTER OF SOME STREWN BOULDERS AND THREE DEPRESSIONS IN THE
 RD1717'GROUND, FORMED BY THE ERECTION OF THE TOWER WHEN THE STATION WAS
 RD1717'OCCUPIED.
 RD1717'
 RD1717'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED AMITY NO 1 1935 AND
 RD1717'SET IN A BOULDER, 3-1/2 FT. BY 1-1/2 FT., PROJECTING 16 IN. ABOVE
 RD1717'THE GROUND.  IT IS ON THE S SLOPE AND 30 IN. LOWER THAN THE STATION
 RD1717'MARK.
 RD1717'
 RD1717'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED AMITY NO 2 1935 AND
 RD1717'SET IN A 15- BY 12-IN. BOULDER THAT IS FLUSH WITH THE SURFACE OF
 RD1717'THE GROUND.  IT IS ON THE S SLOPE, 13 FT. W OF A FORKED OAK TREE,
 RD1717'AND 1-1/2 FT. LOWER THAN THE STATION MARK.
 RD1717'
 RD1717'AZIMUTH MARK IS A U.S. ENGINEERS DISK, STAMPED OIL SOT 1936 AND
 RD1717'SET IN A 12-IN. SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 RD1717'GROUND.  IT IS 0.15 MI. N ON U.S. HIGHWAY 99W FROM THE SIGN AMITY,
 RD1717'AT THE N EDGE OF TOWN, ABOUT 85 FT. S OF A CURVE SIGN, 33 FT. W OF
 RD1717'THE CENTER OF THE HIGHWAY, 22 FT. E OF THE CENTER OF THE RAILROAD
 RD1717'TRACKS, 13 FT. W OF THE END OF A CULVERT, AND 1 FT. E OF A
 RD1717'WITNESS POST.
 RD1717'
 RD1717'TO REACH THE STATION FROM AMITY, GO N ON U.S. HIGHWAY 99W FOR 0.5
 RD1717'MI. TO A GRAVEL ROAD LEADING E ALONG A POWERLINE.  (THE AZIMUTH
 RD1717'MARK IS 0.25 MI. N OF THIS POINT.) TURN RIGHT ON THE GRAVEL ROAD
 RD1717'AND GO E FOR 1.1 MI. TO ITS END AT THE RICE FARM.  FROM THE FARM
 RD1717'BUILDINGS, PACK NW UP THE RIDGE FOR 1/2 MI. TO THE STATION, ABOUT
 RD1717'A 45-MINUTE PACK.
 RD1717'
 RD1717'NOTE--A BETTER ROUTE TO THE STATION MAY BE TO TAKE A LEFT FORK
 RD1717'0.3 MI. AFTER TURNING E FROM THE HIGHWAY.  THIS ROAD APPEARS TO
 RD1717'LEAD UP ONTO THE RIDGE AT THE W BASE OF THE STATION HILL.
 RD1717
 RD1717                          STATION RECOVERY (1967)
 RD1717
 RD1717'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JCL)
 RD1717'THE STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 RD1717'CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT RECOVERED.  IT
 RD1717'IS NOT BELIEVED TO BE DESTROYED, BUT PERHAPS UNDER SOME DIRT PUT
 RD1717'THERE BY HIGHWAY CREWS WHEN THE GRADER DITCH WAS CLEANED OUT.  A
 RD1717'NEW TO REACH AND NEW REFERENCE MEASUREMENTS FOLLOW.
 RD1717'
 RD1717'TO REACH THE STATION FROM THE CROSS STREET, JUST WEST OF THE AMITY
 RD1717'POST OFFICE GO NORTH ON U.S. HIGHWAY 99W FOR 0.4 MILE TO A SIDE
 RD1717'ROAD RIGHT, TURN RIGHT AND GO EAST ON THE GRAVELED ROAD,
 RD1717'PARALLELING THE POWER LINE, FOR 0.3 MILE TO A BLADED ROAD ON THE
 RD1717'LEFT, TURN LEFT AND GO NORTH ON THE MAIN TRAVELED ROAD FOR 0.9
 RD1717'MILE TO A SET OF ABANDONED FARM BUILDINGS AND THE END OF TRUCK
 RD1717'TRAVEL.  FROM HERE PACK SOUTHEAST UP THE BRUSH COVERED SLOPE,
 RD1717'CROSSING 2 FENCE TO THE SUMMIT AND STATION.  LENGTH OF PACK IS
 RD1717'1/4 HOUR.
 RD1717'
 RD1717'THE STATION MARK, STAMPED AMITY 1935, IS A STANDARD DISK SET IN
 RD1717'A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 1 INCH, 30 FEET
 RD1717'SOUTH OF A 6-INCH PINE TREE WITH A TRIANGLE BLAZE, 3 FEET NORTH OF
 RD1717'A METAL WITNESS POST AND IN THE AREA WHERE THERE ARE NUMEROUS
 RD1717'BOULDERS.  (NOTE 1A AND 7A)
 RD1717'
 RD1717'REFERENCE MARK NO. 1, STAMPED AMITY NO 1 1935, IS A STANDARD DISK
 RD1717'CEMENTED IN A DRILL HOLE IN A 2 BY 3 FOOT BOULDER THAT PROJECTS 2
 RD1717'FEET, 62 FEET NORTHEAST OF THE WITNESS POST, 3 FEET SOUTHEAST OF
 RD1717'A 1-FOOT OAK TREE WITH A WITNESS SIGN NAILED ON IT AND 2 FEET
 RD1717'BELOW THE ELEVATION OF THE STATION.  (NOTE 12C)
 RD1717'
 RD1717'REFERENCE MARK NO. 2, STAMPED AMITY NO 2 1935, IS A STANDARD DISK
 RD1717'CEMENTED IN A DRILL HOLE IN A 1 FOOT BY 1 FOOT BOULDER THAT
 RD1717'PROJECTS 6 INCHES, 41 FEET SOUTHEAST OF THE WITNESS POST, 10 FEET
 RD1717'SOUTHWEST OF AN OAK TREE WITH A TRIANGLE BLAZE AND 1 FOOT LOWER
 RD1717'THAN THE STATION.  (NOTE 12C)
 RD1717'
 RD1717'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RD1717'1-1/2 MILES NORTHEAST OF AMITY.
 RD1717
 RD1717                          STATION RECOVERY (1972)
 RD1717
 RD1717'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LDF)
 RD1717'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO TREES AND HEAVY BRUSH.
 RD1717'
 RD1717'STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND
 RD1717'IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED AND A NEW
 RD1717'AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.  THE DISTANCES TO BOTH
 RD1717'THE REFERENCE MARKS CHECKED THE OLD DATA AND THE DIRECTION TO
 RD1717'REFERENCE MARK 2 CHECKED.  A DIFFERENCE IN DIRECTION TO REFERENCE
 RD1717'MARK 1 OF 2 MINUTES AND 33 SECONDS WAS NOTED.  DUE TO CHANGES,
 RD1717'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 RD1717'
 RD1717'STATION IS LOCATED ABOUT 5-1/4 MILES NORTHWEST OF HOPEWELL, 5-1/4
 RD1717'MILES SOUTH OF MC MINNVILLE, 1-1/2 MILES NORTHEAST OF AMITY, 1.0
 RD1717'MILE EAST OF U.S. HIGHWAY 99W, IN THE SOUTHWEST 1/4 OF SECTION 16,
 RD1717'R 4 W, T 5 S AND ON THE PROPERTY OF MR. JOHN BINFORD.  PERMISSION
 RD1717'WAS GRANTED BY MR. FLOYD M. ZUNK WHO LIVES 4 MILES SOUTH AND 3
 RD1717'MILES EAST OF AMITY ON THE SOUTH SIDE OF A GRAVEL ROAD.  MR.
 RD1717'ZUNK HAS THE PROPERTY LEASED.
 RD1717'
 RD1717'TO REACH FROM THE AMITY FIRE HALL, GO NORTH ON U.S. HIGHWAY 99W
 RD1717'FOR 0.35 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST ON
 RD1717'RICE LANE FOR 0.8 MILE TO A DRIVEWAY ON THE LEFT.  CONTINUE EAST
 RD1717'ON THE ROAD FOR 0.05 MILE TO A LOCKED GATE.  PASS THROUGH THE GATE
 RD1717'AND CONTINUE EAST ON PRIVATE ROAD FOR 0.25 MILE TO A HOUSE ON THE
 RD1717'RIGHT.  CONTINUE ON THROUGH THE YARD, PASSING TO THE WEST OF A
 RD1717'BARN TO A WIRE GATE JUST NORTH OF THE BARN, ABOUT 0.05 MILE.
 RD1717'PASS THROUGH THE GATE AND FOLLOW TRACK ROAD, KEEPING THE LEFT
 RD1717'FORK FOR 0.6 MILE TO A SIDE ROAD LEFT AT A WIRE FENCE.  TURN
 RD1717'LEFT AND FOLLOW TRACK ROAD NORTH FOR 0.1 MILE TO A TRACK ROAD LEFT
 RD1717'AT THE SUMMIT OF THE GRADE.  TURN LEFT AND FOLLOW TRACK ROAD,
 RD1717'THROUGH THE TREES FOR 0.45 MILE TO THE STATION ON THE RIGHT.
 RD1717'NOTE--THE ROAD IS VERY ROCKY JUST BEFORE REACHING THE STATION AND
 RD1717'A FOUR-WHEEL DRIVE VEHICLE SHOULD BE USED FROM THE FARM
 RD1717'BUILDINGS.
 RD1717'
 RD1717'TO REACH THE AZIMUTH MARK FROM THE AMITY FIRE HALL, GO SOUTH ON
 RD1717'U.S. HIGHWAY 99W FOR 0.7 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT,
 RD1717'CROSSING RAILROAD TRACK TO A FORK.  KEEP THE RIGHT FORK AND GO WEST
 RD1717'ON A PRIVATE DRIVEWAY FOR 0.35 MILE TO THE MARK ON THE RIGHT.
 RD1717'
 RD1717'STATION MARK IS A STANDARD DISK, STAMPED AMITY 1935, SET IN THE
 RD1717'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 2
 RD1717'INCHES ABOVE THE GROUND SURFACE.  IT IS 47 FEET NORTHWEST OF A
 RD1717'TRIANGLE BLAZED TREE AND 3 FEET NORTH-NORTHWEST OF A METAL
 RD1717'WITNESS POST.
 RD1717'
 RD1717'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED AMITY NO 1 1935,
 RD1717'CEMENTED IN A DRILL HOLE IN THE TOP OF A BOULDER WHICH PROJECTS
 RD1717'ABOUT 20 INCHES ABOVE THE GROUND SURFACE.  IT IS 4 FEET SOUTH OF
 RD1717'A TREE WITH WITNESS SIGN ATTACHED.
 RD1717'
 RD1717'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED AMITY NO 2 1935,
 RD1717'CEMENTED IN A DRILL HOLE IN THE TOP OF A BOULDER WHICH PROJECTS
 RD1717'ABOUT 5 INCHES ABOVE THE GROUND SURFACE.  IT IS 41.0 FEET
 RD1717'SOUTH-SOUTHEAST OF THE WITNESS POST, 13 FEET SOUTHWEST OF A
 RD1717'TRIANGLE BLAZED TREE AND 13 FEET EAST OF THE APPROXIMATE CENTER OF
 RD1717'A TRACK ROAD.
 RD1717'
 RD1717'AZIMUTH MARK IS A STANDARD DISK, STAMPED AMITY 1941 1972, SET IN
 RD1717'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH
 RD1717'WITH THE GROUND SURFACE.  IT IS 50 FEET WEST OF A WOODEN FENCE
 RD1717'POST, 30 FEET EAST OF A WITNESS POST AND 18 FEET NORTH OF THE
 RD1717'CENTER OF A ROAD.
 RD1717'
 RD1717'HEIGHT OF LIGHT ABOVE STATION MARK 82.7 FEET.
 RD1717'
 RD1717'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RD1717'1-1/2 MILES NORTHEAST OF AMITY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH1204 ***********************************************************************
 OH1204  DESIGNATION -  AMOS
 OH1204  PID         -  OH1204
 OH1204  STATE/COUNTY-  OR/MALHEUR
 OH1204  USGS QUAD   -  LITTLE VALLEY (1990)
 OH1204
 OH1204                         *CURRENT SURVEY CONTROL
 OH1204  ___________________________________________________________________
 OH1204* NAD 83(1991)-  43 54 30.77495(N)    117 32 42.16857(W)     ADJUSTED  
 OH1204* NAVD 88     -      1039.9    (meters)    3412.     (feet)  VERTCON   
 OH1204  ___________________________________________________________________
 OH1204  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 OH1204  GEOID HEIGHT-         -18.02  (meters)                     GEOID03
 OH1204  HORZ ORDER  -  THIRD
 OH1204
 OH1204.The horizontal coordinates were established by classical geodetic methods
 OH1204.and adjusted by the National Geodetic Survey in October 1991.
 OH1204
 OH1204.The NAVD 88 height was computed by applying the VERTCON shift value to
 OH1204.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OH1204
 OH1204.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1204
 OH1204.The geoid height was determined by GEOID03.
 OH1204
 OH1204;                    North         East     Units Scale Factor Converg.
 OH1204;SPC OR S     -   253,229.650 1,737,314.823   MT  0.99997805   +2 01 17.8
 OH1204;SPC OR S     -   830,805.94  5,699,851.78   iFT  0.99997805   +2 01 17.8
 OH1204;UTM  11      - 4,861,859.986   456,234.264   MT  0.99962356   -0 22 40.8
 OH1204
 OH1204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1204!SPC OR S     -   0.99983978  x   0.99997805  =   0.99981784
 OH1204!UTM  11      -   0.99983978  x   0.99962356  =   0.99946340
 OH1204
 OH1204:                Primary Azimuth Mark                     Grid Az
 OH1204:SPC OR S     -  BULLY                                    033 13 53.2
 OH1204:UTM  11      -  BULLY                                    035 37 51.8
 OH1204
 OH1204|---------------------------------------------------------------------|
 OH1204| PID    Reference Object                     Distance      Geod. Az  |
 OH1204|                                                           dddmmss.s |
 OH1204| QB1238 BULLY                               APPROX.13.6 KM 0351511.0 |
 OH1204| CD5784 AMOS RM 1                             8.641 METERS 20025     |
 OH1204| CD5785 AMOS RM 2                             6.014 METERS 30351     |
 OH1204|---------------------------------------------------------------------|
 OH1204
 OH1204                          SUPERSEDED SURVEY CONTROL
 OH1204
 OH1204  NAD 83(1986)-  43 54 30.77208(N)    117 32 42.16366(W) AD(       ) 3
 OH1204  NAD 27      -  43 54 31.20553(N)    117 32 38.47494(W) AD(       ) 3
 OH1204  NGVD 29 (07/19/86) 1038.9    (m)         3408.     (f) VERT ANG    3  
 OH1204
 OH1204.Superseded values are not recommended for survey control.
 OH1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1204.See file dsdata.txt to determine how the superseded data were derived.
 OH1204
 OH1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ5623461860(NAD 83)
 OH1204_MARKER: DD = SURVEY DISK
 OH1204_SETTING: 80 = SET IN A BOULDER
 OH1204_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 OH1204
 OH1204  HISTORY     - Date     Condition        Report By
 OH1204  HISTORY     - 1967     MONUMENTED       USGS
 OH1204
 OH1204                          STATION DESCRIPTION
 OH1204
 OH1204'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 OH1204'LOCATED 15.8 MI SSW. OF VALE, 4.7 MI NE. OF HARPER, 2 MI WNW. OF
 OH1204'AND ACROSS MALHEUR RIVER FROM LITTLE VALLEY STORE.  ON NORTH END
 OH1204'OF HIGH, FLAT TOP AT HIGHEST POINT OF HILL.
 OH1204'
 OH1204'TO REACH FROM JCT. OF U.S. HWY. 20 AND BULLY CREEK HWY. AT WEST
 OH1204'EDGE OF VALE, GO W. OF HWY. 20 14.6 MI TO LITTLE VALLEY AND RD.
 OH1204'INTERSECTION AT LITTLE VALLEY STORE.  TURN RIGHT (N.) ON GRAVEL
 OH1204'RD. 0.8 MI TO T-RD.  TURN LEFT 0.8 MI TO BRIDGE ACROSS MALHEUR
 OH1204'RIVER.  CONTINUE ON MAIN RD. 1.5 MI TO POINT WHERE RD. CROSSES
 OH1204'CANAL.  TURN LEFT AND FOLLOW RD. AROUND HILL 0.6 MI TO SMALL
 OH1204'DRAIN.  TURN RIGHT ACROSS COUNTRY UP RIDGE 1.2 MI TO SOUTH END OF
 OH1204'FLAT TOP.  TURN RIGHT 0.6 MI TO NORTH END OF TOP AND STATION.  A
 OH1204'4-WHEEL DRIVE IS NEEDED FOR LAST 0.8 MI.  A 4-FT CAIRN IS 10 FT
 OH1204'S. OF STATION.
 OH1204'
 OH1204'STATION MARK--STANDARD TABLET STAMPED---AMOS 1967---, SET IN 2 X
 OH1204'3-FT ROCK PROJECTING 0.6 FT ABOVE GROUND.
 OH1204'
 OH1204'RM 1--STANDARD RM TABLET STAMPED---RM 1 1967---, SET IN ROCK 0.3 FT
 OH1204'ABOVE GROUND.
 OH1204'
 OH1204'RM 2--STANDARD RM TABLET STAMPED---RM 2 1967---, SET IN ROCK 0.1 FT
 OH1204'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1627 ***********************************************************************
 RC1627  DESIGNATION -  ANDER
 RC1627  PID         -  RC1627
 RC1627  STATE/COUNTY-  OR/HOOD RIVER
 RC1627  USGS QUAD   -  CARSON (1994)
 RC1627
 RC1627                         *CURRENT SURVEY CONTROL
 RC1627  ___________________________________________________________________
 RC1627* NAD 83(1991)-  45 41 51.00516(N)    121 49 06.27229(W)     ADJUSTED  
 RC1627* NAVD 88     -        45.086  (meters)     147.92   (feet)  ADJUSTED  
 RC1627  ___________________________________________________________________
 RC1627  LAPLACE CORR-           4.57  (seconds)                    DEFLEC99
 RC1627  GEOID HEIGHT-         -21.63  (meters)                     GEOID03
 RC1627  DYNAMIC HT  -          45.085 (meters)     147.92  (feet)  COMP
 RC1627  MODELED GRAV-     980,591.6   (mgal)                       NAVD 88
 RC1627
 RC1627  HORZ ORDER  -  SECOND
 RC1627  VERT ORDER  -  FIRST     CLASS II
 RC1627
 RC1627.The horizontal coordinates were established by classical geodetic methods
 RC1627.and adjusted by the National Geodetic Survey in October 1991.
 RC1627
 RC1627.The orthometric height was determined by differential leveling
 RC1627.and adjusted in June 1991.
 RC1627
 RC1627.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC1627
 RC1627.The geoid height was determined by GEOID03.
 RC1627
 RC1627.The dynamic height is computed by dividing the NAVD 88
 RC1627.geopotential number by the normal gravity value computed on the
 RC1627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1627.degrees latitude (g = 980.6199 gals.).
 RC1627
 RC1627.The modeled gravity was interpolated from observed gravity values.
 RC1627
 RC1627;                    North         East     Units Scale Factor Converg.
 RC1627;SPC OR N     -   226,511.401 2,397,327.594   MT  0.99993716   -0 56 06.0
 RC1627;SPC OR N     -   743,147.64  7,865,248.01   iFT  0.99993716   -0 56 06.0
 RC1627;SPC WA S     -    41,336.086   397,317.920   MT  1.00003355   -0 57 27.7
 RC1627;SPC WA S     -   135,616.81  1,303,533.88   sFT  1.00003355   -0 57 27.7
 RC1627;UTM  10      - 5,061,117.605   591,990.481   MT  0.99970404   +0 50 44.4
 RC1627
 RC1627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC1627!SPC OR N     -   0.99999632  x   0.99993716  =   0.99993348
 RC1627!SPC WA S     -   0.99999632  x   1.00003355  =   1.00002987
 RC1627!UTM  10      -   0.99999632  x   0.99970404  =   0.99970036
 RC1627
 RC1627:                Primary Azimuth Mark                     Grid Az
 RC1627:SPC OR N     -  FARR 2                                   093 48 42.5
 RC1627:SPC WA S     -  FARR 2                                   093 50 04.2
 RC1627:UTM  10      -  FARR 2                                   092 01 52.1
 RC1627
 RC1627|---------------------------------------------------------------------|
 RC1627| PID    Reference Object                     Distance      Geod. Az  |
 RC1627|                                                           dddmmss.s |
 RC1627| RC1629 FARR 2                              APPROX. 1.3 KM 0925236.5 |
 RC1627| RC2345 PORTLAND THE DALLES AWY BCN 4       187.142 METERS 11921     |
 RC1627| RC1628 ANDER RM 1                            6.727 METERS 13215     |
 RC1627| RC1626 ANDER RM 2                            6.309 METERS 23339     |
 RC1627|---------------------------------------------------------------------|
 RC1627
 RC1627                          SUPERSEDED SURVEY CONTROL
 RC1627
 RC1627  NAD 83(1986)-  45 41 51.01600(N)    121 49 06.27971(W) AD(       ) 2
 RC1627  NAD 27      -  45 41 51.59300(N)    121 49 02.01600(W) AD(       ) 2
 RC1627  NGVD 29 (??/??/92)   44.072  (m)          144.59   (f) ADJ UNCH    1 2
 RC1627
 RC1627.Superseded values are not recommended for survey control.
 RC1627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1627.See file dsdata.txt to determine how the superseded data were derived.
 RC1627
 RC1627_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER9199061118(NAD 83)
 RC1627_MARKER: DS = TRIANGULATION STATION DISK
 RC1627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC1627_SP_SET: CONCRETE POST
 RC1627_STAMPING: ANDER 1956
 RC1627_MARK LOGO: CGS   
 RC1627_PROJECTION: FLUSH
 RC1627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1627+STABILITY: SURFACE MOTION
 RC1627
 RC1627  HISTORY     - Date     Condition        Report By
 RC1627  HISTORY     - 1957     MONUMENTED       CGS
 RC1627  HISTORY     - 1957     GOOD             NGS
 RC1627  HISTORY     - 1958     SEE DESCRIPTION  CGS
 RC1627  HISTORY     - 1965     SEE DESCRIPTION  CGS
 RC1627  HISTORY     - 1968     GOOD             NGS
 RC1627  HISTORY     - 1987     GOOD             USPSQD
 RC1627  HISTORY     - 1987     GOOD             NGS
 RC1627  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 RC1627
 RC1627                          STATION DESCRIPTION
 RC1627
 RC1627'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JBW)
 RC1627'THE STATION IS 4.5 MILES NORTHEAST OF CASCADE LOCKS, 2.5 MILES
 RC1627'WEST OF WYETH AND 0.3 MILE WEST OF ANDERSON POINT.
 RC1627'
 RC1627'TO REACH FROM THE POST OFFICE IN CASCADE LOCKS GO EASTERLY ON
 RC1627'U.S. HIGHWAY 30 FOR 3.9 MILES TO MILE POST 40 ON THE RIGHT, SOUTH,
 RC1627'SIDE OF THE HIGHWAY, CONTINUE EAST ALONG THE HIGHWAY FOR 0.8 MILE
 RC1627'TO A PARKING AREA AND THE STATION ON THE LEFT, NORTH, SIDE OF THE
 RC1627'HIGHWAY.
 RC1627'
 RC1627'THE STATION, A STANDARD TRIANGULATION DISK STAMPED ANDER 1956,
 RC1627'IS SET IN THE TOP OF A 10 INCH CONCRETE CYLINDER WHICH IS FLUSH
 RC1627'WITH THE GROUND.  THE STATION IS ABOUT 100 FEET NORTH OF CENTER
 RC1627'LINE OF THE HIGHWAY AND 6 FEET NORTH OF A WHITE WOODEN WITNESS
 RC1627'POST.
 RC1627'
 RC1627'REFERENCE MARK 1, A STANDARD DISK STAMPED ANDER NO 1 1956, IS
 RC1627'SET IN THE TOP OF A 10 INCH CONCRETE CYLINDER WHICH IS FLUSH WITH
 RC1627'THE GROUND AND AT THE SAME ELEVATION AS THE STATION.  THE MARK IS
 RC1627'ABOUT 100 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY.
 RC1627'
 RC1627'REFERENCE MARK 2, A STANDARD DISK STAMPED ANDER NO 2 1956, IS
 RC1627'SET IN THE TOP OF A 10 INCH CONCRETE CYLINDER WHICH IS FLUSH WITH
 RC1627'THE GROUND AND AT THE SAME ELEVATION AS THE STATION.  THE MARK
 RC1627'IS ABOUT 100 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY.
 RC1627'
 RC1627'TRIANGULATION STATION FARR 2 CAN BE USED AS AN AZIMUTH.
 RC1627
 RC1627                          STATION RECOVERY (1957)
 RC1627
 RC1627'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 RC1627'4.8 MI E FROM CASCADE LOCKS.
 RC1627'4.8 MILES EAST ALONG U.S. HIGHWAY 30 FROM THE POST OFFICE AT CASCADE
 RC1627'LOCKS, T 3 N - R 8 E, ALONG THE NORTH EDGE OF A PARKING AREA ON THE
 RC1627'NORTH SIDE OF THE HIGHWAY, 91.2 FEET NORTH OF THE CENTER LINE OF THE
 RC1627'HIGHWAY, 24.5 FEET WEST OF THE NORTHWEST END OF CONCRETE POST
 RC1627'GUARDRAIL, 6.1 FEET NORTH OF A WITNESS POST, 3.5 FEET SOUTH OF THE
 RC1627'NORTH EDGE OF A BANK, ABOUT 3 FEET HIGHER THAN THE HIGHWAY, AND IN A
 RC1627'CONCRETE POST PROJECTING 0.2 FOOT.
 RC1627
 RC1627                          STATION RECOVERY (1958)
 RC1627
 RC1627'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LGT)
 RC1627'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 RC1627'CONDITION.
 RC1627
 RC1627                          STATION RECOVERY (1965)
 RC1627
 RC1627'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (PAS)
 RC1627'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 RC1627'WERE RECOVERED AS DESCRIBED.  A METAL WITNESS POST WAS PLACED
 RC1627'1 FOOT EAST OF THE STATION MARK.
 RC1627
 RC1627                          STATION RECOVERY (1968)
 RC1627
 RC1627'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 RC1627'RECOVERED IN GOOD CONDITION.
 RC1627
 RC1627                          STATION RECOVERY (1987)
 RC1627
 RC1627'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWE)
 RC1627'RECOVERED IN GOOD CONDITION.
 RC1627
 RC1627                          STATION RECOVERY (1987)
 RC1627
 RC1627'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RC1627'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.9 KM
 RC1627'(1.20 MI) EAST ALONG WANAPA STREET (US HIGHWAY 30) FROM THE POST
 RC1627'OFFICE IN CASCADE LOCKS, THENCE 5.4 KM (3.35 MI) EAST ALONG
 RC1627'INTERSTATE HIGHWAY 84, 23.3 M (76.4 FT) NORTH OF THE HIGHWAY
 RC1627'WESTBOUND CENTERLINE, 16.8 M (55.1 FT) NORTH OF A GUARDRAIL, 0.76 M
 RC1627'(2.5 FT) SOUTH OF THE EDGE OF A BANK.
 RC1627'THE MARK IS 0.30 METERS  W FROM  A WITNESS POST
 RC1627'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 RC1627
 RC1627                          STATION RECOVERY (1989)
 RC1627
 RC1627'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RC1627'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1628 ***********************************************************************
 RC1628  DESIGNATION -  ANDER RM 1
 RC1628  PID         -  RC1628
 RC1628  STATE/COUNTY-  OR/HOOD RIVER
 RC1628  USGS QUAD   -  CARSON (1994)
 RC1628
 RC1628                         *CURRENT SURVEY CONTROL
 RC1628  ___________________________________________________________________
 RC1628* NAD 83(1986)-  45 41 50.     (N)    121 49 06.     (W)     SCALED    
 RC1628* NAVD 88     -        44.730  (meters)     146.75   (feet)  ADJUSTED  
 RC1628  ___________________________________________________________________
 RC1628  GEOID HEIGHT-         -21.62  (meters)                     GEOID03
 RC1628  DYNAMIC HT  -          44.729 (meters)     146.75  (feet)  COMP
 RC1628  MODELED GRAV-     980,591.6   (mgal)                       NAVD 88
 RC1628
 RC1628  VERT ORDER  -  SECOND    CLASS 0
 RC1628
 RC1628.The horizontal coordinates were scaled from a topographic map and have
 RC1628.an estimated accuracy of +/- 6 seconds.
 RC1628
 RC1628.The orthometric height was determined by differential leveling
 RC1628.and adjusted in June 1991.
 RC1628
 RC1628.The geoid height was determined by GEOID03.
 RC1628
 RC1628.The dynamic height is computed by dividing the NAVD 88
 RC1628.geopotential number by the normal gravity value computed on the
 RC1628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1628.degrees latitude (g = 980.6199 gals.).
 RC1628
 RC1628.The modeled gravity was interpolated from observed gravity values.
 RC1628
 RC1628;                    North         East    Units  Estimated Accuracy
 RC1628;SPC OR N     -   226,480.    2,397,330.      MT  (+/- 180 meters Scaled)
 RC1628
 RC1628                          SUPERSEDED SURVEY CONTROL
 RC1628
 RC1628  NGVD 29 (??/??/92)   43.72   (m)          143.4    (f) COMPUTED    2 0
 RC1628
 RC1628.Superseded values are not recommended for survey control.
 RC1628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1628.See file dsdata.txt to determine how the superseded data were derived.
 RC1628
 RC1628_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER919610(NAD 83)
 RC1628_MARKER: DR = REFERENCE MARK DISK
 RC1628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC1628_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC1628_STAMPING: ANDER RM 1 1956
 RC1628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1628+STABILITY: SURFACE MOTION
 RC1628
 RC1628  HISTORY     - Date     Condition        Report By
 RC1628  HISTORY     - 1956     MONUMENTED       CGS
 RC1628  HISTORY     - 1957     GOOD             NGS
 RC1628  HISTORY     - 1968     GOOD             NGS
 RC1628  HISTORY     - 1987     MARK NOT FOUND   NGS
 RC1628
 RC1628                          STATION DESCRIPTION
 RC1628
 RC1628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 RC1628'4.8 MI E FROM CASCADE LOCKS.
 RC1628'4.8 MILES EAST ALONG U.S. HIGHWAY 30 FROM THE POST OFFICE AT CASCADE
 RC1628'LOCKS, IN T 3 N - R 8 E, ALONG THE NORTH EDGE OF A PARKING AREA ON THE
 RC1628'NORTH SIDE OF THE HIGHWAY, 0.2 MILE WEST OF HIGHWAY MILEPOST 47, 76.7
 RC1628'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 22.2 FEET SOUTHEAST OF
 RC1628'ANDER TRIANGULATION STATION, 19.8 FEET EAST OF A WITNESS POST, 5 FEET
 RC1628'SOUTHWEST OF THE NORTHWEST END OF CONCRETE POST OF GUARDRAIL, ABOUT 2
 RC1628'FEET HIGHER THAN THE HIGHWAY AND IN A CONCRETE POST PROJECTING 0.2
 RC1628'FOOT.
 RC1628
 RC1628                          STATION RECOVERY (1968)
 RC1628
 RC1628'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 RC1628'RECOVERED IN GOOD CONDITION.
 RC1628
 RC1628                          STATION RECOVERY (1987)
 RC1628
 RC1628'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RC1628'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1626 ***********************************************************************
 RC1626  DESIGNATION -  ANDER RM 2
 RC1626  PID         -  RC1626
 RC1626  STATE/COUNTY-  OR/HOOD RIVER
 RC1626  USGS QUAD   -  CARSON (1994)
 RC1626
 RC1626                         *CURRENT SURVEY CONTROL
 RC1626  ___________________________________________________________________
 RC1626* NAD 83(1986)-  45 41 50.     (N)    121 49 06.     (W)     SCALED    
 RC1626* NAVD 88     -        45.182  (meters)     148.23   (feet)  ADJUSTED  
 RC1626  ___________________________________________________________________
 RC1626  GEOID HEIGHT-         -21.62  (meters)                     GEOID03
 RC1626  DYNAMIC HT  -          45.181 (meters)     148.23  (feet)  COMP
 RC1626  MODELED GRAV-     980,591.6   (mgal)                       NAVD 88
 RC1626
 RC1626  VERT ORDER  -  SECOND    CLASS 0
 RC1626
 RC1626.The horizontal coordinates were scaled from a topographic map and have
 RC1626.an estimated accuracy of +/- 6 seconds.
 RC1626
 RC1626.The orthometric height was determined by differential leveling
 RC1626.and adjusted in June 1991.
 RC1626
 RC1626.The geoid height was determined by GEOID03.
 RC1626
 RC1626.The dynamic height is computed by dividing the NAVD 88
 RC1626.geopotential number by the normal gravity value computed on the
 RC1626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1626.degrees latitude (g = 980.6199 gals.).
 RC1626
 RC1626.The modeled gravity was interpolated from observed gravity values.
 RC1626
 RC1626;                    North         East    Units  Estimated Accuracy
 RC1626;SPC OR N     -   226,480.    2,397,330.      MT  (+/- 180 meters Scaled)
 RC1626
 RC1626                          SUPERSEDED SURVEY CONTROL
 RC1626
 RC1626  NGVD 29 (??/??/92)   44.17   (m)          144.9    (f) COMPUTED    2 0
 RC1626
 RC1626.Superseded values are not recommended for survey control.
 RC1626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1626.See file dsdata.txt to determine how the superseded data were derived.
 RC1626
 RC1626_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER919610(NAD 83)
 RC1626_MARKER: DR = REFERENCE MARK DISK
 RC1626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC1626_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC1626_STAMPING: ANDER RM 2 1956
 RC1626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1626+STABILITY: SURFACE MOTION
 RC1626
 RC1626  HISTORY     - Date     Condition        Report By
 RC1626  HISTORY     - 1956     MONUMENTED       CGS
 RC1626  HISTORY     - 1957     GOOD             NGS
 RC1626  HISTORY     - 1968     GOOD             NGS
 RC1626  HISTORY     - 1987     MARK NOT FOUND   NGS
 RC1626
 RC1626                          STATION DESCRIPTION
 RC1626
 RC1626'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 RC1626'4.8 MI E FROM CASCADE LOCKS.
 RC1626'4.8 MILES EAST ALONG U.S. HIGHWAY 30 FROM THE POST OFFICE AT CASCADE
 RC1626'LOCKS, IN T 3 N - R 8 E, ALONG THE NORTH EDGE OF A PARKING AREA ON THE
 RC1626'NORTH SIDE OF THE HIGHWAY, 0.2 MILE WEST OF HIGHWAY MILEPOST 47, 76.8
 RC1626'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 20.8 FEET SOUTHWEST OF
 RC1626'ANDER TRIANGULATION STATION, 17 FEET EAST OF A CONCRETE POST 4 FEET
 RC1626'HIGH, 16.7 FEET WEST OF A WITNESS POST, 16.4 FEET SOUTHEAST OF A 4 BY
 RC1626'4 INCH POST SUPPORTING A WARNING SIGN, ABOUT 4 FEET HIGHER THAN THE
 RC1626'HIGHWAY AND IN A CONCRETE POST FLUSH WITH THE GROUND.
 RC1626
 RC1626                          STATION RECOVERY (1968)
 RC1626
 RC1626'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 RC1626'RECOVERED IN GOOD CONDITION.
 RC1626
 RC1626                          STATION RECOVERY (1987)
 RC1626
 RC1626'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RC1626'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1900 ***********************************************************************
 RD1900  DESIGNATION -  ANDERSON
 RD1900  PID         -  RD1900
 RD1900  STATE/COUNTY-  OR/TILLAMOOK
 RD1900  USGS QUAD   -  TILLAMOOK (1985)
 RD1900
 RD1900                         *CURRENT SURVEY CONTROL
 RD1900  ___________________________________________________________________
 RD1900* NAD 83(1991)-  45 24 49.92916(N)    123 47 15.21460(W)     ADJUSTED  
 RD1900* NAVD 88     -       112.     (meters)     367.     (feet)  SCALED    
 RD1900  ___________________________________________________________________
 RD1900  LAPLACE CORR-          18.16  (seconds)                    DEFLEC99
 RD1900  GEOID HEIGHT-         -21.89  (meters)                     GEOID03
 RD1900  HORZ ORDER  -  SECOND
 RD1900
 RD1900.The horizontal coordinates were established by classical geodetic methods
 RD1900.and adjusted by the National Geodetic Survey in October 1991.
 RD1900
 RD1900.The orthometric height was scaled from a topographic map.
 RD1900
 RD1900.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1900
 RD1900.The geoid height was determined by GEOID03.
 RD1900
 RD1900;                    North         East     Units Scale Factor Converg.
 RD1900;SPC OR N     -   199,387.232 2,242,755.016   MT  0.99990372   -2 19 53.4
 RD1900;SPC OR N     -   654,157.59  7,358,120.13   iFT  0.99990372   -2 19 53.4
 RD1900;UTM  10      - 5,029,229.336   438,376.769   MT  0.99964669   -0 33 39.3
 RD1900
 RD1900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1900!SPC OR N     -   0.99998586  x   0.99990372  =   0.99988959
 RD1900!UTM  10      -   0.99998586  x   0.99964669  =   0.99963256
 RD1900
 RD1900|---------------------------------------------------------------------|
 RD1900| PID    Reference Object                     Distance      Geod. Az  |
 RD1900|                                                           dddmmss.s |
 RD1900| DD9323 ANDERSON RM 1                                      17424     |
 RD1900| DD9324 ANDERSON RM 2                                      24236     |
 RD1900| DD9325 ANDERSON RM 3                                      28652     |
 RD1900| RD1904 BURTON                              APPROX. 4.9 KM 2882622.2 |
 RD1900| RD1902 TILLAMOOK SHELL OIL CO TANK         APPROX. 5.8 KM 3230812.5 |
 RD1900|---------------------------------------------------------------------|
 RD1900
 RD1900                          SUPERSEDED SURVEY CONTROL
 RD1900
 RD1900  NAD 83(1986)-  45 24 49.95787(N)    123 47 15.21372(W) AD(       ) 2
 RD1900  NAD 27      -  45 24 50.57700(N)    123 47 10.77400(W) AD(       ) 2
 RD1900
 RD1900.Superseded values are not recommended for survey control.
 RD1900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1900.See file dsdata.txt to determine how the superseded data were derived.
 RD1900
 RD1900_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR3837729229(NAD 83)
 RD1900_MARKER: Z = SEE DESCRIPTION
 RD1900_SETTING: 0 = UNSPECIFIED SETTING
 RD1900
 RD1900  HISTORY     - Date     Condition        Report By
 RD1900  HISTORY     - 1955     MONUMENTED       CGS
 RD1900
 RD1900                          STATION DESCRIPTION
 RD1900
 RD1900'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (FN)
 RD1900'ABOUT 4.0 MILES SOUTHEAST OF TILLAMOOK, ABOUT 1.9 MILES EAST OF
 RD1900'U.S. HIGHWAY 101, ABOUT 0.5 MILE WEST OF A PAVED ROAD ON THE
 RD1900'HIGHEST PART OF A PARTIALLY CLEARED HILL, ON THE TOP AND EAST
 RD1900'END OF THE WESTERLY AND LARGEST OF TWO ABANDONED BUILDINGS IN THE
 RD1900'APPROXIMATE CENTER OF A 4 FT X 6 FT WOODEN PLATFORM THAT
 RD1900'STRADDLES THE RIDGE OF THE ROOF.  STATION IS ABOUT 19 FEET ABOVE
 RD1900'GROUND AND IS MARKED BY A HOLE DRILLED IN THE CENTER OF A 2-INCH
 RD1900'TRIANGULAR SHEET OF COPPER NAILED TO THE PLATFORM FLOOR.
 RD1900'
 RD1900'REFERENCE MARK NO. 1 IS 12.5 METERS SOUTHEAST OF THE SOUTHWEST
 RD1900'CORNER OF THE WESTERLY AND LARGEST ONE OF TWO ABANDONED BUILDINGS,
 RD1900'8.6 METERS SOUTH OF THE SOUTHEAST CORNER OF THE SAME BUILDING,
 RD1900'MARK IN A DRILL HOLE IN THE CENTER OF A CAP ON A 1-INCH IRON
 RD1900'PIPE STAMPED 35/84 PROJECTING 1-1/2 INCHES ABOVE A 12 INCH SQUARE
 RD1900'CONCRETE MONUMENT SET IN A 3-1/2 FOOT CIRCULAR CONCRETE BASE.
 RD1900'IT IS SOUTH OF AND 19 FEET LOWER THAN THE STATION.
 RD1900'
 RD1900'REFERENCE MARK NO. 2 IS 22.9 METERS WEST OF THE SOUTHEAST CORNER
 RD1900'OF THE WESTERLY AND LARGEST ONE OF TWO ABANDONED BUILDINGS, 17.5
 RD1900'METERS SOUTH OF THE NORTHWEST CORNER OF THE SAME BUILDING, 14.5
 RD1900'METERS SOUTHWEST OF THE SOUTHWEST CORNER OF THE SAME BUILDING, 0.9
 RD1900'METER SOUTH OF A 4 X 4 INCH WHITE WITNESS POST PROJECTING ABOUT
 RD1900'2 FEET, A STANDARD REFERENCE MARK DISK STAMPED ANDERSON NO 2
 RD1900'1955 SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT
 RD1900'PROJECTING ABOUT 4 INCHES ABOVE THE GROUND.  IT IS SOUTHWEST
 RD1900'OF AND 19 FEET LOWER THAN THE STATION.
 RD1900'
 RD1900'REFERENCE MARK NO. 3 IS 22.4 METERS WEST OF THE NORTHEAST CORNER
 RD1900'OF THE WESTERLY AND LARGEST ONE OF TWO ABANDONED BUILDINGS, 15.7
 RD1900'METERS WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE SAME BUILDING,
 RD1900'13.4 METERS WEST OF THE NORTHWEST CORNER OF THE SAME BUILDING, A
 RD1900'STANDARD REFERENCE MARK DISK STAMPED ANDERSON NO 3 1955 SET IN
 RD1900'THE TOP OF A 10 INCH CONCRETE MONUMENT PROJECTING ABOUT 4 INCHES
 RD1900'ABOVE THE GROUND.  IT IS WEST OF AND 19 FEET LOWER THAN THE
 RD1900'STATION.
 RD1900'
 RD1900'TO REACH THE STATION FROM THE INTERSECTION OF MAIN AVENUE AND
 RD1900'FIRST STREET IN TILLAMOOK GO SOUTH ON MAIN AVENUE (U.S. HIGHWAY
 RD1900'101) 2.5 MILES TO AN INTERSECTION, TURN LEFT AND GO EAST 1.1
 RD1900'MILES TO THE ENTRANCE TO THE U.S. NAVAL AIR STATION ON THE RIGHT,
 RD1900'TURN RIGHT AND GO NORTHEAST 0.25 MILE TO AN INTERSECTION,
 RD1900'CONTINUE STRAIGHT SOUTHEASTERLY KEEPING TO THE RIGHT OF THE
 RD1900'HEADQUARTERS BUILDING 0.5 MILE TO AN INTERSECTION, TURN LEFT
 RD1900'AND GO 0.6 MILE NORTHEAST TO A FORK, TAKE THE ROAD TO THE LEFT
 RD1900'NORTHEAST 0.7 MILE TO THE HIGHEST PART OF THE HILL AND THE
 RD1900'STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1096 ***********************************************************************
 NZ1096  DESIGNATION -  ANDERSON BU
 NZ1096  PID         -  NZ1096
 NZ1096  STATE/COUNTY-  OR/JACKSON
 NZ1096  USGS QUAD   -  STERLING CREEK (1996)
 NZ1096
 NZ1096                         *CURRENT SURVEY CONTROL
 NZ1096  ___________________________________________________________________
 NZ1096* NAD 83(1991)-  42 12 07.31292(N)    122 53 49.19165(W)     ADJUSTED  
 NZ1096* NAVD 88     -      1585.0    (meters)    5200.     (feet)  VERTCON   
 NZ1096  ___________________________________________________________________
 NZ1096  LAPLACE CORR-           4.07  (seconds)                    DEFLEC99
 NZ1096  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 NZ1096  HORZ ORDER  -  SECOND
 NZ1096
 NZ1096.The horizontal coordinates were established by classical geodetic methods
 NZ1096.and adjusted by the National Geodetic Survey in October 1991.
 NZ1096
 NZ1096.The NAVD 88 height was computed by applying the VERTCON shift value to
 NZ1096.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NZ1096
 NZ1096.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ1096
 NZ1096.The geoid height was determined by GEOID03.
 NZ1096
 NZ1096;                    North         East     Units Scale Factor Converg.
 NZ1096;SPC OR S     -    62,304.564 1,302,056.309   MT  1.00003564   -1 38 23.6
 NZ1096;SPC OR S     -   204,411.30  4,271,838.28   iFT  1.00003564   -1 38 23.6
 NZ1096;SPC CA 1     -   818,946.375 1,925,906.545   MT  1.00018018   -0 35 11.5
 NZ1096;SPC CA 1     - 2,686,826.57  6,318,578.39   sFT  1.00018018   -0 35 11.5
 NZ1096;UTM  10      - 4,672,213.067   508,503.371   MT  0.99960089   +0 04 09.1
 NZ1096
 NZ1096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NZ1096!SPC OR S     -   0.99975520  x   1.00003564  =   0.99979083
 NZ1096!SPC CA 1     -   0.99975520  x   1.00018018  =   0.99993534
 NZ1096!UTM  10      -   0.99975520  x   0.99960089  =   0.99935619
 NZ1096
 NZ1096|---------------------------------------------------------------------|
 NZ1096| PID    Reference Object                     Distance      Geod. Az  |
 NZ1096|                                                           dddmmss.s |
 NZ1096| CD8979 ANDERSON BU RM 1                      5.303 METERS 04710     |
 NZ1096| CD8978 ANDERSON BU AZ MK                                  0980409.9 |
 NZ1096| NZ1251 SQUAW PEAK LOOKOUT HOUSE            APPROX.17.5 KM 2125320.8 |
 NZ1096| CD8980 ANDERSON BU RM 2                      4.750 METERS 32345     |
 NZ1096|---------------------------------------------------------------------|
 NZ1096
 NZ1096                          SUPERSEDED SURVEY CONTROL
 NZ1096
 NZ1096  NAD 83(1986)-  42 12 07.30108(N)    122 53 49.20349(W) AD(       ) 2
 NZ1096  NAD 27      -  42 12 07.82720(N)    122 53 45.06830(W) AD(       ) 2
 NZ1096  NGVD 29 (07/19/86) 1583.9    (m)         5197.     (f) VERT ANG    3  
 NZ1096
 NZ1096.Superseded values are not recommended for survey control.
 NZ1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1096.See file dsdata.txt to determine how the superseded data were derived.
 NZ1096
 NZ1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM0850372213(NAD 83)
 NZ1096_MARKER: DD = SURVEY DISK
 NZ1096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ1096_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NZ1096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ1096+STABILITY: SURFACE MOTION
 NZ1096
 NZ1096  HISTORY     - Date     Condition        Report By
 NZ1096  HISTORY     - 1935     MONUMENTED       USFS
 NZ1096  HISTORY     - 1941     GOOD             CGS
 NZ1096  HISTORY     - 1952     GOOD             CGS
 NZ1096  HISTORY     - 1952     GOOD             CGS
 NZ1096
 NZ1096                          STATION DESCRIPTION
 NZ1096
 NZ1096'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (LAM)
 NZ1096'THIS INTERSECTED STATION IS THE 35-FOOT LOOKOUT TOWER ON THE
 NZ1096'SUMMIT OF ANDERSON BUTTE, ELEVATION 6,193 FEET, SITUATED ABOUT
 NZ1096'10 MILES S OF MEDFORD.  MARKED FOREST ROADS LEAD TO SUMMIT BY
 NZ1096'WAY OF WAGNER CREEK ROAD, WHICH LEAVES PACIFIC HIGHWAY (U.S. 99)
 NZ1096'AT TALENT, A COMMUNITY S OF MEDFORD.  TOTAL DRIVE FROM TALENT BY
 NZ1096'WAY OF WAGNER CREEK ROAD AND ANDERSON GAP IS ABOUT 12.5 MILES.
 NZ1096'
 NZ1096'STATION MARKED BY USFS DISK IN CONCRETE BLOCK SET UNDER CENTER
 NZ1096'OF TOWER.
 NZ1096
 NZ1096                          STATION RECOVERY (1952)
 NZ1096
 NZ1096'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (WRH)
 NZ1096'STATION IS LOCATED ON ANDERSON BUTTE, A PROMINENT BUTTE THAT IS
 NZ1096'PARTLY COVERED WITH TREES.  IT IS, AIRLINE, ABOUT 10 MILES WEST
 NZ1096'OF ASHLAND, 10 MILES SOUTH OF MEDFORD, 6 MILES WEST OF TALENT,
 NZ1096'AND DIRECTLY UNDER THE CENTER OF THE STATE FIRE LOOKOUT HOUSE.
 NZ1096'
 NZ1096'STATION IS REACHED AS FOLLOWS--FROM THE LARGE SCHOOL BUILDING
 NZ1096'IN TALENT, GO SOUTH ON MAIN STREET, WHICH IS THE FIRST STREET
 NZ1096'WEST OF THE SCHOOL, FOR 1.2 MILES TO A SIDE ROAD ON THE
 NZ1096'RIGHT.  TURN RIGHT AS PER SIGN ANDERSON CREEK AND GO 0.8 MILE TO
 NZ1096'A FORK.  TURN LEFT AS PER SIGN ANDERSON CREEK AND GO 1.9 MILES TO
 NZ1096'A FORK.  TURN LEFT AND GO 0.6 MILE TO A FORK.  TURN SHARP LEFT
 NZ1096'AND GO UP GRADE FOR 3.3 MILES TO A SADDLE.  TURN RIGHT AS PER
 NZ1096'SIGN ANDERSON L.O. AND GO 4.0 MILES TO THE LOOKOUT HOUSE AND THE
 NZ1096'STATION.
 NZ1096'
 NZ1096'STATION MARK, STAMPED ANDERSON BU LOT 1935, IS A U.S. DEPARTMENT
 NZ1096'OF AGRICULTURE FOREST SERVICE TRIANGULATION DISK SET IN THE TOP
 NZ1096'OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.  IT IS IN
 NZ1096'THE CENTER OF THE FOUR LEGS OF THE LOOKOUT TOWER.
 NZ1096'
 NZ1096'REFERENCE MARK NUMBER 1, STAMPED ANDERSON BU NO 1 USFS 1952, IS
 NZ1096'A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE CEMENT BASE OF
 NZ1096'THE NORTHEAST LEG OF THE LOOKOUT TOWER.  IT PROJECTS 10 INCHES
 NZ1096'AND IS AT THE SAME ELEVATION AS THE STATION.
 NZ1096'
 NZ1096'REFERENCE MARK NUMBER 2, STAMPED ANDERSON BU NO 2 USFS 1952, IS
 NZ1096'A STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 NZ1096'12 BY 6 INCHES AND PROJECTING 24 INCHES.  IT IS 2 FEET HIGHER IN
 NZ1096'ELEVATION THAN THE STATION, AND 2.5 FEET EAST OF THE NORTHWEST
 NZ1096'LEG OF THE LOOKOUT TOWER.
 NZ1096'
 NZ1096'AZIMUTH MARK, STAMPED ANDERSON BU USFS 1952, IS A STANDARD DISK
 NZ1096'CEMENTED IN A DRILL HOLE IN A BOULDER 10 INCHES SQUARE AND
 NZ1096'PROJECTING 1 INCH.  TO REACH FROM THE STATION, FOLLOW THE ROAD
 NZ1096'DOWN HILL FOR 4.0 MILES TO A CROSS ROAD.  TURN LEFT AND GO 1.5
 NZ1096'MILES TO THE AZIMUTH MARK ON THE RIGHT.  IT IS 20 FEET EAST OF
 NZ1096'THE CENTERLINE OF THE ROAD, 24 FEET NORTH OF A TRIPLE FORKED
 NZ1096'MADRONE TREE WITH A TRIANGLE BLAZE AND 225 FEET NORTH OF A DIM
 NZ1096'FORK LEADING UP HILL.
 NZ1096'
 NZ1096'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 NZ1096
 NZ1096                          STATION RECOVERY (1952)
 NZ1096
 NZ1096'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (WRH)
 NZ1096'THE TOWER IS LOCATED ABOUT 10 MILES AIRLINE SOUTH OF MEDFORD, 10
 NZ1096'MILES WEST OF ASHLAND, AND 14 MILES EAST SOUTHEAST OF APPLEGATE,
 NZ1096'ON ANDERSON BUTTE, A PROMINENT BUTTE THAT IS PARTLY COVERED WITH
 NZ1096'TIMBER.
 NZ1096'
 NZ1096'THE TOWER IS A STATE FIRE LOOKOUT TOWER.  IT IS ABOUT 65 FEET
 NZ1096'HIGH.  THE CENTER OF THE TOWER WAS INTERSECTED.  STATION ANDERSON
 NZ1096'BU (USFS) IS CENTERED BENEATH THE TOWER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0306 ***********************************************************************
 NW0306  DESIGNATION -  ANDERSON ET
 NW0306  PID         -  NW0306
 NW0306  STATE/COUNTY-  OR/MALHEUR
 NW0306  USGS QUAD   -  ANTELOPE RESERVOIR (1969)
 NW0306
 NW0306                         *CURRENT SURVEY CONTROL
 NW0306  ___________________________________________________________________
 NW0306* NAD 83(1991)-  42 59 17.12238(N)    117 09 00.36627(W)     ADJUSTED  
 NW0306* NAVD 88     -      1319.22   (+/-2cm)    4328.1    (feet)  VERTCON   
 NW0306  ___________________________________________________________________
 NW0306  LAPLACE CORR-           4.27  (seconds)                    DEFLEC99
 NW0306  GEOID HEIGHT-         -17.13  (meters)                     GEOID03
 NW0306  HORZ ORDER  -  SECOND
 NW0306  VERT ORDER  -  THIRD ? (See Below)
 NW0306
 NW0306.The horizontal coordinates were established by classical geodetic methods
 NW0306.and adjusted by the National Geodetic Survey in October 1991.
 NW0306
 NW0306.The NAVD 88 height was computed by applying the VERTCON shift value to
 NW0306.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NW0306.The vertical order pertains to the NGVD 29 superseded value.
 NW0306
 NW0306.The Laplace correction was computed from DEFLEC99 derived deflections.
 NW0306
 NW0306.The geoid height was determined by GEOID03.
 NW0306
 NW0306;                    North         East     Units Scale Factor Converg.
 NW0306;SPC OR S     -   152,249.449 1,773,106.414   MT  0.99989955   +2 17 30.6
 NW0306;SPC OR S     -   499,506.07  5,817,278.26   iFT  0.99989955   +2 17 30.6
 NW0306;UTM  11      - 4,759,503.091   487,763.091   MT  0.99960184   -0 06 08.4
 NW0306
 NW0306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NW0306!SPC OR S     -   0.99979584  x   0.99989955  =   0.99969541
 NW0306!UTM  11      -   0.99979584  x   0.99960184  =   0.99939776
 NW0306
 NW0306|---------------------------------------------------------------------|
 NW0306| PID    Reference Object                     Distance      Geod. Az  |
 NW0306|                                                           dddmmss.s |
 NW0306| NW0305 T30 29S R46E SECS 1 6 31 36          13.439 METERS 02025     |
 NW0306| NW0302 MACY                                APPROX. 7.3 KM 0982317.4 |
 NW0306| CD5786 ANDERSON ET RM 1                     11.546 METERS 22613     |
 NW0306| NW0173 N 128                                23.863 METERS 33251     |
 NW0306|---------------------------------------------------------------------|
 NW0306
 NW0306                          SUPERSEDED SURVEY CONTROL
 NW0306
 NW0306  NAD 83(1986)-  42 59 17.12414(N)    117 09 00.36396(W) AD(       ) 2
 NW0306  NAD 27      -  42 59 17.56487(N)    117 08 56.85137(W) AD(       ) 2
 NW0306  NGVD 29 (07/19/86) 1318.17   (m)         4324.7    (f) LEVELING    3  
 NW0306
 NW0306.Superseded values are not recommended for survey control.
 NW0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0306.See file dsdata.txt to determine how the superseded data were derived.
 NW0306
 NW0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH8776359503(NAD 83)
 NW0306_MARKER: DD = SURVEY DISK
 NW0306_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NW0306
 NW0306  HISTORY     - Date     Condition        Report By
 NW0306  HISTORY     - 1969     MONUMENTED       USGS
 NW0306
 NW0306                          STATION DESCRIPTION
 NW0306
 NW0306'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 NW0306'LOCATED ABOUT 4 MI W. OF JORDAN VALLEY.  102 FT NW. OF U.S. HWY.
 NW0306'95, 52 FT S. OF GRAVEL RD., 13.5 FT SW. OF POWER POLE, 9 FT N. OF
 NW0306'TELEPHONE POLE, 6.5 FT S. OF FENCE CORNER.  IN RD. FORK OF U.S.
 NW0306'HWY. 95 AND GRAVEL RD. TO COW LAKES.
 NW0306'
 NW0306'TO REACH FROM POST OFFICE IN JORDAN VALLEY, DRIVE W. 4.7 MI TO
 NW0306'STATION.
 NW0306'
 NW0306'STATION MARK--STANDARD TABLET STAMPED---ANDERSON ET 1969---, SET IN
 NW0306'CONCRETE POST POURED IN PLACE, FLUSH WITH GROUND.
 NW0306'
 NW0306'UNDERGROUND MARK--STANDARD TABLET STAMPED---ANDERSON 1969---.
 NW0306'
 NW0306'RM 1--RM TABLET STAMPED---NO 1 1969---, SET IN CONCRETE POST FLUSH
 NW0306'WITH GROUND.
 NW0306'
 NW0306'RM 2--NGS BM STAMPED---N 128 1934---, SET IN CONCRETE POST IN EDGE
 NW0306'OF DITCH.
 NW0306'
 NW0306'RM 3--BLM PIPE WITH CAP
 NW0306'STAMPED---T29S T30S R45E R46E S36 S31 S1 S6 1961---, SET IN SHOULDER
 NW0306'OF RD.
 NW0306'
 NW0306'HEIGHT OF INSTRUMENT ABOVE STATION MARK--5.49 FT
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2355 ***********************************************************************
 RC2355  DESIGNATION -  ANDERSON POINT LIGHT
 RC2355  PID         -  RC2355
 RC2355  STATE/COUNTY-  OR/HOOD RIVER
 RC2355  USGS QUAD   -  CARSON (1994)
 RC2355
 RC2355                         *CURRENT SURVEY CONTROL
 RC2355  ___________________________________________________________________
 RC2355* NAD 83(1991)-  45 41 53.66038(N)    121 48 37.24125(W)     ADJUSTED  
 RC2355* NAVD 88     -              **(meters)            **(feet)            
 RC2355  ___________________________________________________________________
 RC2355  LAPLACE CORR-           4.24  (seconds)                    DEFLEC99
 RC2355  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 RC2355  HORZ ORDER  -  THIRD
 RC2355
 RC2355.The horizontal coordinates were established by classical geodetic methods
 RC2355.and adjusted by the National Geodetic Survey in October 1991.
 RC2355
 RC2355
 RC2355.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2355
 RC2355.The geoid height was determined by GEOID03.
 RC2355
 RC2355;                    North         East     Units Scale Factor Converg.
 RC2355;SPC OR N     -   226,583.145 2,397,956.874   MT  0.99993728   -0 55 45.4
 RC2355;SPC OR N     -   743,383.02  7,867,312.58   iFT  0.99993728   -0 55 45.4
 RC2355;SPC WA S     -    41,407.588   397,947.288   MT  1.00003336   -0 57 06.6
 RC2355;SPC WA S     -   135,851.39  1,305,598.73   sFT  1.00003336   -0 57 06.6
 RC2355;UTM  10      - 5,061,208.847   592,617.082   MT  0.99970546   +0 51 05.3
 RC2355
 RC2355                          SUPERSEDED SURVEY CONTROL
 RC2355
 RC2355  NAD 83(1986)-  45 41 53.67139(N)    121 48 37.24928(W) AD(       ) 4
 RC2355  NAD 27      -  45 41 54.24800(N)    121 48 32.98200(W) AD(       ) 3
 RC2355
 RC2355.Superseded values are not recommended for survey control.
 RC2355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2355.See file dsdata.txt to determine how the superseded data were derived.
 RC2355
 RC2355_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER9261761209(NAD 83)
 RC2355
 RC2355  HISTORY     - Date     Condition        Report By
 RC2355  HISTORY     - 1939     MONUMENTED       CGS
 RC2355  HISTORY     - 1948     SEE DESCRIPTION  CGS
 RC2355  HISTORY     - 1959     SEE DESCRIPTION  CGS
 RC2355
 RC2355                          STATION DESCRIPTION
 RC2355
 RC2355'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (WMS)
 RC2355'THE LIGHT WAS POINTED ON.
 RC2355
 RC2355                          STATION RECOVERY (1948)
 RC2355
 RC2355'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (WHB)
 RC2355'WHITE HOUSE ON CONCRETE BASE.  WHITE REFLECTOR F1. R., 4
 RC2355'SEC. LOCATED TIP OF ANDERSON POINT ON THE S SHORE OF THE COLUMBIA
 RC2355'RIVER ABOUT 5.2 MILES E OF CASCADE LOCKS.  THIS LIGHT IS LISTED
 RC2355'IN THE 1948 PACIFIC COAST LIGHT LIST AS LIGHT NO. 1265.
 RC2355
 RC2355                          STATION RECOVERY (1959)
 RC2355
 RC2355'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LGT)
 RC2355'THE STATION HAS BEEN DESTROYED.  THE LIGHT WAS REPORTED TO HAVE
 RC2355'BEEN REBUILT IN 1952.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH1189 ***********************************************************************
 OH1189  DESIGNATION -  ANDY
 OH1189  PID         -  OH1189
 OH1189  STATE/COUNTY-  OR/MALHEUR
 OH1189  USGS QUAD   -  KANE SPRING GULCH (1967)
 OH1189
 OH1189                         *CURRENT SURVEY CONTROL
 OH1189  ___________________________________________________________________
 OH1189* NAD 83(1991)-  43 51 36.67345(N)    117 29 25.88038(W)     ADJUSTED  
 OH1189* NAVD 88     -      1000.7    (meters)    3283.     (feet)  VERTCON   
 OH1189  ___________________________________________________________________
 OH1189  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 OH1189  GEOID HEIGHT-         -18.01  (meters)                     GEOID03
 OH1189  HORZ ORDER  -  SECOND
 OH1189
 OH1189.The horizontal coordinates were established by classical geodetic methods
 OH1189.and adjusted by the National Geodetic Survey in October 1991.
 OH1189
 OH1189.The NAVD 88 height was computed by applying the VERTCON shift value to
 OH1189.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OH1189
 OH1189.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1189
 OH1189.The geoid height was determined by GEOID03.
 OH1189
 OH1189;                    North         East     Units Scale Factor Converg.
 OH1189;SPC OR S     -   248,015.747 1,741,884.913   MT  0.99996747   +2 03 32.1
 OH1189;SPC OR S     -   813,699.96  5,714,845.52   iFT  0.99996747   +2 03 32.1
 OH1189;UTM  11      - 4,856,461.238   460,580.555   MT  0.99961911   -0 20 23.6
 OH1189
 OH1189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1189!SPC OR S     -   0.99984592  x   0.99996747  =   0.99981340
 OH1189!UTM  11      -   0.99984592  x   0.99961911  =   0.99946509
 OH1189
 OH1189:                Primary Azimuth Mark                     Grid Az
 OH1189:SPC OR S     -  BULLY                                    009 50 23.1
 OH1189:UTM  11      -  BULLY                                    012 14 18.8
 OH1189
 OH1189|---------------------------------------------------------------------|
 OH1189| PID    Reference Object                     Distance      Geod. Az  |
 OH1189|                                                           dddmmss.s |
 OH1189| QB1238 BULLY                               APPROX.16.8 KM 0115355.2 |
 OH1189| CD5788 ANDY RM 2                            15.362 METERS 02353     |
 OH1189| CD5787 ANDY RM 1                            10.132 METERS 09351     |
 OH1189|---------------------------------------------------------------------|
 OH1189
 OH1189                          SUPERSEDED SURVEY CONTROL
 OH1189
 OH1189  NAD 83(1986)-  43 51 36.67085(N)    117 29 25.87467(W) AD(       ) 2
 OH1189  NAD 27      -  43 51 37.10412(N)    117 29 22.19722(W) AD(       ) 2
 OH1189  NGVD 29 (07/19/86)  999.7    (m)         3280.     (f) VERT ANG    3  
 OH1189
 OH1189.Superseded values are not recommended for survey control.
 OH1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1189.See file dsdata.txt to determine how the superseded data were derived.
 OH1189
 OH1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ6058156461(NAD 83)
 OH1189_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OH1189_SETTING: 80 = SET IN A BOULDER
 OH1189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH1189+STABILITY: SURFACE MOTION
 OH1189
 OH1189  HISTORY     - Date     Condition        Report By
 OH1189  HISTORY     - 1967     MONUMENTED       USGS
 OH1189  HISTORY     - 1973     GOOD             USGS
 OH1189
 OH1189                          STATION DESCRIPTION
 OH1189
 OH1189'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 OH1189'LOCATED ABOUT 15 MI SW. OF VALE, 2 MI S. OF LITTLE VALLEY STORE.
 OH1189'ON PROMINENT PEAK ON N.-S. RIDGE.  PEAK IS HIGHEST POINT OF RIDGE
 OH1189'ON NORTH END.
 OH1189'
 OH1189'TO REACH FROM JCT. OF U.S. HWY. 20 AND BULLY CREEK RD. AT WEST
 OH1189'EDGE OF VALE, GO W. ON U.S. HWY. 20 13.2 MI TO DIRT RD. S.  TURN
 OH1189'S. ALONG MAIN-TRAVELED RD. 2 MI TO RD. FORK.  TURN RIGHT AND
 OH1189'FOLLOW MAIN RD. S. AND SW. 2.6 MI TO RD. FORK.  TURN RIGHT (W.)
 OH1189'THROUGH TWO GATES 0.5 MI TO SLIGHT SADDLE.  TURN RIGHT GENERALLY
 OH1189'N. ACROSS COUNTRY ALONG TOP OF RIDGE 1.3 MI TO HIGHEST ROCKY TOP
 OH1189'AND STATION.
 OH1189'
 OH1189'STATION MARK--STANDARD TABLET STAMPED---ANDY 1967---, SET IN
 OH1189'BOULDER FLUSH WITH GROUND, SURROUNDED BY BOULDERS 3 TO 4-FT HIGH.
 OH1189'
 OH1189'RM 1--STANDARD RM TABLET STAMPED---NO 1 1967---, SET IN LARGE
 OH1189'BOULDER PROJECTING 3 FT ABOVE GROUND.
 OH1189'
 OH1189'RM 2--STANDARD RM TABLET STAMPED---NO 2 1967---, SET IN LARGE
 OH1189'BOULDER PROJECTING 3 FT ABOVE GROUND.
 OH1189
 OH1189                          STATION RECOVERY (1973)
 OH1189
 OH1189'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 OH1189'NOT OCCUPIED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2004 ***********************************************************************
 QE2004  DESIGNATION -  ANDY
 QE2004  PID         -  QE2004
 QE2004  STATE/COUNTY-  OR/POLK
 QE2004  USGS QUAD   -  RICKREALL (1976)
 QE2004
 QE2004                         *CURRENT SURVEY CONTROL
 QE2004  ___________________________________________________________________
 QE2004* NAD 83(1991)-  44 53 36.86456(N)    123 14 08.54268(W)     ADJUSTED  
 QE2004* NAVD 88     -        64.     (meters)     210.     (feet)  VERTCON   
 QE2004  ___________________________________________________________________
 QE2004  LAPLACE CORR-          -8.50  (seconds)                    DEFLEC99
 QE2004  GEOID HEIGHT-         -22.38  (meters)                     GEOID03
 QE2004  HORZ ORDER  -  SECOND
 QE2004
 QE2004.The horizontal coordinates were established by classical geodetic methods
 QE2004.and adjusted by the National Geodetic Survey in October 1991.
 QE2004
 QE2004.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE2004.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE2004
 QE2004.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2004
 QE2004.The geoid height was determined by GEOID03.
 QE2004
 QE2004;                    North         East     Units Scale Factor Converg.
 QE2004;SPC OR N     -   139,993.583 2,283,960.865   MT  0.99990606   -1 56 24.4
 QE2004;SPC OR N     -   459,296.53  7,493,309.92   iFT  0.99990606   -1 56 24.4
 QE2004;UTM  10      - 4,971,154.894   481,388.379   MT  0.99960426   -0 09 58.9
 QE2004
 QE2004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2004!SPC OR N     -   0.99999347  x   0.99990606  =   0.99989953
 QE2004!UTM  10      -   0.99999347  x   0.99960426  =   0.99959773
 QE2004
 QE2004                          SUPERSEDED SURVEY CONTROL
 QE2004
 QE2004  NAD 83(1986)-  44 53 36.88979(N)    123 14 08.55869(W) AD(       ) 2
 QE2004  NAD 27      -  44 53 37.46219(N)    123 14 04.19745(W) AD(       ) 2
 QE2004  NGVD 29 (07/19/86)   63.     (m)          207.     (f) VERT ANG    3  
 QE2004
 QE2004.Superseded values are not recommended for survey control.
 QE2004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2004.See file dsdata.txt to determine how the superseded data were derived.
 QE2004
 QE2004_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ8138871155(NAD 83)
 QE2004
 QE2004  HISTORY     - Date     Condition        Report By
 QE2004  HISTORY     - 1974     MONUMENTED       OR-053
 QE2004
 QE2004                          STATION DESCRIPTION
 QE2004
 QE2004'DESCRIBED BY POLK COUNTY OREGON 1974 (DB)
 QE2004'THE STATION IS LOCATED IN POLK COUNTY, OREGON, IN THE SOUTHEAST
 QE2004'QUARTER OF THE NORTHEAST QUARTER OF SECTION 12, TOWNSHIP 8 SOUTH,
 QE2004'RANGE 5 WEST OF THE WILLAMETTE MERIDIAN.
 QE2004'
 QE2004'TO REACH STATION ANDY FROM THE INTERSECTION OF STATE HIGHWAY 99W
 QE2004'AND STATE HIGHWAY 51 IN MONMOUTH, GO NORTH ON 99W 3.4 MILES TO THE
 QE2004'INTERSECTION OF C.R. 852.  TURN LEFT ON 852 AND CONTINUE WEST 0.3
 QE2004'MILES TO THE INTERSECTION OF C.R. 852 AND OLD HIGHWAY 99W.  TURN
 QE2004'LEFT ON OLD 99W AND GO SOUTH 0.25 MILES TO THE STATION.
 QE2004'
 QE2004'THE STATION IS A 12 IN CONCRETE MONUMENT 6 IN BELOW THE SURFACE OF
 QE2004'THE GROUND WITH A POLK COUNTY BRASS CAP STAMPED, ANDY 12AD 85
 QE2004'1974.  IT IS ON THE EAST SIDE OF THE ROAD, 24 FEET EAST OF THE
 QE2004'CENTERLINE OF THE ROAD, 15.5 FEET WEST OF THE FENCE, 200.0 FEET
 QE2004'SOUTH OF THE BARN LOT ENTRANCE.
 QE2004'
 QE2004'R.M. 1 IS A 5/8 IN X 30 IN REBAR WITH A POLK COUNTY ALUMINUM CAP
 QE2004'SET FLUSH WITH GROUND ON THE EAST SIDE OF THE ROAD.  THE MARK IS
 QE2004'1.0 FEET WEST OF THE FENCE AND 0.5 FEET NORTH OF THE WITNESS POST.
 QE2004'
 QE2004'R.M. 2 IS A 5/8 IN X 30 IN REBAR WITH A POLK COUNTY ALUMINUM CAP
 QE2004'SET FLUSH WITH THE GROUND.  IT IS 0.5 FEET WEST OF THE FENCE AND
 QE2004'0.5 FEET SOUTH OF THE WITNESS POST.
 QE2004'
 QE2004'HEIGHT OF LIGHT ABOVE STATION MARK 2.42 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA1064 ***********************************************************************
 RA1064  DESIGNATION -  ANEROID RESET
 RA1064  PID         -  RA1064
 RA1064  STATE/COUNTY-  OR/WALLOWA
 RA1064  USGS QUAD   -  ANEROID MOUNTAIN (1990)
 RA1064
 RA1064                         *CURRENT SURVEY CONTROL
 RA1064  ___________________________________________________________________
 RA1064* NAD 83(1991)-  45 11 21.62369(N)    117 13 13.10206(W)     ADJUSTED  
 RA1064* NAVD 88     -      2950.1    (meters)    9679.     (feet)  VERTCON   
 RA1064  ___________________________________________________________________
 RA1064  LAPLACE CORR-           3.49  (seconds)                    DEFLEC99
 RA1064  GEOID HEIGHT-         -15.35  (meters)                     GEOID03
 RA1064  HORZ ORDER  -  THIRD
 RA1064
 RA1064.The horizontal coordinates were established by classical geodetic methods
 RA1064.and adjusted by the National Geodetic Survey in October 1991.
 RA1064
 RA1064.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1064.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1064
 RA1064.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1064
 RA1064.The geoid height was determined by GEOID03.
 RA1064
 RA1064;                    North         East     Units Scale Factor Converg.
 RA1064;SPC OR N     -   174,431.658 2,757,642.452   MT  0.99989465   +2 19 33.3
 RA1064;SPC OR N     -   572,282.34  9,047,383.37   iFT  0.99989465   +2 19 33.3
 RA1064;UTM  11      - 5,004,007.619   482,693.790   MT  0.99960368   -0 09 22.7
 RA1064
 RA1064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1064!SPC OR N     -   0.99954008  x   0.99989465  =   0.99943478
 RA1064!UTM  11      -   0.99954008  x   0.99960368  =   0.99914395
 RA1064
 RA1064:                Primary Azimuth Mark                     Grid Az
 RA1064:SPC OR N     -  BONNY                                    064 31 21.0
 RA1064:UTM  11      -  BONNY                                    067 00 17.0
 RA1064
 RA1064|---------------------------------------------------------------------|
 RA1064| PID    Reference Object                     Distance      Geod. Az  |
 RA1064|                                                           dddmmss.s |
 RA1064| RA1065 BONNY                               APPROX. 3.9 KM 0665054.3 |
 RA1064| RA1076 NESBIT BUTTE LOT                    APPROX.19.5 KM 0955551.0 |
 RA1064| RA1075 NEBO LOT                            APPROX.11.1 KM 1174800.1 |
 RA1064| RA1078 RUSSELL MTN LOT                     APPROX.17.0 KM 1415832.4 |
 RA1064|---------------------------------------------------------------------|
 RA1064
 RA1064                          SUPERSEDED SURVEY CONTROL
 RA1064
 RA1064  NAD 83(1986)-  45 11 21.62023(N)    117 13 13.11371(W) AD(       ) 3
 RA1064  NGVD 29 (09/20/87) 2948.6    (m)         9674.     (f) H LEVEL     3  
 RA1064
 RA1064.Superseded values are not recommended for survey control.
 RA1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1064.See file dsdata.txt to determine how the superseded data were derived.
 RA1064
 RA1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML8269404008(NAD 83)
 RA1064_MARKER: DS = TRIANGULATION STATION DISK
 RA1064_SETTING: 80 = SET IN A BOULDER
 RA1064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA1064+STABILITY: SURFACE MOTION
 RA1064
 RA1064  HISTORY     - Date     Condition        Report By
 RA1064  HISTORY     - 1954     MONUMENTED       USGS
 RA1064
 RA1064                          STATION DESCRIPTION
 RA1064
 RA1064'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 RA1064'LOCATED ABOUT 11 MI S. OF JOSEPH, 1.5 MI SE. OF ANEROID LAKE.  ON
 RA1064'HIGHEST POINT OF PETES PEAK.
 RA1064'
 RA1064'TO REACH FROM JOSEPH, DRIVE 8 MI S. AS PER SIGN
 RA1064'WALLOWA STATE PARK TO WALLOWA LAKE LODGE.  TURN LEFT ON
 RA1064'MAIN-TRAVELED GRAVEL RD. 3 MI TO POWER PLANT.  PACK S. ON EAST
 RA1064'FORK TRAIL 8 MI TO TENDERFOOT PASS.  LEAVE TRAIL AND PACK W. UP
 RA1064'RIDGE TO HIGHEST POINT AND STATION.
 RA1064'
 RA1064'STATION MARK--STANDARD TABLET, NOT STAMPED, CEMENTED IN LOOSE
 RA1064'ROCK WITH 4-FT. CAIRN BUILT OVER IT.  BECAUSE OF LOOSE ROCKS IT
 RA1064'IS EXPECTED THAT TABLET WILL FREEZE OUT.
 RA1064'
 RA1064'RMS--NONE SET DUE TO INSTABILITY OF ROCKS.
 RA1064'
 RA1064'NOTE--THIS STATION REPLACES ANEROID 1902.  ANEROID 1902 WAS
 RA1064'FOUND WITH NO CAIRN OVER IT AND LYING LOOSE IN ROCKS.  TABLET
 RA1064'WAS RESET AND OBSERVATIONS MADE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2188 ***********************************************************************
 RD2188  DESIGNATION -  ANGEL RESET
 RD2188  PID         -  RD2188
 RD2188  STATE/COUNTY-  OR/MULTNOMAH
 RD2188  USGS QUAD   -  BRIDAL VEIL (1994)
 RD2188
 RD2188                         *CURRENT SURVEY CONTROL
 RD2188  ___________________________________________________________________
 RD2188* NAD 83(1991)-  45 34 12.35325(N)    122 09 21.89688(W)     ADJUSTED  
 RD2188* NAVD 88     -        56.     (meters)     184.     (feet)  SCALED    
 RD2188  ___________________________________________________________________
 RD2188  LAPLACE CORR-           9.06  (seconds)                    DEFLEC99
 RD2188  GEOID HEIGHT-         -22.16  (meters)                     GEOID03
 RD2188  HORZ ORDER  -  THIRD
 RD2188
 RD2188.The horizontal coordinates were established by classical geodetic methods
 RD2188.and adjusted by the National Geodetic Survey in October 1991.
 RD2188
 RD2188.The orthometric height was scaled from a topographic map.
 RD2188
 RD2188.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2188
 RD2188.The geoid height was determined by GEOID03.
 RD2188
 RD2188;                    North         East     Units Scale Factor Converg.
 RD2188;SPC OR N     -   212,839.343 2,370,744.024   MT  0.99991909   -1 10 28.1
 RD2188;SPC OR N     -   698,291.81  7,778,031.57   iFT  0.99991909   -1 10 28.1
 RD2188;SPC WA S     -    27,674.217   370,724.957   MT  1.00007004   -1 12 10.7
 RD2188;SPC WA S     -    90,794.49  1,216,286.80   sFT  1.00007004   -1 12 10.7
 RD2188;UTM  10      - 5,046,630.577   565,850.669   MT  0.99965331   +0 36 09.6
 RD2188
 RD2188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2188!SPC OR N     -   0.99999469  x   0.99991909  =   0.99991378
 RD2188!SPC WA S     -   0.99999469  x   1.00007004  =   1.00006473
 RD2188!UTM  10      -   0.99999469  x   0.99965331  =   0.99964800
 RD2188
 RD2188:                Primary Azimuth Mark                     Grid Az
 RD2188:SPC OR N     -  FASHION REEF LIGHT                       051 26 37.2
 RD2188:SPC WA S     -  FASHION REEF LIGHT                       051 28 19.8
 RD2188:UTM  10      -  FASHION REEF LIGHT                       049 39 59.5
 RD2188
 RD2188|---------------------------------------------------------------------|
 RD2188| PID    Reference Object                     Distance      Geod. Az  |
 RD2188|                                                           dddmmss.s |
 RD2188| RD2218 FASHION REEF LIGHT                  APPROX. 2.5 KM 0501609.1 |
 RD2188| CE2266 ANGEL RM 1                            3.176 METERS 07909     |
 RD2188| CE2267 ANGEL RM 2                            5.931 METERS 16415     |
 RD2188| RD2237 PHOCA ROCK HIGHEST POINT            APPROX. 2.0 KM 2770650.3 |
 RD2188| RD2220 CANDIANA LIGHT                      APPROX. 2.7 KM 2810532.2 |
 RD2188| RD2225 ROCK SHED SE COR ROOF               APPROX. 3.1 KM 2832227.4 |
 RD2188| RD2235 MT ZION 2                           APPROX. 4.2 KM 2862705.6 |
 RD2188| RD0045 VEIL                                367.107 METERS 31836     |
 RD2188|---------------------------------------------------------------------|
 RD2188
 RD2188                          SUPERSEDED SURVEY CONTROL
 RD2188
 RD2188  NAD 83(1986)-  45 34 12.36332(N)    122 09 21.90434(W) AD(       ) 3
 RD2188  NAD 27      -  45 34 12.93300(N)    122 09 17.58700(W) AD(       ) 3
 RD2188
 RD2188.Superseded values are not recommended for survey control.
 RD2188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2188.See file dsdata.txt to determine how the superseded data were derived.
 RD2188
 RD2188_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER6585146631(NAD 83)
 RD2188_MARKER: H = DRILL HOLE
 RD2188_SETTING: 0 = UNSPECIFIED SETTING
 RD2188
 RD2188  HISTORY     - Date     Condition        Report By
 RD2188  HISTORY     - 1901     MONUMENTED       CGS
 RD2188  HISTORY     - 1938     SEE DESCRIPTION  CGS
 RD2188  HISTORY     - 1948     GOOD             CGS
 RD2188  HISTORY     - 1951     GOOD             CGS
 RD2188  HISTORY     - 1956     GOOD             CGS
 RD2188  HISTORY     - 1969     GOOD             WADNR
 RD2188
 RD2188                          STATION DESCRIPTION
 RD2188
 RD2188'DESCRIBED BY COAST AND GEODETIC SURVEY 1901 (FM)
 RD2188'ON A ROCKY BENCH, ON THE CREST OR BACKBONE OF A LOW BRUSHY RIDGE,
 RD2188'ABOUT 1 MILE E OF BRIDAL VEIL, 400 METERS BACK OF A LONG, LOW POINT
 RD2188'MAKING OUT INTO THE RIVER, ABOUT 200 METERS SE OF THE HOUSE ON MR.
 RD2188'DALTONS PLACE.  BACK OF THE STATION IS A PROMINENT BLUFF CALLED
 RD2188'ANGELS REST.  THE STATION IS MARKED BY A DRILL HOLE IN THE SLOPING
 RD2188'FACE OF THE SOLID ROCK ABOUT 4 INCHES BELOW THE SURFACE.  THERE ARE
 RD2188'3 REFERENCE MARKS, DRILL HOLES IN OUTCROPPING ROCK, THE DISTANCES
 RD2188'AND MAGNETIC AZIMUTHS OF WHICH ARE GIVEN.  DISTANT 0.85 METER 194
 RD2188'DEG 00 MIN, DISTANT 3.89 METERS 4 DEG 40 MIN, AND DISTANT 1.46 METERS
 RD2188'68 DEG 00 MIN.
 RD2188
 RD2188                          STATION RECOVERY (1938)
 RD2188
 RD2188'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (WMS)
 RD2188'RECOVERED AND RE-MARKED.  STATION IS LOCATED ABOUT 1.5 MILES NE OF
 RD2188'BRIDAL VEIL, OREGON, AND 400 METERS BACK OF A LONG, LOW POINT MAKING
 RD2188'OUT INTO THE COLUMBIA RIVER, ON A SMALL ROCKY BENCH ON THE BACKBONE
 RD2188'OF A LOW BRUSHY RIDGE AND ON THE S SIDE OF THE COLUMBIA RIVER
 RD2188'HIGHWAY (U.S. 30).  DIRECTLY BACK OF THE STATION IS A PROMINENT
 RD2188'BLUFF CALLED ANGELS REST.
 RD2188'
 RD2188'STATION MARK IS A STANDARD DISK SET IN CONCRETE IN 4-FOOT LENGTH OF
 RD2188'4-INCH CAST-IRON SOIL PIPE EXTENDING 6 INCHES ABOVE SURFACE.
 RD2188'
 RD2188'REFERENCE MARKS ARE STANDARD BRONZE DISKS IN OUTCROPPING BEDROCK.
 RD2188'
 RD2188'STATION IS REACHED BY GOING ALONG THE COLUMBIA RIVER HIGHWAY TO
 RD2188'MILEPOST 30 AND END OF TRUCK TRAVEL.  FROM HERE CONTINUE S ALONG
 RD2188'TOP OF RIDGE ABOUT 100 METERS TO ROCKY BENCH AND STATION.
 RD2188
 RD2188                          STATION RECOVERY (1948)
 RD2188
 RD2188'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RAE)
 RD2188'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION AND
 RD2188'THE DISTANCE TO THE REFERENCE MARKS VERIFIED.  HOWEVER, THE
 RD2188'FOLLOWING SHOULD BE ADDED TO THE DESCRIPTION--
 RD2188'
 RD2188'PROCEED S AT RIGHT ANGLES TO THE HIGHWAY ALONG THE FIRST RIDGE
 RD2188'E (ABOUT 15 METERS) OF MILEPOST 30.  FOLLOW THIS RIDGE FOR ABOUT 50
 RD2188'METERS TO AN E-W UNDERGROUND CABLE CLEARING.  A LARGE 36-INCH FIR
 RD2188'TREE WITH ITS BRANCHES CUT OUT NEAR THE TOP IS ABOUT 20 METERS S OF
 RD2188'THE E-W CLEARING.  ON A PROJECTED N-S LINE ABOUT 20 METERS E OF THE
 RD2188'36-INCH TRIMMED FIR, FOLLOW THE BACKBONE OF THE RIDGE S FOR 50
 RD2188'METERS TO ROCK OUTCROP AND STATION.  A WOODEN STAND IS OVER THE
 RD2188'STATION AND IS SURROUNDED BY BRUSH.
 RD2188'
 RD2188'THE STATION IS FLUSH WITH THE GROUND.
 RD2188'
 RD2188'3.  THE STATION AND REFERENCE MARKS 1 AND 2 ARE STAMPED,
 RD2188'RESPECTIVELY--ANGEL 1901, ANGEL NO 1 1938, AND ANGEL NO 2 1938.
 RD2188
 RD2188                          STATION RECOVERY (1951)
 RD2188
 RD2188'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (ANS)
 RD2188'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN EXCELLENT
 RD2188'CONDITION.
 RD2188'
 RD2188'THE STATION IS ABOUT 1.5 MILES NE OF BRIDAL VEIL, 400 METERS BACK OF
 RD2188'A LONG, LOW POINT MAKING OUT INTO THE COLUMBIA RIVER, ON A SMALL,
 RD2188'ROCKY BENCH ON THE BACKBONE OF A LOW, BRUSHY RIDGE, AND ON THE S
 RD2188'SIDE OF THE OLD ROUTE OF U.S. HIGHWAY 30.  IT IS NEAR THE BASE OF
 RD2188'THE 1600-FOOT BLUFF KNOWN AS ANGELS REST.
 RD2188'
 RD2188'STATION MARK IS A STANDARD DISK, STAMPED ANGEL 1901, SET IN
 RD2188'BEDROCK 4 INCHES BELOW THE SURFACE OF THE GROUND.  THE OLD TRIPOD,
 RD2188'BUILT IN 1938, REMAINS OVER THE MARK.
 RD2188'
 RD2188'R.M. 1 IS A STANDARD DISK, STAMPED ANGEL NO 1 1938, SET IN BEDROCK
 RD2188'OUTCROP ON THE E SLOPE OF THE RIDGE.  IT IS 4 FEET LOWER THAN THE
 RD2188'STATION MARK.
 RD2188'
 RD2188'R.M. 2 IS A STANDARD DISK, STAMPED ANGEL NO 2 1938, SET IN BEDROCK ON
 RD2188'THE CREST OF THE RIDGE.  IT IS 2 FEET HIGHER THAN THE STATION MARK.
 RD2188'
 RD2188'TO REACH THE STATION FROM THE JUNCTION AT THE E EDGE OF BRIDAL VEIL
 RD2188'(MILEPOST 29 ON THE OLD HIGHWAY), GO E ON THE OLD ROUTE OF U.S.
 RD2188'HIGHWAY 30 FOR 1.0 MILE TO THE END OF TRUCK TRAVEL AT THE START OF A
 RD2188'CURVE.  FROM THE END OF TRUCK TRAVEL GO SE UP THE CREST OF THE LOW
 RD2188'RIDGE FOR ABOUT 50 METERS TO THE UNDERGROUND CABLE CLEARING.  A
 RD2188'LARGE (36-INCH) FIR TREE WITH ITS BRANCHES CUT OUT IS ABOUT 20 METERS
 RD2188'S OF THE CLEARING.  ON A PROJECTED N-S LINE ABOUT 20 METERS E OF THE
 RD2188'TRIMMED FIR FOLLOW THE BACKBONE OF THE RIDGE S FOR 50 METERS TO A
 RD2188'ROCK OUTCROP AND THE STATION.  THE STATION IS ABOUT A 5-MINUTE PACK
 RD2188'FROM THE HIGHWAY.
 RD2188
 RD2188                          STATION RECOVERY (1956)
 RD2188
 RD2188'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JBW)
 RD2188'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 RD2188'DESCRIBED IN 1951 AND WERE IN GOOD CONDITION.  A SLIGHT DIFFERENCE IN
 RD2188'THE DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS WERE FOUND.
 RD2188'THIS WAS NOTED AND CHECKED IN THE FIELD.
 RD2188'
 RD2188'THE 1951 DESCRIPTION OF THE ROUTE TO THE STATION IS ADEQUATE.
 RD2188
 RD2188                          STATION RECOVERY (1969)
 RD2188
 RD2188'RECOVERY NOTE BY WA DEPT OF NAT RES 1969 (CEW)
 RD2188'ANGEL GOOD.  OLD WOODEN SIGNAL TOWER FALLEN OVER MONUMENT.
 RD2188'
 RD2188'R.M. NO. 1 GOOD.
 RD2188'
 RD2188'R.M. NO. 2 GOOD.
 RD2188'
 RD2188'TIMBER HAS GROWN UP OBSCURING VIEW.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1992 ***********************************************************************
 QE1992  DESIGNATION -  ANGIE
 QE1992  PID         -  QE1992
 QE1992  STATE/COUNTY-  OR/POLK
 QE1992  USGS QUAD   -  MONMOUTH (1986)
 QE1992
 QE1992                         *CURRENT SURVEY CONTROL
 QE1992  ___________________________________________________________________
 QE1992* NAD 83(1991)-  44 51 49.32591(N)    123 12 57.61007(W)     ADJUSTED  
 QE1992* NAVD 88     -        57.     (meters)     187.     (feet)  VERTCON   
 QE1992  ___________________________________________________________________
 QE1992  LAPLACE CORR-          -7.29  (seconds)                    DEFLEC99
 QE1992  GEOID HEIGHT-         -22.47  (meters)                     GEOID03
 QE1992  HORZ ORDER  -  SECOND
 QE1992
 QE1992.The horizontal coordinates were established by classical geodetic methods
 QE1992.and adjusted by the National Geodetic Survey in October 1991.
 QE1992
 QE1992.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE1992.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE1992
 QE1992.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE1992
 QE1992.The geoid height was determined by GEOID03.
 QE1992
 QE1992;                    North         East     Units Scale Factor Converg.
 QE1992;SPC OR N     -   136,623.627 2,285,404.698   MT  0.99990868   -1 55 34.1
 QE1992;SPC OR N     -   448,240.25  7,498,046.91   iFT  0.99990868   -1 55 34.1
 QE1992;UTM  10      - 4,967,832.253   482,935.361   MT  0.99960358   -0 09 08.5
 QE1992
 QE1992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE1992!SPC OR N     -   0.99999458  x   0.99990868  =   0.99990326
 QE1992!UTM  10      -   0.99999458  x   0.99960358  =   0.99959817
 QE1992
 QE1992                          SUPERSEDED SURVEY CONTROL
 QE1992
 QE1992  NAD 83(1986)-  44 51 49.35100(N)    123 12 57.62646(W) AD(       ) 2
 QE1992  NAD 27      -  44 51 49.92197(N)    123 12 53.26868(W) AD(       ) 2
 QE1992  NGVD 29 (07/19/86)   56.     (m)          184.     (f) VERT ANG    3  
 QE1992
 QE1992.Superseded values are not recommended for survey control.
 QE1992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1992.See file dsdata.txt to determine how the superseded data were derived.
 QE1992
 QE1992_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ8293567832(NAD 83)
 QE1992
 QE1992  HISTORY     - Date     Condition        Report By
 QE1992  HISTORY     - 1974     MONUMENTED       OR-053
 QE1992
 QE1992                          STATION DESCRIPTION
 QE1992
 QE1992'DESCRIBED BY POLK COUNTY OREGON 1974 (DB)
 QE1992'THE STATION IS LOCATED IN POLK COUNTY, OREGON, IN THE SOUTHEAST
 QE1992'QUARTER OF THE NORTHEAST QUARTER OF SECTION 19, TOWNSHIP 8 SOUTH,
 QE1992'RANGE 4 WEST OF THE WILLAMETTE MERIDIAN.
 QE1992'
 QE1992'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 99W
 QE1992'AND STATE HIGHWAY 51 IN MONMOUTH, GO NORTH 1.1 MILES TO THE
 QE1992'INTERSECTION OF 99W AND COUNTY ROAD NO. 846.  TURN RIGHT ON C.R.
 QE1992'846 AND CONTINUE EAST 0.65 MILES TO THE STATION ON THE RIGHT.
 QE1992'
 QE1992'THE STATION IS A 12 IN CONCRETE MONUMENT WITH A POLK COUNTY BRASS
 QE1992'STAMPED ANGIE 19AD 84 1972.  IT IS LOCATED 2.0 FEET WEST AND 2.0
 QE1992'FEET NORTH OF THE WEST GATE POST OF THE FIELD ENTRANCE AND 27.0
 QE1992'FEET SOUTH OF THE CENTERLINE OF C.R. 846.
 QE1992'
 QE1992'R.M. 1 IS A 5/8 IN X 30 IN REBAR WITH A POLK COUNTY ALUMINUM
 QE1992'CAP SET FLUSH WITH THE GROUND 1.0 FEET NORTH OF THE FENCE, 1.5 FEET
 QE1992'SOUTH OF THE DITCH AND 0.5 FEET EAST OF THE WITNESS POST.
 QE1992'
 QE1992'R.M. 2 IS A 5/8 IN X 30 IN REBAR WITH A POLK COUNTY ALUMINUM
 QE1992'CAP SET FLUSH WITH THE GROUND ON THE NORTH SIDE OF C.R. 846, 1.0
 QE1992'FOOT NORTH OF THE DITCH, 1.0 FOOT SOUTH OF THE FENCE AND 0.5 FEET
 QE1992'EAST OF THE WITNESS POST AND 13.0 FEET WEST OF THE WEST GATE POST.
 QE1992'
 QE1992'HEIGHT OF LIGHT ABOVE STATION MARK 2.88 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1946 ***********************************************************************
 QE1946  DESIGNATION -  ANKENY
 QE1946  PID         -  QE1946
 QE1946  STATE/COUNTY-  OR/MARION
 QE1946  USGS QUAD   -  SIDNEY (1986)
 QE1946
 QE1946                         *CURRENT SURVEY CONTROL
 QE1946  ___________________________________________________________________
 QE1946* NAD 83(1991)-  44 49 00.20562(N)    123 03 47.68572(W)     ADJUSTED  
 QE1946* NAVD 88     -       199.     (meters)     653.     (feet)  SCALED    
 QE1946  ___________________________________________________________________
 QE1946  LAPLACE CORR-          -3.56  (seconds)                    DEFLEC99
 QE1946  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 QE1946  HORZ ORDER  -  THIRD
 QE1946
 QE1946.The horizontal coordinates were established by classical geodetic methods
 QE1946.and adjusted by the National Geodetic Survey in October 1991.
 QE1946
 QE1946.The orthometric height was scaled from a topographic map.
 QE1946
 QE1946.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE1946
 QE1946.The geoid height was determined by GEOID03.
 QE1946
 QE1946;                    North         East     Units Scale Factor Converg.
 QE1946;SPC OR N     -   131,011.789 2,297,304.469   MT  0.99991335   -1 49 04.1
 QE1946;SPC OR N     -   429,828.70  7,537,088.15   iFT  0.99991335   -1 49 04.1
 QE1946;UTM  10      - 4,962,593.009   494,999.379   MT  0.99960031   -0 02 40.5
 QE1946
 QE1946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE1946!SPC OR N     -   0.99997238  x   0.99991335  =   0.99988573
 QE1946!UTM  10      -   0.99997238  x   0.99960031  =   0.99957270
 QE1946
 QE1946:                Primary Azimuth Mark                     Grid Az
 QE1946:SPC OR N     -  ANKENY AZ MK                             028 34 46.6
 QE1946:UTM  10      -  ANKENY AZ MK                             026 48 23.0
 QE1946
 QE1946|---------------------------------------------------------------------|
 QE1946| PID    Reference Object                     Distance      Geod. Az  |
 QE1946|                                                           dddmmss.s |
 QE1946| CD9520 ANKENY AZ MK                                       0264542.5 |
 QE1946| CD9521 ANKENY RM 1                           5.824 METERS 08708     |
 QE1946| CD9522 ANKENY RM 2                           5.620 METERS 33716     |
 QE1946|---------------------------------------------------------------------|
 QE1946
 QE1946                          SUPERSEDED SURVEY CONTROL
 QE1946
 QE1946  NAD 83(1986)-  44 49 00.22934(N)    123 03 47.70338(W) AD(       ) 3
 QE1946  NAD 27      -  44 49 00.79543(N)    123 03 43.35871(W) AD(       ) 3
 QE1946
 QE1946.Superseded values are not recommended for survey control.
 QE1946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1946.See file dsdata.txt to determine how the superseded data were derived.
 QE1946
 QE1946_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ9499962593(NAD 83)
 QE1946_MARKER: DS = TRIANGULATION STATION DISK
 QE1946_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QE1946_SP_SET: METAL PIPE IN CONCRETE
 QE1946
 QE1946  HISTORY     - Date     Condition        Report By
 QE1946  HISTORY     - 1945     MONUMENTED       CGS
 QE1946  HISTORY     - 1968     GOOD             CGS
 QE1946  HISTORY     - 1970     GOOD             NGS
 QE1946
 QE1946                          STATION DESCRIPTION
 QE1946
 QE1946'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (ANS)
 QE1946'STATION IS LOCATED ON ANKENY HILL, ABOUT 7 MILES NW OF JEFFERSON,
 QE1946'5-1/2 MILES NE OF BUENA VISTA, AND 0.5 MILE NW OF ANKENY
 QE1946'SCHOOLHOUSE.
 QE1946'
 QE1946'STATION MARK, STAMPED ANKENY 1945, IS A BRONZE DISK BRAZED ON
 QE1946'THE END OF A CAST-IRON SOIL PIPE PLACED BELL DOWN AND PROJECTING
 QE1946'ABOUT 6 INCHES ABOVE THE GROUND.  IT IS 8.1 FEET W OF AN 8-INCH
 QE1946'OAK TREE (TRIANGULAR BLAZED), 7.9 FEET S OF AN 18-INCH OAK TREE
 QE1946'(TRIANGULAR BLAZED), AND AT THE MOST N PART OF THE CLEARING.  (NO
 QE1946'UNDERGROUND MARK WAS SET.) A BRONZE STATION DISK.
 QE1946'
 QE1946'REFERENCE MARK 1, STAMPED ANKENY NO 1 1945, IS A BRONZE DISK
 QE1946'BRAZED ON THE END OF A CAST-IRON SOIL PIPE PLACED BELL DOWN AND
 QE1946'PROJECTING ABOUT 8 INCHES ABOVE THE GROUND.  IT IS 15 FEET E OF
 QE1946'THE TIMBER LINE, 9 FEET E OF A TRIANGULAR-BLAZED LIVE OAK TREE,
 QE1946'AND ABOUT THE SAME ELEVATION AS THE STATION.  A BRONZE REFERENCE
 QE1946'DISK.
 QE1946'
 QE1946'REFERENCE MARK 2, STAMPED ANKENY NO 2 1945, IS A BRONZE DISK
 QE1946'BRAZED TO THE END OF A CAST-IRON SOIL PIPE PLACED BELL DOWN AND
 QE1946'PROJECTING ABOUT 4 INCHES ABOVE THE GROUND.  IT IS 8 FEET S OF A
 QE1946'LIVE OAK TREE, 2 FEET FROM THE EDGE OF THE FIELD, AND AT ABOUT
 QE1946'THE SAME ELEVATION AS THE STATION.  A BRONZE REFERENCE DISK.
 QE1946'
 QE1946'AZIMUTH MARK, STAMPED ANKENY 1945, IS A BRONZE AZIMUTH DISK SET
 QE1946'IN TOP OF 12-INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT
 QE1946'IS 200 FEET E OF THE FARMHOUSE, 17 FEET W OF A TELEPHONE POLE,
 QE1946'6 FEET S OF THE CENTER OF THE LANE, AND 1 FOOT N OF THE FENCE
 QE1946'LINE.
 QE1946'
 QE1946'TO REACH THE STATION FROM THE SCHOOLHOUSE IN JEFFERSON, GO N ON
 QE1946'U.S. HIGHWAY 99E FOR 4.0 MILES.  TURN LEFT (W) FOR 1.4 MILES TO
 QE1946'A SIGN ANKENY HILL.  TURN RIGHT (NW) FOR 2.4 MILES TO A PAVED
 QE1946'ROAD.  TURN RIGHT (NE) AND FOLLOW BLACK TOP ROAD FOR 1.2 MILES TO
 QE1946'THE ANKENY SCHOOLHOUSE, CONTINUE 0.5 MILE MORE TO A FARM LANE ON
 QE1946'THE LEFT.  TURN LEFT (W) AND GO 0.1 MILE TO THE FARMHOUSE, PASS
 QE1946'THE HOUSE ON THE LEFT (S) AND THE BARN ON THE LEFT (E), GO
 QE1946'THROUGH THE GATE AT THE SW CORNER OF THE BARN LOT.  CROSS THE
 QE1946'PASTURE TO THE SW CORNER A DISTANCE OF ABOUT 0.1 MILE, THENCE
 QE1946'PACK 150 YARDS S TO THE STATION AS DESCRIBED ABOVE.
 QE1946
 QE1946                          STATION RECOVERY (1968)
 QE1946
 QE1946'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (NET)
 QE1946'THE STATION MARK, STAMPED ANKENY 1945, REFERENCE MARK NO. 1,
 QE1946'STAMPED ANKENY NO 1 1945, REFERENCE MARK NO. 2, STAMPED ANKENY
 QE1946'NO 2 1945 AND THE AZIMUTH MARK, STAMPED ANKENY 1945 WERE RECOVERED
 QE1946'AS DESCRIBED.  A METAL WITNESS POST WAS PLACED 0.5 FOOT WEST OF
 QE1946'THE STATION MARK AND GENEROUS AMOUNTS OF SIGNAL CLOTH WAS USED TO
 QE1946'MARK THE STATION MARK AND REFERENCE MARKS.  A METAL WITNESS POST
 QE1946'WAS PLACED 0.5 FOOT NORTH OF THE AZIMUTH MARK.  THE FOLLOWING
 QE1946'IS AN ALTERNATE TO REACH.
 QE1946'
 QE1946'TO REACH THE STATION FROM THE ROSEDALE SCHOOL GO EAST ON THE
 QE1946'MACADAM ROAD FOR 0.15 MILE TO M.R. ROAD 54 AT A T INTERSECTION,
 QE1946'TURN RIGHT AND GO SOUTH ON M.R. ROAD 54 FOR 2.4 MILES TO THE
 QE1946'DRIVEWAY TO DR. CLIFFORD HILLS RANCH ON THE RIGHT, TURN RIGHT AND
 QE1946'GO WEST ON THE DRIVEWAY FOR 0.1 MILE TO THE AZIMUTH MARK ON THE
 QE1946'LEFT, CONTINUE WEST ON THE DRIVEWAY FOR 0.05 MILE TO THE
 QE1946'BUILDINGS AND THE END OF TRUCK TRAVEL.  PACK SOUTHWEST BETWEEN
 QE1946'TWO FEED SHEDS, THEN PACK SOUTHWEST ACROSS THE PASTURE FOR
 QE1946'0.1 MILE TO A T FENCE CORNER IN THE SOUTHWEST CORNER OF THE
 QE1946'PASTURE, CROSS THE FENCE AND PACK SOUTH 150 METERS TO THE
 QE1946'STATION.
 QE1946
 QE1946                          STATION RECOVERY (1970)
 QE1946
 QE1946'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 QE1946'THE STATION MARK, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK WERE
 QE1946'RECOVERED AS DESCRIBED IN THE RECOVERY NOTE SUBMITTED BY
 QE1946'N.E.T. DATED 1968.  LINE OF SIGHT WAS NOT CLEARED TO THE AZIMUTH
 QE1946'MARK.  A DIFFERENCE IN THE HORIZONTAL ANGLE BETWEEN THE REFERENCE
 QE1946'MARKS WAS FOUND.
 QE1946'
 QE1946'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QE1946'5 MILES NORTHEAST OF BUENA VISTA.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1831 ***********************************************************************
 QE1831  DESIGNATION -  ANNEX
 QE1831  PID         -  QE1831
 QE1831  STATE/COUNTY-  OR/MARION
 QE1831  USGS QUAD   -  SALEM EAST (1986)
 QE1831
 QE1831                         *CURRENT SURVEY CONTROL
 QE1831  ___________________________________________________________________
 QE1831* NAD 83(1991)-  44 52 36.94417(N)    122 58 13.63662(W)     ADJUSTED  
 QE1831* NAVD 88     -        97.8    (meters)     321.     (feet)  VERTCON   
 QE1831  ___________________________________________________________________
 QE1831  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 QE1831  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 QE1831  HORZ ORDER  -  SECOND
 QE1831
 QE1831.The horizontal coordinates were established by classical geodetic methods
 QE1831.and adjusted by the National Geodetic Survey in October 1991.
 QE1831
 QE1831.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE1831.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE1831
 QE1831.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE1831
 QE1831.The geoid height was determined by GEOID03.
 QE1831
 QE1831;                    North         East     Units Scale Factor Converg.
 QE1831;SPC OR N     -   137,469.996 2,304,844.403   MT  0.99990748   -1 45 07.2
 QE1831;SPC OR N     -   451,017.05  7,561,825.47   iFT  0.99990748   -1 45 07.2
 QE1831;UTM  10      - 4,969,279.337   502,333.608   MT  0.99960007   +0 01 15.0
 QE1831
 QE1831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE1831!SPC OR N     -   0.99998826  x   0.99990748  =   0.99989574
 QE1831!UTM  10      -   0.99998826  x   0.99960007  =   0.99958834
 QE1831
 QE1831:                Primary Azimuth Mark                     Grid Az
 QE1831:SPC OR N     -  DARREL                                   307 20 19.2
 QE1831:UTM  10      -  DARREL                                   305 33 57.0
 QE1831
 QE1831|---------------------------------------------------------------------|
 QE1831| PID    Reference Object                     Distance      Geod. Az  |
 QE1831|                                                           dddmmss.s |
 QE1831| QE1833 DARREL                              APPROX. 1.8 KM 3053512.0 |
 QE1831|---------------------------------------------------------------------|
 QE1831
 QE1831                          SUPERSEDED SURVEY CONTROL
 QE1831
 QE1831  NAD 83(1986)-  44 52 36.96763(N)    122 58 13.65301(W) AD(       ) 2
 QE1831  NAD 27      -  44 52 37.53287(N)    122 58 09.31616(W) AD(       ) 2
 QE1831  NGVD 29 (07/19/86)   96.8    (m)          318.     (f) VERT ANG    3  
 QE1831
 QE1831.Superseded values are not recommended for survey control.
 QE1831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1831.See file dsdata.txt to determine how the superseded data were derived.
 QE1831
 QE1831_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ0233469279(NAD 83)
 QE1831_MARKER: Z = SEE DESCRIPTION
 QE1831_SETTING: 0 = UNSPECIFIED SETTING
 QE1831_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE1831_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QE1831+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2006
 QE1831
 QE1831  HISTORY     - Date     Condition        Report By
 QE1831  HISTORY     - 1971     MONUMENTED       OR1810
 QE1831  HISTORY     - 20060327 GOOD             USPSQD
 QE1831
 QE1831                          STATION DESCRIPTION
 QE1831
 QE1831'DESCRIBED BY CITY OF SALEM OREGON 1971 (LGH)
 QE1831'THE STATION IS ABOUT 5.1 MILES SOUTHEAST OF SALEM IN THE NE 1/4
 QE1831'OF SEC. 18, T8S R2W.
 QE1831'
 QE1831'TO REACH THE STATION FROM THE CITY OF SALEM CIVIC CENTER, GO
 QE1831'SOUTH 0.3 MILE ON COMMERCIAL STREET TO THE INTERSECTION OF
 QE1831'COMMERCIAL STREET AND MISSION STREET TURN LEFT ON MISSION STREET
 QE1831'AND GO 2.2 MILES EASTERLY TO THE INTERSECTION OF MISSION STREET
 QE1831'AND TURNER ROAD, TURN RIGHT ON TURNER ROAD AND GO SOUTHEASTERLY
 QE1831'3.9 MILES TO THE INTERSECTION OF TURNER ROAD AND DEER PARK ROAD,
 QE1831'TURN LEFT ON DEER PARK ROAD GO 0.1 MILE TURN LEFT AT
 QE1831'INTERSECTION, STATION IS ON THE LEFT SIDE OF ROAD.
 QE1831'
 QE1831'THE STATION MARK IS A CITY OF SALEM BRASS DISK STAMPED ANNEX 1971,
 QE1831'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE POST AND IS 3
 QE1831'INCHES BELOW THE GROUND SURFACE.
 QE1831'
 QE1831'THE STATION IS 34 FEET NORTH FROM A 10 INCH CAST IRON PIPE
 QE1831'SERVING AS A FENCE CORNER AND 5 FEET EAST OF FENCE LINE, 38 FEET
 QE1831'NORTH-WESTERLY FROM POWER POLE NUMBER 1324, AND 3.2 FEET N OF A
 QE1831'METAL WITNESS POST.  THE UNDERGROUND MARK IS AN ALUMINUM CAP ON
 QE1831'AN IRON ROD SET IN A 6 INCH CYLINDRICAL CONCRETE POST ABOUT 36
 QE1831'INCHES BELOW THE GROUND SURFACE.
 QE1831'
 QE1831'HEIGHT OF LIGHT ABOVE STATION MARK 1.89 METERS.
 QE1831
 QE1831                          STATION RECOVERY (2006)
 QE1831
 QE1831'RECOVERY NOTE BY US POWER SQUADRON 2006 (RJH)
 QE1831'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1857 ***********************************************************************
 RD1857  DESIGNATION -  ANT
 RD1857  PID         -  RD1857
 RD1857  STATE/COUNTY-  OR/TILLAMOOK
 RD1857  USGS QUAD   -  NESTUCCA BAY (1985)
 RD1857
 RD1857                         *CURRENT SURVEY CONTROL
 RD1857  ___________________________________________________________________
 RD1857* NAD 83(1991)-  45 10 56.39276(N)    123 58 09.30148(W)     ADJUSTED  
 RD1857* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 RD1857  ___________________________________________________________________
 RD1857  LAPLACE CORR-          18.88  (seconds)                    DEFLEC99
 RD1857  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 RD1857  HORZ ORDER  -  THIRD
 RD1857
 RD1857.The horizontal coordinates were established by classical geodetic methods
 RD1857.and adjusted by the National Geodetic Survey in October 1991.
 RD1857
 RD1857.The orthometric height was scaled from a topographic map.
 RD1857
 RD1857.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1857
 RD1857.The geoid height was determined by GEOID03.
 RD1857
 RD1857;                    North         East     Units Scale Factor Converg.
 RD1857;SPC OR N     -   174,275.510 2,227,442.052   MT  0.99989461   -2 27 37.2
 RD1857;SPC OR N     -   571,770.05  7,307,880.75   iFT  0.99989461   -2 27 37.2
 RD1857;UTM  10      - 5,003,662.334   423,850.931   MT  0.99967130   -0 41 15.3
 RD1857
 RD1857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1857!SPC OR N     -   1.00000313  x   0.99989461  =   0.99989774
 RD1857!UTM  10      -   1.00000313  x   0.99967130  =   0.99967442
 RD1857
 RD1857:                Primary Azimuth Mark                     Grid Az
 RD1857:SPC OR N     -  CITY                                     006 43 33.2
 RD1857:UTM  10      -  CITY                                     004 57 11.3
 RD1857
 RD1857|---------------------------------------------------------------------|
 RD1857| PID    Reference Object                     Distance      Geod. Az  |
 RD1857|                                                           dddmmss.s |
 RD1857| RD1861 CITY                                APPROX. 2.1 KM 0041556.0 |
 RD1857|---------------------------------------------------------------------|
 RD1857
 RD1857                          SUPERSEDED SURVEY CONTROL
 RD1857
 RD1857  NAD 83(1986)-  45 10 56.42559(N)    123 58 09.30919(W) AD(       ) 3
 RD1857  NAD 27      -  45 10 57.05900(N)    123 58 04.92200(W) AD(       ) 3
 RD1857
 RD1857.Superseded values are not recommended for survey control.
 RD1857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1857.See file dsdata.txt to determine how the superseded data were derived.
 RD1857
 RD1857_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR2385103662(NAD 83)
 RD1857_MARKER: Z = SEE DESCRIPTION
 RD1857_SETTING: 0 = UNSPECIFIED SETTING
 RD1857_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD1857
 RD1857  HISTORY     - Date     Condition        Report By
 RD1857  HISTORY     - 1927     MONUMENTED       CGS
 RD1857  HISTORY     - 1932     SEE DESCRIPTION  CGS
 RD1857
 RD1857                          STATION DESCRIPTION
 RD1857
 RD1857'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (GLB)
 RD1857'STATION IS LOCATED ON BEACH ABOUT 1-1/2 MILES S OF PACIFIC CITY
 RD1857'AND ABOUT 1 MILE N OF THE MOUTH OF THE NESTUCCA RIVER.  IT IS ON
 RD1857'THE HIGHEST DUNE IN THE VICINITY.  THE DUNE IS PARTLY GRASS
 RD1857'COVERED.  IT IS ABOUT 25 METERS FROM HIGH-WATER LINE.
 RD1857'
 RD1857'SURFACE MARK IS A STANDARD BRONZE DISK SET IN CONCRETE IN THE
 RD1857'TOP OF A TILE, WHICH IS EMBEDDED IN THE GROUND.
 RD1857'
 RD1857'THE UNDERGROUND MARK IS A STANDARD BRONZE DISK SET IN CONCRETE,
 RD1857'3 FEET BELOW THE SURFACE.
 RD1857'
 RD1857'REFERENCE MARK IS A 15-INCH FIR LOG SET ON END NEAR HIGH-WATER
 RD1857'LINE 6 FEET IN GROUND AND PROJECTING 8 FEET.
 RD1857'
 RD1857'A 10-FOOT STAND WAS USED.
 RD1857
 RD1857                          STATION RECOVERY (1932)
 RD1857
 RD1857'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (LAM)
 RD1857'THE SAND IN THE VICINITY OF THE STATION IS SHIFTING BADLY, THE
 RD1857'STATION MAY BE LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC1024 ***********************************************************************
 QC1024  DESIGNATION -  ANT HILL LOOKOUT
 QC1024  PID         -  QC1024
 QC1024  STATE/COUNTY-  OR/GRANT
 QC1024  USGS QUAD   -  BOLOGNA BASIN (1995)
 QC1024
 QC1024                         *CURRENT SURVEY CONTROL
 QC1024  ___________________________________________________________________
 QC1024* NAD 83(1991)-  44 52 21.22104(N)    119 34 03.86241(W)     ADJUSTED  
 QC1024* NAVD 88     -      1404.     (meters)    4606.     (feet)  SCALED    
 QC1024  ___________________________________________________________________
 QC1024  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 QC1024  GEOID HEIGHT-         -19.37  (meters)                     GEOID03
 QC1024  HORZ ORDER  -  SECOND
 QC1024
 QC1024.The horizontal coordinates were established by classical geodetic methods
 QC1024.and adjusted by the National Geodetic Survey in October 1991.
 QC1024
 QC1024.The orthometric height was scaled from a topographic map.
 QC1024
 QC1024.The Laplace correction was computed from DEFLEC99 derived deflections.
 QC1024
 QC1024.The geoid height was determined by GEOID03.
 QC1024
 QC1024;                    North         East     Units Scale Factor Converg.
 QC1024;SPC OR N     -   134,425.670 2,573,660.125   MT  0.99990787   +0 39 40.1
 QC1024;SPC OR N     -   441,029.10  8,443,766.81   iFT  0.99990787   +0 39 40.1
 QC1024;UTM  11      - 4,972,001.379   297,174.333   MT  1.00010589   -1 48 44.1
 QC1024
 QC1024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QC1024!SPC OR N     -   0.99978293  x   0.99990787  =   0.99969082
 QC1024!UTM  11      -   0.99978293  x   1.00010589  =   0.99988879
 QC1024
 QC1024:                Primary Azimuth Mark                     Grid Az
 QC1024:SPC OR N     -  TAMARACK                                 270 25 35.2
 QC1024:UTM  11      -  TAMARACK                                 272 53 59.4
 QC1024
 QC1024|---------------------------------------------------------------------|
 QC1024| PID    Reference Object                     Distance      Geod. Az  |
 QC1024|                                                           dddmmss.s |
 QC1024| QC1029 TAMARACK                            APPROX. 7.4 KM 2710515.3 |
 QC1024|---------------------------------------------------------------------|
 QC1024
 QC1024                          SUPERSEDED SURVEY CONTROL
 QC1024
 QC1024  NAD 83(1986)-  44 52 21.22817(N)    119 34 03.85872(W) AD(       ) 2
 QC1024  NAD 27      -  44 52 21.71000(N)    119 33 59.87200(W) AD(       ) 2
 QC1024
 QC1024.Superseded values are not recommended for survey control.
 QC1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC1024.See file dsdata.txt to determine how the superseded data were derived.
 QC1024
 QC1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKK9717472001(NAD 83)
 QC1024_MARKER: DD = SURVEY DISK
 QC1024_SETTING: 0 = UNSPECIFIED SETTING
 QC1024_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QC1024
 QC1024  HISTORY     - Date     Condition        Report By
 QC1024  HISTORY     - 1936     MONUMENTED       USFS
 QC1024  HISTORY     - 1941     GOOD             CGS
 QC1024
 QC1024                          STATION DESCRIPTION
 QC1024
 QC1024'DESCRIBED BY US FOREST SERVICE 1936
 QC1024'STATION LOCATED IS THE CENTER OF THE U.S. FOREST SERVICE
 QC1024'ANT HILL LOOKOUT TOWER, WHICH CONSISTS OF A HOUSE ON A 16-FOOT
 QC1024'TOWER.  FOREST ROADS LEAD TO THE LOOKOUT.  TURN OFF THE
 QC1024'HEPPNER-SPRAY HIGHWAY AT TAMARACK JUNCTION, DRIVE TO ANT HILL
 QC1024'JUNCTION, THENCE TO STATION.  STATION IS MARKED BY A DISK IN
 QC1024'CONCRETE POST UNDER CENTER OF TOWER.
 QC1024
 QC1024                          STATION RECOVERY (1941)
 QC1024
 QC1024'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (ANS)
 QC1024'THIS OCCUPIED STATION IS CENTER OF U.S. FOREST SERVICE ANT HILL
 QC1024'LOOKOUT TOWER, WHICH CONSISTS OF HOUSE ON 16-FOOT TOWER.  HOUSE HAS
 QC1024'PYRAMIDAL ROOF.  IT IS ABOUT 12 MILES AIR LINE NE OF SPRAY, AND
 QC1024'ABOUT 8 MILES N OF KIMBERLY.  FOREST ROADS LEAD TO LOOKOUT.  TURN
 QC1024'OFF HEPPNER-SPRAY HIGHWAY (OREGON 207) AT TAMARACK JUNCTION,
 QC1024'DRIVE TO ANT HILL JUNCTION, THENCE TO STATION.  STATION MARKED BY
 QC1024'U.S.F.S. DISK IN CONCRETE POST UNDER CENTER OF TOWER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0896 ***********************************************************************
 QC0896  DESIGNATION -  ANTELOPE
 QC0896  PID         -  QC0896
 QC0896  STATE/COUNTY-  OR/HARNEY
 QC0896  USGS QUAD   -  KNOX MOUNTAIN (1990)
 QC0896
 QC0896                         *CURRENT SURVEY CONTROL
 QC0896  ___________________________________________________________________
 QC0896* NAD 83(1991)-  44 02 18.75128(N)    118 24 58.74424(W)     ADJUSTED  
 QC0896* NAVD 88     -      1970.3    (meters)    6464.     (feet)  VERTCON   
 QC0896  ___________________________________________________________________
 QC0896  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 QC0896  GEOID HEIGHT-         -17.88  (meters)                     GEOID03
 QC0896  HORZ ORDER  -  SECOND
 QC0896
 QC0896.The horizontal coordinates were established by classical geodetic methods
 QC0896.and adjusted by the National Geodetic Survey in October 1991.
 QC0896
 QC0896.The NAVD 88 height was computed by applying the VERTCON shift value to
 QC0896.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QC0896
 QC0896.The Laplace correction was computed from DEFLEC99 derived deflections.
 QC0896
 QC0896.The geoid height was determined by GEOID03.
 QC0896
 QC0896;                    North         East     Units Scale Factor Converg.
 QC0896;SPC OR S     -   265,563.842 1,667,000.431   MT  1.00001002   +1 25 32.0
 QC0896;SPC OR S     -   871,272.45  5,469,161.52   iFT  1.00001002   +1 25 32.0
 QC0896;SPC OR N     -    43,479.159 2,667,012.036   MT  1.00008721   +1 28 39.8
 QC0896;SPC OR N     -   142,648.16  8,750,039.49   iFT  1.00008721   +1 28 39.8
 QC0896;UTM  11      - 4,877,128.717   386,521.102   MT  0.99975838   -0 59 04.7
 QC0896
 QC0896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QC0896!SPC OR S     -   0.99969394  x   1.00001002  =   0.99970396
 QC0896!SPC OR N     -   0.99969394  x   1.00008721  =   0.99978113
 QC0896!UTM  11      -   0.99969394  x   0.99975838  =   0.99945240
 QC0896
 QC0896:                Primary Azimuth Mark                     Grid Az
 QC0896:SPC OR S     -  TABLE LOOKOUT HOUSE                      012 11 34.7
 QC0896:SPC OR N     -  TABLE LOOKOUT HOUSE                      012 08 26.9
 QC0896:UTM  11      -  TABLE LOOKOUT HOUSE                      014 36 11.4
 QC0896
 QC0896|---------------------------------------------------------------------|
 QC0896| PID    Reference Object                     Distance      Geod. Az  |
 QC0896|                                                           dddmmss.s |
 QC0896| QC0900 TABLE LOOKOUT HOUSE                 APPROX.33.8 KM 0133706.7 |
 QC0896| CD6676 ANTELOPE RM 1                         5.707 METERS 18643     |
 QC0896| PA0681 CALAMITY BUTTE                      APPROX.35.0 KM 2494557.3 |
 QC0896| QC0897 ANTELOPE MOUNTAIN LOT               494.671 METERS 3314550.6 |
 QC0896| CD6677 ANTELOPE RM 2                        25.791 METERS 33434     |
 QC0896|---------------------------------------------------------------------|
 QC0896
 QC0896                          SUPERSEDED SURVEY CONTROL
 QC0896
 QC0896  NAD 83(1986)-  44 02 18.75572(N)    118 24 58.73850(W) AD(       ) 2
 QC0896  NAD 27      -  44 02 19.19184(N)    118 24 54.98721(W) AD(       ) 2
 QC0896  NGVD 29 (07/19/86) 1969.0    (m)         6460.     (f) VERT ANG    3  
 QC0896
 QC0896.Superseded values are not recommended for survey control.
 QC0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0896.See file dsdata.txt to determine how the superseded data were derived.
 QC0896
 QC0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ8652177129(NAD 83)
 QC0896_MARKER: Z = SEE DESCRIPTION
 QC0896_SETTING: 0 = UNSPECIFIED SETTING
 QC0896
 QC0896  HISTORY     - Date     Condition        Report By
 QC0896  HISTORY     - 1968     MONUMENTED       USGS
 QC0896
 QC0896                          STATION DESCRIPTION
 QC0896
 QC0896'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JJW)
 QC0896'LOCATED ABOUT 45 MI. AIRLINE NE. OF BURNS AND ABOUT 37 MI. SE OF
 QC0896'JOHN DAY.  ON THE S. END OF A BARE.  TOP ABOUT 0.3 MI. S. FROM
 QC0896'ANTELOPE L.O.T.
 QC0896'
 QC0896'TO REACH FROM BURNS, DRIVE E. ON U.S. HIGHWAY 20 TO A
 QC0896'JUNCTION.  TURN LEFT AND DRIVE 2.2 MI. TO DREWSEY, CONTINUE FOR
 QC0896'0.2 MI. TO A JUNCTION.  TAKE RIGHT FORK (DREWSEY-PRAIRIE CITY RD.)
 QC0896'AND FOLLOW MAIN TRAVELED RD. 5.3 MI. TO JUNCTION BY A CORRAL.
 QC0896'DRIVE THROUGH CATTLEGUARD AND FOLLOW MAIN-TRAVELED RD. FOR 14.8 MI.
 QC0896'TO A DIRT RD. 100 FT. S. OF CATTLEGUARD, AND SIGN SAYING
 QC0896'ANTELOPE L.O.  TURN LEFT AND FOLLOW RD. FOR 1.1 MI. TO TOP OF
 QC0896'RIDGE.  TURN RIGHT AND DRIVE 0.3 MI. ALONG TRACK RD. TO HIGH
 QC0896'POINT AND STATION.
 QC0896'
 QC0896'STATION MARK--STANDARD USGS TABLET STAMPED ANTELOPE 1968
 QC0896'CEMENTED IN DRILL HOLE IN ROCK OUTCROP.
 QC0896'
 QC0896'REFERENCE MARK NO. 1--STANDARD USGS REFERENCE TABLET STAMPED
 QC0896'NO 1 1968 CEMENTED IN DRILL HOLE IN ROCK OUTCROP ABOUT 1 FT. LOWER
 QC0896'THAN STATION MARK.
 QC0896'
 QC0896'REFERENCE MARK NO. 2--STANDARD USGS REFERENCE TABLET STAMPED
 QC0896'NO 2 1968 CEMENTED IN DRILL HOLE IN ROCK OUTCROP AND 4.8 FT. LOWER
 QC0896'THAN STATION MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1786 ***********************************************************************
 QD1786  DESIGNATION -  ANTELOPE
 QD1786  PID         -  QD1786
 QD1786  STATE/COUNTY-  OR/WASCO
 QD1786  USGS QUAD   -  HASTINGS PEAK (1987)
 QD1786
 QD1786                         *CURRENT SURVEY CONTROL
 QD1786  ___________________________________________________________________
 QD1786* NAD 83(1991)-  44 54 51.91554(N)    120 35 47.69452(W)     ADJUSTED  
 QD1786* NAVD 88     -      1317.3    (meters)    4322.     (feet)  VERTCON   
 QD1786  ___________________________________________________________________
 QD1786  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 QD1786  GEOID HEIGHT-         -20.43  (meters)                     GEOID03
 QD1786  HORZ ORDER  -  FIRST
 QD1786
 QD1786.The horizontal coordinates were established by classical geodetic methods
 QD1786.and adjusted by the National Geodetic Survey in October 1991.
 QD1786
 QD1786.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1786.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1786
 QD1786.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1786
 QD1786.The geoid height was determined by GEOID03.
 QD1786
 QD1786;                    North         East     Units Scale Factor Converg.
 QD1786;SPC OR N     -   138,656.640 2,492,374.233   MT  0.99990438   -0 04 06.6
 QD1786;SPC OR N     -   454,910.24  8,177,080.82   iFT  0.99990438   -0 04 06.6
 QD1786;UTM  10      - 4,976,253.857   689,708.133   MT  1.00004256   +1 41 50.8
 QD1786
 QD1786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1786!SPC OR N     -   0.99979671  x   0.99990438  =   0.99970111
 QD1786!UTM  10      -   0.99979671  x   1.00004256  =   0.99983926
 QD1786
 QD1786|---------------------------------------------------------------------|
 QD1786| PID    Reference Object                     Distance      Geod. Az  |
 QD1786|                                                           dddmmss.s |
 QD1786| CD5794 ANTELOPE RM 2                        15.921 METERS 21428     |
 QD1786| CD5792 ANTELOPE AZ MK                                     2254325.6 |
 QD1786| CD5793 ANTELOPE RM 1                        11.878 METERS 34403     |
 QD1786|---------------------------------------------------------------------|
 QD1786
 QD1786                          SUPERSEDED SURVEY CONTROL
 QD1786
 QD1786  NAD 83(1986)-  44 54 51.92590(N)    120 35 47.69240(W) AD(       ) 1
 QD1786  NAD 27      -  44 54 52.46900(N)    120 35 43.56800(W) AD(       ) 1
 QD1786  NGVD 29 (07/19/86) 1316.1    (m)         4318.     (f) VERT ANG    3  
 QD1786
 QD1786.Superseded values are not recommended for survey control.
 QD1786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1786.See file dsdata.txt to determine how the superseded data were derived.
 QD1786
 QD1786_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ8970876254(NAD 83)
 QD1786_MARKER: DS = TRIANGULATION STATION DISK
 QD1786_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 QD1786_SP_SET: IRREGULAR CONCRETE MASS
 QD1786_STAMPING: ANTELOPE 1932
 QD1786_MARK LOGO: CGS   
 QD1786_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QD1786_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QD1786+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1989
 QD1786
 QD1786  HISTORY     - Date     Condition        Report By
 QD1786  HISTORY     - 1932     MONUMENTED       CGS
 QD1786  HISTORY     - 1932     GOOD             CGS
 QD1786  HISTORY     - 1937     SEE DESCRIPTION  CGS
 QD1786  HISTORY     - 1946     SEE DESCRIPTION  CGS
 QD1786  HISTORY     - 1971     SEE DESCRIPTION  NGS
 QD1786  HISTORY     - 19890418 SEE DESCRIPTION  BLM
 QD1786
 QD1786                          STATION DESCRIPTION
 QD1786
 QD1786'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (FGJ)
 QD1786'STATION IS LOCATED ON A MESA 5 MI. AIRLINE EAST OF ANTELOPE AND
 QD1786'ABOUT 3/4 MI. N.E. OF THE POINT WHERE THE ANTELOPE-CLARNO
 QD1786'HWY. CROSSES THE DIVIDE THAT LIES EAST OF ANTELOPE.  FROM ANTELOPE
 QD1786'FOLLOW THE ROAD FOR 6.4 MI. THAT LEADS TO FOSSIL AND CLARNO TO
 QD1786'THE TOP OF THE DIVIDE AND THE END OF THE TRUCK TRAVEL.  FROM THIS
 QD1786'POINT PACK UP HILL IN A N.ELY DIRECTION FOR ABOUT 1 MI. TO THE
 QD1786'STATION.  STATION IS LOCATED ABOUT 250 M. WEST OF THE S.E. EDGE
 QD1786'OF THE SMALL MESA WHERE THE MESA CONNECTS WITH A PROMINENT
 QD1786'RIDGE OF LOWER ELEVATION.
 QD1786'
 QD1786'STATION MARK AND REFERENCE MARKS ARE PLACED IN A MASS OF SMALL
 QD1786'LAVA BOULDERS CEMENTED TOGETHER WITH NEAT CEMENT.  MARKS ARE
 QD1786'FLUSH WITH THE SURFACE OF THE GROUND.
 QD1786'
 QD1786'R.M. 1 IS NORTH OF THE STATION.
 QD1786'
 QD1786'R.M. 2 IS S.W. OF THE STATION.
 QD1786
 QD1786                          STATION RECOVERY (1932)
 QD1786
 QD1786'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932
 QD1786'RECOVERED IN GOOD CONDITION.
 QD1786
 QD1786                          STATION RECOVERY (1937)
 QD1786
 QD1786'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (LAM)
 QD1786'--ABOUT 5 MILES AIRLINE EAST OF ANTELOPE, ABOUT 0.75 MILE
 QD1786'NORTHEAST OF WHERE ANTELOPE-FOSSIL HIGHWAY CROSSES PROMINENT DIVIDE
 QD1786'WEST OF JOHN DAY RIVER.  PACK IS NECESSARY FROM HIGHWAY SUMMIT
 QD1786'TO STATION.  STATION IS ABOUT 250 METERS (820 FEET) WEST OF
 QD1786'SOUTHEAST EDGE OF SMALL MESA WHERE MESA CONNECTS WITH PROMINENT
 QD1786'RIDGE OF LOWER ELEVATION.  MARKED BY DISK IN MASS OF SMALL
 QD1786'BOULDERS CEMENTED TOGETHER.  TWO REFERENCE MARKS, EACH CONSISTING
 QD1786'OF DISK CEMENTED IN MASS OF BOULDERS, ARE, RESPECTIVELY, 11.89
 QD1786'METERS (39.0 FEET) NORTHERLY FROM STATION IN AZIMUTH 164 DEG
 QD1786'02 MIN AND 15.94 METERS (52.3 FEET) SOUTHWEST IN AZIMUTH 34 DEG
 QD1786'28 MIN.
 QD1786
 QD1786                          STATION RECOVERY (1946)
 QD1786
 QD1786'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (DHK)
 QD1786'THE STATION MARK, REFERENCE MARKS NOS 1 AND 2 WERE RECOVERED AS
 QD1786'DESCRIBED AND FOUND IN GOOD CONDITION.  AN AZIMUTH MARK WAS
 QD1786'ESTABLISHED.  FOLLOWING IS A COMPLETE DESCRIPTION.
 QD1786'
 QD1786'THE STATION IS LOCATED ABOUT 5.0 MILES EAST OF ANTELOPE AND 7.0
 QD1786'MILES WEST OF THE BRIDGE ACROSS THE JOHN DAY RIVER AT CLARNO AND
 QD1786'1.0 MILE NORTHEAST OF THE POINT WHERE THE ANTELOPE-CLARNO HIGHWAY
 QD1786'(STATE HIGHWAY NO 218) CROSSES THE DIVIDE THAT LIES EAST OF
 QD1786'ANTELOPE.  ON THE HIGHEST POINT OF A ROCKY FLAT-TOPPED MESA.  IT
 QD1786'IS ABOUT 40-FEET WEST OF THE EAST EDGE OF THE SHARP BREAK AND
 QD1786'7-FEET NORTH OF A 4 BY 4-INCH WITNESS POST.  THE DISK IS SET IN
 QD1786'A MASS OF CONCRETE AND LAVA ROCK ABOUT 2-INCHES BELOW THE GROUND
 QD1786'SURFACE.  IT IS STAMPED ANTELOPE 1932 AND SET FLUSH WITH THE
 QD1786'CONCRETE SURFACE.  NOTE 1C.
 QD1786'
 QD1786'THE AZIMUTH MARK IS ABOUT 0.3 MILE SOUTHWEST OF THE STATION,
 QD1786'SET ON THE HIGHEST POINT OF THE FIRST RIDGE TO THE SOUTHWEST AND
 QD1786'ON WAY TO STATION.  IT IS ABOUT 100-FEET WEST OF THE EAST EDGE
 QD1786'OF THE SHARP BREAK AND 5-FEET WEST OF A 1 BY 4-INCH WITNESS
 QD1786'POST.  THE DISK IS STAMPED ANTELOPE 1946, AND PROJECTS
 QD1786'2-INCHES.  TO REACH FROM THE STATION BY GOING BACK SOUTHWEST TO
 QD1786'THE HIGHEST POINT OF THE RIDGE OR MESA FOR 0.3 MILE TO THE MARK
 QD1786'AS DESCRIBED.  NOTE 11A.
 QD1786'
 QD1786'REFERENCE MARK NO 1 IS NORTH OF THE STATION, THE DISK IS SET IN A
 QD1786'MASS OF CONCRETE AND LAVA ROCK ABOUT 2-INCHES BELOW THE GROUND
 QD1786'SURFACE.  IT IS STAMPED ANTELOPE NO 1 1932, AND SET FLUSH WITH THE
 QD1786'CONCRETE SURFACE.  NOTE 11C.
 QD1786'
 QD1786'REFERENCE MARK NO 2 IS SOUTHWEST OF THE STATION, THE DISK IS SET
 QD1786'IN A MASS OF CONCRETE AND LAVA ROCK FLUSH WITH THE GROUND.  IT IS
 QD1786'STAMPED, ANTELOPE NO 2 1932, AND SET FLUSH WITH THE CONCRETE
 QD1786'SURFACE.  NOTE 11C.
 QD1786'
 QD1786'TO REACH THE STATION FROM ANTELOPE, GO EAST ON STATE HIGHWAY 218
 QD1786'TOWARDS FOSSIL FOR 6.4 MILES TO THE TOP OF THE DIVIDE AND END OF
 QD1786'TRUCK TRAVEL.  FROM THIS POINT PACK UP HILL IN A NORTHEASTERLY
 QD1786'DIRECTION FOR ABOUT 1.0 MILE TO THE STATION AS DESCRIBED.
 QD1786'
 QD1786'TO REACH THE STATION FROM THE BRIDGE ACROSS THE JOHN DAY RIVER
 QD1786'IN CLARNO, GO WEST TOWARDS ANTELOPE ON STATE HIGHWAY 218 FOR 8.8
 QD1786'MILES TO THE TOP OF THE DIVIDE AND END OF TRUCK TRAVEL.  FROM
 QD1786'THIS POINT PACK UP HILL IN A NORTHEASTERLY DIRECTION FOR ABOUT
 QD1786'1.0 MILE TO THE STATION AS DESCRIBED.
 QD1786'
 QD1786'OBSERVATIONS MADE FROM A 1.2 METER TRIPOD.
 QD1786
 QD1786                          STATION RECOVERY (1971)
 QD1786
 QD1786'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LDF)
 QD1786'STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 QD1786'RECOVERED AND FOUND IN GOOD CONDITION.  THE DISTANCE AND DIRECTION
 QD1786'TO ALL THE MARKS CHECKED FAVORABLE WITH THE OLD DATA.  DUE TO
 QD1786'ROAD CHANGES, FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 QD1786'
 QD1786'STATION IS LOCATED ABOUT 9 MILES SOUTHWEST OF SHANIKO, 7 MILES
 QD1786'WEST OF CLARNO, 5 MILES EAST OF ANTELOPE, IN THE SOUTHWEST 1/4 OF
 QD1786'SECTION 32, T 7 S, R 18 E AND IS ON PROPERTY OWNED BY MR. EARL
 QD1786'SMITH WHO LIVES 1-1/2 MILES SOUTH OF THE STATION AND ON THE NORTH
 QD1786'SIDE OF STATE HIGHWAY 218.
 QD1786'
 QD1786'TO REACH THE STATION FROM THE POST OFFICE IN ANTELOPE, GO SOUTH
 QD1786'FOR ABOUT 150 FEET TO A GRAVEL ROAD LEFT.  TURN LEFT AND FOLLOW
 QD1786'GRAVEL ROAD EAST FOR 3.7 MILES TO SOME FARM BUILDINGS AND A DOUBLE
 QD1786'POLE GATE ON THE RIGHT.  TURN RIGHT, PASSING THROUGH THE GATE AND
 QD1786'FOLLOW ROAD SOUTH ALONG THE EAST SIDE OF A GARAGE AND WORK SHOP
 QD1786'FOR 0.15 MILE TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND FOLLOW
 QD1786'FIELD ROAD EAST FOR 0.8 MILE TO A GATE.  PASS THROUGH THE GATE
 QD1786'AND CONTINUE EAST ON THE ROAD FOR 0.45 MILE TO A FORK.  (THIS IS
 QD1786'JUST AFTER PASSING THROUGH A GATE.) KEEP THE LEFT FORK AND
 QD1786'CONTINUE NORTH AND EAST ON THE ROAD FOR 0.7 MILE TO A GATE.
 QD1786'PASS THROUGH THE GATE AND CONTINUE NORTH AND EAST ON THE ROAD
 QD1786'FOR 1.1 MILES TO A FORK.  KEEP THE RIGHT FORK AND FOLLOW DIM
 QD1786'TRACK ROAD NORTHEAST FOR 0.05 MILE TO A GATE.  PASS THROUGH THE
 QD1786'GATE AND FOLLOW TRACK ROAD EAST, UPHILL, FOR 0.3 MILE TO A FORK
 QD1786'IN A SADDLE.  KEEP THE RIGHT FORK AND GO SOUTHEAST AND SOUTH ON
 QD1786'A TRACK ROAD FOR 0.35 MILE TO THE TOP OF A RIDGE AND A FENCE POST
 QD1786'SET IN A ROCK CRIB.  BEAR LEFT AND CONTINUE ACROSS COUNTRY FOR
 QD1786'0.4 MILE TO AN EAST-WEST RIDGE.  BEAR LEFT AND GO EAST ALONG
 QD1786'THE TOP OF THE RIDGE FOR 0.65 MILE TO A FENCE.  BEAR LEFT AND
 QD1786'FOLLOW THE FENCE (NORTH SIDE) FOR 0.2 MILE TO A GATE IN A DRAW.
 QD1786'PASS THROUGH THE GATE AND FOLLOW TRACK ROAD SOUTHEAST, UPHILL,
 QD1786'FOR 0.15 MILE TO THE TOP OF THE RIDGE.  BEAR LEFT AND FOLLOW
 QD1786'TRACK ROAD NORTHEAST ALONG TOP OF THE RIDGE FOR 0.25 MILE TO THE
 QD1786'STATION.  TO REACH THE AZIMUTH MARK FROM THE STATION, GO
 QD1786'SOUTHWEST ALONG THE TOP OF THE RIDGE FOR 0.3 MILE TO A HIGH
 QD1786'POINT ON THE RIDGE AND THE MARK.
 QD1786'
 QD1786'STATION MARK IS A STANDARD DISK, STAMPED ANTELOPE 1932, SET IN
 QD1786'THE TOP OF A MASS OF CONCRETE WHICH IS FLUSH WITH THE GROUND
 QD1786'SURFACE.  IT IS 198 FEET SOUTH OF A FENCE, 40 FEET WEST OF THE
 QD1786'EAST EDGE OF THE RIDGE AND 13 FEET NORTHWEST OF A WOODEN WITNESS
 QD1786'POST.
 QD1786'
 QD1786'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ANTELOPE NO 1 1932,
 QD1786'SET IN THE TOP OF A MASS OF CONCRETE THAT IS FLUSH WITH THE GROUND
 QD1786'SURFACE.  IT IS 160 FEET SOUTH OF THE FENCE, 52 FEET NORTHWEST OF
 QD1786'THE WITNESS POST AND 45 FEET WEST OF THE EAST EDGE OF THE RIDGE.
 QD1786'
 QD1786'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ANTELOPE NO 2 1932,
 QD1786'SET IN THE TOP OF A MASS OF CONCRETE WHICH IS FLUSH WITH THE
 QD1786'GROUND SURFACE.  IT IS 241 FEET SOUTH OF THE FENCE, 44 FEET SOUTH
 QD1786'OF THE WITNESS POST AND 30 FEET WEST OF THE EAST EDGE OF THE
 QD1786'RIDGE.
 QD1786'
 QD1786'AZIMUTH MARK IS A STANDARD DISK, STAMPED ANTELOPE 1946, SET IN THE
 QD1786'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 2
 QD1786'INCHES.  IT IS ABOUT 150 FEET WEST-NORTHWEST OF THE SOUTHEAST EDGE
 QD1786'OF A RIDGE AND ABOUT 80 FEET NORTH-NORTHWEST OF TWO CEDAR TREES.
 QD1786'
 QD1786'A FOUR-WHEEL DRIVE STATION.
 QD1786'
 QD1786'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QD1786'5 MILES EAST OF ANTELOPE.
 QD1786
 QD1786                          STATION RECOVERY (1989)
 QD1786
 QD1786'RECOVERY NOTE BY BUREAU OF LAND MANAGEMENT 1989
 QD1786'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED AND FOUND IN GOOD
 QD1786'CONDITION.  THE DISTANCE TO REFERENCE MARK 2 CHECKED WITH THE 1971
 QD1786'DESCRIPTION.  REFERENCE MARK 1 COULD NOT BE FOUND AND IS PRESUMED
 QD1786'DESTROYED.  NO ATTEMPT WAS MADE TO RECOVER THE AZIMUTH MARK.
 QD1786'THE ROADS TO THE STATION AS PER THE 1971 DESCRIPTION ARE NO LONGER
 QD1786'USABLE AND THE FOLLOWING ARE NEW TO-REACH DIRECTIONS WHICH REQUIRE A
 QD1786'PACK IN.  TO REACH THE STATION FROM THE POST OFFICE IN ANTELOPE,
 QD1786'OREGON, PROCEED EASTERLY ON STATE HIGHWAY 218 FOR 12.71 KM (7.90 MI)
 QD1786'TO MILEPOST 16.  CONTINUE EASTERLY ON HIGHWAY 218 FOR 0.16 KM
 QD1786'(0.10 MI) TO THE ENTRY ROAD TO THE MAUPIN BUTTE RANCH ON THE LEFT.
 QD1786'TURN LEFT AND PROCEED NORTHERLY ON THE ENTRY ROAD FOR 0.16 KM
 QD1786'(0.10 MI) TO THE RANCH HOUSE.  OBTAIN PERMISSION AT THE RANCH HOUSE
 QD1786'TO HIKE TO THE STATION OR ELSE CALL EARL SMITH AT 489-3281.  FROM THE
 QD1786'RANCH HOUSE HIKE NORTHWESTERLY FOR APPROXIMATELY 1.45 KM (0.90 MI) TO
 QD1786'THE STATION.
 QD1786'GPS VISIBILITY AT THE STATION IS EXCELLENT WITH AN UNOBSTRUCTED 5
 QD1786'DEGREE VERTICAL ANGLE HORIZON IN ALL DIRECTIONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0777 ***********************************************************************
 PB0777  DESIGNATION -  ANTELOPE
 PB0777  PID         -  PB0777
 PB0777  STATE/COUNTY-  OR/DESCHUTES
 PB0777  USGS QUAD   -  MILLICAN SE (1981)
 PB0777
 PB0777                         *CURRENT SURVEY CONTROL
 PB0777  ___________________________________________________________________
 PB0777* NAD 83(1991)-  43 48 40.46250(N)    120 52 27.40693(W)     ADJUSTED  
 PB0777* NAVD 88     -      1875.5    (meters)    6153.     (feet)  VERTCON   
 PB0777  ___________________________________________________________________
 PB0777  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 PB0777  GEOID HEIGHT-         -20.19  (meters)                     GEOID03
 PB0777  HORZ ORDER  -  THIRD
 PB0777
 PB0777.The horizontal coordinates were established by classical geodetic methods
 PB0777.and adjusted by the National Geodetic Survey in October 1991.
 PB0777
 PB0777.The NAVD 88 height was computed by applying the VERTCON shift value to
 PB0777.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PB0777
 PB0777.The Laplace correction was computed from DEFLEC99 derived deflections.
 PB0777
 PB0777.The geoid height was determined by GEOID03.
 PB0777
 PB0777;                    North         East     Units Scale Factor Converg.
 PB0777;SPC OR S     -   238,298.193 1,469,886.820   MT  0.99995751   -0 15 21.8
 PB0777;SPC OR S     -   781,818.22  4,822,463.32   iFT  0.99995751   -0 15 21.8
 PB0777;UTM  10      - 4,853,104.112   670,968.817   MT  0.99995953   +1 28 19.1
 PB0777
 PB0777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PB0777!SPC OR S     -   0.99970916  x   0.99995751  =   0.99966669
 PB0777!UTM  10      -   0.99970916  x   0.99995953  =   0.99966870
 PB0777
 PB0777|---------------------------------------------------------------------|
 PB0777| PID    Reference Object                     Distance      Geod. Az  |
 PB0777|                                                           dddmmss.s |
 PB0777| CS4117 ANTELOPE RM 1                        17.145 METERS 09129     |
 PB0777| PB0781 EAST BUTTE                          APPROX.18.8 KM 2113032.3 |
 PB0777| CS4118 ANTELOPE RM 2                        27.243 METERS 32916     |
 PB0777|---------------------------------------------------------------------|
 PB0777
 PB0777                          SUPERSEDED SURVEY CONTROL
 PB0777
 PB0777  NAD 83(1986)-  43 48 40.46377(N)    120 52 27.40638(W) AD(       ) 3
 PB0777  NGVD 29 (04/26/90) 1874.2    (m)         6149.     (f) VERT ANG    3  
 PB0777
 PB0777.Superseded values are not recommended for survey control.
 PB0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0777.See file dsdata.txt to determine how the superseded data were derived.
 PB0777
 PB0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP7096953104(NAD 83)
 PB0777_MARKER: DS = TRIANGULATION STATION DISK
 PB0777_SETTING: 66 = SET IN ROCK OUTCROP
 PB0777_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 PB0777_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PB0777+STABILITY: POSITION/ELEVATION WELL
 PB0777
 PB0777  HISTORY     - Date     Condition        Report By
 PB0777  HISTORY     - 1966     MONUMENTED       USGS
 PB0777
 PB0777                          STATION DESCRIPTION
 PB0777
 PB0777'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 PB0777'LOCATED ABOUT 14 MI W. OF BROTHERS, ABOUT 5 MI SE. OF MILLICAN,
 PB0777'ABOUT 4 MI NE. OF PINE MTN. LOT.  ON HIGHEST POINT OF BARE TOP AT
 PB0777'EAST END OF PINE MOUNTAIN.  THIS TOP IS ALSO USED AS A RADIO
 PB0777'REFLECTOR STATION.
 PB0777'
 PB0777'TO REACH FROM MILLICAN, DRIVE 0.2 MI E. ON U.S. HWY. 20.  TURN OFF
 PB0777'HWY. AND DRIVE 3.4 MI S. TO RD. FORK.  TAKE LEFT FORK 0.3 MI TO
 PB0777'RD. FORK.  TAKE LEFT FORK 1.7 MI TO RD. FORK.  TAKE LEFT FORK OFF
 PB0777'MAIN RD. 1 MI TO HIGHEST POINT AND STATION.
 PB0777'
 PB0777'STATION MARK--STANDARD TABLET STAMPED---ANTELOPE 1966---, CEMENTED
 PB0777'IN DRILL HOLE IN ROCK OUTCROP.
 PB0777'
 PB0777'RM 1--STANDARD RM TABLET STAMPED---NO 1 1966---, CEMENTED IN DRILL
 PB0777'HOLE IN ROCK OUTCROP.
 PB0777'
 PB0777'RM 2--STANDARD RM TABLET STAMPED---NO 2 1966---, CEMENTED IN DRILL
 PB0777'HOLE IN ROCK.
 PB0777'
 PB0777'RADIO TOWER--RADIO REFLECTOR STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0278 ***********************************************************************
 NX0278  DESIGNATION -  ANTELOPE BUTTE
 NX0278  PID         -  NX0278
 NX0278  STATE/COUNTY-  OR/LAKE
 NX0278  USGS QUAD   -  ANTELOPE BUTTE (1971)
 NX0278
 NX0278                         *CURRENT SURVEY CONTROL
 NX0278  ___________________________________________________________________
 NX0278* NAD 83(1991)-  42 01 53.99065(N)    119 27 36.91603(W)     ADJUSTED  
 NX0278* NAVD 88     -      1963.5    (meters)    6442.     (feet)  VERTCON   
 NX0278  ___________________________________________________________________
 NX0278  LAPLACE CORR-           5.03  (seconds)                    DEFLEC99
 NX0278  GEOID HEIGHT-         -20.34  (meters)                     GEOID03
 NX0278  HORZ ORDER  -  FIRST
 NX0278
 NX0278.The horizontal coordinates were established by classical geodetic methods
 NX0278.and adjusted by the National Geodetic Survey in October 1991.
 NX0278
 NX0278.The NAVD 88 height was computed by applying the VERTCON shift value to
 NX0278.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NX0278
 NX0278.The Laplace correction was computed from DEFLEC99 derived deflections.
 NX0278
 NX0278.The geoid height was determined by GEOID03.
 NX0278
 NX0278;                    North         East     Units Scale Factor Converg.
 NX0278;SPC OR S     -    41,081.343 1,586,106.491   MT  1.00008957   +0 42 40.8
 NX0278;SPC OR S     -   134,781.31  5,203,761.45   iFT  1.00008957   +0 42 40.8
 NX0278;SPC NV W     - 4,808,586.814   727,389.410   MT  0.99996485   -0 35 13.8
 NX0278;SPC NV W     -15,776,171.91  2,386,443.42   sFT  0.99996485   -0 35 13.8
 NX0278;UTM  11      - 4,656,220.375   296,342.036   MT  1.00011039   -1 38 52.1
 NX0278
 NX0278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NX0278!SPC OR S     -   0.99969533  x   1.00008957  =   0.99978487
 NX0278!SPC NV W     -   0.99969533  x   0.99996485  =   0.99966019
 NX0278!UTM  11      -   0.99969533  x   1.00011039  =   0.99980568
 NX0278
 NX0278|---------------------------------------------------------------------|
 NX0278| PID    Reference Object                     Distance      Geod. Az  |
 NX0278|                                                           dddmmss.s |
 NX0278| CD6675 ANTELOPE BUTTE RM 2                   8.767 METERS 05621     |
 NX0278| MV0351 T41S R28E SECS 21 20 CC             APPROX. 4.4 KM 1551509.1 |
 NX0278| CD5795 ANTELOPE BUTTE RM 1                   5.087 METERS 30903     |
 NX0278|---------------------------------------------------------------------|
 NX0278
 NX0278                          SUPERSEDED SURVEY CONTROL
 NX0278
 NX0278  NAD 83(1986)-  42 01 53.99283(N)    119 27 36.91577(W) AD(       ) 1
 NX0278  NAD 27      -  42 01 54.38200(N)    119 27 33.16500(W) AD(       ) 1
 NX0278  NGVD 29 (07/19/86) 1962.2    (m)         6438.     (f) VERT ANG    3  
 NX0278
 NX0278.Superseded values are not recommended for survey control.
 NX0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NX0278.See file dsdata.txt to determine how the superseded data were derived.
 NX0278
 NX0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKG9634256220(NAD 83)
 NX0278_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NX0278_SETTING: 80 = SET IN A BOULDER
 NX0278_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 NX0278
 NX0278  HISTORY     - Date     Condition        Report By
 NX0278  HISTORY     - 1950     MONUMENTED       CGS
 NX0278  HISTORY     - 1966     SEE DESCRIPTION  USGS
 NX0278  HISTORY     - 1971     SEE DESCRIPTION  USGS
 NX0278
 NX0278                          STATION DESCRIPTION
 NX0278
 NX0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (EBL)
 NX0278'THE STATION IS LOCATED ABOUT 45 MILES WEST OF DENIO.  3-1/2 MILES
 NX0278'NORTH OF THE OREGON-NEVADA STATE LINE, ON THE SOUTHERN SUMMIT AND
 NX0278'HIGHEST POINT OF A DOUBLE-TOPPED HILL KNOWN AS ANTELOPE
 NX0278'BUTTE.  THE COUNTRY FOR SEVERAL MILES TO THE NORTH IS MUCH LOWER
 NX0278'AND COMPARATIVELY FLAT.  THERE IS A SIX-FOOT CAIRN ON THE
 NX0278'NORTHERN SUMMIT OF THE HILL.  THE MARK, STAMPED ANTELOPE BU
 NX0278'1950, IS A BRONZE DISK SET IN A BOULDER 2 FEET BY 1-1/2 FEET,
 NX0278'PROJECTS 8 INCHES, AND IS 12 FEET NORTH OF A WHITE WITNESS
 NX0278'POST.
 NX0278'
 NX0278'REFERENCE MARK NO. 1, STAMPED ANTELOPE BU NO 1 1950, IS A BRONZE
 NX0278'DISK SET IN A BOULDER 2-1/2 FEET BY 2 FEET, PROJECTS 8 INCHES, AND
 NX0278'IS AT THE SAME ELEVATION AS THE STATION.
 NX0278'
 NX0278'REFERENCE MARK NO. 2, STAMPED ANTELOPE BU NO 2 1950, IS A BRONZE
 NX0278'DISK SET IN A BOULDER 2 FEET BY 1 FOOT, PROJECTS 4 INCHES, AND IS
 NX0278'1-1/2 FEET LOWER THAN THE STATION.
 NX0278'
 NX0278'THE AZIMUTH MARK IS A GENERAL LAND OFFICE DISK FASTENED TO THE
 NX0278'TOP OF A 2-INCH IRON PIPE WHICH PROJECTS 16 INCHES.  IT IS 5
 NX0278'FEET WEST-SOUTHWEST OF A WHITE WITNESS POST AND 2 FEET SOUTH OF
 NX0278'THE NEVADA-OREGON BOUNDARY FENCE.  THE MARK IS STAMPED CC T41S,
 NX0278'R28E, S21, S20 NEV 1920.
 NX0278'
 NX0278'TO REACH THE STATION FROM DENIO, GO WEST-SOUTHWEST TOWARDS
 NX0278'CEDARVILLE FOR 31.0 MILES TO THE ROAD FORK 1.0 MILE NORTH-NORTHWEST
 NX0278'OF THE ROCK DWELLINGS OF THE SHELDON GAME REFUGE.  CONTINUE
 NX0278'WESTERLY ON THE HIGHWAY TOWARDS CEDARVILLE FOR 9.0 MILES TO A
 NX0278'CATTLE GUARD AND SIDE ROAD RIGHT.  TURN RIGHT AND FOLLOW ROAD
 NX0278'ALONG THE WEST SIDE OF THE FENCE 4.7 MILES TO A GATE.  PASS
 NX0278'THROUGH GATE AND CONTINUE NORTH FOR 1.0 MILE TO A ROAD FORK
 NX0278'AT A SECOND GATE.  PASS THROUGH GATE AND FOLLOW THE MAIN
 NX0278'TRAVELED ROAD FOR 1.6 MILES TO A ROAD FORK AND A THIRD GATE.
 NX0278'TAKE RIGHT FORK THROUGH GATE 4.4 MILES.  KEEP RIGHT FORK
 NX0278'FOR 1.1 MILES TO A REVERSE Y WHICH IS ABOUT 0.7 MILE SOUTH OF
 NX0278'STATION SAGE HEN.  TURN LEFT AND FOLLOW ROAD WESTERLY FOR 4.2
 NX0278'MILES ACROSS SAGE HEN FLATS TO WHERE THE ROAD ENTERS A NARROW
 NX0278'GORGE.  FOLLOW THE ROAD INTO THE CANYON AND LEFT OUT OF THE DRAW
 NX0278'KEEPING THE MAIN TRAVELED ROAD SOUTH-SOUTHWEST FOR 3.3 MILES TO A
 NX0278'GATE IN THE EAST-WEST FENCE, ALONG THE NEVADA-OREGON
 NX0278'BOUNDARY.  TURN RIGHT ON THE DIM TRACK ROAD ON THE NORTH SIDE
 NX0278'OF THE FENCE AND FOLLOW THE MAIN TRAVELED ROAD FOR 4.0 MILES TO
 NX0278'A FENCED WATER HOLE ON THE LEFT.  FROM HERE GO ACROSS COUNTRY
 NX0278'AROUND THE NORTH SIDE OF THE WATER HOLE TO WHERE THE
 NX0278'DOUBLE-TOPPED BUTTE WITH A CAIRN ON THE NORTHERN SUMMIT IS VISIBLE
 NX0278'TO THE WEST.  TURN WEST AND PICK WAY TOWARDS THE BUTTE FOR ABOUT
 NX0278'2.5 MILES TO THE TOP OF HILL AND THE STATION.
 NX0278'
 NX0278'TO REACH THE AZIMUTH MARK FROM THE GATE IN THE EAST-WEST BOUNDARY
 NX0278'FENCE, GO THROUGH THE GATE AND FOLLOW THE TRACK ROAD ALONG THE
 NX0278'SOUTH SIDE OF THE FENCE FOR 2.5 MILES TO A GATE.  CONTINUE WESTERLY
 NX0278'FOR 0.5 MILE TO A WHITE WITNESS POST NAILED TO THE FENCE AND THE
 NX0278'MARK.  THE STATION CAN BE REACHED FROM HERE BY GOING THROUGH THE
 NX0278'GATE 1/2 MILE EAST OF THE AZIMUTH MARK AND CONTINUING NORTH
 NX0278'ACROSS COUNTRY TOWARDS THE LONE BUTTE FOR ABOUT 3-1/2 MILES, BUT
 NX0278'THE GOING IS ROUGHER THAN THE OTHER WAY.
 NX0278
 NX0278                          STATION RECOVERY (1966)
 NX0278
 NX0278'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 NX0278'STATION RECOVERED.
 NX0278'
 NX0278'DISTANCES FROM AZIMUTHS TO REFERENCE MARKS NOT CHECKED.
 NX0278'
 NX0278'THE OLD DESCRIPTION IS ADEQUATE.
 NX0278'
 NX0278'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NX0278'DENIO.
 NX0278
 NX0278                          STATION RECOVERY (1971)
 NX0278
 NX0278'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 NX0278'RM 1 TO RM 2 NOT MEASURED
 NX0278'
 NX0278'ALL MARKS IN GOOD CONDITION.  AZIMUTH MARK NOT SEARCHED FOR.
 NX0278'
 NX0278'NEW TO REACH AS FOLLOWS--
 NX0278'
 NX0278'TO REACH FROM NEVADA-OREGON STATE LINE AT HIGHWAY 140, DRIVE
 NX0278'W. ON HIGHWAY 140 FOR 9.3 MI TO JCT. OF ROUGH, ROCKY
 NX0278'RD. N..  TURN RIGHT (N.) FOR 1.1 MI.  TURN LEFT, NW.,
 NX0278'CROSS-COUNTRY FOR 0.6 MI TOWARD AND UP ON A PROMINENT BALD TOP
 NX0278'AND STATION.
 NX0278'
 NX0278'REACHED BY HELICOPTER.  GOOD LANDING AT STATION SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0897 ***********************************************************************
 QC0897  DESIGNATION -  ANTELOPE MOUNTAIN LOT
 QC0897  PID         -  QC0897
 QC0897  STATE/COUNTY-  OR/GRANT
 QC0897  USGS QUAD   -  KNOX MOUNTAIN (1990)
 QC0897
 QC0897                         *CURRENT SURVEY CONTROL
 QC0897  ___________________________________________________________________
 QC0897* NAD 83(1991)-  44 02 32.87110(N)    118 25 09.25605(W)     ADJUSTED  
 QC0897* NAVD 88     -              **(meters)            **(feet)            
 QC0897  ___________________________________________________________________
 QC0897  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 QC0897  GEOID HEIGHT-         -17.87  (meters)                     GEOID03
 QC0897  HORZ ORDER  -  THIRD
 QC0897
 QC0897.The horizontal coordinates were established by classical geodetic methods
 QC0897.and adjusted by the National Geodetic Survey in October 1991.
 QC0897
 QC0897
 QC0897.The Laplace correction was computed from DEFLEC99 derived deflections.
 QC0897
 QC0897.The geoid height was determined by GEOID03.
 QC0897
 QC0897;                    North         East     Units Scale Factor Converg.
 QC0897;SPC OR N     -    43,908.825 2,666,766.824   MT  1.00008588   +1 28 32.3
 QC0897;SPC OR N     -   144,057.82  8,749,234.99   iFT  1.00008588   +1 28 32.3
 QC0897;SPC OR S     -   265,993.698 1,666,755.628   MT  1.00001107   +1 25 24.8
 QC0897;SPC OR S     -   872,682.74  5,468,358.36   iFT  1.00001107   +1 25 24.8
 QC0897;UTM  11      - 4,877,568.377   386,294.650   MT  0.99975901   -0 59 12.3
 QC0897
 QC0897                          SUPERSEDED SURVEY CONTROL
 QC0897
 QC0897  NAD 83(1986)-  44 02 32.87963(N)    118 25 09.25340(W) AD(       ) 4
 QC0897  NAD 27      -  44 02 33.31225(N)    118 25 05.49865(W) AD(       ) 3
 QC0897
 QC0897.Superseded values are not recommended for survey control.
 QC0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0897.See file dsdata.txt to determine how the superseded data were derived.
 QC0897
 QC0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ8629577568(NAD 83)
 QC0897
 QC0897  HISTORY     - Date     Condition        Report By
 QC0897  HISTORY     - 1968     MONUMENTED       USGS
 QC0897
 QC0897                          STATION DESCRIPTION
 QC0897
 QC0897'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 QC0897'SEE STATION ANTELOPE USGS
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB1333 ***********************************************************************
 RB1333  DESIGNATION -  ANTHONY BUTTE LOOKOUT TOWER
 RB1333  PID         -  RB1333
 RB1333  STATE/COUNTY-  OR/UNION
 RB1333  USGS QUAD   -  ANTHONY BUTTE (1965)
 RB1333
 RB1333                         *CURRENT SURVEY CONTROL
 RB1333  ___________________________________________________________________
 RB1333* NAD 83(1991)-  45 02 49.26745(N)    118 13 41.06950(W)     ADJUSTED  
 RB1333* NAVD 88     -              **(meters)            **(feet)            
 RB1333  ___________________________________________________________________
 RB1333  LAPLACE CORR-           1.74  (seconds)                    DEFLEC99
 RB1333  GEOID HEIGHT-         -16.73  (meters)                     GEOID03
 RB1333  HORZ ORDER  -  THIRD
 RB1333
 RB1333.The horizontal coordinates were established by classical geodetic methods
 RB1333.and adjusted by the National Geodetic Survey in October 1991.
 RB1333
 RB1333
 RB1333.The Laplace correction was computed from DEFLEC99 derived deflections.
 RB1333
 RB1333.The geoid height was determined by GEOID03.
 RB1333
 RB1333;                    North         East     Units Scale Factor Converg.
 RB1333;SPC OR N     -   155,902.619 2,678,945.483   MT  0.99989683   +1 36 40.4
 RB1333;SPC OR N     -   511,491.53  8,789,191.22   iFT  0.99989683   +1 36 40.4
 RB1333;UTM  11      - 4,988,907.152   403,288.112   MT  0.99971501   -0 52 09.0
 RB1333
 RB1333                          SUPERSEDED SURVEY CONTROL
 RB1333
 RB1333  NAD 83(1986)-  45 02 49.27362(N)    118 13 41.05413(W) AD(       ) 4
 RB1333  NAD 27      -  45 02 49.74749(N)    118 13 37.25482(W) AD(       ) 3
 RB1333
 RB1333.Superseded values are not recommended for survey control.
 RB1333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1333.See file dsdata.txt to determine how the superseded data were derived.
 RB1333
 RB1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK0328888907(NAD 83)
 RB1333
 RB1333  HISTORY     - Date     Condition        Report By
 RB1333  HISTORY     - 1936     MONUMENTED       USFS
 RB1333
 RB1333                          STATION DESCRIPTION
 RB1333
 RB1333'DESCRIBED BY US FOREST SERVICE 1936
 RB1333'THIS INTERSECTION STATION IS THE CENTER OF THE LOOKOUT TOWER WITH
 RB1333'HOUSE ON ANTHONY BUTTE, SITUATED ABOUT 20 MILES S AND A LITTLE
 RB1333'W OF LA GRANDE, E OF THE HEADWATERS OF GRANDE RONDE RIVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC1015 ***********************************************************************
 QC1015  DESIGNATION -  ANTONE
 QC1015  PID         -  QC1015
 QC1015  STATE/COUNTY-  OR/WHEELER
 QC1015  USGS QUAD   -  DAY BASIN (1992)
 QC1015
 QC1015                         *CURRENT SURVEY CONTROL
 QC1015  ___________________________________________________________________
 QC1015* NAD 83(1991)-  44 26 23.87955(N)    119 42 00.97924(W)     ADJUSTED  
 QC1015* NAVD 88     -      1494.9    (meters)    4905.     (feet)  VERTCON   
 QC1015  ___________________________________________________________________
 QC1015  LAPLACE CORR-          -2.67  (seconds)                    DEFLEC99
 QC1015  GEOID HEIGHT-         -18.85  (meters)                     GEOID03
 QC1015  HORZ ORDER  -  FIRST
 QC1015
 QC1015.The horizontal coordinates were established by classical geodetic methods
 QC1015.and adjusted by the National Geodetic Survey in October 1991.
 QC1015
 QC1015.The NAVD 88 height was computed by applying the VERTCON shift value to
 QC1015.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QC1015
 QC1015.The Laplace correction was computed from DEFLEC99 derived deflections.
 QC1015
 QC1015.The geoid height was determined by GEOID03.
 QC1015
 QC1015;                    North         East     Units Scale Factor Converg.
 QC1015;SPC OR N     -    86,246.693 2,563,664.605   MT  0.99997485   +0 34 01.8
 QC1015;SPC OR N     -   282,961.59  8,410,973.11   iFT  0.99997485   +0 34 01.8
 QC1015;UTM  11      - 4,924,287.569   285,112.626   MT  1.00016791   -1 53 28.9
 QC1015
 QC1015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QC1015!SPC OR N     -   0.99976861  x   0.99997485  =   0.99974347
 QC1015!UTM  11      -   0.99976861  x   1.00016791  =   0.99993648
 QC1015
 QC1015:                Primary Azimuth Mark                     Grid Az
 QC1015:SPC OR N     -  ANTONE AZ MK                             169 06 07.5
 QC1015:UTM  11      -  ANTONE AZ MK                             171 33 38.2
 QC1015
 QC1015|---------------------------------------------------------------------|
 QC1015| PID    Reference Object                     Distance      Geod. Az  |
 QC1015|                                                           dddmmss.s |
 QC1015| CD6681 ANTONE AZ MK                                       1694009.3 |
 QC1015| CD6682 ANTONE RM 1                          11.448 METERS 22626     |
 QC1015| CD6683 ANTONE RM 2                          12.730 METERS 32117     |
 QC1015|---------------------------------------------------------------------|
 QC1015
 QC1015                          SUPERSEDED SURVEY CONTROL
 QC1015
 QC1015  NAD 83(1986)-  44 26 23.88604(N)    119 42 00.97594(W) AD(       ) 1
 QC1015  NAD 27      -  44 26 24.37200(N)    119 41 57.04100(W) AD(       ) 1
 QC1015  NGVD 29 (09/20/87) 1493.7    (m)         4901.     (f) H LEVEL     3  
 QC1015
 QC1015.Superseded values are not recommended for survey control.
 QC1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC1015.See file dsdata.txt to determine how the superseded data were derived.
 QC1015
 QC1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKK8511324288(NAD 83)
 QC1015_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QC1015_SETTING: 66 = SET IN ROCK OUTCROP
 QC1015_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QC1015
 QC1015  HISTORY     - Date     Condition        Report By
 QC1015  HISTORY     - 1946     MONUMENTED       CGS
 QC1015  HISTORY     - 1963     GOOD             USGS
 QC1015  HISTORY     - 1972     GOOD             USGS
 QC1015
 QC1015                          STATION DESCRIPTION
 QC1015
 QC1015'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 QC1015'THE STATION IS LOCATED ON A ROCK COVERED KNOLL, ON A HIGH RIDGE
 QC1015'BETWEEN COTTONWOOD AND BIRCH CREEKS.  IT IS ABOUT 6 MILES
 QC1015'SOUTHEAST OF ANTONE AND ABOUT 8-1/2 MILES SOUTHWEST OF DAYVILLE,
 QC1015'AND ABOUT 0.3 MILE NORTH OF THE TIMBERLINE.  IT IS 3 PACES
 QC1015'NORTH-NORTHEAST OF A SMALL JUNIPER TREE AND IS SET IN BEDROCK
 QC1015'WHICH PROJECTS 22 INCHES.  IT IS STAMPED ANTONE 1945.  (THIS
 QC1015'STATION WAS BUILT IN 1945 BUT WAS NOT OCCUPIED UNTIL 1946)
 QC1015'
 QC1015'REFERENCE MARK NO.1 IS SOUTHWEST OF AND THE SAME HEIGHT AS THE
 QC1015'STATION.  IT IS, 4 FEET SOUTHWEST OF A SMALL JUNIPER TREE, SET IN
 QC1015'BEDROCK WHICH PROJECTS 2 FEET, AND IS STAMPED ANTONE NO.1 1945.
 QC1015'
 QC1015'REFERENCE MARK NO.2 IS NORTHWEST OF, AND 2 FEET LOWER THAN THE
 QC1015'STATION.  IT IS SET IN BEDROCK WHICH PROJECTS 1 FOOT AND IS
 QC1015'STAMPED ANTONE NO.2 1945.
 QC1015'
 QC1015'THE AZIMUTH MARK IS APPROXIMATELY 0.25 MILE SOUTH-SOUTHEAST OF
 QC1015'THE STATION, AT THE TOP OF A SMALL KNOLL.  IT IS 21 PACES NORTH
 QC1015'OF A FENCE LINE, 18 PACES EAST-SOUTHEAST OF A SMALL JUNIPER TREE,
 QC1015'AND IS SET IN BEDROCK WHICH PROJECTS 10 INCHES.  STAMPED ANTONE
 QC1015'1945.
 QC1015'
 QC1015'TO REACH THE STATION FROM DAYVILLE, GO WEST, FROM THE POST OFFICE,
 QC1015'ON STATE HIGHWAY 19 FOR 4.3 MILES TO A SIDE ROAD LEFT, AT THE
 QC1015'BLUE MOUNTAIN MILLS.  HERE TURN LEFT AND FOLLOW THE MAIN TRAVELLED
 QC1015'ROAD, TO THE RIGHT OF THE MILL, FOR 0.4 MILE TO A FORK.  TAKE THE
 QC1015'LEFT FORK, UP A SMALL CANYON, FOR 0.7 MILE TO ANOTHER FORK.  TAKE
 QC1015'THE RIGHT FORK FOR 3.1 MILES TO A SIDE ROAD LEFT, JUST AFTER
 QC1015'CROSSING A WOODEN BRIDGE.  TURN LEFT, PASS THRU A GATE, AND
 QC1015'FOLLOW THE MAIN TRAVELLED ROAD UP THE DRAW FOR 3.7 MILES TO AN
 QC1015'OLD CABIN ON THE RIGHT.  CONTINUE UP THE DRAW FOR 0.15 MILE
 QC1015'TO A FORK.  FROM HERE PACK UP THE RIDGE, SOUTHEAST, TO THE TOP
 QC1015'OF THE SECOND KNOLL AND THE AZIMUTH MARK AS DESCRIBED.  FROM
 QC1015'THE AZIMUTH MARK PACK DOWN THE MAIN RIDGE FOR 0.25 MILE TO THE
 QC1015'TOP OF THE NEXT SMALL KNOLL AND THE STATION AS DESCRIBED.
 QC1015
 QC1015                          STATION RECOVERY (1963)
 QC1015
 QC1015'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 QC1015'RECOVERED AS DESCRIBED.  ALL MARKS IN GOOD CONDITION.  RMS
 QC1015'NOT OBSERVED.
 QC1015
 QC1015                          STATION RECOVERY (1972)
 QC1015
 QC1015'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 QC1015'RECOVERED AS DESCRIBED.  RMS NOT OBSERVED.
 QC1015'
 QC1015'REACHED BY HELICOPTER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AC7322 ***********************************************************************
 AC7322  DESIGNATION -  AP 1963 STA B2
 AC7322  PID         -  AC7322
 AC7322  STATE/COUNTY-  OR/BENTON
 AC7322  USGS QUAD   -  CORVALLIS (1986)
 AC7322
 AC7322                         *CURRENT SURVEY CONTROL
 AC7322  ___________________________________________________________________
 AC7322* NAD 83(2007)-  44 30 12.29392(N)    123 17 26.15497(W)     ADJUSTED  
 AC7322* NAVD 88     -        73.9    (meters)     242.     (feet)  GPS OBS   
 AC7322  ___________________________________________________________________
 AC7322  EPOCH DATE  -        2007.00
 AC7322  X           -  -2,500,985.894 (meters)                     COMP
 AC7322  Y           -  -3,808,748.933 (meters)                     COMP
 AC7322  Z           -   4,448,194.745 (meters)                     COMP
 AC7322  LAPLACE CORR-          -5.26  (seconds)                    DEFLEC99
 AC7322  ELLIP HEIGHT-          51.216 (meters)          (02/10/07) ADJUSTED
 AC7322  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 AC7322
 AC7322  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AC7322  Type    PID    Designation                      North   East  Ellip
 AC7322  -------------------------------------------------------------------
 AC7322  NETWORK AC7322 AP 1963 STA B2                    0.59   0.41   1.39
 AC7322  -------------------------------------------------------------------
 AC7322
 AC7322.This mark is at Corvallis Municipal Airport (CVO)
 AC7322
 AC7322.The horizontal coordinates were established by GPS observations
 AC7322.and adjusted by the National Geodetic Survey in February 2007.
 AC7322
 AC7322.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AC7322.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AC7322.The horizontal coordinates are valid at the epoch date displayed above.
 AC7322.The epoch date for horizontal control is a decimal equivalence
 AC7322.of Year/Month/Day.
 AC7322
 AC7322.The orthometric height was determined by GPS observations and a
 AC7322.high-resolution geoid model.
 AC7322
 AC7322.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7322
 AC7322.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7322
 AC7322.The ellipsoidal height was determined by GPS observations
 AC7322.and is referenced to NAD 83.
 AC7322
 AC7322.The geoid height was determined by GEOID03.
 AC7322
 AC7322;                    North         East     Units Scale Factor Converg.
 AC7322;SPC OR N     -    96,814.026 2,278,130.537   MT  0.99996151   -1 58 44.6
 AC7322;SPC OR N     -   317,631.32  7,474,181.55   iFT  0.99996151   -1 58 44.6
 AC7322;UTM  10      - 4,927,829.570   476,899.412   MT  0.99960656   -0 12 13.3
 AC7322
 AC7322!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7322!SPC OR N     -   0.99999197  x   0.99996151  =   0.99995348
 AC7322!UTM  10      -   0.99999197  x   0.99960656  =   0.99959853
 AC7322
 AC7322                          SUPERSEDED SURVEY CONTROL
 AC7322
 AC7322  NAD 83(1991)-  44 30 12.29033(N)    123 17 26.15669(W) AD(       ) 3
 AC7322  ELLIP H (06/09/98)   51.257  (m)                       GP(       ) 3 2
 AC7322
 AC7322.Superseded values are not recommended for survey control.
 AC7322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7322.See file dsdata.txt to determine how the superseded data were derived.
 AC7322
 AC7322_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ7689927830(NAD 83)
 AC7322_MARKER: DT = TOPOGRAPHIC STATION DISK
 AC7322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7322_SP_SET: EDGE OF PAVED TAXIWAY
 AC7322_STAMPING: AP 1963 STA B2
 AC7322_MARK LOGO: CGS   
 AC7322_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7322+STABILITY: SURFACE MOTION
 AC7322_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7322+SATELLITE: SATELLITE OBSERVATIONS - October 30, 1997
 AC7322
 AC7322  HISTORY     - Date     Condition        Report By
 AC7322  HISTORY     - 1963     MONUMENTED       CGS
 AC7322  HISTORY     - 19890615 GOOD             NGS
 AC7322  HISTORY     - 19960828 POOR             CHANCE
 AC7322  HISTORY     - 19971030 GOOD             NGS
 AC7322
 AC7322                          STATION DESCRIPTION
 AC7322
 AC7322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 AC7322'THIS STATION IS LOCATED IN THE NORTHWESTERN SECTION OF THE CORVALLIS
 AC7322'MUNI AIRPORT, NEAR RUNWAY END 17.  IT IS 309.3 FT (94.3 M) NORTH OF
 AC7322'THE 1ST RUNWAY LIGHT ON THE EAST SIDE OF THE RUNWAY, 38.7 FT (11.8 M)
 AC7322'SOUTHEAST OF THE EASTERLY THRESHOLD LIGHT, 33.9 FT (10.3 M) SOUTHWEST
 AC7322'OF CENTER OF AN IRON MANHOLE COVER, 22.4 FT (6.8 M) WEST OF THE NW
 AC7322'CORNER OF A SQUARE IRON DRAIN INLET, 6.3 FT (1.9 M) SE OF THE NE
 AC7322'CORNER OF A 3 SQ FT CONCRETE BASE OF A REIL.  A STANDARD TOPOGRAPHIC
 AC7322'DISK SET IN THE TOP OF A 6 INCH CONCRETE POST FLUSH WITH THE ASPHALT
 AC7322'SURFACING AND STAMPED---AP 1963 STA B2---.
 AC7322
 AC7322                          STATION RECOVERY (1996)
 AC7322
 AC7322'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 AC7322'THE STATION IS LOCATED ABOUT 33.5 MILES (53.9 KM) NORTH OF EUGENE, 14
 AC7322'MILES (22.5 KM) SOUTHWEST OF ALBANY AND 5 MILES (8.0 KM) SOUTH OF
 AC7322'CORVALLIS AT THE CORVALLIS MUNICIPAL AIRPORT, JACK BARROW - AIRPORT
 AC7322'MANAGER, PHONE 541-757-6783 OR 541-757-6916  TO REACH THE STATION FROM
 AC7322'THE JUNCTION OF STATE HIGHWAY 34 AND STATE HIGHWAY 99 W IN SOUTH
 AC7322'CORVALLIS, PROCEED SOUTH ON SH 99W 3.3 MILES (5.3 KM) TO AIRPORT
 AC7322'AVENUE ON THE RIGHT, TURN RIGHT AND PROCEED WEST ON AIRPORT AVE 0.75
 AC7322'MILES (1.21 KM) TO A DRIVEWAY LEADING SOUTH TO BERTEA AVIATION HANGAR,
 AC7322'TURN LEFT AND PROCEED SOUTH 0.3 MILES (0.5 KM) TO A GATE AT THE
 AC7322'NORTHWEST CORNER OF BERTEA AVIATION INC HANGAR.  PROCEED SOUTHWEST
 AC7322'THROUGH THE GATE AND ACROSS THE RAMP AREA 0.1 MILES (0.2 KM) TO THE
 AC7322'JUNCTION WITH TAXIWAY A, TURN RIGHT AND PROCEED WEST ON TAXIWAY A 0.25
 AC7322'MILES (0.40 KM) TO JUNCTION WITH RUNWAY 17-35 AND THE STATION ON THE
 AC7322'RIGHT  THE STATION IS A US COAST AND GEODETIC SURVEY TOPOGRAPHIC
 AC7322'STATION DISK SET IN THE PAVED TAXIWAY, SET FLUSH WITH THE PAVED
 AC7322'SURFACE GROUND.  THE STATION IS LOCATED 7.15 M (23.46 FT) WEST OF THE
 AC7322'CENTER OF A DRAIN INLET, 11.75 M (38.55 FT) EAST OF THE EASTERNMOST OF
 AC7322'4 THRESHOLD LIGHTS, 2.1 M (6.9 FT) EAST OF THE CENTER OF A 1 M (3.3
 AC7322'FT) SQUARE CONCRETE BLOCK, 10.3 M (33.8 FT) SOUTHWEST OF A ROUND
 AC7322'MANHOLE COVER AND 51.4 M (168.6 FT) NORTH OF THE FIRST RUNWAY LIGHT
 AC7322
 AC7322                          STATION RECOVERY (1997)
 AC7322
 AC7322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AC7322'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION, THE STATION IS
 AC7322'LOCATED 37.6 M (123.4 FT) EAST OF THE CENTERLINE END OF RUNWAY 17.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AC7346 ***********************************************************************
 AC7346  SACS        -  This is a Secondary Airport Control Station.
 AC7346  DESIGNATION -  AP 1964 STA B2
 AC7346  PID         -  AC7346
 AC7346  STATE/COUNTY-  OR/COOS
 AC7346  USGS QUAD   -  NORTH BEND (1971)
 AC7346
 AC7346                         *CURRENT SURVEY CONTROL
 AC7346  ___________________________________________________________________
 AC7346* NAD 83(2007)-  43 25 16.98011(N)    124 14 48.93095(W)     ADJUSTED  
 AC7346* NAVD 88     -         3.60   (meters)      11.8    (feet)  GPS OBS   
 AC7346  ___________________________________________________________________
 AC7346  EPOCH DATE  -        2007.00
 AC7346  X           -  -2,611,143.891 (meters)                     COMP
 AC7346  Y           -  -3,835,420.877 (meters)                     COMP
 AC7346  Z           -   4,361,606.625 (meters)                     COMP
 AC7346  LAPLACE CORR-          17.47  (seconds)                    DEFLEC99
 AC7346  ELLIP HEIGHT-         -22.224 (meters)          (02/10/07) ADJUSTED
 AC7346  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 AC7346
 AC7346  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AC7346  Type    PID    Designation                      North   East  Ellip
 AC7346  -------------------------------------------------------------------
 AC7346  NETWORK AC7346 AP 1964 STA B2                    0.55   0.53   0.94
 AC7346  -------------------------------------------------------------------
 AC7346
 AC7346.This mark is at North Bend Municipal Airport (OTH)
 AC7346
 AC7346.The horizontal coordinates were established by GPS observations
 AC7346.and adjusted by the National Geodetic Survey in February 2007.
 AC7346
 AC7346.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AC7346.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AC7346.The horizontal coordinates are valid at the epoch date displayed above.
 AC7346.The epoch date for horizontal control is a decimal equivalence
 AC7346.of Year/Month/Day.
 AC7346
 AC7346.The orthometric height was determined by GPS observations and a
 AC7346.high-resolution geoid model.
 AC7346
 AC7346.GPS derived orthometric heights for airport stations designated as
 AC7346.PACS or SACS are published to 2 decimal places.  This maintains
 AC7346.centimeter relative accuracy between the PACS and SACS.  It does
 AC7346.not indicate centimeter accuracy relative to other marks which are
 AC7346.part of the NAVD 88 network.
 AC7346
 AC7346.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7346
 AC7346.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7346
 AC7346.The ellipsoidal height was determined by GPS observations
 AC7346.and is referenced to NAD 83.
 AC7346
 AC7346.The geoid height was determined by GEOID03.
 AC7346
 AC7346;                    North         East     Units Scale Factor Converg.
 AC7346;SPC OR S     -   201,705.267 1,196,698.471   MT  0.99990432   -2 33 48.4
 AC7346;SPC OR S     -   661,762.69  3,926,176.09   iFT  0.99990432   -2 33 48.4
 AC7346;UTM  10      - 4,808,365.456   399,062.012   MT  0.99972533   -0 51 25.8
 AC7346
 AC7346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7346!SPC OR S     -   1.00000349  x   0.99990432  =   0.99990780
 AC7346!UTM  10      -   1.00000349  x   0.99972533  =   0.99972881
 AC7346
 AC7346                          SUPERSEDED SURVEY CONTROL
 AC7346
 AC7346  NAD 83(1998)-  43 25 16.97718(N)    124 14 48.93186(W) AD(       ) 1
 AC7346  ELLIP H (10/11/01)  -22.206  (m)                       GP(       ) 4 1
 AC7346  NAD 83(1998)-  43 25 16.97416(N)    124 14 48.93151(W) AD(       ) 1
 AC7346  ELLIP H (07/28/98)  -21.974  (m)                       GP(       ) 4 1
 AC7346
 AC7346.Superseded values are not recommended for survey control.
 AC7346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7346.See file dsdata.txt to determine how the superseded data were derived.
 AC7346
 AC7346_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCP9906208365(NAD 83)
 AC7346_MARKER: DT = TOPOGRAPHIC STATION DISK
 AC7346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7346_STAMPING: AP STA A2 1964
 AC7346_MARK LOGO: CGS   
 AC7346_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7346+STABILITY: SURFACE MOTION
 AC7346_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7346+SATELLITE: SATELLITE OBSERVATIONS - October 09, 1997
 AC7346
 AC7346  HISTORY     - Date     Condition        Report By
 AC7346  HISTORY     - 1964     MONUMENTED       CGS
 AC7346  HISTORY     - 19890615 GOOD             NGS
 AC7346  HISTORY     - 19971009 GOOD             NGS
 AC7346  HISTORY     - 20070125 POOR             USPSQD
 AC7346
 AC7346                          STATION DESCRIPTION
 AC7346
 AC7346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 AC7346'THIS STATION IS LOCATED IN THE NW SECTION OF THE NORTH BEND MUNI
 AC7346'AIRPORT NEAR RUNWAY END 13.  IT IS 356.04 FT (108.52 M) N OF THE
 AC7346'CENTERLINE INTERSECTION OF RUNWAYS 4-22 AND 13-31, 195.7 FT (59.6 M) N
 AC7346'OF THE FIRST RUNWAY LIGHT ON THE EAST SIDE OF THE RUNWAY, 60.0 FT
 AC7346'(18.3 M) NE OF THE NORTH CORNER OF THE RUNWAY, 50.6 FT (15.4 M) EAST
 AC7346'OF THE EASTERLY THRESHOLD LIGHT AND 18.0 FT (5.5 M) E OF A REIL LIGHT.
 AC7346'A STANDARD TOPOGRAPHIC DISK SET IN THE TOP OF A 10 INCH CONCRETE POST
 AC7346'PROJECTING 1 INCH AND STAMPED---AP 1964 STA B2---.
 AC7346
 AC7346                          STATION RECOVERY (1997)
 AC7346
 AC7346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AC7346'THE STATION IS LOCATED IN NORTH BEND AT THE NORTH BEND MUNICIPAL
 AC7346'AIRPORT ALONG THE EAST EDGE AND NEAR THE NORTH END OF THE STOPWAY IN
 AC7346'THE APPROACH OF RUNWAY END 13.  OWNERSHIP--CITY OF NORTH BEND, P O BOX
 AC7346'B, CITY HALL, NORTH BEND, OR 97459.  THE AIRPORT MANAGER IS GARY LE
 AC7346'TELLIER.  THE PHONE NUMBER IS (541) 756-8531.  TO REACH THE STATION
 AC7346'FROM THE INTERSECTION OF VIRGINA AVENUE AND THE SOUTHBOUND LANES OF U
 AC7346'S HIGHWAY 101 IN NORTH BEND, GO WEST FOR 0.6 MI (1.0 KM) ON THE AVENUE
 AC7346'TO A PAVED ROAD RIGHT, TURN RIGHT AND GO NORTHERLY FOR 1.1 MI (1.8 KM)
 AC7346'ON MARION STREET TO A PUBLIC BOAT LAUNCH AND A AIPORT SECURITY FENCE
 AC7346'GATE ON THE LEFT.  TURN LEFT AND GO WEST FOR 0.05 MI (0.08 KM) PASSING
 AC7346'THRU THE GATE AND ALONG A TAXIWAY TO RUNWAY 16-34, TURN LEFT AND GO
 AC7346'SOUTH FOR 0.05 MI (0.08 KM) ALONG THE RUNWAY TO A TAXIWAY RIGHT, TURN
 AC7346'RIGHT AND GO WESTERLY FOR 0.25 MI (0.40 KM) ALONG THE TAXIWAY TO
 AC7346'RUNWAY 13-31, TURN RIGHT AND GO NORTH FOR 0.2 MI (0.3 KM) ALONG THE
 AC7346'RUNWAY AND STOPWAY AND CROSSING RUNWAY 4-22 TO THE STATION ON THE
 AC7346'RIGHT AT THE END OF THE STOPWAY.  THE STATION IS LOCATED IN LINE WITH
 AC7346'THE END OF THE STOPWAY, 60.0 FT (18.3 M) NORTHEAST OF THE NORTHEASTC
 AC7346'CORNER OF THE STOPWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AC7346'SURFACE.  NOTE--THIS STATION IS A SACS.
 AC7346
 AC7346                          STATION RECOVERY (2007)
 AC7346
 AC7346'RECOVERY NOTE BY US POWER SQUADRON 2007 (AES)
 AC7346'HAS BEEN STRUCK BY MOWER, MARKINGS OBLITERATED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AC7374 ***********************************************************************
 AC7374  DESIGNATION -  AP STA A2 SLE
 AC7374  PID         -  AC7374
 AC7374  STATE/COUNTY-  OR/MARION
 AC7374  USGS QUAD   -  SALEM WEST (1986)
 AC7374
 AC7374                         *CURRENT SURVEY CONTROL
 AC7374  ___________________________________________________________________
 AC7374* NAD 83(2007)-  44 55 01.60465(N)    123 00 24.00292(W)     ADJUSTED  
 AC7374* NAVD 88     -        58.6    (meters)     192.     (feet)  GPS OBS   
 AC7374  ___________________________________________________________________
 AC7374  EPOCH DATE  -        2007.00
 AC7374  X           -  -2,464,456.503 (meters)                     COMP
 AC7374  Y           -  -3,793,963.584 (meters)                     COMP
 AC7374  Z           -   4,480,855.440 (meters)                     COMP
 AC7374  LAPLACE CORR-          -3.50  (seconds)                    DEFLEC99
 AC7374  ELLIP HEIGHT-          35.646 (meters)          (02/10/07) ADJUSTED
 AC7374  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 AC7374
 AC7374  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AC7374  Type    PID    Designation                      North   East  Ellip
 AC7374  -------------------------------------------------------------------
 AC7374  NETWORK AC7374 AP STA A2 SLE                     0.82   0.57   2.63
 AC7374  -------------------------------------------------------------------
 AC7374
 AC7374.This mark is at Mcnary Field Airport (SLE)
 AC7374
 AC7374.The horizontal coordinates were established by GPS observations
 AC7374.and adjusted by the National Geodetic Survey in February 2007.
 AC7374
 AC7374.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AC7374.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AC7374.The horizontal coordinates are valid at the epoch date displayed above.
 AC7374.The epoch date for horizontal control is a decimal equivalence
 AC7374.of Year/Month/Day.
 AC7374
 AC7374.The orthometric height was determined by GPS observations and a
 AC7374.high-resolution geoid model.
 AC7374
 AC7374.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7374
 AC7374.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7374
 AC7374.The ellipsoidal height was determined by GPS observations
 AC7374.and is referenced to NAD 83.
 AC7374
 AC7374.The geoid height was determined by GEOID03.
 AC7374
 AC7374;                    North         East     Units Scale Factor Converg.
 AC7374;SPC OR N     -   142,021.121 2,302,123.166   MT  0.99990418   -1 46 39.7
 AC7374;SPC OR N     -   465,948.56  7,552,897.53   iFT  0.99990418   -1 46 39.7
 AC7374;UTM  10      - 4,973,742.727   499,473.744   MT  0.99960000   -0 00 16.9
 AC7374
 AC7374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7374!SPC OR N     -   0.99999441  x   0.99990418  =   0.99989859
 AC7374!UTM  10      -   0.99999441  x   0.99960000  =   0.99959441
 AC7374
 AC7374                          SUPERSEDED SURVEY CONTROL
 AC7374
 AC7374  NAD 83(1998)-  44 55 01.60203(N)    123 00 24.00456(W) AD(       ) 3
 AC7374  ELLIP H (10/11/01)   35.674  (m)                       GP(       ) 4 1
 AC7374  NAD 83(1991)-  44 55 01.60197(N)    123 00 24.00462(W) AD(       ) 3
 AC7374  ELLIP H (06/25/98)   35.680  (m)                       GP(       ) 4 1
 AC7374
 AC7374.Superseded values are not recommended for survey control.
 AC7374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7374.See file dsdata.txt to determine how the superseded data were derived.
 AC7374
 AC7374_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ9947473743(NAD 83)
 AC7374_MARKER: DT = TOPOGRAPHIC STATION DISK
 AC7374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7374_STAMPING: AP 1972 STA A2 SLE
 AC7374_MARK LOGO: CGS   
 AC7374_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7374+STABILITY: SURFACE MOTION
 AC7374_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7374+SATELLITE: SATELLITE OBSERVATIONS - October 23, 1997
 AC7374
 AC7374  HISTORY     - Date     Condition        Report By
 AC7374  HISTORY     - 1972     MONUMENTED       NOS
 AC7374  HISTORY     - 19920615 GOOD             NGS
 AC7374  HISTORY     - 19960826 POOR             CHANCE
 AC7374  HISTORY     - 19971023 GOOD             NGS
 AC7374
 AC7374                          STATION DESCRIPTION
 AC7374
 AC7374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 AC7374'THE STATION IS LOCATED ON THE AIRPORT NEAR RUNWAY END 13, 77.4 FT
 AC7374'(23.6 M) NW OF TAXIWAY CENTERLINE, 91.1 FT (27.8 M) NE OF EASTERNMOST
 AC7374'THRESHOLD LIGHT, 100.0 FT (30.5 M) NE OF NE EDGE OF RUNWAY 13-31, AND
 AC7374'204.9 FT (62.5 M) N OF FIRST RUNWAY LIGHT ON E SIDE OF RUNWAY.  THE
 AC7374'STATION IS A STANDARD TOPOGRAPHIC DISK SET IN THE TOP OF A CONCRETE
 AC7374'MONUMENT PROTRUDING 1 INCH ABOVE GROUND LEVEL.
 AC7374
 AC7374                          STATION RECOVERY (1996)
 AC7374
 AC7374'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 AC7374'THE STATION IS LOCATED ABOUT 20 MILES (32.2 KM) NORTH OF ALBANY, 13
 AC7374'MILES (20.9 KM) WEST SOUTHWEST OF SILVERTON AND IN SOUTHEAST SALEM AT
 AC7374'MCNARY FIELD AIRPORT, RICHARD HAYDEN - CITY ADMINISTRATOR AND
 AC7374'TEMPORARY AIRPORT MANAGER, PHONE 503-588-6314  TO REACH THE STATION
 AC7374'FROM THE JUNCTION OF STATE HIGHWAY 22 AND INTERSTATE 5 (EXIT 253) IN
 AC7374'SALEM, PROCEED WEST ON SH 22 (MISSION ST) 1.15 MILES (1.85 KM) TO
 AC7374'INTERSECTION WITH 25TH STREET SOUTHEAST, TURN LEFT AND PROCEED SOUTH
 AC7374'ON 25TH ST SE 0.8 MILES (1.3 KM) TO AIRPORT ENTRANCE ROAD ON THE LEFT,
 AC7374'TURN LEFT AND PROCEED EAST 0.05 MILES (0.08 KM) TO GATE C BETWEEN THE
 AC7374'TOWER AND TERMINAL BUILDING, OBTAIN PERMISSION, PROCEED EAST THROUGH
 AC7374'THE GATE AND ACROSS THE RAMP 0.05 MILES (0.08 KM) TO THE EAST EDGE OF
 AC7374'THE RAMP, TURN RIGHT AND PROCEED SOUTH ALONG THE EAST EDGE OF THE RAMP
 AC7374'0.05 MILES (0.08 KM) TO JUNCTION WITH TAXIWAY J, TURN LEFT AND PROCEED
 AC7374'EAST 0.05 MILES (0.08 KM) TO THE JUNCTION WITH TAXIWAY A, TURN LEFT
 AC7374'AND PROCEED NORTHWEST ON TAXIWAY A 0.5 MILES (0.8 KM) TO THE NORTH END
 AC7374'OF TAXIWAY A, TURN RIGHT AND PROCEED NORTHEAST ON TAXIWAY L 0.05 MILES
 AC7374'(0.08 KM) ACROSS RUNWAY 13-31 ONTO TAXIWAY M AND THE STATION ON THE
 AC7374'LEFT  THE STATION IS A STANDARD US COAST AND GEODETIC SURVEY
 AC7374'TOPOGRAPHIC STATION DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT,
 AC7374'SET FLUSH WITH THE SURFACE.  THE STATION IS LOCATED 24.1 M (79.1 FT)
 AC7374'NORTH OF THE CENTERLINE OF TAXIWAY M, 12.7 M (41.7 FT) NORTHEAST OF
 AC7374'THE REIL LIGHT, 27.75 M (91.04 FT) NORTHEAST OF THE NORTHEASTERN 1 OF
 AC7374'4 THRESHOLD LIGHTS, 25.65 M (84.15 FT) WEST OF THE THIRD TAXIWAY LIGHT
 AC7374'EAST OF THE RUNWAY AND 16.65 M (54.63 FT) EAST OF THE CENTER OF A
 AC7374'DRAIN INLET  NOTE -- THE STATION HAS BEEN STRUCK BY MOWER EQUIPMENT
 AC7374'AND HAS BECOME UNSTABLE
 AC7374
 AC7374                          STATION RECOVERY (1997)
 AC7374
 AC7374'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AC7374'THE STATION IS LOCATED ABOUT 32.2 KM (20.00 MI) NORTH OF ALBANY, 20.9
 AC7374'KM (13.00 MI) WEST-SOUTHWEST OF SILVERTON AND IN SOUTHEAST SALEM AT
 AC7374'THE SALEM-MCNARY FIELD AIRPORT.  TOM LONG IS THE ACTING AIRPORT
 AC7374'MANAGER, 2990 25TH STREET SE, SALEM, OR 97302.  PHONE 503-588-6314.
 AC7374'--OWNERSHIP CITY OF SALEM, OR.-- TO REACH THE STATION FROM THE
 AC7374'JUNCTION OF STATE HIGHWAY 22 AND INTERSTATE HIGHWAY 5 (EXIT 253) IN
 AC7374'SALEM, PROCEED WEST ON SH 22 (MISSION STREET) FOR 1.85 KM (1.15 MI) TO
 AC7374'THE INTERSECTION WITH 25TH STREET SOUTHEAST.  TURN LEFT, AND GO SOUTH
 AC7374'ON 25TH ST SE FOR 1.3 KM (0.80 MI) TO A AIRPORT ENTRANCE ROAD ON THE
 AC7374'LEFT.  TURN LEFT AND GO EAST ON ENTRANCE ROAD FOR 0.08 KM (0.05 MI) TO
 AC7374'GATE C BETWEEN THE TERMINAL BUILDING AND THE TOWER. OBTAIN ENTRANCE
 AC7374'PERMISSION FROM OPERATIONS AND PROCEED EAST THROUGH THE GATE AND
 AC7374'ACROSS THE RAMP FOR 0.08 KM (0.05 MI) TO THE EAST EDGE OF THE RAMP.
 AC7374'TURN RIGHT AND GO SOUTH ALONG THE EAST EDGE OF THE RAMP FOR 0.08 KM
 AC7374'(0.05 MI) TO THE JUNCTION WITH TAXIWAY J ON THE LEFT. TURN LEFT AND GO
 AC7374'EAST FOR 0.08 KM (0.05 MI) TO THE INTERSECTION WITH TAXIWAY A.  TURN
 AC7374'LEFT AND GO NORTH ON TAXIWAY A FOR 0.8 KM (0.50 MI) TO THE END OF
 AC7374'TAXIWAY A AND TAXIWAY L ON THE RIGHT.  TURN RIGHT AND GO NORTHEAST ON
 AC7374'TAXIWAY L ACROSS RUNWAY 13 AND ONTO TAXIWAY M FOR 0.30 KM (0.20 MI) TO
 AC7374'THE STATION ON THE LEFT.  THE STATION IS A STANDARD TOPOGRAPHIC
 AC7374'STATION DISK SET IN A ROUND CONRETE MONUMENT SET FLUSH WITH THE
 AC7374'GROUND.  IT IS 53.3 M (174.9 FT) NORTHEAST OF THE CENTERLINE END OF
 AC7374'RUNWAY 13, 24.1 M (79.1 FT) NORTH OF THE CENTERLINE ON TAXIWAY M, 12.7
 AC7374'M (41.7 FT) NORTHEAST OF A REIL LIGHT AND INLINE WITH THE EXTENDED
 AC7374'THRESHOLD LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AC7375 ***********************************************************************
 AC7375  DESIGNATION -  AP STA B2 SLE
 AC7375  PID         -  AC7375
 AC7375  STATE/COUNTY-  OR/MARION
 AC7375  USGS QUAD   -  SALEM EAST (1986)
 AC7375
 AC7375                         *CURRENT SURVEY CONTROL
 AC7375  ___________________________________________________________________
 AC7375* NAD 83(2007)-  44 54 11.88227(N)    122 59 43.75380(W)     ADJUSTED  
 AC7375* NAVD 88     -        64.6    (meters)     212.     (feet)  GPS OBS   
 AC7375  ___________________________________________________________________
 AC7375  EPOCH DATE  -        2007.00
 AC7375  X           -  -2,464,308.534 (meters)                     COMP
 AC7375  Y           -  -3,795,356.792 (meters)                     COMP
 AC7375  Z           -   4,479,772.574 (meters)                     COMP
 AC7375  LAPLACE CORR-          -3.25  (seconds)                    DEFLEC99
 AC7375  ELLIP HEIGHT-          41.566 (meters)          (02/10/07) ADJUSTED
 AC7375  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 AC7375
 AC7375  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AC7375  Type    PID    Designation                      North   East  Ellip
 AC7375  -------------------------------------------------------------------
 AC7375  NETWORK AC7375 AP STA B2 SLE                     0.80   0.55   2.55
 AC7375  -------------------------------------------------------------------
 AC7375
 AC7375.This mark is at Mcnary Field Airport (SLE)
 AC7375
 AC7375.The horizontal coordinates were established by GPS observations
 AC7375.and adjusted by the National Geodetic Survey in February 2007.
 AC7375
 AC7375.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AC7375.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AC7375.The horizontal coordinates are valid at the epoch date displayed above.
 AC7375.The epoch date for horizontal control is a decimal equivalence
 AC7375.of Year/Month/Day.
 AC7375
 AC7375.The orthometric height was determined by GPS observations and a
 AC7375.high-resolution geoid model.
 AC7375
 AC7375.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7375
 AC7375.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7375
 AC7375.The ellipsoidal height was determined by GPS observations
 AC7375.and is referenced to NAD 83.
 AC7375
 AC7375.The geoid height was determined by GEOID03.
 AC7375
 AC7375;                    North         East     Units Scale Factor Converg.
 AC7375;SPC OR N     -   140,459.774 2,302,958.063   MT  0.99990526   -1 46 11.2
 AC7375;SPC OR N     -   460,826.03  7,555,636.69   iFT  0.99990526   -1 46 11.2
 AC7375;UTM  10      - 4,972,208.427   500,356.278   MT  0.99960000   +0 00 11.5
 AC7375
 AC7375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7375!SPC OR N     -   0.99999348  x   0.99990526  =   0.99989874
 AC7375!UTM  10      -   0.99999348  x   0.99960000  =   0.99959349
 AC7375
 AC7375|---------------------------------------------------------------------|
 AC7375| PID    Reference Object                     Distance      Geod. Az  |
 AC7375|                                                           dddmmss.s |
 AC7375| AD9187 SLE A                               275.326 METERS 27302     |
 AC7375|---------------------------------------------------------------------|
 AC7375
 AC7375                          SUPERSEDED SURVEY CONTROL
 AC7375
 AC7375  NAD 83(1998)-  44 54 11.87967(N)    122 59 43.75541(W) AD(       ) 3
 AC7375  ELLIP H (10/11/01)   41.593  (m)                       GP(       ) 4 1
 AC7375  NAD 83(1991)-  44 54 11.87961(N)    122 59 43.75547(W) AD(       ) 3
 AC7375  ELLIP H (06/25/98)   41.599  (m)                       GP(       ) 4 1
 AC7375
 AC7375.Superseded values are not recommended for survey control.
 AC7375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7375.See file dsdata.txt to determine how the superseded data were derived.
 AC7375
 AC7375_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ0035672208(NAD 83)
 AC7375_MARKER: DT = TOPOGRAPHIC STATION DISK
 AC7375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7375_STAMPING: AP 1972 STA B2 SLE
 AC7375_MARK LOGO: CGS   
 AC7375_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7375+STABILITY: SURFACE MOTION
 AC7375_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7375+SATELLITE: SATELLITE OBSERVATIONS - October 23, 1997
 AC7375
 AC7375  HISTORY     - Date     Condition        Report By
 AC7375  HISTORY     - 1972     MONUMENTED       NOS
 AC7375  HISTORY     - 19920615 GOOD             NGS
 AC7375  HISTORY     - 19960826 POOR             CHANCE
 AC7375  HISTORY     - 19971023 GOOD             NGS
 AC7375
 AC7375                          STATION DESCRIPTION
 AC7375
 AC7375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 AC7375'THE STATION IS LOCATED ON THE AIRPORT NEAR RUNWAY END 31, 90.6 FT
 AC7375'(27.6 M) NE OF EASTERNMOST THRESHOLD LIGHT, 100.0 FT (30.5 M) E OF
 AC7375'RUNWAY 13-31, AND 197.0 FT (60.0 M) SE OF FIRST RUNWAY LIGHT ON E SIDE
 AC7375'OF RUNWAY.  THE STATION IS A STANDARD TOPOGRAPHIC DISK SET IN THE TOP
 AC7375'OF A CONCRETE MONUMENT FLUSH WITH THE GROUND.  NOTE, THE MARK IS NOW
 AC7375'0.5 FT (15.2 CM) BELOW SURFACE OF GROUND (SOME FILL ADDED)
 AC7375
 AC7375                          STATION RECOVERY (1996)
 AC7375
 AC7375'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 AC7375'THE STATION IS LOCATED ABOUT 20 MILES (32.2 KM) NORTH OF ALBANY, 13
 AC7375'MILES (20.9 KM) WEST SOUTHWEST OF SILVERTON AND IN SOUTHEAST SALEM AT
 AC7375'MCNARY FIELD AIRPORT, RICHARD HAYDEN - CITY ADMINISTRATOR AND
 AC7375'TEMPORARY AIRPORT MANAGER, PHONE 503-588-6314  TO REACH THE STATION
 AC7375'FROM THE JUNCTION OF STATE HIGHWAY 22 AND INTERSTATE 5 (EXIT 253) IN
 AC7375'SALEM, PROCEED WEST ON SH 22 (MISSION ST) 1.15 MILES (1.85 KM) TO
 AC7375'INTERSECTION WITH 25TH STREET SOUTHEAST, TURN LEFT AND PROCEED SOUTH
 AC7375'ON 25TH ST SE 0.8 MILES (1.3 KM) TO AIRPORT ENTRANCE ROAD ON THE LEFT,
 AC7375'TURN LEFT AND PROCEED EAST 0.05 MILES (0.08 KM) TO GATE C BETWEEN THE
 AC7375'TOWER AND TERMINAL BUILDING, OBTAIN PERMISSION, PROCEED EAST THROUGH
 AC7375'THE GATE AND ACROSS THE RAMP 0.05 MILES (0.08 KM) TO THE EAST EDGE OF
 AC7375'THE RAMP, TURN RIGHT AND PROCEED SOUTH ALONG THE EAST EDGE OF THE RAMP
 AC7375'0.05 MILES (0.08 KM) TO JUNCTION WITH TAXIWAY J, TURN LEFT AND PROCEED
 AC7375'EAST 0.05 MILES (0.08 KM) TO THE JUNCTION WITH TAXIWAY A, TURN RIGHT
 AC7375'AND PROCEED SOUTHEAST ON TAXIWAY A 0.45 MILES (0.72 KM) ACROSS RUNWAY
 AC7375'16-34 TO THE JUNCTION WITH TAXIWAY F, TURN LEFT AND PROCEED EAST ON
 AC7375'TAXIWAY F 0.25 MILES (0.40 KM) TO THE INNTERSECTION WITH RUNWAY 13-31,
 AC7375'PROCEED EAST ACROSS THE SOUTH END OF THE RUNWAY 100 FT (30.5 M) TO THE
 AC7375'STATION 30 M (98.4 FT) EAST OF THE SOUTHEAST CORNER OF THE RUNWAY  THE
 AC7375'STATION IS A STANDARD US COAST AND GEODETIC SURVEY TOPOGRAPHIC STATION
 AC7375'DISK SET IN THE TOP OF A SQUARE CONCRETE MONUMENT, RECESSED 10 CM
 AC7375'BELOW THE GROUND.  THE STATION IS LOCATED 30.55 M (100.23 FT)
 AC7375'NORTHEAST OF THE EASTERN EDGE OF THE RUNWAY, 31.7 M (104.0 FT) NORTH
 AC7375'OF THE CENTER OF A SEWER MANHOLE, 27.7 M (90.9 FT) NORTHEAST OF THE
 AC7375'EASTERN ONE OF FOUR THRESHOLD LIGHTS, 60.15 M (197.34 FT) EAST OF THE
 AC7375'FIRST RUNWAY LIGHT NORTH OF THE SOUTH END OF THE RUNWAY AND 3.6 M
 AC7375'(11.8 FT) NORTHWEST OF THE PROJECTED END OF THE RUNWAY  NOTE -- THE
 AC7375'MONUMENT HAS BEEN DISTURBED IN THE PAST AND HAS A DISTINCT LEAN,
 AC7375'PROBABLY NOT A RELIABLE REFERENCE POINT
 AC7375
 AC7375                          STATION RECOVERY (1997)
 AC7375
 AC7375'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AC7375'THE STATION IS LOCATED ABOUT 32.2 KM (20.00 MI) NORTH OF ALBANY, 20.9
 AC7375'KM (13.00 MI) WEST-SOUTHWEST OF SILVERTON AND IN SOUTHEAST SALEM AT
 AC7375'THE SALEM-MCNARY FIELD AIRPORT.  TOM LONG IS THE ACTING AIRPORT
 AC7375'MANAGER, 2990 25TH STREET SE, SALEM, OR 97302.  PHONE 503-588-6314.
 AC7375'--OWNERSHIP CITY OF SALEM, OR.-- TO REACH THE STATION FROM THE
 AC7375'JUNCTION OF STATE HIGHWAY 22 AND INTERSTATE HIGHWAY 5 (EXIT 253) IN
 AC7375'SALEM, PROCEED WEST ON SH 22 (MISSION STREET) FOR 1.85 KM (1.15 MI) TO
 AC7375'THE INTERSECTION WITH 25TH STREET SOUTHEAST.  TURN LEFT, AND GO SOUTH
 AC7375'ON 25TH ST SE FOR 1.3 KM (0.80 MI) TO A AIRPORT ENTRANCE ROAD ON THE
 AC7375'LEFT.  TURN LEFT AND GO EAST ON ENTRANCE ROAD FOR 0.08 KM (0.05 MI) TO
 AC7375'GATE C BETWEEN THE TERMINAL BUILDING AND THE TOWER. OBTAIN ENTRANCE
 AC7375'PERMISSION FROM OPERATIONS AND PROCEED EAST THROUGH THE GATE AND
 AC7375'ACROSS THE RAMP FOR 0.08 KM (0.05 MI) TO THE EAST EDGE OF THE RAMP.
 AC7375'TURN RIGHT AND GO SOUTH ALONG THE EAST EDGE OF THE RAMP FOR 0.08 KM
 AC7375'(0.05 MI) TO THE JUNCTION WITH TAXIWAY J ON THE LEFT. TURN LEFT AND GO
 AC7375'EAST FOR 0.08 KM (0.05 MI) TO THE INTERSECTION WITH TAXIWAY A.  TURN
 AC7375'RIGHT AND GO SOUTHEAST ON TAXIWAY A FOR 0.72 KM (0.45 MI) CROSSING
 AC7375'RUNWAY 16-34 TO THE JUNCTION WITH TAXIWAY F.  TURN LEFT AND GO EAST ON
 AC7375'TAXIWAY F FOR 0.32 KM (0.20 MI) TO THE APPROACH END OF RUNWAY 31.
 AC7375'CONTINUE AHEAD CROSSING THE RUNWAY END FOR 0.08 KM (0.05 MI) TO THE
 AC7375'STATION ON THE RIGHT INLINE WITH THE END OF THE RUNWAY.  THE STATION
 AC7375'IS A STANDARD TOPOGRAPHIC STATION DISK SET IN A ROUND CONCRETE
 AC7375'MONUMENT WHICH IS RECESSED ABOUT 0.2 M (0.7 FT) BELOW THE GROUND
 AC7375'SURFACE.  IT IS 53.3 M (174.9 FT) NORTHEAST OF THE CENTERLINE END OF
 AC7375'RUNWAY 31, 27.7 M (90.9 FT) NORTHEAST OF THE NORTHEASTERNMOST ONE ON
 AC7375'FOUR RED-GREEN RUNWAY THRESHOLD LIGHTS, 17.8 M (58.4 FT) NORTH OF THE
 AC7375'EXTENDED CENTERLINE OF TAXIWAY F, 0.3 M (1.0 FT) SOUTHWEST OF A
 AC7375'WITNESS POST, AND RECESSED 0.2 M (0.7 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1095 ***********************************************************************
 OA1095  DESIGNATION -  APPLE
 OA1095  PID         -  OA1095
 OA1095  STATE/COUNTY-  OR/DOUGLAS
 OA1095  USGS QUAD   -  TAHKENITCH CREEK (1984)
 OA1095
 OA1095                         *CURRENT SURVEY CONTROL
 OA1095  ___________________________________________________________________
 OA1095* NAD 83(1991)-  43 49 05.39003(N)    124 09 57.96518(W)     ADJUSTED  
 OA1095* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 OA1095  ___________________________________________________________________
 OA1095  LAPLACE CORR-          14.23  (seconds)                    DEFLEC99
 OA1095  GEOID HEIGHT-         -25.28  (meters)                     GEOID03
 OA1095  HORZ ORDER  -  THIRD
 OA1095
 OA1095.The horizontal coordinates were established by classical geodetic methods
 OA1095.and adjusted by the National Geodetic Survey in October 1991.
 OA1095
 OA1095.The orthometric height was scaled from a topographic map.
 OA1095
 OA1095.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1095
 OA1095.The geoid height was determined by GEOID03.
 OA1095
 OA1095;                    North         East     Units Scale Factor Converg.
 OA1095;SPC OR S     -   245,454.517 1,205,165.729   MT  0.99995887   -2 30 29.4
 OA1095;SPC OR S     -   805,296.97  3,953,955.80   iFT  0.99995887   -2 30 29.4
 OA1095;UTM  10      - 4,852,337.794   406,223.519   MT  0.99970816   -0 48 26.8
 OA1095
 OA1095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1095!SPC OR S     -   1.00000332  x   0.99995887  =   0.99996219
 OA1095!UTM  10      -   1.00000332  x   0.99970816  =   0.99971148
 OA1095
 OA1095:                Primary Azimuth Mark                     Grid Az
 OA1095:SPC OR S     -  FISH                                     009 46 37.8
 OA1095:UTM  10      -  FISH                                     008 04 35.2
 OA1095
 OA1095|---------------------------------------------------------------------|
 OA1095| PID    Reference Object                     Distance      Geod. Az  |
 OA1095|                                                           dddmmss.s |
 OA1095| OA1096 FISH                                APPROX. 2.6 KM 0071608.4 |
 OA1095| CD9524 APPLE RM 1                           17.540 METERS 01815     |
 OA1095| CD9525 APPLE RM 2                           46.935 METERS 16523     |
 OA1095|---------------------------------------------------------------------|
 OA1095
 OA1095                          SUPERSEDED SURVEY CONTROL
 OA1095
 OA1095  NAD 83(1986)-  43 49 05.39414(N)    124 09 58.01523(W) AD(       ) 3
 OA1095  NAD 27      -  43 49 05.96800(N)    124 09 53.57700(W) AD(       ) 3
 OA1095
 OA1095.Superseded values are not recommended for survey control.
 OA1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1095.See file dsdata.txt to determine how the superseded data were derived.
 OA1095
 OA1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP0622452338(NAD 83)
 OA1095_MARKER: Z = SEE DESCRIPTION
 OA1095_SETTING: 0 = UNSPECIFIED SETTING
 OA1095
 OA1095  HISTORY     - Date     Condition        Report By
 OA1095  HISTORY     - 1928     MONUMENTED       CGS
 OA1095
 OA1095                          STATION DESCRIPTION
 OA1095
 OA1095'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (GLB)
 OA1095'ABOUT 4 MILES S OF THE MOUTH OF THE SILTCOOS RIVER (LOCALLY KNOWN
 OA1095'AS TEN MILE CREEK), 1 MILE N OF THE MOUTH OF FIVE MILE CREEK,
 OA1095'AND 40 METERS IN FROM ORDINARY HIGH-WATER LINE.  THE STATION IS
 OA1095'ON TOP OF A SMALL BARE SAND DUNE, AND IS ABOUT 200 METERS N AND
 OA1095'400 METERS W OF THE POINT WHERE THE CREEK ENTERS THE TIMBER.
 OA1095'
 OA1095'SURFACE MARK AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 OA1095'IN CONCRETE AT THE CENTER OF THE TOP OF TILES.
 OA1095'
 OA1095'UNDERGROUND MARK IS A STANDARD BRONZE DISK SET IN CONCRETE, AS
 OA1095'DESCRIBED IN NOTE 7A.
 OA1095'
 OA1095'REFERENCE MARK NO.1 IS ON A SMALL FLAT DUNE N BY E OF THE
 OA1095'STATION, AND REFERENCE MARK NO.2 IS ON A SMALL SAND DUNE S BY E
 OA1095'OF THE STATION.
 OA1095'
 OA1095'WITNESS STAKES WERE SET AS FOLLOWS, DISTANCES AND DIRECTIONS
 OA1095'BEING ESTIMATED--7 METERS N BY E OF THE STATION MARK, 4 METERS
 OA1095'S BY E OF REFERENCE MARK NO.1, BEING THE SAME STAKE AS FOR THE
 OA1095'STATION, AND 3 METERS SSW OF REFERENCE MARK NO.2.  THE STAKES
 OA1095'PROJECT ABOUT 10 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2357 ***********************************************************************
 QE2357  DESIGNATION -  APPLE
 QE2357  PID         -  QE2357
 QE2357  STATE/COUNTY-  OR/LINCOLN
 QE2357  USGS QUAD   -  TOLEDO SOUTH (1984)
 QE2357
 QE2357                         *CURRENT SURVEY CONTROL
 QE2357  ___________________________________________________________________
 QE2357* NAD 83(1991)-  44 35 36.15826(N)    123 56 29.60329(W)     ADJUSTED  
 QE2357* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 QE2357  ___________________________________________________________________
 QE2357  LAPLACE CORR-          14.86  (seconds)                    DEFLEC99
 QE2357  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 QE2357  HORZ ORDER  -  THIRD
 QE2357
 QE2357.The horizontal coordinates were established by classical geodetic methods
 QE2357.and adjusted by the National Geodetic Survey in October 1991.
 QE2357
 QE2357.The orthometric height was scaled from a topographic map.
 QE2357
 QE2357.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2357
 QE2357.The geoid height was determined by GEOID03.
 QE2357
 QE2357;                    North         East     Units Scale Factor Converg.
 QE2357;SPC OR N     -   108,797.437 2,226,829.498   MT  0.99994466   -2 26 26.5
 QE2357;SPC OR N     -   356,946.97  7,305,871.06   iFT  0.99994466   -2 26 26.5
 QE2357;UTM  10      - 4,938,212.510   425,267.894   MT  0.99966868   -0 39 39.9
 QE2357
 QE2357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2357!SPC OR N     -   1.00000301  x   0.99994466  =   0.99994767
 QE2357!UTM  10      -   1.00000301  x   0.99966868  =   0.99967169
 QE2357
 QE2357|---------------------------------------------------------------------|
 QE2357| PID    Reference Object                     Distance      Geod. Az  |
 QE2357|                                                           dddmmss.s |
 QE2357| QE2365 DUNE                                332.917 METERS 00405     |
 QE2357| QE2359 LOWER DIKE LIGHT                    466.254 METERS 0140954.6 |
 QE2357| QE2363 REAR RANGE 4                        APPROX. 0.5 KM 0491516.7 |
 QE2357| QE2352 FRONT RANGE 4                       382.778 METERS 06532     |
 QE2357| QE2377 REAR RANGE 3                        APPROX. 0.5 KM 0722250.3 |
 QE2357| QE2379 FRONT RANGE 5                       444.220 METERS 0884234.2 |
 QE2357| QE2378 FRONT RANGE 3                       350.330 METERS 09539     |
 QE2357| QE2383 DARK                                385.618 METERS 10914     |
 QE2357| QE2345 GRASS                               385.954 METERS 22016     |
 QE2357| QE2358 HANSON                               30.190 METERS 34834     |
 QE2357|---------------------------------------------------------------------|
 QE2357
 QE2357                          SUPERSEDED SURVEY CONTROL
 QE2357
 QE2357  NAD 83(1986)-  44 35 36.19410(N)    123 56 29.66968(W) AD(       ) 3
 QE2357  NAD 27      -  44 35 36.79900(N)    123 56 25.29800(W) AD(       ) 3
 QE2357
 QE2357.Superseded values are not recommended for survey control.
 QE2357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2357.See file dsdata.txt to determine how the superseded data were derived.
 QE2357
 QE2357_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ2526838213(NAD 83)
 QE2357_MARKER: Z = SEE DESCRIPTION
 QE2357_SETTING: 0 = UNSPECIFIED SETTING
 QE2357_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE2357
 QE2357  HISTORY     - Date     Condition        Report By
 QE2357  HISTORY     - 1914     MONUMENTED       CGS
 QE2357  HISTORY     - 1953     SEE DESCRIPTION  CGS
 QE2357  HISTORY     - 1974     SEE DESCRIPTION  NGS
 QE2357
 QE2357                          STATION DESCRIPTION
 QE2357
 QE2357'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (JWM)
 QE2357'STATION IS ON THE W SIDE OF THE BAY, NEAR AN APPLE TREE IN FRONT
 QE2357'OF THE OLD MONTGOMERY PLACE.
 QE2357'
 QE2357'THE STATION IS MARKED BY A BOTTLE SET 3 FEET BELOW THE SURFACE,
 QE2357'AND AT THE SURFACE BY A STANDARD DISK IN A CYLINDRICAL BED OF
 QE2357'CONCRETE 8 INCHES IN DIAMETER BY 2 FEET DEEP.
 QE2357'
 QE2357'THE REFERENCE MARK IS A STANDARD DISK SET IN CONCRETE, 5.49
 QE2357'METERS W (MAGNETIC).
 QE2357
 QE2357                          STATION RECOVERY (1953)
 QE2357
 QE2357'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (FAR)
 QE2357'THE STATION IS ABOUT 1.7 MI. SW OF TOLEDO, ON THE NW SIDE OF
 QE2357'A BEND IN THE YAQUINA RIVER, ABOUT 70 M. N-NE OF A WAREHOUSE
 QE2357'FACING THE RIVER, 70 M. NE OF A Y FORMED BY THE ROADS, 38.3 M. NE
 QE2357'OF A TRIANGULAR-BLAZED LONE FIR TREE ON THE W SIDE OF THE ROAD,
 QE2357'19.0 M. E OF THE CENTERLINE OF THE ROAD, 7.20 M. W OF A LONE
 QE2357'PILING 1.1 M. OFFSHORE, 2.60 M. W OF THE HIGH-WATERLINE,
 QE2357'0.5 M. N OF A 2-IN. IRON PIPE WITH AN IRON BAR SET IN THE TOP,
 QE2357'AT THE CORNER OF A NEW EARTH FILL.  THE STATION MARK IS A
 QE2357'STANDARD TRIANGULATION-STATION DISK, UNSTAMPED AND SET IN AN
 QE2357'8-IN. CYLINDRICAL CONCRETE MONUMENT 2 FT. BELOW THE SURFACE
 QE2357'OF THE GROUND.
 QE2357'
 QE2357'THE REFERENCE MARK WAS NOT RECOVERED, AS THE POSITION IS NOW
 QE2357'DEEPLY BURIED BY A NEW FILL.
 QE2357
 QE2357                          STATION RECOVERY (1974)
 QE2357
 QE2357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 QE2357'THE STATION MARK, AND REFERENCE MARK WAS SEARCHED FOR, BUT NEITHER
 QE2357'WAS RECOVERED.  THEY ARE BELIEVED TO BE UNDER AS MUCH AS SIX FEET OF
 QE2357'FILL, AND THE POSITION SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0958 ***********************************************************************
 NY0958  DESIGNATION -  APPLEGATE
 NY0958  PID         -  NY0958
 NY0958  STATE/COUNTY-  OR/KLAMATH
 NY0958  USGS QUAD   -  APPLEGATE BUTTE (1988)
 NY0958
 NY0958                         *CURRENT SURVEY CONTROL
 NY0958  ___________________________________________________________________
 NY0958* NAD 83(1991)-  42 42 26.13234(N)    121 43 08.03367(W)     ADJUSTED  
 NY0958* NAVD 88     -      1854.2    (meters)    6083.     (feet)  VERTCON   
 NY0958  ___________________________________________________________________
 NY0958  LAPLACE CORR-           2.51  (seconds)                    DEFLEC99
 NY0958  GEOID HEIGHT-         -22.00  (meters)                     GEOID03
 NY0958  HORZ ORDER  -  SECOND
 NY0958
 NY0958.The horizontal coordinates were established by classical geodetic methods
 NY0958.and adjusted by the National Geodetic Survey in October 1991.
 NY0958
 NY0958.The NAVD 88 height was computed by applying the VERTCON shift value to
 NY0958.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NY0958
 NY0958.The Laplace correction was computed from DEFLEC99 derived deflections.
 NY0958
 NY0958.The geoid height was determined by GEOID03.
 NY0958
 NY0958;                    North         East     Units Scale Factor Converg.
 NY0958;SPC OR S     -   116,318.617 1,400,150.155   MT  0.99992682   -0 50 02.1
 NY0958;SPC OR S     -   381,622.76  4,593,668.49   iFT  0.99992682   -0 50 02.1
 NY0958;UTM  10      - 4,729,102.848   604,915.559   MT  0.99973542   +0 52 08.4
 NY0958
 NY0958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NY0958!SPC OR S     -   0.99971274  x   0.99992682  =   0.99963958
 NY0958!UTM  10      -   0.99971274  x   0.99973542  =   0.99944823
 NY0958
 NY0958|---------------------------------------------------------------------|
 NY0958| PID    Reference Object                     Distance      Geod. Az  |
 NY0958|                                                           dddmmss.s |
 NY0958| CD6684 APPLEGATE RM 1                        5.934 METERS 08112     |
 NY0958| NY0955 CALIMUS RM 2                        APPROX.15.5 KM 1224014.9 |
 NY0958| NY0956 CALIMUS BUTTE LOOKOUT HOUSE         APPROX.15.5 KM 1224147.8 |
 NY0958| CD6685 APPLEGATE RM 2                        6.576 METERS 18113     |
 NY0958| NY0959 APPLEGATE BUTTE LOT                   1.036 METERS 20856     |
 NY0958| NY0964 AGENCY                              APPROX.19.3 KM 2470250.7 |
 NY0958|---------------------------------------------------------------------|
 NY0958
 NY0958                          SUPERSEDED SURVEY CONTROL
 NY0958
 NY0958  NAD 83(1986)-  42 42 26.13498(N)    121 43 08.04181(W) AD(       ) 2
 NY0958  NAD 27      -  42 42 26.64079(N)    121 43 03.99420(W) AD(       ) 2
 NY0958  NGVD 29 (07/19/86) 1853.0    (m)         6079.     (f) VERT ANG    3  
 NY0958
 NY0958.Superseded values are not recommended for survey control.
 NY0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0958.See file dsdata.txt to determine how the superseded data were derived.
 NY0958
 NY0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFN0491629103(NAD 83)
 NY0958_MARKER: Z = SEE DESCRIPTION
 NY0958_SETTING: 0 = UNSPECIFIED SETTING
 NY0958
 NY0958  HISTORY     - Date     Condition        Report By
 NY0958  HISTORY     - 1967     MONUMENTED       CGS
 NY0958
 NY0958                          STATION DESCRIPTION
 NY0958
 NY0958'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (CAA)
 NY0958'STATION IS LOCATED ABOUT 21 MILES NORTHWEST OF SPRAGUE RIVER, 14
 NY0958'1/2 MILES EAST OF FORT KLAMATH, 12-1/2 MILES NORTHEAST OF CHILOQUIN
 NY0958'AND IS ON THE HIGHEST POINT OF APPLEGATE BUTTE.
 NY0958'
 NY0958'THE LOOKOUT TOWER WAS OCCUPIED AND A BRACKET WAS MADE AND CLAMPED
 NY0958'TO THE NORTHEAST LEG OF THE TOWER JUST BELOW THE CAGE OF THE
 NY0958'LOOKOUT.
 NY0958'
 NY0958'TO REACH THE STATION FROM THE U.S. NATIONAL BANK IN CHILOQUIN, GO
 NY0958'NORTHEAST ON SPRAGUE RIVER HIGHWAY FOR 4.2 MILES TO A PAVED FORK,
 NY0958'KEEP THE LEFT FORK (WILLIAMSON RIVER ROAD) AND CONTINUE EAST FOR
 NY0958'5.1 MILES TO A PAINTED, RED BOARD GATE ON THE RIGHT, CONTINUE
 NY0958'EASTERLY FOR 0.6 MILE TO A SIDE ROAD LEFT AND SIGN APPLEGATE
 NY0958'BUTTE, TURN LEFT AND GO NORTH ON A BLADED ROAD FOR 0.25 MILE TO A
 NY0958'FORK, KEEP THE LEFT FORK FOR 0.5 MILE TO A FORK, KEEP THE LEFT
 NY0958'FORK FOR 0.05 MILE TO A POWERLINE, FOLLOW THE MAIN ROAD NORTH
 NY0958'ALONG THE POWERLINE FOR 0.25 MILE TO A REVERSE FORK ON THE
 NY0958'LEFT, CONTINUE NORTH ON THE BLADED ROAD ALONG THE POWERLINE
 NY0958'FOR 0.8 MILE TO A FORK, KEEP THE RIGHT FORK FOR 1.0 MILE TO A FORK,
 NY0958'KEEP THE LEFT FORK (ROAD 7A) FOR 2.45 MILES TO A FORK, KEEP
 NY0958'THE RIGHT FORK FOR 0.15 MILE TO A DIAGONAL CROSSROAD, CONTINUE
 NY0958'AHEAD NORTHERLY ON A BLADED ROAD FOR 2.4 MILES TO A FORK IN A
 NY0958'SADDLE AT THE TOP OF THE RIDGE AND THE BONNEVILLE POWER
 NY0958'ADMINISTRATION MARK ON THE RIGHT, KEEP LEFT AND GO WEST FOR
 NY0958'0.05 MILE TO THE LOOKOUT TOWER AND THE STATION.
 NY0958'
 NY0958'STATION MARK IS A STANDARD DISK, STAMPED APPLEGATE 1967, SET IN
 NY0958'THE TOP OF AN IRREGULAR SHAPED CONCRETE POST WHICH IS FLUSH WITH
 NY0958'THE GROUND.  IT IS 35 FEET SOUTH OF THE CENTER OF A ROAD, 9.7 FEET
 NY0958'SOUTHWEST OF THE NORTHEAST LEG OF THE LOOKOUT TOWER AND 3 FEET
 NY0958'EAST OF THE CONCRETE BASE OF THE LOOKOUT STEPS.
 NY0958'
 NY0958'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED APPLEGATE NO 1 1967,
 NY0958'CEMENTED IN A DRILL HOLE IN A LARGE BOULDER WHICH PROJECTS ABOUT
 NY0958'3 FEET.  IT IS 36 FEET SOUTH OF THE CENTER OF THE ROAD, 16 FEET
 NY0958'SOUTHEAST OF THE NORTHEAST LEG OF THE LOOKOUT TOWER AND 15 FEET
 NY0958'NORTHEAST OF THE SOUTHEAST LEG OF THE LOOKOUT.
 NY0958'
 NY0958'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED APPLEGATE NO 2 1967,
 NY0958'CEMENTED IN A DRILL HOLE IN A LARGE BOULDER WHICH PROJECTS ABOUT 4
 NY0958'FEET.  IT IS 16 FEET SOUTHWEST OF THE SOUTHEAST LEG OF THE LOOKOUT
 NY0958'AND 10 FEET SOUTHEAST OF THE SOUTHWEST LEG OF THE LOOKOUT.
 NY0958'
 NY0958'BONNEVILLE POWER ADMINISTRATION MARK IS A BRONZE DISK, STAMPED GATE
 NY0958'1966, BRAZED TO THE TOP OF A 2-INCH IRON PIPE WHICH PROJECTS ABOUT
 NY0958'4 INCHES ABOVE THE GROUND.  IT IS 60 FEET NORTH-NORTHWEST OF
 NY0958'POWERPOLE NO A 3523 AND 30 FEET SOUTH-SOUTHEAST OF A LARGE PINE
 NY0958'TREE.
 NY0958'
 NY0958'THE U.S. FOREST SERVICE MARK IS A BRONZE DISK STAMPED, APPLEGATE
 NY0958'L O T 1935, SET IN THE TOP OF A 6-INCH ROUND CONCRETE POST WHICH
 NY0958'PROJECTS ABOUT 2 INCHES.  IT IS LOCATED IN THE CENTER OF THE BASE
 NY0958'OF THE LOOKOUT TOWER.  NO MEASUREMENT BETWEEN REFERENCE MARKS DUE
 NY0958'TO BOULDERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0959 ***********************************************************************
 NY0959  DESIGNATION -  APPLEGATE BUTTE LOT
 NY0959  PID         -  NY0959
 NY0959  STATE/COUNTY-  OR/KLAMATH
 NY0959  USGS QUAD   -  APPLEGATE BUTTE (1988)
 NY0959
 NY0959                         *CURRENT SURVEY CONTROL
 NY0959  ___________________________________________________________________
 NY0959* NAD 83(1991)-  42 42 26.10296(N)    121 43 08.05569(W)     ADJUSTED  
 NY0959* NAVD 88     -      1854.2    (meters)    6083.     (feet)  VERTCON   
 NY0959  ___________________________________________________________________
 NY0959  LAPLACE CORR-           2.52  (seconds)                    DEFLEC99
 NY0959  GEOID HEIGHT-         -22.00  (meters)                     GEOID03
 NY0959  HORZ ORDER  -  THIRD
 NY0959
 NY0959.The horizontal coordinates were established by classical geodetic methods
 NY0959.and adjusted by the National Geodetic Survey in October 1991.
 NY0959
 NY0959.The NAVD 88 height was computed by applying the VERTCON shift value to
 NY0959.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NY0959
 NY0959.The Laplace correction was computed from DEFLEC99 derived deflections.
 NY0959
 NY0959.The geoid height was determined by GEOID03.
 NY0959
 NY0959;                    North         East     Units Scale Factor Converg.
 NY0959;SPC OR S     -   116,317.718 1,400,149.640   MT  0.99992682   -0 50 02.1
 NY0959;SPC OR S     -   381,619.81  4,593,666.80   iFT  0.99992682   -0 50 02.1
 NY0959;UTM  10      - 4,729,101.935   604,915.071   MT  0.99973542   +0 52 08.3
 NY0959
 NY0959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NY0959!SPC OR S     -   0.99971274  x   0.99992682  =   0.99963958
 NY0959!UTM  10      -   0.99971274  x   0.99973542  =   0.99944823
 NY0959
 NY0959                          SUPERSEDED SURVEY CONTROL
 NY0959
 NY0959  NAD 83(1986)-  42 42 26.10569(N)    121 43 08.06403(W) AD(       ) 4
 NY0959  NAD 27      -  42 42 26.61140(N)    121 43 04.01621(W) AD(       ) 3
 NY0959  NGVD 29 (07/19/86) 1853.0    (m)         6079.     (f) VERT ANG    3  
 NY0959
 NY0959.Superseded values are not recommended for survey control.
 NY0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0959.See file dsdata.txt to determine how the superseded data were derived.
 NY0959
 NY0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFN0491529102(NAD 83)
 NY0959_MARKER: Z = SEE DESCRIPTION
 NY0959_SETTING: 0 = UNSPECIFIED SETTING
 NY0959_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NY0959
 NY0959  HISTORY     - Date     Condition        Report By
 NY0959  HISTORY     - 1935     MONUMENTED       USFS
 NY0959  HISTORY     - 1967     SEE DESCRIPTION  CGS
 NY0959
 NY0959                          STATION DESCRIPTION
 NY0959
 NY0959'DESCRIBED BY US FOREST SERVICE 1935
 NY0959'THIS INTERSECTED POSITION IS CENTER OF TALL STEEL LOOKOUT TOWER
 NY0959'OF U.S. INDIAN SERVICE WHICH STANDS ON APPLEGATE BUTTE, ELEVATION
 NY0959'ABOUT 6100 FEET.  BUTTE IS ABOUT 6 MILES SE OF KIRK.  DRIVING
 NY0959'DISTANCE FROM CHILOQUIN IS ABOUT 17 MILES TO W BASE OF BUTTE, FROM
 NY0959'WHICH POINT CIRCULAR ROAD LEADS TO TOWER, A WELL-KNOWN
 NY0959'LANDMARK.  POSITION MARKED ON CENTER OF U.S.F.S. DISK SET IN TOP
 NY0959'OF CONCRETE POST.
 NY0959
 NY0959                          STATION RECOVERY (1967)
 NY0959
 NY0959'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CAA)
 NY0959'STATION IS LOCATED ABOUT 21 MILES NORTHWEST OF SPRAGUE RIVER, 14
 NY0959'1/2 MILES EAST OF FORT KLAMATH, 12-1/2 MILES NORTHEAST OF CHILOQUIN
 NY0959'AND IS ON THE HIGHEST POINT OF APPLEGATE BUTTE.
 NY0959'
 NY0959'THE TOWER IS A 4-LEGGED STEEL STRUCTURE, 90 FEET HIGH AND THE
 NY0959'POINT INTERSECTED WAS THE TOP-CENTER OF THE LOOKOUT TOWER.
 NY0959'
 NY0959'THERE IS A U.S. FOREST DISK STAMPED APPLEGATE L O T 1935 LOCATED
 NY0959'IN THE CENTER OF THE BASE OF THE LOOKOUT TOWER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1149 ***********************************************************************
 OA1149  DESIGNATION -  APRIL
 OA1149  PID         -  OA1149
 OA1149  STATE/COUNTY-  OR/COOS
 OA1149  USGS QUAD   -  LAKESIDE (1985)
 OA1149
 OA1149                         *CURRENT SURVEY CONTROL
 OA1149  ___________________________________________________________________
 OA1149* NAD 83(1991)-  43 33 32.39913(N)    124 13 57.01736(W)     ADJUSTED  
 OA1149* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 OA1149  ___________________________________________________________________
 OA1149  LAPLACE CORR-          16.69  (seconds)                    DEFLEC99
 OA1149  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 OA1149  HORZ ORDER  -  THIRD
 OA1149
 OA1149.The horizontal coordinates were established by classical geodetic methods
 OA1149.and adjusted by the National Geodetic Survey in October 1991.
 OA1149
 OA1149.The orthometric height was scaled from a topographic map.
 OA1149
 OA1149.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1149
 OA1149.The geoid height was determined by GEOID03.
 OA1149
 OA1149;                    North         East     Units Scale Factor Converg.
 OA1149;SPC OR S     -   216,926.090 1,198,546.128   MT  0.99991779   -2 33 12.9
 OA1149;SPC OR S     -   711,699.77  3,932,237.95   iFT  0.99991779   -2 33 12.9
 OA1149;UTM  10      - 4,823,631.666   400,455.653   MT  0.99972188   -0 50 57.8
 OA1149
 OA1149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1149!SPC OR S     -   1.00000354  x   0.99991779  =   0.99992133
 OA1149!UTM  10      -   1.00000354  x   0.99972188  =   0.99972542
 OA1149
 OA1149:                Primary Azimuth Mark                     Grid Az
 OA1149:SPC OR S     -  TEN MILE 2                               015 05 38.6
 OA1149:UTM  10      -  TEN MILE 2                               013 23 23.5
 OA1149
 OA1149|---------------------------------------------------------------------|
 OA1149| PID    Reference Object                     Distance      Geod. Az  |
 OA1149|                                                           dddmmss.s |
 OA1149| OA1148 TEN MILE 2                          APPROX. 1.2 KM 0123225.7 |
 OA1149| CD9526 APRIL RM SE                          13.520 METERS 16905     |
 OA1149| OA1146 SPRUCE                              APPROX. 4.7 KM 1860936.0 |
 OA1149| CD9527 APRIL RM SW                          20.420 METERS 22411     |
 OA1149|---------------------------------------------------------------------|
 OA1149
 OA1149                          SUPERSEDED SURVEY CONTROL
 OA1149
 OA1149  NAD 83(1986)-  43 33 32.40178(N)    124 13 57.06437(W) AD(       ) 3
 OA1149  NAD 27      -  43 33 32.95800(N)    124 13 52.66900(W) AD(       ) 3
 OA1149
 OA1149.Superseded values are not recommended for survey control.
 OA1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1149.See file dsdata.txt to determine how the superseded data were derived.
 OA1149
 OA1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP0045623632(NAD 83)
 OA1149_MARKER: Z = SEE DESCRIPTION
 OA1149_SETTING: 0 = UNSPECIFIED SETTING
 OA1149
 OA1149  HISTORY     - Date     Condition        Report By
 OA1149  HISTORY     - 1928     MONUMENTED       CGS
 OA1149
 OA1149                          STATION DESCRIPTION
 OA1149
 OA1149'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (GLB)
 OA1149'THE STATION IS ON TOP OF A GRASS-COVERED SAND DUNE ABOUT 300
 OA1149'METERS S OF THE MOUTH OF TEN MILE CREEK, AND 60 METERS IN FROM
 OA1149'THE ORDINARY HIGH-WATER LINE.
 OA1149'
 OA1149'SURFACE MARK IS A STANDARD BRONZE DISK SET IN CEMENT IN THE
 OA1149'CENTER OF THE TOP OF A TILE.
 OA1149'
 OA1149'UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 OA1149'CONCRETE AS DESCRIBED IN NOTES 7A AND 11A.
 OA1149'
 OA1149'REFERENCE MARK (SE) IS ON A GRASSY DUNE AND REFERENCE MARK (SW)
 OA1149'IS ON A GRASSY DUNE.
 OA1149'
 OA1149'WITNESS STAKES WERE SET AS FOLLOWS--2-1/2 METERS NW OF THE
 OA1149'STATION MARK, AN 8-INCH TREE STUMP 6 FEET LONG.  3 METERS NNW OF
 OA1149'REFERENCE MARK (SW), A 6-INCH POLE 8 FEET LONG.  2-1/2 METERS NE
 OA1149'OF REFERENCE MARK (SE), A 6-INCH TREE STUMP 6 FEET LONG.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0104 ***********************************************************************
 QE0104  DESIGNATION -  APT
 QE0104  PID         -  QE0104
 QE0104  STATE/COUNTY-  OR/LANE
 QE0104  USGS QUAD   -  MT HAGAN (1989)
 QE0104
 QE0104                         *CURRENT SURVEY CONTROL
 QE0104  ___________________________________________________________________
 QE0104* NAD 83(1986)-  44 07 59.     (N)    122 28 58.     (W)     SCALED    
 QE0104* NAVD 88     -       265.141  (meters)     869.88   (feet)  ADJUSTED  
 QE0104  ___________________________________________________________________
 QE0104  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 QE0104  DYNAMIC HT  -         265.086 (meters)     869.70  (feet)  COMP
 QE0104  MODELED GRAV-     980,406.3   (mgal)                       NAVD 88
 QE0104
 QE0104  VERT ORDER  -  FIRST     CLASS II
 QE0104
 QE0104.The horizontal coordinates were scaled from a topographic map and have
 QE0104.an estimated accuracy of +/- 6 seconds.
 QE0104
 QE0104.The orthometric height was determined by differential leveling
 QE0104.and adjusted in June 1991.
 QE0104.WARNING-Repeat measurements at this control monument indicate possible
 QE0104.vertical movement.
 QE0104
 QE0104.The geoid height was determined by GEOID03.
 QE0104
 QE0104.The dynamic height is computed by dividing the NAVD 88
 QE0104.geopotential number by the normal gravity value computed on the
 QE0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0104.degrees latitude (g = 980.6199 gals.).
 QE0104
 QE0104.The modeled gravity was interpolated from observed gravity values.
 QE0104
 QE0104;                    North         East    Units  Estimated Accuracy
 QE0104;SPC OR S     -   275,870.    1,341,330.      MT  (+/- 180 meters Scaled)
 QE0104
 QE0104                          SUPERSEDED SURVEY CONTROL
 QE0104
 QE0104  NGVD 29 (??/??/92)  264.004  (m)          866.15   (f) ADJ UNCH    1 2
 QE0104
 QE0104.Superseded values are not recommended for survey control.
 QE0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0104.See file dsdata.txt to determine how the superseded data were derived.
 QE0104
 QE0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP413867(NAD 83)
 QE0104_MARKER: DD = SURVEY DISK
 QE0104_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QE0104_SP_SET: HEADWALL
 QE0104_STAMPING: APT 1935
 QE0104_MARK LOGO: USE   
 QE0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0104+STABILITY: SURFACE MOTION
 QE0104
 QE0104  HISTORY     - Date     Condition        Report By
 QE0104  HISTORY     - 1935     MONUMENTED       DOD
 QE0104  HISTORY     - 1943     GOOD             NGS
 QE0104  HISTORY     - 1979     GOOD             LOCSUR
 QE0104  HISTORY     - 1987     GOOD             NGS
 QE0104
 QE0104                          STATION DESCRIPTION
 QE0104
 QE0104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QE0104'5.0 MI E FROM VIDA.
 QE0104'THIS MARK IS ABOUT 5.0 MILES EAST ALONG U.S. HIGHWAY 28 FROM THE POST
 QE0104'OFFICE AT VIDA, LANE COUNTY, SET IN THE TOP OF THE CENTER OF THE NORTH
 QE0104'HEADWALL OF A BRIDGE OVER BEAR CREEK, 32.0 FEET NORTH OF THE CENTER
 QE0104'LINE OF THE HIGHWAY.
 QE0104
 QE0104                          STATION RECOVERY (1979)
 QE0104
 QE0104'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 QE0104'FOUND BRASS CAP STAMPED ' APT 1935' IN CENTER OF NORTH HEADWALL OF
 QE0104'BOX CULVERT OVER BEAR CREEK, U.S. HIGHWAY 126 AND 38, STATION IS
 QE0104'ABOUT 5.0 MILES EAST OF VIDA, OREGON
 QE0104
 QE0104                          STATION RECOVERY (1987)
 QE0104
 QE0104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE0104'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  30.8 KM
 QE0104'(19.15 MI) WESTERLY ALONG STATE HIGHWAY 126 FROM ITS JUNCTION WITH
 QE0104'TAYLOR ROAD IN MCKENZIE BRIDGE, IN TOP OF THE NORTHEAST HEADWALL OF A
 QE0104'BOX CULVERT OF BEAR CREEK, 15.7 M (51.5 FT) NORTHWEST OF THE CENTER
 QE0104'OF A DRIVEWAY AT 47975 STATE HIGHWAY 126, 6.9 M (22.6 FT) NORTHEAST
 QE0104'OF THE CENTERLINE OF THE HIGHWAY, AND 2.1 M (6.9 FT) SOUTHEAST OF THE
 QE0104'NORTHWEST END OF THE HEADWALL.
 QE0104'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3465 ***********************************************************************
 RD3465  DESIGNATION -  APT
 RD3465  PID         -  RD3465
 RD3465  STATE/COUNTY-  OR/MULTNOMAH
 RD3465  USGS QUAD   -  SAUVIE ISLAND (1990)
 RD3465
 RD3465                         *CURRENT SURVEY CONTROL
 RD3465  ___________________________________________________________________
 RD3465* NAD 83(1991)-  45 40 10.90427(N)    122 46 28.80745(W)     ADJUSTED  
 RD3465* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 RD3465  ___________________________________________________________________
 RD3465  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 RD3465  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 RD3465  HORZ ORDER  -  THIRD
 RD3465
 RD3465.The horizontal coordinates were established by classical geodetic methods
 RD3465.and adjusted by the National Geodetic Survey in October 1991.
 RD3465
 RD3465.The orthometric height was scaled from a topographic map.
 RD3465
 RD3465.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3465
 RD3465.The geoid height was determined by GEOID03.
 RD3465
 RD3465;                    North         East     Units Scale Factor Converg.
 RD3465;SPC OR N     -   225,078.249 2,322,786.462   MT  0.99993279   -1 36 47.4
 RD3465;SPC OR N     -   738,445.70  7,620,690.49   iFT  0.99993279   -1 36 47.4
 RD3465;SPC WA S     -    39,943.018   322,768.416   MT  1.00004110   -1 39 08.3
 RD3465;SPC WA S     -   131,046.38  1,058,949.38   sFT  1.00004110   -1 39 08.3
 RD3465;UTM  10      - 5,057,374.165   517,551.449   MT  0.99960379   +0 09 40.3
 RD3465
 RD3465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3465!SPC OR N     -   1.00000295  x   0.99993279  =   0.99993574
 RD3465!SPC WA S     -   1.00000295  x   1.00004110  =   1.00004405
 RD3465!UTM  10      -   1.00000295  x   0.99960379  =   0.99960674
 RD3465
 RD3465:                Primary Azimuth Mark                     Grid Az
 RD3465:SPC OR N     -  HEWLETT DIKE LIGHT                       014 46 33.2
 RD3465:SPC WA S     -  HEWLETT DIKE LIGHT                       014 48 54.1
 RD3465:UTM  10      -  HEWLETT DIKE LIGHT                       013 00 05.5
 RD3465
 RD3465|---------------------------------------------------------------------|
 RD3465| PID    Reference Object                     Distance      Geod. Az  |
 RD3465|                                                           dddmmss.s |
 RD3465| RD3472 HEWLETT DIKE LIGHT                  APPROX. 1.9 KM 0130945.8 |
 RD3465| RD3469 MORGAN BAR DIKE BEACON 1            APPROX. 1.3 KM 0175349.2 |
 RD3465| RD3593 2 2                                  43.180 METERS 02546     |
 RD3465| RD3505 MORGAN BAR DIKE BEACON 3            APPROX. 0.8 KM 0484930.0 |
 RD3465| RD3437 PALE GRAY HOUSE DORMER WINDOW       APPROX. 1.1 KM 0920403.0 |
 RD3465| RD3542 MORGAN BAR DIKE LIGHT 5             APPROX. 0.9 KM 1023941.6 |
 RD3465| RD3546 SHINGLE HOUSE DORMER GABLE          APPROX. 1.5 KM 1142101.7 |
 RD3465| RD3439 DIKE 13.1 DOLPHIN EAST END          271.543 METERS 14124     |
 RD3465| RD3430 WILLAMET DIKE LIGHT                 APPROX. 2.0 KM 1515803.2 |
 RD3465| RD3467 MORGAN BAR DIKE LIGHT 4             APPROX. 0.7 KM 1525345.0 |
 RD3465| RD3473 COON ISLAND FRONT RANGE LIGHT       APPROX. 1.2 KM 1582307.1 |
 RD3465| RD3444 SAUVIE                              APPROX. 0.5 KM 1632900.0 |
 RD3465| CE2268 APT RM 1                             16.415 METERS 23356     |
 RD3465| CE2269 APT RM 2                             35.902 METERS 33946     |
 RD3465| RD3496 MORGANS LANDING                     APPROX. 0.9 KM 3432837.8 |
 RD3465| RD3468 MORGAN BAR DIKE LIGHT 2             405.469 METERS 3562447.5 |
 RD3465|---------------------------------------------------------------------|
 RD3465
 RD3465                          SUPERSEDED SURVEY CONTROL
 RD3465
 RD3465  NAD 83(1986)-  45 40 10.92368(N)    122 46 28.80838(W) AD(       ) 3
 RD3465  NAD 27      -  45 40 11.50300(N)    122 46 24.44700(W) AD(       ) 3
 RD3465
 RD3465.Superseded values are not recommended for survey control.
 RD3465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3465.See file dsdata.txt to determine how the superseded data were derived.
 RD3465
 RD3465_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1755157374(NAD 83)
 RD3465_MARKER: DD = SURVEY DISK
 RD3465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD3465_STAMPING: APT 1937
 RD3465_MARK LOGO: CGS   
 RD3465_PROJECTION: FLUSH
 RD3465_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD3465_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RD3465+STABILITY: POSITION/ELEVATION WELL
 RD3465_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD3465+SATELLITE: SATELLITE OBSERVATIONS - March 26, 1993
 RD3465
 RD3465  HISTORY     - Date     Condition        Report By
 RD3465  HISTORY     - 1937     MONUMENTED       CGS
 RD3465  HISTORY     - 1951     SEE DESCRIPTION  CGS
 RD3465  HISTORY     - 1960     SEE DESCRIPTION  CGS
 RD3465  HISTORY     - 19930326 GOOD             MGSINC
 RD3465
 RD3465                          STATION DESCRIPTION
 RD3465
 RD3465'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (RWK)
 RD3465'STATION IS ABOUT 425 METERS S OF MORGAN BAR DIKE 2 LIGHT, AND 40
 RD3465'METERS INSIDE THE HIGH-WATER LINE.
 RD3465'
 RD3465'STATION IS MARKED BY A STANDARD DISK CEMENTED IN THE TOP OF A 5-FOOT
 RD3465'SECTION OF 4-INCH CAST-IRON SOIL PIPE, PROJECTING 6 INCHES.
 RD3465'
 RD3465'THE REFERENCE MARKS ARE STANDARD DISKS CEMENTED IN THE TOP OF 2
 RD3465'1/2-FOOT SECTIONS OF SIMILAR PIPE.  ALL DISKS ARE STAMPED APT
 RD3465'1937.
 RD3465
 RD3465                          STATION RECOVERY (1951)
 RD3465
 RD3465'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HGC)
 RD3465'STATION IS ON THE WEST BANK OF THE COLUMBIA RIVER, APPROXIMATELY
 RD3465'1.5 MILES DOWNSTREAM FROM KELLEY POINT.  APPROXIMATELY 425 METERS
 RD3465'SOUTH OF MORGAN BAR DIKE 36 LIGHT (DIKE 13.5).  AND ABOUT 260 METERS
 RD3465'DOWNSTREAM FROM THE INSHORE END OF DIKE 13.1.  IT IS ON THE RIVER
 RD3465'SIDE OF THE LEVEE ABOUT 40 METERS INSIDE OF THE HIGH WATER LINE.
 RD3465'STATION MARK IS A STANDARD DISK CEMENTED IN THE TOP OF 5-FOOT
 RD3465'SECTION OF 4-INCH CAST IRON SOIL PIPE, PROJECTING 6 INCHES ABOVE
 RD3465'SURFACE OF GROUND, STAMPED APT 1937.
 RD3465'
 RD3465'R.MS 1 AND 2 COULD NOT BE FOUND.  HOWEVER, TWO REFERENCE MARKS WERE
 RD3465'FOUND FOR WHICH DESCRIPTIONS ARE SUBMITTED AS FOLLOWS.  R.M. NO.3 IS
 RD3465'LOCATED ON THE RIVER SIDE OF THE LEVEE, 27.195 METERS NORTHWEST OF
 RD3465'THE STATION.  IT IS A BRONZE DISK, STAMPED APT 1937 RM 3, AND SET IN
 RD3465'A CONCRETE FILLED PIPE.
 RD3465'
 RD3465'R.M. NO.4 IS LOCATED ON THE RIVER SIDE OF THE LEVEE, 24.284 METERS
 RD3465'SOUTHWEST OF THE STATION.  IT IS A BRONZE DISK, STAMPED APT 1937 RM
 RD3465'4 AND SET IN A CONCRETE FILLED PIPE.
 RD3465'
 RD3465'ALL MARKS HAVE A USBM MARKER POSTS SET NEAR THE MARKS.  ALL MARKS
 RD3465'WERE RECOVERED IN GOOD CONDITION.
 RD3465
 RD3465                          STATION RECOVERY (1960)
 RD3465
 RD3465'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FN)
 RD3465'STATION WAS RECOVERED, THE REFERENCE MARKS WERE FOUND IN GOOD
 RD3465'CONDITION, THE CAST IRON PIPE AT THE STATION MARK WAS SOLID BUT
 RD3465'THE CAP WITH THE DISK HAD BEEN BROKEN OFF.  FROM MEASUREMENTS TAKEN
 RD3465'FROM THE REFERENCE MARKS THE PIPE AT THE STATION MARK HAD NOT BEEN
 RD3465'DISTURBED.  A STANDARD DISK WAS SET IN CONCRETE IN THE PIPE.  THE
 RD3465'DISK WAS STAMPED APT 1937 1960.  THE DESCRIPTION OF H.G.C. 1951 IS
 RD3465'ADEQUATE TO DESCRIBE THE STATION.  A METAL WITNESS POST WAS SET
 RD3465'0.720 FEET NORTH OF THE STATION MARK.
 RD3465'
 RD3465'TO REACH BY TRUCK FROM THE FIRE STATION AT LINNTON, GO NORTHWEST ON
 RD3465'U.S. HIGHWAY 30 FOR 2.2 MILES, TURN RIGHT, CROSS THE BRIDGE TO
 RD3465'SAUVIE ISLAND, AFTER CROSSING THE BRIDGE TURN LEFT, GO UNDER THE
 RD3465'BRIDGE, THEN FOLLOW THE PAVED ROAD SOUTHEAST, NORTHEAST AND NORTH
 RD3465'FOR 3.9 MILES.  TURN RIGHT, GO EAST ON A GRAVELED ROAD FOR 0.3 MILE
 RD3465'TO A HOME ALONG THE LEVEE ON THE WEST SIDE OF THE COLUMBIA RIVER.
 RD3465'FROM HERE GO NORTH ON THE LEVEE ABOUT 1000 YARDS TO THE STATION ON
 RD3465'THE RIGHT, EAST.
 RD3465
 RD3465                          STATION RECOVERY (1993)
 RD3465
 RD3465'RECOVERY NOTE BY MINISTER AND GLAESER 1993 (DRP)
 RD3465'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1619 ***********************************************************************
 OA1619  DESIGNATION -  ARAGO
 OA1619  PID         -  OA1619
 OA1619  STATE/COUNTY-  OR/COOS
 OA1619  USGS QUAD   -  CAPE ARAGO (1973)
 OA1619
 OA1619                         *CURRENT SURVEY CONTROL
 OA1619  ___________________________________________________________________
 OA1619* NAD 83(1991)-  43 18 08.80454(N)    124 23 58.48581(W)     ADJUSTED  
 OA1619* NAVD 88     -        25.     (meters)      82.     (feet)  SCALED    
 OA1619  ___________________________________________________________________
 OA1619  LAPLACE CORR-          15.54  (seconds)                    DEFLEC99
 OA1619  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 OA1619  HORZ ORDER  -  THIRD
 OA1619
 OA1619.The horizontal coordinates were established by classical geodetic methods
 OA1619.and adjusted by the National Geodetic Survey in October 1991.
 OA1619
 OA1619.The orthometric height was scaled from a topographic map.
 OA1619
 OA1619.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1619
 OA1619.The geoid height was determined by GEOID03.
 OA1619
 OA1619;                    North         East     Units Scale Factor Converg.
 OA1619;SPC OR S     -   189,071.062 1,183,735.365   MT  0.99989733   -2 40 04.4
 OA1619;SPC OR S     -   620,311.88  3,883,646.21   iFT  0.99989733   -2 40 04.4
 OA1619;UTM  10      - 4,795,352.765   386,483.021   MT  0.99975851   -0 57 36.0
 OA1619
 OA1619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1619!SPC OR S     -   1.00000026  x   0.99989733  =   0.99989759
 OA1619!UTM  10      -   1.00000026  x   0.99975851  =   0.99975877
 OA1619
 OA1619:                Primary Azimuth Mark                     Grid Az
 OA1619:SPC OR S     -  BILL                                     170 10 22.1
 OA1619:UTM  10      -  BILL                                     168 27 53.7
 OA1619
 OA1619|---------------------------------------------------------------------|
 OA1619| PID    Reference Object                     Distance      Geod. Az  |
 OA1619|                                                           dddmmss.s |
 OA1619| OA1442 BILL                                APPROX.32.7 KM 1673017.7 |
 OA1619| OA1480 FLAT ROCK OFF FIVE MILE POINT       APPROX. 9.3 KM 1802410.2 |
 OA1619| OA1479 SHARP ROCK OFF FIVE MILE POINT      APPROX. 9.1 KM 1812001.9 |
 OA1619| CD9528 ARAGO RM                                           35036     |
 OA1619|---------------------------------------------------------------------|
 OA1619
 OA1619                          SUPERSEDED SURVEY CONTROL
 OA1619
 OA1619  NAD 83(1986)-  43 18 08.79808(N)    124 23 58.53609(W) AD(       ) 3
 OA1619  NAD 27      -  43 18 09.43600(N)    124 23 54.14700(W) AD(       ) 3
 OA1619
 OA1619.Superseded values are not recommended for survey control.
 OA1619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1619.See file dsdata.txt to determine how the superseded data were derived.
 OA1619
 OA1619_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN8648395353(NAD 83)
 OA1619_MARKER: Z = SEE DESCRIPTION
 OA1619_SETTING: 0 = UNSPECIFIED SETTING
 OA1619
 OA1619  HISTORY     - Date     Condition        Report By
 OA1619  HISTORY     - 1922     MONUMENTED       CGS
 OA1619  HISTORY     - 1936     SEE DESCRIPTION  CGS
 OA1619  HISTORY     - 1948     SEE DESCRIPTION  CGS
 OA1619  HISTORY     - 1970     SEE DESCRIPTION  NGS
 OA1619
 OA1619                          STATION DESCRIPTION
 OA1619
 OA1619'DESCRIBED BY COAST AND GEODETIC SURVEY 1922 (RFL)
 OA1619'THIS STATION IS TEN METERS N OF THE EDGE OF A PRECIPITOUS CLIFF
 OA1619'ON THE SW EXTREMITY OF A NARROW NECK OF LAND FORMING THE W SHORE
 OA1619'OF SOUTH BAY, OREGON.
 OA1619'
 OA1619'SURFACE MARK IS A STANDARD BRONZE DISK SET IN CONCRETE AT THE
 OA1619'CENTER OF THE TOP OF A TILE.
 OA1619'
 OA1619'REFERENCE MARK IS A STANDARD BRONZE DISK SET IN CONCRETE, AS
 OA1619'DESCRIBED IN NOTE 11A.
 OA1619'
 OA1619'WITNESS MARK IS A TREE MARKED WITH A TRIANGULAR BLAZE WITH A NAIL
 OA1619'AT THE CENTER AND EACH APEX OF THE TRIANGLE.
 OA1619'
 OA1619'IT IS UNCERTAIN WHETHER THE DISTANCES GIVEN ARE IN METERS OR IN
 OA1619'FEET.
 OA1619
 OA1619                          STATION RECOVERY (1936)
 OA1619
 OA1619'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (LAM)
 OA1619'THIS STATION IS ON THE EXTREME SW END OF CAPE ARAGO, 10 METERS N
 OA1619'OF THE EDGE OF A PRECIPITOUS CLIFF ON THE SW EXTREMITY OF THE
 OA1619'NARROW NECK OR PROMONTORY FORMING THE W SHORE OF SOUTH COVE.  IT IS
 OA1619'REPORTED THAT BLUFF HAD CAVED OFF DESTROYING STATION AND WITNESS
 OA1619'MARK.  REFERENCE MARK WAS IN GOOD CONDITION, IN CENTER OF PATH
 OA1619'ABOUT 20 FEET N OF EDGE OF BLUFF.
 OA1619'
 OA1619'LOCALITY MAY BE REACHED BY GOOD GRAVELED ROAD FROM CHARLESTON,
 OA1619'AT SW END OF COOS BAY, DISTANT ABOUT 6 MILES.  ABOUT TEN MINUTES
 OA1619'WALK FROM PARKING SPACE TO STATION SITE.  DRIVE INTO CAPE ARAGO
 OA1619'STATE PARK, AND TAKE GOOD TRAIL TO STATION SITE.
 OA1619
 OA1619                          STATION RECOVERY (1948)
 OA1619
 OA1619'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RAE)
 OA1619'A THOROUGH SEARCH WAS MADE FOR THIS STATION AND ALL REFERENCE MARKS,
 OA1619'BUT NOTHING WAS FOUND.
 OA1619'
 OA1619'CONSIDERABLE EROSION HAS TAKEN PLACE ON THE POINT WHICH FORMS
 OA1619'THE WEST SIDE OF SOUTH BAY.  THIS FACT WAS VERIFIED BY THE
 OA1619'CARETAKER OF THE STATE PARK AT CAPE ARAGO, AND IT IS EVIDENT THAT
 OA1619'THE STATION HAS WASHED OUT.
 OA1619'
 OA1619'IT IS RECOMMENDED THAT THE STATION BE CLASSIFIED AS DESTROYED.
 OA1619
 OA1619                          STATION RECOVERY (1970)
 OA1619
 OA1619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 OA1619'THE STATION MARK, AND REFERENCE MARK WERE DESTROYED BY EROSION
 OA1619'PRIOR TO 1970.
 OA1619'
 OA1619'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OA1619'3 MILES SOUTHWEST OF CHARLESTON.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1618 ***********************************************************************
 OA1618  DESIGNATION -  ARAGO HEAD
 OA1618  PID         -  OA1618
 OA1618  STATE/COUNTY-  OR/COOS
 OA1618  USGS QUAD   -  CAPE ARAGO (1973)
 OA1618
 OA1618                         *CURRENT SURVEY CONTROL
 OA1618  ___________________________________________________________________
 OA1618* NAD 83(1991)-  43 20 36.97241(N)    124 22 36.19833(W)     ADJUSTED  
 OA1618* NAVD 88     -        20.1    (meters)      66.     (feet)  VERTCON   
 OA1618  ___________________________________________________________________
 OA1618  LAPLACE CORR-          14.65  (seconds)                    DEFLEC99
 OA1618  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 OA1618  HORZ ORDER  -  SECOND
 OA1618
 OA1618.The horizontal coordinates were established by classical geodetic methods
 OA1618.and adjusted by the National Geodetic Survey in October 1991.
 OA1618
 OA1618.The NAVD 88 height was computed by applying the VERTCON shift value to
 OA1618.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OA1618
 OA1618.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1618
 OA1618.The geoid height was determined by GEOID03.
 OA1618
 OA1618;                    North         East     Units Scale Factor Converg.
 OA1618;SPC OR S     -   193,552.217 1,185,799.412   MT  0.99989926   -2 39 08.1
 OA1618;SPC OR S     -   635,013.84  3,890,418.02   iFT  0.99989926   -2 39 08.1
 OA1618;UTM  10      - 4,799,892.789   388,412.348   MT  0.99975317   -0 56 42.1
 OA1618
 OA1618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1618!SPC OR S     -   1.00000102  x   0.99989926  =   0.99990028
 OA1618!UTM  10      -   1.00000102  x   0.99975317  =   0.99975419
 OA1618
 OA1618|---------------------------------------------------------------------|
 OA1618| PID    Reference Object                     Distance      Geod. Az  |
 OA1618|                                                           dddmmss.s |
 OA1618| CD9529 ARAGO HEAD RM 1                       9.204 METERS 00939     |
 OA1618| OA1510 USCG EMPIRE RC BASE TWR             APPROX. 7.0 KM 0510703.4 |
 OA1618| OA1612 COOS BAY NORTH JETTY LT 3A          APPROX. 3.1 KM 0565139.4 |
 OA1618| OA1578 COOS BAY PULP CORP STACK            APPROX. 7.5 KM 0630915.7 |
 OA1618| OA1562 COOS HEAD 3                         APPROX. 3.3 KM 0754034.5 |
 OA1618| OA1564 CAPE ARAGO LIGHTHOUSE               287.707 METERS 15700     |
 OA1618| CD9530 ARAGO HEAD RM 2                       5.896 METERS 24413     |
 OA1618|---------------------------------------------------------------------|
 OA1618
 OA1618                          SUPERSEDED SURVEY CONTROL
 OA1618
 OA1618  NAD 83(1986)-  43 20 36.96706(N)    124 22 36.24849(W) AD(       ) 2
 OA1618  NAD 27      -  43 20 37.56900(N)    124 22 31.81500(W) AD(       ) 2
 OA1618  NGVD 29 (07/19/86)   19.0    (m)           62.     (f) VERT ANG    3  
 OA1618
 OA1618.Superseded values are not recommended for survey control.
 OA1618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1618.See file dsdata.txt to determine how the superseded data were derived.
 OA1618
 OA1618_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN8841299893(NAD 83)
 OA1618_MAGNETIC: P = MARKER IS A STEEL PIPE
 OA1618
 OA1618  HISTORY     - Date     Condition        Report By
 OA1618  HISTORY     - 1945     MONUMENTED       USGS
 OA1618  HISTORY     - 1967     SEE DESCRIPTION  CGS
 OA1618  HISTORY     - 1967     SEE DESCRIPTION  CGS
 OA1618  HISTORY     - 1970     SEE DESCRIPTION  NGS
 OA1618  HISTORY     - 1971     SEE DESCRIPTION  NGS
 OA1618  HISTORY     - 1974     SEE DESCRIPTION  NGS
 OA1618  HISTORY     - 1977     GOOD             NOS
 OA1618  HISTORY     - 20010929 MARK NOT FOUND   USPSQD
 OA1618
 OA1618                          STATION DESCRIPTION
 OA1618
 OA1618'DESCRIBED BY US GEOLOGICAL SURVEY 1945 (KGC)
 OA1618'STATION IS LOCATED NEAR THE NW END OF CAPE ARAGO, ABOUT 287 METERS
 OA1618'SEAWARD FROM CAPE ARAGO LIGHTHOUSE, AND AT THE SITE OF THE FORMER
 OA1618'LIGHTHOUSE.
 OA1618'
 OA1618'STATION IS MARKED BY A SMALL PUNCH HOLE IN THE TOP OF A 5-INCH
 OA1618'CAST-IRON POST WHICH PROJECTS FROM THE GROUND ABOUT 2-1/2
 OA1618'FEET.  THIS PIPE WAS FORMER CENTER POST OF THE SPIRAL STAIRCASE
 OA1618'IN THE LIGHTHOUSE.  THE TOP HAS BEEN INSCRIBED BY STAMPING ARAGO
 OA1618'HEAD 1942 USGS USC AND GS 1945 AROUND THE PUNCH HOLE.
 OA1618'
 OA1618'REFERENCE MARK 1 IS A BRONZE DISK CEMENTED FLUSH INTO THE NW
 OA1618'UNDERPINNING OF THE FORMER LIGHTHOUSE.  DISK IS STAMPED ARAGO
 OA1618'HEAD USGS 1942 NO 1 1945.
 OA1618'
 OA1618'REFERENCE MARK 2 IS A MARK SIMILAR TO REFERENCE MARK 1.  IT IS
 OA1618'CEMENTED FLUSH INTO THE UNDERPINNING OF THE FORMER LIGHTHOUSE.  DISK
 OA1618'IS STAMPED ARAGO HEAD USGS 1942 NO 2 1945.  BOTH REFERENCE MARKS
 OA1618'WERE ESTABLISHED IN 1945.
 OA1618'
 OA1618'TO REACH FROM EMPIRE, FOLLOW HIGHWAY TO CHARLESTON, THENCE TO
 OA1618'CAPE ARAGO LIGHTHOUSE.  HIGHWAY GUIDEPOSTS MARKED CAPE ARAGO
 OA1618'LIGHTHOUSE ARE FREQUENT.
 OA1618
 OA1618                          STATION RECOVERY (1967)
 OA1618
 OA1618'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 OA1618'THE STATION MARK, STAMPED ARAGO HEAD 1942 USGS USC AND GS 1945,
 OA1618'REFERENCE MARK NO. 1, STAMPED ARAGO HEAD USGS NO 1 1942 AND
 OA1618'REFERENCE MARK NO. 2, STAMPED ARAGO HEAD USGS NO 2 1942 WERE
 OA1618'RECOVERED AS DESCRIBED.
 OA1618'
 OA1618'THE FOLLOWING IS AN ALTERNATE TO REACH.
 OA1618'
 OA1618'TO REACH THE STATION FROM THE CHARLESTON POST OFFICE GO WEST AND
 OA1618'SOUTHWEST ON THE MACADAM ROAD FOR 2.5 MILES TO A MACADAM ROAD
 OA1618'RIGHT, TURN RIGHT AND GO WEST FOR 0.3 MILE TO A TURNAROUND AND
 OA1618'THE END OF TRUCK TRAVEL AT AN ABANDONED GAS PUMP AND THE END OF
 OA1618'TRUCK TRAVEL.  PACK WEST TO THE LIGHTHOUSE, A DISTANCE OF 300
 OA1618'FEET, THEN PACK NORTHWEST OUT ON THE PENINSULA FOR 300 FEET TO
 OA1618'THE STATION.
 OA1618
 OA1618                          STATION RECOVERY (1967)
 OA1618
 OA1618'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (RBM)
 OA1618'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 OA1618'AS DESCRIBED IN 1945 EXCEPT THE REFERENCE MARKS ARE STAMPED ARAGO
 OA1618'HEAD USGS 1942 NO 1 AND ARAGO HEAD USGS 1942 NO 2 RESPECTIVELY.
 OA1618
 OA1618                          STATION RECOVERY (1970)
 OA1618
 OA1618'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 OA1618'THE STATION MARK, AND BOTH REFERENCE MARKS WERE RECOVERED AS
 OA1618'DESCRIBED.  THE HORIZONTAL DISTANCE TO THE REFERENCE MARKS WAS
 OA1618'NOT VERIFIED.  THE FOLLOWING IS A NEW TO REACH, AND A NEW BOX
 OA1618'SCORE USING THE ORIGINAL HORIZONTAL DISTANCES.
 OA1618'
 OA1618'TO REACH THE STATION PROCURE A KEY, AND PERMISSION TO TRESPASS
 OA1618'FROM THE COAST GUARD OFFICE AT CHARLESTON.  FROM THE CHARLESTON
 OA1618'POST OFFICE GO SOUTHWEST ON THE MACADAM ROAD, TOWARD CAPE ARAGO,
 OA1618'FOR 2.5 MILES TO A MACADAM ROAD RIGHT ON THE OUTSIDE OF A CURVE,
 OA1618'TURN TOWARD CAPE ARAGO, FOR 2.5 MILES TO A MACADAM ROAD RIGHT ON
 OA1618'THE OUTSIDE OF A CURVE, TURN RIGHT, WEST, AND GO 0.3 MILE TO A
 OA1618'TURN-AROUND, AND THE END OF TRUCK TRAVEL.  HIKE NORTHWEST ON
 OA1618'THE WALK TO A LOCKED GATE, PASS THRU GATE, CROSS THE BOARDWALK,
 OA1618'PASS TO THE RIGHT OF THE LIGHTHOUSE, AND HIKE TO THE NORTHWEST
 OA1618'END OF THE NARROW NECK OF LAND, AND THE STATION.
 OA1618'
 OA1618'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OA1618'2-1/2 MILES WEST-SOUTHWEST OF CHARLESTON.
 OA1618
 OA1618                          STATION RECOVERY (1971)
 OA1618
 OA1618'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (DRT)
 OA1618'THE STATION, ARAGO HEAD, WAS RECOVERED AS DESCRIBED BY L.F.S. IN
 OA1618'1970.  REFERENCE MARK NO. 2 WAS ALSO RECOVERED.  STATION IS NOT
 OA1618'SUITABLE FOR A HI-FIX SITE.
 OA1618'
 OA1618'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OA1618'2-1/2 MILES WSW OF CHARLESTON.
 OA1618
 OA1618                          STATION RECOVERY (1974)
 OA1618
 OA1618'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RBM)
 OA1618'RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1967 AND 1970.  THE
 OA1618'STATION, A CAST-IRON POST IS RUSTED TO THE EXTENT THAT THE STAMPING
 OA1618'IS BARELY VISIBLE.
 OA1618'
 OA1618'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OA1618'2-1/2 MILES WEST OF CHARLESTON.
 OA1618
 OA1618                          STATION RECOVERY (1977)
 OA1618
 OA1618'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1977 (RBM)
 OA1618'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED
 OA1618'IN 1970.
 OA1618'
 OA1618'HEIGHT OF THE SIGNAL WAS 1.0 METERS.
 OA1618
 OA1618                          STATION RECOVERY (2001)
 OA1618
 OA1618'RECOVERY NOTE BY US POWER SQUADRON 2001 (EHR)
 OA1618'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1616 ***********************************************************************
 OA1616  DESIGNATION -  ARAGO PEAK
 OA1616  PID         -  OA1616
 OA1616  STATE/COUNTY-  OR/COOS
 OA1616  USGS QUAD   -  CAPE ARAGO (1973)
 OA1616
 OA1616                         *CURRENT SURVEY CONTROL
 OA1616  ___________________________________________________________________
 OA1616* NAD 83(1991)-  43 17 48.64875(N)    124 23 06.27334(W)     ADJUSTED  
 OA1616* NAVD 88     -       225.     (meters)     738.     (feet)  SCALED    
 OA1616  ___________________________________________________________________
 OA1616  LAPLACE CORR-          15.14  (seconds)                    DEFLEC99
 OA1616  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 OA1616  HORZ ORDER  -  SECOND
 OA1616
 OA1616.The horizontal coordinates were established by classical geodetic methods
 OA1616.and adjusted by the National Geodetic Survey in October 1991.
 OA1616
 OA1616.The orthometric height was scaled from a topographic map.
 OA1616
 OA1616.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1616
 OA1616.The geoid height was determined by GEOID03.
 OA1616
 OA1616;                    North         East     Units Scale Factor Converg.
 OA1616;SPC OR S     -   188,395.104 1,184,881.941   MT  0.99989711   -2 39 28.7
 OA1616;SPC OR S     -   618,094.17  3,887,407.94   iFT  0.99989711   -2 39 28.7
 OA1616;UTM  10      - 4,794,711.371   387,649.070   MT  0.99975527   -0 56 59.8
 OA1616
 OA1616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1616!SPC OR S     -   0.99996888  x   0.99989711  =   0.99986599
 OA1616!UTM  10      -   0.99996888  x   0.99975527  =   0.99972416
 OA1616
 OA1616:                Primary Azimuth Mark                     Grid Az
 OA1616:SPC OR S     -  USCG EMPIRE RC BASE TWR                  035 14 37.4
 OA1616:UTM  10      -  USCG EMPIRE RC BASE TWR                  033 32 08.5
 OA1616
 OA1616|---------------------------------------------------------------------|
 OA1616| PID    Reference Object                     Distance      Geod. Az  |
 OA1616|                                                           dddmmss.s |
 OA1616| OA1510 USCG EMPIRE RC BASE TWR             APPROX.11.4 KM 0323508.7 |
 OA1616| OA1244 WESTPORT                            APPROX.11.7 KM 0815340.3 |
 OA1616|---------------------------------------------------------------------|
 OA1616
 OA1616                          SUPERSEDED SURVEY CONTROL
 OA1616
 OA1616  NAD 83(1986)-  43 17 48.64124(N)    124 23 06.32349(W) AD(       ) 2
 OA1616  NAD 27      -  43 17 49.24500(N)    124 23 01.89300(W) AD(       ) 2
 OA1616
 OA1616.Superseded values are not recommended for survey control.
 OA1616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1616.See file dsdata.txt to determine how the superseded data were derived.
 OA1616
 OA1616_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN8764994711(NAD 83)
 OA1616
 OA1616  HISTORY     - Date     Condition        Report By
 OA1616  HISTORY     - 1945     MONUMENTED       USGS
 OA1616
 OA1616                          STATION DESCRIPTION
 OA1616
 OA1616'DESCRIBED BY US GEOLOGICAL SURVEY 1945
 OA1616'SEE STATION ARAGO PEAK 2
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1617 ***********************************************************************
 OA1617  DESIGNATION -  ARAGO PEAK 2
 OA1617  PID         -  OA1617
 OA1617  STATE/COUNTY-  OR/COOS
 OA1617  USGS QUAD   -  CAPE ARAGO (1973)
 OA1617
 OA1617                         *CURRENT SURVEY CONTROL
 OA1617  ___________________________________________________________________
 OA1617* NAD 83(1991)-  43 17 48.99334(N)    124 23 06.01270(W)     ADJUSTED  
 OA1617* NAVD 88     -       225.     (meters)     738.     (feet)  SCALED    
 OA1617  ___________________________________________________________________
 OA1617  LAPLACE CORR-          15.13  (seconds)                    DEFLEC99
 OA1617  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 OA1617  HORZ ORDER  -  SECOND
 OA1617
 OA1617.The horizontal coordinates were established by classical geodetic methods
 OA1617.and adjusted by the National Geodetic Survey in October 1991.
 OA1617
 OA1617.The orthometric height was scaled from a topographic map.
 OA1617
 OA1617.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1617
 OA1617.The geoid height was determined by GEOID03.
 OA1617
 OA1617;                    North         East     Units Scale Factor Converg.
 OA1617;SPC OR S     -   188,405.453 1,184,888.302   MT  0.99989711   -2 39 28.5
 OA1617;SPC OR S     -   618,128.13  3,887,428.81   iFT  0.99989711   -2 39 28.5
 OA1617;UTM  10      - 4,794,721.904   387,655.119   MT  0.99975526   -0 56 59.7
 OA1617
 OA1617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1617!SPC OR S     -   0.99996888  x   0.99989711  =   0.99986599
 OA1617!UTM  10      -   0.99996888  x   0.99975526  =   0.99972415
 OA1617
 OA1617:                Primary Azimuth Mark                     Grid Az
 OA1617:SPC OR S     -  ARAGO PEAK 2 AZ MK                       009 17 22.3
 OA1617:UTM  10      -  ARAGO PEAK 2 AZ MK                       007 34 53.5
 OA1617
 OA1617|---------------------------------------------------------------------|
 OA1617| PID    Reference Object                     Distance      Geod. Az  |
 OA1617|                                                           dddmmss.s |
 OA1617| CD9531 ARAGO PEAK 2 AZ MK                                 0063753.8 |
 OA1617| CD9532 ARAGO PEAK 2 RM 1                    16.759 METERS 03908     |
 OA1617| CD9533 ARAGO PEAK 2 RM 2                    19.027 METERS 13447     |
 OA1617| OA1616 ARAGO PEAK                           12.149 METERS 20855     |
 OA1617|---------------------------------------------------------------------|
 OA1617
 OA1617                          SUPERSEDED SURVEY CONTROL
 OA1617
 OA1617  NAD 83(1986)-  43 17 48.98585(N)    124 23 06.06283(W) AD(       ) 2
 OA1617  NAD 27      -  43 17 49.59000(N)    124 23 01.63200(W) AD(       ) 2
 OA1617
 OA1617.Superseded values are not recommended for survey control.
 OA1617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1617.See file dsdata.txt to determine how the superseded data were derived.
 OA1617
 OA1617_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN8765594722(NAD 83)
 OA1617_MARKER: Z = SEE DESCRIPTION
 OA1617_SETTING: 0 = UNSPECIFIED SETTING
 OA1617_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OA1617+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2005
 OA1617
 OA1617  HISTORY     - Date     Condition        Report By
 OA1617  HISTORY     - 1945     MONUMENTED       CGS
 OA1617  HISTORY     - 1948     SEE DESCRIPTION  CGS
 OA1617  HISTORY     - 1967     SEE DESCRIPTION  CGS
 OA1617  HISTORY     - 1971     SEE DESCRIPTION  NGS
 OA1617  HISTORY     - 1974     SEE DESCRIPTION  NGS
 OA1617  HISTORY     - 20050414 GOOD             GEOCAC
 OA1617
 OA1617                          STATION DESCRIPTION
 OA1617
 OA1617'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (KGC)
 OA1617'STATION IS LOCATED 5-1/2 MILES SW OF CHARLESTON, 1-1/2 MILES SE
 OA1617'OF CAPE ARAGO, ABOUT 1/2 MILE OFF THE OCEAN, ON A TOP COVERED
 OA1617'WITH DEAD SNAGS, AND NEAR THE N END OF A SERIES OF TOPS KNOWN AS
 OA1617'THE SEVEN DEVILS.
 OA1617'
 OA1617'SURFACE AND UNDERGROUND MARKS ARE BRONZE STATION DISKS SET IN
 OA1617'CONCRETE.  DISKS ARE STAMPED ARAGO PEAK 2 1945.
 OA1617'
 OA1617'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN CONCRETE.  IT
 OA1617'IS NE OF AND ACROSS THE ROAD FROM THE STATION AND IS ABOUT 8 FEET
 OA1617'LOWER.  DISK IS STAMPED ARAGO HEAD 2 NO 1 1945.  A 4- BY 4-INCH
 OA1617'WHITE CEDAR POST WAS SET 3 FEET N OF THIS REFERENCE MARK.
 OA1617'
 OA1617'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN CONCRETE.  IT
 OA1617'IS ABOUT 3 FEET LOWER THAN THE STATION.  DISK IS STAMPED ARAGO
 OA1617'PEAK 2 1945.
 OA1617'
 OA1617'STATION ARAGO PEAK (U.S.G.S.,1942) IS A NAIL IN THE CENTER OF
 OA1617'A WOODEN PEG IN THE CENTER OF A 6-FOOT STUMP ABOUT 8 FEET HIGH
 OA1617'ON WHOSE E SIDE A TRIANGLE HAS BEEN CUT.  STUMP IS LARGEST ONE
 OA1617'IN VICINITY.
 OA1617'
 OA1617'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN CONCRETE.  IT IS
 OA1617'0.4 MILE N OF THE STATION, BY THE OLD LOGGING ROAD.  IT IS 25
 OA1617'FEET E OF THE OLD LOGGING ROAD, AT THE BASE OF A SMALL
 OA1617'KNOLL.  THERE IS A LARGE SPAR TREE AT THE E EDGE OF THE ROAD AND
 OA1617'IS ABOUT 25 FEET FROM THE STATION.  DISK IS STAMPED ARAGO PEAK 2
 OA1617'1945.
 OA1617'
 OA1617'TO REACH STATION FROM CHARLESTON POST OFFICE, FOLLOW PAVED ROAD 2.6
 OA1617'MILES TO ARAGO LIGHTHOUSE, CONTINUE STRAIGHT AHEAD ON GRAVEL
 OA1617'ROAD 1.8 MILES TO ROAD LEADING TO RIGHT AND STATE PARK, CONTINUE
 OA1617'STRAIGHT AHEAD 0.4 MILE TO GRAVEL ROAD LEADING UP HILL TO LEFT,
 OA1617'DRIVE LEFT UP GRAVEL ROAD ABOUT 0.1 MILE TO GATE, CONTINUE
 OA1617'STRAIGHT AHEAD UP HILL 1 MILE TO NARROW FILL, CONTINUE AHEAD 0.3
 OA1617'MILE TO LARGE SPAR TREE (AZIMUTH MARK IS ABOUT 25 FEET E OF
 OA1617'SPAR), CONTINUE STRAIGHT AHEAD UP STEEP ROAD 0.4 MILE TO THE
 OA1617'HIGHEST POINT ON TOP.  STATION IS 25 FEET W OF ROAD.
 OA1617
 OA1617                          STATION RECOVERY (1948)
 OA1617
 OA1617'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RAE)
 OA1617'THE STATION, BOTH REFERENCE MARKS, THE AZIMUTH MARK, AND THE
 OA1617'1942 U.S.G.S. STATION WERE RECOVERED IN GOOD CONDITION.  THE
 OA1617'CEDAR HUB IN A STUMP WHICH MARKED THE U.S.G.S. POINT SHOWS SIGNS
 OA1617'OF ROTTING AWAY BUT THE POINT IS STILL RECOVERABLE.  THE
 OA1617'DISTANCES TO THE REFERENCE MARKS WERE REMEASURED AND VERIFIED.
 OA1617'THE DESCRIPTION IS ADEQUATE.
 OA1617
 OA1617                          STATION RECOVERY (1967)
 OA1617
 OA1617'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 OA1617'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 OA1617'WERE RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED
 OA1617'FOR BUT NOT RECOVERED.  IT IS NOT BELIEVED TO BE DESTROYED AND
 OA1617'SHOULD BE READILY RECOVERED THE NEXT TIME THE STATION IS
 OA1617'OCCUPIED WITH AN INSTRUMENT.  ARAGO PEAK (U.S.G.S.) 1942 HAS
 OA1617'BEEN DESTROYED.  LANDMARKS HAVE CHANGED.  A NEW AND COMPLETE
 OA1617'DESCRIPTION FOLLOWS.
 OA1617'
 OA1617'THE STATION IS 6 MILES SOUTHWEST OF CHARLESTON, 2 MILES SOUTH
 OA1617'OF SHORE ACRES STATE PARK AND 1/2 MILE EAST OF THE OCEAN NEAR
 OA1617'THE NORTH END OF A SERIES OF HILLS KNOWN AS THE SEVEN DEVILS,
 OA1617'WHICH IS STATE OWNED AND COVERED WITH SMALL PINES AND BRUSH.
 OA1617'
 OA1617'TO REACH THE STATION FROM THE CHARLESTON POST OFFICE GO WEST
 OA1617'AND SOUTHWEST ON THE MACADAM ROAD FOR 4.0 MILES TO SHORE ACRES
 OA1617'STATE PARK ON THE RIGHT, CONTINUE SOUTHWEST ON THE MACADAM ROAD
 OA1617'FOR 0.45 MILE TO A TRACK ROAD LEFT, ON THE SOUTH SIDE OF A DRAW,
 OA1617'AND THE END OF TRUCK TRAVEL.  PACK SOUTH-SOUTHEAST UP THE OLD
 OA1617'ROAD, THAT PASSES BETWEEN TWO OLD SHEDS ABOUT HALFWAY TO THE
 OA1617'STATION, TO THE HIGHEST PART OF THE HILL AND STATION.
 OA1617'
 OA1617'LENGTH OF PACK IS ABOUT 1/2 HOUR.
 OA1617'
 OA1617'IN DRY WEATHER A 4-WHEEL DRIVE VEHICLE MAY BE DRIVEN TO THE
 OA1617'STATION.
 OA1617'
 OA1617'THE STATION MARK, STAMPED ARAGO PEAK 2 1945, IS A STANDARD DISK
 OA1617'SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2
 OA1617'INCHES, 35 FEET WEST OF THE CENTER OF THE ROAD, 10 FEET ABOVE
 OA1617'THE ROAD AND 0.5 FOOT EAST OF A METAL WITNESS POST.  (NOTE 1A
 OA1617'AND 7A)
 OA1617'
 OA1617'REFERENCE MARK NO. 1, STAMPED ARAGO PEAK USGS RM NO 1 1945, IS
 OA1617'A STANDARD DISK SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT
 OA1617'IS FLUSH, 56 FEET NORTHEAST OF THE WITNESS POST, 18 FEET EAST OF
 OA1617'THE CENTER OF THE ROAD, 10 FEET LOWER THAN THE ROAD AND AT THE
 OA1617'NORTH EDGE OF A CLUMP OF PINE TREES.  (NOTE 11A)
 OA1617'
 OA1617'REFERENCE MARK NO. 2, STAMPED ARAGO PEAK USGS RM NO 2 1945, IS
 OA1617'A STANDARD DISK SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT
 OA1617'IS FLUSH, 63 FEET SOUTHEAST OF THE WITNESS POST, 15 FEET WEST OF
 OA1617'THE CENTER OF THE ROAD, 5 FEET SOUTHEAST OF A 6-INCH PINE AND 2
 OA1617'FEET ABOVE THE ROAD.  (NOTE 11A)
 OA1617'
 OA1617'INASMUCH AS THIS STATION IS IN A BRUSHY AREA GENEROUS AMOUNTS OF
 OA1617'SIGNAL CLOTH WAS USED TO MARK EACH MONUMENT.
 OA1617'
 OA1617'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OA1617'6 MILES SOUTHWEST.
 OA1617
 OA1617                          STATION RECOVERY (1971)
 OA1617
 OA1617'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (DRT)
 OA1617'THE STATION, ARAGO PEAK 2, WAS RECOVERED AS DESCRIBED BY
 OA1617'H.J.S. IN 1967.  THE REFERENCE MARKS WERE NOT SEARCHED FOR.  THE
 OA1617'TRAIL HAS SUNKEN IN SOME PLACES, MAKING IT IMPOSSIBLE FOR TRUCK
 OA1617'TRAVEL, EVEN IN DRY WEATHER.  STATION IS NOT SUITABLE FOR A
 OA1617'HI-FIX SITE.
 OA1617'
 OA1617'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OA1617'6 MILES SW OF CHARLESTON.
 OA1617
 OA1617                          STATION RECOVERY (1974)
 OA1617
 OA1617'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RBM)
 OA1617'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1967
 OA1617'EXCEPT THE OLD ROAD (TRAIL) MUST BE BACKPACKED AS IT IS WASHED
 OA1617'OUT AND OVERGROWN WITH BRUSH.  A 45 MINUTE PACK.
 OA1617'
 OA1617'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OA1617'4 MILES SOUTHWEST OF CHARLESTON.
 OA1617
 OA1617                          STATION RECOVERY (2005)
 OA1617
 OA1617'RECOVERY NOTE BY GEOCACHING 2005 (MCD)
 OA1617'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AJ1538 ***********************************************************************
 AJ1538  DESIGNATION -  ARBO
 AJ1538  PID         -  AJ1538
 AJ1538  STATE/COUNTY-  OR/BENTON
 AJ1538  USGS QUAD   -  LEWISBURG (1986)
 AJ1538
 AJ1538                         *CURRENT SURVEY CONTROL
 AJ1538  ___________________________________________________________________
 AJ1538* NAD 83(2007)-  44 38 59.74309(N)    123 13 38.12812(W)     ADJUSTED  
 AJ1538* NAVD 88     -        92.2    (meters)     302.     (feet)  GPS OBS   
 AJ1538  ___________________________________________________________________
 AJ1538  EPOCH DATE  -        2007.00
 AJ1538  X           -  -2,490,519.264 (meters)                     COMP
 AJ1538  Y           -  -3,801,963.481 (meters)                     COMP
 AJ1538  Z           -   4,459,804.958 (meters)                     COMP
 AJ1538  LAPLACE CORR-          -8.21  (seconds)                    DEFLEC99
 AJ1538  ELLIP HEIGHT-          69.563 (meters)          (02/10/07) ADJUSTED
 AJ1538  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 AJ1538
 AJ1538  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ1538  Type    PID    Designation                      North   East  Ellip
 AJ1538  -------------------------------------------------------------------
 AJ1538  NETWORK AJ1538 ARBO                              0.73   0.61   1.69
 AJ1538  -------------------------------------------------------------------
 AJ1538
 AJ1538.The horizontal coordinates were established by GPS observations
 AJ1538.and adjusted by the National Geodetic Survey in February 2007.
 AJ1538
 AJ1538.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ1538.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ1538.The horizontal coordinates are valid at the epoch date displayed above.
 AJ1538.The epoch date for horizontal control is a decimal equivalence
 AJ1538.of Year/Month/Day.
 AJ1538
 AJ1538.The orthometric height was determined by GPS observations and a
 AJ1538.high-resolution geoid model.
 AJ1538
 AJ1538.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ1538
 AJ1538.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1538
 AJ1538.The ellipsoidal height was determined by GPS observations
 AJ1538.and is referenced to NAD 83.
 AJ1538
 AJ1538.The geoid height was determined by GEOID03.
 AJ1538
 AJ1538;                    North         East     Units Scale Factor Converg.
 AJ1538;SPC OR N     -   112,913.039 2,283,714.046   MT  0.99993531   -1 56 02.9
 AJ1538;SPC OR N     -   370,449.60  7,492,500.15   iFT  0.99993531   -1 56 02.9
 AJ1538;UTM  10      - 4,944,088.221   481,979.876   MT  0.99960399   -0 09 35.0
 AJ1538
 AJ1538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1538!SPC OR N     -   0.99998909  x   0.99993531  =   0.99992440
 AJ1538!UTM  10      -   0.99998909  x   0.99960399  =   0.99959309
 AJ1538
 AJ1538                          SUPERSEDED SURVEY CONTROL
 AJ1538
 AJ1538  NAD 83(1998)-  44 38 59.74027(N)    123 13 38.12943(W) AD(       ) B
 AJ1538  ELLIP H (07/03/01)   69.573  (m)                       GP(       ) 5 1
 AJ1538  NAD 83(1998)-  44 38 59.74025(N)    123 13 38.12947(W) AD(1997.00) B
 AJ1538  ELLIP H (02/15/01)   69.574  (m)                       GP(       ) 4 1
 AJ1538
 AJ1538.Superseded values are not recommended for survey control.
 AJ1538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1538.See file dsdata.txt to determine how the superseded data were derived.
 AJ1538
 AJ1538_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ8198044088(NAD 83)
 AJ1538_MARKER: DD = SURVEY DISK
 AJ1538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1538_STAMPING: ARBO 2000 NO 17 OR LS 2578
 AJ1538_MARK LOGO: OR-003
 AJ1538_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ1538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ1538+STABILITY: SURFACE MOTION
 AJ1538_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ1538+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2006
 AJ1538
 AJ1538  HISTORY     - Date     Condition        Report By
 AJ1538  HISTORY     - 2000     MONUMENTED       OR-003
 AJ1538  HISTORY     - 20060214 GOOD             OR-003
 AJ1538
 AJ1538                          STATION DESCRIPTION
 AJ1538
 AJ1538'DESCRIBED BY BENTON COUNTY OREGON 2000 (REW)
 AJ1538'THE STATION IS LOCATED ABOUT 8.5 KM (5.30 MI) NORTH OF CORVALLIS, IN
 AJ1538'THE GRASS RIGHT-OF-WAY BETWEEN THE RAILROAD TRACKS AND THE EAST SIDE
 AJ1538'OF STATE HIGHWAY 99W.  OWNERSHIP--OREGON STATE DEPARTMENT OF
 AJ1538'TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 AJ1538'HIGHWAY 20 AND STATE HIGHWAYS 34 WEST (NW HARRISON BOULEVARD) AND 99W
 AJ1538'(NW 3RD STREET) ON THE EAST SIDE OF CORVALLIS, GO NORTH ON HIGHWAY 99W
 AJ1538'FOR 7.1 KM (4.40 MI) TO THE INTERSECTION OF LEWISBURG ROAD. CONTINUE
 AJ1538'NORTH ON HIGHWAY 99W FOR 2.4 KM (1.50 MI) TO THE JUNCTION OF THOUSAND
 AJ1538'OAKS DRIVE ON THE RIGHT.  CONTINUE NORTH ON HIGHWAY 99W FOR 0.28 KM
 AJ1538'(0.15 MI) TO THE STATION ON THE RIGHT.  THE STATION IS A 5 CM ALUMINUM
 AJ1538'BENTON COUNTY SURVEYORS OFFICE DISK SET IN TOP OF A 30 CM ROUND
 AJ1538'CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 19.6 M (64.3 FT) WEST
 AJ1538'FROM THE CENTER OF THE RAILROAD TRACKS, 18.7 M (61.4 FT) EAST FROM THE
 AJ1538'CENTER OF HIGHWAY 99W, 0.4 M (1.3 FT) SOUTHEAST FROM A FIBERGLASS
 AJ1538'WITNESS POST, AND ABOUT 1.0 M (3.3 FT) BELOW THE HIGHWAY.
 AJ1538
 AJ1538                          STATION RECOVERY (2006)
 AJ1538
 AJ1538'RECOVERY NOTE BY BENTON COUNTY OREGON 2006
 AJ1538'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB1439 ***********************************************************************
 RB1439  DESIGNATION -  ARBUCKLE
 RB1439  PID         -  RB1439
 RB1439  STATE/COUNTY-  OR/MORROW
 RB1439  USGS QUAD   -  ARBUCKLE MOUNTAIN (1995)
 RB1439
 RB1439                         *CURRENT SURVEY CONTROL
 RB1439  ___________________________________________________________________
 RB1439* NAD 83(1991)-  45 11 36.83320(N)    119 15 08.09772(W)     ADJUSTED  
 RB1439* NAVD 88     -      1783.2    (meters)    5850.     (feet)  VERTCON   
 RB1439  ___________________________________________________________________
 RB1439  LAPLACE CORR-           5.20  (seconds)                    DEFLEC99
 RB1439  GEOID HEIGHT-         -18.87  (meters)                     GEOID03
 RB1439  HORZ ORDER  -  SECOND
 RB1439
 RB1439.The horizontal coordinates were established by classical geodetic methods
 RB1439.and adjusted by the National Geodetic Survey in October 1991.
 RB1439
 RB1439.The NAVD 88 height was computed by applying the VERTCON shift value to
 RB1439.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RB1439
 RB1439.The Laplace correction was computed from DEFLEC99 derived deflections.
 RB1439
 RB1439.The geoid height was determined by GEOID03.
 RB1439
 RB1439;                    North         East     Units Scale Factor Converg.
 RB1439;SPC OR N     -   170,427.997 2,598,035.150   MT  0.99989468   +0 53 05.6
 RB1439;SPC OR N     -   559,146.97  8,523,737.37   iFT  0.99989468   +0 53 05.6
 RB1439;UTM  11      - 5,006,921.003   323,087.242   MT  0.99998484   -1 35 54.1
 RB1439
 RB1439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RB1439!SPC OR N     -   0.99972346  x   0.99989468  =   0.99961817
 RB1439!UTM  11      -   0.99972346  x   0.99998484  =   0.99970830
 RB1439
 RB1439                          SUPERSEDED SURVEY CONTROL
 RB1439
 RB1439  NAD 83(1986)-  45 11 36.80099(N)    119 15 08.11543(W) AD(       ) 2
 RB1439  NAD 27      -  45 11 37.40405(N)    119 15 04.06265(W) AD(       ) 2
 RB1439  NGVD 29 (07/19/86) 1782.0    (m)         5846.     (f) VERT ANG    3  
 RB1439
 RB1439.Superseded values are not recommended for survey control.
 RB1439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1439.See file dsdata.txt to determine how the superseded data were derived.
 RB1439
 RB1439_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL2308706921(NAD 83)
 RB1439_MARKER: Z = SEE DESCRIPTION
 RB1439_SETTING: 0 = UNSPECIFIED SETTING
 RB1439_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RB1439
 RB1439  HISTORY     - Date     Condition        Report By
 RB1439  HISTORY     - 1916     MONUMENTED       CGS
 RB1439  HISTORY     - 1969     GOOD             USGS
 RB1439
 RB1439                          STATION DESCRIPTION
 RB1439
 RB1439'DESCRIBED BY COAST AND GEODETIC SURVEY 1916 (CVH)
 RB1439'STATION IS ABOUT 100 YARDS E OF THE HIGHEST POINT OF ARBUCKLE
 RB1439'MOUNTAIN IN SECTION 29, T 4 S, R 29 E, W.M., DIRECTLY BENEATH
 RB1439'THE TOP OF A LARGE TREE.
 RB1439'
 RB1439'STATION IS MARKED BY A BRONZE DISK SET IN CONCRETE IN A DEPRESSION
 RB1439'IN A BOULDER.
 RB1439'
 RB1439'REACHED BY WAGON ROAD FROM HEPPNER OR UKIAH.
 RB1439
 RB1439                          STATION RECOVERY (1969)
 RB1439
 RB1439'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 RB1439'RECOVERED AS DESCRIBED BY NGS.  NEW DESCRIPTION FOLLOWS.
 RB1439'
 RB1439'LOCATED ABOUT 18.6 MI SE. OF HEPPNER, ABOUT 16.3 MI WNW. OF
 RB1439'UKIAH.  ON PROMINENT, TIMBERED TOP CALLED ARBUCKLE MTN.
 RB1439'
 RB1439'TO REACH FROM HEPPNER, DRIVE 19 MI E. AND S. ON WILLOW CREEK RD.
 RB1439'TO RD. FORK AND SIGN FOR ARBUCKLE MTN.  TURN LEFT FOLLOWING SIGNS
 RB1439'AND MAIN RD. 7.8 MI TO X-RD.  TURN RIGHT 1.5 MI TO T-RD. N.  TURN
 RB1439'RIGHT 1.3 MI N. TO ARBUCKLE LOT, PASS LOT ON RIGHT AND CONTINUE
 RB1439'TRUCK TRAVEL 0.3 MI TO HIGHEST POINT AND STATION ON LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB1440 ***********************************************************************
 RB1440  DESIGNATION -  ARBUCKLE MTN LOT
 RB1440  PID         -  RB1440
 RB1440  STATE/COUNTY-  OR/MORROW
 RB1440  USGS QUAD   -  ARBUCKLE MOUNTAIN (1995)
 RB1440
 RB1440                         *CURRENT SURVEY CONTROL
 RB1440  ___________________________________________________________________
 RB1440* NAD 83(1991)-  45 11 21.95422(N)    119 15 18.22414(W)     ADJUSTED  
 RB1440* NAVD 88     -      1777.     (meters)    5830.     (feet)  SCALED    
 RB1440  ___________________________________________________________________
 RB1440  LAPLACE CORR-           5.33  (seconds)                    DEFLEC99
 RB1440  GEOID HEIGHT-         -18.86  (meters)                     GEOID03
 RB1440  HORZ ORDER  -  SECOND
 RB1440
 RB1440.The horizontal coordinates were established by classical geodetic methods
 RB1440.and adjusted by the National Geodetic Survey in October 1991.
 RB1440
 RB1440.The orthometric height was scaled from a topographic map.
 RB1440
 RB1440.The Laplace correction was computed from DEFLEC99 derived deflections.
 RB1440
 RB1440.The geoid height was determined by GEOID03.
 RB1440
 RB1440;                    North         East     Units Scale Factor Converg.
 RB1440;SPC OR N     -   169,965.362 2,597,821.237   MT  0.99989465   +0 52 58.4
 RB1440;SPC OR N     -   557,629.14  8,523,035.55   iFT  0.99989465   +0 52 58.4
 RB1440;UTM  11      - 5,006,468.029   322,853.464   MT  0.99998586   -1 36 00.9
 RB1440
 RB1440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RB1440!SPC OR N     -   0.99972439  x   0.99989465  =   0.99961907
 RB1440!UTM  11      -   0.99972439  x   0.99998586  =   0.99971026
 RB1440
 RB1440:                Primary Azimuth Mark                     Grid Az
 RB1440:SPC OR N     -  BIRCH                                    063 20 24.4
 RB1440:UTM  11      -  BIRCH                                    065 49 23.7
 RB1440
 RB1440|---------------------------------------------------------------------|
 RB1440| PID    Reference Object                     Distance      Geod. Az  |
 RB1440|                                                           dddmmss.s |
 RB1440| RB1340 BIRCH                               APPROX.55.1 KM 0641322.8 |
 RB1440| QC0942 BONE POINT LOOKOUT TOWER            APPROX.28.8 KM 1415616.9 |
 RB1440|---------------------------------------------------------------------|
 RB1440
 RB1440                          SUPERSEDED SURVEY CONTROL
 RB1440
 RB1440  NAD 83(1986)-  45 11 21.96143(N)    119 15 18.21918(W) AD(       ) 2
 RB1440  NAD 27      -  45 11 22.41849(N)    119 15 14.25113(W) AD(       ) 2
 RB1440
 RB1440.Superseded values are not recommended for survey control.
 RB1440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1440.See file dsdata.txt to determine how the superseded data were derived.
 RB1440
 RB1440_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL2285306468(NAD 83)
 RB1440
 RB1440  HISTORY     - Date     Condition        Report By
 RB1440  HISTORY     - 1936     MONUMENTED       USFS
 RB1440
 RB1440                          STATION DESCRIPTION
 RB1440
 RB1440'DESCRIBED BY US FOREST SERVICE 1936
 RB1440'THIS OCCUPIED STATION IS ON THE SUMMIT OF ARBUCKLE MOUNTAIN, A
 RB1440'HIGH TIMBERED POINT 16 MILES AIR LINE W BY N FROM UKIAH, AND 4
 RB1440'MILES AIR LINE NW OF ELLIS RANGER STATION.
 RB1440'
 RB1440'STATION IS THE CENTER OF THE 60-FOOT LOOKOUT TOWER.
 RB1440'
 RB1440'REFERENCE MARK IS A DISK SET IN ROCK OUTCROP, 0.503 METER
 RB1440'(1.65 FEET) SW OF THE STATION, IN AZIMUTH 37 DEG 13 MIN.
 RB1440'
 RB1440'TO REACH STATION FROM UKIAH, DRIVE TO ELLIS RANGER STATION,
 RB1440'CONTINUE W ABOUT 3 MILES, THENCE NW ABOUT 2 MILES TO HIGHEST POINT
 RB1440'AND LOOKOUT.
 RB1440'
 RB1440'ARBUCKLE IS ABOUT 300 FEET E, BUT NO TIE WAS MADE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB1252 ***********************************************************************
 RB1252  DESIGNATION -  ARBUCKLE MTN LOT
 RB1252  PID         -  RB1252
 RB1252  STATE/COUNTY-  OR/MORROW
 RB1252  USGS QUAD   -  ARBUCKLE MOUNTAIN (1995)
 RB1252
 RB1252                         *CURRENT SURVEY CONTROL
 RB1252  ___________________________________________________________________
 RB1252* NAD 83(1991)-  45 11 22.51508(N)    119 15 18.10707(W)     ADJUSTED  
 RB1252* NAVD 88     -      1771.3    (meters)    5811.     (feet)  VERTCON   
 RB1252  ___________________________________________________________________
 RB1252  LAPLACE CORR-           5.32  (seconds)                    DEFLEC99
 RB1252  GEOID HEIGHT-         -18.86  (meters)                     GEOID03
 RB1252  HORZ ORDER  -  THIRD
 RB1252
 RB1252.The horizontal coordinates were established by classical geodetic methods
 RB1252.and adjusted by the National Geodetic Survey in October 1991.
 RB1252
 RB1252.The NAVD 88 height was computed by applying the VERTCON shift value to
 RB1252.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RB1252
 RB1252.The Laplace correction was computed from DEFLEC99 derived deflections.
 RB1252
 RB1252.The geoid height was determined by GEOID03.
 RB1252
 RB1252;                    North         East     Units Scale Factor Converg.
 RB1252;SPC OR N     -   169,982.712 2,597,823.525   MT  0.99989465   +0 52 58.5
 RB1252;SPC OR N     -   557,686.06  8,523,043.06   iFT  0.99989465   +0 52 58.5
 RB1252;UTM  11      - 5,006,485.265   322,856.502   MT  0.99998585   -1 36 00.8
 RB1252
 RB1252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RB1252!SPC OR N     -   0.99972532  x   0.99989465  =   0.99962000
 RB1252!UTM  11      -   0.99972532  x   0.99998585  =   0.99971118
 RB1252
 RB1252|---------------------------------------------------------------------|
 RB1252| PID    Reference Object                     Distance      Geod. Az  |
 RB1252|                                                           dddmmss.s |
 RB1252| RB1267 ARBUCKLE LO                          17.185 METERS 19823     |
 RB1252|---------------------------------------------------------------------|
 RB1252
 RB1252                          SUPERSEDED SURVEY CONTROL
 RB1252
 RB1252  NAD 83(1986)-  45 11 22.49658(N)    119 15 18.11572(W) AD(       ) 3
 RB1252  NGVD 29 (12/08/88) 1770.1    (m)         5807.     (f) VERT ANG    3  
 RB1252
 RB1252.Superseded values are not recommended for survey control.
 RB1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1252.See file dsdata.txt to determine how the superseded data were derived.
 RB1252
 RB1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL2285706485(NAD 83)
 RB1252_MARKER: 57 = LOOKOUT TOWER
 RB1252
 RB1252  HISTORY     - Date     Condition        Report By
 RB1252  HISTORY     - 1969     FIRST OBSERVED   USGS
 RB1252
 RB1252                          STATION DESCRIPTION
 RB1252
 RB1252'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 RB1252'LOCATED ABOUT 18.7 MI SE. OF HEPPNER, ABOUT 16.3 MI WNW. OF
 RB1252'UKIAH.  ON PROMINENT, TIMBERED TOP CALLED ARBUCKLE MTN.
 RB1252'
 RB1252'TO REACH FROM HEPPNER, DRIVE 19 MI E. AND S. ON WILLOW CREEK RD.
 RB1252'TO RD. FORK AND SIGN FOR ARBUCKLE MTN., TURN LEFT FOLLOWING SIGNS
 RB1252'AND MAIN RD. 7.8 MI TO X-RD.  TURN RIGHT 1.5 MI TO T-RD. N., TURN
 RB1252'RIGHT 1.3 MI N. TO LOT.
 RB1252'
 RB1252'STATION MARK--CENTER OF WOODEN LOT, 50 FT. N. OF 1936 DESTROYED
 RB1252'NGS LOT.
 RB1252'
 RB1252'RM--USFS DISK STAMPED---ARBUCKLE LO 1937---.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH1158 ***********************************************************************
 OH1158  DESIGNATION -  ARCADIA
 OH1158  PID         -  OH1158
 OH1158  STATE/COUNTY-  OR/MALHEUR
 OH1158  USGS QUAD   -  CAIRO (1967)
 OH1158
 OH1158                         *CURRENT SURVEY CONTROL
 OH1158  ___________________________________________________________________
 OH1158* NAD 83(1991)-  43 56 06.10206(N)    117 01 50.23847(W)     ADJUSTED  
 OH1158* NAVD 88     -       731.0    (meters)    2398.     (feet)  VERTCON   
 OH1158  ___________________________________________________________________
 OH1158  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 OH1158  GEOID HEIGHT-         -17.87  (meters)                     GEOID03
 OH1158  HORZ ORDER  -  SECOND
 OH1158
 OH1158.The horizontal coordinates were established by classical geodetic methods
 OH1158.and adjusted by the National Geodetic Survey in October 1991.
 OH1158
 OH1158.The NAVD 88 height was computed by applying the VERTCON shift value to
 OH1158.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OH1158
 OH1158.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1158
 OH1158.The geoid height was determined by GEOID03.
 OH1158
 OH1158;                    North         East     Units Scale Factor Converg.
 OH1158;SPC OR S     -   257,753.798 1,778,485.008   MT  0.99998414   +2 22 24.8
 OH1158;SPC OR S     -   845,648.94  5,834,924.57   iFT  0.99998414   +2 22 24.8
 OH1158;SPC ID W     -   252,770.271   697,180.702   MT  1.00006332   -0 53 19.1
 OH1158;SPC ID W     -   829,297.13  2,287,333.69   sFT  1.00006332   -0 53 19.1
 OH1158;UTM  11      - 4,864,657.079   497,542.247   MT  0.99960007   -0 01 16.5
 OH1158
 OH1158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1158!SPC OR S     -   0.99988819  x   0.99998414  =   0.99987233
 OH1158!SPC ID W     -   0.99988819  x   1.00006332  =   0.99995150
 OH1158!UTM  11      -   0.99988819  x   0.99960007  =   0.99948831
 OH1158
 OH1158:                Primary Azimuth Mark                     Grid Az
 OH1158:SPC OR S     -  ONTARIO MUNICIPAL TANK                   025 28 29.4
 OH1158:SPC ID W     -  ONTARIO MUNICIPAL TANK                   028 44 13.3
 OH1158:UTM  11      -  ONTARIO MUNICIPAL TANK                   027 52 10.7
 OH1158
 OH1158|---------------------------------------------------------------------|
 OH1158| PID    Reference Object                     Distance      Geod. Az  |
 OH1158|                                                           dddmmss.s |
 OH1158| QB1307 ONTARIO MUNICIPAL TANK              APPROX.11.1 KM 0275054.2 |
 OH1158| CD6687 ARCADIA RM 1                          6.700 METERS 08807     |
 OH1158| CD6686 ARCADIA AZ MK                                      1181531.4 |
 OH1158| CD6688 ARCADIA RM 2                          6.943 METERS 18059     |
 OH1158| CD7318 ARCADIA PP                                         34037     |
 OH1158|---------------------------------------------------------------------|
 OH1158
 OH1158                          SUPERSEDED SURVEY CONTROL
 OH1158
 OH1158  NAD 83(1986)-  43 56 06.10166(N)    117 01 50.23832(W) AD(       ) 2
 OH1158  NAD 27      -  43 56 06.52100(N)    117 01 46.65700(W) AD(       ) 2
 OH1158  NGVD 29 (07/19/86)  730.0    (m)         2395.     (f) VERT ANG    3  
 OH1158
 OH1158.Superseded values are not recommended for survey control.
 OH1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1158.See file dsdata.txt to determine how the superseded data were derived.
 OH1158
 OH1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ9754264657(NAD 83)
 OH1158_MARKER: DS = TRIANGULATION STATION DISK
 OH1158_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OH1158_STAMPING: ARCADIA 1945
 OH1158_MARK LOGO: CGS   
 OH1158_MAGNETIC: N = NO MAGNETIC MATERIAL
 OH1158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH1158+STABILITY: SURFACE MOTION
 OH1158
 OH1158  HISTORY     - Date     Condition        Report By
 OH1158  HISTORY     - 1945     MONUMENTED       CGS
 OH1158  HISTORY     - 1947     GOOD             USGS
 OH1158  HISTORY     - 1967     GOOD             USGS
 OH1158  HISTORY     - 1982     GOOD             LOCENG
 OH1158  HISTORY     - 19821010 GOOD             NGS
 OH1158
 OH1158                          STATION DESCRIPTION
 OH1158
 OH1158'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (ANS)
 OH1158'STATION IS LOCATED ON THE SUMMIT OF A SMALL KNOLL WHICH IS ON THE
 OH1158'E END OF A RIDGE WHICH RISES GRADUALLY TO THE W.  IT IS ABOUT
 OH1158'4 MILES NW OF NYSSA, ABOUT 1.3 MILES NW BY W OF THE ARCADIA
 OH1158'SCHOOLHOUSE, 600 FEET E OF A CONCRETE IRRIGATION DITCH, AND 500
 OH1158'FEET E OF A FARMHOUSE.
 OH1158'
 OH1158'STATION MARK IS A BRONZE DISK BRAZED TO THE TOP OF A 3-INCH
 OH1158'CAST-IRON PIPE WHICH PROJECTS 8 INCHES.  IT IS STAMPED ARCADIA 1945.
 OH1158'
 OH1158'REFERENCE MARK 1 IS A BRONZE DISK BRAZED TO THE TOP OF A 3-INCH
 OH1158'CAST-IRON PIPE WHICH PROJECTS 10 INCHES.  IT IS STAMPED ARCADIA NO
 OH1158'1 1945.
 OH1158'
 OH1158'REFERENCE MARK 2 IS A BRONZE DISK BRAZED TO THE TOP OF A 3-INCH
 OH1158'CAST-IRON PIPE WHICH PROJECTS 10 INCHES.  IT IS STAMPED ARCADIA
 OH1158'NO 2 1945.
 OH1158'
 OH1158'DISTANCE BETWEEN REFERENCE MARK 1 AND REFERENCE MARK 2 IS 32.430
 OH1158'FEET OR 9.884 METERS.
 OH1158'
 OH1158'AZIMUTH MARK IS A BRONZE DISK SET IN A DRILL HOLE IN A CONCRETE
 OH1158'HEAD GATE BOX OF AN IRRIGATION DITCH.  IT IS LOCATED IN THE YARD
 OH1158'TO THE REAR OF THE ARCADIA SCHOOL, 9 FEET E OF A WIRE FENCE, AND
 OH1158'11.2 FEET SW OF THE SW CORNER OF A PUMPHOUSE.  IT IS STAMPED
 OH1158'ARCADIA 1945.
 OH1158'
 OH1158'TO REACH STATION FROM THE RAILROAD UNDERPASS AT NYSSA, GO W ON
 OH1158'U.S. HIGHWAY 20 FOR 0.45 MILE.  TURN RIGHT, CONTINUING ON
 OH1158'U.S. HIGHWAY 20, FOR 4.3 MILES TO A T-JUNCTION.  TURN LEFT ON
 OH1158'IMPERIAL AVENUE AND GO W FOR 1.8 MILES TO THE INTERSECTION OF
 OH1158'CLARK BOULEVARD.  CONTINUE STRAIGHT AHEAD FOR 0.2 MILE.  TURN
 OH1158'LEFT (S), PASS THROUGH A WIRE GATE, AND GO 0.2 MILE UP STEEP
 OH1158'SLOPE TO THE SUMMIT AND THE STATION.
 OH1158
 OH1158                          STATION RECOVERY (1947)
 OH1158
 OH1158'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1947
 OH1158'RECOVERED AS DESCRIBED.
 OH1158
 OH1158                          STATION RECOVERY (1967)
 OH1158
 OH1158'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 OH1158'RECOVERED AS DESCRIBED.  STATION MARK AND RM 2 IN
 OH1158'GOOD CONDITION.  RM 1 IS DESTROYED, CAP AND PIPE FOUND TORN OUT
 OH1158'OF GROUND.
 OH1158
 OH1158                          STATION RECOVERY (1982)
 OH1158
 OH1158'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982 (JJP)
 OH1158'ARCADIA 1945 RECOVERED EXCELLENT.
 OH1158'
 OH1158'ARCADIA NO 1 1945 MONUMENT WAS REMOVED FROM AREA PRIOR TO 1967.
 OH1158'
 OH1158'ARCADIA NO 2 1945 RECOVERED EXCELLENT.
 OH1158'
 OH1158'ARCADIA 1945 (AZ. MK.) RECOVERED GOOD. 1/3 OF SURFACE MORTAR IS
 OH1158'GONE BUT DISK IS FIRM.
 OH1158'
 OH1158'PLACED ORANGE WITNESS POST 3.0 FT. SOUTH-SOUTHWEST OF AZIMUTH
 OH1158'MARK.
 OH1158'
 OH1158'THE 1945 TO REACH INSTRUCTIONS ARE ADEQUATE EXCEPT THAT 1.8 MILES
 OH1158'TO CLARK BOULEVARD SHOULD BE 1.0 MILES.
 OH1158
 OH1158                          STATION RECOVERY (1982)
 OH1158
 OH1158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 OH1158'THE STATION, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE RECOVERED IN
 OH1158'GOOD CONDITIION.  REFERENCE MARK 1 WAS FOUND OUT OF THE GROUND NEAR A
 OH1158'FENCE.  IT WAS RESTAMPED AND RESET INTO A MASS OF CONCRETE.  THE
 OH1158'STATION IS LOCATED ABOUT 6.4 KM (3.95 MI) NORTHWEST OF NYSSA, ON THE
 OH1158'SUMMIT OF A SMALL KNOLL WHICH IS AT THE EAST END OF A RIDGE WHICH
 OH1158'RISES TO THE WEST.  TO REACH THE STATION FROM THE INTERSECTION OF
 OH1158'HIGHWAYS 20, 26, AND 201, GO NORTH ON HIGHWAY 20 FOR 5.8 KM (3.60 MI)
 OH1158'TURN LEFT ON IMPERIAL AVE AND GO 1.6 KM (1.00 MI) TO A CROSSROAD,
 OH1158'CONTINUE STRAIGHT AHEAD FOR 0.4 KM (0.25 MI) TO A GATE ON THE LEFT,
 OH1158'TURN LEFT THRU GATE AND GO UP HILL 0.24 TO A FENCE AROUND WILSON
 OH1158'RESIDENCE AND END OF TRUCK TRAVEL.  PACK EAST ABOUT 50 METERS (164.0
 OH1158'FT) TO A FENCE CORNER THEN SOUTHEAST ABOUT 50 METERS (164.0 FT) TO THE
 OH1158'HIGHEST POINT ON KNOLL AND THE STATION.
 OH1158' 
 OH1158'THE STATION IS A STANDARD CGS DISK STAMPED ---ARCADIA 1945---, SET
 OH1158'INTO THE TOP OF A METAL PIPE, 6 CM IN DIAMETER, PROJECTING 12 CM ABOVE
 OH1158'THE GROUND.  THE STATION IS LOCATED 45.8 METERS (150.3 FT) SOUTHEAST
 OH1158'FROM A POWER POLE WITH A TRANSFORMER, 25.1 METERS (82.3 FT) EAST FROM
 OH1158'A FENCE, 1.3 METERS (4.3 FT) EAST FROM A WITNESS POST. REFERENCE MARK
 OH1158'NO 2, IS A STANDARD CGS DISK STAMPED---ARCADIA NO 2 1945---, SET INTO
 OH1158'THE TOP OF A METAL PIPE, 6 CM IN DIAMETER, PROJECTING 30 CM ABOVE THE
 OH1158'GROUND.  THE STATION IS LOCATED 24.9 METERS (81.7 FT) EAST FROM A
 OH1158'FENCE, 7.3 METERS (24.0 FT) SOUTH FROM A WITNESS POST, AND 0.1 METERS
 OH1158'(0.3 FT) LOWER THAN THE STATION. REFERENCE MARK NO 3, IS A STANDARD
 OH1158'CGS DISK STAMPED---ARCADIA 1945 NO 3 1983---, SET INTO THE TOP OF A
 OH1158'METAL PIPE, 6 CM IN DIAMETER, PROJECTING 12 CM ABOVE THE GROUND.  THE
 OH1158'STATION IS LOCATED 33.3 METERS (109.3 FT) EAST FROM A FENCE, 9.3
 OH1158'METERS (30.5 FT) EAST-NORTHEAST FROM A WITNESS POST, AND 0.4 METERS
 OH1158'(1.3 FT) LOWER THAN THE STATION.  AZIMUTH MARK NO 1, IS A STANDARD
 OH1158'CGS, DISK STAMPED---ARCADIA 1945---, SET INTO A DRILL HOLE IN HEADWALL
 OH1158'OF AN IRREGULAR DAM.  THE STATION IS LOCATED 6.2 METERS (20.3 FT)
 OH1158'SOUTH-SOUTHEAST FROM A DOUBLE TREE, 3.7 METERS (12.1 FT) SOUTHWEST
 OH1158'FROM THE SOUTHWEST CORNER OF A PUMP HOUSE, 0.8 METERS (2.6 FT)
 OH1158'NORTH-NORTHEAST FROM A WITNESS POST, 0.5 METERS (1.6 FT)
 OH1158'NORTH-NORTHEAST FROM THE SOUTHWEST CORNER OF FENCE AROUND IRREGATED
 OH1158'PUMP HOUSE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2077 ***********************************************************************
 RD2077  DESIGNATION -  ARCH
 RD2077  PID         -  RD2077
 RD2077  STATE/COUNTY-  OR/CLATSOP
 RD2077  USGS QUAD   -  ARCH CAPE (1985)
 RD2077
 RD2077                         *CURRENT SURVEY CONTROL
 RD2077  ___________________________________________________________________
 RD2077* NAD 83(1991)-  45 48 09.11349(N)    123 58 06.09628(W)     ADJUSTED  
 RD2077* NAVD 88     -         4.78   (+/-2cm)      15.7    (feet)  VERTCON   
 RD2077  ___________________________________________________________________
 RD2077  LAPLACE CORR-          23.86  (seconds)                    DEFLEC99
 RD2077  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 RD2077  HORZ ORDER  -  THIRD
 RD2077  VERT ORDER  -  THIRD ? (See Below)
 RD2077
 RD2077.The horizontal coordinates were established by classical geodetic methods
 RD2077.and adjusted by the National Geodetic Survey in October 1991.
 RD2077
 RD2077.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD2077.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD2077.The vertical order pertains to the NGVD 29 superseded value.
 RD2077
 RD2077.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2077
 RD2077.The geoid height was determined by GEOID03.
 RD2077
 RD2077;                    North         East     Units Scale Factor Converg.
 RD2077;SPC OR N     -   243,133.092 2,230,469.965   MT  0.99995579   -2 27 35.0
 RD2077;SPC OR N     -   797,680.75  7,317,814.85   iFT  0.99995579   -2 27 35.0
 RD2077;UTM  10      - 5,072,563.689   424,751.443   MT  0.99966961   -0 41 39.4
 RD2077
 RD2077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2077!SPC OR N     -   1.00000288  x   0.99995579  =   0.99995867
 RD2077!UTM  10      -   1.00000288  x   0.99966961  =   0.99967249
 RD2077
 RD2077:                Primary Azimuth Mark                     Grid Az
 RD2077:SPC OR N     -  FALCON ROCK                              210 00 49.9
 RD2077:UTM  10      -  FALCON ROCK                              208 14 54.3
 RD2077
 RD2077|---------------------------------------------------------------------|
 RD2077| PID    Reference Object                     Distance      Geod. Az  |
 RD2077|                                                           dddmmss.s |
 RD2077| RD2073 FALCON ROCK                         APPROX. 4.8 KM 2073314.9 |
 RD2077| DD9331 ARCH RM                              13.230 METERS 28413     |
 RD2077| RD2093 TILLAMOOK ROCK LIGHTHOUSE           APPROX.15.5 KM 3452043.4 |
 RD2077|---------------------------------------------------------------------|
 RD2077
 RD2077                          SUPERSEDED SURVEY CONTROL
 RD2077
 RD2077  NAD 83(1986)-  45 48 09.14039(N)    123 58 06.07805(W) AD(       ) 3
 RD2077  NAD 27      -  45 48 09.74100(N)    123 58 01.57600(W) AD(       ) 3
 RD2077  NGVD 29 (07/19/86)    3.70   (m)           12.1    (f) LEVELING    3  
 RD2077
 RD2077.Superseded values are not recommended for survey control.
 RD2077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2077.See file dsdata.txt to determine how the superseded data were derived.
 RD2077
 RD2077_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR2475172564(NAD 83)
 RD2077_MARKER: Z = SEE DESCRIPTION
 RD2077_SETTING: 0 = UNSPECIFIED SETTING
 RD2077
 RD2077  HISTORY     - Date     Condition        Report By
 RD2077  HISTORY     - 1926     MONUMENTED       CGS
 RD2077  HISTORY     - 1932     SEE DESCRIPTION  CGS
 RD2077  HISTORY     - 1941     SEE DESCRIPTION  CGS
 RD2077
 RD2077                          STATION DESCRIPTION
 RD2077
 RD2077'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (LGS)
 RD2077'THIS STATION IS MARKED BY A STANDARD BRONZE DISK SET IN THE END
 RD2077'OF THE NORTHERN OF TWO ROCK POINTS AT ARCH CAPE, EXACTLY OPPOSITE
 RD2077'THE HUGE ISLAND ROCK OFF ARCH CAPE.  THE MARK IS AT THE HIGH-WATER
 RD2077'LINE ABOUT 12 FEET ABOVE HIGH WATER.  STATION MARK STAMPED ARCH,
 RD2077'1926.
 RD2077'
 RD2077'THE REFERENCE MARK IS A STANDARD BRONZE DISK AND IS SET IN THE
 RD2077'HUGE ROCK OPPOSITE, AT ABOUT THE SAME HEIGHT AS THE STATION MARK.
 RD2077'
 RD2077'THE STATION IS BEST REACHED BY DRIVING ALONG THE BEACH FROM
 RD2077'ECOLA, SOUTHWARD ABOUT 6 MILES.  DRIVE CAN BE MADE AT FROM LOW
 RD2077'TO HALF TIDE.
 RD2077'
 RD2077'NOTE.--*CORRECT NAME CANNON BEACH, LETTER FROM L.A. MC ARTHUR,
 RD2077'PORTLAND, OREGON, JANUARY 10, 1927.
 RD2077
 RD2077                          STATION RECOVERY (1932)
 RD2077
 RD2077'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (LAM)
 RD2077'RECOVERED IN GOOD CONDITION.  STATION IS JUST E OF THE PINNACLE
 RD2077'ROCK THAT STANDS DETACHED.  AT ARCH CAPE, AT THE S END OF CANNON
 RD2077'BEACH (NO LONGER KNOWN AS ECOLA) AND ABOUT 7 MILES S OF CANNON
 RD2077'BEACH POST OFFICE.
 RD2077'
 RD2077'THE STATION IS ON A VERY SMALL ROCK SHELF ON THE OUTER CORNER
 RD2077'OF THE NORTHERN OF THE TWO ROCK POINTS FORMING THE CAPE AND IS
 RD2077'ABOUT 11 FEET ABOVE MEAN SEA LEVEL.  AN AUTOMOBILE MAY BE DRIVEN
 RD2077'TO WITHIN 100 FEET OF THE STATION AT HALF TIDE OR LESS.  THE
 RD2077'STATION MARK IS BENCH MARK OF THE OREGON STATE HIGHWAY
 RD2077'DEPARTMENT.
 RD2077
 RD2077                          STATION RECOVERY (1941)
 RD2077
 RD2077'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (LAM)
 RD2077'THIS STATION HAS BEEN DESTROYED, A SECTION OF ROCK ON POINT OF
 RD2077'ARCH CAPE HAVING FALLEN OFF, TAKING DISK WITH IT.  THE REFERENCE
 RD2077'MARK, IN EAST CORNER OF PINNACLE ROCK, ABOUT 43.4 WESTWARD, WAS
 RD2077'REPORTED IN GOOD CONDITION IN MARCH 1941.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1065 ***********************************************************************
 OA1065  DESIGNATION -  ARCH ROCK
 OA1065  PID         -  OA1065
 OA1065  STATE/COUNTY-  OR/CURRY
 OA1065  USGS QUAD   -  CAPE BLANCO (1996)
 OA1065
 OA1065                         *CURRENT SURVEY CONTROL
 OA1065  ___________________________________________________________________
 OA1065* NAD 83(1991)-  42 46 42.34635(N)    124 35 48.93002(W)     ADJUSTED  
 OA1065* NAVD 88     -        42.     (meters)     138.     (feet)  VERTCON   
 OA1065  ___________________________________________________________________
 OA1065  LAPLACE CORR-           9.85  (seconds)                    DEFLEC99
 OA1065  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 OA1065  HORZ ORDER  -  THIRD
 OA1065
 OA1065.The horizontal coordinates were established by classical geodetic methods
 OA1065.and adjusted by the National Geodetic Survey in October 1991.
 OA1065
 OA1065.The NAVD 88 height was computed by applying the VERTCON shift value to
 OA1065.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OA1065
 OA1065.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1065
 OA1065.The geoid height was determined by GEOID03.
 OA1065
 OA1065;                    North         East     Units Scale Factor Converg.
 OA1065;SPC OR S     -   131,695.784 1,164,896.215   MT  0.99991766   -2 48 10.4
 OA1065;SPC OR S     -   432,072.78  3,821,837.98   iFT  0.99991766   -2 48 10.4
 OA1065;UTM  10      - 4,737,446.801   369,369.212   MT  0.99980994   -1 05 05.0
 OA1065
 OA1065!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1065!SPC OR S     -   0.99999772  x   0.99991766  =   0.99991538
 OA1065!UTM  10      -   0.99999772  x   0.99980994  =   0.99980766
 OA1065
 OA1065:                Primary Azimuth Mark                     Grid Az
 OA1065:SPC OR S     -  BEST ROCK                                008 01 03.8
 OA1065:UTM  10      -  BEST ROCK                                006 17 58.4
 OA1065
 OA1065|---------------------------------------------------------------------|
 OA1065| PID    Reference Object                     Distance      Geod. Az  |
 OA1065|                                                           dddmmss.s |
 OA1065| OA1062 BEST ROCK                           APPROX. 1.4 KM 0051253.4 |
 OA1065| OA1055 BLANCO                              APPROX. 6.9 KM 0233503.3 |
 OA1065|---------------------------------------------------------------------|
 OA1065
 OA1065                          SUPERSEDED SURVEY CONTROL
 OA1065
 OA1065  NAD 83(1986)-  42 46 42.32084(N)    124 35 48.96545(W) AD(       ) 3
 OA1065  NAD 27      -  42 46 42.97400(N)    124 35 44.56200(W) AD(       ) 3
 OA1065  NGVD 29 (07/19/86)   41.     (m)          135.     (f) VERT ANG    3  
 OA1065
 OA1065.Superseded values are not recommended for survey control.
 OA1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1065.See file dsdata.txt to determine how the superseded data were derived.
 OA1065
 OA1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN6936937447(NAD 83)
 OA1065
 OA1065  HISTORY     - Date     Condition        Report By
 OA1065  HISTORY     - 1869     MONUMENTED       CGS
 OA1065
 OA1065                          STATION DESCRIPTION
 OA1065
 OA1065'DESCRIBED BY COAST AND GEODETIC SURVEY 1869 (AWC)
 OA1065'STATION IS ON THE HIGHEST OF THE ROCKS COMPOSING THE ORFORD
 OA1065'REEF, WITH A LARGE ARCH RUNNING THROUGH IT FROM THE N TO THE S,
 OA1065'ON THE EASTERN FACE OF THE ROCK, ON THE TOP OF THE FIRST BENCH,
 OA1065'51 FEET ABOVE SEA LEVEL.
 OA1065'
 OA1065'THE STATION IS MARKED BY A HOLE 3 INCHES SQUARE AND 3 INCHES
 OA1065'DEEP DRILLED IN HARD ROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2564 ***********************************************************************
 RD2564  DESIGNATION -  ARDENWALD ELEVATED TANK
 RD2564  PID         -  RD2564
 RD2564  STATE/COUNTY-  OR/CLACKAMAS
 RD2564  USGS QUAD   -  LAKE OSWEGO (1984)
 RD2564
 RD2564                         *CURRENT SURVEY CONTROL
 RD2564  ___________________________________________________________________
 RD2564* NAD 83(1991)-  45 27 39.53558(N)    122 37 49.20285(W)     ADJUSTED  
 RD2564* NAVD 88     -              **(meters)            **(feet)            
 RD2564  ___________________________________________________________________
 RD2564  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 RD2564  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 RD2564  HORZ ORDER  -  THIRD
 RD2564
 RD2564.The horizontal coordinates were established by classical geodetic methods
 RD2564.and adjusted by the National Geodetic Survey in October 1991.
 RD2564
 RD2564
 RD2564.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2564
 RD2564.The geoid height was determined by GEOID03.
 RD2564
 RD2564;                    North         East     Units Scale Factor Converg.
 RD2564;SPC OR N     -   201,584.625 2,333,416.952   MT  0.99990757   -1 30 38.9
 RD2564;SPC OR N     -   661,366.88  7,655,567.43   iFT  0.99990757   -1 30 38.9
 RD2564;UTM  10      - 5,034,228.198   528,900.750   MT  0.99961027   +0 15 48.6
 RD2564
 RD2564                          SUPERSEDED SURVEY CONTROL
 RD2564
 RD2564  NAD 83(1986)-  45 27 39.55444(N)    122 37 49.20947(W) AD(       ) 4
 RD2564  NAD 27      -  45 27 40.12464(N)    122 37 44.86990(W) AD(       ) 3
 RD2564
 RD2564.Superseded values are not recommended for survey control.
 RD2564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2564.See file dsdata.txt to determine how the superseded data were derived.
 RD2564
 RD2564_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER2890134228(NAD 83)
 RD2564
 RD2564  HISTORY     - Date     Condition        Report By
 RD2564  HISTORY     - 1935     MONUMENTED       CGS
 RD2564  HISTORY     - 1960     SEE DESCRIPTION  CGS
 RD2564
 RD2564                          STATION DESCRIPTION
 RD2564
 RD2564'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CP)
 RD2564'THIS INTERSECTED POINT IS THE CENTER OF THE ELEVATED WATER TANK
 RD2564'AT ARDENWALD, JUST S OF THE CLACKAMAS-MULTNOMAH COUNTY LINE.  THE
 RD2564'TANK IS JUST W OF SE THIRTY-SECOND AVENUE AND JUST N OF A
 RD2564'CHURCH.  IT IS ABOUT 1.25 MILES NE OF MILWAUKEE.  IT IS SUPPORTED
 RD2564'ON STEEL LEGS, AND IN 1935 WAS SILVER-COLORED.
 RD2564
 RD2564                          STATION RECOVERY (1960)
 RD2564
 RD2564'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FN)
 RD2564'THIS TANK HAS BEEN REMOVED.  THERE IS NO TANK IN THIS VICINITY NOW.
 RD2564'
 RD2564'THIS INTERSECTION STATION SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0624 ***********************************************************************
 RB0624  DESIGNATION -  ARENA
 RB0624  PID         -  RB0624
 RB0624  STATE/COUNTY-  OR/UMATILLA
 RB0624  USGS QUAD   -  UMATILLA (1993)
 RB0624
 RB0624                         *CURRENT SURVEY CONTROL
 RB0624  ___________________________________________________________________
 RB0624* NAD 83(1991)-  45 53 21.27177(N)    119 21 01.10008(W)     ADJUSTED  
 RB0624* NAVD 88     -       205.422  (meters)     673.96   (feet)  ADJUSTED  
 RB0624  ___________________________________________________________________
 RB0624  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 RB0624  GEOID HEIGHT-         -21.77  (meters)                     GEOID03
 RB0624  DYNAMIC HT  -         205.421 (meters)     673.95  (feet)  COMP
 RB0624  MODELED GRAV-     980,607.7   (mgal)                       NAVD 88
 RB0624
 RB0624  HORZ ORDER  -  SECOND
 RB0624  VERT ORDER  -  FIRST     CLASS II
 RB0624
 RB0624.The horizontal coordinates were established by classical geodetic methods
 RB0624.and adjusted by the National Geodetic Survey in October 1991.
 RB0624
 RB0624.The orthometric height was determined by differential leveling
 RB0624.and adjusted in June 1991.
 RB0624
 RB0624.The Laplace correction was computed from DEFLEC99 derived deflections.
 RB0624
 RB0624.The geoid height was determined by GEOID03.
 RB0624
 RB0624.The dynamic height is computed by dividing the NAVD 88
 RB0624.geopotential number by the normal gravity value computed on the
 RB0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0624.degrees latitude (g = 980.6199 gals.).
 RB0624
 RB0624.The modeled gravity was interpolated from observed gravity values.
 RB0624
 RB0624;                    North         East     Units Scale Factor Converg.
 RB0624;SPC OR N     -   247,619.042 2,589,231.297   MT  0.99997373   +0 48 55.2
 RB0624;SPC OR N     -   812,398.43  8,494,853.34   iFT  0.99997373   +0 48 55.2
 RB0624;SPC WA S     -    62,439.909   589,232.404   MT  0.99998779   +0 50 06.5
 RB0624;SPC WA S     -   204,854.93  1,933,173.31   sFT  0.99998779   +0 50 06.5
 RB0624;UTM  11      - 5,084,427.754   317,649.142   MT  1.00000880   -1 41 16.7
 RB0624
 RB0624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RB0624!SPC OR N     -   0.99997121  x   0.99997373  =   0.99994494
 RB0624!SPC WA S     -   0.99997121  x   0.99998779  =   0.99995900
 RB0624!UTM  11      -   0.99997121  x   1.00000880  =   0.99998001
 RB0624
 RB0624|---------------------------------------------------------------------|
 RB0624| PID    Reference Object                     Distance      Geod. Az  |
 RB0624|                                                           dddmmss.s |
 RB0624| RB0625 ARENA RM 1                           13.225 METERS 06914     |
 RB0624| RB1423 HERMISTON                           APPROX. 5.9 KM 1423853.7 |
 RB0624| RB0626 ARENA RM 2                           17.223 METERS 16242     |
 RB0624| RB1428 ORDNANCE ARMY DEPOT WELL 1 TK       APPROX.10.6 KM 2132210.0 |
 RB0624|---------------------------------------------------------------------|
 RB0624
 RB0624                          SUPERSEDED SURVEY CONTROL
 RB0624
 RB0624  NAD 83(1986)-  45 53 21.27889(N)    119 21 01.09486(W) AD(       ) 2
 RB0624  NAD 27      -  45 53 21.80100(N)    119 20 57.03000(W) AD(       ) 2
 RB0624  NGVD 29 (??/??/92)  204.41   (m)          670.6    (f) COMPUTED    1 2
 RB0624
 RB0624.Superseded values are not recommended for survey control.
 RB0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0624.See file dsdata.txt to determine how the superseded data were derived.
 RB0624
 RB0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL1764984428(NAD 83)
 RB0624_MARKER: DD = SURVEY DISK
 RB0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0624_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0624_STAMPING: ARENA 1941
 RB0624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0624+STABILITY: SURFACE MOTION
 RB0624
 RB0624  HISTORY     - Date     Condition        Report By
 RB0624  HISTORY     - 1942     MONUMENTED       USE
 RB0624  HISTORY     - 1951     SEE DESCRIPTION  BPA
 RB0624  HISTORY     - 1956     SEE DESCRIPTION  CGS
 RB0624  HISTORY     - 1962     MARK NOT FOUND   NGS
 RB0624  HISTORY     - 1978     SEE DESCRIPTION  NGS
 RB0624
 RB0624                          STATION DESCRIPTION
 RB0624
 RB0624'DESCRIBED BY US ENGINEERS 1942 (ANS)
 RB0624'STATION IS LOCATED ABOUT 2.0 MILES S OF THE TOWN OF UMATILLA.  IT
 RB0624'IS ON THE HIGHEST PART OF A SMALL HILL ABOUT 0.4 MILE W OF A
 RB0624'N-S ROAD.  THE HILL IS SANDY AND SAGEBRUSH COVERED.
 RB0624'
 RB0624'THE STATION IS MARKED BY A U.S.E. DISK SET IN THE TOP OF A 6-INCH
 RB0624'CONCRETE POST.  IT PROJECTS 8 INCHES AND IS STAMPED ARENA
 RB0624'1941.  THERE IS A WHITE REFERENCE POST 4 FEET E OF THE STATION.
 RB0624'
 RB0624'UNDERGROUND MARK IS A STANDARD DISK SET IN CONCRETE, AS DESCRIBED
 RB0624'IN NOTE 7A.
 RB0624'
 RB0624'REFERENCE MARK NO.1 IS ABOUT THE SAME ELEVATION AS THE STATION
 RB0624'ON THE CREST OF A SMALL E-W RIDGE.  IT IS MARKED BY A STANDARD
 RB0624'U.S.E. DISK SET IN THE TOP OF A 6-INCH CONCRETE POST.  IT PROJECTS
 RB0624'8 INCHES AND IS STAMPED ARENA NO.1, 1941.
 RB0624'
 RB0624'REFERENCE MARK NO.2 IS ABOUT 1-1/2 METERS LOWER THAN THE STATION
 RB0624'IN A SANDY SPOT FREE OF SAGEBRUSH.  IT IS MARKED BY A STANDARD
 RB0624'U.S.E. DISK SET IN THE TOP OF A 6-INCH CONCRETE POST.  IT PROJECTS
 RB0624'6 INCHES AND IS STAMPED ARENA NO.2, 1941.
 RB0624'
 RB0624'STATION HERMISTON (U.S.G.S.) IS TO BE USED AS AN AZIMUTH.
 RB0624'
 RB0624'TO REACH THE STATION FROM UMATILLA, START AT THE W END OF THE
 RB0624'BRIDGE OVER THE UMATILLA RIVER ON U.S. HIGHWAY 730.  GO S ON
 RB0624'GRAVELED ROAD FOR 1.8 MILES.  LEAVE THE ROAD AND GO RIGHT ACROSS
 RB0624'COUNTRY FOR 0.4 MILE IN A WESTERLY DIRECTION TO THE HIGHEST PART
 RB0624'OF THE HILL AND THE STATION.
 RB0624
 RB0624                          STATION RECOVERY (1951)
 RB0624
 RB0624'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1951 (CPK)
 RB0624'STATION AND REFERENCE MARKS RECOVERED.  DESCRIPTION IS ADEQUATE.
 RB0624'
 RB0624'TO REACH THE STATION FROM UMATILLA, START AT THE W END OF THE
 RB0624'BRIDGE OVER THE UMATILLA RIVER ON U.S. HIGHWAY 730.  GO S ON
 RB0624'GRAVELED ROAD ACROSS IRRIGATION DITCH AND TURN RIGHT ON DIRT ROAD
 RB0624'0.3 MILE W TO UMATILLA WATER RESERVOIR.  CONTINUE ON ROAD S
 RB0624'THROUGH CITY DUMP FOR 1.3 MILES TO TOP OF RIDGE AND STATION.
 RB0624
 RB0624                          STATION RECOVERY (1956)
 RB0624
 RB0624'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (FN)
 RB0624'ALL MARKS RECOVERED IN GOOD CONDITION.  THE 1942 DESCRIPTION IS
 RB0624'ADEQUATE WITH THE FOLLOWING EXCEPTION--
 RB0624'
 RB0624'THE REFERENCE MARKS ARE STAMPED ARINA NO 1 AND ARINA NO 2 INSTEAD
 RB0624'OF ARENA NOS 1 AND 2.
 RB0624
 RB0624                          STATION RECOVERY (1962)
 RB0624
 RB0624'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 RB0624'2.7 MI S FROM UMATILLA.
 RB0624'WAS ON A HIGH, SANDY, HILL ABOUT 2.7 MILES SOUTH OF THE POST OFFICE.
 RB0624'NOTE-- THEY WERE LYING ON TOP OF THE GROUND NEAR WHERE THE STATION
 RB0624'SHOULD HAVE BEEN.
 RB0624
 RB0624                          STATION RECOVERY (1978)
 RB0624
 RB0624'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 RB0624'THE STATION MARK, AND BOTH REFERENCE MARKS HAVE BEEN
 RB0624'DESTROYED.  USING SURVEYING METHODS, THE UNDERGROUND MARK WAS
 RB0624'SEARCHED FOR, BUT NOT RECOVERED.  THIS AREA IS NOW A CULTIVATED
 RB0624'FIELD, AND CONSIDERABLE LEVELING HAS TAKEN PLACE.  THE UNDERGROUND
 RB0624'MARK MAY HAVE BEEN DESTROYED IN THE LEVELING PROCESS.
 RB0624'
 RB0624'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RB0624'3 MILES SOUTHWEST OF UMATILLA.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0349 ***********************************************************************
 RD0349  DESIGNATION -  ARFA
 RD0349  PID         -  RD0349
 RD0349  STATE/COUNTY-  OR/MULTNOMAH
 RD0349  USGS QUAD   -  MOUNT TABOR (1990)
 RD0349
 RD0349                         *CURRENT SURVEY CONTROL
 RD0349  ___________________________________________________________________
 RD0349* NAD 83(1986)-  45 33 09.     (N)    122 34 43.     (W)     SCALED    
 RD0349* NAVD 88     -        59.572  (meters)     195.45   (feet)  ADJUSTED  
 RD0349  ___________________________________________________________________
 RD0349  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 RD0349  DYNAMIC HT  -          59.573 (meters)     195.45  (feet)  COMP
 RD0349  MODELED GRAV-     980,625.2   (mgal)                       NAVD 88
 RD0349
 RD0349  VERT ORDER  -  FIRST     CLASS II
 RD0349
 RD0349.The horizontal coordinates were scaled from a topographic map and have
 RD0349.an estimated accuracy of +/- 6 seconds.
 RD0349
 RD0349.The orthometric height was determined by differential leveling
 RD0349.and adjusted in June 1991.
 RD0349
 RD0349.The geoid height was determined by GEOID03.
 RD0349
 RD0349.The dynamic height is computed by dividing the NAVD 88
 RD0349.geopotential number by the normal gravity value computed on the
 RD0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0349.degrees latitude (g = 980.6199 gals.).
 RD0349
 RD0349.The modeled gravity was interpolated from observed gravity values.
 RD0349
 RD0349;                    North         East    Units  Estimated Accuracy
 RD0349;SPC OR N     -   211,650.    2,337,720.      MT  (+/- 180 meters Scaled)
 RD0349
 RD0349                          SUPERSEDED SURVEY CONTROL
 RD0349
 RD0349  NGVD 29 (??/??/92)   58.499  (m)          191.93   (f) ADJ UNCH    1 2
 RD0349
 RD0349.Superseded values are not recommended for survey control.
 RD0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0349.See file dsdata.txt to determine how the superseded data were derived.
 RD0349
 RD0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER328444(NAD 83)
 RD0349_MARKER: DB = BENCH MARK DISK
 RD0349_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RD0349_SP_SET: CURB
 RD0349_STAMPING: ARFA 191.925 1935
 RD0349_MARK LOGO: CGS+SS
 RD0349_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0349_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD0349+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2006
 RD0349
 RD0349  HISTORY     - Date     Condition        Report By
 RD0349  HISTORY     - 1935     MONUMENTED       CGS
 RD0349  HISTORY     - 1941     GOOD             NGS
 RD0349  HISTORY     - 1987     GOOD             NGS
 RD0349  HISTORY     - 1988     GOOD             USPSQD
 RD0349  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 RD0349  HISTORY     - 19941025 GOOD             USPSQD
 RD0349  HISTORY     - 20040315 GOOD             USPSQD
 RD0349  HISTORY     - 20050317 GOOD             USPSQD
 RD0349  HISTORY     - 20060409 GOOD             USPSQD
 RD0349
 RD0349                          STATION DESCRIPTION
 RD0349
 RD0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 RD0349'IN PORTLAND.
 RD0349'ABOUT 1.7 MILES NORTH OF MONTAVILLA ON N.E. EIGHTY-SECOND AVENUE.
 RD0349'SOUTHEAST CORNER OF INTERSECTION WITH N.E. SANDY BOULEVARD.  IN CURB.
 RD0349
 RD0349                          STATION RECOVERY (1987)
 RD0349
 RD0349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD0349'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN PORTLAND,
 RD0349'IN THE NORTH PART OF THE CITY, IN THE SOUTHEAST CORNER OF THE
 RD0349'INTERSECTION OF 82ND AVENUE AND SANDY BOULEVARD, IN TOP OF THE EAST
 RD0349'CURB OF THE AVENUE, 18.9 M (62.0 FT) SOUTH OF THE SOUTH CURB OF THE
 RD0349'BOULEVARD, 1.4 M (4.6 FT) NORTHWEST OF A FIRE HYDRANT.  NOTE--THE
 RD0349'STAMPING WAS INCORRECTLY REPORTED IN 1957 IN OREGON LINE 8, A RUBBING
 RD0349'WAS TAKEN THIS SURVEY.
 RD0349'THE MARK IS ABOVE LEVEL WITH THE BOULEVARD.
 RD0349
 RD0349                          STATION RECOVERY (1988)
 RD0349
 RD0349'RECOVERY NOTE BY US POWER SQUADRON 1988 (KRN)
 RD0349'RECOVERED IN GOOD CONDITION.
 RD0349
 RD0349                          STATION RECOVERY (1989)
 RD0349
 RD0349'RECOVERY NOTE BY US POWER SQUADRON 1989 (FV)
 RD0349'MARK NOT FOUND.
 RD0349
 RD0349                          STATION RECOVERY (1994)
 RD0349
 RD0349'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD0349'RECOVERED IN GOOD CONDITION.
 RD0349
 RD0349                          STATION RECOVERY (2004)
 RD0349
 RD0349'RECOVERY NOTE BY US POWER SQUADRON 2004 (RHC)
 RD0349'RECOVERED IN GOOD CONDITION.
 RD0349
 RD0349                          STATION RECOVERY (2005)
 RD0349
 RD0349'RECOVERY NOTE BY US POWER SQUADRON 2005 (RHC)
 RD0349'RECOVERED IN GOOD CONDITION.
 RD0349
 RD0349                          STATION RECOVERY (2006)
 RD0349
 RD0349'RECOVERY NOTE BY US POWER SQUADRON 2006 (RHC)
 RD0349'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0688 ***********************************************************************
 QE0688  DESIGNATION -  ARI
 QE0688  PID         -  QE0688
 QE0688  STATE/COUNTY-  OR/POLK
 QE0688  USGS QUAD   -  RICKREALL (1976)
 QE0688
 QE0688                         *CURRENT SURVEY CONTROL
 QE0688  ___________________________________________________________________
 QE0688* NAD 83(1986)-  44 56 27.     (N)    123 13 44.     (W)     SCALED    
 QE0688* NAVD 88     -        60.96   (+/-2cm)     200.0    (feet)  VERTCON   
 QE0688  ___________________________________________________________________
 QE0688  GEOID HEIGHT-         -22.34  (meters)                     GEOID03
 QE0688  VERT ORDER  -  ? (See Below)
 QE0688
 QE0688.The horizontal coordinates were scaled from a topographic map and have
 QE0688.an estimated accuracy of +/- 6 seconds.
 QE0688
 QE0688.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE0688.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE0688.The vertical order pertains to the NGVD 29 superseded value.
 QE0688
 QE0688.The geoid height was determined by GEOID03.
 QE0688
 QE0688;                    North         East    Units  Estimated Accuracy
 QE0688;SPC OR N     -   145,220.    2,284,680.      MT  (+/- 180 meters Scaled)
 QE0688
 QE0688                          SUPERSEDED SURVEY CONTROL
 QE0688
 QE0688  NGVD 29 (??/??/92)   59.935  (m)          196.64   (f) ADJ UNCH    ?  
 QE0688
 QE0688.Superseded values are not recommended for survey control.
 QE0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0688.See file dsdata.txt to determine how the superseded data were derived.
 QE0688
 QE0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ819764(NAD 83)
 QE0688_MARKER: DD = SURVEY DISK
 QE0688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0688_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0688_STAMPING: ARI SOT 1936
 QE0688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0688+STABILITY: SURFACE MOTION
 QE0688
 QE0688  HISTORY     - Date     Condition        Report By
 QE0688  HISTORY     - 1936     MONUMENTED       DOD
 QE0688  HISTORY     - 1968     MARK NOT FOUND   NGS
 QE0688  HISTORY     - 19961005 MARK NOT FOUND   USPSQD
 QE0688
 QE0688                          STATION DESCRIPTION
 QE0688
 QE0688'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 QE0688'0.9 MI N FROM RICKREALL.
 QE0688'0.9 MILE NORTH ALONG PACIFIC HIGHWAY WEST FROM RICKREALL, POLK COUNTY,
 QE0688'AT THE JUNCTION OF A PRIVATE ROAD LEADING WEST, 32 FEET WEST OF THE
 QE0688'CENTER LINE OF THE HIGHWAY, AND 11 FEET SOUTH OF THE CENTER LINE OF
 QE0688'THE SIDE ROAD.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD DISK,
 QE0688'STAMPED ARI SOT 1936 AND SET IN THE TOP OF A CONCRETE POST. NOTE-- THE
 QE0688'HIGHWAY WAS IMPROVED IN THIS AREA.
 QE0688
 QE0688                          STATION RECOVERY (1996)
 QE0688
 QE0688'RECOVERY NOTE BY US POWER SQUADRON 1996
 QE0688'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2503 ***********************************************************************
 RC2503  DESIGNATION -  ARLE
 RC2503  PID         -  RC2503
 RC2503  STATE/COUNTY-  OR/GILLIAM
 RC2503  USGS QUAD   -  ARLINGTON (1971)
 RC2503
 RC2503                         *CURRENT SURVEY CONTROL
 RC2503  ___________________________________________________________________
 RC2503* NAD 83(1991)-  45 44 48.33082(N)    120 09 09.17915(W)     ADJUSTED  
 RC2503* NAVD 88     -       251.     (meters)     823.     (feet)  SCALED    
 RC2503  ___________________________________________________________________
 RC2503  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 RC2503  GEOID HEIGHT-         -21.60  (meters)                     GEOID03
 RC2503  HORZ ORDER  -  SECOND
 RC2503
 RC2503.The horizontal coordinates were established by classical geodetic methods
 RC2503.and adjusted by the National Geodetic Survey in October 1991.
 RC2503
 RC2503.The orthometric height was scaled from a topographic map.
 RC2503
 RC2503.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2503
 RC2503.The geoid height was determined by GEOID03.
 RC2503
 RC2503;                    North         East     Units Scale Factor Converg.
 RC2503;SPC OR N     -   231,206.179 2,527,035.606   MT  0.99994547   +0 14 47.1
 RC2503;SPC OR N     -   758,550.46  8,290,799.23   iFT  0.99994547   +0 14 47.1
 RC2503;SPC WA S     -    46,012.337   527,037.637   MT  1.00002075   +0 15 08.6
 RC2503;SPC WA S     -   150,958.81  1,729,122.65   sFT  1.00002075   +0 15 08.6
 RC2503;UTM  10      - 5,069,854.919   721,486.096   MT  1.00020314   +2 02 25.3
 RC2503
 RC2503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2503!SPC OR N     -   0.99996404  x   0.99994547  =   0.99990951
 RC2503!SPC WA S     -   0.99996404  x   1.00002075  =   0.99998479
 RC2503!UTM  10      -   0.99996404  x   1.00020314  =   1.00016717
 RC2503
 RC2503|---------------------------------------------------------------------|
 RC2503| PID    Reference Object                     Distance      Geod. Az  |
 RC2503|                                                           dddmmss.s |
 RC2503| CF4383 ARLE RM 1                            10.522 METERS 12219     |
 RC2503| RC0106 AVIS                                APPROX. 3.1 KM 2001710.5 |
 RC2503| CF4384 ARLE RM 2                            11.302 METERS 20833     |
 RC2503| RC2502 ARLINGTON AIRPORT BEACON            APPROX. 4.0 KM 2211052.7 |
 RC2503|---------------------------------------------------------------------|
 RC2503
 RC2503                          SUPERSEDED SURVEY CONTROL
 RC2503
 RC2503  NAD 83(1986)-  45 44 48.34057(N)    120 09 09.17143(W) AD(       ) 2
 RC2503  NAD 27      -  45 44 48.87400(N)    120 09 05.02100(W) AD(       ) 2
 RC2503
 RC2503.Superseded values are not recommended for survey control.
 RC2503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2503.See file dsdata.txt to determine how the superseded data were derived.
 RC2503
 RC2503_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGR2148669855(NAD 83)
 RC2503_MARKER: Z = SEE DESCRIPTION
 RC2503_SETTING: 0 = UNSPECIFIED SETTING
 RC2503
 RC2503  HISTORY     - Date     Condition        Report By
 RC2503  HISTORY     - 1942     MONUMENTED       USE
 RC2503  HISTORY     - 1959     SEE DESCRIPTION  CGS
 RC2503  HISTORY     - 1968     SEE DESCRIPTION  CGS
 RC2503
 RC2503                          STATION DESCRIPTION
 RC2503
 RC2503'DESCRIBED BY US ENGINEERS 1942 (ANS)
 RC2503'STATION IS LOCATED ABOUT 3.5 MILES NE OF ARLINGTON.  THE STATION
 RC2503'IS ON THE S SIDE OF THE COLUMBIA RIVER, ABOUT 1 MILE S OF
 RC2503'U.S. HIGHWAY 30, ABOUT 200 FEET S OF THE N EDGE OF A BLUFF
 RC2503'OVERLOOKING THE COLUMBIA RIVER, AND ABOUT 300 FEET N OF AN E-W
 RC2503'FENCE LINE.  IT IS MARKED BY A U.S.E. DISK, SET IN A 1-FOOT SQUARE
 RC2503'BURIED BOULDER.  THE MARK PROJECTS 3 INCHES AND IS STAMPED
 RC2503'ARLE 1942.  THERE IS A WHITE REFERENCE POST 5 FEET SE OF THE
 RC2503'STATION.
 RC2503'
 RC2503'THERE IS NO UNDERGROUND MARK.
 RC2503'
 RC2503'REFERENCE MARK NO.1 IS ABOUT 1 FOOT LOWER THAN THE STATION, SET
 RC2503'IN A SMALL BOULDER 6 INCHES BELOW THE GROUND.  IT IS A U.S.E. DISK
 RC2503'AND IS STAMPED ARLE NO.1, 1942.
 RC2503'
 RC2503'REFERENCE MARK NO.2 IS AT ABOUT THE SAME ELEVATION AS THE
 RC2503'STATION.  IT IS A U.S.E. DISK, SET IN A 2 1/2-FOOT BOULDER.  THE
 RC2503'MARK PROJECTS 1 FOOT AND IS STAMPED ARLE NO.2, 1942.
 RC2503'
 RC2503'STATION AVIS (U.S.E.) IS TO BE USED AS AN AZIMUTH.
 RC2503'
 RC2503'TO REACH STATION FROM ARLINGTON, GO E ON U.S. HIGHWAY 30 ABOUT
 RC2503'3.5 MILES TO HIGHWAY MILEPOST 149.  THIS IS THE END OF TRUCK
 RC2503'TRAVEL.  PACK S ACROSS COUNTRY ABOUT 1.0 MILE TO THE TOP OF THE
 RC2503'BLUFF AND THE STATION.
 RC2503
 RC2503                          STATION RECOVERY (1959)
 RC2503
 RC2503'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LGT)
 RC2503'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 RC2503'
 RC2503'THE STATION MARK IS A U.S. ARMY ENGINEERS CONTROL STATION DISK
 RC2503'STAMPED ARLE 1942 SET IN A BOULDER THAT PROJECTS ABOUT 3 INCHES
 RC2503'ABOVE THE GROUND.  IT IS FIVE FEET NORTHWEST OF A WHITE WITNESS
 RC2503'POST.
 RC2503'
 RC2503'REFERENCE MARK NUMBER ONE IS A U.S. ARMY ENGINEERS REFERENCE MARK
 RC2503'DISK STAMPED ARLE RM NO 1 1942 SET IN A BOULDER AND IS ABOUT 6
 RC2503'INCHES UNDERGROUND.  IT IS ABOUT A FOOT LOWER THAN AND SOUTHEAST
 RC2503'OF THE STATION MARK.
 RC2503'
 RC2503'REFERENCE MARK NUMBER TWO IS A U.S. ARMY ENGINEERS REFERENCE MARK
 RC2503'DISK STAMPED ARLE RM NO 2 1942 SET IN A BOULDER THAT PROJECTS ABOUT
 RC2503'1 FOOT ABOVE THE GROUND.  IT IS ON THE SAME ELEVATION AND SOUTHWEST
 RC2503'OF THE STATION MARK.
 RC2503'
 RC2503'TO REACH THE STATION FROM THE JUNCTION OF MAIN STREET AND
 RC2503'U.S. HIGHWAY 30 IN ARLINGTON, OREGON, GO EAST ON U.S. HIGHWAY 30
 RC2503'FOR ABOUT 4 MILES TO AN ACCESS ROAD AND GATE ON THE SOUTH OR RIGHT
 RC2503'SIDE OF THE HIGHWAY.  PARK THE TRUCK HERE AND PACK DUE SOUTH TO
 RC2503'THE TOP OF THE BLUFF, THEN WESTERLY TO THE STATION.  THIS IS
 RC2503'ABOUT A 30 MINUTE PACK.
 RC2503'
 RC2503'THE DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS WERE NOT
 RC2503'MEASURED AT THIS TIME.
 RC2503
 RC2503                          STATION RECOVERY (1968)
 RC2503
 RC2503'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RBM)
 RC2503'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD
 RC2503'CONDITION.  LOCATED ABOUT 3.5 MILES NORTHEAST OF THE TOWN OF
 RC2503'ARLINGTON, ABOUT 3/8 MILE SOUTH OF INTERSTATE HIGHWAY 80 NORTH,
 RC2503'ABOUT 550 FEET HIGHER THAN THE COLUMBIA RIVER, ABOUT 200 FEET
 RC2503'SOUTH OF THE TOP EDGE OF A BLUFF OVERLOOKING THE RIVER AND ABOUT
 RC2503'50 FEET NORTH OF A DIRT ROAD.
 RC2503'
 RC2503'THE STATION IS A CORPS OF ENGINEERS DISK STAMPED ARLE 1942 SET
 RC2503'IN A DRILL HOLE IN A BURIED BOULDER, PROJECTING ABOUT 3 INCHES
 RC2503'ABOVE THE SURFACE OF THE GROUND AND 6.5 FEET SOUTH OF A WHITE
 RC2503'WOODEN WITNESS POST.
 RC2503'
 RC2503'REFERENCE MARK NUMBER 1 IS A CORPS OF ENGINEERS DISK STAMPED
 RC2503'ARLE RM NO 1 1942 SET IN A DRILL HOLE IN A BURIED BOULDER, ABOUT 6
 RC2503'INCHES BELOW THE SURFACE OF THE GROUND AND ABOUT 1 FOOT LOWER THAN
 RC2503'THE STATION.
 RC2503'
 RC2503'REFERENCE MARK NUMBER 2 IS A CORPS OF ENGINEERS DISK STAMPED ARLE
 RC2503'RM NO 2 1942 SET IN A DRILL HOLE IN A BOULDER, PROJECTING ABOUT 1
 RC2503'FOOT ABOVE THE SURFACE OF THE GROUND.
 RC2503'
 RC2503'TO REACH THE STATION FROM THE JUNCTION OF LOCUST STREET (STATE
 RC2503'HWY 19) AND AIRPORT ROAD IN THE SOUTH SECTION OF THE TOWN OF
 RC2503'ARLINGTON, GO 1.2 MILES EASTWARD (UPHILL) ALONG THE AIRPORT ROAD,
 RC2503'TURN RIGHT ON THE SECOND ONE OF TWO SIDEROADS ON THE RIGHT, GO
 RC2503'0.7 MILE TO A ROAD FORK, TAKE THE LEFT FORK, GO 0.5 MILE
 RC2503'NORTHWARD TO A WIRE GATE ON THE LEFT IN A NORTH-SOUTH FENCE LINE,
 RC2503'TURN LEFT THROUGH THE GATE, THEN TURN RIGHT (NORTH) ON A DIRT
 RC2503'ROAD, GO 2.1 MILES TO THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0104 ***********************************************************************
 RC0104  DESIGNATION -  ARLINGTON AIRPORT
 RC0104  PID         -  RC0104
 RC0104  STATE/COUNTY-  OR/GILLIAM
 RC0104  USGS QUAD   -  ARLINGTON (1971)
 RC0104
 RC0104                         *CURRENT SURVEY CONTROL
 RC0104  ___________________________________________________________________
 RC0104* NAD 83(1986)-  45 43 10.     (N)    120 11 09.     (W)     SCALED    
 RC0104* NAVD 88     -       267.071  (meters)     876.22   (feet)  ADJUSTED  
 RC0104  ___________________________________________________________________
 RC0104  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 RC0104  DYNAMIC HT  -         267.069 (meters)     876.21  (feet)  COMP
 RC0104  MODELED GRAV-     980,601.7   (mgal)                       NAVD 88
 RC0104
 RC0104  VERT ORDER  -  FIRST     CLASS I
 RC0104
 RC0104.The horizontal coordinates were scaled from a topographic map and have
 RC0104.an estimated accuracy of +/- 6 seconds.
 RC0104
 RC0104.The orthometric height was determined by differential leveling
 RC0104.and adjusted in June 1991.
 RC0104
 RC0104.The geoid height was determined by GEOID03.
 RC0104
 RC0104.The dynamic height is computed by dividing the NAVD 88
 RC0104.geopotential number by the normal gravity value computed on the
 RC0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0104.degrees latitude (g = 980.6199 gals.).
 RC0104
 RC0104.The modeled gravity was interpolated from observed gravity values.
 RC0104
 RC0104;                    North         East    Units  Estimated Accuracy
 RC0104;SPC OR N     -   228,160.    2,524,460.      MT  (+/- 180 meters Scaled)
 RC0104
 RC0104                          SUPERSEDED SURVEY CONTROL
 RC0104
 RC0104  NGVD 29 (??/??/92)  266.075  (m)          872.95   (f) ADJ UNCH    1 1
 RC0104
 RC0104.Superseded values are not recommended for survey control.
 RC0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0104.See file dsdata.txt to determine how the superseded data were derived.
 RC0104
 RC0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGR190667(NAD 83)
 RC0104_MARKER: DB = BENCH MARK DISK
 RC0104_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RC0104_SP_SET: STEP
 RC0104_STAMPING: ARLINGTON AIRPORT 1943
 RC0104_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC0104
 RC0104  HISTORY     - Date     Condition        Report By
 RC0104  HISTORY     - 1943     MONUMENTED       CGS
 RC0104  HISTORY     - 1968     GOOD             NGS
 RC0104
 RC0104                          STATION DESCRIPTION
 RC0104
 RC0104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RC0104'2.95 MI SE FROM ARLINGTON.
 RC0104'0.85 MILE SOUTH ALONG STATE HIGHWAY 19 FROM THE POST OFFICE AT
 RC0104'ARLINGTON, THENCE 1.45 MILES EAST AND NORTH ALONG AIRPORT ROAD, THENCE
 RC0104'0.65 MILE WEST ALONG A GRAVELED ROAD AND FENCE LINE, AT ARLINGTON
 RC0104'AIRPORT, AT THE EAST ONE OF TWO FAA BUILDINGS, IN THE TOP OF THE
 RC0104'NORTHEAST CORNER OF THE NORTH ENTRANCE CONCRETE STEP TO THE BUILDING,
 RC0104'69 FEET NORTH OF THE CENTER LINE OF THE ROAD, 16.2 FEET WEST OF THE
 RC0104'NORTHWEST LEG OF A STEEL BEACON LIGHT TOWER, 4.8 FEET WEST-NORTHWEST
 RC0104'OF THE NORTHEAST CORNER OF THE BUILDING, 1.6 FEET NORTH OF THE NORTH
 RC0104'FACE OF THE BUILDING, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2502 ***********************************************************************
 RC2502  DESIGNATION -  ARLINGTON AIRPORT BEACON
 RC2502  PID         -  RC2502
 RC2502  STATE/COUNTY-  OR/GILLIAM
 RC2502  USGS QUAD   -  ARLINGTON (1971)
 RC2502
 RC2502                         *CURRENT SURVEY CONTROL
 RC2502  ___________________________________________________________________
 RC2502* NAD 83(1991)-  45 43 11.53446(N)    120 11 10.05344(W)     ADJUSTED  
 RC2502* NAVD 88     -              **(meters)            **(feet)            
 RC2502  ___________________________________________________________________
 RC2502  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 RC2502  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 RC2502  HORZ ORDER  -  THIRD
 RC2502
 RC2502.The horizontal coordinates were established by classical geodetic methods
 RC2502.and adjusted by the National Geodetic Survey in October 1991.
 RC2502
 RC2502
 RC2502.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2502
 RC2502.The geoid height was determined by GEOID03.
 RC2502
 RC2502;                    North         East     Units Scale Factor Converg.
 RC2502;SPC OR N     -   228,207.195 2,524,434.617   MT  0.99994084   +0 13 21.3
 RC2502;SPC OR N     -   748,711.27  8,282,265.80   iFT  0.99994084   +0 13 21.3
 RC2502;SPC WA S     -    43,012.853   524,436.736   MT  1.00002765   +0 13 40.8
 RC2502;SPC WA S     -   141,118.00  1,720,589.52   sFT  1.00002765   +0 13 40.8
 RC2502;UTM  10      - 5,066,775.228   718,979.599   MT  1.00018957   +2 00 55.3
 RC2502
 RC2502                          SUPERSEDED SURVEY CONTROL
 RC2502
 RC2502  NAD 83(1986)-  45 43 11.54415(N)    120 11 10.04601(W) AD(       ) 4
 RC2502  NAD 27      -  45 43 12.07800(N)    120 11 05.89300(W) AD(       ) 3
 RC2502
 RC2502.Superseded values are not recommended for survey control.
 RC2502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2502.See file dsdata.txt to determine how the superseded data were derived.
 RC2502
 RC2502_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGR1898066775(NAD 83)
 RC2502
 RC2502  HISTORY     - Date     Condition        Report By
 RC2502  HISTORY     - 1942     MONUMENTED       CGS
 RC2502  HISTORY     - 1959     SEE DESCRIPTION  CGS
 RC2502  HISTORY     - 1968     SEE DESCRIPTION  CGS
 RC2502
 RC2502                          STATION DESCRIPTION
 RC2502
 RC2502'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (LGT)
 RC2502'THE STATION WAS RECOVERED IN GOOD CONDITION.
 RC2502'
 RC2502'THE STATION IS ON A SKELETON STEEL TOWER, ABOUT 70 FEET IN HEIGHT,
 RC2502'LOCATED ABOUT 500 FEET EAST OF THE SOUTHWEST CORNER OF ARLINGTON
 RC2502'AIRPORT.  THIS BEACON IS NOT REGULARLY MAINTAINED, AND IS TURNED
 RC2502'ON ONLY WHEN A LOCAL RESIDENT HAS OCCASION TO USE IT.
 RC2502
 RC2502                          STATION RECOVERY (1968)
 RC2502
 RC2502'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RBM)
 RC2502'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY
 RC2502'L.G.T. IN 1959.
 RC2502'
 RC2502'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RC2502'1 MILE EAST OF ARLINGTON.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1733 ***********************************************************************
 QE1733  DESIGNATION -  ARMITAGE
 QE1733  PID         -  QE1733
 QE1733  STATE/COUNTY-  OR/LANE
 QE1733  USGS QUAD   -  SPRINGFIELD (1986)
 QE1733
 QE1733                         *CURRENT SURVEY CONTROL
 QE1733  ___________________________________________________________________
 QE1733* NAD 83(1991)-  44 07 27.89127(N)    122 59 45.53892(W)     ADJUSTED  
 QE1733* NAVD 88     -       688.1    (meters)    2258.     (feet)  VERTCON   
 QE1733  ___________________________________________________________________
 QE1733  LAPLACE CORR-           1.84  (seconds)                    DEFLEC99
 QE1733  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 QE1733  HORZ ORDER  -  SECOND
 QE1733
 QE1733.The horizontal coordinates were established by classical geodetic methods
 QE1733.and adjusted by the National Geodetic Survey in October 1991.
 QE1733
 QE1733.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE1733.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE1733
 QE1733.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE1733
 QE1733.The geoid height was determined by GEOID03.
 QE1733
 QE1733;                    North         East     Units Scale Factor Converg.
 QE1733;SPC OR S     -   276,004.890 1,300,248.292   MT  1.00003400   -1 42 27.4
 QE1733;SPC OR S     -   905,527.85  4,265,906.47   iFT  1.00003400   -1 42 27.4
 QE1733;SPC OR N     -    53,953.509 2,300,245.478   MT  1.00005913   -1 46 12.4
 QE1733;SPC OR N     -   177,012.82  7,546,737.13   iFT  1.00005913   -1 46 12.4
 QE1733;UTM  10      - 4,885,691.415   500,321.383   MT  0.99960000   +0 00 10.1
 QE1733
 QE1733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE1733!SPC OR S     -   0.99989575  x   1.00003400  =   0.99992975
 QE1733!SPC OR N     -   0.99989575  x   1.00005913  =   0.99995488
 QE1733!UTM  10      -   0.99989575  x   0.99960000  =   0.99949580
 QE1733
 QE1733|---------------------------------------------------------------------|
 QE1733| PID    Reference Object                     Distance      Geod. Az  |
 QE1733|                                                           dddmmss.s |
 QE1733| CD9535 ARMITAGE RM 1                         4.789 METERS 04952     |
 QE1733| CD9536 ARMITAGE RM 2                         4.908 METERS 14230     |
 QE1733| PC0917 SAN FRANCISCO PORTLAND BCN 45       APPROX.24.2 KM 1855624.6 |
 QE1733| QE1735 SEAVIES 3                           APPROX. 1.8 KM 1883824.7 |
 QE1733| QE1748 EUGENE KEZI TV MAST                 APPROX. 1.0 KM 1982502.0 |
 QE1733| QE1749 ARMITAGE AZ MK 2                    APPROX. 1.0 KM 1992920.4 |
 QE1733| QE2165 EUGENE KORE RADIO MAST              APPROX.13.0 KM 2161340.8 |
 QE1733| QE2163 EUGENE MUNICIPAL TANK               APPROX.13.2 KM 2182050.0 |
 QE1733| QE2170 EUGENE AIRPORT BEACON 420           APPROX.13.9 KM 2243536.3 |
 QE1733| CD9534 ARMITAGE AZ MK                                     2983841.8 |
 QE1733|---------------------------------------------------------------------|
 QE1733
 QE1733                          SUPERSEDED SURVEY CONTROL
 QE1733
 QE1733  NAD 83(1986)-  44 07 27.90681(N)    122 59 45.56552(W) AD(       ) 2
 QE1733  NAD 27      -  44 07 28.45300(N)    122 59 41.25800(W) AD(       ) 2
 QE1733  NGVD 29 (07/19/86)  687.0    (m)         2254.     (f) VERT ANG    3  
 QE1733
 QE1733.Superseded values are not recommended for survey control.
 QE1733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1733.See file dsdata.txt to determine how the superseded data were derived.
 QE1733
 QE1733_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP0032185691(NAD 83)
 QE1733_MARKER: DS = TRIANGULATION STATION DISK
 QE1733_SETTING: 66 = SET IN ROCK OUTCROP
 QE1733
 QE1733  HISTORY     - Date     Condition        Report By
 QE1733  HISTORY     - 1940     MONUMENTED       CGS
 QE1733  HISTORY     - 1945     GOOD             CGS
 QE1733  HISTORY     - 1953     GOOD             CGS
 QE1733  HISTORY     - 1970     GOOD             OR-039
 QE1733  HISTORY     - 1980     GOOD             NGS
 QE1733
 QE1733                          STATION DESCRIPTION
 QE1733
 QE1733'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 QE1733'STATION IS ABOUT 7 MILES NORTHEAST OF EUGENE, 3-1/2 MILES
 QE1733'NORTHEAST OF ARMITAGE AND 3-1/2 MILES SOUTHEAST OF COBURG, ON A
 QE1733'TIMBERED RIDGE WITH A BALD TOP THAT RUNS NORTHEAST AND SOUTHWEST,
 QE1733'IN A BALD SPOT 75 PACES SOUTH OF THE HIGHEST PART WHICH IS
 QE1733'TIMBERED.  THERE IS A ROCK LEDGE 6 FEET NORTH OF THE STATION.
 QE1733'THE DISK IS SET IN BEDROCK AND IS STAMPED ARMITAGE 1940.
 QE1733'THERE IS NO UNDERGROUND MARK.
 QE1733'
 QE1733'REFERENCE MARK NO.1 IS ABOUT 2 FEET HIGHER THAN THE STATION ON
 QE1733'TOP OF A ROCK LEDGE.  IT IS SET IN BEDROCK AND STAMPED ARMITAGE
 QE1733'NO 1 1940.
 QE1733'
 QE1733'REFERENCE MARK NO.2 IS AT ABOUT THE SAME ELEVATION AS THE STATION,
 QE1733'SET IN BEDROCK.  IT IS STAMPED ARMITAGE NO 2 1940.
 QE1733'
 QE1733'TO REACH THE STATION FROM COBURG, GO EAST FROM THE POST OFFICE
 QE1733'ON GRAVEL ROAD 1.8 MILES TO THE AZIMUTH MARK ON THE SOUTH SIDE OF
 QE1733'THE ROAD, CONTINUE EAST 0.45 MILE TO END OF THE ROAD, TURN RIGHT
 QE1733'(SOUTH) ON PRIVATE ROAD 0.15 MILE TO RINEHART RANCH, CONTINUE ON
 QE1733'MAIN-TRAVELED ROAD FROM THE RANCH HOUSE 0.2 MILE, PASSING THROUGH
 QE1733'THE GATE ON TOP OF THE RIDGE, JUST WEST OF THE BARN, CONTINUE
 QE1733'0.45 MILE, THEN TAKE ROAD LEADING ACROSS A SMALL POLE BRIDGE 0.6
 QE1733'MILE, THEN BEAR LEFT ON DIM TRACKS ALONG THE OPEN RIDGE 1.0 MILE
 QE1733'TO TIN SHACK IN THE EDGE OF THE TREES AND END OF TRUCK TRAVEL.
 QE1733'FROM THE TIN SHACK, CONTINUE EAST ALONG THE CREST OF THE RIDGE
 QE1733'THROUGH THE TIMBER, BEAR TO THE RIGHT OUT OF THE TIMBER, AND
 QE1733'FOLLOW THE STEEP GRASSY SLOPE TO THE SUMMIT AND THE STATION,
 QE1733'ABOUT A 45-MINUTE PACK.
 QE1733'
 QE1733'THE AZIMUTH MARK IS ABOUT 2.0 MILES NORTHWEST OF STATION, 18
 QE1733'FEET SOUTH OF CENTERLINE OF AN EAST-WEST ROAD, ON THE ROAD
 QE1733'RIGHT-OF-WAY ACROSS THE ROAD FROM A WHITE GATE.  THE MARK IS SET
 QE1733'IN A BOULDER ABOUT 2 FEET SQUARE.  IT PROJECTS 1 FOOT AND IS
 QE1733'STAMPED ARMITAGE 1940.  THERE IS A WHITE REFERENCE POST 5 FEET
 QE1733'NORTH OF MARK.
 QE1733
 QE1733                          STATION RECOVERY (1945)
 QE1733
 QE1733'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (ANS)
 QE1733'STATION WAS RECOVERED AS ORIGINALLY DESCRIBED AND ALL MARKS
 QE1733'WERE FOUND TO BE IN GOOD CONDITION.  PART OF THE ROAD LEADING TO
 QE1733'THE STATION HAS BEEN CLOSED FOR SEVERAL YEARS, SO A NEW
 QE1733'DESCRIPTION ON HOW TO REACH IS GIVEN.
 QE1733'
 QE1733'STATION IS LOCATED 7 MILES NE OF EUGENE, 3-1/2 MILES NE OF
 QE1733'ARMITAGE, AND 3-1/2 MILES SE OF COBURG.  IT IS SITUATED ON THE
 QE1733'CREST OF A SHARP RIDGE AND IN ABOUT THE CENTER OF A BALD SPOT,
 QE1733'HEAVY TIMBER LYING APPROXIMATELY 100 METERS TO THE N AND S ALONG
 QE1733'THE RIDGE.  THE HIGHEST PART OF THE BARE AREA IS ABOUT 75 YARDS
 QE1733'N AND 20 FEET ABOVE THE STATION.
 QE1733'
 QE1733'STATION MARK IS A BRONZE STATION DISK SET IN BEDROCK FLUSH
 QE1733'WITH THE SURFACE AND IS STAMPED ARMITAGE 1940.  IT IS ON THE
 QE1733'CREST OF THE RIDGE, ABOUT 6 FEET S OF A 2-FOOT LEDGE.
 QE1733'
 QE1733'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 QE1733'FLUSH WITH THE SURFACE AND IS STAMPED ARMITAGE NO 1 1940.  IT
 QE1733'IS 2 FEET HIGHER THAN THE STATION MARK AND IS SET IN THE SE EDGE
 QE1733'OF THE BEDROCK OUTCROP MENTIONED ABOVE.
 QE1733'
 QE1733'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 QE1733'FLUSH WITH THE SURFACE AND IS STAMPED ARMITAGE NO 2 1940.  IT
 QE1733'IS ON THE E SIDE OF THE CREST OF THE RIDGE AND 1 FOOT LOWER THAN
 QE1733'THE STATION.  (NOT LEVEL WITH THE STATION MARK AS PREVIOUSLY
 QE1733'STATED.)
 QE1733'
 QE1733'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A BOULDER ABOUT
 QE1733'30 INCHES IN DIAMETER AND PROTRUDING 1 FOOT ABOVE THE SURFACE OF
 QE1733'THE GROUND.  IT IS STAMPED ARMITAGE 1940.  IT IS ON THE CREST
 QE1733'OF A SLIGHT RISE, 18 FEET S OF THE CENTER OF THE ROAD LEADING E
 QE1733'FROM COBURG, 5 FEET S OF A WHITE REFERENCE POST, AND 4 METERS N
 QE1733'OF THE FENCE LINE.  TO REACH FROM COBURG, GO E FROM THE POST
 QE1733'OFFICE ON GRAVEL ROAD 1.8 MILES TO THE MARK ON RIGHT (S) SIDE
 QE1733'OF ROAD.
 QE1733'
 QE1733'TO REACH THE STATION FROM COBURG, GO E FROM THE POST OFFICE ON
 QE1733'GRAVEL ROAD 1.8 MILES TO THE AZIMUTH MARK.  CONTINUE 0.4 MILE
 QE1733'TO THE END OF THE ROAD.  THENCE TURN RIGHT (S) ON PRIVATE ROAD AND
 QE1733'CONTINUE 0.15 MILE TO THE END OF TRUCK TRAVEL AT THE
 QE1733'FARMHOUSE.  (THE ORIGINAL DESCRIPTION CONTINUES FROM HERE, BUT
 QE1733'THE ROAD HAS SINCE BEEN CLOSED TO TRAVEL.) FROM THE END OF TRUCK
 QE1733'TRAVEL PASS THROUGH GATE ON E SIDE OF LANE AND JUST S OF FARMHOUSE
 QE1733'AND PACK E UP THE OPENING LEADING UP THE SLOPE AND TOWARD THE BARE
 QE1733'AREA WHERE THE STATION IS LOCATED.  PASS THROUGH GATE NEAR
 QE1733'THE UPPER END OF THE OPENING, A DISTANCE OF ABOUT 3/4 MILE, AND
 QE1733'CONTINUE E UP SLOPE OF RIDGE ABOUT 1-1/2 MILES TO THE CREST OF
 QE1733'THE MAIN RIDGE, THE BARE AREA, AND THE LOCATION OF THE STATION.
 QE1733'OLD LOGGING ROADS AND TRAILS CAN BE FOLLOWED PART OF THE WAY UP
 QE1733'THE RIDGE LEADING TO THE STATION SITE.  APPROXIMATELY A 3-HOUR
 QE1733'BACK PACK.
 QE1733
 QE1733                          STATION RECOVERY (1953)
 QE1733
 QE1733'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JBC)
 QE1733'STATION FOUND AS DESCRIBED.
 QE1733'
 QE1733'BOTH REFERENCE MARKS FOUND TO BE IN GOOD CONDITION.
 QE1733'
 QE1733'APPROACH FROM EAST OF STATION SEEMED MORE SATISFACTORY.
 QE1733
 QE1733                          STATION RECOVERY (1970)
 QE1733
 QE1733'RECOVERY NOTE BY LANE COUNTY OREGON 1970 (FLI)
 QE1733'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 QE1733'WERE RECOVERED AND FOUND IN GOOD CONDITION.  A THOROUGH SEARCH WAS
 QE1733'MADE FOR THE AZIMUTH MARK, BUT IT WAS NOT RECOVERED.  A COMPLETE
 QE1733'DESCRIPTION FOLLOWS--
 QE1733'
 QE1733'THE STATION IS LOCATED ABOUT 7 MILES NORTHEAST OF EUGENE, 3-1/2
 QE1733'MILES EAST-SOUTHEAST OF COBURG, IN A GRASSY AREA ON A TIMBERED
 QE1733'RIDGE, ABOUT 100 YARDS SOUTH-SOUTHWEST OF THE HIGHEST POINT IN THE
 QE1733'IMMEDIATE VICINITY AND ON PROPERTY OWNED BY MRS. PAUL O.
 QE1733'MILLER.
 QE1733'
 QE1733'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAYS 5 AND
 QE1733'105 THAT IS BETWEEN EUGENE AND SPRINGFIELD, GO EAST ON INTERSTATE
 QE1733'HIGHWAY 105 FOR 3.6 MILES TO THE JASPER-42ND STREET EXIT.  BEAR
 QE1733'RIGHT ON THE EXIT RAMP FOR 0.4 MILE, THENCE TURN LEFT AND GO NORTH
 QE1733'ON 42ND STREET (HIGH BANKS ROAD) FOR 0.5 MILE TO A
 QE1733'T-INTERSECTION.  TURN RIGHT AND GO EAST ON MARCOLA ROAD FOR 0.5
 QE1733'MILE TO A CROSSROAD.  TURN LEFT AND GO NORTHERLY FOR 1.5 MILES TO A
 QE1733'Y-FORK.  TAKE THE LEFT FORK, NORTH, FOR 0.6 MILE TO A SIDE
 QE1733'ROAD LEFT.  TURN LEFT AND GO NORTHWEST AND WEST ON THE GRAVELED
 QE1733'ROAD, UPGRADE, FOR 3.1 MILES TO THE END OF TRUCK TRAVEL.  THIS IS
 QE1733'0.2 MILE BEFORE REACHING THE TRANSMITTER MAST FOR TELEVISION
 QE1733'STATION KEZI.  PACK NORTH FOR ABOUT 200 FEET TO A LOW SADDLE,
 QE1733'THENCE CONTINUE NORTH, ALONG A RIDGE, FOR ABOUT 0.3 MILE TO A
 QE1733'POINT ABOUT 100 YARDS SOUTH-SOUTHWEST OF THE HIGHEST POINT IN
 QE1733'THE IMMEDIATE VICINITY AND THE STATION.  A 20 MINUTE PACK.
 QE1733'
 QE1733'THE STATION MARK, STAMPED ARMITAGE 1940, IS A STANDARD DISK
 QE1733'CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE GROUND.
 QE1733'IT IS 15 FEET SOUTH-SOUTHEAST OF A LONE BOULDER THAT PROJECTS 2
 QE1733'FEET.
 QE1733'
 QE1733'REFERENCE MARK NO. 1, STAMPED ARMITAGE NO 1 1940, IS A STANDARD
 QE1733'DISK CEMENTED IN A DRILL HOLE IN A ROCK LEDGE AND IS ABOUT 2 FEET
 QE1733'HIGHER THAN THE STATION.  IT IS 17 FEET EAST OF THE LONE BOULDER.
 QE1733'
 QE1733'REFERENCE MARK NO. 2, STAMPED ARMITAGE NO 2 1940, IS A STANDARD
 QE1733'DISK CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE
 QE1733'GROUND AND ABOUT A FOOT LOWER THAN THE STATION.  IT IS 31 FEET
 QE1733'SOUTHEAST OF THE LONE BOULDER.
 QE1733'
 QE1733'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES
 QE1733'EAST-SOUTHEAST OF COBURG.
 QE1733
 QE1733                          STATION RECOVERY (1980)
 QE1733
 QE1733'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 QE1733'THE STATION, REFERENCE MARK 1 AND 2 WERE RECOVERED IN GOOD
 QE1733'CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT WAS NOT
 QE1733'RECOVERED.  THE ROAD HAD BEEN WIDENED IN THE DESCRIBED AREA OF THE
 QE1733'MARK.  A NEW AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.
 QE1733'
 QE1733'THE STATION IS LOCATED ABOUT 7 MILES NORTHEAST OF EUGENE, 3-1/2 MILES
 QE1733'NORTHEAST OF ARMITAGE.  3-1/2 MILES SOUTHEAST OF COBURG, ABOUT 1/2
 QE1733'MILE NORTH OF KEZI TV MAST, ON A TIMBERED RIDGE WITH A BALD TOP.  THE
 QE1733'RIDGE RUNS NORTHEAST AND SOUTHWEST.
 QE1733'
 QE1733'TO REACH THE STATION FROM THE INTERSECTION OF COBURG ROAD AND VAN
 QE1733'DURIN ROAD IN COBURG, GO SOUTH ON COBERG ROAD 1.9 MILES, TURN LEFT ON
 QE1733'MC KENZIE RIVER RD AND GO 6.3 MILES TO A T JUNCTION, TURN LEFT ON
 QE1733'MARCOLA ROAD AND GO 0.2 MILE, TURN LEFT ON GRAVEL ROAD 17-2-6 AND GO
 QE1733'0.3 MILE TO A LOCKED GATE.  THE KEY CAN BE OBTAINED FROM THE KEZI
 QE1733'STUDIO AT 2225 COBURG ROAD, PASS THROUGH GATE AND GO 1.65 MILES TO A
 QE1733'ROAD FORK, TAKE RIGHT FORK AND GO UPHILL 1.3 MILES TO ANOTHER LOCKED
 QE1733'GATE AND END OF TRUCK TRAVEL.  PACK WEST ABOUT 100 FEET TO A RIDGE,
 QE1733'TURN NORTH AND FOLLOW RIDGE TO ABOUT 200 FEET SOUTH OF THE TOP AND
 QE1733'STATION.  IT IS AN EASY 20 MINUTE PACK.
 QE1733'
 QE1733'THE STATION IS A STANDARD US COAST AND GEODETIC SURVEY (NOW NOS) DISK
 QE1733'STAMPED---ARMITAGE 1940---SET INTO A DRILL HOLE IN BEDROCK, FLUSH
 QE1733'WITH THE SURFACE OF THE GROUND LOCATED 61.0 METERS (200 FEET) S FROM
 QE1733'THE HIGHEST PART OF THE HILL, 4.85 METERS (15.9 FEET) SW FROM A METAL
 QE1733'WITNESS POST, AND 1.8 METERS (6 FEET) S FROM A 2-FOOT HIGH ROCK LEDGE.
 QE1733'
 QE1733'REFERENCE MARK NO. 1 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 QE1733'NOS) DISK STAMPED---ARMITAGE 1940 NO 1---SET INTO A DRILL HOLE IN
 QE1733'BEDROCK FLUSH WITH THE SURFACE OF THE GROUND LOCATED 0.61 METER (2.0
 QE1733'FEET) NW FROM A METAL WITNESS POST AND 0.6 METER (2 FEET) HIGHER THAN
 QE1733'THE STATION.
 QE1733'
 QE1733'REFERENCE MARK NO. 2 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 QE1733'NOS) DISK STAMPED---ARMITAGE 1940 NO 2---SET INTO A DRILL HOLE IN
 QE1733'BEDROCK FLUSH WITH THE SURFACE OF THE GROUND LOCATED 6.64 METERS
 QE1733'(21.8 FEET) SSE FROM A METAL WITNESS POST AND 0.3 METER (1 FOOT)
 QE1733'LOWER THAN THE STATION.
 QE1733'
 QE1733'AZIMUTH MARK NO. 2 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 QE1733'STAMPED---ARMITAGE 1940 1980---SET INTO A DRILL HOLE IN THE
 QE1733'NORTHWEST CORNER OF A 5 FOOT BY 8 FOOT CONCRETE SLAB, ON A RIDGE
 QE1733'SOUTH OF THE TRANSMITTER BUILDING OF THE TELEVISION STATION.  IT IS
 QE1733'LOCATED 44.2 METERS (145 FEET) SSW FROM THE KEZI TELEVISION MAST AND
 QE1733'0.70 METER (2.3 FEET) W FROM THE NORTHERN MOST LEG OF A STAND THAT
 QE1733'ONCE HELD A RAIN GAGE.
 QE1733'
 QE1733'TO REACH THE AZIMUTH MARK FROM THE LOCKED GATE AT END OF TRUCK
 QE1733'TRAVEL, CONTINUE SOUTH PASSING THROUGH GATE, UPHILL, FOR 0.3 MILE TO
 QE1733'THE KEZI MAST AND TRANSMITTING STATION.  THE MARK IS ABOUT 100 FEET
 QE1733'SOUTH.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2550 ***********************************************************************
 RC2550  DESIGNATION -  ARMSTRONG
 RC2550  PID         -  RC2550
 RC2550  STATE/COUNTY-  OR/GILLIAM
 RC2550  USGS QUAD   -  SHOESTRING RIDGE (1970)
 RC2550
 RC2550                         *CURRENT SURVEY CONTROL
 RC2550  ___________________________________________________________________
 RC2550* NAD 83(1991)-  45 07 52.75269(N)    120 23 01.60359(W)     ADJUSTED  
 RC2550* NAVD 88     -       867.0    (meters)    2844.     (feet)  VERTCON   
 RC2550  ___________________________________________________________________
 RC2550  LAPLACE CORR-           4.74  (seconds)                    DEFLEC99
 RC2550  GEOID HEIGHT-         -20.55  (meters)                     GEOID03
 RC2550  HORZ ORDER  -  SECOND
 RC2550
 RC2550.The horizontal coordinates were established by classical geodetic methods
 RC2550.and adjusted by the National Geodetic Survey in October 1991.
 RC2550
 RC2550.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC2550.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC2550
 RC2550.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2550
 RC2550.The geoid height was determined by GEOID03.
 RC2550
 RC2550;                    North         East     Units Scale Factor Converg.
 RC2550;SPC OR N     -   162,760.700 2,509,141.754   MT  0.99989479   +0 04 56.7
 RC2550;SPC OR N     -   533,991.80  8,232,092.37   iFT  0.99989479   +0 04 56.7
 RC2550;UTM  10      - 5,000,868.557   705,726.462   MT  1.00012043   +1 51 17.4
 RC2550
 RC2550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2550!SPC OR N     -   0.99986731  x   0.99989479  =   0.99976211
 RC2550!UTM  10      -   0.99986731  x   1.00012043  =   0.99998772
 RC2550
 RC2550|---------------------------------------------------------------------|
 RC2550| PID    Reference Object                     Distance      Geod. Az  |
 RC2550|                                                           dddmmss.s |
 RC2550| CF4387 ARMSTRONG RM 1                       10.425 METERS 22532     |
 RC2550| CF4388 ARMSTRONG RM 2                       12.025 METERS 28049     |
 RC2550| CF4386 ARMSTRONG AZ MK 2                                  3255801.5 |
 RC2550| CF4385 ARMSTRONG AZ MK                                    3304215.1 |
 RC2550|---------------------------------------------------------------------|
 RC2550
 RC2550                          SUPERSEDED SURVEY CONTROL
 RC2550
 RC2550  NAD 83(1986)-  45 07 52.76188(N)    120 23 01.59875(W) AD(       ) 2
 RC2550  NAD 27      -  45 07 53.30000(N)    120 22 57.47300(W) AD(       ) 2
 RC2550  NGVD 29 (07/19/86)  865.9    (m)         2841.     (f) VERT ANG    3  
 RC2550
 RC2550.Superseded values are not recommended for survey control.
 RC2550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2550.See file dsdata.txt to determine how the superseded data were derived.
 RC2550
 RC2550_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGR0572600869(NAD 83)
 RC2550_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RC2550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC2550
 RC2550  HISTORY     - Date     Condition        Report By
 RC2550  HISTORY     - 1946     MONUMENTED       CGS
 RC2550  HISTORY     - 1969     SEE DESCRIPTION  CGS
 RC2550
 RC2550                          STATION DESCRIPTION
 RC2550
 RC2550'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 RC2550'THE STATION IS LOCATED ABOUT 12.5 MILES NORTH WEST OF FOSSIL AND
 RC2550'12.0 MILES SOUTH WEST OF CONDON ON THE WEST EDGE OF A CULTIVATED
 RC2550'FIELD AND ABOUT 0.1 MILE WEST OF THE HIGHEST POINT OF THE RIDGE
 RC2550'BETWEEN ARMSTRONG CANYON TO THE NORTH AND DEVILS CANYON TO THE
 RC2550'SOUTH, ON LAND OWNED BY MR. WILLIAM RATTRAY OF CONDON.  IT IS 25
 RC2550'FEET WEST OF A TRIANGULAR BLAZED CORNER POST, 10 FEET SOUTH OF
 RC2550'OLD FENCE LINE AND 5 FEET SOUTHWEST OF A 4 BY 4 INCH WITNESS
 RC2550'STAKE.  THE DISK IS STAMPED ARMSTRONG 1946 AND IS SET FLUSH
 RC2550'WITH THE GROUND SURFACE.
 RC2550'
 RC2550'THE AZIMUTH MARK IS ABOUT 0.25 MILE NORTHWEST OF THE STATION,
 RC2550'25 FEET NORTHWEST OF THE FENCE CORNER POST, 12 FEET WEST OF EDGE
 RC2550'OF CULTIVATED FIELD AND 5 FEET NORTH OF TRACK ROAD AROUND SOUTH
 RC2550'EDGE OF FIELD.  THE DISK IS STAMPED ARMSTRONG 1946 AND PROJECTS
 RC2550'2 INCHES.  TO REACH FROM THE STATION DRIVE NORTHWEST AROUND EDGE
 RC2550'OF CULTIVATED FIELD FOR ABOUT 0.3 MILE TO THE FENCE CORNER AND
 RC2550'MARK AS DESCRIBED.
 RC2550'
 RC2550'REFERENCE MARK NO 1 IS SOUTH-SOUTHWEST OF THE STATION, SET 5-FEET
 RC2550'WEST OF THE WEST EDGE OF THE FIELD.  THE DISK IS STAMPED
 RC2550'ARMSTRONG NO 1 1946 AND PROJECTS 2-INCHES.
 RC2550'
 RC2550'REFERENCE MARK NO 2 IS WEST OF THE STATION, SET 2-FEET SOUTH OF
 RC2550'OLD FENCE LINE.  THE DISK IS STAMPED ARMSTRONG NO 2 1946 AND
 RC2550'PROJECTS 2-INCHES.
 RC2550'
 RC2550'TO REACH FROM THE POST OFFICE IN CONDON.  GO SOUTH ON
 RC2550'U.S. HIGHWAY NO 19 FOR 6.1 MILES TO A CONCRETE BRIDGE ACROSS
 RC2550'THIRTY MILE CREEK, CONTINUE STRAIGHT AHEAD ON NO 19 FOR 1.15 MILE
 RC2550'TO A SIDE ROAD RIGHT WHERE HIGHWAY MAKES A SHARP LEFT TURN, TURN
 RC2550'RIGHT AND FOLLOW DIRT ROAD IN A SOUTHERLY DIRECTION UP CANYON FOR
 RC2550'4.15 MILES TO CROSS-ROADS, HERE TURN RIGHT AND FOLLOW MAIN
 RC2550'TRAVELED ROAD IN A WESTERLY DIRECTION AS PER SIGN BUCKHORN FOR
 RC2550'4.5 MILES TO A SCHOOL HOUSE ON THE RIGHT, CONTINUE STRAIGHT
 RC2550'AHEAD ON MAIN TRAVELED ROAD FOR 0.5 MILE TO A SIDE ROAD RIGHT,
 RC2550'TURN RIGHT AS PER SIGN ARMSTRONG CANYON AND GO 0.6 MILE TO A
 RC2550'WIRE GATE IN FENCE LINE ON LEFT, TURN LEFT THROUGH GATE AND
 RC2550'FOLLOW TRACK ROAD IN A WESTERLY AND NORTHWESTERLY DIRECTION
 RC2550'FOR 0.65 MILE TO ANOTHER GATE, PASS THROUGH GATE AND CONTINUE
 RC2550'IN A WESTERLY DIRECTION FOR 0.3 MILE TO THE EDGE OF A
 RC2550'CULTIVATED FIELD, CONTINUE WEST ACROSS CULTIVATED FIELD FOR 0.4
 RC2550'MILE TO THE WEST EDGE AND FENCE CORNER AND STATION AS
 RC2550'DESCRIBED.
 RC2550'
 RC2550'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 RC2550
 RC2550                          STATION RECOVERY (1969)
 RC2550
 RC2550'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (NET)
 RC2550'THE STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 RC2550'CONDITION.  THE AZIMUTH MARK HAD BEEN DESTROYED.  ANOTHER AZIMUTH
 RC2550'MARK WAS ESTABLISHED.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 RC2550'
 RC2550'THE STATION IS ABOUT 12 MILES SOUTHWEST OF CONDON, IN A SMALL
 RC2550'STRIP OF WASTE LAND BETWEEN TWO CULTIVATED FIELDS ON LAND OWNED
 RC2550'BY MR. JOHN RATTRAY, WHO LIVES 2.5 MILES SOUTHWEST OF THE STATION.
 RC2550'
 RC2550'TO REACH THE STATION FROM THE CONDON POST OFFICE GO SOUTH ON
 RC2550'STATE HIGHWAY 19 FOR 5.8 MILES TO THE BRIDGE OVER THIRTYMILE
 RC2550'CREEK, CONTINUE SOUTH ON STATE HIGHWAY 19 FOR 1.1 MILES TO WEHRLI
 RC2550'CANYON ROAD ON THE RIGHT, TURN RIGHT AND GO WEST AND SOUTH ON
 RC2550'WEHRLI CANYON ROAD FOR 4.0 MILES TO A CROSSROAD, TURN RIGHT AND
 RC2550'GO WEST ON THE MACADAM AND GRAVELED BUCKHORN ROAD FOR 5.0 MILES
 RC2550'TO ARMSTRONG CANYON ROAD ON THE RIGHT, TURN RIGHT AND GO NORTH
 RC2550'ON ARMSTRONG CANYON ROAD FOR 0.5 MILE TO A GATE AND TRACK ROAD
 RC2550'ON THE LEFT, TURN LEFT AND GO WEST AND NORTHWEST ON THE TRACK
 RC2550'ROAD FOR 0.65 MILE TO A GATE IN THE NORTH-SOUTH FENCE LINE,
 RC2550'PASS THROUGH THE GATE AND GO WEST FOR 0.3 MILE TO THE EDGE
 RC2550'OF THE CULTIVATED FIELD, FOLLOW TRACK ROAD WEST ACROSS THE
 RC2550'CULTIVATED FIELD FOR 0.3 MILE TO THE STATION.
 RC2550'
 RC2550'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTHWEST ON THE
 RC2550'WEST EDGE OF THE CULTIVATED FIELD FOR 0.3 MILE TO A FENCE CORNER
 RC2550'AND THE AZIMUTH MARK ON THE LEFT.
 RC2550'
 RC2550'THE STATION MARK, STAMPED ARMSTRONG 1946, IS A STANDARD DISK SET
 RC2550'IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 1 INCH, 350
 RC2550'FEET WEST OF THE HIGHEST PART OF THE RIDGE, 9 FEET SOUTH OF THE
 RC2550'EDGE OF A CULTIVATED FIELD, 7 FEET NORTHWEST OF THE EDGE OF THE
 RC2550'EDGE OF A CULTIVATED FIELD AND 1 FOOT WEST OF A METAL WITNESS
 RC2550'POST.  (NOTE 1A AND 7A)
 RC2550'
 RC2550'REFERENCE MARK NO. 1, STAMPED ARMSTRONG NO 1 1946, IS A STANDARD
 RC2550'DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT IS 3 INCHES
 RC2550'BELOW THE SURFACE, 35 FEET SOUTHWEST OF THE WITNESS POST AND AT
 RC2550'THE NORTHWEST EDGE OF THE CULTIVATED FIELD.  (NOTE 11A)
 RC2550'
 RC2550'REFERENCE MARK NO. 2, STAMPED ARMSTRONG NO 2 1946, IS A STANDARD
 RC2550'DISK SET IN A 10-SQUARE CONCRETE MONUMENT THAT PROJECTS 1 INCH,
 RC2550'41 FEET WEST OF THE WITNESS POST AND 1 FOOT SOUTH OF THE EDGE OF
 RC2550'THE CULTIVATED FIELD.  (NOTE 11A)
 RC2550'
 RC2550'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 34.52 FEET.
 RC2550'
 RC2550'THE AZIMUTH MARK, STAMPED ARMSTRONG 1946 AZ 2 1969, IS A STANDARD
 RC2550'DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4
 RC2550'INCHES, 7 FEET SOUTHEAST OF AN ANGLING FENCE CORNER AND 0.5 FOOT
 RC2550'SOUTHWEST OF A METAL WITNESS POST THAT IS PLACED IN THE FENCE
 RC2550'LINE.  (NOTE 16A)
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1174 ***********************************************************************
 OA1174  DESIGNATION -  ARMY
 OA1174  PID         -  OA1174
 OA1174  STATE/COUNTY-  OR/DOUGLAS
 OA1174  USGS QUAD   -  WINCHESTER BAY (1985)
 OA1174
 OA1174                         *CURRENT SURVEY CONTROL
 OA1174  ___________________________________________________________________
 OA1174* NAD 83(1991)-  43 42 00.83757(N)    124 10 19.06191(W)     ADJUSTED  
 OA1174* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 OA1174  ___________________________________________________________________
 OA1174  LAPLACE CORR-          14.90  (seconds)                    DEFLEC99
 OA1174  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 OA1174  HORZ ORDER  -  THIRD
 OA1174
 OA1174.The horizontal coordinates were established by classical geodetic methods
 OA1174.and adjusted by the National Geodetic Survey in October 1991.
 OA1174
 OA1174.The orthometric height was scaled from a topographic map.
 OA1174
 OA1174.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1174
 OA1174.The geoid height was determined by GEOID03.
 OA1174
 OA1174;                    North         East     Units Scale Factor Converg.
 OA1174;SPC OR S     -   232,385.390 1,204,120.447   MT  0.99993763   -2 30 43.8
 OA1174;SPC OR S     -   762,419.26  3,950,526.40   iFT  0.99993763   -2 30 43.8
 OA1174;UTM  10      - 4,839,246.521   405,566.923   MT  0.99970969   -0 48 35.1
 OA1174
 OA1174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1174!SPC OR S     -   1.00000333  x   0.99993763  =   0.99994096
 OA1174!UTM  10      -   1.00000333  x   0.99970969  =   0.99971302
 OA1174
 OA1174:                Primary Azimuth Mark                     Grid Az
 OA1174:SPC OR S     -  CHANNEL LIGHT 2                          023 44 38.0
 OA1174:UTM  10      -  CHANNEL LIGHT 2                          022 02 29.3
 OA1174
 OA1174|---------------------------------------------------------------------|
 OA1174| PID    Reference Object                     Distance      Geod. Az  |
 OA1174|                                                           dddmmss.s |
 OA1174| OA1194 CHANNEL LIGHT 2                     APPROX. 3.3 KM 0211354.2 |
 OA1174| OA1180 ALDER                               APPROX. 1.6 KM 0572949.7 |
 OA1174| OA1162 GARDEN                              APPROX. 0.9 KM 1441057.3 |
 OA1174| OA1182 CORNWALL                            APPROX. 1.6 KM 1993022.9 |
 OA1174|---------------------------------------------------------------------|
 OA1174
 OA1174                          SUPERSEDED SURVEY CONTROL
 OA1174
 OA1174  NAD 83(1986)-  43 42 00.84112(N)    124 10 19.11012(W) AD(       ) 3
 OA1174  NAD 27      -  43 42 01.41100(N)    124 10 14.71100(W) AD(       ) 3
 OA1174
 OA1174.Superseded values are not recommended for survey control.
 OA1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1174.See file dsdata.txt to determine how the superseded data were derived.
 OA1174
 OA1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP0556739247(NAD 83)
 OA1174
 OA1174  HISTORY     - Date     Condition        Report By
 OA1174  HISTORY     - 1920     MONUMENTED       CGS
 OA1174  HISTORY     - 1948     SEE DESCRIPTION  CGS
 OA1174
 OA1174                          STATION DESCRIPTION
 OA1174
 OA1174'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (OWS)
 OA1174'LOCATED ON THE HIGHEST PORTION OF THE SAND HILL ABOUT 500 METERS
 OA1174'NE OF THE COAST GUARD STATION.  THIS HILL IS KNOWN AS ARMY HILL
 OA1174'OR FORT UMPQUA HILL.
 OA1174'
 OA1174'STATION IS MARKED ONLY BY A STAKE DRIVEN IN THE SAND, AS THE
 OA1174'TOP OF THE DUNE IS CONSTANTLY CHANGING.
 OA1174
 OA1174                          STATION RECOVERY (1948)
 OA1174
 OA1174'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RAE)
 OA1174'THIS UNMARKED STATION WAS LOCATED ON A CONSTANTLY SHIFTING SAND
 OA1174'DUNE.
 OA1174'
 OA1174'THE STATION SHOULD BE CLASSIFIED AS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1199 ***********************************************************************
 OA1199  DESIGNATION -  ARMY HILL
 OA1199  PID         -  OA1199
 OA1199  STATE/COUNTY-  OR/DOUGLAS
 OA1199  USGS QUAD   -  WINCHESTER BAY (1985)
 OA1199
 OA1199                         *CURRENT SURVEY CONTROL
 OA1199  ___________________________________________________________________
 OA1199* NAD 83(1991)-  43 42 00.38675(N)    124 10 21.93513(W)     ADJUSTED  
 OA1199* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 OA1199  ___________________________________________________________________
 OA1199  LAPLACE CORR-          14.92  (seconds)                    DEFLEC99
 OA1199  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 OA1199  HORZ ORDER  -  THIRD
 OA1199
 OA1199.The horizontal coordinates were established by classical geodetic methods
 OA1199.and adjusted by the National Geodetic Survey in October 1991.
 OA1199
 OA1199.The orthometric height was scaled from a topographic map.
 OA1199
 OA1199.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1199
 OA1199.The geoid height was determined by GEOID03.
 OA1199
 OA1199;                    North         East     Units Scale Factor Converg.
 OA1199;SPC OR S     -   232,374.310 1,204,055.567   MT  0.99993761   -2 30 45.8
 OA1199;SPC OR S     -   762,382.91  3,950,313.54   iFT  0.99993761   -2 30 45.8
 OA1199;UTM  10      - 4,839,233.522   405,502.417   MT  0.99970984   -0 48 37.1
 OA1199
 OA1199!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1199!SPC OR S     -   1.00000333  x   0.99993761  =   0.99994094
 OA1199!UTM  10      -   1.00000333  x   0.99970984  =   0.99971317
 OA1199
 OA1199:                Primary Azimuth Mark                     Grid Az
 OA1199:SPC OR S     -  CARSON TREE                              004 16 49.9
 OA1199:UTM  10      -  CARSON TREE                              002 34 41.2
 OA1199
 OA1199|---------------------------------------------------------------------|
 OA1199| PID    Reference Object                     Distance      Geod. Az  |
 OA1199|                                                           dddmmss.s |
 OA1199| OA1208 CARSON TREE                         APPROX. 5.3 KM 0014604.1 |
 OA1199| OA1226 UMPQUA SOUTH BASE                   APPROX. 2.2 KM 2282107.9 |
 OA1199|---------------------------------------------------------------------|
 OA1199
 OA1199                          SUPERSEDED SURVEY CONTROL
 OA1199
 OA1199  NAD 83(1986)-  43 42 00.38890(N)    124 10 21.98434(W) AD(       ) 3
 OA1199  NAD 27      -  43 42 00.86300(N)    124 10 17.49400(W) AD(       ) 3
 OA1199
 OA1199.Superseded values are not recommended for survey control.
 OA1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1199.See file dsdata.txt to determine how the superseded data were derived.
 OA1199
 OA1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP0550239234(NAD 83)
 OA1199
 OA1199  HISTORY     - Date     Condition        Report By
 OA1199  HISTORY     - 1885     MONUMENTED       CGS
 OA1199  HISTORY     - 1948     SEE DESCRIPTION  CGS
 OA1199
 OA1199                          STATION DESCRIPTION
 OA1199
 OA1199'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RAE)
 OA1199'THE SAND HILL, ON WHICH THE STATION WAS LOCATED, IS CONSTANTLY
 OA1199'CHANGING SHAPE AND MOVING TOWARD THE SE.
 OA1199'
 OA1199'THE STATION SHOULD BE CLASSIFIED AS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0343 ***********************************************************************
 NW0343  DESIGNATION -  AROCK
 NW0343  PID         -  NW0343
 NW0343  STATE/COUNTY-  OR/MALHEUR
 NW0343  USGS QUAD   -  AROCK (1972)
 NW0343
 NW0343                         *CURRENT SURVEY CONTROL
 NW0343  ___________________________________________________________________
 NW0343* NAD 83(1991)-  42 59 38.43579(N)    117 32 39.78717(W)     ADJUSTED  
 NW0343* NAVD 88     -      1369.2    (meters)    4492.     (feet)  VERTCON   
 NW0343  ___________________________________________________________________
 NW0343  LAPLACE CORR-           5.39  (seconds)                    DEFLEC99
 NW0343  GEOID HEIGHT-         -17.85  (meters)                     GEOID03
 NW0343  HORZ ORDER  -  SECOND
 NW0343
 NW0343.The horizontal coordinates were established by classical geodetic methods
 NW0343.and adjusted by the National Geodetic Survey in October 1991.
 NW0343
 NW0343.The NAVD 88 height was computed by applying the VERTCON shift value to
 NW0343.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NW0343
 NW0343.The Laplace correction was computed from DEFLEC99 derived deflections.
 NW0343
 NW0343.The geoid height was determined by GEOID03.
 NW0343
 NW0343;                    North         East     Units Scale Factor Converg.
 NW0343;SPC OR S     -   151,696.535 1,740,952.776   MT  0.99989923   +2 01 19.5
 NW0343;SPC OR S     -   497,692.04  5,711,787.32   iFT  0.99989923   +2 01 19.5
 NW0343;UTM  11      - 4,760,293.373   455,623.692   MT  0.99962423   -0 22 16.4
 NW0343
 NW0343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NW0343!SPC OR S     -   0.99978812  x   0.99989923  =   0.99968737
 NW0343!UTM  11      -   0.99978812  x   0.99962423  =   0.99941243
 NW0343
 NW0343:                Primary Azimuth Mark                     Grid Az
 NW0343:SPC OR S     -  PARSNIP PEAK                             112 32 13.7
 NW0343:UTM  11      -  PARSNIP PEAK                             114 55 49.6
 NW0343
 NW0343|---------------------------------------------------------------------|
 NW0343| PID    Reference Object                     Distance      Geod. Az  |
 NW0343|                                                           dddmmss.s |
 NW0343| NW0303 PARSNIP PEAK                        APPROX.40.3 KM 1143333.2 |
 NW0343| CD6690 AROCK RM 2                           12.789 METERS 16321     |
 NW0343| CD6689 AROCK RM 1                           20.580 METERS 31836     |
 NW0343|---------------------------------------------------------------------|
 NW0343
 NW0343                          SUPERSEDED SURVEY CONTROL
 NW0343
 NW0343  NAD 83(1986)-  42 59 38.43905(N)    117 32 39.78383(W) AD(       ) 2
 NW0343  NAD 27      -  42 59 38.88333(N)    117 32 36.22505(W) AD(       ) 2
 NW0343  NGVD 29 (07/19/86) 1368.1    (m)         4489.     (f) VERT ANG    3  
 NW0343
 NW0343.Superseded values are not recommended for survey control.
 NW0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0343.See file dsdata.txt to determine how the superseded data were derived.
 NW0343
 NW0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH5562460293(NAD 83)
 NW0343_MARKER: DD = SURVEY DISK
 NW0343_SETTING: 80 = SET IN A BOULDER
 NW0343_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 NW0343
 NW0343  HISTORY     - Date     Condition        Report By
 NW0343  HISTORY     - 1969     MONUMENTED       USGS
 NW0343  HISTORY     - 1972     GOOD             USGS
 NW0343
 NW0343                          STATION DESCRIPTION
 NW0343
 NW0343'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 NW0343'LOCATED ABOUT 11 MI NNE. OF ROME, 5 MI NNW. OF AROCK.
 NW0343'
 NW0343'TO REACH FROM POST OFFICE IN AROCK, GO N. 0.4 MI TO Y-RD.  TAKE
 NW0343'RIGHT FORK (N.) 2.0 MI TO T-RD. W.  CONTINUE N. 0.6 MI, PASSING
 NW0343'THROUGH RANCH AND GATE TO Y-RD.  TAKE LEFT FORK (W.) UPHILL AND
 NW0343'OVER RIM 1.6 MI TO SECOND GATE.  CONTINUE N. ALONG MAIN-TRAVELED
 NW0343'RD. 1.9 MI TO T-RD. W.  TAKE RD. W. UPHILL 0.9 MI TO TOP AND
 NW0343'STATION.  STATION IS 300 FT N. OF RD. ON HIGH POINT OF TOP.
 NW0343'
 NW0343'STATION MARK--STANDARD ALUMINUM TABLET STAMPED---AROCK 1969---,
 NW0343'CEMENTED IN TOP OF LARGE FLAT ROCK FLUSH WITH GROUND.
 NW0343'
 NW0343'RM 1--STANDARD RM TABLET STAMPED---NO 1 1969---, CEMENTED IN TOP OF
 NW0343'LARGE FLAT ROCK FLUSH WITH GROUND.
 NW0343'
 NW0343'RM 2--STANDARD RM TABLET STAMPED---NO 2 1969---, CEMENTED IN TOP OF
 NW0343'LARGE FLAT BOULDER FLUSH WITH GROUND.
 NW0343'
 NW0343'HEIGHT OF INSTRUMENT STAND ABOVE STATION MARK--6.1 FT
 NW0343
 NW0343                          STATION RECOVERY (1972)
 NW0343
 NW0343'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 NW0343'RECOVERED AS DESCRIBED BY USGS IN 1969.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1727 ***********************************************************************
 RD1727  DESIGNATION -  ARP
 RD1727  PID         -  RD1727
 RD1727  STATE/COUNTY-  OR/YAMHILL
 RD1727  USGS QUAD   -  MC MINNVILLE (1992)
 RD1727
 RD1727                         *CURRENT SURVEY CONTROL
 RD1727  ___________________________________________________________________
 RD1727* NAD 83(2007)-  45 11 25.88223(N)    123 08 16.67453(W)     ADJUSTED  
 RD1727* NAVD 88     -        48.6    (meters)     159.     (feet)  GPS OBS   
 RD1727  ___________________________________________________________________
 RD1727  EPOCH DATE  -        2007.00
 RD1727  X           -  -2,461,384.394 (meters)                     COMP
 RD1727  Y           -  -3,770,292.759 (meters)                     COMP
 RD1727  Z           -   4,502,314.089 (meters)                     COMP
 RD1727  LAPLACE CORR-         -10.03  (seconds)                    DEFLEC99
 RD1727  ELLIP HEIGHT-          26.326 (meters)          (02/10/07) ADJUSTED
 RD1727  GEOID HEIGHT-         -22.26  (meters)                     GEOID03
 RD1727
 RD1727  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 RD1727  Type    PID    Designation                      North   East  Ellip
 RD1727  -------------------------------------------------------------------
 RD1727  NETWORK RD1727 ARP                               0.55   0.41   1.29
 RD1727  -------------------------------------------------------------------
 RD1727
 RD1727.This mark is at Mc Minnville Municipal Airport (MMV)
 RD1727
 RD1727.The horizontal coordinates were established by GPS observations
 RD1727.and adjusted by the National Geodetic Survey in February 2007.
 RD1727
 RD1727.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 RD1727.See www.ngs.noaa.gov/NationalReadjustment for more information.
 RD1727.The horizontal coordinates are valid at the epoch date displayed above.
 RD1727.The epoch date for horizontal control is a decimal equivalence
 RD1727.of Year/Month/Day.
 RD1727
 RD1727.The orthometric height was determined by GPS observations and a
 RD1727.high-resolution geoid model.
 RD1727
 RD1727.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RD1727
 RD1727.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1727
 RD1727.The ellipsoidal height was determined by GPS observations
 RD1727.and is referenced to NAD 83.
 RD1727
 RD1727.The geoid height was determined by GEOID03.
 RD1727
 RD1727;                    North         East     Units Scale Factor Converg.
 RD1727;SPC OR N     -   172,716.688 2,292,753.935   MT  0.99989465   -1 52 14.9
 RD1727;SPC OR N     -   566,655.80  7,522,158.58   iFT  0.99989465   -1 52 14.9
 RD1727;UTM  10      - 5,004,124.685   489,162.333   MT  0.99960144   -0 05 52.4
 RD1727
 RD1727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1727!SPC OR N     -   0.99999587  x   0.99989465  =   0.99989052
 RD1727!UTM  10      -   0.99999587  x   0.99960144  =   0.99959731
 RD1727
 RD1727:                Primary Azimuth Mark                     Grid Az
 RD1727:SPC OR N     -  HOLD                                     166 44 29.7
 RD1727:UTM  10      -  HOLD                                     164 58 07.2
 RD1727
 RD1727|---------------------------------------------------------------------|
 RD1727| PID    Reference Object                     Distance      Geod. Az  |
 RD1727|                                                           dddmmss.s |
 RD1727| RD1682 HOLD                                APPROX. 3.9 KM 1645214.8 |
 RD1727| RD1726 PORTAL                               25.919 METERS 20618     |
 RD1727|---------------------------------------------------------------------|
 RD1727
 RD1727                          SUPERSEDED SURVEY CONTROL
 RD1727
 RD1727  NAD 83(1991)-  45 11 25.87935(N)    123 08 16.67590(W) AD(       ) 3
 RD1727  ELLIP H (06/09/98)   26.353  (m)                       GP(       ) 4 1
 RD1727  NAD 83(1991)-  45 11 25.87866(N)    123 08 16.67574(W) AD(       ) 2
 RD1727  NAD 83(1986)-  45 11 25.90359(N)    123 08 16.68661(W) AD(       ) 2
 RD1727  NAD 27      -  45 11 26.48293(N)    123 08 12.31480(W) AD(       ) 2
 RD1727  NGVD 29 (07/19/86)   47.52   (m)          155.9    (f) LEVELING    3  
 RD1727
 RD1727.Superseded values are not recommended for survey control.
 RD1727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1727.See file dsdata.txt to determine how the superseded data were derived.
 RD1727
 RD1727_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR8916204125(NAD 83)
 RD1727_MARKER: DD = SURVEY DISK
 RD1727_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RD1727_SP_SET: TAXIWAY
 RD1727_STAMPING: ARP
 RD1727_MARK LOGO: OR1260
 RD1727_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD1727_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD1727_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD1727+SATELLITE: SATELLITE OBSERVATIONS - October 16, 1997
 RD1727
 RD1727  HISTORY     - Date     Condition        Report By
 RD1727  HISTORY     - 1968     MONUMENTED       OR1260
 RD1727  HISTORY     - 19920615 GOOD             NGS
 RD1727  HISTORY     - 19960824 GOOD             CHANCE
 RD1727  HISTORY     - 19971016 GOOD             NGS
 RD1727
 RD1727                          STATION DESCRIPTION
 RD1727
 RD1727'DESCRIBED BY CITY OF MCMINNVILLE OREGON 1968 (LDF)
 RD1727'THE STATION IS LOCATED ON THE MC MINNVILLE MUNICIPAL AIRPORT.  IT
 RD1727'IS IN THE SW 1/4 SECTION 26, R-4-W, T-4-S.
 RD1727'
 RD1727'TO REACH THE STATION FROM THE ENTRANCE TO THE AIRPORT AND
 RD1727'STATE HIGHWAY 18, GO SOUTH ON THE AIRPORT ROAD FOR 0.15 MILE TO
 RD1727'THE HANGERS.  BEAR RIGHT AND GO WEST APPROXIMATELY 200 FEET, TURN
 RD1727'RIGHT AND GO SOUTH PASSING BETWEEN HANGERS FOR 200 FEET TO A TAXI
 RD1727'STRIP.  TURN RIGHT AND GO SOUTHWEST ALONG TAXI STRIP FOR 0.45
 RD1727'MILE TO THE MAIN RUNWAY.  CROSS THE RUNWAY AND GO SOUTHEAST ON
 RD1727'THE TAXI STRIP FOR 0.35 MILE TO THE STATION ON THE RIGHT.
 RD1727'PERMISSION MUST BE OBTAINED FROM THE AIRPORT MANAGER BEFORE
 RD1727'ENTERING THE TAXI STRIP.
 RD1727'
 RD1727'THE STATION IS A CITY OF MC MINNVILLE SURVEY DISK STAMPED
 RD1727'A.R.P. 1968.  IT IS IN THE CENTER OF THE TAXI STRIP.  IT IS 86
 RD1727'FEET NORTHEAST OF THE WITNESS POST, 26 FEET EAST OF THE WEST EDGE
 RD1727'OF THE TAXI STRIP AND 25 FEET WEST OF THE EAST EDGE OF THE TAXI
 RD1727'STRIP.
 RD1727'
 RD1727'TRIANGULATION STATION PORTAL IS A STANDARD DISK STAMPED PORTAL
 RD1727'1972, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 RD1727'THAT IS FLUSH WITH THE GROUND.  IT IS 54 FEET WEST OF THE WEST EDGE
 RD1727'OF THE TAXI STRIP, AND 4.9 FEET NORTHWEST OF A METAL WITNESS POST.
 RD1727'
 RD1727'THE ABOVE TRAVERSE IS A SEA LEVEL MEASUREMENT.
 RD1727
 RD1727                          STATION RECOVERY (1992)
 RD1727
 RD1727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 RD1727'THE STATION IS ON MCMINNVILLE MUNI AIRPORT APPROXIMATELY HALFWAY DOWN
 RD1727'THE NORTHWEST SOUTHEAST TAXIWAY.  THE STATION IS ON THE CENTERLINE OF
 RD1727'THE TAXIWAY 100 FT (30.5 M) SOUTHEAST OF THE LETTER M IN MCMINNVILLE,
 RD1727'85.02 FT (25.91 M) NORTHEAST OF PORTAL 1972 77.25 FT (23.55 M) NORTH
 RD1727'OF PORTAL RM 1.  THE STATION IS A MCMINNVILLE CITY SURVEY DISK
 RD1727'STAMPED---ARP 1968---, AND CEMENTED IN THE CENTER OF THE TAXIWAY.
 RD1727'NOTE, QUAD 451232 STA 1006.
 RD1727
 RD1727                          STATION RECOVERY (1996)
 RD1727
 RD1727'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 RD1727'THE STATION IS LOCATED ABOUT 13.5 MILES (21.7 KM) WEST OF WOODBURN,
 RD1727'3.5 MILES (5.6 KM) SOUTHEAST OF MCMINVILLE AND 3.5 MILES (5.6 KM)
 RD1727'SOUTHWEST OF DAYTON AT THE MCMINVILLE MUNICIPAL AIRPORT, GALEN MCBEE -
 RD1727'AIRPORT MANAGER, PHONE 503-434-7315  TO REACH THE STATION FROM THE
 RD1727'JUNCTION OF STATE HIGHWAY 221 AND STATE HIGHWAY 18 (ALSO SH 233) ,
 RD1727'SOUTHWEST OF DAYTON, PROCEED SOUTHWEST ON SH 18 3.35 MILES (5.39 KM)
 RD1727'TO S.E.  CIRRUS AVENUE (AIRPORT ENTRANCE) ON THE LEFT, TURN LEFT AND
 RD1727'FOLLOW SE CIRRUS AVE SOUTHAND WEST 0.2 MILES (0.3 KM) TO A SECURITY
 RD1727'GATE, OBTAIN PERMISSION, PROCEED WEST THROUGH THE GATE AND TURN
 RD1727'IMMEDIATELY LEFT, PROCEED SOUTH 0.1 MILES (0.2 KM) ACROSS THE RAMP TO
 RD1727'THE JUNCTION WITH TAXIWAY A, TURN RIGHT AND PROCEED SOUTHWEST 0.25
 RD1727'MILES (0.40 KM) ON TAXIWAY A TO TAXIWAY A3, TURN LEFT AND FOLLOW
 RD1727'TAXIWAY A3 SOUTHWEST 0.1 MILES (0.2 KM) TO RUNWAY 4-22, CONTINUE
 RD1727'SOUTHEAST PROCEED ACROSS RUNWAY ONTO TAXIWAY D AND PROCEED SOUTHEAST
 RD1727'ON TAXIWAY D 0.35 MILES (0.56 KM) TO THE STATION SET IN THE CENTER OF
 RD1727'THE TAXIWAY  THE STATION IS CITY OF MCMINVILLE SURVEY DISK SET IN THE
 RD1727'CENTER OF THE PAVED TAXIWAY, SET FLUSH WITH THE PAVEMENT.  THE STATION
 RD1727'IS LOCATED 25.95 M (85.14 FT) NORTH OF SURVEY MONUMENT PORTAL, 23.55 M
 RD1727'(77.26 FT) NORTHWEST OF PORTAL RM 1, 0.7 M (2.3 FT) NORTHEAST OF THE
 RD1727'PAINTED CENTERLINE OF THE TAXIWAY, 32.6 M (107.0 FT) SOUTHEAST OF A
 RD1727'DRAIN INLET AND 15.35 M (50.36 FT) WEST OF A SECOND DRAIN INLET
 RD1727
 RD1727                          STATION RECOVERY (1997)
 RD1727
 RD1727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 RD1727'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AC7321 ***********************************************************************
 AC7321  PACS        -  This is a Primary Airport Control Station.
 AC7321  DESIGNATION -  ARP 1957
 AC7321  PID         -  AC7321
 AC7321  STATE/COUNTY-  OR/BENTON
 AC7321  USGS QUAD   -  GREENBERRY (1975)
 AC7321
 AC7321                         *CURRENT SURVEY CONTROL
 AC7321  ___________________________________________________________________
 AC7321* NAD 83(2007)-  44 29 51.88360(N)    123 17 11.10650(W)     ADJUSTED  
 AC7321* NAVD 88     -        75.29   (meters)     247.0    (feet)  GPS OBS   
 AC7321  ___________________________________________________________________
 AC7321  EPOCH DATE  -        2007.00
 AC7321  X           -  -2,500,950.896 (meters)                     COMP
 AC7321  Y           -  -3,809,301.334 (meters)                     COMP
 AC7321  Z           -   4,447,746.339 (meters)                     COMP
 AC7321  LAPLACE CORR-          -5.22  (seconds)                    DEFLEC99
 AC7321  ELLIP HEIGHT-          52.568 (meters)          (02/10/07) ADJUSTED
 AC7321  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 AC7321
 AC7321  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AC7321  Type    PID    Designation                      North   East  Ellip
 AC7321  -------------------------------------------------------------------
 AC7321  NETWORK AC7321 ARP 1957                          0.45   0.31   1.33
 AC7321  -------------------------------------------------------------------
 AC7321
 AC7321.This mark is at Corvallis Municipal Airport (CVO)
 AC7321
 AC7321.The horizontal coordinates were established by GPS observations
 AC7321.and adjusted by the National Geodetic Survey in February 2007.
 AC7321
 AC7321.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AC7321.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AC7321.The horizontal coordinates are valid at the epoch date displayed above.
 AC7321.The epoch date for horizontal control is a decimal equivalence
 AC7321.of Year/Month/Day.
 AC7321
 AC7321.The orthometric height was determined by GPS observations and a
 AC7321.high-resolution geoid model.
 AC7321
 AC7321.GPS derived orthometric heights for airport stations designated as
 AC7321.PACS or SACS are published to 2 decimal places.  This maintains
 AC7321.centimeter relative accuracy between the PACS and SACS.  It does
 AC7321.not indicate centimeter accuracy relative to other marks which are
 AC7321.part of the NAVD 88 network.
 AC7321
 AC7321.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7321
 AC7321.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7321
 AC7321.The ellipsoidal height was determined by GPS observations
 AC7321.and is referenced to NAD 83.
 AC7321
 AC7321.The geoid height was determined by GEOID03.
 AC7321
 AC7321;                    North         East     Units Scale Factor Converg.
 AC7321;SPC OR N     -    96,172.944 2,278,441.027   MT  0.99996265   -1 58 33.9
 AC7321;SPC OR N     -   315,528.03  7,475,200.22   iFT  0.99996265   -1 58 33.9
 AC7321;UTM  10      - 4,927,198.639   477,229.497   MT  0.99960638   -0 12 02.7
 AC7321
 AC7321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7321!SPC OR N     -   0.99999176  x   0.99996265  =   0.99995441
 AC7321!UTM  10      -   0.99999176  x   0.99960638  =   0.99959814
 AC7321
 AC7321                          SUPERSEDED SURVEY CONTROL
 AC7321
 AC7321  NAD 83(1998)-  44 29 51.88004(N)    123 17 11.10822(W) AD(       ) B
 AC7321  ELLIP H (07/02/01)   52.607  (m)                       GP(       ) 3 2
 AC7321  NAD 83(1998)-  44 29 51.88002(N)    123 17 11.10823(W) AD(       ) B
 AC7321  ELLIP H (07/02/97)   52.609  (m)                       GP(       ) 3 1
 AC7321
 AC7321.Superseded values are not recommended for survey control.
 AC7321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7321.See file dsdata.txt to determine how the superseded data were derived.
 AC7321
 AC7321_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ7722927199(NAD 83)
 AC7321_MARKER: DT = TOPOGRAPHIC STATION DISK
 AC7321_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AC7321_SP_SET: CONCRETE FOUNDATION
 AC7321_STAMPING: ARP 1957
 AC7321_MARK LOGO: CGS   
 AC7321_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7321+STABILITY: SURFACE MOTION
 AC7321_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7321+SATELLITE: SATELLITE OBSERVATIONS - October 30, 1997
 AC7321
 AC7321  HISTORY     - Date     Condition        Report By
 AC7321  HISTORY     - 1957     MONUMENTED       CGS
 AC7321  HISTORY     - 19890615 GOOD             NGS
 AC7321  HISTORY     - 19960828 GOOD             CHANCE
 AC7321  HISTORY     - 19971030 GOOD             NGS
 AC7321
 AC7321                          STATION DESCRIPTION
 AC7321
 AC7321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 AC7321'THIS STATION IS LOCATED AT THE GEOMETRIC CENTER OF THE CORVALLIS MUNI
 AC7321'AIRPORT, IN THE GRASS TRIANGULAR AREA FORMED BY THE THREE RUNWAYS. IT
 AC7321'IS 1960 FT (597.4 M) SOUTHEAST OF THE CENTERLINE INTERSECTION OF
 AC7321'RUNWAYS 17-35 AND 9-27, 1875 FT (571.5 M) WEST OF THE INTERSECTION OF
 AC7321'RUNWAYS 21 (CLOSED) AND 27, 900 FT (274.3 M) SOUTH-SOUTHWEST OF THE
 AC7321'CENTERLINE INTERSECTION OF RUNWAY 9-27 AND THE SOUTHWEST TAXIWAY
 AC7321'LEADING FROM THE RAMP.  THE MARK IS SET IN THE TOP AND CENTER OF AN
 AC7321'OLD CONCRETE WIND T BASE AND IN THE CENTER OF A CONCRETE CIRCLE, THE
 AC7321'POST PROJECTS 30 INCHES AND IS 20 INCHES SQUARE, THE MARK IS
 AC7321'STAMPED---ARP 1957---.
 AC7321
 AC7321                          STATION RECOVERY (1996)
 AC7321
 AC7321'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 AC7321'THE STATION IS LOCATED ABOUT 33.5 MILES (53.9 KM) NORTH OF EUGENE, 14
 AC7321'MILES (22.5 KM) SOUTHWEST OF ALBANY AND 5 MILES (8.0 KM) SOUTH OF
 AC7321'CORVALLIS AT THE CORVALLIS MUNICIPAL AIRPORT, JACK BARROW - AIRPORT
 AC7321'MANAGER, PHONE 541-757-6783 OR 541-757-6916  TO REACH THE STATION FROM
 AC7321'THE JUNCTION OF STATE HIGHWAY 34 AND STATE HIGHWAY 99 W IN SOUTH
 AC7321'CORVALLIS, PROCEED SOUTH ON SH 99W 3.3 MILES (5.3 KM) TO AIRPORT
 AC7321'AVENUE ON THE RIGHT, TURN RIGHT AND PROCEED WEST ON AIRPORT AVE 0.75
 AC7321'MILES (1.21 KM) TO A DRIVEWAY LEADING SOUTH TO BERTEA AVIATION HANGAR,
 AC7321'TURN LEFT AND PROCEED SOUTH 0.3 MILES (0.5 KM) TO A GATE AT THE
 AC7321'NORTHWEST CORNER OF BERTEA AVIATION INC HANGAR.  PROCEED SOUTHWEST
 AC7321'THROUGH THE GATE AND ACROSS THE RAMP AREA 0.1 MILES (0.2 KM) TO THE
 AC7321'JUNCTION WITH TAXIWAY A, TURN LEFT AND PROCEED EAST ON TAXIWAY A 0.1
 AC7321'MILES (0.2 KM) TO TAXIWAY B ON THE RIGHT, TURN RIGHT AND PROCEED SOUTH
 AC7321'ACROSS RUNWAY 9-27 AND FOLLOW TAXIWAY B SOUTH AND SOUTHWEST 0.2 MILES
 AC7321'(0.3 KM) NEAR THE WIND SOCK AND SEGMENTED CIRCLE ON THE RIGHT, TURN
 AC7321'LEFT AND PROCEED SOUTH ACROSS THE OPEN FIELD 0.1 MILES (0.2 KM) TO AN
 AC7321'UNCULTIVATED AREA AND THE STATION IN THE CENTER OF THE UNCULTIVATED
 AC7321'AREA SET IN THE TOP OF A CONCRETE BLOCK FOUNDATION  THE STATION IS A
 AC7321'STANDARD US COAST AND GEODETIC SURVEY TRIANGULATION STATION DISK SET
 AC7321'IN THE TOP OF A 0.5 M (1.6 FT) SQUARE CONCRETE FOUNDATION WHICH
 AC7321'PROJECTS APPROXIMATELY 0.75 M (2.46 FT) ABOVE THE GROUND.  THE STATION
 AC7321'IS LOCATED 163.2 M (535.4 FT) SOUTHEAST OF THE WINDSOCK, 132.0 M
 AC7321'(433.1 FT) SOUTHEAST OF THE CENTERLINE OF TAXIWAY B, 123.6 M (405.5
 AC7321'FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A RUN-UP AREA, 23.5 M (77.1
 AC7321'FT) WEST OF THE PROJECTED CENTERLINE OF THE NORTH-SOUTH SECTION OF
 AC7321'TAXIWAY B, 10.2 M (33.5 FT) EAST OF A SQUARE ABANDONED FOUNDATION WITH
 AC7321'FOUR BOLTS AND 0.5 M (1.6 FT) SOUTHEAST OF A CARSONITE WITNESS POST
 AC7321'THE STATION IS DESIGNATED AS A PRIMARY AIRPORT CONTROL STATION (PACS)
 AC7321'- OREGON ANA SURVEYS 1996
 AC7321
 AC7321                          STATION RECOVERY (1997)
 AC7321
 AC7321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AC7321'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AC7351 ***********************************************************************
 AC7351  SACS        -  This is a Secondary Airport Control Station.
 AC7351  DESIGNATION -  ARP 2 1970 ONO
 AC7351  PID         -  AC7351
 AC7351  STATE/COUNTY-  OR/MALHEUR
 AC7351  USGS QUAD   -  MALHEUR BUTTE (1974)
 AC7351
 AC7351                         *CURRENT SURVEY CONTROL
 AC7351  ___________________________________________________________________
 AC7351* NAD 83(2007)-  44 01 17.26204(N)    117 00 48.56566(W)     ADJUSTED  
 AC7351* NAVD 88     -       667.87   (meters)    2191.2    (feet)  GPS OBS   
 AC7351  ___________________________________________________________________
 AC7351  EPOCH DATE  -        2007.00
 AC7351  X           -  -2,086,726.405 (meters)                     COMP
 AC7351  Y           -  -4,093,048.430 (meters)                     COMP
 AC7351  Z           -   4,410,258.418 (meters)                     COMP
 AC7351  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 AC7351  ELLIP HEIGHT-         650.046 (meters)          (02/10/07) ADJUSTED
 AC7351  GEOID HEIGHT-         -17.81  (meters)                     GEOID03
 AC7351
 AC7351  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AC7351  Type    PID    Designation                      North   East  Ellip
 AC7351  -------------------------------------------------------------------
 AC7351  NETWORK AC7351 ARP 2 1970 ONO                    0.61   0.45   1.67
 AC7351  -------------------------------------------------------------------
 AC7351
 AC7351.This mark is at Ontario Municipal Airport (ONO)
 AC7351
 AC7351.The horizontal coordinates were established by GPS observations
 AC7351.and adjusted by the National Geodetic Survey in February 2007.
 AC7351
 AC7351.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AC7351.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AC7351.The horizontal coordinates are valid at the epoch date displayed above.
 AC7351.The epoch date for horizontal control is a decimal equivalence
 AC7351.of Year/Month/Day.
 AC7351
 AC7351.The orthometric height was determined by GPS observations and a
 AC7351.high-resolution geoid model.
 AC7351
 AC7351.GPS derived orthometric heights for airport stations designated as
 AC7351.PACS or SACS are published to 2 decimal places.  This maintains
 AC7351.centimeter relative accuracy between the PACS and SACS.  It does
 AC7351.not indicate centimeter accuracy relative to other marks which are
 AC7351.part of the NAVD 88 network.
 AC7351
 AC7351.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7351
 AC7351.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7351
 AC7351.The ellipsoidal height was determined by GPS observations
 AC7351.and is referenced to NAD 83.
 AC7351
 AC7351.The geoid height was determined by GEOID03.
 AC7351
 AC7351;                    North         East     Units Scale Factor Converg.
 AC7351;SPC OR S     -   267,406.296 1,779,459.641   MT  1.00000553   +2 23 07.0
 AC7351;SPC OR S     -   877,317.24  5,838,122.18   iFT  1.00000553   +2 23 07.0
 AC7351;UTM  11      - 4,874,256.635   498,918.804   MT  0.99960001   -0 00 33.7
 AC7351
 AC7351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7351!SPC OR S     -   0.99989808  x   1.00000553  =   0.99990361
 AC7351!UTM  11      -   0.99989808  x   0.99960001  =   0.99949813
 AC7351
 AC7351                          SUPERSEDED SURVEY CONTROL
 AC7351
 AC7351  NAD 83(1998)-  44 01 17.26161(N)    117 00 48.56522(W) AD(       ) 1
 AC7351  ELLIP H (07/02/01)  650.061  (m)                       GP(       ) 3 2
 AC7351  NAD 83(1998)-  44 01 17.26161(N)    117 00 48.56522(W) AD(       ) 1
 AC7351  ELLIP H (07/02/97)  650.061  (m)                       GP(       ) 3 1
 AC7351
 AC7351.Superseded values are not recommended for survey control.
 AC7351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7351.See file dsdata.txt to determine how the superseded data were derived.
 AC7351
 AC7351_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ9891974257(NAD 83)
 AC7351_MARKER: DT = TOPOGRAPHIC STATION DISK
 AC7351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7351_STAMPING: ARP 2 1970 ONO
 AC7351_MARK LOGO: CGS   
 AC7351_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7351+STABILITY: SURFACE MOTION
 AC7351_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7351+SATELLITE: SATELLITE OBSERVATIONS - October 26, 1997
 AC7351
 AC7351  HISTORY     - Date     Condition        Report By
 AC7351  HISTORY     - 1970     MONUMENTED       CGS
 AC7351  HISTORY     - 19890615 GOOD             NGS
 AC7351  HISTORY     - 19960913 GOOD             CHANCE
 AC7351  HISTORY     - 19971026 GOOD             NGS
 AC7351
 AC7351                          STATION DESCRIPTION
 AC7351
 AC7351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 AC7351'THE STATION IS LOCATED IN THE APPROXIMATE GEOMETRIC CENTER OF THE
 AC7351'ONTARIO MUNI AIRPORT, 111.7 FT (34.0 M) SOUTH OF THE SOUTH EDGE OF AN
 AC7351'EAST WEST TAXIWAY, 88.3 FT (26.9 M) EAST OF THE EAST EDGE OF RUNWAY
 AC7351'14-32, 62.0 FT (18.9 M) WEST OF THE WEST EDGE OF A NORTH SOUTH TAXIWAY
 AC7351'AND 12.8 FT (3.9 M) NORTHWEST OF THE CENTER OF A SQUARE WOOD DRAIN
 AC7351'GRATE.  THE STATION IS A STANDARD TOPOGRAPHIC DISK STAMPED---ARP 2
 AC7351'1970 ONO---, AND SET IN THE TOP OF A CONCRETE POST 2 INCHES BELOW THE
 AC7351'GROUND.
 AC7351
 AC7351                          STATION RECOVERY (1996)
 AC7351
 AC7351'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 AC7351'THE STATION IS LOCATED ABOUT 67 MILES (107.8 KM) SOUTHEAST OF BAKER
 AC7351'CITY, 16.5 MILES (26.6 KM) SOUTH OF WEISER AND 2 MILES (3.2 KM) WEST
 AC7351'OF ONTARIO AT THE ONTARIO MUNICIPAL AIRPORT, HAL SCHILLING - CITY
 AC7351'MANAGER, PHONE 541-889-7684  TO REACH THE STATION FROM THE JUNCTION OF
 AC7351'STATE HIGHWAY 201 AND INTERSTATE 84 (EXIT 374) , FOLLOW SH 201 SOUTH
 AC7351'AND WEST AS IT WINDS THROUGH ONTARIO 4.15 MILES (6.68 KM) TO SOUTHWEST
 AC7351'4TH AVENUE ON THE RIGHT, TURN RIGHT AND CONTINUE WEST ON SW 4TH AVE
 AC7351'0.35 MILES (0.56 KM) TO SOUTHWEST 33RD STREET ON THE LEFT, TURN LEFT
 AC7351'AND PROCEED SOUTH ON SW 33RD ST 0.15 MILES (0.24 KM) ONTO THE AIRPORT
 AC7351'PARKING RAMP, TURN RIGHT AND PROCEED WEST ON THE RAMP 0.1 MILES (0.2
 AC7351'KM) TO THE MAIN TAXIWAY, TURN LEFT AND PROCEED SOUTHEAST 0.1 MILES
 AC7351'(0.2 KM) TO THE STATION ON THE RIGHT  THE STATION IS A STANDARD US
 AC7351'COAST AND GEODETIC SURVEY TOPOGRAPHIC STATION DISK SET IN THE TOP OF A
 AC7351'SQUARE CONCRETE MONUMENT, SET FLUSH WITH THE GROUND.  THE STATION IS
 AC7351'LOCATED 65.25 M (214.07 FT) EAST OF THE FIRST RUNWAY LIGHT SOUTHEAST
 AC7351'OF THE ABANDONED RUNWAY, 31.8 M (104.3 FT) NORTHEAST OF THE 2ND RUNWAY
 AC7351'LIGHT SOUTHEAST OF THE ABANDONED RUNWAY, 70.95 M (232.78 FT) NORTHWEST
 AC7351'OF THE THIRD RUNWAY LIGHT SOUTHEAST OF THE ABANDONED RUNWAY, 24.7 M
 AC7351'(81.0 FT) SOUTHWEST OF THE CENTERLINE OF THE TAXIWAY, 43.2 M (141.7
 AC7351'FT) SOUTH OF THE CENTERLINE-CENTERLINE INTERSECTION OF TAXIWAYS AND
 AC7351'3.95 M (12.96 FT) WEST OF THE CENTER OF A WOODEN DRAIN INLET  THE
 AC7351'STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION (SACS) -
 AC7351'OREGON ANA SURVEYS 1996
 AC7351
 AC7351                          STATION RECOVERY (1997)
 AC7351
 AC7351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AC7351'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AC7365 ***********************************************************************
 AC7365  SACS        -  This is a Secondary Airport Control Station.
 AC7365  DESIGNATION -  ARP 2 HIO
 AC7365  PID         -  AC7365
 AC7365  STATE/COUNTY-  OR/WASHINGTON
 AC7365  USGS QUAD   -  HILLSBORO (1990)
 AC7365
 AC7365                         *CURRENT SURVEY CONTROL
 AC7365  ___________________________________________________________________
 AC7365* NAD 83(2007)-  45 32 23.28663(N)    122 57 00.37216(W)     ADJUSTED  
 AC7365* NAVD 88     -        61.09   (meters)     200.4    (feet)  GPS OBS   
 AC7365  ___________________________________________________________________
 AC7365  EPOCH DATE  -        2007.00
 AC7365  X           -  -2,433,989.132 (meters)                     COMP
 AC7365  Y           -  -3,755,169.963 (meters)                     COMP
 AC7365  Z           -   4,529,595.978 (meters)                     COMP
 AC7365  LAPLACE CORR-          -3.65  (seconds)                    DEFLEC99
 AC7365  ELLIP HEIGHT-          38.233 (meters)          (02/10/07) ADJUSTED
 AC7365  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 AC7365
 AC7365  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AC7365  Type    PID    Designation                      North   East  Ellip
 AC7365  -------------------------------------------------------------------
 AC7365  NETWORK AC7365 ARP 2 HIO                         0.41   0.27   0.94
 AC7365  -------------------------------------------------------------------
 AC7365
 AC7365.This mark is at Portland-Hillsboro Airport (HIO)
 AC7365
 AC7365.The horizontal coordinates were established by GPS observations
 AC7365.and adjusted by the National Geodetic Survey in February 2007.
 AC7365
 AC7365.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AC7365.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AC7365.The horizontal coordinates are valid at the epoch date displayed above.
 AC7365.The epoch date for horizontal control is a decimal equivalence
 AC7365.of Year/Month/Day.
 AC7365
 AC7365.The orthometric height was determined by GPS observations and a
 AC7365.high-resolution geoid model.
 AC7365
 AC7365.GPS derived orthometric heights for airport stations designated as
 AC7365.PACS or SACS are published to 2 decimal places.  This maintains
 AC7365.centimeter relative accuracy between the PACS and SACS.  It does
 AC7365.not indicate centimeter accuracy relative to other marks which are
 AC7365.part of the NAVD 88 network.
 AC7365
 AC7365.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7365
 AC7365.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7365
 AC7365.The ellipsoidal height was determined by GPS observations
 AC7365.and is referenced to NAD 83.
 AC7365
 AC7365.The geoid height was determined by GEOID03.
 AC7365
 AC7365;                    North         East     Units Scale Factor Converg.
 AC7365;SPC OR N     -   211,048.773 2,308,685.126   MT  0.99991553   -1 44 15.3
 AC7365;SPC OR N     -   692,417.23  7,574,426.27   iFT  0.99991553   -1 44 15.3
 AC7365;UTM  10      - 5,042,919.599   503,895.516   MT  0.99960019   +0 02 08.2
 AC7365
 AC7365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7365!SPC OR N     -   0.99999401  x   0.99991553  =   0.99990954
 AC7365!UTM  10      -   0.99999401  x   0.99960019  =   0.99959420
 AC7365
 AC7365                          SUPERSEDED SURVEY CONTROL
 AC7365
 AC7365  NAD 83(1998)-  45 32 23.28420(N)    122 57 00.37323(W) AD(       ) 1
 AC7365  ELLIP H (07/02/01)   38.232  (m)                       GP(       ) 3 2
 AC7365  NAD 83(1998)-  45 32 23.28375(N)    122 57 00.37451(W) AD(       ) 1
 AC7365  ELLIP H (07/02/97)   38.252  (m)                       GP(       ) 3 1
 AC7365
 AC7365.Superseded values are not recommended for survey control.
 AC7365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7365.See file dsdata.txt to determine how the superseded data were derived.
 AC7365
 AC7365_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER0389642920(NAD 83)
 AC7365_MARKER: DD = SURVEY DISK
 AC7365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7365_STAMPING: ARP 2 HIO 1976
 AC7365_MARK LOGO: NOS   
 AC7365_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7365+STABILITY: SURFACE MOTION
 AC7365_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7365+SATELLITE: SATELLITE OBSERVATIONS - October 30, 1997
 AC7365
 AC7365  HISTORY     - Date     Condition        Report By
 AC7365  HISTORY     - 1976     MONUMENTED       NOS
 AC7365  HISTORY     - 19900615 GOOD             NGS
 AC7365  HISTORY     - 19960820 GOOD             CHANCE
 AC7365  HISTORY     - 19971030 GOOD             NGS
 AC7365
 AC7365                          STATION DESCRIPTION
 AC7365
 AC7365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 AC7365'THE STATION IS LOCATED AT THE PORTLAND HILLISBORO AIRPORT NW OF THE
 AC7365'INTERSECTION RWYS 2/20 AND 12/30.  IT IS 155.8 FT (47.5 M) NW OF THE
 AC7365'CENTERLINE OF THE FIRST TAXIWAY NW OF THE RUNWAY INTERSECTION AND
 AC7365'PERPENDICULAR TO RWY 12/30, 109.9 FT (33.5 M) SW OF THE SW EDGE RWY
 AC7365'12/30, 92.2 FT (28.1 M) WSW OF THE MOST SOUTHWESTERLY TAXIWAY LIGHT OF
 AC7365'A PAIR, 121.6 FT (37.1 M) NW OF A TAXIWAY LIGHT CLOSEST TO A HOLD BAR
 AC7365'ON THE TAXIWAY, 41.8 FT (12.7 M) NORTH OF THE NORTH CORNER OF A
 AC7365'CONCRETE DRAIN.  THE STATION IS A STANDARD NOS DISK SET IN A CONCRETE
 AC7365'MONUMENT ABOUT 1 FT (0.3 M) BELOW THE GROUND AND STAMPED---ARP 2 HIO
 AC7365'1976---.
 AC7365
 AC7365                          STATION RECOVERY (1996)
 AC7365
 AC7365'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 AC7365'THE STATION IS LOCATED ABOUT 7.5 MILES (12.1 KM) EAST OF FOREST GROVE,
 AC7365'4.5 MILES (7.2 KM) SOUTHEAST OF NORTH PLAINS IN NORTHEAST HILLSBORO,
 AC7365'AT THE HILLSBORO AIRPORT, JOHN NEWELL - AIRPORT OPERATIONS MANAGER,
 AC7365'PHONE 503-335-1125  TO REACH THE STATION FROM THE INTERSECTION OF
 AC7365'CORNELIUS PASS ROAD ROAD AND US HIGHWAY 26 (EXIT 62) NORTHEAST OF
 AC7365'HILLSBORO, PROCEED SOUTH ON CORNELIUS PASS RD 1.0 MILES (1.6 KM) TO
 AC7365'NORTHWEST CORNELL ROAD, TURN RIGHT AND PROCEED WEST ON NW CORNELL RD
 AC7365'3.0 MILES (4.8 KM) TO NE 25TH AVENUE, TURN RIGHT AND PROCEED NORTH 0.6
 AC7365'MILES (1.0 KM) TO NE GRIFFIN OAKS STREET, TURN RIGHT AND PROCEED EAST
 AC7365'0.2 MILES (0.3 KM) TO GATE -W27- ON THE RIGHT, TURN RIGHT AND PROCEED
 AC7365'SOUTH THROUGH THE GATE 0.2 MILES (0.3 KM) TO A ROAD ON THE LEFT
 AC7365'LEADING EAST BETWEEN HANGAR BUILDINGS, TURN LEFT AND PROCEED EAST 0.2
 AC7365'MILES (0.3 KM) TO JUNCTION WITH TAXIWAY C, TURN LEFT AND PROCEED
 AC7365'NORTHEAST 0.05 MILES (0.08 KM) TO THE INTERSECTION OF TAXIWAY A AND
 AC7365'TAXIWAY C, TURN LEFT AND PROCEED NORTHWEST ON TAXIWAY A 0.15 MILES
 AC7365'(0.24 KM) TO THE STATION ON THE RIGHT, NORTHWEST OF TAXIWAY A4 BETWEEN
 AC7365'TAXIWAY A AND THE RUNWAY  THE STATION IS A STANDARD NOS SURVEY DISK
 AC7365'SET IN THE TOP OF A ROUND CONCRETE MONUMENT, RECESSED 20 CM BELOW THE
 AC7365'GROUND.  THE STATION IS LOCATED 13.05 M (42.81 FT) NORTH OF A ROUND
 AC7365'DRAIN INLET, 38.0 M (124.7 FT) EAST OF A LARGE DRAIN INLET, 28.5 M
 AC7365'(93.5 FT) NORTHWEST OF THE NORTHERN END OF A -HOLD SHORT SIGN-, 25.75
 AC7365'M (84.48 FT) SOUTHWEST OF A RUNWAY SIGN INDICATING -TAXIWAY A4-, 40.75
 AC7365'M (133.69 FT) SOUTH OF THE FIRST RUNWAY LIGHT NORTH OF TAXIWAY A4  THE
 AC7365'STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION (SACS) -
 AC7365'OREGON ANA SURVEYS 1996
 AC7365
 AC7365                          STATION RECOVERY (1997)
 AC7365
 AC7365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AC7365'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION, 48.2 M (158.1 FT)
 AC7365'NORTHWEST OF THE CENTERLINE OF TAXIWAY A4.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AC7373 ***********************************************************************
 AC7373  SACS        -  This is a Secondary Airport Control Station.
 AC7373  DESIGNATION -  ARP 3 SLE
 AC7373  PID         -  AC7373
 AC7373  STATE/COUNTY-  OR/MARION
 AC7373  USGS QUAD   -  SALEM WEST (1986)
 AC7373
 AC7373                         *CURRENT SURVEY CONTROL
 AC7373  ___________________________________________________________________
 AC7373* NAD 83(2007)-  44 54 35.31510(N)    123 00 09.12759(W)     ADJUSTED  
 AC7373* NAVD 88     -        60.59   (meters)     198.8    (feet)  GPS OBS   
 AC7373  ___________________________________________________________________
 AC7373  EPOCH DATE  -        2007.00
 AC7373  X           -  -2,464,495.728 (meters)                     COMP
 AC7373  Y           -  -3,794,622.994 (meters)                     COMP
 AC7373  Z           -   4,480,282.098 (meters)                     COMP
 AC7373  LAPLACE CORR-          -3.42  (seconds)                    DEFLEC99
 AC7373  ELLIP HEIGHT-          37.595 (meters)          (02/10/07) ADJUSTED
 AC7373  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 AC7373
 AC7373  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AC7373  Type    PID    Designation                      North   East  Ellip
 AC7373  -------------------------------------------------------------------
 AC7373  NETWORK AC7373 ARP 3 SLE                         0.78   0.53   2.41
 AC7373  -------------------------------------------------------------------
 AC7373
 AC7373.This mark is at Mcnary Field Airport (SLE)
 AC7373
 AC7373.The horizontal coordinates were established by GPS observations
 AC7373.and adjusted by the National Geodetic Survey in February 2007.
 AC7373
 AC7373.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AC7373.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AC7373.The horizontal coordinates are valid at the epoch date displayed above.
 AC7373.The epoch date for horizontal control is a decimal equivalence
 AC7373.of Year/Month/Day.
 AC7373
 AC7373.The orthometric height was determined by GPS observations and a
 AC7373.high-resolution geoid model.
 AC7373
 AC7373.GPS derived orthometric heights for airport stations designated as
 AC7373.PACS or SACS are published to 2 decimal places.  This maintains
 AC7373.centimeter relative accuracy between the PACS and SACS.  It does
 AC7373.not indicate centimeter accuracy relative to other marks which are
 AC7373.part of the NAVD 88 network.
 AC7373
 AC7373.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7373
 AC7373.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7373
 AC7373.The ellipsoidal height was determined by GPS observations
 AC7373.and is referenced to NAD 83.
 AC7373
 AC7373.The geoid height was determined by GEOID03.
 AC7373
 AC7373;                    North         East     Units Scale Factor Converg.
 AC7373;SPC OR N     -   141,199.931 2,302,424.114   MT  0.99990474   -1 46 29.1
 AC7373;SPC OR N     -   463,254.37  7,553,884.89   iFT  0.99990474   -1 46 29.1
 AC7373;UTM  10      - 4,972,931.489   499,799.855   MT  0.99960000   -0 00 06.4
 AC7373
 AC7373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7373!SPC OR N     -   0.99999411  x   0.99990474  =   0.99989885
 AC7373!UTM  10      -   0.99999411  x   0.99960000  =   0.99959411
 AC7373
 AC7373                          SUPERSEDED SURVEY CONTROL
 AC7373
 AC7373  NAD 83(1998)-  44 54 35.31249(N)    123 00 09.12917(W) AD(       ) 1
 AC7373  ELLIP H (07/02/01)   37.623  (m)                       GP(       ) 3 2
 AC7373  NAD 83(1998)-  44 54 35.31242(N)    123 00 09.12922(W) AD(       ) 1
 AC7373  ELLIP H (07/02/97)   37.629  (m)                       GP(       ) 3 1
 AC7373
 AC7373.Superseded values are not recommended for survey control.
 AC7373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7373.See file dsdata.txt to determine how the superseded data were derived.
 AC7373
 AC7373_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ9980072931(NAD 83)
 AC7373_MARKER: DT = TOPOGRAPHIC STATION DISK
 AC7373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7373_STAMPING: ARP 3 1972 SLE
 AC7373_MARK LOGO: CGS   
 AC7373_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7373+STABILITY: SURFACE MOTION
 AC7373_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7373+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2003
 AC7373
 AC7373  HISTORY     - Date     Condition        Report By
 AC7373  HISTORY     - 1972     MONUMENTED       CGS
 AC7373  HISTORY     - 19920615 GOOD             NGS
 AC7373  HISTORY     - 19960826 GOOD             CHANCE
 AC7373  HISTORY     - 19971021 GOOD             NGS
 AC7373  HISTORY     - 20030709 GOOD             NGS
 AC7373
 AC7373                          STATION DESCRIPTION
 AC7373
 AC7373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 AC7373'THE STATION IS LOCATED NEAR MIDFIELD, 21.2 FT (6.5 M) W OF DRAIN
 AC7373'GRATING, 149.9 FT (45.7 M) SW OF THE SW EDGE OF RUNWAY 13-31, 155.2 FT
 AC7373'(47.3 M) E OF E EDGE OF RUNWAY 16-34, AND 242.3 FT (73.9 M) N OF N
 AC7373'EDGE OF TAXIWAY.  THE STATION IS A STANDARD TOPOGRAPHIC DISK
 AC7373'STAMPED---ARP 3 1972 SLE---, SET IN THE TOP OF A CONCRETE MONUMENT
 AC7373'FLUSH WITH THE GROUND.
 AC7373
 AC7373                          STATION RECOVERY (1996)
 AC7373
 AC7373'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 AC7373'THE STATION IS LOCATED ABOUT 20 MILES (32.2 KM) NORTH OF ALBANY, 13
 AC7373'MILES (20.9 KM) WEST SOUTHWEST OF SILVERTON AND IN SOUTHEAST SALEM AT
 AC7373'MCNARY FIELD AIRPORT, RICHARD HAYDEN - CITY ADMINISTRATOR AND
 AC7373'TEMPORARY AIRPORT MANAGER, PHONE 503-588-6314  TO REACH THE STATION
 AC7373'FROM THE JUNCTION OF STATE HIGHWAY 22 AND INTERSTATE 5 (EXIT 253) IN
 AC7373'SALEM, PROCEED WEST ON SH 22 (MISSION ST) 1.15 MILES (1.85 KM) TO
 AC7373'INTERSECTION WITH 25TH STREET SOUTHEAST, TURN LEFT AND PROCEED SOUTH
 AC7373'ON 25TH ST SE 0.8 MILES (1.3 KM) TO AIRPORT ENTRANCE ROAD ON THE LEFT,
 AC7373'TURN LEFT AND PROCEED EAST 0.05 MILES (0.08 KM) TO GATE C BETWEEN THE
 AC7373'TOWER AND TERMINAL BUILDING, OBTAIN PERMISSION, PROCEED EAST THROUGH
 AC7373'THE GATE AND ACROSS THE RAMP 0.05 MILES (0.08 KM) TO THE EAST EDGE OF
 AC7373'THE RAMP, TURN RIGHT AND PROCEED SOUTH ALONG THE EAST EDGE OF THE RAMP
 AC7373'0.05 MILES (0.08 KM) TO JUNCTION WITH TAXIWAY J, TURN LEFT AND PROCEED
 AC7373'EAST ON TAXIWAY J ACROSS RUNWAY 16-34 0.15 MILES (0.24 KM) TO THE
 AC7373'STATION ON THE LEFT IN THE CENTER OF AN INFIELD TRIANGLE  THE STATION
 AC7373'IS A STANDARD US COAST AND GEODETIC SURVEY TOPOGRAPHIC STATION DISK
 AC7373'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT, SET FLUSH WITH THE
 AC7373'GROUND.  THE STATION IS LOCATED 45.6 M (149.6 FT) SOUTHWEST OF THE
 AC7373'SOUTHWEST EDGE OF RUNWAY 13-31, 73.85 M (242.29 FT) NORTH OF THE NORTH
 AC7373'EDGE OF TAXIWAY J, 47.3 M (155.2 FT) EAST OF THE EAST EDGE OF RUNWAY
 AC7373'16-34, 74.5 M (244.4 FT) SOUTHEAST OF THE EAST END OF A -HOLD SHORT-
 AC7373'SIGN MARKED -13-31-, 6.5 M (21.3 FT) WEST OF A DRAIN INLET  THE
 AC7373'STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION (SACS) -
 AC7373'OREGON ANA SURVEYS 1996
 AC7373
 AC7373                          STATION RECOVERY (1997)
 AC7373
 AC7373'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AC7373'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  THE ACTING AIRPORT
 AC7373'MANAGER IS THOMAS LONG, 2990 25TH ST SE, SALEM, OR 97302.  PHONE
 AC7373'503-588-6314.
 AC7373
 AC7373                          STATION RECOVERY (2003)
 AC7373
 AC7373'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (TGW)
 AC7373'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AC7338 ***********************************************************************
 AC7338  DESIGNATION -  ARP ONP 1975
 AC7338  PID         -  AC7338
 AC7338  STATE/COUNTY-  OR/LINCOLN
 AC7338  USGS QUAD   -  NEWPORT SOUTH (1984)
 AC7338
 AC7338                         *CURRENT SURVEY CONTROL
 AC7338  ___________________________________________________________________
 AC7338* NAD 83(2007)-  44 34 45.31686(N)    124 03 28.83613(W)     ADJUSTED  
 AC7338* NAVD 88     -        40.916  (meters)     134.24   (feet)  ADJUSTED  
 AC7338  ___________________________________________________________________
 AC7338  EPOCH DATE  -        2007.00
 AC7338  X           -  -2,548,449.686 (meters)                     COMP
 AC7338  Y           -  -3,769,992.892 (meters)                     COMP
 AC7338  Z           -   4,454,177.416 (meters)                     COMP
 AC7338  LAPLACE CORR-          16.83  (seconds)                    DEFLEC99
 AC7338  ELLIP HEIGHT-          16.955 (meters)          (02/10/07) ADJUSTED
 AC7338  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 AC7338  DYNAMIC HT  -          40.914 (meters)     134.23  (feet)  COMP
 AC7338
 AC7338  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AC7338  Type    PID    Designation                      North   East  Ellip
 AC7338  -------------------------------------------------------------------
 AC7338  NETWORK AC7338 ARP ONP 1975                      0.61   0.45   1.08
 AC7338  -------------------------------------------------------------------
 AC7338  MODELED GRAV-     980,587.4   (mgal)                       NAVD 88
 AC7338
 AC7338  VERT ORDER  -  FIRST     CLASS II
 AC7338
 AC7338.This mark is at Newport Municipal Airport (ONP)
 AC7338
 AC7338.The horizontal coordinates were established by GPS observations
 AC7338.and adjusted by the National Geodetic Survey in February 2007.
 AC7338
 AC7338.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AC7338.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AC7338.The horizontal coordinates are valid at the epoch date displayed above.
 AC7338.The epoch date for horizontal control is a decimal equivalence
 AC7338.of Year/Month/Day.
 AC7338
 AC7338.The orthometric height was determined by differential leveling
 AC7338.and adjusted in July 2002.
 AC7338.No vertical observational check was made to the station.
 AC7338
 AC7338.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7338
 AC7338.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7338
 AC7338.The ellipsoidal height was determined by GPS observations
 AC7338.and is referenced to NAD 83.
 AC7338
 AC7338.The geoid height was determined by GEOID03.
 AC7338
 AC7338.The dynamic height is computed by dividing the NAVD 88
 AC7338.geopotential number by the normal gravity value computed on the
 AC7338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC7338.degrees latitude (g = 980.6199 gals.).
 AC7338
 AC7338.The modeled gravity was interpolated from observed gravity values.
 AC7338
 AC7338;                    North         East     Units Scale Factor Converg.
 AC7338;SPC OR N     -   107,630.098 2,217,522.889   MT  0.99994714   -2 31 23.8
 AC7338;SPC OR N     -   353,117.12  7,275,337.56   iFT  0.99994714   -2 31 23.8
 AC7338;UTM  10      - 4,936,757.023   416,004.526   MT  0.99968676   -0 44 33.6
 AC7338
 AC7338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7338!SPC OR N     -   0.99999734  x   0.99994714  =   0.99994448
 AC7338!UTM  10      -   0.99999734  x   0.99968676  =   0.99968410
 AC7338
 AC7338:                Primary Azimuth Mark                     Grid Az
 AC7338:SPC OR N     -  NEWPORT CBL 430                          000 17 46.9
 AC7338:UTM  10      -  NEWPORT CBL 430                          358 30 56.7
 AC7338
 AC7338|---------------------------------------------------------------------|
 AC7338| PID    Reference Object                     Distance      Geod. Az  |
 AC7338|                                                           dddmmss.s |
 AC7338| AD9172 NEWPORT CBL 430                     481.720 METERS 3574623.1 |
 AC7338|---------------------------------------------------------------------|
 AC7338
 AC7338                          SUPERSEDED SURVEY CONTROL
 AC7338
 AC7338  NAD 83(1998)-  44 34 45.31341(N)    124 03 28.83977(W) AD(       ) 3
 AC7338  ELLIP H (10/12/01)   16.965  (m)                       GP(       ) 4 2
 AC7338  NAD 83(1991)-  44 34 45.31320(N)    124 03 28.83951(W) AD(       ) 3
 AC7338  ELLIP H (07/28/98)   16.987  (m)                       GP(       ) 4 2
 AC7338
 AC7338.Superseded values are not recommended for survey control.
 AC7338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7338.See file dsdata.txt to determine how the superseded data were derived.
 AC7338
 AC7338_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ1600536757(NAD 83)
 AC7338_MARKER: DD = SURVEY DISK
 AC7338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7338_STAMPING: ARP ONP 1975
 AC7338_MARK LOGO: NOS   
 AC7338_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7338+STABILITY: SURFACE MOTION
 AC7338_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7338+SATELLITE: SATELLITE OBSERVATIONS - February 29, 2000
 AC7338
 AC7338  HISTORY     - Date     Condition        Report By
 AC7338  HISTORY     - 1975     MONUMENTED       CGS
 AC7338  HISTORY     - 19941015 GOOD             NGS
 AC7338  HISTORY     - 19960829 GOOD             CHANCE
 AC7338  HISTORY     - 19971005 GOOD             NGS
 AC7338  HISTORY     - 20000229 GOOD             NGS
 AC7338
 AC7338                          STATION DESCRIPTION
 AC7338
 AC7338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GFS)
 AC7338'THE STATION IS LOCATED AT THE NEWPORT MUNI AIRPORT EAST OF THE
 AC7338'INTERSECTION OF THE RUNWAYS.  IT IS 177.9 FT (54.2 M) SOUTHWEST OF
 AC7338'CALIB BL STA NPT O 1987, 150 FT (45.7 M) SOUTHEASTERLY FROM THE
 AC7338'SOUTHEASTERLY EDGE OF RUNWAY 2/20 AND 150 FT (45.7 M) EAST OF THE EAST
 AC7338'EDGE OF RUNWAY 16/34.  THE STATION IS A STANDARD NOS DISK
 AC7338'STAMPED---ARP ONP 1975---, SET IN THE TOP OF A CONCRETE POST WHICH IS
 AC7338'FLUSH WITH THE GROUND.
 AC7338
 AC7338                          STATION RECOVERY (1996)
 AC7338
 AC7338'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 AC7338'THE STATION IS LOCATED ABOUT 10.5 MILES (16.9 KM) NORTH OF WALDPORT, 6
 AC7338'MILES (9.7 KM) WEST OF TOLEDO AND 4 MILES (6.4 KM) SOUTH OF NEWPORT AT
 AC7338'THE NEWPORT MUNICIPAL AIRPORT, TOM FRANKLIN - AIRPORT MANAGER, PHONE
 AC7338'541-867-7422  TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY
 AC7338'20 AND US HIGHWAY 101 IN NEWPORT, PROCEED SOUTH ON US HIGHWAY 101 3.85
 AC7338'MILES (6.20 KM) TO SOUTHEAST 84TH STREET ON THE LEFT, TURN LEFT AND
 AC7338'PROCEED EAST ON SE 84TH ST 0.25 MILES (0.40 KM) TO THE AIRPORT GATE,
 AC7338'OBTAIN PERMISSION, PROCEED EAST 0.05 MILES (0.08 KM) ACROSS THE RAMP
 AC7338'TO THE JUNCTION WITH TAXIWAY 2-20, TURN RIGHT AND PROCEED SOUTH 0.2
 AC7338'MILES (0.3 KM) TO TAXIWAY E, TURN LEFT AND PROCEED SOUTHEAST 0.3 MILES
 AC7338'(0.5 KM) TO RUNWAY 16-34, PROCEED EAST ACROSS THE RUNWAY 0.05 MILES
 AC7338'(0.08 KM) TO A GRAVEL PERIMETER ROAD, TURN LEFT AND PROCEED NORTH ON
 AC7338'THE PERIMETER ROAD 0.5 MILES (0.8 KM) TO THE STATION ON THE LEFT 11 M
 AC7338'(36.1 FT) WEST OF A CURVE IN THE ROAD  THE STATION IS A STANDARD US
 AC7338'COAST AND GEODETIC SURVEY TOPOGRAPHIC STATION DISK SET IN THE TOP OF A
 AC7338'SQUARE CONCRETE MONUMENT, SET FLUSH WITH THE GROUND.  THE STATION IS
 AC7338'LOCATED 11.2 M (36.7 FT) WEST OF THE CENTERLINE OF THE PERIMETER ROAD,
 AC7338'54.2 M (177.8 FT) SOUTHWEST OF THE SURVEY MONUMENT -ONP CBL 0 1987-,
 AC7338'45.75 M (150.10 FT) SOUTHEAST OF THE EASTERN EDGE OF RUNWAY 2-20, 45.8
 AC7338'M (150.3 FT) NORTHEAST OF THE NORTHEAST EDGE OF RUNWAY 16-34 AND 24.2
 AC7338'M (79.4 FT) EAST OF A DRAIN INLET
 AC7338
 AC7338                          STATION RECOVERY (1997)
 AC7338
 AC7338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AC7338'RECOVERED AS DESCRIBED.
 AC7338
 AC7338                          STATION RECOVERY (2000)
 AC7338
 AC7338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 AC7338'7.6 KM (4.70 MI) SOUTHERLY ALONG U.S.  HIGHWAY 101 FROM THE JUNCTION
 AC7338'OF U.S.  HIGHWAY 20 IN NEWPORT, THENCE 0.5 KM (0.30 MI) EASTERLY ALONG
 AC7338'THE AIRPORT ENTRANCE ROAD, THENCE 0.1 KM (0.05 MI) SOUTHERLY ACROSS AN
 AC7338'APRON, THENCE 0.3 KM (0.20 MI) SOUTHWESTERLY ALONG A TAXIWAY, THENCE
 AC7338'0.6 KM (0.35 MI) SOUTHEASTERLY ALONG TAXIWAY E CROSSING RUNWAY 16-34
 AC7338'TO A PERIMETER TRACK ROAD, THENCE 0.8 KM (0.50 MI) NORTHERLY ALONG THE
 AC7338'TRACK ROAD, 69.3 M (227.4 FT) SOUTHEAST OF THE CENTERLINE OF RUNWAY
 AC7338'2-20, 68.8 M (225.7 FT) EAST OF THE CENTERLINE OF RUNWAY 16-34, 10.6 M
 AC7338'(34.8 FT) NORTHWEST OF THE ROAD CENTER, 0.3 M (1.0 FT) SOUTHWEST OF A
 AC7338'WITNESS POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD, AND THE
 AC7338'MONUMENT IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON
 AC7338'THE PROPERTY OF CITY OF NEWPORT AIRPORT, TOM FRANKLIN SUPERVISOR, 810
 AC7338'SOUTHWEST ALDER STREET, NEWPORT, OR.  97365, PHONE NUMBER (541)
 AC7338'867-7422.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2427 ***********************************************************************
 RD2427  DESIGNATION -  ARQUETTE
 RD2427  PID         -  RD2427
 RD2427  STATE/COUNTY-  OR/CLACKAMAS
 RD2427  USGS QUAD   -  SOOSAP PEAK (1986)
 RD2427
 RD2427                         *CURRENT SURVEY CONTROL
 RD2427  ___________________________________________________________________
 RD2427* NAD 83(1991)-  45 04 17.84346(N)    122 15 35.40432(W)     ADJUSTED  
 RD2427* NAVD 88     -      1421.9    (meters)    4665.     (feet)  VERTCON   
 RD2427  ___________________________________________________________________
 RD2427  LAPLACE CORR-           8.22  (seconds)                    DEFLEC99
 RD2427  GEOID HEIGHT-         -21.85  (meters)                     GEOID03
 RD2427  HORZ ORDER  -  FIRST
 RD2427
 RD2427.The horizontal coordinates were established by classical geodetic methods
 RD2427.and adjusted by the National Geodetic Survey in October 1991.
 RD2427
 RD2427.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD2427.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD2427
 RD2427.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2427
 RD2427.The geoid height was determined by GEOID03.
 RD2427
 RD2427;                    North         East     Units Scale Factor Converg.
 RD2427;SPC OR N     -   157,629.613 2,361,440.967   MT  0.99989601   -1 14 53.0
 RD2427;SPC OR N     -   517,157.52  7,747,509.73   iFT  0.99989601   -1 14 53.0
 RD2427;UTM  10      - 4,991,173.326   558,263.634   MT  0.99964174   +0 31 26.6
 RD2427
 RD2427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2427!SPC OR N     -   0.99978055  x   0.99989601  =   0.99967658
 RD2427!UTM  10      -   0.99978055  x   0.99964174  =   0.99942237
 RD2427
 RD2427:                Primary Azimuth Mark                     Grid Az
 RD2427:SPC OR N     -  ARQUETTE AZ MK                           025 00 43.9
 RD2427:UTM  10      -  ARQUETTE AZ MK                           023 14 24.3
 RD2427
 RD2427|---------------------------------------------------------------------|
 RD2427| PID    Reference Object                     Distance      Geod. Az  |
 RD2427|                                                           dddmmss.s |
 RD2427| CE2273 ARQUETTE AZ MK                                     0234550.9 |
 RD2427| CE2274 ARQUETTE RM 2                         3.824 METERS 19103     |
 RD2427| RD2428 4693 VA                               1.285 METERS 29103     |
 RD2427|---------------------------------------------------------------------|
 RD2427
 RD2427                          SUPERSEDED SURVEY CONTROL
 RD2427
 RD2427  NAD 83(1986)-  45 04 17.86116(N)    122 15 35.41825(W) AD(       ) 1
 RD2427  NAD 27      -  45 04 18.43200(N)    122 15 31.12400(W) AD(       ) 1
 RD2427  NGVD 29 (07/19/86) 1420.7    (m)         4661.     (f) VERT ANG    3  
 RD2427
 RD2427.Superseded values are not recommended for survey control.
 RD2427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2427.See file dsdata.txt to determine how the superseded data were derived.
 RD2427
 RD2427_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ5826491173(NAD 83)
 RD2427_MARKER: DS = TRIANGULATION STATION DISK
 RD2427_SETTING: 80 = SET IN A BOULDER
 RD2427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD2427+STABILITY: SURFACE MOTION
 RD2427
 RD2427  HISTORY     - Date     Condition        Report By
 RD2427  HISTORY     - 1906     MONUMENTED       USGS
 RD2427  HISTORY     - 1924     GOOD             USGS
 RD2427  HISTORY     - 1947     GOOD             USGS
 RD2427  HISTORY     - 1955     GOOD             USGS
 RD2427  HISTORY     - 1970     SEE DESCRIPTION  NGS
 RD2427
 RD2427                          STATION DESCRIPTION
 RD2427
 RD2427'DESCRIBED BY US GEOLOGICAL SURVEY 1906
 RD2427'LOCATED 15 MI SE. OF COLTON POST OFFICE.  ON BALD PEAK KNOWN
 RD2427'LOCALLY AS SUSAP MTN., JUST ABOVE AND S. OF SMALL MEADOW AND
 RD2427'HUCKLEBERRY PATCH KNOWN AS COLD SPRING CAMP.  STATION IS NOT ON
 RD2427'HIGHEST POINT IN VICINITY, THEY ARE COVERED WITH LARGE TIMBER.
 RD2427'
 RD2427'TO REACH FROM COLTON, GO ABOUT 2 MI TO MR. ARQUETTES RANCH.  THEN
 RD2427'S. AND E. TO STATION.
 RD2427'
 RD2427'STATION MARK--COPPER BOLT.  BOLT COVERED BY ROCK CAIRN.
 RD2427'RM (VABM) IS A STANDARD DISK SET IN ROCK. (OCCUPIED IN 1906).
 RD2427
 RD2427                          STATION RECOVERY (1924)
 RD2427
 RD2427'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1924
 RD2427'RECOVERED AS DESCRIBED BY USGS.  LOCATED ON TOP OF ARQUETTE OR
 RD2427'PAPOOSE MTN., ON BALD PEAK KNOWN LOCALLY AS SUSAP MTN.
 RD2427'
 RD2427'STATION MARK--COPPER BOLT.  BOLT COVERED BY ROCK CAIRN.
 RD2427'
 RD2427'RM 1--VABM TABLET (EVIDENTLY 1906 STATION MARK).
 RD2427
 RD2427                          STATION RECOVERY (1947)
 RD2427
 RD2427'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1947 (WRH)
 RD2427'THE STATION IS LOCATED ON THE SUMMIT OF SOOSAP MOUNTAIN, ABOUT
 RD2427'18 MILES SOUTH SOUTHEAST OF ESTACADA, ABOUT 11 MILES SOUTHEAST OF
 RD2427'COLTON, ABOUT 10 MILES SOUTH SOUTHEAST OF DODGE, ABOUT 1.5 MILES
 RD2427'SOUTH OF SOUTH FORK MOUNTAIN LOOKOUT AND ABOUT 1 MILE SOUTH OF
 RD2427'THE END OF THE FOREST SERVICE ROAD.
 RD2427'
 RD2427'TO REACH FROM ESTACADA.  GO EAST ON STATE HIGHWAY NUMBER 211 FOR
 RD2427'0.4 MILE.  CROSS OVER THE BRIDGE, WHICH SPANS THE CLACKAMAS RIVER,
 RD2427'AND CONTINUE EASTERLY ON STATE HIGHWAY NUMBER 211 FOR 5.4
 RD2427'MILES.  TURN LEFT, OFF OF STATE HIGHWAY NUMBER 211, AS PER THE
 RD2427'SIGN READING DODGE AND GO NORTH AND EAST FOR 7.5 MILES.  CONTINUE
 RD2427'STRAIGHT AHEAD ON THE LEFT HAND FORK, AS PER THE SIGN READING
 RD2427'S.FORK MTN.L.O. 8 AND GO EASTERLY FOR 2.1 MILES.  CONTINUE
 RD2427'STRAIGHT AHEAD ON THE LEFT HAND FORK AND GO EASTERLY FOR 0.05
 RD2427'MILE.  CONTINUE STRAIGHT AHEAD, ON THE UPPER ROAD, FOR 3.3
 RD2427'MILES TO A CROSSROADS INTERSECTION.  CONTINUE STRAIGHT AHEAD ON
 RD2427'THE MAIN TRAVELED ROAD, EASTERLY, FOR 3.7 MILES TO THE END OF THE
 RD2427'ROAD.  FROM THIS POINT PACK SOUTHEASTERLY ALONG THE WEST SIDE OF
 RD2427'THE RIDGE, AS PER THE SIGN READING BAGBY HOT SPRINGS 17-1/2 BATY
 RD2427'BUTTE 11 FOR ABOUT 1.0 MILE TO A SMALL SADDLE AND A SIGN
 RD2427'READING SOOSAP PEAK 1/4.  TAKE THE RIGHT HAND TRAIL AND FOLLOW
 RD2427'THE CREST OF THE RIDGE FOR ABOUT 1.0 MILE TO THE SECOND
 RD2427'ROCKY KNOLL AND THE STATION.
 RD2427'
 RD2427'THE STATION IS A BRASS PLUG ABOUT 1 INCH IN DIAMETER, WITH A
 RD2427'HOLE PUNCHED IN ITS CENTER, SET INTO A DRILL HOLE IN A BOULDER
 RD2427'WHICH IS FLUSH WITH THE GROUND.
 RD2427'
 RD2427'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED ARQUETTE NO
 RD2427'2 1947, SET INTO A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT
 RD2427'8 INCHES AND IS ABOUT 1 FOOT LOWER THAN THE STATION.
 RD2427'
 RD2427'THE U.S. GEOLOGICAL SURVEY MARK IS A STANDARD BENCH MARK DISK,
 RD2427'STAMPED 4693 V A 1913, SET INTO A DRILL HOLE IN A BOULDER WHICH
 RD2427'PROJECTS ABOUT 2 FEET AND IS ABOUT 6 INCHES HIGHER THAN THE
 RD2427'STATION.
 RD2427'
 RD2427'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED ARQUETTE 1947, SET
 RD2427'INTO A DRILL HOLE IN A BOULDER WHICH IS FLUSH WITH THE SURFACE OF
 RD2427'THE GROUND.  IT IS LOCATED ABOUT 1.0 MILE NORTH OF THE STATION, 40
 RD2427'FEET NORTH OF THE END OF TRUCK TRAVEL AND IN THE TRAIL LEADING
 RD2427'TOWARD SOUTH FORK MOUNTAIN.
 RD2427
 RD2427                          STATION RECOVERY (1955)
 RD2427
 RD2427'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 RD2427'RECOVERED AS DESCRIBED BY USGS.  RECOVERED BY NGS IN 1947.  ALL
 RD2427'MARKS IN GOOD CONDITION.
 RD2427'
 RD2427'STATION MARK--1-INCH BRASS PLUG WITH HOLE PUNCHED IN CENTER, IN
 RD2427'DRILL HOLE IN BOULDER FLUSH WITH GROUND.
 RD2427'
 RD2427'RM 1--STANDARD BM TABLET STAMPED---4693 VA 1913---, IN DRILL HOLE
 RD2427'IN BOULDER PROJECTING 2 FT., 6 INCHES HIGHER THAN STATION MARK.
 RD2427'(1906 STATION MARK)
 RD2427'
 RD2427'RM 2--NGS DISK STAMPED---ARQUETTE NO 2 1947---, IN DRILL HOLE IN
 RD2427'BOULDER PROJECTING 8 INCHES, ABOUT 1 FT. LOWER THAN STATION MARK.
 RD2427
 RD2427                          STATION RECOVERY (1970)
 RD2427
 RD2427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 RD2427'THE STATION MARK, AND BOTH REFERENCE MARKS WERE RECOVERED AS
 RD2427'DESCRIBED.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT
 RD2427'RECOVERED.  THE DISTANCE TO THE REFERENCE MARKS WAS VERIFIED.  THE
 RD2427'DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 13.97 FEET.  A
 RD2427'WITNESS SIGN WAS PLACED OVER THE STATION MARK, AND THEN A ROCK
 RD2427'CAIRN BUILT OVER IT.  THE FOLLOWING IS AN ALTERNATE TO REACH.
 RD2427'
 RD2427'TO REACH THE STATION FROM THE MOLALLA POST OFFICE GO EAST ON
 RD2427'STATE HIGHWAY 211 FOR 0.6 MILE TO A FORK, TAKE THE RIGHT FORK,
 RD2427'AND GO SOUTH, EAST, AND SOUTH ON THE COUNTY ROAD FOR 3.4 MILES TO
 RD2427'THE CROWN ZELLERBACH CORP. OFFICE.  OBTAIN PERMISSION TO TRAVEL
 RD2427'THEIR ROADS, AND A KEY IF NECESSARY, THEN GO EAST ON CROWN
 RD2427'ZELLERBACH ROAD 100 FOR 4.6 MILES TO A GATE, PASS THRU THE GATE,
 RD2427'AND CONTINUE EAST ON ROAD 100 FOR 10.5 MILES TO A CROSS ROAD IN
 RD2427'THE SADDLE, TURN RIGHT AS PER SIGN, THIMOTHY PATCH, AND GO
 RD2427'SOUTH, AND SOUTHEAST FOR 2.1 MILES TO A FORK, JUST AFTER PASSING
 RD2427'THRU A RAIL GATE, TAKE THE LEFT FORK, NORTHEAST, UP OVER THE
 RD2427'RIDGE, AND DOWN THE OTHERSIDE FOR 0.9 MILE TO THE JUNCTION WITH
 RD2427'FOREST SERVICE ROAD S 571, TURN RIGHT, AND GO NORTHEAST, AND SOUTH
 RD2427'ON S 571 FOR 1.9 MILES TO ROAD S 571 F, WHICH GOES TO THE FORMER
 RD2427'SITE OF THE SOUTH FORK MOUNTAIN LOOKOUT, CONTINUE STRAIGHT
 RD2427'AHEAD, SOUTH ON S 571 FOR 1.6 MILES TO SIGN ON A TREE, ROBERTSON
 RD2427'CAMP GROUND, CONTINUE SOUTH ON S571 FOR 0.25 MILE TO THE
 RD2427'END OF TRUCK TRAVEL, AND THE BEGINNING OF A DIM TRAIL MARKED
 RD2427'BY GENEROUS PORTIONS OF SIGNAL CLOTH, AND THREE NOTCH BLAZES
 RD2427'IN A FIR TREE.  PACK SOUTHWEST, AND WEST MAINTAINING ABOUT THE
 RD2427'SAME ELEVATION AS THE END OF TRUCK FOR 3/4 HOUR TO THE SUMMIT OF
 RD2427'SOOSAP PEAK, AND THE STATION.  THE TRAIL IS DIM THE FIRST HALF,
 RD2427'THEN THERE IS NO TRAIL, AND THE UNDERGROWTH GETS HEAVY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2426 ***********************************************************************
 RD2426  DESIGNATION -  ARQUETTE=SOOSAP PEAK CAIRN
 RD2426  PID         -  RD2426
 RD2426  STATE/COUNTY-  OR/CLACKAMAS
 RD2426  USGS QUAD   -  SOOSAP PEAK (1986)
 RD2426
 RD2426                         *CURRENT SURVEY CONTROL
 RD2426  ___________________________________________________________________
 RD2426* NAD 83(1991)-  45 04 17.84985(N)    122 15 35.34624(W)     ADJUSTED  
 RD2426* NAVD 88     -              **(meters)            **(feet)            
 RD2426  ___________________________________________________________________
 RD2426  LAPLACE CORR-           8.22  (seconds)                    DEFLEC99
 RD2426  GEOID HEIGHT-         -21.85  (meters)                     GEOID03
 RD2426  HORZ ORDER  -  THIRD
 RD2426
 RD2426.The horizontal coordinates were established by classical geodetic methods
 RD2426.and adjusted by the National Geodetic Survey in October 1991.
 RD2426
 RD2426
 RD2426.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2426
 RD2426.The geoid height was determined by GEOID03.
 RD2426
 RD2426;                    North         East     Units Scale Factor Converg.
 RD2426;SPC OR N     -   157,629.782 2,361,442.242   MT  0.99989601   -1 14 52.9
 RD2426;SPC OR N     -   517,158.08  7,747,513.92   iFT  0.99989601   -1 14 52.9
 RD2426;UTM  10      - 4,991,173.535   558,264.902   MT  0.99964174   +0 31 26.6
 RD2426
 RD2426                          SUPERSEDED SURVEY CONTROL
 RD2426
 RD2426  NAD 83(1986)-  45 04 17.86738(N)    122 15 35.36244(W) AD(       ) 4
 RD2426  NAD 27      -  45 04 18.44000(N)    122 15 31.06000(W) AD(       ) 3
 RD2426
 RD2426.Superseded values are not recommended for survey control.
 RD2426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2426.See file dsdata.txt to determine how the superseded data were derived.
 RD2426
 RD2426_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ5826591174(NAD 83)
 RD2426
 RD2426  HISTORY     - Date     Condition        Report By
 RD2426  HISTORY     - 1903     MONUMENTED       CGS
 RD2426  HISTORY     - 1924     SEE DESCRIPTION  USGS
 RD2426  HISTORY     - 1938     SEE DESCRIPTION  CGS
 RD2426
 RD2426                          STATION DESCRIPTION
 RD2426
 RD2426'DESCRIBED BY US GEOLOGICAL SURVEY 1924
 RD2426'THIS INTERSECTED POSITION IS ON SOOSAP PEAK, ELEVATION 4,693
 RD2426'FEET, ABOUT 15 MILES S AND E BY ROAD AND TRAIL FROM COLTON POST
 RD2426'OFFICE.  STATION ORIGINALLY BUILT BY A U.S. GEOLOGICAL SURVEY
 RD2426'PARTY IN 1901, LOCALITY THEN CALLED ARQUETTE POINT.  STATION IS
 RD2426'ABOVE AND S OF SMALL MEADOW AND HUCKLEBERRY PATCH CALLED COLD
 RD2426'SPRING CAMP.  RANGER CABIN IS ABOUT 1 MILE TO E.  STATION NOT ON
 RD2426'HIGHEST POINT IN VICINITY, HIGHER POINTS BEING COVERED WITH
 RD2426'TIMBER.
 RD2426'
 RD2426'STATION MARKED BY COPPER BOLT SURMOUNTED BY CAIRN ABOUT 8 FEET
 RD2426'HIGH.  IN 1924 U.S. GEOLOGICAL SURVEY SET REFERENCE MARK, BRONZE
 RD2426'DISK, 4.2 FEET NW OF STATION.
 RD2426
 RD2426                          STATION RECOVERY (1938)
 RD2426
 RD2426'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (REB)
 RD2426'CAIRN IN GOOD CONDITION.
 RD2426'
 RD2426'STATION IS ABOUT 15 MILES, AIRLINE, S OF ESTACADA AND IS IN NE
 RD2426'CORNER OF T. 6 S., R. 4 E.
 RD2426'
 RD2426'TO REACH FROM ESTACADA DRIVE S THROUGH SPRINGWATER AND DODGE,
 RD2426'THENCE S OVER HILLOCKBURN ROAD TO END OF AUTOMOBILE TRAVEL, FROM
 RD2426'WHICH POINT IT IS ABOUT 5 MILES BY TRAIL AND OVERLAND TO
 RD2426'SUMMIT.  SECURE DETAILED DIRECTIONS FROM U.S. FOREST SERVICE AT
 RD2426'SPRINGWATER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0052 ***********************************************************************
 RD0052  DESIGNATION -  ARTHUR
 RD0052  PID         -  RD0052
 RD0052  STATE/COUNTY-  OR/MULTNOMAH
 RD0052  USGS QUAD   -  MULTNOMAH FALLS (1994)
 RD0052
 RD0052                         *CURRENT SURVEY CONTROL
 RD0052  ___________________________________________________________________
 RD0052* NAD 83(1991)-  45 35 16.89872(N)    122 05 03.35237(W)     ADJUSTED  
 RD0052* NAVD 88     -        14.616  (meters)      47.95   (feet)  ADJUSTED  
 RD0052  ___________________________________________________________________
 RD0052  LAPLACE CORR-           7.00  (seconds)                    DEFLEC99
 RD0052  GEOID HEIGHT-         -22.00  (meters)                     GEOID03
 RD0052  DYNAMIC HT  -          14.615 (meters)      47.95  (feet)  COMP
 RD0052  MODELED GRAV-     980,579.3   (mgal)                       NAVD 88
 RD0052
 RD0052  HORZ ORDER  -  SECOND
 RD0052  VERT ORDER  -  SECOND    CLASS 0
 RD0052
 RD0052.The horizontal coordinates were established by classical geodetic methods
 RD0052.and adjusted by the National Geodetic Survey in October 1991.
 RD0052
 RD0052.The orthometric height was determined by differential leveling
 RD0052.and adjusted in June 1991.
 RD0052
 RD0052.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD0052
 RD0052.The geoid height was determined by GEOID03.
 RD0052
 RD0052.The dynamic height is computed by dividing the NAVD 88
 RD0052.geopotential number by the normal gravity value computed on the
 RD0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0052.degrees latitude (g = 980.6199 gals.).
 RD0052
 RD0052.The modeled gravity was interpolated from observed gravity values.
 RD0052
 RD0052;                    North         East     Units Scale Factor Converg.
 RD0052;SPC OR N     -   214,719.109 2,376,387.694   MT  0.99992134   -1 07 24.7
 RD0052;SPC OR N     -   704,459.02  7,796,547.55   iFT  0.99992134   -1 07 24.7
 RD0052;SPC WA S     -    29,551.513   376,370.371   MT  1.00006461   -1 09 02.9
 RD0052;SPC WA S     -    96,953.59  1,234,808.46   sFT  1.00006461   -1 09 02.9
 RD0052;UTM  10      - 5,048,683.949   571,431.855   MT  0.99966273   +0 39 15.0
 RD0052
 RD0052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD0052!SPC OR N     -   1.00000116  x   0.99992134  =   0.99992250
 RD0052!SPC WA S     -   1.00000116  x   1.00006461  =   1.00006577
 RD0052!UTM  10      -   1.00000116  x   0.99966273  =   0.99966389
 RD0052
 RD0052|---------------------------------------------------------------------|
 RD0052| PID    Reference Object                     Distance      Geod. Az  |
 RD0052|                                                           dddmmss.s |
 RD0052| RD0053 ARTHUR RM 1                          22.751 METERS 05613     |
 RD0052| RD2154 ON                                  229.556 METERS 22738     |
 RD0052| RD0051 ARTHUR RM 2                          21.316 METERS 24417     |
 RD0052| RD0049 NOMAH                               APPROX. 3.1 KM 2513036.1 |
 RD0052|---------------------------------------------------------------------|
 RD0052
 RD0052                          SUPERSEDED SURVEY CONTROL
 RD0052
 RD0052  NAD 83(1986)-  45 35 16.90806(N)    122 05 03.35964(W) AD(       ) 2
 RD0052  NAD 27      -  45 35 17.47800(N)    122 04 59.05200(W) AD(       ) 2
 RD0052  NGVD 29 (??/??/92)   13.600  (m)           44.62   (f) ADJ UNCH    2 0
 RD0052
 RD0052.Superseded values are not recommended for survey control.
 RD0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0052.See file dsdata.txt to determine how the superseded data were derived.
 RD0052
 RD0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER7143248684(NAD 83)
 RD0052_MARKER: DS = TRIANGULATION STATION DISK
 RD0052_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RD0052_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RD0052_STAMPING: ARTHUR 1956
 RD0052_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0052
 RD0052  HISTORY     - Date     Condition        Report By
 RD0052  HISTORY     - 1956     MONUMENTED       CGS
 RD0052  HISTORY     - 1956     GOOD             CGS
 RD0052  HISTORY     - 1984     MARK NOT FOUND   USGS
 RD0052  HISTORY     - 1987     MARK NOT FOUND   NGS
 RD0052
 RD0052                          STATION DESCRIPTION
 RD0052
 RD0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (JBW)
 RD0052'THE STATION IS ON THE SOUTH SIDE OF U.S. HIGHWAY 30, JUST
 RD0052'NORTH OF THE RAILROAD TRACKS AT THE RAILROAD SIDING AT
 RD0052'ONEONTA, ABOUT 4.9 MILES EAST OF BRIDAL VEIL AND 1.7 MILES
 RD0052'EAST OF MULTNOMAH FALLS.
 RD0052'
 RD0052'TO REACH FROM THE BRIDAL VEIL JUNCTION OVERPASS, GO EAST
 RD0052'ON U.S. HIGHWAY 30 FOR 4.9 MILES TO THE STATION ON THE RIGHT,
 RD0052'SOUTH SIDE OF THE HIGHWAY.
 RD0052'
 RD0052'THE STATION MARK, A STANDARD DISK STAMPED ARTHUR 1956, IS
 RD0052'BRAZED TO THE TOP OF A 2-INCH CAST IRON SOIL PIPE PROJECTING
 RD0052'ABOUT 2 INCHES ABOVE THE GROUND.  IT IS 55.6 FEET SOUTH OF
 RD0052'THE CENTER LINE OF THE HIGHWAY, 10 FEET NORTH OF THE SOUTH
 RD0052'BANK OF THE FILL AND 4.4 FEET SOUTH-SOUTHEAST OF A WITNESS POST.
 RD0052'
 RD0052'REFERENCE MARK 1, A STANDARD DISK STAMPED ARTHUR NO 1 1956,
 RD0052'IS SET IN A 10-INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND
 RD0052'AND ABOUT THE SAME ELEVATION AS THE STATION MARK.  IT IS 52.4
 RD0052'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY.
 RD0052'
 RD0052'REFERENCE MARK 2, A STANDARD DISK STAMPED ARTHUR NO 2 1956,
 RD0052'IS ALSO SET IN A 10-INCH SQUARE CONCRETE POST ABOUT FLUSH
 RD0052'WITH THE GROUND AND ABOUT THE SAME ELEVATION AS THE
 RD0052'STATION.  IT IS 51 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY.
 RD0052'
 RD0052'STATION NOMAH CAN BE USED AS AN AZIMUTH.
 RD0052
 RD0052                          STATION RECOVERY (1956)
 RD0052
 RD0052'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 RD0052'5.3 MI NE FROM BRIDAL VEIL.
 RD0052'5.3 MILES NORTHEAST ALONG U.S. HIGHWAY 30 FROM THE UNION PACIFIC
 RD0052'RAILROAD STATION AT BRIDAL VEIL, 1.8 MILES NORTHEAST OF MULTNOMAH
 RD0052'FALLS, AT ONEONTA, IN T 1 N - R 6 E, ABOUT 150 FEET NORTHWEST OF THE
 RD0052'NORTHWEST RAIL OF THE UNION PACIFIC RAILROAD TRACK, AT HIGHWAY STATION
 RD0052'1330 + 00, 56.9 FEET SOUTHEAST OF THE CENTER LINE OF THE SOUTH LANES
 RD0052'OF THE HIGHWAY, 13.5 FEET NORTHWEST OF THE TOP OF THE SOUTHEAST EDGE
 RD0052'OF A FILL, 4.4 FEET SOUTHEAST OF A WITNESS POST, ABOUT 1/2 FOOT LOWER
 RD0052'THAN THE HIGHWAY, AND BRAZED TO THE TOP OF A 2-INCH CAST IRON PIPE
 RD0052'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 RD0052
 RD0052                          STATION RECOVERY (1984)
 RD0052
 RD0052'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 RD0052'MARK NOT FOUND.
 RD0052
 RD0052                          STATION RECOVERY (1987)
 RD0052
 RD0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD0052'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0053 ***********************************************************************
 RD0053  DESIGNATION -  ARTHUR RM 1
 RD0053  PID         -  RD0053
 RD0053  STATE/COUNTY-  OR/MULTNOMAH
 RD0053  USGS QUAD   -  MULTNOMAH FALLS (1994)
 RD0053
 RD0053                         *CURRENT SURVEY CONTROL
 RD0053  ___________________________________________________________________
 RD0053* NAD 83(1986)-  45 35 16.     (N)    122 05 03.     (W)     SCALED    
 RD0053* NAVD 88     -        14.536  (meters)      47.69   (feet)  ADJUSTED  
 RD0053  ___________________________________________________________________
 RD0053  GEOID HEIGHT-         -22.00  (meters)                     GEOID03
 RD0053  DYNAMIC HT  -          14.535 (meters)      47.69  (feet)  COMP
 RD0053  MODELED GRAV-     980,579.3   (mgal)                       NAVD 88
 RD0053
 RD0053  VERT ORDER  -  SECOND    CLASS 0
 RD0053
 RD0053.The horizontal coordinates were scaled from a topographic map and have
 RD0053.an estimated accuracy of +/- 6 seconds.
 RD0053
 RD0053.The orthometric height was determined by differential leveling
 RD0053.and adjusted in June 1991.
 RD0053
 RD0053.The geoid height was determined by GEOID03.
 RD0053
 RD0053.The dynamic height is computed by dividing the NAVD 88
 RD0053.geopotential number by the normal gravity value computed on the
 RD0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0053.degrees latitude (g = 980.6199 gals.).
 RD0053
 RD0053.The modeled gravity was interpolated from observed gravity values.
 RD0053
 RD0053;                    North         East    Units  Estimated Accuracy
 RD0053;SPC OR N     -   214,690.    2,376,400.      MT  (+/- 180 meters Scaled)
 RD0053
 RD0053                          SUPERSEDED SURVEY CONTROL
 RD0053
 RD0053  NGVD 29 (??/??/92)   13.520  (m)           44.36   (f) ADJ UNCH    2 0
 RD0053
 RD0053.Superseded values are not recommended for survey control.
 RD0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0053.See file dsdata.txt to determine how the superseded data were derived.
 RD0053
 RD0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER714486(NAD 83)
 RD0053_MARKER: DR = REFERENCE MARK DISK
 RD0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0053_STAMPING: ARTHUR NO 1 1956
 RD0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0053+STABILITY: SURFACE MOTION
 RD0053
 RD0053  HISTORY     - Date     Condition        Report By
 RD0053  HISTORY     - 1956     MONUMENTED       CGS
 RD0053  HISTORY     - 1987     MARK NOT FOUND   NGS
 RD0053
 RD0053                          STATION DESCRIPTION
 RD0053
 RD0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 RD0053'5.3 MI NE FROM BRIDAL VEIL.
 RD0053'5.3 MILES NORTHEAST ALONG U.S. HIGHWAY 30 FROM THE UNION PACIFIC
 RD0053'RAILROAD STATION AT BRIDAL VEIL, 1.8 MILES NORTHEAST OF MULTNOMAH
 RD0053'FALLS, AT ONEONTA, IN T 1 N - R 6 E, AT HIGHWAY STATION 1330+00, ABOUT
 RD0053'155 FEET WEST OF A POWER LINE POLE, ABOUT 150 FEET NORTHWEST OF THE
 RD0053'NORTHWEST RAIL OF THE UNION PACIFIC RAILROAD TRACK, 74.3 FEET
 RD0053'NORTHEAST OF AURTHUR TRIANGULATION STATION, 53.0 FEET SOUTHEAST OF THE
 RD0053'CENTER LINE OF THE SOUTH LANES OF THE HIGHWAY, 18 FEET NORTHWEST OF
 RD0053'THE TOP OF THE SOUTHEAST EDGE OF A FILL, ABOUT 1/2 FOOT LOWER THAN THE
 RD0053'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 RD0053
 RD0053                          STATION RECOVERY (1987)
 RD0053
 RD0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD0053'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0051 ***********************************************************************
 RD0051  DESIGNATION -  ARTHUR RM 2
 RD0051  PID         -  RD0051
 RD0051  STATE/COUNTY-  OR/MULTNOMAH
 RD0051  USGS QUAD   -  MULTNOMAH FALLS (1994)
 RD0051
 RD0051                         *CURRENT SURVEY CONTROL
 RD0051  ___________________________________________________________________
 RD0051* NAD 83(1986)-  45 35 16.     (N)    122 05 03.     (W)     SCALED    
 RD0051* NAVD 88     -        14.568  (meters)      47.80   (feet)  ADJUSTED  
 RD0051  ___________________________________________________________________
 RD0051  GEOID HEIGHT-         -22.00  (meters)                     GEOID03
 RD0051  DYNAMIC HT  -          14.568 (meters)      47.80  (feet)  COMP
 RD0051  MODELED GRAV-     980,579.3   (mgal)                       NAVD 88
 RD0051
 RD0051  VERT ORDER  -  SECOND    CLASS 0
 RD0051
 RD0051.The horizontal coordinates were scaled from a topographic map and have
 RD0051.an estimated accuracy of +/- 6 seconds.
 RD0051
 RD0051.The orthometric height was determined by differential leveling
 RD0051.and adjusted in June 1991.
 RD0051
 RD0051.The geoid height was determined by GEOID03.
 RD0051
 RD0051.The dynamic height is computed by dividing the NAVD 88
 RD0051.geopotential number by the normal gravity value computed on the
 RD0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0051.degrees latitude (g = 980.6199 gals.).
 RD0051
 RD0051.The modeled gravity was interpolated from observed gravity values.
 RD0051
 RD0051;                    North         East    Units  Estimated Accuracy
 RD0051;SPC OR N     -   214,690.    2,376,400.      MT  (+/- 180 meters Scaled)
 RD0051
 RD0051                          SUPERSEDED SURVEY CONTROL
 RD0051
 RD0051  NGVD 29 (??/??/92)   13.552  (m)           44.46   (f) ADJ UNCH    2 0
 RD0051
 RD0051.Superseded values are not recommended for survey control.
 RD0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0051.See file dsdata.txt to determine how the superseded data were derived.
 RD0051
 RD0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER714486(NAD 83)
 RD0051_MARKER: DR = REFERENCE MARK DISK
 RD0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0051_STAMPING: ARTHUR NO 2 1956
 RD0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0051+STABILITY: SURFACE MOTION
 RD0051
 RD0051  HISTORY     - Date     Condition        Report By
 RD0051  HISTORY     - 1956     MONUMENTED       CGS
 RD0051  HISTORY     - 1987     MARK NOT FOUND   NGS
 RD0051
 RD0051                          STATION DESCRIPTION
 RD0051
 RD0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 RD0051'5.3 MI NE FROM BRIDAL VEIL.
 RD0051'5.3 MILES NORTHEAST ALONG U.S. HIGHWAY 30 FROM THE UNION PACIFIC
 RD0051'RAILROAD STATION AT BRIDAL VEIL, 1.8 MILES NORTHEAST OF MULTNOMAH
 RD0051'FALLS, AT ONEONTA, IN T 1 N - R 6 E, ABOUT 150 FEET NORTHWEST OF THE
 RD0051'NORTHWEST RAIL OF THE UNION PACIFIC RAILROAD TRACK, AT HIGHWAY STATION
 RD0051'1330 + 00, 51.2 FEET SOUTHEAST OF THE CENTER LINE OF THE SOUTH LANES
 RD0051'OF THE HIGHWAY, 69.7 FEET SOUTHWEST OF TRIANGULATION STATION ARTHUR,
 RD0051'19 FEET NORTHWEST OF THE TOP OF THE SOUTHEAST EDGE OF A FILL, ABOUT
 RD0051'1/2 FOOT LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 RD0051'WHICH IS FLUSH WITH THE GROUND.
 RD0051
 RD0051                          STATION RECOVERY (1987)
 RD0051
 RD0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD0051'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AJ8156 ***********************************************************************
 AJ8156  DESIGNATION -  ASCHOFF
 AJ8156  PID         -  AJ8156
 AJ8156  STATE/COUNTY-  OR/CLACKAMAS
 AJ8156  USGS QUAD   -  HICKMAN BUTTE (1980)
 AJ8156
 AJ8156                         *CURRENT SURVEY CONTROL
 AJ8156  ___________________________________________________________________
 AJ8156* NAD 83(2007)-  45 25 36.59967(N)    121 59 16.23295(W)     ADJUSTED  
 AJ8156* NAVD 88     -      1017.1    (meters)    3337.     (feet)  GPS OBS   
 AJ8156  ___________________________________________________________________
 AJ8156  EPOCH DATE  -        2007.00
 AJ8156  X           -  -2,375,680.674 (meters)                     COMP
 AJ8156  Y           -  -3,803,679.531 (meters)                     COMP
 AJ8156  Z           -   4,521,475.004 (meters)                     COMP
 AJ8156  LAPLACE CORR-           9.37  (seconds)                    DEFLEC99
 AJ8156  ELLIP HEIGHT-         995.521 (meters)          (02/10/07) ADJUSTED
 AJ8156  GEOID HEIGHT-         -21.63  (meters)                     GEOID03
 AJ8156
 AJ8156  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ8156  Type    PID    Designation                      North   East  Ellip
 AJ8156  -------------------------------------------------------------------
 AJ8156  NETWORK AJ8156 ASCHOFF                           0.69   0.53   2.53
 AJ8156  -------------------------------------------------------------------
 AJ8156
 AJ8156.The horizontal coordinates were established by GPS observations
 AJ8156.and adjusted by the National Geodetic Survey in February 2007.
 AJ8156
 AJ8156.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ8156.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ8156.The horizontal coordinates are valid at the epoch date displayed above.
 AJ8156.The epoch date for horizontal control is a decimal equivalence
 AJ8156.of Year/Month/Day.
 AJ8156
 AJ8156.The orthometric height was determined by GPS observations and a
 AJ8156.high-resolution geoid model.
 AJ8156
 AJ8156.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8156
 AJ8156.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8156
 AJ8156.The ellipsoidal height was determined by GPS observations
 AJ8156.and is referenced to NAD 83.
 AJ8156
 AJ8156.The geoid height was determined by GEOID03.
 AJ8156
 AJ8156;                    North         East     Units Scale Factor Converg.
 AJ8156;SPC OR N     -   196,665.283 2,383,580.269   MT  0.99990471   -1 03 18.6
 AJ8156;SPC OR N     -   645,227.31  7,820,145.24   iFT  0.99990471   -1 03 18.6
 AJ8156;UTM  10      - 5,030,866.166   579,178.928   MT  0.99967708   +0 43 15.8
 AJ8156
 AJ8156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8156!SPC OR N     -   0.99984395  x   0.99990471  =   0.99974867
 AJ8156!UTM  10      -   0.99984395  x   0.99967708  =   0.99952108
 AJ8156
 AJ8156                          SUPERSEDED SURVEY CONTROL
 AJ8156
 AJ8156  NAD 83(1998)-  45 25 36.59812(N)    121 59 16.23404(W) AD(       ) B
 AJ8156  ELLIP H (02/26/02)  995.524  (m)                       GP(       ) 3 2
 AJ8156
 AJ8156.Superseded values are not recommended for survey control.
 AJ8156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8156.See file dsdata.txt to determine how the superseded data were derived.
 AJ8156
 AJ8156_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER7917930866(NAD 83)
 AJ8156_MARKER: DD = SURVEY DISK
 AJ8156_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AJ8156_STAMPING: ASCHOFF 1990
 AJ8156_MARK LOGO: USFS  
 AJ8156_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ8156_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ8156_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8156+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AJ8156
 AJ8156  HISTORY     - Date     Condition        Report By
 AJ8156  HISTORY     - 1990     MONUMENTED       USFS
 AJ8156
 AJ8156                          STATION DESCRIPTION
 AJ8156
 AJ8156'DESCRIBED BY US FOREST SERVICE 1990 (KC)
 AJ8156'THE STATION IS LOCATED ABOUT 55.5 KM (34.5 MI) EAST OF PORTLAND, 21.8
 AJ8156'KM (13.5 MI) NORTHEAST
 AJ8156'OF SANDY, IN THE BULL RUN WATERSHED IN SECTION 6, T. 2 S., R. 7 E.,
 AJ8156'WM.  OWNERSHIP -- MOUNT
 AJ8156'HOOD NATIONAL FOREST, PORTLAND WATER BUREAU.
 AJ8156' 
 AJ8156'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 26 AND
 AJ8156'STATE HIGHWAY 211 IN
 AJ8156'SANDY, GO EAST ON HIGHWAY 26 FOR 0.3 KM (0.2 KM) TO THE JUNCTION OF
 AJ8156'TEN EYCK ROAD, TURN
 AJ8156'LEFT, NORTHERLY, ON TEN EYCK ROAD FOR 6.O KM (3.7 MI) PASSING COALMAN
 AJ8156'ROAD AND S.E.
 AJ8156'MARMOT ROAD ON THE RIGHT, TO THE JUNCTION OF BULL RUN ROAD. TURN
 AJ8156'RIGHT, EASTERLY, ON
 AJ8156'BULL RUN ROAD FOR 1.1 KM (0.7 MI) TO THE JUNCTION OF WATERWORKS ROAD.
 AJ8156'TURN RIGHT,
 AJ8156'EASTERLY, ON WATERWORKS ROAD FOR 0.6 KM (0.4 MI) TO THE PORTLAND WATER
 AJ8156'BUREAU
 AJ8156'SECURITY GATE.  CONTINUE STRAIGHT, EASTERLY, ON WATERWORKS ROAD FOR
 AJ8156'6.8 KM (4.2 MI) TO
 AJ8156'FIRE ROAD 14.  TURN RIGHT, SOUTHEASTERLY, ON FIRE ROAD 14 FOR 8.8 KM
 AJ8156'(5.5 MI) TO THE
 AJ8156'JUNCTION OF FIRE ROAD 12 ON THE LEFT.  CONTINUE AHEAD ON FIRE ROAD 14
 AJ8156'FOR 3.5 KM (2.2 MI) TO
 AJ8156'THE JUNCTION OF FIRE ROAD 1414.  GO STRAIGHT, EASTERLY, ON FIRE ROAD
 AJ8156'1414 FOR 3.9 KM (2.4 MI)
 AJ8156'TO A GRAVEL ROAD ON THE RIGHT.
 AJ8156' 
 AJ8156'THE STATION IS A U.S. DEPARTMENT OF AGRICULTURE FOREST SERVICE 8.3 CM
 AJ8156'ALUMINUM CAP ON A
 AJ8156'2 CM ALUMINUM ROD.  IT IS 300 M (1000 FT) SOUTHERLY OF FIRE ROAD NO.
 AJ8156'1414, 6 M (20 FT)
 AJ8156'NORTHEASTERLY OF THE GRAVEL ROAD.
 AJ8156' 
 AJ8156'
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2340 ***********************************************************************
 RD2340  DESIGNATION -  ASH
 RD2340  PID         -  RD2340
 RD2340  STATE/COUNTY-  OR/MULTNOMAH
 RD2340  USGS QUAD   -  CAMAS (1993)
 RD2340
 RD2340                         *CURRENT SURVEY CONTROL
 RD2340  ___________________________________________________________________
 RD2340* NAD 83(1991)-  45 34 42.30950(N)    122 29 20.84148(W)     ADJUSTED  
 RD2340* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 RD2340  ___________________________________________________________________
 RD2340  LAPLACE CORR-           3.39  (seconds)                    DEFLEC99
 RD2340  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 RD2340  HORZ ORDER  -  THIRD
 RD2340
 RD2340.The horizontal coordinates were established by classical geodetic methods
 RD2340.and adjusted by the National Geodetic Survey in October 1991.
 RD2340
 RD2340.The orthometric height was scaled from a topographic map.
 RD2340
 RD2340.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2340
 RD2340.The geoid height was determined by GEOID03.
 RD2340
 RD2340;                    North         East     Units Scale Factor Converg.
 RD2340;SPC OR N     -   214,350.221 2,344,778.072   MT  0.99992012   -1 24 38.4
 RD2340;SPC OR N     -   703,248.76  7,692,841.44   iFT  0.99992012   -1 24 38.4
 RD2340;SPC WA S     -    29,199.537   344,755.963   MT  1.00006751   -1 26 41.6
 RD2340;SPC WA S     -    95,798.81  1,131,086.86   sFT  1.00006751   -1 26 41.6
 RD2340;UTM  10      - 5,047,335.635   539,857.760   MT  0.99961953   +0 21 53.6
 RD2340
 RD2340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2340!SPC OR N     -   1.00000245  x   0.99992012  =   0.99992257
 RD2340!SPC WA S     -   1.00000245  x   1.00006751  =   1.00006996
 RD2340!UTM  10      -   1.00000245  x   0.99961953  =   0.99962198
 RD2340
 RD2340:                Primary Azimuth Mark                     Grid Az
 RD2340:SPC OR N     -  LETT                                     290 18 04.9
 RD2340:SPC WA S     -  LETT                                     290 20 08.1
 RD2340:UTM  10      -  LETT                                     288 31 32.9
 RD2340
 RD2340|---------------------------------------------------------------------|
 RD2340| PID    Reference Object                     Distance      Geod. Az  |
 RD2340|                                                           dddmmss.s |
 RD2340| RD2339 LETT                                412.952 METERS 2885326.5 |
 RD2340|---------------------------------------------------------------------|
 RD2340
 RD2340                          SUPERSEDED SURVEY CONTROL
 RD2340
 RD2340  NAD 83(1986)-  45 34 42.32551(N)    122 29 20.84525(W) AD(       ) 3
 RD2340  NAD 27      -  45 34 42.89600(N)    122 29 16.50500(W) AD(       ) 3
 RD2340
 RD2340.Superseded values are not recommended for survey control.
 RD2340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2340.See file dsdata.txt to determine how the superseded data were derived.
 RD2340
 RD2340_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER3985847336(NAD 83)
 RD2340
 RD2340  HISTORY     - Date     Condition        Report By
 RD2340  HISTORY     - 1935     MONUMENTED       USE
 RD2340  HISTORY     - 1945     SEE DESCRIPTION  CGS
 RD2340  HISTORY     - 1961     SEE DESCRIPTION  CGS
 RD2340
 RD2340                          STATION DESCRIPTION
 RD2340
 RD2340'DESCRIBED BY US ENGINEERS 1935
 RD2340'ON S BANK OF COLUMBIA RIVER, NEAR HIGH-WATER LINE, ON N SIDE
 RD2340'OF GOVERNMENT ISLAND, OPPOSITE TRESTLE IN LOWER END OF
 RD2340'QUARRY ON N SHORE OF RIVER AND ABOUT S OF OLD DOCK, ALSO ON
 RD2340'N (WASHINGTON) SHORE.
 RD2340'
 RD2340'STATION IS MARKED BY SECTION OF 1 1/4-INCH IRON PIPE IN
 RD2340'CONCRETE POST WITH USED ASH 1935 MARKED IN CONCRETE.
 RD2340
 RD2340                          STATION RECOVERY (1945)
 RD2340
 RD2340'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (RAE)
 RD2340'THIS STATION WAS RECOVERED AS DESCRIBED BY THE U.S.E. IN
 RD2340'1935.  THE FOLLOWING SHOULD BE ADDED.
 RD2340'
 RD2340'THE STATION IS ABOUT 8 METERS FROM THE EXTREME HIGH-WATER
 RD2340'LINE (SAND HAS BEEN DREDGED IN) IN FRONT OF THE BANK.  IT IS
 RD2340'ABOUT 20 FEET ABOVE THE NORMAL WATER LINE, IN HEAVY BRUSH,
 RD2340'BETWEEN THE RIVER AND A CULTIVATED FIELD.
 RD2340
 RD2340                          STATION RECOVERY (1961)
 RD2340
 RD2340'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (FN)
 RD2340'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  IT IS NOW
 RD2340'ABOUT 12 FEET SOUTH OF THE NORTH BANK OF GOVERNMENT ISLAND,
 RD2340'ABOUT 0.3 MILE WEST OF BARTLETT LANDING.  THERE IS NOW A
 RD2340'LARGE TARGET OVER IT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1326 ***********************************************************************
 NZ1326  CBN         -  This is a Cooperative Base Network Control Station.
 NZ1326  DESIGNATION -  ASH
 NZ1326  PID         -  NZ1326
 NZ1326  STATE/COUNTY-  OR/JACKSON
 NZ1326  USGS QUAD   -  ASHLAND (1996)
 NZ1326
 NZ1326                         *CURRENT SURVEY CONTROL
 NZ1326  ___________________________________________________________________
 NZ1326* NAD 83(2007)-  42 12 56.39712(N)    122 42 25.17018(W)     ADJUSTED  
 NZ1326* NAVD 88     -       557.74   (meters)    1829.9    (feet)  N HEIGHT  
 NZ1326  ___________________________________________________________________
 NZ1326  EPOCH DATE  -        2007.00
 NZ1326  X           -  -2,556,542.025 (meters)                     COMP
 NZ1326  Y           -  -3,981,154.756 (meters)                     COMP
 NZ1326  Z           -   4,263,734.513 (meters)                     COMP
 NZ1326  LAPLACE CORR-           3.03  (seconds)                    DEFLEC99
 NZ1326  ELLIP HEIGHT-         533.882 (meters)          (02/10/07) ADJUSTED
 NZ1326  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 NZ1326  DYNAMIC HT  -         557.49  (meters)    1829.0   (feet)  COMP
 NZ1326
 NZ1326  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 NZ1326  Type    PID    Designation                      North   East  Ellip
 NZ1326  -------------------------------------------------------------------
 NZ1326  NETWORK NZ1326 ASH                               0.69   0.63   1.74
 NZ1326  -------------------------------------------------------------------
 NZ1326  MODELED GRAV-     980,158.5   (mgal)                       NAVD 88
 NZ1326
 NZ1326  VERT ORDER  -  THIRD
 NZ1326
 NZ1326.The horizontal coordinates were established by GPS observations
 NZ1326.and adjusted by the National Geodetic Survey in February 2007.
 NZ1326
 NZ1326.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 NZ1326.See www.ngs.noaa.gov/NationalReadjustment for more information.
 NZ1326.The horizontal coordinates are valid at the epoch date displayed above.
 NZ1326.The epoch date for horizontal control is a decimal equivalence
 NZ1326.of Year/Month/Day.
 NZ1326
 NZ1326.The orthometric height was determined by differential leveling
 NZ1326.and adjusted in April 1995.
 NZ1326.The height was determined by precise leveling from only one NSRS
 NZ1326.bench mark.  This was not adequate "tie leveling" to NSRS and was
 NZ1326.allowed ONLY to validate the GPS-derived height.
 NZ1326
 NZ1326.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NZ1326
 NZ1326.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ1326
 NZ1326.The ellipsoidal height was determined by GPS observations
 NZ1326.and is referenced to NAD 83.
 NZ1326
 NZ1326.The geoid height was determined by GEOID03.
 NZ1326
 NZ1326.The dynamic height is computed by dividing the NAVD 88
 NZ1326.geopotential number by the normal gravity value computed on the
 NZ1326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ1326.degrees latitude (g = 980.6199 gals.).
 NZ1326
 NZ1326.The modeled gravity was interpolated from observed gravity values.
 NZ1326
 NZ1326;                    North         East     Units Scale Factor Converg.
 NZ1326;SPC OR S     -    63,387.276 1,317,783.091   MT  1.00003170   -1 30 35.7
 NZ1326;SPC OR S     -   207,963.50  4,323,435.34   iFT  1.00003170   -1 30 35.7
 NZ1326;UTM  10      - 4,673,763.361   524,184.149   MT  0.99960720   +0 11 48.8
 NZ1326
 NZ1326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NZ1326!SPC OR S     -   0.99991627  x   1.00003170  =   0.99994797
 NZ1326!UTM  10      -   0.99991627  x   0.99960720  =   0.99952351
 NZ1326
 NZ1326                          SUPERSEDED SURVEY CONTROL
 NZ1326
 NZ1326  NAD 83(1998)-  42 12 56.39412(N)    122 42 25.16921(W) AD(       ) A
 NZ1326  ELLIP H (04/24/00)  533.894  (m)                       GP(       ) 3 1
 NZ1326  NAD 83(1991)-  42 12 56.39242(N)    122 42 25.16768(W) AD(       ) B
 NZ1326  ELLIP H (02/25/91)  534.059  (m)                       GP(       ) 4 1
 NZ1326  NAVD 88 (10/13/99)  557.74   (m)         1829.9    (f) LEVELING    3  
 NZ1326  NGVD 29 (??/??/??)  556.69   (m)         1826.4    (f) N HEIGHT    3  
 NZ1326
 NZ1326.Superseded values are not recommended for survey control.
 NZ1326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1326.See file dsdata.txt to determine how the superseded data were derived.
 NZ1326
 NZ1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM2418473763(NAD 83)
 NZ1326_MARKER: DD = SURVEY DISK
 NZ1326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ1326_STAMPING: ASH 1989
 NZ1326_MARK LOGO: ORDT  
 NZ1326_MAGNETIC: N = NO MAGNETIC MATERIAL
 NZ1326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ1326+STABILITY: SURFACE MOTION
 NZ1326_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NZ1326+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2004
 NZ1326
 NZ1326  HISTORY     - Date     Condition        Report By
 NZ1326  HISTORY     - 1989     MONUMENTED       OR-029
 NZ1326  HISTORY     - 19920810 GOOD             NGS
 NZ1326  HISTORY     - 19960901 GOOD             CHANCE
 NZ1326  HISTORY     - 19971120 GOOD             NGS
 NZ1326  HISTORY     - 20040511 GOOD             BOR
 NZ1326
 NZ1326                          STATION DESCRIPTION
 NZ1326
 NZ1326'DESCRIBED BY JACKSON COUNTY OREGON 1989
 NZ1326'THE STATION IS LOCATED NEAR ASHLAND, SE 1/4 SECTION 33, TOWNSHIP 38
 NZ1326'SOUTH, RANGE 1 EAST, WILLAMETTE MERIDIAN.
 NZ1326'TO REACH THE STATION FROM THE JACKSON COUNTY COURTHOUSE IN MEDFORD,
 NZ1326'PROCEED NORTHEASTERLY ON 8TH STREET 0.64 KM (0.40 MI) TO SOUTH
 NZ1326'CENTRAL AVENUE, TURN RIGHT AND PROCEED SOUTHEASTERLY ON SOUTH CENTRAL
 NZ1326'AVENUE 1.28 KM (0.80 MI) TO BARNETT ROAD, TURN LEFT AND PROCEED EAST
 NZ1326'ON BARNETT ROAD 0.48 KM (0.30 MI) TO THE SOUTH BOUND APPROACH TO THE
 NZ1326'I 5 FREEWAY, PROCEED SOUTHERLY ON I 5 FREWAY 13.28 KM (8.25 MI) TO
 NZ1326'EXIT NO 19.  EXIT THE FREEWAY AND TURN RIGHT ONTO VALLEY VIEW ROAD
 NZ1326'FOR 0.32 KM (0.20 MI) , TURN LEFT AND PROCEED SOUTHEASTERLY ALONG
 NZ1326'EAGLE MILL ROAD 2.72 KM (1.69 MI) TO THE Y INTERSECTION WITH OAK
 NZ1326'STREET.  CONTINUE ALONG EAGLE MILL ROAD, THROUGH THE I 5 UNDERPASS
 NZ1326'0.32 KM (0.20 MI) TO A CONCRETE BLOCK (TELEPHONE COMPANY MICROWAVE)
 NZ1326'BUILDING ON THE RIGHT.
 NZ1326'THE STATION IS 40.23 M (131.99 FT) SOUTH OF EAGLE MILL ROAD.
 NZ1326'DESCRIBED BY VERLYN THOMAS, JACKSON COUNTY SURVEYOR.
 NZ1326
 NZ1326                          STATION RECOVERY (1992)
 NZ1326
 NZ1326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 NZ1326'STATION IS LOCATED ABOUT 5 KM (3.1 MI) NORTHEAST OF ASHLAND, 1.5 KM
 NZ1326'(0.9 MI) SOUTHEAST OF A TRUCK INSPECTION STATION ON INTERSTATE
 NZ1326'HIGHWAY 5, AT MILE 17.15, ON THE NORTHEAST SIDE OF THE HIGHWAY, ON A
 NZ1326'10 M (32.8 FT) HIGH CUTBANK ACROSS THE RIGHT-OF-WAY FENCE FROM A
 NZ1326'SMALL STONE BUILDING SUPPORTING A MICROWAVE DISH.  OWNERSHIP--STATE
 NZ1326'DEPARTMENT OF TRANSPORTATION.
 NZ1326'STATION CAN BE REACHED BY PACKING UP CUTBANK.  TO DRIVE TO STATION,
 NZ1326'USE THE FOLLOWING.  TO REACH FROM THE OVERPASS AT THE VALLEY DRIVE
 NZ1326'INTERCHANGE (EXIT 19), ABOUT 7 KM (4.3 MI) NORTH OF ASHLAND, GO
 NZ1326'SOUTHWEST ON VALLEY VIEW ROAD FOR 0.50 KM (0.31 MI) TO A PAVED
 NZ1326'ROAD LEFT.  TURN LEFT, SOUTHEAST, ON EAGLE MILL ROAD FOR 2.80 KM
 NZ1326'(1.74 MI) TO A PAVED ROAD LEFT.  TURN LEFT, NORTHEAST, PASSING
 NZ1326'UNDERNEATH HIGHWAY 5, THEN SOUTHEAST ON EAGLE MILL ROAD FOR 0.34 KM
 NZ1326'(0.21 MI) TO TOP OF GRADE AT MICROWAVE BUILDING.  TURN RIGHT ON
 NZ1326'DIM LANE AROUND NORTH AND WEST SIDE OF BUILDING TO FENCE CORNER AND
 NZ1326'STATION ACROSS THE RIGHT-OF-WAY FENCE.
 NZ1326'STATION MARK IS SET IN A 15 CM CONCRETE POST, APPARENTLY SET INTO
 NZ1326'BEDROCK JUST BELOW THE SURFACE, FLUSH WITH THE GROUND.  IT IS 1.5 M
 NZ1326'(4.9 FT) NORTHEAST OF THE BANK EDGE, 2.5 M (8.2 FT) SOUTHWEST
 NZ1326'OF A FIBERGLASS WITNESS POST IN THE FENCELINE, 2.9 M (9.5 FT) WEST
 NZ1326'OF A T-FENCE CORNER, 6.4 M (21.0 FT) SOUTHWEST OF THE SOUTH CORNER
 NZ1326'OF FENCE AROUND THE BUILDING, AND 3.5 M (11.5 FT) SOUTH OF THE
 NZ1326'NORTHWEST ONE OF TWO BRACED WOODEN FENCE POSTS.
 NZ1326
 NZ1326                          STATION RECOVERY (1996)
 NZ1326
 NZ1326'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 NZ1326'RECOVERED AS DESCRIBED BY NGS 1992.
 NZ1326
 NZ1326                          STATION RECOVERY (1997)
 NZ1326
 NZ1326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CLS)
 NZ1326'THE STATION IS LOCATED ABOUT 5 KM (3.10 MI) NORTHEAST OF ASHLAND, 1.5
 NZ1326'KM (0.95 MI) SOUTHEAST OF A TRUCK INSPECTION STATION ON INTERSTATE
 NZ1326'HIGHWAY 5, ON THE NORTHEAST SIDE OF THE HIGHWAY AT MILE 17.15, ON A 10
 NZ1326'M (32.8 FT) HIGH CUT BANK ACROSS THE RIGHT-OF-WAY FENCE FROM A SMALL
 NZ1326'STONE BUILDING SUPPORTING A MICROWAVE DISH.  OWNERSHIP--OREGON STATE
 NZ1326'DEPARTMENT OF TRANSPORTATION.  TO REACH FROM JUNCTION OF INTERSTATE
 NZ1326'HIGHWAY 5 AND VALLEY DRIVE (EXIT 19), ABOUT 7 KM (4.35 MI) NORTH OF
 NZ1326'ASHLAND, GO SOUTHWEST ON VALLEY VIEW ROAD FOR 0.50 KM (0.30 MI) TO A
 NZ1326'PAVED ROAD LEFT.  TURN LEFT, SOUTHEAST, ON EAGLE MILL ROAD FOR 2.80 KM
 NZ1326'(1.75 MI) TO A PAVED ROAD LEFT.  TURN LEFT, NORTHEAST, PASSING
 NZ1326'UNDERNEATH INTERSTATE HIGHWAY 5, THEN SOUTHEAST ON EAGLE MILL ROAD FOR
 NZ1326'0.34 KM (0.20 MI) TO TOP OF GRADE AT MICROWAVE BUILDING ON THE RIGHT.
 NZ1326'TURN RIGHT ON DIM LANE AROUND NORTH AND WEST SIDE OF BUILDING TO FENCE
 NZ1326'CORNER AND STATION JUST ACROSS THE RIGHT-OF-WAY FENCE.  STATION CAN
 NZ1326'ALSO BE REACHED BY PACKING UP CUT BANK FROM THE INTERSTATE.  STATION
 NZ1326'IS AN OREGON PRIMARY GPS STATION DISK SET IN TOP OF A 15 CM ROUND
 NZ1326'CONCRETE MONUMENT, APPARENTLY SET INTO BEDROCK JUST BELOW THE SURFACE,
 NZ1326'AND FLUSH WITH THE GROUND.  IT IS 6.4 M (21.0 FT) SOUTHWEST FROM THE
 NZ1326'SOUTH CORNER OF FENCE AROUND THE BUILDING, 3.5 M (11.5 FT) SOUTH FROM
 NZ1326'THE NORTHWEST ONE OF TWO BRACED WOODEN FENCE POSTS, 2.9 M (9.5 FT)
 NZ1326'WEST FROM A T-FENCE CORNER, 2.5 M (8.2 FT) SOUTHWEST FROM A FIBERGLAS
 NZ1326'WITNESS POST IN FENCE LINE, AND 1.5 M (4.9 FT) NORTHEAST FROM THE EDGE
 NZ1326'OF THE CUT BANK.
 NZ1326
 NZ1326                          STATION RECOVERY (2004)
 NZ1326
 NZ1326'RECOVERY NOTE BY US BUREAU OF RECLAMATION 2004 (CAS)
 NZ1326'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1084 ***********************************************************************
 NZ1084  DESIGNATION -  ASHLAND
 NZ1084  PID         -  NZ1084
 NZ1084  STATE/COUNTY-  OR/JACKSON
 NZ1084  USGS QUAD   -  ASHLAND (1996)
 NZ1084
 NZ1084                         *CURRENT SURVEY CONTROL
 NZ1084  ___________________________________________________________________
 NZ1084* NAD 83(1991)-  42 10 51.16911(N)    122 42 35.50325(W)     ADJUSTED  
 NZ1084* NAVD 88     -       813.7    (meters)    2670.     (feet)  VERTCON   
 NZ1084  ___________________________________________________________________
 NZ1084  LAPLACE CORR-          -3.06  (seconds)                    DEFLEC99
 NZ1084  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 NZ1084  HORZ ORDER  -  THIRD
 NZ1084
 NZ1084.The horizontal coordinates were established by classical geodetic methods
 NZ1084.and adjusted by the National Geodetic Survey in October 1991.
 NZ1084
 NZ1084.The NAVD 88 height was computed by applying the VERTCON shift value to
 NZ1084.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NZ1084
 NZ1084.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ1084
 NZ1084.The geoid height was determined by GEOID03.
 NZ1084
 NZ1084;                    North         East     Units Scale Factor Converg.
 NZ1084;SPC OR S     -    59,530.848 1,317,444.215   MT  1.00004187   -1 30 42.7
 NZ1084;SPC OR S     -   195,311.18  4,322,323.54   iFT  1.00004187   -1 30 42.7
 NZ1084;SPC CA 1     -   816,454.910 1,941,344.834   MT  1.00017138   -0 27 51.0
 NZ1084;SPC CA 1     - 2,678,652.48  6,369,228.84   sFT  1.00017138   -0 27 51.0
 NZ1084;UTM  10      - 4,669,900.212   523,960.379   MT  0.99960706   +0 11 41.4
 NZ1084
 NZ1084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NZ1084!SPC OR S     -   0.99987611  x   1.00004187  =   0.99991798
 NZ1084!SPC CA 1     -   0.99987611  x   1.00017138  =   1.00004747
 NZ1084!UTM  10      -   0.99987611  x   0.99960706  =   0.99948322
 NZ1084
 NZ1084|---------------------------------------------------------------------|
 NZ1084| PID    Reference Object                     Distance      Geod. Az  |
 NZ1084|                                                           dddmmss.s |
 NZ1084| CD8985 ASHLAND RM 1                          5.618 METERS 00617     |
 NZ1084| CD8986 ASHLAND RM 2                          4.925 METERS 13050     |
 NZ1084| CD8984 ASHLAND AZ MK                                      3071344.2 |
 NZ1084| NZ1086 SEATTLE SAN FRAN AWY BCN 32         APPROX. 6.9 KM 3370222.1 |
 NZ1084|---------------------------------------------------------------------|
 NZ1084
 NZ1084                          SUPERSEDED SURVEY CONTROL
 NZ1084
 NZ1084  NAD 83(1986)-  42 10 51.15685(N)    122 42 35.51462(W) AD(       ) 3
 NZ1084  NAD 27      -  42 10 51.67410(N)    122 42 31.39790(W) AD(       ) 3
 NZ1084  NGVD 29 (07/19/86)  812.6    (m)         2666.     (f) VERT ANG    3  
 NZ1084
 NZ1084.Superseded values are not recommended for survey control.
 NZ1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1084.See file dsdata.txt to determine how the superseded data were derived.
 NZ1084
 NZ1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM2396069900(NAD 83)
 NZ1084_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NZ1084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ1084_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NZ1084_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NZ1084+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2008
 NZ1084
 NZ1084  HISTORY     - Date     Condition        Report By
 NZ1084  HISTORY     - 1952     MONUMENTED       CGS
 NZ1084  HISTORY     - 20080807 GOOD             GEOCAC
 NZ1084
 NZ1084                          STATION DESCRIPTION
 NZ1084
 NZ1084'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 NZ1084'THE STATION IS LOCATED ON A TREE COVERED NORTH-SOUTH RIDGE THAT
 NZ1084'IS ABOUT 1 MILE SOUTH OF THE CENTER OF ASHLAND, ABOUT 0.2 MILE
 NZ1084'EAST-SOUTHEAST OF THE ASHLAND CITY RESERVOIR.  THE STATION DOES
 NZ1084'NOT SEE INTO THE CITY OF ASHLAND.
 NZ1084'
 NZ1084'THE STATION IS 22 FEET SOUTHWEST OF A TRIANGULAR BLAZED 10-INCH
 NZ1084'PINE TREE AND 5 FEET SOUTHWEST OF A WHITE WITNESS POST.  IT IS A
 NZ1084'STANDARD DISK SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER THAT
 NZ1084'PROJECTS 4 INCHES.  THE DISK IS STAMPED--ASHLAND 1952.
 NZ1084'
 NZ1084'REFERENCE MARK NUMBER ONE IS 15 FEET WEST OF THE TRIANGULAR
 NZ1084'BLAZED TREE, 25 FEET WEST OF THE CENTER LINE OF THE OLD WAGON
 NZ1084'ROAD, AND ABOUT 15 INCHES LOWER THAN THE STATION.  IT IS A
 NZ1084'STANDARD DISK SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER THAT
 NZ1084'PROJECTS 3 INCHES.  THE DISK IS STAMPED--ASHLAND NO 1 1952.
 NZ1084'
 NZ1084'REFERENCE MARK NUMBER TWO IS 15 FEET WEST OF THE CENTER LINE OF
 NZ1084'THE OLD WAGON ROAD AND ABOUT 2 FEET HIGHER THAN THE STATION.  IT
 NZ1084'IS A STANDARD DISK SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER
 NZ1084'THAT PROJECTS 4 INCHES.  THE DISK IS STAMPED--ASHLAND NO 2 1952.
 NZ1084'
 NZ1084'THE AZIMUTH MARK IS 15 FEET NORTH OF THE NORTHWEST CORNER OF A
 NZ1084'GARAGE, 40 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE,
 NZ1084'AND 10 FEET SOUTH OF THE CENTER LINE OF THE DRIVEWAY TO THE
 NZ1084'HOUSE.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH CONCRETE
 NZ1084'CYLINDER THAT PROJECTS 2 INCHES.  THE DISK IS STAMPED--ASHLAND
 NZ1084'1952.  TO REACH THE MARK FROM THE STATION PACK ABOUT 200 YARDS
 NZ1084'DOWN THE OLD WAGON ROAD TO THE GRAVEL ROAD.  GO TO THE LEFT,
 NZ1084'DOWN GRADE, ON THE ROAD FOR 0.7 MILE TO THE LARGE CONCRETE WATER
 NZ1084'RESERVOIR ON THE LEFT.  THE MARK IS ABOUT 100 YARDS WEST
 NZ1084'OF THE RESERVOIR AND BEYOND THE SMALL WOODEN GARAGE THAT IS
 NZ1084'SEEN FROM THIS POINT.
 NZ1084'
 NZ1084'TO REACH THE STATION FROM THE CITY LIBRARY IN ASHLAND GO SOUTH
 NZ1084'ON GRESHAM STREET TO IOWA STREET.  GO WESTERLY ON IOWA STREET TO
 NZ1084'HILLCREST STREET.  TURN LEFT, SOUTH, ON HILLCREST STREET TO
 NZ1084'VALLEY STREET.  GO TO THE RIGHT ON VALLEY STREET TO TERRACE
 NZ1084'STREET.  TURN LEFT, SOUTH, ON TERRACE STREET AND GO 0.45 MILE TO
 NZ1084'THE CITY WATER RESERVOIR AND A ROAD LEFT.  TURN LEFT AND FOLLOW
 NZ1084'THE MAIN TRAVELED ROAD UP GRADE FOR 0.7 MILE TO AN OLD WAGON
 NZ1084'ROAD AND A TRIANGULAR BLAZED TREE ON THE RIGHT AND THE END OF
 NZ1084'TRUCK TRAVEL.  PACK WEST UP THE OLD WAGON ROAD FOR ABOUT 200
 NZ1084'YARDS TO A TRIANGULAR BLAZED TREE AND THE STATION ON THE
 NZ1084'RIGHT.
 NZ1084'
 NZ1084'HEIGHT OF LIGHT ABOVE STATION MARK 1.26 METERS.
 NZ1084
 NZ1084                          STATION RECOVERY (2008)
 NZ1084
 NZ1084'RECOVERY NOTE BY GEOCACHING 2008 (MS)
 NZ1084'VALLEY STREET IS NOW HOLLY STREET. THE OLD WAGON ROAD IS NOW A PRIVATE
 NZ1084'DRIVE - JUST BEFORE ROAD PAST THE RESERVOIR TURNS TO DIRT, TURN UP
 NZ1084'PRIVATE DRIVE, THEN FOLLOW DRIVE LEFT TO NUMBER 550. MARK IS JUST WEST
 NZ1084'OF THE ROAD IN A LITTLE PATIO/SITTING AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1079 ***********************************************************************
 NZ1079  DESIGNATION -  ASHLAND PEAK CAIRN
 NZ1079  PID         -  NZ1079
 NZ1079  STATE/COUNTY-  OR/JACKSON
 NZ1079  USGS QUAD   -  MT ASHLAND (1983)
 NZ1079
 NZ1079                         *CURRENT SURVEY CONTROL
 NZ1079  ___________________________________________________________________
 NZ1079* NAD 83(1991)-  42 04 50.99608(N)    122 43 00.76070(W)     ADJUSTED  
 NZ1079* NAVD 88     -              **(meters)            **(feet)            
 NZ1079  ___________________________________________________________________
 NZ1079  LAPLACE CORR-          -4.32  (seconds)                    DEFLEC99
 NZ1079  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 NZ1079  HORZ ORDER  -  THIRD
 NZ1079
 NZ1079.The horizontal coordinates were established by classical geodetic methods
 NZ1079.and adjusted by the National Geodetic Survey in October 1991.
 NZ1079
 NZ1079
 NZ1079.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ1079
 NZ1079.The geoid height was determined by GEOID03.
 NZ1079
 NZ1079;                    North         East     Units Scale Factor Converg.
 NZ1079;SPC OR S     -    48,436.502 1,316,570.613   MT  1.00007312   -1 31 00.0
 NZ1079;SPC OR S     -   158,912.41  4,319,457.39   iFT  1.00007312   -1 31 00.0
 NZ1079;UTM  10      - 4,658,789.775   523,417.805   MT  0.99960675   +0 11 23.1
 NZ1079
 NZ1079                          SUPERSEDED SURVEY CONTROL
 NZ1079
 NZ1079  NAD 83(1986)-  42 04 50.98179(N)    122 43 00.76375(W) AD(       ) 4
 NZ1079  NAD 27      -  42 04 51.48000(N)    122 42 56.69000(W) AD(       ) 3
 NZ1079
 NZ1079.Superseded values are not recommended for survey control.
 NZ1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1079.See file dsdata.txt to determine how the superseded data were derived.
 NZ1079
 NZ1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM2341858790(NAD 83)
 NZ1079
 NZ1079  HISTORY     - Date     Condition        Report By
 NZ1079  HISTORY     - 1904     MONUMENTED       CGS
 NZ1079  HISTORY     - 1935     SEE DESCRIPTION  USFS
 NZ1079
 NZ1079                          STATION DESCRIPTION
 NZ1079
 NZ1079'DESCRIBED BY US FOREST SERVICE 1935
 NZ1079'THIS INTERSECTED POSITION IS HIGHEST POINT OF ROCK SURMOUNTED
 NZ1079'BY CAIRN AT SUMMIT OF MT. ASHLAND, SITUATED 8 MILES AIRLINE S
 NZ1079'OF ASHLAND.  A FOREST ROAD LEADS TO WITHIN 100 FEET OF THE SUMMIT.
 NZ1079'
 NZ1079'A LOOKOUT TOWER WAS CONSTRUCTED ON THIS MOUNTAIN, WITH CENTER
 NZ1079'ON HIGHEST POINT.  CAIRN HAS BEEN REMOVED.  A U.S.F.S. DISK IS SET
 NZ1079'IN OUTCROPPING BEDROCK NE OF THE CENTER OF THE TOWER, DISTANT
 NZ1079'14.06 METERS (46.13 FEET).
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1080 ***********************************************************************
 NZ1080  DESIGNATION -  ASHLAND PK RESET
 NZ1080  PID         -  NZ1080
 NZ1080  STATE/COUNTY-  OR/JACKSON
 NZ1080  USGS QUAD   -  MT ASHLAND (1983)
 NZ1080
 NZ1080                         *CURRENT SURVEY CONTROL
 NZ1080  ___________________________________________________________________
 NZ1080* NAD 83(1991)-  42 04 50.65944(N)    122 43 00.76080(W)     ADJUSTED  
 NZ1080* NAVD 88     -      2297.0    (meters)    7536.     (feet)  VERTCON   
 NZ1080  ___________________________________________________________________
 NZ1080  LAPLACE CORR-          -4.33  (seconds)                    DEFLEC99
 NZ1080  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 NZ1080  HORZ ORDER  -  SECOND
 NZ1080
 NZ1080.The horizontal coordinates were established by classical geodetic methods
 NZ1080.and adjusted by the National Geodetic Survey in October 1991.
 NZ1080
 NZ1080.The NAVD 88 height was computed by applying the VERTCON shift value to
 NZ1080.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NZ1080
 NZ1080.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ1080
 NZ1080.The geoid height was determined by GEOID03.
 NZ1080
 NZ1080;                    North         East     Units Scale Factor Converg.
 NZ1080;SPC OR S     -    48,426.118 1,316,570.336   MT  1.00007315   -1 31 00.0
 NZ1080;SPC OR S     -   158,878.34  4,319,456.48   iFT  1.00007315   -1 31 00.0
 NZ1080;UTM  10      - 4,658,779.393   523,417.837   MT  0.99960675   +0 11 23.1
 NZ1080
 NZ1080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NZ1080!SPC OR S     -   0.99964352  x   1.00007315  =   0.99971664
 NZ1080!UTM  10      -   0.99964352  x   0.99960675  =   0.99925041
 NZ1080
 NZ1080:                Primary Azimuth Mark                     Grid Az
 NZ1080:SPC OR S     -  ASHLAND PK AZ MK                         087 25 56.5
 NZ1080:UTM  10      -  ASHLAND PK AZ MK                         085 43 33.4
 NZ1080
 NZ1080|---------------------------------------------------------------------|
 NZ1080| PID    Reference Object                     Distance      Geod. Az  |
 NZ1080|                                                           dddmmss.s |
 NZ1080| CD8987 ASHLAND PK AZ MK                                   0855456.5 |
 NZ1080| NZ1063 SODA RM 4                           APPROX.19.8 KM 0950515.5 |
 NZ1080| NZ1075 SEATTLE SAN FRAN AWY BCN 30         APPROX.10.2 KM 1081907.3 |
 NZ1080| CD8989 ASHLAND PK RM 2                       8.324 METERS 19318     |
 NZ1080| CD8988 ASHLAND PK RM 1                       6.254 METERS 34315     |
 NZ1080| NZ1086 SEATTLE SAN FRAN AWY BCN 32         APPROX.17.6 KM 3530443.5 |
 NZ1080|---------------------------------------------------------------------|
 NZ1080
 NZ1080                          SUPERSEDED SURVEY CONTROL
 NZ1080
 NZ1080  NAD 83(1986)-  42 04 50.64731(N)    122 43 00.77214(W) AD(       ) 2
 NZ1080  NAD 27      -  42 04 51.16149(N)    122 42 56.65783(W) AD(       ) 2
 NZ1080  NGVD 29 (07/19/86) 2295.8    (m)         7532.     (f) VERT ANG    3  
 NZ1080
 NZ1080.Superseded values are not recommended for survey control.
 NZ1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1080.See file dsdata.txt to determine how the superseded data were derived.
 NZ1080
 NZ1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM2341858779(NAD 83)
 NZ1080_MARKER: DH = HORIZONTAL CONTROL DISK
 NZ1080_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 NZ1080_SP_SET: SET IN DRILL HOLE IN A BOULDER
 NZ1080_STAMPING: ASHLAND PK 1952 1985
 NZ1080_MARK LOGO: NGS   
 NZ1080_MAGNETIC: N = NO MAGNETIC MATERIAL
 NZ1080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ1080+STABILITY: SURFACE MOTION
 NZ1080
 NZ1080  HISTORY     - Date     Condition        Report By
 NZ1080  HISTORY     - 1985     MONUMENTED       NGS
 NZ1080
 NZ1080                          STATION DESCRIPTION
 NZ1080
 NZ1080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (DEB)
 NZ1080'SEVERAL REPORTS ABOUT THIS STATION HAVE BEEN RECEIVED FROM PRIVATE
 NZ1080'SURVEYORS STATING THAT THEY HAVE NOT HAD GOOD RESULTS USING THIS MARK.
 NZ1080'UPON RECOVERY IT WAS DISCOVERED THAT THE BOULDER THAT IT WAS IN HAD
 NZ1080'BEEN MOVED OVER 0.3 METER.  (1.0 FT) THE MARK WAS RESET AND THIS TIME
 NZ1080'USING THE DISTANCES FROM REFERENCE MARKS 1 AND 2. REFERENCE MARK 3 WAS
 NZ1080'RECOVERED AT THIS TIME, BUT WAS NOT OBSERVED DUE TO FOUL WEATHER.  THE
 NZ1080'STATION IS LOCATED ABOUT 8 MILES (12.9 KM) SOUTH OF ASHLAND AND 5
 NZ1080'MILES (8.0 KM) NORTH OF THE OREGON CALIFORNIA STATE LINE ON THE
 NZ1080'HIGHEST PART OF ASHLAND PEAR.
 NZ1080' 
 NZ1080'THE STATION IS A STANDARD NGS DISK STAMPED---ASHLAND PK 1952 1985---,
 NZ1080'SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE 50 CM IN DIAMETER,
 NZ1080'FLUSH WITH GROUND.  THE STATION IS LOCATED 8.6 METERS (28.2 FT) SOUTH
 NZ1080'FROM HIGHEST PART OF HILL.  REFERENCE MARK NO 1 IS A STANDARD CGS DISK
 NZ1080'STAMPED---ASHLAND PK NO 1 1952---, SET INTO ROCK OUTCROP, 1 METER (3.3
 NZ1080'FT) LARGEST DIMENSION.  THE STATION IS LOCATED 3 METERS (9.8 FT) SOUTH
 NZ1080'FROM THE HIGHEST PART OF HILL, AND 0.3 METERS (1.0 FT) ABOVE THE
 NZ1080'STATION.  REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED
 NZ1080'---ASHLAND PK NO 2 1952---, SET INTO ROCK OUTCROP, 2 METERS (6.6 FT)
 NZ1080'LARGEST DIMENSION.  THE STATION IS LOCATED 1.0 METERS (3.3 FT)
 NZ1080'NORTHEAST FROM THE SW END OF THE ROCK OUTCROP, AND 1 METER (3.3 FT)
 NZ1080'BELOW THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1060 ***********************************************************************
 NZ1060  DESIGNATION -  ASPEN
 NZ1060  PID         -  NZ1060
 NZ1060  STATE/COUNTY-  OR/KLAMATH
 NZ1060  USGS QUAD   -  ASPEN LAKE (1985)
 NZ1060
 NZ1060                         *CURRENT SURVEY CONTROL
 NZ1060  ___________________________________________________________________
 NZ1060* NAD 83(1991)-  42 18 55.76936(N)    122 05 15.23680(W)     ADJUSTED  
 NZ1060* NAVD 88     -      2503.83   (+/-2cm)    8214.6    (feet)  VERTCON   
 NZ1060  ___________________________________________________________________
 NZ1060  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 NZ1060  GEOID HEIGHT-         -22.63  (meters)                     GEOID03
 NZ1060  HORZ ORDER  -  FIRST
 NZ1060  VERT ORDER  -  THIRD ? (See Below)
 NZ1060
 NZ1060.The horizontal coordinates were established by classical geodetic methods
 NZ1060.and adjusted by the National Geodetic Survey in October 1991.
 NZ1060
 NZ1060.The NAVD 88 height was computed by applying the VERTCON shift value to
 NZ1060.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NZ1060.The vertical order pertains to the NGVD 29 superseded value.
 NZ1060
 NZ1060.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ1060
 NZ1060.The geoid height was determined by GEOID03.
 NZ1060
 NZ1060;                    North         East     Units Scale Factor Converg.
 NZ1060;SPC OR S     -    73,315.319 1,369,127.918   MT  1.00000454   -1 05 10.1
 NZ1060;SPC OR S     -   240,535.82  4,491,889.49   iFT  1.00000454   -1 05 10.1
 NZ1060;UTM  10      - 4,685,208.928   575,191.524   MT  0.99966956   +0 36 51.4
 NZ1060
 NZ1060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NZ1060!SPC OR S     -   0.99961101  x   1.00000454  =   0.99961555
 NZ1060!UTM  10      -   0.99961101  x   0.99966956  =   0.99928070
 NZ1060
 NZ1060:                Primary Azimuth Mark                     Grid Az
 NZ1060:SPC OR S     -  MODOC POINT LOOKOUT TOWER                056 35 46.4
 NZ1060:UTM  10      -  MODOC POINT LOOKOUT TOWER                054 53 44.9
 NZ1060
 NZ1060|---------------------------------------------------------------------|
 NZ1060| PID    Reference Object                     Distance      Geod. Az  |
 NZ1060|                                                           dddmmss.s |
 NZ1060| NY0947 MODOC POINT LOOKOUT TOWER           APPROX.26.2 KM 0553036.3 |
 NZ1060| CD8990 ASPEN RM 1                            5.336 METERS 15821     |
 NZ1060| NY0941 CHASE MOUNTAIN LOOKOUT TOWER        APPROX.25.7 KM 1623052.1 |
 NZ1060| CD8991 ASPEN RM 2                            6.568 METERS 29058     |
 NZ1060| NZ1068 MOUNT MCLOUGHLIN=MT PIT LOH         APPROX.23.6 KM 3072448.3 |
 NZ1060| NZ1067 MOUNT MCLOUGHLIN LOH                APPROX.23.6 KM 3072452.0 |
 NZ1060| NZ1042 PELICAN BUTTE LOOKOUT TOWER         APPROX.22.5 KM 3474748.4 |
 NZ1060| NZ1044 PELICAN                             APPROX.22.5 KM 3474937.9 |
 NZ1060|---------------------------------------------------------------------|
 NZ1060
 NZ1060                          SUPERSEDED SURVEY CONTROL
 NZ1060
 NZ1060  NAD 83(1986)-  42 18 55.76814(N)    122 05 15.24163(W) AD(       ) 1
 NZ1060  NAD 27      -  42 18 56.26568(N)    122 05 11.17894(W) AD(       ) 1
 NZ1060  NGVD 29 (07/19/86) 2502.53   (m)         8210.4    (f) LEVELING    3  
 NZ1060
 NZ1060.Superseded values are not recommended for survey control.
 NZ1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1060.See file dsdata.txt to determine how the superseded data were derived.
 NZ1060
 NZ1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM7519285209(NAD 83)
 NZ1060_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NZ1060_SETTING: 66 = SET IN ROCK OUTCROP
 NZ1060
 NZ1060  HISTORY     - Date     Condition        Report By
 NZ1060  HISTORY     - 1920     MONUMENTED       CGS
 NZ1060  HISTORY     - 1933     SEE DESCRIPTION  CGS
 NZ1060  HISTORY     - 1935     SEE DESCRIPTION  USFS
 NZ1060  HISTORY     - 1953     SEE DESCRIPTION  CGS
 NZ1060  HISTORY     - 1967     SEE DESCRIPTION  CGS
 NZ1060
 NZ1060                          STATION DESCRIPTION
 NZ1060
 NZ1060'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (EWE)
 NZ1060'LOCATED 18 MILES W FROM KLAMATH FALLS, OREGON, ON THE HIGHEST
 NZ1060'POINT OF ASPEN BUTTE.  THE STATION IS MARKED BY A BRONZE TABLET
 NZ1060'IN BEDROCK AS DESCRIBED IN NOTE 2.  TWO REFERENCE MARKS, BRONZE
 NZ1060'TABLETS IN BEDROCK, NOTE 12A, ARE, RESPECTIVELY, 5.31 METERS
 NZ1060'(17.4 FEET) FROM THE STATION IN AZIMUTH 338 DEG 14 MIN AND 6.56
 NZ1060'METERS (21.5 FEET) IN AZIMUTH 110 DEG 54 MIN.
 NZ1060
 NZ1060                          STATION RECOVERY (1933)
 NZ1060
 NZ1060'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (FGJ)
 NZ1060'STATION WAS DISCOVERED AS DESCRIBED, MARKS WERE IN GOOD
 NZ1060'CONDITION.  NEW DESCRIPTION FOLLOWS--
 NZ1060'
 NZ1060'REACHED FROM KLAMATH FALLS AS FOLLOWS--GO 10.0 MILES W ON HIGHWAY
 NZ1060'97 AND TURN RIGHT ON ROAD 200 YARDS BEFORE REACHING RAILROAD
 NZ1060'UNDERPASS (AT TURN OFF THERE IS A NUMBER OF RANCH BUILDINGS AND
 NZ1060'SIGN 1/4 MILE TO PINE TREE AUTO CAMP).  FOLLOW THIS ROAD AND AT
 NZ1060'3.4 MILES PASS THROUGH A TIMBER CAMP, CONTINUE ON MAIN-TRAVELLED
 NZ1060'ROAD AND 1.0 MILE FURTHER PASS THROUGH ANOTHER TIMBER CAMP,
 NZ1060'CROSSING THE RAILROAD TRACKS A ROAD COMES IN FROM THE LEFT BUT
 NZ1060'CONTINUE STRAIGHT AHEAD ON MAIN-TRAVELLED ROAD AND GO 3.1
 NZ1060'MILES (FOLLOWING AROUND THE EDGE OF A GOOD SIZE DRY LAKE) TO
 NZ1060'SIGN CLOVER CREEK GUARD STATION 9 MILES.  TURN LEFT ACROSS
 NZ1060'TRACKS THENCE 1.4 MILES TO SIGN CLOVER CREEK GUARD STATION
 NZ1060'8 MILES.  FOLLOW CLOVER CREEK GUARD STATION ROAD AND
 NZ1060'GO 0.2 MILE.  CROSS RAILROAD TRACKS AND GO 1.0 MILE,
 NZ1060'CROSS RAILROAD TRACKS THEN 0.6 MILE AND TAKE RIGHT FORK, THEN GO
 NZ1060'1.5 MILES AND TAKE RIGHT FORK (LEFT FORK GOES TO CLOVER
 NZ1060'STATION), GO 2.2 MILES AND TAKE RIGHT FORK AT SIGNBOARD CLOVER
 NZ1060'CREEK GUARD STATION 4 MILES, GO 3.4 MILES AND TAKE RIGHT FORK
 NZ1060'AND GO 0.6 MILE TO CLOVER CREEK GUARD STATION.  FROM HERE
 NZ1060'CONTINUE STRAIGHT AHEAD KEEPING TO RIGHT OF CORRALS AND
 NZ1060'FOLLOW TRAIL 1/4 MILE TO SMALL GATE.  LEAVE TRUCK HERE AND
 NZ1060'FOLLOW TRAIL UP CLOVER CREEK IN NORTHERLY DIRECTION TO THE 4
 NZ1060'MILES MARK.  AT THIS POINT THE TRAIL DESCENDS GOING DOWN TO
 NZ1060'LAKE HARRIET.  LEAVE TRAIL HERE AND TURN RIGHT AND FOLLOW UP
 NZ1060'RIDGE ABOUT 1-1/4 MILES TO STATION.  THIS STATION IS A GOOD 3
 NZ1060'HOUR PACK.
 NZ1060'
 NZ1060'BUCK PK. LOOKOUT IS 3 MILES SW OF STATION.
 NZ1060'
 NZ1060'MC LOUGHLIN MOUNTAIN LOOKOUT IS 14.8 MILES NWXW OF STATION.
 NZ1060
 NZ1060                          STATION RECOVERY (1935)
 NZ1060
 NZ1060'RECOVERY NOTE BY US FOREST SERVICE 1935
 NZ1060'DESCRIPTION PRINTED IN SP 202, TRIANGULATION IN CALIFORNIA, PAGE
 NZ1060'486 GOOD, EXCEPT THAT FIRST DIRECTION FROM KLAMATH FALLS IS
 NZ1060'WRONG.  SHOULD READ--TO REACH FROM KLAMATH FALLS, PROCEED W 10
 NZ1060'MILES ON GREEN SPRINGS HIGHWAY, OREGON 66, TO RANCH BUILDINGS AND
 NZ1060'SIGN....  U.S. HIGHWAY 97 GOES N FROM KLAMATH FALLS, AND ALSO SE.
 NZ1060'
 NZ1060'RECOVERY.  F.G.J., 1933, GIVES MC LOUGHLIN L.O. AS AN AZIMUTH
 NZ1060'MARK.  IT SHOULD BE LISTED, IF AND WHEN PRINTED, AS MT MC LOUGHLIN
 NZ1060'LOOKOUT HOUSE.  IT IS A MASONRY STRUCTURE, AND PERMANENT.  THE
 NZ1060'OTHER AZIMUTH IS BUCK PEAK LOOKOUT TOWER.  IT IS NOT A STATION
 NZ1060'(1936).
 NZ1060
 NZ1060                          STATION RECOVERY (1953)
 NZ1060
 NZ1060'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CTH)
 NZ1060'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE MARKS ARE
 NZ1060'STAMPED ASPIN 1920 INSTEAD OF ASPEN 1920.
 NZ1060'
 NZ1060'A COMPLETE NEW DESCRIPTION FOLLOWS.
 NZ1060'
 NZ1060'THE STATION IS LOCATED ABOUT 18 MILES WEST OF KLAMATH FALLS ON
 NZ1060'THE HIGHEST POINT OF ASPEN BUTTE.
 NZ1060'
 NZ1060'TO REACH THE STATION FROM KENO, GO WESTERLY ON STATE HIGHWAY 66
 NZ1060'FOR 6.1 MILES TO THE KLAMATH RIVER BRIDGE.  CONTINUE WESTERLY
 NZ1060'0.5 MILE TO A BLADED ROAD TO THE RIGHT.  TURN RIGHT, GO NORTHERLY
 NZ1060'1.6 MILES TO A FORK.  TURN RIGHT CONTINUE NORTHERLY 3.4 MILES TO
 NZ1060'A ROAD RIGHT.  CONTINUE STRAIGHT AHEAD 1.9 MILES TO A ROAD SHARP
 NZ1060'RIGHT.  CONTINUE TO THE LEFT 0.4 MILE TO A FORK.  TURN RIGHT, GO
 NZ1060'NORTHERLY 0.85 MILE TO A ROAD SHARP RIGHT.  CONTINUE STRAIGHT
 NZ1060'AHEAD 3.45 MILES TO A ROAD LEFT AT SIGN BUCK LAKE.  CONTINUE
 NZ1060'STRAIGHT AHEAD 0.65 MILE TO A ROAD LEFT AT SIGN LITTLE
 NZ1060'ASPEN.  CONTINUE STRAIGHT AHEAD 1.2 MILES TO A FORK.  TURN
 NZ1060'LEFT, GO 1.45 MILES TO THE END OF THE ROAD AND END OF TRUCK
 NZ1060'TRAVEL.  FROM HERE WALK DUE NORTH UP STEEP SLOPE TO THE HIGHEST
 NZ1060'POINT OF THE BUTTE AND STATION.  A HARD 3 HOUR PACK.
 NZ1060'
 NZ1060'THE LAST 3 MILES OF THE ABOVE ROUTE IS VERY ROUGH WITH SEVERAL
 NZ1060'TREES ACROSS ROAD.  IT IS BELIEVED BY TAKING THE ROAD LEFT AT
 NZ1060'EITHER THE BUCK LAKE SIGN OR THE LITTLE ASPEN SIGN IT WOULD BE
 NZ1060'POSSIBLE TO GET TO THE WEST BASE OF THE BUTTE AND THE OLD TRAIL
 NZ1060'THAT LEADS TO THE TOP COULD BE FOUND.  THIS WOULD BE A SHORTER
 NZ1060'AND LESS STEEP PACK.
 NZ1060'
 NZ1060'THE STATION MARK IS STAMPED ASPIN 1920.  IT IS SET IN A DRILL
 NZ1060'HOLE IN A BOULDER AS DESCRIBED BY NOTE 4.  IT PROJECTS 6 INCHES.
 NZ1060'
 NZ1060'REFERENCE MARK 1 IS STAMPED ASPIN 1920.  IT IS SET IN A DRILL
 NZ1060'HOLE IN A BOULDER AS DESCRIBED BY NOTE 12C.  IT PROJECTS ABOUT 2
 NZ1060'FEET.
 NZ1060'
 NZ1060'REFERENCE MARK 2 IS STAMPED ASPIN 1920.  IT IS SET IN A DRILL
 NZ1060'HOLE IN A BOULDER AS DESCRIBED BY NOTE 12C.  IT PROJECTS ABOUT 3
 NZ1060'FEET.
 NZ1060
 NZ1060                          STATION RECOVERY (1967)
 NZ1060
 NZ1060'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CAA)
 NZ1060'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 NZ1060'FOUND IN GOOD CONDITION.  THE DISTANCES TO BOTH REFERENCE MARKS
 NZ1060'CHECKED WITH THE PREVIOUS DATA, HOWEVER A DIFFERENCE WAS NOTED IN
 NZ1060'THE DIRECTION TO BOTH REFERENCE MARKS.  A NEW DESCRIPTION FOLLOWS.
 NZ1060'
 NZ1060'THE STATION IS LOCATED ABOUT 20 MILES WEST-NORTHWEST OF KLAMATH
 NZ1060'FALLS, ABOUT 13 MILES NORTH OF STATE HIGHWAY 66, ABOUT 7 MILES
 NZ1060'SOUTHEAST OF LAKE OF THE WOODS, ON THE WINEMA NATIONAL FOREST AND
 NZ1060'ON THE HIGHEST POINT OF ASPEN BUTTE.
 NZ1060'
 NZ1060'TO REACH THE STATION FROM THE POST OFFICE IN KENO, GO EAST ON
 NZ1060'STATE HIGHWAY 66 FOR 0.6 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND
 NZ1060'GO NORTH ON THE GRAVELED ROAD FOR 10.25 MILES TO A
 NZ1060'CROSSROAD.  CONTINUE NORTH ON THE GRAVELED ROAD FOR 4.4 MILES TO
 NZ1060'A SIGN WINEMA NATIONAL FOREST.  CONTINUE NORTH ON THE GRAVELED
 NZ1060'ROAD FOR 2.2 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST
 NZ1060'ON THE DIRT ROAD FOR 0.15 MILE TO A FORK.  TAKE THE RIGHT FORK
 NZ1060'AND CONTINUE EASTERLY ON THE MAIN DIRT ROAD FOR 0.65 MILE TO A
 NZ1060'FORK AND SIGN CLOVER CREEK TR.3.  TAKE THE LEFT FORK AND
 NZ1060'FOLLOW THE MAIN ROAD NORTHEASTERLY FOR 1.7 MILES TO A FORK AND
 NZ1060'SIGN CLOVER CREEK TR 1.  TAKE THE LEFT FORK STRAIGHT AHEAD
 NZ1060'AND FOLLOW THE MAIN DIRT ROAD NORTHEASTERLY FOR 0.7 MILE TO A T
 NZ1060'ROAD, AND A SIGN CLOVER CREEK TR 1/2.  TURN LEFT AND FOLLOW
 NZ1060'THE MAIN DIRT ROAD NORTHERLY FOR 0.7 MILE TO THE END OF THE
 NZ1060'ROAD AND THE END OF TRUCK TRAVEL.  PACK NORTHERLY ON THE FOOT
 NZ1060'TRAIL FOR ABOUT 45 MINUTES TO THE POINT WHERE THE TRAIL
 NZ1060'BEARS RIGHT AND CROSSES A SMALL CREEK.  CONTINUE NORTHEAST ON
 NZ1060'THE FOOT TRAIL FOR ABOUT 1/2 MILE TO A FORK AND SIGN MTN LAKES
 NZ1060'LOOP TR.  LAKE HARRIETTE 4.  TAKE THE RIGHT FORK AND FOLLOW THE
 NZ1060'TRAIL NORTHEAST FOR ABOUT 1 MILE TO THE TOP OF A ROCKY RIDGE
 NZ1060'AND A SIGN ASPEN BUTTE 1.  BEAR RIGHT AND FOLLOW THE RIDGE
 NZ1060'SOUTHEAST TO THE HIGHEST POINT AND STATION.  ABOUT A 4
 NZ1060'HOUR PACK.
 NZ1060'
 NZ1060'THE STATION MARK IS A STANDARD DISK STAMPED ASPIN 1920, SET IN A
 NZ1060'DRILL HOLE IN A BOULDER PROJECTING ABOUT 4 INCHES.
 NZ1060'
 NZ1060'REFERENCE MARK 1 IS A STANDARD DISK STAMPED ASPIN 1920, SET IN A
 NZ1060'DRILL HOLE IN A BOULDER PROJECTING ABOUT 2 FEET.
 NZ1060'
 NZ1060'REFERENCE MARK 2 IS A STANDARD DISK STAMPED ASPIN 1920, SET IN A
 NZ1060'DRILL HOLE IN A BOULDER PROJECTING ABOUT 3 FEET.
 NZ1060'
 NZ1060'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION.
 NZ1060'
 NZ1060'IT WAS NOT FEASIBLE TO MEASURE BETWEEN THE REFERENCE MARKS DUE TO
 NZ1060'A LARGE BOULDER ON LINE.
 NZ1060'
 NZ1060'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 NZ1060'
 NZ1060'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NZ1060'14 MILES NORTH OF KENO.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC2061 ***********************************************************************
 SC2061  DESIGNATION -  ASPMO
 SC2061  PID         -  SC2061
 SC2061  STATE/COUNTY-  OR/CLATSOP
 SC2061  USGS QUAD   -  ASTORIA (1984)
 SC2061
 SC2061                         *CURRENT SURVEY CONTROL
 SC2061  ___________________________________________________________________
 SC2061* NAD 83(1991)-  46 08 46.91667(N)    123 49 52.72619(W)     ADJUSTED  
 SC2061* NAVD 88     -        19.     (meters)      62.     (feet)  SCALED    
 SC2061  ___________________________________________________________________
 SC2061  LAPLACE CORR-          13.61  (seconds)                    DEFLEC99
 SC2061  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 SC2061  HORZ ORDER  -  THIRD
 SC2061
 SC2061.The horizontal coordinates were established by classical geodetic methods
 SC2061.and adjusted by the National Geodetic Survey in October 1991.
 SC2061
 SC2061.The orthometric height was scaled from a topographic map.
 SC2061
 SC2061.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2061
 SC2061.The geoid height was determined by GEOID03.
 SC2061
 SC2061;                    North         East     Units Scale Factor Converg.
 SC2061;SPC OR N     -   280,869.695 2,242,689.290   MT  1.00004052   -2 21 45.1
 SC2061;SPC OR N     -   921,488.50  7,357,904.49   iFT  1.00004052   -2 21 45.1
 SC2061;SPC WA S     -    95,802.154   242,717.775   MT  0.99994374   -2 25 11.5
 SC2061;SPC WA S     -   314,310.90    796,316.57   sFT  0.99994374   -2 25 11.5
 SC2061;UTM  10      - 5,110,645.806   435,799.551   MT  0.99965067   -0 35 58.2
 SC2061
 SC2061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2061!SPC OR N     -   1.00000064  x   1.00004052  =   1.00004116
 SC2061!SPC WA S     -   1.00000064  x   0.99994374  =   0.99994438
 SC2061!UTM  10      -   1.00000064  x   0.99965067  =   0.99965131
 SC2061
 SC2061:                Primary Azimuth Mark                     Grid Az
 SC2061:SPC OR N     -  RADIO 3                                  017 52 24.5
 SC2061:SPC WA S     -  RADIO 3                                  017 55 50.9
 SC2061:UTM  10      -  RADIO 3                                  016 06 37.6
 SC2061
 SC2061|---------------------------------------------------------------------|
 SC2061| PID    Reference Object                     Distance      Geod. Az  |
 SC2061|                                                           dddmmss.s |
 SC2061| SC2072 RADIO 3                             APPROX. 0.7 KM 0153039.4 |
 SC2061| SC2080 RADIO 4                             APPROX. 0.8 KM 0184429.9 |
 SC2061| SC2054 65 PLUS 20                          APPROX. 2.2 KM 0195327.2 |
 SC2061| SC2088 RADIO 1                             APPROX. 0.6 KM 0265105.9 |
 SC2061| SC2095 RADIO 2                             APPROX. 0.7 KM 0313426.3 |
 SC2061| CE2902 ASPMO RM 1                           20.290 METERS 20542     |
 SC2061| CE2903 ASPMO RM 2                           13.265 METERS 27433     |
 SC2061| SC2036 WEST                                APPROX. 4.4 KM 3422915.5 |
 SC2061|---------------------------------------------------------------------|
 SC2061
 SC2061                          SUPERSEDED SURVEY CONTROL
 SC2061
 SC2061  NAD 83(1986)-  46 08 46.93031(N)    123 49 52.71040(W) AD(       ) 3
 SC2061  NAD 27      -  46 08 47.55210(N)    123 49 48.20280(W) AD(       ) 3
 SC2061
 SC2061.Superseded values are not recommended for survey control.
 SC2061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2061.See file dsdata.txt to determine how the superseded data were derived.
 SC2061
 SC2061_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS3580010646(NAD 83)
 SC2061_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SC2061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC2061
 SC2061  HISTORY     - Date     Condition        Report By
 SC2061  HISTORY     - 1935     MONUMENTED       CGS
 SC2061  HISTORY     - 1951     SEE DESCRIPTION  CGS
 SC2061  HISTORY     - 1972     SEE DESCRIPTION  NGS
 SC2061  HISTORY     - 1984     SEE DESCRIPTION  USPSQD
 SC2061
 SC2061                          STATION DESCRIPTION
 SC2061
 SC2061'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (RWK)
 SC2061'THE STATION IS LOCATED ON THE ASPMO PROPERTY ABOUT 0.5 MILE FROM
 SC2061'MILES CROSSING ON THE YOUNGS RIVER ROAD.  THE STATION IS SET ON
 SC2061'THE POWER LINE WHICH LEADS UP TO THE HOUSE ON THE N SIDE OF THE
 SC2061'DRIVEWAY.
 SC2061'
 SC2061'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 SC2061'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 SC2061'
 SC2061'REFERENCE MARK NO.1 IS SET IN THE STEPS OF THE ASPMO RESIDENCE.
 SC2061'
 SC2061'TO REACH STATION FROM ASTORIA POST OFFICE, TAKE HIGHWAY W FROM
 SC2061'TOWN TO MILES CROSSING, 3.2 MILES.  TURN LEFT.  AT 3.9 MILES
 SC2061'TURN RIGHT ON PRIVATE ROAD.  4.0 MILES STATION.
 SC2061
 SC2061                          STATION RECOVERY (1951)
 SC2061
 SC2061'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HGC)
 SC2061'STATION WAS LOCATED 4.0 MILES S OF ASTORIA VIA U.S. HIGHWAY 101
 SC2061'AND THE YOUNGS RIVER ROAD.  THE CONCRETE POSTS CONTAINING THE
 SC2061'STATION MARK AND R.M. 2 WERE BOTH FOUND LYING IN THE DITCH
 SC2061'BESIDE THE ROAD.  THE DRIVEWAY MENTIONED IN THE ORIGINAL
 SC2061'DESCRIPTION IS NOW A SIDE ROAD AND APPARENTLY THE CONCRETE POSTS
 SC2061'WERE TAKEN OUT BY A ROAD GRADER.
 SC2061'
 SC2061'R.M. 1 IS SET VERTICALLY IN THE SIDE OF THE FRONT STEPS TO THE
 SC2061'ASPMO RESIDENCE AND CANNOT BE OCCUPIED.  THE STATION MARK WAS
 SC2061'REMOVED FROM THE CONCRETE POST.
 SC2061'
 SC2061'STATION IS LOST.
 SC2061
 SC2061                          STATION RECOVERY (1972)
 SC2061
 SC2061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 SC2061'REFERENCE MARK NO. 1 WAS RECOVERED IN GOOD CONDITION.  THE
 SC2061'STATION MARK WOULD BE IN A MACADAM ROAD, AND IS BELIEVED TO BE
 SC2061'DESTROYED.  REFERENCE MARK NO. 2 WAS SEARCHED FOR, BUT NOT
 SC2061'RECOVERED, IT MAY HAVE BEEN DESTROYED WHEN THE ROAD WAS
 SC2061'IMPROVED.  THE UNDERGROUND MARK WAS NOT SEARCHED FOR.
 SC2061'
 SC2061'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SC2061'2 MILES SOUTH OF ASTORIA.
 SC2061
 SC2061                          STATION RECOVERY (1984)
 SC2061
 SC2061'RECOVERY NOTE BY US POWER SQUADRON 1984 (RCC)
 SC2061'ASPMO - REF NO. 1 RECOVERED IN POOR CONDITION.
 SC2061'
 SC2061'STATION AND REF NO. 2 WERE NOT SEARCHED FOR AS THE WERE REPORTED
 SC2061'POSSIBLY DESTROYED BY L.F.S. IN 1972.  REF. NO. 1 DISK HAS BEEN
 SC2061'PAINTED AND SO IMPOSSIBLE TO READ.  NEED TO BE CLEANED.  HOUSE IS
 SC2061'LOCATED ON ASPMO ROAD.  HOUSE NOW OWNED AND OCCUPIED BY ARTHUR
 SC2061'HUBER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AD9155 ***********************************************************************
 AD9155  PACS        -  This is a Primary Airport Control Station.
 AD9155  DESIGNATION -  AST A
 AD9155  PID         -  AD9155
 AD9155  STATE/COUNTY-  OR/CLATSOP
 AD9155  USGS QUAD   -  WARRENTON (1996)
 AD9155
 AD9155                         *CURRENT SURVEY CONTROL
 AD9155  ___________________________________________________________________
 AD9155* NAD 83(2007)-  46 09 32.38751(N)    123 53 12.26752(W)     ADJUSTED  
 AD9155* NAVD 88     -         3.06   (meters)      10.0    (feet)  GPS OBS   
 AD9155  ___________________________________________________________________
 AD9155  EPOCH DATE  -        2007.00
 AD9155  X           -  -2,467,493.305 (meters)                     COMP
 AD9155  Y           -  -3,673,853.632 (meters)                     COMP
 AD9155  Z           -   4,577,491.780 (meters)                     COMP
 AD9155  LAPLACE CORR-          14.22  (seconds)                    DEFLEC99
 AD9155  ELLIP HEIGHT-         -20.448 (meters)          (02/10/07) ADJUSTED
 AD9155  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 AD9155
 AD9155  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AD9155  Type    PID    Designation                      North   East  Ellip
 AD9155  -------------------------------------------------------------------
 AD9155  NETWORK AD9155 AST A                             0.31   0.22   0.65
 AD9155  -------------------------------------------------------------------
 AD9155
 AD9155.This mark is at Astoria Regional Airport (AST)
 AD9155
 AD9155.The horizontal coordinates were established by GPS observations
 AD9155.and adjusted by the National Geodetic Survey in February 2007.
 AD9155
 AD9155.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AD9155.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AD9155.The horizontal coordinates are valid at the epoch date displayed above.
 AD9155.The epoch date for horizontal control is a decimal equivalence
 AD9155.of Year/Month/Day.
 AD9155
 AD9155.The orthometric height was determined by GPS observations and a
 AD9155.high-resolution geoid model.
 AD9155
 AD9155.GPS derived orthometric heights for airport stations designated as
 AD9155.PACS or SACS are published to 2 decimal places.  This maintains
 AD9155.centimeter relative accuracy between the PACS and SACS.  It does
 AD9155.not indicate centimeter accuracy relative to other marks which are
 AD9155.part of the NAVD 88 network.
 AD9155
 AD9155.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9155
 AD9155.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9155
 AD9155.The ellipsoidal height was determined by GPS observations
 AD9155.and is referenced to NAD 83.
 AD9155
 AD9155.The geoid height was determined by GEOID03.
 AD9155
 AD9155;                    North         East     Units Scale Factor Converg.
 AD9155;SPC OR N     -   282,450.488 2,238,469.345   MT  1.00004433   -2 24 06.6
 AD9155;SPC OR N     -   926,674.83  7,344,059.53   iFT  1.00004433   -2 24 06.6
 AD9155;UTM  10      - 5,112,095.488   431,534.636   MT  0.99965762   -0 38 22.6
 AD9155
 AD9155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9155!SPC OR N     -   1.00000321  x   1.00004433  =   1.00004754
 AD9155!UTM  10      -   1.00000321  x   0.99965762  =   0.99966082
 AD9155
 AD9155:                Primary Azimuth Mark                     Grid Az
 AD9155:SPC OR N     -  AST AP 1963 STA D2                       096 25 56.4
 AD9155:UTM  10      -  AST AP 1963 STA D2                       094 40 12.4
 AD9155
 AD9155|---------------------------------------------------------------------|
 AD9155| PID    Reference Object                     Distance      Geod. Az  |
 AD9155|                                                           dddmmss.s |
 AD9155| AD9157 AST AP 1963 STA D2                  APPROX. 1.1 KM 0940149.8 |
 AD9155| AD9156 AST ARP 2                           APPROX. 0.6 KM 0972158.8 |
 AD9155|---------------------------------------------------------------------|
 AD9155
 AD9155                          SUPERSEDED SURVEY CONTROL
 AD9155
 AD9155  NAD 83(1998)-  46 09 32.38492(N)    123 53 12.27102(W) AD(       ) B
 AD9155  ELLIP H (07/02/01)  -20.440  (m)                       GP(       ) 3 2
 AD9155  NAD 83(1998)-  46 09 32.38446(N)    123 53 12.27175(W) AD(       ) B
 AD9155  ELLIP H (07/02/97)  -20.425  (m)                       GP(       ) 3 1
 AD9155
 AD9155.Superseded values are not recommended for survey control.
 AD9155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9155.See file dsdata.txt to determine how the superseded data were derived.
 AD9155
 AD9155_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS3153512095(NAD 83)
 AD9155_MARKER: I = METAL ROD
 AD9155_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AD9155_STAMPING: AST A 1996
 AD9155_MARK LOGO: NGS   
 AD9155_PROJECTION: FLUSH
 AD9155_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9155_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD9155_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9155+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2003
 AD9155_ROD/PIPE-DEPTH: 25.3 meters
 AD9155_SLEEVE-DEPTH  : 0.9 meters
 AD9155
 AD9155  HISTORY     - Date     Condition        Report By
 AD9155  HISTORY     - 1996     MONUMENTED       CHANCE
 AD9155  HISTORY     - 19971117 GOOD             NGS
 AD9155  HISTORY     - 20031003 GOOD             ORION
 AD9155
 AD9155                          STATION DESCRIPTION
 AD9155
 AD9155'DESCRIBED BY JE CHANCE AND ASSOCIATES 1996 (SDC)
 AD9155'THE STATION IS LOCATED ABOUT 11 MILES (17.7 KM) NORTH OF SEASIDE, 2
 AD9155'MILES (3.2 KM) EAST OF WARRENTON AND 2.5 MILES (4.0 KM) SOUTHWEST OF
 AD9155'ASTORIA AT THE ASTORIA REGIONAL AIRPORT, RON LARSEN - AIRPORT
 AD9155'OPERATIONS, PHONE 503-325-4521  TO REACH THE STATION FROM THE JUNCTION
 AD9155'OF US HIGHWAY 101 (ALSO SH 26) AND STATE HIGHWAY 202 IN SOUTHWEST
 AD9155'ASTORIA, PROCEED SOUTH ON US HIGHWAY 101 3.2 MILES (5.1 KM) TO
 AD9155'JUNCTION WITH US HIGHWAY 101 BUSINESS ROUTE ON THE LEFT, TURN LEFT AND
 AD9155'PROCEED EAST ON HWY 101 BUS 0.4 MILES (0.6 KM) TO ASTORIA AIRPORT ROAD
 AD9155'ON THE LEFT, TURN LEFT AND PROCEED EASTERLY ON ASTORIA AIRPORT ROAD
 AD9155'1.15 MILES (1.85 KM) TO A GATE ON THE SOUTH SIDE OF THE TERMINAL
 AD9155'BUILDING, OBTAIN PERMISSION, PROCEED EAST THROUGH THE MAIN GATE AND
 AD9155'EAST-NORTHEAST ACROSS THE RAMP 0.05 MILES (0.08 KM) TO THE EASTERN
 AD9155'EDGE OF THE RAMP, TURN LEFT AND PROCEED NORTH ALONG THE EDGE OF THE
 AD9155'RAMP 0.3 MILES (0.5 KM) TO A 3 WAY JUNCTION WITH RAMP,TAXIWAY A2 AND
 AD9155'TAXIWAY A3.  TURN LEFT AND PROCEED NORTHWEST ON TAXIWAY A3 0.3 MILES
 AD9155'(0.5 KM) TO THE STATION ON THE LEFT BETWEEN TWO UNUSED TIEDOWN AREAS
 AD9155'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD DRIVEN TO
 AD9155'REFUSAL AT A DEPTH OF 25.3 M, (83.0 FT) RECESSED 10 CM BELOW GROUND
 AD9155'LEVEL IN A 2.5 CM DIA GREASE FILLED FINNED PLASTIC SLEEVE 90 CM LONG
 AD9155'ENCASED IN A 12.7 CM DIA PVC PIPE WITH NGS LOGO CAP SURROUNDED BY
 AD9155'CONCRETE.  THE LOGO CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND.
 AD9155'THE STATION IS LOCATED 23.0 M (75.5 FT) SOUTH OF THE CENTERLINE OF
 AD9155'TAXIWAY A3, 51.45 M (168.80 FT) NORTHEAST OF A BRASS CAP SET IN THE
 AD9155'CENTER OF A COMPASS ROSE, 33.1 M (108.6 FT) EAST OF THE CENTERLINE OF
 AD9155'A TIE DOWN AREA RAMP, 22.0 M (72.2 FT) SOUTHEAST OF THE 1ST TAXI LIGHT
 AD9155'SOUTHEAST OF THE TIEDOWN RAMP, 22.0 M (72.2 FT) WEST OF THE SECOND
 AD9155'TAXI LIGHT SOUTHEAST OF THE TIEDOWN RAMP, 17.9 M (58.7 FT) SOUTHWEST
 AD9155'OF A RECTANGULAR DRAIN INLET AND 1.0 M (3.3 FT) NORTH OF A CARSONITE
 AD9155'WITNESS POST  THE STATION IS DESIGNATED AS A PRIMARY AIRPORT CONTROL
 AD9155'STATION (PACS) - OREGON ANA SURVEYS 1996
 AD9155
 AD9155                          STATION RECOVERY (1997)
 AD9155
 AD9155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AD9155'RECOVERED AS DESCRIBED.
 AD9155
 AD9155                          STATION RECOVERY (2003)
 AD9155
 AD9155'RECOVERY NOTE BY ORION GPS 2003 (JDP)
 AD9155'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AD9157 ***********************************************************************
 AD9157  SACS        -  This is a Secondary Airport Control Station.
 AD9157  DESIGNATION -  AST AP 1963 STA D2
 AD9157  PID         -  AD9157
 AD9157  STATE/COUNTY-  OR/CLATSOP
 AD9157  USGS QUAD   -  ASTORIA (1984)
 AD9157
 AD9157                         *CURRENT SURVEY CONTROL
 AD9157  ___________________________________________________________________
 AD9157* NAD 83(2007)-  46 09 29.94559(N)    123 52 22.45792(W)     ADJUSTED  
 AD9157* NAVD 88     -         3.34   (meters)      11.0    (feet)  GPS OBS   
 AD9157  ___________________________________________________________________
 AD9157  EPOCH DATE  -        2007.00
 AD9157  X           -  -2,466,636.502 (meters)                     COMP
 AD9157  Y           -  -3,674,494.739 (meters)                     COMP
 AD9157  Z           -   4,577,439.810 (meters)                     COMP
 AD9157  LAPLACE CORR-          13.66  (seconds)                    DEFLEC99
 AD9157  ELLIP HEIGHT-         -20.095 (meters)          (02/10/07) ADJUSTED
 AD9157  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 AD9157
 AD9157  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AD9157  Type    PID    Designation                      North   East  Ellip
 AD9157  -------------------------------------------------------------------
 AD9157  NETWORK AD9157 AST AP 1963 STA D2                0.37   0.24   0.67
 AD9157  -------------------------------------------------------------------
 AD9157
 AD9157.This mark is at Astoria Regional Airport (AST)
 AD9157
 AD9157.The horizontal coordinates were established by GPS observations
 AD9157.and adjusted by the National Geodetic Survey in February 2007.
 AD9157
 AD9157.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AD9157.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AD9157.The horizontal coordinates are valid at the epoch date displayed above.
 AD9157.The epoch date for horizontal control is a decimal equivalence
 AD9157.of Year/Month/Day.
 AD9157
 AD9157.The orthometric height was determined by GPS observations and a
 AD9157.high-resolution geoid model.
 AD9157
 AD9157.GPS derived orthometric heights for airport stations designated as
 AD9157.PACS or SACS are published to 2 decimal places.  This maintains
 AD9157.centimeter relative accuracy between the PACS and SACS.  It does
 AD9157.not indicate centimeter accuracy relative to other marks which are
 AD9157.part of the NAVD 88 network.
 AD9157
 AD9157.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9157
 AD9157.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9157
 AD9157.The ellipsoidal height was determined by GPS observations
 AD9157.and is referenced to NAD 83.
 AD9157
 AD9157.The geoid height was determined by GEOID03.
 AD9157
 AD9157;                    North         East     Units Scale Factor Converg.
 AD9157;SPC OR N     -   282,330.455 2,239,534.018   MT  1.00004413   -2 23 31.3
 AD9157;SPC OR N     -   926,281.02  7,347,552.55   iFT  1.00004413   -2 23 31.3
 AD9157;UTM  10      - 5,112,008.288   432,602.084   MT  0.99965584   -0 37 46.6
 AD9157
 AD9157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9157!SPC OR N     -   1.00000315  x   1.00004413  =   1.00004728
 AD9157!UTM  10      -   1.00000315  x   0.99965584  =   0.99965899
 AD9157
 AD9157:                Primary Azimuth Mark                     Grid Az
 AD9157:SPC OR N     -  AST A                                    276 25 57.1
 AD9157:UTM  10      -  AST A                                    274 40 12.4
 AD9157
 AD9157|---------------------------------------------------------------------|
 AD9157| PID    Reference Object                     Distance      Geod. Az  |
 AD9157|                                                           dddmmss.s |
 AD9157| AD9155 AST A                               APPROX. 1.1 KM 2740225.8 |
 AD9157|---------------------------------------------------------------------|
 AD9157
 AD9157                          SUPERSEDED SURVEY CONTROL
 AD9157
 AD9157  NAD 83(1998)-  46 09 29.94305(N)    123 52 22.46147(W) AD(       ) 1
 AD9157  ELLIP H (07/02/01)  -20.088  (m)                       GP(       ) 3 2
 AD9157  NAD 83(1998)-  46 09 29.94259(N)    123 52 22.46221(W) AD(       ) 1
 AD9157  ELLIP H (07/02/97)  -20.073  (m)                       GP(       ) 3 1
 AD9157
 AD9157.Superseded values are not recommended for survey control.
 AD9157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9157.See file dsdata.txt to determine how the superseded data were derived.
 AD9157
 AD9157_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS3260212008(NAD 83)
 AD9157_MARKER: DT = TOPOGRAPHIC STATION DISK
 AD9157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9157_STAMPING: AP 1963 STA D2
 AD9157_MARK LOGO: CGS   
 AD9157_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9157+STABILITY: SURFACE MOTION
 AD9157_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9157+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2004
 AD9157
 AD9157  HISTORY     - Date     Condition        Report By
 AD9157  HISTORY     - 1963     MONUMENTED       CGS
 AD9157  HISTORY     - 19960822 GOOD             CHANCE
 AD9157  HISTORY     - 19971117 GOOD             NGS
 AD9157  HISTORY     - 20040830 GOOD             USPSQD
 AD9157
 AD9157                          STATION DESCRIPTION
 AD9157
 AD9157'DESCRIBED BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 AD9157'THE STATION IS LOCATED ABOUT 11 MILES (17.7 KM) NORTH OF SEASIDE, 2
 AD9157'MILES (3.2 KM) EAST OF WARRENTON AND 2.5 MILES (4.0 KM) SOUTHWEST OF
 AD9157'ASTORIA AT THE ASTORIA REGIONAL AIRPORT, RON LARSEN - AIRPORT
 AD9157'OPERATIONS, PHONE 503-325-4521  TO REACH THE STATION FROM THE JUNCTION
 AD9157'OF US HIGHWAY 101 (ALSO SH 26) AND STATE HIGHWAY 202 IN SOUTHWEST
 AD9157'ASTORIA, PROCEED SOUTH ON US HIGHWAY 101 3.2 MILES (5.1 KM) TO
 AD9157'JUNCTION WITH US HIGHWAY 101 BUSINESS ROUTE ON THE LEFT, TURN LEFT AND
 AD9157'PROCEED EAST ON HWY 101 BUS 0.4 MILES (0.6 KM) TO ASTORIA AIRPORT ROAD
 AD9157'ON THE LEFT, TURN LEFT AND PROCEED EASTERLY ON ASTORIA AIRPORT ROAD
 AD9157'1.15 MILES (1.85 KM) TO A GATE ON THE SOUTH SIDE OF THE TERMINAL
 AD9157'BUILDING, OBTAIN PERMISSION, PROCEED EAST THROUGH THE MAIN GATE AND
 AD9157'EAST-NORTYHEAST ACROSS THE RAMP 0.05 MILES (0.08 KM) TO THE EASTERN
 AD9157'EDGE OF THE RAMP, TURN LEFT AND PROCEED NORTH ALONG THE EDGE OF THE
 AD9157'RAMP 0.3 MILES (0.5 KM) TO A 3 WAY JUNCTION WITH RAMP,TAXIWAY A2 AND
 AD9157'TAXIWAY A3.  TURN RIGHT AND PROCEED NORTHEAST ON TAXIWAY A2 0.2 MILES
 AD9157'(0.3 KM) ACROSS RUNWAY 13-31 TO THE INTERSECTION WITH TAXIWAY A, TURN
 AD9157'RIGHT AND PROCEED EAST ON TAXIWAY A 0.25 MILES (0.40 KM) TO THE
 AD9157'STATION ON THE LEFT BETWEEN THE FIRST AND SECOND PAIR OF TAXIWAY
 AD9157'LIGHTS EAST OF THE ILS BUILDING  THE STATION IS A STANDARD US COAST
 AD9157'AND GEODETIC SURVEY TOPOGRAPHIC STATION DISK SET IN THE TOP OF A
 AD9157'SQUARE CONCRETE MONUMENT, SET FLUSH WITH THE GROUND.  THE STATION IS
 AD9157'LOCATED 111.4 M (365.5 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE
 AD9157'ILS BUILDING, 40.6 M (133.2 FT) NORTH OF THE CENTERLINE OF TAXIWAY A,
 AD9157'19.8 M (65.0 FT) SOUTHEAST OF THE 4TH RUNWAY LIGHT WEST OF THE
 AD9157'DISPLACED THRESHOLD OF RWY 26, 44.7 M (146.7 FT) EAST OF A SQUARE
 AD9157'DRAIN INLET, 20.8 M (68.2 FT) SOUTH OF THE SOUTH EDGE OF THE RUNWAY,
 AD9157'0.5 M (1.6 FT) NORTH OF A CARSONITE WITNESS POST  THE STATION IS
 AD9157'DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION (SACS) - OREGON ANA
 AD9157'SURVEYS 1996
 AD9157
 AD9157                          STATION RECOVERY (1997)
 AD9157
 AD9157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AD9157'RECOVERED AS DESCRIBED.
 AD9157
 AD9157                          STATION RECOVERY (2004)
 AD9157
 AD9157'RECOVERY NOTE BY US POWER SQUADRON 2004 (SO)
 AD9157'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AD9156 ***********************************************************************
 AD9156  SACS        -  This is a Secondary Airport Control Station.
 AD9156  DESIGNATION -  AST ARP 2
 AD9156  PID         -  AD9156
 AD9156  STATE/COUNTY-  OR/CLATSOP
 AD9156  USGS QUAD   -  WARRENTON (1996)
 AD9156
 AD9156                         *CURRENT SURVEY CONTROL
 AD9156  ___________________________________________________________________
 AD9156* NAD 83(2007)-  46 09 30.06794(N)    123 52 46.45690(W)     ADJUSTED  
 AD9156* NAVD 88     -         3.53   (meters)      11.6    (feet)  GPS OBS   
 AD9156  ___________________________________________________________________
 AD9156  EPOCH DATE  -        2007.00
 AD9156  X           -  -2,467,062.555 (meters)                     COMP
 AD9156  Y           -  -3,674,205.547 (meters)                     COMP
 AD9156  Z           -   4,577,442.537 (meters)                     COMP
 AD9156  LAPLACE CORR-          13.95  (seconds)                    DEFLEC99
 AD9156  ELLIP HEIGHT-         -19.941 (meters)          (02/10/07) ADJUSTED
 AD9156  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 AD9156
 AD9156  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AD9156  Type    PID    Designation                      North   East  Ellip
 AD9156  -------------------------------------------------------------------
 AD9156  NETWORK AD9156 AST ARP 2                         0.33   0.24   0.67
 AD9156  -------------------------------------------------------------------
 AD9156
 AD9156.This mark is at Astoria Regional Airport (AST)
 AD9156
 AD9156.The horizontal coordinates were established by GPS observations
 AD9156.and adjusted by the National Geodetic Survey in February 2007.
 AD9156
 AD9156.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AD9156.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AD9156.The horizontal coordinates are valid at the epoch date displayed above.
 AD9156.The epoch date for horizontal control is a decimal equivalence
 AD9156.of Year/Month/Day.
 AD9156
 AD9156.The orthometric height was determined by GPS observations and a
 AD9156.high-resolution geoid model.
 AD9156
 AD9156.GPS derived orthometric heights for airport stations designated as
 AD9156.PACS or SACS are published to 2 decimal places.  This maintains
 AD9156.centimeter relative accuracy between the PACS and SACS.  It does
 AD9156.not indicate centimeter accuracy relative to other marks which are
 AD9156.part of the NAVD 88 network.
 AD9156
 AD9156.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9156
 AD9156.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9156
 AD9156.The ellipsoidal height was determined by GPS observations
 AD9156.and is referenced to NAD 83.
 AD9156
 AD9156.The geoid height was determined by GEOID03.
 AD9156
 AD9156;                    North         East     Units Scale Factor Converg.
 AD9156;SPC OR N     -   282,355.743 2,239,019.678   MT  1.00004414   -2 23 48.3
 AD9156;SPC OR N     -   926,363.99  7,345,865.09   iFT  1.00004414   -2 23 48.3
 AD9156;UTM  10      - 5,112,017.742   432,087.409   MT  0.99965670   -0 38 03.9
 AD9156
 AD9156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9156!SPC OR N     -   1.00000313  x   1.00004414  =   1.00004727
 AD9156!UTM  10      -   1.00000313  x   0.99965670  =   0.99965982
 AD9156
 AD9156:                Primary Azimuth Mark                     Grid Az
 AD9156:SPC OR N     -  AST A                                    279 46 05.7
 AD9156:UTM  10      -  AST A                                    278 00 21.3
 AD9156
 AD9156|---------------------------------------------------------------------|
 AD9156| PID    Reference Object                     Distance      Geod. Az  |
 AD9156|                                                           dddmmss.s |
 AD9156| AD9155 AST A                               APPROX. 0.6 KM 2772217.4 |
 AD9156|---------------------------------------------------------------------|
 AD9156
 AD9156                          SUPERSEDED SURVEY CONTROL
 AD9156
 AD9156  NAD 83(1998)-  46 09 30.06537(N)    123 52 46.46043(W) AD(       ) 1
 AD9156  ELLIP H (07/02/01)  -19.934  (m)                       GP(       ) 3 2
 AD9156  NAD 83(1998)-  46 09 30.06491(N)    123 52 46.46117(W) AD(       ) 1
 AD9156  ELLIP H (07/02/97)  -19.919  (m)                       GP(       ) 3 1
 AD9156
 AD9156.Superseded values are not recommended for survey control.
 AD9156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9156.See file dsdata.txt to determine how the superseded data were derived.
 AD9156
 AD9156_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS3208712018(NAD 83)
 AD9156_MARKER: DT = TOPOGRAPHIC STATION DISK
 AD9156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9156_STAMPING: ARP 2 1963
 AD9156_MARK LOGO: CGS   
 AD9156_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9156+STABILITY: SURFACE MOTION
 AD9156_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9156+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2004
 AD9156
 AD9156  HISTORY     - Date     Condition        Report By
 AD9156  HISTORY     - 1963     MONUMENTED       CGS
 AD9156  HISTORY     - 19960822 GOOD             CHANCE
 AD9156  HISTORY     - 19971117 GOOD             NGS
 AD9156  HISTORY     - 20040830 GOOD             USPSQD
 AD9156
 AD9156                          STATION DESCRIPTION
 AD9156
 AD9156'DESCRIBED BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 AD9156'THE STATION IS LOCATED ABOUT 11 MILES (17.7 KM) NORTH OF SEASIDE, 2
 AD9156'MILES (3.2 KM) EAST OF WARRENTON AND 2.5 MILES (4.0 KM) SOUTHWEST OF
 AD9156'ASTORIA AT THE ASTORIA REGIONAL AIRPORT, RON LARSEN - AIRPORT
 AD9156'OPERATIONS, PHONE 503-325-4521  TO REACH THE STATION FROM THE JUNCTION
 AD9156'OF US HIGHWAY 101 (ALSO SH 26) AND STATE HIGHWAY 202 IN SOUTHWEST
 AD9156'ASTORIA, PROCEED SOUTH ON US HIGHWAY 101 3.2 MILES (5.1 KM) TO
 AD9156'JUNCTION WITH US HIGHWAY 101 BUSINESS ROUTE ON THE LEFT, TURN LEFT AND
 AD9156'PROCEED EAST ON HWY 101 BUS 0.4 MILES (0.6 KM) TO ASTORIA AIRPORT ROAD
 AD9156'ON THE LEFT, TURN LEFT AND PROCEED EASTERLY ON ASTORIA AIRPORT ROAD
 AD9156'1.15 MILES (1.85 KM) TO A GATE ON THE SOUTH SIDE OF THE TERMINAL
 AD9156'BUILDING, OBTAIN PERMISSION, PROCEED EAST THROUGH THE MAIN GATE AND
 AD9156'EAST-NORTYHEAST ACROSS THE RAMP 0.05 MILES (0.08 KM) TO THE EASTERN
 AD9156'EDGE OF THE RAMP, TURN LEFT AND PROCEED NORTH ALONG THE EDGE OF THE
 AD9156'RAMP 0.3 MILES (0.5 KM) TO A 3 WAY JUNCTION WITH RAMP,TAXIWAY A2 AND
 AD9156'TAXIWAY A3.  TURN RIGHT AND PROCEED NORTHEAST ON TAXIWAY A2 0.1 MILES
 AD9156'(0.2 KM) ACROSS RUNWAY 13-31 TO THE STATION ON THE LEFT IN A
 AD9156'TRIANGULAR INFIELD AREA  THE STATION IS A STANDARD US COAST AND
 AD9156'GEODETIC SURVEY TOPOGRAPHIC STATION DISK SET IN THE TOP OF A SQUARE
 AD9156'CONCRETE MONUMENT, SET FLUSH WITH THE GROUND.  THE STATION IS LOCATED
 AD9156'16.3 M (53.5 FT) NORTHEAST OF THE NORTHEAST EDGE OF RUNWAY 13-31,
 AD9156'48.75 M (159.94 FT) NORTHWEST OF THE CENTERLINE OF TAXIWAY A2, 66.7 M
 AD9156'(218.8 FT) SOUTHEAST OF THE SOUTHERN EDGE OF RUNWAY 8-26, 51.25 M
 AD9156'(168.14 FT) SOUTHEAST OF THE SOUTHWEST LEG OF THE WESTERN VASI LIGHT,
 AD9156'33.8 M (110.9 FT) WEST OF THE NORTHWEST EDGE OF A -HOLD SHORT- SIGN
 AD9156'AND 1.0 M (3.3 FT) SOUTHEAST OF A CARSONITE WITNESS POST  THE STATION
 AD9156'IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION (SACS) - OREGON
 AD9156'ANA SURVEYS 1996
 AD9156
 AD9156                          STATION RECOVERY (1997)
 AD9156
 AD9156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AD9156'RECOVERED AS DESCRIBED.
 AD9156
 AD9156                          STATION RECOVERY (2004)
 AD9156
 AD9156'RECOVERY NOTE BY US POWER SQUADRON 2004 (SO)
 AD9156'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC2091 ***********************************************************************
 SC2091  DESIGNATION -  AST FERRY LOWER F RNG LT
 SC2091  PID         -  SC2091
 SC2091  STATE/COUNTY-  OR/CLATSOP
 SC2091  USGS QUAD   -  ASTORIA (1984)
 SC2091
 SC2091                         *CURRENT SURVEY CONTROL
 SC2091  ___________________________________________________________________
 SC2091* NAD 83(1991)-  46 11 18.48762(N)    123 49 38.05662(W)     ADJUSTED  
 SC2091* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 SC2091  ___________________________________________________________________
 SC2091  LAPLACE CORR-          13.07  (seconds)                    DEFLEC99
 SC2091  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 SC2091  HORZ ORDER  -  THIRD
 SC2091
 SC2091.The horizontal coordinates were established by classical geodetic methods
 SC2091.and adjusted by the National Geodetic Survey in October 1991.
 SC2091
 SC2091.The orthometric height was scaled from a topographic map.
 SC2091
 SC2091.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2091
 SC2091.The geoid height was determined by GEOID03.
 SC2091
 SC2091;                    North         East     Units Scale Factor Converg.
 SC2091;SPC OR N     -   285,532.922 2,243,196.546   MT  1.00005341   -2 21 34.7
 SC2091;SPC OR N     -   936,787.80  7,359,568.72   iFT  1.00005341   -2 21 34.7
 SC2091;SPC WA S     -   100,464.378   243,229.640   MT  0.99993842   -2 25 00.8
 SC2091;SPC WA S     -   329,606.88    797,995.91   sFT  0.99993842   -2 25 00.8
 SC2091;UTM  10      - 5,115,320.577   436,162.970   MT  0.99965009   -0 35 49.1
 SC2091
 SC2091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2091!SPC OR N     -   1.00000269  x   1.00005341  =   1.00005610
 SC2091!SPC WA S     -   1.00000269  x   0.99993842  =   0.99994111
 SC2091!UTM  10      -   1.00000269  x   0.99965009  =   0.99965278
 SC2091
 SC2091:                Primary Azimuth Mark                     Grid Az
 SC2091:SPC OR N     -  ASTORIA FULL GOSPEL CH SPIRE             082 34 10.3
 SC2091:SPC WA S     -  ASTORIA FULL GOSPEL CH SPIRE             082 37 36.4
 SC2091:UTM  10      -  ASTORIA FULL GOSPEL CH SPIRE             080 48 24.7
 SC2091
 SC2091|---------------------------------------------------------------------|
 SC2091| PID    Reference Object                     Distance      Geod. Az  |
 SC2091|                                                           dddmmss.s |
 SC2091| SC2077 ASTORIA FULL GOSPEL CH SPIRE        APPROX. 1.8 KM 0801235.6 |
 SC2091| SC2092 ASTORIA ST MARYS CHURCH SPIRE       280.722 METERS 17755     |
 SC2091| SC2011 ASTORIA U S E 1905                  APPROX. 0.9 KM 2710219.0 |
 SC2091|---------------------------------------------------------------------|
 SC2091
 SC2091                          SUPERSEDED SURVEY CONTROL
 SC2091
 SC2091  NAD 83(1986)-  46 11 18.49928(N)    123 49 38.04181(W) AD(       ) 3
 SC2091  NAD 27      -  46 11 19.12117(N)    123 49 33.52773(W) AD(       ) 3
 SC2091
 SC2091.Superseded values are not recommended for survey control.
 SC2091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2091.See file dsdata.txt to determine how the superseded data were derived.
 SC2091
 SC2091_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS3616315321(NAD 83)
 SC2091
 SC2091  HISTORY     - Date     Condition        Report By
 SC2091  HISTORY     - UNK      MONUMENTED
 SC2091  HISTORY     - 1958     SEE DESCRIPTION  CGS
 SC2091
 SC2091                          STATION DESCRIPTION
 SC2091
 SC2091'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (VRS)
 SC2091'DESTROYED--
 SC2091'
 SC2091'THERE IS NO RANGE LIGHT AT THE PLOTTED LOCATION OF THIS
 SC2091'STATION.  THE PACIFIC COAST LIGHT LIST REPORTS THE RANGE LIGHT
 SC2091'WAS MOVED IN 1952.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC2096 ***********************************************************************
 SC2096  DESIGNATION -  AST FERRY UP F RNG LT
 SC2096  PID         -  SC2096
 SC2096  STATE/COUNTY-  OR/CLATSOP
 SC2096  USGS QUAD   -  ASTORIA (1984)
 SC2096
 SC2096                         *CURRENT SURVEY CONTROL
 SC2096  ___________________________________________________________________
 SC2096* NAD 83(1991)-  46 11 25.14581(N)    123 49 00.26488(W)     ADJUSTED  
 SC2096* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 SC2096  ___________________________________________________________________
 SC2096  LAPLACE CORR-          13.02  (seconds)                    DEFLEC99
 SC2096  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 SC2096  HORZ ORDER  -  THIRD
 SC2096
 SC2096.The horizontal coordinates were established by classical geodetic methods
 SC2096.and adjusted by the National Geodetic Survey in October 1991.
 SC2096
 SC2096.The orthometric height was scaled from a topographic map.
 SC2096
 SC2096.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2096
 SC2096.The geoid height was determined by GEOID03.
 SC2096
 SC2096;                    North         East     Units Scale Factor Converg.
 SC2096;SPC OR N     -   285,705.025 2,244,014.764   MT  1.00005399   -2 21 07.9
 SC2096;SPC OR N     -   937,352.44  7,362,253.16   iFT  1.00005399   -2 21 07.9
 SC2096;SPC WA S     -   100,635.645   244,047.934   MT  0.99993820   -2 24 33.4
 SC2096;SPC WA S     -   330,168.78    800,680.60   sFT  0.99993820   -2 24 33.4
 SC2096;UTM  10      - 5,115,517.687   436,975.178   MT  0.99964883   -0 35 21.9
 SC2096
 SC2096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2096!SPC OR N     -   1.00000299  x   1.00005399  =   1.00005698
 SC2096!SPC WA S     -   1.00000299  x   0.99993820  =   0.99994119
 SC2096!UTM  10      -   1.00000299  x   0.99964883  =   0.99965182
 SC2096
 SC2096|---------------------------------------------------------------------|
 SC2096| PID    Reference Object                     Distance      Geod. Az  |
 SC2096|                                                           dddmmss.s |
 SC2096| SC2090 ASTORIA BOX CO TALLEST STACK         60.795 METERS 10348     |
 SC2096| SC2000 ASTOR COLUMN                        APPROX. 1.0 KM 1834040.2 |
 SC2096| SC2010 ASTORIA RR DEPOT FLAGPOLE           160.256 METERS 25932     |
 SC2096|---------------------------------------------------------------------|
 SC2096
 SC2096                          SUPERSEDED SURVEY CONTROL
 SC2096
 SC2096  NAD 83(1986)-  46 11 25.15773(N)    123 49 00.25096(W) AD(       ) 3
 SC2096  NAD 27      -  46 11 25.77846(N)    123 48 55.73956(W) AD(       ) 3
 SC2096
 SC2096.Superseded values are not recommended for survey control.
 SC2096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2096.See file dsdata.txt to determine how the superseded data were derived.
 SC2096
 SC2096_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS3697515518(NAD 83)
 SC2096
 SC2096  HISTORY     - Date     Condition        Report By
 SC2096  HISTORY     - UNK      MONUMENTED
 SC2096  HISTORY     - 1958     SEE DESCRIPTION  CGS
 SC2096
 SC2096                          STATION DESCRIPTION
 SC2096
 SC2096'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (VRS)
 SC2096'DESTROYED--
 SC2096'
 SC2096'THERE IS NO RANGE LIGHT AT THE PLOTTED LOCATION OF THIS
 SC2096'STATION.  THE PACIFIC COAST LIGHT LIST REPORTS THE RANGE LIGHT
 SC2096'WAS MOVED IN 1952.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC2106 ***********************************************************************
 SC2106  DESIGNATION -  AST FRY UP R RNG LT ECC
 SC2106  PID         -  SC2106
 SC2106  STATE/COUNTY-  OR/CLATSOP
 SC2106  USGS QUAD   -  ASTORIA (1984)
 SC2106
 SC2106                         *CURRENT SURVEY CONTROL
 SC2106  ___________________________________________________________________
 SC2106* NAD 83(1991)-  46 11 11.16010(N)    123 48 43.01328(W)     ADJUSTED  
 SC2106* NAVD 88     -        62.     (meters)     203.     (feet)  SCALED    
 SC2106  ___________________________________________________________________
 SC2106  LAPLACE CORR-          13.05  (seconds)                    DEFLEC99
 SC2106  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 SC2106  HORZ ORDER  -  THIRD
 SC2106
 SC2106.The horizontal coordinates were established by classical geodetic methods
 SC2106.and adjusted by the National Geodetic Survey in October 1991.
 SC2106
 SC2106.The orthometric height was scaled from a topographic map.
 SC2106
 SC2106.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2106
 SC2106.The geoid height was determined by GEOID03.
 SC2106
 SC2106;                    North         East     Units Scale Factor Converg.
 SC2106;SPC OR N     -   285,258.364 2,244,366.712   MT  1.00005277   -2 20 55.6
 SC2106;SPC OR N     -   935,887.02  7,363,407.85   iFT  1.00005277   -2 20 55.6
 SC2106;SPC WA S     -   100,188.685   244,399.397   MT  0.99993867   -2 24 20.8
 SC2106;SPC WA S     -   328,702.38    801,833.69   sFT  0.99993867   -2 24 20.8
 SC2106;UTM  10      - 5,115,082.240   437,340.552   MT  0.99964826   -0 35 09.3
 SC2106
 SC2106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2106!SPC OR N     -   0.99999390  x   1.00005277  =   1.00004666
 SC2106!SPC WA S     -   0.99999390  x   0.99993867  =   0.99993257
 SC2106!UTM  10      -   0.99999390  x   0.99964826  =   0.99964216
 SC2106
 SC2106|---------------------------------------------------------------------|
 SC2106| PID    Reference Object                     Distance      Geod. Az  |
 SC2106|                                                           dddmmss.s |
 SC2106| SC2107 ASTORIA FERRY UP R RNG LT 1938       26.639 METERS 13947     |
 SC2106| SC2092 ASTORIA ST MARYS CHURCH SPIRE       APPROX. 1.2 KM 2672057.4 |
 SC2106| SC2010 ASTORIA RR DEPOT FLAGPOLE           APPROX. 0.7 KM 3072138.3 |
 SC2106| SC2090 ASTORIA BOX CO TALLEST STACK        APPROX. 0.5 KM 3231856.2 |
 SC2106|---------------------------------------------------------------------|
 SC2106
 SC2106                          SUPERSEDED SURVEY CONTROL
 SC2106
 SC2106  NAD 83(1986)-  46 11 11.17354(N)    123 48 42.99962(W) AD(       ) 3
 SC2106  NAD 27      -  46 11 11.79364(N)    123 48 38.48729(W) AD(       ) 3
 SC2106
 SC2106.Superseded values are not recommended for survey control.
 SC2106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2106.See file dsdata.txt to determine how the superseded data were derived.
 SC2106
 SC2106_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS3734115082(NAD 83)
 SC2106_MARKER: W = UNMONUMENTED
 SC2106_SETTING: 0 = UNSPECIFIED SETTING
 SC2106
 SC2106  HISTORY     - Date     Condition        Report By
 SC2106  HISTORY     - UNK      MONUMENTED
 SC2106  HISTORY     - 1958     MARK NOT FOUND   CGS
 SC2106
 SC2106                          STATION DESCRIPTION
 SC2106
 SC2106'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (VRS)
 SC2106'THE STATION WAS NOT MARKED OR DESCRIBED AND THEREFORE WAS NOT
 SC2106'SEARCHED FOR.  THE STATION SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC2795 ***********************************************************************
 SC2795  CBN         -  This is a Cooperative Base Network Control Station.
 SC2795  DESIGNATION -  ASTO
 SC2795  PID         -  SC2795
 SC2795  STATE/COUNTY-  OR/CLATSOP
 SC2795  USGS QUAD   -  ASTORIA (1984)
 SC2795
 SC2795                         *CURRENT SURVEY CONTROL
 SC2795  ___________________________________________________________________
 SC2795* NAD 83(2007)-  46 10 24.21823(N)    123 49 55.47899(W)     ADJUSTED  
 SC2795* NAVD 88     -         4.13   (meters)      13.5    (feet)  N HEIGHT  
 SC2795  ___________________________________________________________________
 SC2795  EPOCH DATE  -        2007.00
 SC2795  X           -  -2,463,344.913 (meters)                     COMP
 SC2795  Y           -  -3,675,247.944 (meters)                     COMP
 SC2795  Z           -   4,578,601.105 (meters)                     COMP
 SC2795  LAPLACE CORR-          13.24  (seconds)                    DEFLEC99
 SC2795  ELLIP HEIGHT-         -19.084 (meters)          (02/10/07) ADJUSTED
 SC2795  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 SC2795  DYNAMIC HT  -           4.13  (meters)      13.5   (feet)  COMP
 SC2795
 SC2795  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 SC2795  Type    PID    Designation                      North   East  Ellip
 SC2795  -------------------------------------------------------------------
 SC2795  NETWORK SC2795 ASTO                              0.61   0.53   1.67
 SC2795  -------------------------------------------------------------------
 SC2795  MODELED GRAV-     980,714.9   (mgal)                       NAVD 88
 SC2795
 SC2795  VERT ORDER  -  THIRD
 SC2795
 SC2795.The horizontal coordinates were established by GPS observations
 SC2795.and adjusted by the National Geodetic Survey in February 2007.
 SC2795
 SC2795.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 SC2795.See www.ngs.noaa.gov/NationalReadjustment for more information.
 SC2795.The horizontal coordinates are valid at the epoch date displayed above.
 SC2795.The epoch date for horizontal control is a decimal equivalence
 SC2795.of Year/Month/Day.
 SC2795
 SC2795.The orthometric height was determined by differential leveling
 SC2795.and adjusted in April 1995.
 SC2795.The height was determined by precise leveling from only one NSRS
 SC2795.bench mark.  This was not adequate "tie leveling" to NSRS and was
 SC2795.allowed ONLY to validate the GPS-derived height.
 SC2795
 SC2795.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SC2795
 SC2795.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2795
 SC2795.The ellipsoidal height was determined by GPS observations
 SC2795.and is referenced to NAD 83.
 SC2795
 SC2795.The geoid height was determined by GEOID03.
 SC2795
 SC2795.The dynamic height is computed by dividing the NAVD 88
 SC2795.geopotential number by the normal gravity value computed on the
 SC2795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC2795.degrees latitude (g = 980.6199 gals.).
 SC2795
 SC2795.The modeled gravity was interpolated from observed gravity values.
 SC2795
 SC2795;                    North         East     Units Scale Factor Converg.
 SC2795;SPC OR N     -   283,874.015 2,242,754.138   MT  1.00004873   -2 21 47.0
 SC2795;SPC OR N     -   931,345.19  7,358,117.25   iFT  1.00004873   -2 21 47.0
 SC2795;UTM  10      - 5,113,649.516   435,771.957   MT  0.99965071   -0 36 01.1
 SC2795
 SC2795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2795!SPC OR N     -   1.00000299  x   1.00004873  =   1.00005172
 SC2795!UTM  10      -   1.00000299  x   0.99965071  =   0.99965370
 SC2795
 SC2795                          SUPERSEDED SURVEY CONTROL
 SC2795
 SC2795  NAD 83(1998)-  46 10 24.21628(N)    123 49 55.48211(W) AD(       ) A
 SC2795  ELLIP H (04/24/00)  -19.080  (m)                       GP(       ) 3 1
 SC2795  NAD 83(1991)-  46 10 24.21360(N)    123 49 55.48438(W) AD(       ) B
 SC2795  ELLIP H (02/25/91)  -18.930  (m)                       GP(       ) 4 1
 SC2795  NAVD 88 (10/13/99)    4.13   (m)           13.5    (f) LEVELING    3  
 SC2795  NGVD 29 (??/??/??)    3.06   (m)           10.0    (f) N HEIGHT    3  
 SC2795
 SC2795.Superseded values are not recommended for survey control.
 SC2795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2795.See file dsdata.txt to determine how the superseded data were derived.
 SC2795
 SC2795_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS3577213650(NAD 83)
 SC2795_MARKER: DD = SURVEY DISK
 SC2795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC2795_SP_SET: CONCRETE POST
 SC2795_STAMPING: ASTO 1989
 SC2795_MARK LOGO: ORDT  
 SC2795_MAGNETIC: N = NO MAGNETIC MATERIAL
 SC2795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC2795+STABILITY: SURFACE MOTION
 SC2795_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SC2795+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2008
 SC2795
 SC2795  HISTORY     - Date     Condition        Report By
 SC2795  HISTORY     - 1989     MONUMENTED       ORDT
 SC2795  HISTORY     - 19900523 GOOD
 SC2795  HISTORY     - 19960718 GOOD             NGS
 SC2795  HISTORY     - 19980330 GOOD             ORION
 SC2795  HISTORY     - 20031003 GOOD             ORION
 SC2795  HISTORY     - 20051120 GOOD             USPSQD
 SC2795  HISTORY     - 20081128 GOOD             GEOCAC
 SC2795
 SC2795                          STATION DESCRIPTION
 SC2795
 SC2795'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1989
 SC2795'THE STATION IS LOCATED IN ASTORIA AT THE OFFICE OF THE CLATSOP COUNTY
 SC2795'SURVEYOR.
 SC2795'TO REACH FROM THE SOUTH END OF THE ASTORIA MEGLER BRIDGE, GO SOUTH ON
 SC2795'US 101 FOR 0.64 KM (0.40 MI) TO ITS INTERSECTION WITH STATE HIGHWAY
 SC2795'202, TURN LEFT ON HIGHWAY 202 AND GO 2.72 KM (1.69 MI) TO THE ADDRESS
 SC2795'1100 OLNEY AVENUE ON THE LEFT.
 SC2795'THE STATION IS LOCATED 0.91 M (2.99 FT) NORTH OF THE SOUTHEAST END OF
 SC2795'THE CONCRETE WALK AROUND THE CLATSOP COUNTY SURVEYORS OFFICE.  IT IS
 SC2795'A 4 INCH BRASS CAP SET IN CONCRETE 18 INCHES BELOW THE GROUND
 SC2795'SURFACE, INSIDE AN 8 INCH DIAMETER MONUMENT BOX.  THE STATION IS
 SC2795'25.12 M (82.41 FT) NORTH OF THE CENTERLINE OF STATE HIGHWAY 202, 12.8
 SC2795'M (42.0 FT) SOUTHEAST OF THE SOUTHWEST CORNER OF THE CLATSOP COUNTY
 SC2795'SURVEYORS OFFICE AND 14.2 M (46.6 FT) SOUTHWEST OF THE SOUTHEAST
 SC2795'CORNER OF THE SURVEYORS OFFICE.
 SC2795'DESCRIBED BY STEVEN D. THORNTON, CLATSOP COUNTY SURVEYORS OFFICE.
 SC2795
 SC2795                          STATION RECOVERY (1990)
 SC2795
 SC2795'RECOVERED 1990
 SC2795'RECOVERED IN GOOD CONDITION.
 SC2795
 SC2795                          STATION RECOVERY (1996)
 SC2795
 SC2795'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (JGF)
 SC2795'THE STATION WAS RECOVERED AS DESCRIBED.  A FLASHLIGHT IS REQUIRED TO
 SC2795'ILLUMINATE THE MARK WHILE PLUMBING OVER THE STATION.
 SC2795
 SC2795                          STATION RECOVERY (1998)
 SC2795
 SC2795'RECOVERY NOTE BY ORION GPS 1998 (JDP)
 SC2795'THE STATION IS LOCATED IN SOUTHERN ASTORIA, IN A GRAVELED AREA ON THE
 SC2795'SOUTH SIDE OF THE CLATSOP COUNTY PUBLIC WORKS OFFICE.
 SC2795'OWNERSHIP--CLATSOP COUNTY, 1100 OLNEY AVENUE, ASTORIA, OR 97103-0179.
 SC2795'PHONE 503-325-9312.  TO REACH THE STATION FROM THE SOUTH END OF THE
 SC2795'ASTORIA MEGLER BRIDGE IN ASTORIA, GO SOUTHWEST ON U.S. HIGHWAY 101 FOR
 SC2795'0.64 KM (0.40 MI) TO THE INTERSECTION OF BUSINESS HIGHWAY 101 AND
 SC2795'STATE HIGHWAY 202 ON THE LEFT.  TURN LEFT, SOUTHEAST, ON BUSINESS
 SC2795'HIGHWAY 101 AND HIGHWAY 202 FOR 2.75 KM (1.70 MI) TO THE COUNTY PUBLIC
 SC2795'WORKS OFFICE AND STATION ON THE LEFT.  THE STATION IS AN OREGON
 SC2795'PRIMARY GPS STATION DISK SET IN TOP OF A MASS OF CONCRETE RECESSED 40
 SC2795'CM BELOW GROUND AND ENCASED IN A 20 CM ROUND METAL MONUMENT BOX.  IT
 SC2795'IS 25.1 M (82.3 FT) NORTH OF THE CENTER OF HIGHWAY 202, 12.8 M (42.0
 SC2795'FT) SOUTHEAST OF THE SOUTHWEST CORNER OF THE COUNTY PUBLIC WORKS
 SC2795'OFFICE, 14.2 M (46.6 FT) SOUTHWEST OF THE SOUTHEAST CORNER OF THE
 SC2795'OFFICE, AND 0.93 M (3.05 FT) NORTH OF THE SOUTHEAST END OF THE
 SC2795'CONCRETE WALK.  A FLASHLIGHT IS REQUIRED TO ILLUMINATE THE MARK WHILE
 SC2795'PLUMBING OVER THE STATION.
 SC2795
 SC2795                          STATION RECOVERY (2003)
 SC2795
 SC2795'RECOVERY NOTE BY ORION GPS 2003 (JDP)
 SC2795'RECOVERED IN GOOD CONDITION.
 SC2795
 SC2795                          STATION RECOVERY (2005)
 SC2795
 SC2795'RECOVERY NOTE BY US POWER SQUADRON 2005 (RCC)
 SC2795'RECOVERED IN GOOD CONDITION.
 SC2795
 SC2795                          STATION RECOVERY (2008)
 SC2795
 SC2795'RECOVERY NOTE BY GEOCACHING 2008 (BM)
 SC2795'IN A PAVED PARKING SPACE WITH A MONUMENT(MON)LID. USED FLASHLIGHT TO
 SC2795'OBSERVE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC2001 ***********************************************************************
 SC2001  DESIGNATION -  ASTOR 1935
 SC2001  PID         -  SC2001
 SC2001  STATE/COUNTY-  OR/CLATSOP
 SC2001  USGS QUAD   -  ASTORIA (1984)
 SC2001
 SC2001                         *CURRENT SURVEY CONTROL
 SC2001  ___________________________________________________________________
 SC2001* NAD 83(1991)-  46 10 52.78877(N)    123 49 03.21713(W)     ADJUSTED  
 SC2001* NAVD 88     -       182.     (meters)     597.     (feet)  SCALED    
 SC2001  ___________________________________________________________________
 SC2001  LAPLACE CORR-          13.21  (seconds)                    DEFLEC99
 SC2001  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 SC2001  HORZ ORDER  -  FIRST
 SC2001
 SC2001.The horizontal coordinates were established by classical geodetic methods
 SC2001.and adjusted by the National Geodetic Survey in October 1991.
 SC2001
 SC2001.The orthometric height was scaled from a topographic map.
 SC2001
 SC2001.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2001
 SC2001.The geoid height was determined by GEOID03.
 SC2001
 SC2001;                    North         East     Units Scale Factor Converg.
 SC2001;SPC OR N     -   284,709.345 2,243,910.491   MT  1.00005118   -2 21 10.0
 SC2001;SPC OR N     -   934,085.78  7,361,911.06   iFT  1.00005118   -2 21 10.0
 SC2001;SPC WA S     -    99,640.183   243,942.681   MT  0.99993928   -2 24 35.5
 SC2001;SPC WA S     -   326,902.83    800,335.28   sFT  0.99993928   -2 24 35.5
 SC2001;UTM  10      - 5,114,519.674   436,901.613   MT  0.99964894   -0 35 23.7
 SC2001
 SC2001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2001!SPC OR N     -   0.99997509  x   1.00005118  =   1.00002627
 SC2001!SPC WA S     -   0.99997509  x   0.99993928  =   0.99991437
 SC2001!UTM  10      -   0.99997509  x   0.99964894  =   0.99962404
 SC2001
 SC2001:                Primary Azimuth Mark                     Grid Az
 SC2001:SPC OR N     -  KNAPPTON TALLER SMOKESTACK               002 55 12.3
 SC2001:SPC WA S     -  KNAPPTON TALLER SMOKESTACK               002 58 37.8
 SC2001:UTM  10      -  KNAPPTON TALLER SMOKESTACK               001 09 26.0
 SC2001
 SC2001|---------------------------------------------------------------------|
 SC2001| PID    Reference Object                     Distance      Geod. Az  |
 SC2001|                                                           dddmmss.s |
 SC2001| SC2244 KNAPPTON TALLER SMOKESTACK          APPROX.10.2 KM 0003402.3 |
 SC2001| SC1902 GRAYS BAY LIGHT                     APPROX.11.7 KM 0340838.9 |
 SC2001| SC2052 ASTORIA BETHANIA LUTH CH SPIRE      APPROX. 1.5 KM 0393723.0 |
 SC2001| SC2077 ASTORIA FULL GOSPEL CH SPIRE        APPROX. 1.5 KM 0434130.1 |
 SC2001| SC2078 TONGUE POINT CROSSING LIGHT         APPROX. 6.2 KM 0470435.6 |
 SC2001| SC1984 TONGUE POINT CHANNEL F RNG LT       APPROX. 8.3 KM 0490636.8 |
 SC2001| SC1963 TONGUE POINT CHANNEL R RNG LT       APPROX. 9.3 KM 0501742.8 |
 SC2001| SC2049 ASTORIA LIGHTHOUSE DEPOT CHIM       APPROX. 4.9 KM 0532847.3 |
 SC2001| SC1988 MAIN CHANNEL BEACON 4               APPROX.11.7 KM 0534428.0 |
 SC2001| SC2000 ASTOR COLUMN                          2.234 METERS 20725     |
 SC2001| SC2020 YOUNGS BAY BRIDGE COR POST          APPROX. 2.3 KM 2233905.3 |
 SC2001| SC2022 ASTORIA PP AND L STACK              APPROX. 2.3 KM 2415855.4 |
 SC2001| SC2009 YOUNGS BAY LIGHT                    APPROX. 3.5 KM 2433951.7 |
 SC2001| SC2087 YOUNGS BAY BRIDGE CENTER 1909       APPROX. 3.9 KM 2611147.6 |
 SC2001| SC2150 WARRENTON BLACK TANK                APPROX. 7.7 KM 2621232.0 |
 SC2001| SC2190 YOUNGS BAY ENTRANCE LIGHT           APPROX. 4.8 KM 2701658.1 |
 SC2001| SC2224 SKIPANON WATERWAY LIGHT             APPROX. 6.8 KM 2722543.5 |
 SC2001| SC2200 LOWER SANDS LIGHT                   APPROX. 6.0 KM 2822756.3 |
 SC2001| SC2171 FORT STEVENS WHARF RED LIGHT        APPROX.10.8 KM 2860753.7 |
 SC2001| SC2226 DESDEMONA SANDS LH NEW              APPROX.11.7 KM 2944308.0 |
 SC2001| SC2011 ASTORIA U S E 1905                  APPROX. 1.8 KM 2962554.7 |
 SC2001| SC2027 ASTORIA C R P A STACK               APPROX. 2.5 KM 2980707.7 |
 SC2001| SC2026 ASTORIA COL R PACK ASSOC N STK      APPROX. 2.5 KM 2981722.7 |
 SC2001| SC2040 ASTORIA FLAVEL RESIDENCE CUP        APPROX. 1.5 KM 2992934.0 |
 SC2001| SC2035 ASTORIA CT HSE DOME 1909            APPROX. 1.6 KM 3012012.9 |
 SC2001| SC2021 ASTORIA UNION OIL MARINE GABLE      APPROX. 2.3 KM 3021419.1 |
 SC2001| SC2017 ASTORIA STANDARD OIL TALL TANK      APPROX. 1.9 KM 3035310.7 |
 SC2001| SC2092 ASTORIA ST MARYS CHURCH SPIRE       APPROX. 0.9 KM 3045031.5 |
 SC2001| SC2142 CHINOOK DIKE LIGHT                  APPROX.12.9 KM 3060201.7 |
 SC2001| SC2006 UPPER SANDS LIGHT                   APPROX. 5.5 KM 3061241.9 |
 SC2001| SC2053 ASTORIA OLD PARKER HOUSE CUP        APPROX. 1.6 KM 3095148.6 |
 SC2001| SC2184 MC GOWAN CHURCH SPIRE               APPROX.10.2 KM 3153313.7 |
 SC2001| SC2093 ASTORIA ST MARYS HOSP CROSS         APPROX. 1.1 KM 3171742.4 |
 SC2001| SC2089 ASTORIA RADIO STA KVAS MAST         APPROX. 1.2 KM 3212352.1 |
 SC2001| SC0999 POINT ELLICE                        APPROX. 7.9 KM 3273955.5 |
 SC2001| SC2062 MEGLER RANGE FRONT LIGHT            APPROX. 8.2 KM 3374153.8 |
 SC2001| SC2249 MEGLER FRONT RANGE BOARD            APPROX. 8.3 KM 3382011.8 |
 SC2001| SC2247 MEGLER WATER TANK                   APPROX. 8.3 KM 3384638.1 |
 SC2001| SC2050 KNAPPTON CHANNEL F RNG LT           APPROX. 6.4 KM 3481638.7 |
 SC2001| SC2010 ASTORIA RR DEPOT FLAGPOLE           APPROX. 1.0 KM 3542653.0 |
 SC2001| SC2242 QUARANTINE STATION DOCK FP          APPROX. 9.7 KM 3544043.5 |
 SC2001| SC2243 QUARANTINE LIGHT                    APPROX. 9.8 KM 3564314.4 |
 SC2001|---------------------------------------------------------------------|
 SC2001
 SC2001                          SUPERSEDED SURVEY CONTROL
 SC2001
 SC2001  NAD 83(1986)-  46 10 52.80080(N)    123 49 03.20248(W) AD(       ) 1
 SC2001  NAD 27      -  46 10 53.42171(N)    123 48 58.69141(W) AD(       ) 1
 SC2001
 SC2001.Superseded values are not recommended for survey control.
 SC2001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2001.See file dsdata.txt to determine how the superseded data were derived.
 SC2001
 SC2001_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS3690214520(NAD 83)
 SC2001_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SC2001_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 SC2001_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SC2001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC2001+STABILITY: SURFACE MOTION
 SC2001
 SC2001  HISTORY     - Date     Condition        Report By
 SC2001  HISTORY     - 1935     MONUMENTED       CGS
 SC2001  HISTORY     - 1935     SEE DESCRIPTION  CGS
 SC2001  HISTORY     - 1938     SEE DESCRIPTION  CGS
 SC2001  HISTORY     - 1942     SEE DESCRIPTION  CGS
 SC2001  HISTORY     - 1951     SEE DESCRIPTION  CGS
 SC2001  HISTORY     - 1958     SEE DESCRIPTION  CGS
 SC2001  HISTORY     - 1968     SEE DESCRIPTION  CGS
 SC2001  HISTORY     - 1985     GOOD             NGS
 SC2001  HISTORY     - 1990     GOOD             USPSQD
 SC2001  HISTORY     - 20030111 MARK NOT FOUND   USPSQD
 SC2001  HISTORY     - 20070906 MARK NOT FOUND   NGS
 SC2001
 SC2001                          STATION DESCRIPTION
 SC2001
 SC2001'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CP)
 SC2001'STATION IS LOCATED IN THE NE CORNER OF THE WALK ON ASTOR COLUMN IN
 SC2001'ASTORIA.
 SC2001'
 SC2001'STATION MARK IS A STANDARD DISK SET IN THE SIDEWALK AROUND THE
 SC2001'TOP OF THE COLUMN.
 SC2001'
 SC2001'NO REFERENCE MARKS PLACED.
 SC2001'
 SC2001'TO REACH FROM THE BUSINESS DISTRICT IN ASTORIA GO S UP THE HILL AS
 SC2001'PER SIGN READING ASTOR COLUMN.
 SC2001
 SC2001                          STATION RECOVERY (1935)
 SC2001
 SC2001'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RWK)
 SC2001'THE STATION IS A STANDARD DISK SET IN THE CONCRETE FLOOR OF THE
 SC2001'LOOKOUT PLATFORM ON THE ASTORIA COLUMN ON COXCOMB HILL ABOVE THE
 SC2001'TOWN OF ASTORIA.  THE STATION IS IN THE NE CORNER OF THE PLATFORM.
 SC2001'
 SC2001'A SMALL BRONZE PLUG WITH A SMALL HOLE DRILLED IN IT WAS SET IN
 SC2001'THE NW CORNER OF THE PLATFORM AND USED AS AN ECCENTRIC STATION.
 SC2001
 SC2001                          STATION RECOVERY (1938)
 SC2001
 SC2001'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (WMS)
 SC2001'THIS STATION IS MARKED BY A STANDARD C. AND G.S. DISK CEMENTED IN
 SC2001'DRILL HOLE IN THE NE CORNER OF THE CONCRETE PLATFORM NEAR THE TOP
 SC2001'OF THE ASTOR COLUMN, ON THE TOP OF COXCOMB HILL IN ASTORIA, OREGON.
 SC2001'
 SC2001'THERE ARE NO REFERENCE MARKS.
 SC2001
 SC2001                          STATION RECOVERY (1942)
 SC2001
 SC2001'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (JCP)
 SC2001'THE STATION MARK WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.  IT
 SC2001'IS A BRONZE DISK SET IN THE CONCRETE FLOOR OF THE LOOKOUT PLATFORM
 SC2001'ON THE ASTOR COLUMN NEAR THE NE CORNER OF THE PLATFORM.
 SC2001'
 SC2001'A SMALL BRONZE PLUG WITH A SMALL HOLE DRILLED IN IT WAS FOUND IN
 SC2001'THE NW CORNER OF THE PLATFORM.  THIS WAS USED AS AN ECCENTRIC
 SC2001'STATION.  THE FOLLOWING DISTANCE WAS MEASURED--
 SC2001
 SC2001                          STATION RECOVERY (1951)
 SC2001
 SC2001'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HGC)
 SC2001'THE STATION IS A STANDARD DISK CEMENTED IN A DRILL HOLE NEAR THE
 SC2001'NE CORNER OF THE CONCRETE WALKWAY AT THE TOP OF ASTOR COLUMN.  THE
 SC2001'MARK IS STAMPED ASTOR 1934.
 SC2001
 SC2001                          STATION RECOVERY (1958)
 SC2001
 SC2001'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (VRS)
 SC2001'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY
 SC2001'R. W. K. IN 1935.
 SC2001
 SC2001                          STATION RECOVERY (1968)
 SC2001
 SC2001'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (CP)
 SC2001'MARK FOUND AS DESCRIBED -- DESCRIPTION ADEQUATE
 SC2001
 SC2001                          STATION RECOVERY (1985)
 SC2001
 SC2001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (JMW)
 SC2001'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 SC2001
 SC2001                          STATION RECOVERY (1990)
 SC2001
 SC2001'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCC)
 SC2001'RECOVERED IN GOOD CONDITION.
 SC2001
 SC2001                          STATION RECOVERY (2003)
 SC2001
 SC2001'RECOVERY NOTE BY US POWER SQUADRON 2003 (DMJ)
 SC2001'MARK NOT FOUND.
 SC2001
 SC2001                          STATION RECOVERY (2007)
 SC2001
 SC2001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2007 (DW)
 SC2001'PLAZA RENOVATION COMPLETED IN 2002.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC2000 ***********************************************************************
 SC2000  DESIGNATION -  ASTOR COLUMN
 SC2000  PID         -  SC2000
 SC2000  STATE/COUNTY-  OR/CLATSOP
 SC2000  USGS QUAD   -  ASTORIA (1984)
 SC2000
 SC2000                         *CURRENT SURVEY CONTROL
 SC2000  ___________________________________________________________________
 SC2000* NAD 83(1991)-  46 10 52.72453(N)    123 49 03.26510(W)     ADJUSTED  
 SC2000* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 SC2000  ___________________________________________________________________
 SC2000  LAPLACE CORR-          13.21  (seconds)                    DEFLEC99
 SC2000  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 SC2000  HORZ ORDER  -  THIRD
 SC2000
 SC2000.The horizontal coordinates were established by classical geodetic methods
 SC2000.and adjusted by the National Geodetic Survey in October 1991.
 SC2000
 SC2000.The orthometric height was scaled from a topographic map.
 SC2000
 SC2000.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2000
 SC2000.The geoid height was determined by GEOID03.
 SC2000
 SC2000;                    North         East     Units Scale Factor Converg.
 SC2000;SPC OR N     -   284,707.406 2,243,909.381   MT  1.00005118   -2 21 10.0
 SC2000;SPC OR N     -   934,079.42  7,361,907.42   iFT  1.00005118   -2 21 10.0
 SC2000;SPC WA S     -    99,638.245   243,941.570   MT  0.99993929   -2 24 35.5
 SC2000;SPC WA S     -   326,896.48    800,331.63   sFT  0.99993929   -2 24 35.5
 SC2000;UTM  10      - 5,114,517.702   436,900.564   MT  0.99964894   -0 35 23.7
 SC2000
 SC2000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2000!SPC OR N     -   1.00000330  x   1.00005118  =   1.00005448
 SC2000!SPC WA S     -   1.00000330  x   0.99993929  =   0.99994259
 SC2000!UTM  10      -   1.00000330  x   0.99964894  =   0.99965224
 SC2000
 SC2000                          SUPERSEDED SURVEY CONTROL
 SC2000
 SC2000  NAD 83(1986)-  46 10 52.74037(N)    123 49 03.24927(W) AD(       ) 4
 SC2000  NAD 27      -  46 10 53.35993(N)    123 48 58.73719(W) AD(       ) 3
 SC2000
 SC2000.Superseded values are not recommended for survey control.
 SC2000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2000.See file dsdata.txt to determine how the superseded data were derived.
 SC2000
 SC2000_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS3690114518(NAD 83)
 SC2000_MARKER: 82 = FINIAL
 SC2000_SETTING: 0 = UNSPECIFIED SETTING
 SC2000_MARK LOGO: CGS   
 SC2000_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SC2000+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2007
 SC2000
 SC2000  HISTORY     - Date     Condition        Report By
 SC2000  HISTORY     - 1935     FIRST OBSERVED   CGS
 SC2000  HISTORY     - 1935     GOOD             CGS
 SC2000  HISTORY     - 1951     SEE DESCRIPTION  CGS
 SC2000  HISTORY     - 1968     SEE DESCRIPTION  CGS
 SC2000  HISTORY     - 1985     GOOD             NGS
 SC2000  HISTORY     - 19881213 GOOD             MGSINC
 SC2000  HISTORY     - 1989     GOOD             USPSQD
 SC2000  HISTORY     - 19890915 GOOD             MGSINC
 SC2000  HISTORY     - 1990     GOOD             USPSQD
 SC2000  HISTORY     - 20030111 GOOD             USPSQD
 SC2000  HISTORY     - 20070906 GOOD             NGS
 SC2000
 SC2000                          STATION DESCRIPTION
 SC2000
 SC2000'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (RWK)
 SC2000'THE STATION IS THE FINIAL ATOP THE ASTOR COLUMN ON COXCOMB HILL,
 SC2000'ASTORIA.
 SC2000
 SC2000                          STATION RECOVERY (1935)
 SC2000
 SC2000'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 SC2000'RECOVERED IN GOOD CONDITION.
 SC2000
 SC2000                          STATION RECOVERY (1951)
 SC2000
 SC2000'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HGC)
 SC2000'STATION IS THE FINIAL ATOP THE ASTOR COLUMN ON COXCOMB HILL,
 SC2000'ASTORIA.
 SC2000
 SC2000                          STATION RECOVERY (1968)
 SC2000
 SC2000'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RAD)
 SC2000'THIS INTERSECTION STATION WAS RECOVERED AS DESCRIBED.
 SC2000'
 SC2000'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SC2000'IN ASTORIA, OREGON.
 SC2000
 SC2000                          STATION RECOVERY (1985)
 SC2000
 SC2000'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (JMW)
 SC2000'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 SC2000
 SC2000                          STATION RECOVERY (1988)
 SC2000
 SC2000'RECOVERY NOTE BY MINISTER AND GLAESER 1988
 SC2000'RECOVERED IN GOOD CONDITION.
 SC2000
 SC2000                          STATION RECOVERY (1989)
 SC2000
 SC2000'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 SC2000'RECOVERED IN GOOD CONDITION.
 SC2000
 SC2000                          STATION RECOVERY (1989)
 SC2000
 SC2000'RECOVERY NOTE BY MINISTER AND GLAESER 1989
 SC2000'STATION IS THE FINIAL ATOP THE ASTOR COLUMN ON COXCOMB HILL,
 SC2000'ASTORIA.
 SC2000
 SC2000                          STATION RECOVERY (1990)
 SC2000
 SC2000'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCC)
 SC2000'RECOVERED IN GOOD CONDITION.
 SC2000
 SC2000                          STATION RECOVERY (2003)
 SC2000
 SC2000'RECOVERY NOTE BY US POWER SQUADRON 2003 (DMJ)
 SC2000'RECOVERED IN GOOD CONDITION.
 SC2000
 SC2000                          STATION RECOVERY (2007)
 SC2000
 SC2000'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2007 (DW)
 SC2000'EDIFICE IS COMMONLY KNOWN AS 'ASTORIA COLUMN.'
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC2012 ***********************************************************************
 SC2012  DESIGNATION -  ASTOR PT 1851
 SC2012  PID         -  SC2012
 SC2012  STATE/COUNTY-  OR/CLATSOP
 SC2012  USGS QUAD   -  ASTORIA (1984)
 SC2012
 SC2012                         *CURRENT SURVEY CONTROL
 SC2012  ___________________________________________________________________
 SC2012* NAD 83(1991)-  46 11 27.98848(N)    123 50 25.73805(W)     ADJUSTED  
 SC2012* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 SC2012  ___________________________________________________________________
 SC2012  LAPLACE CORR-          13.00  (seconds)                    DEFLEC99
 SC2012  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 SC2012  HORZ ORDER  -  THIRD
 SC2012
 SC2012.The horizontal coordinates were established by classical geodetic methods
 SC2012.and adjusted by the National Geodetic Survey in October 1991.
 SC2012
 SC2012.The orthometric height was scaled from a topographic map.
 SC2012
 SC2012.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2012
 SC2012.The geoid height was determined by GEOID03.
 SC2012
 SC2012;                    North         East     Units Scale Factor Converg.
 SC2012;SPC OR N     -   285,868.223 2,242,186.988   MT  1.00005423   -2 22 08.5
 SC2012;SPC OR N     -   937,887.87  7,356,256.52   iFT  1.00005423   -2 22 08.5
 SC2012;SPC WA S     -   100,800.651   242,220.535   MT  0.99993810   -2 25 35.4
 SC2012;SPC WA S     -   330,710.14    794,685.21   sFT  0.99993810   -2 25 35.4
 SC2012;UTM  10      - 5,115,624.545   435,143.988   MT  0.99965171   -0 36 23.6
 SC2012
 SC2012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2012!SPC OR N     -   1.00000285  x   1.00005423  =   1.00005708
 SC2012!SPC WA S     -   1.00000285  x   0.99993810  =   0.99994095
 SC2012!UTM  10      -   1.00000285  x   0.99965171  =   0.99965456
 SC2012
 SC2012:                Primary Azimuth Mark                     Grid Az
 SC2012:SPC OR N     -  CLIFF POINT                              002 51 49.4
 SC2012:SPC WA S     -  CLIFF POINT                              002 55 16.3
 SC2012:UTM  10      -  CLIFF POINT                              001 06 04.5
 SC2012
 SC2012|---------------------------------------------------------------------|
 SC2012| PID    Reference Object                     Distance      Geod. Az  |
 SC2012|                                                           dddmmss.s |
 SC2012| SC2240 CLIFF POINT                         APPROX. 7.9 KM 0002940.9 |
 SC2012| SC2138 TANSY PT 1851                       APPROX. 6.5 KM 2683920.3 |
 SC2012|---------------------------------------------------------------------|
 SC2012
 SC2012                          SUPERSEDED SURVEY CONTROL
 SC2012
 SC2012  NAD 83(1986)-  46 11 28.00036(N)    123 50 25.72144(W) AD(       ) 3
 SC2012  NAD 27      -  46 11 28.62426(N)    123 50 21.20854(W) AD(       ) 3
 SC2012
 SC2012.Superseded values are not recommended for survey control.
 SC2012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2012.See file dsdata.txt to determine how the superseded data were derived.
 SC2012
 SC2012_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS3514415625(NAD 83)
 SC2012
 SC2012  HISTORY     - Date     Condition        Report By
 SC2012  HISTORY     - 1851     MONUMENTED       CGS
 SC2012  HISTORY     - 1934     SEE DESCRIPTION  CGS
 SC2012  HISTORY     - 1958     SEE DESCRIPTION  CGS
 SC2012
 SC2012                          STATION DESCRIPTION
 SC2012
 SC2012'DESCRIBED BY COAST AND GEODETIC SURVEY 1851 (RDC)
 SC2012'ON ASTOR POINT ABOUT 2 METERS FROM THE EDGE OF THE RIVER AND 7
 SC2012'FEET ABOVE THE HIGH-WATER MARK.  THE STATION IS MARKED BY A CROSS
 SC2012'ON A FLAT STONE 3 FEET BELOW THE SURFACE.  THERE ARE THREE STAKES
 SC2012'AROUND THE STATION, EACH 1.83 METERS DISTANT.
 SC2012
 SC2012                          STATION RECOVERY (1934)
 SC2012
 SC2012'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (GRJ)
 SC2012'ASTOR POINT STATION HAS BEEN OBLITERATED.  EXTENSIVE IMPROVEMENTS
 SC2012'HAVE BEEN MADE HERE AND THE STATION CANNOT BE FOUND.  SEE MC ARTHURS
 SC2012'WRITTEN DESCRIPTION MADE IN 1933.
 SC2012
 SC2012                          STATION RECOVERY (1958)
 SC2012
 SC2012'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (VRS)
 SC2012'A THREE-POINT THEODILITE PROBLEM WAS SOLVED TO FIND THE POSITION
 SC2012'OF THIS STATION.  THE LOCATION WAS EXCAVATED TO A DEPTH OF 5 FEET
 SC2012'OR 3 FEET ABOVE MEAN HIGH WATER.  AT THIS DEPTH THE SOIL WAS STILL
 SC2012'FILL MATERIAL.  THE STATION WAS ORIGINALLY SET 4 FEET ABOVE MEAN
 SC2012'HIGH WATER.  THE STATION WAS NOT RECOVERED AND IS PROBABLY LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC0942 ***********************************************************************
 SC0942  DESIGNATION -  ASTOR=GALENA
 SC0942  PID         -  SC0942
 SC0942  STATE/COUNTY-  OR/CLATSOP
 SC0942  USGS QUAD   -  WARRENTON (1996)
 SC0942
 SC0942                         *CURRENT SURVEY CONTROL
 SC0942  ___________________________________________________________________
 SC0942* NAD 83(1991)-  46 08 59.14254(N)    123 57 21.47479(W)     ADJUSTED  
 SC0942* NAVD 88     -        27.183  (meters)      89.18   (feet)  ADJUSTED  
 SC0942  ___________________________________________________________________
 SC0942  LAPLACE CORR-          15.21  (seconds)                    DEFLEC99
 SC0942  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 SC0942  DYNAMIC HT  -          27.185 (meters)      89.19  (feet)  COMP
 SC0942  MODELED GRAV-     980,707.6   (mgal)                       NAVD 88
 SC0942
 SC0942  HORZ ORDER  -  SECOND
 SC0942  VERT ORDER  -  SECOND    CLASS 0
 SC0942
 SC0942.The horizontal coordinates were established by classical geodetic methods
 SC0942.and adjusted by the National Geodetic Survey in October 1991.
 SC0942
 SC0942.The orthometric height was determined by differential leveling
 SC0942.and adjusted in June 1991.
 SC0942
 SC0942.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC0942
 SC0942.The geoid height was determined by GEOID03.
 SC0942
 SC0942.The dynamic height is computed by dividing the NAVD 88
 SC0942.geopotential number by the normal gravity value computed on the
 SC0942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0942.degrees latitude (g = 980.6199 gals.).
 SC0942
 SC0942.The modeled gravity was interpolated from observed gravity values.
 SC0942
 SC0942;                    North         East     Units Scale Factor Converg.
 SC0942;SPC OR N     -   281,651.281 2,233,083.046   MT  1.00004154   -2 27 03.3
 SC0942;SPC OR N     -   924,052.76  7,326,387.95   iFT  1.00004154   -2 27 03.3
 SC0942;SPC WA S     -    96,593.455   233,113.269   MT  0.99994329   -2 30 37.4
 SC0942;SPC WA S     -   316,907.03    764,805.78   sFT  0.99994329   -2 30 37.4
 SC0942;UTM  10      - 5,111,131.422   426,177.496   MT  0.99966699   -0 41 21.9
 SC0942
 SC0942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC0942!SPC OR N     -   0.99999947  x   1.00004154  =   1.00004101
 SC0942!SPC WA S     -   0.99999947  x   0.99994329  =   0.99994276
 SC0942!UTM  10      -   0.99999947  x   0.99966699  =   0.99966646
 SC0942
 SC0942|---------------------------------------------------------------------|
 SC0942| PID    Reference Object                     Distance      Geod. Az  |
 SC0942|                                                           dddmmss.s |
 SC0942| CE3581 ASTOR RM 1                           16.028 METERS 08142     |
 SC0942| CE3580 GALENA AZ MK                                       0823813.4 |
 SC0942| SC0940 GALENA RM 1                          16.200 METERS 08355     |
 SC0942| SC0941 GALENA RM 2                          15.148 METERS 16627     |
 SC0942| CE3583 ASTOR RM 2                           51.352 METERS 35100     |
 SC0942|---------------------------------------------------------------------|
 SC0942
 SC0942                          SUPERSEDED SURVEY CONTROL
 SC0942
 SC0942  NAD 83(1986)-  46 08 59.15637(N)    123 57 21.45133(W) AD(       ) 2
 SC0942  NAD 27      -  46 08 59.78763(N)    123 57 16.93153(W) AD(       ) 2
 SC0942  NGVD 29 (??/??/92)   25.878  (m)           84.90   (f) ADJ UNCH    2 0
 SC0942
 SC0942.Superseded values are not recommended for survey control.
 SC0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0942.See file dsdata.txt to determine how the superseded data were derived.
 SC0942
 SC0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2617711131(NAD 83)
 SC0942
 SC0942  HISTORY     - Date     Condition        Report By
 SC0942  HISTORY     - 1926     MONUMENTED       CGS
 SC0942  HISTORY     - 1942     SEE DESCRIPTION  CGS
 SC0942  HISTORY     - 1955     SEE DESCRIPTION  CGS
 SC0942
 SC0942                          STATION DESCRIPTION
 SC0942
 SC0942'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (LGS)
 SC0942'NEAR THE SOUTH SIDE OF THE FIRST GRASS COVERED SAND HILL NORTH FROM
 SC0942'THE ENTRANCE TO ASTOR BEACH.  ABOUT 1/4 MILE FROM THE BEACH AND
 SC0942'ABOUT ONE MILE NORTH FROM THE ENTRANCE TO ASTORIA BEACH (COLUMBIA
 SC0942'BEACH)
 SC0942'
 SC0942'THE REFERENCE MARK IS A FIVE FOOT EARTH PIPE, 2 IN IN DIAMETER
 SC0942'FILLED WITH CONCRETE AND NAIL IN CENTER.  THE BELL END OF PIPE
 SC0942'DOWN AND PROJECTS ABOVE THE GROUND 12 INCHES.
 SC0942'
 SC0942'HEIGHT OF SIGNAL ABOVE STATION MARK - 3 METERS.
 SC0942
 SC0942                          STATION RECOVERY (1942)
 SC0942
 SC0942'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (JCP)
 SC0942'STATION IS 2-1/2 MILES NNW OF CAMP CLATSOP, 2 MILES SW OF WARRENTON,
 SC0942'3-3/4 MILES, AIRLINE, SSE OF FORT STEVENS, AND ABOUT 1/4 MILE E OF
 SC0942'THE BEACH.  IT IS ON A PROMINENT GRASS-COVERED SAND DUNE AND ABOUT
 SC0942'200 FEET N OF ONE OF THE ENTRANCE ROADS TO COLUMBIA BEACH.  IT IS
 SC0942'ABOUT 8 FEET S OF ARMY OBSERVATION POST 22.
 SC0942'
 SC0942'THE DESCRIPTION SHOULD READ AS FOLLOWS--
 SC0942'
 SC0942'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 101 AND FT. STEVENS
 SC0942'ROAD, WHICH IS ABOUT 2 MILES S OF WARRENTON, GO S ON U.S. HIGHWAY
 SC0942'101 FOR 0.2 MILE, TAKE RIGHT FORK (A NEW HIGHWAY SPUR) AND GO W 0.8
 SC0942'MILE TO NEW HIGHWAY RUNNING N AND S.  CONTINUE STRAIGHT ACROSS NEW
 SC0942'HIGHWAY AND GO W 0.3 MILE.  TAKE THE RIGHT FORK AROUND SAND DUNE
 SC0942'AND CONTINUE ON, W, 0.4 MILE TO LARGE SAND DUNE AND STATION ON
 SC0942'THE S END.
 SC0942'
 SC0942'STATION IS IDENTICAL TO ASTOR 1926.  NAME WAS CHANGED BY ORDERS
 SC0942'FROM OFFICE.  IT IS A BRONZE STATION DISK SET IN CONCRETE AND IS
 SC0942'STAMPED GALENA 1942.
 SC0942'
 SC0942'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN CONCRETE AT
 SC0942'THE CENTER OF THE TOP OF TILE.  IT IS E OF AND 8 FEET LOWER THAN
 SC0942'THE STATION AND IS STAMPED GALENA NO 1 1942.
 SC0942'
 SC0942'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN CONCRETE AT THE
 SC0942'CENTER OF THE TOP OF TILE.  IT IS S OF AND ABOUT 2 FEET LOWER THAN
 SC0942'THE STATION AND IS STAMPED GALENA NO 2 1942.
 SC0942'
 SC0942'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN CONCRETE AT THE
 SC0942'CENTER OF THE TOP OF TILE AND IS ABOUT 1/2 MILE E OF THE STATION,
 SC0942'ON TOP OF A SAND DUNE.  IT IS ABOUT 40 FEET N OF THE ROAD AND ABOUT
 SC0942'1 FOOT E OF AN OLD FENCE LINE AND IS STAMPED GALENA 1942.
 SC0942
 SC0942                          STATION RECOVERY (1955)
 SC0942
 SC0942'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WTJ)
 SC0942'DESTROYED BY ARMY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC2052 ***********************************************************************
 SC2052  DESIGNATION -  ASTORIA BETHANIA LUTH CH SPIRE
 SC2052  PID         -  SC2052
 SC2052  STATE/COUNTY-  OR/CLATSOP
 SC2052  USGS QUAD   -  ASTORIA (1984)
 SC2052
 SC2052                         *CURRENT SURVEY CONTROL
 SC2052  ___________________________________________________________________
 SC2052* NAD 83(1991)-  46 11 29.57704(N)    123 48 19.35621(W)     ADJUSTED  
 SC2052* NAVD 88     -              **(meters)            **(feet)            
 SC2052  ___________________________________________________________________
 SC2052  LAPLACE CORR-          12.85  (seconds)                    DEFLEC99
 SC2052  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 SC2052  HORZ ORDER  -  THIRD
 SC2052
 SC2052.The horizontal coordinates were established by classical geodetic methods
 SC2052.and adjusted by the National Geodetic Survey in October 1991.
 SC2052
 SC2052
 SC2052.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2052
 SC2052.The geoid height was determined by GEOID03.
 SC2052
 SC2052;                    North         East     Units Scale Factor Converg.
 SC2052;SPC OR N     -   285,805.795 2,244,896.904   MT  1.00005437   -2 20 38.9
 SC2052;SPC OR N     -   937,683.05  7,365,147.32   iFT  1.00005437   -2 20 38.9
 SC2052;SPC WA S     -   100,735.526   244,930.072   MT  0.99993805   -2 24 03.6
 SC2052;SPC WA S     -   330,496.47    803,574.74   sFT  0.99993805   -2 24 03.6
 SC2052;UTM  10      - 5,115,645.494   437,853.444   MT  0.99964748   -0 34 52.4
 SC2052
 SC2052                          SUPERSEDED SURVEY CONTROL
 SC2052
 SC2052  NAD 83(1986)-  46 11 29.58876(N)    123 48 19.34258(W) AD(       ) 4
 SC2052  NAD 27      -  46 11 30.20941(N)    123 48 14.83148(W) AD(       ) 3
 SC2052
 SC2052.Superseded values are not recommended for survey control.
 SC2052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2052.See file dsdata.txt to determine how the superseded data were derived.
 SC2052
 SC2052_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS3785315645(NAD 83)
 SC2052_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC2052+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2003
 SC2052
 SC2052  HISTORY     - Date     Condition        Report By
 SC2052  HISTORY     - 1935     MONUMENTED       CGS
 SC2052  HISTORY     - 1951     SEE DESCRIPTION  CGS
 SC2052  HISTORY     - 1958     SEE DESCRIPTION  CGS
 SC2052  HISTORY     - 1990     GOOD             USPSQD
 SC2052  HISTORY     - 20030218 GOOD             USPSQD
 SC2052
 SC2052                          STATION DESCRIPTION
 SC2052
 SC2052'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (RWK)
 SC2052'THE STATION IS THE ORNAMENTAL FINIAL ATOP THE RED STEEPLE OF THE
 SC2052'BETHANIA LUTHERAN CHURCH, A SMALL WHITE STRUCTURE ON THE N SIDE OF
 SC2052'FRANKLIN STREET BETWEEN 34TH AND 35TH STREETS.
 SC2052
 SC2052                          STATION RECOVERY (1951)
 SC2052
 SC2052'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HGC)
 SC2052'STATION IS THE FINIAL ATOP THE BETHANIA LUTHERAN CHURCH SPIRE ON
 SC2052'THE N SIDE OF FRANKLIN AVENUE BETWEEN THIRTY-FOURTH AND THIRTY-FIFTH
 SC2052'STREETS IN ASTORIA.  THE STEEPLE IS NOW WHITE INSTEAD OF RED AS IN
 SC2052'THE ORIGINAL DESCRIPTION.
 SC2052
 SC2052                          STATION RECOVERY (1958)
 SC2052
 SC2052'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (VRS)
 SC2052'STATION RECOVERED IN GOOD CONDITION, LOCATED ON THE NORTH SIDE OF
 SC2052'FRANKLIN BETWEEN THIRTY-FOURTH AND THIRTY-FIFTH STREETS.  THE
 SC2052'STATION IS THE FINIAL ATOP THE WHITE, WOODEN STEEPLE OF THE
 SC2052'BETHANIA LUTHERAN CHURCH.
 SC2052
 SC2052                          STATION RECOVERY (1990)
 SC2052
 SC2052'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCC)
 SC2052'RECOVERED IN GOOD CONDITION.
 SC2052
 SC2052                          STATION RECOVERY (2003)
 SC2052
 SC2052'RECOVERY NOTE BY US POWER SQUADRON 2003 (DMJ)
 SC2052'ADDRESS OF CHURCH IS 3432 FRANKLIN. IT IS CURRENTLY A BUSINESS, CALLED
 SC2052'MCMAKIN ACCENT STUDIO.  WOODEN STEEPLE STILL IN EXISTENCE.  EXTERIOR
 SC2052'NOW LIGHT BROWN IN COLOR.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC2090 ***********************************************************************
 SC2090  DESIGNATION -  ASTORIA BOX CO TALLEST STACK
 SC2090  PID         -  SC2090
 SC2090  STATE/COUNTY-  OR/CLATSOP
 SC2090  USGS QUAD   -  ASTORIA (1984)
 SC2090
 SC2090                         *CURRENT SURVEY CONTROL
 SC2090  ___________________________________________________________________
 SC2090* NAD 83(1991)-  46 11 24.67628(N)    123 48 57.51159(W)     ADJUSTED  
 SC2090* NAVD 88     -              **(meters)            **(feet)            
 SC2090  ___________________________________________________________________
 SC2090  LAPLACE CORR-          13.02  (seconds)                    DEFLEC99
 SC2090  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 SC2090  HORZ ORDER  -  THIRD
 SC2090
 SC2090.The horizontal coordinates were established by classical geodetic methods
 SC2090.and adjusted by the National Geodetic Survey in October 1991.
 SC2090
 SC2090
 SC2090.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2090
 SC2090.The geoid height was determined by GEOID03.
 SC2090
 SC2090;                    North         East     Units Scale Factor Converg.
 SC2090;SPC OR N     -   285,688.116 2,244,073.163   MT  1.00005395   -2 21 05.9
 SC2090;SPC OR N     -   937,296.97  7,362,444.76   iFT  1.00005395   -2 21 05.9
 SC2090;SPC WA S     -   100,618.680   244,106.310   MT  0.99993821   -2 24 31.4
 SC2090;SPC WA S     -   330,113.12    800,872.12   sFT  0.99993821   -2 24 31.4
 SC2090;UTM  10      - 5,115,502.589   437,034.046   MT  0.99964874   -0 35 19.9
 SC2090
 SC2090                          SUPERSEDED SURVEY CONTROL
 SC2090
 SC2090  NAD 83(1986)-  46 11 24.68785(N)    123 48 57.49778(W) AD(       ) 4
 SC2090  NAD 27      -  46 11 25.30914(N)    123 48 52.98607(W) AD(       ) 3
 SC2090
 SC2090.Superseded values are not recommended for survey control.
 SC2090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2090.See file dsdata.txt to determine how the superseded data were derived.
 SC2090
 SC2090_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS3703415503(NAD 83)
 SC2090
 SC2090  HISTORY     - Date     Condition        Report By
 SC2090  HISTORY     - 1935     MONUMENTED       CGS
 SC2090  HISTORY     - 1951     SEE DESCRIPTION  CGS
 SC2090  HISTORY     - 1958     SEE DESCRIPTION  CGS
 SC2090
 SC2090                          STATION DESCRIPTION
 SC2090
 SC2090'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (RWK)
 SC2090'THE STATION IS THE TALLEST OF THREE RUSTY IRON STACKS NEAR THE W
 SC2090'END OF THE RED BUILDINGS OF THE ASTORIA BOX COMPANYS MILL ON
 SC2090'COMMERCIAL ST. NEAR 23RD.
 SC2090
 SC2090                          STATION RECOVERY (1951)
 SC2090
 SC2090'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HGC)
 SC2090'STACK IS NOW ON THE PROPERTY OF THE ASTORIA PLYWOOD CORP.  A TALLER
 SC2090'STACK OWNED BY THE SAME COMPANY IS 0.1 MILE E OF THE STATION.
 SC2090
 SC2090                          STATION RECOVERY (1958)
 SC2090
 SC2090'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (VRS)
 SC2090'STATION DESTROYED--
 SC2090'
 SC2090'THE STATION WAS THE TALLEST OF THREE RUSTY IRON STACKS ON
 SC2090'COMMERCIAL STREET NEAR TWENTY-THIRD STREET.  THE STACKS HAVE BEEN
 SC2090'TORN DOWN AND THE AREA IS NOW THE PROPERTY OF THE ASTORIA PLYWOOD
 SC2090'CORPORATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC2027 ***********************************************************************
 SC2027  DESIGNATION -  ASTORIA C R P A STACK
 SC2027  PID         -  SC2027
 SC2027  STATE/COUNTY-  OR/CLATSOP
 SC2027  USGS QUAD   -  ASTORIA (1984)
 SC2027
 SC2027                         *CURRENT SURVEY CONTROL
 SC2027  ___________________________________________________________________
 SC2027* NAD 83(1991)-  46 11 30.64237(N)    123 50 45.25173(W)     ADJUSTED  
 SC2027* NAVD 88     -              **(meters)            **(feet)            
 SC2027  ___________________________________________________________________
 SC2027  LAPLACE CORR-          12.91  (seconds)                    DEFLEC99
 SC2027  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 SC2027  HORZ ORDER  -  THIRD
 SC2027
 SC2027.The horizontal coordinates were established by classical geodetic methods
 SC2027.and adjusted by the National Geodetic Survey in October 1991.
 SC2027
 SC2027
 SC2027.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2027
 SC2027.The geoid height was determined by GEOID03.
 SC2027
 SC2027;                    North         East     Units Scale Factor Converg.
 SC2027;SPC OR N     -   285,967.411 2,241,772.277   MT  1.00005446   -2 22 22.3
 SC2027;SPC OR N     -   938,213.29  7,354,895.92   iFT  1.00005446   -2 22 22.3
 SC2027;SPC WA S     -   100,900.244   241,805.972   MT  0.99993802   -2 25 49.6
 SC2027;SPC WA S     -   331,036.88    793,325.09   sFT  0.99993802   -2 25 49.6
 SC2027;UTM  10      - 5,115,710.897   434,726.590   MT  0.99965237   -0 36 37.7
 SC2027
 SC2027                          SUPERSEDED SURVEY CONTROL
 SC2027
 SC2027  NAD 83(1986)-  46 11 30.65367(N)    123 50 45.23624(W) AD(       ) 4
 SC2027  NAD 27      -  46 11 31.27650(N)    123 50 40.72025(W) AD(       ) 3
 SC2027
 SC2027.Superseded values are not recommended for survey control.
 SC2027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2027.See file dsdata.txt to determine how the superseded data were derived.
 SC2027
 SC2027_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS3472715711(NAD 83)
 SC2027
 SC2027  HISTORY     - Date     Condition        Report By
 SC2027  HISTORY     - 1935     MONUMENTED       CGS
 SC2027  HISTORY     - 1951     SEE DESCRIPTION  CGS
 SC2027  HISTORY     - 1958     SEE DESCRIPTION  CGS
 SC2027  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 SC2027
 SC2027                          STATION DESCRIPTION
 SC2027
 SC2027'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (RWK)
 SC2027'THE STATION IS THE TALLER OF TWO STEEL STACKS ON THE RED TWO-STORY
 SC2027'PLANT OF THE COLUMBIA RIVER PACKING ASSOCIATION ON THE WATER
 SC2027'FRONT NEAR FLAVEL STREET, EXTENDED.
 SC2027
 SC2027                          STATION RECOVERY (1951)
 SC2027
 SC2027'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HGC)
 SC2027'RECOVERED IN GOOD CONDITION.
 SC2027'
 SC2027'THE STATION IS THE CENTER OF THE OFFSHORE ONE OF TWO STEEL
 SC2027'STACKS ON THE TWO-STORY COLUMBIA RIVER PACKING ASSOCIATION CANNERY
 SC2027'LOCATED ON THE RIVER FRONT NEAR FLAVEL STREET EXTENDED IN
 SC2027'ASTORIA.  THE INSHORE STACK WAS REBUILT AND BOTH STACKS ARE OF
 SC2027'SAME HEIGHT NOW.
 SC2027
 SC2027                          STATION RECOVERY (1958)
 SC2027
 SC2027'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (VRS)
 SC2027'STATION DESTROYED.  THE TWO STACKS WHICH WERE ON THE COLUMBIA
 SC2027'RIVER PACKING ASSOCIATION BUILDING IN 1935 HAVE BEEN TORN DOWN
 SC2027'AND REPLACED BY TWO NEW STACKS.  THE PLACE WHERE THE OLD STACKS
 SC2027'PROTRUDED THROUGH THE ROOF CAN BE SEEN FROM INSIDE THE
 SC2027'BUILDING.  THE OLD STACKS WERE ABOUT 25 FEET WEST OF THE PRESENT
 SC2027'STACKS.
 SC2027
 SC2027                          STATION RECOVERY (1989)
 SC2027
 SC2027'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 SC2027'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC2026 ***********************************************************************
 SC2026  DESIGNATION -  ASTORIA COL R PACK ASSOC N STK
 SC2026  PID         -  SC2026
 SC2026  STATE/COUNTY-  OR/CLATSOP
 SC2026  USGS QUAD   -  ASTORIA (1984)
 SC2026
 SC2026                         *CURRENT SURVEY CONTROL
 SC2026  ___________________________________________________________________
 SC2026* NAD 83(1991)-  46 11 30.74539(N)    123 50 44.79920(W)     ADJUSTED  
 SC2026* NAVD 88     -              **(meters)            **(feet)            
 SC2026  ___________________________________________________________________
 SC2026  LAPLACE CORR-          12.91  (seconds)                    DEFLEC99
 SC2026  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 SC2026  HORZ ORDER  -  THIRD
 SC2026
 SC2026.The horizontal coordinates were established by classical geodetic methods
 SC2026.and adjusted by the National Geodetic Survey in October 1991.
 SC2026
 SC2026
 SC2026.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2026
 SC2026.The geoid height was determined by GEOID03.
 SC2026
 SC2026;                    North         East     Units Scale Factor Converg.
 SC2026;SPC OR N     -   285,970.188 2,241,782.105   MT  1.00005447   -2 22 22.0
 SC2026;SPC OR N     -   938,222.40  7,354,928.17   iFT  1.00005447   -2 22 22.0
 SC2026;SPC WA S     -   100,903.011   241,815.801   MT  0.99993801   -2 25 49.3
 SC2026;SPC WA S     -   331,045.96    793,357.34   sFT  0.99993801   -2 25 49.3
 SC2026;UTM  10      - 5,115,713.973   434,736.324   MT  0.99965236   -0 36 37.4
 SC2026
 SC2026                          SUPERSEDED SURVEY CONTROL
 SC2026
 SC2026  NAD 83(1986)-  46 11 30.75645(N)    123 50 44.78319(W) AD(       ) 4
 SC2026  NAD 27      -  46 11 31.37953(N)    123 50 40.26816(W) AD(       ) 3
 SC2026
 SC2026.Superseded values are not recommended for survey control.
 SC2026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2026.See file dsdata.txt to determine how the superseded data were derived.
 SC2026
 SC2026_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS3473615714(NAD 83)
 SC2026_MARKER: 63 = STACK
 SC2026
 SC2026  HISTORY     - Date     Condition        Report By
 SC2026  HISTORY     - 1958     FIRST OBSERVED   CGS
 SC2026  HISTORY     - 1984     GOOD             USPSQD
 SC2026  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 SC2026  HISTORY     - 20010218 MARK NOT FOUND   USPSQD
 SC2026
 SC2026                          STATION DESCRIPTION
 SC2026
 SC2026'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (VRS)
 SC2026'LOCATED IN ASTORIA IN THE 100 BLOCK OF WEST MARINE DRIVE ABOUT
 SC2026'450 FEET NORTH OF THE STREET, ON THE COLUMBIA RIVER PACKERS
 SC2026'ASSOCIATION FISH PLANT.
 SC2026'
 SC2026'STATION IS TOP CENTER OF NORTHERLY OF TWO BLACK STEEL STACKS WHICH
 SC2026'ARE LOCATED ON WEST SLOPE OF ROOF OF BUILDING.  THE STACKS ARE
 SC2026'APPROXIMATELY 8 FEET APART IN A NORTH-SOUTH LINE AND THE NORTH
 SC2026'STACK IS APPROXIMATELY 12 FEET NORTH OF SOUTH END OF BUILDING.
 SC2026
 SC2026                          STATION RECOVERY (1984)
 SC2026
 SC2026'RECOVERY NOTE BY US POWER SQUADRON 1984 (RDC)
 SC2026'STATION RECOVERED GOOD.
 SC2026'
 SC2026'LOCATION OF STATION WAS RECOVERED AS DESCRIBED BY VRS IN 1958
 SC2026'LOCAL KNOWLEDGE REFERS TO STATION AS BUMBLE BEE SEAFOODS - BUILDINGS
 SC2026'CURRENTLY FOR SALE.
 SC2026
 SC2026                          STATION RECOVERY (1990)
 SC2026
 SC2026'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCC)
 SC2026'MARK NOT FOUND.
 SC2026
 SC2026                          STATION RECOVERY (2001)
 SC2026
 SC2026'RECOVERY NOTE BY US POWER SQUADRON 2001 (RCC)
 SC2026'SUSPECTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC2065 ***********************************************************************
 SC2065  DESIGNATION -  ASTORIA CROSSING RANGE REAR LT
 SC2065  PID         -  SC2065
 SC2065  STATE/COUNTY-  OR/CLATSOP
 SC2065  USGS QUAD   -  ASTORIA (1984)
 SC2065
 SC2065                         *CURRENT SURVEY CONTROL
 SC2065  ___________________________________________________________________
 SC2065* NAD 83(1991)-  46 11 09.15908(N)    123 49 00.64293(W)     ADJUSTED  
 SC2065* NAVD 88     -              **(meters)            **(feet)            
 SC2065  ___________________________________________________________________
 SC2065  LAPLACE CORR-          13.12  (seconds)                    DEFLEC99
 SC2065  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 SC2065  HORZ ORDER  -  THIRD
 SC2065
 SC2065.The horizontal coordinates were established by classical geodetic methods
 SC2065.and adjusted by the National Geodetic Survey in October 1991.
 SC2065
 SC2065
 SC2065.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2065
 SC2065.The geoid height was determined by GEOID03.
 SC2065
 SC2065;                    North         East     Units Scale Factor Converg.
 SC2065;SPC OR N     -   285,212.135 2,243,986.403   MT  1.00005260   -2 21 08.1
 SC2065;SPC OR N     -   935,735.35  7,362,160.11   iFT  1.00005260   -2 21 08.1
 SC2065;SPC WA S     -   100,142.840   244,019.086   MT  0.99993873   -2 24 33.6
 SC2065;SPC WA S     -   328,551.97    800,585.95   sFT  0.99993873   -2 24 33.6
 SC2065;UTM  10      - 5,115,024.357   436,961.998   MT  0.99964885   -0 35 22.0
 SC2065
 SC2065                          SUPERSEDED SURVEY CONTROL
 SC2065
 SC2065  NAD 83(1986)-  46 11 09.17134(N)    123 49 00.62868(W) AD(       ) 4
 SC2065  NAD 27      -  46 11 09.79195(N)    123 48 56.11733(W) AD(       ) 3
 SC2065
 SC2065.Superseded values are not recommended for survey control.
 SC2065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2065.See file dsdata.txt to determine how the superseded data were derived.
 SC2065
 SC2065_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS3696215024(NAD 83)
 SC2065
 SC2065  HISTORY     - Date     Condition        Report By
 SC2065  HISTORY     - 1958     MONUMENTED       CGS
 SC2065  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 SC2065
 SC2065                          STATION DESCRIPTION
 SC2065
 SC2065'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (VRS)
 SC2065'LOCATED IN ASTORIA 89 FEET NORTH OF THE INTERSECTION OF IRVING
 SC2065'AVENUE WITH 22ND STREET.
 SC2065'
 SC2065'STATION IS CENTER OF RANGE LIGHT NEAR TOP OF WHITE STRIPE ON RED
 SC2065'DIAMOND DAYMARK SUPPORTED BY SKELETON STEEL STRUCTURE.
 SC2065
 SC2065                          STATION RECOVERY (1990)
 SC2065
 SC2065'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCC)
 SC2065'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC2057 ***********************************************************************
 SC2057  DESIGNATION -  ASTORIA CRS RNG FRONT LT
 SC2057  PID         -  SC2057
 SC2057  STATE/COUNTY-  OR/CLATSOP
 SC2057  USGS QUAD   -  ASTORIA (1984)
 SC2057
 SC2057                         *CURRENT SURVEY CONTROL
 SC2057  ___________________________________________________________________
 SC2057* NAD 83(1991)-  46 11 23.48110(N)    123 49 17.45915(W)     ADJUSTED  
 SC2057* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 SC2057  ___________________________________________________________________
 SC2057  LAPLACE CORR-          13.06  (seconds)                    DEFLEC99
 SC2057  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 SC2057  HORZ ORDER  -  SECOND
 SC2057
 SC2057.The horizontal coordinates were established by classical geodetic methods
 SC2057.and adjusted by the National Geodetic Survey in October 1991.
 SC2057
 SC2057.The orthometric height was scaled from a topographic map.
 SC2057
 SC2057.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2057
 SC2057.The geoid height was determined by GEOID03.
 SC2057
 SC2057;                    North         East     Units Scale Factor Converg.
 SC2057;SPC OR N     -   285,668.810 2,243,644.234   MT  1.00005384   -2 21 20.1
 SC2057;SPC OR N     -   937,233.63  7,361,037.51   iFT  1.00005384   -2 21 20.1
 SC2057;SPC WA S     -   100,599.803   243,677.411   MT  0.99993825   -2 24 45.8
 SC2057;SPC WA S     -   330,051.19    799,464.97   sFT  0.99993825   -2 24 45.8
 SC2057;UTM  10      - 5,115,470.110   436,606.087   MT  0.99964940   -0 35 34.3
 SC2057
 SC2057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2057!SPC OR N     -   1.00000300  x   1.00005384  =   1.00005684
 SC2057!SPC WA S     -   1.00000300  x   0.99993825  =   0.99994125
 SC2057!UTM  10      -   1.00000300  x   0.99964940  =   0.99965239
 SC2057
 SC2057:                Primary Azimuth Mark                     Grid Az
 SC2057:SPC OR N     -  GRAYS                                    025 16 35.9
 SC2057:SPC WA S     -  GRAYS                                    025 20 01.6
 SC2057:UTM  10      -  GRAYS                                    023 30 50.1
 SC2057
 SC2057|---------------------------------------------------------------------|
 SC2057| PID    Reference Object                     Distance      Geod. Az  |
 SC2057|                                                           dddmmss.s |
 SC2057| SC2246 GRAYS                               APPROX.10.1 KM 0225515.8 |
 SC2057| SC2065 ASTORIA CROSSING RANGE REAR LT      APPROX. 0.6 KM 1404805.6 |
 SC2057| SC2015 ASTORIA LOWER RANGE REAR LT         APPROX. 1.6 KM 2670955.3 |
 SC2057|---------------------------------------------------------------------|
 SC2057
 SC2057                          SUPERSEDED SURVEY CONTROL
 SC2057
 SC2057  NAD 83(1986)-  46 11 23.49282(N)    123 49 17.44452(W) AD(       ) 2
 SC2057  NAD 27      -  46 11 24.11403(N)    123 49 12.93240(W) AD(       ) 2
 SC2057
 SC2057.Superseded values are not recommended for survey control.
 SC2057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2057.See file dsdata.txt to determine how the superseded data were derived.
 SC2057
 SC2057_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS3660615470(NAD 83)
 SC2057
 SC2057  HISTORY     - Date     Condition        Report By
 SC2057  HISTORY     - 1957     MONUMENTED       CGS
 SC2057  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 SC2057
 SC2057                          STATION DESCRIPTION
 SC2057
 SC2057'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (VRS)
 SC2057'LOCATED IN ASTORIA ABOUT 400 FEET WEST OF THE WEST END OF THE
 SC2057'SPOKANE, PORTLAND AND SEATTLE RAILWAY DEPOT AND BETWEEN THE
 SC2057'RAILROAD TRACK AND THE COLUMBIA RIVER.
 SC2057'
 SC2057'STATION IS THE CENTER OF THE RANGE LIGHT ON TOP OF THE NORTHWEST
 SC2057'CORNER OF A SKELETON STEEL STRUCTURE WHICH SUPPORTS A SQUARE RED
 SC2057'DAYMARK WITH A VERTICAL WHITE STRIPE IN ITS CENTER.
 SC2057
 SC2057                          STATION RECOVERY (1990)
 SC2057
 SC2057'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCC)
 SC2057'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC2035 ***********************************************************************
 SC2035  DESIGNATION -  ASTORIA CT HSE DOME 1909
 SC2035  PID         -  SC2035
 SC2035  STATE/COUNTY-  OR/CLATSOP
 SC2035  USGS QUAD   -  ASTORIA (1984)
 SC2035
 SC2035                         *CURRENT SURVEY CONTROL
 SC2035  ___________________________________________________________________
 SC2035* NAD 83(1991)-  46 11 19.65081(N)    123 50 06.74913(W)     ADJUSTED  
 SC2035* NAVD 88     -              **(meters)            **(feet)            
 SC2035  ___________________________________________________________________
 SC2035  LAPLACE CORR-          13.05  (seconds)                    DEFLEC99
 SC2035  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 SC2035  HORZ ORDER  -  THIRD
 SC2035
 SC2035.The horizontal coordinates were established by classical geodetic methods
 SC2035.and adjusted by the National Geodetic Survey in October 1991.
 SC2035
 SC2035
 SC2035.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2035
 SC2035.The geoid height was determined by GEOID03.
 SC2035
 SC2035;                    North         East     Units Scale Factor Converg.
 SC2035;SPC OR N     -   285,594.173 2,242,583.225   MT  1.00005351   -2 21 55.0
 SC2035;SPC OR N     -   936,988.76  7,357,556.51   iFT  1.00005351   -2 21 55.0
 SC2035;SPC WA S     -   100,526.235   242,616.450   MT  0.99993838   -2 25 21.7
 SC2035;SPC WA S     -   329,809.82    795,984.14   sFT  0.99993838   -2 25 21.7
 SC2035;UTM  10      - 5,115,362.916   435,548.303   MT  0.99965106   -0 36 09.8
 SC2035
 SC2035                          SUPERSEDED SURVEY CONTROL
 SC2035
 SC2035  NAD 83(1986)-  46 11 19.66234(N)    123 50 06.73400(W) AD(       ) 4
 SC2035  NAD 27      -  46 11 20.28488(N)    123 50 02.22007(W) AD(       ) 3
 SC2035
 SC2035.Superseded values are not recommended for survey control.
 SC2035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2035.See file dsdata.txt to determine how the superseded data were derived.
 SC2035
 SC2035_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS3554815363(NAD 83)
 SC2035_MARKER: 87 = DOME
 SC2035_SETTING: 0 = UNSPECIFIED SETTING
 SC2035_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SC2035+SATELLITE: SATELLITE OBSERVATIONS - November 27, 2008
 SC2035
 SC2035  HISTORY     - Date     Condition        Report By
 SC2035  HISTORY     - 1909     FIRST OBSERVED
 SC2035  HISTORY     - 1935     GOOD             CGS
 SC2035  HISTORY     - 1935     GOOD             CGS
 SC2035  HISTORY     - 1958     GOOD             CGS
 SC2035  HISTORY     - 1989     GOOD             USPSQD
 SC2035  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 SC2035  HISTORY     - 20010218 MARK NOT FOUND   USPSQD
 SC2035  HISTORY     - 20081127 GOOD             GEOCAC
 SC2035
 SC2035                          STATION DESCRIPTION
 SC2035
 SC2035'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (RWK)
 SC2035'THE 1935 COMPUTATIONS PLACE THE POSITION OF THIS DOME CONSIDERABLE
 SC2035'IN VARIANCE WITH THE 1909 POSITION.  THERE APPARENTLY HAS BEEN
 SC2035'NO CHANGE IN THE BUILDING SINCE IT WAS CONSTRUCTED IN 1904.
 SC2035
 SC2035                          STATION RECOVERY (1935)
 SC2035
 SC2035'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RWK)
 SC2035'THE STATION IS THE SHORT ORNAMENTAL FINIAL ATOP THE INCONSPICUOUS
 SC2035'COPPER-SHEATHED DOME OF THE CLATSOP COUNTY COURTHOUSE LOCATED
 SC2035'WITHIN THE BLOCK BOUNDED BY SEVENTH, EIGHTH, COMMERCIAL AND
 SC2035'DUANE STREETS.
 SC2035
 SC2035                          STATION RECOVERY (1958)
 SC2035
 SC2035'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (VRS)
 SC2035'STATION RECOVERED IN GOOD CONDITION.  THE STATION IS THE APEX OF
 SC2035'THE BLACK, OCTAGONAL DOME ON THE 3-STORY, BRICK, CLATSOP COUNTY
 SC2035'COURTHOUSE BUILDING.  THE COURTHOUSE IS LOCATED IN THE BLOCK
 SC2035'BOUNDED BY SEVENTH, EIGHTH, COMMERCIAL, AND DUANE STREETS.  THE
 SC2035'ORNAMENTAL FINIAL MENTIONED IN THE 1935 DESCRIPTION IS GONE.
 SC2035
 SC2035                          STATION RECOVERY (1989)
 SC2035
 SC2035'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 SC2035'RECOVERED IN GOOD CONDITION.
 SC2035
 SC2035                          STATION RECOVERY (1990)
 SC2035
 SC2035'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCC)
 SC2035'MARK NOT FOUND.
 SC2035
 SC2035                          STATION RECOVERY (2001)
 SC2035
 SC2035'RECOVERY NOTE BY US POWER SQUADRON 2001 (RCC)
 SC2035'MARK NOT FOUND.
 SC2035
 SC2035                          STATION RECOVERY (2008)
 SC2035
 SC2035'RECOVERY NOTE BY GEOCACHING 2008 (BM)
 SC2035'AT SIDEWALK LEVEL TO THE LEFT OF THE STEPS AT THE MAIN ENTRANCE TO THE
 SC2035'ASTORIA COURTHOUSE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC2105 ***********************************************************************
 SC2105  DESIGNATION -  ASTORIA EPISCOPAL CHURCH TOWER
 SC2105  PID         -  SC2105
 SC2105  STATE/COUNTY-  OR/CLATSOP
 SC2105  USGS QUAD   -  ASTORIA (1984)
 SC2105
 SC2105                         *CURRENT SURVEY CONTROL
 SC2105  ___________________________________________________________________
 SC2105* NAD 83(1991)-  46 11 12.91711(N)    123 49 35.08889(W)     ADJUSTED  
 SC2105* NAVD 88     -              **(meters)            **(feet)            
 SC2105  ___________________________________________________________________
 SC2105  LAPLACE CORR-          13.10  (seconds)                    DEFLEC99
 SC2105  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 SC2105  HORZ ORDER  -  THIRD
 SC2105
 SC2105.The horizontal coordinates were established by classical geodetic methods
 SC2105.and adjusted by the National Geodetic Survey in October 1991.
 SC2105
 SC2105
 SC2105.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2105
 SC2105.The geoid height was determined by GEOID03.
 SC2105
 SC2105;                    North         East     Units Scale Factor Converg.
 SC2105;SPC OR N     -   285,358.441 2,243,253.057   MT  1.00005292   -2 21 32.6
 SC2105;SPC OR N     -   936,215.36  7,359,754.12   iFT  1.00005292   -2 21 32.6
 SC2105;SPC WA S     -   100,289.861   243,285.969   MT  0.99993861   -2 24 58.7
 SC2105;SPC WA S     -   329,034.32    798,180.72   sFT  0.99993861   -2 24 58.7
 SC2105;UTM  10      - 5,115,147.986   436,224.796   MT  0.99965000   -0 35 46.9
 SC2105
 SC2105                          SUPERSEDED SURVEY CONTROL
 SC2105
 SC2105  NAD 83(1986)-  46 11 12.92883(N)    123 49 35.07413(W) AD(       ) 4
 SC2105  NAD 27      -  46 11 13.55263(N)    123 49 30.56027(W) AD(       ) 3
 SC2105
 SC2105.Superseded values are not recommended for survey control.
 SC2105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2105.See file dsdata.txt to determine how the superseded data were derived.
 SC2105
 SC2105_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS3622515148(NAD 83)
 SC2105
 SC2105  HISTORY     - Date     Condition        Report By
 SC2105  HISTORY     - 1916     MONUMENTED       CGS
 SC2105  HISTORY     - 1958     SEE DESCRIPTION  CGS
 SC2105  HISTORY     - 1984     GOOD             USPSQD
 SC2105  HISTORY     - 1990     GOOD             USPSQD
 SC2105  HISTORY     - 20010218 GOOD             USPSQD
 SC2105
 SC2105                          STATION DESCRIPTION
 SC2105
 SC2105'DESCRIBED BY COAST AND GEODETIC SURVEY 1916 (DK)
 SC2105'DETERMINED TANGENT CUTS TO THE TOWER.
 SC2105
 SC2105                          STATION RECOVERY (1958)
 SC2105
 SC2105'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (VRS)
 SC2105'THE STATION WAS RECOVERED IN GOOD CONDITION, LOCATED ON THE SOUTH
 SC2105'SIDE OF FRANKLIN AVENUE BETWEEN FIFTEENTH AND SIXTEENTH STREETS
 SC2105'(1545 FRANKLIN AVENUE).  THE STATION WHICH WAS DETERMINED BY
 SC2105'TANGENT CUTS IN 1916 IS THE CENTER OF THE WHITE, SQUARE TOWER AT
 SC2105'THE NORTHWEST CORNER OF THE GRAY, WOODEN-FRAME GRACE EPISCOPAL
 SC2105'CHURCH.
 SC2105
 SC2105                          STATION RECOVERY (1984)
 SC2105
 SC2105'RECOVERY NOTE BY US POWER SQUADRON 1984 (RDC)
 SC2105'STATION RECOVERED GOOD.
 SC2105'
 SC2105'THE STATION WAS RECOVERED AS DESCRIBED BY VRS IN 1958.
 SC2105
 SC2105                          STATION RECOVERY (1990)
 SC2105
 SC2105'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCC)
 SC2105'RECOVERED IN GOOD CONDITION.
 SC2105
 SC2105                          STATION RECOVERY (2001)
 SC2105
 SC2105'RECOVERY NOTE BY US POWER SQUADRON 2001 (RCC)
 SC2105'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC2107 ***********************************************************************
 SC2107  DESIGNATION -  ASTORIA FERRY UP R RNG LT 1938
 SC2107  PID         -  SC2107
 SC2107  STATE/COUNTY-  OR/CLATSOP
 SC2107  USGS QUAD   -  ASTORIA (1984)
 SC2107
 SC2107                         *CURRENT SURVEY CONTROL
 SC2107  ___________________________________________________________________
 SC2107* NAD 83(1991)-  46 11 10.50128(N)    123 48 42.21121(W)     ADJUSTED  
 SC2107* NAVD 88     -        77.     (meters)     253.     (feet)  SCALED    
 SC2107  ___________________________________________________________________
 SC2107  LAPLACE CORR-          13.05  (seconds)                    DEFLEC99
 SC2107  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 SC2107  HORZ ORDER  -  THIRD
 SC2107
 SC2107.The horizontal coordinates were established by classical geodetic methods
 SC2107.and adjusted by the National Geodetic Survey in October 1991.
 SC2107
 SC2107.The orthometric height was scaled from a topographic map.
 SC2107
 SC2107.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2107
 SC2107.The geoid height was determined by GEOID03.
 SC2107
 SC2107;                    North         East     Units Scale Factor Converg.
 SC2107;SPC OR N     -   285,237.333 2,244,383.065   MT  1.00005272   -2 20 55.1
 SC2107;SPC OR N     -   935,818.02  7,363,461.50   iFT  1.00005272   -2 20 55.1
 SC2107;SPC WA S     -   100,167.640   244,415.728   MT  0.99993869   -2 24 20.2
 SC2107;SPC WA S     -   328,633.33    801,887.27   sFT  0.99993869   -2 24 20.2
 SC2107;UTM  10      - 5,115,061.731   437,357.538   MT  0.99964824   -0 35 08.7
 SC2107
 SC2107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2107!SPC OR N     -   0.99999154  x   1.00005272  =   1.00004426
 SC2107!SPC WA S     -   0.99999154  x   0.99993869  =   0.99993023
 SC2107!UTM  10      -   0.99999154  x   0.99964824  =   0.99963979
 SC2107
 SC2107                          SUPERSEDED SURVEY CONTROL
 SC2107
 SC2107  NAD 83(1986)-  46 11 10.51456(N)    123 48 42.19777(W) AD(       ) 4
 SC2107  NAD 27      -  46 11 11.13461(N)    123 48 37.68555(W) AD(       ) 3
 SC2107
 SC2107.Superseded values are not recommended for survey control.
 SC2107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2107.See file dsdata.txt to determine how the superseded data were derived.
 SC2107
 SC2107_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS3735815062(NAD 83)
 SC2107
 SC2107  HISTORY     - Date     Condition        Report By
 SC2107  HISTORY     - 1938     MONUMENTED       CGS
 SC2107  HISTORY     - 1958     SEE DESCRIPTION  CGS
 SC2107
 SC2107                          STATION DESCRIPTION
 SC2107
 SC2107'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (VRS)
 SC2107'DESTROYED--
 SC2107'
 SC2107'THERE IS NO RANGE LIGHT AT THE PLOTTED LOCATION OF THIS
 SC2107'STATION.  THE PACIFIC COAST LIGHT LIST REPORTS THE RANGE LIGHT
 SC2107'WAS MOVED IN 1952.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC2040 ***********************************************************************
 SC2040  DESIGNATION -  ASTORIA FLAVEL RESIDENCE CUP
 SC2040  PID         -  SC2040
 SC2040  STATE/COUNTY-  OR/CLATSOP
 SC2040  USGS QUAD   -  ASTORIA (1984)
 SC2040
 SC2040                         *CURRENT SURVEY CONTROL
 SC2040  ___________________________________________________________________
 SC2040* NAD 83(1991)-  46 11 17.44659(N)    123 50 05.99903(W)     ADJUSTED  
 SC2040* NAVD 88     -              **(meters)            **(feet)            
 SC2040  ___________________________________________________________________
 SC2040  LAPLACE CORR-          13.06  (seconds)                    DEFLEC99
 SC2040  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 SC2040  HORZ ORDER  -  THIRD
 SC2040
 SC2040.The horizontal coordinates were established by classical geodetic methods
 SC2040.and adjusted by the National Geodetic Survey in October 1991.
 SC2040
 SC2040
 SC2040.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2040
 SC2040.The geoid height was determined by GEOID03.
 SC2040
 SC2040;                    North         East     Units Scale Factor Converg.
 SC2040;SPC OR N     -   285,525.505 2,242,596.488   MT  1.00005332   -2 21 54.5
 SC2040;SPC OR N     -   936,763.47  7,357,600.03   iFT  1.00005332   -2 21 54.5
 SC2040;SPC WA S     -   100,457.562   242,629.644   MT  0.99993845   -2 25 21.1
 SC2040;SPC WA S     -   329,584.52    796,027.42   sFT  0.99993845   -2 25 21.1
 SC2040;UTM  10      - 5,115,294.716   435,563.666   MT  0.99965104   -0 36 09.3
 SC2040
 SC2040                          SUPERSEDED SURVEY CONTROL
 SC2040
 SC2040  NAD 83(1986)-  46 11 17.45815(N)    123 50 05.98375(W) AD(       ) 4
 SC2040  NAD 27      -  46 11 18.08064(N)    123 50 01.47044(W) AD(       ) 3
 SC2040
 SC2040.Superseded values are not recommended for survey control.
 SC2040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2040.See file dsdata.txt to determine how the superseded data were derived.
 SC2040
 SC2040_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS3556415295(NAD 83)
 SC2040
 SC2040  HISTORY     - Date     Condition        Report By
 SC2040  HISTORY     - 1935     MONUMENTED       CGS
 SC2040  HISTORY     - 1951     SEE DESCRIPTION  CGS
 SC2040  HISTORY     - 1958     SEE DESCRIPTION  CGS
 SC2040  HISTORY     - 1990     GOOD             USPSQD
 SC2040  HISTORY     - 20010824 GOOD             USPSQD
 SC2040
 SC2040                          STATION DESCRIPTION
 SC2040
 SC2040'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (RWK)
 SC2040'THE STATION IS THE TOP OF THE RED AND WHITE-COLORED SHINGLED
 SC2040'CUPOLA ON THE NE CORNER OF THE THREE-STORY WHITE WOODEN RESIDENCE
 SC2040'ON THE SW CORNER OF THE CORNER OF DUANE AND EIGHTH STREETS.
 SC2040
 SC2040                          STATION RECOVERY (1951)
 SC2040
 SC2040'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HGC)
 SC2040'STATION IS THE TOP OF THE SHINGLED CUPOLA AT THE OLD FLAVEL
 SC2040'RESIDENCE LOCATED AT THE CORNER OF EIGHTH AND DUANE STREETS IN
 SC2040'ASTORIA.  THE RESIDENCE WAS IN A STATE OF DISREPAIR IN 1951 BUT
 SC2040'IT WAS REPORTED THAT THE HOUSE IS NOW OWNED BY THE CLATSOP COUNTY
 SC2040'HISTORICAL SOCIETY AND IS DUE TO BE RESTORED.
 SC2040
 SC2040                          STATION RECOVERY (1958)
 SC2040
 SC2040'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (VRS)
 SC2040'STATION RECOVERED.  THE STATION IS THE CUPOLA ATOP THE TOWER ON
 SC2040'THE NORTHEAST CORNER OF THE CLATSOP COUNTY HISTORICAL MUSEUM.  THE
 SC2040'BUILDING IS A WHITE, 3-STORY, WOODEN STRUCTURE LOCATED AT THE
 SC2040'SOUTHWEST CORNER OF EIGHT AND DUANE STREETS.
 SC2040
 SC2040                          STATION RECOVERY (1990)
 SC2040
 SC2040'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCC)
 SC2040'RECOVERED IN GOOD CONDITION.
 SC2040
 SC2040                          STATION RECOVERY (2001)
 SC2040
 SC2040'RECOVERY NOTE BY US POWER SQUADRON 2001 (DPM)
 SC2040'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC2016 ***********************************************************************
 SC2016  DESIGNATION -  ASTORIA FLOUR MILL CO FLAGPOLE
 SC2016  PID         -  SC2016
 SC2016  STATE/COUNTY-  OR/CLATSOP
 SC2016  USGS QUAD   -  ASTORIA (1984)
 SC2016
 SC2016                         *CURRENT SURVEY CONTROL
 SC2016  ___________________________________________________________________
 SC2016* NAD 83(1991)-  46 11 29.05490(N)    123 50 31.42161(W)     ADJUSTED  
 SC2016* NAVD 88     -              **(meters)            **(feet)            
 SC2016  ___________________________________________________________________
 SC2016  LAPLACE CORR-          12.95  (seconds)                    DEFLEC99
 SC2016  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 SC2016  HORZ ORDER  -  THIRD
 SC2016
 SC2016.The horizontal coordinates were established by classical geodetic methods
 SC2016.and adjusted by the National Geodetic Survey in October 1991.
 SC2016
 SC2016
 SC2016.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2016
 SC2016.The geoid height was determined by GEOID03.
 SC2016
 SC2016;                    North         East     Units Scale Factor Converg.
 SC2016;SPC OR N     -   285,906.163 2,242,066.573   MT  1.00005433   -2 22 12.5
 SC2016;SPC OR N     -   938,012.35  7,355,861.46   iFT  1.00005433   -2 22 12.5
 SC2016;SPC WA S     -   100,838.708   242,100.172   MT  0.99993807   -2 25 39.6
 SC2016;SPC WA S     -   330,834.99    794,290.31   sFT  0.99993807   -2 25 39.6
 SC2016;UTM  10      - 5,115,658.750   435,022.511   MT  0.99965190   -0 36 27.7
 SC2016
 SC2016                          SUPERSEDED SURVEY CONTROL
 SC2016
 SC2016  NAD 83(1986)-  46 11 29.06620(N)    123 50 31.40593(W) AD(       ) 4
 SC2016  NAD 27      -  46 11 29.69105(N)    123 50 26.89144(W) AD(       ) 3
 SC2016
 SC2016.Superseded values are not recommended for survey control.
 SC2016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2016.See file dsdata.txt to determine how the superseded data were derived.
 SC2016
 SC2016_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS3502315659(NAD 83)
 SC2016
 SC2016  HISTORY     - Date     Condition        Report By
 SC2016  HISTORY     - 1916     MONUMENTED       CGS
 SC2016  HISTORY     - 1935     SEE DESCRIPTION  CGS
 SC2016  HISTORY     - 1958     SEE DESCRIPTION  CGS
 SC2016
 SC2016                          STATION DESCRIPTION
 SC2016
 SC2016'DESCRIBED BY COAST AND GEODETIC SURVEY 1916 (DK)
 SC2016'THE FLAGPOLE IS ON THE TOWER OF THE ASTORIA FLOURING MILLS
 SC2016'COMPANYS BUILDING.  THE TOWER AND BUILDING ARE VERY CONSPICUOUS
 SC2016'BECAUSE THEY ARE TALL AND WHITE.
 SC2016
 SC2016                          STATION RECOVERY (1935)
 SC2016
 SC2016'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RWK)
 SC2016'GONE, MILL DEMOLISHED.
 SC2016
 SC2016                          STATION RECOVERY (1958)
 SC2016
 SC2016'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (VRS)
 SC2016'INVESTIGATION CONFIRMS THE REPORT OF R.W.K. IN 1935.  ALL THAT
 SC2016'REMAINS ARE THE PILING ON WHICH THE MILL STOOD.  STATION DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC2099 ***********************************************************************
 SC2099  DESIGNATION -  ASTORIA FRONT RANGE LT 1913
 SC2099  PID         -  SC2099
 SC2099  STATE/COUNTY-  OR/CLATSOP
 SC2099  USGS QUAD   -  ASTORIA (1984)
 SC2099
 SC2099                         *CURRENT SURVEY CONTROL
 SC2099  ___________________________________________________________________
 SC2099* NAD 83(1991)-  46 11 20.51998(N)    123 49 36.50490(W)     ADJUSTED  
 SC2099* NAVD 88     -              **(meters)            **(feet)            
 SC2099  ___________________________________________________________________
 SC2099  LAPLACE CORR-          13.06  (seconds)                    DEFLEC99
 SC2099  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 SC2099  HORZ ORDER  -  THIRD
 SC2099
 SC2099.The horizontal coordinates were established by classical geodetic methods
 SC2099.and adjusted by the National Geodetic Survey in October 1991.
 SC2099
 SC2099
 SC2099.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2099
 SC2099.The geoid height was determined by GEOID03.
 SC2099
 SC2099;                    North         East     Units Scale Factor Converg.
 SC2099;SPC OR N     -   285,594.254 2,243,232.379   MT  1.00005358   -2 21 33.6
 SC2099;SPC OR N     -   936,989.02  7,359,686.28   iFT  1.00005358   -2 21 33.6
 SC2099;SPC WA S     -   100,525.667   243,265.529   MT  0.99993835   -2 24 59.7
 SC2099;SPC WA S     -   329,807.96    798,113.66   sFT  0.99993835   -2 24 59.7
 SC2099;UTM  10      - 5,115,382.957   436,196.886   MT  0.99965004   -0 35 48.0
 SC2099
 SC2099                          SUPERSEDED SURVEY CONTROL
 SC2099
 SC2099  NAD 83(1986)-  46 11 20.53168(N)    123 49 36.48994(W) AD(       ) 4
 SC2099  NAD 27      -  46 11 21.15789(N)    123 49 31.97465(W) AD(       ) 3
 SC2099
 SC2099.Superseded values are not recommended for survey control.
 SC2099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2099.See file dsdata.txt to determine how the superseded data were derived.
 SC2099
 SC2099_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS3619715383(NAD 83)
 SC2099
 SC2099  HISTORY     - Date     Condition        Report By
 SC2099  HISTORY     - UNK      MONUMENTED
 SC2099  HISTORY     - 1935     SEE DESCRIPTION  CGS
 SC2099  HISTORY     - 1958     SEE DESCRIPTION  CGS
 SC2099
 SC2099                          STATION DESCRIPTION
 SC2099
 SC2099'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (RWK)
 SC2099'REMOVED.
 SC2099
 SC2099                          STATION RECOVERY (1958)
 SC2099
 SC2099'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (VRS)
 SC2099'STATION RECOVERED, LOCATED ON THE COLUMBIA RIVER PACKERS
 SC2099'ASSOCIATION BUILDING AT THE FOOT OF SIXTH STREET.  THIS STATION
 SC2099'WAS LOCATED BY A THREE POINT PROBLEM AND IS THE SAME LIGHT AS
 SC2099'ASTORIA, LOWER RANGE FRONT LIGHT, 1958.  LISTED IN 1958 PACIFIC
 SC2099'COAST LIGHT LIST AS NO. 1021, FOR WHICH A NEW POSITION WAS
 SC2099'DETERMINED IN 1958.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC2077 ***********************************************************************
 SC2077  DESIGNATION -  ASTORIA FULL GOSPEL CH SPIRE
 SC2077  PID         -  SC2077
 SC2077  STATE/COUNTY-  OR/CLATSOP
 SC2077  USGS QUAD   -  ASTORIA (1984)
 SC2077
 SC2077                         *CURRENT SURVEY CONTROL
 SC2077  ___________________________________________________________________
 SC2077* NAD 83(1991)-  46 11 28.54957(N)    123 48 14.02035(W)     ADJUSTED  
 SC2077* NAVD 88     -              **(meters)            **(feet)            
 SC2077  ___________________________________________________________________
 SC2077  LAPLACE CORR-          12.82  (seconds)                    DEFLEC99
 SC2077  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 SC2077  HORZ ORDER  -  THIRD
 SC2077
 SC2077.The horizontal coordinates were established by classical geodetic methods
 SC2077.and adjusted by the National Geodetic Survey in October 1991.
 SC2077
 SC2077
 SC2077.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2077
 SC2077.The geoid height was determined by GEOID03.
 SC2077
 SC2077;                    North         East     Units Scale Factor Converg.
 SC2077;SPC OR N     -   285,769.416 2,245,009.935   MT  1.00005428   -2 20 35.1
 SC2077;SPC OR N     -   937,563.70  7,365,518.16   iFT  1.00005428   -2 20 35.1
 SC2077;SPC WA S     -   100,699.039   245,043.054   MT  0.99993809   -2 23 59.8
 SC2077;SPC WA S     -   330,376.76    803,945.42   sFT  0.99993809   -2 23 59.8
 SC2077;UTM  10      - 5,115,612.623   437,967.495   MT  0.99964730   -0 34 48.5
 SC2077
 SC2077                          SUPERSEDED SURVEY CONTROL
 SC2077
 SC2077  NAD 83(1986)-  46 11 28.56133(N)    123 48 14.00669(W) AD(       ) 4
 SC2077  NAD 27      -  46 11 29.18178(N)    123 48 09.49603(W) AD(       ) 3
 SC2077
 SC2077.Superseded values are not recommended for survey control.
 SC2077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2077.See file dsdata.txt to determine how the superseded data were derived.
 SC2077
 SC2077_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS3796715613(NAD 83)
 SC2077
 SC2077  HISTORY     - Date     Condition        Report By
 SC2077  HISTORY     - 1935     MONUMENTED       CGS
 SC2077  HISTORY     - 1942     SEE DESCRIPTION  CGS
 SC2077  HISTORY     - 1958     SEE DESCRIPTION  CGS
 SC2077
 SC2077                          STATION DESCRIPTION
 SC2077
 SC2077'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (RWK)
 SC2077'THE STATION IS THE CROSS ATOP THE RED STEEPLE ON THE FULL GOSPEL
 SC2077'CHURCH, A WHITE WOODEN STRUCTURE ON THE S SIDE OF FRANKLIN STREET
 SC2077'BETWEEN 35TH AND 36TH STREETS.
 SC2077
 SC2077                          STATION RECOVERY (1942)
 SC2077
 SC2077'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (LVE)
 SC2077'THERE IS NO CHURCH AT THE LOCATION GIVEN IN THE DESCRIPTION.  A
 SC2077'BUILDING HAS BEEN TORN DOWN AT THIS LOCATION.  THIS BUILDING WAS
 SC2077'UNDOUBTEDLY THE ONE ON WHICH THE STATION WAS LOCATED.  LOST.
 SC2077
 SC2077                          STATION RECOVERY (1958)
 SC2077
 SC2077'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (VRS)
 SC2077'STATION DESTROYED--
 SC2077'
 SC2077'THERE IS NO CHURCH IN THIS AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC2104 ***********************************************************************
 SC2104  DESIGNATION -  ASTORIA HIGH SCHOOL FP
 SC2104  PID         -  SC2104
 SC2104  STATE/COUNTY-  OR/CLATSOP
 SC2104  USGS QUAD   -  ASTORIA (1984)
 SC2104
 SC2104                         *CURRENT SURVEY CONTROL
 SC2104  ___________________________________________________________________
 SC2104* NAD 83(1991)-  46 11 02.30596(N)    123 49 28.23457(W)     ADJUSTED  
 SC2104* NAVD 88     -       100.     (meters)     328.     (feet)  SCALED    
 SC2104  ___________________________________________________________________
 SC2104  LAPLACE CORR-          13.18  (seconds)                    DEFLEC99
 SC2104  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 SC2104  HORZ ORDER  -  THIRD
 SC2104
 SC2104.The horizontal coordinates were established by classical geodetic methods
 SC2104.and adjusted by the National Geodetic Survey in October 1991.
 SC2104
 SC2104.The orthometric height was scaled from a topographic map.
 SC2104
 SC2104.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2104
 SC2104.The geoid height was determined by GEOID03.
 SC2104
 SC2104;                    North         East     Units Scale Factor Converg.
 SC2104;SPC OR N     -   285,025.019 2,243,386.452   MT  1.00005201   -2 21 27.7
 SC2104;SPC OR N     -   935,121.45  7,360,191.77   iFT  1.00005201   -2 21 27.7
 SC2104;SPC WA S     -    99,956.343   243,419.017   MT  0.99993896   -2 24 53.7
 SC2104;SPC WA S     -   327,940.10    798,617.22   sFT  0.99993896   -2 24 53.7
 SC2104;UTM  10      - 5,114,818.957   436,368.327   MT  0.99964977   -0 35 41.9
 SC2104
 SC2104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2104!SPC OR N     -   0.99998795  x   1.00005201  =   1.00003996
 SC2104!SPC WA S     -   0.99998795  x   0.99993896  =   0.99992691
 SC2104!UTM  10      -   0.99998795  x   0.99964977  =   0.99963772
 SC2104
 SC2104|---------------------------------------------------------------------|
 SC2104| PID    Reference Object                     Distance      Geod. Az  |
 SC2104|                                                           dddmmss.s |
 SC2104| SC2076 COXCOMB                             177.305 METERS 17220     |
 SC2104| SC2033 MARCONI NE WIRELESS TOWER           APPROX. 1.8 KM 2715158.3 |
 SC2104| SC2029 MCCLURES SCHOOL CUP FP 1913         APPROX. 0.9 KM 2910908.1 |
 SC2104| SC2016 ASTORIA FLOUR MILL CO FLAGPOLE      APPROX. 1.6 KM 3012209.4 |
 SC2104| SC2092 ASTORIA ST MARYS CHURCH SPIRE       296.949 METERS 31733     |
 SC2104| SC2105 ASTORIA EPISCOPAL CHURCH TOWER      359.098 METERS 33550     |
 SC2104| SC2109 ASTORIA ST MARYS HOSP 1909          APPROX. 0.5 KM 3471854.6 |
 SC2104|---------------------------------------------------------------------|
 SC2104
 SC2104                          SUPERSEDED SURVEY CONTROL
 SC2104
 SC2104  NAD 83(1986)-  46 11 02.31786(N)    123 49 28.21960(W) AD(       ) 3
 SC2104  NAD 27      -  46 11 02.94130(N)    123 49 23.70601(W) AD(       ) 3
 SC2104
 SC2104.Superseded values are not recommended for survey control.
 SC2104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2104.See file dsdata.txt to determine how the superseded data were derived.
 SC2104
 SC2104_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS3636814819(NAD 83)
 SC2104
 SC2104  HISTORY     - Date     Condition        Report By
 SC2104  HISTORY     - 1916     MONUMENTED       CGS
 SC2104  HISTORY     - 1934     SEE DESCRIPTION  CGS
 SC2104  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 SC2104  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 SC2104
 SC2104                          STATION DESCRIPTION
 SC2104
 SC2104'DESCRIBED BY COAST AND GEODETIC SURVEY 1916 (DK)
 SC2104'FLAGPOLE ON THE TOP OF THE ASTORIA HIGH SCHOOL.  THE SPINDLE
 SC2104'SUPPORTING THE GILDED BALL AT THE TOP OF THE POLE WAS THE OBJECT
 SC2104'POINTED UPON.  THE POLE IS NOT PLUMB AND ANY OBSERVATIONS MADE
 SC2104'UPON THE POLE SHOULD BE UPON THE SPINDLE.
 SC2104
 SC2104                          STATION RECOVERY (1934)
 SC2104
 SC2104'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (GRJ)
 SC2104'THE STATION WAS THE FLAGPOLE ON THE N PART OF THE ROOF OF THE
 SC2104'ASTORIA HIGH SCHOOL, SITUATED FACING JEROME AVENUE BETWEEN
 SC2104'SIXTEENTH AND SEVENTEENTH STREETS.  THE POLE WAS DIRECTLY ABOVE THE
 SC2104'ENTRANCE, AND WAS FASTENED TO THE S FACE OF A FIREWALL BY MEANS OF
 SC2104'A STRAP OF WROUGHT IRON.  IN 1934 IT WAS REPORTED THAT THE POLE
 SC2104'HAD BEEN REMOVED IN 1920, BUT THE WROUGHT IRON STRAP WAS STILL
 SC2104'IN PLACE.  THE ORIGINAL STATION WAS THE SPINDLE AT THE TOP OF
 SC2104'THE POLE, WHICH WAS NOT DIRECTLY OVER THE CENTER OF THE
 SC2104'STRAP.  THE STRAP IS PROBABLY WITHIN A FOOT OF THE ORIGINAL
 SC2104'POSITION.
 SC2104
 SC2104                          STATION RECOVERY (1984)
 SC2104
 SC2104'RECOVERY NOTE BY US POWER SQUADRON 1984 (RDC)
 SC2104'STATION DESTROYED.
 SC2104'
 SC2104'LOCATION OF STATION WAS RECOVERED AS DESCRIBED BY GJ 1934 WITH THE
 SC2104'EXCEPTION - LOCATION NOW KNOWN AS CLATSOP COMMUNITY COLLEGE - DURING
 SC2104'RECONSTRUCTION OF BUILDING, WROUGHT IRON STRAP WAS REMOVED AND NOT
 SC2104'REPLACED.
 SC2104
 SC2104                          STATION RECOVERY (1990)
 SC2104
 SC2104'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCC)
 SC2104'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC2081 ***********************************************************************
 SC2081  DESIGNATION -  ASTORIA HOTEL NE RADIO MAST
 SC2081  PID         -  SC2081
 SC2081  STATE/COUNTY-  OR/CLATSOP
 SC2081  USGS QUAD   -  ASTORIA (1984)
 SC2081
 SC2081                         *CURRENT SURVEY CONTROL
 SC2081  ___________________________________________________________________
 SC2081* NAD 83(1991)-  46 11 19.86863(N)    123 49 41.37351(W)     ADJUSTED  
 SC2081* NAVD 88     -              **(meters)            **(feet)            
 SC2081  ___________________________________________________________________
 SC2081  LAPLACE CORR-          13.06  (seconds)                    DEFLEC99
 SC2081  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 SC2081  HORZ ORDER  -  THIRD
 SC2081
 SC2081.The horizontal coordinates were established by classical geodetic methods
 SC2081.and adjusted by the National Geodetic Survey in October 1991.
 SC2081
 SC2081
 SC2081.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2081
 SC2081.The geoid height was determined by GEOID03.
 SC2081
 SC2081;                    North         East     Units Scale Factor Converg.
 SC2081;SPC OR N     -   285,578.458 2,243,127.230   MT  1.00005353   -2 21 37.0
 SC2081;SPC OR N     -   936,937.20  7,359,341.31   iFT  1.00005353   -2 21 37.0
 SC2081;SPC WA S     -   100,509.978   243,160.377   MT  0.99993837   -2 25 03.2
 SC2081;SPC WA S     -   329,756.49    797,768.67   sFT  0.99993837   -2 25 03.2
 SC2081;UTM  10      - 5,115,363.941   436,092.315   MT  0.99965021   -0 35 51.5
 SC2081
 SC2081                          SUPERSEDED SURVEY CONTROL
 SC2081
 SC2081  NAD 83(1986)-  46 11 19.88023(N)    123 49 41.35888(W) AD(       ) 4
 SC2081  NAD 27      -  46 11 20.50221(N)    123 49 36.84618(W) AD(       ) 3
 SC2081
 SC2081.Superseded values are not recommended for survey control.
 SC2081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2081.See file dsdata.txt to determine how the superseded data were derived.
 SC2081
 SC2081_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS3609215364(NAD 83)
 SC2081
 SC2081  HISTORY     - Date     Condition        Report By
 SC2081  HISTORY     - 1935     MONUMENTED       CGS
 SC2081  HISTORY     - 1951     SEE DESCRIPTION  CGS
 SC2081  HISTORY     - 1958     SEE DESCRIPTION  CGS
 SC2081
 SC2081                          STATION DESCRIPTION
 SC2081
 SC2081'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (RWK)
 SC2081'THE RADIO MASTS ON TOP THE ASTORIA HOTEL.  STATION KAST.
 SC2081
 SC2081                          STATION RECOVERY (1951)
 SC2081
 SC2081'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HGC)
 SC2081'STATION LOST.  THE KAST TRANSMITTERS HAVE BEEN MOVED TO YOUNGS BAY.
 SC2081
 SC2081                          STATION RECOVERY (1958)
 SC2081
 SC2081'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (VRS)
 SC2081'STATION DESTROYED.  THE RADIO MAST WAS ON THE JOHN JACOB ASTOR
 SC2081'HOTEL AND HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC2079 ***********************************************************************
 SC2079  DESIGNATION -  ASTORIA HOTEL SW RADIO MAST
 SC2079  PID         -  SC2079
 SC2079  STATE/COUNTY-  OR/CLATSOP
 SC2079  USGS QUAD   -  ASTORIA (1984)
 SC2079
 SC2079                         *CURRENT SURVEY CONTROL
 SC2079  ___________________________________________________________________
 SC2079* NAD 83(1991)-  46 11 19.07849(N)    123 49 42.18961(W)     ADJUSTED  
 SC2079* NAVD 88     -              **(meters)            **(feet)            
 SC2079  ___________________________________________________________________
 SC2079  LAPLACE CORR-          13.07  (seconds)                    DEFLEC99
 SC2079  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 SC2079  HORZ ORDER  -  THIRD
 SC2079
 SC2079.The horizontal coordinates were established by classical geodetic methods
 SC2079.and adjusted by the National Geodetic Survey in October 1991.
 SC2079
 SC2079
 SC2079.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2079
 SC2079.The geoid height was determined by GEOID03.
 SC2079
 SC2079;                    North         East     Units Scale Factor Converg.
 SC2079;SPC OR N     -   285,554.801 2,243,108.738   MT  1.00005346   -2 21 37.6
 SC2079;SPC OR N     -   936,859.58  7,359,280.64   iFT  1.00005346   -2 21 37.6
 SC2079;SPC WA S     -   100,486.343   243,141.864   MT  0.99993840   -2 25 03.8
 SC2079;SPC WA S     -   329,678.94    797,707.93   sFT  0.99993840   -2 25 03.8
 SC2079;UTM  10      - 5,115,339.737   436,074.567   MT  0.99965023   -0 35 52.1
 SC2079
 SC2079                          SUPERSEDED SURVEY CONTROL
 SC2079
 SC2079  NAD 83(1986)-  46 11 19.09011(N)    123 49 42.17498(W) AD(       ) 4
 SC2079  NAD 27      -  46 11 19.71210(N)    123 49 37.66232(W) AD(       ) 3
 SC2079
 SC2079.Superseded values are not recommended for survey control.
 SC2079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2079.See file dsdata.txt to determine how the superseded data were derived.
 SC2079
 SC2079_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS3607515340(NAD 83)
 SC2079
 SC2079  HISTORY     - Date     Condition        Report By
 SC2079  HISTORY     - 1935     MONUMENTED       CGS
 SC2079  HISTORY     - 1951     SEE DESCRIPTION  CGS
 SC2079  HISTORY     - 1958     SEE DESCRIPTION  CGS
 SC2079
 SC2079                          STATION DESCRIPTION
 SC2079
 SC2079'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (RWK)
 SC2079'THE RADIO MASTS ON TOP THE ASTORIA HOTEL.  STATION KAST.
 SC2079
 SC2079                          STATION RECOVERY (1951)
 SC2079
 SC2079'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HGC)
 SC2079'STATION LOST.  THE KAST TRANSMITTERS HAVE BEEN MOVED TO YOUNGS BAY.
 SC2079
 SC2079                          STATION RECOVERY (1958)
 SC2079
 SC2079'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (VRS)
 SC2079'STATION DESTROYED.  THE RADIO MAST WAS ON TOP THE JOHN JACOB
 SC2079'ASTOR HOTEL AND HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC2049 ***********************************************************************
 SC2049  DESIGNATION -  ASTORIA LIGHTHOUSE DEPOT CHIM
 SC2049  PID         -  SC2049
 SC2049  STATE/COUNTY-  OR/CLATSOP
 SC2049  USGS QUAD   -  ASTORIA (1984)
 SC2049
 SC2049                         *CURRENT SURVEY CONTROL
 SC2049  ___________________________________________________________________
 SC2049* NAD 83(1991)-  46 12 27.66088(N)    123 45 58.60373(W)     ADJUSTED  
 SC2049* NAVD 88     -              **(meters)            **(feet)            
 SC2049  ___________________________________________________________________
 SC2049  LAPLACE CORR-          11.45  (seconds)                    DEFLEC99
 SC2049  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 SC2049  HORZ ORDER  -  THIRD
 SC2049
 SC2049.The horizontal coordinates were established by classical geodetic methods
 SC2049.and adjusted by the National Geodetic Survey in October 1991.
 SC2049
 SC2049
 SC2049.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2049
 SC2049.The geoid height was determined by GEOID03.
 SC2049
 SC2049;                    North         East     Units Scale Factor Converg.
 SC2049;SPC OR N     -   287,475.129 2,247,985.247   MT  1.00005947   -2 18 59.0
 SC2049;SPC OR N     -   943,159.87  7,375,279.68   iFT  1.00005947   -2 18 59.0
 SC2049;SPC WA S     -   102,401.612   248,019.691   MT  0.99993617   -2 22 21.4
 SC2049;SPC WA S     -   335,962.62    813,711.27   sFT  0.99993617   -2 22 21.4
 SC2049;UTM  10      - 5,117,408.330   440,887.716   MT  0.99964295   -0 33 11.4
 SC2049
 SC2049                          SUPERSEDED SURVEY CONTROL
 SC2049
 SC2049  NAD 83(1986)-  46 12 27.67219(N)    123 45 58.59210(W) AD(       ) 4
 SC2049  NAD 27      -  46 12 28.28982(N)    123 45 54.08539(W) AD(       ) 3
 SC2049
 SC2049.Superseded values are not recommended for survey control.
 SC2049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2049.See file dsdata.txt to determine how the superseded data were derived.
 SC2049
 SC2049_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS4088817408(NAD 83)
 SC2049
 SC2049  HISTORY     - Date     Condition        Report By
 SC2049  HISTORY     - 1935     MONUMENTED       CGS
 SC2049  HISTORY     - 1958     SEE DESCRIPTION  CGS
 SC2049
 SC2049                          STATION DESCRIPTION
 SC2049
 SC2049'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (RWK)
 SC2049'THE STATION IS THE TALLEST CHIMNEY OF THE GROUP OF HOUSES AT THE
 SC2049'LIGHTHOUSE DEPOT.
 SC2049
 SC2049                          STATION RECOVERY (1958)
 SC2049
 SC2049'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (VRS)
 SC2049'STATION RECOVERED IN GOOD CONDITION, LOCATED ABOUT 100 FEET EAST
 SC2049'OF THE SOUTHEAST CORNER OF THE MAIN OFFICE AND REPAIR BUILDING AT
 SC2049'THE TONGUE POINT COAST GUARD STATION.  THE STATION IS THE RED
 SC2049'BRICK CHIMNEY ON A WHITE, 2-STORY, WOODEN FRAME BUILDING (QUARTERS
 SC2049'A).  RECOVERY CONFIRMED BY A CUT FROM ASTOR 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC2015 ***********************************************************************
 SC2015  DESIGNATION -  ASTORIA LOWER RANGE REAR LT
 SC2015  PID         -  SC2015
 SC2015  STATE/COUNTY-  OR/CLATSOP
 SC2015  USGS QUAD   -  ASTORIA (1984)
 SC2015
 SC2015                         *CURRENT SURVEY CONTROL
 SC2015  ___________________________________________________________________
 SC2015* NAD 83(1991)-  46 11 20.96800(N)    123 50 30.35148(W)     ADJUSTED  
 SC2015* NAVD 88     -              **(meters)            **(feet)            
 SC2015  ___________________________________________________________________
 SC2015  LAPLACE CORR-          12.98  (seconds)                    DEFLEC99
 SC2015  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 SC2015  HORZ ORDER  -  THIRD
 SC2015
 SC2015.The horizontal coordinates were established by classical geodetic methods
 SC2015.and adjusted by the National Geodetic Survey in October 1991.
 SC2015
 SC2015
 SC2015.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2015
 SC2015.The geoid height was determined by GEOID03.
 SC2015
 SC2015;                    North         East     Units Scale Factor Converg.
 SC2015;SPC OR N     -   285,655.720 2,242,079.176   MT  1.00005362   -2 22 11.8
 SC2015;SPC OR N     -   937,190.68  7,355,902.81   iFT  1.00005362   -2 22 11.8
 SC2015;SPC WA S     -   100,588.281   242,112.522   MT  0.99993834   -2 25 38.8
 SC2015;SPC WA S     -   330,013.39    794,330.83   sFT  0.99993834   -2 25 38.8
 SC2015;UTM  10      - 5,115,408.913   435,042.803   MT  0.99965187   -0 36 26.9
 SC2015
 SC2015                          SUPERSEDED SURVEY CONTROL
 SC2015
 SC2015  NAD 83(1986)-  46 11 20.97957(N)    123 50 30.33568(W) AD(       ) 4
 SC2015  NAD 27      -  46 11 21.60143(N)    123 50 25.81857(W) AD(       ) 3
 SC2015
 SC2015.Superseded values are not recommended for survey control.
 SC2015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2015.See file dsdata.txt to determine how the superseded data were derived.
 SC2015
 SC2015_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS3504315409(NAD 83)
 SC2015
 SC2015  HISTORY     - Date     Condition        Report By
 SC2015  HISTORY     - 1958     MONUMENTED       CGS
 SC2015  HISTORY     - 1990     GOOD             USPSQD
 SC2015  HISTORY     - 20030218 MARK NOT FOUND   USPSQD
 SC2015
 SC2015                          STATION DESCRIPTION
 SC2015
 SC2015'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (VRS)
 SC2015'LOCATED IN ASTORIA IN THE 100 BLOCK OF COMMERCIAL STREET, ACROSS
 SC2015'THE STREET FROM HOUSE NUMBER 164.  LIGHT IS ON A SMALL WHITE
 SC2015'PLATFORM ATTACHED TO A POWER POLE ABOUT 15 FEET ABOVE GROUND.
 SC2015'
 SC2015'STATION IS CENTER OF LIGHT LENS.
 SC2015
 SC2015                          STATION RECOVERY (1990)
 SC2015
 SC2015'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCC)
 SC2015'RECOVERED IN GOOD CONDITION.
 SC2015
 SC2015                          STATION RECOVERY (2003)
 SC2015
 SC2015'RECOVERY NOTE BY US POWER SQUADRON 2003 (DMJ)
 SC2015'HOUSE NO. 164 DOESN'T EXIST. HOUSE NO. 162 DOES. NO PLATFORM ON POWER
 SC2015'POLE FOUND.  RECOMMEND SEEING SC1187 WHICH WE BELIEVE SUPERCEDES THIS
 SC2015'STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC2024 ***********************************************************************
 SC2024  DESIGNATION -  ASTORIA LOWER RNG FRT LT 1938
 SC2024  PID         -  SC2024
 SC2024  STATE/COUNTY-  OR/CLATSOP
 SC2024  USGS QUAD   -  ASTORIA (1984)
 SC2024
 SC2024                         *CURRENT SURVEY CONTROL
 SC2024  ___________________________________________________________________
 SC2024* NAD 83(1991)-  46 11 28.82482(N)    123 50 09.53682(W)     ADJUSTED  
 SC2024* NAVD 88     -              **(meters)            **(feet)            
 SC2024  ___________________________________________________________________
 SC2024  LAPLACE CORR-          13.01  (seconds)                    DEFLEC99
 SC2024  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 SC2024  HORZ ORDER  -  THIRD
 SC2024
 SC2024.The horizontal coordinates were established by classical geodetic methods
 SC2024.and adjusted by the National Geodetic Survey in October 1991.
 SC2024
 SC2024
 SC2024.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2024
 SC2024.The geoid height was determined by GEOID03.
 SC2024
 SC2024;                    North         East     Units Scale Factor Converg.
 SC2024;SPC OR N     -   285,879.674 2,242,535.186   MT  1.00005431   -2 21 57.0
 SC2024;SPC OR N     -   937,925.44  7,357,398.90   iFT  1.00005431   -2 21 57.0
 SC2024;SPC WA S     -   100,811.752   242,568.703   MT  0.99993808   -2 25 23.7
 SC2024;SPC WA S     -   330,746.56    795,827.49   sFT  0.99993808   -2 25 23.7
 SC2024;UTM  10      - 5,115,646.691   435,491.528   MT  0.99965115   -0 36 11.9
 SC2024
 SC2024                          SUPERSEDED SURVEY CONTROL
 SC2024
 SC2024  NAD 83(1986)-  46 11 28.83630(N)    123 50 09.52180(W) AD(       ) 4
 SC2024  NAD 27      -  46 11 29.45929(N)    123 50 05.00801(W) AD(       ) 3
 SC2024
 SC2024.Superseded values are not recommended for survey control.
 SC2024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2024.See file dsdata.txt to determine how the superseded data were derived.
 SC2024
 SC2024_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS3549215647(NAD 83)
 SC2024_MARKER: 15 = RANGE MARKER
 SC2024_SETTING: 0 = UNSPECIFIED SETTING
 SC2024_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC2024+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2008
 SC2024
 SC2024  HISTORY     - Date     Condition        Report By
 SC2024  HISTORY     - 1938     FIRST OBSERVED   CGS
 SC2024  HISTORY     - 1958     GOOD             CGS
 SC2024  HISTORY     - 20010824 GOOD             USPSQD
 SC2024  HISTORY     - 20081128 GOOD             GEOCAC
 SC2024
 SC2024                          STATION DESCRIPTION
 SC2024
 SC2024'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (VRS)
 SC2024'LOCATED IN ASTORIA IN THE 600 BLOCK OF MARINE DRIVE, ABOUT 300
 SC2024'FEET NORTH OF THE STREET ON THE COLUMBIA RIVER PACKERS
 SC2024'ASSOCIATION BUILDING WHICH IS BUILT ON PILING ALONG THE
 SC2024'WATERFRONT.
 SC2024'
 SC2024'STATION IS CENTER OF RANGE LIGHT NEAR CENTER OF FLAT ROOF OF
 SC2024'BUILDING.  LISTED IN PACIFIC COAST LIGHT LIST, 1958, AS NO. 1021.
 SC2024
 SC2024                          STATION RECOVERY (2001)
 SC2024
 SC2024'RECOVERY NOTE BY US POWER SQUADRON 2001 (DPM)
 SC2024'RECOVERED IN GOOD CONDITION.
 SC2024
 SC2024                          STATION RECOVERY (2008)
 SC2024
 SC2024'RECOVERY NOTE BY GEOCACHING 2008 (BM)
 SC2024'ON A BUILDING WITH A NAVIGATION LIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC2067 ***********************************************************************
 SC2067  DESIGNATION -  ASTORIA MUN DOCK ELEV PT TOP
 SC2067  PID         -  SC2067
 SC2067  STATE/COUNTY-  OR/CLATSOP
 SC2067  USGS QUAD   -  ASTORIA (1984)
 SC2067
 SC2067                         *CURRENT SURVEY CONTROL
 SC2067  ___________________________________________________________________
 SC2067* NAD 83(1991)-  46 11 23.60715(N)    123 51 31.59213(W)     ADJUSTED  
 SC2067* NAVD 88     -              **(meters)            **(feet)            
 SC2067  ___________________________________________________________________
 SC2067  LAPLACE CORR-          12.88  (seconds)                    DEFLEC99
 SC2067  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 SC2067  HORZ ORDER  -  THIRD
 SC2067
 SC2067.The horizontal coordinates were established by classical geodetic methods
 SC2067.and adjusted by the National Geodetic Survey in October 1991.
 SC2067
 SC2067
 SC2067.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2067
 SC2067.The geoid height was determined by GEOID03.
 SC2067
 SC2067;                    North         East     Units Scale Factor Converg.
 SC2067;SPC OR N     -   285,791.587 2,240,770.368   MT  1.00005385   -2 22 55.2
 SC2067;SPC OR N     -   937,636.44  7,351,608.82   iFT  1.00005385   -2 22 55.2
 SC2067;SPC WA S     -   100,725.450   240,804.003   MT  0.99993825   -2 26 23.3
 SC2067;SPC WA S     -   330,463.41    790,037.80   sFT  0.99993825   -2 26 23.3
 SC2067;UTM  10      - 5,115,504.427   433,730.962   MT  0.99965398   -0 37 11.1
 SC2067
 SC2067                          SUPERSEDED SURVEY CONTROL
 SC2067
 SC2067  NAD 83(1986)-  46 11 23.61802(N)    123 51 31.57541(W) AD(       ) 4
 SC2067  NAD 27      -  46 11 24.24125(N)    123 51 27.05730(W) AD(       ) 3
 SC2067
 SC2067.Superseded values are not recommended for survey control.
 SC2067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2067.See file dsdata.txt to determine how the superseded data were derived.
 SC2067
 SC2067_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS3373115504(NAD 83)
 SC2067
 SC2067  HISTORY     - Date     Condition        Report By
 SC2067  HISTORY     - UNK      MONUMENTED
 SC2067  HISTORY     - 1935     SEE DESCRIPTION  CGS
 SC2067  HISTORY     - 1958     SEE DESCRIPTION  CGS
 SC2067
 SC2067                          STATION DESCRIPTION
 SC2067
 SC2067'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (RWK)
 SC2067'STATION LOST, STRUCTURE DISMANTLED IN 1935.
 SC2067
 SC2067                          STATION RECOVERY (1958)
 SC2067
 SC2067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (VRS)
 SC2067'DESTROYED--
 SC2067'
 SC2067'THERE IS NO STRUCTURE AT THE POSITION OF THIS STATION.  THE
 SC2067'POSITION FALLS ON THE DOCK 66 METERS NORTHWEST OF STATION
 SC2067'ELEVATOR 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC2053 ***********************************************************************
 SC2053  DESIGNATION -  ASTORIA OLD PARKER HOUSE CUP
 SC2053  PID         -  SC2053
 SC2053  STATE/COUNTY-  OR/CLATSOP
 SC2053  USGS QUAD   -  ASTORIA (1984)
 SC2053
 SC2053                         *CURRENT SURVEY CONTROL
 SC2053  ___________________________________________________________________
 SC2053* NAD 83(1991)-  46 11 26.78537(N)    123 50 01.84552(W)     ADJUSTED  
 SC2053* NAVD 88     -              **(meters)            **(feet)            
 SC2053  ___________________________________________________________________
 SC2053  LAPLACE CORR-          13.02  (seconds)                    DEFLEC99
 SC2053  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 SC2053  HORZ ORDER  -  THIRD
 SC2053
 SC2053.The horizontal coordinates were established by classical geodetic methods
 SC2053.and adjusted by the National Geodetic Survey in October 1991.
 SC2053
 SC2053
 SC2053.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2053
 SC2053.The geoid height was determined by GEOID03.
 SC2053
 SC2053;                    North         East     Units Scale Factor Converg.
 SC2053;SPC OR N     -   285,809.947 2,242,697.383   MT  1.00005413   -2 21 51.5
 SC2053;SPC OR N     -   937,696.68  7,357,931.05   iFT  1.00005413   -2 21 51.5
 SC2053;SPC WA S     -   100,741.871   242,730.812   MT  0.99993814   -2 25 18.1
 SC2053;SPC WA S     -   330,517.29    796,359.34   sFT  0.99993814   -2 25 18.1
 SC2053;UTM  10      - 5,115,582.012   435,655.727   MT  0.99965089   -0 36 06.4
 SC2053
 SC2053                          SUPERSEDED SURVEY CONTROL
 SC2053
 SC2053  NAD 83(1986)-  46 11 26.79686(N)    123 50 01.83071(W) AD(       ) 4
 SC2053  NAD 27      -  46 11 27.41904(N)    123 49 57.31688(W) AD(       ) 3
 SC2053
 SC2053.Superseded values are not recommended for survey control.
 SC2053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2053.See file dsdata.txt to determine how the superseded data were derived.
 SC2053
 SC2053_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS3565615582(NAD 83)
 SC2053
 SC2053  HISTORY     - Date     Condition        Report By
 SC2053  HISTORY     - 1935     MONUMENTED       CGS
 SC2053  HISTORY     - 1958     SEE DESCRIPTION  CGS
 SC2053
 SC2053                          STATION DESCRIPTION
 SC2053
 SC2053'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (RWK)
 SC2053'THE STATION IS THE FINIAL OF THE COPPER SHEATHED CUPOLA ON A
 SC2053'THREE-STORY WOODEN ROOMING HOUSE ON THE NW CORNER OF ASTORIA AND
 SC2053'NINTH STREETS.
 SC2053
 SC2053                          STATION RECOVERY (1958)
 SC2053
 SC2053'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (VRS)
 SC2053'STATION DESTROYED.  THE BUILDING HAS BEEN TORN DOWN.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC2082 ***********************************************************************
 SC2082  DESIGNATION -  ASTORIA PLYWOOD CORP STACK
 SC2082  PID         -  SC2082
 SC2082  STATE/COUNTY-  OR/CLATSOP
 SC2082  USGS QUAD   -  ASTORIA (1984)
 SC2082
 SC2082                         *CURRENT SURVEY CONTROL
 SC2082  ___________________________________________________________________
 SC2082* NAD 83(1991)-  46 11 24.89120(N)    123 48 48.83891(W)     ADJUSTED  
 SC2082* NAVD 88     -              **(meters)            **(feet)            
 SC2082  ___________________________________________________________________
 SC2082  LAPLACE CORR-          12.99  (seconds)                    DEFLEC99
 SC2082  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 SC2082  HORZ ORDER  -  THIRD
 SC2082
 SC2082.The horizontal coordinates were established by classical geodetic methods
 SC2082.and adjusted by the National Geodetic Survey in October 1991.
 SC2082
 SC2082
 SC2082.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2082
 SC2082.The geoid height was determined by GEOID03.
 SC2082
 SC2082;                    North         East     Units Scale Factor Converg.
 SC2082;SPC OR N     -   285,687.118 2,244,259.263   MT  1.00005396   -2 20 59.8
 SC2082;SPC OR N     -   937,293.69  7,363,055.32   iFT  1.00005396   -2 20 59.8
 SC2082;SPC WA S     -   100,617.497   244,292.387   MT  0.99993821   -2 24 25.1
 SC2082;SPC WA S     -   330,109.24    801,482.61   sFT  0.99993821   -2 24 25.1
 SC2082;UTM  10      - 5,115,507.314   437,220.014   MT  0.99964845   -0 35 13.6
 SC2082
 SC2082                          SUPERSEDED SURVEY CONTROL
 SC2082
 SC2082  NAD 83(1986)-  46 11 24.90289(N)    123 48 48.82430(W) AD(       ) 4
 SC2082  NAD 27      -  46 11 25.52485(N)    123 48 44.31379(W) AD(       ) 3
 SC2082
 SC2082.Superseded values are not recommended for survey control.
 SC2082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2082.See file dsdata.txt to determine how the superseded data were derived.
 SC2082
 SC2082_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS3722015507(NAD 83)
 SC2082
 SC2082  HISTORY     - Date     Condition        Report By
 SC2082  HISTORY     - 1958     MONUMENTED       CGS
 SC2082  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 SC2082  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 SC2082
 SC2082                          STATION DESCRIPTION
 SC2082
 SC2082'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (VRS)
 SC2082'LOCATED IN ASTORIA IN THE 2800 BLOCK OF MARINE DRIVE, ABOUT 300
 SC2082'FEET NORTH OF THE STREET AND ABOUT --- FEET EAST OF THE NORTHEAST
 SC2082'CORNER OF THE MAIN BUILDING AT THE ASTORIA PLYWOOD CORPORATION.
 SC2082'
 SC2082'STATION IS TOP CENTER OF A BLACK STEEL STACK.
 SC2082
 SC2082                          STATION RECOVERY (1989)
 SC2082
 SC2082'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 SC2082'MARK NOT FOUND.
 SC2082
 SC2082                          STATION RECOVERY (1990)
 SC2082
 SC2082'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCC)
 SC2082'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC2041 ***********************************************************************
 SC2041  DESIGNATION -  ASTORIA RADIO STA KAST SE TWR
 SC2041  PID         -  SC2041
 SC2041  STATE/COUNTY-  OR/CLATSOP
 SC2041  USGS QUAD   -  ASTORIA (1984)
 SC2041
 SC2041                         *CURRENT SURVEY CONTROL
 SC2041  ___________________________________________________________________
 SC2041* NAD 83(1991)-  46 10 29.46590(N)    123 51 00.84340(W)     ADJUSTED  
 SC2041* NAVD 88     -              **(meters)            **(feet)            
 SC2041  ___________________________________________________________________
 SC2041  LAPLACE CORR-          13.10  (seconds)                    DEFLEC99
 SC2041  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 SC2041  HORZ ORDER  -  THIRD
 SC2041
 SC2041.The horizontal coordinates were established by classical geodetic methods
 SC2041.and adjusted by the National Geodetic Survey in October 1991.
 SC2041
 SC2041
 SC2041.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2041
 SC2041.The geoid height was determined by GEOID03.
 SC2041
 SC2041;                    North         East     Units Scale Factor Converg.
 SC2041;SPC OR N     -   284,093.883 2,241,359.902   MT  1.00004918   -2 22 33.4
 SC2041;SPC OR N     -   932,066.55  7,353,542.99   iFT  1.00004918   -2 22 33.4
 SC2041;SPC WA S     -    99,027.343   241,391.759   MT  0.99994008   -2 26 00.9
 SC2041;SPC WA S     -   324,892.21    791,966.13   sFT  0.99994008   -2 26 00.9
 SC2041;UTM  10      - 5,113,826.324   434,372.173   MT  0.99965294   -0 36 48.3
 SC2041
 SC2041                          SUPERSEDED SURVEY CONTROL
 SC2041
 SC2041  NAD 83(1986)-  46 10 29.47816(N)    123 51 00.82713(W) AD(       ) 4
 SC2041  NAD 27      -  46 10 30.10095(N)    123 50 56.31391(W) AD(       ) 3
 SC2041
 SC2041.Superseded values are not recommended for survey control.
 SC2041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2041.See file dsdata.txt to determine how the superseded data were derived.
 SC2041
 SC2041_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS3437213826(NAD 83)
 SC2041_MARKER: 43 = RADIO/TV TOWER
 SC2041
 SC2041  HISTORY     - Date     Condition        Report By
 SC2041  HISTORY     - 1951     FIRST OBSERVED   CGS
 SC2041  HISTORY     - 1957     GOOD             CGS
 SC2041  HISTORY     - 1968     GOOD             CGS
 SC2041  HISTORY     - 1973     GOOD             NGS
 SC2041  HISTORY     - 1984     GOOD             USPSQD
 SC2041  HISTORY     - 1989     GOOD             USPSQD
 SC2041  HISTORY     - 1990     GOOD             USPSQD
 SC2041  HISTORY     - 20010218 GOOD             USPSQD
 SC2041
 SC2041                          STATION DESCRIPTION
 SC2041
 SC2041'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (HGC)
 SC2041'THIS INTERSECTION STATION IS THE CENTER OF THE AIRCRAFT WARNING
 SC2041'LIGHT MOUNTED AT TOP OF TALL SLENDER RADIO MAST TOWER OF STATION
 SC2041'KAST LOCATED IN THE SOUTHWEST PART OF ASTORIA.  IT IS THE SE ONE OF
 SC2041'TWO RADIO TOWERS LOCATED APPROXIMATELY HALFWAY BETWEEN THE
 SC2041'SPOKANE, PORTLAND AND SEATTLE RAILWAY BRIDGE AND U.S. HIGHWAY
 SC2041'BRIDGE ON THE E SHORE OF YOUNGS BAY.  IT IS ABOUT 600 METERS NW
 SC2041'OF PACIFIC POWER AND LIGHT POWER PLANT AND ABOUT 55 METERS
 SC2041'OFFSHORE.  THIS TOWER IS APPROXIMATELY 150 FEET HIGH AND IS VERY
 SC2041'CONSPICUOUS.  IT IS A VERY GOOD LANDMARK.
 SC2041
 SC2041                          STATION RECOVERY (1957)
 SC2041
 SC2041'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (VRS)
 SC2041'THE STATION WAS RECOVERED AS DESCRIBED BY H.G.C. IN 1951.
 SC2041
 SC2041                          STATION RECOVERY (1968)
 SC2041
 SC2041'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (CLH)
 SC2041'THIS INTERSECTION STATION IS THE CENTER OF THE AIRCRAFT WARNING
 SC2041'LIGHT MOUNTED AT TOP OF TALL SLENDER RADIO MAST TOWER OF STATION
 SC2041'KAST LOCATED IN THE SW PART OF ASTORIA.  IT IS THE SE ONE OF TWO
 SC2041'RADIO TOWERS LOCATED APPROXIMATELY HALFWAY BETWEEN THE SPOKANE,
 SC2041'PORTLAND AND SEATTLE RAILWAY BRIDGE AND U.S. HIGHWAY BRIDGE ON
 SC2041'THE E SHORE OF YOUNGS BAY.  IT IS ABOUT 600 METERS NW OF PACIFIC
 SC2041'POWER AND LIGHT POWER PLANT AND ABOUT 55 METERS OFFSHORE.  THIS
 SC2041'TOWER IS APPROXIMATELY 150 FEET HIGH AND IS VERY CONSPICUOUS.  THE
 SC2041'ORIGINAL TOWER, RAISED IN 1938, WAS MOVED IN 1949.  DUE TO AN
 SC2041'ICE-STORM IN JANUARY, 1951, THE TOWER WAS BLOWN DOWN AND REBUILT
 SC2041'IN APPROXIMATELY THE SAME POSITION ON MAY 24, 1951.  IT IS A
 SC2041'VERY GOOD LANDMARK.
 SC2041'
 SC2041'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN ASTORIA.
 SC2041
 SC2041                          STATION RECOVERY (1973)
 SC2041
 SC2041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (BHB)
 SC2041'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 SC2041
 SC2041                          STATION RECOVERY (1984)
 SC2041
 SC2041'RECOVERY NOTE BY US POWER SQUADRON 1984 (RDC)
 SC2041'STATION RECOVERED GOOD.
 SC2041'
 SC2041'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 SC2041
 SC2041                          STATION RECOVERY (1989)
 SC2041
 SC2041'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 SC2041'RECOVERED IN GOOD CONDITION.
 SC2041
 SC2041                          STATION RECOVERY (1990)
 SC2041
 SC2041'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCC)
 SC2041'RECOVERED IN GOOD CONDITION.
 SC2041
 SC2041                          STATION RECOVERY (2001)
 SC2041
 SC2041'RECOVERY NOTE BY US POWER SQUADRON 2001 (RCC)
 SC2041'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC2044 ***********************************************************************
 SC2044  DESIGNATION -  ASTORIA RADIO STA KAST NW TWR
 SC2044  PID         -  SC2044
 SC2044  STATE/COUNTY-  OR/CLATSOP
 SC2044  USGS QUAD   -  ASTORIA (1984)
 SC2044
 SC2044                         *CURRENT SURVEY CONTROL
 SC2044  ___________________________________________________________________
 SC2044* NAD 83(1991)-  46 10 31.64726(N)    123 51 04.81009(W)     ADJUSTED  
 SC2044* NAVD 88     -              **(meters)            **(feet)            
 SC2044  ___________________________________________________________________
 SC2044  LAPLACE CORR-          13.12  (seconds)                    DEFLEC99
 SC2044  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 SC2044  HORZ ORDER  -  THIRD
 SC2044
 SC2044.The horizontal coordinates were established by classical geodetic methods
 SC2044.and adjusted by the National Geodetic Survey in October 1991.
 SC2044
 SC2044
 SC2044.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2044
 SC2044.The geoid height was determined by GEOID03.
 SC2044
 SC2044;                    North         East     Units Scale Factor Converg.
 SC2044;SPC OR N     -   284,164.708 2,241,277.680   MT  1.00004937   -2 22 36.2
 SC2044;SPC OR N     -   932,298.91  7,353,273.23   iFT  1.00004937   -2 22 36.2
 SC2044;SPC WA S     -    99,098.243   241,309.617   MT  0.99994001   -2 26 03.8
 SC2044;SPC WA S     -   325,124.82    791,696.64   sFT  0.99994001   -2 26 03.8
 SC2044;UTM  10      - 5,113,894.560   434,287.845   MT  0.99965308   -0 36 51.2
 SC2044
 SC2044                          SUPERSEDED SURVEY CONTROL
 SC2044
 SC2044  NAD 83(1986)-  46 10 31.65947(N)    123 51 04.79374(W) AD(       ) 4
 SC2044  NAD 27      -  46 10 32.28236(N)    123 51 00.28021(W) AD(       ) 3
 SC2044
 SC2044.Superseded values are not recommended for survey control.
 SC2044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2044.See file dsdata.txt to determine how the superseded data were derived.
 SC2044
 SC2044_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS3428813895(NAD 83)
 SC2044_MARKER: 43 = RADIO/TV TOWER
 SC2044
 SC2044  HISTORY     - Date     Condition        Report By
 SC2044  HISTORY     - 1951     FIRST OBSERVED   CGS
 SC2044  HISTORY     - 1957     GOOD             CGS
 SC2044  HISTORY     - 1968     GOOD             CGS
 SC2044  HISTORY     - 1973     GOOD             NGS
 SC2044  HISTORY     - 1984     GOOD             USPSQD
 SC2044  HISTORY     - 1990     GOOD             USPSQD
 SC2044  HISTORY     - 20010218 GOOD             USPSQD
 SC2044
 SC2044                          STATION DESCRIPTION
 SC2044
 SC2044'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (HGC)
 SC2044'THIS INTERSECTION STATION IS THE CENTER OF THE AIRCRAFT WARNING
 SC2044'LIGHT MOUNTED AT TOP OF TALL SLENDER RADIO MAST TOWER OF STATION
 SC2044'KAST LOCATED IN THE SW PART OF ASTORIA.  IT IS THE NW ONE OF TWO
 SC2044'RADIO TOWERS LOCATED APPROXIMATELY HALFWAY BETWEEN THE SPOKANE,
 SC2044'PORTLAND AND SEATTLE RAILWAY BRIDGE AND U.S. HIGHWAY BRIDGE ON
 SC2044'THE E SHORE OF YOUNGS BAY.  IT IS ABOUT 700 METERS NW OF PACIFIC
 SC2044'POWER AND LIGHT POWER PLANT AND ABOUT 55 METERS OFFSHORE.  THIS
 SC2044'TOWER IS APPROXIMATELY 150 FEET HIGH AND IS VERY CONSPICUOUS.  IT
 SC2044'IS A VERY GOOD LANDMARK.
 SC2044
 SC2044                          STATION RECOVERY (1957)
 SC2044
 SC2044'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (VRS)
 SC2044'THE STATION WAS RECOVERED AS DESCRIBED BY H.G.C. IN 1951.
 SC2044
 SC2044                          STATION RECOVERY (1968)
 SC2044
 SC2044'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (CLH)
 SC2044'THIS INTERSECTION STATION IS THE CENTER OF THE AIRCRAFT WARNING LIGHT
 SC2044'MOUNTED AT TOP OF TALL SLENDER RADIO MAST TOWER OF STATION KAST
 SC2044'LOCATED IN THE SW PART OF ASTORIA.  IT IS NW ONE OF TWO RADIO
 SC2044'TOWERS LOCATED APPROXIMATELY HALFWAY BETWEEN THE SPOKANE, PORTLAND
 SC2044'AND SEATTLE RAILWAY BRIDGE AND U.S. HIGHWAY BRIDGE ON THE E
 SC2044'SHORE OF YOUNGS BAY.  IT IS ABOUT 700 METERS NW OF PACIFIC
 SC2044'POWER AND LIGHT POWER PLANT AND ABOUT 55 METERS OFFSHORE.  THIS
 SC2044'TOWER IS APPROXIMATELY 150 FEET HIGH AND IS VERY CONSPICOUS.  IT IS A
 SC2044'VERY GOOD LANDMARK.
 SC2044'
 SC2044'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN ASTORIA.
 SC2044
 SC2044                          STATION RECOVERY (1973)
 SC2044
 SC2044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (BHB)
 SC2044'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 SC2044
 SC2044                          STATION RECOVERY (1984)
 SC2044
 SC2044'RECOVERY NOTE BY US POWER SQUADRON 1984 (RDC)
 SC2044'STATION RECOVERED GOOD.
 SC2044'
 SC2044'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 SC2044
 SC2044                          STATION RECOVERY (1990)
 SC2044
 SC2044'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCC)
 SC2044'RECOVERED IN GOOD CONDITION.
 SC2044
 SC2044                          STATION RECOVERY (2001)
 SC2044
 SC2044'RECOVERY NOTE BY US POWER SQUADRON 2001 (RCC)
 SC2044'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC2089 ***********************************************************************
 SC2089  DESIGNATION -  ASTORIA RADIO STA KVAS MAST
 SC2089  PID         -  SC2089
 SC2089  STATE/COUNTY-  OR/CLATSOP
 SC2089  USGS QUAD   -  ASTORIA (1984)
 SC2089
 SC2089                         *CURRENT SURVEY CONTROL
 SC2089  ___________________________________________________________________
 SC2089* NAD 83(1991)-  46 11 24.24053(N)    123 49 39.37363(W)     ADJUSTED  
 SC2089* NAVD 88     -              **(meters)            **(feet)            
 SC2089  ___________________________________________________________________
 SC2089  LAPLACE CORR-          13.04  (seconds)                    DEFLEC99
 SC2089  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 SC2089  HORZ ORDER  -  THIRD
 SC2089
 SC2089.The horizontal coordinates were established by classical geodetic methods
 SC2089.and adjusted by the National Geodetic Survey in October 1991.
 SC2089
 SC2089
 SC2089.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2089
 SC2089.The geoid height was determined by GEOID03.
 SC2089
 SC2089;                    North         East     Units Scale Factor Converg.
 SC2089;SPC OR N     -   285,711.573 2,243,175.641   MT  1.00005391   -2 21 35.6
 SC2089;SPC OR N     -   937,373.93  7,359,500.13   iFT  1.00005391   -2 21 35.6
 SC2089;SPC WA S     -   100,643.029   243,208.915   MT  0.99993823   -2 25 01.8
 SC2089;SPC WA S     -   330,193.00    797,927.92   sFT  0.99993823   -2 25 01.8
 SC2089;UTM  10      - 5,115,498.428   436,136.590   MT  0.99965014   -0 35 50.1
 SC2089
 SC2089                          SUPERSEDED SURVEY CONTROL
 SC2089
 SC2089  NAD 83(1986)-  46 11 24.24956(N)    123 49 39.35843(W) AD(       ) 4
 SC2089  NAD 27      -  46 11 24.87258(N)    123 49 34.84659(W) AD(       ) 3
 SC2089
 SC2089.Superseded values are not recommended for survey control.
 SC2089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2089.See file dsdata.txt to determine how the superseded data were derived.
 SC2089
 SC2089_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS3613715498(NAD 83)
 SC2089_MARKER: I = METAL ROD
 SC2089_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 SC2089_SP_SET: PREFABRICATED CONCRETE POST
 SC2089_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC2089_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC2089+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2003
 SC2089
 SC2089  HISTORY     - Date     Condition        Report By
 SC2089  HISTORY     - 1958     MONUMENTED       CGS
 SC2089  HISTORY     - 1984     GOOD             USPSQD
 SC2089  HISTORY     - 1986     GOOD             NGS
 SC2089  HISTORY     - 1989     GOOD             USPSQD
 SC2089  HISTORY     - 1990     GOOD             USPSQD
 SC2089  HISTORY     - 20030111 GOOD             USPSQD
 SC2089
 SC2089                          STATION DESCRIPTION
 SC2089
 SC2089'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (VRS)
 SC2089'LOCATED IN ASTORIA ABOUT ONE BLOCK EAST OF THE FERRY SLIP AND
 SC2089'APPROXIMATELY 125 FEET OFFSHORE.  MAST IS A SKELETON STEEL
 SC2089'STRUCTURE WITH A PYRAMIDAL TOP ON A CONCRETE PIER.
 SC2089'
 SC2089'STATION IS TOP CENTER OF MAST.
 SC2089
 SC2089                          STATION RECOVERY (1984)
 SC2089
 SC2089'RECOVERY NOTE BY US POWER SQUADRON 1984 (RDC)
 SC2089'STATION RECOVERED GOOD.
 SC2089'
 SC2089'STATION RECOVERED IN GOOD CONDITION AS ESTABLISHED BY VRS IN 1958.
 SC2089
 SC2089                          STATION RECOVERY (1986)
 SC2089
 SC2089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (DWY)
 SC2089'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 SC2089
 SC2089                          STATION RECOVERY (1989)
 SC2089
 SC2089'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 SC2089'RECOVERED IN GOOD CONDITION.
 SC2089
 SC2089                          STATION RECOVERY (1990)
 SC2089
 SC2089'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCC)
 SC2089'RECOVERED IN GOOD CONDITION.
 SC2089
 SC2089                          STATION RECOVERY (2003)
 SC2089
 SC2089'RECOVERY NOTE BY US POWER SQUADRON 2003 (DMJ)
 SC2089'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1186 ***********************************************************************
 SC1186  DESIGNATION -  ASTORIA RANGE FRONT
 SC1186  PID         -  SC1186
 SC1186  STATE/COUNTY-  OR/CLATSOP
 SC1186  USGS QUAD   -  ASTORIA (1984)
 SC1186
 SC1186                         *CURRENT SURVEY CONTROL
 SC1186  ___________________________________________________________________
 SC1186* NAD 83(1991)-  46 11 28.78545(N)    123 50 09.51955(W)     ADJUSTED  
 SC1186* NAVD 88     -        13.5    (meters)      44.     (feet)  VERTCON   
 SC1186  ___________________________________________________________________
 SC1186  X           -  -2,462,797.810 (meters)                     COMP
 SC1186  Y           -  -3,673,890.918 (meters)                     COMP
 SC1186  Z           -   4,579,988.316 (meters)                     COMP
 SC1186  LAPLACE CORR-          13.01  (seconds)                    DEFLEC99
 SC1186  ELLIP HEIGHT-          -9.502 (meters)          (10/15/91) ADJUSTED
 SC1186  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 SC1186  HORZ ORDER  -  THIRD
 SC1186  ELLP ORDER  -  FOURTH    CLASS I
 SC1186
 SC1186.The horizontal coordinates were established by GPS observations
 SC1186.and adjusted by the National Geodetic Survey in October 1991.
 SC1186
 SC1186.The NAVD 88 height was computed by applying the VERTCON shift value to
 SC1186.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SC1186
 SC1186.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SC1186
 SC1186.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1186
 SC1186.The ellipsoidal height was determined by GPS observations
 SC1186.and is referenced to NAD 83.
 SC1186
 SC1186.The geoid height was determined by GEOID03.
 SC1186
 SC1186;                    North         East     Units Scale Factor Converg.
 SC1186;SPC OR N     -   285,878.444 2,242,535.506   MT  1.00005430   -2 21 57.0
 SC1186;SPC OR N     -   937,921.40  7,357,399.95   iFT  1.00005430   -2 21 57.0
 SC1186;SPC WA S     -   100,810.522   242,569.022   MT  0.99993808   -2 25 23.7
 SC1186;SPC WA S     -   330,742.52    795,828.53   sFT  0.99993808   -2 25 23.7
 SC1186;UTM  10      - 5,115,645.472   435,491.886   MT  0.99965115   -0 36 11.9
 SC1186
 SC1186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1186!SPC OR N     -   1.00000149  x   1.00005430  =   1.00005579
 SC1186!SPC WA S     -   1.00000149  x   0.99993808  =   0.99993957
 SC1186!UTM  10      -   1.00000149  x   0.99965115  =   0.99965264
 SC1186
 SC1186                          SUPERSEDED SURVEY CONTROL
 SC1186
 SC1186  NAD 83(1986)-  46 11 28.79989(N)    123 50 09.48687(W) AD(       ) 3
 SC1186  NAD 27      -  46 11 29.42194(N)    123 50 04.99277(W) AD(       ) 3
 SC1186  NGVD 29 (07/16/87)   12.4    (m)           41.     (f) GPS OBS     3  
 SC1186
 SC1186.Superseded values are not recommended for survey control.
 SC1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1186.See file dsdata.txt to determine how the superseded data were derived.
 SC1186
 SC1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS3549215645(NAD 83)
 SC1186_MARKER: 14 = NAVIGATION LIGHT
 SC1186_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC1186+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2008
 SC1186
 SC1186  HISTORY     - Date     Condition        Report By
 SC1186  HISTORY     - 1986     FIRST OBSERVED   NGS
 SC1186  HISTORY     - 20030218 GOOD             USPSQD
 SC1186  HISTORY     - 20081128 GOOD             GEOCAC
 SC1186
 SC1186                          STATION DESCRIPTION
 SC1186
 SC1186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (MRM)
 SC1186'THE LIGHT IS LOCATED IN ASTORIA. IT IS NUMBER 10105 IN THE CG LIGHT
 SC1186'LIST, VOL. VI, PACIFIC COAST AND PACIFIC ISLANDS, 1987.
 SC1186
 SC1186                          STATION RECOVERY (2003)
 SC1186
 SC1186'RECOVERY NOTE BY US POWER SQUADRON 2003 (DMJ)
 SC1186'LOCATED BETWEEN 6TH AND 7TH STREETS, ATOP BUILDING ALONG WATERFRONT.
 SC1186
 SC1186                          STATION RECOVERY (2008)
 SC1186
 SC1186'RECOVERY NOTE BY GEOCACHING 2008 (BM)
 SC1186'ON A BUILDING WITH A RANGE MARKER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1187 ***********************************************************************
 SC1187  DESIGNATION -  ASTORIA RANGE REAR
 SC1187  PID         -  SC1187
 SC1187  STATE/COUNTY-  OR/CLATSOP
 SC1187  USGS QUAD   -  ASTORIA (1984)
 SC1187
 SC1187                         *CURRENT SURVEY CONTROL
 SC1187  ___________________________________________________________________
 SC1187* NAD 83(1991)-  46 11 20.54994(N)    123 50 31.42044(W)     ADJUSTED  
 SC1187* NAVD 88     -        56.3    (meters)     185.     (feet)  VERTCON   
 SC1187  ___________________________________________________________________
 SC1187  X           -  -2,463,306.529 (meters)                     COMP
 SC1187  Y           -  -3,673,806.349 (meters)                     COMP
 SC1187  Z           -   4,579,843.078 (meters)                     COMP
 SC1187  LAPLACE CORR-          12.98  (seconds)                    DEFLEC99
 SC1187  ELLIP HEIGHT-          33.170 (meters)          (10/15/91) ADJUSTED
 SC1187  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 SC1187  HORZ ORDER  -  THIRD
 SC1187  ELLP ORDER  -  FOURTH    CLASS I
 SC1187
 SC1187.The horizontal coordinates were established by GPS observations
 SC1187.and adjusted by the National Geodetic Survey in October 1991.
 SC1187
 SC1187.The NAVD 88 height was computed by applying the VERTCON shift value to
 SC1187.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SC1187
 SC1187.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SC1187
 SC1187.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1187
 SC1187.The ellipsoidal height was determined by GPS observations
 SC1187.and is referenced to NAD 83.
 SC1187
 SC1187.The geoid height was determined by GEOID03.
 SC1187
 SC1187;                    North         East     Units Scale Factor Converg.
 SC1187;SPC OR N     -   285,643.770 2,242,055.738   MT  1.00005359   -2 22 12.5
 SC1187;SPC OR N     -   937,151.48  7,355,825.91   iFT  1.00005359   -2 22 12.5
 SC1187;SPC WA S     -   100,576.356   242,089.074   MT  0.99993835   -2 25 39.6
 SC1187;SPC WA S     -   329,974.26    794,253.90   sFT  0.99993835   -2 25 39.6
 SC1187;UTM  10      - 5,115,396.253   435,019.752   MT  0.99965190   -0 36 27.6
 SC1187
 SC1187!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1187!SPC OR N     -   0.99999480  x   1.00005359  =   1.00004839
 SC1187!SPC WA S     -   0.99999480  x   0.99993835  =   0.99993315
 SC1187!UTM  10      -   0.99999480  x   0.99965190  =   0.99964670
 SC1187
 SC1187                          SUPERSEDED SURVEY CONTROL
 SC1187
 SC1187  NAD 83(1986)-  46 11 20.56057(N)    123 50 31.39110(W) AD(       ) 3
 SC1187  NAD 27      -  46 11 21.18708(N)    123 50 26.89335(W) AD(       ) 3
 SC1187  NGVD 29 (07/16/87)   55.2    (m)          181.     (f) GPS OBS     3  
 SC1187
 SC1187.Superseded values are not recommended for survey control.
 SC1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1187.See file dsdata.txt to determine how the superseded data were derived.
 SC1187
 SC1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS3502015396(NAD 83)
 SC1187_MARKER: 14 = NAVIGATION LIGHT
 SC1187_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC1187+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2003
 SC1187
 SC1187  HISTORY     - Date     Condition        Report By
 SC1187  HISTORY     - 1986     FIRST OBSERVED   NGS
 SC1187  HISTORY     - 20030218 GOOD             USPSQD
 SC1187
 SC1187                          STATION DESCRIPTION
 SC1187
 SC1187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (MRM)
 SC1187'LIGHT IS LOCATED IN ASTORIA, OR. IT IS NUMBER 10110 IN THE CG LIGHT
 SC1187'LIST, VOL. VI, PACIFIC COAST AND PACIFIC ISLANDS, 1987.
 SC1187
 SC1187                          STATION RECOVERY (2003)
 SC1187
 SC1187'RECOVERY NOTE BY US POWER SQUADRON 2003 (DMJ)
 SC1187'ACROSS FROM 154 FRANKLIN, ACCESS FROM 144 DUANE.  LIGHT LIST
 SC1187'IDENTIFIES NUMBER 10110 AS LOWER RANGE REAR LIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC2046 ***********************************************************************
 SC2046  DESIGNATION -  ASTORIA REAR RANGE LT 1913
 SC2046  PID         -  SC2046
 SC2046  STATE/COUNTY-  OR/CLATSOP
 SC2046  USGS QUAD   -  ASTORIA (1984)
 SC2046
 SC2046                         *CURRENT SURVEY CONTROL
 SC2046  ___________________________________________________________________
 SC2046* NAD 83(1991)-  46 11 02.30416(N)    123 50 05.83592(W)     ADJUSTED  
 SC2046* NAVD 88     -              **(meters)            **(feet)            
 SC2046  ___________________________________________________________________
 SC2046  LAPLACE CORR-          13.12  (seconds)                    DEFLEC99
 SC2046  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 SC2046  HORZ ORDER  -  THIRD
 SC2046
 SC2046.The horizontal coordinates were established by classical geodetic methods
 SC2046.and adjusted by the National Geodetic Survey in October 1991.
 SC2046
 SC2046
 SC2046.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2046
 SC2046.The geoid height was determined by GEOID03.
 SC2046
 SC2046;                    North         East     Units Scale Factor Converg.
 SC2046;SPC OR N     -   285,058.191 2,242,580.688   MT  1.00005201   -2 21 54.4
 SC2046;SPC OR N     -   935,230.29  7,357,548.19   iFT  1.00005201   -2 21 54.4
 SC2046;SPC WA S     -    99,990.317   242,613.377   MT  0.99993896   -2 25 21.0
 SC2046;SPC WA S     -   328,051.57    795,974.05   sFT  0.99993896   -2 25 21.0
 SC2046;UTM  10      - 5,114,827.325   435,562.248   MT  0.99965104   -0 36 09.0
 SC2046
 SC2046                          SUPERSEDED SURVEY CONTROL
 SC2046
 SC2046  NAD 83(1986)-  46 11 02.31602(N)    123 50 05.82053(W) AD(       ) 4
 SC2046  NAD 27      -  46 11 02.93508(N)    123 50 01.30210(W) AD(       ) 3
 SC2046
 SC2046.Superseded values are not recommended for survey control.
 SC2046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2046.See file dsdata.txt to determine how the superseded data were derived.
 SC2046
 SC2046_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS3556214827(NAD 83)
 SC2046
 SC2046  HISTORY     - Date     Condition        Report By
 SC2046  HISTORY     - UNK      MONUMENTED
 SC2046  HISTORY     - 1935     SEE DESCRIPTION  CGS
 SC2046
 SC2046                          STATION DESCRIPTION
 SC2046
 SC2046'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (RWK)
 SC2046'REMOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC2018 ***********************************************************************
 SC2018  DESIGNATION -  ASTORIA RESET
 SC2018  PID         -  SC2018
 SC2018  STATE/COUNTY-  OR/CLATSOP
 SC2018  USGS QUAD   -  ASTORIA (1984)
 SC2018
 SC2018                         *CURRENT SURVEY CONTROL
 SC2018  ___________________________________________________________________
 SC2018* NAD 83(1991)-  46 11 15.40134(N)    123 50 31.76097(W)     ADJUSTED  
 SC2018* NAVD 88     -        80.     (meters)     262.     (feet)  SCALED    
 SC2018  ___________________________________________________________________
 SC2018  LAPLACE CORR-          13.00  (seconds)                    DEFLEC99
 SC2018  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 SC2018  HORZ ORDER  -  THIRD
 SC2018
 SC2018.The horizontal coordinates were established by classical geodetic methods
 SC2018.and adjusted by the National Geodetic Survey in October 1991.
 SC2018
 SC2018.The orthometric height was scaled from a topographic map.
 SC2018
 SC2018.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2018
 SC2018.The geoid height was determined by GEOID03.
 SC2018
 SC2018;                    North         East     Units Scale Factor Converg.
 SC2018;SPC OR N     -   285,485.230 2,242,041.866   MT  1.00005314   -2 22 12.8
 SC2018;SPC OR N     -   936,631.33  7,355,780.40   iFT  1.00005314   -2 22 12.8
 SC2018;SPC WA S     -   100,417.848   242,075.045   MT  0.99993852   -2 25 39.8
 SC2018;SPC WA S     -   329,454.22    794,207.88   sFT  0.99993852   -2 25 39.8
 SC2018;UTM  10      - 5,115,237.425   435,010.767   MT  0.99965192   -0 36 27.8
 SC2018
 SC2018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2018!SPC OR N     -   0.99999110  x   1.00005314  =   1.00004424
 SC2018!SPC WA S     -   0.99999110  x   0.99993852  =   0.99992962
 SC2018!UTM  10      -   0.99999110  x   0.99965192  =   0.99964302
 SC2018
 SC2018:                Primary Azimuth Mark                     Grid Az
 SC2018:SPC OR N     -  ASTORIA LIGHTHOUSE DEPOT CHIM            071 29 18.6
 SC2018:SPC WA S     -  ASTORIA LIGHTHOUSE DEPOT CHIM            071 32 45.6
 SC2018:UTM  10      -  ASTORIA LIGHTHOUSE DEPOT CHIM            069 43 33.6
 SC2018
 SC2018|---------------------------------------------------------------------|
 SC2018| PID    Reference Object                     Distance      Geod. Az  |
 SC2018|                                                           dddmmss.s |
 SC2018| SC2049 ASTORIA LIGHTHOUSE DEPOT CHIM       APPROX. 6.3 KM 0690705.8 |
 SC2018| SC2052 ASTORIA BETHANIA LUTH CH SPIRE      APPROX. 2.9 KM 0811323.5 |
 SC2018| SC2010 ASTORIA RR DEPOT FLAGPOLE           APPROX. 1.8 KM 0812535.0 |
 SC2018| SC2077 ASTORIA FULL GOSPEL CH SPIRE        APPROX. 3.0 KM 0820937.0 |
 SC2018| SC2081 ASTORIA HOTEL NE RADIO MAST         APPROX. 1.1 KM 0824313.1 |
 SC2018| SC2079 ASTORIA HOTEL SW RADIO MAST         APPROX. 1.1 KM 0835355.3 |
 SC2018| SC2093 ASTORIA ST MARYS HOSP CROSS         APPROX. 1.2 KM 0861044.3 |
 SC2018| SC2092 ASTORIA ST MARYS CHURCH SPIRE       APPROX. 1.2 KM 0990311.4 |
 SC2018| CE2905 ASTORIA RM 1                          5.639 METERS 14217     |
 SC2018| CE2906 ASTORIA RM 2                          3.348 METERS 26433     |
 SC2018| SC2064 ASTORIA PORT DOCKS TANK             APPROX. 1.2 KM 2680023.8 |
 SC2018| SC2032 FINNISH LUTH CH SP 1913             415.728 METERS 2703802.1 |
 SC2018| SC0999 POINT ELLICE                        APPROX. 6.4 KM 3384111.4 |
 SC2018| SC2249 MEGLER FRONT RANGE BOARD            APPROX. 7.1 KM 3503520.2 |
 SC2018| SC2247 MEGLER WATER TANK                   APPROX. 7.1 KM 3510607.1 |
 SC2018| SC2021 ASTORIA UNION OIL MARINE GABLE      APPROX. 0.5 KM 3531204.6 |
 SC2018|---------------------------------------------------------------------|
 SC2018
 SC2018                          SUPERSEDED SURVEY CONTROL
 SC2018
 SC2018  NAD 83(1986)-  46 11 15.41287(N)    123 50 31.74528(W) AD(       ) 3
 SC2018  NAD 27      -  46 11 16.03553(N)    123 50 27.23057(W) AD(       ) 3
 SC2018
 SC2018.Superseded values are not recommended for survey control.
 SC2018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2018.See file dsdata.txt to determine how the superseded data were derived.
 SC2018
 SC2018_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS3501115237(NAD 83)
 SC2018
 SC2018  HISTORY     - Date     Condition        Report By
 SC2018  HISTORY     - 1905     MONUMENTED       USE
 SC2018  HISTORY     - 1935     SEE DESCRIPTION  CGS
 SC2018  HISTORY     - 1951     SEE DESCRIPTION  CGS
 SC2018  HISTORY     - 1958     SEE DESCRIPTION  CGS
 SC2018  HISTORY     - 1965     SEE DESCRIPTION  CGS
 SC2018
 SC2018                          STATION DESCRIPTION
 SC2018
 SC2018'DESCRIBED BY US ENGINEERS 1905
 SC2018'THE STATION IS MARKED BY A CONCRETE MONUMENT WITH A 2-INCH PIPE
 SC2018'IN THE CENTER.
 SC2018
 SC2018                          STATION RECOVERY (1935)
 SC2018
 SC2018'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RWK)
 SC2018'A STANDARD BRASS DISK MARKED ASTORIA USE WAS CENTERED OVER THE
 SC2018'TWO-INCH PIPE FORMERLY MARKING THE STATION.  THE LATTER WAS
 SC2018'EMBEDDED IN AN 18-INCH SQUARE BLOCK OF CONCRETE.  TWO REFERENCE
 SC2018'MARKS WERE SET IN IRREGULAR CONCRETE MASSES.
 SC2018'
 SC2018'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 SC2018'CONCRETE AS DESCRIBED IN NOTES 1A AND 11C.
 SC2018'
 SC2018'THE STATION IS BEST REACHED BY GOING TO THE W END OF FRANKLIN
 SC2018'STREET IN ASTORIA, THENCE BY TRAIL IN THE SAME DIRECTION
 SC2018'APPROXIMATELY TWO HUNDRED METERS TO A SMALL SHARP RIDGE COVERED
 SC2018'WITH SALMON BUSHES AND SMALL HEMLOCK TREES.
 SC2018
 SC2018                          STATION RECOVERY (1951)
 SC2018
 SC2018'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HGC)
 SC2018'STATION IS LOCATED ABOUT 200 METERS W OF THE END OF FRANKLIN
 SC2018'STREET AT SECOND STREET ON TOP OF A BRUSH AND TREE COVERED
 SC2018'MOUND.  TO REACH STATION DRIVE W ON FRANKLIN TO END AT 2ND STREET,
 SC2018'FOLLOW TRAIL ALONG SEAWARD SIDE OF E-W RIDGE TO STATION ON THE
 SC2018'MOUND.  STATION IS MARKED WITH A STANDARD DISK STAMPED ASTORIA
 SC2018'U.S.E., SET IN A 18 IN SQUARE CONCRETE POST.  A THOROUGH SEARCH
 SC2018'WAS MADE FOR R. M. NO. 1 BUT IT WAS NOT FOUND.  MEASUREMENTS
 SC2018'INDICATE THE BANK HAS SLOUGHED OFF IN THIS DIRECTION AND THE
 SC2018'MARK IS PROBABLY LOST.  R. M. NO. 2 WAS FOUND AT A DISTANCE OF
 SC2018'3.351 METERS FROM THE STATION, SET IN A SMALL CONCRETE POST.
 SC2018'THIS MARK IS STAMPED ASTORIA USE NO. 2.  THE STATION WAS NOT
 SC2018'OCCUPIED IN 1951 AND CONSIDERABLE CLEARING OF BRUSH AND ALDER
 SC2018'TREES WOULD BE NECESSARY TO SEE OUT FROM THE STATION.
 SC2018
 SC2018                          STATION RECOVERY (1958)
 SC2018
 SC2018'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (VRS)
 SC2018'RECOVERED
 SC2018'
 SC2018'STATION AND BOTH REFERENCE MARKS RECOVERED IN GOOD CONDITION.  A
 SC2018'NEW DESCRIPTION FOLLOWS--
 SC2018'
 SC2018'LOCATED IN ASTORIA ON CITY PROPERTY ABOUT 1900 FEET SOUTHWEST
 SC2018'OF THE POST OFFICE AND ABOUT 200 FEET EAST OF KARKIS RESIDENCE
 SC2018'AT 129 EXCHANGE STREET, ON THE EAST SIDE OF THE CREST OF A 15
 SC2018'FOOT WIDE NORTH-SOUTH RIDGE COVERED WITH SPRUCE, HEMLOCK AND DENSE
 SC2018'BRUSH, AT A POINT WHERE THE GRADE BREAKS SHARPLY DOWN TO THE
 SC2018'NORTH.  A 12-INCH HEMLOCK BEARS 230 DEG MAGNETIC FROM THE
 SC2018'STATION AND A 6-INCH TRIANGULAR BLAZE ON A 10-INCH SPRUCE BEARS
 SC2018'290 DEG MAGNETIC FROM THE STATION.
 SC2018'
 SC2018'STATION MARK IS A STANDARD DISK STAMPED ASTORIA USE IN A
 SC2018'16X16-INCH CONCRETE MONUMENT PROJECTING TWO INCHES.
 SC2018'
 SC2018'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION ON THE EAST
 SC2018'SLOPE OF THE RIDGE ABOUT 3 FEET BELOW THE CREST.  IT IS A STANDARD
 SC2018'DISK STAMPED ASTORIA USE RM 1 AND SET IN A 7 IN X 7 IN CONCRETE
 SC2018'MONUMENT.  ABOUT A FOOT OF EARTH WAS REMOVED TO RECOVER THE MARK.
 SC2018'
 SC2018'REFERENCE MARK NO. 2 IS WEST OF THE STATION AT A POINT WHERE THE
 SC2018'GRADE BREAKS SHARPLY DOWN TO THE WEST.  IT IS A STANDARD DISK
 SC2018'STAMPED ASTORIA USE RM 2 AND SET IN A 7X7-INCH CONCRETE MONUMENT
 SC2018'FLUSH WITH THE GROUND AND ABOUT 1 FOOT LOWER THAN THE STATION.
 SC2018'
 SC2018'TO REACH THE STATION FROM THE POST OFFICE IN ASTORIA PROCEED
 SC2018'WEST ALONG COMMERCIAL STREET TO FIRST STREET, THENCE LEFT (UP
 SC2018'HILL) ALONG FIRST STREET TO EXCHANGE STREET, THENCE LEFT (EAST)
 SC2018'ALONG PRIVATE DRIVEWAY ABOUT 1 BLOCK TO THE KARKI RESIDENCE,
 SC2018'THENCE PROCEED ON FOOT UP HILL IN A SOUTHEASTERLY DIRECTION TO
 SC2018'STATION.
 SC2018
 SC2018                          STATION RECOVERY (1965)
 SC2018
 SC2018'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (PAS)
 SC2018'THE STATION WAS RECOVERED AS DESCRIBED.  A METAL WITNESS POST WAS
 SC2018'PLACED 0.5 FOOT WEST OF THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC2010 ***********************************************************************
 SC2010  DESIGNATION -  ASTORIA RR DEPOT FLAGPOLE
 SC2010  PID         -  SC2010
 SC2010  STATE/COUNTY-  OR/CLATSOP
 SC2010  USGS QUAD   -  ASTORIA (1984)
 SC2010
 SC2010                         *CURRENT SURVEY CONTROL
 SC2010  ___________________________________________________________________
 SC2010* NAD 83(1991)-  46 11 24.20348(N)    123 49 07.61399(W)     ADJUSTED  
 SC2010* NAVD 88     -              **(meters)            **(feet)            
 SC2010  ___________________________________________________________________
 SC2010  LAPLACE CORR-          13.04  (seconds)                    DEFLEC99
 SC2010  GEOID HEIGHT-         -23.15  (meters)                     GEOID03
 SC2010  HORZ ORDER  -  THIRD
 SC2010
 SC2010.The horizontal coordinates were established by classical geodetic methods
 SC2010.and adjusted by the National Geodetic Survey in October 1991.
 SC2010
 SC2010
 SC2010.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2010
 SC2010.The geoid height was determined by GEOID03.
 SC2010
 SC2010;                    North         East     Units Scale Factor Converg.
 SC2010;SPC OR N     -   285,682.422 2,243,856.101   MT  1.00005390   -2 21 13.1
 SC2010;SPC OR N     -   937,278.29  7,361,732.61   iFT  1.00005390   -2 21 13.1
 SC2010;SPC WA S     -   100,613.203   243,889.267   MT  0.99993823   -2 24 38.7
 SC2010;SPC WA S     -   330,095.15    800,160.04   sFT  0.99993823   -2 24 38.7
 SC2010;UTM  10      - 5,115,490.226   436,817.350   MT  0.99964907   -0 35 27.2
 SC2010
 SC2010                          SUPERSEDED SURVEY CONTROL
 SC2010
 SC2010  NAD 83(1986)-  46 11 24.21523(N)    123 49 07.59984(W) AD(       ) 4
 SC2010  NAD 27      -  46 11 24.83644(N)    123 49 03.08703(W) AD(       ) 3
 SC2010
 SC2010.Superseded values are not recommended for survey control.
 SC2010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2010.See file dsdata.txt to determine how the superseded data were derived.
 SC2010
 SC2010_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS3681715490(NAD 83)
 SC2010
 SC2010  HISTORY     - Date     Condition        Report By
 SC2010  HISTORY     - 1935     MONUMENTED       CGS
 SC2010  HISTORY     - 1941     SEE DESCRIPTION  CGS
 SC2010  HISTORY     - 1958     SEE DESCRIPTION  CGS
 SC2010
 SC2010                          STATION DESCRIPTION
 SC2010
 SC2010'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (RWK)
 SC2010'THE STATION IS THE SMALL SPHERE ATOP A RATHER THICK WOODEN
 SC2010'FLAGPOLE SET IN THE CENTER OF AN OBLONG-SHAPED GRASS SPACE ABOUT
 SC2010'100 FEET E OF THE SPOKANE, PORTLAND AND SEATTLE RAILROAD DEPOT
 SC2010'NEAR THE CORNER OF COMMERCIAL AND 20TH STREETS.  THE POLE IS
 SC2010'ABOUT 45 FEET HIGH.
 SC2010
 SC2010                          STATION RECOVERY (1941)
 SC2010
 SC2010'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 SC2010'THIS INTERSECTION STATION WAS CENTER OF BALL AT TOP OF HEAVY
 SC2010'FLAGPOLE IN SMALL PARK JUST EAST OF SPOKANE, PORTLAND AND SEATTLE
 SC2010'RAILWAY STATION NEAR TWENTIETH AND COMMERCIAL STREETS, ASTORIA.  IN
 SC2010'1941 IT WAS REPORTED THAT THE POLE HAD BEEN TAKEN DOWN.
 SC2010
 SC2010                          STATION RECOVERY (1958)
 SC2010
 SC2010'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (VRS)
 SC2010'STATION DESTROYED--
 SC2010'
 SC2010'THE FLAGPOLE WAS LOCATED IN A SMALL PARK 100 FEET EAST OF THE
 SC2010'SPOKANE, PORTLAND AND SEATTLE RAILROAD DEPOT.  IN 1941 THE
 SC2010'FLAGPOLE WAS TORN DOWN.  THE AREA IS NOW PAVED AND USED AS A
 SC2010'DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC2092 ***********************************************************************
 SC2092  DESIGNATION -  ASTORIA ST MARYS CHURCH SPIRE
 SC2092  PID         -  SC2092
 SC2092  STATE/COUNTY-  OR/CLATSOP
 SC2092  USGS QUAD   -  ASTORIA (1984)
 SC2092
 SC2092                         *CURRENT SURVEY CONTROL
 SC2092  ___________________________________________________________________
 SC2092* NAD 83(1991)-  46 11 09.40181(N)    123 49 37.58100(W)     ADJUSTED  
 SC2092* NAVD 88     -              **(meters)            **(feet)            
 SC2092  ___________________________________________________________________
 SC2092  LAPLACE CORR-          13.11  (seconds)                    DEFLEC99
 SC2092  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 SC2092  HORZ ORDER  -  THIRD
 SC2092
 SC2092.The horizontal coordinates were established by classical geodetic methods
 SC2092.and adjusted by the National Geodetic Survey in October 1991.
 SC2092
 SC2092
 SC2092.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2092
 SC2092.The geoid height was determined by GEOID03.
 SC2092
 SC2092;                    North         East     Units Scale Factor Converg.
 SC2092;SPC OR N     -   285,252.188 2,243,195.187   MT  1.00005262   -2 21 34.3
 SC2092;SPC OR N     -   935,866.76  7,359,564.26   iFT  1.00005262   -2 21 34.3
 SC2092;SPC WA S     -   100,183.678   243,228.000   MT  0.99993872   -2 25 00.5
 SC2092;SPC WA S     -   328,685.95    797,990.53   sFT  0.99993872   -2 25 00.5
 SC2092;UTM  10      - 5,115,040.047   436,170.244   MT  0.99965008   -0 35 48.7
 SC2092
 SC2092                          SUPERSEDED SURVEY CONTROL
 SC2092
 SC2092  NAD 83(1986)-  46 11 09.41356(N)    123 49 37.56617(W) AD(       ) 4
 SC2092  NAD 27      -  46 11 10.03574(N)    123 49 33.05236(W) AD(       ) 3
 SC2092
 SC2092.Superseded values are not recommended for survey control.
 SC2092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2092.See file dsdata.txt to determine how the superseded data were derived.
 SC2092
 SC2092_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS3617015040(NAD 83)
 SC2092
 SC2092  HISTORY     - Date     Condition        Report By
 SC2092  HISTORY     - 1916     MONUMENTED       CGS
 SC2092  HISTORY     - 1935     SEE DESCRIPTION  CGS
 SC2092  HISTORY     - 1951     SEE DESCRIPTION  CGS
 SC2092  HISTORY     - 1958     SEE DESCRIPTION  CGS
 SC2092  HISTORY     - 1984     GOOD             USPSQD
 SC2092  HISTORY     - 1989     GOOD             USPSQD
 SC2092  HISTORY     - 20010218 GOOD             USPSQD
 SC2092
 SC2092                          STATION DESCRIPTION
 SC2092
 SC2092'DESCRIBED BY COAST AND GEODETIC SURVEY 1916 (DK)
 SC2092'DETERMINED BY THEODOLITE CUTS.  THIS CHURCH IS ON THE CORNER OF
 SC2092'GRAND AVENUE AND 15TH STREETS.
 SC2092
 SC2092                          STATION RECOVERY (1935)
 SC2092
 SC2092'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RWK)
 SC2092'THE STATION IS THE CROSS ATOP THE WEATHERED SHINGLE STEEPLE OF
 SC2092'ST MARYS CHURCH, A YELLOW WOODEN STRUCTURE ON THE SW CORNER OF
 SC2092'GRAND AND FIFTEENTH STREETS.
 SC2092
 SC2092                          STATION RECOVERY (1951)
 SC2092
 SC2092'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HGC)
 SC2092'STATION IS A CROSS ATOP THE ST. MARYS CHURCH SPIRE AT THE SW
 SC2092'CORNER OF GRAND AVENUE AND FIFTEENTH STREET.  THIS CHURCH WAS
 SC2092'BUILT IN 1902.
 SC2092
 SC2092                          STATION RECOVERY (1958)
 SC2092
 SC2092'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (VRS)
 SC2092'STATION RECOVERED IN GOOD CONDITION, LOCATED AT THE SOUTHWEST
 SC2092'CORNER OF FIFTEENTH STREET AND GRAND AVENUE.  THE STATION IS THE
 SC2092'SMALL ORNAMENTAL CROSS ATOP THE STEEPLE OF THE YELLOW, WOODEN-FRAME
 SC2092'SAINT MARYS CHURCH.
 SC2092
 SC2092                          STATION RECOVERY (1984)
 SC2092
 SC2092'RECOVERY NOTE BY US POWER SQUADRON 1984 (RDC)
 SC2092'STATION RECOVERED GOOD.
 SC2092'
 SC2092'THE STATION WAS RECOVERED AS DESCRIBED BY VRS 1958.
 SC2092
 SC2092                          STATION RECOVERY (1989)
 SC2092
 SC2092'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 SC2092'RECOVERED IN GOOD CONDITION.
 SC2092
 SC2092                          STATION RECOVERY (2001)
 SC2092
 SC2092'RECOVERY NOTE BY US POWER SQUADRON 2001 (RCC)
 SC2092'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC2093 ***********************************************************************
 SC2093  DESIGNATION -  ASTORIA ST MARYS HOSP CROSS
 SC2093  PID         -  SC2093
 SC2093  STATE/COUNTY-  OR/CLATSOP
 SC2093  USGS QUAD   -  ASTORIA (1984)
 SC2093
 SC2093                         *CURRENT SURVEY CONTROL
 SC2093  ___________________________________________________________________
 SC2093* NAD 83(1991)-  46 11 17.95361(N)    123 49 36.65959(W)     ADJUSTED  
 SC2093* NAVD 88     -              **(meters)            **(feet)            
 SC2093  ___________________________________________________________________
 SC2093  LAPLACE CORR-          13.07  (seconds)                    DEFLEC99
 SC2093  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 SC2093  HORZ ORDER  -  THIRD
 SC2093
 SC2093.The horizontal coordinates were established by classical geodetic methods
 SC2093.and adjusted by the National Geodetic Survey in October 1991.
 SC2093
 SC2093
 SC2093.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2093
 SC2093.The geoid height was determined by GEOID03.
 SC2093
 SC2093;                    North         East     Units Scale Factor Converg.
 SC2093;SPC OR N     -   285,515.213 2,243,225.802   MT  1.00005336   -2 21 33.7
 SC2093;SPC OR N     -   936,729.70  7,359,664.70   iFT  1.00005336   -2 21 33.7
 SC2093;SPC WA S     -   100,446.642   243,258.874   MT  0.99993844   -2 24 59.8
 SC2093;SPC WA S     -   329,548.69    798,091.82   sFT  0.99993844   -2 24 59.8
 SC2093;UTM  10      - 5,115,303.783   436,192.745   MT  0.99965005   -0 35 48.1
 SC2093
 SC2093                          SUPERSEDED SURVEY CONTROL
 SC2093
 SC2093  NAD 83(1986)-  46 11 17.96526(N)    123 49 36.64489(W) AD(       ) 4
 SC2093  NAD 27      -  46 11 18.58719(N)    123 49 32.13233(W) AD(       ) 3
 SC2093
 SC2093.Superseded values are not recommended for survey control.
 SC2093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2093.See file dsdata.txt to determine how the superseded data were derived.
 SC2093
 SC2093_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS3619315304(NAD 83)
 SC2093
 SC2093  HISTORY     - Date     Condition        Report By
 SC2093  HISTORY     - 1935     FIRST OBSERVED   CGS
 SC2093  HISTORY     - 1951     GOOD             CGS
 SC2093  HISTORY     - 1958     GOOD             CGS
 SC2093  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 SC2093  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 SC2093
 SC2093                          STATION DESCRIPTION
 SC2093
 SC2093'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (RWK)
 SC2093'THE STATION IS THE CROSS ATOP THE UPPER SQUARE PORTION OF W, OR
 SC2093'NEWER, SECTION OF THE SEVEN-STORY CREAM-COLORED BRICK HOSPITAL
 SC2093'BUILDING SITUATED IN THE BLOCK BOUNDED BY FIFTEENTH, SIXTEENTH,
 SC2093'DUANE AND EXCHANGE STREETS.
 SC2093
 SC2093                          STATION RECOVERY (1951)
 SC2093
 SC2093'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HGC)
 SC2093'THE STATION IS THE CROSS ATOP THE ST. MARYS HOSPITAL AT FIFTEENTH
 SC2093'AND EXCHANGE STREETS IN ASTORIA.
 SC2093
 SC2093                          STATION RECOVERY (1958)
 SC2093
 SC2093'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (VRS)
 SC2093'THE STATION WAS RECOVERED IN GOOD CONDITION, LOCATED IN THE BLOCK
 SC2093'BOUNDED BY FIFTEENTH, SIXTEENTH, DUANE, AND EXCHANGE STREETS.  THE
 SC2093'STATION IS THE CROSS ATOP THE WEST END OF THE SAINT MARYS HOSPITAL.
 SC2093
 SC2093                          STATION RECOVERY (1984)
 SC2093
 SC2093'RECOVERY NOTE BY US POWER SQUADRON 1984 (RDC)
 SC2093'STATION DESTROYED.
 SC2093'
 SC2093'LOCATION OF STATION WAS RECOVERED AS DESCRIBED BY VRS 1958 WITH
 SC2093'THE EXCEPTION - LOCATION NOW KNOWN AS OWENS-ADAIR APARTMENTS -
 SC2093'DURING RECONSTRUCTION OF BUILDING, CROSS WAS REMOVED AND NOT
 SC2093'REPLACED.  THE BASE THAT HELD THE CROSS IS STILL INTACT.
 SC2093
 SC2093                          STATION RECOVERY (1990)
 SC2093
 SC2093'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCC)
 SC2093'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC2109 ***********************************************************************
 SC2109  DESIGNATION -  ASTORIA ST MARYS HOSP 1909
 SC2109  PID         -  SC2109
 SC2109  STATE/COUNTY-  OR/CLATSOP
 SC2109  USGS QUAD   -  ASTORIA (1984)
 SC2109
 SC2109                         *CURRENT SURVEY CONTROL
 SC2109  ___________________________________________________________________
 SC2109* NAD 83(1991)-  46 11 18.13512(N)    123 49 33.36449(W)     ADJUSTED  
 SC2109* NAVD 88     -       100.     (meters)     328.     (feet)  SCALED    
 SC2109  ___________________________________________________________________
 SC2109  LAPLACE CORR-          13.07  (seconds)                    DEFLEC99
 SC2109  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 SC2109  HORZ ORDER  -  THIRD
 SC2109
 SC2109.The horizontal coordinates were established by classical geodetic methods
 SC2109.and adjusted by the National Geodetic Survey in October 1991.
 SC2109
 SC2109.The orthometric height was scaled from a topographic map.
 SC2109
 SC2109.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2109
 SC2109.The geoid height was determined by GEOID03.
 SC2109
 SC2109;                    North         East     Units Scale Factor Converg.
 SC2109;SPC OR N     -   285,517.904 2,243,296.638   MT  1.00005338   -2 21 31.3
 SC2109;SPC OR N     -   936,738.53  7,359,897.11   iFT  1.00005338   -2 21 31.3
 SC2109;SPC WA S     -   100,449.262   243,329.705   MT  0.99993843   -2 24 57.4
 SC2109;SPC WA S     -   329,557.29    798,324.21   sFT  0.99993843   -2 24 57.4
 SC2109;UTM  10      - 5,115,308.650   436,263.436   MT  0.99964994   -0 35 45.7
 SC2109
 SC2109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2109!SPC OR N     -   0.99998795  x   1.00005338  =   1.00004133
 SC2109!SPC WA S     -   0.99998795  x   0.99993843  =   0.99992638
 SC2109!UTM  10      -   0.99998795  x   0.99964994  =   0.99963789
 SC2109
 SC2109:                Primary Azimuth Mark                     Grid Az
 SC2109:SPC OR N     -  ASTORIA HIGH SCHOOL FP                   169 40 22.2
 SC2109:SPC WA S     -  ASTORIA HIGH SCHOOL FP                   169 43 48.3
 SC2109:UTM  10      -  ASTORIA HIGH SCHOOL FP                   167 54 36.6
 SC2109
 SC2109|---------------------------------------------------------------------|
 SC2109| PID    Reference Object                     Distance      Geod. Az  |
 SC2109|                                                           dddmmss.s |
 SC2109| SC2104 ASTORIA HIGH SCHOOL FP              APPROX. 0.5 KM 1671850.9 |
 SC2109| SC2105 ASTORIA EPISCOPAL CHURCH TOWER      165.303 METERS 19256     |
 SC2109| SC2092 ASTORIA ST MARYS CHURCH SPIRE       284.410 METERS 19832     |
 SC2109| SC2033 MARCONI NE WIRELESS TOWER           APPROX. 1.8 KM 2555114.2 |
 SC2109| SC2016 ASTORIA FLOUR MILL CO FLAGPOLE      APPROX. 1.3 KM 2850933.2 |
 SC2109|---------------------------------------------------------------------|
 SC2109
 SC2109                          SUPERSEDED SURVEY CONTROL
 SC2109
 SC2109  NAD 83(1986)-  46 11 18.14675(N)    123 49 33.34951(W) AD(       ) 3
 SC2109  NAD 27      -  46 11 18.77091(N)    123 49 28.83551(W) AD(       ) 3
 SC2109
 SC2109.Superseded values are not recommended for survey control.
 SC2109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2109.See file dsdata.txt to determine how the superseded data were derived.
 SC2109
 SC2109_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS3626315309(NAD 83)
 SC2109
 SC2109  HISTORY     - Date     Condition        Report By
 SC2109  HISTORY     - 1909     MONUMENTED       CGS
 SC2109  HISTORY     - 1934     SEE DESCRIPTION  CGS
 SC2109  HISTORY     - 1958     SEE DESCRIPTION  CGS
 SC2109  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 SC2109
 SC2109                          STATION DESCRIPTION
 SC2109
 SC2109'DESCRIBED BY COAST AND GEODETIC SURVEY 1909 (DK)
 SC2109'THIS STATION WAS OCCUPIED BOTH AT THE CENTER AND
 SC2109'ECCENTRICALLY.  THE TOWER SUPPORTING THE CROSS HAS A GOOD VIEW
 SC2109'ABOUT THE HORIZON AND AFFORDS A SUBSTANTIAL SET UP FOR A
 SC2109'THEODOLITE.
 SC2109
 SC2109                          STATION RECOVERY (1934)
 SC2109
 SC2109'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (GRJ)
 SC2109'THE STATION WAS THE CROSS ON ST. MARYS HOSPITAL, ASTORIA, ON THE
 SC2109'BLOCK BOUNDED BY FIFTEENTH, SIXTEENTH, DUANE AND EXCHANGE
 SC2109'STREETS.  THE HOSPITAL WAS RECONSTRUCTED ABOUT 1931-2, AND THE
 SC2109'NEW CROSS IS IN A DIFFERENT POSITION.  THE STATION IS THEREFORE
 SC2109'LOST.
 SC2109
 SC2109                          STATION RECOVERY (1958)
 SC2109
 SC2109'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (VRS)
 SC2109'INVESTIGATION CONFIRMS THE REPORT OF G. J. IN 1934.  STATION
 SC2109'DESTROYED.
 SC2109
 SC2109                          STATION RECOVERY (1989)
 SC2109
 SC2109'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 SC2109'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC2017 ***********************************************************************
 SC2017  DESIGNATION -  ASTORIA STANDARD OIL TALL TANK
 SC2017  PID         -  SC2017
 SC2017  STATE/COUNTY-  OR/CLATSOP
 SC2017  USGS QUAD   -  ASTORIA (1984)
 SC2017
 SC2017                         *CURRENT SURVEY CONTROL
 SC2017  ___________________________________________________________________
 SC2017* NAD 83(1991)-  46 11 27.65056(N)    123 50 17.97199(W)     ADJUSTED  
 SC2017* NAVD 88     -              **(meters)            **(feet)            
 SC2017  ___________________________________________________________________
 SC2017  LAPLACE CORR-          13.01  (seconds)                    DEFLEC99
 SC2017  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 SC2017  HORZ ORDER  -  THIRD
 SC2017
 SC2017.The horizontal coordinates were established by classical geodetic methods
 SC2017.and adjusted by the National Geodetic Survey in October 1991.
 SC2017
 SC2017
 SC2017.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2017
 SC2017.The geoid height was determined by GEOID03.
 SC2017
 SC2017;                    North         East     Units Scale Factor Converg.
 SC2017;SPC OR N     -   285,850.916 2,242,352.955   MT  1.00005420   -2 22 03.0
 SC2017;SPC OR N     -   937,831.09  7,356,801.03   iFT  1.00005420   -2 22 03.0
 SC2017;SPC WA S     -   100,783.180   242,386.464   MT  0.99993812   -2 25 29.8
 SC2017;SPC WA S     -   330,652.82    795,229.59   sFT  0.99993812   -2 25 29.8
 SC2017;UTM  10      - 5,115,612.356   435,310.341   MT  0.99965144   -0 36 18.0
 SC2017
 SC2017                          SUPERSEDED SURVEY CONTROL
 SC2017
 SC2017  NAD 83(1986)-  46 11 27.66200(N)    123 50 17.95701(W) AD(       ) 4
 SC2017  NAD 27      -  46 11 28.28439(N)    123 50 13.44259(W) AD(       ) 3
 SC2017
 SC2017.Superseded values are not recommended for survey control.
 SC2017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2017.See file dsdata.txt to determine how the superseded data were derived.
 SC2017
 SC2017_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS3531015612(NAD 83)
 SC2017
 SC2017  HISTORY     - Date     Condition        Report By
 SC2017  HISTORY     - 1935     MONUMENTED       CGS
 SC2017  HISTORY     - 1958     SEE DESCRIPTION  CGS
 SC2017  HISTORY     - 1989     GOOD             USPSQD
 SC2017  HISTORY     - 20010824 MARK NOT FOUND   USPSQD
 SC2017
 SC2017                          STATION DESCRIPTION
 SC2017
 SC2017'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (RWK)
 SC2017'THE STATION IS THE LARGEST STORAGE TANK OF SEVERAL IN THE STANDARD
 SC2017'OIL COMPANYS PLANT ON ASTORIA STREET BETWEEN FOURTH AND FIFTH
 SC2017'STREETS.
 SC2017
 SC2017                          STATION RECOVERY (1958)
 SC2017
 SC2017'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (VRS)
 SC2017'THE STATION WAS RECOVERED IN GOOD CONDITION, LOCATED IN THE
 SC2017'NORTHWEST CORNER OF THE BLOCK BOUNDED BY FOURTH AND FIFTH STREETS,
 SC2017'MARINE DRIVE, AND THE SPOKANE PORTLAND AND SEATTLE RAILROAD.  THE
 SC2017'BLOCK IS SURROUNDED BY A CONCRETE WALL ABOUT 8 FEET HIGH.  THE
 SC2017'TANK IS PAINTED SILVER AND IS ABOUT 40 FEET HIGH.  IT IS STILL
 SC2017'THE LARGEST OF SEVERAL TANKS IN THE BLOCK.  RECOVERY CONFIRMED
 SC2017'BY A CUT FROM ASTOR 1935.
 SC2017
 SC2017                          STATION RECOVERY (1989)
 SC2017
 SC2017'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 SC2017'RECOVERED IN GOOD CONDITION.
 SC2017
 SC2017                          STATION RECOVERY (2001)
 SC2017
 SC2017'RECOVERY NOTE BY US POWER SQUADRON 2001 (DPM)
 SC2017'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC2011 ***********************************************************************
 SC2011  DESIGNATION -  ASTORIA U S E 1905
 SC2011  PID         -  SC2011
 SC2011  STATE/COUNTY-  OR/CLATSOP
 SC2011  USGS QUAD   -  ASTORIA (1984)
 SC2011
 SC2011                         *CURRENT SURVEY CONTROL
 SC2011  ___________________________________________________________________
 SC2011* NAD 83(1991)-  46 11 19.00320(N)    123 50 19.16715(W)     ADJUSTED  
 SC2011* NAVD 88     -              **(meters)            **(feet)            
 SC2011  ___________________________________________________________________
 SC2011  LAPLACE CORR-          13.04  (seconds)                    DEFLEC99
 SC2011  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 SC2011  HORZ ORDER  -  THIRD
 SC2011
 SC2011.The horizontal coordinates were established by classical geodetic methods
 SC2011.and adjusted by the National Geodetic Survey in October 1991.
 SC2011
 SC2011
 SC2011.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2011
 SC2011.The geoid height was determined by GEOID03.
 SC2011
 SC2011;                    North         East     Units Scale Factor Converg.
 SC2011;SPC OR N     -   285,585.189 2,242,316.316   MT  1.00005345   -2 22 03.8
 SC2011;SPC OR N     -   936,959.28  7,356,680.83   iFT  1.00005345   -2 22 03.8
 SC2011;SPC WA S     -   100,517.520   242,349.563   MT  0.99993840   -2 25 30.7
 SC2011;SPC WA S     -   329,781.23    795,108.52   sFT  0.99993840   -2 25 30.7
 SC2011;UTM  10      - 5,115,345.735   435,281.904   MT  0.99965149   -0 36 18.8
 SC2011
 SC2011                          SUPERSEDED SURVEY CONTROL
 SC2011
 SC2011  NAD 83(1986)-  46 11 19.01475(N)    123 50 19.15199(W) AD(       ) 4
 SC2011  NAD 27      -  46 11 19.63720(N)    123 50 14.63852(W) AD(       ) 3
 SC2011
 SC2011.Superseded values are not recommended for survey control.
 SC2011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2011.See file dsdata.txt to determine how the superseded data were derived.
 SC2011
 SC2011_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS3528215346(NAD 83)
 SC2011
 SC2011  HISTORY     - Date     Condition        Report By
 SC2011  HISTORY     - 1935     MONUMENTED       CGS
 SC2011  HISTORY     - 1951     SEE DESCRIPTION  CGS
 SC2011  HISTORY     - 1958     SEE DESCRIPTION  CGS
 SC2011
 SC2011                          STATION DESCRIPTION
 SC2011
 SC2011'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (RWK)
 SC2011'THE STATION IS THE STEEL U.S. WEATHER BUREAU TOWER NEAR 4TH AND
 SC2011'DUANE STREETS, EXTENDED.  A POLE AND WEATHER VANE SURMOUNT THE
 SC2011'4-LEGGED STEEL STRUCTURE.
 SC2011
 SC2011                          STATION RECOVERY (1951)
 SC2011
 SC2011'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HGC)
 SC2011'STATION IS STEEL WEATHER BUREAU TOWER NEAR FOURTH STREET AND
 SC2011'DUANE STREET EXTENDED.  THE STRUCTURE WAS REMODELED IN 1949 AND
 SC2011'MADE HIGHER.  THE WEATHER VANE IS NOW GONE.
 SC2011
 SC2011                          STATION RECOVERY (1958)
 SC2011
 SC2011'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (VRS)
 SC2011'STATION DESTROYED.  THE TOWER WHICH WAS LOCATED AT THE
 SC2011'INTERSECTION OF FOURTH AND DUANE STREETS HAS BEEN TORN DOWN.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC2021 ***********************************************************************
 SC2021  DESIGNATION -  ASTORIA UNION OIL MARINE GABLE
 SC2021  PID         -  SC2021
 SC2021  STATE/COUNTY-  OR/CLATSOP
 SC2021  USGS QUAD   -  ASTORIA (1984)
 SC2021
 SC2021                         *CURRENT SURVEY CONTROL
 SC2021  ___________________________________________________________________
 SC2021* NAD 83(1991)-  46 11 32.87345(N)    123 50 34.76041(W)     ADJUSTED  
 SC2021* NAVD 88     -              **(meters)            **(feet)            
 SC2021  ___________________________________________________________________
 SC2021  LAPLACE CORR-          12.91  (seconds)                    DEFLEC99
 SC2021  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 SC2021  HORZ ORDER  -  THIRD
 SC2021
 SC2021.The horizontal coordinates were established by classical geodetic methods
 SC2021.and adjusted by the National Geodetic Survey in October 1991.
 SC2021
 SC2021
 SC2021.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2021
 SC2021.The geoid height was determined by GEOID03.
 SC2021
 SC2021;                    North         East     Units Scale Factor Converg.
 SC2021;SPC OR N     -   286,026.933 2,241,999.913   MT  1.00005466   -2 22 14.9
 SC2021;SPC OR N     -   938,408.57  7,355,642.76   iFT  1.00005466   -2 22 14.9
 SC2021;SPC WA S     -   100,959.531   242,033.641   MT  0.99993794   -2 25 42.0
 SC2021;SPC WA S     -   331,231.39    794,072.04   sFT  0.99993794   -2 25 42.0
 SC2021;UTM  10      - 5,115,777.365   434,952.197   MT  0.99965201   -0 36 30.2
 SC2021
 SC2021                          SUPERSEDED SURVEY CONTROL
 SC2021
 SC2021  NAD 83(1986)-  46 11 32.88476(N)    123 50 34.74503(W) AD(       ) 4
 SC2021  NAD 27      -  46 11 33.50743(N)    123 50 30.22956(W) AD(       ) 3
 SC2021
 SC2021.Superseded values are not recommended for survey control.
 SC2021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2021.See file dsdata.txt to determine how the superseded data were derived.
 SC2021
 SC2021_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS3495215777(NAD 83)
 SC2021
 SC2021  HISTORY     - Date     Condition        Report By
 SC2021  HISTORY     - 1935     MONUMENTED       CGS
 SC2021  HISTORY     - 1951     SEE DESCRIPTION  CGS
 SC2021  HISTORY     - 1958     SEE DESCRIPTION  CGS
 SC2021
 SC2021                          STATION DESCRIPTION
 SC2021
 SC2021'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (RWK)
 SC2021'THE STATION IS THE W, OR DOWN STREAM, GABLE OF THE SMALL HOUSE
 SC2021'ON THE CENTER OF THE UNION OIL COMPANYS PIER, NEAR FIRST STREET,
 SC2021'EXTENDED.
 SC2021
 SC2021                          STATION RECOVERY (1951)
 SC2021
 SC2021'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HGC)
 SC2021'STATION LOST.  BUILDING TORN DOWN AND REBUILT IN 1947.
 SC2021
 SC2021                          STATION RECOVERY (1958)
 SC2021
 SC2021'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (VRS)
 SC2021'STATION DESTROYED.  THE OLD SERVICE STATION HAS BEEN REMOVED AND
 SC2021'A NEW SERVICE STATION HAS BEEN BUILT IN APPROXIMATELY THE SAME
 SC2021'LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1222 ***********************************************************************
 OA1222  DESIGNATION -  AT RESET
 OA1222  PID         -  OA1222
 OA1222  STATE/COUNTY-  OR/DOUGLAS
 OA1222  USGS QUAD   -  WINCHESTER BAY (1985)
 OA1222
 OA1222                         *CURRENT SURVEY CONTROL
 OA1222  ___________________________________________________________________
 OA1222* NAD 83(1991)-  43 43 04.22386(N)    124 08 59.36522(W)     ADJUSTED  
 OA1222* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 OA1222  ___________________________________________________________________
 OA1222  LAPLACE CORR-          14.44  (seconds)                    DEFLEC99
 OA1222  GEOID HEIGHT-         -25.19  (meters)                     GEOID03
 OA1222  HORZ ORDER  -  THIRD
 OA1222
 OA1222.The horizontal coordinates were established by classical geodetic methods
 OA1222.and adjusted by the National Geodetic Survey in October 1991.
 OA1222
 OA1222.The orthometric height was scaled from a topographic map.
 OA1222
 OA1222.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1222
 OA1222.The geoid height was determined by GEOID03.
 OA1222
 OA1222;                    North         East     Units Scale Factor Converg.
 OA1222;SPC OR S     -   234,261.722 1,205,988.374   MT  0.99994053   -2 29 49.3
 OA1222;SPC OR S     -   768,575.20  3,956,654.77   iFT  0.99994053   -2 29 49.3
 OA1222;UTM  10      - 4,841,177.069   407,377.866   MT  0.99970552   -0 47 40.9
 OA1222
 OA1222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1222!SPC OR S     -   1.00000347  x   0.99994053  =   0.99994400
 OA1222!UTM  10      -   1.00000347  x   0.99970552  =   0.99970898
 OA1222
 OA1222:                Primary Azimuth Mark                     Grid Az
 OA1222:SPC OR S     -  THREE MILE DIRECTIONAL LIGHT             025 36 24.2
 OA1222:UTM  10      -  THREE MILE DIRECTIONAL LIGHT             023 54 15.8
 OA1222
 OA1222|---------------------------------------------------------------------|
 OA1222| PID    Reference Object                     Distance      Geod. Az  |
 OA1222|                                                           dddmmss.s |
 OA1222| OA1229 THREE MILE DIRECTIONAL LIGHT        APPROX. 3.7 KM 0230634.9 |
 OA1222| CD9537 AT RM 1                               3.778 METERS 04813     |
 OA1222| CD9538 AT RM 2                              18.085 METERS 20843     |
 OA1222| OA1231 ROOK                                APPROX. 1.5 KM 2963325.8 |
 OA1222|---------------------------------------------------------------------|
 OA1222
 OA1222                          SUPERSEDED SURVEY CONTROL
 OA1222
 OA1222  NAD 83(1986)-  43 43 04.22753(N)    124 08 59.41351(W) AD(       ) 3
 OA1222  NAD 27      -  43 43 04.80000(N)    124 08 55.00400(W) AD(       ) 3
 OA1222
 OA1222.Superseded values are not recommended for survey control.
 OA1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1222.See file dsdata.txt to determine how the superseded data were derived.
 OA1222
 OA1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP0737841177(NAD 83)
 OA1222_MARKER: Z = SEE DESCRIPTION
 OA1222_SETTING: 0 = UNSPECIFIED SETTING
 OA1222
 OA1222  HISTORY     - Date     Condition        Report By
 OA1222  HISTORY     - 1920     MONUMENTED       CGS
 OA1222  HISTORY     - 1937     SEE DESCRIPTION  USE
 OA1222  HISTORY     - 1966     SEE DESCRIPTION  CGS
 OA1222  HISTORY     - 1967     SEE DESCRIPTION  CGS
 OA1222  HISTORY     - 1971     SEE DESCRIPTION  NGS
 OA1222
 OA1222                          STATION DESCRIPTION
 OA1222
 OA1222'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (OWS)
 OA1222'STATION IS ABOUT 30 METERS S OF THE SOUTHERN END OF HENDERSON
 OA1222'COVE AND 600 METERS N OF DOUBLE COVE LIGHT.
 OA1222'
 OA1222'STATION IS MARKED BY A STANDARD HYDROGRAPHIC BRASS DISK SET IN
 OA1222'A DRILL HOLE IN THE SURFACE OF THE ROCKY SHORELINE, ABOUT ONE
 OA1222'FOOT ABOVE HIGH-WATER LINE.
 OA1222
 OA1222                          STATION RECOVERY (1937)
 OA1222
 OA1222'RECOVERY NOTE BY US ENGINEERS 1937
 OA1222'STATION IS LOCATED ON THE E BANK OF UMPQUA RIVER, ABOUT 3 MILES
 OA1222'N OF WINCHESTER BAY, ABOUT 0.3 MILE N OF DOUBLE COVE POINT AND
 OA1222'100 FEET S OF THE S END OF HENDERSON COVE.
 OA1222'
 OA1222'MARKED BY AN UNSTAMPED HYDROGRAPHIC DISK IN SURFACE OF ROCKY
 OA1222'SHORE, ABOUT 1 FOOT ABOVE HIGH-WATER LINE.  STATION GREEN
 OA1222'(U.S.E.) IS ABOUT 12 FEET EASTERLY.
 OA1222
 OA1222                          STATION RECOVERY (1966)
 OA1222
 OA1222'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (HJS)
 OA1222'RECOVERED.  THE DISK WAS FOUND BROKEN OFF, BUT THE SHANK OF THE
 OA1222'MARK IS STILL FIRMLY IMBEDDED IN THE DRILL HOLE.
 OA1222'
 OA1222'LOCATED ON THE EAST SHORE OF THE UMPQUA RIVER, ABOUT 1/4 MILE
 OA1222'NORTH OF DOUBLE COVE POINT AND ABOUT 100 FEET SOUTH OF THE SOUTH
 OA1222'END OF HENDERSON COVE.
 OA1222'
 OA1222'THE STATION IS THE SHANK OF A BRONZE SURVEY MARK SET IN A DRILL
 OA1222'HOLE ON A SLOPING ROCKY LEDGE.  IT IS 5 FEET WEST OF THE EDGE OF
 OA1222'THE BRUSH, ABOUT 1 FOOT ABOVE THE HIGH WATER LINE AND 2 INCHES
 OA1222'WEST OF A 2 INCH SQUARE BY 4 INCH DEEP DEPRESSION IN THE LEDGE.
 OA1222'
 OA1222'THE STATION WAS REACHED BY BOAT.
 OA1222
 OA1222                          STATION RECOVERY (1967)
 OA1222
 OA1222'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (NET)
 OA1222'THE STATION WAS RECOVERED AS DESCRIBED EXCEPT THAT THE DISK HAS
 OA1222'BEEN BROKEN OFF BY DRIFTING LOGS.  THE STEM IS SOLID IN ITS
 OA1222'MOORING.  A TRIANGLE WAS PAINTED ON THE ROCK AROUND THE STEM
 OA1222'WITH ORANGE FLUORESCENT PAINT.  A HYDROGRAPHIC SIGNAL IS 10 FEET
 OA1222'SOUTHEAST OF THE STATION.
 OA1222'
 OA1222'THE STATION WAS REACHED BY BOAT THROUGH THE COURTESY OF THE
 OA1222'U.S. COAST GUARD UMPQUA RIVER STATION AT WINCHESTER BAY.
 OA1222
 OA1222                          STATION RECOVERY (1971)
 OA1222
 OA1222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RBM)
 OA1222'THE SHANK OF THE STATION DISK WAS FOUND IN PLACE.  THE DISK PART
 OA1222'OF THE STATION MARK WAS FOUND IN A CREVICE NEAR THE STATION.  THE
 OA1222'STATION WAS REMARKED AND TWO REFERENCE MARKS WERE SET.
 OA1222'
 OA1222'LOCATED ABOUT 2-1/2 MILES NORTHWEST OF REEDSPORT, ABOUT 2 MILES
 OA1222'WEST-SOUTHWEST OF GARDINER, ON THE EAST SHORE OF THE UMPQUA
 OA1222'RIVER, AT THE SOUTH SIDE OF HENDERSON COVE ABOUT 1 FOOT ABOVE
 OA1222'THE MEAN HIGH WATER LINE, AND ON A LOW ROCKY POINT.
 OA1222'
 OA1222'THE STATION IS A STANDARD DISK STAMPED AT 1920 1971 CEMENTED IN
 OA1222'A DRILL HOLE IN THE SANDSTONE BEDROCK, 5 FEET EAST OF THE BRUSH
 OA1222'EDGE.
 OA1222'
 OA1222'REFERENCE MARK 1 IS A STANDARD DISK STAMPED AT 1920 NO1 1971
 OA1222'SET IN A DRILL HOLE IN THE EXPOSED BEDROCK, 2-1/2 FEET WEST OF
 OA1222'THE BRUSH AND ABOUT THE SAME ELEVATION AS THE STATION.
 OA1222'
 OA1222'REFERENCE MARK 2 IS A STANDARD DISK STAMPED AT 1920 NO2 1971
 OA1222'SET IN A DRILL HOLE ON A ROCKY BUMP ON THE ROCKY POINT, 7 FEET
 OA1222'WEST OF THE BRUSH AND ABOUT 2 FEET HIGHER THAN THE STATION.
 OA1222'
 OA1222'THE STATION WAS REACHED BY SMALL BOAT, LANDING ABOUT 50 FEET
 OA1222'WEST OF THE STATION.
 OA1222'
 OA1222'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OA1222'2 MILES WSW OF GARDINER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB1314 ***********************************************************************
 RB1314  CBN         -  This is a Cooperative Base Network Control Station.
 RB1314  DESIGNATION -  ATHENA
 RB1314  PID         -  RB1314
 RB1314  STATE/COUNTY-  OR/UMATILLA
 RB1314  USGS QUAD   -  ATHENA (1974)
 RB1314
 RB1314                         *CURRENT SURVEY CONTROL
 RB1314  ___________________________________________________________________
 RB1314* NAD 83(2007)-  45 48 45.21156(N)    118 28 15.17079(W)     ADJUSTED  
 RB1314* NAVD 88     -       570.509  (meters)    1871.74   (feet)  ADJUSTED  
 RB1314  ___________________________________________________________________
 RB1314  EPOCH DATE  -        2007.00
 RB1314  X           -  -2,123,116.572 (meters)                     COMP
 RB1314  Y           -  -3,915,037.933 (meters)                     COMP
 RB1314  Z           -   4,551,145.024 (meters)                     COMP
 RB1314  LAPLACE CORR-           9.23  (seconds)                    DEFLEC99
 RB1314  ELLIP HEIGHT-         550.136 (meters)          (02/10/07) ADJUSTED
 RB1314  GEOID HEIGHT-         -20.36  (meters)                     GEOID03
 RB1314  DYNAMIC HT  -         570.445 (meters)    1871.54  (feet)  COMP
 RB1314
 RB1314  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 RB1314  Type    PID    Designation                      North   East  Ellip
 RB1314  -------------------------------------------------------------------
 RB1314  NETWORK RB1314 ATHENA                            0.49   0.39   1.16
 RB1314  -------------------------------------------------------------------
 RB1314  MODELED GRAV-     980,485.7   (mgal)                       NAVD 88
 RB1314
 RB1314  VERT ORDER  -  SECOND    CLASS I
 RB1314
 RB1314.The horizontal coordinates were established by GPS observations
 RB1314.and adjusted by the National Geodetic Survey in February 2007.
 RB1314
 RB1314.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 RB1314.See www.ngs.noaa.gov/NationalReadjustment for more information.
 RB1314.The horizontal coordinates are valid at the epoch date displayed above.
 RB1314.The epoch date for horizontal control is a decimal equivalence
 RB1314.of Year/Month/Day.
 RB1314
 RB1314.The orthometric height was determined by differential leveling
 RB1314.and adjusted in September 1998.
 RB1314.WARNING-GPS observations at this control monument resulted in a GPS
 RB1314.derived orthometric height which differed from the leveled height by
 RB1314.more than one decimeter (0.1 meter).
 RB1314
 RB1314.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RB1314
 RB1314.The Laplace correction was computed from DEFLEC99 derived deflections.
 RB1314
 RB1314.The ellipsoidal height was determined by GPS observations
 RB1314.and is referenced to NAD 83.
 RB1314
 RB1314.The geoid height was determined by GEOID03.
 RB1314
 RB1314.The dynamic height is computed by dividing the NAVD 88
 RB1314.geopotential number by the normal gravity value computed on the
 RB1314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB1314.degrees latitude (g = 980.6199 gals.).
 RB1314
 RB1314.The modeled gravity was interpolated from observed gravity values.
 RB1314
 RB1314;                    North         East     Units Scale Factor Converg.
 RB1314;SPC OR N     -   240,441.523 2,657,688.939   MT  0.99995775   +1 26 20.5
 RB1314;SPC OR N     -   788,850.14  8,719,451.90   iFT  0.99995775   +1 26 20.5
 RB1314;UTM  11      - 5,074,273.766   385,722.663   MT  0.99976055   -1 03 17.4
 RB1314
 RB1314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RB1314!SPC OR N     -   0.99991376  x   0.99995775  =   0.99987152
 RB1314!UTM  11      -   0.99991376  x   0.99976055  =   0.99967433
 RB1314
 RB1314|---------------------------------------------------------------------|
 RB1314| PID    Reference Object                     Distance      Geod. Az  |
 RB1314|                                                           dddmmss.s |
 RB1314| AG9687 ATHENA RM 1                          14.206 METERS 10327     |
 RB1314| AG9688 ATHENA RM 2                          16.755 METERS 19829     |
 RB1314| RB1313 ATHENA WESTON ATHENA TV MAST        APPROX. 1.5 KM 2950905.3 |
 RB1314|---------------------------------------------------------------------|
 RB1314
 RB1314                          SUPERSEDED SURVEY CONTROL
 RB1314
 RB1314  NAD 83(1998)-  45 48 45.21128(N)    118 28 15.16974(W) AD(       ) A
 RB1314  ELLIP H (03/21/00)  550.124  (m)                       GP(       ) 3 2
 RB1314  NAD 83(1991)-  45 48 45.20911(N)    118 28 15.16884(W) AD(       ) B
 RB1314  ELLIP H (10/13/99)  550.251  (m)                       GP(       ) 3 1
 RB1314  NAD 83(1991)-  45 48 45.20934(N)    118 28 15.17237(W) AD(       ) 3
 RB1314  NAD 83(1986)-  45 48 45.21302(N)    118 28 15.16344(W) AD(       ) 3
 RB1314  NAD 27      -  45 48 45.73533(N)    118 28 11.26759(W) AD(       ) 3
 RB1314  NAVD 88 (10/13/99)  570.51   (m)         1871.7    (f) LEVELING    3  
 RB1314  NGVD 29 (07/19/86)  568.9    (m)         1866.     (f) VERT ANG    3  
 RB1314
 RB1314.Superseded values are not recommended for survey control.
 RB1314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1314.See file dsdata.txt to determine how the superseded data were derived.
 RB1314
 RB1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL8572374274(NAD 83)
 RB1314_MARKER: DS = TRIANGULATION STATION DISK
 RB1314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB1314_STAMPING: ATHENA 1963
 RB1314_MARK LOGO: CGS   
 RB1314_MAGNETIC: N = NO MAGNETIC MATERIAL
 RB1314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB1314+STABILITY: SURFACE MOTION
 RB1314_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RB1314+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2004
 RB1314
 RB1314  HISTORY     - Date     Condition        Report By
 RB1314  HISTORY     - 1963     MONUMENTED       CGS
 RB1314  HISTORY     - 19980708 GOOD             OR-059
 RB1314  HISTORY     - 19980802 GOOD             NGS
 RB1314  HISTORY     - 19981010 GOOD             NGS
 RB1314  HISTORY     - 20040804 GOOD             COMPDA
 RB1314
 RB1314                          STATION DESCRIPTION
 RB1314
 RB1314'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 RB1314'THE STATION IS ABOUT 18-1/2 MILES NORTHEAST OF PENDLETON,
 RB1314'8-3/4 MILES SOUTHWEST OF MILTON FREEWATER AND 1-1/2 MILES EAST
 RB1314'OF ATHENA, ON THE SOUTHEAST RIGHT-OF-WAY OF STATE HIGHWAY 11.
 RB1314'
 RB1314'TO REACH THE STATION FROM THE POST OFFICE IN ATHENA, GO EAST ON
 RB1314'MACADAM ROAD FOR 0.7 MILE TO BENCH MARK X 515 ON THE
 RB1314'LEFT.  CONTINUE EAST ON PAVED ROAD FOR 0.2 MILE TO THE JUNCTION
 RB1314'WITH STATE HIGHWAY 11.  TURN LEFT AND GO NORTHEAST ON STATE
 RB1314'HIGHWAY 11 FOR 0.35 MILE TO A PAVED TURNOFF ON THE RIGHT.  TURN
 RB1314'SHARP RIGHT AND GO BACK SOUTHWEST ALONG THE HIGHWAY RIGHT-OF-WAY
 RB1314'FOR 0.3 MILE TO THE SUMMIT OF A SMALL GRADE AND THE STATION.
 RB1314'
 RB1314'STATION MARK IS A STANDARD DISK, STAMPED ATENA 1963, SET IN THE
 RB1314'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 1 INCH.  IT IS
 RB1314'97 FEET SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 11, 38 FEET
 RB1314'NORTHWEST OF A METAL SNOW FENCE AND 5 FEET SOUTH OF A WITNESS
 RB1314'POST.  IT IS ABOUT 3 FEET HIGHER THAN THE HIGHWAY.
 RB1314'
 RB1314'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ATHENA NO 1 1963,
 RB1314'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3
 RB1314'INCHES.  IT IS 4 FEET WEST OF THE METAL SNOW FENCE AND ABOUT THE
 RB1314'SAME ELEVATION AS THE STATION.
 RB1314'
 RB1314'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ATHENA NO 2 1963,
 RB1314'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 1
 RB1314'INCH.  IT IS 6 FEET WEST OF THE METAL SNOW FENCE AND ABOUT 1 FOOT
 RB1314'LOWER THAN THE STATION.
 RB1314'
 RB1314'BENCH MARK X 515 IS A STANDARD DISK, STAMPED X 515 1952, SET IN
 RB1314'THE TOP OF A CONCRETE POST 12 INCHES IN DIAMETER AND PROJECTS 2
 RB1314'INCHES.  IT IS 31 FEET NORTH OF THE CENTERLINE OF A PAVED ROAD
 RB1314'AND 1.8 FEET WEST OF A WITNESS POST.  IT IS ABOUT 4 FEET HIGHER
 RB1314'THAN THE ROAD.
 RB1314
 RB1314                          STATION RECOVERY (1998)
 RB1314
 RB1314'RECOVERY NOTE BY UMATILLA COUNTY OREGON 1998 (DHK)
 RB1314'THE STATION IS LOCATED ABOUT 29.7 KM (18.45 MI) NORTHEAST OF
 RB1314'PENDELTON, 14.0 KM (8.70 MI) SOUTHWEST OF MILTON-FREEWATER, 1.6 KM
 RB1314'(1.00 MI) EAST OF ATHENA, ON THE SOUTHEAST RIGHT-OF-WAY OF STATE
 RB1314'HIGHWAY 11, ON TOP OF THE SUMMIT OF A SMALL GRADE.  OWNERSHIP--OREGON
 RB1314'STATE DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE
 RB1314'POST OFFICE IN ATHENA, GO EAST ON BANNISTER ROAD 1.45 KM (0.90 MI) TO
 RB1314'THE JUNCTION OF STATE HIGHWAY 11.  TURN LEFT, NORTHEAST ON HIGHWAY 11
 RB1314'FOR 0.08 KM (0.05 MI) TO THE STATION ON THE RIGHT.  CONTINUE AHEAD,
 RB1314'NORTHEAST, ON HIGHWAY 11 FOR 0.48 KM (0.30 MI) TO A PAVED TURNOFF ON
 RB1314'THE RIGHT.  TURN SHARP RIGHT AND GO BACK SOUTHWEST FOR 0.48 KM (0.30
 RB1314'MI) ALONG THE HIGHWAY RIGHT-OF-WAY TO THE SUMMIT OF A SMALL GRADE AND
 RB1314'THE STATION.  THE STATION IS A STANDARD DISK SET IN TOP OF A 30 CM
 RB1314'SQUARE CONCRETE MONUMENT PROJECTING 2 CM ABOVE GROUND.  IT IS 29.6 M
 RB1314'(97.1 FT) SOUTHEAST FROM THE CENTER OF THE HIGHWAY, 11.6 M (38.1 FT)
 RB1314'NORTHWEST FROM A METAL SNOW FENCE, 1.5 M (4.9 FT) SOUTH FROM A WITNESS
 RB1314'POST, AND ABOUT 1.0 M (3.3 FT) ABOVE THE HIGHWAY.
 RB1314
 RB1314                          STATION RECOVERY (1998)
 RB1314
 RB1314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 RB1314'1.2 KM (0.75 MI) EASTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 RB1314'ATHENA, THENCE 0.2 KM (0.10 MI) NORTHEASTERLY ALONG STATE HIGHWAY 11,
 RB1314'36.3 M (119.1 FT) SOUTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANES
 RB1314'OF THE HIGHWAY, 16.8 M (55.1 FT) NORTH OF REFERENCE MARK 2, 14.2 M
 RB1314'(46.6 FT) WEST OF REFERENCE MARK 1, 11.9 M (39.0 FT) NORTHWEST OF A
 RB1314'FENCE, 1.5 M (4.9 FT) ABOVE THE LEVEL OF THE HIGHWAY, 1.5 M (4.9 FT)
 RB1314'SOUTHWEST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 RB1314'SURFACE.  THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
 RB1314
 RB1314                          STATION RECOVERY (1998)
 RB1314
 RB1314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 RB1314'RECOVERED AS DESCRIBED.
 RB1314
 RB1314                          STATION RECOVERY (2004)
 RB1314
 RB1314'RECOVERY NOTE BY COMPASSDATA INC 2004 (JC)
 RB1314'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AG9687 ***********************************************************************
 AG9687  DESIGNATION -  ATHENA RM 1
 AG9687  PID         -  AG9687
 AG9687  STATE/COUNTY-  OR/UMATILLA
 AG9687  USGS QUAD   -  ATHENA (1974)
 AG9687
 AG9687                         *CURRENT SURVEY CONTROL
 AG9687  ___________________________________________________________________
 AG9687* NAD 83(1986)-  45 48 44.     (N)    118 28 18.     (W)     SCALED    
 AG9687* NAVD 88     -       570.916  (meters)    1873.08   (feet)  ADJUSTED  
 AG9687  ___________________________________________________________________
 AG9687  GEOID HEIGHT-         -20.36  (meters)                     GEOID03
 AG9687  DYNAMIC HT  -         570.852 (meters)    1872.87  (feet)  COMP
 AG9687  MODELED GRAV-     980,485.8   (mgal)                       NAVD 88
 AG9687
 AG9687  VERT ORDER  -  SECOND    CLASS I
 AG9687
 AG9687.The horizontal coordinates were scaled from a topographic map and have
 AG9687.an estimated accuracy of +/- 6 seconds.
 AG9687
 AG9687.The orthometric height was determined by differential leveling
 AG9687.and adjusted in September 1998.
 AG9687
 AG9687.The geoid height was determined by GEOID03.
 AG9687
 AG9687.The dynamic height is computed by dividing the NAVD 88
 AG9687.geopotential number by the normal gravity value computed on the
 AG9687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9687.degrees latitude (g = 980.6199 gals.).
 AG9687
 AG9687.The modeled gravity was interpolated from observed gravity values.
 AG9687
 AG9687;                    North         East    Units  Estimated Accuracy
 AG9687;SPC OR N     -   240,400.    2,657,630.      MT  (+/- 180 meters Scaled)
 AG9687
 AG9687                          SUPERSEDED SURVEY CONTROL
 AG9687
 AG9687.No superseded survey control is available for this station.
 AG9687
 AG9687_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL856742(NAD 83)
 AG9687_MARKER: DR = REFERENCE MARK DISK
 AG9687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9687_STAMPING: ATHENA NO 1 1963
 AG9687_MARK LOGO: CGS   
 AG9687_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9687+STABILITY: SURFACE MOTION
 AG9687_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9687+SATELLITE: SATELLITE OBSERVATIONS - August 02, 1998
 AG9687
 AG9687  HISTORY     - Date     Condition        Report By
 AG9687  HISTORY     - 1963     MONUMENTED       CGS
 AG9687  HISTORY     - 19980802 GOOD             NGS
 AG9687
 AG9687                          STATION DESCRIPTION
 AG9687
 AG9687'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AG9687'1.2 KM (0.75 MI) EASTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AG9687'ATHENA, THENCE 0.2 KM (0.10 MI) NORTHEASTERLY ALONG STATE HIGHWAY 11,
 AG9687'36.3 M (119.1 FT) SOUTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANES
 AG9687'OF THE HIGHWAY, 14.2 M (46.6 FT) EAST OF THE STATION, 1.6 M (5.2 FT)
 AG9687'NORTHWEST OF A FENCE, 1.5 M (4.9 FT) ABOVE THE LEVEL OF THE HIGHWAY,
 AG9687'0.5 M (1.6 FT) NORTHEAST OF A WITNESS POST, AND THE MONUMENT IS FLUSH
 AG9687'WITH THE GROUND SURFACE.  THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AG9688 ***********************************************************************
 AG9688  DESIGNATION -  ATHENA RM 2
 AG9688  PID         -  AG9688
 AG9688  STATE/COUNTY-  OR/UMATILLA
 AG9688  USGS QUAD   -  ATHENA (1974)
 AG9688
 AG9688                         *CURRENT SURVEY CONTROL
 AG9688  ___________________________________________________________________
 AG9688* NAD 83(1986)-  45 48 44.     (N)    118 28 20.     (W)     SCALED    
 AG9688* NAVD 88     -       570.556  (meters)    1871.90   (feet)  ADJUSTED  
 AG9688  ___________________________________________________________________
 AG9688  GEOID HEIGHT-         -20.36  (meters)                     GEOID03
 AG9688  DYNAMIC HT  -         570.492 (meters)    1871.69  (feet)  COMP
 AG9688  MODELED GRAV-     980,485.9   (mgal)                       NAVD 88
 AG9688
 AG9688  VERT ORDER  -  SECOND    CLASS I
 AG9688
 AG9688.The horizontal coordinates were scaled from a topographic map and have
 AG9688.an estimated accuracy of +/- 6 seconds.
 AG9688
 AG9688.The orthometric height was determined by differential leveling
 AG9688.and adjusted in September 1998.
 AG9688
 AG9688.The geoid height was determined by GEOID03.
 AG9688
 AG9688.The dynamic height is computed by dividing the NAVD 88
 AG9688.geopotential number by the normal gravity value computed on the
 AG9688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9688.degrees latitude (g = 980.6199 gals.).
 AG9688
 AG9688.The modeled gravity was interpolated from observed gravity values.
 AG9688
 AG9688;                    North         East    Units  Estimated Accuracy
 AG9688;SPC OR N     -   240,400.    2,657,590.      MT  (+/- 180 meters Scaled)
 AG9688
 AG9688                          SUPERSEDED SURVEY CONTROL
 AG9688
 AG9688.No superseded survey control is available for this station.
 AG9688
 AG9688_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL856742(NAD 83)
 AG9688_MARKER: DR = REFERENCE MARK DISK
 AG9688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9688_STAMPING: ATHENA NO 2 1963
 AG9688_MARK LOGO: CGS   
 AG9688_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9688+STABILITY: SURFACE MOTION
 AG9688_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9688+SATELLITE: SATELLITE OBSERVATIONS - August 02, 1998
 AG9688
 AG9688  HISTORY     - Date     Condition        Report By
 AG9688  HISTORY     - 1963     MONUMENTED       CGS
 AG9688  HISTORY     - 19980802 GOOD             NGS
 AG9688
 AG9688                          STATION DESCRIPTION
 AG9688
 AG9688'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AG9688'1.2 KM (0.75 MI) EASTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AG9688'ATHENA, THENCE 0.2 KM (0.10 MI) NORTHEASTERLY ALONG STATE HIGHWAY 11,
 AG9688'36.1 M (118.4 FT) SOUTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANES
 AG9688'OF THE HIGHWAY, 16.8 M (55.1 FT) SOUTH OF THE STATION, 1.6 M (5.2 FT)
 AG9688'NORTHWEST OF A FENCE, 1.5 M (4.9 FT) ABOVE THE LEVEL OF THE HIGHWAY,
 AG9688'0.5 M (1.6 FT) NORTHEAST OF A WITNESS POST, AND THE MONUMENT IS FLUSH
 AG9688'WITH THE GROUND SURFACE.  THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB1313 ***********************************************************************
 RB1313  DESIGNATION -  ATHENA WESTON ATHENA TV MAST
 RB1313  PID         -  RB1313
 RB1313  STATE/COUNTY-  OR/UMATILLA
 RB1313  USGS QUAD   -  ATHENA (1974)
 RB1313
 RB1313                         *CURRENT SURVEY CONTROL
 RB1313  ___________________________________________________________________
 RB1313* NAD 83(1991)-  45 49 05.97549(N)    118 29 18.44064(W)     ADJUSTED  
 RB1313* NAVD 88     -              **(meters)            **(feet)            
 RB1313  ___________________________________________________________________
 RB1313  LAPLACE CORR-           8.28  (seconds)                    DEFLEC99
 RB1313  GEOID HEIGHT-         -20.43  (meters)                     GEOID03
 RB1313  HORZ ORDER  -  THIRD
 RB1313
 RB1313.The horizontal coordinates were established by classical geodetic methods
 RB1313.and adjusted by the National Geodetic Survey in October 1991.
 RB1313
 RB1313
 RB1313.The Laplace correction was computed from DEFLEC99 derived deflections.
 RB1313
 RB1313.The geoid height was determined by GEOID03.
 RB1313
 RB1313;                    North         East     Units Scale Factor Converg.
 RB1313;SPC OR N     -   241,048.216 2,656,307.460   MT  0.99995888   +1 25 35.6
 RB1313;SPC OR N     -   790,840.60  8,714,919.49   iFT  0.99995888   +1 25 35.6
 RB1313;UTM  11      - 5,074,939.868   384,369.158   MT  0.99976438   -1 04 03.1
 RB1313
 RB1313                          SUPERSEDED SURVEY CONTROL
 RB1313
 RB1313  NAD 83(1986)-  45 49 05.97950(N)    118 29 18.43216(W) AD(       ) 4
 RB1313  NAD 27      -  45 49 06.50164(N)    118 29 14.53203(W) AD(       ) 3
 RB1313
 RB1313.Superseded values are not recommended for survey control.
 RB1313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1313.See file dsdata.txt to determine how the superseded data were derived.
 RB1313
 RB1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL8436974940(NAD 83)
 RB1313
 RB1313  HISTORY     - Date     Condition        Report By
 RB1313  HISTORY     - 1963     MONUMENTED       CGS
 RB1313
 RB1313                          STATION DESCRIPTION
 RB1313
 RB1313'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 RB1313'THE POINT INTERSECTED IS THE TOP CENTER OF THE MAST.  IT IS A
 RB1313'STEEL STRUCTURE PAINTED ALTERNATELY RED AND WHITE AND APPROXIMATELY
 RB1313'172 FEET TALL.  IT IS LOCATED ABOUT 1/2 MILE NORTH OF ATHENA.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2038 ***********************************************************************
 QE2038  DESIGNATION -  ATKESON
 QE2038  PID         -  QE2038
 QE2038  STATE/COUNTY-  OR/LINN
 QE2038  USGS QUAD   -  RIVERSIDE (1975)
 QE2038
 QE2038                         *CURRENT SURVEY CONTROL
 QE2038  ___________________________________________________________________
 QE2038* NAD 83(1991)-  44 35 15.53211(N)    123 10 36.36042(W)     ADJUSTED  
 QE2038* NAVD 88     -        72.     (meters)     236.     (feet)  SCALED    
 QE2038  ___________________________________________________________________
 QE2038  LAPLACE CORR-          -5.69  (seconds)                    DEFLEC99
 QE2038  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 QE2038  HORZ ORDER  -  THIRD
 QE2038
 QE2038.The horizontal coordinates were established by classical geodetic methods
 QE2038.and adjusted by the National Geodetic Survey in October 1991.
 QE2038
 QE2038.The orthometric height was scaled from a topographic map.
 QE2038
 QE2038.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2038
 QE2038.The geoid height was determined by GEOID03.
 QE2038
 QE2038;                    North         East     Units Scale Factor Converg.
 QE2038;SPC OR N     -   105,862.416 2,287,487.524   MT  0.99994566   -1 53 54.0
 QE2038;SPC OR N     -   347,317.64  7,504,880.33   iFT  0.99994566   -1 53 54.0
 QE2038;UTM  10      - 4,937,160.154   485,968.507   MT  0.99960242   -0 07 26.7
 QE2038
 QE2038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2038!SPC OR N     -   0.99999229  x   0.99994566  =   0.99993795
 QE2038!UTM  10      -   0.99999229  x   0.99960242  =   0.99959472
 QE2038
 QE2038|---------------------------------------------------------------------|
 QE2038| PID    Reference Object                     Distance      Geod. Az  |
 QE2038|                                                           dddmmss.s |
 QE2038| CD9539 ATKESON RM 1                         13.512 METERS 09311     |
 QE2038| QE2035 DEAD RIVER                          187.075 METERS 09507     |
 QE2038| QE1779 PETERSON RESET                      APPROX.18.6 KM 1172829.4 |
 QE2038| QE2032 DEAD RIVER AZ MK                    291.308 METERS 30138     |
 QE2038|---------------------------------------------------------------------|
 QE2038
 QE2038                          SUPERSEDED SURVEY CONTROL
 QE2038
 QE2038  NAD 83(1986)-  44 35 15.55507(N)    123 10 36.38375(W) AD(       ) 3
 QE2038  NAD 27      -  44 35 16.11701(N)    123 10 32.03726(W) AD(       ) 3
 QE2038
 QE2038.Superseded values are not recommended for survey control.
 QE2038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2038.See file dsdata.txt to determine how the superseded data were derived.
 QE2038
 QE2038_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ8596937160(NAD 83)
 QE2038_MARKER: DS = TRIANGULATION STATION DISK
 QE2038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE2038_STAMPING: ATKESON 1945
 QE2038_MARK LOGO: CGS   
 QE2038_MAGNETIC: N = NO MAGNETIC MATERIAL
 QE2038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE2038+STABILITY: SURFACE MOTION
 QE2038
 QE2038  HISTORY     - Date     Condition        Report By
 QE2038  HISTORY     - 1945     MONUMENTED       CGS
 QE2038  HISTORY     - 1957     GOOD             USGS
 QE2038  HISTORY     - 1979     GOOD             NGS
 QE2038  HISTORY     - 19791210 GOOD             NGS
 QE2038
 QE2038                          STATION DESCRIPTION
 QE2038
 QE2038'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (ANS)
 QE2038'STATION IS LOCATED ABOUT 4.5 MILES SW OF ALBANY, 4.5 MILES
 QE2038'NE OF CORVALLIS, 0.2 MILE E OF THE OLD CORVALLIS-ALBANY ROAD,
 QE2038'ALONG A GRAVELED E-W ROAD.  IT IS 0.1 MILE W OF STATION DEAD
 QE2038'RIVER (U.S.E.), 25 FEET N OF THE CENTER LINE OF THE GRAVELED
 QE2038'ROAD, 3.5 FEET N OF A FENCE LINE, 39 FEET W OF A TELEPHONE POLE,
 QE2038'AND 5 FEET NW OF A WHITE WITNESS POST.
 QE2038'
 QE2038'STATION MARK IS A BRONZE STATION DISK SET IN THE TOP OF A
 QE2038'10-INCH SQUARE CONCRETE POST BURIED 15 INCHES BELOW GROUND
 QE2038'LEVEL.  STAMPED ATKESON 1945.  UNDERGROUND MARK IS A BRONZE
 QE2038'STATION DISK SET IN CONCRETE.
 QE2038'
 QE2038'TO REACH THE STATION FROM THE U.S. HIGHWAY 99E OVERPASS IN ALBANY,
 QE2038'GO S 0.6 MILE TO THE FIFTEENTH STREET INTERSECTION.  FROM THE
 QE2038'INTERSECTION GO SW 5.3 MILES ALONG FIFTEENTH STREET AND THE OLD
 QE2038'CORVALLIS-ALBANY ROAD TO A T-ROAD INTERSECTION WITH A GRAVELED
 QE2038'ROAD LEADING E.  FROM THIS POINT TURN RIGHT AND GO E 0.2 MILE TO
 QE2038'THE STATION SITE.
 QE2038'
 QE2038'REFERENCE MARK 1 IS LOCATED 24 FEET N OF THE CENTER LINE OF
 QE2038'THE GRAVELED ROAD, 2 FEET N OF THE FENCE LINE, AND 5 FEET E
 QE2038'OF A TELEPHONE POLE.  IT IS A BRONZE REFERENCE DISK SET IN THE
 QE2038'TOP OF A 10-INCH SQUARE CONCRETE POST PROJECTING 6 INCHES ABOVE
 QE2038'GROUND LEVEL AND IS STAMPED ATKESON NO 1 1945.
 QE2038'
 QE2038'THE AZIMUTH MARK FOR STATION DEAD RIVER (U.S.E.) WAS USED AS
 QE2038'THE AZIMUTH MARK FOR THIS STATION.  IT IS 0.15 MILE WNW OF THE
 QE2038'STATION, 0.1 MILE N OF THE T-ROAD INTERSECTION, 28 FEET W OF THE
 QE2038'CENTER LINE OF THE OLD CORVALLIS-ALBANY ROAD, 100 FEET NE OF A
 QE2038'HOUSE, 2 FEET E OF A FENCE LINE, AND 3 FEET S OF A WHITE WITNESS
 QE2038'POST.
 QE2038
 QE2038                          STATION RECOVERY (1957)
 QE2038
 QE2038'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 QE2038'STATION RECOVERED IN GOOD CONDITION.
 QE2038'
 QE2038'A TELEPHONE LINE USED AS REFERENCE IS GONE.  WITNESS POST HAS
 QE2038'ROTTED, FENCE IS OKAY.  ADD, ABOUT 125 FEET NORTHEAST OF THIRD
 QE2038'POWERPOLE EAST OF CORVALLIS-ALBANY ROAD, NOW KNOWN AS RIVERSIDE
 QE2038'DRIVE.
 QE2038
 QE2038                          STATION RECOVERY (1979)
 QE2038
 QE2038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 QE2038'THE STATION AND RM 1 WERE RECOVERED IN GOOD CONDITION.  THEY ARE IN
 QE2038'A ROW OF BRUSH AND POISON OAK.  THE AZIMUTH MARK, DEAD RIVER USE
 QE2038'AZ MK 1945 WAS NOT RECOVERED.  A NEW AZIMUTH MARK, DEAD RIVER USE 1945
 QE2038'AZ MK 1979 AND REFERENCE MARK 2 WERE ESTABLISHED AT THIS TIME.
 QE2038'
 QE2038'THE STATION IS LOCATED ABOUT 4.5 MILES SOUTHWEST OF ALBANY, 4.5 MILES
 QE2038'NORTH OF CORVALLIS AND 0.3 MILE EAST OF THE WILLAMETTE RIVER.
 QE2038'
 QE2038'TO REACH THE STATION FROM THE OVERPASS OF U.S. HIGHWAY 99E IN ALBANY
 QE2038'GO SOUTH ON 99E FOR 0.6 MILE, TURN RIGHT ON QUEEN AVENUE AND GO 5.3
 QE2038'MILES, AT SOME PLACE ALONG THIS ROAD IT BECOMES RIVERSIDE DRIVE, TURN
 QE2038'LEFT ON WALNUT DRIVE AND GO 0.15 MILE TO THE STATION ON THE LEFT.
 QE2038'
 QE2038'THE STATION IS A STANDARD US COAST AND GEODETIC SURVEY (NOW NOS) DISK
 QE2038'STAMPED---ATKESON 1945---SET INTO THE TOP OF A SQUARE CONCRETE
 QE2038'MONUMENT 25 CM (10 INCHES) ON SIDE RECESSED 38 CM (15 INCHES) BELOW
 QE2038'THE GROUND LOCATED 33.5 METERS (110 FEET) NNE FROM THE NORTHWEST
 QE2038'CORNER OF FLEMING RESIDENCE, ROUTE 3 BOX 752 J, 11.73 METERS (38.5
 QE2038'FEET) N FROM FLEMING MAILBOX, 7.77 METERS (25.5 FEET) N FROM THE
 QE2038'CENTER LINE OF THE ROAD, AND 0.6 METER (2 FEET) N FROM A METAL
 QE2038'WITNESS POST.
 QE2038'
 QE2038'REFERENCE MARK NO. 2 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 QE2038'NOS) DISK STAMPED---ATKESON NO 1 1945---SET INTO THE TOP OF A
 QE2038'SQUARE CONCRETE MONUMENT 25 CM (10 INCHES) ON SIDE PROJECTING 10 CM
 QE2038'(4 INCHES) ABOVE THE GROUND LOCATED NW FROM A BREAK IN A WOODEN FENCE
 QE2038'ON THE SOUTH SIDE OF THE ROAD, 0.3 METER (1 FOOT) N FROM AN OLD FENCE
 QE2038'LINE, AND 7.3 METERS (24 FEET) N FROM THE CENTERLINE OF THE ROAD.
 QE2038'
 QE2038'REFERENCE MARK NO. 2 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 QE2038'STAMPED---ATKESON 1945 NO 2 1979---LOCATED 22.62 METERS (74.2 FEET)
 QE2038'NNE FROM THE NORTHWEST CORNER OF THE GARAGE AT THE FLEMING RESIDENCE,
 QE2038'4.11 METERS (13.5 FEET) E FROM THE CENTERLINE OF FLEMING DRIVEWAY,
 QE2038'4.0 METERS (13 FEET) S FROM THE CENTERLINE OF THE PAVED ROAD, AND
 QE2038'0.64 METER (2.1 FEET) E FROM A MAILBOX.
 QE2038
 QE2038                          STATION RECOVERY (1979)
 QE2038
 QE2038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 QE2038'THE STATION AND RM 1 WERE RECOVERED IN GOOD CONDITON.  THEY ARE IN A
 QE2038'ROW OR BRUSH AND POISON OAK.  THE AZIMUTH MARK, DEAD RIVER USE AZ MK
 QE2038'1945 WAS NOT RECOVERED.  A NEW AZIMUTH MARK, DEAD RIVER USE 1945 AZ MK
 QE2038'1979 AND REFERENCE MARK 2 WERE ESTABLISHED AT THIS TIME.  THE STATION
 QE2038'IS LOCATED ABOUT 4.5 MILES (7.2 KM) SOUTHWEST OF ALBANY, 4.5 MILES
 QE2038'(7.2 KM) NORTH OF CORVALLIS AND 0.3 MILE (0.5 KM) EAST OF THE
 QE2038'WILLAMETTE RIVER.  TO REACH THE STATION FROM THE OVERPASS OF U.S
 QE2038'HIGHWAY 99E IN ALBANY GO SOUTH ON 99E FOR 0.6 MILE, (1.0 KM) TURN
 QE2038'RIGHT ON QUEEN AVENUE AND GO 5.3 MILES, (8.5 KM) AT SOMEPLACE ALONG
 QE2038'THIS ROAD IT BECOMES RIVERSIDE DRIVE, TURN LEFT ON WALNUT DRIVE AND GO
 QE2038'0.15 MILE (0.24 KM) TO THE STATION ON LEFT.
 QE2038' 
 QE2038'THE STATION IS A STANDARD CGS DISK STAMPED---ATKESON 1945---, SET INTO
 QE2038'THE TOP OF A SQUARE CONCRETE MONUMENT, 10 INCHES IN DIAMETER, RECESSED
 QE2038'15 INCHES BELOW THE GROUND.  THE STATION IS LOCATED 33.5 METERS (109.9
 QE2038'FT) NORTH-NORTHEAST FROM THE NORTHWEST CORNER OF FLEMING RESIDENCE,
 QE2038'ROUTE 3 BOX 752 J, 11.7 METERS (38.4 FT) NORTH FROM FLEMING MAILBOX,
 QE2038'7.7 METERS (25.3 FT) NORTH FROM THE CENTERLINE OF THE ROAD, O.6 METERS
 QE2038'NORTH FROM A METAL WITNESS POST.  REFERENCE MARK NO 1, IS A STANDARD
 QE2038'CGS DISK STAMPED--ATKESON NO 1 1945--, SET INTO THE TOP OF A SQUARE
 QE2038'CONCRETE MONUMENT, 10 INCHES IN DIAMETER, PROJECTING 4 INCHES ABOVE
 QE2038'THE GROUND.  THE STATION IS LOCATED 0.3 METERS (1.0 FT) NORTH FROM AN
 QE2038'OLD FENCE LINE, 7.3 METERS (24.0 FT) NORTH FROM THE CENTERLINE OF THE
 QE2038'ROAD.  REFERENCE MARK NO 2, IS A STANDARD NGS DISK STAMPED---ATKESON
 QE2038'1945 NO 2 1979---.  THE STATION IS LOCATED 22.6 METERS (74.1 FT)
 QE2038'NORTH-NORTHEAST FROM THE NORTHWEST CORNER OF THE GARAGE AT THE FLEMING
 QE2038'RESIDENCE, 4.1 METERS (13.5 FT) EAST FROM THE CENTERLINE OF FLEMING
 QE2038'DRIVEWAY, 4.0 METERS (13.1 FT) SOUTHEAST FROM THE CENTERLINE OF THE
 QE2038'PAVED ROAD, 0.6 METERS (2.0 FT) EAST FROM A MAILBOX.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH0929 ***********************************************************************
 OH0929  DESIGNATION -  ATWELL
 OH0929  PID         -  OH0929
 OH0929  STATE/COUNTY-  OR/MALHEUR
 OH0929  USGS QUAD   -  JORDAN CRATERS NORTH (1969)
 OH0929
 OH0929                         *CURRENT SURVEY CONTROL
 OH0929  ___________________________________________________________________
 OH0929* NAD 83(1986)-  43 13 22.     (N)    117 29 44.     (W)     SCALED    
 OH0929* NAVD 88     -       829.511  (meters)    2721.49   (feet)  ADJUSTED  
 OH0929  ___________________________________________________________________
 OH0929  GEOID HEIGHT-         -17.77  (meters)                     GEOID03
 OH0929  DYNAMIC HT  -         829.109 (meters)    2720.17  (feet)  COMP
 OH0929  MODELED GRAV-     980,109.1   (mgal)                       NAVD 88
 OH0929
 OH0929  VERT ORDER  -  SECOND    CLASS 0
 OH0929
 OH0929.The horizontal coordinates were scaled from a topographic map and have
 OH0929.an estimated accuracy of +/- 6 seconds.
 OH0929
 OH0929.The orthometric height was determined by differential leveling
 OH0929.and adjusted in June 1991.
 OH0929
 OH0929.The geoid height was determined by GEOID03.
 OH0929
 OH0929.The dynamic height is computed by dividing the NAVD 88
 OH0929.geopotential number by the normal gravity value computed on the
 OH0929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0929.degrees latitude (g = 980.6199 gals.).
 OH0929
 OH0929.The modeled gravity was interpolated from observed gravity values.
 OH0929
 OH0929;                    North         East    Units  Estimated Accuracy
 OH0929;SPC OR S     -   177,230.    1,744,020.      MT  (+/- 180 meters Scaled)
 OH0929
 OH0929                          SUPERSEDED SURVEY CONTROL
 OH0929
 OH0929  NGVD 29 (??/??/92)  828.421  (m)         2717.91   (f) ADJ UNCH    2 0
 OH0929
 OH0929.Superseded values are not recommended for survey control.
 OH0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0929.See file dsdata.txt to determine how the superseded data were derived.
 OH0929
 OH0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH597856(NAD 83)
 OH0929_MARKER: DB = BENCH MARK DISK
 OH0929_SETTING: 66 = SET IN ROCK OUTCROP
 OH0929_SP_SET: OUTCROP
 OH0929_STAMPING: ATWELL 1966
 OH0929_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OH0929+STABILITY: POSITION/ELEVATION WELL
 OH0929
 OH0929  HISTORY     - Date     Condition        Report By
 OH0929  HISTORY     - 1966     MONUMENTED       CGS
 OH0929
 OH0929                          STATION DESCRIPTION
 OH0929
 OH0929'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OH0929'37.5 MI NW FROM JORDAN VALLEY.
 OH0929'7.7 MILES NORTH ALONG U.S. HIGHWAY 95 FROM THE SCHOOL AT JORDAN
 OH0929'VALLEY, THENCE 23.35 MILES WEST ALONG JORDAN CRATER ROAD, THENCE 6.45
 OH0929'MILES NORTHWEST ALONG BIRCH CREEK ROAD, 0.8 MILE SOUTHEAST AND ACROSS
 OH0929'THE OWYHEE RIVER FROM BENCH MARK Y 601, AT ATWELL RANCH, 90 FEET WEST
 OH0929'OF THE CENTER LINE OF THE ROAD, 52.6  FEET SOUTHWEST OF THE SOUTHWEST
 OH0929'CORNER OF THE RANCHHOUSE, IN THE TOP OF THE EAST SIDE OF A MASSIVE
 OH0929'OUTCROP WHICH IS IN THE RANCHHOUSE YARD, ABOUT 5 FEET HIGHER THAN THE
 OH0929'ROAD AND 4 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0800 ***********************************************************************
 NY0800  DESIGNATION -  AUGUR
 NY0800  PID         -  NY0800
 NY0800  STATE/COUNTY-  OR/LAKE
 NY0800  USGS QUAD   -  BIG BALDY (1980)
 NY0800
 NY0800                         *CURRENT SURVEY CONTROL
 NY0800  ___________________________________________________________________
 NY0800* NAD 83(1991)-  42 17 20.39281(N)    120 26 00.22477(W)     ADJUSTED  
 NY0800* NAVD 88     -      1532.1    (meters)    5027.     (feet)  VERTCON   
 NY0800  ___________________________________________________________________
 NY0800  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 NY0800  GEOID HEIGHT-         -20.95  (meters)                     GEOID03
 NY0800  HORZ ORDER  -  THIRD
 NY0800
 NY0800.The horizontal coordinates were established by classical geodetic methods
 NY0800.and adjusted by the National Geodetic Survey in October 1991.
 NY0800
 NY0800.The NAVD 88 height was computed by applying the VERTCON shift value to
 NY0800.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NY0800
 NY0800.The Laplace correction was computed from DEFLEC99 derived deflections.
 NY0800
 NY0800.The geoid height was determined by GEOID03.
 NY0800
 NY0800;                    North         East     Units Scale Factor Converg.
 NY0800;SPC OR S     -    69,134.128 1,505,493.235   MT  1.00001146   +0 02 44.0
 NY0800;SPC OR S     -   226,818.01  4,939,282.27   iFT  1.00001146   +0 02 44.0
 NY0800;UTM  10      - 4,685,054.305   711,602.368   MT  1.00015095   +1 43 39.5
 NY0800
 NY0800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NY0800!SPC OR S     -   0.99976305  x   1.00001146  =   0.99977451
 NY0800!UTM  10      -   0.99976305  x   1.00015095  =   0.99991396
 NY0800
 NY0800|---------------------------------------------------------------------|
 NY0800| PID    Reference Object                     Distance      Geod. Az  |
 NY0800|                                                           dddmmss.s |
 NY0800| CD6699 AUGUR RM 1                            7.148 METERS 03753     |
 NY0800| CD6698 AUGUR AZ MK                                        1190934.3 |
 NY0800| CD6700 AUGUR RM 2                            8.349 METERS 12240     |
 NY0800|---------------------------------------------------------------------|
 NY0800
 NY0800                          SUPERSEDED SURVEY CONTROL
 NY0800
 NY0800  NAD 83(1986)-  42 17 20.39695(N)    120 26 00.22440(W) AD(       ) 3
 NY0800  NAD 27      -  42 17 20.82400(N)    120 25 56.36700(W) AD(       ) 3
 NY0800  NGVD 29 (07/19/86) 1530.9    (m)         5023.     (f) VERT ANG    3  
 NY0800
 NY0800.Superseded values are not recommended for survey control.
 NY0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0800.See file dsdata.txt to determine how the superseded data were derived.
 NY0800
 NY0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGM1160285054(NAD 83)
 NY0800_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NY0800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0800
 NY0800  HISTORY     - Date     Condition        Report By
 NY0800  HISTORY     - 1948     MONUMENTED       CGS
 NY0800
 NY0800                          STATION DESCRIPTION
 NY0800
 NY0800'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (GLS)
 NY0800'THE STATION IS ABOUT 8 MILES NORTH NORTHWEST OF LAKEVIEW AND 1/2
 NY0800'MILE SOUTH OF THE JUNCTION OF THE AUGUR CREEK AND MC DONALD CAMP
 NY0800'LOGGING ROADS.  IT IS ON THE WEST END AND HIGHEST POINT OF A LOW,
 NY0800'BRUSH-COVERED RIDGE AND ABOUT 0.1 MILE SOUTHWEST OF A
 NY0800'HEAVY-FOLIAGED PINE TREE ON THE NORTH SLOPE OF THE RIDGE.
 NY0800'
 NY0800'THE STATION MARK, STAMPED AUGUR 1948, IS A STANDARD DISK SET IN A
 NY0800'12 INCH SQUARE CONCRETE POST PROJECTING 5 INCHES ABOVE THE
 NY0800'GROUND.  IT IS 4.5 METERS WEST SOUTHWEST OF A WHITE WITNESS POST.
 NY0800'
 NY0800'REFERENCE MARK NO. 1, STAMPED AUGUR NO 1 1948, IS A STANDARD
 NY0800'DISK SET IN A 12 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES
 NY0800'ABOVE THE GROUND.  IT IS ON THE CREST OF THE RIDGE AND 5 METERS
 NY0800'NORTH OF THE WITNESS POST.
 NY0800'
 NY0800'REFERENCE MARK NO. 2, STAMPED AUGUR NO 2 1948, IS A STANDARD
 NY0800'DISK SET IN A 12 INCH SQUARE CONCRETE POST PROJECTING 5 INCHES
 NY0800'ABOVE THE GROUND.  IT IS 5 METERS SOUTH SOUTHEAST OF THE WITNESS
 NY0800'POST AND 1 FOOT LOWER THAN THE STATION MARK.
 NY0800'
 NY0800'THE AZIMUTH MARK, STAMPED AUGUR 1948, IS A STANDARD DISK SET IN
 NY0800'A 12 INCH SQUARE CONCRETE POST PROJECTING 5 INCHES ABOVE THE
 NY0800'GROUND.  IT IS 45 METERS NORTH NORTHWEST OF A FORK OF TWO GRADED
 NY0800'ROADS, 10 METERS EAST AND 8 METERS WEST OF THE CENTERS OF THE
 NY0800'TWO FORKS, AND 2 METERS NORTH OF A WHITE WITNESS POST.  TO REACH
 NY0800'FROM THE STATION GO EASTERLY 0.9 MILE TO THE GATE IN FENCE LINE
 NY0800'AND THE GRADED LOGGING ROAD.  THENCE TURN RIGHT AND CONTINUE
 NY0800'SOUTHEASTERLY ON THE GRADED ROAD FOR 0.9 MILE TO A FORK AND
 NY0800'THE MARK ON LEFT.
 NY0800'
 NY0800'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 395 AND
 NY0800'STATE HIGHWAY 66 IN LAKEVIEW GO NORTH ON HIGHWAY 395 FOR 0.9 MILE
 NY0800'TO A ROAD ON LEFT, JUST SOUTH OF THE STATE SCALES.  TURN LEFT AND
 NY0800'CONTINUE 0.25 MILE ALONG THE NORTH SIDE OF A MILL TO WHERE THE
 NY0800'ROAD TURNS RIGHT.  TURN RIGHT AND CONTINUE NORTHWESTERLY ON THE
 NY0800'MAIN ROAD FOR 6.0 MILES TO A FORK.  TAKE THE RIGHT FORK AND
 NY0800'CONTINUE 0.5 MILE TO A FORK AND THE LOCATION OF THE AZIMUTH
 NY0800'MARK.  TAKE THE LEFT FORK, MAIN ROAD, AND CONTINUE 0.9 MILE TO
 NY0800'A GATE ON LEFT, JUST NORTHWEST OF A FENCE CORNER.  TURN LEFT,
 NY0800'THROUGH GATE, AND FOLLOW A TRACK ROAD SOUTHWESTERLY 0.2 MILE TO A
 NY0800'SHALLOW DRAW ON RIGHT.  TURN RIGHT AND CONTINUE UP DRAW AND
 NY0800'WESTERLY ALONG THE RIDGE FOR 0.7 MILE TO THE HIGHEST POINT AND
 NY0800'THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1809 ***********************************************************************
 QE1809  DESIGNATION -  AUMSVILLE MUN TANK
 QE1809  PID         -  QE1809
 QE1809  STATE/COUNTY-  OR/MARION
 QE1809  USGS QUAD   -  STAYTON (1986)
 QE1809
 QE1809                         *CURRENT SURVEY CONTROL
 QE1809  ___________________________________________________________________
 QE1809* NAD 83(1991)-  44 50 28.63053(N)    122 52 12.81365(W)     ADJUSTED  
 QE1809* NAVD 88     -              **(meters)            **(feet)            
 QE1809  ___________________________________________________________________
 QE1809  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 QE1809  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 QE1809  HORZ ORDER  -  THIRD
 QE1809
 QE1809.The horizontal coordinates were established by classical geodetic methods
 QE1809.and adjusted by the National Geodetic Survey in October 1991.
 QE1809
 QE1809
 QE1809.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE1809
 QE1809.The geoid height was determined by GEOID03.
 QE1809
 QE1809;                    North         East     Units Scale Factor Converg.
 QE1809;SPC OR N     -   133,273.926 2,312,643.547   MT  0.99991083   -1 40 51.4
 QE1809;SPC OR N     -   437,250.41  7,587,413.21   iFT  0.99991083   -1 40 51.4
 QE1809;UTM  10      - 4,965,327.752   510,256.373   MT  0.99960129   +0 05 29.4
 QE1809
 QE1809                          SUPERSEDED SURVEY CONTROL
 QE1809
 QE1809  NAD 83(1986)-  44 50 28.65320(N)    122 52 12.83099(W) AD(       ) 4
 QE1809  NAD 27      -  44 50 29.21685(N)    122 52 08.50443(W) AD(       ) 3
 QE1809
 QE1809.Superseded values are not recommended for survey control.
 QE1809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1809.See file dsdata.txt to determine how the superseded data were derived.
 QE1809
 QE1809_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ1025665328(NAD 83)
 QE1809
 QE1809  HISTORY     - Date     Condition        Report By
 QE1809  HISTORY     - 1972     MONUMENTED       NGS
 QE1809
 QE1809                          STATION DESCRIPTION
 QE1809
 QE1809'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LDF)
 QE1809'THE STATION IS LOCATED IN THE VILLAGE OF AUMSVILLE, AT THE
 QE1809'INTERSECTION OF MAIN STREET AND NORTH FIFTH STREET.  IT HAS FOUR
 QE1809'LEGS, IS PAINTED SILVER AND IS ABOUT 120 FEET HIGH.
 QE1809'
 QE1809'THE POINT INTERSECTED WAS THE TOP AND CENTER OF TANK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2644 ***********************************************************************
 RD2644  DESIGNATION -  AURORA MUNICIPAL TANK
 RD2644  PID         -  RD2644
 RD2644  STATE/COUNTY-  OR/MARION
 RD2644  USGS QUAD   -  WOODBURN (1985)
 RD2644
 RD2644                         *CURRENT SURVEY CONTROL
 RD2644  ___________________________________________________________________
 RD2644* NAD 83(1991)-  45 13 46.39450(N)    122 45 19.67981(W)     ADJUSTED  
 RD2644* NAVD 88     -              **(meters)            **(feet)            
 RD2644  ___________________________________________________________________
 RD2644  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 RD2644  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 RD2644  HORZ ORDER  -  THIRD
 RD2644
 RD2644.The horizontal coordinates were established by classical geodetic methods
 RD2644.and adjusted by the National Geodetic Survey in October 1991.
 RD2644
 RD2644
 RD2644.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2644
 RD2644.The geoid height was determined by GEOID03.
 RD2644
 RD2644;                    North         East     Units Scale Factor Converg.
 RD2644;SPC OR N     -   176,142.230 2,322,916.712   MT  0.99989514   -1 35 58.4
 RD2644;SPC OR N     -   577,894.46  7,621,117.82   iFT  0.99989514   -1 35 58.4
 RD2644;UTM  10      - 5,008,480.539   519,195.858   MT  0.99960453   +0 10 25.0
 RD2644
 RD2644                          SUPERSEDED SURVEY CONTROL
 RD2644
 RD2644  NAD 83(1986)-  45 13 46.41605(N)    122 45 19.68991(W) AD(       ) 4
 RD2644  NAD 27      -  45 13 46.98329(N)    122 45 15.35380(W) AD(       ) 3
 RD2644
 RD2644.Superseded values are not recommended for survey control.
 RD2644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2644.See file dsdata.txt to determine how the superseded data were derived.
 RD2644
 RD2644_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1919608481(NAD 83)
 RD2644_MARKER: 51 = TANK
 RD2644_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD2644+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2004
 RD2644
 RD2644  HISTORY     - Date     Condition        Report By
 RD2644  HISTORY     - 1946     FIRST OBSERVED   CGS
 RD2644  HISTORY     - 1984     GOOD             USPSQD
 RD2644  HISTORY     - 19920615 GOOD             USPSQD
 RD2644  HISTORY     - 20040414 GOOD             USPSQD
 RD2644
 RD2644                          STATION DESCRIPTION
 RD2644
 RD2644'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (EBB)
 RD2644'THE STATION IS THE CENTER OF AN ELEVATED WATER TANK, IN THE
 RD2644'VILLAGE OF AURORA.  IT IS ABOUT 0.1 MILE E OF U.S. HIGHWAY 99E, ON
 RD2644'THE S SIDE OF TOWN.  THE TANK IS ABOUT 90 FEET HIGH, PAINTED
 RD2644'SILVER, AND HAS A SLOPING ROOF BUT UNLIKE MOST TANKS, IT HAS NO
 RD2644'BALL ON ITS TOP.
 RD2644
 RD2644                          STATION RECOVERY (1984)
 RD2644
 RD2644'RECOVERY NOTE BY US POWER SQUADRON 1984 (RS)
 RD2644'STATION RECOVERED GOOD.
 RD2644'
 RD2644'RECOVERED AS DESCRIBED.
 RD2644
 RD2644                          STATION RECOVERY (1992)
 RD2644
 RD2644'RECOVERY NOTE BY US POWER SQUADRON 1992 (RWB)
 RD2644'RECOVERED IN GOOD CONDITION.
 RD2644
 RD2644                          STATION RECOVERY (2004)
 RD2644
 RD2644'RECOVERY NOTE BY US POWER SQUADRON 2004 (PCC)
 RD2644'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1512 ***********************************************************************
 RD1512  PACS        -  This is a Primary Airport Control Station.
 RD1512  DESIGNATION -  AURORA PORT
 RD1512  PID         -  RD1512
 RD1512  STATE/COUNTY-  OR/MARION
 RD1512  USGS QUAD   -  WOODBURN (1985)
 RD1512
 RD1512                         *CURRENT SURVEY CONTROL
 RD1512  ___________________________________________________________________
 RD1512* NAD 83(2007)-  45 14 34.74176(N)    122 46 13.26091(W)     ADJUSTED  
 RD1512* NAVD 88     -        59.345  (meters)     194.70   (feet)  ADJUSTED  
 RD1512  ___________________________________________________________________
 RD1512  EPOCH DATE  -        2007.00
 RD1512  X           -  -2,434,907.252 (meters)                     COMP
 RD1512  Y           -  -3,782,533.806 (meters)                     COMP
 RD1512  Z           -   4,506,428.221 (meters)                     COMP
 RD1512  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 RD1512  ELLIP HEIGHT-          36.316 (meters)          (02/10/07) ADJUSTED
 RD1512  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 RD1512  DYNAMIC HT  -          59.343 (meters)     194.69  (feet)  COMP
 RD1512
 RD1512  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 RD1512  Type    PID    Designation                      North   East  Ellip
 RD1512  -------------------------------------------------------------------
 RD1512  NETWORK RD1512 AURORA PORT                       0.57   0.39   1.74
 RD1512  -------------------------------------------------------------------
 RD1512  MODELED GRAV-     980,587.4   (mgal)                       NAVD 88
 RD1512
 RD1512  VERT ORDER  -  FIRST     CLASS II
 RD1512
 RD1512.This mark is at Aurora State Airport (3S2)
 RD1512
 RD1512.The horizontal coordinates were established by GPS observations
 RD1512.and adjusted by the National Geodetic Survey in February 2007.
 RD1512
 RD1512.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 RD1512.See www.ngs.noaa.gov/NationalReadjustment for more information.
 RD1512.The horizontal coordinates are valid at the epoch date displayed above.
 RD1512.The epoch date for horizontal control is a decimal equivalence
 RD1512.of Year/Month/Day.
 RD1512
 RD1512.The orthometric height was determined by differential leveling
 RD1512.and adjusted in June 1991.
 RD1512
 RD1512.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RD1512
 RD1512.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1512
 RD1512.The ellipsoidal height was determined by GPS observations
 RD1512.and is referenced to NAD 83.
 RD1512
 RD1512.The geoid height was determined by GEOID03.
 RD1512
 RD1512.The dynamic height is computed by dividing the NAVD 88
 RD1512.geopotential number by the normal gravity value computed on the
 RD1512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1512.degrees latitude (g = 980.6199 gals.).
 RD1512
 RD1512.The modeled gravity was interpolated from observed gravity values.
 RD1512
 RD1512;                    North         East     Units Scale Factor Converg.
 RD1512;SPC OR N     -   177,666.754 2,321,790.393   MT  0.99989542   -1 36 36.4
 RD1512;SPC OR N     -   582,896.17  7,617,422.55   iFT  0.99989542   -1 36 36.4
 RD1512;UTM  10      - 5,009,969.048   518,023.247   MT  0.99960399   +0 09 47.1
 RD1512
 RD1512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1512!SPC OR N     -   0.99999431  x   0.99989542  =   0.99988973
 RD1512!UTM  10      -   0.99999431  x   0.99960399  =   0.99959830
 RD1512
 RD1512:                Primary Azimuth Mark                     Grid Az
 RD1512:SPC OR N     -  AURORA PORT AZ MK                        008 41 05.4
 RD1512:UTM  10      -  AURORA PORT AZ MK                        006 54 41.9
 RD1512
 RD1512|---------------------------------------------------------------------|
 RD1512| PID    Reference Object                     Distance      Geod. Az  |
 RD1512|                                                           dddmmss.s |
 RD1512| RD1513 AURORA PORT AZ MK                   APPROX. 1.2 KM 0070429.0 |
 RD1512| AD9158 3S2 C                               APPROX. 0.6 KM 0110202.6 |
 RD1512|---------------------------------------------------------------------|
 RD1512
 RD1512                          SUPERSEDED SURVEY CONTROL
 RD1512
 RD1512  NAD 83(1998)-  45 14 34.73935(N)    122 46 13.26353(W) AD(       ) B
 RD1512  ELLIP H (07/02/01)   36.344  (m)                       GP(       ) 3 2
 RD1512  NAD 83(1998)-  45 14 34.73929(N)    122 46 13.26358(W) AD(       ) B
 RD1512  ELLIP H (07/02/97)   36.349  (m)                       GP(       ) 3 1
 RD1512  NAVD 88 (07/02/97)   59.34   (m)          194.7    (f) LEVELING    3  
 RD1512
 RD1512.Superseded values are not recommended for survey control.
 RD1512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1512.See file dsdata.txt to determine how the superseded data were derived.
 RD1512
 RD1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1802309969(NAD 83)
 RD1512_MARKER: I = METAL ROD
 RD1512_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 RD1512_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 RD1512_STAMPING: AURORA PORT 1987
 RD1512_MARK LOGO: NGS   
 RD1512_PROJECTION: FLUSH
 RD1512_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD1512_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RD1512_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD1512+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2001
 RD1512_ROD/PIPE-DEPTH: 10.7 meters
 RD1512_SLEEVE-DEPTH  : 0.9 meters
 RD1512
 RD1512  HISTORY     - Date     Condition        Report By
 RD1512  HISTORY     - 1987     MONUMENTED       NGS
 RD1512  HISTORY     - 19960825 GOOD             CHANCE
 RD1512  HISTORY     - 19971028 GOOD             NGS
 RD1512  HISTORY     - 20011010 GOOD             OR-047
 RD1512
 RD1512                          STATION DESCRIPTION
 RD1512
 RD1512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 RD1512'14.3 KM (8.90 MI) NE FROM WOODBURN.
 RD1512'12.0 KM (7.45 MI) NORTHEASTERLY ALONG STATE HIGHWAY 99E FROM ITS
 RD1512'JUNCTION WITH LINCOLN STREET IN WOODBURN, THENCE 0.5 KM (0.30 MI)
 RD1512'WESTERLY ALONG EHLEN ROAD, THENCE 1.0 KM (0.60 MI) NORTHERLY ALONG
 RD1512'AIRPORT ROAD, THENCE 0.5 KM (0.30 MI) WEST ALONG OTTOWAY ROAD, THENCE
 RD1512'0.3 KM (0.20 MI) NORTH AND WEST ALONG THE AIRPORT ENTRANCE ROAD, AT
 RD1512'THE SOUTH END OF THE RUNWAY OF THE AURORA MUNICIPAL AIRPORT, 32.6 M
 RD1512'(107.0 FT) EAST OF THE CENTERLINE OF THE RUNWAY, 27.3 M (89.6 FT) WEST
 RD1512'OF THE CENTERLINE OF THE TAXIWAY, AND 22.0 M (72.2 FT) NORTH OF THE
 RD1512'CENTERLINE OF A RUNWAY ENTRANCE ROAD.  NOTE--ACCESS TO DATUM POINT IS
 RD1512'HAD THROUGH A 5-INCH LOGO CAP.
 RD1512'THE MARK IS ABOVE LEVEL WITH THE RUNWAY.
 RD1512
 RD1512                          STATION RECOVERY (1996)
 RD1512
 RD1512'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 RD1512'THE STATION IS LOCATED 11 MILES (17.7 KM) SOUTHWEST OF OREGON CITY, 4
 RD1512'MILES (6.4 KM) WEST SOUTHWEST OF CANBY AND 1.5 MILES (2.4 KM)
 RD1512'NORTHWEST OF AURORA AT THE AURORA STATE AIRPORT, BETTY STANSWOOD -
 RD1512'AIRPORT OPERATIONS MANAGER, PHONE 503-378-4880  TO REACH THE STATION
 RD1512'FROM THE JUNCTION OF INTERSTATE 5 AND EHLEN ROAD (EXIT 278) WEST OF
 RD1512'AURORA, PROCEED EAST ON EHLEN ROAD 1.65 MILES (2.66 KM) TO
 RD1512'INTERSECTION WITH WILSONVILLE HUBBARD HIGHWAY (UNMARKED) , TURN LEFT
 RD1512'AND PROCEED NORTH ON THE UNMARKED HIGHWAY 0.5 MILES (0.8 KM) TO KIEL
 RD1512'ROAD, TURN RIGHT AND FOLLOW KIEL ROAD EAST, THEN NORTH, THEN EAST 0.45
 RD1512'MILES (0.72 KM) TO AN AIRPORT ENTRANCE DRIVE ON THE LEFT, TURN LEFT
 RD1512'AND PROCEED NORTH 0.1 MILES (0.2 KM) TO A TAXIWAY ON THE LEFT LEADING
 RD1512'WEST BETWEEN TWO T-HANGARS, TURN LEFT AND PROCEED WEST 0.05 TO A
 RD1512'NORTH-SOUTH TAXIWAY, TURN LEFT AND PROCEED SOUTH 150 FT (45.7 M) TO
 RD1512'THE JUNCTION WITH THE MAIN TAXIWAY AT AN -S- TURN, TURN RIGHT AND
 RD1512'PROCEED WEST 150 FT (45.7 M) TO THE STATION ON THE RIGHT BETWEEN THE
 RD1512'TAXIWAY AND RUNWAY  THE STATION IS THE TOP CENTER OF A SLEEVED
 RD1512'STAINLESS STEEL ROD, ACCESS IS HAD THROUGH A 5 INCH LOGO CAP, THE LOGO
 RD1512'CAP IS SET FLUSH WITH THE GROUND.  THE STATION IS LOCATED 32.6 M
 RD1512'(107.0 FT) EAST OF THE CENTERLINE OF THE RUNWAY, 23.3 M (76.4 FT)
 RD1512'NORTH OF THE CENTERLINE OF THE CONNECTOR TAXIWAY, 33.4 M (109.6 FT)
 RD1512'SOUTHEAST OF THE 1ST RUNWAY LIGHT NORTH OF THE CONNECTOR TAXIWAY, 27.4
 RD1512'M (89.9 FT) WEST OF THE CENTERLINE OF THE MAIN TAXIWAY, 12.2 M (40.0
 RD1512'FT) NORTH OF THE EASTERNMOST OF THREE TAXI LIGHTS AND 41.6 M (136.5
 RD1512'FT) NORTHWEST OF THE NORTH END OF A -NO ENTRY- SIGN  THE STATION IS
 RD1512'DESIGNATED AS A PRIMARY AIRPORT CONTROL STATION (PACS) - OREGON ANA
 RD1512'SURVEYS 1996
 RD1512
 RD1512                          STATION RECOVERY (1997)
 RD1512
 RD1512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 RD1512'THE STATION IS LOCATED 17.7 KM (11.00 MI) SOUTHWEST OF OREGON CITY,
 RD1512'6.4 KM (3.95 MI) WEST-SOUTHWEST OF CANBY AND 2.4 KM (1.50 MI)
 RD1512'NORTHWEST OF AURORA AT THE AURORA STATE AIRPORT.  OWNERSHIP --AURORA
 RD1512'STATE AIRPORT--, ANN CROOK, AIRPORT MANAGER, PHONE 503-378-4880.  TO
 RD1512'REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 5 AND EHLEN
 RD1512'ROAD (EXIT 278) ABOUT 3 MILES (4.8 KM) WEST OF AURORA, PROCEED
 RD1512'EASTERLY ON EHLEN ROAD FOR 2.66 KM (1.65 MI) TO THE INTERSECTION WITH
 RD1512'THE WILSONVILLE HUBBARD HIGHWAY (UNMARKED) , CONTINUE AHEAD, EAST, ON
 RD1512'EHLEN ROAD NE FOR 1.2 KM (0.75 MI) TO A PAVED ROAD LEFT.  TURN LEFT,
 RD1512'NORTH, AND GO NORTHERLY ON AIRPORT ROAD NE FOR 0.97 KM (0.60 MI) TO A
 RD1512'PAVED ROAD LEFT.  CONTINUE AHEAD NORTHERLY ON AIRPORT ROAD NE FOR 1.13
 RD1512'KM (0.70 MI) TO A PAVED ROAD LEFT LEADING TO AURORA AVIATION. TURN
 RD1512'LEFT ON AIRPORT ENTRANCE ROAD AND GO WEST FOR 0.16 KM (0.10 MI) TO A
 RD1512'GATE IN A CHAINLINK FENCE JUST NORTH OF AURORA AVIATION BUILDING.
 RD1512'CONTINUE AHEAD (WEST) THROUGH THE GATE, ACROSS THE PARKING APRON THEN
 RD1512'CONNECTOR TAXIWAY FOR 0.16 KM (0.10 MI) TO THE INTERSECTION OF A
 RD1512'NORTH-SOUTH PARALLEL TAXIWAY.  TURN LEFT AND GO SOUTH ON TAXIWAY FOR
 RD1512'0.97 KM (0.60 MI) TO THE STATION ON THE RIGHT BETWEEN THE RUNWAY AND
 RD1512'THE TAXIWAY AND JUST BEFORE A BEND IN THE PARALLEL TAXIWAY AND NORTH
 RD1512'OF A CONNECTOR TAXIWAY.  THE STATION IS PUNCHPOINT IN THE TOP CENTER
 RD1512'OF A SLEEVED STAINLESS STEEL ROD, ACCESS IS HAD THROUGH A 5 INCH LOGO
 RD1512'CAP WHICH IS SET FLUSH WITH THE GROUND. THE STATION IS LOCATED 33.4 M
 RD1512'(109.6 FT) SOUTHEAST OF THE FIRST RUNWAY LIGHT NORTH OF THE CONNECTOR
 RD1512'TAXIWAY, 32.6 M (107.0 FT) EAST OF THE CENTERLINE OF THE RUNWAY, 27.4
 RD1512'M (89.9 FT) WEST OF THE CENTERLINE OF THE MAIN TAXIWAY, 23.3 M (76.4
 RD1512'FT) NORTH OF THE CENTERLINE OF THE CONNECTOR TAXIWAY, AND 12.2 M (40.0
 RD1512'FT) NORTH OF THE EASTERNMOST ONE OF THREE TAXI LIGHTS.  NOTE--THE
 RD1512'STATION IS DESIGNATED AS A PRIMARY AIRPORT CONTROL STATION (PACS) .
 RD1512
 RD1512                          STATION RECOVERY (2001)
 RD1512
 RD1512'RECOVERY NOTE BY MARION COUNTY OREGON 2001 (MR)
 RD1512'RECOVERED AS DESCRIBED
 RD1512' 
 RD1512'
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1513 ***********************************************************************
 RD1513  SACS        -  This is a Secondary Airport Control Station.
 RD1513  DESIGNATION -  AURORA PORT AZ MK
 RD1513  PID         -  RD1513
 RD1513  STATE/COUNTY-  OR/MARION
 RD1513  USGS QUAD   -  SHERWOOD (1985)
 RD1513
 RD1513                         *CURRENT SURVEY CONTROL
 RD1513  ___________________________________________________________________
 RD1513* NAD 83(2007)-  45 15 13.10794(N)    122 46 06.51952(W)     ADJUSTED  
 RD1513* NAVD 88     -        60.160  (meters)     197.37   (feet)  ADJUSTED  
 RD1513  ___________________________________________________________________
 RD1513  EPOCH DATE  -        2007.00
 RD1513  X           -  -2,434,328.680 (meters)                     COMP
 RD1513  Y           -  -3,781,906.594 (meters)                     COMP
 RD1513  Z           -   4,507,262.681 (meters)                     COMP
 RD1513  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 RD1513  ELLIP HEIGHT-          37.141 (meters)          (02/10/07) ADJUSTED
 RD1513  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 RD1513  DYNAMIC HT  -          60.158 (meters)     197.37  (feet)  COMP
 RD1513
 RD1513  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 RD1513  Type    PID    Designation                      North   East  Ellip
 RD1513  -------------------------------------------------------------------
 RD1513  NETWORK RD1513 AURORA PORT AZ MK                 0.57   0.39   1.76
 RD1513  -------------------------------------------------------------------
 RD1513  MODELED GRAV-     980,589.7   (mgal)                       NAVD 88
 RD1513
 RD1513  VERT ORDER  -  FIRST     CLASS II
 RD1513
 RD1513.This mark is at Aurora State Airport (3S2)
 RD1513
 RD1513.The horizontal coordinates were established by GPS observations
 RD1513.and adjusted by the National Geodetic Survey in February 2007.
 RD1513
 RD1513.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 RD1513.See www.ngs.noaa.gov/NationalReadjustment for more information.
 RD1513.The horizontal coordinates are valid at the epoch date displayed above.
 RD1513.The epoch date for horizontal control is a decimal equivalence
 RD1513.of Year/Month/Day.
 RD1513
 RD1513.The orthometric height was determined by differential leveling
 RD1513.and adjusted in June 1991.
 RD1513
 RD1513.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RD1513
 RD1513.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1513
 RD1513.The ellipsoidal height was determined by GPS observations
 RD1513.and is referenced to NAD 83.
 RD1513
 RD1513.The geoid height was determined by GEOID03.
 RD1513
 RD1513.The dynamic height is computed by dividing the NAVD 88
 RD1513.geopotential number by the normal gravity value computed on the
 RD1513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1513.degrees latitude (g = 980.6199 gals.).
 RD1513
 RD1513.The modeled gravity was interpolated from observed gravity values.
 RD1513
 RD1513;                    North         East     Units Scale Factor Converg.
 RD1513;SPC OR N     -   178,846.448 2,321,970.592   MT  0.99989568   -1 36 31.6
 RD1513;SPC OR N     -   586,766.56  7,618,013.75   iFT  0.99989568   -1 36 31.6
 RD1513;UTM  10      - 5,011,153.408   518,166.815   MT  0.99960406   +0 09 52.0
 RD1513
 RD1513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1513!SPC OR N     -   0.99999418  x   0.99989568  =   0.99988986
 RD1513!UTM  10      -   0.99999418  x   0.99960406  =   0.99959824
 RD1513
 RD1513:                Primary Azimuth Mark                     Grid Az
 RD1513:SPC OR N     -  AURORA PORT                              188 41 05.4
 RD1513:UTM  10      -  AURORA PORT                              186 54 41.8
 RD1513
 RD1513|---------------------------------------------------------------------|
 RD1513| PID    Reference Object                     Distance      Geod. Az  |
 RD1513|                                                           dddmmss.s |
 RD1513| RD1512 AURORA PORT                         APPROX. 1.2 KM 1870433.8 |
 RD1513|---------------------------------------------------------------------|
 RD1513
 RD1513                          SUPERSEDED SURVEY CONTROL
 RD1513
 RD1513  NAD 83(1998)-  45 15 13.10548(N)    122 46 06.52212(W) AD(       ) 1
 RD1513  ELLIP H (07/02/01)   37.169  (m)                       GP(       ) 3 2
 RD1513  NAD 83(1998)-  45 15 13.10542(N)    122 46 06.52216(W) AD(       ) 1
 RD1513  ELLIP H (07/02/97)   37.174  (m)                       GP(       ) 3 1
 RD1513  NAVD 88 (07/02/97)   60.16   (m)          197.4    (f) LEVELING    3  
 RD1513
 RD1513.Superseded values are not recommended for survey control.
 RD1513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1513.See file dsdata.txt to determine how the superseded data were derived.
 RD1513
 RD1513_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1816711153(NAD 83)
 RD1513_MARKER: I = METAL ROD
 RD1513_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 RD1513_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 RD1513_STAMPING: AURORA PORT AZ MK 1987
 RD1513_MARK LOGO: NGS   
 RD1513_PROJECTION: FLUSH
 RD1513_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD1513_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RD1513_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD1513+SATELLITE: SATELLITE OBSERVATIONS - October 28, 1997
 RD1513_ROD/PIPE-DEPTH: 10.2 meters
 RD1513_SLEEVE-DEPTH  : 0.9 meters
 RD1513
 RD1513  HISTORY     - Date     Condition        Report By
 RD1513  HISTORY     - 1987     MONUMENTED       NGS
 RD1513  HISTORY     - 19960825 GOOD             CHANCE
 RD1513  HISTORY     - 19971028 GOOD             NGS
 RD1513
 RD1513                          STATION DESCRIPTION
 RD1513
 RD1513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 RD1513'15.5 KM (9.65 MI) NE FROM WOODBURN.
 RD1513'12.0 KM (7.45 MI) NORTHEASTERLY ALONG STATE HIGHWAY 99E FROM ITS
 RD1513'JUNCTION WITH LINCOLN STREET IN WOODBURN, THENCE 0.5 KM (0.30 MI)
 RD1513'NORTHWESTERLY ALONG EHLEN ROAD, THENCE 1.0 KM (0.60 MI) NORTHERLY
 RD1513'ALONG AIRPORT ROAD, THENCE 0.5 KM (0.30 MI) WEST ALONG OTTOWAY ROAD,
 RD1513'THENCE 0.3 KM (0.20 MI) NORTH AND WEST ALONG THE AIRPORT ENTRANCE
 RD1513'ROAD, THENCE 1.2 KM (0.75 MI) NORTHERLY ALONG THE AURORA MUNICIPAL
 RD1513'AIRPORT TAXIWAY, 32.3 M (106.0 FT) EAST OF THE CENTERLINE OF THE
 RD1513'RUNWAY, 28.4 M (93.2 FT) WEST OF THE CENTERLINE OF THE TAXIWAY, AND
 RD1513'22.4 M (73.5 FT) SOUTH OF THE CENTERLINE OF THE RUNWAY ENTRANCE ROAD
 RD1513'AT THE NORTH END OF THE RUNWAY.  NOTE--ACCESS TO DATUM POINT IS HAD
 RD1513'THROUGH A 5-INCH LOGO CAP.
 RD1513'THE MARK IS ABOVE LEVEL WITH THE RUNWAY.
 RD1513
 RD1513                          STATION RECOVERY (1996)
 RD1513
 RD1513'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 RD1513'THE STATION IS LOCATED 11 MILES (17.7 KM) SOUTHWEST OF OREGON CITY, 4
 RD1513'MILES (6.4 KM) WEST SOUTHWEST OF CANBY AND 1.5 MILES (2.4 KM)
 RD1513'NORTHWEST OF AURORA AT THE AURORA STATE AIRPORT, BETTY STANSWOOD -
 RD1513'AIRPORT OPERATIONS MANAGER, PHONE 503-378-4880  TO REACH THE STATION
 RD1513'FROM THE JUNCTION OF INTERSTATE 5 AND EHLEN ROAD (EXIT 278) WEST OF
 RD1513'AURORA, PROCEED EAST ON EHLEN ROAD 1.65 MILES (2.66 KM) TO
 RD1513'INTERSECTION WITH WILSONVILLE HUBBARD HIGHWAY (UNMARKED) , TURN LEFT
 RD1513'AND PROCEED NORTH ON THE UNMARKED HIGHWAY 0.5 MILES (0.8 KM) TO KIEL
 RD1513'ROAD, TURN RIGHT AND FOLLOW KIEL ROAD EAST, THEN NORTH, THEN EAST 0.45
 RD1513'MILES (0.72 KM) TO AN AIRPORT ENTRANCE DRIVE ON THE LEFT, TURN LEFT
 RD1513'AND PROCEED NORTH 0.1 MILES (0.2 KM) TO A TAXIWAY ON THE LEFT LEADING
 RD1513'WEST BETWEEN TWO T-HANGARS, TURN LEFT AND PROCEED WEST 0.05 TO A
 RD1513'NORTH-SOUTH TAXIWAY, TURN LEFT AND PROCEED SOUTH 150 FT (45.7 M) TO
 RD1513'THE JUNCTION WITH THE MAIN TAXIWAY AT AN -S- TURN, TURN RIGHT AND
 RD1513'PROCEED WEST THEN NORTH ON MAIN TAXIWAY 0.75 MILES (1.21 KM) TO THE
 RD1513'STATION ON THE LEFT BETWEEN THE TAXIWAY AND RUNWAY  THE STATION IS THE
 RD1513'TOP CENTER OF A SLEEVED STAINLESS STEEL ROD, ACCESS IS HAD THROUGH A 5
 RD1513'INCH LOGO CAP, THE LOGO CAP IS SET FLUSH WITH THE GROUND.  THE STATION
 RD1513'IS LOCATED 32.3 M (106.0 FT) EAST OF THE CENTERLINE OF THE RUNWAY,
 RD1513'22.4 M (73.5 FT) SOUTH OF THE CENTERLINE OF THE CONNECTOR TAXIWAY,
 RD1513'28.5 M (93.5 FT) WEST OF THE CENTERLINE OF THE MAIN TAXIWAY, 35.05 M
 RD1513'(114.99 FT) SOUTHEAST OF THE EASTERNMOST OF THREE THRESHOLD LIGHTS AND
 RD1513'38.6 M (126.6 FT) SOUTH OF THE LIGHT POST SUPPORTING THE REIL.  13.1 M
 RD1513'(43.0 FT) SOUTHEAST OF THE EASTERNMOST TAXI LIGHT, 31.0 M (101.7 FT)
 RD1513'NORTH OF RUNWAY LIGHT 30 - 1ST LIGHT SOUTH OF NORTH END  THE STATION
 RD1513'IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION (SACS) - OREGON
 RD1513'ANA SURVEYS 1996
 RD1513
 RD1513                          STATION RECOVERY (1997)
 RD1513
 RD1513'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 RD1513'THE STATION IS LOCATED 17.7 KM (11.00 MI) SOUTHWEST OF OREGON CITY,
 RD1513'6.4 KM (3.95 MI) WEST-SOUTHWEST OF CANBY AND 2.4 KM (1.50 MI)
 RD1513'NORTHWEST OF AURORA AT THE AURORA STATE AIRPORT.  OWNERSHIP --AURORA
 RD1513'STATE AIRPORT--, ANN CROOK, AIRPORT MANAGER, PHONE 503-378-4880.  TO
 RD1513'REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 5 AND EHLEN
 RD1513'ROAD (EXIT 278) ABOUT 3 MILES (4.8 KM) WEST OF AURORA, PROCEED
 RD1513'EASTERLY ON EHLEN ROAD FOR 2.66 KM (1.65 MI) TO THE INTERSECTION WITH
 RD1513'THE WILSONVILLE HUBBARD HIGHWAY (UNMARKED) , CONTINUE AHEAD, EAST, ON
 RD1513'EHLEN ROAD NE FOR 1.2 KM (0.75 MI) TO A PAVED ROAD LEFT.  TURN LEFT,
 RD1513'AND GO NORTHERLY ON AIRPORT ROAD NE FOR 0.97 KM (0.60 MI) TO A PAVED
 RD1513'ROAD LEFT.  CONTINUE AHEAD NORTHERLY ON AIRPORT ROAD NE FOR 1.13 KM
 RD1513'(0.70 MI) TO A PAVED ROAD LEFT LEADING TO AURORA AVIATION.  TURN LEFT
 RD1513'ON AIRPORT ENTRANCE ROAD AND GO WEST FOR 0.16 KM (0.10 MI) TO A GATE
 RD1513'IN A CHAINLINK FENCE JUST NORTH OF AURORA AVIATION BUILDING. CONTINUE
 RD1513'AHEAD (WEST) THROUGH THE GATE, ACROSS THE PARKING APRON THEN CONNECTOR
 RD1513'TAXIWAY FOR 0.16 KM (0.10 MI) TO THE INTERSECTION OF A NORTH-SOUTH
 RD1513'PARALLEL TAXIWAY.  TURN RIGHT AND GO NORTHERLY ON PARALLEL TAXIWAY FOR
 RD1513'0.32 KM (0.20 MI) TO A T-JUNCTION WITH AN EAST-WEST TAXIWAY AND THE
 RD1513'STATION ON THE LEFT BETWEEN THE TAXIWAY AND THE RUNWAY AND JUST SOUTH
 RD1513'OF THE CONNECTOR TAXIWAY.  THE STATION IS A PUNCH POINT IN THE TOP
 RD1513'CENTER OF A SLEEVED STAINLESS STEEL ROD, ACCESS IS THROUGH A 5 INCH
 RD1513'LOGO CAP WHICH IS SET FLUSH WITH THE GROUND.  THE STATION IS LOCATED
 RD1513'38.6 M (126.6 FT) SOUTH OF THE LIGHT POST SUPPORTING A REIL LIGHT,
 RD1513'35.1 M (115.2 FT) SOUTHEAST OF THE EASTERNMOST ONE OF THREE RED-GREEN
 RD1513'THRESHOLD LIGHTS, 32.3 M (106.0 FT) EAST OF THE CENTERLINE OF THE
 RD1513'RUNWAY, 28.5 M (93.5 FT) WEST OF THE CENTERLINE OF THE MAIN TAXIWAY,
 RD1513'22.4 M (73.5 FT) SOUTH OF THE CENTERLINE OF THE CONNECTOR TAXIWAY, AND
 RD1513'13.1 M (43.0 FT) SOUTHEAST OF THE EASTERNMOST TAXI LIGHT.  NOTE--THIS
 RD1513'STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION (SACS) .
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC1059 ***********************************************************************
 QC1059  DESIGNATION -  AUSTIN
 QC1059  PID         -  QC1059
 QC1059  STATE/COUNTY-  OR/GRANT
 QC1059  USGS QUAD   -  BATES (1996)
 QC1059
 QC1059                         *CURRENT SURVEY CONTROL
 QC1059  ___________________________________________________________________
 QC1059* NAD 83(2007)-  44 34 25.99396(N)    118 30 03.84755(W)     ADJUSTED  
 QC1059* NAVD 88     -      1293.3    (meters)    4243.     (feet)  VERTCON   
 QC1059  ___________________________________________________________________
 QC1059  EPOCH DATE  -        2007.00
 QC1059  X           -  -2,172,033.600 (meters)                     COMP
 QC1059  Y           -  -4,000,210.303 (meters)                     COMP
 QC1059  Z           -   4,454,635.752 (meters)                     COMP
 QC1059  LAPLACE CORR-           1.33  (seconds)                    DEFLEC99
 QC1059  ELLIP HEIGHT-        1275.379 (meters)          (02/10/07) ADJUSTED
 QC1059  GEOID HEIGHT-         -17.44  (meters)                     GEOID03
 QC1059
 QC1059  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 QC1059  Type    PID    Designation                      North   East  Ellip
 QC1059  -------------------------------------------------------------------
 QC1059  NETWORK QC1059 AUSTIN                            1.98   1.65   7.08
 QC1059  -------------------------------------------------------------------
 QC1059
 QC1059.The horizontal coordinates were established by GPS observations
 QC1059.and adjusted by the National Geodetic Survey in February 2007.
 QC1059
 QC1059.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 QC1059.See www.ngs.noaa.gov/NationalReadjustment for more information.
 QC1059.The horizontal coordinates are valid at the epoch date displayed above.
 QC1059.The epoch date for horizontal control is a decimal equivalence
 QC1059.of Year/Month/Day.
 QC1059
 QC1059.The NAVD 88 height was computed by applying the VERTCON shift value to
 QC1059.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QC1059
 QC1059.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QC1059
 QC1059.The Laplace correction was computed from DEFLEC99 derived deflections.
 QC1059
 QC1059.The ellipsoidal height was determined by GPS observations
 QC1059.and is referenced to NAD 83.
 QC1059
 QC1059.The geoid height was determined by GEOID03.
 QC1059
 QC1059;                    North         East     Units Scale Factor Converg.
 QC1059;SPC OR N     -   102,776.547 2,658,748.781   MT  0.99994810   +1 25 03.4
 QC1059;SPC OR N     -   337,193.40  8,722,929.07   iFT  0.99994810   +1 25 03.4
 QC1059;UTM  11      - 4,936,712.256   380,818.993   MT  0.99977467   -1 03 13.0
 QC1059
 QC1059!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QC1059!SPC OR N     -   0.99980007  x   0.99994810  =   0.99974818
 QC1059!UTM  11      -   0.99980007  x   0.99977467  =   0.99957478
 QC1059
 QC1059                          SUPERSEDED SURVEY CONTROL
 QC1059
 QC1059  NAD 83(1998)-  44 34 25.99281(N)    118 30 03.84517(W) AD(       ) 1
 QC1059  ELLIP H (07/05/01) 1275.438  (m)                       GP(       ) 4 2
 QC1059  NAD 83(1991)-  44 34 25.99136(N)    118 30 03.84357(W) AD(       ) 1
 QC1059  NGVD 29 (08/13/92) 1292.1    (m)         4239.     (f) GPS OBS     3  
 QC1059
 QC1059.Superseded values are not recommended for survey control.
 QC1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC1059.See file dsdata.txt to determine how the superseded data were derived.
 QC1059
 QC1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK8081936712(NAD 83)
 QC1059_MARKER: DB = BENCH MARK DISK
 QC1059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC1059_SP_SET: CONCRETE POST
 QC1059_STAMPING: AUSTIN 1991
 QC1059_MARK LOGO: ORDT  
 QC1059_MAGNETIC: N = NO MAGNETIC MATERIAL
 QC1059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC1059+STABILITY: SURFACE MOTION
 QC1059_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QC1059+SATELLITE: SATELLITE OBSERVATIONS - 1991
 QC1059
 QC1059  HISTORY     - Date     Condition        Report By
 QC1059  HISTORY     - 1991     MONUMENTED       NGS
 QC1059
 QC1059                          STATION DESCRIPTION
 QC1059
 QC1059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 QC1059'THE STATION IS LOCATED ABOUT 15.5 MILES NORTHEAST OF PRAIRE CITY AT
 QC1059'THE JUNCTION OF US HIGHWAY 26 AND STATE HIGHWAY 7.
 QC1059'THE STATION IS AN OREGON HIGHWAY DEPARTMENT BENCH MARK DISK SET INTO A
 QC1059'CONCRETE MONUMENT THAT IS 40 CM IN DIAMETER AND IS FLUSH WITH THE
 QC1059'GROUND.  THE MARK IS 22.3 METERS (73.16 FT.) NORTH OF THE CENTERLINE
 QC1059'OF HIGHWAY 26, 10.5 METERS (34.45 FT.) WEST OF THE CENTERLINE OF
 QC1059'HIGHWAY 7 AND 6.0 METERSNNW OF A STOP SIGN.
 QC1059'THE PROPERTY OWNER IS THE ORDT.
 QC1059'DESCRIBED BY L.L. RIGGERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0928 ***********************************************************************
 NZ0928  DESIGNATION -  AVE
 NZ0928  PID         -  NZ0928
 NZ0928  STATE/COUNTY-  OR/JOSEPHINE
 NZ0928  USGS QUAD   -  GLENDALE (1986)
 NZ0928
 NZ0928                         *CURRENT SURVEY CONTROL
 NZ0928  ___________________________________________________________________
 NZ0928* NAD 83(1991)-  42 38 08.90275(N)    123 23 06.28659(W)     ADJUSTED  
 NZ0928* NAVD 88     -       363.698  (meters)    1193.23   (feet)  ADJUSTED  
 NZ0928  ___________________________________________________________________
 NZ0928  LAPLACE CORR-           6.04  (seconds)                    DEFLEC99
 NZ0928  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 NZ0928  DYNAMIC HT  -         363.580 (meters)    1192.85  (feet)  COMP
 NZ0928  MODELED GRAV-     980,288.7   (mgal)                       NAVD 88
 NZ0928
 NZ0928  HORZ ORDER  -  SECOND
 NZ0928  VERT ORDER  -  FIRST     CLASS II
 NZ0928
 NZ0928.The horizontal coordinates were established by classical geodetic methods
 NZ0928.and adjusted by the National Geodetic Survey in October 1991.
 NZ0928
 NZ0928.The orthometric height was determined by differential leveling
 NZ0928.and adjusted in June 1991.
 NZ0928
 NZ0928.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ0928
 NZ0928.The geoid height was determined by GEOID03.
 NZ0928
 NZ0928.The dynamic height is computed by dividing the NAVD 88
 NZ0928.geopotential number by the normal gravity value computed on the
 NZ0928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0928.degrees latitude (g = 980.6199 gals.).
 NZ0928
 NZ0928.The modeled gravity was interpolated from observed gravity values.
 NZ0928
 NZ0928;                    North         East     Units Scale Factor Converg.
 NZ0928;SPC OR S     -   111,730.472 1,263,424.752   MT  0.99993756   -1 58 25.8
 NZ0928;SPC OR S     -   366,569.79  4,145,094.33   iFT  0.99993756   -1 58 25.8
 NZ0928;UTM  10      - 4,720,444.862   468,428.038   MT  0.99961226   -0 15 39.0
 NZ0928
 NZ0928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NZ0928!SPC OR S     -   0.99994671  x   0.99993756  =   0.99988428
 NZ0928!UTM  10      -   0.99994671  x   0.99961226  =   0.99955899
 NZ0928
 NZ0928:                Primary Azimuth Mark                     Grid Az
 NZ0928:SPC OR S     -  SEXTON                                   159 52 47.5
 NZ0928:UTM  10      -  SEXTON                                   158 10 00.7
 NZ0928
 NZ0928|---------------------------------------------------------------------|
 NZ0928| PID    Reference Object                     Distance      Geod. Az  |
 NZ0928|                                                           dddmmss.s |
 NZ0928| NZ1210 SEXTON                              APPROX. 4.3 KM 1575421.7 |
 NZ0928|---------------------------------------------------------------------|
 NZ0928
 NZ0928                          SUPERSEDED SURVEY CONTROL
 NZ0928
 NZ0928  NAD 83(1986)-  42 38 08.88145(N)    123 23 06.30563(W) AD(       ) 2
 NZ0928  NAD 27      -  42 38 09.45720(N)    123 23 02.07000(W) AD(       ) 2
 NZ0928  NGVD 29 (07/19/86)  362.8    (m)         1190.     (f) VERT ANG    3  
 NZ0928
 NZ0928.Superseded values are not recommended for survey control.
 NZ0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0928.See file dsdata.txt to determine how the superseded data were derived.
 NZ0928
 NZ0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN6842820445(NAD 83)
 NZ0928_MARKER: DS = TRIANGULATION STATION DISK
 NZ0928_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 NZ0928_SP_SET: BRIDGE WALKWAY
 NZ0928_STAMPING: AVE 1962
 NZ0928_MARK LOGO: ORHD  
 NZ0928_MAGNETIC: N = NO MAGNETIC MATERIAL
 NZ0928_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0928
 NZ0928  HISTORY     - Date     Condition        Report By
 NZ0928  HISTORY     - 1962     MONUMENTED       ORDT
 NZ0928  HISTORY     - 1987     GOOD             NGS
 NZ0928  HISTORY     - 19950303 GOOD             NGS
 NZ0928
 NZ0928                          STATION DESCRIPTION
 NZ0928
 NZ0928'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1962 (FN)
 NZ0928'THE STATION IS 0.35 MILE NORTH OF SUNNY VALLEY, ON THE WEST SIDE
 NZ0928'OF THE HIGHWAY BRIDGE OVER GRAVE CREEK.
 NZ0928'
 NZ0928'TO REACH THE STATION FROM THE POST OFFICE IN SUNNY VALLEY, GO
 NZ0928'NORTH ON U.S. HIGHWAY 99 FOR 0.35 MILE TO BRIDGE ACROSS GRAVE CREEK.
 NZ0928'
 NZ0928'THE STATION MARK, STAMPED AVE USC AND GS 1962, IS A STATE HIGHWAY
 NZ0928'SURVEY STATION MARK DISC CEMENTED IN A DRILL HOLE IN THE SIDEWALK ON
 NZ0928'THE WEST SIDE OF THE BRIDGE.  IT IS 16 FEET WEST OF THE CENTERLINE
 NZ0928'OF THE HIGHWAY, 174 FEET SOUTH OF THE NORTH END OF THE BRIDGE, AND
 NZ0928'133 FEET NORTH OF THE SOUTH END OF THE BRIDGE.
 NZ0928'
 NZ0928'THERE WERE NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.
 NZ0928'
 NZ0928'THE STATION WAS MARKED IN 1962 AND OCCUPIED IN 1963.
 NZ0928
 NZ0928                          STATION RECOVERY (1987)
 NZ0928
 NZ0928'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 NZ0928'IN SUNNY VALLEY.
 NZ0928'IN SUNNY VALLEY, AT THE INTERSTECTION OF INTERSTATE HIGHWAY 5 AND
 NZ0928'GRAVE CREEK, NEAR THE CENTER OF THE WEST WALKWAY OF THE SOUTHBOUND
 NZ0928'HIGHWAY BRIDGE SPANNING THE CREEK, 41.2 M (135.2 FT) NORTH OF THE
 NZ0928'SOUTH END OF THE BRIDGE, AND 4.3 M (14.1 FT) WEST OF THE CENTERLINE
 NZ0928'OF THE SOUTHBOUND LANES OF THE HIGHWAY.
 NZ0928'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 NZ0928
 NZ0928                          STATION RECOVERY (1995)
 NZ0928
 NZ0928'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (LLR)
 NZ0928'THIS MARK WAS RECOVERED IN GOOD CONDITION.  HOWEVER IT WILL SOON BE
 NZ0928'DESTROYED WHEN BRIDGE IS WORKED ON.  THE ELEVATION WAS TRANSFERED TO A
 NZ0928'608.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0106 ***********************************************************************
 RC0106  DESIGNATION -  AVIS
 RC0106  PID         -  RC0106
 RC0106  STATE/COUNTY-  OR/GILLIAM
 RC0106  USGS QUAD   -  ARLINGTON (1971)
 RC0106
 RC0106                         *CURRENT SURVEY CONTROL
 RC0106  ___________________________________________________________________
 RC0106* NAD 83(1991)-  45 43 14.81368(N)    120 09 58.52819(W)     ADJUSTED  
 RC0106* NAVD 88     -       281.914  (meters)     924.91   (feet)  ADJUSTED  
 RC0106  ___________________________________________________________________
 RC0106  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 RC0106  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 RC0106  DYNAMIC HT  -         281.912 (meters)     924.91  (feet)  COMP
 RC0106  MODELED GRAV-     980,600.3   (mgal)                       NAVD 88
 RC0106
 RC0106  HORZ ORDER  -  SECOND
 RC0106  VERT ORDER  -  FIRST     CLASS I
 RC0106
 RC0106.The horizontal coordinates were established by classical geodetic methods
 RC0106.and adjusted by the National Geodetic Survey in October 1991.
 RC0106
 RC0106.The orthometric height was determined by differential leveling
 RC0106.and adjusted in June 1991.
 RC0106.WARNING-Repeat measurements at this control monument indicate possible
 RC0106.vertical movement.
 RC0106
 RC0106.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC0106
 RC0106.The geoid height was determined by GEOID03.
 RC0106
 RC0106.The dynamic height is computed by dividing the NAVD 88
 RC0106.geopotential number by the normal gravity value computed on the
 RC0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0106.degrees latitude (g = 980.6199 gals.).
 RC0106
 RC0106.The modeled gravity was interpolated from observed gravity values.
 RC0106
 RC0106;                    North         East     Units Scale Factor Converg.
 RC0106;SPC OR N     -   228,314.630 2,525,980.894   MT  0.99994100   +0 14 12.1
 RC0106;SPC OR N     -   749,063.75  8,287,338.89   iFT  0.99994100   +0 14 12.1
 RC0106;SPC WA S     -    43,120.447   525,983.136   MT  1.00002741   +0 14 32.7
 RC0106;SPC WA S     -   141,471.00  1,725,663.01   sFT  1.00002741   +0 14 32.7
 RC0106;UTM  10      - 5,066,931.026   720,522.147   MT  1.00019791   +2 01 46.6
 RC0106
 RC0106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC0106!SPC OR N     -   0.99995919  x   0.99994100  =   0.99990020
 RC0106!SPC WA S     -   0.99995919  x   1.00002741  =   0.99998660
 RC0106!UTM  10      -   0.99995919  x   1.00019791  =   1.00015710
 RC0106
 RC0106:                Primary Azimuth Mark                     Grid Az
 RC0106:SPC OR N     -  ARLE                                     020 02 23.0
 RC0106:SPC WA S     -  ARLE                                     020 02 02.4
 RC0106:UTM  10      -  ARLE                                     018 14 48.5
 RC0106
 RC0106|---------------------------------------------------------------------|
 RC0106| PID    Reference Object                     Distance      Geod. Az  |
 RC0106|                                                           dddmmss.s |
 RC0106| RC2503 ARLE                                APPROX. 3.1 KM 0201635.1 |
 RC0106| RC0107 AVIS RM 1                            10.194 METERS 11408     |
 RC0106| RC0105 AVIS RM 2                            10.367 METERS 22807     |
 RC0106| RC2502 ARLINGTON AIRPORT BEACON            APPROX. 1.6 KM 2661544.1 |
 RC0106|---------------------------------------------------------------------|
 RC0106
 RC0106                          SUPERSEDED SURVEY CONTROL
 RC0106
 RC0106  NAD 83(1986)-  45 43 14.82348(N)    120 09 58.52059(W) AD(       ) 2
 RC0106  NAD 27      -  45 43 15.35700(N)    120 09 54.37100(W) AD(       ) 2
 RC0106  NGVD 29 (??/??/92)  280.918  (m)          921.65   (f) ADJ UNCH    1 1
 RC0106
 RC0106.Superseded values are not recommended for survey control.
 RC0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0106.See file dsdata.txt to determine how the superseded data were derived.
 RC0106
 RC0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGR2052266931(NAD 83)
 RC0106_MARKER: DD = SURVEY DISK
 RC0106_SETTING: 80 = SET IN A BOULDER
 RC0106_SP_SET: BOULDER
 RC0106_STAMPING: AVIS 1942
 RC0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0106+STABILITY: SURFACE MOTION
 RC0106
 RC0106  HISTORY     - Date     Condition        Report By
 RC0106  HISTORY     - 1942     MONUMENTED       USE
 RC0106  HISTORY     - 1959     SEE DESCRIPTION  CGS
 RC0106  HISTORY     - 1967     SEE DESCRIPTION  CGS
 RC0106  HISTORY     - 1968     SEE DESCRIPTION  CGS
 RC0106  HISTORY     - 1968     GOOD             NGS
 RC0106  HISTORY     - 1968     GOOD             DOD
 RC0106
 RC0106                          STATION DESCRIPTION
 RC0106
 RC0106'DESCRIBED BY US ENGINEERS 1942 (ANS)
 RC0106'STATION IS LOCATED ABOUT 2.0 MILES SOUTHEASTERLY FROM ARLINGTON,
 RC0106'1.0 MILE S OF THE COLUMBIA RIVER, 300 FEET NE OF THE SW CORNER OF
 RC0106'ARLINGTON AIRPORT.  AND ON THE HIGHEST PART OF A PROMINENT KNOLL.
 RC0106'
 RC0106'STATION, STAMPED AVIS 1942, IS A STANDARD U.S.E. BRONZE DISK
 RC0106'CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS ABOUT FLUSH WITH
 RC0106'THE GROUND.  STATION IS ON THE HIGHEST PART OF KNOLL 4.0 FEET NW
 RC0106'OF A WHITE REFERENCE POST.
 RC0106'
 RC0106'THERE IS NO UNDERGROUND MARK.
 RC0106'
 RC0106'REFERENCE MARK NO.1, STAMPED AVIS NO.1 1942, IS A STANDARD
 RC0106'U.S.E. BRONZE DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS
 RC0106'FLUSH WITH THE GROUND.  IT IS ABOUT THE SAME ELEVATION AS THE
 RC0106'STATION.
 RC0106'
 RC0106'REFERENCE MARK NO.2, STAMPED AVIS NO.2 1942, IS A STANDARD
 RC0106'U.S.E. BRONZE DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS
 RC0106'FLUSH WITH THE GROUND.  IT IS ABOUT THE SAME ELEVATION AS THE
 RC0106'STATION.
 RC0106'
 RC0106'STATION ARLE (U.S.E.) WAS USED AS AZIMUTH MARK.
 RC0106'
 RC0106'STATION IS REACHED AS FOLLOWS--
 RC0106'
 RC0106'FROM JUNCTION OF U.S. HIGHWAY 30 AND OREGON STATE HIGHWAY 19 IN
 RC0106'ARLINGTON GO S ON OREGON STATE HIGHWAY 19 FOR 0.9 MILE TO A SIDE
 RC0106'ROAD ON THE LEFT (E).  TURN LEFT (E) ON SIDE ROAD TO AIRPORT AND
 RC0106'GO 1.5 MILES TO TRACK ROAD ALONG THE W BOUNDARY OF AIRPORT.  TURN
 RC0106'RIGHT (S) ON TRACK ROAD AND GO 0.3 MILE TOWARD TOP OF KNOLL.
 RC0106'FROM THIS POINT STATION IS 300 FEET E AT HIGHEST PART OF KNOLL.
 RC0106
 RC0106                          STATION RECOVERY (1959)
 RC0106
 RC0106'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LGT)
 RC0106'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 RC0106'
 RC0106'THE STATION IS A U.S. ARMY ENGINEERS CONTROL STATION DISK
 RC0106'STAMPED AVIS 1942 SET IN A BOULDER AND IS ABOUT 4 INCHES
 RC0106'UNDERGROUND.  THE STATION IS ABOUT 2 FEET WEST OF A WHITE WITNESS
 RC0106'POST.
 RC0106'
 RC0106'REFERENCE MARK NUMBER ONE IS A U.S. ARMY ENGINEERS REFERENCE MARK
 RC0106'DISK STAMPED AVIS RM 1 1942 SET IN A BOULDER AND IS ABOUT 4 INCHES
 RC0106'UNDERGROUND.  IT IS ON THE SAME LEVEL WITH AND SOUTHEAST OF THE
 RC0106'STATION MARK.  IT IS ALSO ONE FOOT NORTH OF A WHITE WITNESS POST.
 RC0106'
 RC0106'REFERENCE MARK NUMBER TWO IS A U.S. ARMY ENGINEERS REFERENCE MARK
 RC0106'DISK STAMPED AVIS RM 2 1942 SET IN A BOULDER AND IS ABOUT 4 INCHES
 RC0106'UNDERGROUND.  IT IS ON THE SAME LEVEL WITH AND SOUTHEAST OF THE
 RC0106'STATION MARK.  IT IS ALSO ABOUT ONE FOOT NORTHEAST OF A WHITE
 RC0106'WITNESS POST.
 RC0106'
 RC0106'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND
 RC0106'OREGON STATE HIGHWAY 19 AT THE SOUTH END OF ARLINGTON, OREGON, GO
 RC0106'SOUTH ON OREGON STATE HIGHWAY 19 FOR 0.9 MILE TO A SIDE ROAD ON THE
 RC0106'LEFT OR EAST SIDE OF THE HIGHWAY.  TURN LEFT ONTO THE SIDE ROAD
 RC0106'AND GO FOR 0.2 MILE TO A FORK.  TAKE THE RIGHT FORK UPHILL,
 RC0106'FOLLOWING THE MAIN TRAVELED ROAD TO ARLINGTON AIRPORT, FOR 0.85
 RC0106'MILE TO A ROAD FORK.  TAKE THE RIGHT FORK THAT LEADS DIRECTLY
 RC0106'TOWARD THE SOUTHEAST CORNER OF ARLINGTON AIRPORT FOR 0.6 MILE TO A
 RC0106'FENCE CORNER.  PARK THE TRUCK HERE, CLIMB OVER THE FENCE,
 RC0106'AND PACK ABOUT 100 YARDS NORTHWEST FROM THE FENCE CORNER TO THE
 RC0106'TOP OF THE SMALL KNOLL AND THE STATION.
 RC0106'
 RC0106'THE DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS WERE NOT
 RC0106'MEASURED AT THIS TIME.
 RC0106
 RC0106                          STATION RECOVERY (1967)
 RC0106
 RC0106'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (RBM)
 RC0106'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 RC0106'AS DESCRIBED IN 1942 AND 1959.
 RC0106'
 RC0106'THE STATION IS 2.5 FEET WEST OF A WOODEN WITNESS POST AND 1.2
 RC0106'FEET NORTH-NORTHEAST OF A STEEL PICKET WITNESS POST.
 RC0106'
 RC0106'TO REACH FROM LOCUST STREET AND COTTONWOOD STREET IN ARLINGTON,
 RC0106'GO SOUTH ALONG LOCUST STREET (STATE HWY. 19) FOR 1.0 MILE, TURN
 RC0106'LEFT ON A SIDE ROAD, GO 0.2 MILE TO A ROAD FORK, TAKE LEFT FORK,
 RC0106'GO 0.1 MILE TO A ROAD FORK, TAKE RIGHT FORK, GO 0.3 MILE TO A ROAD
 RC0106'FORK, TAKE RIGHT FORK, CONTINUE UPHILL FOR 0.5 MILE TO A ROAD,
 RC0106'CONTINUE STRAIGHT AHEAD FOR 0.5 MILE TO ANOTHER ROAD FORK,
 RC0106'CONTINUE STRAIGHT AHEAD FOR 0.2 MILE TO THE SOUTHWEST SIDE OF THE
 RC0106'AIRPORT RUNWAY, TURN RIGHT, GO 0.2 MILE ALONG SOUTHWEST SIDE OF
 RC0106'THE RUNWAY FOR 0.2 MILE, TURN RIGHT (SOUTHWEST) ACROSS
 RC0106'COUNTRY FOR 0.2 MILE TO THE TOP OF THE HILL AND THE STATION.
 RC0106
 RC0106                          STATION RECOVERY (1968)
 RC0106
 RC0106'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (CS)
 RC0106'0.85 MILE SOUTH ALONG STATE HIGHWAY 19 FROM THE POST OFFICE AT
 RC0106'ARLINGTON, THENCE 1.45 MILES EAST AND NORTH ALONG AIRPORT ROAD,
 RC0106'THENCE 0.35 MILE EAST ALONG A TRACK ROAD AND FENCE LINE, NEAR THE
 RC0106'SOUTHWEST CORNER OF THE ARLINGTON AIRPORT, IN THE TOP OF A SMALL
 RC0106'BOULDER WHICH IS ABOUT 0.1 FOOT UNDERGROUND, 378 FEET NORTH OF
 RC0106'THE CENTER LINE OF THE ROAD, 409 FEET NORTH-NORTHWEST OF A FENCE
 RC0106'CORNER 367 FEET NORTH OF A FENCE, 33.51 FEET WEST-NORTHWEST OF
 RC0106'R.M. 1, 34.05 FEET NORTHEAST OF R.M. 2, 1.2 FEET NORTH OF A
 RC0106'WITNESS POST, AND ABOUT 10 FEET HIGHER THAN THE ROAD.  USE TRI.
 RC0106'STA. DISK
 RC0106'
 RC0106'0.85 MILE SOUTH ALONG STATE HIGHWAY 19 FROM THE POST OFFICE
 RC0106'AT ARLINGTON, THENCE 1.45 MILES EAST AND NORTH ALONG AIRPORT
 RC0106'ROAD, THENCE 0.35 MILE EAST ALONG A TRACK ROAD AND A FENCE LINE,
 RC0106'IN THE TOP OF A SMALL BOULDER, 33.51 FEET EAST-SOUTHEAST OF THE
 RC0106'STATION, 350 FEET NORTH OF THE ROAD, 339 FEET NORTH OF THE FENCE,
 RC0106'56.55 FEET EAST OF R.M. 2, AND ABOUT 10 FEET HIGHER THAN THE
 RC0106'ROAD.  AVIS RM 1 USE
 RC0106'
 RC0106'0.85 MILE SOUTH ALONG STATE HIGHWAY 19 FROM THE POST OFFICE
 RC0106'AT ARLINGTON, THENCE 1.45 MILES EAST AND NORTH ALONG AIRPORT
 RC0106'ROAD, THENCE 0.35 MILE EAST ALONG A TRACK ROAD AND FENCE LINE,
 RC0106'IN THE TOP OF A SMALL BOULDER WHICH IS ABOUT 0.1 FOOT UNDERGROUND,
 RC0106'34.05 FEET SOUTHWEST OF THE STATION, 350 FEET NORTH OF THE ROAD,
 RC0106'339 FEET NORTH OF THE FENCE, 56.55 FEET WEST OF R.M. 1, AND
 RC0106'ABOUT 10 FEET HIGHER THAN THE ROAD, AVIS RM 2 USE
 RC0106
 RC0106                          STATION RECOVERY (1968)
 RC0106
 RC0106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 RC0106'2.65 MI SE FROM ARLINGTON.
 RC0106'0.85 MILE SOUTH ALONG STATE HIGHWAY 19 FROM THE POST OFFICE AT
 RC0106'ARLINGTON, THENCE 1.45 MILES EAST AND NORTH ALONG AIRPORT ROAD, THENCE
 RC0106'0.35 MILE EAST ALONG A TRACK ROAD AND FENCE LINE, NEAR THE SOUTHWEST
 RC0106'CORNER OF THE ARLINGTON AIRPORT, IN THE TOP OF A SMALL BOULDER WHICH
 RC0106'IS ABOUT 0.1 FOOT UNDERGROUND, 378 FEET NORTH OF THE CENTER LINE OF
 RC0106'THE ROAD, 409 FEET NORTH-NORTHWEST OF A FENCE CORNER, 367 FEET NORTH
 RC0106'OF A FENCE, 33.51 FEET WEST-NORTHWEST OF R.M. 1, 34.05 FEET NORTHEAST
 RC0106'OF R.M. 2, 1.2 FEET NORTH OF A WITNESS POST, AND ABOUT 10 FEET HIGHER
 RC0106'THAN THE ROAD.
 RC0106
 RC0106                          STATION RECOVERY (1968)
 RC0106
 RC0106'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 RC0106'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0107 ***********************************************************************
 RC0107  DESIGNATION -  AVIS RM 1
 RC0107  PID         -  RC0107
 RC0107  STATE/COUNTY-  OR/GILLIAM
 RC0107  USGS QUAD   -  ARLINGTON (1971)
 RC0107
 RC0107                         *CURRENT SURVEY CONTROL
 RC0107  ___________________________________________________________________
 RC0107* NAD 83(1986)-  45 43 14.     (N)    120 09 57.     (W)     SCALED    
 RC0107* NAVD 88     -       281.741  (meters)     924.35   (feet)  ADJUSTED  
 RC0107  ___________________________________________________________________
 RC0107  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 RC0107  DYNAMIC HT  -         281.739 (meters)     924.34  (feet)  COMP
 RC0107  MODELED GRAV-     980,600.5   (mgal)                       NAVD 88
 RC0107
 RC0107  VERT ORDER  -  FIRST     CLASS I
 RC0107
 RC0107.The horizontal coordinates were scaled from a topographic map and have
 RC0107.an estimated accuracy of +/- 6 seconds.
 RC0107
 RC0107.The orthometric height was determined by differential leveling
 RC0107.and adjusted in June 1991.
 RC0107
 RC0107.The geoid height was determined by GEOID03.
 RC0107
 RC0107.The dynamic height is computed by dividing the NAVD 88
 RC0107.geopotential number by the normal gravity value computed on the
 RC0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0107.degrees latitude (g = 980.6199 gals.).
 RC0107
 RC0107.The modeled gravity was interpolated from observed gravity values.
 RC0107
 RC0107;                    North         East    Units  Estimated Accuracy
 RC0107;SPC OR N     -   228,290.    2,526,010.      MT  (+/- 180 meters Scaled)
 RC0107
 RC0107                          SUPERSEDED SURVEY CONTROL
 RC0107
 RC0107  NGVD 29 (??/??/92)  280.746  (m)          921.08   (f) ADJ UNCH    1 1
 RC0107
 RC0107.Superseded values are not recommended for survey control.
 RC0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0107.See file dsdata.txt to determine how the superseded data were derived.
 RC0107
 RC0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGR205669(NAD 83)
 RC0107_MARKER: DD = SURVEY DISK
 RC0107_SETTING: 80 = SET IN A BOULDER
 RC0107_SP_SET: BOULDER
 RC0107_STAMPING: AVIS R.M. 1 1942
 RC0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0107+STABILITY: SURFACE MOTION
 RC0107
 RC0107  HISTORY     - Date     Condition        Report By
 RC0107  HISTORY     - 1942     MONUMENTED       USE
 RC0107  HISTORY     - 1968     GOOD             NGS
 RC0107  HISTORY     - 1968     GOOD             DOD
 RC0107
 RC0107                          STATION DESCRIPTION
 RC0107
 RC0107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RC0107'2.65 MI SE FROM ARLINGTON.
 RC0107'0.85 MILE SOUTH ALONG STATE HIGHWAY 19 FROM THE POST OFFICE AT
 RC0107'ARLINGTON, THENCE 1.45 MILES EAST AND NORTH ALONG AIRPORT ROAD, THENCE
 RC0107'0.35 MILE EAST ALONG A TRACK ROAD AND A FENCE LINE, IN THE TOP OF A
 RC0107'SMALL BOULDER, 33.51 FEET EAST-SOUTHEAST OF THE STATION, 350 FEET
 RC0107'NORTH OF THE ROAD, 339 FEET NORTH OF THE FENCE, 56.55 FEET EAST OF
 RC0107'R.M. 2, AND ABOUT 10 FEET HIGHER THAN THE ROAD.
 RC0107
 RC0107                          STATION RECOVERY (1968)
 RC0107
 RC0107'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 RC0107'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0105 ***********************************************************************
 RC0105  DESIGNATION -  AVIS RM 2
 RC0105  PID         -  RC0105
 RC0105  STATE/COUNTY-  OR/GILLIAM
 RC0105  USGS QUAD   -  ARLINGTON (1971)
 RC0105
 RC0105                         *CURRENT SURVEY CONTROL
 RC0105  ___________________________________________________________________
 RC0105* NAD 83(1986)-  45 43 14.     (N)    120 09 59.     (W)     SCALED    
 RC0105* NAVD 88     -       281.665  (meters)     924.10   (feet)  ADJUSTED  
 RC0105  ___________________________________________________________________
 RC0105  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 RC0105  DYNAMIC HT  -         281.663 (meters)     924.09  (feet)  COMP
 RC0105  MODELED GRAV-     980,600.4   (mgal)                       NAVD 88
 RC0105
 RC0105  VERT ORDER  -  FIRST     CLASS I
 RC0105
 RC0105.The horizontal coordinates were scaled from a topographic map and have
 RC0105.an estimated accuracy of +/- 6 seconds.
 RC0105
 RC0105.The orthometric height was determined by differential leveling
 RC0105.and adjusted in June 1991.
 RC0105
 RC0105.The geoid height was determined by GEOID03.
 RC0105
 RC0105.The dynamic height is computed by dividing the NAVD 88
 RC0105.geopotential number by the normal gravity value computed on the
 RC0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0105.degrees latitude (g = 980.6199 gals.).
 RC0105
 RC0105.The modeled gravity was interpolated from observed gravity values.
 RC0105
 RC0105;                    North         East    Units  Estimated Accuracy
 RC0105;SPC OR N     -   228,290.    2,525,970.      MT  (+/- 180 meters Scaled)
 RC0105
 RC0105                          SUPERSEDED SURVEY CONTROL
 RC0105
 RC0105  NGVD 29 (??/??/92)  280.670  (m)          920.83   (f) ADJ UNCH    1 1
 RC0105
 RC0105.Superseded values are not recommended for survey control.
 RC0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0105.See file dsdata.txt to determine how the superseded data were derived.
 RC0105
 RC0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGR205669(NAD 83)
 RC0105_MARKER: DD = SURVEY DISK
 RC0105_SETTING: 80 = SET IN A BOULDER
 RC0105_SP_SET: BOULDER
 RC0105_STAMPING: AVIS R.M. 2 1942
 RC0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0105+STABILITY: SURFACE MOTION
 RC0105
 RC0105  HISTORY     - Date     Condition        Report By
 RC0105  HISTORY     - 1942     MONUMENTED       USE
 RC0105  HISTORY     - 1968     GOOD             NGS
 RC0105  HISTORY     - 1968     GOOD             DOD
 RC0105
 RC0105                          STATION DESCRIPTION
 RC0105
 RC0105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RC0105'2.65 MI SE FROM ARLINGTON.
 RC0105'0.85 MILE SOUTH ALONG STATE HIGHWAY 19 FROM THE POST OFFICE AT
 RC0105'ARLINGTON, THENCE 1.45 MILES EAST AND NORTH ALONG AIRPORT ROAD, THENCE
 RC0105'0.35 MILE EAST ALONG A TRACK ROAD AND FENCE LINE, IN THE TOP OF A
 RC0105'SMALL BOULDER WHICH IS ABOUT 0.1 FOOT UNDERGROUND, 34.05 FEET
 RC0105'SOUTHWEST OF THE STATION, 350 FEET NORTH OF THE ROAD, 339 FEET NORTH
 RC0105'OF THE FENCE, 56.55 FEET WEST OF R.M. 1, AND ABOUT 10 FEET HIGHER THAN
 RC0105'THE ROAD.
 RC0105
 RC0105                          STATION RECOVERY (1968)
 RC0105
 RC0105'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 RC0105'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1675 ***********************************************************************
 QD1675  DESIGNATION -  AWBREY
 QD1675  PID         -  QD1675
 QD1675  STATE/COUNTY-  OR/DESCHUTES
 QD1675  USGS QUAD   -  BEND (1981)
 QD1675
 QD1675                         *CURRENT SURVEY CONTROL
 QD1675  ___________________________________________________________________
 QD1675* NAD 83(1991)-  44 04 55.84826(N)    121 19 36.21386(W)     ADJUSTED  
 QD1675* NAVD 88     -      1271.1    (meters)    4170.     (feet)  VERTCON   
 QD1675  ___________________________________________________________________
 QD1675  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 QD1675  GEOID HEIGHT-         -20.99  (meters)                     GEOID03
 QD1675  HORZ ORDER  -  SECOND
 QD1675
 QD1675.The horizontal coordinates were established by classical geodetic methods
 QD1675.and adjusted by the National Geodetic Survey in October 1991.
 QD1675
 QD1675.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1675.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1675
 QD1675.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1675
 QD1675.The geoid height was determined by GEOID03.
 QD1675
 QD1675;                    North         East     Units Scale Factor Converg.
 QD1675;SPC OR S     -   268,661.899 1,433,782.666   MT  1.00002193   -0 33 56.2
 QD1675;SPC OR S     -   881,436.68  4,704,011.37   iFT  1.00002193   -0 33 56.2
 QD1675;UTM  10      - 4,882,361.584   633,968.582   MT  0.99982074   +1 09 51.3
 QD1675
 QD1675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1675!SPC OR S     -   0.99980402  x   1.00002193  =   0.99982595
 QD1675!UTM  10      -   0.99980402  x   0.99982074  =   0.99962480
 QD1675
 QD1675:                Primary Azimuth Mark                     Grid Az
 QD1675:SPC OR S     -  AWBREY AZ MK                             074 41 34.3
 QD1675:UTM  10      -  AWBREY AZ MK                             072 57 46.8
 QD1675
 QD1675|---------------------------------------------------------------------|
 QD1675| PID    Reference Object                     Distance      Geod. Az  |
 QD1675|                                                           dddmmss.s |
 QD1675| QD0732 AWBREY AZ MK                        APPROX. 1.5 KM 0740738.1 |
 QD1675| QD1674 BEND KBND RADIO MAST                APPROX. 2.5 KM 1550125.8 |
 QD1675| CF4055 AWBREY RM 1                          12.679 METERS 23244     |
 QD1675| CF4056 AWBREY RM 2                          22.570 METERS 32433     |
 QD1675|---------------------------------------------------------------------|
 QD1675
 QD1675                          SUPERSEDED SURVEY CONTROL
 QD1675
 QD1675  NAD 83(1986)-  44 04 55.85521(N)    121 19 36.21836(W) AD(       ) 2
 QD1675  NAD 27      -  44 04 56.43700(N)    121 19 32.10000(W) AD(       ) 2
 QD1675  NGVD 29 (07/19/86) 1269.9    (m)         4166.     (f) VERT ANG    3  
 QD1675
 QD1675.Superseded values are not recommended for survey control.
 QD1675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1675.See file dsdata.txt to determine how the superseded data were derived.
 QD1675
 QD1675_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP3396982362(NAD 83)
 QD1675_MARKER: DH = HORIZONTAL CONTROL DISK
 QD1675_SETTING: 80 = SET IN A BOULDER
 QD1675_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QD1675_STAMPING: AWBREY 1946
 QD1675_MARK LOGO: NGS   
 QD1675_MAGNETIC: N = NO MAGNETIC MATERIAL
 QD1675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD1675+STABILITY: SURFACE MOTION
 QD1675_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QD1675+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1996
 QD1675
 QD1675  HISTORY     - Date     Condition        Report By
 QD1675  HISTORY     - 1946     MONUMENTED       CGS
 QD1675  HISTORY     - 19960314 GOOD             NGS
 QD1675
 QD1675                          STATION DESCRIPTION
 QD1675
 QD1675'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 QD1675'THE STATION IS LOCATED ABOUT 1.7 MILES NORTHWEST OF BEND ON A
 QD1675'PROMINENT TIMBERED BUTTE LOCALLY KNOWN AS AWBREY BUTTE.  IT IS ON
 QD1675'THE EXTREME NORTH END OF THE BUTTE 150 FEET SOUTHWEST OF THE
 QD1675'NORTHEAST SLOPE.  IT IS A STANDARD DISK, STAMPED AWBREY 1945, SET
 QD1675'IN A DRILL HOLE IN A BOULDER PROJECTING 6 INCHES.
 QD1675'
 QD1675'REFERENCE MARK NO. 1 IS SOUTHWEST OF THE STATION AND ABOUT 1
 QD1675'FOOT LOWER THAN THE STATION.  IT IS A STANDARD DISK, STAMPED
 QD1675'AWBREY NO 1 1945, SET IN A DRILL HOLE IN A BOULDER PROJECTING
 QD1675'6 INCHES.
 QD1675'
 QD1675'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION AND ABOUT
 QD1675'2 FEET LOWER THAN THE STATION.  IT IS A STANDARD DISK, STAMPED
 QD1675'AWBREY NO 2 1945, SET IN A DRILL HOLE IN A BOULDER PROJECTING
 QD1675'2 FEET ABOVE THE SURFACE OF THE GROUND.
 QD1675'
 QD1675'THE AZIMUTH MARK IS 1.0 MILE EAST-NORTHEAST OF THE STATION AND
 QD1675'ABOUT 1 MILE NORTH OF BEND IN A SMALL PARKING AREA ON THE NORTH
 QD1675'BANK OF THE DESCHUTES RIVER.  IT IS 60 FEET EAST OF THE EAST
 QD1675'BANK OF THE RIVER, 37 FEET SOUTH OF A 2 FOOT PINE TREE AND 84 FEET
 QD1675'WEST OF THE CENTERLINE OF U.S. HIGHWAY 20.  IT IS A STANDARD
 QD1675'AZIMUTH MARK DISK, STAMPED AWBREY 1945 SET IN A DRILL HOLE IN A
 QD1675'BOULDER 4 BY 2 FEET PROJECTING 18 INCHES.
 QD1675'
 QD1675'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN BEND GO NORTH
 QD1675'ON U.S. HIGHWAYS 20 AND 79 FOR 1.9 MILES TO A FORKS.  TAKE LEFT
 QD1675'FORK, U.S. HIGHWAY 20, AND GO 0.35 MILE TO A ROAD LEADING LEFT
 QD1675'INTO PARKING AREA.  GO 0.05 MILE TO THE STATION AS DESCRIBED.
 QD1675'
 QD1675'TO REACH THE STATION FROM THE POST OFFICE IN BEND GO NORTH ON
 QD1675'U.S. HIGHWAYS 20 AND 79 FOR 0.2 MILE TO THE PILOT BUTTE INN ON
 QD1675'THE LEFT, TURN LEFT, WEST, AND GO 0.25 MILE TO THE FIRST STREET
 QD1675'TO THE RIGHT AFTER CROSSING THE BRIDGE OVER THE DESCHUTES
 QD1675'RIVER.  TURN RIGHT, NORTHWEST AND GO 0.6 MILE TO A WIRE GATE AND
 QD1675'A SMALL HOUSE ON THE LEFT.  GO THROUGH WIRE GATE AND FOLLOW
 QD1675'TRACK ROAD FOR 0.35 MILE TO A FORK, TAKE LEFT FORK AND CONTINUE
 QD1675'0.75 MILE TO A FORKS.  TAKE LEFT FORK AND GO 0.65 MILE TO A
 QD1675'SMALL CLEARED AREA AT THE NORTH END OF THE BUTTE AND THE
 QD1675'END OF TRUCK TRAVEL.  FROM HERE PACK SOUTHEASTERLY TO THE
 QD1675'STATION ABOUT A 10 MINUTE PACK.
 QD1675
 QD1675                          STATION RECOVERY (1996)
 QD1675
 QD1675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (LLR)
 QD1675'THIS MARK WILL BE DESTROYED IN THE NEAR FUTURE.  A NEARBY MARK WAS
 QD1675'ESTABLISHED AT THIS TIME. DESCRIBED BY LLR.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0732 ***********************************************************************
 QD0732  DESIGNATION -  AWBREY AZ MK
 QD0732  PID         -  QD0732
 QD0732  STATE/COUNTY-  OR/DESCHUTES
 QD0732  USGS QUAD   -  BEND (1981)
 QD0732
 QD0732                         *CURRENT SURVEY CONTROL
 QD0732  ___________________________________________________________________
 QD0732* NAD 83(1991)-  44 05 08.97137(N)    121 18 32.15993(W)     ADJUSTED  
 QD0732* NAVD 88     -      1072.086  (meters)    3517.34   (feet)  ADJUSTED  
 QD0732  ___________________________________________________________________
 QD0732  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 QD0732  GEOID HEIGHT-         -21.00  (meters)                     GEOID03
 QD0732  DYNAMIC HT  -        1071.665 (meters)    3515.95  (feet)  COMP
 QD0732  MODELED GRAV-     980,189.7   (mgal)                       NAVD 88
 QD0732
 QD0732  HORZ ORDER  -  THIRD
 QD0732  VERT ORDER  -  FIRST     CLASS II
 QD0732
 QD0732.The horizontal coordinates were established by classical geodetic methods
 QD0732.and adjusted by the National Geodetic Survey in October 1991.
 QD0732
 QD0732.The orthometric height was determined by differential leveling
 QD0732.and adjusted in June 1991.
 QD0732
 QD0732.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD0732
 QD0732.The geoid height was determined by GEOID03.
 QD0732
 QD0732.The dynamic height is computed by dividing the NAVD 88
 QD0732.geopotential number by the normal gravity value computed on the
 QD0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0732.degrees latitude (g = 980.6199 gals.).
 QD0732
 QD0732.The modeled gravity was interpolated from observed gravity values.
 QD0732
 QD0732;                    North         East     Units Scale Factor Converg.
 QD0732;SPC OR S     -   269,053.017 1,435,211.660   MT  1.00002295   -0 33 12.3
 QD0732;SPC OR S     -   882,719.87  4,708,699.67   iFT  1.00002295   -0 33 12.3
 QD0732;UTM  10      - 4,882,795.578   635,384.835   MT  0.99982543   +1 10 36.2
 QD0732
 QD0732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD0732!SPC OR S     -   0.99983521  x   1.00002295  =   0.99985816
 QD0732!UTM  10      -   0.99983521  x   0.99982543  =   0.99966067
 QD0732
 QD0732:                Primary Azimuth Mark                     Grid Az
 QD0732:SPC OR S     -  PILOT BUTTE                              144 18 52.0
 QD0732:UTM  10      -  PILOT BUTTE                              142 35 03.5
 QD0732
 QD0732|---------------------------------------------------------------------|
 QD0732| PID    Reference Object                     Distance      Geod. Az  |
 QD0732|                                                           dddmmss.s |
 QD0732| QD1681 PILOT BUTTE                         APPROX. 3.5 KM 1434539.7 |
 QD0732|---------------------------------------------------------------------|
 QD0732
 QD0732                          SUPERSEDED SURVEY CONTROL
 QD0732
 QD0732  NAD 83(1986)-  44 05 08.97822(N)    121 18 32.16396(W) AD(       ) 3
 QD0732  NAD 27      -  44 05 09.55900(N)    121 18 28.04800(W) AD(       ) 3
 QD0732  NGVD 29 (??/??/92) 1070.920  (m)         3513.51   (f) ADJ UNCH    1 2
 QD0732
 QD0732.Superseded values are not recommended for survey control.
 QD0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0732.See file dsdata.txt to determine how the superseded data were derived.
 QD0732
 QD0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP3538582796(NAD 83)
 QD0732_MARKER: DZ = AZIMUTH MARK DISK
 QD0732_SETTING: 80 = SET IN A BOULDER
 QD0732_SP_SET: IN DRILL HOLE IN A BOULDER
 QD0732_STAMPING: AWBREY AZIMUTH 1945
 QD0732_MARK LOGO: CGS   
 QD0732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0732+STABILITY: SURFACE MOTION
 QD0732_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QD0732+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1988
 QD0732
 QD0732  HISTORY     - Date     Condition        Report By
 QD0732  HISTORY     - 1945     MONUMENTED       CGS
 QD0732  HISTORY     - 1974     SEE DESCRIPTION  NGS
 QD0732  HISTORY     - 1974     GOOD             NGS
 QD0732  HISTORY     - 19880725 GOOD             NGS
 QD0732
 QD0732                          STATION DESCRIPTION
 QD0732
 QD0732'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (CAG)
 QD0732'THE STATION IS LOCATED ABOUT 1.0 MILE, AIRLINE, NORTH OF BEND
 QD0732'IN A SMALL PARKING AREA ON THE NORTH BANK OF THE DESCHUTES
 QD0732'RIVER.  IT IS 60 FEET EAST OF THE EAST BANK OF THE DESCHUTES
 QD0732'RIVER, 37 FEET SOUTH OF 2 FOOT PINE TREE AND 84 FEET WEST OF THE
 QD0732'CENTERLINE OF U.S. HIGHWAY 20.  IT IS A STANDARD AZIMUTH MARK
 QD0732'DISK SET IN A DRILL HOLE IN A BOULDER 4 BY 2 FEET PROJECTING 18
 QD0732'INCHES.  IT IS STAMPED AWBREY 1945.
 QD0732'
 QD0732'TO REACH THE STATION FROM THE POST OFFICE IN BEND GO NORTH ON
 QD0732'U.S. HIGHWAYS 20 AND 79 FOR 1.9 MILES TO A FORKS.  TAKE LEFT
 QD0732'FORK, U.S. HIGHWAY 20, AND GO 0.35 MILE TO A ROAD LEADING LEFT
 QD0732'INTO A PARKING AREA.  TAKE ROAD LEFT FOR 0.05 MILE TO THE STATION
 QD0732'AS DESCRIBED.
 QD0732
 QD0732                          STATION RECOVERY (1974)
 QD0732
 QD0732'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 QD0732'THE STATION WAS RECOVERED IN GOOD CONDITION.  A NEW TO REACH,
 QD0732'AND NEW REFERENCE MEASUREMENTS FOLLOW.
 QD0732'
 QD0732'TO REACH THE STATION FROM THE BEND RAILROAD DEPOT, GO SOUTH ON
 QD0732'NORTHWEST DIVISION STREET FOR 0.1 MILE, TURN LEFT, AND GO EAST
 QD0732'ON NORTHWEST GREENWOOD AVENUE FOR 0.25 MILE TO THE JUNCTION OF
 QD0732'U.S. HIGHWAYS 20, AND 97, TURN LEFT, AND GO NORTHWEST ON
 QD0732'U.S. HIGHWAYS 20, AND 97 FOR 1.5 MILES TO THE O.B. RILEY ROAD ON
 QD0732'THE LEFT, TURN LEFT, AND GO NORTHWEST ON O.B. RILEY ROAD FOR
 QD0732'0.35 MILE TO THE STATION ON THE LEFT, IN THE SOUTHEAST CORNER OF
 QD0732'SAWYER STATE PARK.
 QD0732'
 QD0732'THE STATION MARK, STAMPED AWBREY AZIMUTH 1945, IS A STANDARD
 QD0732'AZIMUTH MARK DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT
 QD0732'PROJECTS 8-INCHES, 100 FEET SOUTHWEST OF THE CENTER OF O.B. RILEY
 QD0732'ROAD, 60 FEET EAST OF THE RIVER BANK, 37 FEET SOUTHEAST OF THE
 QD0732'ONLY PINE TREE IN THE VICINITY, 36 FEET SOUTHWEST OF A DIRT ROAD
 QD0732'INTO THE PARK, 26 FEET NORTHEAST OF A FOOT PATH, 19 FEET
 QD0732'NORTHEAST OF A SIGN BOARD WITH THE PARK REGULATIONS ON IT, AND 8
 QD0732'FEET LOWER THAN THE O.B. RILEY ROAD.
 QD0732'
 QD0732'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QD0732'2 MILES NORTHWEST OF BEND.
 QD0732
 QD0732                          STATION RECOVERY (1974)
 QD0732
 QD0732'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 QD0732'2 MI NW FROM BEND.
 QD0732'REACHED FROM THE BEND RAILROAD DEPOT, GO SOUTH ON NORTHWEST DIVISION
 QD0732'STREET FOR 0.1 MILE, TURN LEFT, AND GO EAST ON NORTHWEST GREENWOOD
 QD0732'AVENUE FOR 0.25 MILE TO THE JUNCTION OF U.S. HIGHWAYS 20, AND 97, TURN
 QD0732'LEFT, AND GO NORTHWEST ON U.S. HIGHWAYS 20, AND 97 FOR 1.5 MILES TO
 QD0732'THE O. B. RILEY ROAD ON THE LEFT, TURN LEFT, AND GO NORTHWEST ON THE
 QD0732'O. B. RILEY ROAD FOR 0.35 MILE TO THE BENCH MARK ON THE LEFT, IN THE
 QD0732'SOUTHEAST CORNER OF SAWYER STATE PARK, 100 FEET SOUTHWEST OF THE
 QD0732'CENTER OF O.B. RILEY ROAD, 60 FEET EAST OF THE RIVER BANK, 37 FEET
 QD0732'SOUTHEAST OF THE ONLY PINE TREE IN THE VICINITY, 36 FEET SOUTHWEST OF
 QD0732'A DIRT ROAD INTO THE PARK, 26 FEET NORTHEAST OF A FOOT PATH, 19 FEET
 QD0732'NORTHEAST OF A SIGN BOARD WITH THE PARK REGULATIONS ON IT, AND 8 FEET
 QD0732'LOWER THAN THE O. B. RILEY ROAD, CEMENTED IN A DRILL HOLE IN A BOULDER
 QD0732'THAT PROJECTS 8-INCHES.
 QD0732
 QD0732                          STATION RECOVERY (1988)
 QD0732
 QD0732'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QD0732'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0021 ***********************************************************************
 NY0021  DESIGNATION -  AX 17
 NY0021  PID         -  NY0021
 NY0021  STATE/COUNTY-  OR/LAKE
 NY0021  USGS QUAD   -  VALLEY FALLS (1980)
 NY0021
 NY0021                         *CURRENT SURVEY CONTROL
 NY0021  ___________________________________________________________________
 NY0021* NAD 83(1986)-  42 29 03.     (N)    120 16 54.     (W)     SCALED    
 NY0021* NAVD 88     -      1318.42   (+/-2cm)    4325.5    (feet)  VERTCON   
 NY0021  ___________________________________________________________________
 NY0021  GEOID HEIGHT-         -20.64  (meters)                     GEOID03
 NY0021  VERT ORDER  -  THIRD (See Below)
 NY0021
 NY0021.The horizontal coordinates were scaled from a topographic map and have
 NY0021.an estimated accuracy of +/- 6 seconds.
 NY0021
 NY0021.The NAVD 88 height was computed by applying the VERTCON shift value to
 NY0021.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NY0021.The vertical order pertains to the NGVD 29 superseded value.
 NY0021
 NY0021.The geoid height was determined by GEOID03.
 NY0021
 NY0021;                    North         East    Units  Estimated Accuracy
 NY0021;SPC OR S     -    90,840.    1,517,950.      MT  (+/- 180 meters Scaled)
 NY0021
 NY0021                          SUPERSEDED SURVEY CONTROL
 NY0021
 NY0021  NGVD 29 (??/??/??) 1317.23   (m)         4321.6    (f) RESET       3  
 NY0021
 NY0021.Superseded values are not recommended for survey control.
 NY0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0021.See file dsdata.txt to determine how the superseded data were derived.
 NY0021
 NY0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGN234071(NAD 83)
 NY0021_MARKER: B = BOLT
 NY0021_SETTING: 80 = SET IN A BOULDER
 NY0021_SP_SET: BOULDER
 NY0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0021+STABILITY: SURFACE MOTION
 NY0021
 NY0021  HISTORY     - Date     Condition        Report By
 NY0021  HISTORY     - UNK      MONUMENTED       CGS
 NY0021  HISTORY     - 1943     GOOD             NGS
 NY0021
 NY0021                          STATION DESCRIPTION
 NY0021
 NY0021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 NY0021'IN VALLEY FALLS.
 NY0021'AT VALLEY FALLS, LAKE COUNTY, ON A COUNTY ROAD (LAKE ABERT ROAD),
 NY0021'ABOUT 400 FEET NORTH OF THE FORMER POST OFFICE, 50 FEET EAST OF THE
 NY0021'ROAD, IN A LARGE BOULDER, AND AT THE FENCE LINE.  AN IRON BOLT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0555 ***********************************************************************
 PB0555  DESIGNATION -  AX 23
 PB0555  PID         -  PB0555
 PB0555  STATE/COUNTY-  OR/DESCHUTES
 PB0555  USGS QUAD   -  KELSEY BUTTE (1981)
 PB0555
 PB0555                         *CURRENT SURVEY CONTROL
 PB0555  ___________________________________________________________________
 PB0555* NAD 83(1986)-  43 57 21.     (N)    121 09 40.     (W)     SCALED    
 PB0555* NAVD 88     -      1250.528  (meters)    4102.77   (feet)  ADJUSTED  
 PB0555  ___________________________________________________________________
 PB0555  GEOID HEIGHT-         -20.66  (meters)                     GEOID03
 PB0555  DYNAMIC HT  -        1249.994 (meters)    4101.02  (feet)  COMP
 PB0555  MODELED GRAV-     980,147.9   (mgal)                       NAVD 88
 PB0555
 PB0555  VERT ORDER  -  FIRST     CLASS II
 PB0555
 PB0555.The horizontal coordinates were scaled from a topographic map and have
 PB0555.an estimated accuracy of +/- 6 seconds.
 PB0555
 PB0555.The orthometric height was determined by differential leveling
 PB0555.and adjusted in June 1991.
 PB0555
 PB0555.The geoid height was determined by GEOID03.
 PB0555
 PB0555.The dynamic height is computed by dividing the NAVD 88
 PB0555.geopotential number by the normal gravity value computed on the
 PB0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0555.degrees latitude (g = 980.6199 gals.).
 PB0555
 PB0555.The modeled gravity was interpolated from observed gravity values.
 PB0555
 PB0555;                    North         East    Units  Estimated Accuracy
 PB0555;SPC OR S     -   254,510.    1,446,940.      MT  (+/- 180 meters Scaled)
 PB0555
 PB0555                          SUPERSEDED SURVEY CONTROL
 PB0555
 PB0555  NGVD 29 (??/??/92) 1249.341  (m)         4098.88   (f) ADJ UNCH    1 2
 PB0555
 PB0555.Superseded values are not recommended for survey control.
 PB0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0555.See file dsdata.txt to determine how the superseded data were derived.
 PB0555
 PB0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP475686(NAD 83)
 PB0555_MARKER: B = BOLT
 PB0555_SETTING: 66 = SET IN ROCK OUTCROP
 PB0555_SP_SET: OUTCROP
 PB0555_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PB0555+STABILITY: POSITION/ELEVATION WELL
 PB0555
 PB0555  HISTORY     - Date     Condition        Report By
 PB0555  HISTORY     - UNK      MONUMENTED       PG+E
 PB0555  HISTORY     - 1920     GOOD             NGS
 PB0555
 PB0555                          STATION DESCRIPTION
 PB0555
 PB0555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1920
 PB0555'13.3 MI SE FROM BEND.
 PB0555'ABOUT 2.5 MILES EAST ALONG THE CENTRAL OREGON HIGHWAY (US 20) FROM THE
 PB0555'RAILROAD STATION AT BEND, THENCE ABOUT 10.8 MILES SOUTHEAST ALONG THE
 PB0555'ARNOLD MARKET ROAD, 95 FEET NORTH OF THE ROAD, ABOUT 60 FEET NORTHWEST
 PB0555'OF BENCH MARK A 23, AND IN A LARGE ROCK OUTCROP.  A GALVANIZED IRON
 PB0555'BOLT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0419 ***********************************************************************
 NY0419  DESIGNATION -  AX 6
 NY0419  PID         -  NY0419
 NY0419  STATE/COUNTY-  OR/KLAMATH
 NY0419  USGS QUAD   -  HAMAKER MTN (1986)
 NY0419
 NY0419                         *CURRENT SURVEY CONTROL
 NY0419  ___________________________________________________________________
 NY0419* NAD 83(1986)-  42 02 07.     (N)    121 52 37.     (W)     SCALED    
 NY0419* NAVD 88     -      1257.177  (meters)    4124.59   (feet)  ADJUSTED  
 NY0419  ___________________________________________________________________
 NY0419  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 NY0419  DYNAMIC HT  -        1256.400 (meters)    4122.04  (feet)  COMP
 NY0419  MODELED GRAV-     979,960.0   (mgal)                       NAVD 88
 NY0419
 NY0419  VERT ORDER  -  FIRST     CLASS II
 NY0419
 NY0419.The horizontal coordinates were scaled from a topographic map and have
 NY0419.an estimated accuracy of +/- 6 seconds.
 NY0419
 NY0419.The orthometric height was determined by differential leveling
 NY0419.and adjusted in June 1991.
 NY0419
 NY0419.The geoid height was determined by GEOID03.
 NY0419
 NY0419.The dynamic height is computed by dividing the NAVD 88
 NY0419.geopotential number by the normal gravity value computed on the
 NY0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0419.degrees latitude (g = 980.6199 gals.).
 NY0419
 NY0419.The modeled gravity was interpolated from observed gravity values.
 NY0419
 NY0419;                    North         East    Units  Estimated Accuracy
 NY0419;SPC OR S     -    41,890.    1,385,980.      MT  (+/- 180 meters Scaled)
 NY0419
 NY0419                          SUPERSEDED SURVEY CONTROL
 NY0419
 NY0419  NGVD 29 (??/??/92) 1256.059  (m)         4120.92   (f) ADJ UNCH    1 2
 NY0419
 NY0419.Superseded values are not recommended for survey control.
 NY0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0419.See file dsdata.txt to determine how the superseded data were derived.
 NY0419
 NY0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM929543(NAD 83)
 NY0419_MARKER: DD = SURVEY DISK
 NY0419_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NY0419_SP_SET: PIER
 NY0419_STAMPING: A X 6 1905 4120.573
 NY0419_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NY0419
 NY0419  HISTORY     - Date     Condition        Report By
 NY0419  HISTORY     - 1905     MONUMENTED       USGS
 NY0419  HISTORY     - 1954     GOOD             NGS
 NY0419  HISTORY     - 1967     GOOD             NGS
 NY0419
 NY0419                          STATION DESCRIPTION
 NY0419
 NY0419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NY0419'14.7 MI S FROM KLAMATH FALLS.
 NY0419'14.7 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 NY0419'STATION AT KLAMATH FALLS, 370 FEET SOUTH OF MILEPOLE 415, IN A GOUP OF
 NY0419'BOULDERS ON THE SOUTH SLOPE OF A HILL, IN THE TOP OF A 3- BY 3-FOOT
 NY0419'BOULDER, 328 FEET SOUTH OF THE SOUTH RAIL, 367 FEET SOUTHWEST OF THE
 NY0419'SOUTHWEST CONCRETE PIER OF AN OLD WATER TANK FOUNDATION, 69 FEET NORTH
 NY0419'OF THE CENTER LINE OF A FARM ROAD LEADING SOUTHWEST TO A FARMHOUSE,
 NY0419'0.9 FOOT SOUTHWEST OF A WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN THE
 NY0419'GROUND.
 NY0419
 NY0419                          STATION RECOVERY (1967)
 NY0419
 NY0419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 NY0419'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0784 ***********************************************************************
 NZ0784  DESIGNATION -  AX 9
 NZ0784  PID         -  NZ0784
 NZ0784  STATE/COUNTY-  OR/DOUGLAS
 NZ0784  USGS QUAD   -  RABBIT MOUNTAIN (1990)
 NZ0784
 NZ0784                         *CURRENT SURVEY CONTROL
 NZ0784  ___________________________________________________________________
 NZ0784* NAD 83(1986)-  42 48 39.     (N)    123 35 45.     (W)     SCALED    
 NZ0784* NAVD 88     -       314.872  (meters)    1033.04   (feet)  ADJUSTED  
 NZ0784  ___________________________________________________________________
 NZ0784  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 NZ0784  DYNAMIC HT  -         314.773 (meters)    1032.72  (feet)  COMP
 NZ0784  MODELED GRAV-     980,298.3   (mgal)                       NAVD 88
 NZ0784
 NZ0784  VERT ORDER  -  FIRST     CLASS II
 NZ0784
 NZ0784.The horizontal coordinates were scaled from a topographic map and have
 NZ0784.an estimated accuracy of +/- 6 seconds.
 NZ0784
 NZ0784.The orthometric height was determined by differential leveling
 NZ0784.and adjusted in June 1991.
 NZ0784
 NZ0784.The geoid height was determined by GEOID03.
 NZ0784
 NZ0784.The dynamic height is computed by dividing the NAVD 88
 NZ0784.geopotential number by the normal gravity value computed on the
 NZ0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0784.degrees latitude (g = 980.6199 gals.).
 NZ0784
 NZ0784.The modeled gravity was interpolated from observed gravity values.
 NZ0784
 NZ0784;                    North         East    Units  Estimated Accuracy
 NZ0784;SPC OR S     -   131,780.    1,246,870.      MT  (+/- 180 meters Scaled)
 NZ0784
 NZ0784                          SUPERSEDED SURVEY CONTROL
 NZ0784
 NZ0784  NGVD 29 (??/??/92)  313.835  (m)         1029.64   (f) ADJ UNCH    1 2
 NZ0784
 NZ0784.Superseded values are not recommended for survey control.
 NZ0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0784.See file dsdata.txt to determine how the superseded data were derived.
 NZ0784
 NZ0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN512399(NAD 83)
 NZ0784_MARKER: DD = SURVEY DISK
 NZ0784_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NZ0784_SP_SET: BRIDGE
 NZ0784_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NZ0784
 NZ0784  HISTORY     - Date     Condition        Report By
 NZ0784  HISTORY     - UNK      MONUMENTED       SPRR
 NZ0784  HISTORY     - 1954     GOOD             NGS
 NZ0784
 NZ0784                          STATION DESCRIPTION
 NZ0784
 NZ0784'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NZ0784'0.3 MI E FROM WEST FORK.
 NZ0784'0.3 MILE EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM STEEL
 NZ0784'BRIDGE 521.4 OVER WEST FORK COW CREEK AT WEST FORK, AT STEEL BRIDGE
 NZ0784'521.06 OVER COW CREEK, IN THE TOP OF THE NORTHWEST END OF THE
 NZ0784'NORTHEAST CONCRETE WING WALL, 8.3 FEET NORTHEAST OF THE NORTHEAST
 NZ0784'RAIL, 0.9 FOOT NORTHWEST OF BENCH MARK A 9, AND ABOUT 1 FOOT LOWER
 NZ0784'THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0083 ***********************************************************************
 QC0083  DESIGNATION -  AXIS STATION
 QC0083  PID         -  QC0083
 QC0083  STATE/COUNTY-  OR/BAKER
 QC0083  USGS QUAD   -  UNITY RESERVOIR (1984)
 QC0083
 QC0083                         *CURRENT SURVEY CONTROL
 QC0083  ___________________________________________________________________
 QC0083* NAD 83(1986)-  44 30 13.     (N)    118 10 48.     (W)     SCALED    
 QC0083* NAVD 88     -      1168.021  (meters)    3832.08   (feet)  ADJUSTED  
 QC0083  ___________________________________________________________________
 QC0083  GEOID HEIGHT-         -17.48  (meters)                     GEOID03
 QC0083  DYNAMIC HT  -        1167.568 (meters)    3830.60  (feet)  COMP
 QC0083  MODELED GRAV-     980,190.1   (mgal)                       NAVD 88
 QC0083
 QC0083  VERT ORDER  -  FIRST     CLASS II
 QC0083
 QC0083.The horizontal coordinates were scaled from a topographic map and have
 QC0083.an estimated accuracy of +/- 6 seconds.
 QC0083
 QC0083.The orthometric height was determined by differential leveling
 QC0083.and adjusted in June 1991.
 QC0083
 QC0083.The geoid height was determined by GEOID03.
 QC0083
 QC0083.The dynamic height is computed by dividing the NAVD 88
 QC0083.geopotential number by the normal gravity value computed on the
 QC0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0083.degrees latitude (g = 980.6199 gals.).
 QC0083
 QC0083.The modeled gravity was interpolated from observed gravity values.
 QC0083
 QC0083;                    North         East    Units  Estimated Accuracy
 QC0083;SPC OR N     -    95,650.    2,684,470.      MT  (+/- 180 meters Scaled)
 QC0083
 QC0083                          SUPERSEDED SURVEY CONTROL
 QC0083
 QC0083  NGVD 29 (??/??/92) 1166.815  (m)         3828.13   (f) ADJ UNCH    1 2
 QC0083
 QC0083.Superseded values are not recommended for survey control.
 QC0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0083.See file dsdata.txt to determine how the superseded data were derived.
 QC0083
 QC0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK061284(NAD 83)
 QC0083_MARKER: DD = SURVEY DISK
 QC0083_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QC0083_SP_SET: WALL
 QC0083_STAMPING: AXIS STA. 6 + 84.38 1944
 QC0083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QC0083
 QC0083  HISTORY     - Date     Condition        Report By
 QC0083  HISTORY     - 1944     MONUMENTED       BOR
 QC0083  HISTORY     - 1944     GOOD             NGS
 QC0083  HISTORY     - 1985     MARK NOT FOUND   NGS
 QC0083
 QC0083                          STATION DESCRIPTION
 QC0083
 QC0083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 QC0083'5.3 MI N FROM UNITY.
 QC0083'2.4 MILES NORTHWEST ALONG U. S. HIGHWAY NO. 28 FROM THE SCHOOL AT
 QC0083'UNITY, THENCE 2.9 MILES NORTH ALONG STATE HIGHWAY NO. 7, SET AT THE
 QC0083'UNITY RESERVOIR DAM, IN THE SOUTHWEST CORNER OF THE NORTHWEST WALL OF
 QC0083'THE SPILLWAY, 7.6 FEET SOUTHWEST OF THE NORTHWEST-SOUTHEAST GUARD RAIL
 QC0083'CORNER POST, 5 FEET NORTHEAST OF THE SOUTHWEST END OF WALL, DIRECTLY
 QC0083'UNDER THE IRON PIPES OF THE GUARD RAIL.  A BUREAU OF RECLAMATION DISK.
 QC0083'NOTE-- THE DATE 1944 WAS STAMPED ON DISK BY U.S.C. AND G.S.
 QC0083
 QC0083                          STATION RECOVERY (1985)
 QC0083
 QC0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QC0083'EVIDENCE WAS FOUND THAT THIS MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1329 ***********************************************************************
 NZ1329  FBN         -  This is a Federal Base Network Control Station.
 NZ1329  DESIGNATION -  AZAL
 NZ1329  PID         -  NZ1329
 NZ1329  STATE/COUNTY-  OR/DOUGLAS
 NZ1329  USGS QUAD   -  QUINES CREEK (1986)
 NZ1329
 NZ1329                         *CURRENT SURVEY CONTROL
 NZ1329  ___________________________________________________________________
 NZ1329* NAD 83(2007)-  42 47 56.60859(N)    123 15 10.17963(W)     ADJUSTED  
 NZ1329* NAVD 88     -       509.4    (meters)    1671.     (feet)  GPS OBS   
 NZ1329  ___________________________________________________________________
 NZ1329  EPOCH DATE  -        2007.00
 NZ1329  X           -  -2,570,320.850 (meters)                     COMP
 NZ1329  Y           -  -3,919,968.893 (meters)                     COMP
 NZ1329  Z           -   4,311,479.313 (meters)                     COMP
 NZ1329  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 NZ1329  ELLIP HEIGHT-         485.828 (meters)          (02/10/07) ADJUSTED
 NZ1329  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 NZ1329
 NZ1329  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 NZ1329  Type    PID    Designation                      North   East  Ellip
 NZ1329  -------------------------------------------------------------------
 NZ1329  NETWORK NZ1329 AZAL                              0.43   0.39   1.29
 NZ1329  -------------------------------------------------------------------
 NZ1329
 NZ1329.The horizontal coordinates were established by GPS observations
 NZ1329.and adjusted by the National Geodetic Survey in February 2007.
 NZ1329
 NZ1329.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 NZ1329.See www.ngs.noaa.gov/NationalReadjustment for more information.
 NZ1329.The horizontal coordinates are valid at the epoch date displayed above.
 NZ1329.The epoch date for horizontal control is a decimal equivalence
 NZ1329.of Year/Month/Day.
 NZ1329
 NZ1329.The orthometric height was determined by GPS observations and a
 NZ1329.high-resolution geoid model.
 NZ1329
 NZ1329.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NZ1329
 NZ1329.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ1329
 NZ1329.The ellipsoidal height was determined by GPS observations
 NZ1329.and is referenced to NAD 83.
 NZ1329
 NZ1329.The geoid height was determined by GEOID03.
 NZ1329
 NZ1329;                    North         East     Units Scale Factor Converg.
 NZ1329;SPC OR S     -   129,489.468 1,274,861.312   MT  0.99991529   -1 53 00.0
 NZ1329;SPC OR S     -   424,834.21  4,182,615.85   iFT  0.99991529   -1 53 00.0
 NZ1329;UTM  10      - 4,738,531.908   479,325.402   MT  0.99960526   -0 10 18.4
 NZ1329
 NZ1329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NZ1329!SPC OR S     -   0.99992381  x   0.99991529  =   0.99983911
 NZ1329!UTM  10      -   0.99992381  x   0.99960526  =   0.99952910
 NZ1329
 NZ1329                          SUPERSEDED SURVEY CONTROL
 NZ1329
 NZ1329  NAD 83(1998)-  42 47 56.60569(N)    123 15 10.17931(W) AD(       ) A
 NZ1329  ELLIP H (04/24/00)  485.840  (m)                       GP(       ) 3 1
 NZ1329  NAD 83(1991)-  42 47 56.60346(N)    123 15 10.17752(W) AD(       ) B
 NZ1329  ELLIP H (02/25/91)  486.017  (m)                       GP(       ) 4 1
 NZ1329  NGVD 29 (05/26/92)  508.34   (m)         1667.8    (f) LEVELING    3  
 NZ1329
 NZ1329.Superseded values are not recommended for survey control.
 NZ1329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1329.See file dsdata.txt to determine how the superseded data were derived.
 NZ1329
 NZ1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN7932538532(NAD 83)
 NZ1329_MARKER: DD = SURVEY DISK
 NZ1329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ1329_SP_SET: CONCRETE POST
 NZ1329_STAMPING: AZAL 1989
 NZ1329_MARK LOGO: ORDT  
 NZ1329_MAGNETIC: N = NO MAGNETIC MATERIAL
 NZ1329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ1329+STABILITY: SURFACE MOTION
 NZ1329_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NZ1329+SATELLITE: SATELLITE OBSERVATIONS - November 29, 1997
 NZ1329
 NZ1329  HISTORY     - Date     Condition        Report By
 NZ1329  HISTORY     - 1989     MONUMENTED       ORDT
 NZ1329  HISTORY     - 19911008 GOOD             NGS
 NZ1329  HISTORY     - 19920811 GOOD             NGS
 NZ1329  HISTORY     - 19931021 GOOD             BLM
 NZ1329  HISTORY     - 19971129 GOOD             NGS
 NZ1329
 NZ1329                          STATION DESCRIPTION
 NZ1329
 NZ1329'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1989
 NZ1329'THE STATION MARK IS AN ORDOT PRIMARY GPS DISK STAMPED AZAL 1989 SET IN
 NZ1329'THE TOP OF A MASS OF CONCRETE, 8 INCHES DIAMETER AT GROUND SURFACE.
 NZ1329'STATION IS LOCATED IN SE QUADRANT OF AZALIA INTERCHANGE AT MILEPOST
 NZ1329'88.12 OF INTERSTATE HIGHWAY 5, 14.32 KM (8.90 MI)  NORTH OF THE
 NZ1329'JOSEPHINE-DOUGLAS COUNTY LINE AND 47.80 KM (29.70 MI) NORTH OF THE
 NZ1329'NORTHERN CITY LIMITS OF GRANTS PASS, OREGON.  IS IS LOCATED 10.52 M
 NZ1329'(34.51 FT)  SOUTH OF THE CENTERLINE OF THE COW CREEK/GALESVILL
 NZ1329'RESERVOIR ROAD, 18.4 M (60.4 FT) SOUTH OF COW CR ROAD, GALESVILLE
 NZ1329'RES, AZALEA SIGN, 10.8 M (35.4 FT) NNE OF A DO NOT ENTER SIGN, 8.6 M
 NZ1329'(28.2 FT) SE OF EAST END OF A PAINTED TRIANGLE IN ROAD (TRAFFIC
 NZ1329'DIRECTOR), 1.8 M (5.9 FT) ESE OF A GUARD RAIL, 0.7 M (2.3 FT)
 NZ1329'NORTHWEST OF A WITNESS POST AND AT THE NORTH END OF THE NORTH BOUND
 NZ1329'OFFRAMP (EXIT 88) OF INTERSTATE HIGHWAY 5.
 NZ1329
 NZ1329                          STATION RECOVERY (1991)
 NZ1329
 NZ1329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NZ1329'RECOVERED IN GOOD CONDITION.
 NZ1329
 NZ1329                          STATION RECOVERY (1992)
 NZ1329
 NZ1329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 NZ1329'STATION IS LOCATED ABOUT 45 KM (28.0 MI) NORTH OF GRANTS PASS, AT
 NZ1329'THE AZALEA COMMUNITY, ALONG INTERSTATE HIGHWAY 5, AT THE
 NZ1329'AZALEA-GALESVILLE RESERVOIR INTERCHANGE (EXIT 88), AT THE JUNCTION OF
 NZ1329'THE NORTHBOUND EXIT RAMP AND COW CREEK ROAD, ON THE OUTSIDE OF A
 NZ1329'GUARDRAIL, IN A FILL AREA, ON RIGHT-OF-WAY.  OWNERSHIP--STATE
 NZ1329'DEPARTMENT OF TRANSPORTATION.
 NZ1329'TO REACH FROM THE OVERPASS AT EXIT 88, GO EAST ON COW CREEK ROAD FOR
 NZ1329'0.12 KM (0.07 MI) TO THE STATION ON THE RIGHT JUST PAST THE EXIT
 NZ1329'RAMP.
 NZ1329'STATION MARK IS SET IN THE TOP OF A 25-CM ROUND CONCRETE POST 1 CM
 NZ1329'BELOW GROUND.  IT IS 10.8 M (35.4 FT) SOUTH OF THE CENTER OF COW
 NZ1329'CREEK ROAD, 0.7 M (2.3 FT) NORTHWEST OF A FIBERGLASS WITNESS POST,
 NZ1329'1.7 M (5.6 FT) SOUTHEAST OF A GUARDRAIL, 2.2 M (7.2 FT) EAST OF
 NZ1329'A METAL REFLECTOR POST, AND 10.8 M (35.4 FT) NORTHWEST OF A WOODEN
 NZ1329'DO NOT ENTER SIGN POST.
 NZ1329
 NZ1329                          STATION RECOVERY (1993)
 NZ1329
 NZ1329'RECOVERY NOTE BY BUREAU OF LAND MANAGEMENT 1993 (RSK)
 NZ1329'RECOVERED AS DESCRIBED.
 NZ1329
 NZ1329                          STATION RECOVERY (1997)
 NZ1329
 NZ1329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CLS)
 NZ1329'THE STATION IS LOCATED ABOUT 45.0 KM (27.95 MI) NORTH OF GRANTS PASS,
 NZ1329'AT THE AZALEA COMMUNITY, ALONG EAST SIDE OF INTERSTATE HIGHWAY 5, AT
 NZ1329'THE AZALEA-GALESVILLE RESERVOIR INTERCHANGE (EXIT 88), AT THE JUNCTION
 NZ1329'OF THE NORTHBOUND EXIT RAMP AND COW CREEK ROAD, ON THE OUTSIDE OF A
 NZ1329'GUARDRAIL, AND IN A FILL AREA FOR THE OVERPASS. OWNERSHIP--OREGON
 NZ1329'STATE DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE
 NZ1329'CENTER OF THE OVERPASS OF COW CREEK ROAD OVER INTERSTATE HIGHWAY 5
 NZ1329'(EXIT 88), GO EAST ON COW CREEK ROAD FOR 0.12 KM (0.05 MI) TO THE
 NZ1329'STATION ON THE RIGHT JUST PAST THE EXIT RAMP. THE STATION IS AN OREGON
 NZ1329'PRIMARY GPS STATION DISK SET IN THE TOP OF A 25 CM ROUND CONCRETE
 NZ1329'MONUMENT FLUSH WITH THE GROUND.  IT IS 10.8 M (35.4 FT) SOUTH FROM THE
 NZ1329'CENTER OF COW CREEK ROAD, 10.8 M (35.4 FT) NORTHWEST FROM A WOODEN -DO
 NZ1329'NOT ENTER- SIGN POST, 2.2 M (7.2 FT) EAST FROM A METAL REFLECTOR POST,
 NZ1329'1.7 M (5.6 FT) SOUTHEAST FROM A GUARDRAIL, AND 0.7 M (2.3 FT)
 NZ1329'NORTHWEST FROM A FIBERGLAS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1238 ***********************************************************************
 NZ1238  DESIGNATION -  AZALEA
 NZ1238  PID         -  NZ1238
 NZ1238  STATE/COUNTY-  OR/DOUGLAS
 NZ1238  USGS QUAD   -  QUINES CREEK (1986)
 NZ1238
 NZ1238                         *CURRENT SURVEY CONTROL
 NZ1238  ___________________________________________________________________
 NZ1238* NAD 83(1991)-  42 48 00.09019(N)    123 15 12.06417(W)     ADJUSTED  
 NZ1238* NAVD 88     -       509.5    (meters)    1672.     (feet)  VERTCON   
 NZ1238  ___________________________________________________________________
 NZ1238  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 NZ1238  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 NZ1238  HORZ ORDER  -  SECOND
 NZ1238
 NZ1238.The horizontal coordinates were established by classical geodetic methods
 NZ1238.and adjusted by the National Geodetic Survey in October 1991.
 NZ1238
 NZ1238.The NAVD 88 height was computed by applying the VERTCON shift value to
 NZ1238.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NZ1238
 NZ1238.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ1238
 NZ1238.The geoid height was determined by GEOID03.
 NZ1238
 NZ1238;                    North         East     Units Scale Factor Converg.
 NZ1238;SPC OR S     -   129,598.243 1,274,822.046   MT  0.99991518   -1 53 01.3
 NZ1238;SPC OR S     -   425,191.09  4,182,487.03   iFT  0.99991518   -1 53 01.3
 NZ1238;UTM  10      - 4,738,639.428   479,282.918   MT  0.99960528   -0 10 19.7
 NZ1238
 NZ1238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NZ1238!SPC OR S     -   0.99992380  x   0.99991518  =   0.99983899
 NZ1238!UTM  10      -   0.99992380  x   0.99960528  =   0.99952911
 NZ1238
 NZ1238:                Primary Azimuth Mark                     Grid Az
 NZ1238:SPC OR S     -  STARVE                                   016 41 53.6
 NZ1238:UTM  10      -  STARVE                                   014 59 12.0
 NZ1238
 NZ1238|---------------------------------------------------------------------|
 NZ1238| PID    Reference Object                     Distance      Geod. Az  |
 NZ1238|                                                           dddmmss.s |
 NZ1238| NZ1225 STARVE                              426.096 METERS 0144852.3 |
 NZ1238|---------------------------------------------------------------------|
 NZ1238
 NZ1238                          SUPERSEDED SURVEY CONTROL
 NZ1238
 NZ1238  NAD 83(1986)-  42 48 00.07761(N)    123 15 12.08405(W) AD(       ) 2
 NZ1238  NAD 27      -  42 48 00.63970(N)    123 15 07.85870(W) AD(       ) 2
 NZ1238  NGVD 29 (07/19/86)  508.5    (m)         1668.     (f) VERT ANG    3  
 NZ1238
 NZ1238.Superseded values are not recommended for survey control.
 NZ1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1238.See file dsdata.txt to determine how the superseded data were derived.
 NZ1238
 NZ1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN7928338639(NAD 83)
 NZ1238_MARKER: Z = SEE DESCRIPTION
 NZ1238_SETTING: 0 = UNSPECIFIED SETTING
 NZ1238_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ1238
 NZ1238  HISTORY     - Date     Condition        Report By
 NZ1238  HISTORY     - 1963     MONUMENTED       ORDT
 NZ1238  HISTORY     - 1974     SEE DESCRIPTION  NGS
 NZ1238
 NZ1238                          STATION DESCRIPTION
 NZ1238
 NZ1238'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1963 (FN)
 NZ1238'THE STATION IS 0.35 MILE EAST OF AZALEA ON THE SOUTH RIGHT-OF-WAY
 NZ1238'OF U.S. HIGHWAY 99.
 NZ1238'
 NZ1238'TO REACH THE STATION FROM THE POST OFFICE IN AZALEA GO EAST ON THE
 NZ1238'MACADAM ROAD FOR 0.3 MILE TO THE JUNCTION WITH U.S. HIGHWAY 99, TURN
 NZ1238'LEFT AND CONTINUE EAST ON U.S. HIGHWAY 99 FOR 0.05 MILE TO THE
 NZ1238'STATION ON THE RIGHT.
 NZ1238'
 NZ1238'THE STATION MARK, STAMPED AZALEA USC AND GS 1962, IS A STATE
 NZ1238'HIGHWAY SURVEY STATION MARK DISC BRAZED TO THE TOP OF A 2 1/2-INCH
 NZ1238'PIPE THAT PROJECTS 5 INCHES.  IT IS 0.2 MILE SOUTHWEST OF MILE
 NZ1238'POST 230, 325 FEET NORTHEAST OF THE CENTER OF COW CREEK ROAD, 46
 NZ1238'FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 99, 4 FEET NORTHEAST OF
 NZ1238'A CONCRETE SIPHON AND 3 FEET NORTHWEST OF A WOODEN WITNESS POST.
 NZ1238'
 NZ1238'THERE WERE NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.
 NZ1238'
 NZ1238'THE STATION WAS MARKED IN 1962 AND OCCUPIED IN 1963.
 NZ1238
 NZ1238                          STATION RECOVERY (1974)
 NZ1238
 NZ1238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 NZ1238'THE STATION WAS DESTROYED PRIOR TO NOVEMBER 1974.
 NZ1238'
 NZ1238'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NZ1238'0.35 MILE EAST OF AZALEA.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1447 ***********************************************************************
 OA1447  DESIGNATION -  AZALEA
 OA1447  PID         -  OA1447
 OA1447  STATE/COUNTY-  OR/COOS
 OA1447  USGS QUAD   -  BANDON (1970)
 OA1447
 OA1447                         *CURRENT SURVEY CONTROL
 OA1447  ___________________________________________________________________
 OA1447* NAD 83(1991)-  43 06 48.07303(N)    124 25 23.72483(W)     ADJUSTED  
 OA1447* NAVD 88     -        28.     (meters)      92.     (feet)  SCALED    
 OA1447  ___________________________________________________________________
 OA1447  LAPLACE CORR-          12.98  (seconds)                    DEFLEC99
 OA1447  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 OA1447  HORZ ORDER  -  THIRD
 OA1447
 OA1447.The horizontal coordinates were established by classical geodetic methods
 OA1447.and adjusted by the National Geodetic Survey in October 1991.
 OA1447
 OA1447.The orthometric height was scaled from a topographic map.
 OA1447
 OA1447.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1447
 OA1447.The geoid height was determined by GEOID03.
 OA1447
 OA1447;                    North         East     Units Scale Factor Converg.
 OA1447;SPC OR S     -   168,178.469 1,180,832.809   MT  0.99989507   -2 41 02.7
 OA1447;SPC OR S     -   551,766.63  3,874,123.39   iFT  0.99989507   -2 41 02.7
 OA1447;UTM  10      - 4,774,385.682   384,205.351   MT  0.99976495   -0 58 22.2
 OA1447
 OA1447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1447!SPC OR S     -   0.99999978  x   0.99989507  =   0.99989485
 OA1447!UTM  10      -   0.99999978  x   0.99976495  =   0.99976473
 OA1447
 OA1447:                Primary Azimuth Mark                     Grid Az
 OA1447:SPC OR S     -  TABLE                                    012 08 54.0
 OA1447:UTM  10      -  TABLE                                    010 26 13.5
 OA1447
 OA1447|---------------------------------------------------------------------|
 OA1447| PID    Reference Object                     Distance      Geod. Az  |
 OA1447|                                                           dddmmss.s |
 OA1447| OA0422 TABLE                               469.334 METERS 0092751.3 |
 OA1447| OA0425 NAT                                 APPROX. 0.8 KM 2704447.5 |
 OA1447|---------------------------------------------------------------------|
 OA1447
 OA1447                          SUPERSEDED SURVEY CONTROL
 OA1447
 OA1447  NAD 83(1986)-  43 06 48.05856(N)    124 25 23.77238(W) AD(       ) 3
 OA1447  NAD 27      -  43 06 48.66300(N)    124 25 19.35500(W) AD(       ) 3
 OA1447
 OA1447.Superseded values are not recommended for survey control.
 OA1447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1447.See file dsdata.txt to determine how the superseded data were derived.
 OA1447
 OA1447_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN8420574386(NAD 83)
 OA1447_MARKER: Z = SEE DESCRIPTION
 OA1447_SETTING: 0 = UNSPECIFIED SETTING
 OA1447_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OA1447
 OA1447  HISTORY     - Date     Condition        Report By
 OA1447  HISTORY     - 1937     MONUMENTED       ORDT
 OA1447  HISTORY     - 1948     SEE DESCRIPTION  CGS
 OA1447
 OA1447                          STATION DESCRIPTION
 OA1447
 OA1447'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1937
 OA1447'NEAR CENTER OF INTERSECTION OF HARRISON AVENUE AND ELEVENTH
 OA1447'STREET WEST.
 OA1447'
 OA1447'STATION MARK IS AN ORHD STANDARD DISK SET IN A CONCRETE MONUMENT.
 OA1447
 OA1447                          STATION RECOVERY (1948)
 OA1447
 OA1447'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RAE)
 OA1447'LOCAL INQUIRY REVEALS THAT THIS STATION WAS COVERED WITH GRAVEL,
 OA1447'IF NOT DESTROYED, WHEN THE HIGHWAY WAS RESURFACED.  IT SHOULD BE
 OA1447'CLASSIFIED AS LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1322 ***********************************************************************
 RD1322  DESIGNATION -  B
 RD1322  PID         -  RD1322
 RD1322  STATE/COUNTY-  OR/CLACKAMAS
 RD1322  USGS QUAD   -  BRIGHTWOOD (1997)
 RD1322
 RD1322                         *CURRENT SURVEY CONTROL
 RD1322  ___________________________________________________________________
 RD1322* NAD 83(1986)-  45 22 29.     (N)    122 01 26.     (W)     SCALED    
 RD1322* NAVD 88     -       326.152  (meters)    1070.05   (feet)  ADJUSTED  
 RD1322  ___________________________________________________________________
 RD1322  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 RD1322  DYNAMIC HT  -         326.111 (meters)    1069.92  (feet)  COMP
 RD1322  MODELED GRAV-     980,481.4   (mgal)                       NAVD 88
 RD1322
 RD1322  VERT ORDER  -  SECOND    CLASS 0
 RD1322
 RD1322.The horizontal coordinates were scaled from a topographic map and have
 RD1322.an estimated accuracy of +/- 6 seconds.
 RD1322
 RD1322.The orthometric height was determined by differential leveling
 RD1322.and adjusted in June 1991.
 RD1322
 RD1322.The geoid height was determined by GEOID03.
 RD1322
 RD1322.The dynamic height is computed by dividing the NAVD 88
 RD1322.geopotential number by the normal gravity value computed on the
 RD1322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1322.degrees latitude (g = 980.6199 gals.).
 RD1322
 RD1322.The modeled gravity was interpolated from observed gravity values.
 RD1322
 RD1322;                    North         East    Units  Estimated Accuracy
 RD1322;SPC OR N     -   190,930.    2,380,650.      MT  (+/- 180 meters Scaled)
 RD1322
 RD1322                          SUPERSEDED SURVEY CONTROL
 RD1322
 RD1322  NGVD 29 (??/??/92)  325.089  (m)         1066.56   (f) ADJ UNCH    2 0
 RD1322
 RD1322.Superseded values are not recommended for survey control.
 RD1322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1322.See file dsdata.txt to determine how the superseded data were derived.
 RD1322
 RD1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER764250(NAD 83)
 RD1322_MARKER: DD = SURVEY DISK
 RD1322_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RD1322_SP_SET: BRIDGE
 RD1322_STAMPING: B 1933
 RD1322_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RD1322
 RD1322  HISTORY     - Date     Condition        Report By
 RD1322  HISTORY     - 1933     MONUMENTED       ORDT
 RD1322  HISTORY     - 1947     GOOD             NGS
 RD1322
 RD1322                          STATION DESCRIPTION
 RD1322
 RD1322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 RD1322'3.2 MI W FROM WEMME.
 RD1322'3.2 MILES WEST ALONG STATE HIGHWAY 50 FROM THE POST OFFICE AT WEMME,
 RD1322'0.35 MILE WEST OF BRIGHTWOOD, AT THE EAST END OF THE CONCRETE BRIDGE
 RD1322'OVER SALMON RIVER, SET IN THE TOP OF THE NORTHEAST CORNER OF THE NORTH
 RD1322'SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1516 ***********************************************************************
 RC1516  DESIGNATION -  B
 RC1516  PID         -  RC1516
 RC1516  STATE/COUNTY-  OR/MULTNOMAH
 RC1516  USGS QUAD   -  BONNEVILLE DAM (1994)
 RC1516
 RC1516                         *CURRENT SURVEY CONTROL
 RC1516  ___________________________________________________________________
 RC1516* NAD 83(1986)-  45 38 18.     (N)    121 57 02.     (W)     SCALED    
 RC1516* NAVD 88     -        17.259  (meters)      56.62   (feet)  ADJUSTED  
 RC1516  ___________________________________________________________________
 RC1516  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 RC1516  DYNAMIC HT  -          17.258 (meters)      56.62  (feet)  COMP
 RC1516  MODELED GRAV-     980,577.9   (mgal)                       NAVD 88
 RC1516
 RC1516  VERT ORDER  -  FIRST     CLASS II
 RC1516
 RC1516.The horizontal coordinates were scaled from a topographic map and have
 RC1516.an estimated accuracy of +/- 6 seconds.
 RC1516
 RC1516.The orthometric height was determined by differential leveling
 RC1516.and adjusted in June 1991.
 RC1516
 RC1516.The geoid height was determined by GEOID03.
 RC1516
 RC1516.The dynamic height is computed by dividing the NAVD 88
 RC1516.geopotential number by the normal gravity value computed on the
 RC1516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1516.degrees latitude (g = 980.6199 gals.).
 RC1516
 RC1516.The modeled gravity was interpolated from observed gravity values.
 RC1516
 RC1516;                    North         East    Units  Estimated Accuracy
 RC1516;SPC OR N     -   220,110.    2,386,920.      MT  (+/- 180 meters Scaled)
 RC1516
 RC1516                          SUPERSEDED SURVEY CONTROL
 RC1516
 RC1516  NGVD 29 (??/??/92)   16.241  (m)           53.28   (f) ADJ UNCH    1 2
 RC1516
 RC1516.Superseded values are not recommended for survey control.
 RC1516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1516.See file dsdata.txt to determine how the superseded data were derived.
 RC1516
 RC1516_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER817544(NAD 83)
 RC1516_MARKER: DD = SURVEY DISK
 RC1516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC1516_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC1516_STAMPING: S 11 800 W 15 000
 RC1516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1516+STABILITY: SURFACE MOTION
 RC1516
 RC1516  HISTORY     - Date     Condition        Report By
 RC1516  HISTORY     - UNK      MONUMENTED       DOD
 RC1516  HISTORY     - 1941     GOOD             NGS
 RC1516  HISTORY     - 1974     MARK NOT FOUND   DOD
 RC1516
 RC1516                          STATION DESCRIPTION
 RC1516
 RC1516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 RC1516'IN BONNEVILLE.
 RC1516'NORTHEAST OF HYDRAULIC LABORATORY.  ABOUT 39 FEET SOUTHEAST OF
 RC1516'WEATHER-BUREAU THERMOMETER AND RAINFALL GAGES.  ABOUT 15 FEET SOUTH OF
 RC1516'CANAL BANK.  ABOUT 200 FEET NORTH OF MAIN ENTRANCE TO GOVERNMENT
 RC1516'WAREHOUSE.
 RC1516
 RC1516                          STATION RECOVERY (1974)
 RC1516
 RC1516'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1974
 RC1516'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0120 ***********************************************************************
 NZ0120  DESIGNATION -  B
 NZ0120  PID         -  NZ0120
 NZ0120  STATE/COUNTY-  OR/JACKSON
 NZ0120  USGS QUAD   -  EMIGRANT LAKE (1983)
 NZ0120
 NZ0120                         *CURRENT SURVEY CONTROL
 NZ0120  ___________________________________________________________________
 NZ0120* NAD 83(1986)-  42 13 47.     (N)    122 34 52.     (W)     SCALED    
 NZ0120* NAVD 88     -       898.92   (+/-2cm)    2949.2    (feet)  VERTCON   
 NZ0120  ___________________________________________________________________
 NZ0120  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 NZ0120  VERT ORDER  -  ? (See Below)
 NZ0120
 NZ0120.The horizontal coordinates were scaled from a topographic map and have
 NZ0120.an estimated accuracy of +/- 6 seconds.
 NZ0120
 NZ0120.The NAVD 88 height was computed by applying the VERTCON shift value to
 NZ0120.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NZ0120.The vertical order pertains to the NGVD 29 superseded value.
 NZ0120
 NZ0120.The geoid height was determined by GEOID03.
 NZ0120
 NZ0120;                    North         East    Units  Estimated Accuracy
 NZ0120;SPC OR S     -    64,680.    1,328,210.      MT  (+/- 180 meters Scaled)
 NZ0120
 NZ0120                          SUPERSEDED SURVEY CONTROL
 NZ0120
 NZ0120  NGVD 29 (??/??/92)  897.804  (m)         2945.55   (f) ADJ UNCH    ?  
 NZ0120
 NZ0120.Superseded values are not recommended for survey control.
 NZ0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0120.See file dsdata.txt to determine how the superseded data were derived.
 NZ0120
 NZ0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM345753(NAD 83)
 NZ0120_MARKER: DD = SURVEY DISK
 NZ0120_SETTING: 80 = SET IN A BOULDER
 NZ0120_SP_SET: BOULDER
 NZ0120_STAMPING: 2945.086 BB B 1908
 NZ0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0120+STABILITY: SURFACE MOTION
 NZ0120
 NZ0120  HISTORY     - Date     Condition        Report By
 NZ0120  HISTORY     - 1908     MONUMENTED       USGS
 NZ0120
 NZ0120                          STATION DESCRIPTION
 NZ0120
 NZ0120'DESCRIBED BY US GEOLOGICAL SURVEY 1908
 NZ0120'8.4 MI NE FROM ASHLAND.
 NZ0120'8.4 MILES NORTHEAST OF THE JUNCTION OF U.S. HIGHWAY 99 AND STATE
 NZ0120'HIGHWAY 66 AT THE SOUTH CITY LIMITS OF ASHLAND, JACKSON COUNTY, ON
 NZ0120'DEAD INDIAN ROAD, ABOUT 300 FEET SOUTH OF THE NEW LOCATION OF THE
 NZ0120'ROAD, 186 FEET NORTHEAST OF A SMALL UNPAINTED HOUSE, 45 FEET WEST OF
 NZ0120'THE WEST LINE OF A TILLED FIELD, 15 FEET NORTHEAST OF THE ABANDONED
 NZ0120'ROAD ON THE WEST SLOPE OF A RIDGE, AND IN THE TOP OF A 2-1/2- BY
 NZ0120'5-FOOT BOULDER PROJECTING 18 INCHES ABOVE THE GROUND.  A UNITED STATES
 NZ0120'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 2945.086 BB B 1908.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0443 ***********************************************************************
 RD0443  DESIGNATION -  B 100 RESET
 RD0443  PID         -  RD0443
 RD0443  STATE/COUNTY-  OR/MULTNOMAH
 RD0443  USGS QUAD   -  PORTLAND (1990)
 RD0443
 RD0443                         *CURRENT SURVEY CONTROL
 RD0443  ___________________________________________________________________
 RD0443* NAD 83(1986)-  45 30 57.     (N)    122 40 45.     (W)     SCALED    
 RD0443* NAVD 88     -        23.038  (meters)      75.58   (feet)  ADJUSTED  
 RD0443  ___________________________________________________________________
 RD0443  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 RD0443  DYNAMIC HT  -          23.039 (meters)      75.59  (feet)  COMP
 RD0443  MODELED GRAV-     980,630.2   (mgal)                       NAVD 88
 RD0443
 RD0443  VERT ORDER  -  FIRST     CLASS II
 RD0443
 RD0443.The horizontal coordinates were scaled from a topographic map and have
 RD0443.an estimated accuracy of +/- 6 seconds.
 RD0443
 RD0443.The orthometric height was determined by differential leveling
 RD0443.and adjusted in June 1991.
 RD0443
 RD0443.Photographs are available for this station.
 RD0443
 RD0443.The geoid height was determined by GEOID03.
 RD0443
 RD0443.The dynamic height is computed by dividing the NAVD 88
 RD0443.geopotential number by the normal gravity value computed on the
 RD0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0443.degrees latitude (g = 980.6199 gals.).
 RD0443
 RD0443.The modeled gravity was interpolated from observed gravity values.
 RD0443
 RD0443;                    North         East    Units  Estimated Accuracy
 RD0443;SPC OR N     -   207,780.    2,329,760.      MT  (+/- 180 meters Scaled)
 RD0443
 RD0443                          SUPERSEDED SURVEY CONTROL
 RD0443
 RD0443  NGVD 29 (05/16/90)   21.971  (m)           72.08   (f) ADJUSTED    1 2
 RD0443
 RD0443.Superseded values are not recommended for survey control.
 RD0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0443.See file dsdata.txt to determine how the superseded data were derived.
 RD0443
 RD0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER250403(NAD 83)
 RD0443_MARKER: DB = BENCH MARK DISK
 RD0443_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RD0443_SP_SET: SIDEWALK
 RD0443_STAMPING: B 100 RESET 1976
 RD0443_MARK LOGO: NGS   
 RD0443_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0443_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD0443+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2007
 RD0443
 RD0443  HISTORY     - Date     Condition        Report By
 RD0443  HISTORY     - 1976     MONUMENTED       NGS
 RD0443  HISTORY     - 1987     GOOD             NGS
 RD0443  HISTORY     - 1988     GOOD             USPSQD
 RD0443  HISTORY     - 1989     GOOD             USPSQD
 RD0443  HISTORY     - 1990     GOOD             USPSQD
 RD0443  HISTORY     - 19940219 GOOD             USPSQD
 RD0443  HISTORY     - 20010207 GOOD             USPSQD
 RD0443  HISTORY     - 20041125 GOOD             USPSQD
 RD0443  HISTORY     - 20051130 GOOD             USPSQD
 RD0443  HISTORY     - 20070309 GOOD             USPSQD
 RD0443
 RD0443                          STATION DESCRIPTION
 RD0443
 RD0443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 RD0443'IN PORTLAND.
 RD0443'IN SOUTHWEST PORTLAND, BETWEEN SW FIFTH AVENUE, AND SW SIXTH AVENUE,
 RD0443'IN A SMALL RECESSED AREA OVER A DRIVEWAY TO AN UNDERGROUND PARKING
 RD0443'AREA, CEMENTED IN A DRILL HOLE IN THE SIDEWALK, 98 FEET EAST OF THE
 RD0443'CENTER OF SW SIXTH AVENUE, 24 FEET SOUTH OF THE CENTER OF SW MAIN
 RD0443'STREET, 6 FEET SOUTH OF THE CURB OF MAIN STREET, 3.5 FEET NORTHEAST OF
 RD0443'A MASONRY WALL, AND 3 FEET NORTHWEST OF AN IRON GUARDRAIL THAT
 RD0443'SUPPORTS PARKING METER NO. F 110514.
 RD0443
 RD0443                          STATION RECOVERY (1987)
 RD0443
 RD0443'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD0443'RECOVERED IN GOOD CONDITION.
 RD0443
 RD0443                          STATION RECOVERY (1988)
 RD0443
 RD0443'RECOVERY NOTE BY US POWER SQUADRON 1988 (KRN)
 RD0443'RECOVERED IN GOOD CONDITION.
 RD0443
 RD0443                          STATION RECOVERY (1989)
 RD0443
 RD0443'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RD0443'RECOVERED IN GOOD CONDITION.
 RD0443
 RD0443                          STATION RECOVERY (1990)
 RD0443
 RD0443'RECOVERY NOTE BY US POWER SQUADRON 1990 (KRN)
 RD0443'RECOVERED IN GOOD CONDITION.
 RD0443
 RD0443                          STATION RECOVERY (1994)
 RD0443
 RD0443'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD0443'RECOVERED IN GOOD CONDITION.
 RD0443
 RD0443                          STATION RECOVERY (2001)
 RD0443
 RD0443'RECOVERY NOTE BY US POWER SQUADRON 2001 (KPK)
 RD0443'RECOVERED IN GOOD CONDITION.
 RD0443
 RD0443                          STATION RECOVERY (2004)
 RD0443
 RD0443'RECOVERY NOTE BY US POWER SQUADRON 2004 (RHC)
 RD0443'THE PARKING METER IS NOW REPLACED BY A PARKING PAY STATION AND THE
 RD0443'DISK IS 8 INCHES ENE OF THE PAY STATION.
 RD0443
 RD0443                          STATION RECOVERY (2005)
 RD0443
 RD0443'RECOVERY NOTE BY US POWER SQUADRON 2005 (MMC)
 RD0443'RECOVERED IN GOOD CONDITION.
 RD0443
 RD0443                          STATION RECOVERY (2007)
 RD0443
 RD0443'RECOVERY NOTE BY US POWER SQUADRON 2007 (RHC)
 RD0443'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3605 ***********************************************************************
 RD3605  DESIGNATION -  B 101
 RD3605  PID         -  RD3605
 RD3605  STATE/COUNTY-  OR/MULTNOMAH
 RD3605  USGS QUAD   -  LINNTON (1990)
 RD3605
 RD3605                         *CURRENT SURVEY CONTROL
 RD3605  ___________________________________________________________________
 RD3605* NAD 83(1991)-  45 37 05.84131(N)    122 48 26.31761(W)     NO CHECK  
 RD3605* NAVD 88     -        22.39   (+/-2cm)      73.5    (feet)  VERTCON   
 RD3605  ___________________________________________________________________
 RD3605  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 RD3605  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 RD3605  HORZ ORDER  -  THIRD
 RD3605  VERT ORDER  -  THIRD ? (See Below)
 RD3605
 RD3605.The horizontal coordinates were established by classical geodetic methods
 RD3605.and adjusted by the National Geodetic Survey in October 1991.
 RD3605.No horizontal observational check was made to the station.
 RD3605
 RD3605.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD3605.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD3605.The vertical order pertains to the NGVD 29 superseded value.
 RD3605
 RD3605.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3605
 RD3605.The geoid height was determined by GEOID03.
 RD3605
 RD3605;                    North         East     Units Scale Factor Converg.
 RD3605;SPC OR N     -   219,439.568 2,320,080.978   MT  0.99992534   -1 38 10.7
 RD3605;SPC OR N     -   719,946.09  7,611,814.23   iFT  0.99992534   -1 38 10.7
 RD3605;SPC WA S     -    34,305.527   320,058.730   MT  1.00005567   -1 40 33.7
 RD3605;SPC WA S     -   112,550.72  1,050,059.35   sFT  1.00005567   -1 40 33.7
 RD3605;UTM  10      - 5,051,656.287   515,022.663   MT  0.99960277   +0 08 15.8
 RD3605
 RD3605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3605!SPC OR N     -   1.00000006  x   0.99992534  =   0.99992540
 RD3605!SPC WA S     -   1.00000006  x   1.00005567  =   1.00005573
 RD3605!UTM  10      -   1.00000006  x   0.99960277  =   0.99960283
 RD3605
 RD3605                          SUPERSEDED SURVEY CONTROL
 RD3605
 RD3605  NAD 83(1986)-  45 37 05.86089(N)    122 48 26.31941(W) AD(       ) 3
 RD3605  NAD 27      -  45 37 06.43935(N)    122 48 21.95488(W) AD(       ) 3
 RD3605  NGVD 29 (07/19/86)   21.36   (m)           70.1    (f) LEVELING    3  
 RD3605
 RD3605.Superseded values are not recommended for survey control.
 RD3605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3605.See file dsdata.txt to determine how the superseded data were derived.
 RD3605
 RD3605_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1502351656(NAD 83)
 RD3605
 RD3605  HISTORY     - Date     Condition        Report By
 RD3605  HISTORY     - 1938     MONUMENTED       ORDT
 RD3605  HISTORY     - 19940420 MARK NOT FOUND   USPSQD
 RD3605
 RD3605                          STATION DESCRIPTION
 RD3605
 RD3605'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1938
 RD3605'SEE STATION MILLER
 RD3605
 RD3605                          STATION RECOVERY (1994)
 RD3605
 RD3605'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD3605'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0524 ***********************************************************************
 RD0524  DESIGNATION -  B 101 RESET
 RD0524  PID         -  RD0524
 RD0524  STATE/COUNTY-  OR/MULTNOMAH
 RD0524  USGS QUAD   -  LINNTON (1990)
 RD0524
 RD0524                         *CURRENT SURVEY CONTROL
 RD0524  ___________________________________________________________________
 RD0524* NAD 83(1986)-  45 37 05.     (N)    122 48 25.     (W)     SCALED    
 RD0524* NAVD 88     -        22.39   (+/-2cm)      73.5    (feet)  VERTCON   
 RD0524  ___________________________________________________________________
 RD0524  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 RD0524  VERT ORDER  -  THIRD (See Below)
 RD0524
 RD0524.The horizontal coordinates were scaled from a topographic map and have
 RD0524.an estimated accuracy of +/- 6 seconds.
 RD0524
 RD0524.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD0524.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD0524.The vertical order pertains to the NGVD 29 superseded value.
 RD0524
 RD0524.The geoid height was determined by GEOID03.
 RD0524
 RD0524;                    North         East    Units  Estimated Accuracy
 RD0524;SPC OR N     -   219,410.    2,320,110.      MT  (+/- 180 meters Scaled)
 RD0524
 RD0524                          SUPERSEDED SURVEY CONTROL
 RD0524
 RD0524  NGVD 29 (??/??/??)   21.36   (m)           70.1    (f) RESET       3  
 RD0524
 RD0524.Superseded values are not recommended for survey control.
 RD0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0524.See file dsdata.txt to determine how the superseded data were derived.
 RD0524
 RD0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER150516(NAD 83)
 RD0524_MARKER: DD = SURVEY DISK
 RD0524_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD0524_SP_SET: RETAINING
 RD0524_STAMPING: 69 B 101 1941
 RD0524_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0524
 RD0524  HISTORY     - Date     Condition        Report By
 RD0524  HISTORY     - 1941     MONUMENTED       ORDT
 RD0524  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RD0524  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 RD0524  HISTORY     - 19940420 MARK NOT FOUND   USPSQD
 RD0524
 RD0524                          STATION DESCRIPTION
 RD0524
 RD0524'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1941
 RD0524'1.75 MI N FROM LINNTON.
 RD0524'ABOUT 1-3/4 MILES NORTH ALONG THE COLUMBIA RIVER HIGHWAY FROM LINNTON,
 RD0524'MULTNOMAH COUNTY, 150 FEET NORTH OF THE NORTHEAST CORNER OF THE MILLER
 RD0524'CREEK BRIDGE, AND IN THE TOP OF THE NORTH END OF A CONCRETE RETAINING
 RD0524'WALL EAST OF THE HIGHWAY AND WEST OF A SECONDARY ROAD LEADING
 RD0524'SOUTHEAST.  AN OREGON STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED
 RD0524'69 B 101 1941.
 RD0524
 RD0524                          STATION RECOVERY (1988)
 RD0524
 RD0524'RECOVERY NOTE BY US POWER SQUADRON 1988 (GAN)
 RD0524'MARK NOT FOUND.
 RD0524
 RD0524                          STATION RECOVERY (1990)
 RD0524
 RD0524'RECOVERY NOTE BY US POWER SQUADRON 1990 (FV)
 RD0524'MARK NOT FOUND.
 RD0524
 RD0524                          STATION RECOVERY (1994)
 RD0524
 RD0524'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD0524'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0484 ***********************************************************************
 RD0484  DESIGNATION -  B 104
 RD0484  PID         -  RD0484
 RD0484  STATE/COUNTY-  OR/MULTNOMAH
 RD0484  USGS QUAD   -  PORTLAND (1990)
 RD0484
 RD0484                         *CURRENT SURVEY CONTROL
 RD0484  ___________________________________________________________________
 RD0484* NAD 83(1986)-  45 32 23.     (N)    122 42 24.     (W)     SCALED    
 RD0484* NAVD 88     -        18.069  (meters)      59.28   (feet)  ADJUSTED  
 RD0484  ___________________________________________________________________
 RD0484  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 RD0484  DYNAMIC HT  -          18.069 (meters)      59.28  (feet)  COMP
 RD0484  MODELED GRAV-     980,613.7   (mgal)                       NAVD 88
 RD0484
 RD0484  VERT ORDER  -  FIRST     CLASS II
 RD0484
 RD0484.The horizontal coordinates were scaled from a topographic map and have
 RD0484.an estimated accuracy of +/- 6 seconds.
 RD0484
 RD0484.The orthometric height was determined by differential leveling
 RD0484.and adjusted in June 1991.
 RD0484.WARNING-Repeat measurements at this control monument indicate possible
 RD0484.vertical movement.
 RD0484
 RD0484.The geoid height was determined by GEOID03.
 RD0484
 RD0484.The dynamic height is computed by dividing the NAVD 88
 RD0484.geopotential number by the normal gravity value computed on the
 RD0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0484.degrees latitude (g = 980.6199 gals.).
 RD0484
 RD0484.The modeled gravity was interpolated from observed gravity values.
 RD0484
 RD0484;                    North         East    Units  Estimated Accuracy
 RD0484;SPC OR N     -   210,490.    2,327,690.      MT  (+/- 180 meters Scaled)
 RD0484
 RD0484                          SUPERSEDED SURVEY CONTROL
 RD0484
 RD0484  NGVD 29 (05/16/90)   17.008  (m)           55.80   (f) ADJUSTED    1 2
 RD0484
 RD0484.Superseded values are not recommended for survey control.
 RD0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0484.See file dsdata.txt to determine how the superseded data were derived.
 RD0484
 RD0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER229429(NAD 83)
 RD0484_MARKER: DB = BENCH MARK DISK
 RD0484_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 RD0484_SP_SET: WAREHOUSE
 RD0484_STAMPING: 55.371 B 104 1933
 RD0484_MARK LOGO: CGS   
 RD0484_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RD0484+STABILITY: POSITION/ELEVATION WELL
 RD0484_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD0484+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2006
 RD0484
 RD0484  HISTORY     - Date     Condition        Report By
 RD0484  HISTORY     - 1933     MONUMENTED       CGS
 RD0484  HISTORY     - 1934     GOOD             NGS
 RD0484  HISTORY     - 1986     GOOD             USPSQD
 RD0484  HISTORY     - 1987     GOOD             NGS
 RD0484  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RD0484  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 RD0484  HISTORY     - 19940219 GOOD             USPSQD
 RD0484  HISTORY     - 20010721 GOOD             USPSQD
 RD0484  HISTORY     - 20050220 GOOD             USPSQD
 RD0484  HISTORY     - 20060228 GOOD             USPSQD
 RD0484
 RD0484                          STATION DESCRIPTION
 RD0484
 RD0484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RD0484'IN PORTLAND.
 RD0484'SET IN THE E.H. EDWARDS CO. BUILDING, ON THE SOUTH SIDE OF N.W.
 RD0484'NICHOLAI ST. JUST EAST OF N.W. TWENTY-THIRD AVE, 30 FEET WEST OF THE
 RD0484'EAST END OF BUILDING, IN SILL OF A DOOR AND 4 FEET ABOVE LEVEL OF
 RD0484'GROUND.
 RD0484
 RD0484                          STATION RECOVERY (1986)
 RD0484
 RD0484'RECOVERY NOTE BY US POWER SQUADRON 1986 (GAN)
 RD0484'RECOVERED IN GOOD CONDITION.
 RD0484
 RD0484                          STATION RECOVERY (1987)
 RD0484
 RD0484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD0484'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IN LINE 7 OREGON IS
 RD0484'ADEQUATE EXCEPT ADD--THE EDWARDS BUILDING IS NOW THE CALIFORNIA TIRE
 RD0484'COMPANY WHICH IS LOCATED JUST EAST OF NORTHWEST 27TH STREET.
 RD0484
 RD0484                          STATION RECOVERY (1988)
 RD0484
 RD0484'RECOVERY NOTE BY US POWER SQUADRON 1988 (GAN)
 RD0484'MARK NOT FOUND.
 RD0484
 RD0484                          STATION RECOVERY (1989)
 RD0484
 RD0484'RECOVERY NOTE BY US POWER SQUADRON 1989 (FV)
 RD0484'MARK NOT FOUND.
 RD0484
 RD0484                          STATION RECOVERY (1994)
 RD0484
 RD0484'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD0484'RECOVERED IN GOOD CONDITION.
 RD0484
 RD0484                          STATION RECOVERY (2001)
 RD0484
 RD0484'RECOVERY NOTE BY US POWER SQUADRON 2001 (GAN)
 RD0484'THE BUILDING IS NO LONGER CALIFORNIA TIRE, IT IS KINESIS.  THE SILL IS
 RD0484' 
 RD0484'NOW A 6 INCH WIDE LEDGE, AND THE DOOR HAS BEEN REPLACED BY A
 RD0484'WOODEN WALL.  THE DISC IS ON THE EAST END OF THE LEDGE.  IT HAS
 RD0484'BEEN PAINTED OVER AND IS HARD TO SEE.  PAINT WAS SCRAPED OFF TO
 RD0484'VERIFY STATION ID.
 RD0484
 RD0484                          STATION RECOVERY (2005)
 RD0484
 RD0484'RECOVERY NOTE BY US POWER SQUADRON 2005 (SO)
 RD0484'THIS IS NOW THE TSI BUILDING. NOT KINESIS AS REPORTED IN 2001
 RD0484
 RD0484                          STATION RECOVERY (2006)
 RD0484
 RD0484'RECOVERY NOTE BY US POWER SQUADRON 2006 (CJ)
 RD0484'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0852 ***********************************************************************
 QD0852  DESIGNATION -  B 105
 QD0852  PID         -  QD0852
 QD0852  STATE/COUNTY-  OR/DESCHUTES
 QD0852  USGS QUAD   -  REDMOND (1975)
 QD0852
 QD0852                         *CURRENT SURVEY CONTROL
 QD0852  ___________________________________________________________________
 QD0852* NAD 83(1986)-  44 16 22.     (N)    121 10 39.     (W)     SCALED    
 QD0852* NAVD 88     -       914.514  (meters)    3000.37   (feet)  ADJUSTED  
 QD0852  ___________________________________________________________________
 QD0852  GEOID HEIGHT-         -21.15  (meters)                     GEOID03
 QD0852  DYNAMIC HT  -         914.210 (meters)    2999.37  (feet)  COMP
 QD0852  MODELED GRAV-     980,255.0   (mgal)                       NAVD 88
 QD0852
 QD0852  VERT ORDER  -  FIRST     CLASS II
 QD0852
 QD0852.The horizontal coordinates were scaled from a topographic map and have
 QD0852.an estimated accuracy of +/- 6 seconds.
 QD0852
 QD0852.The orthometric height was determined by differential leveling
 QD0852.and adjusted in June 1991.
 QD0852.WARNING-Repeat measurements at this control monument indicate possible
 QD0852.vertical movement.
 QD0852
 QD0852.The geoid height was determined by GEOID03.
 QD0852
 QD0852.The dynamic height is computed by dividing the NAVD 88
 QD0852.geopotential number by the normal gravity value computed on the
 QD0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0852.degrees latitude (g = 980.6199 gals.).
 QD0852
 QD0852.The modeled gravity was interpolated from observed gravity values.
 QD0852
 QD0852;                    North         East    Units  Estimated Accuracy
 QD0852;SPC OR S     -   289,730.    1,445,910.      MT  (+/- 180 meters Scaled)
 QD0852
 QD0852                          SUPERSEDED SURVEY CONTROL
 QD0852
 QD0852  NGVD 29 (??/??/92)  913.412  (m)         2996.75   (f) ADJ UNCH    1 2
 QD0852
 QD0852.Superseded values are not recommended for survey control.
 QD0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0852.See file dsdata.txt to determine how the superseded data were derived.
 QD0852
 QD0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ454037(NAD 83)
 QD0852_MARKER: DB = BENCH MARK DISK
 QD0852_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 QD0852+WITH SETTING: PAVEMENT
 QD0852_SP_SET: PORCH
 QD0852_STAMPING: B 105 1941
 QD0852_MARK LOGO: CGS+SS
 QD0852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0852+STABILITY: SURFACE MOTION
 QD0852_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QD0852+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1988
 QD0852
 QD0852  HISTORY     - Date     Condition        Report By
 QD0852  HISTORY     - UNK      MONUMENTED       ORDT
 QD0852  HISTORY     - 1941     GOOD             NGS
 QD0852  HISTORY     - 1987     GOOD             NGS
 QD0852  HISTORY     - 19880715 GOOD             NGS
 QD0852
 QD0852                          STATION DESCRIPTION
 QD0852
 QD0852'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QD0852'IN REDMOND.
 QD0852'LOCATED IN REDMOND AT WEST SIDE OF NINTH STREET BETWEEN D AND E
 QD0852'STREETS, IN EAST MAIN ENTRANCE TO REDMOND UNION HIGH SCHOOL, NORTH OF
 QD0852'STEPS IN ENTRY FLOOR.
 QD0852
 QD0852                          STATION RECOVERY (1987)
 QD0852
 QD0852'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QD0852'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  IN REDMOND,
 QD0852'AT THE JUNCTION OF 9TH STREET AND DESCHUTES AVENUE, 38.4 M (126.0 FT)
 QD0852'SOUTH OF THE CENTER OF THE AVENUE, 31.2 M (102.4 FT) WEST OF THE
 QD0852'CENTER OF THE STREET, 22.6 M (74.1 FT) NORTHEAST OF A FLAG POLE, 1.9
 QD0852'M (6.2 FT) NORTH OF THE CENTER OF THE WEST ENTRANCE INTO THE
 QD0852'EVERGREEN CENTER BUILDING, (OLD HIGH SCHOOL) 0.8 M (2.6 FT) SOUTH OF
 QD0852'THE NORTHEAST CORNER OF THE EVERGREEN CENTER BUILDING, AND 0.2 M
 QD0852'(0.7 FT) EAST OF THE EAST FACE OF THE BUILDING.
 QD0852'THE MARK IS 0.6 M ABOVE THE SIDEWALK.
 QD0852
 QD0852                          STATION RECOVERY (1988)
 QD0852
 QD0852'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QD0852'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0296 ***********************************************************************
 RD0296  DESIGNATION -  B 106 RESET
 RD0296  PID         -  RD0296
 RD0296  STATE/COUNTY-  OR/MARION
 RD0296  USGS QUAD   -  WOODBURN (1985)
 RD0296
 RD0296                         *CURRENT SURVEY CONTROL
 RD0296  ___________________________________________________________________
 RD0296* NAD 83(1986)-  45 12 54.     (N)    122 47 50.     (W)     SCALED    
 RD0296* NAVD 88     -        54.25   (meters)     178.0    (feet)  RESET     
 RD0296  ___________________________________________________________________
 RD0296  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 RD0296  VERT ORDER  -  THIRD
 RD0296
 RD0296.The horizontal coordinates were scaled from a topographic map and have
 RD0296.an estimated accuracy of +/- 6 seconds.
 RD0296
 RD0296.The orthometric height was computed from unverified reset data.
 RD0296
 RD0296.The geoid height was determined by GEOID03.
 RD0296
 RD0296;                    North         East    Units  Estimated Accuracy
 RD0296;SPC OR N     -   174,620.    2,319,590.      MT  (+/- 180 meters Scaled)
 RD0296
 RD0296                          SUPERSEDED SURVEY CONTROL
 RD0296
 RD0296.No superseded survey control is available for this station.
 RD0296
 RD0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER159068(NAD 83)
 RD0296_MARKER: DB = BENCH MARK DISK
 RD0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0296_STAMPING: B 106 RESET 1963
 RD0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0296+STABILITY: SURFACE MOTION
 RD0296
 RD0296  HISTORY     - Date     Condition        Report By
 RD0296  HISTORY     - 1963     MONUMENTED       CGS
 RD0296
 RD0296                          STATION DESCRIPTION
 RD0296
 RD0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 RD0296'2.55 MI SW FROM AURORA.
 RD0296'REACHED FROM THE RAILROAD DEPOT IN AURORA BY GOING SOUTHWEST ON MARKET
 RD0296'ROAD 10 FOR 1.0 MILE TO A CROSSROAD, HUBBARD-WILSONVILLE ROAD,
 RD0296'CONTINUE SOUTHWEST ON MARKET ROAD 10 FOR 0.05 MILE TO A FORK, TAKE
 RD0296'LEFT FORK AND CONTINUE SOUTHWEST ON MARKET ROAD 10 FOR 1.5 MILES TO
 RD0296'THE MARK ON THE RIGHT, 105 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF
 RD0296'MR. H. J. LETTENMAIERS HOUSE, 78 FEET WEST OF MR. LETTENMAIERS MAIL
 RD0296'BOX, 68 FEET NORTH OF A POWER POLE WITH A TRANSFORMER, 42 FEET NORTH
 RD0296'OF THE END OF COUNTY ROAD NO. 441, 33 FEET NORTHWEST OF THE CENTER OF
 RD0296'MARKET ROAD 10, 1 FOOT NORTHEAST OF A METAL WITNESS POST, AND SET IN
 RD0296'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 RD0296'GROUND.  THE NEW BENCH MARK IS 44 FEET SOUTHWEST OF THE OLD ONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0205 ***********************************************************************
 RD0205  DESIGNATION -  B 107
 RD0205  PID         -  RD0205
 RD0205  STATE/COUNTY-  OR/CLACKAMAS
 RD0205  USGS QUAD   -  SANDY (1985)
 RD0205
 RD0205                         *CURRENT SURVEY CONTROL
 RD0205  ___________________________________________________________________
 RD0205* NAD 83(1986)-  45 26 27.     (N)    122 20 21.     (W)     SCALED    
 RD0205* NAVD 88     -       164.690  (meters)     540.32   (feet)  ADJUSTED  
 RD0205  ___________________________________________________________________
 RD0205  GEOID HEIGHT-         -22.71  (meters)                     GEOID03
 RD0205  DYNAMIC HT  -         164.680 (meters)     540.29  (feet)  COMP
 RD0205  MODELED GRAV-     980,554.3   (mgal)                       NAVD 88
 RD0205
 RD0205  VERT ORDER  -  SECOND    CLASS 0
 RD0205
 RD0205.The horizontal coordinates were scaled from a topographic map and have
 RD0205.an estimated accuracy of +/- 6 seconds.
 RD0205
 RD0205.The orthometric height was determined by differential leveling
 RD0205.and adjusted in June 1991.
 RD0205
 RD0205.The geoid height was determined by GEOID03.
 RD0205
 RD0205.The dynamic height is computed by dividing the NAVD 88
 RD0205.geopotential number by the normal gravity value computed on the
 RD0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0205.degrees latitude (g = 980.6199 gals.).
 RD0205
 RD0205.The modeled gravity was interpolated from observed gravity values.
 RD0205
 RD0205;                    North         East    Units  Estimated Accuracy
 RD0205;SPC OR N     -   198,790.    2,356,130.      MT  (+/- 180 meters Scaled)
 RD0205
 RD0205                          SUPERSEDED SURVEY CONTROL
 RD0205
 RD0205  NGVD 29 (??/??/92)  163.635  (m)          536.86   (f) ADJ UNCH    2 0
 RD0205
 RD0205.Superseded values are not recommended for survey control.
 RD0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0205.See file dsdata.txt to determine how the superseded data were derived.
 RD0205
 RD0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER516321(NAD 83)
 RD0205_MARKER: DD = SURVEY DISK
 RD0205_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD0205_SP_SET: CULVERT
 RD0205_STAMPING: B 107 1934
 RD0205_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0205
 RD0205  HISTORY     - Date     Condition        Report By
 RD0205  HISTORY     - 1934     MONUMENTED       ORDT
 RD0205  HISTORY     - 1935     GOOD             ORDT
 RD0205  HISTORY     - 20040810 MARK NOT FOUND   USPSQD
 RD0205
 RD0205                          STATION DESCRIPTION
 RD0205
 RD0205'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1935
 RD0205'2.2 MI SE FROM ORIENT.
 RD0205'IN CLACKAMAS COUNTY, ABOUT 2.2 MILES SOUTHEAST ALONG THE MOUNT HOOD
 RD0205'LOOP HIGHWAY (OREGON 50) FROM ORIENT, MULTNOMAH COUNTY, ABOUT 1.5
 RD0205'MILES SOUTHEAST OF THE MULTNOMAH-CLACKAMAS COUNTY LINE, AT A 4- BY
 RD0205'6-FOOT CONCRETE-BOX CULVERT, IN THE NORTHEAST HEAD WALL, AND IN THE
 RD0205'TOP OF THE NORTHWEST END.  AN OREGON STATE HIGHWAY DEPARTMENT STANDARD
 RD0205'DISK, STAMPED B 107.1934.
 RD0205
 RD0205                          STATION RECOVERY (2004)
 RD0205
 RD0205'RECOVERY NOTE BY US POWER SQUADRON 2004 (DLM)
 RD0205'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1295 ***********************************************************************
 RC1295  DESIGNATION -  B 108
 RC1295  PID         -  RC1295
 RC1295  STATE/COUNTY-  OR/CLACKAMAS
 RC1295  USGS QUAD   -  WAPINITIA PASS (1996)
 RC1295
 RC1295                         *CURRENT SURVEY CONTROL
 RC1295  ___________________________________________________________________
 RC1295* NAD 83(1986)-  45 13 31.     (N)    121 41 50.     (W)     SCALED    
 RC1295* NAVD 88     -      1205.833  (meters)    3956.14   (feet)  ADJUSTED  
 RC1295  ___________________________________________________________________
 RC1295  GEOID HEIGHT-         -20.85  (meters)                     GEOID03
 RC1295  DYNAMIC HT  -        1205.507 (meters)    3955.07  (feet)  COMP
 RC1295  MODELED GRAV-     980,303.4   (mgal)                       NAVD 88
 RC1295
 RC1295  VERT ORDER  -  SECOND    CLASS 0
 RC1295
 RC1295.The horizontal coordinates were scaled from a topographic map and have
 RC1295.an estimated accuracy of +/- 6 seconds.
 RC1295
 RC1295.The orthometric height was determined by differential leveling
 RC1295.and adjusted in June 1991.
 RC1295
 RC1295.The geoid height was determined by GEOID03.
 RC1295
 RC1295.The dynamic height is computed by dividing the NAVD 88
 RC1295.geopotential number by the normal gravity value computed on the
 RC1295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1295.degrees latitude (g = 980.6199 gals.).
 RC1295
 RC1295.The modeled gravity was interpolated from observed gravity values.
 RC1295
 RC1295;                    North         East    Units  Estimated Accuracy
 RC1295;SPC OR N     -   173,890.    2,405,990.      MT  (+/- 180 meters Scaled)
 RC1295
 RC1295                          SUPERSEDED SURVEY CONTROL
 RC1295
 RC1295  NGVD 29 (??/??/92) 1204.703  (m)         3952.43   (f) ADJ UNCH    2 0
 RC1295
 RC1295.Superseded values are not recommended for survey control.
 RC1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1295.See file dsdata.txt to determine how the superseded data were derived.
 RC1295
 RC1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR022088(NAD 83)
 RC1295_MARKER: DB = BENCH MARK DISK
 RC1295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC1295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC1295_STAMPING: B 108 1934
 RC1295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1295+STABILITY: SURFACE MOTION
 RC1295
 RC1295  HISTORY     - Date     Condition        Report By
 RC1295  HISTORY     - 1934     MONUMENTED       CGS
 RC1295  HISTORY     - 1984     GOOD             USPSQD
 RC1295  HISTORY     - 1985     GOOD             USPSQD
 RC1295
 RC1295                          STATION DESCRIPTION
 RC1295
 RC1295'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RC1295'8.6 MI SE FROM GOVERNMENT CAMP.
 RC1295'8.6 MILES SOUTHEAST ALONG THE MOUNT HOOD LOOP HIGHWAY AND THE
 RC1295'WAPINITIA HIGHWAY (OREGON 50) FROM THE BATTLE AXE INN AT (GOVERNMENT
 RC1295'CAMP, CLACKAMAS COUNTY, AT THE SUMMIT OF THE CASCADE RANGE, ABOUT 275
 RC1295'FEET NORTHWEST OF THE CLACKAMAS-WASCO COUNTY LINE, 32 FEET SOUTHWEST
 RC1295'OF THE CENTER LINE OF THE HIGHWAY, AND 14 FEET SOUTHWEST OF A
 RC1295'WAPINITIA PASS SIGN.  A STANDARD DISK, STAMPED B 108 1934 AND SET IN
 RC1295'THE TOP OF A CONCRETE POST.
 RC1295
 RC1295                          STATION RECOVERY (1984)
 RC1295
 RC1295'RECOVERY NOTE BY US POWER SQUADRON 1984
 RC1295'RECOVERED IN GOOD CONDITION.
 RC1295
 RC1295                          STATION RECOVERY (1985)
 RC1295
 RC1295'RECOVERY NOTE BY US POWER SQUADRON 1985
 RC1295'DESCRIPTION ADEQUATE EXCEPT: REFERENCE TO HIGHWAY 50--SHOULD BE
 RC1295'HIGHWAY 26, REFERENCE TO BATTLE INN (BURNED DOWN) SHOULD BE MADE TO
 RC1295''CASCADE SKI CLUB.'
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1454 ***********************************************************************
 RC1454  DESIGNATION -  B 109
 RC1454  PID         -  RC1454
 RC1454  STATE/COUNTY-  OR/HOOD RIVER
 RC1454  USGS QUAD   -  PARKDALE (1994)
 RC1454
 RC1454                         *CURRENT SURVEY CONTROL
 RC1454  ___________________________________________________________________
 RC1454* NAD 83(1986)-  45 32 13.     (N)    121 34 12.     (W)     SCALED    
 RC1454* NAVD 88     -       465.308  (meters)    1526.60   (feet)  ADJUSTED  
 RC1454  ___________________________________________________________________
 RC1454  GEOID HEIGHT-         -21.23  (meters)                     GEOID03
 RC1454  DYNAMIC HT  -         465.245 (meters)    1526.39  (feet)  COMP
 RC1454  MODELED GRAV-     980,467.7   (mgal)                       NAVD 88
 RC1454
 RC1454  VERT ORDER  -  SECOND    CLASS 0
 RC1454
 RC1454.The horizontal coordinates were scaled from a topographic map and have
 RC1454.an estimated accuracy of +/- 6 seconds.
 RC1454
 RC1454.The orthometric height was determined by differential leveling
 RC1454.and adjusted in June 1991.
 RC1454
 RC1454.The geoid height was determined by GEOID03.
 RC1454
 RC1454.The dynamic height is computed by dividing the NAVD 88
 RC1454.geopotential number by the normal gravity value computed on the
 RC1454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1454.degrees latitude (g = 980.6199 gals.).
 RC1454
 RC1454.The modeled gravity was interpolated from observed gravity values.
 RC1454
 RC1454;                    North         East    Units  Estimated Accuracy
 RC1454;SPC OR N     -   208,380.    2,416,440.      MT  (+/- 180 meters Scaled)
 RC1454
 RC1454                          SUPERSEDED SURVEY CONTROL
 RC1454
 RC1454  NGVD 29 (??/??/92)  464.24   (m)         1523.1    (f) COMPUTED    2 0
 RC1454
 RC1454.Superseded values are not recommended for survey control.
 RC1454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1454.See file dsdata.txt to determine how the superseded data were derived.
 RC1454
 RC1454_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR116435(NAD 83)
 RC1454_MARKER: DD = SURVEY DISK
 RC1454_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RC1454_SP_SET: CULVERT
 RC1454_STAMPING: B 109 1934
 RC1454_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC1454
 RC1454  HISTORY     - Date     Condition        Report By
 RC1454  HISTORY     - 1934     MONUMENTED       ORDT
 RC1454  HISTORY     - 1961     GOOD             NGS
 RC1454  HISTORY     - 1974     GOOD             ORDT
 RC1454
 RC1454                          STATION DESCRIPTION
 RC1454
 RC1454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RC1454'IN MT. HOOD.
 RC1454'REACHED FROM THE POST OFFICE AT MT. HOOD GO SOUTHWEST ON STATE HIGHWAY
 RC1454'0.1 MILE TO A SMALL CONCRETE CULVERT, IN TOP OF THE SOUTH END OF THE
 RC1454'WEST HEAD WALL.  NOTE-- THERE IS NOW A NEW HIGHWAY BEING CONSTRUCTED
 RC1454'TO THE EAST OF THIS OLD HIGHWAY.  THIS MARK WILL NOT BE DISTURBED BY
 RC1454'CONSTRUCTION.  NOTE-- ABOUT 0.1 MILES SOUTH OF MT. HOOD ALONG COPPER
 RC1454'SPUR ROAD, SOUTH END OF WEST CONCRETE HEADWALL OF BRIDGE, A DISK
 RC1454'STAMPED B 109 1934.
 RC1454
 RC1454                          STATION RECOVERY (1974)
 RC1454
 RC1454'RECOVERY NOTE BY OREGON DEPARTMENT OF TRANSPORTATION 1974
 RC1454'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1172 ***********************************************************************
 RC1172  DESIGNATION -  B 110
 RC1172  PID         -  RC1172
 RC1172  STATE/COUNTY-  OR/WASCO
 RC1172  USGS QUAD   -  MAUPIN (1996)
 RC1172
 RC1172                         *CURRENT SURVEY CONTROL
 RC1172  ___________________________________________________________________
 RC1172* NAD 83(1986)-  45 10 35.     (N)    121 04 44.     (W)     SCALED    
 RC1172* NAVD 88     -       318.374  (meters)    1044.53   (feet)  ADJUSTED  
 RC1172  ___________________________________________________________________
 RC1172  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 RC1172  DYNAMIC HT  -         318.336 (meters)    1044.41  (feet)  COMP
 RC1172  MODELED GRAV-     980,489.1   (mgal)                       NAVD 88
 RC1172
 RC1172  VERT ORDER  -  SECOND    CLASS 0
 RC1172
 RC1172.The horizontal coordinates were scaled from a topographic map and have
 RC1172.an estimated accuracy of +/- 6 seconds.
 RC1172
 RC1172.The orthometric height was determined by differential leveling
 RC1172.and adjusted in June 1991.
 RC1172
 RC1172.The geoid height was determined by GEOID03.
 RC1172
 RC1172.The dynamic height is computed by dividing the NAVD 88
 RC1172.geopotential number by the normal gravity value computed on the
 RC1172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1172.degrees latitude (g = 980.6199 gals.).
 RC1172
 RC1172.The modeled gravity was interpolated from observed gravity values.
 RC1172
 RC1172;                    North         East    Units  Estimated Accuracy
 RC1172;SPC OR N     -   167,930.    2,454,500.      MT  (+/- 180 meters Scaled)
 RC1172
 RC1172                          SUPERSEDED SURVEY CONTROL
 RC1172
 RC1172  NGVD 29 (??/??/92)  317.353  (m)         1041.18   (f) ADJ UNCH    2 0
 RC1172
 RC1172.Superseded values are not recommended for survey control.
 RC1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1172.See file dsdata.txt to determine how the superseded data were derived.
 RC1172
 RC1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR509043(NAD 83)
 RC1172_MARKER: DB = BENCH MARK DISK
 RC1172_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RC1172_SP_SET: BUILDING
 RC1172_STAMPING: B 110 1934
 RC1172_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RC1172
 RC1172  HISTORY     - Date     Condition        Report By
 RC1172  HISTORY     - 1934     MONUMENTED       CGS
 RC1172  HISTORY     - 1960     GOOD             NGS
 RC1172
 RC1172                          STATION DESCRIPTION
 RC1172
 RC1172'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RC1172'IN MAUPIN.
 RC1172'AT THE MAUPIN SCHOOL BUILDING, 86 FEET SOUTH OF MAIN ENTRANCE TO GRADE
 RC1172'SCHOOL, 16 FEET SOUTHWEST OF SIDEWALK LEADING TO ENTRANCE, 37 FEET
 RC1172'NORTHWEST OF CENTERLINE OF HIGHWAY, AND 4 FEET NORTHWEST OF WALK
 RC1172'PARALELLING STREET.
 RC1172
 RC1172                          STATION RECOVERY (1960)
 RC1172
 RC1172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 RC1172'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0711 ***********************************************************************
 QD0711  DESIGNATION -  B 111
 QD0711  PID         -  QD0711
 QD0711  STATE/COUNTY-  OR/JEFFERSON
 QD0711  USGS QUAD   -  OPAL CITY (1992)
 QD0711
 QD0711                         *CURRENT SURVEY CONTROL
 QD0711  ___________________________________________________________________
 QD0711* NAD 83(1986)-  44 25 10.     (N)    121 12 25.     (W)     SCALED    
 QD0711* NAVD 88     -       860.587  (meters)    2823.44   (feet)  ADJUSTED  
 QD0711  ___________________________________________________________________
 QD0711  GEOID HEIGHT-         -21.17  (meters)                     GEOID03
 QD0711  DYNAMIC HT  -         860.332 (meters)    2822.61  (feet)  COMP
 QD0711  MODELED GRAV-     980,292.9   (mgal)                       NAVD 88
 QD0711
 QD0711  VERT ORDER  -  SECOND    CLASS 0
 QD0711
 QD0711.The horizontal coordinates were scaled from a topographic map and have
 QD0711.an estimated accuracy of +/- 6 seconds.
 QD0711
 QD0711.The orthometric height was determined by differential leveling
 QD0711.and adjusted in June 1991.
 QD0711
 QD0711.The geoid height was determined by GEOID03.
 QD0711
 QD0711.The dynamic height is computed by dividing the NAVD 88
 QD0711.geopotential number by the normal gravity value computed on the
 QD0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0711.degrees latitude (g = 980.6199 gals.).
 QD0711
 QD0711.The modeled gravity was interpolated from observed gravity values.
 QD0711
 QD0711;                    North         East    Units  Estimated Accuracy
 QD0711;SPC OR N     -    83,900.    2,443,700.      MT  (+/- 180 meters Scaled)
 QD0711
 QD0711                          SUPERSEDED SURVEY CONTROL
 QD0711
 QD0711  NGVD 29 (??/??/92)  859.501  (m)         2819.88   (f) ADJ UNCH    2 0
 QD0711
 QD0711.Superseded values are not recommended for survey control.
 QD0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0711.See file dsdata.txt to determine how the superseded data were derived.
 QD0711
 QD0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ427200(NAD 83)
 QD0711_MARKER: DB = BENCH MARK DISK
 QD0711_SETTING: 0 = UNSPECIFIED SETTING
 QD0711_STAMPING: B 111 1934
 QD0711_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0711
 QD0711  HISTORY     - Date     Condition        Report By
 QD0711  HISTORY     - 1934     MONUMENTED       CGS
 QD0711
 QD0711                          STATION DESCRIPTION
 QD0711
 QD0711'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QD0711'1.9 MI S FROM OPAL CITY.
 QD0711'ALONG THE RIGHT OF WAY OF O.T. RY, FROM STATION 79 RAILS,
 QD0711'APPROXIMATELY 869 YARDS NORTH OF MILE POST 124, AT PUBLIC ROAD
 QD0711'CROSSING, 39 FEET EAST OF TRACK, 31 FEET NORTH OF CENTER LINE OF ROAD,
 QD0711'9 FEET WEST OF FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0159 ***********************************************************************
 PB0159  DESIGNATION -  B 112
 PB0159  PID         -  PB0159
 PB0159  STATE/COUNTY-  OR/CROOK
 PB0159  USGS QUAD   -  WEST BUTTE (1967)
 PB0159
 PB0159                         *CURRENT SURVEY CONTROL
 PB0159  ___________________________________________________________________
 PB0159* NAD 83(1986)-  43 55 42.     (N)    120 45 10.     (W)     SCALED    
 PB0159* NAVD 88     -      1272.860  (meters)    4176.04   (feet)  ADJUSTED  
 PB0159  ___________________________________________________________________
 PB0159  GEOID HEIGHT-         -20.03  (meters)                     GEOID03
 PB0159  DYNAMIC HT  -        1272.306 (meters)    4174.22  (feet)  COMP
 PB0159  MODELED GRAV-     980,139.7   (mgal)                       NAVD 88
 PB0159
 PB0159  VERT ORDER  -  SECOND    CLASS 0
 PB0159
 PB0159.The horizontal coordinates were scaled from a topographic map and have
 PB0159.an estimated accuracy of +/- 6 seconds.
 PB0159
 PB0159.The orthometric height was determined by differential leveling
 PB0159.and adjusted in June 1991.
 PB0159
 PB0159.The geoid height was determined by GEOID03.
 PB0159
 PB0159.The dynamic height is computed by dividing the NAVD 88
 PB0159.geopotential number by the normal gravity value computed on the
 PB0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0159.degrees latitude (g = 980.6199 gals.).
 PB0159
 PB0159.The modeled gravity was interpolated from observed gravity values.
 PB0159
 PB0159;                    North         East    Units  Estimated Accuracy
 PB0159;SPC OR S     -   251,270.    1,479,700.      MT  (+/- 180 meters Scaled)
 PB0159
 PB0159                          SUPERSEDED SURVEY CONTROL
 PB0159
 PB0159  NGVD 29 (??/??/92) 1271.678  (m)         4172.16   (f) ADJ UNCH    2 0
 PB0159
 PB0159.Superseded values are not recommended for survey control.
 PB0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0159.See file dsdata.txt to determine how the superseded data were derived.
 PB0159
 PB0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP803663(NAD 83)
 PB0159_MARKER: DB = BENCH MARK DISK
 PB0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0159_STAMPING: B-112 1934
 PB0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0159+STABILITY: SURFACE MOTION
 PB0159
 PB0159  HISTORY     - Date     Condition        Report By
 PB0159  HISTORY     - 1934     MONUMENTED       CGS
 PB0159  HISTORY     - 1936     GOOD             NGS
 PB0159
 PB0159                          STATION DESCRIPTION
 PB0159
 PB0159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 PB0159'36.4 MI S FROM PRINEVILLE.
 PB0159'36.4 MILES SOUTH OF CROOK COUNTY COURTHOUSE AT PRINEVILLE.  6.0 MILES
 PB0159'NORTHEAST OF JUNCTION STATE HIGHWAY 27 AND CENTRAL OREGON NO. 54
 PB0159'HIGHWAY.  250 FEET NORTHEAST OF LARGE ROCK POINT ON TOP OF HIGHEST
 PB0159'POINT AND NORTHWEST END OF RIDGE.  86 FEET SOUTHEAST OF SOUTHWEST END
 PB0159'OF CONCRETE TILE CULVERT UNDER HIGHWAY FILL.  26 FEET SOUTHWEST OF
 PB0159'CENTERLINE OF STATE HIGHWAY 27.  AT SOUTHEAST END OF FILL BETWEEN TWO
 PB0159'CUTS.  19 FEET NORTHEAST OF A FORKED JUNIPER TREE.  U.S. COAST AND
 PB0159'GEODETIC SURVEY STANDARD DISK SET IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0145 ***********************************************************************
 QD0145  DESIGNATION -  B 113
 QD0145  PID         -  QD0145
 QD0145  STATE/COUNTY-  OR/WASCO
 QD0145  USGS QUAD   -  ARRASTRA BUTTE (1987)
 QD0145
 QD0145                         *CURRENT SURVEY CONTROL
 QD0145  ___________________________________________________________________
 QD0145* NAD 83(1986)-  44 50 13.     (N)    120 33 11.     (W)     SCALED    
 QD0145* NAVD 88     -       679.141  (meters)    2228.15   (feet)  ADJUSTED  
 QD0145  ___________________________________________________________________
 QD0145  GEOID HEIGHT-         -20.48  (meters)                     GEOID03
 QD0145  DYNAMIC HT  -         678.972 (meters)    2227.59  (feet)  COMP
 QD0145  MODELED GRAV-     980,347.7   (mgal)                       NAVD 88
 QD0145
 QD0145  VERT ORDER  -  FIRST     CLASS II
 QD0145
 QD0145.The horizontal coordinates were scaled from a topographic map and have
 QD0145.an estimated accuracy of +/- 6 seconds.
 QD0145
 QD0145.The orthometric height was determined by differential leveling
 QD0145.and adjusted in June 1991.
 QD0145
 QD0145.The geoid height was determined by GEOID03.
 QD0145
 QD0145.The dynamic height is computed by dividing the NAVD 88
 QD0145.geopotential number by the normal gravity value computed on the
 QD0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0145.degrees latitude (g = 980.6199 gals.).
 QD0145
 QD0145.The modeled gravity was interpolated from observed gravity values.
 QD0145
 QD0145;                    North         East    Units  Estimated Accuracy
 QD0145;SPC OR N     -   130,040.    2,495,810.      MT  (+/- 180 meters Scaled)
 QD0145
 QD0145                          SUPERSEDED SURVEY CONTROL
 QD0145
 QD0145  NGVD 29 (??/??/92)  678.025  (m)         2224.49   (f) ADJ UNCH    1 2
 QD0145
 QD0145.Superseded values are not recommended for survey control.
 QD0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0145.See file dsdata.txt to determine how the superseded data were derived.
 QD0145
 QD0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ934677(NAD 83)
 QD0145_MARKER: DB = BENCH MARK DISK
 QD0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD0145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QD0145_STAMPING: B-113 1934
 QD0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0145+STABILITY: SURFACE MOTION
 QD0145
 QD0145  HISTORY     - Date     Condition        Report By
 QD0145  HISTORY     - 1934     MONUMENTED       CGS
 QD0145  HISTORY     - 1936     GOOD             NGS
 QD0145  HISTORY     - 1987     MARK NOT FOUND   NGS
 QD0145
 QD0145                          STATION DESCRIPTION
 QD0145
 QD0145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 QD0145'13.5 MI SE FROM ANTELOPE.
 QD0145'13.5 MILES SOUTHEAST OF ANTELOPE HOSECART HOUSE ALONG
 QD0145'MITCHELL-ANTELOPE VIA MUDDY RANCH ROAD.  4.9 MILES NORTHWEST OF MUDDY
 QD0145'RANCH HOUSE.  0.2 MILE SOUTHWEST OF ROCK CLIFF ON NORTHEAST SIDE OF
 QD0145'ROAD ON SMALL KNOLL.  28 FEET SOUTHEAST OF CENTERLINE OF ROAD.
 QD0145
 QD0145                          STATION RECOVERY (1987)
 QD0145
 QD0145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QD0145'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0581 ***********************************************************************
 RB0581  DESIGNATION -  B 114
 RB0581  PID         -  RB0581
 RB0581  STATE/COUNTY-  OR/UMATILLA
 RB0581  USGS QUAD   -  HERMISTON (1993)
 RB0581
 RB0581                         *CURRENT SURVEY CONTROL
 RB0581  ___________________________________________________________________
 RB0581* NAD 83(1986)-  45 50 29.     (N)    119 17 29.     (W)     SCALED    
 RB0581* NAVD 88     -       140.195  (meters)     459.96   (feet)  ADJUSTED  
 RB0581  ___________________________________________________________________
 RB0581  GEOID HEIGHT-         -21.75  (meters)                     GEOID03
 RB0581  DYNAMIC HT  -         140.193 (meters)     459.95  (feet)  COMP
 RB0581  MODELED GRAV-     980,598.6   (mgal)                       NAVD 88
 RB0581
 RB0581  VERT ORDER  -  SECOND    CLASS 0
 RB0581
 RB0581.The horizontal coordinates were scaled from a topographic map and have
 RB0581.an estimated accuracy of +/- 6 seconds.
 RB0581
 RB0581.The orthometric height was determined by differential leveling
 RB0581.and adjusted in June 1991.
 RB0581
 RB0581.The geoid height was determined by GEOID03.
 RB0581
 RB0581.The dynamic height is computed by dividing the NAVD 88
 RB0581.geopotential number by the normal gravity value computed on the
 RB0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0581.degrees latitude (g = 980.6199 gals.).
 RB0581
 RB0581.The modeled gravity was interpolated from observed gravity values.
 RB0581
 RB0581;                    North         East    Units  Estimated Accuracy
 RB0581;SPC OR N     -   242,370.    2,593,880.      MT  (+/- 180 meters Scaled)
 RB0581
 RB0581                          SUPERSEDED SURVEY CONTROL
 RB0581
 RB0581  NGVD 29 (??/??/92)  139.183  (m)          456.64   (f) ADJ UNCH    2 0
 RB0581
 RB0581.Superseded values are not recommended for survey control.
 RB0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0581.See file dsdata.txt to determine how the superseded data were derived.
 RB0581
 RB0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL220789(NAD 83)
 RB0581_MARKER: DB = BENCH MARK DISK
 RB0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0581_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0581_STAMPING: B 114 1934
 RB0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0581+STABILITY: SURFACE MOTION
 RB0581
 RB0581  HISTORY     - Date     Condition        Report By
 RB0581  HISTORY     - 1934     MONUMENTED       CGS
 RB0581  HISTORY     - 1951     GOOD             NGS
 RB0581
 RB0581                          STATION DESCRIPTION
 RB0581
 RB0581'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 RB0581'IN HERMISTON.
 RB0581'AT HERMISTON, UMATILLA COUNTY, ON THE UNION PACIFIC RAILROAD, 52 FEET
 RB0581'NORTH OF THE NORTHEAST CORNER OF THE STATION, ABOUT 100 FEET WEST OF
 RB0581'THE CROSSING OF THE MAIN TRACK AND THE OREGON TRAIL (U.S. 30) 28.7
 RB0581'FEET NORTH OF THE CENTERLINE OF THE TRACK, AND 4.2 FEET NORTH OF THE
 RB0581'SOUTHEAST CORNER OF THE SECTION-HOUSE FENCE.  A STANDARD DISK, STAMPED
 RB0581'B 114 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0222 ***********************************************************************
 NY0222  DESIGNATION -  B 115
 NY0222  PID         -  NY0222
 NY0222  STATE/COUNTY-  OR/LAKE
 NY0222  USGS QUAD   -  SYCAN MARSH EAST (1988)
 NY0222
 NY0222                         *CURRENT SURVEY CONTROL
 NY0222  ___________________________________________________________________
 NY0222* NAD 83(1986)-  42 50 17.     (N)    121 01 37.     (W)     SCALED    
 NY0222* NAVD 88     -      1566.246  (meters)    5138.59   (feet)  ADJUSTED  
 NY0222  ___________________________________________________________________
 NY0222  GEOID HEIGHT-         -20.92  (meters)                     GEOID03
 NY0222  DYNAMIC HT  -        1565.278 (meters)    5135.42  (feet)  COMP
 NY0222  MODELED GRAV-     979,947.7   (mgal)                       NAVD 88
 NY0222
 NY0222  VERT ORDER  -  SECOND    CLASS 0
 NY0222
 NY0222.The horizontal coordinates were scaled from a topographic map and have
 NY0222.an estimated accuracy of +/- 6 seconds.
 NY0222
 NY0222.The orthometric height was determined by differential leveling
 NY0222.and adjusted in June 1991.
 NY0222
 NY0222.The geoid height was determined by GEOID03.
 NY0222
 NY0222.The dynamic height is computed by dividing the NAVD 88
 NY0222.geopotential number by the normal gravity value computed on the
 NY0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0222.degrees latitude (g = 980.6199 gals.).
 NY0222
 NY0222.The modeled gravity was interpolated from observed gravity values.
 NY0222
 NY0222;                    North         East    Units  Estimated Accuracy
 NY0222;SPC OR S     -   130,260.    1,456,920.      MT  (+/- 180 meters Scaled)
 NY0222
 NY0222                          SUPERSEDED SURVEY CONTROL
 NY0222
 NY0222  NGVD 29 (??/??/92) 1564.976  (m)         5134.43   (f) ADJ UNCH    2 0
 NY0222
 NY0222.Superseded values are not recommended for survey control.
 NY0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0222.See file dsdata.txt to determine how the superseded data were derived.
 NY0222
 NY0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFN612447(NAD 83)
 NY0222_MARKER: DB = BENCH MARK DISK
 NY0222_SETTING: 66 = SET IN ROCK OUTCROP
 NY0222_SP_SET: OUTCROP
 NY0222_STAMPING: B 115 1935
 NY0222_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NY0222+STABILITY: POSITION/ELEVATION WELL
 NY0222
 NY0222  HISTORY     - Date     Condition        Report By
 NY0222  HISTORY     - 1935     MONUMENTED       CGS
 NY0222  HISTORY     - 1936     GOOD             NGS
 NY0222
 NY0222                          STATION DESCRIPTION
 NY0222
 NY0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 NY0222'22.1 MI S FROM SILVER LAKE.
 NY0222'22.1 MILE S ALONG BLY ROAD FROM THE SCHOOL HOUSE.  ALONG THE ROAD FROM
 NY0222'SILVER LAKE VIA SYCAN TO BLY.  5.6 MILE N OF THE ZX RANCHHOUSE. 1.0
 NY0222'MILE SE OF THE JUNCTION OF ROAD LEADING NE TO POLE BUTTE.  78 FEET E
 NY0222'OF THE FENCE.  30 FEET W OF THE CENTER OF THE ROAD.  5 FEET S OF A
 NY0222'4-FOOT HIGH STONE CAIRN.  SET ON TOP OF ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0246 ***********************************************************************
 NY0246  DESIGNATION -  B 116
 NY0246  PID         -  NY0246
 NY0246  STATE/COUNTY-  OR/KLAMATH
 NY0246  USGS QUAD   -  RODEO BUTTE (1988)
 NY0246
 NY0246                         *CURRENT SURVEY CONTROL
 NY0246  ___________________________________________________________________
 NY0246* NAD 83(1986)-  42 33 28.     (N)    121 06 03.     (W)     SCALED    
 NY0246* NAVD 88     -      1464.304  (meters)    4804.14   (feet)  ADJUSTED  
 NY0246  ___________________________________________________________________
 NY0246  GEOID HEIGHT-         -21.56  (meters)                     GEOID03
 NY0246  DYNAMIC HT  -        1463.368 (meters)    4801.07  (feet)  COMP
 NY0246  MODELED GRAV-     979,930.8   (mgal)                       NAVD 88
 NY0246
 NY0246  VERT ORDER  -  SECOND    CLASS 0
 NY0246
 NY0246.The horizontal coordinates were scaled from a topographic map and have
 NY0246.an estimated accuracy of +/- 6 seconds.
 NY0246
 NY0246.The orthometric height was determined by differential leveling
 NY0246.and adjusted in June 1991.
 NY0246
 NY0246.The geoid height was determined by GEOID03.
 NY0246
 NY0246.The dynamic height is computed by dividing the NAVD 88
 NY0246.geopotential number by the normal gravity value computed on the
 NY0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0246.degrees latitude (g = 980.6199 gals.).
 NY0246
 NY0246.The modeled gravity was interpolated from observed gravity values.
 NY0246
 NY0246;                    North         East    Units  Estimated Accuracy
 NY0246;SPC OR S     -    99,170.    1,450,660.      MT  (+/- 180 meters Scaled)
 NY0246
 NY0246                          SUPERSEDED SURVEY CONTROL
 NY0246
 NY0246  NGVD 29 (??/??/92) 1463.082  (m)         4800.13   (f) ADJ UNCH    2 0
 NY0246
 NY0246.Superseded values are not recommended for survey control.
 NY0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0246.See file dsdata.txt to determine how the superseded data were derived.
 NY0246
 NY0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFN559134(NAD 83)
 NY0246_MARKER: DB = BENCH MARK DISK
 NY0246_SETTING: 66 = SET IN ROCK OUTCROP
 NY0246_SP_SET: OUTCROP
 NY0246_STAMPING: B 116 1935
 NY0246_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NY0246+STABILITY: POSITION/ELEVATION WELL
 NY0246
 NY0246  HISTORY     - Date     Condition        Report By
 NY0246  HISTORY     - 1935     MONUMENTED       CGS
 NY0246  HISTORY     - 1936     GOOD             NGS
 NY0246  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NY0246
 NY0246                          STATION DESCRIPTION
 NY0246
 NY0246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 NY0246'13.3 MI NW FROM BLY.
 NY0246'13.3 MILES NW OF AND ALONG SILVER LAKE ROAD VIA SYCAN ABOUT 9.8 MILES
 NY0246'N OF JUNCTION OF SILVER LAKE ROAD AND O. S. H. NO. 66.  158 FEET NE OF
 NY0246'SECTION LINE BETWEEN SECTIONS 6 AND 7, T 35 S, R 14 E, 47 FEET E OF
 NY0246'THE CENTER OF THE ROAD.  SET ON TOP OF AN OUTCROP OF ROCK.
 NY0246
 NY0246                          STATION RECOVERY (1985)
 NY0246
 NY0246'RECOVERY NOTE BY US POWER SQUADRON 1985 (GNL)
 NY0246'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0978 ***********************************************************************
 NY0978  DESIGNATION -  B 118 RESET
 NY0978  PID         -  NY0978
 NY0978  STATE/COUNTY-  OR/LAKE
 NY0978  USGS QUAD   -  COLLINS RIM (1979)
 NY0978
 NY0978                         *CURRENT SURVEY CONTROL
 NY0978  ___________________________________________________________________
 NY0978* NAD 83(1986)-  42 00 40.     (N)    120 00 36.     (W)     SCALED    
 NY0978* NAVD 88     -      1692.03   (meters)    5551.3    (feet)  RESET     
 NY0978  ___________________________________________________________________
 NY0978  GEOID HEIGHT-         -20.74  (meters)                     GEOID03
 NY0978  VERT ORDER  -  THIRD
 NY0978
 NY0978.The horizontal coordinates were scaled from a topographic map and have
 NY0978.an estimated accuracy of +/- 6 seconds.
 NY0978
 NY0978.The orthometric height was computed from unverified reset data.
 NY0978.No vertical observational check was made to the station.
 NY0978
 NY0978.The geoid height was determined by GEOID03.
 NY0978
 NY0978;                    North         East    Units  Estimated Accuracy
 NY0978;SPC OR S     -    38,380.    1,540,590.      MT  (+/- 180 meters Scaled)
 NY0978
 NY0978                          SUPERSEDED SURVEY CONTROL
 NY0978
 NY0978.No superseded survey control is available for this station.
 NY0978
 NY0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGM475553(NAD 83)
 NY0978_MARKER: DB = BENCH MARK DISK
 NY0978_SETTING: 66 = SET IN ROCK OUTCROP
 NY0978_SP_SET: ROCK OUTCROP
 NY0978_STAMPING: B 118 RESET 1987
 NY0978_MARK LOGO: NGS   
 NY0978_MAGNETIC: N = NO MAGNETIC MATERIAL
 NY0978_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NY0978+STABILITY: POSITION/ELEVATION WELL
 NY0978_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NY0978+SATELLITE: SATELLITE OBSERVATIONS - 1987
 NY0978
 NY0978  HISTORY     - Date     Condition        Report By
 NY0978  HISTORY     - 1987     MONUMENTED       ORDT
 NY0978
 NY0978                          STATION DESCRIPTION
 NY0978
 NY0978'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1987
 NY0978'THE STATION IS LOCATED ABOUT 8.1 MILES SOUTHWEST OF WARNER AT HIGHWAY
 NY0978'STATIONING  169+50.  IT IS ABOUT 60 FEET NORTH OF THE CENTERLINE OF
 NY0978'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0093 ***********************************************************************
 NX0093  DESIGNATION -  B 119
 NX0093  PID         -  NX0093
 NX0093  STATE/COUNTY-  OR/HARNEY
 NX0093  USGS QUAD   -  FIELDS (1980)
 NX0093
 NX0093                         *CURRENT SURVEY CONTROL
 NX0093  ___________________________________________________________________
 NX0093* NAD 83(1986)-  42 17 36.     (N)    118 43 14.     (W)     SCALED    
 NX0093* NAVD 88     -      1444.309  (meters)    4738.54   (feet)  ADJUSTED  
 NX0093  ___________________________________________________________________
 NX0093  GEOID HEIGHT-         -19.47  (meters)                     GEOID03
 NX0093  DYNAMIC HT  -        1443.380 (meters)    4735.49  (feet)  COMP
 NX0093  MODELED GRAV-     979,928.2   (mgal)                       NAVD 88
 NX0093
 NX0093  VERT ORDER  -  SECOND    CLASS 0
 NX0093
 NX0093.The horizontal coordinates were scaled from a topographic map and have
 NX0093.an estimated accuracy of +/- 6 seconds.
 NX0093
 NX0093.The orthometric height was determined by differential leveling
 NX0093.and adjusted in June 1991.
 NX0093
 NX0093.The geoid height was determined by GEOID03.
 NX0093
 NX0093.The dynamic height is computed by dividing the NAVD 88
 NX0093.geopotential number by the normal gravity value computed on the
 NX0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0093.degrees latitude (g = 980.6199 gals.).
 NX0093
 NX0093.The modeled gravity was interpolated from observed gravity values.
 NX0093
 NX0093;                    North         East    Units  Estimated Accuracy
 NX0093;SPC OR S     -    71,170.    1,646,740.      MT  (+/- 180 meters Scaled)
 NX0093
 NX0093                          SUPERSEDED SURVEY CONTROL
 NX0093
 NX0093  NGVD 29 (??/??/92) 1443.132  (m)         4734.68   (f) ADJ UNCH    2 0
 NX0093
 NX0093.Superseded values are not recommended for survey control.
 NX0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NX0093.See file dsdata.txt to determine how the superseded data were derived.
 NX0093
 NX0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG581837(NAD 83)
 NX0093_MARKER: DB = BENCH MARK DISK
 NX0093_SETTING: 80 = SET IN A BOULDER
 NX0093_SP_SET: LAVA BOULDER
 NX0093_STAMPING: B-119 1934
 NX0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NX0093+STABILITY: SURFACE MOTION
 NX0093
 NX0093  HISTORY     - Date     Condition        Report By
 NX0093  HISTORY     - 1934     MONUMENTED       CGS
 NX0093
 NX0093                          STATION DESCRIPTION
 NX0093
 NX0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NX0093'3.3 MI NW FROM FIELDS.
 NX0093'3.3 MILES NORTHWEST OF FIELDS, POST OFFICE SET IN LAVA BOULDER 5 FOOT
 NX0093'LONG, AND 2 FOOT WIDE.  60 FEET SOUTH OF DRY CREEK BED.  30 FEET NORTH
 NX0093'OF CENTERLINE OF ROAD FROM FIELDS TO BLITZEN 1971-USGS REPORT-- 2.0
 NX0093'MILES ALONG THE ROAD TO FRENCHGLEN FIELDS FROM FIELDS, THENCE LEFT AT
 NX0093'A Y FORK ON TO THE OLD ROAD FOR 1.4 MILES TO THE BM ON THE RIGHT. 17
 NX0093'FT. NORTH OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0172 ***********************************************************************
 NX0172  DESIGNATION -  B 121
 NX0172  PID         -  NX0172
 NX0172  STATE/COUNTY-  OR/LAKE
 NX0172  USGS QUAD   -  RABBIT HILLS NW (1980)
 NX0172
 NX0172                         *CURRENT SURVEY CONTROL
 NX0172  ___________________________________________________________________
 NX0172* NAD 83(1986)-  42 39 30.     (N)    119 58 38.     (W)     SCALED    
 NX0172* NAVD 88     -      1413.896  (meters)    4638.76   (feet)  ADJUSTED  
 NX0172  ___________________________________________________________________
 NX0172  GEOID HEIGHT-         -20.30  (meters)                     GEOID03
 NX0172  DYNAMIC HT  -        1413.041 (meters)    4635.95  (feet)  COMP
 NX0172  MODELED GRAV-     979,967.1   (mgal)                       NAVD 88
 NX0172
 NX0172  VERT ORDER  -  SECOND    CLASS 0
 NX0172
 NX0172.The horizontal coordinates were scaled from a topographic map and have
 NX0172.an estimated accuracy of +/- 6 seconds.
 NX0172
 NX0172.The orthometric height was determined by differential leveling
 NX0172.and adjusted in June 1991.
 NX0172
 NX0172.The geoid height was determined by GEOID03.
 NX0172
 NX0172.The dynamic height is computed by dividing the NAVD 88
 NX0172.geopotential number by the normal gravity value computed on the
 NX0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0172.degrees latitude (g = 980.6199 gals.).
 NX0172
 NX0172.The modeled gravity was interpolated from observed gravity values.
 NX0172
 NX0172;                    North         East    Units  Estimated Accuracy
 NX0172;SPC OR S     -   110,290.    1,542,860.      MT  (+/- 180 meters Scaled)
 NX0172
 NX0172                          SUPERSEDED SURVEY CONTROL
 NX0172
 NX0172  NGVD 29 (??/??/92) 1412.710  (m)         4634.87   (f) ADJ UNCH    2 0
 NX0172
 NX0172.Superseded values are not recommended for survey control.
 NX0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NX0172.See file dsdata.txt to determine how the superseded data were derived.
 NX0172
 NX0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKH559271(NAD 83)
 NX0172_MARKER: DB = BENCH MARK DISK
 NX0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NX0172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NX0172_STAMPING: B 121 1934
 NX0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NX0172+STABILITY: SURFACE MOTION
 NX0172
 NX0172  HISTORY     - Date     Condition        Report By
 NX0172  HISTORY     - 1934     MONUMENTED       CGS
 NX0172
 NX0172                          STATION DESCRIPTION
 NX0172
 NX0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NX0172'9.3 MI NW FROM GOVERNMENT WELL.
 NX0172'ABOUT 9.3 MILES NORTHWEST OF GOVERNMENT WELL, LAKE COUNTY, ABOUT 0.2
 NX0172'MILE SOUTHEAST OF A BRIDGE, AT THE NORTHWEST END OF A LONG TANGENT,
 NX0172'AND 25 FEET NORTHEAST OF THE ROAD.  A STANDARD DISK, STAMPED B 121
 NX0172'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0204 ***********************************************************************
 OA0204  DESIGNATION -  B 123
 OA0204  PID         -  OA0204
 OA0204  STATE/COUNTY-  OR/CURRY
 OA0204  USGS QUAD   -  BROOKINGS (1986)
 OA0204
 OA0204                         *CURRENT SURVEY CONTROL
 OA0204  ___________________________________________________________________
 OA0204* NAD 83(1986)-  42 03 12.     (N)    124 17 04.     (W)     SCALED    
 OA0204* NAVD 88     -        39.748  (meters)     130.41   (feet)  POSTED    
 OA0204  ___________________________________________________________________
 OA0204  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 OA0204  DYNAMIC HT  -          39.740 (meters)     130.38  (feet)  COMP
 OA0204  MODELED GRAV-     980,318.7   (mgal)                       NAVD 88
 OA0204
 OA0204  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 OA0204
 OA0204.The horizontal coordinates were scaled from a topographic map and have
 OA0204.an estimated accuracy of +/- 6 seconds.
 OA0204
 OA0204.The orthometric height was determined by differential leveling
 OA0204.and adjusted by the  in 1992.
 OA0204.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 OA0204.rate of 1.1 thru 2.0 mm/km.
 OA0204
 OA0204.The geoid height was determined by GEOID03.
 OA0204
 OA0204.The dynamic height is computed by dividing the NAVD 88
 OA0204.geopotential number by the normal gravity value computed on the
 OA0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0204.degrees latitude (g = 980.6199 gals.).
 OA0204
 OA0204.The modeled gravity was interpolated from observed gravity values.
 OA0204
 OA0204;                    North         East    Units  Estimated Accuracy
 OA0204;SPC OR S     -    50,030.    1,186,800.      MT  (+/- 180 meters Scaled)
 OA0204
 OA0204                          SUPERSEDED SURVEY CONTROL
 OA0204
 OA0204  NGVD 29 (??/??/92)   38.664  (m)          126.85   (f) ADJ UNCH    1 2
 OA0204
 OA0204.Superseded values are not recommended for survey control.
 OA0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0204.See file dsdata.txt to determine how the superseded data were derived.
 OA0204
 OA0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCM937564(NAD 83)
 OA0204_MARKER: DD = SURVEY DISK
 OA0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA0204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OA0204_STAMPING: B 123 1940
 OA0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0204+STABILITY: SURFACE MOTION
 OA0204
 OA0204  HISTORY     - Date     Condition        Report By
 OA0204  HISTORY     - 1940     MONUMENTED       ORHD
 OA0204  HISTORY     - 1953     MARK NOT FOUND   USGS
 OA0204  HISTORY     - 1988     MARK NOT FOUND   NGS
 OA0204  HISTORY     - 19981112 MARK NOT FOUND   USPSQD
 OA0204
 OA0204                          STATION DESCRIPTION
 OA0204
 OA0204'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 OA0204'IN BROOKINGS.
 OA0204'AT BROOKINGS, CURRY COUNTY, ON THE OREGON COAST HIGHWAY (U.S. 101),
 OA0204'ABOUT 400 FEET NORTHWEST OF THE POST OFFICE, 38 FEET NORTH OF THE
 OA0204'CENTER LINE OF THE HIGHWAY, 30 FEET EAST OF A STREET LEADING
 OA0204'NORTHWEST, AT THE NORTH EDGE OF A GRAVEL WALK, AND AT A WHITE WOODEN
 OA0204'POST STENCILED U.S.B.M.  AN OREGON STATE HIGHWAY DEPARTMENT STANDARD
 OA0204'DISK, STAMPED B 123 1940 AND SET IN THE TOP OF A CONCRETE POST. NOTE--
 OA0204'SITE OF MARK IS NOW A SURFACED PARKING AREA.
 OA0204
 OA0204                          STATION RECOVERY (1988)
 OA0204
 OA0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 OA0204'THERE HAS BEEN ROAD CONSTRUCTION AT THIS LOCATION.
 OA0204
 OA0204                          STATION RECOVERY (1998)
 OA0204
 OA0204'RECOVERY NOTE BY US POWER SQUADRON 1998
 OA0204'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0537 ***********************************************************************
 QC0537  DESIGNATION -  B 125
 QC0537  PID         -  QC0537
 QC0537  STATE/COUNTY-  OR/GRANT
 QC0537  USGS QUAD   -  PICTURE GORGE WEST (1990)
 QC0537
 QC0537                         *CURRENT SURVEY CONTROL
 QC0537  ___________________________________________________________________
 QC0537* NAD 83(1986)-  44 31 39.     (N)    119 37 58.     (W)     SCALED    
 QC0537* NAVD 88     -       681.676  (meters)    2236.47   (feet)  ADJUSTED  
 QC0537  ___________________________________________________________________
 QC0537  GEOID HEIGHT-         -19.16  (meters)                     GEOID03
 QC0537  DYNAMIC HT  -         681.475 (meters)    2235.81  (feet)  COMP
 QC0537  MODELED GRAV-     980,302.2   (mgal)                       NAVD 88
 QC0537
 QC0537  VERT ORDER  -  FIRST     CLASS II
 QC0537
 QC0537.The horizontal coordinates were scaled from a topographic map and have
 QC0537.an estimated accuracy of +/- 6 seconds.
 QC0537
 QC0537.The orthometric height was determined by differential leveling
 QC0537.and adjusted in June 1991.
 QC0537
 QC0537.The geoid height was determined by GEOID03.
 QC0537
 QC0537.The dynamic height is computed by dividing the NAVD 88
 QC0537.geopotential number by the normal gravity value computed on the
 QC0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0537.degrees latitude (g = 980.6199 gals.).
 QC0537
 QC0537.The modeled gravity was interpolated from observed gravity values.
 QC0537
 QC0537;                    North         East    Units  Estimated Accuracy
 QC0537;SPC OR N     -    96,030.    2,568,930.      MT  (+/- 180 meters Scaled)
 QC0537
 QC0537                          SUPERSEDED SURVEY CONTROL
 QC0537
 QC0537  NGVD 29 (??/??/92)  680.550  (m)         2232.77   (f) ADJ UNCH    1 2
 QC0537
 QC0537.Superseded values are not recommended for survey control.
 QC0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0537.See file dsdata.txt to determine how the superseded data were derived.
 QC0537
 QC0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKK907338(NAD 83)
 QC0537_MARKER: DD = SURVEY DISK
 QC0537_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QC0537_SP_SET: BRIDGE CURB
 QC0537_STAMPING: B 125 1942 2233.016
 QC0537_MARK LOGO: ORHD  
 QC0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0537+STABILITY: SURFACE MOTION
 QC0537_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QC0537+SATELLITE: SATELLITE OBSERVATIONS - July 10, 1987
 QC0537
 QC0537  HISTORY     - Date     Condition        Report By
 QC0537  HISTORY     - 1942     MONUMENTED       ORHD
 QC0537  HISTORY     - 1963     GOOD             NGS
 QC0537  HISTORY     - 19870710 GOOD             NGS
 QC0537
 QC0537                          STATION DESCRIPTION
 QC0537
 QC0537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 QC0537'7.1 MI NW FROM DAYVILLE.
 QC0537'7.1 MILES NORTHWEST ALONG U.S. HIGHWAY 26 FROM THE DAYVILLE POST
 QC0537'OFFICE, AT THE JUNCTION OF U.S. HIGHWAY 26 AND STATE HIGHWAY 19, IN
 QC0537'THE NORTHWEST CORNER OF THE CURB OF THE CONCRETE BRIDGE OVER ROCK
 QC0537'CREEK, BRIDGE NO. 5-124.12, 14 FEET SOUTHWEST OF THE CENTER OF STATE
 QC0537'HIGHWAY 19 AND 3 FEET SOUTHEAST OF THE NORTHWEST CORNER OF THE BRIDGE.
 QC0537
 QC0537                          STATION RECOVERY (1987)
 QC0537
 QC0537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QC0537'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0084 ***********************************************************************
 NY0084  DESIGNATION -  B 126
 NY0084  PID         -  NY0084
 NY0084  STATE/COUNTY-  OR/LAKE
 NY0084  USGS QUAD   -  CROOKED CREEK VALLEY (1964)
 NY0084
 NY0084                         *CURRENT SURVEY CONTROL
 NY0084  ___________________________________________________________________
 NY0084* NAD 83(1986)-  42 15 04.     (N)    120 21 45.     (W)     SCALED    
 NY0084* NAVD 88     -      1507.715  (meters)    4946.56   (feet)  ADJUSTED  
 NY0084  ___________________________________________________________________
 NY0084  GEOID HEIGHT-         -20.89  (meters)                     GEOID03
 NY0084  DYNAMIC HT  -        1506.723 (meters)    4943.31  (feet)  COMP
 NY0084  MODELED GRAV-     979,910.6   (mgal)                       NAVD 88
 NY0084
 NY0084  VERT ORDER  -  FIRST     CLASS II
 NY0084
 NY0084.The horizontal coordinates were scaled from a topographic map and have
 NY0084.an estimated accuracy of +/- 6 seconds.
 NY0084
 NY0084.The orthometric height was determined by differential leveling
 NY0084.and adjusted in June 1991.
 NY0084
 NY0084.The geoid height was determined by GEOID03.
 NY0084
 NY0084.The dynamic height is computed by dividing the NAVD 88
 NY0084.geopotential number by the normal gravity value computed on the
 NY0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0084.degrees latitude (g = 980.6199 gals.).
 NY0084
 NY0084.The modeled gravity was interpolated from observed gravity values.
 NY0084
 NY0084;                    North         East    Units  Estimated Accuracy
 NY0084;SPC OR S     -    64,930.    1,511,350.      MT  (+/- 180 meters Scaled)
 NY0084
 NY0084                          SUPERSEDED SURVEY CONTROL
 NY0084
 NY0084  NGVD 29 (??/??/92) 1506.506  (m)         4942.60   (f) ADJ UNCH    1 2
 NY0084
 NY0084.Superseded values are not recommended for survey control.
 NY0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0084.See file dsdata.txt to determine how the superseded data were derived.
 NY0084
 NY0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGM175810(NAD 83)
 NY0084_MARKER: DB = BENCH MARK DISK
 NY0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NY0084_STAMPING: B 126 1942
 NY0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0084+STABILITY: SURFACE MOTION
 NY0084
 NY0084  HISTORY     - Date     Condition        Report By
 NY0084  HISTORY     - 1942     MONUMENTED       ORDT
 NY0084  HISTORY     - 1942     GOOD             NGS
 NY0084
 NY0084                          STATION DESCRIPTION
 NY0084
 NY0084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NY0084'4.25 MI N FROM LAKEVIEW.
 NY0084'ALONG THE HIGHWAY U.S. NO. 395, 0.25 MILE NORTH OF MARK F 375, 54 FEET
 NY0084'EAST AND 8 FEET ABOVE CENTER LINE OF HIGHWAY, 0.3 MILE SOUTH OF WARNER
 NY0084'VALLEY JUNCTION, WITNESS POST SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0937 ***********************************************************************
 RD0937  DESIGNATION -  B 127
 RD0937  PID         -  RD0937
 RD0937  STATE/COUNTY-  OR/YAMHILL
 RD0937  USGS QUAD   -  SHERIDAN (1992)
 RD0937
 RD0937                         *CURRENT SURVEY CONTROL
 RD0937  ___________________________________________________________________
 RD0937* NAD 83(1986)-  45 05 57.     (N)    123 23 51.     (W)     SCALED    
 RD0937* NAVD 88     -        59.453  (meters)     195.06   (feet)  ADJUSTED  
 RD0937  ___________________________________________________________________
 RD0937  GEOID HEIGHT-         -21.54  (meters)                     GEOID03
 RD0937  DYNAMIC HT  -          59.454 (meters)     195.06  (feet)  COMP
 RD0937  MODELED GRAV-     980,641.0   (mgal)                       NAVD 88
 RD0937
 RD0937  VERT ORDER  -  SECOND    CLASS 0
 RD0937
 RD0937.The horizontal coordinates were scaled from a topographic map and have
 RD0937.an estimated accuracy of +/- 6 seconds.
 RD0937
 RD0937.The orthometric height was determined by differential leveling
 RD0937.and adjusted in June 1991.
 RD0937
 RD0937.The geoid height was determined by GEOID03.
 RD0937
 RD0937.The dynamic height is computed by dividing the NAVD 88
 RD0937.geopotential number by the normal gravity value computed on the
 RD0937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0937.degrees latitude (g = 980.6199 gals.).
 RD0937
 RD0937.The modeled gravity was interpolated from observed gravity values.
 RD0937
 RD0937;                    North         East    Units  Estimated Accuracy
 RD0937;SPC OR N     -   163,270.    2,272,010.      MT  (+/- 180 meters Scaled)
 RD0937
 RD0937                          SUPERSEDED SURVEY CONTROL
 RD0937
 RD0937  NGVD 29 (??/??/92)   58.411  (m)          191.64   (f) ADJ UNCH    2 0
 RD0937
 RD0937.Superseded values are not recommended for survey control.
 RD0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0937.See file dsdata.txt to determine how the superseded data were derived.
 RD0937
 RD0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ687940(NAD 83)
 RD0937_MARKER: DD = SURVEY DISK
 RD0937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0937_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0937_STAMPING: B 127 1942
 RD0937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0937+STABILITY: SURFACE MOTION
 RD0937
 RD0937  HISTORY     - Date     Condition        Report By
 RD0937  HISTORY     - 1942     MONUMENTED       ORDT
 RD0937  HISTORY     - 1949     GOOD             NGS
 RD0937  HISTORY     - 1982     GOOD             NGS
 RD0937  HISTORY     - 1989     GOOD             USPSQD
 RD0937
 RD0937                          STATION DESCRIPTION
 RD0937
 RD0937'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 RD0937'0.2 MI W FROM SHERIDAN.
 RD0937'0.2 MILE WEST ALONG STATE HIGHWAY 18 (MAIN STREET) FROM THE CITY HALL
 RD0937'AT SHERIDAN, AT THE T JUNCTION OF LINCOLN STREET, 37.7 FEET NORTHWEST
 RD0937'OF THE CENTER LINE OF MAIN STREET, 31 1/2 FEET NORTHEAST OF A SIGN
 RD0937'READING SHERIDAN FUNERAL HOME, 20.0 FEET SOUTHWEST OF THE CENTER LINE
 RD0937'OF LINCOLN STREET, 19.0 FEET NORTH OF BM FOR, 1.5 FEET NORTH OF A
 RD0937'TRAFFIC STOP SIGN, ABOUT 1/2 FOOT HIGHER THAN THE STREET, AND SET IN
 RD0937'THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 RD0937
 RD0937                          STATION RECOVERY (1982)
 RD0937
 RD0937'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RD0937'REACHED BY GOING WEST 0.3 KM ALONG HIGHWAY 18 FROM THE CITY HALL IN
 RD0937'SHERIDAN, TO T JUNCTION WITH LINCOLN STREET AND MARK IN NORTHWEST
 RD0937'QUADRANT. IT IS 11.9 METERS NW OF THE CENTER OF MAIN STREET, 10.9
 RD0937'METERS NORTHEAST OF A SIGN READING SHERIDAN FUNERAL HOME, 6.7 METERS
 RD0937'SOUTHWEST OF THE CENTERLINE OF LINCOLN STREET, 58 METERS NORTH OF BM
 RD0937'FOR 0.5 METERS NORTH OF A TRAFFIC STOP SIGN AND SET INTO THE TOP OF A
 RD0937'CONCRETE POST PROJECTING .02 METERS ABOVE THE SIDEWALK.
 RD0937
 RD0937                          STATION RECOVERY (1989)
 RD0937
 RD0937'RECOVERY NOTE BY US POWER SQUADRON 1989 (SMN)
 RD0937'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH0881 ***********************************************************************
 OH0881  DESIGNATION -  B 128
 OH0881  PID         -  OH0881
 OH0881  STATE/COUNTY-  OR/MALHEUR
 OH0881  USGS QUAD   -  SHEAVILLE (1969)
 OH0881
 OH0881                         *CURRENT SURVEY CONTROL
 OH0881  ___________________________________________________________________
 OH0881* NAD 83(1986)-  43 07 46.     (N)    117 02 10.     (W)     SCALED    
 OH0881* NAVD 88     -      1398.852  (meters)    4589.40   (feet)  ADJUSTED  
 OH0881  ___________________________________________________________________
 OH0881  GEOID HEIGHT-         -16.82  (meters)                     GEOID03
 OH0881  DYNAMIC HT  -        1398.126 (meters)    4587.02  (feet)  COMP
 OH0881  MODELED GRAV-     980,051.8   (mgal)                       NAVD 88
 OH0881
 OH0881  VERT ORDER  -  SECOND    CLASS 0
 OH0881
 OH0881.The horizontal coordinates were scaled from a topographic map and have
 OH0881.an estimated accuracy of +/- 6 seconds.
 OH0881
 OH0881.The orthometric height was determined by differential leveling
 OH0881.and adjusted in June 1991.
 OH0881
 OH0881.The geoid height was determined by GEOID03.
 OH0881
 OH0881.The dynamic height is computed by dividing the NAVD 88
 OH0881.geopotential number by the normal gravity value computed on the
 OH0881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0881.degrees latitude (g = 980.6199 gals.).
 OH0881
 OH0881.The modeled gravity was interpolated from observed gravity values.
 OH0881
 OH0881;                    North         East    Units  Estimated Accuracy
 OH0881;SPC OR S     -   168,320.    1,781,750.      MT  (+/- 180 meters Scaled)
 OH0881
 OH0881                          SUPERSEDED SURVEY CONTROL
 OH0881
 OH0881  NGVD 29 (??/??/92) 1397.801  (m)         4585.95   (f) ADJ UNCH    2 0
 OH0881
 OH0881.Superseded values are not recommended for survey control.
 OH0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0881.See file dsdata.txt to determine how the superseded data were derived.
 OH0881
 OH0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH970751(NAD 83)
 OH0881_MARKER: DB = BENCH MARK DISK
 OH0881_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OH0881_SP_SET: BRIDGE
 OH0881_STAMPING: B 128 1934
 OH0881_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OH0881
 OH0881  HISTORY     - Date     Condition        Report By
 OH0881  HISTORY     - 1934     MONUMENTED       CGS
 OH0881  HISTORY     - 1966     GOOD             NGS
 OH0881
 OH0881                          STATION DESCRIPTION
 OH0881
 OH0881'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 OH0881'10.85 MI N FROM JORDAN VALLEY.
 OH0881'6.05 MILES NORTH ALONG U.S. HIGHWAY 95 FROM THE SCHOOL AT JORDAN
 OH0881'VALLEY, THENCE 4.8 MILES NORTH ALONG FORMER U.S. HIGHWAY 95, 0.1 MILE
 OH0881'NORTHEAST OF A RANCHHOUSE, ABOUT 57 YARDS NORTHEAST OF THE CENTER OF
 OH0881'THE JUNCTION OF A GRAVELED ROAD SOUTHEAST TO SILVER CITY, IN THE TOP
 OH0881'OF THE NORTHWEST END OF NORTHEAST ABUTMENT OF AN ABANDONED BRIDGE OVER
 OH0881'COW CREEK, 39 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 52
 OH0881'FEET EAST OF THE EAST CORNER OF A BRIDGE OVER COW CREEK, 20.0 FEET
 OH0881'SOUTHEAST OF A FENCE, AND ABOUT LEVEL WITH THE FORMER HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0040 ***********************************************************************
 NX0040  DESIGNATION -  B 129
 NX0040  PID         -  NX0040
 NX0040  STATE/COUNTY-  OR/MALHEUR
 NX0040  USGS QUAD   -  TWELVEMILE RIDGE (1981)
 NX0040
 NX0040                         *CURRENT SURVEY CONTROL
 NX0040  ___________________________________________________________________
 NX0040* NAD 83(1986)-  42 23 15.     (N)    118 03 30.     (W)     SCALED    
 NX0040* NAVD 88     -      1406.085  (meters)    4613.13   (feet)  ADJUSTED  
 NX0040  ___________________________________________________________________
 NX0040  GEOID HEIGHT-         -18.69  (meters)                     GEOID03
 NX0040  DYNAMIC HT  -        1405.207 (meters)    4610.25  (feet)  COMP
 NX0040  MODELED GRAV-     979,948.1   (mgal)                       NAVD 88
 NX0040
 NX0040  VERT ORDER  -  SECOND    CLASS 0
 NX0040
 NX0040.The horizontal coordinates were scaled from a topographic map and have
 NX0040.an estimated accuracy of +/- 6 seconds.
 NX0040
 NX0040.The orthometric height was determined by differential leveling
 NX0040.and adjusted in June 1991.
 NX0040
 NX0040.The geoid height was determined by GEOID03.
 NX0040
 NX0040.The dynamic height is computed by dividing the NAVD 88
 NX0040.geopotential number by the normal gravity value computed on the
 NX0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0040.degrees latitude (g = 980.6199 gals.).
 NX0040
 NX0040.The modeled gravity was interpolated from observed gravity values.
 NX0040
 NX0040;                    North         East    Units  Estimated Accuracy
 NX0040;SPC OR S     -    83,000.    1,701,030.      MT  (+/- 180 meters Scaled)
 NX0040
 NX0040                          SUPERSEDED SURVEY CONTROL
 NX0040
 NX0040  NGVD 29 (??/??/92) 1404.922  (m)         4609.31   (f) ADJ UNCH    2 0
 NX0040
 NX0040.Superseded values are not recommended for survey control.
 NX0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NX0040.See file dsdata.txt to determine how the superseded data were derived.
 NX0040
 NX0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG128933(NAD 83)
 NX0040_MARKER: DB = BENCH MARK DISK
 NX0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NX0040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NX0040_STAMPING: B 129 1934
 NX0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NX0040+STABILITY: SURFACE MOTION
 NX0040
 NX0040  HISTORY     - Date     Condition        Report By
 NX0040  HISTORY     - 1934     MONUMENTED       CGS
 NX0040  HISTORY     - 1976     GOOD             USGS
 NX0040
 NX0040                          STATION DESCRIPTION
 NX0040
 NX0040'DESCRIBED BY US GEOLOGICAL SURVEY 1976
 NX0040'13.4 MI NE FROM WHITE HORSE RANCH.
 NX0040'WHITE HORSE RANCH, EAST 0.2 MILES, THENCE NORTHEAST ON THE MAIN
 NX0040'TRAVELED ROAD FOR 5.6 MILES, THENCE EAST ON A TRACK ROAD FOR 5.8
 NX0040'MILES, THENCE SOUTHEAST (RIGHT FORK) FOR 1.8 MILES, 300 FEET WEST OF
 NX0040'TWELVEMILE CREEK, 93 FEET NORTHEAST OF A ROAD AND DITCH CROSSING, AND
 NX0040'33 FEET EAST OF A NORTH-SOUTH ROAD AND IN A FENCE LINE.  DISK STAMPED
 NX0040'B 129 1934 AND IN A CONCRETE POST.  THIS MARK IS ABOUT A MILE SOUTH OF
 NX0040'TWELVEMILE RANCH.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0229 ***********************************************************************
 NW0229  DESIGNATION -  B 130
 NW0229  PID         -  NW0229
 NW0229  STATE/COUNTY-  OR/MALHEUR
 NW0229  USGS QUAD   -  SCOTT RESERVOIR (1972)
 NW0229
 NW0229                         *CURRENT SURVEY CONTROL
 NW0229  ___________________________________________________________________
 NW0229* NAD 83(1986)-  42 51 29.     (N)    117 33 41.     (W)     SCALED    
 NW0229* NAVD 88     -      1196.978  (meters)    3927.09   (feet)  ADJUSTED  
 NW0229  ___________________________________________________________________
 NW0229  GEOID HEIGHT-         -17.96  (meters)                     GEOID03
 NW0229  DYNAMIC HT  -        1196.359 (meters)    3925.05  (feet)  COMP
 NW0229  MODELED GRAV-     980,061.5   (mgal)                       NAVD 88
 NW0229
 NW0229  VERT ORDER  -  SECOND    CLASS 0
 NW0229
 NW0229.The horizontal coordinates were scaled from a topographic map and have
 NW0229.an estimated accuracy of +/- 6 seconds.
 NW0229
 NW0229.The orthometric height was determined by differential leveling
 NW0229.and adjusted in June 1991.
 NW0229
 NW0229.The geoid height was determined by GEOID03.
 NW0229
 NW0229.The dynamic height is computed by dividing the NAVD 88
 NW0229.geopotential number by the normal gravity value computed on the
 NW0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0229.degrees latitude (g = 980.6199 gals.).
 NW0229
 NW0229.The modeled gravity was interpolated from observed gravity values.
 NW0229
 NW0229;                    North         East    Units  Estimated Accuracy
 NW0229;SPC OR S     -   136,560.    1,740,100.      MT  (+/- 180 meters Scaled)
 NW0229
 NW0229                          SUPERSEDED SURVEY CONTROL
 NW0229
 NW0229  NGVD 29 (??/??/92) 1195.928  (m)         3923.64   (f) ADJ UNCH    2 0
 NW0229
 NW0229.Superseded values are not recommended for survey control.
 NW0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0229.See file dsdata.txt to determine how the superseded data were derived.
 NW0229
 NW0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH541452(NAD 83)
 NW0229_MARKER: DB = BENCH MARK DISK
 NW0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NW0229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NW0229_STAMPING: B 130 1934
 NW0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NW0229+STABILITY: SURFACE MOTION
 NW0229
 NW0229  HISTORY     - Date     Condition        Report By
 NW0229  HISTORY     - 1934     MONUMENTED       CGS
 NW0229
 NW0229                          STATION DESCRIPTION
 NW0229
 NW0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NW0229'4.3 MI NE FROM ROME.
 NW0229'4.3 MILES NORTHEAST ALONG THE 1934 SURVEY FOR THE IDAHO-OREGON-NEVADA
 NW0229'HIGHWAY FROM ROME, MALHEUR COUNTY, 700 FEET NORTHWEST OF THE ROAD
 NW0229'LEADING FROM FRETWELL RANCH TO AROCK, AND 60 FEET SOUTH OF
 NW0229'HIGHWAY-SURVEY STATION 3743.  A STANDARD DISK, STAMPED B 130 1934 AND
 NW0229'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH0854 ***********************************************************************
 OH0854  DESIGNATION -  B 132
 OH0854  PID         -  OH0854
 OH0854  STATE/COUNTY-  OR/MALHEUR
 OH0854  USGS QUAD   -  PARMA (1975)
 OH0854
 OH0854                         *CURRENT SURVEY CONTROL
 OH0854  ___________________________________________________________________
 OH0854* NAD 83(1986)-  43 52 26.     (N)    116 58 28.     (W)     SCALED    
 OH0854* NAVD 88     -       670.284  (meters)    2199.09   (feet)  ADJUSTED  
 OH0854  ___________________________________________________________________
 OH0854  GEOID HEIGHT-         -17.84  (meters)                     GEOID03
 OH0854  DYNAMIC HT  -         670.073 (meters)    2198.40  (feet)  COMP
 OH0854  MODELED GRAV-     980,282.5   (mgal)                       NAVD 88
 OH0854
 OH0854  VERT ORDER  -  FIRST     CLASS II
 OH0854
 OH0854.The horizontal coordinates were scaled from a topographic map and have
 OH0854.an estimated accuracy of +/- 6 seconds.
 OH0854
 OH0854.The orthometric height was determined by differential leveling
 OH0854.and adjusted in June 1991.
 OH0854
 OH0854.The geoid height was determined by GEOID03.
 OH0854
 OH0854.The dynamic height is computed by dividing the NAVD 88
 OH0854.geopotential number by the normal gravity value computed on the
 OH0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0854.degrees latitude (g = 980.6199 gals.).
 OH0854
 OH0854.The modeled gravity was interpolated from observed gravity values.
 OH0854
 OH0854;                    North         East    Units  Estimated Accuracy
 OH0854;SPC OR S     -   251,160.    1,783,280.      MT  (+/- 180 meters Scaled)
 OH0854
 OH0854                          SUPERSEDED SURVEY CONTROL
 OH0854
 OH0854  NGVD 29 (??/??/92)  669.321  (m)         2195.93   (f) ADJ UNCH    1 2
 OH0854
 OH0854.Superseded values are not recommended for survey control.
 OH0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0854.See file dsdata.txt to determine how the superseded data were derived.
 OH0854
 OH0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ020578(NAD 83)
 OH0854_MARKER: DB = BENCH MARK DISK
 OH0854_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OH0854_SP_SET: CULVERT
 OH0854_STAMPING: B 132 1934
 OH0854_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH0854
 OH0854  HISTORY     - Date     Condition        Report By
 OH0854  HISTORY     - 1934     MONUMENTED       CGS
 OH0854
 OH0854                          STATION DESCRIPTION
 OH0854
 OH0854'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OH0854'1.7 MI S FROM NYSSA.
 OH0854'ABOUT 1.7 MILES SOUTH ALONG THE IDAHO-OREGON-NEVADA HIGHWAY (OREGON
 OH0854'201) FROM THE PUBLIC LIBRARY AT NYSSA, MALHEUR COUNTY, AT A
 OH0854'RIGHT-ANGLE TURN, AT THE JUNCTION OF A ROAD LEADING NORTH, WEST OF THE
 OH0854'ROAD IN FRONT OF THE L. SIMMONS RESIDENCE, AT AN IRRIGATION-DITCH
 OH0854'CULVERT, AND IN THE CONCRETE HEAD WALL.  A STANDARD DISK, STAMPED B
 OH0854'132 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0255 ***********************************************************************
 NW0255  DESIGNATION -  B 133
 NW0255  PID         -  NW0255
 NW0255  STATE/COUNTY-  OR/MALHEUR
 NW0255  USGS QUAD   -  ROME (1972)
 NW0255
 NW0255                         *CURRENT SURVEY CONTROL
 NW0255  ___________________________________________________________________
 NW0255* NAD 83(1986)-  42 50 59.     (N)    117 41 20.     (W)     SCALED    
 NW0255* NAVD 88     -      1055.947  (meters)    3464.39   (feet)  ADJUSTED  
 NW0255  ___________________________________________________________________
 NW0255  GEOID HEIGHT-         -18.16  (meters)                     GEOID03
 NW0255  DYNAMIC HT  -        1055.414 (meters)    3462.64  (feet)  COMP
 NW0255  MODELED GRAV-     980,079.8   (mgal)                       NAVD 88
 NW0255
 NW0255  VERT ORDER  -  SECOND    CLASS 0
 NW0255
 NW0255.The horizontal coordinates were scaled from a topographic map and have
 NW0255.an estimated accuracy of +/- 6 seconds.
 NW0255
 NW0255.The orthometric height was determined by differential leveling
 NW0255.and adjusted in June 1991.
 NW0255
 NW0255.The geoid height was determined by GEOID03.
 NW0255
 NW0255.The dynamic height is computed by dividing the NAVD 88
 NW0255.geopotential number by the normal gravity value computed on the
 NW0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0255.degrees latitude (g = 980.6199 gals.).
 NW0255
 NW0255.The modeled gravity was interpolated from observed gravity values.
 NW0255
 NW0255;                    North         East    Units  Estimated Accuracy
 NW0255;SPC OR S     -   135,270.    1,729,720.      MT  (+/- 180 meters Scaled)
 NW0255
 NW0255                          SUPERSEDED SURVEY CONTROL
 NW0255
 NW0255  NGVD 29 (??/??/92) 1054.908  (m)         3460.98   (f) ADJ UNCH    2 0
 NW0255
 NW0255.Superseded values are not recommended for survey control.
 NW0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0255.See file dsdata.txt to determine how the superseded data were derived.
 NW0255
 NW0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH437443(NAD 83)
 NW0255_MARKER: DB = BENCH MARK DISK
 NW0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NW0255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NW0255_STAMPING: B 133 1934
 NW0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NW0255+STABILITY: SURFACE MOTION
 NW0255
 NW0255  HISTORY     - Date     Condition        Report By
 NW0255  HISTORY     - 1934     MONUMENTED       CGS
 NW0255
 NW0255                          STATION DESCRIPTION
 NW0255
 NW0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NW0255'2.2 MI W FROM ROME.
 NW0255'2.2 MILES WEST OF JUNCTION OF MCDERMITT-FOLLY FARM ROADS 300 FEET WEST
 NW0255'OF SMALL DRY CREEK.  45 FEET SOUTH OF FOLLY-FARM-ROME ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0118 ***********************************************************************
 PA0118  DESIGNATION -  B 134
 PA0118  PID         -  PA0118
 PA0118  STATE/COUNTY-  OR/MALHEUR
 PA0118  USGS QUAD   -  FOLLY FARM (1974)
 PA0118
 PA0118                         *CURRENT SURVEY CONTROL
 PA0118  ___________________________________________________________________
 PA0118* NAD 83(1986)-  43 03 29.     (N)    118 10 22.     (W)     SCALED    
 PA0118* NAVD 88     -      1247.141  (meters)    4091.66   (feet)  ADJUSTED  
 PA0118  ___________________________________________________________________
 PA0118  GEOID HEIGHT-         -18.40  (meters)                     GEOID03
 PA0118  DYNAMIC HT  -        1246.470 (meters)    4089.46  (feet)  COMP
 PA0118  MODELED GRAV-     980,040.0   (mgal)                       NAVD 88
 PA0118
 PA0118  VERT ORDER  -  SECOND    CLASS 0
 PA0118
 PA0118.The horizontal coordinates were scaled from a topographic map and have
 PA0118.an estimated accuracy of +/- 6 seconds.
 PA0118
 PA0118.The orthometric height was determined by differential leveling
 PA0118.and adjusted in June 1991.
 PA0118
 PA0118.The geoid height was determined by GEOID03.
 PA0118
 PA0118.The dynamic height is computed by dividing the NAVD 88
 PA0118.geopotential number by the normal gravity value computed on the
 PA0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0118.degrees latitude (g = 980.6199 gals.).
 PA0118
 PA0118.The modeled gravity was interpolated from observed gravity values.
 PA0118
 PA0118;                    North         East    Units  Estimated Accuracy
 PA0118;SPC OR S     -   157,190.    1,689,540.      MT  (+/- 180 meters Scaled)
 PA0118
 PA0118                          SUPERSEDED SURVEY CONTROL
 PA0118
 PA0118  NGVD 29 (??/??/92) 1245.992  (m)         4087.89   (f) ADJ UNCH    2 0
 PA0118
 PA0118.Superseded values are not recommended for survey control.
 PA0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0118.See file dsdata.txt to determine how the superseded data were derived.
 PA0118
 PA0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH044679(NAD 83)
 PA0118_MARKER: DB = BENCH MARK DISK
 PA0118_SETTING: 66 = SET IN ROCK OUTCROP
 PA0118_SP_SET: ROCK OUTCROP
 PA0118_STAMPING: B 134 1934
 PA0118_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PA0118+STABILITY: POSITION/ELEVATION WELL
 PA0118
 PA0118  HISTORY     - Date     Condition        Report By
 PA0118  HISTORY     - 1934     MONUMENTED       CGS
 PA0118  HISTORY     - 1974     GOOD             USGS
 PA0118
 PA0118                          STATION DESCRIPTION
 PA0118
 PA0118'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 PA0118'0.7 MI NE FROM CROWLEY.
 PA0118'ABOUT 0.7 MILES NORTHEAST ON THE ROAD TO CROWLEY FROM ITS JUNCTION
 PA0118'WITH OREGON HIGHWAY 78 NEAR FOLLY FARM (SITE), 60 FEET NORTHWEST OF
 PA0118'THE ROAD AND ABOUT 10 FEET HIGHER.  A STANDARD DISK SET IN A ROCK
 PA0118'OUTCROP AND STAMPED B 134 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0263 ***********************************************************************
 NW0263  DESIGNATION -  B 135
 NW0263  PID         -  NW0263
 NW0263  STATE/COUNTY-  OR/MALHEUR
 NW0263  USGS QUAD   -  FLAT TOP MTN (1980)
 NW0263
 NW0263                         *CURRENT SURVEY CONTROL
 NW0263  ___________________________________________________________________
 NW0263* NAD 83(1986)-  42 40 05.     (N)    117 54 59.     (W)     SCALED    
 NW0263* NAVD 88     -      1194.336  (meters)    3918.42   (feet)  ADJUSTED  
 NW0263  ___________________________________________________________________
 NW0263  GEOID HEIGHT-         -18.45  (meters)                     GEOID03
 NW0263  DYNAMIC HT  -        1193.687 (meters)    3916.29  (feet)  COMP
 NW0263  MODELED GRAV-     980,036.2   (mgal)                       NAVD 88
 NW0263
 NW0263  VERT ORDER  -  SECOND    CLASS 0
 NW0263
 NW0263.The horizontal coordinates were scaled from a topographic map and have
 NW0263.an estimated accuracy of +/- 6 seconds.
 NW0263
 NW0263.The orthometric height was determined by differential leveling
 NW0263.and adjusted in August 1995.
 NW0263
 NW0263.The geoid height was determined by GEOID03.
 NW0263
 NW0263.The dynamic height is computed by dividing the NAVD 88
 NW0263.geopotential number by the normal gravity value computed on the
 NW0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0263.degrees latitude (g = 980.6199 gals.).
 NW0263
 NW0263.The modeled gravity was interpolated from observed gravity values.
 NW0263
 NW0263;                    North         East    Units  Estimated Accuracy
 NW0263;SPC OR S     -   114,500.    1,711,750.      MT  (+/- 180 meters Scaled)
 NW0263
 NW0263                          SUPERSEDED SURVEY CONTROL
 NW0263
 NW0263  NAVD 88 (06/15/91) 1194.360  (m)         3918.50   (f) UNKNOWN     2 0
 NW0263  NGVD 29 (??/??/92) 1193.306  (m)         3915.04   (f) ADJ UNCH    2 0
 NW0263
 NW0263.Superseded values are not recommended for survey control.
 NW0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0263.See file dsdata.txt to determine how the superseded data were derived.
 NW0263
 NW0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH249243(NAD 83)
 NW0263_MARKER: DB = BENCH MARK DISK
 NW0263_SETTING: 80 = SET IN A BOULDER
 NW0263_SP_SET: BOULDER
 NW0263_STAMPING: B 135 1934
 NW0263_MARK LOGO: CGS   
 NW0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NW0263+STABILITY: SURFACE MOTION
 NW0263
 NW0263  HISTORY     - Date     Condition        Report By
 NW0263  HISTORY     - 1934     MONUMENTED       CGS
 NW0263  HISTORY     - 1975     GOOD             USGS
 NW0263
 NW0263                          STATION DESCRIPTION
 NW0263
 NW0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NW0263'10 MI S FROM ROME.
 NW0263'ABOUT 10 MILES SOUTH ALONG THE ROAD LEADING TO MCDERMITT, NEVADA, FROM
 NW0263'ROME, MALHEUR COUNTY, THENCE ABOUT 13.2 MILES SOUTHWEST ALONG THE ROAD
 NW0263'LEADING TO DENIO, ABOUT 100 FEET SOUTHWEST OF THE EDGE OF A SMALL AREA
 NW0263'OF ROCKY BLACK SOIL, 80 FEET NORTHEAST OF THE ROAD, AND IN A BOULDER.
 NW0263'A STANDARD DISK, STAMPED B 135 1934.
 NW0263
 NW0263                          STATION RECOVERY (1975)
 NW0263
 NW0263'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NW0263'BURNS JUNCTION, 6.5 MI S OF, ALONG US HWY 95, THENCE 1.3 MI SW ALONG
 NW0263'GRADED RD TO GATE, THENCE 0.1 MI N ALONG TRACK RD TO FENCE CORNER,
 NW0263'THENCE 1.9 MI W AND S ALONG OUTSIDE OF FENCE TO RD FORK, THENCE 1.4
 NW0263'MI S. ABOUT 100 FT SW OF EDGE OF ROCKY BLACK SOIL, 80 FT SE OF RD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0105 ***********************************************************************
 NX0105  DESIGNATION -  B 136
 NX0105  PID         -  NX0105
 NX0105  STATE/COUNTY-  OR/HARNEY
 NX0105  USGS QUAD   -  BUTLER HILL (1971)
 NX0105
 NX0105                         *CURRENT SURVEY CONTROL
 NX0105  ___________________________________________________________________
 NX0105* NAD 83(1986)-  42 43 07.     (N)    119 04 06.     (W)     SCALED    
 NX0105* NAVD 88     -      1388.983  (meters)    4557.02   (feet)  ADJUSTED  
 NX0105  ___________________________________________________________________
 NX0105  GEOID HEIGHT-         -19.56  (meters)                     GEOID03
 NX0105  DYNAMIC HT  -        1388.156 (meters)    4554.31  (feet)  COMP
 NX0105  MODELED GRAV-     979,977.3   (mgal)                       NAVD 88
 NX0105
 NX0105  VERT ORDER  -  SECOND    CLASS 0
 NX0105
 NX0105.The horizontal coordinates were scaled from a topographic map and have
 NX0105.an estimated accuracy of +/- 6 seconds.
 NX0105
 NX0105.The orthometric height was determined by differential leveling
 NX0105.and adjusted in June 1991.
 NX0105
 NX0105.The geoid height was determined by GEOID03.
 NX0105
 NX0105.The dynamic height is computed by dividing the NAVD 88
 NX0105.geopotential number by the normal gravity value computed on the
 NX0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0105.degrees latitude (g = 980.6199 gals.).
 NX0105
 NX0105.The modeled gravity was interpolated from observed gravity values.
 NX0105
 NX0105;                    North         East    Units  Estimated Accuracy
 NX0105;SPC OR S     -   117,860.    1,617,260.      MT  (+/- 180 meters Scaled)
 NX0105
 NX0105                          SUPERSEDED SURVEY CONTROL
 NX0105
 NX0105  NGVD 29 (??/??/92) 1387.805  (m)         4553.16   (f) ADJ UNCH    2 0
 NX0105
 NX0105.Superseded values are not recommended for survey control.
 NX0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NX0105.See file dsdata.txt to determine how the superseded data were derived.
 NX0105
 NX0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH306316(NAD 83)
 NX0105_MARKER: DB = BENCH MARK DISK
 NX0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NX0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NX0105_STAMPING: B 136 1934
 NX0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NX0105+STABILITY: SURFACE MOTION
 NX0105
 NX0105  HISTORY     - Date     Condition        Report By
 NX0105  HISTORY     - 1934     MONUMENTED       CGS
 NX0105
 NX0105                          STATION DESCRIPTION
 NX0105
 NX0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NX0105'6.8 MI N FROM BLITZEN.
 NX0105'ABOUT 6.8 MILES NORTH ALONG THE FRENCHGLEN ROAD FROM THE SCHOOLHOUSE
 NX0105'AT BLITZEN, HARNEY COUNTY, ABOUT 2 MILES SOUTH OF A RIGHT-ANGLE TURN
 NX0105'IN THE ROAD, ON A LONG TANGENT, AT THE NORTH EDGE OF A 300-FOOT
 NX0105'CLEARING IN THE SAGEBRUSH, AND 45 FEET WEST OF THE ROAD.  A STANDARD
 NX0105'DISK, STAMPED B 136 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0396 ***********************************************************************
 PA0396  DESIGNATION -  B 137
 PA0396  PID         -  PA0396
 PA0396  STATE/COUNTY-  OR/HARNEY
 PA0396  USGS QUAD   -  LAKE ON THE TRAIL (1980)
 PA0396
 PA0396                         *CURRENT SURVEY CONTROL
 PA0396  ___________________________________________________________________
 PA0396* NAD 83(1986)-  43 18 28.     (N)    119 31 48.     (W)     SCALED    
 PA0396* NAVD 88     -      1294.887  (meters)    4248.31   (feet)  ADJUSTED  
 PA0396  ___________________________________________________________________
 PA0396  GEOID HEIGHT-         -19.60  (meters)                     GEOID03
 PA0396  DYNAMIC HT  -        1294.224 (meters)    4246.13  (feet)  COMP
 PA0396  MODELED GRAV-     980,063.4   (mgal)                       NAVD 88
 PA0396
 PA0396  VERT ORDER  -  SECOND    CLASS 0
 PA0396
 PA0396.The horizontal coordinates were scaled from a topographic map and have
 PA0396.an estimated accuracy of +/- 6 seconds.
 PA0396
 PA0396.The orthometric height was determined by differential leveling
 PA0396.and adjusted in June 1991.
 PA0396
 PA0396.The geoid height was determined by GEOID03.
 PA0396
 PA0396.The dynamic height is computed by dividing the NAVD 88
 PA0396.geopotential number by the normal gravity value computed on the
 PA0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0396.degrees latitude (g = 980.6199 gals.).
 PA0396
 PA0396.The modeled gravity was interpolated from observed gravity values.
 PA0396
 PA0396;                    North         East    Units  Estimated Accuracy
 PA0396;SPC OR S     -   182,760.    1,578,690.      MT  (+/- 180 meters Scaled)
 PA0396
 PA0396                          SUPERSEDED SURVEY CONTROL
 PA0396
 PA0396  NGVD 29 (??/??/92) 1293.706  (m)         4244.43   (f) ADJ UNCH    2 0
 PA0396
 PA0396.Superseded values are not recommended for survey control.
 PA0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0396.See file dsdata.txt to determine how the superseded data were derived.
 PA0396
 PA0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKH948981(NAD 83)
 PA0396_MARKER: DB = BENCH MARK DISK
 PA0396_SETTING: 80 = SET IN A BOULDER
 PA0396_SP_SET: BOULDER
 PA0396_STAMPING: B 137 1934
 PA0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0396+STABILITY: SURFACE MOTION
 PA0396
 PA0396  HISTORY     - Date     Condition        Report By
 PA0396  HISTORY     - 1934     MONUMENTED       CGS
 PA0396  HISTORY     - 1976     GOOD             USGS
 PA0396
 PA0396                          STATION DESCRIPTION
 PA0396
 PA0396'DESCRIBED BY US GEOLOGICAL SURVEY 1976
 PA0396'11.1 MI NE FROM WAGONTIRE.
 PA0396'WAGONTIRE, 11.1 MILES NE OF ALONG U.S. HWY 395, THEN 10.1 MILES EAST
 PA0396'ALONG BLADED DIRT ROAD, DOUBLE O PATROL STATION, 12.5 MILES WEST OF,
 PA0396'ABOUT 0.4 MILE ESE OF THE NW CORNER OF SECTION 19/T26S/R27E, 1000 FEET
 PA0396'SE OF A FENCE X-ING, IN A BOULDER STREWN AREA AT THE BASE OF A RIMROCK
 PA0396'CLIFF, 132 FEET NE OF CENTERLINE ROAD, A USC AND GS TABLET SET IN THE
 PA0396'TOP OF A 5 X 4 FOOT BOULDER WHICH PROJECTS 2 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0281 ***********************************************************************
 RA0281  DESIGNATION -  B 159
 RA0281  PID         -  RA0281
 RA0281  STATE/COUNTY-  OR/BAKER
 RA0281  USGS QUAD   -  HOMESTEAD (1990)
 RA0281
 RA0281                         *CURRENT SURVEY CONTROL
 RA0281  ___________________________________________________________________
 RA0281* NAD 83(1986)-  45 01 45.     (N)    116 50 40.     (W)     SCALED    
 RA0281* NAVD 88     -       512.198  (meters)    1680.44   (feet)  ADJUSTED  
 RA0281  ___________________________________________________________________
 RA0281  GEOID HEIGHT-         -15.96  (meters)                     GEOID03
 RA0281  DYNAMIC HT  -         512.063 (meters)    1679.99  (feet)  COMP
 RA0281  MODELED GRAV-     980,339.3   (mgal)                       NAVD 88
 RA0281
 RA0281  VERT ORDER  -  SECOND    CLASS 0
 RA0281
 RA0281.The horizontal coordinates were scaled from a topographic map and have
 RA0281.an estimated accuracy of +/- 6 seconds.
 RA0281
 RA0281.The orthometric height was determined by differential leveling
 RA0281.and adjusted in June 1991.
 RA0281
 RA0281.The geoid height was determined by GEOID03.
 RA0281
 RA0281.The dynamic height is computed by dividing the NAVD 88
 RA0281.geopotential number by the normal gravity value computed on the
 RA0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0281.degrees latitude (g = 980.6199 gals.).
 RA0281
 RA0281.The modeled gravity was interpolated from observed gravity values.
 RA0281
 RA0281;                    North         East    Units  Estimated Accuracy
 RA0281;SPC OR N     -   157,920.    2,787,960.      MT  (+/- 180 meters Scaled)
 RA0281
 RA0281                          SUPERSEDED SURVEY CONTROL
 RA0281
 RA0281  NGVD 29 (??/??/92)  511.146  (m)         1676.98   (f) ADJ UNCH    2 0
 RA0281
 RA0281.Superseded values are not recommended for survey control.
 RA0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0281.See file dsdata.txt to determine how the superseded data were derived.
 RA0281
 RA0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK122862(NAD 83)
 RA0281_MARKER: DD = SURVEY DISK
 RA0281_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RA0281_SP_SET: FOUNDATION
 RA0281_STAMPING: B 159 1941
 RA0281_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RA0281
 RA0281  HISTORY     - Date     Condition        Report By
 RA0281  HISTORY     - 1941     MONUMENTED       DOD
 RA0281  HISTORY     - 1946     GOOD             NGS
 RA0281
 RA0281                          STATION DESCRIPTION
 RA0281
 RA0281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RA0281'IN HOMESTEAD.
 RA0281'AT THE NORTH EDGE OF AN OLD ABANDONED RAILROAD TURNTABLE AT HOMESTEAD,
 RA0281'148.0 FEET EAST OF AND ACROSS A DIRT ROAD FROM THE EAST WALL OF THE
 RA0281'POST OFFICE, 75.0 FEET EAST OF CENTER OF A NORTH-SOUTH GRAVEL ROAD,
 RA0281'U.S. ARMY ENGINEERS BRONZE DISK SET IN TOP OF A CONCRETE BUMPER BLOCK,
 RA0281'0.8 FOOT WEST OF THE MARKED CENTER-LINE OF THE OLD ABANDONED TRACK,
 RA0281'0.7 FOOT NORTH OF THE INSIDE EDGE OF THE CIRCULAR CONCRETE FOUNDATION
 RA0281'FOR TURNTABLE, ABOUT THE SAME ELEVATION AS THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0138 ***********************************************************************
 NY0138  DESIGNATION -  B 16
 NY0138  PID         -  NY0138
 NY0138  STATE/COUNTY-  OR/LAKE
 NY0138  USGS QUAD   -  QUARTZ VALLEY (1988)
 NY0138
 NY0138                         *CURRENT SURVEY CONTROL
 NY0138  ___________________________________________________________________
 NY0138* NAD 83(1986)-  42 18 09.     (N)    120 47 07.     (W)     SCALED    
 NY0138* NAVD 88     -      1618.246  (meters)    5309.20   (feet)  ADJUSTED  
 NY0138  ___________________________________________________________________
 NY0138  GEOID HEIGHT-         -21.11  (meters)                     GEOID03
 NY0138  DYNAMIC HT  -        1617.163 (meters)    5305.64  (feet)  COMP
 NY0138  MODELED GRAV-     979,894.9   (mgal)                       NAVD 88
 NY0138
 NY0138  VERT ORDER  -  FIRST     CLASS II
 NY0138
 NY0138.The horizontal coordinates were scaled from a topographic map and have
 NY0138.an estimated accuracy of +/- 6 seconds.
 NY0138
 NY0138.The orthometric height was determined by differential leveling
 NY0138.and adjusted in June 1991.
 NY0138
 NY0138.The geoid height was determined by GEOID03.
 NY0138
 NY0138.The dynamic height is computed by dividing the NAVD 88
 NY0138.geopotential number by the normal gravity value computed on the
 NY0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0138.degrees latitude (g = 980.6199 gals.).
 NY0138
 NY0138.The modeled gravity was interpolated from observed gravity values.
 NY0138
 NY0138;                    North         East    Units  Estimated Accuracy
 NY0138;SPC OR S     -    70,670.    1,476,480.      MT  (+/- 180 meters Scaled)
 NY0138
 NY0138                          SUPERSEDED SURVEY CONTROL
 NY0138
 NY0138  NGVD 29 (??/??/92) 1617.036  (m)         5305.23   (f) ADJ UNCH    1 2
 NY0138
 NY0138.Superseded values are not recommended for survey control.
 NY0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0138.See file dsdata.txt to determine how the superseded data were derived.
 NY0138
 NY0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM825857(NAD 83)
 NY0138_MARKER: DB = BENCH MARK DISK
 NY0138_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NY0138_SP_SET: CULVERT
 NY0138_STAMPING: B 16 1920
 NY0138_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NY0138
 NY0138  HISTORY     - Date     Condition        Report By
 NY0138  HISTORY     - 1920     MONUMENTED       CGS
 NY0138  HISTORY     - 1943     GOOD             NGS
 NY0138  HISTORY     - 19841203 MARK NOT FOUND   USPSQD
 NY0138
 NY0138                          STATION DESCRIPTION
 NY0138
 NY0138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 NY0138'15.3 MI E FROM BLY.
 NY0138'ABOUT 15.3 MILES EAST ALONG THE KLAMATH FALLS-LAKEVIEW HIGHWAY FROM
 NY0138'THE POST OFFICE AT BLY, KLAMATH COUNTY, 2.5 MILES EAST OF THE SUMMIT
 NY0138'OF QUARTZ PASS, 27.0 FEET SOUTH OF SURVEY STATION 2991, 59.0 FEET
 NY0138'SOUTHWEST OF THE SOUTH END OF A 24-INCH CORRUGATED PIPE CULVERT, 75.0
 NY0138'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT LEVEL WITH THE
 NY0138'GROUND, 2.0 FEET SOUTHWEST OF A WHITE REFERENCE POST.
 NY0138
 NY0138                          STATION RECOVERY (1984)
 NY0138
 NY0138'RECOVERY NOTE BY US POWER SQUADRON 1984 (DKT)
 NY0138'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0023 ***********************************************************************
 NY0023  DESIGNATION -  B 17
 NY0023  PID         -  NY0023
 NY0023  STATE/COUNTY-  OR/LAKE
 NY0023  USGS QUAD   -  COGLAN BUTTES SE (1966)
 NY0023
 NY0023                         *CURRENT SURVEY CONTROL
 NY0023  ___________________________________________________________________
 NY0023* NAD 83(1986)-  42 30 53.     (N)    120 15 07.     (W)     SCALED    
 NY0023* NAVD 88     -      1305.312  (meters)    4282.51   (feet)  ADJUSTED  
 NY0023  ___________________________________________________________________
 NY0023  GEOID HEIGHT-         -20.56  (meters)                     GEOID03
 NY0023  DYNAMIC HT  -        1304.528 (meters)    4279.94  (feet)  COMP
 NY0023  MODELED GRAV-     979,975.2   (mgal)                       NAVD 88
 NY0023
 NY0023  VERT ORDER  -  FIRST     CLASS II
 NY0023
 NY0023.The horizontal coordinates were scaled from a topographic map and have
 NY0023.an estimated accuracy of +/- 6 seconds.
 NY0023
 NY0023.The orthometric height was determined by differential leveling
 NY0023.and adjusted in June 1991.
 NY0023.WARNING-Repeat measurements at this control monument indicate possible
 NY0023.vertical movement.
 NY0023
 NY0023.The geoid height was determined by GEOID03.
 NY0023
 NY0023.The dynamic height is computed by dividing the NAVD 88
 NY0023.geopotential number by the normal gravity value computed on the
 NY0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0023.degrees latitude (g = 980.6199 gals.).
 NY0023
 NY0023.The modeled gravity was interpolated from observed gravity values.
 NY0023
 NY0023;                    North         East    Units  Estimated Accuracy
 NY0023;SPC OR S     -    94,240.    1,520,380.      MT  (+/- 180 meters Scaled)
 NY0023
 NY0023                          SUPERSEDED SURVEY CONTROL
 NY0023
 NY0023  NGVD 29 (??/??/92) 1304.138  (m)         4278.66   (f) ADJ UNCH    1 2
 NY0023
 NY0023.Superseded values are not recommended for survey control.
 NY0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0023.See file dsdata.txt to determine how the superseded data were derived.
 NY0023
 NY0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGN257105(NAD 83)
 NY0023_MARKER: DB = BENCH MARK DISK
 NY0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NY0023_STAMPING: B 17 1920
 NY0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0023+STABILITY: SURFACE MOTION
 NY0023
 NY0023  HISTORY     - Date     Condition        Report By
 NY0023  HISTORY     - 1920     MONUMENTED       CGS
 NY0023  HISTORY     - 1962     MARK NOT FOUND   NGS
 NY0023
 NY0023                          STATION DESCRIPTION
 NY0023
 NY0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1920
 NY0023'2.6 MI NE FROM VALLEY FALLS.
 NY0023'2.6 MILES NORTHEAST ALONG THE FREMONT HIGHWAY (U.S. 395) FROM THE
 NY0023'JUNCTION OF STATE HIGHWAY 31 AT VALLEY FALLS, LAKE COUNTY, THENCE 0.2
 NY0023'MILE NORTHWEST ALONG A COUNTY ROAD.  300 FEET WEST OF THE HOTCHKISS
 NY0023'RANCHHOUSE, 140 FEET SOUTH OF A BARN, 40 FEET SOUTHWEST OF THE
 NY0023'CENTERLINE OF THE ROAD, AND 2 FEET SOUTHWEST OF A FARM FENCE.  A
 NY0023'STANDARD DISK, STAMPED B 17 1920 AND SET IN THE TOP OF A CONCRETE
 NY0023'POST.
 NY0023
 NY0023                          STATION RECOVERY (1962)
 NY0023
 NY0023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 NY0023'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0434 ***********************************************************************
 PA0434  DESIGNATION -  B 18
 PA0434  PID         -  PA0434
 PA0434  STATE/COUNTY-  OR/HARNEY
 PA0434  USGS QUAD   -  WAGONTIRE MTN EAST (1980)
 PA0434
 PA0434                         *CURRENT SURVEY CONTROL
 PA0434  ___________________________________________________________________
 PA0434* NAD 83(1986)-  43 21 28.     (N)    119 50 41.     (W)     SCALED    
 PA0434* NAVD 88     -      1486.385  (meters)    4876.58   (feet)  ADJUSTED  
 PA0434  ___________________________________________________________________
 PA0434  GEOID HEIGHT-         -19.62  (meters)                     GEOID03
 PA0434  DYNAMIC HT  -        1485.582 (meters)    4873.95  (feet)  COMP
 PA0434  MODELED GRAV-     980,026.9   (mgal)                       NAVD 88
 PA0434
 PA0434  VERT ORDER  -  FIRST     CLASS II
 PA0434
 PA0434.The horizontal coordinates were scaled from a topographic map and have
 PA0434.an estimated accuracy of +/- 6 seconds.
 PA0434
 PA0434.The orthometric height was determined by differential leveling
 PA0434.and adjusted in June 1991.
 PA0434
 PA0434.The geoid height was determined by GEOID03.
 PA0434
 PA0434.The dynamic height is computed by dividing the NAVD 88
 PA0434.geopotential number by the normal gravity value computed on the
 PA0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0434.degrees latitude (g = 980.6199 gals.).
 PA0434
 PA0434.The modeled gravity was interpolated from observed gravity values.
 PA0434
 PA0434;                    North         East    Units  Estimated Accuracy
 PA0434;SPC OR S     -   188,060.    1,553,120.      MT  (+/- 180 meters Scaled)
 PA0434
 PA0434                          SUPERSEDED SURVEY CONTROL
 PA0434
 PA0434  NGVD 29 (??/??/92) 1485.134  (m)         4872.48   (f) ADJ UNCH    1 2
 PA0434
 PA0434.Superseded values are not recommended for survey control.
 PA0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0434.See file dsdata.txt to determine how the superseded data were derived.
 PA0434
 PA0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKJ694044(NAD 83)
 PA0434_MARKER: DB = BENCH MARK DISK
 PA0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PA0434_STAMPING: B 18 1920
 PA0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0434+STABILITY: SURFACE MOTION
 PA0434
 PA0434  HISTORY     - Date     Condition        Report By
 PA0434  HISTORY     - 1920     MONUMENTED       CGS
 PA0434  HISTORY     - 1962     MARK NOT FOUND   NGS
 PA0434
 PA0434                          STATION DESCRIPTION
 PA0434
 PA0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1920
 PA0434'14 MI S FROM GAP RANCH.
 PA0434'ABOUT 14 MILES SOUTH ALONG THE WAGONTIRE ROAD FROM GAP RANCH, HARNEY
 PA0434'COUNTY, AT A RIGHT-ANGLE TURN IN THE ROAD, ON THE WEST SIDE OF THE
 PA0434'ROAD, AND AT A FENCE CORNER.  A STANDARD DISK, STAMPED B 18 1920 AND
 PA0434'SET IN THE TOP OF A CONCRETE POST.
 PA0434
 PA0434                          STATION RECOVERY (1962)
 PA0434
 PA0434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 PA0434'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0644 ***********************************************************************
 QE0644  DESIGNATION -  B 192
 QE0644  PID         -  QE0644
 QE0644  STATE/COUNTY-  OR/BENTON
 QE0644  USGS QUAD   -  CORVALLIS (1986)
 QE0644
 QE0644                         *CURRENT SURVEY CONTROL
 QE0644  ___________________________________________________________________
 QE0644* NAD 83(1986)-  44 33 22.     (N)    123 15 52.     (W)     SCALED    
 QE0644* NAVD 88     -        69.456  (meters)     227.87   (feet)  ADJUSTED  
 QE0644  ___________________________________________________________________
 QE0644  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 QE0644  DYNAMIC HT  -          69.452 (meters)     227.86  (feet)  COMP
 QE0644  MODELED GRAV-     980,558.4   (mgal)                       NAVD 88
 QE0644
 QE0644  VERT ORDER  -  FIRST     CLASS II
 QE0644
 QE0644.The horizontal coordinates were scaled from a topographic map and have
 QE0644.an estimated accuracy of +/- 6 seconds.
 QE0644
 QE0644.The orthometric height was determined by differential leveling
 QE0644.and adjusted in June 1991.
 QE0644
 QE0644.The geoid height was determined by GEOID03.
 QE0644
 QE0644.The dynamic height is computed by dividing the NAVD 88
 QE0644.geopotential number by the normal gravity value computed on the
 QE0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0644.degrees latitude (g = 980.6199 gals.).
 QE0644
 QE0644.The modeled gravity was interpolated from observed gravity values.
 QE0644
 QE0644;                    North         East    Units  Estimated Accuracy
 QE0644;SPC OR N     -   102,600.    2,280,410.      MT  (+/- 180 meters Scaled)
 QE0644
 QE0644                          SUPERSEDED SURVEY CONTROL
 QE0644
 QE0644  NGVD 29 (??/??/92)   68.445  (m)          224.56   (f) ADJ UNCH    1 2
 QE0644
 QE0644.Superseded values are not recommended for survey control.
 QE0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0644.See file dsdata.txt to determine how the superseded data were derived.
 QE0644
 QE0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ789336(NAD 83)
 QE0644_MARKER: DD = SURVEY DISK
 QE0644_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QE0644_SP_SET: WALKWAY
 QE0644_STAMPING: B 192 1934 1941 224B
 QE0644_MARK LOGO: ORHD  
 QE0644_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0644
 QE0644  HISTORY     - Date     Condition        Report By
 QE0644  HISTORY     - 1941     MONUMENTED       ORHD
 QE0644  HISTORY     - 1961     GOOD             NGS
 QE0644  HISTORY     - 1985     GOOD             USPSQD
 QE0644  HISTORY     - 1987     GOOD             NGS
 QE0644
 QE0644                          STATION DESCRIPTION
 QE0644
 QE0644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 QE0644'IN CORVALLIS.
 QE0644'IN THE SOUTH PART OF CORVALLIS, AT THE SOUTHWEST CORNER OF U.S.
 QE0644'HIGHWAY 99 W BRIDGE THAT IS OVER MARY RIVER, IN THE SOUTHEAST CORNER
 QE0644'OF THE CONCRETE WALK.
 QE0644
 QE0644                          STATION RECOVERY (1985)
 QE0644
 QE0644'RECOVERY NOTE BY US POWER SQUADRON 1985
 QE0644'RECOVERED IN GOOD CONDITION.
 QE0644
 QE0644                          STATION RECOVERY (1987)
 QE0644
 QE0644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE0644'RECOVERED IN GOOD CONDITION, AS NEW DESCRIPTION FOLLOWS.  1.3 KM
 QE0644'(0.80 MI) SOUTH ALONG STATE HIGHWAY 99W FROM ITS JUNCTION WITH U.S.
 QE0644'HIGHWAY 20 IN CORVALLIS, IN THE SOUTHWEST CORNER OF THE WEST WALKWAY
 QE0644'OF THE NORTHBOUND LANES BRIDGE SPANNING THE MARYS RIVER, 3.9 M
 QE0644'(12.8 FT) WEST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 QE0644'HIGHWAY, 2.0 M (6.6 FT) EAST OF THE WEST GUARDRAIL, AND 0.6 M
 QE0644'(2.0 FT) NORTH OF THE SOUTH END OF THE WALKWAY.  NOTE--NOT LEVELED
 QE0644'THIS SURVEY, AND THE MARK IS STAMPED B 192 1934 1941 224B.
 QE0644'THE MARK IS 0.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1027 ***********************************************************************
 QD1027  DESIGNATION -  B 193
 QD1027  PID         -  QD1027
 QD1027  STATE/COUNTY-  OR/DESCHUTES
 QD1027  USGS QUAD   -  SISTERS (1988)
 QD1027
 QD1027                         *CURRENT SURVEY CONTROL
 QD1027  ___________________________________________________________________
 QD1027* NAD 83(1986)-  44 17 19.     (N)    121 33 00.     (W)     SCALED    
 QD1027* NAVD 88     -       972.185  (meters)    3189.58   (feet)  ADJUSTED  
 QD1027  ___________________________________________________________________
 QD1027  GEOID HEIGHT-         -21.31  (meters)                     GEOID03
 QD1027  DYNAMIC HT  -         971.838 (meters)    3188.44  (feet)  COMP
 QD1027  MODELED GRAV-     980,229.4   (mgal)                       NAVD 88
 QD1027
 QD1027  VERT ORDER  -  FIRST     CLASS II
 QD1027
 QD1027.The horizontal coordinates were scaled from a topographic map and have
 QD1027.an estimated accuracy of +/- 6 seconds.
 QD1027
 QD1027.The orthometric height was determined by differential leveling
 QD1027.and adjusted in June 1991.
 QD1027
 QD1027.The geoid height was determined by GEOID03.
 QD1027
 QD1027.The dynamic height is computed by dividing the NAVD 88
 QD1027.geopotential number by the normal gravity value computed on the
 QD1027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1027.degrees latitude (g = 980.6199 gals.).
 QD1027
 QD1027.The modeled gravity was interpolated from observed gravity values.
 QD1027
 QD1027;                    North         East    Units  Estimated Accuracy
 QD1027;SPC OR S     -   291,800.    1,416,190.      MT  (+/- 180 meters Scaled)
 QD1027
 QD1027                          SUPERSEDED SURVEY CONTROL
 QD1027
 QD1027  NGVD 29 (??/??/92)  971.039  (m)         3185.82   (f) ADJ UNCH    1 2
 QD1027
 QD1027.Superseded values are not recommended for survey control.
 QD1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1027.See file dsdata.txt to determine how the superseded data were derived.
 QD1027
 QD1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ156049(NAD 83)
 QD1027_MARKER: DD = SURVEY DISK
 QD1027_SETTING: 80 = SET IN A BOULDER
 QD1027_SP_SET: BOULDER
 QD1027_STAMPING: B 193 1940
 QD1027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD1027+STABILITY: SURFACE MOTION
 QD1027
 QD1027  HISTORY     - Date     Condition        Report By
 QD1027  HISTORY     - 1940     MONUMENTED       USFS
 QD1027  HISTORY     - 1941     GOOD             NGS
 QD1027
 QD1027                          STATION DESCRIPTION
 QD1027
 QD1027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QD1027'IN SISTERS.
 QD1027'MARK IS LOCATED IN SOUTHERN PART OF SISTERS AT THE SISTERS RANGER
 QD1027'STATION, 200 FEET SOUTHWEST OF OFFICE, 140 FEET SOUTH OF GATE INTO
 QD1027'GROUNDS, 40 FEET SOUTH OF DRIVE WEST, 30 FEET WEST OF DRIVE SOUTH, IN
 QD1027'ROCK NEARLY FLUSH WITH TOP OF LAWN.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1297 ***********************************************************************
 RD1297  DESIGNATION -  B 195
 RD1297  PID         -  RD1297
 RD1297  STATE/COUNTY-  OR/CLATSOP
 RD1297  USGS QUAD   -  ELSIE (1984)
 RD1297
 RD1297                         *CURRENT SURVEY CONTROL
 RD1297  ___________________________________________________________________
 RD1297* NAD 83(1986)-  45 52 04.     (N)    123 33 34.     (W)     SCALED    
 RD1297* NAVD 88     -       131.021  (meters)     429.86   (feet)  ADJUSTED  
 RD1297  ___________________________________________________________________
 RD1297  GEOID HEIGHT-         -21.21  (meters)                     GEOID03
 RD1297  DYNAMIC HT  -         131.033 (meters)     429.90  (feet)  COMP
 RD1297  MODELED GRAV-     980,704.0   (mgal)                       NAVD 88
 RD1297
 RD1297  VERT ORDER  -  SECOND    CLASS 0
 RD1297
 RD1297.The horizontal coordinates were scaled from a topographic map and have
 RD1297.an estimated accuracy of +/- 6 seconds.
 RD1297
 RD1297.The orthometric height was determined by differential leveling
 RD1297.and adjusted in June 1991.
 RD1297
 RD1297.The geoid height was determined by GEOID03.
 RD1297
 RD1297.The dynamic height is computed by dividing the NAVD 88
 RD1297.geopotential number by the normal gravity value computed on the
 RD1297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1297.degrees latitude (g = 980.6199 gals.).
 RD1297
 RD1297.The modeled gravity was interpolated from observed gravity values.
 RD1297
 RD1297;                    North         East    Units  Estimated Accuracy
 RD1297;SPC OR N     -   249,100.    2,262,510.      MT  (+/- 180 meters Scaled)
 RD1297
 RD1297                          SUPERSEDED SURVEY CONTROL
 RD1297
 RD1297  NGVD 29 (??/??/92)  129.952  (m)          426.35   (f) ADJ UNCH    2 0
 RD1297
 RD1297.Superseded values are not recommended for survey control.
 RD1297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1297.See file dsdata.txt to determine how the superseded data were derived.
 RD1297
 RD1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR565795(NAD 83)
 RD1297_MARKER: DD = SURVEY DISK
 RD1297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD1297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD1297_STAMPING: 195 B 1941
 RD1297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD1297+STABILITY: SURFACE MOTION
 RD1297
 RD1297  HISTORY     - Date     Condition        Report By
 RD1297  HISTORY     - 1941     MONUMENTED       ORDT
 RD1297  HISTORY     - 1941     GOOD             NGS
 RD1297  HISTORY     - 1954     MARK NOT FOUND   NGS
 RD1297
 RD1297                          STATION DESCRIPTION
 RD1297
 RD1297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 RD1297'3.4 MI NE FROM ELSIE.
 RD1297'ABOUT 3.4 MILES NORTHEAST OF ELSIE, 1.2 MILES NORTH OF WOLF CREEK
 RD1297'JUNCTION, ALONG THE ELSIE JEWELL ROAD, ON THE OUTSIDE OF A SHARP
 RD1297'CURVE, 37 FEET EAST OF CENTER OF HIGHWAY.  AN OSHD DISK SET IN A
 RD1297'CONCRETE POST.  WITNESS POST SET BY MARK.
 RD1297
 RD1297                          STATION RECOVERY (1954)
 RD1297
 RD1297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 RD1297'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0483 ***********************************************************************
 OA0483  DESIGNATION -  B 198
 OA0483  PID         -  OA0483
 OA0483  STATE/COUNTY-  OR/COOS
 OA0483  USGS QUAD   -  COOS BAY (1975)
 OA0483
 OA0483                         *CURRENT SURVEY CONTROL
 OA0483  ___________________________________________________________________
 OA0483* NAD 83(1986)-  43 21 21.     (N)    124 12 04.     (W)     SCALED    
 OA0483* NAVD 88     -        12.031  (meters)      39.47   (feet)  ADJUSTED  
 OA0483  ___________________________________________________________________
 OA0483  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 OA0483  DYNAMIC HT  -          12.029 (meters)      39.47  (feet)  COMP
 OA0483  MODELED GRAV-     980,480.5   (mgal)                       NAVD 88
 OA0483
 OA0483  VERT ORDER  -  FIRST     CLASS II
 OA0483
 OA0483.The horizontal coordinates were scaled from a topographic map and have
 OA0483.an estimated accuracy of +/- 6 seconds.
 OA0483
 OA0483.The orthometric height was determined by differential leveling
 OA0483.and adjusted in June 1991.
 OA0483
 OA0483.The geoid height was determined by GEOID03.
 OA0483
 OA0483.The dynamic height is computed by dividing the NAVD 88
 OA0483.geopotential number by the normal gravity value computed on the
 OA0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0483.degrees latitude (g = 980.6199 gals.).
 OA0483
 OA0483.The modeled gravity was interpolated from observed gravity values.
 OA0483
 OA0483;                    North         East    Units  Estimated Accuracy
 OA0483;SPC OR S     -   194,270.    1,200,080.      MT  (+/- 180 meters Scaled)
 OA0483
 OA0483                          SUPERSEDED SURVEY CONTROL
 OA0483
 OA0483  NGVD 29 (??/??/92)   10.934  (m)           35.87   (f) ADJ UNCH    1 2
 OA0483
 OA0483.Superseded values are not recommended for survey control.
 OA0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0483.See file dsdata.txt to determine how the superseded data were derived.
 OA0483
 OA0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP026010(NAD 83)
 OA0483_MARKER: DD = SURVEY DISK
 OA0483_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 OA0483_SP_SET: BRIDGE SIDEWALK
 OA0483_STAMPING: B 198 1941
 OA0483_MARK LOGO: ORHD  
 OA0483_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OA0483_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OA0483+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2002
 OA0483
 OA0483  HISTORY     - Date     Condition        Report By
 OA0483  HISTORY     - UNK      MONUMENTED       ORHD
 OA0483  HISTORY     - 1941     GOOD             NGS
 OA0483  HISTORY     - 1984     GOOD             USPSQD
 OA0483  HISTORY     - 1987     GOOD             NGS
 OA0483  HISTORY     - 1988     GOOD             USPSQD
 OA0483  HISTORY     - 19940629 GOOD             USPSQD
 OA0483  HISTORY     - 20020817 GOOD             USPSQD
 OA0483
 OA0483                          STATION DESCRIPTION
 OA0483
 OA0483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 OA0483'IN COOS BAY.
 OA0483'AT COOS BAY, COOS COUNTY, ABOUT 1.4 MILES SOUTH OF THE CITY HALL, AT
 OA0483'BUNKER HILL, ABOUT 0.1 MILE EAST OF THE OREGON COAST HIGHWAY (U.S.
 OA0483'101), AT THE NORTHEAST CORNER OF THE CONCRETE VIADUCT OVER THE
 OA0483'SOUTHERN PACIFIC CO. RAILROAD, AND IN THE TOP OF THE CONCRETE WALK. AN
 OA0483'OREGON STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED B 198.
 OA0483
 OA0483                          STATION RECOVERY (1984)
 OA0483
 OA0483'RECOVERY NOTE BY US POWER SQUADRON 1984
 OA0483'RECOVERED IN GOOD CONDITION.
 OA0483
 OA0483                          STATION RECOVERY (1987)
 OA0483
 OA0483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 OA0483'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS. ADD--5.2 M
 OA0483'(17.1 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 1.7 M (5.6 FT)
 OA0483'WEST OF THE EAST END OF THE SIDEWALK.  NOTE--THE DISK IS STAMPED AS
 OA0483'ABOVE.
 OA0483'THE MARK IS 0.2 M ABOVE THE HIGHWAY.
 OA0483
 OA0483                          STATION RECOVERY (1988)
 OA0483
 OA0483'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 OA0483'RECOVERED IN GOOD CONDITION.
 OA0483
 OA0483                          STATION RECOVERY (1994)
 OA0483
 OA0483'RECOVERY NOTE BY US POWER SQUADRON 1994
 OA0483'RECOVERED IN GOOD CONDITION.
 OA0483
 OA0483                          STATION RECOVERY (2002)
 OA0483
 OA0483'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 OA0483'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0430 ***********************************************************************
 PB0430  DESIGNATION -  B 2
 PB0430  PID         -  PB0430
 PB0430  STATE/COUNTY-  OR/DESCHUTES
 PB0430  USGS QUAD   -  LA PINE (1981)
 PB0430
 PB0430                         *CURRENT SURVEY CONTROL
 PB0430  ___________________________________________________________________
 PB0430* NAD 83(1986)-  43 41 05.     (N)    121 30 04.     (W)     SCALED    
 PB0430* NAVD 88     -      1289.38   (+/-2cm)    4230.2    (feet)  VERTCON   
 PB0430  ___________________________________________________________________
 PB0430  GEOID HEIGHT-         -20.96  (meters)                     GEOID03
 PB0430  VERT ORDER  -  ? (See Below)
 PB0430
 PB0430.The horizontal coordinates were scaled from a topographic map and have
 PB0430.an estimated accuracy of +/- 6 seconds.
 PB0430
 PB0430.The NAVD 88 height was computed by applying the VERTCON shift value to
 PB0430.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PB0430.The vertical order pertains to the NGVD 29 superseded value.
 PB0430
 PB0430.The geoid height was determined by GEOID03.
 PB0430
 PB0430;                    North         East    Units  Estimated Accuracy
 PB0430;SPC OR S     -   224,660.    1,419,290.      MT  (+/- 180 meters Scaled)
 PB0430
 PB0430                          SUPERSEDED SURVEY CONTROL
 PB0430
 PB0430  NGVD 29 (??/??/92) 1288.143  (m)         4226.18   (f) ADJ UNCH    ?  
 PB0430
 PB0430.Superseded values are not recommended for survey control.
 PB0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0430.See file dsdata.txt to determine how the superseded data were derived.
 PB0430
 PB0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP208379(NAD 83)
 PB0430_MARKER: P = PIPE CAP
 PB0430_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PB0430_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PB0430_STAMPING: 4226.146 B B B2 1908
 PB0430_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PB0430
 PB0430  HISTORY     - Date     Condition        Report By
 PB0430  HISTORY     - 1908     MONUMENTED       USGS
 PB0430  HISTORY     - 1934     GOOD             NGS
 PB0430
 PB0430                          STATION DESCRIPTION
 PB0430
 PB0430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PB0430'1.2 MI N FROM LAPINE.
 PB0430'1.2 MILES NORTH ALONG THE OLD RIVER ROAD FROM LAPINE, DESCHUTES
 PB0430'COUNTY, 260 FEET SOUTH OF A FORK IN THE ROAD, 13 FEET NORTH OF A
 PB0430'ROADWAY INTO A FARM HOUSE, 3 FEET WEST OF THE W ST ROAD FENCE.  A
 PB0430'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP STAMPED 4226.146 B B B2
 PB0430'1908 AND RIVETED TO A 3 1/2 INCH IRON PIPE ENCASED IN CONCRETE AND
 PB0430'PROJECTING 9 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0142 ***********************************************************************
 PA0142  DESIGNATION -  B 20
 PA0142  PID         -  PA0142
 PA0142  STATE/COUNTY-  OR/MALHEUR
 PA0142  USGS QUAD   -  MC EWEN BUTTE (1972)
 PA0142
 PA0142                         *CURRENT SURVEY CONTROL
 PA0142  ___________________________________________________________________
 PA0142* NAD 83(1986)-  43 27 11.     (N)    118 13 26.     (W)     SCALED    
 PA0142* NAVD 88     -      1037.378  (meters)    3403.46   (feet)  ADJUSTED  
 PA0142  ___________________________________________________________________
 PA0142  GEOID HEIGHT-         -18.39  (meters)                     GEOID03
 PA0142  DYNAMIC HT  -        1036.906 (meters)    3401.92  (feet)  COMP
 PA0142  MODELED GRAV-     980,129.2   (mgal)                       NAVD 88
 PA0142
 PA0142  VERT ORDER  -  FIRST     CLASS II
 PA0142
 PA0142.The horizontal coordinates were scaled from a topographic map and have
 PA0142.an estimated accuracy of +/- 6 seconds.
 PA0142
 PA0142.The orthometric height was determined by differential leveling
 PA0142.and adjusted in June 1991.
 PA0142
 PA0142.The geoid height was determined by GEOID03.
 PA0142
 PA0142.The dynamic height is computed by dividing the NAVD 88
 PA0142.geopotential number by the normal gravity value computed on the
 PA0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0142.degrees latitude (g = 980.6199 gals.).
 PA0142
 PA0142.The modeled gravity was interpolated from observed gravity values.
 PA0142
 PA0142;                    North         East    Units  Estimated Accuracy
 PA0142;SPC OR S     -   200,940.    1,684,190.      MT  (+/- 180 meters Scaled)
 PA0142
 PA0142                          SUPERSEDED SURVEY CONTROL
 PA0142
 PA0142  NGVD 29 (??/??/92) 1036.255  (m)         3399.78   (f) ADJ UNCH    1 2
 PA0142
 PA0142.Superseded values are not recommended for survey control.
 PA0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0142.See file dsdata.txt to determine how the superseded data were derived.
 PA0142
 PA0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ009118(NAD 83)
 PA0142_MARKER: DB = BENCH MARK DISK
 PA0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PA0142_STAMPING: B 20 1920
 PA0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0142+STABILITY: SURFACE MOTION
 PA0142
 PA0142  HISTORY     - Date     Condition        Report By
 PA0142  HISTORY     - 1920     MONUMENTED       CGS
 PA0142
 PA0142                          STATION DESCRIPTION
 PA0142
 PA0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1920
 PA0142'2.7 MI NE FROM DUNNEAN.
 PA0142'IN MALHEUR COUNTY, 2.7 MILES NORTHEAST ALONG THE UNION PACIFIC
 PA0142'RAILROAD FROM THE STATION SIGN AT DUNNEAN, HARNEY COUNTY, MIDWAY
 PA0142'BETWEEN THE SECOND AND THIRD POLES SOUTH OF MILEPOST 100, AND ON THE
 PA0142'WEST SIDE OF THE TRACK.  A STANDARD DISK, STAMPED B 20 1920 AND SET IN
 PA0142'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC0193 ***********************************************************************
 SC0193  DESIGNATION -  B 201
 SC0193  PID         -  SC0193
 SC0193  STATE/COUNTY-  OR/COLUMBIA
 SC0193  USGS QUAD   -  RAINIER (1990)
 SC0193
 SC0193                         *CURRENT SURVEY CONTROL
 SC0193  ___________________________________________________________________
 SC0193* NAD 83(1986)-  46 05 32.     (N)    122 59 54.     (W)     SCALED    
 SC0193* NAVD 88     -       151.668  (meters)     497.60   (feet)  POSTED    
 SC0193  ___________________________________________________________________
 SC0193  GEOID HEIGHT-         -21.44  (meters)                     GEOID03
 SC0193  DYNAMIC HT  -         151.680 (meters)     497.64  (feet)  COMP
 SC0193  MODELED GRAV-     980,669.3   (mgal)                       NAVD 88
 SC0193
 SC0193  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 SC0193
 SC0193.The horizontal coordinates were scaled from a topographic map and have
 SC0193.an estimated accuracy of +/- 6 seconds.
 SC0193
 SC0193.The orthometric height was determined by differential leveling
 SC0193.and adjusted by the  in 1992.
 SC0193.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 SC0193.rate of 2.1 thru 3.0 mm/km.
 SC0193
 SC0193.The geoid height was determined by GEOID03.
 SC0193
 SC0193.The dynamic height is computed by dividing the NAVD 88
 SC0193.geopotential number by the normal gravity value computed on the
 SC0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0193.degrees latitude (g = 980.6199 gals.).
 SC0193
 SC0193.The modeled gravity was interpolated from observed gravity values.
 SC0193
 SC0193;                    North         East    Units  Estimated Accuracy
 SC0193;SPC OR N     -   272,530.    2,306,820.      MT  (+/- 180 meters Scaled)
 SC0193
 SC0193                          SUPERSEDED SURVEY CONTROL
 SC0193
 SC0193  NGVD 29 (??/??/92)  150.665  (m)          494.31   (f) ADJ UNCH    1 2
 SC0193
 SC0193.Superseded values are not recommended for survey control.
 SC0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0193.See file dsdata.txt to determine how the superseded data were derived.
 SC0193
 SC0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES001042(NAD 83)
 SC0193_MARKER: DD = SURVEY DISK
 SC0193_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 SC0193_SP_SET: WINGWALL
 SC0193_STAMPING: B 201 1934 494
 SC0193_MARK LOGO: ORHD  
 SC0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0193+STABILITY: SURFACE MOTION
 SC0193_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC0193+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2006
 SC0193
 SC0193  HISTORY     - Date     Condition        Report By
 SC0193  HISTORY     - 1934     MONUMENTED       ORHD
 SC0193  HISTORY     - 1941     GOOD             NGS
 SC0193  HISTORY     - 1981     GOOD             USGS
 SC0193  HISTORY     - 1987     GOOD             NGS
 SC0193  HISTORY     - 1988     GOOD             USPSQD
 SC0193  HISTORY     - 1989     GOOD             USPSQD
 SC0193  HISTORY     - 20040707 GOOD             USPSQD
 SC0193  HISTORY     - 20060207 GOOD             USPSQD
 SC0193
 SC0193                          STATION DESCRIPTION
 SC0193
 SC0193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 SC0193'4.2 MI W FROM RAINIER.
 SC0193'ALONG COLUMBIA RIVER HIGHWAY (U. S. 30), IN THE NORTHEAST CORNER OF
 SC0193'CONCRETE BRIDGE 51.27 OVER BEAVER CREEK, IN TOP OF ABUTMENT.
 SC0193
 SC0193                          STATION RECOVERY (1981)
 SC0193
 SC0193'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 SC0193'FROM 'ALONG US HWY 30' TO 'ALONG OLD HWY 30', ALSO APPLIES TO E 201.
 SC0193
 SC0193                          STATION RECOVERY (1987)
 SC0193
 SC0193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SC0193'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  6.0 KM (3.75
 SC0193'MI) WESTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF STATE
 SC0193'HIGHWAY 433 AT THE WEST EDGE OF RAINIER, THENCE 3.9 KM (2.40 MI)
 SC0193'SOUTHEASTERLY ALONG OLD RAINIER ROAD, IN THE NORTHEAST CONCRETE
 SC0193'WINGWALL OF BRIDGE NUMBER 60 057 SPANNING BEAVER CREEK, 3.7 M (12.1
 SC0193'FT) NORTHWEST OF THE CENTERLINE OF THE ROAD, AND 0.1 M (0.3 FT)
 SC0193'NORTHEAST OF THE NORTHEAST END OF THE NORTHEAST BRIDGE CURB.  NOT
 SC0193'LEVELED TO THIS SURVEY.
 SC0193'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 SC0193
 SC0193                          STATION RECOVERY (1988)
 SC0193
 SC0193'RECOVERY NOTE BY US POWER SQUADRON 1988 (WC)
 SC0193'RECOVERED IN GOOD CONDITION.
 SC0193
 SC0193                          STATION RECOVERY (1989)
 SC0193
 SC0193'RECOVERY NOTE BY US POWER SQUADRON 1989 (RCC)
 SC0193'RECOVERED IN GOOD CONDITION.
 SC0193
 SC0193                          STATION RECOVERY (2004)
 SC0193
 SC0193'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 SC0193'RECOVERED IN GOOD CONDITION.
 SC0193
 SC0193                          STATION RECOVERY (2006)
 SC0193
 SC0193'RECOVERY NOTE BY US POWER SQUADRON 2006
 SC0193'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3969 ***********************************************************************
 RD3969  DESIGNATION -  B 204
 RD3969  PID         -  RD3969
 RD3969  STATE/COUNTY-  OR/COLUMBIA
 RD3969  USGS QUAD   -  ST HELENS (1990)
 RD3969
 RD3969                         *CURRENT SURVEY CONTROL
 RD3969  ___________________________________________________________________
 RD3969* NAD 83(1991)-  45 51 48.65431(N)    122 50 24.50343(W)     ADJUSTED  
 RD3969* NAVD 88     -        74.75   (+/-2cm)     245.2    (feet)  VERTCON   
 RD3969  ___________________________________________________________________
 RD3969  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 RD3969  GEOID HEIGHT-         -22.28  (meters)                     GEOID03
 RD3969  HORZ ORDER  -  THIRD
 RD3969  VERT ORDER  -  THIRD ? (See Below)
 RD3969
 RD3969.The horizontal coordinates were established by classical geodetic methods
 RD3969.and adjusted by the National Geodetic Survey in October 1991.
 RD3969
 RD3969.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD3969.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD3969.The vertical order pertains to the NGVD 29 superseded value.
 RD3969
 RD3969.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3969
 RD3969.The geoid height was determined by GEOID03.
 RD3969
 RD3969;                    North         East     Units Scale Factor Converg.
 RD3969;SPC OR N     -   246,756.205 2,318,311.050   MT  0.99996816   -1 39 34.5
 RD3969;SPC OR N     -   809,567.60  7,606,007.38   iFT  0.99996816   -1 39 34.5
 RD3969;SPC WA S     -    61,625.518   318,307.732   MT  0.99999329   -1 41 59.5
 RD3969;SPC WA S     -   202,183.05  1,044,314.62   sFT  0.99999329   -1 41 59.5
 RD3969;UTM  10      - 5,078,895.688   512,408.741   MT  0.99960189   +0 06 53.0
 RD3969
 RD3969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3969!SPC OR N     -   0.99999177  x   0.99996816  =   0.99995993
 RD3969!SPC WA S     -   0.99999177  x   0.99999329  =   0.99998506
 RD3969!UTM  10      -   0.99999177  x   0.99960189  =   0.99959367
 RD3969
 RD3969                          SUPERSEDED SURVEY CONTROL
 RD3969
 RD3969  NAD 83(1986)-  45 51 48.67369(N)    122 50 24.50156(W) AD(       ) 3
 RD3969  NAD 27      -  45 51 49.25000(N)    122 50 20.13300(W) AD(       ) 3
 RD3969  NGVD 29 (07/19/86)   73.73   (m)          241.9    (f) LEVELING    3  
 RD3969
 RD3969.Superseded values are not recommended for survey control.
 RD3969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3969.See file dsdata.txt to determine how the superseded data were derived.
 RD3969
 RD3969_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1240978896(NAD 83)
 RD3969_MARKER: DB = BENCH MARK DISK
 RD3969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD3969_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD3969+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2006
 RD3969
 RD3969  HISTORY     - Date     Condition        Report By
 RD3969  HISTORY     - 1946     MONUMENTED
 RD3969  HISTORY     - 1946     GOOD             CGS
 RD3969  HISTORY     - 1981     GOOD             NGS
 RD3969  HISTORY     - 20040317 GOOD             USPSQD
 RD3969  HISTORY     - 20050504 GOOD             USPSQD
 RD3969  HISTORY     - 20060712 GOOD             USPSQD
 RD3969
 RD3969                          STATION DESCRIPTION
 RD3969
 RD3969'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAE)
 RD3969'THIS STATION IS LOCATED ABOUT 1.2 MILES W OF ST. HELENS ON THE
 RD3969'PITTSBURG ROAD, 35 FEET N OF THE CENTER LINE OF THIS ROAD, AND
 RD3969'25 FEET S OF THE W SIDE OF ST. HELENS CITY RESERVOIR TOOL SHED.
 RD3969'
 RD3969'THE STATION IS A STANDARD U.S.C. AND G.S. BENCH MARK, STAMPED
 RD3969'241 B 204 1934, AND SET IN A 10- BY 10-INCH CONCRETE POST, WHICH
 RD3969'PROJECTS 8 INCHES ABOVE THE GROUND.  THE NE GABLE (FINIAL) OF THE
 RD3969'CUPOLA ON CUSHMANS BARN WAS OBSERVED TO ESTABLISH AN AZIMUTH.  THE
 RD3969'BARN IS LOCATED ABOUT 0.3 MILE NW OF THE STATION.
 RD3969
 RD3969                          STATION RECOVERY (1981)
 RD3969
 RD3969'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 RD3969'THE STATION WAS RECOVERED IN GOOD CONDITION.  IT IS LOCATED ABOUT 1.2
 RD3969'MILES WEST OF SAINT HELENS.
 RD3969'
 RD3969'TO REACH FROM THE INTERSECTION OF PITTSBURG ROAD AND HIGHWAY 30 IN
 RD3969'ST HELENS GO WEST ON PITTSBURG ROAD FOR 1.2 MILES TO THE MARK ON
 RD3969'THE RIGHT.
 RD3969'
 RD3969'IT IS A STANDARD BENCH MARK DISK STAMPED---241 B 204 1934---SET INTO
 RD3969'THE TOP OF A 25 CM SQUARE CONCRETE MONUMENT PROJECTING 10 CM.  IT IS
 RD3969'9.1 METERS NORTH OF THE CENTERLINE OF PITTSBURG ROAD, 4.0 METERS
 RD3969'SOUTHWEST OF THE CENTER OF A GATE LEADING TO A RESEVOIR AND 0.4 METER
 RD3969'SOUTH OF A METAL USBM SIGN.
 RD3969
 RD3969                          STATION RECOVERY (2004)
 RD3969
 RD3969'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 RD3969'RECOVERED IN GOOD CONDITION.
 RD3969
 RD3969                          STATION RECOVERY (2005)
 RD3969
 RD3969'RECOVERY NOTE BY US POWER SQUADRON 2005 (SAO)
 RD3969'RECOVERED IN GOOD CONDITION.
 RD3969
 RD3969                          STATION RECOVERY (2006)
 RD3969
 RD3969'RECOVERY NOTE BY US POWER SQUADRON 2006 (DM)
 RD3969'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0657 ***********************************************************************
 RD0657  DESIGNATION -  B 207
 RD0657  PID         -  RD0657
 RD0657  STATE/COUNTY-  OR/WASHINGTON
 RD0657  USGS QUAD   -  FOREST GROVE (1992)
 RD0657
 RD0657                         *CURRENT SURVEY CONTROL
 RD0657  ___________________________________________________________________
 RD0657* NAD 83(1986)-  45 36 25.     (N)    123 05 38.     (W)     SCALED    
 RD0657* NAVD 88     -        64.076  (meters)     210.22   (feet)  ADJUSTED  
 RD0657  ___________________________________________________________________
 RD0657  GEOID HEIGHT-         -22.38  (meters)                     GEOID03
 RD0657  DYNAMIC HT  -          64.076 (meters)     210.22  (feet)  COMP
 RD0657  MODELED GRAV-     980,609.5   (mgal)                       NAVD 88
 RD0657
 RD0657  VERT ORDER  -  SECOND    CLASS 0
 RD0657
 RD0657.The horizontal coordinates were scaled from a topographic map and have
 RD0657.an estimated accuracy of +/- 6 seconds.
 RD0657
 RD0657.The orthometric height was determined by differential leveling
 RD0657.and adjusted in June 1991.
 RD0657
 RD0657.The geoid height was determined by GEOID03.
 RD0657
 RD0657.The dynamic height is computed by dividing the NAVD 88
 RD0657.geopotential number by the normal gravity value computed on the
 RD0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0657.degrees latitude (g = 980.6199 gals.).
 RD0657
 RD0657.The modeled gravity was interpolated from observed gravity values.
 RD0657
 RD0657;                    North         East    Units  Estimated Accuracy
 RD0657;SPC OR N     -   218,860.    2,297,700.      MT  (+/- 180 meters Scaled)
 RD0657
 RD0657                          SUPERSEDED SURVEY CONTROL
 RD0657
 RD0657  NGVD 29 (??/??/92)   63.010  (m)          206.73   (f) ADJ UNCH    2 0
 RD0657
 RD0657.Superseded values are not recommended for survey control.
 RD0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0657.See file dsdata.txt to determine how the superseded data were derived.
 RD0657
 RD0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR926503(NAD 83)
 RD0657_MARKER: DB = BENCH MARK DISK
 RD0657_SETTING: 0 = UNSPECIFIED SETTING
 RD0657_STAMPING: B 207 1934
 RD0657_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0657
 RD0657  HISTORY     - Date     Condition        Report By
 RD0657  HISTORY     - 1934     MONUMENTED       CGS
 RD0657  HISTORY     - 1988     GOOD             USPSQD
 RD0657  HISTORY     - 19941002 MARK NOT FOUND   USPSQD
 RD0657  HISTORY     - 19941003 MARK NOT FOUND   USPSQD
 RD0657
 RD0657                          STATION DESCRIPTION
 RD0657
 RD0657'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RD0657'IN WILKESBORO.
 RD0657'ALONG THE UNITED RAILWAY CO. RR., 20 FEET EAST OF STATION, 25 FEET
 RD0657'NORTH OF ROAD, 40 FEET SOUTH OF TRACK.
 RD0657
 RD0657                          STATION RECOVERY (1988)
 RD0657
 RD0657'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCC)
 RD0657'RECOVERED IN GOOD CONDITION.
 RD0657
 RD0657                          STATION RECOVERY (1994)
 RD0657
 RD0657'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD0657'MARK NOT FOUND.
 RD0657
 RD0657                          STATION RECOVERY (1994)
 RD0657
 RD0657'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD0657'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH0814 ***********************************************************************
 OH0814  DESIGNATION -  B 21
 OH0814  PID         -  OH0814
 OH0814  STATE/COUNTY-  OR/MALHEUR
 OH0814  USGS QUAD   -  VINES HILL (1967)
 OH0814
 OH0814                         *CURRENT SURVEY CONTROL
 OH0814  ___________________________________________________________________
 OH0814* NAD 83(1986)-  43 57 00.     (N)    117 28 28.     (W)     SCALED    
 OH0814* NAVD 88     -       730.269  (meters)    2395.89   (feet)  POSTED    
 OH0814  ___________________________________________________________________
 OH0814  GEOID HEIGHT-         -18.00  (meters)                     GEOID03
 OH0814  DYNAMIC HT  -         730.030 (meters)    2395.11  (feet)  COMP
 OH0814  MODELED GRAV-     980,263.1   (mgal)                       NAVD 88
 OH0814
 OH0814  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OH0814
 OH0814.The horizontal coordinates were scaled from a topographic map and have
 OH0814.an estimated accuracy of +/- 6 seconds.
 OH0814
 OH0814.The orthometric height was determined by differential leveling
 OH0814.and adjusted by the  in 1992.
 OH0814.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OH0814.rate of 0.0 thru 1.0 mm/km.
 OH0814
 OH0814.The geoid height was determined by GEOID03.
 OH0814
 OH0814.The dynamic height is computed by dividing the NAVD 88
 OH0814.geopotential number by the normal gravity value computed on the
 OH0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0814.degrees latitude (g = 980.6199 gals.).
 OH0814
 OH0814.The modeled gravity was interpolated from observed gravity values.
 OH0814
 OH0814;                    North         East    Units  Estimated Accuracy
 OH0814;SPC OR S     -   258,040.    1,742,820.      MT  (+/- 180 meters Scaled)
 OH0814
 OH0814                          SUPERSEDED SURVEY CONTROL
 OH0814
 OH0814  NGVD 29 (??/??/92)  729.248  (m)         2392.54   (f) ADJ UNCH    1 2
 OH0814
 OH0814.Superseded values are not recommended for survey control.
 OH0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0814.See file dsdata.txt to determine how the superseded data were derived.
 OH0814
 OH0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ619664(NAD 83)
 OH0814_MARKER: Q = CHISELED SQUARE
 OH0814_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OH0814_SP_SET: BRIDGE
 OH0814_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OH0814
 OH0814  HISTORY     - Date     Condition        Report By
 OH0814  HISTORY     - UNK      MONUMENTED       USGS
 OH0814  HISTORY     - 1943     GOOD             NGS
 OH0814
 OH0814                          STATION DESCRIPTION
 OH0814
 OH0814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 OH0814'5.8 MI W FROM LITTLE VALLEY.
 OH0814'5.8 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM HOPE, MALHEUR
 OH0814'COUNTY, 5.5 MILES NORTHEAST OF LITTLE VALLEY, AND ON THE SOUTHEAST
 OH0814'CORNER OF BRIDGE 3 OVER MALHEUR RIVER.  A CHISELED SQUARE.  NOTE-- IT
 OH0814'WAS REPORTED IN 1933 THAT THE CONCRETE HAS DETERIORATED AND THAT THE
 OH0814'BENCH MARK IS NO LONGER VISIBLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0513 ***********************************************************************
 QE0513  DESIGNATION -  B 214
 QE0513  PID         -  QE0513
 QE0513  STATE/COUNTY-  OR/POLK
 QE0513  USGS QUAD   -  RICKREALL (1976)
 QE0513
 QE0513                         *CURRENT SURVEY CONTROL
 QE0513  ___________________________________________________________________
 QE0513* NAD 83(1986)-  44 55 34.     (N)    123 13 43.     (W)     SCALED    
 QE0513* NAVD 88     -        64.120  (meters)     210.37   (feet)  ADJUSTED  
 QE0513  ___________________________________________________________________
 QE0513  GEOID HEIGHT-         -22.36  (meters)                     GEOID03
 QE0513  DYNAMIC HT  -          64.119 (meters)     210.36  (feet)  COMP
 QE0513  MODELED GRAV-     980,591.1   (mgal)                       NAVD 88
 QE0513
 QE0513  VERT ORDER  -  FIRST     CLASS II
 QE0513
 QE0513.The horizontal coordinates were scaled from a topographic map and have
 QE0513.an estimated accuracy of +/- 6 seconds.
 QE0513
 QE0513.The orthometric height was determined by differential leveling
 QE0513.and adjusted in June 1991.
 QE0513
 QE0513.The geoid height was determined by GEOID03.
 QE0513
 QE0513.The dynamic height is computed by dividing the NAVD 88
 QE0513.geopotential number by the normal gravity value computed on the
 QE0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0513.degrees latitude (g = 980.6199 gals.).
 QE0513
 QE0513.The modeled gravity was interpolated from observed gravity values.
 QE0513
 QE0513;                    North         East    Units  Estimated Accuracy
 QE0513;SPC OR N     -   143,590.    2,284,640.      MT  (+/- 180 meters Scaled)
 QE0513
 QE0513                          SUPERSEDED SURVEY CONTROL
 QE0513
 QE0513  NGVD 29 (??/??/92)   63.095  (m)          207.00   (f) ADJ UNCH    1 2
 QE0513
 QE0513.Superseded values are not recommended for survey control.
 QE0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0513.See file dsdata.txt to determine how the superseded data were derived.
 QE0513
 QE0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ819747(NAD 83)
 QE0513_MARKER: DD = SURVEY DISK
 QE0513_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QE0513_SP_SET: PARAPET
 QE0513_STAMPING: 206 B 214 1934
 QE0513_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0513
 QE0513  HISTORY     - Date     Condition        Report By
 QE0513  HISTORY     - 1934     MONUMENTED       ORGS
 QE0513  HISTORY     - 1941     GOOD             NGS
 QE0513
 QE0513                          STATION DESCRIPTION
 QE0513
 QE0513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QE0513'0.2 MI S FROM RICKREALL.
 QE0513'MARK IS LOCATED 0.2 MILES SOUTH OF MAIN INTERSECTION AT RICKREALL, 13
 QE0513'FEET WEST OF CENTER OF PACIFIC HIGHWAY WEST, AT MILEAGE 59.2,
 QE0513'SOUTHWEST CORNER OF CONCRETE PARAPER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0037 ***********************************************************************
 PB0037  DESIGNATION -  B 22
 PB0037  PID         -  PB0037
 PB0037  STATE/COUNTY-  OR/LAKE
 PB0037  USGS QUAD   -  POTATO LAKE (1983)
 PB0037
 PB0037                         *CURRENT SURVEY CONTROL
 PB0037  ___________________________________________________________________
 PB0037* NAD 83(1986)-  43 35 48.     (N)    120 09 01.     (W)     SCALED    
 PB0037* NAVD 88     -      1361.032  (meters)    4465.32   (feet)  ADJUSTED  
 PB0037  ___________________________________________________________________
 PB0037  GEOID HEIGHT-         -19.73  (meters)                     GEOID03
 PB0037  DYNAMIC HT  -        1360.361 (meters)    4463.12  (feet)  COMP
 PB0037  MODELED GRAV-     980,078.8   (mgal)                       NAVD 88
 PB0037
 PB0037  VERT ORDER  -  FIRST     CLASS II
 PB0037
 PB0037.The horizontal coordinates were scaled from a topographic map and have
 PB0037.an estimated accuracy of +/- 6 seconds.
 PB0037
 PB0037.The orthometric height was determined by differential leveling
 PB0037.and adjusted in June 1991.
 PB0037
 PB0037.The geoid height was determined by GEOID03.
 PB0037
 PB0037.The dynamic height is computed by dividing the NAVD 88
 PB0037.geopotential number by the normal gravity value computed on the
 PB0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0037.degrees latitude (g = 980.6199 gals.).
 PB0037
 PB0037.The modeled gravity was interpolated from observed gravity values.
 PB0037
 PB0037;                    North         East    Units  Estimated Accuracy
 PB0037;SPC OR S     -   214,450.    1,528,240.      MT  (+/- 180 meters Scaled)
 PB0037
 PB0037                          SUPERSEDED SURVEY CONTROL
 PB0037
 PB0037  NGVD 29 (??/??/92) 1359.809  (m)         4461.31   (f) ADJ UNCH    1 2
 PB0037
 PB0037.Superseded values are not recommended for survey control.
 PB0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0037.See file dsdata.txt to determine how the superseded data were derived.
 PB0037
 PB0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGP300310(NAD 83)
 PB0037_MARKER: DB = BENCH MARK DISK
 PB0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0037_STAMPING: B 22 1920
 PB0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0037+STABILITY: SURFACE MOTION
 PB0037
 PB0037  HISTORY     - Date     Condition        Report By
 PB0037  HISTORY     - 1920     MONUMENTED       CGS
 PB0037  HISTORY     - 1943     MARK NOT FOUND   NGS
 PB0037
 PB0037                          STATION DESCRIPTION
 PB0037
 PB0037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PB0037'7.4 MI SE FROM HAMPTON.
 PB0037'IN LAKE COUNTY, ABOUT 7.4 MILES SOUTHEAST ALONG THE CENTRAL OREGON
 PB0037'HIGHWAY (US 20) AND THE OLD BEND-BURNS ROAD FROM THE SERVICE STATION
 PB0037'AT HAMPTON, DESCHUTES COUNTY, ABOUT 0.5 MILE SOUTH OF CENTRAL OREGON
 PB0037'HIGHWAY SURVEY STATION 3660, AND IN THE ANGLE FORMED BY THE OLD
 PB0037'BEND-BURNS ROAD AND THE ROAD AND THE ROAD LEADING SOUTH TO STAUFFER. A
 PB0037'STANDARD DISK, STAMPED B 22 1920 AND SET IN THE TOP OF A CONCRETE
 PB0037'POST.  NOTE-- MARK MAY BE COVERED BY SAND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1009 ***********************************************************************
 RD1009  DESIGNATION -  B 223
 RD1009  PID         -  RD1009
 RD1009  STATE/COUNTY-  OR/TILLAMOOK
 RD1009  USGS QUAD   -  TILLAMOOK (1985)
 RD1009
 RD1009                         *CURRENT SURVEY CONTROL
 RD1009  ___________________________________________________________________
 RD1009* NAD 83(1986)-  45 27 22.     (N)    123 49 35.     (W)     SCALED    
 RD1009* NAVD 88     -        12.596  (meters)      41.33   (feet)  ADJUSTED  
 RD1009  ___________________________________________________________________
 RD1009  GEOID HEIGHT-         -22.13  (meters)                     GEOID03
 RD1009  DYNAMIC HT  -          12.597 (meters)      41.33  (feet)  COMP
 RD1009  MODELED GRAV-     980,689.0   (mgal)                       NAVD 88
 RD1009
 RD1009  VERT ORDER  -  FIRST     CLASS II
 RD1009
 RD1009.The horizontal coordinates were scaled from a topographic map and have
 RD1009.an estimated accuracy of +/- 6 seconds.
 RD1009
 RD1009.The orthometric height was determined by differential leveling
 RD1009.and adjusted in June 1991.
 RD1009
 RD1009.The geoid height was determined by GEOID03.
 RD1009
 RD1009.The dynamic height is computed by dividing the NAVD 88
 RD1009.geopotential number by the normal gravity value computed on the
 RD1009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1009.degrees latitude (g = 980.6199 gals.).
 RD1009
 RD1009.The modeled gravity was interpolated from observed gravity values.
 RD1009
 RD1009;                    North         East    Units  Estimated Accuracy
 RD1009;SPC OR N     -   204,200.    2,239,910.      MT  (+/- 180 meters Scaled)
 RD1009
 RD1009                          SUPERSEDED SURVEY CONTROL
 RD1009
 RD1009  NGVD 29 (??/??/92)   11.554  (m)           37.91   (f) ADJ UNCH    1 2
 RD1009
 RD1009.Superseded values are not recommended for survey control.
 RD1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1009.See file dsdata.txt to determine how the superseded data were derived.
 RD1009
 RD1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR353339(NAD 83)
 RD1009_MARKER: DD = SURVEY DISK
 RD1009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD1009_SP_SET: CONCRETE POST
 RD1009_STAMPING: B 223 1937
 RD1009_MARK LOGO: ORHD  
 RD1009_PROJECTION: FLUSH
 RD1009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD1009+STABILITY: SURFACE MOTION
 RD1009
 RD1009  HISTORY     - Date     Condition        Report By
 RD1009  HISTORY     - 1937     MONUMENTED       ORHD
 RD1009  HISTORY     - 1964     MARK NOT FOUND   NGS
 RD1009  HISTORY     - 1987     GOOD             NGS
 RD1009  HISTORY     - 20040612 MARK NOT FOUND   USPSQD
 RD1009
 RD1009                          STATION DESCRIPTION
 RD1009
 RD1009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 RD1009'IN TILLAMOOK.
 RD1009'0.8 MILE EAST ALONG WILSON RIVER ROAD FROM TILLAMOOK, TILLAMOOK
 RD1009'COUNTY, ABOUT 450 FEET WEST OF HANKS CORNER, AT THE SOUTH END OF A ROW
 RD1009'OF FIR TREES, AND 30 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY. AN
 RD1009'OREGON STATE HIGHWAY DEPARTMENT DISK STAMPED B 223 1937 AND SET IN THE
 RD1009'TOP OF A CONCRETE POST.  NOTE-- MANY BUILDINGS HAVE BEEN BUILT IN THIS
 RD1009'AREA
 RD1009
 RD1009                          STATION RECOVERY (1987)
 RD1009
 RD1009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD1009'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  0.2 KM (0.10
 RD1009'MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM ITS JUNCTION WITH STATE
 RD1009'HIGHWAY 6 IN TILLAMOOK, THENCE 1.3 KM (0.80 MI) EASTERLY ALONG THIRD
 RD1009'STREET, 9.0 M (29.5 FT) NORTH OF THE CENTERLINE OF THE STREET, AND
 RD1009'3.9 M (12.8 FT) EAST OF UTILITY POLE NUMBER 307512 3522.  NOTE--NOT
 RD1009'LEVELED TO THIS SURVEY.
 RD1009'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 RD1009'THE MARK IS ABOVE LEVEL WITH THE STREET.
 RD1009
 RD1009                          STATION RECOVERY (2004)
 RD1009
 RD1009'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 RD1009'LAT AND LONG PLUS DIMENSIONS PUT THIS MARK IN THE MIDDLE OF A FLOWER
 RD1009'BED. IF IT IS STILL THERE IT WOULD BE UNDER 1 FT OF DIRT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0591 ***********************************************************************
 QE0591  DESIGNATION -  B 226
 QE0591  PID         -  QE0591
 QE0591  STATE/COUNTY-  OR/POLK
 QE0591  USGS QUAD   -  DALLAS (1986)
 QE0591
 QE0591                         *CURRENT SURVEY CONTROL
 QE0591  ___________________________________________________________________
 QE0591* NAD 83(1986)-  44 53 31.     (N)    123 19 47.     (W)     SCALED    
 QE0591* NAVD 88     -       117.344  (meters)     384.99   (feet)  ADJUSTED  
 QE0591  ___________________________________________________________________
 QE0591  GEOID HEIGHT-         -22.02  (meters)                     GEOID03
 QE0591  DYNAMIC HT  -         117.342 (meters)     384.98  (feet)  COMP
 QE0591  MODELED GRAV-     980,602.1   (mgal)                       NAVD 88
 QE0591
 QE0591  VERT ORDER  -  SECOND    CLASS 0
 QE0591
 QE0591.The horizontal coordinates were scaled from a topographic map and have
 QE0591.an estimated accuracy of +/- 6 seconds.
 QE0591
 QE0591.The orthometric height was determined by differential leveling
 QE0591.and adjusted in June 1991.
 QE0591
 QE0591.The geoid height was determined by GEOID03.
 QE0591
 QE0591.The dynamic height is computed by dividing the NAVD 88
 QE0591.geopotential number by the normal gravity value computed on the
 QE0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0591.degrees latitude (g = 980.6199 gals.).
 QE0591
 QE0591.The modeled gravity was interpolated from observed gravity values.
 QE0591
 QE0591;                    North         East    Units  Estimated Accuracy
 QE0591;SPC OR N     -   140,070.    2,276,530.      MT  (+/- 180 meters Scaled)
 QE0591
 QE0591                          SUPERSEDED SURVEY CONTROL
 QE0591
 QE0591  NGVD 29 (??/??/92)  116.308  (m)          381.59   (f) ADJ UNCH    2 0
 QE0591
 QE0591.Superseded values are not recommended for survey control.
 QE0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0591.See file dsdata.txt to determine how the superseded data were derived.
 QE0591
 QE0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ739710(NAD 83)
 QE0591_MARKER: DB = BENCH MARK DISK
 QE0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0591_STAMPING: B 226 1934 381 LMS 1934
 QE0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0591+STABILITY: SURFACE MOTION
 QE0591
 QE0591  HISTORY     - Date     Condition        Report By
 QE0591  HISTORY     - 1934     MONUMENTED       CGS
 QE0591  HISTORY     - 1973     GOOD             USGS
 QE0591
 QE0591                          STATION DESCRIPTION
 QE0591
 QE0591'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 QE0591'2.6 MI SW FROM DALLAS.
 QE0591'DALLAS, 2.6 MI SSW. ALONG STATE HWY. 223 FROM COUNTY COURTHOUSE AT. 31
 QE0591'FT W. OF CENTERLINE HWY.  6 FT ENE. OF FENCE COR.  3 FT N. OF FENCE
 QE0591'POST.  A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY DISK, STAMPED
 QE0591'B 226 1934 381 LMS 1934 (DATE STAMPED TWICE), SET IN TOP OF A CONC.
 QE0591'POST PROJECTING ABOUT 0.4 FT ABOVE SLOPE OF CUT BANK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0620 ***********************************************************************
 QE0620  DESIGNATION -  B 232 304
 QE0620  PID         -  QE0620
 QE0620  STATE/COUNTY-  OR/BENTON
 QE0620  USGS QUAD   -  CORVALLIS (1986)
 QE0620
 QE0620                         *CURRENT SURVEY CONTROL
 QE0620  ___________________________________________________________________
 QE0620* NAD 83(1986)-  44 32 37.     (N)    123 20 04.     (W)     SCALED    
 QE0620* NAVD 88     -        93.725  (meters)     307.50   (feet)  ADJUSTED  
 QE0620  ___________________________________________________________________
 QE0620  GEOID HEIGHT-         -22.54  (meters)                     GEOID03
 QE0620  DYNAMIC HT  -          93.719 (meters)     307.48  (feet)  COMP
 QE0620  MODELED GRAV-     980,552.0   (mgal)                       NAVD 88
 QE0620
 QE0620  VERT ORDER  -  FIRST     CLASS II
 QE0620
 QE0620.The horizontal coordinates were scaled from a topographic map and have
 QE0620.an estimated accuracy of +/- 6 seconds.
 QE0620
 QE0620.The orthometric height was determined by differential leveling
 QE0620.and adjusted in June 1991.
 QE0620.WARNING-Repeat measurements at this control monument indicate possible
 QE0620.vertical movement.
 QE0620
 QE0620.The geoid height was determined by GEOID03.
 QE0620
 QE0620.The dynamic height is computed by dividing the NAVD 88
 QE0620.geopotential number by the normal gravity value computed on the
 QE0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0620.degrees latitude (g = 980.6199 gals.).
 QE0620
 QE0620.The modeled gravity was interpolated from observed gravity values.
 QE0620
 QE0620;                    North         East    Units  Estimated Accuracy
 QE0620;SPC OR N     -   101,400.    2,274,800.      MT  (+/- 180 meters Scaled)
 QE0620
 QE0620                          SUPERSEDED SURVEY CONTROL
 QE0620
 QE0620  NGVD 29 (??/??/92)   92.722  (m)          304.21   (f) ADJ UNCH    1 2
 QE0620
 QE0620.Superseded values are not recommended for survey control.
 QE0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0620.See file dsdata.txt to determine how the superseded data were derived.
 QE0620
 QE0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ734323(NAD 83)
 QE0620_MARKER: DD = SURVEY DISK
 QE0620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0620_SP_SET: CONCRETE POST
 QE0620_STAMPING: B 232 1934 304
 QE0620_MARK LOGO: CGS+SS
 QE0620_PROJECTION: PROJECTING 5 CENTIMETERS
 QE0620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0620+STABILITY: SURFACE MOTION
 QE0620
 QE0620  HISTORY     - Date     Condition        Report By
 QE0620  HISTORY     - 1934     MONUMENTED       ORGS
 QE0620  HISTORY     - 1961     GOOD             NGS
 QE0620  HISTORY     - 1986     GOOD             USPSQD
 QE0620  HISTORY     - 1987     GOOD             NGS
 QE0620
 QE0620                          STATION DESCRIPTION
 QE0620
 QE0620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 QE0620'1.7 MI E FROM PHILOMATH.
 QE0620'FROM PHILOMATH GO EAST ON U.S. HIGHWAY 20 FOR 1.7 MILES TO THE TOP OF
 QE0620'THE FIRST HILL.  THE BENCH MARK IS 38 FEET SOUTH OF THE CENTER OF THE
 QE0620'HIGHWAY, 18 FEET WEST OF THE WEST GATE POST TO AN OREGON HIGHWAY STOCK
 QE0620'YARD, AND 1 FOOT NORTH OF A METAL WITNESS POST.  THE DISK IS SET IN
 QE0620'THE TOP OF A CONCRETE POST THAT IS ABOUT FLUSH WITH THE SURFACE.
 QE0620
 QE0620                          STATION RECOVERY (1986)
 QE0620
 QE0620'RECOVERY NOTE BY US POWER SQUADRON 1986 (RCB)
 QE0620'RECOVERED IN GOOD CONDITION.
 QE0620
 QE0620                          STATION RECOVERY (1987)
 QE0620
 QE0620'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE0620'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  7.0 KM
 QE0620'(4.35 MI) WESTERLY ALONG U.S. HIGHWAY 20 FROM ITS JUNCTION WITH STATE
 QE0620'HIGHWAY 34 IN CORVALLIS, 12.3 M (40.4 FT) SOUTHEAST OF THE CENTERLINE
 QE0620'OF THE HIGHWAY, 7.8 M (25.6 FT) NORTHWEST OF A FENCE CORNER, 5.8 M
 QE0620'(19.0 FT) EAST OF THE CENTER OF A DRIVEWAY, AND 3.9 M (12.8 FT) WEST
 QE0620'OF UTILITY POLE NUMBER E 50 18.
 QE0620'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 QE0620'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0172 ***********************************************************************
 PC0172  DESIGNATION -  B 242
 PC0172  PID         -  PC0172
 PC0172  STATE/COUNTY-  OR/LANE
 PC0172  USGS QUAD   -  JASPER (1986)
 PC0172
 PC0172                         *CURRENT SURVEY CONTROL
 PC0172  ___________________________________________________________________
 PC0172* NAD 83(1986)-  43 57 26.     (N)    122 54 30.     (W)     SCALED    
 PC0172* NAVD 88     -       198.936  (meters)     652.68   (feet)  ADJUSTED  
 PC0172  ___________________________________________________________________
 PC0172  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 PC0172  DYNAMIC HT  -         198.898 (meters)     652.55  (feet)  COMP
 PC0172  MODELED GRAV-     980,423.0   (mgal)                       NAVD 88
 PC0172
 PC0172  VERT ORDER  -  SECOND    CLASS 0
 PC0172
 PC0172.The horizontal coordinates were scaled from a topographic map and have
 PC0172.an estimated accuracy of +/- 6 seconds.
 PC0172
 PC0172.The orthometric height was determined by differential leveling
 PC0172.and adjusted in June 1991.
 PC0172
 PC0172.The geoid height was determined by GEOID03.
 PC0172
 PC0172.The dynamic height is computed by dividing the NAVD 88
 PC0172.geopotential number by the normal gravity value computed on the
 PC0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0172.degrees latitude (g = 980.6199 gals.).
 PC0172
 PC0172.The modeled gravity was interpolated from observed gravity values.
 PC0172
 PC0172;                    North         East    Units  Estimated Accuracy
 PC0172;SPC OR S     -   257,230.    1,306,730.      MT  (+/- 180 meters Scaled)
 PC0172
 PC0172                          SUPERSEDED SURVEY CONTROL
 PC0172
 PC0172  NGVD 29 (??/??/92)  197.826  (m)          649.03   (f) ADJ UNCH    2 0
 PC0172
 PC0172.Superseded values are not recommended for survey control.
 PC0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0172.See file dsdata.txt to determine how the superseded data were derived.
 PC0172
 PC0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP073671(NAD 83)
 PC0172_MARKER: DB = BENCH MARK DISK
 PC0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PC0172_STAMPING: B 242 1934
 PC0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0172+STABILITY: SURFACE MOTION
 PC0172
 PC0172  HISTORY     - Date     Condition        Report By
 PC0172  HISTORY     - 1934     MONUMENTED       CGS
 PC0172  HISTORY     - 1942     GOOD             NGS
 PC0172  HISTORY     - 1950     GOOD             ORGS
 PC0172  HISTORY     - 1982     GOOD             LOCSUR
 PC0172  HISTORY     - 20010316 POOR             ORDT
 PC0172
 PC0172                          STATION DESCRIPTION
 PC0172
 PC0172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 PC0172'6.1 MI SE FROM GOSHEN.
 PC0172'6.1 MILES SOUTHEAST OF THE POST OFFICE.  ALONG STATE HIGHWAY 58, 30
 PC0172'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 60 FEET SOUTHWEST OF THE
 PC0172'INTERSECTION OF THE ROAD TO JASPER, 12 FEET EAST OF A LANE AND 10 FEET
 PC0172'NORTHWEST OF A CEDAR TREE.  WITNESS POST SET.
 PC0172
 PC0172                          STATION RECOVERY (1950)
 PC0172
 PC0172'RECOVERY NOTE BY OREGON GEODETIC SURVEY 1950
 PC0172'RECOVERED IN GOOD CONDITION.
 PC0172
 PC0172                          STATION RECOVERY (1982)
 PC0172
 PC0172'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 PC0172'ABOUT .3 MILE SOUTHEAST OF HIGH SCHOOL AT PLEASANT HILL ON WILLAMETTE
 PC0172'HIGHWAY, 135 FEET SOUTHWEST OF CENTERLINE OF HIGHWAY, OPPOSITE THE
 PC0172'INTERSECTION OF THE SPRINGFIELD -CRESWELL HIGHWAY TO JASPER, 12 FEET
 PC0172'EAST OF LANE, 14 FEET NORTHWEST OF LARGE CEDAR . DISK IN CONCRETE
 PC0172'POST.
 PC0172
 PC0172                          STATION RECOVERY (2001)
 PC0172
 PC0172'RECOVERY NOTE BY OREGON DEPARTMENT OF TRANSPORTATION 2001 (CL)
 PC0172'BENCH MARK IS COVERED WITH ABOUT 3 FEET OF EARTH FILL IN RECENT
 PC0172'HIGHWAY CONSTRUCTION.  LANE COUNTY SURVEYORS OFFICE SET REPLACEMENT
 PC0172'MARK BM 31 RESET 1999 (LANE BM 511) ABOUT 400 FEET WEST NEXT TO
 PC0172'PLEASANT HILL SCHOOL SOCCER FIELD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1131 ***********************************************************************
 RD1131  DESIGNATION -  B 243
 RD1131  PID         -  RD1131
 RD1131  STATE/COUNTY-  OR/TILLAMOOK
 RD1131  USGS QUAD   -  JORDAN CREEK (1984)
 RD1131
 RD1131                         *CURRENT SURVEY CONTROL
 RD1131  ___________________________________________________________________
 RD1131* NAD 83(1986)-  45 30 52.     (N)    123 37 05.     (W)     SCALED    
 RD1131* NAVD 88     -        95.930  (meters)     314.73   (feet)  ADJUSTED  
 RD1131  ___________________________________________________________________
 RD1131  GEOID HEIGHT-         -20.93  (meters)                     GEOID03
 RD1131  DYNAMIC HT  -          95.938 (meters)     314.76  (feet)  COMP
 RD1131  MODELED GRAV-     980,691.2   (mgal)                       NAVD 88
 RD1131
 RD1131  VERT ORDER  -  SECOND    CLASS 0
 RD1131
 RD1131.The horizontal coordinates were scaled from a topographic map and have
 RD1131.an estimated accuracy of +/- 6 seconds.
 RD1131
 RD1131.The orthometric height was determined by differential leveling
 RD1131.and adjusted in June 1991.
 RD1131
 RD1131.The geoid height was determined by GEOID03.
 RD1131
 RD1131.The dynamic height is computed by dividing the NAVD 88
 RD1131.geopotential number by the normal gravity value computed on the
 RD1131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1131.degrees latitude (g = 980.6199 gals.).
 RD1131
 RD1131.The modeled gravity was interpolated from observed gravity values.
 RD1131
 RD1131;                    North         East    Units  Estimated Accuracy
 RD1131;SPC OR N     -   210,030.    2,256,440.      MT  (+/- 180 meters Scaled)
 RD1131
 RD1131                          SUPERSEDED SURVEY CONTROL
 RD1131
 RD1131  NGVD 29 (??/??/92)   94.879  (m)          311.28   (f) ADJ UNCH    2 0
 RD1131
 RD1131.Superseded values are not recommended for survey control.
 RD1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1131.See file dsdata.txt to determine how the superseded data were derived.
 RD1131
 RD1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR517402(NAD 83)
 RD1131_MARKER: DD = SURVEY DISK
 RD1131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD1131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD1131_STAMPING: B 243 1937
 RD1131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD1131+STABILITY: SURFACE MOTION
 RD1131
 RD1131  HISTORY     - Date     Condition        Report By
 RD1131  HISTORY     - 1937     MONUMENTED       ORDT
 RD1131  HISTORY     - 1962     GOOD             NGS
 RD1131  HISTORY     - 1990     GOOD             USPSQD
 RD1131  HISTORY     - 19921025 GOOD             USPSQD
 RD1131
 RD1131                          STATION DESCRIPTION
 RD1131
 RD1131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RD1131'15.4 MI NE FROM TILLAMOOK.
 RD1131'REACHED FROM THE INTERSECTION OF STATE HIGHWAY 6 AND U.S. HIGHWAY 101
 RD1131'IN TILLAMOOK, GO NORTHEAST ALONG STATE HIGHWAY 6 FOR 15.4 MILES, 42
 RD1131'FEET EAST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 4-FEET HIGHER,
 RD1131'73 FEET NORTHEAST OF A HIGHWAY SIGN CURVE 45 M P R, AND ABOUT 70 YARDS
 RD1131'NORTH OF TELEPHONE POLE NO. 391.
 RD1131
 RD1131                          STATION RECOVERY (1990)
 RD1131
 RD1131'RECOVERY NOTE BY US POWER SQUADRON 1990 (KRN)
 RD1131'RECOVERED IN GOOD CONDITION.
 RD1131
 RD1131                          STATION RECOVERY (1992)
 RD1131
 RD1131'RECOVERY NOTE BY US POWER SQUADRON 1992 (KRN)
 RD1131'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0316 ***********************************************************************
 PC0316  DESIGNATION -  B 246
 PC0316  PID         -  PC0316
 PC0316  STATE/COUNTY-  OR/DOUGLAS
 PC0316  USGS QUAD   -  DRAIN (1987)
 PC0316
 PC0316                         *CURRENT SURVEY CONTROL
 PC0316  ___________________________________________________________________
 PC0316* NAD 83(1986)-  43 39 40.     (N)    123 20 52.     (W)     SCALED    
 PC0316* NAVD 88     -        86.040  (meters)     282.28   (feet)  ADJUSTED  
 PC0316  ___________________________________________________________________
 PC0316  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 PC0316  DYNAMIC HT  -          86.028 (meters)     282.24  (feet)  COMP
 PC0316  MODELED GRAV-     980,478.0   (mgal)                       NAVD 88
 PC0316
 PC0316  VERT ORDER  -  FIRST     CLASS II
 PC0316
 PC0316.The horizontal coordinates were scaled from a topographic map and have
 PC0316.an estimated accuracy of +/- 6 seconds.
 PC0316
 PC0316.The orthometric height was determined by differential leveling
 PC0316.and adjusted in June 1991.
 PC0316
 PC0316.The geoid height was determined by GEOID03.
 PC0316
 PC0316.The dynamic height is computed by dividing the NAVD 88
 PC0316.geopotential number by the normal gravity value computed on the
 PC0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0316.degrees latitude (g = 980.6199 gals.).
 PC0316
 PC0316.The modeled gravity was interpolated from observed gravity values.
 PC0316
 PC0316;                    North         East    Units  Estimated Accuracy
 PC0316;SPC OR S     -   225,460.    1,270,360.      MT  (+/- 180 meters Scaled)
 PC0316
 PC0316                          SUPERSEDED SURVEY CONTROL
 PC0316
 PC0316  NGVD 29 (??/??/92)   84.940  (m)          278.67   (f) ADJ UNCH    1 2
 PC0316
 PC0316.Superseded values are not recommended for survey control.
 PC0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0316.See file dsdata.txt to determine how the superseded data were derived.
 PC0316
 PC0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP719342(NAD 83)
 PC0316_MARKER: DD = SURVEY DISK
 PC0316_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PC0316_SP_SET: PIER
 PC0316_STAMPING: 278 B 246 1934
 PC0316_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PC0316_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PC0316+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2006
 PC0316
 PC0316  HISTORY     - Date     Condition        Report By
 PC0316  HISTORY     - 1934     MONUMENTED       ORGS
 PC0316  HISTORY     - 1961     GOOD             NGS
 PC0316  HISTORY     - 20061006 GOOD             USPSQD
 PC0316
 PC0316                          STATION DESCRIPTION
 PC0316
 PC0316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 PC0316'1.5 MI W FROM DRAIN.
 PC0316'FROM THE POST OFFICE AT DRAIN GO WEST ON STATE HIGHWAY 38 FOR 1.5
 PC0316'MILES TO A LARGE CONCRETE PIER OF AN UNFINISHED RAILROAD BRIDGE ON THE
 PC0316'LEFT, SOUTH SIDE OF THE HIGHWAY AND THE NORTH SIDE OF ELK CREEK,
 PC0316'LOCATED AT THE SOUTHEAST ANGLE POINT AND ABOUT THE HIGHEST PART OF THE
 PC0316'PIER.
 PC0316
 PC0316                          STATION RECOVERY (2006)
 PC0316
 PC0316'RECOVERY NOTE BY US POWER SQUADRON 2006 (RHC)
 PC0316'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0582 ***********************************************************************
 PC0582  DESIGNATION -  B 247
 PC0582  PID         -  PC0582
 PC0582  STATE/COUNTY-  OR/DOUGLAS
 PC0582  USGS QUAD   -  SCOTTSBURG (1985)
 PC0582
 PC0582                         *CURRENT SURVEY CONTROL
 PC0582  ___________________________________________________________________
 PC0582* NAD 83(1986)-  43 40 30.     (N)    123 48 13.     (W)     SCALED    
 PC0582* NAVD 88     -        21.486  (meters)      70.49   (feet)  ADJUSTED  
 PC0582  ___________________________________________________________________
 PC0582  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 PC0582  DYNAMIC HT  -          21.483 (meters)      70.48  (feet)  COMP
 PC0582  MODELED GRAV-     980,499.1   (mgal)                       NAVD 88
 PC0582
 PC0582  VERT ORDER  -  FIRST     CLASS II
 PC0582
 PC0582.The horizontal coordinates were scaled from a topographic map and have
 PC0582.an estimated accuracy of +/- 6 seconds.
 PC0582
 PC0582.The orthometric height was determined by differential leveling
 PC0582.and adjusted in June 1991.
 PC0582
 PC0582.The geoid height was determined by GEOID03.
 PC0582
 PC0582.The dynamic height is computed by dividing the NAVD 88
 PC0582.geopotential number by the normal gravity value computed on the
 PC0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0582.degrees latitude (g = 980.6199 gals.).
 PC0582
 PC0582.The modeled gravity was interpolated from observed gravity values.
 PC0582
 PC0582;                    North         East    Units  Estimated Accuracy
 PC0582;SPC OR S     -   228,350.    1,233,680.      MT  (+/- 180 meters Scaled)
 PC0582
 PC0582                          SUPERSEDED SURVEY CONTROL
 PC0582
 PC0582  NGVD 29 (??/??/92)   20.401  (m)           66.93   (f) ADJ UNCH    1 2
 PC0582
 PC0582.Superseded values are not recommended for survey control.
 PC0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0582.See file dsdata.txt to determine how the superseded data were derived.
 PC0582
 PC0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP352360(NAD 83)
 PC0582_MARKER: DD = SURVEY DISK
 PC0582_SETTING: 80 = SET IN A BOULDER
 PC0582_SP_SET: BOULDER
 PC0582_STAMPING: 67 B 247 1934
 PC0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0582+STABILITY: SURFACE MOTION
 PC0582
 PC0582  HISTORY     - Date     Condition        Report By
 PC0582  HISTORY     - 1934     MONUMENTED       ORGS
 PC0582  HISTORY     - 1961     MARK NOT FOUND   NGS
 PC0582
 PC0582                          STATION DESCRIPTION
 PC0582
 PC0582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 PC0582'2 MI E FROM SCOTTSBURG.
 PC0582'WAS ABOUT 2 MILES EAST ALONG STATE HIGHWAY 38 FROM SCOTTSBURG, ABOUT
 PC0582'0.3 MILE WEST OF THE BRIDGE OVER WELLS CREEK, ABOUT 500 FEET EAST OF
 PC0582'THE WELLS CREEK GUARD STATION, 50 WEST OF THE CROSSING OF A ROAD
 PC0582'LEADING TO THE GUARD STATION, 40 FEET NORTH OF THE CENTER LINE OF THE
 PC0582'HIGHWAY, 30 FEET SOUTH OF AN OLD ROAD, AND IN TOP OF A MASSIVE SPLIT
 PC0582'BOULDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1185 ***********************************************************************
 RD1185  DESIGNATION -  B 248
 RD1185  PID         -  RD1185
 RD1185  STATE/COUNTY-  OR/CLATSOP
 RD1185  USGS QUAD   -  SOAPSTONE LAKE (1985)
 RD1185
 RD1185                         *CURRENT SURVEY CONTROL
 RD1185  ___________________________________________________________________
 RD1185* NAD 83(1986)-  45 48 47.     (N)    123 46 12.     (W)     SCALED    
 RD1185* NAVD 88     -        55.741  (meters)     182.88   (feet)  ADJUSTED  
 RD1185  ___________________________________________________________________
 RD1185  GEOID HEIGHT-         -21.87  (meters)                     GEOID03
 RD1185  DYNAMIC HT  -          55.747 (meters)     182.90  (feet)  COMP
 RD1185  MODELED GRAV-     980,719.9   (mgal)                       NAVD 88
 RD1185
 RD1185  VERT ORDER  -  FIRST     CLASS II
 RD1185
 RD1185.The horizontal coordinates were scaled from a topographic map and have
 RD1185.an estimated accuracy of +/- 6 seconds.
 RD1185
 RD1185.The orthometric height was determined by differential leveling
 RD1185.and adjusted in June 1991.
 RD1185.WARNING-Repeat measurements at this control monument indicate possible
 RD1185.vertical movement.
 RD1185
 RD1185.The geoid height was determined by GEOID03.
 RD1185
 RD1185.The dynamic height is computed by dividing the NAVD 88
 RD1185.geopotential number by the normal gravity value computed on the
 RD1185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1185.degrees latitude (g = 980.6199 gals.).
 RD1185
 RD1185.The modeled gravity was interpolated from observed gravity values.
 RD1185
 RD1185;                    North         East    Units  Estimated Accuracy
 RD1185;SPC OR N     -   243,660.    2,245,920.      MT  (+/- 180 meters Scaled)
 RD1185
 RD1185                          SUPERSEDED SURVEY CONTROL
 RD1185
 RD1185  NGVD 29 (??/??/92)   54.680  (m)          179.40   (f) ADJ UNCH    1 2
 RD1185
 RD1185.Superseded values are not recommended for survey control.
 RD1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1185.See file dsdata.txt to determine how the superseded data were derived.
 RD1185
 RD1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR401735(NAD 83)
 RD1185_MARKER: DD = SURVEY DISK
 RD1185_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RD1185_SP_SET: CURB
 RD1185_STAMPING: B 248 1937
 RD1185_MARK LOGO: ORHD  
 RD1185_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD1185
 RD1185  HISTORY     - Date     Condition        Report By
 RD1185  HISTORY     - 1937     MONUMENTED       ORHD
 RD1185  HISTORY     - 1966     GOOD             NGS
 RD1185  HISTORY     - 1987     GOOD             USPSQD
 RD1185  HISTORY     - 1987     GOOD             NGS
 RD1185  HISTORY     - 1988     GOOD             USPSQD
 RD1185
 RD1185                          STATION DESCRIPTION
 RD1185
 RD1185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 RD1185'10.0 MI N FROM MOHLER.
 RD1185'10.0 MILES NORTH ALONG STATE HIGHWAY 53 FROM THE MOHLER CHEESE
 RD1185'FACTORY, 0.25 MILE NORTH OF MILE POST NO. 8, AT THE NORTHEAST CORNER
 RD1185'OF THE MAIN SPAN OF THE BRIDGE OVER NORTH FORK NEHALEM RIVER, AND IN
 RD1185'THE TOP OF THE CURB, 26 FEET SOUTH OF THE NORTH END OF THE GUARD RAIL
 RD1185'AND 13 FEET EAST OF THE CENTER OF THE HIGHWAY.
 RD1185
 RD1185                          STATION RECOVERY (1987)
 RD1185
 RD1185'RECOVERY NOTE BY US POWER SQUADRON 1987 (RCC)
 RD1185'RECOVERED IN GOOD CONDITION.
 RD1185
 RD1185                          STATION RECOVERY (1987)
 RD1185
 RD1185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD1185'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  2.3 KM (1.45
 RD1185'MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE CITY HALL NEHALEM,
 RD1185'THENCE 18.3 KM (11.35 MI) NORTHEASTERLY ALONG STATE HIGHWAY 53, IN
 RD1185'THE NORTHEAST END OF THE SOUTHWEST CURB OF A BRIDGE SPANNING NORTH
 RD1185'FORK NEHALEM RIVER, 8.0 M (26.2 FT) SOUTHWEST OF THE NORTHEAST END OF
 RD1185'THE CURB, AND 4.3 M (14.1 FT) SOUTHEAST OF THE CENTERLINE OF THE
 RD1185'HIGHWAY.
 RD1185'THE MARK IS 0.2 M ABOVE THE HIGHWAY.
 RD1185
 RD1185                          STATION RECOVERY (1988)
 RD1185
 RD1185'RECOVERY NOTE BY US POWER SQUADRON 1988 (GAN)
 RD1185'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0859 ***********************************************************************
 RC0859  DESIGNATION -  B 25
 RC0859  PID         -  RC0859
 RC0859  STATE/COUNTY-  OR/WASCO
 RC0859  USGS QUAD   -  THE DALLES SOUTH (1994)
 RC0859
 RC0859                         *CURRENT SURVEY CONTROL
 RC0859  ___________________________________________________________________
 RC0859* NAD 83(1986)-  45 36 08.     (N)    121 11 03.     (W)     SCALED    
 RC0859* NAVD 88     -        30.917  (meters)     101.43   (feet)  ADJUSTED  
 RC0859  ___________________________________________________________________
 RC0859  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 RC0859  DYNAMIC HT  -          30.916 (meters)     101.43  (feet)  COMP
 RC0859  MODELED GRAV-     980,601.6   (mgal)                       NAVD 88
 RC0859
 RC0859  VERT ORDER  -  FIRST     CLASS II
 RC0859
 RC0859.The horizontal coordinates were scaled from a topographic map and have
 RC0859.an estimated accuracy of +/- 6 seconds.
 RC0859
 RC0859.The orthometric height was determined by differential leveling
 RC0859.and adjusted in June 1991.
 RC0859.WARNING-Repeat measurements at this control monument indicate possible
 RC0859.vertical movement.
 RC0859
 RC0859.The geoid height was determined by GEOID03.
 RC0859
 RC0859.The dynamic height is computed by dividing the NAVD 88
 RC0859.geopotential number by the normal gravity value computed on the
 RC0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0859.degrees latitude (g = 980.6199 gals.).
 RC0859
 RC0859.The modeled gravity was interpolated from observed gravity values.
 RC0859
 RC0859;                    North         East    Units  Estimated Accuracy
 RC0859;SPC OR N     -   215,310.    2,446,630.      MT  (+/- 180 meters Scaled)
 RC0859
 RC0859                          SUPERSEDED SURVEY CONTROL
 RC0859
 RC0859  NGVD 29 (??/??/92)   29.939  (m)           98.22   (f) ADJ UNCH    1 2
 RC0859
 RC0859.Superseded values are not recommended for survey control.
 RC0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0859.See file dsdata.txt to determine how the superseded data were derived.
 RC0859
 RC0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR416514(NAD 83)
 RC0859_MARKER: DB = BENCH MARK DISK
 RC0859_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RC0859_SP_SET: WALL
 RC0859_STAMPING: B 25 1921 ELEV 102.260 FT
 RC0859_MARK LOGO: CGS   
 RC0859_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC0859
 RC0859  HISTORY     - Date     Condition        Report By
 RC0859  HISTORY     - 1921     MONUMENTED       CGS
 RC0859  HISTORY     - 1935     GOOD             NGS
 RC0859  HISTORY     - 1963     GOOD             NGS
 RC0859  HISTORY     - 1984     GOOD             USPSQD
 RC0859  HISTORY     - 1987     GOOD             USPSQD
 RC0859  HISTORY     - 1987     GOOD             NGS
 RC0859  HISTORY     - 1989     GOOD             USPSQD
 RC0859
 RC0859                          STATION DESCRIPTION
 RC0859
 RC0859'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 RC0859'IN THE DALLES.
 RC0859'AT THE DALLES, WASCO COUNTY, NEAR THE SOUTHWEST CORNER OF SECOND AND
 RC0859'UNION STREETS, AT THE EAST SIDE OF THE POST OFFICE, IN THE NORTHEAST
 RC0859'CORNER OF THE MOST NORTHERLY A STANDARD DISK STAMPED B 25 1921.
 RC0859
 RC0859                          STATION RECOVERY (1963)
 RC0859
 RC0859'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 RC0859'RECOVERED IN GOOD CONDITION.
 RC0859
 RC0859                          STATION RECOVERY (1984)
 RC0859
 RC0859'RECOVERY NOTE BY US POWER SQUADRON 1984
 RC0859'RECOVERED IN GOOD CONDITION.
 RC0859
 RC0859                          STATION RECOVERY (1987)
 RC0859
 RC0859'RECOVERY NOTE BY US POWER SQUADRON 1987 (KRN)
 RC0859'RECOVERED IN GOOD CONDITION.
 RC0859
 RC0859                          STATION RECOVERY (1987)
 RC0859
 RC0859'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RC0859'RECOVERED IN GOOD CONDITION.
 RC0859
 RC0859                          STATION RECOVERY (1989)
 RC0859
 RC0859'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RC0859'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0480 ***********************************************************************
 NZ0480  DESIGNATION -  B 258
 NZ0480  PID         -  NZ0480
 NZ0480  STATE/COUNTY-  OR/JOSEPHINE
 NZ0480  USGS QUAD   -  MERLIN (1986)
 NZ0480
 NZ0480                         *CURRENT SURVEY CONTROL
 NZ0480  ___________________________________________________________________
 NZ0480* NAD 83(1986)-  42 31 03.     (N)    123 27 22.     (W)     SCALED    
 NZ0480* NAVD 88     -       264.455  (meters)     867.63   (feet)  ADJUSTED  
 NZ0480  ___________________________________________________________________
 NZ0480  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 NZ0480  DYNAMIC HT  -         264.370 (meters)     867.35  (feet)  COMP
 NZ0480  MODELED GRAV-     980,294.1   (mgal)                       NAVD 88
 NZ0480
 NZ0480  VERT ORDER  -  SECOND    CLASS 0
 NZ0480
 NZ0480.The horizontal coordinates were scaled from a topographic map and have
 NZ0480.an estimated accuracy of +/- 6 seconds.
 NZ0480
 NZ0480.The orthometric height was determined by differential leveling
 NZ0480.and adjusted in June 1991.
 NZ0480
 NZ0480.The geoid height was determined by GEOID03.
 NZ0480
 NZ0480.The dynamic height is computed by dividing the NAVD 88
 NZ0480.geopotential number by the normal gravity value computed on the
 NZ0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0480.degrees latitude (g = 980.6199 gals.).
 NZ0480
 NZ0480.The modeled gravity was interpolated from observed gravity values.
 NZ0480
 NZ0480;                    North         East    Units  Estimated Accuracy
 NZ0480;SPC OR S     -    98,800.    1,257,140.      MT  (+/- 180 meters Scaled)
 NZ0480
 NZ0480                          SUPERSEDED SURVEY CONTROL
 NZ0480
 NZ0480  NGVD 29 (??/??/92)  263.451  (m)          864.34   (f) ADJ UNCH    2 0
 NZ0480
 NZ0480.Superseded values are not recommended for survey control.
 NZ0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0480.See file dsdata.txt to determine how the superseded data were derived.
 NZ0480
 NZ0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN625073(NAD 83)
 NZ0480_MARKER: DB = BENCH MARK DISK
 NZ0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ0480_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NZ0480_STAMPING: 864 B 258 1934
 NZ0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0480+STABILITY: SURFACE MOTION
 NZ0480
 NZ0480  HISTORY     - Date     Condition        Report By
 NZ0480  HISTORY     - 1934     MONUMENTED       CGS
 NZ0480  HISTORY     - 1964     GOOD             NGS
 NZ0480  HISTORY     - 1982     GOOD             USGS
 NZ0480
 NZ0480                          STATION DESCRIPTION
 NZ0480
 NZ0480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 NZ0480'1.9 MI W FROM MERLIN.
 NZ0480'1.9 MILES WEST ALONG THE MERLIN-GALICE HIGHWAY FROM THE MERLIN POST
 NZ0480'OFFICE UP A SMALL DRAW BETWEEN TWO CUT BANKS, 74 FEET NORTH OF THE
 NZ0480'CENTER OF THE HIGHWAY, 53 FEET NORTHWEST OF THE NORTH END OF A
 NZ0480'CONCRETE CULVERT UNDER THE HIGHWAY, 19 FEET WEST OF A SMALL STREAM AND
 NZ0480'0.5 FOOT EAST OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 5
 NZ0480'INCHES.
 NZ0480
 NZ0480                          STATION RECOVERY (1982)
 NZ0480
 NZ0480'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 NZ0480'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0043 ***********************************************************************
 RC0043  DESIGNATION -  B 26
 RC0043  PID         -  RC0043
 RC0043  STATE/COUNTY-  OR/GILLIAM
 RC0043  USGS QUAD   -  SUNDALE NW (1971)
 RC0043
 RC0043                         *CURRENT SURVEY CONTROL
 RC0043  ___________________________________________________________________
 RC0043* NAD 83(1986)-  45 41 27.     (N)    120 26 25.     (W)     SCALED    
 RC0043* NAVD 88     -        65.440  (meters)     214.70   (feet)  ADJUSTED  
 RC0043  ___________________________________________________________________
 RC0043  GEOID HEIGHT-         -21.54  (meters)                     GEOID03
 RC0043  DYNAMIC HT  -          65.437 (meters)     214.69  (feet)  COMP
 RC0043  MODELED GRAV-     980,577.6   (mgal)                       NAVD 88
 RC0043
 RC0043  VERT ORDER  -  FIRST     CLASS II
 RC0043
 RC0043.The horizontal coordinates were scaled from a topographic map and have
 RC0043.an estimated accuracy of +/- 6 seconds.
 RC0043
 RC0043.The orthometric height was determined by differential leveling
 RC0043.and adjusted in June 1991.
 RC0043
 RC0043.The geoid height was determined by GEOID03.
 RC0043
 RC0043.The dynamic height is computed by dividing the NAVD 88
 RC0043.geopotential number by the normal gravity value computed on the
 RC0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0043.degrees latitude (g = 980.6199 gals.).
 RC0043
 RC0043.The modeled gravity was interpolated from observed gravity values.
 RC0043
 RC0043;                    North         East    Units  Estimated Accuracy
 RC0043;SPC OR N     -   224,930.    2,504,650.      MT  (+/- 180 meters Scaled)
 RC0043
 RC0043                          SUPERSEDED SURVEY CONTROL
 RC0043
 RC0043  NGVD 29 (??/??/92)   64.452  (m)          211.46   (f) ADJ UNCH    1 2
 RC0043
 RC0043.Superseded values are not recommended for survey control.
 RC0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0043.See file dsdata.txt to determine how the superseded data were derived.
 RC0043
 RC0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR993628(NAD 83)
 RC0043_MARKER: DB = BENCH MARK DISK
 RC0043_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RC0043_SP_SET: BRIDGE ABUTMENT
 RC0043_STAMPING: ELEV.211.404 FT. B 26 1921
 RC0043_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RC0043
 RC0043  HISTORY     - Date     Condition        Report By
 RC0043  HISTORY     - 1921     MONUMENTED       CGS
 RC0043  HISTORY     - 1962     GOOD             NGS
 RC0043  HISTORY     - 1971     GOOD             NGS
 RC0043
 RC0043                          STATION DESCRIPTION
 RC0043
 RC0043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RC0043'2.9 MI E FROM QUINTON.
 RC0043'GO EAST ALONG U.S. HIGHWAY 30 FROM THE UNION PACIFIC RAILROAD SIDING
 RC0043'AT QUINTON FOR 2.9 MILES TO A LARGE CONCRETE ABUTMENTED RAIL ROAD
 RC0043'BRIDGE ON THE LEFT, NORTH, ABOUT 125-FEET NORTH OF THE CENTER LINE OF
 RC0043'THE HIGHWAY, IN TOP OF THE SOUTH END OF THE EAST ABUTMENT, 17 FEET
 RC0043'SOUTH OF THE SOUTH RAIL.  THIS IS ABOUT 0.1 MILE WEST OF HIGHWAY MILE
 RC0043'POST 125.
 RC0043
 RC0043                          STATION RECOVERY (1971)
 RC0043
 RC0043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 RC0043'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1560 ***********************************************************************
 RC1560  DESIGNATION -  B 263 RESET
 RC1560  PID         -  RC1560
 RC1560  STATE/COUNTY-  OR/HOOD RIVER
 RC1560  USGS QUAD   -  MT DEFIANCE (1994)
 RC1560
 RC1560                         *CURRENT SURVEY CONTROL
 RC1560  ___________________________________________________________________
 RC1560* NAD 83(1986)-  45 41 15.     (N)    121 42 51.     (W)     SCALED    
 RC1560* NAVD 88     -        29.46   (+/-2cm)      96.7    (feet)  VERTCON   
 RC1560  ___________________________________________________________________
 RC1560  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 RC1560  VERT ORDER  -  THIRD (See Below)
 RC1560
 RC1560.The horizontal coordinates were scaled from a topographic map and have
 RC1560.an estimated accuracy of +/- 6 seconds.
 RC1560
 RC1560.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC1560.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC1560.The vertical order pertains to the NGVD 29 superseded value.
 RC1560
 RC1560.The geoid height was determined by GEOID03.
 RC1560
 RC1560;                    North         East    Units  Estimated Accuracy
 RC1560;SPC OR N     -   225,270.    2,405,430.      MT  (+/- 180 meters Scaled)
 RC1560
 RC1560                          SUPERSEDED SURVEY CONTROL
 RC1560
 RC1560  NGVD 29 (??/??/??)   28.43   (m)           93.3    (f) RESET       3  
 RC1560
 RC1560.Superseded values are not recommended for survey control.
 RC1560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1560.See file dsdata.txt to determine how the superseded data were derived.
 RC1560
 RC1560_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR001601(NAD 83)
 RC1560_MARKER: DB = BENCH MARK DISK
 RC1560_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RC1560_SP_SET: CULVERT
 RC1560_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC1560
 RC1560  HISTORY     - Date     Condition        Report By
 RC1560  HISTORY     - 1967     MONUMENTED       CGS
 RC1560  HISTORY     - 1967     GOOD             NGS
 RC1560  HISTORY     - 1974     MARK NOT FOUND   NGS
 RC1560  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 RC1560
 RC1560                          STATION DESCRIPTION
 RC1560
 RC1560'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 RC1560'9.7 MI E FROM CASCADE LOCKS.
 RC1560'REACHED FROM THE POST OFFICE IN CASCADE LOCKS, GO NORTHEAST ON U.S.
 RC1560'HIGHWAY 30 FOR 1.3 MILES TO INTERSTATE 80 N, CONTINUE NORTHEAST ON
 RC1560'INTERSTATE 80 N FOR 8.4 MILES TO THE MARK ON THE LEFT.  A STANDARD
 RC1560'OREGON STATE HIGHWAY DEPT BENCH MARK DISK SET IN THE NORTH CORNER OF
 RC1560'THE PARAPET OF THE 7 BY 12 FOOT CONCRETE BOX CULVERT OVER LINDSEY
 RC1560'CREEK, 48 FEET NORTHEAST OF THE CENTER OF INTERSTATE 80 N AND 1 FOOT
 RC1560'ABOVE THE HIGHWAY.
 RC1560
 RC1560                          STATION RECOVERY (1974)
 RC1560
 RC1560'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 RC1560'MARK NOT FOUND.
 RC1560
 RC1560                          STATION RECOVERY (1989)
 RC1560
 RC1560'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RC1560'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0810 ***********************************************************************
 RA0810  DESIGNATION -  B 264
 RA0810  PID         -  RA0810
 RA0810  STATE/COUNTY-  OR/BAKER
 RA0810  USGS QUAD   -  NORTH POWDER (1994)
 RA0810
 RA0810                         *CURRENT SURVEY CONTROL
 RA0810  ___________________________________________________________________
 RA0810* NAD 83(1986)-  45 01 23.     (N)    117 55 05.     (W)     SCALED    
 RA0810* NAVD 88     -       990.515  (meters)    3249.71   (feet)  ADJUSTED  
 RA0810  ___________________________________________________________________
 RA0810  GEOID HEIGHT-         -17.15  (meters)                     GEOID03
 RA0810  DYNAMIC HT  -         990.236 (meters)    3248.80  (feet)  COMP
 RA0810  MODELED GRAV-     980,302.0   (mgal)                       NAVD 88
 RA0810
 RA0810  VERT ORDER  -  FIRST     CLASS II
 RA0810
 RA0810.The horizontal coordinates were scaled from a topographic map and have
 RA0810.an estimated accuracy of +/- 6 seconds.
 RA0810
 RA0810.The orthometric height was determined by differential leveling
 RA0810.and adjusted in June 1991.
 RA0810
 RA0810.The geoid height was determined by GEOID03.
 RA0810
 RA0810.The dynamic height is computed by dividing the NAVD 88
 RA0810.geopotential number by the normal gravity value computed on the
 RA0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0810.degrees latitude (g = 980.6199 gals.).
 RA0810
 RA0810.The modeled gravity was interpolated from observed gravity values.
 RA0810
 RA0810;                    North         East    Units  Estimated Accuracy
 RA0810;SPC OR N     -   153,980.    2,703,440.      MT  (+/- 180 meters Scaled)
 RA0810
 RA0810                          SUPERSEDED SURVEY CONTROL
 RA0810
 RA0810  NGVD 29 (??/??/92)  989.412  (m)         3246.10   (f) ADJ UNCH    1 2
 RA0810
 RA0810.Superseded values are not recommended for survey control.
 RA0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0810.See file dsdata.txt to determine how the superseded data were derived.
 RA0810
 RA0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK276859(NAD 83)
 RA0810_MARKER: DD = SURVEY DISK
 RA0810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RA0810_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RA0810_STAMPING: 3246.5 B 264 1938 P.I. 421 96.7
 RA0810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0810+STABILITY: SURFACE MOTION
 RA0810
 RA0810  HISTORY     - Date     Condition        Report By
 RA0810  HISTORY     - 1938     MONUMENTED       ORDT
 RA0810  HISTORY     - 19930701 MARK NOT FOUND   USGS-R
 RA0810
 RA0810                          STATION DESCRIPTION
 RA0810
 RA0810'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1938
 RA0810'0.5 MI S FROM NORTH POWDER.
 RA0810'IN BAKER COUNTY, ABOUT 0.5 MILE SOUTH ALONG THE OREGON TRAIL (U.S. 30)
 RA0810'FROM NORTH POWDER, UNION COUNTY, NEAR MILEAGE 318.28, AT THE P.I. OF A
 RA0810'CURVE, 60 FEET EAST OF SURVEY STATION 421, 29 FEET SOUTH OF A
 RA0810'RAIL-FENCE CORNER, 27 FEET EAST OF A COUNTY ROAD, AND NEAR A WHITE
 RA0810'WOODEN WITNESS POST.  AN OREGON STATE HIGHWAY DEPARTMENT STANDARD
 RA0810'DISK, STAMPED 3246.5 B 264 1938 P.I. 421 96.7 AND SET IN THE TOP OF A
 RA0810'CONCRETE POST.
 RA0810
 RA0810                          STATION RECOVERY (1993)
 RA0810
 RA0810'RECOVERY NOTE BY USGS ROCKY MOUNTAIN MAPPING CENTER 1993 (AJ)
 RA0810'BELIEVED DESTROYED BY ROAD CONSTRUCTION, MARK NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0234 ***********************************************************************
 QE0234  DESIGNATION -  B 265
 QE0234  PID         -  QE0234
 QE0234  STATE/COUNTY-  OR/LINN
 QE0234  USGS QUAD   -  SWEET HOME (1984)
 QE0234
 QE0234                         *CURRENT SURVEY CONTROL
 QE0234  ___________________________________________________________________
 QE0234* NAD 83(1986)-  44 23 54.     (N)    122 43 17.     (W)     SCALED    
 QE0234* NAVD 88     -       167.202  (meters)     548.56   (feet)  POSTED    
 QE0234  ___________________________________________________________________
 QE0234  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 QE0234  DYNAMIC HT  -         167.180 (meters)     548.49  (feet)  COMP
 QE0234  MODELED GRAV-     980,465.0   (mgal)                       NAVD 88
 QE0234
 QE0234  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 QE0234
 QE0234.The horizontal coordinates were scaled from a topographic map and have
 QE0234.an estimated accuracy of +/- 6 seconds.
 QE0234
 QE0234.The orthometric height was determined by differential leveling
 QE0234.and adjusted by the  in 1992.
 QE0234.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 QE0234.rate of 1.1 thru 2.0 mm/km.
 QE0234
 QE0234.The geoid height was determined by GEOID03.
 QE0234
 QE0234.The dynamic height is computed by dividing the NAVD 88
 QE0234.geopotential number by the normal gravity value computed on the
 QE0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0234.degrees latitude (g = 980.6199 gals.).
 QE0234
 QE0234.The modeled gravity was interpolated from observed gravity values.
 QE0234
 QE0234;                    North         East    Units  Estimated Accuracy
 QE0234;SPC OR N     -    83,740.    2,323,050.      MT  (+/- 180 meters Scaled)
 QE0234
 QE0234                          SUPERSEDED SURVEY CONTROL
 QE0234
 QE0234  NGVD 29 (??/??/92)  166.167  (m)          545.17   (f) ADJ UNCH    1 2
 QE0234
 QE0234.Superseded values are not recommended for survey control.
 QE0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0234.See file dsdata.txt to determine how the superseded data were derived.
 QE0234
 QE0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ221161(NAD 83)
 QE0234_MARKER: DD = SURVEY DISK
 QE0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0234_STAMPING: B 265 1940
 QE0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0234+STABILITY: SURFACE MOTION
 QE0234
 QE0234  HISTORY     - Date     Condition        Report By
 QE0234  HISTORY     - 1940     MONUMENTED       USE
 QE0234  HISTORY     - 1950     MARK NOT FOUND   NGS
 QE0234  HISTORY     - 19960403 MARK NOT FOUND   ORDT
 QE0234
 QE0234                          STATION DESCRIPTION
 QE0234
 QE0234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 QE0234'IN SWEET HOME.
 QE0234'AT SWEET HOME, LINN COUNTY, AT THE CROSSING OF THE SOUTH SANTIAM
 QE0234'HIGHWAY (U.S. 20) AND THE SPOKANE, PORTLAND AND SEATTLE RAILWAY, 36
 QE0234'FEET SOUTH OF THE HIGHWAY, 15 FEET EAST OF THE TRACK, DIRECTLY UNDER A
 QE0234'UTILITY LINE, AND NEAR A WHITE WOODEN WITNESS POST.  A CORPS OF
 QE0234'ENGINEERS, U.S. ARMY, STANDARD DISK, STAMPED B 265 1940 AND SET IN THE
 QE0234'TOP OF A CONCRETE POST.
 QE0234
 QE0234                          STATION RECOVERY (1996)
 QE0234
 QE0234'RECOVERY NOTE BY OREGON DEPARTMENT OF TRANSPORTATION 1996 (RV)
 QE0234'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0134 ***********************************************************************
 PB0134  DESIGNATION -  B 272
 PB0134  PID         -  PB0134
 PB0134  STATE/COUNTY-  OR/DESCHUTES
 PB0134  USGS QUAD   -  BROTHERS SW (1967)
 PB0134
 PB0134                         *CURRENT SURVEY CONTROL
 PB0134  ___________________________________________________________________
 PB0134* NAD 83(1986)-  43 48 50.     (N)    120 43 06.     (W)     SCALED    
 PB0134* NAVD 88     -      1361.617  (meters)    4467.24   (feet)  ADJUSTED  
 PB0134  ___________________________________________________________________
 PB0134  GEOID HEIGHT-         -20.04  (meters)                     GEOID03
 PB0134  DYNAMIC HT  -        1360.969 (meters)    4465.11  (feet)  COMP
 PB0134  MODELED GRAV-     980,095.7   (mgal)                       NAVD 88
 PB0134
 PB0134  VERT ORDER  -  FIRST     CLASS II
 PB0134
 PB0134.The horizontal coordinates were scaled from a topographic map and have
 PB0134.an estimated accuracy of +/- 6 seconds.
 PB0134
 PB0134.The orthometric height was determined by differential leveling
 PB0134.and adjusted in June 1991.
 PB0134
 PB0134.The geoid height was determined by GEOID03.
 PB0134
 PB0134.The dynamic height is computed by dividing the NAVD 88
 PB0134.geopotential number by the normal gravity value computed on the
 PB0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0134.degrees latitude (g = 980.6199 gals.).
 PB0134
 PB0134.The modeled gravity was interpolated from observed gravity values.
 PB0134
 PB0134;                    North         East    Units  Estimated Accuracy
 PB0134;SPC OR S     -   238,550.    1,482,430.      MT  (+/- 180 meters Scaled)
 PB0134
 PB0134                          SUPERSEDED SURVEY CONTROL
 PB0134
 PB0134  NGVD 29 (??/??/92) 1360.400  (m)         4463.25   (f) ADJ UNCH    1 2
 PB0134
 PB0134.Superseded values are not recommended for survey control.
 PB0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0134.See file dsdata.txt to determine how the superseded data were derived.
 PB0134
 PB0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP835537(NAD 83)
 PB0134_MARKER: DB = BENCH MARK DISK
 PB0134_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 PB0134_SP_SET: UNSP. ROCK
 PB0134_STAMPING: B 272 1934
 PB0134_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PB0134
 PB0134  HISTORY     - Date     Condition        Report By
 PB0134  HISTORY     - 1934     MONUMENTED       CGS
 PB0134  HISTORY     - 1943     GOOD             NGS
 PB0134
 PB0134                          STATION DESCRIPTION
 PB0134
 PB0134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PB0134'6.0 MI W FROM BROTHERS.
 PB0134'THIS MARK IS ABOUT 5.8 MILES WEST ALONG THE OLD BEND-BURNS ROAD AND
 PB0134'THENCE 0.2 MILE SOUTH ALONG THE CHRISTMAS LAKE ROAD FROM BROTHERS,
 PB0134'ABOUT 0.2 MILE SOUTHWEST OF THE RUINS OF A ROCK BUILDING, 100.0 FEET
 PB0134'EAST OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF A ROCK NEAR A
 PB0134'ROCK CAIRN.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0900 ***********************************************************************
 QB0900  DESIGNATION -  B 273
 QB0900  PID         -  QB0900
 QB0900  STATE/COUNTY-  OR/BAKER
 QB0900  USGS QUAD   -  BAKER CITY (1994)
 QB0900
 QB0900                         *CURRENT SURVEY CONTROL
 QB0900  ___________________________________________________________________
 QB0900* NAD 83(1986)-  44 46 54.     (N)    117 49 20.     (W)     SCALED    
 QB0900* NAVD 88     -      1046.618  (meters)    3433.78   (feet)  ADJUSTED  
 QB0900  ___________________________________________________________________
 QB0900  GEOID HEIGHT-         -17.13  (meters)                     GEOID03
 QB0900  DYNAMIC HT  -        1046.270 (meters)    3432.64  (feet)  COMP
 QB0900  MODELED GRAV-     980,248.8   (mgal)                       NAVD 88
 QB0900
 QB0900  VERT ORDER  -  FIRST     CLASS II
 QB0900
 QB0900.The horizontal coordinates were scaled from a topographic map and have
 QB0900.an estimated accuracy of +/- 6 seconds.
 QB0900
 QB0900.The orthometric height was determined by differential leveling
 QB0900.and adjusted in June 1991.
 QB0900
 QB0900.The geoid height was determined by GEOID03.
 QB0900
 QB0900.The dynamic height is computed by dividing the NAVD 88
 QB0900.geopotential number by the normal gravity value computed on the
 QB0900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0900.degrees latitude (g = 980.6199 gals.).
 QB0900
 QB0900.The modeled gravity was interpolated from observed gravity values.
 QB0900
 QB0900;                    North         East    Units  Estimated Accuracy
 QB0900;SPC OR N     -   127,410.    2,711,880.      MT  (+/- 180 meters Scaled)
 QB0900
 QB0900                          SUPERSEDED SURVEY CONTROL
 QB0900
 QB0900  NGVD 29 (??/??/92) 1045.470  (m)         3430.01   (f) ADJ UNCH    1 2
 QB0900
 QB0900.Superseded values are not recommended for survey control.
 QB0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0900.See file dsdata.txt to determine how the superseded data were derived.
 QB0900
 QB0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK349590(NAD 83)
 QB0900_MARKER: DD = SURVEY DISK
 QB0900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0900_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0900_STAMPING: B 273 1941 RP PI 0+00 23.35
 QB0900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0900+STABILITY: SURFACE MOTION
 QB0900
 QB0900  HISTORY     - Date     Condition        Report By
 QB0900  HISTORY     - 1941     MONUMENTED       ORDT
 QB0900  HISTORY     - 1941     GOOD             NGS
 QB0900  HISTORY     - 1946     GOOD             NGS
 QB0900  HISTORY     - 19921101 MARK NOT FOUND   USGS-R
 QB0900
 QB0900                          STATION DESCRIPTION
 QB0900
 QB0900'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QB0900'IN BAKER.
 QB0900'AT BAKER, BAKER COUNTY, NEAR THE NORTH CITY LIMITS, AT THE SOUTHEAST
 QB0900'CORNER OF THE INTERSECTION OF CLARK STREET (OREGON 86) AND CAMPBELL
 QB0900'STREET, ABOUT 30 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, ACROSS
 QB0900'THE HIGHWAY FROM BENCH MARK A 273 (O.S.H.D.), DESCRIBED ABOVE, AND
 QB0900'NEAR A WHITE WOODEN WITNESS POST.  AN OREGON STATE HIGHWAY DEPARTMENT
 QB0900'STANDARD DISK, STAMPED B 273 1941 RP PI 0+00 23.35 AND SET IN THE TOP
 QB0900'OF A CONCRETE POST.
 QB0900
 QB0900                          STATION RECOVERY (1946)
 QB0900
 QB0900'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 QB0900'RECOVERED IN GOOD CONDITION.
 QB0900
 QB0900                          STATION RECOVERY (1992)
 QB0900
 QB0900'RECOVERY NOTE BY USGS ROCKY MOUNTAIN MAPPING CENTER 1992 (AJ)
 QB0900'BUILDING CONSTRUCTUION IN THE AREA
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0958 ***********************************************************************
 QB0958  DESIGNATION -  B 275
 QB0958  PID         -  QB0958
 QB0958  STATE/COUNTY-  OR/BAKER
 QB0958  USGS QUAD   -  VIRTUE FLAT (1994)
 QB0958
 QB0958                         *CURRENT SURVEY CONTROL
 QB0958  ___________________________________________________________________
 QB0958* NAD 83(1986)-  44 48 43.     (N)    117 44 52.     (W)     SCALED    
 QB0958* NAVD 88     -      1110.766  (meters)    3644.24   (feet)  ADJUSTED  
 QB0958  ___________________________________________________________________
 QB0958  GEOID HEIGHT-         -17.04  (meters)                     GEOID03
 QB0958  DYNAMIC HT  -        1110.421 (meters)    3643.11  (feet)  COMP
 QB0958  MODELED GRAV-     980,268.5   (mgal)                       NAVD 88
 QB0958
 QB0958  VERT ORDER  -  SECOND    CLASS 0
 QB0958
 QB0958.The horizontal coordinates were scaled from a topographic map and have
 QB0958.an estimated accuracy of +/- 6 seconds.
 QB0958
 QB0958.The orthometric height was determined by differential leveling
 QB0958.and adjusted in June 1991.
 QB0958
 QB0958.The geoid height was determined by GEOID03.
 QB0958
 QB0958.The dynamic height is computed by dividing the NAVD 88
 QB0958.geopotential number by the normal gravity value computed on the
 QB0958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0958.degrees latitude (g = 980.6199 gals.).
 QB0958
 QB0958.The modeled gravity was interpolated from observed gravity values.
 QB0958
 QB0958;                    North         East    Units  Estimated Accuracy
 QB0958;SPC OR N     -   130,970.    2,717,650.      MT  (+/- 180 meters Scaled)
 QB0958
 QB0958                          SUPERSEDED SURVEY CONTROL
 QB0958
 QB0958  NGVD 29 (??/??/92) 1109.650  (m)         3640.58   (f) ADJ UNCH    2 0
 QB0958
 QB0958.Superseded values are not recommended for survey control.
 QB0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0958.See file dsdata.txt to determine how the superseded data were derived.
 QB0958
 QB0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK408623(NAD 83)
 QB0958_MARKER: DD = SURVEY DISK
 QB0958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0958_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0958_STAMPING: B 275 RP PI 279+46.6 29.96
 QB0958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0958+STABILITY: SURFACE MOTION
 QB0958
 QB0958  HISTORY     - Date     Condition        Report By
 QB0958  HISTORY     - UNK      MONUMENTED       ORDT
 QB0958  HISTORY     - 1945     GOOD             NGS
 QB0958  HISTORY     - 1967     MARK NOT FOUND   NGS
 QB0958
 QB0958                          STATION DESCRIPTION
 QB0958
 QB0958'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 QB0958'6.2 MI E FROM BAKER.
 QB0958'6.2 MILES EAST ALONG STATE HIGHWAY NO. 86 FROM THE POST OFFICE AT
 QB0958'BAKER, SET IN TOP OF CONCRETE POST FLUSH WITH GROUND, 28 FEET NORTH OF
 QB0958'CENTER-LINE OF HIGHWAY, 6 FEET WEST OF 18-INCH CULVERT, AT THE TOE OF
 QB0958'A FILL, 1.5 SOUTH OF REFERENCE POST.
 QB0958
 QB0958                          STATION RECOVERY (1967)
 QB0958
 QB0958'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 QB0958'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0737 ***********************************************************************
 RD0737  DESIGNATION -  B 283
 RD0737  PID         -  RD0737
 RD0737  STATE/COUNTY-  OR/TILLAMOOK
 RD0737  USGS QUAD   -  JORDAN CREEK (1984)
 RD0737
 RD0737                         *CURRENT SURVEY CONTROL
 RD0737  ___________________________________________________________________
 RD0737* NAD 83(1986)-  45 34 33.     (N)    123 33 36.     (W)     SCALED    
 RD0737* NAVD 88     -       158.528  (meters)     520.10   (feet)  ADJUSTED  
 RD0737  ___________________________________________________________________
 RD0737  GEOID HEIGHT-         -20.70  (meters)                     GEOID03
 RD0737  DYNAMIC HT  -         158.541 (meters)     520.15  (feet)  COMP
 RD0737  MODELED GRAV-     980,693.7   (mgal)                       NAVD 88
 RD0737
 RD0737  VERT ORDER  -  SECOND    CLASS 0
 RD0737
 RD0737.The horizontal coordinates were scaled from a topographic map and have
 RD0737.an estimated accuracy of +/- 6 seconds.
 RD0737
 RD0737.The orthometric height was determined by differential leveling
 RD0737.and adjusted in June 1991.
 RD0737
 RD0737.The geoid height was determined by GEOID03.
 RD0737
 RD0737.The dynamic height is computed by dividing the NAVD 88
 RD0737.geopotential number by the normal gravity value computed on the
 RD0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0737.degrees latitude (g = 980.6199 gals.).
 RD0737
 RD0737.The modeled gravity was interpolated from observed gravity values.
 RD0737
 RD0737;                    North         East    Units  Estimated Accuracy
 RD0737;SPC OR N     -   216,670.    2,261,230.      MT  (+/- 180 meters Scaled)
 RD0737
 RD0737                          SUPERSEDED SURVEY CONTROL
 RD0737
 RD0737  NGVD 29 (??/??/92)  157.472  (m)          516.64   (f) ADJ UNCH    2 0
 RD0737
 RD0737.Superseded values are not recommended for survey control.
 RD0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0737.See file dsdata.txt to determine how the superseded data were derived.
 RD0737
 RD0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR563470(NAD 83)
 RD0737_MARKER: DD = SURVEY DISK
 RD0737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0737_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0737_STAMPING: B 283 1939
 RD0737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0737+STABILITY: SURFACE MOTION
 RD0737
 RD0737  HISTORY     - Date     Condition        Report By
 RD0737  HISTORY     - 1939     MONUMENTED       ORDT
 RD0737  HISTORY     - 1962     MARK NOT FOUND   NGS
 RD0737  HISTORY     - 1983     MARK NOT FOUND   USGS
 RD0737
 RD0737                          STATION DESCRIPTION
 RD0737
 RD0737'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RD0737'17.0 MI SW FROM GLENWOOD.
 RD0737'17.0 MILES SOUTHWEST ALONG STATE HIGHWAY 6 FROM THE GLENWOOD POST
 RD0737'OFFICE, 50 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND 20 FEET
 RD0737'ABOVE ROADWAY.  WITNESS POST SET.  THIS MARK WAS NOT FOUND.
 RD0737
 RD0737                          STATION RECOVERY (1983)
 RD0737
 RD0737'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 RD0737'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0106 ***********************************************************************
 PB0106  DESIGNATION -  B 284
 PB0106  PID         -  PB0106
 PB0106  STATE/COUNTY-  OR/DESCHUTES
 PB0106  USGS QUAD   -  BROTHERS (1967)
 PB0106
 PB0106                         *CURRENT SURVEY CONTROL
 PB0106  ___________________________________________________________________
 PB0106* NAD 83(1986)-  43 47 31.     (N)    120 31 34.     (W)     SCALED    
 PB0106* NAVD 88     -      1443.001  (meters)    4734.25   (feet)  ADJUSTED  
 PB0106  ___________________________________________________________________
 PB0106  GEOID HEIGHT-         -19.82  (meters)                     GEOID03
 PB0106  DYNAMIC HT  -        1442.313 (meters)    4731.99  (feet)  COMP
 PB0106  MODELED GRAV-     980,091.2   (mgal)                       NAVD 88
 PB0106
 PB0106  VERT ORDER  -  FIRST     CLASS II
 PB0106
 PB0106.The horizontal coordinates were scaled from a topographic map and have
 PB0106.an estimated accuracy of +/- 6 seconds.
 PB0106
 PB0106.The orthometric height was determined by differential leveling
 PB0106.and adjusted in June 1991.
 PB0106
 PB0106.The geoid height was determined by GEOID03.
 PB0106
 PB0106.The dynamic height is computed by dividing the NAVD 88
 PB0106.geopotential number by the normal gravity value computed on the
 PB0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0106.degrees latitude (g = 980.6199 gals.).
 PB0106
 PB0106.The modeled gravity was interpolated from observed gravity values.
 PB0106
 PB0106;                    North         East    Units  Estimated Accuracy
 PB0106;SPC OR S     -   236,090.    1,497,900.      MT  (+/- 180 meters Scaled)
 PB0106
 PB0106                          SUPERSEDED SURVEY CONTROL
 PB0106
 PB0106  NGVD 29 (??/??/92) 1441.791  (m)         4730.28   (f) ADJ UNCH    1 2
 PB0106
 PB0106.Superseded values are not recommended for survey control.
 PB0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0106.See file dsdata.txt to determine how the superseded data were derived.
 PB0106
 PB0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP990517(NAD 83)
 PB0106_MARKER: DD = SURVEY DISK
 PB0106_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 PB0106_SP_SET: UNSP. ROCK
 PB0106_STAMPING: 4731 B 284 1934
 PB0106_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PB0106
 PB0106  HISTORY     - Date     Condition        Report By
 PB0106  HISTORY     - 1934     MONUMENTED       ORGS
 PB0106  HISTORY     - 1943     GOOD             NGS
 PB0106
 PB0106                          STATION DESCRIPTION
 PB0106
 PB0106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PB0106'4.2 MI SE FROM BROTHERS.
 PB0106'ABOUT 4.2 MILES SOUTHEAST ALONG THE CENTRAL OREGON HIGHWAY (U.S. 20)
 PB0106'FROM THE STORE AND SERVICE STATION AT BROTHERS, DESCHUTES COUNTY, NEAR
 PB0106'THE SUMMIT OF A RISE, NEAR A TURN TO THE NORTHEAST IN THE NORTH
 PB0106'RIGHT-OF-WAY FENCE, 50 FEET SOUTH OF THE EAST-AND-WEST FENCE, 49 FEET
 PB0106'NORTH OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF A ROCK, AND 2
 PB0106'FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST.  A STATE SURVEY
 PB0106'STANDARD DISK, STAMPED 4731 B 284 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0253 ***********************************************************************
 OA0253  DESIGNATION -  B 286
 OA0253  PID         -  OA0253
 OA0253  STATE/COUNTY-  OR/CURRY
 OA0253  USGS QUAD   -  GOLD BEACH (1986)
 OA0253
 OA0253                         *CURRENT SURVEY CONTROL
 OA0253  ___________________________________________________________________
 OA0253* NAD 83(1986)-  42 25 25.     (N)    124 24 45.     (W)     SCALED    
 OA0253* NAVD 88     -        20.180  (meters)      66.21   (feet)  ADJUSTED  
 OA0253  ___________________________________________________________________
 OA0253  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 OA0253  DYNAMIC HT  -          20.174 (meters)      66.19  (feet)  COMP
 OA0253  MODELED GRAV-     980,346.1   (mgal)                       NAVD 88
 OA0253
 OA0253  VERT ORDER  -  FIRST     CLASS II
 OA0253
 OA0253.The horizontal coordinates were scaled from a topographic map and have
 OA0253.an estimated accuracy of +/- 6 seconds.
 OA0253
 OA0253.The orthometric height was determined by differential leveling
 OA0253.and adjusted in June 1991.
 OA0253.WARNING-Repeat measurements at this control monument indicate possible
 OA0253.vertical movement.
 OA0253
 OA0253.The geoid height was determined by GEOID03.
 OA0253
 OA0253.The dynamic height is computed by dividing the NAVD 88
 OA0253.geopotential number by the normal gravity value computed on the
 OA0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0253.degrees latitude (g = 980.6199 gals.).
 OA0253
 OA0253.The modeled gravity was interpolated from observed gravity values.
 OA0253
 OA0253;                    North         East    Units  Estimated Accuracy
 OA0253;SPC OR S     -    91,610.    1,178,130.      MT  (+/- 180 meters Scaled)
 OA0253
 OA0253                          SUPERSEDED SURVEY CONTROL
 OA0253
 OA0253  NGVD 29 (12/02/92)   19.089  (m)           62.63   (f) ADJUSTED    1 2
 OA0253
 OA0253.Superseded values are not recommended for survey control.
 OA0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0253.See file dsdata.txt to determine how the superseded data were derived.
 OA0253
 OA0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCM837977(NAD 83)
 OA0253_MARKER: DD = SURVEY DISK
 OA0253_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 OA0253_SP_SET: BRIDGE WALKWAY
 OA0253_STAMPING: B 286 1941
 OA0253_MARK LOGO: ORHD  
 OA0253_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OA0253
 OA0253  HISTORY     - Date     Condition        Report By
 OA0253  HISTORY     - 1941     MONUMENTED       ORHD
 OA0253  HISTORY     - 1984     GOOD             USPSQD
 OA0253  HISTORY     - 1988     GOOD             NGS
 OA0253  HISTORY     - 20021009 MARK NOT FOUND   USPSQD
 OA0253
 OA0253                          STATION DESCRIPTION
 OA0253
 OA0253'DESCRIBED BY OREGON HIGHWAY DEPARTMENT 1941
 OA0253'0.5 MI N FROM GOLD BEACH.
 OA0253'0.5 MILE NORTH ALONG THE OREGON COAST HIGHWAY (U.S. 101) FROM GOLD
 OA0253'BEACH, CURRY COUNTY, AT THE SOUTHEAST CORNER OF A BRIDGE OVER ROGUE
 OA0253'RIVER, IN THE TOP OF THE WALK, AND AT A 4- BY 4-INCH WHITE WOODEN POST
 OA0253'STENCILED U.S.B.M.  AN OREGON STATE HIGHWAY DEPARTMENT STANDARD DISK,
 OA0253'STAMPED B 286 1941.
 OA0253
 OA0253                          STATION RECOVERY (1984)
 OA0253
 OA0253'RECOVERY NOTE BY US POWER SQUADRON 1984
 OA0253'RECOVERED IN GOOD CONDITION.
 OA0253
 OA0253                          STATION RECOVERY (1988)
 OA0253
 OA0253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 OA0253'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  1.1 KM
 OA0253'(0.70 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE COURTHOUSE IN GOLD
 OA0253'BEACH.
 OA0253
 OA0253                          STATION RECOVERY (2002)
 OA0253
 OA0253'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 OA0253'BRIDGE RENOVATION GOING ON AT THIS TIME. CONSTRUCTION EQUIPMENT ON
 OA0253'WALK AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0254 ***********************************************************************
 OA0254  DESIGNATION -  B 286 RM
 OA0254  PID         -  OA0254
 OA0254  STATE/COUNTY-  OR/CURRY
 OA0254  USGS QUAD   -  GOLD BEACH (1986)
 OA0254
 OA0254                         *CURRENT SURVEY CONTROL
 OA0254  ___________________________________________________________________
 OA0254* NAD 83(1986)-  42 25 26.     (N)    124 24 47.     (W)     SCALED    
 OA0254* NAVD 88     -        19.802  (meters)      64.97   (feet)  ADJUSTED  
 OA0254  ___________________________________________________________________
 OA0254  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 OA0254  DYNAMIC HT  -          19.797 (meters)      64.95  (feet)  COMP
 OA0254  MODELED GRAV-     980,346.5   (mgal)                       NAVD 88
 OA0254
 OA0254  VERT ORDER  -  FIRST     CLASS II
 OA0254
 OA0254.The horizontal coordinates were scaled from a topographic map and have
 OA0254.an estimated accuracy of +/- 6 seconds.
 OA0254
 OA0254.The orthometric height was determined by differential leveling
 OA0254.and adjusted in June 1991.
 OA0254
 OA0254.The geoid height was determined by GEOID03.
 OA0254
 OA0254.The dynamic height is computed by dividing the NAVD 88
 OA0254.geopotential number by the normal gravity value computed on the
 OA0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0254.degrees latitude (g = 980.6199 gals.).
 OA0254
 OA0254.The modeled gravity was interpolated from observed gravity values.
 OA0254
 OA0254;                    North         East    Units  Estimated Accuracy
 OA0254;SPC OR S     -    91,640.    1,178,090.      MT  (+/- 180 meters Scaled)
 OA0254
 OA0254                          SUPERSEDED SURVEY CONTROL
 OA0254
 OA0254  NGVD 29 (??/??/92)   18.718  (m)           61.41   (f) ADJ UNCH    1 2
 OA0254
 OA0254.Superseded values are not recommended for survey control.
 OA0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0254.See file dsdata.txt to determine how the superseded data were derived.
 OA0254
 OA0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCM837978(NAD 83)
 OA0254_MARKER: Z = SEE DESCRIPTION
 OA0254_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OA0254_SP_SET: SIDEWALK
 OA0254_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OA0254
 OA0254  HISTORY     - Date     Condition        Report By
 OA0254  HISTORY     - UNK      MONUMENTED       ORHD
 OA0254  HISTORY     - 1941     GOOD             NGS
 OA0254  HISTORY     - 1984     GOOD             USPSQD
 OA0254  HISTORY     - 20021009 MARK NOT FOUND   USPSQD
 OA0254
 OA0254                          STATION DESCRIPTION
 OA0254
 OA0254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 OA0254'0.5 MI N FROM GOLD BEACH.
 OA0254'0.5 MILE NORTH ALONG THE OREGON COAST HIGHWAY (U.S. 101) FROM GOLD
 OA0254'BEACH, CURRY COUNTY, AT THE SOUTHWEST CORNER OF A BRIDGE OVER ROGUE
 OA0254'RIVER, AND IN THE TOP OF THE SOUTHEAST CORNER OF THE WALK.  AN OREGON
 OA0254'STATE HIGHWAY DEPARTMENT BRASS PLUG.
 OA0254
 OA0254                          STATION RECOVERY (1984)
 OA0254
 OA0254'RECOVERY NOTE BY US POWER SQUADRON 1984
 OA0254'RECOVERED IN GOOD CONDITION.
 OA0254
 OA0254                          STATION RECOVERY (2002)
 OA0254
 OA0254'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 OA0254'BRIDGE RENOVATION GOING ON AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0087 ***********************************************************************
 RC0087  DESIGNATION -  B 287
 RC0087  PID         -  RC0087
 RC0087  STATE/COUNTY-  OR/GILLIAM
 RC0087  USGS QUAD   -  ARLINGTON (1971)
 RC0087
 RC0087                         *CURRENT SURVEY CONTROL
 RC0087  ___________________________________________________________________
 RC0087* NAD 83(1986)-  45 42 58.     (N)    120 14 42.     (W)     SCALED    
 RC0087* NAVD 88     -        70.506  (meters)     231.32   (feet)  ADJUSTED  
 RC0087  ___________________________________________________________________
 RC0087  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 RC0087  DYNAMIC HT  -          70.505 (meters)     231.32  (feet)  COMP
 RC0087  MODELED GRAV-     980,602.1   (mgal)                       NAVD 88
 RC0087
 RC0087  VERT ORDER  -  FIRST     CLASS II
 RC0087
 RC0087.The horizontal coordinates were scaled from a topographic map and have
 RC0087.an estimated accuracy of +/- 6 seconds.
 RC0087
 RC0087.The orthometric height was determined by differential leveling
 RC0087.and adjusted in June 1991.
 RC0087
 RC0087.The geoid height was determined by GEOID03.
 RC0087
 RC0087.The dynamic height is computed by dividing the NAVD 88
 RC0087.geopotential number by the normal gravity value computed on the
 RC0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0087.degrees latitude (g = 980.6199 gals.).
 RC0087
 RC0087.The modeled gravity was interpolated from observed gravity values.
 RC0087
 RC0087;                    North         East    Units  Estimated Accuracy
 RC0087;SPC OR N     -   227,770.    2,519,850.      MT  (+/- 180 meters Scaled)
 RC0087
 RC0087                          SUPERSEDED SURVEY CONTROL
 RC0087
 RC0087  NGVD 29 (??/??/92)   69.514  (m)          228.06   (f) ADJ UNCH    1 2
 RC0087
 RC0087.Superseded values are not recommended for survey control.
 RC0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0087.See file dsdata.txt to determine how the superseded data were derived.
 RC0087
 RC0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGR144661(NAD 83)
 RC0087_MARKER: DD = SURVEY DISK
 RC0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC0087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC0087_STAMPING: B 287 1940
 RC0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0087+STABILITY: SURFACE MOTION
 RC0087
 RC0087  HISTORY     - Date     Condition        Report By
 RC0087  HISTORY     - 1940     MONUMENTED       ORDT
 RC0087  HISTORY     - 1962     GOOD             NGS
 RC0087  HISTORY     - 1971     MARK NOT FOUND   ORDT
 RC0087
 RC0087                          STATION DESCRIPTION
 RC0087
 RC0087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RC0087'1.9 MI W FROM ARLINGTON.
 RC0087'FROM THE JUNCTION OF U.S. HIGHWAY 30 AND STATE HIGHWAY 19 AT ARLINGTON
 RC0087'GO WEST ON U.S. HIGHWAY 30 FOR ABOUT 1.9 MILES THIS IS ABOUT 0.1 MILE
 RC0087'EAST OF A HIGHWAY STOCK-PILE ON THE LEFT OF THE HIGHWAY AND A TRACK
 RC0087'ROAD ON THE RIGHT THAT IS LEADING TO THE COLUMBIA RIVER, ABOUT 50-FEET
 RC0087'NORTH OF THE CENTER LINE OF THE HIGHWAY, 1-FOOT SOUTH OF AN EAST-WEST
 RC0087'FENCE, 0.5 FOOT SOUTH OF A WITNESS POST, PROJECTING ABOUT 0.3 FOOT
 RC0087'ABOVE SURFACE, AND ABOUT 1-FOOT HIGHER THAN THE HIGHWAY.
 RC0087
 RC0087                          STATION RECOVERY (1971)
 RC0087
 RC0087'RECOVERY NOTE BY OREGON DEPARTMENT OF TRANSPORTATION 1971
 RC0087'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0267 ***********************************************************************
 NY0267  DESIGNATION -  B 288
 NY0267  PID         -  NY0267
 NY0267  STATE/COUNTY-  OR/KLAMATH
 NY0267  USGS QUAD   -  YONNA (1988)
 NY0267
 NY0267                         *CURRENT SURVEY CONTROL
 NY0267  ___________________________________________________________________
 NY0267* NAD 83(1986)-  42 18 09.     (N)    121 26 16.     (W)     SCALED    
 NY0267* NAVD 88     -      1288.299  (meters)    4226.69   (feet)  ADJUSTED  
 NY0267  ___________________________________________________________________
 NY0267  GEOID HEIGHT-         -22.09  (meters)                     GEOID03
 NY0267  DYNAMIC HT  -        1287.529 (meters)    4224.17  (feet)  COMP
 NY0267  MODELED GRAV-     979,979.3   (mgal)                       NAVD 88
 NY0267
 NY0267  VERT ORDER  -  FIRST     CLASS II
 NY0267
 NY0267.The horizontal coordinates were scaled from a topographic map and have
 NY0267.an estimated accuracy of +/- 6 seconds.
 NY0267
 NY0267.The orthometric height was determined by differential leveling
 NY0267.and adjusted in June 1991.
 NY0267
 NY0267.The geoid height was determined by GEOID03.
 NY0267
 NY0267.The dynamic height is computed by dividing the NAVD 88
 NY0267.geopotential number by the normal gravity value computed on the
 NY0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0267.degrees latitude (g = 980.6199 gals.).
 NY0267
 NY0267.The modeled gravity was interpolated from observed gravity values.
 NY0267
 NY0267;                    North         East    Units  Estimated Accuracy
 NY0267;SPC OR S     -    71,070.    1,422,670.      MT  (+/- 180 meters Scaled)
 NY0267
 NY0267                          SUPERSEDED SURVEY CONTROL
 NY0267
 NY0267  NGVD 29 (??/??/92) 1287.198  (m)         4223.08   (f) ADJ UNCH    1 2
 NY0267
 NY0267.Superseded values are not recommended for survey control.
 NY0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0267.See file dsdata.txt to determine how the superseded data were derived.
 NY0267
 NY0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM287845(NAD 83)
 NY0267_MARKER: DB = BENCH MARK DISK
 NY0267_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NY0267_SP_SET: ABUTMENT
 NY0267_STAMPING: B 288 4223 1934
 NY0267_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NY0267
 NY0267  HISTORY     - Date     Condition        Report By
 NY0267  HISTORY     - 1934     MONUMENTED       CGS
 NY0267  HISTORY     - 1942     GOOD             NGS
 NY0267  HISTORY     - 1957     MARK NOT FOUND   NGS
 NY0267  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 NY0267
 NY0267                          STATION DESCRIPTION
 NY0267
 NY0267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NY0267'6.5 MI NE FROM KLAMATH FALLS.
 NY0267'ALONG STATE HIGHWAY NO. 66, IN THE SOUTHEAST CORNER OF A HIGHWAY
 NY0267'BRIDGE ABUTMENT, 18 FEET SOUTHEAST OF THE CENTER OF THE HIGHWAY, AND 2
 NY0267'FEET BELOW ROAD LEVEL.  WITNESS POST SET.
 NY0267
 NY0267                          STATION RECOVERY (1957)
 NY0267
 NY0267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 NY0267'MARK NOT FOUND.
 NY0267
 NY0267                          STATION RECOVERY (1984)
 NY0267
 NY0267'RECOVERY NOTE BY US POWER SQUADRON 1984 (JTF)
 NY0267'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0476 ***********************************************************************
 RC0476  DESIGNATION -  B 290
 RC0476  PID         -  RC0476
 RC0476  STATE/COUNTY-  OR/WASCO
 RC0476  USGS QUAD   -  SHANIKO (1971)
 RC0476
 RC0476                         *CURRENT SURVEY CONTROL
 RC0476  ___________________________________________________________________
 RC0476* NAD 83(1986)-  45 01 07.     (N)    120 48 31.     (W)     SCALED    
 RC0476* NAVD 88     -      1073.173  (meters)    3520.90   (feet)  POSTED    
 RC0476  ___________________________________________________________________
 RC0476  GEOID HEIGHT-         -20.72  (meters)                     GEOID03
 RC0476  DYNAMIC HT  -        1072.890 (meters)    3519.97  (feet)  COMP
 RC0476  MODELED GRAV-     980,320.2   (mgal)                       NAVD 88
 RC0476
 RC0476  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 RC0476
 RC0476.The horizontal coordinates were scaled from a topographic map and have
 RC0476.an estimated accuracy of +/- 6 seconds.
 RC0476
 RC0476.The orthometric height was determined by differential leveling
 RC0476.and adjusted by the  in 1992.
 RC0476.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 RC0476.rate of 2.1 thru 3.0 mm/km.
 RC0476
 RC0476.The geoid height was determined by GEOID03.
 RC0476
 RC0476.The dynamic height is computed by dividing the NAVD 88
 RC0476.geopotential number by the normal gravity value computed on the
 RC0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0476.degrees latitude (g = 980.6199 gals.).
 RC0476
 RC0476.The modeled gravity was interpolated from observed gravity values.
 RC0476
 RC0476;                    North         East    Units  Estimated Accuracy
 RC0476;SPC OR N     -   150,280.    2,475,680.      MT  (+/- 180 meters Scaled)
 RC0476
 RC0476                          SUPERSEDED SURVEY CONTROL
 RC0476
 RC0476  NGVD 29 (??/??/92) 1072.024  (m)         3517.13   (f) ADJ UNCH    2 0
 RC0476
 RC0476.Superseded values are not recommended for survey control.
 RC0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0476.See file dsdata.txt to determine how the superseded data were derived.
 RC0476
 RC0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ726873(NAD 83)
 RC0476_MARKER: DD = SURVEY DISK
 RC0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC0476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC0476_STAMPING: B 290 1934
 RC0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0476+STABILITY: SURFACE MOTION
 RC0476
 RC0476  HISTORY     - Date     Condition        Report By
 RC0476  HISTORY     - 1934     MONUMENTED       ORGS
 RC0476  HISTORY     - 1961     MARK NOT FOUND   NGS
 RC0476
 RC0476                          STATION DESCRIPTION
 RC0476
 RC0476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RC0476'2.8 MI NW FROM SHANIKO.
 RC0476'ABOUT 1.5 MILES WEST ALONG U.S. HIGHWAY 97 FROM THE POST OFFICE AT
 RC0476'SHANIKO, THENCE 1.3 MILES NORTHWEST ALONG THE BAKEOVEN ROAD, AT THE
 RC0476'JUNCTION OF HOECH ROAD LEADING WEST, AND 1 FOOT WEST OF THE EAST ROAD
 RC0476'FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0285 ***********************************************************************
 QD0285  DESIGNATION -  B 294
 QD0285  PID         -  QD0285
 QD0285  STATE/COUNTY-  OR/CROOK
 QD0285  USGS QUAD   -  PRINEVILLE (1992)
 QD0285
 QD0285                         *CURRENT SURVEY CONTROL
 QD0285  ___________________________________________________________________
 QD0285* NAD 83(1986)-  44 15 32.     (N)    120 51 15.     (W)     SCALED    
 QD0285* NAVD 88     -       883.005  (meters)    2896.99   (feet)  ADJUSTED  
 QD0285  ___________________________________________________________________
 QD0285  GEOID HEIGHT-         -20.52  (meters)                     GEOID03
 QD0285  DYNAMIC HT  -         882.714 (meters)    2896.04  (feet)  COMP
 QD0285  MODELED GRAV-     980,260.0   (mgal)                       NAVD 88
 QD0285
 QD0285  VERT ORDER  -  SECOND    CLASS 0
 QD0285
 QD0285.The horizontal coordinates were scaled from a topographic map and have
 QD0285.an estimated accuracy of +/- 6 seconds.
 QD0285
 QD0285.The orthometric height was determined by differential leveling
 QD0285.and adjusted in June 1991.
 QD0285
 QD0285.The geoid height was determined by GEOID03.
 QD0285
 QD0285.The dynamic height is computed by dividing the NAVD 88
 QD0285.geopotential number by the normal gravity value computed on the
 QD0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0285.degrees latitude (g = 980.6199 gals.).
 QD0285
 QD0285.The modeled gravity was interpolated from observed gravity values.
 QD0285
 QD0285;                    North         East    Units  Estimated Accuracy
 QD0285;SPC OR S     -   288,030.    1,471,720.      MT  (+/- 180 meters Scaled)
 QD0285
 QD0285                          SUPERSEDED SURVEY CONTROL
 QD0285
 QD0285  NGVD 29 (??/??/92)  881.888  (m)         2893.33   (f) ADJ UNCH    2 0
 QD0285
 QD0285.Superseded values are not recommended for survey control.
 QD0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0285.See file dsdata.txt to determine how the superseded data were derived.
 QD0285
 QD0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ712028(NAD 83)
 QD0285_MARKER: DB = BENCH MARK DISK
 QD0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD0285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QD0285_STAMPING: 2893 B 294 1934
 QD0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0285+STABILITY: SURFACE MOTION
 QD0285
 QD0285  HISTORY     - Date     Condition        Report By
 QD0285  HISTORY     - 1934     MONUMENTED       CGS
 QD0285  HISTORY     - 1962     MARK NOT FOUND   NGS
 QD0285
 QD0285                          STATION DESCRIPTION
 QD0285
 QD0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QD0285'3.3 MI S FROM PRINEVILLE.
 QD0285'ABOUT 3.3 MILES SOUTH ALONG THE CROOKED RIVER HIGHWAY FROM PRINEVILLE,
 QD0285'CROOK COUNTY, 150 FEET NORTH OF INTERSECTION OF ROAD TO FISHER BROS.
 QD0285'RANCH, 32 FEET EAST OF CENTER LINE OF ROAD, 10.7 FEET NORTH 47 DEGREES
 QD0285'EAST OF ROCK REFERENCE POINT.  A STANDARD DISK, STAMPED 2893 B 294
 QD0285'1934 AND SET IN A CONCRETE POST.
 QD0285
 QD0285                          STATION RECOVERY (1962)
 QD0285
 QD0285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 QD0285'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1022 ***********************************************************************
 QD1022  DESIGNATION -  B 298
 QD1022  PID         -  QD1022
 QD1022  STATE/COUNTY-  OR/DESCHUTES
 QD1022  USGS QUAD   -  SISTERS (1988)
 QD1022
 QD1022                         *CURRENT SURVEY CONTROL
 QD1022  ___________________________________________________________________
 QD1022* NAD 83(1986)-  44 17 54.     (N)    121 35 38.     (W)     SCALED    
 QD1022* NAVD 88     -       995.86   (+/-2cm)    3267.3    (feet)  VERTCON   
 QD1022  ___________________________________________________________________
 QD1022  GEOID HEIGHT-         -21.28  (meters)                     GEOID03
 QD1022  VERT ORDER  -  THIRD (See Below)
 QD1022
 QD1022.The horizontal coordinates were scaled from a topographic map and have
 QD1022.an estimated accuracy of +/- 6 seconds.
 QD1022
 QD1022.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1022.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1022.The vertical order pertains to the NGVD 29 superseded value.
 QD1022
 QD1022.The geoid height was determined by GEOID03.
 QD1022
 QD1022;                    North         East    Units  Estimated Accuracy
 QD1022;SPC OR S     -   292,930.    1,412,700.      MT  (+/- 180 meters Scaled)
 QD1022
 QD1022                          SUPERSEDED SURVEY CONTROL
 QD1022
 QD1022  NGVD 29 (??/??/??)  994.71   (m)         3263.5    (f) RESET       3  
 QD1022
 QD1022.Superseded values are not recommended for survey control.
 QD1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1022.See file dsdata.txt to determine how the superseded data were derived.
 QD1022
 QD1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ121059(NAD 83)
 QD1022_MARKER: DD = SURVEY DISK
 QD1022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD1022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QD1022_STAMPING: B 298 1945
 QD1022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD1022+STABILITY: SURFACE MOTION
 QD1022
 QD1022  HISTORY     - Date     Condition        Report By
 QD1022  HISTORY     - 1945     MONUMENTED       ORDT
 QD1022  HISTORY     - 1987     MARK NOT FOUND   NGS
 QD1022
 QD1022                          STATION DESCRIPTION
 QD1022
 QD1022'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1945
 QD1022'2.3 MI W FROM SISTERS.
 QD1022'ABOUT 2.3 MILES WEST ALONG THE MCKENZIE HIGHWAY FROM SISTERS,
 QD1022'DESCHUTES COUNTY, AT EAST BOUNDARY OF THE DESCHUTES NATIONAL FOREST
 QD1022'BOUNDARY, AND 50 FEET NORTH OF THE HIGHWAY CENTERLINE OPPOSITE MP 89.
 QD1022'A STANDARD OREGON STATE HIGHWAY BRONZE DISK SET IN A CONCRETE POST.
 QD1022'AND STAMPED B 298 1945.
 QD1022
 QD1022                          STATION RECOVERY (1987)
 QD1022
 QD1022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QD1022'AFTER A THOROUGH SEARCH NO EVIDENCE OF THE MARK WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0547 ***********************************************************************
 RD0547  TIDAL BM    -  This is a Tidal Bench Mark.
 RD0547  DESIGNATION -  B 30
 RD0547  PID         -  RD0547
 RD0547  STATE/COUNTY-  OR/MULTNOMAH
 RD0547  USGS QUAD   -  SAUVIE ISLAND (1990)
 RD0547
 RD0547                         *CURRENT SURVEY CONTROL
 RD0547  ___________________________________________________________________
 RD0547* NAD 83(1986)-  45 41 51.     (N)    122 52 14.     (W)     SCALED    
 RD0547* NAVD 88     -        11.618  (meters)      38.12   (feet)  POSTED    
 RD0547  ___________________________________________________________________
 RD0547  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 RD0547  DYNAMIC HT  -          11.620 (meters)      38.12  (feet)  COMP
 RD0547  MODELED GRAV-     980,637.1   (mgal)                       NAVD 88
 RD0547
 RD0547  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 RD0547
 RD0547.The horizontal coordinates were scaled from a topographic map and have
 RD0547.an estimated accuracy of +/- 6 seconds.
 RD0547
 RD0547.The orthometric height was determined by differential leveling
 RD0547.and adjusted by the  in 1992.
 RD0547.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 RD0547.rate of 0.0 thru 1.0 mm/km.
 RD0547
 RD0547.This Tidal Bench Mark is designated as VM 17463
 RD0547.by the Center for Operational Oceanographic Products and Services.
 RD0547
 RD0547.The geoid height was determined by GEOID03.
 RD0547
 RD0547.The dynamic height is computed by dividing the NAVD 88
 RD0547.geopotential number by the normal gravity value computed on the
 RD0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0547.degrees latitude (g = 980.6199 gals.).
 RD0547
 RD0547.The modeled gravity was interpolated from observed gravity values.
 RD0547
 RD0547;                    North         East    Units  Estimated Accuracy
 RD0547;SPC OR N     -   228,380.    2,315,410.      MT  (+/- 180 meters Scaled)
 RD0547
 RD0547                          SUPERSEDED SURVEY CONTROL
 RD0547
 RD0547  NGVD 29 (??/??/92)   10.596  (m)           34.76   (f) ADJ UNCH    1 2
 RD0547
 RD0547.Superseded values are not recommended for survey control.
 RD0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0547.See file dsdata.txt to determine how the superseded data were derived.
 RD0547
 RD0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER100604(NAD 83)
 RD0547_MARKER: S = SPIKE
 RD0547_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD0547_SP_SET: WALL
 RD0547_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0547_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RD0547+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2006
 RD0547
 RD0547  HISTORY     - Date     Condition        Report By
 RD0547  HISTORY     - UNK      MONUMENTED       CGS
 RD0547  HISTORY     - 1972     GOOD             NGS
 RD0547  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 RD0547  HISTORY     - 1990     GOOD             USPSQD
 RD0547  HISTORY     - 20040809 GOOD             USPSQD
 RD0547  HISTORY     - 20060612 GOOD             USPSQD
 RD0547
 RD0547                          STATION DESCRIPTION
 RD0547
 RD0547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 RD0547'3.9 MI NW FROM BURLINGTON.
 RD0547'4.3 MILES SOUTH ALONG U.S. HIGHWAY 30 FROM THE SCAPPOOSE POST OFFICE,
 RD0547'3.9 MILES NORTHWEST OF BURLINGTON, ALONG THE RAILROAD TRACKS, 300 FEET
 RD0547'SOUTH OF WHERE THE DRIVEWAY TO THE ROCKY POINT YACHT CLUB CROSSES THE
 RD0547'RAILROAD TRACKS, 115 FEET SOUTH OF RAILROAD CULVERT NO. A 15.64, 80
 RD0547'FEET SOUTH OF A SQUARE CULVERT UNDER THE OLD HIGHWAY, 8 FEET WEST OF
 RD0547'THE NEAREST RAIL, AND 0.5 FOOT HIGHER THAN THE TRACKS SET IN A
 RD0547'CONCRETE WALL THAT FORMERLY SUPPORTED A WATER TANK.
 RD0547
 RD0547                          STATION RECOVERY (1989)
 RD0547
 RD0547'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RD0547'MARK NOT FOUND.
 RD0547
 RD0547                          STATION RECOVERY (1990)
 RD0547
 RD0547'RECOVERY NOTE BY US POWER SQUADRON 1990 (FV)
 RD0547'RECOVERED IN GOOD CONDITION.
 RD0547
 RD0547                          STATION RECOVERY (2004)
 RD0547
 RD0547'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 RD0547'RECOVERED IN GOOD CONDITION.
 RD0547
 RD0547                          STATION RECOVERY (2006)
 RD0547
 RD0547'RECOVERY NOTE BY US POWER SQUADRON 2006 (PS)
 RD0547'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0817 ***********************************************************************
 QD0817  DESIGNATION -  B 30
 QD0817  PID         -  QD0817
 QD0817  STATE/COUNTY-  OR/DESCHUTES
 QD0817  USGS QUAD   -  BEND (1981)
 QD0817
 QD0817                         *CURRENT SURVEY CONTROL
 QD0817  ___________________________________________________________________
 QD0817* NAD 83(1986)-  44 04 46.     (N)    121 18 02.     (W)     SCALED    
 QD0817* NAVD 88     -      1087.340  (meters)    3567.38   (feet)  ADJUSTED  
 QD0817  ___________________________________________________________________
 QD0817  GEOID HEIGHT-         -20.98  (meters)                     GEOID03
 QD0817  DYNAMIC HT  -        1086.913 (meters)    3565.98  (feet)  COMP
 QD0817  MODELED GRAV-     980,188.5   (mgal)                       NAVD 88
 QD0817
 QD0817  VERT ORDER  -  FIRST     CLASS II
 QD0817
 QD0817.The horizontal coordinates were scaled from a topographic map and have
 QD0817.an estimated accuracy of +/- 6 seconds.
 QD0817
 QD0817.The orthometric height was determined by differential leveling
 QD0817.and adjusted in June 1991.
 QD0817
 QD0817.The geoid height was determined by GEOID03.
 QD0817
 QD0817.The dynamic height is computed by dividing the NAVD 88
 QD0817.geopotential number by the normal gravity value computed on the
 QD0817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0817.degrees latitude (g = 980.6199 gals.).
 QD0817
 QD0817.The modeled gravity was interpolated from observed gravity values.
 QD0817
 QD0817;                    North         East    Units  Estimated Accuracy
 QD0817;SPC OR S     -   268,340.    1,435,880.      MT  (+/- 180 meters Scaled)
 QD0817
 QD0817                          SUPERSEDED SURVEY CONTROL
 QD0817
 QD0817  NGVD 29 (??/??/92) 1086.174  (m)         3563.56   (f) ADJ UNCH    1 2
 QD0817
 QD0817.Superseded values are not recommended for survey control.
 QD0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0817.See file dsdata.txt to determine how the superseded data were derived.
 QD0817
 QD0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP360821(NAD 83)
 QD0817_MARKER: DB = BENCH MARK DISK
 QD0817_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QD0817_SP_SET: ABUTMENT
 QD0817_STAMPING: ELEV. 3563.53 FT. B 30 1921
 QD0817_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QD0817
 QD0817  HISTORY     - Date     Condition        Report By
 QD0817  HISTORY     - 1921     MONUMENTED       CGS
 QD0817  HISTORY     - 1934     GOOD             NGS
 QD0817  HISTORY     - 1959     MARK NOT FOUND   NGS
 QD0817  HISTORY     - 19880713 MARK NOT FOUND   NGS
 QD0817
 QD0817                          STATION DESCRIPTION
 QD0817
 QD0817'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QD0817'1.4 MI N FROM BEND.
 QD0817'1.4 MILES NORTH ALONG THE OREGON TRUNK RAILROAD FROM THE STATION AT
 QD0817'BEND.  DESCHUTES COUNTY, AT RAILROAD MILEAGE 149.6, 52 FEET SOUTH OF A
 QD0817'ROAD CROSSING, IN THE WEST CORNER OF THE NORTH ABUTMENT OF THE
 QD0817'RAILROAD SPAN OVER THE NORTH CANAL OF THE CENTRAL OREGON IRRIGATION
 QD0817'DISTRICT, 7.6 FEET WEST OF THE RAILROAD CENTERLINE.  A STANDARD DISK
 QD0817'STAMPED ELEV. 3563.53 FT. B 30 1921.
 QD0817
 QD0817                          STATION RECOVERY (1959)
 QD0817
 QD0817'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 QD0817'MARK NOT FOUND.
 QD0817
 QD0817                          STATION RECOVERY (1988)
 QD0817
 QD0817'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QD0817'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0781 ***********************************************************************
 QE0781  DESIGNATION -  B 300
 QE0781  PID         -  QE0781
 QE0781  STATE/COUNTY-  OR/MARION
 QE0781  USGS QUAD   -  SIDNEY (1986)
 QE0781
 QE0781                         *CURRENT SURVEY CONTROL
 QE0781  ___________________________________________________________________
 QE0781* NAD 83(1986)-  44 47 04.     (N)    123 02 16.     (W)     SCALED    
 QE0781* NAVD 88     -        79.603  (meters)     261.16   (feet)  ADJUSTED  
 QE0781  ___________________________________________________________________
 QE0781  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 QE0781  DYNAMIC HT  -          79.599 (meters)     261.15  (feet)  COMP
 QE0781  MODELED GRAV-     980,558.7   (mgal)                       NAVD 88
 QE0781
 QE0781  VERT ORDER  -  FIRST     CLASS II
 QE0781
 QE0781.The horizontal coordinates were scaled from a topographic map and have
 QE0781.an estimated accuracy of +/- 6 seconds.
 QE0781
 QE0781.The orthometric height was determined by differential leveling
 QE0781.and adjusted in June 1991.
 QE0781
 QE0781.The geoid height was determined by GEOID03.
 QE0781
 QE0781.The dynamic height is computed by dividing the NAVD 88
 QE0781.geopotential number by the normal gravity value computed on the
 QE0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0781.degrees latitude (g = 980.6199 gals.).
 QE0781
 QE0781.The modeled gravity was interpolated from observed gravity values.
 QE0781
 QE0781;                    North         East    Units  Estimated Accuracy
 QE0781;SPC OR N     -   127,360.    2,299,210.      MT  (+/- 180 meters Scaled)
 QE0781
 QE0781                          SUPERSEDED SURVEY CONTROL
 QE0781
 QE0781  NGVD 29 (??/??/92)   78.595  (m)          257.86   (f) ADJ UNCH    1 2
 QE0781
 QE0781.Superseded values are not recommended for survey control.
 QE0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0781.See file dsdata.txt to determine how the superseded data were derived.
 QE0781
 QE0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ970590(NAD 83)
 QE0781_MARKER: DD = SURVEY DISK
 QE0781_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QE0781_SP_SET: CURB
 QE0781_STAMPING: B 300 1948
 QE0781_MARK LOGO: ORHD  
 QE0781_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0781
 QE0781  HISTORY     - Date     Condition        Report By
 QE0781  HISTORY     - 1948     MONUMENTED       ORHD
 QE0781  HISTORY     - 1968     GOOD             ORDT
 QE0781  HISTORY     - 1969     GOOD             NGS
 QE0781  HISTORY     - 1987     GOOD             NGS
 QE0781  HISTORY     - 20061018 MARK NOT FOUND   USPSQD
 QE0781
 QE0781                          STATION DESCRIPTION
 QE0781
 QE0781'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1968
 QE0781'11.5 MI S FROM SALEM.
 QE0781'3.1 MILES NORTH ALONG US INTERSTATE 5 FROM THE NORTH END OF THE
 QE0781'FREEWAY BRIDGE OVER THE SANTIAM RIVER, 0.5 MILE NORTH OF THE LOONEY
 QE0781'BUTTEANKENY HILL COUNTY ROAD, IN THE NORTHEAST CORNER OF A CONCRETE
 QE0781'MACHINERY PASS UNDER THE FREEWAY, AND IN THE GUARDRAIL BASE.  DISK
 QE0781'STAMPED B 300 1948.
 QE0781
 QE0781                          STATION RECOVERY (1969)
 QE0781
 QE0781'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 QE0781'RECOVERED IN GOOD CONDITION.
 QE0781
 QE0781                          STATION RECOVERY (1987)
 QE0781
 QE0781'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE0781'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  17.6 KM
 QE0781'(10.95 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 5 FROM ITS JUNCTION WITH
 QE0781'U.S. HIGHWAY 20 IN ALBANY, IN THE NORTHEAST END OF THE SOUTHEAST CURB
 QE0781'OF THE NORTHBOUND HIGHWAY OVERPASS OF A MACHINERY CROSSING, 6.8 M
 QE0781'(22.3 FT) SOUTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 QE0781'HIGHWAY, 0.7 M (2.3 FT) SOUTHWEST OF THE NORTHEAST END OF THE CURB,
 QE0781'AND 0.1 M (0.3 FT) NORTHWEST OF A GUARDRAIL.
 QE0781'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 QE0781
 QE0781                          STATION RECOVERY (2006)
 QE0781
 QE0781'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 QE0781'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0215 ***********************************************************************
 RB0215  DESIGNATION -  B 303
 RB0215  PID         -  RB0215
 RB0215  STATE/COUNTY-  OR/UNION
 RB0215  USGS QUAD   -  HILGARD (1984)
 RB0215
 RB0215                         *CURRENT SURVEY CONTROL
 RB0215  ___________________________________________________________________
 RB0215* NAD 83(1986)-  45 20 40.     (N)    118 08 20.     (W)     SCALED    
 RB0215* NAVD 88     -       883.063  (meters)    2897.18   (feet)  ADJUSTED  
 RB0215  ___________________________________________________________________
 RB0215  GEOID HEIGHT-         -17.77  (meters)                     GEOID03
 RB0215  DYNAMIC HT  -         882.871 (meters)    2896.55  (feet)  COMP
 RB0215  MODELED GRAV-     980,369.3   (mgal)                       NAVD 88
 RB0215
 RB0215  VERT ORDER  -  FIRST     CLASS II
 RB0215
 RB0215.The horizontal coordinates were scaled from a topographic map and have
 RB0215.an estimated accuracy of +/- 6 seconds.
 RB0215
 RB0215.The orthometric height was determined by differential leveling
 RB0215.and adjusted in June 1991.
 RB0215
 RB0215.The geoid height was determined by GEOID03.
 RB0215
 RB0215.The dynamic height is computed by dividing the NAVD 88
 RB0215.geopotential number by the normal gravity value computed on the
 RB0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0215.degrees latitude (g = 980.6199 gals.).
 RB0215
 RB0215.The modeled gravity was interpolated from observed gravity values.
 RB0215
 RB0215;                    North         East    Units  Estimated Accuracy
 RB0215;SPC OR N     -   189,140.    2,685,000.      MT  (+/- 180 meters Scaled)
 RB0215
 RB0215                          SUPERSEDED SURVEY CONTROL
 RB0215
 RB0215  NGVD 29 (??/??/92)  881.992  (m)         2893.67   (f) ADJ UNCH    1 2
 RB0215
 RB0215.Superseded values are not recommended for survey control.
 RB0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0215.See file dsdata.txt to determine how the superseded data were derived.
 RB0215
 RB0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML107218(NAD 83)
 RB0215_MARKER: DD = SURVEY DISK
 RB0215_SETTING: 66 = SET IN ROCK OUTCROP
 RB0215_SP_SET: OUTCROP
 RB0215_STAMPING: B 303 1934
 RB0215_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RB0215+STABILITY: POSITION/ELEVATION WELL
 RB0215
 RB0215  HISTORY     - Date     Condition        Report By
 RB0215  HISTORY     - 1934     MONUMENTED       ORGS
 RB0215  HISTORY     - 1951     GOOD             NGS
 RB0215
 RB0215                          STATION DESCRIPTION
 RB0215
 RB0215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 RB0215'2.75 MI NW FROM LAGRANDE.
 RB0215'2.75 MILES NORTHWEST ALONG THE U.S. HIGHWAY 30 FROM THE POST OFFICE AT
 RB0215'LAGRANDE, ABOUT 0.3 MILE WEST OF THE PINE CONE SERVICE STATION, ON THE
 RB0215'INSIDE OF A SHARP CURVE OF THE UNION PACIFIC RAILROAD AT THE EAST END
 RB0215'OF A ROCK CUT, AT THE MOST EASTERLY ONE OF TWO PROMINENT ROCKY POINTS,
 RB0215'135 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 31 FEET NORTH OF THE
 RB0215'NORTH RAIL, 22 FEET NORTH OF A FENCE, 19 1/2 FEET NORTHEAST OF A
 RB0215'TELEGRAPH POLE, 21 FEET SOUTH OF A WITNESS POST, AND SET IN THE TOP OF
 RB0215'A LARGE OUTCROP PROJECTING 3 FEET ABOVE THE GROUND, AND ABOUT 25 FEET
 RB0215'HIGHER THAN THE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0880 ***********************************************************************
 QB0880  DESIGNATION -  B 304
 QB0880  PID         -  QB0880
 QB0880  STATE/COUNTY-  OR/BAKER
 QB0880  USGS QUAD   -  HAINES (1994)
 QB0880
 QB0880                         *CURRENT SURVEY CONTROL
 QB0880  ___________________________________________________________________
 QB0880* NAD 83(1986)-  44 54 44.     (N)    117 56 17.     (W)     SCALED    
 QB0880* NAVD 88     -      1017.005  (meters)    3336.62   (feet)  ADJUSTED  
 QB0880  ___________________________________________________________________
 QB0880  GEOID HEIGHT-         -17.15  (meters)                     GEOID03
 QB0880  DYNAMIC HT  -        1016.692 (meters)    3335.60  (feet)  COMP
 QB0880  MODELED GRAV-     980,274.7   (mgal)                       NAVD 88
 QB0880
 QB0880  VERT ORDER  -  FIRST     CLASS II
 QB0880
 QB0880.The horizontal coordinates were scaled from a topographic map and have
 QB0880.an estimated accuracy of +/- 6 seconds.
 QB0880
 QB0880.The orthometric height was determined by differential leveling
 QB0880.and adjusted in June 1991.
 QB0880
 QB0880.The geoid height was determined by GEOID03.
 QB0880
 QB0880.The dynamic height is computed by dividing the NAVD 88
 QB0880.geopotential number by the normal gravity value computed on the
 QB0880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0880.degrees latitude (g = 980.6199 gals.).
 QB0880
 QB0880.The modeled gravity was interpolated from observed gravity values.
 QB0880
 QB0880;                    North         East    Units  Estimated Accuracy
 QB0880;SPC OR N     -   141,620.    2,702,260.      MT  (+/- 180 meters Scaled)
 QB0880
 QB0880                          SUPERSEDED SURVEY CONTROL
 QB0880
 QB0880  NGVD 29 (??/??/92) 1015.880  (m)         3332.93   (f) ADJ UNCH    1 2
 QB0880
 QB0880.Superseded values are not recommended for survey control.
 QB0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0880.See file dsdata.txt to determine how the superseded data were derived.
 QB0880
 QB0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK259736(NAD 83)
 QB0880_MARKER: DD = SURVEY DISK
 QB0880_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QB0880_SP_SET: BUILDING
 QB0880_STAMPING: 3333 B 304 1934
 QB0880_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QB0880
 QB0880  HISTORY     - Date     Condition        Report By
 QB0880  HISTORY     - 1934     MONUMENTED       ORGS
 QB0880  HISTORY     - 1941     GOOD             NGS
 QB0880  HISTORY     - 1967     GOOD             NGS
 QB0880
 QB0880                          STATION DESCRIPTION
 QB0880
 QB0880'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QB0880'IN HAINES.
 QB0880'AT HAINES, BAKER COUNTY, AT THE EAST SIDE OF THE OREGON TRAIL (U.S.
 QB0880'30), AT THE SOUTHEAST CORNER OF THE STONE K.P. BUILDING, ABOUT 3.75
 QB0880'FEET HIGHER THAN THE GROUND, AND IN THE TOP OF AN OFFSET.  A STATE
 QB0880'SURVEY STANDARD DISK, STAMPED 3333 B 304 1934.
 QB0880
 QB0880                          STATION RECOVERY (1967)
 QB0880
 QB0880'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 QB0880'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0883 ***********************************************************************
 QB0883  DESIGNATION -  B 305
 QB0883  PID         -  QB0883
 QB0883  STATE/COUNTY-  OR/BAKER
 QB0883  USGS QUAD   -  HAINES (1994)
 QB0883
 QB0883                         *CURRENT SURVEY CONTROL
 QB0883  ___________________________________________________________________
 QB0883* NAD 83(1986)-  44 53 00.     (N)    117 55 04.     (W)     SCALED    
 QB0883* NAVD 88     -      1017.509  (meters)    3338.28   (feet)  ADJUSTED  
 QB0883  ___________________________________________________________________
 QB0883  GEOID HEIGHT-         -17.15  (meters)                     GEOID03
 QB0883  DYNAMIC HT  -        1017.193 (meters)    3337.24  (feet)  COMP
 QB0883  MODELED GRAV-     980,272.1   (mgal)                       NAVD 88
 QB0883
 QB0883  VERT ORDER  -  FIRST     CLASS II
 QB0883
 QB0883.The horizontal coordinates were scaled from a topographic map and have
 QB0883.an estimated accuracy of +/- 6 seconds.
 QB0883
 QB0883.The orthometric height was determined by differential leveling
 QB0883.and adjusted in June 1991.
 QB0883
 QB0883.The geoid height was determined by GEOID03.
 QB0883
 QB0883.The dynamic height is computed by dividing the NAVD 88
 QB0883.geopotential number by the normal gravity value computed on the
 QB0883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0883.degrees latitude (g = 980.6199 gals.).
 QB0883
 QB0883.The modeled gravity was interpolated from observed gravity values.
 QB0883
 QB0883;                    North         East    Units  Estimated Accuracy
 QB0883;SPC OR N     -   138,460.    2,703,960.      MT  (+/- 180 meters Scaled)
 QB0883
 QB0883                          SUPERSEDED SURVEY CONTROL
 QB0883
 QB0883  NGVD 29 (??/??/92) 1016.383  (m)         3334.58   (f) ADJ UNCH    1 2
 QB0883
 QB0883.Superseded values are not recommended for survey control.
 QB0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0883.See file dsdata.txt to determine how the superseded data were derived.
 QB0883
 QB0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK275704(NAD 83)
 QB0883_MARKER: DD = SURVEY DISK
 QB0883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0883_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0883_STAMPING: 3335 A 305 1934
 QB0883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0883+STABILITY: SURFACE MOTION
 QB0883
 QB0883  HISTORY     - Date     Condition        Report By
 QB0883  HISTORY     - 1934     MONUMENTED       ORGS
 QB0883  HISTORY     - 1941     GOOD             NGS
 QB0883
 QB0883                          STATION DESCRIPTION
 QB0883
 QB0883'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QB0883'2.4 MI S FROM HAINES.
 QB0883'ABOUT 2.4 MILES SOUTH ALONG THE OREGON TRAIL (U.S. 30) FROM HAINES,
 QB0883'BAKER COUNTY, NEAR MILEAGE 228.7, 52 FEET EAST OF THE CENTER LINE OF
 QB0883'THE HIGHWAY, 10 FEET EAST OF A FENCE CORNER, 6 FEET EAST OF A
 QB0883'GALVANIZED-IRON FLUME, 1 FOOT NORTH OF A FENCE, AND NEAR A WHITE
 QB0883'WOODEN WITNESS POST.  A STATE SURVEY STANDARD DISK, STAMPED 3335 A 305
 QB0883'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0510 ***********************************************************************
 RB0510  DESIGNATION -  B 306
 RB0510  PID         -  RB0510
 RB0510  STATE/COUNTY-  OR/UMATILLA
 RB0510  USGS QUAD   -  PENDLETON (1976)
 RB0510
 RB0510                         *CURRENT SURVEY CONTROL
 RB0510  ___________________________________________________________________
 RB0510* NAD 83(1986)-  45 40 40.     (N)    118 50 26.     (W)     SCALED    
 RB0510* NAVD 88     -       359.211  (meters)    1178.51   (feet)  ADJUSTED  
 RB0510  ___________________________________________________________________
 RB0510  GEOID HEIGHT-         -20.91  (meters)                     GEOID03
 RB0510  DYNAMIC HT  -         359.178 (meters)    1178.40  (feet)  COMP
 RB0510  MODELED GRAV-     980,515.6   (mgal)                       NAVD 88
 RB0510
 RB0510  VERT ORDER  -  FIRST     CLASS II
 RB0510
 RB0510.The horizontal coordinates were scaled from a topographic map and have
 RB0510.an estimated accuracy of +/- 6 seconds.
 RB0510
 RB0510.The orthometric height was determined by differential leveling
 RB0510.and adjusted in June 1991.
 RB0510
 RB0510.The geoid height was determined by GEOID03.
 RB0510
 RB0510.The dynamic height is computed by dividing the NAVD 88
 RB0510.geopotential number by the normal gravity value computed on the
 RB0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0510.degrees latitude (g = 980.6199 gals.).
 RB0510
 RB0510.The modeled gravity was interpolated from observed gravity values.
 RB0510
 RB0510;                    North         East    Units  Estimated Accuracy
 RB0510;SPC OR N     -   224,810.    2,629,270.      MT  (+/- 180 meters Scaled)
 RB0510
 RB0510                          SUPERSEDED SURVEY CONTROL
 RB0510
 RB0510  NGVD 29 (??/??/92)  358.204  (m)         1175.21   (f) ADJ UNCH    1 2
 RB0510
 RB0510.Superseded values are not recommended for survey control.
 RB0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0510.See file dsdata.txt to determine how the superseded data were derived.
 RB0510
 RB0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL566598(NAD 83)
 RB0510_MARKER: DD = SURVEY DISK
 RB0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0510_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0510_STAMPING: B 306 1941
 RB0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0510+STABILITY: SURFACE MOTION
 RB0510_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RB0510+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2006
 RB0510
 RB0510  HISTORY     - Date     Condition        Report By
 RB0510  HISTORY     - 1941     MONUMENTED       ORDT
 RB0510  HISTORY     - 1943     GOOD             NGS
 RB0510  HISTORY     - 1969     GOOD             NGS
 RB0510  HISTORY     - 20060812 GOOD             GEOCAC
 RB0510
 RB0510                          STATION DESCRIPTION
 RB0510
 RB0510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 RB0510'3.1 MI NW FROM PENDLETON.
 RB0510'ALONG THE PENDLETON AIRPORT HIGHWAY, 3.1 MILES NORTHWEST OF THE UNION
 RB0510'PACIFIC STATION AT PENDLETON, 56 FEET WEST OF THE CENTER OF THE
 RB0510'HIGHWAY, 5 FEET EAST OF A REFERENCE POST, AT HIGHWAY STATION 11+60,
 RB0510'PROJECTING 3 INCHES.
 RB0510
 RB0510                          STATION RECOVERY (1969)
 RB0510
 RB0510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 RB0510'RECOVERED IN GOOD CONDITION.
 RB0510
 RB0510                          STATION RECOVERY (2006)
 RB0510
 RB0510'RECOVERY NOTE BY GEOCACHING 2006 (GOP)
 RB0510'HANDHELD GPS N45 40.684  W118 50.448
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1104 ***********************************************************************
 RD1104  DESIGNATION -  B 309
 RD1104  PID         -  RD1104
 RD1104  STATE/COUNTY-  OR/TILLAMOOK
 RD1104  USGS QUAD   -  TILLAMOOK (1985)
 RD1104
 RD1104                         *CURRENT SURVEY CONTROL
 RD1104  ___________________________________________________________________
 RD1104* NAD 83(1986)-  45 27 58.     (N)    123 45 10.     (W)     SCALED    
 RD1104* NAVD 88     -        24.435  (meters)      80.17   (feet)  ADJUSTED  
 RD1104  ___________________________________________________________________
 RD1104  GEOID HEIGHT-         -21.60  (meters)                     GEOID03
 RD1104  DYNAMIC HT  -          24.437 (meters)      80.17  (feet)  COMP
 RD1104  MODELED GRAV-     980,699.8   (mgal)                       NAVD 88
 RD1104
 RD1104  VERT ORDER  -  SECOND    CLASS 0
 RD1104
 RD1104.The horizontal coordinates were scaled from a topographic map and have
 RD1104.an estimated accuracy of +/- 6 seconds.
 RD1104
 RD1104.The orthometric height was determined by differential leveling
 RD1104.and adjusted in June 1991.
 RD1104
 RD1104.The geoid height was determined by GEOID03.
 RD1104
 RD1104.The dynamic height is computed by dividing the NAVD 88
 RD1104.geopotential number by the normal gravity value computed on the
 RD1104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1104.degrees latitude (g = 980.6199 gals.).
 RD1104
 RD1104.The modeled gravity was interpolated from observed gravity values.
 RD1104
 RD1104;                    North         East    Units  Estimated Accuracy
 RD1104;SPC OR N     -   205,080.    2,245,710.      MT  (+/- 180 meters Scaled)
 RD1104
 RD1104                          SUPERSEDED SURVEY CONTROL
 RD1104
 RD1104  NGVD 29 (??/??/92)   23.390  (m)           76.74   (f) ADJ UNCH    2 0
 RD1104
 RD1104.Superseded values are not recommended for survey control.
 RD1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1104.See file dsdata.txt to determine how the superseded data were derived.
 RD1104
 RD1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR411350(NAD 83)
 RD1104_MARKER: DB = BENCH MARK DISK
 RD1104_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD1104_SP_SET: CULVERT
 RD1104_STAMPING: B 309 1942
 RD1104_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD1104
 RD1104  HISTORY     - Date     Condition        Report By
 RD1104  HISTORY     - 1942     MONUMENTED       CGS
 RD1104  HISTORY     - 1962     GOOD             NGS
 RD1104  HISTORY     - 19921025 MARK NOT FOUND   USPSQD
 RD1104
 RD1104                          STATION DESCRIPTION
 RD1104
 RD1104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RD1104'4.5 MI E FROM TILLAMOOK.
 RD1104'REACHED FROM THE INTERSECTION OF U.S. HIGHWAY 101 AND STATE HIGHWAY 6
 RD1104'IN TILLAMOOK GO EAST ALONG STATE HIGHWAY 6 FOR ABOUT 4.5 MILES TO A
 RD1104'CULVERT UNDER THE HIGHWAY, ABOUT 16 FEET SOUTH OF THE CENTER LINE OF
 RD1104'THE HIGHWAY AND ABOUT 1-FOOT HIGHER.
 RD1104
 RD1104                          STATION RECOVERY (1992)
 RD1104
 RD1104'RECOVERY NOTE BY US POWER SQUADRON 1992 (KRN)
 RD1104'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC0574 ***********************************************************************
 SC0574  DESIGNATION -  B 31
 SC0574  PID         -  SC0574
 SC0574  STATE/COUNTY-  OR/CLATSOP
 SC0574  USGS QUAD   -  WARRENTON (1996)
 SC0574
 SC0574                         *CURRENT SURVEY CONTROL
 SC0574  ___________________________________________________________________
 SC0574* NAD 83(1986)-  46 11 27.     (N)    123 55 36.     (W)     SCALED    
 SC0574* NAVD 88     -         4.888  (meters)      16.04   (feet)  ADJUSTED  
 SC0574  ___________________________________________________________________
 SC0574  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 SC0574  DYNAMIC HT  -           4.889 (meters)      16.04  (feet)  COMP
 SC0574  MODELED GRAV-     980,713.4   (mgal)                       NAVD 88
 SC0574
 SC0574  VERT ORDER  -  FIRST     CLASS II
 SC0574
 SC0574.The horizontal coordinates were scaled from a topographic map and have
 SC0574.an estimated accuracy of +/- 6 seconds.
 SC0574
 SC0574.The orthometric height was determined by differential leveling
 SC0574.and adjusted in June 1991.
 SC0574
 SC0574.The geoid height was determined by GEOID03.
 SC0574
 SC0574.The dynamic height is computed by dividing the NAVD 88
 SC0574.geopotential number by the normal gravity value computed on the
 SC0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0574.degrees latitude (g = 980.6199 gals.).
 SC0574
 SC0574.The modeled gravity was interpolated from observed gravity values.
 SC0574
 SC0574;                    North         East    Units  Estimated Accuracy
 SC0574;SPC OR N     -   286,120.    2,235,540.      MT  (+/- 180 meters Scaled)
 SC0574
 SC0574                          SUPERSEDED SURVEY CONTROL
 SC0574
 SC0574  NGVD 29 (??/??/92)    3.789  (m)           12.43   (f) ADJ UNCH    1 2
 SC0574
 SC0574.Superseded values are not recommended for survey control.
 SC0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0574.See file dsdata.txt to determine how the superseded data were derived.
 SC0574
 SC0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS284156(NAD 83)
 SC0574_MARKER: DB = BENCH MARK DISK
 SC0574_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SC0574_SP_SET: FOOTING
 SC0574_STAMPING: B 31 1920
 SC0574_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC0574
 SC0574  HISTORY     - Date     Condition        Report By
 SC0574  HISTORY     - 1920     MONUMENTED       CGS
 SC0574  HISTORY     - 1965     GOOD             NGS
 SC0574  HISTORY     - 1987     MARK NOT FOUND   NGS
 SC0574
 SC0574                          STATION DESCRIPTION
 SC0574
 SC0574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 SC0574'2 MI NW FROM WARRENTON.
 SC0574'REACHED FROM THE WARRENTON POST OFFICE BY GOING NORTHWEST ON NW
 SC0574'WARRENTON DRIVE, TOWARD HAMMOND, FOR 1.75 MILES TO A MACADAM ROAD
 SC0574'RIGHT, TURN RIGHT AND GO EAST ON THE MACADAM ROAD FOR 0.25 MILE TO THE
 SC0574'RAILROAD CROSSING AND THE END OF TRUCK TRAVEL, (TRANGULATION STATION
 SC0574'TANSY 2 1946 IS 100 FEET NORTHEAST OF THIS CROSSING), PACK NORTHWEST
 SC0574'ALONG THE RAILROAD TRACKS FOR 200 YARDS TO THE BENCH MARK ON THE
 SC0574'RIGHT, 33 FEET NORTHEAST OF THE NEAREST RAIL CEMENTED IN A DRILL HOLE
 SC0574'IN A 2 BY 5 FOOT FOOTING THAT PROJECTS 2 FEET, 2 FEET NORTHEAST OF A
 SC0574'METAL WITNESS POST AND 1 FOOT NORTHEAST OF THE SOUTHWEST END OF THE
 SC0574'FOOTING.
 SC0574
 SC0574                          STATION RECOVERY (1987)
 SC0574
 SC0574'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SC0574'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC2833 ***********************************************************************
 SC2833  DESIGNATION -  B 31 RESET
 SC2833  PID         -  SC2833
 SC2833  STATE/COUNTY-  OR/CLATSOP
 SC2833  USGS QUAD   -  WARRENTON (1996)
 SC2833
 SC2833                         *CURRENT SURVEY CONTROL
 SC2833  ___________________________________________________________________
 SC2833* NAD 83(1986)-  46 11 27.     (N)    123 55 36.     (W)     SCALED    
 SC2833* NAVD 88     -         4.21   (meters)      13.8    (feet)  RESET     
 SC2833  ___________________________________________________________________
 SC2833  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 SC2833  VERT ORDER  -  THIRD
 SC2833
 SC2833.The horizontal coordinates were scaled from a topographic map and have
 SC2833.an estimated accuracy of +/- 6 seconds.
 SC2833
 SC2833.The orthometric height was computed from unverified reset data.
 SC2833.No vertical observational check was made to the station.
 SC2833
 SC2833.The geoid height was determined by GEOID03.
 SC2833
 SC2833;                    North         East    Units  Estimated Accuracy
 SC2833;SPC OR N     -   286,120.    2,235,540.      MT  (+/- 180 meters Scaled)
 SC2833
 SC2833                          SUPERSEDED SURVEY CONTROL
 SC2833
 SC2833  NGVD 29 (10/26/06)    3.11   (m)           10.2    (f) RESET       3  
 SC2833
 SC2833.Superseded values are not recommended for survey control.
 SC2833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2833.See file dsdata.txt to determine how the superseded data were derived.
 SC2833
 SC2833_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS284156(NAD 83)
 SC2833_MARKER: DV = VERTICAL CONTROL DISK
 SC2833_SETTING: 80 = SET IN A BOULDER
 SC2833_SP_SET: BOULDER
 SC2833_STAMPING: B 31 RESET 1985
 SC2833_MARK LOGO: NGS   
 SC2833_MAGNETIC: N = NO MAGNETIC MATERIAL
 SC2833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC2833+STABILITY: SURFACE MOTION
 SC2833
 SC2833  HISTORY     - Date     Condition        Report By
 SC2833  HISTORY     - 1985     MONUMENTED       NGS
 SC2833
 SC2833                          STATION DESCRIPTION
 SC2833
 SC2833'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 SC2833'FROM THE POST OFFICE IN WARRENTON, GO NORTHWEST 1.8 MILES, TURN RIGHT
 SC2833'AND GO 0.2 MILE TO TRI STATION TANSEY 2 ON LEFT, TURN LEFT INTO
 SC2833'CANNERY AREA AND GO 0.05 MILE, TURN LEFT AND FOLLOW ROAD ALONG BEACH
 SC2833'0.15 MILE TO THE MARK ON THE RIGHT, 47 METERS WEST OF A BEND IN THE
 SC2833'ROAD, 11 METERS NORTH OF A ROAD ALONG DIKE, 2 METERS SOUTH OF HIGH
 SC2833'WATER LINE, AND 1 METER EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0698 ***********************************************************************
 QB0698  DESIGNATION -  B 311
 QB0698  PID         -  QB0698
 QB0698  STATE/COUNTY-  OR/MALHEUR
 QB0698  USGS QUAD   -  MOORES HOLLOW (1974)
 QB0698
 QB0698                         *CURRENT SURVEY CONTROL
 QB0698  ___________________________________________________________________
 QB0698* NAD 83(1986)-  44 13 26.     (N)    117 01 00.     (W)     SCALED    
 QB0698* NAVD 88     -       658.049  (meters)    2158.95   (feet)  ADJUSTED  
 QB0698  ___________________________________________________________________
 QB0698  GEOID HEIGHT-         -17.31  (meters)                     GEOID03
 QB0698  DYNAMIC HT  -         657.874 (meters)    2158.37  (feet)  COMP
 QB0698  MODELED GRAV-     980,330.0   (mgal)                       NAVD 88
 QB0698
 QB0698  VERT ORDER  -  SECOND    CLASS 0
 QB0698
 QB0698.The horizontal coordinates were scaled from a topographic map and have
 QB0698.an estimated accuracy of +/- 6 seconds.
 QB0698
 QB0698.The orthometric height was determined by differential leveling
 QB0698.and adjusted in June 1991.
 QB0698
 QB0698.The geoid height was determined by GEOID03.
 QB0698
 QB0698.The dynamic height is computed by dividing the NAVD 88
 QB0698.geopotential number by the normal gravity value computed on the
 QB0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0698.degrees latitude (g = 980.6199 gals.).
 QB0698
 QB0698.The modeled gravity was interpolated from observed gravity values.
 QB0698
 QB0698;                    North         East    Units  Estimated Accuracy
 QB0698;SPC OR S     -   289,870.    1,778,270.      MT  (+/- 180 meters Scaled)
 QB0698
 QB0698                          SUPERSEDED SURVEY CONTROL
 QB0698
 QB0698  NGVD 29 (??/??/92)  657.08   (m)         2155.8    (f) COMPUTED    2 0
 QB0698
 QB0698.Superseded values are not recommended for survey control.
 QB0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0698.See file dsdata.txt to determine how the superseded data were derived.
 QB0698
 QB0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ986967(NAD 83)
 QB0698_MARKER: X = CHISELED CROSS
 QB0698_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QB0698_SP_SET: SYPHON BOX
 QB0698_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB0698
 QB0698  HISTORY     - Date     Condition        Report By
 QB0698  HISTORY     - UNK      MONUMENTED       CGS
 QB0698  HISTORY     - 1946     GOOD             NGS
 QB0698
 QB0698                          STATION DESCRIPTION
 QB0698
 QB0698'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 QB0698'16.9 MI N FROM ONTARIO.
 QB0698'ALONG U.S. HIGHWAY NO.30, 16.9 MILES NORTH OF THE ONTARIO UNDERPASS AT
 QB0698'ONTARIO, 1.55 MILES WEST OF WEISER JUNCTION, 0.1 MILE WEST OF AND
 QB0698'ACROSS THE HIGHWAY FROM HIGHWAY MILE POST 401, 30.0 FEET NORTH OF
 QB0698'CENTER OF THE HIGHWAY, 13.6 FEET SOUTHWEST OF A FENCE CORNER POST,
 QB0698'10.8 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE, A CHISELED CROSS CUT
 QB0698'IN CENTER AND TOP OF AND 0.1 FOOT NORTH OF THE SOUTH EDGE OF THE SOUTH
 QB0698'WALL OF A CONCRETE IRRIGATION SYPHON BOX, ABOUT 1 FOOT ABOVE THE
 QB0698'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0038 ***********************************************************************
 PA0038  DESIGNATION -  B 313
 PA0038  PID         -  PA0038
 PA0038  STATE/COUNTY-  OR/HARNEY
 PA0038  USGS QUAD   -  DRINKWATER PASS (1990)
 PA0038
 PA0038                         *CURRENT SURVEY CONTROL
 PA0038  ___________________________________________________________________
 PA0038* NAD 83(1986)-  43 47 21.     (N)    118 17 56.     (W)     SCALED    
 PA0038* NAVD 88     -      1193.236  (meters)    3914.81   (feet)  ADJUSTED  
 PA0038  ___________________________________________________________________
 PA0038  GEOID HEIGHT-         -18.33  (meters)                     GEOID03
 PA0038  DYNAMIC HT  -        1192.707 (meters)    3913.07  (feet)  COMP
 PA0038  MODELED GRAV-     980,134.5   (mgal)                       NAVD 88
 PA0038
 PA0038  VERT ORDER  -  FIRST     CLASS II
 PA0038
 PA0038.The horizontal coordinates were scaled from a topographic map and have
 PA0038.an estimated accuracy of +/- 6 seconds.
 PA0038
 PA0038.The orthometric height was determined by differential leveling
 PA0038.and adjusted in June 1991.
 PA0038
 PA0038.The geoid height was determined by GEOID03.
 PA0038
 PA0038.The dynamic height is computed by dividing the NAVD 88
 PA0038.geopotential number by the normal gravity value computed on the
 PA0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0038.degrees latitude (g = 980.6199 gals.).
 PA0038
 PA0038.The modeled gravity was interpolated from observed gravity values.
 PA0038
 PA0038;                    North         East    Units  Estimated Accuracy
 PA0038;SPC OR S     -   238,110.    1,677,140.      MT  (+/- 180 meters Scaled)
 PA0038
 PA0038                          SUPERSEDED SURVEY CONTROL
 PA0038
 PA0038  NGVD 29 (??/??/92) 1192.105  (m)         3911.10   (f) ADJ UNCH    1 2
 PA0038
 PA0038.Superseded values are not recommended for survey control.
 PA0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0038.See file dsdata.txt to determine how the superseded data were derived.
 PA0038
 PA0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ954492(NAD 83)
 PA0038_MARKER: DD = SURVEY DISK
 PA0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PA0038_STAMPING: B 313 1934 69.38 PT 387+69.6
 PA0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0038+STABILITY: SURFACE MOTION
 PA0038
 PA0038  HISTORY     - Date     Condition        Report By
 PA0038  HISTORY     - 1934     MONUMENTED       ORDT
 PA0038  HISTORY     - 1943     GOOD             NGS
 PA0038  HISTORY     - 1967     GOOD             NGS
 PA0038  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 PA0038  HISTORY     - 19870801 MARK NOT FOUND   USGS
 PA0038
 PA0038                          STATION DESCRIPTION
 PA0038
 PA0038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PA0038'13.3 MI W FROM JUNTURA.
 PA0038'ABOUT 13.3 MILES WEST ALONG U.S. HIGHWAY 20 FROM THE STATION AT
 PA0038'JUNTURA, MALHEUR COUNTY, AT HIGHWAY MILAGE 176.6, AT THE EAST END OF A
 PA0038'CURVE, 26 FEET NORTH OF THE CENTER OF THE HIGHWAY, 2.6 FEET SOUTH OF
 PA0038'THE REFERENCE POST.
 PA0038
 PA0038                          STATION RECOVERY (1967)
 PA0038
 PA0038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 PA0038'RECOVERED IN GOOD CONDITION.
 PA0038
 PA0038                          STATION RECOVERY (1987)
 PA0038
 PA0038'RECOVERY NOTE BY US POWER SQUADRON 1987 (DMP)
 PA0038'MARK NOT FOUND.
 PA0038
 PA0038                          STATION RECOVERY (1987)
 PA0038
 PA0038'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (DMP)
 PA0038'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0381 ***********************************************************************
 PA0381  DESIGNATION -  B 314
 PA0381  PID         -  PA0381
 PA0381  STATE/COUNTY-  OR/HARNEY
 PA0381  USGS QUAD   -  BURNS (1960)
 PA0381
 PA0381                         *CURRENT SURVEY CONTROL
 PA0381  ___________________________________________________________________
 PA0381* NAD 83(1986)-  43 35 09.     (N)    119 01 13.     (W)     SCALED    
 PA0381* NAVD 88     -      1265.499  (meters)    4151.89   (feet)  ADJUSTED  
 PA0381  ___________________________________________________________________
 PA0381  GEOID HEIGHT-         -19.06  (meters)                     GEOID03
 PA0381  DYNAMIC HT  -        1264.892 (meters)    4149.90  (feet)  COMP
 PA0381  MODELED GRAV-     980,095.5   (mgal)                       NAVD 88
 PA0381
 PA0381  VERT ORDER  -  FIRST     CLASS II
 PA0381
 PA0381.The horizontal coordinates were scaled from a topographic map and have
 PA0381.an estimated accuracy of +/- 6 seconds.
 PA0381
 PA0381.The orthometric height was determined by differential leveling
 PA0381.and adjusted in June 1991.
 PA0381
 PA0381.The geoid height was determined by GEOID03.
 PA0381
 PA0381.The dynamic height is computed by dividing the NAVD 88
 PA0381.geopotential number by the normal gravity value computed on the
 PA0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0381.degrees latitude (g = 980.6199 gals.).
 PA0381
 PA0381.The modeled gravity was interpolated from observed gravity values.
 PA0381
 PA0381;                    North         East    Units  Estimated Accuracy
 PA0381;SPC OR S     -   214,240.    1,619,490.      MT  (+/- 180 meters Scaled)
 PA0381
 PA0381                          SUPERSEDED SURVEY CONTROL
 PA0381
 PA0381  NGVD 29 (??/??/92) 1264.306  (m)         4147.98   (f) ADJ UNCH    1 2
 PA0381
 PA0381.Superseded values are not recommended for survey control.
 PA0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0381.See file dsdata.txt to determine how the superseded data were derived.
 PA0381
 PA0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ369278(NAD 83)
 PA0381_MARKER: DB = BENCH MARK DISK
 PA0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0381_SP_SET: CONCRETE POST
 PA0381_STAMPING: 4148 B 314 1934
 PA0381_MARK LOGO: CGS   
 PA0381_PROJECTION: FLUSH
 PA0381_MAGNETIC: N = NO MAGNETIC MATERIAL
 PA0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0381+STABILITY: SURFACE MOTION
 PA0381_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PA0381+SATELLITE: SATELLITE OBSERVATIONS - November 07, 1991
 PA0381
 PA0381  HISTORY     - Date     Condition        Report By
 PA0381  HISTORY     - 1934     MONUMENTED       ORGS
 PA0381  HISTORY     - 1984     GOOD             NGS
 PA0381  HISTORY     - 19911107 GOOD             NGS
 PA0381
 PA0381                          STATION DESCRIPTION
 PA0381
 PA0381'DESCRIBED BY OREGON GEODETIC SURVEY 1934
 PA0381'1.5 MI E FROM BURNS.
 PA0381'ABOUT 1.5 MILES EAST ALONG THE BURNS-CRANE ROAD FROM BURNS, HARNEY
 PA0381'COUNTY, AT THE JUNCTION OF THE BURNS-CRANE ROAD AND THE FRENCHGLEN
 PA0381'HIGHWAY, 60 FEET SOUTHWEST OF CENTER OF ROAD INTERSECTION, 18 FEET
 PA0381'SOUTHEAST OF POWER LINE POLE, 2 FEET FROM EDGE OF BORROW PIT, 6 INCHES
 PA0381'INSIDE FENCE RUNNING SOUTHEAST AND NORTHWEST.  A STANDARD DISK,
 PA0381'STAMPED 4148 B 314 1934 AND SET IN A CONCRETE POST.
 PA0381
 PA0381                          STATION RECOVERY (1984)
 PA0381
 PA0381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PA0381'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.19 KM
 PA0381'(0.12 MI) SOUTH ALONG US HIGHWAYS 395 AND 20 FROM THE POST OFFICE AT
 PA0381'BURNS, THENCE 2.06 KM (1.28 MI) EAST ALONG STATE HIGHWAY 78, IN THE
 PA0381'SOUTHWEST CORNER OF THE INTERSECTION OF STATE HIGHWAY 205, 0.47 KM
 PA0381'(0.29 MI) WEST OF MILEPOST 2, 12.8 METERS (42 FT) SOUTH OF THE CENTER
 PA0381'OF STATE HIGHWAY 78, 14.3 METERS (47 FT) WEST OF THE CENTER OF STATE
 PA0381'HIGHWAY 205 AND 3.7 METERS (12 FT) EAST OF A POWER POLE WITH A GUY
 PA0381'WIRE ATTACHED.
 PA0381'THE MARK IS 0.4 METERS  E FROM A WITNESS POST.
 PA0381'THE MARK IS ABOVE LEVEL WITH THE HIGHWAYS.
 PA0381
 PA0381                          STATION RECOVERY (1991)
 PA0381
 PA0381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 (LLR)
 PA0381'THE MARK WAS RECOVERED. TO REACH FROM THE INTERECTION OF HIGHWAYS 395,
 PA0381'20, 78 AND 205 IN BURNS GO EAST ON HIGHWAYS 205 AND 78 FOR 2.0 MILES
 PA0381'TO THE MARK ON THE RIGHT. IT IS 14.2 METERS (46.6 FEET) WEST OF THE
 PA0381'CENTERLINE OF HIGHWAY 205 (STEENS HIGHWAY), 13.0 METERS (42.6 FEET)
 PA0381'SOUTH OF HIGHWAY 78, 3.2 METERS (10.3 FEET) EAST OF A POWER POLE AND
 PA0381'0.4 METER (1.3 FEET) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0172 ***********************************************************************
 PA0172  DESIGNATION -  B 315
 PA0172  PID         -  PA0172
 PA0172  STATE/COUNTY-  OR/HARNEY
 PA0172  USGS QUAD   -  COYOTE BUTTES (1980)
 PA0172
 PA0172                         *CURRENT SURVEY CONTROL
 PA0172  ___________________________________________________________________
 PA0172* NAD 83(1986)-  43 11 19.     (N)    118 56 41.     (W)     SCALED    
 PA0172* NAVD 88     -      1259.796  (meters)    4133.18   (feet)  ADJUSTED  
 PA0172  ___________________________________________________________________
 PA0172  GEOID HEIGHT-         -19.29  (meters)                     GEOID03
 PA0172  DYNAMIC HT  -        1259.149 (meters)    4131.06  (feet)  COMP
 PA0172  MODELED GRAV-     980,063.0   (mgal)                       NAVD 88
 PA0172
 PA0172  VERT ORDER  -  SECOND    CLASS 0
 PA0172
 PA0172.The horizontal coordinates were scaled from a topographic map and have
 PA0172.an estimated accuracy of +/- 6 seconds.
 PA0172
 PA0172.The orthometric height was determined by differential leveling
 PA0172.and adjusted in June 1991.
 PA0172
 PA0172.The geoid height was determined by GEOID03.
 PA0172
 PA0172.The dynamic height is computed by dividing the NAVD 88
 PA0172.geopotential number by the normal gravity value computed on the
 PA0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0172.degrees latitude (g = 980.6199 gals.).
 PA0172
 PA0172.The modeled gravity was interpolated from observed gravity values.
 PA0172
 PA0172;                    North         East    Units  Estimated Accuracy
 PA0172;SPC OR S     -   170,240.    1,626,410.      MT  (+/- 180 meters Scaled)
 PA0172
 PA0172                          SUPERSEDED SURVEY CONTROL
 PA0172
 PA0172  NGVD 29 (??/??/92) 1258.636  (m)         4129.37   (f) ADJ UNCH    2 0
 PA0172
 PA0172.Superseded values are not recommended for survey control.
 PA0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0172.See file dsdata.txt to determine how the superseded data were derived.
 PA0172
 PA0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH419835(NAD 83)
 PA0172_MARKER: DB = BENCH MARK DISK
 PA0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PA0172_STAMPING: 4129 B 315 1934
 PA0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0172+STABILITY: SURFACE MOTION
 PA0172
 PA0172  HISTORY     - Date     Condition        Report By
 PA0172  HISTORY     - 1934     MONUMENTED       CGS
 PA0172  HISTORY     - 1967     GOOD             USGS
 PA0172  HISTORY     - 19670808 GOOD             USPSQD
 PA0172
 PA0172                          STATION DESCRIPTION
 PA0172
 PA0172'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 PA0172'7.2 MI S FROM NARROWS.
 PA0172'THE BRIDGE OVER THE NARROWS, 6.7 MI. SOUTH OF ALONG STATE HIGHWAY 205,
 PA0172'165 FEET SOUTH OF ROAD FORK, 37 FEET EAST OF THE CENTER LINE OF
 PA0172'HIGHWAY, IN CONCRETE POST FLUSH WITH THE GROUND, STANDARD TABLET
 PA0172'STAMPED 4129 B 315 1934 NEAR 2X2 WOODEN WITNESS POST.
 PA0172
 PA0172                          STATION RECOVERY (1967)
 PA0172
 PA0172'RECOVERY NOTE BY US POWER SQUADRON 1967 (ARG)
 PA0172'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0416 ***********************************************************************
 RD0416  DESIGNATION -  B 32 62
 RD0416  PID         -  RD0416
 RD0416  STATE/COUNTY-  OR/MULTNOMAH
 RD0416  USGS QUAD   -  PORTLAND (1990)
 RD0416
 RD0416                         *CURRENT SURVEY CONTROL
 RD0416  ___________________________________________________________________
 RD0416* NAD 83(1986)-  45 34 53.     (N)    122 44 30.     (W)     SCALED    
 RD0416* NAVD 88     -        19.782  (meters)      64.90   (feet)  POSTED    
 RD0416  ___________________________________________________________________
 RD0416  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 RD0416  DYNAMIC HT  -          19.780 (meters)      64.89  (feet)  COMP
 RD0416  MODELED GRAV-     980,620.2   (mgal)                       NAVD 88
 RD0416
 RD0416  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 RD0416
 RD0416.The horizontal coordinates were scaled from a topographic map and have
 RD0416.an estimated accuracy of +/- 6 seconds.
 RD0416
 RD0416.The orthometric height was determined by differential leveling
 RD0416.and adjusted by the  in 1992.
 RD0416.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 RD0416.was located on a no-check spur therefore a value was not computed.
 RD0416.No vertical observational check was made to the station.
 RD0416
 RD0416.The geoid height was determined by GEOID03.
 RD0416
 RD0416.The dynamic height is computed by dividing the NAVD 88
 RD0416.geopotential number by the normal gravity value computed on the
 RD0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0416.degrees latitude (g = 980.6199 gals.).
 RD0416
 RD0416.The modeled gravity was interpolated from observed gravity values.
 RD0416
 RD0416;                    North         East    Units  Estimated Accuracy
 RD0416;SPC OR N     -   215,200.    2,325,090.      MT  (+/- 180 meters Scaled)
 RD0416
 RD0416                          SUPERSEDED SURVEY CONTROL
 RD0416
 RD0416  NGVD 29 (??/??/92)   18.733  (m)           61.46   (f) ADJ UNCH    1 2
 RD0416
 RD0416.Superseded values are not recommended for survey control.
 RD0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0416.See file dsdata.txt to determine how the superseded data were derived.
 RD0416
 RD0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER201475(NAD 83)
 RD0416_MARKER: DD = SURVEY DISK
 RD0416_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RD0416_SP_SET: ABUTMENT
 RD0416_STAMPING: 61.335 1915
 RD0416_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RD0416
 RD0416  HISTORY     - Date     Condition        Report By
 RD0416  HISTORY     - 1915     MONUMENTED       USGS
 RD0416  HISTORY     - 1961     MARK NOT FOUND   NGS
 RD0416  HISTORY     - 19940420 MARK NOT FOUND   USPSQD
 RD0416
 RD0416                          STATION DESCRIPTION
 RD0416
 RD0416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RD0416'IN PORTLAND.
 RD0416'IN TOP OF THE SOUTHWEST ABUTMENT OF THE SPOKANE, PORTLAND AND SEATTLE
 RD0416'RAILWAY BRIDGE OVER THE WILLAMETTE RIVER, AND ON THE EAST RIVER BANK.
 RD0416'THIS MARK WAS NOT FOUND.  THERE IS NOW A CITY OF PORTLAND BENCH MARK
 RD0416'NEAR THIS LOCATION, IT IS STAMPED 2140.
 RD0416
 RD0416                          STATION RECOVERY (1994)
 RD0416
 RD0416'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD0416'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0183 ***********************************************************************
 PA0183  DESIGNATION -  B 320
 PA0183  PID         -  PA0183
 PA0183  STATE/COUNTY-  OR/HARNEY
 PA0183  USGS QUAD   -  NEW PRINCETON (1990)
 PA0183
 PA0183                         *CURRENT SURVEY CONTROL
 PA0183  ___________________________________________________________________
 PA0183* NAD 83(1986)-  43 15 44.     (N)    118 37 18.     (W)     SCALED    
 PA0183* NAVD 88     -      1255.430  (meters)    4118.86   (feet)  ADJUSTED  
 PA0183  ___________________________________________________________________
 PA0183  GEOID HEIGHT-         -18.92  (meters)                     GEOID03
 PA0183  DYNAMIC HT  -        1254.798 (meters)    4116.78  (feet)  COMP
 PA0183  MODELED GRAV-     980,073.2   (mgal)                       NAVD 88
 PA0183
 PA0183  VERT ORDER  -  SECOND    CLASS 0
 PA0183
 PA0183.The horizontal coordinates were scaled from a topographic map and have
 PA0183.an estimated accuracy of +/- 6 seconds.
 PA0183
 PA0183.The orthometric height was determined by differential leveling
 PA0183.and adjusted in June 1991.
 PA0183
 PA0183.The geoid height was determined by GEOID03.
 PA0183
 PA0183.The dynamic height is computed by dividing the NAVD 88
 PA0183.geopotential number by the normal gravity value computed on the
 PA0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0183.degrees latitude (g = 980.6199 gals.).
 PA0183
 PA0183.The modeled gravity was interpolated from observed gravity values.
 PA0183
 PA0183;                    North         East    Units  Estimated Accuracy
 PA0183;SPC OR S     -   178,950.    1,652,480.      MT  (+/- 180 meters Scaled)
 PA0183
 PA0183                          SUPERSEDED SURVEY CONTROL
 PA0183
 PA0183  NGVD 29 (??/??/92) 1254.269  (m)         4115.05   (f) ADJ UNCH    2 0
 PA0183
 PA0183.Superseded values are not recommended for survey control.
 PA0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0183.See file dsdata.txt to determine how the superseded data were derived.
 PA0183
 PA0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH683912(NAD 83)
 PA0183_MARKER: DB = BENCH MARK DISK
 PA0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PA0183_STAMPING: 4115 B 320 1934
 PA0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0183+STABILITY: SURFACE MOTION
 PA0183
 PA0183  HISTORY     - Date     Condition        Report By
 PA0183  HISTORY     - 1934     MONUMENTED       CGS
 PA0183
 PA0183                          STATION DESCRIPTION
 PA0183
 PA0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PA0183'3.7 MI W FROM PRINCETON.
 PA0183'3.4 MILES WEST OF POST OFFICE AT PRINCETON, ON THE PRINCETON-NARROWS
 PA0183'ROAD, 2 MILES WEST OF THE PRINCETON-CRANE ROAD, AT THE INTERSECTION OF
 PA0183'THE DIAMOND ROAD, 36 FEET EAST OF FENCE CORNER AND 30 FEET NORTH OF
 PA0183'CENTERLINE OF ROAD.  STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0067 ***********************************************************************
 PA0067  DESIGNATION -  B 326
 PA0067  PID         -  PA0067
 PA0067  STATE/COUNTY-  OR/MALHEUR
 PA0067  USGS QUAD   -  PETES MOUNTAIN (1990)
 PA0067
 PA0067                         *CURRENT SURVEY CONTROL
 PA0067  ___________________________________________________________________
 PA0067* NAD 83(1986)-  43 46 15.     (N)    118 09 54.     (W)     SCALED    
 PA0067* NAVD 88     -       987.801  (meters)    3240.81   (feet)  ADJUSTED  
 PA0067  ___________________________________________________________________
 PA0067  GEOID HEIGHT-         -18.28  (meters)                     GEOID03
 PA0067  DYNAMIC HT  -         987.384 (meters)    3239.44  (feet)  COMP
 PA0067  MODELED GRAV-     980,164.3   (mgal)                       NAVD 88
 PA0067
 PA0067  VERT ORDER  -  FIRST     CLASS II
 PA0067
 PA0067.The horizontal coordinates were scaled from a topographic map and have
 PA0067.an estimated accuracy of +/- 6 seconds.
 PA0067
 PA0067.The orthometric height was determined by differential leveling
 PA0067.and adjusted in June 1991.
 PA0067
 PA0067.The geoid height was determined by GEOID03.
 PA0067
 PA0067.The dynamic height is computed by dividing the NAVD 88
 PA0067.geopotential number by the normal gravity value computed on the
 PA0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0067.degrees latitude (g = 980.6199 gals.).
 PA0067
 PA0067.The modeled gravity was interpolated from observed gravity values.
 PA0067
 PA0067;                    North         East    Units  Estimated Accuracy
 PA0067;SPC OR S     -   236,360.    1,687,970.      MT  (+/- 180 meters Scaled)
 PA0067
 PA0067                          SUPERSEDED SURVEY CONTROL
 PA0067
 PA0067  NGVD 29 (??/??/92)  986.688  (m)         3237.16   (f) ADJ UNCH    1 2
 PA0067
 PA0067.Superseded values are not recommended for survey control.
 PA0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0067.See file dsdata.txt to determine how the superseded data were derived.
 PA0067
 PA0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ062470(NAD 83)
 PA0067_MARKER: DB = BENCH MARK DISK
 PA0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PA0067_STAMPING: B 326 1934
 PA0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0067+STABILITY: SURFACE MOTION
 PA0067
 PA0067  HISTORY     - Date     Condition        Report By
 PA0067  HISTORY     - 1934     MONUMENTED       CGS
 PA0067  HISTORY     - 1943     GOOD             NGS
 PA0067
 PA0067                          STATION DESCRIPTION
 PA0067
 PA0067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PA0067'5.55 MI W FROM JUNTURA.
 PA0067'ABOUT 5.55 MILES WEST ALONG U.S. HIGHWAY 20 FROM THE STATION AT
 PA0067'JUNTURA, MALHEUR COUNTY, AT HIGHWAY MILAGE 184.35, ON THE SOUTH SIDE
 PA0067'OF A HILL, 400 FEET NORTHEAST OF THE CENTER OF THE HIGHWAY, 20 FEET
 PA0067'HIGHER THAN THE HIGHWAY, 3.6 FEET SOUTHWEST OF A 3 INCH JUNIPER TREE
 PA0067'AND 1.9 FEET SOUTHWEST OF A REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0873 ***********************************************************************
 RB0873  DESIGNATION -  B 327
 RB0873  PID         -  RB0873
 RB0873  STATE/COUNTY-  OR/MORROW
 RB0873  USGS QUAD   -  LEXINGTON (1968)
 RB0873
 RB0873                         *CURRENT SURVEY CONTROL
 RB0873  ___________________________________________________________________
 RB0873* NAD 83(1986)-  45 28 26.     (N)    119 40 40.     (W)     SCALED    
 RB0873* NAVD 88     -       505.711  (meters)    1659.15   (feet)  ADJUSTED  
 RB0873  ___________________________________________________________________
 RB0873  GEOID HEIGHT-         -21.14  (meters)                     GEOID03
 RB0873  DYNAMIC HT  -         505.655 (meters)    1658.97  (feet)  COMP
 RB0873  MODELED GRAV-     980,489.4   (mgal)                       NAVD 88
 RB0873
 RB0873  VERT ORDER  -  SECOND    CLASS 0
 RB0873
 RB0873.The horizontal coordinates were scaled from a topographic map and have
 RB0873.an estimated accuracy of +/- 6 seconds.
 RB0873
 RB0873.The orthometric height was determined by differential leveling
 RB0873.and adjusted in June 1991.
 RB0873
 RB0873.The geoid height was determined by GEOID03.
 RB0873
 RB0873.The dynamic height is computed by dividing the NAVD 88
 RB0873.geopotential number by the normal gravity value computed on the
 RB0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0873.degrees latitude (g = 980.6199 gals.).
 RB0873
 RB0873.The modeled gravity was interpolated from observed gravity values.
 RB0873
 RB0873;                    North         East    Units  Estimated Accuracy
 RB0873;SPC OR N     -   201,150.    2,564,290.      MT  (+/- 180 meters Scaled)
 RB0873
 RB0873                          SUPERSEDED SURVEY CONTROL
 RB0873
 RB0873  NGVD 29 (??/??/92)  504.670  (m)         1655.74   (f) ADJ UNCH    2 0
 RB0873
 RB0873.Superseded values are not recommended for survey control.
 RB0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0873.See file dsdata.txt to determine how the superseded data were derived.
 RB0873
 RB0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKL906390(NAD 83)
 RB0873_MARKER: DD = SURVEY DISK
 RB0873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0873_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0873_STAMPING: B 327 1947
 RB0873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0873+STABILITY: SURFACE MOTION
 RB0873
 RB0873  HISTORY     - Date     Condition        Report By
 RB0873  HISTORY     - 1947     MONUMENTED       ORDT
 RB0873  HISTORY     - 1959     GOOD             NGS
 RB0873
 RB0873                          STATION DESCRIPTION
 RB0873
 RB0873'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RB0873'2.05 MI N FROM LEXINGTON.
 RB0873'2.05 MILES NORTH ALONG STATE HIGHWAY 207 FROM THE PUBLIC SCHOOL AT
 RB0873'LEXINGTON, 0.35 MILE SOUTH OF THE JUNCTION OF A GRAVEL ROAD NORTH,
 RB0873'0.05 MILE NORTH OF MILEPOST 2, 26 1/2 FEET EAST OF THE CENTER LINE OF
 RB0873'THE HIGHWAY, 78 1/2 FEET SOUTH OF A POWER POLE, 1.2 FEET WEST OF A
 RB0873'FENCE, 0.6 FOOT WEST OF A WITNESS POST, ABOUT 2 1/2 FEET HIGHER THAN
 RB0873'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0313 ***********************************************************************
 RB0313  DESIGNATION -  B 33
 RB0313  PID         -  RB0313
 RB0313  STATE/COUNTY-  OR/UMATILLA
 RB0313  USGS QUAD   -  BRIDGE CREEK (1995)
 RB0313
 RB0313                         *CURRENT SURVEY CONTROL
 RB0313  ___________________________________________________________________
 RB0313* NAD 83(1986)-  45 04 59.     (N)    118 56 21.     (W)     SCALED    
 RB0313* NAVD 88     -      1259.025  (meters)    4130.65   (feet)  ADJUSTED  
 RB0313  ___________________________________________________________________
 RB0313  GEOID HEIGHT-         -18.30  (meters)                     GEOID03
 RB0313  DYNAMIC HT  -        1258.687 (meters)    4129.54  (feet)  COMP
 RB0313  MODELED GRAV-     980,303.1   (mgal)                       NAVD 88
 RB0313
 RB0313  VERT ORDER  -  FIRST     CLASS II
 RB0313
 RB0313.The horizontal coordinates were scaled from a topographic map and have
 RB0313.an estimated accuracy of +/- 6 seconds.
 RB0313
 RB0313.The orthometric height was determined by differential leveling
 RB0313.and adjusted in June 1991.
 RB0313
 RB0313.The geoid height was determined by GEOID03.
 RB0313
 RB0313.The dynamic height is computed by dividing the NAVD 88
 RB0313.geopotential number by the normal gravity value computed on the
 RB0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0313.degrees latitude (g = 980.6199 gals.).
 RB0313
 RB0313.The modeled gravity was interpolated from observed gravity values.
 RB0313
 RB0313;                    North         East    Units  Estimated Accuracy
 RB0313;SPC OR N     -   158,580.    2,622,870.      MT  (+/- 180 meters Scaled)
 RB0313
 RB0313                          SUPERSEDED SURVEY CONTROL
 RB0313
 RB0313  NGVD 29 (??/??/92) 1257.897  (m)         4126.95   (f) ADJ UNCH    1 2
 RB0313
 RB0313.Superseded values are not recommended for survey control.
 RB0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0313.See file dsdata.txt to determine how the superseded data were derived.
 RB0313
 RB0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK473940(NAD 83)
 RB0313_MARKER: DB = BENCH MARK DISK
 RB0313_SETTING: 80 = SET IN A BOULDER
 RB0313_SP_SET: BOULDER
 RB0313_STAMPING: 4127.164 B 33 1930
 RB0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0313+STABILITY: SURFACE MOTION
 RB0313
 RB0313  HISTORY     - Date     Condition        Report By
 RB0313  HISTORY     - 1930     MONUMENTED       CGS
 RB0313  HISTORY     - 1968     MARK NOT FOUND   NGS
 RB0313
 RB0313                          STATION DESCRIPTION
 RB0313
 RB0313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RB0313'4.6 MI S FROM UKIAH.
 RB0313'ABOUT 4.3 MILES SOUTH ALONG THE OLD UKIAH-DALE ROAD FROM UKIAH,
 RB0313'UMATILLA COUNTY, IN THE FORK OF THE ROAD LEADING EAST TO THE PEARSON
 RB0313'RANGER STATION, 30 FEET SOUTH OF AN EAST AND WEST SECTION LINE ON THE
 RB0313'WEST SIDE OF THE ROAD, 2 FEET FROM A NORTH-AND SOUTH FENCE LINE, AND
 RB0313'IN A LARGE BOULDER ABOUT FLUSH WITH THE GROUND.  A STANDARD DISK,
 RB0313'STAMPED 4127.164 B 33 1930.  (1,257.897 METERS OR 4,126.950 FEET.)
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0750 ***********************************************************************
 NY0750  DESIGNATION -  B 332
 NY0750  PID         -  NY0750
 NY0750  STATE/COUNTY-  OR/LAKE
 NY0750  USGS QUAD   -  LAKE ABERT SOUTH (1968)
 NY0750
 NY0750                         *CURRENT SURVEY CONTROL
 NY0750  ___________________________________________________________________
 NY0750* NAD 83(1991)-  42 32 11.27548(N)    120 13 38.31630(W)     ADJUSTED  
 NY0750* NAVD 88     -      1306.8    (meters)    4287.     (feet)  VERTCON   
 NY0750  ___________________________________________________________________
 NY0750  LAPLACE CORR-          10.21  (seconds)                    DEFLEC99
 NY0750  GEOID HEIGHT-         -20.50  (meters)                     GEOID03
 NY0750  HORZ ORDER  -  SECOND
 NY0750
 NY0750.The horizontal coordinates were established by classical geodetic methods
 NY0750.and adjusted by the National Geodetic Survey in October 1991.
 NY0750
 NY0750.The NAVD 88 height was computed by applying the VERTCON shift value to
 NY0750.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NY0750
 NY0750.The Laplace correction was computed from DEFLEC99 derived deflections.
 NY0750
 NY0750.The geoid height was determined by GEOID03.
 NY0750
 NY0750;                    North         East     Units Scale Factor Converg.
 NY0750;SPC OR S     -    96,656.913 1,522,400.766   MT  0.99995504   +0 11 11.6
 NY0750;SPC OR S     -   317,115.86  4,994,753.17   iFT  0.99995504   +0 11 11.6
 NY0750;UTM  10      - 4,713,068.375   727,696.561   MT  1.00023792   +1 52 31.1
 NY0750
 NY0750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NY0750!SPC OR S     -   0.99979831  x   0.99995504  =   0.99975336
 NY0750!UTM  10      -   0.99979831  x   1.00023792  =   1.00003618
 NY0750
 NY0750:                Primary Azimuth Mark                     Grid Az
 NY0750:SPC OR S     -  B 332 AZ MK                              050 51 51.4
 NY0750:UTM  10      -  B 332 AZ MK                              049 10 31.9
 NY0750
 NY0750|---------------------------------------------------------------------|
 NY0750| PID    Reference Object                     Distance      Geod. Az  |
 NY0750|                                                           dddmmss.s |
 NY0750| CD6708 B 332 AZ MK                                        0510303.0 |
 NY0750| CD6709 B 332 RM 1                           14.596 METERS 08711     |
 NY0750| CD6710 B 332 RM 2                           11.827 METERS 15021     |
 NY0750|---------------------------------------------------------------------|
 NY0750
 NY0750                          SUPERSEDED SURVEY CONTROL
 NY0750
 NY0750  NAD 83(1986)-  42 32 11.28144(N)    120 13 38.31408(W) AD(       ) 2
 NY0750  NAD 27      -  42 32 11.71800(N)    120 13 34.46000(W) AD(       ) 2
 NY0750  NGVD 29 (07/19/86) 1305.6    (m)         4283.     (f) VERT ANG    3  
 NY0750
 NY0750.Superseded values are not recommended for survey control.
 NY0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0750.See file dsdata.txt to determine how the superseded data were derived.
 NY0750
 NY0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGN2769713068(NAD 83)
 NY0750_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NY0750_SETTING: 80 = SET IN A BOULDER
 NY0750_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 NY0750
 NY0750  HISTORY     - Date     Condition        Report By
 NY0750  HISTORY     - 1948     MONUMENTED       ORDT
 NY0750
 NY0750                          STATION DESCRIPTION
 NY0750
 NY0750'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1948 (MTP)
 NY0750'THE STATION IS LOCATED ALONG U.S. HIGHWAY 395, ABOUT 4.7 MILES
 NY0750'NORTHEAST OF VALLEY FALLS, ON THE SMOOTH GRASSY SLOPE EAST OF THE
 NY0750'HIGHWAY, NEAR THE SOUTH END OF ABERT LAKE.  THE STATION MARK IS
 NY0750'SET IN A 1X3 FOOT BOULDER PROJECTING 20 INCHES ABOVE THE
 NY0750'SURFACE.  THE MARK IS 3 FEET WEST OF A U.S.BM WITNESS POST, AND
 NY0750'56 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 395.  THE MARK IS
 NY0750'STAMPED BM B 332 1932.
 NY0750'
 NY0750'REFERENCE MARK NO 1 IS SET IN AN OUTCROP LEVEL WITH THE
 NY0750'GROUND.  THE MARK IS 46 FEET EAST OF A U.S.BM WITNESS POST.  THE
 NY0750'MARK IS STAMPED BM B332 NO 1 1948.
 NY0750'
 NY0750'REFERENCE MARK NO 2 IS SET IN A BOULDER PROJECTING 14 INCHES
 NY0750'ABOVE THE SURFACE.  THE MARK IS 37 FEET EAST OF A U.S.BM WITNESS
 NY0750'POST.  THE MARK IS STAMPED BM B332 NO 2 1948.
 NY0750'
 NY0750'THE AZIMUTH MARK IS SET IN A 4X4 FOOT BOULDER PROJECTING 3
 NY0750'FEET ABOVE THE SURFACE.  THE MARK IS 1 FOOT EAST OF A WITNESS POST,
 NY0750'43 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 395, AND 0.55 MILE
 NY0750'NORTHEAST OF THE STATION.  IT IS STAMPED BM B332 1948.
 NY0750'
 NY0750'TO REACH FROM VALLEY FALLS--GO NORTHEAST ON U.S. HIGHWAY 395 FOR
 NY0750'4.7 MILES TO STATION SITE ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0452 ***********************************************************************
 PC0452  DESIGNATION -  B 335
 PC0452  PID         -  PC0452
 PC0452  STATE/COUNTY-  OR/DOUGLAS
 PC0452  USGS QUAD   -  SUTHERLIN (1988)
 PC0452
 PC0452                         *CURRENT SURVEY CONTROL
 PC0452  ___________________________________________________________________
 PC0452* NAD 83(1986)-  43 23 10.     (N)    123 21 38.     (W)     SCALED    
 PC0452* NAVD 88     -       139.150  (meters)     456.53   (feet)  ADJUSTED  
 PC0452  ___________________________________________________________________
 PC0452  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 PC0452  DYNAMIC HT  -         139.125 (meters)     456.45  (feet)  COMP
 PC0452  MODELED GRAV-     980,435.8   (mgal)                       NAVD 88
 PC0452
 PC0452  VERT ORDER  -  SECOND    CLASS 0
 PC0452
 PC0452.The horizontal coordinates were scaled from a topographic map and have
 PC0452.an estimated accuracy of +/- 6 seconds.
 PC0452
 PC0452.The orthometric height was determined by differential leveling
 PC0452.and adjusted in June 1991.
 PC0452
 PC0452.The geoid height was determined by GEOID03.
 PC0452
 PC0452.The dynamic height is computed by dividing the NAVD 88
 PC0452.geopotential number by the normal gravity value computed on the
 PC0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0452.degrees latitude (g = 980.6199 gals.).
 PC0452
 PC0452.The modeled gravity was interpolated from observed gravity values.
 PC0452
 PC0452;                    North         East    Units  Estimated Accuracy
 PC0452;SPC OR S     -   194,960.    1,268,280.      MT  (+/- 180 meters Scaled)
 PC0452
 PC0452                          SUPERSEDED SURVEY CONTROL
 PC0452
 PC0452  NGVD 29 (??/??/92)  138.079  (m)          453.01   (f) ADJ UNCH    2 0
 PC0452
 PC0452.Superseded values are not recommended for survey control.
 PC0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0452.See file dsdata.txt to determine how the superseded data were derived.
 PC0452
 PC0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP707037(NAD 83)
 PC0452_MARKER: DD = SURVEY DISK
 PC0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PC0452_STAMPING: 452 B 335 1934
 PC0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0452+STABILITY: SURFACE MOTION
 PC0452_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PC0452+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2004
 PC0452
 PC0452  HISTORY     - Date     Condition        Report By
 PC0452  HISTORY     - 1934     MONUMENTED       ORDT
 PC0452  HISTORY     - 1962     GOOD             NGS
 PC0452  HISTORY     - 20040423 GOOD             ORBITE
 PC0452
 PC0452                          STATION DESCRIPTION
 PC0452
 PC0452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 PC0452'2.1 MI W FROM SUTHERLIN.
 PC0452'REACHED FROM THE SOUTHER PACIFIC RAILWAY STATION AT SUTHERLIN GO WEST
 PC0452'ON THE UMPQUA ROAD FOR ABOUT 2.1 MILES TO A T-ROAD ON THE RIGHT GOING
 PC0452'TO THE NORTH, BENCH MARK IS 24 FEET SOUTH OF THE CENTER LINE OF THE
 PC0452'EAST-WEST ROAD AND ABOUT IN THE CENTER LINE OF THE ROAD GOING TO THE
 PC0452'NORTH, ABOUT THE SAME ELEVATION AS THE CENTER LINES OF THE ROADS, 6
 PC0452'FEET WEST OF A T-FENCE CORNER POST, 1 FOOT NORTH OF A FENCE, AND 0.5
 PC0452'FOOT WEST OF A METAL WITNESS POST.
 PC0452
 PC0452                          STATION RECOVERY (2004)
 PC0452
 PC0452'RECOVERY NOTE BY ORBITECH INC 2004 (SHG)
 PC0452'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0365 ***********************************************************************
 QD0365  DESIGNATION -  B 336
 QD0365  PID         -  QD0365
 QD0365  STATE/COUNTY-  OR/CROOK
 QD0365  USGS QUAD   -  GRIZZLY MTN (1992)
 QD0365
 QD0365                         *CURRENT SURVEY CONTROL
 QD0365  ___________________________________________________________________
 QD0365* NAD 83(1986)-  44 23 08.     (N)    120 56 20.     (W)     SCALED    
 QD0365* NAVD 88     -       904.864  (meters)    2968.71   (feet)  ADJUSTED  
 QD0365  ___________________________________________________________________
 QD0365  GEOID HEIGHT-         -20.65  (meters)                     GEOID03
 QD0365  DYNAMIC HT  -         904.576 (meters)    2967.76  (feet)  COMP
 QD0365  MODELED GRAV-     980,269.0   (mgal)                       NAVD 88
 QD0365
 QD0365  VERT ORDER  -  SECOND    CLASS 0
 QD0365
 QD0365.The horizontal coordinates were scaled from a topographic map and have
 QD0365.an estimated accuracy of +/- 6 seconds.
 QD0365
 QD0365.The orthometric height was determined by differential leveling
 QD0365.and adjusted in June 1991.
 QD0365
 QD0365.The geoid height was determined by GEOID03.
 QD0365
 QD0365.The dynamic height is computed by dividing the NAVD 88
 QD0365.geopotential number by the normal gravity value computed on the
 QD0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0365.degrees latitude (g = 980.6199 gals.).
 QD0365
 QD0365.The modeled gravity was interpolated from observed gravity values.
 QD0365
 QD0365;                    North         East    Units  Estimated Accuracy
 QD0365;SPC OR S     -   302,140.    1,465,020.      MT  (+/- 180 meters Scaled)
 QD0365
 QD0365                          SUPERSEDED SURVEY CONTROL
 QD0365
 QD0365  NGVD 29 (??/??/92)  903.742  (m)         2965.03   (f) ADJ UNCH    2 0
 QD0365
 QD0365.Superseded values are not recommended for survey control.
 QD0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0365.See file dsdata.txt to determine how the superseded data were derived.
 QD0365
 QD0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ641167(NAD 83)
 QD0365_MARKER: DB = BENCH MARK DISK
 QD0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD0365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QD0365_STAMPING: B 336 1942
 QD0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0365+STABILITY: SURFACE MOTION
 QD0365
 QD0365  HISTORY     - Date     Condition        Report By
 QD0365  HISTORY     - 1942     MONUMENTED       CGS
 QD0365  HISTORY     - 1959     MARK NOT FOUND   NGS
 QD0365
 QD0365                          STATION DESCRIPTION
 QD0365
 QD0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QD0365'6.2 MI NW FROM PRINEVILLE.
 QD0365'ALONG OREGON STATE HIGHWAY NO. 27 FROM THE RAILROAD STATION, 27 FEET
 QD0365'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 26 FEET NORTHWEST OF AN
 QD0365'IRRIGATION DITCH, 2 FEET WEST OF A FENCE LINE, A WITNESS POST HAS BEEN
 QD0365'SET.
 QD0365
 QD0365                          STATION RECOVERY (1959)
 QD0365
 QD0365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 QD0365'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0521 ***********************************************************************
 RB0521  DESIGNATION -  B 338
 RB0521  PID         -  RB0521
 RB0521  STATE/COUNTY-  OR/UMATILLA
 RB0521  USGS QUAD   -  JUNIPER (1993)
 RB0521
 RB0521                         *CURRENT SURVEY CONTROL
 RB0521  ___________________________________________________________________
 RB0521* NAD 83(1986)-  45 57 27.     (N)    119 02 15.     (W)     SCALED    
 RB0521* NAVD 88     -       107.548  (meters)     352.85   (feet)  ADJUSTED  
 RB0521  ___________________________________________________________________
 RB0521  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 RB0521  DYNAMIC HT  -         107.547 (meters)     352.84  (feet)  COMP
 RB0521  MODELED GRAV-     980,604.0   (mgal)                       NAVD 88
 RB0521
 RB0521  VERT ORDER  -  FIRST     CLASS I
 RB0521
 RB0521.The horizontal coordinates were scaled from a topographic map and have
 RB0521.an estimated accuracy of +/- 6 seconds.
 RB0521
 RB0521.The orthometric height was determined by differential leveling
 RB0521.and adjusted in June 1991.
 RB0521.WARNING-Repeat measurements at this control monument indicate possible
 RB0521.vertical movement.
 RB0521
 RB0521.The geoid height was determined by GEOID03.
 RB0521
 RB0521.The dynamic height is computed by dividing the NAVD 88
 RB0521.geopotential number by the normal gravity value computed on the
 RB0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0521.degrees latitude (g = 980.6199 gals.).
 RB0521
 RB0521.The modeled gravity was interpolated from observed gravity values.
 RB0521
 RB0521;                    North         East    Units  Estimated Accuracy
 RB0521;SPC OR N     -   255,600.    2,613,370.      MT  (+/- 180 meters Scaled)
 RB0521
 RB0521                          SUPERSEDED SURVEY CONTROL
 RB0521
 RB0521  NGVD 29 (??/??/92)  106.540  (m)          349.54   (f) ADJ UNCH    1 1
 RB0521
 RB0521.Superseded values are not recommended for survey control.
 RB0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0521.See file dsdata.txt to determine how the superseded data were derived.
 RB0521
 RB0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL421913(NAD 83)
 RB0521_MARKER: DD = SURVEY DISK
 RB0521_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RB0521_SP_SET: BRIDGE
 RB0521_STAMPING: B 338 1951
 RB0521_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RB0521
 RB0521  HISTORY     - Date     Condition        Report By
 RB0521  HISTORY     - 1951     MONUMENTED       DOD
 RB0521  HISTORY     - 1968     GOOD             NGS
 RB0521
 RB0521                          STATION DESCRIPTION
 RB0521
 RB0521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RB0521'15.85 MI NE FROM UMATILLA.
 RB0521'15.85 MILES NORTHEAST ALONG U.S. HIGHWAY 730 FROM THE POST OFFICE AT
 RB0521'UMATILLA, IN THE TOP OF THE CENTER OF THE SOUTH CONCRETE WING WALL OF
 RB0521'UNION PACIFIC RAILROAD BRIDGE 202.17 OVER JUNIPER CANYON, 60 1/2 FEET
 RB0521'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 9.0 FEET SOUTHEAST OF THE
 RB0521'SOUTHEAST RAIL, 2.2 FEET SOUTHWEST OF THE NORTHEAST END OF THE WING
 RB0521'WALL, AND ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0236 ***********************************************************************
 QC0236  DESIGNATION -  B 34
 QC0236  PID         -  QC0236
 QC0236  STATE/COUNTY-  OR/GRANT
 QC0236  USGS QUAD   -  JOHNSON SADDLE (1990)
 QC0236
 QC0236                         *CURRENT SURVEY CONTROL
 QC0236  ___________________________________________________________________
 QC0236* NAD 83(1986)-  44 34 14.     (N)    119 07 26.     (W)     SCALED    
 QC0236* NAVD 88     -      1429.732  (meters)    4690.71   (feet)  ADJUSTED  
 QC0236  ___________________________________________________________________
 QC0236  GEOID HEIGHT-         -18.06  (meters)                     GEOID03
 QC0236  DYNAMIC HT  -        1429.172 (meters)    4688.88  (feet)  COMP
 QC0236  MODELED GRAV-     980,175.5   (mgal)                       NAVD 88
 QC0236
 QC0236  VERT ORDER  -  FIRST     CLASS II
 QC0236
 QC0236.The horizontal coordinates were scaled from a topographic map and have
 QC0236.an estimated accuracy of +/- 6 seconds.
 QC0236
 QC0236.The orthometric height was determined by differential leveling
 QC0236.and adjusted in June 1991.
 QC0236
 QC0236.The geoid height was determined by GEOID03.
 QC0236
 QC0236.The dynamic height is computed by dividing the NAVD 88
 QC0236.geopotential number by the normal gravity value computed on the
 QC0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0236.degrees latitude (g = 980.6199 gals.).
 QC0236
 QC0236.The modeled gravity was interpolated from observed gravity values.
 QC0236
 QC0236;                    North         East    Units  Estimated Accuracy
 QC0236;SPC OR N     -   101,370.    2,609,300.      MT  (+/- 180 meters Scaled)
 QC0236
 QC0236                          SUPERSEDED SURVEY CONTROL
 QC0236
 QC0236  NGVD 29 (??/??/92) 1428.500  (m)         4686.67   (f) ADJ UNCH    1 2
 QC0236
 QC0236.Superseded values are not recommended for survey control.
 QC0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0236.See file dsdata.txt to determine how the superseded data were derived.
 QC0236
 QC0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK313374(NAD 83)
 QC0236_MARKER: DB = BENCH MARK DISK
 QC0236_SETTING: 80 = SET IN A BOULDER
 QC0236_SP_SET: BEDROCK
 QC0236_STAMPING: 4686.933 B34 1930
 QC0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0236+STABILITY: SURFACE MOTION
 QC0236
 QC0236  HISTORY     - Date     Condition        Report By
 QC0236  HISTORY     - 1930     MONUMENTED       CGS
 QC0236  HISTORY     - 1967     GOOD             NGS
 QC0236  HISTORY     - 1987     GOOD             USPSQD
 QC0236  HISTORY     - 20041118 GOOD             ORDT
 QC0236
 QC0236                          STATION DESCRIPTION
 QC0236
 QC0236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 QC0236'5.8 MI S FROM FOX.
 QC0236'5.8 MILES SOUTH ALONG U.S. HIGHWAY 395 FROM THE POST OFFICE AT FOX,
 QC0236'0.3 MILE SOUTHEAST OF MILE POST NO. 104, 400 FEET WEST OF THE ENTRANCE
 QC0236'TO MALHEUR NATIONAL FOREST, 250 FEET EAST OF A GRAVELED SIDE ROAD TO
 QC0236'BLACK BUTTE L.O., 100 FEET SOUTH AND ACROSS THE HIGHWAY FROM A LARGE
 QC0236'BARN, 84 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 80 FEET
 QC0236'SOUTHEAST OF A T FENCE CORNER AND 34 FEET SOUTH OF THE RIGHT-OF-WAY
 QC0236'FENCE CEMENTED IN A DRILL HOLE IN A MASSIVE BEDROCK THAT PROJECTS 3
 QC0236'FEET.  THE LETTERS B M WERE PAINTED ON THE NORTH FACE OF THE BOULDER.
 QC0236
 QC0236                          STATION RECOVERY (1987)
 QC0236
 QC0236'RECOVERY NOTE BY US POWER SQUADRON 1987 (RCC)
 QC0236'RECOVERED IN GOOD CONDITION.
 QC0236
 QC0236                          STATION RECOVERY (2004)
 QC0236
 QC0236'RECOVERY NOTE BY OREGON DEPARTMENT OF TRANSPORTATION 2004 (MAS)
 QC0236'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0442 ***********************************************************************
 RC0442  DESIGNATION -  B 341
 RC0442  PID         -  RC0442
 RC0442  STATE/COUNTY-  OR/SHERMAN
 RC0442  USGS QUAD   -  MACKEN CANYON (1970)
 RC0442
 RC0442                         *CURRENT SURVEY CONTROL
 RC0442  ___________________________________________________________________
 RC0442* NAD 83(1986)-  45 06 46.     (N)    120 39 58.     (W)     SCALED    
 RC0442* NAVD 88     -       833.091  (meters)    2733.23   (feet)  ADJUSTED  
 RC0442  ___________________________________________________________________
 RC0442  GEOID HEIGHT-         -20.72  (meters)                     GEOID03
 RC0442  DYNAMIC HT  -         832.920 (meters)    2732.67  (feet)  COMP
 RC0442  MODELED GRAV-     980,382.6   (mgal)                       NAVD 88
 RC0442
 RC0442  VERT ORDER  -  FIRST     CLASS II
 RC0442
 RC0442.The horizontal coordinates were scaled from a topographic map and have
 RC0442.an estimated accuracy of +/- 6 seconds.
 RC0442
 RC0442.The orthometric height was determined by differential leveling
 RC0442.and adjusted in June 1991.
 RC0442
 RC0442.The geoid height was determined by GEOID03.
 RC0442
 RC0442.The dynamic height is computed by dividing the NAVD 88
 RC0442.geopotential number by the normal gravity value computed on the
 RC0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0442.degrees latitude (g = 980.6199 gals.).
 RC0442
 RC0442.The modeled gravity was interpolated from observed gravity values.
 RC0442
 RC0442;                    North         East    Units  Estimated Accuracy
 RC0442;SPC OR N     -   160,710.    2,486,930.      MT  (+/- 180 meters Scaled)
 RC0442
 RC0442                          SUPERSEDED SURVEY CONTROL
 RC0442
 RC0442  NGVD 29 (??/??/92)  832.022  (m)         2729.73   (f) ADJ UNCH    1 2
 RC0442
 RC0442.Superseded values are not recommended for survey control.
 RC0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0442.See file dsdata.txt to determine how the superseded data were derived.
 RC0442
 RC0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ835981(NAD 83)
 RC0442_MARKER: DB = BENCH MARK DISK
 RC0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC0442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC0442_STAMPING: B-341 1937
 RC0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0442+STABILITY: SURFACE MOTION
 RC0442
 RC0442  HISTORY     - Date     Condition        Report By
 RC0442  HISTORY     - 1937     MONUMENTED       CGS
 RC0442  HISTORY     - 1970     MARK NOT FOUND   NGS
 RC0442  HISTORY     - 1987     MARK NOT FOUND   NGS
 RC0442
 RC0442                          STATION DESCRIPTION
 RC0442
 RC0442'DESCRIBED BY COAST AND GEODETIC SURVEY 1937
 RC0442'1.4 MI SE FROM WILCOX.
 RC0442'1.4 MILES SOUTHEAST OF WILCOX STATION SIGN 325 FEET EAST OF
 RC0442'OREGON-WASHINGTON RAILROAD AND NAVIGATION CO. TRACK, AT CROSSING, 250
 RC0442'FEET EAST OF INTERSECTION OF SECTION LINE ROADS, 48 FEET SOUTH OF OLD
 RC0442'ABANDON SCHOOL HOUSE, 13 FEET NORTH OF CENTER LINE OF R ROAD, SET ON
 RC0442'WEST END OF OLD CONCRETE CISTERN, 1.7 FEET ABOVE GROUND.
 RC0442
 RC0442                          STATION RECOVERY (1970)
 RC0442
 RC0442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 RC0442'MARK NOT FOUND.
 RC0442
 RC0442                          STATION RECOVERY (1987)
 RC0442
 RC0442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RC0442'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0028 ***********************************************************************
 OA0028  DESIGNATION -  B 342
 OA0028  PID         -  OA0028
 OA0028  STATE/COUNTY-  OR/CURRY
 OA0028  USGS QUAD   -  AGNESS (1989)
 OA0028
 OA0028                         *CURRENT SURVEY CONTROL
 OA0028  ___________________________________________________________________
 OA0028* NAD 83(1986)-  42 33 24.     (N)    124 04 10.     (W)     SCALED    
 OA0028* NAVD 88     -        57.783  (meters)     189.58   (feet)  ADJUSTED  
 OA0028  ___________________________________________________________________
 OA0028  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 OA0028  DYNAMIC HT  -          57.766 (meters)     189.52  (feet)  COMP
 OA0028  MODELED GRAV-     980,344.2   (mgal)                       NAVD 88
 OA0028
 OA0028  VERT ORDER  -  SECOND    CLASS 0
 OA0028
 OA0028.The horizontal coordinates were scaled from a topographic map and have
 OA0028.an estimated accuracy of +/- 6 seconds.
 OA0028
 OA0028.The orthometric height was determined by differential leveling
 OA0028.and adjusted in June 1991.
 OA0028
 OA0028.The geoid height was determined by GEOID03.
 OA0028
 OA0028.The dynamic height is computed by dividing the NAVD 88
 OA0028.geopotential number by the normal gravity value computed on the
 OA0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0028.degrees latitude (g = 980.6199 gals.).
 OA0028
 OA0028.The modeled gravity was interpolated from observed gravity values.
 OA0028
 OA0028;                    North         East    Units  Estimated Accuracy
 OA0028;SPC OR S     -   105,110.    1,206,960.      MT  (+/- 180 meters Scaled)
 OA0028
 OA0028                          SUPERSEDED SURVEY CONTROL
 OA0028
 OA0028  NGVD 29 (??/??/92)   56.699  (m)          186.02   (f) ADJ UNCH    2 0
 OA0028
 OA0028.Superseded values are not recommended for survey control.
 OA0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0028.See file dsdata.txt to determine how the superseded data were derived.
 OA0028
 OA0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN122121(NAD 83)
 OA0028_MARKER: DB = BENCH MARK DISK
 OA0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OA0028_STAMPING: B 342 1942
 OA0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0028+STABILITY: SURFACE MOTION
 OA0028
 OA0028  HISTORY     - Date     Condition        Report By
 OA0028  HISTORY     - 1942     MONUMENTED       CGS
 OA0028  HISTORY     - 1964     GOOD             NGS
 OA0028
 OA0028                          STATION DESCRIPTION
 OA0028
 OA0028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 OA0028'IN AGNESS.
 OA0028'AT AGNESS, 0.05 MILE EAST OF THE POST OFFICE, 37 FEET SOUTH OF A Y
 OA0028'JUNCTION AND A TRAIL, 17 FEET SOUTHEAST OF THE SIGN, ROGUE RIVER
 OA0028'TRAIL, 12 FEET NORTHEAST OF THE CENTER OF THE ROAD, 1 FOOT SOUTH OF A
 OA0028'METAL WITNESS POST AND 2 FEET ABOVE THE LEVEL OF THE ROAD.  IN THE TOP
 OA0028'OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0658 ***********************************************************************
 NZ0658  DESIGNATION -  B 343
 NZ0658  PID         -  NZ0658
 NZ0658  STATE/COUNTY-  OR/JOSEPHINE
 NZ0658  USGS QUAD   -  SILVER PEAK (1989)
 NZ0658
 NZ0658                         *CURRENT SURVEY CONTROL
 NZ0658  ___________________________________________________________________
 NZ0658* NAD 83(1986)-  42 25 47.     (N)    123 53 54.     (W)     SCALED    
 NZ0658* NAVD 88     -      1041.755  (meters)    3417.82   (feet)  ADJUSTED  
 NZ0658  ___________________________________________________________________
 NZ0658  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 NZ0658  DYNAMIC HT  -        1041.262 (meters)    3416.21  (feet)  COMP
 NZ0658  MODELED GRAV-     980,112.4   (mgal)                       NAVD 88
 NZ0658
 NZ0658  VERT ORDER  -  SECOND    CLASS 0
 NZ0658
 NZ0658.The horizontal coordinates were scaled from a topographic map and have
 NZ0658.an estimated accuracy of +/- 6 seconds.
 NZ0658
 NZ0658.The orthometric height was determined by differential leveling
 NZ0658.and adjusted in June 1991.
 NZ0658
 NZ0658.The geoid height was determined by GEOID03.
 NZ0658
 NZ0658.The dynamic height is computed by dividing the NAVD 88
 NZ0658.geopotential number by the normal gravity value computed on the
 NZ0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0658.degrees latitude (g = 980.6199 gals.).
 NZ0658
 NZ0658.The modeled gravity was interpolated from observed gravity values.
 NZ0658
 NZ0658;                    North         East    Units  Estimated Accuracy
 NZ0658;SPC OR S     -    90,440.    1,220,430.      MT  (+/- 180 meters Scaled)
 NZ0658
 NZ0658                          SUPERSEDED SURVEY CONTROL
 NZ0658
 NZ0658  NGVD 29 (??/??/92) 1040.711  (m)         3414.40   (f) ADJ UNCH    2 0
 NZ0658
 NZ0658.Superseded values are not recommended for survey control.
 NZ0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0658.See file dsdata.txt to determine how the superseded data were derived.
 NZ0658
 NZ0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM261978(NAD 83)
 NZ0658_MARKER: DB = BENCH MARK DISK
 NZ0658_SETTING: 66 = SET IN ROCK OUTCROP
 NZ0658_SP_SET: ROCK OUTCROP
 NZ0658_STAMPING: B 343 1942
 NZ0658_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NZ0658+STABILITY: POSITION/ELEVATION WELL
 NZ0658
 NZ0658  HISTORY     - Date     Condition        Report By
 NZ0658  HISTORY     - 1942     MONUMENTED       CGS
 NZ0658
 NZ0658                          STATION DESCRIPTION
 NZ0658
 NZ0658'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NZ0658'20.8 MI SE FROM AGNESS.
 NZ0658'ALONG A ROAD AND THE ILLINOIS RIVER TRAIL, 120 FEET SOUTHEAST OF TRAIL
 NZ0658'SIGN.  AGNESS 20 MILES.  BRIGGS CREEK 10 MILES.  44 FEET WEST OF A
 NZ0658'14-INCH TRIANGULAR-BLAZED PINE TREE, 3 FEET SOUTH OF CENTER LINE OF
 NZ0658'TRAIL, 1 FOOT NORTH OF A ROCK CLIFF.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0728 ***********************************************************************
 NZ0728  DESIGNATION -  B 344
 NZ0728  PID         -  NZ0728
 NZ0728  STATE/COUNTY-  OR/CURRY
 NZ0728  USGS QUAD   -  MARIAL (1989)
 NZ0728
 NZ0728                         *CURRENT SURVEY CONTROL
 NZ0728  ___________________________________________________________________
 NZ0728* NAD 83(1986)-  42 41 49.     (N)    123 54 27.     (W)     SCALED    
 NZ0728* NAVD 88     -       115.425  (meters)     378.69   (feet)  ADJUSTED  
 NZ0728  ___________________________________________________________________
 NZ0728  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 NZ0728  DYNAMIC HT  -         115.389 (meters)     378.57  (feet)  COMP
 NZ0728  MODELED GRAV-     980,309.3   (mgal)                       NAVD 88
 NZ0728
 NZ0728  VERT ORDER  -  SECOND    CLASS 0
 NZ0728
 NZ0728.The horizontal coordinates were scaled from a topographic map and have
 NZ0728.an estimated accuracy of +/- 6 seconds.
 NZ0728
 NZ0728.The orthometric height was determined by differential leveling
 NZ0728.and adjusted in June 1991.
 NZ0728
 NZ0728.The geoid height was determined by GEOID03.
 NZ0728
 NZ0728.The dynamic height is computed by dividing the NAVD 88
 NZ0728.geopotential number by the normal gravity value computed on the
 NZ0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0728.degrees latitude (g = 980.6199 gals.).
 NZ0728
 NZ0728.The modeled gravity was interpolated from observed gravity values.
 NZ0728
 NZ0728;                    North         East    Units  Estimated Accuracy
 NZ0728;SPC OR S     -   120,130.    1,220,890.      MT  (+/- 180 meters Scaled)
 NZ0728
 NZ0728                          SUPERSEDED SURVEY CONTROL
 NZ0728
 NZ0728  NGVD 29 (??/??/92)  114.348  (m)          375.16   (f) ADJ UNCH    2 0
 NZ0728
 NZ0728.Superseded values are not recommended for survey control.
 NZ0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0728.See file dsdata.txt to determine how the superseded data were derived.
 NZ0728
 NZ0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN256275(NAD 83)
 NZ0728_MARKER: DB = BENCH MARK DISK
 NZ0728_SETTING: 66 = SET IN ROCK OUTCROP
 NZ0728_SP_SET: ROCK OUTCROP
 NZ0728_STAMPING: B 344 1942
 NZ0728_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NZ0728+STABILITY: POSITION/ELEVATION WELL
 NZ0728
 NZ0728  HISTORY     - Date     Condition        Report By
 NZ0728  HISTORY     - 1942     MONUMENTED       CGS
 NZ0728
 NZ0728                          STATION DESCRIPTION
 NZ0728
 NZ0728'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NZ0728'20.3 MI NE FROM AGNESS.
 NZ0728'ALONG A ROAD AND THE ROGUE RIVER TRAIL, 520 FEET EAST OF 14-MILE
 NZ0728'MARKER, 475 FEET EAST OF KEYSTONE CABIN, 3 FEET NORTH OF CENTER LINE
 NZ0728'OF TRAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0035 ***********************************************************************
 OA0035  DESIGNATION -  B 345
 OA0035  PID         -  OA0035
 OA0035  STATE/COUNTY-  OR/CURRY
 OA0035  USGS QUAD   -  ILLAHE (1989)
 OA0035
 OA0035                         *CURRENT SURVEY CONTROL
 OA0035  ___________________________________________________________________
 OA0035* NAD 83(1986)-  42 38 16.     (N)    124 03 19.     (W)     SCALED    
 OA0035* NAVD 88     -        67.653  (meters)     221.96   (feet)  ADJUSTED  
 OA0035  ___________________________________________________________________
 OA0035  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 OA0035  DYNAMIC HT  -          67.634 (meters)     221.90  (feet)  COMP
 OA0035  MODELED GRAV-     980,342.9   (mgal)                       NAVD 88
 OA0035
 OA0035  VERT ORDER  -  SECOND    CLASS 0
 OA0035
 OA0035.The horizontal coordinates were scaled from a topographic map and have
 OA0035.an estimated accuracy of +/- 6 seconds.
 OA0035
 OA0035.The orthometric height was determined by differential leveling
 OA0035.and adjusted in June 1991.
 OA0035
 OA0035.The geoid height was determined by GEOID03.
 OA0035
 OA0035.The dynamic height is computed by dividing the NAVD 88
 OA0035.geopotential number by the normal gravity value computed on the
 OA0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0035.degrees latitude (g = 980.6199 gals.).
 OA0035
 OA0035.The modeled gravity was interpolated from observed gravity values.
 OA0035
 OA0035;                    North         East    Units  Estimated Accuracy
 OA0035;SPC OR S     -   114,060.    1,208,510.      MT  (+/- 180 meters Scaled)
 OA0035
 OA0035                          SUPERSEDED SURVEY CONTROL
 OA0035
 OA0035  NGVD 29 (??/??/92)   66.566  (m)          218.39   (f) ADJ UNCH    2 0
 OA0035
 OA0035.Superseded values are not recommended for survey control.
 OA0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0035.See file dsdata.txt to determine how the superseded data were derived.
 OA0035
 OA0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN134211(NAD 83)
 OA0035_MARKER: DB = BENCH MARK DISK
 OA0035_SETTING: 0 = UNSPECIFIED SETTING
 OA0035_STAMPING: B 345 1942
 OA0035_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OA0035
 OA0035  HISTORY     - Date     Condition        Report By
 OA0035  HISTORY     - 1942     MONUMENTED       CGS
 OA0035  HISTORY     - 1954     GOOD             USGS
 OA0035  HISTORY     - 1964     MARK NOT FOUND   NGS
 OA0035  HISTORY     - 19861202 MARK NOT FOUND   USGS
 OA0035
 OA0035                          STATION DESCRIPTION
 OA0035
 OA0035'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 OA0035'0.63 MI N FROM ILLAHE.
 OA0035'FROM THE ILLAHE POST OFFICE, 0.63 MILES NORTH OF, ALONG THE
 OA0035'AGNESS-POWERS HIGHWAY, 150 FEET NORTH OF PRIVATE ROAD INTERSECTION
 OA0035'LEADING TO JERGINS LODGE, 27 FT. EAST OF THE CENTER LINE OF THE ROAD,
 OA0035'AND 1 FT. EAST OF FENCE LINE.
 OA0035
 OA0035                          STATION RECOVERY (1964)
 OA0035
 OA0035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 OA0035'MARK NOT FOUND.
 OA0035
 OA0035                          STATION RECOVERY (1986)
 OA0035
 OA0035'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (TAM)
 OA0035'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0404 ***********************************************************************
 OA0404  DESIGNATION -  B 347
 OA0404  PID         -  OA0404
 OA0404  STATE/COUNTY-  OR/COOS
 OA0404  USGS QUAD   -  MYRTLE POINT (1971)
 OA0404
 OA0404                         *CURRENT SURVEY CONTROL
 OA0404  ___________________________________________________________________
 OA0404* NAD 83(1986)-  43 02 54.     (N)    124 08 35.     (W)     SCALED    
 OA0404* NAVD 88     -        12.877  (meters)      42.25   (feet)  ADJUSTED  
 OA0404  ___________________________________________________________________
 OA0404  GEOID HEIGHT-         -25.28  (meters)                     GEOID03
 OA0404  DYNAMIC HT  -          12.875 (meters)      42.24  (feet)  COMP
 OA0404  MODELED GRAV-     980,460.0   (mgal)                       NAVD 88
 OA0404
 OA0404  VERT ORDER  -  SECOND    CLASS 0
 OA0404
 OA0404.The horizontal coordinates were scaled from a topographic map and have
 OA0404.an estimated accuracy of +/- 6 seconds.
 OA0404
 OA0404.The orthometric height was determined by differential leveling
 OA0404.and adjusted in June 1991.
 OA0404
 OA0404.The geoid height was determined by GEOID03.
 OA0404
 OA0404.The dynamic height is computed by dividing the NAVD 88
 OA0404.geopotential number by the normal gravity value computed on the
 OA0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0404.degrees latitude (g = 980.6199 gals.).
 OA0404
 OA0404.The modeled gravity was interpolated from observed gravity values.
 OA0404
 OA0404;                    North         East    Units  Estimated Accuracy
 OA0404;SPC OR S     -   159,930.    1,203,300.      MT  (+/- 180 meters Scaled)
 OA0404
 OA0404                          SUPERSEDED SURVEY CONTROL
 OA0404
 OA0404  NGVD 29 (??/??/92)   11.767  (m)           38.61   (f) ADJ UNCH    2 0
 OA0404
 OA0404.Superseded values are not recommended for survey control.
 OA0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0404.See file dsdata.txt to determine how the superseded data were derived.
 OA0404
 OA0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN069668(NAD 83)
 OA0404_MARKER: DB = BENCH MARK DISK
 OA0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA0404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OA0404_STAMPING: B 347 1942
 OA0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0404+STABILITY: SURFACE MOTION
 OA0404
 OA0404  HISTORY     - Date     Condition        Report By
 OA0404  HISTORY     - 1942     MONUMENTED       CGS
 OA0404  HISTORY     - 1970     GOOD             USGS
 OA0404
 OA0404                          STATION DESCRIPTION
 OA0404
 OA0404'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 OA0404'1.25 MI S FROM MYRTLE POINT.
 OA0404'ABOUT 1.25 MILES SOUTH OF MYRTLE POINT ALONG RAILROAD, ABOUT 60 FEET
 OA0404'NORTH-NORTHEAST OF THE NORTHWEST END OF A WOODEN TRESSEL, 66 FEET
 OA0404'NORTHEAST AND PERPENDICULAR FROM RAILROAD CENTERLINE, 23 FEET
 OA0404'NORTHWEST AND ALONG FENCELINE FROM THE SOUTHEAST CORNER OF A BRIAR
 OA0404'PATCH, 1 FOOT EAST OF FENCE.  A STANDARD USC AND GS DISK STAMPED B 347
 OA0404'1942 AND SET IN THE TOP OF A CONCRETE POST 1.1 FEET BELOW GROUND
 OA0404'SEDIMENT LEVEL.  BM LIES 1 FOOT NORTHWEST OF A METAL WITNESS POST AND
 OA0404'1.7 FEET SOUTHWEST OF A WOODEN WITNESS POST.  NOTE-- THIS AREA IS
 OA0404'ANNUALLY IMUNDATED CAUSING SEDIMENT TO BE DEPOSITED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0738 ***********************************************************************
 NZ0738  DESIGNATION -  B 348
 NZ0738  PID         -  NZ0738
 NZ0738  STATE/COUNTY-  OR/JOSEPHINE
 NZ0738  USGS QUAD   -  MOUNT REUBEN (1989)
 NZ0738
 NZ0738                         *CURRENT SURVEY CONTROL
 NZ0738  ___________________________________________________________________
 NZ0738* NAD 83(1986)-  42 40 52.     (N)    123 36 22.     (W)     SCALED    
 NZ0738* NAVD 88     -       743.944  (meters)    2440.76   (feet)  ADJUSTED  
 NZ0738  ___________________________________________________________________
 NZ0738  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 NZ0738  DYNAMIC HT  -         743.659 (meters)    2439.82  (feet)  COMP
 NZ0738  MODELED GRAV-     980,213.0   (mgal)                       NAVD 88
 NZ0738
 NZ0738  VERT ORDER  -  SECOND    CLASS 0
 NZ0738
 NZ0738.The horizontal coordinates were scaled from a topographic map and have
 NZ0738.an estimated accuracy of +/- 6 seconds.
 NZ0738
 NZ0738.The orthometric height was determined by differential leveling
 NZ0738.and adjusted in June 1991.
 NZ0738
 NZ0738.The geoid height was determined by GEOID03.
 NZ0738
 NZ0738.The dynamic height is computed by dividing the NAVD 88
 NZ0738.geopotential number by the normal gravity value computed on the
 NZ0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0738.degrees latitude (g = 980.6199 gals.).
 NZ0738
 NZ0738.The modeled gravity was interpolated from observed gravity values.
 NZ0738
 NZ0738;                    North         East    Units  Estimated Accuracy
 NZ0738;SPC OR S     -   117,410.    1,245,500.      MT  (+/- 180 meters Scaled)
 NZ0738
 NZ0738                          SUPERSEDED SURVEY CONTROL
 NZ0738
 NZ0738  NGVD 29 (??/??/92)  742.880  (m)         2437.27   (f) ADJ UNCH    2 0
 NZ0738
 NZ0738.Superseded values are not recommended for survey control.
 NZ0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0738.See file dsdata.txt to determine how the superseded data were derived.
 NZ0738
 NZ0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN503255(NAD 83)
 NZ0738_MARKER: DB = BENCH MARK DISK
 NZ0738_SETTING: 66 = SET IN ROCK OUTCROP
 NZ0738_SP_SET: BEDROCK
 NZ0738_STAMPING: B 348 1942
 NZ0738_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NZ0738+STABILITY: POSITION/ELEVATION WELL
 NZ0738
 NZ0738  HISTORY     - Date     Condition        Report By
 NZ0738  HISTORY     - 1942     MONUMENTED       CGS
 NZ0738  HISTORY     - 1964     GOOD             NGS
 NZ0738  HISTORY     - 19760802 GOOD             USGS
 NZ0738  HISTORY     - 1980     GOOD             LOCSUR
 NZ0738
 NZ0738                          STATION DESCRIPTION
 NZ0738
 NZ0738'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 NZ0738'12.8 MI NW FROM GALICE.
 NZ0738'12.8 MILES NORTHWEST ALONG THE GALICE-MARIAL ROAD FROM THE CHEVRON
 NZ0738'SERVICE STATION AND STORE AT GALICE, ON THE OUTSIDE OF A CURVE AT
 NZ0738'DRAIN CREEK, 0.1 MILE NORTH OF THE CROOKS MAIL BOX, 18 FEET EAST OF
 NZ0738'THE CENTER OF THE ROAD, 4 FEET SOUTHEAST OF THE SIGN, DRAIN CREEK,
 NZ0738'WITH A WITNESS SIGN NAILED ON THE SIGN POST, 1 FOOT SOUTH OF A ROCK
 NZ0738'CAIRN AND 6 FEET ABOVE THE LEVEL OF THE ROAD IN A MASSIVE BEDROCK.
 NZ0738
 NZ0738                          STATION RECOVERY (1976)
 NZ0738
 NZ0738'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976 (RWH)
 NZ0738'RECOVERED IN GOOD CONDITION.
 NZ0738
 NZ0738                          STATION RECOVERY (1980)
 NZ0738
 NZ0738'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 NZ0738'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC1055 ***********************************************************************
 QC1055  DESIGNATION -  B 35 RESET
 QC1055  PID         -  QC1055
 QC1055  STATE/COUNTY-  OR/GRANT
 QC1055  USGS QUAD   -  ISHAM CREEK (1996)
 QC1055
 QC1055                         *CURRENT SURVEY CONTROL
 QC1055  ___________________________________________________________________
 QC1055* NAD 83(1986)-  44 29 43.     (N)    118 37 21.     (W)     SCALED    
 QC1055* NAVD 88     -      1273.58   (meters)    4178.4    (feet)  RESET     
 QC1055  ___________________________________________________________________
 QC1055  GEOID HEIGHT-         -17.63  (meters)                     GEOID03
 QC1055  VERT ORDER  -  THIRD
 QC1055
 QC1055.The horizontal coordinates were scaled from a topographic map and have
 QC1055.an estimated accuracy of +/- 6 seconds.
 QC1055
 QC1055.The orthometric height was computed from unverified reset data.
 QC1055.No vertical observational check was made to the station.
 QC1055
 QC1055.The geoid height was determined by GEOID03.
 QC1055
 QC1055;                    North         East    Units  Estimated Accuracy
 QC1055;SPC OR N     -    93,810.    2,649,310.      MT  (+/- 180 meters Scaled)
 QC1055
 QC1055                          SUPERSEDED SURVEY CONTROL
 QC1055
 QC1055  NGVD 29 (10/26/06) 1272.32   (m)         4174.3    (f) RESET       3  
 QC1055
 QC1055.Superseded values are not recommended for survey control.
 QC1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC1055.See file dsdata.txt to determine how the superseded data were derived.
 QC1055
 QC1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK710281(NAD 83)
 QC1055_MARKER: DB = BENCH MARK DISK
 QC1055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC1055_SP_SET: CONCRETE POST
 QC1055_STAMPING: B 35 RESET 1985
 QC1055_MARK LOGO: NGS   
 QC1055_MAGNETIC: N = NO MAGNETIC MATERIAL
 QC1055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC1055+STABILITY: SURFACE MOTION
 QC1055
 QC1055  HISTORY     - Date     Condition        Report By
 QC1055  HISTORY     - 1985     MONUMENTED       NGS
 QC1055
 QC1055                          STATION DESCRIPTION
 QC1055
 QC1055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QC1055'FROM THE PRARIE CITY POST OFFICE, GO NORTHEAST ON U.S. HIGHWAY 26 FOR
 QC1055'6.9 KM (4.3 MI) TO A FORK, TAKE RIGHT FORK, WHICH IS THE OLD HIGHWAY
 QC1055'AND GO 2.4 KM (1.5 MI) TO THE MARK ON THE RIGHT, THE MARK IS 20.0
 QC1055'METERS WEST OF ROCK OUTCROP THAT IS ABOUT 3 METERS SQUARE, ABOUT 40
 QC1055'METERS EAST-NORTHEAST OF THE CENTERLINE OF THE OLD ROAD, 18.0 METERS
 QC1055'EAST OF A SMALL STREAM, 3.6 METERS NORTH OF A SMALL JUNIPER TREE AT
 QC1055'THE NORTH END OF A FLAT AREA, AND 0.5 METER SOUTHWEST OF A WITNESS
 QC1055'POST, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0319 ***********************************************************************
 NY0319  DESIGNATION -  B 350
 NY0319  PID         -  NY0319
 NY0319  STATE/COUNTY-  OR/KLAMATH
 NY0319  USGS QUAD   -  SWAN LAKE (1985)
 NY0319
 NY0319                         *CURRENT SURVEY CONTROL
 NY0319  ___________________________________________________________________
 NY0319* NAD 83(1986)-  42 17 35.     (N)    121 30 24.     (W)     SCALED    
 NY0319* NAVD 88     -      1268.722  (meters)    4162.47   (feet)  ADJUSTED  
 NY0319  ___________________________________________________________________
 NY0319  GEOID HEIGHT-         -22.21  (meters)                     GEOID03
 NY0319  DYNAMIC HT  -        1267.970 (meters)    4160.00  (feet)  COMP
 NY0319  MODELED GRAV-     979,985.3   (mgal)                       NAVD 88
 NY0319
 NY0319  VERT ORDER  -  SECOND    CLASS 0
 NY0319
 NY0319.The horizontal coordinates were scaled from a topographic map and have
 NY0319.an estimated accuracy of +/- 6 seconds.
 NY0319
 NY0319.The orthometric height was determined by differential leveling
 NY0319.and adjusted in June 1991.
 NY0319
 NY0319.The geoid height was determined by GEOID03.
 NY0319
 NY0319.The dynamic height is computed by dividing the NAVD 88
 NY0319.geopotential number by the normal gravity value computed on the
 NY0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0319.degrees latitude (g = 980.6199 gals.).
 NY0319
 NY0319.The modeled gravity was interpolated from observed gravity values.
 NY0319
 NY0319;                    North         East    Units  Estimated Accuracy
 NY0319;SPC OR S     -    70,080.    1,416,980.      MT  (+/- 180 meters Scaled)
 NY0319
 NY0319                          SUPERSEDED SURVEY CONTROL
 NY0319
 NY0319  NGVD 29 (??/??/92) 1267.625  (m)         4158.87   (f) ADJ UNCH    2 0
 NY0319
 NY0319.Superseded values are not recommended for survey control.
 NY0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0319.See file dsdata.txt to determine how the superseded data were derived.
 NY0319
 NY0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM231833(NAD 83)
 NY0319_MARKER: DB = BENCH MARK DISK
 NY0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NY0319_STAMPING: B 350 1943
 NY0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0319+STABILITY: SURFACE MOTION
 NY0319
 NY0319  HISTORY     - Date     Condition        Report By
 NY0319  HISTORY     - 1943     MONUMENTED       CGS
 NY0319  HISTORY     - 1981     GOOD             USGS
 NY0319
 NY0319                          STATION DESCRIPTION
 NY0319
 NY0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 NY0319'4.2 MI NE FROM DAIRY.
 NY0319'THIS MARK IS ABOUT 1.1 MILES EAST ALONG STATE HIGHWAY 66 AND 3.1 MILES
 NY0319'NORTH ALONG THE OLD ROAD TO SPRAGUE RIVER FROM THE POST OFFICE AT
 NY0319'DAIRY, KLAMATH COUNTY, SET NEAR THE JUNCTION OF A EAST-WEST ROAD, 2.0
 NY0319'FEET NORTHEAST OF A FENCE, 22.0 FEET NORTHWEST OF A FENCE CORNER,
 NY0319'ABOUT 300 FEET SOUTH OF A LARGE BARN, 70.0 FEET NORTHEAST OF THE
 NY0319'NORTHEAST CORNER OF A SMALL WHITE BUNGALOW, 38.0 FEET WEST OF THE
 NY0319'CENTER LINE OF THE ROAD, PROJECTING ABOUT 3-INCHES ABOVE THE GROUND,
 NY0319'2.0 FEET SOUTH OF A WHITE REFERENCE POST.
 NY0319
 NY0319                          STATION RECOVERY (1981)
 NY0319
 NY0319'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 NY0319'ABOUT 1.1 MILES EAST ALONG OREGON S.H. 140 FROM THE POST OFFICE AT
 NY0319'DAIRY, THENCE 3.1 MILES NORTH ALONG THE HILDEBRAND ROAD, NEAR THE
 NY0319'JUNCTION OF AN EAST-WEST ROAD, ABOUT 300 FEET SOUTH OF A LARGE BARN,
 NY0319'38 FEET WEST OF THE CENTERLINE OF THE MAIN ROAD, 2 FEET NORTHEAST OF
 NY0319'A FENCE, 22 FEET NORTHWEST OF A FENCE CORNER. A STANDARD DISK,
 NY0319'STAMPED 'B 350 1943' AND SET IN A TOP OF A CONCRETE POST PROJECTING
 NY0319'ABOUT 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0638 ***********************************************************************
 NZ0638  DESIGNATION -  B 351
 NZ0638  PID         -  NZ0638
 NZ0638  STATE/COUNTY-  OR/JOSEPHINE
 NZ0638  USGS QUAD   -  PEARSOLL PEAK (1989)
 NZ0638
 NZ0638                         *CURRENT SURVEY CONTROL
 NZ0638  ___________________________________________________________________
 NZ0638* NAD 83(1986)-  42 19 06.     (N)    123 46 46.     (W)     SCALED    
 NZ0638* NAVD 88     -       407.036  (meters)    1335.42   (feet)  ADJUSTED  
 NZ0638  ___________________________________________________________________
 NZ0638  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 NZ0638  DYNAMIC HT  -         406.886 (meters)    1334.93  (feet)  COMP
 NZ0638  MODELED GRAV-     980,242.7   (mgal)                       NAVD 88
 NZ0638
 NZ0638  VERT ORDER  -  SECOND    CLASS 0
 NZ0638
 NZ0638.The horizontal coordinates were scaled from a topographic map and have
 NZ0638.an estimated accuracy of +/- 6 seconds.
 NZ0638
 NZ0638.The orthometric height was determined by differential leveling
 NZ0638.and adjusted in June 1991.
 NZ0638
 NZ0638.The geoid height was determined by GEOID03.
 NZ0638
 NZ0638.The dynamic height is computed by dividing the NAVD 88
 NZ0638.geopotential number by the normal gravity value computed on the
 NZ0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0638.degrees latitude (g = 980.6199 gals.).
 NZ0638
 NZ0638.The modeled gravity was interpolated from observed gravity values.
 NZ0638
 NZ0638;                    North         East    Units  Estimated Accuracy
 NZ0638;SPC OR S     -    77,680.    1,229,720.      MT  (+/- 180 meters Scaled)
 NZ0638
 NZ0638                          SUPERSEDED SURVEY CONTROL
 NZ0638
 NZ0638  NGVD 29 (??/??/92)  406.054  (m)         1332.20   (f) ADJ UNCH    2 0
 NZ0638
 NZ0638.Superseded values are not recommended for survey control.
 NZ0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0638.See file dsdata.txt to determine how the superseded data were derived.
 NZ0638
 NZ0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM357854(NAD 83)
 NZ0638_MARKER: DB = BENCH MARK DISK
 NZ0638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ0638_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NZ0638_STAMPING: B 351 1942
 NZ0638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0638+STABILITY: SURFACE MOTION
 NZ0638_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NZ0638+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2005
 NZ0638
 NZ0638  HISTORY     - Date     Condition        Report By
 NZ0638  HISTORY     - 1942     MONUMENTED       CGS
 NZ0638  HISTORY     - 1964     GOOD             NGS
 NZ0638  HISTORY     - 20030525 GOOD             MGSINC
 NZ0638  HISTORY     - 20050912 GOOD             ORBITE
 NZ0638
 NZ0638                          STATION DESCRIPTION
 NZ0638
 NZ0638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 NZ0638'12.8 MI NW FROM SELMA.
 NZ0638'12.8 MILES NORTHWEST ALONG THE ILLINOIS RIVER ROAD FROM THE SELMA POST
 NZ0638'OFFICE, 0.3 MILE SOUTHEAST OF MILE POST 13, 150 FEET SOUTH OF A METAL
 NZ0638'CULVERT, 19 FEET EAST OF THE CENTER OF THE ROAD, 1 FOOT WEST OF A
 NZ0638'METAL WITNESS POST AND 3 FEET ABOVE THE LEVEL OF THE ROAD.  THE
 NZ0638'MONUMENT PROJECTS 5 INCHES.
 NZ0638
 NZ0638                          STATION RECOVERY (2003)
 NZ0638
 NZ0638'RECOVERY NOTE BY MINISTER AND GLAESER 2003 (DAR)
 NZ0638'FOUND MONUMENT IN EXCELLENT CONDITION. MONUMENT SURVIVED THE 2002
 NZ0638'BISCUIT FIRE. AREA AROUND THE MONUMENT HAS BEEN BURNED. THE WITNESS
 NZ0638'POST IS CHARRED BLACK BUT THE FOREST SERVICE BM SIGN IS IN GOOD
 NZ0638'SHAPED. MONUMENT MATCHES THE 1942 DESCRIPTION.
 NZ0638
 NZ0638                          STATION RECOVERY (2005)
 NZ0638
 NZ0638'RECOVERY NOTE BY ORBITECH INC 2005 (SHG)
 NZ0638'POINT IS APPROXIMATELY 9 AIRLINE MILES NORTHWEST OF SELMA, OR. POINT
 NZ0638'IS REACHED FROM THE POST OFFICE AT INTERSECTION OF US HIGHWAY 199 (MP
 NZ0638'20.3) AND ILLINOIS RIVER ROAD IN SELMA, OR BY TAKING ILLINOIS RIVER
 NZ0638'ROAD WESTERLY FOLLOWING THE ILLINOIS RIVER DOWNSTREAM FOR 2.6 MILES TO
 NZ0638'THE TRANSITION FROM COUNTY ROAD TO USFS ROAD 4103, CONTINUE ON USFS
 NZ0638'ROAD 4103 FOR 8.5 MILES TO END OF PAVEMENT.
 NZ0638' 
 NZ0638'CONTINUE NOW ON GRAVEL ROAD FOR 1.2 MILES TO THE MONUMENT ON THE RIGHT
 NZ0638'(EAST) SIDE OF THE ROAD A TOTAL DISTANCE OF 12.3 MILES FROM US HIGHWAY
 NZ0638'199. UPDATED POSITION IS 42 19 08.8 N AND 123 46 44.5 W.
 NZ0638' 
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0501 ***********************************************************************
 NY0501  DESIGNATION -  B 352
 NY0501  PID         -  NY0501
 NY0501  STATE/COUNTY-  OR/KLAMATH
 NY0501  USGS QUAD   -  CHILOQUIN (1988)
 NY0501
 NY0501                         *CURRENT SURVEY CONTROL
 NY0501  ___________________________________________________________________
 NY0501* NAD 83(1986)-  42 34 38.     (N)    121 51 55.     (W)     SCALED    
 NY0501* NAVD 88     -      1274.704  (meters)    4182.09   (feet)  ADJUSTED  
 NY0501  ___________________________________________________________________
 NY0501  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 NY0501  DYNAMIC HT  -        1273.970 (meters)    4179.68  (feet)  COMP
 NY0501  MODELED GRAV-     980,000.7   (mgal)                       NAVD 88
 NY0501
 NY0501  VERT ORDER  -  FIRST     CLASS II
 NY0501
 NY0501.The horizontal coordinates were scaled from a topographic map and have
 NY0501.an estimated accuracy of +/- 6 seconds.
 NY0501
 NY0501.The orthometric height was determined by differential leveling
 NY0501.and adjusted in June 1991.
 NY0501
 NY0501.The geoid height was determined by GEOID03.
 NY0501
 NY0501.The dynamic height is computed by dividing the NAVD 88
 NY0501.geopotential number by the normal gravity value computed on the
 NY0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0501.degrees latitude (g = 980.6199 gals.).
 NY0501
 NY0501.The modeled gravity was interpolated from observed gravity values.
 NY0501
 NY0501;                    North         East    Units  Estimated Accuracy
 NY0501;SPC OR S     -   102,060.    1,387,930.      MT  (+/- 180 meters Scaled)
 NY0501
 NY0501                          SUPERSEDED SURVEY CONTROL
 NY0501
 NY0501  NGVD 29 (??/??/92) 1273.566  (m)         4178.36   (f) ADJ UNCH    1 2
 NY0501
 NY0501.Superseded values are not recommended for survey control.
 NY0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0501.See file dsdata.txt to determine how the superseded data were derived.
 NY0501
 NY0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN931144(NAD 83)
 NY0501_MARKER: DB = BENCH MARK DISK
 NY0501_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NY0501_SP_SET: WINGWALL
 NY0501_STAMPING: B 352 1943
 NY0501_MARK LOGO: CGS   
 NY0501_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NY0501_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NY0501+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2008
 NY0501
 NY0501  HISTORY     - Date     Condition        Report By
 NY0501  HISTORY     - 1943     MONUMENTED       CGS
 NY0501  HISTORY     - 1954     GOOD             NGS
 NY0501  HISTORY     - 19880701 GOOD             NGS
 NY0501  HISTORY     - 20080730 GOOD             NGS
 NY0501
 NY0501                          STATION DESCRIPTION
 NY0501
 NY0501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NY0501'0.2 MI W FROM CHILOQUIN.
 NY0501'0.2 MILE WEST ALONG A PAVED ROAD FROM THE SOUTHERN PACIFIC COMPANY
 NY0501'RAILROAD STATION AT CHILOQUIN, AT A BRIDGE OVER WILLIAMSON RIVER, SET
 NY0501'IN THE TOP OF THE SOUTH CONCRETE WING WALL OF THE EAST ABUTMENT, 18
 NY0501'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1.9 FEET NORTHWEST OF THE
 NY0501'SOUTHEAST END OF THE WING WALL, 1.8 FEET SOUTHEAST OF THE SOUTHEAST
 NY0501'END OF THE CONCRETE RAILING, AND ABOUT LEVEL WITH THE ROAD.
 NY0501
 NY0501                          STATION RECOVERY (1988)
 NY0501
 NY0501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 NY0501'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  IN CHILOQUIN,
 NY0501'AT THE INTERSECTION OF STATE HIGHWAY 422 AND THE WILLIAMSON RIVER.
 NY0501
 NY0501                          STATION RECOVERY (2008)
 NY0501
 NY0501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2008 (DW)
 NY0501'HWY 422 IS ALSO WEST CHOCKTOOT STEET.
 NY0501'THIS IS GRAVITY BASE STATION 'CHILOQUIN,' DOD 2063-1, IGB 15721 , NN
 NY0501'1713.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0809 ***********************************************************************
 NZ0809  DESIGNATION -  B 353
 NZ0809  PID         -  NZ0809
 NZ0809  STATE/COUNTY-  OR/JOSEPHINE
 NZ0809  USGS QUAD   -  KELSEY PEAK (1989)
 NZ0809
 NZ0809                         *CURRENT SURVEY CONTROL
 NZ0809  ___________________________________________________________________
 NZ0809* NAD 83(1986)-  42 43 34.     (N)    123 50 06.     (W)     SCALED    
 NZ0809* NAVD 88     -       592.564  (meters)    1944.10   (feet)  ADJUSTED  
 NZ0809  ___________________________________________________________________
 NZ0809  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 NZ0809  DYNAMIC HT  -         592.361 (meters)    1943.44  (feet)  COMP
 NZ0809  MODELED GRAV-     980,259.4   (mgal)                       NAVD 88
 NZ0809
 NZ0809  VERT ORDER  -  SECOND    CLASS 0
 NZ0809
 NZ0809.The horizontal coordinates were scaled from a topographic map and have
 NZ0809.an estimated accuracy of +/- 6 seconds.
 NZ0809
 NZ0809.The orthometric height was determined by differential leveling
 NZ0809.and adjusted in June 1991.
 NZ0809
 NZ0809.The geoid height was determined by GEOID03.
 NZ0809
 NZ0809.The dynamic height is computed by dividing the NAVD 88
 NZ0809.geopotential number by the normal gravity value computed on the
 NZ0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0809.degrees latitude (g = 980.6199 gals.).
 NZ0809
 NZ0809.The modeled gravity was interpolated from observed gravity values.
 NZ0809
 NZ0809;                    North         East    Units  Estimated Accuracy
 NZ0809;SPC OR S     -   123,120.    1,226,950.      MT  (+/- 180 meters Scaled)
 NZ0809
 NZ0809                          SUPERSEDED SURVEY CONTROL
 NZ0809
 NZ0809  NGVD 29 (??/??/92)  591.487  (m)         1940.57   (f) ADJ UNCH    2 0
 NZ0809
 NZ0809.Superseded values are not recommended for survey control.
 NZ0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0809.See file dsdata.txt to determine how the superseded data were derived.
 NZ0809
 NZ0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN316307(NAD 83)
 NZ0809_MARKER: DB = BENCH MARK DISK
 NZ0809_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NZ0809_SP_SET: CULVERT
 NZ0809_STAMPING: B 353 1942
 NZ0809_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0809
 NZ0809  HISTORY     - Date     Condition        Report By
 NZ0809  HISTORY     - 1942     MONUMENTED       CGS
 NZ0809  HISTORY     - 1964     GOOD             NGS
 NZ0809
 NZ0809                          STATION DESCRIPTION
 NZ0809
 NZ0809'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 NZ0809'3.5 MI NE FROM MARIAL.
 NZ0809'3.5 MILES NORTHEAST OF MARIAL ALONG THE GALICE-MARIAL ROAD ON THE
 NZ0809'OUTSIDE OF A SHARP CURVE, 0.3 MILE SOUTHWEST OF MILE POST NO. 38, 35
 NZ0809'FEET NORTH-NORTHWEST OF THE CENTER OF THE ROAD, 13 FEET SOUTH OF THE
 NZ0809'NORTHWEST END OF A METAL CULVERT, 0.5 FOOT SOUTHWEST OF A METAL
 NZ0809'WITNESS POST AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD.  THE
 NZ0809'MONUMENT IS COVERED BY 5 INCHES OF DIRT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0692 ***********************************************************************
 RD0692  DESIGNATION -  B 354
 RD0692  PID         -  RD0692
 RD0692  STATE/COUNTY-  OR/WASHINGTON
 RD0692  USGS QUAD   -  TIMBER (1979)
 RD0692
 RD0692                         *CURRENT SURVEY CONTROL
 RD0692  ___________________________________________________________________
 RD0692* NAD 83(1986)-  45 40 20.     (N)    123 17 26.     (W)     SCALED    
 RD0692* NAVD 88     -       167.188  (meters)     548.52   (feet)  ADJUSTED  
 RD0692  ___________________________________________________________________
 RD0692  GEOID HEIGHT-         -21.20  (meters)                     GEOID03
 RD0692  DYNAMIC HT  -         167.195 (meters)     548.54  (feet)  COMP
 RD0692  MODELED GRAV-     980,653.7   (mgal)                       NAVD 88
 RD0692
 RD0692  VERT ORDER  -  SECOND    CLASS 0
 RD0692
 RD0692.The horizontal coordinates were scaled from a topographic map and have
 RD0692.an estimated accuracy of +/- 6 seconds.
 RD0692
 RD0692.The orthometric height was determined by differential leveling
 RD0692.and adjusted in June 1991.
 RD0692
 RD0692.The geoid height was determined by GEOID03.
 RD0692
 RD0692.The dynamic height is computed by dividing the NAVD 88
 RD0692.geopotential number by the normal gravity value computed on the
 RD0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0692.degrees latitude (g = 980.6199 gals.).
 RD0692
 RD0692.The modeled gravity was interpolated from observed gravity values.
 RD0692
 RD0692;                    North         East    Units  Estimated Accuracy
 RD0692;SPC OR N     -   226,620.    2,282,620.      MT  (+/- 180 meters Scaled)
 RD0692
 RD0692                          SUPERSEDED SURVEY CONTROL
 RD0692
 RD0692  NGVD 29 (??/??/92)  166.105  (m)          544.96   (f) ADJ UNCH    2 0
 RD0692
 RD0692.Superseded values are not recommended for survey control.
 RD0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0692.See file dsdata.txt to determine how the superseded data were derived.
 RD0692
 RD0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR773576(NAD 83)
 RD0692_MARKER: DB = BENCH MARK DISK
 RD0692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0692_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0692_STAMPING: B 354 1942
 RD0692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0692+STABILITY: SURFACE MOTION
 RD0692
 RD0692  HISTORY     - Date     Condition        Report By
 RD0692  HISTORY     - 1942     MONUMENTED       CGS
 RD0692  HISTORY     - 1974     MARK NOT FOUND   NGS
 RD0692
 RD0692                          STATION DESCRIPTION
 RD0692
 RD0692'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 RD0692'2.35 MI N FROM GLENWOOD.
 RD0692'2.35 MILES NORTH OF POST OFFICE.  200 FEET SOUTH OF A CONCRETE
 RD0692'CULVERT, ALONG ROAD BETWEEN GLENWOOD AND TIMBER, 30 FEET WEST OF
 RD0692'CENTER LINE OF HIGHWAY, AT THE EDGE OF AN OLD ROAD.  WITNESS POST SET.
 RD0692
 RD0692                          STATION RECOVERY (1974)
 RD0692
 RD0692'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 RD0692'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1228 ***********************************************************************
 QD1228  DESIGNATION -  B 355
 QD1228  PID         -  QD1228
 QD1228  STATE/COUNTY-  OR/MARION
 QD1228  USGS QUAD   -  BREITENBUSH HOT SPRI (1997)
 QD1228
 QD1228                         *CURRENT SURVEY CONTROL
 QD1228  ___________________________________________________________________
 QD1228* NAD 83(1986)-  44 47 41.     (N)    121 55 01.     (W)     SCALED    
 QD1228* NAVD 88     -       808.663  (meters)    2653.09   (feet)  ADJUSTED  
 QD1228  ___________________________________________________________________
 QD1228  GEOID HEIGHT-         -21.28  (meters)                     GEOID03
 QD1228  DYNAMIC HT  -         808.453 (meters)    2652.40  (feet)  COMP
 QD1228  MODELED GRAV-     980,331.2   (mgal)                       NAVD 88
 QD1228
 QD1228  VERT ORDER  -  SECOND    CLASS 0
 QD1228
 QD1228.The horizontal coordinates were scaled from a topographic map and have
 QD1228.an estimated accuracy of +/- 6 seconds.
 QD1228
 QD1228.The orthometric height was determined by differential leveling
 QD1228.and adjusted in June 1991.
 QD1228
 QD1228.The geoid height was determined by GEOID03.
 QD1228
 QD1228.The dynamic height is computed by dividing the NAVD 88
 QD1228.geopotential number by the normal gravity value computed on the
 QD1228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1228.degrees latitude (g = 980.6199 gals.).
 QD1228
 QD1228.The modeled gravity was interpolated from observed gravity values.
 QD1228
 QD1228;                    North         East    Units  Estimated Accuracy
 QD1228;SPC OR N     -   126,330.    2,387,900.      MT  (+/- 180 meters Scaled)
 QD1228
 QD1228                          SUPERSEDED SURVEY CONTROL
 QD1228
 QD1228  NGVD 29 (??/??/92)  807.538  (m)         2649.40   (f) ADJ UNCH    2 0
 QD1228
 QD1228.Superseded values are not recommended for survey control.
 QD1228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1228.See file dsdata.txt to determine how the superseded data were derived.
 QD1228
 QD1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ856607(NAD 83)
 QD1228_MARKER: DB = BENCH MARK DISK
 QD1228_SETTING: 80 = SET IN A BOULDER
 QD1228_SP_SET: BOULDER
 QD1228_STAMPING: B 355 1942
 QD1228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD1228+STABILITY: SURFACE MOTION
 QD1228
 QD1228  HISTORY     - Date     Condition        Report By
 QD1228  HISTORY     - 1942     MONUMENTED       CGS
 QD1228  HISTORY     - 1961     MARK NOT FOUND   NGS
 QD1228  HISTORY     - 19950929 MARK NOT FOUND   NGS
 QD1228
 QD1228                          STATION DESCRIPTION
 QD1228
 QD1228'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QD1228'3.0 MI NE FROM BREITENBUSH HOT SPRINGS.
 QD1228'ALONG THE BREITENBUSH ROAD, 0.2 MILE WEST OF ROAD 15-MILE POST, 20
 QD1228'FEET SOUTH OF CENTER LINE OF ROAD, WITNESS POST HAS BEEN SET MARKED,
 QD1228'U.S.B.M.
 QD1228
 QD1228                          STATION RECOVERY (1961)
 QD1228
 QD1228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 QD1228'MARK NOT FOUND.
 QD1228
 QD1228                          STATION RECOVERY (1995)
 QD1228
 QD1228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (LLR)
 QD1228'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0751 ***********************************************************************
 NZ0751  DESIGNATION -  B 356
 NZ0751  PID         -  NZ0751
 NZ0751  STATE/COUNTY-  OR/JOSEPHINE
 NZ0751  USGS QUAD   -  GALICE (1989)
 NZ0751
 NZ0751                         *CURRENT SURVEY CONTROL
 NZ0751  ___________________________________________________________________
 NZ0751* NAD 83(1986)-  42 34 54.     (N)    123 35 32.     (W)     SCALED    
 NZ0751* NAVD 88     -       230.852  (meters)     757.39   (feet)  ADJUSTED  
 NZ0751  ___________________________________________________________________
 NZ0751  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 NZ0751  DYNAMIC HT  -         230.780 (meters)     757.15  (feet)  COMP
 NZ0751  MODELED GRAV-     980,302.6   (mgal)                       NAVD 88
 NZ0751
 NZ0751  VERT ORDER  -  SECOND    CLASS 0
 NZ0751
 NZ0751.The horizontal coordinates were scaled from a topographic map and have
 NZ0751.an estimated accuracy of +/- 6 seconds.
 NZ0751
 NZ0751.The orthometric height was determined by differential leveling
 NZ0751.and adjusted in June 1991.
 NZ0751
 NZ0751.The geoid height was determined by GEOID03.
 NZ0751
 NZ0751.The dynamic height is computed by dividing the NAVD 88
 NZ0751.geopotential number by the normal gravity value computed on the
 NZ0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0751.degrees latitude (g = 980.6199 gals.).
 NZ0751
 NZ0751.The modeled gravity was interpolated from observed gravity values.
 NZ0751
 NZ0751;                    North         East    Units  Estimated Accuracy
 NZ0751;SPC OR S     -   106,330.    1,246,230.      MT  (+/- 180 meters Scaled)
 NZ0751
 NZ0751                          SUPERSEDED SURVEY CONTROL
 NZ0751
 NZ0751  NGVD 29 (??/??/92)  229.834  (m)          754.05   (f) ADJ UNCH    2 0
 NZ0751
 NZ0751.Superseded values are not recommended for survey control.
 NZ0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0751.See file dsdata.txt to determine how the superseded data were derived.
 NZ0751
 NZ0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN514145(NAD 83)
 NZ0751_MARKER: DB = BENCH MARK DISK
 NZ0751_SETTING: 0 = UNSPECIFIED SETTING
 NZ0751_STAMPING: B 356 1942
 NZ0751_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0751
 NZ0751  HISTORY     - Date     Condition        Report By
 NZ0751  HISTORY     - 1942     MONUMENTED       CGS
 NZ0751  HISTORY     - 1964     MARK NOT FOUND   NGS
 NZ0751  HISTORY     - 1979     MARK NOT FOUND   LOCSUR
 NZ0751
 NZ0751                          STATION DESCRIPTION
 NZ0751
 NZ0751'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NZ0751'1.0 MI W FROM GALICE.
 NZ0751'ABOUT 1 MILE WEST OF GALICE, ALONG THE ALMEDA ROAD.  2 FEET NORTH OF
 NZ0751'THE NORTH CORNER OF H.L. LEWIS FIELD, 60 FEET NORTHEAST OF THE
 NZ0751'JUNCTION OF ALMEDA ROAD AND JAMES DEAN ROAD, 30 FEET EAST OF THE
 NZ0751'CENTER OF THE ROAD.
 NZ0751
 NZ0751                          STATION RECOVERY (1964)
 NZ0751
 NZ0751'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 NZ0751'MARK NOT FOUND.
 NZ0751
 NZ0751                          STATION RECOVERY (1979)
 NZ0751
 NZ0751'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 NZ0751'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0266 ***********************************************************************
 NY0266  DESIGNATION -  B 357
 NY0266  PID         -  NY0266
 NY0266  STATE/COUNTY-  OR/KLAMATH
 NY0266  USGS QUAD   -  YONNA (1988)
 NY0266
 NY0266                         *CURRENT SURVEY CONTROL
 NY0266  ___________________________________________________________________
 NY0266* NAD 83(1986)-  42 17 32.     (N)    121 27 16.     (W)     SCALED    
 NY0266* NAVD 88     -      1281.463  (meters)    4204.27   (feet)  ADJUSTED  
 NY0266  ___________________________________________________________________
 NY0266  GEOID HEIGHT-         -22.14  (meters)                     GEOID03
 NY0266  DYNAMIC HT  -        1280.700 (meters)    4201.76  (feet)  COMP
 NY0266  MODELED GRAV-     979,981.5   (mgal)                       NAVD 88
 NY0266
 NY0266  VERT ORDER  -  FIRST     CLASS II
 NY0266
 NY0266.The horizontal coordinates were scaled from a topographic map and have
 NY0266.an estimated accuracy of +/- 6 seconds.
 NY0266
 NY0266.The orthometric height was determined by differential leveling
 NY0266.and adjusted in June 1991.
 NY0266
 NY0266.The geoid height was determined by GEOID03.
 NY0266
 NY0266.The dynamic height is computed by dividing the NAVD 88
 NY0266.geopotential number by the normal gravity value computed on the
 NY0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0266.degrees latitude (g = 980.6199 gals.).
 NY0266
 NY0266.The modeled gravity was interpolated from observed gravity values.
 NY0266
 NY0266;                    North         East    Units  Estimated Accuracy
 NY0266;SPC OR S     -    69,940.    1,421,290.      MT  (+/- 180 meters Scaled)
 NY0266
 NY0266                          SUPERSEDED SURVEY CONTROL
 NY0266
 NY0266  NGVD 29 (??/??/92) 1280.367  (m)         4200.67   (f) ADJ UNCH    1 2
 NY0266
 NY0266.Superseded values are not recommended for survey control.
 NY0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0266.See file dsdata.txt to determine how the superseded data were derived.
 NY0266
 NY0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM274833(NAD 83)
 NY0266_MARKER: DB = BENCH MARK DISK
 NY0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NY0266_STAMPING: B 357 1942
 NY0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0266+STABILITY: SURFACE MOTION
 NY0266
 NY0266  HISTORY     - Date     Condition        Report By
 NY0266  HISTORY     - 1942     MONUMENTED       CGS
 NY0266  HISTORY     - 1964     MARK NOT FOUND   NGS
 NY0266  HISTORY     - 20040830 GOOD             ORDT
 NY0266
 NY0266                          STATION DESCRIPTION
 NY0266
 NY0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NY0266'5.4 MI NE FROM DAIRY.
 NY0266'ALONG STATE HIGHWAY NO. 66.  290 FEET SOUTHWEST OF HIGHWAY BRIDGE, 45
 NY0266'FEET SOUTHEAST OF CENTER LINE OF ROAD AT FENCE LINE.  WITNESS POST
 NY0266'SET.
 NY0266
 NY0266                          STATION RECOVERY (1964)
 NY0266
 NY0266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 NY0266'MARK NOT FOUND.
 NY0266
 NY0266                          STATION RECOVERY (2004)
 NY0266
 NY0266'RECOVERY NOTE BY OREGON DEPARTMENT OF TRANSPORTATION 2004 (JW)
 NY0266'ALONG HWY 140, 5.2 MILES NE OF THE HIGHWAY JUNCTION IN DAIRY.  290 FT
 NY0266'SW OF HIGHWAY BRIDGE, 45 FT SE OF HIGHWAY CENTERLINE, 2 FT NW OF STEEL
 NY0266'WITNESS POST.  TOP EDGES OF CONCRETE POST ARE SPALLING, BUT CAP IS
 NY0266'FIRM.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0502 ***********************************************************************
 PB0502  DESIGNATION -  B 358
 PB0502  PID         -  PB0502
 PB0502  STATE/COUNTY-  OR/DESCHUTES
 PB0502  USGS QUAD   -  DAVIS MOUNTAIN (1981)
 PB0502
 PB0502                         *CURRENT SURVEY CONTROL
 PB0502  ___________________________________________________________________
 PB0502* NAD 83(1986)-  43 43 06.     (N)    121 49 52.     (W)     SCALED    
 PB0502* NAVD 88     -      1387.357  (meters)    4551.69   (feet)  ADJUSTED  
 PB0502  ___________________________________________________________________
 PB0502  GEOID HEIGHT-         -21.09  (meters)                     GEOID03
 PB0502  DYNAMIC HT  -        1386.693 (meters)    4549.51  (feet)  COMP
 PB0502  MODELED GRAV-     980,091.7   (mgal)                       NAVD 88
 PB0502
 PB0502  VERT ORDER  -  SECOND    CLASS 0
 PB0502
 PB0502.The horizontal coordinates were scaled from a topographic map and have
 PB0502.an estimated accuracy of +/- 6 seconds.
 PB0502
 PB0502.The orthometric height was determined by differential leveling
 PB0502.and adjusted in June 1991.
 PB0502
 PB0502.The geoid height was determined by GEOID03.
 PB0502
 PB0502.The dynamic height is computed by dividing the NAVD 88
 PB0502.geopotential number by the normal gravity value computed on the
 PB0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0502.degrees latitude (g = 980.6199 gals.).
 PB0502
 PB0502.The modeled gravity was interpolated from observed gravity values.
 PB0502
 PB0502;                    North         East    Units  Estimated Accuracy
 PB0502;SPC OR S     -   228,760.    1,392,740.      MT  (+/- 180 meters Scaled)
 PB0502
 PB0502                          SUPERSEDED SURVEY CONTROL
 PB0502
 PB0502  NGVD 29 (??/??/92) 1386.102  (m)         4547.57   (f) ADJ UNCH    2 0
 PB0502
 PB0502.Superseded values are not recommended for survey control.
 PB0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0502.See file dsdata.txt to determine how the superseded data were derived.
 PB0502
 PB0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP941412(NAD 83)
 PB0502_MARKER: DB = BENCH MARK DISK
 PB0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0502_STAMPING: B 358 1942
 PB0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0502+STABILITY: SURFACE MOTION
 PB0502
 PB0502  HISTORY     - Date     Condition        Report By
 PB0502  HISTORY     - 1942     MONUMENTED       CGS
 PB0502  HISTORY     - 1963     POOR             NGS
 PB0502
 PB0502                          STATION DESCRIPTION
 PB0502
 PB0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PB0502'17.2 MI N FROM ODELL LAKE LODGE.
 PB0502'ALONG ELK LAKE ROAD, 10.4 MILES NORTH OF DAVIS LAKE RANGER STATION 25
 PB0502'FEET NORTHWEST FROM CENTER LINE OF ROAD.  WITNESS POST SET.  NOTE--
 PB0502'THIS BM HAS BEEN RAN OVER WITH A TRACTOR.  TABLET IS SLIGHTLY TIPPED
 PB0502'AND A LITTLE OF THE BRASS CAP HAS BEEN SCRAPED 0 FT.
 PB0502
 PB0502                          STATION RECOVERY (1963)
 PB0502
 PB0502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 PB0502'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1229 ***********************************************************************
 QD1229  DESIGNATION -  B 359
 QD1229  PID         -  QD1229
 QD1229  STATE/COUNTY-  OR/DESCHUTES
 QD1229  USGS QUAD   -  BROKEN TOP (1988)
 QD1229
 QD1229                         *CURRENT SURVEY CONTROL
 QD1229  ___________________________________________________________________
 QD1229* NAD 83(1986)-  44 01 43.     (N)    121 40 13.     (W)     SCALED    
 QD1229* NAVD 88     -      1957.760  (meters)    6423.08   (feet)  ADJUSTED  
 QD1229  ___________________________________________________________________
 QD1229  GEOID HEIGHT-         -20.32  (meters)                     GEOID03
 QD1229  DYNAMIC HT  -        1956.708 (meters)    6419.63  (feet)  COMP
 QD1229  MODELED GRAV-     980,010.0   (mgal)                       NAVD 88
 QD1229
 QD1229  VERT ORDER  -  SECOND    CLASS 0
 QD1229
 QD1229.The horizontal coordinates were scaled from a topographic map and have
 QD1229.an estimated accuracy of +/- 6 seconds.
 QD1229
 QD1229.The orthometric height was determined by differential leveling
 QD1229.and adjusted in June 1991.
 QD1229
 QD1229.The geoid height was determined by GEOID03.
 QD1229
 QD1229.The dynamic height is computed by dividing the NAVD 88
 QD1229.geopotential number by the normal gravity value computed on the
 QD1229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1229.degrees latitude (g = 980.6199 gals.).
 QD1229
 QD1229.The modeled gravity was interpolated from observed gravity values.
 QD1229
 QD1229;                    North         East    Units  Estimated Accuracy
 QD1229;SPC OR S     -   263,040.    1,406,180.      MT  (+/- 180 meters Scaled)
 QD1229
 QD1229                          SUPERSEDED SURVEY CONTROL
 QD1229
 QD1229  NGVD 29 (??/??/92) 1956.414  (m)         6418.67   (f) ADJ UNCH    2 0
 QD1229
 QD1229.Superseded values are not recommended for survey control.
 QD1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1229.See file dsdata.txt to determine how the superseded data were derived.
 QD1229
 QD1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP065759(NAD 83)
 QD1229_MARKER: DB = BENCH MARK DISK
 QD1229_SETTING: 80 = SET IN A BOULDER
 QD1229_SP_SET: BOULDER
 QD1229_STAMPING: B 359 1942
 QD1229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD1229+STABILITY: SURFACE MOTION
 QD1229
 QD1229  HISTORY     - Date     Condition        Report By
 QD1229  HISTORY     - 1942     MONUMENTED       CGS
 QD1229
 QD1229                          STATION DESCRIPTION
 QD1229
 QD1229'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QD1229'29.0 MI S FROM SISTERS.
 QD1229'ALONG ELK LAKE ROAD, 1.2 MILES NORTH OF CENTURY DRIVE, 24 FEET
 QD1229'NORTHWEST OF CENTER LINE OF ROAD, ON S CURVE.  WITNESS POST SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0765 ***********************************************************************
 QB0765  DESIGNATION -  B 36
 QB0765  PID         -  QB0765
 QB0765  STATE/COUNTY-  OR/MALHEUR
 QB0765  USGS QUAD   -  IRONSIDE (1990)
 QB0765
 QB0765                         *CURRENT SURVEY CONTROL
 QB0765  ___________________________________________________________________
 QB0765* NAD 83(1986)-  44 19 28.     (N)    117 58 01.     (W)     SCALED    
 QB0765* NAVD 88     -      1166.524  (meters)    3827.17   (feet)  ADJUSTED  
 QB0765  ___________________________________________________________________
 QB0765  GEOID HEIGHT-         -17.60  (meters)                     GEOID03
 QB0765  DYNAMIC HT  -        1166.045 (meters)    3825.60  (feet)  COMP
 QB0765  MODELED GRAV-     980,168.5   (mgal)                       NAVD 88
 QB0765
 QB0765  VERT ORDER  -  FIRST     CLASS II
 QB0765
 QB0765.The horizontal coordinates were scaled from a topographic map and have
 QB0765.an estimated accuracy of +/- 6 seconds.
 QB0765
 QB0765.The orthometric height was determined by differential leveling
 QB0765.and adjusted in June 1991.
 QB0765.WARNING-Repeat measurements at this control monument indicate possible
 QB0765.vertical movement.
 QB0765
 QB0765.The geoid height was determined by GEOID03.
 QB0765
 QB0765.The dynamic height is computed by dividing the NAVD 88
 QB0765.geopotential number by the normal gravity value computed on the
 QB0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0765.degrees latitude (g = 980.6199 gals.).
 QB0765
 QB0765.The modeled gravity was interpolated from observed gravity values.
 QB0765
 QB0765;                    North         East    Units  Estimated Accuracy
 QB0765;SPC OR S     -   298,310.    1,702,050.      MT  (+/- 180 meters Scaled)
 QB0765
 QB0765                          SUPERSEDED SURVEY CONTROL
 QB0765
 QB0765  NGVD 29 (??/??/92) 1165.358  (m)         3823.35   (f) ADJ UNCH    1 2
 QB0765
 QB0765.Superseded values are not recommended for survey control.
 QB0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0765.See file dsdata.txt to determine how the superseded data were derived.
 QB0765
 QB0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK229083(NAD 83)
 QB0765_MARKER: DB = BENCH MARK DISK
 QB0765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0765_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0765_STAMPING: 3823.736 B 36 1930
 QB0765_MARK LOGO: CGS   
 QB0765_PROJECTION: PROJECTING 15 CENTIMETERS
 QB0765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0765+STABILITY: SURFACE MOTION
 QB0765
 QB0765  HISTORY     - Date     Condition        Report By
 QB0765  HISTORY     - 1930     MONUMENTED       CGS
 QB0765  HISTORY     - 1963     GOOD             NGS
 QB0765  HISTORY     - 1985     GOOD             NGS
 QB0765
 QB0765                          STATION DESCRIPTION
 QB0765
 QB0765'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 QB0765'1.1 MI W FROM IRONSIDE.
 QB0765'1.1 MILES WEST ALONG U.S. HIGHWAY 26 FROM THE POST OFFICE AT IRONSIDE,
 QB0765'200 FEET WEST OF MILE POST NO. 230, 195 FEET WEST OF A CONCRETE
 QB0765'IRRIGATION SIPHON, 40 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 1 FOOT
 QB0765'NORTH OF AN EAST-WEST FENCE LINE AND 1 FOOT WEST OF A METAL WITNESS
 QB0765'POST.  THE MONUMENT PROJECTS 8 INCHES.
 QB0765
 QB0765                          STATION RECOVERY (1985)
 QB0765
 QB0765'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QB0765'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.88 KM
 QB0765'(1.17 MI) WEST ALONG US HIGHWAY 26 FROM THE POST OFFICE AT IRONSIDE,
 QB0765'AT THE TOP OF A LOW CUT, 0.13 KM (0.08 MI) WEST OF MILEPOST 230,
 QB0765'11.9 METERS (39 FT) SOUTH OF THE HIGHWAY CENTERLINE, 57.3 METERS
 QB0765'(188 FT) WEST OF THE WEST EDGE OF A CONCRETE IRRIGATION SIPHON BOX,
 QB0765'46.9 METERS (154 FT) SOUTHEAST ACROSS THE HIGHWAY FROM POWER POLE 909
 QB0765'AND 0.15 METER (0.5 FT) NORTH OF THE RIGHT OF WAY FENCE.
 QB0765'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 QB0765'THE MARK IS 0.7 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0527 ***********************************************************************
 PC0527  DESIGNATION -  B 361
 PC0527  PID         -  PC0527
 PC0527  STATE/COUNTY-  OR/DOUGLAS
 PC0527  USGS QUAD   -  MOUNT GURNEY (1990)
 PC0527
 PC0527                         *CURRENT SURVEY CONTROL
 PC0527  ___________________________________________________________________
 PC0527* NAD 83(1986)-  43 12 04.     (N)    123 42 55.     (W)     SCALED    
 PC0527* NAVD 88     -       804.138  (meters)    2638.24   (feet)  POSTED    
 PC0527  ___________________________________________________________________
 PC0527  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 PC0527  DYNAMIC HT  -         803.870 (meters)    2637.36  (feet)  COMP
 PC0527  MODELED GRAV-     980,265.5   (mgal)                       NAVD 88
 PC0527
 PC0527  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 PC0527
 PC0527.The horizontal coordinates were scaled from a topographic map and have
 PC0527.an estimated accuracy of +/- 6 seconds.
 PC0527
 PC0527.The orthometric height was determined by differential leveling
 PC0527.and adjusted by the  in 1992.
 PC0527.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 PC0527.was located on a no-check spur therefore a value was not computed.
 PC0527.No vertical observational check was made to the station.
 PC0527
 PC0527.The geoid height was determined by GEOID03.
 PC0527
 PC0527.The dynamic height is computed by dividing the NAVD 88
 PC0527.geopotential number by the normal gravity value computed on the
 PC0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0527.degrees latitude (g = 980.6199 gals.).
 PC0527
 PC0527.The modeled gravity was interpolated from observed gravity values.
 PC0527
 PC0527;                    North         East    Units  Estimated Accuracy
 PC0527;SPC OR S     -   175,470.    1,238,770.      MT  (+/- 180 meters Scaled)
 PC0527
 PC0527                          SUPERSEDED SURVEY CONTROL
 PC0527
 PC0527  NGVD 29 (??/??/92)  803.044  (m)         2634.65   (f) ADJ UNCH    2 0
 PC0527
 PC0527.Superseded values are not recommended for survey control.
 PC0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0527.See file dsdata.txt to determine how the superseded data were derived.
 PC0527
 PC0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN418833(NAD 83)
 PC0527_MARKER: DB = BENCH MARK DISK
 PC0527_SETTING: 66 = SET IN ROCK OUTCROP
 PC0527_SP_SET: OUTCROP
 PC0527_STAMPING: B 361 1942
 PC0527_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PC0527+STABILITY: POSITION/ELEVATION WELL
 PC0527
 PC0527  HISTORY     - Date     Condition        Report By
 PC0527  HISTORY     - 1942     MONUMENTED       CGS
 PC0527
 PC0527                          STATION DESCRIPTION
 PC0527
 PC0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PC0527'16.8 MI NW FROM TENMILE.
 PC0527'ALONG A GRAVEL ROAD FROM TENMILE TO TIOGA, 14 FEET EAST OF CENTER LINE
 PC0527'OF ROAD, 2 FEET WEST OF A ROCK CLIFF.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0181 ***********************************************************************
 PC0181  DESIGNATION -  B 362
 PC0181  PID         -  PC0181
 PC0181  STATE/COUNTY-  OR/LANE
 PC0181  USGS QUAD   -  LOWELL (1986)
 PC0181
 PC0181                         *CURRENT SURVEY CONTROL
 PC0181  ___________________________________________________________________
 PC0181* NAD 83(1986)-  43 56 13.     (N)    122 50 47.     (W)     SCALED    
 PC0181* NAVD 88     -       187.562  (meters)     615.36   (feet)  ADJUSTED  
 PC0181  ___________________________________________________________________
 PC0181  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 PC0181  DYNAMIC HT  -         187.525 (meters)     615.24  (feet)  COMP
 PC0181  MODELED GRAV-     980,416.4   (mgal)                       NAVD 88
 PC0181
 PC0181  VERT ORDER  -  SECOND    CLASS 0
 PC0181
 PC0181.The horizontal coordinates were scaled from a topographic map and have
 PC0181.an estimated accuracy of +/- 6 seconds.
 PC0181
 PC0181.The orthometric height was determined by differential leveling
 PC0181.and adjusted in June 1991.
 PC0181
 PC0181.The geoid height was determined by GEOID03.
 PC0181
 PC0181.The dynamic height is computed by dividing the NAVD 88
 PC0181.geopotential number by the normal gravity value computed on the
 PC0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0181.degrees latitude (g = 980.6199 gals.).
 PC0181
 PC0181.The modeled gravity was interpolated from observed gravity values.
 PC0181
 PC0181;                    North         East    Units  Estimated Accuracy
 PC0181;SPC OR S     -   254,840.    1,311,630.      MT  (+/- 180 meters Scaled)
 PC0181
 PC0181                          SUPERSEDED SURVEY CONTROL
 PC0181
 PC0181  NGVD 29 (??/??/92)  186.454  (m)          611.72   (f) ADJ UNCH    2 0
 PC0181
 PC0181.Superseded values are not recommended for survey control.
 PC0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0181.See file dsdata.txt to determine how the superseded data were derived.
 PC0181
 PC0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP123648(NAD 83)
 PC0181_MARKER: DB = BENCH MARK DISK
 PC0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PC0181_STAMPING: B 362 1942
 PC0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0181+STABILITY: SURFACE MOTION
 PC0181
 PC0181  HISTORY     - Date     Condition        Report By
 PC0181  HISTORY     - 1942     MONUMENTED       CGS
 PC0181  HISTORY     - 1982     GOOD             LOCSUR
 PC0181  HISTORY     - 1990     GOOD             USPSQD
 PC0181
 PC0181                          STATION DESCRIPTION
 PC0181
 PC0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PC0181'9.5 MI SE FROM GOSHEN.
 PC0181'9.5 MILES SOUTHEAST OF THE POST OFFICE.  ALONG STATE HIGHWAY 58, 30
 PC0181'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 0.6 OF A MILE SOUTHEAST
 PC0181'OF THE TRENT STORE, 200 FEET WEST OF A FARM HOUSE, 35 FEET SOUTH OF A
 PC0181'LARGE BARN AND 30 FEET WEST OF A CLUMP OF OAK TREES.  WITNESS POST
 PC0181'SET.
 PC0181
 PC0181                          STATION RECOVERY (1982)
 PC0181
 PC0181'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 PC0181'OPPOSITE DRIVEWAY TO ADDRESS 38216 WHEELER ROAD, AND 30 FEET NORTH OF
 PC0181'CENTERLINE. BRASS CAP IN CONCRETE POST.
 PC0181
 PC0181                          STATION RECOVERY (1990)
 PC0181
 PC0181'RECOVERY NOTE BY US POWER SQUADRON 1990 (SM)
 PC0181'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0697 ***********************************************************************
 RD0697  DESIGNATION -  B 364
 RD0697  PID         -  RD0697
 RD0697  STATE/COUNTY-  OR/WASHINGTON
 RD0697  USGS QUAD   -  BUXTON (1992)
 RD0697
 RD0697                         *CURRENT SURVEY CONTROL
 RD0697  ___________________________________________________________________
 RD0697* NAD 83(1986)-  45 40 59.     (N)    123 11 48.     (W)     SCALED    
 RD0697* NAVD 88     -        81.486  (meters)     267.34   (feet)  ADJUSTED  
 RD0697  ___________________________________________________________________
 RD0697  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 RD0697  DYNAMIC HT  -          81.488 (meters)     267.35  (feet)  COMP
 RD0697  MODELED GRAV-     980,640.3   (mgal)                       NAVD 88
 RD0697
 RD0697  VERT ORDER  -  SECOND    CLASS 0
 RD0697
 RD0697.The horizontal coordinates were scaled from a topographic map and have
 RD0697.an estimated accuracy of +/- 6 seconds.
 RD0697
 RD0697.The orthometric height was determined by differential leveling
 RD0697.and adjusted in June 1991.
 RD0697
 RD0697.The geoid height was determined by GEOID03.
 RD0697
 RD0697.The dynamic height is computed by dividing the NAVD 88
 RD0697.geopotential number by the normal gravity value computed on the
 RD0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0697.degrees latitude (g = 980.6199 gals.).
 RD0697
 RD0697.The modeled gravity was interpolated from observed gravity values.
 RD0697
 RD0697;                    North         East    Units  Estimated Accuracy
 RD0697;SPC OR N     -   227,570.    2,289,970.      MT  (+/- 180 meters Scaled)
 RD0697
 RD0697                          SUPERSEDED SURVEY CONTROL
 RD0697
 RD0697  NGVD 29 (??/??/92)   80.414  (m)          263.82   (f) ADJ UNCH    2 0
 RD0697
 RD0697.Superseded values are not recommended for survey control.
 RD0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0697.See file dsdata.txt to determine how the superseded data were derived.
 RD0697
 RD0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR846588(NAD 83)
 RD0697_MARKER: DB = BENCH MARK DISK
 RD0697_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RD0697_SP_SET: BRIDGE
 RD0697_STAMPING: B 364 1942
 RD0697_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RD0697
 RD0697  HISTORY     - Date     Condition        Report By
 RD0697  HISTORY     - 1942     MONUMENTED       CGS
 RD0697  HISTORY     - 1974     MARK NOT FOUND   NGS
 RD0697  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 RD0697  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 RD0697  HISTORY     - 19940717 MARK NOT FOUND   USPSQD
 RD0697
 RD0697                          STATION DESCRIPTION
 RD0697
 RD0697'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 RD0697'0.5 MI W FROM BUXTON.
 RD0697'ALONG STATE HIGHWAY 2, 15 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 RD0697'200 FEET NORTH OF THE JUNCTION OF STATE HIGHWAY 2 AND 47 IN THE NORTH
 RD0697'END OF A CONCRETE BRIDGE OVER A SMALL CREEK.  NOTE-- THE HIGHWAY HAS
 RD0697'BEEN WIDENED AND A NEW BRIDGE HAS BEEN BUILT AT THE SITE OF THIS BM.
 RD0697
 RD0697                          STATION RECOVERY (1974)
 RD0697
 RD0697'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 RD0697'MARK NOT FOUND.
 RD0697
 RD0697                          STATION RECOVERY (1989)
 RD0697
 RD0697'RECOVERY NOTE BY US POWER SQUADRON 1989 (AJ)
 RD0697'MARK NOT FOUND.
 RD0697
 RD0697                          STATION RECOVERY (1990)
 RD0697
 RD0697'RECOVERY NOTE BY US POWER SQUADRON 1990 (KRN)
 RD0697'MARK NOT FOUND.
 RD0697
 RD0697                          STATION RECOVERY (1994)
 RD0697
 RD0697'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD0697'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1201 ***********************************************************************
 QD1201  DESIGNATION -  B 365
 QD1201  PID         -  QD1201
 QD1201  STATE/COUNTY-  OR/CLACKAMAS
 QD1201  USGS QUAD   -  PINHEAD BUTTES (1997)
 QD1201
 QD1201                         *CURRENT SURVEY CONTROL
 QD1201  ___________________________________________________________________
 QD1201* NAD 83(1986)-  44 55 14.     (N)    121 48 32.     (W)     SCALED    
 QD1201* NAVD 88     -      1310.298  (meters)    4298.87   (feet)  ADJUSTED  
 QD1201  ___________________________________________________________________
 QD1201  GEOID HEIGHT-         -21.10  (meters)                     GEOID03
 QD1201  DYNAMIC HT  -        1309.858 (meters)    4297.43  (feet)  COMP
 QD1201  MODELED GRAV-     980,235.4   (mgal)                       NAVD 88
 QD1201
 QD1201  VERT ORDER  -  SECOND    CLASS 0
 QD1201
 QD1201.The horizontal coordinates were scaled from a topographic map and have
 QD1201.an estimated accuracy of +/- 6 seconds.
 QD1201
 QD1201.The orthometric height was determined by differential leveling
 QD1201.and adjusted in June 1991.
 QD1201
 QD1201.The geoid height was determined by GEOID03.
 QD1201
 QD1201.The dynamic height is computed by dividing the NAVD 88
 QD1201.geopotential number by the normal gravity value computed on the
 QD1201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1201.degrees latitude (g = 980.6199 gals.).
 QD1201
 QD1201.The modeled gravity was interpolated from observed gravity values.
 QD1201
 QD1201;                    North         East    Units  Estimated Accuracy
 QD1201;SPC OR N     -   140,170.    2,396,670.      MT  (+/- 180 meters Scaled)
 QD1201
 QD1201                          SUPERSEDED SURVEY CONTROL
 QD1201
 QD1201  NGVD 29 (??/??/92) 1309.119  (m)         4295.00   (f) ADJ UNCH    2 0
 QD1201
 QD1201.Superseded values are not recommended for survey control.
 QD1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1201.See file dsdata.txt to determine how the superseded data were derived.
 QD1201
 QD1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ940748(NAD 83)
 QD1201_MARKER: DB = BENCH MARK DISK
 QD1201_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 QD1201_SP_SET: UNSP. ROCK
 QD1201_STAMPING: B 365 1942
 QD1201_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QD1201
 QD1201  HISTORY     - Date     Condition        Report By
 QD1201  HISTORY     - 1942     MONUMENTED       CGS
 QD1201  HISTORY     - 1943     GOOD             NGS
 QD1201
 QD1201                          STATION DESCRIPTION
 QD1201
 QD1201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QD1201'8.9 MI N FROM OLALLIE LAKE GUARD STATION.
 QD1201'ABOUT 8.9 MILES NORTH ALONG THE OREGON SKYLINE ROAD FROM OLALLIE LAKE
 QD1201'GUARD STATION, 0.5 MILE NORTH OF MILEPOST 26, SET IN THE TOP OF A
 QD1201'ROUND ROCK ABOUT 4.0 FEET ABOVE THE ROAD, 16.0 FEET EAST OF THE CENTER
 QD1201'LINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0555 ***********************************************************************
 PC0555  DESIGNATION -  B 365
 PC0555  PID         -  PC0555
 PC0555  STATE/COUNTY-  OR/COOS
 PC0555  USGS QUAD   -  GOLDEN FALLS (1990)
 PC0555
 PC0555                         *CURRENT SURVEY CONTROL
 PC0555  ___________________________________________________________________
 PC0555* NAD 83(1986)-  43 26 24.     (N)    123 56 53.     (W)     SCALED    
 PC0555* NAVD 88     -        48.670  (meters)     159.68   (feet)  ADJUSTED  
 PC0555  ___________________________________________________________________
 PC0555  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 PC0555  DYNAMIC HT  -          48.663 (meters)     159.66  (feet)  COMP
 PC0555  MODELED GRAV-     980,476.1   (mgal)                       NAVD 88
 PC0555
 PC0555  VERT ORDER  -  SECOND    CLASS 0
 PC0555
 PC0555.The horizontal coordinates were scaled from a topographic map and have
 PC0555.an estimated accuracy of +/- 6 seconds.
 PC0555
 PC0555.The orthometric height was determined by differential leveling
 PC0555.and adjusted in June 1991.
 PC0555
 PC0555.The geoid height was determined by GEOID03.
 PC0555
 PC0555.The dynamic height is computed by dividing the NAVD 88
 PC0555.geopotential number by the normal gravity value computed on the
 PC0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0555.degrees latitude (g = 980.6199 gals.).
 PC0555
 PC0555.The modeled gravity was interpolated from observed gravity values.
 PC0555
 PC0555;                    North         East    Units  Estimated Accuracy
 PC0555;SPC OR S     -   202,730.    1,220,960.      MT  (+/- 180 meters Scaled)
 PC0555
 PC0555                          SUPERSEDED SURVEY CONTROL
 PC0555
 PC0555  NGVD 29 (??/??/92)   47.578  (m)          156.10   (f) ADJ UNCH    2 0
 PC0555
 PC0555.Superseded values are not recommended for survey control.
 PC0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0555.See file dsdata.txt to determine how the superseded data were derived.
 PC0555
 PC0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP232101(NAD 83)
 PC0555_MARKER: DB = BENCH MARK DISK
 PC0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0555_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PC0555_STAMPING: B 365 1942
 PC0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0555+STABILITY: SURFACE MOTION
 PC0555
 PC0555  HISTORY     - Date     Condition        Report By
 PC0555  HISTORY     - 1942     MONUMENTED       CGS
 PC0555
 PC0555                          STATION DESCRIPTION
 PC0555
 PC0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PC0555'9.4 MI NE FROM ALLEGANY.
 PC0555'ALONG EAST FORK MILLICOMA RIVER ROAD, 1.7 MILES SOUTH OF JUNCTION WITH
 PC0555'LOON LAKE ROAD, 25 FEET EAST OF CENTER LINE OF ROAD, WITNESS POST SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0716 ***********************************************************************
 QD0716  DESIGNATION -  B 366
 QD0716  PID         -  QD0716
 QD0716  STATE/COUNTY-  OR/DESCHUTES
 QD0716  USGS QUAD   -  OPAL CITY (1992)
 QD0716
 QD0716                         *CURRENT SURVEY CONTROL
 QD0716  ___________________________________________________________________
 QD0716* NAD 83(1986)-  44 23 02.     (N)    121 11 04.     (W)     SCALED    
 QD0716* NAVD 88     -       842.096  (meters)    2762.78   (feet)  ADJUSTED  
 QD0716  ___________________________________________________________________
 QD0716  GEOID HEIGHT-         -21.14  (meters)                     GEOID03
 QD0716  DYNAMIC HT  -         841.838 (meters)    2761.93  (feet)  COMP
 QD0716  MODELED GRAV-     980,283.3   (mgal)                       NAVD 88
 QD0716
 QD0716  VERT ORDER  -  SECOND    CLASS 0
 QD0716
 QD0716.The horizontal coordinates were scaled from a topographic map and have
 QD0716.an estimated accuracy of +/- 6 seconds.
 QD0716
 QD0716.The orthometric height was determined by differential leveling
 QD0716.and adjusted in June 1991.
 QD0716
 QD0716.The geoid height was determined by GEOID03.
 QD0716
 QD0716.The dynamic height is computed by dividing the NAVD 88
 QD0716.geopotential number by the normal gravity value computed on the
 QD0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0716.degrees latitude (g = 980.6199 gals.).
 QD0716
 QD0716.The modeled gravity was interpolated from observed gravity values.
 QD0716
 QD0716;                    North         East    Units  Estimated Accuracy
 QD0716;SPC OR S     -   302,090.    1,445,450.      MT  (+/- 180 meters Scaled)
 QD0716
 QD0716                          SUPERSEDED SURVEY CONTROL
 QD0716
 QD0716  NGVD 29 (??/??/92)  841.013  (m)         2759.22   (f) ADJ UNCH    2 0
 QD0716
 QD0716.Superseded values are not recommended for survey control.
 QD0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0716.See file dsdata.txt to determine how the superseded data were derived.
 QD0716
 QD0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ446161(NAD 83)
 QD0716_MARKER: DB = BENCH MARK DISK
 QD0716_SETTING: 66 = SET IN ROCK OUTCROP
 QD0716_SP_SET: ROCK OUTCROP
 QD0716_STAMPING: B 366 1942
 QD0716_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QD0716+STABILITY: POSITION/ELEVATION WELL
 QD0716
 QD0716  HISTORY     - Date     Condition        Report By
 QD0716  HISTORY     - 1942     MONUMENTED       CGS
 QD0716
 QD0716                          STATION DESCRIPTION
 QD0716
 QD0716'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QD0716'2.6 MI N FROM TERREBONNE.
 QD0716'ALONG U. S. HIGHWAY NO. 97 FROM THE RAILROAD STATION, 102 FEET EAST OF
 QD0716'THE CENTERLINE OF THE HIGHWAY, 90 FEET WEST OF THE CENTERLINE OF THE
 QD0716'RAILROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0645 ***********************************************************************
 QD0645  DESIGNATION -  B 367
 QD0645  PID         -  QD0645
 QD0645  STATE/COUNTY-  OR/WASCO
 QD0645  USGS QUAD   -  GATEWAY (1993)
 QD0645
 QD0645                         *CURRENT SURVEY CONTROL
 QD0645  ___________________________________________________________________
 QD0645* NAD 83(1986)-  44 49 14.     (N)    121 04 41.     (W)     SCALED    
 QD0645* NAVD 88     -       428.499  (meters)    1405.83   (feet)  ADJUSTED  
 QD0645  ___________________________________________________________________
 QD0645  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 QD0645  DYNAMIC HT  -         428.416 (meters)    1405.56  (feet)  COMP
 QD0645  MODELED GRAV-     980,413.1   (mgal)                       NAVD 88
 QD0645
 QD0645  VERT ORDER  -  SECOND    CLASS 0
 QD0645
 QD0645.The horizontal coordinates were scaled from a topographic map and have
 QD0645.an estimated accuracy of +/- 6 seconds.
 QD0645
 QD0645.The orthometric height was determined by differential leveling
 QD0645.and adjusted in June 1991.
 QD0645
 QD0645.The geoid height was determined by GEOID03.
 QD0645
 QD0645.The dynamic height is computed by dividing the NAVD 88
 QD0645.geopotential number by the normal gravity value computed on the
 QD0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0645.degrees latitude (g = 980.6199 gals.).
 QD0645
 QD0645.The modeled gravity was interpolated from observed gravity values.
 QD0645
 QD0645;                    North         East    Units  Estimated Accuracy
 QD0645;SPC OR N     -   128,390.    2,454,280.      MT  (+/- 180 meters Scaled)
 QD0645
 QD0645                          SUPERSEDED SURVEY CONTROL
 QD0645
 QD0645  NGVD 29 (??/??/92)  427.43   (m)         1402.3    (f) COMPUTED    2 0
 QD0645
 QD0645.Superseded values are not recommended for survey control.
 QD0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0645.See file dsdata.txt to determine how the superseded data were derived.
 QD0645
 QD0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ519648(NAD 83)
 QD0645_MARKER: DB = BENCH MARK DISK
 QD0645_SETTING: 80 = SET IN A BOULDER
 QD0645_SP_SET: BOULDER
 QD0645_STAMPING: B 367 1942
 QD0645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0645+STABILITY: SURFACE MOTION
 QD0645
 QD0645  HISTORY     - Date     Condition        Report By
 QD0645  HISTORY     - 1942     MONUMENTED       CGS
 QD0645  HISTORY     - 1962     GOOD             NGS
 QD0645  HISTORY     - 1985     GOOD             USPSQD
 QD0645
 QD0645                          STATION DESCRIPTION
 QD0645
 QD0645'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QD0645'2.1 MI S FROM SOUTH JUNCTION.
 QD0645'ALONG THE UNION PACIFIC RAILROAD FROM THE RAILROAD STATION, 27 FEET
 QD0645'EAST OF THE CENTERLINE OF THE RAILROAD, 3 FEET ABOVE THE RAILROAD.
 QD0645'NOTE-- AT THE NORTH END OF A SMALL ROCKY CUT AND ABOUT 750 FEET
 QD0645'SOUTH-SOUTHEAST OF A TRACK ROAD CROSSING RAILROAD.
 QD0645
 QD0645                          STATION RECOVERY (1962)
 QD0645
 QD0645'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 QD0645'RECOVERED IN GOOD CONDITION.
 QD0645
 QD0645                          STATION RECOVERY (1985)
 QD0645
 QD0645'RECOVERY NOTE BY US POWER SQUADRON 1985
 QD0645'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0474 ***********************************************************************
 QD0474  DESIGNATION -  B 368
 QD0474  PID         -  QD0474
 QD0474  STATE/COUNTY-  OR/WASCO
 QD0474  USGS QUAD   -  HASTINGS PEAK (1987)
 QD0474
 QD0474                         *CURRENT SURVEY CONTROL
 QD0474  ___________________________________________________________________
 QD0474* NAD 83(1986)-  44 55 06.     (N)    120 32 08.     (W)     SCALED    
 QD0474* NAVD 88     -       729.109  (meters)    2392.09   (feet)  ADJUSTED  
 QD0474  ___________________________________________________________________
 QD0474  GEOID HEIGHT-         -20.47  (meters)                     GEOID03
 QD0474  DYNAMIC HT  -         728.958 (meters)    2391.59  (feet)  COMP
 QD0474  MODELED GRAV-     980,385.7   (mgal)                       NAVD 88
 QD0474
 QD0474  VERT ORDER  -  FIRST     CLASS II
 QD0474
 QD0474.The horizontal coordinates were scaled from a topographic map and have
 QD0474.an estimated accuracy of +/- 6 seconds.
 QD0474
 QD0474.The orthometric height was determined by differential leveling
 QD0474.and adjusted in June 1991.
 QD0474
 QD0474.The geoid height was determined by GEOID03.
 QD0474
 QD0474.The dynamic height is computed by dividing the NAVD 88
 QD0474.geopotential number by the normal gravity value computed on the
 QD0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0474.degrees latitude (g = 980.6199 gals.).
 QD0474
 QD0474.The modeled gravity was interpolated from observed gravity values.
 QD0474
 QD0474;                    North         East    Units  Estimated Accuracy
 QD0474;SPC OR N     -   139,090.    2,497,190.      MT  (+/- 180 meters Scaled)
 QD0474
 QD0474                          SUPERSEDED SURVEY CONTROL
 QD0474
 QD0474  NGVD 29 (??/??/92)  728.002  (m)         2388.45   (f) ADJ UNCH    1 2
 QD0474
 QD0474.Superseded values are not recommended for survey control.
 QD0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0474.See file dsdata.txt to determine how the superseded data were derived.
 QD0474
 QD0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ945768(NAD 83)
 QD0474_MARKER: DD = SURVEY DISK
 QD0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD0474_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QD0474_STAMPING: B 368 1931 2388
 QD0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0474+STABILITY: SURFACE MOTION
 QD0474
 QD0474  HISTORY     - Date     Condition        Report By
 QD0474  HISTORY     - 1931     MONUMENTED       ORDT
 QD0474  HISTORY     - 1943     GOOD             NGS
 QD0474
 QD0474                          STATION DESCRIPTION
 QD0474
 QD0474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QD0474'3.5 MI W FROM CLARNO.
 QD0474'THIS MARK IS ABOUT 3.5 MILES WEST ALONG THE ANTELOPE-FOSSIL ROAD FROM
 QD0474'CLARNO, 0.7 MILE SOUTHEAST OF A LARGE, FLAT, RED ROOF SHEEP BARN, AT
 QD0474'POINT WHERE ROAD CROSSES SMALL RAVINE, 23.0 FEET NORTHEAST OF THE
 QD0474'CENTER OF THE RAVINE, 41.5 FEET NORTHWEST OF THE CENTER LINE OF THE
 QD0474'ROAD, PROJECTING ABOUT 3-INCHES ABOVE THE GROUND, 7.0 FEET SOUTHWEST
 QD0474'OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1035 ***********************************************************************
 QD1035  DESIGNATION -  B 369
 QD1035  PID         -  QD1035
 QD1035  STATE/COUNTY-  OR/DESCHUTES
 QD1035  USGS QUAD   -  SISTERS (1988)
 QD1035
 QD1035                         *CURRENT SURVEY CONTROL
 QD1035  ___________________________________________________________________
 QD1035* NAD 83(1986)-  44 15 55.     (N)    121 32 58.     (W)     SCALED    
 QD1035* NAVD 88     -      1002.273  (meters)    3288.29   (feet)  ADJUSTED  
 QD1035  ___________________________________________________________________
 QD1035  GEOID HEIGHT-         -21.25  (meters)                     GEOID03
 QD1035  DYNAMIC HT  -        1001.910 (meters)    3287.10  (feet)  COMP
 QD1035  MODELED GRAV-     980,222.4   (mgal)                       NAVD 88
 QD1035
 QD1035  VERT ORDER  -  FIRST     CLASS II
 QD1035
 QD1035.The horizontal coordinates were scaled from a topographic map and have
 QD1035.an estimated accuracy of +/- 6 seconds.
 QD1035
 QD1035.The orthometric height was determined by differential leveling
 QD1035.and adjusted in June 1991.
 QD1035
 QD1035.The geoid height was determined by GEOID03.
 QD1035
 QD1035.The dynamic height is computed by dividing the NAVD 88
 QD1035.geopotential number by the normal gravity value computed on the
 QD1035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1035.degrees latitude (g = 980.6199 gals.).
 QD1035
 QD1035.The modeled gravity was interpolated from observed gravity values.
 QD1035
 QD1035;                    North         East    Units  Estimated Accuracy
 QD1035;SPC OR S     -   289,210.    1,416,200.      MT  (+/- 180 meters Scaled)
 QD1035
 QD1035                          SUPERSEDED SURVEY CONTROL
 QD1035
 QD1035  NGVD 29 (??/??/92) 1001.105  (m)         3284.46   (f) ADJ UNCH    1 2
 QD1035
 QD1035.Superseded values are not recommended for survey control.
 QD1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1035.See file dsdata.txt to determine how the superseded data were derived.
 QD1035
 QD1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ157023(NAD 83)
 QD1035_MARKER: DB = BENCH MARK DISK
 QD1035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD1035_SP_SET: CONCRETE POST
 QD1035_STAMPING: B 369 1942
 QD1035_MARK LOGO: CGS   
 QD1035_PROJECTION: PROJECTING 12 CENTIMETERS
 QD1035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD1035+STABILITY: SURFACE MOTION
 QD1035
 QD1035  HISTORY     - Date     Condition        Report By
 QD1035  HISTORY     - 1942     MONUMENTED       CGS
 QD1035  HISTORY     - 1987     GOOD             NGS
 QD1035
 QD1035                          STATION DESCRIPTION
 QD1035
 QD1035'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QD1035'2.3 MI S FROM SISTERS.
 QD1035'2.3 MILES SOUTH OF POST OFFICE ALONG ELK LAKE ROAD, 30 FEET EAST OF
 QD1035'CENTER LINE OF ROAD, 16 FEET EAST OF HIGHWAY SIGN POST.  WITNESS POST
 QD1035'SET.
 QD1035
 QD1035                          STATION RECOVERY (1987)
 QD1035
 QD1035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QD1035'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  0.1 KM
 QD1035'(0.05 MI) WEST ALONG U.S. HIGHWAY 20 FROM ITS JUNCTION WITH FIR STREET
 QD1035'IN SISTERS, THENCE 2.9 KM (1.80 MI) SOUTHERLY ALONG ELM STREET
 QD1035'(COUNTY ROAD 16), 45.7 M (149.9 FT) SOUTH OF THE CENTER OF A FOREST
 QD1035'SERVICE ROAD LEADING EAST, AND 15.8 M (51.8 FT) EAST OF THE
 QD1035'CENTERLINE OF COUNTY ROAD 16.  NOTE--THERE ARE THREE CRACKS IN THE
 QD1035'CONCRETE POST, BUT SEEMS TO BE A STRONG MARK.
 QD1035'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 QD1035'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0656 ***********************************************************************
 QB0656  DESIGNATION -  B 37
 QB0656  PID         -  QB0656
 QB0656  STATE/COUNTY-  OR/MALHEUR
 QB0656  USGS QUAD   -  WILLOW CREEK (1988)
 QB0656
 QB0656                         *CURRENT SURVEY CONTROL
 QB0656  ___________________________________________________________________
 QB0656* NAD 83(1986)-  44 03 04.     (N)    117 16 36.     (W)     SCALED    
 QB0656* NAVD 88     -       701.568  (meters)    2301.73   (feet)  ADJUSTED  
 QB0656  ___________________________________________________________________
 QB0656  GEOID HEIGHT-         -17.94  (meters)                     GEOID03
 QB0656  DYNAMIC HT  -         701.348 (meters)    2301.01  (feet)  COMP
 QB0656  MODELED GRAV-     980,282.0   (mgal)                       NAVD 88
 QB0656
 QB0656  VERT ORDER  -  FIRST     CLASS II
 QB0656
 QB0656.The horizontal coordinates were scaled from a topographic map and have
 QB0656.an estimated accuracy of +/- 6 seconds.
 QB0656
 QB0656.The orthometric height was determined by differential leveling
 QB0656.and adjusted in June 1991.
 QB0656.WARNING-Repeat measurements at this control monument indicate possible
 QB0656.vertical movement.
 QB0656
 QB0656.The geoid height was determined by GEOID03.
 QB0656
 QB0656.The dynamic height is computed by dividing the NAVD 88
 QB0656.geopotential number by the normal gravity value computed on the
 QB0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0656.degrees latitude (g = 980.6199 gals.).
 QB0656
 QB0656.The modeled gravity was interpolated from observed gravity values.
 QB0656
 QB0656;                    North         East    Units  Estimated Accuracy
 QB0656;SPC OR S     -   269,850.    1,758,250.      MT  (+/- 180 meters Scaled)
 QB0656
 QB0656                          SUPERSEDED SURVEY CONTROL
 QB0656
 QB0656  NGVD 29 (??/??/92)  700.544  (m)         2298.37   (f) ADJ UNCH    1 2
 QB0656
 QB0656.Superseded values are not recommended for survey control.
 QB0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0656.See file dsdata.txt to determine how the superseded data were derived.
 QB0656
 QB0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ778775(NAD 83)
 QB0656_MARKER: DB = BENCH MARK DISK
 QB0656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0656_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0656_STAMPING: 2298.880 B 37 1930
 QB0656_MARK LOGO: CGS   
 QB0656_PROJECTION: FLUSH
 QB0656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0656+STABILITY: SURFACE MOTION
 QB0656
 QB0656  HISTORY     - Date     Condition        Report By
 QB0656  HISTORY     - 1930     MONUMENTED       CGS
 QB0656  HISTORY     - 1963     GOOD             NGS
 QB0656  HISTORY     - 1985     GOOD             NGS
 QB0656
 QB0656                          STATION DESCRIPTION
 QB0656
 QB0656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 QB0656'5.4 MI NW FROM VALE.
 QB0656'5.4 MILES NORTHWEST ALONG U.S. HIGHWAY 26 FROM THE JUNCTION OF U.S.
 QB0656'HIGHWAYS 20 AND 26, WHICH IS 0.1 MILE EAST OF THE VALE POST OFFICE,
 QB0656'0.05 MILE NORTHWEST OF MILE POST NO. 273, 97 FEET EAST AND ACROSS THE
 QB0656'HIGHWAY FROM POWER POLE NO. 114, 80 FEET NORTHWEST OF THE CENTER OF
 QB0656'THE DRIVEWAY TO THE HIGHWAY STOCK PILE, 51 FEET NORTHEAST OF THE
 QB0656'CENTER OF THE HIGHWAY, 7 FEET SOUTHWEST OF AN IRRIGATION CANAL, 1 1/2
 QB0656'FEET NORTHEAST OF A FENCE AND 0.5 FOOT NORTH OF A METAL WITNESS POST.
 QB0656'THE MONUMENT PROJECTS 3 INCHES.
 QB0656
 QB0656                          STATION RECOVERY (1985)
 QB0656
 QB0656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QB0656'RECOVERED IN GOOD CONDITION.  EXCEPT ADD 8.37 KM (5.20 MI) NORTHWEST
 QB0656'ALONG US HIGHWAY 26 FROM THE JUNCTION OF US HIGHWAY 20 AT VALE.
 QB0656'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 QB0656'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0520 ***********************************************************************
 PB0520  DESIGNATION -  B 370
 PB0520  PID         -  PB0520
 PB0520  STATE/COUNTY-  OR/DESCHUTES
 PB0520  USGS QUAD   -  DAVIS MOUNTAIN (1981)
 PB0520
 PB0520                         *CURRENT SURVEY CONTROL
 PB0520  ___________________________________________________________________
 PB0520* NAD 83(1986)-  43 43 45.     (N)    121 49 39.     (W)     SCALED    
 PB0520* NAVD 88     -      1377.124  (meters)    4518.11   (feet)  ADJUSTED  
 PB0520  ___________________________________________________________________
 PB0520  GEOID HEIGHT-         -21.09  (meters)                     GEOID03
 PB0520  DYNAMIC HT  -        1376.466 (meters)    4515.96  (feet)  COMP
 PB0520  MODELED GRAV-     980,092.9   (mgal)                       NAVD 88
 PB0520
 PB0520  VERT ORDER  -  SECOND    CLASS 0
 PB0520
 PB0520.The horizontal coordinates were scaled from a topographic map and have
 PB0520.an estimated accuracy of +/- 6 seconds.
 PB0520
 PB0520.The orthometric height was determined by differential leveling
 PB0520.and adjusted in June 1991.
 PB0520
 PB0520.The geoid height was determined by GEOID03.
 PB0520
 PB0520.The dynamic height is computed by dividing the NAVD 88
 PB0520.geopotential number by the normal gravity value computed on the
 PB0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0520.degrees latitude (g = 980.6199 gals.).
 PB0520
 PB0520.The modeled gravity was interpolated from observed gravity values.
 PB0520
 PB0520;                    North         East    Units  Estimated Accuracy
 PB0520;SPC OR S     -   229,960.    1,393,050.      MT  (+/- 180 meters Scaled)
 PB0520
 PB0520                          SUPERSEDED SURVEY CONTROL
 PB0520
 PB0520  NGVD 29 (??/??/92) 1375.869  (m)         4514.00   (f) ADJ UNCH    2 0
 PB0520
 PB0520.Superseded values are not recommended for survey control.
 PB0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0520.See file dsdata.txt to determine how the superseded data were derived.
 PB0520
 PB0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP944424(NAD 83)
 PB0520_MARKER: DB = BENCH MARK DISK
 PB0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0520_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0520_STAMPING: B 370 1942
 PB0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0520+STABILITY: SURFACE MOTION
 PB0520
 PB0520  HISTORY     - Date     Condition        Report By
 PB0520  HISTORY     - 1942     MONUMENTED       CGS
 PB0520  HISTORY     - 1958     MARK NOT FOUND   USGS
 PB0520
 PB0520                          STATION DESCRIPTION
 PB0520
 PB0520'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 PB0520'22.2 MI NW FROM LAPINE.
 PB0520'ALONG DALLES CALIFORNIA HIGHWAY, 3 MILES NORTH.  THENCE, 19.2 MILES
 PB0520'WEST ALONG CRANE PRAIRIE DAM ROAD, AT ELK LAKE ROAD.  30 FEET EAST OF
 PB0520'CENTERLINE OF ELK LAKE ROAD.  WITNESS POST SET.  NOTE-- NEW LOGGING
 PB0520'ROAD NOW PASSES OVER THE POINT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0946 ***********************************************************************
 QD0946  DESIGNATION -  B 371
 QD0946  PID         -  QD0946
 QD0946  STATE/COUNTY-  OR/DESCHUTES
 QD0946  USGS QUAD   -  BEND (1981)
 QD0946
 QD0946                         *CURRENT SURVEY CONTROL
 QD0946  ___________________________________________________________________
 QD0946* NAD 83(1986)-  44 03 41.     (N)    121 19 20.     (W)     SCALED    
 QD0946* NAVD 88     -      1099.263  (meters)    3606.50   (feet)  ADJUSTED  
 QD0946  ___________________________________________________________________
 QD0946  GEOID HEIGHT-         -20.94  (meters)                     GEOID03
 QD0946  DYNAMIC HT  -        1098.830 (meters)    3605.08  (feet)  COMP
 QD0946  MODELED GRAV-     980,186.6   (mgal)                       NAVD 88
 QD0946
 QD0946  VERT ORDER  -  FIRST     CLASS II
 QD0946
 QD0946.The horizontal coordinates were scaled from a topographic map and have
 QD0946.an estimated accuracy of +/- 6 seconds.
 QD0946
 QD0946.The orthometric height was determined by differential leveling
 QD0946.and adjusted in June 1991.
 QD0946.WARNING-Repeat measurements at this control monument indicate possible
 QD0946.vertical movement.
 QD0946
 QD0946.The geoid height was determined by GEOID03.
 QD0946
 QD0946.The dynamic height is computed by dividing the NAVD 88
 QD0946.geopotential number by the normal gravity value computed on the
 QD0946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0946.degrees latitude (g = 980.6199 gals.).
 QD0946
 QD0946.The modeled gravity was interpolated from observed gravity values.
 QD0946
 QD0946;                    North         East    Units  Estimated Accuracy
 QD0946;SPC OR S     -   266,350.    1,434,120.      MT  (+/- 180 meters Scaled)
 QD0946
 QD0946                          SUPERSEDED SURVEY CONTROL
 QD0946
 QD0946  NGVD 29 (??/??/92) 1098.112  (m)         3602.72   (f) ADJ UNCH    1 2
 QD0946
 QD0946.Superseded values are not recommended for survey control.
 QD0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0946.See file dsdata.txt to determine how the superseded data were derived.
 QD0946
 QD0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP343800(NAD 83)
 QD0946_MARKER: DB = BENCH MARK DISK
 QD0946_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 QD0946+WITH SETTING: PAVEMENT
 QD0946_SP_SET: STEP
 QD0946_STAMPING: B 371 1942
 QD0946_MARK LOGO: CGS   
 QD0946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0946+STABILITY: SURFACE MOTION
 QD0946_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QD0946+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1988
 QD0946
 QD0946  HISTORY     - Date     Condition        Report By
 QD0946  HISTORY     - 1942     MONUMENTED       CGS
 QD0946  HISTORY     - 1963     GOOD             NGS
 QD0946  HISTORY     - 19880713 GOOD             NGS
 QD0946
 QD0946                          STATION DESCRIPTION
 QD0946
 QD0946'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 QD0946'IN BEND.
 QD0946'AT THE WEST PART OF BEND AT THE KENWOOD SCHOOL, 190 FEET WEST OF THE
 QD0946'CENTER OF HARMON BLVD., 160 FEET NORTH OF THE CENTER OF NASHVILLE
 QD0946'AVENUE AT THE SOUTHEAST ENTRANCE TO THE KENWOOD SCHOOL IN THE TOP OF
 QD0946'THE SOUTH END OF THE FIRST CONCRETE STEP AND 2 INCHES SOUTHEAST OF THE
 QD0946'END OF THE SOUTHEAST BANNISTER.
 QD0946
 QD0946                          STATION RECOVERY (1988)
 QD0946
 QD0946'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QD0946'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0181 ***********************************************************************
 PB0181  DESIGNATION -  B 372
 PB0181  PID         -  PB0181
 PB0181  STATE/COUNTY-  OR/DESCHUTES
 PB0181  USGS QUAD   -  HORSE RIDGE (1981)
 PB0181
 PB0181                         *CURRENT SURVEY CONTROL
 PB0181  ___________________________________________________________________
 PB0181* NAD 83(1986)-  43 56 47.     (N)    121 06 06.     (W)     SCALED    
 PB0181* NAVD 88     -      1241.581  (meters)    4073.42   (feet)  ADJUSTED  
 PB0181  ___________________________________________________________________
 PB0181  GEOID HEIGHT-         -20.62  (meters)                     GEOID03
 PB0181  DYNAMIC HT  -        1241.043 (meters)    4071.66  (feet)  COMP
 PB0181  MODELED GRAV-     980,142.1   (mgal)                       NAVD 88
 PB0181
 PB0181  VERT ORDER  -  FIRST     CLASS II
 PB0181
 PB0181.The horizontal coordinates were scaled from a topographic map and have
 PB0181.an estimated accuracy of +/- 6 seconds.
 PB0181
 PB0181.The orthometric height was determined by differential leveling
 PB0181.and adjusted in June 1991.
 PB0181
 PB0181.The geoid height was determined by GEOID03.
 PB0181
 PB0181.The dynamic height is computed by dividing the NAVD 88
 PB0181.geopotential number by the normal gravity value computed on the
 PB0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0181.degrees latitude (g = 980.6199 gals.).
 PB0181
 PB0181.The modeled gravity was interpolated from observed gravity values.
 PB0181
 PB0181;                    North         East    Units  Estimated Accuracy
 PB0181;SPC OR S     -   253,420.    1,451,700.      MT  (+/- 180 meters Scaled)
 PB0181
 PB0181                          SUPERSEDED SURVEY CONTROL
 PB0181
 PB0181  NGVD 29 (??/??/92) 1240.393  (m)         4069.52   (f) ADJ UNCH    1 2
 PB0181
 PB0181.Superseded values are not recommended for survey control.
 PB0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0181.See file dsdata.txt to determine how the superseded data were derived.
 PB0181
 PB0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP523676(NAD 83)
 PB0181_MARKER: DB = BENCH MARK DISK
 PB0181_SETTING: 66 = SET IN ROCK OUTCROP
 PB0181_SP_SET: ROCK OUTCROP
 PB0181_STAMPING: B 372 1943
 PB0181_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PB0181+STABILITY: POSITION/ELEVATION WELL
 PB0181
 PB0181  HISTORY     - Date     Condition        Report By
 PB0181  HISTORY     - 1943     MONUMENTED       CGS
 PB0181
 PB0181                          STATION DESCRIPTION
 PB0181
 PB0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 PB0181'15.2 MI SE FROM BEND.
 PB0181'THIS MARK IS ABOUT 13.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 20 AND
 PB0181'ABOUT 2.2 MILES SOUTH ALONG THE OLD BEND-BURNS ROAD FROM THE RAILWAY
 PB0181'STATION AT BEND, SET ON THE SUMMIT OF A RISE, IN THE TOP OF A LAVA
 PB0181'ROCK OUTCROP, 10.0 FEET SOUTHWEST OF A JUNIPER TREE, 43.0 FEET EAST OF
 PB0181'THE CENTER LINE OF THE ROAD, 2.0 FEET WEST OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0104 ***********************************************************************
 PB0104  DESIGNATION -  B 373
 PB0104  PID         -  PB0104
 PB0104  STATE/COUNTY-  OR/DESCHUTES
 PB0104  USGS QUAD   -  BROTHERS (1967)
 PB0104
 PB0104                         *CURRENT SURVEY CONTROL
 PB0104  ___________________________________________________________________
 PB0104* NAD 83(1986)-  43 47 54.     (N)    120 32 56.     (W)     SCALED    
 PB0104* NAVD 88     -      1431.530  (meters)    4696.61   (feet)  ADJUSTED  
 PB0104  ___________________________________________________________________
 PB0104  GEOID HEIGHT-         -19.82  (meters)                     GEOID03
 PB0104  DYNAMIC HT  -        1430.852 (meters)    4694.39  (feet)  COMP
 PB0104  MODELED GRAV-     980,094.5   (mgal)                       NAVD 88
 PB0104
 PB0104  VERT ORDER  -  FIRST     CLASS II
 PB0104
 PB0104.The horizontal coordinates were scaled from a topographic map and have
 PB0104.an estimated accuracy of +/- 6 seconds.
 PB0104
 PB0104.The orthometric height was determined by differential leveling
 PB0104.and adjusted in June 1991.
 PB0104
 PB0104.The geoid height was determined by GEOID03.
 PB0104
 PB0104.The dynamic height is computed by dividing the NAVD 88
 PB0104.geopotential number by the normal gravity value computed on the
 PB0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0104.degrees latitude (g = 980.6199 gals.).
 PB0104
 PB0104.The modeled gravity was interpolated from observed gravity values.
 PB0104
 PB0104;                    North         East    Units  Estimated Accuracy
 PB0104;SPC OR S     -   236,800.    1,496,070.      MT  (+/- 180 meters Scaled)
 PB0104
 PB0104                          SUPERSEDED SURVEY CONTROL
 PB0104
 PB0104  NGVD 29 (??/??/92) 1430.324  (m)         4692.65   (f) ADJ UNCH    1 2
 PB0104
 PB0104.Superseded values are not recommended for survey control.
 PB0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0104.See file dsdata.txt to determine how the superseded data were derived.
 PB0104
 PB0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP971523(NAD 83)
 PB0104_MARKER: DB = BENCH MARK DISK
 PB0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0104_STAMPING: B 373 1943
 PB0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0104+STABILITY: SURFACE MOTION
 PB0104
 PB0104  HISTORY     - Date     Condition        Report By
 PB0104  HISTORY     - 1943     MONUMENTED       CGS
 PB0104
 PB0104                          STATION DESCRIPTION
 PB0104
 PB0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 PB0104'2.9 MI SE FROM BROTHERS.
 PB0104'ABOUT 2.9 MILES SOUTHEAST ALONG THE CENTRAL OREGON HIGHWAY (U.S. 20)
 PB0104'FROM THE STORE AND SERVICE STATION AT BROTHERS, DESCHUTES COUNTY,
 PB0104'ABOUT 0.4 MILE WEST OF AN ABANDONED RANCH HOUSE, ABOUT 0.2 MILE EAST
 PB0104'OF A CURVE TO THE SOUTHWEST IN THE SOUTH RIGHT-OF-WAY FENCE, ON THE
 PB0104'SUMMIT OF A LONG SLOPE, 101 FEET SOUTH OF THE CENTER LINE OF THE
 PB0104'HIGHWAY, 54.5 FEET SOUTH OF A POWER-TRANSMISSION LINE POLE, 2 FEET
 PB0104'NORTH OF THE SOUTH RIGHT-OF-WAY FENCE, AND 2 FEET NORTHWEST OF A WHITE
 PB0104'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED B 373 1943 AND SET IN
 PB0104'THE TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0566 ***********************************************************************
 PB0566  DESIGNATION -  B 374
 PB0566  PID         -  PB0566
 PB0566  STATE/COUNTY-  OR/LAKE
 PB0566  USGS QUAD   -  GLASS BUTTE (1983)
 PB0566
 PB0566                         *CURRENT SURVEY CONTROL
 PB0566  ___________________________________________________________________
 PB0566* NAD 83(1986)-  43 35 27.     (N)    120 02 57.     (W)     SCALED    
 PB0566* NAVD 88     -      1406.755  (meters)    4615.33   (feet)  ADJUSTED  
 PB0566  ___________________________________________________________________
 PB0566  GEOID HEIGHT-         -19.60  (meters)                     GEOID03
 PB0566  DYNAMIC HT  -        1406.067 (meters)    4613.07  (feet)  COMP
 PB0566  MODELED GRAV-     980,080.8   (mgal)                       NAVD 88
 PB0566
 PB0566  VERT ORDER  -  FIRST     CLASS II
 PB0566
 PB0566.The horizontal coordinates were scaled from a topographic map and have
 PB0566.an estimated accuracy of +/- 6 seconds.
 PB0566
 PB0566.The orthometric height was determined by differential leveling
 PB0566.and adjusted in June 1991.
 PB0566
 PB0566.The geoid height was determined by GEOID03.
 PB0566
 PB0566.The dynamic height is computed by dividing the NAVD 88
 PB0566.geopotential number by the normal gravity value computed on the
 PB0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0566.degrees latitude (g = 980.6199 gals.).
 PB0566
 PB0566.The modeled gravity was interpolated from observed gravity values.
 PB0566
 PB0566;                    North         East    Units  Estimated Accuracy
 PB0566;SPC OR S     -   213,840.    1,536,400.      MT  (+/- 180 meters Scaled)
 PB0566
 PB0566                          SUPERSEDED SURVEY CONTROL
 PB0566
 PB0566.No superseded survey control is available for this station.
 PB0566
 PB0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGP382306(NAD 83)
 PB0566_MARKER: DB = BENCH MARK DISK
 PB0566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0566_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0566_STAMPING: B 374 1943
 PB0566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0566+STABILITY: SURFACE MOTION
 PB0566
 PB0566  HISTORY     - Date     Condition        Report By
 PB0566  HISTORY     - 1943     MONUMENTED       CGS
 PB0566
 PB0566                          STATION DESCRIPTION
 PB0566
 PB0566'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 PB0566'12.1 MI SE FROM HAMPTON.
 PB0566'THIS MARK IS ABOUT 12.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 20 FROM
 PB0566'HAMPTON, DESCHUTES COUNTY, 0.3 MILE WEST OF A PROMINENT LONE JUNIPER
 PB0566'TREE NORTH OF THE HIGHWAY, SET IN LINE WITH THE POWER POLES, 11.0 FEET
 PB0566'EAST OF A POWER POLE, 100 FEET SOUTH OF THE CENTER LINE OF THE
 PB0566'HIGHWAY, PROJECTING ABOUT 3-INCHES ABOVE THE GROUND, 2.0 FEET NORTH OF
 PB0566'A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0064 ***********************************************************************
 NY0064  DESIGNATION -  B 375
 NY0064  PID         -  NY0064
 NY0064  STATE/COUNTY-  OR/LAKE
 NY0064  USGS QUAD   -  LAKEVIEW NE (1964)
 NY0064
 NY0064                         *CURRENT SURVEY CONTROL
 NY0064  ___________________________________________________________________
 NY0064* NAD 83(1986)-  42 10 44.     (N)    120 21 59.     (W)     SCALED    
 NY0064* NAVD 88     -      1441.831  (meters)    4730.41   (feet)  ADJUSTED  
 NY0064  ___________________________________________________________________
 NY0064  GEOID HEIGHT-         -21.04  (meters)                     GEOID03
 NY0064  DYNAMIC HT  -        1440.879 (meters)    4727.28  (feet)  COMP
 NY0064  MODELED GRAV-     979,911.4   (mgal)                       NAVD 88
 NY0064
 NY0064  VERT ORDER  -  FIRST     CLASS II
 NY0064
 NY0064.The horizontal coordinates were scaled from a topographic map and have
 NY0064.an estimated accuracy of +/- 6 seconds.
 NY0064
 NY0064.The orthometric height was determined by differential leveling
 NY0064.and adjusted in June 1991.
 NY0064
 NY0064.The geoid height was determined by GEOID03.
 NY0064
 NY0064.The dynamic height is computed by dividing the NAVD 88
 NY0064.geopotential number by the normal gravity value computed on the
 NY0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0064.degrees latitude (g = 980.6199 gals.).
 NY0064
 NY0064.The modeled gravity was interpolated from observed gravity values.
 NY0064
 NY0064;                    North         East    Units  Estimated Accuracy
 NY0064;SPC OR S     -    56,910.    1,511,040.      MT  (+/- 180 meters Scaled)
 NY0064
 NY0064                          SUPERSEDED SURVEY CONTROL
 NY0064
 NY0064  NGVD 29 (??/??/92) 1440.633  (m)         4726.48   (f) ADJ UNCH    1 2
 NY0064
 NY0064.Superseded values are not recommended for survey control.
 NY0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0064.See file dsdata.txt to determine how the superseded data were derived.
 NY0064
 NY0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGM175729(NAD 83)
 NY0064_MARKER: DB = BENCH MARK DISK
 NY0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NY0064_STAMPING: B 375 1942
 NY0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0064+STABILITY: SURFACE MOTION
 NY0064
 NY0064  HISTORY     - Date     Condition        Report By
 NY0064  HISTORY     - 1942     MONUMENTED       CGS
 NY0064  HISTORY     - 1948     GOOD             NGS
 NY0064
 NY0064                          STATION DESCRIPTION
 NY0064
 NY0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NY0064'2.0 MI SW FROM LAKEVIEW.
 NY0064'ALONG STATE HIGHWAY NO 66, 1.0 MILE SOUTH OF A STATE HIGHWAY SCALES
 NY0064'HOUSE, 54 FEET EAST OF A ROAD JUNCTION NEAR A SMALL WOODEN BRIDGE AND
 NY0064'AIRPORT SIGN, AND 48 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY.
 NY0064'WITNESS POST SET.
 NY0064
 NY0064                          STATION RECOVERY (1948)
 NY0064
 NY0064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 NY0064'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0140 ***********************************************************************
 NY0140  DESIGNATION -  B 376
 NY0140  PID         -  NY0140
 NY0140  STATE/COUNTY-  OR/LAKE
 NY0140  USGS QUAD   -  QUARTZ VALLEY (1988)
 NY0140
 NY0140                         *CURRENT SURVEY CONTROL
 NY0140  ___________________________________________________________________
 NY0140* NAD 83(1986)-  42 17 40.     (N)    120 46 25.     (W)     SCALED    
 NY0140* NAVD 88     -      1607.255  (meters)    5273.14   (feet)  ADJUSTED  
 NY0140  ___________________________________________________________________
 NY0140  GEOID HEIGHT-         -21.11  (meters)                     GEOID03
 NY0140  DYNAMIC HT  -        1606.178 (meters)    5269.60  (feet)  COMP
 NY0140  MODELED GRAV-     979,895.1   (mgal)                       NAVD 88
 NY0140
 NY0140  VERT ORDER  -  FIRST     CLASS II
 NY0140
 NY0140.The horizontal coordinates were scaled from a topographic map and have
 NY0140.an estimated accuracy of +/- 6 seconds.
 NY0140
 NY0140.The orthometric height was determined by differential leveling
 NY0140.and adjusted in June 1991.
 NY0140.WARNING-Repeat measurements at this control monument indicate possible
 NY0140.vertical movement.
 NY0140
 NY0140.The geoid height was determined by GEOID03.
 NY0140
 NY0140.The dynamic height is computed by dividing the NAVD 88
 NY0140.geopotential number by the normal gravity value computed on the
 NY0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0140.degrees latitude (g = 980.6199 gals.).
 NY0140
 NY0140.The modeled gravity was interpolated from observed gravity values.
 NY0140
 NY0140;                    North         East    Units  Estimated Accuracy
 NY0140;SPC OR S     -    69,770.    1,477,440.      MT  (+/- 180 meters Scaled)
 NY0140
 NY0140                          SUPERSEDED SURVEY CONTROL
 NY0140
 NY0140  NGVD 29 (??/??/92) 1606.040  (m)         5269.15   (f) ADJ UNCH    1 2
 NY0140
 NY0140.Superseded values are not recommended for survey control.
 NY0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0140.See file dsdata.txt to determine how the superseded data were derived.
 NY0140
 NY0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM835848(NAD 83)
 NY0140_MARKER: DB = BENCH MARK DISK
 NY0140_SETTING: 80 = SET IN A BOULDER
 NY0140_SP_SET: BOULDER
 NY0140_STAMPING: B 376 1942
 NY0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0140+STABILITY: SURFACE MOTION
 NY0140
 NY0140  HISTORY     - Date     Condition        Report By
 NY0140  HISTORY     - 1942     MONUMENTED       CGS
 NY0140  HISTORY     - 1957     MARK NOT FOUND   NGS
 NY0140  HISTORY     - 19841203 MARK NOT FOUND   USPSQD
 NY0140
 NY0140                          STATION DESCRIPTION
 NY0140
 NY0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NY0140'16.21 MI E FROM BLY.
 NY0140'LOCATED ALONG OREGON STATE HIGHWAY NO. 66, 20 FEET SOUTHWEST OF CENTER
 NY0140'OF HIGHWAY, 1 1/2 FEET ABOVE HIGHWAY LEVEL, 16 FEET SOUTHWEST OF
 NY0140'34-INCH PINE TREE WITH TRIANGULAR BLAZE, A DISK SET IN TOP OF LARGE
 NY0140'ROCK, WITNESS POST SET.
 NY0140
 NY0140                          STATION RECOVERY (1957)
 NY0140
 NY0140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 NY0140'MARK NOT FOUND.
 NY0140
 NY0140                          STATION RECOVERY (1984)
 NY0140
 NY0140'RECOVERY NOTE BY US POWER SQUADRON 1984 (DKT)
 NY0140'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0656 ***********************************************************************
 RB0656  DESIGNATION -  B 378
 RB0656  PID         -  RB0656
 RB0656  STATE/COUNTY-  OR/UMATILLA
 RB0656  USGS QUAD   -  UMATILLA (1993)
 RB0656
 RB0656                         *CURRENT SURVEY CONTROL
 RB0656  ___________________________________________________________________
 RB0656* NAD 83(1991)-  45 55 52.25354(N)    119 16 12.65826(W)     ADJUSTED  
 RB0656* NAVD 88     -       108.446  (meters)     355.79   (feet)  POSTED    
 RB0656  ___________________________________________________________________
 RB0656  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 RB0656  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 RB0656  DYNAMIC HT  -         108.450 (meters)     355.81  (feet)  COMP
 RB0656  MODELED GRAV-     980,612.0   (mgal)                       NAVD 88
 RB0656
 RB0656  HORZ ORDER  -  THIRD
 RB0656  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 RB0656
 RB0656.The horizontal coordinates were established by classical geodetic methods
 RB0656.and adjusted by the National Geodetic Survey in October 1991.
 RB0656
 RB0656.The orthometric height was determined by differential leveling
 RB0656.and adjusted by the  in 1992.
 RB0656.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 RB0656.rate of 1.1 thru 2.0 mm/km.
 RB0656
 RB0656.The Laplace correction was computed from DEFLEC99 derived deflections.
 RB0656
 RB0656.The geoid height was determined by GEOID03.
 RB0656
 RB0656.The dynamic height is computed by dividing the NAVD 88
 RB0656.geopotential number by the normal gravity value computed on the
 RB0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0656.degrees latitude (g = 980.6199 gals.).
 RB0656
 RB0656.The modeled gravity was interpolated from observed gravity values.
 RB0656
 RB0656;                    North         East     Units Scale Factor Converg.
 RB0656;SPC OR N     -   252,371.522 2,595,378.447   MT  0.99998323   +0 52 19.8
 RB0656;SPC OR N     -   827,990.56  8,515,021.15   iFT  0.99998323   +0 52 19.8
 RB0656;SPC WA S     -    67,194.610   595,377.887   MT  0.99997925   +0 53 36.0
 RB0656;SPC WA S     -   220,454.32  1,953,335.62   sFT  0.99997925   +0 53 36.0
 RB0656;UTM  11      - 5,088,907.258   323,998.122   MT  0.99998083   -1 37 53.6
 RB0656
 RB0656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RB0656!SPC OR N     -   0.99998640  x   0.99998323  =   0.99996963
 RB0656!SPC WA S     -   0.99998640  x   0.99997925  =   0.99996565
 RB0656!UTM  11      -   0.99998640  x   0.99998083  =   0.99996723
 RB0656
 RB0656:                Primary Azimuth Mark                     Grid Az
 RB0656:SPC OR N     -  EXPANSION                                307 28 27.6
 RB0656:SPC WA S     -  EXPANSION                                307 27 11.4
 RB0656:UTM  11      -  EXPANSION                                309 58 41.0
 RB0656
 RB0656|---------------------------------------------------------------------|
 RB0656| PID    Reference Object                     Distance      Geod. Az  |
 RB0656|                                                           dddmmss.s |
 RB0656| RB1415 EXPANSION                           APPROX. 5.1 KM 3082047.4 |
 RB0656|---------------------------------------------------------------------|
 RB0656
 RB0656                          SUPERSEDED SURVEY CONTROL
 RB0656
 RB0656  NAD 83(1986)-  45 55 52.26020(N)    119 16 12.65275(W) AD(       ) 3
 RB0656  NAD 27      -  45 55 52.78500(N)    119 16 08.59700(W) AD(       ) 3
 RB0656  NGVD 29 (??/??/92)  107.44   (m)          352.5    (f) COMPUTED    1 2
 RB0656
 RB0656.Superseded values are not recommended for survey control.
 RB0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0656.See file dsdata.txt to determine how the superseded data were derived.
 RB0656
 RB0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL2399888907(NAD 83)
 RB0656_MARKER: DB = BENCH MARK DISK
 RB0656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0656_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0656_STAMPING: B 378 1943
 RB0656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0656+STABILITY: SURFACE MOTION
 RB0656
 RB0656  HISTORY     - Date     Condition        Report By
 RB0656  HISTORY     - 1947     MONUMENTED       CGS
 RB0656  HISTORY     - 1956     SEE DESCRIPTION  CGS
 RB0656  HISTORY     - 1961     MARK NOT FOUND   NGS
 RB0656
 RB0656                          STATION DESCRIPTION
 RB0656
 RB0656'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (WRH)
 RB0656'THE STATION IS LOCATED ALONG THE UNION PACIFIC RAILROAD, ABOUT
 RB0656'1/2 MILE SOUTH OF THE COLUMBIA RIVER, 5-1/2 MILES EAST OF THE
 RB0656'TOWN OF PLYMOUTH, WASHINGTON, AND ABOUT 4 MILES EAST NORTHEAST
 RB0656'OF THE TOWN OF UMATILLA, OREGON.
 RB0656'
 RB0656'THE STATION MARK, STAMPED B 378 1943, IS A STANDARD USC AND GS
 RB0656'BENCH MARK DISK THAT IS SET IN THE TOP OF A 10 BY 10 INCH CONCRETE
 RB0656'BLOCK THAT PROJECTS ABOVE THE SURFACE OF THE GROUND ABOUT 2
 RB0656'INCHES.  IT IS 60 FEET EAST OF A POWER POLE, 57 FEET WEST
 RB0656'SOUTHWEST OF A POWER POLE, 25 FEET NORTH OF THE NORTH RAIL OF THE
 RB0656'RAILROAD TRACK, 50 YARDS NORTH NORTHWEST OF A PROMINENT ROCKY
 RB0656'CLIFF, AND IS MARKED BY A WHITE WITNESS POST 2 FEET TO THE
 RB0656'WEST.
 RB0656'
 RB0656'TO REACH THE STATION FROM THE POST OFFICE IN UMATILLA, GO EAST
 RB0656'ON ROAD PARALLEL TO AND NORTH OF RAILROAD TRACK FOR 0.4 MILE.  TURN
 RB0656'RIGHT, SOUTH, ACROSS TRACKS FOR ABOUT 100 YARDS TO U.S. HIGHWAY
 RB0656'730.  TURN LEFT ON THE HIGHWAY FOR 1.4 MILES TO A GRAVEL ROAD TO
 RB0656'THE LEFT (NORTH).  TURN LEFT AND FOLLOW THE MAIN TRAVELED ROAD
 RB0656'FOR 0.3 MILE TO A CROSSROADS.  CONTINUE STRAIGHT AHEAD,
 RB0656'NORTHEAST, THEN EAST ON THE MAIN ROAD 0.8 MILE TO A CROSSROADS.
 RB0656'BEAR LEFT ALONG THE POWERLINE ROAD FOR 1.0 MILE AND THEN TURN
 RB0656'LEFT, NORTHEAST, ACROSS COUNTRY TO THE FOOT OF A
 RB0656'PROMINENT BLUFF AND THE END OF TRUCK TRAVEL.  FROM HERE THE
 RB0656'STATION IS ABOUT 50 YARDS NORTHEAST.
 RB0656'
 RB0656'NOTE--DUE TO CONSTRUCTION IN THIS AREA AT THIS TIME THE ROADS
 RB0656'MENTIONED WILL NO DOUBT CHANGE.
 RB0656
 RB0656                          STATION RECOVERY (1956)
 RB0656
 RB0656'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (VRS)
 RB0656'THE STATION WAS RECOVERED IN GOOD CONDITION ABOUT 4 MILES NORTHEAST
 RB0656'OF UMATILLA, ALONG AN ABANDONED RAILROAD GRADE, 85 FEET SOUTH OF
 RB0656'THE SOUTH BANK OF THE COLUMBIA RIVER, 22.5 FEET NORTHWEST OF
 RB0656'THE NORTHWEST CORNER OF A CATTLE GUARD, 8.8 FEET WEST OF A FENCE
 RB0656'AND 2 FEET EAST OF A WITNESS POST.
 RB0656'
 RB0656'TO REACH FROM THE SOUTH END OF THE MC NARY DAM GO EAST 0.05 MILE
 RB0656'TO A FORK.  BEAR LEFT DOWNHILL 0.1 MILE TO A FORK.  KEEP RIGHT
 RB0656'0.45 MILE TO A FORK.  CONTINUE STRAIGHT 0.1 MILE TO A FORK.  TAKE
 RB0656'LEFT FORK 0.15 MILE TO AN ABANDONED RAILROAD GRADE.  BEAR RIGHT
 RB0656'ALONG OLD GRADE FOR 0.3 MILE TO FENCE AND THE STATION ON THE
 RB0656'LEFT.
 RB0656'
 RB0656'THE STATION MARK IS A STANDARD BENCH MARK DISK STAMPED B 378
 RB0656'1943, SET IN THE TOP OF A CONCRETE MONUMENT PROJECTING 2 INCHES.
 RB0656'
 RB0656'THERE ARE NO REFERENCE MARKS.
 RB0656
 RB0656                          STATION RECOVERY (1961)
 RB0656
 RB0656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 RB0656'3.8 MI E FROM UMATILLA.
 RB0656'THIS MARK WAS 3.8 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 RB0656'STATION AT UMATILLA, OPPOSITE THE WEST END OF A PROMINENT ROCK BLUFF,
 RB0656'27 FEET NORTH OF THE NORTH RAIL.  THE RAILROAD TRACKS NOW END AT THE
 RB0656'SOUTH END OF THE MCNARY DAM.  THERE IS NOW A GRAVELED ROAD ALONG THE
 RB0656'OLD RAILROAD TRACK-BED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0515 ***********************************************************************
 QC0515  DESIGNATION -  B 38
 QC0515  PID         -  QC0515
 QC0515  STATE/COUNTY-  OR/GRANT
 QC0515  USGS QUAD   -  MT MISERY (1990)
 QC0515
 QC0515                         *CURRENT SURVEY CONTROL
 QC0515  ___________________________________________________________________
 QC0515* NAD 83(1986)-  44 40 37.     (N)    119 38 53.     (W)     SCALED    
 QC0515* NAVD 88     -       608.002  (meters)    1994.75   (feet)  ADJUSTED  
 QC0515  ___________________________________________________________________
 QC0515  GEOID HEIGHT-         -19.30  (meters)                     GEOID03
 QC0515  DYNAMIC HT  -         607.845 (meters)    1994.24  (feet)  COMP
 QC0515  MODELED GRAV-     980,339.7   (mgal)                       NAVD 88
 QC0515
 QC0515  VERT ORDER  -  FIRST     CLASS II
 QC0515
 QC0515.The horizontal coordinates were scaled from a topographic map and have
 QC0515.an estimated accuracy of +/- 6 seconds.
 QC0515
 QC0515.The orthometric height was determined by differential leveling
 QC0515.and adjusted in June 1991.
 QC0515
 QC0515.The geoid height was determined by GEOID03.
 QC0515
 QC0515.The dynamic height is computed by dividing the NAVD 88
 QC0515.geopotential number by the normal gravity value computed on the
 QC0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0515.degrees latitude (g = 980.6199 gals.).
 QC0515
 QC0515.The modeled gravity was interpolated from observed gravity values.
 QC0515
 QC0515;                    North         East    Units  Estimated Accuracy
 QC0515;SPC OR N     -   112,620.    2,567,540.      MT  (+/- 180 meters Scaled)
 QC0515
 QC0515                          SUPERSEDED SURVEY CONTROL
 QC0515
 QC0515  NGVD 29 (??/??/92)  606.888  (m)         1991.10   (f) ADJ UNCH    1 2
 QC0515
 QC0515.Superseded values are not recommended for survey control.
 QC0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0515.See file dsdata.txt to determine how the superseded data were derived.
 QC0515
 QC0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKK901504(NAD 83)
 QC0515_MARKER: DB = BENCH MARK DISK
 QC0515_SETTING: 80 = SET IN A BOULDER
 QC0515_SP_SET: BOULDER
 QC0515_STAMPING: 1991.335 B 38 1930
 QC0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0515+STABILITY: SURFACE MOTION
 QC0515
 QC0515  HISTORY     - Date     Condition        Report By
 QC0515  HISTORY     - 1930     MONUMENTED       CGS
 QC0515  HISTORY     - 1963     GOOD             NGS
 QC0515
 QC0515                          STATION DESCRIPTION
 QC0515
 QC0515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 QC0515'6.8 MI S FROM KIMBERLY.
 QC0515'6.8 MILES SOUTH ALONG STATE HIGHWAY 19 FROM THE KIMBERLY POST OFFICE,
 QC0515'0.1 MILE NORTHWEST OF MILE POST NO. 112, 115 FEET NORTHWEST OF THE
 QC0515'NORTH END OF A CULVERT UNDER THE HIGHWAY, 25 FEET NORTH OF THE CENTER
 QC0515'OF THE HIGHWAY, 13 FEET SOUTH OF A FENCE AND 2 FEET NORTHWEST OF A
 QC0515'METAL WITNESS POST.  THE BOULDER IS 2 BY 3 FEET AND IS FLUSH WITH THE
 QC0515'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0859 ***********************************************************************
 QE0859  DESIGNATION -  B 380
 QE0859  PID         -  QE0859
 QE0859  STATE/COUNTY-  OR/LANE
 QE0859  USGS QUAD   -  EUGENE EAST (1986)
 QE0859
 QE0859                         *CURRENT SURVEY CONTROL
 QE0859  ___________________________________________________________________
 QE0859* NAD 83(1986)-  44 02 40.     (N)    123 03 39.     (W)     SCALED    
 QE0859* NAVD 88     -       139.540  (meters)     457.81   (feet)  ADJUSTED  
 QE0859  ___________________________________________________________________
 QE0859  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 QE0859  DYNAMIC HT  -         139.520 (meters)     457.74  (feet)  COMP
 QE0859  MODELED GRAV-     980,472.5   (mgal)                       NAVD 88
 QE0859
 QE0859  VERT ORDER  -  FIRST     CLASS II
 QE0859
 QE0859.The horizontal coordinates were scaled from a topographic map and have
 QE0859.an estimated accuracy of +/- 6 seconds.
 QE0859
 QE0859.The orthometric height was determined by differential leveling
 QE0859.and adjusted in June 1991.
 QE0859
 QE0859.The geoid height was determined by GEOID03.
 QE0859
 QE0859.The dynamic height is computed by dividing the NAVD 88
 QE0859.geopotential number by the normal gravity value computed on the
 QE0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0859.degrees latitude (g = 980.6199 gals.).
 QE0859
 QE0859.The modeled gravity was interpolated from observed gravity values.
 QE0859
 QE0859;                    North         East    Units  Estimated Accuracy
 QE0859;SPC OR S     -   267,280.    1,294,790.      MT  (+/- 180 meters Scaled)
 QE0859
 QE0859                          SUPERSEDED SURVEY CONTROL
 QE0859
 QE0859  NGVD 29 (??/??/92)  138.438  (m)          454.19   (f) ADJ UNCH    1 2
 QE0859
 QE0859.Superseded values are not recommended for survey control.
 QE0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0859.See file dsdata.txt to determine how the superseded data were derived.
 QE0859
 QE0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP951768(NAD 83)
 QE0859_MARKER: DD = SURVEY DISK
 QE0859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0859_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0859_STAMPING: B 380 1943
 QE0859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0859+STABILITY: SURFACE MOTION
 QE0859
 QE0859  HISTORY     - Date     Condition        Report By
 QE0859  HISTORY     - 1943     MONUMENTED       ORHD
 QE0859  HISTORY     - 1943     GOOD             NGS
 QE0859  HISTORY     - 1987     MARK NOT FOUND   NGS
 QE0859
 QE0859                          STATION DESCRIPTION
 QE0859
 QE0859'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QE0859'1.95 MI E FROM EUGENE.
 QE0859'ALONG U. S. HIGHWAY NO. 99, 1.95 MILES EAST OF THE POST OFFICE AT
 QE0859'EUGENE, 0.45 MILE EAST OF THE HIGHWAY BRIDGE OVER RAILROAD, 180.2 FEET
 QE0859'EAST OF THE CURB ON THE EAST SIDE OF WALNUT STREET, 25.6 FEET WEST OF
 QE0859'THE NORTHWEST CORNER OF WIRE FENCE AROUND OREGON STATE HIGHWAY
 QE0859'MAINTENANCE YARD, 7.0 FEET SOUTH OF THE SOUTH EDGE OF THE SIDEWALK
 QE0859'ALONG THE SOUTH SIDE OF U. S. HIGHWAY NO. 99 (EASTBOUND), ABOUT 2.0
 QE0859'FEET ABOVE THE LEVEL OF THE HIGHWAY, 1.0 FOOT EAST OF A REFERENCE POST
 QE0859'PAINTED USBM, SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 QE0859'ABOVE THE GROUND.
 QE0859
 QE0859                          STATION RECOVERY (1987)
 QE0859
 QE0859'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE0859'THE HIGHWAY HAS BEEN WIDEN AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0317 ***********************************************************************
 RC0317  DESIGNATION -  B 381
 RC0317  PID         -  RC0317
 RC0317  STATE/COUNTY-  OR/GILLIAM
 RC0317  USGS QUAD   -  MATNEY FLAT (1970)
 RC0317
 RC0317                         *CURRENT SURVEY CONTROL
 RC0317  ___________________________________________________________________
 RC0317* NAD 83(1986)-  45 13 48.     (N)    120 07 28.     (W)     SCALED    
 RC0317* NAVD 88     -       842.863  (meters)    2765.29   (feet)  ADJUSTED  
 RC0317  ___________________________________________________________________
 RC0317  GEOID HEIGHT-         -20.47  (meters)                     GEOID03
 RC0317  DYNAMIC HT  -         842.706 (meters)    2764.78  (feet)  COMP
 RC0317  MODELED GRAV-     980,402.3   (mgal)                       NAVD 88
 RC0317
 RC0317  VERT ORDER  -  SECOND    CLASS 0
 RC0317
 RC0317.The horizontal coordinates were scaled from a topographic map and have
 RC0317.an estimated accuracy of +/- 6 seconds.
 RC0317
 RC0317.The orthometric height was determined by differential leveling
 RC0317.and adjusted in June 1991.
 RC0317
 RC0317.The geoid height was determined by GEOID03.
 RC0317
 RC0317.The dynamic height is computed by dividing the NAVD 88
 RC0317.geopotential number by the normal gravity value computed on the
 RC0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0317.degrees latitude (g = 980.6199 gals.).
 RC0317
 RC0317.The modeled gravity was interpolated from observed gravity values.
 RC0317
 RC0317;                    North         East    Units  Estimated Accuracy
 RC0317;SPC OR N     -   173,790.    2,529,490.      MT  (+/- 180 meters Scaled)
 RC0317
 RC0317                          SUPERSEDED SURVEY CONTROL
 RC0317
 RC0317  NGVD 29 (??/??/92)  841.78   (m)         2761.7    (f) COMPUTED    2 0
 RC0317
 RC0317.Superseded values are not recommended for survey control.
 RC0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0317.See file dsdata.txt to determine how the superseded data were derived.
 RC0317
 RC0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGR257125(NAD 83)
 RC0317_MARKER: DB = BENCH MARK DISK
 RC0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC0317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC0317_STAMPING: B 381 1943
 RC0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0317+STABILITY: SURFACE MOTION
 RC0317
 RC0317  HISTORY     - Date     Condition        Report By
 RC0317  HISTORY     - 1943     MONUMENTED       CGS
 RC0317
 RC0317                          STATION DESCRIPTION
 RC0317
 RC0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 RC0317'3.25 MI E FROM CONDON.
 RC0317'ABOUT 3.25 MILES EAST ALONG STATE HIGHWAY 206 FROM THE POST OFFICE AT
 RC0317'CONDON, 1.65 MILES WEST OF THE JUNCTION WITH A SIDE ROAD SOUTH TO
 RC0317'LONEROCK, 0.7 MILE WEST OF 2 METAL GRAIN STORAGE BINS, 22.5 FEET NORTH
 RC0317'OF THE CENTER OF THE HIGHWAY, 2.2 FEET SOUTH OF THE RIGHT OF WAY
 RC0317'FENCE, 4.6 FEET SOUTHWEST OF A REFERENCE POST, PROJECTING 7 INCHES
 RC0317'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0318 ***********************************************************************
 RC0318  DESIGNATION -  B 381 RESET
 RC0318  PID         -  RC0318
 RC0318  STATE/COUNTY-  OR/GILLIAM
 RC0318  USGS QUAD   -  MATNEY FLAT (1970)
 RC0318
 RC0318                         *CURRENT SURVEY CONTROL
 RC0318  ___________________________________________________________________
 RC0318* NAD 83(1986)-  45 13 48.     (N)    120 07 28.     (W)     SCALED    
 RC0318* NAVD 88     -       843.55   (+/-2cm)    2767.5    (feet)  VERTCON   
 RC0318  ___________________________________________________________________
 RC0318  GEOID HEIGHT-         -20.47  (meters)                     GEOID03
 RC0318  VERT ORDER  -  THIRD (See Below)
 RC0318
 RC0318.The horizontal coordinates were scaled from a topographic map and have
 RC0318.an estimated accuracy of +/- 6 seconds.
 RC0318
 RC0318.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC0318.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC0318.The vertical order pertains to the NGVD 29 superseded value.
 RC0318
 RC0318.The geoid height was determined by GEOID03.
 RC0318
 RC0318;                    North         East    Units  Estimated Accuracy
 RC0318;SPC OR N     -   173,790.    2,529,490.      MT  (+/- 180 meters Scaled)
 RC0318
 RC0318                          SUPERSEDED SURVEY CONTROL
 RC0318
 RC0318  NGVD 29 (??/??/??)  842.46   (m)         2764.0    (f) RESET       3  
 RC0318
 RC0318.Superseded values are not recommended for survey control.
 RC0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0318.See file dsdata.txt to determine how the superseded data were derived.
 RC0318
 RC0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGR257125(NAD 83)
 RC0318_MARKER: DB = BENCH MARK DISK
 RC0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC0318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC0318_STAMPING: B 381 RESET 1962
 RC0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0318+STABILITY: SURFACE MOTION
 RC0318
 RC0318  HISTORY     - Date     Condition        Report By
 RC0318  HISTORY     - 1962     MONUMENTED       CGS
 RC0318  HISTORY     - 1962     GOOD             NGS
 RC0318
 RC0318                          STATION DESCRIPTION
 RC0318
 RC0318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RC0318'3.0 MI E FROM CONDON.
 RC0318'REACHED FROM THE POST OFFICE AT CONDON GO EAST ALONG STATE HIGHWAY 206
 RC0318'FOR 3.0 MILES TO THE CREST OF A SMALL RIDGE, 30 FEET NORTH OF THE
 RC0318'CENTER OF THE HIGHWAY, AND ABOUT 2 FEET HIGHER, 0.5 FOOT SOUTH OF THE
 RC0318'NORTH RIGHT OF WAY FENCE, ABOUT 150 FEET WEST AND ACROSS THE HIGHWAY
 RC0318'FROM HIGHWAY MILE POST 48, 2 FEET EAST OF A TELEPHONE POLE, AND 1 FOOT
 RC0318'WEST OF A METAL WITNESS POST.  A STANDARD BENCH MARK DISK SET IN THE
 RC0318'TOP OF A CONCRETE POST THAT IS PROJECTING ABOUT 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0372 ***********************************************************************
 PA0372  DESIGNATION -  B 382
 PA0372  PID         -  PA0372
 PA0372  STATE/COUNTY-  OR/HARNEY
 PA0372  USGS QUAD   -  BURNS (1960)
 PA0372
 PA0372                         *CURRENT SURVEY CONTROL
 PA0372  ___________________________________________________________________
 PA0372* NAD 83(1986)-  43 36 51.     (N)    119 00 17.     (W)     SCALED    
 PA0372* NAVD 88     -      1267.515  (meters)    4158.51   (feet)  ADJUSTED  
 PA0372  ___________________________________________________________________
 PA0372  GEOID HEIGHT-         -18.98  (meters)                     GEOID03
 PA0372  DYNAMIC HT  -        1266.909 (meters)    4156.52  (feet)  COMP
 PA0372  MODELED GRAV-     980,096.7   (mgal)                       NAVD 88
 PA0372
 PA0372  VERT ORDER  -  FIRST     CLASS II
 PA0372
 PA0372.The horizontal coordinates were scaled from a topographic map and have
 PA0372.an estimated accuracy of +/- 6 seconds.
 PA0372
 PA0372.The orthometric height was determined by differential leveling
 PA0372.and adjusted in June 1991.
 PA0372
 PA0372.The geoid height was determined by GEOID03.
 PA0372
 PA0372.The dynamic height is computed by dividing the NAVD 88
 PA0372.geopotential number by the normal gravity value computed on the
 PA0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0372.degrees latitude (g = 980.6199 gals.).
 PA0372
 PA0372.The modeled gravity was interpolated from observed gravity values.
 PA0372
 PA0372;                    North         East    Units  Estimated Accuracy
 PA0372;SPC OR S     -   217,410.    1,620,690.      MT  (+/- 180 meters Scaled)
 PA0372
 PA0372                          SUPERSEDED SURVEY CONTROL
 PA0372
 PA0372  NGVD 29 (??/??/92) 1266.328  (m)         4154.61   (f) ADJ UNCH    1 2
 PA0372
 PA0372.Superseded values are not recommended for survey control.
 PA0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0372.See file dsdata.txt to determine how the superseded data were derived.
 PA0372
 PA0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ382309(NAD 83)
 PA0372_MARKER: DB = BENCH MARK DISK
 PA0372_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PA0372_SP_SET: BRIDGE
 PA0372_STAMPING: B 382 1943
 PA0372_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PA0372
 PA0372  HISTORY     - Date     Condition        Report By
 PA0372  HISTORY     - 1943     MONUMENTED       CGS
 PA0372
 PA0372                          STATION DESCRIPTION
 PA0372
 PA0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 PA0372'3.6 MI E FROM BURNS.
 PA0372'ALONG U.S. HIGHWAY 20, 3.6 MILES EAST FROM THE POST OFFICE AT BURNS,
 PA0372'IN THE SOUTHWEST CORNER OF THE WEST END OF BRIDGE (SUSANS BRIDGE) OVER
 PA0372'A SMALL CREEK, 13.6 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 5.6
 PA0372'FEET EAST OF THE SOUTHWEST CORNER OF BRIDGE AND ABOUT 8 INCHES ABOVE
 PA0372'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0065 ***********************************************************************
 PA0065  DESIGNATION -  B 383
 PA0065  PID         -  PA0065
 PA0065  STATE/COUNTY-  OR/MALHEUR
 PA0065  USGS QUAD   -  PETES MOUNTAIN (1990)
 PA0065
 PA0065                         *CURRENT SURVEY CONTROL
 PA0065  ___________________________________________________________________
 PA0065* NAD 83(1986)-  43 46 32.     (N)    118 10 54.     (W)     SCALED    
 PA0065* NAVD 88     -      1016.776  (meters)    3335.87   (feet)  ADJUSTED  
 PA0065  ___________________________________________________________________
 PA0065  GEOID HEIGHT-         -18.27  (meters)                     GEOID03
 PA0065  DYNAMIC HT  -        1016.343 (meters)    3334.45  (feet)  COMP
 PA0065  MODELED GRAV-     980,159.4   (mgal)                       NAVD 88
 PA0065
 PA0065  VERT ORDER  -  FIRST     CLASS II
 PA0065
 PA0065.The horizontal coordinates were scaled from a topographic map and have
 PA0065.an estimated accuracy of +/- 6 seconds.
 PA0065
 PA0065.The orthometric height was determined by differential leveling
 PA0065.and adjusted in June 1991.
 PA0065
 PA0065.The geoid height was determined by GEOID03.
 PA0065
 PA0065.The dynamic height is computed by dividing the NAVD 88
 PA0065.geopotential number by the normal gravity value computed on the
 PA0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0065.degrees latitude (g = 980.6199 gals.).
 PA0065
 PA0065.The modeled gravity was interpolated from observed gravity values.
 PA0065
 PA0065;                    North         East    Units  Estimated Accuracy
 PA0065;SPC OR S     -   236,850.    1,686,610.      MT  (+/- 180 meters Scaled)
 PA0065
 PA0065                          SUPERSEDED SURVEY CONTROL
 PA0065
 PA0065  NGVD 29 (??/??/92) 1015.660  (m)         3332.21   (f) ADJ UNCH    1 2
 PA0065
 PA0065.Superseded values are not recommended for survey control.
 PA0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0065.See file dsdata.txt to determine how the superseded data were derived.
 PA0065
 PA0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ049476(NAD 83)
 PA0065_MARKER: DB = BENCH MARK DISK
 PA0065_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PA0065_SP_SET: BRIDGE
 PA0065_STAMPING: B 383 1943
 PA0065_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PA0065
 PA0065  HISTORY     - Date     Condition        Report By
 PA0065  HISTORY     - 1943     MONUMENTED       CGS
 PA0065  HISTORY     - 1966     MARK NOT FOUND   NGS
 PA0065  HISTORY     - 19870801 MARK NOT FOUND   USGS
 PA0065
 PA0065                          STATION DESCRIPTION
 PA0065
 PA0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 PA0065'6.35 MI W FROM JUNTURA.
 PA0065'ABOUT 6.35 MILES WEST ALONG U.S. HIGHWAY 20 FROM THE STATION AT
 PA0065'JUNTURA, MALHEUR COUNTY, AT HIGHWAY MILAGE 183.55, SET IN THE EAST END
 PA0065'OF THE SOUTH PILASTER OF A BRIDGE OVER CHIMNEY CREEK, 12.4 FEET SOUTH
 PA0065'OF THE CENTER OF THE HIGHWAY.
 PA0065
 PA0065                          STATION RECOVERY (1966)
 PA0065
 PA0065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 PA0065'MARK NOT FOUND.
 PA0065
 PA0065                          STATION RECOVERY (1987)
 PA0065
 PA0065'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (DMP)
 PA0065'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0551 ***********************************************************************
 PA0551  DESIGNATION -  B 384
 PA0551  PID         -  PA0551
 PA0551  STATE/COUNTY-  OR/MALHEUR
 PA0551  USGS QUAD   -  DE ARMOND MOUNTAIN (1990)
 PA0551
 PA0551                         *CURRENT SURVEY CONTROL
 PA0551  ___________________________________________________________________
 PA0551* NAD 83(1986)-  43 58 52.     (N)    118 06 50.     (W)     SCALED    
 PA0551* NAVD 88     -      1187.110  (meters)    3894.71   (feet)  ADJUSTED  
 PA0551  ___________________________________________________________________
 PA0551  GEOID HEIGHT-         -17.93  (meters)                     GEOID03
 PA0551  DYNAMIC HT  -        1186.603 (meters)    3893.05  (feet)  COMP
 PA0551  MODELED GRAV-     980,150.5   (mgal)                       NAVD 88
 PA0551
 PA0551  VERT ORDER  -  FIRST     CLASS II
 PA0551
 PA0551.The horizontal coordinates were scaled from a topographic map and have
 PA0551.an estimated accuracy of +/- 6 seconds.
 PA0551
 PA0551.The orthometric height was determined by differential leveling
 PA0551.and adjusted in June 1991.
 PA0551
 PA0551.The geoid height was determined by GEOID03.
 PA0551
 PA0551.The dynamic height is computed by dividing the NAVD 88
 PA0551.geopotential number by the normal gravity value computed on the
 PA0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0551.degrees latitude (g = 980.6199 gals.).
 PA0551
 PA0551.The modeled gravity was interpolated from observed gravity values.
 PA0551
 PA0551;                    North         East    Units  Estimated Accuracy
 PA0551;SPC OR S     -   259,830.    1,691,420.      MT  (+/- 180 meters Scaled)
 PA0551
 PA0551                          SUPERSEDED SURVEY CONTROL
 PA0551
 PA0551  NGVD 29 (??/??/92) 1185.964  (m)         3890.95   (f) ADJ UNCH    1 2
 PA0551
 PA0551.Superseded values are not recommended for survey control.
 PA0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0551.See file dsdata.txt to determine how the superseded data were derived.
 PA0551
 PA0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ106703(NAD 83)
 PA0551_MARKER: DB = BENCH MARK DISK
 PA0551_SETTING: 66 = SET IN ROCK OUTCROP
 PA0551_SP_SET: ROCK OUTCROP
 PA0551_STAMPING: B 384 1943
 PA0551_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PA0551+STABILITY: POSITION/ELEVATION WELL
 PA0551
 PA0551  HISTORY     - Date     Condition        Report By
 PA0551  HISTORY     - 1943     MONUMENTED       CGS
 PA0551
 PA0551                          STATION DESCRIPTION
 PA0551
 PA0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 PA0551'6.95 MI N FROM BEULAH.
 PA0551'ALONG THE BEULAH-WESTFALL ROAD, 6.95 MILES NORTH OF THE POSTOFFICE AT
 PA0551'BEULAH, SET IN ROCK OUTCROP PROTRUDING ABOUT THREE FEET ABOVE THE
 PA0551'GROUND, ON THE NORTHWEST SIDE OF A HILL AND ABOUT 25 FEET HIGHER THAN
 PA0551'THE ROAD, 86 FEET SOUTHEAST OF THE ROAD CENTERLINE AND 7.4 FEET
 PA0551'SOUTHWEST OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0798 ***********************************************************************
 QB0798  DESIGNATION -  B 386
 QB0798  PID         -  QB0798
 QB0798  STATE/COUNTY-  OR/BAKER
 QB0798  USGS QUAD   -  BRANNAN GULCH (1993)
 QB0798
 QB0798                         *CURRENT SURVEY CONTROL
 QB0798  ___________________________________________________________________
 QB0798* NAD 83(1986)-  44 30 05.     (N)    117 56 33.     (W)     SCALED    
 QB0798* NAVD 88     -      1081.352  (meters)    3547.74   (feet)  ADJUSTED  
 QB0798  ___________________________________________________________________
 QB0798  GEOID HEIGHT-         -17.33  (meters)                     GEOID03
 QB0798  DYNAMIC HT  -        1080.927 (meters)    3546.34  (feet)  COMP
 QB0798  MODELED GRAV-     980,189.0   (mgal)                       NAVD 88
 QB0798
 QB0798  VERT ORDER  -  FIRST     CLASS II
 QB0798
 QB0798.The horizontal coordinates were scaled from a topographic map and have
 QB0798.an estimated accuracy of +/- 6 seconds.
 QB0798
 QB0798.The orthometric height was determined by differential leveling
 QB0798.and adjusted in June 1991.
 QB0798
 QB0798.The geoid height was determined by GEOID03.
 QB0798
 QB0798.The dynamic height is computed by dividing the NAVD 88
 QB0798.geopotential number by the normal gravity value computed on the
 QB0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0798.degrees latitude (g = 980.6199 gals.).
 QB0798
 QB0798.The modeled gravity was interpolated from observed gravity values.
 QB0798
 QB0798;                    North         East    Units  Estimated Accuracy
 QB0798;SPC OR N     -    95,980.    2,703,350.      MT  (+/- 180 meters Scaled)
 QB0798
 QB0798                          SUPERSEDED SURVEY CONTROL
 QB0798
 QB0798  NGVD 29 (??/??/92) 1080.144  (m)         3543.77   (f) ADJ UNCH    1 2
 QB0798
 QB0798.Superseded values are not recommended for survey control.
 QB0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0798.See file dsdata.txt to determine how the superseded data were derived.
 QB0798
 QB0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK250279(NAD 83)
 QB0798_MARKER: DB = BENCH MARK DISK
 QB0798_SETTING: 80 = SET IN A BOULDER
 QB0798_SP_SET: BOULDER
 QB0798_STAMPING: B-386 1944
 QB0798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0798+STABILITY: SURFACE MOTION
 QB0798
 QB0798  HISTORY     - Date     Condition        Report By
 QB0798  HISTORY     - 1944     MONUMENTED       CGS
 QB0798  HISTORY     - 19920218 MARK NOT FOUND   USGS-R
 QB0798
 QB0798                          STATION DESCRIPTION
 QB0798
 QB0798'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 QB0798'5.2 MI E FROM HEREFORD.
 QB0798'5.2 MILES EAST ALONG STATE HIGHWAY NO. 7 FROM THE POST OFFICE AT
 QB0798'HEREFORD, SET IN THE TOP OF A LARGE BOULDER ON THE OUTSIDE OF A CURVE
 QB0798'AND IN ABOUT THE CENTER OF THE CUT, 40 FEET SOUTHWEST OF THE
 QB0798'CENTER-LINE OF THE HIGHWAY, 19 FEET SOUTHEAST OF REFERENCE POST
 QB0798'LOCATED ON TOP OF ANOTHER BOULDER, ABOUT 4 FEET BELOW ROAD LEVEL.  A
 QB0798'BENCH MARK DISK.
 QB0798
 QB0798                          STATION RECOVERY (1992)
 QB0798
 QB0798'RECOVERY NOTE BY USGS ROCKY MOUNTAIN MAPPING CENTER 1992 (AJ)
 QB0798'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0517 ***********************************************************************
 QD0517  DESIGNATION -  B 388
 QD0517  PID         -  QD0517
 QD0517  STATE/COUNTY-  OR/WASCO
 QD0517  USGS QUAD   -  GATEWAY (1993)
 QD0517
 QD0517                         *CURRENT SURVEY CONTROL
 QD0517  ___________________________________________________________________
 QD0517* NAD 83(1986)-  44 51 09.     (N)    121 01 18.     (W)     SCALED    
 QD0517* NAVD 88     -       744.064  (meters)    2441.15   (feet)  ADJUSTED  
 QD0517  ___________________________________________________________________
 QD0517  GEOID HEIGHT-         -21.28  (meters)                     GEOID03
 QD0517  DYNAMIC HT  -         743.889 (meters)    2440.58  (feet)  COMP
 QD0517  MODELED GRAV-     980,357.6   (mgal)                       NAVD 88
 QD0517
 QD0517  VERT ORDER  -  SECOND    CLASS 0
 QD0517
 QD0517.The horizontal coordinates were scaled from a topographic map and have
 QD0517.an estimated accuracy of +/- 6 seconds.
 QD0517
 QD0517.The orthometric height was determined by differential leveling
 QD0517.and adjusted in June 1991.
 QD0517
 QD0517.The geoid height was determined by GEOID03.
 QD0517
 QD0517.The dynamic height is computed by dividing the NAVD 88
 QD0517.geopotential number by the normal gravity value computed on the
 QD0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0517.degrees latitude (g = 980.6199 gals.).
 QD0517
 QD0517.The modeled gravity was interpolated from observed gravity values.
 QD0517
 QD0517;                    North         East    Units  Estimated Accuracy
 QD0517;SPC OR N     -   131,910.    2,458,770.      MT  (+/- 180 meters Scaled)
 QD0517
 QD0517                          SUPERSEDED SURVEY CONTROL
 QD0517
 QD0517  NGVD 29 (??/??/92)  742.968  (m)         2437.55   (f) ADJ UNCH    2 0
 QD0517
 QD0517.Superseded values are not recommended for survey control.
 QD0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0517.See file dsdata.txt to determine how the superseded data were derived.
 QD0517
 QD0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ563684(NAD 83)
 QD0517_MARKER: DB = BENCH MARK DISK
 QD0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD0517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QD0517_STAMPING: B 388 1944
 QD0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0517+STABILITY: SURFACE MOTION
 QD0517
 QD0517  HISTORY     - Date     Condition        Report By
 QD0517  HISTORY     - 1944     MONUMENTED       CGS
 QD0517  HISTORY     - 1962     GOOD             NGS
 QD0517  HISTORY     - 1978     GOOD             NGS
 QD0517
 QD0517                          STATION DESCRIPTION
 QD0517
 QD0517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 QD0517'3.2 MI E FROM SOUTH JUNCTION.
 QD0517'REACHED FROM THE RAILROAD STATION AT SOUTH JUNCTION GO EAST ON THE
 QD0517'COUNTY ROAD FOR 3.2 MILES, ABOUT 0.1 MILE NORTH OF A V-CURVE IN THE
 QD0517'ROAD, 31 FEET WEST OF THE CENTER LINE OF THE HIGHWAY AND 1-FOOT
 QD0517'HIGHER, UNDER THE FENCE LINE, 18 FEET NORTH OF THE NORTH END OF A WIRE
 QD0517'GATE, AND 1-FOOT SOUTH OF A METAL WITNESS POST.
 QD0517
 QD0517                          STATION RECOVERY (1978)
 QD0517
 QD0517'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QD0517'REACHED FROM THE RAILROAD DEPOT AT SOUTH JUNCTION GO EAST ON THE
 QD0517'GRAVELED COUNTY ROAD FOR 3.4 MILES TO THE BENCH MARK ON THE LEFT,
 QD0517'THIS IS 6.9 MILES SOUTHWEST OF THE JUNCTION OF U.S. HIGHWAYS 97, AND
 QD0517'197, 0.9 MILE SOUTHWEST OF A CATTLE GUARD ON THE COUNTY ROAD, 32 FEET
 QD0517'NORTHWEST OF THE CENTER OF THE ROAD, 19 FEET NORTHEAST OF AN OPENING
 QD0517'IN THE FENCE, 1-FOOT SOUTHEAST OF THE FENCE, AND 1-FOOT HIGHER THAN
 QD0517'THE ROAD SET IN A CYLINDRICAL CONCRETE MONUMENT THAT IS 9-INCHES IN
 QD0517'DIAMETER, AND PROJECTS 3-INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1323 ***********************************************************************
 RD1323  DESIGNATION -  B 389
 RD1323  PID         -  RD1323
 RD1323  STATE/COUNTY-  OR/CLACKAMAS
 RD1323  USGS QUAD   -  THREE LYNX (1985)
 RD1323
 RD1323                         *CURRENT SURVEY CONTROL
 RD1323  ___________________________________________________________________
 RD1323* NAD 83(1986)-  45 12 18.     (N)    122 07 07.     (W)     SCALED    
 RD1323* NAVD 88     -       816.104  (meters)    2677.50   (feet)  POSTED    
 RD1323  ___________________________________________________________________
 RD1323  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 RD1323  DYNAMIC HT  -         815.940 (meters)    2676.96  (feet)  COMP
 RD1323  MODELED GRAV-     980,390.7   (mgal)                       NAVD 88
 RD1323
 RD1323  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 RD1323
 RD1323.The horizontal coordinates were scaled from a topographic map and have
 RD1323.an estimated accuracy of +/- 6 seconds.
 RD1323
 RD1323.The orthometric height was determined by differential leveling
 RD1323.and adjusted by the  in 1992.
 RD1323.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 RD1323.rate of 0.0 thru 1.0 mm/km.
 RD1323
 RD1323.The geoid height was determined by GEOID03.
 RD1323
 RD1323.The dynamic height is computed by dividing the NAVD 88
 RD1323.geopotential number by the normal gravity value computed on the
 RD1323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1323.degrees latitude (g = 980.6199 gals.).
 RD1323
 RD1323.The modeled gravity was interpolated from observed gravity values.
 RD1323
 RD1323;                    North         East    Units  Estimated Accuracy
 RD1323;SPC OR N     -   172,220.    2,372,860.      MT  (+/- 180 meters Scaled)
 RD1323
 RD1323                          SUPERSEDED SURVEY CONTROL
 RD1323
 RD1323  NGVD 29 (??/??/92)  815.021  (m)         2673.95   (f) ADJ UNCH    2 0
 RD1323
 RD1323.Superseded values are not recommended for survey control.
 RD1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1323.See file dsdata.txt to determine how the superseded data were derived.
 RD1323
 RD1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER692061(NAD 83)
 RD1323_MARKER: DB = BENCH MARK DISK
 RD1323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD1323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD1323_STAMPING: B 389 1947
 RD1323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD1323+STABILITY: SURFACE MOTION
 RD1323
 RD1323  HISTORY     - Date     Condition        Report By
 RD1323  HISTORY     - 1947     MONUMENTED       CGS
 RD1323  HISTORY     - 1983     MARK NOT FOUND   USGS
 RD1323
 RD1323                          STATION DESCRIPTION
 RD1323
 RD1323'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 RD1323'17.8 MI SE FROM ESTACADA.
 RD1323'ABOUT 0.7 MILE SOUTH ALONG STATE HIGHWAY 211 FROM THE HIGH SCHOOL AT
 RD1323'ESTACADA, THENCE 7.3 MILES SOUTHEAST ALONG THE CLACKAMAS RIVER ROAD,
 RD1323'THENCE 8.1 MILES EAST ALONG THE LA DEE ROAD, THENCE 1.7 MILES EAST
 RD1323'ALONG THE ABBOT ROAD, ABOUT 3.6 MILES WEST OF THE LOOKOUT SPRINGS
 RD1323'GUARD STATION, AT THE TOP OF A SMALL STEEP GRADE, ABOUT 120 YARDS
 RD1323'SOUTHWEST OF AN 18-INCH CORRUGATED METAL CULVERT, 50 FEET NORTHEAST OF
 RD1323'A SMALL WOODEN CULVERT, 16 FEET SOUTHEAST OF THE CENTER LINE OF THE
 RD1323'ROAD, 3.2 FEET SOUTHEAST OF A TELEPHONE POLE, ABOUT 2 FEET ABOVE THE
 RD1323'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE
 RD1323'THE GROUND.  WITNESS POST SET 1.6 FEET SOUTHWEST OF THE STATION.
 RD1323
 RD1323                          STATION RECOVERY (1983)
 RD1323
 RD1323'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 RD1323'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0013 ***********************************************************************
 QD0013  DESIGNATION -  B 39
 QD0013  PID         -  QD0013
 QD0013  STATE/COUNTY-  OR/WHEELER
 QD0013  USGS QUAD   -  SERVICE CREEK (1987)
 QD0013
 QD0013                         *CURRENT SURVEY CONTROL
 QD0013  ___________________________________________________________________
 QD0013* NAD 83(1986)-  44 49 19.     (N)    120 01 30.     (W)     SCALED    
 QD0013* NAVD 88     -       627.472  (meters)    2058.63   (feet)  ADJUSTED  
 QD0013  ___________________________________________________________________
 QD0013  GEOID HEIGHT-         -20.11  (meters)                     GEOID03
 QD0013  DYNAMIC HT  -         627.308 (meters)    2058.09  (feet)  COMP
 QD0013  MODELED GRAV-     980,337.1   (mgal)                       NAVD 88
 QD0013
 QD0013  VERT ORDER  -  FIRST     CLASS II
 QD0013
 QD0013.The horizontal coordinates were scaled from a topographic map and have
 QD0013.an estimated accuracy of +/- 6 seconds.
 QD0013
 QD0013.The orthometric height was determined by differential leveling
 QD0013.and adjusted in June 1991.
 QD0013
 QD0013.The geoid height was determined by GEOID03.
 QD0013
 QD0013.The dynamic height is computed by dividing the NAVD 88
 QD0013.geopotential number by the normal gravity value computed on the
 QD0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0013.degrees latitude (g = 980.6199 gals.).
 QD0013
 QD0013.The modeled gravity was interpolated from observed gravity values.
 QD0013
 QD0013;                    North         East    Units  Estimated Accuracy
 QD0013;SPC OR N     -   128,490.    2,537,570.      MT  (+/- 180 meters Scaled)
 QD0013
 QD0013                          SUPERSEDED SURVEY CONTROL
 QD0013
 QD0013  NGVD 29 (??/??/92)  626.334  (m)         2054.90   (f) ADJ UNCH    1 2
 QD0013
 QD0013.Superseded values are not recommended for survey control.
 QD0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0013.See file dsdata.txt to determine how the superseded data were derived.
 QD0013
 QD0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGQ352674(NAD 83)
 QD0013_MARKER: DB = BENCH MARK DISK
 QD0013_SETTING: 80 = SET IN A BOULDER
 QD0013_SP_SET: BOULDER
 QD0013_STAMPING: B 39 2055.094 1930
 QD0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0013+STABILITY: SURFACE MOTION
 QD0013
 QD0013  HISTORY     - Date     Condition        Report By
 QD0013  HISTORY     - 1930     MONUMENTED       CGS
 QD0013  HISTORY     - 1966     GOOD             USGS
 QD0013
 QD0013                          STATION DESCRIPTION
 QD0013
 QD0013'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 QD0013'2 MI N FROM SERVICE CREEK.
 QD0013'ABOUT 2.0 MILES NORTH FROM SERVICE CREEK ALONG THE JOHN DAY HIGHWAY
 QD0013'(OREGON 19), IN A THROUGH ROCK CUT, ABOUT 140 FEET NORTHWEST OF A
 QD0013'HOUSE, 60 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, IN A
 QD0013'FLAT-TOPPED BOULDER, ABOUT 2 FOOT HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0691 ***********************************************************************
 NZ0691  DESIGNATION -  B 390
 NZ0691  PID         -  NZ0691
 NZ0691  STATE/COUNTY-  OR/JOSEPHINE
 NZ0691  USGS QUAD   -  TAKILMA (1989)
 NZ0691
 NZ0691                         *CURRENT SURVEY CONTROL
 NZ0691  ___________________________________________________________________
 NZ0691* NAD 83(1986)-  42 03 31.     (N)    123 34 32.     (W)     SCALED    
 NZ0691* NAVD 88     -       742.009  (meters)    2434.41   (feet)  ADJUSTED  
 NZ0691  ___________________________________________________________________
 NZ0691  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 NZ0691  DYNAMIC HT  -         741.676 (meters)    2433.32  (feet)  COMP
 NZ0691  MODELED GRAV-     980,148.6   (mgal)                       NAVD 88
 NZ0691
 NZ0691  VERT ORDER  -  SECOND    CLASS 0
 NZ0691
 NZ0691.The horizontal coordinates were scaled from a topographic map and have
 NZ0691.an estimated accuracy of +/- 6 seconds.
 NZ0691
 NZ0691.The orthometric height was determined by differential leveling
 NZ0691.and adjusted in June 1991.
 NZ0691
 NZ0691.The geoid height was determined by GEOID03.
 NZ0691
 NZ0691.The dynamic height is computed by dividing the NAVD 88
 NZ0691.geopotential number by the normal gravity value computed on the
 NZ0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0691.degrees latitude (g = 980.6199 gals.).
 NZ0691
 NZ0691.The modeled gravity was interpolated from observed gravity values.
 NZ0691
 NZ0691;                    North         East    Units  Estimated Accuracy
 NZ0691;SPC OR S     -    48,220.    1,245,460.      MT  (+/- 180 meters Scaled)
 NZ0691
 NZ0691                          SUPERSEDED SURVEY CONTROL
 NZ0691
 NZ0691  NGVD 29 (??/??/92)  741.023  (m)         2431.17   (f) ADJ UNCH    2 0
 NZ0691
 NZ0691.Superseded values are not recommended for survey control.
 NZ0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0691.See file dsdata.txt to determine how the superseded data were derived.
 NZ0691
 NZ0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM523564(NAD 83)
 NZ0691_MARKER: DB = BENCH MARK DISK
 NZ0691_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NZ0691_SP_SET: CULVERT
 NZ0691_STAMPING: B 390 1949
 NZ0691_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0691
 NZ0691  HISTORY     - Date     Condition        Report By
 NZ0691  HISTORY     - 1949     MONUMENTED       CGS
 NZ0691
 NZ0691                          STATION DESCRIPTION
 NZ0691
 NZ0691'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NZ0691'8.6 MI E FROM OBRIEN.
 NZ0691'8.6 MILES EAST ALONG THE HAPPY CAMP ROAD FROM THE POST OFFICE AT
 NZ0691'OBRIEN, IN THE TOP OF A LARGE BOULDER PROJECTING 2 FEET ABOVE THE
 NZ0691'GROUND AND MARKED BY THE WHITE PAINTED LETTERS BM, 63 1/2 FEET SOUTH
 NZ0691'OF THE CENTER LINE OF THE ROAD, 34.5 FEET SOUTH OF THE SOUTH END OF A
 NZ0691'24-INCH CORRUGATED METAL PIPE CULVERT, 19 FEET NORTH OF A TWIN 24-INCH
 NZ0691'FIR TREE, AND ABOUT 20 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH0793 ***********************************************************************
 OH0793  DESIGNATION -  B 391
 OH0793  PID         -  OH0793
 OH0793  STATE/COUNTY-  OR/MALHEUR
 OH0793  USGS QUAD   -  ADRIAN (1967)
 OH0793
 OH0793                         *CURRENT SURVEY CONTROL
 OH0793  ___________________________________________________________________
 OH0793* NAD 83(1986)-  43 40 19.     (N)    117 04 50.     (W)     SCALED    
 OH0793* NAVD 88     -       673.853  (meters)    2210.80   (feet)  ADJUSTED  
 OH0793  ___________________________________________________________________
 OH0793  GEOID HEIGHT-         -17.90  (meters)                     GEOID03
 OH0793  DYNAMIC HT  -         673.621 (meters)    2210.04  (feet)  COMP
 OH0793  MODELED GRAV-     980,254.1   (mgal)                       NAVD 88
 OH0793
 OH0793  VERT ORDER  -  SECOND    CLASS 0
 OH0793
 OH0793.The horizontal coordinates were scaled from a topographic map and have
 OH0793.an estimated accuracy of +/- 6 seconds.
 OH0793
 OH0793.The orthometric height was determined by differential leveling
 OH0793.and adjusted in June 1991.
 OH0793
 OH0793.The geoid height was determined by GEOID03.
 OH0793
 OH0793.The dynamic height is computed by dividing the NAVD 88
 OH0793.geopotential number by the normal gravity value computed on the
 OH0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0793.degrees latitude (g = 980.6199 gals.).
 OH0793
 OH0793.The modeled gravity was interpolated from observed gravity values.
 OH0793
 OH0793;                    North         East    Units  Estimated Accuracy
 OH0793;SPC OR S     -   228,380.    1,775,670.      MT  (+/- 180 meters Scaled)
 OH0793
 OH0793                          SUPERSEDED SURVEY CONTROL
 OH0793
 OH0793  NGVD 29 (??/??/92)  672.921  (m)         2207.74   (f) ADJ UNCH    2 0
 OH0793
 OH0793.Superseded values are not recommended for survey control.
 OH0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0793.See file dsdata.txt to determine how the superseded data were derived.
 OH0793
 OH0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ935354(NAD 83)
 OH0793_MARKER: DB = BENCH MARK DISK
 OH0793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0793_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0793_STAMPING: B 391 1944
 OH0793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0793+STABILITY: SURFACE MOTION
 OH0793
 OH0793  HISTORY     - Date     Condition        Report By
 OH0793  HISTORY     - 1944     MONUMENTED       CGS
 OH0793  HISTORY     - 1966     GOOD             NGS
 OH0793
 OH0793                          STATION DESCRIPTION
 OH0793
 OH0793'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 OH0793'5.1 MI S FROM ADRIAN.
 OH0793'4.85 MILES SOUTH ALONG STATE HIGHWAY 201 FROM THE POST OFFICE AT
 OH0793'ADRIAN THENCE 0.25 MILE SOUTHEAST ALONG NAPTON ROAD, 7-3/4 POLES WEST
 OH0793'OF UNION PACIFIC RAILROAD MILEPOLE 16, 3-3/4 POLES WEST OF RAILROAD
 OH0793'CULVERT 15.87, 26 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 62.3
 OH0793'FEET SOUTH OF THE SOUTH RAIL, 1.2 FEET SOUTH OF A FENCE, 3.2 FEET EAST
 OH0793'OF A WITNESS POST, ABOUT 10 FEET LOWER THAN THE HIGHWAY, AND SET IN
 OH0793'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0353 ***********************************************************************
 RA0353  DESIGNATION -  B 392
 RA0353  PID         -  RA0353
 RA0353  STATE/COUNTY-  OR/WALLOWA
 RA0353  USGS QUAD   -  TEMPERANCE CREEK (1990)
 RA0353
 RA0353                         *CURRENT SURVEY CONTROL
 RA0353  ___________________________________________________________________
 RA0353* NAD 83(1986)-  45 30 41.     (N)    116 33 02.     (W)     SCALED    
 RA0353* NAVD 88     -       392.766  (meters)    1288.60   (feet)  ADJUSTED  
 RA0353  ___________________________________________________________________
 RA0353  GEOID HEIGHT-         -15.65  (meters)                     GEOID03
 RA0353  DYNAMIC HT  -         392.590 (meters)    1288.02  (feet)  COMP
 RA0353  MODELED GRAV-     980,162.7   (mgal)                       NAVD 88
 RA0353
 RA0353  VERT ORDER  -  SECOND    CLASS 0
 RA0353
 RA0353.The horizontal coordinates were scaled from a topographic map and have
 RA0353.an estimated accuracy of +/- 6 seconds.
 RA0353
 RA0353.The orthometric height was determined by differential leveling
 RA0353.and adjusted in June 1991.
 RA0353
 RA0353.The geoid height was determined by GEOID03.
 RA0353
 RA0353.The dynamic height is computed by dividing the NAVD 88
 RA0353.geopotential number by the normal gravity value computed on the
 RA0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0353.degrees latitude (g = 980.6199 gals.).
 RA0353
 RA0353.The modeled gravity was interpolated from observed gravity values.
 RA0353
 RA0353;                    North         East    Units  Estimated Accuracy
 RA0353;SPC OR N     -   212,530.    2,808,470.      MT  (+/- 180 meters Scaled)
 RA0353
 RA0353                          SUPERSEDED SURVEY CONTROL
 RA0353
 RA0353  NGVD 29 (??/??/92)  391.595  (m)         1284.76   (f) ADJ UNCH    2 0
 RA0353
 RA0353.Superseded values are not recommended for survey control.
 RA0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0353.See file dsdata.txt to determine how the superseded data were derived.
 RA0353
 RA0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL351398(NAD 83)
 RA0353_MARKER: DB = BENCH MARK DISK
 RA0353_SETTING: 66 = SET IN ROCK OUTCROP
 RA0353_SP_SET: ROCK OUTCROP
 RA0353_STAMPING: B 392 1945
 RA0353_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA0353+STABILITY: POSITION/ELEVATION WELL
 RA0353
 RA0353  HISTORY     - Date     Condition        Report By
 RA0353  HISTORY     - 1945     MONUMENTED       CGS
 RA0353  HISTORY     - 1946     GOOD             NGS
 RA0353
 RA0353                          STATION DESCRIPTION
 RA0353
 RA0353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RA0353'10.3 MI S FROM PITTSBURG LANDING, ID.
 RA0353'ALONG THE WEST BANK OF THE SNAKE RIVER, 10.3 MILES SOUTH OF AND ACROSS
 RA0353'THE SNAKE RIVER FROM THE BOAT LANDING AT PITTSBURG LANDING, 0.2 MILE
 RA0353'UPSTREAM AND ACROSS THE RIVER FROM A SMALL ABANDONED MINE WHICH IS IN
 RA0353'A RAVINE, 150 PACES WEST OF THE WEST BANK OF THE RIVER, 7 PACES WEST
 RA0353'OF A NORTH-SOUTH WELL DEFINED TRAIL, SET ON TOP OF THE NORTHWEST END
 RA0353'OF A LARGE LONE ROCK OUTCROP WHICH IS ON THE EAST SLOPE OF A GRASSY
 RA0353'HILL, 3.6 FEET ABOVE THE GROUND, LARGE B M PAINTED ON OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0494 ***********************************************************************
 QB0494  DESIGNATION -  B 393
 QB0494  PID         -  QB0494
 QB0494  STATE/COUNTY-  OR/BAKER
 QB0494  USGS QUAD   -  MC LAIN GULCH (1987)
 QB0494
 QB0494                         *CURRENT SURVEY CONTROL
 QB0494  ___________________________________________________________________
 QB0494* NAD 83(1986)-  44 56 56.     (N)    116 52 37.     (W)     SCALED    
 QB0494* NAVD 88     -       581.079  (meters)    1906.42   (feet)  ADJUSTED  
 QB0494  ___________________________________________________________________
 QB0494  GEOID HEIGHT-         -16.14  (meters)                     GEOID03
 QB0494  DYNAMIC HT  -         580.935 (meters)    1905.95  (feet)  COMP
 QB0494  MODELED GRAV-     980,353.3   (mgal)                       NAVD 88
 QB0494
 QB0494  VERT ORDER  -  SECOND    CLASS 0
 QB0494
 QB0494.The horizontal coordinates were scaled from a topographic map and have
 QB0494.an estimated accuracy of +/- 6 seconds.
 QB0494
 QB0494.The orthometric height was determined by differential leveling
 QB0494.and adjusted in June 1991.
 QB0494
 QB0494.The geoid height was determined by GEOID03.
 QB0494
 QB0494.The dynamic height is computed by dividing the NAVD 88
 QB0494.geopotential number by the normal gravity value computed on the
 QB0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0494.degrees latitude (g = 980.6199 gals.).
 QB0494
 QB0494.The modeled gravity was interpolated from observed gravity values.
 QB0494
 QB0494;                    North         East    Units  Estimated Accuracy
 QB0494;SPC OR N     -   148,890.    2,785,800.      MT  (+/- 180 meters Scaled)
 QB0494
 QB0494                          SUPERSEDED SURVEY CONTROL
 QB0494
 QB0494  NGVD 29 (??/??/92)  580.043  (m)         1903.02   (f) ADJ UNCH    2 0
 QB0494
 QB0494.Superseded values are not recommended for survey control.
 QB0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0494.See file dsdata.txt to determine how the superseded data were derived.
 QB0494
 QB0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK097772(NAD 83)
 QB0494_MARKER: DB = BENCH MARK DISK
 QB0494_SETTING: 66 = SET IN ROCK OUTCROP
 QB0494_SP_SET: ROCK
 QB0494_STAMPING: B 393 1945
 QB0494_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QB0494+STABILITY: POSITION/ELEVATION WELL
 QB0494
 QB0494  HISTORY     - Date     Condition        Report By
 QB0494  HISTORY     - 1945     MONUMENTED       CGS
 QB0494
 QB0494                          STATION DESCRIPTION
 QB0494
 QB0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QB0494'16.2 MI E FROM HALFWAY.
 QB0494'16.2 MILES EAST OF THE POST OFFICE BY ROAD.  ALONG THE PINE CREEK
 QB0494'ROAD.  2.1 MILES WEST OF THE ROAD JUNCTION AT COPPERFIELD.  0.6 MILE
 QB0494'WEST OF A SMALL FRAME HOUSE AND A HAY BARN DIRECTLY TO THE SOUTH OF
 QB0494'THE HOUSE AND ON THE EAST SIDE OF THE ROAD.  25 FEET SOUTH OF A SMALL
 QB0494'STREAM FLOWING UNDER THE ROAD.  25 FEET SOUTH OF THE CENTER-LINE OF
 QB0494'THE ROAD.  6 FEET SOUTH OF AN EAST-WEST RIGHT-OF-WAY FENCE.  4 FEET
 QB0494'NORTH OF A ROCK CAIRN.  3 FEET BELOW THE LEVEL OF THE ROAD.  IN THE
 QB0494'NORTH END OF A FIELD.  SET IN A 18 INCH BY 6 INCH ROCK.  PROJECTS 8
 QB0494'INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0993 ***********************************************************************
 QB0993  DESIGNATION -  B 394
 QB0993  PID         -  QB0993
 QB0993  STATE/COUNTY-  OR/BAKER
 QB0993  USGS QUAD   -  HALFWAY (1987)
 QB0993
 QB0993                         *CURRENT SURVEY CONTROL
 QB0993  ___________________________________________________________________
 QB0993* NAD 83(1986)-  44 59 34.     (N)    117 05 18.     (W)     SCALED    
 QB0993* NAVD 88     -      1430.173  (meters)    4692.16   (feet)  ADJUSTED  
 QB0993  ___________________________________________________________________
 QB0993  GEOID HEIGHT-         -15.88  (meters)                     GEOID03
 QB0993  DYNAMIC HT  -        1429.626 (meters)    4690.36  (feet)  COMP
 QB0993  MODELED GRAV-     980,184.4   (mgal)                       NAVD 88
 QB0993
 QB0993  VERT ORDER  -  SECOND    CLASS 0
 QB0993
 QB0993.The horizontal coordinates were scaled from a topographic map and have
 QB0993.an estimated accuracy of +/- 6 seconds.
 QB0993
 QB0993.The orthometric height was determined by differential leveling
 QB0993.and adjusted in June 1991.
 QB0993
 QB0993.The geoid height was determined by GEOID03.
 QB0993
 QB0993.The dynamic height is computed by dividing the NAVD 88
 QB0993.geopotential number by the normal gravity value computed on the
 QB0993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0993.degrees latitude (g = 980.6199 gals.).
 QB0993
 QB0993.The modeled gravity was interpolated from observed gravity values.
 QB0993
 QB0993;                    North         East    Units  Estimated Accuracy
 QB0993;SPC OR N     -   153,040.    2,768,930.      MT  (+/- 180 meters Scaled)
 QB0993
 QB0993                          SUPERSEDED SURVEY CONTROL
 QB0993
 QB0993  NGVD 29 (??/??/92) 1428.990  (m)         4688.28   (f) ADJ UNCH    2 0
 QB0993
 QB0993.Superseded values are not recommended for survey control.
 QB0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0993.See file dsdata.txt to determine how the superseded data were derived.
 QB0993
 QB0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK930821(NAD 83)
 QB0993_MARKER: DB = BENCH MARK DISK
 QB0993_SETTING: 80 = SET IN A BOULDER
 QB0993_SP_SET: BOULDER
 QB0993_STAMPING: B 394 1945
 QB0993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0993+STABILITY: SURFACE MOTION
 QB0993
 QB0993  HISTORY     - Date     Condition        Report By
 QB0993  HISTORY     - 1945     MONUMENTED       CGS
 QB0993
 QB0993                          STATION DESCRIPTION
 QB0993
 QB0993'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QB0993'11.1 MI N FROM HALFWAY.
 QB0993'11.1 MILES NORTH OF THE POST OFFICE BY ROAD.  ALONG THE HALFWAY TO
 QB0993'FISH LAKE ROAD.  4.4 MILES NORTH OF THE INTERSECTION OF THE LAKE FORK
 QB0993'ROAD AND THE FISH LAKE ROAD.  ON THE INSIDE OF A CURVE.  OPPOSITE AND
 QB0993'ACROSS THE ROAD FROM A LOGGING ROAD LEADING NORTHWEST.  30.5 FEET
 QB0993'SOUTHEAST OF THE CENTER-LINE OF THE ROAD.  SET IN THE TOP OF A LARGE
 QB0993'12 FOOT BY 8 FOOT BOULDER PROJECTING 4 FEET ABOVE THE GROUND.  2 FOOT
 QB0993'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0503 ***********************************************************************
 RC0503  DESIGNATION -  B 395
 RC0503  PID         -  RC0503
 RC0503  STATE/COUNTY-  OR/SHERMAN
 RC0503  USGS QUAD   -  GRASS VALLEY (1962)
 RC0503
 RC0503                         *CURRENT SURVEY CONTROL
 RC0503  ___________________________________________________________________
 RC0503* NAD 83(2007)-  45 19 02.25893(N)    120 47 20.15483(W)     ADJUSTED  
 RC0503* NAVD 88     -       736.851  (meters)    2417.49   (feet)  ADJUSTED  
 RC0503  ___________________________________________________________________
 RC0503  EPOCH DATE  -        2007.00
 RC0503  X           -  -2,299,909.625 (meters)                     COMP
 RC0503  Y           -  -3,859,829.366 (meters)                     COMP
 RC0503  Z           -   4,512,722.542 (meters)                     COMP
 RC0503  LAPLACE CORR-           2.36  (seconds)                    DEFLEC99
 RC0503  ELLIP HEIGHT-         715.864 (meters)          (02/10/07) ADJUSTED
 RC0503  GEOID HEIGHT-         -20.99  (meters)                     GEOID03
 RC0503  DYNAMIC HT  -         736.735 (meters)    2417.10  (feet)  COMP
 RC0503
 RC0503  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 RC0503  Type    PID    Designation                      North   East  Ellip
 RC0503  -------------------------------------------------------------------
 RC0503  NETWORK RC0503 B 395                             0.57   0.43   1.88
 RC0503  -------------------------------------------------------------------
 RC0503  MODELED GRAV-     980,434.3   (mgal)                       NAVD 88
 RC0503
 RC0503  VERT ORDER  -  SECOND    CLASS 0
 RC0503
 RC0503.The horizontal coordinates were established by GPS observations
 RC0503.and adjusted by the National Geodetic Survey in February 2007.
 RC0503
 RC0503.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 RC0503.See www.ngs.noaa.gov/NationalReadjustment for more information.
 RC0503.The horizontal coordinates are valid at the epoch date displayed above.
 RC0503.The epoch date for horizontal control is a decimal equivalence
 RC0503.of Year/Month/Day.
 RC0503
 RC0503.The orthometric height was determined by differential leveling
 RC0503.and adjusted in June 1991.
 RC0503
 RC0503.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RC0503
 RC0503.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC0503
 RC0503.The ellipsoidal height was determined by GPS observations
 RC0503.and is referenced to NAD 83.
 RC0503
 RC0503.The geoid height was determined by GEOID03.
 RC0503
 RC0503.The dynamic height is computed by dividing the NAVD 88
 RC0503.geopotential number by the normal gravity value computed on the
 RC0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0503.degrees latitude (g = 980.6199 gals.).
 RC0503
 RC0503.The modeled gravity was interpolated from observed gravity values.
 RC0503
 RC0503;                    North         East     Units Scale Factor Converg.
 RC0503;SPC OR N     -   183,460.903 2,477,347.082   MT  0.99989794   -0 12 17.7
 RC0503;SPC OR N     -   601,905.85  8,127,779.14   iFT  0.99989794   -0 12 17.7
 RC0503;UTM  10      - 5,020,576.870   673,301.073   MT  0.99996928   +1 34 20.9
 RC0503
 RC0503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC0503!SPC OR N     -   0.99988778  x   0.99989794  =   0.99978573
 RC0503!UTM  10      -   0.99988778  x   0.99996928  =   0.99985706
 RC0503
 RC0503                          SUPERSEDED SURVEY CONTROL
 RC0503
 RC0503  NAD 83(1998)-  45 19 02.25775(N)    120 47 20.15500(W) AD(       ) B
 RC0503  ELLIP H (02/26/02)  715.862  (m)                       GP(       ) 3 2
 RC0503  NAVD 88 (02/26/02)  736.85   (m)         2417.5    (f) LEVELING    3  
 RC0503  NGVD 29 (??/??/92)  735.818  (m)         2414.10   (f) ADJ UNCH    2 0
 RC0503
 RC0503.Superseded values are not recommended for survey control.
 RC0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0503.See file dsdata.txt to determine how the superseded data were derived.
 RC0503
 RC0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR7330120577(NAD 83)
 RC0503_MARKER: DD = SURVEY DISK
 RC0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC0503_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC0503_STAMPING: B 395
 RC0503_MARK LOGO: ORDT  
 RC0503_PROJECTION: FLUSH
 RC0503_MAGNETIC: N = NO MAGNETIC MATERIAL
 RC0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0503+STABILITY: SURFACE MOTION
 RC0503_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RC0503+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2000
 RC0503
 RC0503  HISTORY     - Date     Condition        Report By
 RC0503  HISTORY     - UNK      MONUMENTED       ORDT
 RC0503  HISTORY     - 1961     GOOD             NGS
 RC0503  HISTORY     - 20001010 GOOD             OR-065
 RC0503
 RC0503                          STATION DESCRIPTION
 RC0503
 RC0503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RC0503'2.4 MI SW FROM GRASS VALLEY.
 RC0503'FROM THE INTERSECTION OF U.S. HIGHWAY 97 AND STATE HIGHWAY 216 AT THE
 RC0503'SOUTHEAST EDGE OF GRASS VALLEY, GO SOUTHWEST ON STATE HIGHWAY 216 FOR
 RC0503'2.4 MILES TO 0.05 MILE NORTH OF A ROAD LEADING SOUTH, 27-FEET EAST OF
 RC0503'THE CENTER LINE OF THE HIGHWAY, 7-FEET SOUTH OF A POWER POLE, 1.5 FOOT
 RC0503'WEST OF THE EAST RIGHT OF WAY FENCE, 1-FOOT SOUTH OF A METAL WITNESS
 RC0503'POST, SET IN TOP OF A CONCRETE POST, ABOUT FLUSH WITH THE SURFACE,
 RC0503'ABOUT 3-FEET HIGHER THAN THE SURFACE OF THE HIGHWAY.
 RC0503
 RC0503                          STATION RECOVERY (2000)
 RC0503
 RC0503'RECOVERY NOTE BY WASCO COUNTY OREGON 2000 (DGI)
 RC0503'RECOVERED AS DESCRIBED
 RC0503'
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1122 ***********************************************************************
 RC1122  DESIGNATION -  B 396
 RC1122  PID         -  RC1122
 RC1122  STATE/COUNTY-  OR/WASCO
 RC1122  USGS QUAD   -  DANT (1962)
 RC1122
 RC1122                         *CURRENT SURVEY CONTROL
 RC1122  ___________________________________________________________________
 RC1122* NAD 83(1986)-  45 03 58.     (N)    121 07 06.     (W)     SCALED    
 RC1122* NAVD 88     -       301.304  (meters)     988.53   (feet)  ADJUSTED  
 RC1122  ___________________________________________________________________
 RC1122  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 RC1122  DYNAMIC HT  -         301.238 (meters)     988.31  (feet)  COMP
 RC1122  MODELED GRAV-     980,393.7   (mgal)                       NAVD 88
 RC1122
 RC1122  VERT ORDER  -  SECOND    CLASS 0
 RC1122
 RC1122.The horizontal coordinates were scaled from a topographic map and have
 RC1122.an estimated accuracy of +/- 6 seconds.
 RC1122
 RC1122.The orthometric height was determined by differential leveling
 RC1122.and adjusted in June 1991.
 RC1122
 RC1122.The geoid height was determined by GEOID03.
 RC1122
 RC1122.The dynamic height is computed by dividing the NAVD 88
 RC1122.geopotential number by the normal gravity value computed on the
 RC1122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1122.degrees latitude (g = 980.6199 gals.).
 RC1122
 RC1122.The modeled gravity was interpolated from observed gravity values.
 RC1122
 RC1122;                    North         East    Units  Estimated Accuracy
 RC1122;SPC OR N     -   155,690.    2,451,310.      MT  (+/- 180 meters Scaled)
 RC1122
 RC1122                          SUPERSEDED SURVEY CONTROL
 RC1122
 RC1122  NGVD 29 (??/??/92)  300.249  (m)          985.07   (f) ADJ UNCH    2 0
 RC1122
 RC1122.Superseded values are not recommended for survey control.
 RC1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1122.See file dsdata.txt to determine how the superseded data were derived.
 RC1122
 RC1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ481920(NAD 83)
 RC1122_MARKER: DB = BENCH MARK DISK
 RC1122_SETTING: 66 = SET IN ROCK OUTCROP
 RC1122_SP_SET: ROCK OUTCROP
 RC1122_STAMPING: B 396 1946
 RC1122_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RC1122+STABILITY: POSITION/ELEVATION WELL
 RC1122
 RC1122  HISTORY     - Date     Condition        Report By
 RC1122  HISTORY     - 1946     MONUMENTED       CGS
 RC1122
 RC1122                          STATION DESCRIPTION
 RC1122
 RC1122'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RC1122'1.1 MI S FROM NENA.
 RC1122'ALONG OREGON TRUNK RAILWAY, 1.1 MILE SOUTH OF STATION AT NENA, AT
 RC1122'SOUTHWEST END OF ROCK CLIFF, 4 RAILS NORTHEAST OF CULVERT NO. T 64.53,
 RC1122'21.8 FEET NORTHWEST OF NORTHWEST RAIL, 23.5 FEET SOUTHWEST OF
 RC1122'SOUTHEAST POINT OF A WHITE ROCK POINT PROJECTING TOWARD TRACK, SET IN
 RC1122'TOP OF ROCK OUTCROP ABOUT 1 FOOT ABOVE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1094 ***********************************************************************
 RC1094  DESIGNATION -  B 397
 RC1094  PID         -  RC1094
 RC1094  STATE/COUNTY-  OR/WASCO
 RC1094  USGS QUAD   -  SINAMOX (1962)
 RC1094
 RC1094                         *CURRENT SURVEY CONTROL
 RC1094  ___________________________________________________________________
 RC1094* NAD 83(1986)-  45 19 21.     (N)    120 58 37.     (W)     SCALED    
 RC1094* NAVD 88     -       189.037  (meters)     620.20   (feet)  ADJUSTED  
 RC1094  ___________________________________________________________________
 RC1094  GEOID HEIGHT-         -21.23  (meters)                     GEOID03
 RC1094  DYNAMIC HT  -         189.005 (meters)     620.09  (feet)  COMP
 RC1094  MODELED GRAV-     980,447.7   (mgal)                       NAVD 88
 RC1094
 RC1094  VERT ORDER  -  SECOND    CLASS 0
 RC1094
 RC1094.The horizontal coordinates were scaled from a topographic map and have
 RC1094.an estimated accuracy of +/- 6 seconds.
 RC1094
 RC1094.The orthometric height was determined by differential leveling
 RC1094.and adjusted in June 1991.
 RC1094
 RC1094.The geoid height was determined by GEOID03.
 RC1094
 RC1094.The dynamic height is computed by dividing the NAVD 88
 RC1094.geopotential number by the normal gravity value computed on the
 RC1094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1094.degrees latitude (g = 980.6199 gals.).
 RC1094
 RC1094.The modeled gravity was interpolated from observed gravity values.
 RC1094
 RC1094;                    North         East    Units  Estimated Accuracy
 RC1094;SPC OR N     -   184,110.    2,462,610.      MT  (+/- 180 meters Scaled)
 RC1094
 RC1094                          SUPERSEDED SURVEY CONTROL
 RC1094
 RC1094  NGVD 29 (??/??/92)  188.007  (m)          616.82   (f) ADJ UNCH    2 0
 RC1094
 RC1094.Superseded values are not recommended for survey control.
 RC1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1094.See file dsdata.txt to determine how the superseded data were derived.
 RC1094
 RC1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR585207(NAD 83)
 RC1094_MARKER: DB = BENCH MARK DISK
 RC1094_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RC1094_SP_SET: CONCRETE BLOCKS
 RC1094_STAMPING: B 397 1946
 RC1094_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC1094
 RC1094  HISTORY     - Date     Condition        Report By
 RC1094  HISTORY     - 1946     MONUMENTED       CGS
 RC1094
 RC1094                          STATION DESCRIPTION
 RC1094
 RC1094'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RC1094'IN OAKBROOK.
 RC1094'ALONG OREGON TRUNK RAILWAY, AT OAKBROOK SIDING, 3 - 39-FOOT RAILS EAST
 RC1094'OF EAST END OF SECTION MOTOR CAR GARAGE, 24.7 FEET NORTH OF NORTH RAIL
 RC1094'OF MAIN TRACK, SET IN CENTER AND TOP OF THE MOST SOUTHERLY OF THE TWO
 RC1094'MOST WESTERLY OF A SERIES OF CONCRETE BLOCKS OF OLD ABANDONED RAILROAD
 RC1094'WATER TANK FOUNDATION, ABOUT THE SAME ELEVATION AS THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0634 ***********************************************************************
 RC0634  DESIGNATION -  B 398
 RC0634  PID         -  RC0634
 RC0634  STATE/COUNTY-  OR/WASCO
 RC0634  USGS QUAD   -  LOCUST GROVE (1974)
 RC0634
 RC0634                         *CURRENT SURVEY CONTROL
 RC0634  ___________________________________________________________________
 RC0634* NAD 83(1986)-  45 31 33.     (N)    120 51 38.     (W)     SCALED    
 RC0634* NAVD 88     -       100.202  (meters)     328.75   (feet)  ADJUSTED  
 RC0634  ___________________________________________________________________
 RC0634  GEOID HEIGHT-         -21.31  (meters)                     GEOID03
 RC0634  DYNAMIC HT  -         100.192 (meters)     328.71  (feet)  COMP
 RC0634  MODELED GRAV-     980,522.8   (mgal)                       NAVD 88
 RC0634
 RC0634  VERT ORDER  -  SECOND    CLASS 0
 RC0634
 RC0634.The horizontal coordinates were scaled from a topographic map and have
 RC0634.an estimated accuracy of +/- 6 seconds.
 RC0634
 RC0634.The orthometric height was determined by differential leveling
 RC0634.and adjusted in June 1991.
 RC0634
 RC0634.The geoid height was determined by GEOID03.
 RC0634
 RC0634.The dynamic height is computed by dividing the NAVD 88
 RC0634.geopotential number by the normal gravity value computed on the
 RC0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0634.degrees latitude (g = 980.6199 gals.).
 RC0634
 RC0634.The modeled gravity was interpolated from observed gravity values.
 RC0634
 RC0634;                    North         East    Units  Estimated Accuracy
 RC0634;SPC OR N     -   206,660.    2,471,840.      MT  (+/- 180 meters Scaled)
 RC0634
 RC0634                          SUPERSEDED SURVEY CONTROL
 RC0634
 RC0634  NGVD 29 (??/??/92)   99.196  (m)          325.45   (f) ADJ UNCH    2 0
 RC0634
 RC0634.Superseded values are not recommended for survey control.
 RC0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0634.See file dsdata.txt to determine how the superseded data were derived.
 RC0634
 RC0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR670435(NAD 83)
 RC0634_MARKER: DB = BENCH MARK DISK
 RC0634_SETTING: 66 = SET IN ROCK OUTCROP
 RC0634_SP_SET: BED ROCK
 RC0634_STAMPING: B 398 1946
 RC0634_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RC0634+STABILITY: POSITION/ELEVATION WELL
 RC0634
 RC0634  HISTORY     - Date     Condition        Report By
 RC0634  HISTORY     - 1946     MONUMENTED       CGS
 RC0634
 RC0634                          STATION DESCRIPTION
 RC0634
 RC0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RC0634'11.25 MI N FROM DIKE.
 RC0634'ALONG OREGON TRUNK RAILWAY, 11.25 MILES NORTH OF STATION AT DIKE, 3.05
 RC0634'MILE NORTH OF SIGN BOARD AND TELEPHONE BOOTH AT LOCKIT SIDING, AT
 RC0634'NORTHWEST END OF A CUT, 8 1/2 - 39-FOOT RAILS SOUTHEAST OF CULVERT NO.
 RC0634'T14.38, 39.0 FEET NORTHEAST OF NORTHEAST RAIL, 30.0 FEET NORTH OF A
 RC0634'TELEPHONE POLE, 12.0 FEET SOUTHWEST OF NORTHEAST RIGHT-OF-WAY FENCE,
 RC0634'SET IN BEDROCK ABOUT 10 FEET BELOW TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0517 ***********************************************************************
 RA0517  DESIGNATION -  B 399
 RA0517  PID         -  RA0517
 RA0517  STATE/COUNTY-  OR/WALLOWA
 RA0517  USGS QUAD   -  DEADHORSE RIDGE (1963)
 RA0517
 RA0517                         *CURRENT SURVEY CONTROL
 RA0517  ___________________________________________________________________
 RA0517* NAD 83(1986)-  45 48 14.     (N)    116 45 27.     (W)     SCALED    
 RA0517* NAVD 88     -       311.406  (meters)    1021.67   (feet)  ADJUSTED  
 RA0517  ___________________________________________________________________
 RA0517  GEOID HEIGHT-         -16.61  (meters)                     GEOID03
 RA0517  DYNAMIC HT  -         311.351 (meters)    1021.49  (feet)  COMP
 RA0517  MODELED GRAV-     980,432.5   (mgal)                       NAVD 88
 RA0517
 RA0517  VERT ORDER  -  SECOND    CLASS 0
 RA0517
 RA0517.The horizontal coordinates were scaled from a topographic map and have
 RA0517.an estimated accuracy of +/- 6 seconds.
 RA0517
 RA0517.The orthometric height was determined by differential leveling
 RA0517.and adjusted in June 1991.
 RA0517
 RA0517.The geoid height was determined by GEOID03.
 RA0517
 RA0517.The dynamic height is computed by dividing the NAVD 88
 RA0517.geopotential number by the normal gravity value computed on the
 RA0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0517.degrees latitude (g = 980.6199 gals.).
 RA0517
 RA0517.The modeled gravity was interpolated from observed gravity values.
 RA0517
 RA0517;                    North         East    Units  Estimated Accuracy
 RA0517;SPC OR N     -   244,230.    2,790,810.      MT  (+/- 180 meters Scaled)
 RA0517
 RA0517                          SUPERSEDED SURVEY CONTROL
 RA0517
 RA0517  NGVD 29 (??/??/92)  310.307  (m)         1018.07   (f) ADJ UNCH    2 0
 RA0517
 RA0517.Superseded values are not recommended for survey control.
 RA0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0517.See file dsdata.txt to determine how the superseded data were derived.
 RA0517
 RA0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL188722(NAD 83)
 RA0517_MARKER: DB = BENCH MARK DISK
 RA0517_SETTING: 80 = SET IN A BOULDER
 RA0517_SP_SET: BOULDER
 RA0517_STAMPING: B 399 1945
 RA0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0517+STABILITY: SURFACE MOTION
 RA0517
 RA0517  HISTORY     - Date     Condition        Report By
 RA0517  HISTORY     - 1945     MONUMENTED       CGS
 RA0517
 RA0517                          STATION DESCRIPTION
 RA0517
 RA0517'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RA0517'1.0 MI S FROM MOUTH OF IMNAHA RIVER.
 RA0517'1.0 MILE SOUTH ALONG THE WEST SIDE OF IMNAHA RIVER FROM THE MOUTH AT
 RA0517'THE SNAKE RIVER, SET IN THE TOP OF A BOULDER ON THE WEST BANK OF
 RA0517'RIVER, ABOUT 100 FEET DOWNSTREAM FROM THE MOUTH OF A CANYON ON THE
 RA0517'EAST SIDE OF RIVER, ABOUT 40 FEET SOUTH OF A DRAWBAR GATE ON TRAIL, 15
 RA0517'FEET EAST OF THE TRAIL.  BRONZE BENCH MARK DISK.  BELOW HIGH WATER
 RA0517'LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0426 ***********************************************************************
 RB0426  DESIGNATION -  B 4 RESET
 RB0426  PID         -  RB0426
 RB0426  STATE/COUNTY-  OR/UMATILLA
 RB0426  USGS QUAD   -  CAYUSE (1966)
 RB0426
 RB0426                         *CURRENT SURVEY CONTROL
 RB0426  ___________________________________________________________________
 RB0426* NAD 83(1986)-  45 40 34.     (N)    118 33 57.     (W)     SCALED    
 RB0426* NAVD 88     -       429.058  (meters)    1407.67   (feet)  ADJUSTED  
 RB0426  ___________________________________________________________________
 RB0426  GEOID HEIGHT-         -20.22  (meters)                     GEOID03
 RB0426  DYNAMIC HT  -         428.991 (meters)    1407.45  (feet)  COMP
 RB0426  MODELED GRAV-     980,447.1   (mgal)                       NAVD 88
 RB0426
 RB0426  VERT ORDER  -  FIRST     CLASS II
 RB0426
 RB0426.The horizontal coordinates were scaled from a topographic map and have
 RB0426.an estimated accuracy of +/- 6 seconds.
 RB0426
 RB0426.The orthometric height was determined by differential leveling
 RB0426.and adjusted in June 1991.
 RB0426
 RB0426.The geoid height was determined by GEOID03.
 RB0426
 RB0426.The dynamic height is computed by dividing the NAVD 88
 RB0426.geopotential number by the normal gravity value computed on the
 RB0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0426.degrees latitude (g = 980.6199 gals.).
 RB0426
 RB0426.The modeled gravity was interpolated from observed gravity values.
 RB0426
 RB0426;                    North         East    Units  Estimated Accuracy
 RB0426;SPC OR N     -   225,100.    2,650,670.      MT  (+/- 180 meters Scaled)
 RB0426
 RB0426                          SUPERSEDED SURVEY CONTROL
 RB0426
 RB0426  NGVD 29 (??/??/92)  428.026  (m)         1404.28   (f) ADJ UNCH    1 2
 RB0426
 RB0426.Superseded values are not recommended for survey control.
 RB0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0426.See file dsdata.txt to determine how the superseded data were derived.
 RB0426
 RB0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL780592(NAD 83)
 RB0426_MARKER: R = RIVET
 RB0426_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RB0426_SP_SET: ABUTMENT
 RB0426_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RB0426
 RB0426  HISTORY     - Date     Condition        Report By
 RB0426  HISTORY     - UNK      MONUMENTED       RBNF
 RB0426  HISTORY     - 1951     GOOD             NGS
 RB0426
 RB0426                          STATION DESCRIPTION
 RB0426
 RB0426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 RB0426'0.2 MI W FROM CAYUSE.
 RB0426'0.2 MILE WEST ALONG THE UNION PACIFIC RAILROAD TRACK FROM THE SIGN
 RB0426'BOARD CAYUSE AT SECTION HOUSE, AT BRIDGE 226.86 OVER UMATILLA RIVER
 RB0426'AND SET IN TOP OF THE OFFSET OF CONCRETE ABUTMENT AT NORTHWEST AND OF
 RB0426'THE NORTHEAST CONCRETE ABUTMENT, 8.7 FEET NORTHWEST OF THE NORTHWEST
 RB0426'RAIL OF U. P. R. R. TRACK, 1.5 FEET NORTH WEST OF THE NORTHWEST EDGE
 RB0426'OF STEEL PLATE OF BRIDGE, 2.5 FEET NORTHEAST OF THE SOUTHWEST EDGE OF
 RB0426'NORTHWEST END OF CONCRETE ABUTMENT, 1.2 FEET SOUTHEAST OF THE
 RB0426'NORTHWEST EDGE OF A CONCRETE ABUTMENT, AND ABOUT 5 FEET LOWER THAN TOP
 RB0426'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0295 ***********************************************************************
 RC0295  DESIGNATION -  B 40
 RC0295  PID         -  RC0295
 RC0295  STATE/COUNTY-  OR/GILLIAM
 RC0295  USGS QUAD   -  CONDON (1987)
 RC0295
 RC0295                         *CURRENT SURVEY CONTROL
 RC0295  ___________________________________________________________________
 RC0295* NAD 83(1986)-  45 13 22.     (N)    120 11 11.     (W)     SCALED    
 RC0295* NAVD 88     -       817.946  (meters)    2683.54   (feet)  ADJUSTED  
 RC0295  ___________________________________________________________________
 RC0295  GEOID HEIGHT-         -20.48  (meters)                     GEOID03
 RC0295  DYNAMIC HT  -         817.790 (meters)    2683.03  (feet)  COMP
 RC0295  MODELED GRAV-     980,397.6   (mgal)                       NAVD 88
 RC0295
 RC0295  VERT ORDER  -  FIRST     CLASS II
 RC0295
 RC0295.The horizontal coordinates were scaled from a topographic map and have
 RC0295.an estimated accuracy of +/- 6 seconds.
 RC0295
 RC0295.The orthometric height was determined by differential leveling
 RC0295.and adjusted in June 1991.
 RC0295
 RC0295.The geoid height was determined by GEOID03.
 RC0295
 RC0295.The dynamic height is computed by dividing the NAVD 88
 RC0295.geopotential number by the normal gravity value computed on the
 RC0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0295.degrees latitude (g = 980.6199 gals.).
 RC0295
 RC0295.The modeled gravity was interpolated from observed gravity values.
 RC0295
 RC0295;                    North         East    Units  Estimated Accuracy
 RC0295;SPC OR N     -   172,970.    2,524,630.      MT  (+/- 180 meters Scaled)
 RC0295
 RC0295                          SUPERSEDED SURVEY CONTROL
 RC0295
 RC0295  NGVD 29 (??/??/92)  816.855  (m)         2679.97   (f) ADJ UNCH    1 2
 RC0295
 RC0295.Superseded values are not recommended for survey control.
 RC0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0295.See file dsdata.txt to determine how the superseded data were derived.
 RC0295
 RC0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGR208115(NAD 83)
 RC0295_MARKER: DD = SURVEY DISK
 RC0295_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RC0295_SP_SET: CULVERT
 RC0295_STAMPING: 2680.096 B 40 1930
 RC0295_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC0295
 RC0295  HISTORY     - Date     Condition        Report By
 RC0295  HISTORY     - 1930     MONUMENTED       ORDT
 RC0295  HISTORY     - 1963     GOOD             NGS
 RC0295  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RC0295
 RC0295                          STATION DESCRIPTION
 RC0295
 RC0295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 RC0295'0.8 MI S FROM CONDON.
 RC0295'0.8 MILE SOUTH ALONG STATE HIGHWAY 19 FROM THE CONDON POST OFFICE, 14
 RC0295'FEET EAST OF THE CENTER OF THE HIGHWAY IN THE CENTER OF THE EAST HEAD
 RC0295'WALL OF A 4 BY 4 FOOT CONCRETE BOX CULVERT ON THE INSIDE OF A CURVE.
 RC0295
 RC0295                          STATION RECOVERY (1987)
 RC0295
 RC0295'RECOVERY NOTE BY US POWER SQUADRON 1987 (RCC)
 RC0295'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0524 ***********************************************************************
 RA0524  DESIGNATION -  B 400
 RA0524  PID         -  RA0524
 RA0524  STATE/COUNTY-  OR/WALLOWA
 RA0524  USGS QUAD   -  IMNAHA (1990)
 RA0524
 RA0524                         *CURRENT SURVEY CONTROL
 RA0524  ___________________________________________________________________
 RA0524* NAD 83(1986)-  45 32 13.     (N)    116 49 16.     (W)     SCALED    
 RA0524* NAVD 88     -       634.857  (meters)    2082.86   (feet)  ADJUSTED  
 RA0524  ___________________________________________________________________
 RA0524  GEOID HEIGHT-         -15.90  (meters)                     GEOID03
 RA0524  DYNAMIC HT  -         634.732 (meters)    2082.45  (feet)  COMP
 RA0524  MODELED GRAV-     980,399.7   (mgal)                       NAVD 88
 RA0524
 RA0524  VERT ORDER  -  SECOND    CLASS 0
 RA0524
 RA0524.The horizontal coordinates were scaled from a topographic map and have
 RA0524.an estimated accuracy of +/- 6 seconds.
 RA0524
 RA0524.The orthometric height was determined by differential leveling
 RA0524.and adjusted in June 1991.
 RA0524
 RA0524.The geoid height was determined by GEOID03.
 RA0524
 RA0524.The dynamic height is computed by dividing the NAVD 88
 RA0524.geopotential number by the normal gravity value computed on the
 RA0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0524.degrees latitude (g = 980.6199 gals.).
 RA0524
 RA0524.The modeled gravity was interpolated from observed gravity values.
 RA0524
 RA0524;                    North         East    Units  Estimated Accuracy
 RA0524;SPC OR N     -   214,370.    2,787,220.      MT  (+/- 180 meters Scaled)
 RA0524
 RA0524                          SUPERSEDED SURVEY CONTROL
 RA0524
 RA0524  NGVD 29 (??/??/92)  633.714  (m)         2079.11   (f) ADJ UNCH    2 0
 RA0524
 RA0524.Superseded values are not recommended for survey control.
 RA0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0524.See file dsdata.txt to determine how the superseded data were derived.
 RA0524
 RA0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL139426(NAD 83)
 RA0524_MARKER: DB = BENCH MARK DISK
 RA0524_SETTING: 80 = SET IN A BOULDER
 RA0524_SP_SET: BOULDER
 RA0524_STAMPING: B 400 1945
 RA0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0524+STABILITY: SURFACE MOTION
 RA0524
 RA0524  HISTORY     - Date     Condition        Report By
 RA0524  HISTORY     - 1945     MONUMENTED       CGS
 RA0524  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RA0524
 RA0524                          STATION DESCRIPTION
 RA0524
 RA0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RA0524'1.9 MI N FROM IMNAHA.
 RA0524'1.9 MILES SOUTH ALONG THE UPPER IMNAHA ROAD FROM THE POST OFFICE AT
 RA0524'IMNAHA, 0.1 MILE NORTH OF MILEPOST NO. 2, BETWEEN THE ROAD AND THE
 RA0524'RIVER, ON THE OPPOSITE SIDE OF ROAD FROM THE MOUTH OF A CANYON, ABOUT
 RA0524'125 FEET EAST OF RIVER, 15 FEET WEST OF CENTER-LINE OF ROAD, ABOUT
 RA0524'LEVEL WITH THE ROAD.  BRONZE BENCH MARK DISK SET IN TOP OF BOULDER
 RA0524'ABOUT LEVEL WITH THE GROUND.
 RA0524
 RA0524                          STATION RECOVERY (1987)
 RA0524
 RA0524'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBD)
 RA0524'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0499 ***********************************************************************
 RA0499  DESIGNATION -  B 401
 RA0499  PID         -  RA0499
 RA0499  STATE/COUNTY-  OR/WALLOWA
 RA0499  USGS QUAD   -  IMNAHA (1990)
 RA0499
 RA0499                         *CURRENT SURVEY CONTROL
 RA0499  ___________________________________________________________________
 RA0499* NAD 83(1986)-  45 37 09.     (N)    116 50 41.     (W)     SCALED    
 RA0499* NAVD 88     -       546.128  (meters)    1791.75   (feet)  ADJUSTED  
 RA0499  ___________________________________________________________________
 RA0499  GEOID HEIGHT-         -16.07  (meters)                     GEOID03
 RA0499  DYNAMIC HT  -         546.041 (meters)    1791.47  (feet)  COMP
 RA0499  MODELED GRAV-     980,440.4   (mgal)                       NAVD 88
 RA0499
 RA0499  VERT ORDER  -  SECOND    CLASS 0
 RA0499
 RA0499.The horizontal coordinates were scaled from a topographic map and have
 RA0499.an estimated accuracy of +/- 6 seconds.
 RA0499
 RA0499.The orthometric height was determined by differential leveling
 RA0499.and adjusted in June 1991.
 RA0499
 RA0499.The geoid height was determined by GEOID03.
 RA0499
 RA0499.The dynamic height is computed by dividing the NAVD 88
 RA0499.geopotential number by the normal gravity value computed on the
 RA0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0499.degrees latitude (g = 980.6199 gals.).
 RA0499
 RA0499.The modeled gravity was interpolated from observed gravity values.
 RA0499
 RA0499;                    North         East    Units  Estimated Accuracy
 RA0499;SPC OR N     -   223,420.    2,784,970.      MT  (+/- 180 meters Scaled)
 RA0499
 RA0499                          SUPERSEDED SURVEY CONTROL
 RA0499
 RA0499  NGVD 29 (??/??/92)  545.008  (m)         1788.08   (f) ADJ UNCH    2 0
 RA0499
 RA0499.Superseded values are not recommended for survey control.
 RA0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0499.See file dsdata.txt to determine how the superseded data were derived.
 RA0499
 RA0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL121517(NAD 83)
 RA0499_MARKER: DB = BENCH MARK DISK
 RA0499_SETTING: 66 = SET IN ROCK OUTCROP
 RA0499_SP_SET: ROCK OUTCROP
 RA0499_STAMPING: B 401 1945
 RA0499_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA0499+STABILITY: POSITION/ELEVATION WELL
 RA0499
 RA0499  HISTORY     - Date     Condition        Report By
 RA0499  HISTORY     - 1945     MONUMENTED       CGS
 RA0499  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RA0499
 RA0499                          STATION DESCRIPTION
 RA0499
 RA0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RA0499'4.4 MI N FROM IMNAHA.
 RA0499'4.4 MILES NORTH ALONG THE LOWER IMNAHA ROAD FROM THE POST OFFICE AT
 RA0499'IMNAHA, 0.2 MILE SOUTHEAST OF A WHITE COUNTRY SCHOOL HOUSE, SET IN A
 RA0499'ROCK OUTCROP OF A VERTICAL ROCK BLUFF ON THE INSIDE OF A CURVE, ABOUT
 RA0499'50 FEET EAST-NORTHEAST OF THE EAST BANK OF RIVER, 9 FEET
 RA0499'EAST-NORTHEAST OF CENTER-LINE OF ROAD, ABOUT 2 FEET ABOVE ROAD LEVEL.
 RA0499'BRONZE BENCH MARK DISK.
 RA0499
 RA0499                          STATION RECOVERY (1987)
 RA0499
 RA0499'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBD)
 RA0499'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0729 ***********************************************************************
 RA0729  DESIGNATION -  B 402
 RA0729  PID         -  RA0729
 RA0729  STATE/COUNTY-  OR/WALLOWA
 RA0729  USGS QUAD   -  KINNEY LAKE (1990)
 RA0729
 RA0729                         *CURRENT SURVEY CONTROL
 RA0729  ___________________________________________________________________
 RA0729* NAD 83(1986)-  45 18 47.     (N)    117 04 36.     (W)     SCALED    
 RA0729* NAVD 88     -      1414.089  (meters)    4639.39   (feet)  ADJUSTED  
 RA0729  ___________________________________________________________________
 RA0729  GEOID HEIGHT-         -15.63  (meters)                     GEOID03
 RA0729  DYNAMIC HT  -        1413.613 (meters)    4637.83  (feet)  COMP
 RA0729  MODELED GRAV-     980,229.7   (mgal)                       NAVD 88
 RA0729
 RA0729  VERT ORDER  -  SECOND    CLASS 0
 RA0729
 RA0729.The horizontal coordinates were scaled from a topographic map and have
 RA0729.an estimated accuracy of +/- 6 seconds.
 RA0729
 RA0729.The orthometric height was determined by differential leveling
 RA0729.and adjusted in June 1991.
 RA0729
 RA0729.The geoid height was determined by GEOID03.
 RA0729
 RA0729.The dynamic height is computed by dividing the NAVD 88
 RA0729.geopotential number by the normal gravity value computed on the
 RA0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0729.degrees latitude (g = 980.6199 gals.).
 RA0729
 RA0729.The modeled gravity was interpolated from observed gravity values.
 RA0729
 RA0729;                    North         East    Units  Estimated Accuracy
 RA0729;SPC OR N     -   188,640.    2,768,340.      MT  (+/- 180 meters Scaled)
 RA0729
 RA0729                          SUPERSEDED SURVEY CONTROL
 RA0729
 RA0729  NGVD 29 (??/??/92) 1412.843  (m)         4635.30   (f) ADJ UNCH    2 0
 RA0729
 RA0729.Superseded values are not recommended for survey control.
 RA0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0729.See file dsdata.txt to determine how the superseded data were derived.
 RA0729
 RA0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML939177(NAD 83)
 RA0729_MARKER: DB = BENCH MARK DISK
 RA0729_SETTING: 80 = SET IN A BOULDER
 RA0729_SP_SET: BOULDER
 RA0729_STAMPING: B 402 1945
 RA0729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0729+STABILITY: SURFACE MOTION
 RA0729
 RA0729  HISTORY     - Date     Condition        Report By
 RA0729  HISTORY     - 1945     MONUMENTED       CGS
 RA0729
 RA0729                          STATION DESCRIPTION
 RA0729
 RA0729'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RA0729'10.8 MI SE FROM JOSEPH.
 RA0729'10.8 MILES SOUTHEAST ALONG THE LICK CREEK ROAD FROM THE POST OFFICE AT
 RA0729'JOSEPH, SET IN TOP OF A BOULDER, ON OUTSIDE OF HORSESHOE TURN WITH
 RA0729'TANGENTS TO NORTH, 30 FEET SOUTH OF CENTER-LINE OF ROAD, 10 FEET WEST
 RA0729'OF CENTER-LINE OF ROAD LEADING INTO CANYON, 2.5 FEET NORTHWEST OF
 RA0729'DOUBLE PINE TREE, ABOUT 3 FEET ABOVE LEVEL OF MAIN ROAD.  BRONZE BENCH
 RA0729'MARK DISK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0392 ***********************************************************************
 RA0392  DESIGNATION -  B 403
 RA0392  PID         -  RA0392
 RA0392  STATE/COUNTY-  OR/WALLOWA
 RA0392  USGS QUAD   -  PUDERBAUGH RIDGE (1990)
 RA0392
 RA0392                         *CURRENT SURVEY CONTROL
 RA0392  ___________________________________________________________________
 RA0392* NAD 83(1986)-  45 12 27.     (N)    116 52 03.     (W)     SCALED    
 RA0392* NAVD 88     -      1129.089  (meters)    3704.35   (feet)  ADJUSTED  
 RA0392  ___________________________________________________________________
 RA0392  GEOID HEIGHT-         -15.45  (meters)                     GEOID03
 RA0392  DYNAMIC HT  -        1128.731 (meters)    3703.18  (feet)  COMP
 RA0392  MODELED GRAV-     980,261.7   (mgal)                       NAVD 88
 RA0392
 RA0392  VERT ORDER  -  SECOND    CLASS 0
 RA0392
 RA0392.The horizontal coordinates were scaled from a topographic map and have
 RA0392.an estimated accuracy of +/- 6 seconds.
 RA0392
 RA0392.The orthometric height was determined by differential leveling
 RA0392.and adjusted in June 1991.
 RA0392
 RA0392.The geoid height was determined by GEOID03.
 RA0392
 RA0392.The dynamic height is computed by dividing the NAVD 88
 RA0392.geopotential number by the normal gravity value computed on the
 RA0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0392.degrees latitude (g = 980.6199 gals.).
 RA0392
 RA0392.The modeled gravity was interpolated from observed gravity values.
 RA0392
 RA0392;                    North         East    Units  Estimated Accuracy
 RA0392;SPC OR N     -   177,630.    2,785,250.      MT  (+/- 180 meters Scaled)
 RA0392
 RA0392                          SUPERSEDED SURVEY CONTROL
 RA0392
 RA0392  NGVD 29 (??/??/92) 1127.889  (m)         3700.42   (f) ADJ UNCH    2 0
 RA0392
 RA0392.Superseded values are not recommended for survey control.
 RA0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0392.See file dsdata.txt to determine how the superseded data were derived.
 RA0392
 RA0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL104060(NAD 83)
 RA0392_MARKER: DB = BENCH MARK DISK
 RA0392_SETTING: 80 = SET IN A BOULDER
 RA0392_SP_SET: BOULDER
 RA0392_STAMPING: B 403 1945
 RA0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0392+STABILITY: SURFACE MOTION
 RA0392
 RA0392  HISTORY     - Date     Condition        Report By
 RA0392  HISTORY     - 1945     MONUMENTED       CGS
 RA0392
 RA0392                          STATION DESCRIPTION
 RA0392
 RA0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RA0392'28.4 MI S FROM IMNAHA.
 RA0392'28.4 MILES SOUTH ALONG THE UPPER IMNAHA ROAD FROM THE POST OFFICE AT
 RA0392'IMNAHA, SET IN THE TOP OF A BOULDER, ON WEST BANK OF LOW FLATS, 27
 RA0392'FEET EAST OF CENTER-LINE OF ROAD, 6 FEET SOUTH OF PINE TREE WITH
 RA0392'TRIANGLE BLAZE ON WEST SIDE, ABOUT LEVEL WITH ROAD.  BRONZE BENCH MARK
 RA0392'DISK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0868 ***********************************************************************
 RA0868  DESIGNATION -  B 405
 RA0868  PID         -  RA0868
 RA0868  STATE/COUNTY-  OR/UNION
 RA0868  USGS QUAD   -  ELGIN (1995)
 RA0868
 RA0868                         *CURRENT SURVEY CONTROL
 RA0868  ___________________________________________________________________
 RA0868* NAD 83(1986)-  45 34 55.     (N)    117 54 30.     (W)     SCALED    
 RA0868* NAVD 88     -       808.888  (meters)    2653.83   (feet)  ADJUSTED  
 RA0868  ___________________________________________________________________
 RA0868  GEOID HEIGHT-         -18.04  (meters)                     GEOID03
 RA0868  DYNAMIC HT  -         808.722 (meters)    2653.28  (feet)  COMP
 RA0868  MODELED GRAV-     980,385.0   (mgal)                       NAVD 88
 RA0868
 RA0868  VERT ORDER  -  SECOND    CLASS 0
 RA0868
 RA0868.The horizontal coordinates were scaled from a topographic map and have
 RA0868.an estimated accuracy of +/- 6 seconds.
 RA0868
 RA0868.The orthometric height was determined by differential leveling
 RA0868.and adjusted in June 1991.
 RA0868
 RA0868.The geoid height was determined by GEOID03.
 RA0868
 RA0868.The dynamic height is computed by dividing the NAVD 88
 RA0868.geopotential number by the normal gravity value computed on the
 RA0868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0868.degrees latitude (g = 980.6199 gals.).
 RA0868
 RA0868.The modeled gravity was interpolated from observed gravity values.
 RA0868
 RA0868;                    North         East    Units  Estimated Accuracy
 RA0868;SPC OR N     -   216,080.    2,702,220.      MT  (+/- 180 meters Scaled)
 RA0868
 RA0868                          SUPERSEDED SURVEY CONTROL
 RA0868
 RA0868  NGVD 29 (??/??/92)  807.784  (m)         2650.20   (f) ADJ UNCH    2 0
 RA0868
 RA0868.Superseded values are not recommended for survey control.
 RA0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0868.See file dsdata.txt to determine how the superseded data were derived.
 RA0868
 RA0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML291480(NAD 83)
 RA0868_MARKER: DB = BENCH MARK DISK
 RA0868_SETTING: 66 = SET IN ROCK OUTCROP
 RA0868_SP_SET: ROCK OUTCROP
 RA0868_STAMPING: B 405 1945
 RA0868_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA0868+STABILITY: POSITION/ELEVATION WELL
 RA0868
 RA0868  HISTORY     - Date     Condition        Report By
 RA0868  HISTORY     - 1945     MONUMENTED       CGS
 RA0868
 RA0868                          STATION DESCRIPTION
 RA0868
 RA0868'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RA0868'1.2 MI N FROM ELGIN.
 RA0868'ALONG UNION PACIFIC RAILROAD, 1.2 MILE NORTH OF THE STATION AT ELGIN,
 RA0868'BETWEEN TRACK AND GRANDE RONDE RIVER, 23 1/2 POLES NORTH OF MILE POST
 RA0868'NO. 21, 7 1/2 POLES SOUTH OF MILE POST NO. 22, AT SOUTHWEST END OF
 RA0868'DEEP RAILROAD CUT, MIDWAY BETWEEN TELEPHONE POLE MARKING MILAGE 21 3/4
 RA0868'(A POLE WITH THREE WHITE STRIPES PAINTED ON IT) AND THE FIRST POLE TO
 RA0868'THE NORTHEAST OF IT, 125 FEET NORTHWEST OF EDGE OF WATER IN RIVER,
 RA0868'78.0 FEET SOUTHEAST OF CENTERLINE OF TRACK, SET IN TOP OF NORTHWEST
 RA0868'END OF LARGEST AND MOST PROMINENT ROCK OUTCROP AT THE SOUTHEAST POINT
 RA0868'OF A HILL, ABOUT 8 FEET ABOVE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0821 ***********************************************************************
 RA0821  DESIGNATION -  B 407
 RA0821  PID         -  RA0821
 RA0821  STATE/COUNTY-  OR/UNION
 RA0821  USGS QUAD   -  COVE (1993)
 RA0821
 RA0821                         *CURRENT SURVEY CONTROL
 RA0821  ___________________________________________________________________
 RA0821* NAD 83(1986)-  45 17 59.     (N)    117 51 33.     (W)     SCALED    
 RA0821* NAVD 88     -       822.503  (meters)    2698.50   (feet)  ADJUSTED  
 RA0821  ___________________________________________________________________
 RA0821  GEOID HEIGHT-         -17.47  (meters)                     GEOID03
 RA0821  DYNAMIC HT  -         822.305 (meters)    2697.85  (feet)  COMP
 RA0821  MODELED GRAV-     980,348.9   (mgal)                       NAVD 88
 RA0821
 RA0821  VERT ORDER  -  SECOND    CLASS 0
 RA0821
 RA0821.The horizontal coordinates were scaled from a topographic map and have
 RA0821.an estimated accuracy of +/- 6 seconds.
 RA0821
 RA0821.The orthometric height was determined by differential leveling
 RA0821.and adjusted in June 1991.
 RA0821
 RA0821.The geoid height was determined by GEOID03.
 RA0821
 RA0821.The dynamic height is computed by dividing the NAVD 88
 RA0821.geopotential number by the normal gravity value computed on the
 RA0821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0821.degrees latitude (g = 980.6199 gals.).
 RA0821
 RA0821.The modeled gravity was interpolated from observed gravity values.
 RA0821
 RA0821;                    North         East    Units  Estimated Accuracy
 RA0821;SPC OR N     -   184,850.    2,707,080.      MT  (+/- 180 meters Scaled)
 RA0821
 RA0821                          SUPERSEDED SURVEY CONTROL
 RA0821
 RA0821  NGVD 29 (??/??/92)  821.408  (m)         2694.90   (f) ADJ UNCH    2 0
 RA0821
 RA0821.Superseded values are not recommended for survey control.
 RA0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0821.See file dsdata.txt to determine how the superseded data were derived.
 RA0821
 RA0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML326166(NAD 83)
 RA0821_MARKER: DB = BENCH MARK DISK
 RA0821_SETTING: 80 = SET IN A BOULDER
 RA0821_SP_SET: BOULDER
 RA0821_STAMPING: B 407 1945
 RA0821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0821+STABILITY: SURFACE MOTION
 RA0821
 RA0821  HISTORY     - Date     Condition        Report By
 RA0821  HISTORY     - 1945     MONUMENTED       CGS
 RA0821  HISTORY     - 19930719 MARK NOT FOUND   USGS-R
 RA0821
 RA0821                          STATION DESCRIPTION
 RA0821
 RA0821'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RA0821'2.35 MI W FROM COVE.
 RA0821'ALONG UNION-COVE ROAD, 2.35 MILES WEST OF THE POST OFFICE AT COVE, AT
 RA0821'JUNCTION OF ROAD LEADING NORTH, 238.0 FEET NORTH OF CENTERLINE OF
 RA0821'UNION-COVE ROAD, 32.0 FEET EAST OF ROCK FENCE, 27.0 FEET WEST OF
 RA0821'CENTERLINE OF ROAD LEADING NORTH, SET IN TOP OF EMBEDDED BOULDER ABOUT
 RA0821'2 FEET ABOVE ROAD.
 RA0821
 RA0821                          STATION RECOVERY (1993)
 RA0821
 RA0821'RECOVERY NOTE BY USGS ROCKY MOUNTAIN MAPPING CENTER 1993 (MAT)
 RA0821'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0102 ***********************************************************************
 QD0102  DESIGNATION -  B 408
 QD0102  PID         -  QD0102
 QD0102  STATE/COUNTY-  OR/WHEELER
 QD0102  USGS QUAD   -  SUTTON MOUNTAIN (1987)
 QD0102
 QD0102                         *CURRENT SURVEY CONTROL
 QD0102  ___________________________________________________________________
 QD0102* NAD 83(1986)-  44 44 48.     (N)    120 10 37.     (W)     SCALED    
 QD0102* NAVD 88     -       480.375  (meters)    1576.03   (feet)  ADJUSTED  
 QD0102  ___________________________________________________________________
 QD0102  GEOID HEIGHT-         -20.36  (meters)                     GEOID03
 QD0102  DYNAMIC HT  -         480.251 (meters)    1575.62  (feet)  COMP
 QD0102  MODELED GRAV-     980,345.7   (mgal)                       NAVD 88
 QD0102
 QD0102  VERT ORDER  -  SECOND    CLASS 0
 QD0102
 QD0102.The horizontal coordinates were scaled from a topographic map and have
 QD0102.an estimated accuracy of +/- 6 seconds.
 QD0102
 QD0102.The orthometric height was determined by differential leveling
 QD0102.and adjusted in June 1991.
 QD0102
 QD0102.The geoid height was determined by GEOID03.
 QD0102
 QD0102.The dynamic height is computed by dividing the NAVD 88
 QD0102.geopotential number by the normal gravity value computed on the
 QD0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0102.degrees latitude (g = 980.6199 gals.).
 QD0102
 QD0102.The modeled gravity was interpolated from observed gravity values.
 QD0102
 QD0102;                    North         East    Units  Estimated Accuracy
 QD0102;SPC OR N     -   120,060.    2,525,580.      MT  (+/- 180 meters Scaled)
 QD0102
 QD0102                          SUPERSEDED SURVEY CONTROL
 QD0102
 QD0102  NGVD 29 (??/??/92)  479.251  (m)         1572.34   (f) ADJ UNCH    2 0
 QD0102
 QD0102.Superseded values are not recommended for survey control.
 QD0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0102.See file dsdata.txt to determine how the superseded data were derived.
 QD0102
 QD0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGQ234586(NAD 83)
 QD0102_MARKER: DB = BENCH MARK DISK
 QD0102_SETTING: 80 = SET IN A BOULDER
 QD0102_SP_SET: BOULDER
 QD0102_STAMPING: B 408 1946
 QD0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0102+STABILITY: SURFACE MOTION
 QD0102
 QD0102  HISTORY     - Date     Condition        Report By
 QD0102  HISTORY     - 1946     MONUMENTED       CGS
 QD0102  HISTORY     - 1977     GOOD             NGS
 QD0102
 QD0102                          STATION DESCRIPTION
 QD0102
 QD0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 QD0102'0.9 MI NW FROM TWICKENHAM.
 QD0102'ALONG TWICKENHAM-FOSSIL ROAD, 0.9 MILE NORTHWEST OF BRIDGE OVER JOHN
 QD0102'DAY RIVER AT TWICKENHAM, 0.3 MILE NORTHWEST OF OLD SCHOOL BUILDING,
 QD0102'0.1 MILE NORTHWEST OF AND ACROSS ROAD FROM A FRAME FARM HOUSE, AT
 QD0102'HIGHEST POINT OF SMALL ROCKY KNOLL, ABOUT MIDWAY BETWEEN TWO WOVEN
 QD0102'WIRE FENCES, 37.5 FEET NORTHEAST OF CENTER OF ROAD, 3.6 FEET NORTHWEST
 QD0102'OF REFERENCE POST, SET IN TOP OF EMBEDDED BOULDER ABOUT 3 FEET ABOVE
 QD0102'ROAD AND ABOUT 0.2 FOOT ABOVE GROUND.
 QD0102
 QD0102                          STATION RECOVERY (1977)
 QD0102
 QD0102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 QD0102'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0529 ***********************************************************************
 RA0529  DESIGNATION -  B 409
 RA0529  PID         -  RA0529
 RA0529  STATE/COUNTY-  OR/WALLOWA
 RA0529  USGS QUAD   -  TROY (1995)
 RA0529
 RA0529                         *CURRENT SURVEY CONTROL
 RA0529  ___________________________________________________________________
 RA0529* NAD 83(1986)-  45 57 47.     (N)    117 25 00.     (W)     SCALED    
 RA0529* NAVD 88     -       478.640  (meters)    1570.34   (feet)  ADJUSTED  
 RA0529  ___________________________________________________________________
 RA0529  GEOID HEIGHT-         -17.60  (meters)                     GEOID03
 RA0529  DYNAMIC HT  -         478.561 (meters)    1570.08  (feet)  COMP
 RA0529  MODELED GRAV-     980,436.4   (mgal)                       NAVD 88
 RA0529
 RA0529  VERT ORDER  -  SECOND    CLASS 0
 RA0529
 RA0529.The horizontal coordinates were scaled from a topographic map and have
 RA0529.an estimated accuracy of +/- 6 seconds.
 RA0529
 RA0529.The orthometric height was determined by differential leveling
 RA0529.and adjusted in June 1991.
 RA0529
 RA0529.The geoid height was determined by GEOID03.
 RA0529
 RA0529.The dynamic height is computed by dividing the NAVD 88
 RA0529.geopotential number by the normal gravity value computed on the
 RA0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0529.degrees latitude (g = 980.6199 gals.).
 RA0529
 RA0529.The modeled gravity was interpolated from observed gravity values.
 RA0529
 RA0529;                    North         East    Units  Estimated Accuracy
 RA0529;SPC OR N     -   259,750.    2,738,940.      MT  (+/- 180 meters Scaled)
 RA0529
 RA0529                          SUPERSEDED SURVEY CONTROL
 RA0529
 RA0529  NGVD 29 (??/??/92)  477.56   (m)         1566.8    (f) COMPUTED    2 0
 RA0529
 RA0529.Superseded values are not recommended for survey control.
 RA0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0529.See file dsdata.txt to determine how the superseded data were derived.
 RA0529
 RA0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML677900(NAD 83)
 RA0529_MARKER: DB = BENCH MARK DISK
 RA0529_SETTING: 66 = SET IN ROCK OUTCROP
 RA0529_SP_SET: ROCK OUTCROP
 RA0529_STAMPING: B 409 1945
 RA0529_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA0529+STABILITY: POSITION/ELEVATION WELL
 RA0529
 RA0529  HISTORY     - Date     Condition        Report By
 RA0529  HISTORY     - 1945     MONUMENTED       CGS
 RA0529  HISTORY     - 1967     MARK NOT FOUND   NGS
 RA0529
 RA0529                          STATION DESCRIPTION
 RA0529
 RA0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RA0529'2.5 MI NE FROM TROY.
 RA0529'2.5 MILES NORTHEAST OF THE TROY POST OFFICE, ALONG THE TROY-ANATONE
 RA0529'ROAD, 24 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 5.6 FEET EAST OF A
 RA0529'WHITE REFERENCE POST, AND 3 FEET BELOW THE LEVEL OF THE ROAD.  A
 RA0529'BRONZE DISK SET IN A DRILL HOLE IN A ROCK OUT-CROP FLUSH WITH THE
 RA0529'SURFACE OF THE GROUND.
 RA0529
 RA0529                          STATION RECOVERY (1967)
 RA0529
 RA0529'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 RA0529'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0931 ***********************************************************************
 QD0931  DESIGNATION -  B 41
 QD0931  PID         -  QD0931
 QD0931  STATE/COUNTY-  OR/DESCHUTES
 QD0931  USGS QUAD   -  BEND (1981)
 QD0931
 QD0931                         *CURRENT SURVEY CONTROL
 QD0931  ___________________________________________________________________
 QD0931* NAD 83(1986)-  44 02 04.     (N)    121 18 24.     (W)     SCALED    
 QD0931* NAVD 88     -      1140.913  (meters)    3743.15   (feet)  ADJUSTED  
 QD0931  ___________________________________________________________________
 QD0931  GEOID HEIGHT-         -20.88  (meters)                     GEOID03
 QD0931  DYNAMIC HT  -        1140.457 (meters)    3741.65  (feet)  COMP
 QD0931  MODELED GRAV-     980,180.1   (mgal)                       NAVD 88
 QD0931
 QD0931  VERT ORDER  -  FIRST     CLASS II
 QD0931
 QD0931.The horizontal coordinates were scaled from a topographic map and have
 QD0931.an estimated accuracy of +/- 6 seconds.
 QD0931
 QD0931.The orthometric height was determined by differential leveling
 QD0931.and adjusted in June 1991.
 QD0931
 QD0931.The geoid height was determined by GEOID03.
 QD0931
 QD0931.The dynamic height is computed by dividing the NAVD 88
 QD0931.geopotential number by the normal gravity value computed on the
 QD0931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0931.degrees latitude (g = 980.6199 gals.).
 QD0931
 QD0931.The modeled gravity was interpolated from observed gravity values.
 QD0931
 QD0931;                    North         East    Units  Estimated Accuracy
 QD0931;SPC OR S     -   263,340.    1,435,340.      MT  (+/- 180 meters Scaled)
 QD0931
 QD0931                          SUPERSEDED SURVEY CONTROL
 QD0931
 QD0931  NGVD 29 (??/??/92) 1139.743  (m)         3739.31   (f) ADJ UNCH    1 2
 QD0931
 QD0931.Superseded values are not recommended for survey control.
 QD0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0931.See file dsdata.txt to determine how the superseded data were derived.
 QD0931
 QD0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP356770(NAD 83)
 QD0931_MARKER: DB = BENCH MARK DISK
 QD0931_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QD0931_SP_SET: ABUTMENT
 QD0931_STAMPING: 3739.294 B41 1930
 QD0931_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QD0931
 QD0931  HISTORY     - Date     Condition        Report By
 QD0931  HISTORY     - 1930     MONUMENTED       CGS
 QD0931  HISTORY     - 1934     GOOD             NGS
 QD0931  HISTORY     - 1959     MARK NOT FOUND   NGS
 QD0931  HISTORY     - 19880713 MARK NOT FOUND   NGS
 QD0931
 QD0931                          STATION DESCRIPTION
 QD0931
 QD0931'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QD0931'2.1 MI S FROM BEND.
 QD0931'2.1 MILE SOUTH ALONG THE DALLES - CALIFORNIA HIGHWAY FROM THE RAILROAD
 QD0931'STATION AT BEND, DESCHUTES COUNTY, AT MILEAGE 143.8, IN THE SOUTHWEST
 QD0931'ABUTMENT OF THE HIGHWAY SPAN OVER THE MAIN CANAL OF THE CENTRAL OREGON
 QD0931'IRRIGATION DESTRICT, 11.3 FEET NORTHWEST OF THE HIGHWAY CENTERLINE. AN
 QD0931'OREGON STATE HIGHWAY DEPARTMENT STANDARD DISK STAMPED 3739.294 B41
 QD0931'1930.
 QD0931
 QD0931                          STATION RECOVERY (1959)
 QD0931
 QD0931'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 QD0931'MARK NOT FOUND.
 QD0931
 QD0931                          STATION RECOVERY (1988)
 QD0931
 QD0931'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QD0931'THERE IS A NEW BRIDGE AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0261 ***********************************************************************
 QC0261  DESIGNATION -  B 410
 QC0261  PID         -  QC0261
 QC0261  STATE/COUNTY-  OR/GRANT
 QC0261  USGS QUAD   -  SLICKEAR MOUNTAIN (1995)
 QC0261
 QC0261                         *CURRENT SURVEY CONTROL
 QC0261  ___________________________________________________________________
 QC0261* NAD 83(1986)-  44 54 28.     (N)    119 22 26.     (W)     SCALED    
 QC0261* NAVD 88     -       642.281  (meters)    2107.22   (feet)  ADJUSTED  
 QC0261  ___________________________________________________________________
 QC0261  GEOID HEIGHT-         -19.19  (meters)                     GEOID03
 QC0261  DYNAMIC HT  -         642.088 (meters)    2106.58  (feet)  COMP
 QC0261  MODELED GRAV-     980,297.9   (mgal)                       NAVD 88
 QC0261
 QC0261  VERT ORDER  -  SECOND    CLASS 0
 QC0261
 QC0261.The horizontal coordinates were scaled from a topographic map and have
 QC0261.an estimated accuracy of +/- 6 seconds.
 QC0261
 QC0261.The orthometric height was determined by differential leveling
 QC0261.and adjusted in June 1991.
 QC0261
 QC0261.The geoid height was determined by GEOID03.
 QC0261
 QC0261.The dynamic height is computed by dividing the NAVD 88
 QC0261.geopotential number by the normal gravity value computed on the
 QC0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0261.degrees latitude (g = 980.6199 gals.).
 QC0261
 QC0261.The modeled gravity was interpolated from observed gravity values.
 QC0261
 QC0261;                    North         East    Units  Estimated Accuracy
 QC0261;SPC OR N     -   138,530.    2,588,920.      MT  (+/- 180 meters Scaled)
 QC0261
 QC0261                          SUPERSEDED SURVEY CONTROL
 QC0261
 QC0261  NGVD 29 (??/??/92)  641.129  (m)         2103.44   (f) ADJ UNCH    2 0
 QC0261
 QC0261.Superseded values are not recommended for survey control.
 QC0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0261.See file dsdata.txt to determine how the superseded data were derived.
 QC0261
 QC0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK126754(NAD 83)
 QC0261_MARKER: DB = BENCH MARK DISK
 QC0261_SETTING: 66 = SET IN ROCK OUTCROP
 QC0261_SP_SET: ROCK OUTCROP
 QC0261_STAMPING: B 410 1946
 QC0261_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QC0261+STABILITY: POSITION/ELEVATION WELL
 QC0261
 QC0261  HISTORY     - Date     Condition        Report By
 QC0261  HISTORY     - 1946     MONUMENTED       CGS
 QC0261
 QC0261                          STATION DESCRIPTION
 QC0261
 QC0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 QC0261'10.1 MI NE FROM MONUMENT.
 QC0261'10.1 MILES NORTHEAST ALONG THE NORTH FORK OF JOHN DAY RIVER FROM THE
 QC0261'POST OFFICE AT MONUMENT, GRANT COUNTY, 17 FEET EAST OF A FENCE LINE,
 QC0261'50 FEET SOUTHEAST OF A PINE TREE THAT IS 6 FEET EAST OF THE FENCE
 QC0261'LINE, 45 FEET NORTHEAST OF A SMALL CEDAR TREE IN THE FENCE LINE, 15
 QC0261'FEET WEST OF THE LOW-WATER LINE OF THE RIVER, AND IN A LARGE ROCK
 QC0261'OUTCROP PROJECTING INTO THE RIVER.  A STANDARD DISK, STAMPED B 410
 QC0261'1946.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0620 ***********************************************************************
 QC0620  DESIGNATION -  B 411
 QC0620  PID         -  QC0620
 QC0620  STATE/COUNTY-  OR/GRANT
 QC0620  USGS QUAD   -  RITTER (1995)
 QC0620
 QC0620                         *CURRENT SURVEY CONTROL
 QC0620  ___________________________________________________________________
 QC0620* NAD 83(1986)-  44 59 28.     (N)    119 07 41.     (W)     SCALED    
 QC0620* NAVD 88     -       757.706  (meters)    2485.91   (feet)  ADJUSTED  
 QC0620  ___________________________________________________________________
 QC0620  GEOID HEIGHT-         -18.61  (meters)                     GEOID03
 QC0620  DYNAMIC HT  -         757.506 (meters)    2485.25  (feet)  COMP
 QC0620  MODELED GRAV-     980,329.1   (mgal)                       NAVD 88
 QC0620
 QC0620  VERT ORDER  -  SECOND    CLASS 0
 QC0620
 QC0620.The horizontal coordinates were scaled from a topographic map and have
 QC0620.an estimated accuracy of +/- 6 seconds.
 QC0620
 QC0620.The orthometric height was determined by differential leveling
 QC0620.and adjusted in June 1991.
 QC0620
 QC0620.The geoid height was determined by GEOID03.
 QC0620
 QC0620.The dynamic height is computed by dividing the NAVD 88
 QC0620.geopotential number by the normal gravity value computed on the
 QC0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0620.degrees latitude (g = 980.6199 gals.).
 QC0620
 QC0620.The modeled gravity was interpolated from observed gravity values.
 QC0620
 QC0620;                    North         East    Units  Estimated Accuracy
 QC0620;SPC OR N     -   148,090.    2,608,170.      MT  (+/- 180 meters Scaled)
 QC0620
 QC0620                          SUPERSEDED SURVEY CONTROL
 QC0620
 QC0620  NGVD 29 (??/??/92)  756.561  (m)         2482.15   (f) ADJ UNCH    2 0
 QC0620
 QC0620.Superseded values are not recommended for survey control.
 QC0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0620.See file dsdata.txt to determine how the superseded data were derived.
 QC0620
 QC0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK322841(NAD 83)
 QC0620_MARKER: DB = BENCH MARK DISK
 QC0620_SETTING: 66 = SET IN ROCK OUTCROP
 QC0620_SP_SET: OUTCROP
 QC0620_STAMPING: B 411 1946
 QC0620_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QC0620+STABILITY: POSITION/ELEVATION WELL
 QC0620
 QC0620  HISTORY     - Date     Condition        Report By
 QC0620  HISTORY     - 1946     MONUMENTED       CGS
 QC0620  HISTORY     - 1946     GOOD             NGS
 QC0620
 QC0620                          STATION DESCRIPTION
 QC0620
 QC0620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 QC0620'12.9 MI SW FROM DALE.
 QC0620'4.0 MILES NORTH ALONG U.S. HIGHWAY 395 FROM THE POST OFFICE AT DALE,
 QC0620'GRANT COUNTY, THENCE 8.9 MILES SOUTHWEST ALONG THE NORTH FORK OF JOHN
 QC0620'DAY RIVER.  ABOUT 250 FEET EAST OF A BEND IN THE RIVER TO THE NORTH,
 QC0620'JUST WEST OF A LARGE FLAT FIELD ON THE NORTH BANK OF THE RIVER, 8 FEET
 QC0620'NORTH OF THE LOW-WATER LINE, IN A ROCK OUTCROP OPPOSITE A ROCK BLUFF
 QC0620'PROJECTING INTO THE RIVER, OPPOSITE TWO SMALL PINE TREES GROWING OUT
 QC0620'OF THE ROCK BLUFF, AND ABOUT 2 FEET ABOVE LOW WATER.  A STANDARD DISK,
 QC0620'STAMPED B 411 1946.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0853 ***********************************************************************
 RA0853  DESIGNATION -  B 413
 RA0853  PID         -  RA0853
 RA0853  STATE/COUNTY-  OR/WALLOWA
 RA0853  USGS QUAD   -  DEEP CREEK (1995)
 RA0853
 RA0853                         *CURRENT SURVEY CONTROL
 RA0853  ___________________________________________________________________
 RA0853* NAD 83(1986)-  45 49 31.     (N)    117 44 54.     (W)     SCALED    
 RA0853* NAVD 88     -       652.015  (meters)    2139.15   (feet)  ADJUSTED  
 RA0853  ___________________________________________________________________
 RA0853  GEOID HEIGHT-         -17.86  (meters)                     GEOID03
 RA0853  DYNAMIC HT  -         651.824 (meters)    2138.53  (feet)  COMP
 RA0853  MODELED GRAV-     980,306.0   (mgal)                       NAVD 88
 RA0853
 RA0853  VERT ORDER  -  SECOND    CLASS 0
 RA0853
 RA0853.The horizontal coordinates were scaled from a topographic map and have
 RA0853.an estimated accuracy of +/- 6 seconds.
 RA0853
 RA0853.The orthometric height was determined by differential leveling
 RA0853.and adjusted in June 1991.
 RA0853
 RA0853.The geoid height was determined by GEOID03.
 RA0853
 RA0853.The dynamic height is computed by dividing the NAVD 88
 RA0853.geopotential number by the normal gravity value computed on the
 RA0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0853.degrees latitude (g = 980.6199 gals.).
 RA0853
 RA0853.The modeled gravity was interpolated from observed gravity values.
 RA0853
 RA0853;                    North         East    Units  Estimated Accuracy
 RA0853;SPC OR N     -   243,520.    2,713,770.      MT  (+/- 180 meters Scaled)
 RA0853
 RA0853                          SUPERSEDED SURVEY CONTROL
 RA0853
 RA0853  NGVD 29 (??/??/92)  650.852  (m)         2135.34   (f) ADJ UNCH    2 0
 RA0853
 RA0853.Superseded values are not recommended for survey control.
 RA0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0853.See file dsdata.txt to determine how the superseded data were derived.
 RA0853
 RA0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML418749(NAD 83)
 RA0853_MARKER: DB = BENCH MARK DISK
 RA0853_SETTING: 80 = SET IN A BOULDER
 RA0853_SP_SET: BOULDER
 RA0853_STAMPING: B 413 1946
 RA0853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0853+STABILITY: SURFACE MOTION
 RA0853
 RA0853  HISTORY     - Date     Condition        Report By
 RA0853  HISTORY     - 1946     MONUMENTED       CGS
 RA0853  HISTORY     - 1967     GOOD             USGS
 RA0853  HISTORY     - 19671031 GOOD             USPSQD
 RA0853
 RA0853                          STATION DESCRIPTION
 RA0853
 RA0853'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 RA0853'8.8 MI N FROM RONDOWA.
 RA0853'8.8 MILES NORTH OF RONDOWA ALONG THE GRANDE RONDE RIVER, SET IN A
 RA0853'SMALL BOULDER LYING ON THE EAST BANK OF THE RIVER, AT THE NORTH END OF
 RA0853'A BAR, DIRECTLY ACROSS THE RIVER FROM A POINT IN THE SHORELIN FORMED
 RA0853'BY A SHARP BEND IN THE RIVER, BOULDER EXTENDS ABOUT 2 FEET ABOVE THE
 RA0853'GROUND, IS 4 FEET ABOVE HIGH WATER LEVEL, ABOUT 15 FEET FROM HIGH
 RA0853'WATER LINE, 4 FEET NORTHWEST OF A SMALL LONE PINE TREE WITH A
 RA0853'TRIANGULAR BLAZE FACING THE MARK.
 RA0853
 RA0853                          STATION RECOVERY (1967)
 RA0853
 RA0853'RECOVERY NOTE BY US POWER SQUADRON 1967 (CGM)
 RA0853'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0600 ***********************************************************************
 QB0600  DESIGNATION -  B 414
 QB0600  PID         -  QB0600
 QB0600  STATE/COUNTY-  OR/BAKER
 QB0600  USGS QUAD   -  SPARTA (1988)
 QB0600
 QB0600                         *CURRENT SURVEY CONTROL
 QB0600  ___________________________________________________________________
 QB0600* NAD 83(1986)-  44 46 47.     (N)    117 15 40.     (W)     SCALED    
 QB0600* NAVD 88     -       694.076  (meters)    2277.15   (feet)  ADJUSTED  
 QB0600  ___________________________________________________________________
 QB0600  GEOID HEIGHT-         -16.48  (meters)                     GEOID03
 QB0600  DYNAMIC HT  -         693.906 (meters)    2276.59  (feet)  COMP
 QB0600  MODELED GRAV-     980,350.6   (mgal)                       NAVD 88
 QB0600
 QB0600  VERT ORDER  -  SECOND    CLASS 0
 QB0600
 QB0600.The horizontal coordinates were scaled from a topographic map and have
 QB0600.an estimated accuracy of +/- 6 seconds.
 QB0600
 QB0600.The orthometric height was determined by differential leveling
 QB0600.and adjusted in June 1991.
 QB0600
 QB0600.The geoid height was determined by GEOID03.
 QB0600
 QB0600.The dynamic height is computed by dividing the NAVD 88
 QB0600.geopotential number by the normal gravity value computed on the
 QB0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0600.degrees latitude (g = 980.6199 gals.).
 QB0600
 QB0600.The modeled gravity was interpolated from observed gravity values.
 QB0600
 QB0600;                    North         East    Units  Estimated Accuracy
 QB0600;SPC OR N     -   128,820.    2,756,260.      MT  (+/- 180 meters Scaled)
 QB0600
 QB0600                          SUPERSEDED SURVEY CONTROL
 QB0600
 QB0600  NGVD 29 (??/??/92)  693.057  (m)         2273.80   (f) ADJ UNCH    2 0
 QB0600
 QB0600.Superseded values are not recommended for survey control.
 QB0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0600.See file dsdata.txt to determine how the superseded data were derived.
 QB0600
 QB0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK793585(NAD 83)
 QB0600_MARKER: DB = BENCH MARK DISK
 QB0600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0600_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0600_STAMPING: B-414 1945
 QB0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0600+STABILITY: SURFACE MOTION
 QB0600
 QB0600  HISTORY     - Date     Condition        Report By
 QB0600  HISTORY     - 1945     MONUMENTED       CGS
 QB0600  HISTORY     - 19850815 MARK NOT FOUND   USPSQD
 QB0600
 QB0600                          STATION DESCRIPTION
 QB0600
 QB0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QB0600'6.4 MI W FROM RICHLAND.
 QB0600'6.4 MILES WEST ALONG STATE HIGHWAY NO. 86 FROM THE POST OFFICE AT
 QB0600'RICHLAND, SET IN TOP OF CONCRETE POST, 0.6 FEET ABOVE THE LEVEL OF THE
 QB0600'GROUND, 1.0 MILES EAST OF BENCH MARK A-414, 120 FEET NORTH-WEST OF
 QB0600'NORTH-WEST CORNER OF RANCH HOUSE, 24 FEET EAST OF THE CENTER-LINE OF
 QB0600'THE HIGHWAY, 12 FEET NORTH OF CENTER-LINE SIDE ROAD LEADING EAST TO
 QB0600'RANCH, 1.5 FEET SOUTH OF THE FENCE LINE, AND 1.5 FEET NORTHWEST OF A
 QB0600'WHITE WOODEN WITNESS POST.
 QB0600
 QB0600                          STATION RECOVERY (1985)
 QB0600
 QB0600'RECOVERY NOTE BY US POWER SQUADRON 1985 (TGL)
 QB0600'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0523 ***********************************************************************
 QC0523  DESIGNATION -  B 415
 QC0523  PID         -  QC0523
 QC0523  STATE/COUNTY-  OR/GRANT
 QC0523  USGS QUAD   -  PICTURE GORGE WEST (1990)
 QC0523
 QC0523                         *CURRENT SURVEY CONTROL
 QC0523  ___________________________________________________________________
 QC0523* NAD 83(1986)-  44 35 59.     (N)    119 37 57.     (W)     SCALED    
 QC0523* NAVD 88     -       643.825  (meters)    2112.28   (feet)  ADJUSTED  
 QC0523  ___________________________________________________________________
 QC0523  GEOID HEIGHT-         -19.18  (meters)                     GEOID03
 QC0523  DYNAMIC HT  -         643.651 (meters)    2111.71  (feet)  COMP
 QC0523  MODELED GRAV-     980,326.6   (mgal)                       NAVD 88
 QC0523
 QC0523  VERT ORDER  -  FIRST     CLASS II
 QC0523
 QC0523.The horizontal coordinates were scaled from a topographic map and have
 QC0523.an estimated accuracy of +/- 6 seconds.
 QC0523
 QC0523.The orthometric height was determined by differential leveling
 QC0523.and adjusted in June 1991.
 QC0523
 QC0523.The geoid height was determined by GEOID03.
 QC0523
 QC0523.The dynamic height is computed by dividing the NAVD 88
 QC0523.geopotential number by the normal gravity value computed on the
 QC0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0523.degrees latitude (g = 980.6199 gals.).
 QC0523
 QC0523.The modeled gravity was interpolated from observed gravity values.
 QC0523
 QC0523;                    North         East    Units  Estimated Accuracy
 QC0523;SPC OR N     -   104,050.    2,568,870.      MT  (+/- 180 meters Scaled)
 QC0523
 QC0523                          SUPERSEDED SURVEY CONTROL
 QC0523
 QC0523  NGVD 29 (??/??/92)  642.708  (m)         2108.62   (f) ADJ UNCH    1 2
 QC0523
 QC0523.Superseded values are not recommended for survey control.
 QC0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0523.See file dsdata.txt to determine how the superseded data were derived.
 QC0523
 QC0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKK910418(NAD 83)
 QC0523_MARKER: DB = BENCH MARK DISK
 QC0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QC0523_STAMPING: B 415 1945
 QC0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0523+STABILITY: SURFACE MOTION
 QC0523
 QC0523  HISTORY     - Date     Condition        Report By
 QC0523  HISTORY     - 1945     MONUMENTED       CGS
 QC0523  HISTORY     - 1963     GOOD             NGS
 QC0523
 QC0523                          STATION DESCRIPTION
 QC0523
 QC0523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 QC0523'12.8 MI NW FROM DAYVILLE.
 QC0523'7.1 MILES NORTHWEST ALONG U.S. HIGHWAY 26 FROM THE DAYVILLE POST
 QC0523'OFFICE TO THE JUNCTION WITH STATE HIGHWAY 19, THEN NORTH ON STATE
 QC0523'HIGHWAY 19 FOR 5.7 MILES TO THE MARK ON THE RIGHT, 0.15 MILE SOUTH OF
 QC0523'BRIDGE NO. 5-118.21, 29 FEET EAST OF THE CENTER OF THE HIGHWAY, 3 FEET
 QC0523'NORTHWEST OF A WOODEN WITNESS POST AND 1 1/2 FEET WEST OF THE FENCE.
 QC0523'THE MONUMENT PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0336 ***********************************************************************
 RA0336  DESIGNATION -  B 416
 RA0336  PID         -  RA0336
 RA0336  STATE/COUNTY-  OR/WALLOWA
 RA0336  USGS QUAD   -  SQUIRREL PRAIRIE (1995)
 RA0336
 RA0336                         *CURRENT SURVEY CONTROL
 RA0336  ___________________________________________________________________
 RA0336* NAD 83(2007)-  45 19 17.82610(N)    116 40 26.70601(W)     ADJUSTED  
 RA0336* NAVD 88     -       433.223  (meters)    1421.33   (feet)  ADJUSTED  
 RA0336  ___________________________________________________________________
 RA0336  X           -  -2,016,767.982 (meters)                     COMP
 RA0336  Y           -  -4,014,419.160 (meters)                     COMP
 RA0336  Z           -   4,512,848.710 (meters)                     COMP
 RA0336  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 RA0336  ELLIP HEIGHT-         418.008 (meters)          (02/29/08) ADJUSTED
 RA0336  GEOID HEIGHT-         -15.38  (meters)                     GEOID03
 RA0336  DYNAMIC HT  -         433.083 (meters)    1420.87  (feet)  COMP
 RA0336  MODELED GRAV-     980,283.0   (mgal)                       NAVD 88
 RA0336
 RA0336  HORZ ORDER  -  B
 RA0336  VERT ORDER  -  SECOND    CLASS 0
 RA0336  ELLP ORDER  -  FOURTH    CLASS I
 RA0336
 RA0336.The horizontal coordinates were established by GPS observations
 RA0336.and adjusted by the National Geodetic Survey in February 2008.
 RA0336
 RA0336.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 RA0336.See www.ngs.noaa.gov/NationalReadjustment for more information.
 RA0336
 RA0336.The orthometric height was determined by differential leveling
 RA0336.and adjusted in June 1991.
 RA0336
 RA0336.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RA0336
 RA0336.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA0336
 RA0336.The ellipsoidal height was determined by GPS observations
 RA0336.and is referenced to NAD 83.
 RA0336
 RA0336.The geoid height was determined by GEOID03.
 RA0336
 RA0336.The dynamic height is computed by dividing the NAVD 88
 RA0336.geopotential number by the normal gravity value computed on the
 RA0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0336.degrees latitude (g = 980.6199 gals.).
 RA0336
 RA0336.The modeled gravity was interpolated from observed gravity values.
 RA0336
 RA0336;                    North         East     Units Scale Factor Converg.
 RA0336;SPC OR N     -   191,001.509 2,799,826.236   MT  0.99989813   +2 42 47.8
 RA0336;SPC OR N     -   626,645.37  9,185,781.61   iFT  0.99989813   +2 42 47.8
 RA0336;UTM  11      - 5,018,730.791   525,542.974   MT  0.99960802   +0 13 54.3
 RA0336
 RA0336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA0336!SPC OR N     -   0.99993447  x   0.99989813  =   0.99983261
 RA0336!UTM  11      -   0.99993447  x   0.99960802  =   0.99954251
 RA0336
 RA0336                          SUPERSEDED SURVEY CONTROL
 RA0336
 RA0336  NAVD 88 (02/29/08)  433.22   (m)         1421.3    (f) LEVELING    3  
 RA0336  NGVD 29 (??/??/92)  432.108  (m)         1417.67   (f) ADJ UNCH    2 0
 RA0336
 RA0336.Superseded values are not recommended for survey control.
 RA0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0336.See file dsdata.txt to determine how the superseded data were derived.
 RA0336
 RA0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL2554318731(NAD 83)
 RA0336_MARKER: DB = BENCH MARK DISK
 RA0336_SETTING: 66 = SET IN ROCK OUTCROP
 RA0336_SP_SET: BOULDER
 RA0336_STAMPING: B 416 1946
 RA0336_MARK LOGO: CGS   
 RA0336_MAGNETIC: N = NO MAGNETIC MATERIAL
 RA0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0336+STABILITY: SURFACE MOTION
 RA0336_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RA0336+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2007
 RA0336
 RA0336  HISTORY     - Date     Condition        Report By
 RA0336  HISTORY     - 1946     MONUMENTED       CGS
 RA0336  HISTORY     - 19870902 GOOD             USPSQD
 RA0336  HISTORY     - 20070410 GOOD             JUBENG
 RA0336
 RA0336                          STATION DESCRIPTION
 RA0336
 RA0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RA0336'24.45 MI N FROM HOMESTEAD.
 RA0336'ABOUT 24.45 MILES NORTH ALONG THE SNAKE RIVER FROM HOMESTEAD, ON THE
 RA0336'WEST BANK OF THE RIVER, ABOUT 0.6 MILES NORTH OF A RANCH HOUSE, THE
 RA0336'ONLY HOUSE IN VICINITY, ABOUT 500 FEET SOUTH OF A POINT WHERE THE
 RA0336'RIVER IS VERY NARROW AND SWIFT, A STANDARD DISK SET IN TOP OF A LARGE
 RA0336'BOULDER WHICH EXTENDS OUT INTO THE RIVER (THE MOST EASTERLY OF SEVERAL
 RA0336'LARGE BOULDERS) AND ABOUT THE SAME ELEVATION AS HIGH WATER LEVEL.
 RA0336
 RA0336                          STATION RECOVERY (1987)
 RA0336
 RA0336'RECOVERY NOTE BY US POWER SQUADRON 1987 (VPT)
 RA0336'RECOVERED IN GOOD CONDITION.
 RA0336
 RA0336                          STATION RECOVERY (2007)
 RA0336
 RA0336'RECOVERY NOTE BY JUB ENGINEERS INCORPORATED 2007 (TRR)
 RA0336'LOCATED ON THE OREGON BANK ACROSS FROM BUTLER BAR AND 0.3 MI (0.5 KM)
 RA0336'UPSTREAM FROM WILD SHEEP CREEK.  A USCGS BRASS CAP SET IN THE TOP OF A
 RA0336'ROCK OUTCROP.  IT IS IN THE EASTERNMOST PORTION OF OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0327 ***********************************************************************
 RC0327  DESIGNATION -  B 417
 RC0327  PID         -  RC0327
 RC0327  STATE/COUNTY-  OR/GILLIAM
 RC0327  USGS QUAD   -  CONDON (1987)
 RC0327
 RC0327                         *CURRENT SURVEY CONTROL
 RC0327  ___________________________________________________________________
 RC0327* NAD 83(1986)-  45 14 37.     (N)    120 13 00.     (W)     SCALED    
 RC0327* NAVD 88     -       916.359  (meters)    3006.42   (feet)  ADJUSTED  
 RC0327  ___________________________________________________________________
 RC0327  GEOID HEIGHT-         -20.52  (meters)                     GEOID03
 RC0327  DYNAMIC HT  -         916.189 (meters)    3005.86  (feet)  COMP
 RC0327  MODELED GRAV-     980,399.2   (mgal)                       NAVD 88
 RC0327
 RC0327  VERT ORDER  -  SECOND    CLASS 0
 RC0327
 RC0327.The horizontal coordinates were scaled from a topographic map and have
 RC0327.an estimated accuracy of +/- 6 seconds.
 RC0327
 RC0327.The orthometric height was determined by differential leveling
 RC0327.and adjusted in June 1991.
 RC0327
 RC0327.The geoid height was determined by GEOID03.
 RC0327
 RC0327.The dynamic height is computed by dividing the NAVD 88
 RC0327.geopotential number by the normal gravity value computed on the
 RC0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0327.degrees latitude (g = 980.6199 gals.).
 RC0327
 RC0327.The modeled gravity was interpolated from observed gravity values.
 RC0327
 RC0327;                    North         East    Units  Estimated Accuracy
 RC0327;SPC OR N     -   175,270.    2,522,240.      MT  (+/- 180 meters Scaled)
 RC0327
 RC0327                          SUPERSEDED SURVEY CONTROL
 RC0327
 RC0327  NGVD 29 (??/??/92)  915.278  (m)         3002.87   (f) ADJ UNCH    2 0
 RC0327
 RC0327.Superseded values are not recommended for survey control.
 RC0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0327.See file dsdata.txt to determine how the superseded data were derived.
 RC0327
 RC0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGR184137(NAD 83)
 RC0327_MARKER: DB = BENCH MARK DISK
 RC0327_SETTING: 0 = UNSPECIFIED SETTING
 RC0327_STAMPING: B 417 1946
 RC0327_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC0327
 RC0327  HISTORY     - Date     Condition        Report By
 RC0327  HISTORY     - 1946     MONUMENTED       CGS
 RC0327  HISTORY     - 1970     GOOD             USGS
 RC0327
 RC0327                          STATION DESCRIPTION
 RC0327
 RC0327'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 RC0327'2.1 MI NW FROM CONDON CITY HALL.
 RC0327'REACHED FROM THE CONDON POST OFFICE, GO NORTH ON MAIN STREET FOR 0.6
 RC0327'MILE TO OLD COTTONWOOD ROAD, TURN LEFT (WEST) AND GO ON OLD COTTONWOOD
 RC0327'ROAD FOR 1.5 MILES, 127 FEET WEST OF THE CENTERLINE OF HAY CREEK ROAD,
 RC0327'70.8 FEET WEST OF THE WEST END OF A 12 INCH IRON PIPE CULVERT UNDER
 RC0327'HAY CREEK ROAD, 26 FEET NORTH OF THE CENTERLINE OF OLD COTTONWOOD
 RC0327'ROAD, 1.5 FEET SOUTH OF A FENCE AND 1 FOOT SOUTH OF A METAL WITNESS
 RC0327'POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0608 ***********************************************************************
 RC0608  DESIGNATION -  B 418
 RC0608  PID         -  RC0608
 RC0608  STATE/COUNTY-  OR/GILLIAM
 RC0608  USGS QUAD   -  ESAU CANYON (1970)
 RC0608
 RC0608                         *CURRENT SURVEY CONTROL
 RC0608  ___________________________________________________________________
 RC0608* NAD 83(1986)-  45 26 03.     (N)    120 27 45.     (W)     SCALED    
 RC0608* NAVD 88     -       500.673  (meters)    1642.62   (feet)  ADJUSTED  
 RC0608  ___________________________________________________________________
 RC0608  GEOID HEIGHT-         -21.26  (meters)                     GEOID03
 RC0608  DYNAMIC HT  -         500.612 (meters)    1642.42  (feet)  COMP
 RC0608  MODELED GRAV-     980,477.5   (mgal)                       NAVD 88
 RC0608
 RC0608  VERT ORDER  -  SECOND    CLASS 0
 RC0608
 RC0608.The horizontal coordinates were scaled from a topographic map and have
 RC0608.an estimated accuracy of +/- 6 seconds.
 RC0608
 RC0608.The orthometric height was determined by differential leveling
 RC0608.and adjusted in June 1991.
 RC0608
 RC0608.The geoid height was determined by GEOID03.
 RC0608
 RC0608.The dynamic height is computed by dividing the NAVD 88
 RC0608.geopotential number by the normal gravity value computed on the
 RC0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0608.degrees latitude (g = 980.6199 gals.).
 RC0608
 RC0608.The modeled gravity was interpolated from observed gravity values.
 RC0608
 RC0608;                    North         East    Units  Estimated Accuracy
 RC0608;SPC OR N     -   196,410.    2,502,930.      MT  (+/- 180 meters Scaled)
 RC0608
 RC0608                          SUPERSEDED SURVEY CONTROL
 RC0608
 RC0608  NGVD 29 (??/??/92)  499.649  (m)         1639.27   (f) ADJ UNCH    2 0
 RC0608
 RC0608.Superseded values are not recommended for survey control.
 RC0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0608.See file dsdata.txt to determine how the superseded data were derived.
 RC0608
 RC0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR984343(NAD 83)
 RC0608_MARKER: DB = BENCH MARK DISK
 RC0608_SETTING: 80 = SET IN A BOULDER
 RC0608_SP_SET: BOULDER
 RC0608_STAMPING: B 418 1946
 RC0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0608+STABILITY: SURFACE MOTION
 RC0608
 RC0608  HISTORY     - Date     Condition        Report By
 RC0608  HISTORY     - 1946     MONUMENTED       CGS
 RC0608  HISTORY     - 1962     GOOD             NGS
 RC0608
 RC0608                          STATION DESCRIPTION
 RC0608
 RC0608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RC0608'17.9 MI SE FROM WASCO.
 RC0608'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 97 AND STATE HIGHWAY 206 AT
 RC0608'WASCO GO SOUTHEAST ON STATE HIGHWAY 206 FOR ABOUT 17.9 MILES.  THIS IS
 RC0608'3.1 MILES SOUTHEAST OF THE HIGHWAY BRIDGE OVER THE JOHN DAY RIVER, AND
 RC0608'ABOUT 18.4 MILES NORTHWEST OF THE POST OFFICE AT CONDON.  65 FEET
 RC0608'NORTH OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 12 FEET LOWER, ON
 RC0608'THE SOUTH SLOPE OF A HILL, ON THE NORTH SIDE OF A WASH, AND 1 FOOT
 RC0608'WEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0752 ***********************************************************************
 QD0752  DESIGNATION -  B 419
 QD0752  PID         -  QD0752
 QD0752  STATE/COUNTY-  OR/DESCHUTES
 QD0752  USGS QUAD   -  REDMOND (1975)
 QD0752
 QD0752                         *CURRENT SURVEY CONTROL
 QD0752  ___________________________________________________________________
 QD0752* NAD 83(1986)-  44 15 40.     (N)    121 14 49.     (W)     SCALED    
 QD0752* NAVD 88     -       873.739  (meters)    2866.59   (feet)  ADJUSTED  
 QD0752  ___________________________________________________________________
 QD0752  GEOID HEIGHT-         -21.24  (meters)                     GEOID03
 QD0752  DYNAMIC HT  -         873.442 (meters)    2865.62  (feet)  COMP
 QD0752  MODELED GRAV-     980,250.1   (mgal)                       NAVD 88
 QD0752
 QD0752  VERT ORDER  -  SECOND    CLASS 0
 QD0752
 QD0752.The horizontal coordinates were scaled from a topographic map and have
 QD0752.an estimated accuracy of +/- 6 seconds.
 QD0752
 QD0752.The orthometric height was determined by differential leveling
 QD0752.and adjusted in June 1991.
 QD0752
 QD0752.The geoid height was determined by GEOID03.
 QD0752
 QD0752.The dynamic height is computed by dividing the NAVD 88
 QD0752.geopotential number by the normal gravity value computed on the
 QD0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0752.degrees latitude (g = 980.6199 gals.).
 QD0752
 QD0752.The modeled gravity was interpolated from observed gravity values.
 QD0752
 QD0752;                    North         East    Units  Estimated Accuracy
 QD0752;SPC OR S     -   288,480.    1,440,350.      MT  (+/- 180 meters Scaled)
 QD0752
 QD0752                          SUPERSEDED SURVEY CONTROL
 QD0752
 QD0752  NGVD 29 (??/??/92)  872.633  (m)         2862.96   (f) ADJ UNCH    2 0
 QD0752
 QD0752.Superseded values are not recommended for survey control.
 QD0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0752.See file dsdata.txt to determine how the superseded data were derived.
 QD0752
 QD0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ399023(NAD 83)
 QD0752_MARKER: DB = BENCH MARK DISK
 QD0752_SETTING: 80 = SET IN A BOULDER
 QD0752_SP_SET: BOULDER
 QD0752_STAMPING: B 419 1946
 QD0752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0752+STABILITY: SURFACE MOTION
 QD0752
 QD0752  HISTORY     - Date     Condition        Report By
 QD0752  HISTORY     - 1946     MONUMENTED       CGS
 QD0752
 QD0752                          STATION DESCRIPTION
 QD0752
 QD0752'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 QD0752'1.1 MI S FROM CLINE FALLS.
 QD0752'ALONG DESCHUTES RIVER ABOUT 1.1 MILES SOUTH OF THE MCKENZIE HIGHWAY
 QD0752'BRIDGE AT CLINE FALLS, SET IN LARGE BOULDER ON EAST BANK OF RIVER,
 QD0752'ABOUT 300 YARDS SOUTH OF WOODEN FOOT BRIDGE OVER RIVER, ABOUT 100
 QD0752'YARDS NORTH OF NARROW STRETCH OF RAPIDS, 75 FEET NORTH OF A GROUP OF
 QD0752'THREE JUNIPER TREES ON RIVER BANK, 25 FEET EAST OF EDGE OF WATER,
 QD0752'ABOUT 6 FEET ABOVE WATER LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0213 ***********************************************************************
 OA0213  DESIGNATION -  B 42
 OA0213  PID         -  OA0213
 OA0213  STATE/COUNTY-  OR/CURRY
 OA0213  USGS QUAD   -  BROOKINGS (1986)
 OA0213
 OA0213                         *CURRENT SURVEY CONTROL
 OA0213  ___________________________________________________________________
 OA0213* NAD 83(1986)-  42 06 35.     (N)    124 17 56.     (W)     SCALED    
 OA0213* NAVD 88     -       251.794  (meters)     826.09   (feet)  ADJUSTED  
 OA0213  ___________________________________________________________________
 OA0213  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 OA0213  DYNAMIC HT  -         251.703 (meters)     825.80  (feet)  COMP
 OA0213  MODELED GRAV-     980,254.9   (mgal)                       NAVD 88
 OA0213
 OA0213  VERT ORDER  -  FIRST     CLASS II
 OA0213
 OA0213.The horizontal coordinates were scaled from a topographic map and have
 OA0213.an estimated accuracy of +/- 6 seconds.
 OA0213
 OA0213.The orthometric height was determined by differential leveling
 OA0213.and adjusted in June 1991.
 OA0213
 OA0213.The geoid height was determined by GEOID03.
 OA0213
 OA0213.The dynamic height is computed by dividing the NAVD 88
 OA0213.geopotential number by the normal gravity value computed on the
 OA0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0213.degrees latitude (g = 980.6199 gals.).
 OA0213
 OA0213.The modeled gravity was interpolated from observed gravity values.
 OA0213
 OA0213;                    North         East    Units  Estimated Accuracy
 OA0213;SPC OR S     -    56,340.    1,185,890.      MT  (+/- 180 meters Scaled)
 OA0213
 OA0213                          SUPERSEDED SURVEY CONTROL
 OA0213
 OA0213  NGVD 29 (??/??/92)  250.684  (m)          822.45   (f) ADJ UNCH    1 2
 OA0213
 OA0213.Superseded values are not recommended for survey control.
 OA0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0213.See file dsdata.txt to determine how the superseded data were derived.
 OA0213
 OA0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCM926627(NAD 83)
 OA0213_MARKER: DD = SURVEY DISK
 OA0213_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OA0213_SP_SET: CULVERT
 OA0213_STAMPING: B 42 1931
 OA0213_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OA0213
 OA0213  HISTORY     - Date     Condition        Report By
 OA0213  HISTORY     - 1931     MONUMENTED       ORHD
 OA0213  HISTORY     - 1973     GOOD             NGS
 OA0213  HISTORY     - 1982     MARK NOT FOUND   USGS
 OA0213  HISTORY     - 1988     MARK NOT FOUND   NGS
 OA0213
 OA0213                          STATION DESCRIPTION
 OA0213
 OA0213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 OA0213'5.4 MI NW FROM BROOKINGS.
 OA0213'REACHED FROM THE BROOKINGS POST OFFICE GO NORTH ON CENTER STREET FOR
 OA0213'0.05 MILE TO U.S. HIGHWAY 101, TURN LEFT, AND GO NORTHWEST ON THE
 OA0213'HIGHWAY FOR 2.4 MILES TO CARPENTERVILLE ROAD, 0.2 MILE AFTER PASSING
 OA0213'MILEPOST NO. 355, TURN RIGHT, AND GO NORTH ON CARPENTERVILLE ROAD FOR
 OA0213'3.0 MILES TO THE BENCH MARK ON THE RIGHT, ON THE OUTSIDE OF THE CURVE
 OA0213'UNDER THE RIGHT-OF-WAY FENCE LINE, AND 17 FEET LOWER THAN THE HIGHWAY
 OA0213'CEMENTED IN A DRILL HOLE AT THE SOUTHEAST END OF THE NORTHEAST HEAD
 OA0213'WALL OF THE CONCRETE BOX CULVERT.
 OA0213
 OA0213                          STATION RECOVERY (1982)
 OA0213
 OA0213'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 OA0213'MARK NOT FOUND.
 OA0213
 OA0213                          STATION RECOVERY (1988)
 OA0213
 OA0213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 OA0213'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0774 ***********************************************************************
 QD0774  DESIGNATION -  B 420
 QD0774  PID         -  QD0774
 QD0774  STATE/COUNTY-  OR/DESCHUTES
 QD0774  USGS QUAD   -  STEELHEAD FALLS (1992)
 QD0774
 QD0774                         *CURRENT SURVEY CONTROL
 QD0774  ___________________________________________________________________
 QD0774* NAD 83(1986)-  44 23 09.     (N)    121 17 39.     (W)     SCALED    
 QD0774* NAVD 88     -       737.819  (meters)    2420.66   (feet)  ADJUSTED  
 QD0774  ___________________________________________________________________
 QD0774  GEOID HEIGHT-         -21.38  (meters)                     GEOID03
 QD0774  DYNAMIC HT  -         737.593 (meters)    2419.92  (feet)  COMP
 QD0774  MODELED GRAV-     980,287.7   (mgal)                       NAVD 88
 QD0774
 QD0774  VERT ORDER  -  SECOND    CLASS 0
 QD0774
 QD0774.The horizontal coordinates were scaled from a topographic map and have
 QD0774.an estimated accuracy of +/- 6 seconds.
 QD0774
 QD0774.The orthometric height was determined by differential leveling
 QD0774.and adjusted in June 1991.
 QD0774
 QD0774.The geoid height was determined by GEOID03.
 QD0774
 QD0774.The dynamic height is computed by dividing the NAVD 88
 QD0774.geopotential number by the normal gravity value computed on the
 QD0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0774.degrees latitude (g = 980.6199 gals.).
 QD0774
 QD0774.The modeled gravity was interpolated from observed gravity values.
 QD0774
 QD0774;                    North         East    Units  Estimated Accuracy
 QD0774;SPC OR S     -   302,380.    1,436,710.      MT  (+/- 180 meters Scaled)
 QD0774
 QD0774                          SUPERSEDED SURVEY CONTROL
 QD0774
 QD0774  NGVD 29 (??/??/92)  736.726  (m)         2417.08   (f) ADJ UNCH    2 0
 QD0774
 QD0774.Superseded values are not recommended for survey control.
 QD0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0774.See file dsdata.txt to determine how the superseded data were derived.
 QD0774
 QD0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ358161(NAD 83)
 QD0774_MARKER: DB = BENCH MARK DISK
 QD0774_SETTING: 80 = SET IN A BOULDER
 QD0774_SP_SET: BOULDER
 QD0774_STAMPING: B 420 1946
 QD0774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0774+STABILITY: SURFACE MOTION
 QD0774
 QD0774  HISTORY     - Date     Condition        Report By
 QD0774  HISTORY     - 1946     MONUMENTED       CGS
 QD0774
 QD0774                          STATION DESCRIPTION
 QD0774
 QD0774'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 QD0774'3 MI N FROM LOWER BRIDGE.
 QD0774'ALONG DESCHUTES RIVER, ABOUT 3 MILES NORTH OF LOWER BRIDGE, ABOUT 200
 QD0774'YARDS DOWNSTREAM AND ACROSS RIVER FROM BREAK IN EAST RIM OF CANYON,
 QD0774'SET IN LARGE RED BOULDER ON WEST SIDE OF RIVER, 40 FEET NORTHEAST OF
 QD0774'THE MOST NORTHERLY OF GROUP OF 4 JUNIPER TREES, 25 FEET WEST OF BRUSH
 QD0774'FRINGE ALONG EDGE OF RIVER, ABOUT 12 FEET ABOVE WATER LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0748 ***********************************************************************
 RA0748  DESIGNATION -  B 421
 RA0748  PID         -  RA0748
 RA0748  STATE/COUNTY-  OR/BAKER
 RA0748  USGS QUAD   -  DEADMAN POINT (1990)
 RA0748
 RA0748                         *CURRENT SURVEY CONTROL
 RA0748  ___________________________________________________________________
 RA0748* NAD 83(1986)-  45 05 03.     (N)    117 01 16.     (W)     SCALED    
 RA0748* NAVD 88     -      1909.106  (meters)    6263.46   (feet)  ADJUSTED  
 RA0748  ___________________________________________________________________
 RA0748  GEOID HEIGHT-         -15.55  (meters)                     GEOID03
 RA0748  DYNAMIC HT  -        1908.261 (meters)    6260.69  (feet)  COMP
 RA0748  MODELED GRAV-     980,104.7   (mgal)                       NAVD 88
 RA0748
 RA0748  VERT ORDER  -  SECOND    CLASS 0
 RA0748
 RA0748.The horizontal coordinates were scaled from a topographic map and have
 RA0748.an estimated accuracy of +/- 6 seconds.
 RA0748
 RA0748.The orthometric height was determined by differential leveling
 RA0748.and adjusted in June 1991.
 RA0748
 RA0748.The geoid height was determined by GEOID03.
 RA0748
 RA0748.The dynamic height is computed by dividing the NAVD 88
 RA0748.geopotential number by the normal gravity value computed on the
 RA0748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0748.degrees latitude (g = 980.6199 gals.).
 RA0748
 RA0748.The modeled gravity was interpolated from observed gravity values.
 RA0748
 RA0748;                    North         East    Units  Estimated Accuracy
 RA0748;SPC OR N     -   163,410.    2,773,780.      MT  (+/- 180 meters Scaled)
 RA0748
 RA0748                          SUPERSEDED SURVEY CONTROL
 RA0748
 RA0748  NGVD 29 (??/??/92) 1907.813  (m)         6259.22   (f) ADJ UNCH    2 0
 RA0748
 RA0748.Superseded values are not recommended for survey control.
 RA0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0748.See file dsdata.txt to determine how the superseded data were derived.
 RA0748
 RA0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK983923(NAD 83)
 RA0748_MARKER: DB = BENCH MARK DISK
 RA0748_SETTING: 80 = SET IN A BOULDER
 RA0748_SP_SET: BOULDER
 RA0748_STAMPING: B 421 1946
 RA0748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0748+STABILITY: SURFACE MOTION
 RA0748
 RA0748  HISTORY     - Date     Condition        Report By
 RA0748  HISTORY     - 1946     MONUMENTED       CGS
 RA0748
 RA0748                          STATION DESCRIPTION
 RA0748
 RA0748'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RA0748'31.6 MI N FROM HALFWAY.
 RA0748'ABOUT 25.9 MILES NORTH ALONG THE FISH LAKE ROAD FROM THE POST OFFICE
 RA0748'AT HALFWAY, THENCE 5.7 MILES NORTH ALONG A DIM ROAD, ABOUT 1.8 MILES
 RA0748'NORTH OF TWIN LAKES, ABOUT 165 FEET WEST OF A POINT WHERE THE ROAD
 RA0748'MAKES A SHARP TURN, 22 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 RA0748'ABOUT 3 FEET ABOVE THE ROAD LEVEL, AND SET IN THE TOP OF A BOULDER
 RA0748'PROJECTING ABOUT 2.0 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0593 ***********************************************************************
 QB0593  DESIGNATION -  B 422
 QB0593  PID         -  QB0593
 QB0593  STATE/COUNTY-  OR/BAKER
 QB0593  USGS QUAD   -  SPARTA (1988)
 QB0593
 QB0593                         *CURRENT SURVEY CONTROL
 QB0593  ___________________________________________________________________
 QB0593* NAD 83(1986)-  44 48 41.     (N)    117 20 56.     (W)     SCALED    
 QB0593* NAVD 88     -       755.930  (meters)    2480.08   (feet)  ADJUSTED  
 QB0593  ___________________________________________________________________
 QB0593  GEOID HEIGHT-         -16.46  (meters)                     GEOID03
 QB0593  DYNAMIC HT  -         755.732 (meters)    2479.43  (feet)  COMP
 QB0593  MODELED GRAV-     980,330.1   (mgal)                       NAVD 88
 QB0593
 QB0593  VERT ORDER  -  SECOND    CLASS 0
 QB0593
 QB0593.The horizontal coordinates were scaled from a topographic map and have
 QB0593.an estimated accuracy of +/- 6 seconds.
 QB0593
 QB0593.The orthometric height was determined by differential leveling
 QB0593.and adjusted in June 1991.
 QB0593
 QB0593.The geoid height was determined by GEOID03.
 QB0593
 QB0593.The dynamic height is computed by dividing the NAVD 88
 QB0593.geopotential number by the normal gravity value computed on the
 QB0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0593.degrees latitude (g = 980.6199 gals.).
 QB0593
 QB0593.The modeled gravity was interpolated from observed gravity values.
 QB0593
 QB0593;                    North         East    Units  Estimated Accuracy
 QB0593;SPC OR N     -   132,060.    2,749,180.      MT  (+/- 180 meters Scaled)
 QB0593
 QB0593                          SUPERSEDED SURVEY CONTROL
 QB0593
 QB0593  NGVD 29 (??/??/92)  754.880  (m)         2476.64   (f) ADJ UNCH    2 0
 QB0593
 QB0593.Superseded values are not recommended for survey control.
 QB0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0593.See file dsdata.txt to determine how the superseded data were derived.
 QB0593
 QB0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK724620(NAD 83)
 QB0593_MARKER: DB = BENCH MARK DISK
 QB0593_SETTING: 80 = SET IN A BOULDER
 QB0593_SP_SET: BOULDER
 QB0593_STAMPING: B 422 1946
 QB0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0593+STABILITY: SURFACE MOTION
 QB0593
 QB0593  HISTORY     - Date     Condition        Report By
 QB0593  HISTORY     - 1946     MONUMENTED       CGS
 QB0593  HISTORY     - 1954     MARK NOT FOUND   NGS
 QB0593
 QB0593                          STATION DESCRIPTION
 QB0593
 QB0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 QB0593'13.5 MI W FROM RICHLAND.
 QB0593'ALONG STATE HIGHWAY NO. 86, 13.5 MILES WEST OF THE POST OFFICE AT
 QB0593'RICHLAND, ON THE NORTH BANK OF THE POWDER RIVER BETWEEN THE RIVER AND
 QB0593'THE HIGHWAY, 48.0 FEET SOUTH OF CENTER OF THE HIGHWAY, SET IN LARGE
 QB0593'GRANITE BOULDER ABOUT 10 FEET BELOW THE HIGHWAY AND ABOUT 3.0 FEET
 QB0593'ABOVE THE GROUND.
 QB0593
 QB0593                          STATION RECOVERY (1954)
 QB0593
 QB0593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 QB0593'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0108 ***********************************************************************
 QD0108  DESIGNATION -  B 423
 QD0108  PID         -  QD0108
 QD0108  STATE/COUNTY-  OR/WHEELER
 QD0108  USGS QUAD   -  PAINTED HILLS (1968)
 QD0108
 QD0108                         *CURRENT SURVEY CONTROL
 QD0108  ___________________________________________________________________
 QD0108* NAD 83(1986)-  44 44 37.     (N)    120 15 31.     (W)     SCALED    
 QD0108* NAVD 88     -       459.175  (meters)    1506.48   (feet)  ADJUSTED  
 QD0108  ___________________________________________________________________
 QD0108  GEOID HEIGHT-         -20.45  (meters)                     GEOID03
 QD0108  DYNAMIC HT  -         459.059 (meters)    1506.10  (feet)  COMP
 QD0108  MODELED GRAV-     980,353.0   (mgal)                       NAVD 88
 QD0108
 QD0108  VERT ORDER  -  SECOND    CLASS 0
 QD0108
 QD0108.The horizontal coordinates were scaled from a topographic map and have
 QD0108.an estimated accuracy of +/- 6 seconds.
 QD0108
 QD0108.The orthometric height was determined by differential leveling
 QD0108.and adjusted in June 1991.
 QD0108
 QD0108.The geoid height was determined by GEOID03.
 QD0108
 QD0108.The dynamic height is computed by dividing the NAVD 88
 QD0108.geopotential number by the normal gravity value computed on the
 QD0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0108.degrees latitude (g = 980.6199 gals.).
 QD0108
 QD0108.The modeled gravity was interpolated from observed gravity values.
 QD0108
 QD0108;                    North         East    Units  Estimated Accuracy
 QD0108;SPC OR N     -   119,700.    2,519,120.      MT  (+/- 180 meters Scaled)
 QD0108
 QD0108                          SUPERSEDED SURVEY CONTROL
 QD0108
 QD0108  NGVD 29 (??/??/92)  458.058  (m)         1502.81   (f) ADJ UNCH    2 0
 QD0108
 QD0108.Superseded values are not recommended for survey control.
 QD0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0108.See file dsdata.txt to determine how the superseded data were derived.
 QD0108
 QD0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGQ170581(NAD 83)
 QD0108_MARKER: DB = BENCH MARK DISK
 QD0108_SETTING: 80 = SET IN A BOULDER
 QD0108_SP_SET: BOULDER
 QD0108_STAMPING: B 423 1946
 QD0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0108+STABILITY: SURFACE MOTION
 QD0108
 QD0108  HISTORY     - Date     Condition        Report By
 QD0108  HISTORY     - 1946     MONUMENTED       CGS
 QD0108
 QD0108                          STATION DESCRIPTION
 QD0108
 QD0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 QD0108'5.6 MI W FROM TWICKENHAM.
 QD0108'ABOUT 5.6 MILES WEST ALONG THE JOHN DAY RIVER FROM THE BRIDGE AT
 QD0108'TWICKENHAM, ON THE SOUTH BANK OF THE RIVER SET IN THE TO OF A LARGE
 QD0108'BOULDER EXTENDING 4 FEET ABOVE THE IMMEDIATE GROUND LEVEL, 251 FEET
 QD0108'EAST OF A WIRE FENCE, RUNNING NORTH AND SOUTH, 50 FEET WEST OF THE
 QD0108'WEST END OF A LONG SAGE BRUSH FLAT, 24 FEET SOUTH OF THE EDGE OF THE
 QD0108'RIVER, 4 FEET ABOVE THE HIGH WATER MARK OF THE RIVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0371 ***********************************************************************
 RC0371  DESIGNATION -  B 424
 RC0371  PID         -  RC0371
 RC0371  STATE/COUNTY-  OR/GILLIAM
 RC0371  USGS QUAD   -  CHIMNEY SPRINGS (1970)
 RC0371
 RC0371                         *CURRENT SURVEY CONTROL
 RC0371  ___________________________________________________________________
 RC0371* NAD 83(1986)-  45 02 25.     (N)    120 28 59.     (W)     SCALED    
 RC0371* NAVD 88     -       358.567  (meters)    1176.40   (feet)  ADJUSTED  
 RC0371  ___________________________________________________________________
 RC0371  GEOID HEIGHT-         -20.56  (meters)                     GEOID03
 RC0371  DYNAMIC HT  -         358.495 (meters)    1176.16  (feet)  COMP
 RC0371  MODELED GRAV-     980,406.4   (mgal)                       NAVD 88
 RC0371
 RC0371  VERT ORDER  -  SECOND    CLASS 0
 RC0371
 RC0371.The horizontal coordinates were scaled from a topographic map and have
 RC0371.an estimated accuracy of +/- 6 seconds.
 RC0371
 RC0371.The orthometric height was determined by differential leveling
 RC0371.and adjusted in June 1991.
 RC0371
 RC0371.The geoid height was determined by GEOID03.
 RC0371
 RC0371.The dynamic height is computed by dividing the NAVD 88
 RC0371.geopotential number by the normal gravity value computed on the
 RC0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0371.degrees latitude (g = 980.6199 gals.).
 RC0371
 RC0371.The modeled gravity was interpolated from observed gravity values.
 RC0371
 RC0371;                    North         East    Units  Estimated Accuracy
 RC0371;SPC OR N     -   152,640.    2,501,340.      MT  (+/- 180 meters Scaled)
 RC0371
 RC0371                          SUPERSEDED SURVEY CONTROL
 RC0371
 RC0371  NGVD 29 (??/??/92)  357.483  (m)         1172.84   (f) ADJ UNCH    2 0
 RC0371
 RC0371.Superseded values are not recommended for survey control.
 RC0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0371.See file dsdata.txt to determine how the superseded data were derived.
 RC0371
 RC0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ982905(NAD 83)
 RC0371_MARKER: DB = BENCH MARK DISK
 RC0371_SETTING: 80 = SET IN A BOULDER
 RC0371_SP_SET: BOULDER
 RC0371_STAMPING: B 424 1946
 RC0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0371+STABILITY: SURFACE MOTION
 RC0371
 RC0371  HISTORY     - Date     Condition        Report By
 RC0371  HISTORY     - 1946     MONUMENTED       CGS
 RC0371
 RC0371                          STATION DESCRIPTION
 RC0371
 RC0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RC0371'13.2 MI N FROM CLARNO.
 RC0371'ABOUT 13.2 MILES NORTH ALONG THE JOHN DAY RIVER FROM THE POST OFFICE
 RC0371'AT CLARNO, SET IN THE TOP OF A SMALL FLAT SURFACED BOULDER EXTENDING
 RC0371'OUT OF THE SIDE OF A STEEP RIVER BANK 0.1 MILE SOUTH OF A WATER
 RC0371'PUMPING STATION, 401 FEET SOUTH OF THE SOUTH END OF THE BUTTE CREEK
 RC0371'RANCH UPPER MEADOW, 250 FEET NORTH OF LARGE JUNIPER TREE, 35 FEET EAST
 RC0371'OF EDGE OF THE RIVER, ABOUT 7 FEET ABOVE THE IMMEDIATE HIGH WATER
 RC0371'LEVEL ABOUT 2 FEET ABOVE THE IMMEDIATE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0024 ***********************************************************************
 RC0024  DESIGNATION -  B 425
 RC0024  PID         -  RC0024
 RC0024  STATE/COUNTY-  OR/SHERMAN
 RC0024  USGS QUAD   -  INDIAN COVE (1970)
 RC0024
 RC0024                         *CURRENT SURVEY CONTROL
 RC0024  ___________________________________________________________________
 RC0024* NAD 83(1986)-  45 17 03.     (N)    120 32 50.     (W)     SCALED    
 RC0024* NAVD 88     -       247.073  (meters)     810.61   (feet)  ADJUSTED  
 RC0024  ___________________________________________________________________
 RC0024  GEOID HEIGHT-         -20.97  (meters)                     GEOID03
 RC0024  DYNAMIC HT  -         247.023 (meters)     810.44  (feet)  COMP
 RC0024  MODELED GRAV-     980,411.2   (mgal)                       NAVD 88
 RC0024
 RC0024  VERT ORDER  -  SECOND    CLASS 0
 RC0024
 RC0024.The horizontal coordinates were scaled from a topographic map and have
 RC0024.an estimated accuracy of +/- 6 seconds.
 RC0024
 RC0024.The orthometric height was determined by differential leveling
 RC0024.and adjusted in June 1991.
 RC0024
 RC0024.The geoid height was determined by GEOID03.
 RC0024
 RC0024.The dynamic height is computed by dividing the NAVD 88
 RC0024.geopotential number by the normal gravity value computed on the
 RC0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0024.degrees latitude (g = 980.6199 gals.).
 RC0024
 RC0024.The modeled gravity was interpolated from observed gravity values.
 RC0024
 RC0024;                    North         East    Units  Estimated Accuracy
 RC0024;SPC OR N     -   179,740.    2,496,300.      MT  (+/- 180 meters Scaled)
 RC0024
 RC0024                          SUPERSEDED SURVEY CONTROL
 RC0024
 RC0024  NGVD 29 (??/??/92)  246.013  (m)          807.13   (f) ADJ UNCH    2 0
 RC0024
 RC0024.Superseded values are not recommended for survey control.
 RC0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0024.See file dsdata.txt to determine how the superseded data were derived.
 RC0024
 RC0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR923174(NAD 83)
 RC0024_MARKER: DB = BENCH MARK DISK
 RC0024_SETTING: 80 = SET IN A BOULDER
 RC0024_SP_SET: BOULDER
 RC0024_STAMPING: B 425 1946
 RC0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0024+STABILITY: SURFACE MOTION
 RC0024
 RC0024  HISTORY     - Date     Condition        Report By
 RC0024  HISTORY     - 1946     MONUMENTED       CGS
 RC0024
 RC0024                          STATION DESCRIPTION
 RC0024
 RC0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RC0024'44.8 MI N FROM CLARNO.
 RC0024'ABOUT 44.8 MILES NORTH ALONG THE JOHN DAY RIVER FROM THE POST OFFICE
 RC0024'AT CLARNO, SET IN THE TOP OF A LARGE BOULDER LYING AT THE BASE OF A
 RC0024'HIGH VERTICAL ROCK CLIFF, AT THE SOUTH END OF A LARGE SAGEBRUSH FLAT,
 RC0024'191 FEET WEST OF THE SOUTH END OF A SMALL ISLAND, 39 FEET WEST OF THE
 RC0024'EDGE OF THE RIVER, ABOUT 6 FEET ABOVE THE HIGH WATER MARK OF THE
 RC0024'RIVER, ABOUT 3 FEET ABOVE THE IMMEDIATE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0072 ***********************************************************************
 QE0072  DESIGNATION -  B 426
 QE0072  PID         -  QE0072
 QE0072  STATE/COUNTY-  OR/MARION
 QE0072  USGS QUAD   -  MOTHER LODE MOUNTAIN (1994)
 QE0072
 QE0072                         *CURRENT SURVEY CONTROL
 QE0072  ___________________________________________________________________
 QE0072* NAD 83(1986)-  44 47 34.     (N)    122 05 09.     (W)     SCALED    
 QE0072* NAVD 88     -       669.409  (meters)    2196.22   (feet)  ADJUSTED  
 QE0072  ___________________________________________________________________
 QE0072  GEOID HEIGHT-         -21.62  (meters)                     GEOID03
 QE0072  DYNAMIC HT  -         669.250 (meters)    2195.70  (feet)  COMP
 QE0072  MODELED GRAV-     980,359.3   (mgal)                       NAVD 88
 QE0072
 QE0072  VERT ORDER  -  SECOND    CLASS 0
 QE0072
 QE0072.The horizontal coordinates were scaled from a topographic map and have
 QE0072.an estimated accuracy of +/- 6 seconds.
 QE0072
 QE0072.The orthometric height was determined by differential leveling
 QE0072.and adjusted in June 1991.
 QE0072
 QE0072.The geoid height was determined by GEOID03.
 QE0072
 QE0072.The dynamic height is computed by dividing the NAVD 88
 QE0072.geopotential number by the normal gravity value computed on the
 QE0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0072.degrees latitude (g = 980.6199 gals.).
 QE0072
 QE0072.The modeled gravity was interpolated from observed gravity values.
 QE0072
 QE0072;                    North         East    Units  Estimated Accuracy
 QE0072;SPC OR N     -   126,370.    2,374,530.      MT  (+/- 180 meters Scaled)
 QE0072
 QE0072                          SUPERSEDED SURVEY CONTROL
 QE0072
 QE0072  NGVD 29 (??/??/92)  668.296  (m)         2192.57   (f) ADJ UNCH    2 0
 QE0072
 QE0072.Superseded values are not recommended for survey control.
 QE0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0072.See file dsdata.txt to determine how the superseded data were derived.
 QE0072
 QE0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ723603(NAD 83)
 QE0072_MARKER: DB = BENCH MARK DISK
 QE0072_SETTING: 66 = SET IN ROCK OUTCROP
 QE0072_SP_SET: OUTCROP
 QE0072_STAMPING: B 426 1946
 QE0072_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QE0072+STABILITY: POSITION/ELEVATION WELL
 QE0072
 QE0072  HISTORY     - Date     Condition        Report By
 QE0072  HISTORY     - 1946     MONUMENTED       CGS
 QE0072  HISTORY     - 1955     MARK NOT FOUND   USGS
 QE0072  HISTORY     - 19950925 MARK NOT FOUND   NGS
 QE0072
 QE0072                          STATION DESCRIPTION
 QE0072
 QE0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 QE0072'7.6 MI NE FROM DETROIT.
 QE0072'ABOUT 6.0 MILES NORTHEAST ALONG THE BREITENBUSH ROAD FROM THE POST
 QE0072'OFFICE AT DETROIT, THENCE 1.6 MILE NORTH ALONG THE ELK LAKE FOREST
 QE0072'SERVICE ROAD, ABOUT 0.15 MILE NORTH OF THE WOODEN BRIDGE OVER HUMBUG
 QE0072'CREEK, 17 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, SET IN TOP OF
 QE0072'A ROCK OUTCROP WHICH PROJECTS ABOUT 3 FEET ABOVE THE GROUND LEVEL AND
 QE0072'ABOUT 5 FEET ABOVE THE SURFACE OF THE ROAD.  A WHITE ARROW PAINTED ON
 QE0072'THE SOUTHWEST FACE OF THE OUTCROP.  NOTE-- THE ROCKS ARE LOOSE AND
 QE0072'SLIDING IN THIS AREA.
 QE0072
 QE0072                          STATION RECOVERY (1955)
 QE0072
 QE0072'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 QE0072'MARK NOT FOUND.
 QE0072
 QE0072                          STATION RECOVERY (1995)
 QE0072
 QE0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (LLR)
 QE0072'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1486 ***********************************************************************
 RC1486  DESIGNATION -  B 427
 RC1486  PID         -  RC1486
 RC1486  STATE/COUNTY-  OR/CLACKAMAS
 RC1486  USGS QUAD   -  TIMOTHY LAKE (1997)
 RC1486
 RC1486                         *CURRENT SURVEY CONTROL
 RC1486  ___________________________________________________________________
 RC1486* NAD 83(1986)-  45 06 29.     (N)    121 45 38.     (W)     SCALED    
 RC1486* NAVD 88     -      1020.041  (meters)    3346.58   (feet)  ADJUSTED  
 RC1486  ___________________________________________________________________
 RC1486  GEOID HEIGHT-         -21.04  (meters)                     GEOID03
 RC1486  DYNAMIC HT  -        1019.785 (meters)    3345.74  (feet)  COMP
 RC1486  MODELED GRAV-     980,330.4   (mgal)                       NAVD 88
 RC1486
 RC1486  VERT ORDER  -  SECOND    CLASS 0
 RC1486
 RC1486.The horizontal coordinates were scaled from a topographic map and have
 RC1486.an estimated accuracy of +/- 6 seconds.
 RC1486
 RC1486.The orthometric height was determined by differential leveling
 RC1486.and adjusted in June 1991.
 RC1486
 RC1486.The geoid height was determined by GEOID03.
 RC1486
 RC1486.The dynamic height is computed by dividing the NAVD 88
 RC1486.geopotential number by the normal gravity value computed on the
 RC1486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1486.degrees latitude (g = 980.6199 gals.).
 RC1486
 RC1486.The modeled gravity was interpolated from observed gravity values.
 RC1486
 RC1486;                    North         East    Units  Estimated Accuracy
 RC1486;SPC OR N     -   160,940.    2,400,810.      MT  (+/- 180 meters Scaled)
 RC1486
 RC1486                          SUPERSEDED SURVEY CONTROL
 RC1486
 RC1486  NGVD 29 (??/??/92) 1018.931  (m)         3342.94   (f) ADJ UNCH    2 0
 RC1486
 RC1486.Superseded values are not recommended for survey control.
 RC1486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1486.See file dsdata.txt to determine how the superseded data were derived.
 RC1486
 RC1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ975957(NAD 83)
 RC1486_MARKER: DB = BENCH MARK DISK
 RC1486_SETTING: 80 = SET IN A BOULDER
 RC1486_SP_SET: BOULDER
 RC1486_STAMPING: B 427 1946
 RC1486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1486+STABILITY: SURFACE MOTION
 RC1486
 RC1486  HISTORY     - Date     Condition        Report By
 RC1486  HISTORY     - 1946     MONUMENTED       CGS
 RC1486
 RC1486                          STATION DESCRIPTION
 RC1486
 RC1486'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RC1486'1.0 MI W FROM CLACKAMAS RANGER STA.
 RC1486'ABOUT 1.0 MILE WEST ALONG THE OAK GROVE FOREST SERVICE TRAIL FROM THE
 RC1486'CLACKAMAS RANGER STATION, AT THE CREST OF A SMALL RISE IN THE TRAIL, 9
 RC1486'FEET NORTHEAST OF A 20-INCH FIR TREE WITH A PAINTED TRIANGLE BLAZE ON
 RC1486'THE NORTHEAST SIDE, 7 FEET SOUTH OF THE CENTER LINE OF THE TRAIL, SET
 RC1486'IN TOP OF A SMALL BOULDER WHICH PROJECTS ABOUT 2 FEET ABOVE THE
 RC1486'SURFACE OF THE TRAIL.  A WHITE ARROW PAINTED ON THE NORTH FACE OF THE
 RC1486'BOULDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1384 ***********************************************************************
 RC1384  DESIGNATION -  B 428
 RC1384  PID         -  RC1384
 RC1384  STATE/COUNTY-  OR/CLACKAMAS
 RC1384  USGS QUAD   -  MOUNT MITCHELL (1997)
 RC1384
 RC1384                         *CURRENT SURVEY CONTROL
 RC1384  ___________________________________________________________________
 RC1384* NAD 83(1986)-  45 05 04.     (N)    121 55 19.     (W)     SCALED    
 RC1384* NAVD 88     -       699.211  (meters)    2293.99   (feet)  ADJUSTED  
 RC1384  ___________________________________________________________________
 RC1384  GEOID HEIGHT-         -21.36  (meters)                     GEOID03
 RC1384  DYNAMIC HT  -         699.061 (meters)    2293.50  (feet)  COMP
 RC1384  MODELED GRAV-     980,379.2   (mgal)                       NAVD 88
 RC1384
 RC1384  VERT ORDER  -  SECOND    CLASS 0
 RC1384
 RC1384.The horizontal coordinates were scaled from a topographic map and have
 RC1384.an estimated accuracy of +/- 6 seconds.
 RC1384
 RC1384.The orthometric height was determined by differential leveling
 RC1384.and adjusted in June 1991.
 RC1384
 RC1384.The geoid height was determined by GEOID03.
 RC1384
 RC1384.The dynamic height is computed by dividing the NAVD 88
 RC1384.geopotential number by the normal gravity value computed on the
 RC1384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1384.degrees latitude (g = 980.6199 gals.).
 RC1384
 RC1384.The modeled gravity was interpolated from observed gravity values.
 RC1384
 RC1384;                    North         East    Units  Estimated Accuracy
 RC1384;SPC OR N     -   158,530.    2,388,070.      MT  (+/- 180 meters Scaled)
 RC1384
 RC1384                          SUPERSEDED SURVEY CONTROL
 RC1384
 RC1384  NGVD 29 (??/??/92)  698.112  (m)         2290.39   (f) ADJ UNCH    2 0
 RC1384
 RC1384.Superseded values are not recommended for survey control.
 RC1384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1384.See file dsdata.txt to determine how the superseded data were derived.
 RC1384
 RC1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ848928(NAD 83)
 RC1384_MARKER: DB = BENCH MARK DISK
 RC1384_SETTING: 80 = SET IN A BOULDER
 RC1384_SP_SET: BOULDER
 RC1384_STAMPING: B 428 1946
 RC1384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1384+STABILITY: SURFACE MOTION
 RC1384
 RC1384  HISTORY     - Date     Condition        Report By
 RC1384  HISTORY     - 1946     MONUMENTED       CGS
 RC1384  HISTORY     - 1983     MARK NOT FOUND   USGS
 RC1384
 RC1384                          STATION DESCRIPTION
 RC1384
 RC1384'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RC1384'6.9 MI NE FROM OAK GROVE RANGER STA..
 RC1384'ABOUT 6.9 MILES NORTHEAST ALONG THE SHELLROCK ROAD FROM THE OAK GROVE
 RC1384'RANGER STATION, ABOUT 275 FEET EAST OF THE EAST END OF THE WOODEN
 RC1384'BRIDGE OVER SHELLROCK CREEK, AT THE BEGINNING OF OAK GROVE TRAIL, 22
 RC1384'FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 9 FEET EAST OF THE
 RC1384'CENTER LINE OF THE TRAIL, SET IN TOP OF A LARGE BOULDER WHICH PROJECTS
 RC1384'ABOUT 2 FEET ABOVE THE SURFACE OF THE TRAIL, A WHITE BM PAINTED ON THE
 RC1384'WEST FACE OF THE BOULDER.
 RC1384
 RC1384                          STATION RECOVERY (1983)
 RC1384
 RC1384'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 RC1384'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1385 ***********************************************************************
 RC1385  DESIGNATION -  B 428 RESET
 RC1385  PID         -  RC1385
 RC1385  STATE/COUNTY-  OR/CLACKAMAS
 RC1385  USGS QUAD   -  MOUNT MITCHELL (1997)
 RC1385
 RC1385                         *CURRENT SURVEY CONTROL
 RC1385  ___________________________________________________________________
 RC1385* NAD 83(1986)-  45 04 59.     (N)    121 55 17.     (W)     SCALED    
 RC1385* NAVD 88     -       700.62   (meters)    2298.6    (feet)  RESET     
 RC1385  ___________________________________________________________________
 RC1385  GEOID HEIGHT-         -21.36  (meters)                     GEOID03
 RC1385  VERT ORDER  -  THIRD
 RC1385
 RC1385.The horizontal coordinates were scaled from a topographic map and have
 RC1385.an estimated accuracy of +/- 6 seconds.
 RC1385
 RC1385.The orthometric height was computed from unverified reset data.
 RC1385
 RC1385.The geoid height was determined by GEOID03.
 RC1385
 RC1385;                    North         East    Units  Estimated Accuracy
 RC1385;SPC OR N     -   158,380.    2,388,110.      MT  (+/- 180 meters Scaled)
 RC1385
 RC1385                          SUPERSEDED SURVEY CONTROL
 RC1385
 RC1385.No superseded survey control is available for this station.
 RC1385
 RC1385_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ848927(NAD 83)
 RC1385_MARKER: DB = BENCH MARK DISK
 RC1385_SETTING: 80 = SET IN A BOULDER
 RC1385_SP_SET: BOULDER
 RC1385_STAMPING: B 428 1946 RESET 1954
 RC1385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1385+STABILITY: SURFACE MOTION
 RC1385
 RC1385  HISTORY     - Date     Condition        Report By
 RC1385  HISTORY     - 1954     MONUMENTED       CGS
 RC1385  HISTORY     - 1982     MARK NOT FOUND   NGS
 RC1385
 RC1385                          STATION DESCRIPTION
 RC1385
 RC1385'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 RC1385'6.9 MI NE FROM OAK GROVE RANGER STA.
 RC1385'6.9 MILES NORTHEAST ALONG SHELLROCK ROAD 58 FROM THE OAK GROVE RANGER
 RC1385'STATION, CLACKAMAS COUNTY, 30 FEET NORTHWEST OF THE JUNCTION OF THE
 RC1385'NEW SHELLROCK ROAD AND THE CAMP-GROUND ROAD, 40 FEET EAST OF THE
 RC1385'SOUTHEAST CORNER OF THE CAMP GROUND, AT A TRIANGLE OF 6-INCH HEMLOCK
 RC1385'TREES EACH BEARING A RED PAINTED B, AND IN THE TOP OF A BOULDER 2 FEET
 RC1385'IN DIAMETER PROJECTING 1 FOOT ABOVE GROUND.  A STANDARD DISK, STAMPED
 RC1385'B 428 1946 RESET 1954.
 RC1385
 RC1385                          STATION RECOVERY (1982)
 RC1385
 RC1385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RC1385'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0039 ***********************************************************************
 OA0039  DESIGNATION -  B 43
 OA0039  PID         -  OA0039
 OA0039  STATE/COUNTY-  OR/CURRY
 OA0039  USGS QUAD   -  OPHIR (1986)
 OA0039
 OA0039                         *CURRENT SURVEY CONTROL
 OA0039  ___________________________________________________________________
 OA0039* NAD 83(1986)-  42 30 51.     (N)    124 24 33.     (W)     SCALED    
 OA0039* NAVD 88     -         9.416  (meters)      30.89   (feet)  ADJUSTED  
 OA0039  ___________________________________________________________________
 OA0039  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 OA0039  DYNAMIC HT  -           9.413 (meters)      30.88  (feet)  COMP
 OA0039  MODELED GRAV-     980,372.0   (mgal)                       NAVD 88
 OA0039
 OA0039  VERT ORDER  -  FIRST     CLASS II
 OA0039
 OA0039.The horizontal coordinates were scaled from a topographic map and have
 OA0039.an estimated accuracy of +/- 6 seconds.
 OA0039
 OA0039.The orthometric height was determined by differential leveling
 OA0039.and adjusted in June 1991.
 OA0039
 OA0039.The geoid height was determined by GEOID03.
 OA0039
 OA0039.The dynamic height is computed by dividing the NAVD 88
 OA0039.geopotential number by the normal gravity value computed on the
 OA0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0039.degrees latitude (g = 980.6199 gals.).
 OA0039
 OA0039.The modeled gravity was interpolated from observed gravity values.
 OA0039
 OA0039;                    North         East    Units  Estimated Accuracy
 OA0039;SPC OR S     -   101,640.    1,178,870.      MT  (+/- 180 meters Scaled)
 OA0039
 OA0039                          SUPERSEDED SURVEY CONTROL
 OA0039
 OA0039  NGVD 29 (??/??/92)    8.328  (m)           27.32   (f) ADJ UNCH    1 2
 OA0039
 OA0039.Superseded values are not recommended for survey control.
 OA0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0039.See file dsdata.txt to determine how the superseded data were derived.
 OA0039
 OA0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN842078(NAD 83)
 OA0039_MARKER: DD = SURVEY DISK
 OA0039_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OA0039_SP_SET: CULVERT
 OA0039_STAMPING: B 43 1931
 OA0039_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OA0039
 OA0039  HISTORY     - Date     Condition        Report By
 OA0039  HISTORY     - 1931     MONUMENTED       ORHD
 OA0039  HISTORY     - 1941     GOOD             NGS
 OA0039  HISTORY     - 1982     MARK NOT FOUND   USGS
 OA0039  HISTORY     - 1988     MARK NOT FOUND   NGS
 OA0039  HISTORY     - 20021009 MARK NOT FOUND   USPSQD
 OA0039
 OA0039                          STATION DESCRIPTION
 OA0039
 OA0039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 OA0039'7.3 MI N FROM WEDDERBURN.
 OA0039'7.3 MILES NORTH ALONG THE OREGON COAST HIGHWAY (U. S. 101) FROM
 OA0039'WEDDERBURN, CURRY COUNTY, AT THE FOOT OF A HILL, AT THE NORTHWEST
 OA0039'CORNER OF A CONCRETE CULVERT, IN THE TOP OF THE HEAD WALL, AT A 4- BY
 OA0039'4-INCH WHITE WOODEN POST STENCILED U. S. B. M. AND ABOUT 10 FEET LOWER
 OA0039'THAN THE HIGHWAY.  AN OREGON STATE HIGHWAY DEPARTMENT STANDARD DISK,
 OA0039'STAMPED B 43 1931.
 OA0039
 OA0039                          STATION RECOVERY (1982)
 OA0039
 OA0039'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 OA0039'MARK NOT FOUND.
 OA0039
 OA0039                          STATION RECOVERY (1988)
 OA0039
 OA0039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 OA0039'THERE IS NO LONGER A CULVERT AT THIS LOCATION.
 OA0039
 OA0039                          STATION RECOVERY (2002)
 OA0039
 OA0039'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 OA0039'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0147 ***********************************************************************
 RD0147  DESIGNATION -  B 430
 RD0147  PID         -  RD0147
 RD0147  STATE/COUNTY-  OR/CLACKAMAS
 RD0147  USGS QUAD   -  THREE LYNX (1985)
 RD0147
 RD0147                         *CURRENT SURVEY CONTROL
 RD0147  ___________________________________________________________________
 RD0147* NAD 83(1986)-  45 08 17.     (N)    122 04 53.     (W)     SCALED    
 RD0147* NAVD 88     -       345.285  (meters)    1132.82   (feet)  ADJUSTED  
 RD0147  ___________________________________________________________________
 RD0147  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 RD0147  DYNAMIC HT  -         345.231 (meters)    1132.65  (feet)  COMP
 RD0147  MODELED GRAV-     980,450.8   (mgal)                       NAVD 88
 RD0147
 RD0147  VERT ORDER  -  SECOND    CLASS 0
 RD0147
 RD0147.The horizontal coordinates were scaled from a topographic map and have
 RD0147.an estimated accuracy of +/- 6 seconds.
 RD0147
 RD0147.The orthometric height was determined by differential leveling
 RD0147.and adjusted in June 1991.
 RD0147
 RD0147.The geoid height was determined by GEOID03.
 RD0147
 RD0147.The dynamic height is computed by dividing the NAVD 88
 RD0147.geopotential number by the normal gravity value computed on the
 RD0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0147.degrees latitude (g = 980.6199 gals.).
 RD0147
 RD0147.The modeled gravity was interpolated from observed gravity values.
 RD0147
 RD0147;                    North         East    Units  Estimated Accuracy
 RD0147;SPC OR N     -   164,720.    2,375,630.      MT  (+/- 180 meters Scaled)
 RD0147
 RD0147                          SUPERSEDED SURVEY CONTROL
 RD0147
 RD0147  NGVD 29 (??/??/92)  344.216  (m)         1129.32   (f) ADJ UNCH    2 0
 RD0147
 RD0147.Superseded values are not recommended for survey control.
 RD0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0147.See file dsdata.txt to determine how the superseded data were derived.
 RD0147
 RD0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ722986(NAD 83)
 RD0147_MARKER: DB = BENCH MARK DISK
 RD0147_SETTING: 80 = SET IN A BOULDER
 RD0147_SP_SET: BOULDER
 RD0147_STAMPING: B 430 1946
 RD0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0147+STABILITY: SURFACE MOTION
 RD0147
 RD0147  HISTORY     - Date     Condition        Report By
 RD0147  HISTORY     - 1946     MONUMENTED       CGS
 RD0147  HISTORY     - 1972     MARK NOT FOUND   NGS
 RD0147  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 RD0147
 RD0147                          STATION DESCRIPTION
 RD0147
 RD0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RD0147'6.1 MI NW FROM OAK GROVE RANGER STA.
 RD0147'ABOUT 6.1 MILES NORTHWEST ALONG THE CLACKAMAS RIVER ROAD FROM THE OAK
 RD0147'GROVE RANGER STATION, ABOUT 1.1 MILE NORTHWEST OF THE THREE LYNX POWER
 RD0147'PLANT, AT DINNER CREEK, ACROSS THE ROAD FROM TRANSMISSION TOWER NO.
 RD0147'11, 21 FEET NORTH OF THE CENTER LINE OF THE ROAD, 20 FEET EAST OF THE
 RD0147'CENTER OF DINNER CREEK, SET IN TOP OF A VERY LARGE BOULDER WHICH
 RD0147'PROJECTS ABOUT 6 FEET ABOVE THE GROUND AND ROAD LEVEL.
 RD0147
 RD0147                          STATION RECOVERY (1972)
 RD0147
 RD0147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 RD0147'MARK NOT FOUND.
 RD0147
 RD0147                          STATION RECOVERY (1989)
 RD0147
 RD0147'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RD0147'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0384 ***********************************************************************
 RC0384  DESIGNATION -  B 431
 RC0384  PID         -  RC0384
 RC0384  STATE/COUNTY-  OR/GILLIAM
 RC0384  USGS QUAD   -  MC DONALD (1975)
 RC0384
 RC0384                         *CURRENT SURVEY CONTROL
 RC0384  ___________________________________________________________________
 RC0384* NAD 83(1986)-  45 35 52.     (N)    120 25 19.     (W)     SCALED    
 RC0384* NAVD 88     -       119.505  (meters)     392.08   (feet)  ADJUSTED  
 RC0384  ___________________________________________________________________
 RC0384  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 RC0384  DYNAMIC HT  -         119.494 (meters)     392.04  (feet)  COMP
 RC0384  MODELED GRAV-     980,525.0   (mgal)                       NAVD 88
 RC0384
 RC0384  VERT ORDER  -  SECOND    CLASS 0
 RC0384
 RC0384.The horizontal coordinates were scaled from a topographic map and have
 RC0384.an estimated accuracy of +/- 6 seconds.
 RC0384
 RC0384.The orthometric height was determined by differential leveling
 RC0384.and adjusted in June 1991.
 RC0384
 RC0384.The geoid height was determined by GEOID03.
 RC0384
 RC0384.The dynamic height is computed by dividing the NAVD 88
 RC0384.geopotential number by the normal gravity value computed on the
 RC0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0384.degrees latitude (g = 980.6199 gals.).
 RC0384
 RC0384.The modeled gravity was interpolated from observed gravity values.
 RC0384
 RC0384;                    North         East    Units  Estimated Accuracy
 RC0384;SPC OR N     -   214,590.    2,506,090.      MT  (+/- 180 meters Scaled)
 RC0384
 RC0384                          SUPERSEDED SURVEY CONTROL
 RC0384
 RC0384  NGVD 29 (??/??/92)  118.502  (m)          388.79   (f) ADJ UNCH    2 0
 RC0384
 RC0384.Superseded values are not recommended for survey control.
 RC0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0384.See file dsdata.txt to determine how the superseded data were derived.
 RC0384
 RC0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGR010525(NAD 83)
 RC0384_MARKER: DB = BENCH MARK DISK
 RC0384_SETTING: 80 = SET IN A BOULDER
 RC0384_SP_SET: BOULDER
 RC0384_STAMPING: B 431 1946
 RC0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0384+STABILITY: SURFACE MOTION
 RC0384
 RC0384  HISTORY     - Date     Condition        Report By
 RC0384  HISTORY     - 1946     MONUMENTED       CGS
 RC0384
 RC0384                          STATION DESCRIPTION
 RC0384
 RC0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RC0384'25.2 MI S FROM RUFUS.
 RC0384'ABOUT 5.0 MILES EAST ALONG THE COLUMBIA RIVER HIGHWAY FROM THE POST
 RC0384'OFFICE AT RUFUS THENCE 20.2 MILES SOUTH ALONG THE JOHN DAY RIVER, SET
 RC0384'IN THE EAST END OF A LARGE LONG BOULDER LYING IN THE EAST EDGE OF THE
 RC0384'RIVER, ABOUT 0.1 MILE DOWN STREAM FROM THE NORTH END OF A LARGE
 RC0384'IRRIGATED MEADOW, 110 FEET SOUTH OF A LARGE BIRCH TREE, 51 FEET WEST
 RC0384'OF THE EDGE OF A LARGE SAGEBRUSH FLAT, ABOUT 6 FEET BELOW THE
 RC0384'SAGEBRUSH FLAT, ABOUT 3 FEET ABOVE THE IMMEDIATE GROUND LEVEL, ABOUT 2
 RC0384'FEET BELOW THE HIGH WATER MARK OF THE RIVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0696 ***********************************************************************
 NY0696  DESIGNATION -  B 438
 NY0696  PID         -  NY0696
 NY0696  STATE/COUNTY-  OR/KLAMATH
 NY0696  USGS QUAD   -  SOLOMON BUTTE (1988)
 NY0696
 NY0696                         *CURRENT SURVEY CONTROL
 NY0696  ___________________________________________________________________
 NY0696* NAD 83(1986)-  42 44 56.     (N)    121 50 15.     (W)     SCALED    
 NY0696* NAVD 88     -      1377.514  (meters)    4519.39   (feet)  ADJUSTED  
 NY0696  ___________________________________________________________________
 NY0696  GEOID HEIGHT-         -22.00  (meters)                     GEOID03
 NY0696  DYNAMIC HT  -        1376.729 (meters)    4516.82  (feet)  COMP
 NY0696  MODELED GRAV-     980,002.2   (mgal)                       NAVD 88
 NY0696
 NY0696  VERT ORDER  -  FIRST     CLASS II
 NY0696
 NY0696.The horizontal coordinates were scaled from a topographic map and have
 NY0696.an estimated accuracy of +/- 6 seconds.
 NY0696
 NY0696.The orthometric height was determined by differential leveling
 NY0696.and adjusted in June 1991.
 NY0696
 NY0696.The geoid height was determined by GEOID03.
 NY0696
 NY0696.The dynamic height is computed by dividing the NAVD 88
 NY0696.geopotential number by the normal gravity value computed on the
 NY0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0696.degrees latitude (g = 980.6199 gals.).
 NY0696
 NY0696.The modeled gravity was interpolated from observed gravity values.
 NY0696
 NY0696;                    North         East    Units  Estimated Accuracy
 NY0696;SPC OR S     -   121,090.    1,390,510.      MT  (+/- 180 meters Scaled)
 NY0696
 NY0696                          SUPERSEDED SURVEY CONTROL
 NY0696
 NY0696.No superseded survey control is available for this station.
 NY0696
 NY0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN951335(NAD 83)
 NY0696_MARKER: DB = BENCH MARK DISK
 NY0696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0696_SP_SET: SQUARE CONCRETE MONUMENT
 NY0696_STAMPING: B 438 1949
 NY0696_MARK LOGO: ORHD  
 NY0696_MAGNETIC: N = NO MAGNETIC MATERIAL
 NY0696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0696+STABILITY: SURFACE MOTION
 NY0696_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NY0696+SATELLITE: SATELLITE OBSERVATIONS - July 06, 1988
 NY0696
 NY0696  HISTORY     - Date     Condition        Report By
 NY0696  HISTORY     - 1949     MONUMENTED       ORHD
 NY0696  HISTORY     - 19880706 GOOD             NGS
 NY0696
 NY0696                          STATION DESCRIPTION
 NY0696
 NY0696'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 NY0696'20.8 KM (12.90 MI) NORTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 NY0696'THE JUNCTION OF STATE HIGHWAY 422 IN CHILOQUIN, THENCE 1.6 KM
 NY0696'(1.00 MI) SOUTHWEST ALONG FOREST SERVICE ROAD NUMBER 43, THENCE 1.3 KM
 NY0696'(0.80 MI) NORTHERLY ALONG U.S. HIGHWAY 97, 0.1 KM (0.05 MI) SOUTH OF
 NY0696'THE INTERSECTION OF FOREST SERVICE ROAD NUMBER 9740, 15.2 M (49.9 FT)
 NY0696'EAST OF THE CENTERLINE OF THE HIGHWAY, 7.1 M (23.3 FT) WEST OF THE
 NY0696'CENTER OF A DIRT ROAD, 1.5 M (4.9 FT) BELOW THE ROAD LEVEL, 0.3 M
 NY0696'(1.0 FT) SOUTH OF A SIGN USBM, AND IN TOP OF A CONCRETE POST THAT
 NY0696'PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0260 ***********************************************************************
 QE0260  DESIGNATION -  B 45
 QE0260  PID         -  QE0260
 QE0260  STATE/COUNTY-  OR/LANE
 QE0260  USGS QUAD   -  SPRINGFIELD (1986)
 QE0260
 QE0260                         *CURRENT SURVEY CONTROL
 QE0260  ___________________________________________________________________
 QE0260* NAD 83(1986)-  44 02 45.     (N)    122 56 08.     (W)     SCALED    
 QE0260* NAVD 88     -       154.041  (meters)     505.38   (feet)  ADJUSTED  
 QE0260  ___________________________________________________________________
 QE0260  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 QE0260  DYNAMIC HT  -         154.014 (meters)     505.29  (feet)  COMP
 QE0260  MODELED GRAV-     980,442.0   (mgal)                       NAVD 88
 QE0260
 QE0260  VERT ORDER  -  FIRST     CLASS II
 QE0260
 QE0260.The horizontal coordinates were scaled from a topographic map and have
 QE0260.an estimated accuracy of +/- 6 seconds.
 QE0260
 QE0260.The orthometric height was determined by differential leveling
 QE0260.and adjusted in June 1991.
 QE0260
 QE0260.The geoid height was determined by GEOID03.
 QE0260
 QE0260.The dynamic height is computed by dividing the NAVD 88
 QE0260.geopotential number by the normal gravity value computed on the
 QE0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0260.degrees latitude (g = 980.6199 gals.).
 QE0260
 QE0260.The modeled gravity was interpolated from observed gravity values.
 QE0260
 QE0260;                    North         East    Units  Estimated Accuracy
 QE0260;SPC OR S     -   267,140.    1,304,830.      MT  (+/- 180 meters Scaled)
 QE0260
 QE0260                          SUPERSEDED SURVEY CONTROL
 QE0260
 QE0260  NGVD 29 (??/??/92)  152.938  (m)          501.76   (f) ADJ UNCH    1 2
 QE0260
 QE0260.Superseded values are not recommended for survey control.
 QE0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0260.See file dsdata.txt to determine how the superseded data were derived.
 QE0260
 QE0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP051769(NAD 83)
 QE0260_MARKER: DB = BENCH MARK DISK
 QE0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0260+STABILITY: SURFACE MOTION
 QE0260
 QE0260  HISTORY     - Date     Condition        Report By
 QE0260  HISTORY     - UNK      MONUMENTED       CGS
 QE0260  HISTORY     - 1930     GOOD             NGS
 QE0260  HISTORY     - 1950     MARK NOT FOUND   NGS
 QE0260
 QE0260                          STATION DESCRIPTION
 QE0260
 QE0260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1930
 QE0260'4.5 MI E FROM SPRINGFIELD.
 QE0260'NORTH SIDE OF MCKENZIE HIGHWAY, 3 FT. SOUTH OF NORTH FENCE, 100 FT.
 QE0260'WEST OF CROSS ROAD.
 QE0260
 QE0260                          STATION RECOVERY (1950)
 QE0260
 QE0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 QE0260'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0220 ***********************************************************************
 QE0220  DESIGNATION -  B 454
 QE0220  PID         -  QE0220
 QE0220  STATE/COUNTY-  OR/LINN
 QE0220  USGS QUAD   -  WATERLOO (1988)
 QE0220
 QE0220                         *CURRENT SURVEY CONTROL
 QE0220  ___________________________________________________________________
 QE0220* NAD 83(1986)-  44 26 01.     (N)    122 46 57.     (W)     SCALED    
 QE0220* NAVD 88     -       143.51   (+/-2cm)     470.8    (feet)  VERTCON   
 QE0220  ___________________________________________________________________
 QE0220  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 QE0220  VERT ORDER  -  THIRD (See Below)
 QE0220
 QE0220.The horizontal coordinates were scaled from a topographic map and have
 QE0220.an estimated accuracy of +/- 6 seconds.
 QE0220
 QE0220.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE0220.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE0220.The vertical order pertains to the NGVD 29 superseded value.
 QE0220
 QE0220.The geoid height was determined by GEOID03.
 QE0220
 QE0220;                    North         East    Units  Estimated Accuracy
 QE0220;SPC OR N     -    87,790.    2,318,300.      MT  (+/- 180 meters Scaled)
 QE0220
 QE0220                          SUPERSEDED SURVEY CONTROL
 QE0220
 QE0220  NGVD 29 (??/??/??)  142.47   (m)          467.4    (f) RESET       3  
 QE0220
 QE0220.Superseded values are not recommended for survey control.
 QE0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0220.See file dsdata.txt to determine how the superseded data were derived.
 QE0220
 QE0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ173200(NAD 83)
 QE0220_MARKER: DD = SURVEY DISK
 QE0220_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QE0220_SP_SET: CULVERT
 QE0220_STAMPING: B 454 1955
 QE0220_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0220
 QE0220  HISTORY     - Date     Condition        Report By
 QE0220  HISTORY     - 1955     MONUMENTED       ORDT
 QE0220  HISTORY     - 1963     GOOD             NGS
 QE0220
 QE0220                          STATION DESCRIPTION
 QE0220
 QE0220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 QE0220'4.2 MI NW FROM SWEET HOME.
 QE0220'4.2 MILES NORTHWEST ALONG U.S. HIGHWAY 20 FROM THE JUNCTION OF U.S.
 QE0220'HIGHWAY 20 AND 13TH AVENUE, WHICH IS 0.1 MILE NORTH OF THE SWEET HOME
 QE0220'POST OFFICE, 150 FEET NORTHWEST OF A SIDE ROAD GOING NORTHEAST ACROSS
 QE0220'THE TRACKS TO A LUMBER COMPANY, 28 FEET WEST OF 3 TRANSFORMERS ON A
 QE0220'PLATFORM, 22 FEET NORTHEAST OF THE CENTER OF U.S. HIGHWAY 20 AND 1
 QE0220'FOOT SOUTHEAST OF THE NORTHWEST END OF THE HEADWALL OF THE BOX
 QE0220'CULVERT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0959 ***********************************************************************
 QD0959  DESIGNATION -  B 46
 QD0959  PID         -  QD0959
 QD0959  STATE/COUNTY-  OR/DESCHUTES
 QD0959  USGS QUAD   -  CLINE FALLS (1962)
 QD0959
 QD0959                         *CURRENT SURVEY CONTROL
 QD0959  ___________________________________________________________________
 QD0959* NAD 83(1986)-  44 17 26.     (N)    121 18 27.     (W)     SCALED    
 QD0959* NAVD 88     -       939.035  (meters)    3080.82   (feet)  ADJUSTED  
 QD0959  ___________________________________________________________________
 QD0959  GEOID HEIGHT-         -21.33  (meters)                     GEOID03
 QD0959  DYNAMIC HT  -         938.718 (meters)    3079.78  (feet)  COMP
 QD0959  MODELED GRAV-     980,248.3   (mgal)                       NAVD 88
 QD0959
 QD0959  VERT ORDER  -  FIRST     CLASS II
 QD0959
 QD0959.The horizontal coordinates were scaled from a topographic map and have
 QD0959.an estimated accuracy of +/- 6 seconds.
 QD0959
 QD0959.The orthometric height was determined by differential leveling
 QD0959.and adjusted in June 1991.
 QD0959
 QD0959.The geoid height was determined by GEOID03.
 QD0959
 QD0959.The dynamic height is computed by dividing the NAVD 88
 QD0959.geopotential number by the normal gravity value computed on the
 QD0959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0959.degrees latitude (g = 980.6199 gals.).
 QD0959
 QD0959.The modeled gravity was interpolated from observed gravity values.
 QD0959
 QD0959;                    North         East    Units  Estimated Accuracy
 QD0959;SPC OR S     -   291,800.    1,435,550.      MT  (+/- 180 meters Scaled)
 QD0959
 QD0959                          SUPERSEDED SURVEY CONTROL
 QD0959
 QD0959  NGVD 29 (??/??/92)  937.930  (m)         3077.19   (f) ADJ UNCH    1 2
 QD0959
 QD0959.Superseded values are not recommended for survey control.
 QD0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0959.See file dsdata.txt to determine how the superseded data were derived.
 QD0959
 QD0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ350055(NAD 83)
 QD0959_MARKER: DB = BENCH MARK DISK
 QD0959_SETTING: 80 = SET IN A BOULDER
 QD0959_SP_SET: BOULDER
 QD0959_STAMPING: B 46 1930 3077.238
 QD0959_MARK LOGO: CGS   
 QD0959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0959+STABILITY: SURFACE MOTION
 QD0959
 QD0959  HISTORY     - Date     Condition        Report By
 QD0959  HISTORY     - UNK      MONUMENTED       CGS
 QD0959  HISTORY     - 1930     GOOD             NGS
 QD0959  HISTORY     - 1987     GOOD             NGS
 QD0959
 QD0959                          STATION DESCRIPTION
 QD0959
 QD0959'DESCRIBED BY NATIONAL GEODETIC SURVEY 1930
 QD0959'2.8 MI W FROM CLINE FALLS.
 QD0959'2.8 MILES WEST OF DESCHUTES RIVER BRIDGE ON OLD MCKINZIE HIGHWAY ON
 QD0959'TOP OF SMALL RISE 20 FEET EAST OF 24 INCH JUNIPER TREE 36 FEET SOUTH
 QD0959'OF CENTER OF HIGHWAY IN TOP OF BOULDER.
 QD0959
 QD0959                          STATION RECOVERY (1987)
 QD0959
 QD0959'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QD0959'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  10.2 KM
 QD0959'(6.35 MI) WESTERLY ALONG STATE HIGHWAY 126 FROM ITS JUNCTION WITH 6TH
 QD0959'STREET IN REDMOND, THENCE 1.6 KM (1.00 MI) NORTHWESTERLY ALONG OLD
 QD0959'STATE HIGHWAY 28 (MCKENZIE HIGHWAY), 11.7 M (38.4 FT) SOUTH OF THE
 QD0959'CENTERLINE OF THE OLD HIGHWAY, AND 5.7 M (18.7 FT) EAST OF UTILITY
 QD0959'POLE NUMBER 166 AND UTILITY LINES CROSSING THE HIGHWAY.
 QD0959'THE MARK IS 1.3 METERS  WSW FROM  A WITNESS POST
 QD0959'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0621 ***********************************************************************
 QC0621  DESIGNATION -  B 461
 QC0621  PID         -  QC0621
 QC0621  STATE/COUNTY-  OR/CROOK
 QC0621  USGS QUAD   -  ANGELL BUTTE (1981)
 QC0621
 QC0621                         *CURRENT SURVEY CONTROL
 QC0621  ___________________________________________________________________
 QC0621* NAD 83(1986)-  44 00 50.     (N)    119 51 16.     (W)     SCALED    
 QC0621* NAVD 88     -      1275.801  (meters)    4185.69   (feet)  ADJUSTED  
 QC0621  ___________________________________________________________________
 QC0621  GEOID HEIGHT-         -19.10  (meters)                     GEOID03
 QC0621  DYNAMIC HT  -        1275.246 (meters)    4183.87  (feet)  COMP
 QC0621  MODELED GRAV-     980,139.4   (mgal)                       NAVD 88
 QC0621
 QC0621  VERT ORDER  -  FIRST     CLASS II
 QC0621
 QC0621.The horizontal coordinates were scaled from a topographic map and have
 QC0621.an estimated accuracy of +/- 6 seconds.
 QC0621
 QC0621.The orthometric height was determined by differential leveling
 QC0621.and adjusted in June 1991.
 QC0621
 QC0621.The geoid height was determined by GEOID03.
 QC0621
 QC0621.The dynamic height is computed by dividing the NAVD 88
 QC0621.geopotential number by the normal gravity value computed on the
 QC0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0621.degrees latitude (g = 980.6199 gals.).
 QC0621
 QC0621.The modeled gravity was interpolated from observed gravity values.
 QC0621
 QC0621;                    North         East    Units  Estimated Accuracy
 QC0621;SPC OR S     -   260,950.    1,551,770.      MT  (+/- 180 meters Scaled)
 QC0621
 QC0621                          SUPERSEDED SURVEY CONTROL
 QC0621
 QC0621  NGVD 29 (??/??/92) 1274.60   (m)         4181.8    (f) COMPUTED    1 2
 QC0621
 QC0621.Superseded values are not recommended for survey control.
 QC0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0621.See file dsdata.txt to determine how the superseded data were derived.
 QC0621
 QC0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKJ711773(NAD 83)
 QC0621_MARKER: DB = BENCH MARK DISK
 QC0621_SETTING: 80 = SET IN A BOULDER
 QC0621_SP_SET: BOULDER
 QC0621_STAMPING: B 461 1936
 QC0621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0621+STABILITY: SURFACE MOTION
 QC0621
 QC0621  HISTORY     - Date     Condition        Report By
 QC0621  HISTORY     - 1936     MONUMENTED       CGS
 QC0621
 QC0621                          STATION DESCRIPTION
 QC0621
 QC0621'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 QC0621'15.0 MI S FROM PAULINA.
 QC0621'15.0 MILES S OF AND ALONG ROAD FROM PAULINA TO SUNTEX 0.75 MILES S OF
 QC0621'E ENTRANCE TO MOUTH OF VALLEY.  AT FOOT OF ROCK CAPPED MOUNTAIN. 0.25
 QC0621'MILES W OF A PINACLE HAVING A ROCK CAP.  32 FT. W OF THE CENTER OF THE
 QC0621'ROAD.  SET IN A SINGLE POINTED BOULDER 3 FT. ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0081 ***********************************************************************
 OA0081  DESIGNATION -  B 465
 OA0081  PID         -  OA0081
 OA0081  STATE/COUNTY-  OR/CURRY
 OA0081  USGS QUAD   -  SIXES (1996)
 OA0081
 OA0081                         *CURRENT SURVEY CONTROL
 OA0081  ___________________________________________________________________
 OA0081* NAD 83(1986)-  42 47 18.     (N)    124 29 41.     (W)     SCALED    
 OA0081* NAVD 88     -        53.307  (meters)     174.89   (feet)  POSTED    
 OA0081  ___________________________________________________________________
 OA0081  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 OA0081  DYNAMIC HT  -          53.300 (meters)     174.87  (feet)  COMP
 OA0081  MODELED GRAV-     980,406.9   (mgal)                       NAVD 88
 OA0081
 OA0081  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 OA0081
 OA0081.The horizontal coordinates were scaled from a topographic map and have
 OA0081.an estimated accuracy of +/- 6 seconds.
 OA0081
 OA0081.The orthometric height was determined by differential leveling
 OA0081.and adjusted by the  in 1992.
 OA0081.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 OA0081.rate of 3.1 thru 4.0 mm/km.
 OA0081
 OA0081.The geoid height was determined by GEOID03.
 OA0081
 OA0081.The dynamic height is computed by dividing the NAVD 88
 OA0081.geopotential number by the normal gravity value computed on the
 OA0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0081.degrees latitude (g = 980.6199 gals.).
 OA0081
 OA0081.The modeled gravity was interpolated from observed gravity values.
 OA0081
 OA0081;                    North         East    Units  Estimated Accuracy
 OA0081;SPC OR S     -   132,390.    1,173,300.      MT  (+/- 180 meters Scaled)
 OA0081
 OA0081                          SUPERSEDED SURVEY CONTROL
 OA0081
 OA0081  NGVD 29 (??/??/92)   52.190  (m)          171.23   (f) ADJ UNCH    1 2
 OA0081
 OA0081.Superseded values are not recommended for survey control.
 OA0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0081.See file dsdata.txt to determine how the superseded data were derived.
 OA0081
 OA0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN777383(NAD 83)
 OA0081_MARKER: DB = BENCH MARK DISK
 OA0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OA0081_STAMPING: B 465 1941
 OA0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0081+STABILITY: SURFACE MOTION
 OA0081
 OA0081  HISTORY     - Date     Condition        Report By
 OA0081  HISTORY     - 1941     MONUMENTED       CGS
 OA0081  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 OA0081  HISTORY     - 1988     MARK NOT FOUND   NGS
 OA0081  HISTORY     - 20030711 MARK NOT FOUND   USPSQD
 OA0081  HISTORY     - 20050104 GOOD             BLM
 OA0081
 OA0081                          STATION DESCRIPTION
 OA0081
 OA0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 OA0081'3.3 MI N FROM PORT ORFORD.
 OA0081'3.3 MILES NORTH ALONG THE OREGON COAST HIGHWAY (U. S. 101) FROM THE
 OA0081'POST OFFICE AT PORT ORFORD, CURRY COUNTY, ON THE OUTSIDE OF A CURVE,
 OA0081'62 FEET SOUTH OF THE SOUTHEAST CORNER OF A SERVICE STATION, 22 FEET
 OA0081'WEST OF THE CENTER LINE OF THE HIGHWAY, 3 FEET SOUTHWEST OF A POLE,
 OA0081'AND AT A WHITE WOODEN POST STENCILED U. S. B. M.  A STANDARD DISK,
 OA0081'STAMPED B 465 1941 AND SET IN THE TOP OF A CONCRETE POST.
 OA0081
 OA0081                          STATION RECOVERY (1985)
 OA0081
 OA0081'RECOVERY NOTE BY US POWER SQUADRON 1985
 OA0081'MARK NOT FOUND.
 OA0081
 OA0081                          STATION RECOVERY (1988)
 OA0081
 OA0081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 OA0081'THERE HAS BEEN ROAD CONSTRUCTION AT THIS LOCATION.
 OA0081
 OA0081                          STATION RECOVERY (2003)
 OA0081
 OA0081'RECOVERY NOTE BY US POWER SQUADRON 2003 (AES)
 OA0081'MARK NOT FOUND.
 OA0081
 OA0081                          STATION RECOVERY (2005)
 OA0081
 OA0081'RECOVERY NOTE BY BUREAU OF LAND MANAGEMENT 2005
 OA0081'MARK REPORTED FOUND BY LANDOWNER CLEARING BLACKBERRIES WISHING TO KNOW
 OA0081'WHAT THE MONUMENT SIGNIFIED.  ACTUAL CONDITION OF MONUMENT UNKNOWN,
 OA0081'BUT APPARENTLY GOOD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0215 ***********************************************************************
 OA0215  DESIGNATION -  B 466
 OA0215  PID         -  OA0215
 OA0215  STATE/COUNTY-  OR/CURRY
 OA0215  USGS QUAD   -  CARPENTERVILLE (1986)
 OA0215
 OA0215                         *CURRENT SURVEY CONTROL
 OA0215  ___________________________________________________________________
 OA0215* NAD 83(1986)-  42 07 39.     (N)    124 18 32.     (W)     SCALED    
 OA0215* NAVD 88     -       318.896  (meters)    1046.24   (feet)  ADJUSTED  
 OA0215  ___________________________________________________________________
 OA0215  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 OA0215  DYNAMIC HT  -         318.779 (meters)    1045.86  (feet)  COMP
 OA0215  MODELED GRAV-     980,245.6   (mgal)                       NAVD 88
 OA0215
 OA0215  VERT ORDER  -  FIRST     CLASS II
 OA0215
 OA0215.The horizontal coordinates were scaled from a topographic map and have
 OA0215.an estimated accuracy of +/- 6 seconds.
 OA0215
 OA0215.The orthometric height was determined by differential leveling
 OA0215.and adjusted in June 1991.
 OA0215
 OA0215.The geoid height was determined by GEOID03.
 OA0215
 OA0215.The dynamic height is computed by dividing the NAVD 88
 OA0215.geopotential number by the normal gravity value computed on the
 OA0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0215.degrees latitude (g = 980.6199 gals.).
 OA0215
 OA0215.The modeled gravity was interpolated from observed gravity values.
 OA0215
 OA0215;                    North         East    Units  Estimated Accuracy
 OA0215;SPC OR S     -    58,350.    1,185,150.      MT  (+/- 180 meters Scaled)
 OA0215
 OA0215                          SUPERSEDED SURVEY CONTROL
 OA0215
 OA0215  NGVD 29 (12/02/92)  317.781  (m)         1042.59   (f) ADJUSTED    1 2
 OA0215
 OA0215.Superseded values are not recommended for survey control.
 OA0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0215.See file dsdata.txt to determine how the superseded data were derived.
 OA0215
 OA0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCM918647(NAD 83)
 OA0215_MARKER: DB = BENCH MARK DISK
 OA0215_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OA0215_SP_SET: HEADWALL
 OA0215_STAMPING: B 466 1941
 OA0215_MARK LOGO: CGS   
 OA0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0215+STABILITY: SURFACE MOTION
 OA0215
 OA0215  HISTORY     - Date     Condition        Report By
 OA0215  HISTORY     - 1941     MONUMENTED       CGS
 OA0215  HISTORY     - 1982     GOOD             USGS
 OA0215  HISTORY     - 1988     GOOD             NGS
 OA0215
 OA0215                          STATION DESCRIPTION
 OA0215
 OA0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 OA0215'7.8 MI N FROM BROOKINGS.
 OA0215'7.8 MILES NORTH ALONG THE OREGON COAST HIGHWAY (U.S. 101) FROM THE
 OA0215'POST OFFICE AT BROOKINGS, CURRY COUNTY, ABOUT 0.8 MILE SOUTH OF THE
 OA0215'CHARLES WARNICK RANCH, 25 FEET SOUTH OF A DEEP CUT, AT THE SOUTHEAST
 OA0215'CORNER OF A CONCRETE CULVERT, IN THE TOP OF THE HEAD WALL, AT A 4- BY
 OA0215'4-INCH WHITE WOODEN POST STENCILED U.S.B.M., AND ABOUT 15 FEET LOWER
 OA0215'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED B 466 1941.
 OA0215
 OA0215                          STATION RECOVERY (1982)
 OA0215
 OA0215'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 OA0215'7.8 MILE NORTH ALONG THE OREGON COAST HWY. FROM THE POST OFFICE AT
 OA0215'BROOKINGS, 0.05 MILES NORTH CENTER ST. POST OFFICE AT BROOKINGS,
 OA0215'THENCE 2.3 MILES NORTHWEST ALONG US 101, THENCE 5.15 MILES NORTH
 OA0215'ALONG CARPENTERVILLE RD., 0.3 MILES SOUTH OF JCT. WITH CAPE FERRELO
 OA0215'ROAD., ON OUTSIDE OF CURVE, 25 FT. SOUTH OF DEEP RD. CUT, 13 FT.
 OA0215'LOWER THAN CENTERLINE OF RD., SET IN TOP OF HEADWALL AT SOUTHEAST
 OA0215'CORNER OF CONCRETE BOX CULVERT, STANDARD USC AND GS TABLET STAMPED 'B
 OA0215'466 1941'.
 OA0215
 OA0215                          STATION RECOVERY (1988)
 OA0215
 OA0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 OA0215'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  3.8 KM
 OA0215'(2.35 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE IN
 OA0215'BROOKINGS, THENCE 8.3 KM (5.15 MI) NORTHERLY ALONG CARPENTERVILLE
 OA0215'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0417 ***********************************************************************
 OA0417  DESIGNATION -  B 467
 OA0417  PID         -  OA0417
 OA0417  STATE/COUNTY-  OR/COOS
 OA0417  USGS QUAD   -  BANDON (1970)
 OA0417
 OA0417                         *CURRENT SURVEY CONTROL
 OA0417  ___________________________________________________________________
 OA0417* NAD 83(1986)-  43 06 49.     (N)    124 24 56.     (W)     SCALED    
 OA0417* NAVD 88     -        23.006  (meters)      75.48   (feet)  ADJUSTED  
 OA0417  ___________________________________________________________________
 OA0417  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 OA0417  DYNAMIC HT  -          23.002 (meters)      75.47  (feet)  COMP
 OA0417  MODELED GRAV-     980,443.0   (mgal)                       NAVD 88
 OA0417
 OA0417  VERT ORDER  -  FIRST     CLASS II
 OA0417
 OA0417.The horizontal coordinates were scaled from a topographic map and have
 OA0417.an estimated accuracy of +/- 6 seconds.
 OA0417
 OA0417.The orthometric height was determined by differential leveling
 OA0417.and adjusted in June 1991.
 OA0417
 OA0417.The geoid height was determined by GEOID03.
 OA0417
 OA0417.The dynamic height is computed by dividing the NAVD 88
 OA0417.geopotential number by the normal gravity value computed on the
 OA0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0417.degrees latitude (g = 980.6199 gals.).
 OA0417
 OA0417.The modeled gravity was interpolated from observed gravity values.
 OA0417
 OA0417;                    North         East    Units  Estimated Accuracy
 OA0417;SPC OR S     -   168,180.    1,181,460.      MT  (+/- 180 meters Scaled)
 OA0417
 OA0417                          SUPERSEDED SURVEY CONTROL
 OA0417
 OA0417  NGVD 29 (12/02/92)   21.825  (m)           71.60   (f) ADJUSTED    1 2
 OA0417
 OA0417.Superseded values are not recommended for survey control.
 OA0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0417.See file dsdata.txt to determine how the superseded data were derived.
 OA0417
 OA0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN848744(NAD 83)
 OA0417_MARKER: DB = BENCH MARK DISK
 OA0417_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 OA0417_SP_SET: STEP
 OA0417_STAMPING: B 467 1941
 OA0417_MARK LOGO: CGS   
 OA0417_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OA0417_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OA0417+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2006
 OA0417
 OA0417  HISTORY     - Date     Condition        Report By
 OA0417  HISTORY     - 1941     MONUMENTED       CGS
 OA0417  HISTORY     - 1985     GOOD             USPSQD
 OA0417  HISTORY     - 1985     GOOD             USPSQD
 OA0417  HISTORY     - 1988     GOOD             USPSQD
 OA0417  HISTORY     - 1988     GOOD             NGS
 OA0417  HISTORY     - 1990     GOOD             USPSQD
 OA0417  HISTORY     - 1990     GOOD             USPSQD
 OA0417  HISTORY     - 20060709 GOOD             USPSQD
 OA0417
 OA0417                          STATION DESCRIPTION
 OA0417
 OA0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 OA0417'IN BANDON.
 OA0417'AT BANDON, COOS COUNTY, ABOUT 250 FEET WEST OF THE OREGON COAST
 OA0417'HIGHWAY (U.S. 101), AT THE EAST (MAIN) ENTRANCE TO GRADE SCHOOL 54,
 OA0417'AND IN THE TOP OF THE NORTH END OF THE FIRST CONCRETE STEP.  A
 OA0417'STANDARD DISK, STAMPED B 467 1941.  NOTE-- BANDON GRADE SCHOOL SHOULD
 OA0417'BE CHANGED TO OCEAN CREST SCHOOL.
 OA0417
 OA0417                          STATION RECOVERY (1985)
 OA0417
 OA0417'RECOVERY NOTE BY US POWER SQUADRON 1985
 OA0417'RECOVERED IN GOOD CONDITION.
 OA0417
 OA0417                          STATION RECOVERY (1985)
 OA0417
 OA0417'RECOVERY NOTE BY US POWER SQUADRON 1985
 OA0417'RECOVERED IN GOOD CONDITION.
 OA0417
 OA0417                          STATION RECOVERY (1988)
 OA0417
 OA0417'RECOVERY NOTE BY US POWER SQUADRON 1988 (COB)
 OA0417'RECOVERED IN GOOD CONDITION.
 OA0417
 OA0417                          STATION RECOVERY (1988)
 OA0417
 OA0417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 OA0417'RECOVERED IN GOOD CONDITION.
 OA0417
 OA0417                          STATION RECOVERY (1990)
 OA0417
 OA0417'RECOVERY NOTE BY US POWER SQUADRON 1990 (AES)
 OA0417'RECOVERED IN GOOD CONDITION.
 OA0417
 OA0417                          STATION RECOVERY (1990)
 OA0417
 OA0417'RECOVERY NOTE BY US POWER SQUADRON 1990 (LM)
 OA0417'RECOVERED IN GOOD CONDITION.
 OA0417
 OA0417                          STATION RECOVERY (2006)
 OA0417
 OA0417'RECOVERY NOTE BY US POWER SQUADRON 2006 (AES)
 OA0417'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0480 ***********************************************************************
 OA0480  DESIGNATION -  B 468
 OA0480  PID         -  OA0480
 OA0480  STATE/COUNTY-  OR/COOS
 OA0480  USGS QUAD   -  COOS BAY (1975)
 OA0480
 OA0480                         *CURRENT SURVEY CONTROL
 OA0480  ___________________________________________________________________
 OA0480* NAD 83(1986)-  43 20 41.     (N)    124 11 49.     (W)     SCALED    
 OA0480* NAVD 88     -         3.503  (meters)      11.49   (feet)  ADJUSTED  
 OA0480  ___________________________________________________________________
 OA0480  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 OA0480  DYNAMIC HT  -           3.503 (meters)      11.49  (feet)  COMP
 OA0480  MODELED GRAV-     980,480.9   (mgal)                       NAVD 88
 OA0480
 OA0480  VERT ORDER  -  FIRST     CLASS II
 OA0480
 OA0480.The horizontal coordinates were scaled from a topographic map and have
 OA0480.an estimated accuracy of +/- 6 seconds.
 OA0480
 OA0480.The orthometric height was determined by differential leveling
 OA0480.and adjusted in June 1991.
 OA0480
 OA0480.The geoid height was determined by GEOID03.
 OA0480
 OA0480.The dynamic height is computed by dividing the NAVD 88
 OA0480.geopotential number by the normal gravity value computed on the
 OA0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0480.degrees latitude (g = 980.6199 gals.).
 OA0480
 OA0480.The modeled gravity was interpolated from observed gravity values.
 OA0480
 OA0480;                    North         East    Units  Estimated Accuracy
 OA0480;SPC OR S     -   193,020.    1,200,370.      MT  (+/- 180 meters Scaled)
 OA0480
 OA0480                          SUPERSEDED SURVEY CONTROL
 OA0480
 OA0480  NGVD 29 (??/??/92)    2.408  (m)            7.90   (f) ADJ UNCH    1 2
 OA0480
 OA0480.Superseded values are not recommended for survey control.
 OA0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0480.See file dsdata.txt to determine how the superseded data were derived.
 OA0480
 OA0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN029997(NAD 83)
 OA0480_MARKER: DB = BENCH MARK DISK
 OA0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA0480_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OA0480_STAMPING: B 468 1941
 OA0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0480+STABILITY: SURFACE MOTION
 OA0480
 OA0480  HISTORY     - Date     Condition        Report By
 OA0480  HISTORY     - 1941     MONUMENTED       CGS
 OA0480  HISTORY     - 1971     MARK NOT FOUND   NGS
 OA0480  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 OA0480  HISTORY     - 1987     MARK NOT FOUND   NGS
 OA0480  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 OA0480  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 OA0480  HISTORY     - 19940629 MARK NOT FOUND   USPSQD
 OA0480
 OA0480                          STATION DESCRIPTION
 OA0480
 OA0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 OA0480'1.6 MI S FROM COOS BAY.
 OA0480'1.6 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 OA0480'STATION AT COOS BAY, COOS COUNTY, ABOUT 2.5 MILES SOUTH OF THE CITY
 OA0480'HALL, OPPOSITE THE C. BRAINARD AND PATRICK OSHEA MAIL BOX AND A DIRT
 OA0480'ROAD LEADING WEST, 54 FEET EAST OF THE CENTER LINE OF THE OREGON COAST
 OA0480'HIGHWAY (U.S. 101), 15 FEET WEST OF THE CENTER LINE OF THE TRACK, AND
 OA0480'AT A WHITE WOODEN POST STENCILED U.S.B.M.  A STANDARD DISK, STAMPED B
 OA0480'468 1941 AND SET IN THE TOP OF A CONCRETE POST.
 OA0480
 OA0480                          STATION RECOVERY (1971)
 OA0480
 OA0480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 OA0480'MARK NOT FOUND.
 OA0480
 OA0480                          STATION RECOVERY (1985)
 OA0480
 OA0480'RECOVERY NOTE BY US POWER SQUADRON 1985
 OA0480'MARK NOT FOUND.
 OA0480
 OA0480                          STATION RECOVERY (1987)
 OA0480
 OA0480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 OA0480'MARK NOT FOUND.
 OA0480
 OA0480                          STATION RECOVERY (1988)
 OA0480
 OA0480'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 OA0480'MARK NOT FOUND.
 OA0480
 OA0480                          STATION RECOVERY (1988)
 OA0480
 OA0480'RECOVERY NOTE BY US POWER SQUADRON 1988 (KEM)
 OA0480'MARK NOT FOUND.
 OA0480
 OA0480                          STATION RECOVERY (1994)
 OA0480
 OA0480'RECOVERY NOTE BY US POWER SQUADRON 1994
 OA0480'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1222 ***********************************************************************
 QE1222  DESIGNATION -  B 469
 QE1222  PID         -  QE1222
 QE1222  STATE/COUNTY-  OR/LANE
 QE1222  USGS QUAD   -  MERCER LAKE (1984)
 QE1222
 QE1222                         *CURRENT SURVEY CONTROL
 QE1222  ___________________________________________________________________
 QE1222* NAD 83(1986)-  44 05 41.     (N)    124 06 52.     (W)     SCALED    
 QE1222* NAVD 88     -        14.992  (meters)      49.19   (feet)  ADJUSTED  
 QE1222  ___________________________________________________________________
 QE1222  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 QE1222  DYNAMIC HT  -          14.990 (meters)      49.18  (feet)  COMP
 QE1222  MODELED GRAV-     980,548.6   (mgal)                       NAVD 88
 QE1222
 QE1222  VERT ORDER  -  FIRST     CLASS II
 QE1222
 QE1222.The horizontal coordinates were scaled from a topographic map and have
 QE1222.an estimated accuracy of +/- 6 seconds.
 QE1222
 QE1222.The orthometric height was determined by differential leveling
 QE1222.and adjusted in June 1991.
 QE1222
 QE1222.The geoid height was determined by GEOID03.
 QE1222
 QE1222.The dynamic height is computed by dividing the NAVD 88
 QE1222.geopotential number by the normal gravity value computed on the
 QE1222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1222.degrees latitude (g = 980.6199 gals.).
 QE1222
 QE1222.The modeled gravity was interpolated from observed gravity values.
 QE1222
 QE1222;                    North         East    Units  Estimated Accuracy
 QE1222;SPC OR S     -   275,970.    1,210,640.      MT  (+/- 180 meters Scaled)
 QE1222
 QE1222                          SUPERSEDED SURVEY CONTROL
 QE1222
 QE1222  NGVD 29 (??/??/92)   13.945  (m)           45.75   (f) ADJ UNCH    1 2
 QE1222
 QE1222.Superseded values are not recommended for survey control.
 QE1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1222.See file dsdata.txt to determine how the superseded data were derived.
 QE1222
 QE1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP107829(NAD 83)
 QE1222_MARKER: DB = BENCH MARK DISK
 QE1222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE1222_SP_SET: CONCRETE POST
 QE1222_STAMPING: B 469 1941
 QE1222_MARK LOGO: CGS   
 QE1222_PROJECTION: PROJECTING 10 CENTIMETERS
 QE1222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE1222+STABILITY: SURFACE MOTION
 QE1222
 QE1222  HISTORY     - Date     Condition        Report By
 QE1222  HISTORY     - 1941     MONUMENTED       CGS
 QE1222  HISTORY     - 1988     GOOD             NGS
 QE1222  HISTORY     - 19940904 GOOD             USPSQD
 QE1222
 QE1222                          STATION DESCRIPTION
 QE1222
 QE1222'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 QE1222'9.2 MI N FROM FLORENCE.
 QE1222'ALONG U.S. HIGHWAY 101, 9.2 MILES NORTH OF FLORENCE, 0.4 MILE NORTH OF
 QE1222'A GAS STATION, 42 FEET WEST OF THE CENTER OF THE ROAD, 2.0 FEET EAST
 QE1222'OF A FENCE, AT WITNESS POST MARKED USBM.
 QE1222
 QE1222                          STATION RECOVERY (1988)
 QE1222
 QE1222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QE1222'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  13.9 KM
 QE1222'(8.65 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM ITS JUNCTION WITH
 QE1222'STATE HIGHWAY 126 IN FLORENCE, 0.7 KM (0.45 MI) NORTHWEST OF AN
 QE1222'ANTIQUE AND GIFT SHOP, 12.9 M (42.3 FT) SOUTHWEST OF THE CENTERLINE
 QE1222'OF THE HIGHWAY, AND 0.6 M (2.0 FT) NORTHEAST OF A FENCE.
 QE1222'THE MARK IS 0.4 METERS  SE FROM  A WITNESS POST
 QE1222'THE MARK IS 0.4 M BELOW THE HIGHWAY.
 QE1222
 QE1222                          STATION RECOVERY (1994)
 QE1222
 QE1222'RECOVERY NOTE BY US POWER SQUADRON 1994
 QE1222'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1183 ***********************************************************************
 RD1183  DESIGNATION -  B 47
 RD1183  PID         -  RD1183
 RD1183  STATE/COUNTY-  OR/CLATSOP
 RD1183  USGS QUAD   -  SOAPSTONE LAKE (1985)
 RD1183
 RD1183                         *CURRENT SURVEY CONTROL
 RD1183  ___________________________________________________________________
 RD1183* NAD 83(1986)-  45 49 36.     (N)    123 46 50.     (W)     SCALED    
 RD1183* NAVD 88     -        82.284  (meters)     269.96   (feet)  ADJUSTED  
 RD1183  ___________________________________________________________________
 RD1183  GEOID HEIGHT-         -21.96  (meters)                     GEOID03
 RD1183  DYNAMIC HT  -          82.291 (meters)     269.98  (feet)  COMP
 RD1183  MODELED GRAV-     980,706.4   (mgal)                       NAVD 88
 RD1183
 RD1183  VERT ORDER  -  FIRST     CLASS II
 RD1183
 RD1183.The horizontal coordinates were scaled from a topographic map and have
 RD1183.an estimated accuracy of +/- 6 seconds.
 RD1183
 RD1183.The orthometric height was determined by differential leveling
 RD1183.and adjusted in June 1991.
 RD1183.WARNING-Repeat measurements at this control monument indicate possible
 RD1183.vertical movement.
 RD1183
 RD1183.The geoid height was determined by GEOID03.
 RD1183
 RD1183.The dynamic height is computed by dividing the NAVD 88
 RD1183.geopotential number by the normal gravity value computed on the
 RD1183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1183.degrees latitude (g = 980.6199 gals.).
 RD1183
 RD1183.The modeled gravity was interpolated from observed gravity values.
 RD1183
 RD1183;                    North         East    Units  Estimated Accuracy
 RD1183;SPC OR N     -   245,200.    2,245,170.      MT  (+/- 180 meters Scaled)
 RD1183
 RD1183                          SUPERSEDED SURVEY CONTROL
 RD1183
 RD1183  NGVD 29 (??/??/92)   81.208  (m)          266.43   (f) ADJ UNCH    1 2
 RD1183
 RD1183.Superseded values are not recommended for survey control.
 RD1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1183.See file dsdata.txt to determine how the superseded data were derived.
 RD1183
 RD1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR393750(NAD 83)
 RD1183_MARKER: DD = SURVEY DISK
 RD1183_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RD1183_SP_SET: WINGWALL
 RD1183_STAMPING: B 47 1930
 RD1183_MARK LOGO: ORHD  
 RD1183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD1183+STABILITY: SURFACE MOTION
 RD1183
 RD1183  HISTORY     - Date     Condition        Report By
 RD1183  HISTORY     - 1930     MONUMENTED       ORHD
 RD1183  HISTORY     - 1966     GOOD             NGS
 RD1183  HISTORY     - 1987     GOOD             USPSQD
 RD1183  HISTORY     - 1987     GOOD             NGS
 RD1183  HISTORY     - 1988     GOOD             USPSQD
 RD1183
 RD1183                          STATION DESCRIPTION
 RD1183
 RD1183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 RD1183'11.1 MI N FROM MOHLER.
 RD1183'11.1 MILES NORTH ALONG STATE HIGHWAY 53 FROM THE MOHLER CHEESE
 RD1183'FACTORY, AT THE WEST CORNER OF THE ARCH BRIDGE OVER SOAPSTONE CREEK,
 RD1183'14 FEET NORTHWEST OF THE CENTER OF THE HIGHWAY AND LEVEL WITH THE
 RD1183'HIGHWAY CEMENTED IN A DRILL HOLE IN THE CONCRETE WING WALL.
 RD1183
 RD1183                          STATION RECOVERY (1987)
 RD1183
 RD1183'RECOVERY NOTE BY US POWER SQUADRON 1987 (RCC)
 RD1183'RECOVERED IN GOOD CONDITION.
 RD1183
 RD1183                          STATION RECOVERY (1987)
 RD1183
 RD1183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD1183'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  2.3 KM (1.45
 RD1183'MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE CITY HALL IN NEHALEM,
 RD1183'THENCE 20.3 KM (12.60 MI) NORTHEASTERLY ALONG STATE HIGHWAY 53, NEAR
 RD1183'THE NORTHWEST END OF THE NORTHWEST WINGWALL OF A BRIDGE SPANNING
 RD1183'SOAPSTONE CREEK, 4.3 M (14.1 FT) SOUTHWEST OF THE CENTERLINE OF THE
 RD1183'HIGHWAY, 0.3 M (1.0 FT) NORTHWEST OF THE NORTHWEST END OF THE
 RD1183'SOUTHWEST GUARDRAIL, AND 0.3 M (1.0 FT) SOUTHEAST OF THE NORTHWEST
 RD1183'END OF THE WINGWALL.
 RD1183'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 RD1183
 RD1183                          STATION RECOVERY (1988)
 RD1183
 RD1183'RECOVERY NOTE BY US POWER SQUADRON 1988 (GAN)
 RD1183'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1565 ***********************************************************************
 RC1565  DESIGNATION -  B 470 RESET
 RC1565  PID         -  RC1565
 RC1565  STATE/COUNTY-  OR/HOOD RIVER
 RC1565  USGS QUAD   -  MT DEFIANCE (1994)
 RC1565
 RC1565                         *CURRENT SURVEY CONTROL
 RC1565  ___________________________________________________________________
 RC1565* NAD 83(1986)-  45 41 25.     (N)    121 41 16.     (W)     SCALED    
 RC1565* NAVD 88     -        37.189  (meters)     122.01   (feet)  ADJUSTED  
 RC1565  ___________________________________________________________________
 RC1565  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 RC1565  DYNAMIC HT  -          37.188 (meters)     122.01  (feet)  COMP
 RC1565  MODELED GRAV-     980,586.4   (mgal)                       NAVD 88
 RC1565
 RC1565  VERT ORDER  -  FIRST     CLASS II
 RC1565
 RC1565.The horizontal coordinates were scaled from a topographic map and have
 RC1565.an estimated accuracy of +/- 6 seconds.
 RC1565
 RC1565.The orthometric height was determined by differential leveling
 RC1565.and adjusted in June 1991.
 RC1565
 RC1565.The geoid height was determined by GEOID03.
 RC1565
 RC1565.The dynamic height is computed by dividing the NAVD 88
 RC1565.geopotential number by the normal gravity value computed on the
 RC1565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1565.degrees latitude (g = 980.6199 gals.).
 RC1565
 RC1565.The modeled gravity was interpolated from observed gravity values.
 RC1565
 RC1565;                    North         East    Units  Estimated Accuracy
 RC1565;SPC OR N     -   225,550.    2,407,490.      MT  (+/- 180 meters Scaled)
 RC1565
 RC1565                          SUPERSEDED SURVEY CONTROL
 RC1565
 RC1565.No superseded survey control is available for this station.
 RC1565
 RC1565_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR021604(NAD 83)
 RC1565_MARKER: DB = BENCH MARK DISK
 RC1565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC1565_SP_SET: CONCRETE POST
 RC1565_STAMPING: B 470 RESET 1965
 RC1565_MARK LOGO: CGS   
 RC1565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1565+STABILITY: SURFACE MOTION
 RC1565_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RC1565+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2004
 RC1565
 RC1565  HISTORY     - Date     Condition        Report By
 RC1565  HISTORY     - 1965     MONUMENTED       CGS
 RC1565  HISTORY     - 1987     GOOD             USPSQD
 RC1565  HISTORY     - 1987     GOOD             NGS
 RC1565  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 RC1565  HISTORY     - 20040816 MARK NOT FOUND   USPSQD
 RC1565  HISTORY     - 20040816 GOOD             USPSQD
 RC1565
 RC1565                          STATION DESCRIPTION
 RC1565
 RC1565'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 RC1565'8.7 MI W FROM HOOD RIVER.
 RC1565'REACHED FROM THE HOOD RIVER POST OFFICE BY GOING WEST ON CASCADE
 RC1565'AVENUE FOR 1.8 MILES TO INTERSTATE 80 N, THENCE CONTINUE WEST ON
 RC1565'INTERSTATE 80 N FOR 6.9 MILES TO THE BENCH MARK ON THE LEFT, 0.4 MILE
 RC1565'EAST OF MILE POST NO. 53, 400 FEET NORTHEAST OF AN AUTOMATIC SIGNAL ON
 RC1565'THE RAILROAD, 72 FEET SOUTHEAST OF THE CENTER OF INTERSTATE 80 N AND 1
 RC1565'1/2 FEET SOUTHWEST OF A METAL WITNESS POST SET IN THE TOP OF A 10-INCH
 RC1565'SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES.  THE BENCH MARK
 RC1565'STAMPED B 470 RESET 1965 IS 230 FEET SOUTHWEST OF THE BENCH MARK
 RC1565'STAMPED B 470 1941 THAT WAS DESTROYED BY CONSTRUCTION IN THE AREA.
 RC1565
 RC1565                          STATION RECOVERY (1987)
 RC1565
 RC1565'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWE)
 RC1565'RECOVERED IN GOOD CONDITION.
 RC1565
 RC1565                          STATION RECOVERY (1987)
 RC1565
 RC1565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RC1565'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.9 KM
 RC1565'(1.20 MI) EAST ALONG WANAPA STREET (US HIGHWAY 30) FROM THE POST
 RC1565'OFFICE IN CASCADE LOCKS, THENCE 16.1 KM (10.00 MI) EAST ALONG
 RC1565'INTERSTATE HIGHWAY 84, ALSO 15.1 KM (9.40 MI) WEST ALONG I-84 FROM
 RC1565'THE 2ND STREET OVERPASS IN HOOD RIVER, 16.6 M (54.5 FT) SOUTHEAST OF
 RC1565'THE HIGHWAY EASTBOUND CENTERLINE, 50.0 M (164.0 FT) SOUTHWEST OF A
 RC1565'SIGN--VIENTO PARK 3/4 MILE, 7.9 M (25.9 FT) SOUTHEAST OF A GUARDRAIL.
 RC1565'THE MARK IS 0.45 METERS  SW FROM A WITNESS POST.
 RC1565'THE MARK IS 0.76 M BELOW THE HIGHWAY.
 RC1565
 RC1565                          STATION RECOVERY (1989)
 RC1565
 RC1565'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RC1565'MARK NOT FOUND.
 RC1565
 RC1565                          STATION RECOVERY (2004)
 RC1565
 RC1565'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 RC1565'MARK NOT FOUND.
 RC1565
 RC1565                          STATION RECOVERY (2004)
 RC1565
 RC1565'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 RC1565'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0302 ***********************************************************************
 OA0302  DESIGNATION -  B 471
 OA0302  PID         -  OA0302
 OA0302  STATE/COUNTY-  OR/DOUGLAS
 OA0302  USGS QUAD   -  WINCHESTER BAY (1985)
 OA0302
 OA0302                         *CURRENT SURVEY CONTROL
 OA0302  ___________________________________________________________________
 OA0302* NAD 83(1986)-  43 39 53.     (N)    124 11 11.     (W)     SCALED    
 OA0302* NAVD 88     -        85.606  (meters)     280.86   (feet)  ADJUSTED  
 OA0302  ___________________________________________________________________
 OA0302  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 OA0302  DYNAMIC HT  -          85.597 (meters)     280.83  (feet)  COMP
 OA0302  MODELED GRAV-     980,516.4   (mgal)                       NAVD 88
 OA0302
 OA0302  VERT ORDER  -  FIRST     CLASS II
 OA0302
 OA0302.The horizontal coordinates were scaled from a topographic map and have
 OA0302.an estimated accuracy of +/- 6 seconds.
 OA0302
 OA0302.The orthometric height was determined by differential leveling
 OA0302.and adjusted in June 1991.
 OA0302
 OA0302.The geoid height was determined by GEOID03.
 OA0302
 OA0302.The dynamic height is computed by dividing the NAVD 88
 OA0302.geopotential number by the normal gravity value computed on the
 OA0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0302.degrees latitude (g = 980.6199 gals.).
 OA0302
 OA0302.The modeled gravity was interpolated from observed gravity values.
 OA0302
 OA0302;                    North         East    Units  Estimated Accuracy
 OA0302;SPC OR S     -   228,500.    1,202,790.      MT  (+/- 180 meters Scaled)
 OA0302
 OA0302                          SUPERSEDED SURVEY CONTROL
 OA0302
 OA0302  NGVD 29 (??/??/92)   84.508  (m)          277.26   (f) ADJ UNCH    1 2
 OA0302
 OA0302.Superseded values are not recommended for survey control.
 OA0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0302.See file dsdata.txt to determine how the superseded data were derived.
 OA0302
 OA0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP043353(NAD 83)
 OA0302_MARKER: DB = BENCH MARK DISK
 OA0302_SETTING: 0 = UNSPECIFIED SETTING
 OA0302_STAMPING: B 471 1941
 OA0302_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OA0302
 OA0302  HISTORY     - Date     Condition        Report By
 OA0302  HISTORY     - 1941     MONUMENTED       CGS
 OA0302  HISTORY     - 1956     GOOD             USGS
 OA0302  HISTORY     - 1981     MARK NOT FOUND   USGS
 OA0302  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 OA0302  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 OA0302  HISTORY     - 1987     MARK NOT FOUND   NGS
 OA0302  HISTORY     - 20020729 MARK NOT FOUND   USPSQD
 OA0302
 OA0302                          STATION DESCRIPTION
 OA0302
 OA0302'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 OA0302'0.9 MI S FROM WINCHESTER BAY.
 OA0302'0.9 MILE SOUTH ALONG THE OREGON COAST HIGHWAY (U.S. 101) FROM
 OA0302'WINCHESTER BAY, DOUGLAS COUNTY, 350 FEET WEST ON UMPQUA LIGHT HOUSE
 OA0302'ROAD, 22 FEET NORTH OF THE CENTERLINE OF THE ROAD, AND 270 FEET RIGHT
 OA0302'OF ENGINEER STATION 238+60.
 OA0302
 OA0302                          STATION RECOVERY (1981)
 OA0302
 OA0302'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 OA0302'MARK NOT FOUND.
 OA0302
 OA0302                          STATION RECOVERY (1985)
 OA0302
 OA0302'RECOVERY NOTE BY US POWER SQUADRON 1985
 OA0302'MARK NOT FOUND.
 OA0302
 OA0302                          STATION RECOVERY (1985)
 OA0302
 OA0302'RECOVERY NOTE BY US POWER SQUADRON 1985
 OA0302'MARK NOT FOUND.
 OA0302
 OA0302                          STATION RECOVERY (1987)
 OA0302
 OA0302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 OA0302'MARK NOT FOUND.
 OA0302
 OA0302                          STATION RECOVERY (2002)
 OA0302
 OA0302'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 OA0302' 
 OA0302' 
 OA0302' 
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0595 ***********************************************************************
 PC0595  DESIGNATION -  B 472
 PC0595  PID         -  PC0595
 PC0595  STATE/COUNTY-  OR/DOUGLAS
 PC0595  USGS QUAD   -  DEVILS GRAVEYARD (1990)
 PC0595
 PC0595                         *CURRENT SURVEY CONTROL
 PC0595  ___________________________________________________________________
 PC0595* NAD 83(1986)-  43 40 59.     (N)    123 39 19.     (W)     SCALED    
 PC0595* NAVD 88     -        26.294  (meters)      86.27   (feet)  ADJUSTED  
 PC0595  ___________________________________________________________________
 PC0595  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 PC0595  DYNAMIC HT  -          26.290 (meters)      86.25  (feet)  COMP
 PC0595  MODELED GRAV-     980,475.6   (mgal)                       NAVD 88
 PC0595
 PC0595  VERT ORDER  -  FIRST     CLASS II
 PC0595
 PC0595.The horizontal coordinates were scaled from a topographic map and have
 PC0595.an estimated accuracy of +/- 6 seconds.
 PC0595
 PC0595.The orthometric height was determined by differential leveling
 PC0595.and adjusted in June 1991.
 PC0595
 PC0595.The geoid height was determined by GEOID03.
 PC0595
 PC0595.The dynamic height is computed by dividing the NAVD 88
 PC0595.geopotential number by the normal gravity value computed on the
 PC0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0595.degrees latitude (g = 980.6199 gals.).
 PC0595
 PC0595.The modeled gravity was interpolated from observed gravity values.
 PC0595
 PC0595;                    North         East    Units  Estimated Accuracy
 PC0595;SPC OR S     -   228,780.    1,245,660.      MT  (+/- 180 meters Scaled)
 PC0595
 PC0595                          SUPERSEDED SURVEY CONTROL
 PC0595
 PC0595  NGVD 29 (??/??/92)   25.206  (m)           82.70   (f) ADJ UNCH    1 2
 PC0595
 PC0595.Superseded values are not recommended for survey control.
 PC0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0595.See file dsdata.txt to determine how the superseded data were derived.
 PC0595
 PC0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP471368(NAD 83)
 PC0595_MARKER: DB = BENCH MARK DISK
 PC0595_SETTING: 80 = SET IN A BOULDER
 PC0595_SP_SET: BOULDER
 PC0595_STAMPING: B 472 1941
 PC0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0595+STABILITY: SURFACE MOTION
 PC0595
 PC0595  HISTORY     - Date     Condition        Report By
 PC0595  HISTORY     - 1941     MONUMENTED       CGS
 PC0595  HISTORY     - 1961     MARK NOT FOUND   NGS
 PC0595
 PC0595                          STATION DESCRIPTION
 PC0595
 PC0595'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 PC0595'8.9 MI NW FROM ELKTON.
 PC0595'WAS ABOUT 8.9 MILES ALONG STATE HIGHWAY 38 FROM ELKTON, 700 FEET WEST
 PC0595'OF A SERVICE STATION, AT THE EAST END OF A DEEP CUT, ABOUT 21 FEET
 PC0595'NORTH OF THE CENTER LINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0597 ***********************************************************************
 RD0597  DESIGNATION -  B 473
 RD0597  PID         -  RD0597
 RD0597  STATE/COUNTY-  OR/COLUMBIA
 RD0597  USGS QUAD   -  DEER ISLAND (1990)
 RD0597
 RD0597                         *CURRENT SURVEY CONTROL
 RD0597  ___________________________________________________________________
 RD0597* NAD 83(1986)-  45 55 06.     (N)    122 49 49.     (W)     SCALED    
 RD0597* NAVD 88     -        21.972  (meters)      72.09   (feet)  POSTED    
 RD0597  ___________________________________________________________________
 RD0597  GEOID HEIGHT-         -22.11  (meters)                     GEOID03
 RD0597  DYNAMIC HT  -          21.970 (meters)      72.08  (feet)  COMP
 RD0597  MODELED GRAV-     980,662.1   (mgal)                       NAVD 88
 RD0597
 RD0597  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 RD0597
 RD0597.The horizontal coordinates were scaled from a topographic map and have
 RD0597.an estimated accuracy of +/- 6 seconds.
 RD0597
 RD0597.The orthometric height was determined by differential leveling
 RD0597.and adjusted by the  in 1992.
 RD0597.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 RD0597.rate of 1.1 thru 2.0 mm/km.
 RD0597
 RD0597.The geoid height was determined by GEOID03.
 RD0597
 RD0597.The dynamic height is computed by dividing the NAVD 88
 RD0597.geopotential number by the normal gravity value computed on the
 RD0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0597.degrees latitude (g = 980.6199 gals.).
 RD0597
 RD0597.The modeled gravity was interpolated from observed gravity values.
 RD0597
 RD0597;                    North         East    Units  Estimated Accuracy
 RD0597;SPC OR N     -   252,820.    2,319,250.      MT  (+/- 180 meters Scaled)
 RD0597
 RD0597                          SUPERSEDED SURVEY CONTROL
 RD0597
 RD0597  NGVD 29 (??/??/92)   20.956  (m)           68.75   (f) ADJ UNCH    1 2
 RD0597
 RD0597.Superseded values are not recommended for survey control.
 RD0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0597.See file dsdata.txt to determine how the superseded data were derived.
 RD0597
 RD0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER131849(NAD 83)
 RD0597_MARKER: DB = BENCH MARK DISK
 RD0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0597_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0597_STAMPING: B 473 1941
 RD0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0597+STABILITY: SURFACE MOTION
 RD0597
 RD0597  HISTORY     - Date     Condition        Report By
 RD0597  HISTORY     - 1941     MONUMENTED       CGS
 RD0597  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RD0597  HISTORY     - 20090205 MARK NOT FOUND   USACE
 RD0597
 RD0597                          STATION DESCRIPTION
 RD0597
 RD0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 RD0597'1.2 MI S FROM DEER ISLAND.
 RD0597'ABOUT 1.2 MILES SOUTH OF DEER ISLAND, ALONG THE SPOKANE, PORTLAND AND
 RD0597'SEATTLE RAILWAY, 94 FEET EAST OF SOUTH ENTRANCE TO COLUMBIA COUNTY
 RD0597'FAIR GROUNDS, 36 FEET WEST OF CENTER OF RAILWAY, 230 FEET NORTH OF
 RD0597'RAILWAY MILEAGE 32.  A STANDARD DISK SET IN A CONCRETE POST.  WITNESS
 RD0597'POST SET BY MARK.
 RD0597
 RD0597                          STATION RECOVERY (1988)
 RD0597
 RD0597'RECOVERY NOTE BY US POWER SQUADRON 1988 (WC)
 RD0597'MARK NOT FOUND.
 RD0597
 RD0597                          STATION RECOVERY (2009)
 RD0597
 RD0597'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2009 (JAK)
 RD0597'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0364 ***********************************************************************
 QE0364  DESIGNATION -  B 474
 QE0364  PID         -  QE0364
 QE0364  STATE/COUNTY-  OR/MARION
 QE0364  USGS QUAD   -  SALEM WEST (1986)
 QE0364
 QE0364                         *CURRENT SURVEY CONTROL
 QE0364  ___________________________________________________________________
 QE0364* NAD 83(1986)-  44 55 00.     (N)    123 01 36.     (W)     SCALED    
 QE0364* NAVD 88     -        56.436  (meters)     185.16   (feet)  ADJUSTED  
 QE0364  ___________________________________________________________________
 QE0364  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 QE0364  DYNAMIC HT  -          56.433 (meters)     185.15  (feet)  COMP
 QE0364  MODELED GRAV-     980,566.7   (mgal)                       NAVD 88
 QE0364
 QE0364  VERT ORDER  -  FIRST     CLASS II
 QE0364
 QE0364.The horizontal coordinates were scaled from a topographic map and have
 QE0364.an estimated accuracy of +/- 6 seconds.
 QE0364
 QE0364.The orthometric height was determined by differential leveling
 QE0364.and adjusted in June 1991.
 QE0364
 QE0364.The geoid height was determined by GEOID03.
 QE0364
 QE0364.The dynamic height is computed by dividing the NAVD 88
 QE0364.geopotential number by the normal gravity value computed on the
 QE0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0364.degrees latitude (g = 980.6199 gals.).
 QE0364
 QE0364.The modeled gravity was interpolated from observed gravity values.
 QE0364
 QE0364;                    North         East    Units  Estimated Accuracy
 QE0364;SPC OR N     -   142,020.    2,300,540.      MT  (+/- 180 meters Scaled)
 QE0364
 QE0364                          SUPERSEDED SURVEY CONTROL
 QE0364
 QE0364  NGVD 29 (??/??/92)   55.409  (m)          181.79   (f) ADJ UNCH    1 2
 QE0364
 QE0364.Superseded values are not recommended for survey control.
 QE0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0364.See file dsdata.txt to determine how the superseded data were derived.
 QE0364
 QE0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ978736(NAD 83)
 QE0364_MARKER: DB = BENCH MARK DISK
 QE0364_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QE0364_SP_SET: CULVERT
 QE0364_STAMPING: B 474 1941
 QE0364_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0364_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QE0364+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2007
 QE0364
 QE0364  HISTORY     - Date     Condition        Report By
 QE0364  HISTORY     - 1941     MONUMENTED       CGS
 QE0364  HISTORY     - 1968     MARK NOT FOUND   NGS
 QE0364  HISTORY     - 1981     GOOD             NGS
 QE0364  HISTORY     - 20011103 GOOD             USPSQD
 QE0364  HISTORY     - 20070307 GOOD             USPSQD
 QE0364
 QE0364                          STATION DESCRIPTION
 QE0364
 QE0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 QE0364'1.0 MI S FROM SALEM.
 QE0364'ALONG SOUTHERN PACIFIC COMPANY RAILROAD, 15 FEET WEST OF MAIN TRACK,
 QE0364'21 FEET SOUTH OF EAST-WEST ROAD CROSSING TRACKS, IN CONCRETE HEADWALL.
 QE0364
 QE0364                          STATION RECOVERY (1968)
 QE0364
 QE0364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 QE0364'MARK NOT FOUND.
 QE0364
 QE0364                          STATION RECOVERY (1981)
 QE0364
 QE0364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 QE0364'LOCATED IN SALEM, 56 METERS EAST OF THE CENTERLINE OF PRINGLE RD SE,
 QE0364'8.0 METERS SOUTH OF THE CENTERLINE OF MCGILCHRIST, 3 METERS WEST OF
 QE0364'WEST RAIL OF THE TRACK, 0.35 NORTH OF EAST END OF CONCRETE ABUTMENT,
 QE0364'AND ABOUT 0.4 METER LOWER THAN THE TRACK.
 QE0364
 QE0364                          STATION RECOVERY (2001)
 QE0364
 QE0364'RECOVERY NOTE BY US POWER SQUADRON 2001 (WEW)
 QE0364'RECOVERED IN GOOD CONDITION.
 QE0364
 QE0364                          STATION RECOVERY (2007)
 QE0364
 QE0364'RECOVERY NOTE BY US POWER SQUADRON 2007 (RJH)
 QE0364'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0409 ***********************************************************************
 QE0409  DESIGNATION -  B 475
 QE0409  PID         -  QE0409
 QE0409  STATE/COUNTY-  OR/LINN
 QE0409  USGS QUAD   -  LYONS (1985)
 QE0409
 QE0409                         *CURRENT SURVEY CONTROL
 QE0409  ___________________________________________________________________
 QE0409* NAD 83(1986)-  44 45 26.     (N)    122 32 00.     (W)     SCALED    
 QE0409* NAVD 88     -       237.337  (meters)     778.66   (feet)  ADJUSTED  
 QE0409  ___________________________________________________________________
 QE0409  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 QE0409  DYNAMIC HT  -         237.294 (meters)     778.52  (feet)  COMP
 QE0409  MODELED GRAV-     980,433.6   (mgal)                       NAVD 88
 QE0409
 QE0409  VERT ORDER  -  FIRST     CLASS II
 QE0409
 QE0409.The horizontal coordinates were scaled from a topographic map and have
 QE0409.an estimated accuracy of +/- 6 seconds.
 QE0409
 QE0409.The orthometric height was determined by differential leveling
 QE0409.and adjusted in June 1991.
 QE0409
 QE0409.The geoid height was determined by GEOID03.
 QE0409
 QE0409.The dynamic height is computed by dividing the NAVD 88
 QE0409.geopotential number by the normal gravity value computed on the
 QE0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0409.degrees latitude (g = 980.6199 gals.).
 QE0409
 QE0409.The modeled gravity was interpolated from observed gravity values.
 QE0409
 QE0409;                    North         East    Units  Estimated Accuracy
 QE0409;SPC OR N     -   123,210.    2,339,030.      MT  (+/- 180 meters Scaled)
 QE0409
 QE0409                          SUPERSEDED SURVEY CONTROL
 QE0409
 QE0409  NGVD 29 (??/??/92)  236.276  (m)          775.18   (f) ADJ UNCH    1 2
 QE0409
 QE0409.Superseded values are not recommended for survey control.
 QE0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0409.See file dsdata.txt to determine how the superseded data were derived.
 QE0409
 QE0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ369560(NAD 83)
 QE0409_MARKER: DB = BENCH MARK DISK
 QE0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0409_STAMPING: B 475 1941
 QE0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0409+STABILITY: SURFACE MOTION
 QE0409
 QE0409  HISTORY     - Date     Condition        Report By
 QE0409  HISTORY     - 1941     MONUMENTED       CGS
 QE0409  HISTORY     - 1967     GOOD             NGS
 QE0409  HISTORY     - 1982     MARK NOT FOUND   USGS
 QE0409
 QE0409                          STATION DESCRIPTION
 QE0409
 QE0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 QE0409'3.2 MI W FROM MILL CITY.
 QE0409'ABOUT 3.2 MILES WEST OF MILL CITY, ALONG THE NORTH SANTIAM HWY, 60
 QE0409'FEET WEST OF BRIDGE OVER SMALL CREEK, 40 FEET SOUTH OF HWY.  45 FEET
 QE0409'NORTH OF SOUTHERN PACIFIC COMPANY TRACK.  A STANDARD DISK SET IN A
 QE0409'CONCRETE POST.  WITNESS POST SET BY MARK.
 QE0409
 QE0409                          STATION RECOVERY (1967)
 QE0409
 QE0409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 QE0409'RECOVERED IN GOOD CONDITION.
 QE0409
 QE0409                          STATION RECOVERY (1982)
 QE0409
 QE0409'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 QE0409'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1114 ***********************************************************************
 QD1114  DESIGNATION -  B 476
 QD1114  PID         -  QD1114
 QD1114  STATE/COUNTY-  OR/DESCHUTES
 QD1114  USGS QUAD   -  BLACK BUTTE (1988)
 QD1114
 QD1114                         *CURRENT SURVEY CONTROL
 QD1114  ___________________________________________________________________
 QD1114* NAD 83(1986)-  44 22 41.     (N)    121 38 55.     (W)     SCALED    
 QD1114* NAVD 88     -      1026.561  (meters)    3367.98   (feet)  ADJUSTED  
 QD1114  ___________________________________________________________________
 QD1114  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 QD1114  DYNAMIC HT  -        1026.200 (meters)    3366.79  (feet)  COMP
 QD1114  MODELED GRAV-     980,231.1   (mgal)                       NAVD 88
 QD1114
 QD1114  VERT ORDER  -  FIRST     CLASS II
 QD1114
 QD1114.The horizontal coordinates were scaled from a topographic map and have
 QD1114.an estimated accuracy of +/- 6 seconds.
 QD1114
 QD1114.The orthometric height was determined by differential leveling
 QD1114.and adjusted in June 1991.
 QD1114
 QD1114.The geoid height was determined by GEOID03.
 QD1114
 QD1114.The dynamic height is computed by dividing the NAVD 88
 QD1114.geopotential number by the normal gravity value computed on the
 QD1114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1114.degrees latitude (g = 980.6199 gals.).
 QD1114
 QD1114.The modeled gravity was interpolated from observed gravity values.
 QD1114
 QD1114;                    North         East    Units  Estimated Accuracy
 QD1114;SPC OR S     -   301,840.    1,408,450.      MT  (+/- 180 meters Scaled)
 QD1114
 QD1114                          SUPERSEDED SURVEY CONTROL
 QD1114
 QD1114  NGVD 29 (??/??/92) 1025.383  (m)         3364.11   (f) ADJ UNCH    1 2
 QD1114
 QD1114.Superseded values are not recommended for survey control.
 QD1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1114.See file dsdata.txt to determine how the superseded data were derived.
 QD1114
 QD1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ076147(NAD 83)
 QD1114_MARKER: DB = BENCH MARK DISK
 QD1114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD1114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QD1114_STAMPING: B 476 1941
 QD1114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD1114+STABILITY: SURFACE MOTION
 QD1114
 QD1114  HISTORY     - Date     Condition        Report By
 QD1114  HISTORY     - 1941     MONUMENTED       CGS
 QD1114  HISTORY     - 1958     GOOD             USGS
 QD1114
 QD1114                          STATION DESCRIPTION
 QD1114
 QD1114'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 QD1114'8.7 MI W FROM SISTERS.
 QD1114'ABOUT 8.2 MILES WEST OF SISTERS POST OFFICE, ALONG U.S. HIGHWAY NO.
 QD1114'20, 485 FEET EAST OF ENTRANCE TO THE BLACK BUTTE RANCH, 54 FEET SOUTH
 QD1114'OF THE CENTER OF THE HIGHWAY, 2 FEET BELOW ROAD LEVEL.  A STANDARD
 QD1114'DISK SET IN A CONCRETE POST.  WITNESS POST SET BY MARK.  NOTE-- 1300
 QD1114'FT E OF ENTR. TO BLACK BUTTE RANCH.
 QD1114
 QD1114                          STATION RECOVERY (1958)
 QD1114
 QD1114'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 QD1114'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0155 ***********************************************************************
 PC0155  DESIGNATION -  B 477
 PC0155  PID         -  PC0155
 PC0155  STATE/COUNTY-  OR/DOUGLAS
 PC0155  USGS QUAD   -  STEAMBOAT (1997)
 PC0155
 PC0155                         *CURRENT SURVEY CONTROL
 PC0155  ___________________________________________________________________
 PC0155* NAD 83(1986)-  43 18 25.     (N)    122 40 43.     (W)     SCALED    
 PC0155* NAVD 88     -       417.375  (meters)    1369.34   (feet)  ADJUSTED  
 PC0155  ___________________________________________________________________
 PC0155  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 PC0155  DYNAMIC HT  -         417.236 (meters)    1368.88  (feet)  COMP
 PC0155  MODELED GRAV-     980,275.9   (mgal)                       NAVD 88
 PC0155
 PC0155  VERT ORDER  -  FIRST     CLASS II
 PC0155
 PC0155.The horizontal coordinates were scaled from a topographic map and have
 PC0155.an estimated accuracy of +/- 6 seconds.
 PC0155
 PC0155.The orthometric height was determined by differential leveling
 PC0155.and adjusted in June 1991.
 PC0155
 PC0155.The geoid height was determined by GEOID03.
 PC0155
 PC0155.The dynamic height is computed by dividing the NAVD 88
 PC0155.geopotential number by the normal gravity value computed on the
 PC0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0155.degrees latitude (g = 980.6199 gals.).
 PC0155
 PC0155.The modeled gravity was interpolated from observed gravity values.
 PC0155
 PC0155;                    North         East    Units  Estimated Accuracy
 PC0155;SPC OR S     -   184,510.    1,323,280.      MT  (+/- 180 meters Scaled)
 PC0155
 PC0155                          SUPERSEDED SURVEY CONTROL
 PC0155
 PC0155  NGVD 29 (??/??/92)  416.246  (m)         1365.63   (f) ADJ UNCH    1 2
 PC0155
 PC0155.Superseded values are not recommended for survey control.
 PC0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0155.See file dsdata.txt to determine how the superseded data were derived.
 PC0155
 PC0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN260949(NAD 83)
 PC0155_MARKER: DB = BENCH MARK DISK
 PC0155_SETTING: 66 = SET IN ROCK OUTCROP
 PC0155_SP_SET: ROCK POINT
 PC0155_STAMPING: B 477 1941
 PC0155_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PC0155+STABILITY: POSITION/ELEVATION WELL
 PC0155
 PC0155  HISTORY     - Date     Condition        Report By
 PC0155  HISTORY     - 1941     MONUMENTED       CGS
 PC0155  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 PC0155  HISTORY     - 19851101 MARK NOT FOUND   USGS
 PC0155
 PC0155                          STATION DESCRIPTION
 PC0155
 PC0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 PC0155'4.55 MI SE FROM STEAMBOAT.
 PC0155'ABOUT 4.55 MILES SOUTHEAST OF STEAMBOAT BRIDGE, ALONG THE NORTH UMPQUA
 PC0155'HIGHWAY, 180 FEET WEST OF THE GLEN ECHO FOOT BRIDGE, 27 FEET SOUTHWEST
 PC0155'OF CENTER OF ROAD, 2 FEET BELOW ROAD LEVEL ON A ROCK POINT. WITNESS
 PC0155'POST SET BY MARK.
 PC0155
 PC0155                          STATION RECOVERY (1985)
 PC0155
 PC0155'RECOVERY NOTE BY US POWER SQUADRON 1985 (PSM)
 PC0155'MARK NOT FOUND.
 PC0155
 PC0155                          STATION RECOVERY (1985)
 PC0155
 PC0155'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (PSM)
 PC0155'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0818 ***********************************************************************
 QD0818  DESIGNATION -  B 478
 QD0818  PID         -  QD0818
 QD0818  STATE/COUNTY-  OR/DESCHUTES
 QD0818  USGS QUAD   -  BEND (1981)
 QD0818
 QD0818                         *CURRENT SURVEY CONTROL
 QD0818  ___________________________________________________________________
 QD0818* NAD 83(1986)-  44 04 47.     (N)    121 18 18.     (W)     SCALED    
 QD0818* NAVD 88     -      1079.990  (meters)    3543.27   (feet)  ADJUSTED  
 QD0818  ___________________________________________________________________
 QD0818  GEOID HEIGHT-         -20.98  (meters)                     GEOID03
 QD0818  DYNAMIC HT  -        1079.565 (meters)    3541.87  (feet)  COMP
 QD0818  MODELED GRAV-     980,188.3   (mgal)                       NAVD 88
 QD0818
 QD0818  VERT ORDER  -  FIRST     CLASS II
 QD0818
 QD0818.The horizontal coordinates were scaled from a topographic map and have
 QD0818.an estimated accuracy of +/- 6 seconds.
 QD0818
 QD0818.The orthometric height was determined by differential leveling
 QD0818.and adjusted in June 1991.
 QD0818
 QD0818.The geoid height was determined by GEOID03.
 QD0818
 QD0818.The dynamic height is computed by dividing the NAVD 88
 QD0818.geopotential number by the normal gravity value computed on the
 QD0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0818.degrees latitude (g = 980.6199 gals.).
 QD0818
 QD0818.The modeled gravity was interpolated from observed gravity values.
 QD0818
 QD0818;                    North         East    Units  Estimated Accuracy
 QD0818;SPC OR S     -   268,370.    1,435,520.      MT  (+/- 180 meters Scaled)
 QD0818
 QD0818                          SUPERSEDED SURVEY CONTROL
 QD0818
 QD0818  NGVD 29 (??/??/92) 1078.822  (m)         3539.44   (f) ADJ UNCH    1 2
 QD0818
 QD0818.Superseded values are not recommended for survey control.
 QD0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0818.See file dsdata.txt to determine how the superseded data were derived.
 QD0818
 QD0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP357821(NAD 83)
 QD0818_MARKER: DD = SURVEY DISK
 QD0818_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QD0818_SP_SET: PLATFORM
 QD0818_STAMPING: B 478 1941
 QD0818_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0818
 QD0818  HISTORY     - Date     Condition        Report By
 QD0818  HISTORY     - 1941     MONUMENTED       ORDT
 QD0818  HISTORY     - 1941     GOOD             NGS
 QD0818  HISTORY     - 1968     GOOD             NGS
 QD0818  HISTORY     - 19880713 MARK NOT FOUND   NGS
 QD0818
 QD0818                          STATION DESCRIPTION
 QD0818
 QD0818'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QD0818'1.65 MI N FROM BEND.
 QD0818'ABOUT 1.65 MILES NORTH OF BEND ON HWY.  MARK IS LOCATED NORTH OF BEND
 QD0818'ALONG U.S. HWY. NO. 97, 58 FEET WEST OF CENTERLINE OF HIGHWAY, IN
 QD0818'CENTER OF WEST CONCRETE PLATFORM WALL.
 QD0818
 QD0818                          STATION RECOVERY (1968)
 QD0818
 QD0818'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 QD0818'RECOVERED IN GOOD CONDITION.
 QD0818
 QD0818                          STATION RECOVERY (1988)
 QD0818
 QD0818'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QD0818'THE WEIGHT STATION HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0301 ***********************************************************************
 QD0301  DESIGNATION -  B 479
 QD0301  PID         -  QD0301
 QD0301  STATE/COUNTY-  OR/CROOK
 QD0301  USGS QUAD   -  STEARNS BUTTE (1988)
 QD0301
 QD0301                         *CURRENT SURVEY CONTROL
 QD0301  ___________________________________________________________________
 QD0301* NAD 83(1986)-  44 08 41.     (N)    120 49 46.     (W)     SCALED    
 QD0301* NAVD 88     -       913.715  (meters)    2997.75   (feet)  ADJUSTED  
 QD0301  ___________________________________________________________________
 QD0301  GEOID HEIGHT-         -20.43  (meters)                     GEOID03
 QD0301  DYNAMIC HT  -         913.384 (meters)    2996.66  (feet)  COMP
 QD0301  MODELED GRAV-     980,225.9   (mgal)                       NAVD 88
 QD0301
 QD0301  VERT ORDER  -  SECOND    CLASS 0
 QD0301
 QD0301.The horizontal coordinates were scaled from a topographic map and have
 QD0301.an estimated accuracy of +/- 6 seconds.
 QD0301
 QD0301.The orthometric height was determined by differential leveling
 QD0301.and adjusted in June 1991.
 QD0301
 QD0301.The geoid height was determined by GEOID03.
 QD0301
 QD0301.The dynamic height is computed by dividing the NAVD 88
 QD0301.geopotential number by the normal gravity value computed on the
 QD0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0301.degrees latitude (g = 980.6199 gals.).
 QD0301
 QD0301.The modeled gravity was interpolated from observed gravity values.
 QD0301
 QD0301;                    North         East    Units  Estimated Accuracy
 QD0301;SPC OR S     -   275,340.    1,473,640.      MT  (+/- 180 meters Scaled)
 QD0301
 QD0301                          SUPERSEDED SURVEY CONTROL
 QD0301
 QD0301  NGVD 29 (??/??/92)  912.582  (m)         2994.03   (f) ADJ UNCH    2 0
 QD0301
 QD0301.Superseded values are not recommended for survey control.
 QD0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0301.See file dsdata.txt to determine how the superseded data were derived.
 QD0301
 QD0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP736902(NAD 83)
 QD0301_MARKER: DD = SURVEY DISK
 QD0301_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QD0301_SP_SET: CABLE ANCHOR
 QD0301_STAMPING: B 479 1941
 QD0301_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QD0301_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QD0301+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2004
 QD0301
 QD0301  HISTORY     - Date     Condition        Report By
 QD0301  HISTORY     - 1941     MONUMENTED       USGS
 QD0301  HISTORY     - 1941     GOOD             NGS
 QD0301  HISTORY     - 20041104 GOOD             ORBITE
 QD0301
 QD0301                          STATION DESCRIPTION
 QD0301
 QD0301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QD0301'13.5 MI S FROM PRINEVILLE.
 QD0301'MARK IS LOCATED SOUTH OF PRINEVILLE 13.5 MILES ALONG THE CROOKED RIVER
 QD0301'HIGHWAY, 48 FEET EAST OF EAST BANK OF CROOKED RIVER, 100 FEET
 QD0301'NORTHEAST OF U.S.G.S. GAGE HOUSE, ABOUT 162 FEET WEST OF CENTERLINE OF
 QD0301'HIGHWAY, IN EAST CONCRETE ANCHOR OF STEEL CABLE WITH A CARRIAGE
 QD0301'RUNNING ACROSS RIVER.
 QD0301
 QD0301                          STATION RECOVERY (2004)
 QD0301
 QD0301'RECOVERY NOTE BY ORBITECH INC 2004 (SHG)
 QD0301'GAGE HOUSE AND CABLE CARRIAGE ARE NOW GONE. LOCATED IN BLM CAMPGROUND
 QD0301'AREA AT STILLWATER RECREATION SITE.
 QD0301'HANDHELD GPS NAD27 POSITION
 QD0301'44 08'43.0 N
 QD0301'120 49'42.6W
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0065 ***********************************************************************
 PC0065  DESIGNATION -  B 480
 PC0065  PID         -  PC0065
 PC0065  STATE/COUNTY-  OR/DOUGLAS
 PC0065  USGS QUAD   -  FISH CREEK DESERT (1997)
 PC0065
 PC0065                         *CURRENT SURVEY CONTROL
 PC0065  ___________________________________________________________________
 PC0065* NAD 83(1986)-  43 14 08.     (N)    122 23 05.     (W)     SCALED    
 PC0065* NAVD 88     -      1038.192  (meters)    3406.13   (feet)  ADJUSTED  
 PC0065  ___________________________________________________________________
 PC0065  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 PC0065  DYNAMIC HT  -        1037.713 (meters)    3404.56  (feet)  COMP
 PC0065  MODELED GRAV-     980,123.8   (mgal)                       NAVD 88
 PC0065
 PC0065  VERT ORDER  -  FIRST     CLASS II
 PC0065
 PC0065.The horizontal coordinates were scaled from a topographic map and have
 PC0065.an estimated accuracy of +/- 6 seconds.
 PC0065
 PC0065.The orthometric height was determined by differential leveling
 PC0065.and adjusted in June 1991.
 PC0065
 PC0065.The geoid height was determined by GEOID03.
 PC0065
 PC0065.The dynamic height is computed by dividing the NAVD 88
 PC0065.geopotential number by the normal gravity value computed on the
 PC0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0065.degrees latitude (g = 980.6199 gals.).
 PC0065
 PC0065.The modeled gravity was interpolated from observed gravity values.
 PC0065
 PC0065;                    North         East    Units  Estimated Accuracy
 PC0065;SPC OR S     -   176,000.    1,346,940.      MT  (+/- 180 meters Scaled)
 PC0065
 PC0065                          SUPERSEDED SURVEY CONTROL
 PC0065
 PC0065  NGVD 29 (??/??/92) 1036.988  (m)         3402.18   (f) ADJ UNCH    1 2
 PC0065
 PC0065.Superseded values are not recommended for survey control.
 PC0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0065.See file dsdata.txt to determine how the superseded data were derived.
 PC0065
 PC0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN499871(NAD 83)
 PC0065_MARKER: DB = BENCH MARK DISK
 PC0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PC0065_STAMPING: B 480 - 1941
 PC0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0065+STABILITY: SURFACE MOTION
 PC0065
 PC0065  HISTORY     - Date     Condition        Report By
 PC0065  HISTORY     - 1941     MONUMENTED       CGS
 PC0065
 PC0065                          STATION DESCRIPTION
 PC0065
 PC0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 PC0065'5.02 MI E FROM BIG CAMAS.
 PC0065'ABOUT 5.02 MILES EAST OF BIG CAMAS RANGER STATION, ALONG NORTH UMPQUA
 PC0065'HIGHWAY, ON NORTHEAST BANK OF WATSON CREEK, 40 FEET NORTH FROM CENTER
 PC0065'OF BRIDGE, 24 FEET NORTHEAST OF CREEK BANK, 2 FOOT BELOW ROAD LEVEL. A
 PC0065'STANDARD DISK SET IN A CONCRETE POST.  WITNESS POST SET BY MARK.
 PC0065'NOTE-- TURN LEFT ON OLD NORTH UMPQUA HIGHWAY AT SIGN READING 2 WATSON
 PC0065'CR FALLS.  PROCEED 2.0 MILES TO POINT WHERE ROAD CROSSED WATSON CREEK.
 PC0065'(BRIDGE IS OUT.) 40 FEET NORTH OF THE (FOLLOW ORIGINAL DESCRIPTION).
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0384 ***********************************************************************
 QD0384  DESIGNATION -  B 481
 QD0384  PID         -  QD0384
 QD0384  STATE/COUNTY-  OR/CROOK
 QD0384  USGS QUAD   -  PRINEVILLE (1992)
 QD0384
 QD0384                         *CURRENT SURVEY CONTROL
 QD0384  ___________________________________________________________________
 QD0384* NAD 83(1986)-  44 18 16.     (N)    120 47 03.     (W)     SCALED    
 QD0384* NAVD 88     -       900.674  (meters)    2954.96   (feet)  ADJUSTED  
 QD0384  ___________________________________________________________________
 QD0384  GEOID HEIGHT-         -20.39  (meters)                     GEOID03
 QD0384  DYNAMIC HT  -         900.377 (meters)    2953.99  (feet)  COMP
 QD0384  MODELED GRAV-     980,258.6   (mgal)                       NAVD 88
 QD0384
 QD0384  VERT ORDER  -  FIRST     CLASS II
 QD0384
 QD0384.The horizontal coordinates were scaled from a topographic map and have
 QD0384.an estimated accuracy of +/- 6 seconds.
 QD0384
 QD0384.The orthometric height was determined by differential leveling
 QD0384.and adjusted in June 1991.
 QD0384.WARNING-Repeat measurements at this control monument indicate possible
 QD0384.vertical movement.
 QD0384
 QD0384.The geoid height was determined by GEOID03.
 QD0384
 QD0384.The dynamic height is computed by dividing the NAVD 88
 QD0384.geopotential number by the normal gravity value computed on the
 QD0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0384.degrees latitude (g = 980.6199 gals.).
 QD0384
 QD0384.The modeled gravity was interpolated from observed gravity values.
 QD0384
 QD0384;                    North         East    Units  Estimated Accuracy
 QD0384;SPC OR S     -   293,070.    1,477,320.      MT  (+/- 180 meters Scaled)
 QD0384
 QD0384                          SUPERSEDED SURVEY CONTROL
 QD0384
 QD0384  NGVD 29 (??/??/92)  899.563  (m)         2951.32   (f) ADJ UNCH    1 2
 QD0384
 QD0384.Superseded values are not recommended for survey control.
 QD0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0384.See file dsdata.txt to determine how the superseded data were derived.
 QD0384
 QD0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ767080(NAD 83)
 QD0384_MARKER: DB = BENCH MARK DISK
 QD0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD0384_SP_SET: CONCRETE POST
 QD0384_STAMPING: B 481 1941
 QD0384_MARK LOGO: CGS   
 QD0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0384+STABILITY: SURFACE MOTION
 QD0384_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QD0384+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2006
 QD0384
 QD0384  HISTORY     - Date     Condition        Report By
 QD0384  HISTORY     - 1941     MONUMENTED       CGS
 QD0384  HISTORY     - 19880718 GOOD             NGS
 QD0384  HISTORY     - 20061206 GOOD             ORBITE
 QD0384
 QD0384                          STATION DESCRIPTION
 QD0384
 QD0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 QD0384'3.15 MI E FROM PRINEVILLE.
 QD0384'ABOUT 3.15 MILES EAST OF THE JUNCTION AT 2ND AND MAIN IN PRINEVILLE,
 QD0384'ALONG THE OCHOCO HIGHWAY, 54 FEET WEST OF THE NORTHWEST CORAL FENCE
 QD0384'CORNER IN THE PILOT BUTTE HEREFORD RANCH, 54 FEET SOUTH OF THE CENTER
 QD0384'OF THE HIGHWAY, 1 FOOT NORTH OF THE FENCE.  A STANDARD DISK SET IN A
 QD0384'CONCRETE POST.  WITNESS POST SET BY MARK.
 QD0384
 QD0384                          STATION RECOVERY (1988)
 QD0384
 QD0384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QD0384'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  ADD--0.3 M
 QD0384'(1.0 FT) WEST OF A WITNESS POST.  NOTE--THE HIGHWAY IS NOW U.S.
 QD0384'HIGHWAY 26.
 QD0384
 QD0384                          STATION RECOVERY (2006)
 QD0384
 QD0384'RECOVERY NOTE BY ORBITECH INC 2006 (SHG)
 QD0384'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0316 ***********************************************************************
 QD0316  DESIGNATION -  B 482
 QD0316  PID         -  QD0316
 QD0316  STATE/COUNTY-  OR/CROOK
 QD0316  USGS QUAD   -  ALKALI FLAT (1990)
 QD0316
 QD0316                         *CURRENT SURVEY CONTROL
 QD0316  ___________________________________________________________________
 QD0316* NAD 83(1986)-  44 06 26.     (N)    120 44 47.     (W)     SCALED    
 QD0316* NAVD 88     -       951.580  (meters)    3121.98   (feet)  ADJUSTED  
 QD0316  ___________________________________________________________________
 QD0316  GEOID HEIGHT-         -20.19  (meters)                     GEOID03
 QD0316  DYNAMIC HT  -         951.238 (meters)    3120.85  (feet)  COMP
 QD0316  MODELED GRAV-     980,227.4   (mgal)                       NAVD 88
 QD0316
 QD0316  VERT ORDER  -  SECOND    CLASS 0
 QD0316
 QD0316.The horizontal coordinates were scaled from a topographic map and have
 QD0316.an estimated accuracy of +/- 6 seconds.
 QD0316
 QD0316.The orthometric height was determined by differential leveling
 QD0316.and adjusted in June 1991.
 QD0316
 QD0316.The geoid height was determined by GEOID03.
 QD0316
 QD0316.The dynamic height is computed by dividing the NAVD 88
 QD0316.geopotential number by the normal gravity value computed on the
 QD0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0316.degrees latitude (g = 980.6199 gals.).
 QD0316
 QD0316.The modeled gravity was interpolated from observed gravity values.
 QD0316
 QD0316;                    North         East    Units  Estimated Accuracy
 QD0316;SPC OR S     -   271,150.    1,480,270.      MT  (+/- 180 meters Scaled)
 QD0316
 QD0316                          SUPERSEDED SURVEY CONTROL
 QD0316
 QD0316  NGVD 29 (??/??/92)  950.457  (m)         3118.29   (f) ADJ UNCH    2 0
 QD0316
 QD0316.Superseded values are not recommended for survey control.
 QD0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0316.See file dsdata.txt to determine how the superseded data were derived.
 QD0316
 QD0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP803862(NAD 83)
 QD0316_MARKER: DB = BENCH MARK DISK
 QD0316_SETTING: 80 = SET IN A BOULDER
 QD0316_SP_SET: BOULDER
 QD0316_STAMPING: B 482 1941
 QD0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0316+STABILITY: SURFACE MOTION
 QD0316
 QD0316  HISTORY     - Date     Condition        Report By
 QD0316  HISTORY     - 1941     MONUMENTED       CGS
 QD0316  HISTORY     - 19860422 MARK NOT FOUND   USPSQD
 QD0316
 QD0316                          STATION DESCRIPTION
 QD0316
 QD0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 QD0316'22.75 MI SE FROM PRINEVILLE.
 QD0316'ABOUT 22.75 MILES SOUTHEAST OF PRINEVILLE, ALONG THE CROOKED RIVER
 QD0316'HIGHWAY, ABOUT 0.80 MILE EAST OF THE BEAR CREEK BRIDGE, 125 FEET
 QD0316'NORTHEAST OF THE SOUTHERN END OF A BLIND CURVE TO THE RIGHT, 40 FEET
 QD0316'NORTH OF THE CENTER OF THE ROAD, 8 FEET BELOW ROAD LEVEL IN A 3 FT. X
 QD0316'4 FT. BOULDER.  WITNESS POST SET BY MARK.
 QD0316
 QD0316                          STATION RECOVERY (1986)
 QD0316
 QD0316'RECOVERY NOTE BY US POWER SQUADRON 1986 (CDL)
 QD0316'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0401 ***********************************************************************
 QC0401  DESIGNATION -  B 483
 QC0401  PID         -  QC0401
 QC0401  STATE/COUNTY-  OR/CROOK
 QC0401  USGS QUAD   -  PAULINA (1992)
 QC0401
 QC0401                         *CURRENT SURVEY CONTROL
 QC0401  ___________________________________________________________________
 QC0401* NAD 83(1986)-  44 08 01.     (N)    119 56 31.     (W)     SCALED    
 QC0401* NAVD 88     -      1127.358  (meters)    3698.67   (feet)  ADJUSTED  
 QC0401  ___________________________________________________________________
 QC0401  GEOID HEIGHT-         -19.20  (meters)                     GEOID03
 QC0401  DYNAMIC HT  -        1126.922 (meters)    3697.24  (feet)  COMP
 QC0401  MODELED GRAV-     980,192.8   (mgal)                       NAVD 88
 QC0401
 QC0401  VERT ORDER  -  FIRST     CLASS II
 QC0401
 QC0401.The horizontal coordinates were scaled from a topographic map and have
 QC0401.an estimated accuracy of +/- 6 seconds.
 QC0401
 QC0401.The orthometric height was determined by differential leveling
 QC0401.and adjusted in June 1991.
 QC0401
 QC0401.The geoid height was determined by GEOID03.
 QC0401
 QC0401.The dynamic height is computed by dividing the NAVD 88
 QC0401.geopotential number by the normal gravity value computed on the
 QC0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0401.degrees latitude (g = 980.6199 gals.).
 QC0401
 QC0401.The modeled gravity was interpolated from observed gravity values.
 QC0401
 QC0401;                    North         East    Units  Estimated Accuracy
 QC0401;SPC OR S     -   274,200.    1,544,660.      MT  (+/- 180 meters Scaled)
 QC0401
 QC0401                          SUPERSEDED SURVEY CONTROL
 QC0401
 QC0401  NGVD 29 (??/??/92) 1126.201  (m)         3694.88   (f) ADJ UNCH    1 2
 QC0401
 QC0401.Superseded values are not recommended for survey control.
 QC0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0401.See file dsdata.txt to determine how the superseded data were derived.
 QC0401
 QC0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKJ646909(NAD 83)
 QC0401_MARKER: DB = BENCH MARK DISK
 QC0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QC0401_STAMPING: B 483 1941
 QC0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0401+STABILITY: SURFACE MOTION
 QC0401
 QC0401  HISTORY     - Date     Condition        Report By
 QC0401  HISTORY     - 1941     MONUMENTED       CGS
 QC0401  HISTORY     - 1941     GOOD             NGS
 QC0401
 QC0401                          STATION DESCRIPTION
 QC0401
 QC0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 QC0401'1.0 MI SE FROM PAULINA.
 QC0401'ABOUT 1.0 MILE SOUTHEAST OF THE STORE AT PAULINA, ALONG THE ROAD TO
 QC0401'BURNS, 57 FEET EAST OF A LINE FENCE AND PRIVATE ROAD ENTRANCE, 27 FEET
 QC0401'WEST OF THE CENTER OF ROAD, 2 FEET FROM FENCE.  A STANDARD DISK SET IN
 QC0401'A CONCRETE POST.  WITNESS POST SET BY MARK.
 QC0401
 QC0401                          STATION RECOVERY (1941)
 QC0401
 QC0401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 QC0401'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC0366 ***********************************************************************
 SC0366  DESIGNATION -  B 484
 SC0366  PID         -  SC0366
 SC0366  STATE/COUNTY-  OR/COLUMBIA
 SC0366  USGS QUAD   -  OAK POINT (1985)
 SC0366
 SC0366                         *CURRENT SURVEY CONTROL
 SC0366  ___________________________________________________________________
 SC0366* NAD 83(1986)-  46 09 34.     (N)    123 08 52.     (W)     SCALED    
 SC0366* NAVD 88     -         6.358  (meters)      20.86   (feet)  ADJUSTED  
 SC0366  ___________________________________________________________________
 SC0366  GEOID HEIGHT-         -20.98  (meters)                     GEOID03
 SC0366  DYNAMIC HT  -           6.359 (meters)      20.86  (feet)  COMP
 SC0366  MODELED GRAV-     980,764.1   (mgal)                       NAVD 88
 SC0366
 SC0366  VERT ORDER  -  FIRST     CLASS II
 SC0366
 SC0366.The horizontal coordinates were scaled from a topographic map and have
 SC0366.an estimated accuracy of +/- 6 seconds.
 SC0366
 SC0366.The orthometric height was determined by differential leveling
 SC0366.and adjusted in June 1991.
 SC0366
 SC0366.The geoid height was determined by GEOID03.
 SC0366
 SC0366.The dynamic height is computed by dividing the NAVD 88
 SC0366.geopotential number by the normal gravity value computed on the
 SC0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0366.degrees latitude (g = 980.6199 gals.).
 SC0366
 SC0366.The modeled gravity was interpolated from observed gravity values.
 SC0366
 SC0366;                    North         East    Units  Estimated Accuracy
 SC0366;SPC OR N     -   280,370.    2,295,510.      MT  (+/- 180 meters Scaled)
 SC0366
 SC0366                          SUPERSEDED SURVEY CONTROL
 SC0366
 SC0366  NGVD 29 (??/??/92)    5.362  (m)           17.59   (f) ADJ UNCH    1 2
 SC0366
 SC0366.Superseded values are not recommended for survey control.
 SC0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0366.See file dsdata.txt to determine how the superseded data were derived.
 SC0366
 SC0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS885117(NAD 83)
 SC0366_MARKER: DB = BENCH MARK DISK
 SC0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0366_SP_SET: CONCRETE POST
 SC0366_STAMPING: B 484 1941
 SC0366_MARK LOGO: CGS   
 SC0366_PROJECTION: PROJECTING 5 CENTIMETERS
 SC0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0366+STABILITY: SURFACE MOTION
 SC0366
 SC0366  HISTORY     - Date     Condition        Report By
 SC0366  HISTORY     - 1941     MONUMENTED       CGS
 SC0366  HISTORY     - 1952     GOOD             USGS
 SC0366  HISTORY     - 1987     GOOD             NGS
 SC0366  HISTORY     - 20040430 MARK NOT FOUND   USACE
 SC0366
 SC0366                          STATION DESCRIPTION
 SC0366
 SC0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 SC0366'IN LOCODA.
 SC0366'ALONG THE SPOKANE, PORTLAND AND SEATTLE RAILROAD, ABOUT 12 FEET SOUTH
 SC0366'OF THE LOCODA DEPOT.  ABOUT 18 FEET EAST OF THE CENTERLINE OF THE
 SC0366'RAILROAD TRACKS AND ABOUT 12 FEET NORTH OF THE CENTERLINE OF THE
 SC0366'COUNTY ROAD LEADING TO LOCODA.  ABOUT 2 FEET BELOW THE LEVEL OF THE
 SC0366'ROAD AND RAILROAD.
 SC0366
 SC0366                          STATION RECOVERY (1952)
 SC0366
 SC0366'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 SC0366'RECOVERED IN GOOD CONDITION.
 SC0366
 SC0366                          STATION RECOVERY (1987)
 SC0366
 SC0366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SC0366'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  0.5 KM
 SC0366'(0.30 MI) NORTHEAST ALONG STATE HIGHWAY 433 FROM THE JUNCTION OF U.S.
 SC0366'HIGHWAY 30 AT THE WEST EDGE OF RAINIER, THENCE 16.9 KM (10.50 MI)
 SC0366'NORTHWESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD, 11.0 M (36.1
 SC0366'FT) NORTHEAST OF THE CENTERLINE OF KALLUNK ROAD, AND 4.9 M (16.1 FT)
 SC0366'SOUTHEAST OF THE NEAR RAIL.  NOTE--NOT LEVELED TO THIS SURVEY.
 SC0366'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 SC0366'THE MARK IS 0.3 M BELOW THE TRACKS.
 SC0366
 SC0366                          STATION RECOVERY (2004)
 SC0366
 SC0366'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DAH)
 SC0366'THE AREA HAS BEEN DISTURBED BY ROAD CONSTRUCTION
 SC0366'THE MARK MAY STILL BE THERE BUT AFTER A ONE HOUR SEARCH WE COULD NOT
 SC0366'LOCATE IT.
 SC0366'WE SURVEYED FROM THIS BENCH IN 1956 AND 1974 AND FOUND SETTLEMENT OF
 SC0366'.3'. WE'VE  SET A NEW MARK WITH NAD83/98 XY AND NAVD88 ELEVATION
 SC0366'=/-200'NTH'LY
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0081 ***********************************************************************
 RD0081  DESIGNATION -  B 485
 RD0081  PID         -  RD0081
 RD0081  STATE/COUNTY-  OR/MULTNOMAH
 RD0081  USGS QUAD   -  BRIDAL VEIL (1994)
 RD0081
 RD0081                         *CURRENT SURVEY CONTROL
 RD0081  ___________________________________________________________________
 RD0081* NAD 83(1986)-  45 32 53.     (N)    122 11 46.     (W)     SCALED    
 RD0081* NAVD 88     -        13.579  (meters)      44.55   (feet)  ADJUSTED  
 RD0081  ___________________________________________________________________
 RD0081  GEOID HEIGHT-         -22.27  (meters)                     GEOID03
 RD0081  DYNAMIC HT  -          13.578 (meters)      44.55  (feet)  COMP
 RD0081  MODELED GRAV-     980,587.4   (mgal)                       NAVD 88
 RD0081
 RD0081  VERT ORDER  -  FIRST     CLASS II
 RD0081
 RD0081.The horizontal coordinates were scaled from a topographic map and have
 RD0081.an estimated accuracy of +/- 6 seconds.
 RD0081
 RD0081.The orthometric height was determined by differential leveling
 RD0081.and adjusted in June 1991.
 RD0081.WARNING-Repeat measurements at this control monument indicate possible
 RD0081.vertical movement.
 RD0081
 RD0081.The geoid height was determined by GEOID03.
 RD0081
 RD0081.The dynamic height is computed by dividing the NAVD 88
 RD0081.geopotential number by the normal gravity value computed on the
 RD0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0081.degrees latitude (g = 980.6199 gals.).
 RD0081
 RD0081.The modeled gravity was interpolated from observed gravity values.
 RD0081
 RD0081;                    North         East    Units  Estimated Accuracy
 RD0081;SPC OR N     -   210,460.    2,367,570.      MT  (+/- 180 meters Scaled)
 RD0081
 RD0081                          SUPERSEDED SURVEY CONTROL
 RD0081
 RD0081  NGVD 29 (??/??/92)   12.563  (m)           41.22   (f) ADJ UNCH    1 2
 RD0081
 RD0081.Superseded values are not recommended for survey control.
 RD0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0081.See file dsdata.txt to determine how the superseded data were derived.
 RD0081
 RD0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER627441(NAD 83)
 RD0081_MARKER: DB = BENCH MARK DISK
 RD0081_SETTING: 80 = SET IN A BOULDER
 RD0081_SP_SET: BOULDER
 RD0081_STAMPING: B 485 1941
 RD0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0081+STABILITY: SURFACE MOTION
 RD0081
 RD0081  HISTORY     - Date     Condition        Report By
 RD0081  HISTORY     - 1941     MONUMENTED       CGS
 RD0081  HISTORY     - 1956     GOOD             NGS
 RD0081  HISTORY     - 1987     MARK NOT FOUND   NGS
 RD0081
 RD0081                          STATION DESCRIPTION
 RD0081
 RD0081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 RD0081'1.2 MI SW FROM BRIDAL VEIL.
 RD0081'1.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 30 FROM THE UNION PACIFIC
 RD0081'RAILROAD STATION AT BRIDAL VEIL, THENCE 0.1 MILE SOUTH ACROSS COUNTRY,
 RD0081'IN T 1 N - R 5 E, ALONG THE UNION PACIFIC RAILROAD, 0.1 MILE SOUTH OF
 RD0081'DELL AZI., 3 1/2 POLES NORTHEAST OF MILEPOLE 25, 6 1/2 RAILS NORTHEAST
 RD0081'OF SEMAPHORE 250, 41.8 FEET SOUTH OF A 2- INCH IRON POLE SUPPORTING A
 RD0081'100 CARS SIGN, 5.7 FEET SOUTHEAST OF THE SOUTHEAST RAIL, ABOUT 1 FOOT
 RD0081'LOWER THAN THE TOP OF THE RAIL, AND SET IN THE TOP OF A 1-BY 3-FOOT
 RD0081'BOULDER FLUSH WITH THE GROUND.
 RD0081
 RD0081                          STATION RECOVERY (1987)
 RD0081
 RD0081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD0081'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0074 ***********************************************************************
 RB0074  DESIGNATION -  B 486
 RB0074  PID         -  RB0074
 RB0074  STATE/COUNTY-  OR/UMATILLA
 RB0074  USGS QUAD   -  DUNCAN (1995)
 RB0074
 RB0074                         *CURRENT SURVEY CONTROL
 RB0074  ___________________________________________________________________
 RB0074* NAD 83(1986)-  45 33 39.     (N)    118 18 56.     (W)     SCALED    
 RB0074* NAVD 88     -       705.287  (meters)    2313.93   (feet)  ADJUSTED  
 RB0074  ___________________________________________________________________
 RB0074  GEOID HEIGHT-         -18.71  (meters)                     GEOID03
 RB0074  DYNAMIC HT  -         705.145 (meters)    2313.46  (feet)  COMP
 RB0074  MODELED GRAV-     980,392.5   (mgal)                       NAVD 88
 RB0074
 RB0074  VERT ORDER  -  FIRST     CLASS II
 RB0074
 RB0074.The horizontal coordinates were scaled from a topographic map and have
 RB0074.an estimated accuracy of +/- 6 seconds.
 RB0074
 RB0074.The orthometric height was determined by differential leveling
 RB0074.and adjusted in June 1991.
 RB0074
 RB0074.The geoid height was determined by GEOID03.
 RB0074
 RB0074.The dynamic height is computed by dividing the NAVD 88
 RB0074.geopotential number by the normal gravity value computed on the
 RB0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0074.degrees latitude (g = 980.6199 gals.).
 RB0074
 RB0074.The modeled gravity was interpolated from observed gravity values.
 RB0074
 RB0074;                    North         East    Units  Estimated Accuracy
 RB0074;SPC OR N     -   212,790.    2,670,510.      MT  (+/- 180 meters Scaled)
 RB0074
 RB0074                          SUPERSEDED SURVEY CONTROL
 RB0074
 RB0074  NGVD 29 (??/??/92)  704.225  (m)         2310.44   (f) ADJ UNCH    1 2
 RB0074
 RB0074.Superseded values are not recommended for survey control.
 RB0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0074.See file dsdata.txt to determine how the superseded data were derived.
 RB0074
 RB0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL973460(NAD 83)
 RB0074_MARKER: DB = BENCH MARK DISK
 RB0074_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RB0074_SP_SET: FOUNDATION
 RB0074_STAMPING: B 486 1941
 RB0074_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RB0074
 RB0074  HISTORY     - Date     Condition        Report By
 RB0074  HISTORY     - 1941     MONUMENTED       CGS
 RB0074  HISTORY     - 1951     GOOD             NGS
 RB0074
 RB0074                          STATION DESCRIPTION
 RB0074
 RB0074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 RB0074'IN DUNCAN.
 RB0074'AT DUNCAN, AT THE STEEL WATER TANK, AND SET IN TOP OF THE EAST CORNER
 RB0074'OF THE NORTH CONCRETE FOUNDATION OF THE PUMPHOUSE, 18.2 FEET SOUTHWEST
 RB0074'OF THE SOUTHWEST RAIL, AND ABOUT 1 FOOT HIGHER THAN THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0641 ***********************************************************************
 PC0641  DESIGNATION -  B 487
 PC0641  PID         -  PC0641
 PC0641  STATE/COUNTY-  OR/DOUGLAS
 PC0641  USGS QUAD   -  PUMICE DESERT EAST (1985)
 PC0641
 PC0641                         *CURRENT SURVEY CONTROL
 PC0641  ___________________________________________________________________
 PC0641* NAD 83(1986)-  43 05 15.     (N)    122 05 42.     (W)     SCALED    
 PC0641* NAVD 88     -      1799.980  (meters)    5905.43   (feet)  ADJUSTED  
 PC0641  ___________________________________________________________________
 PC0641  GEOID HEIGHT-         -21.58  (meters)                     GEOID03
 PC0641  DYNAMIC HT  -        1798.871 (meters)    5901.80  (feet)  COMP
 PC0641  MODELED GRAV-     979,939.6   (mgal)                       NAVD 88
 PC0641
 PC0641  VERT ORDER  -  FIRST     CLASS II
 PC0641
 PC0641.The horizontal coordinates were scaled from a topographic map and have
 PC0641.an estimated accuracy of +/- 6 seconds.
 PC0641
 PC0641.The orthometric height was determined by differential leveling
 PC0641.and adjusted in June 1991.
 PC0641
 PC0641.The geoid height was determined by GEOID03.
 PC0641
 PC0641.The dynamic height is computed by dividing the NAVD 88
 PC0641.geopotential number by the normal gravity value computed on the
 PC0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0641.degrees latitude (g = 980.6199 gals.).
 PC0641
 PC0641.The modeled gravity was interpolated from observed gravity values.
 PC0641
 PC0641;                    North         East    Units  Estimated Accuracy
 PC0641;SPC OR S     -   159,070.    1,370,150.      MT  (+/- 180 meters Scaled)
 PC0641
 PC0641                          SUPERSEDED SURVEY CONTROL
 PC0641
 PC0641  NGVD 29 (??/??/92) 1798.607  (m)         5900.93   (f) ADJ UNCH    1 2
 PC0641
 PC0641.Superseded values are not recommended for survey control.
 PC0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0641.See file dsdata.txt to determine how the superseded data were derived.
 PC0641
 PC0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN736709(NAD 83)
 PC0641_MARKER: DB = BENCH MARK DISK
 PC0641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0641_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PC0641_STAMPING: B 487 1941
 PC0641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0641+STABILITY: SURFACE MOTION
 PC0641
 PC0641  HISTORY     - Date     Condition        Report By
 PC0641  HISTORY     - 1941     MONUMENTED       CGS
 PC0641
 PC0641                          STATION DESCRIPTION
 PC0641
 PC0641'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 PC0641'13.8 MI W FROM DIAMOND-CRATER LAKE JCT.
 PC0641'ALONG STATE HIGHWAY 230, 13.8 MILES WEST OF JUNCTION WITH U. S.
 PC0641'HIGHWAY 97, 0.1 MILE WEST OF CASCADE SUMMIT, AT SURVEY STATION 720 00,
 PC0641'32 FEET NORTH OF CENTER OF HIGHWAY, WITNESS POST MARKED USBM.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0642 ***********************************************************************
 PC0642  DESIGNATION -  B 487 RESET
 PC0642  PID         -  PC0642
 PC0642  STATE/COUNTY-  OR/DOUGLAS
 PC0642  USGS QUAD   -  PUMICE DESERT EAST (1985)
 PC0642
 PC0642                         *CURRENT SURVEY CONTROL
 PC0642  ___________________________________________________________________
 PC0642* NAD 83(1986)-  43 05 15.     (N)    122 05 42.     (W)     SCALED    
 PC0642* NAVD 88     -      1799.55   (meters)    5904.0    (feet)  RESET     
 PC0642  ___________________________________________________________________
 PC0642  GEOID HEIGHT-         -21.58  (meters)                     GEOID03
 PC0642  VERT ORDER  -  THIRD
 PC0642
 PC0642.The horizontal coordinates were scaled from a topographic map and have
 PC0642.an estimated accuracy of +/- 6 seconds.
 PC0642
 PC0642.The orthometric height was computed from unverified reset data.
 PC0642
 PC0642.The geoid height was determined by GEOID03.
 PC0642
 PC0642;                    North         East    Units  Estimated Accuracy
 PC0642;SPC OR S     -   159,070.    1,370,150.      MT  (+/- 180 meters Scaled)
 PC0642
 PC0642                          SUPERSEDED SURVEY CONTROL
 PC0642
 PC0642.No superseded survey control is available for this station.
 PC0642
 PC0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN736709(NAD 83)
 PC0642_MARKER: DB = BENCH MARK DISK
 PC0642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0642_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PC0642_STAMPING: B 487 RESET 1961
 PC0642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0642+STABILITY: SURFACE MOTION
 PC0642
 PC0642  HISTORY     - Date     Condition        Report By
 PC0642  HISTORY     - 1961     MONUMENTED       CGS
 PC0642
 PC0642                          STATION DESCRIPTION
 PC0642
 PC0642'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 PC0642'4.0 MI S FROM BEAVER MARSH.
 PC0642'FROM BEAVER MARSH GO SOUTH ON U.S. HIGHWAY 97 FOR ABOUT 4 MILES TO THE
 PC0642'JUNCTION WITH STATE HIGHWAY 230, GO WEST ON STATE HIGHWAY 230 FOR 13.8
 PC0642'MILES, ABOUT 0.1 MILE WEST OF THE CREST OF A RIDGE, AT SURVEY STATION
 PC0642'720X00, 67 FEET NORTH OF THE CENTER OF THE HIGHWAY, 34 FEET NORTH OF
 PC0642'THE LOCATION OF THE ORIGINAL MARK, 1 FOOT EAST OF METAL WITNESS POST,
 PC0642'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE
 PC0642'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0785 ***********************************************************************
 RA0785  DESIGNATION -  B 488
 RA0785  PID         -  RA0785
 RA0785  STATE/COUNTY-  OR/UNION
 RA0785  USGS QUAD   -  UNION (1994)
 RA0785
 RA0785                         *CURRENT SURVEY CONTROL
 RA0785  ___________________________________________________________________
 RA0785* NAD 83(1986)-  45 07 56.     (N)    117 51 12.     (W)     SCALED    
 RA0785* NAVD 88     -       999.992  (meters)    3280.81   (feet)  ADJUSTED  
 RA0785  ___________________________________________________________________
 RA0785  GEOID HEIGHT-         -17.13  (meters)                     GEOID03
 RA0785  DYNAMIC HT  -         999.711 (meters)    3279.89  (feet)  COMP
 RA0785  MODELED GRAV-     980,301.3   (mgal)                       NAVD 88
 RA0785
 RA0785  VERT ORDER  -  FIRST     CLASS II
 RA0785
 RA0785.The horizontal coordinates were scaled from a topographic map and have
 RA0785.an estimated accuracy of +/- 6 seconds.
 RA0785
 RA0785.The orthometric height was determined by differential leveling
 RA0785.and adjusted in June 1991.
 RA0785
 RA0785.The geoid height was determined by GEOID03.
 RA0785
 RA0785.The dynamic height is computed by dividing the NAVD 88
 RA0785.geopotential number by the normal gravity value computed on the
 RA0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0785.degrees latitude (g = 980.6199 gals.).
 RA0785
 RA0785.The modeled gravity was interpolated from observed gravity values.
 RA0785
 RA0785;                    North         East    Units  Estimated Accuracy
 RA0785;SPC OR N     -   166,260.    2,708,140.      MT  (+/- 180 meters Scaled)
 RA0785
 RA0785                          SUPERSEDED SURVEY CONTROL
 RA0785
 RA0785  NGVD 29 (??/??/92)  998.875  (m)         3277.14   (f) ADJ UNCH    1 2
 RA0785
 RA0785.Superseded values are not recommended for survey control.
 RA0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0785.See file dsdata.txt to determine how the superseded data were derived.
 RA0785
 RA0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK328979(NAD 83)
 RA0785_MARKER: DB = BENCH MARK DISK
 RA0785_SETTING: 66 = SET IN ROCK OUTCROP
 RA0785_SP_SET: FLAT ROCK
 RA0785_STAMPING: B 488 1941
 RA0785_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA0785+STABILITY: POSITION/ELEVATION WELL
 RA0785
 RA0785  HISTORY     - Date     Condition        Report By
 RA0785  HISTORY     - 1941     MONUMENTED       CGS
 RA0785
 RA0785                          STATION DESCRIPTION
 RA0785
 RA0785'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 RA0785'2.7 MI NW FROM TELOCASET.
 RA0785'ABOUT 2.7 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM
 RA0785'TELOCASET, UNION COUNTY, OPPOSITE THE SIXTH POLE NORTHWEST OF MILEPOST
 RA0785'310, ABOUT 150 FEET SOUTHEAST OF THE EAST END OF A CURVE, 65 FEET
 RA0785'SOUTHWEST OF THE CENTER LINE OF THE TRACK, 21 FEET NORTHEAST OF THE
 RA0785'TRACK, IN THE TOP OF A FLAT ROCK, 15 FEET HIGHER THAN THE TRACK, AND
 RA0785'NEAR A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED B 488
 RA0785'1941.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0928 ***********************************************************************
 QB0928  DESIGNATION -  B 489
 QB0928  PID         -  QB0928
 QB0928  STATE/COUNTY-  OR/BAKER
 QB0928  USGS QUAD   -  OXMAN (1994)
 QB0928
 QB0928                         *CURRENT SURVEY CONTROL
 QB0928  ___________________________________________________________________
 QB0928* NAD 83(1986)-  44 40 01.     (N)    117 37 06.     (W)     SCALED    
 QB0928* NAVD 88     -      1126.943  (meters)    3697.31   (feet)  ADJUSTED  
 QB0928  ___________________________________________________________________
 QB0928  GEOID HEIGHT-         -16.91  (meters)                     GEOID03
 QB0928  DYNAMIC HT  -        1126.553 (meters)    3696.03  (feet)  COMP
 QB0928  MODELED GRAV-     980,232.3   (mgal)                       NAVD 88
 QB0928
 QB0928  VERT ORDER  -  FIRST     CLASS II
 QB0928
 QB0928.The horizontal coordinates were scaled from a topographic map and have
 QB0928.an estimated accuracy of +/- 6 seconds.
 QB0928
 QB0928.The orthometric height was determined by differential leveling
 QB0928.and adjusted in June 1991.
 QB0928
 QB0928.The geoid height was determined by GEOID03.
 QB0928
 QB0928.The dynamic height is computed by dividing the NAVD 88
 QB0928.geopotential number by the normal gravity value computed on the
 QB0928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0928.degrees latitude (g = 980.6199 gals.).
 QB0928
 QB0928.The modeled gravity was interpolated from observed gravity values.
 QB0928
 QB0928;                    North         East    Units  Estimated Accuracy
 QB0928;SPC OR N     -   115,230.    2,728,460.      MT  (+/- 180 meters Scaled)
 QB0928
 QB0928                          SUPERSEDED SURVEY CONTROL
 QB0928
 QB0928  NGVD 29 (??/??/92) 1125.791  (m)         3693.53   (f) ADJ UNCH    1 2
 QB0928
 QB0928.Superseded values are not recommended for survey control.
 QB0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0928.See file dsdata.txt to determine how the superseded data were derived.
 QB0928
 QB0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK509461(NAD 83)
 QB0928_MARKER: DB = BENCH MARK DISK
 QB0928_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QB0928_SP_SET: CULVERT
 QB0928_STAMPING: B 489 1941
 QB0928_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB0928
 QB0928  HISTORY     - Date     Condition        Report By
 QB0928  HISTORY     - 1941     MONUMENTED       CGS
 QB0928  HISTORY     - 1967     MARK NOT FOUND   USGS
 QB0928
 QB0928                          STATION DESCRIPTION
 QB0928
 QB0928'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 QB0928'0.9 MI SE FROM PLEASANT VALLEY.
 QB0928'ABOUT 0.9 MILE SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM
 QB0928'PLEASANT VALLEY, BAKER COUNTY, AT THE SOUTHWEST END OF CULVERT 356.28,
 QB0928'AND IN THE TOP OF THE SOUTH WING WALL.  A STANDARD DISK, STAMPED B 489
 QB0928'1941.
 QB0928
 QB0928                          STATION RECOVERY (1967)
 QB0928
 QB0928'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 QB0928'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0660 ***********************************************************************
 QB0660  DESIGNATION -  B 490
 QB0660  PID         -  QB0660
 QB0660  STATE/COUNTY-  OR/BAKER
 QB0660  USGS QUAD   -  LIME (1988)
 QB0660
 QB0660                         *CURRENT SURVEY CONTROL
 QB0660  ___________________________________________________________________
 QB0660* NAD 83(1986)-  44 28 20.     (N)    117 20 27.     (W)     SCALED    
 QB0660* NAVD 88     -       711.744  (meters)    2335.11   (feet)  ADJUSTED  
 QB0660  ___________________________________________________________________
 QB0660  GEOID HEIGHT-         -16.94  (meters)                     GEOID03
 QB0660  DYNAMIC HT  -         711.538 (meters)    2334.44  (feet)  COMP
 QB0660  MODELED GRAV-     980,305.7   (mgal)                       NAVD 88
 QB0660
 QB0660  VERT ORDER  -  FIRST     CLASS II
 QB0660
 QB0660.The horizontal coordinates were scaled from a topographic map and have
 QB0660.an estimated accuracy of +/- 6 seconds.
 QB0660
 QB0660.The orthometric height was determined by differential leveling
 QB0660.and adjusted in June 1991.
 QB0660
 QB0660.The geoid height was determined by GEOID03.
 QB0660
 QB0660.The dynamic height is computed by dividing the NAVD 88
 QB0660.geopotential number by the normal gravity value computed on the
 QB0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0660.degrees latitude (g = 980.6199 gals.).
 QB0660
 QB0660.The modeled gravity was interpolated from observed gravity values.
 QB0660
 QB0660;                    North         East    Units  Estimated Accuracy
 QB0660;SPC OR N     -    94,430.    2,751,290.      MT  (+/- 180 meters Scaled)
 QB0660
 QB0660                          SUPERSEDED SURVEY CONTROL
 QB0660
 QB0660  NGVD 29 (??/??/92)  710.712  (m)         2331.73   (f) ADJ UNCH    1 2
 QB0660
 QB0660.Superseded values are not recommended for survey control.
 QB0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0660.See file dsdata.txt to determine how the superseded data were derived.
 QB0660
 QB0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK728243(NAD 83)
 QB0660_MARKER: DB = BENCH MARK DISK
 QB0660_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QB0660_SP_SET: ABUTMENT
 QB0660_STAMPING: B 490 1941
 QB0660_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QB0660_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QB0660+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2003
 QB0660
 QB0660  HISTORY     - Date     Condition        Report By
 QB0660  HISTORY     - 1941     MONUMENTED       CGS
 QB0660  HISTORY     - 20031218 GOOD             ORDT
 QB0660
 QB0660                          STATION DESCRIPTION
 QB0660
 QB0660'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 QB0660'2.25 MI SE FROM WEATHERBY.
 QB0660'ABOUT 2-1/4 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM
 QB0660'WEATHERBY, BAKER COUNTY, AT BRIDGE 379.62, AND IN THE TOP OF THE
 QB0660'NORTHEAST END OF THE SOUTHEAST ABUTMENT.  A STANDARD DISK, STAMPED B
 QB0660'490 1941.
 QB0660
 QB0660                          STATION RECOVERY (2003)
 QB0660
 QB0660'RECOVERY NOTE BY OREGON DEPARTMENT OF TRANSPORTATION 2003 (MAS)
 QB0660'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0879 ***********************************************************************
 RC0879  DESIGNATION -  B 491
 RC0879  PID         -  RC0879
 RC0879  STATE/COUNTY-  OR/WASCO
 RC0879  USGS QUAD   -  THE DALLES SOUTH (1994)
 RC0879
 RC0879                         *CURRENT SURVEY CONTROL
 RC0879  ___________________________________________________________________
 RC0879* NAD 83(1986)-  45 35 49.     (N)    121 09 15.     (W)     SCALED    
 RC0879* NAVD 88     -        41.246  (meters)     135.32   (feet)  ADJUSTED  
 RC0879  ___________________________________________________________________
 RC0879  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 RC0879  DYNAMIC HT  -          41.246 (meters)     135.32  (feet)  COMP
 RC0879  MODELED GRAV-     980,599.5   (mgal)                       NAVD 88
 RC0879
 RC0879  VERT ORDER  -  FIRST     CLASS II
 RC0879
 RC0879.The horizontal coordinates were scaled from a topographic map and have
 RC0879.an estimated accuracy of +/- 6 seconds.
 RC0879
 RC0879.The orthometric height was determined by differential leveling
 RC0879.and adjusted in June 1991.
 RC0879
 RC0879.The geoid height was determined by GEOID03.
 RC0879
 RC0879.The dynamic height is computed by dividing the NAVD 88
 RC0879.geopotential number by the normal gravity value computed on the
 RC0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0879.degrees latitude (g = 980.6199 gals.).
 RC0879
 RC0879.The modeled gravity was interpolated from observed gravity values.
 RC0879
 RC0879;                    North         East    Units  Estimated Accuracy
 RC0879;SPC OR N     -   214,710.    2,448,960.      MT  (+/- 180 meters Scaled)
 RC0879
 RC0879                          SUPERSEDED SURVEY CONTROL
 RC0879
 RC0879  NGVD 29 (??/??/92)   40.246  (m)          132.04   (f) ADJ UNCH    1 2
 RC0879
 RC0879.Superseded values are not recommended for survey control.
 RC0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0879.See file dsdata.txt to determine how the superseded data were derived.
 RC0879
 RC0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR439509(NAD 83)
 RC0879_MARKER: DD = SURVEY DISK
 RC0879_SETTING: 80 = SET IN A BOULDER
 RC0879_SP_SET: BOULDER
 RC0879_STAMPING: B 491 1941
 RC0879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0879+STABILITY: SURFACE MOTION
 RC0879
 RC0879  HISTORY     - Date     Condition        Report By
 RC0879  HISTORY     - 1941     MONUMENTED       ORDT
 RC0879  HISTORY     - 1941     GOOD             NGS
 RC0879  HISTORY     - 1956     MARK NOT FOUND   ORDT
 RC0879
 RC0879                          STATION DESCRIPTION
 RC0879
 RC0879'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 RC0879'1.5 MI E FROM THE DALLES.
 RC0879'AT MILE POST 92.35, 450 FEET WEST OF HANSENS TAVERN, 30 FEET SOUTH OF
 RC0879'CENTERLINE OF COLUMBIA HIGHWAY, IN TOP OF LARGE BOULDER.
 RC0879
 RC0879                          STATION RECOVERY (1956)
 RC0879
 RC0879'RECOVERY NOTE BY OREGON DEPARTMENT OF TRANSPORTATION 1956
 RC0879'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0605 ***********************************************************************
 NZ0605  DESIGNATION -  B 492
 NZ0605  PID         -  NZ0605
 NZ0605  STATE/COUNTY-  OR/JOSEPHINE
 NZ0605  USGS QUAD   -  O'BRIEN (1996)
 NZ0605
 NZ0605                         *CURRENT SURVEY CONTROL
 NZ0605  ___________________________________________________________________
 NZ0605* NAD 83(1986)-  42 04 05.     (N)    123 43 20.     (W)     SCALED    
 NZ0605* NAVD 88     -       446.356  (meters)    1464.42   (feet)  ADJUSTED  
 NZ0605  ___________________________________________________________________
 NZ0605  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 NZ0605  DYNAMIC HT  -         446.166 (meters)    1463.80  (feet)  COMP
 NZ0605  MODELED GRAV-     980,182.7   (mgal)                       NAVD 88
 NZ0605
 NZ0605  VERT ORDER  -  SECOND    CLASS 0
 NZ0605
 NZ0605.The horizontal coordinates were scaled from a topographic map and have
 NZ0605.an estimated accuracy of +/- 6 seconds.
 NZ0605
 NZ0605.The orthometric height was determined by differential leveling
 NZ0605.and adjusted in June 1991.
 NZ0605
 NZ0605.The geoid height was determined by GEOID03.
 NZ0605
 NZ0605.The dynamic height is computed by dividing the NAVD 88
 NZ0605.geopotential number by the normal gravity value computed on the
 NZ0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0605.degrees latitude (g = 980.6199 gals.).
 NZ0605
 NZ0605.The modeled gravity was interpolated from observed gravity values.
 NZ0605
 NZ0605;                    North         East    Units  Estimated Accuracy
 NZ0605;SPC OR S     -    49,720.    1,233,370.      MT  (+/- 180 meters Scaled)
 NZ0605
 NZ0605                          SUPERSEDED SURVEY CONTROL
 NZ0605
 NZ0605  NGVD 29 (??/??/92)  445.368  (m)         1461.18   (f) ADJ UNCH    2 0
 NZ0605
 NZ0605.Superseded values are not recommended for survey control.
 NZ0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0605.See file dsdata.txt to determine how the superseded data were derived.
 NZ0605
 NZ0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM402575(NAD 83)
 NZ0605_MARKER: DB = BENCH MARK DISK
 NZ0605_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NZ0605_SP_SET: BRIDGE
 NZ0605_STAMPING: B 492 1942
 NZ0605_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NZ0605
 NZ0605  HISTORY     - Date     Condition        Report By
 NZ0605  HISTORY     - 1942     MONUMENTED       CGS
 NZ0605  HISTORY     - 1964     MARK NOT FOUND   NGS
 NZ0605  HISTORY     - 1977     MARK NOT FOUND   NGS
 NZ0605  HISTORY     - 19860414 MARK NOT FOUND   USGS
 NZ0605
 NZ0605                          STATION DESCRIPTION
 NZ0605
 NZ0605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 NZ0605'1.1 MI SW FROM OBRIEN.
 NZ0605'IT WAS TO HAVE BEEN 1.1 MILES SOUTHWEST ALONG THE WIMER ROAD FROM
 NZ0605'OBRIEN, 65 FEET SOUTHWEST OF A WOODEN BRIDGE, 1 FOOT NORTH OF A FENCE
 NZ0605'LINE AND 50 FEET SOUTH OF A TELEPHONE LINE RUNNING PARALLEL TO THE
 NZ0605'ROAD.  A WITNESS POST SET.  NOTE-- THE BRIDGE HAS BEEN IMPROVED AND
 NZ0605'GRADE HAS BEEN RAISED.
 NZ0605
 NZ0605                          STATION RECOVERY (1977)
 NZ0605
 NZ0605'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NZ0605'MARK NOT FOUND.
 NZ0605
 NZ0605                          STATION RECOVERY (1986)
 NZ0605
 NZ0605'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (MHH)
 NZ0605'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0265 ***********************************************************************
 OA0265  DESIGNATION -  B 495
 OA0265  PID         -  OA0265
 OA0265  STATE/COUNTY-  OR/CURRY
 OA0265  USGS QUAD   -  CAPE SEBASTIAN (1986)
 OA0265
 OA0265                         *CURRENT SURVEY CONTROL
 OA0265  ___________________________________________________________________
 OA0265* NAD 83(1986)-  42 16 05.     (N)    124 22 55.     (W)     SCALED    
 OA0265* NAVD 88     -         8.959  (meters)      29.39   (feet)  POSTED    
 OA0265  ___________________________________________________________________
 OA0265  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 OA0265  DYNAMIC HT  -           8.960 (meters)      29.40  (feet)  COMP
 OA0265  MODELED GRAV-     980,330.5   (mgal)                       NAVD 88
 OA0265
 OA0265  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 OA0265
 OA0265.The horizontal coordinates were scaled from a topographic map and have
 OA0265.an estimated accuracy of +/- 6 seconds.
 OA0265
 OA0265.The orthometric height was determined by differential leveling
 OA0265.and adjusted by the  in 1992.
 OA0265.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 OA0265.was located on a no-check spur therefore a value was not computed.
 OA0265.No vertical observational check was made to the station.
 OA0265
 OA0265.The geoid height was determined by GEOID03.
 OA0265
 OA0265.The dynamic height is computed by dividing the NAVD 88
 OA0265.geopotential number by the normal gravity value computed on the
 OA0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0265.degrees latitude (g = 980.6199 gals.).
 OA0265
 OA0265.The modeled gravity was interpolated from observed gravity values.
 OA0265
 OA0265;                    North         East    Units  Estimated Accuracy
 OA0265;SPC OR S     -    74,230.    1,179,840.      MT  (+/- 180 meters Scaled)
 OA0265
 OA0265                          SUPERSEDED SURVEY CONTROL
 OA0265
 OA0265  NGVD 29 (??/??/92)    7.859  (m)           25.78   (f) ADJ UNCH    2 0
 OA0265
 OA0265.Superseded values are not recommended for survey control.
 OA0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0265.See file dsdata.txt to determine how the superseded data were derived.
 OA0265
 OA0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCM860804(NAD 83)
 OA0265_MARKER: DB = BENCH MARK DISK
 OA0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA0265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OA0265_STAMPING: B 495 1942
 OA0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0265+STABILITY: SURFACE MOTION
 OA0265
 OA0265  HISTORY     - Date     Condition        Report By
 OA0265  HISTORY     - 1942     MONUMENTED       CGS
 OA0265  HISTORY     - 1964     GOOD             NGS
 OA0265  HISTORY     - 1982     GOOD             USGS
 OA0265
 OA0265                          STATION DESCRIPTION
 OA0265
 OA0265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 OA0265'1.1 MI E FROM PISTOL RIVER.
 OA0265'1.1 MILES EAST ALONG PISTOL RIVER ROAD FROM THE PISTOL RIVER POST
 OA0265'OFFICE, 78 FEET WEST OF THE CENTER OF A DRIVEWAY, 24 FEET NORTH OF THE
 OA0265'PISTOL RIVER ROAD, 1 1/2 FEET SOUTH OF A FENCE, 1 FOOT ABOVE THE LEVEL
 OA0265'OF THE ROAD, 1 FOOT BELOW THE SURFACE OF THE GROUND AND 0.5 FOOT EAST
 OA0265'OF A METAL WITNESS POST.
 OA0265
 OA0265                          STATION RECOVERY (1982)
 OA0265
 OA0265'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 OA0265'1.1 MILES EAST OF PISTOL RIVER POST OFFICE, 105 FT. EAST NORTHEAST OF
 OA0265'T-RD. SOUTH 26 FT. EAST OF OLD RD. SCAR, 21 FT. NORTH OF AND ABOUT
 OA0265'1.5 FT. BELOW CENTERLINE OF MAIN RD., 5 FT. SOUTH OF FENCE, 1 FT.
 OA0265'EAST OF STEEL WITNESS POST, SET IN TOP OF CONCRETE POST PARTIALLY
 OA0265'BURIED IN HILLSIDE, STANDARD USC AND GS TABLET STAMPED 'B 495 1942'.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0284 ***********************************************************************
 OA0284  DESIGNATION -  B 496
 OA0284  PID         -  OA0284
 OA0284  STATE/COUNTY-  OR/CURRY
 OA0284  USGS QUAD   -  SIGNAL BUTTES (1986)
 OA0284
 OA0284                         *CURRENT SURVEY CONTROL
 OA0284  ___________________________________________________________________
 OA0284* NAD 83(1986)-  42 27 58.     (N)    124 22 04.     (W)     SCALED    
 OA0284* NAVD 88     -        15.591  (meters)      51.15   (feet)  ADJUSTED  
 OA0284  ___________________________________________________________________
 OA0284  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 OA0284  DYNAMIC HT  -          15.586 (meters)      51.14  (feet)  COMP
 OA0284  MODELED GRAV-     980,352.3   (mgal)                       NAVD 88
 OA0284
 OA0284  VERT ORDER  -  SECOND    CLASS 0
 OA0284
 OA0284.The horizontal coordinates were scaled from a topographic map and have
 OA0284.an estimated accuracy of +/- 6 seconds.
 OA0284
 OA0284.The orthometric height was determined by differential leveling
 OA0284.and adjusted in June 1991.
 OA0284
 OA0284.The geoid height was determined by GEOID03.
 OA0284
 OA0284.The dynamic height is computed by dividing the NAVD 88
 OA0284.geopotential number by the normal gravity value computed on the
 OA0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0284.degrees latitude (g = 980.6199 gals.).
 OA0284
 OA0284.The modeled gravity was interpolated from observed gravity values.
 OA0284
 OA0284;                    North         East    Units  Estimated Accuracy
 OA0284;SPC OR S     -    96,150.    1,182,020.      MT  (+/- 180 meters Scaled)
 OA0284
 OA0284                          SUPERSEDED SURVEY CONTROL
 OA0284
 OA0284  NGVD 29 (??/??/92)   14.501  (m)           47.58   (f) ADJ UNCH    2 0
 OA0284
 OA0284.Superseded values are not recommended for survey control.
 OA0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0284.See file dsdata.txt to determine how the superseded data were derived.
 OA0284
 OA0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN875024(NAD 83)
 OA0284_MARKER: DB = BENCH MARK DISK
 OA0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA0284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OA0284_STAMPING: B 496 1942
 OA0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0284+STABILITY: SURFACE MOTION
 OA0284
 OA0284  HISTORY     - Date     Condition        Report By
 OA0284  HISTORY     - 1942     MONUMENTED       CGS
 OA0284  HISTORY     - 1964     GOOD             NGS
 OA0284  HISTORY     - 1982     GOOD             USGS
 OA0284
 OA0284                          STATION DESCRIPTION
 OA0284
 OA0284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 OA0284'4.7 MI NE FROM WEDDERBURN.
 OA0284'4.7 MILES NORTHEAST ALONG THE NORTH BANK ROGUE RIVER ROAD FROM THE
 OA0284'WEDDERBURN POST OFFICE, 40 FEET EAST OF THE SOUTH END OF A CULVERT
 OA0284'UNDER THE ROAD, 38 FEET NORTH OF A DWELLING, 37 FEET SOUTH OF THE
 OA0284'CENTER OF THE ROAD, 6 FEET NORTHWEST OF THE END OF A GAS TANK, 5 FEET
 OA0284'NORTH OF A PICKET FENCE AND 0.5 FOOT SOUTHEAST OF A METAL WITNESS
 OA0284'POST.  SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 2
 OA0284'INCHES.
 OA0284
 OA0284                          STATION RECOVERY (1982)
 OA0284
 OA0284'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 OA0284'3.65 MILES NORTH ALONG US 101 ALIGNMENT FROM THE POST OFFICE AT
 OA0284'WEDDERBURN TO STORE AND GAS STATION, THENCE 1.0 MILES EAST ABOUT 0.05
 OA0284'MILES EAST OF ROAD. TO PUBLIC BOAT RAMP, ABOUT 150 FT. WEST OF
 OA0284'MILEPOST 1, 37 FT. SOUTH OF CENTERLINE OF ROAD. 5 FT. NORTH OF WOODEN
 OA0284'FENCE, 2 FT. NORTH OF 4 X 4-INCH WHITE WOODEN WITNESS POST, NEXT TO
 OA0284'STEEL WITNESS POST, SET IN TOP OF CONCRETE POST PROJECTING 0.3 FT.
 OA0284'ABOVE GROUND, STANDARD USC AND GS TABLET STAMPED 'B 496 1942'.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0565 ***********************************************************************
 QC0565  DESIGNATION -  B 497
 QC0565  PID         -  QC0565
 QC0565  STATE/COUNTY-  OR/WHEELER
 QC0565  USGS QUAD   -  FROG HOLLOW (1990)
 QC0565
 QC0565                         *CURRENT SURVEY CONTROL
 QC0565  ___________________________________________________________________
 QC0565* NAD 83(1986)-  44 30 57.     (N)    119 55 48.     (W)     SCALED    
 QC0565* NAVD 88     -      1204.180  (meters)    3950.71   (feet)  ADJUSTED  
 QC0565  ___________________________________________________________________
 QC0565  GEOID HEIGHT-         -19.14  (meters)                     GEOID03
 QC0565  DYNAMIC HT  -        1203.725 (meters)    3949.22  (feet)  COMP
 QC0565  MODELED GRAV-     980,197.8   (mgal)                       NAVD 88
 QC0565
 QC0565  VERT ORDER  -  SECOND    CLASS 0
 QC0565
 QC0565.The horizontal coordinates were scaled from a topographic map and have
 QC0565.an estimated accuracy of +/- 6 seconds.
 QC0565
 QC0565.The orthometric height was determined by differential leveling
 QC0565.and adjusted in June 1991.
 QC0565
 QC0565.The geoid height was determined by GEOID03.
 QC0565
 QC0565.The dynamic height is computed by dividing the NAVD 88
 QC0565.geopotential number by the normal gravity value computed on the
 QC0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0565.degrees latitude (g = 980.6199 gals.).
 QC0565
 QC0565.The modeled gravity was interpolated from observed gravity values.
 QC0565
 QC0565;                    North         East    Units  Estimated Accuracy
 QC0565;SPC OR N     -    94,520.    2,545,320.      MT  (+/- 180 meters Scaled)
 QC0565
 QC0565                          SUPERSEDED SURVEY CONTROL
 QC0565
 QC0565  NGVD 29 (??/??/92) 1202.947  (m)         3946.67   (f) ADJ UNCH    2 0
 QC0565
 QC0565.Superseded values are not recommended for survey control.
 QC0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0565.See file dsdata.txt to determine how the superseded data were derived.
 QC0565
 QC0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKK671333(NAD 83)
 QC0565_MARKER: DB = BENCH MARK DISK
 QC0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0565_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QC0565_STAMPING: B 497 1949
 QC0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0565+STABILITY: SURFACE MOTION
 QC0565
 QC0565  HISTORY     - Date     Condition        Report By
 QC0565  HISTORY     - 1949     MONUMENTED       CGS
 QC0565
 QC0565                          STATION DESCRIPTION
 QC0565
 QC0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 QC0565'7.6 MI N FROM DERR G S.
 QC0565'7.6 MILES NORTH ALONG A FOREST SERVICE ROAD FROM DERR GUARD STATION
 QC0565'13.9 MILES SOUTHEAST OF MITCHELL, 0.4 MILE SOUTH OF THE JUNCTION WITH
 QC0565'US HIGHWAY 28, ABOUT 0.2 MILE SOUTHEAST OF A SMALL ROCKY HILL, 47 FEET
 QC0565'WEST OF THE CENTER LINE OF THE ROAD, 1.9 FEET SOUTHWEST OF THE WITNESS
 QC0565'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 QC0565'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0208 ***********************************************************************
 QD0208  DESIGNATION -  B 498
 QD0208  PID         -  QD0208
 QD0208  STATE/COUNTY-  OR/CROOK
 QD0208  USGS QUAD   -  KEYS CREEK (1992)
 QD0208
 QD0208                         *CURRENT SURVEY CONTROL
 QD0208  ___________________________________________________________________
 QD0208* NAD 83(1986)-  44 21 59.     (N)    120 06 44.     (W)     SCALED    
 QD0208* NAVD 88     -      1523.223  (meters)    4997.44   (feet)  ADJUSTED  
 QD0208  ___________________________________________________________________
 QD0208  GEOID HEIGHT-         -19.06  (meters)                     GEOID03
 QD0208  DYNAMIC HT  -        1522.587 (meters)    4995.35  (feet)  COMP
 QD0208  MODELED GRAV-     980,145.6   (mgal)                       NAVD 88
 QD0208
 QD0208  VERT ORDER  -  SECOND    CLASS 0
 QD0208
 QD0208.The horizontal coordinates were scaled from a topographic map and have
 QD0208.an estimated accuracy of +/- 6 seconds.
 QD0208
 QD0208.The orthometric height was determined by differential leveling
 QD0208.and adjusted in June 1991.
 QD0208
 QD0208.The geoid height was determined by GEOID03.
 QD0208
 QD0208.The dynamic height is computed by dividing the NAVD 88
 QD0208.geopotential number by the normal gravity value computed on the
 QD0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0208.degrees latitude (g = 980.6199 gals.).
 QD0208
 QD0208.The modeled gravity was interpolated from observed gravity values.
 QD0208
 QD0208;                    North         East    Units  Estimated Accuracy
 QD0208;SPC OR S     -   299,990.    1,530,910.      MT  (+/- 180 meters Scaled)
 QD0208
 QD0208                          SUPERSEDED SURVEY CONTROL
 QD0208
 QD0208  NGVD 29 (??/??/92) 1521.986  (m)         4993.38   (f) ADJ UNCH    2 0
 QD0208
 QD0208.Superseded values are not recommended for survey control.
 QD0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0208.See file dsdata.txt to determine how the superseded data were derived.
 QD0208
 QD0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGQ300166(NAD 83)
 QD0208_MARKER: DB = BENCH MARK DISK
 QD0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD0208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QD0208_STAMPING: B 498 1949
 QD0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0208+STABILITY: SURFACE MOTION
 QD0208
 QD0208  HISTORY     - Date     Condition        Report By
 QD0208  HISTORY     - 1949     MONUMENTED       CGS
 QD0208
 QD0208                          STATION DESCRIPTION
 QD0208
 QD0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 QD0208'1.5 MI NE FROM COLD SPRINGS G S.
 QD0208'1.5 MILES NORTHEAST ALONG A FOREST SERVICE ROAD FROM COLD SPRINGS
 QD0208'GUARD STATION, AT THE TOP OF A LONG RISE, 53 FEET NORTHEAST OF A
 QD0208'FORKED 30-INCH PINE TREE SUPPORTING A TELEPHONE LINE, 50 FEET NORTH OF
 QD0208'THE CENTER LINE OF THE ROAD, 15 FEET SOUTHEAST OF A 24-INCH PINE TREE,
 QD0208'1.7 FEET SOUTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 QD0208'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 QD0208'GROUND.  NOTE-- COLD SPRINGS GUARD STATION 1.55 MILES NORTHEAST FROM.
 QD0208'166 FEET SOUTH OF ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0432 ***********************************************************************
 NY0432  DESIGNATION -  B 5
 NY0432  PID         -  NY0432
 NY0432  STATE/COUNTY-  OR/KLAMATH
 NY0432  USGS QUAD   -  WORDEN (1986)
 NY0432
 NY0432                         *CURRENT SURVEY CONTROL
 NY0432  ___________________________________________________________________
 NY0432* NAD 83(1986)-  42 07 29.     (N)    121 49 37.     (W)     SCALED    
 NY0432* NAVD 88     -      1248.248  (meters)    4095.29   (feet)  ADJUSTED  
 NY0432  ___________________________________________________________________
 NY0432  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 NY0432  DYNAMIC HT  -        1247.494 (meters)    4092.82  (feet)  COMP
 NY0432  MODELED GRAV-     979,974.4   (mgal)                       NAVD 88
 NY0432
 NY0432  VERT ORDER  -  FIRST     CLASS II
 NY0432
 NY0432.The horizontal coordinates were scaled from a topographic map and have
 NY0432.an estimated accuracy of +/- 6 seconds.
 NY0432
 NY0432.The orthometric height was determined by differential leveling
 NY0432.and adjusted in June 1991.
 NY0432
 NY0432.The geoid height was determined by GEOID03.
 NY0432
 NY0432.The dynamic height is computed by dividing the NAVD 88
 NY0432.geopotential number by the normal gravity value computed on the
 NY0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0432.degrees latitude (g = 980.6199 gals.).
 NY0432
 NY0432.The modeled gravity was interpolated from observed gravity values.
 NY0432
 NY0432;                    North         East    Units  Estimated Accuracy
 NY0432;SPC OR S     -    51,750.    1,390,280.      MT  (+/- 180 meters Scaled)
 NY0432
 NY0432                          SUPERSEDED SURVEY CONTROL
 NY0432
 NY0432  NGVD 29 (??/??/92) 1247.136  (m)         4091.65   (f) ADJ UNCH    1 2
 NY0432
 NY0432.Superseded values are not recommended for survey control.
 NY0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0432.See file dsdata.txt to determine how the superseded data were derived.
 NY0432
 NY0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM969642(NAD 83)
 NY0432_MARKER: DB = BENCH MARK DISK
 NY0432_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 NY0432_SP_SET: FOOTING
 NY0432_STAMPING: B 5 1919 ELEV. 4091.311 FT.
 NY0432_MARK LOGO: CGS   
 NY0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0432+STABILITY: SURFACE MOTION
 NY0432_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NY0432+SATELLITE: SATELLITE OBSERVATIONS - May 21, 1988
 NY0432
 NY0432  HISTORY     - Date     Condition        Report By
 NY0432  HISTORY     - 1919     MONUMENTED       CGS
 NY0432  HISTORY     - 1954     GOOD             NGS
 NY0432  HISTORY     - 1982     MARK NOT FOUND   USGS
 NY0432  HISTORY     - 19880521 GOOD             NGS
 NY0432
 NY0432                          STATION DESCRIPTION
 NY0432
 NY0432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NY0432'7.8 MI S FROM KLAMATH FALLS.
 NY0432'7.8 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 NY0432'STATION AT KLAMATH FALLS, 0.2 MILE NORTH OF THE JUNCTION OF U.S.
 NY0432'HIGHWAY 97 AND A ROAD LEADING EAST TO MERRILL, 0.2 MILE SOUTH OF
 NY0432'MILEPOLE 422, ABOUT 135 YARDS SOUTH OF A GRAIN ELEVATOR, AT THE SOUTH
 NY0432'END OF A SIDE TRACK, IN THE TOP OF THE SOUTHWEST ONE OF A GROUP OF 2
 NY0432'1/2-FOOT SQUARE CONCRETE BASES (FORMERLY USED TO SUPPORT A WATER TANK)
 NY0432'PROJECTING 0.4 FOOT ABOVE THE GROUND, 39.5 FEET SOUTH OF THE SOUTH
 NY0432'EDGE OF THE IRON BASE FOR THE SOUTH DERAILING SWITCH STAND, 25.1 FEET
 NY0432'EAST OF THE EAST RAIL OF THE MAIN TRACK, 12 FEET WEST OF A POINT
 NY0432'DIRECTLY IN LINE WITH A ROW OF TELEGRAPH POLES, 0.8 FEET NORTHEAST OF
 NY0432'THE SOUTHWEST CORNER OF THE CONCRETE BASE, AND ABOUT 1 FOOT LOWER THAN
 NY0432'THE TRACK.
 NY0432
 NY0432                          STATION RECOVERY (1982)
 NY0432
 NY0432'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 NY0432'MARK NOT FOUND.
 NY0432
 NY0432                          STATION RECOVERY (1988)
 NY0432
 NY0432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 NY0432'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0443 ***********************************************************************
 NZ0443  DESIGNATION -  B 500
 NZ0443  PID         -  NZ0443
 NZ0443  STATE/COUNTY-  OR/DOUGLAS
 NZ0443  USGS QUAD   -  DAYS CREEK (1986)
 NZ0443
 NZ0443                         *CURRENT SURVEY CONTROL
 NZ0443  ___________________________________________________________________
 NZ0443* NAD 83(1986)-  42 56 46.     (N)    123 07 50.     (W)     SCALED    
 NZ0443* NAVD 88     -       253.089  (meters)     830.34   (feet)  ADJUSTED  
 NZ0443  ___________________________________________________________________
 NZ0443  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 NZ0443  DYNAMIC HT  -         253.013 (meters)     830.09  (feet)  COMP
 NZ0443  MODELED GRAV-     980,314.4   (mgal)                       NAVD 88
 NZ0443
 NZ0443  VERT ORDER  -  SECOND    CLASS 0
 NZ0443
 NZ0443.The horizontal coordinates were scaled from a topographic map and have
 NZ0443.an estimated accuracy of +/- 6 seconds.
 NZ0443
 NZ0443.The orthometric height was determined by differential leveling
 NZ0443.and adjusted in June 1991.
 NZ0443
 NZ0443.The geoid height was determined by GEOID03.
 NZ0443
 NZ0443.The dynamic height is computed by dividing the NAVD 88
 NZ0443.geopotential number by the normal gravity value computed on the
 NZ0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0443.degrees latitude (g = 980.6199 gals.).
 NZ0443
 NZ0443.The modeled gravity was interpolated from observed gravity values.
 NZ0443
 NZ0443;                    North         East    Units  Estimated Accuracy
 NZ0443;SPC OR S     -   145,500.    1,285,370.      MT  (+/- 180 meters Scaled)
 NZ0443
 NZ0443                          SUPERSEDED SURVEY CONTROL
 NZ0443
 NZ0443  NGVD 29 (??/??/92)  252.058  (m)          826.96   (f) ADJ UNCH    2 0
 NZ0443
 NZ0443.Superseded values are not recommended for survey control.
 NZ0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0443.See file dsdata.txt to determine how the superseded data were derived.
 NZ0443
 NZ0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN893548(NAD 83)
 NZ0443_MARKER: DB = BENCH MARK DISK
 NZ0443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ0443_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NZ0443_STAMPING: B 500 1949
 NZ0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0443+STABILITY: SURFACE MOTION
 NZ0443
 NZ0443  HISTORY     - Date     Condition        Report By
 NZ0443  HISTORY     - 1949     MONUMENTED       CGS
 NZ0443  HISTORY     - 1969     GOOD             NGS
 NZ0443
 NZ0443                          STATION DESCRIPTION
 NZ0443
 NZ0443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 NZ0443'3.8 MI SE FROM DAYS CREEK.
 NZ0443'3.8 MILES SOUTHEAST ALONG STATE HIGHWAY 227 FROM THE DAYS CREEK POST
 NZ0443'OFFICE, 0.25 MILE NORTHWEST OF MILE POST NO. 15, 50 FEET NORTHEAST AND
 NZ0443'ACROSS THE HIGHWAY FROM G. MIRATIS MAIL BOX, 30 FEET NORTHEAST OF THE
 NZ0443'CENTER LINE OF THE HIGHWAY, 25 FEET NORTHWEST OF THE CENTER OF THE
 NZ0443'DRIVEWAY, 4 FEET EAST OF A FENCE CORNER, 2 FEET SOUTHEAST OF A FENCE,
 NZ0443'0.5 FOOT SOUTH OF A METAL WITNESS POST, AND 2 1/2 FEET LOWER THAN THE
 NZ0443'HIGHWAY SET IN A CYLINDRICAL CONCRETE MONUMENT THAT IS 12-INCHES IN
 NZ0443'DIAMETER AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0320 ***********************************************************************
 NZ0320  DESIGNATION -  B 501
 NZ0320  PID         -  NZ0320
 NZ0320  STATE/COUNTY-  OR/DOUGLAS
 NZ0320  USGS QUAD   -  PICKETT BUTTE (1989)
 NZ0320
 NZ0320                         *CURRENT SURVEY CONTROL
 NZ0320  ___________________________________________________________________
 NZ0320* NAD 83(1986)-  42 52 57.     (N)    122 49 33.     (W)     SCALED    
 NZ0320* NAVD 88     -      1162.099  (meters)    3812.65   (feet)  ADJUSTED  
 NZ0320  ___________________________________________________________________
 NZ0320  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 NZ0320  DYNAMIC HT  -        1161.671 (meters)    3811.25  (feet)  COMP
 NZ0320  MODELED GRAV-     980,209.5   (mgal)                       NAVD 88
 NZ0320
 NZ0320  VERT ORDER  -  SECOND    CLASS 0
 NZ0320
 NZ0320.The horizontal coordinates were scaled from a topographic map and have
 NZ0320.an estimated accuracy of +/- 6 seconds.
 NZ0320
 NZ0320.The orthometric height was determined by differential leveling
 NZ0320.and adjusted in June 1991.
 NZ0320
 NZ0320.The geoid height was determined by GEOID03.
 NZ0320
 NZ0320.The dynamic height is computed by dividing the NAVD 88
 NZ0320.geopotential number by the normal gravity value computed on the
 NZ0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0320.degrees latitude (g = 980.6199 gals.).
 NZ0320
 NZ0320.The modeled gravity was interpolated from observed gravity values.
 NZ0320
 NZ0320;                    North         East    Units  Estimated Accuracy
 NZ0320;SPC OR S     -   137,700.    1,310,030.      MT  (+/- 180 meters Scaled)
 NZ0320
 NZ0320                          SUPERSEDED SURVEY CONTROL
 NZ0320
 NZ0320  NGVD 29 (??/??/92) 1161.074  (m)         3809.29   (f) ADJ UNCH    2 0
 NZ0320
 NZ0320.Superseded values are not recommended for survey control.
 NZ0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0320.See file dsdata.txt to determine how the superseded data were derived.
 NZ0320
 NZ0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN142477(NAD 83)
 NZ0320_MARKER: DB = BENCH MARK DISK
 NZ0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ0320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NZ0320_STAMPING: B 501 1949
 NZ0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0320+STABILITY: SURFACE MOTION
 NZ0320
 NZ0320  HISTORY     - Date     Condition        Report By
 NZ0320  HISTORY     - 1949     MONUMENTED       CGS
 NZ0320  HISTORY     - 1969     GOOD             NGS
 NZ0320
 NZ0320                          STATION DESCRIPTION
 NZ0320
 NZ0320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 NZ0320'8.5 MI E FROM DREW.
 NZ0320'0.7 MILE NORTHWEST ALONG STATE HIGHWAY 227 FROM THE DREW POST OFFICE
 NZ0320'TO THE DEVILS KNOB ROAD, THENCE EASTERLY ALONG THE DEVILS KNOB ROAD
 NZ0320'FOR 5.3 MILES TO THE REMAINS OF THE SUMMIT GUARD STATION, CONTINUE ON
 NZ0320'THE DEVILS KNOB ROAD, (FOREST SERVICE ROAD 301), FOR 2.5 MILES TO A
 NZ0320'TURN OUT AND THE BENCH MARK ON THE RIGHT, 0.8 MILE NORTHWEST OF THE
 NZ0320'JUNCTION OF FOREST SERVICE ROADS 300A 301 AND 3100C, 38 FEET WEST OF
 NZ0320'THE CENTER OF THE ROAD, 27 FEET NORTHWEST OF A 24-INCH FIR TREE
 NZ0320'SUPPORTING A TELEPHONE LINE, 1 FOOT NORTH OF A METAL WITNESS POST AND
 NZ0320'3 FEET LOWER THAN THE ROAD SET IN A CYLINDRICAL CONCRETE MONUMENT THAT
 NZ0320'IS 12-INCHES IN DIAMETER AND PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0354 ***********************************************************************
 NZ0354  DESIGNATION -  B 502
 NZ0354  PID         -  NZ0354
 NZ0354  STATE/COUNTY-  OR/DOUGLAS
 NZ0354  USGS QUAD   -  BUTLER BUTTE (1989)
 NZ0354
 NZ0354                         *CURRENT SURVEY CONTROL
 NZ0354  ___________________________________________________________________
 NZ0354* NAD 83(1986)-  42 53 47.     (N)    122 38 16.     (W)     SCALED    
 NZ0354* NAVD 88     -      1555.615  (meters)    5103.71   (feet)  ADJUSTED  
 NZ0354  ___________________________________________________________________
 NZ0354  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 NZ0354  DYNAMIC HT  -        1555.031 (meters)    5101.80  (feet)  COMP
 NZ0354  MODELED GRAV-     980,185.9   (mgal)                       NAVD 88
 NZ0354
 NZ0354  VERT ORDER  -  SECOND    CLASS 0
 NZ0354
 NZ0354.The horizontal coordinates were scaled from a topographic map and have
 NZ0354.an estimated accuracy of +/- 6 seconds.
 NZ0354
 NZ0354.The orthometric height was determined by differential leveling
 NZ0354.and adjusted in June 1991.
 NZ0354
 NZ0354.The geoid height was determined by GEOID03.
 NZ0354
 NZ0354.The dynamic height is computed by dividing the NAVD 88
 NZ0354.geopotential number by the normal gravity value computed on the
 NZ0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0354.degrees latitude (g = 980.6199 gals.).
 NZ0354
 NZ0354.The modeled gravity was interpolated from observed gravity values.
 NZ0354
 NZ0354;                    North         East    Units  Estimated Accuracy
 NZ0354;SPC OR S     -   138,830.    1,325,430.      MT  (+/- 180 meters Scaled)
 NZ0354
 NZ0354                          SUPERSEDED SURVEY CONTROL
 NZ0354
 NZ0354  NGVD 29 (??/??/92) 1554.595  (m)         5100.37   (f) ADJ UNCH    2 0
 NZ0354
 NZ0354.Superseded values are not recommended for survey control.
 NZ0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0354.See file dsdata.txt to determine how the superseded data were derived.
 NZ0354
 NZ0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN295493(NAD 83)
 NZ0354_MARKER: DB = BENCH MARK DISK
 NZ0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ0354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NZ0354_STAMPING: B 502 1949
 NZ0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0354+STABILITY: SURFACE MOTION
 NZ0354
 NZ0354  HISTORY     - Date     Condition        Report By
 NZ0354  HISTORY     - 1949     MONUMENTED       CGS
 NZ0354  HISTORY     - 1967     GOOD             NGS
 NZ0354  HISTORY     - 19840831 GOOD             USPSQD
 NZ0354
 NZ0354                          STATION DESCRIPTION
 NZ0354
 NZ0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 NZ0354'8.0 MI NE FROM FAWN CAMP.
 NZ0354'8.0 MILES NORTHEAST ALONG THE FAWN CAMP-HUCKLEBERRY GAP ROAD FROM FAWN
 NZ0354'CAMP, 0.8 MILE WEST OF HUCKLEBERRY CAMP, 0.75 MILE EAST OF THE
 NZ0354'JUNCTION OF FOREST SERVICE ROADS 3014P AND 2923B, 33 FEET NORTHWEST OF
 NZ0354'THE CENTER OF THE ROAD, 2 FEET WEST OF A WITNESS POST WITH SIGN AND
 NZ0354'LEVEL WITH THE ROAD SET IN A CYLINDRICAL CONCRETE MONUMENT THAT IS
 NZ0354'12-INCHES IN DIAMETER AND PROJECTS 6 INCHES.
 NZ0354
 NZ0354                          STATION RECOVERY (1984)
 NZ0354
 NZ0354'RECOVERY NOTE BY US POWER SQUADRON 1984 (MHH)
 NZ0354'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0537 ***********************************************************************
 QD0537  DESIGNATION -  B 503
 QD0537  PID         -  QD0537
 QD0537  STATE/COUNTY-  OR/WASCO
 QD0537  USGS QUAD   -  POTTERS PONDS (1963)
 QD0537
 QD0537                         *CURRENT SURVEY CONTROL
 QD0537  ___________________________________________________________________
 QD0537* NAD 83(1986)-  44 51 09.     (N)    121 24 18.     (W)     SCALED    
 QD0537* NAVD 88     -       803.013  (meters)    2634.55   (feet)  ADJUSTED  
 QD0537  ___________________________________________________________________
 QD0537  GEOID HEIGHT-         -21.52  (meters)                     GEOID03
 QD0537  DYNAMIC HT  -         802.810 (meters)    2633.89  (feet)  COMP
 QD0537  MODELED GRAV-     980,337.4   (mgal)                       NAVD 88
 QD0537
 QD0537  VERT ORDER  -  SECOND    CLASS 0
 QD0537
 QD0537.The horizontal coordinates were scaled from a topographic map and have
 QD0537.an estimated accuracy of +/- 6 seconds.
 QD0537
 QD0537.The orthometric height was determined by differential leveling
 QD0537.and adjusted in June 1991.
 QD0537
 QD0537.The geoid height was determined by GEOID03.
 QD0537
 QD0537.The dynamic height is computed by dividing the NAVD 88
 QD0537.geopotential number by the normal gravity value computed on the
 QD0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0537.degrees latitude (g = 980.6199 gals.).
 QD0537
 QD0537.The modeled gravity was interpolated from observed gravity values.
 QD0537
 QD0537;                    North         East    Units  Estimated Accuracy
 QD0537;SPC OR N     -   132,170.    2,428,470.      MT  (+/- 180 meters Scaled)
 QD0537
 QD0537                          SUPERSEDED SURVEY CONTROL
 QD0537
 QD0537  NGVD 29 (??/??/92)  801.925  (m)         2630.98   (f) ADJ UNCH    2 0
 QD0537
 QD0537.Superseded values are not recommended for survey control.
 QD0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0537.See file dsdata.txt to determine how the superseded data were derived.
 QD0537
 QD0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ260678(NAD 83)
 QD0537_MARKER: DB = BENCH MARK DISK
 QD0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD0537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QD0537_STAMPING: B 503 1949
 QD0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0537+STABILITY: SURFACE MOTION
 QD0537
 QD0537  HISTORY     - Date     Condition        Report By
 QD0537  HISTORY     - 1949     MONUMENTED       CGS
 QD0537  HISTORY     - 19960928 MARK NOT FOUND   USPSQD
 QD0537
 QD0537                          STATION DESCRIPTION
 QD0537
 QD0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 QD0537'9.6 MI NW FROM WARM SPRINGS.
 QD0537'9.6 MILES NORTHWEST ALONG STATE HIGHWAY 52 FROM WARM SPRINGS AGENCY AT
 QD0537'WARM SPRINGS, ON WARM SPRINGS INDIAN RESERVATION, 1.1 MILE SOUTHEAST
 QD0537'OF MILL CREEK, 68.0 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 QD0537'6.0 FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND
 QD0537'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 QD0537'GROUND.
 QD0537
 QD0537                          STATION RECOVERY (1996)
 QD0537
 QD0537'RECOVERY NOTE BY US POWER SQUADRON 1996
 QD0537'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1352 ***********************************************************************
 RC1352  DESIGNATION -  B 504
 RC1352  PID         -  RC1352
 RC1352  STATE/COUNTY-  OR/WASCO
 RC1352  USGS QUAD   -  MOUNT WILSON (1996)
 RC1352
 RC1352                         *CURRENT SURVEY CONTROL
 RC1352  ___________________________________________________________________
 RC1352* NAD 83(1986)-  45 02 28.     (N)    121 41 28.     (W)     SCALED    
 RC1352* NAVD 88     -      1214.724  (meters)    3985.31   (feet)  ADJUSTED  
 RC1352  ___________________________________________________________________
 RC1352  GEOID HEIGHT-         -20.96  (meters)                     GEOID03
 RC1352  DYNAMIC HT  -        1214.377 (meters)    3984.17  (feet)  COMP
 RC1352  MODELED GRAV-     980,288.2   (mgal)                       NAVD 88
 RC1352
 RC1352  VERT ORDER  -  SECOND    CLASS 0
 RC1352
 RC1352.The horizontal coordinates were scaled from a topographic map and have
 RC1352.an estimated accuracy of +/- 6 seconds.
 RC1352
 RC1352.The orthometric height was determined by differential leveling
 RC1352.and adjusted in June 1991.
 RC1352
 RC1352.The geoid height was determined by GEOID03.
 RC1352
 RC1352.The dynamic height is computed by dividing the NAVD 88
 RC1352.geopotential number by the normal gravity value computed on the
 RC1352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1352.degrees latitude (g = 980.6199 gals.).
 RC1352
 RC1352.The modeled gravity was interpolated from observed gravity values.
 RC1352
 RC1352;                    North         East    Units  Estimated Accuracy
 RC1352;SPC OR N     -   153,420.    2,406,170.      MT  (+/- 180 meters Scaled)
 RC1352
 RC1352                          SUPERSEDED SURVEY CONTROL
 RC1352
 RC1352  NGVD 29 (??/??/92) 1213.594  (m)         3981.60   (f) ADJ UNCH    2 0
 RC1352
 RC1352.Superseded values are not recommended for survey control.
 RC1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1352.See file dsdata.txt to determine how the superseded data were derived.
 RC1352
 RC1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ030883(NAD 83)
 RC1352_MARKER: DB = BENCH MARK DISK
 RC1352_SETTING: 66 = SET IN ROCK OUTCROP
 RC1352_SP_SET: ROCK OUTCROP
 RC1352_STAMPING: B 504 1949
 RC1352_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RC1352+STABILITY: POSITION/ELEVATION WELL
 RC1352
 RC1352  HISTORY     - Date     Condition        Report By
 RC1352  HISTORY     - 1949     MONUMENTED       CGS
 RC1352  HISTORY     - 1983     GOOD             USGS
 RC1352
 RC1352                          STATION DESCRIPTION
 RC1352
 RC1352'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 RC1352'5.6 MI SE FROM CLACKAMAS R S.
 RC1352'5.6 MILES SOUTHEAST ALONG THE SCHOOLIE PASTURE RANGER STATION ROAD
 RC1352'FROM CLACKAMAS RANGER STATION, ON WARM SPRINGS INDIAN RESERVATION, AT
 RC1352'A SHORT STEEP RISE, ON THE SOUTH SIDE OF A KNOLL, IN THE TOP OF A ROCK
 RC1352'OUTCROP MARKED BY THE WHITE PAINTED LETTERS USBM, 27 FEET NORTHEAST OF
 RC1352'THE CENTER LINE OF THE ROAD, AND 8 FEET NORTH OF A CAIRN.
 RC1352
 RC1352                          STATION RECOVERY (1983)
 RC1352
 RC1352'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 RC1352'FROM CLACKAMAS LAKE HISTORIC RANGER STATION, GO SOUTH ON FOREST
 RC1352'SERIVCE RD. 42 ( SKYLINE RD.) FOR 0.5 MILE, AND TURN EAST ON F.S. RD.
 RC1352'4270. FOLLOW THIS ROAD (IT BECOMES RD. W-200 ONCE IT ENTERS WARM
 RC1352'SPRINGS INDIAN RESVERATION) FOR 5.3 MILES TO THE BM. BM IS AT A SHORT
 RC1352'STEEP RISE, ON THE SOUTH SIDE OF A KNOLL, IN THE TOP OF A ROCK
 RC1352'OUTCROP MARKED BY THE WHITE PAINTED LETTERS 'USBM', 27 FT. NORTHEAST
 RC1352'OF THE CENTERLINE OF THE ROAD, AND 8 FT. NORTH OF A CAIRN.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0047 ***********************************************************************
 QC0047  DESIGNATION -  B 505
 QC0047  PID         -  QC0047
 QC0047  STATE/COUNTY-  OR/GRANT
 QC0047  USGS QUAD   -  CASTLE ROCK (1990)
 QC0047
 QC0047                         *CURRENT SURVEY CONTROL
 QC0047  ___________________________________________________________________
 QC0047* NAD 83(1986)-  44 03 16.     (N)    118 13 52.     (W)     SCALED    
 QC0047* NAVD 88     -      1357.233  (meters)    4452.86   (feet)  ADJUSTED  
 QC0047  ___________________________________________________________________
 QC0047  GEOID HEIGHT-         -17.81  (meters)                     GEOID03
 QC0047  DYNAMIC HT  -        1356.583 (meters)    4450.72  (feet)  COMP
 QC0047  MODELED GRAV-     980,092.6   (mgal)                       NAVD 88
 QC0047
 QC0047  VERT ORDER  -  SECOND    CLASS 0
 QC0047
 QC0047.The horizontal coordinates were scaled from a topographic map and have
 QC0047.an estimated accuracy of +/- 6 seconds.
 QC0047
 QC0047.The orthometric height was determined by differential leveling
 QC0047.and adjusted in June 1991.
 QC0047
 QC0047.The geoid height was determined by GEOID03.
 QC0047
 QC0047.The dynamic height is computed by dividing the NAVD 88
 QC0047.geopotential number by the normal gravity value computed on the
 QC0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0047.degrees latitude (g = 980.6199 gals.).
 QC0047
 QC0047.The modeled gravity was interpolated from observed gravity values.
 QC0047
 QC0047;                    North         East    Units  Estimated Accuracy
 QC0047;SPC OR N     -    45,650.    2,681,800.      MT  (+/- 180 meters Scaled)
 QC0047
 QC0047                          SUPERSEDED SURVEY CONTROL
 QC0047
 QC0047  NGVD 29 (??/??/92) 1356.033  (m)         4448.92   (f) ADJ UNCH    2 0
 QC0047
 QC0047.Superseded values are not recommended for survey control.
 QC0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0047.See file dsdata.txt to determine how the superseded data were derived.
 QC0047
 QC0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ013786(NAD 83)
 QC0047_MARKER: DB = BENCH MARK DISK
 QC0047_SETTING: 66 = SET IN ROCK OUTCROP
 QC0047_SP_SET: ROCK OUTCROP
 QC0047_STAMPING: B 505 1951
 QC0047_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QC0047+STABILITY: POSITION/ELEVATION WELL
 QC0047
 QC0047  HISTORY     - Date     Condition        Report By
 QC0047  HISTORY     - 1951     MONUMENTED       CGS
 QC0047
 QC0047                          STATION DESCRIPTION
 QC0047
 QC0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 QC0047'16.05 MI NW FROM BEULAH.
 QC0047'16.05 MILES NORTHWEST ALONG A ROAD LEADING TO IRONSIDE FROM THE SCHOOL
 QC0047'HOUSE IN BEULAH, AND ABOUT 0.15 MILE NORTH OF A CABIN, AT A FENCE AND
 QC0047'GATE ACROSS THE ROAD SET IN TOP OF A LARGE OUTCROP, 113 FEET EAST OF
 QC0047'THE CENTER OF THE GATE AND ROAD, 106 1/2 FEET EAST OF THE CENTER LINE
 QC0047'OF THE ROAD, 12.9 FEET NORTH OF A FENCE LINE, AND ABOUT 7 FEET HIGHER
 QC0047'THAN THE ROAD, AND MARKED WITH WHITE PAINTED LETTERS B M, SET IN TOP
 QC0047'OF A POINTED OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0022 ***********************************************************************
 QC0022  DESIGNATION -  B 506
 QC0022  PID         -  QC0022
 QC0022  STATE/COUNTY-  OR/MALHEUR
 QC0022  USGS QUAD   -  ELDORADO PASS (1984)
 QC0022
 QC0022                         *CURRENT SURVEY CONTROL
 QC0022  ___________________________________________________________________
 QC0022* NAD 83(1986)-  44 15 19.     (N)    118 00 52.     (W)     SCALED    
 QC0022* NAVD 88     -      1256.652  (meters)    4122.87   (feet)  ADJUSTED  
 QC0022  ___________________________________________________________________
 QC0022  GEOID HEIGHT-         -17.49  (meters)                     GEOID03
 QC0022  DYNAMIC HT  -        1256.125 (meters)    4121.14  (feet)  COMP
 QC0022  MODELED GRAV-     980,155.6   (mgal)                       NAVD 88
 QC0022
 QC0022  VERT ORDER  -  SECOND    CLASS 0
 QC0022
 QC0022.The horizontal coordinates were scaled from a topographic map and have
 QC0022.an estimated accuracy of +/- 6 seconds.
 QC0022
 QC0022.The orthometric height was determined by differential leveling
 QC0022.and adjusted in June 1991.
 QC0022
 QC0022.The geoid height was determined by GEOID03.
 QC0022
 QC0022.The dynamic height is computed by dividing the NAVD 88
 QC0022.geopotential number by the normal gravity value computed on the
 QC0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0022.degrees latitude (g = 980.6199 gals.).
 QC0022
 QC0022.The modeled gravity was interpolated from observed gravity values.
 QC0022
 QC0022;                    North         East    Units  Estimated Accuracy
 QC0022;SPC OR S     -   290,520.    1,698,490.      MT  (+/- 180 meters Scaled)
 QC0022
 QC0022                          SUPERSEDED SURVEY CONTROL
 QC0022
 QC0022  NGVD 29 (??/??/92) 1255.483  (m)         4119.03   (f) ADJ UNCH    2 0
 QC0022
 QC0022.Superseded values are not recommended for survey control.
 QC0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0022.See file dsdata.txt to determine how the superseded data were derived.
 QC0022
 QC0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK190007(NAD 83)
 QC0022_MARKER: DB = BENCH MARK DISK
 QC0022_SETTING: 66 = SET IN ROCK OUTCROP
 QC0022_SP_SET: ROCK OUTCROP
 QC0022_STAMPING: B 506 1951
 QC0022_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QC0022+STABILITY: POSITION/ELEVATION WELL
 QC0022
 QC0022  HISTORY     - Date     Condition        Report By
 QC0022  HISTORY     - 1951     MONUMENTED       CGS
 QC0022
 QC0022                          STATION DESCRIPTION
 QC0022
 QC0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 QC0022'7.05 MI SW FROM IRONSIDE.
 QC0022'0.4 MILE WEST ALONG THE U. S. HIGHWAY 28 FROM THE POST OFFICE AND
 QC0022'STORE IN IRONSIDE, THENCE 6.65 MILES SOUTHWEST ALONG COUNTY ROAD, SET
 QC0022'IN TOP OF LARGE LAVA OUTCROP, AT A WIRE GATE WITH ROCK PILES ON EACH
 QC0022'SIDE OF GATE FOR GATE POST SUPPORT, ABOUT 80 YARDS NORTHEAST OF A HUGE
 QC0022'OUTCROP ON SOUTHEAST SLOPE OF HILL, 44 1/2 FEET NORTHWEST ACROSS FENCE
 QC0022'LINE FROM THE CENTER LINE OF ROAD, 44.2 FEET NORTH OF THE NORTHEAST
 QC0022'GATE POST OF WIRE GATE, 18.6 FEET NORTHWEST OF THE SOUTHWEST-NORTHEAST
 QC0022'FENCE LINE, ABOUT 7 FEET HIGHER THAN ROAD, MARKED WITH WHITE PAINTED
 QC0022'LETTERS B M.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0180 ***********************************************************************
 RB0180  DESIGNATION -  B 507
 RB0180  PID         -  RB0180
 RB0180  STATE/COUNTY-  OR/UMATILLA
 RB0180  USGS QUAD   -  MEACHAM LAKE (1995)
 RB0180
 RB0180                         *CURRENT SURVEY CONTROL
 RB0180  ___________________________________________________________________
 RB0180* NAD 83(1986)-  45 29 38.     (N)    118 24 04.     (W)     SCALED    
 RB0180* NAVD 88     -      1235.379  (meters)    4053.07   (feet)  ADJUSTED  
 RB0180  ___________________________________________________________________
 RB0180  GEOID HEIGHT-         -18.62  (meters)                     GEOID03
 RB0180  DYNAMIC HT  -        1235.073 (meters)    4052.07  (feet)  COMP
 RB0180  MODELED GRAV-     980,324.8   (mgal)                       NAVD 88
 RB0180
 RB0180  VERT ORDER  -  FIRST     CLASS II
 RB0180
 RB0180.The horizontal coordinates were scaled from a topographic map and have
 RB0180.an estimated accuracy of +/- 6 seconds.
 RB0180
 RB0180.The orthometric height was determined by differential leveling
 RB0180.and adjusted in June 1991.
 RB0180
 RB0180.The geoid height was determined by GEOID03.
 RB0180
 RB0180.The dynamic height is computed by dividing the NAVD 88
 RB0180.geopotential number by the normal gravity value computed on the
 RB0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0180.degrees latitude (g = 980.6199 gals.).
 RB0180
 RB0180.The modeled gravity was interpolated from observed gravity values.
 RB0180
 RB0180;                    North         East    Units  Estimated Accuracy
 RB0180;SPC OR N     -   205,180.    2,664,030.      MT  (+/- 180 meters Scaled)
 RB0180
 RB0180                          SUPERSEDED SURVEY CONTROL
 RB0180
 RB0180  NGVD 29 (??/??/92) 1234.286  (m)         4049.49   (f) ADJ UNCH    1 2
 RB0180
 RB0180.Superseded values are not recommended for survey control.
 RB0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0180.See file dsdata.txt to determine how the superseded data were derived.
 RB0180
 RB0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL905387(NAD 83)
 RB0180_MARKER: DB = BENCH MARK DISK
 RB0180_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RB0180_SP_SET: FOUNDATION
 RB0180_STAMPING: B 507 1951
 RB0180_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RB0180
 RB0180  HISTORY     - Date     Condition        Report By
 RB0180  HISTORY     - 1951     MONUMENTED       CGS
 RB0180
 RB0180                          STATION DESCRIPTION
 RB0180
 RB0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 RB0180'1.9 MI SE FROM MEACHAM.
 RB0180'0.6 MILE SOUTH A LONG U.S. HIGHWAY 30 FROM MEACHAM, THENCE 1.3 MILES
 RB0180'EAST ALONG THE MEACHAM AIRSTRIP ROAD, AT THE MEACHAM EMERGENCY
 RB0180'AIRSTRIP, AT THE U.S. WEATHER BUREAU OFFICE, AND SET VERTICALLY IN THE
 RB0180'EAST FACE OF THE NORTHEAST CORNER OF A CONCRETE FOUNDATION OF THE
 RB0180'QUARTERS, AND ABOUT 1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0160 ***********************************************************************
 RB0160  DESIGNATION -  B 508
 RB0160  PID         -  RB0160
 RB0160  STATE/COUNTY-  OR/UNION
 RB0160  USGS QUAD   -  KAMELA SE (1984)
 RB0160
 RB0160                         *CURRENT SURVEY CONTROL
 RB0160  ___________________________________________________________________
 RB0160* NAD 83(1986)-  45 18 03.     (N)    118 17 30.     (W)     SCALED    
 RB0160* NAVD 88     -       948.981  (meters)    3113.45   (feet)  ADJUSTED  
 RB0160  ___________________________________________________________________
 RB0160  GEOID HEIGHT-         -17.76  (meters)                     GEOID03
 RB0160  DYNAMIC HT  -         948.738 (meters)    3112.65  (feet)  COMP
 RB0160  MODELED GRAV-     980,329.3   (mgal)                       NAVD 88
 RB0160
 RB0160  VERT ORDER  -  SECOND    CLASS 0
 RB0160
 RB0160.The horizontal coordinates were scaled from a topographic map and have
 RB0160.an estimated accuracy of +/- 6 seconds.
 RB0160
 RB0160.The orthometric height was determined by differential leveling
 RB0160.and adjusted in June 1991.
 RB0160
 RB0160.The geoid height was determined by GEOID03.
 RB0160
 RB0160.The dynamic height is computed by dividing the NAVD 88
 RB0160.geopotential number by the normal gravity value computed on the
 RB0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0160.degrees latitude (g = 980.6199 gals.).
 RB0160
 RB0160.The modeled gravity was interpolated from observed gravity values.
 RB0160
 RB0160;                    North         East    Units  Estimated Accuracy
 RB0160;SPC OR N     -   183,960.    2,673,170.      MT  (+/- 180 meters Scaled)
 RB0160
 RB0160                          SUPERSEDED SURVEY CONTROL
 RB0160
 RB0160  NGVD 29 (??/??/92)  947.870  (m)         3109.80   (f) ADJ UNCH    2 0
 RB0160
 RB0160.Superseded values are not recommended for survey control.
 RB0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0160.See file dsdata.txt to determine how the superseded data were derived.
 RB0160
 RB0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL987171(NAD 83)
 RB0160_MARKER: DB = BENCH MARK DISK
 RB0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0160_STAMPING: B 508 1951
 RB0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0160+STABILITY: SURFACE MOTION
 RB0160
 RB0160  HISTORY     - Date     Condition        Report By
 RB0160  HISTORY     - 1951     MONUMENTED       CGS
 RB0160
 RB0160                          STATION DESCRIPTION
 RB0160
 RB0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 RB0160'6.45 MI SW FROM HILGARD.
 RB0160'0.6 MILE EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT HILGARD,
 RB0160'THENCE 0.65 MILE WEST ALONG U. S. HIGHWAY 30, THENCE 5.15 MILES
 RB0160'SOUTHWEST ALONG THE STARKEY SECONDARY STATE HIGHWAY, AT THE C.A.A. FAN
 RB0160'MARKER TRANSMITTER IN THE SOUTHWEST CORNER OF THE FENCE AROUND
 RB0160'STATION, 30 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 29 1/2 FEET
 RB0160'WEST OF THE CENTER OF A GATE TO THE STATION, 2.3 FEET WEST OF A
 RB0160'WITNESS POST, 1.7 FEET NORTH OF A EAST WEST FENCE LINE, AND ABOUT
 RB0160'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 RB0160'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0177 ***********************************************************************
 RB0177  DESIGNATION -  B 509
 RB0177  PID         -  RB0177
 RB0177  STATE/COUNTY-  OR/UMATILLA
 RB0177  USGS QUAD   -  SULLIVAN GULCH (1995)
 RB0177
 RB0177                         *CURRENT SURVEY CONTROL
 RB0177  ___________________________________________________________________
 RB0177* NAD 83(1986)-  45 10 24.     (N)    118 33 51.     (W)     SCALED    
 RB0177* NAVD 88     -      1387.764  (meters)    4553.02   (feet)  ADJUSTED  
 RB0177  ___________________________________________________________________
 RB0177  GEOID HEIGHT-         -17.64  (meters)                     GEOID03
 RB0177  DYNAMIC HT  -        1387.277 (meters)    4551.42  (feet)  COMP
 RB0177  MODELED GRAV-     980,216.4   (mgal)                       NAVD 88
 RB0177
 RB0177  VERT ORDER  -  SECOND    CLASS 0
 RB0177
 RB0177.The horizontal coordinates were scaled from a topographic map and have
 RB0177.an estimated accuracy of +/- 6 seconds.
 RB0177
 RB0177.The orthometric height was determined by differential leveling
 RB0177.and adjusted in June 1991.
 RB0177
 RB0177.The geoid height was determined by GEOID03.
 RB0177
 RB0177.The dynamic height is computed by dividing the NAVD 88
 RB0177.geopotential number by the normal gravity value computed on the
 RB0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0177.degrees latitude (g = 980.6199 gals.).
 RB0177
 RB0177.The modeled gravity was interpolated from observed gravity values.
 RB0177
 RB0177;                    North         East    Units  Estimated Accuracy
 RB0177;SPC OR N     -   169,250.    2,652,140.      MT  (+/- 180 meters Scaled)
 RB0177
 RB0177                          SUPERSEDED SURVEY CONTROL
 RB0177
 RB0177  NGVD 29 (??/??/92) 1386.549  (m)         4549.04   (f) ADJ UNCH    2 0
 RB0177
 RB0177.Superseded values are not recommended for survey control.
 RB0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0177.See file dsdata.txt to determine how the superseded data were derived.
 RB0177
 RB0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL770033(NAD 83)
 RB0177_MARKER: DB = BENCH MARK DISK
 RB0177_SETTING: 66 = SET IN ROCK OUTCROP
 RB0177_SP_SET: ROCK OUTCROP
 RB0177_STAMPING: B 509 1951
 RB0177_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RB0177+STABILITY: POSITION/ELEVATION WELL
 RB0177
 RB0177  HISTORY     - Date     Condition        Report By
 RB0177  HISTORY     - 1951     MONUMENTED       CGS
 RB0177
 RB0177                          STATION DESCRIPTION
 RB0177
 RB0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 RB0177'22.5 MI E FROM UKIAH.
 RB0177'22.5 MILES EAST ALONG THE HILGARD ROAD FROM THE POST OFFICE AT UKIAH,
 RB0177'0.55 MILES WEST AT A CATTLE GUARD, AND SET IN THE SOUTH END OF A ROCK
 RB0177'OUTCROP, AND ABOUT 105 YARDS NORTHEAST OF THE NORTH END OF A 36 INCH
 RB0177'CORRUGATED METAL PILP CULVERT, 54 1/2 FEET NORTHWEST OF THE CENTER
 RB0177'LINE OF THE ROAD, AND ABOUT 4 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0981 ***********************************************************************
 RD0981  DESIGNATION -  B 51
 RD0981  PID         -  RD0981
 RD0981  STATE/COUNTY-  OR/POLK
 RD0981  USGS QUAD   -  GRAND RONDE (1979)
 RD0981
 RD0981                         *CURRENT SURVEY CONTROL
 RD0981  ___________________________________________________________________
 RD0981* NAD 83(1986)-  45 03 41.     (N)    123 34 23.     (W)     SCALED    
 RD0981* NAVD 88     -        92.276  (meters)     302.74   (feet)  ADJUSTED  
 RD0981  ___________________________________________________________________
 RD0981  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 RD0981  DYNAMIC HT  -          92.278 (meters)     302.75  (feet)  COMP
 RD0981  MODELED GRAV-     980,637.4   (mgal)                       NAVD 88
 RD0981
 RD0981  VERT ORDER  -  FIRST     CLASS II
 RD0981
 RD0981.The horizontal coordinates were scaled from a topographic map and have
 RD0981.an estimated accuracy of +/- 6 seconds.
 RD0981
 RD0981.The orthometric height was determined by differential leveling
 RD0981.and adjusted in June 1991.
 RD0981
 RD0981.The geoid height was determined by GEOID03.
 RD0981
 RD0981.The dynamic height is computed by dividing the NAVD 88
 RD0981.geopotential number by the normal gravity value computed on the
 RD0981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0981.degrees latitude (g = 980.6199 gals.).
 RD0981
 RD0981.The modeled gravity was interpolated from observed gravity values.
 RD0981
 RD0981;                    North         East    Units  Estimated Accuracy
 RD0981;SPC OR N     -   159,590.    2,258,040.      MT  (+/- 180 meters Scaled)
 RD0981
 RD0981                          SUPERSEDED SURVEY CONTROL
 RD0981
 RD0981  NGVD 29 (??/??/92)   91.218  (m)          299.27   (f) ADJ UNCH    1 2
 RD0981
 RD0981.Superseded values are not recommended for survey control.
 RD0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0981.See file dsdata.txt to determine how the superseded data were derived.
 RD0981
 RD0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ548899(NAD 83)
 RD0981_MARKER: DD = SURVEY DISK
 RD0981_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RD0981_SP_SET: CURB
 RD0981_STAMPING: B 51 1930
 RD0981_MARK LOGO: ORHD  
 RD0981_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD0981_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RD0981
 RD0981  HISTORY     - Date     Condition        Report By
 RD0981  HISTORY     - 1930     MONUMENTED       ORHD
 RD0981  HISTORY     - 1930     GOOD             NGS
 RD0981  HISTORY     - 19920915 GOOD             NGS
 RD0981
 RD0981                          STATION DESCRIPTION
 RD0981
 RD0981'DESCRIBED BY NATIONAL GEODETIC SURVEY 1930
 RD0981'3.0 MI E FROM GRAND RONDE.
 RD0981'IN EAST END OF NORTH CURB OF CONCRETE APPROACH TO STEEL BRIDGE OVER
 RD0981'YAMHILL RIVER AT VALLEY JUNCTION.
 RD0981
 RD0981                          STATION RECOVERY (1992)
 RD0981
 RD0981'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 RD0981'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD4377 ***********************************************************************
 RD4377  DESIGNATION -  B 51 RESET
 RD4377  PID         -  RD4377
 RD4377  STATE/COUNTY-  OR/POLK
 RD4377  USGS QUAD   -  GRAND RONDE (1979)
 RD4377
 RD4377                         *CURRENT SURVEY CONTROL
 RD4377  ___________________________________________________________________
 RD4377* NAD 83(1986)-  45 03 41.     (N)    123 34 23.     (W)     SCALED    
 RD4377* NAVD 88     -        93.69   (meters)     307.4    (feet)  RESET     
 RD4377  ___________________________________________________________________
 RD4377  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 RD4377  VERT ORDER  -  THIRD
 RD4377
 RD4377.The horizontal coordinates were scaled from a topographic map and have
 RD4377.an estimated accuracy of +/- 6 seconds.
 RD4377
 RD4377.The orthometric height was computed from unverified reset data.
 RD4377.No vertical observational check was made to the station.
 RD4377
 RD4377.The geoid height was determined by GEOID03.
 RD4377
 RD4377;                    North         East    Units  Estimated Accuracy
 RD4377;SPC OR N     -   159,590.    2,258,040.      MT  (+/- 180 meters Scaled)
 RD4377
 RD4377                          SUPERSEDED SURVEY CONTROL
 RD4377
 RD4377  NGVD 29 (10/26/06)   92.64   (m)          303.9    (f) RESET       3  
 RD4377
 RD4377.Superseded values are not recommended for survey control.
 RD4377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4377.See file dsdata.txt to determine how the superseded data were derived.
 RD4377
 RD4377_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ548899(NAD 83)
 RD4377_MARKER: DD = SURVEY DISK
 RD4377_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RD4377_SP_SET: GUARDRAIL
 RD4377_STAMPING: B 51 RESET 1992
 RD4377_MARK LOGO: ORDT  
 RD4377_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD4377_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RD4377
 RD4377  HISTORY     - Date     Condition        Report By
 RD4377  HISTORY     - 1992     MONUMENTED       ORDT
 RD4377
 RD4377                          STATION DESCRIPTION
 RD4377
 RD4377'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1992
 RD4377'THE MARK IS LOCATED IN VALLEY JUNCTION AT THE SOUTHWEST CORNER OF A
 RD4377'NEW BRIDGE OVER THE YAMHILL RIVER.  IT IS ABOUT 50 METERS (164.0 FT)
 RD4377'EAST OF THE JUNCTION OF HIGHWAYS 18 AND 22 AND ABOUT 0.7 METER (2.3
 RD4377'FT) HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0039 ***********************************************************************
 RB0039  DESIGNATION -  B 515
 RB0039  PID         -  RB0039
 RB0039  STATE/COUNTY-  OR/UMATILLA
 RB0039  USGS QUAD   -  BLALOCK MOUNTAIN (1995)
 RB0039
 RB0039                         *CURRENT SURVEY CONTROL
 RB0039  ___________________________________________________________________
 RB0039* NAD 83(1986)-  45 47 03.     (N)    118 11 04.     (W)     SCALED    
 RB0039* NAVD 88     -      1305.483  (meters)    4283.07   (feet)  ADJUSTED  
 RB0039  ___________________________________________________________________
 RB0039  GEOID HEIGHT-         -19.08  (meters)                     GEOID03
 RB0039  DYNAMIC HT  -        1305.151 (meters)    4281.98  (feet)  COMP
 RB0039  MODELED GRAV-     980,315.1   (mgal)                       NAVD 88
 RB0039
 RB0039  VERT ORDER  -  SECOND    CLASS 0
 RB0039
 RB0039.The horizontal coordinates were scaled from a topographic map and have
 RB0039.an estimated accuracy of +/- 6 seconds.
 RB0039
 RB0039.The orthometric height was determined by differential leveling
 RB0039.and adjusted in June 1991.
 RB0039
 RB0039.The geoid height was determined by GEOID03.
 RB0039
 RB0039.The dynamic height is computed by dividing the NAVD 88
 RB0039.geopotential number by the normal gravity value computed on the
 RB0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0039.degrees latitude (g = 980.6199 gals.).
 RB0039
 RB0039.The modeled gravity was interpolated from observed gravity values.
 RB0039
 RB0039;                    North         East    Units  Estimated Accuracy
 RB0039;SPC OR N     -   237,890.    2,680,030.      MT  (+/- 180 meters Scaled)
 RB0039
 RB0039                          SUPERSEDED SURVEY CONTROL
 RB0039
 RB0039  NGVD 29 (??/??/92) 1304.272  (m)         4279.10   (f) ADJ UNCH    2 0
 RB0039
 RB0039.Superseded values are not recommended for survey control.
 RB0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0039.See file dsdata.txt to determine how the superseded data were derived.
 RB0039
 RB0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML079707(NAD 83)
 RB0039_MARKER: DB = BENCH MARK DISK
 RB0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0039_STAMPING: B 515 1952
 RB0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0039+STABILITY: SURFACE MOTION
 RB0039
 RB0039  HISTORY     - Date     Condition        Report By
 RB0039  HISTORY     - 1952     MONUMENTED       CGS
 RB0039
 RB0039                          STATION DESCRIPTION
 RB0039
 RB0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 RB0039'5.9 MI W FROM TOLL GATE.
 RB0039'5.9 MILES WEST ALONG STATE HIGHWAY 204 FROM THE POST OFFICE AT TOLL
 RB0039'GATE, ONE POWER LINE POLE WEST OF A POINT WHERE THE POWER LINE CROSSES
 RB0039'THE HIGHWAY, AT THE T JUNCTION OF A PRIVATE DRIVE LEADING NORTH TO A
 RB0039'SMALL FRAME HOUSE, 32 FEET EAST OF THE CENTER LINE OF THE DRIVE, 29.3
 RB0039'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 2.8 FEET SOUTHEAST OF A
 RB0039'POWER LINE POLE WITH A GUY WIRE, 1.8 FEET SOUTHWEST OF A WITNESS POST,
 RB0039'ABOUT 4 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 RB0039'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0014 ***********************************************************************
 RD0014  DESIGNATION -  B 516
 RD0014  PID         -  RD0014
 RD0014  STATE/COUNTY-  OR/MULTNOMAH
 RD0014  USGS QUAD   -  WASHOUGAL (1994)
 RD0014
 RD0014                         *CURRENT SURVEY CONTROL
 RD0014  ___________________________________________________________________
 RD0014* NAD 83(1986)-  45 32 33.     (N)    122 21 40.     (W)     SCALED    
 RD0014* NAVD 88     -        12.745  (meters)      41.81   (feet)  ADJUSTED  
 RD0014  ___________________________________________________________________
 RD0014  GEOID HEIGHT-         -22.58  (meters)                     GEOID03
 RD0014  DYNAMIC HT  -          12.745 (meters)      41.81  (feet)  COMP
 RD0014  MODELED GRAV-     980,617.0   (mgal)                       NAVD 88
 RD0014
 RD0014  VERT ORDER  -  FIRST     CLASS II
 RD0014
 RD0014.The horizontal coordinates were scaled from a topographic map and have
 RD0014.an estimated accuracy of +/- 6 seconds.
 RD0014
 RD0014.The orthometric height was determined by differential leveling
 RD0014.and adjusted in June 1991.
 RD0014.WARNING-Repeat measurements at this control monument indicate possible
 RD0014.vertical movement.
 RD0014
 RD0014.The geoid height was determined by GEOID03.
 RD0014
 RD0014.The dynamic height is computed by dividing the NAVD 88
 RD0014.geopotential number by the normal gravity value computed on the
 RD0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0014.degrees latitude (g = 980.6199 gals.).
 RD0014
 RD0014.The modeled gravity was interpolated from observed gravity values.
 RD0014
 RD0014;                    North         East    Units  Estimated Accuracy
 RD0014;SPC OR N     -   210,120.    2,354,670.      MT  (+/- 180 meters Scaled)
 RD0014
 RD0014                          SUPERSEDED SURVEY CONTROL
 RD0014
 RD0014  NGVD 29 (??/??/92)   11.771  (m)           38.62   (f) ADJ UNCH    1 2
 RD0014
 RD0014.Superseded values are not recommended for survey control.
 RD0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0014.See file dsdata.txt to determine how the superseded data were derived.
 RD0014
 RD0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER498434(NAD 83)
 RD0014_MARKER: DB = BENCH MARK DISK
 RD0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0014_SP_SET: CONCRETE POST
 RD0014_STAMPING: B 516 1957
 RD0014_MARK LOGO: CGS   
 RD0014_PROJECTION: FLUSH
 RD0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0014+STABILITY: SURFACE MOTION
 RD0014
 RD0014  HISTORY     - Date     Condition        Report By
 RD0014  HISTORY     - 1957     MONUMENTED       CGS
 RD0014  HISTORY     - 1987     GOOD             USPSQD
 RD0014  HISTORY     - 1987     GOOD             USPSQD
 RD0014  HISTORY     - 1987     GOOD             NGS
 RD0014  HISTORY     - 20051012 MARK NOT FOUND   USPSQD
 RD0014
 RD0014                          STATION DESCRIPTION
 RD0014
 RD0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 RD0014'1.2 MI NE FROM TROUTDALE.
 RD0014'0.2 MILE WEST ALONG EAST COLUMBIA STREET FROM THE POST OFFICE AT
 RD0014'TROUTDALE, THENCE 0.3 MILE NORTH ALONG A PAVED ROAD, THENCE 1.4 MILES
 RD0014'EAST ALONG U.S. HIGHWAY 30, IN T 1 N - R 3 E, 4 POLES WEST OF RAILROAD
 RD0014'MILEPOLE 17, 302.9 FEET WEST OF HIGHWAY MILEPOST 17, 49.7 FEET SOUTH
 RD0014'OF THE CENTER LINE OF THE SOUTH LANES OF THE HIGHWAY, 47.9 FEET NORTH
 RD0014'OF THE NORTH RAIL OF THE UNION PACIFIC RAILROAD TRACK, 25 FEET NORTH
 RD0014'OF A TELEPHONE POLE, 2.0 FEET WEST OF A WITNESS POST, ABOUT 4 FEET
 RD0014'LOWER THEN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 RD0014'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 RD0014
 RD0014                          STATION RECOVERY (1987)
 RD0014
 RD0014'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWE)
 RD0014'RECOVERED IN GOOD CONDITION.
 RD0014
 RD0014                          STATION RECOVERY (1987)
 RD0014
 RD0014'RECOVERY NOTE BY US POWER SQUADRON 1987 (ECD)
 RD0014'RECOVERED IN GOOD CONDITION.
 RD0014
 RD0014                          STATION RECOVERY (1987)
 RD0014
 RD0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD0014'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.48 KM
 RD0014'(0.30 MI) NORTH ALONG GRAHAM ROAD FROM THE JUNCTION OF COLUMBIA STREET
 RD0014'IN TROUTDALE, THENCE 2.33 KM (1.45 MI) EAST ALONG INTERSTATE HIGHWAY
 RD0014'84, 0.14 KM (0.10 MI) WEST OF HIGHWAY MILEPOST 19, 4 POLES WEST OF
 RD0014'RAILROAD MILEPOST 17, 15.2 M (49.9 FT) SOUTH OF THE CENTERLINE OF THE
 RD0014'HIGHWAY EASTBOUND, 9.7 M (31.8 FT) NORTH OF THE NORTH RAIL OF THE
 RD0014'NORTHMOST SET OF RAILROAD TRACKS, 2.4 M (7.9 FT) NORTH OF A TELEPHONE
 RD0014'POLE, 0.3 M (1.0 FT) NORTH OF A FENCE.
 RD0014'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 RD0014'THE MARK IS 1.2 M BELOW THE HIGHWAY.
 RD0014
 RD0014                          STATION RECOVERY (2005)
 RD0014
 RD0014'RECOVERY NOTE BY US POWER SQUADRON 2005 (SO)
 RD0014'WITNESS POST ONLY. EXCAVATE 1 FT IN ALL DIRECTIONS FAILED TO FIND
 RD0014'MARKER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0905 ***********************************************************************
 RB0905  DESIGNATION -  B 517
 RB0905  PID         -  RB0905
 RB0905  STATE/COUNTY-  OR/MORROW
 RB0905  USGS QUAD   -  BOARDMAN (1993)
 RB0905
 RB0905                         *CURRENT SURVEY CONTROL
 RB0905  ___________________________________________________________________
 RB0905* NAD 83(1986)-  45 50 30.     (N)    119 40 05.     (W)     SCALED    
 RB0905* NAVD 88     -        97.468  (meters)     319.78   (feet)  ADJUSTED  
 RB0905  ___________________________________________________________________
 RB0905  GEOID HEIGHT-         -21.88  (meters)                     GEOID03
 RB0905  DYNAMIC HT  -          97.468 (meters)     319.78  (feet)  COMP
 RB0905  MODELED GRAV-     980,616.7   (mgal)                       NAVD 88
 RB0905
 RB0905  VERT ORDER  -  SECOND    CLASS 0
 RB0905
 RB0905.The horizontal coordinates were scaled from a topographic map and have
 RB0905.an estimated accuracy of +/- 6 seconds.
 RB0905
 RB0905.The orthometric height was determined by differential leveling
 RB0905.and adjusted in June 1991.
 RB0905
 RB0905.The geoid height was determined by GEOID03.
 RB0905
 RB0905.The dynamic height is computed by dividing the NAVD 88
 RB0905.geopotential number by the normal gravity value computed on the
 RB0905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0905.degrees latitude (g = 980.6199 gals.).
 RB0905
 RB0905.The modeled gravity was interpolated from observed gravity values.
 RB0905
 RB0905;                    North         East    Units  Estimated Accuracy
 RB0905;SPC OR N     -   242,030.    2,564,630.      MT  (+/- 180 meters Scaled)
 RB0905
 RB0905                          SUPERSEDED SURVEY CONTROL
 RB0905
 RB0905  NGVD 29 (??/??/92)   96.455  (m)          316.45   (f) ADJ UNCH    2 0
 RB0905
 RB0905.Superseded values are not recommended for survey control.
 RB0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0905.See file dsdata.txt to determine how the superseded data were derived.
 RB0905
 RB0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKL928799(NAD 83)
 RB0905_MARKER: DB = BENCH MARK DISK
 RB0905_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RB0905_SP_SET: RETAINING WALL
 RB0905_STAMPING: B 517 1959
 RB0905_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RB0905
 RB0905  HISTORY     - Date     Condition        Report By
 RB0905  HISTORY     - 1959     MONUMENTED       CGS
 RB0905  HISTORY     - 1963     GOOD             NGS
 RB0905
 RB0905                          STATION DESCRIPTION
 RB0905
 RB0905'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RB0905'1.15 MI SE FROM MESSNER.
 RB0905'0.2 MILE WEST ALONG SAM BOARDMAN AVENUE FROM THE SECTION FOREMANS
 RB0905'HOUSE AT MESSNER, THENCE 0.45 MILE SOUTH ALONG A GRAVEL ROAD, THENCE
 RB0905'0.5 MILE EAST ALONG U.S. HIGHWAY 30, 1.35 MILES SOUTHEAST OF BENCH
 RB0905'MARK K 377, IN TOP OF THE SOUTHWEST END OF THE SOUTHEAST RETAINING
 RB0905'WALL OF U.S. HIGHWAY 30 OVERPASS OVER U.S. HIGHWAY 730 AND STATE
 RB0905'HIGHWAY 32, 18 1/2 FEET SOUTH OF THE CENTER LINE OF THE WEST BOUND
 RB0905'LANES OF U.S. HIGHWAY 30, 0.7 FOOT SOUTH OF THE SOUTH EDGE OF A
 RB0905'CONCRETE GUARDRAIL, AND ABOUT LEVEL WITH THE HIGHWAY.
 RB0905
 RB0905                          STATION RECOVERY (1963)
 RB0905
 RB0905'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 RB0905'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB1519 ***********************************************************************
 RB1519  DESIGNATION -  B 517 RESET
 RB1519  PID         -  RB1519
 RB1519  STATE/COUNTY-  OR/MORROW
 RB1519  USGS QUAD   -  BOARDMAN (1993)
 RB1519
 RB1519                         *CURRENT SURVEY CONTROL
 RB1519  ___________________________________________________________________
 RB1519* NAD 83(1986)-  45 50 30.     (N)    119 40 05.     (W)     SCALED    
 RB1519* NAVD 88     -       100.43   (meters)     329.5    (feet)  RESET     
 RB1519  ___________________________________________________________________
 RB1519  GEOID HEIGHT-         -21.88  (meters)                     GEOID03
 RB1519  VERT ORDER  -  THIRD
 RB1519
 RB1519.The horizontal coordinates were scaled from a topographic map and have
 RB1519.an estimated accuracy of +/- 6 seconds.
 RB1519
 RB1519.The orthometric height was computed from unverified reset data.
 RB1519.No vertical observational check was made to the station.
 RB1519
 RB1519.The geoid height was determined by GEOID03.
 RB1519
 RB1519;                    North         East    Units  Estimated Accuracy
 RB1519;SPC OR N     -   242,030.    2,564,630.      MT  (+/- 180 meters Scaled)
 RB1519
 RB1519                          SUPERSEDED SURVEY CONTROL
 RB1519
 RB1519  NGVD 29 (10/26/06)   99.42   (m)          326.2    (f) RESET       3  
 RB1519
 RB1519.Superseded values are not recommended for survey control.
 RB1519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1519.See file dsdata.txt to determine how the superseded data were derived.
 RB1519
 RB1519_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKL928799(NAD 83)
 RB1519_MARKER: DB = BENCH MARK DISK
 RB1519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB1519_SP_SET: CONCRETE POST
 RB1519_STAMPING: B 517 RESET 1983
 RB1519_MARK LOGO: NGS   
 RB1519_MAGNETIC: N = NO MAGNETIC MATERIAL
 RB1519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB1519+STABILITY: SURFACE MOTION
 RB1519
 RB1519  HISTORY     - Date     Condition        Report By
 RB1519  HISTORY     - 1983     MONUMENTED       NGS
 RB1519  HISTORY     - 20070315 MARK NOT FOUND   USPSQD
 RB1519
 RB1519                          STATION DESCRIPTION
 RB1519
 RB1519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RB1519'FROM THE INTERSECTION OF N MAIN AND COLUMBIA AVENUES NE.,
 RB1519'IN BOARDMAN BY GOING EAST ON COLUMBIA AVENUE FOR 2.6 KM (1.6 MI) TO
 RB1519'WHERE ROAD CURVES NORTHEAST, THE MARK IS 0.2 KM (0.1 MI) EAST OF THE
 RB1519'POINT.  20 METERS NORTH OF CENTERLINE OF OLD HIGHWAY, 10 METERS EAST
 RB1519'OF POINT OF LAND WHICH DROPS OFF ON TWO SIDES, 3 METERS NORTH OF TOP
 RB1519'OF CUT, 0.4 METERS WEST OF A FIBERGLASS WITNESS POST, AND 3 METERS
 RB1519'ABOVE THE GROUND.
 RB1519
 RB1519                          STATION RECOVERY (2007)
 RB1519
 RB1519'RECOVERY NOTE BY US POWER SQUADRON 2007 (RHH)
 RB1519'ACCORDING TO ODOT THE EASTBOUND STRUCTURE OF THE I-84 INTERCHANGE NO.
 RB1519'165 WAS CONSTRUCTED IN 1983 AND THE WESTBOUND STRUCTURE WAS
 RB1519'CONSTRUCTED IN 1984.  THE RESET MARK MONUMENTED IN 1983 WAS POSSIBLY
 RB1519'REMOVED WHEN THE WESTBOUND OFFRAMP LANE WAS CONSTRUCTED THE FOLLOWING
 RB1519'YEAR.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0978 ***********************************************************************
 RB0978  DESIGNATION -  B 517 X
 RB0978  PID         -  RB0978
 RB0978  STATE/COUNTY-  OR/MORROW
 RB0978  USGS QUAD   -  CECIL (1968)
 RB0978
 RB0978                         *CURRENT SURVEY CONTROL
 RB0978  ___________________________________________________________________
 RB0978* NAD 83(1986)-  45 33 46.     (N)    119 55 54.     (W)     SCALED    
 RB0978* NAVD 88     -       237.788  (meters)     780.14   (feet)  ADJUSTED  
 RB0978  ___________________________________________________________________
 RB0978  GEOID HEIGHT-         -21.52  (meters)                     GEOID03
 RB0978  DYNAMIC HT  -         237.773 (meters)     780.09  (feet)  COMP
 RB0978  MODELED GRAV-     980,548.2   (mgal)                       NAVD 88
 RB0978
 RB0978  VERT ORDER  -  SECOND    CLASS 0
 RB0978
 RB0978.The horizontal coordinates were scaled from a topographic map and have
 RB0978.an estimated accuracy of +/- 6 seconds.
 RB0978
 RB0978.The orthometric height was determined by differential leveling
 RB0978.and adjusted in June 1991.
 RB0978
 RB0978.The geoid height was determined by GEOID03.
 RB0978
 RB0978.The dynamic height is computed by dividing the NAVD 88
 RB0978.geopotential number by the normal gravity value computed on the
 RB0978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0978.degrees latitude (g = 980.6199 gals.).
 RB0978
 RB0978.The modeled gravity was interpolated from observed gravity values.
 RB0978
 RB0978;                    North         East    Units  Estimated Accuracy
 RB0978;SPC OR N     -   210,860.    2,544,370.      MT  (+/- 180 meters Scaled)
 RB0978
 RB0978                          SUPERSEDED SURVEY CONTROL
 RB0978
 RB0978  NGVD 29 (??/??/92)  236.763  (m)          776.78   (f) ADJ UNCH    2 0
 RB0978
 RB0978.Superseded values are not recommended for survey control.
 RB0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0978.See file dsdata.txt to determine how the superseded data were derived.
 RB0978
 RB0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKL712496(NAD 83)
 RB0978_MARKER: DB = BENCH MARK DISK
 RB0978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0978_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0978_STAMPING: B 517 X 1959
 RB0978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0978+STABILITY: SURFACE MOTION
 RB0978
 RB0978  HISTORY     - Date     Condition        Report By
 RB0978  HISTORY     - 1959     MONUMENTED       CGS
 RB0978
 RB0978                          STATION DESCRIPTION
 RB0978
 RB0978'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RB0978'0.95 MI NW FROM MORGAN.
 RB0978'0.95 MILE NORTHWEST ALONG STATE HIGHWAY 74 FROM THE MORROW COUNTY
 RB0978'GRAIN GROWERS ELEVATOR AT MORGAN, 0.35 MILE NORTH OF HIGHWAY MILEPOST
 RB0978'20, 0.1 MILE NORTHWEST OF RAILROAD MILEPOST 19, AT THE SOUTHEAST END
 RB0978'OF A SMALL CUT, 26 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 RB0978'36 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE UNION PACIFIC RAILROAD,
 RB0978'1.0 FOOT NORTHEAST OF A FENCE, 1.0 FOOT SOUTHWEST OF A WITNESS POST,
 RB0978'ABOUT 1 FOOT LOWER THAN THE HIGHWAY, ABOUT 11 FEET HIGHER THAN THE
 RB0978'RAILROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 RB0978'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0938 ***********************************************************************
 RB0938  DESIGNATION -  B 518
 RB0938  PID         -  RB0938
 RB0938  STATE/COUNTY-  OR/MORROW
 RB0938  USGS QUAD   -  STRAWBERRY CANYON SW (1968)
 RB0938
 RB0938                         *CURRENT SURVEY CONTROL
 RB0938  ___________________________________________________________________
 RB0938* NAD 83(1986)-  45 31 22.     (N)    119 38 05.     (W)     SCALED    
 RB0938* NAVD 88     -       403.268  (meters)    1323.06   (feet)  ADJUSTED  
 RB0938  ___________________________________________________________________
 RB0938  GEOID HEIGHT-         -21.30  (meters)                     GEOID03
 RB0938  DYNAMIC HT  -         403.225 (meters)    1322.91  (feet)  COMP
 RB0938  MODELED GRAV-     980,497.6   (mgal)                       NAVD 88
 RB0938
 RB0938  VERT ORDER  -  SECOND    CLASS 0
 RB0938
 RB0938.The horizontal coordinates were scaled from a topographic map and have
 RB0938.an estimated accuracy of +/- 6 seconds.
 RB0938
 RB0938.The orthometric height was determined by differential leveling
 RB0938.and adjusted in June 1991.
 RB0938
 RB0938.The geoid height was determined by GEOID03.
 RB0938
 RB0938.The dynamic height is computed by dividing the NAVD 88
 RB0938.geopotential number by the normal gravity value computed on the
 RB0938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0938.degrees latitude (g = 980.6199 gals.).
 RB0938
 RB0938.The modeled gravity was interpolated from observed gravity values.
 RB0938
 RB0938;                    North         East    Units  Estimated Accuracy
 RB0938;SPC OR N     -   206,620.    2,567,590.      MT  (+/- 180 meters Scaled)
 RB0938
 RB0938                          SUPERSEDED SURVEY CONTROL
 RB0938
 RB0938  NGVD 29 (??/??/92)  402.226  (m)         1319.64   (f) ADJ UNCH    2 0
 RB0938
 RB0938.Superseded values are not recommended for survey control.
 RB0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0938.See file dsdata.txt to determine how the superseded data were derived.
 RB0938
 RB0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKL942444(NAD 83)
 RB0938_MARKER: DB = BENCH MARK DISK
 RB0938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0938_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0938_STAMPING: B 518 1959
 RB0938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0938+STABILITY: SURFACE MOTION
 RB0938
 RB0938  HISTORY     - Date     Condition        Report By
 RB0938  HISTORY     - 1959     MONUMENTED       CGS
 RB0938
 RB0938                          STATION DESCRIPTION
 RB0938
 RB0938'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RB0938'6.75 MI NE FROM LEXINGTON.
 RB0938'6.75 MILES NORTHEAST ALONG STATE HIGHWAY 207 FROM THE PUBLIC SCHOOL AT
 RB0938'LEXINGTON, 0.35 MILE SOUTH-SOUTHEAST OF MILEPOST 7, 0.3 MILE SOUTH OF
 RB0938'THE JUNCTION OF A DRIVEWAY LEADING WEST TO A FARMHOUSE, 0.15 MILE
 RB0938'NORTH OF THE NORTH END OF A HIGHWAY BORROW PIT, 31 FEET WEST-SOUTHWEST
 RB0938'OF THE CENTER LINE OF THE HIGHWAY, 2.0 FEET NORTHEAST OF A POWER POLE
 RB0938'WITH A GUY WIRE, 0.6 FOOT EAST-NORTHEAST OF A FENCE, 1.1 FEET
 RB0938'WEST-NORTHWEST OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE
 RB0938'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 RB0938'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0953 ***********************************************************************
 RB0953  DESIGNATION -  B 519
 RB0953  PID         -  RB0953
 RB0953  STATE/COUNTY-  OR/MORROW
 RB0953  USGS QUAD   -  STRAWBERRY CANYON SW (1968)
 RB0953
 RB0953                         *CURRENT SURVEY CONTROL
 RB0953  ___________________________________________________________________
 RB0953* NAD 83(1986)-  45 35 45.     (N)    119 40 29.     (W)     SCALED    
 RB0953* NAVD 88     -       308.432  (meters)    1011.91   (feet)  ADJUSTED  
 RB0953  ___________________________________________________________________
 RB0953  GEOID HEIGHT-         -21.56  (meters)                     GEOID03
 RB0953  DYNAMIC HT  -         308.408 (meters)    1011.84  (feet)  COMP
 RB0953  MODELED GRAV-     980,530.7   (mgal)                       NAVD 88
 RB0953
 RB0953  VERT ORDER  -  SECOND    CLASS 0
 RB0953
 RB0953.The horizontal coordinates were scaled from a topographic map and have
 RB0953.an estimated accuracy of +/- 6 seconds.
 RB0953
 RB0953.The orthometric height was determined by differential leveling
 RB0953.and adjusted in June 1991.
 RB0953
 RB0953.The geoid height was determined by GEOID03.
 RB0953
 RB0953.The dynamic height is computed by dividing the NAVD 88
 RB0953.geopotential number by the normal gravity value computed on the
 RB0953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0953.degrees latitude (g = 980.6199 gals.).
 RB0953
 RB0953.The modeled gravity was interpolated from observed gravity values.
 RB0953
 RB0953;                    North         East    Units  Estimated Accuracy
 RB0953;SPC OR N     -   214,700.    2,564,390.      MT  (+/- 180 meters Scaled)
 RB0953
 RB0953                          SUPERSEDED SURVEY CONTROL
 RB0953
 RB0953  NGVD 29 (??/??/92)  307.405  (m)         1008.54   (f) ADJ UNCH    2 0
 RB0953
 RB0953.Superseded values are not recommended for survey control.
 RB0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0953.See file dsdata.txt to determine how the superseded data were derived.
 RB0953
 RB0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKL913526(NAD 83)
 RB0953_MARKER: DB = BENCH MARK DISK
 RB0953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0953_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0953_STAMPING: B 519 1959
 RB0953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0953+STABILITY: SURFACE MOTION
 RB0953
 RB0953  HISTORY     - Date     Condition        Report By
 RB0953  HISTORY     - 1959     MONUMENTED       CGS
 RB0953
 RB0953                          STATION DESCRIPTION
 RB0953
 RB0953'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RB0953'15.15 MI E FROM CECIL.
 RB0953'1.4 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE POST
 RB0953'OFFICE AT CECIL, THENCE 0.2 MILE NORTHEAST ACROSS COUNTRY, THENCE 9.5
 RB0953'MILES EAST ALONG A GRAVEL ROAD, THENCE 0.5 MILE SOUTH ALONG A GRAVEL
 RB0953'ROAD, THENCE 3.55 MILES EAST ALONG A GRAVEL ROAD, AT THE T JUNCTION OF
 RB0953'A POWER LINE, 22 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 2 FEET
 RB0953'WEST OF THE T JUNCTION POWER POLE WITH A GUY WIRE, 1 1/2 FEET EAST OF
 RB0953'THE EAST END OF A GATE, 0.6 FOOT NORTH OF A FENCE, 1.6 FEET SOUTH OF A
 RB0953'WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF
 RB0953'A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1123 ***********************************************************************
 QE1123  DESIGNATION -  B 52
 QE1123  PID         -  QE1123
 QE1123  STATE/COUNTY-  OR/LINCOLN
 QE1123  USGS QUAD   -  LINCOLN CITY (1984)
 QE1123
 QE1123                         *CURRENT SURVEY CONTROL
 QE1123  ___________________________________________________________________
 QE1123* NAD 83(1986)-  44 58 12.     (N)    124 00 48.     (W)     SCALED    
 QE1123* NAVD 88     -        10.813  (meters)      35.48   (feet)  ADJUSTED  
 QE1123  ___________________________________________________________________
 QE1123  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 QE1123  DYNAMIC HT  -          10.814 (meters)      35.48  (feet)  COMP
 QE1123  MODELED GRAV-     980,647.5   (mgal)                       NAVD 88
 QE1123
 QE1123  VERT ORDER  -  FIRST     CLASS II
 QE1123
 QE1123.The horizontal coordinates were scaled from a topographic map and have
 QE1123.an estimated accuracy of +/- 6 seconds.
 QE1123
 QE1123.The orthometric height was determined by differential leveling
 QE1123.and adjusted in June 1991.
 QE1123
 QE1123.The geoid height was determined by GEOID03.
 QE1123
 QE1123.The dynamic height is computed by dividing the NAVD 88
 QE1123.geopotential number by the normal gravity value computed on the
 QE1123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1123.degrees latitude (g = 980.6199 gals.).
 QE1123
 QE1123.The modeled gravity was interpolated from observed gravity values.
 QE1123
 QE1123;                    North         East    Units  Estimated Accuracy
 QE1123;SPC OR N     -   150,850.    2,222,960.      MT  (+/- 180 meters Scaled)
 QE1123
 QE1123                          SUPERSEDED SURVEY CONTROL
 QE1123
 QE1123  NGVD 29 (??/??/92)    9.801  (m)           32.16   (f) ADJ UNCH    1 2
 QE1123
 QE1123.Superseded values are not recommended for survey control.
 QE1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1123.See file dsdata.txt to determine how the superseded data were derived.
 QE1123
 QE1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ200801(NAD 83)
 QE1123_MARKER: DB = BENCH MARK DISK
 QE1123_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QE1123_SP_SET: STEP
 QE1123_STAMPING: B 52 1930 31.47
 QE1123_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE1123_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QE1123+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2005
 QE1123
 QE1123  HISTORY     - Date     Condition        Report By
 QE1123  HISTORY     - 1930     MONUMENTED       CGS
 QE1123  HISTORY     - 1965     GOOD             NGS
 QE1123  HISTORY     - 1987     MARK NOT FOUND   NGS
 QE1123  HISTORY     - 1989     GOOD             USPSQD
 QE1123  HISTORY     - 1989     GOOD             USPSQD
 QE1123  HISTORY     - 20040508 GOOD             USPSQD
 QE1123  HISTORY     - 20051211 GOOD             USPSQD
 QE1123
 QE1123                          STATION DESCRIPTION
 QE1123
 QE1123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 QE1123'IN DELAKE.
 QE1123'120 FEET WEST OF THE CENTER OF U.S. HIGHWAY 101, IN THE TOP OF THE
 QE1123'NORTH END OF THE CONCRETE STEP AT THE WEST ENTRANCE TO THE DELAKE
 QE1123'SCHOOL, 10 FEET NORTH OF THE ENTRANCE AND 9 FEET NORTHEAST OF THE FLAG
 QE1123'STAFF.
 QE1123
 QE1123                          STATION RECOVERY (1987)
 QE1123
 QE1123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE1123'MARK NOT FOUND.
 QE1123
 QE1123                          STATION RECOVERY (1989)
 QE1123
 QE1123'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 QE1123'RECOVERED IN GOOD CONDITION.
 QE1123
 QE1123                          STATION RECOVERY (1989)
 QE1123
 QE1123'RECOVERY NOTE BY US POWER SQUADRON 1989 (RCC)
 QE1123'RECOVERED IN GOOD CONDITION.
 QE1123
 QE1123                          STATION RECOVERY (2004)
 QE1123
 QE1123'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 QE1123'RECOVERED IN GOOD CONDITION.
 QE1123
 QE1123                          STATION RECOVERY (2005)
 QE1123
 QE1123'RECOVERY NOTE BY US POWER SQUADRON 2005
 QE1123'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0557 ***********************************************************************
 RB0557  DESIGNATION -  B 520
 RB0557  PID         -  RB0557
 RB0557  STATE/COUNTY-  OR/MORROW
 RB0557  USGS QUAD   -  VEY RANCH (1968)
 RB0557
 RB0557                         *CURRENT SURVEY CONTROL
 RB0557  ___________________________________________________________________
 RB0557* NAD 83(1986)-  45 32 51.     (N)    119 17 48.     (W)     SCALED    
 RB0557* NAVD 88     -       450.461  (meters)    1477.89   (feet)  ADJUSTED  
 RB0557  ___________________________________________________________________
 RB0557  GEOID HEIGHT-         -21.08  (meters)                     GEOID03
 RB0557  DYNAMIC HT  -         450.401 (meters)    1477.69  (feet)  COMP
 RB0557  MODELED GRAV-     980,468.7   (mgal)                       NAVD 88
 RB0557
 RB0557  VERT ORDER  -  SECOND    CLASS 0
 RB0557
 RB0557.The horizontal coordinates were scaled from a topographic map and have
 RB0557.an estimated accuracy of +/- 6 seconds.
 RB0557
 RB0557.The orthometric height was determined by differential leveling
 RB0557.and adjusted in June 1991.
 RB0557
 RB0557.The geoid height was determined by GEOID03.
 RB0557
 RB0557.The dynamic height is computed by dividing the NAVD 88
 RB0557.geopotential number by the normal gravity value computed on the
 RB0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0557.degrees latitude (g = 980.6199 gals.).
 RB0557
 RB0557.The modeled gravity was interpolated from observed gravity values.
 RB0557
 RB0557;                    North         East    Units  Estimated Accuracy
 RB0557;SPC OR N     -   209,700.    2,593,960.      MT  (+/- 180 meters Scaled)
 RB0557
 RB0557                          SUPERSEDED SURVEY CONTROL
 RB0557
 RB0557  NGVD 29 (??/??/92)  449.404  (m)         1474.42   (f) ADJ UNCH    2 0
 RB0557
 RB0557.Superseded values are not recommended for survey control.
 RB0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0557.See file dsdata.txt to determine how the superseded data were derived.
 RB0557
 RB0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL207463(NAD 83)
 RB0557_MARKER: DB = BENCH MARK DISK
 RB0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0557_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0557_STAMPING: B 520 1959
 RB0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0557+STABILITY: SURFACE MOTION
 RB0557
 RB0557  HISTORY     - Date     Condition        Report By
 RB0557  HISTORY     - 1959     MONUMENTED       CGS
 RB0557
 RB0557                          STATION DESCRIPTION
 RB0557
 RB0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RB0557'12.3 MI NW FROM VINSON.
 RB0557'0.2 MILE NORTHEAST ALONG STATE HIGHWAY 74 FROM THE CONCRETE BRIDGE
 RB0557'OVER THE NORTH FORK OF BUTTER CREEK AT VINSON, THENCE 12.1 MILES
 RB0557'NORTHWEST ALONG A GRAVEL ROAD, 0.1 MILE EAST OF A 18-INCH PIPE CULVERT
 RB0557'UNDER THE ROAD, 0.05 MILE EAST OF A FENCE CORNER, 31 FEET SOUTH OF THE
 RB0557'CENTER LINE OF THE ROAD, 1.4 FEET NORTH OF A FENCE, 1.6 FEET SOUTH OF
 RB0557'A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE ROAD, AND SET IN THE TOP
 RB0557'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0565 ***********************************************************************
 RB0565  DESIGNATION -  B 520 X
 RB0565  PID         -  RB0565
 RB0565  STATE/COUNTY-  OR/MORROW
 RB0565  USGS QUAD   -  BUTTER CREEK JUNCTION (1968)
 RB0565
 RB0565                         *CURRENT SURVEY CONTROL
 RB0565  ___________________________________________________________________
 RB0565* NAD 83(1986)-  45 35 29.     (N)    119 25 03.     (W)     SCALED    
 RB0565* NAVD 88     -       337.552  (meters)    1107.45   (feet)  ADJUSTED  
 RB0565  ___________________________________________________________________
 RB0565  GEOID HEIGHT-         -21.37  (meters)                     GEOID03
 RB0565  DYNAMIC HT  -         337.519 (meters)    1107.34  (feet)  COMP
 RB0565  MODELED GRAV-     980,510.0   (mgal)                       NAVD 88
 RB0565
 RB0565  VERT ORDER  -  SECOND    CLASS 0
 RB0565
 RB0565.The horizontal coordinates were scaled from a topographic map and have
 RB0565.an estimated accuracy of +/- 6 seconds.
 RB0565
 RB0565.The orthometric height was determined by differential leveling
 RB0565.and adjusted in June 1991.
 RB0565
 RB0565.The geoid height was determined by GEOID03.
 RB0565
 RB0565.The dynamic height is computed by dividing the NAVD 88
 RB0565.geopotential number by the normal gravity value computed on the
 RB0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0565.degrees latitude (g = 980.6199 gals.).
 RB0565
 RB0565.The modeled gravity was interpolated from observed gravity values.
 RB0565
 RB0565;                    North         East    Units  Estimated Accuracy
 RB0565;SPC OR N     -   214,450.    2,584,460.      MT  (+/- 180 meters Scaled)
 RB0565
 RB0565                          SUPERSEDED SURVEY CONTROL
 RB0565
 RB0565  NGVD 29 (??/??/92)  336.513  (m)         1104.04   (f) ADJ UNCH    2 0
 RB0565
 RB0565.Superseded values are not recommended for survey control.
 RB0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0565.See file dsdata.txt to determine how the superseded data were derived.
 RB0565
 RB0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL114514(NAD 83)
 RB0565_MARKER: DB = BENCH MARK DISK
 RB0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0565_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0565_STAMPING: B 520 X 1959
 RB0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0565+STABILITY: SURFACE MOTION
 RB0565
 RB0565  HISTORY     - Date     Condition        Report By
 RB0565  HISTORY     - 1959     MONUMENTED       CGS
 RB0565
 RB0565                          STATION DESCRIPTION
 RB0565
 RB0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RB0565'20.5 MI NW FROM VINSON.
 RB0565'0.2 MILE NORTHEAST ALONG STATE HIGHWAY 74 FROM THE CONCRETE BRIDGE
 RB0565'OVER THE NORTH FORK OF BUTTER CREEK AT VINSON, THENCE 19.6 MILES
 RB0565'NORTHWEST ALONG A GRAVEL ROAD, THENCE 0.7 MILE NORTHWEST ALONG AN
 RB0565'ASPHALT ROAD, 167 FEET NORTHEAST OF THE CENTER OF THE JUNCTION OF A
 RB0565'DIRT ROAD EAST, 60 FEET EAST OF THE CENTER LINE OF THE MAIN ROAD, 40
 RB0565'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD EAST, 32 FEET NORTHWEST
 RB0565'OF THE NORTH END OF A GATE, 9.3 FEET WEST OF A FENCE, 1 1/2 FEET SOUTH
 RB0565'OF TELEPHONE POLE 326 WITH A GUY WIRE, 1.2 FEET EAST OF A WITNESS
 RB0565'POST, ABOUT 3 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A
 RB0565'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0997 ***********************************************************************
 RB0997  DESIGNATION -  B 523
 RB0997  PID         -  RB0997
 RB0997  STATE/COUNTY-  OR/MORROW
 RB0997  USGS QUAD   -  GOLGOTHA BUTTE (1993)
 RB0997
 RB0997                         *CURRENT SURVEY CONTROL
 RB0997  ___________________________________________________________________
 RB0997* NAD 83(1986)-  45 48 15.     (N)    119 59 01.     (W)     SCALED    
 RB0997* NAVD 88     -       119.095  (meters)     390.73   (feet)  ADJUSTED  
 RB0997  ___________________________________________________________________
 RB0997  GEOID HEIGHT-         -21.74  (meters)                     GEOID03
 RB0997  DYNAMIC HT  -         119.094 (meters)     390.73  (feet)  COMP
 RB0997  MODELED GRAV-     980,605.0   (mgal)                       NAVD 88
 RB0997
 RB0997  VERT ORDER  -  FIRST     CLASS I
 RB0997
 RB0997.The horizontal coordinates were scaled from a topographic map and have
 RB0997.an estimated accuracy of +/- 6 seconds.
 RB0997
 RB0997.The orthometric height was determined by differential leveling
 RB0997.and adjusted in June 1991.
 RB0997
 RB0997.The geoid height was determined by GEOID03.
 RB0997
 RB0997.The dynamic height is computed by dividing the NAVD 88
 RB0997.geopotential number by the normal gravity value computed on the
 RB0997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0997.degrees latitude (g = 980.6199 gals.).
 RB0997
 RB0997.The modeled gravity was interpolated from observed gravity values.
 RB0997
 RB0997;                    North         East    Units  Estimated Accuracy
 RB0997;SPC OR N     -   237,660.    2,540,140.      MT  (+/- 180 meters Scaled)
 RB0997
 RB0997                          SUPERSEDED SURVEY CONTROL
 RB0997
 RB0997  NGVD 29 (??/??/92)  118.088  (m)          387.43   (f) ADJ UNCH    1 1
 RB0997
 RB0997.Superseded values are not recommended for survey control.
 RB0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0997.See file dsdata.txt to determine how the superseded data were derived.
 RB0997
 RB0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKL681766(NAD 83)
 RB0997_MARKER: DD = SURVEY DISK
 RB0997_SETTING: 66 = SET IN ROCK OUTCROP
 RB0997_SP_SET: OUTCROP
 RB0997_STAMPING: B 523 1965
 RB0997_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RB0997+STABILITY: POSITION/ELEVATION WELL
 RB0997
 RB0997  HISTORY     - Date     Condition        Report By
 RB0997  HISTORY     - 1965     MONUMENTED       USE
 RB0997  HISTORY     - 1968     GOOD             NGS
 RB0997  HISTORY     - 1987     GOOD             USPSQD
 RB0997  HISTORY     - 1988     GOOD             USPSQD
 RB0997  HISTORY     - 1989     GOOD             USPSQD
 RB0997
 RB0997                          STATION DESCRIPTION
 RB0997
 RB0997'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RB0997'13.9 MI W FROM BOARDMAN.
 RB0997'13.9 MILES WEST ALONG INTERSTATE HIGHWAY 80 N FROM THE OVERPASS AT
 RB0997'BOARDMAN, 0.15 MILE WEST OF MILEPOST 149, IN THE TOP OF AN OUTCROP
 RB0997'WHICH PROJECTS ABOUT 1 FOOT ABOVE THE GROUND, 83 FEET NORTH OF THE
 RB0997'CENTER LINE OF THE WEST BOUND LANES OF THE HIGHWAY, 17.0 FEET SOUTH OF
 RB0997'A FENCE, 3.8 FEET NORTHEAST OF A WITNESS POST, AND ABOUT 1 FOOT HIGHER
 RB0997'THAN THE HIGHWAY.
 RB0997
 RB0997                          STATION RECOVERY (1987)
 RB0997
 RB0997'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWE)
 RB0997'RECOVERED IN GOOD CONDITION.
 RB0997
 RB0997                          STATION RECOVERY (1988)
 RB0997
 RB0997'RECOVERY NOTE BY US POWER SQUADRON 1988 (RCC)
 RB0997'RECOVERED IN GOOD CONDITION.
 RB0997
 RB0997                          STATION RECOVERY (1989)
 RB0997
 RB0997'RECOVERY NOTE BY US POWER SQUADRON 1989 (RCC)
 RB0997'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0640 ***********************************************************************
 RB0640  DESIGNATION -  B 525
 RB0640  PID         -  RB0640
 RB0640  STATE/COUNTY-  OR/UMATILLA
 RB0640  USGS QUAD   -  UMATILLA (1993)
 RB0640
 RB0640                         *CURRENT SURVEY CONTROL
 RB0640  ___________________________________________________________________
 RB0640* NAD 83(1986)-  45 54 43.     (N)    119 15 57.     (W)     SCALED    
 RB0640* NAVD 88     -       149.058  (meters)     489.03   (feet)  ADJUSTED  
 RB0640  ___________________________________________________________________
 RB0640  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 RB0640  DYNAMIC HT  -         149.057 (meters)     489.03  (feet)  COMP
 RB0640  MODELED GRAV-     980,608.7   (mgal)                       NAVD 88
 RB0640
 RB0640  VERT ORDER  -  FIRST     CLASS I
 RB0640
 RB0640.The horizontal coordinates were scaled from a topographic map and have
 RB0640.an estimated accuracy of +/- 6 seconds.
 RB0640
 RB0640.The orthometric height was determined by differential leveling
 RB0640.and adjusted in June 1991.
 RB0640
 RB0640.The geoid height was determined by GEOID03.
 RB0640
 RB0640.The dynamic height is computed by dividing the NAVD 88
 RB0640.geopotential number by the normal gravity value computed on the
 RB0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0640.degrees latitude (g = 980.6199 gals.).
 RB0640
 RB0640.The modeled gravity was interpolated from observed gravity values.
 RB0640
 RB0640;                    North         East    Units  Estimated Accuracy
 RB0640;SPC OR N     -   250,240.    2,595,750.      MT  (+/- 180 meters Scaled)
 RB0640
 RB0640                          SUPERSEDED SURVEY CONTROL
 RB0640
 RB0640  NGVD 29 (??/??/92)  148.049  (m)          485.72   (f) ADJ UNCH    1 1
 RB0640
 RB0640.Superseded values are not recommended for survey control.
 RB0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0640.See file dsdata.txt to determine how the superseded data were derived.
 RB0640
 RB0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL242867(NAD 83)
 RB0640_MARKER: DB = BENCH MARK DISK
 RB0640_SETTING: 66 = SET IN ROCK OUTCROP
 RB0640_SP_SET: LAVA OUTCROP
 RB0640_STAMPING: B 525 1951
 RB0640_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RB0640+STABILITY: POSITION/ELEVATION WELL
 RB0640
 RB0640  HISTORY     - Date     Condition        Report By
 RB0640  HISTORY     - 1951     MONUMENTED       CGS
 RB0640  HISTORY     - 1968     GOOD             NGS
 RB0640
 RB0640                          STATION DESCRIPTION
 RB0640
 RB0640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RB0640'3.8 MI E FROM UMATILLA.
 RB0640'3.8 MILES EAST ALONG U.S. HIGHWAY 730 FROM THE POST OFFICE AT
 RB0640'UMATILLA, IN R28E T5N, SECTION 14, 0.65 MILE EAST OF MILEPOST 185, AT
 RB0640'THE JUNCTION OF A GRAVELED ROAD NORTH TO PORT OF UMATILLA, IN THE TOP
 RB0640'OF A LARGE LAVE OUTCROP WHICH IS ABOUT FLUSH WITH THE GROUND, 58 1/2
 RB0640'FEET SOUTH OF TGHE CENTER LINE OF THE HIGHWAY, 73 FEET WEST OF THE
 RB0640'EXTENDED CENTER LINE OF A ROAD NORTH, 152 FEET WEST OF THE WEST END OF
 RB0640'A GATE, 2.3 FEET SOUTH OF A FENCE, 16.0 FEET EAST OF A WITNESS POST,
 RB0640'AND ABOUT 2 FEET LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1028 ***********************************************************************
 QE1028  DESIGNATION -  B 53
 QE1028  PID         -  QE1028
 QE1028  STATE/COUNTY-  OR/LINCOLN
 QE1028  USGS QUAD   -  TOLEDO NORTH (1984)
 QE1028
 QE1028                         *CURRENT SURVEY CONTROL
 QE1028  ___________________________________________________________________
 QE1028* NAD 83(1986)-  44 40 45.     (N)    123 53 30.     (W)     SCALED    
 QE1028* NAVD 88     -       128.430  (meters)     421.36   (feet)  ADJUSTED  
 QE1028  ___________________________________________________________________
 QE1028  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 QE1028  DYNAMIC HT  -         128.428 (meters)     421.35  (feet)  COMP
 QE1028  MODELED GRAV-     980,603.0   (mgal)                       NAVD 88
 QE1028
 QE1028  VERT ORDER  -  FIRST     CLASS II
 QE1028
 QE1028.The horizontal coordinates were scaled from a topographic map and have
 QE1028.an estimated accuracy of +/- 6 seconds.
 QE1028
 QE1028.The orthometric height was determined by differential leveling
 QE1028.and adjusted in June 1991.
 QE1028
 QE1028.The geoid height was determined by GEOID03.
 QE1028
 QE1028.The dynamic height is computed by dividing the NAVD 88
 QE1028.geopotential number by the normal gravity value computed on the
 QE1028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1028.degrees latitude (g = 980.6199 gals.).
 QE1028
 QE1028.The modeled gravity was interpolated from observed gravity values.
 QE1028
 QE1028;                    North         East    Units  Estimated Accuracy
 QE1028;SPC OR N     -   118,150.    2,231,190.      MT  (+/- 180 meters Scaled)
 QE1028
 QE1028                          SUPERSEDED SURVEY CONTROL
 QE1028
 QE1028  NGVD 29 (??/??/92)  127.416  (m)          418.03   (f) ADJ UNCH    1 2
 QE1028
 QE1028.Superseded values are not recommended for survey control.
 QE1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1028.See file dsdata.txt to determine how the superseded data were derived.
 QE1028
 QE1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ293476(NAD 83)
 QE1028_MARKER: DD = SURVEY DISK
 QE1028_SETTING: 0 = UNSPECIFIED SETTING
 QE1028_STAMPING: B 53 1930
 QE1028_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE1028
 QE1028  HISTORY     - Date     Condition        Report By
 QE1028  HISTORY     - 1930     MONUMENTED       ORDT
 QE1028  HISTORY     - 1961     MARK NOT FOUND   NGS
 QE1028  HISTORY     - 19860427 MARK NOT FOUND   USPSQD
 QE1028  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 QE1028
 QE1028                          STATION DESCRIPTION
 QE1028
 QE1028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 QE1028'5.6 MI NE FROM TOLEDO.
 QE1028'AT THE SUMMIT OF PIONEER MOUNTAIN SUMMIT, 150 FEET NORTHWEST OF THE
 QE1028'PIONEER SERVICE STATION, 18 FEET EAST OF THE CENTER OF THE HIGHWAY.
 QE1028'NOTE-- SERVICE STATION IS NOW ON THE OLD HIGHWAY.
 QE1028
 QE1028                          STATION RECOVERY (1986)
 QE1028
 QE1028'RECOVERY NOTE BY US POWER SQUADRON 1986 (RCC)
 QE1028'MARK NOT FOUND.
 QE1028
 QE1028                          STATION RECOVERY (1990)
 QE1028
 QE1028'RECOVERY NOTE BY US POWER SQUADRON 1990 (KRN)
 QE1028'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0941 ***********************************************************************
 RC0941  DESIGNATION -  B 534
 RC0941  PID         -  RC0941
 RC0941  STATE/COUNTY-  OR/WASCO
 RC0941  USGS QUAD   -  LYLE (1994)
 RC0941
 RC0941                         *CURRENT SURVEY CONTROL
 RC0941  ___________________________________________________________________
 RC0941* NAD 83(1986)-  45 41 38.     (N)    121 21 58.     (W)     SCALED    
 RC0941* NAVD 88     -        70.928  (meters)     232.70   (feet)  ADJUSTED  
 RC0941  ___________________________________________________________________
 RC0941  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 RC0941  DYNAMIC HT  -          70.928 (meters)     232.70  (feet)  COMP
 RC0941  MODELED GRAV-     980,616.1   (mgal)                       NAVD 88
 RC0941
 RC0941  VERT ORDER  -  FIRST     CLASS II
 RC0941
 RC0941.The horizontal coordinates were scaled from a topographic map and have
 RC0941.an estimated accuracy of +/- 6 seconds.
 RC0941
 RC0941.The orthometric height was determined by differential leveling
 RC0941.and adjusted in June 1991.
 RC0941.WARNING-Repeat measurements at this control monument indicate possible
 RC0941.vertical movement.
 RC0941
 RC0941.The geoid height was determined by GEOID03.
 RC0941
 RC0941.The dynamic height is computed by dividing the NAVD 88
 RC0941.geopotential number by the normal gravity value computed on the
 RC0941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0941.degrees latitude (g = 980.6199 gals.).
 RC0941
 RC0941.The modeled gravity was interpolated from observed gravity values.
 RC0941
 RC0941;                    North         East    Units  Estimated Accuracy
 RC0941;SPC OR N     -   225,630.    2,432,550.      MT  (+/- 180 meters Scaled)
 RC0941
 RC0941                          SUPERSEDED SURVEY CONTROL
 RC0941
 RC0941  NGVD 29 (??/??/92)   69.926  (m)          229.42   (f) ADJ UNCH    1 2
 RC0941
 RC0941.Superseded values are not recommended for survey control.
 RC0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0941.See file dsdata.txt to determine how the superseded data were derived.
 RC0941
 RC0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR272613(NAD 83)
 RC0941_MARKER: DD = SURVEY DISK
 RC0941_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 RC0941+WITH SETTING: PAVEMENT
 RC0941_SP_SET: CONCRETE BLOCK
 RC0941_STAMPING: B 534 1954
 RC0941_MARK LOGO: ORHD  
 RC0941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0941+STABILITY: SURFACE MOTION
 RC0941
 RC0941  HISTORY     - Date     Condition        Report By
 RC0941  HISTORY     - 1954     MONUMENTED       ORDT
 RC0941  HISTORY     - 1957     GOOD             NGS
 RC0941  HISTORY     - 1987     GOOD             USPSQD
 RC0941  HISTORY     - 1987     GOOD             NGS
 RC0941
 RC0941                          STATION DESCRIPTION
 RC0941
 RC0941'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 RC0941'1.7 MI E FROM MOSIER.
 RC0941'1.7 MILES EAST ALONG U.S. HIGHWAY 30 FROM THE WEST END OF THE CONCRETE
 RC0941'HIGHWAY BRIDGE OVER MOSIER CREEK AT MOSIER, IN T 3 N - R 12 E, AT THE
 RC0941'CROSSING OF A TELEPHONE LINE OVER HIGHWAY, SET IN TOP OF THE NORTHWEST
 RC0941'CORNER OF A 6 BY 12-FOOT CONCRETE BLOCK, 0.05 MILE EAST OF HIGHWAY
 RC0941'MILEPOST 70, 0.1 MILE EAST OF A FARM ROAD PASSING UNDER THE HIGHWAY,
 RC0941'29.3 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 13.5 FEET NORTHEAST
 RC0941'OF A 24-INCH OAK TREE (WEST ONE OF TWO), AND ABOUT 3 FEET LOWER THAN
 RC0941'THE HIGHWAY.
 RC0941
 RC0941                          STATION RECOVERY (1987)
 RC0941
 RC0941'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWE)
 RC0941'RECOVERED IN GOOD CONDITION.
 RC0941
 RC0941                          STATION RECOVERY (1987)
 RC0941
 RC0941'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RC0941'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0604 ***********************************************************************
 QE0604  DESIGNATION -  B 54
 QE0604  PID         -  QE0604
 QE0604  STATE/COUNTY-  OR/BENTON
 QE0604  USGS QUAD   -  WREN (1984)
 QE0604
 QE0604                         *CURRENT SURVEY CONTROL
 QE0604  ___________________________________________________________________
 QE0604* NAD 83(1986)-  44 36 37.     (N)    123 28 30.     (W)     SCALED    
 QE0604* NAVD 88     -       244.276  (meters)     801.43   (feet)  ADJUSTED  
 QE0604  ___________________________________________________________________
 QE0604  GEOID HEIGHT-         -22.04  (meters)                     GEOID03
 QE0604  DYNAMIC HT  -         244.264 (meters)     801.39  (feet)  COMP
 QE0604  MODELED GRAV-     980,563.7   (mgal)                       NAVD 88
 QE0604
 QE0604  VERT ORDER  -  FIRST     CLASS II
 QE0604
 QE0604.The horizontal coordinates were scaled from a topographic map and have
 QE0604.an estimated accuracy of +/- 6 seconds.
 QE0604
 QE0604.The orthometric height was determined by differential leveling
 QE0604.and adjusted in June 1991.
 QE0604.WARNING-Repeat measurements at this control monument indicate possible
 QE0604.vertical movement.
 QE0604
 QE0604.The geoid height was determined by GEOID03.
 QE0604
 QE0604.The dynamic height is computed by dividing the NAVD 88
 QE0604.geopotential number by the normal gravity value computed on the
 QE0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0604.degrees latitude (g = 980.6199 gals.).
 QE0604
 QE0604.The modeled gravity was interpolated from observed gravity values.
 QE0604
 QE0604;                    North         East    Units  Estimated Accuracy
 QE0604;SPC OR N     -   109,200.    2,263,910.      MT  (+/- 180 meters Scaled)
 QE0604
 QE0604                          SUPERSEDED SURVEY CONTROL
 QE0604
 QE0604  NGVD 29 (??/??/92)  243.268  (m)          798.12   (f) ADJ UNCH    1 2
 QE0604
 QE0604.Superseded values are not recommended for survey control.
 QE0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0604.See file dsdata.txt to determine how the superseded data were derived.
 QE0604
 QE0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ623397(NAD 83)
 QE0604_MARKER: DD = SURVEY DISK
 QE0604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0604_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0604_STAMPING: B 54 1930
 QE0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0604+STABILITY: SURFACE MOTION
 QE0604
 QE0604  HISTORY     - Date     Condition        Report By
 QE0604  HISTORY     - 1930     MONUMENTED       ORHD
 QE0604  HISTORY     - 1961     GOOD             NGS
 QE0604  HISTORY     - 1986     GOOD             USPSQD
 QE0604  HISTORY     - 1987     MARK NOT FOUND   NGS
 QE0604
 QE0604                          STATION DESCRIPTION
 QE0604
 QE0604'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 QE0604'2.5 MI E FROM BLODGETT.
 QE0604'REACHED FROM THE POST OFFICE AT BLODGETT GO EAST ON U.S. HIGHWAY 20
 QE0604'FOR 2.5 MILES TO THE TOP OF A GRADE.  BENCH MARK IS 29 FEET NORTH OF
 QE0604'THE CENTER OF THE HIGHWAY, 85 FEET WEST OF POWER POLE NO. 581, AND 116
 QE0604'FEET EAST OF POWER POLE NO. 581.  THE DISK IS SET IN TOP OF A CONCRETE
 QE0604'POST PROJECTING ABOUT 8 INCHES.
 QE0604
 QE0604                          STATION RECOVERY (1986)
 QE0604
 QE0604'RECOVERY NOTE BY US POWER SQUADRON 1986 (RCB)
 QE0604'RECOVERED IN GOOD CONDITION.
 QE0604
 QE0604                          STATION RECOVERY (1987)
 QE0604
 QE0604'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE0604'THE HIGHWAY HAS BEEN WIDEN AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0660 ***********************************************************************
 RC0660  DESIGNATION -  B 543
 RC0660  PID         -  RC0660
 RC0660  STATE/COUNTY-  OR/WASCO
 RC0660  USGS QUAD   -  WISHRAM (1994)
 RC0660
 RC0660                         *CURRENT SURVEY CONTROL
 RC0660  ___________________________________________________________________
 RC0660* NAD 83(1986)-  45 38 12.     (N)    120 55 28.     (W)     SCALED    
 RC0660* NAVD 88     -        55.729  (meters)     182.84   (feet)  ADJUSTED  
 RC0660  ___________________________________________________________________
 RC0660  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 RC0660  DYNAMIC HT  -          55.728 (meters)     182.83  (feet)  COMP
 RC0660  MODELED GRAV-     980,598.7   (mgal)                       NAVD 88
 RC0660
 RC0660  VERT ORDER  -  FIRST     CLASS I
 RC0660
 RC0660.The horizontal coordinates were scaled from a topographic map and have
 RC0660.an estimated accuracy of +/- 6 seconds.
 RC0660
 RC0660.The orthometric height was determined by differential leveling
 RC0660.and adjusted in June 1991.
 RC0660
 RC0660.The geoid height was determined by GEOID03.
 RC0660
 RC0660.The dynamic height is computed by dividing the NAVD 88
 RC0660.geopotential number by the normal gravity value computed on the
 RC0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0660.degrees latitude (g = 980.6199 gals.).
 RC0660
 RC0660.The modeled gravity was interpolated from observed gravity values.
 RC0660
 RC0660;                    North         East    Units  Estimated Accuracy
 RC0660;SPC OR N     -   219,000.    2,466,910.      MT  (+/- 180 meters Scaled)
 RC0660
 RC0660                          SUPERSEDED SURVEY CONTROL
 RC0660
 RC0660  NGVD 29 (??/??/92)   54.735  (m)          179.58   (f) ADJ UNCH    1 1
 RC0660
 RC0660.Superseded values are not recommended for survey control.
 RC0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0660.See file dsdata.txt to determine how the superseded data were derived.
 RC0660
 RC0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR617557(NAD 83)
 RC0660_MARKER: DD = SURVEY DISK
 RC0660_SETTING: 66 = SET IN ROCK OUTCROP
 RC0660_SP_SET: ROCK OUTCROP
 RC0660_STAMPING: B 543 1956
 RC0660_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RC0660+STABILITY: POSITION/ELEVATION WELL
 RC0660
 RC0660  HISTORY     - Date     Condition        Report By
 RC0660  HISTORY     - 1956     MONUMENTED       ORDT
 RC0660  HISTORY     - 1968     GOOD             NGS
 RC0660
 RC0660                          STATION DESCRIPTION
 RC0660
 RC0660'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RC0660'10.2 MI SW FROM RUFUS.
 RC0660'7.75 MILES SOUTHWEST ALONG FORMER U.S. HIGHWAY 30 FROM THE POST OFFICE
 RC0660'AT RUFUS, THENCE 2.45 MILES SOUTHWEST ALONG STATE HIGHWAY 206, IN R15E
 RC0660'T2N, SECTION 22, IN THE TOP OF A SMALL OUTCROP ABOUT FLUSH WITH THE
 RC0660'GROUND, 89 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 128 1/2
 RC0660'FEET SOUTHWEST AND ACROSS THE HIGHWAY FROM RAILROAD MILEPOLE 98.25, 92
 RC0660'FEET WEST OF THE SOUTHEAST END OF A GUARDRAIL, 32 FEET SOUTHWEST OF
 RC0660'THE CENTER LINE OF A TRACK ROAD NORTHWEST TO A FISHING AREA, 2.4 FEET
 RC0660'SOUTHEAST OF A WITNESS POST, AND ABOUT 1 1/2 FEET HIGHER THAN THE
 RC0660'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1976 ***********************************************************************
 RC1976  DESIGNATION -  B 545
 RC1976  PID         -  RC1976
 RC1976  STATE/COUNTY-  OR/SHERMAN
 RC1976  USGS QUAD   -  ERSKINE (1962)
 RC1976
 RC1976                         *CURRENT SURVEY CONTROL
 RC1976  ___________________________________________________________________
 RC1976* NAD 83(1986)-  45 25 23.     (N)    120 46 14.     (W)     SCALED    
 RC1976* NAVD 88     -       704.607  (meters)    2311.70   (feet)  ADJUSTED  
 RC1976  ___________________________________________________________________
 RC1976  GEOID HEIGHT-         -21.11  (meters)                     GEOID03
 RC1976  DYNAMIC HT  -         704.504 (meters)    2311.36  (feet)  COMP
 RC1976  MODELED GRAV-     980,446.8   (mgal)                       NAVD 88
 RC1976
 RC1976  VERT ORDER  -  FIRST     CLASS II
 RC1976
 RC1976.The horizontal coordinates were scaled from a topographic map and have
 RC1976.an estimated accuracy of +/- 6 seconds.
 RC1976
 RC1976.The orthometric height was determined by differential leveling
 RC1976.and adjusted in June 1991.
 RC1976
 RC1976.The geoid height was determined by GEOID03.
 RC1976
 RC1976.The dynamic height is computed by dividing the NAVD 88
 RC1976.geopotential number by the normal gravity value computed on the
 RC1976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1976.degrees latitude (g = 980.6199 gals.).
 RC1976
 RC1976.The modeled gravity was interpolated from observed gravity values.
 RC1976
 RC1976;                    North         East    Units  Estimated Accuracy
 RC1976;SPC OR N     -   195,210.    2,478,830.      MT  (+/- 180 meters Scaled)
 RC1976
 RC1976                          SUPERSEDED SURVEY CONTROL
 RC1976
 RC1976.No superseded survey control is available for this station.
 RC1976
 RC1976_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR744323(NAD 83)
 RC1976_MARKER: DB = BENCH MARK DISK
 RC1976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC1976_SP_SET: CONCRETE POST
 RC1976_STAMPING: B 545
 RC1976_MARK LOGO: ORDT  
 RC1976_PROJECTION: FLUSH
 RC1976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1976+STABILITY: SURFACE MOTION
 RC1976
 RC1976  HISTORY     - Date     Condition        Report By
 RC1976  HISTORY     - UNK      MONUMENTED       ORDT
 RC1976  HISTORY     - 1987     GOOD             NGS
 RC1976
 RC1976                          STATION DESCRIPTION
 RC1976
 RC1976'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 RC1976'7.8 KM (4.85 MI) SOUTH FROM MORO.
 RC1976'7.8 KM (4.85 MI) SOUTH ALONG US HIGHWAY 97 FROM THE FIRST INTERSTATE
 RC1976'BANK IN MORO, ALSO 7.6 KM (4.70 MI) NORTH ALONG US HIGHWAY 97 FROM
 RC1976'THE POST OFFICE IN GRASS VALLEY, 14.08 M (46.2 FT) EAST OF THE
 RC1976'CENTERLINE OF THE HIGHWAY, 1.06 M (3.5 FT) WEST OF A FENCE.
 RC1976'THE MARK IS 0.30 METERS  S FROM  A WITNESS POST
 RC1976'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 MW0596 ***********************************************************************
 MW0596  DESIGNATION -  B 546
 MW0596  PID         -  MW0596
 MW0596  STATE/COUNTY-  OR/KLAMATH
 MW0596  USGS QUAD   -  HATFIELD (1993)
 MW0596
 MW0596                         *CURRENT SURVEY CONTROL
 MW0596  ___________________________________________________________________
 MW0596* NAD 83(1986)-  41 59 58.     (N)    121 34 43.     (W)     SCALED    
 MW0596* NAVD 88     -      1240.925  (meters)    4071.27   (feet)  ADJUSTED  
 MW0596  ___________________________________________________________________
 MW0596  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 MW0596  DYNAMIC HT  -        1240.161 (meters)    4068.76  (feet)  COMP
 MW0596  MODELED GRAV-     979,964.3   (mgal)                       NAVD 88
 MW0596
 MW0596  VERT ORDER  -  SECOND    CLASS 0
 MW0596
 MW0596.The horizontal coordinates were scaled from a topographic map and have
 MW0596.an estimated accuracy of +/- 6 seconds.
 MW0596
 MW0596.The orthometric height was determined by differential leveling
 MW0596.and adjusted in June 1991.
 MW0596
 MW0596.Photographs are available for this station.
 MW0596
 MW0596.The geoid height was determined by GEOID03.
 MW0596
 MW0596.The dynamic height is computed by dividing the NAVD 88
 MW0596.geopotential number by the normal gravity value computed on the
 MW0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MW0596.degrees latitude (g = 980.6199 gals.).
 MW0596
 MW0596.The modeled gravity was interpolated from observed gravity values.
 MW0596
 MW0596;                    North         East    Units  Estimated Accuracy
 MW0596;SPC OR S     -    37,540.    1,410,630.      MT  (+/- 180 meters Scaled)
 MW0596
 MW0596                          SUPERSEDED SURVEY CONTROL
 MW0596
 MW0596  NGVD 29 (??/??/??) 1239.844  (m)         4067.72   (f) ADJUSTED    2 0
 MW0596
 MW0596.Superseded values are not recommended for survey control.
 MW0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MW0596.See file dsdata.txt to determine how the superseded data were derived.
 MW0596
 MW0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM177506(NAD 83)
 MW0596_MARKER: DB = BENCH MARK DISK
 MW0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MW0596_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MW0596_STAMPING: B 546 1954
 MW0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MW0596+STABILITY: SURFACE MOTION
 MW0596_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MW0596+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2002
 MW0596
 MW0596  HISTORY     - Date     Condition        Report By
 MW0596  HISTORY     - 1954     MONUMENTED       CGS
 MW0596  HISTORY     - 20020526 GOOD             INDIV
 MW0596
 MW0596                          STATION DESCRIPTION
 MW0596
 MW0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MW0596'3 MI SE FROM MERRILL.
 MW0596'0.2 MILE EAST ALONG STATE HIGHWAY 39 FROM MERRILL HIGH SCHOOL,
 MW0596'THENCE 1.8 MILE SOUTH ALONG SOUTH MAIN STREET, THENCE 1.0 MILES
 MW0596'EAST ALONG STATE LINE ROAD, 0.2 MILE EAST OF A GROUP OF FARM
 MW0596'BUILDINGS, 142.5 FEET EAST OF THE EAST END OF A WOODEN GATE IN A
 MW0596'FENCE LINE, 27 FEET NORTH OF THE CENTER LINE OF THE ROAD, 4
 MW0596'FEET NORTHEAST OF POWER LINE POLE E 453, 1.6 FEET WEST OF A
 MW0596'WITNESS POST, 1.1 FEET SOUTH OF A FENCE, ABOUT LEVEL WITH THE
 MW0596'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FEET
 MW0596'ABOVE THE GROUND.
 MW0596
 MW0596                          STATION RECOVERY (2002)
 MW0596
 MW0596'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (DBT)
 MW0596'GPS OBSERVATION WITH A GARMIN ETREX VENTURE INDICATED -
 MW0596'N41 59 56.6 W121 34 44.2
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0148 ***********************************************************************
 NZ0148  DESIGNATION -  B 548
 NZ0148  PID         -  NZ0148
 NZ0148  STATE/COUNTY-  OR/JACKSON
 NZ0148  USGS QUAD   -  MT ASHLAND (1983)
 NZ0148
 NZ0148                         *CURRENT SURVEY CONTROL
 NZ0148  ___________________________________________________________________
 NZ0148* NAD 83(1986)-  42 02 30.     (N)    122 38 46.     (W)     SCALED    
 NZ0148* NAVD 88     -      1093.281  (meters)    3586.87   (feet)  POSTED    
 NZ0148  ___________________________________________________________________
 NZ0148  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 NZ0148  DYNAMIC HT  -        1092.670 (meters)    3584.87  (feet)  COMP
 NZ0148  MODELED GRAV-     980,024.3   (mgal)                       NAVD 88
 NZ0148
 NZ0148  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 NZ0148
 NZ0148.The horizontal coordinates were scaled from a topographic map and have
 NZ0148.an estimated accuracy of +/- 6 seconds.
 NZ0148
 NZ0148.The orthometric height was determined by differential leveling
 NZ0148.and adjusted by the  in 1992.
 NZ0148.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 NZ0148.rate of 3.1 thru 4.0 mm/km.
 NZ0148
 NZ0148.The geoid height was determined by GEOID03.
 NZ0148
 NZ0148.The dynamic height is computed by dividing the NAVD 88
 NZ0148.geopotential number by the normal gravity value computed on the
 NZ0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0148.degrees latitude (g = 980.6199 gals.).
 NZ0148
 NZ0148.The modeled gravity was interpolated from observed gravity values.
 NZ0148
 NZ0148;                    North         East    Units  Estimated Accuracy
 NZ0148;SPC OR S     -    43,940.    1,322,310.      MT  (+/- 180 meters Scaled)
 NZ0148
 NZ0148                          SUPERSEDED SURVEY CONTROL
 NZ0148
 NZ0148  NGVD 29 (??/??/92) 1092.182  (m)         3583.27   (f) ADJ UNCH    1 2
 NZ0148
 NZ0148.Superseded values are not recommended for survey control.
 NZ0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0148.See file dsdata.txt to determine how the superseded data were derived.
 NZ0148
 NZ0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM292544(NAD 83)
 NZ0148_MARKER: DB = BENCH MARK DISK
 NZ0148_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NZ0148_SP_SET: CULVERT
 NZ0148_STAMPING: B 548 1954
 NZ0148_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0148
 NZ0148  HISTORY     - Date     Condition        Report By
 NZ0148  HISTORY     - 1954     MONUMENTED       CGS
 NZ0148
 NZ0148                          STATION DESCRIPTION
 NZ0148
 NZ0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NZ0148'3.9 MI SW FROM SISKIYOU.
 NZ0148'3.9 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 NZ0148'THE STATION AT SISKIYOU, 1.2 MILES SOUTHWEST OF THE TELEPHONE BOOTH AT
 NZ0148'GREGORY SIDING, 0.9 MILE SOUTHEAST OF ROAD CROSSING 409.1 AT COLESTIN,
 NZ0148'0.2 MILE NORTH OF MILEPOLE 408, 0.1 MILE NORTH OF SEMAPHORE 408.1, AT
 NZ0148'A 10-INCH CORRUGATED METAL PIPE CULVERT, IN THE TOP OF THE CENTER OF
 NZ0148'THE EAST CONCRETE HEAD WALL, 9.7 FEET EAST OF THE EAST RAIL, AND ABOUT
 NZ0148'1 FOOT LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0199 ***********************************************************************
 NZ0199  DESIGNATION -  B 549
 NZ0199  PID         -  NZ0199
 NZ0199  STATE/COUNTY-  OR/JACKSON
 NZ0199  USGS QUAD   -  MEDFORD EAST (1983)
 NZ0199
 NZ0199                         *CURRENT SURVEY CONTROL
 NZ0199  ___________________________________________________________________
 NZ0199* NAD 83(1986)-  42 16 12.     (N)    122 49 15.     (W)     SCALED    
 NZ0199* NAVD 88     -       471.467  (meters)    1546.80   (feet)  ADJUSTED  
 NZ0199  ___________________________________________________________________
 NZ0199  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 NZ0199  DYNAMIC HT  -         471.272 (meters)    1546.16  (feet)  COMP
 NZ0199  MODELED GRAV-     980,193.2   (mgal)                       NAVD 88
 NZ0199
 NZ0199  VERT ORDER  -  FIRST     CLASS II
 NZ0199
 NZ0199.The horizontal coordinates were scaled from a topographic map and have
 NZ0199.an estimated accuracy of +/- 6 seconds.
 NZ0199
 NZ0199.The orthometric height was determined by differential leveling
 NZ0199.and adjusted in June 1991.
 NZ0199.WARNING-Repeat measurements at this control monument indicate possible
 NZ0199.vertical movement.
 NZ0199
 NZ0199.The geoid height was determined by GEOID03.
 NZ0199
 NZ0199.The dynamic height is computed by dividing the NAVD 88
 NZ0199.geopotential number by the normal gravity value computed on the
 NZ0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0199.degrees latitude (g = 980.6199 gals.).
 NZ0199
 NZ0199.The modeled gravity was interpolated from observed gravity values.
 NZ0199
 NZ0199;                    North         East    Units  Estimated Accuracy
 NZ0199;SPC OR S     -    69,680.    1,308,550.      MT  (+/- 180 meters Scaled)
 NZ0199
 NZ0199                          SUPERSEDED SURVEY CONTROL
 NZ0199
 NZ0199  NGVD 29 (??/??/92)  470.367  (m)         1543.20   (f) ADJ UNCH    1 2
 NZ0199
 NZ0199.Superseded values are not recommended for survey control.
 NZ0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0199.See file dsdata.txt to determine how the superseded data were derived.
 NZ0199
 NZ0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM147797(NAD 83)
 NZ0199_MARKER: DB = BENCH MARK DISK
 NZ0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ0199_SP_SET: CONCRETE POST
 NZ0199_STAMPING: B 549 1954
 NZ0199_MARK LOGO: CGS   
 NZ0199_PROJECTION: PROJECTING 12 CENTIMETERS
 NZ0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0199+STABILITY: SURFACE MOTION
 NZ0199
 NZ0199  HISTORY     - Date     Condition        Report By
 NZ0199  HISTORY     - 1954     MONUMENTED       CGS
 NZ0199  HISTORY     - 1987     GOOD             NGS
 NZ0199
 NZ0199                          STATION DESCRIPTION
 NZ0199
 NZ0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NZ0199'IN PHOENIX.
 NZ0199'AT PHOENIX, 0.15 MILE NORTHWEST OF THE ASSOCIATED FRUIT COMPANY
 NZ0199'BUILDING, ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD, 14 RAILS
 NZ0199'NORTHWEST OF THE CROSSING OF FIRST STREET (CROSSING C436.9,), AT
 NZ0199'MILEAGE 437.04, 18.8 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN
 NZ0199'TRACK, 3 FEET SOUTHEAST OF A TELEPHONE POLE WITH A GUY WIRE, 1.8 FEET
 NZ0199'NORTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND SET IN
 NZ0199'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 NZ0199
 NZ0199                          STATION RECOVERY (1987)
 NZ0199
 NZ0199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 NZ0199'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN PHOENIX,
 NZ0199'AT THE INTERSECTION OF FIRST STREET AND THE SOUTHERN PACIFIC
 NZ0199'RAILROAD, 7.7 M (25.3 FT) SOUTHEAST OF THE CENTERLINE OF THE STREET,
 NZ0199'5.7 M (18.7 FT) SOUTHWEST OF THE NEAR RAIL, AND 3.8 M (12.5 FT) NORTH
 NZ0199'OF A UTILITY POLE WITH A METER ATTACHED.
 NZ0199'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0515 ***********************************************************************
 NZ0515  DESIGNATION -  B 550
 NZ0515  PID         -  NZ0515
 NZ0515  STATE/COUNTY-  OR/JACKSON
 NZ0515  USGS QUAD   -  ROGUE RIVER (1983)
 NZ0515
 NZ0515                         *CURRENT SURVEY CONTROL
 NZ0515  ___________________________________________________________________
 NZ0515* NAD 83(1986)-  42 26 02.     (N)    123 10 25.     (W)     SCALED    
 NZ0515* NAVD 88     -       306.036  (meters)    1004.05   (feet)  ADJUSTED  
 NZ0515  ___________________________________________________________________
 NZ0515  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 NZ0515  DYNAMIC HT  -         305.932 (meters)    1003.71  (feet)  COMP
 NZ0515  MODELED GRAV-     980,272.6   (mgal)                       NAVD 88
 NZ0515
 NZ0515  VERT ORDER  -  FIRST     CLASS II
 NZ0515
 NZ0515.The horizontal coordinates were scaled from a topographic map and have
 NZ0515.an estimated accuracy of +/- 6 seconds.
 NZ0515
 NZ0515.The orthometric height was determined by differential leveling
 NZ0515.and adjusted in June 1991.
 NZ0515.WARNING-Repeat measurements at this control monument indicate possible
 NZ0515.vertical movement.
 NZ0515
 NZ0515.The geoid height was determined by GEOID03.
 NZ0515
 NZ0515.The dynamic height is computed by dividing the NAVD 88
 NZ0515.geopotential number by the normal gravity value computed on the
 NZ0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0515.degrees latitude (g = 980.6199 gals.).
 NZ0515
 NZ0515.The modeled gravity was interpolated from observed gravity values.
 NZ0515
 NZ0515;                    North         East    Units  Estimated Accuracy
 NZ0515;SPC OR S     -    88,740.    1,280,040.      MT  (+/- 180 meters Scaled)
 NZ0515
 NZ0515                          SUPERSEDED SURVEY CONTROL
 NZ0515
 NZ0515  NGVD 29 (??/??/92)  305.035  (m)         1000.77   (f) ADJ UNCH    1 2
 NZ0515
 NZ0515.Superseded values are not recommended for survey control.
 NZ0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0515.See file dsdata.txt to determine how the superseded data were derived.
 NZ0515
 NZ0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM857979(NAD 83)
 NZ0515_MARKER: DB = BENCH MARK DISK
 NZ0515_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NZ0515_SP_SET: ABUTMENT
 NZ0515_STAMPING: B 550 1954
 NZ0515_MARK LOGO: CGS   
 NZ0515_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NZ0515+STABILITY: POSITION/ELEVATION WELL
 NZ0515
 NZ0515  HISTORY     - Date     Condition        Report By
 NZ0515  HISTORY     - 1954     MONUMENTED       CGS
 NZ0515  HISTORY     - 1987     GOOD             NGS
 NZ0515
 NZ0515                          STATION DESCRIPTION
 NZ0515
 NZ0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NZ0515'IN ROGUE RIVER.
 NZ0515'AT ROGUE RIVER, 0.15 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY
 NZ0515'RAILROAD FROM A SMALL MAIL BUILDING (FORMER STATION), AT A STEEL
 NZ0515'BRIDGE OVER EVANS CREEK, IN THE TOP OF THE SOUTHWEST END OF THE
 NZ0515'SOUTHEAST CONCRETE ABUTMENT, 4.7 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 NZ0515'AND ABOUT LEVEL WITH THE BASE OF THE RAIL.
 NZ0515
 NZ0515                          STATION RECOVERY (1987)
 NZ0515
 NZ0515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 NZ0515'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  0.4 KM
 NZ0515'(0.25 MI) WESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 NZ0515'JUNCTION OF DEPOT STREET IN ROGUE RIVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0382 ***********************************************************************
 NZ0382  DESIGNATION -  B 551
 NZ0382  PID         -  NZ0382
 NZ0382  STATE/COUNTY-  OR/JOSEPHINE
 NZ0382  USGS QUAD   -  MERLIN (1986)
 NZ0382
 NZ0382                         *CURRENT SURVEY CONTROL
 NZ0382  ___________________________________________________________________
 NZ0382* NAD 83(1986)-  42 35 26.     (N)    123 24 53.     (W)     SCALED    
 NZ0382* NAVD 88     -       410.172  (meters)    1345.71   (feet)  ADJUSTED  
 NZ0382  ___________________________________________________________________
 NZ0382  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 NZ0382  DYNAMIC HT  -         410.035 (meters)    1345.26  (feet)  COMP
 NZ0382  MODELED GRAV-     980,275.4   (mgal)                       NAVD 88
 NZ0382
 NZ0382  VERT ORDER  -  FIRST     CLASS II
 NZ0382
 NZ0382.The horizontal coordinates were scaled from a topographic map and have
 NZ0382.an estimated accuracy of +/- 6 seconds.
 NZ0382
 NZ0382.The orthometric height was determined by differential leveling
 NZ0382.and adjusted in June 1991.
 NZ0382
 NZ0382.The geoid height was determined by GEOID03.
 NZ0382
 NZ0382.The dynamic height is computed by dividing the NAVD 88
 NZ0382.geopotential number by the normal gravity value computed on the
 NZ0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0382.degrees latitude (g = 980.6199 gals.).
 NZ0382
 NZ0382.The modeled gravity was interpolated from observed gravity values.
 NZ0382
 NZ0382;                    North         East    Units  Estimated Accuracy
 NZ0382;SPC OR S     -   106,790.    1,260,820.      MT  (+/- 180 meters Scaled)
 NZ0382
 NZ0382                          SUPERSEDED SURVEY CONTROL
 NZ0382
 NZ0382  NGVD 29 (??/??/92)  409.153  (m)         1342.36   (f) ADJ UNCH    1 2
 NZ0382
 NZ0382.Superseded values are not recommended for survey control.
 NZ0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0382.See file dsdata.txt to determine how the superseded data were derived.
 NZ0382
 NZ0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN659154(NAD 83)
 NZ0382_MARKER: DB = BENCH MARK DISK
 NZ0382_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NZ0382_SP_SET: HEADWALL
 NZ0382_STAMPING: B 551 1954
 NZ0382_MARK LOGO: CGS   
 NZ0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0382+STABILITY: SURFACE MOTION
 NZ0382
 NZ0382  HISTORY     - Date     Condition        Report By
 NZ0382  HISTORY     - 1954     MONUMENTED       CGS
 NZ0382  HISTORY     - 1980     GOOD             LOCSUR
 NZ0382  HISTORY     - 1987     GOOD             NGS
 NZ0382
 NZ0382                          STATION DESCRIPTION
 NZ0382
 NZ0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NZ0382'1.0 MI W FROM HUGO.
 NZ0382'1.0 MILE WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 NZ0382'STATION AT HUGO, AT 36-INCH CONCRETE PIPE CULVERT 488.30, IN THE TOP
 NZ0382'OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE HEAD WEALL, 18.9 FEET
 NZ0382'SOUTHEAST OF THE SOUTHEAST RAIL, AND ABOUT 6 FEET LOWER THAN THE
 NZ0382'TRACK.
 NZ0382
 NZ0382                          STATION RECOVERY (1980)
 NZ0382
 NZ0382'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 NZ0382'RECOVERED IN GOOD CONDITION.
 NZ0382
 NZ0382                          STATION RECOVERY (1987)
 NZ0382
 NZ0382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 NZ0382'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  1.7 KM
 NZ0382'(1.05 MI) NORTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 NZ0382'JUNCTION OF HUGO ROAD IN HUGO.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0779 ***********************************************************************
 NZ0779  DESIGNATION -  B 552
 NZ0779  PID         -  NZ0779
 NZ0779  STATE/COUNTY-  OR/DOUGLAS
 NZ0779  USGS QUAD   -  RABBIT MOUNTAIN (1990)
 NZ0779
 NZ0779                         *CURRENT SURVEY CONTROL
 NZ0779  ___________________________________________________________________
 NZ0779* NAD 83(1986)-  42 46 24.     (N)    123 34 08.     (W)     SCALED    
 NZ0779* NAVD 88     -       347.752  (meters)    1140.92   (feet)  ADJUSTED  
 NZ0779  ___________________________________________________________________
 NZ0779  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 NZ0779  DYNAMIC HT  -         347.630 (meters)    1140.52  (feet)  COMP
 NZ0779  MODELED GRAV-     980,258.8   (mgal)                       NAVD 88
 NZ0779
 NZ0779  VERT ORDER  -  FIRST     CLASS II
 NZ0779
 NZ0779.The horizontal coordinates were scaled from a topographic map and have
 NZ0779.an estimated accuracy of +/- 6 seconds.
 NZ0779
 NZ0779.The orthometric height was determined by differential leveling
 NZ0779.and adjusted in June 1991.
 NZ0779
 NZ0779.The geoid height was determined by GEOID03.
 NZ0779
 NZ0779.The dynamic height is computed by dividing the NAVD 88
 NZ0779.geopotential number by the normal gravity value computed on the
 NZ0779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0779.degrees latitude (g = 980.6199 gals.).
 NZ0779
 NZ0779.The modeled gravity was interpolated from observed gravity values.
 NZ0779
 NZ0779;                    North         East    Units  Estimated Accuracy
 NZ0779;SPC OR S     -   127,530.    1,248,920.      MT  (+/- 180 meters Scaled)
 NZ0779
 NZ0779                          SUPERSEDED SURVEY CONTROL
 NZ0779
 NZ0779  NGVD 29 (??/??/92)  346.704  (m)         1137.48   (f) ADJ UNCH    1 2
 NZ0779
 NZ0779.Superseded values are not recommended for survey control.
 NZ0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0779.See file dsdata.txt to determine how the superseded data were derived.
 NZ0779
 NZ0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN534358(NAD 83)
 NZ0779_MARKER: DB = BENCH MARK DISK
 NZ0779_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NZ0779_SP_SET: CULVERT
 NZ0779_STAMPING: B 552 1954
 NZ0779_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0779
 NZ0779  HISTORY     - Date     Condition        Report By
 NZ0779  HISTORY     - 1954     MONUMENTED       CGS
 NZ0779
 NZ0779                          STATION DESCRIPTION
 NZ0779
 NZ0779'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NZ0779'3.7 MI SE FROM WEST FORK.
 NZ0779'3.7 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 NZ0779'STEEL BRIDGE 521.4 OVER WEST FORK COW CREEK AT WEST FORK, 1.2 MILES
 NZ0779'NORTHWEST OF A SMALL RAILROAD BUILDING AT BRANDT SIDING, AT 24-INCH
 NZ0779'CAST IRON PIPE CULVERT 517.63, IN THE TOP OF THE SOUTHEAST END OF THE
 NZ0779'NORTHEAST CONCRETE HEAD WALL, 20.5 FEET NORTHEAST OF THE NORTHEAST
 NZ0779'RAIL, AND ABOUT 12 FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0516 ***********************************************************************
 NY0516  DESIGNATION -  B 553
 NY0516  PID         -  NY0516
 NY0516  STATE/COUNTY-  OR/KLAMATH
 NY0516  USGS QUAD   -  FORT KLAMATH (1985)
 NY0516
 NY0516                         *CURRENT SURVEY CONTROL
 NY0516  ___________________________________________________________________
 NY0516* NAD 83(1986)-  42 39 11.     (N)    121 57 27.     (W)     SCALED    
 NY0516* NAVD 88     -      1268.145  (meters)    4160.57   (feet)  ADJUSTED  
 NY0516  ___________________________________________________________________
 NY0516  GEOID HEIGHT-         -22.41  (meters)                     GEOID03
 NY0516  DYNAMIC HT  -        1267.409 (meters)    4158.16  (feet)  COMP
 NY0516  MODELED GRAV-     979,996.7   (mgal)                       NAVD 88
 NY0516
 NY0516  VERT ORDER  -  FIRST     CLASS II
 NY0516
 NY0516.The horizontal coordinates were scaled from a topographic map and have
 NY0516.an estimated accuracy of +/- 6 seconds.
 NY0516
 NY0516.The orthometric height was determined by differential leveling
 NY0516.and adjusted in June 1991.
 NY0516
 NY0516.The geoid height was determined by GEOID03.
 NY0516
 NY0516.The dynamic height is computed by dividing the NAVD 88
 NY0516.geopotential number by the normal gravity value computed on the
 NY0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0516.degrees latitude (g = 980.6199 gals.).
 NY0516
 NY0516.The modeled gravity was interpolated from observed gravity values.
 NY0516
 NY0516;                    North         East    Units  Estimated Accuracy
 NY0516;SPC OR S     -   110,610.    1,380,500.      MT  (+/- 180 meters Scaled)
 NY0516
 NY0516                          SUPERSEDED SURVEY CONTROL
 NY0516
 NY0516  NGVD 29 (??/??/92) 1266.995  (m)         4156.80   (f) ADJ UNCH    1 2
 NY0516
 NY0516.Superseded values are not recommended for survey control.
 NY0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0516.See file dsdata.txt to determine how the superseded data were derived.
 NY0516
 NY0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN854228(NAD 83)
 NY0516_MARKER: DB = BENCH MARK DISK
 NY0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0516_SP_SET: CONCRETE POST
 NY0516_STAMPING: B 553 1954
 NY0516_MARK LOGO: CGS   
 NY0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0516+STABILITY: SURFACE MOTION
 NY0516_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NY0516+SATELLITE: SATELLITE OBSERVATIONS - July 01, 1988
 NY0516
 NY0516  HISTORY     - Date     Condition        Report By
 NY0516  HISTORY     - 1954     MONUMENTED       CGS
 NY0516  HISTORY     - 19880701 GOOD             NGS
 NY0516
 NY0516                          STATION DESCRIPTION
 NY0516
 NY0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NY0516'2.7 MI N FROM KLAMATH AGENCY.
 NY0516'2.7 MILES NORTH ALONG STATE HIGHWAY 62 FROM THE AGENCY OFFICE AT
 NY0516'KLAMATH AGENCY, AT THE T JUNCTION OF A ROAD LEADING NORTHEAST TO SOME
 NY0516'FARM BUILDINGS, ACROSS THE HIGHWAY FROM 2 POWER LINE POLES SUPPORTING
 NY0516'A PLATFORM WITH 3 TRANSFORMERS, ON THE NORTHEAST BANK OF A CANAL
 NY0516'PARALLEL WITH THE HIGHWAY, ON THE SOUTHWEST SIDE OF A SMALL TRIANGLE
 NY0516'FORMED BY FENCE LINES, 48 FEET NORTHEAST OF THE CENTER LINE OF THE
 NY0516'HIGHWAY, 31 1/2 FEET SOUTHEAST OF A TELEPHONE POLE, 3 1/2 FEET
 NY0516'NORTHWEST OF THE NORTHWEST POST FOR A WOODEN GATE ACROSS THE ROAD, 1.6
 NY0516'FEET SOUTHWEST OF A RIGHT-OF-WAY FENCE, 2.1 FEET SOUTHEAST OF A
 NY0516'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 NY0516'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 NY0516
 NY0516                          STATION RECOVERY (1988)
 NY0516
 NY0516'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 NY0516'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0330 ***********************************************************************
 PC0330  DESIGNATION -  B 554
 PC0330  PID         -  PC0330
 PC0330  STATE/COUNTY-  OR/DOUGLAS
 PC0330  USGS QUAD   -  MYRTLE CREEK (1987)
 PC0330
 PC0330                         *CURRENT SURVEY CONTROL
 PC0330  ___________________________________________________________________
 PC0330* NAD 83(1986)-  43 04 02.     (N)    123 21 29.     (W)     SCALED    
 PC0330* NAVD 88     -       175.175  (meters)     574.72   (feet)  ADJUSTED  
 PC0330  ___________________________________________________________________
 PC0330  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 PC0330  DYNAMIC HT  -         175.131 (meters)     574.58  (feet)  COMP
 PC0330  MODELED GRAV-     980,368.4   (mgal)                       NAVD 88
 PC0330
 PC0330  VERT ORDER  -  FIRST     CLASS II
 PC0330
 PC0330.The horizontal coordinates were scaled from a topographic map and have
 PC0330.an estimated accuracy of +/- 6 seconds.
 PC0330
 PC0330.The orthometric height was determined by differential leveling
 PC0330.and adjusted in June 1991.
 PC0330
 PC0330.The geoid height was determined by GEOID03.
 PC0330
 PC0330.The dynamic height is computed by dividing the NAVD 88
 PC0330.geopotential number by the normal gravity value computed on the
 PC0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0330.degrees latitude (g = 980.6199 gals.).
 PC0330
 PC0330.The modeled gravity was interpolated from observed gravity values.
 PC0330
 PC0330;                    North         East    Units  Estimated Accuracy
 PC0330;SPC OR S     -   159,550.    1,267,280.      MT  (+/- 180 meters Scaled)
 PC0330
 PC0330                          SUPERSEDED SURVEY CONTROL
 PC0330
 PC0330  NGVD 29 (??/??/92)  174.122  (m)          571.27   (f) ADJ UNCH    1 2
 PC0330
 PC0330.Superseded values are not recommended for survey control.
 PC0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0330.See file dsdata.txt to determine how the superseded data were derived.
 PC0330
 PC0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN708683(NAD 83)
 PC0330_MARKER: DB = BENCH MARK DISK
 PC0330_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PC0330_SP_SET: HEADWALL
 PC0330_STAMPING: B 554 1954
 PC0330_MARK LOGO: CGS   
 PC0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0330+STABILITY: SURFACE MOTION
 PC0330
 PC0330  HISTORY     - Date     Condition        Report By
 PC0330  HISTORY     - 1954     MONUMENTED       CGS
 PC0330  HISTORY     - 1987     GOOD             NGS
 PC0330
 PC0330                          STATION DESCRIPTION
 PC0330
 PC0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 PC0330'5.6 MI NW FROM MYRTLE CREEK.
 PC0330'5.6 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 PC0330'THE STATION AT MYRTLE CREEK, 8.0 MILES SOUTHEAST OF WINSTON, ABOUT 1/2
 PC0330'POLE NORTHWEST OF MILEPOLE 556, AT 30-INCH CONCRETE PIPE CULVERT
 PC0330'556.01, IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST CONCRETE HEAD
 PC0330'WALL, 12.1 FEET NORTHEAST OF THE NORTHEAST RAIL, AND ABOUT 3 FEET
 PC0330'LOWER THAN THE TRACK.
 PC0330
 PC0330                          STATION RECOVERY (1987)
 PC0330
 PC0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PC0330'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  8.0 KM
 PC0330'(4.95 MI) NORTHWESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM ITS
 PC0330'JUNCTION WITH STATE HIGHWAY 99 IN MYRTLE CREEK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0018 ***********************************************************************
 NZ0018  DESIGNATION -  B 555
 NZ0018  PID         -  NZ0018
 NZ0018  STATE/COUNTY-  OR/KLAMATH
 NZ0018  USGS QUAD   -  MARES EGG SPRING (1985)
 NZ0018
 NZ0018                         *CURRENT SURVEY CONTROL
 NZ0018  ___________________________________________________________________
 NZ0018* NAD 83(1986)-  42 40 45.     (N)    122 02 41.     (W)     SCALED    
 NZ0018* NAVD 88     -      1269.895  (meters)    4166.31   (feet)  ADJUSTED  
 NZ0018  ___________________________________________________________________
 NZ0018  GEOID HEIGHT-         -22.38  (meters)                     GEOID03
 NZ0018  DYNAMIC HT  -        1269.166 (meters)    4163.92  (feet)  COMP
 NZ0018  MODELED GRAV-     980,003.0   (mgal)                       NAVD 88
 NZ0018
 NZ0018  VERT ORDER  -  FIRST     CLASS II
 NZ0018
 NZ0018.The horizontal coordinates were scaled from a topographic map and have
 NZ0018.an estimated accuracy of +/- 6 seconds.
 NZ0018
 NZ0018.The orthometric height was determined by differential leveling
 NZ0018.and adjusted in June 1991.
 NZ0018
 NZ0018.The geoid height was determined by GEOID03.
 NZ0018
 NZ0018.The dynamic height is computed by dividing the NAVD 88
 NZ0018.geopotential number by the normal gravity value computed on the
 NZ0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0018.degrees latitude (g = 980.6199 gals.).
 NZ0018
 NZ0018.The modeled gravity was interpolated from observed gravity values.
 NZ0018
 NZ0018;                    North         East    Units  Estimated Accuracy
 NZ0018;SPC OR S     -   113,640.    1,373,400.      MT  (+/- 180 meters Scaled)
 NZ0018
 NZ0018                          SUPERSEDED SURVEY CONTROL
 NZ0018
 NZ0018  NGVD 29 (??/??/92) 1268.754  (m)         4162.57   (f) ADJ UNCH    1 2
 NZ0018
 NZ0018.Superseded values are not recommended for survey control.
 NZ0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0018.See file dsdata.txt to determine how the superseded data were derived.
 NZ0018
 NZ0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN782256(NAD 83)
 NZ0018_MARKER: DB = BENCH MARK DISK
 NZ0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ0018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NZ0018_STAMPING: B 555 1954
 NZ0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0018+STABILITY: SURFACE MOTION
 NZ0018
 NZ0018  HISTORY     - Date     Condition        Report By
 NZ0018  HISTORY     - 1954     MONUMENTED       CGS
 NZ0018
 NZ0018                          STATION DESCRIPTION
 NZ0018
 NZ0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NZ0018'4.3 MI SW FROM FORT KLAMATH.
 NZ0018'0.2 MILE NORTH ALONG STATE HIGHWAY 62 FROM THE POST OFFICE AT FORT
 NZ0018'KLAMATH, KLAMATH COUNTY, THENCE 2.4 MILES WEST ALONG A PAVED ROAD, AND
 NZ0018'THENCE 1.7 MILES SOUTH ALONG THE PELICAN BAY ROAD.  AT THE T-JUNCTION
 NZ0018'OF A DRIVEWAY LEADING EAST TO THE WHITE-PAINTED RANCHHOUSE OF WILLIAM
 NZ0018'C. HACKLER, 35.5 FEET EAST OF THE CENTERLINE OF THE ROAD, 15.5 FEET
 NZ0018'EAST OF THE NORTH END OF A 48-INCH CORRUGATED-METAL PIPE CULVERT UNDER
 NZ0018'THE DRIVEWAY, 4.7 FEET NORTH OF THE NORTHWEST CORNER OF A CATTLE GUARD
 NZ0018'ON THE DRIVEWAY, 2.2 FEET WEST OF A FENCE, AND 1.6 FEET SOUTH OF A
 NZ0018'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED B 555 1954 AND
 NZ0018'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0324 ***********************************************************************
 OA0324  DESIGNATION -  B 56
 OA0324  PID         -  OA0324
 OA0324  STATE/COUNTY-  OR/DOUGLAS
 OA0324  USGS QUAD   -  REEDSPORT (1985)
 OA0324
 OA0324                         *CURRENT SURVEY CONTROL
 OA0324  ___________________________________________________________________
 OA0324* NAD 83(1986)-  43 42 26.     (N)    124 05 47.     (W)     SCALED    
 OA0324* NAVD 88     -         6.049  (meters)      19.85   (feet)  ADJUSTED  
 OA0324  ___________________________________________________________________
 OA0324  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 OA0324  DYNAMIC HT  -           6.048 (meters)      19.84  (feet)  COMP
 OA0324  MODELED GRAV-     980,523.0   (mgal)                       NAVD 88
 OA0324
 OA0324  VERT ORDER  -  FIRST     CLASS II
 OA0324
 OA0324.The horizontal coordinates were scaled from a topographic map and have
 OA0324.an estimated accuracy of +/- 6 seconds.
 OA0324
 OA0324.The orthometric height was determined by differential leveling
 OA0324.and adjusted in June 1991.
 OA0324
 OA0324.The geoid height was determined by GEOID03.
 OA0324
 OA0324.The dynamic height is computed by dividing the NAVD 88
 OA0324.geopotential number by the normal gravity value computed on the
 OA0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0324.degrees latitude (g = 980.6199 gals.).
 OA0324
 OA0324.The modeled gravity was interpolated from observed gravity values.
 OA0324
 OA0324;                    North         East    Units  Estimated Accuracy
 OA0324;SPC OR S     -   232,900.    1,210,240.      MT  (+/- 180 meters Scaled)
 OA0324
 OA0324                          SUPERSEDED SURVEY CONTROL
 OA0324
 OA0324  NGVD 29 (??/??/92)    4.959  (m)           16.27   (f) ADJ UNCH    1 2
 OA0324
 OA0324.Superseded values are not recommended for survey control.
 OA0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0324.See file dsdata.txt to determine how the superseded data were derived.
 OA0324
 OA0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP116399(NAD 83)
 OA0324_MARKER: DB = BENCH MARK DISK
 OA0324_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OA0324_SP_SET: ABUTMENT
 OA0324_STAMPING: B 56 1930
 OA0324_MARK LOGO: CGS   
 OA0324_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OA0324
 OA0324  HISTORY     - Date     Condition        Report By
 OA0324  HISTORY     - 1930     MONUMENTED       CGS
 OA0324  HISTORY     - 1971     GOOD             NGS
 OA0324  HISTORY     - 1986     GOOD             USPSQD
 OA0324  HISTORY     - 1987     GOOD             NGS
 OA0324  HISTORY     - 1988     GOOD             USPSQD
 OA0324
 OA0324                          STATION DESCRIPTION
 OA0324
 OA0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 OA0324'IN REEDSPORT.
 OA0324'ON TOP OF UP STREAM END OF PIER 12, THE SOUTH ABUTMENT OF THE RAILROAD
 OA0324'BRIDGE OVER THE UMPQUA RIVER AT REEDSPORT.
 OA0324
 OA0324                          STATION RECOVERY (1971)
 OA0324
 OA0324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 OA0324'RECOVERED IN GOOD CONDITION.
 OA0324
 OA0324                          STATION RECOVERY (1986)
 OA0324
 OA0324'RECOVERY NOTE BY US POWER SQUADRON 1986 (AS)
 OA0324'RECOVERED IN GOOD CONDITION.
 OA0324
 OA0324                          STATION RECOVERY (1987)
 OA0324
 OA0324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 OA0324'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  0.3 KM
 OA0324'(0.20 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 38 FROM THE JUNCTION OF
 OA0324'STATE HIGHWAY 101 IN REEDSPORT, THENCE 0.6 KM (0.35 MI) NORTHEASTERLY
 OA0324'ALONG THE SOUTHERN PACIFIC RAILROAD, IN TOP OF AND 0.4 M (1.3 FT)
 OA0324'NORTHWEST OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE ABUTMENT OF
 OA0324'THE RAILROAD BRIDGE SPANNING THE UMPQUA RIVER, AND 3.1 M (10.2 FT)
 OA0324'SOUTHEAST OF THE NEAR RAIL.
 OA0324'THE MARK IS 2.0 M BELOW THE TRACKS.
 OA0324
 OA0324                          STATION RECOVERY (1988)
 OA0324
 OA0324'RECOVERY NOTE BY US POWER SQUADRON 1988 (AES)
 OA0324'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0150 ***********************************************************************
 NW0150  DESIGNATION -  B 588
 NW0150  PID         -  NW0150
 NW0150  STATE/COUNTY-  OR/MALHEUR
 NW0150  USGS QUAD   -  THREE FORKS (1980)
 NW0150
 NW0150                         *CURRENT SURVEY CONTROL
 NW0150  ___________________________________________________________________
 NW0150* NAD 83(1986)-  42 35 28.     (N)    117 07 35.     (W)     SCALED    
 NW0150* NAVD 88     -      1468.924  (meters)    4819.29   (feet)  ADJUSTED  
 NW0150  ___________________________________________________________________
 NW0150  GEOID HEIGHT-         -17.33  (meters)                     GEOID03
 NW0150  DYNAMIC HT  -        1468.028 (meters)    4816.36  (feet)  COMP
 NW0150  MODELED GRAV-     979,959.2   (mgal)                       NAVD 88
 NW0150
 NW0150  VERT ORDER  -  SECOND    CLASS 0
 NW0150
 NW0150.The horizontal coordinates were scaled from a topographic map and have
 NW0150.an estimated accuracy of +/- 6 seconds.
 NW0150
 NW0150.The orthometric height was determined by differential leveling
 NW0150.and adjusted in June 1991.
 NW0150
 NW0150.The geoid height was determined by GEOID03.
 NW0150
 NW0150.The dynamic height is computed by dividing the NAVD 88
 NW0150.geopotential number by the normal gravity value computed on the
 NW0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0150.degrees latitude (g = 980.6199 gals.).
 NW0150
 NW0150.The modeled gravity was interpolated from observed gravity values.
 NW0150
 NW0150;                    North         East    Units  Estimated Accuracy
 NW0150;SPC OR S     -   108,270.    1,776,810.      MT  (+/- 180 meters Scaled)
 NW0150
 NW0150                          SUPERSEDED SURVEY CONTROL
 NW0150
 NW0150  NGVD 29 (??/??/92) 1467.815  (m)         4815.66   (f) ADJ UNCH    2 0
 NW0150
 NW0150.Superseded values are not recommended for survey control.
 NW0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0150.See file dsdata.txt to determine how the superseded data were derived.
 NW0150
 NW0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH896154(NAD 83)
 NW0150_MARKER: DB = BENCH MARK DISK
 NW0150_SETTING: 66 = SET IN ROCK OUTCROP
 NW0150_SP_SET: OUTCROP
 NW0150_STAMPING: B 588 1963
 NW0150_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0150+STABILITY: POSITION/ELEVATION WELL
 NW0150
 NW0150  HISTORY     - Date     Condition        Report By
 NW0150  HISTORY     - 1963     MONUMENTED       CGS
 NW0150
 NW0150                          STATION DESCRIPTION
 NW0150
 NW0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 NW0150'32.3 MI S FROM JORDAN VALLEY.
 NW0150'22.6 MILES SOUTH ALONG A GRAVELED ROAD FROM THE JORDAN VALLEY HOTEL AT
 NW0150'JORDAN VALLEY, THENCE 9.7 MILES SOUTHWEST ALONG A DIRT ROAD, 31 FEET
 NW0150'SOUTHEAST OF THE CENTER LINE OF THE ROAD, IN THE TOP OF A 4 BY 4-FOOT
 NW0150'OUTCROP, 16 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, AND ABOUT
 NW0150'LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0193 ***********************************************************************
 NW0193  DESIGNATION -  B 589
 NW0193  PID         -  NW0193
 NW0193  STATE/COUNTY-  OR/MALHEUR
 NW0193  USGS QUAD   -  DEACON CROSSING (1982)
 NW0193
 NW0193                         *CURRENT SURVEY CONTROL
 NW0193  ___________________________________________________________________
 NW0193* NAD 83(1986)-  42 24 44.     (N)    117 03 39.     (W)     SCALED    
 NW0193* NAVD 88     -      1531.818  (meters)    5025.64   (feet)  ADJUSTED  
 NW0193  ___________________________________________________________________
 NW0193  GEOID HEIGHT-         -17.42  (meters)                     GEOID03
 NW0193  DYNAMIC HT  -        1530.831 (meters)    5022.40  (feet)  COMP
 NW0193  MODELED GRAV-     979,923.2   (mgal)                       NAVD 88
 NW0193
 NW0193  VERT ORDER  -  SECOND    CLASS 0
 NW0193
 NW0193.The horizontal coordinates were scaled from a topographic map and have
 NW0193.an estimated accuracy of +/- 6 seconds.
 NW0193
 NW0193.The orthometric height was determined by differential leveling
 NW0193.and adjusted in June 1991.
 NW0193
 NW0193.The geoid height was determined by GEOID03.
 NW0193
 NW0193.The dynamic height is computed by dividing the NAVD 88
 NW0193.geopotential number by the normal gravity value computed on the
 NW0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0193.degrees latitude (g = 980.6199 gals.).
 NW0193
 NW0193.The modeled gravity was interpolated from observed gravity values.
 NW0193
 NW0193;                    North         East    Units  Estimated Accuracy
 NW0193;SPC OR S     -    88,630.    1,783,010.      MT  (+/- 180 meters Scaled)
 NW0193
 NW0193                          SUPERSEDED SURVEY CONTROL
 NW0193
 NW0193  NGVD 29 (??/??/92) 1530.689  (m)         5021.94   (f) ADJ UNCH    2 0
 NW0193
 NW0193.Superseded values are not recommended for survey control.
 NW0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0193.See file dsdata.txt to determine how the superseded data were derived.
 NW0193
 NW0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG949955(NAD 83)
 NW0193_MARKER: DB = BENCH MARK DISK
 NW0193_SETTING: 66 = SET IN ROCK OUTCROP
 NW0193_SP_SET: OUTCROP
 NW0193_STAMPING: B 589 1963
 NW0193_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0193+STABILITY: POSITION/ELEVATION WELL
 NW0193
 NW0193  HISTORY     - Date     Condition        Report By
 NW0193  HISTORY     - 1963     MONUMENTED       CGS
 NW0193
 NW0193                          STATION DESCRIPTION
 NW0193
 NW0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 NW0193'2.0 MI NW FROM C RANCH.
 NW0193'2.0 MILES NORTHWEST ALONG A DIRT ROAD FROM THE C RANCH, 258 FEET
 NW0193'SOUTHWEST OF THE CENTER LINE OF THE ROAD, IN THE TOP OF A 4 BY 10-FOOT
 NW0193'OUTCROP WHICH PROJECTS 1.0 FOOT ABOVE THE GROUND, 39.8 FEET SOUTHWEST
 NW0193'OF A WITNESS POST, AND ABOUT 8 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0225 ***********************************************************************
 NZ0225  DESIGNATION -  B 59
 NZ0225  PID         -  NZ0225
 NZ0225  STATE/COUNTY-  OR/JACKSON
 NZ0225  USGS QUAD   -  SHADY COVE (1983)
 NZ0225
 NZ0225                         *CURRENT SURVEY CONTROL
 NZ0225  ___________________________________________________________________
 NZ0225* NAD 83(1986)-  42 32 16.     (N)    122 48 42.     (W)     SCALED    
 NZ0225* NAVD 88     -       412.260  (meters)    1352.56   (feet)  ADJUSTED  
 NZ0225  ___________________________________________________________________
 NZ0225  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 NZ0225  DYNAMIC HT  -         412.100 (meters)    1352.03  (feet)  COMP
 NZ0225  MODELED GRAV-     980,223.3   (mgal)                       NAVD 88
 NZ0225
 NZ0225  VERT ORDER  -  SECOND    CLASS 0
 NZ0225
 NZ0225.The horizontal coordinates were scaled from a topographic map and have
 NZ0225.an estimated accuracy of +/- 6 seconds.
 NZ0225
 NZ0225.The orthometric height was determined by differential leveling
 NZ0225.and adjusted in June 1991.
 NZ0225
 NZ0225.The geoid height was determined by GEOID03.
 NZ0225
 NZ0225.The dynamic height is computed by dividing the NAVD 88
 NZ0225.geopotential number by the normal gravity value computed on the
 NZ0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0225.degrees latitude (g = 980.6199 gals.).
 NZ0225
 NZ0225.The modeled gravity was interpolated from observed gravity values.
 NZ0225
 NZ0225;                    North         East    Units  Estimated Accuracy
 NZ0225;SPC OR S     -    99,390.    1,310,130.      MT  (+/- 180 meters Scaled)
 NZ0225
 NZ0225                          SUPERSEDED SURVEY CONTROL
 NZ0225
 NZ0225  NGVD 29 (??/??/92)  411.229  (m)         1349.17   (f) ADJ UNCH    2 0
 NZ0225
 NZ0225.Superseded values are not recommended for survey control.
 NZ0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0225.See file dsdata.txt to determine how the superseded data were derived.
 NZ0225
 NZ0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN154095(NAD 83)
 NZ0225_MARKER: DD = SURVEY DISK
 NZ0225_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NZ0225_SP_SET: CURB
 NZ0225_STAMPING: B 59 1931
 NZ0225_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0225
 NZ0225  HISTORY     - Date     Condition        Report By
 NZ0225  HISTORY     - UNK      MONUMENTED       ORDT
 NZ0225  HISTORY     - 1931     GOOD             NGS
 NZ0225  HISTORY     - 1976     MARK NOT FOUND   USGS
 NZ0225
 NZ0225                          STATION DESCRIPTION
 NZ0225
 NZ0225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 NZ0225'7.9 MI S FROM TRAIL.
 NZ0225'ABOUT 7.9 MILES SOUTH ALONG THE CRATER LAKE HIGHWAY FROM TRAIL,
 NZ0225'JACKSON COUNTY, AT THE CONCRETE BRIDGE OVER REESE CREEK, AND IN THE
 NZ0225'CURB AT THE SOUTHEAST CORNER.  AN OREGON STATE HIGHWAY DEPARTMENT
 NZ0225'STANDARD DISK, STAMPED B 59 1931.
 NZ0225
 NZ0225                          STATION RECOVERY (1976)
 NZ0225
 NZ0225'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 NZ0225'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1113 ***********************************************************************
 QE1113  TIDAL BM    -  This is a Tidal Bench Mark.
 QE1113  DESIGNATION -  B 590
 QE1113  PID         -  QE1113
 QE1113  STATE/COUNTY-  OR/LINCOLN
 QE1113  USGS QUAD   -  NEWPORT NORTH (1984)
 QE1113
 QE1113                         *CURRENT SURVEY CONTROL
 QE1113  ___________________________________________________________________
 QE1113* NAD 83(1986)-  44 37 29.     (N)    124 02 42.     (W)     SCALED    
 QE1113* NAVD 88     -         3.713  (meters)      12.18   (feet)  ADJUSTED  
 QE1113  ___________________________________________________________________
 QE1113  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 QE1113  DYNAMIC HT  -           3.713 (meters)      12.18  (feet)  COMP
 QE1113  MODELED GRAV-     980,592.6   (mgal)                       NAVD 88
 QE1113
 QE1113  VERT ORDER  -  FIRST     CLASS II
 QE1113
 QE1113.The horizontal coordinates were scaled from a topographic map and have
 QE1113.an estimated accuracy of +/- 6 seconds.
 QE1113
 QE1113.The orthometric height was determined by differential leveling
 QE1113.and adjusted in June 1991.
 QE1113.WARNING-Repeat measurements at this control monument indicate possible
 QE1113.vertical movement.
 QE1113
 QE1113.This Tidal Bench Mark is designated as VM 1056
 QE1113.by the Center for Operational Oceanographic Products and Services.
 QE1113
 QE1113.The geoid height was determined by GEOID03.
 QE1113
 QE1113.The dynamic height is computed by dividing the NAVD 88
 QE1113.geopotential number by the normal gravity value computed on the
 QE1113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1113.degrees latitude (g = 980.6199 gals.).
 QE1113
 QE1113.The modeled gravity was interpolated from observed gravity values.
 QE1113
 QE1113;                    North         East    Units  Estimated Accuracy
 QE1113;SPC OR N     -   112,630.    2,218,780.      MT  (+/- 180 meters Scaled)
 QE1113
 QE1113                          SUPERSEDED SURVEY CONTROL
 QE1113
 QE1113  NGVD 29 (??/??/92)    2.754  (m)            9.04   (f) ADJ UNCH    1 2
 QE1113
 QE1113.Superseded values are not recommended for survey control.
 QE1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1113.See file dsdata.txt to determine how the superseded data were derived.
 QE1113
 QE1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ171417(NAD 83)
 QE1113_MARKER: DB = BENCH MARK DISK
 QE1113_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 QE1113+WITH SETTING: PAVEMENT
 QE1113_SP_SET: FOUNDATION
 QE1113_STAMPING: B 590 1965
 QE1113_MARK LOGO: CGS   
 QE1113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE1113+STABILITY: SURFACE MOTION
 QE1113
 QE1113  HISTORY     - Date     Condition        Report By
 QE1113  HISTORY     - 1965     MONUMENTED       CGS
 QE1113  HISTORY     - 1985     GOOD             USPSQD
 QE1113  HISTORY     - 1988     GOOD             NGS
 QE1113  HISTORY     - 1990     GOOD             USPSQD
 QE1113  HISTORY     - 20051211 MARK NOT FOUND   USPSQD
 QE1113
 QE1113                          STATION DESCRIPTION
 QE1113
 QE1113'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 QE1113'1.9 MI SE FROM NEWPORT.
 QE1113'ABOUT 1.2 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE CITY HALL AT
 QE1113'NEWPORT, THENCE 0.7 MILE EAST ALONG A PAVED ROAD, SET IN THE SOUTHWEST
 QE1113'CORNER OF THE TOP OF THE CONCRETE FOUNDATION OF THE MOST WESTERLY OF
 QE1113'TWO LIGHT POLES IN THE PARKING LOT IN FRONT OF THE OREGON STATE MARINE
 QE1113'SCIENCE CENTER LABORATORY.
 QE1113
 QE1113                          STATION RECOVERY (1985)
 QE1113
 QE1113'RECOVERY NOTE BY US POWER SQUADRON 1985
 QE1113'MARK IS NOW ABOUT 3 INCHES BELOW SURFACE OF PARKING LOT PROTECTED
 QE1113'FROM PAVING BY WHAT APPEARS TO BE A TOMATO JUICE CAN.
 QE1113
 QE1113                          STATION RECOVERY (1988)
 QE1113
 QE1113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QE1113'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  1.8 KM
 QE1113'(1.10 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM ITS JUNCTION WITH U.S.
 QE1113'HIGHWAY 20 IN NEWPORT, THENCE 1.2 KM (0.75 MI) NORTHERLY ALONG A
 QE1113'PAVED ROAD, THENCE 0.1 KM (0.05 MI) EAST ALONG A PAVED ROAD AND
 QE1113'VISTORS PARKING LOT, IN TOP OF AND 0.2 M (0.7 FT) SOUTHWEST OF THE
 QE1113'SOUTHWEST CORNER OF THE MOST WESTERLY 1 OF 3 LIGHT POLE FOUNDATION OF
 QE1113'THE VISTORS PARKING LOT.  NOTE--THE MARK IS 3-INCHES BELOW THE
 QE1113'SURFACE OF THE PARKING LOT ACCESS TO WHICH IS THROUGH A 4-INCH HOLE.
 QE1113'THE MARK IS 0.1 M BELOW THE PARKING LOT.
 QE1113
 QE1113                          STATION RECOVERY (1990)
 QE1113
 QE1113'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCB)
 QE1113'RECOVERED IN GOOD CONDITION.
 QE1113
 QE1113                          STATION RECOVERY (2005)
 QE1113
 QE1113'RECOVERY NOTE BY US POWER SQUADRON 2005
 QE1113'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0418 ***********************************************************************
 NY0418  DESIGNATION -  B 6
 NY0418  PID         -  NY0418
 NY0418  STATE/COUNTY-  OR/KLAMATH
 NY0418  USGS QUAD   -  HAMAKER MTN (1986)
 NY0418
 NY0418                         *CURRENT SURVEY CONTROL
 NY0418  ___________________________________________________________________
 NY0418* NAD 83(1986)-  42 02 21.     (N)    121 53 22.     (W)     SCALED    
 NY0418* NAVD 88     -      1263.690  (meters)    4145.96   (feet)  ADJUSTED  
 NY0418  ___________________________________________________________________
 NY0418  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 NY0418  DYNAMIC HT  -        1262.906 (meters)    4143.38  (feet)  COMP
 NY0418  MODELED GRAV-     979,957.9   (mgal)                       NAVD 88
 NY0418
 NY0418  VERT ORDER  -  FIRST     CLASS II
 NY0418
 NY0418.The horizontal coordinates were scaled from a topographic map and have
 NY0418.an estimated accuracy of +/- 6 seconds.
 NY0418
 NY0418.The orthometric height was determined by differential leveling
 NY0418.and adjusted in June 1991.
 NY0418
 NY0418.The geoid height was determined by GEOID03.
 NY0418
 NY0418.The dynamic height is computed by dividing the NAVD 88
 NY0418.geopotential number by the normal gravity value computed on the
 NY0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0418.degrees latitude (g = 980.6199 gals.).
 NY0418
 NY0418.The modeled gravity was interpolated from observed gravity values.
 NY0418
 NY0418;                    North         East    Units  Estimated Accuracy
 NY0418;SPC OR S     -    42,340.    1,384,950.      MT  (+/- 180 meters Scaled)
 NY0418
 NY0418                          SUPERSEDED SURVEY CONTROL
 NY0418
 NY0418  NGVD 29 (??/??/92) 1262.569  (m)         4142.28   (f) ADJ UNCH    1 2
 NY0418
 NY0418.Superseded values are not recommended for survey control.
 NY0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0418.See file dsdata.txt to determine how the superseded data were derived.
 NY0418
 NY0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM919547(NAD 83)
 NY0418_MARKER: B = BOLT
 NY0418_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NY0418_SP_SET: CATTLE PASS
 NY0418_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NY0418
 NY0418  HISTORY     - Date     Condition        Report By
 NY0418  HISTORY     - UNK      MONUMENTED       SPRR
 NY0418  HISTORY     - 1954     GOOD             NGS
 NY0418
 NY0418                          STATION DESCRIPTION
 NY0418
 NY0418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NY0418'15.4 MI S FROM KLAMATH FALLS.
 NY0418'15.4 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 NY0418'STATION AT KLAMATH FALLS, 6 1/2 RAILS NORTH OF SIGNAL BLOCK 4142, AT
 NY0418'BALLAST DECK CATTLE UNDERPASS 414.33, IN THE TOP OF THE SOUTHWEST
 NY0418'CORNER, 8.9 FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND ABOUT 1 FOOT
 NY0418'LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0034 ***********************************************************************
 NZ0034  DESIGNATION -  B 60
 NZ0034  PID         -  NZ0034
 NZ0034  STATE/COUNTY-  OR/JACKSON
 NZ0034  USGS QUAD   -  PROSPECT NORTH (1989)
 NZ0034
 NZ0034                         *CURRENT SURVEY CONTROL
 NZ0034  ___________________________________________________________________
 NZ0034* NAD 83(1986)-  42 50 45.     (N)    122 28 47.     (W)     SCALED    
 NZ0034* NAVD 88     -       909.618  (meters)    2984.31   (feet)  ADJUSTED  
 NZ0034  ___________________________________________________________________
 NZ0034  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 NZ0034  DYNAMIC HT  -         909.186 (meters)    2982.89  (feet)  COMP
 NZ0034  MODELED GRAV-     980,115.6   (mgal)                       NAVD 88
 NZ0034
 NZ0034  VERT ORDER  -  SECOND    CLASS 0
 NZ0034
 NZ0034.The horizontal coordinates were scaled from a topographic map and have
 NZ0034.an estimated accuracy of +/- 6 seconds.
 NZ0034
 NZ0034.The orthometric height was determined by differential leveling
 NZ0034.and adjusted in June 1991.
 NZ0034
 NZ0034.The geoid height was determined by GEOID03.
 NZ0034
 NZ0034.The dynamic height is computed by dividing the NAVD 88
 NZ0034.geopotential number by the normal gravity value computed on the
 NZ0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0034.degrees latitude (g = 980.6199 gals.).
 NZ0034
 NZ0034.The modeled gravity was interpolated from observed gravity values.
 NZ0034
 NZ0034;                    North         East    Units  Estimated Accuracy
 NZ0034;SPC OR S     -   132,900.    1,338,200.      MT  (+/- 180 meters Scaled)
 NZ0034
 NZ0034                          SUPERSEDED SURVEY CONTROL
 NZ0034
 NZ0034  NGVD 29 (??/??/92)  908.443  (m)         2980.45   (f) ADJ UNCH    2 0
 NZ0034
 NZ0034.Superseded values are not recommended for survey control.
 NZ0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0034.See file dsdata.txt to determine how the superseded data were derived.
 NZ0034
 NZ0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN425438(NAD 83)
 NZ0034_MARKER: DB = BENCH MARK DISK
 NZ0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NZ0034_STAMPING: B 60 1931
 NZ0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0034+STABILITY: SURFACE MOTION
 NZ0034
 NZ0034  HISTORY     - Date     Condition        Report By
 NZ0034  HISTORY     - 1931     MONUMENTED       CGS
 NZ0034  HISTORY     - 1960     GOOD             NGS
 NZ0034  HISTORY     - 1984     MARK NOT FOUND   USGS
 NZ0034  HISTORY     - 1984     MARK NOT FOUND   USGS
 NZ0034
 NZ0034                          STATION DESCRIPTION
 NZ0034
 NZ0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 NZ0034'6.6 MI N FROM PROSPECT.
 NZ0034'ABOUT 6.6 MILES NORTH ALONG THE CRATER LAKE HIGHWAY FROM PROSPECT,
 NZ0034'JACKSON COUNTY, IN THE CENTER OF A SMALL CLEARING, 40 FEET SOUTHEAST
 NZ0034'OF A TREE USED AS A TELEPHONE POLE, AND 36 FEET EAST OF THE CENTER
 NZ0034'LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED B 60 1931 AND SET IN
 NZ0034'THE TOP OF A CONCRETE POST.
 NZ0034
 NZ0034                          STATION RECOVERY (1960)
 NZ0034
 NZ0034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 NZ0034'RECOVERED IN GOOD CONDITION.
 NZ0034
 NZ0034                          STATION RECOVERY (1984)
 NZ0034
 NZ0034'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 NZ0034'MARK NOT FOUND.
 NZ0034
 NZ0034                          STATION RECOVERY (1984)
 NZ0034
 NZ0034'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 NZ0034'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH0898 ***********************************************************************
 OH0898  DESIGNATION -  B 601
 OH0898  PID         -  OH0898
 OH0898  STATE/COUNTY-  OR/MALHEUR
 OH0898  USGS QUAD   -  DOWNEY CANYON (1969)
 OH0898
 OH0898                         *CURRENT SURVEY CONTROL
 OH0898  ___________________________________________________________________
 OH0898* NAD 83(1986)-  43 05 29.     (N)    117 12 43.     (W)     SCALED    
 OH0898* NAVD 88     -      1338.651  (meters)    4391.89   (feet)  ADJUSTED  
 OH0898  ___________________________________________________________________
 OH0898  GEOID HEIGHT-         -17.12  (meters)                     GEOID03
 OH0898  DYNAMIC HT  -        1337.954 (meters)    4389.60  (feet)  COMP
 OH0898  MODELED GRAV-     980,052.6   (mgal)                       NAVD 88
 OH0898
 OH0898  VERT ORDER  -  SECOND    CLASS 0
 OH0898
 OH0898.The horizontal coordinates were scaled from a topographic map and have
 OH0898.an estimated accuracy of +/- 6 seconds.
 OH0898
 OH0898.The orthometric height was determined by differential leveling
 OH0898.and adjusted in June 1991.
 OH0898
 OH0898.The geoid height was determined by GEOID03.
 OH0898
 OH0898.The dynamic height is computed by dividing the NAVD 88
 OH0898.geopotential number by the normal gravity value computed on the
 OH0898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0898.degrees latitude (g = 980.6199 gals.).
 OH0898
 OH0898.The modeled gravity was interpolated from observed gravity values.
 OH0898
 OH0898;                    North         East    Units  Estimated Accuracy
 OH0898;SPC OR S     -   163,520.    1,767,620.      MT  (+/- 180 meters Scaled)
 OH0898
 OH0898                          SUPERSEDED SURVEY CONTROL
 OH0898
 OH0898  NGVD 29 (??/??/92) 1337.589  (m)         4388.41   (f) ADJ UNCH    2 0
 OH0898
 OH0898.Superseded values are not recommended for survey control.
 OH0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0898.See file dsdata.txt to determine how the superseded data were derived.
 OH0898
 OH0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH827709(NAD 83)
 OH0898_MARKER: DB = BENCH MARK DISK
 OH0898_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OH0898_SP_SET: BRIDGE ABUTMENT
 OH0898_STAMPING: B 601 1966
 OH0898_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OH0898
 OH0898  HISTORY     - Date     Condition        Report By
 OH0898  HISTORY     - 1966     MONUMENTED       CGS
 OH0898
 OH0898                          STATION DESCRIPTION
 OH0898
 OH0898'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OH0898'15.65 MI NW FROM JORDAN VALLEY.
 OH0898'7.7 MILES NORTH ALONG U.S. HIGHWAY 95 FROM THE SCHOOL AT JORDAN
 OH0898'VALLEY, THENCE 7.95 MILES WEST ALONG JORDAN CRATER ROAD, IN THE TOP OF
 OH0898'THE EAST END OF THE SOUTH CONCRETE ABUTMENT OF A WOODEN BRIDGE OVER
 OH0898'COW CREEK, 9 FEET EAST OF THE CENTER LINE OF THE ROAD, AND ABOUT LEVEL
 OH0898'WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH0918 ***********************************************************************
 OH0918  DESIGNATION -  B 602
 OH0918  PID         -  OH0918
 OH0918  STATE/COUNTY-  OR/MALHEUR
 OH0918  USGS QUAD   -  JORDAN CRATERS NORTH (1969)
 OH0918
 OH0918                         *CURRENT SURVEY CONTROL
 OH0918  ___________________________________________________________________
 OH0918* NAD 83(1986)-  43 10 01.     (N)    117 24 47.     (W)     SCALED    
 OH0918* NAVD 88     -      1405.077  (meters)    4609.82   (feet)  ADJUSTED  
 OH0918  ___________________________________________________________________
 OH0918  GEOID HEIGHT-         -17.51  (meters)                     GEOID03
 OH0918  DYNAMIC HT  -        1404.340 (meters)    4607.41  (feet)  COMP
 OH0918  MODELED GRAV-     980,045.9   (mgal)                       NAVD 88
 OH0918
 OH0918  VERT ORDER  -  SECOND    CLASS 0
 OH0918
 OH0918.The horizontal coordinates were scaled from a topographic map and have
 OH0918.an estimated accuracy of +/- 6 seconds.
 OH0918
 OH0918.The orthometric height was determined by differential leveling
 OH0918.and adjusted in June 1991.
 OH0918
 OH0918.The geoid height was determined by GEOID03.
 OH0918
 OH0918.The dynamic height is computed by dividing the NAVD 88
 OH0918.geopotential number by the normal gravity value computed on the
 OH0918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0918.degrees latitude (g = 980.6199 gals.).
 OH0918
 OH0918.The modeled gravity was interpolated from observed gravity values.
 OH0918
 OH0918;                    North         East    Units  Estimated Accuracy
 OH0918;SPC OR S     -   171,280.    1,750,950.      MT  (+/- 180 meters Scaled)
 OH0918
 OH0918                          SUPERSEDED SURVEY CONTROL
 OH0918
 OH0918  NGVD 29 (??/??/92) 1403.992  (m)         4606.26   (f) ADJ UNCH    2 0
 OH0918
 OH0918.Superseded values are not recommended for survey control.
 OH0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0918.See file dsdata.txt to determine how the superseded data were derived.
 OH0918
 OH0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH664794(NAD 83)
 OH0918_MARKER: DB = BENCH MARK DISK
 OH0918_SETTING: 80 = SET IN A BOULDER
 OH0918_SP_SET: BOULDER
 OH0918_STAMPING: B 602 1966
 OH0918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0918+STABILITY: SURFACE MOTION
 OH0918
 OH0918  HISTORY     - Date     Condition        Report By
 OH0918  HISTORY     - 1966     MONUMENTED       CGS
 OH0918
 OH0918                          STATION DESCRIPTION
 OH0918
 OH0918'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OH0918'29.25 MI NW FROM JORDAN VALLEY.
 OH0918'7.7 MILES NORTH ALONG U.S. HIGHWAY 95 FROM THE SCHOOL AT JORDAN
 OH0918'VALLEY, THENCE 21.55 MILES WEST ALONG JORDAN CRATER ROAD, IN A WIDE
 OH0918'DRY WASH, ALONG THE WEST SIDE OF A CROP OF LAVA BOULDERS, IN THE TOP
 OH0918'OF A 2- BY 4-FOOT BOULDER ABOUT FLUSH WITH THE GROUND, 114 FEET SOUTH
 OH0918'OF THE CENTER LINE OF THE ROAD, 13.5 FEET SOUTH OF A WITNESS POST, AND
 OH0918'ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH0927 ***********************************************************************
 OH0927  DESIGNATION -  B 603
 OH0927  PID         -  OH0927
 OH0927  STATE/COUNTY-  OR/MALHEUR
 OH0927  USGS QUAD   -  THE HOLE IN THE GROU (1972)
 OH0927
 OH0927                         *CURRENT SURVEY CONTROL
 OH0927  ___________________________________________________________________
 OH0927* NAD 83(1986)-  43 12 26.     (N)    117 30 08.     (W)     SCALED    
 OH0927* NAVD 88     -       890.243  (meters)    2920.74   (feet)  ADJUSTED  
 OH0927  ___________________________________________________________________
 OH0927  GEOID HEIGHT-         -17.77  (meters)                     GEOID03
 OH0927  DYNAMIC HT  -         889.795 (meters)    2919.27  (feet)  COMP
 OH0927  MODELED GRAV-     980,088.6   (mgal)                       NAVD 88
 OH0927
 OH0927  VERT ORDER  -  SECOND    CLASS 0
 OH0927
 OH0927.The horizontal coordinates were scaled from a topographic map and have
 OH0927.an estimated accuracy of +/- 6 seconds.
 OH0927
 OH0927.The orthometric height was determined by differential leveling
 OH0927.and adjusted in June 1991.
 OH0927
 OH0927.The geoid height was determined by GEOID03.
 OH0927
 OH0927.The dynamic height is computed by dividing the NAVD 88
 OH0927.geopotential number by the normal gravity value computed on the
 OH0927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0927.degrees latitude (g = 980.6199 gals.).
 OH0927
 OH0927.The modeled gravity was interpolated from observed gravity values.
 OH0927
 OH0927;                    North         East    Units  Estimated Accuracy
 OH0927;SPC OR S     -   175,490.    1,743,540.      MT  (+/- 180 meters Scaled)
 OH0927
 OH0927                          SUPERSEDED SURVEY CONTROL
 OH0927
 OH0927  NGVD 29 (??/??/92)  889.145  (m)         2917.14   (f) ADJ UNCH    2 0
 OH0927
 OH0927.Superseded values are not recommended for survey control.
 OH0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0927.See file dsdata.txt to determine how the superseded data were derived.
 OH0927
 OH0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH592839(NAD 83)
 OH0927_MARKER: DB = BENCH MARK DISK
 OH0927_SETTING: 66 = SET IN ROCK OUTCROP
 OH0927_SP_SET: OUTCROP
 OH0927_STAMPING: B 603 1966
 OH0927_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OH0927+STABILITY: POSITION/ELEVATION WELL
 OH0927
 OH0927  HISTORY     - Date     Condition        Report By
 OH0927  HISTORY     - 1966     MONUMENTED       CGS
 OH0927
 OH0927                          STATION DESCRIPTION
 OH0927
 OH0927'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OH0927'36.05 MI NW FROM JORDAN VALLEY.
 OH0927'7.7 MILES NORTH ALONG U.S. HIGHWAY 95 FROM THE SCHOOL AT JORDAN
 OH0927'VALLEY, THENCE 23.35 MILES WEST ALONG JORDAN CRETER ROAD, THENCE 5.0
 OH0927'MILES NORTHWEST ALONG BIRCH CREEK ROAD, 0.05 MILE SOUTHEAST OF THE
 OH0927'CROSSING OF BIRCH CREEK, IN THE TOP OF AN OUTCROP PROJECTING ABOUT 1
 OH0927'FOOT,25 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, 150 FEET
 OH0927'SOUTHWEST OF A CAVE WHICH IS AT THE BASE OF A LARGE OUTCROP, 10.6 FEET
 OH0927'SOUTHWEST OF A WITNESS POST, AND ABOUT 3 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH0943 ***********************************************************************
 OH0943  DESIGNATION -  B 604
 OH0943  PID         -  OH0943
 OH0943  STATE/COUNTY-  OR/MALHEUR
 OH0943  USGS QUAD   -  DIAMOND BUTTE (1967)
 OH0943
 OH0943                         *CURRENT SURVEY CONTROL
 OH0943  ___________________________________________________________________
 OH0943* NAD 83(1986)-  43 21 06.     (N)    117 28 39.     (W)     SCALED    
 OH0943* NAVD 88     -       895.975  (meters)    2939.54   (feet)  ADJUSTED  
 OH0943  ___________________________________________________________________
 OH0943  GEOID HEIGHT-         -17.79  (meters)                     GEOID03
 OH0943  DYNAMIC HT  -         895.596 (meters)    2938.30  (feet)  COMP
 OH0943  MODELED GRAV-     980,167.0   (mgal)                       NAVD 88
 OH0943
 OH0943  VERT ORDER  -  SECOND    CLASS 0
 OH0943
 OH0943.The horizontal coordinates were scaled from a topographic map and have
 OH0943.an estimated accuracy of +/- 6 seconds.
 OH0943
 OH0943.The orthometric height was determined by differential leveling
 OH0943.and adjusted in June 1991.
 OH0943
 OH0943.The geoid height was determined by GEOID03.
 OH0943
 OH0943.The dynamic height is computed by dividing the NAVD 88
 OH0943.geopotential number by the normal gravity value computed on the
 OH0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0943.degrees latitude (g = 980.6199 gals.).
 OH0943
 OH0943.The modeled gravity was interpolated from observed gravity values.
 OH0943
 OH0943;                    North         East    Units  Estimated Accuracy
 OH0943;SPC OR S     -   191,600.    1,744,970.      MT  (+/- 180 meters Scaled)
 OH0943
 OH0943                          SUPERSEDED SURVEY CONTROL
 OH0943
 OH0943  NGVD 29 (??/??/92)  894.919  (m)         2936.08   (f) ADJ UNCH    2 0
 OH0943
 OH0943.Superseded values are not recommended for survey control.
 OH0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0943.See file dsdata.txt to determine how the superseded data were derived.
 OH0943
 OH0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH613999(NAD 83)
 OH0943_MARKER: DB = BENCH MARK DISK
 OH0943_SETTING: 66 = SET IN ROCK OUTCROP
 OH0943_SP_SET: SANDSTONE OUTCROP
 OH0943_STAMPING: B 604 1966
 OH0943_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OH0943+STABILITY: POSITION/ELEVATION WELL
 OH0943
 OH0943  HISTORY     - Date     Condition        Report By
 OH0943  HISTORY     - 1966     MONUMENTED       CGS
 OH0943
 OH0943                          STATION DESCRIPTION
 OH0943
 OH0943'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OH0943'55.5 MI SE FROM HARPER.
 OH0943'37.0 MILES SOUTH ALONG CROWLEY ROAD FROM THE JUNCTION OF U.S. HIGHWAY
 OH0943'20 AT HARPER, THENCE 9.8 MILES EAST ALONG THE MUD FLAT RANCH ROAD,
 OH0943'THENCE 0.35 MILE NORTH ALONG A DIRT ROAD, THENCE 8.35 MILES EAST ALONG
 OH0943'A DIRT ROAD, AT THE CROSSING OF A DEEP DRY WASH, IN THE TOP OF A
 OH0943'SANDSTONE OUTCROP PROJECTING ABOUT 1 1/2 FEET, 23 FEET NORTHEAST OF
 OH0943'THE CENTER LINE OF THE ROAD, 74 FEET SOUTHEAST OF THE CENTER OF THE
 OH0943'CROSSING OF THE WASH, 18 FEET SOUTHWEST OF THE CENTER OF THE WASH, 0.9
 OH0943'FOOT NORTHWEST OF A WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN THE
 OH0943'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0929 ***********************************************************************
 NZ0929  DESIGNATION -  B 608
 NZ0929  PID         -  NZ0929
 NZ0929  STATE/COUNTY-  OR/JOSEPHINE
 NZ0929  USGS QUAD   -  GLENDALE (1986)
 NZ0929
 NZ0929                         *CURRENT SURVEY CONTROL
 NZ0929  ___________________________________________________________________
 NZ0929* NAD 83(1986)-  42 37 52.     (N)    123 22 55.     (W)     SCALED    
 NZ0929* NAVD 88     -       383.477  (meters)    1258.12   (feet)  ADJUSTED  
 NZ0929  ___________________________________________________________________
 NZ0929  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 NZ0929  DYNAMIC HT  -         383.353 (meters)    1257.72  (feet)  COMP
 NZ0929  MODELED GRAV-     980,287.4   (mgal)                       NAVD 88
 NZ0929
 NZ0929  VERT ORDER  -  FIRST     CLASS II
 NZ0929
 NZ0929.The horizontal coordinates were scaled from a topographic map and have
 NZ0929.an estimated accuracy of +/- 6 seconds.
 NZ0929
 NZ0929.The orthometric height was determined by differential leveling
 NZ0929.and adjusted in June 1991.
 NZ0929
 NZ0929.The geoid height was determined by GEOID03.
 NZ0929
 NZ0929.The dynamic height is computed by dividing the NAVD 88
 NZ0929.geopotential number by the normal gravity value computed on the
 NZ0929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0929.degrees latitude (g = 980.6199 gals.).
 NZ0929
 NZ0929.The modeled gravity was interpolated from observed gravity values.
 NZ0929
 NZ0929;                    North         East    Units  Estimated Accuracy
 NZ0929;SPC OR S     -   111,200.    1,263,660.      MT  (+/- 180 meters Scaled)
 NZ0929
 NZ0929                          SUPERSEDED SURVEY CONTROL
 NZ0929
 NZ0929.No superseded survey control is available for this station.
 NZ0929
 NZ0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN686199(NAD 83)
 NZ0929_MARKER: DB = BENCH MARK DISK
 NZ0929_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 NZ0929_SP_SET: BRIDGE CURB
 NZ0929_STAMPING: B 608 1967
 NZ0929_MARK LOGO: ORHD  
 NZ0929_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0929
 NZ0929  HISTORY     - Date     Condition        Report By
 NZ0929  HISTORY     - 1967     MONUMENTED       ORHD
 NZ0929  HISTORY     - 1987     GOOD             NGS
 NZ0929
 NZ0929                          STATION DESCRIPTION
 NZ0929
 NZ0929'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 NZ0929'IN SUNNY VALLEY.
 NZ0929'IN SUNNY VALLEY, AT THE INTERSTECTION OF INTERSTATE HIGHWAY 5 AND
 NZ0929'LARIAT DRIVE, IN THE SOUTH END OF THE WEST CURB OF THE SOUTHBOUND
 NZ0929'HIGHWAY OVERPASS OF THE DRIVE, 20.3 M (66.6 FT) SOUTHEAST OF THE
 NZ0929'CENTER OF THE DRIVE, AND 10.5 M (34.4 FT) SOUTHWEST OF THE CENTERLINE
 NZ0929'OF THE SOUTHBOUND LANES OF THE HIGHWAY.
 NZ0929'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0917 ***********************************************************************
 NZ0917  DESIGNATION -  B 610
 NZ0917  PID         -  NZ0917
 NZ0917  STATE/COUNTY-  OR/JOSEPHINE
 NZ0917  USGS QUAD   -  GLENDALE (1986)
 NZ0917
 NZ0917                         *CURRENT SURVEY CONTROL
 NZ0917  ___________________________________________________________________
 NZ0917* NAD 83(1986)-  42 41 47.     (N)    123 23 04.     (W)     SCALED    
 NZ0917* NAVD 88     -       400.001  (meters)    1312.34   (feet)  ADJUSTED  
 NZ0917  ___________________________________________________________________
 NZ0917  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 NZ0917  DYNAMIC HT  -         399.876 (meters)    1311.93  (feet)  COMP
 NZ0917  MODELED GRAV-     980,297.0   (mgal)                       NAVD 88
 NZ0917
 NZ0917  VERT ORDER  -  FIRST     CLASS II
 NZ0917
 NZ0917.The horizontal coordinates were scaled from a topographic map and have
 NZ0917.an estimated accuracy of +/- 6 seconds.
 NZ0917
 NZ0917.The orthometric height was determined by differential leveling
 NZ0917.and adjusted in June 1991.
 NZ0917
 NZ0917.The geoid height was determined by GEOID03.
 NZ0917
 NZ0917.The dynamic height is computed by dividing the NAVD 88
 NZ0917.geopotential number by the normal gravity value computed on the
 NZ0917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0917.degrees latitude (g = 980.6199 gals.).
 NZ0917
 NZ0917.The modeled gravity was interpolated from observed gravity values.
 NZ0917
 NZ0917;                    North         East    Units  Estimated Accuracy
 NZ0917;SPC OR S     -   118,450.    1,263,710.      MT  (+/- 180 meters Scaled)
 NZ0917
 NZ0917                          SUPERSEDED SURVEY CONTROL
 NZ0917
 NZ0917.No superseded survey control is available for this station.
 NZ0917
 NZ0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN685271(NAD 83)
 NZ0917_MARKER: DD = SURVEY DISK
 NZ0917_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 NZ0917_SP_SET: BRIDGE CURB
 NZ0917_STAMPING: B 610 11-66
 NZ0917_MARK LOGO: ORHD  
 NZ0917_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0917
 NZ0917  HISTORY     - Date     Condition        Report By
 NZ0917  HISTORY     - 1966     MONUMENTED       ORHD
 NZ0917  HISTORY     - 1987     GOOD             NGS
 NZ0917
 NZ0917                          STATION DESCRIPTION
 NZ0917
 NZ0917'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 NZ0917'8.5 KM (5.30 MI) NORTH FROM SUNNY VALLEY.
 NZ0917'8.5 KM (5.30 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 5 FROM THE
 NZ0917'JUNCTION OF LARIAT DRIVE IN SUNNY VALLEY, IN TOP OF THE NORTHEAST END
 NZ0917'OF THE SOUTHEAST CURB OF A FRONTAGE ROAD BRIDGE SPANNING WOLF CREEK,
 NZ0917'70.5 M (231.3 FT) SOUTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANES
 NZ0917'OF THE HIGHWAY, AND 3.9 M (12.8 FT) SOUTHEAST OF THE CENTERLINE OF
 NZ0917'THE ROAD.
 NZ0917'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0766 ***********************************************************************
 QE0766  DESIGNATION -  B 619
 QE0766  PID         -  QE0766
 QE0766  STATE/COUNTY-  OR/MARION
 QE0766  USGS QUAD   -  SALEM EAST (1986)
 QE0766
 QE0766                         *CURRENT SURVEY CONTROL
 QE0766  ___________________________________________________________________
 QE0766* NAD 83(1986)-  44 53 48.     (N)    122 59 08.     (W)     SCALED    
 QE0766* NAVD 88     -        70.717  (meters)     232.01   (feet)  ADJUSTED  
 QE0766  ___________________________________________________________________
 QE0766  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 QE0766  DYNAMIC HT  -          70.714 (meters)     232.00  (feet)  COMP
 QE0766  MODELED GRAV-     980,565.7   (mgal)                       NAVD 88
 QE0766
 QE0766  VERT ORDER  -  FIRST     CLASS II
 QE0766
 QE0766.The horizontal coordinates were scaled from a topographic map and have
 QE0766.an estimated accuracy of +/- 6 seconds.
 QE0766
 QE0766.The orthometric height was determined by differential leveling
 QE0766.and adjusted in June 1991.
 QE0766
 QE0766.The geoid height was determined by GEOID03.
 QE0766
 QE0766.The dynamic height is computed by dividing the NAVD 88
 QE0766.geopotential number by the normal gravity value computed on the
 QE0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0766.degrees latitude (g = 980.6199 gals.).
 QE0766
 QE0766.The modeled gravity was interpolated from observed gravity values.
 QE0766
 QE0766;                    North         East    Units  Estimated Accuracy
 QE0766;SPC OR N     -   139,700.    2,303,720.      MT  (+/- 180 meters Scaled)
 QE0766
 QE0766                          SUPERSEDED SURVEY CONTROL
 QE0766
 QE0766  NGVD 29 (??/??/92)   69.692  (m)          228.65   (f) ADJ UNCH    1 2
 QE0766
 QE0766.Superseded values are not recommended for survey control.
 QE0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0766.See file dsdata.txt to determine how the superseded data were derived.
 QE0766
 QE0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ011714(NAD 83)
 QE0766_MARKER: DD = SURVEY DISK
 QE0766_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QE0766_SP_SET: CURB
 QE0766_STAMPING: B 619 1968
 QE0766_MARK LOGO: ORHD  
 QE0766_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0766_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QE0766+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2005
 QE0766
 QE0766  HISTORY     - Date     Condition        Report By
 QE0766  HISTORY     - 1968     MONUMENTED       ORHD
 QE0766  HISTORY     - 1987     GOOD             USPSQD
 QE0766  HISTORY     - 1987     GOOD             NGS
 QE0766  HISTORY     - 1990     GOOD             USPSQD
 QE0766  HISTORY     - 20051122 GOOD             OBEC
 QE0766
 QE0766                          STATION DESCRIPTION
 QE0766
 QE0766'DESCRIBED BY OREGON HIGHWAY DEPARTMENT 1968
 QE0766'4 MI SE FROM SALEM.
 QE0766'1.35 MILES SOUTH ALONG US INTERSTATE 5 FROM THE NORTH SANTIAM
 QE0766'INTERCHANGE (ORE22), IN THE NORTHEAST CORNER OF THE BRIDGE OVER MILL
 QE0766'CREEK, IN THE NORTH BOUND LANES OF I-5.  A OREGON STATE HIGHWAY DEPT.
 QE0766'STANDARD DISK, STAMPED B 619 1968.
 QE0766
 QE0766                          STATION RECOVERY (1987)
 QE0766
 QE0766'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWE)
 QE0766'RECOVERED IN GOOD CONDITION.
 QE0766
 QE0766                          STATION RECOVERY (1987)
 QE0766
 QE0766'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE0766'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  9.7 KM
 QE0766'(6.05 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 5 FROM ITS JUNCTION WITH
 QE0766'STATE HIGHWAY 99E IN SALEM, IN THE NORTHEAST END OF THE SOUTHEAST
 QE0766'CURB OF THE NORTHBOUND HIGHWAY BRIDGE SPANNING MILL CREEK, 4.9 M
 QE0766'(16.1 FT) SOUTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 QE0766'HIGHWAY, 1.1 M (3.6 FT) SOUTHWEST OF THE NORTHEAST END OF THE CURB,
 QE0766'AND 0.2 M (0.7 FT) NORTHWEST OF A GUARDRAIL.
 QE0766'THE MARK IS 0.1 M ABOVE THE HIGHWAY.
 QE0766
 QE0766                          STATION RECOVERY (1990)
 QE0766
 QE0766'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCB)
 QE0766'RECOVERED IN GOOD CONDITION.
 QE0766
 QE0766                          STATION RECOVERY (2005)
 QE0766
 QE0766'RECOVERY NOTE BY OBEC CONSULTING ENGINEERS INC. 2005 (JLG)
 QE0766'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0362 ***********************************************************************
 PB0362  DESIGNATION -  B 62
 PB0362  PID         -  PB0362
 PB0362  STATE/COUNTY-  OR/KLAMATH
 PB0362  USGS QUAD   -  WALKER MTN (1967)
 PB0362
 PB0362                         *CURRENT SURVEY CONTROL
 PB0362  ___________________________________________________________________
 PB0362* NAD 83(1986)-  43 22 12.     (N)    121 43 52.     (W)     SCALED    
 PB0362* NAVD 88     -      1381.955  (meters)    4533.96   (feet)  ADJUSTED  
 PB0362  ___________________________________________________________________
 PB0362  GEOID HEIGHT-         -21.27  (meters)                     GEOID03
 PB0362  DYNAMIC HT  -        1381.219 (meters)    4531.55  (feet)  COMP
 PB0362  MODELED GRAV-     980,039.0   (mgal)                       NAVD 88
 PB0362
 PB0362  VERT ORDER  -  FIRST     CLASS II
 PB0362
 PB0362.The horizontal coordinates were scaled from a topographic map and have
 PB0362.an estimated accuracy of +/- 6 seconds.
 PB0362
 PB0362.The orthometric height was determined by differential leveling
 PB0362.and adjusted in June 1991.
 PB0362
 PB0362.The geoid height was determined by GEOID03.
 PB0362
 PB0362.The dynamic height is computed by dividing the NAVD 88
 PB0362.geopotential number by the normal gravity value computed on the
 PB0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0362.degrees latitude (g = 980.6199 gals.).
 PB0362
 PB0362.The modeled gravity was interpolated from observed gravity values.
 PB0362
 PB0362;                    North         East    Units  Estimated Accuracy
 PB0362;SPC OR S     -   189,940.    1,400,230.      MT  (+/- 180 meters Scaled)
 PB0362
 PB0362                          SUPERSEDED SURVEY CONTROL
 PB0362
 PB0362.No superseded survey control is available for this station.
 PB0362
 PB0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP028026(NAD 83)
 PB0362_MARKER: DB = BENCH MARK DISK
 PB0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0362_STAMPING: 4529.633 B 62 1931
 PB0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0362+STABILITY: SURFACE MOTION
 PB0362
 PB0362  HISTORY     - Date     Condition        Report By
 PB0362  HISTORY     - 1931     MONUMENTED       CGS
 PB0362  HISTORY     - 1934     GOOD             NGS
 PB0362  HISTORY     - 19880707 MARK NOT FOUND   NGS
 PB0362
 PB0362                          STATION DESCRIPTION
 PB0362
 PB0362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PB0362'6.8 MI S FROM CRESCENT.
 PB0362'6.8 MILES SOUTH ALONG THE DALLES - CALIFORNIA HIGHWAY FROM CRESCENT,
 PB0362'KLAMATH COUNTY, 63 FEET NORTH OF MILEPOST 196, 72 FEET SOUTH OF A
 PB0362'CULVERT NEAR A SECTION LINE CROSSING, 27 FEET WEST OF THE HIGHWAY, IN
 PB0362'THE TOP OF A CONCRETE POST PROJECTING 12 INCHES ABOVE THE GROUND.  A
 PB0362'STANDARD DISK STAMPED 4529.633 B 62 1931.
 PB0362
 PB0362                          STATION RECOVERY (1988)
 PB0362
 PB0362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 PB0362'THERE HAS BEEN ROAD CONSTRUCTION AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0822 ***********************************************************************
 QE0822  DESIGNATION -  B 620
 QE0822  PID         -  QE0822
 QE0822  STATE/COUNTY-  OR/LINN
 QE0822  USGS QUAD   -  ALBANY (1975)
 QE0822
 QE0822                         *CURRENT SURVEY CONTROL
 QE0822  ___________________________________________________________________
 QE0822* NAD 83(1986)-  44 42 39.     (N)    123 01 37.     (W)     SCALED    
 QE0822* NAVD 88     -        67.668  (meters)     222.01   (feet)  ADJUSTED  
 QE0822  ___________________________________________________________________
 QE0822  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 QE0822  DYNAMIC HT  -          67.663 (meters)     221.99  (feet)  COMP
 QE0822  MODELED GRAV-     980,548.3   (mgal)                       NAVD 88
 QE0822
 QE0822  VERT ORDER  -  SECOND    CLASS 0
 QE0822
 QE0822.The horizontal coordinates were scaled from a topographic map and have
 QE0822.an estimated accuracy of +/- 6 seconds.
 QE0822
 QE0822.The orthometric height was determined by differential leveling
 QE0822.and adjusted in June 1991.
 QE0822
 QE0822.The geoid height was determined by GEOID03.
 QE0822
 QE0822.The dynamic height is computed by dividing the NAVD 88
 QE0822.geopotential number by the normal gravity value computed on the
 QE0822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0822.degrees latitude (g = 980.6199 gals.).
 QE0822
 QE0822.The modeled gravity was interpolated from observed gravity values.
 QE0822
 QE0822;                    North         East    Units  Estimated Accuracy
 QE0822;SPC OR N     -   119,160.    2,299,810.      MT  (+/- 180 meters Scaled)
 QE0822
 QE0822                          SUPERSEDED SURVEY CONTROL
 QE0822
 QE0822  NGVD 29 (??/??/92)   66.642  (m)          218.64   (f) ADJ UNCH    2 0
 QE0822
 QE0822.Superseded values are not recommended for survey control.
 QE0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0822.See file dsdata.txt to determine how the superseded data were derived.
 QE0822
 QE0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ978508(NAD 83)
 QE0822_MARKER: DD = SURVEY DISK
 QE0822_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QE0822_SP_SET: BRIDGE
 QE0822_STAMPING: B 620 1968
 QE0822_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE0822
 QE0822  HISTORY     - Date     Condition        Report By
 QE0822  HISTORY     - 1968     MONUMENTED       ORDT
 QE0822  HISTORY     - 1969     GOOD             ORDT
 QE0822  HISTORY     - 1990     GOOD             USPSQD
 QE0822
 QE0822                          STATION DESCRIPTION
 QE0822
 QE0822'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1969
 QE0822'0.75 MI W FROM JEFFERSON.
 QE0822'1.37 MILES EAST ALONG US 99E FROM THE SOUTH JEFFERSON INTERCHANGE, OR
 QE0822'0.58 MILE WEST FROM THE WEST END OF THE SANTIAM RIVER BRIDGE IN
 QE0822'JEFFERSON, IN THE NORTHWEST CORNER OF A BRIDGE.  A OREGON STATE
 QE0822'HIGHWAY DEPT. STANDARD DISK, STAMPED B 620 1968.
 QE0822
 QE0822                          STATION RECOVERY (1990)
 QE0822
 QE0822'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCB)
 QE0822'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0364 ***********************************************************************
 RB0364  DESIGNATION -  B 627
 RB0364  PID         -  RB0364
 RB0364  STATE/COUNTY-  OR/UMATILLA
 RB0364  USGS QUAD   -  MISSION (1974)
 RB0364
 RB0364                         *CURRENT SURVEY CONTROL
 RB0364  ___________________________________________________________________
 RB0364* NAD 83(1986)-  45 37 51.     (N)    118 40 22.     (W)     SCALED    
 RB0364* NAVD 88     -       444.211  (meters)    1457.38   (feet)  ADJUSTED  
 RB0364  ___________________________________________________________________
 RB0364  GEOID HEIGHT-         -20.38  (meters)                     GEOID03
 RB0364  DYNAMIC HT  -         444.158 (meters)    1457.21  (feet)  COMP
 RB0364  MODELED GRAV-     980,482.9   (mgal)                       NAVD 88
 RB0364
 RB0364  VERT ORDER  -  SECOND    CLASS 0
 RB0364
 RB0364.The horizontal coordinates were scaled from a topographic map and have
 RB0364.an estimated accuracy of +/- 6 seconds.
 RB0364
 RB0364.The orthometric height was determined by differential leveling
 RB0364.and adjusted in June 1991.
 RB0364
 RB0364.The geoid height was determined by GEOID03.
 RB0364
 RB0364.The dynamic height is computed by dividing the NAVD 88
 RB0364.geopotential number by the normal gravity value computed on the
 RB0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0364.degrees latitude (g = 980.6199 gals.).
 RB0364
 RB0364.The modeled gravity was interpolated from observed gravity values.
 RB0364
 RB0364;                    North         East    Units  Estimated Accuracy
 RB0364;SPC OR N     -   219,880.    2,642,460.      MT  (+/- 180 meters Scaled)
 RB0364
 RB0364                          SUPERSEDED SURVEY CONTROL
 RB0364
 RB0364  NGVD 29 (??/??/92)  443.192  (m)         1454.04   (f) ADJ UNCH    2 0
 RB0364
 RB0364.Superseded values are not recommended for survey control.
 RB0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0364.See file dsdata.txt to determine how the superseded data were derived.
 RB0364
 RB0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL696543(NAD 83)
 RB0364_MARKER: DD = SURVEY DISK
 RB0364_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RB0364_SP_SET: CONCRETE
 RB0364_STAMPING: B 627 1970
 RB0364_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RB0364
 RB0364  HISTORY     - Date     Condition        Report By
 RB0364  HISTORY     - 1970     MONUMENTED       ORDT
 RB0364
 RB0364                          STATION DESCRIPTION
 RB0364
 RB0364'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1970
 RB0364'2.7 MI S FROM MISSION.
 RB0364'ABOUT .72 MILE EAST ON INTERSTATE 80N FROM THE MISSION-GIBBON
 RB0364'OVERCROSSING TO MCKAY CREEK ROAD LEADING RIGHT.  MARK IS 100 FEET WEST
 RB0364'OF EAST BOUND 80N, 4 FEET EAST OF POWERPOLE 224001 AND 1 FOOT NORTH OF
 RB0364'A METAL WITNESS POST.  THE MARK IS A OSHD DISK BRAZED TO THE TOP OF A
 RB0364'2 1/4 INCH IRON PIPE SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0387 ***********************************************************************
 QD0387  DESIGNATION -  B 63
 QD0387  PID         -  QD0387
 QD0387  STATE/COUNTY-  OR/CROOK
 QD0387  USGS QUAD   -  OCHOCO RESERVOIR (1992)
 QD0387
 QD0387                         *CURRENT SURVEY CONTROL
 QD0387  ___________________________________________________________________
 QD0387* NAD 83(1986)-  44 18 04.     (N)    120 43 52.     (W)     SCALED    
 QD0387* NAVD 88     -       935.957  (meters)    3070.72   (feet)  ADJUSTED  
 QD0387  ___________________________________________________________________
 QD0387  GEOID HEIGHT-         -20.23  (meters)                     GEOID03
 QD0387  DYNAMIC HT  -         935.645 (meters)    3069.70  (feet)  COMP
 QD0387  MODELED GRAV-     980,253.4   (mgal)                       NAVD 88
 QD0387
 QD0387  VERT ORDER  -  FIRST     CLASS II
 QD0387
 QD0387.The horizontal coordinates were scaled from a topographic map and have
 QD0387.an estimated accuracy of +/- 6 seconds.
 QD0387
 QD0387.The orthometric height was determined by differential leveling
 QD0387.and adjusted in June 1991.
 QD0387
 QD0387.The geoid height was determined by GEOID03.
 QD0387
 QD0387.The dynamic height is computed by dividing the NAVD 88
 QD0387.geopotential number by the normal gravity value computed on the
 QD0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0387.degrees latitude (g = 980.6199 gals.).
 QD0387
 QD0387.The modeled gravity was interpolated from observed gravity values.
 QD0387
 QD0387;                    North         East    Units  Estimated Accuracy
 QD0387;SPC OR S     -   292,690.    1,481,560.      MT  (+/- 180 meters Scaled)
 QD0387
 QD0387                          SUPERSEDED SURVEY CONTROL
 QD0387
 QD0387  NGVD 29 (??/??/92)  934.816  (m)         3066.98   (f) ADJ UNCH    1 2
 QD0387
 QD0387.Superseded values are not recommended for survey control.
 QD0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0387.See file dsdata.txt to determine how the superseded data were derived.
 QD0387
 QD0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ809078(NAD 83)
 QD0387_MARKER: DD = SURVEY DISK
 QD0387_SETTING: 80 = SET IN A BOULDER
 QD0387_SP_SET: IN DRILL HOLE IN A BOULDER
 QD0387_STAMPING: B 63 1931 3067.192
 QD0387_MARK LOGO: ORHD  
 QD0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0387+STABILITY: SURFACE MOTION
 QD0387_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QD0387+SATELLITE: SATELLITE OBSERVATIONS - July 18, 1988
 QD0387
 QD0387  HISTORY     - Date     Condition        Report By
 QD0387  HISTORY     - 1931     MONUMENTED       ORDT
 QD0387  HISTORY     - 1941     GOOD             NGS
 QD0387  HISTORY     - 19880718 GOOD             NGS
 QD0387
 QD0387                          STATION DESCRIPTION
 QD0387
 QD0387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QD0387'5.8 MI E FROM PRINEVILLE.
 QD0387'5.8 MILES EAST OF PRINEVILLE.  200 FEET EAST OF OCHOCO CANAL BRIDGE.
 QD0387'51 FEET S.W. OF CENTER LINE OF ROAD (OCHOCO HIGHWAY, U.S. 28).  IN
 QD0387'LAVA BOULDER.
 QD0387
 QD0387                          STATION RECOVERY (1988)
 QD0387
 QD0387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QD0387'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.   NOTE--THE
 QD0387'HIGHWAY IS NOW U.S. HIGHWAY 26.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0569 ***********************************************************************
 RC0569  DESIGNATION -  B 636
 RC0569  PID         -  RC0569
 RC0569  STATE/COUNTY-  OR/SHERMAN
 RC0569  USGS QUAD   -  RUFUS (1971)
 RC0569
 RC0569                         *CURRENT SURVEY CONTROL
 RC0569  ___________________________________________________________________
 RC0569* NAD 83(1986)-  45 42 13.     (N)    120 42 45.     (W)     SCALED    
 RC0569* NAVD 88     -        85.305  (meters)     279.87   (feet)  ADJUSTED  
 RC0569  ___________________________________________________________________
 RC0569  GEOID HEIGHT-         -21.33  (meters)                     GEOID03
 RC0569  DYNAMIC HT  -          85.303 (meters)     279.86  (feet)  COMP
 RC0569  MODELED GRAV-     980,596.2   (mgal)                       NAVD 88
 RC0569
 RC0569  VERT ORDER  -  FIRST     CLASS I
 RC0569
 RC0569.The horizontal coordinates were scaled from a topographic map and have
 RC0569.an estimated accuracy of +/- 6 seconds.
 RC0569
 RC0569.The orthometric height was determined by differential leveling
 RC0569.and adjusted in June 1991.
 RC0569
 RC0569.The geoid height was determined by GEOID03.
 RC0569
 RC0569.The dynamic height is computed by dividing the NAVD 88
 RC0569.geopotential number by the normal gravity value computed on the
 RC0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0569.degrees latitude (g = 980.6199 gals.).
 RC0569
 RC0569.The modeled gravity was interpolated from observed gravity values.
 RC0569
 RC0569;                    North         East    Units  Estimated Accuracy
 RC0569;SPC OR N     -   226,370.    2,483,450.      MT  (+/- 180 meters Scaled)
 RC0569
 RC0569                          SUPERSEDED SURVEY CONTROL
 RC0569
 RC0569  NGVD 29 (??/??/92)   84.319  (m)          276.64   (f) ADJ UNCH    1 1
 RC0569
 RC0569.Superseded values are not recommended for survey control.
 RC0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0569.See file dsdata.txt to determine how the superseded data were derived.
 RC0569
 RC0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR780636(NAD 83)
 RC0569_MARKER: DB = BENCH MARK DISK
 RC0569_SETTING: 66 = SET IN ROCK OUTCROP
 RC0569_SP_SET: ROCK OUTCROP
 RC0569_STAMPING: B 636 1968
 RC0569_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RC0569+STABILITY: POSITION/ELEVATION WELL
 RC0569
 RC0569  HISTORY     - Date     Condition        Report By
 RC0569  HISTORY     - 1968     MONUMENTED       CGS
 RC0569  HISTORY     - 1989     GOOD             USPSQD
 RC0569  HISTORY     - 1989     GOOD             USPSQD
 RC0569
 RC0569                          STATION DESCRIPTION
 RC0569
 RC0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 RC0569'1.0 MI NE FROM RUFUS.
 RC0569'1.0 MILE NORTHEAST ALONG INTERSTATE HIGHWAY 80 N FROM AN OVERPASS OVER
 RC0569'THE ACCESS ROAD AT RUFUS, IN R17E T3N, SECTION 32, SET VERTICALLY IN
 RC0569'THE NORTH FACE OF A MASSIVE OUTCROP IN A CUT, 43 1/2 FEET SOUTH OF THE
 RC0569'CENTER LINE OF THE EAST BOUND LANES OF THE HIGHWAY, 7.8 FEET SOUTH OF
 RC0569'BENCH MARK PT 183+8955 (OSHD), 8.1 FEET SOUTH-SOUTHEAST OF A WITNESS
 RC0569'POST STENCILED S.H.RP, ABOUT 1 FOOT HIGHER THAN THE HIGHWAY AND 2 FEET
 RC0569'ABOVE THE GROUND.
 RC0569
 RC0569                          STATION RECOVERY (1989)
 RC0569
 RC0569'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RC0569'RECOVERED IN GOOD CONDITION.
 RC0569
 RC0569                          STATION RECOVERY (1989)
 RC0569
 RC0569'RECOVERY NOTE BY US POWER SQUADRON 1989 (RCC)
 RC0569'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0908 ***********************************************************************
 RC0908  DESIGNATION -  B 637
 RC0908  PID         -  RC0908
 RC0908  STATE/COUNTY-  OR/WASCO
 RC0908  USGS QUAD   -  STACKER BUTTE (1994)
 RC0908
 RC0908                         *CURRENT SURVEY CONTROL
 RC0908  ___________________________________________________________________
 RC0908* NAD 83(1986)-  45 38 47.     (N)    121 00 39.     (W)     SCALED    
 RC0908* NAVD 88     -        52.553  (meters)     172.42   (feet)  ADJUSTED  
 RC0908  ___________________________________________________________________
 RC0908  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 RC0908  DYNAMIC HT  -          52.552 (meters)     172.41  (feet)  COMP
 RC0908  MODELED GRAV-     980,600.0   (mgal)                       NAVD 88
 RC0908
 RC0908  VERT ORDER  -  FIRST     CLASS I
 RC0908
 RC0908.The horizontal coordinates were scaled from a topographic map and have
 RC0908.an estimated accuracy of +/- 6 seconds.
 RC0908
 RC0908.The orthometric height was determined by differential leveling
 RC0908.and adjusted in June 1991.
 RC0908
 RC0908.The geoid height was determined by GEOID03.
 RC0908
 RC0908.The dynamic height is computed by dividing the NAVD 88
 RC0908.geopotential number by the normal gravity value computed on the
 RC0908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0908.degrees latitude (g = 980.6199 gals.).
 RC0908
 RC0908.The modeled gravity was interpolated from observed gravity values.
 RC0908
 RC0908;                    North         East    Units  Estimated Accuracy
 RC0908;SPC OR N     -   220,120.    2,460,180.      MT  (+/- 180 meters Scaled)
 RC0908
 RC0908                          SUPERSEDED SURVEY CONTROL
 RC0908
 RC0908  NGVD 29 (??/??/92)   51.556  (m)          169.15   (f) ADJ UNCH    1 1
 RC0908
 RC0908.Superseded values are not recommended for survey control.
 RC0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0908.See file dsdata.txt to determine how the superseded data were derived.
 RC0908
 RC0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR550566(NAD 83)
 RC0908_MARKER: DB = BENCH MARK DISK
 RC0908_SETTING: 66 = SET IN ROCK OUTCROP
 RC0908_SP_SET: ROCK OUTCROP
 RC0908_STAMPING: B 637 1968
 RC0908_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RC0908+STABILITY: POSITION/ELEVATION WELL
 RC0908
 RC0908  HISTORY     - Date     Condition        Report By
 RC0908  HISTORY     - 1968     MONUMENTED       CGS
 RC0908  HISTORY     - 1985     GOOD             USPSQD
 RC0908  HISTORY     - 1987     GOOD             USPSQD
 RC0908
 RC0908                          STATION DESCRIPTION
 RC0908
 RC0908'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 RC0908'9.95 MI NE FROM THE DALLES.
 RC0908'9.95 MILES NORTHEAST ALONG INTERSTATE HIGHWAY 80 N FROM THE POST
 RC0908'OFFICE AT THE DALLES, IN R14E T2N, SECTION 24, 4 POLES WEST AND ACROSS
 RC0908'THE EAST BOUND LANES FROM RAILROAD MILEPOLE 94, 0.3 MILE WEST OF
 RC0908'HIGHWAY MILEPOST 93, AT A WIDE GRASSY AREA, IN THE TOP OF AN OUTCROP
 RC0908'WHICH PROJECTS ABOUT 1/2 FOOT ABOVE THE GROUND, 77 1/2 FEET SOUTH OF
 RC0908'THE CENTER LINE OF THE EAST BOUND LANES OF THE HIGHWAY, 68 FEET NORTH
 RC0908'OF THE NORTH FACE OF A SHEER ROCK CUT, 1.3 FEET NORTH OF A WITNESS
 RC0908'POST, AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY.
 RC0908
 RC0908                          STATION RECOVERY (1985)
 RC0908
 RC0908'RECOVERY NOTE BY US POWER SQUADRON 1985
 RC0908'DESCRIPTION ADEQUATE: EXCEPT, INTERSTATE HIGHWAY 80 NORTH IS NOW
 RC0908'INTERSTATE HIGHWAY 84 AND STATION IS 0.15 MILES EAST OF HIGHWAY
 RC0908'MILEPOST 94. WITNESS POST IS AT STATION.
 RC0908
 RC0908                          STATION RECOVERY (1987)
 RC0908
 RC0908'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWE)
 RC0908'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0086 ***********************************************************************
 RC0086  DESIGNATION -  B 638
 RC0086  PID         -  RC0086
 RC0086  STATE/COUNTY-  OR/GILLIAM
 RC0086  USGS QUAD   -  ARLINGTON (1971)
 RC0086
 RC0086                         *CURRENT SURVEY CONTROL
 RC0086  ___________________________________________________________________
 RC0086* NAD 83(1986)-  45 42 49.     (N)    120 14 52.     (W)     SCALED    
 RC0086* NAVD 88     -       121.468  (meters)     398.52   (feet)  ADJUSTED  
 RC0086  ___________________________________________________________________
 RC0086  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 RC0086  DYNAMIC HT  -         121.466 (meters)     398.51  (feet)  COMP
 RC0086  MODELED GRAV-     980,602.1   (mgal)                       NAVD 88
 RC0086
 RC0086  VERT ORDER  -  FIRST     CLASS I
 RC0086
 RC0086.The horizontal coordinates were scaled from a topographic map and have
 RC0086.an estimated accuracy of +/- 6 seconds.
 RC0086
 RC0086.The orthometric height was determined by differential leveling
 RC0086.and adjusted in June 1991.
 RC0086
 RC0086.The geoid height was determined by GEOID03.
 RC0086
 RC0086.The dynamic height is computed by dividing the NAVD 88
 RC0086.geopotential number by the normal gravity value computed on the
 RC0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0086.degrees latitude (g = 980.6199 gals.).
 RC0086
 RC0086.The modeled gravity was interpolated from observed gravity values.
 RC0086
 RC0086;                    North         East    Units  Estimated Accuracy
 RC0086;SPC OR N     -   227,500.    2,519,640.      MT  (+/- 180 meters Scaled)
 RC0086
 RC0086                          SUPERSEDED SURVEY CONTROL
 RC0086
 RC0086  NGVD 29 (??/??/92)  120.470  (m)          395.24   (f) ADJ UNCH    1 1
 RC0086
 RC0086.Superseded values are not recommended for survey control.
 RC0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0086.See file dsdata.txt to determine how the superseded data were derived.
 RC0086
 RC0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGR142659(NAD 83)
 RC0086_MARKER: DB = BENCH MARK DISK
 RC0086_SETTING: 66 = SET IN ROCK OUTCROP
 RC0086_SP_SET: ROCK OUTCROP
 RC0086_STAMPING: B 638 1968
 RC0086_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RC0086+STABILITY: POSITION/ELEVATION WELL
 RC0086
 RC0086  HISTORY     - Date     Condition        Report By
 RC0086  HISTORY     - 1968     MONUMENTED       CGS
 RC0086  HISTORY     - 1987     GOOD             USPSQD
 RC0086  HISTORY     - 1989     GOOD             USPSQD
 RC0086  HISTORY     - 1989     GOOD             USPSQD
 RC0086
 RC0086                          STATION DESCRIPTION
 RC0086
 RC0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 RC0086'2.05 MI W FROM ARLINGTON.
 RC0086'2.05 MILES WEST ALONG INTERSTATE HIGHWAY 80 N FROM THE BRIDGE OVER
 RC0086'ALKALI CANYON AT ARLINGTON, NEAR THE EAST END OF A ROCKY CUT, IN THE
 RC0086'TOP OF A LEDGE OF AN OUTCROP WHICH PROJECTS ABOUT 1 1/2 FEET ABOVE THE
 RC0086'GROUND, 48 1/2 FEET SOUTH OF THE CENTER LINE OF THE EAST BOUND LANES
 RC0086'OF THE HIGHWAY, 0.9 FOOT WEST OF A WITNESS POST, ABOUT LEVEL WITH THE
 RC0086'HIGHWAY AND 1 1/2 FEET ABOVE THE GROUND.
 RC0086
 RC0086                          STATION RECOVERY (1987)
 RC0086
 RC0086'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWE)
 RC0086'RECOVERED IN GOOD CONDITION.
 RC0086
 RC0086                          STATION RECOVERY (1989)
 RC0086
 RC0086'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RC0086'RECOVERED IN GOOD CONDITION.
 RC0086
 RC0086                          STATION RECOVERY (1989)
 RC0086
 RC0086'RECOVERY NOTE BY US POWER SQUADRON 1989 (RCC)
 RC0086'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB1036 ***********************************************************************
 RB1036  DESIGNATION -  B 639
 RB1036  PID         -  RB1036
 RB1036  STATE/COUNTY-  OR/MORROW
 RB1036  USGS QUAD   -  CROW BUTTE (1993)
 RB1036
 RB1036                         *CURRENT SURVEY CONTROL
 RB1036  ___________________________________________________________________
 RB1036* NAD 83(1986)-  45 49 14.     (N)    119 47 58.     (W)     SCALED    
 RB1036* NAVD 88     -       105.772  (meters)     347.02   (feet)  ADJUSTED  
 RB1036  ___________________________________________________________________
 RB1036  GEOID HEIGHT-         -21.87  (meters)                     GEOID03
 RB1036  DYNAMIC HT  -         105.771 (meters)     347.02  (feet)  COMP
 RB1036  MODELED GRAV-     980,609.8   (mgal)                       NAVD 88
 RB1036
 RB1036  VERT ORDER  -  FIRST     CLASS I
 RB1036
 RB1036.The horizontal coordinates were scaled from a topographic map and have
 RB1036.an estimated accuracy of +/- 6 seconds.
 RB1036
 RB1036.The orthometric height was determined by differential leveling
 RB1036.and adjusted in June 1991.
 RB1036
 RB1036.The geoid height was determined by GEOID03.
 RB1036
 RB1036.The dynamic height is computed by dividing the NAVD 88
 RB1036.geopotential number by the normal gravity value computed on the
 RB1036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB1036.degrees latitude (g = 980.6199 gals.).
 RB1036
 RB1036.The modeled gravity was interpolated from observed gravity values.
 RB1036
 RB1036;                    North         East    Units  Estimated Accuracy
 RB1036;SPC OR N     -   239,590.    2,554,440.      MT  (+/- 180 meters Scaled)
 RB1036
 RB1036                          SUPERSEDED SURVEY CONTROL
 RB1036
 RB1036  NGVD 29 (??/??/92)  104.761  (m)          343.70   (f) ADJ UNCH    1 1
 RB1036
 RB1036.Superseded values are not recommended for survey control.
 RB1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1036.See file dsdata.txt to determine how the superseded data were derived.
 RB1036
 RB1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKL825779(NAD 83)
 RB1036_MARKER: DB = BENCH MARK DISK
 RB1036_SETTING: 66 = SET IN ROCK OUTCROP
 RB1036_SP_SET: OUTCROP
 RB1036_STAMPING: B 639 1968
 RB1036_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RB1036+STABILITY: POSITION/ELEVATION WELL
 RB1036
 RB1036  HISTORY     - Date     Condition        Report By
 RB1036  HISTORY     - 1968     MONUMENTED       CGS
 RB1036  HISTORY     - 1968     GOOD             USPSQD
 RB1036  HISTORY     - 1988     GOOD             USPSQD
 RB1036
 RB1036                          STATION DESCRIPTION
 RB1036
 RB1036'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 RB1036'5.5 MI W FROM BOARDMAN.
 RB1036'4.9 MILES WEST ALONG INTERSTATE HIGHWAY 80 N FROM THE OVERPASS AT
 RB1036'BOARDMAN, THENCE 0.6 MILE SOUTH ALONG TOWER ROAD, AT THE JUNCTION OF A
 RB1036'GRAVELED ROAD WEST TO BOARDMAN BOMBING RANGE INTERNATIONAL AIR
 RB1036'TERMINAL, IN THE TOP OF AN OUTCROP WHICH PROJECTS ABOUT 0.1 FOOT ABOVE
 RB1036'THE GROUND, 48 FEET WEST OF THE CENTER LINE OF TOWER ROAD, 45 FEET
 RB1036'SOUTH OF THE CENTER LINE OF THE ENTRANCE ROAD, 31 1/2 FEET SOUTH OF
 RB1036'THE SOUTH END OF A GATE, 1.0 FOOT NORTH OF A WITNESS POST, AND ABOUT
 RB1036'1/2 FOOT LOWER THAN THE ROAD.
 RB1036
 RB1036                          STATION RECOVERY (1968)
 RB1036
 RB1036'RECOVERY NOTE BY US POWER SQUADRON 1968 (RCC)
 RB1036'RECOVERED IN GOOD CONDITION.
 RB1036
 RB1036                          STATION RECOVERY (1988)
 RB1036
 RB1036'RECOVERY NOTE BY US POWER SQUADRON 1988 (RCC)
 RB1036'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0179 ***********************************************************************
 QD0179  DESIGNATION -  B 64
 QD0179  PID         -  QD0179
 QD0179  STATE/COUNTY-  OR/WHEELER
 QD0179  USGS QUAD   -  LAWSON MOUNTAIN (1992)
 QD0179
 QD0179                         *CURRENT SURVEY CONTROL
 QD0179  ___________________________________________________________________
 QD0179* NAD 83(1986)-  44 30 40.     (N)    120 19 34.     (W)     SCALED    
 QD0179* NAVD 88     -      1152.115  (meters)    3779.90   (feet)  ADJUSTED  
 QD0179  ___________________________________________________________________
 QD0179  GEOID HEIGHT-         -19.55  (meters)                     GEOID03
 QD0179  DYNAMIC HT  -        1151.716 (meters)    3778.59  (feet)  COMP
 QD0179  MODELED GRAV-     980,231.5   (mgal)                       NAVD 88
 QD0179
 QD0179  VERT ORDER  -  FIRST     CLASS II
 QD0179
 QD0179.The horizontal coordinates were scaled from a topographic map and have
 QD0179.an estimated accuracy of +/- 6 seconds.
 QD0179
 QD0179.The orthometric height was determined by differential leveling
 QD0179.and adjusted in June 1991.
 QD0179.WARNING-Repeat measurements at this control monument indicate possible
 QD0179.vertical movement.
 QD0179
 QD0179.The geoid height was determined by GEOID03.
 QD0179
 QD0179.The dynamic height is computed by dividing the NAVD 88
 QD0179.geopotential number by the normal gravity value computed on the
 QD0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0179.degrees latitude (g = 980.6199 gals.).
 QD0179
 QD0179.The modeled gravity was interpolated from observed gravity values.
 QD0179
 QD0179;                    North         East    Units  Estimated Accuracy
 QD0179;SPC OR N     -    93,850.    2,513,830.      MT  (+/- 180 meters Scaled)
 QD0179
 QD0179                          SUPERSEDED SURVEY CONTROL
 QD0179
 QD0179  NGVD 29 (??/??/92) 1151.026  (m)         3776.32   (f) ADJ UNCH    1 2
 QD0179
 QD0179.Superseded values are not recommended for survey control.
 QD0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0179.See file dsdata.txt to determine how the superseded data were derived.
 QD0179
 QD0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGQ125321(NAD 83)
 QD0179_MARKER: DB = BENCH MARK DISK
 QD0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD0179_SP_SET: SQUARE CONCRETE MONUMENT
 QD0179_STAMPING: B 64 1931
 QD0179_MARK LOGO: CGS   
 QD0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0179+STABILITY: SURFACE MOTION
 QD0179_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QD0179+SATELLITE: SATELLITE OBSERVATIONS - July 26, 1988
 QD0179
 QD0179  HISTORY     - Date     Condition        Report By
 QD0179  HISTORY     - 1931     MONUMENTED       CGS
 QD0179  HISTORY     - 1935     GOOD             NGS
 QD0179  HISTORY     - 19880726 GOOD             NGS
 QD0179
 QD0179                          STATION DESCRIPTION
 QD0179
 QD0179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 QD0179'6.0 MI NE FROM OCHOCO PASS.
 QD0179'6.0 MILES NORTHEAST ALONG THE OCHOCO HIGHWAY FROM OCHOCO PASS, WHEELER
 QD0179'COUNTY, AT THE WEST END OF ABOUT 100 FOOT TANGENT, 18 FEET EAST OF A
 QD0179'FENCE INTERSECTING THE HIGHWAY, 22 FEET WEST OF A PIPE CULVERT IN A
 QD0179'SMALL DRAW, 26 FEET NORTH OF THE HIGHWAY CENTERLINE AND ABOUT 4 FEET
 QD0179'HIGHER, IN THE TOP OF A CONCRETE POST.  A STANDARD DISK STAMPED
 QD0179'3776.554 B 64 1931.
 QD0179
 QD0179                          STATION RECOVERY (1988)
 QD0179
 QD0179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QD0179'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  14.7 KM
 QD0179'(9.15 MI) WESTERLY ALONG U.S. HIGHWAY 26 FROM THE JUNCTION OF STATE
 QD0179'HIGHWAY 207 IN MITCHELL, THENCE 7.5 KM (4.65 MI) SOUTHWESTERLY ALONG A
 QD0179'GRAVELED ROAD.  ADD--0.6 M (1.0 FT) SOUTH OF A WITNESS POST AND FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0609 ***********************************************************************
 RB0609  DESIGNATION -  B 640
 RB0609  PID         -  RB0609
 RB0609  STATE/COUNTY-  OR/UMATILLA
 RB0609  USGS QUAD   -  IRRIGON (1993)
 RB0609
 RB0609                         *CURRENT SURVEY CONTROL
 RB0609  ___________________________________________________________________
 RB0609* NAD 83(1986)-  45 54 28.     (N)    119 25 25.     (W)     SCALED    
 RB0609* NAVD 88     -        94.222  (meters)     309.13   (feet)  ADJUSTED  
 RB0609  ___________________________________________________________________
 RB0609  GEOID HEIGHT-         -21.79  (meters)                     GEOID03
 RB0609  DYNAMIC HT  -          94.223 (meters)     309.13  (feet)  COMP
 RB0609  MODELED GRAV-     980,620.7   (mgal)                       NAVD 88
 RB0609
 RB0609  VERT ORDER  -  FIRST     CLASS I
 RB0609
 RB0609.The horizontal coordinates were scaled from a topographic map and have
 RB0609.an estimated accuracy of +/- 6 seconds.
 RB0609
 RB0609.The orthometric height was determined by differential leveling
 RB0609.and adjusted in June 1991.
 RB0609
 RB0609.The geoid height was determined by GEOID03.
 RB0609
 RB0609.The dynamic height is computed by dividing the NAVD 88
 RB0609.geopotential number by the normal gravity value computed on the
 RB0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0609.degrees latitude (g = 980.6199 gals.).
 RB0609
 RB0609.The modeled gravity was interpolated from observed gravity values.
 RB0609
 RB0609;                    North         East    Units  Estimated Accuracy
 RB0609;SPC OR N     -   249,600.    2,583,520.      MT  (+/- 180 meters Scaled)
 RB0609
 RB0609                          SUPERSEDED SURVEY CONTROL
 RB0609
 RB0609  NGVD 29 (??/??/92)   93.225  (m)          305.86   (f) ADJ UNCH    1 1
 RB0609
 RB0609.Superseded values are not recommended for survey control.
 RB0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0609.See file dsdata.txt to determine how the superseded data were derived.
 RB0609
 RB0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL120866(NAD 83)
 RB0609_MARKER: DB = BENCH MARK DISK
 RB0609_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RB0609_SP_SET: CULVENT
 RB0609_STAMPING: B 640 1968
 RB0609_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RB0609
 RB0609  HISTORY     - Date     Condition        Report By
 RB0609  HISTORY     - 1968     MONUMENTED       CGS
 RB0609  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 RB0609
 RB0609                          STATION DESCRIPTION
 RB0609
 RB0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 RB0609'3.9 MI W FROM UMATILLA.
 RB0609'3.9 MILES WEST ALON U.S. HIGHWAY 730 FROM THE POST OFFICE AT UMATILLA,
 RB0609'3.5 MILES EAST OF IRRIGON, 0.5 MILE EAST OF UMATILLA-MORROW COUNTY
 RB0609'LINE, 0.15 MILE EAST OF MILEPOST 178, AT THE JUNCTION OF A DRIVEWAY
 RB0609'SOUTH OF A HOUSE, IN THE TOP AND 0.8 FOOT EAST OF THE WEST END OF THE
 RB0609'SOUTH CONCRETE HEAD WALL OF A CULVERT, 79 FEET SOUTH OF THE CENTER
 RB0609'LINE OF THE HIGHWAY, 14 FEET WEST OF THE CENTER LINE OF THE DRIVEWAY,
 RB0609'25 FEET SOUTH OF THE CENTER LINE OF THE FORMER HIGHWAY, 10 1/2 FEETG
 RB0609'NORTHWEST OF THE WEST END OF A GATE, AND ABOUT 4 FEET LOWER THAN THE
 RB0609'HIGHWAY.
 RB0609
 RB0609                          STATION RECOVERY (1989)
 RB0609
 RB0609'RECOVERY NOTE BY US POWER SQUADRON 1989 (RCC)
 RB0609'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0388 ***********************************************************************
 RD0388  DESIGNATION -  B 641
 RD0388  PID         -  RD0388
 RD0388  STATE/COUNTY-  OR/WASHINGTON
 RD0388  USGS QUAD   -  HILLSBORO (1990)
 RD0388
 RD0388                         *CURRENT SURVEY CONTROL
 RD0388  ___________________________________________________________________
 RD0388* NAD 83(1986)-  45 32 00.     (N)    122 56 52.     (W)     SCALED    
 RD0388* NAVD 88     -        62.290  (meters)     204.36   (feet)  ADJUSTED  
 RD0388  ___________________________________________________________________
 RD0388  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 RD0388  DYNAMIC HT  -          62.288 (meters)     204.36  (feet)  COMP
 RD0388  MODELED GRAV-     980,594.1   (mgal)                       NAVD 88
 RD0388
 RD0388  VERT ORDER  -  SECOND    CLASS 0
 RD0388
 RD0388.This mark is at Portland-Hillsboro Airport (HIO)
 RD0388
 RD0388.The horizontal coordinates were scaled from a topographic map and have
 RD0388.an estimated accuracy of +/- 6 seconds.
 RD0388
 RD0388.The orthometric height was determined by differential leveling
 RD0388.and adjusted in June 1991.
 RD0388
 RD0388.The geoid height was determined by GEOID03.
 RD0388
 RD0388.The dynamic height is computed by dividing the NAVD 88
 RD0388.geopotential number by the normal gravity value computed on the
 RD0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0388.degrees latitude (g = 980.6199 gals.).
 RD0388
 RD0388.The modeled gravity was interpolated from observed gravity values.
 RD0388
 RD0388;                    North         East    Units  Estimated Accuracy
 RD0388;SPC OR N     -   210,330.    2,308,850.      MT  (+/- 180 meters Scaled)
 RD0388
 RD0388                          SUPERSEDED SURVEY CONTROL
 RD0388
 RD0388  NGVD 29 (??/??/92)   61.228  (m)          200.88   (f) ADJ UNCH    2 0
 RD0388
 RD0388.Superseded values are not recommended for survey control.
 RD0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0388.See file dsdata.txt to determine how the superseded data were derived.
 RD0388
 RD0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER040422(NAD 83)
 RD0388_MARKER: DB = BENCH MARK DISK
 RD0388_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 RD0388_SP_SET: CONTROL TOWER FOUNDATION
 RD0388_STAMPING: B 641 1968
 RD0388_MARK LOGO: CGS   
 RD0388_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0388+STABILITY: SURFACE MOTION
 RD0388
 RD0388  HISTORY     - Date     Condition        Report By
 RD0388  HISTORY     - 1968     MONUMENTED       CGS
 RD0388  HISTORY     - 1972     GOOD             NGS
 RD0388  HISTORY     - 1988     GOOD             USPSQD
 RD0388  HISTORY     - 19960820 GOOD             CHANCE
 RD0388
 RD0388                          STATION DESCRIPTION
 RD0388
 RD0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 RD0388'2 MI NE FROM HILLSBORO.
 RD0388'THIS MARK IS LOCATED AT THE BASE OF THE FAA CONTROL TOWER AT THE
 RD0388'PORTLAND-HILLSBORO AIRPORT WHICH IS APPROXIMATELY 2 MILES NORTHEAST OF
 RD0388'HILLSBORO, OREGON.  THE MARK IS SET IN CONCRETE AT THE ENTRANCE TO THE
 RD0388'TOWER.  THE MARK IS SET IN A DRILL HOLE 6 FEET SOUTH OF THE TOWER
 RD0388'ENTRANCE DOOR AND 1 FOOT NORTHWEST OF THE SOUTHEAST ENTRANCE WALL OF
 RD0388'THE TOWER.  TO REACH THE MARK FROM THE POST OFFICE IN HILLSBORO GO
 RD0388'EAST ON EAST MAIN STREET FOR 0.5 MILE TO NORTHEAST CORNELL ROAD, TURN
 RD0388'LEFT AND GO NORTHEAST ON NORTHEAST CORNELL ROAD FOR 0.9 MILE TO NE
 RD0388'25TH AVE., TURN LEFT ON NE 25TH AVE. AND GO NORTH FOR 0.6 MILE TO A
 RD0388'DIRT ROAD, TURN RIGHT ON DIRT ROAD AND GO EAST FOR 0.5 MILE TO THE
 RD0388'CONTROL TOWER AND MARK.
 RD0388
 RD0388                          STATION RECOVERY (1972)
 RD0388
 RD0388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 RD0388'RECOVERED IN GOOD CONDITION.
 RD0388
 RD0388                          STATION RECOVERY (1988)
 RD0388
 RD0388'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCC)
 RD0388'RECOVERED IN GOOD CONDITION.
 RD0388
 RD0388                          STATION RECOVERY (1996)
 RD0388
 RD0388'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 RD0388'THE STATION IS LOCATED ABOUT 7.5 MILES (12.1 KM) EAST OF FOREST GROVE,
 RD0388'4.5 MILES (7.2 KM) SOUTHEAST OF NORTH PLAINS IN NORTHEAST HILLSBORO,
 RD0388'AT THE HILLSBORO AIRPORT, JOHN NEWELL - AIRPORT OPERATIONS MANAGER,
 RD0388'PHONE 503-335-1125  TO REACH THE STATION FROM THE INTERSECTION OF
 RD0388'CORNELIUS PASS ROAD ROAD AND US HIGHWAY 26 (EXIT 62) NORTHEAST OF
 RD0388'HILLSBORO, PROCEED SOUTH ON CORNELIUS PASS RD 1.0 MILES (1.6 KM) TO
 RD0388'NORTHWEST CORNELL ROAD, TURN RIGHT AND PROCEED WEST ON NW CORNELL RD
 RD0388'3.0 MILES (4.8 KM) TO NE 25TH AVENUE, TURN RIGHT AND PROCEED NORTH 0.6
 RD0388'MILES (1.0 KM) TO NE GRIFFIN OAKS STREET, TURN RIGHT AND PROCEED EAST
 RD0388'0.2 MILES (0.3 KM) TO GATE -W27- ON THE RIGHT, TURN RIGHT AND PROCEED
 RD0388'SOUTH THROUGH THE GATE 0.15 MILES (0.24 KM) TO A ROAD ON THE LEFT
 RD0388'LEADING EAST TO THE CONTROL TOWER, TURN LEFT AND PROCEED EAST 0.1
 RD0388'MILES (0.2 KM) TO THE BASE OF THE CONTROL TOWER AND THE STATION IN THE
 RD0388'CONCRETE ENTRYWAY  THE STATION IS A STANDARD US COAST AND GEODETIC
 RD0388'SURVEY BENCH MARK DISK SET IN THE TOP OF THE WALKWAY AT THE BASE OF
 RD0388'THE TOWER.  THE STATION IS LOCATED 1.6 M (5.2 FT) SOUTH OF THE CENTER
 RD0388'OF THE ENTRANCE DOOR, 3.1 M (10.2 FT) NORTHWEST OF THE SOUTHEAST
 RD0388'CORNER OF THE TOWER, 5.9 M (19.4 FT) SOUTHEAST OF THE SOUTHWEST CORNER
 RD0388'OF THE TOWER AND 7.25 M (23.79 FT) EAST OF THE EAST EDGE OF THE
 RD0388'PARKING LOT
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 MX0780 ***********************************************************************
 MX0780  DESIGNATION -  B 649
 MX0780  PID         -  MX0780
 MX0780  STATE/COUNTY-  OR/JOSEPHINE
 MX0780  USGS QUAD   -  SHELLY CREEK RIDGE (1982)
 MX0780
 MX0780                         *CURRENT SURVEY CONTROL
 MX0780  ___________________________________________________________________
 MX0780* NAD 83(1986)-  41 59 51.     (N)    123 48 46.     (W)     SCALED    
 MX0780* NAVD 88     -      1002.906  (meters)    3290.37   (feet)  ADJUSTED  
 MX0780  ___________________________________________________________________
 MX0780  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 MX0780  DYNAMIC HT  -        1002.406 (meters)    3288.73  (feet)  COMP
 MX0780  MODELED GRAV-     980,088.5   (mgal)                       NAVD 88
 MX0780
 MX0780  VERT ORDER  -  SECOND    CLASS 0
 MX0780
 MX0780.The horizontal coordinates were scaled from a topographic map and have
 MX0780.an estimated accuracy of +/- 6 seconds.
 MX0780
 MX0780.The orthometric height was determined by differential leveling
 MX0780.and adjusted in June 1991.
 MX0780
 MX0780.The geoid height was determined by GEOID03.
 MX0780
 MX0780.The dynamic height is computed by dividing the NAVD 88
 MX0780.geopotential number by the normal gravity value computed on the
 MX0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MX0780.degrees latitude (g = 980.6199 gals.).
 MX0780
 MX0780.The modeled gravity was interpolated from observed gravity values.
 MX0780
 MX0780;                    North         East    Units  Estimated Accuracy
 MX0780;SPC OR S     -    42,180.    1,225,570.      MT  (+/- 180 meters Scaled)
 MX0780
 MX0780                          SUPERSEDED SURVEY CONTROL
 MX0780
 MX0780  NGVD 29 (??/??/??) 1001.872  (m)         3286.98   (f) ADJUSTED    2 0
 MX0780
 MX0780.Superseded values are not recommended for survey control.
 MX0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MX0780.See file dsdata.txt to determine how the superseded data were derived.
 MX0780
 MX0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM326498(NAD 83)
 MX0780_MARKER: DB = BENCH MARK DISK
 MX0780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MX0780_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MX0780_STAMPING: B 649 1942
 MX0780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MX0780+STABILITY: SURFACE MOTION
 MX0780
 MX0780  HISTORY     - Date     Condition        Report By
 MX0780  HISTORY     - 1942     MONUMENTED       CGS
 MX0780  HISTORY     - 1964     GOOD             NGS
 MX0780
 MX0780                          STATION DESCRIPTION
 MX0780
 MX0780'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 MX0780'11.5 MI SW FROM O BRIEN.
 MX0780'11.5 MILES SOUTHWEST ALONG THE WIMER ROAD FROM THE O BRIEN POST
 MX0780'OFFICE, 0.35 MILE WEST OF MILE POST NO. 11, 21 FEET SOUTH OF
 MX0780'THE CENTER OF THE ROAD, 18 FEET SOUTHEAST OF THE SOUTH END OF
 MX0780'A METAL CULVERT AND 0.5 FOOT EAST OF A METAL WITNESS POST.  THE
 MX0780'MONUMENT PROJECTS 1 INCH.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0050 ***********************************************************************
 NX0050  DESIGNATION -  B 65
 NX0050  PID         -  NX0050
 NX0050  STATE/COUNTY-  OR/HARNEY
 NX0050  USGS QUAD   -  VAN HORN BASIN (1981)
 NX0050
 NX0050                         *CURRENT SURVEY CONTROL
 NX0050  ___________________________________________________________________
 NX0050* NAD 83(1986)-  42 01 14.     (N)    118 37 35.     (W)     SCALED    
 NX0050* NAVD 88     -      1280.320  (meters)    4200.52   (feet)  ADJUSTED  
 NX0050  ___________________________________________________________________
 NX0050  GEOID HEIGHT-         -19.77  (meters)                     GEOID03
 NX0050  DYNAMIC HT  -        1279.494 (meters)    4197.81  (feet)  COMP
 NX0050  MODELED GRAV-     979,933.6   (mgal)                       NAVD 88
 NX0050
 NX0050  VERT ORDER  -  FIRST     CLASS II
 NX0050
 NX0050.The horizontal coordinates were scaled from a topographic map and have
 NX0050.an estimated accuracy of +/- 6 seconds.
 NX0050
 NX0050.The orthometric height was determined by differential leveling
 NX0050.and adjusted in June 1991.
 NX0050
 NX0050.The geoid height was determined by GEOID03.
 NX0050
 NX0050.The dynamic height is computed by dividing the NAVD 88
 NX0050.geopotential number by the normal gravity value computed on the
 NX0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0050.degrees latitude (g = 980.6199 gals.).
 NX0050
 NX0050.The modeled gravity was interpolated from observed gravity values.
 NX0050
 NX0050;                    North         East    Units  Estimated Accuracy
 NX0050;SPC OR S     -    41,050.    1,655,180.      MT  (+/- 180 meters Scaled)
 NX0050
 NX0050                          SUPERSEDED SURVEY CONTROL
 NX0050
 NX0050  NGVD 29 (??/??/92) 1279.186  (m)         4196.80   (f) ADJ UNCH    1 2
 NX0050
 NX0050.Superseded values are not recommended for survey control.
 NX0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NX0050.See file dsdata.txt to determine how the superseded data were derived.
 NX0050
 NX0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG653533(NAD 83)
 NX0050_MARKER: DB = BENCH MARK DISK
 NX0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NX0050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NX0050_STAMPING: B 65 1931
 NX0050_MARK LOGO: CGS   
 NX0050_PROJECTION: PROJECTING 20 CENTIMETERS
 NX0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NX0050+STABILITY: SURFACE MOTION
 NX0050
 NX0050  HISTORY     - Date     Condition        Report By
 NX0050  HISTORY     - 1931     MONUMENTED       CGS
 NX0050  HISTORY     - 1977     GOOD             USGS
 NX0050  HISTORY     - 1984     GOOD             NGS
 NX0050
 NX0050                          STATION DESCRIPTION
 NX0050
 NX0050'DESCRIBED BY US GEOLOGICAL SURVEY 1977
 NX0050'1.5 MI N FROM DENIO.
 NX0050'2.0 MILES NORTH ALONG THE ROAD TO FIELDS FROM THE POST OFFICE IN
 NX0050'DENIO, NEVADA, 360 FEET EAST OF THE MAIN ROAD AND 20 FEET NORTH OF A
 NX0050'FIELD ROAD, IN AN EAST-WEST FENCE LINE.  A STANDARD DISK SET IN THE
 NX0050'TOP OF A CONCRETE POST.
 NX0050
 NX0050                          STATION RECOVERY (1984)
 NX0050
 NX0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NX0050'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.30 KM
 NX0050'(2.05 MI) NORTH ALONG THE WINNEMUCCA CRANE ROAD FROM THE POST OFFICE
 NX0050'AT DENIO, NEVADA, THENCE 0.10 KM (0.06 MI) WEST ALONG A DIRT ROAD, AT
 NX0050'A WOOD BRACE IN THE EAST-WEST RIGHT OF WAY FENCE, 5.3 METERS (17.5 FT)
 NX0050'NORTH OF THE CENTER OF THE DIRT ROAD, 0.6 METER (2 FT) SOUTHEAST OF
 NX0050'THE WEST POST FOR THE WOOD BRACE IN THE RIGHT OF WAY FENCE AND
 NX0050'0.4 METER (1.3 FT) SOUTH OF THE FENCE.
 NX0050'THE MARK IS 0.4 METERS  E FROM A WITNESS POST.
 NX0050'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1343 ***********************************************************************
 NZ1343  DESIGNATION -  B 652
 NZ1343  PID         -  NZ1343
 NZ1343  STATE/COUNTY-  OR/JOSEPHINE
 NZ1343  USGS QUAD   -  SEXTON MOUNTAIN (1996)
 NZ1343
 NZ1343                         *CURRENT SURVEY CONTROL
 NZ1343  ___________________________________________________________________
 NZ1343* NAD 83(2007)-  42 34 10.05042(N)    123 22 19.21132(W)     ADJUSTED  
 NZ1343* NAVD 88     -       365.19   (+/-2cm)    1198.1    (feet)  VERTCON   
 NZ1343  ___________________________________________________________________
 NZ1343  EPOCH DATE  -        2007.00
 NZ1343  X           -  -2,587,922.522 (meters)                     COMP
 NZ1343  Y           -  -3,928,966.661 (meters)                     COMP
 NZ1343  Z           -   4,292,630.859 (meters)                     COMP
 NZ1343  LAPLACE CORR-           6.92  (seconds)                    DEFLEC99
 NZ1343  ELLIP HEIGHT-         340.998 (meters)          (02/10/07) ADJUSTED
 NZ1343  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 NZ1343
 NZ1343  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 NZ1343  Type    PID    Designation                      North   East  Ellip
 NZ1343  -------------------------------------------------------------------
 NZ1343  NETWORK NZ1343 B 652                             0.49   0.59   2.18
 NZ1343  -------------------------------------------------------------------
 NZ1343  VERT ORDER  -  THIRD ? (See Below)
 NZ1343
 NZ1343.The horizontal coordinates were established by GPS observations
 NZ1343.and adjusted by the National Geodetic Survey in February 2007.
 NZ1343
 NZ1343.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 NZ1343.See www.ngs.noaa.gov/NationalReadjustment for more information.
 NZ1343.The horizontal coordinates are valid at the epoch date displayed above.
 NZ1343.The epoch date for horizontal control is a decimal equivalence
 NZ1343.of Year/Month/Day.
 NZ1343
 NZ1343.The NAVD 88 height was computed by applying the VERTCON shift value to
 NZ1343.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NZ1343.The vertical order pertains to the NGVD 29 superseded value.
 NZ1343
 NZ1343.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NZ1343
 NZ1343.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ1343
 NZ1343.The ellipsoidal height was determined by GPS observations
 NZ1343.and is referenced to NAD 83.
 NZ1343
 NZ1343.The geoid height was determined by GEOID03.
 NZ1343
 NZ1343;                    North         East     Units Scale Factor Converg.
 NZ1343;SPC OR S     -   104,328.116 1,264,243.907   MT  0.99994890   -1 57 53.5
 NZ1343;SPC OR S     -   342,283.85  4,147,781.85   iFT  0.99994890   -1 57 53.5
 NZ1343;UTM  10      - 4,713,072.746   469,467.775   MT  0.99961147   -0 15 06.0
 NZ1343
 NZ1343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NZ1343!SPC OR S     -   0.99994652  x   0.99994890  =   0.99989543
 NZ1343!UTM  10      -   0.99994652  x   0.99961147  =   0.99955801
 NZ1343
 NZ1343:                Primary Azimuth Mark                     Grid Az
 NZ1343:SPC OR S     -  B 652 AZ MK                              355 18 36.3
 NZ1343:UTM  10      -  B 652 AZ MK                              353 35 48.8
 NZ1343
 NZ1343|---------------------------------------------------------------------|
 NZ1343| PID    Reference Object                     Distance      Geod. Az  |
 NZ1343|                                                           dddmmss.s |
 NZ1343| NZ1344 B 652 AZ MK                         APPROX. 0.9 KM 3532042.8 |
 NZ1343|---------------------------------------------------------------------|
 NZ1343
 NZ1343                          SUPERSEDED SURVEY CONTROL
 NZ1343
 NZ1343  NAD 83(1998)-  42 34 10.04772(N)    123 22 19.21048(W) AD(       ) 1
 NZ1343  ELLIP H (07/03/01)  341.058  (m)                       GP(       ) 5 1
 NZ1343  NAD 83(1991)-  42 34 10.04532(N)    123 22 19.20870(W) AD(       ) 1
 NZ1343  ELLIP H (05/26/92)  341.222  (m)                       GP(       ) 4 2
 NZ1343  NGVD 29 (05/26/92)  364.16   (m)         1194.7    (f) LEVELING    3  
 NZ1343
 NZ1343.Superseded values are not recommended for survey control.
 NZ1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1343.See file dsdata.txt to determine how the superseded data were derived.
 NZ1343
 NZ1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN6946813073(NAD 83)
 NZ1343_MARKER: DB = BENCH MARK DISK
 NZ1343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ1343_SP_SET: CONCRETE POST
 NZ1343_STAMPING: B 652 1973
 NZ1343_MARK LOGO: ORDT  
 NZ1343_MAGNETIC: N = NO MAGNETIC MATERIAL
 NZ1343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ1343+STABILITY: SURFACE MOTION
 NZ1343_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NZ1343+SATELLITE: SATELLITE OBSERVATIONS - August 13, 1991
 NZ1343
 NZ1343  HISTORY     - Date     Condition        Report By
 NZ1343  HISTORY     - 1973     MONUMENTED       ORDT
 NZ1343  HISTORY     - 19910813 GOOD
 NZ1343
 NZ1343                          STATION DESCRIPTION
 NZ1343
 NZ1343'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1973
 NZ1343'THE STATION IS LOCATED ABOUT 8.2 MILES (13.2 KM) NORTH OF GRANTS PASS
 NZ1343'AND ON PROPERTY OWNED BY THE ORDT.
 NZ1343'TO REACH FROM GRANTS PASS GO NORTH ON I-5 TO EXIT 66.  TAKE EXIT 66
 NZ1343'AND GO TO A STOP SIGN.  TURN RIGHT AND GO 0.25 MILE (0.40 KM) TO
 NZ1343'WHERE JUMPOFF JOE CREEK ROAD TURNS EAST AND TO AN ON RAMP (NORTH
 NZ1343'BOUND) FOR I-5 AND THE STATION ON THE LEFT.
 NZ1343'THE STATION IS AN ORHD BENCH MARK DISK, SET INTO A CONCRETE MONUMENT
 NZ1343'THAT IS FLUSH WITH THE GROUND.  IT IS 41.4 METERS (135.8 FT) SOUTH OF
 NZ1343'THE NORTH END OF A FENCE, 21.0 METERS (68.9 FT) SW OF CENTERLINE
 NZ1343'INTERSECTION JUMPOFF JOE CREEK ROAD AND A NORTH BOUND ON RAMP TO I-5,
 NZ1343'12.4 METERS (40.7 FT) SOUTH OF JUMPOFF JOE CREEK ROAD EXTENDED, 1.2
 NZ1343'METERS (3.9 FT) WEST OF A FENCE AND 0.7 METER (2.3 FT) WEST OF A
 NZ1343'WITNESS POST.
 NZ1343'DESCRIBED BY L.L. RIGGERS.
 NZ1343
 NZ1343                          STATION RECOVERY (1991)
 NZ1343
 NZ1343'RECOVERED 1991
 NZ1343'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1344 ***********************************************************************
 NZ1344  DESIGNATION -  B 652 AZ MK
 NZ1344  PID         -  NZ1344
 NZ1344  STATE/COUNTY-  OR/JOSEPHINE
 NZ1344  USGS QUAD   -  SEXTON MOUNTAIN (1996)
 NZ1344
 NZ1344                         *CURRENT SURVEY CONTROL
 NZ1344  ___________________________________________________________________
 NZ1344* NAD 83(2007)-  42 34 40.55751(N)    123 22 24.02744(W)     ADJUSTED  
 NZ1344* NAVD 88     -       426.16   (+/-2cm)    1398.2    (feet)  VERTCON   
 NZ1344  ___________________________________________________________________
 NZ1344  EPOCH DATE  -        2007.00
 NZ1344  X           -  -2,587,688.622 (meters)                     COMP
 NZ1344  Y           -  -3,928,411.879 (meters)                     COMP
 NZ1344  Z           -   4,293,365.393 (meters)                     COMP
 NZ1344  LAPLACE CORR-           6.39  (seconds)                    DEFLEC99
 NZ1344  ELLIP HEIGHT-         402.008 (meters)          (02/10/07) ADJUSTED
 NZ1344  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 NZ1344
 NZ1344  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 NZ1344  Type    PID    Designation                      North   East  Ellip
 NZ1344  -------------------------------------------------------------------
 NZ1344  NETWORK NZ1344 B 652 AZ MK                       0.51   0.63   2.25
 NZ1344  -------------------------------------------------------------------
 NZ1344  VERT ORDER  -  THIRD ? (See Below)
 NZ1344
 NZ1344.The horizontal coordinates were established by GPS observations
 NZ1344.and adjusted by the National Geodetic Survey in February 2007.
 NZ1344
 NZ1344.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 NZ1344.See www.ngs.noaa.gov/NationalReadjustment for more information.
 NZ1344.The horizontal coordinates are valid at the epoch date displayed above.
 NZ1344.The epoch date for horizontal control is a decimal equivalence
 NZ1344.of Year/Month/Day.
 NZ1344
 NZ1344.The NAVD 88 height was computed by applying the VERTCON shift value to
 NZ1344.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NZ1344.The vertical order pertains to the NGVD 29 superseded value.
 NZ1344
 NZ1344.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NZ1344
 NZ1344.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ1344
 NZ1344.The ellipsoidal height was determined by GPS observations
 NZ1344.and is referenced to NAD 83.
 NZ1344
 NZ1344.The geoid height was determined by GEOID03.
 NZ1344
 NZ1344;                    North         East     Units Scale Factor Converg.
 NZ1344;SPC OR S     -   105,272.631 1,264,166.422   MT  0.99994738   -1 57 56.8
 NZ1344;SPC OR S     -   345,382.65  4,147,527.63   iFT  0.99994738   -1 57 56.8
 NZ1344;UTM  10      - 4,714,014.205   469,362.122   MT  0.99961155   -0 15 09.4
 NZ1344
 NZ1344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NZ1344!SPC OR S     -   0.99993696  x   0.99994738  =   0.99988434
 NZ1344!UTM  10      -   0.99993696  x   0.99961155  =   0.99954853
 NZ1344
 NZ1344:                Primary Azimuth Mark                     Grid Az
 NZ1344:SPC OR S     -  B 652                                    175 18 36.4
 NZ1344:UTM  10      -  B 652                                    173 35 49.0
 NZ1344
 NZ1344|---------------------------------------------------------------------|
 NZ1344| PID    Reference Object                     Distance      Geod. Az  |
 NZ1344|                                                           dddmmss.s |
 NZ1344| NZ1343 B 652                               APPROX. 0.9 KM 1732039.6 |
 NZ1344|---------------------------------------------------------------------|
 NZ1344
 NZ1344                          SUPERSEDED SURVEY CONTROL
 NZ1344
 NZ1344  NAD 83(1998)-  42 34 40.55484(N)    123 22 24.02679(W) AD(       ) 1
 NZ1344  ELLIP H (07/03/01)  402.052  (m)                       GP(       ) 5 1
 NZ1344  NAD 83(1991)-  42 34 40.55247(N)    123 22 24.02486(W) AD(       ) 1
 NZ1344  ELLIP H (05/26/92)  402.215  (m)                       GP(       ) 4 2
 NZ1344  NGVD 29 (05/26/92)  425.13   (m)         1394.8    (f) LEVELING    3  
 NZ1344
 NZ1344.Superseded values are not recommended for survey control.
 NZ1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1344.See file dsdata.txt to determine how the superseded data were derived.
 NZ1344
 NZ1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN6936214014(NAD 83)
 NZ1344_MARKER: DZ = AZIMUTH MARK DISK
 NZ1344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ1344_SP_SET: CONCRETE POST
 NZ1344_STAMPING: B 652 AZ MK 1991
 NZ1344_MARK LOGO: NGS   
 NZ1344_MAGNETIC: N = NO MAGNETIC MATERIAL
 NZ1344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ1344+STABILITY: SURFACE MOTION
 NZ1344_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NZ1344+SATELLITE: SATELLITE OBSERVATIONS - 1991
 NZ1344
 NZ1344  HISTORY     - Date     Condition        Report By
 NZ1344  HISTORY     - 1991     MONUMENTED       NGS
 NZ1344
 NZ1344                          STATION DESCRIPTION
 NZ1344
 NZ1344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NZ1344'THE STATION IS LOCATED ABOUT 9 MILES (14.5 KM) NORTH OF GRANTS PASS ON
 NZ1344'PROPERTY OWNED BY THE ORDT.
 NZ1344'TO REACE FROM GRANTS PASS GO NORTH ON I-5 TO EXIT 66.  TAKE EXIT AND
 NZ1344'GO TO STOP SIGN, TURN RIGHT AND GO 0.25 MILE (0.40 KM) TO JUMPOFF JOE
 NZ1344'CREEK ROAD ON THE RIGHT, TURN AND GO ABOUT 50 METERS (164.0 FT) THEN
 NZ1344'TURN LEFT ON A GRAVEL ROAD AND GO 0.6 MILE (1.0 KM) TO THE MARK ON
 NZ1344'THE RIGHT.
 NZ1344'THE STATION IS A STANDARD AZIMUTH MARK DISK SET INTO A ROUND CONCRETE
 NZ1344'MONUMENT THAT IS 40 CM IN DIAMETER.  IT IS 13.2 METERS (43.3 FT) EAST
 NZ1344'OF THE CENTERLINE OF THE ROAD, 5.1 METERS (16.7 FT) WEST OF A FENCE
 NZ1344'AND 1.2 METERS (3.9 FT) SOUTH OF A WITNESS POST.
 NZ1344'DESCRIBED BY L.L. RIGGERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0123 ***********************************************************************
 PA0123  DESIGNATION -  B 67
 PA0123  PID         -  PA0123
 PA0123  STATE/COUNTY-  OR/HARNEY
 PA0123  USGS QUAD   -  FOLLY FARM (1974)
 PA0123
 PA0123                         *CURRENT SURVEY CONTROL
 PA0123  ___________________________________________________________________
 PA0123* NAD 83(1986)-  43 06 30.     (N)    118 14 41.     (W)     SCALED    
 PA0123* NAVD 88     -      1534.668  (meters)    5034.99   (feet)  ADJUSTED  
 PA0123  ___________________________________________________________________
 PA0123  GEOID HEIGHT-         -18.35  (meters)                     GEOID03
 PA0123  DYNAMIC HT  -        1533.810 (meters)    5032.18  (feet)  COMP
 PA0123  MODELED GRAV-     980,006.6   (mgal)                       NAVD 88
 PA0123
 PA0123  VERT ORDER  -  FIRST     CLASS II
 PA0123
 PA0123.The horizontal coordinates were scaled from a topographic map and have
 PA0123.an estimated accuracy of +/- 6 seconds.
 PA0123
 PA0123.The orthometric height was determined by differential leveling
 PA0123.and adjusted in June 1991.
 PA0123.WARNING-Repeat measurements at this control monument indicate possible
 PA0123.vertical movement.
 PA0123
 PA0123.The geoid height was determined by GEOID03.
 PA0123
 PA0123.The dynamic height is computed by dividing the NAVD 88
 PA0123.geopotential number by the normal gravity value computed on the
 PA0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0123.degrees latitude (g = 980.6199 gals.).
 PA0123
 PA0123.The modeled gravity was interpolated from observed gravity values.
 PA0123
 PA0123;                    North         East    Units  Estimated Accuracy
 PA0123;SPC OR S     -   162,620.    1,683,530.      MT  (+/- 180 meters Scaled)
 PA0123
 PA0123                          SUPERSEDED SURVEY CONTROL
 PA0123
 PA0123  NGVD 29 (??/??/92) 1533.528  (m)         5031.25   (f) ADJ UNCH    1 2
 PA0123
 PA0123.Superseded values are not recommended for survey control.
 PA0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0123.See file dsdata.txt to determine how the superseded data were derived.
 PA0123
 PA0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH987735(NAD 83)
 PA0123_MARKER: DB = BENCH MARK DISK
 PA0123_SETTING: 80 = SET IN A BOULDER
 PA0123_STAMPING: B 67 1931
 PA0123_MARK LOGO: CGS   
 PA0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0123+STABILITY: SURFACE MOTION
 PA0123
 PA0123  HISTORY     - Date     Condition        Report By
 PA0123  HISTORY     - 1931     MONUMENTED       CGS
 PA0123  HISTORY     - 1974     GOOD             USGS
 PA0123  HISTORY     - 1984     GOOD             NGS
 PA0123
 PA0123                          STATION DESCRIPTION
 PA0123
 PA0123'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 PA0123'5.9 MI NW FROM FIELDS.
 PA0123'5.9 MILES NORTHWEST ALONG OREGON HIGHWAY 78 FROM ITS JUNCTION WITH THE
 PA0123'ROAD TO FIELDS, (22.2 MILES EAST OF PRINCETON P.O.) IN A SMALL DRAW
 PA0123'EAST OF THE HIGHWAY, 255 FEET EAST OF THE HIGHWAY, 22 FEET EAST OF THE
 PA0123'OLD ABANDONED HIGHWAY, A STANDARD DISK SET IN THE TOP OF A ROCK
 PA0123'OUTCROP AND STAMPED B 67 1931.
 PA0123
 PA0123                          STATION RECOVERY (1984)
 PA0123
 PA0123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PA0123'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  35.37 KM
 PA0123'(21.98 MI) SOUTHEAST ALONG STATE HIGHWAY 78 FROM THE POST OFFICE AT
 PA0123'NEW PRINCETON, IN TOP OF A 3 BY 5 FOOT BOULDER PROJECTING 1 FOOT ABOVE
 PA0123'THE SURFACE OF THE GROUND AT THE WEST SLOPE OF A LARGE HILL, 0.37 KM
 PA0123'(0.23 MI) NORTH OF MILEPOST 60, 77.1 METERS (253 FT) EAST OF THE
 PA0123'HIGHWAY CENTERLINE, 6.7 METERS (22 FT) EAST OF THE CENTER OF THE OLD
 PA0123'ROAD BED, 0.8 METERS (2.5 FT) NORTHWEST OF A WOODEN WITNESS POST AND
 PA0123'0.5 METER (1.5 FT) SOUTH OF THE NORTH EDGE OF THE BOULDER.
 PA0123'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 PA0123'THE MARK IS 2.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2722 ***********************************************************************
 QE2722  DESIGNATION -  B 677
 QE2722  PID         -  QE2722
 QE2722  STATE/COUNTY-  OR/LINCOLN
 QE2722  USGS QUAD   -  TOLEDO NORTH (1984)
 QE2722
 QE2722                         *CURRENT SURVEY CONTROL
 QE2722  ___________________________________________________________________
 QE2722* NAD 83(1986)-  44 38 06.     (N)    123 56 50.     (W)     SCALED    
 QE2722* NAVD 88     -         5.547  (meters)      18.20   (feet)  ADJUSTED  
 QE2722  ___________________________________________________________________
 QE2722  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 QE2722  DYNAMIC HT  -           5.547 (meters)      18.20  (feet)  COMP
 QE2722  MODELED GRAV-     980,602.5   (mgal)                       NAVD 88
 QE2722
 QE2722  VERT ORDER  -  SECOND    CLASS I
 QE2722
 QE2722.The horizontal coordinates were scaled from a topographic map and have
 QE2722.an estimated accuracy of +/- 6 seconds.
 QE2722
 QE2722.The orthometric height was determined by differential leveling
 QE2722.and adjusted in August 1995.
 QE2722
 QE2722.The geoid height was determined by GEOID03.
 QE2722
 QE2722.The dynamic height is computed by dividing the NAVD 88
 QE2722.geopotential number by the normal gravity value computed on the
 QE2722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE2722.degrees latitude (g = 980.6199 gals.).
 QE2722
 QE2722.The modeled gravity was interpolated from observed gravity values.
 QE2722
 QE2722;                    North         East    Units  Estimated Accuracy
 QE2722;SPC OR N     -   113,440.    2,226,580.      MT  (+/- 180 meters Scaled)
 QE2722
 QE2722                          SUPERSEDED SURVEY CONTROL
 QE2722
 QE2722.No superseded survey control is available for this station.
 QE2722
 QE2722_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ248428(NAD 83)
 QE2722_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QE2722_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QE2722_SP_SET: BRIDGE CURB
 QE2722_STAMPING: B 677 1979
 QE2722_MARK LOGO: ORHD  
 QE2722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE2722+STABILITY: SURFACE MOTION
 QE2722
 QE2722  HISTORY     - Date     Condition        Report By
 QE2722  HISTORY     - 1979     MONUMENTED       ORHD
 QE2722  HISTORY     - 1979     GOOD             USGS
 QE2722
 QE2722                          STATION DESCRIPTION
 QE2722
 QE2722'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 QE2722'2.5 KM (1.55 MI) NW FROM TOLEDO.
 QE2722'TOLEDO (CITY HALL), 1.45 MI NW OF, ALONG US HWY BUSINESS 20, THENCE
 QE2722'0.1 MI ALONG OR HWY 229.  0.15 MI S OF MILEPOST 31, AT BRIDGE OVER
 QE2722'DEPOT SLOUGH, 16 FT W OF CENTERLINE OF HWY, 2.0 FT S OF NORTH END OF
 QE2722'W CONCRETE CURB, 0.4 FT E OF WEST CONCRETE BRIDGE RAIL.
 QE2722'THE MARK IS 1 FT ABOVE HWY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0117 ***********************************************************************
 NY0117  DESIGNATION -  B 68
 NY0117  PID         -  NY0117
 NY0117  STATE/COUNTY-  OR/LAKE
 NY0117  USGS QUAD   -  CRANE CREEK (1979)
 NY0117
 NY0117                         *CURRENT SURVEY CONTROL
 NY0117  ___________________________________________________________________
 NY0117* NAD 83(1986)-  42 01 19.     (N)    120 19 02.     (W)     SCALED    
 NY0117* NAVD 88     -      1439.371  (meters)    4722.34   (feet)  ADJUSTED  
 NY0117  ___________________________________________________________________
 NY0117  GEOID HEIGHT-         -21.08  (meters)                     GEOID03
 NY0117  DYNAMIC HT  -        1438.406 (meters)    4719.17  (feet)  COMP
 NY0117  MODELED GRAV-     979,901.2   (mgal)                       NAVD 88
 NY0117
 NY0117  VERT ORDER  -  FIRST     CLASS II
 NY0117
 NY0117.The horizontal coordinates were scaled from a topographic map and have
 NY0117.an estimated accuracy of +/- 6 seconds.
 NY0117
 NY0117.The orthometric height was determined by differential leveling
 NY0117.and adjusted in June 1991.
 NY0117
 NY0117.The geoid height was determined by GEOID03.
 NY0117
 NY0117.The dynamic height is computed by dividing the NAVD 88
 NY0117.geopotential number by the normal gravity value computed on the
 NY0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0117.degrees latitude (g = 980.6199 gals.).
 NY0117
 NY0117.The modeled gravity was interpolated from observed gravity values.
 NY0117
 NY0117;                    North         East    Units  Estimated Accuracy
 NY0117;SPC OR S     -    39,480.    1,515,140.      MT  (+/- 180 meters Scaled)
 NY0117
 NY0117                          SUPERSEDED SURVEY CONTROL
 NY0117
 NY0117  NGVD 29 (??/??/92) 1438.20   (m)         4718.5    (f) COMPUTED    1 2
 NY0117
 NY0117.Superseded values are not recommended for survey control.
 NY0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0117.See file dsdata.txt to determine how the superseded data were derived.
 NY0117
 NY0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGM221556(NAD 83)
 NY0117_MARKER: DB = BENCH MARK DISK
 NY0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NY0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0117+STABILITY: SURFACE MOTION
 NY0117
 NY0117  HISTORY     - Date     Condition        Report By
 NY0117  HISTORY     - UNK      MONUMENTED       CGS
 NY0117  HISTORY     - 1931     GOOD             NGS
 NY0117
 NY0117                          STATION DESCRIPTION
 NY0117
 NY0117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 NY0117'12.5 MI S FROM LAKEVIEW.
 NY0117'ON SOUTHERN PACIFIC RAILROAD, 51 FT. EAST OF TRACKS AND ABOUT 2 1/2
 NY0117'MI. NORTH OF NEW PINE CREEK SIDE TRACK AND .35 MI. NORTH OF MILE POST
 NY0117'500.  SET BY SOUTH POST OF GATE IN RAILROAD FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0185 ***********************************************************************
 NX0185  DESIGNATION -  B 696
 NX0185  PID         -  NX0185
 NX0185  STATE/COUNTY-  OR/HARNEY
 NX0185  USGS QUAD   -  COLONY RANCH (1981)
 NX0185
 NX0185                         *CURRENT SURVEY CONTROL
 NX0185  ___________________________________________________________________
 NX0185* NAD 83(1986)-  42 02 00.     (N)    118 36 59.     (W)     SCALED    
 NX0185* NAVD 88     -      1282.728  (meters)    4208.42   (feet)  ADJUSTED  
 NX0185  ___________________________________________________________________
 NX0185  GEOID HEIGHT-         -19.75  (meters)                     GEOID03
 NX0185  DYNAMIC HT  -        1281.903 (meters)    4205.71  (feet)  COMP
 NX0185  MODELED GRAV-     979,935.2   (mgal)                       NAVD 88
 NX0185
 NX0185  VERT ORDER  -  FIRST     CLASS II
 NX0185
 NX0185.The horizontal coordinates were scaled from a topographic map and have
 NX0185.an estimated accuracy of +/- 6 seconds.
 NX0185
 NX0185.The orthometric height was determined by differential leveling
 NX0185.and adjusted in June 1991.
 NX0185
 NX0185.The geoid height was determined by GEOID03.
 NX0185
 NX0185.The dynamic height is computed by dividing the NAVD 88
 NX0185.geopotential number by the normal gravity value computed on the
 NX0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0185.degrees latitude (g = 980.6199 gals.).
 NX0185
 NX0185.The modeled gravity was interpolated from observed gravity values.
 NX0185
 NX0185;                    North         East    Units  Estimated Accuracy
 NX0185;SPC OR S     -    42,490.    1,655,980.      MT  (+/- 180 meters Scaled)
 NX0185
 NX0185                          SUPERSEDED SURVEY CONTROL
 NX0185
 NX0185.No superseded survey control is available for this station.
 NX0185
 NX0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG662547(NAD 83)
 NX0185_MARKER: I = METAL ROD
 NX0185_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NX0185_SP_SET: STAINLESS STEEL ROD
 NX0185_STAMPING: B 696 1984
 NX0185_MARK LOGO: NGS   
 NX0185_PROJECTION: FLUSH
 NX0185_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NX0185_ROD/PIPE-DEPTH: 12.2 meters
 NX0185
 NX0185  HISTORY     - Date     Condition        Report By
 NX0185  HISTORY     - 1984     MONUMENTED       NGS
 NX0185
 NX0185                          STATION DESCRIPTION
 NX0185
 NX0185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 NX0185'4.9 KM (3.0 MI) NORTH FROM DENIO.
 NX0185'4.88 KM (3.03 MI) NORTH ALONG THE WINNEMUCCA CRANE ROAD FROM THE POST
 NX0185'OFFICE AT DENIO, NEVADA, AT THE CREST OF A SLIGHT GRADE, NEAR A WOOD
 NX0185'BRACE IN THE EAST RIGHT OF WAY FENCE, 0.61 KM (0.38 MI) NORTH OF THE T
 NX0185'JUNCTION OF A TRACK ROAD LEADING ALONG A FENCE LINE TO FLOWING WELLS,
 NX0185'18.3 METERS (60 FT) EAST OF THE CENTER OF THE ROAD, 11.9 METERS
 NX0185'(39 FT) NORTH OF THE NORTH POST FOR THE BRACE IN THE RIGHT OF WAY
 NX0185'FENCE AND 1.0 METER (3.3 FT) WEST OF THE FENCE.
 NX0185'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 NX0185'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0209 ***********************************************************************
 NX0209  DESIGNATION -  B 697
 NX0209  PID         -  NX0209
 NX0209  STATE/COUNTY-  OR/HARNEY
 NX0209  USGS QUAD   -  ALVORD HOT SPRINGS (1979)
 NX0209
 NX0209                         *CURRENT SURVEY CONTROL
 NX0209  ___________________________________________________________________
 NX0209* NAD 83(1986)-  42 32 49.     (N)    118 32 01.     (W)     SCALED    
 NX0209* NAVD 88     -      1244.520  (meters)    4083.06   (feet)  ADJUSTED  
 NX0209  ___________________________________________________________________
 NX0209  GEOID HEIGHT-         -19.18  (meters)                     GEOID03
 NX0209  DYNAMIC HT  -        1243.780 (meters)    4080.63  (feet)  COMP
 NX0209  MODELED GRAV-     979,983.9   (mgal)                       NAVD 88
 NX0209
 NX0209  VERT ORDER  -  FIRST     CLASS II
 NX0209
 NX0209.The horizontal coordinates were scaled from a topographic map and have
 NX0209.an estimated accuracy of +/- 6 seconds.
 NX0209
 NX0209.The orthometric height was determined by differential leveling
 NX0209.and adjusted in June 1991.
 NX0209
 NX0209.The geoid height was determined by GEOID03.
 NX0209
 NX0209.The dynamic height is computed by dividing the NAVD 88
 NX0209.geopotential number by the normal gravity value computed on the
 NX0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0209.degrees latitude (g = 980.6199 gals.).
 NX0209
 NX0209.The modeled gravity was interpolated from observed gravity values.
 NX0209
 NX0209;                    North         East    Units  Estimated Accuracy
 NX0209;SPC OR S     -    99,680.    1,661,490.      MT  (+/- 180 meters Scaled)
 NX0209
 NX0209                          SUPERSEDED SURVEY CONTROL
 NX0209
 NX0209.No superseded survey control is available for this station.
 NX0209
 NX0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH740116(NAD 83)
 NX0209_MARKER: DB = BENCH MARK DISK
 NX0209_SETTING: 66 = SET IN ROCK OUTCROP
 NX0209_SP_SET: ROCK OUTCROP
 NX0209_STAMPING: B 697 1984
 NX0209_MARK LOGO: NGS   
 NX0209_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NX0209+STABILITY: POSITION/ELEVATION WELL
 NX0209
 NX0209  HISTORY     - Date     Condition        Report By
 NX0209  HISTORY     - 1984     MONUMENTED       NGS
 NX0209
 NX0209                          STATION DESCRIPTION
 NX0209
 NX0209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 NX0209'37.5 KM (23.3 MI) NORTH FROM FIELDS.
 NX0209'37.47 KM (23.29 MI) NORTH ALONG THE WINNEMUCCA CRANE ROAD FROM THE
 NX0209'POST OFFICE AT FIELD, AT THE Y JUNCTION OF A TRACK ROAD LEADING NORTH,
 NX0209'IN TOP OF THE LOWER EAST EDGE OF A 7 BY 7 FOOT PORTION OF RED OUTCROP
 NX0209'PROJECTING 6 INCHES FROM THE EAST SLOPE OF A ROCKY HILL, 0.27 KM
 NX0209'(0.17 MI) NORTH OF THE ALVORD HOT SPRINGS TUBS, 39.9 METERS (131 FT)
 NX0209'WEST OF THE CENTER OF THE MAIN ROAD, 23.5 METERS (77 FT) WEST OF THE
 NX0209'CENTER OF A TRACK ROAD, 4.3 METERS (14 FT) NORTHEAST OF THE NORTHWEST
 NX0209'END OF THE SOUTHEAST ONE OF THREE PROMINENT OUTCROPS.
 NX0209'THE MARK IS 0.4 METERS  N FROM A WITNESS POST.
 NX0209'THE MARK IS 0.5 M ABOVE THE MAIN ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0234 ***********************************************************************
 NX0234  DESIGNATION -  B 698
 NX0234  PID         -  NX0234
 NX0234  STATE/COUNTY-  OR/HARNEY
 NX0234  USGS QUAD   -  JUNIPER LAKE (1981)
 NX0234
 NX0234                         *CURRENT SURVEY CONTROL
 NX0234  ___________________________________________________________________
 NX0234* NAD 83(1986)-  42 59 54.     (N)    118 16 44.     (W)     SCALED    
 NX0234* NAVD 88     -      1282.413  (meters)    4207.38   (feet)  ADJUSTED  
 NX0234  ___________________________________________________________________
 NX0234  GEOID HEIGHT-         -18.44  (meters)                     GEOID03
 NX0234  DYNAMIC HT  -        1281.717 (meters)    4205.10  (feet)  COMP
 NX0234  MODELED GRAV-     980,033.4   (mgal)                       NAVD 88
 NX0234
 NX0234  VERT ORDER  -  FIRST     CLASS II
 NX0234
 NX0234.The horizontal coordinates were scaled from a topographic map and have
 NX0234.an estimated accuracy of +/- 6 seconds.
 NX0234
 NX0234.The orthometric height was determined by differential leveling
 NX0234.and adjusted in June 1991.
 NX0234
 NX0234.The geoid height was determined by GEOID03.
 NX0234
 NX0234.The dynamic height is computed by dividing the NAVD 88
 NX0234.geopotential number by the normal gravity value computed on the
 NX0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0234.degrees latitude (g = 980.6199 gals.).
 NX0234
 NX0234.The modeled gravity was interpolated from observed gravity values.
 NX0234
 NX0234;                    North         East    Units  Estimated Accuracy
 NX0234;SPC OR S     -   150,330.    1,681,080.      MT  (+/- 180 meters Scaled)
 NX0234
 NX0234                          SUPERSEDED SURVEY CONTROL
 NX0234
 NX0234.No superseded survey control is available for this station.
 NX0234
 NX0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH957614(NAD 83)
 NX0234_MARKER: DB = BENCH MARK DISK
 NX0234_SETTING: 66 = SET IN ROCK OUTCROP
 NX0234_SP_SET: ROCK OUTCROP
 NX0234_STAMPING: B 698 1984
 NX0234_MARK LOGO: NGS   
 NX0234_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NX0234+STABILITY: POSITION/ELEVATION WELL
 NX0234
 NX0234  HISTORY     - Date     Condition        Report By
 NX0234  HISTORY     - 1984     MONUMENTED       NGS
 NX0234
 NX0234                          STATION DESCRIPTION
 NX0234
 NX0234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 NX0234'54.0 KM (33.6 MI) SOUTH FROM NEW PRINCETON.
 NX0234'44.14 KM (27.43 MI) SOUTHEAST ALONG STATE HIGHWAY 78 FROM THE POST
 NX0234'OFFICE AT NEW PRINCETON, THENCE 9.63 KM (5.99 MI) SOUTH ALONG THE
 NX0234'WINNEMUCCA CRANE ROAD, THENCE 0.27 KM (0.17 MI) SOUTHWEST ALONG A DIM
 NX0234'TRACK ROAD, IN TOP OF A 2 BY 3 FOOT LEDGE OF VOLCANIC OUTCROP AT THE
 NX0234'BASE OF AN OUTCROP RIDGE ON THE NORTHEAST EDGE OF TEN CENT LAKE, ABOUT
 NX0234'1083 FEET NORTHWEST OF THE CENTER OF THE WINNEMUCCA CRANE ROAD,
 NX0234'185.0 METERS (607 FT) NORTHWEST OF THE CENTER OF THE TRACK ROAD AND
 NX0234'APPROXIMATLEY 24.4 METERS (80 FT) (SLOPE) NORTHEAST OF THE NORTHEAST
 NX0234'SHORELINE.
 NX0234'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 NX0234'THE MARK IS 6.0 M ABOVE THE LAKE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0584 ***********************************************************************
 PA0584  DESIGNATION -  B 699
 PA0584  PID         -  PA0584
 PA0584  STATE/COUNTY-  OR/HARNEY
 PA0584  USGS QUAD   -  SAND GAP (1977)
 PA0584
 PA0584                         *CURRENT SURVEY CONTROL
 PA0584  ___________________________________________________________________
 PA0584* NAD 83(1986)-  43 13 27.     (N)    118 28 28.     (W)     SCALED    
 PA0584* NAVD 88     -      1255.304  (meters)    4118.44   (feet)  ADJUSTED  
 PA0584  ___________________________________________________________________
 PA0584  GEOID HEIGHT-         -18.69  (meters)                     GEOID03
 PA0584  DYNAMIC HT  -        1254.666 (meters)    4116.35  (feet)  COMP
 PA0584  MODELED GRAV-     980,068.9   (mgal)                       NAVD 88
 PA0584
 PA0584  VERT ORDER  -  FIRST     CLASS II
 PA0584
 PA0584.The horizontal coordinates were scaled from a topographic map and have
 PA0584.an estimated accuracy of +/- 6 seconds.
 PA0584
 PA0584.The orthometric height was determined by differential leveling
 PA0584.and adjusted in June 1991.
 PA0584
 PA0584.The geoid height was determined by GEOID03.
 PA0584
 PA0584.The dynamic height is computed by dividing the NAVD 88
 PA0584.geopotential number by the normal gravity value computed on the
 PA0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0584.degrees latitude (g = 980.6199 gals.).
 PA0584
 PA0584.The modeled gravity was interpolated from observed gravity values.
 PA0584
 PA0584;                    North         East    Units  Estimated Accuracy
 PA0584;SPC OR S     -   175,000.    1,664,530.      MT  (+/- 180 meters Scaled)
 PA0584
 PA0584                          SUPERSEDED SURVEY CONTROL
 PA0584
 PA0584.No superseded survey control is available for this station.
 PA0584
 PA0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH802867(NAD 83)
 PA0584_MARKER: I = METAL ROD
 PA0584_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PA0584_SP_SET: STAINLESS STEEL ROD
 PA0584_STAMPING: B 699 1984
 PA0584_MARK LOGO: NGS   
 PA0584_PROJECTION: FLUSH
 PA0584_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PA0584_ROD/PIPE-DEPTH: 6.1  meters
 PA0584
 PA0584  HISTORY     - Date     Condition        Report By
 PA0584  HISTORY     - 1984     MONUMENTED       NGS
 PA0584
 PA0584                          STATION DESCRIPTION
 PA0584
 PA0584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PA0584'11.2 KM (6.9 MI) SOUTH FROM NEW PRINCETON.
 PA0584'11.16 KM (6.93 MI) SOUTHEAST ALONG STATE HIGHWAY 78 FROM THE POST
 PA0584'OFFICE AT NEW PRINCETON, NEAR A FENCE CORNER, 0.68 KM (0.42 MI)
 PA0584'NORTHWEST OF MILEPOST 45, 0.12 KM (0.07 MI) SOUTHEAST OF A FIELD
 PA0584'ENTRANCE GATE, 15.5 METERS (51 FT) SOUTHWEST OF THE HIGHWAY
 PA0584'CENTERLINE, 4.9 METERS (16 FT) SOUTHEAST OF A TELEPHONE POLE,
 PA0584'2.7 METERS (9 FT) NORTHWEST OF THE FENCE CORNER AND 1.1 METERS
 PA0584'(3.5 FT) NORTHEAST OF A FENCE.
 PA0584'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 PA0584'THE MARK IS 0.4 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0146 ***********************************************************************
 NZ0146  DESIGNATION -  B 7
 NZ0146  PID         -  NZ0146
 NZ0146  STATE/COUNTY-  OR/JACKSON
 NZ0146  USGS QUAD   -  MT ASHLAND (1983)
 NZ0146
 NZ0146                         *CURRENT SURVEY CONTROL
 NZ0146  ___________________________________________________________________
 NZ0146* NAD 83(1986)-  42 02 47.     (N)    122 37 48.     (W)     SCALED    
 NZ0146* NAVD 88     -      1011.116  (meters)    3317.30   (feet)  POSTED    
 NZ0146  ___________________________________________________________________
 NZ0146  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 NZ0146  DYNAMIC HT  -        1010.530 (meters)    3315.38  (feet)  COMP
 NZ0146  MODELED GRAV-     980,010.7   (mgal)                       NAVD 88
 NZ0146
 NZ0146  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NZ0146
 NZ0146.The horizontal coordinates were scaled from a topographic map and have
 NZ0146.an estimated accuracy of +/- 6 seconds.
 NZ0146
 NZ0146.The orthometric height was determined by differential leveling
 NZ0146.and adjusted by the  in 1992.
 NZ0146.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NZ0146.rate of 0.0 thru 1.0 mm/km.
 NZ0146
 NZ0146.The geoid height was determined by GEOID03.
 NZ0146
 NZ0146.The dynamic height is computed by dividing the NAVD 88
 NZ0146.geopotential number by the normal gravity value computed on the
 NZ0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0146.degrees latitude (g = 980.6199 gals.).
 NZ0146
 NZ0146.The modeled gravity was interpolated from observed gravity values.
 NZ0146
 NZ0146;                    North         East    Units  Estimated Accuracy
 NZ0146;SPC OR S     -    44,430.    1,323,660.      MT  (+/- 180 meters Scaled)
 NZ0146
 NZ0146                          SUPERSEDED SURVEY CONTROL
 NZ0146
 NZ0146  NGVD 29 (??/??/92) 1009.999  (m)         3313.64   (f) ADJ UNCH    1 2
 NZ0146
 NZ0146.Superseded values are not recommended for survey control.
 NZ0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0146.See file dsdata.txt to determine how the superseded data were derived.
 NZ0146
 NZ0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM306549(NAD 83)
 NZ0146_MARKER: DB = BENCH MARK DISK
 NZ0146_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NZ0146_SP_SET: CULVERT
 NZ0146_STAMPING: ELEV 3313.363 FT. B 7 1920
 NZ0146_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0146
 NZ0146  HISTORY     - Date     Condition        Report By
 NZ0146  HISTORY     - 1920     MONUMENTED       USGS
 NZ0146  HISTORY     - 1954     GOOD             NGS
 NZ0146
 NZ0146                          STATION DESCRIPTION
 NZ0146
 NZ0146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NZ0146'4.6 MI N FROM HILT, CA.
 NZ0146'4.6 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 NZ0146'STATION AT HILT, CALIFORNIA, 0.5 MILE SOUTHEAST OF THE TELEPHONE BOOTH
 NZ0146'AT GREGORY SIDING, AT 6-FOOT CONCRETE ARCH CULVERT 406.5, IN THE TOP
 NZ0146'OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE HEAD WALL, 19.8 FEET
 NZ0146'SOUTHWEST OF THE SOUTHWEST RAIL, AND ABOUT 7 1/2 FEET LOWER THAN THE
 NZ0146'TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0622 ***********************************************************************
 QC0622  DESIGNATION -  B 70
 QC0622  PID         -  QC0622
 QC0622  STATE/COUNTY-  OR/WHEELER
 QC0622  USGS QUAD   -  TUBB SPRING (1990)
 QC0622
 QC0622                         *CURRENT SURVEY CONTROL
 QC0622  ___________________________________________________________________
 QC0622* NAD 83(1986)-  44 33 38.     (N)    119 50 07.     (W)     SCALED    
 QC0622* NAVD 88     -      1068.978  (meters)    3507.14   (feet)  ADJUSTED  
 QC0622  ___________________________________________________________________
 QC0622  GEOID HEIGHT-         -19.18  (meters)                     GEOID03
 QC0622  DYNAMIC HT  -        1068.613 (meters)    3505.94  (feet)  COMP
 QC0622  MODELED GRAV-     980,239.9   (mgal)                       NAVD 88
 QC0622
 QC0622  VERT ORDER  -  FIRST     CLASS II
 QC0622
 QC0622.The horizontal coordinates were scaled from a topographic map and have
 QC0622.an estimated accuracy of +/- 6 seconds.
 QC0622
 QC0622.The orthometric height was determined by differential leveling
 QC0622.and adjusted in June 1991.
 QC0622
 QC0622.The geoid height was determined by GEOID03.
 QC0622
 QC0622.The dynamic height is computed by dividing the NAVD 88
 QC0622.geopotential number by the normal gravity value computed on the
 QC0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0622.degrees latitude (g = 980.6199 gals.).
 QC0622
 QC0622.The modeled gravity was interpolated from observed gravity values.
 QC0622
 QC0622;                    North         East    Units  Estimated Accuracy
 QC0622;SPC OR N     -    99,550.    2,552,810.      MT  (+/- 180 meters Scaled)
 QC0622
 QC0622                          SUPERSEDED SURVEY CONTROL
 QC0622
 QC0622  NGVD 29 (??/??/92) 1067.792  (m)         3503.25   (f) ADJ UNCH    1 2
 QC0622
 QC0622.Superseded values are not recommended for survey control.
 QC0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0622.See file dsdata.txt to determine how the superseded data were derived.
 QC0622
 QC0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKK748380(NAD 83)
 QC0622_MARKER: DB = BENCH MARK DISK
 QC0622_SETTING: 66 = SET IN ROCK OUTCROP
 QC0622_SP_SET: OUTCROP
 QC0622_STAMPING: B 70 1931
 QC0622_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QC0622+STABILITY: POSITION/ELEVATION WELL
 QC0622
 QC0622  HISTORY     - Date     Condition        Report By
 QC0622  HISTORY     - 1931     MONUMENTED       CGS
 QC0622  HISTORY     - 1935     MARK NOT FOUND   NGS
 QC0622  HISTORY     - 19860509 MARK NOT FOUND   USGS
 QC0622  HISTORY     - 19860509 MARK NOT FOUND   USPSQD
 QC0622  HISTORY     - 19870710 MARK NOT FOUND   NGS
 QC0622
 QC0622                          STATION DESCRIPTION
 QC0622
 QC0622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 QC0622'12.0 MI W FROM PICTURE GORGE.
 QC0622'IN WHEELER COUNTY, 12.0 MILES WEST ALONG THE OCHOCO HIGHWAY FROM
 QC0622'PICTURE GORGE, GRANT COUNTY, ABOUT 0.2 MILE WEST OF A SHORT WOODEN
 QC0622'BRIDGE OPPOSITE A MAINTENAINCE GRAVEL PILE, 70 FEET EAST OF THE NORTH
 QC0622'CUT BANK OF A THROUGH CUT WHICH IS ON A CURVE, 9 FEET EAST OF A ROCK
 QC0622'OUTCROPPING, 3 FEET EAST OF A GROUP OF LARGE BOULDERS, 31 FEET NORTH
 QC0622'OF THE HIGHWAY CENTERLINE AND ABOUT 1 FOOT HIGHER IN THE TOP OF A LOW
 QC0622'ROCK OUTCROPPING.  A STANDARD DISK STAMPED B 70 1931.
 QC0622
 QC0622                          STATION RECOVERY (1986)
 QC0622
 QC0622'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (WDS)
 QC0622'MARK NOT FOUND.
 QC0622
 QC0622                          STATION RECOVERY (1986)
 QC0622
 QC0622'RECOVERY NOTE BY US POWER SQUADRON 1986 (WDS)
 QC0622'MARK NOT FOUND.
 QC0622
 QC0622                          STATION RECOVERY (1987)
 QC0622
 QC0622'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QC0622'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0609 ***********************************************************************
 PA0609  DESIGNATION -  B 700
 PA0609  PID         -  PA0609
 PA0609  STATE/COUNTY-  OR/HARNEY
 PA0609  USGS QUAD   -  NINEMILE SLOUGH (1990)
 PA0609
 PA0609                         *CURRENT SURVEY CONTROL
 PA0609  ___________________________________________________________________
 PA0609* NAD 83(1986)-  43 30 16.     (N)    118 52 16.     (W)     SCALED    
 PA0609* NAVD 88     -      1257.193  (meters)    4124.64   (feet)  ADJUSTED  
 PA0609  ___________________________________________________________________
 PA0609  GEOID HEIGHT-         -19.17  (meters)                     GEOID03
 PA0609  DYNAMIC HT  -        1256.571 (meters)    4122.60  (feet)  COMP
 PA0609  MODELED GRAV-     980,081.5   (mgal)                       NAVD 88
 PA0609
 PA0609  VERT ORDER  -  FIRST     CLASS II
 PA0609
 PA0609.The horizontal coordinates were scaled from a topographic map and have
 PA0609.an estimated accuracy of +/- 6 seconds.
 PA0609
 PA0609.The orthometric height was determined by differential leveling
 PA0609.and adjusted in June 1991.
 PA0609
 PA0609.The geoid height was determined by GEOID03.
 PA0609
 PA0609.The dynamic height is computed by dividing the NAVD 88
 PA0609.geopotential number by the normal gravity value computed on the
 PA0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0609.degrees latitude (g = 980.6199 gals.).
 PA0609
 PA0609.The modeled gravity was interpolated from observed gravity values.
 PA0609
 PA0609;                    North         East    Units  Estimated Accuracy
 PA0609;SPC OR S     -   205,430.    1,631,710.      MT  (+/- 180 meters Scaled)
 PA0609
 PA0609                          SUPERSEDED SURVEY CONTROL
 PA0609
 PA0609.No superseded survey control is available for this station.
 PA0609
 PA0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ487185(NAD 83)
 PA0609_MARKER: I = METAL ROD
 PA0609_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PA0609_SP_SET: STAINLESS STEEL ROD
 PA0609_STAMPING: B 700 1984
 PA0609_MARK LOGO: NGS   
 PA0609_PROJECTION: FLUSH
 PA0609_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PA0609_ROD/PIPE-DEPTH: 12.2 meters
 PA0609
 PA0609  HISTORY     - Date     Condition        Report By
 PA0609  HISTORY     - 1984     MONUMENTED       NGS
 PA0609
 PA0609                          STATION DESCRIPTION
 PA0609
 PA0609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PA0609'8.4 KM (5.2 MI) NW FROM LAWEN.
 PA0609'8.41 KM (5.23 MI) NORTHWEST ALONG STATE HIGHWAY 78 FROM THE POST
 PA0609'OFFICE AT LAWEN, IN THE SOUTHEAST CORNER OF THE T JUNCTION OF A DIRT
 PA0609'ROAD LEADING EAST TO A SLOUGH, 0.17 KM (0.11 MI) SOUTHEAST OF A POWER
 PA0609'LINE CROSSING, 0.77 KM (0.48 MI) NORTHWEST OF MILEPOST 12, 14.0 METERS
 PA0609'(46 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 85.0 METERS (279 FT)
 PA0609'SOUTHEAST OF THE CENTER OF THE DIRT ROAD, 39.9 METERS (131 FT) EAST
 PA0609'ACROSS THE HIGHWAY FROM POWER POLE 71 WITH ONE TRANSFORMER, 3.7 METERS
 PA0609'(12 FT) NORTH OF A TELEPHONE POLE AND 0.8 METER (25 FT) SOUTHWEST OF
 PA0609'THE RIGHT OF WAY FENCE.
 PA0609'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 PA0609'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB1178 ***********************************************************************
 QB1178  DESIGNATION -  B 701
 QB1178  PID         -  QB1178
 QB1178  STATE/COUNTY-  OR/MALHEUR
 QB1178  USGS QUAD   -  WILLOW CREEK (1988)
 QB1178
 QB1178                         *CURRENT SURVEY CONTROL
 QB1178  ___________________________________________________________________
 QB1178* NAD 83(1986)-  44 01 18.     (N)    117 15 26.     (W)     SCALED    
 QB1178* NAVD 88     -       690.060  (meters)    2263.97   (feet)  ADJUSTED  
 QB1178  ___________________________________________________________________
 QB1178  GEOID HEIGHT-         -17.96  (meters)                     GEOID03
 QB1178  DYNAMIC HT  -         689.840 (meters)    2263.25  (feet)  COMP
 QB1178  MODELED GRAV-     980,277.8   (mgal)                       NAVD 88
 QB1178
 QB1178  VERT ORDER  -  FIRST     CLASS II
 QB1178
 QB1178.The horizontal coordinates were scaled from a topographic map and have
 QB1178.an estimated accuracy of +/- 6 seconds.
 QB1178
 QB1178.The orthometric height was determined by differential leveling
 QB1178.and adjusted in June 1991.
 QB1178
 QB1178.The geoid height was determined by GEOID03.
 QB1178
 QB1178.The dynamic height is computed by dividing the NAVD 88
 QB1178.geopotential number by the normal gravity value computed on the
 QB1178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB1178.degrees latitude (g = 980.6199 gals.).
 QB1178
 QB1178.The modeled gravity was interpolated from observed gravity values.
 QB1178
 QB1178;                    North         East    Units  Estimated Accuracy
 QB1178;SPC OR S     -   266,640.    1,759,930.      MT  (+/- 180 meters Scaled)
 QB1178
 QB1178                          SUPERSEDED SURVEY CONTROL
 QB1178
 QB1178.No superseded survey control is available for this station.
 QB1178
 QB1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ793743(NAD 83)
 QB1178_MARKER: I = METAL ROD
 QB1178_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QB1178_SP_SET: STAINLESS STEEL ROD
 QB1178_STAMPING: B 701 1985
 QB1178_MARK LOGO: NGS   
 QB1178_PROJECTION: FLUSH
 QB1178_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QB1178_ROD/PIPE-DEPTH: 6.7  meters
 QB1178
 QB1178  HISTORY     - Date     Condition        Report By
 QB1178  HISTORY     - 1985     MONUMENTED       NGS
 QB1178
 QB1178                          STATION DESCRIPTION
 QB1178
 QB1178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QB1178'4.7 KM (2.9 MI) NW FROM VALE.
 QB1178'4.72 KM (2.93 MI) NORTHWEST ALONG US HIGHWAY 26 FROM THE JUNCTION OF
 QB1178'US HIGHWAY 20 AT VALE, IN THE NORTHWEST CORNER OF THE T JUNCTION OF A
 QB1178'DIRT DRIVEWAY LEADING WEST TO A HOUSE, 0.42 KM (0.26 MI) SOUTHEAST OF
 QB1178'THE T JUNCTION OF 3RD AVENUE EAST, 0.35 KM (0.22 MI) SOUTHEAST OF
 QB1178'MILEPOST 275, 11.9 METERS (39 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE,
 QB1178'8.5 METERS (28 FT) NORTH OF THE CENTER OF THE DRIVEWAY, 5.2 METERS
 QB1178'(17 FT) NORTHWEST OF A FENCE CORNER, 5.5 METERS (18 FT) WEST-NORTHWEST
 QB1178'OF THE NORTH END OF A CONCRETE PIPE CULVERT UNDER THE DRIVE AND
 QB1178'0.8 METER (2.5 FT) NORTHEAST OF A WOOD RAIL FENCE.  NOTE--ACCESS TO
 QB1178'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QB1178'THE MARK IS 0.5 METERS  SE FROM  A WITNESS POST
 QB1178'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB1150 ***********************************************************************
 QB1150  DESIGNATION -  B 702
 QB1150  PID         -  QB1150
 QB1150  STATE/COUNTY-  OR/MALHEUR
 QB1150  USGS QUAD   -  COW VALLEY EAST (1990)
 QB1150
 QB1150                         *CURRENT SURVEY CONTROL
 QB1150  ___________________________________________________________________
 QB1150* NAD 83(1986)-  44 16 13.     (N)    117 38 40.     (W)     SCALED    
 QB1150* NAVD 88     -      1188.053  (meters)    3897.80   (feet)  ADJUSTED  
 QB1150  ___________________________________________________________________
 QB1150  GEOID HEIGHT-         -17.41  (meters)                     GEOID03
 QB1150  DYNAMIC HT  -        1187.613 (meters)    3896.36  (feet)  COMP
 QB1150  MODELED GRAV-     980,206.7   (mgal)                       NAVD 88
 QB1150
 QB1150  VERT ORDER  -  FIRST     CLASS II
 QB1150
 QB1150.The horizontal coordinates were scaled from a topographic map and have
 QB1150.an estimated accuracy of +/- 6 seconds.
 QB1150
 QB1150.The orthometric height was determined by differential leveling
 QB1150.and adjusted in June 1991.
 QB1150
 QB1150.The geoid height was determined by GEOID03.
 QB1150
 QB1150.The dynamic height is computed by dividing the NAVD 88
 QB1150.geopotential number by the normal gravity value computed on the
 QB1150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB1150.degrees latitude (g = 980.6199 gals.).
 QB1150
 QB1150.The modeled gravity was interpolated from observed gravity values.
 QB1150
 QB1150;                    North         East    Units  Estimated Accuracy
 QB1150;SPC OR S     -   293,120.    1,727,970.      MT  (+/- 180 meters Scaled)
 QB1150
 QB1150                          SUPERSEDED SURVEY CONTROL
 QB1150
 QB1150.No superseded survey control is available for this station.
 QB1150
 QB1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK485020(NAD 83)
 QB1150_MARKER: I = METAL ROD
 QB1150_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QB1150+WITH SETTING: INFORMATION.
 QB1150_SP_SET: SHALLOW-SET METAL ROD
 QB1150_STAMPING: B 702 1985
 QB1150_MARK LOGO: NGS   
 QB1150_PROJECTION: FLUSH
 QB1150_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QB1150_ROD/PIPE-DEPTH: 2.1  meters
 QB1150
 QB1150  HISTORY     - Date     Condition        Report By
 QB1150  HISTORY     - 1985     MONUMENTED       NGS
 QB1150
 QB1150                          STATION DESCRIPTION
 QB1150
 QB1150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QB1150'11.8 KM (7.35 MI) NW FROM BROGAN.
 QB1150'11.78 KM (7.32 MI) NORTHWEST ALONG US HIGHWAY 26 FROM THE POST OFFICE
 QB1150'AT BROGAN, ON THE NORTHEAST SLOPE OF A HILL BETWEEN THE NORTH END OF A
 QB1150'CUT AND THE SOUTH END OF A SHORT FILL, 0.11 KM (0.07 MI) NORTH OF
 QB1150'MILEPOST 247, 18.6 METERS (61 FT) WEST OF THE HIGHWAY CENTERLINE,
 QB1150'18.1 METERS (59.5 FT) EAST OF THE RIGHT OF WAY FENCE AND 15.2 METERS
 QB1150'(50 FT) NORTH-NORTHWEST OF THE NORTH END OF THE CUT.  ROD SET TO
 QB1150'7-FOOT ANCHORED REFUSAL.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 QB1150'5-INCH LOGO CAP.
 QB1150'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 QB1150'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0773 ***********************************************************************
 QC0773  DESIGNATION -  B 703
 QC0773  PID         -  QC0773
 QC0773  STATE/COUNTY-  OR/BAKER
 QC0773  USGS QUAD   -  HEREFORD (1972)
 QC0773
 QC0773                         *CURRENT SURVEY CONTROL
 QC0773  ___________________________________________________________________
 QC0773* NAD 83(1986)-  44 23 44.     (N)    118 06 43.     (W)     SCALED    
 QC0773* NAVD 88     -      1245.398  (meters)    4085.94   (feet)  ADJUSTED  
 QC0773  ___________________________________________________________________
 QC0773  GEOID HEIGHT-         -17.52  (meters)                     GEOID03
 QC0773  DYNAMIC HT  -        1244.878 (meters)    4084.24  (feet)  COMP
 QC0773  MODELED GRAV-     980,157.5   (mgal)                       NAVD 88
 QC0773
 QC0773  VERT ORDER  -  FIRST     CLASS II
 QC0773
 QC0773.The horizontal coordinates were scaled from a topographic map and have
 QC0773.an estimated accuracy of +/- 6 seconds.
 QC0773
 QC0773.The orthometric height was determined by differential leveling
 QC0773.and adjusted in June 1991.
 QC0773
 QC0773.The geoid height was determined by GEOID03.
 QC0773
 QC0773.The dynamic height is computed by dividing the NAVD 88
 QC0773.geopotential number by the normal gravity value computed on the
 QC0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0773.degrees latitude (g = 980.6199 gals.).
 QC0773
 QC0773.The modeled gravity was interpolated from observed gravity values.
 QC0773
 QC0773;                    North         East    Units  Estimated Accuracy
 QC0773;SPC OR N     -    83,810.    2,690,230.      MT  (+/- 180 meters Scaled)
 QC0773
 QC0773                          SUPERSEDED SURVEY CONTROL
 QC0773
 QC0773.No superseded survey control is available for this station.
 QC0773
 QC0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK114164(NAD 83)
 QC0773_MARKER: DB = BENCH MARK DISK
 QC0773_SETTING: 66 = SET IN ROCK OUTCROP
 QC0773_SP_SET: ROCK OUTCROP
 QC0773_STAMPING: B 703 1985
 QC0773_MARK LOGO: NGS   
 QC0773_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QC0773+STABILITY: POSITION/ELEVATION WELL
 QC0773
 QC0773  HISTORY     - Date     Condition        Report By
 QC0773  HISTORY     - 1985     MONUMENTED       NGS
 QC0773
 QC0773                          STATION DESCRIPTION
 QC0773
 QC0773'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QC0773'9.7 KM (6.0 MI) SE FROM UNITY.
 QC0773'9.67 KM (6.0 MI) SOUTHEAST ALONG US HIGHWAY 26 FROM THE POST OFFICE AT
 QC0773'UNITY, IN TOP OF A 14 BY 22 FOOT PORTION OF GREY OUTCROP PROJECTING 3
 QC0773'FEET ABOVE THE SURFACE OF THE GROUND, IN THE MIDDLE OF A GRASS COVERED
 QC0773'FIELD, 0.80 KM (0.50 MI) SOUTH OF MILEPOST 218, 70.1 METERS (230 FT)
 QC0773'EAST OF THE HIGHWAY CENTERLINE, 60.4 METERS (198 FT) EAST OF THE RIGHT
 QC0773'OF WAY FENCE, 9.8 METERS (32 FT) WEST OF THE WEST BANK OF CAMP CREEK
 QC0773'AND 2.3 METERS (7.5 FT) WEST OF THE EAST EDGE OF THE OUTCROP.
 QC0773'THE MARK IS 0.4 METERS  S FROM  A WITNESS POST
 QC0773'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0749 ***********************************************************************
 QC0749  DESIGNATION -  B 704
 QC0749  PID         -  QC0749
 QC0749  STATE/COUNTY-  OR/GRANT
 QC0749  USGS QUAD   -  AUSTIN (1983)
 QC0749
 QC0749                         *CURRENT SURVEY CONTROL
 QC0749  ___________________________________________________________________
 QC0749* NAD 83(1986)-  44 34 32.     (N)    118 24 31.     (W)     SCALED    
 QC0749* NAVD 88     -      1318.167  (meters)    4324.69   (feet)  ADJUSTED  
 QC0749  ___________________________________________________________________
 QC0749  GEOID HEIGHT-         -17.36  (meters)                     GEOID03
 QC0749  DYNAMIC HT  -        1317.633 (meters)    4322.93  (feet)  COMP
 QC0749  MODELED GRAV-     980,166.8   (mgal)                       NAVD 88
 QC0749
 QC0749  VERT ORDER  -  FIRST     CLASS II
 QC0749
 QC0749.The horizontal coordinates were scaled from a topographic map and have
 QC0749.an estimated accuracy of +/- 6 seconds.
 QC0749
 QC0749.The orthometric height was determined by differential leveling
 QC0749.and adjusted in June 1991.
 QC0749
 QC0749.The geoid height was determined by GEOID03.
 QC0749
 QC0749.The dynamic height is computed by dividing the NAVD 88
 QC0749.geopotential number by the normal gravity value computed on the
 QC0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0749.degrees latitude (g = 980.6199 gals.).
 QC0749
 QC0749.The modeled gravity was interpolated from observed gravity values.
 QC0749
 QC0749;                    North         East    Units  Estimated Accuracy
 QC0749;SPC OR N     -   103,150.    2,666,090.      MT  (+/- 180 meters Scaled)
 QC0749
 QC0749                          SUPERSEDED SURVEY CONTROL
 QC0749
 QC0749.No superseded survey control is available for this station.
 QC0749
 QC0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK881367(NAD 83)
 QC0749_MARKER: DB = BENCH MARK DISK
 QC0749_SETTING: 66 = SET IN ROCK OUTCROP
 QC0749_SP_SET: ROCK OUTCROP
 QC0749_STAMPING: B 704 1985
 QC0749_MARK LOGO: NGS   
 QC0749_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QC0749+STABILITY: POSITION/ELEVATION WELL
 QC0749
 QC0749  HISTORY     - Date     Condition        Report By
 QC0749  HISTORY     - 1985     MONUMENTED       NGS
 QC0749
 QC0749                          STATION DESCRIPTION
 QC0749
 QC0749'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QC0749'25.9 KM (16.1 MI) NW FROM UNITY.
 QC0749'25.88 KM (16.08 MI) NORTHWEST ALONG US HIGHWAY 26 FROM THE POST OFFICE
 QC0749'AT UNITY, IN TOP OF A 1 BY 1 FOOT FLAT PORTION OF OUTCROP AT THE BASE
 QC0749'OF A TALL LAVA ROCK CUT, 0.62 KM (0.39 MI) WEST OF MILEPOST 196, 7.5
 QC0749'METERS (24.5 FT) SOUTH OF THE HIGHWAY CENTERLINE, 57.6 METERS (189 FT)
 QC0749'EAST OF THE INTERSECTION OF A Y JUNCTION LEADING NORTHEAST FOR THE
 QC0749'ABANDONED HIGHWAY AND 42.7 METERS (140 FT) WEST OF THE CENTER OF THE Y
 QC0749'JUNCTION OF A DIRT ROAD LEADING SOUTHEAST.
 QC0749'THE MARK IS 0.1 METERS  NW FROM  A WITNESS POST
 QC0749'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0623 ***********************************************************************
 PA0623  DESIGNATION -  B 705
 PA0623  PID         -  PA0623
 PA0623  STATE/COUNTY-  OR/HARNEY
 PA0623  USGS QUAD   -  BURNS (1960)
 PA0623
 PA0623                         *CURRENT SURVEY CONTROL
 PA0623  ___________________________________________________________________
 PA0623* NAD 83(1986)-  43 36 58.     (N)    119 01 12.     (W)     SCALED    
 PA0623* NAVD 88     -      1268.601  (meters)    4162.07   (feet)  ADJUSTED  
 PA0623  ___________________________________________________________________
 PA0623  GEOID HEIGHT-         -18.98  (meters)                     GEOID03
 PA0623  DYNAMIC HT  -        1267.993 (meters)    4160.07  (feet)  COMP
 PA0623  MODELED GRAV-     980,096.5   (mgal)                       NAVD 88
 PA0623
 PA0623  VERT ORDER  -  FIRST     CLASS II
 PA0623
 PA0623.The horizontal coordinates were scaled from a topographic map and have
 PA0623.an estimated accuracy of +/- 6 seconds.
 PA0623
 PA0623.The orthometric height was determined by differential leveling
 PA0623.and adjusted in June 1991.
 PA0623
 PA0623.The geoid height was determined by GEOID03.
 PA0623
 PA0623.The dynamic height is computed by dividing the NAVD 88
 PA0623.geopotential number by the normal gravity value computed on the
 PA0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0623.degrees latitude (g = 980.6199 gals.).
 PA0623
 PA0623.The modeled gravity was interpolated from observed gravity values.
 PA0623
 PA0623;                    North         East    Units  Estimated Accuracy
 PA0623;SPC OR S     -   217,610.    1,619,450.      MT  (+/- 180 meters Scaled)
 PA0623
 PA0623                          SUPERSEDED SURVEY CONTROL
 PA0623
 PA0623.No superseded survey control is available for this station.
 PA0623
 PA0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ370312(NAD 83)
 PA0623_MARKER: I = METAL ROD
 PA0623_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PA0623_SP_SET: STAINLESS STEEL ROD
 PA0623_STAMPING: B 705 1985
 PA0623_MARK LOGO: NGS   
 PA0623_PROJECTION: FLUSH
 PA0623_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PA0623_ROD/PIPE-DEPTH: 8.5  meters
 PA0623
 PA0623  HISTORY     - Date     Condition        Report By
 PA0623  HISTORY     - 1985     MONUMENTED       NGS
 PA0623
 PA0623                          STATION DESCRIPTION
 PA0623
 PA0623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PA0623'4.6 KM (2.85 MI) NE FROM BURNS.
 PA0623'4.6 KM (2.85 MI) NORTHEAST ALONG US HIGHWAY 395 FROM THE POST OFFICE
 PA0623'AT BURNS, AT A PAVED ROAD LEADING WEST-NORTHWEST, ON THE PROPERTY OF
 PA0623'THE WHITE HEREFORD RANCH, AT THE SOUTHEAST CORNER OF A CORRAL, 0.24 KM
 PA0623'(0.15 MI) NORTH OF THE JUNCTION OF US HIGHWAY 395 AND US HIGHWAY 20,
 PA0623'22.0 METERS (72.2 FT) WEST-SOUTHWEST OF THE HIGHWAY CENTERLINE, 23.2
 PA0623'METERS (76.2 FT) NORTH OF A POWER POLE WITH ONE TRANSFORMER, 22.9
 PA0623'METERS (75.2 FT) NORTHEAST OF THE CENTER OF THE PAVED ROAD, 8.2 METERS
 PA0623'(27 FT) WEST-NORTHWEST OF A FENCE CORNER AND 3.0 METERS (10 FT)
 PA0623'SOUTHEAST OF A POWER POLE WITH AN ELECTRIC METER.  NOTE--ACCESS TO
 PA0623'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PA0623'THE MARK IS 0.15 METERS  SE FROM  A WITNESS POST
 PA0623'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0650 ***********************************************************************
 PA0650  DESIGNATION -  B 706
 PA0650  PID         -  PA0650
 PA0650  STATE/COUNTY-  OR/HARNEY
 PA0650  USGS QUAD   -  TROUT CREEK (1990)
 PA0650
 PA0650                         *CURRENT SURVEY CONTROL
 PA0650  ___________________________________________________________________
 PA0650* NAD 83(1986)-  43 54 49.     (N)    118 55 58.     (W)     SCALED    
 PA0650* NAVD 88     -      1396.972  (meters)    4583.23   (feet)  ADJUSTED  
 PA0650  ___________________________________________________________________
 PA0650  GEOID HEIGHT-         -18.23  (meters)                     GEOID03
 PA0650  DYNAMIC HT  -        1396.299 (meters)    4581.02  (feet)  COMP
 PA0650  MODELED GRAV-     980,088.5   (mgal)                       NAVD 88
 PA0650
 PA0650  VERT ORDER  -  FIRST     CLASS II
 PA0650
 PA0650.The horizontal coordinates were scaled from a topographic map and have
 PA0650.an estimated accuracy of +/- 6 seconds.
 PA0650
 PA0650.The orthometric height was determined by differential leveling
 PA0650.and adjusted in June 1991.
 PA0650
 PA0650.The geoid height was determined by GEOID03.
 PA0650
 PA0650.The dynamic height is computed by dividing the NAVD 88
 PA0650.geopotential number by the normal gravity value computed on the
 PA0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0650.degrees latitude (g = 980.6199 gals.).
 PA0650
 PA0650.The modeled gravity was interpolated from observed gravity values.
 PA0650
 PA0650;                    North         East    Units  Estimated Accuracy
 PA0650;SPC OR S     -   250,780.    1,625,870.      MT  (+/- 180 meters Scaled)
 PA0650
 PA0650                          SUPERSEDED SURVEY CONTROL
 PA0650
 PA0650.No superseded survey control is available for this station.
 PA0650
 PA0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ448640(NAD 83)
 PA0650_MARKER: I = METAL ROD
 PA0650_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PA0650+WITH SETTING: INFORMATION.
 PA0650_SP_SET: SHALLOW-SET METAL ROD
 PA0650_STAMPING: B 706 1985
 PA0650_MARK LOGO: NGS   
 PA0650_PROJECTION: FLUSH
 PA0650_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PA0650_ROD/PIPE-DEPTH: 0.91 meters
 PA0650
 PA0650  HISTORY     - Date     Condition        Report By
 PA0650  HISTORY     - 1985     MONUMENTED       NGS
 PA0650
 PA0650                          STATION DESCRIPTION
 PA0650
 PA0650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PA0650'14.0 KM (8.7 MI) SOUTH FROM SILVIES.
 PA0650'14.0 KM (8.65 MI) SOUTH ALONG US HIGHWAY 395 FROM THE GENERAL STORE AT
 PA0650'SILVIES, AT THE JUNCTION OF A US FOREST SERVICE ROAD 1880 LEADING
 PA0650'WEST, 9.6 METERS (31.4 FT) EAST OF THE HIGHWAY CENTERLINE, 10.6 METERS
 PA0650'(34.7 FT) NORTH OF THE CENTER OF A WIRE GATE, 9.5 METERS (31.3 FT)
 PA0650'NORTH OF THE EXTENDED CENTER OF THE ROAD AND 0.3 METER (1 FT) WEST OF
 PA0650'THE FENCE.  ROD SET TO 3 FOOT ANCHORED REFUSAL.  NOTE--ACCESS TO DATUM
 PA0650'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PA0650'THE MARK IS 0.31 METERS  W FROM  A WITNESS POST
 PA0650'THE MARK IS 0.61 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0725 ***********************************************************************
 QC0725  DESIGNATION -  B 707
 QC0725  PID         -  QC0725
 QC0725  STATE/COUNTY-  OR/GRANT
 QC0725  USGS QUAD   -  PRAIRIE CITY (1996)
 QC0725
 QC0725                         *CURRENT SURVEY CONTROL
 QC0725  ___________________________________________________________________
 QC0725* NAD 83(1986)-  44 27 50.     (N)    118 40 00.     (W)     SCALED    
 QC0725* NAVD 88     -      1131.326  (meters)    3711.69   (feet)  ADJUSTED  
 QC0725  ___________________________________________________________________
 QC0725  GEOID HEIGHT-         -17.81  (meters)                     GEOID03
 QC0725  DYNAMIC HT  -        1130.891 (meters)    3710.26  (feet)  COMP
 QC0725  MODELED GRAV-     980,194.8   (mgal)                       NAVD 88
 QC0725
 QC0725  VERT ORDER  -  FIRST     CLASS II
 QC0725
 QC0725.The horizontal coordinates were scaled from a topographic map and have
 QC0725.an estimated accuracy of +/- 6 seconds.
 QC0725
 QC0725.The orthometric height was determined by differential leveling
 QC0725.and adjusted in June 1991.
 QC0725
 QC0725.The geoid height was determined by GEOID03.
 QC0725
 QC0725.The dynamic height is computed by dividing the NAVD 88
 QC0725.geopotential number by the normal gravity value computed on the
 QC0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0725.degrees latitude (g = 980.6199 gals.).
 QC0725
 QC0725.The modeled gravity was interpolated from observed gravity values.
 QC0725
 QC0725;                    North         East    Units  Estimated Accuracy
 QC0725;SPC OR N     -    90,250.    2,645,880.      MT  (+/- 180 meters Scaled)
 QC0725
 QC0725                          SUPERSEDED SURVEY CONTROL
 QC0725
 QC0725.No superseded survey control is available for this station.
 QC0725
 QC0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK674247(NAD 83)
 QC0725_MARKER: DV = VERTICAL CONTROL DISK
 QC0725_SETTING: 66 = SET IN ROCK OUTCROP
 QC0725_SP_SET: ROCK OUTCROP
 QC0725_STAMPING: B 707 1985
 QC0725_MARK LOGO: NGS   
 QC0725_MAGNETIC: N = NO MAGNETIC MATERIAL
 QC0725_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QC0725+STABILITY: POSITION/ELEVATION WELL
 QC0725
 QC0725  HISTORY     - Date     Condition        Report By
 QC0725  HISTORY     - 1985     MONUMENTED       NGS
 QC0725  HISTORY     - 19930520 GOOD             NGS
 QC0725
 QC0725                          STATION DESCRIPTION
 QC0725
 QC0725'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QC0725'3.7 KM (2.3 MI) NE FROM PRAIRIE CITY.
 QC0725'3.71 KM (2.30 MI) NORTHEAST ALONG US HIGHWAY 26 FROM THE POST OFFICE
 QC0725'AT PRAIRIE CITY, IN THE TOP OF A 2 BY 5 FOOT FLAT TOPPED PORTION OF
 QC0725'OUTCROP, 0.82 KM (0.51 MI) NORTHEAST OF MILEPOST 177, 8.2 METERS
 QC0725'(27 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 45.4 METERS (149 FT)
 QC0725'SOUTHWEST OF THE NORTHEAST END OF THE CUT, 19.8 METERS (65 FT)
 QC0725'SOUTHEAST OF THE RIGHT OF WAY FENCE AND 17.4 METERS (57 FT) NORTHEAST
 QC0725'OF THE NORTHWEST END OF A 18-INCH PIPE CULVERT.
 QC0725'THE MARK IS 0.4 METERS  SW FROM  A WITNESS POST
 QC0725'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 QC0725
 QC0725                          STATION RECOVERY (1993)
 QC0725
 QC0725'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (LLR)
 QC0725'THE MARK WAS RECOVERED IN GOOD CONDITION, HOWEVER IT IS IN THE WAY OF
 QC0725'CONCTRUCTION AND WILL PROBABLY BE DESTROYED IN THE FALL OF 1993.  A
 QC0725'RESET MARK WAS SET ABOUT 50 METERS (164.0 FT) SOUTH. DESCRIBED BT L.L.
 QC0725'RIGGERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0809 ***********************************************************************
 QC0809  DESIGNATION -  B 708
 QC0809  PID         -  QC0809
 QC0809  STATE/COUNTY-  OR/GRANT
 QC0809  USGS QUAD   -  CANYON MTN (1983)
 QC0809
 QC0809                         *CURRENT SURVEY CONTROL
 QC0809  ___________________________________________________________________
 QC0809* NAD 83(1986)-  44 16 49.     (N)    118 57 52.     (W)     SCALED    
 QC0809* NAVD 88     -      1324.619  (meters)    4345.85   (feet)  ADJUSTED  
 QC0809  ___________________________________________________________________
 QC0809  GEOID HEIGHT-         -18.02  (meters)                     GEOID03
 QC0809  DYNAMIC HT  -        1324.060 (meters)    4344.02  (feet)  COMP
 QC0809  MODELED GRAV-     980,149.7   (mgal)                       NAVD 88
 QC0809
 QC0809  VERT ORDER  -  FIRST     CLASS II
 QC0809
 QC0809.The horizontal coordinates were scaled from a topographic map and have
 QC0809.an estimated accuracy of +/- 6 seconds.
 QC0809
 QC0809.The orthometric height was determined by differential leveling
 QC0809.and adjusted in June 1991.
 QC0809
 QC0809.The geoid height was determined by GEOID03.
 QC0809
 QC0809.The dynamic height is computed by dividing the NAVD 88
 QC0809.geopotential number by the normal gravity value computed on the
 QC0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0809.degrees latitude (g = 980.6199 gals.).
 QC0809
 QC0809.The modeled gravity was interpolated from observed gravity values.
 QC0809
 QC0809;                    North         East    Units  Estimated Accuracy
 QC0809;SPC OR N     -    69,350.    2,622,570.      MT  (+/- 180 meters Scaled)
 QC0809
 QC0809                          SUPERSEDED SURVEY CONTROL
 QC0809
 QC0809.No superseded survey control is available for this station.
 QC0809
 QC0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK432048(NAD 83)
 QC0809_MARKER: DB = BENCH MARK DISK
 QC0809_SETTING: 66 = SET IN ROCK OUTCROP
 QC0809_SP_SET: ROCK OUTCROP
 QC0809_STAMPING: B 708 1985
 QC0809_MARK LOGO: NGS   
 QC0809_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QC0809+STABILITY: POSITION/ELEVATION WELL
 QC0809
 QC0809  HISTORY     - Date     Condition        Report By
 QC0809  HISTORY     - 1985     MONUMENTED       NGS
 QC0809
 QC0809                          STATION DESCRIPTION
 QC0809
 QC0809'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QC0809'16.5 KM (10.25 MI) SOUTH FROM CANYON CITY.
 QC0809'16.47 KM (10.24 MI) SOUTH ALONG US HIGHWAY 395 FROM THE POST OFFICE AT
 QC0809'CANYON CITY, AT THE SOUTHWEST END OF A SHARP CURVE, IN TOP OF THE
 QC0809'ABRUPT SOUTHEAST EDGE OF THE STEEP SLOPING FACE OF MASSIVE OUTCROP IN
 QC0809'A CUT, 0.35 KM (0.22 MI) SOUTH OF MILEPOST 12, 6.9 METERS (22.5 FT)
 QC0809'NORTHWEST OF THE HIGHWAY CENTERLINE, 47.1 METERS (154.6 FT) WEST OF
 QC0809'THE SOUTHWEST END OF A GUARD RAIL, 15.4 METERS (50.5 FT)
 QC0809'WEST-NORTHWEST OF A REST AREA 1 MILE SIGN.
 QC0809'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 QC0809'THE MARK IS 1.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0150 ***********************************************************************
 QC0150  DESIGNATION -  B 71
 QC0150  PID         -  QC0150
 QC0150  STATE/COUNTY-  OR/GRANT
 QC0150  USGS QUAD   -  SENECA (1990)
 QC0150
 QC0150                         *CURRENT SURVEY CONTROL
 QC0150  ___________________________________________________________________
 QC0150* NAD 83(1986)-  44 08 03.     (N)    118 58 21.     (W)     SCALED    
 QC0150* NAVD 88     -      1423.368  (meters)    4669.83   (feet)  ADJUSTED  
 QC0150  ___________________________________________________________________
 QC0150  GEOID HEIGHT-         -18.11  (meters)                     GEOID03
 QC0150  DYNAMIC HT  -        1422.704 (meters)    4667.65  (feet)  COMP
 QC0150  MODELED GRAV-     980,101.9   (mgal)                       NAVD 88
 QC0150
 QC0150  VERT ORDER  -  FIRST     CLASS II
 QC0150
 QC0150.The horizontal coordinates were scaled from a topographic map and have
 QC0150.an estimated accuracy of +/- 6 seconds.
 QC0150
 QC0150.The orthometric height was determined by differential leveling
 QC0150.and adjusted in June 1991.
 QC0150
 QC0150.The geoid height was determined by GEOID03.
 QC0150
 QC0150.The dynamic height is computed by dividing the NAVD 88
 QC0150.geopotential number by the normal gravity value computed on the
 QC0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0150.degrees latitude (g = 980.6199 gals.).
 QC0150
 QC0150.The modeled gravity was interpolated from observed gravity values.
 QC0150
 QC0150;                    North         East    Units  Estimated Accuracy
 QC0150;SPC OR N     -    53,110.    2,622,240.      MT  (+/- 180 meters Scaled)
 QC0150
 QC0150                          SUPERSEDED SURVEY CONTROL
 QC0150
 QC0150  NGVD 29 (??/??/92) 1422.107  (m)         4665.70   (f) ADJ UNCH    1 2
 QC0150
 QC0150.Superseded values are not recommended for survey control.
 QC0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0150.See file dsdata.txt to determine how the superseded data were derived.
 QC0150
 QC0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ422886(NAD 83)
 QC0150_MARKER: DD = SURVEY DISK
 QC0150_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QC0150_SP_SET: SIDEWALK
 QC0150_STAMPING: B 71 1931
 QC0150_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QC0150
 QC0150  HISTORY     - Date     Condition        Report By
 QC0150  HISTORY     - 1931     MONUMENTED       USFS
 QC0150  HISTORY     - 1962     GOOD             NGS
 QC0150  HISTORY     - 1985     MARK NOT FOUND   NGS
 QC0150
 QC0150                          STATION DESCRIPTION
 QC0150
 QC0150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 QC0150'IN SENECA.
 QC0150'ABOUT 1-FOOT NORTH AND 9-INCHES EAST OF THE SOUTHEAST CORNER OF THE
 QC0150'ONLY LARGE, BRICK, STORE BUILDING IN THE TOWN OF SENECA.  THIS
 QC0150'BUILDING IS NOW BEING USED FOR A GENERAL STORE.  BENCH MARK IS ABOUT
 QC0150'15 INCHES NORTH OF THE SOUTH END OF THE CONCRETE SIDEWALK AND ABOUT 3
 QC0150'INCHES NORTH OF BENCH MARK 4667 (U.S.B.P.R.).
 QC0150
 QC0150                          STATION RECOVERY (1985)
 QC0150
 QC0150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QC0150'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1079 ***********************************************************************
 SC1079  DESIGNATION -  B 710
 SC1079  PID         -  SC1079
 SC1079  STATE/COUNTY-  OR/CLATSOP
 SC1079  USGS QUAD   -  CATHLAMET (1985)
 SC1079
 SC1079                         *CURRENT SURVEY CONTROL
 SC1079  ___________________________________________________________________
 SC1079* NAD 83(1986)-  46 09 20.     (N)    123 25 11.     (W)     SCALED    
 SC1079* NAVD 88     -        63.095  (meters)     207.00   (feet)  ADJUSTED  
 SC1079  ___________________________________________________________________
 SC1079  GEOID HEIGHT-         -21.36  (meters)                     GEOID03
 SC1079  DYNAMIC HT  -          63.102 (meters)     207.03  (feet)  COMP
 SC1079  MODELED GRAV-     980,736.1   (mgal)                       NAVD 88
 SC1079
 SC1079  VERT ORDER  -  FIRST     CLASS II
 SC1079
 SC1079.The horizontal coordinates were scaled from a topographic map and have
 SC1079.an estimated accuracy of +/- 6 seconds.
 SC1079
 SC1079.The orthometric height was determined by differential leveling
 SC1079.and adjusted in June 1991.
 SC1079
 SC1079.The geoid height was determined by GEOID03.
 SC1079
 SC1079.The dynamic height is computed by dividing the NAVD 88
 SC1079.geopotential number by the normal gravity value computed on the
 SC1079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC1079.degrees latitude (g = 980.6199 gals.).
 SC1079
 SC1079.The modeled gravity was interpolated from observed gravity values.
 SC1079
 SC1079;                    North         East    Units  Estimated Accuracy
 SC1079;SPC OR N     -   280,660.    2,274,500.      MT  (+/- 180 meters Scaled)
 SC1079
 SC1079                          SUPERSEDED SURVEY CONTROL
 SC1079
 SC1079.No superseded survey control is available for this station.
 SC1079
 SC1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS675114(NAD 83)
 SC1079_MARKER: I = METAL ROD
 SC1079_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SC1079_SP_SET: STAINLESS STEEL ROD
 SC1079_STAMPING: B 710 1987
 SC1079_MARK LOGO: NGS   
 SC1079_PROJECTION: FLUSH
 SC1079_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SC1079+STABILITY: POSITION/ELEVATION WELL
 SC1079_ROD/PIPE-DEPTH: 6.1  meters
 SC1079
 SC1079  HISTORY     - Date     Condition        Report By
 SC1079  HISTORY     - 1987     MONUMENTED       NGS
 SC1079  HISTORY     - 20060614 GOOD             COAST
 SC1079
 SC1079                          STATION DESCRIPTION
 SC1079
 SC1079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SC1079'36.7 KM (22.80 MI) EAST FROM ASRORIA.
 SC1079'36.7 KM (22.80 MI) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION
 SC1079'OF 16TH STREET IN ASTORIA, 46.4 M (152.2 FT) NORTHEAST OF THE
 SC1079'CENTERLINE OF THE HIGHWAY, 7.5 M (24.6 FT) EAST OF THE CENTER OF A
 SC1079'PAVED ROAD LEADING NORTH, 7.3 M (24.0 FT) SOUTHEAST OF THE CENTER OF
 SC1079'AN ENTRANCE ROAD LEADING TO THE CROWN ZELLERBACH CORPORATION, AND 0.5
 SC1079'M (1.6 FT) NORTHEAST OF A FENCE CORNER.  NOTE--ACCESS TO DATUM POINT
 SC1079'IS HAD THROUGH A 5-INCH LOGO CAP.
 SC1079'THE MARK IS 0.5 METERS  NW FROM  A WITNESS POST AND FENCE
 SC1079'THE MARK IS ABOVE LEVEL WITH THE ENTRANCE ROAD.
 SC1079
 SC1079                          STATION RECOVERY (2006)
 SC1079
 SC1079'RECOVERY NOTE BY COAST SURVEYING INCORPORATED 2006 (CC)
 SC1079'MARK IS AT THE EAST EDGE OF PAVEMENT LEADING THE WESTERNMOST GATE OF
 SC1079'TWO DOUBLE GATES AT WAUNA MILL 'GATE 9'.  THE MARK IS 32 FEET SOUTH OF
 SC1079'A 7 FOOT LONG FENCE SECTION BETWEEN THE TWO GATES, AND BEARS SOUTH
 SC1079'34 DEGREES EAST 37 FEET FROM A FENCE CORNER.
 SC1079' 
 SC1079'WITNESS POST AND LID TO MONUMENT BOX ARE MISSING.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1424 ***********************************************************************
 RD1424  DESIGNATION -  B 711
 RD1424  PID         -  RD1424
 RD1424  STATE/COUNTY-  OR/CLATSOP
 RD1424  USGS QUAD   -  TILLAMOOK HEAD (1973)
 RD1424
 RD1424                         *CURRENT SURVEY CONTROL
 RD1424  ___________________________________________________________________
 RD1424* NAD 83(1986)-  45 56 03.     (N)    123 54 46.     (W)     SCALED    
 RD1424* NAVD 88     -        21.573  (meters)      70.78   (feet)  ADJUSTED  
 RD1424  ___________________________________________________________________
 RD1424  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 RD1424  DYNAMIC HT  -          21.574 (meters)      70.78  (feet)  COMP
 RD1424  MODELED GRAV-     980,695.9   (mgal)                       NAVD 88
 RD1424
 RD1424  VERT ORDER  -  FIRST     CLASS II
 RD1424
 RD1424.The horizontal coordinates were scaled from a topographic map and have
 RD1424.an estimated accuracy of +/- 6 seconds.
 RD1424
 RD1424.The orthometric height was determined by differential leveling
 RD1424.and adjusted in June 1991.
 RD1424
 RD1424.The geoid height was determined by GEOID03.
 RD1424
 RD1424.The dynamic height is computed by dividing the NAVD 88
 RD1424.geopotential number by the normal gravity value computed on the
 RD1424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1424.degrees latitude (g = 980.6199 gals.).
 RD1424
 RD1424.The modeled gravity was interpolated from observed gravity values.
 RD1424
 RD1424;                    North         East    Units  Estimated Accuracy
 RD1424;SPC OR N     -   257,570.    2,235,410.      MT  (+/- 180 meters Scaled)
 RD1424
 RD1424                          SUPERSEDED SURVEY CONTROL
 RD1424
 RD1424.No superseded survey control is available for this station.
 RD1424
 RD1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR292871(NAD 83)
 RD1424_MARKER: I = METAL ROD
 RD1424_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RD1424_SP_SET: STAINLESS STEEL ROD
 RD1424_STAMPING: B 711 1987
 RD1424_MARK LOGO: NGS   
 RD1424_PROJECTION: FLUSH
 RD1424_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RD1424+STABILITY: POSITION/ELEVATION WELL
 RD1424_ROD/PIPE-DEPTH: 4.9  meters
 RD1424
 RD1424  HISTORY     - Date     Condition        Report By
 RD1424  HISTORY     - 1987     MONUMENTED       NGS
 RD1424  HISTORY     - 1987     GOOD             USPSQD
 RD1424  HISTORY     - 20000228 GOOD             USPSQD
 RD1424
 RD1424                          STATION DESCRIPTION
 RD1424
 RD1424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 RD1424'7.3 KM (4.55 MI) SE FROM SEASIDE.
 RD1424'6.2 KM (3.85 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM ITS JUNCTION
 RD1424'WITH BROADWAY AVENUE IN SEASIDE, THENCE 1.1 KM (0.70 MI)
 RD1424'SOUTHEASTERLY ALONG U.S. HIGHWAY 26, 9.9 M (32.5 FT) NORTH-NORTHEAST
 RD1424'OF THE CENTERLINE OF THE HIGHWAY, 8.9 M (29.2 FT) WEST-NORTHWEST OF
 RD1424'THE CENTER OF A WOOD GATE, AND 1.0 M (3.3 FT) WEST OF UTILITY POLE
 RD1424'NUMBER 102500.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 RD1424'LOGO CAP.
 RD1424'THE MARK IS 0.3 METERS  SSW FROM  A WITNESS POST AND FENCE
 RD1424'THE MARK IS 0.2 M BELOW THE HIGHWAY.
 RD1424
 RD1424                          STATION RECOVERY (1987)
 RD1424
 RD1424'RECOVERY NOTE BY US POWER SQUADRON 1987 (GAN)
 RD1424'RECOVERED IN GOOD CONDITION.
 RD1424
 RD1424                          STATION RECOVERY (2000)
 RD1424
 RD1424'RECOVERY NOTE BY US POWER SQUADRON 2000
 RD1424'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1036 ***********************************************************************
 SC1036  DESIGNATION -  B 712
 SC1036  PID         -  SC1036
 SC1036  STATE/COUNTY-  OR/CLATSOP
 SC1036  USGS QUAD   -  GEARHART (1973)
 SC1036
 SC1036                         *CURRENT SURVEY CONTROL
 SC1036  ___________________________________________________________________
 SC1036* NAD 83(1986)-  46 01 24.     (N)    123 54 42.     (W)     SCALED    
 SC1036* NAVD 88     -         7.095  (meters)      23.28   (feet)  ADJUSTED  
 SC1036  ___________________________________________________________________
 SC1036  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 SC1036  DYNAMIC HT  -           7.096 (meters)      23.28  (feet)  COMP
 SC1036  MODELED GRAV-     980,705.2   (mgal)                       NAVD 88
 SC1036
 SC1036  VERT ORDER  -  FIRST     CLASS II
 SC1036
 SC1036.The horizontal coordinates were scaled from a topographic map and have
 SC1036.an estimated accuracy of +/- 6 seconds.
 SC1036
 SC1036.The orthometric height was determined by differential leveling
 SC1036.and adjusted in June 1991.
 SC1036
 SC1036.The geoid height was determined by GEOID03.
 SC1036
 SC1036.The dynamic height is computed by dividing the NAVD 88
 SC1036.geopotential number by the normal gravity value computed on the
 SC1036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC1036.degrees latitude (g = 980.6199 gals.).
 SC1036
 SC1036.The modeled gravity was interpolated from observed gravity values.
 SC1036
 SC1036;                    North         East    Units  Estimated Accuracy
 SC1036;SPC OR N     -   267,470.    2,235,910.      MT  (+/- 180 meters Scaled)
 SC1036
 SC1036                          SUPERSEDED SURVEY CONTROL
 SC1036
 SC1036.No superseded survey control is available for this station.
 SC1036
 SC1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR294970(NAD 83)
 SC1036_MARKER: I = METAL ROD
 SC1036_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SC1036_SP_SET: STAINLESS STEEL ROD
 SC1036_STAMPING: B 712 1987
 SC1036_MARK LOGO: NGS   
 SC1036_PROJECTION: FLUSH
 SC1036_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SC1036+STABILITY: POSITION/ELEVATION WELL
 SC1036_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC1036+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2006
 SC1036_ROD/PIPE-DEPTH: 14.0 meters
 SC1036
 SC1036  HISTORY     - Date     Condition        Report By
 SC1036  HISTORY     - 1987     MONUMENTED       NGS
 SC1036  HISTORY     - 1987     GOOD             USPSQD
 SC1036  HISTORY     - 20000307 GOOD             USPSQD
 SC1036  HISTORY     - 20040424 GOOD             GEOCAC
 SC1036  HISTORY     - 20060204 GOOD             USPSQD
 SC1036
 SC1036                          STATION DESCRIPTION
 SC1036
 SC1036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SC1036'3.6 KM (2.25 MI) NORTH FROM SEASIDE.
 SC1036'3.6 KM (2.25 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM ITS JUNCTION
 SC1036'WITH BROADWAY AVENUE IN SEASIDE, AT THE INTERSECTION OF PACIFIC WAY
 SC1036'IN THE VILLAGE OF GEARHART, 82.9 M (272.0 FT) SOUTH OF THE CENTERLINE
 SC1036'OF PACIFIC WAY, 9.9 M (32.5 FT) WEST OF THE CENTERLINE OF THE
 SC1036'HIGHWAY, AND 0.9 M (3.0 FT) SOUTH-SOUTHEAST OF UTILITY POLE NUMBER
 SC1036'104813.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 SC1036'CAP.
 SC1036'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 SC1036'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 SC1036
 SC1036                          STATION RECOVERY (1987)
 SC1036
 SC1036'RECOVERY NOTE BY US POWER SQUADRON 1987 (GAN)
 SC1036'RECOVERED IN GOOD CONDITION.
 SC1036
 SC1036                          STATION RECOVERY (2000)
 SC1036
 SC1036'RECOVERY NOTE BY US POWER SQUADRON 2000
 SC1036'RECOVERED IN GOOD CONDITION.
 SC1036
 SC1036                          STATION RECOVERY (2004)
 SC1036
 SC1036'RECOVERY NOTE BY GEOCACHING 2004 (RRM)
 SC1036'RECOVERED IN GOOD CONDITION.
 SC1036' 
 SC1036'HANDHELD GPS COORDINATES N 46 01 24.6 W 123 54 42.1
 SC1036
 SC1036                          STATION RECOVERY (2006)
 SC1036
 SC1036'RECOVERY NOTE BY US POWER SQUADRON 2006 (DMJ)
 SC1036'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1473 ***********************************************************************
 RD1473  DESIGNATION -  B 713
 RD1473  PID         -  RD1473
 RD1473  STATE/COUNTY-  OR/TILLAMOOK
 RD1473  USGS QUAD   -  NESTUCCA BAY (1985)
 RD1473
 RD1473                         *CURRENT SURVEY CONTROL
 RD1473  ___________________________________________________________________
 RD1473* NAD 83(1986)-  45 09 41.     (N)    123 56 11.     (W)     SCALED    
 RD1473* NAVD 88     -         6.675  (meters)      21.90   (feet)  ADJUSTED  
 RD1473  ___________________________________________________________________
 RD1473  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 RD1473  DYNAMIC HT  -           6.675 (meters)      21.90  (feet)  COMP
 RD1473  MODELED GRAV-     980,660.9   (mgal)                       NAVD 88
 RD1473
 RD1473  VERT ORDER  -  FIRST     CLASS II
 RD1473
 RD1473.The horizontal coordinates were scaled from a topographic map and have
 RD1473.an estimated accuracy of +/- 6 seconds.
 RD1473
 RD1473.The orthometric height was determined by differential leveling
 RD1473.and adjusted in June 1991.
 RD1473
 RD1473.The geoid height was determined by GEOID03.
 RD1473
 RD1473.The dynamic height is computed by dividing the NAVD 88
 RD1473.geopotential number by the normal gravity value computed on the
 RD1473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1473.degrees latitude (g = 980.6199 gals.).
 RD1473
 RD1473.The modeled gravity was interpolated from observed gravity values.
 RD1473
 RD1473;                    North         East    Units  Estimated Accuracy
 RD1473;SPC OR N     -   171,840.    2,229,920.      MT  (+/- 180 meters Scaled)
 RD1473
 RD1473                          SUPERSEDED SURVEY CONTROL
 RD1473
 RD1473.No superseded survey control is available for this station.
 RD1473
 RD1473_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR264013(NAD 83)
 RD1473_MARKER: DB = BENCH MARK DISK
 RD1473_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RD1473_SP_SET: RETAINING WALL
 RD1473_STAMPING: B 713 1987
 RD1473_MARK LOGO: NGS   
 RD1473_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RD1473
 RD1473  HISTORY     - Date     Condition        Report By
 RD1473  HISTORY     - 1987     MONUMENTED       NGS
 RD1473
 RD1473                          STATION DESCRIPTION
 RD1473
 RD1473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 RD1473'28.5 KM (17.70 MI) NORTH FROM LINCOLN CITY.
 RD1473'28.5 KM (17.70 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE DELAKE
 RD1473'SCHOOL IN LINCOLN CITY, IN TOP OF AND 1.7 M (5.6 FT) WEST OF THE EAST
 RD1473'END OF THE NORTH RETAINING WALL OF THE BRIDGE SPANNING THE LITTLE
 RD1473'NESTUCCA RIVER, AND 6.2 M (20.3 FT) NORTH OF THE CENTERLINE OF THE
 RD1473'HIGHWAY.
 RD1473'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1416 ***********************************************************************
 QE1416  DESIGNATION -  B 714
 QE1416  PID         -  QE1416
 QE1416  STATE/COUNTY-  OR/LINCOLN
 QE1416  USGS QUAD   -  DEPOE BAY (1984)
 QE1416
 QE1416                         *CURRENT SURVEY CONTROL
 QE1416  ___________________________________________________________________
 QE1416* NAD 83(1986)-  44 50 51.     (N)    124 02 44.     (W)     SCALED    
 QE1416* NAVD 88     -        22.805  (meters)      74.82   (feet)  ADJUSTED  
 QE1416  ___________________________________________________________________
 QE1416  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 QE1416  DYNAMIC HT  -          22.805 (meters)      74.82  (feet)  COMP
 QE1416  MODELED GRAV-     980,625.4   (mgal)                       NAVD 88
 QE1416
 QE1416  VERT ORDER  -  FIRST     CLASS II
 QE1416
 QE1416.The horizontal coordinates were scaled from a topographic map and have
 QE1416.an estimated accuracy of +/- 6 seconds.
 QE1416
 QE1416.The orthometric height was determined by differential leveling
 QE1416.and adjusted in June 1991.
 QE1416
 QE1416.The geoid height was determined by GEOID03.
 QE1416
 QE1416.The dynamic height is computed by dividing the NAVD 88
 QE1416.geopotential number by the normal gravity value computed on the
 QE1416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1416.degrees latitude (g = 980.6199 gals.).
 QE1416
 QE1416.The modeled gravity was interpolated from observed gravity values.
 QE1416
 QE1416;                    North         East    Units  Estimated Accuracy
 QE1416;SPC OR N     -   137,370.    2,219,820.      MT  (+/- 180 meters Scaled)
 QE1416
 QE1416                          SUPERSEDED SURVEY CONTROL
 QE1416
 QE1416.No superseded survey control is available for this station.
 QE1416
 QE1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ173665(NAD 83)
 QE1416_MARKER: I = METAL ROD
 QE1416_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QE1416_SP_SET: STAINLESS STEEL ROD
 QE1416_STAMPING: B 714 1987
 QE1416_MARK LOGO: NGS   
 QE1416_PROJECTION: FLUSH
 QE1416_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE1416_ROD/PIPE-DEPTH: 10.9 meters
 QE1416
 QE1416  HISTORY     - Date     Condition        Report By
 QE1416  HISTORY     - 1987     MONUMENTED       NGS
 QE1416
 QE1416                          STATION DESCRIPTION
 QE1416
 QE1416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QE1416'15.7 KM (9.75 MI) SOUTH FROM LINCOLN CITY.
 QE1416'15.7 KM (9.75 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE DELAKE
 QE1416'SCHOOL IN LINCOLN CITY, 18.1 M (59.4 FT) SOUTH OF THE CENTER OF A
 QE1416'DRIVEWAY, 11.9 M (39.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 9.3
 QE1416'M (30.5 FT) NORTH OF THE CENTER OF SEAVIEW AVENUE, AND 1.0 M (3.3 FT)
 QE1416'SOUTH OF UTILITY POLE NUMBER A 28M 31.  NOTE--ACCESS TO DATUM POINT
 QE1416'IS HAD THROUGH A 5-INCH LOGO CAP.
 QE1416'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1473 ***********************************************************************
 QE1473  DESIGNATION -  B 715
 QE1473  PID         -  QE1473
 QE1473  STATE/COUNTY-  OR/LINN
 QE1473  USGS QUAD   -  ALBANY (1975)
 QE1473
 QE1473                         *CURRENT SURVEY CONTROL
 QE1473  ___________________________________________________________________
 QE1473* NAD 83(1986)-  44 38 04.     (N)    123 05 21.     (W)     SCALED    
 QE1473* NAVD 88     -        67.311  (meters)     220.84   (feet)  ADJUSTED  
 QE1473  ___________________________________________________________________
 QE1473  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 QE1473  DYNAMIC HT  -          67.306 (meters)     220.82  (feet)  COMP
 QE1473  MODELED GRAV-     980,552.2   (mgal)                       NAVD 88
 QE1473
 QE1473  VERT ORDER  -  FIRST     CLASS II
 QE1473
 QE1473.The horizontal coordinates were scaled from a topographic map and have
 QE1473.an estimated accuracy of +/- 6 seconds.
 QE1473
 QE1473.The orthometric height was determined by differential leveling
 QE1473.and adjusted in June 1991.
 QE1473
 QE1473.The geoid height was determined by GEOID03.
 QE1473
 QE1473.The dynamic height is computed by dividing the NAVD 88
 QE1473.geopotential number by the normal gravity value computed on the
 QE1473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1473.degrees latitude (g = 980.6199 gals.).
 QE1473
 QE1473.The modeled gravity was interpolated from observed gravity values.
 QE1473
 QE1473;                    North         East    Units  Estimated Accuracy
 QE1473;SPC OR N     -   110,830.    2,294,610.      MT  (+/- 180 meters Scaled)
 QE1473
 QE1473                          SUPERSEDED SURVEY CONTROL
 QE1473
 QE1473.No superseded survey control is available for this station.
 QE1473
 QE1473_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ929423(NAD 83)
 QE1473_MARKER: I = METAL ROD
 QE1473_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QE1473_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 QE1473_STAMPING: B 715 1987
 QE1473_MARK LOGO: NGS   
 QE1473_PROJECTION: FLUSH
 QE1473_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QE1473+STABILITY: POSITION/ELEVATION WELL
 QE1473_ROD/PIPE-DEPTH: 13.4 meters
 QE1473_SLEEVE-DEPTH  : 7.6 meters
 QE1473
 QE1473  HISTORY     - Date     Condition        Report By
 QE1473  HISTORY     - 1987     MONUMENTED       NGS
 QE1473  HISTORY     - 20060422 MARK NOT FOUND   ORBITE
 QE1473
 QE1473                          STATION DESCRIPTION
 QE1473
 QE1473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QE1473'IN ALBANY.
 QE1473'IN ALBANY, AT THE INTERSECTION OF 7TH AVENUE AND SHERMAN STREET, 40.8
 QE1473'M (133.9 FT) EAST OF THE CENTER OF THE STREET, 13.5 M (44.3 FT) NORTH
 QE1473'OF THE CENTER OF THE AVENUE, 3.4 M (11.2 FT) NORTHWEST OF THE
 QE1473'SOUTHWEST CORNER OF THE TENNIS COURT AT ELENAOR PARK, AND 2.2 M
 QE1473'(7.2 FT) WEST OF THE WEST FENCE OF THE TENNIS COURT.  NOTE--ACCESS TO
 QE1473'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QE1473'THE MARK IS ABOVE LEVEL WITH THE AVENUE.
 QE1473
 QE1473                          STATION RECOVERY (2006)
 QE1473
 QE1473'RECOVERY NOTE BY ORBITECH INC 2006 (SHG)
 QE1473'NOT RECOVERED THIS DATE AS SEARCH TIME WAS LIMITED, HOWEVER THE
 QE1473'LANDMARKS HAVE NOT CHANGED AND SUSPECT THE MONUMENT MAY BE BURIED IN
 QE1473'LAWN.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1543 ***********************************************************************
 RD1543  DESIGNATION -  B 718
 RD1543  PID         -  RD1543
 RD1543  STATE/COUNTY-  OR/MULTNOMAH
 RD1543  USGS QUAD   -  PORTLAND (1990)
 RD1543
 RD1543                         *CURRENT SURVEY CONTROL
 RD1543  ___________________________________________________________________
 RD1543* NAD 83(1986)-  45 32 59.     (N)    122 43 41.     (W)     SCALED    
 RD1543* NAVD 88     -        12.586  (meters)      41.29   (feet)  ADJUSTED  
 RD1543  ___________________________________________________________________
 RD1543  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 RD1543  DYNAMIC HT  -          12.586 (meters)      41.29  (feet)  COMP
 RD1543  MODELED GRAV-     980,606.7   (mgal)                       NAVD 88
 RD1543
 RD1543  VERT ORDER  -  FIRST     CLASS II
 RD1543
 RD1543.The horizontal coordinates were scaled from a topographic map and have
 RD1543.an estimated accuracy of +/- 6 seconds.
 RD1543
 RD1543.The orthometric height was determined by differential leveling
 RD1543.and adjusted in June 1991.
 RD1543
 RD1543.The geoid height was determined by GEOID03.
 RD1543
 RD1543.The dynamic height is computed by dividing the NAVD 88
 RD1543.geopotential number by the normal gravity value computed on the
 RD1543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1543.degrees latitude (g = 980.6199 gals.).
 RD1543
 RD1543.The modeled gravity was interpolated from observed gravity values.
 RD1543
 RD1543;                    North         East    Units  Estimated Accuracy
 RD1543;SPC OR N     -   211,650.    2,326,050.      MT  (+/- 180 meters Scaled)
 RD1543
 RD1543                          SUPERSEDED SURVEY CONTROL
 RD1543
 RD1543  NGVD 29 (05/16/90)   11.527  (m)           37.82   (f) ADJUSTED    1 2
 RD1543
 RD1543.Superseded values are not recommended for survey control.
 RD1543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1543.See file dsdata.txt to determine how the superseded data were derived.
 RD1543
 RD1543_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER212440(NAD 83)
 RD1543_MARKER: DB = BENCH MARK DISK
 RD1543_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RD1543_SP_SET: WINGWALL
 RD1543_STAMPING: B 718 1987
 RD1543_MARK LOGO: NGS   
 RD1543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD1543+STABILITY: SURFACE MOTION
 RD1543_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RD1543+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2001
 RD1543
 RD1543  HISTORY     - Date     Condition        Report By
 RD1543  HISTORY     - 1987     MONUMENTED       NGS
 RD1543  HISTORY     - 20010722 GOOD             USPSQD
 RD1543  HISTORY     - 20011203 GOOD             ORION
 RD1543
 RD1543                          STATION DESCRIPTION
 RD1543
 RD1543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 RD1543'IN PORTLAND.
 RD1543'IN THE NORTHWEST PART OF PORTLAND, SOUTHWEST AND ACROSS US HIGHWAY 30
 RD1543'(ST HELENS ROAD) FROM THE TEXACO COMPANY STORAGE TANKS, IN TOP OF THE
 RD1543'SOUTHWEST END OF THE NORTHWEST WINGWALL OF THE SOUTHWEST HEADWALL OF
 RD1543'A DOUBLE 30-IN CULVERT, 13.1 M (43.0 FT) SOUTHWEST OF THE CENTERLINE
 RD1543'OF THE HIGHWAY.
 RD1543'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 RD1543
 RD1543                          STATION RECOVERY (2001)
 RD1543
 RD1543'RECOVERY NOTE BY US POWER SQUADRON 2001 (GAN)
 RD1543'UPDATE OF 1987 DESCRIPTION.  TEXACO OIL STORAGE TANKS ARE NO
 RD1543'LONGER TEXACO.  THE TANKS HAVE NO MARKINGS.  THE COMPANY IS
 RD1543'NOW CALLED EQUILON ENTERPRISES, OWNED BY BOTH SHELL AND
 RD1543'TEXACO.
 RD1543
 RD1543                          STATION RECOVERY (2001)
 RD1543
 RD1543'RECOVERY NOTE BY ORION GPS 2001 (JDP)
 RD1543'LOCATED IN NORTHWEST PORTLAND.  TO REACH THE STATION FROM THE
 RD1543'INTERSECTIONS OF NW ST. HELENS ROAD AND NW YEON ST. PRECEDE SOUTHERLY
 RD1543'ON ST. HELENS RD FOR 0.65KM (0.4 MILES) TO 3865 NW ST. HELENS RD AND
 RD1543'THE STATION LEFT.  THE STATION IS LOCATED SOUTH OF THE PARKING LOT,
 RD1543'ACROSS THE STREET FROM AN OIL STORAGE TANK.  IN THE TOP OF THE END OF
 RD1543'THE W WING WALL OF THE S HEADWALL OF A DOUBLE CULVERT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1612 ***********************************************************************
 RD1612  DESIGNATION -  B 719
 RD1612  PID         -  RD1612
 RD1612  STATE/COUNTY-  OR/MULTNOMAH
 RD1612  USGS QUAD   -  MULTNOMAH FALLS (1994)
 RD1612
 RD1612                         *CURRENT SURVEY CONTROL
 RD1612  ___________________________________________________________________
 RD1612* NAD 83(1986)-  45 35 21.     (N)    122 04 36.     (W)     SCALED    
 RD1612* NAVD 88     -        15.653  (meters)      51.35   (feet)  ADJUSTED  
 RD1612  ___________________________________________________________________
 RD1612  GEOID HEIGHT-         -21.99  (meters)                     GEOID03
 RD1612  DYNAMIC HT  -          15.652 (meters)      51.35  (feet)  COMP
 RD1612  MODELED GRAV-     980,578.6   (mgal)                       NAVD 88
 RD1612
 RD1612  VERT ORDER  -  FIRST     CLASS II
 RD1612
 RD1612.The horizontal coordinates were scaled from a topographic map and have
 RD1612.an estimated accuracy of +/- 6 seconds.
 RD1612
 RD1612.The orthometric height was determined by differential leveling
 RD1612.and adjusted in June 1991.
 RD1612
 RD1612.The geoid height was determined by GEOID03.
 RD1612
 RD1612.The dynamic height is computed by dividing the NAVD 88
 RD1612.geopotential number by the normal gravity value computed on the
 RD1612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1612.degrees latitude (g = 980.6199 gals.).
 RD1612
 RD1612.The modeled gravity was interpolated from observed gravity values.
 RD1612
 RD1612;                    North         East    Units  Estimated Accuracy
 RD1612;SPC OR N     -   214,830.    2,376,980.      MT  (+/- 180 meters Scaled)
 RD1612
 RD1612                          SUPERSEDED SURVEY CONTROL
 RD1612
 RD1612.No superseded survey control is available for this station.
 RD1612
 RD1612_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER720488(NAD 83)
 RD1612_MARKER: DB = BENCH MARK DISK
 RD1612_SETTING: 66 = SET IN ROCK OUTCROP
 RD1612_SP_SET: ROCK OUTCROP
 RD1612_STAMPING: B 719 1987
 RD1612_MARK LOGO: NGS   
 RD1612_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RD1612+STABILITY: POSITION/ELEVATION WELL
 RD1612_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD1612+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2004
 RD1612
 RD1612  HISTORY     - Date     Condition        Report By
 RD1612  HISTORY     - 1987     MONUMENTED       NGS
 RD1612  HISTORY     - 20040726 GOOD             USPSQD
 RD1612
 RD1612                          STATION DESCRIPTION
 RD1612
 RD1612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 RD1612'10.8 KM (6.70 MI) WEST FROM BONNEVILLE.
 RD1612'7.53 KM (4.70 MI) WEST ALONG INTERSTATE HIGHWAY 84 FROM THE BRIDGE
 RD1612'OVER TANNER CREEK IN BONNEVILLE, THENCE 3.28 KM (2.05 MI) SOUTHWEST
 RD1612'ALONG SCENIC HIGHWAY (OLD HIGHWAY 30), ALSO 8.71 KM (5.40 MI) EAST OF
 RD1612'BRIDAL VEIL, 0.14 KM (0.10 MI) SOUTHWEST OF THE BRIDGE OVER ONEONTA
 RD1612'CREEK, SET VERTICALLY IN THE FACE OF A MASSIVE OUTCROP, 9.1 M
 RD1612'(29.9 FT) SOUTH OF THE HIGHWAY CENTERLINE, 32.3 M (106.0 FT) WEST OF
 RD1612'THE WEST END OF A TURN OUT, 6.4 M (21.0 FT) WEST OF THE EAST END OF
 RD1612'THE OUTCROP.
 RD1612'THE MARK IS 1.4 M ABOVE THE HIGHWAY.
 RD1612
 RD1612                          STATION RECOVERY (2004)
 RD1612
 RD1612'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 RD1612'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0049 ***********************************************************************
 NY0049  DESIGNATION -  B 72
 NY0049  PID         -  NY0049
 NY0049  STATE/COUNTY-  OR/LAKE
 NY0049  USGS QUAD   -  COGLAN BUTTES SE (1966)
 NY0049
 NY0049                         *CURRENT SURVEY CONTROL
 NY0049  ___________________________________________________________________
 NY0049* NAD 83(1986)-  42 30 49.     (N)    120 17 15.     (W)     SCALED    
 NY0049* NAVD 88     -      1309.443  (meters)    4296.06   (feet)  ADJUSTED  
 NY0049  ___________________________________________________________________
 NY0049  GEOID HEIGHT-         -20.66  (meters)                     GEOID03
 NY0049  DYNAMIC HT  -        1308.647 (meters)    4293.45  (feet)  COMP
 NY0049  MODELED GRAV-     979,968.2   (mgal)                       NAVD 88
 NY0049
 NY0049  VERT ORDER  -  FIRST     CLASS II
 NY0049
 NY0049.The horizontal coordinates were scaled from a topographic map and have
 NY0049.an estimated accuracy of +/- 6 seconds.
 NY0049
 NY0049.The orthometric height was determined by differential leveling
 NY0049.and adjusted in June 1991.
 NY0049
 NY0049.The geoid height was determined by GEOID03.
 NY0049
 NY0049.The dynamic height is computed by dividing the NAVD 88
 NY0049.geopotential number by the normal gravity value computed on the
 NY0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0049.degrees latitude (g = 980.6199 gals.).
 NY0049
 NY0049.The modeled gravity was interpolated from observed gravity values.
 NY0049
 NY0049;                    North         East    Units  Estimated Accuracy
 NY0049;SPC OR S     -    94,100.    1,517,460.      MT  (+/- 180 meters Scaled)
 NY0049
 NY0049                          SUPERSEDED SURVEY CONTROL
 NY0049
 NY0049  NGVD 29 (??/??/92) 1308.257  (m)         4292.17   (f) ADJ UNCH    1 2
 NY0049
 NY0049.Superseded values are not recommended for survey control.
 NY0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0049.See file dsdata.txt to determine how the superseded data were derived.
 NY0049
 NY0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGN228103(NAD 83)
 NY0049_MARKER: DB = BENCH MARK DISK
 NY0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NY0049_STAMPING: B 72 1931
 NY0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0049+STABILITY: SURFACE MOTION
 NY0049
 NY0049  HISTORY     - Date     Condition        Report By
 NY0049  HISTORY     - 1931     MONUMENTED       CGS
 NY0049  HISTORY     - 1942     GOOD             NGS
 NY0049
 NY0049                          STATION DESCRIPTION
 NY0049
 NY0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 NY0049'2.0 MI N FROM VALLEY FALLS.
 NY0049'ABOUT 2.0 MILES NORTH ALONG THE FREMONT HIGHWAY (OREGON 31) FROM
 NY0049'VALLEY FALLS, LAKE COUNTY, ABOUT 180 FEET NORTH OF MILEPOST 119, 30
 NY0049'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 20 FEET SOUTH OF A
 NY0049'GATE IN THE FENCE LINE, AND 2 FEET EAST OF THE FENCE LINE.  A STANDARD
 NY0049'DISK, STAMPED B 72 1931 AND SET IN THE TOP OF A CONCRETE POST.
 NY0049
 NY0049                          STATION RECOVERY (1942)
 NY0049
 NY0049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 NY0049'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1942 ***********************************************************************
 RC1942  DESIGNATION -  B 721
 RC1942  PID         -  RC1942
 RC1942  STATE/COUNTY-  OR/SHERMAN
 RC1942  USGS QUAD   -  BIGGS JUNCTION (1994)
 RC1942
 RC1942                         *CURRENT SURVEY CONTROL
 RC1942  ___________________________________________________________________
 RC1942* NAD 83(1986)-  45 39 32.     (N)    120 49 09.     (W)     SCALED    
 RC1942* NAVD 88     -       107.556  (meters)     352.87   (feet)  ADJUSTED  
 RC1942  ___________________________________________________________________
 RC1942  GEOID HEIGHT-         -21.37  (meters)                     GEOID03
 RC1942  DYNAMIC HT  -         107.553 (meters)     352.86  (feet)  COMP
 RC1942  MODELED GRAV-     980,594.0   (mgal)                       NAVD 88
 RC1942
 RC1942  VERT ORDER  -  FIRST     CLASS II
 RC1942
 RC1942.The horizontal coordinates were scaled from a topographic map and have
 RC1942.an estimated accuracy of +/- 6 seconds.
 RC1942
 RC1942.The orthometric height was determined by differential leveling
 RC1942.and adjusted in June 1991.
 RC1942
 RC1942.The geoid height was determined by GEOID03.
 RC1942
 RC1942.The dynamic height is computed by dividing the NAVD 88
 RC1942.geopotential number by the normal gravity value computed on the
 RC1942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1942.degrees latitude (g = 980.6199 gals.).
 RC1942
 RC1942.The modeled gravity was interpolated from observed gravity values.
 RC1942
 RC1942;                    North         East    Units  Estimated Accuracy
 RC1942;SPC OR N     -   221,430.    2,475,130.      MT  (+/- 180 meters Scaled)
 RC1942
 RC1942                          SUPERSEDED SURVEY CONTROL
 RC1942
 RC1942.No superseded survey control is available for this station.
 RC1942
 RC1942_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR699584(NAD 83)
 RC1942_MARKER: DB = BENCH MARK DISK
 RC1942_SETTING: 66 = SET IN ROCK OUTCROP
 RC1942_SP_SET: ROCK OUTCROP
 RC1942_STAMPING: B 721 1987
 RC1942_MARK LOGO: NGS   
 RC1942_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RC1942+STABILITY: POSITION/ELEVATION WELL
 RC1942
 RC1942  HISTORY     - Date     Condition        Report By
 RC1942  HISTORY     - 1987     MONUMENTED       NGS
 RC1942
 RC1942                          STATION DESCRIPTION
 RC1942
 RC1942'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 RC1942'1.9 KM (1.20 MI) SOUTH FROM BIGGS.
 RC1942'1.9 KM (1.20 MI) SOUTH ALONG US HIGHWAY 97 FROM THE BRIDGE OVER THE
 RC1942'UNION PACIFIC RAILROAD IN BIGGS, 10.82 M (35.5 FT) NORTHEAST OF THE
 RC1942'CENTERLINE OF THE HIGHWAY.
 RC1942'THE MARK IS 0.30 METERS  E FROM A WITNESS POST.
 RC1942'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1979 ***********************************************************************
 RC1979  DESIGNATION -  B 722
 RC1979  PID         -  RC1979
 RC1979  STATE/COUNTY-  OR/SHERMAN
 RC1979  USGS QUAD   -  ERSKINE (1962)
 RC1979
 RC1979                         *CURRENT SURVEY CONTROL
 RC1979  ___________________________________________________________________
 RC1979* NAD 83(1986)-  45 23 32.     (N)    120 47 21.     (W)     SCALED    
 RC1979* NAVD 88     -       710.806  (meters)    2332.04   (feet)  ADJUSTED  
 RC1979  ___________________________________________________________________
 RC1979  GEOID HEIGHT-         -21.07  (meters)                     GEOID03
 RC1979  DYNAMIC HT  -         710.697 (meters)    2331.68  (feet)  COMP
 RC1979  MODELED GRAV-     980,439.4   (mgal)                       NAVD 88
 RC1979
 RC1979  VERT ORDER  -  FIRST     CLASS II
 RC1979
 RC1979.The horizontal coordinates were scaled from a topographic map and have
 RC1979.an estimated accuracy of +/- 6 seconds.
 RC1979
 RC1979.The orthometric height was determined by differential leveling
 RC1979.and adjusted in June 1991.
 RC1979
 RC1979.The geoid height was determined by GEOID03.
 RC1979
 RC1979.The dynamic height is computed by dividing the NAVD 88
 RC1979.geopotential number by the normal gravity value computed on the
 RC1979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1979.degrees latitude (g = 980.6199 gals.).
 RC1979
 RC1979.The modeled gravity was interpolated from observed gravity values.
 RC1979
 RC1979;                    North         East    Units  Estimated Accuracy
 RC1979;SPC OR N     -   191,790.    2,477,360.      MT  (+/- 180 meters Scaled)
 RC1979
 RC1979                          SUPERSEDED SURVEY CONTROL
 RC1979
 RC1979.No superseded survey control is available for this station.
 RC1979
 RC1979_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR730289(NAD 83)
 RC1979_MARKER: I = METAL ROD
 RC1979_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RC1979+WITH SETTING: INFORMATION.
 RC1979_SP_SET: SHALLOW-SET METAL ROD
 RC1979_STAMPING: B 722 1987
 RC1979_MARK LOGO: NGS   
 RC1979_PROJECTION: FLUSH
 RC1979_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RC1979_ROD/PIPE-DEPTH: 1.58 meters
 RC1979
 RC1979  HISTORY     - Date     Condition        Report By
 RC1979  HISTORY     - 1987     MONUMENTED       NGS
 RC1979
 RC1979                          STATION DESCRIPTION
 RC1979
 RC1979'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 RC1979'4.0 KM (2.50 MI) NORTH FROM GRASS VALLEY.
 RC1979'4.0 KM (2.50 MI) NORTH ALONG US HIGHWAY 97 FROM THE POST OFFICE IN
 RC1979'GRASS VALLEY, 24.3 M (79.7 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 RC1979'15.8 M (51.8 FT) SOUTH OF THE CENTER OF A FIELD ROAD, 6.0 M (19.7 FT)
 RC1979'SOUTH OF THE SOUTH POST OF A GATE, 0.30 M (1.0 FT) EAST OF A FENCE.
 RC1979'ROD DRIVEN TO ABRUPT REFUSAL AND ANCHORED.  NOTE--ACCESS TO DATUM
 RC1979'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 RC1979'THE MARK IS 0.30 METERS  N FROM  A WITNESS POST
 RC1979'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1488 ***********************************************************************
 RD1488  DESIGNATION -  B 723
 RD1488  PID         -  RD1488
 RD1488  STATE/COUNTY-  OR/CLACKAMAS
 RD1488  USGS QUAD   -  LAKE OSWEGO (1984)
 RD1488
 RD1488                         *CURRENT SURVEY CONTROL
 RD1488  ___________________________________________________________________
 RD1488* NAD 83(1986)-  45 26 42.     (N)    122 37 55.     (W)     SCALED    
 RD1488* NAVD 88     -        29.849  (meters)      97.93   (feet)  ADJUSTED  
 RD1488  ___________________________________________________________________
 RD1488  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 RD1488  DYNAMIC HT  -          29.850 (meters)      97.93  (feet)  COMP
 RD1488  MODELED GRAV-     980,628.7   (mgal)                       NAVD 88
 RD1488
 RD1488  VERT ORDER  -  FIRST     CLASS II
 RD1488
 RD1488.The horizontal coordinates were scaled from a topographic map and have
 RD1488.an estimated accuracy of +/- 6 seconds.
 RD1488
 RD1488.The orthometric height was determined by differential leveling
 RD1488.and adjusted in June 1991.
 RD1488
 RD1488.The geoid height was determined by GEOID03.
 RD1488
 RD1488.The dynamic height is computed by dividing the NAVD 88
 RD1488.geopotential number by the normal gravity value computed on the
 RD1488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1488.degrees latitude (g = 980.6199 gals.).
 RD1488
 RD1488.The modeled gravity was interpolated from observed gravity values.
 RD1488
 RD1488;                    North         East    Units  Estimated Accuracy
 RD1488;SPC OR N     -   199,810.    2,333,240.      MT  (+/- 180 meters Scaled)
 RD1488
 RD1488                          SUPERSEDED SURVEY CONTROL
 RD1488
 RD1488.No superseded survey control is available for this station.
 RD1488
 RD1488_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER287324(NAD 83)
 RD1488_MARKER: I = METAL ROD
 RD1488_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RD1488_SP_SET: STAINLESS STEEL ROD
 RD1488_STAMPING: B 723 1987
 RD1488_MARK LOGO: NGS   
 RD1488_PROJECTION: FLUSH
 RD1488_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RD1488+STABILITY: POSITION/ELEVATION WELL
 RD1488_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RD1488+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2006
 RD1488_ROD/PIPE-DEPTH: 10.1 meters
 RD1488
 RD1488  HISTORY     - Date     Condition        Report By
 RD1488  HISTORY     - 1987     MONUMENTED       NGS
 RD1488  HISTORY     - 20040801 GOOD             USPSQD
 RD1488  HISTORY     - 20060511 GOOD             USPSQD
 RD1488
 RD1488                          STATION DESCRIPTION
 RD1488
 RD1488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 RD1488'IN MILWAUKIE.
 RD1488'IN MILWAUKIE, AT THE INTERSECTION OF STATE HIGHWAY 224 AND MONROE
 RD1488'STREET, 33.2 M (108.9 FT) WEST OF THE CENTERLINE OF THE
 RD1488'SOUTHEASTBOUND LANES OF THE HIGHWAY, 12.8 M (42.0 FT) EAST OF THE
 RD1488'SOUTHEAST CORNER OF AN APARTMENT BUILDING, 7.5 M (24.6 FT) NORTH OF
 RD1488'THE CENTERLINE OF THE STREET, AND 0.9 M (3.0 FT) EAST-NORTHEAST OF
 RD1488'UTILITY POLE NUMBER 2959 WITH THREE GUY WIRES.  NOTE--ACCESS TO DATUM
 RD1488'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 RD1488'THE MARK IS ABOVE LEVEL WITH THE STREET.
 RD1488
 RD1488                          STATION RECOVERY (2004)
 RD1488
 RD1488'RECOVERY NOTE BY US POWER SQUADRON 2004 (REC)
 RD1488'RECOVERED IN GOOD CONDITION.
 RD1488
 RD1488                          STATION RECOVERY (2006)
 RD1488
 RD1488'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 RD1488'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1503 ***********************************************************************
 RD1503  DESIGNATION -  B 724
 RD1503  PID         -  RD1503
 RD1503  STATE/COUNTY-  OR/CLACKAMAS
 RD1503  USGS QUAD   -  CANBY (1985)
 RD1503
 RD1503                         *CURRENT SURVEY CONTROL
 RD1503  ___________________________________________________________________
 RD1503* NAD 83(2007)-  45 17 31.56968(N)    122 39 18.91948(W)     NO CHECK  
 RD1503* NAVD 88     -        61.483  (meters)     201.72   (feet)  ADJUSTED  
 RD1503  ___________________________________________________________________
 RD1503  EPOCH DATE  -        2007.00
 RD1503  X           -  -2,425,212.333 (meters)                     COMP
 RD1503  Y           -  -3,784,153.584 (meters)                     COMP
 RD1503  Z           -   4,510,271.734 (meters)                     COMP
 RD1503  LAPLACE CORR-           1.59  (seconds)                    DEFLEC99
 RD1503  ELLIP HEIGHT-          38.448 (meters)          (02/10/07) NO CHECK
 RD1503  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 RD1503  DYNAMIC HT  -          61.483 (meters)     201.72  (feet)  COMP
 RD1503
 RD1503  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 RD1503  Type    PID    Designation                      North   East  Ellip
 RD1503  -------------------------------------------------------------------
 RD1503  NETWORK RD1503 B 724                            13.29  18.15  61.00
 RD1503  -------------------------------------------------------------------
 RD1503  MODELED GRAV-     980,610.5   (mgal)                       NAVD 88
 RD1503
 RD1503  VERT ORDER  -  FIRST     CLASS II
 RD1503
 RD1503.The horizontal coordinates were established by GPS observations
 RD1503.and adjusted by the National Geodetic Survey in February 2007.
 RD1503
 RD1503.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 RD1503.See www.ngs.noaa.gov/NationalReadjustment for more information.
 RD1503.No horizontal observational check was made to the station.
 RD1503.The horizontal coordinates are valid at the epoch date displayed above.
 RD1503.The epoch date for horizontal control is a decimal equivalence
 RD1503.of Year/Month/Day.
 RD1503
 RD1503.The orthometric height was determined by differential leveling
 RD1503.and adjusted in June 1991.
 RD1503
 RD1503.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RD1503
 RD1503.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1503
 RD1503.The ellipsoidal height was determined by GPS observations
 RD1503.and is referenced to NAD 83.
 RD1503
 RD1503.The geoid height was determined by GEOID03.
 RD1503
 RD1503.The dynamic height is computed by dividing the NAVD 88
 RD1503.geopotential number by the normal gravity value computed on the
 RD1503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1503.degrees latitude (g = 980.6199 gals.).
 RD1503
 RD1503.The modeled gravity was interpolated from observed gravity values.
 RD1503
 RD1503;                    North         East     Units Scale Factor Converg.
 RD1503;SPC OR N     -   182,875.724 2,330,968.079   MT  0.99989689   -1 31 42.5
 RD1503;SPC OR N     -   599,985.97  7,647,533.07   iFT  0.99989689   -1 31 42.5
 RD1503;UTM  10      - 5,015,457.939   527,032.733   MT  0.99960898   +0 14 42.0
 RD1503
 RD1503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1503!SPC OR N     -   0.99999397  x   0.99989689  =   0.99989086
 RD1503!UTM  10      -   0.99999397  x   0.99960898  =   0.99960295
 RD1503
 RD1503                          SUPERSEDED SURVEY CONTROL
 RD1503
 RD1503  NAD 83(1998)-  45 17 31.56767(N)    122 39 18.91903(W) AD(       ) 2
 RD1503  ELLIP H (07/18/02)   38.620  (m)                       GP(       ) 4 1
 RD1503  NAD 83(1991)-  45 17 31.56627(N)    122 39 18.91934(W) AD(       ) 2
 RD1503  ELLIP H (10/15/91)   38.751  (m)                       GP(       ) 4 1
 RD1503  NAD 83(1986)-  45 17 31.58754(N)    122 39 18.93066(W) AD(       ) 2
 RD1503  NAD 27      -  45 17 32.13511(N)    122 39 14.58327(W) AD(       ) 2
 RD1503  NGVD 29 (09/20/88)   60.42   (m)          198.2    (f) LEVELING    3  
 RD1503
 RD1503.Superseded values are not recommended for survey control.
 RD1503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1503.See file dsdata.txt to determine how the superseded data were derived.
 RD1503
 RD1503_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER2703315458(NAD 83)
 RD1503_MARKER: I = METAL ROD
 RD1503_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RD1503_SP_SET: STAINLESS STEEL ROD
 RD1503_STAMPING: B 724 1987
 RD1503_MARK LOGO: NGS   
 RD1503_PROJECTION: FLUSH
 RD1503_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD1503_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RD1503_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD1503+SATELLITE: SATELLITE OBSERVATIONS - 1987
 RD1503_ROD/PIPE-DEPTH: 9.45 meters
 RD1503
 RD1503  HISTORY     - Date     Condition        Report By
 RD1503  HISTORY     - 1987     MONUMENTED       NGS
 RD1503  HISTORY     - 1987     GOOD             NGS
 RD1503  HISTORY     - 20031001 MARK NOT FOUND   INDIV
 RD1503
 RD1503                          STATION DESCRIPTION
 RD1503
 RD1503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (LLR)
 RD1503'THE STATION IS LOCATED ABOUT 3 MILES NORTHEAST OF CANBY.
 RD1503'
 RD1503'TO REACH FROM THE INTERSECTION OF IVY STREET AND HIGHWAY 99E IN
 RD1503'CANBY, GO NORTHEAST ON HIGHWAY 99E FOR 4.6 KM (2.85 MILES) TO A ROAD
 RD1503'RIGHT AND THE STATION ON THE RIGHT.
 RD1503'
 RD1503'THE STATION IS A STAINLESS STEEL ROD DRIVEN TO A DEPTH OF 9.4
 RD1503'METERS.  ACCESS IS THROUGH A METAL INSPECTION COVER THAT IS
 RD1503'STAMPED---B 724 1987---.  IT IS LOCATED 19.5 METERS (64 FEET) EAST
 RD1503'OF THE CENTERLINE OF NE BOUND LANE OF HIGHWAY, 4.2 METERS (13.8
 RD1503'FEET) SOUTH OF CENTER OF EXIT TO ST PATRICTS CEMETERY,
 RD1503'2.8 METERS (9.2 FEET) EAST OF A UTILITY POLE WITH A GUY WIRE,
 RD1503'0.6 METER (2.0 FEET) SOUTHWEST OF SOUTHWEST CORNER OF A BRICK WALL,
 RD1503'AND 0.6 METER (2.0 FEET) SOUTH OF SOUTH END OF A CHAIN LENGTH FENCE.
 RD1503
 RD1503                          STATION RECOVERY (1987)
 RD1503
 RD1503'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD1503'10.7 KM (6.65 MI) SW FROM OREGON CITY.
 RD1503'10.7 KM (6.65 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 99E FROM ITS
 RD1503'JUNCTION WITH INTERSTATE HIGHWAY 205 IN OREGON CITY, 19.5 M (64.0 FT)
 RD1503'EAST OF THE CENTERLINE OF THE NORTHEASTBOUND LANES OF THE HIGHWAY,
 RD1503'4.2 M (13.8 FT) SOUTH OF THE CENTER OF THE EXIT OF A U-DRIVE OF ST.
 RD1503'PATRICKS HISTORIC CEMETERY, 2.8 M (9.2 FT) EAST OF A UTILITY POLE
 RD1503'WITH ONE GUY WIRE, 0.6 M (2.0 FT) SOUTHWEST OF THE SOUTHWEST CORNER
 RD1503'OF A BRICK WALL, AND 0.6 M (2.0 FT) SOUTH OF THE SOUTH END OF A CHAIN
 RD1503'LINK FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 RD1503'CAP.
 RD1503'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 RD1503
 RD1503                          STATION RECOVERY (2003)
 RD1503
 RD1503'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (WPC)
 RD1503'I BELIVE THE MARK WAS DESTROYED AROUND 1997 BY FRONTAGE ROAD
 RD1503'CONSTRUCTION (BASED UPON MY SEARCH AND CONVERSATION WITH LOCAL
 RD1503'RESIDENT).
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1443 ***********************************************************************
 QE1443  DESIGNATION -  B 725
 QE1443  PID         -  QE1443
 QE1443  STATE/COUNTY-  OR/MARION
 QE1443  USGS QUAD   -  SALEM EAST (1986)
 QE1443
 QE1443                         *CURRENT SURVEY CONTROL
 QE1443  ___________________________________________________________________
 QE1443* NAD 83(1986)-  44 59 43.     (N)    122 58 56.     (W)     SCALED    
 QE1443* NAVD 88     -        57.369  (meters)     188.22   (feet)  ADJUSTED  
 QE1443  ___________________________________________________________________
 QE1443  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 QE1443  DYNAMIC HT  -          57.366 (meters)     188.21  (feet)  COMP
 QE1443  MODELED GRAV-     980,574.4   (mgal)                       NAVD 88
 QE1443
 QE1443  VERT ORDER  -  FIRST     CLASS II
 QE1443
 QE1443.The horizontal coordinates were scaled from a topographic map and have
 QE1443.an estimated accuracy of +/- 6 seconds.
 QE1443
 QE1443.The orthometric height was determined by differential leveling
 QE1443.and adjusted in June 1991.
 QE1443
 QE1443.The geoid height was determined by GEOID03.
 QE1443
 QE1443.The dynamic height is computed by dividing the NAVD 88
 QE1443.geopotential number by the normal gravity value computed on the
 QE1443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1443.degrees latitude (g = 980.6199 gals.).
 QE1443
 QE1443.The modeled gravity was interpolated from observed gravity values.
 QE1443
 QE1443;                    North         East    Units  Estimated Accuracy
 QE1443;SPC OR N     -   150,640.    2,304,320.      MT  (+/- 180 meters Scaled)
 QE1443
 QE1443                          SUPERSEDED SURVEY CONTROL
 QE1443
 QE1443.No superseded survey control is available for this station.
 QE1443
 QE1443_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ014824(NAD 83)
 QE1443_MARKER: I = METAL ROD
 QE1443_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QE1443_SP_SET: STAINLESS STEEL ROD
 QE1443_STAMPING: B 725 1987
 QE1443_MARK LOGO: NGS   
 QE1443_PROJECTION: RECESSED 1 CENTIMETERS
 QE1443_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE1443_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QE1443+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2005
 QE1443_ROD/PIPE-DEPTH: 9.8  meters
 QE1443
 QE1443  HISTORY     - Date     Condition        Report By
 QE1443  HISTORY     - 1987     MONUMENTED       NGS
 QE1443  HISTORY     - 20050427 GOOD             OBEC
 QE1443
 QE1443                          STATION DESCRIPTION
 QE1443
 QE1443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QE1443'1.6 KM (1.00 MI) NE FROM SALEM.
 QE1443'1.6 KM (1.00 MI) NORTHEASTERLY ALONG STATE HIGHWAY 99E FROM ITS
 QE1443'JUNCTION WITH INTERSTATE HIGHWAY 5 IN SALEM, 23.2 M (76.1 FT) WEST OF
 QE1443'THE NORTHWEST CORNER OF THE STARLITE MOBILE VILLAGE OFFICE AT 4882
 QE1443'STATE HIGHWAY 99E, 12.0 M (39.4 FT) SOUTHEAST OF THE CENTERLINE OF
 QE1443'THE NORTHEASTBOUND LANES OF THE HIGHWAY, 10.2 M (33.5 FT) SOUTHWEST
 QE1443'OF A SECURITY LIGHT POLE, 5.9 M (19.4 FT) EAST OF A FIRE HYDRANT, 5.1
 QE1443'M (16.7 FT) NORTHWEST OF THE NORTHWEST EDGE OF A SIDEWALK, AND 1.4 M
 QE1443'(4.6 FT) NORTH-NORTHWEST OF THE SOUTHEAST LEG OF A SIGN
 QE1443'(STARLITE MOBILE VILLAGE).  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH
 QE1443'A 5-INCH LOGO CAP.
 QE1443'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 QE1443
 QE1443                          STATION RECOVERY (2005)
 QE1443
 QE1443'RECOVERY NOTE BY OBEC CONSULTING ENGINEERS INC. 2005 (JLG)
 QE1443'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1469 ***********************************************************************
 QE1469  DESIGNATION -  B 726
 QE1469  PID         -  QE1469
 QE1469  STATE/COUNTY-  OR/LINN
 QE1469  USGS QUAD   -  ALBANY (1975)
 QE1469
 QE1469                         *CURRENT SURVEY CONTROL
 QE1469  ___________________________________________________________________
 QE1469* NAD 83(1986)-  44 39 01.     (N)    123 03 44.     (W)     SCALED    
 QE1469* NAVD 88     -        65.483  (meters)     214.84   (feet)  ADJUSTED  
 QE1469  ___________________________________________________________________
 QE1469  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 QE1469  DYNAMIC HT  -          65.478 (meters)     214.82  (feet)  COMP
 QE1469  MODELED GRAV-     980,547.5   (mgal)                       NAVD 88
 QE1469
 QE1469  VERT ORDER  -  FIRST     CLASS II
 QE1469
 QE1469.The horizontal coordinates were scaled from a topographic map and have
 QE1469.an estimated accuracy of +/- 6 seconds.
 QE1469
 QE1469.The orthometric height was determined by differential leveling
 QE1469.and adjusted in June 1991.
 QE1469
 QE1469.The geoid height was determined by GEOID03.
 QE1469
 QE1469.The dynamic height is computed by dividing the NAVD 88
 QE1469.geopotential number by the normal gravity value computed on the
 QE1469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1469.degrees latitude (g = 980.6199 gals.).
 QE1469
 QE1469.The modeled gravity was interpolated from observed gravity values.
 QE1469
 QE1469;                    North         East    Units  Estimated Accuracy
 QE1469;SPC OR N     -   112,520.    2,296,800.      MT  (+/- 180 meters Scaled)
 QE1469
 QE1469                          SUPERSEDED SURVEY CONTROL
 QE1469
 QE1469.No superseded survey control is available for this station.
 QE1469
 QE1469_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ950441(NAD 83)
 QE1469_MARKER: I = METAL ROD
 QE1469_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QE1469_SP_SET: STAINLESS STEEL ROD
 QE1469_STAMPING: B 726 1987
 QE1469_MARK LOGO: NGS   
 QE1469_PROJECTION: FLUSH
 QE1469_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE1469_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QE1469+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2006
 QE1469_ROD/PIPE-DEPTH: 11.0 meters
 QE1469
 QE1469  HISTORY     - Date     Condition        Report By
 QE1469  HISTORY     - 1987     MONUMENTED       NGS
 QE1469  HISTORY     - 20061019 GOOD             USPSQD
 QE1469
 QE1469                          STATION DESCRIPTION
 QE1469
 QE1469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QE1469'IN MILLERSBURG.
 QE1469'IN MILLERSBURG, AT 906 OLD SALEM ROAD, 100.9 M (331.0 FT) NORTH OF THE
 QE1469'NORTHEAST CORNER OF KELLEY TIRE STORE (1987) AT 906 OLD SALEM ROAD,
 QE1469'16.5 M (54.1 FT) SOUTH OF THE CENTER OF A DRIVEWAY LEADING INTO A
 QE1469'FENCED AREA, 12.5 M (41.0 FT) NORTHEAST OF THE NORTHEAST CORNER OF A
 QE1469'SMALL BUILDING, 7.5 M (24.6 FT) WEST OF THE CENTER OF THE ROAD, 1.3 M
 QE1469'(4.3 FT) WEST OF A CURB, AND 1.0 M (3.3 FT) NORTH OF UTILITY POLE
 QE1469'NUMBER 43801.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 QE1469'LOGO CAP.
 QE1469'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 QE1469
 QE1469                          STATION RECOVERY (2006)
 QE1469
 QE1469'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 QE1469'KELLEY TIRE IS NOW HANSEN TIRE FACTORY.  SMALL BUILDING IS ALBANY WELD
 QE1469'SCHOOL WITH AN ADDRESS OF 912 OLD SALEM ROAD
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1540 ***********************************************************************
 QE1540  DESIGNATION -  B 727
 QE1540  PID         -  QE1540
 QE1540  STATE/COUNTY-  OR/LINCOLN
 QE1540  USGS QUAD   -  EDDYVILLE (1984)
 QE1540
 QE1540                         *CURRENT SURVEY CONTROL
 QE1540  ___________________________________________________________________
 QE1540* NAD 83(1986)-  44 40 39.     (N)    123 52 07.     (W)     SCALED    
 QE1540* NAVD 88     -        40.489  (meters)     132.84   (feet)  ADJUSTED  
 QE1540  ___________________________________________________________________
 QE1540  GEOID HEIGHT-         -22.71  (meters)                     GEOID03
 QE1540  DYNAMIC HT  -          40.489 (meters)     132.84  (feet)  COMP
 QE1540  MODELED GRAV-     980,610.1   (mgal)                       NAVD 88
 QE1540
 QE1540  VERT ORDER  -  FIRST     CLASS II
 QE1540
 QE1540.The horizontal coordinates were scaled from a topographic map and have
 QE1540.an estimated accuracy of +/- 6 seconds.
 QE1540
 QE1540.The orthometric height was determined by differential leveling
 QE1540.and adjusted in June 1991.
 QE1540
 QE1540.The geoid height was determined by GEOID03.
 QE1540
 QE1540.The dynamic height is computed by dividing the NAVD 88
 QE1540.geopotential number by the normal gravity value computed on the
 QE1540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1540.degrees latitude (g = 980.6199 gals.).
 QE1540
 QE1540.The modeled gravity was interpolated from observed gravity values.
 QE1540
 QE1540;                    North         East    Units  Estimated Accuracy
 QE1540;SPC OR N     -   117,890.    2,233,010.      MT  (+/- 180 meters Scaled)
 QE1540
 QE1540                          SUPERSEDED SURVEY CONTROL
 QE1540
 QE1540.No superseded survey control is available for this station.
 QE1540
 QE1540_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ311474(NAD 83)
 QE1540_MARKER: I = METAL ROD
 QE1540_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QE1540_SP_SET: STAINLESS STEEL ROD
 QE1540_STAMPING: B 727 1987
 QE1540_MARK LOGO: NGS   
 QE1540_PROJECTION: FLUSH
 QE1540_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE1540_ROD/PIPE-DEPTH: 7.0  meters
 QE1540
 QE1540  HISTORY     - Date     Condition        Report By
 QE1540  HISTORY     - 1987     MONUMENTED       NGS
 QE1540  HISTORY     - 1987     GOOD             USPSQD
 QE1540  HISTORY     - 1990     GOOD             USPSQD
 QE1540
 QE1540                          STATION DESCRIPTION
 QE1540
 QE1540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QE1540'18.4 KM (11.45 MI) EAST FROM NEWPORT.
 QE1540'18.4 KM (11.45 MI) EASTERLY ALONG U.S. HIGHWAY 20 FROM ITS JUNCTION
 QE1540'WITH U.S. HIGHWAY 101 IN NEWPORT, 30.2 M (99.1 FT) EAST OF THE EAST
 QE1540'END OF A GUARDRAIL, 14.2 M (46.6 FT) WEST OF THE CENTER OF A DRIVEWAY
 QE1540'LEADING SOUTH TO THE PILSON RESIDENCE AT 11276 HIGHWAY 20, AND 10.0 M
 QE1540'(32.8 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY. NOTE--ACCESS TO
 QE1540'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QE1540'THE MARK IS 0.2 METERS  NNW FROM  A WITNESS POST
 QE1540'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 QE1540
 QE1540                          STATION RECOVERY (1987)
 QE1540
 QE1540'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWE)
 QE1540'RECOVERED IN GOOD CONDITION.
 QE1540
 QE1540                          STATION RECOVERY (1990)
 QE1540
 QE1540'RECOVERY NOTE BY US POWER SQUADRON 1990 (KRN)
 QE1540'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1483 ***********************************************************************
 QE1483  DESIGNATION -  B 728
 QE1483  PID         -  QE1483
 QE1483  STATE/COUNTY-  OR/LINN
 QE1483  USGS QUAD   -  TANGENT (1986)
 QE1483
 QE1483                         *CURRENT SURVEY CONTROL
 QE1483  ___________________________________________________________________
 QE1483* NAD 83(1986)-  44 31 11.     (N)    123 06 31.     (W)     SCALED    
 QE1483* NAVD 88     -        74.235  (meters)     243.55   (feet)  ADJUSTED  
 QE1483  ___________________________________________________________________
 QE1483  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 QE1483  DYNAMIC HT  -          74.229 (meters)     243.53  (feet)  COMP
 QE1483  MODELED GRAV-     980,535.5   (mgal)                       NAVD 88
 QE1483
 QE1483  VERT ORDER  -  FIRST     CLASS II
 QE1483
 QE1483.The horizontal coordinates were scaled from a topographic map and have
 QE1483.an estimated accuracy of +/- 6 seconds.
 QE1483
 QE1483.The orthometric height was determined by differential leveling
 QE1483.and adjusted in June 1991.
 QE1483
 QE1483.The geoid height was determined by GEOID03.
 QE1483
 QE1483.The dynamic height is computed by dividing the NAVD 88
 QE1483.geopotential number by the normal gravity value computed on the
 QE1483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1483.degrees latitude (g = 980.6199 gals.).
 QE1483
 QE1483.The modeled gravity was interpolated from observed gravity values.
 QE1483
 QE1483;                    North         East    Units  Estimated Accuracy
 QE1483;SPC OR N     -    98,140.    2,292,650.      MT  (+/- 180 meters Scaled)
 QE1483
 QE1483                          SUPERSEDED SURVEY CONTROL
 QE1483
 QE1483.No superseded survey control is available for this station.
 QE1483
 QE1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ913296(NAD 83)
 QE1483_MARKER: I = METAL ROD
 QE1483_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QE1483_SP_SET: STAINLESS STEEL ROD
 QE1483_STAMPING: B 728 1987
 QE1483_MARK LOGO: NGS   
 QE1483_PROJECTION: FLUSH
 QE1483_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE1483_ROD/PIPE-DEPTH: 4.9  meters
 QE1483
 QE1483  HISTORY     - Date     Condition        Report By
 QE1483  HISTORY     - 1987     MONUMENTED       NGS
 QE1483  HISTORY     - 20040720 MARK NOT FOUND   USPSQD
 QE1483
 QE1483                          STATION DESCRIPTION
 QE1483
 QE1483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QE1483'12.7 KM (7.90 MI) SOUTH FROM ALBANY.
 QE1483'12.7 KM (7.90 MI) SOUTHERLY ALONG STATE HIGHWAY 99E FROM THE SOUTHERN
 QE1483'PACIFIC RAILROAD STATION IN ALBANY, 111.0 M (364.2 FT) NORTHEAST OF
 QE1483'THE CENTERLINE OF THE HIGHWAY, 48.8 M (160.1 FT) WEST OF THE NEAR
 QE1483'RAIL OF THE SOUTHERN PACIFIC RAILROAD, 25.8 M (84.6 FT) SOUTHEAST OF
 QE1483'THE CENTER OF THE ENTRANCE INTO A STATE HIGHWAY DEPARTMENT STORAGE
 QE1483'AREA, AND 12.0 M (39.4 FT) SOUTHWEST OF THE CENTER OF DRIVER ROAD.
 QE1483'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QE1483'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 QE1483'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 QE1483
 QE1483                          STATION RECOVERY (2004)
 QE1483
 QE1483'RECOVERY NOTE BY US POWER SQUADRON 2004 (RHC)
 QE1483'FOUND THE AREA AND VERIFIED WITH WAAS/GPS BUT THE AREA WAS 10 DEEP IN
 QE1483'BLACKBERRIES SO NO FURTHER SEARCH WAS MADE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1397 ***********************************************************************
 QD1397  DESIGNATION -  B 729
 QD1397  PID         -  QD1397
 QD1397  STATE/COUNTY-  OR/WASCO
 QD1397  USGS QUAD   -  ANTELOPE (1987)
 QD1397
 QD1397                         *CURRENT SURVEY CONTROL
 QD1397  ___________________________________________________________________
 QD1397* NAD 83(1986)-  44 53 15.     (N)    120 39 02.     (W)     SCALED    
 QD1397* NAVD 88     -      1003.902  (meters)    3293.64   (feet)  ADJUSTED  
 QD1397  ___________________________________________________________________
 QD1397  GEOID HEIGHT-         -20.46  (meters)                     GEOID03
 QD1397  DYNAMIC HT  -        1003.645 (meters)    3292.79  (feet)  COMP
 QD1397  MODELED GRAV-     980,326.3   (mgal)                       NAVD 88
 QD1397
 QD1397  VERT ORDER  -  FIRST     CLASS II
 QD1397
 QD1397.The horizontal coordinates were scaled from a topographic map and have
 QD1397.an estimated accuracy of +/- 6 seconds.
 QD1397
 QD1397.The orthometric height was determined by differential leveling
 QD1397.and adjusted in June 1991.
 QD1397
 QD1397.The geoid height was determined by GEOID03.
 QD1397
 QD1397.The dynamic height is computed by dividing the NAVD 88
 QD1397.geopotential number by the normal gravity value computed on the
 QD1397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1397.degrees latitude (g = 980.6199 gals.).
 QD1397
 QD1397.The modeled gravity was interpolated from observed gravity values.
 QD1397
 QD1397;                    North         East    Units  Estimated Accuracy
 QD1397;SPC OR N     -   135,670.    2,488,110.      MT  (+/- 180 meters Scaled)
 QD1397
 QD1397                          SUPERSEDED SURVEY CONTROL
 QD1397
 QD1397.No superseded survey control is available for this station.
 QD1397
 QD1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ855731(NAD 83)
 QD1397_MARKER: I = METAL ROD
 QD1397_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QD1397_SP_SET: STAINLESS STEEL ROD
 QD1397_STAMPING: B 729 1987
 QD1397_MARK LOGO: NGS   
 QD1397_PROJECTION: FLUSH
 QD1397_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QD1397_ROD/PIPE-DEPTH: 3.47 meters
 QD1397
 QD1397  HISTORY     - Date     Condition        Report By
 QD1397  HISTORY     - 1987     MONUMENTED       NGS
 QD1397
 QD1397                          STATION DESCRIPTION
 QD1397
 QD1397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QD1397'8.2 KM (5.10 MI) EAST FROM ANTELOPE.
 QD1397'6.0 KM (3.75 MI) EAST ALONG STATE HIGHWAY 218 FROM THE POST OFFICE IN
 QD1397'ANTELOPE, THENCE 2.2 KM (1.35 MI) SOUTH ALONG COLD CAMP ROAD, 39.9 M
 QD1397'(130.9 FT) SOUTHWEST OF TELEPHONE BOX T 6, 7.8 M (25.6 FT) NORTHWEST
 QD1397'OF THE ROAD CENTER, 23.9 M (78.4 FT) NORTHEAST OF A FENCE CORNER,
 QD1397'0.73 M (2.4 FT) SOUTHEAST OF A FENCE. NOTE--ACCESS TO DATUM POINT IS
 QD1397'HAD THROUGH A 5-INCH LOGO CAP.
 QD1397'THE MARK IS 0.39 METERS  SW FROM  A WITNESS POST
 QD1397'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0587 ***********************************************************************
 PB0587  DESIGNATION -  B 73
 PB0587  PID         -  PB0587
 PB0587  STATE/COUNTY-  OR/LAKE
 PB0587  USGS QUAD   -  EGLI RIM (1982)
 PB0587
 PB0587                         *CURRENT SURVEY CONTROL
 PB0587  ___________________________________________________________________
 PB0587* NAD 83(1986)-  43 01 58.     (N)    120 47 31.     (W)     SCALED    
 PB0587* NAVD 88     -      1450.958  (meters)    4760.35   (feet)  ADJUSTED  
 PB0587  ___________________________________________________________________
 PB0587  GEOID HEIGHT-         -20.55  (meters)                     GEOID03
 PB0587  DYNAMIC HT  -        1450.150 (meters)    4757.70  (feet)  COMP
 PB0587  MODELED GRAV-     980,012.2   (mgal)                       NAVD 88
 PB0587
 PB0587  VERT ORDER  -  SECOND    CLASS 0
 PB0587
 PB0587.The horizontal coordinates were scaled from a topographic map and have
 PB0587.an estimated accuracy of +/- 6 seconds.
 PB0587
 PB0587.The orthometric height was determined by differential leveling
 PB0587.and adjusted in June 1991.
 PB0587
 PB0587.The geoid height was determined by GEOID03.
 PB0587
 PB0587.The dynamic height is computed by dividing the NAVD 88
 PB0587.geopotential number by the normal gravity value computed on the
 PB0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0587.degrees latitude (g = 980.6199 gals.).
 PB0587
 PB0587.The modeled gravity was interpolated from observed gravity values.
 PB0587
 PB0587;                    North         East    Units  Estimated Accuracy
 PB0587;SPC OR S     -   151,790.    1,476,210.      MT  (+/- 180 meters Scaled)
 PB0587
 PB0587                          SUPERSEDED SURVEY CONTROL
 PB0587
 PB0587  NGVD 29 (??/??/92) 1449.740  (m)         4756.36   (f) ADJ UNCH    2 0
 PB0587
 PB0587.Superseded values are not recommended for survey control.
 PB0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0587.See file dsdata.txt to determine how the superseded data were derived.
 PB0587
 PB0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFN798668(NAD 83)
 PB0587_MARKER: DD = SURVEY DISK
 PB0587_SETTING: 80 = SET IN A BOULDER
 PB0587_SP_SET: BOULDER
 PB0587_STAMPING: B 73 1931
 PB0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0587+STABILITY: SURFACE MOTION
 PB0587
 PB0587  HISTORY     - Date     Condition        Report By
 PB0587  HISTORY     - 1931     MONUMENTED       ORDT
 PB0587  HISTORY     - 1931     GOOD             NGS
 PB0587
 PB0587                          STATION DESCRIPTION
 PB0587
 PB0587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 PB0587'4.9 MI N FROM SUMMER LAKE.
 PB0587'ABOUT 4.9 MILES NORTH ALONG THE FREMONT HIGHWAY (OREGON 31) FROM
 PB0587'SUMMER LAKE, LAKE COUNTY, AT THE SOUTH END OF A SMALL CUT, 37 FEET
 PB0587'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND IN A BOULDER.  AN
 PB0587'OREGON STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED B 73 1931.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1421 ***********************************************************************
 QD1421  DESIGNATION -  B 730
 QD1421  PID         -  QD1421
 QD1421  STATE/COUNTY-  OR/JEFFERSON
 QD1421  USGS QUAD   -  MUDDY RANCH (1987)
 QD1421
 QD1421                         *CURRENT SURVEY CONTROL
 QD1421  ___________________________________________________________________
 QD1421* NAD 83(1986)-  44 46 37.     (N)    120 26 12.     (W)     SCALED    
 QD1421* NAVD 88     -       648.984  (meters)    2129.21   (feet)  ADJUSTED  
 QD1421  ___________________________________________________________________
 QD1421  GEOID HEIGHT-         -20.50  (meters)                     GEOID03
 QD1421  DYNAMIC HT  -         648.849 (meters)    2128.77  (feet)  COMP
 QD1421  MODELED GRAV-     980,387.8   (mgal)                       NAVD 88
 QD1421
 QD1421  VERT ORDER  -  FIRST     CLASS II
 QD1421
 QD1421.The horizontal coordinates were scaled from a topographic map and have
 QD1421.an estimated accuracy of +/- 6 seconds.
 QD1421
 QD1421.The orthometric height was determined by differential leveling
 QD1421.and adjusted in June 1991.
 QD1421
 QD1421.The geoid height was determined by GEOID03.
 QD1421
 QD1421.The dynamic height is computed by dividing the NAVD 88
 QD1421.geopotential number by the normal gravity value computed on the
 QD1421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1421.degrees latitude (g = 980.6199 gals.).
 QD1421
 QD1421.The modeled gravity was interpolated from observed gravity values.
 QD1421
 QD1421;                    North         East    Units  Estimated Accuracy
 QD1421;SPC OR N     -   123,380.    2,505,010.      MT  (+/- 180 meters Scaled)
 QD1421
 QD1421                          SUPERSEDED SURVEY CONTROL
 QD1421
 QD1421.No superseded survey control is available for this station.
 QD1421
 QD1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGQ028613(NAD 83)
 QD1421_MARKER: I = METAL ROD
 QD1421_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QD1421_SP_SET: STAINLESS STEEL ROD
 QD1421_STAMPING: B 730 1987
 QD1421_MARK LOGO: NGS   
 QD1421_PROJECTION: FLUSH
 QD1421_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QD1421_ROD/PIPE-DEPTH: 3.10 meters
 QD1421
 QD1421  HISTORY     - Date     Condition        Report By
 QD1421  HISTORY     - 1987     MONUMENTED       NGS
 QD1421
 QD1421                          STATION DESCRIPTION
 QD1421
 QD1421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QD1421'39.7 KM (24.65 MI) SE FROM ANTELOPE.
 QD1421'6.0 KM (3.75 MI) EAST ALONG STATE HIGHWAY 218 FROM THE POST OFFICE IN
 QD1421'ANTELOPE, THENCE 4.6 KM (2.85 MI) SOUTH ALONG COLD CAMP ROAD, THENCE
 QD1421'29.0 KM (18.00 MI) SOUTHEAST ALONG MUDDY ROAD, 9.1 M (29.9 FT) WEST
 QD1421'OF THE ROAD CENTER. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 QD1421'5-INCH LOGO CAP.
 QD1421'THE MARK IS 0.36 METERS  S FROM  A WITNESS POST
 QD1421'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0848 ***********************************************************************
 QC0848  DESIGNATION -  B 731
 QC0848  PID         -  QC0848
 QC0848  STATE/COUNTY-  OR/WHEELER
 QC0848  USGS QUAD   -  TUBB SPRING (1990)
 QC0848
 QC0848                         *CURRENT SURVEY CONTROL
 QC0848  ___________________________________________________________________
 QC0848* NAD 83(1986)-  44 32 46.     (N)    119 52 06.     (W)     SCALED    
 QC0848* NAVD 88     -      1128.357  (meters)    3701.95   (feet)  ADJUSTED  
 QC0848  ___________________________________________________________________
 QC0848  GEOID HEIGHT-         -19.19  (meters)                     GEOID03
 QC0848  DYNAMIC HT  -        1127.961 (meters)    3700.65  (feet)  COMP
 QC0848  MODELED GRAV-     980,228.4   (mgal)                       NAVD 88
 QC0848
 QC0848  VERT ORDER  -  FIRST     CLASS II
 QC0848
 QC0848.The horizontal coordinates were scaled from a topographic map and have
 QC0848.an estimated accuracy of +/- 6 seconds.
 QC0848
 QC0848.The orthometric height was determined by differential leveling
 QC0848.and adjusted in June 1991.
 QC0848
 QC0848.The geoid height was determined by GEOID03.
 QC0848
 QC0848.The dynamic height is computed by dividing the NAVD 88
 QC0848.geopotential number by the normal gravity value computed on the
 QC0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0848.degrees latitude (g = 980.6199 gals.).
 QC0848
 QC0848.The modeled gravity was interpolated from observed gravity values.
 QC0848
 QC0848;                    North         East    Units  Estimated Accuracy
 QC0848;SPC OR N     -    97,920.    2,550,190.      MT  (+/- 180 meters Scaled)
 QC0848
 QC0848                          SUPERSEDED SURVEY CONTROL
 QC0848
 QC0848.No superseded survey control is available for this station.
 QC0848
 QC0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKK721365(NAD 83)
 QC0848_MARKER: DV = VERTICAL CONTROL DISK
 QC0848_SETTING: 66 = SET IN ROCK OUTCROP
 QC0848_SP_SET: IN A DRILL HOLE IN BEDROCK
 QC0848_STAMPING: B 731 1987
 QC0848_MARK LOGO: NGS   
 QC0848_MAGNETIC: N = NO MAGNETIC MATERIAL
 QC0848_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QC0848+STABILITY: POSITION/ELEVATION WELL
 QC0848_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QC0848+SATELLITE: SATELLITE OBSERVATIONS - 1987
 QC0848
 QC0848  HISTORY     - Date     Condition        Report By
 QC0848  HISTORY     - 1987     MONUMENTED       NGS
 QC0848
 QC0848                          STATION DESCRIPTION
 QC0848
 QC0848'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QC0848'28.6 KM (17.75 MI) EASTERLY ALONG U.S. HIGHWAY 26 FROM THE JUNCTION OF
 QC0848'STATE HIGHWAY 207 IN MITCHELL, IN AN EXPOSED AREA OF BEDROCK AT THE
 QC0848'SOUTHWEST END OF A HIGHWAY CUT, 40.0 M (131.2 FT) NORTHEAST OF A
 QC0848'CULVERT SPANNING MOUNTAIN CREEK, 7.3 M (24.0 FT) WEST OF THE
 QC0848'CENTERLINE OF THE HIGHWAY, 4.5 M (14.8 FT) NORTH OF THE NORTH END OF
 QC0848'A GUARDRAIL, 1.2 M (3.9 FT) WEST OF A WITNESS POST, AND 0.5 M
 QC0848'(1.6 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1511 ***********************************************************************
 QE1511  DESIGNATION -  B 732
 QE1511  PID         -  QE1511
 QE1511  STATE/COUNTY-  OR/LANE
 QE1511  USGS QUAD   -  EUGENE WEST (1986)
 QE1511
 QE1511                         *CURRENT SURVEY CONTROL
 QE1511  ___________________________________________________________________
 QE1511* NAD 83(1986)-  44 05 17.     (N)    123 09 30.     (W)     SCALED    
 QE1511* NAVD 88     -       118.986  (meters)     390.37   (feet)  ADJUSTED  
 QE1511  ___________________________________________________________________
 QE1511  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 QE1511  DYNAMIC HT  -         118.971 (meters)     390.32  (feet)  COMP
 QE1511  MODELED GRAV-     980,489.4   (mgal)                       NAVD 88
 QE1511
 QE1511  VERT ORDER  -  FIRST     CLASS II
 QE1511
 QE1511.The horizontal coordinates were scaled from a topographic map and have
 QE1511.an estimated accuracy of +/- 6 seconds.
 QE1511
 QE1511.The orthometric height was determined by differential leveling
 QE1511.and adjusted in June 1991.
 QE1511
 QE1511.The geoid height was determined by GEOID03.
 QE1511
 QE1511.The dynamic height is computed by dividing the NAVD 88
 QE1511.geopotential number by the normal gravity value computed on the
 QE1511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1511.degrees latitude (g = 980.6199 gals.).
 QE1511
 QE1511.The modeled gravity was interpolated from observed gravity values.
 QE1511
 QE1511;                    North         East    Units  Estimated Accuracy
 QE1511;SPC OR S     -   272,370.    1,287,130.      MT  (+/- 180 meters Scaled)
 QE1511
 QE1511                          SUPERSEDED SURVEY CONTROL
 QE1511
 QE1511.No superseded survey control is available for this station.
 QE1511
 QE1511_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP873816(NAD 83)
 QE1511_MARKER: I = METAL ROD
 QE1511_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QE1511+WITH SETTING: INFORMATION.
 QE1511_SP_SET: SHALLOW-SET METAL ROD
 QE1511_STAMPING: B 732 1987
 QE1511_MARK LOGO: NGS   
 QE1511_PROJECTION: FLUSH
 QE1511_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE1511_ROD/PIPE-DEPTH: 2.4  meters
 QE1511
 QE1511  HISTORY     - Date     Condition        Report By
 QE1511  HISTORY     - 1987     MONUMENTED       NGS
 QE1511
 QE1511                          STATION DESCRIPTION
 QE1511
 QE1511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QE1511'IN EUGENE.
 QE1511'IN EUGENE, AT 2140 STATE HIGHWAY 99, 25.8 M (84.6 FT) SOUTHWEST OF THE
 QE1511'CENTERLINE OF THE SOUTHEASTBOUND LANES OF THE HIGHWAY, 20.4 M
 QE1511'(66.9 FT) NORTH OF THE NORTH CORNER OF A HOUSE AT 2140 STATE HIGHWAY
 QE1511'99, 17.5 M (57.4 FT) NORTHWEST OF THE CENTER OF A PAVED DRIVEWAY, AND
 QE1511'1.0 M (3.3 FT) NORTHWEST OF A UTILITY POLE. NOTE--ACCESS TO DATUM
 QE1511'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QE1511'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 QE1511'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1637 ***********************************************************************
 QE1637  DESIGNATION -  B 733
 QE1637  PID         -  QE1637
 QE1637  STATE/COUNTY-  OR/LANE
 QE1637  USGS QUAD   -  LEABURG (1988)
 QE1637
 QE1637                         *CURRENT SURVEY CONTROL
 QE1637  ___________________________________________________________________
 QE1637* NAD 83(1986)-  44 05 03.     (N)    122 44 32.     (W)     SCALED    
 QE1637* NAVD 88     -       192.934  (meters)     632.98   (feet)  ADJUSTED  
 QE1637  ___________________________________________________________________
 QE1637  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 QE1637  DYNAMIC HT  -         192.899 (meters)     632.87  (feet)  COMP
 QE1637  MODELED GRAV-     980,431.3   (mgal)                       NAVD 88
 QE1637
 QE1637  VERT ORDER  -  FIRST     CLASS II
 QE1637
 QE1637.The horizontal coordinates were scaled from a topographic map and have
 QE1637.an estimated accuracy of +/- 6 seconds.
 QE1637
 QE1637.The orthometric height was determined by differential leveling
 QE1637.and adjusted in June 1991.
 QE1637
 QE1637.The geoid height was determined by GEOID03.
 QE1637
 QE1637.The dynamic height is computed by dividing the NAVD 88
 QE1637.geopotential number by the normal gravity value computed on the
 QE1637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1637.degrees latitude (g = 980.6199 gals.).
 QE1637
 QE1637.The modeled gravity was interpolated from observed gravity values.
 QE1637
 QE1637;                    North         East    Units  Estimated Accuracy
 QE1637;SPC OR S     -   270,960.    1,320,430.      MT  (+/- 180 meters Scaled)
 QE1637
 QE1637                          SUPERSEDED SURVEY CONTROL
 QE1637
 QE1637.No superseded survey control is available for this station.
 QE1637
 QE1637_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP206812(NAD 83)
 QE1637_MARKER: I = METAL ROD
 QE1637_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QE1637_SP_SET: STAINLESS STEEL ROD
 QE1637_STAMPING: B 733 1987
 QE1637_MARK LOGO: NGS   
 QE1637_PROJECTION: RECESSED 3 CENTIMETERS
 QE1637_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE1637_ROD/PIPE-DEPTH: 3.1  meters
 QE1637
 QE1637  HISTORY     - Date     Condition        Report By
 QE1637  HISTORY     - 1987     MONUMENTED       NGS
 QE1637
 QE1637                          STATION DESCRIPTION
 QE1637
 QE1637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QE1637'15.9 KM (9.90 MI) EAST FROM SPRINGFIELD.
 QE1637'15.9 KM (9.90 MI) EASTERLY ALONG STATE HIGHWAY 126 FROM ITS JUNCTION
 QE1637'WITH SOUTH 5TH STREET IN SPRINGFIELD, 29.7 M (97.4 FT) NORTHEAST OF
 QE1637'THE NORTHEAST CORNER OF THE HOUSE AT 41120 STATE HIGHWAY 126, 9.4 M
 QE1637'(30.8 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 6.0 M (19.7 FT)
 QE1637'EAST-NORTHEAST OF THE CENTER OF A DRIVEWAY, AND 3.2 M (10.5 FT) SOUTH
 QE1637'OF A FENCE CORNER. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 QE1637'5-INCH LOGO CAP.
 QE1637'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 QE1637'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1661 ***********************************************************************
 QE1661  DESIGNATION -  B 734
 QE1661  PID         -  QE1661
 QE1661  STATE/COUNTY-  OR/LANE
 QE1661  USGS QUAD   -  BELKNAP SPRINGS (1989)
 QE1661
 QE1661                         *CURRENT SURVEY CONTROL
 QE1661  ___________________________________________________________________
 QE1661* NAD 83(1986)-  44 11 47.     (N)    122 02 22.     (W)     SCALED    
 QE1661* NAVD 88     -       522.123  (meters)    1713.00   (feet)  ADJUSTED  
 QE1661  ___________________________________________________________________
 QE1661  GEOID HEIGHT-         -21.75  (meters)                     GEOID03
 QE1661  DYNAMIC HT  -         521.971 (meters)    1712.50  (feet)  COMP
 QE1661  MODELED GRAV-     980,312.2   (mgal)                       NAVD 88
 QE1661
 QE1661  VERT ORDER  -  FIRST     CLASS II
 QE1661
 QE1661.The horizontal coordinates were scaled from a topographic map and have
 QE1661.an estimated accuracy of +/- 6 seconds.
 QE1661
 QE1661.The orthometric height was determined by differential leveling
 QE1661.and adjusted in June 1991.
 QE1661
 QE1661.The geoid height was determined by GEOID03.
 QE1661
 QE1661.The dynamic height is computed by dividing the NAVD 88
 QE1661.geopotential number by the normal gravity value computed on the
 QE1661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1661.degrees latitude (g = 980.6199 gals.).
 QE1661
 QE1661.The modeled gravity was interpolated from observed gravity values.
 QE1661
 QE1661;                    North         East    Units  Estimated Accuracy
 QE1661;SPC OR S     -   282,160.    1,376,940.      MT  (+/- 180 meters Scaled)
 QE1661
 QE1661                          SUPERSEDED SURVEY CONTROL
 QE1661
 QE1661.No superseded survey control is available for this station.
 QE1661
 QE1661_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP767941(NAD 83)
 QE1661_MARKER: DB = BENCH MARK DISK
 QE1661_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QE1661_SP_SET: ABUTMENT
 QE1661_STAMPING: B 734 1987
 QE1661_MARK LOGO: NGS   
 QE1661_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE1661
 QE1661  HISTORY     - Date     Condition        Report By
 QE1661  HISTORY     - 1987     MONUMENTED       NGS
 QE1661
 QE1661                          STATION DESCRIPTION
 QE1661
 QE1661'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QE1661'10.9 KM (6.75 MI) NE FROM MCKENZIE BRIDGE.
 QE1661'10.9 KM (6.75 MI) NORTHEASTERLY ALONG STATE HIGHWAY 126 FROM ITS
 QE1661'JUNCTION WITH TAYLOR ROAD IN MCKENZIE BRIDGE, IN TOP AND 0.2 M
 QE1661'(0.7 FT) WEST OF THE EAST END OF THE NORTH ABUTMENT OF A BRIDGE
 QE1661'SPANNING SCOTT CREEK, 4.7 M (15.4 FT) EAST OF THE CENTERLINE OF THE
 QE1661'HIGHWAY, AND 1.0 M (3.3 FT) SOUTH OF THE NORTH END OF THE BRIDGE.
 QE1661'THE MARK IS 0.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1677 ***********************************************************************
 QE1677  DESIGNATION -  B 735
 QE1677  PID         -  QE1677
 QE1677  STATE/COUNTY-  OR/LINN
 QE1677  USGS QUAD   -  ECHO MOUNTAIN (1994)
 QE1677
 QE1677                         *CURRENT SURVEY CONTROL
 QE1677  ___________________________________________________________________
 QE1677* NAD 83(1986)-  44 23 37.     (N)    122 00 05.     (W)     SCALED    
 QE1677* NAVD 88     -       963.389  (meters)    3160.72   (feet)  ADJUSTED  
 QE1677  ___________________________________________________________________
 QE1677  GEOID HEIGHT-         -21.54  (meters)                     GEOID03
 QE1677  DYNAMIC HT  -         963.062 (meters)    3159.65  (feet)  COMP
 QE1677  MODELED GRAV-     980,245.7   (mgal)                       NAVD 88
 QE1677
 QE1677  VERT ORDER  -  FIRST     CLASS II
 QE1677
 QE1677.The horizontal coordinates were scaled from a topographic map and have
 QE1677.an estimated accuracy of +/- 6 seconds.
 QE1677
 QE1677.The orthometric height was determined by differential leveling
 QE1677.and adjusted in June 1991.
 QE1677
 QE1677.The geoid height was determined by GEOID03.
 QE1677
 QE1677.The dynamic height is computed by dividing the NAVD 88
 QE1677.geopotential number by the normal gravity value computed on the
 QE1677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1677.degrees latitude (g = 980.6199 gals.).
 QE1677
 QE1677.The modeled gravity was interpolated from observed gravity values.
 QE1677
 QE1677;                    North         East    Units  Estimated Accuracy
 QE1677;SPC OR N     -    81,890.    2,380,390.      MT  (+/- 180 meters Scaled)
 QE1677
 QE1677                          SUPERSEDED SURVEY CONTROL
 QE1677
 QE1677.No superseded survey control is available for this station.
 QE1677
 QE1677_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ795160(NAD 83)
 QE1677_MARKER: I = METAL ROD
 QE1677_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QE1677+WITH SETTING: INFORMATION.
 QE1677_SP_SET: SHALLOW-SET METAL ROD
 QE1677_STAMPING: B 735 1987
 QE1677_MARK LOGO: NGS   
 QE1677_PROJECTION: FLUSH
 QE1677_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE1677_ROD/PIPE-DEPTH: 1.7  meters
 QE1677
 QE1677  HISTORY     - Date     Condition        Report By
 QE1677  HISTORY     - 1987     MONUMENTED       NGS
 QE1677
 QE1677                          STATION DESCRIPTION
 QE1677
 QE1677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QE1677'36.5 KM (22.70 MI) NE FROM MCKENZIE BRIDGE.
 QE1677'36.5 KM (22.70 MI) NORTHEASTERLY ALONG STATE HIGHWAY 126 FROM ITS
 QE1677'JUNCTION WITH TAYLOR ROAD IN MCKENZIE BRIDGE, 23.5 M (77.1 FT) EAST
 QE1677'OF THE CENTERLINE OF THE HIGHWAY, AND 8.3 M (27.2 FT) NORTH OF THE
 QE1677'CENTER OF ENO FIRE ROAD NUMBER 2676. NOTE--ACCESS TO DATUM POINT IS
 QE1677'HAD THROUGH A 5-INCH LOGO CAP.
 QE1677'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 QE1677'THE MARK IS 0.6 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1332 ***********************************************************************
 QD1332  DESIGNATION -  B 736
 QD1332  PID         -  QD1332
 QD1332  STATE/COUNTY-  OR/JEFFERSON
 QD1332  USGS QUAD   -  BLACK BUTTE (1988)
 QD1332
 QD1332                         *CURRENT SURVEY CONTROL
 QD1332  ___________________________________________________________________
 QD1332* NAD 83(1986)-  44 24 59.     (N)    121 42 00.     (W)     SCALED    
 QD1332* NAVD 88     -      1005.408  (meters)    3298.58   (feet)  ADJUSTED  
 QD1332  ___________________________________________________________________
 QD1332  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 QD1332  DYNAMIC HT  -        1005.059 (meters)    3297.43  (feet)  COMP
 QD1332  MODELED GRAV-     980,237.4   (mgal)                       NAVD 88
 QD1332
 QD1332  VERT ORDER  -  FIRST     CLASS II
 QD1332
 QD1332.The horizontal coordinates were scaled from a topographic map and have
 QD1332.an estimated accuracy of +/- 6 seconds.
 QD1332
 QD1332.The orthometric height was determined by differential leveling
 QD1332.and adjusted in June 1991.
 QD1332
 QD1332.The geoid height was determined by GEOID03.
 QD1332
 QD1332.The dynamic height is computed by dividing the NAVD 88
 QD1332.geopotential number by the normal gravity value computed on the
 QD1332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1332.degrees latitude (g = 980.6199 gals.).
 QD1332
 QD1332.The modeled gravity was interpolated from observed gravity values.
 QD1332
 QD1332;                    North         East    Units  Estimated Accuracy
 QD1332;SPC OR N     -    84,020.    2,404,430.      MT  (+/- 180 meters Scaled)
 QD1332
 QD1332                          SUPERSEDED SURVEY CONTROL
 QD1332
 QD1332.No superseded survey control is available for this station.
 QD1332
 QD1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ034189(NAD 83)
 QD1332_MARKER: I = METAL ROD
 QD1332_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QD1332+WITH SETTING: INFORMATION.
 QD1332_SP_SET: SHALLOW-SET METAL ROD
 QD1332_STAMPING: B 736 1987
 QD1332_MARK LOGO: NGS   
 QD1332_PROJECTION: FLUSH
 QD1332_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QD1332_ROD/PIPE-DEPTH: 2.4  meters
 QD1332
 QD1332  HISTORY     - Date     Condition        Report By
 QD1332  HISTORY     - 1987     MONUMENTED       NGS
 QD1332
 QD1332                          STATION DESCRIPTION
 QD1332
 QD1332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QD1332'19.2 KM (11.95 MI) NW FROM SISTERS.
 QD1332'19.2 KM (11.95 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 20 FROM ITS
 QD1332'JUNCTION WITH FIR STREET IN SISTERS, 18.2 M (59.7 FT) SOUTHWEST OF
 QD1332'THE CENTER OF THE HIGHWAY, AND 16.1 M (52.8 FT) SOUTHEAST OF THE
 QD1332'CENTER OF A GRAVELED ROAD LEADING TO CAMP TAMARACK AND FIRE SIGN
 QD1332'NUMBER 2066. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 QD1332'CAP.
 QD1332'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 QD1332'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1522 ***********************************************************************
 QE1522  CBN         -  This is a Cooperative Base Network Control Station.
 QE1522  DESIGNATION -  B 737
 QE1522  PID         -  QE1522
 QE1522  STATE/COUNTY-  OR/LANE
 QE1522  USGS QUAD   -  JUNCTION CITY (1986)
 QE1522
 QE1522                         *CURRENT SURVEY CONTROL
 QE1522  ___________________________________________________________________
 QE1522* NAD 83(2007)-  44 08 57.97325(N)    123 11 50.93588(W)     ADJUSTED  
 QE1522* NAVD 88     -       108.203  (meters)     355.00   (feet)  ADJUSTED  
 QE1522  ___________________________________________________________________
 QE1522  EPOCH DATE  -        2007.00
 QE1522  X           -  -2,509,854.342 (meters)                     COMP
 QE1522  Y           -  -3,835,827.343 (meters)                     COMP
 QE1522  Z           -   4,420,080.083 (meters)                     COMP
 QE1522  LAPLACE CORR-          -3.66  (seconds)                    DEFLEC99
 QE1522  ELLIP HEIGHT-          85.062 (meters)          (02/10/07) ADJUSTED
 QE1522  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 QE1522  DYNAMIC HT  -         108.191 (meters)     354.96  (feet)  COMP
 QE1522
 QE1522  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 QE1522  Type    PID    Designation                      North   East  Ellip
 QE1522  -------------------------------------------------------------------
 QE1522  NETWORK QE1522 B 737                             0.65   0.51   1.43
 QE1522  -------------------------------------------------------------------
 QE1522  MODELED GRAV-     980,504.3   (mgal)                       NAVD 88
 QE1522
 QE1522  VERT ORDER  -  FIRST     CLASS II
 QE1522
 QE1522.The horizontal coordinates were established by GPS observations
 QE1522.and adjusted by the National Geodetic Survey in February 2007.
 QE1522
 QE1522.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 QE1522.See www.ngs.noaa.gov/NationalReadjustment for more information.
 QE1522.The horizontal coordinates are valid at the epoch date displayed above.
 QE1522.The epoch date for horizontal control is a decimal equivalence
 QE1522.of Year/Month/Day.
 QE1522
 QE1522.The orthometric height was determined by differential leveling
 QE1522.and adjusted in June 1991.
 QE1522
 QE1522.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QE1522
 QE1522.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE1522
 QE1522.The ellipsoidal height was determined by GPS observations
 QE1522.and is referenced to NAD 83.
 QE1522
 QE1522.The geoid height was determined by GEOID03.
 QE1522
 QE1522.The dynamic height is computed by dividing the NAVD 88
 QE1522.geopotential number by the normal gravity value computed on the
 QE1522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1522.degrees latitude (g = 980.6199 gals.).
 QE1522
 QE1522.The modeled gravity was interpolated from observed gravity values.
 QE1522
 QE1522;                    North         East     Units Scale Factor Converg.
 QE1522;SPC OR S     -   279,283.957 1,284,217.374   MT  1.00004142   -1 50 43.7
 QE1522;SPC OR S     -   916,285.95  4,213,311.59   iFT  1.00004142   -1 50 43.7
 QE1522;UTM  10      - 4,888,489.656   484,206.834   MT  0.99960307   -0 08 15.2
 QE1522
 QE1522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE1522!SPC OR S     -   0.99998666  x   1.00004142  =   1.00002808
 QE1522!UTM  10      -   0.99998666  x   0.99960307  =   0.99958974
 QE1522
 QE1522                          SUPERSEDED SURVEY CONTROL
 QE1522
 QE1522  NAD 83(1998)-  44 08 57.97111(N)    123 11 50.93722(W) AD(       ) A
 QE1522  ELLIP H (04/24/00)   85.068  (m)                       GP(       ) 3 1
 QE1522  NAD 83(1991)-  44 08 57.96910(N)    123 11 50.93640(W) AD(       ) B
 QE1522  ELLIP H (10/13/99)   85.203  (m)                       GP(       ) 3 1
 QE1522  NAVD 88 (10/13/99)  108.20   (m)          355.0    (f) LEVELING    3  
 QE1522
 QE1522.Superseded values are not recommended for survey control.
 QE1522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1522.See file dsdata.txt to determine how the superseded data were derived.
 QE1522
 QE1522_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP8420788490(NAD 83)
 QE1522_MARKER: I = METAL ROD
 QE1522_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QE1522_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 QE1522_STAMPING: B 737 1987
 QE1522_MARK LOGO: NGS   
 QE1522_PROJECTION: FLUSH
 QE1522_MAGNETIC: N = NO MAGNETIC MATERIAL
 QE1522_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QE1522+STABILITY: POSITION/ELEVATION WELL
 QE1522_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QE1522+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2006
 QE1522_ROD/PIPE-DEPTH: 10.7 meters
 QE1522_SLEEVE-DEPTH  : 7.3 meters
 QE1522
 QE1522  HISTORY     - Date     Condition        Report By
 QE1522  HISTORY     - 1987     MONUMENTED       NGS
 QE1522  HISTORY     - 19980706 GOOD             DBEC
 QE1522  HISTORY     - 20000403 GOOD             OR-003
 QE1522  HISTORY     - 20020710 GOOD             USACE
 QE1522  HISTORY     - 20061019 GOOD             USPSQD
 QE1522
 QE1522                          STATION DESCRIPTION
 QE1522
 QE1522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QE1522'7.0 KM (4.35 MI) NE FROM EUGENE.
 QE1522'6.8 KM (4.25 MI) NORTHERLY ALONG STATE HIGHWAY 99E FROM ITS JUNCTION
 QE1522'WITH BELT LINE ROAD IN EUGENE, THENCE 0.2 KM (0.10 MI) EASTERLY ALONG
 QE1522'MEADOW VIEW ROAD, 20.3 M (66.6 FT) NORTH-NORTHWEST OF THE NORTHWEST
 QE1522'CORNER OF A MACHINE SHOP BUILDING, 18.6 M (61.0 FT) WEST OF THE
 QE1522'CENTER OF A CONCRETE DRIVEWAY LEADING TO THE MACHINE SHOP BUILDING,
 QE1522'17.9 M (58.7 FT) SOUTH OF THE CENTERLINE OF THE ROAD, AND 11.4 M
 QE1522'(37.4 FT) EAST OF THE CENTER OF THE MOST EASTERLY ONE OF TWO DRIVEWAYS
 QE1522'LEADING TO THE R.H. DEURMYER RESIDENCE AT 29220 MEADOW VIEW ROAD.
 QE1522'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QE1522'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 QE1522'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 QE1522
 QE1522                          STATION RECOVERY (1998)
 QE1522
 QE1522'RECOVERY NOTE BY DBEC ENGINEERING 1998 (MLA)
 QE1522'THE STATION IS LOCATED ABOUT 14.0 KM (8.70 MI) NORTHWEST OF EUGENE,
 QE1522'7.8 KM (4.85 MI) SOUTH OF JUNCTION CITY, 6.8 KM (4.20 MI) NORTHWEST OF
 QE1522'SANTA CLARA, 0.16 KM (0.10 MI) EAST OF STATE HIGHWAY 99, ON THE SOUTH
 QE1522'SIDE OF MEADOW VIEW ROAD, ON THE PROPERTY LINE BETWEEN PRIVATE HOME TO
 QE1522'THE WEST AND MACHINE SHOP TO THE EAST.  OWNERSHIP--RICHARD H DEURMYER,
 QE1522'29220 MEADOWVIEW ROAD, JUNCTION CITY, OR 97440.  PHONE 541-688-2330.
 QE1522'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 99 AND BELT
 QE1522'LINE HIGHWAY, ON THE NORTHWEST SIDE OF EUGENE, GO NORTHWEST ON HIGHWAY
 QE1522'99 FOR 6.8 KM (4.20 MI) TO THE INTERSECTION OF MEADOW VIEW ROAD.  TURN
 QE1522'RIGHT, EAST, ON MEADOW VIEW ROAD FOR 0.16 KM (0.10 MI) TO THE STATION
 QE1522'ON THE RIGHT.  THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD
 QE1522'DRIVEN TO REFUSAL IN A 2.5 CM DIAMETER GREASE FILLED PVC SLEEVE
 QE1522'ENCASED IN A 14 CM DIAMETER PVC PIPE WITH STANDARD NGS LOGO CAP
 QE1522'SURROUNDED BY CONCRETE FLUSH WITH THE GROUND. IT IS 20.3 M (66.6 FT)
 QE1522'NORTH-NORTHWEST FROM THE NORTHWEST CORNER OF A MACHINE SHOP BUILDING,
 QE1522'18.6 M (61.0 FT) WEST FROM THE CENTER OF A CONCRETE DRIVEWAY LEADING
 QE1522'TO THE MACHINE SHOP, 17.9 M (58.7 FT) SOUTH FROM THE CENTER OF MEADOW
 QE1522'VIEW ROAD, 11.4 M (37.4 FT) EAST FROM THE CENTER OF THE MOST EASTERLY
 QE1522'ONE OF TWO DRIVEWAYS LEADING TO THE RESIDENCE, AND 0.3 M (1.0 FT) WEST
 QE1522'FROM A WITNESS POST.
 QE1522
 QE1522                          STATION RECOVERY (2000)
 QE1522
 QE1522'RECOVERY NOTE BY BENTON COUNTY OREGON 2000 (REW)
 QE1522'RECOVERED AS DESCRIBED.
 QE1522
 QE1522                          STATION RECOVERY (2002)
 QE1522
 QE1522'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DAH)
 QE1522'WITNESS POST IS GONE.
 QE1522'MARK IS LOCATED IN A MOWED AREA.
 QE1522'A LINE OF CONCRETE FENCEPOSTS BEARS EAST 4.5 FEET.
 QE1522
 QE1522                          STATION RECOVERY (2006)
 QE1522
 QE1522'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 QE1522'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0702 ***********************************************************************
 PC0702  DESIGNATION -  B 738
 PC0702  PID         -  PC0702
 PC0702  STATE/COUNTY-  OR/LANE
 PC0702  USGS QUAD   -  COTTAGE GROVE (1984)
 PC0702
 PC0702                         *CURRENT SURVEY CONTROL
 PC0702  ___________________________________________________________________
 PC0702* NAD 83(1986)-  43 48 46.     (N)    123 02 20.     (W)     SCALED    
 PC0702* NAVD 88     -       194.815  (meters)     639.16   (feet)  ADJUSTED  
 PC0702  ___________________________________________________________________
 PC0702  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 PC0702  DYNAMIC HT  -         194.778 (meters)     639.03  (feet)  COMP
 PC0702  MODELED GRAV-     980,425.3   (mgal)                       NAVD 88
 PC0702
 PC0702  VERT ORDER  -  FIRST     CLASS II
 PC0702
 PC0702.The horizontal coordinates were scaled from a topographic map and have
 PC0702.an estimated accuracy of +/- 6 seconds.
 PC0702
 PC0702.The orthometric height was determined by differential leveling
 PC0702.and adjusted in June 1991.
 PC0702
 PC0702.The geoid height was determined by GEOID03.
 PC0702
 PC0702.The dynamic height is computed by dividing the NAVD 88
 PC0702.geopotential number by the normal gravity value computed on the
 PC0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0702.degrees latitude (g = 980.6199 gals.).
 PC0702
 PC0702.The modeled gravity was interpolated from observed gravity values.
 PC0702
 PC0702;                    North         East    Units  Estimated Accuracy
 PC0702;SPC OR S     -   241,500.    1,295,770.      MT  (+/- 180 meters Scaled)
 PC0702
 PC0702                          SUPERSEDED SURVEY CONTROL
 PC0702
 PC0702.No superseded survey control is available for this station.
 PC0702
 PC0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP968510(NAD 83)
 PC0702_MARKER: DB = BENCH MARK DISK
 PC0702_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PC0702_SP_SET: ABUTMENT
 PC0702_STAMPING: B 738 1987
 PC0702_MARK LOGO: NGS   
 PC0702_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PC0702
 PC0702  HISTORY     - Date     Condition        Report By
 PC0702  HISTORY     - 1987     MONUMENTED       NGS
 PC0702
 PC0702                          STATION DESCRIPTION
 PC0702
 PC0702'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PC0702'1.0 KM (0.60 MI) NORTH FROM COTTAGE GROVE.
 PC0702'1.0 KM (0.60 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 5 FROM THE
 PC0702'JUNCTION OF ROW ROAD IN COTTAGE GROVE, SET VERTICALLY IN THE
 PC0702'SOUTHEAST FACE OF THE SOUTHWEST CONCRETE ABUTMENT OF THE SOUTHBOUND
 PC0702'HIGHWAY BRIDGE SPANNING ROW RIVER, AND 5.3 M (17.4 FT) SOUTHEAST OF
 PC0702'THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY.
 PC0702'THE MARK IS 0.3 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0726 ***********************************************************************
 PC0726  DESIGNATION -  B 739
 PC0726  PID         -  PC0726
 PC0726  STATE/COUNTY-  OR/DOUGLAS
 PC0726  USGS QUAD   -  CURTIN (1987)
 PC0726
 PC0726                         *CURRENT SURVEY CONTROL
 PC0726  ___________________________________________________________________
 PC0726* NAD 83(1986)-  43 42 41.     (N)    123 13 06.     (W)     SCALED    
 PC0726* NAVD 88     -       123.078  (meters)     403.80   (feet)  ADJUSTED  
 PC0726  ___________________________________________________________________
 PC0726  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 PC0726  DYNAMIC HT  -         123.060 (meters)     403.74  (feet)  COMP
 PC0726  MODELED GRAV-     980,466.6   (mgal)                       NAVD 88
 PC0726
 PC0726  VERT ORDER  -  FIRST     CLASS II
 PC0726
 PC0726.The horizontal coordinates were scaled from a topographic map and have
 PC0726.an estimated accuracy of +/- 6 seconds.
 PC0726
 PC0726.The orthometric height was determined by differential leveling
 PC0726.and adjusted in June 1991.
 PC0726
 PC0726.The geoid height was determined by GEOID03.
 PC0726
 PC0726.The dynamic height is computed by dividing the NAVD 88
 PC0726.geopotential number by the normal gravity value computed on the
 PC0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0726.degrees latitude (g = 980.6199 gals.).
 PC0726
 PC0726.The modeled gravity was interpolated from observed gravity values.
 PC0726
 PC0726;                    North         East    Units  Estimated Accuracy
 PC0726;SPC OR S     -   230,690.    1,280,970.      MT  (+/- 180 meters Scaled)
 PC0726
 PC0726                          SUPERSEDED SURVEY CONTROL
 PC0726
 PC0726.No superseded survey control is available for this station.
 PC0726
 PC0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP824398(NAD 83)
 PC0726_MARKER: DB = BENCH MARK DISK
 PC0726_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PC0726_SP_SET: ABUTMENT
 PC0726_STAMPING: B 739 1987
 PC0726_MARK LOGO: NGS   
 PC0726_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PC0726
 PC0726  HISTORY     - Date     Condition        Report By
 PC0726  HISTORY     - 1987     MONUMENTED       NGS
 PC0726
 PC0726                          STATION DESCRIPTION
 PC0726
 PC0726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PC0726'9.9 KM (6.15 MI) NORTH FROM DRAIN.
 PC0726'9.9 KM (6.15 MI) NORTHERLY ALONG STATE HIGHWAY 99 FROM THE EAST
 PC0726'JUNCTION OF B STREET IN DRAIN, SET VERTICALLY IN THE WEST FACE OF THE
 PC0726'EAST CONCRETE ABUTMENT OF A HIGHWAY OVERPASS OF THE SOUTHERN PACIFIC
 PC0726'RAILROAD, 11.0 M (36.1 FT) NORTH OF THE CENTER OF THE HIGHWAY, AND
 PC0726'1.5 M (4.9 FT) SOUTH OF THE NORTH EDGE OF THE ABUTMENT.
 PC0726'THE MARK IS 1.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0297 ***********************************************************************
 PB0297  DESIGNATION -  B 74
 PB0297  PID         -  PB0297
 PB0297  STATE/COUNTY-  OR/LAKE
 PB0297  USGS QUAD   -  MC CARTY BUTTE (1982)
 PB0297
 PB0297                         *CURRENT SURVEY CONTROL
 PB0297  ___________________________________________________________________
 PB0297* NAD 83(1986)-  43 20 12.     (N)    121 10 20.     (W)     SCALED    
 PB0297* NAVD 88     -      1376.434  (meters)    4515.85   (feet)  ADJUSTED  
 PB0297  ___________________________________________________________________
 PB0297  GEOID HEIGHT-         -20.82  (meters)                     GEOID03
 PB0297  DYNAMIC HT  -        1375.709 (meters)    4513.47  (feet)  COMP
 PB0297  MODELED GRAV-     980,045.3   (mgal)                       NAVD 88
 PB0297
 PB0297  VERT ORDER  -  SECOND    CLASS 0
 PB0297
 PB0297.The horizontal coordinates were scaled from a topographic map and have
 PB0297.an estimated accuracy of +/- 6 seconds.
 PB0297
 PB0297.The orthometric height was determined by differential leveling
 PB0297.and adjusted in June 1991.
 PB0297
 PB0297.The geoid height was determined by GEOID03.
 PB0297
 PB0297.The dynamic height is computed by dividing the NAVD 88
 PB0297.geopotential number by the normal gravity value computed on the
 PB0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0297.degrees latitude (g = 980.6199 gals.).
 PB0297
 PB0297.The modeled gravity was interpolated from observed gravity values.
 PB0297
 PB0297;                    North         East    Units  Estimated Accuracy
 PB0297;SPC OR S     -   185,730.    1,445,490.      MT  (+/- 180 meters Scaled)
 PB0297
 PB0297                          SUPERSEDED SURVEY CONTROL
 PB0297
 PB0297  NGVD 29 (??/??/92) 1375.184  (m)         4511.75   (f) ADJ UNCH    2 0
 PB0297
 PB0297.Superseded values are not recommended for survey control.
 PB0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0297.See file dsdata.txt to determine how the superseded data were derived.
 PB0297
 PB0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFN481998(NAD 83)
 PB0297_MARKER: DB = BENCH MARK DISK
 PB0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0297_STAMPING: B-74 1931
 PB0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0297+STABILITY: SURFACE MOTION
 PB0297
 PB0297  HISTORY     - Date     Condition        Report By
 PB0297  HISTORY     - 1931     MONUMENTED       CGS
 PB0297  HISTORY     - 1978     GOOD             USPSQD
 PB0297  HISTORY     - 1978     GOOD             USGS
 PB0297  HISTORY     - 19860916 GOOD             USPSQD
 PB0297
 PB0297                          STATION DESCRIPTION
 PB0297
 PB0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 PB0297'17.4 MI NW FROM SILVER LAKE.
 PB0297'ABOUT 17.4 MILES NORTHWEST ALONG THE FREMONT HIGHWAY (OREGON 31) FROM
 PB0297'SILVER LAKE, LAKE COUNTY, AT THE JUNCTION OF THE ROAD LEADING TO THE
 PB0297'GEORGE PEYERL RANCH, 55 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 PB0297'45 FEET NORTH OF THE SIDE ROAD, AND 15 FEET EAST OF A FENCE CORNER. A
 PB0297'STANDARD DISK, STAMPED B 74 1931 AND SET IN THE TOP OF A CONCRETE
 PB0297'POST.
 PB0297
 PB0297                          STATION RECOVERY (1978)
 PB0297
 PB0297'RECOVERY NOTE BY US POWER SQUADRON 1978 (WRB)
 PB0297'RECOVERED IN GOOD CONDITION.
 PB0297
 PB0297                          STATION RECOVERY (1978)
 PB0297
 PB0297'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 PB0297'ABOUT 17.1 MILES NORTH OF SILVER LAKE ON OREGON HIGHWAY 31 (30.6
 PB0297'MILES SOUTH EAST OF THE JUNCTION OF ORE 31 AND U.S. 97). AT A T-ROAD
 PB0297'EAST TO A RANCH, 60 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 40
 PB0297'FEET NORTH OF THE SIDEROAD. A STANDARD TABLET SET IN THE TOP OF A
 PB0297'CONCRETE POST.
 PB0297
 PB0297                          STATION RECOVERY (1986)
 PB0297
 PB0297'RECOVERY NOTE BY US POWER SQUADRON 1986 (RCC)
 PB0297'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0874 ***********************************************************************
 QC0874  DESIGNATION -  B 741
 QC0874  PID         -  QC0874
 QC0874  STATE/COUNTY-  OR/GRANT
 QC0874  USGS QUAD   -  WOLFINGER BUTTE (1983)
 QC0874
 QC0874                         *CURRENT SURVEY CONTROL
 QC0874  ___________________________________________________________________
 QC0874* NAD 83(1986)-  44 25 13.     (N)    119 14 50.     (W)     SCALED    
 QC0874* NAVD 88     -       825.426  (meters)    2708.09   (feet)  ADJUSTED  
 QC0874  ___________________________________________________________________
 QC0874  GEOID HEIGHT-         -18.50  (meters)                     GEOID03
 QC0874  DYNAMIC HT  -         825.147 (meters)    2707.17  (feet)  COMP
 QC0874  MODELED GRAV-     980,252.6   (mgal)                       NAVD 88
 QC0874
 QC0874  VERT ORDER  -  FIRST     CLASS II
 QC0874
 QC0874.The horizontal coordinates were scaled from a topographic map and have
 QC0874.an estimated accuracy of +/- 6 seconds.
 QC0874
 QC0874.The orthometric height was determined by differential leveling
 QC0874.and adjusted in June 1991.
 QC0874
 QC0874.The geoid height was determined by GEOID03.
 QC0874
 QC0874.The dynamic height is computed by dividing the NAVD 88
 QC0874.geopotential number by the normal gravity value computed on the
 QC0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0874.degrees latitude (g = 980.6199 gals.).
 QC0874
 QC0874.The modeled gravity was interpolated from observed gravity values.
 QC0874
 QC0874;                    North         East    Units  Estimated Accuracy
 QC0874;SPC OR N     -    84,520.    2,599,760.      MT  (+/- 180 meters Scaled)
 QC0874
 QC0874                          SUPERSEDED SURVEY CONTROL
 QC0874
 QC0874.No superseded survey control is available for this station.
 QC0874
 QC0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK211210(NAD 83)
 QC0874_MARKER: I = METAL ROD
 QC0874_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QC0874+WITH SETTING: INFORMATION.
 QC0874_SP_SET: METAL ROD DRIVEN INTO GROUND
 QC0874_STAMPING: B 741 1987
 QC0874_MARK LOGO: NGS   
 QC0874_MAGNETIC: I = MARKER IS A STEEL ROD
 QC0874_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QC0874_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QC0874+SATELLITE: SATELLITE OBSERVATIONS - 1987
 QC0874
 QC0874  HISTORY     - Date     Condition        Report By
 QC0874  HISTORY     - 1987     MONUMENTED       NGS
 QC0874
 QC0874                          STATION DESCRIPTION
 QC0874
 QC0874'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QC0874'11.2 KM (6.95 MI) WESTERLY ALONG U.S. HIGHWAY 26 FROM THE POST OFFICE
 QC0874'IN MOUNT VERNON, A METAL ROD DRIVEN 1.8 METERS AND FLUSH WITH
 QC0874'GROUND, 23.6 M (77.4 FT) NORTHWEST OF THE CENTER OF A FIELD
 QC0874'ENTRANCE, 21.9 M (71.9 FT) NORTHWEST OF A FENCE CORNER AND GATE POST,
 QC0874'10.7 M (35.1 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 1.4 M
 QC0874'(4.6 FT) SOUTHWEST OF A FENCE, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE
 QC0874'HIGHWAY, AND 0.4 M (1.3 FT) SOUTHEAST OF A WITNESS POST.
 QC0874'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0685 ***********************************************************************
 PC0685  DESIGNATION -  B 741 X
 PC0685  PID         -  PC0685
 PC0685  STATE/COUNTY-  OR/DOUGLAS
 PC0685  USGS QUAD   -  ROSEBURG WEST (1987)
 PC0685
 PC0685                         *CURRENT SURVEY CONTROL
 PC0685  ___________________________________________________________________
 PC0685* NAD 83(1986)-  43 07 42.     (N)    123 24 40.     (W)     SCALED    
 PC0685* NAVD 88     -       172.831  (meters)     567.03   (feet)  ADJUSTED  
 PC0685  ___________________________________________________________________
 PC0685  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 PC0685  DYNAMIC HT  -         172.792 (meters)     566.90  (feet)  COMP
 PC0685  MODELED GRAV-     980,389.4   (mgal)                       NAVD 88
 PC0685
 PC0685  VERT ORDER  -  FIRST     CLASS II
 PC0685
 PC0685.The horizontal coordinates were scaled from a topographic map and have
 PC0685.an estimated accuracy of +/- 6 seconds.
 PC0685
 PC0685.The orthometric height was determined by differential leveling
 PC0685.and adjusted in June 1991.
 PC0685
 PC0685.The geoid height was determined by GEOID03.
 PC0685
 PC0685.The dynamic height is computed by dividing the NAVD 88
 PC0685.geopotential number by the normal gravity value computed on the
 PC0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0685.degrees latitude (g = 980.6199 gals.).
 PC0685
 PC0685.The modeled gravity was interpolated from observed gravity values.
 PC0685
 PC0685;                    North         East    Units  Estimated Accuracy
 PC0685;SPC OR S     -   166,480.    1,263,190.      MT  (+/- 180 meters Scaled)
 PC0685
 PC0685                          SUPERSEDED SURVEY CONTROL
 PC0685
 PC0685.No superseded survey control is available for this station.
 PC0685
 PC0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN665751(NAD 83)
 PC0685_MARKER: DB = BENCH MARK DISK
 PC0685_SETTING: 66 = SET IN ROCK OUTCROP
 PC0685_SP_SET: BEDROCK
 PC0685_STAMPING: B 741 X 1987
 PC0685_MARK LOGO: NGS   
 PC0685_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PC0685+STABILITY: POSITION/ELEVATION WELL
 PC0685
 PC0685  HISTORY     - Date     Condition        Report By
 PC0685  HISTORY     - 1987     MONUMENTED       NGS
 PC0685  HISTORY     - 1987     GOOD             NGS
 PC0685
 PC0685                          STATION DESCRIPTION
 PC0685
 PC0685'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PC0685'1.0 KM (0.60 MI) NE FROM WINSTON.
 PC0685'0.8 KM (0.50 MI) NORTHEASTERLY ALONG STATE HIGHWAY 99 FROM THE
 PC0685'JUNCTION WITH STATE HIGHWAY 42 IN WINSTON, THENCE 0.2 KM (0.10 MI)
 PC0685'WESTERLY ALONG A PAVED ROAD, NEAR THE CENTER OF A 4 BY 36 FOOT
 PC0685'EXPOSED AREA OF OUTCROPPING BEDROCK ON TOP OF A HIGHWAY CUT, 85.0 M
 PC0685'(278.9 FT) EAST OF THE THE CENTERLINE OF SAFARI ROAD, 20.0 M (65.6 FT)
 PC0685'NORTH OF THE CENTERLINE OF THE ROAD, AND NORTH OF THE EDGE OF THE
 PC0685'BANK.
 PC0685'THE MARK IS 2.5 M ABOVE THE ROAD.
 PC0685
 PC0685                          STATION RECOVERY (1987)
 PC0685
 PC0685'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PC0685'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0873 ***********************************************************************
 NZ0873  DESIGNATION -  B 743
 NZ0873  PID         -  NZ0873
 NZ0873  STATE/COUNTY-  OR/DOUGLAS
 NZ0873  USGS QUAD   -  BONE MOUNTAIN (1990)
 NZ0873
 NZ0873                         *CURRENT SURVEY CONTROL
 NZ0873  ___________________________________________________________________
 NZ0873* NAD 83(1986)-  42 57 57.     (N)    123 46 08.     (W)     SCALED    
 NZ0873* NAVD 88     -       199.020  (meters)     652.95   (feet)  ADJUSTED  
 NZ0873  ___________________________________________________________________
 NZ0873  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 NZ0873  DYNAMIC HT  -         198.962 (meters)     652.76  (feet)  COMP
 NZ0873  MODELED GRAV-     980,327.3   (mgal)                       NAVD 88
 NZ0873
 NZ0873  VERT ORDER  -  FIRST     CLASS II
 NZ0873
 NZ0873.The horizontal coordinates were scaled from a topographic map and have
 NZ0873.an estimated accuracy of +/- 6 seconds.
 NZ0873
 NZ0873.The orthometric height was determined by differential leveling
 NZ0873.and adjusted in June 1991.
 NZ0873
 NZ0873.The geoid height was determined by GEOID03.
 NZ0873
 NZ0873.The dynamic height is computed by dividing the NAVD 88
 NZ0873.geopotential number by the normal gravity value computed on the
 NZ0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0873.degrees latitude (g = 980.6199 gals.).
 NZ0873
 NZ0873.The modeled gravity was interpolated from observed gravity values.
 NZ0873
 NZ0873;                    North         East    Units  Estimated Accuracy
 NZ0873;SPC OR S     -   149,520.    1,233,400.      MT  (+/- 180 meters Scaled)
 NZ0873
 NZ0873                          SUPERSEDED SURVEY CONTROL
 NZ0873
 NZ0873.No superseded survey control is available for this station.
 NZ0873
 NZ0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN372573(NAD 83)
 NZ0873_MARKER: DB = BENCH MARK DISK
 NZ0873_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NZ0873_SP_SET: ABUTMENT
 NZ0873_STAMPING: B 743 1987
 NZ0873_MARK LOGO: NGS   
 NZ0873_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NZ0873
 NZ0873  HISTORY     - Date     Condition        Report By
 NZ0873  HISTORY     - 1987     MONUMENTED       NGS
 NZ0873
 NZ0873                          STATION DESCRIPTION
 NZ0873
 NZ0873'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 NZ0873'39.8 KM (24.75 MI) WEST FROM WINSTON.
 NZ0873'39.8 KM (24.75 MI) WESTERLY ALONG STATE HIGHWAY 42 FROM THE JUNCTION
 NZ0873'OF STATE HIGHWAY 99 IN WINSTON, IN TOP OF AND 1.2 M (3.9 FT)
 NZ0873'NORTHWEST OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE ABUTMENT OF
 NZ0873'A HIGHWAY BRIDGE SPANNING THE MIDDLE FORK OF THE COQUILLE RIVER, AND
 NZ0873'6.9 M (22.6 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 NZ0873'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1583 ***********************************************************************
 QE1583  DESIGNATION -  B 744
 QE1583  PID         -  QE1583
 QE1583  STATE/COUNTY-  OR/LANE
 QE1583  USGS QUAD   -  MERCER LAKE (1984)
 QE1583
 QE1583                         *CURRENT SURVEY CONTROL
 QE1583  ___________________________________________________________________
 QE1583* NAD 83(1998)-  44 01 03.03139(N)    124 06 06.85013(W)     ADJUSTED  
 QE1583* NAVD 88     -        32.221  (meters)     105.71   (feet)  ADJUSTED  
 QE1583  ___________________________________________________________________
 QE1583  X           -  -2,575,774.907 (meters)                     COMP
 QE1583  Y           -  -3,804,131.498 (meters)                     COMP
 QE1583  Z           -   4,409,496.178 (meters)                     COMP
 QE1583  LAPLACE CORR-          14.23  (seconds)                    DEFLEC99
 QE1583  ELLIP HEIGHT-           7.689 (meters)          (12/19/05) ADJUSTED
 QE1583  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 QE1583  DYNAMIC HT  -          32.219 (meters)     105.71  (feet)  COMP
 QE1583  MODELED GRAV-     980,542.4   (mgal)                       NAVD 88
 QE1583
 QE1583  HORZ ORDER  -  THIRD
 QE1583  VERT ORDER  -  FIRST     CLASS II
 QE1583  ELLP ORDER  -  FOURTH    CLASS I
 QE1583
 QE1583.The horizontal coordinates were established by GPS observations
 QE1583.and adjusted by the W + H PACIFIC, INCORPORATED in December 2005.
 QE1583
 QE1583.The orthometric height was determined by differential leveling
 QE1583.and adjusted in June 1991.
 QE1583
 QE1583.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QE1583
 QE1583.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE1583
 QE1583.The ellipsoidal height was determined by GPS observations
 QE1583.and is referenced to NAD 83.
 QE1583
 QE1583.The geoid height was determined by GEOID03.
 QE1583
 QE1583.The dynamic height is computed by dividing the NAVD 88
 QE1583.geopotential number by the normal gravity value computed on the
 QE1583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1583.degrees latitude (g = 980.6199 gals.).
 QE1583
 QE1583.The modeled gravity was interpolated from observed gravity values.
 QE1583
 QE1583;                    North         East     Units Scale Factor Converg.
 QE1583;SPC OR S     -   267,358.904 1,211,277.790   MT  1.00000450   -2 27 51.2
 QE1583;SPC OR S     -   877,161.76  3,974,008.50   iFT  1.00000450   -2 27 51.2
 QE1583;UTM  10      - 4,874,407.669   411,681.710   MT  0.99969593   -0 45 56.7
 QE1583
 QE1583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE1583!SPC OR S     -   0.99999879  x   1.00000450  =   1.00000329
 QE1583!UTM  10      -   0.99999879  x   0.99969593  =   0.99969472
 QE1583
 QE1583                          SUPERSEDED SURVEY CONTROL
 QE1583
 QE1583  NAVD 88 (12/19/05)   32.22   (m)          105.7    (f) LEVELING    3  
 QE1583
 QE1583.Superseded values are not recommended for survey control.
 QE1583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1583.See file dsdata.txt to determine how the superseded data were derived.
 QE1583
 QE1583_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP1168274408(NAD 83)
 QE1583_MARKER: I = METAL ROD
 QE1583_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QE1583_SP_SET: STAINLESS STEEL ROD
 QE1583_STAMPING: B 744 1988
 QE1583_MARK LOGO: NGS   
 QE1583_PROJECTION: FLUSH
 QE1583_MAGNETIC: I = MARKER IS A STEEL ROD
 QE1583_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE1583_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QE1583+SATELLITE: SATELLITE OBSERVATIONS - January 31, 2003
 QE1583_ROD/PIPE-DEPTH: 12.8 meters
 QE1583
 QE1583  HISTORY     - Date     Condition        Report By
 QE1583  HISTORY     - 1988     MONUMENTED       NGS
 QE1583  HISTORY     - 19940904 GOOD             USPSQD
 QE1583  HISTORY     - 20030131 GOOD             WHPACI
 QE1583
 QE1583                          STATION DESCRIPTION
 QE1583
 QE1583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 QE1583'4.8 KM (3.00 MI) NORTH FROM FLORENCE.
 QE1583'4.8 KM (3.00 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM ITS JUNCTION
 QE1583'WITH STATE HIGHWAY 126 IN FLORENCE, 35.4 M (116.1 FT) SOUTH OF THE
 QE1583'CENTERLINE OF HECETA BEACH ROAD, 15.6 M (51.2 FT) WEST OF THE
 QE1583'CENTERLINE OF THE HIGHWAY, 13.5 M (44.3 FT) SOUTH OF UTILITY POLE
 QE1583'NUMBER V113 19, AND 1.1 M (3.6 FT) NORTH OF A FIRE HYDRANT.
 QE1583'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QE1583'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 QE1583'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 QE1583
 QE1583                          STATION RECOVERY (1994)
 QE1583
 QE1583'RECOVERY NOTE BY US POWER SQUADRON 1994
 QE1583'RECOVERED IN GOOD CONDITION.
 QE1583
 QE1583                          STATION RECOVERY (2003)
 QE1583
 QE1583'RECOVERY NOTE BY W + H PACIFIC, INCORPORATED 2003 (SJG)
 QE1583'RECOVEREY NOTE BY WH PACIFIC, JANUARY 2003 RECOVERED IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0823 ***********************************************************************
 OA0823  DESIGNATION -  B 745
 OA0823  PID         -  OA0823
 OA0823  STATE/COUNTY-  OR/CURRY
 OA0823  USGS QUAD   -  GOLD BEACH (1986)
 OA0823
 OA0823                         *CURRENT SURVEY CONTROL
 OA0823  ___________________________________________________________________
 OA0823* NAD 83(1986)-  42 29 34.     (N)    124 24 51.     (W)     SCALED    
 OA0823* NAVD 88     -        40.352  (meters)     132.39   (feet)  ADJUSTED  
 OA0823  ___________________________________________________________________
 OA0823  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 OA0823  DYNAMIC HT  -          40.341 (meters)     132.35  (feet)  COMP
 OA0823  MODELED GRAV-     980,351.2   (mgal)                       NAVD 88
 OA0823
 OA0823  VERT ORDER  -  FIRST     CLASS II
 OA0823
 OA0823.The horizontal coordinates were scaled from a topographic map and have
 OA0823.an estimated accuracy of +/- 6 seconds.
 OA0823
 OA0823.The orthometric height was determined by differential leveling
 OA0823.and adjusted in June 1991.
 OA0823
 OA0823.The geoid height was determined by GEOID03.
 OA0823
 OA0823.The dynamic height is computed by dividing the NAVD 88
 OA0823.geopotential number by the normal gravity value computed on the
 OA0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0823.degrees latitude (g = 980.6199 gals.).
 OA0823
 OA0823.The modeled gravity was interpolated from observed gravity values.
 OA0823
 OA0823;                    North         East    Units  Estimated Accuracy
 OA0823;SPC OR S     -    99,290.    1,178,350.      MT  (+/- 180 meters Scaled)
 OA0823
 OA0823                          SUPERSEDED SURVEY CONTROL
 OA0823
 OA0823.No superseded survey control is available for this station.
 OA0823
 OA0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN837054(NAD 83)
 OA0823_MARKER: I = METAL ROD
 OA0823_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OA0823_SP_SET: STAINLESS STEEL ROD
 OA0823_STAMPING: B 745 1988
 OA0823_MARK LOGO: NGS   
 OA0823_PROJECTION: FLUSH
 OA0823_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OA0823+STABILITY: POSITION/ELEVATION WELL
 OA0823_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OA0823+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2002
 OA0823_ROD/PIPE-DEPTH: 9.5  meters
 OA0823
 OA0823  HISTORY     - Date     Condition        Report By
 OA0823  HISTORY     - 1988     MONUMENTED       NGS
 OA0823  HISTORY     - 20021009 GOOD             USPSQD
 OA0823
 OA0823                          STATION DESCRIPTION
 OA0823
 OA0823'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 OA0823'10.3 KM (6.40 MI) NORTH FROM PORT ORFORD.
 OA0823'10.3 KM (6.40 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE COURTHOUSE
 OA0823'IN GOLD BEACH, 15.8 M (51.8 FT) NORTHEAST OF THE CENTERLINE OF NESIKA
 OA0823'ROAD, 15.4 M (50.5 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 OA0823'AND 1.5 M (4.9 FT) EAST OF A UTILITY GUY POLE. NOTE--ACCESS TO DATUM
 OA0823'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OA0823'THE MARK IS 0.3 METERS  NNE FROM  A WITNESS POST
 OA0823'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 OA0823
 OA0823                          STATION RECOVERY (2002)
 OA0823
 OA0823'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 OA0823'UTILITY GUY POLE SUPPORTS TRAFFIC LIGHTS
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0850 ***********************************************************************
 OA0850  DESIGNATION -  B 746
 OA0850  PID         -  OA0850
 OA0850  STATE/COUNTY-  OR/CURRY
 OA0850  USGS QUAD   -  CAPE SEBASTIAN (1986)
 OA0850
 OA0850                         *CURRENT SURVEY CONTROL
 OA0850  ___________________________________________________________________
 OA0850* NAD 83(1986)-  42 15 08.     (N)    124 23 39.     (W)     SCALED    
 OA0850* NAVD 88     -        89.284  (meters)     292.93   (feet)  ADJUSTED  
 OA0850  ___________________________________________________________________
 OA0850  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 OA0850  DYNAMIC HT  -          89.257 (meters)     292.84  (feet)  COMP
 OA0850  MODELED GRAV-     980,323.0   (mgal)                       NAVD 88
 OA0850
 OA0850  VERT ORDER  -  FIRST     CLASS II
 OA0850
 OA0850.The horizontal coordinates were scaled from a topographic map and have
 OA0850.an estimated accuracy of +/- 6 seconds.
 OA0850
 OA0850.The orthometric height was determined by differential leveling
 OA0850.and adjusted in June 1991.
 OA0850
 OA0850.The geoid height was determined by GEOID03.
 OA0850
 OA0850.The dynamic height is computed by dividing the NAVD 88
 OA0850.geopotential number by the normal gravity value computed on the
 OA0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0850.degrees latitude (g = 980.6199 gals.).
 OA0850
 OA0850.The modeled gravity was interpolated from observed gravity values.
 OA0850
 OA0850;                    North         East    Units  Estimated Accuracy
 OA0850;SPC OR S     -    72,520.    1,178,750.      MT  (+/- 180 meters Scaled)
 OA0850
 OA0850                          SUPERSEDED SURVEY CONTROL
 OA0850
 OA0850.No superseded survey control is available for this station.
 OA0850
 OA0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCM849787(NAD 83)
 OA0850_MARKER: I = METAL ROD
 OA0850_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OA0850_SP_SET: STAINLESS STEEL ROD
 OA0850_STAMPING: B 746 1988
 OA0850_MARK LOGO: NGS   
 OA0850_PROJECTION: FLUSH
 OA0850_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OA0850+STABILITY: POSITION/ELEVATION WELL
 OA0850_ROD/PIPE-DEPTH: 17.9 meters
 OA0850
 OA0850  HISTORY     - Date     Condition        Report By
 OA0850  HISTORY     - 1988     MONUMENTED       NGS
 OA0850
 OA0850                          STATION DESCRIPTION
 OA0850
 OA0850'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 OA0850'20.7 KM (12.85 MI) SOUTH FROM GOLD BEACH.
 OA0850'15.2 KM (9.45 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE COURTHOUSE
 OA0850'IN GOLD BEACH, THENCE 5.5 KM (3.40 MI) SOUTHERLY ALONG PISTOL RIVER
 OA0850'AND CARPENTERVILLE ROAD, 8.9 M (29.2 FT) NORTHEAST OF THE CENTERLINE
 OA0850'OF THE ROAD, AND 2.4 M (7.9 FT) SOUTH OF UTILITY POLE NUMBER 1028
 OA0850'R3L3. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OA0850'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 OA0850'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0880 ***********************************************************************
 NZ0880  DESIGNATION -  B 747
 NZ0880  PID         -  NZ0880
 NZ0880  STATE/COUNTY-  OR/DOUGLAS
 NZ0880  USGS QUAD   -  CANYONVILLE (1986)
 NZ0880
 NZ0880                         *CURRENT SURVEY CONTROL
 NZ0880  ___________________________________________________________________
 NZ0880* NAD 83(1986)-  42 57 05.     (N)    123 21 21.     (W)     SCALED    
 NZ0880* NAVD 88     -       210.334  (meters)     690.07   (feet)  ADJUSTED  
 NZ0880  ___________________________________________________________________
 NZ0880  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 NZ0880  DYNAMIC HT  -         210.276 (meters)     689.88  (feet)  COMP
 NZ0880  MODELED GRAV-     980,340.2   (mgal)                       NAVD 88
 NZ0880
 NZ0880  VERT ORDER  -  FIRST     CLASS II
 NZ0880
 NZ0880.The horizontal coordinates were scaled from a topographic map and have
 NZ0880.an estimated accuracy of +/- 6 seconds.
 NZ0880
 NZ0880.The orthometric height was determined by differential leveling
 NZ0880.and adjusted in June 1991.
 NZ0880
 NZ0880.The geoid height was determined by GEOID03.
 NZ0880
 NZ0880.The dynamic height is computed by dividing the NAVD 88
 NZ0880.geopotential number by the normal gravity value computed on the
 NZ0880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0880.degrees latitude (g = 980.6199 gals.).
 NZ0880
 NZ0880.The modeled gravity was interpolated from observed gravity values.
 NZ0880
 NZ0880;                    North         East    Units  Estimated Accuracy
 NZ0880;SPC OR S     -   146,680.    1,267,020.      MT  (+/- 180 meters Scaled)
 NZ0880
 NZ0880                          SUPERSEDED SURVEY CONTROL
 NZ0880
 NZ0880.No superseded survey control is available for this station.
 NZ0880
 NZ0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN709554(NAD 83)
 NZ0880_MARKER: DB = BENCH MARK DISK
 NZ0880_SETTING: 66 = SET IN ROCK OUTCROP
 NZ0880_SP_SET: BEDROCK
 NZ0880_STAMPING: B 747 1987
 NZ0880_MARK LOGO: NGS   
 NZ0880_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NZ0880+STABILITY: POSITION/ELEVATION WELL
 NZ0880
 NZ0880  HISTORY     - Date     Condition        Report By
 NZ0880  HISTORY     - 1987     MONUMENTED       NGS
 NZ0880
 NZ0880                          STATION DESCRIPTION
 NZ0880
 NZ0880'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 NZ0880'1.1 KM (0.70 MI) EAST FROM RIDDLE.
 NZ0880'0.3 KM (0.20 MI) SOUTHERLY ALONG MAIN STREET FROM THE JUNCTION OF THE
 NZ0880'SOUTHERN PACIFIC RAILROAD IN RIDDLE, THENCE 0.8 KM (0.50 MI) EASTERLY
 NZ0880'ALONG FIRST AVENUE, ON TOP OF THE MOST PROMINENT PART OF A VERTICAL
 NZ0880'EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 29.5 M (96.8 FT) NORTHEAST
 NZ0880'OF THE NORTHEAST CORNER OF PAIGES PANTRY DRIVE-IN, 16.4 M (53.8 FT)
 NZ0880'NORTH OF UTILITY POLE NUMBER 245706, 11.3 M (37.1 FT) NORTHWEST OF
 NZ0880'THE EXTENDED CENTER OF A DRIVEWAY LEADING TO 809 FIRST STREET, AND
 NZ0880'6.4 M (21.0 FT) NORTH-NORTHEAST OF THE CENTERLINE OF THE AVENUE.
 NZ0880'THE MARK IS 3.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0908 ***********************************************************************
 NZ0908  DESIGNATION -  B 748
 NZ0908  PID         -  NZ0908
 NZ0908  STATE/COUNTY-  OR/DOUGLAS
 NZ0908  USGS QUAD   -  QUINES CREEK (1986)
 NZ0908
 NZ0908                         *CURRENT SURVEY CONTROL
 NZ0908  ___________________________________________________________________
 NZ0908* NAD 83(1986)-  42 45 59.     (N)    123 19 59.     (W)     SCALED    
 NZ0908* NAVD 88     -       464.309  (meters)    1523.32   (feet)  ADJUSTED  
 NZ0908  ___________________________________________________________________
 NZ0908  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 NZ0908  DYNAMIC HT  -         464.163 (meters)    1522.84  (feet)  COMP
 NZ0908  MODELED GRAV-     980,291.0   (mgal)                       NAVD 88
 NZ0908
 NZ0908  VERT ORDER  -  FIRST     CLASS II
 NZ0908
 NZ0908.The horizontal coordinates were scaled from a topographic map and have
 NZ0908.an estimated accuracy of +/- 6 seconds.
 NZ0908
 NZ0908.The orthometric height was determined by differential leveling
 NZ0908.and adjusted in June 1991.
 NZ0908
 NZ0908.The geoid height was determined by GEOID03.
 NZ0908
 NZ0908.The dynamic height is computed by dividing the NAVD 88
 NZ0908.geopotential number by the normal gravity value computed on the
 NZ0908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0908.degrees latitude (g = 980.6199 gals.).
 NZ0908
 NZ0908.The modeled gravity was interpolated from observed gravity values.
 NZ0908
 NZ0908;                    North         East    Units  Estimated Accuracy
 NZ0908;SPC OR S     -   126,080.    1,268,180.      MT  (+/- 180 meters Scaled)
 NZ0908
 NZ0908                          SUPERSEDED SURVEY CONTROL
 NZ0908
 NZ0908.No superseded survey control is available for this station.
 NZ0908
 NZ0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN727349(NAD 83)
 NZ0908_MARKER: DB = BENCH MARK DISK
 NZ0908_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NZ0908_SP_SET: ABUTMENT WALKWAY
 NZ0908_STAMPING: B 748 1987
 NZ0908_MARK LOGO: NGS   
 NZ0908_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NZ0908
 NZ0908  HISTORY     - Date     Condition        Report By
 NZ0908  HISTORY     - 1987     MONUMENTED       NGS
 NZ0908
 NZ0908                          STATION DESCRIPTION
 NZ0908
 NZ0908'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 NZ0908'19.2 KM (11.95 MI) NORTH FROM SUNNY VALLEY.
 NZ0908'19.2 KM (11.95 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 5 FROM THE
 NZ0908'JUNCTION OF LARIAT DRIVE IN SUNNY VALLEY, IN THE SOUTH END OF THE
 NZ0908'WEST CONCRETE ABUTMENT WALKWAY OF THE BARTON ROAD OVERPASS OF THE
 NZ0908'HIGHWAY (EXIT 83), 22.5 M (73.8 FT) SOUTH OF THE CENTERLINE OF THE
 NZ0908'NORTHBOUND LANES OF THE HIGHWAY, 4.1 M (13.5 FT) WEST OF THE
 NZ0908'CENTERLINE OF THE ROAD, AND 0.1 M (0.3 FT) EAST OF THE WEST
 NZ0908'GUARDRAIL.
 NZ0908'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0750 ***********************************************************************
 PC0750  DESIGNATION -  B 749
 PC0750  PID         -  PC0750
 PC0750  STATE/COUNTY-  OR/DOUGLAS
 PC0750  USGS QUAD   -  WINCHESTER (1987)
 PC0750
 PC0750                         *CURRENT SURVEY CONTROL
 PC0750  ___________________________________________________________________
 PC0750* NAD 83(1986)-  43 20 28.     (N)    123 19 54.     (W)     SCALED    
 PC0750* NAVD 88     -       151.770  (meters)     497.93   (feet)  ADJUSTED  
 PC0750  ___________________________________________________________________
 PC0750  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 PC0750  DYNAMIC HT  -         151.740 (meters)     497.83  (feet)  COMP
 PC0750  MODELED GRAV-     980,420.6   (mgal)                       NAVD 88
 PC0750
 PC0750  VERT ORDER  -  FIRST     CLASS II
 PC0750
 PC0750.The horizontal coordinates were scaled from a topographic map and have
 PC0750.an estimated accuracy of +/- 6 seconds.
 PC0750
 PC0750.The orthometric height was determined by differential leveling
 PC0750.and adjusted in June 1991.
 PC0750
 PC0750.The geoid height was determined by GEOID03.
 PC0750
 PC0750.The dynamic height is computed by dividing the NAVD 88
 PC0750.geopotential number by the normal gravity value computed on the
 PC0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0750.degrees latitude (g = 980.6199 gals.).
 PC0750
 PC0750.The modeled gravity was interpolated from observed gravity values.
 PC0750
 PC0750;                    North         East    Units  Estimated Accuracy
 PC0750;SPC OR S     -   189,880.    1,270,450.      MT  (+/- 180 meters Scaled)
 PC0750
 PC0750                          SUPERSEDED SURVEY CONTROL
 PC0750
 PC0750.No superseded survey control is available for this station.
 PC0750
 PC0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN731987(NAD 83)
 PC0750_MARKER: DB = BENCH MARK DISK
 PC0750_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PC0750_SP_SET: PIER
 PC0750_STAMPING: B 749 1987
 PC0750_MARK LOGO: NGS   
 PC0750_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PC0750
 PC0750  HISTORY     - Date     Condition        Report By
 PC0750  HISTORY     - 1987     MONUMENTED       NGS
 PC0750
 PC0750                          STATION DESCRIPTION
 PC0750
 PC0750'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PC0750'10.5 KM (6.50 MI) SOUTH FROM OAKLAND.
 PC0750'10.5 KM (6.50 MI) SOUTHERLY ALONG STATE HIGHWAY 99 FROM THE JUNCTION
 PC0750'OF LOCUST STREET IN OAKLAND, SET VERTICALLY IN THE NORTH FACE OF THE
 PC0750'MOST EASTERLY 1 OF 5 COLUMNS OF THE FIRST PIER NORTH OF THE SOUTH
 PC0750'ABUTMENT OF THE NORTHBOUND INTERSTATE HIGHWAY 5 OVERPASS OF COUNTY
 PC0750'ROAD 145 (ROGERS ROAD), 74.7 M (245.1 FT) WEST OF THE CENTERLINE OF
 PC0750'THE STATE HIGHWAY, 5.6 M (18.4 FT) EAST OF THE CENTER OF THE
 PC0750'NORTHBOUND LANES OF THE INTERSTATE HIGHWAY, AND 5.0 M (16.4 FT) SOUTH
 PC0750'OF THE CENTERLINE OF THE ROAD.
 PC0750'THE MARK IS 1.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0721 ***********************************************************************
 OA0721  DESIGNATION -  B 750
 OA0721  PID         -  OA0721
 OA0721  STATE/COUNTY-  OR/COOS
 OA0721  USGS QUAD   -  BRIDGE (1971)
 OA0721
 OA0721                         *CURRENT SURVEY CONTROL
 OA0721  ___________________________________________________________________
 OA0721* NAD 83(1986)-  43 01 32.     (N)    124 04 53.     (W)     SCALED    
 OA0721* NAVD 88     -        28.459  (meters)      93.37   (feet)  ADJUSTED  
 OA0721  ___________________________________________________________________
 OA0721  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 OA0721  DYNAMIC HT  -          28.454 (meters)      93.35  (feet)  COMP
 OA0721  MODELED GRAV-     980,447.3   (mgal)                       NAVD 88
 OA0721
 OA0721  VERT ORDER  -  FIRST     CLASS II
 OA0721
 OA0721.The horizontal coordinates were scaled from a topographic map and have
 OA0721.an estimated accuracy of +/- 6 seconds.
 OA0721
 OA0721.The orthometric height was determined by differential leveling
 OA0721.and adjusted in June 1991.
 OA0721
 OA0721.The geoid height was determined by GEOID03.
 OA0721
 OA0721.The dynamic height is computed by dividing the NAVD 88
 OA0721.geopotential number by the normal gravity value computed on the
 OA0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0721.degrees latitude (g = 980.6199 gals.).
 OA0721
 OA0721.The modeled gravity was interpolated from observed gravity values.
 OA0721
 OA0721;                    North         East    Units  Estimated Accuracy
 OA0721;SPC OR S     -   157,190.    1,208,210.      MT  (+/- 180 meters Scaled)
 OA0721
 OA0721                          SUPERSEDED SURVEY CONTROL
 OA0721
 OA0721.No superseded survey control is available for this station.
 OA0721
 OA0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN118642(NAD 83)
 OA0721_MARKER: DB = BENCH MARK DISK
 OA0721_SETTING: 66 = SET IN ROCK OUTCROP
 OA0721_SP_SET: BEDROCK
 OA0721_STAMPING: B 750 1987
 OA0721_MARK LOGO: NGS   
 OA0721_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OA0721+STABILITY: POSITION/ELEVATION WELL
 OA0721
 OA0721  HISTORY     - Date     Condition        Report By
 OA0721  HISTORY     - 1987     MONUMENTED       NGS
 OA0721
 OA0721                          STATION DESCRIPTION
 OA0721
 OA0721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 OA0721'8.1 KM (5.05 MI) SE FROM MYRTLE POINT.
 OA0721'8.1 KM (5.05 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 42 FROM THE
 OA0721'JUNCTION OF SPRUCE STREET IN MYRTLE POINT, IN AN EXPOSED AREA OF
 OA0721'BEDROCK IN A HIGHWAY CUT, 83.3 M (273.3 FT) SOUTH OF THE SOUTHEAST
 OA0721'CORNER OF A HIGHWAY BRIDGE SPANNING THE MIDDLE FORK OF THE COQUILLE
 OA0721'RIVER, 35.2 M (115.5 FT) NORTH OF THE CENTER OF A PAVED ROAD LEADING
 OA0721'SOUTHEAST, AND 9.5 M (31.2 FT) EAST OF THE CENTERLINE OF THE HIGHWAY.
 OA0721'THE MARK IS 1.0 METERS  S FROM  A WITNESS POST
 OA0721'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0613 ***********************************************************************
 OA0613  DESIGNATION -  B 751
 OA0613  PID         -  OA0613
 OA0613  STATE/COUNTY-  OR/COOS
 OA0613  USGS QUAD   -  COOS BAY (1975)
 OA0613
 OA0613                         *CURRENT SURVEY CONTROL
 OA0613  ___________________________________________________________________
 OA0613* NAD 83(1986)-  43 16 53.     (N)    124 13 55.     (W)     SCALED    
 OA0613* NAVD 88     -         8.418  (meters)      27.62   (feet)  ADJUSTED  
 OA0613  ___________________________________________________________________
 OA0613  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 OA0613  DYNAMIC HT  -           8.417 (meters)      27.61  (feet)  COMP
 OA0613  MODELED GRAV-     980,474.5   (mgal)                       NAVD 88
 OA0613
 OA0613  VERT ORDER  -  FIRST     CLASS II
 OA0613
 OA0613.The horizontal coordinates were scaled from a topographic map and have
 OA0613.an estimated accuracy of +/- 6 seconds.
 OA0613
 OA0613.The orthometric height was determined by differential leveling
 OA0613.and adjusted in June 1991.
 OA0613
 OA0613.The geoid height was determined by GEOID03.
 OA0613
 OA0613.The dynamic height is computed by dividing the NAVD 88
 OA0613.geopotential number by the normal gravity value computed on the
 OA0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0613.degrees latitude (g = 980.6199 gals.).
 OA0613
 OA0613.The modeled gravity was interpolated from observed gravity values.
 OA0613
 OA0613;                    North         East    Units  Estimated Accuracy
 OA0613;SPC OR S     -   186,120.    1,197,220.      MT  (+/- 180 meters Scaled)
 OA0613
 OA0613                          SUPERSEDED SURVEY CONTROL
 OA0613
 OA0613.No superseded survey control is available for this station.
 OA0613
 OA0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN000928(NAD 83)
 OA0613_MARKER: I = METAL ROD
 OA0613_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OA0613_SP_SET: STAINLESS STEEL ROD
 OA0613_STAMPING: B 751 1987
 OA0613_MARK LOGO: NGS   
 OA0613_PROJECTION: FLUSH
 OA0613_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OA0613_ROD/PIPE-DEPTH: 13.3 meters
 OA0613
 OA0613  HISTORY     - Date     Condition        Report By
 OA0613  HISTORY     - 1987     MONUMENTED       NGS
 OA0613
 OA0613                          STATION DESCRIPTION
 OA0613
 OA0613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 OA0613'11.5 KM (7.15 MI) SOUTH FROM COOS BAY.
 OA0613'9.7 KM (6.05 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM ITS JUNCTION
 OA0613'WITH COMMERCIAL AVENUE IN COOS BAY, THENCE 1.8 KM (1.10 MI) SOUTHERLY
 OA0613'ALONG STATE HIGHWAY 42, 12.9 M (42.3 FT) SOUTHWEST OF THE CENTERLINE
 OA0613'OF THE SOUTHBOUND LANES OF THE HIGHWAY, 5.2 M (17.1 FT)
 OA0613'NORTH-NORTHWEST OF THE CENTER OF A GRAVELED DRIVEWAY LEADING
 OA0613'SOUTHWEST, AND 3.2 M (10.5 FT) NORTH-NORTHEAST OF A UTILITY GUY LINE
 OA0613'POLE WITH ONE GUY WIRE. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 OA0613'5-INCH LOGO CAP.
 OA0613'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 OA0613'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1538 ***********************************************************************
 QD1538  DESIGNATION -  B 752
 QD1538  PID         -  QD1538
 QD1538  STATE/COUNTY-  OR/DESCHUTES
 QD1538  USGS QUAD   -  FORKED HORN BUTTE (1962)
 QD1538
 QD1538                         *CURRENT SURVEY CONTROL
 QD1538  ___________________________________________________________________
 QD1538* NAD 83(1986)-  44 13 57.     (N)    121 12 08.     (W)     SCALED    
 QD1538* NAVD 88     -       951.078  (meters)    3120.33   (feet)  ADJUSTED  
 QD1538  ___________________________________________________________________
 QD1538  GEOID HEIGHT-         -21.16  (meters)                     GEOID03
 QD1538  DYNAMIC HT  -         950.749 (meters)    3119.25  (feet)  COMP
 QD1538  MODELED GRAV-     980,240.9   (mgal)                       NAVD 88
 QD1538
 QD1538  VERT ORDER  -  FIRST     CLASS II
 QD1538
 QD1538.The horizontal coordinates were scaled from a topographic map and have
 QD1538.an estimated accuracy of +/- 6 seconds.
 QD1538
 QD1538.The orthometric height was determined by differential leveling
 QD1538.and adjusted in June 1991.
 QD1538
 QD1538.The geoid height was determined by GEOID03.
 QD1538
 QD1538.The dynamic height is computed by dividing the NAVD 88
 QD1538.geopotential number by the normal gravity value computed on the
 QD1538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1538.degrees latitude (g = 980.6199 gals.).
 QD1538
 QD1538.The modeled gravity was interpolated from observed gravity values.
 QD1538
 QD1538;                    North         East    Units  Estimated Accuracy
 QD1538;SPC OR S     -   285,270.    1,443,900.      MT  (+/- 180 meters Scaled)
 QD1538
 QD1538                          SUPERSEDED SURVEY CONTROL
 QD1538
 QD1538.No superseded survey control is available for this station.
 QD1538
 QD1538_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP435992(NAD 83)
 QD1538_MARKER: DV = VERTICAL CONTROL DISK
 QD1538_SETTING: 66 = SET IN ROCK OUTCROP
 QD1538_SP_SET: IN A DRILL HOLE IN BEDROCK
 QD1538_STAMPING: B 752 1988
 QD1538_MARK LOGO: NGS   
 QD1538_MAGNETIC: N = NO MAGNETIC MATERIAL
 QD1538_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QD1538+STABILITY: POSITION/ELEVATION WELL
 QD1538_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QD1538+SATELLITE: SATELLITE OBSERVATIONS - 1988
 QD1538
 QD1538  HISTORY     - Date     Condition        Report By
 QD1538  HISTORY     - 1988     MONUMENTED       NGS
 QD1538
 QD1538                          STATION DESCRIPTION
 QD1538
 QD1538'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 QD1538'4.7 KM (2.90 MI) SOUTHERLY ALONG U.S. HIGHWAY 97 FROM THE JUNCTION OF
 QD1538'STATE HIGHWAY 126 IN REDMOND, IN TOP OF AND 9.5 M (31.2 FT) EAST OF
 QD1538'THE WEST END OF A RIDGE OF OUTCROPPING LAVA, 0.3 KM (0.20 MI)
 QD1538'NORTHEAST OF A POINT WHERE A UTILITY LINE CROSSES THE HIGHWAY, 71.3 M
 QD1538'(233.9 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A LARGE BUILDING,
 QD1538'46.3 M (151.9 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 2.5 M
 QD1538'(8.2 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) WEST OF A
 QD1538'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1466 ***********************************************************************
 QD1466  DESIGNATION -  B 753
 QD1466  PID         -  QD1466
 QD1466  STATE/COUNTY-  OR/CROOK
 QD1466  USGS QUAD   -  OCHOCO RESERVOIR (1992)
 QD1466
 QD1466                         *CURRENT SURVEY CONTROL
 QD1466  ___________________________________________________________________
 QD1466* NAD 83(1986)-  44 18 19.     (N)    120 38 14.     (W)     SCALED    
 QD1466* NAVD 88     -       967.924  (meters)    3175.60   (feet)  ADJUSTED  
 QD1466  ___________________________________________________________________
 QD1466  GEOID HEIGHT-         -20.00  (meters)                     GEOID03
 QD1466  DYNAMIC HT  -         967.592 (meters)    3174.51  (feet)  COMP
 QD1466  MODELED GRAV-     980,242.8   (mgal)                       NAVD 88
 QD1466
 QD1466  VERT ORDER  -  FIRST     CLASS II
 QD1466
 QD1466.The horizontal coordinates were scaled from a topographic map and have
 QD1466.an estimated accuracy of +/- 6 seconds.
 QD1466
 QD1466.The orthometric height was determined by differential leveling
 QD1466.and adjusted in June 1991.
 QD1466
 QD1466.The geoid height was determined by GEOID03.
 QD1466
 QD1466.The dynamic height is computed by dividing the NAVD 88
 QD1466.geopotential number by the normal gravity value computed on the
 QD1466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1466.degrees latitude (g = 980.6199 gals.).
 QD1466
 QD1466.The modeled gravity was interpolated from observed gravity values.
 QD1466
 QD1466;                    North         East    Units  Estimated Accuracy
 QD1466;SPC OR S     -   293,140.    1,489,050.      MT  (+/- 180 meters Scaled)
 QD1466
 QD1466                          SUPERSEDED SURVEY CONTROL
 QD1466
 QD1466.No superseded survey control is available for this station.
 QD1466
 QD1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ884084(NAD 83)
 QD1466_MARKER: DV = VERTICAL CONTROL DISK
 QD1466_SETTING: 66 = SET IN ROCK OUTCROP
 QD1466_SP_SET: IN A DRILL HOLE IN BEDROCK
 QD1466_STAMPING: B 753 1988
 QD1466_MARK LOGO: NGS   
 QD1466_MAGNETIC: N = NO MAGNETIC MATERIAL
 QD1466_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QD1466+STABILITY: POSITION/ELEVATION WELL
 QD1466_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QD1466+SATELLITE: SATELLITE OBSERVATIONS - 1988
 QD1466
 QD1466  HISTORY     - Date     Condition        Report By
 QD1466  HISTORY     - 1988     MONUMENTED       NGS
 QD1466
 QD1466                          STATION DESCRIPTION
 QD1466
 QD1466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 QD1466'17.8 KM (11.05 MI) EASTERLY ALONG U.S. HIGHWAY 26 FROM THE COURTHOUSE
 QD1466'IN PRINEVILLE, IN THE NORTHWESTERN 1/3 OF AN AREA OF OUTCROPPING
 QD1466'BEDROCK AT THE SOUTHWEST FOOT OF A SLOPE, 30.0 M (98.4 FT) NORTHEAST
 QD1466'OF THE CENTERLINE OF THE HIGHWAY, 18.8 M (61.7 FT) NORTHWEST OF A
 QD1466'UTILITY POLE, 0.8 M (2.3 FT) NORTHWEST OF A WITNESS POST, AND 0.3 M
 QD1466'(1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0642 ***********************************************************************
 OA0642  DESIGNATION -  B 754
 OA0642  PID         -  OA0642
 OA0642  STATE/COUNTY-  OR/COOS
 OA0642  USGS QUAD   -  CHARLESTON (1970)
 OA0642
 OA0642                         *CURRENT SURVEY CONTROL
 OA0642  ___________________________________________________________________
 OA0642* NAD 83(1986)-  43 21 07.     (N)    124 18 46.     (W)     SCALED    
 OA0642* NAVD 88     -        16.330  (meters)      53.58   (feet)  ADJUSTED  
 OA0642  ___________________________________________________________________
 OA0642  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 OA0642  DYNAMIC HT  -          16.327 (meters)      53.57  (feet)  COMP
 OA0642  MODELED GRAV-     980,457.6   (mgal)                       NAVD 88
 OA0642
 OA0642  VERT ORDER  -  FIRST     CLASS II
 OA0642
 OA0642.The horizontal coordinates were scaled from a topographic map and have
 OA0642.an estimated accuracy of +/- 6 seconds.
 OA0642
 OA0642.The orthometric height was determined by differential leveling
 OA0642.and adjusted in June 1991.
 OA0642
 OA0642.The geoid height was determined by GEOID03.
 OA0642
 OA0642.The dynamic height is computed by dividing the NAVD 88
 OA0642.geopotential number by the normal gravity value computed on the
 OA0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0642.degrees latitude (g = 980.6199 gals.).
 OA0642
 OA0642.The modeled gravity was interpolated from observed gravity values.
 OA0642
 OA0642;                    North         East    Units  Estimated Accuracy
 OA0642;SPC OR S     -   194,240.    1,191,020.      MT  (+/- 180 meters Scaled)
 OA0642
 OA0642                          SUPERSEDED SURVEY CONTROL
 OA0642
 OA0642.No superseded survey control is available for this station.
 OA0642
 OA0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCP936007(NAD 83)
 OA0642_MARKER: I = METAL ROD
 OA0642_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OA0642_SP_SET: STAINLESS STEEL ROD
 OA0642_STAMPING: B 754 1988
 OA0642_MARK LOGO: NGS   
 OA0642_PROJECTION: FLUSH
 OA0642_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OA0642_ROD/PIPE-DEPTH: 9.5  meters
 OA0642
 OA0642  HISTORY     - Date     Condition        Report By
 OA0642  HISTORY     - 1988     MONUMENTED       NGS
 OA0642  HISTORY     - 1988     GOOD             USPSQD
 OA0642  HISTORY     - 20010929 GOOD             USPSQD
 OA0642
 OA0642                          STATION DESCRIPTION
 OA0642
 OA0642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 OA0642'2.2 KM (1.35 MI) NORTH FROM CHARLESTON.
 OA0642'2.2 KM (1.35 MI) NORTHERLY ALONG CAPE ARAGO HIGHWAY FROM THE JUNCTION
 OA0642'OF BOAT BASIN DRIVE IN CHARLESTON, 34.2 M (112.2 FT) NORTH OF THE
 OA0642'CENTER OF A DRIVEWAY LEADING EAST TO 3896 CAPE ARAGO HIGHWAY, 9.3 M
 OA0642'(30.5 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, AND 1.0 M (3.3 FT)
 OA0642'SOUTH OF UTILITY POLE NUMBER 362001. NOTE--ACCESS TO DATUM POINT IS
 OA0642'HAD THROUGH A 5-INCH LOGO CAP.
 OA0642'THE MARK IS 3.2 METERS  W FROM  A WITNESS POST AND FENCE
 OA0642'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 OA0642
 OA0642                          STATION RECOVERY (1988)
 OA0642
 OA0642'RECOVERY NOTE BY US POWER SQUADRON 1988 (AS)
 OA0642'RECOVERED IN GOOD CONDITION.
 OA0642
 OA0642                          STATION RECOVERY (2001)
 OA0642
 OA0642'RECOVERY NOTE BY US POWER SQUADRON 2001 (AES)
 OA0642'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0684 ***********************************************************************
 OA0684  DESIGNATION -  B 755
 OA0684  PID         -  OA0684
 OA0684  STATE/COUNTY-  OR/DOUGLAS
 OA0684  USGS QUAD   -  REEDSPORT (1985)
 OA0684
 OA0684                         *CURRENT SURVEY CONTROL
 OA0684  ___________________________________________________________________
 OA0684* NAD 83(1986)-  43 42 26.     (N)    124 05 45.     (W)     SCALED    
 OA0684* NAVD 88     -         5.534  (meters)      18.16   (feet)  ADJUSTED  
 OA0684  ___________________________________________________________________
 OA0684  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 OA0684  DYNAMIC HT  -           5.534 (meters)      18.16  (feet)  COMP
 OA0684  MODELED GRAV-     980,522.9   (mgal)                       NAVD 88
 OA0684
 OA0684  VERT ORDER  -  FIRST     CLASS II
 OA0684
 OA0684.The horizontal coordinates were scaled from a topographic map and have
 OA0684.an estimated accuracy of +/- 6 seconds.
 OA0684
 OA0684.The orthometric height was determined by differential leveling
 OA0684.and adjusted in June 1991.
 OA0684
 OA0684.The geoid height was determined by GEOID03.
 OA0684
 OA0684.The dynamic height is computed by dividing the NAVD 88
 OA0684.geopotential number by the normal gravity value computed on the
 OA0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0684.degrees latitude (g = 980.6199 gals.).
 OA0684
 OA0684.The modeled gravity was interpolated from observed gravity values.
 OA0684
 OA0684;                    North         East    Units  Estimated Accuracy
 OA0684;SPC OR S     -   232,900.    1,210,280.      MT  (+/- 180 meters Scaled)
 OA0684
 OA0684                          SUPERSEDED SURVEY CONTROL
 OA0684
 OA0684.No superseded survey control is available for this station.
 OA0684
 OA0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP117399(NAD 83)
 OA0684_MARKER: DB = BENCH MARK DISK
 OA0684_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OA0684_SP_SET: ABUTMENT
 OA0684_STAMPING: B 755 1988
 OA0684_MARK LOGO: NGS   
 OA0684_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OA0684
 OA0684  HISTORY     - Date     Condition        Report By
 OA0684  HISTORY     - 1988     MONUMENTED       NGS
 OA0684
 OA0684                          STATION DESCRIPTION
 OA0684
 OA0684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 OA0684'1.1 KM (0.70 MI) NE FROM REEDSPORT.
 OA0684'0.3 KM (0.20 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 38 FROM THE
 OA0684'JUNCTION OF U.S. HIGHWAY 101 IN REEDSPORT, THENCE 0.8 KM (0.50 MI)
 OA0684'NORTHEASTERLY ALONG THE SOUTHERN PACIFIC RAILROAD, IN TOP OF AND 0.7
 OA0684'M (2.3 FT) NORTHEAST OF THE SOUTHWEST END OF THE NORTHEAST CONCRETE
 OA0684'ABUTMENT OF THE RAILROAD SWING BRIDGE OVER THE UMPQUA RIVER, AND 3.4
 OA0684'M (11.2 FT) SOUTHEAST OF THE NEAR RAIL.
 OA0684'THE MARK IS 2.5 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0741 ***********************************************************************
 OA0741  DESIGNATION -  B 756
 OA0741  PID         -  OA0741
 OA0741  STATE/COUNTY-  OR/COOS
 OA0741  USGS QUAD   -  COQUILLE (1975)
 OA0741
 OA0741                         *CURRENT SURVEY CONTROL
 OA0741  ___________________________________________________________________
 OA0741* NAD 83(1986)-  43 10 23.     (N)    124 13 49.     (W)     SCALED    
 OA0741* NAVD 88     -         7.080  (meters)      23.23   (feet)  ADJUSTED  
 OA0741  ___________________________________________________________________
 OA0741  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 OA0741  DYNAMIC HT  -           7.079 (meters)      23.23  (feet)  COMP
 OA0741  MODELED GRAV-     980,455.6   (mgal)                       NAVD 88
 OA0741
 OA0741  VERT ORDER  -  FIRST     CLASS II
 OA0741
 OA0741.The horizontal coordinates were scaled from a topographic map and have
 OA0741.an estimated accuracy of +/- 6 seconds.
 OA0741
 OA0741.The orthometric height was determined by differential leveling
 OA0741.and adjusted in June 1991.
 OA0741
 OA0741.The geoid height was determined by GEOID03.
 OA0741
 OA0741.The dynamic height is computed by dividing the NAVD 88
 OA0741.geopotential number by the normal gravity value computed on the
 OA0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0741.degrees latitude (g = 980.6199 gals.).
 OA0741
 OA0741.The modeled gravity was interpolated from observed gravity values.
 OA0741
 OA0741;                    North         East    Units  Estimated Accuracy
 OA0741;SPC OR S     -   174,090.    1,196,820.      MT  (+/- 180 meters Scaled)
 OA0741
 OA0741                          SUPERSEDED SURVEY CONTROL
 OA0741
 OA0741.No superseded survey control is available for this station.
 OA0741
 OA0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN000807(NAD 83)
 OA0741_MARKER: I = METAL ROD
 OA0741_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OA0741_SP_SET: STAINLESS STEEL ROD
 OA0741_STAMPING: B 756 1988
 OA0741_MARK LOGO: NGS   
 OA0741_PROJECTION: FLUSH
 OA0741_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OA0741_ROD/PIPE-DEPTH: 10.0 meters
 OA0741
 OA0741  HISTORY     - Date     Condition        Report By
 OA0741  HISTORY     - 1988     MONUMENTED       NGS
 OA0741  HISTORY     - 1988     GOOD             USPSQD
 OA0741  HISTORY     - 20020721 POOR             USPSQD
 OA0741
 OA0741                          STATION DESCRIPTION
 OA0741
 OA0741'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 OA0741'3.7 KM (2.30 MI) SW FROM COQUILLE.
 OA0741'3.7 KM (2.30 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 42 FROM THE
 OA0741'JUNCTION OF STATE HIGHWAY 44 IN COQUILLE, 7.7 M (25.3 FT) SOUTH OF
 OA0741'THE CENTERLINE OF THE HIGHWAY, 5.6 M (18.4 FT) WEST OF THE CENTER OF
 OA0741'A FIELD ENTRANCE, 5.4 M (17.7 FT) NORTH OF THE SOUTH END OF A
 OA0741'GUARDRAIL, AND 1.5 M (4.9 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A
 OA0741'BRIDGE. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OA0741'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 OA0741'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 OA0741
 OA0741                          STATION RECOVERY (1988)
 OA0741
 OA0741'RECOVERY NOTE BY US POWER SQUADRON 1988 (AS)
 OA0741'RECOVERED IN GOOD CONDITION.
 OA0741
 OA0741                          STATION RECOVERY (2002)
 OA0741
 OA0741'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 OA0741'LOGO CAP IS MISSING.  MARK NOW BELOW HIGHWAY LEVEL
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0768 ***********************************************************************
 OA0768  DESIGNATION -  B 757
 OA0768  PID         -  OA0768
 OA0768  STATE/COUNTY-  OR/CURRY
 OA0768  USGS QUAD   -  LANGLOIS (1996)
 OA0768
 OA0768                         *CURRENT SURVEY CONTROL
 OA0768  ___________________________________________________________________
 OA0768* NAD 83(2007)-  42 53 15.61032(N)    124 27 47.04629(W)     ADJUSTED  
 OA0768* NAVD 88     -        41.968  (meters)     137.69   (feet)  ADJUSTED  
 OA0768  ___________________________________________________________________
 OA0768  EPOCH DATE  -        2007.00
 OA0768  X           -  -2,648,558.330 (meters)                     COMP
 OA0768  Y           -  -3,859,002.715 (meters)                     COMP
 OA0768  Z           -   4,318,377.215 (meters)                     COMP
 OA0768  LAPLACE CORR-          15.01  (seconds)                    DEFLEC99
 OA0768  ELLIP HEIGHT-          15.190 (meters)          (02/10/07) ADJUSTED
 OA0768  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 OA0768  DYNAMIC HT  -          41.959 (meters)     137.66  (feet)  COMP
 OA0768
 OA0768  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 OA0768  Type    PID    Designation                      North   East  Ellip
 OA0768  -------------------------------------------------------------------
 OA0768  NETWORK OA0768 B 757                             0.69   0.51   1.88
 OA0768  -------------------------------------------------------------------
 OA0768  MODELED GRAV-     980,420.2   (mgal)                       NAVD 88
 OA0768
 OA0768  VERT ORDER  -  FIRST     CLASS II
 OA0768
 OA0768.The horizontal coordinates were established by GPS observations
 OA0768.and adjusted by the National Geodetic Survey in February 2007.
 OA0768
 OA0768.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 OA0768.See www.ngs.noaa.gov/NationalReadjustment for more information.
 OA0768.The horizontal coordinates are valid at the epoch date displayed above.
 OA0768.The epoch date for horizontal control is a decimal equivalence
 OA0768.of Year/Month/Day.
 OA0768
 OA0768.The orthometric height was determined by differential leveling
 OA0768.and adjusted in June 1991.
 OA0768
 OA0768.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OA0768
 OA0768.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA0768
 OA0768.The ellipsoidal height was determined by GPS observations
 OA0768.and is referenced to NAD 83.
 OA0768
 OA0768.The geoid height was determined by GEOID03.
 OA0768
 OA0768.The dynamic height is computed by dividing the NAVD 88
 OA0768.geopotential number by the normal gravity value computed on the
 OA0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0768.degrees latitude (g = 980.6199 gals.).
 OA0768
 OA0768.The modeled gravity was interpolated from observed gravity values.
 OA0768
 OA0768;                    North         East     Units Scale Factor Converg.
 OA0768;SPC OR S     -   143,289.680 1,176,410.567   MT  0.99990656   -2 42 40.8
 OA0768;SPC OR S     -   470,110.50  3,859,614.72   iFT  0.99990656   -2 42 40.8
 OA0768;UTM  10      - 4,749,379.032   380,529.718   MT  0.99977559   -0 59 45.0
 OA0768
 OA0768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA0768!SPC OR S     -   0.99999762  x   0.99990656  =   0.99990418
 OA0768!UTM  10      -   0.99999762  x   0.99977559  =   0.99977321
 OA0768
 OA0768                          SUPERSEDED SURVEY CONTROL
 OA0768
 OA0768  NAD 83(1998)-  42 53 15.60733(N)    124 27 47.04799(W) AD(       ) 1
 OA0768  ELLIP H (11/15/05)   15.168  (m)                       GP(       ) 4 2
 OA0768
 OA0768.Superseded values are not recommended for survey control.
 OA0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0768.See file dsdata.txt to determine how the superseded data were derived.
 OA0768
 OA0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN8053049379(NAD 83)
 OA0768_MARKER: I = METAL ROD
 OA0768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA0768_SP_SET: STAINLESS STEEL ROD
 OA0768_STAMPING: B 757 1988
 OA0768_MARK LOGO: NGS   
 OA0768_PROJECTION: FLUSH
 OA0768_MAGNETIC: I = MARKER IS A STEEL ROD
 OA0768_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OA0768_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OA0768+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2003
 OA0768_ROD/PIPE-DEPTH: 9.9  meters
 OA0768
 OA0768  HISTORY     - Date     Condition        Report By
 OA0768  HISTORY     - 1988     MONUMENTED       NGS
 OA0768  HISTORY     - 20030129 GOOD             WHPACI
 OA0768  HISTORY     - 20030711 GOOD             USPSQD
 OA0768
 OA0768                          STATION DESCRIPTION
 OA0768
 OA0768'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 OA0768'16.6 KM (10.30 MI) NORTH FROM PORT ORFORD.
 OA0768'16.6 KM (10.30 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION
 OA0768'OF HARBOOR DRIVE IN PORT ORFORD, 20.4 M (66.9 FT) WEST OF THE CENTER
 OA0768'OF A FIELD ENTRANCE AND GATE, 5.7 M (18.7 FT) NORTH OF THE CENTER OF
 OA0768'A DRIVEWAY LEADING TO HOUSE NUMBER 46968, 0.3 M (1.0 FT) SOUTHEAST OF
 OA0768'A FENCE CORNER, AND 0.3 M (1.0 FT) SOUTH OF A FENCE. NOTE--ACCESS TO
 OA0768'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OA0768'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 OA0768'THE MARK IS ABOVE LEVEL WITH THE DRIVEWAY.
 OA0768
 OA0768                          STATION RECOVERY (2003)
 OA0768
 OA0768'RECOVERY NOTE BY W + H PACIFIC, INCORPORATED 2003 (SJG)
 OA0768'RECOVEREY NOTE BY WH PACIFIC, JANUARY 2003 RECOVERED IN GOOD
 OA0768'CONDITION.
 OA0768
 OA0768                          STATION RECOVERY (2003)
 OA0768
 OA0768'RECOVERY NOTE BY US POWER SQUADRON 2003 (AES)
 OA0768'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0800 ***********************************************************************
 OA0800  DESIGNATION -  B 758
 OA0800  PID         -  OA0800
 OA0800  STATE/COUNTY-  OR/CURRY
 OA0800  USGS QUAD   -  PORT ORFORD (1996)
 OA0800
 OA0800                         *CURRENT SURVEY CONTROL
 OA0800  ___________________________________________________________________
 OA0800* NAD 83(1986)-  42 42 03.     (N)    124 27 21.     (W)     SCALED    
 OA0800* NAVD 88     -        64.277  (meters)     210.88   (feet)  ADJUSTED  
 OA0800  ___________________________________________________________________
 OA0800  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 OA0800  DYNAMIC HT  -          64.262 (meters)     210.83  (feet)  COMP
 OA0800  MODELED GRAV-     980,395.5   (mgal)                       NAVD 88
 OA0800
 OA0800  VERT ORDER  -  FIRST     CLASS II
 OA0800
 OA0800.The horizontal coordinates were scaled from a topographic map and have
 OA0800.an estimated accuracy of +/- 6 seconds.
 OA0800
 OA0800.The orthometric height was determined by differential leveling
 OA0800.and adjusted in June 1991.
 OA0800
 OA0800.The geoid height was determined by GEOID03.
 OA0800
 OA0800.The dynamic height is computed by dividing the NAVD 88
 OA0800.geopotential number by the normal gravity value computed on the
 OA0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0800.degrees latitude (g = 980.6199 gals.).
 OA0800
 OA0800.The modeled gravity was interpolated from observed gravity values.
 OA0800
 OA0800;                    North         East    Units  Estimated Accuracy
 OA0800;SPC OR S     -   122,530.    1,176,020.      MT  (+/- 180 meters Scaled)
 OA0800
 OA0800                          SUPERSEDED SURVEY CONTROL
 OA0800
 OA0800.No superseded survey control is available for this station.
 OA0800
 OA0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN807286(NAD 83)
 OA0800_MARKER: I = METAL ROD
 OA0800_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OA0800+WITH SETTING: INFORMATION.
 OA0800_SP_SET: SHALLOW-SET METAL ROD
 OA0800_STAMPING: B 758 1988
 OA0800_MARK LOGO: NGS   
 OA0800_PROJECTION: FLUSH
 OA0800_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OA0800_ROD/PIPE-DEPTH: 2.2  meters
 OA0800
 OA0800  HISTORY     - Date     Condition        Report By
 OA0800  HISTORY     - 1988     MONUMENTED       NGS
 OA0800
 OA0800                          STATION DESCRIPTION
 OA0800
 OA0800'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 OA0800'6.4 KM (4.00 MI) SOUTH FROM PORT ORFORD.
 OA0800'6.4 KM (4.00 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUCNTION OF
 OA0800'HARBOR DRIVE IN PORT ORFORD, 13.7 M (44.9 FT) SOUTHWEST OF THE
 OA0800'CENTERLINE OF THE HIGHWAY, AND 3.5 M (11.5 FT) NORTH-NORTHWEST OF THE
 OA0800'CENTER OF A TRACK ROAD. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 OA0800'5-INCH LOGO CAP.
 OA0800'THE MARK IS 0.2 METERS  NE FROM  A WITNESS POST
 OA0800'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0872 ***********************************************************************
 OA0872  DESIGNATION -  B 759
 OA0872  PID         -  OA0872
 OA0872  STATE/COUNTY-  OR/CURRY
 OA0872  USGS QUAD   -  BROOKINGS (1986)
 OA0872
 OA0872                         *CURRENT SURVEY CONTROL
 OA0872  ___________________________________________________________________
 OA0872* NAD 83(1986)-  42 02 50.     (N)    124 17 15.     (W)     SCALED    
 OA0872* NAVD 88     -        26.477  (meters)      86.87   (feet)  ADJUSTED  
 OA0872  ___________________________________________________________________
 OA0872  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 OA0872  DYNAMIC HT  -          26.469 (meters)      86.84  (feet)  COMP
 OA0872  MODELED GRAV-     980,321.3   (mgal)                       NAVD 88
 OA0872
 OA0872  VERT ORDER  -  FIRST     CLASS II
 OA0872
 OA0872.The horizontal coordinates were scaled from a topographic map and have
 OA0872.an estimated accuracy of +/- 6 seconds.
 OA0872
 OA0872.The orthometric height was determined by differential leveling
 OA0872.and adjusted in June 1991.
 OA0872
 OA0872.The geoid height was determined by GEOID03.
 OA0872
 OA0872.The dynamic height is computed by dividing the NAVD 88
 OA0872.geopotential number by the normal gravity value computed on the
 OA0872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0872.degrees latitude (g = 980.6199 gals.).
 OA0872
 OA0872.The modeled gravity was interpolated from observed gravity values.
 OA0872
 OA0872;                    North         East    Units  Estimated Accuracy
 OA0872;SPC OR S     -    49,370.    1,186,520.      MT  (+/- 180 meters Scaled)
 OA0872
 OA0872                          SUPERSEDED SURVEY CONTROL
 OA0872
 OA0872.No superseded survey control is available for this station.
 OA0872
 OA0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCM934558(NAD 83)
 OA0872_MARKER: I = METAL ROD
 OA0872_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OA0872_SP_SET: STAINLESS STEEL ROD
 OA0872_STAMPING: B 759 1988
 OA0872_MARK LOGO: NGS   
 OA0872_PROJECTION: FLUSH
 OA0872_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OA0872+STABILITY: POSITION/ELEVATION WELL
 OA0872_ROD/PIPE-DEPTH: 6.1  meters
 OA0872
 OA0872  HISTORY     - Date     Condition        Report By
 OA0872  HISTORY     - 1988     MONUMENTED       NGS
 OA0872  HISTORY     - 19981112 MARK NOT FOUND   USPSQD
 OA0872
 OA0872                          STATION DESCRIPTION
 OA0872
 OA0872'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 OA0872'IN BROOKINGS.
 OA0872'IN BROOKINGS, AT 901 WHARF STREET, 83.8 M (274.9 FT) EAST OF THE
 OA0872'NORTHEAST CORNER OF A MAINTAINANCE SHED FOR THE WASTE WATER TREATMENT
 OA0872'PLANT AT 901 WHARF STREET, 20.6 M (67.6 FT) NORTHEAST OF THE CENTER
 OA0872'OF A 30-INCH MANHOLE COVER, AND 11.5 M (37.7 FT) NORTH OF THE
 OA0872'CENTERLINE OF THE STREET. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH
 OA0872'A 5-INCH LOGO CAP.
 OA0872'THE MARK IS ABOVE LEVEL WITH THE STREET.
 OA0872
 OA0872                          STATION RECOVERY (1998)
 OA0872
 OA0872'RECOVERY NOTE BY US POWER SQUADRON 1998
 OA0872'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0943 ***********************************************************************
 NZ0943  DESIGNATION -  B 760
 NZ0943  PID         -  NZ0943
 NZ0943  STATE/COUNTY-  OR/JACKSON
 NZ0943  USGS QUAD   -  TALENT (1996)
 NZ0943
 NZ0943                         *CURRENT SURVEY CONTROL
 NZ0943  ___________________________________________________________________
 NZ0943* NAD 83(1986)-  42 14 38.     (N)    122 47 24.     (W)     SCALED    
 NZ0943* NAVD 88     -       500.145  (meters)    1640.89   (feet)  ADJUSTED  
 NZ0943  ___________________________________________________________________
 NZ0943  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 NZ0943  DYNAMIC HT  -         499.931 (meters)    1640.19  (feet)  COMP
 NZ0943  MODELED GRAV-     980,179.3   (mgal)                       NAVD 88
 NZ0943
 NZ0943  VERT ORDER  -  FIRST     CLASS II
 NZ0943
 NZ0943.The horizontal coordinates were scaled from a topographic map and have
 NZ0943.an estimated accuracy of +/- 6 seconds.
 NZ0943
 NZ0943.The orthometric height was determined by differential leveling
 NZ0943.and adjusted in June 1991.
 NZ0943
 NZ0943.The geoid height was determined by GEOID03.
 NZ0943
 NZ0943.The dynamic height is computed by dividing the NAVD 88
 NZ0943.geopotential number by the normal gravity value computed on the
 NZ0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0943.degrees latitude (g = 980.6199 gals.).
 NZ0943
 NZ0943.The modeled gravity was interpolated from observed gravity values.
 NZ0943
 NZ0943;                    North         East    Units  Estimated Accuracy
 NZ0943;SPC OR S     -    66,710.    1,311,020.      MT  (+/- 180 meters Scaled)
 NZ0943
 NZ0943                          SUPERSEDED SURVEY CONTROL
 NZ0943
 NZ0943.No superseded survey control is available for this station.
 NZ0943
 NZ0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM173768(NAD 83)
 NZ0943_MARKER: I = METAL ROD
 NZ0943_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NZ0943_SP_SET: STAINLESS STEEL ROD
 NZ0943_STAMPING: B 760 1988
 NZ0943_MARK LOGO: NGS   
 NZ0943_PROJECTION: FLUSH
 NZ0943_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NZ0943_ROD/PIPE-DEPTH: 3.7  meters
 NZ0943
 NZ0943  HISTORY     - Date     Condition        Report By
 NZ0943  HISTORY     - 1988     MONUMENTED       NGS
 NZ0943
 NZ0943                          STATION DESCRIPTION
 NZ0943
 NZ0943'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 NZ0943'IN TALENT.
 NZ0943'IN TALENT, AT THE INTERSECTION OF THE SOUTHERN PACIFIC RAILROAD EAST
 NZ0943'WAGNER STREET, 4.9 M (16.1 FT) SOUTHEAST OF THE CENTERLINE OF THE
 NZ0943'STREET, 3.8 M (12.5 FT) SOUTHWEST OF THE NEAR RAIL, AND 0.4 M
 NZ0943'(1.3 FT) NORTHEAST OF UTILITY POLE NUMBER D15170. NOTE--ACCESS TO
 NZ0943'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NZ0943'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 NZ0943'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1509 ***********************************************************************
 QD1509  DESIGNATION -  B 760 X
 QD1509  PID         -  QD1509
 QD1509  STATE/COUNTY-  OR/WHEELER
 QD1509  USGS QUAD   -  MITCHELL (1992)
 QD1509
 QD1509                         *CURRENT SURVEY CONTROL
 QD1509  ___________________________________________________________________
 QD1509* NAD 83(1986)-  44 35 58.     (N)    120 12 50.     (W)     SCALED    
 QD1509* NAVD 88     -       713.859  (meters)    2342.05   (feet)  ADJUSTED  
 QD1509  ___________________________________________________________________
 QD1509  GEOID HEIGHT-         -19.94  (meters)                     GEOID03
 QD1509  DYNAMIC HT  -         713.654 (meters)    2341.38  (feet)  COMP
 QD1509  MODELED GRAV-     980,308.0   (mgal)                       NAVD 88
 QD1509
 QD1509  VERT ORDER  -  FIRST     CLASS II
 QD1509
 QD1509.The horizontal coordinates were scaled from a topographic map and have
 QD1509.an estimated accuracy of +/- 6 seconds.
 QD1509
 QD1509.The orthometric height was determined by differential leveling
 QD1509.and adjusted in June 1991.
 QD1509
 QD1509.The geoid height was determined by GEOID03.
 QD1509
 QD1509.The dynamic height is computed by dividing the NAVD 88
 QD1509.geopotential number by the normal gravity value computed on the
 QD1509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1509.degrees latitude (g = 980.6199 gals.).
 QD1509
 QD1509.The modeled gravity was interpolated from observed gravity values.
 QD1509
 QD1509;                    North         East    Units  Estimated Accuracy
 QD1509;SPC OR N     -   103,690.    2,522,710.      MT  (+/- 180 meters Scaled)
 QD1509
 QD1509                          SUPERSEDED SURVEY CONTROL
 QD1509
 QD1509.No superseded survey control is available for this station.
 QD1509
 QD1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGQ211422(NAD 83)
 QD1509_MARKER: DV = VERTICAL CONTROL DISK
 QD1509_SETTING: 66 = SET IN ROCK OUTCROP
 QD1509_SP_SET: IN A DRILL HOLE IN BEDROCK
 QD1509_STAMPING: B 760 X 1988
 QD1509_MARK LOGO: NGS   
 QD1509_MAGNETIC: N = NO MAGNETIC MATERIAL
 QD1509_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QD1509+STABILITY: POSITION/ELEVATION WELL
 QD1509_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QD1509+SATELLITE: SATELLITE OBSERVATIONS - 1988
 QD1509
 QD1509  HISTORY     - Date     Condition        Report By
 QD1509  HISTORY     - 1988     MONUMENTED       NGS
 QD1509
 QD1509                          STATION DESCRIPTION
 QD1509
 QD1509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 QD1509'5.6 KM (3.50 MI) WESTERLY ALONG U.S. HIGHWAY 26 FROM THE JUNCTION OF
 QD1509'STATE HIGHWAY 207 IN MITCHELL, IN AN AREA OF OUTCROPPING BEDROCK AT
 QD1509'THE BASE OF A STEEP ROCKY SLOPE, 15.3 M (50.2 FT) SOUTHWEST OF THE
 QD1509'CENTERLINE OF THE HIGHWAY AT THE CENTER OF A BRIDGE SPANNING BRIDGE
 QD1509'CREEK, 3.3 M (10.8 FT) WEST OF THE WEST BANK OF THE CREEK, 2.0 M
 QD1509'(6.6 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.6 M (2.0 FT) WEST OF A
 QD1509'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0502 ***********************************************************************
 PC0502  DESIGNATION -  B 77
 PC0502  PID         -  PC0502
 PC0502  STATE/COUNTY-  OR/COOS
 PC0502  USGS QUAD   -  REMOTE (1990)
 PC0502
 PC0502                         *CURRENT SURVEY CONTROL
 PC0502  ___________________________________________________________________
 PC0502* NAD 83(1986)-  43 01 09.     (N)    123 55 11.     (W)     SCALED    
 PC0502* NAVD 88     -        60.426  (meters)     198.25   (feet)  ADJUSTED  
 PC0502  ___________________________________________________________________
 PC0502  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 PC0502  DYNAMIC HT  -          60.413 (meters)     198.21  (feet)  COMP
 PC0502  MODELED GRAV-     980,406.8   (mgal)                       NAVD 88
 PC0502
 PC0502  VERT ORDER  -  FIRST     CLASS II
 PC0502
 PC0502.The horizontal coordinates were scaled from a topographic map and have
 PC0502.an estimated accuracy of +/- 6 seconds.
 PC0502
 PC0502.The orthometric height was determined by differential leveling
 PC0502.and adjusted in June 1991.
 PC0502
 PC0502.The geoid height was determined by GEOID03.
 PC0502
 PC0502.The dynamic height is computed by dividing the NAVD 88
 PC0502.geopotential number by the normal gravity value computed on the
 PC0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0502.degrees latitude (g = 980.6199 gals.).
 PC0502
 PC0502.The modeled gravity was interpolated from observed gravity values.
 PC0502
 PC0502;                    North         East    Units  Estimated Accuracy
 PC0502;SPC OR S     -   155,930.    1,221,350.      MT  (+/- 180 meters Scaled)
 PC0502
 PC0502                          SUPERSEDED SURVEY CONTROL
 PC0502
 PC0502  NGVD 29 (??/??/92)   59.370  (m)          194.78   (f) ADJ UNCH    1 2
 PC0502
 PC0502.Superseded values are not recommended for survey control.
 PC0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0502.See file dsdata.txt to determine how the superseded data were derived.
 PC0502
 PC0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN250633(NAD 83)
 PC0502_MARKER: DB = BENCH MARK DISK
 PC0502_SETTING: 80 = SET IN A BOULDER
 PC0502_SP_SET: BOULDER
 PC0502_STAMPING: B 77 1931
 PC0502_MARK LOGO: CGS   
 PC0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0502+STABILITY: SURFACE MOTION
 PC0502
 PC0502  HISTORY     - Date     Condition        Report By
 PC0502  HISTORY     - 1931     MONUMENTED       CGS
 PC0502  HISTORY     - 1962     GOOD             NGS
 PC0502  HISTORY     - 1987     GOOD             NGS
 PC0502
 PC0502                          STATION DESCRIPTION
 PC0502
 PC0502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 PC0502'2.4 MI W FROM REMOTE.
 PC0502'REACHED FROM THE POST OFFICE AT REMOTE, GO WEST ON STATE HIGHWAY 42
 PC0502'FOR 2.4 MILES TO A T-ROAD ON THE LEFT, NORTH, (FRENCH CREEK ROAD) 33
 PC0502'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 70 FEET SOUTHWEST OF THE
 PC0502'CENTER LINE OF THE FRENCH CREEK ROAD AND THE CENTER LINE OF THE
 PC0502'HIGHWAY, ABOUT 100 FEET WEST OF A SMALL STREAM, AND IN TOP OF A LARGE
 PC0502'BOULDER DIRECTLY ABOVE THE RIVER.
 PC0502
 PC0502                          STATION RECOVERY (1987)
 PC0502
 PC0502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PC0502'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  24.0 KM
 PC0502'(14.90 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 42 FROM THE JUNCTION OF
 PC0502'SPRUCE STREET IN MYRTLE POINT, IN TOP OF A PROMINATE 4 BY 8 FOOT
 PC0502'BOULDER ALONG THE NORTHEAST BANK OF THE MIDDLE FORK OF THE COQUILLE
 PC0502'RIVER, 19.0 M (62.3 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 PC0502'AND 7.0 M (23.0 FT) NORTHWEST OF THE EXTENDED CENTER OF FRENCHIE
 PC0502'CREEK ROAD.
 PC0502'THE MARK IS 3.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0974 ***********************************************************************
 NZ0974  DESIGNATION -  B 783
 NZ0974  PID         -  NZ0974
 NZ0974  STATE/COUNTY-  OR/JACKSON
 NZ0974  USGS QUAD   -  ASHLAND (1996)
 NZ0974
 NZ0974                         *CURRENT SURVEY CONTROL
 NZ0974  ___________________________________________________________________
 NZ0974* NAD 83(1986)-  42 07 36.     (N)    122 37 47.     (W)     SCALED    
 NZ0974* NAVD 88     -       842.622  (meters)    2764.50   (feet)  ADJUSTED  
 NZ0974  ___________________________________________________________________
 NZ0974  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 NZ0974  DYNAMIC HT  -         842.174 (meters)    2763.03  (feet)  COMP
 NZ0974  MODELED GRAV-     980,062.5   (mgal)                       NAVD 88
 NZ0974
 NZ0974  VERT ORDER  -  FIRST     CLASS II
 NZ0974
 NZ0974.The horizontal coordinates were scaled from a topographic map and have
 NZ0974.an estimated accuracy of +/- 6 seconds.
 NZ0974
 NZ0974.The orthometric height was determined by differential leveling
 NZ0974.and adjusted in June 1991.
 NZ0974
 NZ0974.The geoid height was determined by GEOID03.
 NZ0974
 NZ0974.The dynamic height is computed by dividing the NAVD 88
 NZ0974.geopotential number by the normal gravity value computed on the
 NZ0974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0974.degrees latitude (g = 980.6199 gals.).
 NZ0974
 NZ0974.The modeled gravity was interpolated from observed gravity values.
 NZ0974
 NZ0974;                    North         East    Units  Estimated Accuracy
 NZ0974;SPC OR S     -    53,340.    1,323,910.      MT  (+/- 180 meters Scaled)
 NZ0974
 NZ0974                          SUPERSEDED SURVEY CONTROL
 NZ0974
 NZ0974.No superseded survey control is available for this station.
 NZ0974
 NZ0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM306639(NAD 83)
 NZ0974_MARKER: DB = BENCH MARK DISK
 NZ0974_SETTING: 66 = SET IN ROCK OUTCROP
 NZ0974_SP_SET: BEDROCK
 NZ0974_STAMPING: B 783 1988
 NZ0974_MARK LOGO: NGS   
 NZ0974_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NZ0974+STABILITY: POSITION/ELEVATION WELL
 NZ0974
 NZ0974  HISTORY     - Date     Condition        Report By
 NZ0974  HISTORY     - 1988     MONUMENTED       NGS
 NZ0974
 NZ0974                          STATION DESCRIPTION
 NZ0974
 NZ0974'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 NZ0974'7.2 KM (4.45 MI) SOUTH FROM ASHLAND.
 NZ0974'7.2 KM (4.45 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 5 FROM ITS
 NZ0974'JUNCTION WITH STATE HIGHWAY 66 IN ASHLAND, IN THE SOUTHEASTERN 1/3 OF
 NZ0974'AN EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, AND 31.5 M (103.3 FT)
 NZ0974'SOUTHWEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY.
 NZ0974'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 NZ0974'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1004 ***********************************************************************
 NZ1004  DESIGNATION -  B 784
 NZ1004  PID         -  NZ1004
 NZ1004  STATE/COUNTY-  OR/JACKSON
 NZ1004  USGS QUAD   -  LITTLE CHINQUAPIN MOUNTAIN (1988)
 NZ1004
 NZ1004                         *CURRENT SURVEY CONTROL
 NZ1004  ___________________________________________________________________
 NZ1004* NAD 83(1986)-  42 07 57.     (N)    122 17 56.     (W)     SCALED    
 NZ1004* NAVD 88     -      1241.876  (meters)    4074.39   (feet)  ADJUSTED  
 NZ1004  ___________________________________________________________________
 NZ1004  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 NZ1004  DYNAMIC HT  -        1241.135 (meters)    4071.96  (feet)  COMP
 NZ1004  MODELED GRAV-     979,982.0   (mgal)                       NAVD 88
 NZ1004
 NZ1004  VERT ORDER  -  FIRST     CLASS II
 NZ1004
 NZ1004.The horizontal coordinates were scaled from a topographic map and have
 NZ1004.an estimated accuracy of +/- 6 seconds.
 NZ1004
 NZ1004.The orthometric height was determined by differential leveling
 NZ1004.and adjusted in June 1991.
 NZ1004
 NZ1004.The geoid height was determined by GEOID03.
 NZ1004
 NZ1004.The dynamic height is computed by dividing the NAVD 88
 NZ1004.geopotential number by the normal gravity value computed on the
 NZ1004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ1004.degrees latitude (g = 980.6199 gals.).
 NZ1004
 NZ1004.The modeled gravity was interpolated from observed gravity values.
 NZ1004
 NZ1004;                    North         East    Units  Estimated Accuracy
 NZ1004;SPC OR S     -    53,350.    1,351,270.      MT  (+/- 180 meters Scaled)
 NZ1004
 NZ1004                          SUPERSEDED SURVEY CONTROL
 NZ1004
 NZ1004.No superseded survey control is available for this station.
 NZ1004
 NZ1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM579647(NAD 83)
 NZ1004_MARKER: I = METAL ROD
 NZ1004_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NZ1004_SP_SET: STAINLESS STEEL ROD
 NZ1004_STAMPING: B 784 1988
 NZ1004_MARK LOGO: NGS   
 NZ1004_PROJECTION: FLUSH
 NZ1004_MAGNETIC: I = MARKER IS A STEEL ROD
 NZ1004_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NZ1004+STABILITY: POSITION/ELEVATION WELL
 NZ1004_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NZ1004+SATELLITE: SATELLITE OBSERVATIONS - 1988
 NZ1004_ROD/PIPE-DEPTH: 6.7  meters
 NZ1004
 NZ1004  HISTORY     - Date     Condition        Report By
 NZ1004  HISTORY     - 1988     MONUMENTED       NGS
 NZ1004
 NZ1004                          STATION DESCRIPTION
 NZ1004
 NZ1004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 NZ1004'9.3 KM (5.80 MI) EASTERLY ALONG STATE HIGHWAY 66 FROM THE SCHOOL HOUSE
 NZ1004'IN LINCOLN, 0.4 KM (0.25 MI) EAST OF MILEPOST 27, 21.5 M (70.5 FT)
 NZ1004'EAST-NORTHEAST OF THE CENTER OF A GRAVELED ROAD LEADING NORTHWEST,
 NZ1004'16.0 M (52.5 FT) NORTH-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 NZ1004'0.55 M (1.8 FT) WEST OF A WITNESS POST, AND ABOUT LEVEL WITH THE
 NZ1004'HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 NZ1004'CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0732 ***********************************************************************
 NY0732  DESIGNATION -  B 785
 NY0732  PID         -  NY0732
 NY0732  STATE/COUNTY-  OR/KLAMATH
 NY0732  USGS QUAD   -  HAMAKER MTN (1986)
 NY0732
 NY0732                         *CURRENT SURVEY CONTROL
 NY0732  ___________________________________________________________________
 NY0732* NAD 83(1986)-  42 05 17.     (N)    121 54 02.     (W)     SCALED    
 NY0732* NAVD 88     -      1269.513  (meters)    4165.06   (feet)  ADJUSTED  
 NY0732  ___________________________________________________________________
 NY0732  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 NY0732  DYNAMIC HT  -        1268.738 (meters)    4162.52  (feet)  COMP
 NY0732  MODELED GRAV-     979,967.4   (mgal)                       NAVD 88
 NY0732
 NY0732  VERT ORDER  -  FIRST     CLASS II
 NY0732
 NY0732.The horizontal coordinates were scaled from a topographic map and have
 NY0732.an estimated accuracy of +/- 6 seconds.
 NY0732
 NY0732.The orthometric height was determined by differential leveling
 NY0732.and adjusted in June 1991.
 NY0732
 NY0732.The geoid height was determined by GEOID03.
 NY0732
 NY0732.The dynamic height is computed by dividing the NAVD 88
 NY0732.geopotential number by the normal gravity value computed on the
 NY0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0732.degrees latitude (g = 980.6199 gals.).
 NY0732
 NY0732.The modeled gravity was interpolated from observed gravity values.
 NY0732
 NY0732;                    North         East    Units  Estimated Accuracy
 NY0732;SPC OR S     -    47,780.    1,384,120.      MT  (+/- 180 meters Scaled)
 NY0732
 NY0732                          SUPERSEDED SURVEY CONTROL
 NY0732
 NY0732.No superseded survey control is available for this station.
 NY0732
 NY0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM909601(NAD 83)
 NY0732_MARKER: I = METAL ROD
 NY0732_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NY0732_SP_SET: STAINLESS STEEL ROD
 NY0732_STAMPING: B 785 1988
 NY0732_MARK LOGO: NGS   
 NY0732_PROJECTION: FLUSH
 NY0732_MAGNETIC: I = MARKER IS A STEEL ROD
 NY0732_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NY0732_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NY0732+SATELLITE: SATELLITE OBSERVATIONS - 1988
 NY0732_ROD/PIPE-DEPTH: 3.3  meters
 NY0732
 NY0732  HISTORY     - Date     Condition        Report By
 NY0732  HISTORY     - 1988     MONUMENTED       NGS
 NY0732
 NY0732                          STATION DESCRIPTION
 NY0732
 NY0732'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 NY0732'5.2 KM (3.25 MI) SOUTHEASTERLY ALONG WORDEN ROAD FROM THE POST OFFICE
 NY0732'IN KENO, 15.9 M (52.2 FT) SOUTHWEST OF THE CENTERLINE OF THE ROAD,
 NY0732'11.7 M (38.4 FT) SOUTHEAST OF THE CENTER OF ANTLER DRIVE, 6.2 M
 NY0732'(20.3 FT) SOUTHWEST OF A FENCE CORNER, 1.9 M (6.2 FT) SOUTHWEST OF
 NY0732'UTILITY POLE NUMBER D 12231 WITH A GUY WIRE, 0.3 M (1.0 FT) SOUTHEAST
 NY0732'OF A WITNESS POST AND FENCE, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF
 NY0732'THE ROAD.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 NY0732'CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1490 ***********************************************************************
 QD1490  DESIGNATION -  B 787
 QD1490  PID         -  QD1490
 QD1490  STATE/COUNTY-  OR/WHEELER
 QD1490  USGS QUAD   -  OCHOCO BUTTE (1992)
 QD1490
 QD1490                         *CURRENT SURVEY CONTROL
 QD1490  ___________________________________________________________________
 QD1490* NAD 83(1986)-  44 29 21.     (N)    120 19 28.     (W)     SCALED    
 QD1490* NAVD 88     -      1381.289  (meters)    4531.78   (feet)  ADJUSTED  
 QD1490  ___________________________________________________________________
 QD1490  GEOID HEIGHT-         -19.45  (meters)                     GEOID03
 QD1490  DYNAMIC HT  -        1380.745 (meters)    4529.99  (feet)  COMP
 QD1490  MODELED GRAV-     980,175.7   (mgal)                       NAVD 88
 QD1490
 QD1490  VERT ORDER  -  FIRST     CLASS II
 QD1490
 QD1490.The horizontal coordinates were scaled from a topographic map and have
 QD1490.an estimated accuracy of +/- 6 seconds.
 QD1490
 QD1490.The orthometric height was determined by differential leveling
 QD1490.and adjusted in June 1991.
 QD1490
 QD1490.The geoid height was determined by GEOID03.
 QD1490
 QD1490.The dynamic height is computed by dividing the NAVD 88
 QD1490.geopotential number by the normal gravity value computed on the
 QD1490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1490.degrees latitude (g = 980.6199 gals.).
 QD1490
 QD1490.The modeled gravity was interpolated from observed gravity values.
 QD1490
 QD1490;                    North         East    Units  Estimated Accuracy
 QD1490;SPC OR N     -    91,410.    2,513,960.      MT  (+/- 180 meters Scaled)
 QD1490
 QD1490                          SUPERSEDED SURVEY CONTROL
 QD1490
 QD1490.No superseded survey control is available for this station.
 QD1490
 QD1490_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGQ127296(NAD 83)
 QD1490_MARKER: I = METAL ROD
 QD1490_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QD1490+WITH SETTING: INFORMATION.
 QD1490_SP_SET: METAL ROD DRIVEN INTO GROUND
 QD1490_STAMPING: B 787 1988
 QD1490_MARK LOGO: NGS   
 QD1490_MAGNETIC: I = MARKER IS A STEEL ROD
 QD1490_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QD1490_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QD1490+SATELLITE: SATELLITE OBSERVATIONS - 1988
 QD1490
 QD1490  HISTORY     - Date     Condition        Report By
 QD1490  HISTORY     - 1988     MONUMENTED       NGS
 QD1490
 QD1490                          STATION DESCRIPTION
 QD1490
 QD1490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 QD1490'14.7 KM (9.15 MI) WESTERLY ALONG U.S. HIGHWAY 26 FROM THE JUNCTION OF
 QD1490'STATE HIGHWAY 207 IN MITCHELL, THENCE 12.4 KM (7.70 MI) SOUTHWESTERLY
 QD1490'ALONG A GRAVELED ROAD, A METAL ROD DRIVEN 1.1 METERS AND FLUSH WITH
 QD1490'GROUND, 11.0 M (36.1 FT) NORTHEAST OF THE CENTER OF THE
 QD1490'ROAD, 2.0 M (6.6 FT) NORTHEAST OF THE CENTER OF A DIM TRACK ROAD, AND
 QD1490'0.3 M (1.0 FT) SOUTHWEST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM
 QD1490'POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0694 ***********************************************************************
 NY0694  DESIGNATION -  B 789
 NY0694  PID         -  NY0694
 NY0694  STATE/COUNTY-  OR/KLAMATH
 NY0694  USGS QUAD   -  SOLOMON BUTTE (1988)
 NY0694
 NY0694                         *CURRENT SURVEY CONTROL
 NY0694  ___________________________________________________________________
 NY0694* NAD 83(1986)-  42 43 52.     (N)    121 49 25.     (W)     SCALED    
 NY0694* NAVD 88     -      1386.425  (meters)    4548.63   (feet)  ADJUSTED  
 NY0694  ___________________________________________________________________
 NY0694  GEOID HEIGHT-         -22.02  (meters)                     GEOID03
 NY0694  DYNAMIC HT  -        1385.628 (meters)    4546.01  (feet)  COMP
 NY0694  MODELED GRAV-     979,997.3   (mgal)                       NAVD 88
 NY0694
 NY0694  VERT ORDER  -  FIRST     CLASS II
 NY0694
 NY0694.The horizontal coordinates were scaled from a topographic map and have
 NY0694.an estimated accuracy of +/- 6 seconds.
 NY0694
 NY0694.The orthometric height was determined by differential leveling
 NY0694.and adjusted in June 1991.
 NY0694
 NY0694.The geoid height was determined by GEOID03.
 NY0694
 NY0694.The dynamic height is computed by dividing the NAVD 88
 NY0694.geopotential number by the normal gravity value computed on the
 NY0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0694.degrees latitude (g = 980.6199 gals.).
 NY0694
 NY0694.The modeled gravity was interpolated from observed gravity values.
 NY0694
 NY0694;                    North         East    Units  Estimated Accuracy
 NY0694;SPC OR S     -   119,100.    1,391,620.      MT  (+/- 180 meters Scaled)
 NY0694
 NY0694                          SUPERSEDED SURVEY CONTROL
 NY0694
 NY0694.No superseded survey control is available for this station.
 NY0694
 NY0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN963316(NAD 83)
 NY0694_MARKER: I = METAL ROD
 NY0694_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NY0694_SP_SET: STAINLESS STEEL ROD
 NY0694_STAMPING: B 789 1988
 NY0694_MARK LOGO: NGS   
 NY0694_PROJECTION: FLUSH
 NY0694_MAGNETIC: I = MARKER IS A STEEL ROD
 NY0694_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NY0694+STABILITY: POSITION/ELEVATION WELL
 NY0694_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NY0694+SATELLITE: SATELLITE OBSERVATIONS - 1988
 NY0694_ROD/PIPE-DEPTH: 12.2 meters
 NY0694
 NY0694  HISTORY     - Date     Condition        Report By
 NY0694  HISTORY     - 1988     MONUMENTED       NGS
 NY0694
 NY0694                          STATION DESCRIPTION
 NY0694
 NY0694'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 NY0694'18.9 KM (11.75 MI) NORTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 NY0694'THE JUNCTION OF STATE HIGHWAY 422 IN CHILOQUIN, 14.9 M (48.9 FT) EAST
 NY0694'OF THE NEAR RAIL, 0.3 M (1.0 FT) EAST OF A FENCE, 0.3 M (1.0 FT) WEST
 NY0694'OF A WITNESS POST, AND 0.3 M (1.0 FT) ABOVE THE TRACKS.  NOTE--ACCESS
 NY0694'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1241 ***********************************************************************
 QE1241  DESIGNATION -  B 79
 QE1241  PID         -  QE1241
 QE1241  STATE/COUNTY-  OR/LANE
 QE1241  USGS QUAD   -  HECETA HEAD (1984)
 QE1241
 QE1241                         *CURRENT SURVEY CONTROL
 QE1241  ___________________________________________________________________
 QE1241* NAD 83(1986)-  44 09 52.     (N)    124 06 44.     (W)     SCALED    
 QE1241* NAVD 88     -        14.324  (meters)      46.99   (feet)  ADJUSTED  
 QE1241  ___________________________________________________________________
 QE1241  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 QE1241  DYNAMIC HT  -          14.324 (meters)      46.99  (feet)  COMP
 QE1241  MODELED GRAV-     980,572.1   (mgal)                       NAVD 88
 QE1241
 QE1241  VERT ORDER  -  FIRST     CLASS II
 QE1241
 QE1241.The horizontal coordinates were scaled from a topographic map and have
 QE1241.an estimated accuracy of +/- 6 seconds.
 QE1241
 QE1241.The orthometric height was determined by differential leveling
 QE1241.and adjusted in June 1991.
 QE1241.WARNING-Repeat measurements at this control monument indicate possible
 QE1241.vertical movement.
 QE1241
 QE1241.The geoid height was determined by GEOID03.
 QE1241
 QE1241.The dynamic height is computed by dividing the NAVD 88
 QE1241.geopotential number by the normal gravity value computed on the
 QE1241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1241.degrees latitude (g = 980.6199 gals.).
 QE1241
 QE1241.The modeled gravity was interpolated from observed gravity values.
 QE1241
 QE1241;                    North         East    Units  Estimated Accuracy
 QE1241;SPC OR S     -   283,710.    1,211,160.      MT  (+/- 180 meters Scaled)
 QE1241
 QE1241                          SUPERSEDED SURVEY CONTROL
 QE1241
 QE1241  NGVD 29 (??/??/92)   13.280  (m)           43.57   (f) ADJ UNCH    1 2
 QE1241
 QE1241.Superseded values are not recommended for survey control.
 QE1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1241.See file dsdata.txt to determine how the superseded data were derived.
 QE1241
 QE1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP110907(NAD 83)
 QE1241_MARKER: DD = SURVEY DISK
 QE1241_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QE1241_SP_SET: ABUTMENT WALKWAY
 QE1241_STAMPING: B 79 1933
 QE1241_MARK LOGO: ORHD  
 QE1241_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE1241
 QE1241  HISTORY     - Date     Condition        Report By
 QE1241  HISTORY     - 1933     MONUMENTED       CGS
 QE1241  HISTORY     - 1988     GOOD             NGS
 QE1241
 QE1241                          STATION DESCRIPTION
 QE1241
 QE1241'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 QE1241'10.9 MI S FROM YACHATS.
 QE1241'IN NORTHEAST CORNER OF CHINA CREEK BRIDGE.  IN SIDEWALK ABOUT 18
 QE1241'INCHES IN FROM THE NORTH END AND OUTSIDE EDGE.
 QE1241
 QE1241                          STATION RECOVERY (1988)
 QE1241
 QE1241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QE1241'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  23.5 KM
 QE1241'(14.60 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM ITS JUNCTION WITH
 QE1241'STATE HIGHWAY 126 IN FLORENCE, IN THE NORTHEAST ABUTMENT WALKWAY OF A
 QE1241'HIGHWAY BRIDGE SPANNING CHINA CREEK, AND 4.6 M (15.1 FT) EAST OF THE
 QE1241'CENTERLINE OF THE HIGHWAY.  NOTE--THE BRIDGE ABUTMENT IS RESTING ON
 QE1241'BEDROCK.
 QE1241'THE MARK IS 0.7 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0639 ***********************************************************************
 PB0639  DESIGNATION -  B 790
 PB0639  PID         -  PB0639
 PB0639  STATE/COUNTY-  OR/KLAMATH
 PB0639  USGS QUAD   -  MUTTONCHOP BUTTE (1967)
 PB0639
 PB0639                         *CURRENT SURVEY CONTROL
 PB0639  ___________________________________________________________________
 PB0639* NAD 83(1986)-  43 15 16.     (N)    121 47 04.     (W)     SCALED    
 PB0639* NAVD 88     -      1440.214  (meters)    4725.10   (feet)  ADJUSTED  
 PB0639  ___________________________________________________________________
 PB0639  GEOID HEIGHT-         -21.38  (meters)                     GEOID03
 PB0639  DYNAMIC HT  -        1439.416 (meters)    4722.48  (feet)  COMP
 PB0639  MODELED GRAV-     980,015.1   (mgal)                       NAVD 88
 PB0639
 PB0639  VERT ORDER  -  FIRST     CLASS II
 PB0639
 PB0639.The horizontal coordinates were scaled from a topographic map and have
 PB0639.an estimated accuracy of +/- 6 seconds.
 PB0639
 PB0639.The orthometric height was determined by differential leveling
 PB0639.and adjusted in June 1991.
 PB0639
 PB0639.The geoid height was determined by GEOID03.
 PB0639
 PB0639.The dynamic height is computed by dividing the NAVD 88
 PB0639.geopotential number by the normal gravity value computed on the
 PB0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0639.degrees latitude (g = 980.6199 gals.).
 PB0639
 PB0639.The modeled gravity was interpolated from observed gravity values.
 PB0639
 PB0639;                    North         East    Units  Estimated Accuracy
 PB0639;SPC OR S     -   177,170.    1,395,710.      MT  (+/- 180 meters Scaled)
 PB0639
 PB0639                          SUPERSEDED SURVEY CONTROL
 PB0639
 PB0639.No superseded survey control is available for this station.
 PB0639
 PB0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN986897(NAD 83)
 PB0639_MARKER: I = METAL ROD
 PB0639_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PB0639_SP_SET: STAINLESS STEEL ROD
 PB0639_STAMPING: B 790 1988
 PB0639_MARK LOGO: NGS   
 PB0639_PROJECTION: FLUSH
 PB0639_MAGNETIC: I = MARKER IS A STEEL ROD
 PB0639_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PB0639+STABILITY: POSITION/ELEVATION WELL
 PB0639_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PB0639+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2007
 PB0639_ROD/PIPE-DEPTH: 14.0 meters
 PB0639
 PB0639  HISTORY     - Date     Condition        Report By
 PB0639  HISTORY     - 1988     MONUMENTED       NGS
 PB0639  HISTORY     - 20070723 GOOD             GEOCAC
 PB0639
 PB0639                          STATION DESCRIPTION
 PB0639
 PB0639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 PB0639'4.4 KM (2.75 MI) NORTHERLY ALONG U.S. HIGHWAY 97 FROM THE POST OFFICE
 PB0639'IN CHEMULT, 46.9 M (153.9 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 PB0639'9.0 M (29.5 FT) NORTH OF THE CENTER OF FOREST SERVICE ROAD 9774, 0.3
 PB0639'M (1.0 FT) SOUTH OF A WITNESS POST, AND LEVEL WITH THE HIGHWAY.
 PB0639'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 PB0639
 PB0639                          STATION RECOVERY (2007)
 PB0639
 PB0639'RECOVERY NOTE BY GEOCACHING 2007 (MMH)
 PB0639'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0669 ***********************************************************************
 PB0669  DESIGNATION -  B 791
 PB0669  PID         -  PB0669
 PB0669  STATE/COUNTY-  OR/DESCHUTES
 PB0669  USGS QUAD   -  FINLEY BUTTE (1981)
 PB0669
 PB0669                         *CURRENT SURVEY CONTROL
 PB0669  ___________________________________________________________________
 PB0669* NAD 83(1986)-  43 43 13.     (N)    121 28 18.     (W)     SCALED    
 PB0669* NAVD 88     -      1289.617  (meters)    4231.02   (feet)  ADJUSTED  
 PB0669  ___________________________________________________________________
 PB0669  GEOID HEIGHT-         -20.86  (meters)                     GEOID03
 PB0669  DYNAMIC HT  -        1289.012 (meters)    4229.03  (feet)  COMP
 PB0669  MODELED GRAV-     980,105.0   (mgal)                       NAVD 88
 PB0669
 PB0669  VERT ORDER  -  FIRST     CLASS II
 PB0669
 PB0669.The horizontal coordinates were scaled from a topographic map and have
 PB0669.an estimated accuracy of +/- 6 seconds.
 PB0669
 PB0669.The orthometric height was determined by differential leveling
 PB0669.and adjusted in June 1991.
 PB0669
 PB0669.The geoid height was determined by GEOID03.
 PB0669
 PB0669.The dynamic height is computed by dividing the NAVD 88
 PB0669.geopotential number by the normal gravity value computed on the
 PB0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0669.degrees latitude (g = 980.6199 gals.).
 PB0669
 PB0669.The modeled gravity was interpolated from observed gravity values.
 PB0669
 PB0669;                    North         East    Units  Estimated Accuracy
 PB0669;SPC OR S     -   228,580.    1,421,710.      MT  (+/- 180 meters Scaled)
 PB0669
 PB0669                          SUPERSEDED SURVEY CONTROL
 PB0669
 PB0669.No superseded survey control is available for this station.
 PB0669
 PB0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP231419(NAD 83)
 PB0669_MARKER: I = METAL ROD
 PB0669_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PB0669_SP_SET: STAINLESS STEEL ROD
 PB0669_STAMPING: B 791 1988
 PB0669_MARK LOGO: NGS   
 PB0669_PROJECTION: FLUSH
 PB0669_MAGNETIC: I = MARKER IS A STEEL ROD
 PB0669_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PB0669+STABILITY: POSITION/ELEVATION WELL
 PB0669_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PB0669+SATELLITE: SATELLITE OBSERVATIONS - 1988
 PB0669_ROD/PIPE-DEPTH: 12.5 meters
 PB0669
 PB0669  HISTORY     - Date     Condition        Report By
 PB0669  HISTORY     - 1988     MONUMENTED       NGS
 PB0669
 PB0669                          STATION DESCRIPTION
 PB0669
 PB0669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 PB0669'6.2 KM (3.85 MI) NORTHERLY ALONG U.S. HIGHWAY 97 FROM THE POST OFFICE
 PB0669'IN LAPINE, 1.5 KM (0.95 MI) NORTH OF THE INTERSECTION OF ROSLAND
 PB0669'ROAD, 29.7 M (97.4 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES
 PB0669'OF THE HIGHWAY, 6.4 M (21.0 FT) SOUTH OF THE CENTER OF A DIRT ROAD
 PB0669'LEADING NORTHEAST, 0.3 M (1.0 FT) WEST OF A WITNESS POST, AND LEVEL
 PB0669'WITH THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 PB0669'5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1325 ***********************************************************************
 QE1325  DESIGNATION -  B 80
 QE1325  PID         -  QE1325
 QE1325  STATE/COUNTY-  OR/LINCOLN
 QE1325  USGS QUAD   -  WALDPORT (1984)
 QE1325
 QE1325                         *CURRENT SURVEY CONTROL
 QE1325  ___________________________________________________________________
 QE1325* NAD 83(1986)-  44 28 44.     (N)    124 04 45.     (W)     SCALED    
 QE1325* NAVD 88     -         7.690  (meters)      25.23   (feet)  ADJUSTED  
 QE1325  ___________________________________________________________________
 QE1325  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 QE1325  DYNAMIC HT  -           7.690 (meters)      25.23  (feet)  COMP
 QE1325  MODELED GRAV-     980,571.1   (mgal)                       NAVD 88
 QE1325
 QE1325  VERT ORDER  -  FIRST     CLASS II
 QE1325
 QE1325.The horizontal coordinates were scaled from a topographic map and have
 QE1325.an estimated accuracy of +/- 6 seconds.
 QE1325
 QE1325.The orthometric height was determined by differential leveling
 QE1325.and adjusted in June 1991.
 QE1325
 QE1325.The geoid height was determined by GEOID03.
 QE1325
 QE1325.The dynamic height is computed by dividing the NAVD 88
 QE1325.geopotential number by the normal gravity value computed on the
 QE1325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1325.degrees latitude (g = 980.6199 gals.).
 QE1325
 QE1325.The modeled gravity was interpolated from observed gravity values.
 QE1325
 QE1325;                    North         East    Units  Estimated Accuracy
 QE1325;SPC OR N     -    96,560.    2,215,350.      MT  (+/- 180 meters Scaled)
 QE1325
 QE1325                          SUPERSEDED SURVEY CONTROL
 QE1325
 QE1325  NGVD 29 (??/??/92)    6.681  (m)           21.92   (f) ADJ UNCH    1 2
 QE1325
 QE1325.Superseded values are not recommended for survey control.
 QE1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1325.See file dsdata.txt to determine how the superseded data were derived.
 QE1325
 QE1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ141256(NAD 83)
 QE1325_MARKER: DB = BENCH MARK DISK
 QE1325_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QE1325_SP_SET: HEADWALL
 QE1325_STAMPING: B 80 1933
 QE1325_MARK LOGO: CGS   
 QE1325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE1325+STABILITY: SURFACE MOTION
 QE1325
 QE1325  HISTORY     - Date     Condition        Report By
 QE1325  HISTORY     - 1933     MONUMENTED       CGS
 QE1325  HISTORY     - 1988     GOOD             NGS
 QE1325
 QE1325                          STATION DESCRIPTION
 QE1325
 QE1325'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 QE1325'4.2 MI N FROM WALDPORT.
 QE1325'ABOUT 4.2 MILES NORTH OF WALDPORT.  25 FEET WEST OF CENTER LINE OF
 QE1325'HIGHWAY IN CENTER OF WEST HEADWALL OF CULVERT OVER COLLINS CREEK. 120
 QE1325'FEET SOUTH WEST OF STATION 1190.
 QE1325
 QE1325                          STATION RECOVERY (1988)
 QE1325
 QE1325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QE1325'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  THE
 QE1325'ORIGINAL DESCRIPTION DESCRIBES THE DISK AS BEING IN A CULVERT
 QE1325'HEADWALL, AND THE LAST STATEMENT OF THE DESCRIPTION STATES THAT THE
 QE1325'MARK IS A CONCRETE POST.
 QE1325'THE MARK IS 2.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0443 ***********************************************************************
 RB0443  DESIGNATION -  B 81
 RB0443  PID         -  RB0443
 RB0443  STATE/COUNTY-  OR/UMATILLA
 RB0443  USGS QUAD   -  ADAMS (1966)
 RB0443
 RB0443                         *CURRENT SURVEY CONTROL
 RB0443  ___________________________________________________________________
 RB0443* NAD 83(1986)-  45 45 48.     (N)    118 33 36.     (W)     SCALED    
 RB0443* NAVD 88     -       464.178  (meters)    1522.89   (feet)  ADJUSTED  
 RB0443  ___________________________________________________________________
 RB0443  GEOID HEIGHT-         -20.48  (meters)                     GEOID03
 RB0443  DYNAMIC HT  -         464.129 (meters)    1522.73  (feet)  COMP
 RB0443  MODELED GRAV-     980,498.2   (mgal)                       NAVD 88
 RB0443
 RB0443  VERT ORDER  -  FIRST     CLASS II
 RB0443
 RB0443.The horizontal coordinates were scaled from a topographic map and have
 RB0443.an estimated accuracy of +/- 6 seconds.
 RB0443
 RB0443.The orthometric height was determined by differential leveling
 RB0443.and adjusted in June 1991.
 RB0443
 RB0443.The geoid height was determined by GEOID03.
 RB0443
 RB0443.The dynamic height is computed by dividing the NAVD 88
 RB0443.geopotential number by the normal gravity value computed on the
 RB0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0443.degrees latitude (g = 980.6199 gals.).
 RB0443
 RB0443.The modeled gravity was interpolated from observed gravity values.
 RB0443
 RB0443;                    North         East    Units  Estimated Accuracy
 RB0443;SPC OR N     -   234,800.    2,650,900.      MT  (+/- 180 meters Scaled)
 RB0443
 RB0443                          SUPERSEDED SURVEY CONTROL
 RB0443
 RB0443  NGVD 29 (??/??/92)  463.134  (m)         1519.47   (f) ADJ UNCH    1 2
 RB0443
 RB0443.Superseded values are not recommended for survey control.
 RB0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0443.See file dsdata.txt to determine how the superseded data were derived.
 RB0443
 RB0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL786689(NAD 83)
 RB0443_MARKER: DB = BENCH MARK DISK
 RB0443_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RB0443_SP_SET: MONUMENT
 RB0443_STAMPING: B 81 1933
 RB0443_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RB0443
 RB0443  HISTORY     - Date     Condition        Report By
 RB0443  HISTORY     - 1933     MONUMENTED       CGS
 RB0443  HISTORY     - 1964     GOOD             NGS
 RB0443  HISTORY     - 1981     GOOD             NGS
 RB0443  HISTORY     - 20020124 MARK NOT FOUND   INDIV
 RB0443
 RB0443                          STATION DESCRIPTION
 RB0443
 RB0443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 RB0443'IN ADAMS.
 RB0443'AT ADAMS 0.15 MILE SOUTHWEST OF THE ELEVATOR ALONG THE UNION PACIFIC
 RB0443'RAILROAD, 350 FEET SOUTHEAST OF THE CENTER OF STATE HIGHWAY 11, 250
 RB0443'FEET SOUTHWEST OF THE RAILROAD SIGN, ADAMS, 200 FEET NORTHEAST OF A
 RB0443'DWELLING, 38 1/2 FEET SOUTHEAST OF THE NEAREAST RAIL OF THE RAILROAD,
 RB0443'12 FEET NORTHWEST OF THE CENTER OF A TRACK ROAD, 3 FEET SOUTHWEST OF A
 RB0443'TELEPHONE POLE AND 1 FOOT NORTHEAST OF A METAL WITNESS POST.  THE
 RB0443'MONUMENT PROJECTS 6 INCHES.
 RB0443
 RB0443                          STATION RECOVERY (1981)
 RB0443
 RB0443'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 RB0443'0.24 KILOMETER SOUTHWEST OF THE GRAIN ELEVATOR IN ADAMS, 100 METERS
 RB0443'SOUTHEAST OF HIGHWAY 11, 40 METERS EAST FROM THE SOUTHEAST CORNER OF
 RB0443'A HOUSE WITH A PRYAMIDAL SHAPED ROOF, 21.8 METERS SOUTHEAST OF A
 RB0443'POWER POLE, 3.0 METERS NORTHWEST FROM THE CENTERLINE OF A TRACK ROAD
 RB0443'AND 0.4 METERS NORTHEAST FROM A METAL WITNESS POST.
 RB0443
 RB0443                          STATION RECOVERY (2002)
 RB0443
 RB0443'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (SKH)
 RB0443'THE CURRENT MARK IS SET ON THE WEST SIDE OF THE RELOCATED HIGHWAY 11
 RB0443'WHICH IS ON THE BED OF THE ABANDONED RAILROAD. IT IS PLAINLY MARKED
 RB0443'B81 RESET, 1987. THERE IS NO PUBLISHED INFORMATION REGARDING THE
 RB0443'CORRECT RESET ELEVATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0582 ***********************************************************************
 RA0582  DESIGNATION -  B 83
 RA0582  PID         -  RA0582
 RA0582  STATE/COUNTY-  OR/WALLOWA
 RA0582  USGS QUAD   -  HICKS SPRING (1990)
 RA0582
 RA0582                         *CURRENT SURVEY CONTROL
 RA0582  ___________________________________________________________________
 RA0582* NAD 83(1986)-  45 36 10.     (N)    117 15 39.     (W)     SCALED    
 RA0582* NAVD 88     -      1325.549  (meters)    4348.91   (feet)  POSTED    
 RA0582  ___________________________________________________________________
 RA0582  GEOID HEIGHT-         -16.43  (meters)                     GEOID03
 RA0582  DYNAMIC HT  -        1325.170 (meters)    4347.66  (feet)  COMP
 RA0582  MODELED GRAV-     980,283.0   (mgal)                       NAVD 88
 RA0582
 RA0582  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 RA0582
 RA0582.The horizontal coordinates were scaled from a topographic map and have
 RA0582.an estimated accuracy of +/- 6 seconds.
 RA0582
 RA0582.The orthometric height was determined by differential leveling
 RA0582.and adjusted by the  in 1992.
 RA0582.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 RA0582.rate of 2.1 thru 3.0 mm/km.
 RA0582
 RA0582.The geoid height was determined by GEOID03.
 RA0582
 RA0582.The dynamic height is computed by dividing the NAVD 88
 RA0582.geopotential number by the normal gravity value computed on the
 RA0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0582.degrees latitude (g = 980.6199 gals.).
 RA0582
 RA0582.The modeled gravity was interpolated from observed gravity values.
 RA0582
 RA0582;                    North         East    Units  Estimated Accuracy
 RA0582;SPC OR N     -   220,210.    2,752,620.      MT  (+/- 180 meters Scaled)
 RA0582
 RA0582                          SUPERSEDED SURVEY CONTROL
 RA0582
 RA0582  NGVD 29 (??/??/92) 1324.329  (m)         4344.90   (f) ADJ UNCH    2 0
 RA0582
 RA0582.Superseded values are not recommended for survey control.
 RA0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0582.See file dsdata.txt to determine how the superseded data were derived.
 RA0582
 RA0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML796499(NAD 83)
 RA0582_MARKER: DD = SURVEY DISK
 RA0582_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RA0582_SP_SET: CULVERT
 RA0582_STAMPING: B 83 1934
 RA0582_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RA0582
 RA0582  HISTORY     - Date     Condition        Report By
 RA0582  HISTORY     - 1934     MONUMENTED       ORDT
 RA0582  HISTORY     - 1934     GOOD             NGS
 RA0582  HISTORY     - 1954     MARK NOT FOUND   NGS
 RA0582
 RA0582                          STATION DESCRIPTION
 RA0582
 RA0582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RA0582'13.5 MI N FROM ENTERPRISE.
 RA0582'13.5 MILES NORTH ALONG STATE HWY. 3 FROM COURTHOUSE ALONG THE RIGHT OF
 RA0582'WAY OF STATE HWY. 3, 15 FEET WEST OF THE CENTERLINE OF HIGHWAY, ON THE
 RA0582'S.W. CORNER OF THE WEST HEADWALL OF CONCRETE CULVERT.
 RA0582
 RA0582                          STATION RECOVERY (1954)
 RA0582
 RA0582'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 RA0582'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0673 ***********************************************************************
 RA0673  DESIGNATION -  B 84
 RA0673  PID         -  RA0673
 RA0673  STATE/COUNTY-  OR/WALLOWA
 RA0673  USGS QUAD   -  LOSTINE (1990)
 RA0673
 RA0673                         *CURRENT SURVEY CONTROL
 RA0673  ___________________________________________________________________
 RA0673* NAD 83(1986)-  45 29 15.     (N)    117 25 57.     (W)     SCALED    
 RA0673* NAVD 88     -      1026.337  (meters)    3367.24   (feet)  ADJUSTED  
 RA0673  ___________________________________________________________________
 RA0673  GEOID HEIGHT-         -16.55  (meters)                     GEOID03
 RA0673  DYNAMIC HT  -        1026.081 (meters)    3366.40  (feet)  COMP
 RA0673  MODELED GRAV-     980,331.5   (mgal)                       NAVD 88
 RA0673
 RA0673  VERT ORDER  -  SECOND    CLASS 0
 RA0673
 RA0673.The horizontal coordinates were scaled from a topographic map and have
 RA0673.an estimated accuracy of +/- 6 seconds.
 RA0673
 RA0673.The orthometric height was determined by differential leveling
 RA0673.and adjusted in June 1991.
 RA0673
 RA0673.The geoid height was determined by GEOID03.
 RA0673
 RA0673.The dynamic height is computed by dividing the NAVD 88
 RA0673.geopotential number by the normal gravity value computed on the
 RA0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0673.degrees latitude (g = 980.6199 gals.).
 RA0673
 RA0673.The modeled gravity was interpolated from observed gravity values.
 RA0673
 RA0673;                    North         East    Units  Estimated Accuracy
 RA0673;SPC OR N     -   206,890.    2,739,720.      MT  (+/- 180 meters Scaled)
 RA0673
 RA0673                          SUPERSEDED SURVEY CONTROL
 RA0673
 RA0673  NGVD 29 (??/??/92) 1025.172  (m)         3363.42   (f) ADJ UNCH    2 0
 RA0673
 RA0673.Superseded values are not recommended for survey control.
 RA0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0673.See file dsdata.txt to determine how the superseded data were derived.
 RA0673
 RA0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML662371(NAD 83)
 RA0673_MARKER: DB = BENCH MARK DISK
 RA0673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RA0673_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RA0673_STAMPING: B 84 1934
 RA0673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0673+STABILITY: SURFACE MOTION
 RA0673
 RA0673  HISTORY     - Date     Condition        Report By
 RA0673  HISTORY     - 1934     MONUMENTED       CGS
 RA0673  HISTORY     - 1988     GOOD             USPSQD
 RA0673
 RA0673                          STATION DESCRIPTION
 RA0673
 RA0673'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RA0673'IN LOSTINE.
 RA0673'BETWEEN U.S. POST OFFICE AND BRADLEYS STORE, IN N.E. CORNER OF
 RA0673'ENCLOSED YARD OF PROPERTY OWNED BY ELLA MACKINZIE, 1 FOOT WEST OF YARD
 RA0673'FENCE, 6 FEET SOUTH OF THE SOUTH EAST CORNER OF BRADLEYS STORE.
 RA0673
 RA0673                          STATION RECOVERY (1988)
 RA0673
 RA0673'RECOVERY NOTE BY US POWER SQUADRON 1988 (RCC)
 RA0673'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0753 ***********************************************************************
 RA0753  DESIGNATION -  B 85
 RA0753  PID         -  RA0753
 RA0753  STATE/COUNTY-  OR/UNION
 RA0753  USGS QUAD   -  ELGIN (1995)
 RA0753
 RA0753                         *CURRENT SURVEY CONTROL
 RA0753  ___________________________________________________________________
 RA0753* NAD 83(1986)-  45 30 27.     (N)    117 55 48.     (W)     SCALED    
 RA0753* NAVD 88     -       835.080  (meters)    2739.76   (feet)  ADJUSTED  
 RA0753  ___________________________________________________________________
 RA0753  GEOID HEIGHT-         -17.97  (meters)                     GEOID03
 RA0753  DYNAMIC HT  -         834.899 (meters)    2739.16  (feet)  COMP
 RA0753  MODELED GRAV-     980,372.2   (mgal)                       NAVD 88
 RA0753
 RA0753  VERT ORDER  -  SECOND    CLASS 0
 RA0753
 RA0753.The horizontal coordinates were scaled from a topographic map and have
 RA0753.an estimated accuracy of +/- 6 seconds.
 RA0753
 RA0753.The orthometric height was determined by differential leveling
 RA0753.and adjusted in June 1991.
 RA0753
 RA0753.The geoid height was determined by GEOID03.
 RA0753
 RA0753.The dynamic height is computed by dividing the NAVD 88
 RA0753.geopotential number by the normal gravity value computed on the
 RA0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0753.degrees latitude (g = 980.6199 gals.).
 RA0753
 RA0753.The modeled gravity was interpolated from observed gravity values.
 RA0753
 RA0753;                    North         East    Units  Estimated Accuracy
 RA0753;SPC OR N     -   207,750.    2,700,790.      MT  (+/- 180 meters Scaled)
 RA0753
 RA0753                          SUPERSEDED SURVEY CONTROL
 RA0753
 RA0753  NGVD 29 (??/??/92)  833.977  (m)         2736.14   (f) ADJ UNCH    2 0
 RA0753
 RA0753.Superseded values are not recommended for survey control.
 RA0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0753.See file dsdata.txt to determine how the superseded data were derived.
 RA0753
 RA0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML273397(NAD 83)
 RA0753_MARKER: DD = SURVEY DISK
 RA0753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RA0753_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RA0753_STAMPING: B 85 1934
 RA0753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0753+STABILITY: SURFACE MOTION
 RA0753
 RA0753  HISTORY     - Date     Condition        Report By
 RA0753  HISTORY     - 1934     MONUMENTED       ORDT
 RA0753  HISTORY     - 1945     GOOD             NGS
 RA0753
 RA0753                          STATION DESCRIPTION
 RA0753
 RA0753'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 RA0753'4.3 MI S FROM ELGIN.
 RA0753'ALONG STATE HIGHWAY NO.82, 4.3 MILES SOUTH OF THE CITY HALL AT ELGIN,
 RA0753'0.5 MILE SOUTH OF CONCRETE BRIDGE OVER GRANDE RONDE RIVER, 0.6 MILE
 RA0753'NORTH OF COUNTY ROAD LEADING EAST ACROSS GRANDE RIVER AND TOWARD
 RA0753'INDIAN CREEK, 341.5 FEET NORTH OF CENTERLINE OF GATE FOR ROAD LEADING
 RA0753'TO FARM HOUSE, 39.6 FEET WEST OF CENTERLINE OF HIGHWAY, 4.5 FEET SOUTH
 RA0753'OF TELEPHONE POLE, 1.4 FOOT EAST OF REFERENCE POST, SET IN TOP OF
 RA0753'CONCRETE POST PROJECTING 0.1 FOOT ABOVE GROUND AND ABOUT 2 FEET BELOW
 RA0753'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0783 ***********************************************************************
 RB0783  DESIGNATION -  B 86
 RB0783  PID         -  RB0783
 RB0783  STATE/COUNTY-  OR/MORROW
 RB0783  USGS QUAD   -  LENA (1968)
 RB0783
 RB0783                         *CURRENT SURVEY CONTROL
 RB0783  ___________________________________________________________________
 RB0783* NAD 83(1986)-  45 22 42.     (N)    119 20 26.     (W)     SCALED    
 RB0783* NAVD 88     -       949.684  (meters)    3115.75   (feet)  ADJUSTED  
 RB0783  ___________________________________________________________________
 RB0783  GEOID HEIGHT-         -20.36  (meters)                     GEOID03
 RB0783  DYNAMIC HT  -         949.456 (meters)    3115.01  (feet)  COMP
 RB0783  MODELED GRAV-     980,343.3   (mgal)                       NAVD 88
 RB0783
 RB0783  VERT ORDER  -  SECOND    CLASS 0
 RB0783
 RB0783.The horizontal coordinates were scaled from a topographic map and have
 RB0783.an estimated accuracy of +/- 6 seconds.
 RB0783
 RB0783.The orthometric height was determined by differential leveling
 RB0783.and adjusted in June 1991.
 RB0783
 RB0783.The geoid height was determined by GEOID03.
 RB0783
 RB0783.The dynamic height is computed by dividing the NAVD 88
 RB0783.geopotential number by the normal gravity value computed on the
 RB0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0783.degrees latitude (g = 980.6199 gals.).
 RB0783
 RB0783.The modeled gravity was interpolated from observed gravity values.
 RB0783
 RB0783;                    North         East    Units  Estimated Accuracy
 RB0783;SPC OR N     -   190,860.    2,590,800.      MT  (+/- 180 meters Scaled)
 RB0783
 RB0783                          SUPERSEDED SURVEY CONTROL
 RB0783
 RB0783  NGVD 29 (??/??/92)  948.551  (m)         3112.04   (f) ADJ UNCH    2 0
 RB0783
 RB0783.Superseded values are not recommended for survey control.
 RB0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0783.See file dsdata.txt to determine how the superseded data were derived.
 RB0783
 RB0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL167276(NAD 83)
 RB0783_MARKER: DB = BENCH MARK DISK
 RB0783_SETTING: 0 = UNSPECIFIED SETTING
 RB0783_STAMPING: B 86 1934
 RB0783_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RB0783
 RB0783  HISTORY     - Date     Condition        Report By
 RB0783  HISTORY     - 1934     MONUMENTED       CGS
 RB0783
 RB0783                          STATION DESCRIPTION
 RB0783
 RB0783'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RB0783'11.9 MI E FROM HEPPNER.
 RB0783'11.9 MI. EAST FROM COURT HOUSE ALONG STATE HIGHWAY NO. 74, 81 YARDS
 RB0783'EAST OF ROCK ABUTMENT FOR GALVANIZED IRON CULVERT ON SHARP CURVE IN
 RB0783'HIGHWAY.  46 YARDS EAST OF PILE OF ROCKS IN CORNER OF FENCE.  33 FEET
 RB0783'SOUTH OF CENTER LINE OF HIGHWAY.  1 FOOT NORTH OF FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0008 ***********************************************************************
 RC0008  DESIGNATION -  B 88
 RC0008  PID         -  RC0008
 RC0008  STATE/COUNTY-  OR/GILLIAM
 RC0008  USGS QUAD   -  HORN BUTTE (1964)
 RC0008
 RC0008                         *CURRENT SURVEY CONTROL
 RC0008  ___________________________________________________________________
 RC0008* NAD 83(1986)-  45 41 42.     (N)    120 01 19.     (W)     SCALED    
 RC0008* NAVD 88     -       132.423  (meters)     434.46   (feet)  ADJUSTED  
 RC0008  ___________________________________________________________________
 RC0008  GEOID HEIGHT-         -21.75  (meters)                     GEOID03
 RC0008  DYNAMIC HT  -         132.419 (meters)     434.44  (feet)  COMP
 RC0008  MODELED GRAV-     980,584.7   (mgal)                       NAVD 88
 RC0008
 RC0008  VERT ORDER  -  SECOND    CLASS 0
 RC0008
 RC0008.The horizontal coordinates were scaled from a topographic map and have
 RC0008.an estimated accuracy of +/- 6 seconds.
 RC0008
 RC0008.The orthometric height was determined by differential leveling
 RC0008.and adjusted in June 1991.
 RC0008
 RC0008.The geoid height was determined by GEOID03.
 RC0008
 RC0008.The dynamic height is computed by dividing the NAVD 88
 RC0008.geopotential number by the normal gravity value computed on the
 RC0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0008.degrees latitude (g = 980.6199 gals.).
 RC0008
 RC0008.The modeled gravity was interpolated from observed gravity values.
 RC0008
 RC0008;                    North         East    Units  Estimated Accuracy
 RC0008;SPC OR N     -   225,510.    2,537,230.      MT  (+/- 180 meters Scaled)
 RC0008
 RC0008                          SUPERSEDED SURVEY CONTROL
 RC0008
 RC0008  NGVD 29 (??/??/92)  131.414  (m)          431.15   (f) ADJ UNCH    2 0
 RC0008
 RC0008.Superseded values are not recommended for survey control.
 RC0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0008.See file dsdata.txt to determine how the superseded data were derived.
 RC0008
 RC0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGR318644(NAD 83)
 RC0008_MARKER: DB = BENCH MARK DISK
 RC0008_SETTING: 0 = UNSPECIFIED SETTING
 RC0008_STAMPING: B 88 1934
 RC0008_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC0008
 RC0008  HISTORY     - Date     Condition        Report By
 RC0008  HISTORY     - 1934     MONUMENTED       CGS
 RC0008
 RC0008                          STATION DESCRIPTION
 RC0008
 RC0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RC0008'7.9 MI S FROM HEPPNER JUNCTION.
 RC0008'7.9 MILES SOUTH FROM STATION, ALONG THE RIGHT OF WAY OF THE
 RC0008'OREGON-WASHINGTON RAILROAD AND NAVIGATION CO., 14 1/2 RAILS,
 RC0008'APPROXIMATELY 170 YARDS SOUTH EAST OF SIGNBOARD, RHEA 1 MILE.  9
 RC0008'RAILS, APPROXIMATELY 90 YARDS NORTH WEST OF PRIVATE ROAD CROSSING.  7
 RC0008'RAILS NORTH WEST OF MILE POST 8.  ACROSS TRACK FROM RANCH HOUSE.  45
 RC0008'FEET NORTH EAST OF TRACK.  1 FOOT SOUTH WEST OF RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1305 ***********************************************************************
 QE1305  DESIGNATION -  B 9
 QE1305  PID         -  QE1305
 QE1305  STATE/COUNTY-  OR/LINCOLN
 QE1305  USGS QUAD   -  WALDPORT (1984)
 QE1305
 QE1305                         *CURRENT SURVEY CONTROL
 QE1305  ___________________________________________________________________
 QE1305* NAD 83(1986)-  44 26 02.     (N)    124 03 31.     (W)     SCALED    
 QE1305* NAVD 88     -         3.920  (meters)      12.86   (feet)  POSTED    
 QE1305  ___________________________________________________________________
 QE1305  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 QE1305  DYNAMIC HT  -           3.920 (meters)      12.86  (feet)  COMP
 QE1305  MODELED GRAV-     980,578.8   (mgal)                       NAVD 88
 QE1305
 QE1305  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 QE1305
 QE1305.The horizontal coordinates were scaled from a topographic map and have
 QE1305.an estimated accuracy of +/- 6 seconds.
 QE1305
 QE1305.The orthometric height was determined by differential leveling
 QE1305.and adjusted by the  in 1992.
 QE1305.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 QE1305.rate of 4.1 thru 8.0 mm/km.
 QE1305
 QE1305.The geoid height was determined by GEOID03.
 QE1305
 QE1305.The dynamic height is computed by dividing the NAVD 88
 QE1305.geopotential number by the normal gravity value computed on the
 QE1305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1305.degrees latitude (g = 980.6199 gals.).
 QE1305
 QE1305.The modeled gravity was interpolated from observed gravity values.
 QE1305
 QE1305;                    North         East    Units  Estimated Accuracy
 QE1305;SPC OR N     -    91,500.    2,216,760.      MT  (+/- 180 meters Scaled)
 QE1305
 QE1305                          SUPERSEDED SURVEY CONTROL
 QE1305
 QE1305  NGVD 29 (??/??/92)    2.783  (m)            9.13   (f) ADJ UNCH    1 2
 QE1305
 QE1305.Superseded values are not recommended for survey control.
 QE1305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1305.See file dsdata.txt to determine how the superseded data were derived.
 QE1305
 QE1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ157206(NAD 83)
 QE1305_MARKER: DD = SURVEY DISK
 QE1305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE1305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE1305_STAMPING: PRI TRA STA 110 B-9 1917
 QE1305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE1305+STABILITY: SURFACE MOTION
 QE1305
 QE1305  HISTORY     - Date     Condition        Report By
 QE1305  HISTORY     - 1917     MONUMENTED       USGS
 QE1305  HISTORY     - 1933     GOOD             NGS
 QE1305  HISTORY     - 20021013 MARK NOT FOUND   USPSQD
 QE1305
 QE1305                          STATION DESCRIPTION
 QE1305
 QE1305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 QE1305'IN WALDPORT.
 QE1305'AT THE SOUTHWEST CORNER OF BROADWAY AND SPENCER STREET.  IN THE
 QE1305'NORTHWEST CORNER OF THE MARY HELMS YARD.  10 FEET NORTHEAST OF THE
 QE1305'PORCH.  1 INCH BELOW THE GROUND.
 QE1305
 QE1305                          STATION RECOVERY (2002)
 QE1305
 QE1305'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 QE1305'EXTENSIVE PROBING OF THE AREA FOUND NO EVIDENCE OF STATION MARK
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0382 ***********************************************************************
 QC0382  DESIGNATION -  B 90
 QC0382  PID         -  QC0382
 QC0382  STATE/COUNTY-  OR/GRANT
 QC0382  USGS QUAD   -  IZEE (1990)
 QC0382
 QC0382                         *CURRENT SURVEY CONTROL
 QC0382  ___________________________________________________________________
 QC0382* NAD 83(1986)-  44 05 50.     (N)    119 29 57.     (W)     SCALED    
 QC0382* NAVD 88     -      1253.422  (meters)    4112.27   (feet)  ADJUSTED  
 QC0382  ___________________________________________________________________
 QC0382  GEOID HEIGHT-         -18.65  (meters)                     GEOID03
 QC0382  DYNAMIC HT  -        1252.862 (meters)    4110.43  (feet)  COMP
 QC0382  MODELED GRAV-     980,129.2   (mgal)                       NAVD 88
 QC0382
 QC0382  VERT ORDER  -  SECOND    CLASS 0
 QC0382
 QC0382.The horizontal coordinates were scaled from a topographic map and have
 QC0382.an estimated accuracy of +/- 6 seconds.
 QC0382
 QC0382.The orthometric height was determined by differential leveling
 QC0382.and adjusted in June 1991.
 QC0382
 QC0382.The geoid height was determined by GEOID03.
 QC0382
 QC0382.The dynamic height is computed by dividing the NAVD 88
 QC0382.geopotential number by the normal gravity value computed on the
 QC0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0382.degrees latitude (g = 980.6199 gals.).
 QC0382
 QC0382.The modeled gravity was interpolated from observed gravity values.
 QC0382
 QC0382;                    North         East    Units  Estimated Accuracy
 QC0382;SPC OR N     -    48,340.    2,580,150.      MT  (+/- 180 meters Scaled)
 QC0382
 QC0382                          SUPERSEDED SURVEY CONTROL
 QC0382
 QC0382  NGVD 29 (??/??/92) 1252.204  (m)         4108.27   (f) ADJ UNCH    2 0
 QC0382
 QC0382.Superseded values are not recommended for survey control.
 QC0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0382.See file dsdata.txt to determine how the superseded data were derived.
 QC0382
 QC0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKJ999857(NAD 83)
 QC0382_MARKER: DB = BENCH MARK DISK
 QC0382_SETTING: 0 = UNSPECIFIED SETTING
 QC0382_STAMPING: B 90 1934
 QC0382_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QC0382
 QC0382  HISTORY     - Date     Condition        Report By
 QC0382  HISTORY     - 1934     MONUMENTED       CGS
 QC0382  HISTORY     - 1958     MARK NOT FOUND   NGS
 QC0382
 QC0382                          STATION DESCRIPTION
 QC0382
 QC0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QC0382'1.5 MI W FROM KEERINS RANCH.
 QC0382'6.3 MI. W OF TURN-OFF TO POST OFFICE AT IZEE 1.5 M. W. ALONG THE
 QC0382'KEERINS RANCH-SUPLEE ROAD, 0.7 MILE EAST OF MOUTH OF COW CREEK, 10
 QC0382'FEET NORTH OF ROAD FORK LEADING UP CANYON TO BAILEY RANCH, AT FOOT OF
 QC0382'SLOPE, ON TOP OF 5 FOOT BOULDER, ABOUT 4 FEET ABOVE ROAD GRADE, AND ON
 QC0382'NORTHWEST SIDE OF ROAD.
 QC0382
 QC0382                          STATION RECOVERY (1958)
 QC0382
 QC0382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 QC0382'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0014 ***********************************************************************
 PB0014  DESIGNATION -  B 91
 PB0014  PID         -  PB0014
 PB0014  STATE/COUNTY-  OR/LAKE
 PB0014  USGS QUAD   -  MOONLIGHT BUTTE (1981)
 PB0014
 PB0014                         *CURRENT SURVEY CONTROL
 PB0014  ___________________________________________________________________
 PB0014* NAD 83(1986)-  43 22 45.     (N)    120 22 26.     (W)     SCALED    
 PB0014* NAVD 88     -      1344.787  (meters)    4412.02   (feet)  ADJUSTED  
 PB0014  ___________________________________________________________________
 PB0014  GEOID HEIGHT-         -20.19  (meters)                     GEOID03
 PB0014  DYNAMIC HT  -        1344.094 (meters)    4409.75  (feet)  COMP
 PB0014  MODELED GRAV-     980,057.2   (mgal)                       NAVD 88
 PB0014
 PB0014  VERT ORDER  -  SECOND    CLASS 0
 PB0014
 PB0014.The horizontal coordinates were scaled from a topographic map and have
 PB0014.an estimated accuracy of +/- 6 seconds.
 PB0014
 PB0014.The orthometric height was determined by differential leveling
 PB0014.and adjusted in June 1991.
 PB0014
 PB0014.The geoid height was determined by GEOID03.
 PB0014
 PB0014.The dynamic height is computed by dividing the NAVD 88
 PB0014.geopotential number by the normal gravity value computed on the
 PB0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0014.degrees latitude (g = 980.6199 gals.).
 PB0014
 PB0014.The modeled gravity was interpolated from observed gravity values.
 PB0014
 PB0014;                    North         East    Units  Estimated Accuracy
 PB0014;SPC OR S     -   190,240.    1,510,220.      MT  (+/- 180 meters Scaled)
 PB0014
 PB0014                          SUPERSEDED SURVEY CONTROL
 PB0014
 PB0014  NGVD 29 (??/??/92) 1343.540  (m)         4407.93   (f) ADJ UNCH    2 0
 PB0014
 PB0014.Superseded values are not recommended for survey control.
 PB0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0014.See file dsdata.txt to determine how the superseded data were derived.
 PB0014
 PB0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGP127062(NAD 83)
 PB0014_MARKER: DB = BENCH MARK DISK
 PB0014_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PB0014_SP_SET: MONUMENT
 PB0014_STAMPING: B 91 1934
 PB0014_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PB0014
 PB0014  HISTORY     - Date     Condition        Report By
 PB0014  HISTORY     - 1934     MONUMENTED       CGS
 PB0014  HISTORY     - 1977     GOOD             NGS
 PB0014
 PB0014                          STATION DESCRIPTION
 PB0014
 PB0014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 PB0014'36 MI SSW FROM HAMPTON.
 PB0014'REACHED FROM HAMPTON GO SOUTHEAST ON U.S. HIGHWAY 20 FOR 7.9 MILES TO
 PB0014'A SIDE ROAD RIGHT, AT THE SIGN, STAUFFER, TURN RIGHT, AND GO SOUTH,
 PB0014'AND SOUTHEAST ON THE MAIN TRAVELED ROAD FOR 5.2 MILES TO A CROSSROAD,
 PB0014'TURN RIGHT, AND GO SOUTHWEST, AND SOUTH FOR 3.2 MILES TO A CROSSROAD
 PB0014'AT THE ABANDONED SETTLEMENT OF STAUFFER, AND BENCH MARK R 90, TURN
 PB0014'RIGHT, AND GO WEST-NORTHWEST ON THE MAIN TRAVELED ROAD, PASSING THRU 4
 PB0014'GATES, FOR 3.9 MILES TO A WELL, AND WATER TANKS ON THE RIGHT. CONTINUE
 PB0014'WEST, AND SOUTHWEST FOR 3.0 MILES TO A FORK, TAKE THE LEFT FORK, AND
 PB0014'GO SOUTH, AND SOUTHWEST FOR 4.5 MILES TO A CORRAL, AND RANCH
 PB0014'BUILDINGS, WHERE THE ROAD TURNS NORTHWEST, GO NORTHWEST FOR 0.4 MILE
 PB0014'TO A FORK, TAKE THE RIGHT FORK, NORTHWEST, WEST, AND SOUTH FOR 4.7
 PB0014'MILES TO A CATTLE GUARD, CROSS CATTLE GUARD, AND GO SOUTHWEST ON THE
 PB0014'MAIN TRAVELED ROAD FOR 4.2 MILES TO THE BENCH MARK ON THE RIGHT, 40
 PB0014'FEET NORTHEAST OF A FORK IN THE ROAD, 25 FEET NORTH, AND 1 FOOT HIGHER
 PB0014'THAN THE ROAD, 19 FEET EAST OF A 2-FOOT JUNIPER TREE, THE MOST
 PB0014'WESTERLY TREE ON THE NORTH SIDE OF THE ROAD, AND 1.5 FEET NORTH OF A
 PB0014'METAL WITNESS POST, SET IN AN 8-INCH SQUARE CONCRETE MONUMENT THAT
 PB0014'PROJECTS 5-INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0315 ***********************************************************************
 PB0315  DESIGNATION -  B 92
 PB0315  PID         -  PB0315
 PB0315  STATE/COUNTY-  OR/LAKE
 PB0315  USGS QUAD   -  RODMAN ROCK (1968)
 PB0315
 PB0315                         *CURRENT SURVEY CONTROL
 PB0315  ___________________________________________________________________
 PB0315* NAD 83(1986)-  43 06 34.     (N)    121 15 55.     (W)     SCALED    
 PB0315* NAVD 88     -      1519.202  (meters)    4984.25   (feet)  ADJUSTED  
 PB0315  ___________________________________________________________________
 PB0315  GEOID HEIGHT-         -20.95  (meters)                     GEOID03
 PB0315  DYNAMIC HT  -        1518.336 (meters)    4981.41  (feet)  COMP
 PB0315  MODELED GRAV-     979,996.7   (mgal)                       NAVD 88
 PB0315
 PB0315  VERT ORDER  -  SECOND    CLASS 0
 PB0315
 PB0315.The horizontal coordinates were scaled from a topographic map and have
 PB0315.an estimated accuracy of +/- 6 seconds.
 PB0315
 PB0315.The orthometric height was determined by differential leveling
 PB0315.and adjusted in June 1991.
 PB0315
 PB0315.The geoid height was determined by GEOID03.
 PB0315
 PB0315.The dynamic height is computed by dividing the NAVD 88
 PB0315.geopotential number by the normal gravity value computed on the
 PB0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0315.degrees latitude (g = 980.6199 gals.).
 PB0315
 PB0315.The modeled gravity was interpolated from observed gravity values.
 PB0315
 PB0315;                    North         East    Units  Estimated Accuracy
 PB0315;SPC OR S     -   160,550.    1,437,720.      MT  (+/- 180 meters Scaled)
 PB0315
 PB0315                          SUPERSEDED SURVEY CONTROL
 PB0315
 PB0315  NGVD 29 (??/??/92) 1517.932  (m)         4980.08   (f) ADJ UNCH    2 0
 PB0315
 PB0315.Superseded values are not recommended for survey control.
 PB0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0315.See file dsdata.txt to determine how the superseded data were derived.
 PB0315
 PB0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFN411744(NAD 83)
 PB0315_MARKER: DB = BENCH MARK DISK
 PB0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0315_STAMPING: B 92 1934
 PB0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0315+STABILITY: SURFACE MOTION
 PB0315
 PB0315  HISTORY     - Date     Condition        Report By
 PB0315  HISTORY     - 1934     MONUMENTED       CGS
 PB0315  HISTORY     - 1968     MARK NOT FOUND   NGS
 PB0315
 PB0315                          STATION DESCRIPTION
 PB0315
 PB0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PB0315'11.9 MI SW FROM SILVER LAKE.
 PB0315'11.9 MILES S.W. OF THE SILVER LAKE-KIRK ROAD FROM POST OFFICE.  ALONG
 PB0315'THE SILVER LAKE-KIRK ROAD, 4.3 MILES S.W. OF THE CHARLEY HOWARD RANCH
 PB0315'HOUSE, IN FREMONT NATIONAL FOREST, 1.45 MILES S.W. OF SIGN BOARD AT
 PB0315'ENTRANCE TO FOREST, AT EAST EDGE OF FLAT RISE, 20 FEET SOUTH OF THE
 PB0315'CENTERLINE OF ROAD.
 PB0315
 PB0315                          STATION RECOVERY (1968)
 PB0315
 PB0315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 PB0315'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0382 ***********************************************************************
 PB0382  DESIGNATION -  B 93
 PB0382  PID         -  PB0382
 PB0382  STATE/COUNTY-  OR/KLAMATH
 PB0382  USGS QUAD   -  MUTTONCHOP BUTTE (1967)
 PB0382
 PB0382                         *CURRENT SURVEY CONTROL
 PB0382  ___________________________________________________________________
 PB0382* NAD 83(1986)-  43 21 22.     (N)    121 46 51.     (W)     SCALED    
 PB0382* NAVD 88     -      1415.520  (meters)    4644.09   (feet)  ADJUSTED  
 PB0382  ___________________________________________________________________
 PB0382  GEOID HEIGHT-         -21.31  (meters)                     GEOID03
 PB0382  DYNAMIC HT  -        1414.767 (meters)    4641.61  (feet)  COMP
 PB0382  MODELED GRAV-     980,038.5   (mgal)                       NAVD 88
 PB0382
 PB0382  VERT ORDER  -  SECOND    CLASS 0
 PB0382
 PB0382.The horizontal coordinates were scaled from a topographic map and have
 PB0382.an estimated accuracy of +/- 6 seconds.
 PB0382
 PB0382.The orthometric height was determined by differential leveling
 PB0382.and adjusted in June 1991.
 PB0382
 PB0382.The geoid height was determined by GEOID03.
 PB0382
 PB0382.The dynamic height is computed by dividing the NAVD 88
 PB0382.geopotential number by the normal gravity value computed on the
 PB0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0382.degrees latitude (g = 980.6199 gals.).
 PB0382
 PB0382.The modeled gravity was interpolated from observed gravity values.
 PB0382
 PB0382;                    North         East    Units  Estimated Accuracy
 PB0382;SPC OR S     -   188,460.    1,396,180.      MT  (+/- 180 meters Scaled)
 PB0382
 PB0382                          SUPERSEDED SURVEY CONTROL
 PB0382
 PB0382  NGVD 29 (??/??/92) 1414.217  (m)         4639.81   (f) ADJ UNCH    2 0
 PB0382
 PB0382.Superseded values are not recommended for survey control.
 PB0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0382.See file dsdata.txt to determine how the superseded data were derived.
 PB0382
 PB0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP987010(NAD 83)
 PB0382_MARKER: DB = BENCH MARK DISK
 PB0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0382_STAMPING: B 93 1934
 PB0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0382+STABILITY: SURFACE MOTION
 PB0382
 PB0382  HISTORY     - Date     Condition        Report By
 PB0382  HISTORY     - 1934     MONUMENTED       CGS
 PB0382  HISTORY     - 1956     GOOD             ORDT
 PB0382
 PB0382                          STATION DESCRIPTION
 PB0382
 PB0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PB0382'16.7 MI SE FROM ODELL LAKE LODGE.
 PB0382'ABOUT 16.7 MILES SOUTHEAST OF ODELL LAKE LODGE ALONG THE WILLAMETTE
 PB0382'HIGHWAY, ABOUT 2.0 MILES NORTHWEST OF THE JUNCTION OF THE WILLAMETTE
 PB0382'HIGHWAY, AND THE DALLES-CALIFORNIA HIGHWAY, ABOUT 41 FEET SOUTHWEST OF
 PB0382'THE HIGHWAY CENTERLINE, ON THE TOP OF A HILL, ON SECTION LINE.  A
 PB0382'STANDARD BRONZE DISK STAMPED B 93 1934 SET IN A CONCRETE POST.
 PB0382
 PB0382                          STATION RECOVERY (1956)
 PB0382
 PB0382'RECOVERY NOTE BY OREGON DEPARTMENT OF TRANSPORTATION 1956
 PB0382'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0025 ***********************************************************************
 PC0025  DESIGNATION -  B 94
 PC0025  PID         -  PC0025
 PC0025  STATE/COUNTY-  OR/LANE
 PC0025  USGS QUAD   -  MC CREDIE SPRINGS (1997)
 PC0025
 PC0025                         *CURRENT SURVEY CONTROL
 PC0025  ___________________________________________________________________
 PC0025* NAD 83(1986)-  43 43 46.     (N)    122 21 43.     (W)     SCALED    
 PC0025* NAVD 88     -       529.150  (meters)    1736.05   (feet)  ADJUSTED  
 PC0025  ___________________________________________________________________
 PC0025  GEOID HEIGHT-         -22.49  (meters)                     GEOID03
 PC0025  DYNAMIC HT  -         528.972 (meters)    1735.47  (feet)  COMP
 PC0025  MODELED GRAV-     980,267.7   (mgal)                       NAVD 88
 PC0025
 PC0025  VERT ORDER  -  SECOND    CLASS 0
 PC0025
 PC0025.The horizontal coordinates were scaled from a topographic map and have
 PC0025.an estimated accuracy of +/- 6 seconds.
 PC0025
 PC0025.The orthometric height was determined by differential leveling
 PC0025.and adjusted in June 1991.
 PC0025
 PC0025.The geoid height was determined by GEOID03.
 PC0025
 PC0025.The dynamic height is computed by dividing the NAVD 88
 PC0025.geopotential number by the normal gravity value computed on the
 PC0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0025.degrees latitude (g = 980.6199 gals.).
 PC0025
 PC0025.The modeled gravity was interpolated from observed gravity values.
 PC0025
 PC0025;                    North         East    Units  Estimated Accuracy
 PC0025;SPC OR S     -   230,810.    1,350,010.      MT  (+/- 180 meters Scaled)
 PC0025
 PC0025                          SUPERSEDED SURVEY CONTROL
 PC0025
 PC0025  NGVD 29 (??/??/92)  527.995  (m)         1732.26   (f) ADJ UNCH    2 0
 PC0025
 PC0025.Superseded values are not recommended for survey control.
 PC0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0025.See file dsdata.txt to determine how the superseded data were derived.
 PC0025
 PC0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP513420(NAD 83)
 PC0025_MARKER: DB = BENCH MARK DISK
 PC0025_SETTING: 66 = SET IN ROCK OUTCROP
 PC0025_SP_SET: OUTCROP
 PC0025_STAMPING: B 94 1934
 PC0025_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PC0025+STABILITY: POSITION/ELEVATION WELL
 PC0025
 PC0025  HISTORY     - Date     Condition        Report By
 PC0025  HISTORY     - 1934     MONUMENTED       CGS
 PC0025  HISTORY     - 1983     MARK NOT FOUND   USGS
 PC0025
 PC0025                          STATION DESCRIPTION
 PC0025
 PC0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PC0025'2.1 MI E FROM PRYOR.
 PC0025'2.1 MILES EAST FROM SIGNBOARD.  ALONG THE RIGHT OF WAY OF THE SOUTHERN
 PC0025'PACIFIC RAILROAD CO., 12 RAILS, APPROXIMATELY 156 YARDS WEST OF MILE
 PC0025'POST 573, AND SEMAPHORE NO. 5730, 39 FEET SOUTH OF TRACK, 13 FEET EAST
 PC0025'OF TELEGRAPH POLE, AND IN LINE WITH TELEGRAPH LINE.  SET ON TOP OF
 PC0025'ROCK OUTCROP.
 PC0025
 PC0025                          STATION RECOVERY (1983)
 PC0025
 PC0025'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 PC0025'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0945 ***********************************************************************
 QE0945  DESIGNATION -  B 95
 QE0945  PID         -  QE0945
 QE0945  STATE/COUNTY-  OR/LANE
 QE0945  USGS QUAD   -  VENETA (1984)
 QE0945
 QE0945                         *CURRENT SURVEY CONTROL
 QE0945  ___________________________________________________________________
 QE0945* NAD 83(1986)-  44 03 11.     (N)    123 17 33.     (W)     SCALED    
 QE0945* NAVD 88     -       116.065  (meters)     380.79   (feet)  ADJUSTED  
 QE0945  ___________________________________________________________________
 QE0945  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 QE0945  DYNAMIC HT  -         116.052 (meters)     380.75  (feet)  COMP
 QE0945  MODELED GRAV-     980,504.0   (mgal)                       NAVD 88
 QE0945
 QE0945  VERT ORDER  -  SECOND    CLASS 0
 QE0945
 QE0945.The horizontal coordinates were scaled from a topographic map and have
 QE0945.an estimated accuracy of +/- 6 seconds.
 QE0945
 QE0945.The orthometric height was determined by differential leveling
 QE0945.and adjusted in June 1991.
 QE0945
 QE0945.The geoid height was determined by GEOID03.
 QE0945
 QE0945.The dynamic height is computed by dividing the NAVD 88
 QE0945.geopotential number by the normal gravity value computed on the
 QE0945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0945.degrees latitude (g = 980.6199 gals.).
 QE0945
 QE0945.The modeled gravity was interpolated from observed gravity values.
 QE0945
 QE0945;                    North         East    Units  Estimated Accuracy
 QE0945;SPC OR S     -   268,830.    1,276,260.      MT  (+/- 180 meters Scaled)
 QE0945
 QE0945                          SUPERSEDED SURVEY CONTROL
 QE0945
 QE0945  NGVD 29 (??/??/92)  114.962  (m)          377.17   (f) ADJ UNCH    2 0
 QE0945
 QE0945.Superseded values are not recommended for survey control.
 QE0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0945.See file dsdata.txt to determine how the superseded data were derived.
 QE0945
 QE0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP765778(NAD 83)
 QE0945_MARKER: DB = BENCH MARK DISK
 QE0945_SETTING: 0 = UNSPECIFIED SETTING
 QE0945_STAMPING: B 95 1934
 QE0945_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0945
 QE0945  HISTORY     - Date     Condition        Report By
 QE0945  HISTORY     - 1934     MONUMENTED       CGS
 QE0945  HISTORY     - 1970     GOOD             NGS
 QE0945
 QE0945                          STATION DESCRIPTION
 QE0945
 QE0945'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QE0945'IN MAYWOOD.
 QE0945'ALONG THE RIGHT OF WAY OF THE SOUTHERN PACIFIC RAILROAD, MARSHFIELD
 QE0945'SUBDIVISION, 27 RAILS, APPROXIMATELY 297 YARDS EAST OF SIGNBOARD
 QE0945'MAYWOOD 57 FEET NORTHWEST OF PUBLIC ROAD CROSSING, 46 FEET NORTH OF
 QE0945'TRACK, AND 1 FOOT SOUTH OF FENCE.
 QE0945
 QE0945                          STATION RECOVERY (1970)
 QE0945
 QE0945'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 QE0945'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0653 ***********************************************************************
 RD0653  DESIGNATION -  B 96
 RD0653  PID         -  RD0653
 RD0653  STATE/COUNTY-  OR/WASHINGTON
 RD0653  USGS QUAD   -  FOREST GROVE (1992)
 RD0653
 RD0653                         *CURRENT SURVEY CONTROL
 RD0653  ___________________________________________________________________
 RD0653* NAD 83(1986)-  45 33 22.     (N)    123 02 10.     (W)     SCALED    
 RD0653* NAVD 88     -        54.761  (meters)     179.66   (feet)  ADJUSTED  
 RD0653  ___________________________________________________________________
 RD0653  GEOID HEIGHT-         -22.67  (meters)                     GEOID03
 RD0653  DYNAMIC HT  -          54.760 (meters)     179.66  (feet)  COMP
 RD0653  MODELED GRAV-     980,595.4   (mgal)                       NAVD 88
 RD0653
 RD0653  VERT ORDER  -  SECOND    CLASS 0
 RD0653
 RD0653.The horizontal coordinates were scaled from a topographic map and have
 RD0653.an estimated accuracy of +/- 6 seconds.
 RD0653
 RD0653.The orthometric height was determined by differential leveling
 RD0653.and adjusted in June 1991.
 RD0653
 RD0653.The geoid height was determined by GEOID03.
 RD0653
 RD0653.The dynamic height is computed by dividing the NAVD 88
 RD0653.geopotential number by the normal gravity value computed on the
 RD0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0653.degrees latitude (g = 980.6199 gals.).
 RD0653
 RD0653.The modeled gravity was interpolated from observed gravity values.
 RD0653
 RD0653;                    North         East    Units  Estimated Accuracy
 RD0653;SPC OR N     -   213,070.    2,302,030.      MT  (+/- 180 meters Scaled)
 RD0653
 RD0653                          SUPERSEDED SURVEY CONTROL
 RD0653
 RD0653  NGVD 29 (??/??/92)   53.702  (m)          176.19   (f) ADJ UNCH    2 0
 RD0653
 RD0653.Superseded values are not recommended for survey control.
 RD0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0653.See file dsdata.txt to determine how the superseded data were derived.
 RD0653
 RD0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR971447(NAD 83)
 RD0653_MARKER: DB = BENCH MARK DISK
 RD0653_SETTING: 0 = UNSPECIFIED SETTING
 RD0653_STAMPING: B 96 1934 176.187
 RD0653_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0653
 RD0653  HISTORY     - Date     Condition        Report By
 RD0653  HISTORY     - 1934     MONUMENTED       CGS
 RD0653  HISTORY     - 1952     GOOD             NGS
 RD0653  HISTORY     - 1988     GOOD             USPSQD
 RD0653  HISTORY     - 1989     GOOD             USPSQD
 RD0653  HISTORY     - 19941002 GOOD             USPSQD
 RD0653
 RD0653                          STATION DESCRIPTION
 RD0653
 RD0653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 RD0653'1.1 MI SE FROM SCHEFFLIN.
 RD0653'ABOUT 1.1 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD
 RD0653'TRACK FROM SCHEFFLIN, WASHINGTON COUNTY, AT FORMER RAILROAD STATION OF
 RD0653'BAGLEY, AT ABOUT MILEAGE 769.08, ABOUT 13 RAILS NORTHWEST OF MILE POST
 RD0653'769, 26 FEET NORTHEAST OF THE TRACK, 5 FEET WEST OF A PASTURE GATE,
 RD0653'AND 2 FEET SOUTHWEST OF THE RIGHT OF WAY FENCE.  DISK STAMPED 176.187.
 RD0653
 RD0653                          STATION RECOVERY (1988)
 RD0653
 RD0653'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCC)
 RD0653'RECOVERED IN GOOD CONDITION.
 RD0653
 RD0653                          STATION RECOVERY (1989)
 RD0653
 RD0653'RECOVERY NOTE BY US POWER SQUADRON 1989 (AJ)
 RD0653'RECOVERED IN GOOD CONDITION.
 RD0653
 RD0653                          STATION RECOVERY (1994)
 RD0653
 RD0653'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD0653'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1267 ***********************************************************************
 RD1267  DESIGNATION -  B 97
 RD1267  PID         -  RD1267
 RD1267  STATE/COUNTY-  OR/TILLAMOOK
 RD1267  USGS QUAD   -  COOK CREEK (1984)
 RD1267
 RD1267                         *CURRENT SURVEY CONTROL
 RD1267  ___________________________________________________________________
 RD1267* NAD 83(1986)-  45 44 36.     (N)    123 41 29.     (W)     SCALED    
 RD1267* NAVD 88     -        57.649  (meters)     189.14   (feet)  ADJUSTED  
 RD1267  ___________________________________________________________________
 RD1267  GEOID HEIGHT-         -21.28  (meters)                     GEOID03
 RD1267  DYNAMIC HT  -          57.650 (meters)     189.14  (feet)  COMP
 RD1267  MODELED GRAV-     980,629.6   (mgal)                       NAVD 88
 RD1267
 RD1267  VERT ORDER  -  SECOND    CLASS 0
 RD1267
 RD1267.The horizontal coordinates were scaled from a topographic map and have
 RD1267.an estimated accuracy of +/- 6 seconds.
 RD1267
 RD1267.The orthometric height was determined by differential leveling
 RD1267.and adjusted in June 1991.
 RD1267
 RD1267.The geoid height was determined by GEOID03.
 RD1267
 RD1267.The dynamic height is computed by dividing the NAVD 88
 RD1267.geopotential number by the normal gravity value computed on the
 RD1267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1267.degrees latitude (g = 980.6199 gals.).
 RD1267
 RD1267.The modeled gravity was interpolated from observed gravity values.
 RD1267
 RD1267;                    North         East    Units  Estimated Accuracy
 RD1267;SPC OR N     -   235,670.    2,251,720.      MT  (+/- 180 meters Scaled)
 RD1267
 RD1267                          SUPERSEDED SURVEY CONTROL
 RD1267
 RD1267  NGVD 29 (??/??/92)   56.564  (m)          185.58   (f) ADJ UNCH    2 0
 RD1267
 RD1267.Superseded values are not recommended for survey control.
 RD1267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1267.See file dsdata.txt to determine how the superseded data were derived.
 RD1267
 RD1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR462657(NAD 83)
 RD1267_MARKER: DB = BENCH MARK DISK
 RD1267_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD1267_SP_SET: CULVERT
 RD1267_STAMPING: B 97 1934
 RD1267_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD1267_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RD1267+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2006
 RD1267
 RD1267  HISTORY     - Date     Condition        Report By
 RD1267  HISTORY     - 1934     MONUMENTED       CGS
 RD1267  HISTORY     - 20060312 GOOD             COAST
 RD1267
 RD1267                          STATION DESCRIPTION
 RD1267
 RD1267'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RD1267'0.8 MI E FROM WAKEFIELD.
 RD1267'ALONG THE SOUTHERN PACIFIC R.R., SET VERTICALLY IN ROCK CLIFF, 11 RAIL
 RD1267'LENGTHS WEST OF MILE POST 818, 6 FEET NORTH OF THE NORTH END OF WOODEN
 RD1267'BOX CULVERT NO. 818A, 9 FEET NORTH OF TRACK, 3 FEET ABOVE TRACK.
 RD1267
 RD1267                          STATION RECOVERY (2006)
 RD1267
 RD1267'RECOVERY NOTE BY COAST SURVEYING INCORPORATED 2006 (CC)
 RD1267'WOOD BOX CULVERT IS NOW A CORRUGATED METAL PIPE CULVERT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0814 ***********************************************************************
 RD0814  DESIGNATION -  B 98
 RD0814  PID         -  RD0814
 RD0814  STATE/COUNTY-  OR/WASHINGTON
 RD0814  USGS QUAD   -  VERNONIA (1979)
 RD0814
 RD0814                         *CURRENT SURVEY CONTROL
 RD0814  ___________________________________________________________________
 RD0814* NAD 83(1986)-  45 48 51.     (N)    123 13 56.     (W)     SCALED    
 RD0814* NAVD 88     -       212.242  (meters)     696.33   (feet)  ADJUSTED  
 RD0814  ___________________________________________________________________
 RD0814  GEOID HEIGHT-         -21.38  (meters)                     GEOID03
 RD0814  DYNAMIC HT  -         212.250 (meters)     696.36  (feet)  COMP
 RD0814  MODELED GRAV-     980,651.1   (mgal)                       NAVD 88
 RD0814
 RD0814  VERT ORDER  -  SECOND    CLASS 0
 RD0814
 RD0814.The horizontal coordinates were scaled from a topographic map and have
 RD0814.an estimated accuracy of +/- 6 seconds.
 RD0814
 RD0814.The orthometric height was determined by differential leveling
 RD0814.and adjusted in June 1991.
 RD0814
 RD0814.The geoid height was determined by GEOID03.
 RD0814
 RD0814.The dynamic height is computed by dividing the NAVD 88
 RD0814.geopotential number by the normal gravity value computed on the
 RD0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0814.degrees latitude (g = 980.6199 gals.).
 RD0814
 RD0814.The modeled gravity was interpolated from observed gravity values.
 RD0814
 RD0814;                    North         East    Units  Estimated Accuracy
 RD0814;SPC OR N     -   242,230.    2,287,700.      MT  (+/- 180 meters Scaled)
 RD0814
 RD0814                          SUPERSEDED SURVEY CONTROL
 RD0814
 RD0814  NGVD 29 (??/??/92)  211.158  (m)          692.77   (f) ADJ UNCH    2 0
 RD0814
 RD0814.Superseded values are not recommended for survey control.
 RD0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0814.See file dsdata.txt to determine how the superseded data were derived.
 RD0814
 RD0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR819734(NAD 83)
 RD0814_MARKER: DB = BENCH MARK DISK
 RD0814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0814_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0814_STAMPING: B 98 1934
 RD0814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0814+STABILITY: SURFACE MOTION
 RD0814_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD0814+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2007
 RD0814
 RD0814  HISTORY     - Date     Condition        Report By
 RD0814  HISTORY     - 1934     MONUMENTED       CGS
 RD0814  HISTORY     - 1961     GOOD             NGS
 RD0814  HISTORY     - 1988     GOOD             USPSQD
 RD0814  HISTORY     - 1989     GOOD             USPSQD
 RD0814  HISTORY     - 20071219 GOOD             USACE
 RD0814
 RD0814                          STATION DESCRIPTION
 RD0814
 RD0814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RD0814'4.5 MI S FROM VERNONIA.
 RD0814'FROM THE POST OFFICE AT VERNONIA GO SOUTH ON STATE HIGHWAY 47 FOR 4.5
 RD0814'MILES TO THE TOP OF A SMALL RIDGE, AND ON THE LEFT IS A LONG BUILDING
 RD0814'THAT IS NEAR THE RIGHT OF WAY FENCE.  BENCH MARK IS A STANDARD DISK
 RD0814'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES, 28 FEET EAST OF
 RD0814'THE CENTER OF THE HIGHWAY, 2 FEET WEST OF FENCE, AND 1 FOOT SOUTH OF A
 RD0814'METAL WITNESS POST.
 RD0814
 RD0814                          STATION RECOVERY (1988)
 RD0814
 RD0814'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCC)
 RD0814'RECOVERED IN GOOD CONDITION.
 RD0814
 RD0814                          STATION RECOVERY (1989)
 RD0814
 RD0814'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RD0814'RECOVERED IN GOOD CONDITION.
 RD0814
 RD0814                          STATION RECOVERY (2007)
 RD0814
 RD0814'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2007 (CLB)
 RD0814'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH0809 ***********************************************************************
 OH0809  DESIGNATION -  B M 4
 OH0809  PID         -  OH0809
 OH0809  STATE/COUNTY-  OR/MALHEUR
 OH0809  USGS QUAD   -  LITTLE VALLEY (1990)
 OH0809
 OH0809                         *CURRENT SURVEY CONTROL
 OH0809  ___________________________________________________________________
 OH0809* NAD 83(1986)-  43 54 34.     (N)    117 30 19.     (W)     SCALED    
 OH0809* NAVD 88     -       742.147  (meters)    2434.86   (feet)  ADJUSTED  
 OH0809  ___________________________________________________________________
 OH0809  GEOID HEIGHT-         -18.02  (meters)                     GEOID03
 OH0809  DYNAMIC HT  -         741.896 (meters)    2434.04  (feet)  COMP
 OH0809  MODELED GRAV-     980,256.2   (mgal)                       NAVD 88
 OH0809
 OH0809  VERT ORDER  -  FIRST     CLASS II
 OH0809
 OH0809.The horizontal coordinates were scaled from a topographic map and have
 OH0809.an estimated accuracy of +/- 6 seconds.
 OH0809
 OH0809.The orthometric height was determined by differential leveling
 OH0809.and adjusted in June 1991.
 OH0809
 OH0809.The geoid height was determined by GEOID03.
 OH0809
 OH0809.The dynamic height is computed by dividing the NAVD 88
 OH0809.geopotential number by the normal gravity value computed on the
 OH0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0809.degrees latitude (g = 980.6199 gals.).
 OH0809
 OH0809.The modeled gravity was interpolated from observed gravity values.
 OH0809
 OH0809;                    North         East    Units  Estimated Accuracy
 OH0809;SPC OR S     -   253,440.    1,740,500.      MT  (+/- 180 meters Scaled)
 OH0809
 OH0809                          SUPERSEDED SURVEY CONTROL
 OH0809
 OH0809  NGVD 29 (??/??/92)  741.127  (m)         2431.51   (f) ADJ UNCH    1 2
 OH0809
 OH0809.Superseded values are not recommended for survey control.
 OH0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0809.See file dsdata.txt to determine how the superseded data were derived.
 OH0809
 OH0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ594619(NAD 83)
 OH0809_MARKER: S = SPIKE
 OH0809_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OH0809_SP_SET: CULVERT
 OH0809_STAMPING: B.M. 4
 OH0809_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH0809
 OH0809  HISTORY     - Date     Condition        Report By
 OH0809  HISTORY     - UNK      MONUMENTED       UPRR
 OH0809  HISTORY     - 1944     GOOD             NGS
 OH0809
 OH0809                          STATION DESCRIPTION
 OH0809
 OH0809'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 OH0809'7.8 MI NE FROM HARPER.
 OH0809'7.8 MILES NORTHEAST ALONG THE OREGON SHORT LINE RAILROAD FROM THE
 OH0809'STATION AT HARPER, SET IN THE NORTH CORNER OF THE EAST HEADWALL OF
 OH0809'CULVERT, 21.2 FEET NORTHEAST OF BENCH MARK F-385, 7.3 FEET EAST OF THE
 OH0809'EAST RAIL OF THE TRACK, 1.4 FEET SOUTH OF THE NORTH END OF HEADWALL. A
 OH0809'RAILROAD SPIKE CEMENTED IN HEADWALL.  NOTE-- THE HEAD OF SPIKE WAS
 OH0809'STAMPED B.M. 4 BY U.S.C. AND G.S.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1692 ***********************************************************************
 QD1692  DESIGNATION -  BA 010
 QD1692  PID         -  QD1692
 QD1692  STATE/COUNTY-  OR/DESCHUTES
 QD1692  USGS QUAD   -  BEND (1981)
 QD1692
 QD1692                         *CURRENT SURVEY CONTROL
 QD1692  ___________________________________________________________________
 QD1692* NAD 83(1991)-  44 06 12.50525(N)    121 15 05.84469(W)     ADJUSTED  
 QD1692* NAVD 88     -      1044.6    (meters)    3427.     (feet)  VERTCON   
 QD1692  ___________________________________________________________________
 QD1692  LAPLACE CORR-           1.78  (seconds)                    DEFLEC99
 QD1692  GEOID HEIGHT-         -21.01  (meters)                     GEOID03
 QD1692  HORZ ORDER  -  SECOND
 QD1692
 QD1692.The horizontal coordinates were established by classical geodetic methods
 QD1692.and adjusted by the National Geodetic Survey in October 1991.
 QD1692
 QD1692.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1692.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1692
 QD1692.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1692
 QD1692.The geoid height was determined by GEOID03.
 QD1692
 QD1692;                    North         East     Units Scale Factor Converg.
 QD1692;SPC OR S     -   270,971.198 1,439,819.134   MT  1.00002795   -0 30 51.2
 QD1692;SPC OR S     -   889,013.12  4,723,816.06   iFT  1.00002795   -0 30 51.2
 QD1692;UTM  10      - 4,884,851.640   639,931.401   MT  0.99984082   +1 13 01.2
 QD1692
 QD1692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1692!SPC OR S     -   0.99983953  x   1.00002795  =   0.99986748
 QD1692!UTM  10      -   0.99983953  x   0.99984082  =   0.99968038
 QD1692
 QD1692|---------------------------------------------------------------------|
 QD1692| PID    Reference Object                     Distance      Geod. Az  |
 QD1692|                                                           dddmmss.s |
 QD1692| QD1668 BA 020                              343.285 METERS 10600     |
 QD1692| QD1707 DESCHUTES RESET                     297.802 METERS 32535     |
 QD1692|---------------------------------------------------------------------|
 QD1692
 QD1692                          SUPERSEDED SURVEY CONTROL
 QD1692
 QD1692  NAD 83(1986)-  44 06 12.51123(N)    121 15 05.84781(W) AD(       ) 2
 QD1692  NAD 27      -  44 06 13.09078(N)    121 15 01.73663(W) AD(       ) 2
 QD1692  NGVD 29 (07/19/86) 1043.4    (m)         3423.     (f) VERT ANG    3  
 QD1692
 QD1692.Superseded values are not recommended for survey control.
 QD1692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1692.See file dsdata.txt to determine how the superseded data were derived.
 QD1692
 QD1692_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP3993184852(NAD 83)
 QD1692_MARKER: DD = SURVEY DISK
 QD1692_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QD1692_SP_SET: METAL PIPE IMBEDDED IN GROUND
 QD1692_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QD1692_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD1692
 QD1692  HISTORY     - Date     Condition        Report By
 QD1692  HISTORY     - 1979     MONUMENTED       OR-017
 QD1692
 QD1692                          STATION DESCRIPTION
 QD1692
 QD1692'DESCRIBED BY DESCHUTES COUNTY OREGON 1979 (JAK)
 QD1692'THE STATION IS ABOUT 7.4 MILES EAST OF BEND ON THE NORTH SIDE OF A
 QD1692'DITCH RIDERS ROAD.
 QD1692'
 QD1692'TO REACH THE STATION FROM THE COURTHOUSE IN BEND, GO EAST ON
 QD1692'GREENWOOD AVENUE AND HIGHWAY 20 FOR 2.5 MILES TO THE JUNCTION WITH
 QD1692'DENSER ROAD.  TURN LEFT AND GO NORTH ON DENSER ROAD FOR 2.2 MILES TO
 QD1692'THE JUNCTION WITH BUTLER MARKET ROAD.  TURN RIGHT AND GO EAST ON
 QD1692'BUTLER MARKET ROAD FOR 1.1 MILES TO THE JUNCTION WITH HAMBY ROAD.
 QD1692'TURN LEFT AND CONTINUE ON BUTLER MARKET ROAD GOING NORTH FOR 0.5 MILES
 QD1692'TO THE JUNCTION WITH HAMEHOOK ROAD.  GO STRAIGHT NORTH ALONG HAMEHOOK
 QD1692'ROAD FOR 0.9 MILES TO A DITCH RIDERS ROAD ON THE NORTH SIDE OF CANAL.
 QD1692'TURN LEFT AND GO WEST ALONG NORTH DITCH RIDER ROAD FOR 0.2 MILES.
 QD1692'HIKE APPROXIMATE 170 FEET NORTH TO THE STATION.
 QD1692'
 QD1692'STATION IS A STANDARD DESCHUTES COUNTY DISK STAMPED---BA-010 1979---.
 QD1692'THE DISK IS SET IN CONCRETE, INSIDE A 4 INCH WATER PIPE, WHICH
 QD1692'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 170 FEET NORTH OF DITCH
 QD1692'RIDERS ROAD IN A SMALL CLEARING SURROUNDED BY LARGE JUNIPERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1668 ***********************************************************************
 QD1668  DESIGNATION -  BA 020
 QD1668  PID         -  QD1668
 QD1668  STATE/COUNTY-  OR/DESCHUTES
 QD1668  USGS QUAD   -  BEND AIRPORT (1962)
 QD1668
 QD1668                         *CURRENT SURVEY CONTROL
 QD1668  ___________________________________________________________________
 QD1668* NAD 83(1991)-  44 06 09.43789(N)    121 14 51.00841(W)     ADJUSTED  
 QD1668* NAVD 88     -      1050.     (meters)    3445.     (feet)  VERTCON   
 QD1668  ___________________________________________________________________
 QD1668  LAPLACE CORR-           1.84  (seconds)                    DEFLEC99
 QD1668  GEOID HEIGHT-         -21.00  (meters)                     GEOID03
 QD1668  HORZ ORDER  -  SECOND
 QD1668
 QD1668.The horizontal coordinates were established by classical geodetic methods
 QD1668.and adjusted by the National Geodetic Survey in October 1991.
 QD1668
 QD1668.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1668.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1668
 QD1668.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1668
 QD1668.The geoid height was determined by GEOID03.
 QD1668
 QD1668;                    North         East     Units Scale Factor Converg.
 QD1668;SPC OR S     -   270,873.571 1,440,148.255   MT  1.00002770   -0 30 41.0
 QD1668;SPC OR S     -   888,692.82  4,724,895.85   iFT  1.00002770   -0 30 41.0
 QD1668;UTM  10      - 4,884,764.018   640,263.259   MT  0.99984197   +1 13 11.4
 QD1668
 QD1668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1668!SPC OR S     -   0.99983865  x   1.00002770  =   0.99986635
 QD1668!UTM  10      -   0.99983865  x   0.99984197  =   0.99968065
 QD1668
 QD1668|---------------------------------------------------------------------|
 QD1668| PID    Reference Object                     Distance      Geod. Az  |
 QD1668|                                                           dddmmss.s |
 QD1668| QD1665 BA 030                              334.688 METERS 10428     |
 QD1668| QD1692 BA 010                              343.285 METERS 28601     |
 QD1668|---------------------------------------------------------------------|
 QD1668
 QD1668                          SUPERSEDED SURVEY CONTROL
 QD1668
 QD1668  NAD 83(1986)-  44 06 09.44382(N)    121 14 51.01130(W) AD(       ) 2
 QD1668  NAD 27      -  44 06 10.02318(N)    121 14 46.90083(W) AD(       ) 2
 QD1668  NGVD 29 (07/19/86) 1049.     (m)         3442.     (f) VERT ANG    3  
 QD1668
 QD1668.Superseded values are not recommended for survey control.
 QD1668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1668.See file dsdata.txt to determine how the superseded data were derived.
 QD1668
 QD1668_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP4026384764(NAD 83)
 QD1668_MARKER: DD = SURVEY DISK
 QD1668_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QD1668_SP_SET: METAL PIPE IMBEDDED IN GROUND
 QD1668_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QD1668_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD1668
 QD1668  HISTORY     - Date     Condition        Report By
 QD1668  HISTORY     - 1979     MONUMENTED       OR-017
 QD1668
 QD1668                          STATION DESCRIPTION
 QD1668
 QD1668'DESCRIBED BY DESCHUTES COUNTY OREGON 1979 (JAK)
 QD1668'THE STATION IS ABOUT 7.0 MILES EAST OF BEND ON THE WEST SIDE OF
 QD1668'HAMEHOOK ROAD.
 QD1668'
 QD1668'TO REACH THE STATION FROM THE COURTHOUSE IN BEND, GO EAST ON
 QD1668'GREENWOOD AVENUE AND HIGHWAY 20 FOR 2.5 MILES TO THE JUNCTION WITH
 QD1668'DENSER ROAD.  TURN LEFT AND GO NORTH ON DENSER ROAD FOR 2.2 MILES TO
 QD1668'THE JUNCTION WITH BUTLER MARKET ROAD.  TURN RIGHT AND GO EAST ON
 QD1668'BUTLER MARKET ROAD FOR 1.1 MILES TO THE JUNCTION WITH HAMBY ROAD.
 QD1668'TURN LEFT AND CONTINUE ON BUTLER MARKET ROAD GOING NORTH FOR 0.5
 QD1668'MILES TO THE JUNCTION WITH HAMEHOOK ROAD.  GO STRAIGHT NORTH ALONG
 QD1668'HAMEHOOK ROAD FOR 0.7 MILES TO THE STATION.
 QD1668'
 QD1668'STATION IS A STANDARD DESCHUTES COUNTY DISK STAMPED---BA-020 1979---.
 QD1668'THE DISK IS SET IN CONCRETE, INSIDE A 4 INCH WATER PIPE WHICH
 QD1668'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 45 FEET WEST OF THE EDGE
 QD1668'OF PAVEMENT.  IT IS 85 FEET NORTHWESTERLY OF A CINDERED ROAD WAY.
 QD1668'IT IS 105 FEET NORTHWESTERLY OF A 12 INCH CORRUGATED METAL PIPE.  IT
 QD1668'IS 120 FEET FROM WHERE HAMEHOOK BEGINS TURNING TO THE NORTH COMING
 QD1668'FROM THE EAST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1665 ***********************************************************************
 QD1665  DESIGNATION -  BA 030
 QD1665  PID         -  QD1665
 QD1665  STATE/COUNTY-  OR/DESCHUTES
 QD1665  USGS QUAD   -  BEND AIRPORT (1962)
 QD1665
 QD1665                         *CURRENT SURVEY CONTROL
 QD1665  ___________________________________________________________________
 QD1665* NAD 83(1991)-  44 06 06.72728(N)    121 14 36.43802(W)     ADJUSTED  
 QD1665* NAVD 88     -      1046.     (meters)    3432.     (feet)  VERTCON   
 QD1665  ___________________________________________________________________
 QD1665  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 QD1665  GEOID HEIGHT-         -21.00  (meters)                     GEOID03
 QD1665  HORZ ORDER  -  SECOND
 QD1665
 QD1665.The horizontal coordinates were established by classical geodetic methods
 QD1665.and adjusted by the National Geodetic Survey in October 1991.
 QD1665
 QD1665.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1665.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1665
 QD1665.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1665
 QD1665.The geoid height was determined by GEOID03.
 QD1665
 QD1665;                    North         East     Units Scale Factor Converg.
 QD1665;SPC OR S     -   270,787.024 1,440,471.569   MT  1.00002749   -0 30 31.1
 QD1665;SPC OR S     -   888,408.87  4,725,956.59   iFT  1.00002749   -0 30 31.1
 QD1665;UTM  10      - 4,884,687.292   640,588.980   MT  0.99984309   +1 13 21.5
 QD1665
 QD1665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1665!SPC OR S     -   0.99983928  x   1.00002749  =   0.99986676
 QD1665!UTM  10      -   0.99983928  x   0.99984309  =   0.99968239
 QD1665
 QD1665|---------------------------------------------------------------------|
 QD1665| PID    Reference Object                     Distance      Geod. Az  |
 QD1665|                                                           dddmmss.s |
 QD1665| QD1668 BA 020                              334.688 METERS 28429     |
 QD1665|---------------------------------------------------------------------|
 QD1665
 QD1665                          SUPERSEDED SURVEY CONTROL
 QD1665
 QD1665  NAD 83(1986)-  44 06 06.73314(N)    121 14 36.44067(W) AD(       ) 2
 QD1665  NAD 27      -  44 06 07.31234(N)    121 14 32.33090(W) AD(       ) 2
 QD1665  NGVD 29 (07/19/86) 1045.     (m)         3428.     (f) VERT ANG    3  
 QD1665
 QD1665.Superseded values are not recommended for survey control.
 QD1665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1665.See file dsdata.txt to determine how the superseded data were derived.
 QD1665
 QD1665_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP4058984687(NAD 83)
 QD1665_MARKER: DD = SURVEY DISK
 QD1665_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QD1665_SP_SET: METAL PIPE IMBEDDED IN GROUND
 QD1665_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QD1665_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD1665
 QD1665  HISTORY     - Date     Condition        Report By
 QD1665  HISTORY     - 1979     MONUMENTED       OR-017
 QD1665
 QD1665                          STATION DESCRIPTION
 QD1665
 QD1665'DESCRIBED BY DESCHUTES COUNTY OREGON 1979 (JAK)
 QD1665'THE STATION IS ABOUT 6.8 MILES EAST OF BEND ON THE EAST SIDE OF
 QD1665'REPINE DRIVE.
 QD1665'
 QD1665'TO REACH THE STATION FROM THE COURTHOUSE IN BEND, GO EAST ON
 QD1665'GREENWOOD AVENUE AND HIGHWAY 20 FOR 2.5 MILES TO THE JUNCTION WITH
 QD1665'DENSER ROAD.  TURN LEFT AND GO NORTH ON DENSER ROAD FOR 2.2 MILES TO
 QD1665'THE JUNCTION WITH BUTLER MARKET ROAD.  TURN RIGHT AND GO EAST ON
 QD1665'BUTLER MARKET ROAD FOR 1.1 MILES TO THE JUNCTION WITH HAMBY ROAD.
 QD1665'TURN LEFT AND CONTINUE ON BUTLER MARKET ROAD GOING NORTH FOR 0.5 MILES
 QD1665'TO THE JUNCTION WITH HAMEHOOK ROAD.  GO STRAIGHT, HEADING NORTH ON
 QD1665'HAMEHOOK ROAD FOR 0.5 MILES TO THE JUNCTION WITH REPINE DRIVE AND
 QD1665'THE STATION.
 QD1665'
 QD1665'STATION IS A STANDARD DESCHUTES COUNTY DISK STAMPED---BA-030 1979---.
 QD1665'THE DISK IS SET IN CONCRETE, INSIDE A 4 INCH WATER PIPE WHICH
 QD1665'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS IN LINE WITH THE CENTERLINE
 QD1665'OF HAMEHOOK ROAD GOING TO THE WEST.  IT IS 20 FEET EAST OF THE CENTER-
 QD1665'LINE OF HAMEHOOK GOING TO THE SOUTH.  IT IS 80 FEET NORTH OF THE EDGE
 QD1665'OF PAVEMENT OF HAMEHOOK ROAD GOING DOWN REPINE DRIVE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1666 ***********************************************************************
 QD1666  DESIGNATION -  BA 040
 QD1666  PID         -  QD1666
 QD1666  STATE/COUNTY-  OR/DESCHUTES
 QD1666  USGS QUAD   -  BEND AIRPORT (1962)
 QD1666
 QD1666                         *CURRENT SURVEY CONTROL
 QD1666  ___________________________________________________________________
 QD1666* NAD 83(1991)-  44 05 40.71913(N)    121 14 36.84924(W)     ADJUSTED  
 QD1666* NAVD 88     -      1049.3    (meters)    3443.     (feet)  VERTCON   
 QD1666  ___________________________________________________________________
 QD1666  LAPLACE CORR-           1.75  (seconds)                    DEFLEC99
 QD1666  GEOID HEIGHT-         -20.98  (meters)                     GEOID03
 QD1666  HORZ ORDER  -  SECOND
 QD1666
 QD1666.The horizontal coordinates were established by classical geodetic methods
 QD1666.and adjusted by the National Geodetic Survey in October 1991.
 QD1666
 QD1666.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1666.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1666
 QD1666.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1666
 QD1666.The geoid height was determined by GEOID03.
 QD1666
 QD1666;                    North         East     Units Scale Factor Converg.
 QD1666;SPC OR S     -   269,984.373 1,440,455.296   MT  1.00002543   -0 30 31.4
 QD1666;SPC OR S     -   885,775.50  4,725,903.20   iFT  1.00002543   -0 30 31.4
 QD1666;UTM  10      - 4,883,884.663   640,596.961   MT  0.99984312   +1 13 20.7
 QD1666
 QD1666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1666!SPC OR S     -   0.99983879  x   1.00002543  =   0.99986422
 QD1666!UTM  10      -   0.99983879  x   0.99984312  =   0.99968194
 QD1666
 QD1666:                Primary Azimuth Mark                     Grid Az
 QD1666:SPC OR S     -  BUTLER                                   179 50 13.8
 QD1666:UTM  10      -  BUTLER                                   178 06 21.7
 QD1666
 QD1666|---------------------------------------------------------------------|
 QD1666| PID    Reference Object                     Distance      Geod. Az  |
 QD1666|                                                           dddmmss.s |
 QD1666| QD1664 BUTLER                              APPROX. 0.8 KM 1791942.4 |
 QD1666|---------------------------------------------------------------------|
 QD1666
 QD1666                          SUPERSEDED SURVEY CONTROL
 QD1666
 QD1666  NAD 83(1986)-  44 05 40.72498(N)    121 14 36.85208(W) AD(       ) 2
 QD1666  NAD 27      -  44 05 41.30398(N)    121 14 32.74283(W) AD(       ) 2
 QD1666  NGVD 29 (07/19/86) 1048.1    (m)         3439.     (f) VERT ANG    3  
 QD1666
 QD1666.Superseded values are not recommended for survey control.
 QD1666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1666.See file dsdata.txt to determine how the superseded data were derived.
 QD1666
 QD1666_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP4059783885(NAD 83)
 QD1666_MARKER: DD = SURVEY DISK
 QD1666_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QD1666_SP_SET: METAL PIPE IMBEDDED IN GROUND
 QD1666_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QD1666_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD1666
 QD1666  HISTORY     - Date     Condition        Report By
 QD1666  HISTORY     - 1979     MONUMENTED       OR-017
 QD1666
 QD1666                          STATION DESCRIPTION
 QD1666
 QD1666'DESCRIBED BY DESCHUTES COUNTY OREGON 1979 (JAK)
 QD1666'THE STATION IS ABOUT 6.3 MILES EAST OF BEND ON THE WEST SIDE OF
 QD1666'BUTLER MARKET ROAD.
 QD1666'
 QD1666'TO REACH THE STATION FROM THE COURTHOUSE IN BEND, GO EAST ON
 QD1666'GREENWOOD AVENUE AND HIGHWAY 20 FOR 2.5 MILES TO THE JUNCTION WITH
 QD1666'DENSER ROAD.  TURN LEFT AND GO NORTH ON DENSER ROAD FOR 2.2 MILES TO
 QD1666'THE JUNCTION WITH BUTLER MARKET ROAD.  TURN RIGHT AND GO EAST ON
 QD1666'BUTLER MARKET ROAD FOR 1.1 MILES TO THE JUNCTION WITH HAMBY ROAD.
 QD1666'TURN LEFT AND CONTINUE ON BUTLER MARKET ROAD GOING NORTH FOR 0.5
 QD1666'MILES TO THE JUNCTION WITH HAMEHOOK ROAD AND THE STATION.
 QD1666'
 QD1666'STATION IS A STANDARD DESCHUTES COUNTY DISK STAMPED---BA-040 1979---.
 QD1666'THE DISK IS SET IN CONCRETE, INSIDE A 7 INCH PIPE WHICH PROJECTS 2
 QD1666'INCHES ABOVE THE GROUND ON THE SHOULDER OF BUTLER MARKET ROAD.  IT
 QD1666'IS 6.5 FEET WEST OF THE EDGE OF PAVEMENT OF NORTHSOUTH ROAD.  IT IS 35
 QD1666'FEET SOUTH OF CENTERLINE OF BUTLER MARKET ROAD GOING EAST, WEST.
 QD1666'IT IS 30 FEET SOUTH OF CENTERLINE OF A DIRT ROAD GOING TO A POND
 QD1666'WEST OF THE PAVED ROADS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1658 ***********************************************************************
 QD1658  DESIGNATION -  BA 050
 QD1658  PID         -  QD1658
 QD1658  STATE/COUNTY-  OR/DESCHUTES
 QD1658  USGS QUAD   -  BEND AIRPORT (1962)
 QD1658
 QD1658                         *CURRENT SURVEY CONTROL
 QD1658  ___________________________________________________________________
 QD1658* NAD 83(1991)-  44 05 40.98348(N)    121 13 54.92344(W)     ADJUSTED  
 QD1658* NAVD 88     -      1056.5    (meters)    3466.     (feet)  VERTCON   
 QD1658  ___________________________________________________________________
 QD1658  LAPLACE CORR-           1.88  (seconds)                    DEFLEC99
 QD1658  GEOID HEIGHT-         -20.97  (meters)                     GEOID03
 QD1658  HORZ ORDER  -  SECOND
 QD1658
 QD1658.The horizontal coordinates were established by classical geodetic methods
 QD1658.and adjusted by the National Geodetic Survey in October 1991.
 QD1658
 QD1658.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1658.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1658
 QD1658.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1658
 QD1658.The geoid height was determined by GEOID03.
 QD1658
 QD1658;                    North         East     Units Scale Factor Converg.
 QD1658;SPC OR S     -   269,984.317 1,441,387.955   MT  1.00002545   -0 30 02.7
 QD1658;SPC OR S     -   885,775.32  4,728,963.11   iFT  1.00002545   -0 30 02.7
 QD1658;UTM  10      - 4,883,912.777   641,529.027   MT  0.99984635   +1 13 49.8
 QD1658
 QD1658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1658!SPC OR S     -   0.99983764  x   1.00002545  =   0.99986309
 QD1658!UTM  10      -   0.99983764  x   0.99984635  =   0.99968402
 QD1658
 QD1658:                Primary Azimuth Mark                     Grid Az
 QD1658:SPC OR S     -  BA 060                                   091 42 08.1
 QD1658:UTM  10      -  BA 060                                   089 58 15.6
 QD1658
 QD1658|---------------------------------------------------------------------|
 QD1658| PID    Reference Object                     Distance      Geod. Az  |
 QD1658|                                                           dddmmss.s |
 QD1658| QD1652 BA 060                              APPROX. 0.7 KM 0911205.4 |
 QD1658|---------------------------------------------------------------------|
 QD1658
 QD1658                          SUPERSEDED SURVEY CONTROL
 QD1658
 QD1658  NAD 83(1986)-  44 05 40.98920(N)    121 13 54.92630(W) AD(       ) 2
 QD1658  NAD 27      -  44 05 41.56778(N)    121 13 50.81811(W) AD(       ) 2
 QD1658  NGVD 29 (07/19/86) 1055.4    (m)         3463.     (f) VERT ANG    3  
 QD1658
 QD1658.Superseded values are not recommended for survey control.
 QD1658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1658.See file dsdata.txt to determine how the superseded data were derived.
 QD1658
 QD1658_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP4152983913(NAD 83)
 QD1658_MARKER: DD = SURVEY DISK
 QD1658_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QD1658_SP_SET: METAL PIPE IMBEDDED IN GROUND
 QD1658_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QD1658_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD1658
 QD1658  HISTORY     - Date     Condition        Report By
 QD1658  HISTORY     - 1980     MONUMENTED       OR-017
 QD1658
 QD1658                          STATION DESCRIPTION
 QD1658
 QD1658'DESCRIBED BY DESCHUTES COUNTY OREGON 1980 (JAK)
 QD1658'THE STATION IS ABOUT 6.9 MILES EAST OF BEND ON THE NORTH SIDE OF
 QD1658'BUTLER MARKET ROAD.
 QD1658'
 QD1658'TO REACH THE STATION FROM THE COURTHOUSE IN BEND, GO EAST ON
 QD1658'GREENWOOD AVENUE AND HIGHWAY 20 FOR 2.5 MILES TO THE JUNCTION WITH
 QD1658'DENSER ROAD.  TURN LEFT AND GO NORTH ON DENSER ROAD FOR 2.5 MILES TO
 QD1658'THE JUNCTION WITH BUTLER MARKET ROAD.  TURN RIGHT AND GO EAST ON
 QD1658'BUTLER MARKET ROAD FOR 1.1 MILES TO THE JUNCTION WITH HAMBY ROAD.
 QD1658'TURN LEFT AND CONTINUE ON BUTLER MARKET ROAD GOING NORTH FOR 0.5 MILES
 QD1658'TO THE JUNCTION WITH HAMEHOOK ROAD.  TURN RIGHT AND CONTINUE ON
 QD1658'BUTLER MARKET ROAD GOING EAST FOR 0.6 MILES TO THE STATION.
 QD1658'
 QD1658'STATION IS A STANDARD DESCHUTES COUNTY DISK STAMPED---BA-050 1980---.
 QD1658'THE DISK IS SET IN CONCRETE, INSIDE A 4 INCH WATER PIPE WHICH
 QD1658'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS AT THE BASE OF THE WEST
 QD1658'END OF A ROCK CUT.  IT IS 6 FEET NORTH OF THE EDGE OF PAVEMENT.  IT
 QD1658'IS 6 FEET EAST OF THE CENTERLINE OF WHERE A SECTION OF THE OLD ROAD
 QD1658'TIES INTO THE SOUTH SIDE OF THE EXISTING ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1652 ***********************************************************************
 QD1652  DESIGNATION -  BA 060
 QD1652  PID         -  QD1652
 QD1652  STATE/COUNTY-  OR/DESCHUTES
 QD1652  USGS QUAD   -  BEND AIRPORT (1962)
 QD1652
 QD1652                         *CURRENT SURVEY CONTROL
 QD1652  ___________________________________________________________________
 QD1652* NAD 83(1991)-  44 05 40.52071(N)    121 13 24.38203(W)     ADJUSTED  
 QD1652* NAVD 88     -      1056.     (meters)    3465.     (feet)  VERTCON   
 QD1652  ___________________________________________________________________
 QD1652  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 QD1652  GEOID HEIGHT-         -20.97  (meters)                     GEOID03
 QD1652  HORZ ORDER  -  SECOND
 QD1652
 QD1652.The horizontal coordinates were established by classical geodetic methods
 QD1652.and adjusted by the National Geodetic Survey in October 1991.
 QD1652
 QD1652.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1652.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1652
 QD1652.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1652
 QD1652.The geoid height was determined by GEOID03.
 QD1652
 QD1652;                    North         East     Units Scale Factor Converg.
 QD1652;SPC OR S     -   269,964.130 1,442,067.187   MT  1.00002542   -0 29 41.8
 QD1652;SPC OR S     -   885,709.09  4,731,191.56   iFT  1.00002542   -0 29 41.8
 QD1652;UTM  10      - 4,883,913.122   642,208.438   MT  0.99984873   +1 14 11.1
 QD1652
 QD1652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1652!SPC OR S     -   0.99983771  x   1.00002542  =   0.99986312
 QD1652!UTM  10      -   0.99983771  x   0.99984873  =   0.99968646
 QD1652
 QD1652:                Primary Azimuth Mark                     Grid Az
 QD1652:SPC OR S     -  BA 050                                   271 42 08.4
 QD1652:UTM  10      -  BA 050                                   269 58 15.5
 QD1652
 QD1652|---------------------------------------------------------------------|
 QD1652| PID    Reference Object                     Distance      Geod. Az  |
 QD1652|                                                           dddmmss.s |
 QD1652| QD1658 BA 050                              APPROX. 0.7 KM 2711226.6 |
 QD1652|---------------------------------------------------------------------|
 QD1652
 QD1652                          SUPERSEDED SURVEY CONTROL
 QD1652
 QD1652  NAD 83(1986)-  44 05 40.52636(N)    121 13 24.38490(W) AD(       ) 2
 QD1652  NAD 27      -  44 05 41.10463(N)    121 13 20.27751(W) AD(       ) 2
 QD1652  NGVD 29 (07/19/86) 1055.     (m)         3461.     (f) VERT ANG    3  
 QD1652
 QD1652.Superseded values are not recommended for survey control.
 QD1652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1652.See file dsdata.txt to determine how the superseded data were derived.
 QD1652
 QD1652_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP4220883913(NAD 83)
 QD1652_MARKER: DD = SURVEY DISK
 QD1652_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 QD1652_SP_SET: OBJECT IMBEDDED IN GROUND
 QD1652_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QD1652_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD1652
 QD1652  HISTORY     - Date     Condition        Report By
 QD1652  HISTORY     - 1979     MONUMENTED       OR-017
 QD1652
 QD1652                          STATION DESCRIPTION
 QD1652
 QD1652'DESCRIBED BY DESCHUTES COUNTY OREGON 1979 (JAK)
 QD1652'THE STATION IS ABOUT 7.3 MILES EAST OF BEND ON THE EAST SIDE OF
 QD1652'DICKEY ROAD.
 QD1652'
 QD1652'TO REACH THE STATION FROM THE COURTHOUSE IN BEND, GO EAST ON
 QD1652'GREENWOOD AVENUE AND HIGHWAY 20 FOR 4.6 MILES TO THE JUNCTION WITH
 QD1652'ERICKSON ROAD.  TURN LEFT AND GO NORTH ON ERICKSON ROAD FOR 1.6
 QD1652'MILES TO THE JUNCTION WITH DICKEY ROAD.  CONTINUE NORTH ON DICKEY
 QD1652'ROAD FOR 1.1 MILES TO THE JUNCTION WITH BUTLER MARKET ROAD AND
 QD1652'THE STATION.
 QD1652'
 QD1652'STATION IS A STANDARD DESCHUTES COUNTY DISK STAMPED---BA-060 1980---.
 QD1652'THE DISK IS SET IN A MONUMENT BOX WITH NO MARKINGS ON THE COVER.
 QD1652'IT IS 17 FEET EAST OF THE CENTERLINE OF DICKEY AND 20 FEET SOUTH
 QD1652'OF THE CENTERLINE OF BUTLER MARKET ROAD.  IT IS 4 FEET NORTHWESTERLY
 QD1652'OF A STORM DRAIN.  IT IS 150 FEET NORTHWESTERLY OF YOUNG SCHOOL
 QD1652'BUILDING.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1653 ***********************************************************************
 QD1653  DESIGNATION -  BA 070
 QD1653  PID         -  QD1653
 QD1653  STATE/COUNTY-  OR/DESCHUTES
 QD1653  USGS QUAD   -  BEND AIRPORT (1962)
 QD1653
 QD1653                         *CURRENT SURVEY CONTROL
 QD1653  ___________________________________________________________________
 QD1653* NAD 83(1991)-  44 05 14.61946(N)    121 13 24.48813(W)     ADJUSTED  
 QD1653* NAVD 88     -      1067.     (meters)    3501.     (feet)  VERTCON   
 QD1653  ___________________________________________________________________
 QD1653  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 QD1653  GEOID HEIGHT-         -20.95  (meters)                     GEOID03
 QD1653  HORZ ORDER  -  SECOND
 QD1653
 QD1653.The horizontal coordinates were established by classical geodetic methods
 QD1653.and adjusted by the National Geodetic Survey in October 1991.
 QD1653
 QD1653.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1653.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1653
 QD1653.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1653
 QD1653.The geoid height was determined by GEOID03.
 QD1653
 QD1653;                    North         East     Units Scale Factor Converg.
 QD1653;SPC OR S     -   269,164.719 1,442,057.920   MT  1.00002339   -0 29 41.9
 QD1653;SPC OR S     -   883,086.35  4,731,161.15   iFT  1.00002339   -0 29 41.9
 QD1653;UTM  10      - 4,883,113.935   642,223.325   MT  0.99984878   +1 14 10.5
 QD1653
 QD1653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1653!SPC OR S     -   0.99983598  x   1.00002339  =   0.99985937
 QD1653!UTM  10      -   0.99983598  x   0.99984878  =   0.99968478
 QD1653
 QD1653:                Primary Azimuth Mark                     Grid Az
 QD1653:SPC OR S     -  BA 060                                   000 39 50.8
 QD1653:UTM  10      -  BA 060                                   358 55 58.4
 QD1653
 QD1653|---------------------------------------------------------------------|
 QD1653| PID    Reference Object                     Distance      Geod. Az  |
 QD1653|                                                           dddmmss.s |
 QD1653| QD1652 BA 060                              APPROX. 0.8 KM 0001008.9 |
 QD1653|---------------------------------------------------------------------|
 QD1653
 QD1653                          SUPERSEDED SURVEY CONTROL
 QD1653
 QD1653  NAD 83(1986)-  44 05 14.62510(N)    121 13 24.49112(W) AD(       ) 2
 QD1653  NAD 27      -  44 05 15.20315(N)    121 13 20.38419(W) AD(       ) 2
 QD1653  NGVD 29 (07/19/86) 1066.     (m)         3497.     (f) VERT ANG    3  
 QD1653
 QD1653.Superseded values are not recommended for survey control.
 QD1653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1653.See file dsdata.txt to determine how the superseded data were derived.
 QD1653
 QD1653_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP4222383114(NAD 83)
 QD1653_MARKER: DD = SURVEY DISK
 QD1653_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 QD1653_SP_SET: OBJECT IMBEDDED IN GROUND
 QD1653_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QD1653_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD1653
 QD1653  HISTORY     - Date     Condition        Report By
 QD1653  HISTORY     - 1979     MONUMENTED       OR-017
 QD1653
 QD1653                          STATION DESCRIPTION
 QD1653
 QD1653'DESCRIBED BY DESCHUTES COUNTY OREGON 1979 (JAK)
 QD1653'THE STATION IS ABOUT 4.5 MILES EAST OF BEND ON THE CENTERLINE OF
 QD1653'DICKEY ROAD.
 QD1653'
 QD1653'TO REACH THE STATION FROM THE COURTHOUSE IN BEND, GO EAST ON
 QD1653'GREENWOOD AVENUE AND HIGHWAY 20 FOR 4.6 MILES TO THE JUNCTION WITH
 QD1653'ERICKSON ROAD.  TURN LEFT AND GO NORTH ON ERICKSON ROAD FOR 1.6 MILES
 QD1653'TO THE JUNCTION WITH DICKEY ROAD.  CONTINUE NORTH ON DICKEY ROAD
 QD1653'FOR 0.6 MILES TO THE JUNCTION WITH NELSON ROAD AND THE STATION.
 QD1653'
 QD1653'STATION IS A BRASS CAP STAMPED---1/4 SECTIONS 24 AND 19, T. 17 S.,
 QD1653'R. 12 AND 13 E.---.
 QD1653'THE DISK IS SET IN A MONUMENT BOX WITH NO COVER.  IT IS 3 FEET WEST
 QD1653'OF CENTERLINE OF DICKEY ROAD.  IT IS 1.5 FEET NORTH OF CENTERLINE OF
 QD1653'NELSON ROAD.  IT IS 35 FEET SOUTHWESTERLY OF TELEPHONE PEDESTAL
 QD1653'NUMBER 76.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1647 ***********************************************************************
 QD1647  DESIGNATION -  BA 080
 QD1647  PID         -  QD1647
 QD1647  STATE/COUNTY-  OR/DESCHUTES
 QD1647  USGS QUAD   -  BEND AIRPORT (1962)
 QD1647
 QD1647                         *CURRENT SURVEY CONTROL
 QD1647  ___________________________________________________________________
 QD1647* NAD 83(1991)-  44 05 14.47491(N)    121 12 31.95054(W)     ADJUSTED  
 QD1647* NAVD 88     -      1062.     (meters)    3484.     (feet)  VERTCON   
 QD1647  ___________________________________________________________________
 QD1647  LAPLACE CORR-           1.88  (seconds)                    DEFLEC99
 QD1647  GEOID HEIGHT-         -20.94  (meters)                     GEOID03
 QD1647  HORZ ORDER  -  SECOND
 QD1647
 QD1647.The horizontal coordinates were established by classical geodetic methods
 QD1647.and adjusted by the National Geodetic Survey in October 1991.
 QD1647
 QD1647.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1647.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1647
 QD1647.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1647
 QD1647.The geoid height was determined by GEOID03.
 QD1647
 QD1647;                    North         East     Units Scale Factor Converg.
 QD1647;SPC OR S     -   269,150.262 1,443,226.659   MT  1.00002338   -0 29 05.9
 QD1647;SPC OR S     -   883,038.92  4,734,995.60   iFT  1.00002338   -0 29 05.9
 QD1647;UTM  10      - 4,883,134.792   643,391.765   MT  0.99985288   +1 14 47.0
 QD1647
 QD1647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1647!SPC OR S     -   0.99983676  x   1.00002338  =   0.99986014
 QD1647!UTM  10      -   0.99983676  x   0.99985288  =   0.99968967
 QD1647
 QD1647:                Primary Azimuth Mark                     Grid Az
 QD1647:SPC OR S     -  BEND AIRPORT                             032 34 18.3
 QD1647:UTM  10      -  BEND AIRPORT                             030 50 25.4
 QD1647
 QD1647|---------------------------------------------------------------------|
 QD1647| PID    Reference Object                     Distance      Geod. Az  |
 QD1647|                                                           dddmmss.s |
 QD1647| QD1644 BEND AIRPORT                        APPROX. 0.8 KM 0320512.4 |
 QD1647|---------------------------------------------------------------------|
 QD1647
 QD1647                          SUPERSEDED SURVEY CONTROL
 QD1647
 QD1647  NAD 83(1986)-  44 05 14.48044(N)    121 12 31.95355(W) AD(       ) 2
 QD1647  NAD 27      -  44 05 15.05794(N)    121 12 27.84799(W) AD(       ) 2
 QD1647  NGVD 29 (07/19/86) 1061.     (m)         3481.     (f) VERT ANG    3  
 QD1647
 QD1647.Superseded values are not recommended for survey control.
 QD1647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1647.See file dsdata.txt to determine how the superseded data were derived.
 QD1647
 QD1647_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP4339283135(NAD 83)
 QD1647_MARKER: DD = SURVEY DISK
 QD1647_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QD1647_SP_SET: METAL PIPE IMBEDDED IN GROUND
 QD1647_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QD1647_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD1647
 QD1647  HISTORY     - Date     Condition        Report By
 QD1647  HISTORY     - 1979     MONUMENTED       OR-017
 QD1647
 QD1647                          STATION DESCRIPTION
 QD1647
 QD1647'DESCRIBED BY DESCHUTES COUNTY OREGON 1979 (JAK)
 QD1647'THE STATION IS ABOUT 7.6 MILES EAST OF BEND ON THE LEFT SIDE OF
 QD1647'NELSON ROAD.
 QD1647'
 QD1647'TO REACH THE STATION FROM THE COURTHOUSE IN BEND, GO EAST ON
 QD1647'GREENWOOD AND HIGHWAY 20 FOR 4.8 MILES TO THE JUNCTION WITH POWELL
 QD1647'BUTTE ROAD.  TURN LEFT AND GO NORTH 2.6 MILES TO THE JUNCTION WITH
 QD1647'NELSON ROAD.  TURN LEFT AND GO WEST ON NELSON ROAD FOR 0.2 MILES
 QD1647'TO THE STATION.
 QD1647'
 QD1647'STATION IS A STANDARD DESCHUTES COUNTY DISK STAMPED---BA-080 1979---.
 QD1647'THE DISK IS SET IN CONCRETE, INSIDE A 4 INCH WATER PIPE WHICH
 QD1647'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 7.5 FEET SOUTH OF THE
 QD1647'EDGE OF PAVEMENT IN THE SHOULDER AT NELSON ROAD.  IT IS 100 FEET
 QD1647'WEST OF POWER POLE NUMBERED 197400.  IT IS 45 FEET SOUTH OF
 QD1647'UNNUMBERED POWER POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1096 ***********************************************************************
 RD1096  DESIGNATION -  BA 364
 RD1096  PID         -  RD1096
 RD1096  STATE/COUNTY-  OR/TILLAMOOK
 RD1096  USGS QUAD   -  TILLAMOOK (1985)
 RD1096
 RD1096                         *CURRENT SURVEY CONTROL
 RD1096  ___________________________________________________________________
 RD1096* NAD 83(1986)-  45 27 22.     (N)    123 50 30.     (W)     SCALED    
 RD1096* NAVD 88     -         8.832  (meters)      28.98   (feet)  ADJUSTED  
 RD1096  ___________________________________________________________________
 RD1096  GEOID HEIGHT-         -22.24  (meters)                     GEOID03
 RD1096  DYNAMIC HT  -           8.832 (meters)      28.98  (feet)  COMP
 RD1096  MODELED GRAV-     980,687.0   (mgal)                       NAVD 88
 RD1096
 RD1096  VERT ORDER  -  FIRST     CLASS II
 RD1096
 RD1096.The horizontal coordinates were scaled from a topographic map and have
 RD1096.an estimated accuracy of +/- 6 seconds.
 RD1096
 RD1096.The orthometric height was determined by differential leveling
 RD1096.and adjusted in June 1991.
 RD1096.WARNING-Repeat measurements at this control monument indicate possible
 RD1096.vertical movement.
 RD1096
 RD1096.The geoid height was determined by GEOID03.
 RD1096
 RD1096.The dynamic height is computed by dividing the NAVD 88
 RD1096.geopotential number by the normal gravity value computed on the
 RD1096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1096.degrees latitude (g = 980.6199 gals.).
 RD1096
 RD1096.The modeled gravity was interpolated from observed gravity values.
 RD1096
 RD1096;                    North         East    Units  Estimated Accuracy
 RD1096;SPC OR N     -   204,250.    2,238,720.      MT  (+/- 180 meters Scaled)
 RD1096
 RD1096                          SUPERSEDED SURVEY CONTROL
 RD1096
 RD1096  NGVD 29 (??/??/92)    7.786  (m)           25.54   (f) ADJ UNCH    1 2
 RD1096
 RD1096.Superseded values are not recommended for survey control.
 RD1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1096.See file dsdata.txt to determine how the superseded data were derived.
 RD1096
 RD1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR341339(NAD 83)
 RD1096_MARKER: DB = BENCH MARK DISK
 RD1096_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RD1096_SP_SET: RETAINING WALL
 RD1096_STAMPING: BA 364 1942
 RD1096_MARK LOGO: CGS   
 RD1096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD1096+STABILITY: SURFACE MOTION
 RD1096_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD1096+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2003
 RD1096
 RD1096  HISTORY     - Date     Condition        Report By
 RD1096  HISTORY     - 1942     MONUMENTED       CGS
 RD1096  HISTORY     - 1962     GOOD             NGS
 RD1096  HISTORY     - 1987     GOOD             NGS
 RD1096  HISTORY     - 20020303 GOOD             USPSQD
 RD1096  HISTORY     - 20030726 GOOD             USPSQD
 RD1096
 RD1096                          STATION DESCRIPTION
 RD1096
 RD1096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RD1096'IN TILLAMOOK.
 RD1096'LOCATED AT THE NORTH END OF THE POST OFFICE STEPS, ABOUT 0.5 FOOT
 RD1096'ABOVE GROUND LEVEL IN THE TOP OF A CEMENT WALL WHICH PROTECTS THE
 RD1096'BASEMENT WINDOWS.
 RD1096
 RD1096                          STATION RECOVERY (1987)
 RD1096
 RD1096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD1096'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  IN
 RD1096'TILLAMOOK, AT 210 LAUREL AVENUE, IN TOP OF THE SOUTH END OF THE EAST
 RD1096'CONCRETE RETAINING WALL OF THE BASEMENT WINDOWS OF THE CITY HALL
 RD1096'ANNEX BUILDING (OLD POST OFFICE), 7.0 M (23.0 FT) SOUTHEAST OF THE
 RD1096'NORTHEAST CORNER OF THE BUILDING, 2.5 M (8.2 FT) NORTHEAST OF THE
 RD1096'CENTER OF THE EAST ENTRANCE TO THE BUILDING, AND 1.3 M (4.3 FT) NORTH
 RD1096'OF THE NORTH END OF THE STAIRWAY TO THE BUILDING.
 RD1096'THE MARK IS ABOVE LEVEL WITH THE GROUND.
 RD1096
 RD1096                          STATION RECOVERY (2002)
 RD1096
 RD1096'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 RD1096'RECOVERED IN GOOD CONDITION.
 RD1096
 RD1096                          STATION RECOVERY (2003)
 RD1096
 RD1096'RECOVERY NOTE BY US POWER SQUADRON 2003 (DMJ)
 RD1096'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1124 ***********************************************************************
 QE1124  DESIGNATION -  BA 52
 QE1124  PID         -  QE1124
 QE1124  STATE/COUNTY-  OR/LINCOLN
 QE1124  USGS QUAD   -  LINCOLN CITY (1984)
 QE1124
 QE1124                         *CURRENT SURVEY CONTROL
 QE1124  ___________________________________________________________________
 QE1124* NAD 83(1986)-  44 58 06.     (N)    124 00 56.     (W)     SCALED    
 QE1124* NAVD 88     -         7.958  (meters)      26.11   (feet)  ADJUSTED  
 QE1124  ___________________________________________________________________
 QE1124  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 QE1124  DYNAMIC HT  -           7.958 (meters)      26.11  (feet)  COMP
 QE1124  MODELED GRAV-     980,647.7   (mgal)                       NAVD 88
 QE1124
 QE1124  VERT ORDER  -  FIRST     CLASS II
 QE1124
 QE1124.The horizontal coordinates were scaled from a topographic map and have
 QE1124.an estimated accuracy of +/- 6 seconds.
 QE1124
 QE1124.The orthometric height was determined by differential leveling
 QE1124.and adjusted in June 1991.
 QE1124
 QE1124.The geoid height was determined by GEOID03.
 QE1124
 QE1124.The dynamic height is computed by dividing the NAVD 88
 QE1124.geopotential number by the normal gravity value computed on the
 QE1124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1124.degrees latitude (g = 980.6199 gals.).
 QE1124
 QE1124.The modeled gravity was interpolated from observed gravity values.
 QE1124
 QE1124;                    North         East    Units  Estimated Accuracy
 QE1124;SPC OR N     -   150,680.    2,222,770.      MT  (+/- 180 meters Scaled)
 QE1124
 QE1124                          SUPERSEDED SURVEY CONTROL
 QE1124
 QE1124  NGVD 29 (??/??/92)    6.946  (m)           22.79   (f) ADJ UNCH    1 2
 QE1124
 QE1124.Superseded values are not recommended for survey control.
 QE1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1124.See file dsdata.txt to determine how the superseded data were derived.
 QE1124
 QE1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ199799(NAD 83)
 QE1124_MARKER: DD = SURVEY DISK
 QE1124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE1124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE1124_STAMPING: 22 BA 52 1934
 QE1124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE1124+STABILITY: SURFACE MOTION
 QE1124
 QE1124  HISTORY     - Date     Condition        Report By
 QE1124  HISTORY     - 1934     MONUMENTED       ORGS
 QE1124  HISTORY     - 1965     GOOD             NGS
 QE1124  HISTORY     - 1965     MARK NOT FOUND   NGS
 QE1124  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 QE1124  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 QE1124
 QE1124                          STATION DESCRIPTION
 QE1124
 QE1124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 QE1124'IN DELAKE.
 QE1124'IN THE NORTHERN PART OF DELAKE, LINCOLN COUNTY, ABOUT 270 FEET NORTH
 QE1124'OF THE NORTH END OF THE OREGON COAST HIGHWAY (U.S. 101) BRIDGE OVER
 QE1124'DEVILS LAKE OUTLET, 31 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 2
 QE1124'FEET SOUTH OF THE EDGE OF A PRIVATE DRIVEWAY, AT A WHITE WOODEN
 QE1124'WITNESS POST AND ABOUT 3 INCHES UNDERGROUND.  A STATE SURVEY STANDARD
 QE1124'DISK, STAMPED 22 BA 52 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QE1124'NOTE-- IT WAS REPORTED IN JANUARY 1957 THAT PART OF THE DISK HAS BEEN
 QE1124'BROKEN OFF AND THE POST IS LEANING ABOUT 30 DEGREES.  IT IS NOW 42
 QE1124'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 18 FEET SOUTH OF THE
 QE1124'STREET AND 2 FEET WEST OF A FIREPLUG.  THE MARK MAY HAVE BEEN MOVED,
 QE1124'USE WITH CAUTION.
 QE1124
 QE1124                          STATION RECOVERY (1965)
 QE1124
 QE1124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 QE1124'MARK NOT FOUND.
 QE1124
 QE1124                          STATION RECOVERY (1989)
 QE1124
 QE1124'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 QE1124'MARK NOT FOUND.
 QE1124
 QE1124                          STATION RECOVERY (1989)
 QE1124
 QE1124'RECOVERY NOTE BY US POWER SQUADRON 1989 (RCC)
 QE1124'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0762 ***********************************************************************
 PB0762  DESIGNATION -  BACHELOR BUTTE
 PB0762  PID         -  PB0762
 PB0762  STATE/COUNTY-  OR/DESCHUTES
 PB0762  USGS QUAD   -  MOUNT BACHELOR (1981)
 PB0762
 PB0762                         *CURRENT SURVEY CONTROL
 PB0762  ___________________________________________________________________
 PB0762* NAD 83(1991)-  43 58 45.89664(N)    121 41 18.62799(W)     ADJUSTED  
 PB0762* NAVD 88     -      2764.     (meters)    9068.     (feet)  SCALED    
 PB0762  ___________________________________________________________________
 PB0762  LAPLACE CORR-           4.51  (seconds)                    DEFLEC99
 PB0762  GEOID HEIGHT-         -20.52  (meters)                     GEOID03
 PB0762  HORZ ORDER  -  FIRST
 PB0762
 PB0762.The horizontal coordinates were established by classical geodetic methods
 PB0762.and adjusted by the National Geodetic Survey in October 1991.
 PB0762
 PB0762.The orthometric height was scaled from a topographic map.
 PB0762
 PB0762.The Laplace correction was computed from DEFLEC99 derived deflections.
 PB0762
 PB0762.The geoid height was determined by GEOID03.
 PB0762
 PB0762;                    North         East     Units Scale Factor Converg.
 PB0762;SPC OR S     -   257,593.157 1,404,645.059   MT  0.99999483   -0 48 47.2
 PB0762;SPC OR S     -   845,121.91  4,608,415.55   iFT  0.99999483   -0 48 47.2
 PB0762;UTM  10      - 4,870,422.609   605,184.412   MT  0.99973607   +0 54 38.8
 PB0762
 PB0762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PB0762!SPC OR S     -   0.99956994  x   0.99999483  =   0.99956477
 PB0762!UTM  10      -   0.99956994  x   0.99973607  =   0.99930612
 PB0762
 PB0762|---------------------------------------------------------------------|
 PB0762| PID    Reference Object                     Distance      Geod. Az  |
 PB0762|                                                           dddmmss.s |
 PB0762| PB0763 BACHELOR BUTTE LOOKOUT HOUSE        100.183 METERS 12356     |
 PB0762| PB0761 ROUND MT                            APPROX.24.7 KM 1840309.7 |
 PB0762| PB0770 CULTUS MOUNTAIN                     APPROX.23.0 KM 2192427.2 |
 PB0762| CD6714 BACHELOR BUTTE RM 1                  12.668 METERS 23645     |
 PB0762| QD1734 SOUTH SISTER                        APPROX.15.2 KM 3344408.7 |
 PB0762| CD6715 BACHELOR BUTTE RM 2                  25.805 METERS 33838     |
 PB0762| QD1739 MOUNT JEFFERSON                     APPROX.77.7 KM 3532936.8 |
 PB0762|---------------------------------------------------------------------|
 PB0762
 PB0762                          SUPERSEDED SURVEY CONTROL
 PB0762
 PB0762  NAD 83(1986)-  43 58 45.90315(N)    121 41 18.63794(W) AD(       ) 1
 PB0762  NAD 27      -  43 58 46.49200(N)    121 41 14.53100(W) AD(       ) 1
 PB0762
 PB0762.Superseded values are not recommended for survey control.
 PB0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0762.See file dsdata.txt to determine how the superseded data were derived.
 PB0762
 PB0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP0518470423(NAD 83)
 PB0762_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PB0762_SETTING: 80 = SET IN A BOULDER
 PB0762_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 PB0762
 PB0762  HISTORY     - Date     Condition        Report By
 PB0762  HISTORY     - 1933     MONUMENTED       CGS
 PB0762  HISTORY     - 1936     SEE DESCRIPTION  CGS
 PB0762  HISTORY     - 1938     SEE DESCRIPTION  CGS
 PB0762  HISTORY     - 1958     GOOD             USGS
 PB0762
 PB0762                          STATION DESCRIPTION
 PB0762
 PB0762'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (FGJ)
 PB0762'STATION IS ON BACHELOR BUTTE ABOUT 20 MILES SW OF BEND.  IT IS
 PB0762'ON THE NW ROCKY POINT OF BACHELOR.  ON THE E SIDE OF SMALL CRATER
 PB0762'AND THERE IS A POINT A LITTLE HIGHER ON THE W SIDE.
 PB0762'
 PB0762'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS IN A
 PB0762'BOULDER AS DESCRIBED IN NOTES 4 AND 12C.
 PB0762'
 PB0762'PISTOL BUTTE LOOKOUT (AZIMUTH MARK) IS 13.5 MILES SSE OF
 PB0762'STATION.
 PB0762'
 PB0762'REFERENCE MARK NO.1 IS SW AND NO.2 IS NW OF STATION.
 PB0762'
 PB0762'STATION BUILT IN 1932 AND OCCUPIED IN 1933.
 PB0762'
 PB0762'STATION IS REACHED FROM BEND AS FOLLOWS--GO W FROM PILOT BUTTE
 PB0762'HOTEL, CROSS BRIDGE AND FOLLOW NEWPORT AVENUE 1.0 MILE TO
 PB0762'FOURTEENTH STREET AND GO 0.8 MILE TO END OF STREET.  TURN RIGHT
 PB0762'ON CENTURY DRIVE AND GO 6.0 MILES, TAKE RIGHT FORK AND GO 1.4
 PB0762'MILES, TAKE LEFT FORK AND GO 9.0 MILES, A FORK HERE CONTINUE
 PB0762'STRAIGHT AHEAD ON RIGHT FORK 4.1 MILES, LEAVE CENTURY DRIVE AT
 PB0762'THIS POINT AND TURN LEFT ON ROAD TO BACHELOR BUTTE TRAIL.  GO
 PB0762'0.2 MILE TO FOREST SERVICE TELEPHONE BOOTH.  LEAVE TRUCK HERE
 PB0762'AND FOLLOW TRAIL TO THE LOOKOUT HOUSE.  STATION IS ABOUT 100
 PB0762'METERS W OF LOOKOUT HOUSE.  STATION IS ABOUT A TWO-HOUR
 PB0762'PACK.
 PB0762'
 PB0762'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 PB0762
 PB0762                          STATION RECOVERY (1936)
 PB0762
 PB0762'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (LAM)
 PB0762'ON SUMMIT OF BACHELOR BUTTE, ONE OF PROMINENT MOUNTAINS OF
 PB0762'CASCADE RANGE, ELEVATION 9060 FEET.  STATION IS ON NW ROCKY
 PB0762'POINT OF MOUNTAIN, E SIDE OF SMALL CRATER, AND THERE IS A POINT
 PB0762'A LITTLE HIGHER TO W.  STATION MARKED BY STANDARD DISK IN BOULDER,
 PB0762'NOTE 4.
 PB0762'
 PB0762'TWO REFERENCE MARKS, EACH CONSISTING OF A DISK IN BOULDER, NOTE
 PB0762'12C, ARE, RESPECTIVELY, 12.67 METERS (41.57 FEET) SW IN AZIMUTH
 PB0762'56 DEG 44 MIN 08 SEC.  AND 25.800 METERS (84.64 FEET), NW IN
 PB0762'AZIMUTH 158 DEG 38 MIN 07 SEC.
 PB0762'
 PB0762'BACHELOR BUTTE LOOKOUT HOUSE, WOODEN STRUCTURE RESTING ON
 PB0762'GROUND, IS 100.5 METERS (330 FEET) E IN AZIMUTH 303 DEG 55 MIN
 PB0762'38.9 SEC.  PISTOL BUTTE LOOKOUT TOWER, 13 MILES TO SE, IS IN
 PB0762'AZIMUTH 330 DEG 00 MIN 01.5 SEC.
 PB0762'
 PB0762'THIS IS THE SAME POINT AS THE INTERSECTED POSITION DESCRIBED
 PB0762'IN SPECIAL PUBLICATION 175, AND A VERY CLOSE CHECK.
 PB0762'
 PB0762'TO REACH STATION TAKE CENTURY DRIVE FOR ABOUT 20 MILES SW OF
 PB0762'BEND, AND CLIMB SIGNED BACHELOR BUTTE TRAIL, CLIMB REQUIRING
 PB0762'ABOUT 2 HOURS.
 PB0762
 PB0762                          STATION RECOVERY (1938)
 PB0762
 PB0762'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (ACT)
 PB0762'STATION IS ON THE NE CORNER OF THE WESTERLY AND HIGHEST HUMP
 PB0762'ON SUMMIT OF BACHELOR BUTTE, AND ABOUT 100 YARDS W OF F.S.L.O.
 PB0762'
 PB0762'ALL MARKS WERE RECOVERED IN GOOD CONDITION, EXCEPT THAT STATION
 PB0762'MARK SHOWED SOME EVIDENCE OF EROSION AROUND THE BASE OF THE
 PB0762'BOULDER.
 PB0762'
 PB0762'REACHED FROM BEND POST OFFICE BY GOING W TO FOURTEENTH STREET,
 PB0762'TURN LEFT S AND FOLLOW CENTURY DRIVE SIGNS AND MAIN TRAVEL S
 PB0762'AND W 15.6 MILES TO FORK.  KEEP STRAIGHT AHEAD ON RIGHT FORK 3.7
 PB0762'MILES TO PHONE BOX ON RIGHT AT SUMMIT OF LONG GRADE, AND TRUCK
 PB0762'TRAIL TO LEFT, SW.  SIGN READING BACHELOR BUTTE L.O. 3-3/4 MILES
 PB0762'FACES W, ON THE TREE TO LEFT OF MAIN ROAD.  FOLLOW TRUCK TRAIL
 PB0762'TO LEFT SW 0.2 MILE TO END, THENCE PACK UP FAIR TRAIL ABOUT 3
 PB0762'1/2 MILES TO SUMMIT AND STATION.
 PB0762
 PB0762                          STATION RECOVERY (1958)
 PB0762
 PB0762'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 PB0762'RECOVERED AS DESCRIBED BY NGS.  ALL MARKS IN GOOD CONDITION.
 PB0762'BACHELOR BUTTE LOH HAS BEEN DESTROYED.  RMS NOT OBSERVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0763 ***********************************************************************
 PB0763  DESIGNATION -  BACHELOR BUTTE LOOKOUT HOUSE
 PB0763  PID         -  PB0763
 PB0763  STATE/COUNTY-  OR/DESCHUTES
 PB0763  USGS QUAD   -  MOUNT BACHELOR (1981)
 PB0763
 PB0763                         *CURRENT SURVEY CONTROL
 PB0763  ___________________________________________________________________
 PB0763* NAD 83(1991)-  43 58 44.08577(N)    121 41 14.89428(W)     ADJUSTED  
 PB0763* NAVD 88     -              **(meters)            **(feet)            
 PB0763  ___________________________________________________________________
 PB0763  LAPLACE CORR-           4.02  (seconds)                    DEFLEC99
 PB0763  GEOID HEIGHT-         -20.52  (meters)                     GEOID03
 PB0763  HORZ ORDER  -  THIRD
 PB0763
 PB0763.The horizontal coordinates were established by classical geodetic methods
 PB0763.and adjusted by the National Geodetic Survey in October 1991.
 PB0763
 PB0763
 PB0763.The Laplace correction was computed from DEFLEC99 derived deflections.
 PB0763
 PB0763.The geoid height was determined by GEOID03.
 PB0763
 PB0763;                    North         East     Units Scale Factor Converg.
 PB0763;SPC OR S     -   257,536.091 1,404,727.471   MT  0.99999471   -0 48 44.7
 PB0763;SPC OR S     -   844,934.68  4,608,685.93   iFT  0.99999471   -0 48 44.7
 PB0763;UTM  10      - 4,870,368.062   605,268.482   MT  0.99973629   +0 54 41.4
 PB0763
 PB0763                          SUPERSEDED SURVEY CONTROL
 PB0763
 PB0763  NAD 83(1986)-  43 58 44.09153(N)    121 41 14.90814(W) AD(       ) 4
 PB0763  NAD 27      -  43 58 44.67700(N)    121 41 10.79500(W) AD(       ) 3
 PB0763
 PB0763.Superseded values are not recommended for survey control.
 PB0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0763.See file dsdata.txt to determine how the superseded data were derived.
 PB0763
 PB0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP0526870368(NAD 83)
 PB0763
 PB0763  HISTORY     - Date     Condition        Report By
 PB0763  HISTORY     - 1932     MONUMENTED       CGS
 PB0763
 PB0763                          STATION DESCRIPTION
 PB0763
 PB0763'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 PB0763'SEE STATION BACHELOR BUTTE
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2628 ***********************************************************************
 QE2628  DESIGNATION -  BACHELOR MTN LOH
 QE2628  PID         -  QE2628
 QE2628  STATE/COUNTY-  OR/LINN
 QE2628  USGS QUAD   -  IDANHA (1994)
 QE2628
 QE2628                         *CURRENT SURVEY CONTROL
 QE2628  ___________________________________________________________________
 QE2628* NAD 83(1991)-  44 37 43.46715(N)    122 00 47.02282(W)     ADJUSTED  
 QE2628* NAVD 88     -      1815.6    (meters)    5957.     (feet)  VERTCON   
 QE2628  ___________________________________________________________________
 QE2628  LAPLACE CORR-           4.02  (seconds)                    DEFLEC99
 QE2628  GEOID HEIGHT-         -21.56  (meters)                     GEOID03
 QE2628  HORZ ORDER  -  THIRD
 QE2628
 QE2628.The horizontal coordinates were established by classical geodetic methods
 QE2628.and adjusted by the National Geodetic Survey in October 1991.
 QE2628
 QE2628.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE2628.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE2628
 QE2628.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2628
 QE2628.The geoid height was determined by GEOID03.
 QE2628
 QE2628;                    North         East     Units Scale Factor Converg.
 QE2628;SPC OR N     -   108,031.998 2,379,946.331   MT  0.99993870   -1 04 23.0
 QE2628;SPC OR N     -   354,435.69  7,808,222.87   iFT  0.99993870   -1 04 23.0
 QE2628;UTM  10      - 4,942,183.258   578,286.564   MT  0.99967537   +0 41 36.1
 QE2628
 QE2628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2628!SPC OR N     -   0.99971879  x   0.99993870  =   0.99965750
 QE2628!UTM  10      -   0.99971879  x   0.99967537  =   0.99939425
 QE2628
 QE2628|---------------------------------------------------------------------|
 QE2628| PID    Reference Object                     Distance      Geod. Az  |
 QE2628|                                                           dddmmss.s |
 QE2628| CS4120 BACHELOR MTN LOH RM 1                 7.316 METERS 00547     |
 QE2628| CS4121 BACHELOR MTN LOH RM 2                 8.598 METERS 15400     |
 QE2628|---------------------------------------------------------------------|
 QE2628
 QE2628                          SUPERSEDED SURVEY CONTROL
 QE2628
 QE2628  NAD 83(1986)-  44 37 43.48828(N)    122 00 47.03378(W) AD(       ) 3
 QE2628  NGVD 29 (04/26/90) 1814.4    (m)         5953.     (f) VERT ANG    3  
 QE2628
 QE2628.Superseded values are not recommended for survey control.
 QE2628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2628.See file dsdata.txt to determine how the superseded data were derived.
 QE2628
 QE2628_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ7828742183(NAD 83)
 QE2628_MARKER: 73 = LOOKOUT HOUSE
 QE2628
 QE2628  HISTORY     - Date     Condition        Report By
 QE2628  HISTORY     - 1955     FIRST OBSERVED   USGS
 QE2628  HISTORY     - 1958     GOOD             USGS
 QE2628
 QE2628                          STATION DESCRIPTION
 QE2628
 QE2628'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 QE2628'LOCATED ABOUT 10 MI SW. OF DETROIT, 3.5 MI WNW. OF MARION FORKS
 QE2628'GUARD STATION, 1.5 MI ENE. OF COFFIN MTN.  ON HIGHEST POINT OF
 QE2628'BACHELOR MTN.
 QE2628'
 QE2628'TO REACH FROM IDANHA POST OFFICE, DRIVE 11.1 MI E. ON STATE HWY.
 QE2628'22 TO MARION FORKS, CONTINUE ON HWY. 1.4 MI TO RD. FORKS AND SIGN
 QE2628'BUGABOO ROAD.  TAKE RIGHT FORK LEAVING HWY. AND CROSSING BRIDGE
 QE2628'0.2 MI TO RD. FORKS.  TAKE RIGHT FORK 3.2 MI ON MAIN RD. TO SIGN
 QE2628'BACHELOR MTN. TRAIL RIGHT.  FOLLOW TRAIL ABOUT 3 MI TO TRAIL
 QE2628'FORKS NEAR SADDLE SW. OF BACHELOR MTN.  TAKE TRAIL BEARING NE.
 QE2628'ABOUT 1 MI TO LO AND STATION.  A 3-HOUR PACK.
 QE2628'
 QE2628'STATION MARK--CENTER OF LOH.
 QE2628'
 QE2628'RM 1--COPPER NAIL AND WASHER CEMENTED IN ROCK OUTCROP.
 QE2628'
 QE2628'RM 2--COPPER NAIL AND WASHER CEMENTED IN ROCK OUTCROP.
 QE2628
 QE2628                          STATION RECOVERY (1958)
 QE2628
 QE2628'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 QE2628'RECOVERED AS DESCRIBED BY USGS.
 QE2628'
 QE2628'REACHED BY HELICOPTER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2324 ***********************************************************************
 RC2324  DESIGNATION -  BACKBONE
 RC2324  PID         -  RC2324
 RC2324  STATE/COUNTY-  OR/HOOD RIVER
 RC2324  USGS QUAD   -  MT DEFIANCE (1994)
 RC2324
 RC2324                         *CURRENT SURVEY CONTROL
 RC2324  ___________________________________________________________________
 RC2324* NAD 83(1991)-  45 41 18.00642(N)    121 43 47.20799(W)     ADJUSTED  
 RC2324* NAVD 88     -       196.     (meters)     643.     (feet)  SCALED    
 RC2324  ___________________________________________________________________
 RC2324  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 RC2324  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 RC2324  HORZ ORDER  -  THIRD
 RC2324
 RC2324.The horizontal coordinates were established by classical geodetic methods
 RC2324.and adjusted by the National Geodetic Survey in October 1991.
 RC2324
 RC2324.The orthometric height was scaled from a topographic map.
 RC2324
 RC2324.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2324
 RC2324.The geoid height was determined by GEOID03.
 RC2324
 RC2324;                    North         East     Units Scale Factor Converg.
 RC2324;SPC OR N     -   225,383.943 2,404,213.604   MT  0.99993569   -0 52 19.7
 RC2324;SPC OR N     -   739,448.63  7,887,839.91   iFT  0.99993569   -0 52 19.7
 RC2324;SPC WA S     -    40,205.882   404,204.176   MT  1.00003602   -0 53 35.9
 RC2324;SPC WA S     -   131,908.80  1,326,126.53   sFT  1.00003602   -0 53 35.9
 RC2324;UTM  10      - 5,060,204.897   598,906.652   MT  0.99972027   +0 54 32.3
 RC2324
 RC2324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2324!SPC OR N     -   0.99997264  x   0.99993569  =   0.99990833
 RC2324!SPC WA S     -   0.99997264  x   1.00003602  =   1.00000866
 RC2324!UTM  10      -   0.99997264  x   0.99972027  =   0.99969291
 RC2324
 RC2324:                Primary Azimuth Mark                     Grid Az
 RC2324:SPC OR N     -  PORTLAND SPOK BN 49 MI BLINKER           060 45 23.6
 RC2324:SPC WA S     -  PORTLAND SPOK BN 49 MI BLINKER           060 46 39.8
 RC2324:UTM  10      -  PORTLAND SPOK BN 49 MI BLINKER           058 58 31.6
 RC2324
 RC2324|---------------------------------------------------------------------|
 RC2324| PID    Reference Object                     Distance      Geod. Az  |
 RC2324|                                                           dddmmss.s |
 RC2324| RC2331 PORTLAND SPOK BN 49 MI BLINKER      APPROX. 2.1 KM 0595303.9 |
 RC2324| RC2313 COOKS LIGHT                         APPROX. 3.8 KM 0614800.8 |
 RC2324| RC2322 PORTLAND SPOKANE AWY BCN 49 MI      APPROX. 0.8 KM 0750252.7 |
 RC2324| RC2318 TRAV HUB WB 369+01.83 RM 1          APPROX. 3.4 KM 0805625.0 |
 RC2324| CF4059 BACKBONE RM 2                        10.530 METERS 19434     |
 RC2324| RC2330 PORTLAND SPOKANE AWY BCN 48 MI      APPROX. 0.7 KM 3031556.0 |
 RC2324| RC2339 PORTLAND SPOK BN 48 MI BLINKER      APPROX. 3.0 KM 3061916.0 |
 RC2324| RC2338 T3N R8E SECS 35 36 IRON PIPE        APPROX. 2.4 KM 3105008.8 |
 RC2324| RC2336 WIND MOUNTAIN                       APPROX. 3.1 KM 3194515.5 |
 RC2324| RC2325 COLLINS POINT LIGHT                 APPROX. 1.1 KM 3294842.5 |
 RC2324| CF4058 BACKBONE RM 1                        11.415 METERS 33857     |
 RC2324|---------------------------------------------------------------------|
 RC2324
 RC2324                          SUPERSEDED SURVEY CONTROL
 RC2324
 RC2324  NAD 83(1986)-  45 41 18.01807(N)    121 43 47.21534(W) AD(       ) 3
 RC2324  NAD 27      -  45 41 18.59400(N)    121 43 42.94700(W) AD(       ) 3
 RC2324
 RC2324.Superseded values are not recommended for survey control.
 RC2324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2324.See file dsdata.txt to determine how the superseded data were derived.
 RC2324
 RC2324_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER9890760205(NAD 83)
 RC2324_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RC2324_SETTING: 66 = SET IN ROCK OUTCROP
 RC2324
 RC2324  HISTORY     - Date     Condition        Report By
 RC2324  HISTORY     - 1939     MONUMENTED       CGS
 RC2324  HISTORY     - 1948     SEE DESCRIPTION  CGS
 RC2324  HISTORY     - 1959     SEE DESCRIPTION  CGS
 RC2324  HISTORY     - 1965     SEE DESCRIPTION  CGS
 RC2324
 RC2324                          STATION DESCRIPTION
 RC2324
 RC2324'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (WMS)
 RC2324'STATION IS LOCATED ON THE S SIDE OF THE COLUMBIA RIVER ABOUT 2
 RC2324'MILES E OF WYETH, OREGON AND 1/8 MILE W OF SUMMIT CREEK.  IT IS
 RC2324'ON THE BACKBONE OF NE SMALL RIDGE OF SHELLROCK MOUNTAIN ABOUT
 RC2324'600 FEET IN ELEVATION AND DIRECTLY W AND ABOVE THE OLD SUMMIT
 RC2324'CREEK BRIDGE ON THE OLD HIGHWAY.
 RC2324'
 RC2324'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 RC2324'IN DRILL HOLES IN OUTCROPPING BEDROCK AS DESCRIBED IN NOTES
 RC2324'2 AND 12A.
 RC2324'
 RC2324'STATION MARK IS 4 INCHES BELOW SURFACE.
 RC2324'
 RC2324'REFERENCE MARKS PLACED ON W WALL OF BLUFF.
 RC2324'
 RC2324'STATION CAN BE REACHED FROM WYETH AS FOLLOWS--GO E ON U.S. HIGHWAY
 RC2324'30 2.2 MILES TO SUMMIT CREEK AND END OF TRUCK TRAVEL.  GO W ABOUT
 RC2324'50 YARDS, FOLLOW UP E SIDE OF SLIDE CROSSING OLD HIGHWAY, CONTINUE
 RC2324'UP EDGE OF SLIDE ABOUT 100 YARDS, TURN E ABOUT 50 YARDS TO
 RC2324'PROMINENT POINT AND STATION.
 RC2324
 RC2324                          STATION RECOVERY (1948)
 RC2324
 RC2324'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (WHB)
 RC2324'STATION IS LOCATED ON THE S SIDE OF THE COLUMBIA RIVER, ABOUT 2
 RC2324'MILES E OF WYETH DEPOT, AND 1/8 MILE W OF SUMMIT CREEK.  IT IS ON
 RC2324'THE BACKBONE OF NE SMALL RIDGE OF SHELLROCK MOUNTAIN ABOUT 600
 RC2324'FEET IN ELEVATION AND DIRECTLY W AND ABOVE THE OLD SUMMIT CREEK
 RC2324'BRIDGE ON THE OLD HIGHWAY.  IT IS ALSO W OF SUMMIT CREEK FALLS.
 RC2324'IT IS ABOUT 150 FEET HIGHER THAN THE TOWER LINE.  STATION MARK IS
 RC2324'A BRONZE DISK SET IN OUTCROPPING BEDROCK 4 INCHES BELOW THE
 RC2324'SURFACE STAMPED BACKBONE 1939.
 RC2324'
 RC2324'R.M. 1 IS A BRONZE DISK SET IN OUTCROPPING BEDROCK ON A SLANT IN
 RC2324'THE W WALL OF THE BLUFF, STAMPED BACKBONE NO.1 1939.
 RC2324'
 RC2324'R.M. 2 IS A BRONZE DISK SET IN OUTCROPPING BEDROCK ON A SLANT IN
 RC2324'THE W WALL OF THE BLUFF, STAMPED BACKBONE NO.2 1939.
 RC2324'
 RC2324'STATION CAN BE REACHED FROM WYETH DEPOT AS FOLLOWS--GO E ON
 RC2324'U.S. HIGHWAY 30 2.2 MILES TO SUMMIT CREEK AND END OF TRUCK
 RC2324'TRAVEL.  GO W ABOUT 50 YARDS, FOLLOW UP E SIDE OF SLIDE, JUST W
 RC2324'OF TIMBER AND BRUSH CROSSING OLD HIGHWAY.  CONTINUE UP SLIDE FOR
 RC2324'ABOUT 100 YARDS OR POSSIBLY A FEW YARDS MORE TO GAIN ELEVATION
 RC2324'AND THEN TURN E ABOUT 50 YARDS TO PROMINENT POINT AND STATION.
 RC2324'REMAINS OF OLD SIGNAL AND LUMBER STILL REMAIN AT STATION.
 RC2324'
 RC2324'THE DISTANCES AND DIRECTIONS WERE VERIFIED.
 RC2324
 RC2324                          STATION RECOVERY (1959)
 RC2324
 RC2324'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LGT)
 RC2324'RECOVERED IN GOOD CONDITION, ABOUT 2 MILES EAST OF WYETH, ABOUT
 RC2324'3/4 MILES WEST OF THE MOUTH OF LINDSEY CREEK, ABOUT 0.2 MILE
 RC2324'NORTH OF THE MOUTH OF SUMMIT CREEK, ABOUT 500 FEET HIGHER THAN
 RC2324'U.S. HIGHWAY 30, ABOUT 100 FEET SOUTH OF AND ABOUT 75 FEET HIGHER
 RC2324'THAN A SKELETON STEEL TOWER THAT SUPPORTS A POWER, TRANSMISSION
 RC2324'LINE, ON PROMINENT NARROW ROCKY RIDGE.
 RC2324'
 RC2324'THE STATION IS A STANDARD DISK STAMPED BACKBONE 1939 SET IN
 RC2324'BEDROCK, 4 INCHES BELOW THE SURFACE OF THE GROUND.
 RC2324'
 RC2324'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BACKBONE NO 1 1939
 RC2324'SET ON A SLANT IN A DRILL HOLE, ON THE STEEP WEST SLOPE OF THE
 RC2324'ROCKY RIDGE.  IT IS ABOUT 10 FEET LOWER IN ELEVATION THAN THE
 RC2324'STATION.  IT IS NORTH-NORTHWEST OF THE STATION.
 RC2324'
 RC2324'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BACKBONE NO 2 1939
 RC2324'SET VERTICALLY IN A DRILL HOLE, ON THE WEST FACE OF THE ROCKY
 RC2324'RIDGE.  IT IS SOUTHWEST OF THE STATION AND ABOUT 10 FEET LOWER
 RC2324'IN ELEVATION THAN THE STATION.
 RC2324'
 RC2324'TO REACH FROM THE POST OFFICE IN CASCADE LOCKS, OREGON, GO EAST
 RC2324'ON U.S. HIGHWAY 30 FOR 9.3 MILES TO SUMMIT CREEK.  PARK THE TRUCK
 RC2324'AND PACK WEST ALONG THE OLD HIGHWAY FOR ABOUT 50 YARDS (PASSING A
 RC2324'BRONZE PLAQUE SET VERTICALLY IN A ROCK SURFACE), THEN PACK SOUTH
 RC2324'(UPHILL) ALONG THE EAST EDGE OF THE STEEP ROCKY SLIDE AREA TO THE
 RC2324'EAST END OF AN OLD ROCK WALL THAT SUPPORTS THE NORTH SIDE OF AN
 RC2324'ABANDONED ROAD, CONTINUE TO PACK SOUTHWEST ALONG TRAIL UP SLIDE
 RC2324'AREA FOR ABOUT 100 YARDS TO A FORK, TAKE LEFT FORK AND PACE
 RC2324'SOUTHEAST FOR ABOUT 150 YARDS TO THE BASE OF THE ROCKY RIDGE,
 RC2324'PACK SOUTHWARD ALONG EAST EDGE OF SLIDE AREA TO A SADDLE,
 RC2324'SWING NORTHWARD ALONG THE TOP ON THE SHORT NARROW RIDGE AND
 RC2324'STATION ON THE HIGHEST POINT.  ABOUT A 25 MINUTE PACK.
 RC2324
 RC2324                          STATION RECOVERY (1965)
 RC2324
 RC2324'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (PAS)
 RC2324'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 RC2324'WERE RECOVERED AS DESCRIBED.  A ROCK CAIRN WAS BUILT OVER THE
 RC2324'STATION MARK.  THE DEPOT AT WYETH HAS BEEN REMOVED.  A NEW TO
 RC2324'REACH FOLLOWS.
 RC2324'
 RC2324'TO REACH THE STATION FROM THE HOOD RIVER POST OFFICE GO WEST ON
 RC2324'CASCADE AVENUE FOR 1.8 MILES TO INTERSTATE 80 N, CONTINUE WEST
 RC2324'ON INTERSTATE 80 N FOR 8.2 MILES TO THE BRIDGE OVER LINDSEY CREEK,
 RC2324'CONTINUE WEST ON INTERSTATE 80 N FOR 0.85 MILE TO THE REMAINS
 RC2324'OF THE OLD HIGHWAY AND A HISTORIC MARKER ON THE LEFT, TURN LEFT
 RC2324'ON THE OLD ROAD AND GO 50 FEET TO THE END OF TRUCK TRAVEL.  FROM
 RC2324'HERE PACK UP THE EAST SIDE OF THE SLIDE, JUST WEST OF THE
 RC2324'TIMBER AND BRUSH CROSSING THE OLD HIGHWAY.  CONTINUE UP THE
 RC2324'SLIDE FOR ABOUT 100 YARDS, THEN WORK YOUR WAY EAST THRU THE
 RC2324'BRUSH FOR ABOUT 50 YARDS TO THE STATION.  LENGTH OF PACK IS
 RC2324'ABOUT 1/4 HOUR.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB1315 ***********************************************************************
 RB1315  DESIGNATION -  BADE
 RB1315  PID         -  RB1315
 RB1315  STATE/COUNTY-  OR/UMATILLA
 RB1315  USGS QUAD   -  MILTON-FREEWATER (1978)
 RB1315
 RB1315                         *CURRENT SURVEY CONTROL
 RB1315  ___________________________________________________________________
 RB1315* NAD 83(1991)-  45 55 29.42666(N)    118 25 55.77430(W)     ADJUSTED  
 RB1315* NAVD 88     -       446.5    (meters)    1465.     (feet)  VERTCON   
 RB1315  ___________________________________________________________________
 RB1315  LAPLACE CORR-           7.25  (seconds)                    DEFLEC99
 RB1315  GEOID HEIGHT-         -20.68  (meters)                     GEOID03
 RB1315  HORZ ORDER  -  SECOND
 RB1315
 RB1315.The horizontal coordinates were established by classical geodetic methods
 RB1315.and adjusted by the National Geodetic Survey in October 1991.
 RB1315
 RB1315.The NAVD 88 height was computed by applying the VERTCON shift value to
 RB1315.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RB1315
 RB1315.The Laplace correction was computed from DEFLEC99 derived deflections.
 RB1315
 RB1315.The geoid height was determined by GEOID03.
 RB1315
 RB1315;                    North         East     Units Scale Factor Converg.
 RB1315;SPC OR N     -   252,993.353 2,660,378.051   MT  0.99998176   +1 27 59.3
 RB1315;SPC OR N     -   830,030.69  8,728,274.45   iFT  0.99998176   +1 27 59.3
 RB1315;SPC WA S     -    67,848.630   660,376.991   MT  0.99998051   +1 30 07.5
 RB1315;SPC WA S     -   222,600.05  2,166,586.84   sFT  0.99998051   +1 30 07.5
 RB1315;UTM  11      - 5,086,694.001   388,954.876   MT  0.99975159   -1 01 44.4
 RB1315
 RB1315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RB1315!SPC OR N     -   0.99993325  x   0.99998176  =   0.99991501
 RB1315!SPC WA S     -   0.99993325  x   0.99998051  =   0.99991376
 RB1315!UTM  11      -   0.99993325  x   0.99975159  =   0.99968486
 RB1315
 RB1315|---------------------------------------------------------------------|
 RB1315| PID    Reference Object                     Distance      Geod. Az  |
 RB1315|                                                           dddmmss.s |
 RB1315| CF4407 BADE RM 1                             7.182 METERS 08737     |
 RB1315| CF4406 BADE AZ MK                                         1402441.1 |
 RB1315| CF4408 BADE RM 2                             7.263 METERS 35651     |
 RB1315|---------------------------------------------------------------------|
 RB1315
 RB1315                          SUPERSEDED SURVEY CONTROL
 RB1315
 RB1315  NAD 83(1986)-  45 55 29.43099(N)    118 25 55.76661(W) AD(       ) 2
 RB1315  NAD 27      -  45 55 29.94782(N)    118 25 51.88135(W) AD(       ) 2
 RB1315  NGVD 29 (07/19/86)  445.5    (m)         1462.     (f) VERT ANG    3  
 RB1315
 RB1315.Superseded values are not recommended for survey control.
 RB1315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1315.See file dsdata.txt to determine how the superseded data were derived.
 RB1315
 RB1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL8895586694(NAD 83)
 RB1315_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RB1315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB1315
 RB1315  HISTORY     - Date     Condition        Report By
 RB1315  HISTORY     - 1963     MONUMENTED       CGS
 RB1315  HISTORY     - 1972     SEE DESCRIPTION  BPA
 RB1315
 RB1315                          STATION DESCRIPTION
 RB1315
 RB1315'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 RB1315'THE STATION IS LOCATED ABOUT 8 MILES NORTH-NORTHEAST OF ATHENA,
 RB1315'2 MILES SOUTHWEST OF MILTON FREEWATER, 3/4 MILE NORTH-NORTHWEST
 RB1315'OF BADE ON THE CREST OF A NORTHWEST-SOUTHEAST RIDGE.
 RB1315'
 RB1315'TO REACH THE STATION FROM THE CITY HALL IN MILTON FREEWATER,
 RB1315'GO SOUTHERLY ON STATE HIGHWAY 11 FOR 1.15 MILES TO A SIDE
 RB1315'ROAD RIGHT AT A SIGN BLUE MT. STATION.  TURN RIGHT AND FOLLOW
 RB1315'PAVED ROAD WESTERLY AND SOUTHERLY FOR 2.25 MILES TO A SIDE
 RB1315'ROAD LEADING SHARP RIGHT.  TURN SHARP RIGHT AND FOLLOW A
 RB1315'GRAVELLED ROAD NORTHWESTERLY FOR 1.25 MILES TO A GRAIN ELEVATOR
 RB1315'ON THE LEFT AT BADE.  CONTINUE NORTHWESTERLY FOR 2.15 MILES TO
 RB1315'A DIRT SIDE ROAD ON THE RIGHT.  TURN RIGHT AND FOLLOW THE DIRT
 RB1315'ROAD UP THE SIDE OF THE RIDGE FOR 0.35 MILE TO A FORK.  TAKE
 RB1315'THE RIGHT FORK AND FOLLOW A TRACK ROAD EASTERLY ALONG THE RIDGE
 RB1315'FOR 1.5 MILES TO THE CREST AND STATION.  TO REACH THE AZIMUTH
 RB1315'MARK, CONTINUE SOUTHEASTERLY ON THE TRACK ROAD FOR 0.3 MILE TO
 RB1315'THE MARK ON THE LEFT.
 RB1315'
 RB1315'THE STATION MARK IS A STANDARD DISK, STAMPED BADE 1963, SET
 RB1315'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH PROJECTS 6
 RB1315'INCHES.  IT IS 26 FEET NORTHEAST OF THE CENTER OF THE TRACK ROAD,
 RB1315'18 FEET SOUTHWEST OF A FENCELINE AND 5.5 FEET NORTHEAST OF A
 RB1315'WITNESS POST.
 RB1315'
 RB1315'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BADE NO 1 1963,
 RB1315'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH PROJECTS
 RB1315'2 INCHES.  IT IS 41 FEET NORTHEAST OF THE CENTER OF THE TRACK
 RB1315'ROAD, 1 FOOT SOUTHWEST OF THE FENCELINE AND ABOUT THE SAME
 RB1315'ELEVATION AS THE STATION.
 RB1315'
 RB1315'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BADE NO 2 1963,
 RB1315'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH PROJECTS
 RB1315'2 INCHES.  IT IS 43 FEET NORTHEAST OF THE CENTER OF THE TRACK
 RB1315'ROAD, 1 FOOT SOUTHWEST OF THE FENCELINE AND ABOUT 6 INCHES LOWER
 RB1315'THAN THE STATION.
 RB1315'
 RB1315'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BADE 1963, SET
 RB1315'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH IS FLUSH
 RB1315'WITH THE GROUND.  IT IS 49 FEET NORTHEAST OF THE CENTER OF
 RB1315'THE TRACK ROAD, 2.5 FEET EAST OF A WITNESS POST AND 1 FOOT
 RB1315'SOUTHWEST OF THE FENCELINE.
 RB1315
 RB1315                          STATION RECOVERY (1972)
 RB1315
 RB1315'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1972 (DL)
 RB1315'BADE 1963 THE STATION MARK, REFERENCE MARK 2 AND AZIMUTH MARK
 RB1315'WERE FOUND IN GOOD CONDITION.
 RB1315'
 RB1315'THE STATION MARK, RM 2 AND AZIMUTH MARK WERE FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0543 ***********************************************************************
 QD0543  DESIGNATION -  BADGER
 QD0543  PID         -  QD0543
 QD0543  STATE/COUNTY-  OR/WASCO
 QD0543  USGS QUAD   -  HEHE BUTTE (1982)
 QD0543
 QD0543                         *CURRENT SURVEY CONTROL
 QD0543  ___________________________________________________________________
 QD0543* NAD 83(1991)-  44 53 12.65819(N)    121 26 00.87585(W)     ADJUSTED  
 QD0543* NAVD 88     -       797.944  (meters)    2617.92   (feet)  ADJUSTED  
 QD0543  ___________________________________________________________________
 QD0543  LAPLACE CORR-          -2.52  (seconds)                    DEFLEC99
 QD0543  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 QD0543  DYNAMIC HT  -         797.750 (meters)    2617.28  (feet)  COMP
 QD0543  MODELED GRAV-     980,346.9   (mgal)                       NAVD 88
 QD0543
 QD0543  HORZ ORDER  -  SECOND
 QD0543  VERT ORDER  -  SECOND    CLASS 0
 QD0543
 QD0543.The horizontal coordinates were established by classical geodetic methods
 QD0543.and adjusted by the National Geodetic Survey in October 1991.
 QD0543
 QD0543.The orthometric height was determined by differential leveling
 QD0543.and adjusted in June 1991.
 QD0543.WARNING-Repeat measurements at this control monument indicate possible
 QD0543.vertical movement.
 QD0543
 QD0543.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD0543
 QD0543.The geoid height was determined by GEOID03.
 QD0543
 QD0543.The dynamic height is computed by dividing the NAVD 88
 QD0543.geopotential number by the normal gravity value computed on the
 QD0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0543.degrees latitude (g = 980.6199 gals.).
 QD0543
 QD0543.The modeled gravity was interpolated from observed gravity values.
 QD0543
 QD0543;                    North         East     Units Scale Factor Converg.
 QD0543;SPC OR N     -   136,014.445 2,426,254.231   MT  0.99990662   -0 39 43.5
 QD0543;SPC OR N     -   446,241.62  7,960,151.68   iFT  0.99990662   -0 39 43.5
 QD0543;UTM  10      - 4,971,574.404   623,700.958   MT  0.99978816   +1 06 20.1
 QD0543
 QD0543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD0543!SPC OR N     -   0.99987827  x   0.99990662  =   0.99978490
 QD0543!UTM  10      -   0.99987827  x   0.99978816  =   0.99966645
 QD0543
 QD0543|---------------------------------------------------------------------|
 QD0543| PID    Reference Object                     Distance      Geod. Az  |
 QD0543|                                                           dddmmss.s |
 QD0543| QD0542 BADGER RM 1                          19.827 METERS 03739     |
 QD0543| QD0541 BADGER RM 2                          20.482 METERS 13857     |
 QD0543| QD1738 SHITIKE BUTTE LOOKOUT TOWER         APPROX.21.1 KM 2214237.9 |
 QD0543| QD1737 LOOKOUT BUTTE LOOKOUT               APPROX.20.7 KM 2471003.2 |
 QD0543| DG6459 BADGER AZ MK                                       2554440.8 |
 QD0543| RC2248 BEAVER BUTTE LOOKOUT HOUSE          APPROX.22.8 KM 3274316.5 |
 QD0543|---------------------------------------------------------------------|
 QD0543
 QD0543                          SUPERSEDED SURVEY CONTROL
 QD0543
 QD0543  NAD 83(1986)-  44 53 12.66962(N)    121 26 00.87890(W) AD(       ) 2
 QD0543  NAD 27      -  44 53 13.25500(N)    121 25 56.66200(W) AD(       ) 2
 QD0543  NGVD 29 (??/??/92)  796.869  (m)         2614.39   (f) ADJ UNCH    2 0
 QD0543
 QD0543.Superseded values are not recommended for survey control.
 QD0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0543.See file dsdata.txt to determine how the superseded data were derived.
 QD0543
 QD0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ2370171574(NAD 83)
 QD0543_MARKER: DS = TRIANGULATION STATION DISK
 QD0543_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QD0543_SP_SET: IRON PIPE
 QD0543_STAMPING: BADGER 1946
 QD0543_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0543
 QD0543  HISTORY     - Date     Condition        Report By
 QD0543  HISTORY     - 1946     MONUMENTED       CGS
 QD0543  HISTORY     - 1949     GOOD             NGS
 QD0543  HISTORY     - 1959     SEE DESCRIPTION  BPA
 QD0543  HISTORY     - 1974     SEE DESCRIPTION  NGS
 QD0543  HISTORY     - 19960928 GOOD             USPSQD
 QD0543
 QD0543                          STATION DESCRIPTION
 QD0543
 QD0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 QD0543'THE STATION IS LOCATED ON THE OPEN PRARIE ABOUT 15 MILES WEST OF
 QD0543'THE DESCHUTES RIVER, ABOUT 11 MILES WEST OF WARM SPRINGS, ABOUT
 QD0543'4.0 MILES WEST OF THE JUNCTION OF MILL CREEK AND WARM SPRINGS
 QD0543'RIVER, ABOUT 0.2 MILE EAST OF A WIRE FENCE AND 97 FEET WEST OF
 QD0543'THE CUT EDGE OF A HIGHWAY WHICH IS UNDER CONSTRUCTION.
 QD0543'
 QD0543'TO REACH FROM THE ENTRANCE GATE OF THE WARM SPRINGS INDIAN
 QD0543'AGENCY HEADQUARTERS.  GO WEST ON THE MAIN HIGHWAY FOR 16.3 MILES
 QD0543'TO A POINT WHERE THE HIGHWAY ENTERS A LANE, TURN RIGHT, EAST,
 QD0543'AND FOLLOW A TRACK ROAD FOR 1.9 MILES TO SECTION CORNER 8, 9, 17,
 QD0543'16, T 8 - R 11.  FROM THIS POINT GO EAST NORTHEAST ON THE TRACK
 QD0543'ROAD FOR 0.3 MILE TO THE STATION WHICH IS LOCATED ON THE HIGHEST
 QD0543'GROUND IN THE VICINITY.
 QD0543'
 QD0543'THE STATION IS A STANDARD DISK, STAMPED BADGER 1946, BRAZED TO
 QD0543'THE TOP OF A 3 INCH CAST IRON SOIL PIPE WHICH PROJECTS ABOUT 4
 QD0543'INCHES.
 QD0543'
 QD0543'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED BADGER NO 1
 QD0543'1946, BRAZED TO THE TOP OF A 3 INCH CAST IRON SOIL PIPE WHICH
 QD0543'PROJECTS ABOUT 8 INCHES AND IS LEVEL WITH THE STATION.  THE MARK
 QD0543'IS LOCATED 42 FEET WEST OF THE EDGE OF THE HIGHWAY CUT.
 QD0543'
 QD0543'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED BADGER NO 2
 QD0543'1946, BRAZED TO THE TOP OF A 3 INCH CAST IRON SOIL PIPE WHICH
 QD0543'PROJECTS ABOUT 10 INCHES AND IS ABOUT 3 FEET LOWER THAN THE
 QD0543'STATION.  THE MARK IS LOCATED 67 FEET WEST OF THE EDGE OF THE
 QD0543'HIGHWAY CUT BANK.
 QD0543'
 QD0543'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BADGER 1946, BRAZED
 QD0543'TO THE TOP OF A 3 INCH CAST IRON SOIL PIPE WHICH PROJECTS ABOUT
 QD0543'3 INCHES AND IS LOCATED ABOUT 1.0 MILE WEST SOUTHWEST OF THE
 QD0543'STATION, 158.5 FEET EAST OF A CORNER POST OF A FENCE JUNCTION,
 QD0543'30 FEET NORTH OF THE CENTER OF A TRACK ROAD, 5 FEET NORTH OF A
 QD0543'FENCE AND 3 FEET EAST OF A WHITE POST.
 QD0543
 QD0543                          STATION RECOVERY (1949)
 QD0543
 QD0543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 QD0543'12.4 MI NW FROM WARM SPRINGS.
 QD0543'12.4 MILES NORTHWEST ALONG STATE HIGHWAY 52 FROM WARM SPRINGS AGENCY
 QD0543'AT WARM SPRINGS, ON WARM SPRINGS INDIAN RESERVATION, ON THE TOP OF A
 QD0543'SMALL KNOLL, AT A SHORT DEEP CUT, 159.0 FEET SOUTHWEST OF THE CENTER
 QD0543'LINE OF THE HIGHWAY, 67.2 FEET WEST OF RM 2, 65.1 FEET SOUTH OF RM 1,
 QD0543'ABOUT 20 FEET HIGHER THAN THE HIGHWAY, AND BRAZED ON THE TOP OF A 3
 QD0543'1/2-INCH IRON PIPE PROJECTING 0.3 FOOT ABOVE THE GROUND.
 QD0543
 QD0543                          STATION RECOVERY (1959)
 QD0543
 QD0543'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1959
 QD0543'TO REACH FROM THE ENTRANCE GATE OF THE WARM SPRINGS INDIAN AGENCY
 QD0543'HEADQUARTERS, GO WEST ON U.S. HIGHWAY 26 FOR 13.0 MILES.  (THIS IS
 QD0543'JUST THROUGH N. OF A CUT WHICH IS 2.0 MILES NORTHWEST OF MILL
 QD0543'CREEK BRIDGE).  TURN LEFT W. OFF HIGHWAY AND THROUGH R/W GATE.
 QD0543'THEN TURN LEFT SOUTHERLY ALONG R/W FENCE 0.2 MILE TO TOP OF KNOLL
 QD0543'AND STATION AS DESCRIBED.  TO REACH THE AZIMUTH MARK FROM THE
 QD0543'GATE IN THE R/W FENCE GO SOUTHWESTERLY AND WEST ON TRACK ROAD
 QD0543'FOR 1.1 MILE TO AZIMUTH MARK AS DESCRIBED.
 QD0543
 QD0543                          STATION RECOVERY (1974)
 QD0543
 QD0543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 QD0543'PREVIOUS DESCRIPTION FOUND ON PAGES 17, AND 35 OF BOOK NO. 907.
 QD0543'
 QD0543'THE STATION MARK, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK
 QD0543'WAS RECOVERED IN GOOD CONDITION.  A DIFFERENCE WAS FOUND IN THE
 QD0543'HORIZONTAL ANGLE BETWEEN THE REFERENCE MARKS.  THE CARDINAL
 QD0543'DIRECTION TO REFERENCE MARK NO. 1 IS NORTH-NORTHEAST INSTEAD OF
 QD0543'NORTHWEST.  THE ORIGINAL DESCRIPTION IS OBSOLETE.  A NEW AND
 QD0543'COMPLETE DESCRIPTION FOLLOWS.
 QD0543'
 QD0543'TO REACH THE STATION FROM THE WARM SPRINGS POST OFFICE GO
 QD0543'NORTHEAST FOR 0.05 MILE TO U.S. HIGHWAY 26, TURN LEFT, AND GO
 QD0543'NORTHWEST ON U.S. HIGHWAY 26 FOR 12.6 MILES TO MILEPOST NO. 91,
 QD0543'AND THE STATION ON THE LEFT, WHERE THE HIGHWAY PASSES THRU A CUT.
 QD0543'
 QD0543'THE STATION MARK, STAMPED BADGER 1946, IS A STANDARD DISK ON A
 QD0543'PIPE THAT PROJECTS 3-INCHES, 115 FEET SOUTH OF POWER POLE
 QD0543'NO. 094201, 105 FEET SOUTHWEST OF THE TOP OF THE CUT BANK ABOVE
 QD0543'THE HIGHWAY, 55 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE LINE,
 QD0543'AND 1.5 FEET EAST OF A METAL WITNESS POST.
 QD0543'
 QD0543'REFERENCE MARK NO. 1, STAMPED BADGER NO 1 1946, IS A STANDARD
 QD0543'DISK ON A PIPE THAT PROJECTS 5-INCHES, 42 FEET SOUTHWEST OF THE
 QD0543'TOP OF THE CUT BANK ABOVE THE HIGHWAY, AND 7.5 FEET NORTHEAST OF
 QD0543'THE RIGHT-OF-WAY FENCE LINE.
 QD0543'
 QD0543'REFERENCE MARK NO. 2, STAMPED BADGER NO 2 1946, IS A STANDARD
 QD0543'DISK ON A PIPE THAT PROJECTS 6-INCHES, 18 FEET SOUTHWEST OF THE
 QD0543'RIGHT-OF-WAY FENCE LINE, AND 2 FEET LOWER THAN THE STATION.
 QD0543'
 QD0543'TO REACH THE AZIMUTH MARK FROM THE STATION HIKE WEST-SOUTHWEST
 QD0543'ACROSS THE RANGE LAND FOR 1 MILE TO THE AZIMUTH MARK.
 QD0543'
 QD0543'THE AZIMUTH MARK, STAMPED BADGER 1946, IS A STANDARD DISK ON A
 QD0543'PIPE THAT PROJECTS 3-INCHES, 160 FEET EAST OF THE REMAINS OF AN
 QD0543'OLD T FENCE CORNER, 5 FEET NORTH OF THE REMAINS OF AN OLD FENCE,
 QD0543'AND 1 FOOT NORTHEAST OF A METAL WITNESS POST.
 QD0543'
 QD0543'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QD0543'12 MILES NORTHWEST OF WARM SPRINGS.
 QD0543
 QD0543                          STATION RECOVERY (1996)
 QD0543
 QD0543'RECOVERY NOTE BY US POWER SQUADRON 1996
 QD0543'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1230 ***********************************************************************
 QD1230  DESIGNATION -  BADGER
 QD1230  PID         -  QD1230
 QD1230  STATE/COUNTY-  OR/WASCO
 QD1230  USGS QUAD   -  CLARNO (1988)
 QD1230
 QD1230                         *CURRENT SURVEY CONTROL
 QD1230  ___________________________________________________________________
 QD1230* NAD 83(1991)-  44 57 14.33352(N)    120 29 18.57759(W)     ADJUSTED  
 QD1230* NAVD 88     -       413.802  (meters)    1357.62   (feet)  ADJUSTED  
 QD1230  ___________________________________________________________________
 QD1230  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 QD1230  GEOID HEIGHT-         -20.52  (meters)                     GEOID03
 QD1230  DYNAMIC HT  -         413.731 (meters)    1357.38  (feet)  COMP
 QD1230  MODELED GRAV-     980,435.6   (mgal)                       NAVD 88
 QD1230
 QD1230  HORZ ORDER  -  THIRD
 QD1230  VERT ORDER  -  SECOND    CLASS 0
 QD1230
 QD1230.The horizontal coordinates were established by classical geodetic methods
 QD1230.and adjusted by the National Geodetic Survey in October 1991.
 QD1230
 QD1230.The orthometric height was determined by differential leveling
 QD1230.and adjusted in June 1991.
 QD1230
 QD1230.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1230
 QD1230.The geoid height was determined by GEOID03.
 QD1230
 QD1230.The dynamic height is computed by dividing the NAVD 88
 QD1230.geopotential number by the normal gravity value computed on the
 QD1230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1230.degrees latitude (g = 980.6199 gals.).
 QD1230
 QD1230.The modeled gravity was interpolated from observed gravity values.
 QD1230
 QD1230;                    North         East     Units Scale Factor Converg.
 QD1230;SPC OR N     -   143,048.104 2,500,907.866   MT  0.99990157   +0 00 29.4
 QD1230;SPC OR N     -   469,317.93  8,205,078.30   iFT  0.99990157   +0 00 29.4
 QD1230;UTM  10      - 4,980,907.022   698,103.684   MT  1.00008260   +1 46 30.2
 QD1230
 QD1230!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1230!SPC OR N     -   0.99993834  x   0.99990157  =   0.99983992
 QD1230!UTM  10      -   0.99993834  x   1.00008260  =   1.00002094
 QD1230
 QD1230:                Primary Azimuth Mark                     Grid Az
 QD1230:SPC OR N     -  BADGER AZ MK                             159 37 17.9
 QD1230:UTM  10      -  BADGER AZ MK                             157 51 17.1
 QD1230
 QD1230|---------------------------------------------------------------------|
 QD1230| PID    Reference Object                     Distance      Geod. Az  |
 QD1230|                                                           dddmmss.s |
 QD1230| QD0137 BADGER AZ MK                                       1593747.3 |
 QD1230| QD1231 BADGER RM 1                          10.552 METERS 17853     |
 QD1230| QD1232 BADGER RM 2                          15.890 METERS 28548     |
 QD1230|---------------------------------------------------------------------|
 QD1230
 QD1230                          SUPERSEDED SURVEY CONTROL
 QD1230
 QD1230  NAD 83(1986)-  44 57 14.34335(N)    120 29 18.57473(W) AD(       ) 3
 QD1230  NAD 27      -  44 57 14.88100(N)    120 29 14.45900(W) AD(       ) 3
 QD1230  NGVD 29 (??/??/92)  412.72   (m)         1354.1    (f) COMPUTED    2 0
 QD1230
 QD1230.Superseded values are not recommended for survey control.
 QD1230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1230.See file dsdata.txt to determine how the superseded data were derived.
 QD1230
 QD1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ9810480907(NAD 83)
 QD1230_MARKER: DS = TRIANGULATION STATION DISK
 QD1230_SETTING: 80 = SET IN A BOULDER
 QD1230_SP_SET: BOULDER
 QD1230_STAMPING: BADGER 1946
 QD1230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD1230+STABILITY: SURFACE MOTION
 QD1230
 QD1230  HISTORY     - Date     Condition        Report By
 QD1230  HISTORY     - 1946     MONUMENTED       CGS
 QD1230  HISTORY     - 1946     GOOD             CGS
 QD1230  HISTORY     - 1977     SEE DESCRIPTION  NGS
 QD1230  HISTORY     - 1977     GOOD             NGS
 QD1230
 QD1230                          STATION DESCRIPTION
 QD1230
 QD1230'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 QD1230'THE STATION IS LOCATED ABOUT THREE MILES NORTH-NORTHWEST OF THE
 QD1230'BRIDGE ACROSS THE JOHN DAY RIVER AT CLARNO AND ABOUT 11.0 MILES
 QD1230'EAST-NORTHEAST OF ANTELOPE ON THE SOUTH EAST END OF A SMALL
 QD1230'ROCKY RIDGE WHICH EXTENDS DOWN THE JOHN DAY RIVER.  IT IS ABOUT
 QD1230'300 FEET WEST OF THE RIVER ROAD AND ABOUT 0.5 MILE NORTH
 QD1230'NORTHWEST OF AN OLD SHACK AT THE AZIMUTH MARK AND 0.6 MILE SOUTH
 QD1230'OF AN OLD ABANDONED FARMHOUSE.  THE DISK IS SET IN A LARGE ROCK
 QD1230'ABOUT 18 BY 36 INCHES, PROJECTING 10 INCHES.  IT IS STAMPED
 QD1230'BADGER 1946 AND SET FLUSH WITH THE ROCK SURFACE.
 QD1230'
 QD1230'THE AZIMUTH MARK IS ABOUT 0.5 MILE SOUTH SOUTHEAST OF THE
 QD1230'STATION, SET 2 FEET NORTH-WEST OF THE NORTHWEST CORNER OF THE OLD
 QD1230'SHACK, 20 FEET SOUTHEAST OF THE CENTER OF THE RIVER ROAD AND 2
 QD1230'FEET NORTHWEST OF A 4 BY 4 INCH WITNESS POST.  THE DISK IS STAMPED
 QD1230'BADGER 1946 AND PROJECTS 2 INCHES.  TO REACH FROM THE STATION, GO
 QD1230'SOUTH ON RIVER ROAD TO OLD SHACK ON LEFT, AND MARK AS DESCRIBED.
 QD1230'
 QD1230'REFERENCE MARK NUMBER 1 IS SOUTH OF THE STATION, SET IN THE
 QD1230'BEDROCK OUTCROP.  THE DISK IS STAMPED BADGER NO.1 1946 AND IS
 QD1230'SET FLUSH WITH THE ROCK SURFACE.
 QD1230'
 QD1230'REFERENCE MARK NO.2 IS WEST-NORTH-WEST OF THE STATION, SET IN
 QD1230'THE BEDROCK OUTCROP.  THE DISK IS STAMPED BADGER NO.2 1946 AND
 QD1230'IS SET FLUSH WITH THE ROCK SURFACE.
 QD1230'
 QD1230'SUBSTITUTE STATION IS THE CENTER OF ONE OF THE SMALL JUNIPER
 QD1230'TREES.
 QD1230'
 QD1230'TO REACH THE STATION FROM THE BRIDGE ACROSS THE JOHN DAY RIVER IN
 QD1230'CLARNO, GO WEST ON GRAVEL ROAD FOR 0.2 MILE TO THE GRANGE HALL ON
 QD1230'THE RIGHT AND A SIDE ROAD RIGHT, DOWN THE WEST SIDE OF THE JOHN
 QD1230'DAY RIVER, TURN RIGHT AND FOLLOW THE RIVER ROAD FOR 1.2 MILES TO
 QD1230'RANCH HOUSE ON THE RIGHT, CONTINUE NORTH FOR 1.75 MILES TO AN OLD
 QD1230'SHACK ON THE RIGHT (AZIMUTH MARK AT THIS POINT) CONTINUE NORTH
 QD1230'ON THE RIVER ROAD FOR 0.65 MILE TO WHERE THE ROAD MAKES A LEFT
 QD1230'TURN AROUND THE POINT OF A SMALL ROCKY RIDGE.  FROM THIS
 QD1230'POINT PICK WAY UP IN A NORTH WESTERLY DIRECTION FOR ABOUT 300
 QD1230'FEET AND STATION AS DESCRIBED.
 QD1230'
 QD1230'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 QD1230
 QD1230                          STATION RECOVERY (1946)
 QD1230
 QD1230'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 QD1230'6.1 MI N FROM CLARNO.
 QD1230'ABOUT 6.1 MILES NORTH ALONG A DIRT ROAD RUNNING PARALLEL WITH THE JOHN
 QD1230'DAY RIVER FROM THE POST OFFICE AT CLARNO, SET IN THE TOP OF A SMALL
 QD1230'BOULDER ON THE TOP OF A VERY ROCKY KNOLL, 0.1 MILE SOUTH OF A
 QD1230'RANCHHOUSE, 280 FEET SOUTHWEST OF THE CENTERLINE OF A DIRT ROAD, ABOUT
 QD1230'39 FEET ABOVE THE IMMEDIATE ROAD LEVEL, 35 FEET SOUTHWEST OF A SMALL
 QD1230'JUNIPER TREE, ABOUT 0.8 FOOT ABOVE THE IMMEDIATE GROUND LEVEL.
 QD1230
 QD1230                          STATION RECOVERY (1977)
 QD1230
 QD1230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 QD1230'THE STATION MARK, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK WERE
 QD1230'RECOVERED IN GOOD CONDITION.  LANDMARKS HAVE CHANGED.  A NEW AND
 QD1230'COMPLETE DESCRIPTION FOLLOWS.
 QD1230'
 QD1230'THE STATION IS 3 MILES NORTH-NORTHWEST OF CLARNO, AND 1/4 MILE
 QD1230'WEST OF THE JOHN DAY RIVER, ON RANGE LAND.
 QD1230'
 QD1230'TO REACH THE STATION FROM THE WEST END OF THE BRIDGE OVER THE
 QD1230'JOHN DAY RIVER AT CLARNO, GO WEST ON STATE HIGHWAY 218 FOR 0.1
 QD1230'MILE TO A SIDE ROAD RIGHT, JUST AFTER PASSING THE GRANGE HALL,
 QD1230'TURN RIGHT, AND GO NORTH ON THE MAIN TRAVELED ROAD FOR 1.2 MILES
 QD1230'TO A SET OF RANCH BUILDINGS ON THE RIGHT, CONTINUE ON THE RIVER
 QD1230'ROAD FOR 1.8 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 QD1230'ON THE RIVER ROAD FOR 0.55 MILE, HERE LEAVE THE ROAD BY TURNING
 QD1230'LEFT, AND PICK YOUR WAY THRU THE ROCKS FOR 0.05 MILE TO THE
 QD1230'STATION.
 QD1230'
 QD1230'THE STATION MARK, STAMPED BADGER 1946, IS A STANDARD DISK
 QD1230'CEMENTED IN A DRILL HOLE IN A 1-1/2 BY 2-1/2 FOOT BOULDER THAT
 QD1230'PROJECTS 5-INCHES, 250 FEET EAST OF THE POWER LINE, AND 3 FEET
 QD1230'SOUTH OF A ROCK CAIRN.  (NOTE 4)
 QD1230'
 QD1230'REFERENCE MARK NO. 1, STAMPED BADGER NO 1 1946, IS A STANDARD
 QD1230'DISK CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS 3-INCHES,
 QD1230'1 FOOT NORTH OF A ROCK CAIRN, AND 2 FEET LOWER THAN THE
 QD1230'STATION.  (NOTE 12A)
 QD1230'
 QD1230'REFERENCE MARK NO. 2, STAMPED BADGER NO 2 1946, IS A STANDARD
 QD1230'DISK CEMENTED IN A DRILL HOLE IN A 2 BY 2 FOOT BOULDER THAT
 QD1230'PROJECTS 6-INCHES, 1 FOOT EAST OF A ROCK CAIRN, AND 1 FOOT HIGHER
 QD1230'THAN THE STATION.  (NOTE 12C)
 QD1230'
 QD1230'THE AZIMUTH MARK, STAMPED BADGER 1946, IS A STANDARD DISK SET IN
 QD1230'A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2-INCHES, 200
 QD1230'FEET WEST OF THE TOP OF THE BANK ABOVE THE JOHN DAY RIVER, 100
 QD1230'FEET EAST OF THE ROAD ON THE OUTSIDE OF A CURVE, AND 1 FOOT NORTH
 QD1230'OF A METAL WITNESS POST.  (NOTE 16A)
 QD1230'
 QD1230'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QD1230'3 MILES NORTH-NORTHWEST OF CLARNO.
 QD1230
 QD1230                          STATION RECOVERY (1977)
 QD1230
 QD1230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 QD1230'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0137 ***********************************************************************
 QD0137  DESIGNATION -  BADGER AZ MK
 QD0137  PID         -  QD0137
 QD0137  STATE/COUNTY-  OR/WASCO
 QD0137  USGS QUAD   -  CLARNO (1988)
 QD0137
 QD0137                         *CURRENT SURVEY CONTROL
 QD0137  ___________________________________________________________________
 QD0137* NAD 83(1986)-  44 56 57.     (N)    120 29 08.     (W)     SCALED    
 QD0137* NAVD 88     -       395.188  (meters)    1296.55   (feet)  ADJUSTED  
 QD0137  ___________________________________________________________________
 QD0137  GEOID HEIGHT-         -20.52  (meters)                     GEOID03
 QD0137  DYNAMIC HT  -         395.121 (meters)    1296.33  (feet)  COMP
 QD0137  MODELED GRAV-     980,438.2   (mgal)                       NAVD 88
 QD0137
 QD0137  VERT ORDER  -  SECOND    CLASS 0
 QD0137
 QD0137.The horizontal coordinates were scaled from a topographic map and have
 QD0137.an estimated accuracy of +/- 6 seconds.
 QD0137
 QD0137.The orthometric height was determined by differential leveling
 QD0137.and adjusted in June 1991.
 QD0137
 QD0137.The geoid height was determined by GEOID03.
 QD0137
 QD0137.The dynamic height is computed by dividing the NAVD 88
 QD0137.geopotential number by the normal gravity value computed on the
 QD0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0137.degrees latitude (g = 980.6199 gals.).
 QD0137
 QD0137.The modeled gravity was interpolated from observed gravity values.
 QD0137
 QD0137;                    North         East    Units  Estimated Accuracy
 QD0137;SPC OR N     -   142,510.    2,501,140.      MT  (+/- 180 meters Scaled)
 QD0137
 QD0137                          SUPERSEDED SURVEY CONTROL
 QD0137
 QD0137  NGVD 29 (??/??/92)  394.109  (m)         1293.01   (f) ADJ UNCH    2 0
 QD0137
 QD0137.Superseded values are not recommended for survey control.
 QD0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0137.See file dsdata.txt to determine how the superseded data were derived.
 QD0137
 QD0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ983803(NAD 83)
 QD0137_MARKER: DZ = AZIMUTH MARK DISK
 QD0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD0137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QD0137_STAMPING: BADGER 1946
 QD0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0137+STABILITY: SURFACE MOTION
 QD0137
 QD0137  HISTORY     - Date     Condition        Report By
 QD0137  HISTORY     - 1946     MONUMENTED       CGS
 QD0137  HISTORY     - 1977     GOOD             NGS
 QD0137
 QD0137                          STATION DESCRIPTION
 QD0137
 QD0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 QD0137'5.5 MI N FROM CLARNO.
 QD0137'ABOUT 5.5 MILES NORTH ALONG A DIRT ROAD RUNNING PARALLEL WITH THE JOHN
 QD0137'DAY RIVER FROM THE POST OFFICE AT CLARNO, SET IN THE TOP OF A CONCRETE
 QD0137'POST ON A LARGE BARE FLAT, ON THE OUTSIDE OF A CURVE IN THE ROAD, 10
 QD0137'FEET NORTH OF THE CENTERLINE OF THE ROAD, 15 FEET WEST OF A WITNESS
 QD0137'POST, 1 FOOT WEST OF THE WEST OF CORNER OF A SMALL 10 BY 12 FRAME
 QD0137'CABIN, ABOUT THE SAME ELEVATION AS THE IMMEDIATE GROUND LEVEL.
 QD0137
 QD0137                          STATION RECOVERY (1977)
 QD0137
 QD0137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 QD0137'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2291 ***********************************************************************
 QE2291  DESIGNATION -  BADGER MTN ANTENNA
 QE2291  PID         -  QE2291
 QE2291  STATE/COUNTY-  OR/LANE
 QE2291  USGS QUAD   -  WALTON (1984)
 QE2291
 QE2291                         *CURRENT SURVEY CONTROL
 QE2291  ___________________________________________________________________
 QE2291* NAD 83(1991)-  44 03 02.45931(N)    123 30 10.28183(W)     ADJUSTED  
 QE2291* NAVD 88     -       559.     (meters)    1834.     (feet)  SCALED    
 QE2291  ___________________________________________________________________
 QE2291  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 QE2291  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 QE2291  HORZ ORDER  -  THIRD
 QE2291
 QE2291.The horizontal coordinates were established by classical geodetic methods
 QE2291.and adjusted by the National Geodetic Survey in October 1991.
 QE2291
 QE2291.The orthometric height was scaled from a topographic map.
 QE2291
 QE2291.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2291
 QE2291.The geoid height was determined by GEOID03.
 QE2291
 QE2291;                    North         East     Units Scale Factor Converg.
 QE2291;SPC OR S     -   269,149.095 1,259,405.834   MT  1.00001328   -2 03 15.8
 QE2291;SPC OR S     -   883,035.09  4,131,908.90   iFT  1.00001328   -2 03 15.8
 QE2291;UTM  10      - 4,877,625.037   459,718.280   MT  0.99961996   -0 20 58.7
 QE2291
 QE2291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2291!SPC OR S     -   0.99991592  x   1.00001328  =   0.99992920
 QE2291!UTM  10      -   0.99991592  x   0.99961996  =   0.99953591
 QE2291
 QE2291                          SUPERSEDED SURVEY CONTROL
 QE2291
 QE2291  NAD 83(1986)-  44 03 02.47438(N)    123 30 10.31444(W) AD(       ) 4
 QE2291  NAD 27      -  44 03 03.03322(N)    123 30 05.94813(W) AD(       ) 3
 QE2291
 QE2291.Superseded values are not recommended for survey control.
 QE2291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2291.See file dsdata.txt to determine how the superseded data were derived.
 QE2291
 QE2291_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP5971877625(NAD 83)
 QE2291_MARKER: 42 = RADIO/TV MAST
 QE2291
 QE2291  HISTORY     - Date     Condition        Report By
 QE2291  HISTORY     - 1980     FIRST OBSERVED   NGS
 QE2291
 QE2291                          STATION DESCRIPTION
 QE2291
 QE2291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 QE2291'THE STATION IS BADGER MOUNTAIN ANTENNA MAST
 QE2291'
 QE2291'THE STATION IS LOCATED ON BADGER MOUNTAIN, ABOUT 7-1/2 MILES WEST OF
 QE2291'VENETA.  IT IS A 3 LEGGED SKELETON STEEL TOWER WITH VARIOUS ANTENNAS
 QE2291'ON IT.  IT IS ABOUT 150 FEET HIGH, 38 FEET NORTH OF THE CENTERLINE OF
 QE2291'THE ROAD AND 11 FEET NORTHWEST OF THE NORTHWEST CORNER OF A SMALL
 QE2291'CONCRETE BLOCK BUILDING.  THE MAST RESTS ON A TRIANGULAR SHAPED
 QE2291'CONCRETE FOUNDATION ABOUT 20 INCHES ABOVE THE GROUND
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0542 ***********************************************************************
 QD0542  DESIGNATION -  BADGER RM 1
 QD0542  PID         -  QD0542
 QD0542  STATE/COUNTY-  OR/WASCO
 QD0542  USGS QUAD   -  HEHE BUTTE (1982)
 QD0542
 QD0542                         *CURRENT SURVEY CONTROL
 QD0542  ___________________________________________________________________
 QD0542* NAD 83(1986)-  44 53 12.     (N)    121 26 00.     (W)     SCALED    
 QD0542* NAVD 88     -       797.641  (meters)    2616.93   (feet)  ADJUSTED  
 QD0542  ___________________________________________________________________
 QD0542  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 QD0542  DYNAMIC HT  -         797.447 (meters)    2616.29  (feet)  COMP
 QD0542  MODELED GRAV-     980,346.9   (mgal)                       NAVD 88
 QD0542
 QD0542  VERT ORDER  -  SECOND    CLASS 0
 QD0542
 QD0542.The horizontal coordinates were scaled from a topographic map and have
 QD0542.an estimated accuracy of +/- 6 seconds.
 QD0542
 QD0542.The orthometric height was determined by differential leveling
 QD0542.and adjusted in June 1991.
 QD0542
 QD0542.The geoid height was determined by GEOID03.
 QD0542
 QD0542.The dynamic height is computed by dividing the NAVD 88
 QD0542.geopotential number by the normal gravity value computed on the
 QD0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0542.degrees latitude (g = 980.6199 gals.).
 QD0542
 QD0542.The modeled gravity was interpolated from observed gravity values.
 QD0542
 QD0542;                    North         East    Units  Estimated Accuracy
 QD0542;SPC OR N     -   135,990.    2,426,270.      MT  (+/- 180 meters Scaled)
 QD0542
 QD0542                          SUPERSEDED SURVEY CONTROL
 QD0542
 QD0542  NGVD 29 (??/??/92)  796.565  (m)         2613.40   (f) ADJ UNCH    2 0
 QD0542
 QD0542.Superseded values are not recommended for survey control.
 QD0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0542.See file dsdata.txt to determine how the superseded data were derived.
 QD0542
 QD0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ237715(NAD 83)
 QD0542_MARKER: DR = REFERENCE MARK DISK
 QD0542_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QD0542_SP_SET: IRON PIPE
 QD0542_STAMPING: BADGER NO 1 1946
 QD0542_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0542
 QD0542  HISTORY     - Date     Condition        Report By
 QD0542  HISTORY     - 1946     MONUMENTED       CGS
 QD0542  HISTORY     - 1949     GOOD             NGS
 QD0542  HISTORY     - 19960928 MARK NOT FOUND   USPSQD
 QD0542
 QD0542                          STATION DESCRIPTION
 QD0542
 QD0542'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 QD0542'12.4 MI NW FROM WARM SPRINGS.
 QD0542'12.4 MILES NORTHWEST ALONG STATE HIGHWAY 52 FROM WARM SPRINGS AGENCY
 QD0542'AT WARM SPRINGS, ON WARM SPRINGS INDIAN RESERVATION, AT A SHORT DEEP
 QD0542'CUT, 102.3 FEET NORTHWEST OF RM 2, 65.1 FEET NORTH OF BADGER, ABOUT 20
 QD0542'FEET HIGHER THAN THE HIGHWAY, AND BRAZED ON THE TOP OF A 3 1/2-INCH
 QD0542'IRON PIPE PROJECTING 0.4 FOOT ABOVE THE GROUND.
 QD0542
 QD0542                          STATION RECOVERY (1996)
 QD0542
 QD0542'RECOVERY NOTE BY US POWER SQUADRON 1996
 QD0542'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1231 ***********************************************************************
 QD1231  DESIGNATION -  BADGER RM 1
 QD1231  PID         -  QD1231
 QD1231  STATE/COUNTY-  OR/WASCO
 QD1231  USGS QUAD   -  CLARNO (1988)
 QD1231
 QD1231                         *CURRENT SURVEY CONTROL
 QD1231  ___________________________________________________________________
 QD1231* NAD 83(1986)-  44 57 13.     (N)    120 29 18.     (W)     SCALED    
 QD1231* NAVD 88     -       412.645  (meters)    1353.82   (feet)  ADJUSTED  
 QD1231  ___________________________________________________________________
 QD1231  GEOID HEIGHT-         -20.52  (meters)                     GEOID03
 QD1231  DYNAMIC HT  -         412.575 (meters)    1353.59  (feet)  COMP
 QD1231  MODELED GRAV-     980,436.5   (mgal)                       NAVD 88
 QD1231
 QD1231  VERT ORDER  -  SECOND    CLASS 0
 QD1231
 QD1231.The horizontal coordinates were scaled from a topographic map and have
 QD1231.an estimated accuracy of +/- 6 seconds.
 QD1231
 QD1231.The orthometric height was determined by differential leveling
 QD1231.and adjusted in June 1991.
 QD1231
 QD1231.The geoid height was determined by GEOID03.
 QD1231
 QD1231.The dynamic height is computed by dividing the NAVD 88
 QD1231.geopotential number by the normal gravity value computed on the
 QD1231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1231.degrees latitude (g = 980.6199 gals.).
 QD1231
 QD1231.The modeled gravity was interpolated from observed gravity values.
 QD1231
 QD1231;                    North         East    Units  Estimated Accuracy
 QD1231;SPC OR N     -   143,010.    2,500,920.      MT  (+/- 180 meters Scaled)
 QD1231
 QD1231                          SUPERSEDED SURVEY CONTROL
 QD1231
 QD1231  NGVD 29 (??/??/92)  411.56   (m)         1350.3    (f) COMPUTED    2 0
 QD1231
 QD1231.Superseded values are not recommended for survey control.
 QD1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1231.See file dsdata.txt to determine how the superseded data were derived.
 QD1231
 QD1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ981808(NAD 83)
 QD1231_MARKER: DR = REFERENCE MARK DISK
 QD1231_SETTING: 66 = SET IN ROCK OUTCROP
 QD1231_SP_SET: ROCK OUTCROP
 QD1231_STAMPING: BADGER NO. 1 1946
 QD1231_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QD1231+STABILITY: POSITION/ELEVATION WELL
 QD1231
 QD1231  HISTORY     - Date     Condition        Report By
 QD1231  HISTORY     - 1946     MONUMENTED       CGS
 QD1231
 QD1231                          STATION DESCRIPTION
 QD1231
 QD1231'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 QD1231'6.1 MI N FROM CLARNO.
 QD1231'ABOUT 6.1 MILES NORTH ALONG A DIRT ROAD RUNNING PARALLEL WITH THE JOHN
 QD1231'DAY RIVER FROM THE POST OFFICE AT CLARNO, SET IN THE TOP OF A SMALL
 QD1231'ROCK OUTCROP ON THE TOP OF A SMALL ROCKY KNOLL, ABOUT 0.1 MILE SOUTH
 QD1231'OF A RANCH HOUSE, ABOUT 39 FEET ABOVE THE IMMEDIATE ROAD LEVEL, 299
 QD1231'FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, 15 FEET SOUTH OF A SMALL
 QD1231'JUNIPER TREE, 33 FEET EAST OF BADGER TRIANGULATION STATION, ABOUT 0.4
 QD1231'FOOT ABOVE THE IMMEDIATE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0541 ***********************************************************************
 QD0541  DESIGNATION -  BADGER RM 2
 QD0541  PID         -  QD0541
 QD0541  STATE/COUNTY-  OR/WASCO
 QD0541  USGS QUAD   -  HEHE BUTTE (1982)
 QD0541
 QD0541                         *CURRENT SURVEY CONTROL
 QD0541  ___________________________________________________________________
 QD0541* NAD 83(1986)-  44 53 12.     (N)    121 26 00.     (W)     SCALED    
 QD0541* NAVD 88     -       797.283  (meters)    2615.75   (feet)  ADJUSTED  
 QD0541  ___________________________________________________________________
 QD0541  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 QD0541  DYNAMIC HT  -         797.089 (meters)    2615.12  (feet)  COMP
 QD0541  MODELED GRAV-     980,346.9   (mgal)                       NAVD 88
 QD0541
 QD0541  VERT ORDER  -  SECOND    CLASS 0
 QD0541
 QD0541.The horizontal coordinates were scaled from a topographic map and have
 QD0541.an estimated accuracy of +/- 6 seconds.
 QD0541
 QD0541.The orthometric height was determined by differential leveling
 QD0541.and adjusted in June 1991.
 QD0541
 QD0541.The geoid height was determined by GEOID03.
 QD0541
 QD0541.The dynamic height is computed by dividing the NAVD 88
 QD0541.geopotential number by the normal gravity value computed on the
 QD0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0541.degrees latitude (g = 980.6199 gals.).
 QD0541
 QD0541.The modeled gravity was interpolated from observed gravity values.
 QD0541
 QD0541;                    North         East    Units  Estimated Accuracy
 QD0541;SPC OR N     -   135,990.    2,426,270.      MT  (+/- 180 meters Scaled)
 QD0541
 QD0541                          SUPERSEDED SURVEY CONTROL
 QD0541
 QD0541  NGVD 29 (??/??/92)  796.207  (m)         2612.22   (f) ADJ UNCH    2 0
 QD0541
 QD0541.Superseded values are not recommended for survey control.
 QD0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0541.See file dsdata.txt to determine how the superseded data were derived.
 QD0541
 QD0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ237715(NAD 83)
 QD0541_MARKER: DR = REFERENCE MARK DISK
 QD0541_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QD0541_SP_SET: IRON PIPE
 QD0541_STAMPING: BADGER NO 2 1946
 QD0541_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0541
 QD0541  HISTORY     - Date     Condition        Report By
 QD0541  HISTORY     - 1946     MONUMENTED       CGS
 QD0541  HISTORY     - 1949     GOOD             NGS
 QD0541  HISTORY     - 19960928 MARK NOT FOUND   USPSQD
 QD0541
 QD0541                          STATION DESCRIPTION
 QD0541
 QD0541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 QD0541'12.4 MI NW FROM WARM SPRINGS.
 QD0541'12.4 MILES NORTHWEST ALONG STATE HIGHWAY 52 FROM WARM SPRINGS AGENCY
 QD0541'AT WARM SPRINGS, ON WARM SPRINGS INDIAN RESERVATION, AT A SHORT DEEP
 QD0541'CUT, 157.0 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 102.3
 QD0541'FEET SOUTHEAST OF RM 1, 67.2 FEET EAST OF BADGER, AND BRAZED ON THE
 QD0541'TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.7 FOOT ABOVE THE GROUND.
 QD0541
 QD0541                          STATION RECOVERY (1996)
 QD0541
 QD0541'RECOVERY NOTE BY US POWER SQUADRON 1996
 QD0541'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1232 ***********************************************************************
 QD1232  DESIGNATION -  BADGER RM 2
 QD1232  PID         -  QD1232
 QD1232  STATE/COUNTY-  OR/WASCO
 QD1232  USGS QUAD   -  CLARNO (1988)
 QD1232
 QD1232                         *CURRENT SURVEY CONTROL
 QD1232  ___________________________________________________________________
 QD1232* NAD 83(1986)-  44 57 13.     (N)    120 29 17.     (W)     SCALED    
 QD1232* NAVD 88     -       414.423  (meters)    1359.65   (feet)  ADJUSTED  
 QD1232  ___________________________________________________________________
 QD1232  GEOID HEIGHT-         -20.52  (meters)                     GEOID03
 QD1232  DYNAMIC HT  -         414.354 (meters)    1359.43  (feet)  COMP
 QD1232  MODELED GRAV-     980,436.7   (mgal)                       NAVD 88
 QD1232
 QD1232  VERT ORDER  -  SECOND    CLASS 0
 QD1232
 QD1232.The horizontal coordinates were scaled from a topographic map and have
 QD1232.an estimated accuracy of +/- 6 seconds.
 QD1232
 QD1232.The orthometric height was determined by differential leveling
 QD1232.and adjusted in June 1991.
 QD1232
 QD1232.The geoid height was determined by GEOID03.
 QD1232
 QD1232.The dynamic height is computed by dividing the NAVD 88
 QD1232.geopotential number by the normal gravity value computed on the
 QD1232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1232.degrees latitude (g = 980.6199 gals.).
 QD1232
 QD1232.The modeled gravity was interpolated from observed gravity values.
 QD1232
 QD1232;                    North         East    Units  Estimated Accuracy
 QD1232;SPC OR N     -   143,010.    2,500,940.      MT  (+/- 180 meters Scaled)
 QD1232
 QD1232                          SUPERSEDED SURVEY CONTROL
 QD1232
 QD1232  NGVD 29 (??/??/92)  413.34   (m)         1356.1    (f) COMPUTED    2 0
 QD1232
 QD1232.Superseded values are not recommended for survey control.
 QD1232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1232.See file dsdata.txt to determine how the superseded data were derived.
 QD1232
 QD1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ981808(NAD 83)
 QD1232_MARKER: DR = REFERENCE MARK DISK
 QD1232_SETTING: 66 = SET IN ROCK OUTCROP
 QD1232_SP_SET: ROCK OUTCROP
 QD1232_STAMPING: BADGER NO. 2 1946
 QD1232_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QD1232+STABILITY: POSITION/ELEVATION WELL
 QD1232
 QD1232  HISTORY     - Date     Condition        Report By
 QD1232  HISTORY     - 1946     MONUMENTED       CGS
 QD1232  HISTORY     - 1977     GOOD             NGS
 QD1232
 QD1232                          STATION DESCRIPTION
 QD1232
 QD1232'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 QD1232'6.1 MI N FROM CLARNO.
 QD1232'ABOUT 6.1 MILES NORTH ALONG A DIRT ROAD RUNNING PARALLEL WITH THE JOHN
 QD1232'DAY RIVER FROM THE POST OFFICE AT CLARNO, SET IN THE TOP OF A SMALL
 QD1232'ROCK OUT CROP EXTENDING ABOUT 0.8 FOOT ABOVE THE IMMEDIATE GROUND
 QD1232'LEVEL, ON THE TOP OF A SMALL ROCKY KNOLL OVERLOOKING THE RIVER, ABOUT
 QD1232'0.1 MILE SOUTH OF A RANCHHOUSE, 310 FEET SOUTHWEST OF THE CENTERLINE
 QD1232'OF THE ROAD, ABOUT 42 FEET ABOVE THE IMMEDIATE ROAD LEVEL, 42 FEET
 QD1232'SOUTHWEST OF A SMALL JUNIPER TREE, 30 FEET WEST OF BADGER
 QD1232'TRIANGULATION STATION.
 QD1232
 QD1232                          STATION RECOVERY (1977)
 QD1232
 QD1232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 QD1232'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0778 ***********************************************************************
 PB0778  DESIGNATION -  BADLANDS
 PB0778  PID         -  PB0778
 PB0778  STATE/COUNTY-  OR/DESCHUTES
 PB0778  USGS QUAD   -  HORSE RIDGE (1981)
 PB0778
 PB0778                         *CURRENT SURVEY CONTROL
 PB0778  ___________________________________________________________________
 PB0778* NAD 83(1991)-  43 59 29.18156(N)    121 01 40.15981(W)     ADJUSTED  
 PB0778* NAVD 88     -      1115.7    (meters)    3660.     (feet)  VERTCON   
 PB0778  ___________________________________________________________________
 PB0778  LAPLACE CORR-           1.81  (seconds)                    DEFLEC99
 PB0778  GEOID HEIGHT-         -20.67  (meters)                     GEOID03
 PB0778  HORZ ORDER  -  THIRD
 PB0778
 PB0778.The horizontal coordinates were established by classical geodetic methods
 PB0778.and adjusted by the National Geodetic Survey in October 1991.
 PB0778
 PB0778.The NAVD 88 height was computed by applying the VERTCON shift value to
 PB0778.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PB0778
 PB0778.The Laplace correction was computed from DEFLEC99 derived deflections.
 PB0778
 PB0778.The geoid height was determined by GEOID03.
 PB0778
 PB0778;                    North         East     Units Scale Factor Converg.
 PB0778;SPC OR S     -   258,385.915 1,457,659.679   MT  0.99999784   -0 21 40.0
 PB0778;SPC OR S     -   847,722.82  4,782,348.03   iFT  0.99999784   -0 21 40.0
 PB0778;UTM  10      - 4,872,812.763   658,141.487   MT  0.99990759   +1 22 12.2
 PB0778
 PB0778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PB0778!SPC OR S     -   0.99982832  x   0.99999784  =   0.99982616
 PB0778!UTM  10      -   0.99982832  x   0.99990759  =   0.99973592
 PB0778
 PB0778|---------------------------------------------------------------------|
 PB0778| PID    Reference Object                     Distance      Geod. Az  |
 PB0778|                                                           dddmmss.s |
 PB0778| CS4122 BADLANDS RM 1                         3.185 METERS 19635     |
 PB0778| CS4123 BADLANDS RM 2                         4.075 METERS 28605     |
 PB0778| QD1681 PILOT BUTTE                         APPROX.21.9 KM 2903834.0 |
 PB0778|---------------------------------------------------------------------|
 PB0778
 PB0778                          SUPERSEDED SURVEY CONTROL
 PB0778
 PB0778  NAD 83(1986)-  43 59 29.18449(N)    121 01 40.15780(W) AD(       ) 3
 PB0778  NGVD 29 (04/26/90) 1114.6    (m)         3657.     (f) VERT ANG    3  
 PB0778
 PB0778.Superseded values are not recommended for survey control.
 PB0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0778.See file dsdata.txt to determine how the superseded data were derived.
 PB0778
 PB0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP5814172813(NAD 83)
 PB0778_MARKER: DS = TRIANGULATION STATION DISK
 PB0778_SETTING: 80 = SET IN A BOULDER
 PB0778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0778+STABILITY: SURFACE MOTION
 PB0778
 PB0778  HISTORY     - Date     Condition        Report By
 PB0778  HISTORY     - 1958     MONUMENTED       USGS
 PB0778  HISTORY     - 1967     GOOD             USGS
 PB0778
 PB0778                          STATION DESCRIPTION
 PB0778
 PB0778'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 PB0778'LOCATED ABOUT 23 MI SSW. OF PRINEVILLE, 15 MI SE. OF BEND, 6.5 MI
 PB0778'S. OF ALFALFA.  ON SOUTH RIM OF LAVA CRATER 5 FT. LOWER THAN
 PB0778'HIGHEST POINT OF TOP.
 PB0778'
 PB0778'REACHED BY HELICOPTER.
 PB0778'
 PB0778'STATION MARK--STANDARD TABLET STAMPED---BADLAND 1958---, CEMENTED
 PB0778'IN LAVA ROCK.
 PB0778'
 PB0778'RM 1--STANDARD RM TABLET STAMPED---NO 1 1958---, CEMENTED IN LAVA
 PB0778'ROCK, 5 FT. LOWER THAN STATION MARK.
 PB0778'
 PB0778'RM 2--STANDARD RM TABLET STAMPED---NO 2 1958---, CEMENTED IN LAVA
 PB0778'ROCK, 3 FT. HIGHER THAN STATION MARK.
 PB0778
 PB0778                          STATION RECOVERY (1967)
 PB0778
 PB0778'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 PB0778'TO REACH FROM BEND AT INTERSECTION OF U.S. HWYS. 20 AND 97, DRIVE
 PB0778'17 MI E. ON U.S. HWY. 20 TO GATE ON NORTH SIDE OF HWY. ABOUT 300
 PB0778'FT. E. OF BM L 364.  TURN LEFT 1 MI NE. TO RD. FORK.  TAKE LEFT
 PB0778'FORK 0.3 MI TO X-RDS.  TAKE NNW. FORK 2.4 MI N. TO BASE OF
 PB0778'PROMINENT LAVA OUTCROP.  A 3-MINUTE PACK TO TOP AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2476 ***********************************************************************
 QE2476  DESIGNATION -  BADY
 QE2476  PID         -  QE2476
 QE2476  STATE/COUNTY-  OR/LINCOLN
 QE2476  USGS QUAD   -  NEWPORT SOUTH (1984)
 QE2476
 QE2476                         *CURRENT SURVEY CONTROL
 QE2476  ___________________________________________________________________
 QE2476* NAD 83(1991)-  44 36 39.30342(N)    124 00 37.59994(W)     ADJUSTED  
 QE2476* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 QE2476  ___________________________________________________________________
 QE2476  LAPLACE CORR-          16.41  (seconds)                    DEFLEC99
 QE2476  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 QE2476  HORZ ORDER  -  THIRD
 QE2476
 QE2476.The horizontal coordinates were established by classical geodetic methods
 QE2476.and adjusted by the National Geodetic Survey in October 1991.
 QE2476
 QE2476.The orthometric height was scaled from a topographic map.
 QE2476
 QE2476.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2476
 QE2476.The geoid height was determined by GEOID03.
 QE2476
 QE2476;                    North         East     Units Scale Factor Converg.
 QE2476;SPC OR N     -   110,979.892 2,221,449.646   MT  0.99994166   -2 29 22.4
 QE2476;SPC OR N     -   364,107.26  7,288,220.62   iFT  0.99994166   -2 29 22.4
 QE2476;UTM  10      - 4,940,226.282   419,824.322   MT  0.99967905   -0 42 34.8
 QE2476
 QE2476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2476!SPC OR N     -   1.00000229  x   0.99994166  =   0.99994395
 QE2476!UTM  10      -   1.00000229  x   0.99967905  =   0.99968134
 QE2476
 QE2476:                Primary Azimuth Mark                     Grid Az
 QE2476:SPC OR N     -  WATT                                     010 38 43.9
 QE2476:UTM  10      -  WATT                                     008 51 56.3
 QE2476
 QE2476|---------------------------------------------------------------------|
 QE2476| PID    Reference Object                     Distance      Geod. Az  |
 QE2476|                                                           dddmmss.s |
 QE2476| QE2465 WATT                                APPROX. 1.7 KM 0080921.5 |
 QE2476| QE2482 BADY 2                               11.537 METERS 05939     |
 QE2476| QE2500 OLD ROCK                            196.699 METERS 28348     |
 QE2476| QE2507 YAQUINA OLD LIGHTHOUSE              APPROX. 4.4 KM 2892608.4 |
 QE2476| QE2486 HYDRO SIGNAL C                      APPROX. 3.0 KM 2921744.2 |
 QE2476| QE2485 HYDRO SIGNAL B                      APPROX. 3.2 KM 2960602.3 |
 QE2476| QE2484 HYDRO SIGNAL A                      APPROX. 3.3 KM 2970053.8 |
 QE2476|---------------------------------------------------------------------|
 QE2476
 QE2476                          SUPERSEDED SURVEY CONTROL
 QE2476
 QE2476  NAD 83(1986)-  44 36 39.33983(N)    124 00 37.65296(W) AD(       ) 3
 QE2476  NAD 27      -  44 36 39.92700(N)    124 00 33.29300(W) AD(       ) 3
 QE2476
 QE2476.Superseded values are not recommended for survey control.
 QE2476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2476.See file dsdata.txt to determine how the superseded data were derived.
 QE2476
 QE2476_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ1982440226(NAD 83)
 QE2476_MARKER: Z = SEE DESCRIPTION
 QE2476_SETTING: 0 = UNSPECIFIED SETTING
 QE2476_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE2476
 QE2476  HISTORY     - Date     Condition        Report By
 QE2476  HISTORY     - 1953     MONUMENTED       CGS
 QE2476  HISTORY     - 1956     SEE DESCRIPTION  CGS
 QE2476  HISTORY     - 19910427 MARK NOT FOUND   USPSQD
 QE2476
 QE2476                          STATION DESCRIPTION
 QE2476
 QE2476'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (FAR)
 QE2476'THE STATION IS LOCATED ON THE E SIDE OF YAQUINA BAY, ON COQUILLE
 QE2476'POINT, ON TOP OF THE BLUFF, 60 M. SW OF THE SW CORNER OF THE W
 QE2476'FRAME RESIDENCE ON THE BLUFF, 13 M. N OF THE LONE 9-IN. FIR TREE
 QE2476'AT THE EDGE OF AND ON THE S SLOPE OF THE BLUFF, 6 M. E OF THE EDGE
 QE2476'OF THE BLUFF, 6 M. E-SE OF AN ABANDONED RANGE LIGHT, 3 M. E OF A
 QE2476'4-FT. STUMP, AND 1.6 M. W OF A POWERLINE POLE.  THE STATION MARK
 QE2476'IS A STANDARD DISK, STAMPED BADY 1953 AND SET IN THE TOP OF A
 QE2476'7-IN. IN DIAMETER CONCRETE MONUMENT PROJECTING 6 IN.
 QE2476'APPROXIMATE ELEVATION ABOVE HIGH-WATERMARK IS 30 FT.
 QE2476'
 QE2476'REFERENCE MARK 1 IS A STANDARD REFERENCE-MARK DISK, STAMPED BADY
 QE2476'NO 1 1953 AND SET IN THE TOP OF A 6-IN. IN DIAMETER CONCRETE
 QE2476'MONUMENT PROJECTING 1 IN.
 QE2476'
 QE2476'REFERENCE MARK 2 IS A STANDARD REFERENCE-MARK DISK, STAMPED
 QE2476'BADY NO 2 1953 AND SET IN A 6-IN. IN DIAMETER CONCRETE MONUMENT
 QE2476'PROJECTING 2 IN.
 QE2476
 QE2476                          STATION RECOVERY (1956)
 QE2476
 QE2476'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JBW)
 QE2476'DUE TO PLANNED EXCAVATION AT THE STATION SITE, THE STATION AND
 QE2476'REFERENCE MARKS WERE DESTROYED BY THIS TRIANGULATION UNIT.  THIS
 QE2476'WAS AT THE REQUEST OF THE PROPERTY OWNER.
 QE2476'
 QE2476'STATION BADY 2 AND REFERENCE MARKS 1 AND 2 WERE ESTABLISHED.
 QE2476'
 QE2476'THE STATION MARK, WHICH PROJECTED ABOUT 7 INCHES, WAS NOT SOLID
 QE2476'AND WAS EASILY MOVED.
 QE2476
 QE2476                          STATION RECOVERY (1991)
 QE2476
 QE2476'RECOVERY NOTE BY US POWER SQUADRON 1991 (KRN)
 QE2476'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2482 ***********************************************************************
 QE2482  DESIGNATION -  BADY 2
 QE2482  PID         -  QE2482
 QE2482  STATE/COUNTY-  OR/LINCOLN
 QE2482  USGS QUAD   -  NEWPORT SOUTH (1984)
 QE2482
 QE2482                         *CURRENT SURVEY CONTROL
 QE2482  ___________________________________________________________________
 QE2482* NAD 83(1991)-  44 36 39.49225(N)    124 00 37.14838(W)     NO CHECK  
 QE2482* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 QE2482  ___________________________________________________________________
 QE2482  LAPLACE CORR-          16.42  (seconds)                    DEFLEC99
 QE2482  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 QE2482  HORZ ORDER  -  THIRD
 QE2482
 QE2482.The horizontal coordinates were established by classical geodetic methods
 QE2482.and adjusted by the National Geodetic Survey in October 1991.
 QE2482.No horizontal observational check was made to the station.
 QE2482
 QE2482.The orthometric height was scaled from a topographic map.
 QE2482
 QE2482.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2482
 QE2482.The geoid height was determined by GEOID03.
 QE2482
 QE2482;                    North         East     Units Scale Factor Converg.
 QE2482;SPC OR N     -   110,985.282 2,221,459.846   MT  0.99994165   -2 29 22.1
 QE2482;SPC OR N     -   364,124.94  7,288,254.09   iFT  0.99994165   -2 29 22.1
 QE2482;UTM  10      - 4,940,231.986   419,834.347   MT  0.99967903   -0 42 34.5
 QE2482
 QE2482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2482!SPC OR N     -   1.00000229  x   0.99994165  =   0.99994394
 QE2482!UTM  10      -   1.00000229  x   0.99967903  =   0.99968132
 QE2482
 QE2482|---------------------------------------------------------------------|
 QE2482| PID    Reference Object                     Distance      Geod. Az  |
 QE2482|                                                           dddmmss.s |
 QE2482| CD9542 BADY 2 RM 3                           7.626 METERS 00734     |
 QE2482| CE1494 FIVE NEWPORT                                       0183218.3 |
 QE2482| CD9540 BADY 2 RM 1                           5.865 METERS 03046     |
 QE2482| CD9541 BADY 2 RM 2                           7.130 METERS 09746     |
 QE2482| QE2476 BADY                                 11.537 METERS 23939     |
 QE2482| QE2507 YAQUINA OLD LIGHTHOUSE              APPROX. 4.4 KM 2891918.6 |
 QE2482| QE2527 NEWPORT CENTER OF BRIDGE LIGHT      APPROX. 3.9 KM 2893108.9 |
 QE2482|---------------------------------------------------------------------|
 QE2482
 QE2482                          SUPERSEDED SURVEY CONTROL
 QE2482
 QE2482  NAD 83(1986)-  44 36 39.52865(N)    124 00 37.20139(W) AD(       ) 3
 QE2482  NAD 27      -  44 36 40.11600(N)    124 00 32.84100(W) AD(       ) 3
 QE2482
 QE2482.Superseded values are not recommended for survey control.
 QE2482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2482.See file dsdata.txt to determine how the superseded data were derived.
 QE2482
 QE2482_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ1983440232(NAD 83)
 QE2482_MARKER: Z = SEE DESCRIPTION
 QE2482_SETTING: 0 = UNSPECIFIED SETTING
 QE2482
 QE2482  HISTORY     - Date     Condition        Report By
 QE2482  HISTORY     - 1956     MONUMENTED       CGS
 QE2482  HISTORY     - 1974     SEE DESCRIPTION  NGS
 QE2482
 QE2482                          STATION DESCRIPTION
 QE2482
 QE2482'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (JBW)
 QE2482'THE STATION IS ON THE EAST SIDE OF YAQUINA BAY, ON COQUILLE POINT,
 QE2482'ON TOP OF THE BLUFF AND IN THE FRONT YARD OF THE HOME OF MR. JOE
 QE2482'FALLON.  THE APPROXIMATE ELEVATION ABOVE HIGH-WATER MARK IS 30
 QE2482'FEET.
 QE2482'
 QE2482'TO REACH FROM THE INTERSECTION OF MAIN STREET AND U.S. HIGHWAY 20
 QE2482'IN TOLEDO, GO WESTERLY ON U.S. HIGHWAY 20 FOR 5.2 MILES TO A
 QE2482'GRAVELED ROAD LEFT AT SIGN YAQUINA 3.  TURN LEFT AND FOLLOW THE
 QE2482'GRAVELED ROAD DOWNGRADE FOR 0.4 MILE TO THE BAY ROAD.  TURN LEFT
 QE2482'AND FOLLOW THE BAY ROAD FOR 1.95 MILES TO THE EAST SIDE OF THE
 QE2482'BAY, COQUILLE POINT AND THE STATION SITE.
 QE2482'
 QE2482'THE STATION AND REFERENCE MARKS 1 AND 2 ARE STANDARD DISKS BRAZED
 QE2482'TO 2-INCH CAST IRON PIPES EMBEDDED IN CONCRETE.  THE UNDERGROUND
 QE2482'STATION MARK IS ABOUT 36 INCHES BELOW THE SURFACE MARK AND SET IN
 QE2482'A MASS OF CONCRETE.
 QE2482'
 QE2482'THE STATION MARK, STAMPED BADY 2 1956, IS 171.8 FEET SOUTHWEST OF
 QE2482'THE SOUTHWEST CORNER OF MR. FALLONS HOME AND 103 FEET WEST OF A
 QE2482'LARGE FIR TREE.
 QE2482'
 QE2482'REFERENCE MARK 1, STAMPED BADY 2 NO 1 1956, IS ABOUT THE SAME
 QE2482'ELEVATION AS THE STATION.
 QE2482'
 QE2482'REFERENCE MARK 2, STAMPED BADY 2 NO 2 1956, IS ALSO ABOUT THE
 QE2482'SAME ELEVATION AS THE STATION.
 QE2482'
 QE2482'NOTE--THE STATION AND REFERENCE MARKS WERE SET ABOUT 18 INCHES
 QE2482'BELOW THE GROUND SURFACE.  IN THE NEAR FUTURE, MR. FALLON PLANS TO
 QE2482'LEVEL OFF THE YARD SO THAT THE MARK WILL THEN BE FLUSH WITH THE
 QE2482'GROUND SURFACE.  THE POINT OF BLUFF WHERE THE PREVIOUS STATION,
 QE2482'BADY 1953, WAS LOCATED, WILL BE CUT AWAY, BADY 2 WAS ESTABLISHED
 QE2482'AT A DISTANCE OF 11.540 METERS NORTHEAST OF THE ORIGINAL STATION
 QE2482'AND ABOUT 18 INCHES LOWER THAN THE OLD MARK.
 QE2482
 QE2482                          STATION RECOVERY (1974)
 QE2482
 QE2482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 QE2482'THE STATION MARK, AND REFERENCE MARK NO. 2 WAS RECOVERED IN GOOD
 QE2482'CONDITION.  REFERENCE MARK NO. 1 HAD BEEN DESTROYED.  REFERENCE
 QE2482'MARK NO. 3 WAS ESTABLISHED.  A DIFFERENCE WAS FOUND IN THE
 QE2482'HORIZONTAL ANGLE TO REFERENCE MARK NO. 2.  FIVE NEWPORT, A
 QE2482'U.S. ENGINEERS MARK MAY BE USED FOR THE AZIMUTH MARK.  A NEW AND
 QE2482'COMPLETE DESCRIPTION FOLLOWS.
 QE2482'
 QE2482'THE STATION IS ON COQUILLE POINT, ON LAND OWNED BY MR. R.F. WISNER.
 QE2482'
 QE2482'TO REACH THE STATION FROM THE YAQUINA BAY COAST GUARD STATION, GO
 QE2482'EAST ON THE NORTH SIDE OF YAQUINA BAY, ON COUNTY ROAD 515, FOR 3.2
 QE2482'MILES TO FIVE NEWPORT, THE U.S. ENGINEERS MARK ON THE RIGHT, WHICH
 QE2482'MAY BE USED FOR THE AZIMUTH MARK.  CONTINUE SOUTHERLY ON COUNTY
 QE2482'ROAD 515 FOR 0.95 MILE TO MR. WISNERS DRIVEWAY ON THE LEFT, TURN
 QE2482'LEFT, AND GO SOUTH ON THE DRIVEWAY FOR 0.05 MILE TO MR. WISNERS
 QE2482'RESIDENCE, AND THE END OF TRUCK TRAVEL.  HIKE SOUTHWEST ACROSS
 QE2482'THE LAWN FOR 55 PACES TO THE STATION.
 QE2482'
 QE2482'THE STATION MARK, STAMPED BADY 2 1956, IS A STANDARD DISK BRAZED
 QE2482'TO A 2-INCH PIPE THAT IS SET IN A CONCRETE BASE, 172 FEET SOUTHWEST
 QE2482'OF THE SOUTHWEST CORNER OF MR. WISNERS HOUSE, 50 FEET EAST OF THE
 QE2482'TOP OF THE CUT BANK ABOVE THE COUNTY ROAD, AND 3 FEET NORTHEAST OF
 QE2482'A METAL WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND.
 QE2482'
 QE2482'REFERENCE MARK NO. 2, STAMPED BADY 2 NO 2 1956, IS A STANDARD DISK
 QE2482'BRAZED TO A 2-INCH PIPE THAT IS SET IN A CONCRETE BASE, 25 FEET
 QE2482'EAST OF THE WITNESS POST, AND 2 INCHES BELOW THE SURFACE OF THE
 QE2482'GROUND.
 QE2482'
 QE2482'REFERENCE MARK NO. 3, STAMPED BADY 2 1956 NO 3 1974, IS A STANDARD
 QE2482'DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH, 40
 QE2482'FEET EAST OF THE TOP OF THE CUT BANK ABOVE THE COUNTY ROAD, 28 FEET
 QE2482'NORTH OF THE WITNESS POST, AND LEVEL WITH THE STATION.  (NOTE 11A)
 QE2482'
 QE2482'FIVE NEWPORT (USE) MAY BE USED FOR THE AZIMUTH MARK.  IT IS A
 QE2482'U.S. ENGINEERS DISK, STAMPED FIVE NEWPORT HARBOR LINE 1973 USE,
 QE2482'SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 1-INCH,
 QE2482'0.1 MILE NORTHWEST OF MILEPOST NO. 10, 23 FEET WEST OF THE CENTER
 QE2482'OF COUNTY ROAD 515, 11 FEET SOUTH-SOUTHWEST OF POWER POLE NO. 53,
 QE2482'AND 3 FEET SOUTH OF A METAL WITNESS POST.
 QE2482'
 QE2482'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QE2482'4 MILES SOUTHEAST OF NEWPORT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1189 ***********************************************************************
 OA1189  DESIGNATION -  BAG
 OA1189  PID         -  OA1189
 OA1189  STATE/COUNTY-  OR/DOUGLAS
 OA1189  USGS QUAD   -  WINCHESTER BAY (1985)
 OA1189
 OA1189                         *CURRENT SURVEY CONTROL
 OA1189  ___________________________________________________________________
 OA1189* NAD 83(1991)-  43 41 12.51790(N)    124 11 48.97455(W)     ADJUSTED  
 OA1189* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 OA1189  ___________________________________________________________________
 OA1189  LAPLACE CORR-          16.23  (seconds)                    DEFLEC99
 OA1189  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 OA1189  HORZ ORDER  -  THIRD
 OA1189
 OA1189.The horizontal coordinates were established by classical geodetic methods
 OA1189.and adjusted by the National Geodetic Survey in October 1991.
 OA1189
 OA1189.The orthometric height was scaled from a topographic map.
 OA1189
 OA1189.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1189
 OA1189.The geoid height was determined by GEOID03.
 OA1189
 OA1189;                    North         East     Units Scale Factor Converg.
 OA1189;SPC OR S     -   230,984.193 1,202,043.448   MT  0.99993548   -2 31 45.3
 OA1189;SPC OR S     -   757,822.16  3,943,712.10   iFT  0.99993548   -2 31 45.3
 OA1189;UTM  10      - 4,837,784.566   403,532.926   MT  0.99971446   -0 49 36.5
 OA1189
 OA1189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1189!SPC OR S     -   1.00000351  x   0.99993548  =   0.99993899
 OA1189!UTM  10      -   1.00000351  x   0.99971446  =   0.99971797
 OA1189
 OA1189:                Primary Azimuth Mark                     Grid Az
 OA1189:SPC OR S     -  SAHARA                                   040 20 04.5
 OA1189:UTM  10      -  SAHARA                                   038 37 55.7
 OA1189
 OA1189|---------------------------------------------------------------------|
 OA1189| PID    Reference Object                     Distance      Geod. Az  |
 OA1189|                                                           dddmmss.s |
 OA1189| OA1200 SAHARA                              APPROX. 3.5 KM 0374819.2 |
 OA1189| CD9543 BAG RM 1                             21.138 METERS 05429     |
 OA1189| OA1183 COAST GUARD STATION FLAGPOLE        APPROX. 1.9 KM 0573130.0 |
 OA1189| OA1186 UMPQUA COAST GUARD LOOKOUT          407.920 METERS 1202030.2 |
 OA1189| CD9544 BAG RM 2                             31.460 METERS 16404     |
 OA1189| OA1170 UMPQUA RIVER LIGHTHOUSE             APPROX. 2.7 KM 1824002.8 |
 OA1189|---------------------------------------------------------------------|
 OA1189
 OA1189                          SUPERSEDED SURVEY CONTROL
 OA1189
 OA1189  NAD 83(1986)-  43 41 12.52132(N)    124 11 49.02272(W) AD(       ) 3
 OA1189  NAD 27      -  43 41 13.09000(N)    124 11 44.63100(W) AD(       ) 3
 OA1189
 OA1189.Superseded values are not recommended for survey control.
 OA1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1189.See file dsdata.txt to determine how the superseded data were derived.
 OA1189
 OA1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP0353337785(NAD 83)
 OA1189_MARKER: Z = SEE DESCRIPTION
 OA1189_SETTING: 0 = UNSPECIFIED SETTING
 OA1189
 OA1189  HISTORY     - Date     Condition        Report By
 OA1189  HISTORY     - 1928     MONUMENTED       CGS
 OA1189  HISTORY     - 1948     SEE DESCRIPTION  CGS
 OA1189
 OA1189                          STATION DESCRIPTION
 OA1189
 OA1189'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (GLB)
 OA1189'STATION IS LOCATED ABOUT 1 MILE N OF THE UMPQUA RIVER JETTY,
 OA1189'50 METERS IN FROM ORDINARY HIGH-WATER LINE, AND ABOUT 0.3 MILE W
 OA1189'AND 0.2 N OF THE COAST GUARD LOOKOUT.  THE STATION IS ON TOP OF
 OA1189'A LOW GRASS-COVERED SAND DUNE.
 OA1189'
 OA1189'SURFACE MARK IS A STANDARD BRONZE DISK SET IN CEMENT IN THE TOP
 OA1189'OF A TILE.
 OA1189'
 OA1189'UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 OA1189'IN CONCRETE AS DESCRIBED IN NOTES 7A AND 11A.
 OA1189'
 OA1189'REFERENCE MARK NO.1 IS ON A SAND DUNE NW OF THE STATION.
 OA1189'
 OA1189'REFERENCE MARK NO.2 IS ON A SAND DUNE S OF THE STATION.
 OA1189'
 OA1189'WITNESS MARKS WERE SET AS FOLLOWS, DISTANCE AND DIRECTIONS
 OA1189'BEING ESTIMATED--3 METERS W OF STATION MARK, A 3- BY 10-INCH
 OA1189'SLAB.  3 METERS S OF REFERENCE MARK NO.1, A 2- BY 12-INCH, AND
 OA1189'3 METERS W OF REFERENCE MARK NO.2 A 2- BY 12-INCH SLAB.
 OA1189
 OA1189                          STATION RECOVERY (1948)
 OA1189
 OA1189'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RAE)
 OA1189'STATION WAS RECOVERED AS DESCRIBED.  THE DESCRIPTION SHOULD
 OA1189'CONTAIN THE FOLLOWING ADDITIONS AND CORRECTIONS--
 OA1189'
 OA1189'THE STATION IS BURIED UNDER 16 FEET OF SAND.
 OA1189'
 OA1189'THE LOCATION IS MARKED BY A U.S.E. HYDROGRAPHIC TRIPOD AND A
 OA1189'FLAGGED POLE.
 OA1189'
 OA1189'THE REFERENCE MARKS WERE NOT FOUND AND ARE APPARENTLY BURIED
 OA1189'UNDER THE SAND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0817 ***********************************************************************
 PC0817  DESIGNATION -  BAILEY
 PC0817  PID         -  PC0817
 PC0817  STATE/COUNTY-  OR/DOUGLAS
 PC0817  USGS QUAD   -  DIAMOND LAKE (1985)
 PC0817
 PC0817                         *CURRENT SURVEY CONTROL
 PC0817  ___________________________________________________________________
 PC0817* NAD 83(1991)-  43 09 18.52115(N)    122 13 11.98474(W)     ADJUSTED  
 PC0817* NAVD 88     -      2552.7    (meters)    8375.     (feet)  VERTCON   
 PC0817  ___________________________________________________________________
 PC0817  LAPLACE CORR-           6.03  (seconds)                    DEFLEC99
 PC0817  GEOID HEIGHT-         -21.85  (meters)                     GEOID03
 PC0817  HORZ ORDER  -  FIRST
 PC0817
 PC0817.The horizontal coordinates were established by classical geodetic methods
 PC0817.and adjusted by the National Geodetic Survey in October 1991.
 PC0817
 PC0817.The NAVD 88 height was computed by applying the VERTCON shift value to
 PC0817.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PC0817
 PC0817.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC0817
 PC0817.The geoid height was determined by GEOID03.
 PC0817
 PC0817;                    North         East     Units Scale Factor Converg.
 PC0817;SPC OR S     -   166,779.926 1,360,127.838   MT  0.99989464   -1 10 36.2
 PC0817;SPC OR S     -   547,178.23  4,462,361.67   iFT  0.99989464   -1 10 36.2
 PC0817;UTM  10      - 4,778,338.852   563,416.797   MT  0.99964947   +0 32 00.7
 PC0817
 PC0817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC0817!SPC OR S     -   0.99960327  x   0.99989464  =   0.99949795
 PC0817!UTM  10      -   0.99960327  x   0.99964947  =   0.99925288
 PC0817
 PC0817|---------------------------------------------------------------------|
 PC0817| PID    Reference Object                     Distance      Geod. Az  |
 PC0817|                                                           dddmmss.s |
 PC0817| CD8995 BAILEY RM 1                           5.416 METERS 15841     |
 PC0817| CD8996 BAILEY RM 2                           6.395 METERS 23733     |
 PC0817| PC0826 RATTLESNAKE MTN LOT                 APPROX.17.4 KM 2521834.0 |
 PC0817|---------------------------------------------------------------------|
 PC0817
 PC0817                          SUPERSEDED SURVEY CONTROL
 PC0817
 PC0817  NAD 83(1986)-  43 09 18.52303(N)    122 13 11.99931(W) AD(       ) 1
 PC0817  NAD 27      -  43 09 19.07600(N)    122 13 07.87800(W) AD(       ) 1
 PC0817  NGVD 29 (07/19/86) 2551.3    (m)         8370.     (f) VERT ANG    3  
 PC0817
 PC0817.Superseded values are not recommended for survey control.
 PC0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0817.See file dsdata.txt to determine how the superseded data were derived.
 PC0817
 PC0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN6341778339(NAD 83)
 PC0817_MARKER: Z = SEE DESCRIPTION
 PC0817_SETTING: 0 = UNSPECIFIED SETTING
 PC0817
 PC0817  HISTORY     - Date     Condition        Report By
 PC0817  HISTORY     - 1938     MONUMENTED       CGS
 PC0817  HISTORY     - 1953     SEE DESCRIPTION  CGS
 PC0817
 PC0817                          STATION DESCRIPTION
 PC0817
 PC0817'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (ACT)
 PC0817'STATION LIES ON NE EDGE OF TOP OF MT. BAILEY, 14.2 FEET NE OF NE
 PC0817'CORNER OF RATHER OLD F.S.L.O. HOUSE.
 PC0817'
 PC0817'STATION MARK IS A STANDARD DISK WITH SPECIAL LONG BRONZE SHANK,
 PC0817'SET IN A 10-INCH CONCRETE POST.  MARK PROJECTS ABOUT 2 INCHES FROM
 PC0817'SURFACE OF CONCRETE.  STATION IS ABOUT 2 FEET BELOW LOOKOUT HOUSE
 PC0817'ON SUMMIT.
 PC0817'
 PC0817'REFERENCE MARK NO.1 IS A STANDARD BRONZE DISK SET IN CONCRETE AS
 PC0817'DESCRIBED IN NOTE 11C.
 PC0817'
 PC0817'REFERENCE MARK NO.2 IS A STANDARD DISK WITH SPECIAL LONG BRONZE
 PC0817'SHANK, SET IN 10-INCH CONCRETE POST, FROM WHICH IT PROJECTS ABOUT
 PC0817'2 INCHES.  MARK IS ABOUT 2 FEET ABOVE STATION, AND TO THE SW.
 PC0817'
 PC0817'STATION IS REACHED FROM U.S. HIGHWAY NO.97 AT CRATER-DIAMOND LAKE
 PC0817'JUNCTION 30 MILES N OF FT. KLAMATH, BY GOING W ON STATE HIGHWAY
 PC0817'230 15.0 MILES TO FORK.  KEEP ON STATE HIGHWAY 230 3.5 MILES NW TO
 PC0817'FORK.  THENCE RIGHT FORK, GRAVEL ROAD, N 0.35 MILE TO SMALL STORE
 PC0817'AT SE CORNER OF DIAMOND LAKE.  TURN LEFT ALONG S SHORE OF LAKE
 PC0817'AND FOLLOW DIRT ROAD W 0.95 MILE TO FORK.  KEEP RIGHT FORK
 PC0817'FOLLOWING SUMMER HOMES SIGN 0.1 MILE.  AGAIN KEEP RIGHT FORK ON
 PC0817'SAME SIGN, AND FOLLOW W 0.25 MILE TO FORK.  KEEP LEFT FORK
 PC0817'FOLLOWING THREE LAKES SIGN 0.15 MILE.  THENCE DEEP RIGHT FORK
 PC0817'AT BARE WHITE SIGNPOST 0.2 MILE.  THENCE RIGHT FORK
 PC0817'CROSSING SILENT CREEK IN ABOUT 100 YARDS.  LOG BUILDING AND
 PC0817'C.C.C. CAMP TO LEFT.  CONTINUE 0.25 MILE.  ON DEEP RIGHT FORK NW
 PC0817'GO 0.2 MILE TO SIGN MT. BAILEY TRAIL.  FROM THIS POINT IT IS
 PC0817'ABOUT 5 MILES TO STATION ON GOOD GRADED TRAIL.  THERE IS A
 PC0817'SHORTER TRAIL ON SW SIDE OF MOUNTAIN WHICH IS REACHED BY
 PC0817'DRIVING TRUCK AN ADDITIONAL 5.7 MILES FROM ABOVE END OF TRUCK
 PC0817'TRAVEL, TO SIGN READING MT. BAILEY TRAIL, MT. BAILEY 3
 PC0817'MILES.  THE FIRST NAMED, LONGER TRAIL IS THE ONLY ONE USED BY
 PC0817'COMMERCIAL PACKERS.
 PC0817
 PC0817                          STATION RECOVERY (1953)
 PC0817
 PC0817'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (HSC)
 PC0817'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN VERY
 PC0817'GOOD CONDITION.
 PC0817'
 PC0817'THE ORIGINAL DESCRIPTION IS ADEQUATE WITH THE FOLLOWING
 PC0817'EXCEPTIONS--
 PC0817'
 PC0817'THE LOOKOUT HOUSE HAS BEEN DISMANTELED.
 PC0817'
 PC0817'A NEW METHOD TO REACH THE STATION FOLLOWS.
 PC0817'
 PC0817'TO REACH THE STATION SITE FROM THE GUARD STATION AT DIAMOND LAKE,
 PC0817'GO SOUTH ON PAVED ROAD FOR 1.5 MILES TO A SIDE ROAD RIGHT AND SIGN
 PC0817'DIAMOND LAKE PICNIC AREA, TURN RIGHT AND GO 0.4 MILE TO A
 PC0817'Y-INTERSECTION THENCE LEFT FORK FOR 0.6 MILE TO A
 PC0817'Y-INTERSECTION.  TAKE THE RIGHT FORK FOR 0.5 MILE TO A SIDE ROAD
 PC0817'RIGHT AND SIGN SUMMER HOME AREA, TURN RIGHT AND FOLLOW MAIN
 PC0817'TRAVELED ROAD FOR 0.3 MILE TO A SIGN OLDMAN CAMP.  TURN LEFT ON
 PC0817'DIRT ROAD FOR 0.4 MILE TO SIGN MT. BAILEY TRAIL AND THE END OF
 PC0817'TRUCK TRAVEL.  FOLLOW THE TRAIL TO THE TOP AND THE STATION
 PC0817'SITE.  A DISTANCE OF 6 MILES, APPROX. 4 HOURS PACKING TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2205 ***********************************************************************
 RC2205  DESIGNATION -  BAKE
 RC2205  PID         -  RC2205
 RC2205  STATE/COUNTY-  OR/WASCO
 RC2205  USGS QUAD   -  MAUPIN (1996)
 RC2205
 RC2205                         *CURRENT SURVEY CONTROL
 RC2205  ___________________________________________________________________
 RC2205* NAD 83(1991)-  45 11 11.57117(N)    121 03 14.74695(W)     ADJUSTED  
 RC2205* NAVD 88     -       556.4    (meters)    1825.     (feet)  VERTCON   
 RC2205  ___________________________________________________________________
 RC2205  LAPLACE CORR-           4.39  (seconds)                    DEFLEC99
 RC2205  GEOID HEIGHT-         -21.37  (meters)                     GEOID03
 RC2205  HORZ ORDER  -  SECOND
 RC2205
 RC2205.The horizontal coordinates were established by classical geodetic methods
 RC2205.and adjusted by the National Geodetic Survey in October 1991.
 RC2205
 RC2205.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC2205.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC2205
 RC2205.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2205
 RC2205.The geoid height was determined by GEOID03.
 RC2205
 RC2205;                    North         East     Units Scale Factor Converg.
 RC2205;SPC OR N     -   169,040.478 2,456,458.184   MT  0.99989463   -0 23 34.6
 RC2205;SPC OR N     -   554,594.74  8,059,246.01   iFT  0.99989463   -0 23 34.6
 RC2205;UTM  10      - 5,005,515.701   652,868.340   MT  0.99988734   +1 22 50.5
 RC2205
 RC2205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2205!SPC OR N     -   0.99991612  x   0.99989463  =   0.99981076
 RC2205!UTM  10      -   0.99991612  x   0.99988734  =   0.99980347
 RC2205
 RC2205|---------------------------------------------------------------------|
 RC2205| PID    Reference Object                     Distance      Geod. Az  |
 RC2205|                                                           dddmmss.s |
 RC2205| CF4065 BAKE RM 1                             7.894 METERS 08158     |
 RC2205| CF4064 BAKE AZ MK                                         2304112.9 |
 RC2205| CF4066 BAKE RM 2                             7.705 METERS 30810     |
 RC2205|---------------------------------------------------------------------|
 RC2205
 RC2205                          SUPERSEDED SURVEY CONTROL
 RC2205
 RC2205  NAD 83(1986)-  45 11 11.58513(N)    121 03 14.74392(W) AD(       ) 2
 RC2205  NAD 27      -  45 11 12.15200(N)    121 03 10.52600(W) AD(       ) 2
 RC2205  NGVD 29 (07/19/86)  555.4    (m)         1822.     (f) VERT ANG    3  
 RC2205
 RC2205.Superseded values are not recommended for survey control.
 RC2205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2205.See file dsdata.txt to determine how the superseded data were derived.
 RC2205
 RC2205_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR5286805516(NAD 83)
 RC2205_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RC2205_SETTING: 66 = SET IN ROCK OUTCROP
 RC2205
 RC2205  HISTORY     - Date     Condition        Report By
 RC2205  HISTORY     - 1946     MONUMENTED       CGS
 RC2205  HISTORY     - 1965     SEE DESCRIPTION  CGS
 RC2205  HISTORY     - 1969     SEE DESCRIPTION  CGS
 RC2205  HISTORY     - 1971     SEE DESCRIPTION  NGS
 RC2205  HISTORY     - 1978     SEE DESCRIPTION  NGS
 RC2205
 RC2205                          STATION DESCRIPTION
 RC2205
 RC2205'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 RC2205'LOCATED ON THE HIGHEST POINT OF A BARE HILL 1-1/2 MILES
 RC2205'AIRLINE NORTHEAST OF THE BRIDGE OVER THE DESCHUTES RIVER AT
 RC2205'MAUPIN.  IT IS 60 FEET SOUTHWEST OF A LARGE ROCK PILE.  IT IS
 RC2205'STAMPED BAKE 1946 AND IS FLUSH WITH THE GROUND.
 RC2205'
 RC2205'REFERENCE MARK NO. 1 IS 36 FEET SOUTHWEST OF THE ROCK PILE AND
 RC2205'AT THE SAME ELEVATION AS THE STATION.  IT IS STAMPED BAKE NO 1
 RC2205'1946 AND PROJECTS 3 INCHES.
 RC2205'
 RC2205'REFERENCE MARK NO. 2 IS ABOUT 2 FEET LOWER THAN THE STATION.  IT
 RC2205'IS STAMPED BAKE NO 2 1946 AND PROJECTS 2 INCHES.
 RC2205'
 RC2205'THE AZIMUTH MARK IS 36 FEET EAST OF THE CENTERLINE OF A GRAVEL
 RC2205'ROAD, 18 INCHES NORTHWEST OF A WHITE REFERENCE POST AND 10
 RC2205'FEET SOUTHEAST OF A LONE JUNIPER TREE.  THE DISK IS A USC AND GS
 RC2205'AND STATE SURVEY DISK SET IN CIRCULAR CONCRETE AND IS FLUSH WITH
 RC2205'THE GROUND.  IT IS STAMPED T 367 1942.
 RC2205'
 RC2205'TO REACH THE STATION FROM THE BRIDGE ACROSS THE DESCHUTES RIVER
 RC2205'AT THE EAST EDGE OF MAUPIN, GO NORTH AND EAST ON THE BAKE-OVEN
 RC2205'ROAD FOR 1.6 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 RC2205'NORTHERLY FOR 1.8 MILES TO A WIRE GATE ON THE RIGHT.  THEN
 RC2205'THROUGH THE GATE AND SHARP RIGHT (SOUTH) FOR 0.4 MILE TO THE TOP
 RC2205'OF THE HILL AND THE STATION.
 RC2205
 RC2205                          STATION RECOVERY (1965)
 RC2205
 RC2205'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (PAS)
 RC2205'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 RC2205'AND AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  A
 RC2205'METAL WITNESS POST WAS PLACED 2 FEET EAST OF THE STATION MARK
 RC2205'AND A METAL WITNESS POST WAS PLACED 1 FOOT EAST OF THE AZIMUTH
 RC2205'MARK.  A NEW TO REACH FOLLOWS.
 RC2205'
 RC2205'TO REACH THE STATION FROM THE MAUPIN POST OFFICE GO EAST ON
 RC2205'U.S. HIGHWAY 197 FOR 0.7 MILE TO THE BAKEOVEN ROAD AT THE
 RC2205'SOUTHEAST END OF THE BRIDGE OVER THE DESCHUTES RIVER, TURN SHARP
 RC2205'LEFT AND GO NORTHERLY ON THE WINDING, MACADAM BAKEOVEN ROAD
 RC2205'FOR 1.5 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 RC2205'NORTHERLY ON THE BAKEOVEN ROAD FOR 1.5 MILES TO A WIRE GATE AND
 RC2205'A CATTLE GUARD ON THE RIGHT, TURN SHARP RIGHT AND GO SOUTH,
 RC2205'UPHILL FOR 0.2 MILE TO THE SUMMIT AND STATION.
 RC2205
 RC2205                          STATION RECOVERY (1969)
 RC2205
 RC2205'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 RC2205'THE STATION MARK, BOTH REFERENCE MARKS AND THE AZIMUTH MARK
 RC2205'WERE RECOVERED AS DESCRIBED.  PREVIOUS DESCRIPTIONS ARE
 RC2205'CORRECT AND ADEQUATE.  THE HORIZONTAL DISTANCE TO THE REFERENCE
 RC2205'MARKS WAS VERIFIED, AND THE HORIZONTAL ANGLE TO THE MARKS
 RC2205'WAS VERIFIED.
 RC2205'
 RC2205'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RC2205'2 MILES NORTHEAST OF MAUPIN.
 RC2205
 RC2205                          STATION RECOVERY (1971)
 RC2205
 RC2205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 RC2205'THE STATION MARK, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK
 RC2205'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE ANGLE TO
 RC2205'THE AZIMUTH MARK WAS NOT VERIFIED AT THIS TIME.  THE STATION
 RC2205'IS ON LAND OWNED BY MR. EDWARD HAGEN.
 RC2205'
 RC2205'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RC2205'2 MILES NORTHEAST OF MAUPIN.
 RC2205
 RC2205                          STATION RECOVERY (1978)
 RC2205
 RC2205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 RC2205'THE STATION MARK, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK
 RC2205'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE TO REACH
 RC2205'SUBMITTED BY P. A. S. DATED 1965 IS CORRECT, AND ADEQUATE FOR
 RC2205'RECOVERY.
 RC2205'
 RC2205'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RC2205'2 MILES NORTHEAST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB1255 ***********************************************************************
 QB1255  DESIGNATION -  BAKER
 QB1255  PID         -  QB1255
 QB1255  STATE/COUNTY-  OR/BAKER
 QB1255  USGS QUAD   -  BAKER CITY (1994)
 QB1255
 QB1255                         *CURRENT SURVEY CONTROL
 QB1255  ___________________________________________________________________
 QB1255* NAD 83(1991)-  44 47 28.56738(N)    117 50 43.17972(W)     ADJUSTED  
 QB1255* NAVD 88     -      1040.9    (meters)    3415.     (feet)  VERTCON   
 QB1255  ___________________________________________________________________
 QB1255  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 QB1255  GEOID HEIGHT-         -17.14  (meters)                     GEOID03
 QB1255  HORZ ORDER  -  FIRST
 QB1255
 QB1255.The horizontal coordinates were established by classical geodetic methods
 QB1255.and adjusted by the National Geodetic Survey in October 1991.
 QB1255
 QB1255.The NAVD 88 height was computed by applying the VERTCON shift value to
 QB1255.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QB1255
 QB1255.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB1255
 QB1255.The geoid height was determined by GEOID03.
 QB1255
 QB1255;                    North         East     Units Scale Factor Converg.
 QB1255;SPC OR N     -   128,418.256 2,710,015.675   MT  0.99991616   +1 52 57.6
 QB1255;SPC OR N     -   421,319.74  8,891,127.54   iFT  0.99991616   +1 52 57.6
 QB1255;UTM  11      - 4,960,110.956   433,133.769   MT  0.99965498   -0 35 44.1
 QB1255
 QB1255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QB1255!SPC OR N     -   0.99983950  x   0.99991616  =   0.99975568
 QB1255!UTM  11      -   0.99983950  x   0.99965498  =   0.99949454
 QB1255
 QB1255:                Primary Azimuth Mark                     Grid Az
 QB1255:SPC OR N     -  MAGPIE                                   008 21 42.2
 QB1255:UTM  11      -  MAGPIE                                   010 50 23.9
 QB1255
 QB1255|---------------------------------------------------------------------|
 QB1255| PID    Reference Object                     Distance      Geod. Az  |
 QB1255|                                                           dddmmss.s |
 QB1255| QB1254 MAGPIE                              APPROX.17.1 KM 0101439.8 |
 QB1255| CD6719 BAKER RM 1                           16.523 METERS 08434     |
 QB1255| QB1249 LONE PINE                           APPROX. 9.4 KM 1163652.9 |
 QB1255| CD6720 BAKER RM 2                           15.628 METERS 18033     |
 QB1255| CD6718 BAKER AZ MK                                        1821137.1 |
 QB1255| QB1257 COYOTE POINT AIRWAY BEACON          APPROX.15.6 KM 3405516.7 |
 QB1255|---------------------------------------------------------------------|
 QB1255
 QB1255                          SUPERSEDED SURVEY CONTROL
 QB1255
 QB1255  NAD 83(1986)-  44 47 28.56942(N)    117 50 43.16430(W) AD(       ) 1
 QB1255  NAD 27      -  44 47 29.02500(N)    117 50 39.37300(W) AD(       ) 1
 QB1255  NGVD 29 (07/19/86) 1039.8    (m)         3411.     (f) VERT ANG    3  
 QB1255
 QB1255.Superseded values are not recommended for survey control.
 QB1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB1255.See file dsdata.txt to determine how the superseded data were derived.
 QB1255
 QB1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK3313460111(NAD 83)
 QB1255_MARKER: DS = TRIANGULATION STATION DISK
 QB1255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB1255_STAMPING: BAKER 1946
 QB1255_MARK LOGO: CGS   
 QB1255_MAGNETIC: N = NO MAGNETIC MATERIAL
 QB1255_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB1255_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QB1255+SATELLITE: SATELLITE OBSERVATIONS - July 06, 1988
 QB1255
 QB1255  HISTORY     - Date     Condition        Report By
 QB1255  HISTORY     - 1946     MONUMENTED       CGS
 QB1255  HISTORY     - 19880706 POOR             NGS
 QB1255
 QB1255                          STATION DESCRIPTION
 QB1255
 QB1255'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 QB1255'STATION IS LOCATED 0.1 MILE NORTH OF THE INTERSECTION OF H AND
 QB1255'13TH STREET IN THE CITY OF BAKER, 59 FEET NORTH OF A POWERLINE
 QB1255'POLE, 15 FEET EAST OF THE CENTERLINE OF 13TH STREET.  STATION MARK
 QB1255'IS A BRONZE DISK STAMPED BAKER 1946, SET IN A 12 INCH SQUARE
 QB1255'CONCRETE BLOCK WHICH PROJECTS 6 INCHES.
 QB1255'
 QB1255'REFERENCE MARK NO.1 IS A BRONZE DISK STAMPED BAKER NO 1 1946, SET
 QB1255'IN A 12 INCH SQUARE CONCRETE BLOCK WHICH PROJECTS 8 INCHES, 81
 QB1255'FEET NORTHEAST OF A POWERLINE POLE, 69 FEET EAST OF THE CENTERLINE
 QB1255'OF 13TH STREET, EAST OF AND SAME ELEVATION AS STATION MARK.
 QB1255'
 QB1255'REFERENCE MARK NO.2 IS A BRONZE DISK STAMPED BAKER NO 2 1946,
 QB1255'SET IN A 12 INCH SQUARE CONCRETE BLOCK WHICH PROJECTS 8 INCHES,
 QB1255'15 FEET EAST OF THE CENTERLINE OF 13TH STREET, 6 FEET NORTHEAST
 QB1255'OF A POWERLINE POLE, SOUTH OF AND SAME ELEVATION AS STATION MARK.
 QB1255'
 QB1255'AZIMUTH MARK IS A BRONZE DISK STAMPED BAKER 1946, SET IN A 12 INCH
 QB1255'SQUARE CONCRETE BLOCK FLUSH WITH GROUND LEVEL.  21 FEET WEST OF
 QB1255'CENTERLINE OF 13TH STREET, 1 FOOT EAST OF FENCE CORNER, 0.2 MILE
 QB1255'SOUTH OF STATION.
 QB1255
 QB1255                          STATION RECOVERY (1988)
 QB1255
 QB1255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (LLR)
 QB1255'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED.  REFERENCE MARK 1
 QB1255'HAAD BEEN HIT BY A PLOW AND WAS LEANING.  REFERENCE MARK 2 HAD ALSO
 QB1255'BEEN HIT AND WAS LEANING ALSO.  THE AZIMUTH MARK WAS SEARCHED FOR BUT
 QB1255'WAS NOT FOUND.  REFERENCE MARK NO 3 WAS SET. THE MARK IS LOCATED IN
 QB1255'BAKER, 0.1 MI (0.2 KM) NORTH OF THE INTERSECTION OF H AND 13TH STREET.
 QB1255'THE STATION IS A STANDARD CGS DISK STAMPED--BAKER  1946--, SET INTO
 QB1255'THE TOP OF A SQUARE CONCRETE MONUMENT, 30 CM ON SIDE.  LOCATED 17.7
 QB1255'METERS NORTH FROM A POWER POLE, 5.0 METERS E FROM CENTERLINE ON 13TH
 QB1255'AND 0.7 METERS SOUTH FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA1164 ***********************************************************************
 RA1164  DESIGNATION -  BAKER
 RA1164  PID         -  RA1164
 RA1164  STATE/COUNTY-  OR/WALLOWA
 RA1164  USGS QUAD   -  FOX POINT (1993)
 RA1164
 RA1164                         *CURRENT SURVEY CONTROL
 RA1164  ___________________________________________________________________
 RA1164* NAD 83(1991)-  45 26 11.34050(N)    117 31 33.71548(W)     ADJUSTED  
 RA1164* NAVD 88     -      2159.2    (meters)    7084.     (feet)  VERTCON   
 RA1164  ___________________________________________________________________
 RA1164  LAPLACE CORR-           7.09  (seconds)                    DEFLEC99
 RA1164  GEOID HEIGHT-         -16.36  (meters)                     GEOID03
 RA1164  HORZ ORDER  -  FIRST
 RA1164
 RA1164.The horizontal coordinates were established by classical geodetic methods
 RA1164.and adjusted by the National Geodetic Survey in October 1991.
 RA1164
 RA1164.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1164.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1164
 RA1164.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1164
 RA1164.The geoid height was determined by GEOID03.
 RA1164
 RA1164;                    North         East     Units Scale Factor Converg.
 RA1164;SPC OR N     -   200,947.737 2,732,626.240   MT  0.99990548   +2 06 32.7
 RA1164;SPC OR N     -   659,277.35  8,965,309.19   iFT  0.99990548   +2 06 32.7
 RA1164;UTM  11      - 5,031,574.608   458,856.622   MT  0.99962081   -0 22 29.2
 RA1164
 RA1164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1164!SPC OR N     -   0.99966416  x   0.99990548  =   0.99956968
 RA1164!UTM  11      -   0.99966416  x   0.99962081  =   0.99928510
 RA1164
 RA1164|---------------------------------------------------------------------|
 RA1164| PID    Reference Object                     Distance      Geod. Az  |
 RA1164|                                                           dddmmss.s |
 RA1164| CF4409 BAKER RM 1                            4.346 METERS 19730     |
 RA1164| RA1096 POINT PROMINENCE LOT                APPROX.15.5 KM 2423007.5 |
 RA1164| RA1165 POINT PROMINENCE LOOKOUT            APPROX.15.6 KM 2424524.4 |
 RA1164| CF4410 BAKER RM 2                           13.387 METERS 32008     |
 RA1164|---------------------------------------------------------------------|
 RA1164
 RA1164                          SUPERSEDED SURVEY CONTROL
 RA1164
 RA1164  NAD 83(1986)-  45 26 11.34297(N)    117 31 33.70198(W) AD(       ) 1
 RA1164  NAD 27      -  45 26 11.82704(N)    117 31 30.03447(W) AD(       ) 1
 RA1164  NGVD 29 (12/08/88) 2157.9    (m)         7080.     (f) VERT ANG    3  
 RA1164
 RA1164.Superseded values are not recommended for survey control.
 RA1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1164.See file dsdata.txt to determine how the superseded data were derived.
 RA1164
 RA1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML5885731575(NAD 83)
 RA1164_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RA1164_SETTING: 66 = SET IN ROCK OUTCROP
 RA1164
 RA1164  HISTORY     - Date     Condition        Report By
 RA1164  HISTORY     - 1946     MONUMENTED       CGS
 RA1164  HISTORY     - 1964     GOOD             USGS
 RA1164
 RA1164                          STATION DESCRIPTION
 RA1164
 RA1164'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JTJ)
 RA1164'THE STATION IS LOCATED ABOUT 12 MILES WEST OF ENTERPRISE, 9 MILES
 RA1164'SOUTH OF WALLOWA, 1-3/4 MILES NORTHWEST OF HUCKLEBERRY MOUNTAIN
 RA1164'LOOKOUT, AND JUST SOUTH OF THE HEAD OF BAKER CANYON.  IT IS ON A
 RA1164'SHARP BUTTE (TIMBERED ON THE NORTHEAST SIDE) OF THE RIDGE THAT
 RA1164'EXTENDS NORTHWEST FROM THE LOOKOUT AND SEPARATES THE WATERSHEDS
 RA1164'OF THE LOSTINE RIVER AND BEAR CREEK, WHICH IS ABOUT 1 MILE WEST.
 RA1164'
 RA1164'THE STATION MARK, STAMPED BAKER 1946, IS A STANDARD DISK SET IN
 RA1164'BEDROCK FLUSH WITH THE SURFACE ON THE HIGHEST POINT AND ALONG
 RA1164'THE CREST OF THE RIDGE.
 RA1164'
 RA1164'REFERENCE MARK NO. 1, STAMPED BAKER NO 1 1946, IS A STANDARD DISK
 RA1164'SET IN BEDROCK FLUSH WITH THE SURFACE OF THE SOUTHWEST SLOPE OF
 RA1164'THE RIDGE.  IT IS 4 FEET LOWER THAN THE STATION MARK.
 RA1164'
 RA1164'REFERENCE MARK NO. 2, STAMPED BAKER NO 2 1946, IS A STANDARD DISK
 RA1164'SET IN BEDROCK FLUSH WITH THE SURFACE OF THE SOUTHWEST SLOPE OF THE
 RA1164'RIDGE.  IT IS ABOUT 10 FEET SOUTHWEST OF THE CREST, 6 FEET EAST
 RA1164'OF A SCRUB JUNIPER, AND 6 FEET LOWER THAN THE STATION MARK.
 RA1164'
 RA1164'THE FLAG POLE AT THE HUCKLEBERRY MOUNTAIN LOOKOUT HOUSE, 1-3/4
 RA1164'MILES SOUTHEAST, SERVES AS THE AZIMUTH MARK FOR THIS STATION.  TO
 RA1164'REACH FROM THE STATION CONTINUE SOUTHEAST ON THE FOREST SERVICE
 RA1164'TRAIL LEADING ALONG THE RIDGE FOR ABOUT 2 MILES TO THE LOOKOUT.
 RA1164'
 RA1164'TO REACH THE STATION FROM THE POST OFFICE IN WALLOWA ON STATE
 RA1164'HIGHWAY 82 GO WEST ON THE HIGHWAY 0.3 MILE TO WHERE HIGHWAY TURNS
 RA1164'RIGHT.  HERE CONTINUE STRAIGHT AHEAD, WEST, 0.4 MILE TO ROAD
 RA1164'INTERSECTION.  TURN LEFT, AS PER BEAR CREEK ROAD SIGN, AND FOLLOW
 RA1164'THE ROAD UP BEAR CREEK, SOUTHERLY, FOR 8.0 MILES TO THE FOREST
 RA1164'SERVICE PUBLIC CAMP GROUNDS (ON THE WEST SIDE OF THE CREEK) AND
 RA1164'THE END OF TRUCK TRAVEL.
 RA1164'
 RA1164'FROM THE END OF TRUCK TRAVEL CONTINUE SOUTH 0.3 MILE TO A NARROW
 RA1164'BRIDGE CROSSING BEAR CREEK.  CROSS BRIDGE AND CONTINUE ON THE
 RA1164'TRAIL ALONG THE EAST SIDE OF THE CREEK FOR ABOUT 2 MILES TO TRAIL
 RA1164'FORK AND SIGN, HUCKLEBERRY L.O. 4 1/2.  TAKE LEFT FORK, AS PER
 RA1164'SIGN, AND CONTINUE ABOUT 2-1/2 MILES TO POINT WHERE THE TRAIL
 RA1164'LEAVES THE CREST OF THE RIDGE TO SKIRT THE ROCKY BUTTE.  HERE
 RA1164'LEAVE THE TRAIL AND CLIMB SOUTHERLY ABOUT 200 YARDS TO THE
 RA1164'HIGHEST POINT AND STATION SITE.  STATION IS APPROXIMATELY A 3
 RA1164'HOUR HORSE PACK FROM THE END OF TRUCK TRAVEL.
 RA1164
 RA1164                          STATION RECOVERY (1964)
 RA1164
 RA1164'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 RA1164'RECOVERED IN GOOD CONDITION.
 RA1164'
 RA1164'REACHED BY HELICOPTER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2576 ***********************************************************************
 QE2576  DESIGNATION -  BAKER
 QE2576  PID         -  QE2576
 QE2576  STATE/COUNTY-  OR/LANE
 QE2576  USGS QUAD   -  HECETA HEAD (1984)
 QE2576
 QE2576                         *CURRENT SURVEY CONTROL
 QE2576  ___________________________________________________________________
 QE2576* NAD 83(1991)-  44 14 18.17976(N)    124 05 44.49004(W)     ADJUSTED  
 QE2576* NAVD 88     -       379.     (meters)    1243.     (feet)  SCALED    
 QE2576  ___________________________________________________________________
 QE2576  LAPLACE CORR-          17.70  (seconds)                    DEFLEC99
 QE2576  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 QE2576  HORZ ORDER  -  THIRD
 QE2576
 QE2576.The horizontal coordinates were established by classical geodetic methods
 QE2576.and adjusted by the National Geodetic Survey in October 1991.
 QE2576
 QE2576.The orthometric height was scaled from a topographic map.
 QE2576
 QE2576.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2576
 QE2576.The geoid height was determined by GEOID03.
 QE2576
 QE2576;                    North         East     Units Scale Factor Converg.
 QE2576;SPC OR S     -   291,858.184 1,212,828.795   MT  1.00006935   -2 27 35.9
 QE2576;SPC OR S     -   957,539.97  3,979,097.10   iFT  1.00006935   -2 27 35.9
 QE2576;SPC OR N     -    69,922.976 2,212,848.032   MT  1.00002526   -2 33 00.1
 QE2576;SPC OR N     -   229,406.09  7,260,000.10   iFT  1.00002526   -2 33 00.1
 QE2576;UTM  10      - 4,898,933.779   412,506.230   MT  0.99969415   -0 45 52.0
 QE2576
 QE2576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2576!SPC OR S     -   0.99994431  x   1.00006935  =   1.00001365
 QE2576!SPC OR N     -   0.99994431  x   1.00002526  =   0.99996956
 QE2576!UTM  10      -   0.99994431  x   0.99969415  =   0.99963847
 QE2576
 QE2576|---------------------------------------------------------------------|
 QE2576| PID    Reference Object                     Distance      Geod. Az  |
 QE2576|                                                           dddmmss.s |
 QE2576| CD9545 BAKER RM 1                           37.360 METERS 12824     |
 QE2576| CD9546 BAKER RM 2                           13.450 METERS 18922     |
 QE2576| QE2580 SHARKEY                             APPROX. 1.7 KM 2992257.4 |
 QE2576|---------------------------------------------------------------------|
 QE2576
 QE2576                          SUPERSEDED SURVEY CONTROL
 QE2576
 QE2576  NAD 83(1986)-  44 14 18.19261(N)    124 05 44.55478(W) AD(       ) 3
 QE2576  NAD 27      -  44 14 18.76481(N)    124 05 40.11493(W) AD(       ) 3
 QE2576
 QE2576.Superseded values are not recommended for survey control.
 QE2576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2576.See file dsdata.txt to determine how the superseded data were derived.
 QE2576
 QE2576_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP1250698934(NAD 83)
 QE2576_MARKER: Z = SEE DESCRIPTION
 QE2576_SETTING: 0 = UNSPECIFIED SETTING
 QE2576
 QE2576  HISTORY     - Date     Condition        Report By
 QE2576  HISTORY     - 1927     MONUMENTED       CGS
 QE2576  HISTORY     - 1933     SEE DESCRIPTION  CGS
 QE2576
 QE2576                          STATION DESCRIPTION
 QE2576
 QE2576'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (GLB)
 QE2576'STATION IS LOCATED ON THE W EDGE OF A FLAT-TOPPED HILL ABOUT
 QE2576'1-1/4 MILES NE OF THE MOUTH OF TEN MILE CREEK, ABOUT 1 MILE FROM
 QE2576'THE BEACH, NEAR THE W EDGE OF A SHARP HUMMOCK.  FAIRVIEW IS JUST
 QE2576'VISIBLE TO E.
 QE2576'
 QE2576'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN
 QE2576'DRILL HOLES IN BOULDERS.
 QE2576'
 QE2576'REFERENCE MARK NO.1 TO E OF STATION ON SLIGHTLY HIGHER GROUND
 QE2576'AND REFERENCE MARK NO.2 TO S OF STATION ON SLIGHTLY LOWER
 QE2576'GROUND.
 QE2576'
 QE2576'TO GO TO STATION LEAVE ROAD NEAR MAILBOX OF MR. BAKER.  FOLLOW
 QE2576'TRAIL UP DRAW N OF RANCH HOUSE AND EASTWARD UP RIDGE TO TOP.
 QE2576
 QE2576                          STATION RECOVERY (1933)
 QE2576
 QE2576'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (LAM)
 QE2576'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  LOCATED
 QE2576'ABOUT 7 MILES, AIRLINE, N OF HECETA HEAD, ON A FLAT-TOPPED HILL
 QE2576'ABOUT 1.25 MILES NE OF THE MOUTH OF TEN MILE CREEK.  IT IS ON THE
 QE2576'W EDGE OF A SHARP HUMMOCK WITH FAIRVIEW JUST VISIBLE TO THE
 QE2576'SE.  THE POINT IS ABOUT 1 MILE E OF THE OREGON COAST HIGHWAY, AND
 QE2576'MAY BE REACHED BY FOLLOWING A TRAIL UP A DRAW N OF THE BAKER
 QE2576'RANCH HOUSE, THENCE E UP THE RIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SD0622 ***********************************************************************
 SD0622  DESIGNATION -  BAKER 2
 SD0622  PID         -  SD0622
 SD0622  STATE/COUNTY-  OR/CLATSOP
 SD0622  USGS QUAD   -  CAPE DISAPPOINTMENT (1984)
 SD0622
 SD0622                         *CURRENT SURVEY CONTROL
 SD0622  ___________________________________________________________________
 SD0622* NAD 83(1991)-  46 16 49.02367(N)    124 01 05.10186(W)     ADJUSTED  
 SD0622* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 SD0622  ___________________________________________________________________
 SD0622  LAPLACE CORR-          13.58  (seconds)                    DEFLEC99
 SD0622  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 SD0622  HORZ ORDER  -  SECOND
 SD0622
 SD0622.The horizontal coordinates were established by classical geodetic methods
 SD0622.and adjusted by the National Geodetic Survey in October 1991.
 SD0622
 SD0622.The orthometric height was scaled from a topographic map.
 SD0622
 SD0622.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0622
 SD0622.The geoid height was determined by GEOID03.
 SD0622
 SD0622;                    North         East     Units Scale Factor Converg.
 SD0622;SPC OR N     -   296,353.798 2,228,920.012   MT  1.00008341   -2 29 41.9
 SD0622;SPC OR N     -   972,289.36  7,312,729.70   iFT  1.00008341   -2 29 41.9
 SD0622;SPC WA S     -   111,298.464   228,966.162   MT  0.99992868   -2 33 19.9
 SD0622;SPC WA S     -   365,151.71    751,199.82   sFT  0.99992868   -2 33 19.9
 SD0622;UTM  10      - 5,125,693.424   421,566.586   MT  0.99967562   -0 44 09.0
 SD0622
 SD0622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SD0622!SPC OR N     -   1.00000331  x   1.00008341  =   1.00008672
 SD0622!SPC WA S     -   1.00000331  x   0.99992868  =   0.99993199
 SD0622!UTM  10      -   1.00000331  x   0.99967562  =   0.99967893
 SD0622
 SD0622:                Primary Azimuth Mark                     Grid Az
 SD0622:SPC OR N     -  CHINOOK RESET                            054 11 38.4
 SD0622:SPC WA S     -  CHINOOK RESET                            054 15 16.4
 SD0622:UTM  10      -  CHINOOK RESET                            052 26 05.5
 SD0622
 SD0622|---------------------------------------------------------------------|
 SD0622| PID    Reference Object                     Distance      Geod. Az  |
 SD0622|                                                           dddmmss.s |
 SD0622| SC2291 CHINOOK RESET                       APPROX. 4.2 KM 0514156.5 |
 SD0622| SD0634 BAKER BAY EAST CHANNEL LT 15        APPROX. 1.0 KM 0965934.1 |
 SD0622| SC2301 CHINOOK CHANNEL LIGHT               APPROX. 5.1 KM 1000836.5 |
 SD0622| SC2265 BAKER BAY E CHAN LT 10 1952         APPROX. 3.1 KM 1042827.7 |
 SD0622| SC2271 BAKER BAY EAST CHANNEL LT 13        APPROX. 2.1 KM 1064144.4 |
 SD0622| SC2254 SAND                                APPROX. 3.9 KM 1210500.9 |
 SD0622| SC2270 SAND IS DIRECTIONAL LT FRONT        APPROX. 2.5 KM 1294201.8 |
 SD0622| SC2273 SAND ISLAND LOOKOUT TOWER M 4       APPROX. 2.9 KM 1320201.9 |
 SD0622| SC2309 SAND ISLAND UPPER DIKE LIGHT        APPROX. 3.9 KM 1340201.6 |
 SD0622| SC2267 SAND ISLAND MIDDLE DIKE LIGHT       APPROX. 2.9 KM 1435555.6 |
 SD0622| SD0584 SAND ISLAND LOOKOUT TOWER M 5       APPROX. 1.7 KM 1625903.6 |
 SD0622| DD9361 BAKER 2 RM 1                          9.394 METERS 23653     |
 SD0622| DD9362 BAKER 2 RM 2                         10.138 METERS 31224     |
 SD0622| SD0574 ILWACO DOCK LIGHT                   APPROX. 2.8 KM 3222726.2 |
 SD0622| SD0627 BAKER BAY EAST CHANNEL LT 23        APPROX. 1.5 KM 3415550.2 |
 SD0622| SD0633 BAKER BAY EAST CHANNEL LT 21        APPROX. 1.1 KM 3562302.5 |
 SD0622|---------------------------------------------------------------------|
 SD0622
 SD0622                          SUPERSEDED SURVEY CONTROL
 SD0622
 SD0622  NAD 83(1986)-  46 16 49.02856(N)    124 01 05.07628(W) AD(       ) 2
 SD0622  NAD 27      -  46 16 49.66678(N)    124 01 00.52762(W) AD(       ) 2
 SD0622
 SD0622.Superseded values are not recommended for survey control.
 SD0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0622.See file dsdata.txt to determine how the superseded data were derived.
 SD0622
 SD0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2156725693(NAD 83)
 SD0622_MARKER: Z = SEE DESCRIPTION
 SD0622_SETTING: 0 = UNSPECIFIED SETTING
 SD0622
 SD0622  HISTORY     - Date     Condition        Report By
 SD0622  HISTORY     - 1951     MONUMENTED       CGS
 SD0622  HISTORY     - 1958     SEE DESCRIPTION  CGS
 SD0622
 SD0622                          STATION DESCRIPTION
 SD0622
 SD0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (HGC)
 SD0622'STATION IS LOCATED ON THE E SHORE OF SAND ISLAND IN BAKER BAY,
 SD0622'COLUMBIA RIVER, ABOUT 0.8 MILE S OF THE EXTREME N TIP OF THE
 SD0622'ISLAND, ON A PROMINENT SAND DUNE JUST S OF A MARSHY INDENTATION
 SD0622'IN THE SHORELINE.  THE RUINS OF AN OLD FISH TRAP ARE JUST OFFSHORE
 SD0622'FROM THE STATION.
 SD0622'
 SD0622'STATION MARK IS A STANDARD DISK, STAMPED BAKER 2 1951, SET IN
 SD0622'CONCRETE IN THE TOP OF A TILE PROJECTING 6 INCHES ABOVE THE SAND.
 SD0622'
 SD0622'R.M. 1 IS A STANDARD DISK SET IN A CONCRETE POST W OF THE
 SD0622'STATION.  IT IS STAMPED BAKER 2 NO 1 1951.
 SD0622'
 SD0622'R.M. 2 IS A STANDARD DISK STAMPED BAKER 2 NO 2 1951 SET IN A
 SD0622'CONCRETE POST N OF THE STATION.
 SD0622'
 SD0622'THE INSHORE AREAS HERE ARE SHOAL AND FOUL WITH BROKEN
 SD0622'PILING.  LANDING IS BEST MADE BY SKIFF AND THEN WADING ASHORE.
 SD0622'
 SD0622'THE STATION WAS NOT LOCATED IN 1951 DUE TO BAD WEATHER AND THE
 SD0622'CLOSING OF THE FIELD SEASON.  THE STATION IS 2 METERS E OF
 SD0622'U.S.E. HYDROGRAPHIC SIGNAL FURZ 1950 WHOSE POSITION IS AS
 SD0622'FOLLOWS--LAT. 46 DEG 16 MIN 49.59 SEC.  LONG. 124 DEG 01 MIN
 SD0622'00.60 SEC.
 SD0622
 SD0622                          STATION RECOVERY (1958)
 SD0622
 SD0622'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (VRS)
 SD0622'RECOVERED IN GOOD CONDITION, ABOUT 2-1/2 MILES SOUTH-SOUTHEAST
 SD0622'OF ILWACO, ABOUT 0.8 MILE SOUTH OF THE NORTHERN END OF SAND
 SD0622'ISLAND, ON THE EASTERN SHORE OF SAND ISLAND, ON A SAND DUNE, 6.5
 SD0622'FEET EAST OF A POST.
 SD0622'
 SD0622'THE STATION IS A STANDARD DISK STAMPED BAKER 2 1951 SET IN THE
 SD0622'TOP OF A ROUND, CONCRETE MONUMENT, PROJECTING 6 INCHES ABOVE THE
 SD0622'GROUND.
 SD0622'
 SD0622'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED BAKER 2 NO 1
 SD0622'1951 SET IN THE TOP OF A 6 INCH SQUARE, CONCRETE MONUMENT,
 SD0622'PROJECTING 6 INCHES ABOVE THE GROUND.
 SD0622'
 SD0622'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED BAKER 2 NO 2
 SD0622'1951 SET IN THE TOP OF A 6 INCH SQUARE, CONCRETE MONUMENT,
 SD0622'PROJECTING 6 INCHES ABOVE THE GROUND.
 SD0622'
 SD0622'THE STATION CAN BE REACHED BY LANDING A SMALL BOAT ON THE EAST
 SD0622'SHORE OF SAND ISLAND AND WADING ASHORE TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SD0633 ***********************************************************************
 SD0633  DESIGNATION -  BAKER BAY EAST CHANNEL LT 21
 SD0633  PID         -  SD0633
 SD0633  STATE/COUNTY-  OR/CLATSOP
 SD0633  USGS QUAD   -  CAPE DISAPPOINTMENT (1984)
 SD0633
 SD0633                         *CURRENT SURVEY CONTROL
 SD0633  ___________________________________________________________________
 SD0633* NAD 83(1991)-  46 17 25.52209(N)    124 01 08.42904(W)     ADJUSTED  
 SD0633* NAVD 88     -              **(meters)            **(feet)            
 SD0633  ___________________________________________________________________
 SD0633  LAPLACE CORR-          13.76  (seconds)                    DEFLEC99
 SD0633  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 SD0633  HORZ ORDER  -  THIRD
 SD0633
 SD0633.The horizontal coordinates were established by classical geodetic methods
 SD0633.and adjusted by the National Geodetic Survey in October 1991.
 SD0633
 SD0633
 SD0633.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0633
 SD0633.The geoid height was determined by GEOID03.
 SD0633
 SD0633;                    North         East     Units Scale Factor Converg.
 SD0633;SPC OR N     -   297,482.885 2,228,897.919   MT  1.00008688   -2 29 44.3
 SD0633;SPC OR N     -   975,993.72  7,312,657.21   iFT  1.00008688   -2 29 44.3
 SD0633;SPC WA S     -   112,427.397   228,945.265   MT  0.99992775   -2 33 22.3
 SD0633;SPC WA S     -   368,855.55    751,131.26   sFT  0.99992775   -2 33 22.3
 SD0633;UTM  10      - 5,126,820.839   421,509.867   MT  0.99967573   -0 44 11.9
 SD0633
 SD0633                          SUPERSEDED SURVEY CONTROL
 SD0633
 SD0633  NAD 83(1986)-  46 17 25.52651(N)    124 01 08.40360(W) AD(       ) 4
 SD0633  NAD 27      -  46 17 26.16576(N)    124 01 03.85332(W) AD(       ) 3
 SD0633
 SD0633.Superseded values are not recommended for survey control.
 SD0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0633.See file dsdata.txt to determine how the superseded data were derived.
 SD0633
 SD0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2151026821(NAD 83)
 SD0633
 SD0633  HISTORY     - Date     Condition        Report By
 SD0633  HISTORY     - UNK      MONUMENTED
 SD0633  HISTORY     - 1958     SEE DESCRIPTION  CGS
 SD0633  HISTORY     - 20040830 MARK NOT FOUND   USPSQD
 SD0633
 SD0633                          STATION DESCRIPTION
 SD0633
 SD0633'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (VRS)
 SD0633'A NEW POSITION WAS DETERMINED IN 1958.
 SD0633'
 SD0633'LOCATED ABOUT 1-1/2 MILES SOUTHEAST OF ILWACO ABOUT 1500 FEET
 SD0633'SOUTHEAST OF THE NORTHERNMOST TIP OF SAND ISLAND IN BAKER BAY.
 SD0633'
 SD0633'THE STATION IS A NAVIGATIONAL AID LIGHT SUPPORTED BY A DOLPHIN
 SD0633'AND A SMALL WOODEN PLATFORM.  THE LIGHT BAR DIRECTLY UNDER THE
 SD0633'LIGHT IS PAINTED WHITE WITH A WHITE 21 PAINTED ON A BLACK SQUARE.
 SD0633
 SD0633                          STATION RECOVERY (2004)
 SD0633
 SD0633'RECOVERY NOTE BY US POWER SQUADRON 2004 (SO)
 SD0633'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SD0634 ***********************************************************************
 SD0634  DESIGNATION -  BAKER BAY EAST CHANNEL LT 15
 SD0634  PID         -  SD0634
 SD0634  STATE/COUNTY-  OR/CLATSOP
 SD0634  USGS QUAD   -  CAPE DISAPPOINTMENT (1984)
 SD0634
 SD0634                         *CURRENT SURVEY CONTROL
 SD0634  ___________________________________________________________________
 SD0634* NAD 83(1991)-  46 16 45.04105(N)    124 00 18.30455(W)     ADJUSTED  
 SD0634* NAVD 88     -              **(meters)            **(feet)            
 SD0634  ___________________________________________________________________
 SD0634  LAPLACE CORR-          13.78  (seconds)                    DEFLEC99
 SD0634  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 SD0634  HORZ ORDER  -  THIRD
 SD0634
 SD0634.The horizontal coordinates were established by classical geodetic methods
 SD0634.and adjusted by the National Geodetic Survey in October 1991.
 SD0634
 SD0634
 SD0634.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0634
 SD0634.The geoid height was determined by GEOID03.
 SD0634
 SD0634;                    North         East     Units Scale Factor Converg.
 SD0634;SPC OR N     -   296,187.396 2,229,915.684   MT  1.00008303   -2 29 08.7
 SD0634;SPC OR N     -   971,743.43  7,315,996.34   iFT  1.00008303   -2 29 08.7
 SD0634;SPC WA S     -   111,131.038   229,961.504   MT  0.99992878   -2 32 45.9
 SD0634;SPC WA S     -   364,602.41    754,465.37   sFT  0.99992878   -2 32 45.9
 SD0634;UTM  10      - 5,125,557.723   422,566.488   MT  0.99967370   -0 43 35.1
 SD0634
 SD0634                          SUPERSEDED SURVEY CONTROL
 SD0634
 SD0634  NAD 83(1986)-  46 16 45.04606(N)    124 00 18.27954(W) AD(       ) 4
 SD0634  NAD 27      -  46 16 45.68359(N)    124 00 13.73360(W) AD(       ) 3
 SD0634
 SD0634.Superseded values are not recommended for survey control.
 SD0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0634.See file dsdata.txt to determine how the superseded data were derived.
 SD0634
 SD0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2256625558(NAD 83)
 SD0634
 SD0634  HISTORY     - Date     Condition        Report By
 SD0634  HISTORY     - 1958     MONUMENTED       CGS
 SD0634  HISTORY     - 20040830 MARK NOT FOUND   USPSQD
 SD0634
 SD0634                          STATION DESCRIPTION
 SD0634
 SD0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (VRS)
 SD0634'LOCATED ABOUT 3 MILES WEST OF CHINOOK ABOUT 1/2 MILE EAST OF THE
 SD0634'WESTERLY PORTION ON SAND ISLAND IN BAKER BAY.
 SD0634'
 SD0634'THE STATION IS THE CENTER OF FLASHING WHITE NAVIGATION LIGHT THAT
 SD0634'RESTS ON A WHITE BOX.  THE BOX SETS ON A SMALL WOODEN PLATFORM
 SD0634'THAT IS SUPPORTED BY A PILE DOLPHIN.  A WHITE NUMBER 15 ON A BLACK
 SD0634'RECTANGLE APPEARS ON TWO SIDES OF THE WHITE BOX.
 SD0634
 SD0634                          STATION RECOVERY (2004)
 SD0634
 SD0634'RECOVERY NOTE BY US POWER SQUADRON 2004 (SO)
 SD0634'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC2292 ***********************************************************************
 SC2292  DESIGNATION -  BAKER BAY EAST CHANNEL LT 2
 SC2292  PID         -  SC2292
 SC2292  STATE/COUNTY-  OR/CLATSOP
 SC2292  USGS QUAD   -  CHINOOK (1984)
 SC2292
 SC2292                         *CURRENT SURVEY CONTROL
 SC2292  ___________________________________________________________________
 SC2292* NAD 83(1991)-  46 15 14.13841(N)    123 57 24.15588(W)     ADJUSTED  
 SC2292* NAVD 88     -              **(meters)            **(feet)            
 SC2292  ___________________________________________________________________
 SC2292  LAPLACE CORR-          16.00  (seconds)                    DEFLEC99
 SC2292  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 SC2292  HORZ ORDER  -  THIRD
 SC2292
 SC2292.The horizontal coordinates were established by classical geodetic methods
 SC2292.and adjusted by the National Geodetic Survey in October 1991.
 SC2292
 SC2292
 SC2292.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2292
 SC2292.The geoid height was determined by GEOID03.
 SC2292
 SC2292;                    North         East     Units Scale Factor Converg.
 SC2292;SPC OR N     -   293,222.359 2,233,520.837   MT  1.00007453   -2 27 05.2
 SC2292;SPC OR N     -   962,015.61  7,327,824.27   iFT  1.00007453   -2 27 05.2
 SC2292;SPC WA S     -   108,162.675   233,563.019   MT  0.99993121   -2 30 39.4
 SC2292;SPC WA S     -   354,863.71    766,281.34   sFT  0.99993121   -2 30 39.4
 SC2292;UTM  10      - 5,122,705.963   426,259.487   MT  0.99966684   -0 41 28.2
 SC2292
 SC2292                          SUPERSEDED SURVEY CONTROL
 SC2292
 SC2292  NAD 83(1986)-  46 15 14.14520(N)    123 57 24.13348(W) AD(       ) 4
 SC2292  NAD 27      -  46 15 14.77810(N)    123 57 19.59586(W) AD(       ) 3
 SC2292
 SC2292.Superseded values are not recommended for survey control.
 SC2292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2292.See file dsdata.txt to determine how the superseded data were derived.
 SC2292
 SC2292_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2625922706(NAD 83)
 SC2292_MARKER: 14 = NAVIGATION LIGHT
 SC2292
 SC2292  HISTORY     - Date     Condition        Report By
 SC2292  HISTORY     - 1958     FIRST OBSERVED   CGS
 SC2292
 SC2292                          STATION DESCRIPTION
 SC2292
 SC2292'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (VRS)
 SC2292'LOCATED ABOUT 1-3/4 MILES SOUTH OF CHINOOK ABOUT 1-1/2 MILES WEST OF
 SC2292'CHINOOK POINT ON THE SOUTHEAST SIDE OF BAKER BAY IN THE COLUMBIA
 SC2292'RIVER.
 SC2292'
 SC2292'THE STATION IS THE CENTER OF A FLASHING WHITE RAVIGATION LIGHT THAT
 SC2292'PROJECTS ABOVE A WHITE LIGHT BOX.  THE BOX RESTS ON A SMALL WOODEN
 SC2292'PLATFORM THAT IS SUPPORTED BY A WOODEN PILING DOLPHIN.
 SC2292'
 SC2292'LISTED IN PACIFIC COAST LIGHT LIST, 1958, AS NO. 1566.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1630 ***********************************************************************
 RD1630  DESIGNATION -  BAKER POINT
 RD1630  PID         -  RD1630
 RD1630  STATE/COUNTY-  OR/COLUMBIA
 RD1630  USGS QUAD   -  BAKER POINT (1979)
 RD1630
 RD1630                         *CURRENT SURVEY CONTROL
 RD1630  ___________________________________________________________________
 RD1630* NAD 83(1991)-  45 54 19.83488(N)    123 06 17.07275(W)     ADJUSTED  
 RD1630* NAVD 88     -       573.     (meters)    1880.     (feet)  SCALED    
 RD1630  ___________________________________________________________________
 RD1630  LAPLACE CORR-          -2.77  (seconds)                    DEFLEC99
 RD1630  GEOID HEIGHT-         -21.62  (meters)                     GEOID03
 RD1630  HORZ ORDER  -  FIRST
 RD1630
 RD1630.The horizontal coordinates were established by classical geodetic methods
 RD1630.and adjusted by the National Geodetic Survey in October 1991.
 RD1630
 RD1630.The orthometric height was scaled from a topographic map.
 RD1630
 RD1630.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1630
 RD1630.The geoid height was determined by GEOID03.
 RD1630
 RD1630;                    North         East     Units Scale Factor Converg.
 RD1630;SPC OR N     -   252,050.004 2,297,924.464   MT  0.99997735   -1 50 50.1
 RD1630;SPC OR N     -   826,935.71  7,539,122.26   iFT  0.99997735   -1 50 50.1
 RD1630;UTM  10      - 5,083,554.391   491,875.757   MT  0.99960081   -0 04 30.8
 RD1630
 RD1630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1630!SPC OR N     -   0.99991355  x   0.99997735  =   0.99989090
 RD1630!UTM  10      -   0.99991355  x   0.99960081  =   0.99951440
 RD1630
 RD1630|---------------------------------------------------------------------|
 RD1630| PID    Reference Object                     Distance      Geod. Az  |
 RD1630|                                                           dddmmss.s |
 RD1630| RD1629 BAKER POINT LOOKOUT HOUSE           136.851 METERS 02444     |
 RD1630| DD9364 BAKER POINT RM 2 AZIMUTH                           14616     |
 RD1630| DD9363 BAKER POINT RM 1                     28.261 METERS 19656     |
 RD1630| RD1633 HOFFMAN                             APPROX.17.0 KM 1973434.0 |
 RD1630| DD9365 BAKER POINT RM 3                     15.138 METERS 29928     |
 RD1630|---------------------------------------------------------------------|
 RD1630
 RD1630                          SUPERSEDED SURVEY CONTROL
 RD1630
 RD1630  NAD 83(1986)-  45 54 19.85259(N)    123 06 17.06727(W) AD(       ) 1
 RD1630  NAD 27      -  45 54 20.44823(N)    123 06 12.66197(W) AD(       ) 1
 RD1630
 RD1630.Superseded values are not recommended for survey control.
 RD1630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1630.See file dsdata.txt to determine how the superseded data were derived.
 RD1630
 RD1630_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR9187683554(NAD 83)
 RD1630_MARKER: DS = TRIANGULATION STATION DISK
 RD1630_SETTING: 80 = SET IN A BOULDER
 RD1630_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 RD1630
 RD1630  HISTORY     - Date     Condition        Report By
 RD1630  HISTORY     - 1934     MONUMENTED       CGS
 RD1630  HISTORY     - 1935     GOOD             CGS
 RD1630  HISTORY     - 1968     GOOD             CGS
 RD1630  HISTORY     - 1970     GOOD             NGS
 RD1630  HISTORY     - 1980     GOOD             NGS
 RD1630
 RD1630                          STATION DESCRIPTION
 RD1630
 RD1630'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CP)
 RD1630'STATION IS LOCATED ABOUT 16 MILES W OF ST. HELENS ON SUMMIT OF
 RD1630'WHAT IS LOCALLY KNOWN AS BAKER POINT, THE HIGHEST HILL IN THE
 RD1630'VICINITY.  IT IS ON NW END OF SUMMIT 136.85 METERS SW OF LOOKOUT
 RD1630'STATION (A GUYED TREE WITH PLATFORM MOUNTED ON TOP).  STATION IS
 RD1630'SET IN BURIED BOULDER AMONG STUMPS IN CUT OVER SECTION.
 RD1630'
 RD1630'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN
 RD1630'A DRILL HOLE IN A BOULDER.
 RD1630'
 RD1630'REFERENCE MARK NO.2, AZIMUTH MARK, IS LOCATED 3/16 MILE SE ALONG
 RD1630'FLAT SUMMIT OF THE RIDGE.
 RD1630'
 RD1630'REACHED FROM ST. HELENS AS FOLLOWS--GO W ON VERNONIA AND PITTSBURG
 RD1630'ROAD 2.4 MILES, TAKE LEFT FORK AND GO 10.5 MILES TO CROSSROADS,
 RD1630'STRAIGHT AHEAD 7.2 MILES, TURN SHARP RIGHT AND GO 1.3 MILES THEN
 RD1630'TAKE RIGHT FORK AND GO 1.1 MILES TO LOOKOUT AND STATION.
 RD1630
 RD1630                          STATION RECOVERY (1935)
 RD1630
 RD1630'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CP)
 RD1630'STATION IS LOCATED ABOUT 16 MILES W OF ST. HELENS ON THE SUMMIT
 RD1630'OF WHAT IS LOCALLY KNOWN AS BAKER POINT, THE HIGHEST HILL IN THAT
 RD1630'VICINITY.  IT IS ON THE NW END OF THE SUMMIT 136.85 METERS SW OF
 RD1630'THE LOOKOUT STATION (A GUYED TREE WITH PLATFORM MOUNTED ON
 RD1630'TOP).  STATION IS SET IN A BURIED BOULDER AMONG STUMPS IN A CUT
 RD1630'OVER SECTION.
 RD1630'
 RD1630'STATION, REFERENCE AND AZIMUTH MARKS ARE BRONZE TABLETS SET IN
 RD1630'BURIED BOULDERS.
 RD1630'
 RD1630'REACHED FROM ST. HELENS AS FOLLOWS--GO W ON VERNONIA AND PITTSBURG
 RD1630'ROAD 12.9 MILES TO CROSSROADS, STRAIGHT AHEAD ON MAIN-TRAVELED
 RD1630'ROAD 7.2 MILES, TURN RIGHT ON SIDE ROAD AND GO 1.3 MILES, TAKE
 RD1630'RIGHT FORK UP THE HILL AND GO 1.1 MILES TO LOOKOUT AND STATION.
 RD1630'
 RD1630'REFERENCE MARK NO.2, AZIMUTH, IS LOCATED 3/16 MILE SE ALONG FLAT
 RD1630'SUMMIT OF THE RIDGE.
 RD1630
 RD1630                          STATION RECOVERY (1968)
 RD1630
 RD1630'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (NET)
 RD1630'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 3
 RD1630'WERE RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED
 RD1630'FOR BUT NOT RECOVERED.  IT IS NOT BELIEVED TO BE DESTROYED.  THE
 RD1630'BRUSH AND TIMBER IS DENSE ON THIS SUMMIT MAKING RECOVERY
 RD1630'DIFFICULT.  LANDMARKS HAVE CHANGED.  A NEW AND COMPLETE
 RD1630'DESCRIPTION FOLLOWS.
 RD1630'
 RD1630'THE STATION IS ON FOREST SERVICE LAND, 2 MILES NORTHEAST OF
 RD1630'PITTSBURG, ON A PROMINENT SUMMIT KNOWN AS BAKER POINT.
 RD1630'
 RD1630'TO REACH THE STATION FROM THE PITTSBURG GUARD STATION GO EAST ON
 RD1630'STATE HIGHWAY 47 FOR 0.35 MILE TO A SIDE ROAD RIGHT, TURN RIGHT
 RD1630'AND GO SOUTH ON MACADAM ROAD FOR 0.15 MILE TO A GRAVELED ROAD
 RD1630'LEFT, TURN LEFT AND GO EASTERLY ON THE GRAVELED ROAD, (OLD
 RD1630'PITTSBURG-ST HELENS ROAD), FOR 2.9 MILES TO A SIDE ROAD LEFT AND
 RD1630'SIGN, BAKER PT. ROAD, TURN LEFT AS PER SIGN AND GO NORTH FOR 1.4
 RD1630'MILES TO A FORK, TAKE RIGHT FORK AND GO SOUTHERLY FOR 1.1 MILES
 RD1630'TO THE END OF THE ROAD, THE FORMER SITE OF A LOOKOUT TOWER AND
 RD1630'THE STATION.
 RD1630'
 RD1630'THE STATION MARK, STAMPED BAKER PT 1934, IS A STANDARD DISK SET
 RD1630'IN A DRILL HOLE IN A 1-FOOT SQUARE BOULDER THAT PROJECTS 1
 RD1630'INCH.  IT IS 14 FEET WEST-NORTHWEST OF THE NORTHEAST BASE FOR
 RD1630'THE DISMANTLED LOOKOUT TOWER, 10 FEET NORTH OF THE NORTHWEST
 RD1630'BASE FOR THE DISMANTLED LOOKOUT TOWER AND 1 FOOT NORTHWEST OF A
 RD1630'METAL WITNESS POST.
 RD1630'
 RD1630'REFERENCE MARK NO. 1, STAMPED BAKER PT NO 1 1934, IS A STANDARD
 RD1630'DISK CEMENTED IN A DRILL IN A 1-FOOT SQUARE BOULDER THAT PROJECTS
 RD1630'1 INCH 92 FEET SOUTH OF THE WITNESS POST AND 7 FEET EAST-NORTHEAST
 RD1630'OF A 1-FOOT FIR TREE.
 RD1630'
 RD1630'REFERENCE MARK NO. 3, STAMPED BAKER PT NO 3 1934, IS A STANDARD
 RD1630'DISK CEMENTED IN A DRILL HOLE IN A 2 BY 2 FOOT BOULDER THAT
 RD1630'PROJECTS 2 INCHES, 51 FEET NORTHWEST OF THE WITNESS POST, 10
 RD1630'FEET NORTH-NORTHEAST OF AN 18-INCH FIR TREE AND 1 FOOT EAST OF A
 RD1630'ROCK CAIRN.
 RD1630
 RD1630                          STATION RECOVERY (1970)
 RD1630
 RD1630'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 RD1630'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 RD1630'(AZIMUTH MARK), AND REFERENCE MARK NO. 3 WERE RECOVERED IN GOOD
 RD1630'CONDITION.  LINE OF SIGHT WAS NOT CLEARED TO REFERENCE MARK
 RD1630'NO. 2, (AZIMUTH MARK).  ROADS HAVE CHANGED.  A NEW AND COMPLETE
 RD1630'DESCRIPTION FOLLOWS.
 RD1630'
 RD1630'THE STATION IS 5-1/2 MILES NORTHEAST OF VERNONIA IN SEC. 19,
 RD1630'T 5 N, R 3 W, ON A SUMMIT THAT IS LOCALLY KNOWN AS BAKER POINT,
 RD1630'WHICH IS HEAVILY WOODED, AND OWNED BY LONGVIEW FIBRE CORP.
 RD1630'
 RD1630'TO REACH THE STATION FROM THE CROSS STREET JUST NORTH OF THE
 RD1630'VERNONIA POST OFFICE GO EAST ON STATE HIGHWAY 47 FOR 5.2 MILES
 RD1630'TO A MACADAM ROAD RIGHT TOWARD SCAPPOOSE, TURN RIGHT AND GO
 RD1630'SOUTH ON THE MACADAM ROAD FOR 0.15 MILE TO A GRAVELED ROAD LEFT,
 RD1630'TURN LEFT AND GO EASTERLY ON THE GRAVELED ROAD, (OLD
 RD1630'PITTSBURG- ST HELENS ROAD), FOR 2.9 MILES TO A SIDE ROAD LEFT
 RD1630'AND SIGN, BAKER PT. RD., TURN LEFT AND GO NORTH FOR 1.0 MILE TO
 RD1630'A FORK, TAKE RIGHT FORK, NORTHEAST, AND UPGRADE, FOR 0.35
 RD1630'MILE TO A FORK, TAKE THE RIGHT FORK AS PER SIGN, BAKER PT.
 RD1630'L.O., FOR 0.75 MILE TO A FORK, KEEP RIGHT FORK STRAIGHT AHEAD
 RD1630'FOR 0.1 MILE TO A FORK, TAKE THE LEFT FORK, UPGRADE FOR 0.3
 RD1630'MILE TO THE FORMER SITE OF THE LOOKOUT TOWER, THE END OF THE
 RD1630'ROAD, AND THE STATION.
 RD1630'
 RD1630'THE STATION MARK, STAMPED BAKER PT 1934, IS A STANDARD DISK
 RD1630'CEMENTED IN A DRILL HOLE IN A 1-FOOT SQUARE BOULDER THAT PROJECTS
 RD1630'1 INCH, 14 FEET WEST-NORTHWEST OF THE NORTHEAST FOOTING OF
 RD1630'THE DISMANTLED LOOKOUT TOWER, 10 FEET NORTH OF THE NORTHEAST
 RD1630'FOOTING, AND 1 FOOT NORTHWEST OF A METAL WITNESS POST.
 RD1630'
 RD1630'REFERENCE MARK NO. 1, STAMPED BAKER PT NO 1 1934, IS A STANDARD
 RD1630'DISK CEMENTED IN A DRILL HOLE IN A 12-INCH SQUARE BOULDER THAT
 RD1630'PROJECTS 1 INCH, 92 FEET SOUTH OF THE WITNESS POST, 7 FEET
 RD1630'EAST-NORTHEAST OF A 1-FOOT FIR TREE, AND 1-1/2 FEET LOWER THAN THE
 RD1630'STATION.
 RD1630'
 RD1630'REFERENCE MARK NO. 3, STAMPED BAKER PT NO 3 1934, IS A STANDARD
 RD1630'DISK CEMENTED IN A DRILL HOLE 2 BY 2 FOOT BOULDER THAT PROJECTS
 RD1630'2 INCHES, 51 FEET NORTHWEST OF THE WITNESS POST, AND 1 FOOT EAST
 RD1630'OF A ROCK CAIRN.
 RD1630'
 RD1630'TO REACH REFERENCE MARK 2, (AZIMUTH MARK), FROM THE STATION HIKE
 RD1630'SOUTHEAST FOR 200 METERS TO A ROCKY BENCH, AND THE MARK.
 RD1630'
 RD1630'REFERENCE MARK NO. 2, STAMPED BAKER PT NO 2 1934, IS A STANDARD
 RD1630'DISK CEMENTED IN A DRILL HOLE IN 2 BY 2 FOOT BOULDER THAT PROJECTS
 RD1630'6 INCHES, 1 FOOT WEST OF A ROCK CAIRN, AND 1 FOOT EAST OF A METAL
 RD1630'WITNESS POST.
 RD1630'
 RD1630'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RD1630'5-1/2 MILES NORTHEAST OF VERNONIA.
 RD1630
 RD1630                          STATION RECOVERY (1980)
 RD1630
 RD1630'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 RD1630'THE STATION, REFERENCE MARKS 1 AND 3 WERE RECOVERED IN GOOD
 RD1630'CONDITION.  REFERENCE MARK 2, AZIMUTH MARK, WAS SEARCHED FOR
 RD1630'BUT WAS NOT FOUND.  IT IS BELIEVED STILL IN PLACE BUT COVERED BY
 RD1630'BRUSH.  CONSIDERABLE CLEARING OR A 100 FOOT TOWER WOULD BE NEEDED TO
 RD1630'SEE FROM THIS STATION.
 RD1630'
 RD1630'THE STATION IS LOCATED ABOUT 5-1/2 MILES NORTHEAST OF VERONIA, ON A
 RD1630'HEAVILY WOODED POINT WHICH IS KNOWN LOCALLY AS BAKER POINT, ON LAND
 RD1630'OWNED BY THE LONGVIEW FIBRE CORP.
 RD1630'
 RD1630'TO REACH THE STATION FROM THE POST OFFICE IN VERNONIA, GO NORTH AND
 RD1630'EAST FOR 5.4 MILES, TURN RIGHT ON PAVED ROAD TOWARD SCAPPOOSE AND GO
 RD1630'0.15 MILE, TURN LEFT ON A GRAVEL ROAD AND GO 3.1 MILES TO A SIDE ROAD
 RD1630'LEFT, TURN LEFT AND GO 1.1 MILES TO A FORK, TAKE RIGHT FORK AND GO
 RD1630'0.8 MILE TO A FORK, KEEP RIGHT FORK AND GO 0.1 MILE TO A FORK, TAKE
 RD1630'LEFT FORK UPHILL FOR 0.3 MILE TO OLD LOOKOUT SITE AND THE STATION ON
 RD1630'THE RIGHT.
 RD1630'
 RD1630'THE STATION IS A STANDARD US COAST AND GEODETIC SURVEY (NOW NOS) DISK
 RD1630'STAMPED---BAKER PT 1934---SET INTO THE TOP OF A PARTIALLY EXPOSED
 RD1630'BOULDER OF 0.3 METER (1 FOOT) LARGEST DIMENSION LOCATED 15.2 METERS
 RD1630'(50 FEET) N FROM THE END OF THE ROAD AND 0.46 METER (1.5 FEET) NW
 RD1630'FROM A METAL WITNESS POST.
 RD1630'
 RD1630'REFERENCE MARK NO. 1 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 RD1630'NOS) DISK STAMPED---BAKER PT NO 1 1934---SET INTO THE TOP OF A
 RD1630'PARTIALLY EXPOSED BOULDER OF 0.3 METER (1 FOOT) LARGEST DIMENSION
 RD1630'LOCATED 9.1 METERS (30 FEET) W FROM THE EDGE OF THE CLEARING, 4.6
 RD1630'METERS (15 FEET) N FROM A 20 INCH IN DIAMETER FIR TREE WITH WITNESS
 RD1630'SIGN, AND 0.3 METER (1 FOOT) LOWER THAN THE STATION.
 RD1630'
 RD1630'REFERENCE MARK NO. 3 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 RD1630'NOS) DISK STAMPED---BAKER PT. 1934 NO 3---SET INTO THE TOP OF A
 RD1630'BOULDER OF 0.6 METER (2 FEET) LARGEST DIMENSION LOCATED 14.9 METERS
 RD1630'(49 FEET) N FROM A METAL WITNESS POST, 2.4 METERS (8 FEET) E FROM A
 RD1630'36 INCH IN DIAMETER FIR WITH A WITNESS SIGN ATTACHED, AND 0.3 METER
 RD1630'(1 FOOT) HIGHER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1629 ***********************************************************************
 RD1629  DESIGNATION -  BAKER POINT LOOKOUT HOUSE
 RD1629  PID         -  RD1629
 RD1629  STATE/COUNTY-  OR/COLUMBIA
 RD1629  USGS QUAD   -  BAKER POINT (1979)
 RD1629
 RD1629                         *CURRENT SURVEY CONTROL
 RD1629  ___________________________________________________________________
 RD1629* NAD 83(1991)-  45 54 23.86052(N)    123 06 14.41572(W)     NO CHECK  
 RD1629* NAVD 88     -       562.     (meters)    1844.     (feet)  SCALED    
 RD1629  ___________________________________________________________________
 RD1629  LAPLACE CORR-          -2.82  (seconds)                    DEFLEC99
 RD1629  GEOID HEIGHT-         -21.62  (meters)                     GEOID03
 RD1629  HORZ ORDER  -  THIRD
 RD1629
 RD1629.The horizontal coordinates were established by classical geodetic methods
 RD1629.and adjusted by the National Geodetic Survey in October 1991.
 RD1629.No horizontal observational check was made to the station.
 RD1629
 RD1629.The orthometric height was scaled from a topographic map.
 RD1629
 RD1629.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1629
 RD1629.The geoid height was determined by GEOID03.
 RD1629
 RD1629;                    North         East     Units Scale Factor Converg.
 RD1629;SPC OR N     -   252,172.382 2,297,985.708   MT  0.99997760   -1 50 48.2
 RD1629;SPC OR N     -   827,337.21  7,539,323.19   iFT  0.99997760   -1 50 48.2
 RD1629;UTM  10      - 5,083,678.557   491,933.166   MT  0.99960080   -0 04 28.9
 RD1629
 RD1629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1629!SPC OR N     -   0.99991528  x   0.99997760  =   0.99989288
 RD1629!UTM  10      -   0.99991528  x   0.99960080  =   0.99951611
 RD1629
 RD1629                          SUPERSEDED SURVEY CONTROL
 RD1629
 RD1629  NAD 83(1986)-  45 54 23.87822(N)    123 06 14.41025(W) AD(       ) 4
 RD1629  NAD 27      -  45 54 24.47400(N)    123 06 10.00700(W) AD(       ) 3
 RD1629
 RD1629.Superseded values are not recommended for survey control.
 RD1629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1629.See file dsdata.txt to determine how the superseded data were derived.
 RD1629
 RD1629_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR9193383679(NAD 83)
 RD1629_MARKER: 73 = LOOKOUT HOUSE
 RD1629
 RD1629  HISTORY     - Date     Condition        Report By
 RD1629  HISTORY     - 1934     FIRST OBSERVED   CGS
 RD1629
 RD1629                          STATION DESCRIPTION
 RD1629
 RD1629'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2325 ***********************************************************************
 RD2325  DESIGNATION -  BAL
 RD2325  PID         -  RD2325
 RD2325  STATE/COUNTY-  OR/MULTNOMAH
 RD2325  USGS QUAD   -  CAMAS (1993)
 RD2325
 RD2325                         *CURRENT SURVEY CONTROL
 RD2325  ___________________________________________________________________
 RD2325* NAD 83(1991)-  45 31 09.07926(N)    122 27 30.89208(W)     ADJUSTED  
 RD2325* NAVD 88     -        76.74   (+/-2cm)     251.8    (feet)  VERTCON   
 RD2325  ___________________________________________________________________
 RD2325  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 RD2325  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 RD2325  HORZ ORDER  -  THIRD
 RD2325  VERT ORDER  -  THIRD ? (See Below)
 RD2325
 RD2325.The horizontal coordinates were established by classical geodetic methods
 RD2325.and adjusted by the National Geodetic Survey in October 1991.
 RD2325
 RD2325.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD2325.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD2325.The vertical order pertains to the NGVD 29 superseded value.
 RD2325
 RD2325.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2325
 RD2325.The geoid height was determined by GEOID03.
 RD2325
 RD2325;                    North         East     Units Scale Factor Converg.
 RD2325;SPC OR N     -   207,711.437 2,347,001.357   MT  0.99991326   -1 23 20.4
 RD2325;SPC OR N     -   681,467.97  7,700,135.69   iFT  0.99991326   -1 23 20.4
 RD2325;SPC WA S     -    22,558.373   346,975.667   MT  1.00008597   -1 25 21.7
 RD2325;SPC WA S     -    74,010.26  1,138,369.33   sFT  1.00008597   -1 25 21.7
 RD2325;UTM  10      - 5,040,770.862   542,284.943   MT  0.99962198   +0 23 10.7
 RD2325
 RD2325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2325!SPC OR N     -   0.99999153  x   0.99991326  =   0.99990479
 RD2325!SPC WA S     -   0.99999153  x   1.00008597  =   1.00007750
 RD2325!UTM  10      -   0.99999153  x   0.99962198  =   0.99961352
 RD2325
 RD2325                          SUPERSEDED SURVEY CONTROL
 RD2325
 RD2325  NAD 83(1986)-  45 31 09.09486(N)    122 27 30.89799(W) AD(       ) 3
 RD2325  NAD 27      -  45 31 09.65900(N)    122 27 26.56300(W) AD(       ) 3
 RD2325  NGVD 29 (07/19/86)   75.69   (m)          248.3    (f) LEVELING    3  
 RD2325
 RD2325.Superseded values are not recommended for survey control.
 RD2325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2325.See file dsdata.txt to determine how the superseded data were derived.
 RD2325
 RD2325_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER4228540771(NAD 83)
 RD2325_MARKER: DB = BENCH MARK DISK
 RD2325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD2325_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RD2325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD2325+STABILITY: SURFACE MOTION
 RD2325
 RD2325  HISTORY     - Date     Condition        Report By
 RD2325  HISTORY     - 1946     MONUMENTED       CGS
 RD2325  HISTORY     - 1952     GOOD             CGS
 RD2325  HISTORY     - 1961     MARK NOT FOUND   USGS
 RD2325  HISTORY     - 19941005 MARK NOT FOUND   USPSQD
 RD2325
 RD2325                          STATION DESCRIPTION
 RD2325
 RD2325'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAE)
 RD2325'THE STATION IS LOCATED ABOUT 6 MILES E OF PORTLAND, ALONG THE BASE
 RD2325'LINE ROAD, 23.5 FEET N OF THE CENTER OF THE ROAD, ABOUT 20 FEET E
 RD2325'OF THE DRIVEWAY TO HOUSE NO. 11 E 31, AND ON THE PROLONGATION OF
 RD2325'THE CENTER LINE OF ELEVEN MILE ROAD WHICH LEADS S.
 RD2325'
 RD2325'STATION MARK IS A STANDARD STATE SURVEY BENCH-MARK DISK SET IN THE
 RD2325'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS SET FLUSH WITH
 RD2325'THE GROUND.  DISK IS STAMPED BAL, 1935, 248.
 RD2325'
 RD2325'BENCH MARK CAY (OREG. GEOD. S.), WHICH IS ALSO A TRAVERSE STATION, IS
 RD2325'VISIBLE FROM THE GROUND AT THIS STATION.
 RD2325
 RD2325                          STATION RECOVERY (1952)
 RD2325
 RD2325'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ANS)
 RD2325'THE STATION WAS RECOVERED AND THE MARK WAS FOUND IN EXCELLENT
 RD2325'CONDITION.
 RD2325'
 RD2325'STATION IS ON THE E SIDE OF PORTLAND AND ON THE N SIDE OF S.E. STARK
 RD2325'STREET AT ITS INTERSECTION WITH S.E. ONE HUNDRED AND NINETY-NINTH
 RD2325'AVENUE.
 RD2325'
 RD2325'STATION MARK IS A STANDARD STATE SURVEY DISK, STAMPED BAL 1935 248,
 RD2325'SET IN A 10-INCH SQUARE CONCRETE POST 1/2 INCH BELOW THE SURFACE OF
 RD2325'A LAWN.  IT IS 23.5 FEET N OF THE CENTER OF STARK STREET, 22.6 FEET
 RD2325'E OF THE CENTER OF THE DRIVEWAY LEADING TO HOUSE NO. 19825, ABOUT
 RD2325'8 FEET W OF THE EXTENSION OF THE E RIGHT-OF-WAY LINE OF ONE
 RD2325'HUNDRED AND NINETY-NINTH AVENUE, AND 7 FEET S OF A FENCE.
 RD2325
 RD2325                          STATION RECOVERY (1961)
 RD2325
 RD2325'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 RD2325'STATION NOT FOUND.  BENCH MARK IS COVERED IN THE DRIVEWAY AND NO
 RD2325'ATTEMPT WAS MADE TO UNCOVER IT.
 RD2325
 RD2325                          STATION RECOVERY (1994)
 RD2325
 RD2325'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD2325'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3054 ***********************************************************************
 RD3054  DESIGNATION -  BALCH
 RD3054  PID         -  RD3054
 RD3054  STATE/COUNTY-  OR/MULTNOMAH
 RD3054  USGS QUAD   -  PORTLAND (1990)
 RD3054
 RD3054                         *CURRENT SURVEY CONTROL
 RD3054  ___________________________________________________________________
 RD3054* NAD 83(1991)-  45 31 52.87800(N)    122 42 33.84288(W)     ADJUSTED  
 RD3054* NAVD 88     -       115.     (meters)     377.     (feet)  SCALED    
 RD3054  ___________________________________________________________________
 RD3054  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 RD3054  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 RD3054  HORZ ORDER  -  THIRD
 RD3054
 RD3054.The horizontal coordinates were established by classical geodetic methods
 RD3054.and adjusted by the National Geodetic Survey in October 1991.
 RD3054
 RD3054.The orthometric height was scaled from a topographic map.
 RD3054
 RD3054.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3054
 RD3054.The geoid height was determined by GEOID03.
 RD3054
 RD3054;                    North         East     Units Scale Factor Converg.
 RD3054;SPC OR N     -   209,568.404 2,327,449.635   MT  0.99991459   -1 34 00.8
 RD3054;SPC OR N     -   687,560.38  7,635,989.62   iFT  0.99991459   -1 34 00.8
 RD3054;SPC WA S     -    24,427.896   327,421.785   MT  1.00008210   -1 36 17.6
 RD3054;SPC WA S     -    80,143.86  1,074,216.31   sFT  1.00008210   -1 36 17.6
 RD3054;UTM  10      - 5,042,021.028   522,690.979   MT  0.99960633   +0 12 26.6
 RD3054
 RD3054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3054!SPC OR N     -   0.99998554  x   0.99991459  =   0.99990013
 RD3054!SPC WA S     -   0.99998554  x   1.00008210  =   1.00006764
 RD3054!UTM  10      -   0.99998554  x   0.99960633  =   0.99959188
 RD3054
 RD3054:                Primary Azimuth Mark                     Grid Az
 RD3054:SPC OR N     -  VANCOUVER LOWER FS 1889                  021 13 01.8
 RD3054:SPC WA S     -  VANCOUVER LOWER FS 1889                  021 15 18.6
 RD3054:UTM  10      -  VANCOUVER LOWER FS 1889                  019 26 34.4
 RD3054
 RD3054|---------------------------------------------------------------------|
 RD3054| PID    Reference Object                     Distance      Geod. Az  |
 RD3054|                                                           dddmmss.s |
 RD3054| RD3420 VANCOUVER LOWER FS 1889             APPROX.11.3 KM 0193901.0 |
 RD3054| RD3223 DEAF AND DUMB SCHOOL 1889           APPROX.11.7 KM 0274802.0 |
 RD3054| RD3031 HARNEY                              APPROX.11.8 KM 0304342.4 |
 RD3054| SB1000 MOUNT ADAMS                                        0511714.1 |
 RD3054| RD3209 PORTLAND CONGREGATIONAL CHURCH      APPROX. 3.2 KM 1264338.6 |
 RD3054|---------------------------------------------------------------------|
 RD3054
 RD3054                          SUPERSEDED SURVEY CONTROL
 RD3054
 RD3054  NAD 83(1986)-  45 31 52.89702(N)    122 42 33.84741(W) AD(       ) 3
 RD3054  NAD 27      -  45 31 53.47300(N)    122 42 29.49600(W) AD(       ) 3
 RD3054
 RD3054.Superseded values are not recommended for survey control.
 RD3054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3054.See file dsdata.txt to determine how the superseded data were derived.
 RD3054
 RD3054_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER2269142021(NAD 83)
 RD3054_MARKER: DS = TRIANGULATION STATION DISK
 RD3054_SETTING: 0 = UNSPECIFIED SETTING
 RD3054_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD3054
 RD3054  HISTORY     - Date     Condition        Report By
 RD3054  HISTORY     - 1881     MONUMENTED       CGS
 RD3054  HISTORY     - 1906     GOOD             CGS
 RD3054  HISTORY     - 1959     MARK NOT FOUND   CGS
 RD3054
 RD3054                          STATION DESCRIPTION
 RD3054
 RD3054'DESCRIBED BY COAST AND GEODETIC SURVEY 1906
 RD3054'IT IS IMMEDIATELY NORTHWEST OF THE CITY LIMITS OF PORTLAND, ABOUT A
 RD3054'MILE SOUTH OF THE WILLAMETTE RIVER, ON THE FIRST SMALL LEVEL BENCH OF
 RD3054'THE SPUR MAKING OUT FROM THE RIDGE WEST OF CORNELL ROAD, AND ABOUT
 RD3054'225 FEET ABOVE THE ROAD.  THE STATION IS MARKED UNDERGROUND BY A
 RD3054'BROKEN-NECKED BOTTLE PLACED NECK UP 2 FEET BELOW THE SURFACE, AND BY
 RD3054'A CROSS IN THE TOP OF A COPPER BOLT SET IN CONCRETE 6 INCHES ABOVE
 RD3054'THE BOTTLE, AND AT THE SURFACE BY A CROSS ON AN OLD-TYPE STATION
 RD3054'MARK SET IN CONCRETE, WHICH IS INSCRIBED WITH THE LETTERS C. AND
 RD3054'G.S.  THE OLD-TYPE STATION MARK CONSISTS OF A DISK AND A SHANK
 RD3054'MADE OF BRASS AND CAST INTO ONE PIECE.  THE DISK IS ABOUT 85 MM. IN
 RD3054'DIAMETER AND HAS A POLISHED CENTER SURROUNDED BY THE RAISED LETTERS
 RD3054'U.S.C. AND G.S. AND A RAISED FLANGE AROUND THE EDGE.  THE REFERENCE
 RD3054'MARKS ARE THE REMAINS OF TWO BRICK PIERS BUILT IN LINE TO THE WEST
 RD3054'OF THE STATION, WITH THEIR FOUNDATION ABOUT 20 INCHES BELOW THE
 RD3054'SURFACE, THE NEAREST EDGE OF THE FIRST PIER BEING 1 METER WEST OF
 RD3054'THE STATION.
 RD3054
 RD3054                          STATION RECOVERY (1959)
 RD3054
 RD3054'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (ANS)
 RD3054'THE GEOGRAPHIC POSITION OF THE STATION WAS PLOTTED ON A 1947
 RD3054'PLANIMETRIC MAP, PORTLAND NO. 21, AND THE AREA THUS LOCATED WAS
 RD3054'VISITED.  A SEARCH WAS CONDUCTED BUT NO MARKS WERE FOUND.  STREET
 RD3054'AND HOME CONSTRUCTION, AS WELL AS LANDSCAPING, INDICATE THAT IT IS
 RD3054'VERY IMPROBABLE THE STATION CAN EVER BE RECOVERED.
 RD3054'
 RD3054'IT IS RECOMMENDED THAT THE STATION BE LISTED AS LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2057 ***********************************************************************
 QE2057  DESIGNATION -  BALD
 QE2057  PID         -  QE2057
 QE2057  STATE/COUNTY-  OR/BENTON
 QE2057  USGS QUAD   -  CORVALLIS (1986)
 QE2057
 QE2057                         *CURRENT SURVEY CONTROL
 QE2057  ___________________________________________________________________
 QE2057* NAD 83(1991)-  44 33 56.01806(N)    123 20 05.85347(W)     ADJUSTED  
 QE2057* NAVD 88     -       231.1    (meters)     758.     (feet)  VERTCON   
 QE2057  ___________________________________________________________________
 QE2057  LAPLACE CORR-          -7.21  (seconds)                    DEFLEC99
 QE2057  GEOID HEIGHT-         -22.49  (meters)                     GEOID03
 QE2057  HORZ ORDER  -  THIRD
 QE2057
 QE2057.The horizontal coordinates were established by classical geodetic methods
 QE2057.and adjusted by the National Geodetic Survey in October 1991.
 QE2057
 QE2057.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE2057.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE2057
 QE2057.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2057
 QE2057.The geoid height was determined by GEOID03.
 QE2057
 QE2057;                    North         East     Units Scale Factor Converg.
 QE2057;SPC OR N     -   103,838.045 2,274,847.294   MT  0.99994961   -2 00 37.8
 QE2057;SPC OR N     -   340,676.00  7,463,409.76   iFT  0.99994961   -2 00 37.8
 QE2057;UTM  10      - 4,934,746.089   473,401.345   MT  0.99960870   -0 14 06.2
 QE2057
 QE2057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2057!SPC OR N     -   0.99996729  x   0.99994961  =   0.99991690
 QE2057!UTM  10      -   0.99996729  x   0.99960870  =   0.99957600
 QE2057
 QE2057|---------------------------------------------------------------------|
 QE2057| PID    Reference Object                     Distance      Geod. Az  |
 QE2057|                                                           dddmmss.s |
 QE2057| CD9558 BALD RM 1                            15.028 METERS 03057     |
 QE2057| QE2053 LILLY                               APPROX. 2.7 KM 0643744.3 |
 QE2057| QE2062 CORVALLIS ORE ST COLL STACK         APPROX. 4.7 KM 0933355.3 |
 QE2057| CD9559 BALD RM 2                            14.502 METERS 11719     |
 QE2057| QE0620 B 232 304                                          1795138.2 |
 QE2057| CD9560 BALD RM 3                             8.312 METERS 19832     |
 QE2057|---------------------------------------------------------------------|
 QE2057
 QE2057                          SUPERSEDED SURVEY CONTROL
 QE2057
 QE2057  NAD 83(1986)-  44 33 56.04383(N)    123 20 05.87904(W) AD(       ) 3
 QE2057  NAD 27      -  44 33 56.60846(N)    123 20 01.51628(W) AD(       ) 3
 QE2057  NGVD 29 (07/19/86)  230.1    (m)          755.     (f) VERT ANG    3  
 QE2057
 QE2057.Superseded values are not recommended for survey control.
 QE2057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2057.See file dsdata.txt to determine how the superseded data were derived.
 QE2057
 QE2057_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ7340134746(NAD 83)
 QE2057_MARKER: Z = SEE DESCRIPTION
 QE2057_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QE2057
 QE2057  HISTORY     - Date     Condition        Report By
 QE2057  HISTORY     - 1940     MONUMENTED       USGS
 QE2057  HISTORY     - 1941     SEE DESCRIPTION  ORGS
 QE2057  HISTORY     - 1945     SEE DESCRIPTION  CGS
 QE2057  HISTORY     - 1965     SEE DESCRIPTION  CGS
 QE2057  HISTORY     - 1969     SEE DESCRIPTION  CGS
 QE2057  HISTORY     - 1977     SEE DESCRIPTION  NGS
 QE2057  HISTORY     - 1979     GOOD             NGS
 QE2057
 QE2057                          STATION DESCRIPTION
 QE2057
 QE2057'DESCRIBED BY US GEOLOGICAL SURVEY 1940 (ANS)
 QE2057'STATION IS ABOUT 3.5 MILES WEST OF CORVALLIS, 1.5 MILES NORTH OF
 QE2057'STATE HIGHWAY 26, AND ABOUT 0.25 MILE NORTH OF CORVALLIS WATER
 QE2057'RESERVOIR ON THE HIGHEST PART OF A BALD HILL KNOWN LOCALLY AS
 QE2057'BALD BUTTE.
 QE2057'
 QE2057'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 26 AND U.S. HIGHWAY
 QE2057'99W, GO WEST ON STATE HIGHWAY 26 FOR 1.4 MILES TO A FORK, TAKE
 QE2057'RIGHT FORK OFF THE PAVED ROAD STRAIGHT AHEAD 2.0 MILES TO RAILROAD
 QE2057'CROSSING, CONTINUE ACROSS TRACKS AND THEN GO NORTHEAST 0.2 MILE TO
 QE2057'THE ENTRANCE GATE OF RESERVOIR PROPERTY AT END OF TRUCK TRAVEL,
 QE2057'FROM HERE PACK ABOUT 1/3 MILE NORTHWEST TO TOP OF HILL AND
 QE2057'STATION.
 QE2057'
 QE2057'STATION NOT STAMPED.  IT IS A U.S. GEOLOGICAL SURVEY MARK SET
 QE2057'IN A 2.5-INCH IRON PIPE THAT PROJECTS ABOUT 18 INCHES ABOVE THE
 QE2057'GROUND.  IT IS 56.6 FEET NORTHWEST OF FENCE CORNER, AND 51.4 FEET
 QE2057'WEST OF FENCE.
 QE2057'
 QE2057'AZIMUTH MARK, STAMPED B 232 304 FEET 1934, IS A U.S. COAST AND
 QE2057'GEODETIC SURVEY AND OREGON GEODETIC SURVEY MARK SET IN A 14-INCH
 QE2057'SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 QE2057'1.5 FEET NORTH OF FENCE, 1.0 FOOT NORTH OF WHITE REFERENCE POST
 QE2057'STAMPED U S B M AND 38.3 FEET SOUTH OF THE CENTERLINE OF STATE
 QE2057'HIGHWAY 26.  TO REACH AZIMUTH MARK, GO WEST FROM THE JUNCTION OF
 QE2057'U.S. HIGHWAY 99W AND STATE HIGHWAY 26 ON STATE HIGHWAY 26 FOR
 QE2057'4.0 MILES TO AZIMUTH MARK ON THE SOUTH SIDE OF HIGHWAY.
 QE2057'
 QE2057'REFERENCE MARK NO.1, STAMPED BALD NO 1 1940, IS SET IN AN IRON
 QE2057'PIPE THAT PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.  IT IS ABOUT
 QE2057'THE SAME ELEVATION AS THE STATION, 69.5 FEET NORTH OF FENCE CORNER,
 QE2057'AND 26.6 FEET WEST OF FENCE.
 QE2057'
 QE2057'REFERENCE MARK NO.2, STAMPED BALD NO 2 1940, IS SET IN AN IRON
 QE2057'PIPE THAT PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.  IT IS ABOUT
 QE2057'4.0 FEET LOWER THAN THE STATION, AND 9.4 FEET WEST OF FENCE CORNER.
 QE2057
 QE2057                          STATION RECOVERY (1941)
 QE2057
 QE2057'RECOVERY NOTE BY OREGON GEODETIC SURVEY 1941
 QE2057'AZIMUTH MARK B 232 (U.S. COAST AND GEODETIC SURVEY AND OREGON
 QE2057'GEODETIC SURVEY) IS ABOUT 1.7 MILES EAST OF PHILOMATH ON
 QE2057'CORVALLIS-NEWPORT HIGHWAY, FIRST SUMMIT EAST OF PHILOMATH, WEST
 QE2057'END OF SLIGHT CURVE, 38 FEET SOUTH OF HIGHWAY.  DISK STAMPED
 QE2057'304 B 232 1934 IN CONCRETE POST.  303.569 FEET.
 QE2057
 QE2057                          STATION RECOVERY (1945)
 QE2057
 QE2057'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (ANS)
 QE2057'STATION WAS RECOVERED AS DESCRIBED AND THE MARK IS IN GOOD
 QE2057'CONDITION.  THE STATION IS ABOUT 3.5 MILES W OF CORVALLIS, 1.5
 QE2057'MILES N OF U.S. HIGHWAY 20 (WHICH WAS STATE HIGHWAY 26 IN 1940),
 QE2057'AND ABOUT 0.25 MILE N OF THE CORVALLIS WATER RESERVOIR ON THE
 QE2057'HIGHEST PART OF A BALD HILL KNOWN AS BALD BUTTE.
 QE2057'
 QE2057'STATION MARK IS A U.S. GEOLOGICAL SURVEY CAP RIVETED ON THE TOP
 QE2057'OF A 2-1/2-INCH IRON PIPE THAT PROJECTS ABOUT 18 INCHES ABOVE THE
 QE2057'GROUND.  MARK IS NOT STAMPED.  IT IS 56.6 FEET NW OF A FENCE
 QE2057'CORNER, 51.4 FEET W OF THE N-S FENCE LINE, AND 30 FEET SE OF A
 QE2057'LARGE BUSH.
 QE2057'
 QE2057'REFERENCE MARK 1 WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 QE2057'CONDITION.  IT IS A BRONZE DISK SET IN A CAST-IRON SOIL PIPE
 QE2057'PROJECTING ABOUT 6 INCHES ABOVE THE GROUND AND IS STAMPED BALD
 QE2057'NO 1 1940.  IT IS 69.5 FEET N OF FENCE CORNER, 26.6 FEET W
 QE2057'OF FENCE LINE, 20 FEET S OF THE SHOULDER OF THE HILL, AND AT
 QE2057'ABOUT THE SAME ELEVATION AS THE STATION.  A BRONZE REFERENCE
 QE2057'DISK.
 QE2057'
 QE2057'REFERENCE MARK 2 WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 QE2057'CONDITION.  IT IS A BRONZE DISK SET IN A CAST-IRON SOIL PIPE
 QE2057'PROJECTING ABOUT 6 INCHES ABOVE THE GROUND AND IS STAMPED BALD
 QE2057'NO 2 1940.  IT IS 9.4 FEET W OF A FENCE CORNER AND ABOUT 4 FEET
 QE2057'LOWER THAN THE STATION.  A BRONZE REFERENCE DISK.
 QE2057'
 QE2057'AZIMUTH MARK WAS VISITED BUT NOT OBSERVED UPON BECAUSE A HOUSE
 QE2057'HAS BEEN BUILT ON LINE.  IT WILL TAKE A 20-FOOT STAND TO SEE
 QE2057'THE AZIMUTH MARK FROM THE STATION.  THE MARK IS A STATE SURVEY
 QE2057'MARK SET IN A 14-INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND
 QE2057'AND IS STAMPED B 232 304 FEET 1934.  IT IS 38.3 FEET S OF THE
 QE2057'CENTER OF U.S. HIGHWAY 20, 13 FEET W OF A GATE, 1.5 FEET N OF
 QE2057'FENCE LINE, AND 1 FOOT N OF WHITE REFERENCE POST.
 QE2057'
 QE2057'TO REACH AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAY 99W AND
 QE2057'U.S. HIGHWAY 20, GO W ON U.S. HIGHWAY 20 FOR 4.0 MILES TO THE
 QE2057'MARK ON THE LEFT (S) SIDE OF THE ROAD.
 QE2057'
 QE2057'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 99W AND
 QE2057'U.S. HIGHWAY 20, GO W ON U.S. HIGHWAY 20 (WHICH WAS STATE HIGHWAY
 QE2057'26 IN 1940) FOR 1.4 MILES TO A FORK.  TAKE RIGHT FORK W STRAIGHT
 QE2057'AHEAD FOR 2.0 MILES TO RAILROAD CROSSING, CONTINUE ACROSS TRACKS
 QE2057'AND GO RIGHT (NE) FOR 0.2 MILE TO THE ENTRANCE TO RESERVOIR
 QE2057'PROPERTY AND END OF TRUCK TRAVEL.  FROM HERE PACK ABOUT 0.33
 QE2057'MILE NW TO TOP OF HILL AND STATION.
 QE2057
 QE2057                          STATION RECOVERY (1965)
 QE2057
 QE2057'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (PAS)
 QE2057'THE STATION MARK, REFERENCE MARK NO. 2 AND AZIMUTH MARK WERE
 QE2057'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 1 HAD
 QE2057'BEEN DESTROYED.  REFERENCE MARK NO. 3 WAS ESTABLISHED.  LINE OF
 QE2057'SIGHT TO THE AZIMUTH MARK IS OBSTRUCTED BY A HOUSE.  THE ROUTE TO
 QE2057'THE STATION HAS CHANGED.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 QE2057'
 QE2057'THE STATION IS 3-1/2 MILES WEST OF CORVALLIS ON THE SUMMIT OF
 QE2057'BALD BUTTE, ON LAND OWNED BY MR KENNETH M. COON.
 QE2057'
 QE2057'TO REACH THE STATION FROM THE CORVALLIS POST OFFICE GO WEST ON
 QE2057'JEFFERSON STREET FOR 0.05 MILE TO THIRD STREET, TURN RIGHT AND GO
 QE2057'NORTH ON THIRD STREET FOR 0.35 MILE TO HARRISON STREET, TURN LEFT
 QE2057'AND GO WEST ON HARRISON STREET FOR 2.7 MILES TO 43RD STREET, ON
 QE2057'THE LEFT, CONTINUE WEST ON HARRISON STREET FOR 0.8 MILE TO A
 QE2057'GRAVELED DRIVEWAY ON THE LEFT, TURN LEFT AND GO SOUTH ON THE
 QE2057'DRIVEWAY FOR 0.45 MILE TO A FORK, JUST BEFORE REACHING A
 QE2057'DWELLING, TAKE RIGHT FORK AND GO SOUTHWEST ON BLADED DIRT ROAD
 QE2057'FOR 0.7 MILE TO THE SUMMIT OF THE BUTTE AND STATION.
 QE2057'
 QE2057'THE STATION MARK IS AN UNSTAMPED U.S. GEOLOGICAL SURVEY CAP
 QE2057'RIVETED TO A 2 1/2-INCH IRON PIPE THAT PROJECTS 16 INCHES.  IT IS
 QE2057'71 FEET SOUTHWEST OF AN OPENING IN THE FENCE, 57 FEET NORTHWEST
 QE2057'OF A FENCE CORNER, 21 FEET SOUTH OF THE CENTER OF THE TRACK ROAD
 QE2057'AND 2 FEET EAST OF A METAL WITNESS POST.
 QE2057'
 QE2057'REFERENCE MARK NO. 2, STAMPED BALD NO 2 1940, IS A STANDARD DISK
 QE2057'BRAZED TO A 2-INCH PIPE THAT PROJECTS 4 INCHES.  IT IS 49 FEET
 QE2057'SOUTHWEST OF THE WITNESS POST, 10 FEET WEST OF A FENCE CORNER AND
 QE2057'3 FEET BELOW STATION ELEVATION.
 QE2057'
 QE2057'REFERENCE MARK NO. 3, STAMPED BALD NO 3 1940, IS A STANDARD
 QE2057'DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 QE2057'1 INCH.  IT IS 61 FEET WEST OF THE FENCE CORNER, 44 FEET SOUTH
 QE2057'OF THE CENTER OF THE TRACK ROAD AND 1-1/2 FEET EAST OF A METAL
 QE2057'POST.  (NOTE 11A.)
 QE2057'
 QE2057'DISTANCE BETWEEN R.M. NO. 2 AND R.M. NO. 3 IS 51.03 FEET.
 QE2057'
 QE2057'TRIANGULATION STATION LILLY 1940 MAY BE USED FOR THE AZIMUTH
 QE2057'MARK.  SEE DESCRIPTION THEREOF.
 QE2057'
 QE2057'THE MARK FORMERLY USED FOR THE AZIMUTH MARK, STAMPED B 232 304
 QE2057'1934, IS A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY DISK
 QE2057'SET IN A 14-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 QE2057'GROUND, 300 FEET WEST OF THE INTERSECTION OF U.S. HIGHWAY 20
 QE2057'AND 53RD STREET, 41 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 20,
 QE2057'18 FEET WEST OF THE WEST END OF A GATE INTO A HIGHWAY STOCK
 QE2057'PILE, 18 FEET EAST OF THE CENTER OF A DRIVEWAY AND 0.5 FOOT
 QE2057'NORTH OF A METAL WITNESS POST.
 QE2057
 QE2057                          STATION RECOVERY (1969)
 QE2057
 QE2057'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 QE2057'THE STATION MARK, REFERENCE MARK NO. 2, REFERENCE MARK NO. 3, AND
 QE2057'THE MARK FORMERLY USED FOR THE AZIMUTH MARK, WHICH IS OBSTRUCTED
 QE2057'AT THIS TIME, WERE RECOVERED AS DESCRIBED BY P. A. S. IN
 QE2057'1965.  TRIANGULATION STATION LILLY 1940 WAS NOT VISITED.
 QE2057'
 QE2057'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QE2057'3-1/2 MILES WEST OF CORVALLIS.
 QE2057
 QE2057                          STATION RECOVERY (1977)
 QE2057
 QE2057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JVD)
 QE2057'THE STATION AND RM 2 WERE RECOVERED IN GOOD CONDITION.  RM 3 AND
 QE2057'THE AZIMUTH MARK WERE NOT SEARCHED FOR.  PREVIOUS DESCRIPTIONS
 QE2057'ARE ADEQUATE FOR RECOVERY.
 QE2057'
 QE2057'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QE2057'3.6 MILES WEST OF CORVALLIS.
 QE2057
 QE2057                          STATION RECOVERY (1979)
 QE2057
 QE2057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 QE2057'THE STATION, REFERENCE MARK 2 AND REFERENCE 3 WERE RECOVERED IN GOOD
 QE2057'IN GOOD CONDITION AS DESCRIBED BY P.A.S. IN 1965.  THE AZMUTH MARK, B
 QE2057'232 304 1934, WAS RECOVERED EXCEPT IT IS 300 FEET WEST OF THE
 QE2057'INTERSECTION OF U.S. HIGHWAY 20 AND 72ND STREET, NOT 53RD STREET AS
 QE2057'PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2396 ***********************************************************************
 QE2396  DESIGNATION -  BALD
 QE2396  PID         -  QE2396
 QE2396  STATE/COUNTY-  OR/LINCOLN
 QE2396  USGS QUAD   -  STOTT MOUNTAIN (1984)
 QE2396
 QE2396                         *CURRENT SURVEY CONTROL
 QE2396  ___________________________________________________________________
 QE2396* NAD 83(1991)-  44 58 30.07250(N)    123 47 53.49199(W)     ADJUSTED  
 QE2396* NAVD 88     -       850.8    (meters)    2791.     (feet)  VERTCON   
 QE2396  ___________________________________________________________________
 QE2396  LAPLACE CORR-          17.34  (seconds)                    DEFLEC99
 QE2396  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 QE2396  HORZ ORDER  -  SECOND
 QE2396
 QE2396.The horizontal coordinates were established by classical geodetic methods
 QE2396.and adjusted by the National Geodetic Survey in October 1991.
 QE2396
 QE2396.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE2396.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE2396
 QE2396.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2396
 QE2396.The geoid height was determined by GEOID03.
 QE2396
 QE2396;                    North         East     Units Scale Factor Converg.
 QE2396;SPC OR N     -   150,695.046 2,239,933.207   MT  0.99990027   -2 20 20.5
 QE2396;SPC OR N     -   494,406.32  7,348,862.23   iFT  0.99990027   -2 20 20.5
 QE2396;UTM  10      - 4,980,485.324   437,062.909   MT  0.99964871   -0 33 51.0
 QE2396
 QE2396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2396!SPC OR N     -   0.99987003  x   0.99990027  =   0.99977031
 QE2396!UTM  10      -   0.99987003  x   0.99964871  =   0.99951878
 QE2396
 QE2396|---------------------------------------------------------------------|
 QE2396| PID    Reference Object                     Distance      Geod. Az  |
 QE2396|                                                           dddmmss.s |
 QE2396| CD9548 BALD RM 2                             9.259 METERS 00120     |
 QE2396| QE2398 SLICK                               APPROX. 0.5 KM 0961943.2 |
 QE2396| CD9547 BALD RM 1                             3.257 METERS 20146     |
 QE2396| RD1873 HAYSTACK ROCK                       APPROX.30.2 KM 3304050.4 |
 QE2396| RD1919 CAPE LOOKOUT SUMMIT                 APPROX.44.4 KM 3463246.6 |
 QE2396|---------------------------------------------------------------------|
 QE2396
 QE2396                          SUPERSEDED SURVEY CONTROL
 QE2396
 QE2396  NAD 83(1986)-  44 58 30.10630(N)    123 47 53.51374(W) AD(       ) 2
 QE2396  NAD 83(1986)-  44 58 30.10380(N)    123 47 53.50924(W) AD(       ) 2
 QE2396  NAD 27      -  44 58 30.69795(N)    123 47 49.10129(W) AD(       ) 2
 QE2396  NGVD 29 (07/19/86)  849.7    (m)         2788.     (f) VERT ANG    3  
 QE2396
 QE2396.Superseded values are not recommended for survey control.
 QE2396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2396.See file dsdata.txt to determine how the superseded data were derived.
 QE2396
 QE2396_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ3706380485(NAD 83)
 QE2396_MARKER: Z = SEE DESCRIPTION
 QE2396_SETTING: 0 = UNSPECIFIED SETTING
 QE2396
 QE2396  HISTORY     - Date     Condition        Report By
 QE2396  HISTORY     - 1908     MONUMENTED       CGS
 QE2396  HISTORY     - 1964     SEE DESCRIPTION  CGS
 QE2396  HISTORY     - 1969     SEE DESCRIPTION  CGS
 QE2396  HISTORY     - 1972     SEE DESCRIPTION  NGS
 QE2396
 QE2396                          STATION DESCRIPTION
 QE2396
 QE2396'DESCRIBED BY COAST AND GEODETIC SURVEY 1908 (JSH)
 QE2396'STATION IS ABOUT 6 MILES SE OF ROSE LODGE ON ROCKY POINT, WHICH
 QE2396'IS A VERY SHARP AND PROMINENT POINT 1/4 MILE SSW OF BALD MOUNTAIN
 QE2396'SUMMIT.  HERE THE RIDGE FORMS A HORSESHOE, ROCKY POINT BEING AT
 QE2396'THE NW END AND BALD MOUNTAIN AT THE OTHER.  THERE IS A TRAIL AT
 QE2396'THE FOOT OF THE POINT ON THE W SIDE WHICH GOES OVER THE TOP AND
 QE2396'WITHIN 15 METERS OF THE STATION.  THERE IS A SPRING ABOUT 275
 QE2396'METERS SW AND ANOTHER ONE TO THE E.  THE STATION IS MARKED BY A
 QE2396'STANDARD BRONZE DISK IN A LARGE BOULDER.  TWO REFERENCE MARKS,
 QE2396'EACH CONSISTING OF A DRILL HOLE IN ROCK AT THE INTERSECTION
 QE2396'OF CROSSLINES AND INSCRIBED WITH THE LETTERS U.S. ARE,
 QE2396'RESPECTIVELY, 9.25 METERS (30.3 FEET) FROM THE STATION IN
 QE2396'AZIMUTH 181 DEG 21 MIN AND 3.24 METERS (10.6 FEET) IN AZIMUTH 20
 QE2396'DEG 14 MIN.  THE FORMER IS ON THE MOST WESTERN PROMINENT SHELF
 QE2396'OF ROCK AND THE LATTER IS IN A LARGE BOULDER.
 QE2396
 QE2396                          STATION RECOVERY (1964)
 QE2396
 QE2396'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (PAS)
 QE2396'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 QE2396'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK
 QE2396'WAS SEARCHED FOR BUT NOT RECOVERED BUT IT IS NOT TO BE CONSIDERED
 QE2396'LOST.  THE TRAIL IS GROWN OVER AND THE WOODS IS DENSE MAKING
 QE2396'RECOVERY VERY DIFFICULT.  THE STATION AND REFERENCE MARKS ARE
 QE2396'NOW IN SECOND GROWTH TIMBER.  THE STATION MARK IS AN OLD STYLE
 QE2396'STATION MARK DISK WITHOUT ANY VISIBLE STAMPING ON IT.  NUMEROUS
 QE2396'PIECES OF SIGNAL CLOTH AND SIGNAL TAPE WAS TIED TO TREES
 QE2396'IMMEDIATELY SURROUNDING THE STATION.  A NEW TO REACH FOLLOWS.
 QE2396'
 QE2396'TO REACH THE STATION FROM THE ROSE LODGE POST OFFICE GO EAST ON
 QE2396'STATE HIGHWAY 18 FOR 0.1 MILE TO SLICK ROCK ROAD ON THE RIGHT,
 QE2396'TURN RIGHT AND GO SOUTHEAST IN SLICK ROCK ROAD FOR 2.0 MILES TO
 QE2396'A FORK, TAKE RIGHT FORK AND GO SOUTHERLY FOR 0.5 MILE TO A 4-WAY
 QE2396'FORK, TAKE EXTREME LEFT FORK AND CONTINUE SOUTHERLY FOR 0.5
 QE2396'MILE TO A PRIVATE DRIVEWAY ON THE RIGHT WITH THE NAME MR. AND
 QE2396'MRS. LEE F. RARDIN.  THE ROUTE TO THE STATION FOLLOWS THIS ROAD
 QE2396'BUT THE BRIDGE JUST AHEAD HAS BEEN WASHED OUT.  TURN RIGHT
 QE2396'ONTO THE PRIVATE DRIVEWAY AND GO WESTERLY FOR 0.1 MILE TO A
 QE2396'FORK, TAKE LEFT FORK AND GO SOUTH AND EAST ON DIM TRACK THRU
 QE2396'ORCHARD FOR 0.15 MILE TO THE BLADED ROAD THEN TURN SHARP
 QE2396'RIGHT AND CONTINUE SOUTHEASTERLY ON THE BLADED ROAD FOR 1.2
 QE2396'MILES TO A RAIL GATE, PASS THRU GATE AND CONTINUE EASTERLY ON
 QE2396'BLADED ROAD FOR 0.7 MILE TO A FORK, TAKE RIGHT FORK AND
 QE2396'CONTINUE EASTERLY ON BLADED ROAD FOR 0.7 MILE TO A DIM FORK
 QE2396'AND THE END OF TRUCK TRAVEL.  FROM HERE PACK NORTHEAST UP A
 QE2396'STEEP SIDE HILL TO THE CREST OF THE RIDGE, THEN PACK
 QE2396'EASTERLY ON THE RIDGE GAINING VERY LITTLE MORE ELEVATION UNTIL
 QE2396'YOU REACH THE PART THE STATION IS ON AND THIS PART OF THE
 QE2396'HILL IS ROCKY AND FREE OF TREES ON THE SOUTHWEST SIDE.
 QE2396'LENGTH OF PACK IS 1-1/2 HOURS.
 QE2396
 QE2396                          STATION RECOVERY (1969)
 QE2396
 QE2396'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 QE2396'THE STATION MARK, AND BOTH REFERENCE MARKS WERE RECOVERED IN
 QE2396'GOOD CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED.  A NEW AND
 QE2396'COMPLETE DESCRIPTION FOLLOWS.
 QE2396'
 QE2396'THE STATION IS 7 MILES EAST OF DEVILS LAKE, AND 5 MILES SOUTHEAST
 QE2396'OF ROSE LODGE ON A ROCKY WOODED POINT OWNED BY THE BUREAU OF LAND
 QE2396'MANAGEMENT.
 QE2396'
 QE2396'TO REACH THE STATION FROM THE ROSE LODGE POST OFFICE GO EAST
 QE2396'ON STATE HIGHWAY 18 FOR 0.6 MILE TO COUGAR MOUNTAIN ROAD ON THE
 QE2396'RIGHT, TURN RIGHT, UPHILL, AND GO SOUTH ON COUGAR MOUNTAIN ROAD,
 QE2396'WHICH IS ALSO FOREST SERVICE ROAD S729, FOR 4.6 MILES TO FOREST
 QE2396'SERVICE ROAD S729E, TAKE S729E FOR 0.3 MILE TO THE JUNCTION WITH
 QE2396'S729F, TURN RIGHT AND CONTINUE ON S729F FOR 0.65 MILE TO THE
 QE2396'JUNCTION WITH S729G, TURN LEFT AND FOLLOW S729G, KEEPING LEFT
 QE2396'AT ALL ROAD JUNCTIONS, FOR 4.6 MILES TO THE END OF TRUCK
 QE2396'TRAVEL.  PACK NORTH ALONG THE WEST SIDE OF THE FIRST RIDGE, THEN
 QE2396'CROSS A SMALL STREAM, AND CONTINUE NORTH TO THE SUMMIT OF THE
 QE2396'ROCKY POINT AND STATION.
 QE2396'
 QE2396'THE STATION MARK IS AN OLD TYPE STATION MARK DISK, HAVING NO
 QE2396'VISIBLE STAMPING, CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS
 QE2396'FLUSH.  IT IS 8 FEET NORTH OF A STUMP WITH A WITNESS SIGN ON
 QE2396'IT.  EXTENSIVE CLEARING HAS BEEN DONE, THIS DATE, TO THE WEST
 QE2396'AND SOUTHWEST OF THE STATION.
 QE2396'
 QE2396'REFERENCE MARK NO. 1, STAMPED BALD NO 1 1908 1935, IS A STANDARD
 QE2396'DISK CEMENTED IN A DRILL HOLE IN A 1-1/2 BY 1-1/2 FOOT BOULDER
 QE2396'THAT PROJECTS 4 INCHES.  IT IS 7 FEET EAST OF THE STUMP WITH THE
 QE2396'WITNESS SIGN NAILED ON IT.  (NOTE 12C)
 QE2396'
 QE2396'REFERENCE MARK NO. 2, STAMPED BALD NO 2 1908 1935, IS A STANDARD
 QE2396'DISK CEMENTED IN A DRILL HOLE IN A 4 BY 4 FOOT BOULDER THAT IS
 QE2396'6 FEET BELOW STATION ELEVATION.  (NOTE 12C)
 QE2396'
 QE2396'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QE2396'5 MILES SOUTHEAST OF ROSE LODGE.
 QE2396
 QE2396                          STATION RECOVERY (1972)
 QE2396
 QE2396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LDF)
 QE2396'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO TERRAIN.
 QE2396'
 QE2396'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 QE2396'CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED AT THIS DATE.  THE
 QE2396'DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS COMPARED FAVORABLY
 QE2396'TO THE OBSERVATIONS MADE IN 1969.  WITH THE ADDITION OF A NEW
 QE2396'FOREST ROAD IN THE AREA, A COMPLETE NEW DESCRIPTION FOLLOWS--
 QE2396'
 QE2396'THE STATION IS ABOUT 11.5 MILES NORTHWEST OF VALSETZ, 10.4 MILES
 QE2396'EAST OF LINCOLN CITY, 4.9 MILES SOUTHEAST OF ROSE LODGE, AND
 QE2396'LOCATED ON A ROCKY-WOODED RIDGE THAT IS ON BUREAU OF LAND
 QE2396'MANAGEMENT LAND IN THE SOUTHWEST QUARTER OF SECTION 9, R-9-W,
 QE2396'T-7-S, WILLAMETTE MERIDIAN.
 QE2396'
 QE2396'TO REACH THE STATION FROM THE POST OFFICE IN ROSE LODGE GO EAST
 QE2396'ON STATE HIGHWAY 18 FOR 0.65 MILE TO A PAVED SIDE ROAD RIGHT AS
 QE2396'PER SIGN COUGAR MOUNTAIN LOOKOUT TOWER.  TURN RIGHT AND GO SOUTH
 QE2396'ON COUGAR MOUNTAIN ROAD (FOREST SERVICE ROAD S729) FOR 0.6 MILE
 QE2396'TO BEAR CREEK.  CROSS BRIDGE AND CONTINUE SOUTH ON COUGAR
 QE2396'MOUNTAIN ROAD-S729- FOR 0.65 MILE TO A FORK.  TAKE THE LEFT FORK
 QE2396'AND GO SOUTH AND THEN EASTERLY ON FOREST SERVICE ROAD S729
 QE2396'FOR 2.1 MILES TO A SIDE ROAD RIGHT (FOREST SERVICE ROAD S780).
 QE2396'CONTINUE STRAIGHT AHEAD SOUTHERLY ON S729 FOR 0.15 MILE
 QE2396'TO A FORK.  TAKE THE LEFT FORK AS PER SIGN COUGAR MOUNTAIN LOT
 QE2396'3 AND GO SOUTHEASTERLY ON S729 FOR 0.8 MILE TO A FORK.  TAKE THE
 QE2396'RIGHT FORK AND CONTINUE SOUTH ON S729 FOR 0.55 MILE TO A FORK.
 QE2396'TAKE THE LEFT FORK, SOUTHEAST, UPHILL, AS PER SIGN S729E
 QE2396'FOR 0.35 MILE TO A FORK.  TAKE THE RIGHT FORK AS PER SIGN COUGAR
 QE2396'MOUNTAIN LOT 1 AND GO SOUTH ON S729E FOR 0.65 MILE TO A FORK
 QE2396'AND A SIGN COUGAR MOUNTAIN LOT 1/2.  TAKE THE LEFT FORK AND
 QE2396'GO EASTERLY ON FOREST SERVICE ROAD S729G FOR 3.3 MILES TO A
 QE2396'FORK.  TAKE THE LEFT FORK, UPHILL, AND GO EASTERLY ON S729G
 QE2396'FOR 0.2 MILE TO A FORK.  TAKE THE LEFT FORK, UPHILL, AND GO
 QE2396'EASTERLY FOR 0.35 MILE TO A FORK.  TAKE THE LEFT FORK, UPHILL,
 QE2396'PASSING A SHARP CURVE TO THE LEFT AND GO NORTH FOR 0.5 MILE TO
 QE2396'WHERE TWO SIDE ROADS LEAD OFF TO THE RIGHT.  KEEP LEFT
 QE2396'CONTINUING STRAIGHT AHEAD AND GO NORTHWEST FOR 0.45 MILE TO A
 QE2396'SIDE ROAD ON THE LEFT.  CONTINUE STRAIGHT AHEAD AND GO NORTH
 QE2396'FOR 0.15 MILE TO A NEW FORK IN THE ROAD.  TAKE THE LEFT FORK,
 QE2396'UPHILL, AND GO NORTH FOR 0.2 MILE TO A FORKED SIDE ROAD ON THE
 QE2396'LEFT.  TURN LEFT AND GO NORTHWEST, DOWNHILL, FOR 0.1 MILE TO A
 QE2396'TURN-AROUND AREA AND THE END OF TRUCK TRAVEL.  PACK NORTH,
 QE2396'DOWNHILL, ACROSS A SMALL CREEK THEN NORTH UPHILL TO THE TOP OF THE
 QE2396'RIDGE.  NOW, PACK NORTHWEST ALONG THE TOP OF THE RIDGE
 QE2396'TO A ROCKY POINT AND A CLEARING AT THE STATION SITE.
 QE2396'
 QE2396'THE STATION MARK DISK IS AN OLD TYPE DISK HAVING NO VISIBLE
 QE2396'STAMPING.  THE DISK IS CEMENTED IN A DRILL HOLE IN A 1.5 X 1.5-FOOT
 QE2396'BOULDER THAT IS FLUSH WITH THE GROUND.  THE DISK IS 8.5 FEET
 QE2396'NORTHEAST OF A STUMP WITH A WITNESS SIGN NAILED ON IT.
 QE2396'
 QE2396'REFERENCE MARK 1, A STANDARD USC AND GS REFERENCE MARK DISK
 QE2396'STAMPED BALD NO 1 1908 1935, IS CEMENTED IN A DRILL HOLE IN A
 QE2396'1.5 X 2.0-FOOT BOULDER THAT PROJECTS 4 INCHES.  THE DISK IS 7.5
 QE2396'FEET SOUTHEAST OF THE STUMP WITH THE WITNESS SIGN.  (NOTE.  12C).
 QE2396'
 QE2396'REFERENCE MARK 2, A STANDARD USC AND GS REFERENCE MARK DISK
 QE2396'STAMPED BALD NO 2 1908 1935, IS CEMENTED IN A DRILL HOLE IN A
 QE2396'5 X 4-FOOT OUTCROPPING BEDROCK.  THE DISK IS 35 FEET NORTH OF THE
 QE2396'STUMP WITH THE SIGN NAILED ON IT.  (NOTE.  12A).
 QE2396'
 QE2396'THE EDM DISTANCE TO TRIANGULATION STATION SLICK IS REDUCED TO
 QE2396'SEA LEVEL.
 QE2396'
 QE2396'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QE2396'5 MILES SOUTHEAST OF ROSE LODGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2736 ***********************************************************************
 QE2736  CBN         -  This is a Cooperative Base Network Control Station.
 QE2736  DESIGNATION -  BALD 2
 QE2736  PID         -  QE2736
 QE2736  STATE/COUNTY-  OR/LINCOLN
 QE2736  USGS QUAD   -  DEPOE BAY (1984)
 QE2736
 QE2736                         *CURRENT SURVEY CONTROL
 QE2736  ___________________________________________________________________
 QE2736* NAD 83(2007)-  44 49 49.18398(N)    124 03 56.22967(W)     ADJUSTED  
 QE2736* NAVD 88     -        17.1    (meters)      56.     (feet)  GPS OBS   
 QE2736  ___________________________________________________________________
 QE2736  EPOCH DATE  -        2007.00
 QE2736  X           -  -2,537,947.073 (meters)                     COMP
 QE2736  Y           -  -3,753,381.612 (meters)                     COMP
 QE2736  Z           -   4,473,991.136 (meters)                     COMP
 QE2736  LAPLACE CORR-          21.41  (seconds)                    DEFLEC99
 QE2736  ELLIP HEIGHT-          -6.594 (meters)          (02/10/07) ADJUSTED
 QE2736  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 QE2736
 QE2736  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 QE2736  Type    PID    Designation                      North   East  Ellip
 QE2736  -------------------------------------------------------------------
 QE2736  NETWORK QE2736 BALD 2                            0.49   0.43   1.20
 QE2736  -------------------------------------------------------------------
 QE2736
 QE2736.The horizontal coordinates were established by GPS observations
 QE2736.and adjusted by the National Geodetic Survey in February 2007.
 QE2736
 QE2736.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 QE2736.See www.ngs.noaa.gov/NationalReadjustment for more information.
 QE2736.The horizontal coordinates are valid at the epoch date displayed above.
 QE2736.The epoch date for horizontal control is a decimal equivalence
 QE2736.of Year/Month/Day.
 QE2736
 QE2736.The orthometric height was determined by GPS observations and a
 QE2736.high-resolution geoid model.
 QE2736
 QE2736.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QE2736
 QE2736.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2736
 QE2736.The ellipsoidal height was determined by GPS observations
 QE2736.and is referenced to NAD 83.
 QE2736
 QE2736.The geoid height was determined by GEOID03.
 QE2736
 QE2736;                    North         East     Units Scale Factor Converg.
 QE2736;SPC OR N     -   135,528.429 2,218,150.050   MT  0.99991193   -2 31 43.3
 QE2736;SPC OR N     -   444,647.08  7,277,395.18   iFT  0.99991193   -2 31 43.3
 QE2736;UTM  10      - 4,964,654.652   415,765.352   MT  0.99968725   -0 45 04.7
 QE2736
 QE2736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2736!SPC OR N     -   1.00000103  x   0.99991193  =   0.99991296
 QE2736!UTM  10      -   1.00000103  x   0.99968725  =   0.99968828
 QE2736
 QE2736                          SUPERSEDED SURVEY CONTROL
 QE2736
 QE2736  NAD 83(1998)-  44 49 49.18043(N)    124 03 56.23273(W) AD(       ) A
 QE2736  ELLIP H (04/24/00)   -6.585  (m)                       GP(       ) 3 1
 QE2736  NAD 83(1991)-  44 49 49.17802(N)    124 03 56.23447(W) AD(       ) B
 QE2736  ELLIP H (02/09/94)   -6.443  (m)                       GP(       ) 3 1
 QE2736  NAD 83(1991)-  44 49 49.17766(N)    124 03 56.23373(W) AD(       ) 1
 QE2736  ELLIP H (05/26/92)   -6.424  (m)                       GP(       ) 4 2
 QE2736  NGVD 29 (02/09/94)   16.0    (m)           52.     (f) GPS OBS     3  
 QE2736
 QE2736.Superseded values are not recommended for survey control.
 QE2736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2736.See file dsdata.txt to determine how the superseded data were derived.
 QE2736
 QE2736_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ1576564655(NAD 83)
 QE2736_MARKER: DD = SURVEY DISK
 QE2736_SETTING: 66 = SET IN ROCK OUTCROP
 QE2736_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 QE2736_STAMPING: BALD 2 1991
 QE2736_MARK LOGO: NGS+SS
 QE2736_MAGNETIC: N = NO MAGNETIC MATERIAL
 QE2736_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QE2736+STABILITY: POSITION/ELEVATION WELL
 QE2736_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QE2736+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2006
 QE2736
 QE2736  HISTORY     - Date     Condition        Report By
 QE2736  HISTORY     - 1991     MONUMENTED       NGS
 QE2736  HISTORY     - 19920323 GOOD             NOS
 QE2736  HISTORY     - 19920728 SEE DESCRIPTION  ORDT
 QE2736  HISTORY     - 19980319 GOOD             OR-041
 QE2736  HISTORY     - 20010828 GOOD             OR-053
 QE2736  HISTORY     - 20060709 GOOD             USPSQD
 QE2736
 QE2736                          STATION DESCRIPTION
 QE2736
 QE2736'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 QE2736'THE STATION IS LOCATED ABOUT 10 KM (6.20 MI) SOUTH OF LINCOLN CITY,
 QE2736'1.3 KM (0.80 MI) (0.8 MI NORTH OF DEPOE BAY AND AT BOILER BAY
 QE2736'WAYSIDE.
 QE2736'THE STATION IS ON PROPERTY OF OREGON STATE DEPT. OF PARKS AND
 QE2736'RECREATION.
 QE2736'TO REACH FROM THE POST OFFICE IN DEPOE BAY GO NORTH ON US 101 FOR 0.98
 QE2736'KM (0.60 MI) TO THE SOUTH ENTRANCE OF THE BOILER BAY WAYSIDE. BEAR
 QE2736'LEFT ON ROAD FOR 0.37 KM (0.20 MI) TO THE PARKING AREA ON THE LEFT.
 QE2736'PACK NORTHWEST INSIDE PERIMETER FENCE FOR ABOUT 90 METERS (295.3 FT)
 QE2736'TO END OF FENCE AND THE STATION.
 QE2736
 QE2736                          STATION RECOVERY (1992)
 QE2736
 QE2736'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 QE2736'STATION RECOVERED.  DISK IS NOW STAMPED BALD 2 1991.  STATION WAS
 QE2736'RESET IN THE SAME DRILL HOLE AS ORIGINAL DISK BY NGS STATE ADVISOR MR
 QE2736'LYLE RIGGERS IN 1991.
 QE2736
 QE2736                          STATION RECOVERY (1992)
 QE2736
 QE2736'RECOVERY NOTE BY OREGON DEPARTMENT OF TRANSPORTATION 1992
 QE2736'THE STATION IS LOCATED ABOUT 10 KM (6.20 MI) SOUTH OF LINCOLN CITY,
 QE2736'1.3 KM (0.80 MI) (0.8 MI NORTH OF DEPOE BAY AND AT BOILER BAY
 QE2736'WAYSIDE.
 QE2736'THE STATION IS ON PROPERTY OF OREGON STATE DEPT. OF PARKS AND
 QE2736'RECREATION.
 QE2736'TO REACH FROM THE POST OFFICE IN DEPOE BAY GO NORTH ON US 101 FOR 0.98
 QE2736'KM (0.60 MI) TO THE SOUTH ENTRANCE OF THE BOILER BAY WAYSIDE. BEAR
 QE2736'LEFT ON ROAD FOR 0.37 KM (0.20 MI) TO THE PARKING AREA ON THE LEFT.
 QE2736'PACK NORTHWEST INSIDE PERIMETER FENCE FOR ABOUT 90 METERS (295.3 FT)
 QE2736'TO END OF FENCE AND THE STATION.
 QE2736'THE STATION IS SET INTO DRILL HOLE IN BEDROCK (SAME DRILL HOLE AS
 QE2736'STATION BALD), 7.6 M (24.9 FT) SOUTH OF THE NORTH FENCE CORNER, 8.8 M
 QE2736'(28.9 FT) EAST OF THE WEST FENCE CORNER, AND 3.6 M (11.8 FT)
 QE2736'SOUTHEAST OF THE NORTHWEST END OF THE OUTCROP.
 QE2736
 QE2736                          STATION RECOVERY (1998)
 QE2736
 QE2736'RECOVERY NOTE BY LINCOLN COUNTY OREGON 1998 (JW)
 QE2736'STATION IS LOCATED ABOUT 10 KM (6.20 MI) SOUTH OF LINCOLN CITY, 1.3 KM
 QE2736'(0.80 MI) NORTH OF DEPOE BAY, IN ROCK OUTCROPPING ON TOP OF THE SEA
 QE2736'CLIFFS AT THE WESTERNMOST OBSERVATION AREA AT THE BOILER BAY WAYSIDE.
 QE2736'OWNERSHIP--OREGON STATE DEPARTMENT OF PARKS AND RECREATION.  TO REACH
 QE2736'FROM THE POST OFFICE IN DEPOE BAY GO NORTH ON U.S. HIGHWAY 101 FOR
 QE2736'0.98 KM (0.60 MI) TO THE SOUTH ENTRANCE OF THE BOILER BAY WAYSIDE.
 QE2736'BEAR LEFT, NORTHWEST, ON PAVED ROAD FOR 0.37 KM (0.20 MI) TO THE
 QE2736'PARKING AREA ON THE LEFT.  PACK NORTHWEST INSIDE PERIMETER FENCE FOR
 QE2736'ABOUT 90 METERS (295.3 FT) TO END OF FENCED AREA AND THE STATION.  THE
 QE2736'STATION IS AN OREGON PRIMARY GPS STATION DISK SET INTO A DRILL HOLE IN
 QE2736'ROCK OUTCROPPING.  IT IS 7.6 M (24.9 FT) SOUTH FROM THE NORTH FENCE
 QE2736'CORNER, 8.8 M (28.9 FT) EAST FROM THE WEST FENCE CORNER, AND 3.6 M
 QE2736'(11.8 FT) SOUTHEAST FROM THE NORTHWEST END OF THE OUTCROP.
 QE2736
 QE2736                          STATION RECOVERY (2001)
 QE2736
 QE2736'RECOVERY NOTE BY POLK COUNTY OREGON 2001 (JDN)
 QE2736'MARK RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 QE2736' 
 QE2736' 
 QE2736' 
 QE2736' 
 QE2736' 
 QE2736' 
 QE2736' 
 QE2736' 
 QE2736'
 QE2736
 QE2736                          STATION RECOVERY (2006)
 QE2736
 QE2736'RECOVERY NOTE BY US POWER SQUADRON 2006 (DLM)
 QE2736'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2436 ***********************************************************************
 QE2436  DESIGNATION -  BALD A
 QE2436  PID         -  QE2436
 QE2436  STATE/COUNTY-  OR/LINCOLN
 QE2436  USGS QUAD   -  DEPOE BAY (1984)
 QE2436
 QE2436                         *CURRENT SURVEY CONTROL
 QE2436  ___________________________________________________________________
 QE2436* NAD 83(1991)-  44 49 41.90887(N)    124 03 53.07212(W)     ADJUSTED  
 QE2436* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 QE2436  ___________________________________________________________________
 QE2436  LAPLACE CORR-          21.44  (seconds)                    DEFLEC99
 QE2436  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 QE2436  HORZ ORDER  -  THIRD
 QE2436
 QE2436.The horizontal coordinates were established by classical geodetic methods
 QE2436.and adjusted by the National Geodetic Survey in October 1991.
 QE2436
 QE2436.The orthometric height was scaled from a topographic map.
 QE2436
 QE2436.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2436
 QE2436.The geoid height was determined by GEOID03.
 QE2436
 QE2436;                    North         East     Units Scale Factor Converg.
 QE2436;SPC OR N     -   135,301.032 2,218,209.432   MT  0.99991214   -2 31 41.0
 QE2436;SPC OR N     -   443,901.02  7,277,590.00   iFT  0.99991214   -2 31 41.0
 QE2436;UTM  10      - 4,964,429.258   415,831.743   MT  0.99968711   -0 45 02.4
 QE2436
 QE2436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2436!SPC OR N     -   1.00000231  x   0.99991214  =   0.99991445
 QE2436!UTM  10      -   1.00000231  x   0.99968711  =   0.99968942
 QE2436
 QE2436:                Primary Azimuth Mark                     Grid Az
 QE2436:SPC OR N     -  BOILER BAY HOUSE CHIMNEY                 034 30 01.2
 QE2436:UTM  10      -  BOILER BAY HOUSE CHIMNEY                 032 43 22.6
 QE2436
 QE2436|---------------------------------------------------------------------|
 QE2436| PID    Reference Object                     Distance      Geod. Az  |
 QE2436|                                                           dddmmss.s |
 QE2436| QE2417 BOILER BAY HOUSE CHIMNEY            APPROX. 1.0 KM 0315820.2 |
 QE2436| QE2437 BOIL                                175.499 METERS 21249     |
 QE2436| QE1161 BALD                                234.889 METERS 34248     |
 QE2436|---------------------------------------------------------------------|
 QE2436
 QE2436                          SUPERSEDED SURVEY CONTROL
 QE2436
 QE2436  NAD 83(1986)-  44 49 41.93345(N)    124 03 53.12173(W) AD(       ) 3
 QE2436  NAD 83(1986)-  44 49 42.08790(N)    124 03 53.09305(W) AD(       ) 3
 QE2436  NAD 27      -  44 49 42.64600(N)    124 03 48.68900(W) AD(       ) 3
 QE2436
 QE2436.Superseded values are not recommended for survey control.
 QE2436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2436.See file dsdata.txt to determine how the superseded data were derived.
 QE2436
 QE2436_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ1583264429(NAD 83)
 QE2436
 QE2436  HISTORY     - Date     Condition        Report By
 QE2436  HISTORY     - 1952     MONUMENTED       CGS
 QE2436
 QE2436                          STATION DESCRIPTION
 QE2436
 QE2436'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HGC)
 QE2436'STATION WAS A TEMPORARY TRAVERSE STATION SET JUST W OF THE SHOULDER
 QE2436'OF U.S. HIGHWAY 101, IN BOTLER BAY STATE PARK, ABOUT 1 MILE N
 QE2436'OF DEPOE BAY.
 QE2436'
 QE2436'STATION MARK WAS A 2 BY 4 POST WITH A NAIL HOLE IN THE
 QE2436'TOP.  THE MARK PROJECTED ABOUT 1 FOOT FROM THE GROUND AND WAS
 QE2436'IN THE GRASSY AREA SE OF THE REST ROOMS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0843 ***********************************************************************
 NY0843  DESIGNATION -  BALD BUTTE LOH
 NY0843  PID         -  NY0843
 NY0843  STATE/COUNTY-  OR/LAKE
 NY0843  USGS QUAD   -  LEE THOMAS CROSSING (1980)
 NY0843
 NY0843                         *CURRENT SURVEY CONTROL
 NY0843  ___________________________________________________________________
 NY0843* NAD 83(1991)-  42 36 51.81904(N)    120 47 23.17681(W)     ADJUSTED  
 NY0843* NAVD 88     -      2298.     (meters)    7539.     (feet)  SCALED    
 NY0843  ___________________________________________________________________
 NY0843  LAPLACE CORR-           2.88  (seconds)                    DEFLEC99
 NY0843  GEOID HEIGHT-         -20.54  (meters)                     GEOID03
 NY0843  HORZ ORDER  -  THIRD
 NY0843
 NY0843.The horizontal coordinates were established by classical geodetic methods
 NY0843.and adjusted by the National Geodetic Survey in October 1991.
 NY0843
 NY0843.The orthometric height was scaled from a topographic map.
 NY0843
 NY0843.The Laplace correction was computed from DEFLEC99 derived deflections.
 NY0843
 NY0843.The geoid height was determined by GEOID03.
 NY0843
 NY0843;                    North         East     Units Scale Factor Converg.
 NY0843;SPC OR S     -   105,317.798 1,476,225.996   MT  0.99994107   -0 11 53.7
 NY0843;SPC OR S     -   345,530.83  4,843,261.14   iFT  0.99994107   -0 11 53.7
 NY0843;UTM  10      - 4,720,363.316   681,278.359   MT  1.00000432   +1 29 48.7
 NY0843
 NY0843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NY0843!SPC OR S     -   0.99964290  x   0.99994107  =   0.99958399
 NY0843!UTM  10      -   0.99964290  x   1.00000432  =   0.99964722
 NY0843
 NY0843                          SUPERSEDED SURVEY CONTROL
 NY0843
 NY0843  NAD 83(1986)-  42 36 51.82479(N)    120 47 23.18105(W) AD(       ) 4
 NY0843  NAD 27      -  42 36 52.28100(N)    120 47 19.30700(W) AD(       ) 3
 NY0843
 NY0843.Superseded values are not recommended for survey control.
 NY0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0843.See file dsdata.txt to determine how the superseded data were derived.
 NY0843
 NY0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFN8127820363(NAD 83)
 NY0843
 NY0843  HISTORY     - Date     Condition        Report By
 NY0843  HISTORY     - 1935     MONUMENTED       USFS
 NY0843  HISTORY     - 1937     SEE DESCRIPTION  USFS
 NY0843
 NY0843                          STATION DESCRIPTION
 NY0843
 NY0843'DESCRIBED BY US FOREST SERVICE 1935 (NS)
 NY0843'THIS INTERSECTED POSITION IS THE CENTER OF THE BALD BUTTE
 NY0843'LOOKOUT HOUSE, A WOOD STRUCTURE SITTING ON THE GROUND ON BALD
 NY0843'BUTTE, A WELL-KNOWN MOUNTAIN SITUATED ABOUT 12 MILES AIR LINE
 NY0843'SW OF PAISLEY.
 NY0843'
 NY0843'TO REACH FROM LAKEVIEW, PROCEED NW ALONG FOREST SERVICE TRUNK
 NY0843'ROAD 47 MILES TO INGRAM RANGER STATION, THENCE W 1.5 MILES, THENCE
 NY0843'N 1 MILE TO LOOKOUT.
 NY0843
 NY0843                          STATION RECOVERY (1937)
 NY0843
 NY0843'RECOVERY NOTE BY US FOREST SERVICE 1937
 NY0843'THIS REFERS TO ABOVE DESCRIPTION.
 NY0843'
 NY0843'A REFERENCE MARK DISK HAS BEEN SET BY U.S.F.S. IN CONCRETE POST,
 NY0843'DISTANT 12.1 FEET N OF THE CENTER OF THE HOUSE IN AZIMUTH 176 DEG
 NY0843'06 MIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0706 ***********************************************************************
 PA0706  DESIGNATION -  BALD BUTTE LOT
 PA0706  PID         -  PA0706
 PA0706  STATE/COUNTY-  OR/HARNEY
 PA0706  USGS QUAD   -  HOLMES CANYON (1992)
 PA0706
 PA0706                         *CURRENT SURVEY CONTROL
 PA0706  ___________________________________________________________________
 PA0706* NAD 83(1991)-  43 40 59.20396(N)    119 22 04.41716(W)     ADJUSTED  
 PA0706* NAVD 88     -      1799.     (meters)    5902.     (feet)  SCALED    
 PA0706  ___________________________________________________________________
 PA0706  LAPLACE CORR-           1.74  (seconds)                    DEFLEC99
 PA0706  GEOID HEIGHT-         -18.92  (meters)                     GEOID03
 PA0706  HORZ ORDER  -  SECOND
 PA0706
 PA0706.The horizontal coordinates were established by classical geodetic methods
 PA0706.and adjusted by the National Geodetic Survey in October 1991.
 PA0706
 PA0706.The orthometric height was scaled from a topographic map.
 PA0706
 PA0706.The Laplace correction was computed from DEFLEC99 derived deflections.
 PA0706
 PA0706.The geoid height was determined by GEOID03.
 PA0706
 PA0706;                    North         East     Units Scale Factor Converg.
 PA0706;SPC OR S     -   224,612.728 1,591,275.102   MT  0.99993490   +0 46 28.3
 PA0706;SPC OR S     -   736,918.40  5,220,718.84   iFT  0.99993490   +0 46 28.3
 PA0706;UTM  11      - 4,839,402.424   309,146.150   MT  1.00004805   -1 38 09.3
 PA0706
 PA0706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PA0706!SPC OR S     -   0.99972089  x   0.99993490  =   0.99965581
 PA0706!UTM  11      -   0.99972089  x   1.00004805  =   0.99976893
 PA0706
 PA0706                          SUPERSEDED SURVEY CONTROL
 PA0706
 PA0706  NAD 83(1986)-  43 40 59.20809(N)    119 22 04.41354(W) AD(       ) 2
 PA0706  NAD 27      -  43 40 59.72400(N)    119 22 00.65700(W) AD(       ) 2
 PA0706
 PA0706.Superseded values are not recommended for survey control.
 PA0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0706.See file dsdata.txt to determine how the superseded data were derived.
 PA0706
 PA0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ0914639402(NAD 83)
 PA0706
 PA0706  HISTORY     - Date     Condition        Report By
 PA0706  HISTORY     - 1933     MONUMENTED       USFS
 PA0706  HISTORY     - 1935     SEE DESCRIPTION  USFS
 PA0706
 PA0706                          STATION DESCRIPTION
 PA0706
 PA0706'DESCRIBED BY US FOREST SERVICE 1935 (NS)
 PA0706'THIS INTERSECTED STATION IS THE CENTER OF THE U.S.F.S. 45-FOOT
 PA0706'LOOKOUT TOWER WITH HOUSE ON TOP ON THE SUMMIT OF BALD BUTTE,
 PA0706'SITUATED ABOUT 15 MILES NW OF BURNS.  A TRUCK ROAD LEADS TO THE
 PA0706'STATION.  AN UNCHECKED POSITION IN 1933, CHECKED BY THE U.S.F.S.
 PA0706'IN 1935.  THE STATION IS MARKED BY A U.S.F.S. DISK SET IN A
 PA0706'CONCRETE POST UNDER THE CENTER OF THE TOWER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0816 ***********************************************************************
 PC0816  DESIGNATION -  BALD CRATER
 PC0816  PID         -  PC0816
 PC0816  STATE/COUNTY-  OR/KLAMATH
 PC0816  USGS QUAD   -  PUMICE DESERT WEST (1985)
 PC0816
 PC0816                         *CURRENT SURVEY CONTROL
 PC0816  ___________________________________________________________________
 PC0816* NAD 83(1991)-  43 02 30.45656(N)    122 13 12.95729(W)     ADJUSTED  
 PC0816* NAVD 88     -      1977.0    (meters)    6486.     (feet)  VERTCON   
 PC0816  ___________________________________________________________________
 PC0816  LAPLACE CORR-           8.41  (seconds)                    DEFLEC99
 PC0816  GEOID HEIGHT-         -21.85  (meters)                     GEOID03
 PC0816  HORZ ORDER  -  SECOND
 PC0816
 PC0816.The horizontal coordinates were established by classical geodetic methods
 PC0816.and adjusted by the National Geodetic Survey in October 1991.
 PC0816
 PC0816.The NAVD 88 height was computed by applying the VERTCON shift value to
 PC0816.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PC0816
 PC0816.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC0816
 PC0816.The geoid height was determined by GEOID03.
 PC0816
 PC0816;                    North         East     Units Scale Factor Converg.
 PC0816;SPC OR S     -   154,191.628 1,359,847.250   MT  0.99989705   -1 10 36.9
 PC0816;SPC OR S     -   505,878.04  4,461,441.11   iFT  0.99989705   -1 10 36.9
 PC0816;UTM  10      - 4,765,750.884   563,511.885   MT  0.99964962   +0 31 56.0
 PC0816
 PC0816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC0816!SPC OR S     -   0.99969349  x   0.99989705  =   0.99959057
 PC0816!UTM  10      -   0.99969349  x   0.99964962  =   0.99934322
 PC0816
 PC0816|---------------------------------------------------------------------|
 PC0816| PID    Reference Object                     Distance      Geod. Az  |
 PC0816|                                                           dddmmss.s |
 PC0816| CD8999 BALD CRATER RM 1                      4.563 METERS 07854     |
 PC0816| NZ1039 WATCHMAN LOOKOUT HOUSE              APPROX.11.7 KM 1602419.6 |
 PC0816| PC0829 HERSHBERGER LOOKOUT HOUSE           APPROX.19.1 KM 2671958.8 |
 PC0816| CD9000 BALD CRATER RM 2                      4.432 METERS 29809     |
 PC0816|---------------------------------------------------------------------|
 PC0816
 PC0816                          SUPERSEDED SURVEY CONTROL
 PC0816
 PC0816  NAD 83(1986)-  43 02 30.45725(N)    122 13 12.97049(W) AD(       ) 2
 PC0816  NAD 27      -  43 02 31.00490(N)    122 13 08.85600(W) AD(       ) 2
 PC0816  NGVD 29 (07/19/86) 1975.6    (m)         6482.     (f) VERT ANG    3  
 PC0816
 PC0816.Superseded values are not recommended for survey control.
 PC0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0816.See file dsdata.txt to determine how the superseded data were derived.
 PC0816
 PC0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN6351265751(NAD 83)
 PC0816_MARKER: Z = SEE DESCRIPTION
 PC0816_SETTING: 0 = UNSPECIFIED SETTING
 PC0816
 PC0816  HISTORY     - Date     Condition        Report By
 PC0816  HISTORY     - 1953     MONUMENTED       USGS
 PC0816
 PC0816                          STATION DESCRIPTION
 PC0816
 PC0816'DESCRIBED BY US GEOLOGICAL SURVEY 1953 (HSC)
 PC0816'THE STATION IS LOCATED ON A PROMINENT BARE TOPPED MOUNTAIN IN THE
 PC0816'CRATER NATIONAL PARK ABOUT 9.5 MILES NORTHWEST OF THE CENTER OF
 PC0816'CRATER LAKE AND 2.5 MILES SOUTHEAST OF THE NORTHWEST BOUNDARY OF
 PC0816'THE PARK.
 PC0816'
 PC0816'REACHED FROM THE NORTH GUARD STATION AT THE NORTH ENTRANCE TO RIM
 PC0816'DRIVE IN CRATER NATIONAL PARK BY GOING NORTH ON SKYLINE TRAIL DRIVE
 PC0816'FOR 2.5 MILES TO A SIDE ROAD LEFT.  (IF ROAD IS BLOCKED GET KEY
 PC0816'FROM HEADQUARTERS) TURN LEFT AND GO 3.3 MILES TO A FORK.  TAKE THE
 PC0816'RIGHT ROAD AND GO 4.2 MILES TO ANOTHER FORK.  TAKE THE LEFT ROAD
 PC0816'AND GO 0.7 MILE TO THE END OF TRUCK TRAVEL.  THENCE PACK
 PC0816'SOUTHEAST, 150 DEGREES MAG., TO THE SUMMIT OF THE MOUNTAIN AND
 PC0816'STATION SITE.  PACKING TIME IS 45 MINUTES.
 PC0816'
 PC0816'THE STATION MARK, A STANDARD U.S.G.S. DISK SET IN A DRILL HOLE IN
 PC0816'OUTCROPPING BEDROCK, IS STAMPED 474-VA 6474 (ELV.).  THE OUTCROPPING
 PC0816'PROJECTS 6 INCHES.
 PC0816'
 PC0816'REFERENCE MARK NO. 1, A STANDARD DISK SET IN A DRILL HOLE IN
 PC0816'OUTCROPPING BEDROCK, IS STAMPED BALD CRATER U.S.G.S. NO 1 1953.  THE
 PC0816'OUTCROPPING AND MARK PROJECT 3 INCHES.
 PC0816'
 PC0816'REFERENCE MARK NO. 2, A STANDARD DISK SET IN A DRILL HOLE IN
 PC0816'OUTCROPPING BEDROCK, IS STAMPED BALD CRATER U.S.G.S. NO 2 1953.  THE
 PC0816'OUTCROPPING AND MARK PROJECT 2 INCHES.
 PC0816'
 PC0816'NO AZIMUTH MARK WAS SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 LV1007 ***********************************************************************
 LV1007  DESIGNATION -  BALD HILL 1913
 LV1007  PID         -  LV1007
 LV1007  STATE/COUNTY-  OR/CURRY
 LV1007  USGS QUAD   -  HIOUCHI (1966)
 LV1007
 LV1007                         *CURRENT SURVEY CONTROL
 LV1007  ___________________________________________________________________
 LV1007* NAD 83(1992)-  41 45 36.63678(N)    124 01 54.30764(W)     ADJUSTED  
 LV1007* NAVD 88     -       597.82   (+/-2cm)    1961.3    (feet)  VERTCON   
 LV1007  ___________________________________________________________________
 LV1007  EPOCH DATE  -        1991.35
 LV1007  LAPLACE CORR-          13.78  (seconds)                    DEFLEC99
 LV1007  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 LV1007  HORZ ORDER  -  SECOND
 LV1007  VERT ORDER  -  THIRD ? (See Below)
 LV1007
 LV1007.The horizontal coordinates were established by classical geodetic methods
 LV1007.and adjusted by the National Geodetic Survey in March 1994.
 LV1007.The horizontal coordinates are valid at the epoch date displayed above.
 LV1007.The epoch date for horizontal control is a decimal equivalence
 LV1007.of Year/Month/Day.
 LV1007
 LV1007.The NAVD 88 height was computed by applying the VERTCON shift value to
 LV1007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LV1007.The vertical order pertains to the NGVD 29 superseded value.
 LV1007
 LV1007.The Laplace correction was computed from DEFLEC99 derived deflections.
 LV1007
 LV1007.The geoid height was determined by GEOID03.
 LV1007
 LV1007;                    North         East     Units Scale Factor Converg.
 LV1007;SPC OR S     -    16,581.418 1,206,325.792   MT  1.00019339   -2 24 58.5
 LV1007;SPC OR S     -    54,400.98  3,957,761.78   iFT  1.00019339   -2 24 58.5
 LV1007;UTM  10      - 4,623,663.843   414,232.123   MT  0.99969052   -0 41 13.9
 LV1007
 LV1007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LV1007!SPC OR S     -   0.99991058  x   1.00019339  =   1.00010396
 LV1007!UTM  10      -   0.99991058  x   0.99969052  =   0.99960113
 LV1007
 LV1007:                Primary Azimuth Mark                     Grid Az
 LV1007:SPC OR S     -  CAMP SIX LOOKOUT TOWER                   061 06 10.9
 LV1007:UTM  10      -  CAMP SIX LOOKOUT TOWER                   059 22 26.3
 LV1007
 LV1007|---------------------------------------------------------------------|
 LV1007| PID    Reference Object                     Distance      Geod. Az  |
 LV1007|                                                           dddmmss.s |
 LV1007| MX1288 CAMP SIX LOOKOUT TOWER              APPROX.15.1 KM 0584112.4 |
 LV1007| MX1281 RATTLESNAKE LOOKOUT TOWER           APPROX. 8.0 KM 1432443.2 |
 LV1007| CD9002 BALD HILL RM 2                       37.244 METERS 16553     |
 LV1007| CD9001 BALD HILL RM 1                        4.562 METERS 30419     |
 LV1007|---------------------------------------------------------------------|
 LV1007
 LV1007                          SUPERSEDED SURVEY CONTROL
 LV1007
 LV1007  NAD 83(1991)-  41 45 36.62487(N)    124 01 54.30517(W) AD(1984.00) 2
 LV1007  NAD 83(1986)-  41 45 36.61725(N)    124 01 54.30166(W) AD(1984.00) 2
 LV1007  NAD 27      -  41 45 37.20900(N)    124 01 50.03000(W) AD(       ) 2
 LV1007  NGVD 29 (07/19/86)  596.79   (m)         1958.0    (f) LEVELING    3  
 LV1007
 LV1007.Superseded values are not recommended for survey control.
 LV1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1007.See file dsdata.txt to determine how the superseded data were derived.
 LV1007
 LV1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM1423223664(NAD 83)
 LV1007
 LV1007  HISTORY     - Date     Condition        Report By
 LV1007  HISTORY     - 1913     MONUMENTED       CGS
 LV1007  HISTORY     - 1925     SEE DESCRIPTION  CGS
 LV1007  HISTORY     - 1935     SEE DESCRIPTION  CGS
 LV1007  HISTORY     - 1941     SEE DESCRIPTION  CGS
 LV1007  HISTORY     - 1942     SEE DESCRIPTION  CGS
 LV1007
 LV1007                          STATION DESCRIPTION
 LV1007
 LV1007'DESCRIBED BY COAST AND GEODETIC SURVEY 1925
 LV1007'ABOUT 1 MILE BEYOND THE BALD HILL RANCH HOUSE ON THE OLD
 LV1007'KELSEY TRAIL.  THE STATION IS MARKED BY A BRONZE TABLET IN
 LV1007'A BOULDER AS DESCRIBED IN NOTE 5.  THE REFERENCE MARK, A BRONZE
 LV1007'TABLET IN A BOULDER, NOTE 12D, IS 4.56 METERS (15.0 FEET)
 LV1007'W OF THE STATION.
 LV1007
 LV1007                          STATION RECOVERY (1935)
 LV1007
 LV1007'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (LJ)
 LV1007'RECOVERED AS DESCRIBED.
 LV1007'
 LV1007'STATION AND REFERENCE MARKS IN GOOD CONDITION.
 LV1007'
 LV1007'THE STATION IS 30 FEET E OF THE ROAD AT A POINT 1.3 MILES
 LV1007'BEYOND THE BALD HILLS RANCH HOUSE REFERRED TO IN THE ORIGINAL
 LV1007'NOTES.
 LV1007'
 LV1007'STATION MAY BE REACHED VIA THE RATTLESNAKE ROAD WHICH LEAVES
 LV1007'THE REDWOOD HIGHWAY AT THE MOUTH OF THE SOUTH FORK OF SMITH
 LV1007'RIVER.
 LV1007
 LV1007                          STATION RECOVERY (1941)
 LV1007
 LV1007'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (JCS)
 LV1007'THE STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED AS
 LV1007'DESCRIBED AND FOUND IN GOOD CONDITION.
 LV1007'
 LV1007'THE STATION IS ON THE SUMMIT OF A PARTIALLY TIMBERED RIDGE
 LV1007'LYING ABOUT 8-1/2 MILES E OF CRESCENT CITY AND ABOUT 2 MILES
 LV1007'SE OF BERTELEDA AND 1.1 MILES BY ROAD SE OF THE OLD BALD
 LV1007'HILL RANCH BUILDINGS.
 LV1007'
 LV1007'THE STATION MARK (NOTE 4) IS 30 FEET E OF THE ROAD, FLUSH,
 LV1007'STAMPED BALD HILL 1913 - 1958.  THE STAMPING BALD HILL 1913
 LV1007'WAS DONE IN 1941.  THE 1958 EVIDENTLY REFERS TO THE ELEVATION
 LV1007'OF THE STATION.
 LV1007'
 LV1007'REFERENCE MARK NO. 1 (NOTE 12C) IS SET IN A LARGE BOULDER
 LV1007'ON THE HIGHEST POINT OF THE HILL, ABOUT 3 FEET ABOVE THE STATION,
 LV1007'PROJECTS 18 INCHES, STAMPED BALD HILL NO. 1 1913.  THE STAMPING
 LV1007'ON REFERENCE MARK NO. 1 WAS DONE IN 1941.
 LV1007'
 LV1007'REFERENCE MARK NO. 2 (NOTE 12C) IS ABOUT 50 FEET S OF THE
 LV1007'ROAD, ABOUT 1-1/2 FEET BELOW THE STATION, FLUSH, STAMPED
 LV1007'BALD HILL NO. 2 1941.
 LV1007'
 LV1007'THE CAMP 6 L.O.T. IS TO BE USED AS THE AZIMUTH MARK.  SEE
 LV1007'DESCRIPTION FOR THAT INTERSECTED STATION.
 LV1007'
 LV1007'REACHED FROM THE MAIN INTERSECTION IN CRESCENT CITY BY GOING SE
 LV1007'ON U.S. HIGHWAY 101 FOR 0.6 MILE TO A ROAD LEADING LEFT (NE)
 LV1007'JUST BEYOND THE AQUARIUM.  TURN LEFT AND GO FOR 1.1 MILES
 LV1007'TO THE CYPRESS MOTOR INN.  TURN RIGHT (E) AND GO ALONG THE
 LV1007'MAIN-TRAVELED ROAD FOR 6.5 MILES TO A ROAD LEADING RIGHT
 LV1007'UPGRADE AS PER SIGN SOLDIERS WELL 15 - RATTLESNAKE L.O.
 LV1007'14 1/4.  TURN RIGHT AND GO 2.75 MILES TO FORK.  TAKE LEFT
 LV1007'FORK (NE) AND GO 0.7 MILE TO THE GATE AT THE OLD BALD HILL
 LV1007'RANCH NOW DESERTED.  PASS THRU GATE AND TAKE RIGHT FORK
 LV1007'STRAIGHT AHEAD FOR 0.5 MILE TO GATE.  PASS THRU THIS GATE AND
 LV1007'CONTINUE NE ALONG TOP OF RIDGE FOR 0.6 MILE TO STATION ON
 LV1007'LEFT (E) SIDE OF ROAD.
 LV1007'
 LV1007'HEIGHT OF LIGHT ABOVE STATION MARK - 13.5 METERS.
 LV1007
 LV1007                          STATION RECOVERY (1942)
 LV1007
 LV1007'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (JCS)
 LV1007'THE STATION IS ON THE SUMMIT OF A PARTIALLY TIMBERED RIDGE
 LV1007'LYING ABOUT 8-1/2 MILES E OF CRESCENT CITY AND 1.1 MILES,
 LV1007'BY ROAD, SE OF THE OLD BALD HILL RANCH BUILDINGS.
 LV1007'
 LV1007'THE STATION MARK WAS RECOVERED AS DESCRIBED AND FOUND TO BE
 LV1007'IN EXCELLENT CONDITION.  IT IS A BRONZE DISK CEMENTED IN THE
 LV1007'DRILL HOLE IN A BOULDER WHICH IS FLUSH WITH THE SURFACE
 LV1007'OF THE GROUND.  IT IS STAMPED BALD HILL 1913-1958.  APPARENTLY
 LV1007'THE 1958 REFERS TO THE ELEVATION.
 LV1007'
 LV1007'REFERENCE MARK NO. 1 IS WNW AND 3 FEET HIGHER THAN THE STATION
 LV1007'MARK.  IT IS A BRONZE DISK CEMENTED IN A DRILL HOLE IN A
 LV1007'BOULDER WHICH PROJECTS 18 INCHES.  IT IS STAMPED BALD HILL
 LV1007'NO. 1 1913.
 LV1007'
 LV1007'REFERENCE MARK NO. 2 IS SSE AND APPROXIMATELY THE SAME HEIGHT
 LV1007'AS THE STATION MARK.  IT IS A BRONZE DISK CEMENTED IN A DRILL
 LV1007'HOLE IN A BOULDER SET FLUSH AND IS STAMPED BALD HILL NO. 2
 LV1007'1941.
 LV1007'
 LV1007'THE AZIMUTH MARK IS THE APEX OF CAMP 6 LOOKOUT TOWER WHICH
 LV1007'IS NE BY E 10 MILES.
 LV1007'
 LV1007'TO REACH FROM CRESCENT CITY GO SE ON U.S. HIGHWAY 101 FOR 0.6
 LV1007'MILE TO A ROAD LEADING LEFT, NE, JUST BEYOND THE AQUARIUM.
 LV1007'TURN LEFT AND GO 1.1 MILES TO THE CYPRESS MOTOR INN.  TURN
 LV1007'RIGHT, E, AND GO ALONG THE MAIN-TRAVELED ROAD FOR 6.5 MILES
 LV1007'TO A ROAD LEADING RIGHT UPGRADE AT SIGN SOLDIERS WELL
 LV1007'15- RATTLESNAKE LOOKOUT 14 1/4.  TURN RIGHT AND GO UPGRADE
 LV1007'FOR 2.75 MILES TO FORKS.  TAKE THE LEFT FORK, NE, AND GO 0.7
 LV1007'MILE TO A GATE AT THE OLD BALD HILL RANCH BUILDINGS (NOW
 LV1007'DESERTED).  PASS THROUGH GATE AND TAKE THE RIGHT FORK
 LV1007'STRAIGHT AHEAD FOR 0.5 MILE TO A GATE.  PASS THROUGH THE GATE
 LV1007'AND CONTINUE SE 0.9 MILE TO A TREE ON THE RIGHT WITH
 LV1007'LARGE TRIANGULAR BLAZE AND THE STATION ON THE LEFT.
 LV1007'A DRIVE STATION.  ANOTHER ROUTE TO THE STATION WHICH IS BETTER
 LV1007'IS AS FOLLOWS--TO REACH FROM THE INTERSECTION OF U.S.
 LV1007'HIGHWAYS 101 AND 199 JUST N OF CRESCENT CITY, GO NE ON
 LV1007'HIGHWAY 199 FOR 10.6 MILES JUST BEYOND THE MYRTLE CREEK
 LV1007'BRIDGE.  TURN SHARPLY TO THE RIGHT, GO A SLIGHT DISTANCE
 LV1007'DOWNGRADE TO A BRIDGE ACROSS SMITH RIVER.  CROSS THE BRIDGE
 LV1007'AND TAKE THE RIGHT FORK W AND S, KEEPING THE
 LV1007'MAIN-TRAVELED ROAD FOR 0.6 MILE TO FORKS.  TAKE THE
 LV1007'RIGHT FORK AND GO 2.7 MILES TO ROAD ON THE LEFT AND SIGN
 LV1007'SOLDIERS WELL 15- RATTLESNAKE LOOKOUT 14 1/4.  THENCE PROCEED
 LV1007'AS ABOVE.
 LV1007'
 LV1007'A 4-FOOT STAND WAS USED FOR OBSERVATIONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0723 ***********************************************************************
 PB0723  DESIGNATION -  BALD MT LO TOWER
 PB0723  PID         -  PB0723
 PB0723  STATE/COUNTY-  OR/KLAMATH
 PB0723  USGS QUAD   -  WICKIUP SPRING (1981)
 PB0723
 PB0723                         *CURRENT SURVEY CONTROL
 PB0723  ___________________________________________________________________
 PB0723* NAD 83(1991)-  43 16 27.24898(N)    121 21 19.06163(W)     ADJUSTED  
 PB0723* NAVD 88     -      2268.4    (meters)    7442.     (feet)  VERTCON   
 PB0723  ___________________________________________________________________
 PB0723  LAPLACE CORR-           4.01  (seconds)                    DEFLEC99
 PB0723  GEOID HEIGHT-         -20.80  (meters)                     GEOID03
 PB0723  HORZ ORDER  -  SECOND
 PB0723
 PB0723.The horizontal coordinates were established by classical geodetic methods
 PB0723.and adjusted by the National Geodetic Survey in October 1991.
 PB0723
 PB0723.The NAVD 88 height was computed by applying the VERTCON shift value to
 PB0723.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PB0723
 PB0723.The Laplace correction was computed from DEFLEC99 derived deflections.
 PB0723
 PB0723.The geoid height was determined by GEOID03.
 PB0723
 PB0723;                    North         East     Units Scale Factor Converg.
 PB0723;SPC OR S     -   178,927.302 1,430,577.796   MT  0.99989630   -0 35 06.5
 PB0723;SPC OR S     -   587,031.83  4,693,496.71   iFT  0.99989630   -0 35 06.5
 PB0723;UTM  10      - 4,792,582.215   633,460.605   MT  0.99981911   +1 07 39.3
 PB0723
 PB0723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PB0723!SPC OR S     -   0.99964766  x   0.99989630  =   0.99954400
 PB0723!UTM  10      -   0.99964766  x   0.99981911  =   0.99946683
 PB0723
 PB0723                          SUPERSEDED SURVEY CONTROL
 PB0723
 PB0723  NAD 83(1986)-  43 16 27.26782(N)    121 21 19.10459(W) AD(       ) 2
 PB0723  NAD 27      -  43 16 27.79414(N)    121 21 15.05031(W) AD(       ) 2
 PB0723  NGVD 29 (07/19/86) 2267.0    (m)         7438.     (f) VERT ANG    3  
 PB0723
 PB0723.Superseded values are not recommended for survey control.
 PB0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0723.See file dsdata.txt to determine how the superseded data were derived.
 PB0723
 PB0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFN3346192582(NAD 83)
 PB0723_MARKER: DD = SURVEY DISK
 PB0723_SETTING: 66 = SET IN ROCK OUTCROP
 PB0723_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 PB0723_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PB0723+STABILITY: POSITION/ELEVATION WELL
 PB0723
 PB0723  HISTORY     - Date     Condition        Report By
 PB0723  HISTORY     - 1953     MONUMENTED       USFS
 PB0723
 PB0723                          STATION DESCRIPTION
 PB0723
 PB0723'DESCRIBED BY US FOREST SERVICE 1953 (HSC)
 PB0723'THE STATION IS LOCATED AT THE CENTER UNDER THE BALD MOUNTAIN
 PB0723'LOOKOUT TOWER ON BALD MOUNTAIN.
 PB0723'
 PB0723'THE DISK, A STANDARD U.S.F.S. BENCH MARK, IS SET IN A DRILL HOLE
 PB0723'IN A BURIED ROCK AND NOT STAMPED.
 PB0723'
 PB0723'THE MARK IS IN POOR CONDITION, HOWEVER THE RANGER AT THE SILVER
 PB0723'LAKE RANGER STATION STATED THAT HE WAS GOING TO REINFORCE THE MARK
 PB0723'WITH CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0724 ***********************************************************************
 PB0724  DESIGNATION -  BALD MT LOOKOUT TOWER
 PB0724  PID         -  PB0724
 PB0724  STATE/COUNTY-  OR/KLAMATH
 PB0724  USGS QUAD   -  WICKIUP SPRING (1981)
 PB0724
 PB0724                         *CURRENT SURVEY CONTROL
 PB0724  ___________________________________________________________________
 PB0724* NAD 83(1991)-  43 16 27.44208(N)    121 21 19.12801(W)     ADJUSTED  
 PB0724* NAVD 88     -      2268.     (meters)    7441.     (feet)  SCALED    
 PB0724  ___________________________________________________________________
 PB0724  LAPLACE CORR-           4.01  (seconds)                    DEFLEC99
 PB0724  GEOID HEIGHT-         -20.80  (meters)                     GEOID03
 PB0724  HORZ ORDER  -  SECOND
 PB0724
 PB0724.The horizontal coordinates were established by classical geodetic methods
 PB0724.and adjusted by the National Geodetic Survey in October 1991.
 PB0724
 PB0724.The orthometric height was scaled from a topographic map.
 PB0724
 PB0724.The Laplace correction was computed from DEFLEC99 derived deflections.
 PB0724
 PB0724.The geoid height was determined by GEOID03.
 PB0724
 PB0724;                    North         East     Units Scale Factor Converg.
 PB0724;SPC OR S     -   178,933.276 1,430,576.360   MT  0.99989630   -0 35 06.6
 PB0724;SPC OR S     -   587,051.43  4,693,491.99   iFT  0.99989630   -0 35 06.6
 PB0724;UTM  10      - 4,792,588.142   633,458.992   MT  0.99981910   +1 07 39.3
 PB0724
 PB0724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PB0724!SPC OR S     -   0.99964766  x   0.99989630  =   0.99954400
 PB0724!UTM  10      -   0.99964766  x   0.99981910  =   0.99946682
 PB0724
 PB0724                          SUPERSEDED SURVEY CONTROL
 PB0724
 PB0724  NAD 83(1986)-  43 16 27.45465(N)    121 21 19.18882(W) AD(       ) 2
 PB0724  NAD 27      -  43 16 27.98139(N)    121 21 15.12956(W) AD(       ) 2
 PB0724
 PB0724.Superseded values are not recommended for survey control.
 PB0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0724.See file dsdata.txt to determine how the superseded data were derived.
 PB0724
 PB0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFN3345992588(NAD 83)
 PB0724_MARKER: 57 = LOOKOUT TOWER
 PB0724
 PB0724  HISTORY     - Date     Condition        Report By
 PB0724  HISTORY     - 1933     FIRST OBSERVED   CGS
 PB0724
 PB0724                          STATION DESCRIPTION
 PB0724
 PB0724'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1805 ***********************************************************************
 RD1805  DESIGNATION -  BALD MT LOT
 RD1805  PID         -  RD1805
 RD1805  STATE/COUNTY-  OR/YAMHILL
 RD1805  USGS QUAD   -  TRASK MTN (1979)
 RD1805
 RD1805                         *CURRENT SURVEY CONTROL
 RD1805  ___________________________________________________________________
 RD1805* NAD 83(1991)-  45 16 50.50599(N)    123 27 31.90652(W)     ADJUSTED  
 RD1805* NAVD 88     -       851.     (meters)    2792.     (feet)  SCALED    
 RD1805  ___________________________________________________________________
 RD1805  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 RD1805  GEOID HEIGHT-         -20.86  (meters)                     GEOID03
 RD1805  HORZ ORDER  -  THIRD
 RD1805
 RD1805.The horizontal coordinates were established by classical geodetic methods
 RD1805.and adjusted by the National Geodetic Survey in October 1991.
 RD1805
 RD1805.The orthometric height was scaled from a topographic map.
 RD1805
 RD1805.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1805
 RD1805.The geoid height was determined by GEOID03.
 RD1805
 RD1805;                    North         East     Units Scale Factor Converg.
 RD1805;SPC OR N     -   183,603.671 2,267,920.857   MT  0.99989649   -2 05 54.2
 RD1805;SPC OR N     -   602,374.25  7,440,685.23   iFT  0.99989649   -2 05 54.2
 RD1805;UTM  10      - 5,014,235.349   464,011.604   MT  0.99961592   -0 19 33.8
 RD1805
 RD1805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1805!SPC OR N     -   0.99986985  x   0.99989649  =   0.99976635
 RD1805!UTM  10      -   0.99986985  x   0.99961592  =   0.99948582
 RD1805
 RD1805:                Primary Azimuth Mark                     Grid Az
 RD1805:SPC OR N     -  TRASK=TRASK MTN LOT                      003 22 04.7
 RD1805:UTM  10      -  TRASK=TRASK MTN LOT                      001 35 44.3
 RD1805
 RD1805|---------------------------------------------------------------------|
 RD1805| PID    Reference Object                     Distance      Geod. Az  |
 RD1805|                                                           dddmmss.s |
 RD1805| RD1804 TRASK=TRASK MTN LOT                 APPROX.10.1 KM 0011610.5 |
 RD1805|---------------------------------------------------------------------|
 RD1805
 RD1805                          SUPERSEDED SURVEY CONTROL
 RD1805
 RD1805  NAD 83(1986)-  45 16 50.53165(N)    123 27 31.91281(W) AD(       ) 3
 RD1805  NAD 27      -  45 16 51.12638(N)    123 27 27.52629(W) AD(       ) 3
 RD1805
 RD1805.Superseded values are not recommended for survey control.
 RD1805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1805.See file dsdata.txt to determine how the superseded data were derived.
 RD1805
 RD1805_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR6401214235(NAD 83)
 RD1805_MARKER: Z = SEE DESCRIPTION
 RD1805_SETTING: 0 = UNSPECIFIED SETTING
 RD1805_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD1805
 RD1805  HISTORY     - Date     Condition        Report By
 RD1805  HISTORY     - 1936     MONUMENTED       USFS
 RD1805  HISTORY     - 1941     SEE DESCRIPTION  CGS
 RD1805
 RD1805                          STATION DESCRIPTION
 RD1805
 RD1805'DESCRIBED BY US FOREST SERVICE 1936
 RD1805'THIS OCCUPIED STATION IS ON HIGHEST POINT OF BALD MOUNTAIN,
 RD1805'ELEVATION ABOUT 3050 FEET, A PROMINENT POINT IN COAST RANGE
 RD1805'ABOUT 15 MILES AIR LINE NW OF MC MINNVILLE AND 3 MILES SW OF
 RD1805'MEADOW LAKE.  THERE IS A HOUSE ON THIS SUMMIT, WITH A LOOKOUT
 RD1805'PLATFORM AND FIREFINDER BUILT ELEVATED TO THE W.
 RD1805'
 RD1805'STATION IS MARKED BY A U.S.F.S. DISK IN BOULDER UNDER THIS
 RD1805'PLATFORM, AND IT IS ESTIMATED THAT DISK IS WITHIN 2 FEET OF
 RD1805'CENTER OF FIREFINDER, BUT MAY NOT BE CONCENTRIC.  ALL DIRECTIONS
 RD1805'AND DISTANCES ARE TO DISK.  CENTER OF HOUSE IS 6.1 METERS (20.0
 RD1805'FEET) E OF DISK.
 RD1805'
 RD1805'STATION IS REACHED BY FOREST ROADS FROM WILLAMINA OR HEBO.  THIS
 RD1805'IS THE SAME MOUNTAIN AS SHERIDAN PEAK.
 RD1805
 RD1805                          STATION RECOVERY (1941)
 RD1805
 RD1805'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (ANS)
 RD1805'STATION IS LOCATED ON THE SUMMIT OF BALD MOUNTAIN, SITUATED
 RD1805'ABOUT 14 MILES N OF WILLAMINA, 14 MILES WNW OF MC MINNVILLE 10
 RD1805'MILES E OF BLAINE AND JUST E OF THE TILLAMOOK-YAMHILL COUNTY
 RD1805'LINE.  THIS IS A SHORT TOWER AND IS ALSO KNOWN AS HELLS CANYON
 RD1805'LOOKOUT.  THE TOP OF THE TOWER WAS INTERSECTED.
 RD1805'
 RD1805'A USFS DISK WAS CENTERED BENEATH THE TOWER OF PLATFORM IN 1936.
 RD1805'
 RD1805'STATION NOT VISITED IN 1941.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0722 ***********************************************************************
 PB0722  DESIGNATION -  BALD MTN
 PB0722  PID         -  PB0722
 PB0722  STATE/COUNTY-  OR/KLAMATH
 PB0722  USGS QUAD   -  WICKIUP SPRING (1981)
 PB0722
 PB0722                         *CURRENT SURVEY CONTROL
 PB0722  ___________________________________________________________________
 PB0722* NAD 83(2007)-  43 16 27.54032(N)    121 21 19.64890(W)     ADJUSTED  
 PB0722* NAVD 88     -      2254.5    (meters)    7397.     (feet)  VERTCON   
 PB0722  ___________________________________________________________________
 PB0722  EPOCH DATE  -        2007.00
 PB0722  X           -  -2,421,035.440 (meters)                     COMP
 PB0722  Y           -  -3,973,235.165 (meters)                     COMP
 PB0722  Z           -   4,351,271.361 (meters)                     COMP
 PB0722  LAPLACE CORR-           4.03  (seconds)                    DEFLEC99
 PB0722  ELLIP HEIGHT-        2233.716 (meters)          (02/10/07) ADJUSTED
 PB0722  GEOID HEIGHT-         -20.80  (meters)                     GEOID03
 PB0722
 PB0722  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 PB0722  Type    PID    Designation                      North   East  Ellip
 PB0722  -------------------------------------------------------------------
 PB0722  NETWORK PB0722 BALD MTN                          0.80   0.92   4.12
 PB0722  -------------------------------------------------------------------
 PB0722
 PB0722.The horizontal coordinates were established by GPS observations
 PB0722.and adjusted by the National Geodetic Survey in February 2007.
 PB0722
 PB0722.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 PB0722.See www.ngs.noaa.gov/NationalReadjustment for more information.
 PB0722.The horizontal coordinates are valid at the epoch date displayed above.
 PB0722.The epoch date for horizontal control is a decimal equivalence
 PB0722.of Year/Month/Day.
 PB0722
 PB0722.The NAVD 88 height was computed by applying the VERTCON shift value to
 PB0722.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PB0722
 PB0722.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PB0722
 PB0722.The Laplace correction was computed from DEFLEC99 derived deflections.
 PB0722
 PB0722.The ellipsoidal height was determined by GPS observations
 PB0722.and is referenced to NAD 83.
 PB0722
 PB0722.The geoid height was determined by GEOID03.
 PB0722
 PB0722;                    North         East     Units Scale Factor Converg.
 PB0722;SPC OR S     -   178,936.427 1,430,564.647   MT  0.99989630   -0 35 06.9
 PB0722;SPC OR S     -   587,061.77  4,693,453.57   iFT  0.99989630   -0 35 06.9
 PB0722;UTM  10      - 4,792,590.942   633,447.191   MT  0.99981906   +1 07 39.0
 PB0722
 PB0722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PB0722!SPC OR S     -   0.99964983  x   0.99989630  =   0.99954617
 PB0722!UTM  10      -   0.99964983  x   0.99981906  =   0.99946896
 PB0722
 PB0722:                Primary Azimuth Mark                     Grid Az
 PB0722:SPC OR S     -  SPRING BUTTE                             001 48 58.5
 PB0722:UTM  10      -  SPRING BUTTE                             000 06 12.6
 PB0722
 PB0722|---------------------------------------------------------------------|
 PB0722| PID    Reference Object                     Distance      Geod. Az  |
 PB0722|                                                           dddmmss.s |
 PB0722| PB0702 SPRING BUTTE                        APPROX.27.7 KM 0011351.6 |
 PB0722| CD6728 BALD MTN RM 1                         8.115 METERS 09315     |
 PB0722| PB0724 BALD MT LOOKOUT TOWER                10.942 METERS 10409     |
 PB0722| PB0723 BALD MT LO TOWER                     15.090 METERS 12400     |
 PB0722| CD6730 BALD MTN RM 3                        14.673 METERS 13544     |
 PB0722| CD6729 BALD MTN RM 2                        13.533 METERS 17349     |
 PB0722| NY0871 YAMSAY MT LOOKOUT TOWER             APPROX.38.2 KM 1803809.3 |
 PB0722|---------------------------------------------------------------------|
 PB0722
 PB0722                          SUPERSEDED SURVEY CONTROL
 PB0722
 PB0722  NAD 83(1998)-  43 16 27.53950(N)    121 21 19.64882(W) AD(       ) B
 PB0722  ELLIP H (07/03/01) 2233.713  (m)                       GP(       ) 5 1
 PB0722  NAD 83(1991)-  43 16 27.53771(N)    121 21 19.64730(W) AD(       ) B
 PB0722  ELLIP H (02/25/91) 2233.868  (m)                       GP(       ) 4 1
 PB0722  NAD 83(1986)-  43 16 27.54130(N)    121 21 19.65934(W) AD(       ) 1
 PB0722  NAD 27      -  43 16 28.06800(N)    121 21 15.60000(W) AD(       ) 1
 PB0722  NGVD 29 (02/25/91) 2253.1    (m)         7392.     (f) GPS OBS     3  
 PB0722
 PB0722.Superseded values are not recommended for survey control.
 PB0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0722.See file dsdata.txt to determine how the superseded data were derived.
 PB0722
 PB0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFN3344792591(NAD 83)
 PB0722_MARKER: DH = HORIZONTAL CONTROL DISK
 PB0722_SETTING: 80 = SET IN A BOULDER
 PB0722_SP_SET: IN DRILL HOLE IN A BOULDER
 PB0722_STAMPING: BALD MT 1932
 PB0722_MARK LOGO: CGS   
 PB0722_MAGNETIC: N = NO MAGNETIC MATERIAL
 PB0722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0722+STABILITY: SURFACE MOTION
 PB0722_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PB0722+SATELLITE: SATELLITE OBSERVATIONS - July 26, 1989
 PB0722
 PB0722  HISTORY     - Date     Condition        Report By
 PB0722  HISTORY     - 1932     MONUMENTED       CGS
 PB0722  HISTORY     - 1933     GOOD             CGS
 PB0722  HISTORY     - 1935     SEE DESCRIPTION  USFS
 PB0722  HISTORY     - 1937     SEE DESCRIPTION  USFS
 PB0722  HISTORY     - 1953     SEE DESCRIPTION  CGS
 PB0722  HISTORY     - 1968     SEE DESCRIPTION  USGS
 PB0722  HISTORY     - 1974     SEE DESCRIPTION  NGS
 PB0722  HISTORY     - 19890726 GOOD             NGS
 PB0722
 PB0722                          STATION DESCRIPTION
 PB0722
 PB0722'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (FGJ)
 PB0722'THE STATION IS ON THE HIGHEST PART OF THE MOUNTAIN, 10.94 METERS
 PB0722'W OF THE CENTER OF THE LOOKOUT TOWER, IN A BURIED BOULDER
 PB0722'PROJECTING ABOUT 2 INCHES ABOVE THE GROUND.
 PB0722'
 PB0722'STATION AND REFERENCE MARK NO.2 ARE STANDARD BRONZE DISKS IN
 PB0722'A BOULDER AS DESCRIBED IN NOTES 4 AND 12C.
 PB0722'
 PB0722'REFERENCE MARK NO.1 IS A STANDARD BRONZE DISK IN THE CONCRETE
 PB0722'FOUNDATION OF THE LOOKOUT TOWER ON THE NW CORNER.
 PB0722'
 PB0722'STATION BEST REACHED FROM LAPINE BY GOING S ON U.S. HIGHWAY 97,
 PB0722'1.5 MILES TO THE JUNCTION OF THE FREMONT HIGHWAY.  TURN LEFT
 PB0722'ON THE FREMONT HIGHWAY AND GO 31.5 MILES TO A BALD MOUNTAIN
 PB0722'LOOKOUT ROAD LEADING TO THE RIGHT, SIGN READING BALD MT. 14
 PB0722'MILES.  TURN RIGHT AND GO 2.8 MILES, TAKE LEFT FORK AND GO 1.2
 PB0722'MILES, TAKE LEFT FORK GO 0.3 MILE ON THE MAIN-TRAVELED ROAD
 PB0722'AROUND SOME OLD SHEEP PENS TO A CROSS ROAD, TURN RIGHT AND GO
 PB0722'1.1 MILES, TAKE RIGHT FORK AND GO 3.1 MILES, TAKE RIGHT FORK
 PB0722'GO 1.3 MILES, TURN LEFT AND GO 1.9 MILES TO TOP OF MOUNTAIN,
 PB0722'LOOKOUT, AND STATION.
 PB0722'
 PB0722'NOTE--THE STATION WAS BUILT IN 1932 AND OBSERVED IN 1933.
 PB0722'
 PB0722'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 PB0722
 PB0722                          STATION RECOVERY (1935)
 PB0722
 PB0722'RECOVERY NOTE BY US FOREST SERVICE 1935 (NS)
 PB0722'ON THE HIGHEST SUMMIT OF BALD MOUNTAIN, WHICH LIES ABOUT 15
 PB0722'MILES NW OF THE TOWN OF SILVER LAKE.
 PB0722'
 PB0722'STATION MARKED BY DISK IN BURIED BOULDER, NOTE 4.
 PB0722'
 PB0722'REFERENCE MARKS CONSIST OF STANDARD DISKS.  NO.1 IS 8.115 METERS
 PB0722'(23.96 FEET) EASTERLY FROM STATION IN AZIMUTH 273 DEG 13 MIN
 PB0722'21.6 SEC.  IT IS IN THE NW CONCRETE FOOTING OF THE LOOKOUT
 PB0722'TOWER.  NO.2 IS 13.530 METERS (44.39 FEET) SOUTHERLY IN AZIMUTH
 PB0722'353 DEG 47 MIN 50.6 SEC.  IT IS IN A BOULDER.
 PB0722'
 PB0722'BALD MOUNTAIN LOOKOUT TOWER IS 10.94 METERS (35.9 FEET) E OF
 PB0722'STATION IN AZIMUTH 284 DEG 08 MIN 16 SEC.  MEASUREMENTS ARE TO
 PB0722'CENTER OF TOWER, WHICH IS MARKED BY A U.S.F.S. DISK.  CONDITION
 PB0722'SAID TO BE POOR.
 PB0722'
 PB0722'STATION IS REACHED BY TURNING WESTWARD FROM FREMONT STATE
 PB0722'HIGHWAY 31 NEAR MILEAGE 31.5, AT SIGN FOR BALD MOUNTAIN
 PB0722'LOOKOUT.  FOLLOWED SIGNED FOREST ROADS FOR 14 MILES TO SUMMIT
 PB0722'AND STATION.
 PB0722
 PB0722                          STATION RECOVERY (1937)
 PB0722
 PB0722'RECOVERY NOTE BY US FOREST SERVICE 1937
 PB0722'RECOVERY CARD SUBMITTED BY LEWIS A. MC ARTHUR AND DATED 1935
 PB0722'GIVES ALL ESSENTIAL FACTS AND MAY BE USED WITH EXCEPTION OF LAST
 PB0722'LINE WHICH SHOULD READ--
 PB0722'
 PB0722'MEASUREMENTS ARE TO CENTER OF TOWER, WHICH IS MARKED BY
 PB0722'U.S.F.S. DISK SET IN CONCRETE CYLINDER EXTENDING 3 FEET BELOW
 PB0722'GROUND.
 PB0722'
 PB0722'THIS POST WAS INSTALLED IN 1937 BY U.S.F.S. TO TAKE PLACE OF
 PB0722'FORMER DISK IN SMALL ROCK WHICH WAS INADEQUATE.  ON SAME CENTER.
 PB0722
 PB0722                          STATION RECOVERY (1953)
 PB0722
 PB0722'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (HSC)
 PB0722'THE STATION WAS RECOVERED AS DESCRIBED BY F.G.J. IN 1933 AND ALL
 PB0722'MARKS WERE FOUND IN GOOD CONDITION.  ADDITIONAL NOTES FOLLOW--
 PB0722'
 PB0722'THE LOOKOUT HOUSE THAT WAS LOCATED BY F.G.J. IN 1933 HAS BEEN
 PB0722'DESTROYED AND A NEW ONE ERECTED TO THE SOUTH OF THE OLD
 PB0722'ONE.  TRAVERSES WERE MADE TO THE MARK AT THE CENTER OF THE OLD
 PB0722'LOOKOUT HOUSE AND TO THE NEW U.S.F.S. MARKER IN THE CENTER OF THE
 PB0722'NEW LOOKOUT.  THIS MARK IS IN POOR CONDITION AND IS NOT STAMPED.
 PB0722'
 PB0722'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 98 AND STATE
 PB0722'ROUTE 31, WHICH IS ABOUT 1 MILE SOUTH OF LAPINE, GO SOUTHEAST ON
 PB0722'ROUTE 31 FOR 28.1 MILES TO FORT ROCK JUNCTION.  CONTINUE STRAIGHT
 PB0722'AHEAD FOR 3.9 MILES TO A SIDE ROAD RIGHT AND SIGN BALD MTN. L.O.
 PB0722'14 FT ON THE LEFT.  TURN RIGHT AND GO 0.7 MILE TO THE ENTRANCE TO
 PB0722'THE FREEMONT NATIONAL FOREST.  CONTINUE STRAIGHT AHEAD FOR 1.9
 PB0722'MILES TO A CROSSROAD.  CONTINUE STRAIGHT AHEAD, AS PER SIGN
 PB0722'BALD MTN 10, FOR 0.4 MILE TO A FORK.  TAKE THE LEFT ROAD AND GO
 PB0722'2.2 MILES TO A CROSSROAD AT EMBODY FLATS.  CONTINUE STRAIGHT
 PB0722'AHEAD FOR 0.1 MILE TO A FORK.  TAKE THE LEFT ROAD AND FOLLOW THE
 PB0722'WELLGRADED ROAD FOR 0.7 MILE TO A SIDE ROAD RIGHT AND SIGN BALD
 PB0722'MTN L.O. 7.  TURN RIGHT, FOLLOWING THE TELEPHONE LINE,
 PB0722'AND GO 3.4 MILES TO A FORK AND SIGN BALD MTN. L.O. 3.  TAKE
 PB0722'THE RIGHT ROAD AND GO 1.4 MILES TO A FORK AND SIGN BALD MTN
 PB0722'L.O. 2.  TURN LEFT AND GO 2 MILES TO THE BALD MOUNTAIN LOOKOUT
 PB0722'TOWER AND THE STATION.
 PB0722
 PB0722                          STATION RECOVERY (1968)
 PB0722
 PB0722'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 PB0722'TO REACH FROM THE SCHOOL HOUSE IN SILVER LAKE, DRIVE WEST ON
 PB0722'OREGON STATE HIGHWAY 31 FOR 1.7 MILES TO THE SILVER LAKE ROAD, TURN
 PB0722'LEFT ON THE SILVER LAKE ROAD (PAVED) AND DRIVE FOR 4.9 MILES TO A
 PB0722'BRIDGE AND THE END OF THE PAVEMENT, CONTINUE FOR 1.6 MILES TO
 PB0722'USFS ROAD 2516 AND TURN RIGHT, FOLLOW USFS ROAD 2516 FOR 3.2
 PB0722'MILES TO A X-ROAD, CONTINUE STRAIGHT AHEAD ON USFS ROAD 2516 FOR
 PB0722'1.8 MILES TO A X-ROAD, CONTINUE STRAIGHT AHEAD ON USFS 2516 FOR
 PB0722'0.8 MILES TO A ROAD FORK, TAKE THE RIGHT FORK AND CONTINUE FOR
 PB0722'7.8 MILES TO A ROAD JUNCTION TO THE LEFT AND A SIGN INDICATING
 PB0722'USFS ROAD 2516D, TURN LEFT AND DRIVE FOR 1.9 MILES TO THE TOP
 PB0722'OF BALD MOUNTAIN AND THE STATION SITE.
 PB0722'
 PB0722'RM NO. 2 WAS RECOVERED IN POOR CONDITION AND RM NO. 3 WAS
 PB0722'ESTABLISHED.  A STANDARD USGS RM TABLET STAMPED NO 3 1968, SET IN
 PB0722'THE SW CONCRETE FOOTING OF BALD MTN. LOT, 14.673 METERS FROM THE
 PB0722'STATION MARK IN AZIMUTH.
 PB0722
 PB0722                          STATION RECOVERY (1974)
 PB0722
 PB0722'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 PB0722'DISTANCE BETWEEN R.M. 1, AND BALD MTN. L.O.T. CENTER 1933 IS
 PB0722'11.00 FEET OR 3.353 METERS.
 PB0722'
 PB0722'THE STATION MARK, BOTH REFERENCE MARKS, AND THE U.S.F.S. DISK WAS
 PB0722'RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 3 WAS
 PB0722'ESTABLISHED.  NEW DESCRIPTIONS TO THE MARKS FOLLOW.
 PB0722'
 PB0722'THE STATION MARK, STAMPED BALD MT 1932, IS A STANDARD DISK
 PB0722'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 3-INCHES, 40
 PB0722'FEET NORTHWEST OF THE NORTHWEST LEG OF THE LOOKOUT TOWER, 28.5
 PB0722'FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE CAR SHED, 26
 PB0722'FEET WEST OF THE NORTHWEST FOOTING FOR THE ORIGINAL LOOKOUT
 PB0722'TOWER, AND 16 FEET NORTH OF THE CENTER OF THE DRIVEWAY TO THE CAR
 PB0722'SHED.  (NOTE 4)
 PB0722'
 PB0722'REFERENCE MARK NO. 1, STAMPED BALD MT NO 1 1932, IS A STANDARD
 PB0722'DISK CEMENTED IN A DRILL HOLE IN THE NORTHWEST CONCRETE FOOTING
 PB0722'FOR THE ORIGINAL LOOKOUT TOWER, 21 FEET NORTH-NORTHWEST OF THE
 PB0722'NORTHWEST LEG OF THE LOOKOUT TOWER.
 PB0722'
 PB0722'REFERENCE MARK NO. 2, STAMPED BALD MT NO 2 1932, IS A STANDARD
 PB0722'DISK IN A BOULDER THAT PROJECTS 7-INCHES, 43 FEET SOUTHEAST OF THE
 PB0722'SOUTHEAST CORNER OF THE CAR SHED, AND 31 FEET SOUTHWEST OF THE
 PB0722'SOUTHWEST LEG OF THE LOOKOUT TOWER.
 PB0722'
 PB0722'REFERENCE MARK NO. 3, STAMPED NO 3 1968, IS A U.S. GEOLOGICAL
 PB0722'SURVEY REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN THE
 PB0722'SOUTHWEST CONCRETE FOOTING FOR THE LOOKOUT TOWER.
 PB0722'
 PB0722'BALD MTN. L.O.T. CENTER 1933 IS A U.S. DEPARTMENT OF AGRICULTURE
 PB0722'DISK SET IN A CONCRETE CYLINDER THAT PROJECTS 2-INCHES, 11 FEET
 PB0722'SOUTHEAST OF THE NORTHWEST FOOTING FOR THE ORIGINAL LOOKOUT TOWER.
 PB0722'
 PB0722'THE TO REACH IS ADEQUATE, BUT IT IS ADVISABLE TO INQUIRE ABOUT
 PB0722'THE ROADS AT THE DISTRICT RANGERS OFFICE TO MAKE CERTAIN ALL THE
 PB0722'ROADS ARE PASSABLE.
 PB0722'
 PB0722'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PB0722'30 MILES SOUTHEAST OF LAPINE.
 PB0722
 PB0722                          STATION RECOVERY (1989)
 PB0722
 PB0722'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 PB0722'THE STATION, RM 3, AND RM1 WERE RECOVERED IN GOOD CONDITION.  RM 2 WAS
 PB0722'FOUND LOOSE IN THE GROUND.  A NEW TO REACH DESCRIPTION FOLLOWS.
 PB0722'TO REACH FROM THE INTERSECTION OF HIGHWAYS 97 AND 31 GO SOUTHEAST ON
 PB0722'HIGHWAY 31 FOR 28.32 KM (17.60 MI) , TURN RIGHT TOWARD MOWICH SPRINGS
 PB0722'(USFS ROAD 2516) FOR 10.08 KM (6.26 MI) TO MOWICH SPRINGS CROSSROADS,
 PB0722'CONTINUE STRAIGHT AHEAD FOR 12.8 KM (8.0 MI) TO A DIRT ROAD RIGHT
 PB0722'(WELL MARKED WITH FLAGGING) TURN RIGHT AND GO 1.44 KM (0.89 MI) TO
 PB0722'TOP OF HILL AND STATION.
 PB0722'DESCRIBED BY L.L. RIGGERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1718 ***********************************************************************
 QE1718  DESIGNATION -  BALD PETER
 QE1718  PID         -  QE1718
 QE1718  STATE/COUNTY-  OR/LINN
 QE1718  USGS QUAD   -  GREEN PETER (1984)
 QE1718
 QE1718                         *CURRENT SURVEY CONTROL
 QE1718  ___________________________________________________________________
 QE1718* NAD 83(1991)-  44 28 59.19557(N)    122 34 58.51954(W)     ADJUSTED  
 QE1718* NAVD 88     -      1213.4    (meters)    3981.     (feet)  VERTCON   
 QE1718  ___________________________________________________________________
 QE1718  LAPLACE CORR-           4.36  (seconds)                    DEFLEC99
 QE1718  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 QE1718  HORZ ORDER  -  FIRST
 QE1718
 QE1718.The horizontal coordinates were established by classical geodetic methods
 QE1718.and adjusted by the National Geodetic Survey in October 1991.
 QE1718
 QE1718.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE1718.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE1718
 QE1718.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE1718
 QE1718.The geoid height was determined by GEOID03.
 QE1718
 QE1718;                    North         East     Units Scale Factor Converg.
 QE1718;SPC OR N     -    92,861.429 2,334,322.349   MT  0.99996565   -1 28 37.8
 QE1718;SPC OR N     -   304,663.48  7,658,537.89   iFT  0.99996565   -1 28 37.8
 QE1718;UTM  10      - 4,925,617.655   533,166.332   MT  0.99961353   +0 17 32.1
 QE1718
 QE1718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE1718!SPC OR N     -   0.99981335  x   0.99996565  =   0.99977900
 QE1718!UTM  10      -   0.99981335  x   0.99961353  =   0.99942695
 QE1718
 QE1718|---------------------------------------------------------------------|
 QE1718| PID    Reference Object                     Distance      Geod. Az  |
 QE1718|                                                           dddmmss.s |
 QE1718| CD9553 BALD PETER RM 1                       4.756 METERS 00746     |
 QE1718| RD2409 WILDCAT MOUNTAIN LOOKOUT HOUSE      APPROX.99.4 KM 0251814.9 |
 QE1718| QE1689 SLATE ROCK LOOKOUT HOUSE            APPROX.31.6 KM 0552549.7 |
 QE1718| QD1744 OLALLIE BUTTE LOOKOUT HOUSE         APPROX.75.1 KM 0593820.7 |
 QE1718| CD9554 BALD PETER RM 2                       3.048 METERS 13636     |
 QE1718| QE1717 BALD PETER LOOKOUT TOWER              4.732 METERS 16915     |
 QE1718| QE2130 TWIN                                APPROX.37.9 KM 2422935.2 |
 QE1718| QE2126 WARD BUTTE AIRWAY BEACON            APPROX.35.1 KM 2673325.8 |
 QE1718|---------------------------------------------------------------------|
 QE1718
 QE1718                          SUPERSEDED SURVEY CONTROL
 QE1718
 QE1718  NAD 83(1986)-  44 28 59.21404(N)    122 34 58.54280(W) AD(       ) 1
 QE1718  NAD 27      -  44 28 59.75798(N)    122 34 54.25442(W) AD(       ) 1
 QE1718  NGVD 29 (07/19/86) 1212.3    (m)         3977.     (f) VERT ANG    3  
 QE1718
 QE1718.Superseded values are not recommended for survey control.
 QE1718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1718.See file dsdata.txt to determine how the superseded data were derived.
 QE1718
 QE1718_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ3316625618(NAD 83)
 QE1718_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QE1718_SETTING: 66 = SET IN ROCK OUTCROP
 QE1718
 QE1718  HISTORY     - Date     Condition        Report By
 QE1718  HISTORY     - 1940     MONUMENTED       USE
 QE1718  HISTORY     - 1947     SEE DESCRIPTION  CGS
 QE1718  HISTORY     - 1953     SEE DESCRIPTION  CGS
 QE1718  HISTORY     - 1955     GOOD             USGS
 QE1718  HISTORY     - 1972     SEE DESCRIPTION  NGS
 QE1718
 QE1718                          STATION DESCRIPTION
 QE1718
 QE1718'DESCRIBED BY US ENGINEERS 1940 (ANS)
 QE1718'STATION IS ABOUT 10.0 MILES NORTHEAST OF SWEET HOME AND ABOUT 17.0
 QE1718'MILES EAST-SOUTHEAST OF LEBANON, ON THE SUMMIT OF A HIGH PEAK
 QE1718'SHOWN ON THE U.S. FOREST SERVICE MAPS AS GREEN PETER, 4,079
 QE1718'FEET.  THIS PEAK IS SEVERAL HUNDRED FEET LOWER THAN THE PEAK LYING
 QE1718'ABOUT 1.5 MILES NORTHEAST AND SHOWN ON THE U.S. FOREST SERVICE
 QE1718'MAPS AS BALD PETER, 4,307 FEET.
 QE1718'
 QE1718'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 54 AND 228 IN SWEET
 QE1718'HOME, GO WEST 0.3 MILE ON STATE HIGHWAY 54 TO ROAD ON RIGHT,
 QE1718'TURN RIGHT (NORTH) AND GO 0.3 MILE, CROSSING BRIDGE, TURN RIGHT
 QE1718'(EAST) AND FOLLOW MAIN ROAD ON THE NORTH SIDE OF RIVER 0.8 MILE TO
 QE1718'FORK, TAKE RIGHT FORK STRAIGHT AHEAD (EAST) 3.3 MILES TO FORK,
 QE1718'TAKE RIGHT FORK EAST 2.6 MILES TO FORK, TAKE LEFT FORK,
 QE1718'SUNNYSIDE ROAD, UP HILL (NORTH) 1.2 MILES TO FORK, TAKE LEFT
 QE1718'FORK AND CONTINUE UP GRADE 0.8 MILE TO A FORK, TAKE RIGHT FORK AND
 QE1718'GO NORTHEAST UP A STEEP AND NARROW LOGGING ROAD 2.1 MILES TO
 QE1718'A FORK, THEN TAKE LEFT FORK ALONG TELEPHONE LINE 0.4 MILE
 QE1718'TO LOG-LOADING AREA, WHERE TELEPHONE LINE BEARS LEFT UP STEEP
 QE1718'SLOPE.  FROM HERE PACK UP STEEP TRAIL ALONG TELEPHONE LINE
 QE1718'ABOUT 1.0 MILE TO TOP OF PEAK AND STATION.
 QE1718'
 QE1718'STATION, STAMPED BALD PETER 1939, IS A U.S. ARMY ENGINEERS
 QE1718'MARK SET IN BEDROCK FLUSH WITH THE GROUND, 12.4 FEET NORTH-NORTHWEST
 QE1718'OF THE NORTHEAST CORNER OF LOOKOUT HOUSE AND 10.6 FEET NORTH OF
 QE1718'THE NORTHWEST CORNER OF LOOKOUT HOUSE, ON THE HIGHEST PART OF
 QE1718'PEAK.  NOTE 2.
 QE1718'
 QE1718'REFERENCE MARK NO.1, STAMPED BALD PETER NO 1 1940, IS SET IN
 QE1718'BEDROCK FLUSH WITH THE GROUND, ABOUT 2.0 FEET LOWER THAN THE
 QE1718'STATION AND 25.0 FEET NORTH OF THE NORTHEAST CORNER OF LOOKOUT
 QE1718'HOUSE.  NOTE 12A.
 QE1718'
 QE1718'REFERENCE MARK NO.2, STAMPED BALD PETER NO 2 1940, IS SET IN
 QE1718'BEDROCK FLUSH WITH THE GROUND, ABOUT 2.0 FEET LOWER THAN THE
 QE1718'STATION AND 20.0 FEET NORTHWEST OF THE NORTHEAST CORNER OF
 QE1718'LOOKOUT HOUSE.  NOTE 12A.
 QE1718
 QE1718                          STATION RECOVERY (1947)
 QE1718
 QE1718'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (WRH)
 QE1718'STATION IS LOCATED ABOUT 10.0 MILES NORTHEAST OF SWEET HOME, 17.0
 QE1718'MILES EAST-SOUTHEAST OF LEBANON, ON THE SUMMIT OF A HIGH TIMBER
 QE1718'COVERED PEAK THAT IS SHOWN ON THE U.S. FOREST SERVICE MAPS AS
 QE1718'GREEN PETER, 4,079 FEET.  THIS PEAK IS SEVERAL HUNDRED FEET
 QE1718'LOWER THAN THE PEAK LYING ABOUT 1.5 MILES NORTHEAST AND SHOWN
 QE1718'ON THE U.S. FOREST SERVICE MAPS AS BALD PETER, 4,307 FEET.
 QE1718'
 QE1718'THE 1940 DESCRIPTION ON HOW TO REACH IS NOW OBSOLETE.  THE
 QE1718'FOLLOWING IS A NEW DESCRIPTION TO REACH.
 QE1718'
 QE1718'STATION IS REACHED AS FOLLOWS--FROM SWEET HOME GO EAST ON
 QE1718'U.S. HIGHWAY 20 FOR 3.1 MILES TO A SIDE ROAD, ON THE LEFT (N), AT
 QE1718'FOSTER.  TURN LEFT (N) AND GO 0.7 MILE TO BRIDGE.  CONTINUE,
 QE1718'CROSSING BRIDGE, AND FOLLOW MAIN TRAVELED ROAD 2.7 MILES TO A
 QE1718'FORK.  TAKE LEFT FORK, UPHILL, AND GO 1.3 MILES TO A FORK.
 QE1718'CONTINUE STRAIGHT AHEAD, ON MAIN TRAVELED ROAD, AND GO 0.3 MILE TO
 QE1718'A FORK.  CONTINUE STRAIGHT AHEAD, ON MAIN TRAVELED ROAD,
 QE1718'AND GO 0.6 MILE TO A FORK.  CONTINUE STRAIGHT AHEAD, ON MAIN
 QE1718'TRAVELED ROAD, AND GO 0.5 MILE TO A FORK.  TAKE LEFT FORK AND GO
 QE1718'0.2 MILE TO FORK AT SIGN GREEN PETER.  TAKE RIGHT FORK AND
 QE1718'FOLLOW MAIN TRAVELED ROAD UPHILL 1.0 MILE TO FORK.  CONTINUE
 QE1718'STRAIGHT AHEAD AND GO 0.5 MILE TO A FORK (RIGHT FORK OF THREE) AT
 QE1718'SIGN GREEN PETER.  TAKE RIGHT FORK AND GO 0.3 MILE TO A
 QE1718'FORK.  TAKE RIGHT FORK AND GO 0.25 MILES TO A FORK.  TAKE LEFT
 QE1718'FORK AND GO 0.5 MILE TO A T ROAD.  TAKE LEFT FORK AND GO
 QE1718'0.05 MILE TO A FORK.  TAKE LEFT FORK, UPHILL AND GO 0.4 MILE
 QE1718'TO A FORK.  TAKE LEFT FORK AND GO 1.3 MILES TO HOUSE AT THE
 QE1718'END OF TRUCK TRAVEL.  FROM HERE TAKE TRAIL, UPHILL, ABOUT 100
 QE1718'YARDS TO LOOKOUT HOUSE AND STATION AT TOP OF PEAK.
 QE1718'
 QE1718'STATION, STAMPED BALD PETER 1939 IS A STANDARD U.S. ARMY ENGINEERS
 QE1718'BRONZE DISK CEMENTED IN A DRILL HOLE IN BEDROCK ON THE HIGHEST
 QE1718'PART OF PEAK.  IT IS 12.3 FEET NORTH-NORTHWEST OF THE NORTHEAST
 QE1718'CORNER OF LOOKOUT HOUSE, 10.6 FEET NORTH-NORTHEAST OF THE
 QE1718'NORTHWEST CORNER OF LOOKOUT HOUSE, AND 15.76 FEET NORTH OF THE
 QE1718'CENTER OF LOOKOUT HOUSE.
 QE1718'
 QE1718'R. M. 1, STAMPED BALD PETER NO 1 1940 IS A STANDARD USC AND GS
 QE1718'BRONZE REFERENCE MARK CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS
 QE1718'ABOUT 3 FEET LOWER THAN THE STATION.
 QE1718'
 QE1718'R. M. 2, STAMPED BALD PETER NO 2 1940 IS A STANDARD USC AND GS
 QE1718'BRONZE REFERENCE MARK CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS
 QE1718'ABOUT 2.5 FEET LOWER THAN THE STATION IT IS 2.0 FT. NORTHWEST
 QE1718'OF THE NORTHEAST CORNER OF LOOKOUT HOUSE.
 QE1718'
 QE1718'STATION RECOVERED IN GOOD CONDITION.  1947 DISTANCES AND
 QE1718'DIRECTIONS, TO REFERENCE MARKS CHECK THE 1940 MEASUREMENTS.
 QE1718
 QE1718                          STATION RECOVERY (1953)
 QE1718
 QE1718'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LGT)
 QE1718'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.  A
 QE1718'SLIGHT DIFFERENCE IN THE OBSERVED DIRECTION TO REFERENCE MARK 1
 QE1718'WAS NOTED.  THE ROUTE TO THE STATION IS NOW OBSOLETE AND A NEW
 QE1718'ONE IS GIVEN BELOW.  A NEW DESCRIPTION FOLLOWS.
 QE1718'
 QE1718'THE STATION IS LOCATED ABOUT 17 MILES, AIR LINE, EAST-SOUTHEAST
 QE1718'OF LEBANON, 10 MILES, AIR LINE, NORTHEAST OF SWEET HOME, AND ON
 QE1718'THE SUMMIT OF A TIMBER COVERED PEAK LOCALLY KNOWN AS GREEN
 QE1718'PETER.  THE HIGHER PEAK ABOUT 1.5 MILES TO THE NORTH IS KNOWN
 QE1718'AS BALD PETER.
 QE1718'
 QE1718'TO REACH THE STATION FROM THE POST OFFICE IN FOSTER, GO NORTH
 QE1718'ON THE PAVED ROAD FOR 0.4 MILE TO A LARGE BRIDGE.  CONTINUE ON
 QE1718'THE PAVED ROAD FOR 2.7 MILES TO A GRAVEL ROAD LEFT.  TURN LEFT
 QE1718'AND FOLLOW THE GRAVEL ROAD FOR 2.9 MILES TO A FARM-HOUSE ON THE
 QE1718'LEFT.  CONTINUE STRAIGHT AHEAD FOR 0.05 MILE TO A ROAD RIGHT.
 QE1718'TURN RIGHT AND GO 1.75 MILES TO A CROSSROAD.  TURN RIGHT AND GO
 QE1718'2.55 MILES TO A LOG LOADING AREA.  CONTINUE STRAIGHT AHEAD UP
 QE1718'THE STEEP GRADE FOR 0.8 MILE TO A CABIN AND THE END OF
 QE1718'TRUCK TRAVEL.  PACK UP THE TRAIL FOR ABOUT 100 YARDS TO
 QE1718'THE LOOKOUT AND THE STATION.  A 3-MINUTE PACK.
 QE1718'
 QE1718'THE STATION MARK, A U.S. ARMY ENGINEERS BRONZE DISK STAMPED
 QE1718'BALD PETER 1939, IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 QE1718'
 QE1718'REFERENCE MARK 1, A STANDARD DISK STAMPED BALD PETER NO 1 1940,
 QE1718'IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS ABOUT 3 FEET
 QE1718'LOWER THAN THE STATION MARK.
 QE1718'
 QE1718'REFERENCE MARK 2, A STANDARD DISK STAMPED BALD PETER NO 2 1940,
 QE1718'IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS ABOUT 2 FEET
 QE1718'LOWER THAN THE STATION MARK.
 QE1718'
 QE1718'NO SUITABLE PLACE COULD BE FOUND FOR AN AZIMUTH MARK.
 QE1718
 QE1718                          STATION RECOVERY (1955)
 QE1718
 QE1718'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 QE1718'RECOVERED AS DESCRIBED BY NGS.  ALL MARKS IN GOOD CONDITION.
 QE1718
 QE1718                          STATION RECOVERY (1972)
 QE1718
 QE1718'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LDF)
 QE1718'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE FOUND IN GOOD
 QE1718'CONDITION AS DESCRIBED BY A.N.S. IN 1940, THERE IS NO AZIMUTH MARK
 QE1718'FOR THIS STATION.  REFERENCE MARK 2 IS UNDER THE EDGE OF THE
 QE1718'LOOKOUT HOUSE AND IS TO CLOSE TO FOCUS ON.  A COMPLETE NEW
 QE1718'DESCRIPTION FOLLOWS.
 QE1718'
 QE1718'THE STATION IS LOCATED ABOUT 14 MILES EAST-SOUTHEAST OF LEBANON,
 QE1718'10 MILES NORTHEAST OF SWEET HOME, ON THE SUMMIT OF A PEAK LOCALLY
 QE1718'KNOWN AS GREEN PETER, THERE IS A HIGHER PEAK ABOUT 1.5 MILE TO THE
 QE1718'NORTH KNOWN AS BALD PETER.
 QE1718'
 QE1718'TO REACH FROM THE NORTH END OF FOSTER DAM, GO EAST ALONG THE
 QE1718'NORTH SIDE OF FOSTER RESERVOIR FOR 2.75 MILES TO A SIDE ROAD
 QE1718'LEFT, TURN LEFT ON A GRAVEL ROAD FOR 1.55 MILE TO A SIDE ROAD RIGHT
 QE1718'GP 300.  CONTINUE STRAIGHT AHEAD FOR 0.55 MILE TO A SIDE ROAD
 QE1718'RIGHT GP 400, TURN RIGHT ON GP 400 FOR 0.45 MILE TO A FORK JUST
 QE1718'AFTER PASSING UNDER A POWER LINE.  TURN LEFT AND FOLLOW MAIN
 QE1718'ROAD FOR 0.3 MILE TO WHERE GP 400 TURNS TO THE RIGHT, CONTINUE
 QE1718'STRAIGHT AHEAD FOR 0.25 MILE TO A FORK, KEEP LEFT FORK UP HILL
 QE1718'FOR 0.1 MILE TO A FORK, KEEP RIGHT FORK FOR 0.65 MILE TO A
 QE1718'REVERSE Y FORK, KEEP RIGHT FOR 0.05 MILE TO GP 430 ON THE
 QE1718'RIGHT, KEEP LEFT FOR 0.45 MILE TO A FORK, KEEP LEFT FORK FOR
 QE1718'0.5 MILE TO GP 450 ON THE RIGHT, KEEP LEFT (PASSING OLD LOG
 QE1718'LOADING RAMP ON THE RIGHT) CONTINUE ON MAIN ROAD UP HILL FOR
 QE1718'1.2 MILE TO E.T.T.  FROM HERE PACK UP TRAIL TO LOOKOUT
 QE1718'HOUSE AND STATION.
 QE1718'
 QE1718'THE STATION MARK IS A U.S. ENGINEERS DISK STAMPED BALD PETER
 QE1718'1940.  IT IS CEMENTED IN A DRILL HOLE IN BED ROCK AND IS FLUSH
 QE1718'WITH THE ROCK SURFACE.  IT IS 8 FEET NORTH OF THE NORTH EDGE OF
 QE1718'THE LOOKOUT HOUSE AND AT THE NORTH END OF THE LOOKOUT HOUSE STEPS.
 QE1718'
 QE1718'REFERENCE MARK 1, IS A STANDARD DISK STAMPED BALD PETER NO 1 1940,
 QE1718'IT IS CEMENTED IN A DRILL HOLE IN A BOULDER AND IS FLUSH WITH THE
 QE1718'ROCK SURFACE.  IT IS 18 FEET NORTH OF THE END OF THE STEPS AND
 QE1718'3 FEET LOWER THAN THE STATION.
 QE1718'
 QE1718'REFERENCE MARK 2, IS A STANDARD DISK STAMPED BALD PETER NO 2
 QE1718'1940, IT IS CEMENTED IN A DRILL HOLE IN A BOULDER AND IS FLUSH WITH
 QE1718'THE GROUND SURFACE.  IT IS UNDER THE NORTHEAST CORNER OF THE
 QE1718'WALKWAY AROUND THE LOOKOUT HOUSE AND IS 3 FEET LOWER THAN THE
 QE1718'STATION.
 QE1718'
 QE1718'NOTE--NO MEASUREMENT BETWEEN THE RMS DUE TO OBSTRUCTIONS ON THE
 QE1718'LINE.
 QE1718'
 QE1718'HEIGHT OF LIGHT ABOVE STATION MARK 4.5 FEET.
 QE1718'
 QE1718'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QE1718'10 MILES NORTHEAST OF SWEET HOME.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1717 ***********************************************************************
 QE1717  DESIGNATION -  BALD PETER LOOKOUT TOWER
 QE1717  PID         -  QE1717
 QE1717  STATE/COUNTY-  OR/LINN
 QE1717  USGS QUAD   -  GREEN PETER (1984)
 QE1717
 QE1717                         *CURRENT SURVEY CONTROL
 QE1717  ___________________________________________________________________
 QE1717* NAD 83(1991)-  44 28 59.04497(N)    122 34 58.47957(W)     ADJUSTED  
 QE1717* NAVD 88     -      1215.     (meters)    3986.     (feet)  SCALED    
 QE1717  ___________________________________________________________________
 QE1717  LAPLACE CORR-           4.36  (seconds)                    DEFLEC99
 QE1717  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 QE1717  HORZ ORDER  -  THIRD
 QE1717
 QE1717.The horizontal coordinates were established by classical geodetic methods
 QE1717.and adjusted by the National Geodetic Survey in October 1991.
 QE1717
 QE1717.The orthometric height was scaled from a topographic map.
 QE1717
 QE1717.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE1717
 QE1717.The geoid height was determined by GEOID03.
 QE1717
 QE1717;                    North         East     Units Scale Factor Converg.
 QE1717;SPC OR N     -    92,856.760 2,334,323.113   MT  0.99996566   -1 28 37.8
 QE1717;SPC OR N     -   304,648.16  7,658,540.40   iFT  0.99996566   -1 28 37.8
 QE1717;UTM  10      - 4,925,613.012   533,167.238   MT  0.99961353   +0 17 32.1
 QE1717
 QE1717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE1717!SPC OR N     -   0.99981316  x   0.99996566  =   0.99977883
 QE1717!UTM  10      -   0.99981316  x   0.99961353  =   0.99942676
 QE1717
 QE1717                          SUPERSEDED SURVEY CONTROL
 QE1717
 QE1717  NAD 83(1986)-  44 28 59.06080(N)    122 34 58.50228(W) AD(       ) 4
 QE1717  NAD 27      -  44 28 59.60447(N)    122 34 54.21350(W) AD(       ) 3
 QE1717
 QE1717.Superseded values are not recommended for survey control.
 QE1717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1717.See file dsdata.txt to determine how the superseded data were derived.
 QE1717
 QE1717_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ3316725613(NAD 83)
 QE1717
 QE1717  HISTORY     - Date     Condition        Report By
 QE1717  HISTORY     - 1940     MONUMENTED       CGS
 QE1717  HISTORY     - 1953     SEE DESCRIPTION  CGS
 QE1717  HISTORY     - 1972     SEE DESCRIPTION  NGS
 QE1717
 QE1717                          STATION DESCRIPTION
 QE1717
 QE1717'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 QE1717'BALD PETER LOOKOUT HOUSE, MAINTAINED BY THE LINN COUNTY FIRE PATROL
 QE1717'ASSOCIATION, IS ABOUT 10.0 MILES NORTHEAST OF SWEET HOME, 17 MILES
 QE1717'EAST-SOUTHEAST OF LEBANON, ON THE SUMMIT OF A HIGH PEAK SHOWN ON
 QE1717'U.S. FOREST SERVICE MAPS AS GREEN PETER, 4,079 FEET.  THE
 QE1717'NORTHEAST CORNER OF THE LOOKOUT HOUSE IS 12.4 FEET SOUTH-SOUTHEAST
 QE1717'OF STATION BALD PETER (U.S.E.), AND THE NORTHWEST CORNER OF THE
 QE1717'LOOKOUT HOUSE IS 10.6 FEET SOUTH OF THE STATION.  THE CENTER OF
 QE1717'THE LOOKOUT HOUSE WAS INTERSECTED.
 QE1717
 QE1717                          STATION RECOVERY (1953)
 QE1717
 QE1717'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LGT)
 QE1717'THE STATION IS LOCATED ABOUT 17 MILES, AIR LINE, EAST-SOUTHEAST OF
 QE1717'LEBANON, 10 MILES, AIR LINE, NORTHEAST OF SWEET HOME, AND ON THE
 QE1717'SUMMIT OF A TIMBER COVERED PEAK LOCALLY KNOWN AS GREEN PETER.
 QE1717'
 QE1717'THE STATION IS THE CENTER OF THE TWO-STORY, SQUARE, WOODEN HOUSE
 QE1717'WHICH IS ABOUT 18 FEET HIGH.
 QE1717'
 QE1717'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION BALD
 QE1717'PETER (USE) 1940.  IT IS 4.804 METERS OR 15.76 FEET SOUTH-SOUTHEAST
 QE1717'OF BALD PETER (USE) 1940.
 QE1717
 QE1717                          STATION RECOVERY (1972)
 QE1717
 QE1717'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LDF)
 QE1717'STATION IS LOCATED ABOUT 14 MILES EAST-SOUTHEAST OF LEBANON, 10
 QE1717'MILES NORTHEAST OF SWEET HOME AND IS ON A PEAK WHICH IS LOCALLY
 QE1717'KNOWN AS GREEN PETER.
 QE1717'
 QE1717'TO REACH FROM THE NORTH END OF FOSTER DAM, WHICH IS JUST EAST OF
 QE1717'SWEET HOME, GO EAST ALONG THE NORTH SIDE OF THE RESERVOIR FOR 2.75
 QE1717'MILES TO A SIDE ROAD LEFT.  TURN LEFT ON A GRAVEL ROAD FOR 1.55
 QE1717'MILES TO A SIDE ROAD RIGHT.  CONTINUE STRAIGHT AHEAD FOR 0.55 MILE
 QE1717'TO A SIDE ROAD RIGHT.  TURN RIGHT FOR 0.45 MILE TO A FORK, THIS
 QE1717'IS JUST AFTER PASSING UNDER A POWERLINE.  TURN LEFT AND FOLLOW
 QE1717'MAIN ROAD FOR 0.3 MILE TO WHERE MAIN ROAD TURNS TO THE RIGHT.
 QE1717'CONTINUE STRAIGHT AHEAD FOR 0.25 MILE TO A FORK.  KEEP THE LEFT
 QE1717'FORK, UPHILL, FOR 0.1 MILE TO A FORK.  KEEP THE RIGHT FORK FOR 0.65
 QE1717'MILE TO A REVERSE Y-FORK.  KEEP RIGHT FOR 0.05 MILE TO A SIDE
 QE1717'ROAD ON THE RIGHT.  KEEP LEFT FOR 0.45 MILE TO A FORK.  KEEP
 QE1717'LEFT FOR 0.5 MILE TO A SIDE ROAD RIGHT.  KEEP LEFT AND CONTINUE
 QE1717'ON THE MAIN ROAD FOR 1.2 MILES TO THE END OF TRUCK TRAVEL.  PACK
 QE1717'UP TRAIL TO HIGHEST POINT AND THE STATION.  IN 1940 THIS
 QE1717'STATION WAS GREEN LOOKOUT HOUSE.
 QE1717'
 QE1717'THE POINT INTERSECTED WAS THE TOP AND CENTER OF THE LOOKOUT TOWER.
 QE1717'
 QE1717'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QE1717'10 MILES NORTHEAST OF SWEET HOME.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1719 ***********************************************************************
 QE1719  DESIGNATION -  BALD PETER PEAK LEFT NIPPLE
 QE1719  PID         -  QE1719
 QE1719  STATE/COUNTY-  OR/LINN
 QE1719  USGS QUAD   -  GREEN PETER (1984)
 QE1719
 QE1719                         *CURRENT SURVEY CONTROL
 QE1719  ___________________________________________________________________
 QE1719* NAD 83(1991)-  44 29 47.98886(N)    122 34 36.76512(W)     ADJUSTED  
 QE1719* NAVD 88     -              **(meters)            **(feet)            
 QE1719  ___________________________________________________________________
 QE1719  LAPLACE CORR-           3.81  (seconds)                    DEFLEC99
 QE1719  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 QE1719  HORZ ORDER  -  THIRD
 QE1719
 QE1719.The horizontal coordinates were established by classical geodetic methods
 QE1719.and adjusted by the National Geodetic Survey in October 1991.
 QE1719
 QE1719
 QE1719.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE1719
 QE1719.The geoid height was determined by GEOID03.
 QE1719
 QE1719;                    North         East     Units Scale Factor Converg.
 QE1719;SPC OR N     -    94,354.614 2,334,841.613   MT  0.99996287   -1 28 22.4
 QE1719;SPC OR N     -   309,562.38  7,660,241.51   iFT  0.99996287   -1 28 22.4
 QE1719;UTM  10      - 4,927,125.633   533,639.076   MT  0.99961392   +0 17 47.6
 QE1719
 QE1719                          SUPERSEDED SURVEY CONTROL
 QE1719
 QE1719  NAD 83(1986)-  44 29 48.00632(N)    122 34 36.78411(W) AD(       ) 4
 QE1719  NAD 27      -  44 29 48.54986(N)    122 34 32.52251(W) AD(       ) 3
 QE1719
 QE1719.Superseded values are not recommended for survey control.
 QE1719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1719.See file dsdata.txt to determine how the superseded data were derived.
 QE1719
 QE1719_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ3363927126(NAD 83)
 QE1719
 QE1719  HISTORY     - Date     Condition        Report By
 QE1719  HISTORY     - 1903     MONUMENTED       CGS
 QE1719  HISTORY     - 1946     SEE DESCRIPTION  CGS
 QE1719
 QE1719                          STATION DESCRIPTION
 QE1719
 QE1719'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (LAM)
 QE1719'LETTER OF L.A. MC ARTHUR, PORTLAND, OREGON DATED MARCH 26, 1946--
 QE1719'
 QE1719'THE PEAK WAS CUT IN, IN 1903 AS LEFT NIPPLE, APPARENTLY
 QE1719'BECAUSE AS SEEN FROM THE WEST, IT WAS THE LEFT OF TWO POINTS,
 QE1719'BALD PETER AND GREEN PETER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2225 ***********************************************************************
 RC2225  DESIGNATION -  BALD PETER RM 1
 RC2225  PID         -  RC2225
 RC2225  STATE/COUNTY-  OR/WASCO
 RC2225  USGS QUAD   -  WAPINITIA (1996)
 RC2225
 RC2225                         *CURRENT SURVEY CONTROL
 RC2225  ___________________________________________________________________
 RC2225* NAD 83(1991)-  45 03 34.89142(N)    121 22 05.51968(W)     ADJUSTED  
 RC2225* NAVD 88     -      1135.     (meters)    3724.     (feet)  SCALED    
 RC2225  ___________________________________________________________________
 RC2225  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 RC2225  GEOID HEIGHT-         -21.20  (meters)                     GEOID03
 RC2225  HORZ ORDER  -  SECOND
 RC2225
 RC2225.The horizontal coordinates were established by classical geodetic methods
 RC2225.and adjusted by the National Geodetic Survey in October 1991.
 RC2225
 RC2225.The orthometric height was scaled from a topographic map.
 RC2225
 RC2225.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2225
 RC2225.The geoid height was determined by GEOID03.
 RC2225
 RC2225;                    North         East     Units Scale Factor Converg.
 RC2225;SPC OR N     -   155,162.055 2,431,624.702   MT  0.99989639   -0 36 56.6
 RC2225;SPC OR N     -   509,061.86  7,977,771.33   iFT  0.99989639   -0 36 56.6
 RC2225;UTM  10      - 4,990,876.665   628,477.188   MT  0.99980296   +1 09 18.8
 RC2225
 RC2225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2225!SPC OR N     -   0.99982539  x   0.99989639  =   0.99972180
 RC2225!UTM  10      -   0.99982539  x   0.99980296  =   0.99962838
 RC2225
 RC2225                          SUPERSEDED SURVEY CONTROL
 RC2225
 RC2225  NAD 83(1986)-  45 03 34.90565(N)    121 22 05.52118(W) AD(       ) 2
 RC2225  NAD 27      -  45 03 35.49100(N)    121 22 01.28800(W) AD(       ) 2
 RC2225
 RC2225.Superseded values are not recommended for survey control.
 RC2225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2225.See file dsdata.txt to determine how the superseded data were derived.
 RC2225
 RC2225_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ2847790877(NAD 83)
 RC2225
 RC2225  HISTORY     - Date     Condition        Report By
 RC2225  HISTORY     - 1931     MONUMENTED       USGS
 RC2225
 RC2225                          STATION DESCRIPTION
 RC2225
 RC2225'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 RC2225'SEE STATION BALD PETER
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2435 ***********************************************************************
 QE2435  DESIGNATION -  BALD PRIME
 QE2435  PID         -  QE2435
 QE2435  STATE/COUNTY-  OR/LINCOLN
 QE2435  USGS QUAD   -  DEPOE BAY (1984)
 QE2435
 QE2435                         *CURRENT SURVEY CONTROL
 QE2435  ___________________________________________________________________
 QE2435* NAD 83(1991)-  44 49 38.73027(N)    124 03 53.84376(W)     ADJUSTED  
 QE2435* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 QE2435  ___________________________________________________________________
 QE2435  LAPLACE CORR-          21.45  (seconds)                    DEFLEC99
 QE2435  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 QE2435  HORZ ORDER  -  THIRD
 QE2435
 QE2435.The horizontal coordinates were established by classical geodetic methods
 QE2435.and adjusted by the National Geodetic Survey in October 1991.
 QE2435
 QE2435.The orthometric height was scaled from a topographic map.
 QE2435
 QE2435.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2435
 QE2435.The geoid height was determined by GEOID03.
 QE2435
 QE2435;                    North         East     Units Scale Factor Converg.
 QE2435;SPC OR N     -   135,203.764 2,218,188.171   MT  0.99991223   -2 31 41.6
 QE2435;SPC OR N     -   443,581.90  7,277,520.25   iFT  0.99991223   -2 31 41.6
 QE2435;UTM  10      - 4,964,331.399   415,813.514   MT  0.99968715   -0 45 02.9
 QE2435
 QE2435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2435!SPC OR N     -   1.00000231  x   0.99991223  =   0.99991454
 QE2435!UTM  10      -   1.00000231  x   0.99968715  =   0.99968946
 QE2435
 QE2435:                Primary Azimuth Mark                     Grid Az
 QE2435:SPC OR N     -  MUD                                      029 54 53.4
 QE2435:UTM  10      -  MUD                                      028 08 14.7
 QE2435
 QE2435|---------------------------------------------------------------------|
 QE2435| PID    Reference Object                     Distance      Geod. Az  |
 QE2435|                                                           dddmmss.s |
 QE2435| QE1157 MUD                                 APPROX. 2.3 KM 0272311.8 |
 QE2435| QE1161 BALD                                326.830 METERS 35045     |
 QE2435|---------------------------------------------------------------------|
 QE2435
 QE2435                          SUPERSEDED SURVEY CONTROL
 QE2435
 QE2435  NAD 83(1986)-  44 49 38.75233(N)    124 03 53.89285(W) AD(       ) 3
 QE2435  NAD 83(1986)-  44 49 38.90983(N)    124 03 53.86501(W) AD(       ) 3
 QE2435  NAD 27      -  44 49 39.47100(N)    124 03 49.46200(W) AD(       ) 3
 QE2435
 QE2435.Superseded values are not recommended for survey control.
 QE2435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2435.See file dsdata.txt to determine how the superseded data were derived.
 QE2435
 QE2435_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ1581464331(NAD 83)
 QE2435
 QE2435  HISTORY     - Date     Condition        Report By
 QE2435  HISTORY     - 1927     MONUMENTED       CGS
 QE2435  HISTORY     - 1934     SEE DESCRIPTION  CGS
 QE2435
 QE2435                          STATION DESCRIPTION
 QE2435
 QE2435'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (GLB)
 QE2435'TEMPORARY STATION.  UNMARKED.
 QE2435
 QE2435                          STATION RECOVERY (1934)
 QE2435
 QE2435'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (LAM)
 QE2435'THIS TEMPORARY UNMARKED STATION WAS ABOUT 100 FEET A LITTLE E OF
 QE2435'S FROM STATION BALD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0898 ***********************************************************************
 OA0898  DESIGNATION -  BALD RESET
 OA0898  PID         -  OA0898
 OA0898  STATE/COUNTY-  OR/CURRY
 OA0898  USGS QUAD   -  FATHER MOUNTAIN (1996)
 OA0898
 OA0898                         *CURRENT SURVEY CONTROL
 OA0898  ___________________________________________________________________
 OA0898* NAD 83(1991)-  42 40 14.60543(N)    124 21 39.88431(W)     ADJUSTED  
 OA0898* NAVD 88     -       907.8    (meters)    2978.     (feet)  VERTCON   
 OA0898  ___________________________________________________________________
 OA0898  LAPLACE CORR-          15.66  (seconds)                    DEFLEC99
 OA0898  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 OA0898  HORZ ORDER  -  SECOND
 OA0898
 OA0898.The horizontal coordinates were established by classical geodetic methods
 OA0898.and adjusted by the National Geodetic Survey in October 1991.
 OA0898
 OA0898.The NAVD 88 height was computed by applying the VERTCON shift value to
 OA0898.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OA0898
 OA0898.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA0898
 OA0898.The geoid height was determined by GEOID03.
 OA0898
 OA0898;                    North         East     Units Scale Factor Converg.
 OA0898;SPC OR S     -   118,828.083 1,183,621.529   MT  0.99993212   -2 38 29.6
 OA0898;SPC OR S     -   389,855.92  3,883,272.73   iFT  0.99993212   -2 38 29.6
 OA0898;UTM  10      - 4,725,148.247   388,469.269   MT  0.99975304   -0 55 21.4
 OA0898
 OA0898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA0898!SPC OR S     -   0.99986180  x   0.99993212  =   0.99979393
 OA0898!UTM  10      -   0.99986180  x   0.99975304  =   0.99961488
 OA0898
 OA0898:                Primary Azimuth Mark                     Grid Az
 OA0898:SPC OR S     -  EDSON BUTTE LOT GUARD DWELLING           008 12 43.1
 OA0898:UTM  10      -  EDSON BUTTE LOT GUARD DWELLING           006 29 34.9
 OA0898
 OA0898|---------------------------------------------------------------------|
 OA0898| PID    Reference Object                     Distance      Geod. Az  |
 OA0898|                                                           dddmmss.s |
 OA0898| OA0917 EDSON BUTTE LOT GUARD DWELLING      APPROX.22.5 KM 0053413.5 |
 OA0898| OA0895 ROCKY PEAK LOOKOUT TOWER            APPROX. 1.6 KM 1362928.8 |
 OA0898| CD8997 BALD RM 1                            38.800 METERS 14743     |
 OA0898| OA0900 CEDAR POINT LONE PINE               APPROX.13.1 KM 1782851.7 |
 OA0898| OA1021 GRIZZLY MOUNTAIN LOOKOUT TOWER      APPROX.30.4 KM 1803926.8 |
 OA0898| OA1046 NEEDLE ROCK                         APPROX.26.7 KM 2021117.7 |
 OA0898| OA0906 LOOKOUT ROCK HIGHEST POINT          APPROX. 5.8 KM 2180404.8 |
 OA0898| CD8998 BALD RM 2                            11.005 METERS 22356     |
 OA0898| OA0907 ISLAND ROCK HIGHEST POINT ROCK      APPROX. 9.5 KM 2671928.0 |
 OA0898|---------------------------------------------------------------------|
 OA0898
 OA0898                          SUPERSEDED SURVEY CONTROL
 OA0898
 OA0898  NAD 83(1986)-  42 40 14.58310(N)    124 21 39.91430(W) AD(       ) 2
 OA0898  NAD 27      -  42 40 15.19100(N)    124 21 35.54400(W) AD(       ) 2
 OA0898  NGVD 29 (07/19/86)  906.7    (m)         2975.     (f) VERT ANG    3  
 OA0898
 OA0898.Superseded values are not recommended for survey control.
 OA0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0898.See file dsdata.txt to determine how the superseded data were derived.
 OA0898
 OA0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN8846925148(NAD 83)
 OA0898
 OA0898  HISTORY     - Date     Condition        Report By
 OA0898  HISTORY     - 1924     MONUMENTED       CGS
 OA0898  HISTORY     - 1924     SEE DESCRIPTION  CGS
 OA0898  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OA0898  HISTORY     - 1973     SEE DESCRIPTION  NGS
 OA0898
 OA0898                          STATION DESCRIPTION
 OA0898
 OA0898'DESCRIBED BY COAST AND GEODETIC SURVEY 1924
 OA0898'STATION IS ON THE HIGHEST PART OF BALD MOUNTAIN, ABOUT 4 MILES
 OA0898'FROM THE OREGON COAST HIGHWAY BY WAY OF FROMN RANCH TRAIL AND 1
 OA0898'MILE NW OF ROCKY PEAK.
 OA0898'
 OA0898'STATION IS MARKED AT THE SURFACE BY A BRONZE DISK SET IN A
 OA0898'DEPRESSION IN A BOULDER, AND BELOW THIS BY AN IRON BOLT CEMENTED IN
 OA0898'A DRILL HOLE IN ROCK.
 OA0898'
 OA0898'A REFERENCE MARK CONSISTING OF A BRONZE TABLET SET IN A DEPRESSION
 OA0898'IN A BOULDER, IS 38.84 METERS (127.4 FEET) FROM THE STATION IN
 OA0898'AZIMUTH 332 DEG 43 MIN.
 OA0898
 OA0898                          STATION RECOVERY (1942)
 OA0898
 OA0898'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (JCS)
 OA0898'STATION MARK AND REFERENCE MARK RECOVERED.  A NEW REFERENCE MARK WAS
 OA0898'ESTABLISHED (NO.2).  STATION IS LOCATED BY AIRLINE DISTANCES ABOUT
 OA0898'8 MILES SE OF PORT ORFORD, 7-1/2 MILES N OF OPHIR, AND 1 MILE NW
 OA0898'OF U.S. FOREST SERVICE LOOKOUT, ROCKY PEAK.
 OA0898'
 OA0898'STATION MARK IS A BRONZE STATION DISK, STAMPED BALD 1907 1924,
 OA0898'CEMENTED IN A DRILL HOLE IN A DEPRESSION IN A BOULDER.  FIR TREES
 OA0898'OBSTRUCT THE VISIBILITY TO THE N.
 OA0898'
 OA0898'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK, STAMPED BALD NO 1
 OA0898'1924, CEMENTED IN OUTCROPPING ROCK.  IT IS ABOUT 8 FEET LOWER
 OA0898'THAN THE STATION.
 OA0898'
 OA0898'REFERENCE MARK 2 IS ABOUT 4 FEET LOWER THAN THE STATION.  IT IS
 OA0898'A BRONZE REFERENCE DISK, STAMPED BALD NO 2 1942, CEMENTED IN A
 OA0898'DRILL HOLE IN OUTCROPPING ROCK.
 OA0898'
 OA0898'NO AZIMUTH MARK WAS ESTABLISHED.  STATION ROCKY MAY BE USED.  IT
 OA0898'IS 107.0 FEET SSE OF THE LOOKOUT HOUSE.  ROCKY PEAK LOOKOUT MAY
 OA0898'ALSO BE USED.
 OA0898'
 OA0898'TO REACH FROM OPHIR, GO N ON U.S. HIGHWAY 101 FOR 4.5 MILES TO
 OA0898'MYRTLE CREEK BRIDGE.  CONTINUE N ON HIGHWAY 1.9 MILES TO A DIRT
 OA0898'ROAD RIGHT NEAR THE TOP OF THE GRADE.  TURN SHARP RIGHT (E) ON
 OA0898'THIS DIRT ROAD, PASS THROUGH A GATE AND FOLLOW THE ROAD 0.7
 OA0898'MILE.  TAKE LEFT FORK 0.05 MILE, PASS THROUGH A GATE AND CONTINUE
 OA0898'E 0.2 MILE TO A FORKS, WHERE LEFT FORK LEADS TO RANCH BUILDINGS
 OA0898'1/4 MILE AWAY.  TAKE RIGHT FORK, PASSING TO LEFT OF ANOTHER
 OA0898'RANCH HOUSE, 1.7 MILES TO A SMALL MEADOW, 0.2 MILE BEFORE
 OA0898'REACHING A RANCH HOUSE AND END OF ROAD.  SIGN HERE INDICATES
 OA0898'TRAIL LEADING RIGHT TO ROCKY PEAK LOOKOUT.  LEAVE TRUCK AND
 OA0898'FOLLOW THIS TRAIL TO A FORK ABOUT 150 YARDS BEFORE REACHING
 OA0898'THE LOOKOUT.  (THIS IS A 1-1/2-HOUR PACK.) TAKE RIGHT FORK (NW)
 OA0898'PASSING MILE MARKER 7, AND FOLLOW OLD TRAIL ALONG RIDGE TO
 OA0898'AN OPEN HILLSIDE JUST AFTER PASSING THE 6 MILE SIGN.  LEAVE
 OA0898'TRAIL HERE AND CLIMB OPEN SLOPE, THENCE ALONG RIDGE 150 YARDS
 OA0898'TO HIGHEST POINT AND STATION.  (ONE HOUR FROM FORK.)
 OA0898
 OA0898                          STATION RECOVERY (1973)
 OA0898
 OA0898'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 OA0898'PREVIOUS DESCRIPTION FOUND ON PAGE 5 OF BOOK NO. 816.
 OA0898'
 OA0898'THE STATION MARK, AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 OA0898'CONDITION.  THE DISTANCE TO REFERENCE MARK NO. 1 WAS NOT
 OA0898'VERIFIED.  THE DISTANCE TO REFERENCE MARK NO. 1, SHOWN ABOVE
 OA0898'WAS TAKEN FROM THE 1942 OBSERVATIONS.  LANDMARKS HAVE CHANGED.  A
 OA0898'NEW AND COMPLETE DESCRIPTION FOLLOWS.
 OA0898'
 OA0898'THE STATION IS ON GOVERNMENT OWNED LAND IN THE SOUTHEAST 1/4
 OA0898'SECTION 33, T 33S, R 14W.
 OA0898'
 OA0898'TO REACH THE STATION FROM THE CROSS STREET JUST EAST OF THE PORT
 OA0898'ORFORD POST OFFICE, GO SOUTH ON JACKSON STREET FOR 0.05 MILE
 OA0898'TO U.S. HIGHWAY 101, TURN LEFT, AND GO SOUTHEAST ON U.S. HIGHWAY
 OA0898'101 FOR 5.7 MILES TO MILEPOST 307, AND A SIDE ROAD LEFT TO
 OA0898'HUMBUG MOUNTAIN STATE PARK, TURN LEFT, AND GO NORTHEAST ON
 OA0898'MACADAM ROAD FOR 0.1 MILE TO A GRAVELED ROAD RIGHT, TURN RIGHT,
 OA0898'AND CONTINUE NORTHEAST ON GRAVELED ROAD FOR 2.1 MILES TO THE
 OA0898'JUNCTION OF FOREST SERVICE ROADS 3327, AND 3327A AT A FORK,
 OA0898'AND SIGN, BALD MTN. 6, TAKE RIGHT FORK SOUTHEAST AS PER SIGN
 OA0898'FOR 1.8 MILES TO A FORK, TAKE THE LEFT FORK, SOUTHEAST, FOR 1.2
 OA0898'MILES TO A FORK, TAKE THE LEFT FORK, MAIN TRAVELED ROAD, AND
 OA0898'CONTINUE SOUTHEAST FOR 1.1 MILES TO A LESS TRAVELED ROAD ON
 OA0898'THE RIGHT, TURN RIGHT, UPHILL, AND INTO THE WOODS IN A
 OA0898'SOUTH, AND EAST DIRECTION FOR 1.2 MILES TO THE END OF THE
 OA0898'ROAD, AND THE STATION.
 OA0898'
 OA0898'THE STATION MARK, STAMPED BALD 1907 1924, IS A STANDARD DISK
 OA0898'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 1 INCH, 19
 OA0898'FEET EAST OF THE CENTER OF THE ROAD, 18 FEET SOUTHWEST OF A SHACK
 OA0898'HOUSING RADIO EQUIPMENT, 6 FEET WEST OF AN ANTENNA POLE, AND 2
 OA0898'FEET SOUTH OF A METAL WITNESS POST.
 OA0898'
 OA0898'REFERENCE MARK NO. 1, STAMPED BALD NO 1 1924, IS A STANDARD DISK
 OA0898'CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS 4 INCHES, 100
 OA0898'FEET NORTHWEST OF A SWITCHBACK IN THE ROAD, 10 FEET SOUTHWEST
 OA0898'OF THE CENTER OF THE ROAD, 10 FEET LOWER THAN THE STATION, AND 2
 OA0898'FEET HIGHER THAN THE ROAD.  (NOTE 12A)
 OA0898'
 OA0898'REFERENCE MARK NO. 2, STAMPED BALD NO 2 1942, IS A STANDARD DISK
 OA0898'CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS 1 FOOT BELOW THE
 OA0898'SURFACE OF THE ROAD, 11 FEET SOUTHWEST OF THE CENTER OF THE
 OA0898'ROAD, AND 4 FEET LOWER THAN THE STATION.  (NOTE 12A)
 OA0898'
 OA0898'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OA0898'8 MILES SOUTHEAST OF PORT ORFORD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1162 ***********************************************************************
 QE1162  DESIGNATION -  BALD RM 1
 QE1162  PID         -  QE1162
 QE1162  STATE/COUNTY-  OR/LINCOLN
 QE1162  USGS QUAD   -  DEPOE BAY (1984)
 QE1162
 QE1162                         *CURRENT SURVEY CONTROL
 QE1162  ___________________________________________________________________
 QE1162* NAD 83(1986)-  44 49 44.     (N)    124 03 50.     (W)     SCALED    
 QE1162* NAVD 88     -        15.252  (meters)      50.04   (feet)  ADJUSTED  
 QE1162  ___________________________________________________________________
 QE1162  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 QE1162  DYNAMIC HT  -          15.252 (meters)      50.04  (feet)  COMP
 QE1162  MODELED GRAV-     980,619.7   (mgal)                       NAVD 88
 QE1162
 QE1162  VERT ORDER  -  FIRST     CLASS II
 QE1162
 QE1162.The horizontal coordinates were scaled from a topographic map and have
 QE1162.an estimated accuracy of +/- 6 seconds.
 QE1162
 QE1162.The orthometric height was determined by differential leveling
 QE1162.and adjusted in June 1991.
 QE1162
 QE1162.The geoid height was determined by GEOID03.
 QE1162
 QE1162.The dynamic height is computed by dividing the NAVD 88
 QE1162.geopotential number by the normal gravity value computed on the
 QE1162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1162.degrees latitude (g = 980.6199 gals.).
 QE1162
 QE1162.The modeled gravity was interpolated from observed gravity values.
 QE1162
 QE1162;                    North         East    Units  Estimated Accuracy
 QE1162;SPC OR N     -   135,360.    2,218,280.      MT  (+/- 180 meters Scaled)
 QE1162
 QE1162                          SUPERSEDED SURVEY CONTROL
 QE1162
 QE1162  NGVD 29 (??/??/92)   14.250  (m)           46.75   (f) ADJ UNCH    1 2
 QE1162
 QE1162.Superseded values are not recommended for survey control.
 QE1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1162.See file dsdata.txt to determine how the superseded data were derived.
 QE1162
 QE1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ159644(NAD 83)
 QE1162_MARKER: DR = REFERENCE MARK DISK
 QE1162_SETTING: 66 = SET IN ROCK OUTCROP
 QE1162_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 QE1162_STAMPING: BALD NO 1 1927
 QE1162_MARK LOGO: CGS   
 QE1162_MAGNETIC: N = NO MAGNETIC MATERIAL
 QE1162_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QE1162+STABILITY: POSITION/ELEVATION WELL
 QE1162_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QE1162+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2006
 QE1162
 QE1162  HISTORY     - Date     Condition        Report By
 QE1162  HISTORY     - 1927     MONUMENTED       CGS
 QE1162  HISTORY     - 1972     GOOD             NGS
 QE1162  HISTORY     - 1987     GOOD             NGS
 QE1162  HISTORY     - 1989     GOOD             USPSQD
 QE1162  HISTORY     - 1989     GOOD             USPSQD
 QE1162  HISTORY     - 19900513 GOOD             NGS
 QE1162  HISTORY     - 19910711 GOOD             NGS
 QE1162  HISTORY     - 19920428 GOOD             NGS
 QE1162  HISTORY     - 20060709 GOOD             USPSQD
 QE1162
 QE1162                          STATION DESCRIPTION
 QE1162
 QE1162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QE1162'1 MI N FROM DEPOE BAY.
 QE1162'REACHED FROM THE DEPOE BAY POST OFFICE GO NORTH ON U.S. HIGHWAY 101
 QE1162'FOR 1.0 MILE TO THE ENTRANCE TO DEPOE BAY STATE PARK, TURN LEFT, AND
 QE1162'GO NORTH ON THE CIRCULAR DRIVE FOR 0.3 MILE TO THE END OF TRUCK
 QE1162'TRAVEL.  HIKE NORTHWEST FOR 150 METERS TO THE BENCH MARK, 57.8 FEET
 QE1162'SOUTH-SOUTHWEST OF TRIANGULATION STATION BALD 1927, 40 FEET EAST OF
 QE1162'THE EDGE OF THE LEDGE, 31.5 FEET SOUTHWEST OF THE NORTHWEST CORNER OF
 QE1162'THE FENCE AROUND THE PARK, AND 23 FEET WEST OF THE FENCE CEMENTED IN A
 QE1162'DRILL HOLE IN BEDROCK.
 QE1162
 QE1162                          STATION RECOVERY (1987)
 QE1162
 QE1162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE1162'THE MARK IS 0.9 M BELOW STATION BALD.
 QE1162'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  18.5 KM
 QE1162'(11.50 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE DELAKE SCHOOL
 QE1162'IN LINCOLN CITY, THENCE 0.3 KM (0.20 MI) NORTHWEST ALONG A PAVED ROAD
 QE1162'AND TRAIL LEADING TO GOVERNMENT POINT, IN THE CENTER OF A 4 BY 8 FOOT
 QE1162'EXPOSED AREA OF BEDROCK, 17.8 M (58.4 FT) WEST OF THE CENTER OF THE
 QE1162'TRAIL, 17.6 M (57.7 FT) SOUTH-SOUTHWEST OF TRIANGULATION STATION
 QE1162'BALD, AND 7.0 M (23.0 FT) WEST OF A FENCE.  NOTE--THE STAMPING IS
 QE1162'VERY FAINT.
 QE1162
 QE1162                          STATION RECOVERY (1989)
 QE1162
 QE1162'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 QE1162'RECOVERED IN GOOD CONDITION.
 QE1162
 QE1162                          STATION RECOVERY (1989)
 QE1162
 QE1162'RECOVERY NOTE BY US POWER SQUADRON 1989 (RCC)
 QE1162'RECOVERED IN GOOD CONDITION.
 QE1162
 QE1162                          STATION RECOVERY (1990)
 QE1162
 QE1162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 QE1162'MARK IS LOCATED ABOUT 10 KM (6.2 MI) SOUTH OF LINCOLN CITY, 1.3 KM
 QE1162'(0.8 MI) NORTH OF DEPOE BAY, AT THE BOILER BAY WAYSIDE, OUTSIDE A
 QE1162'PERIMETER FENCE, ON A POINT OF LAND PROJECTING INTO THE SEA.
 QE1162'OWNERSHIP--STATE DEPARTMENT OF PARKS AND RECREATION.
 QE1162'TO REACH FROM THE HIGHWAY BRIDGE OVER DEPOE BAY AT DEPOE BAY, GO NORTH
 QE1162'ON US HIGHWAY 101 FOR 0.93 KM (0.58 MI) TO THE POST OFFICE ON THE
 QE1162'RIGHT. CONTINUE AHEAD FOR 0.98 KM (0.61 MI) TO THE SOUTH ENTRANCE OF
 QE1162'THE BOILER BAY WAYSIDE.  BEAR LEFT ON ROAD FOR 0.37 KM (0.23 MI) TO
 QE1162'THE PARKING LOT AND A GRASSY AREA ON THE LEFT.  WALK NORTHWEST INSIDE
 QE1162'THE PERIMETER FENCE FOR ABOUT 90 M (295.3 FT) TO END OF FENCE AND THE
 QE1162'MARK ON THE LEFT.
 QE1162'MARK IS SET IN A DRILL HOLE IN A DEPRESSION IN A LARGE BEDROCK ALONG
 QE1162'THE SOUTHWEST SIDE OF THE POINT.  IT IS 9.9 M (32.5 FT) SOUTHWEST OF
 QE1162'THE WEST FENCE CORNER, AND 7.8 M (25.6 FT) WEST-SOUTHWEST OF THE
 QE1162'FENCE.
 QE1162'NOTE--THIS AREA CAN HAVE VERY HIGH WINDS AND MARK IS IN THE OPEN.
 QE1162'SANDBAGS AND GUY ROPES ARE RECOMMENDED.
 QE1162'DESCRIBED BY G.R.HEID.
 QE1162
 QE1162                          STATION RECOVERY (1991)
 QE1162
 QE1162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 QE1162'THE STATION IS LOCATED ABOUT 10 KM (6.20 MI) SOUTH OF LINCOLN CITY,
 QE1162'1.3 KM (0.80 MI) (0.8 MI NORTH OF DEPOE BAY AND AT BOILER BAY
 QE1162'WAYSIDE.
 QE1162'THE STATION IS ON PROPERTY OF OREGON STATE DEPT. OF PARKS AND
 QE1162'RECREATION.
 QE1162'TO REACH FROM THE POST OFFICE IN DEPOE BAY GO NORTH ON US 101 FOR 0.98
 QE1162'KM (0.60 MI) TO THE SOUTH ENTRANCE OF THE BOILER BAY WAYSIDE. BEAR
 QE1162'LEFT ON ROAD FOR 0.37 KM (0.20 MI) TO THE PARKING AREA ON THE LEFT.
 QE1162'PACK NORTHWEST INSIDE PERIMETER FENCE FOR ABOUT 90 METERS (295.3 FT)
 QE1162'TO END OF FENCE AND THE STATION ON THE OUTSIDE OF THE FENCE.
 QE1162'THE STATION IS SET INTO DRILL HOLE IN BEDROCK, 17.630 METERS
 QE1162'(57.841 FT) SE OF GPS STATION BALD 2.
 QE1162
 QE1162                          STATION RECOVERY (1992)
 QE1162
 QE1162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 QE1162'THE STATION IS LOCATED ABOUT 10 KM (6.20 MI)  SOUTH OF LINCOLN CITY,
 QE1162'1.3 KM (0.80 MI) (0.8 MI NORTH OF DEPOE BAY AND AT BOILER BAY
 QE1162'WAYSIDE.
 QE1162'THE STATION IS ON PROPERTY OF OREGON STATE DEPT. OF PARKS AND
 QE1162'RECREATION.
 QE1162'TO REACH FROM THE POST OFFICE IN DEPOE BAY GO NORTH ON US 101 FOR 0.98
 QE1162'KM (0.60 MI)  TO THE SOUTH ENTRANCE OF THE BOILER BAY WAYSIDE. BEAR
 QE1162'LEFT ON ROAD FOR 0.37 KM (0.20 MI)  TO THE PARKING AREA ON THE LEFT.
 QE1162'PACK NORTHWEST INSIDE PERIMETER FENCE FOR ABOUT 90 METERS (295.3 FT)
 QE1162'TO END OF FENCE AND THE STATION ON THE OUTSIDE OF THE FENCE.
 QE1162'THE STATION IS SET INTO DRILL HOLE IN BEDROCK, 17.630 METERS
 QE1162'(57.841 FT)  SE OF GPS STATION BALD 2.
 QE1162
 QE1162                          STATION RECOVERY (2006)
 QE1162
 QE1162'RECOVERY NOTE BY US POWER SQUADRON 2006 (DLM)
 QE1162'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1163 ***********************************************************************
 QE1163  DESIGNATION -  BALD RM 2
 QE1163  PID         -  QE1163
 QE1163  STATE/COUNTY-  OR/LINCOLN
 QE1163  USGS QUAD   -  DEPOE BAY (1984)
 QE1163
 QE1163                         *CURRENT SURVEY CONTROL
 QE1163  ___________________________________________________________________
 QE1163* NAD 83(1986)-  44 49 47.     (N)    124 03 55.     (W)     SCALED    
 QE1163* NAVD 88     -        14.806  (meters)      48.58   (feet)  ADJUSTED  
 QE1163  ___________________________________________________________________
 QE1163  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 QE1163  DYNAMIC HT  -          14.806 (meters)      48.58  (feet)  COMP
 QE1163  MODELED GRAV-     980,619.5   (mgal)                       NAVD 88
 QE1163
 QE1163  VERT ORDER  -  FIRST     CLASS II
 QE1163
 QE1163.The horizontal coordinates were scaled from a topographic map and have
 QE1163.an estimated accuracy of +/- 6 seconds.
 QE1163
 QE1163.The orthometric height was determined by differential leveling
 QE1163.and adjusted in June 1991.
 QE1163
 QE1163.The geoid height was determined by GEOID03.
 QE1163
 QE1163.The dynamic height is computed by dividing the NAVD 88
 QE1163.geopotential number by the normal gravity value computed on the
 QE1163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1163.degrees latitude (g = 980.6199 gals.).
 QE1163
 QE1163.The modeled gravity was interpolated from observed gravity values.
 QE1163
 QE1163;                    North         East    Units  Estimated Accuracy
 QE1163;SPC OR N     -   135,460.    2,218,170.      MT  (+/- 180 meters Scaled)
 QE1163
 QE1163                          SUPERSEDED SURVEY CONTROL
 QE1163
 QE1163  NGVD 29 (??/??/92)   13.803  (m)           45.29   (f) ADJ UNCH    1 2
 QE1163
 QE1163.Superseded values are not recommended for survey control.
 QE1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1163.See file dsdata.txt to determine how the superseded data were derived.
 QE1163
 QE1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ157645(NAD 83)
 QE1163_MARKER: DR = REFERENCE MARK DISK
 QE1163_SETTING: 66 = SET IN ROCK OUTCROP
 QE1163_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 QE1163_STAMPING: BALD NO 2 1927
 QE1163_MARK LOGO: CGS   
 QE1163_MAGNETIC: N = NO MAGNETIC MATERIAL
 QE1163_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QE1163+STABILITY: POSITION/ELEVATION WELL
 QE1163_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QE1163+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2006
 QE1163
 QE1163  HISTORY     - Date     Condition        Report By
 QE1163  HISTORY     - 1927     MONUMENTED       CGS
 QE1163  HISTORY     - 1972     GOOD             NGS
 QE1163  HISTORY     - 1987     GOOD             NGS
 QE1163  HISTORY     - 1989     GOOD             USPSQD
 QE1163  HISTORY     - 1989     GOOD             USPSQD
 QE1163  HISTORY     - 19900513 GOOD             NGS
 QE1163  HISTORY     - 19910711 GOOD             NGS
 QE1163  HISTORY     - 19920428 GOOD             NGS
 QE1163  HISTORY     - 20050503 GOOD             USPSQD
 QE1163  HISTORY     - 20060709 GOOD             USPSQD
 QE1163
 QE1163                          STATION DESCRIPTION
 QE1163
 QE1163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QE1163'1 MI N FROM DEPOE BAY.
 QE1163'REACHED FROM THE DEPOE BAY POST OFFICE GO NORTH ON U.S. HIGHWAY 101
 QE1163'FOR 1.0 MILE TO THE ENTRANCE TO DEPOE BAY STATE PARK, TURN LEFT, AND
 QE1163'GO NORTH ON THE CIRCULAR DRIVE FOR 0.3 MILE TO THE END OF TRUCK
 QE1163'TRAVEL.  HIKE NORTH 175 METERS TO THE BENCH MARK, 78.2 FEET
 QE1163'WEST-NORTHWEST OF TRIANGULATION STATION BALD 1927, 78 FEET
 QE1163'WEST-NORTHWEST OF THE NORTHEAST CORNER OF THE FENCE AROUND THE PARK,
 QE1163'63 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE FENCE, AND 6
 QE1163'FEET SOUTHEAST OF THE EDGE OF THE LEDGE.
 QE1163
 QE1163                          STATION RECOVERY (1987)
 QE1163
 QE1163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE1163'THE MARK IS 0.9 M BELOW STATION BALD.
 QE1163'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  18.5 KM
 QE1163'(11.50 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE DELAKE SCHOOL
 QE1163'IN LINCOLN CITY, THENCE 0.3 KM (0.20 MI) NORTHWEST ALONG A PAVED ROAD
 QE1163'AND TRAIL LEADING TO GOVERNMENT POINT, IN THE CENTER OF A 3 BY 4 FOOT
 QE1163'EXPOSED AREA OF BEDROCK, 24.1 M (79.1 FT) WEST OF THE CENTER OF THE
 QE1163'TRAIL, 23.8 M (78.1 FT) WEST-NORTHWEST OF TRIANGULATION STATION BALD,
 QE1163'AND 20.5 M (67.3 FT) SOUTHWEST OF A FENCE.  NOTE--THE STAMPING IS
 QE1163'VERY FAINT.
 QE1163
 QE1163                          STATION RECOVERY (1989)
 QE1163
 QE1163'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 QE1163'RECOVERED IN GOOD CONDITION.
 QE1163
 QE1163                          STATION RECOVERY (1989)
 QE1163
 QE1163'RECOVERY NOTE BY US POWER SQUADRON 1989 (RCC)
 QE1163'RECOVERED IN GOOD CONDITION.
 QE1163
 QE1163                          STATION RECOVERY (1990)
 QE1163
 QE1163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 QE1163'MARK IS LOCATED ABOUT 10 KM (6.2 MI) SOUTH OF LINCOLN CITY, 1.3 KM
 QE1163'(0.8 MI) NORTH OF DEPOE BAY, AT THE BOILER BAY WAYSIDE, OUTSIDE A
 QE1163'PERIMETER FENCE, ON A POINT OF LAND PROJECTING INTO THE SEA.
 QE1163'OWNERSHIP--STATE DEPARTMENT OF PARKS AND RECREATION.
 QE1163'TO REACH FROM THE HIGHWAY BRIDGE OVER DEPOE BAY AT DEPOE BAY, GO NORTH
 QE1163'ON US HIGHWAY 101 FOR 0.93 KM (0.58 MI) TO THE POST OFFICE ON THE
 QE1163'RIGHT.  CONTINUE AHEAD FOR 0.98 KM (0.61 MI) TO THE SOUTH ENTRANCE OF
 QE1163'THE BOILER BAY WAYSIDE.  BEAR LEFT ON ROAD FOR 0.37 KM (0.23 MI) TO
 QE1163'THE PARKING LOT AND A GRASSY AREA ON THE LEFT.  WALK NORTHWEST INSIDE
 QE1163'THE PERIMETER FENCE FOR ABOUT 90 M (295.3 FT) TO END OF FENCE AND THE
 QE1163'MARK STRAIGHT AHEAD.
 QE1163'MARK IS SET IN A DRILL HOLE IN A LARGE BEDROCK NEAR THE END OF THE
 QE1163'POINT.  IT IS 2.3 M (7.5 FT) SOUTHEAST OF THE CLIFF EDGE, 0.6 M
 QE1163'(2.0 FT) NORTHWEST OF AN EYEBOLT IN THE ROCK, 21.6 M (70.9 FT) WEST
 QE1163'OF THE NORTH CORNER OF THE FENCE, AND 19.6 M (64.3 FT) WEST-NORTHWEST
 QE1163'OF THE WEST CORNER.
 QE1163'NOTE--THIS AREA CAN HAVE VERY HIGH WINDS AND MARK IS IN THE OPEN.
 QE1163'SANDBAGS AND GUY ROPES ARE RECOMMENDED.
 QE1163'DESCRIBED BY G.R.HEID.
 QE1163
 QE1163                          STATION RECOVERY (1991)
 QE1163
 QE1163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 QE1163'THE STATION IS LOCATED ABOUT 10 KM (6.20 MI) SOUTH OF LINCOLN CITY,
 QE1163'1.3 KM (0.80 MI) (0.8 MI NORTH OF DEPOE BAY AND AT BOILER BAY
 QE1163'WAYSIDE.
 QE1163'THE STATION IS ON PROPERTY OF OREGON STATE DEPT. OF PARKS AND
 QE1163'RECREATION.
 QE1163'TO REACH FROM THE POST OFFICE IN DEPOE BAY GO NORTH ON US 101 FOR 0.98
 QE1163'KM (0.60 MI) TO THE SOUTH ENTRANCE OF THE BOILER BAY WAYSIDE. BEAR
 QE1163'LEFT ON ROAD FOR 0.37 KM (0.20 MI) TO THE PARKING AREA ON THE LEFT.
 QE1163'PACK NORTHWEST INSIDE PERIMETER FENCE FOR ABOUT 90 METERS (295.3 FT)
 QE1163'TO END OF FENCE AND THE STATION ON THE OUTSIDE OF THE FENCE.
 QE1163'THE STATION IS SET INTO DRILL HOLE IN BEDROCK, 23.823 METERS
 QE1163'(78.159 FT) WNW OF STATION BALD 2.)
 QE1163
 QE1163                          STATION RECOVERY (1992)
 QE1163
 QE1163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 QE1163'THE STATION IS LOCATED ABOUT 10 KM (6.20 MI)  SOUTH OF LINCOLN CITY,
 QE1163'1.3 KM (0.80 MI) (0.8 MI NORTH OF DEPOE BAY AND AT BOILER BAY
 QE1163'WAYSIDE.
 QE1163'THE STATION IS ON PROPERTY OF OREGON STATE DEPT. OF PARKS AND
 QE1163'RECREATION.
 QE1163'TO REACH FROM THE POST OFFICE IN DEPOE BAY GO NORTH ON US 101 FOR 0.98
 QE1163'KM (0.60 MI)  TO THE SOUTH ENTRANCE OF THE BOILER BAY WAYSIDE. BEAR
 QE1163'LEFT ON ROAD FOR 0.37 KM (0.20 MI)  TO THE PARKING AREA ON THE LEFT.
 QE1163'PACK NORTHWEST INSIDE PERIMETER FENCE FOR ABOUT 90 METERS (295.3 FT)
 QE1163'TO END OF FENCE AND THE STATION ON THE OUTSIDE OF THE FENCE.
 QE1163'THE STATION IS SET INTO DRILL HOLE IN BEDROCK, 23.823 METERS
 QE1163'(78.159 FT)  WNW OF STATION BALD 2.)
 QE1163
 QE1163                          STATION RECOVERY (2005)
 QE1163
 QE1163'RECOVERY NOTE BY US POWER SQUADRON 2005 (LLS)
 QE1163'RECOVERED IN GOOD CONDITION.
 QE1163
 QE1163                          STATION RECOVERY (2006)
 QE1163
 QE1163'RECOVERY NOTE BY US POWER SQUADRON 2006 (DLM)
 QE1163'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2209 ***********************************************************************
 QE2209  DESIGNATION -  BALD SPOT
 QE2209  PID         -  QE2209
 QE2209  STATE/COUNTY-  OR/LANE
 QE2209  USGS QUAD   -  EUGENE WEST (1986)
 QE2209
 QE2209                         *CURRENT SURVEY CONTROL
 QE2209  ___________________________________________________________________
 QE2209* NAD 83(1991)-  44 01 18.83360(N)    123 11 31.63518(W)     ADJUSTED  
 QE2209* NAVD 88     -       338.4    (meters)    1110.     (feet)  VERTCON   
 QE2209  ___________________________________________________________________
 QE2209  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 QE2209  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 QE2209  HORZ ORDER  -  SECOND
 QE2209
 QE2209.The horizontal coordinates were established by classical geodetic methods
 QE2209.and adjusted by the National Geodetic Survey in October 1991.
 QE2209
 QE2209.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE2209.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE2209
 QE2209.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2209
 QE2209.The geoid height was determined by GEOID03.
 QE2209
 QE2209;                    North         East     Units Scale Factor Converg.
 QE2209;SPC OR S     -   265,105.816 1,284,190.620   MT  1.00000564   -1 50 30.5
 QE2209;SPC OR S     -   869,769.74  4,213,223.82   iFT  1.00000564   -1 50 30.5
 QE2209;UTM  10      - 4,874,322.972   484,602.544   MT  0.99960292   -0 08 00.6
 QE2209
 QE2209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2209!SPC OR S     -   0.99995056  x   1.00000564  =   0.99995620
 QE2209!UTM  10      -   0.99995056  x   0.99960292  =   0.99955350
 QE2209
 QE2209:                Primary Azimuth Mark                     Grid Az
 QE2209:SPC OR S     -  HALSEY AMERICAN CAN COMPANY TANK         005 13 38.3
 QE2209:UTM  10      -  HALSEY AMERICAN CAN COMPANY TANK         003 31 08.4
 QE2209
 QE2209|---------------------------------------------------------------------|
 QE2209| PID    Reference Object                     Distance      Geod. Az  |
 QE2209|                                                           dddmmss.s |
 QE2209| QE2147 HALSEY AMERICAN CAN COMPANY TANK    APPROX.40.0 KM 0032307.8 |
 QE2209| QE2148 HALSEY AMERICAN CAN COMPANY STACK   APPROX.40.2 KM 0034105.7 |
 QE2209| QE2227 EUGENE MURRAY HILL MICRO OSJ         47.817 METERS 10934     |
 QE2209| CD9557 BALD SPOT RM 2                        5.076 METERS 13837     |
 QE2209| QE2226 BALD SPOT AZ MK 2                   APPROX. 0.9 KM 1755410.6 |
 QE2209| CD9555 BALD SPOT AZ MK                                    2154357.0 |
 QE2209| CD9556 BALD SPOT RM 1                        3.945 METERS 21953     |
 QE2209| PC0976 DOANE                               APPROX. 9.4 KM 2371953.5 |
 QE2209|---------------------------------------------------------------------|
 QE2209
 QE2209                          SUPERSEDED SURVEY CONTROL
 QE2209
 QE2209  NAD 83(1986)-  44 01 18.84834(N)    123 11 31.66177(W) AD(       ) 2
 QE2209  NAD 27      -  44 01 19.39600(N)    123 11 27.34600(W) AD(       ) 2
 QE2209  NGVD 29 (07/19/86)  337.3    (m)         1107.     (f) VERT ANG    3  
 QE2209
 QE2209.Superseded values are not recommended for survey control.
 QE2209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2209.See file dsdata.txt to determine how the superseded data were derived.
 QE2209
 QE2209_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP8460374323(NAD 83)
 QE2209_MARKER: DD = SURVEY DISK
 QE2209_SETTING: 66 = SET IN ROCK OUTCROP
 QE2209
 QE2209  HISTORY     - Date     Condition        Report By
 QE2209  HISTORY     - 1940     MONUMENTED       USGS
 QE2209  HISTORY     - 1953     GOOD             USGS
 QE2209  HISTORY     - 1967     GOOD             CGS
 QE2209  HISTORY     - 1967     GOOD             CGS
 QE2209  HISTORY     - 1969     GOOD             OR-039
 QE2209  HISTORY     - 1970     GOOD             NGS
 QE2209  HISTORY     - 1980     GOOD             NGS
 QE2209
 QE2209                          STATION DESCRIPTION
 QE2209
 QE2209'DESCRIBED BY US GEOLOGICAL SURVEY 1953 (CTH)
 QE2209'THE STATION IS LOCATED ABOUT 5.5 MILES SOUTHWEST OF EUGENE ON
 QE2209'A PARTIALLY TIMBERED HILL KNOWN LOCALLY AS MURRAY HILL.  THE
 QE2209'STATION IS LOCATED IN A BARE AREA ABOUT 125 FEET WEST OF AND 10
 QE2209'FEET LOWER THAN THE HIGHEST POINT OF THE HILL.
 QE2209'
 QE2209'TO REACH THE STATION FROM THE JUNCTION OF 11TH. AVENUE AND
 QE2209'WILLAMETTE AVENUE IN EUGENE, GO WEST ON 11TH. AVENUE FOR 3.4
 QE2209'MILES TO A CROSSROADS.  TURN LEFT, GO SOUTH ON A GRAVEL ROAD
 QE2209'0.7 MILE TO A T INTERSECTION.  TURN RIGHT, GO WEST 0.7 MILE TO
 QE2209'A ROAD LEFT.  TURN LEFT, GO SOUTH AND WEST 0.75 MILE TO A THREE
 QE2209'ROAD FORK.  TURN LEFT, GO SOUTH 0.75 MILE TO A CURVE AND A LANE
 QE2209'STRAIGHT AHEAD.  CONTINUE STRAIGHT AHEAD 0.1 MILE TO A GATE AT
 QE2209'A HOUSE ON THE LEFT.  PASS THROUGH GATE AND CONTINUE SOUTH 0.3
 QE2209'MILE TO A SAWMILL ON THE LEFT AND A DIM ROAD ON THE LEFT.
 QE2209'TURN LEFT, GO EASTERLY UP STEEP GRADE 0.45 MILE TO THE STATION
 QE2209'ON THE RIGHT.
 QE2209'
 QE2209'THE STATION MARK IS STAMPED BALD SPOT 1940.  IT IS A
 QE2209'U.S. GEOLOGICAL SURVEY BENCH MARK CEMENTED IN A DEPRESSION IN
 QE2209'BEDROCK.  IT IS 22 FEET SOUTHEAST OF A TRIANGULAR BLAZED TREE.
 QE2209'
 QE2209'REFERENCE MARK 1 IS STAMPED NO 1.  IT IS A U.S. GEOLOGICAL
 QE2209'SURVEY REFERENCE MARK CEMENTED IN A DRILL HOLE IN BEDROCK THAT
 QE2209'IS 4.5 FEET LOWER THAN THE STATION MARK.
 QE2209'
 QE2209'REFERENCE MARK 2 IS STAMPED NO 2.  IT IS A U.S. GEOLOGICAL
 QE2209'SURVEY REFERENCE MARK CEMENTED IN A DRILL HOLE IN A BOULDER THAT
 QE2209'PROJECTS 8 INCHES AND IS ABOUT THE SAME ELEVATION AS THE STATION
 QE2209'MARK.
 QE2209'
 QE2209'THE AZIMUTH MARK IS A STANDARD DISK CEMENTED IN THE TOP OF AN
 QE2209'IRON PIPE THAT PROJECTS 8 INCHES.  IT IS SET IN A FLAT AREA AT
 QE2209'THE BASE OF THE STATION HILL, 60 FEET SOUTHWEST OF A CURVE IN A
 QE2209'DIRT ROAD AND 4 FEET EAST OF A WHITE WITNESS POST.  THE MARK IS
 QE2209'STAMPED BALD SPOT 1953.
 QE2209'
 QE2209'TO REACH THE AZIMUTH MARK FROM THE SAWMILL MENTIONED ABOVE,
 QE2209'CONTINUE SOUTH 0.1 MILE TO A ROAD LEFT.  TURN LEFT, GO
 QE2209'SOUTHEASTERLY 0.4 MILE TO A CURVE AND THE MARK ON THE RIGHT.
 QE2209'
 QE2209'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS.
 QE2209
 QE2209                          STATION RECOVERY (1967)
 QE2209
 QE2209'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JCL)
 QE2209'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND
 QE2209'THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  LANDMARKS
 QE2209'HAVE CHANGED.  THE FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 QE2209'
 QE2209'THE STATION IS 9 MILES SOUTHEAST OF VENETA AND 2-1/2 MILES
 QE2209'SOUTH OF STATE HIGHWAY 126, ON THE SUMMIT OF MURRAY HILL.  AN
 QE2209'F.A.A. INSTALLATION OCCUPIES THE SAME SUMMIT.
 QE2209'
 QE2209'TO REACH THE STATION FROM THE CROSS STREET JUST NORTH OF THE
 QE2209'VENETA POST OFFICE GO EAST 0.15 MILE TO A CROSSROAD, TURN LEFT
 QE2209'AND GO 0.1 MILE TO THE JUNCTION WITH STATE HIGHWAY 126, TURN
 QE2209'RIGHT AND GO EAST ON STATE HIGHWAY 126 FOR 8.5 MILES TO WILLOW
 QE2209'CREEK ROAD ON THE RIGHT, TURN RIGHT AND GO SOUTH ON WILLOW CREEK
 QE2209'ROAD FOR 2.3 MILES TO A FORK, TAKE LEFT FORK, REYNOLDS ROAD FOR
 QE2209'0.15 MILE TO A SIDE ROAD LEFT, CONTINUE STRAIGHT AHEAD, UPHILL
 QE2209'FOR 0.35 MILE TO A LOCKED GATE, (KEY MAY BE PROCURED FROM THE
 QE2209'F.A.A. CHIEF AIRWAYS TECHNICAL FIELD OFFICE EUGENE, OREGON)
 QE2209'PASS THROUGH GATE AND CONTINUE UPHILL ON GRAVELED ROAD FOR 0.55
 QE2209'MILE TO THE SUMMIT AND STATION.
 QE2209'
 QE2209'THE STATION MARK, STAMPED BALD SPOT 1940, IS A U.S. GEOLOGICAL
 QE2209'SURVEY BENCH MARK DISK CEMENTED IN A DRILL HOLE IN BEDROCK,
 QE2209'92 FEET SOUTHWEST OF A GATE AT THE ENTRANCE TO THE INSTALLATION
 QE2209'AND 21 FEET SOUTH OF THE CENTER OF THE ROAD.
 QE2209'
 QE2209'REFERENCE MARK NO. 1, STAMPED NO 1, IS A U.S. GEOLOGICAL SURVEY
 QE2209'REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN BEDROCK THAT
 QE2209'PROJECTS 2 FEET.  IT IS 35 FEET SOUTH OF THE CENTER OF THE ROAD
 QE2209'AND 5 FEET BELOW STATION ELEVATION.
 QE2209'
 QE2209'REFERENCE MARK NO. 2, STAMPED NO 2, IS A U.S. GEOLOGICAL SURVEY
 QE2209'REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN BEDROCK THAT
 QE2209'PROJECTS 1 FOOT, 28 FEET SOUTH OF THE CENTER OF THE ROAD AND
 QE2209'AT STATION ELEVATION.
 QE2209'
 QE2209'TO REACH THE AZIMUTH MARK FROM THE STATION PACK SOUTHWEST DOWN
 QE2209'THE STEEP SLOPE FOR 1/4 MILE TO THE FIRST FLAT AND OPEN AREA
 QE2209'AND THE AZIMUTH MARK.
 QE2209'
 QE2209'THE AZIMUTH MARK, STAMPED BALD SPOT 1953, IS A STANDARD DISK
 QE2209'SET IN CONCRETE IN THE TOP OF A 4-INCH IRON PIPE THAT PROJECTS
 QE2209'6 INCHES.  IT IS 75 FEET SOUTH OF THE FORK IN A DIM TRACK ROAD
 QE2209'AND 1 FOOT EAST OF A METAL WITNESS POST.
 QE2209'
 QE2209'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QE2209'9 MILES SOUTHEAST OF VENETA.
 QE2209
 QE2209                          STATION RECOVERY (1967)
 QE2209
 QE2209'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DLS)
 QE2209'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 QE2209'CONDITION.  THE AZIMUTH MARK WAS NOT SEARCH FOR.  THE DESCRIPTION
 QE2209'IS ADEQUATE, HOWEVER AN NEW TO REACH FOLLOWS--
 QE2209'
 QE2209'TO REACH THE STATION FROM THE JUNCTION OF 11TH. AVE. AND
 QE2209'WILLAMETTE AVE. IN EUGENE, GO WEST ON 11TH AVE. FOR 4.4 MILES TO
 QE2209'THE JUNCTION OF WILLOW CREEK ROAD.  TURN LEFT (SOUTH) ON WILLOW
 QE2209'CREEK ROAD AND GO FOR 2.3 MILES UNTIL WILLOW CR. RD. MAKES A Y
 QE2209'FORK WITH REYNOLDS DRIVE.  TURN LEFT (SE) ON REYNOLDS DRIVE AND
 QE2209'CONTINUE FOR 0.3 MILES TO THE END OF PAVEMENT.  CONTINUE ON THE
 QE2209'DIRT ROAD FOR 0.3 MILE UNTIL YOU COME TO A GATE.  THE KEY TO
 QE2209'THE GATE MAY BE OBTAINED FROM THE FAA AIRWAY FACILITIES SECTOR
 QE2209'AT MAHLON SWEET AIRPORT.  CONTINUE ON THE DIRT ROAD FOR 0.5
 QE2209'MILE TO THE TOP OF THE HILL AND THE STATION.  THE STATION IS
 QE2209'LOCATED 156.73 FEET NW OF THE CENTER OF A FAA MICROWAVE TOWER.
 QE2209'
 QE2209'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QE2209'5.4 MILES WSW OF EUGENE.
 QE2209
 QE2209                          STATION RECOVERY (1969)
 QE2209
 QE2209'RECOVERY NOTE BY LANE COUNTY OREGON 1969 (FLI)
 QE2209'LOCATED 2.4 MILES NORTH, THENCE 5.0 MILES WEST FROM EUGENE ON THE
 QE2209'NORTH SIDE OF SPENCER CREEK VALLEY ABOUT 125 FEET WEST AND 8 FEET
 QE2209'LOWER THAN TOP OF THE PEAK WHICH IS KNOWN LOCALLY AS MURRAY HILL.
 QE2209'
 QE2209'TO REACH FROM THE INTERSECTION OF 11TH AND WILLAMETTE IN EUGENE,
 QE2209'DRIVE WEST ON 11TH FOR 2.8 MILES AND TAKE T-ROAD SOUTH.  DRIVE 0.5
 QE2209'MILES AND TURN WEST.  DRIVE 0.8 MILES AND PASS BALLEY SCHOOL.
 QE2209'CONTINUE FOR 0.8 MILES AND TAKE T-ROAD WEST.  DRIVE 1.2 MILES TO
 QE2209'RANCH HOUSE IN SADDLE ON TOP OF RIDGE.  LEAVE TRUCK HERE AND WALK
 QE2209'NORTHWEST ALONG RIDGE TO STATION, ABOUT A 35 MINUTE WALK WITH
 QE2209'PACK.
 QE2209'
 QE2209'REFERENCE MARK 1 IS A STANDARD DISK STAMPED 1 SET IN A ROCK OUTCROP
 QE2209'13.01 FEET FROM THE STATION.
 QE2209'
 QE2209'REFERENCE MARK 2 IS A STANDARD DISK STAMPED 2 IN A ROCK OUTCROP
 QE2209'16.67 FEET FROM THE STATION.
 QE2209'
 QE2209'KEY IS REQUIRED.
 QE2209
 QE2209                          STATION RECOVERY (1970)
 QE2209
 QE2209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (EP)
 QE2209'THIS STATION WAS RECOVERED IN GOOD CONDITION WITH RMS 1 AND 2
 QE2209'AS DESCRIBED.
 QE2209'
 QE2209'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QE2209'4-1/2 MILES WEST-SOUTHWEST OF EUGENE.
 QE2209
 QE2209                          STATION RECOVERY (1980)
 QE2209
 QE2209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 QE2209'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 QE2209'CONDITION.  THE DISTANCES AND ANGLES COMPARE FAVORABLY WITH THE 1953
 QE2209'DESCRIPTION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT WAS NOT
 QE2209'RECOVERED.  ANOTHER AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.
 QE2209'
 QE2209'THE STATION IS LOCATED ABOUT 5.5 MILES SOUTHWEST OF EUGENE, ON A
 QE2209'TIMBERED HILL CALLED MURRAY HILL.  THE STATION IS IN A BARE AREA
 QE2209'ABOUT 125 FEET WEST OF AND 6 FEET LOWER THAN THE TOP OF THE HILL.  A
 QE2209'FAA MICROWAVE FACILITY IS NOW ON THE TOP OF THE HILL.
 QE2209'
 QE2209'TO REACH THE STATION FROM THE INTERSECTION OF BELT LINE RD AND W 11TH
 QE2209'AVE IN EUGENE, GO WEST ON W 11TH AVE FOR 0.35 MILE, TURN LEFT ON
 QE2209'WILLOW CREEK RD AND GO 2.35 MILE TO A ROAD FORK, TAKE LEFT FORK,
 QE2209'REYNOLDS DR AND GO 0.3 MILE TO A LOCKED GATE, GET KEY FROM FAA AT
 QE2209'AIRPORT, CONTINUE UP THE HILL 0.75 MILE TO THE TOP OF HILL AND THE
 QE2209'STATION ON THE RIGHT.
 QE2209'
 QE2209'THE STATION IS A STANDARD US GEOLOGICAL SURVEY DISK STAMPED
 QE2209'---BALDSPOT 1940---SET INTO ROCK OUTCROP LOCATED 27.4 METERS (90
 QE2209'FEET) W FROM THE CENTER OF A GATE, 7.3 METERS (24 FEET) E FROM AN OAK
 QE2209'TREE WHICH IS ABOUT 10 INCHES IN DIAMETER, AND 7.0 METERS (23 FEET) S
 QE2209'FROM THE CENTERLINE OF A GRAVEL ROAD.
 QE2209'
 QE2209'REFERENCE MARK NO. 1 IS A STANDARD US GEOLOGICAL SURVEY DISK STAMPED
 QE2209'---NO 1---SET INTO ROCK OUTCROP LOCATED 7.6 METERS (25 FEET) S FROM
 QE2209'THE CENTERLINE OF A GRAVEL ROAD, 8.8 METERS (29 FEET) SE FROM A TEN
 QE2209'INCH IN DIAMETER OAK TREE, AND 1.5 METERS (5 FEET) LOWER THAN THE
 QE2209'STATION.
 QE2209'
 QE2209'REFERENCE MARK NO. 2 IS A STANDARD US GEOLOGICAL SURVEY DISK STAMPED
 QE2209'---NO 2---SET INTO ROCK OUTCROP LOCATED 23.5 METERS (77 FEET) WSW
 QE2209'FROM THE CENTER OF A GATE, 9.1 METERS (30 FEET) S FROM THE CENTERLINE
 QE2209'OF A GRAVEL ROAD, AND 0.3 METER (1 FOOT) LOWER THAN THE STATION.
 QE2209'
 QE2209'AZIMUTH MARK NO. 2 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 QE2209'STAMPED---BALD SPOT USGS 1953 1980---SET INTO THE TOP OF A ROUND
 QE2209'CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER PROJECTING 5 CM (2
 QE2209'INCHES) ABOVE THE GROUND LOCATED 9.91 METERS (32.5 FEET) S FROM THE
 QE2209'CENTERLINE OF A PAVED ROAD, 1.43 METERS (4.7 FEET) SE FROM THE
 QE2209'HAFFNER ANGUS RANCH SIGN, 0.73 METER (2.4 FEET) SE FROM THE HAFFNER
 QE2209'MAIL BOX, AND 0.58 METER (1.9 FEET) N FROM A METAL WITNESS POST.
 QE2209'
 QE2209'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF THE BELTLINE ROAD
 QE2209'AND W 11TH ST IN EUGENE, GO EAST ON W 11TH ST 0.55 MILE, TURN RIGHT
 QE2209'ON BERTELSEN RD AND GO 1.8 MILES TO GIMPL HILL RD, TURN RIGHT AND GO
 QE2209'1.6 MILES TO THE DRIVEWAY TO HAFFNER RANCH AND THE MARK ON THE LEFT.
 QE2209'IT IS 4 FEET HIGHER THAN THE PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB1250 ***********************************************************************
 QB1250  DESIGNATION -  BALDOCK
 QB1250  PID         -  QB1250
 QB1250  STATE/COUNTY-  OR/BAKER
 QB1250  USGS QUAD   -  VIRTUE FLAT (1994)
 QB1250
 QB1250                         *CURRENT SURVEY CONTROL
 QB1250  ___________________________________________________________________
 QB1250* NAD 83(1991)-  44 50 09.56024(N)    117 43 48.82260(W)     ADJUSTED  
 QB1250* NAVD 88     -      1271.3    (meters)    4171.     (feet)  VERTCON   
 QB1250  ___________________________________________________________________
 QB1250  LAPLACE CORR-           4.39  (seconds)                    DEFLEC99
 QB1250  GEOID HEIGHT-         -17.02  (meters)                     GEOID03
 QB1250  HORZ ORDER  -  FIRST
 QB1250
 QB1250.The horizontal coordinates were established by classical geodetic methods
 QB1250.and adjusted by the National Geodetic Survey in October 1991.
 QB1250
 QB1250.The NAVD 88 height was computed by applying the VERTCON shift value to
 QB1250.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QB1250
 QB1250.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB1250
 QB1250.The geoid height was determined by GEOID03.
 QB1250
 QB1250;                    North         East     Units Scale Factor Converg.
 QB1250;SPC OR N     -   133,690.267 2,718,947.548   MT  0.99991135   +1 57 51.4
 QB1250;SPC OR N     -   438,616.36  8,920,431.59   iFT  0.99991135   +1 57 51.4
 QB1250;UTM  11      - 4,964,990.450   442,282.856   MT  0.99964096   -0 30 53.6
 QB1250
 QB1250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QB1250!SPC OR N     -   0.99980338  x   0.99991135  =   0.99971474
 QB1250!UTM  11      -   0.99980338  x   0.99964096  =   0.99944441
 QB1250
 QB1250:                Primary Azimuth Mark                     Grid Az
 QB1250:SPC OR N     -  LONE PINE                                182 37 03.4
 QB1250:UTM  11      -  LONE PINE                                185 05 48.4
 QB1250
 QB1250|---------------------------------------------------------------------|
 QB1250| PID    Reference Object                     Distance      Geod. Az  |
 QB1250|                                                           dddmmss.s |
 QB1250| QB1249 LONE PINE                           APPROX. 9.2 KM 1843454.8 |
 QB1250| CD6732 BALDOCK RM 1                          7.830 METERS 18804     |
 QB1250| QB1253 DOOLEY MOUNTAIN LOOKOUT HOUSE       APPROX.31.9 KM 2040312.5 |
 QB1250| CD6731 BALDOCK AZ MK                                      2693817.1 |
 QB1250| CD6733 BALDOCK RM 2                          6.212 METERS 28540     |
 QB1250| QB1257 COYOTE POINT AIRWAY BEACON          APPROX.17.3 KM 3044038.7 |
 QB1250| QB1254 MAGPIE                              APPROX.13.3 KM 3325950.2 |
 QB1250|---------------------------------------------------------------------|
 QB1250
 QB1250                          SUPERSEDED SURVEY CONTROL
 QB1250
 QB1250  NAD 83(1986)-  44 50 09.56288(N)    117 43 48.80417(W) AD(       ) 1
 QB1250  NAD 27      -  44 50 10.02000(N)    117 43 45.01500(W) AD(       ) 1
 QB1250  NGVD 29 (07/19/86) 1270.2    (m)         4167.     (f) VERT ANG    3  
 QB1250
 QB1250.Superseded values are not recommended for survey control.
 QB1250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB1250.See file dsdata.txt to determine how the superseded data were derived.
 QB1250
 QB1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK4228364990(NAD 83)
 QB1250_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QB1250_SETTING: 80 = SET IN A BOULDER
 QB1250_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QB1250
 QB1250  HISTORY     - Date     Condition        Report By
 QB1250  HISTORY     - 1946     MONUMENTED       CGS
 QB1250
 QB1250                          STATION DESCRIPTION
 QB1250
 QB1250'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 QB1250'STATION IS LOCATED ABOUT 7 MILES AIRLINE NORTHEAST OF BAKER, 1
 QB1250'MILE SOUTHEAST OF THE JESS PROWELL RANCH ON THE SOUTHWEST END AND
 QB1250'HIGHEST POINT OF A LOW BARE MESA.  STATION MARK IS A BRONZE DISK
 QB1250'STAMPED BALDOCK 1946, SET IN A BOULDER FLUSH WITH GROUND LEVEL.
 QB1250'
 QB1250'REFERENCE MARK NO. 1 IS A BRONZE DISK STAMPED BALDOCK NO 1 1946,
 QB1250'SET IN A BOULDER WHICH PROJECTS 6 INCHES, IS SOUTH OF AND SAME
 QB1250'ELEVATION AS STATION MARK.
 QB1250'
 QB1250'REFERENCE MARK NO.2 IS A BRONZE DISK STAMPED BALDOCK NO 2 1946,
 QB1250'SET IN A BOULDER WHICH PROJECTS 4 INCHES, IS WNW OF AND SAME
 QB1250'ELEVATION AS STATION MARK.
 QB1250'
 QB1250'AZIMUTH MARK IS A BRONZE DISK STAMPED BALDOCK 1946, SET IN
 QB1250'BEDROCK OUTCROP ON EDGE OF RIM OF THE RIDGE 0.3 MILE WEST OF
 QB1250'STATION.
 QB1250'
 QB1250'TO REACH STATION FROM BAKER GO NORTHEAST ON HIGHWAY 86 FOR 2.1
 QB1250'MILES TO ROAD RIGHT.  TURN RIGHT, GO EAST 1.0 MILE TO
 QB1250'CROSSROAD.  TURN LEFT, GO 2.0 MILES TO ROAD RIGHT.  TURN RIGHT,
 QB1250'GO 1.5 MILES TO T ROAD.  TURN LEFT, GO 0.5 MILE TO ROAD
 QB1250'RIGHT.  TURN RIGHT, GO 1.0 MILE TO THE JESS PROWELL RANCH
 QB1250'HOUSE.  TURN RIGHT THROUGH GATE AT GARAGE, FOLLOW FENCE LINE 100
 QB1250'YARDS TO GATE.  PASS THROUGH GATE, GO NORTHEAST ON STOCK TRAIL,
 QB1250'1.0 MILE.  TURN RIGHT GO SOUTH UP STEEP SLOPE 0.6 MILE TO TOP
 QB1250'OF RIDGE.  FOLLOW TOP OF RIDGE 0.5 MILE TO HIGHEST POINT AND
 QB1250'STATION SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0682 ***********************************************************************
 PA0682  DESIGNATION -  BALDY
 PA0682  PID         -  PA0682
 PA0682  STATE/COUNTY-  OR/HARNEY
 PA0682  USGS QUAD   -  CALAMITY BUTTE (1990)
 PA0682
 PA0682                         *CURRENT SURVEY CONTROL
 PA0682  ___________________________________________________________________
 PA0682* NAD 83(1991)-  43 55 43.04441(N)    118 49 31.34327(W)     ADJUSTED  
 PA0682* NAVD 88     -      2042.     (meters)    6699.     (feet)  SCALED    
 PA0682  ___________________________________________________________________
 PA0682  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 PA0682  GEOID HEIGHT-         -18.16  (meters)                     GEOID03
 PA0682  HORZ ORDER  -  SECOND
 PA0682
 PA0682.The horizontal coordinates were established by classical geodetic methods
 PA0682.and adjusted by the National Geodetic Survey in October 1991.
 PA0682
 PA0682.The orthometric height was scaled from a topographic map.
 PA0682
 PA0682.The Laplace correction was computed from DEFLEC99 derived deflections.
 PA0682
 PA0682.The geoid height was determined by GEOID03.
 PA0682
 PA0682;                    North         East     Units Scale Factor Converg.
 PA0682;SPC OR S     -   252,617.427 1,634,465.068   MT  0.99998264   +1 08 44.5
 PA0682;SPC OR S     -   828,797.33  5,362,418.20   iFT  0.99998264   +1 08 44.5
 PA0682;SPC OR N     -    30,504.601 2,634,483.725   MT  1.00012636   +1 11 15.4
 PA0682;SPC OR N     -   100,080.71  8,643,319.31   iFT  1.00012636   +1 11 15.4
 PA0682;UTM  11      - 4,865,564.800   353,476.033   MT  0.99986406   -1 15 59.8
 PA0682
 PA0682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PA0682!SPC OR S     -   0.99968270  x   0.99998264  =   0.99966535
 PA0682!SPC OR N     -   0.99968270  x   1.00012636  =   0.99980902
 PA0682!UTM  11      -   0.99968270  x   0.99986406  =   0.99954681
 PA0682
 PA0682                          SUPERSEDED SURVEY CONTROL
 PA0682
 PA0682  NAD 83(1986)-  43 55 43.04999(N)    118 49 31.33726(W) AD(       ) 2
 PA0682  NAD 27      -  43 55 43.50100(N)    118 49 27.56400(W) AD(       ) 2
 PA0682
 PA0682.Superseded values are not recommended for survey control.
 PA0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0682.See file dsdata.txt to determine how the superseded data were derived.
 PA0682
 PA0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ5347665565(NAD 83)
 PA0682
 PA0682  HISTORY     - Date     Condition        Report By
 PA0682  HISTORY     - 1933     MONUMENTED       USGS
 PA0682  HISTORY     - 1935     SEE DESCRIPTION  CGS
 PA0682
 PA0682                          STATION DESCRIPTION
 PA0682
 PA0682'DESCRIBED BY US GEOLOGICAL SURVEY 1933 (FGJ)
 PA0682'SEE STATION CALAMITY BUTTE
 PA0682
 PA0682                          STATION RECOVERY (1935)
 PA0682
 PA0682'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (EBP)
 PA0682'ON THE HIGHEST PART OF CALAMITY BUTTE, A HIGH BALD RIDGE E OF
 PA0682'SILVIES VALLEY AND ABOUT 30 MILES NE OF BURNS.  SECURE DIRECTIONS
 PA0682'FROM THE U.S.F.S. AT SILVIES, FROM WHICH PLACE IT IS ABOUT 15 MILES
 PA0682'BY TRUCK ROAD.  STATION MARKED BY DISK IN SOLID ROCK.  STATION
 PA0682'CALAMITY BUTTE (SEE DESCRIPTION THEREOF) IS 22.78 METERS (74.74
 PA0682'FEET) TO THE N IN AZIMUTH 169 DEG 14 MIN 27 SEC.  CENTER OF
 PA0682'CALAMITY BUTTE LOOKOUT HOUSE IS REPORTED BY THE FOREST SERVICE
 PA0682'TO BE 4.21 METERS (13.8 FEET) TO THE N IN AZIMUTH 184 DEG.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0903 ***********************************************************************
 QC0903  DESIGNATION -  BALDY
 QC0903  PID         -  QC0903
 QC0903  STATE/COUNTY-  OR/GRANT
 QC0903  USGS QUAD   -  DEARDORFF MTN (1983)
 QC0903
 QC0903                         *CURRENT SURVEY CONTROL
 QC0903  ___________________________________________________________________
 QC0903* NAD 83(1991)-  44 23 36.02370(N)    118 26 47.92410(W)     ADJUSTED  
 QC0903* NAVD 88     -      2321.7    (meters)    7617.     (feet)  VERTCON   
 QC0903  ___________________________________________________________________
 QC0903  LAPLACE CORR-           3.75  (seconds)                    DEFLEC99
 QC0903  GEOID HEIGHT-         -17.38  (meters)                     GEOID03
 QC0903  HORZ ORDER  -  FIRST
 QC0903
 QC0903.The horizontal coordinates were established by classical geodetic methods
 QC0903.and adjusted by the National Geodetic Survey in October 1991.
 QC0903
 QC0903.The NAVD 88 height was computed by applying the VERTCON shift value to
 QC0903.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QC0903
 QC0903.The Laplace correction was computed from DEFLEC99 derived deflections.
 QC0903
 QC0903.The geoid height was determined by GEOID03.
 QC0903
 QC0903;                    North         East     Units Scale Factor Converg.
 QC0903;SPC OR N     -    82,829.383 2,663,579.814   MT  0.99998543   +1 27 22.4
 QC0903;SPC OR N     -   271,749.94  8,738,778.92   iFT  0.99998543   +1 27 22.4
 QC0903;UTM  11      - 4,916,579.408   384,785.185   MT  0.99976325   -1 00 43.8
 QC0903
 QC0903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QC0903!SPC OR N     -   0.99963882  x   0.99998543  =   0.99962426
 QC0903!UTM  11      -   0.99963882  x   0.99976325  =   0.99940216
 QC0903
 QC0903:                Primary Azimuth Mark                     Grid Az
 QC0903:SPC OR N     -  H 119 6612                               027 23 58.9
 QC0903:UTM  11      -  H 119 6612                               029 52 05.1
 QC0903
 QC0903|---------------------------------------------------------------------|
 QC0903| PID    Reference Object                     Distance      Geod. Az  |
 QC0903|                                                           dddmmss.s |
 QC0903| CD6711 H 119 6612                                         0285121.3 |
 QC0903| CD6734 BALDY RM 1                            6.590 METERS 03439     |
 QC0903| QC0900 TABLE LOOKOUT HOUSE                 APPROX.12.3 KM 1222328.6 |
 QC0903| QC0905 BALDY MTN LOOKOUT HOUSE              21.340 METERS 34722     |
 QC0903| QC0904 7634                                 20.922 METERS 35309     |
 QC0903|---------------------------------------------------------------------|
 QC0903
 QC0903                          SUPERSEDED SURVEY CONTROL
 QC0903
 QC0903  NAD 83(1986)-  44 23 36.02885(N)    118 26 47.91810(W) AD(       ) 1
 QC0903  NAD 27      -  44 23 36.44706(N)    118 26 44.13866(W) AD(       ) 1
 QC0903  NGVD 29 (07/19/86) 2320.3    (m)         7613.     (f) VERT ANG    3  
 QC0903
 QC0903.Superseded values are not recommended for survey control.
 QC0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0903.See file dsdata.txt to determine how the superseded data were derived.
 QC0903
 QC0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK8478516579(NAD 83)
 QC0903_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QC0903_SETTING: 66 = SET IN ROCK OUTCROP
 QC0903
 QC0903  HISTORY     - Date     Condition        Report By
 QC0903  HISTORY     - 1946     MONUMENTED       CGS
 QC0903  HISTORY     - 1968     SEE DESCRIPTION  USGS
 QC0903
 QC0903                          STATION DESCRIPTION
 QC0903
 QC0903'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 QC0903'STATION IS ON BALDY MOUNTAIN, A HIGH BARE-TOP PEAK LYING IN THE
 QC0903'HEADWATERS OF THE JOHN DAY RIVER AND IS ABOUT 13 MILES SOUTHEAST
 QC0903'OF PRAIRIE CITY AND VISIBLE FROM THAT PLACE.  IT IS THE HIGHEST
 QC0903'POINT IN THE VICINITY.  STATION IS ABOUT 68 FEET SOUTH OF THE
 QC0903'CENTER OF THE LOOKOUT HOUSE, 9 PACES SOUTHEAST OF FLAGPOLE, AND
 QC0903'6 PACES WEST OF EDGE OF CLIFF.  THE MARK PROJECTS 6 INCHES AND
 QC0903'IS STAMPED--BALDY 1941.
 QC0903'
 QC0903'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION AND ABOUT 18
 QC0903'INCHES LOWER.  THE MARK IS ON THE EDGE OF THE CLIFF, SET FLUSH,
 QC0903'AND IS STAMPED--BALDY NO 1 1941.
 QC0903'
 QC0903'REFERENCE MARK NO. 2 IS A U.S. GEOLOGICAL SURVEY BENCH MARK
 QC0903'STAMPED--7634.  THE MARK IS NORTH OF THE STATION AND ABOUT 4 FEET
 QC0903'HIGHER.  IT IS 5 FEET NORTH OF THE SOUTHEAST CORNER OF THE LOOKOUT
 QC0903'AND 6 INCHES EAST OF THE EAST EDGE SET FLUSH IN BEDROCK.
 QC0903'
 QC0903'THE AZIMUTH MARK IS APPROXIMATELY 1.5 MILES NORTHEAST OF THE
 QC0903'STATION, 10 FEET EAST OF THE CENTER LINE OF THE ROAD SET IN A
 QC0903'BOULDER 2 BY 4 FEET IN DIAMETER.  THE MARK IS A U.S. GEOLOGICAL
 QC0903'SURVEY BENCH MARK STAMPED--H-119 6612 1940.  THE MARK PROJECTS
 QC0903'1 FOOT.
 QC0903'
 QC0903'TO REACH STATION FROM PRAIRIE CITY, GO EAST ON STATE HIGHWAY
 QC0903'NO. 28 FROM THE CLARK GARAGE FOR 13.7 MILES.  TURN RIGHT ACROSS
 QC0903'THE RAILROAD TRACKS JUST BEYOND MILE POST NO. 190 AS PER SIGN
 QC0903'BRIDGE CREEK ROAD, LOONEY SPRING ETC. AND GO 1.0 MILE.  TURN
 QC0903'RIGHT AS PER SIGN LOONEY SPRING 12M AND GO 8.9 MILES.  KEEP
 QC0903'STRAIGHT AHEAD, SOUTHEAST, AND GO 2.3 MILES.  TAKE THE RIGHT
 QC0903'FORK STRAIGHT AHEAD AS PER SIGN LOONEY SPRING AND GO 0.4 MILE.
 QC0903'TURN RIGHT AT THE SIGN BALDY MT. 5 AND GO 1.8 MILES TO THE
 QC0903'AZIMUTH MARK ON THE LEFT SIDE OF THE ROAD.  CONTINUE 2.0
 QC0903'MILES TO END OF TRUCK TRAVEL.  FROM HERE PACK WEST UP TRAIL TO
 QC0903'TOP OF MOUNTAIN AND STATION SITE.  ABOUT A 30 MINUTE PACK.
 QC0903
 QC0903                          STATION RECOVERY (1968)
 QC0903
 QC0903'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (DER)
 QC0903'ALL MARKS IN GOOD CONDITION.
 QC0903'
 QC0903'THE FOREST SERVICE LOOKOUT HOUSE WILL BE DISMANTLED AND REMOVED
 QC0903'AS SOON AS POSSIBLE.
 QC0903'
 QC0903'NEW TO REACH AS FOLLOWS--TO REACH FROM JUNCTION OF STATE HIGHWAY
 QC0903'26 (FRONT STREET) AND BRIDGE STREET AT PRAIRIE CITY, GO S. AND
 QC0903'E. ON BRIDGE STREET FOR 8.4 MI. (BRIDGE STREET BECOMES USFS
 QC0903'RD. 1427), TO JUNCTION WITH RD. 13010.  CONTINUE ON RD. 13010 FOR
 QC0903'3.7 MI. TO JUNCTION WITH RD. 1344 AND SIGN BALDY MTN. L.O. 9
 QC0903'MILE, CONTINUE ON RD. 1344 FOR 8.3 MI. TO TOP OF RIDGE AND SIGN
 QC0903'POINTING TO BALDY MTN. LO.  TURN LEFT ON DIM RD. FOR 0.1 MI.
 QC0903'AND END OF TRUCK TRAVEL, PACK W. UPHILL ON USFS TRAIL TO SUMMIT
 QC0903'AND STATION SITE.  ABOUT A 15 MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC1027 ***********************************************************************
 PC1027  DESIGNATION -  BALDY
 PC1027  PID         -  PC1027
 PC1027  STATE/COUNTY-  OR/DOUGLAS
 PC1027  USGS QUAD   -  WINCHESTER (1987)
 PC1027
 PC1027                         *CURRENT SURVEY CONTROL
 PC1027  ___________________________________________________________________
 PC1027* NAD 83(1991)-  43 16 32.41522(N)    123 19 17.16544(W)     ADJUSTED  
 PC1027* NAVD 88     -       533.59   (+/-2cm)    1750.6    (feet)  VERTCON   
 PC1027  ___________________________________________________________________
 PC1027  LAPLACE CORR-           2.52  (seconds)                    DEFLEC99
 PC1027  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 PC1027  HORZ ORDER  -  SECOND
 PC1027  VERT ORDER  -  THIRD ? (See Below)
 PC1027
 PC1027.The horizontal coordinates were established by classical geodetic methods
 PC1027.and adjusted by the National Geodetic Survey in October 1991.
 PC1027
 PC1027.The NAVD 88 height was computed by applying the VERTCON shift value to
 PC1027.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PC1027.The vertical order pertains to the NGVD 29 superseded value.
 PC1027
 PC1027.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC1027
 PC1027.The geoid height was determined by GEOID03.
 PC1027
 PC1027;                    North         East     Units Scale Factor Converg.
 PC1027;SPC OR S     -   182,589.453 1,271,035.711   MT  0.99989635   -1 55 49.0
 PC1027;SPC OR S     -   599,046.76  4,170,064.67   iFT  0.99989635   -1 55 49.0
 PC1027;UTM  10      - 4,791,478.473   473,917.799   MT  0.99960837   -0 13 13.3
 PC1027
 PC1027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC1027!SPC OR S     -   0.99992003  x   0.99989635  =   0.99981638
 PC1027!UTM  10      -   0.99992003  x   0.99960837  =   0.99952843
 PC1027
 PC1027|---------------------------------------------------------------------|
 PC1027| PID    Reference Object                     Distance      Geod. Az  |
 PC1027|                                                           dddmmss.s |
 PC1027| CD9003 BALDY RM 1                            7.754 METERS 26024     |
 PC1027| PC1028 WILBUR RESET                        APPROX. 7.8 KM 3164441.2 |
 PC1027| CD9004 BALDY RM 2                            6.614 METERS 34614     |
 PC1027|---------------------------------------------------------------------|
 PC1027
 PC1027                          SUPERSEDED SURVEY CONTROL
 PC1027
 PC1027  NAD 83(1986)-  43 16 32.41359(N)    123 19 17.18714(W) AD(       ) 2
 PC1027  NAD 27      -  43 16 32.99345(N)    123 19 12.93072(W) AD(       ) 2
 PC1027  NGVD 29 (07/19/86)  532.52   (m)         1747.1    (f) LEVELING    3  
 PC1027
 PC1027.Superseded values are not recommended for survey control.
 PC1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC1027.See file dsdata.txt to determine how the superseded data were derived.
 PC1027
 PC1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN7391891478(NAD 83)
 PC1027_MARKER: Z = SEE DESCRIPTION
 PC1027_SETTING: 0 = UNSPECIFIED SETTING
 PC1027
 PC1027  HISTORY     - Date     Condition        Report By
 PC1027  HISTORY     - 1971     MONUMENTED       OR-019
 PC1027
 PC1027                          STATION DESCRIPTION
 PC1027
 PC1027'DESCRIBED BY DOUGLAS COUNTY OREGON 1971 (FLI)
 PC1027'STATION LIES ON TOP OF A HIGH BALD HILL KNOWN AS WINCHESTER
 PC1027'BALDY.  STATION MARK IS A D.C.S. BRASS DISK CEMENTED IN A DRILL
 PC1027'HOLE OF ROCK OUTCROP, FLUSH WITH GROUND SURFACE AND MARKED BALDY
 PC1027'1971.  REFERENCE MARK NO. 1 IS A D.C.S. BRASS DISK CEMENTED IN
 PC1027'DRILL HOLE OF ROCK OUTCROP PROJECTING 4 INCHES.  REFERENCE MARK
 PC1027'NO. 2 IS A D.C.S. BRASS DISK CEMENTED IN A DRILL HOLE OF ROCK
 PC1027'OUTCROP PROJECTING 5 INCHES.  TO REACH FOLLOWS.
 PC1027'
 PC1027'IN NORTH ROSEBURG AT THE INTERSECTION OF OLD U.S. HIGHWAY NO. 99
 PC1027'AND NEWTON CREEK ROAD, GO EASTERLY ON NEWTON CREEK ROAD 0.9 MILE
 PC1027'TO STREET LEFT, JOANNE DRIVE.  GO LEFT ON JOANNE DRIVE 0.1 MILE TO
 PC1027'INTERSECTION OF JOANNE DRIVE AND RIDGE AVENUE, GO STRAIGHT AHEAD
 PC1027'150 FEET TO END OF PAVEMENT AND BEGINNING OF DIRT ROAD, GO 0.1
 PC1027'MILE TO FORK, GO SHARP LEFT 0.7 MILE TO TOP OF RIDGE, GO RIGHT
 PC1027'100 FEET TO WIRE GATE, PASS THROUGH GATE AND CONTINUE ALONG TOP
 PC1027'OF RIDGE 0.2 MILE TO FORK, GO LEFT 0.2 MILE TO WIRE GATE, PASS
 PC1027'THROUGH GATE AND CONTINUE ON RIDGE TOP 1.2 MILES TO FORK, GO RIGHT
 PC1027'0.7 MILE TO TOP OF HILL AND STATION.  THIS IS A 4-WHEEL DRIVE
 PC1027'STATION IN DRY WEATHER ONLY.
 PC1027'
 PC1027'T. 26 S., R. 5 W., SEC. 29
 PC1027'
 PC1027'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1237 ***********************************************************************
 OA1237  DESIGNATION -  BALDY
 OA1237  PID         -  OA1237
 OA1237  STATE/COUNTY-  OR/COOS
 OA1237  USGS QUAD   -  ALLEGANY (1971)
 OA1237
 OA1237                         *CURRENT SURVEY CONTROL
 OA1237  ___________________________________________________________________
 OA1237* NAD 83(1991)-  43 28 40.79897(N)    124 06 28.76912(W)     ADJUSTED  
 OA1237* NAVD 88     -       423.9    (meters)    1391.     (feet)  VERTCON   
 OA1237  ___________________________________________________________________
 OA1237  LAPLACE CORR-          13.99  (seconds)                    DEFLEC99
 OA1237  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 OA1237  HORZ ORDER  -  SECOND
 OA1237
 OA1237.The horizontal coordinates were established by classical geodetic methods
 OA1237.and adjusted by the National Geodetic Survey in October 1991.
 OA1237
 OA1237.The NAVD 88 height was computed by applying the VERTCON shift value to
 OA1237.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OA1237
 OA1237.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1237
 OA1237.The geoid height was determined by GEOID03.
 OA1237
 OA1237;                    North         East     Units Scale Factor Converg.
 OA1237;SPC OR S     -   207,495.164 1,208,208.507   MT  0.99990916   -2 28 06.2
 OA1237;SPC OR S     -   680,758.41  3,963,938.67   iFT  0.99990916   -2 28 06.2
 OA1237;UTM  10      - 4,814,494.279   410,392.354   MT  0.99969877   -0 45 44.8
 OA1237
 OA1237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1237!SPC OR S     -   0.99993743  x   0.99990916  =   0.99984660
 OA1237!UTM  10      -   0.99993743  x   0.99969877  =   0.99963622
 OA1237
 OA1237:                Primary Azimuth Mark                     Grid Az
 OA1237:SPC OR S     -  TRAIL BUTTE 2                            068 06 20.7
 OA1237:UTM  10      -  TRAIL BUTTE 2                            066 23 59.3
 OA1237
 OA1237|---------------------------------------------------------------------|
 OA1237| PID    Reference Object                     Distance      Geod. Az  |
 OA1237|                                                           dddmmss.s |
 OA1237| OA1141 TRAIL BUTTE 2                       APPROX. 6.3 KM 0653814.5 |
 OA1237| OA1239 BLUE RIDGE                          APPROX.21.2 KM 1741358.6 |
 OA1237| OA1244 WESTPORT                            APPROX.21.5 KM 2103141.8 |
 OA1237| CD9561 BALDY RM 1                            5.958 METERS 21110     |
 OA1237| OA1396 HANSEN                              APPROX. 2.6 KM 2322135.8 |
 OA1237| CD9562 BALDY RM 2                            4.372 METERS 33530     |
 OA1237|---------------------------------------------------------------------|
 OA1237
 OA1237                          SUPERSEDED SURVEY CONTROL
 OA1237
 OA1237  NAD 83(1986)-  43 28 40.79993(N)    124 06 28.81119(W) AD(       ) 2
 OA1237  NAD 27      -  43 28 41.39100(N)    124 06 24.42200(W) AD(       ) 2
 OA1237  NGVD 29 (07/19/86)  422.8    (m)         1387.     (f) VERT ANG    3  
 OA1237
 OA1237.Superseded values are not recommended for survey control.
 OA1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1237.See file dsdata.txt to determine how the superseded data were derived.
 OA1237
 OA1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP1039214494(NAD 83)
 OA1237_MARKER: Z = SEE DESCRIPTION
 OA1237_SETTING: 0 = UNSPECIFIED SETTING
 OA1237
 OA1237  HISTORY     - Date     Condition        Report By
 OA1237  HISTORY     - 1942     MONUMENTED       USGS
 OA1237  HISTORY     - 1956     SEE DESCRIPTION  CGS
 OA1237  HISTORY     - 1969     SEE DESCRIPTION  CGS
 OA1237
 OA1237                          STATION DESCRIPTION
 OA1237
 OA1237'DESCRIBED BY US GEOLOGICAL SURVEY 1942 (JCS)
 OA1237'STATION IS LOCATED ON THE HIGHEST POINT OF A PROMINENT,
 OA1237'BRUSH-COVERED MOUNTAIN LYING ABOUT 8 MILES NE OF NORTH BEND, AND
 OA1237'ON THE HIGH DIVIDE BETWEEN LARSON SLOUGH ON THE N AND KENTUCK
 OA1237'SLOUGH ON THE S.  IT IS THE HIGHEST POINT ON THE DIVIDE AND
 OA1237'OVERLOOKS THE SURROUNDING COUNTRY.  STATION ELEVATION IS 1385
 OA1237'FEET.
 OA1237'
 OA1237'STATION MARK IS A BRONZE U.S.G.S. DISK SET IN A BURIED BOULDER,
 OA1237'FLUSH WITH THE GROUND, AND ON THE HIGHEST POINT OF THE MOUNTAIN.  IT
 OA1237'IS ABOUT 75 YARDS S OF A LIMBED TREE THAT HAS BEEN USED FOR A
 OA1237'SIGNAL.  MARK IS STAMPED VA BALDY 1942 1385 FEET.
 OA1237'
 OA1237'REFERENCE MARK NO.1 IS A BRONZE U.S.C. AND G.S. DISK SET IN THE
 OA1237'TOP OF AN IRON PIPE PROJECTING ABOUT 10 INCHES ABOVE THE GROUND.  IT
 OA1237'IS AT ABOUT THE SAME ELEVATION AS THE STATION MARK.  MARK IS
 OA1237'STAMPED BALDY NO.1 1942.
 OA1237'
 OA1237'REFERENCE MARK NO.2 IS A BRONZE U.S.C. AND G.S. DISK SET IN THE
 OA1237'TOP OF AN IRON PIPE PROJECTING ABOUT 10 INCHES ABOVE THE GROUND.  IT
 OA1237'IS AT ABOUT THE SAME ELEVATION AS THE STATION MARK.  MARK IS
 OA1237'STAMPED BALDY NO.2 1942.
 OA1237'
 OA1237'STATION TRAIL BUTTE 2 (U.S.G.S.), ABOUT 4 MILES ENE, SERVES AS
 OA1237'THE AZIMUTH MARK.  SEE DESCRIPTION FOR THAT STATION ON HOW TO
 OA1237'REACH.
 OA1237'
 OA1237'NO UNDERGROUND OR WITNESS MARKS WERE ESTABLISHED.
 OA1237'
 OA1237'TO REACH FROM NORTH BEND GO N ON U.S. HIGHWAY 101 FROM THE LARGE
 OA1237'OVERHEAD SIGN AT THE N END OF TOWN 4.0 MILES.  THENCE TURN RIGHT
 OA1237'ONTO GRAVEL ROAD AT SIGN LARSON INLET RD. AND GO NORTH-EASTERLY
 OA1237'ON MAIN ROAD 4.0 MILES TO A FARM ROAD TO THE RIGHT AND A GROUP OF
 OA1237'MAIL BOXES ON A PLANK.  TURN RIGHT ON FARM ROAD AND GO ABOUT 50
 OA1237'YARDS TO TRACK ROAD ON LEFT LEADING ALONG A ROW OF BUSHES.  TURN
 OA1237'LEFT ONTO TRACK ROAD AND CONTINUE UPHILL ABOUT 150 YARDS TO
 OA1237'FARMHOUSE.  PASS THROUGH GATE AND CONTINUE ON ROAD UP STEEP
 OA1237'GRADE ABOUT 0.3 MILE.  KEEP LEFT FORK, STRAIGHT AHEAD, ABOUT 0.3
 OA1237'MILE TO END OF ROAD AT WOOD YARD.  PACK EASTERLY UP RIDGE,
 OA1237'FOLLOWING BRUSHY TRAIL.  CROSS SADDLE AND CONTINUE TO HIGHEST
 OA1237'POINT AND STATION, A DISTANCE OF ABOUT 2 MILES AND A PACK OF
 OA1237'ABOUT 1-1/2 HOURS.
 OA1237
 OA1237                          STATION RECOVERY (1956)
 OA1237
 OA1237'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (BM)
 OA1237'STATION MARK NOT FOUND.  RM 1 FOUND IN GOOD CONDITION.  RM 2
 OA1237'FOUND PROJECTING ABOUT 2 FEET WITH THE PIPE LOOSE IN THE HOLE AND
 OA1237'UNFIT FOR REESTABLISHING THE STATION.  A BRIEF SEARCH DID NOT
 OA1237'REVEAL A MARK CEMENTED IN A BOULDER.  A 2 IN I.D. CAST IRON PIPE
 OA1237'3 FT LONG WITHOUT ANY MARK, BUT WITH ONE END MUTILATED, WAS FOUND
 OA1237'LYING AT THE STATION SITE BESIDE A USC AND GS TYPE FOUR FOOT
 OA1237'STAND.
 OA1237'
 OA1237'IN THE 1942 DESCRIPTION BY J. C. S., 75 YARDS SOUTH OF A LIMBED
 OA1237'TREE SHOULD READ 85 FEET SOUTH OF A LIMBED TREE.
 OA1237'
 OA1237'THE STEEP ROAD TO THE WOODYARD MENTIONED BY J.C.S. HAS NOW BEEN
 OA1237'EXTENDED TO THE RIDGETOP FOR 4-WHEEL DRIVE VEHICLES IN DRY WEATHER,
 OA1237'LEAVING A BACK PACK OF ABOUT 20 MINUTES OR LESS.
 OA1237
 OA1237                          STATION RECOVERY (1969)
 OA1237
 OA1237'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (NET)
 OA1237'REFERENCE MARK NO. 1, STAMPED BALDY NO 1 1942, WAS RECOVERED IN
 OA1237'GOOD CONDITION.  THE STATION MARK AND REFERENCE MARK NO. 2 HAVE
 OA1237'BEEN DESTROYED.  THERE WAS NO UNDERGROUND MARK ESTABLISHED FOR
 OA1237'THIS STATION.  A TV INSTALLATION NOW OCCUPIES THE SAME SUMMIT.  A
 OA1237'TO REACH FOR REFERENCE MARK NO. 1 FOLLOWS.
 OA1237'
 OA1237'TO REACH REFERENCE MARK NO. 1 FROM THE NORTH END OF THE BRIDGE
 OA1237'OVER COOS BAY GO NORTH ON U.S. HIGHWAY 101 FOR 0.1 MILE TO A SIDE
 OA1237'ROAD RIGHT AND SIGN, LARSON INLET HAYNES INLET, TURN RIGHT AS PER
 OA1237'SIGN AND GO EAST ON NORTH BAY DRIVE ALONG THE SOUTH SIDE OF HAYNES
 OA1237'SLOUGH FOR 2.5 MILES TO LARSON WAY ON THE RIGHT, JUST AFTER
 OA1237'CROSSING A WOODEN BRIDGE, TURN RIGHT AND GO SOUTHEAST AND EAST ON
 OA1237'LARSON WAY FOR 3.7 MILES TO A FORK, TAKE RIGHT FORK, ACROSS CATTLE
 OA1237'GUARD AND GO SOUTHEAST AND EAST ON DEAN MOUNTAIN FOREST ROAD FOR
 OA1237'3.0 MILES TO A FORK, TAKE LEFT FORK, UP STEEP GRADE FOR 0.3
 OA1237'MILE TO A REVERSE Y, TURN SHARP RIGHT AND GO NORTHEAST FOR
 OA1237'0.05 MILE TO THE END OF THE ROAD AND THE REFERENCE MARK ALONG
 OA1237'THE NORTH FACE OF THE BUILDING.
 OA1237'
 OA1237'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OA1237'8 MILES NORTHEAST OF NORTH BEND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0905 ***********************************************************************
 QC0905  DESIGNATION -  BALDY MTN LOOKOUT HOUSE
 QC0905  PID         -  QC0905
 QC0905  STATE/COUNTY-  OR/GRANT
 QC0905  USGS QUAD   -  DEARDORFF MTN (1983)
 QC0905
 QC0905                         *CURRENT SURVEY CONTROL
 QC0905  ___________________________________________________________________
 QC0905* NAD 83(1991)-  44 23 36.69833(N)    118 26 48.13502(W)     ADJUSTED  
 QC0905* NAVD 88     -      2326.     (meters)    7631.     (feet)  VERTCON   
 QC0905  ___________________________________________________________________
 QC0905  LAPLACE CORR-           3.76  (seconds)                    DEFLEC99
 QC0905  GEOID HEIGHT-         -17.38  (meters)                     GEOID03
 QC0905  HORZ ORDER  -  SECOND
 QC0905
 QC0905.The horizontal coordinates were established by classical geodetic methods
 QC0905.and adjusted by the National Geodetic Survey in October 1991.
 QC0905
 QC0905.The NAVD 88 height was computed by applying the VERTCON shift value to
 QC0905.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QC0905
 QC0905.The Laplace correction was computed from DEFLEC99 derived deflections.
 QC0905
 QC0905.The geoid height was determined by GEOID03.
 QC0905
 QC0905;                    North         East     Units Scale Factor Converg.
 QC0905;SPC OR N     -    82,850.080 2,663,574.619   MT  0.99998539   +1 27 22.2
 QC0905;SPC OR N     -   271,817.85  8,738,761.87   iFT  0.99998539   +1 27 22.2
 QC0905;UTM  11      - 4,916,600.306   384,780.887   MT  0.99976326   -1 00 43.9
 QC0905
 QC0905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QC0905!SPC OR N     -   0.99963808  x   0.99998539  =   0.99962348
 QC0905!UTM  11      -   0.99963808  x   0.99976326  =   0.99940143
 QC0905
 QC0905                          SUPERSEDED SURVEY CONTROL
 QC0905
 QC0905  NAD 83(1986)-  44 23 36.70348(N)    118 26 48.12902(W) AD(       ) 2
 QC0905  NAD 27      -  44 23 37.12200(N)    118 26 44.35000(W) AD(       ) 2
 QC0905  NGVD 29 (07/19/86) 2325.     (m)         7628.     (f) VERT ANG    3  
 QC0905
 QC0905.Superseded values are not recommended for survey control.
 QC0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0905.See file dsdata.txt to determine how the superseded data were derived.
 QC0905
 QC0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK8478116600(NAD 83)
 QC0905
 QC0905  HISTORY     - Date     Condition        Report By
 QC0905  HISTORY     - 1946     MONUMENTED       CGS
 QC0905
 QC0905                          STATION DESCRIPTION
 QC0905
 QC0905'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 QC0905'STATION IS THE CENTER OF THE BALDY MOUNTAIN LOOKOUT HOUSE WHICH
 QC0905'IS A STANDARD SQUARE LOOKOUT HOUSE OF FOREST SERVICE DESIGN
 QC0905'LOCATED ON A HIGH BARE PEAK LYING IN THE HEADWATERS OF THE JOHN
 QC0905'DAY RIVER AND KNOWN LOCALLY AS BALDY MOUNTAIN.  IT IS ABOUT 13
 QC0905'MILES SOUTHEAST OF PRAIRIE CITY AND VISIBLE FROM THAT
 QC0905'PLACE.  CONNECTED BY TRAVERSE WITH TRIANGULATION STATION BALDY
 QC0905'1946.  CENTER OF BUILDING WAS THE POINT MEASURED TO.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA1220 ***********************************************************************
 RA1220  DESIGNATION -  BALLOON TREE LOOKOUT TOWER
 RA1220  PID         -  RA1220
 RA1220  STATE/COUNTY-  OR/UNION
 RA1220  USGS QUAD   -  PARTRIDGE CREEK (1995)
 RA1220
 RA1220                         *CURRENT SURVEY CONTROL
 RA1220  ___________________________________________________________________
 RA1220* NAD 83(1991)-  45 43 35.04965(N)    117 58 50.29866(W)     ADJUSTED  
 RA1220* NAVD 88     -      1531.     (meters)    5023.     (feet)  SCALED    
 RA1220  ___________________________________________________________________
 RA1220  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 RA1220  GEOID HEIGHT-         -18.25  (meters)                     GEOID03
 RA1220  HORZ ORDER  -  THIRD
 RA1220
 RA1220.The horizontal coordinates were established by classical geodetic methods
 RA1220.and adjusted by the National Geodetic Survey in October 1991.
 RA1220
 RA1220.The orthometric height was scaled from a topographic map.
 RA1220
 RA1220.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1220
 RA1220.The geoid height was determined by GEOID03.
 RA1220
 RA1220;                    North         East     Units Scale Factor Converg.
 RA1220;SPC OR N     -   231,943.108 2,696,074.537   MT  0.99994195   +1 47 12.1
 RA1220;SPC OR N     -   760,968.20  8,845,388.90   iFT  0.99994195   +1 47 12.1
 RA1220;UTM  11      - 5,064,117.269   423,693.593   MT  0.99967158   -0 42 07.9
 RA1220
 RA1220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1220!SPC OR N     -   0.99976286  x   0.99994195  =   0.99970483
 RA1220!UTM  11      -   0.99976286  x   0.99967158  =   0.99943452
 RA1220
 RA1220:                Primary Azimuth Mark                     Grid Az
 RA1220:SPC OR N     -  ACKERS                                   090 25 02.8
 RA1220:UTM  11      -  ACKERS                                   092 54 22.8
 RA1220
 RA1220|---------------------------------------------------------------------|
 RA1220| PID    Reference Object                     Distance      Geod. Az  |
 RA1220|                                                           dddmmss.s |
 RA1220| RA1202 ACKERS                              APPROX.30.9 KM 0921214.9 |
 RA1220| RA1165 POINT PROMINENCE LOOKOUT            APPROX.44.9 KM 1510742.1 |
 RA1220|---------------------------------------------------------------------|
 RA1220
 RA1220                          SUPERSEDED SURVEY CONTROL
 RA1220
 RA1220  NAD 83(1986)-  45 43 35.05275(N)    117 58 50.28932(W) AD(       ) 4
 RA1220  NAD 27      -  45 43 35.55181(N)    117 58 46.52267(W) AD(       ) 3
 RA1220
 RA1220.Superseded values are not recommended for survey control.
 RA1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1220.See file dsdata.txt to determine how the superseded data were derived.
 RA1220
 RA1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML2369464117(NAD 83)
 RA1220
 RA1220  HISTORY     - Date     Condition        Report By
 RA1220  HISTORY     - 1936     MONUMENTED       USFS
 RA1220
 RA1220                          STATION DESCRIPTION
 RA1220
 RA1220'DESCRIBED BY US FOREST SERVICE 1936
 RA1220'THIS OCCUPIED STATION IS THE CENTER OF 60-FOOT BALLOON TREE
 RA1220'LOOKOUT TOWER, SITUATED ABOUT 12.5 MILES N OF ELGIN, 7.5 MILES
 RA1220'SE OF TOLLGATE, AND ABOUT 0.25 MILE E OF HIGHEST POINT OF WOODED
 RA1220'RIDGE.
 RA1220'
 RA1220'REFERENCE MARK IS A DISK SET IN CONCRETE BASE OF NW LEG OF TOWER,
 RA1220'DISTANT 2.94 METERS (9.65 FEET) FROM CENTER IN AZIMUTH 152 DEG
 RA1220'34 MIN.
 RA1220'
 RA1220'TO REACH FROM TOLLGATE, GO SOUTHERLY 5 MILES ON WESTON-ELGIN
 RA1220'HIGHWAY, THEN TURN LEFT AND FOLLOW FOREST ROAD UPHILL, EASTERLY,
 RA1220'THEN S, ABOUT 4 MILES TO SIGN READING BALLOON TREE, 2 MILES.  AT
 RA1220'THIS POINT TURN LEFT AND GO 2 MILES TO STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1769 ***********************************************************************
 RD1769  DESIGNATION -  BALLSTON
 RD1769  PID         -  RD1769
 RD1769  STATE/COUNTY-  OR/POLK
 RD1769  USGS QUAD   -  BALLSTON (1992)
 RD1769
 RD1769                         *CURRENT SURVEY CONTROL
 RD1769  ___________________________________________________________________
 RD1769* NAD 83(1991)-  45 04 00.84987(N)    123 17 55.05725(W)     ADJUSTED  
 RD1769* NAVD 88     -        54.1    (meters)     177.     (feet)  VERTCON   
 RD1769  ___________________________________________________________________
 RD1769  LAPLACE CORR-          -8.40  (seconds)                    DEFLEC99
 RD1769  GEOID HEIGHT-         -21.89  (meters)                     GEOID03
 RD1769  HORZ ORDER  -  FIRST
 RD1769
 RD1769.The horizontal coordinates were established by classical geodetic methods
 RD1769.and adjusted by the National Geodetic Survey in October 1991.
 RD1769
 RD1769.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD1769.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD1769
 RD1769.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1769
 RD1769.The geoid height was determined by GEOID03.
 RD1769
 RD1769;                    North         East     Units Scale Factor Converg.
 RD1769;SPC OR N     -   159,412.617 2,279,661.026   MT  0.99989616   -1 59 05.1
 RD1769;SPC OR N     -   523,007.27  7,479,202.84   iFT  0.99989616   -1 59 05.1
 RD1769;UTM  10      - 4,990,425.862   476,491.030   MT  0.99960680   -0 12 41.1
 RD1769
 RD1769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1769!SPC OR N     -   0.99999495  x   0.99989616  =   0.99989111
 RD1769!UTM  10      -   0.99999495  x   0.99960680  =   0.99960175
 RD1769
 RD1769:                Primary Azimuth Mark                     Grid Az
 RD1769:SPC OR N     -  BALLSTON RM 3 AZIMUTH                    085 45 32.6
 RD1769:UTM  10      -  BALLSTON RM 3 AZIMUTH                    083 59 08.6
 RD1769
 RD1769|---------------------------------------------------------------------|
 RD1769| PID    Reference Object                     Distance      Geod. Az  |
 RD1769|                                                           dddmmss.s |
 RD1769| RD1771 BALLSTON RM 3 AZIMUTH               APPROX. 0.8 KM 0834627.5 |
 RD1769| DD9369 BALLSTON RM 1                        11.712 METERS 10550     |
 RD1769| DD9370 BALLSTON RM 2                        12.073 METERS 25442     |
 RD1769|---------------------------------------------------------------------|
 RD1769
 RD1769                          SUPERSEDED SURVEY CONTROL
 RD1769
 RD1769  NAD 83(1986)-  45 04 00.87587(N)    123 17 55.07072(W) AD(       ) 1
 RD1769  NAD 27      -  45 04 01.45593(N)    123 17 50.69321(W) AD(       ) 1
 RD1769  NGVD 29 (07/19/86)   53.1    (m)          174.     (f) VERT ANG    3  
 RD1769
 RD1769.Superseded values are not recommended for survey control.
 RD1769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1769.See file dsdata.txt to determine how the superseded data were derived.
 RD1769
 RD1769_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ7649190426(NAD 83)
 RD1769_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RD1769_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 RD1769
 RD1769  HISTORY     - Date     Condition        Report By
 RD1769  HISTORY     - 1972     MONUMENTED       NGS
 RD1769
 RD1769                          STATION DESCRIPTION
 RD1769
 RD1769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LDF)
 RD1769'RMS CANNOT BE MEASURED BETWEEN DUE TO OBSTRUCTIONS
 RD1769'
 RD1769'THE STATION IS LOCATED IN A CULTIVATED FIELD APPROXIMATELY 4-1/2
 RD1769'MILES SOUTHEAST OF SHERIDAN, 3 MILES NORTHWEST OF PARRYDALE AND
 RD1769'1 MILE EAST OF BALLSTON.  IT IS ON PROPERTY OWNED BY MR. FANNING,
 RD1769'HE LIVES IN THE FIRST HOUSE EAST OF THE STATION.  IT IS IN THE NE
 RD1769'1/4 SECTION 9, R-S-W, T-6-S.
 RD1769'
 RD1769'TO REACH THE STATION FROM THE POST OFFICE AND CROSSROADS IN
 RD1769'BALLSTON, GO EAST ON THE PAVED ROAD FOR 1.0 MILE TO A DRIVEWAY
 RD1769'AND MAILBOX H.C. LAMB ON THE LEFT, CONTINUE EAST ON THE PAVED
 RD1769'ROAD FOR 0.05 MILE TO THE STATION ON THE LEFT.
 RD1769'
 RD1769'THE STATION IS A STANDARD DISK STAMPED BALLSTON 1972, SET IN AN
 RD1769'IRREGULAR MASS OF CONCRETE THAT IS 18 INCHES BELOW THE GROUND
 RD1769'SURFACE.  IT IS 36 FEET NORTH OF THE APPROXIMATE CENTER OF THE
 RD1769'PAVED ROAD, 17-1/2 FEET NORTHWEST OF A TELEPHONE POLE WITH A
 RD1769'TRIANGLE BLAZE AND 10-1/2 FEET NORTH OF A METAL WITNESS POST
 RD1769'AND 10.2 FEET NORTH OF AN EAST-WEST FENCE.  THE UNDERGROUND DISK
 RD1769'WAS SET TO A DEPTH OF 52 INCHES.
 RD1769'
 RD1769'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BALLSTON NO 1 1972,
 RD1769'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 RD1769'PROJECTS 2 INCHES.  IT IS 37-1/2 FEET EAST OF THE WITNESS POST,
 RD1769'25 FEET NORTH OF THE APPROXIMATE CENTER OF THE ROAD, 23-1/2 FEET
 RD1769'EAST OF THE TELEPHONE POLE AND 1 FOOT NORTH OF THE FENCE.
 RD1769'
 RD1769'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BALLSTON NO 2 1972,
 RD1769'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 RD1769'PROJECTS 2 INCHES.  IT IS 51-1/2 FEET WEST OF THE TELEPHONE POLE,
 RD1769'38 FEET WEST OF THE WITNESS POST, 26 FEET NORTH OF THE APPROXIMATE
 RD1769'CENTER OF THE ROAD AND 1 FOOT NORTH OF THE FENCE.
 RD1769'
 RD1769'REFERENCE MARK 3 IS A STANDARD DISK STAMPED BALLSTON NO 3 1972,
 RD1769'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 RD1769'IS FLUSH WITH THE GROUND SURFACE.  IT IS 24 FEET SOUTH OF THE
 RD1769'APPROXIMATE CENTER OF THE PAVED ROAD, 17 FEET NORTH OF THE NORTH
 RD1769'RAIL OF THE RAILROAD TRACK, 1-1/2 FEET SOUTH OF POWER POLE 55263
 RD1769'AND 1-1/2 FEET NORTH OF THE METAL WITNESS POST.  TO REACH FROM
 RD1769'THE STATION, CONTINUE EAST ON THE PAVED ROAD FOR 0.4 MILE TO
 RD1769'THE MARK ON THE RIGHT.
 RD1769'
 RD1769'HEIGHT OF LIGHT ABOVE STATION MARK 1.9 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1771 ***********************************************************************
 RD1771  DESIGNATION -  BALLSTON RM 3 AZIMUTH
 RD1771  PID         -  RD1771
 RD1771  STATE/COUNTY-  OR/POLK
 RD1771  USGS QUAD   -  BALLSTON (1992)
 RD1771
 RD1771                         *CURRENT SURVEY CONTROL
 RD1771  ___________________________________________________________________
 RD1771* NAD 83(1991)-  45 04 03.54632(N)    123 17 20.15753(W)     ADJUSTED  
 RD1771* NAVD 88     -        55.     (meters)     180.     (feet)  VERTCON   
 RD1771  ___________________________________________________________________
 RD1771  LAPLACE CORR-          -8.51  (seconds)                    DEFLEC99
 RD1771  GEOID HEIGHT-         -21.92  (meters)                     GEOID03
 RD1771  HORZ ORDER  -  SECOND
 RD1771
 RD1771.The horizontal coordinates were established by classical geodetic methods
 RD1771.and adjusted by the National Geodetic Survey in October 1991.
 RD1771
 RD1771.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD1771.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD1771
 RD1771.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1771
 RD1771.The geoid height was determined by GEOID03.
 RD1771
 RD1771;                    North         East     Units Scale Factor Converg.
 RD1771;SPC OR N     -   159,469.406 2,280,426.843   MT  0.99989613   -1 58 40.3
 RD1771;SPC OR N     -   523,193.59  7,481,715.36   iFT  0.99989613   -1 58 40.3
 RD1771;UTM  10      - 4,990,506.299   477,254.502   MT  0.99960636   -0 12 16.4
 RD1771
 RD1771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1771!SPC OR N     -   0.99999481  x   0.99989613  =   0.99989094
 RD1771!UTM  10      -   0.99999481  x   0.99960636  =   0.99960117
 RD1771
 RD1771                          SUPERSEDED SURVEY CONTROL
 RD1771
 RD1771  NAD 83(1986)-  45 04 03.57224(N)    123 17 20.17098(W) AD(       ) 2
 RD1771  NAD 27      -  45 04 04.15202(N)    123 17 15.79437(W) AD(       ) 2
 RD1771  NGVD 29 (07/19/86)   54.     (m)          177.     (f) VERT ANG    3  
 RD1771
 RD1771.Superseded values are not recommended for survey control.
 RD1771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1771.See file dsdata.txt to determine how the superseded data were derived.
 RD1771
 RD1771_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ7725590506(NAD 83)
 RD1771
 RD1771  HISTORY     - Date     Condition        Report By
 RD1771  HISTORY     - 1972     MONUMENTED       NGS
 RD1771
 RD1771                          STATION DESCRIPTION
 RD1771
 RD1771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 RD1771'SEE STATION BALLSTON
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1277 ***********************************************************************
 NZ1277  DESIGNATION -  BALLY
 NZ1277  PID         -  NZ1277
 NZ1277  STATE/COUNTY-  OR/JOSEPHINE
 NZ1277  USGS QUAD   -  ONION MOUNTAIN (1996)
 NZ1277
 NZ1277                         *CURRENT SURVEY CONTROL
 NZ1277  ___________________________________________________________________
 NZ1277* NAD 83(1991)-  42 27 15.91601(N)    123 36 57.92273(W)     ADJUSTED  
 NZ1277* NAVD 88     -      1356.     (meters)    4449.     (feet)  SCALED    
 NZ1277  ___________________________________________________________________
 NZ1277  LAPLACE CORR-           1.83  (seconds)                    DEFLEC99
 NZ1277  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 NZ1277  HORZ ORDER  -  SECOND
 NZ1277
 NZ1277.The horizontal coordinates were established by classical geodetic methods
 NZ1277.and adjusted by the National Geodetic Survey in October 1991.
 NZ1277
 NZ1277.The orthometric height was scaled from a topographic map.
 NZ1277
 NZ1277.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ1277
 NZ1277.The geoid height was determined by GEOID03.
 NZ1277
 NZ1277;                    North         East     Units Scale Factor Converg.
 NZ1277;SPC OR S     -    92,275.060 1,243,740.953   MT  0.99997171   -2 07 54.7
 NZ1277;SPC OR S     -   302,739.70  4,080,514.94   iFT  0.99997171   -2 07 54.7
 NZ1277;UTM  10      - 4,700,415.934   449,341.459   MT  0.99963157   -0 24 57.1
 NZ1277
 NZ1277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NZ1277!SPC OR S     -   0.99979118  x   0.99997171  =   0.99976289
 NZ1277!UTM  10      -   0.99979118  x   0.99963157  =   0.99942282
 NZ1277
 NZ1277:                Primary Azimuth Mark                     Grid Az
 NZ1277:SPC OR S     -  ONION                                    052 13 01.4
 NZ1277:UTM  10      -  ONION                                    050 30 03.8
 NZ1277
 NZ1277|---------------------------------------------------------------------|
 NZ1277| PID    Reference Object                     Distance      Geod. Az  |
 NZ1277|                                                           dddmmss.s |
 NZ1277| NZ1193 ONION                               APPROX.41.2 KM 0500506.7 |
 NZ1277|---------------------------------------------------------------------|
 NZ1277
 NZ1277                          SUPERSEDED SURVEY CONTROL
 NZ1277
 NZ1277  NAD 83(1986)-  42 27 15.90351(N)    123 36 57.93252(W) AD(       ) 2
 NZ1277  NAD 27      -  42 27 16.49700(N)    123 36 53.68500(W) AD(       ) 2
 NZ1277
 NZ1277.Superseded values are not recommended for survey control.
 NZ1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1277.See file dsdata.txt to determine how the superseded data were derived.
 NZ1277
 NZ1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN4934100416(NAD 83)
 NZ1277
 NZ1277  HISTORY     - Date     Condition        Report By
 NZ1277  HISTORY     - 1943     MONUMENTED       USGS
 NZ1277
 NZ1277                          STATION DESCRIPTION
 NZ1277
 NZ1277'DESCRIBED BY US GEOLOGICAL SURVEY 1943
 NZ1277'SEE STATION BALLY ONION
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB1341 ***********************************************************************
 RB1341  DESIGNATION -  BALLY MOUNTAIN LOT
 RB1341  PID         -  RB1341
 RB1341  STATE/COUNTY-  OR/UNION
 RB1341  USGS QUAD   -  BALLY MOUNTAIN (1995)
 RB1341
 RB1341                         *CURRENT SURVEY CONTROL
 RB1341  ___________________________________________________________________
 RB1341* NAD 83(1991)-  45 17 22.42153(N)    118 34 26.65211(W)     ADJUSTED  
 RB1341* NAVD 88     -      1438.46   (+/-2cm)    4719.3    (feet)  VERTCON   
 RB1341  ___________________________________________________________________
 RB1341  LAPLACE CORR-           3.23  (seconds)                    DEFLEC99
 RB1341  GEOID HEIGHT-         -18.06  (meters)                     GEOID03
 RB1341  HORZ ORDER  -  THIRD
 RB1341  VERT ORDER  -  THIRD ? (See Below)
 RB1341
 RB1341.The horizontal coordinates were established by classical geodetic methods
 RB1341.and adjusted by the National Geodetic Survey in October 1991.
 RB1341
 RB1341.The NAVD 88 height was computed by applying the VERTCON shift value to
 RB1341.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RB1341.The vertical order pertains to the NGVD 29 superseded value.
 RB1341
 RB1341.The Laplace correction was computed from DEFLEC99 derived deflections.
 RB1341
 RB1341.The geoid height was determined by GEOID03.
 RB1341
 RB1341;                    North         East     Units Scale Factor Converg.
 RB1341;SPC OR N     -   182,139.139 2,651,056.774   MT  0.99989680   +1 21 57.0
 RB1341;SPC OR N     -   597,569.35  8,697,692.83   iFT  0.99989680   +1 21 57.0
 RB1341;UTM  11      - 5,016,322.956   376,565.802   MT  0.99978733   -1 07 07.6
 RB1341
 RB1341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RB1341!SPC OR N     -   0.99977736  x   0.99989680  =   0.99967418
 RB1341!UTM  11      -   0.99977736  x   0.99978733  =   0.99956473
 RB1341
 RB1341:                Primary Azimuth Mark                     Grid Az
 RB1341:SPC OR N     -  TIP TOP LOOKOUT TOWER                    033 18 14.8
 RB1341:UTM  11      -  TIP TOP LOOKOUT TOWER                    035 47 19.4
 RB1341
 RB1341|---------------------------------------------------------------------|
 RB1341| PID    Reference Object                     Distance      Geod. Az  |
 RB1341|                                                           dddmmss.s |
 RB1341| RB1335 TIP TOP LOOKOUT TOWER               APPROX.21.0 KM 0344011.8 |
 RB1341| RB1334 FLAT LAKE LOOKOUT TOWER             APPROX.14.2 KM 0573840.6 |
 RB1341|---------------------------------------------------------------------|
 RB1341
 RB1341                          SUPERSEDED SURVEY CONTROL
 RB1341
 RB1341  NAD 83(1986)-  45 17 22.42444(N)    118 34 26.64332(W) AD(       ) 4
 RB1341  NAD 27      -  45 17 22.93659(N)    118 34 22.78890(W) AD(       ) 3
 RB1341  NGVD 29 (07/19/86) 1437.30   (m)         4715.5    (f) LEVELING    3  
 RB1341
 RB1341.Superseded values are not recommended for survey control.
 RB1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1341.See file dsdata.txt to determine how the superseded data were derived.
 RB1341
 RB1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL7656616323(NAD 83)
 RB1341
 RB1341  HISTORY     - Date     Condition        Report By
 RB1341  HISTORY     - 1936     MONUMENTED       USFS
 RB1341
 RB1341                          STATION DESCRIPTION
 RB1341
 RB1341'DESCRIBED BY US FOREST SERVICE 1936
 RB1341'THIS OCCUPIED STATION IS ON THE HIGHEST PART OF BALLY MOUNTAIN,
 RB1341'IN THE BLUE MOUNTAINS, 24 MILES AIR LINE W OF LA GRANDE AND 13.5
 RB1341'MILES AIR LINE SW OF KAMELA.
 RB1341'
 RB1341'STATION IS CENTER OF THE LOOKOUT TOWER, 60 FEET HIGH, WITH
 RB1341'LOOKOUT HOUSE ON TOP.
 RB1341'
 RB1341'REFERENCE MARK CONSISTS OF FOREST SERVICE DISK IN ROCK OUTCROP,
 RB1341'0.61 METER (2 FEET) SW OF CENTER OF TOWER IN AZIMUTH 42 DEG 40 MIN.
 RB1341'
 RB1341'TO REACH FROM KAMELA, GO W ON PILOT ROCK ROAD ABOUT 14 MILES,
 RB1341'THENCE SOUTHERLY ON BALLY MOUNTAIN ROAD ABOUT 6 MILES TO STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1276 ***********************************************************************
 NZ1276  DESIGNATION -  BALLY ONION
 NZ1276  PID         -  NZ1276
 NZ1276  STATE/COUNTY-  OR/JOSEPHINE
 NZ1276  USGS QUAD   -  ONION MOUNTAIN (1996)
 NZ1276
 NZ1276                         *CURRENT SURVEY CONTROL
 NZ1276  ___________________________________________________________________
 NZ1276* NAD 83(1991)-  42 27 14.71860(N)    123 36 58.06748(W)     ADJUSTED  
 NZ1276* NAVD 88     -      1355.7    (meters)    4448.     (feet)  VERTCON   
 NZ1276  ___________________________________________________________________
 NZ1276  LAPLACE CORR-           1.83  (seconds)                    DEFLEC99
 NZ1276  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 NZ1276  HORZ ORDER  -  SECOND
 NZ1276
 NZ1276.The horizontal coordinates were established by classical geodetic methods
 NZ1276.and adjusted by the National Geodetic Survey in October 1991.
 NZ1276
 NZ1276.The NAVD 88 height was computed by applying the VERTCON shift value to
 NZ1276.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NZ1276
 NZ1276.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ1276
 NZ1276.The geoid height was determined by GEOID03.
 NZ1276
 NZ1276;                    North         East     Units Scale Factor Converg.
 NZ1276;SPC OR S     -    92,238.262 1,243,736.274   MT  0.99997178   -2 07 54.8
 NZ1276;SPC OR S     -   302,618.97  4,080,499.59   iFT  0.99997178   -2 07 54.8
 NZ1276;UTM  10      - 4,700,379.025   449,337.884   MT  0.99963158   -0 24 57.2
 NZ1276
 NZ1276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NZ1276!SPC OR S     -   0.99979123  x   0.99997178  =   0.99976301
 NZ1276!UTM  10      -   0.99979123  x   0.99963158  =   0.99942288
 NZ1276
 NZ1276|---------------------------------------------------------------------|
 NZ1276| PID    Reference Object                     Distance      Geod. Az  |
 NZ1276|                                                           dddmmss.s |
 NZ1276| NZ1277 BALLY                                37.095 METERS 00507     |
 NZ1276| NZ1209 SEXTON MOUNTAIN BEACON 36           APPROX.26.2 KM 0514101.0 |
 NZ1276| CD9010 BALLY ONION RM 1                     11.291 METERS 06705     |
 NZ1276| CD9009 BALLY ONION AZ MK 2                                1522640.9 |
 NZ1276| CD9008 BALLY ONION AZ MK                                  1525128.7 |
 NZ1276| NZ1279 SERPENTINE LOOKOUT TOWER            APPROX.10.3 KM 1990554.7 |
 NZ1276| NZ1300 SILVER PEAK LOOKOUT TOWER           APPROX.28.4 KM 2754614.7 |
 NZ1276| CD9011 BALLY ONION RM 2                      4.000 METERS 28227     |
 NZ1276| NZ1317 FISHHOOK LOOKOUT TOWER              APPROX.25.8 KM 2893733.2 |
 NZ1276| NZ1314 HOBSON HORN LOOKOUT TOWER           APPROX.17.6 KM 3082830.1 |
 NZ1276| NZ1311 BEAR CAMP LOOKOUT TOWER             APPROX.26.6 KM 3181905.9 |
 NZ1276| NZ1310 PEAVINE LOOKOUT TOWER               APPROX.15.9 KM 3480121.8 |
 NZ1276| NZ1278 ONION MOUNTAIN LOOKOUT TOWER         37.050 METERS 35935     |
 NZ1276|---------------------------------------------------------------------|
 NZ1276
 NZ1276                          SUPERSEDED SURVEY CONTROL
 NZ1276
 NZ1276  NAD 83(1986)-  42 27 14.70612(N)    123 36 58.07726(W) AD(       ) 2
 NZ1276  NAD 27      -  42 27 15.30010(N)    123 36 53.83050(W) AD(       ) 2
 NZ1276  NGVD 29 (07/19/86) 1354.7    (m)         4445.     (f) VERT ANG    3  
 NZ1276
 NZ1276.Superseded values are not recommended for survey control.
 NZ1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1276.See file dsdata.txt to determine how the superseded data were derived.
 NZ1276
 NZ1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN4933800379(NAD 83)
 NZ1276_MARKER: Z = SEE DESCRIPTION
 NZ1276_SETTING: 0 = UNSPECIFIED SETTING
 NZ1276
 NZ1276  HISTORY     - Date     Condition        Report By
 NZ1276  HISTORY     - 1943     MONUMENTED       CGS
 NZ1276  HISTORY     - 1970     SEE DESCRIPTION  NGS
 NZ1276  HISTORY     - 1972     SEE DESCRIPTION  NGS
 NZ1276  HISTORY     - 1976     SEE DESCRIPTION  NGS
 NZ1276
 NZ1276                          STATION DESCRIPTION
 NZ1276
 NZ1276'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (JCS)
 NZ1276'STATION IS LOCATED ON THE HIGHEST POINT OF ONION MOUNTAIN, ABOUT
 NZ1276'12.0 MILES N OF SELMA, AND ABOUT 15.0 MILES WNW OF GRANTS PASS.  IT
 NZ1276'IS 125.0 FEET S OF ONION LOOKOUT, SET IN A BARREN BEDROCK
 NZ1276'OUTCROP BREAKING OFF TO THE S.
 NZ1276'
 NZ1276'STATION MARK IS A BRONZE STATION DISK SET IN BEDROCK FLUSH WITH
 NZ1276'THE GROUND.  STAMPED BALLY ONION 1943.
 NZ1276'
 NZ1276'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK ENE OF STATION, SET
 NZ1276'IN BEDROCK ABOUT FLUSH WITH THE GROUND, AND ABOUT 4 FEET LOWER
 NZ1276'THAN STATION.  STAMPED BALLY ONION NO. 1 1943.
 NZ1276'
 NZ1276'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK W OF STATION,
 NZ1276'CEMENTED IN DRILL HOLE IN BEDROCK, ABOUT 2.0 FEET HIGHER THAN
 NZ1276'STATION, AND ABOUT 2 FEET HIGHER THAN THE GENERAL SURFACE OF
 NZ1276'BEDROCK.  STAMPED BALLY ONION NO. 2 1943.
 NZ1276'
 NZ1276'AZIMUTH MARK IS ABOUT 0.8 MILE, AIR LINE, SSE OF STATION ON
 NZ1276'ROAD LEADING TO STATION, ABOUT 20 FEET E OF CENTER LINE OF ROAD,
 NZ1276'AND ABOUT 6 FEET HIGHER THAN THE ROAD.  IT IS A BRONZE AZIMUTH
 NZ1276'DISK SET IN DRILL HOLE OF BEDROCK PROJECTING ABOUT 18.0
 NZ1276'INCHES.  STAMPED BALLY ONION 1943.
 NZ1276'
 NZ1276'U.S.G.S. STATION BALLY IS A BRONZE DISK IN A ROCK, FLUSH WITH
 NZ1276'THE GROUND, ABOUT 3 FEET S OF THE SW CORNER OF LOOKOUT, AND
 NZ1276'121.700 FEET N OF U.S.C. AND G.S. STATION.  U.S.G.S. STATION IS
 NZ1276'STAMPED U.S.G.S. BALLY.
 NZ1276'
 NZ1276'TO REACH FROM GRANTS PASS, GO W AND SW ON U.S. HIGHWAY 199 FROM
 NZ1276'THE MAIN JUNCTION ON THE S SIDE OF TOWN, 14.0 MILES TO A SMALL
 NZ1276'SHELL STATION ON RIGHT.  TURN RIGHT HERE AT SIGNS READING
 NZ1276'SERPENTINE G.S. 8 ONION MTN. 8 AND GO 0.1 MILE.  TAKE
 NZ1276'RIGHT FORK FOLLOWING MAIN ROAD UP THE MOUNTAIN 6.4 MILES TO A
 NZ1276'CROSS ROAD.  TAKE THE RIGHT FORK AS PER THE SIGN ONION MTN. 8
 NZ1276'AND GO N ALONG MOUNTAIN TOP 6.7 MILES.  HERE TAKE RIGHT FORK AT
 NZ1276'SIGN READING ONION MTN. L.O. FOR 0.9 MILE AND STATION SITE.
 NZ1276
 NZ1276                          STATION RECOVERY (1970)
 NZ1276
 NZ1276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 NZ1276'THE STATION MARK, AND BOTH REFERENCE MARKS WERE RECOVERED IN
 NZ1276'GOOD CONDITION AS DESCRIBED.  THE AZIMUTH MARK WAS SEARCHED FOR
 NZ1276'BUT NOT RECOVERED.  IT IS NOT BELIEVED TO BE DESTROYED.  A NEW
 NZ1276'TO REACH FOLLOWS.
 NZ1276'
 NZ1276'TO REACH THE STATION FROM THE GRANTS PASS POST OFFICE GO
 NZ1276'SOUTHWEST ON U.S. HIGHWAY 199 FOR 18.0 MILES TO A SIDE ROAD
 NZ1276'RIGHT, OPPOSITE A HIGHWAY STOCK PILE, THIS IS 0.35 MILE AFTER
 NZ1276'PASSING MILE POST 16 AT THE SUMMIT OF HAYES HILL, TURN RIGHT,
 NZ1276'AND FOLLOW FOREST SERVICE ROAD NO. 354 NORTHERLY FOR 15.0 MILES
 NZ1276'TO THE JUNCTION WITH FOREST SERVICE ROAD 354A AT A FORK, TAKE
 NZ1276'THE RIGHT FORK, AS PER SIGN, ONION MTN. L.O. 1, AND GO
 NZ1276'NORTHWEST ON FOREST SERVICE ROAD 354A FOR 1.0 MILE TO THE
 NZ1276'LOOKOUT AT THE END OF THE ROAD AND THE STATION.
 NZ1276'
 NZ1276'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NZ1276'15 MILES WEST-NORTHWEST OF GRANTS PASS.
 NZ1276
 NZ1276                          STATION RECOVERY (1972)
 NZ1276
 NZ1276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 NZ1276'THE STATION MARK, AND BOTH REFERENCE MARKS WERE RECOVERED IN
 NZ1276'GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT
 NZ1276'RECOVERED.  IT IS BELIEVED TO BE DESTROYED WHEN A NEW ROAD WAS
 NZ1276'BUILT.  A NEW AZIMUTH MARK WAS ESTABLISHED.  A NEW AND COMPLETE
 NZ1276'DESCRIPTION FOLLOWS.
 NZ1276'
 NZ1276'THE STATION IS ON THE SUMMIT OF ONION MOUNTAIN.  A FOREST
 NZ1276'SERVICE LOOKOUT OCCUPIES THE SAME SUMMIT.
 NZ1276'
 NZ1276'TO REACH THE STATION FROM THE GRANTS PASS POST OFFICE GO
 NZ1276'SOUTHWEST ON U.S. HIGHWAY 199 FOR 16.5 MILES TO MILEPOST NO. 16,
 NZ1276'AT THE SUMMIT OF HAYES HILL.  CONTINUE SOUTHWEST ON THE HIGHWAY
 NZ1276'FOR 0.4 MILE TO A SIDE ROAD RIGHT, AND A HIGHWAY STOCKPILE ON
 NZ1276'THE LEFT.  TURN RIGHT AS PER SIGN, ONION MTN., AND GO WEST, AND
 NZ1276'NORTH ON FOREST SERVICE ROAD 354 FOR 14.0 MILES TO THE JUNCTION
 NZ1276'WITH FOREST SERVICE ROAD 3648, AND THE AZIMUTH MARK ON THE
 NZ1276'RIGHT.  CONTINUE NORTH ON FOREST SERVICE ROAD 354 FOR 0.7 MILE
 NZ1276'TO THE JUNCTION WITH FOREST SERVICE ROAD 354A, AND SIGN,
 NZ1276'ONION MTN L. O. 1, GO NORTHWEST AS PER SIGN ON FOREST SERVICE
 NZ1276'ROAD 354A FOR 1.0 MILE TO THE LOOKOUT, AND STATION AT THE
 NZ1276'END OF THE ROAD.
 NZ1276'
 NZ1276'THE STATION MARK, STAMPED BALLY ONION 1943, IS A STANDARD DISK
 NZ1276'CEMENTED IN A DRILL HOLE IN BEDROCK, 121 FEET SOUTH OF THE
 NZ1276'LOOKOUT TOWER, 78 FEET SOUTH OF THE CENTER OF THE ROAD, AND 68
 NZ1276'FEET SOUTH-SOUTHWEST OF THE FLAGSTAFF.  (NOTE 2)
 NZ1276'
 NZ1276'REFERENCE MARK NO. 1, STAMPED BALLY ONION NO 1 1943, IS A
 NZ1276'STANDARD DISK CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS 4 FEET
 NZ1276'LOWER THAN THE STATION.  (NOTE 12A)
 NZ1276'
 NZ1276'REFERENCE MARK NO. 2, STAMPED BALLY ONION NO 2 1943, IS A
 NZ1276'STANDARD DISK CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS 1 FOOT
 NZ1276'HIGHER THAN THE STATION.  (NOTE 12A)
 NZ1276'
 NZ1276'THE AZIMUTH MARK, STAMPED BALLY ONION 1943 1972, IS A STANDARD
 NZ1276'DISK CEMENTED IN A DRILL HOLE IN BEDROCK, 125 FEET SOUTHEAST OF
 NZ1276'THE JUNCTION OF FOREST SERVICE ROADS 354, AND 3648, 75 FEET
 NZ1276'SOUTH, AND 20 FEET HIGHER THAN FOREST SERVICE ROAD 3648.  (NOTE
 NZ1276'17A)
 NZ1276'
 NZ1276'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NZ1276'GRANTS PASS.
 NZ1276
 NZ1276                          STATION RECOVERY (1976)
 NZ1276
 NZ1276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 NZ1276'THE STATION MARK, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK
 NZ1276'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE RECOVERY
 NZ1276'NOTE DATED 1972.  THE TO REACH IS CORRECT, AND ADEQUATE FOR
 NZ1276'RECOVERY.
 NZ1276'
 NZ1276'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NZ1276'18 MILES WEST OF GRANTS PASS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0844 ***********************************************************************
 PC0844  DESIGNATION -  BALM MOUNTAIN LOH
 PC0844  PID         -  PC0844
 PC0844  STATE/COUNTY-  OR/DOUGLAS
 PC0844  USGS QUAD   -  STALEY RIDGE (1997)
 PC0844
 PC0844                         *CURRENT SURVEY CONTROL
 PC0844  ___________________________________________________________________
 PC0844* NAD 83(1991)-  43 22 48.87537(N)    122 25 18.41394(W)     ADJUSTED  
 PC0844* NAVD 88     -              **(meters)            **(feet)            
 PC0844  ___________________________________________________________________
 PC0844  LAPLACE CORR-           6.94  (seconds)                    DEFLEC99
 PC0844  GEOID HEIGHT-         -22.36  (meters)                     GEOID03
 PC0844  HORZ ORDER  -  THIRD
 PC0844
 PC0844.The horizontal coordinates were established by classical geodetic methods
 PC0844.and adjusted by the National Geodetic Survey in October 1991.
 PC0844
 PC0844
 PC0844.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC0844
 PC0844.The geoid height was determined by GEOID03.
 PC0844
 PC0844;                    North         East     Units Scale Factor Converg.
 PC0844;SPC OR S     -   192,135.512 1,344,294.847   MT  0.99990141   -1 18 53.2
 PC0844;SPC OR S     -   630,365.85  4,410,416.16   iFT  0.99990141   -1 18 53.2
 PC0844;UTM  10      - 4,803,203.890   546,838.009   MT  0.99962699   +0 23 49.7
 PC0844
 PC0844                          SUPERSEDED SURVEY CONTROL
 PC0844
 PC0844  NAD 83(1986)-  43 22 48.87704(N)    122 25 18.43080(W) AD(       ) 4
 PC0844  NAD 27      -  43 22 49.31600(N)    122 25 14.02000(W) AD(       ) 3
 PC0844
 PC0844.Superseded values are not recommended for survey control.
 PC0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0844.See file dsdata.txt to determine how the superseded data were derived.
 PC0844
 PC0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP4683803204(NAD 83)
 PC0844
 PC0844  HISTORY     - Date     Condition        Report By
 PC0844  HISTORY     - 1935     MONUMENTED       USFS
 PC0844
 PC0844                          STATION DESCRIPTION
 PC0844
 PC0844'DESCRIBED BY US FOREST SERVICE 1935 (NS)
 PC0844'THIS INTERSECTED STATION IS THE CENTER OF THE U.S. FOREST SERVICE
 PC0844'LOOKOUT HOUSE ON BALM MOUNTAIN, IN THE CALAPOOYA MOUNTAINS NORTH
 PC0844'OF NORTH UMPQUA RIVER, AND ABOUT 22 MILES NORTHWEST OF DIAMOND
 PC0844'LAKE, AIRLINE.  TO REACH FROM DIAMOND LAKE, DRIVE TO THE END OF
 PC0844'THE THORN PRAIRIE ROAD, FROM WHICH POINT IT IS ABOUT 15 MILES BY
 PC0844'TRAIL BY WAY OF UMPQUA HOT SPRINGS AND CINDER PRAIRIE.  THE
 PC0844'LOOKOUT MAY ALSO BE REACHED FROM MIDDLE FORK WILLAMETTE RIVER
 PC0844'OVER THE STALEY CREEK ROAD AND TRAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0842 ***********************************************************************
 PC0842  DESIGNATION -  BALM MTN
 PC0842  PID         -  PC0842
 PC0842  STATE/COUNTY-  OR/DOUGLAS
 PC0842  USGS QUAD   -  STALEY RIDGE (1997)
 PC0842
 PC0842                         *CURRENT SURVEY CONTROL
 PC0842  ___________________________________________________________________
 PC0842* NAD 83(1991)-  43 22 48.37053(N)    122 25 18.08535(W)     ADJUSTED  
 PC0842* NAVD 88     -      1869.6    (meters)    6134.     (feet)  VERTCON   
 PC0842  ___________________________________________________________________
 PC0842  LAPLACE CORR-           6.92  (seconds)                    DEFLEC99
 PC0842  GEOID HEIGHT-         -22.36  (meters)                     GEOID03
 PC0842  HORZ ORDER  -  SECOND
 PC0842
 PC0842.The horizontal coordinates were established by classical geodetic methods
 PC0842.and adjusted by the National Geodetic Survey in October 1991.
 PC0842
 PC0842.The NAVD 88 height was computed by applying the VERTCON shift value to
 PC0842.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PC0842
 PC0842.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC0842
 PC0842.The geoid height was determined by GEOID03.
 PC0842
 PC0842;                    North         East     Units Scale Factor Converg.
 PC0842;SPC OR S     -   192,119.768 1,344,301.884   MT  0.99990140   -1 18 53.0
 PC0842;SPC OR S     -   630,314.20  4,410,439.25   iFT  0.99990140   -1 18 53.0
 PC0842;UTM  10      - 4,803,188.368   546,845.510   MT  0.99962699   +0 23 50.0
 PC0842
 PC0842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC0842!SPC OR S     -   0.99971041  x   0.99990140  =   0.99961184
 PC0842!UTM  10      -   0.99971041  x   0.99962699  =   0.99933751
 PC0842
 PC0842:                Primary Azimuth Mark                     Grid Az
 PC0842:SPC OR S     -  DOME ROCK LOOKOUT HOUSE                  012 21 59.6
 PC0842:UTM  10      -  DOME ROCK LOOKOUT HOUSE                  010 39 16.6
 PC0842
 PC0842|---------------------------------------------------------------------|
 PC0842| PID    Reference Object                     Distance      Geod. Az  |
 PC0842|                                                           dddmmss.s |
 PC0842| PC0845 DOME ROCK LOOKOUT HOUSE             APPROX. 8.1 KM 0110306.6 |
 PC0842| CD9012 BALM MTN RM 1                         8.240 METERS 19654     |
 PC0842| PC0843 BALM MTN LO                           2.767 METERS 34810     |
 PC0842|---------------------------------------------------------------------|
 PC0842
 PC0842                          SUPERSEDED SURVEY CONTROL
 PC0842
 PC0842  NAD 83(1986)-  43 22 48.37274(N)    122 25 18.10104(W) AD(       ) 2
 PC0842  NAD 27      -  43 22 48.93650(N)    122 25 13.94310(W) AD(       ) 2
 PC0842  NGVD 29 (07/19/86) 1868.3    (m)         6130.     (f) VERT ANG    3  
 PC0842
 PC0842.Superseded values are not recommended for survey control.
 PC0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0842.See file dsdata.txt to determine how the superseded data were derived.
 PC0842
 PC0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP4684603188(NAD 83)
 PC0842_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PC0842_SETTING: 80 = SET IN A BOULDER
 PC0842_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 PC0842
 PC0842  HISTORY     - Date     Condition        Report By
 PC0842  HISTORY     - 1953     MONUMENTED       CGS
 PC0842
 PC0842                          STATION DESCRIPTION
 PC0842
 PC0842'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (HSC)
 PC0842'THE STATION IS LOCATED 22 MILES NORTHWEST OF DIAMOND LAKE, 8 MILES
 PC0842'NORTH OF TOKETEE FALLS ON THE NORTH UMPQUA RIVER AND ON THE
 PC0842'HIGHEST POINT OF A HIGH, NARROW GROUP OF BOULDERS ON THE SUMMIT
 PC0842'OF BALM MTN.
 PC0842'
 PC0842'TO REACH THE STATION FROM THE NORTH EDGE OF THE MORRISON-KNUTSON
 PC0842'CONSTRUCTION CAMP AT TOKETEE FALLS, FOLLOW THE MOUNTAIN MEADOWS
 PC0842'TRAIL TO MOUNTAIN MEADOWS THENCE NORTH ON THE CINDER PRAIRIE TRAIL
 PC0842'TO THE CINDER PRAIRIE L.O.H.  CONTINUE AHEAD FROM THE NORTHEAST
 PC0842'CORNER OF THE PASTURE AT CINDER PRAIRIE, ON THE SKIPPER LAKES
 PC0842'TRAIL FOR ABOUT 3 MILES TO THE BALM MTN. TRAIL.  PROCEED,
 PC0842'GENERALLY NORTH, TO THE JUNCTION WITH THE STALEY CREEK TRAIL,
 PC0842'THENCE SHARP RIGHT, EASTERLY, FOR APPROXIMATELY 1.5 MILES TO
 PC0842'THE LOOKOUT HOUSE (UNMANNED SINCE 1944) AND THE STATION SITE.
 PC0842'
 PC0842'THE STATION MARK, NOTE 4, IS A STANDARD DISK SET IN A DRILL HOLE
 PC0842'IN A BOULDER, 21 FEET SOUTH OF LOOKOUT AND NEAR THE CENTER OF
 PC0842'THE GROUP OF BOULDERS.  IT IS STAMPED BALM MTN. 1953.
 PC0842'
 PC0842'REFERENCE MARK NO. 1, NOTE 12C, IS A STANDARD DISK SET IN A DRILL
 PC0842'HOLE IN A ROUND, UPRIGHT BOULDER NEAR THE SOUTH END OF THE GROUP
 PC0842'OF BOULDERS.  IT IS STAMPED BALM MTN. NO 1 1953.
 PC0842'
 PC0842'BALM MTN. L.O. (USFS) IS A STANDARD FOREST SERVICE DISK SET IN
 PC0842'A DRILL HOLE IN A SMALL BOULDER, 16.5 FEET SOUTH OF THE SOUTHEAST
 PC0842'CORNER OF THE LOOKOUT.  IT IS STAMPED BALM MTN. L.O. 1935.
 PC0842'
 PC0842'STATION CINDER PRAIRIE WAS OBSERVED AS A RECIPROCAL AZIMUTH MARK
 PC0842'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0843 ***********************************************************************
 PC0843  DESIGNATION -  BALM MTN LO
 PC0843  PID         -  PC0843
 PC0843  STATE/COUNTY-  OR/DOUGLAS
 PC0843  USGS QUAD   -  STALEY RIDGE (1997)
 PC0843
 PC0843                         *CURRENT SURVEY CONTROL
 PC0843  ___________________________________________________________________
 PC0843* NAD 83(1991)-  43 22 48.45828(N)    122 25 18.11055(W)     ADJUSTED  
 PC0843* NAVD 88     -      1869.     (meters)    6132.     (feet)  SCALED    
 PC0843  ___________________________________________________________________
 PC0843  LAPLACE CORR-           6.93  (seconds)                    DEFLEC99
 PC0843  GEOID HEIGHT-         -22.36  (meters)                     GEOID03
 PC0843  HORZ ORDER  -  THIRD
 PC0843
 PC0843.The horizontal coordinates were established by classical geodetic methods
 PC0843.and adjusted by the National Geodetic Survey in October 1991.
 PC0843
 PC0843.The orthometric height was scaled from a topographic map.
 PC0843
 PC0843.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC0843
 PC0843.The geoid height was determined by GEOID03.
 PC0843
 PC0843;                    North         East     Units Scale Factor Converg.
 PC0843;SPC OR S     -   192,122.488 1,344,301.379   MT  0.99990141   -1 18 53.0
 PC0843;SPC OR S     -   630,323.12  4,410,437.60   iFT  0.99990141   -1 18 53.0
 PC0843;UTM  10      - 4,803,191.071   546,844.925   MT  0.99962699   +0 23 49.9
 PC0843
 PC0843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC0843!SPC OR S     -   0.99971046  x   0.99990141  =   0.99961190
 PC0843!UTM  10      -   0.99971046  x   0.99962699  =   0.99933756
 PC0843
 PC0843                          SUPERSEDED SURVEY CONTROL
 PC0843
 PC0843  NAD 83(1986)-  43 22 48.46050(N)    122 25 18.12623(W) AD(       ) 3
 PC0843  NAD 27      -  43 22 49.02420(N)    122 25 13.96830(W) AD(       ) 3
 PC0843
 PC0843.Superseded values are not recommended for survey control.
 PC0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0843.See file dsdata.txt to determine how the superseded data were derived.
 PC0843
 PC0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP4684503191(NAD 83)
 PC0843_MARKER: DD = SURVEY DISK
 PC0843_SETTING: 0 = UNSPECIFIED SETTING
 PC0843_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PC0843
 PC0843  HISTORY     - Date     Condition        Report By
 PC0843  HISTORY     - 1935     MONUMENTED       USFS
 PC0843  HISTORY     - 1980     GOOD             USFS
 PC0843
 PC0843                          STATION DESCRIPTION
 PC0843
 PC0843'DESCRIBED BY US FOREST SERVICE 1980 (HPH)
 PC0843'THE MARK IS A STANDARD FOREST SERVICE DISK SET IN A DRILL HOLE
 PC0843'IN A SMALL BOULDER, 16.5 FEET SOUTH OF THE SOUTHEAST CORNER OF
 PC0843'THE NOW ABANDONED LOOKOUT HOUSE.  IT IS STAMPED BALM MTN, L.O.
 PC0843'1935.
 PC0843'
 PC0843'THIS MARK IS REACHED BY HORSE PACK FROM TOKETEE FALLS.  7 HOURS
 PC0843'VIA CINDER PRAIRIE TRAIL.
 PC0843'
 PC0843'A TRAVERSE CONNECTION WAS MADE FROM STATION BALM MTN.  SEE
 PC0843'DESCRIPTION THEREOF.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0550 ***********************************************************************
 QE0550  DESIGNATION -  BAM
 QE0550  PID         -  QE0550
 QE0550  STATE/COUNTY-  OR/LINN
 QE0550  USGS QUAD   -  TANGENT (1986)
 QE0550
 QE0550                         *CURRENT SURVEY CONTROL
 QE0550  ___________________________________________________________________
 QE0550* NAD 83(1986)-  44 37 03.     (N)    123 06 32.     (W)     SCALED    
 QE0550* NAVD 88     -        69.823  (meters)     229.08   (feet)  ADJUSTED  
 QE0550  ___________________________________________________________________
 QE0550  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 QE0550  DYNAMIC HT  -          69.819 (meters)     229.06  (feet)  COMP
 QE0550  MODELED GRAV-     980,553.3   (mgal)                       NAVD 88
 QE0550
 QE0550  VERT ORDER  -  FIRST     CLASS II
 QE0550
 QE0550.The horizontal coordinates were scaled from a topographic map and have
 QE0550.an estimated accuracy of +/- 6 seconds.
 QE0550
 QE0550.The orthometric height was determined by differential leveling
 QE0550.and adjusted in June 1991.
 QE0550
 QE0550.The geoid height was determined by GEOID03.
 QE0550
 QE0550.The dynamic height is computed by dividing the NAVD 88
 QE0550.geopotential number by the normal gravity value computed on the
 QE0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0550.degrees latitude (g = 980.6199 gals.).
 QE0550
 QE0550.The modeled gravity was interpolated from observed gravity values.
 QE0550
 QE0550;                    North         East    Units  Estimated Accuracy
 QE0550;SPC OR N     -   109,000.    2,292,980.      MT  (+/- 180 meters Scaled)
 QE0550
 QE0550                          SUPERSEDED SURVEY CONTROL
 QE0550
 QE0550  NGVD 29 (??/??/92)   68.808  (m)          225.75   (f) ADJ UNCH    1 2
 QE0550
 QE0550.Superseded values are not recommended for survey control.
 QE0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0550.See file dsdata.txt to determine how the superseded data were derived.
 QE0550
 QE0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ913404(NAD 83)
 QE0550_MARKER: DD = SURVEY DISK
 QE0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0550_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0550_STAMPING: BAM SOT 1936
 QE0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0550+STABILITY: SURFACE MOTION
 QE0550
 QE0550  HISTORY     - Date     Condition        Report By
 QE0550  HISTORY     - 1936     MONUMENTED       USE
 QE0550  HISTORY     - 1945     GOOD             NGS
 QE0550  HISTORY     - 1968     MARK NOT FOUND   NGS
 QE0550
 QE0550                          STATION DESCRIPTION
 QE0550
 QE0550'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 QE0550'1.0 MI S FROM ALBANY.
 QE0550'ALONG THE SOUTHERN PACIFIC RAILWAY, 1.0 MILE SOUTH OF THE STATION AT
 QE0550'ALBANY, 15 39-FOOT RAILS SOUTH OF THE CENTER OF RAILWAY BRIDGE OVER
 QE0550'MILL RACE, 10 39-FOOT RAILS SOUTH OF MILE POST NO. 690, 234.0 FEET
 QE0550'NORTH OF THE PAGE STATION SIGN, ABOUT 30.0 FEET EAST OF THE EAST EDGE
 QE0550'OF ABANDONED LOG PIT AT OLD SAWMILL, 23.3 FEET NORTH OF POWER POLE
 QE0550'PAINTED BM, 14.3 FEET WEST OF WEST RAIL OF THE MAIN TRACK, 11.3 FEET
 QE0550'EAST OF FENCE LINE, 1.8 FEET NORTH OF REFERENCE POST, SET IN THE TOP
 QE0550'OF A WHITE PAINTED CONCRETE POST PROJECTING 1.2 FEET ABOVE THE GROUND.
 QE0550
 QE0550                          STATION RECOVERY (1968)
 QE0550
 QE0550'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 QE0550'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0228 ***********************************************************************
 RD0228  DESIGNATION -  BAND
 RD0228  PID         -  RD0228
 RD0228  STATE/COUNTY-  OR/CLACKAMAS
 RD0228  USGS QUAD   -  BRIGHTWOOD (1997)
 RD0228
 RD0228                         *CURRENT SURVEY CONTROL
 RD0228  ___________________________________________________________________
 RD0228* NAD 83(1986)-  45 22 32.     (N)    122 06 59.     (W)     SCALED    
 RD0228* NAVD 88     -       289.344  (meters)     949.29   (feet)  ADJUSTED  
 RD0228  ___________________________________________________________________
 RD0228  GEOID HEIGHT-         -22.14  (meters)                     GEOID03
 RD0228  DYNAMIC HT  -         289.314 (meters)     949.19  (feet)  COMP
 RD0228  MODELED GRAV-     980,506.5   (mgal)                       NAVD 88
 RD0228
 RD0228  VERT ORDER  -  SECOND    CLASS 0
 RD0228
 RD0228.The horizontal coordinates were scaled from a topographic map and have
 RD0228.an estimated accuracy of +/- 6 seconds.
 RD0228
 RD0228.The orthometric height was determined by differential leveling
 RD0228.and adjusted in June 1991.
 RD0228
 RD0228.The geoid height was determined by GEOID03.
 RD0228
 RD0228.The dynamic height is computed by dividing the NAVD 88
 RD0228.geopotential number by the normal gravity value computed on the
 RD0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0228.degrees latitude (g = 980.6199 gals.).
 RD0228
 RD0228.The modeled gravity was interpolated from observed gravity values.
 RD0228
 RD0228;                    North         East    Units  Estimated Accuracy
 RD0228;SPC OR N     -   191,160.    2,373,410.      MT  (+/- 180 meters Scaled)
 RD0228
 RD0228                          SUPERSEDED SURVEY CONTROL
 RD0228
 RD0228  NGVD 29 (??/??/92)  288.289  (m)          945.83   (f) ADJ UNCH    2 0
 RD0228
 RD0228.Superseded values are not recommended for survey control.
 RD0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0228.See file dsdata.txt to determine how the superseded data were derived.
 RD0228
 RD0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER691250(NAD 83)
 RD0228_MARKER: DB = BENCH MARK DISK
 RD0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0228_STAMPING: BAND 1935
 RD0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0228+STABILITY: SURFACE MOTION
 RD0228
 RD0228  HISTORY     - Date     Condition        Report By
 RD0228  HISTORY     - 1935     MONUMENTED       CGS
 RD0228  HISTORY     - 1947     GOOD             NGS
 RD0228  HISTORY     - 1983     MARK NOT FOUND   USGS
 RD0228  HISTORY     - 1988     GOOD             USPSQD
 RD0228
 RD0228                          STATION DESCRIPTION
 RD0228
 RD0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 RD0228'1.1 MI E FROM CHERRYVILLE.
 RD0228'1.1 MILES EAST ALONG STATE HIGHWAY 50 FROM THE POST OFFICE AT
 RD0228'CHERRYVILLE, AT THE APPROXIMATE CENTER OF A LONG CURVE, 60.5 FEET
 RD0228'SOUTHEAST OF AND ACROSS THE HIGHWAY FROM A POWER LINE POLE, 18.2 FEET
 RD0228'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 6.6 FEET EAST OF THE CENTER
 RD0228'OF THE SOUTH END OF A 15-INCH CORRUGATED METAL PIPE CULVERT, 0.3 FOOT
 RD0228'UNDERGROUND, AND SET IN THE TOP OF A CONCRETE POST.  WITNESS POST SET
 RD0228'1.8 FEET SOUTHWEST OF THE MARK.
 RD0228
 RD0228                          STATION RECOVERY (1983)
 RD0228
 RD0228'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 RD0228'MARK NOT FOUND.
 RD0228
 RD0228                          STATION RECOVERY (1988)
 RD0228
 RD0228'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWE)
 RD0228'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0583 ***********************************************************************
 QE0583  DESIGNATION -  BAND
 QE0583  PID         -  QE0583
 QE0583  STATE/COUNTY-  OR/LINN
 QE0583  USGS QUAD   -  ALBANY (1975)
 QE0583
 QE0583                         *CURRENT SURVEY CONTROL
 QE0583  ___________________________________________________________________
 QE0583* NAD 83(1986)-  44 37 45.     (N)    123 03 46.     (W)     SCALED    
 QE0583* NAVD 88     -        71.103  (meters)     233.28   (feet)  ADJUSTED  
 QE0583  ___________________________________________________________________
 QE0583  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 QE0583  DYNAMIC HT  -          71.097 (meters)     233.26  (feet)  COMP
 QE0583  MODELED GRAV-     980,544.5   (mgal)                       NAVD 88
 QE0583
 QE0583  VERT ORDER  -  FIRST     CLASS II
 QE0583
 QE0583.The horizontal coordinates were scaled from a topographic map and have
 QE0583.an estimated accuracy of +/- 6 seconds.
 QE0583
 QE0583.The orthometric height was determined by differential leveling
 QE0583.and adjusted in June 1991.
 QE0583.WARNING-Repeat measurements at this control monument indicate possible
 QE0583.vertical movement.
 QE0583
 QE0583.The geoid height was determined by GEOID03.
 QE0583
 QE0583.The dynamic height is computed by dividing the NAVD 88
 QE0583.geopotential number by the normal gravity value computed on the
 QE0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0583.degrees latitude (g = 980.6199 gals.).
 QE0583
 QE0583.The modeled gravity was interpolated from observed gravity values.
 QE0583
 QE0583;                    North         East    Units  Estimated Accuracy
 QE0583;SPC OR N     -   110,180.    2,296,680.      MT  (+/- 180 meters Scaled)
 QE0583
 QE0583                          SUPERSEDED SURVEY CONTROL
 QE0583
 QE0583  NGVD 29 (??/??/92)   70.090  (m)          229.95   (f) ADJ UNCH    1 2
 QE0583
 QE0583.Superseded values are not recommended for survey control.
 QE0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0583.See file dsdata.txt to determine how the superseded data were derived.
 QE0583
 QE0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ950417(NAD 83)
 QE0583_MARKER: DD = SURVEY DISK
 QE0583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0583_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0583_STAMPING: BAND SOT 1935
 QE0583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0583+STABILITY: SURFACE MOTION
 QE0583
 QE0583  HISTORY     - Date     Condition        Report By
 QE0583  HISTORY     - 1935     MONUMENTED       DOD
 QE0583  HISTORY     - 1968     GOOD             ORDT
 QE0583  HISTORY     - 1970     POOR             NGS
 QE0583
 QE0583                          STATION DESCRIPTION
 QE0583
 QE0583'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1968
 QE0583'1.5 MI E FROM ALBANY.
 QE0583'1.5 MILES EAST OF ALBANY AT THE INTERSECTION OF US INTERSTATE 5 AND US
 QE0583'20 IN THE SOUTHWEST QUADRANT OF THE INTERCHANGE.  A U.S. ARMY CORPS OF
 QE0583'ENGINEERS STANDARD DISK, STAMPED BAND SOT 1935, AND SET IN THE TOP OF
 QE0583'A CONCRETE POST.
 QE0583
 QE0583                          STATION RECOVERY (1970)
 QE0583
 QE0583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 QE0583'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1460 ***********************************************************************
 OA1460  DESIGNATION -  BANDON AMER LEGION TOWER FLAG
 OA1460  PID         -  OA1460
 OA1460  STATE/COUNTY-  OR/COOS
 OA1460  USGS QUAD   -  BANDON (1970)
 OA1460
 OA1460                         *CURRENT SURVEY CONTROL
 OA1460  ___________________________________________________________________
 OA1460* NAD 83(1991)-  43 07 11.43416(N)    124 25 03.87388(W)     ADJUSTED  
 OA1460* NAVD 88     -              **(meters)            **(feet)            
 OA1460  ___________________________________________________________________
 OA1460  LAPLACE CORR-          13.04  (seconds)                    DEFLEC99
 OA1460  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 OA1460  HORZ ORDER  -  THIRD
 OA1460
 OA1460.The horizontal coordinates were established by classical geodetic methods
 OA1460.and adjusted by the National Geodetic Survey in October 1991.
 OA1460
 OA1460
 OA1460.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1460
 OA1460.The geoid height was determined by GEOID03.
 OA1460
 OA1460;                    North         East     Units Scale Factor Converg.
 OA1460;SPC OR S     -   168,877.523 1,181,314.781   MT  0.99989497   -2 40 49.1
 OA1460;SPC OR S     -   554,060.11  3,875,704.66   iFT  0.99989497   -2 40 49.1
 OA1460;UTM  10      - 4,775,098.723   384,666.173   MT  0.99976364   -0 58 09.0
 OA1460
 OA1460                          SUPERSEDED SURVEY CONTROL
 OA1460
 OA1460  NAD 83(1986)-  43 07 11.42047(N)    124 25 03.92125(W) AD(       ) 4
 OA1460  NAD 27      -  43 07 12.02600(N)    124 24 59.50700(W) AD(       ) 3
 OA1460
 OA1460.Superseded values are not recommended for survey control.
 OA1460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1460.See file dsdata.txt to determine how the superseded data were derived.
 OA1460
 OA1460_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN8466675099(NAD 83)
 OA1460
 OA1460  HISTORY     - Date     Condition        Report By
 OA1460  HISTORY     - 1922     MONUMENTED       CGS
 OA1460  HISTORY     - 1948     SEE DESCRIPTION  CGS
 OA1460  HISTORY     - 19950520 MARK NOT FOUND   USPSQD
 OA1460
 OA1460                          STATION DESCRIPTION
 OA1460
 OA1460'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RAE)
 OA1460'THERE IS NO FLAGSTAFF IN THE AREA INDICATED BY THE GEOGRAPHIC
 OA1460'POSITION.  THE STATION SHOULD BE CLASSIFIED AS DESTROYED.
 OA1460
 OA1460                          STATION RECOVERY (1995)
 OA1460
 OA1460'RECOVERY NOTE BY US POWER SQUADRON 1995
 OA1460'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AA5128 ***********************************************************************
 AA5128  DESIGNATION -  BANDON CBL 1080
 AA5128  PID         -  AA5128
 AA5128  STATE/COUNTY-  OR/COOS
 AA5128  USGS QUAD   -  BULLARDS (1970)
 AA5128
 AA5128                         *CURRENT SURVEY CONTROL
 AA5128  ___________________________________________________________________
 AA5128* NAD 83(2007)-  43 08 36.47072(N)    124 24 59.14726(W)     ADJUSTED  
 AA5128* NAVD 88     -         5.3    (meters)      17.     (feet)  GPS OBS   
 AA5128  ___________________________________________________________________
 AA5128  EPOCH DATE  -        2007.00
 AA5128  X           -  -2,634,444.087 (meters)                     COMP
 AA5128  Y           -  -3,845,142.792 (meters)                     COMP
 AA5128  Z           -   4,339,129.818 (meters)                     COMP
 AA5128  LAPLACE CORR-          13.38  (seconds)                    DEFLEC99
 AA5128  ELLIP HEIGHT-         -21.423 (meters)          (02/10/07) ADJUSTED
 AA5128  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 AA5128
 AA5128  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA5128  Type    PID    Designation                      North   East  Ellip
 AA5128  -------------------------------------------------------------------
 AA5128  NETWORK AA5128 BANDON CBL 1080                   0.49   0.35   1.25
 AA5128  -------------------------------------------------------------------
 AA5128
 AA5128.The horizontal coordinates were established by GPS observations
 AA5128.and adjusted by the National Geodetic Survey in February 2007.
 AA5128
 AA5128.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA5128.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA5128.The horizontal coordinates are valid at the epoch date displayed above.
 AA5128.The epoch date for horizontal control is a decimal equivalence
 AA5128.of Year/Month/Day.
 AA5128
 AA5128.The orthometric height was determined by GPS observations and a
 AA5128.high-resolution geoid model.
 AA5128
 AA5128.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5128
 AA5128.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5128
 AA5128.The ellipsoidal height was determined by GPS observations
 AA5128.and is referenced to NAD 83.
 AA5128
 AA5128.The geoid height was determined by GEOID03.
 AA5128
 AA5128;                    North         East     Units Scale Factor Converg.
 AA5128;SPC OR S     -   171,493.595 1,181,544.166   MT  0.99989470   -2 40 45.9
 AA5128;SPC OR S     -   562,643.03  3,876,457.24   iFT  0.99989470   -2 40 45.9
 AA5128;UTM  10      - 4,777,720.133   384,817.328   MT  0.99976321   -0 58 07.3
 AA5128
 AA5128!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5128!SPC OR S     -   1.00000336  x   0.99989470  =   0.99989806
 AA5128!UTM  10      -   1.00000336  x   0.99976321  =   0.99976657
 AA5128
 AA5128                          SUPERSEDED SURVEY CONTROL
 AA5128
 AA5128  NAD 83(1998)-  43 08 36.46688(N)    124 24 59.14951(W) AD(       ) B
 AA5128  ELLIP H (07/03/01)  -21.484  (m)                       GP(       ) 5 1
 AA5128  NAD 83(1998)-  43 08 36.46373(N)    124 24 59.14871(W) AD(       ) B
 AA5128  ELLIP H (05/25/95)  -21.274  (m)                       GP(       ) 1 1
 AA5128
 AA5128.Superseded values are not recommended for survey control.
 AA5128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5128.See file dsdata.txt to determine how the superseded data were derived.
 AA5128
 AA5128_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN8481777720(NAD 83)
 AA5128_MARKER: DQ = CALIBRATION BASE LINE DISK
 AA5128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5128_STAMPING: 1080 1986
 AA5128_MARK LOGO: NGS   
 AA5128_PROJECTION: FLUSH
 AA5128_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5128+STABILITY: SURFACE MOTION
 AA5128_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5128+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2003
 AA5128
 AA5128  HISTORY     - Date     Condition        Report By
 AA5128  HISTORY     - 1986     MONUMENTED       NGS
 AA5128  HISTORY     - 19940318 GOOD             COOSCS
 AA5128  HISTORY     - 20020507 GOOD             USPSQD
 AA5128  HISTORY     - 20030129 GOOD             WHPACI
 AA5128
 AA5128                          STATION DESCRIPTION
 AA5128
 AA5128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AA5128'THIS BASE LINE IS LOCATED 3.6 KM (2.25 MI) NORTH OF BANDON, 3.2 KM
 AA5128'(2.0 MI) WEST OF THE BULLARDS BEACH STATE PARK ENTRANCE, AND ALONG THE
 AA5128'WEST EDGE OF THE PAVED PARK ROAD LEADING TO THE LIGHTHOUSE ON THE
 AA5128'PENINSULA AT THE SOUTHWEST END OF THE PARK.
 AA5128' 
 AA5128'THE BASE LINE IS SOUTH-NORTH LINE WITH THE 0 METER POINT LOCATED AT
 AA5128'THE SOUTH END.  THE CBL CONSISTS OF THE 0, 280, 430, AND 1080 METER
 AA5128'POINT.  ALL POINTS ARE SET ON A LINE WHICH RUNS PARALLEL TO AND WEST
 AA5128'OF THE PAVED ROAD LEADING TO THE LIGHTHOUSE.
 AA5128' 
 AA5128'TO REACH THE BASE LINE FROM THE JUNCTION OF U.S. ROUTE 101 AND STATE
 AA5128'ROUTE 42S AT THE EAST END OF BANDON, GO NORTH ON U.S. ROUTE 101 FOR
 AA5128'3.0 KM (1.9 MI) TO THE EAST EDGE OF THE COQUILLE RIVER BRIDGE.
 AA5128'CONTINUE STRAIGHT ACROSS THE BRIDGE AND GO NORTH FOR 0.64 KM (0.4 MI)
 AA5128'TO A SIDE ROAD LEFT AND THE ENTRANCE TO BULLARDS BEACH STATE PARK.
 AA5128'TURN LEFT A GO WEST INTO THE PARK FOLLOWING THE PAVED MAIN PARK ROAD
 AA5128'PAST THE CAMPING AREA ENTRANCE, PICNIC AREAS AND TOWARDS THE
 AA5128'LIGHTHOUSE/BEACH AREAS FOR 2.1 KM (1.3 MI) TO A -T- JUNCTION AND REST
 AA5128'ROOM AREA. TURN LEFT AND GO SOUTH TOWARDS THE LIGHTHOUSE FOR 1.36 KM
 AA5128'(0.85 MI) TO THE 0 METER POINT ON THE RIGHT AT THE BASE OF THE EAST
 AA5128'SLOPE OF A LONG BEACH FRONT DUNE.
 AA5128' 
 AA5128'THE 1080 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK,
 AA5128'STAMPED--1080 1986--, SET IN THE TOP OF A 40 CM (16 IN) DIAMETER
 AA5128'CONCRETE POST.  IT IS 1.1 METERS (3.6 FT) EAST OF A WITNESS POST, 27.5
 AA5128'METERS (90.2 FT) WEST OF THE PAVED ROAD CENTER LINE, ABOUT 150 METERS
 AA5128'(492 FT) SOUTH OF A REST AREA PARKING LOT, AND ON TOP OF A SMALL
 AA5128'GRASSY HILL.
 AA5128' 
 AA5128'USER NOTES-- CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS.
 AA5128'ELEVATIONS FOR ALL POINTS ARE FOR BASE LINE USE ONLY. TRAFFIC SAFETY
 AA5128'PRECAUTIONS SHOULD BE TAKEN DUE TO CLOSE PROXIMITY TO PARK ROAD.
 AA5128' 
 AA5128'THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE OREGON
 AA5128'DEPARTMENT OF TRANSPORTATION.
 AA5128' 
 AA5128'FOR MORE INFORMATION, PLEASE CONTACT THE OREGON DEPARTMENT OF
 AA5128'TRANSPORTATION, CHIEF OF SURVEYS, 200 HAWTHORNE AVENUE, SE, SUITE
 AA5128'B-250, SALEM, OREGON 97301, TELEPHONE 503-986-3103.
 AA5128
 AA5128                          STATION RECOVERY (1994)
 AA5128
 AA5128'RECOVERY NOTE BY COOS COUNTY SURVEYOR 1994 (KS)
 AA5128'RECOVERED AS DESCRIBED IN 1987
 AA5128
 AA5128                          STATION RECOVERY (2002)
 AA5128
 AA5128'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 AA5128'BASE LINE MARKS 0, 280, 430 AND 1080  ALL FOUND IN GOOD CONDITION
 AA5128
 AA5128                          STATION RECOVERY (2003)
 AA5128
 AA5128'RECOVERY NOTE BY W + H PACIFIC, INCORPORATED 2003 (SJG)
 AA5128'RECOVEREY NOTE BY WH PACIFIC, JANUARY 2003. RECOVERED IN GOOD
 AA5128'CONDITION
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1462 ***********************************************************************
 OA1462  DESIGNATION -  BANDON CENTRAL GRAM SCH FLAG
 OA1462  PID         -  OA1462
 OA1462  STATE/COUNTY-  OR/COOS
 OA1462  USGS QUAD   -  BANDON (1970)
 OA1462
 OA1462                         *CURRENT SURVEY CONTROL
 OA1462  ___________________________________________________________________
 OA1462* NAD 83(1991)-  43 06 51.20087(N)    124 25 00.02952(W)     ADJUSTED  
 OA1462* NAVD 88     -              **(meters)            **(feet)            
 OA1462  ___________________________________________________________________
 OA1462  LAPLACE CORR-          12.96  (seconds)                    DEFLEC99
 OA1462  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 OA1462  HORZ ORDER  -  THIRD
 OA1462
 OA1462.The horizontal coordinates were established by classical geodetic methods
 OA1462.and adjusted by the National Geodetic Survey in October 1991.
 OA1462
 OA1462
 OA1462.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1462
 OA1462.The geoid height was determined by GEOID03.
 OA1462
 OA1462;                    North         East     Units Scale Factor Converg.
 OA1462;SPC OR S     -   168,249.814 1,181,372.395   MT  0.99989506   -2 40 46.5
 OA1462;SPC OR S     -   552,000.70  3,875,893.68   iFT  0.99989506   -2 40 46.5
 OA1462;UTM  10      - 4,774,473.097   384,742.496   MT  0.99976342   -0 58 06.0
 OA1462
 OA1462                          SUPERSEDED SURVEY CONTROL
 OA1462
 OA1462  NAD 83(1986)-  43 06 51.18220(N)    124 25 00.07308(W) AD(       ) 4
 OA1462  NAD 27      -  43 06 51.74000(N)    124 24 55.62000(W) AD(       ) 3
 OA1462
 OA1462.Superseded values are not recommended for survey control.
 OA1462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1462.See file dsdata.txt to determine how the superseded data were derived.
 OA1462
 OA1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN8474274473(NAD 83)
 OA1462
 OA1462  HISTORY     - Date     Condition        Report By
 OA1462  HISTORY     - 1922     MONUMENTED       CGS
 OA1462  HISTORY     - 1948     SEE DESCRIPTION  CGS
 OA1462  HISTORY     - 19950520 MARK NOT FOUND   USPSQD
 OA1462
 OA1462                          STATION DESCRIPTION
 OA1462
 OA1462'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RAE)
 OA1462'LOCAL INQUIRY REVEALS THAT THIS STATION WAS DESTROYED IN THE
 OA1462'BANDON FIRE.
 OA1462
 OA1462                          STATION RECOVERY (1995)
 OA1462
 OA1462'RECOVERY NOTE BY US POWER SQUADRON 1995
 OA1462'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1463 ***********************************************************************
 OA1463  DESIGNATION -  BANDON EAST BASE
 OA1463  PID         -  OA1463
 OA1463  STATE/COUNTY-  OR/COOS
 OA1463  USGS QUAD   -  BANDON (1970)
 OA1463
 OA1463                         *CURRENT SURVEY CONTROL
 OA1463  ___________________________________________________________________
 OA1463* NAD 83(1991)-  43 07 12.24502(N)    124 24 57.46956(W)     ADJUSTED  
 OA1463* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 OA1463  ___________________________________________________________________
 OA1463  LAPLACE CORR-          13.03  (seconds)                    DEFLEC99
 OA1463  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 OA1463  HORZ ORDER  -  THIRD
 OA1463
 OA1463.The horizontal coordinates were established by classical geodetic methods
 OA1463.and adjusted by the National Geodetic Survey in October 1991.
 OA1463
 OA1463.The orthometric height was scaled from a topographic map.
 OA1463
 OA1463.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1463
 OA1463.The geoid height was determined by GEOID03.
 OA1463
 OA1463;                    North         East     Units Scale Factor Converg.
 OA1463;SPC OR S     -   168,895.748 1,181,460.554   MT  0.99989496   -2 40 44.7
 OA1463;SPC OR S     -   554,119.91  3,876,182.92   iFT  0.99989496   -2 40 44.7
 OA1463;UTM  10      - 4,775,121.290   384,811.318   MT  0.99976322   -0 58 04.7
 OA1463
 OA1463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1463!SPC OR S     -   1.00000354  x   0.99989496  =   0.99989850
 OA1463!UTM  10      -   1.00000354  x   0.99976322  =   0.99976676
 OA1463
 OA1463:                Primary Azimuth Mark                     Grid Az
 OA1463:SPC OR S     -  BEND                                     042 34 46.7
 OA1463:UTM  10      -  BEND                                     040 52 06.7
 OA1463
 OA1463|---------------------------------------------------------------------|
 OA1463| PID    Reference Object                     Distance      Geod. Az  |
 OA1463|                                                           dddmmss.s |
 OA1463| OA1474 BEND                                444.635 METERS 0395402.0 |
 OA1463| OA1459 STREET                              295.722 METERS 10029     |
 OA1463| OA1472 BANDON WEST BASE                    265.509 METERS 28639     |
 OA1463|---------------------------------------------------------------------|
 OA1463
 OA1463                          SUPERSEDED SURVEY CONTROL
 OA1463
 OA1463  NAD 83(1986)-  43 07 12.23116(N)    124 24 57.51655(W) AD(       ) 3
 OA1463  NAD 27      -  43 07 12.84800(N)    124 24 53.11000(W) AD(       ) 3
 OA1463
 OA1463.Superseded values are not recommended for survey control.
 OA1463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1463.See file dsdata.txt to determine how the superseded data were derived.
 OA1463
 OA1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN8481175121(NAD 83)
 OA1463
 OA1463  HISTORY     - Date     Condition        Report By
 OA1463  HISTORY     - 1937     MONUMENTED       USE
 OA1463  HISTORY     - 1948     SEE DESCRIPTION  CGS
 OA1463
 OA1463                          STATION DESCRIPTION
 OA1463
 OA1463'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RAE)
 OA1463'BY USING THE PLOTTED GEOGRAPHIC POSITION, A SEARCH WAS MADE FOR
 OA1463'THIS STATION.  SINCE IT COULD NOT BE FOUND, AND AS NO PREVIOUS
 OA1463'DESCRIPTION WAS AVAILABLE, IT IS RECOMMENDED THAT THE STATION BE
 OA1463'CLASSIFIED AS LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1470 ***********************************************************************
 OA1470  DESIGNATION -  BANDON HIGH SCHOOL FLAGSTAFF
 OA1470  PID         -  OA1470
 OA1470  STATE/COUNTY-  OR/COOS
 OA1470  USGS QUAD   -  BANDON (1970)
 OA1470
 OA1470                         *CURRENT SURVEY CONTROL
 OA1470  ___________________________________________________________________
 OA1470* NAD 83(1991)-  43 07 18.21601(N)    124 24 15.82108(W)     ADJUSTED  
 OA1470* NAVD 88     -              **(meters)            **(feet)            
 OA1470  ___________________________________________________________________
 OA1470  LAPLACE CORR-          12.95  (seconds)                    DEFLEC99
 OA1470  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 OA1470  HORZ ORDER  -  THIRD
 OA1470
 OA1470.The horizontal coordinates were established by classical geodetic methods
 OA1470.and adjusted by the National Geodetic Survey in October 1991.
 OA1470
 OA1470
 OA1470.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1470
 OA1470.The geoid height was determined by GEOID03.
 OA1470
 OA1470;                    North         East     Units Scale Factor Converg.
 OA1470;SPC OR S     -   169,035.853 1,182,409.526   MT  0.99989494   -2 40 16.3
 OA1470;SPC OR S     -   554,579.57  3,879,296.35   iFT  0.99989494   -2 40 16.3
 OA1470;UTM  10      - 4,775,289.646   385,755.557   MT  0.99976056   -0 57 36.3
 OA1470
 OA1470                          SUPERSEDED SURVEY CONTROL
 OA1470
 OA1470  NAD 83(1986)-  43 07 18.20283(N)    124 24 15.86965(W) AD(       ) 4
 OA1470  NAD 27      -  43 07 18.82000(N)    124 24 11.48000(W) AD(       ) 3
 OA1470
 OA1470.Superseded values are not recommended for survey control.
 OA1470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1470.See file dsdata.txt to determine how the superseded data were derived.
 OA1470
 OA1470_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN8575675290(NAD 83)
 OA1470
 OA1470  HISTORY     - Date     Condition        Report By
 OA1470  HISTORY     - 1922     MONUMENTED       CGS
 OA1470  HISTORY     - 1948     SEE DESCRIPTION  CGS
 OA1470  HISTORY     - 19950520 MARK NOT FOUND   USPSQD
 OA1470
 OA1470                          STATION DESCRIPTION
 OA1470
 OA1470'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RAE)
 OA1470'THE BUILDING ON WHICH THE STATION WAS LOCATED IS STILL STANDING
 OA1470'BUT THE BELFRY SUPPORTING THE FLAGSTAFF HAS BEEN REMOVED AND THE
 OA1470'STATION DESTROYED.
 OA1470
 OA1470                          STATION RECOVERY (1995)
 OA1470
 OA1470'RECOVERY NOTE BY US POWER SQUADRON 1995
 OA1470'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0420 ***********************************************************************
 OA0420  DESIGNATION -  BANDON NORTH BASE 66
 OA0420  PID         -  OA0420
 OA0420  STATE/COUNTY-  OR/COOS
 OA0420  USGS QUAD   -  BANDON (1970)
 OA0420
 OA0420                         *CURRENT SURVEY CONTROL
 OA0420  ___________________________________________________________________
 OA0420* NAD 83(1991)-  43 07 05.05902(N)    124 24 51.96394(W)     ADJUSTED  
 OA0420* NAVD 88     -        21.670  (meters)      71.10   (feet)  ADJUSTED  
 OA0420  ___________________________________________________________________
 OA0420  LAPLACE CORR-          12.99  (seconds)                    DEFLEC99
 OA0420  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 OA0420  DYNAMIC HT  -          21.666 (meters)      71.08  (feet)  COMP
 OA0420  MODELED GRAV-     980,444.2   (mgal)                       NAVD 88
 OA0420
 OA0420  HORZ ORDER  -  THIRD
 OA0420  VERT ORDER  -  FIRST     CLASS II
 OA0420
 OA0420.The horizontal coordinates were established by classical geodetic methods
 OA0420.and adjusted by the National Geodetic Survey in October 1991.
 OA0420
 OA0420.The orthometric height was determined by differential leveling
 OA0420.and adjusted in June 1991.
 OA0420
 OA0420.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA0420
 OA0420.The geoid height was determined by GEOID03.
 OA0420
 OA0420.The dynamic height is computed by dividing the NAVD 88
 OA0420.geopotential number by the normal gravity value computed on the
 OA0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0420.degrees latitude (g = 980.6199 gals.).
 OA0420
 OA0420.The modeled gravity was interpolated from observed gravity values.
 OA0420
 OA0420;                    North         East     Units Scale Factor Converg.
 OA0420;SPC OR S     -   168,668.440 1,181,574.506   MT  0.99989499   -2 40 41.0
 OA0420;SPC OR S     -   553,374.15  3,876,556.78   iFT  0.99989499   -2 40 41.0
 OA0420;UTM  10      - 4,774,897.515   384,931.990   MT  0.99976288   -0 58 00.8
 OA0420
 OA0420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA0420!SPC OR S     -   1.00000080  x   0.99989499  =   0.99989579
 OA0420!UTM  10      -   1.00000080  x   0.99976288  =   0.99976368
 OA0420
 OA0420|---------------------------------------------------------------------|
 OA0420| PID    Reference Object                     Distance      Geod. Az  |
 OA0420|                                                           dddmmss.s |
 OA0420| OA1473 OIL                                 331.449 METERS 07545     |
 OA0420| OA0429 SHELL 66                            APPROX. 0.8 KM 0830638.0 |
 OA0420| OA0419 RIDGE                               321.909 METERS 12005     |
 OA0420| OA0418 BANDON SOUTH BASE 67                APPROX. 0.5 KM 1804325.5 |
 OA0420| OA1445 BANDON NORTH BASE RESET             164.610 METERS 19400     |
 OA0420| OA0421 GUARD                               354.772 METERS 30858     |
 OA0420|---------------------------------------------------------------------|
 OA0420
 OA0420                          SUPERSEDED SURVEY CONTROL
 OA0420
 OA0420  NAD 83(1986)-  43 07 05.04496(N)    124 24 52.01054(W) AD(       ) 3
 OA0420  NAD 27      -  43 07 05.65900(N)    124 24 47.59000(W) AD(       ) 3
 OA0420  NGVD 29 (??/??/92)   20.489  (m)           67.22   (f) ADJ UNCH    1 2
 OA0420
 OA0420.Superseded values are not recommended for survey control.
 OA0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0420.See file dsdata.txt to determine how the superseded data were derived.
 OA0420
 OA0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN8493274898(NAD 83)
 OA0420_MARKER: DD = SURVEY DISK
 OA0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA0420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OA0420_STAMPING: NORTH BASE 66
 OA0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0420+STABILITY: SURFACE MOTION
 OA0420
 OA0420  HISTORY     - Date     Condition        Report By
 OA0420  HISTORY     - 1942     MONUMENTED       ORDT
 OA0420  HISTORY     - 1941     GOOD             NGS
 OA0420  HISTORY     - 1970     MARK NOT FOUND   NGS
 OA0420  HISTORY     - 1988     MARK NOT FOUND   NGS
 OA0420
 OA0420                          STATION DESCRIPTION
 OA0420
 OA0420'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1942 (JCS)
 OA0420'STATION IS LOCATED ON THE TOP OF A SMALL GRADE AT THE S SIDE OF
 OA0420'BANDON ON THE E EDGE OF CHURCHYARD.
 OA0420'
 OA0420'STATION, STAMPED NORTH BASE 1937 66 FEET, IS AN OREGON STATE
 OA0420'HIGHWAY BENCH MARK SET IN THE TOP OF A 1-FOOT SQUARE CONCRETE
 OA0420'MONUMENT THAT PROJECTS ABOUT 1 INCH ABOVE THE GROUND.  IT IS
 OA0420'147.0 FEET E OF THE SE CORNER OF CHURCH, AND 75.0 FEET SSE OF
 OA0420'18-INCH TREE.
 OA0420'
 OA0420'STATION IS REACHED AS FOLLOWS--FROM BOB-OTTO GAS STATION IN
 OA0420'BANDON GO SW 0.3 MILE TO ACME GARAGE ON THE RIGHT (W) SIDE OF
 OA0420'U.S. HIGHWAY 101.  TURN SHARP RIGHT (N) AND GO 0.2 MILE TO CHURCH
 OA0420'ON THE RIGHT (E).  TURN RIGHT (E) INTO CHURCHYARD AND GO TO
 OA0420'STATION 147.0 FEET E OF THE SE CORNER OF THE CHURCH.
 OA0420'
 OA0420'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 OA0420
 OA0420                          STATION RECOVERY (1941)
 OA0420
 OA0420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 OA0420'IN BANDON.
 OA0420'AT BANDON, COOS COUNTY, AT THE INTERSECTION OF OREGON AVENUE AND
 OA0420'FOURTH STREET EAST, IN THE CENTER OF THE CATHOLIC CHURCH PROPERTY,
 OA0420'ABOUT 150 YARDS SOUTHEAST OF THE CHURCH, AND AT A WHITE WOODEN POST
 OA0420'STENCILED U.S.B.M.  AN OREGON STATE HIGHWAY DEPARTMENT STANDARD DISK,
 OA0420'STAMPED NORTH BASE 66 AND SET IN THE TOP OF A CONCRETE POST.
 OA0420
 OA0420                          STATION RECOVERY (1970)
 OA0420
 OA0420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 OA0420'MARK NOT FOUND.
 OA0420
 OA0420                          STATION RECOVERY (1988)
 OA0420
 OA0420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 OA0420'THERE HAS BEEN A NEW HOUSE BUILT AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1445 ***********************************************************************
 OA1445  DESIGNATION -  BANDON NORTH BASE RESET
 OA1445  PID         -  OA1445
 OA1445  STATE/COUNTY-  OR/COOS
 OA1445  USGS QUAD   -  BANDON (1970)
 OA1445
 OA1445                         *CURRENT SURVEY CONTROL
 OA1445  ___________________________________________________________________
 OA1445* NAD 83(1991)-  43 06 59.88330(N)    124 24 53.72533(W)     ADJUSTED  
 OA1445* NAVD 88     -        22.21   (+/-2cm)      72.9    (feet)  VERTCON   
 OA1445  ___________________________________________________________________
 OA1445  LAPLACE CORR-          12.98  (seconds)                    DEFLEC99
 OA1445  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 OA1445  HORZ ORDER  -  SECOND
 OA1445  VERT ORDER  -  THIRD ? (See Below)
 OA1445
 OA1445.The horizontal coordinates were established by classical geodetic methods
 OA1445.and adjusted by the National Geodetic Survey in October 1991.
 OA1445
 OA1445.The NAVD 88 height was computed by applying the VERTCON shift value to
 OA1445.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OA1445.The vertical order pertains to the NGVD 29 superseded value.
 OA1445
 OA1445.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1445
 OA1445.The geoid height was determined by GEOID03.
 OA1445
 OA1445;                    North         East     Units Scale Factor Converg.
 OA1445;SPC OR S     -   168,510.770 1,181,527.271   MT  0.99989502   -2 40 42.2
 OA1445;SPC OR S     -   552,856.86  3,876,401.81   iFT  0.99989502   -2 40 42.2
 OA1445;UTM  10      - 4,774,738.526   384,889.490   MT  0.99976300   -0 58 01.9
 OA1445
 OA1445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1445!SPC OR S     -   1.00000071  x   0.99989502  =   0.99989573
 OA1445!UTM  10      -   1.00000071  x   0.99976300  =   0.99976371
 OA1445
 OA1445|---------------------------------------------------------------------|
 OA1445| PID    Reference Object                     Distance      Geod. Az  |
 OA1445|                                                           dddmmss.s |
 OA1445| OA0420 BANDON NORTH BASE 66                164.610 METERS 01400     |
 OA1445| CD9564 BANDON NORTH BASE RM 1               23.965 METERS 03506     |
 OA1445| OA0429 SHELL 66                            APPROX. 0.9 KM 0725534.4 |
 OA1445| CD9563 BANDON NORTH BASE AZ MK                            1795013.3 |
 OA1445| CD9565 BANDON NORTH BASE RM 2               16.242 METERS 23320     |
 OA1445| CD9566 BANDON NORTH BASE RM 3               24.115 METERS 31314     |
 OA1445|---------------------------------------------------------------------|
 OA1445
 OA1445                          SUPERSEDED SURVEY CONTROL
 OA1445
 OA1445  NAD 83(1986)-  43 06 59.86882(N)    124 24 53.77206(W) AD(       ) 2
 OA1445  NAD 27      -  43 07 00.48200(N)    124 24 49.35100(W) AD(       ) 2
 OA1445  NGVD 29 (07/19/86)   21.03   (m)           69.0    (f) LEVELING    3  
 OA1445
 OA1445.Superseded values are not recommended for survey control.
 OA1445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1445.See file dsdata.txt to determine how the superseded data were derived.
 OA1445
 OA1445_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN8488974739(NAD 83)
 OA1445_MARKER: DS = TRIANGULATION STATION DISK
 OA1445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA1445
 OA1445  HISTORY     - Date     Condition        Report By
 OA1445  HISTORY     - 1953     MONUMENTED       CGS
 OA1445  HISTORY     - 1967     GOOD             CGS
 OA1445  HISTORY     - 1978     GOOD             NGS
 OA1445
 OA1445                          STATION DESCRIPTION
 OA1445
 OA1445'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 OA1445'STATION MARK WAS LOWERED TO COMPLY WITH THE REQUEST OF THE
 OA1445'PROPERTY OWNER.  REFERENCE MARK 1 WAS LEFT IN PLACE.  REFERENCE
 OA1445'MARKS 2 AND 3 WERE MOVED TO A NEW LOCATION AND RESTAMPED AS
 OA1445'REFERENCE MARKS 4 AND 5.  THE AZIMUTH MARK WAS SEARCHED FOR
 OA1445'BUT COULD NOT BE RECOVERED.  A NEW DESCRIPTION FOLLOWS--
 OA1445'
 OA1445'STATION IS LOCATED ON THE TOP OF A LOW FLAT BENCH, AT THE S
 OA1445'EDGE OF BANDON, JUST W OF U.S. HIGHWAY 101, IN THE BACKYARD OF
 OA1445'MR. C.W. TALLEYS RESIDENCE, 10 FT. NE OF THE NE CORNER OF THE E
 OA1445'WING OF THE HOUSE, AND 38.8 FT. SE OF THE NE BRICK CORNER OF
 OA1445'THE MAIN HOUSE.  IT IS THE SAME ONE USED IN 1942.  IT IS A
 OA1445'STANDARD DISK, STAMPED N BASE 1942 AND SET IN THE TOP OF A
 OA1445'12-IN. SQUARE CONCRETE POST 16 IN. BELOW THE SURFACE OF THE
 OA1445'GROUND.
 OA1445'
 OA1445'UNDERGROUND STATION MARK IS A STANDARD DISK, STAMPED N BASE 1942
 OA1445'AND SET IN THE TOP OF A CONCRETE POST.
 OA1445'
 OA1445'REFERENCE MARK 1 IS 17.8 FT. W OF THE NE CORNER OF THE YARD, AND
 OA1445'1.4 FT. S OF THE N FENCE OF THE YARD.  IT IS A STANDARD DISK,
 OA1445'STAMPED N BASE 1942 NO 1 AND SET IN THE TOP OF A 12-IN. SQUARE
 OA1445'CONCRETE POST FLUSH WITH THE GROUND.
 OA1445'
 OA1445'REFERENCE MARK 4 IS 1.5 FT. SE OF THE NE CORNER OF A GARAGE.  IT
 OA1445'IS A STANDARD DISK, STAMPED N BASE 1942 NO 4 AND SET IN THE TOP
 OA1445'OF A CONCRETE POST FLUSH WITH THE GROUND.
 OA1445'
 OA1445'REFERENCE MARK 5 IS 1 FT. S OF THE N FENCE OF THE YARD, AND
 OA1445'26 FT. E OF THE W END OF A CONCRETE DRIVEWAY CURB.  IT IS A
 OA1445'STANDARD DISK, STAMPED N BASE 1942 NO 5 AND SET IN THE TOP OF A
 OA1445'CONCRETE POST FLUSH WITH THE GROUND.
 OA1445'
 OA1445'TO REACH THE STATION FROM THE Y-INTERSECTION IN BANDON, GO S
 OA1445'ON U.S. HIGHWAY 101 FOR 0.3 MI. TO THE TOP OF A LOW HILL, TURN
 OA1445'RIGHT JUST AFTER PASSING A SERVICE STATION AND MAKE A U-TURN, AND
 OA1445'GO N FOR 0.05 MI. TO MR. TALLEYS HOUSE ON THE RIGHT AND THE
 OA1445'STATION IN THE BACKYARD.
 OA1445
 OA1445                          STATION RECOVERY (1967)
 OA1445
 OA1445'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 OA1445'REFERENCE MARK NO. 1, STAMPED N BASE NO 1 1942, REFERENCE MARK
 OA1445'NO. 4, STAMPED N BASE NO 4 1942 AND REFERENCE MARK NO. 5,
 OA1445'STAMPED N BASE NO 5 1942 WERE RECOVERED AS DESCRIBED.
 OA1445'
 OA1445'MR. J.K. CROXALL, THE PROPERTY OWNER ASSURED THIS PARTY THAT
 OA1445'THE STATION MARK WAS STILL IN GOOD CONDITION UNDER THE LAWN SO THE
 OA1445'LAWN WAS NOT DUG OPEN TO VERIFY THE SPELLING ON THE STATION MARK.
 OA1445
 OA1445                          STATION RECOVERY (1978)
 OA1445
 OA1445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 OA1445'THE REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  THE STATION
 OA1445'MARK IS UNDER THE LAWN, AND NO ATTEMPT WAS MADE TO UNCOVER IT AS
 OA1445'THE PROPERTY OWNER ASSURED THIS PARTY THAT THE MARK REMAINS
 OA1445'UNDISTURBED.  THE STATION IS IN THE LAWN ON PROPERTY OWNED BY
 OA1445'J.K. CROXALL 585 OREGON AVENUE.  CURRENT DESCRIPTIONS OF THE
 OA1445'REFERENCE MARKS FOLLOW.
 OA1445'
 OA1445'REFERENCE MARK NO. 1, STAMPED N BASE NO 1 1942, IS A STANDARD
 OA1445'DISK SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 OA1445'1-INCH, 17 FEET WEST-SOUTHWEST OF THE EAST END OF A FENCE,
 OA1445'BETWEEN 2 HEDGE ROWS, 4 FEET SOUTH OF THE NORTH HEDGE ROW, AND
 OA1445'4 FEET NORTH OF THE SOUTH HEDGE ROW.
 OA1445'
 OA1445'REFERENCE MARK NO. 4, STAMPED N BASE NO 4 1942, IS A STANDARD
 OA1445'DISK SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 OA1445'1-INCH, IT IS IN A THE DOG PEN, 20.5 FEET SOUTHEAST OF THE HOUSE, 6
 OA1445'FEET SOUTH-SOUTHEAST OF THE NORTHWEST CORNER OF THE DOG PEN, AND
 OA1445'1.5 FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE GARAGE.
 OA1445'
 OA1445'REFERENCE MARK NO. 5, STAMPED N BASE NO 5 1942, IS A STANDARD
 OA1445'DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 1-INCH,
 OA1445'IN THE LAWN BETWEEN 2 HEDGE ROWS, 54 FEET EAST OF THE CENTER OF
 OA1445'OREGON AVENUE, 4 FEET NORTH OF THE SOUTH HEDGE ROW, AND 1-FOOT
 OA1445'SOUTH OF THE NORTH HEDGE ROW.
 OA1445'
 OA1445'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OA1445'AT BANDON.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0756 ***********************************************************************
 OA0756  DESIGNATION -  BANDON SOUTH BASE
 OA0756  PID         -  OA0756
 OA0756  STATE/COUNTY-  OR/COOS
 OA0756  USGS QUAD   -  BANDON (1970)
 OA0756
 OA0756                         *CURRENT SURVEY CONTROL
 OA0756  ___________________________________________________________________
 OA0756* NAD 83(1991)-  43 04 03.53164(N)    124 24 55.37788(W)     ADJUSTED  
 OA0756* NAVD 88     -        23.430  (meters)      76.87   (feet)  ADJUSTED  
 OA0756  ___________________________________________________________________
 OA0756  LAPLACE CORR-          12.96  (seconds)                    DEFLEC99
 OA0756  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 OA0756  DYNAMIC HT  -          23.426 (meters)      76.86  (feet)  COMP
 OA0756  MODELED GRAV-     980,433.4   (mgal)                       NAVD 88
 OA0756
 OA0756  HORZ ORDER  -  SECOND
 OA0756  VERT ORDER  -  FIRST     CLASS II
 OA0756
 OA0756.The horizontal coordinates were established by classical geodetic methods
 OA0756.and adjusted by the National Geodetic Survey in October 1991.
 OA0756
 OA0756.The orthometric height was determined by differential leveling
 OA0756.and adjusted in June 1991.
 OA0756
 OA0756.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA0756
 OA0756.The geoid height was determined by GEOID03.
 OA0756
 OA0756.The dynamic height is computed by dividing the NAVD 88
 OA0756.geopotential number by the normal gravity value computed on the
 OA0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0756.degrees latitude (g = 980.6199 gals.).
 OA0756
 OA0756.The modeled gravity was interpolated from observed gravity values.
 OA0756
 OA0756;                    North         East     Units Scale Factor Converg.
 OA0756;SPC OR S     -   163,076.890 1,181,235.643   MT  0.99989615   -2 40 43.3
 OA0756;SPC OR S     -   535,029.17  3,875,445.02   iFT  0.99989615   -2 40 43.3
 OA0756;UTM  10      - 4,769,299.080   384,760.316   MT  0.99976337   -0 57 59.8
 OA0756
 OA0756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA0756!SPC OR S     -   1.00000052  x   0.99989615  =   0.99989667
 OA0756!UTM  10      -   1.00000052  x   0.99976337  =   0.99976389
 OA0756
 OA0756:                Primary Azimuth Mark                     Grid Az
 OA0756:SPC OR S     -  BANDON SOUTH BASE AZ MK                  005 09 13.3
 OA0756:UTM  10      -  BANDON SOUTH BASE AZ MK                  003 26 29.8
 OA0756
 OA0756|---------------------------------------------------------------------|
 OA0756| PID    Reference Object                     Distance      Geod. Az  |
 OA0756|                                                           dddmmss.s |
 OA0756| CD9567 BANDON SOUTH BASE AZ MK                            0022830.0 |
 OA0756| CD9568 BANDON SOUTH BASE AZ MK 2                          00251     |
 OA0756| CD9569 BANDON SOUTH BASE RM 1               29.851 METERS 07614     |
 OA0756| CD9570 BANDON SOUTH BASE RM 2               24.890 METERS 16822     |
 OA0756| CD9572 BANDON SOUTH BASE RM 4               14.676 METERS 21209     |
 OA0756| CD9571 BANDON SOUTH BASE RM 3               29.873 METERS 33611     |
 OA0756|---------------------------------------------------------------------|
 OA0756
 OA0756                          SUPERSEDED SURVEY CONTROL
 OA0756
 OA0756  NAD 83(1986)-  43 04 03.51684(N)    124 24 55.42361(W) AD(       ) 2
 OA0756  NAD 27      -  43 04 04.12900(N)    124 24 51.00800(W) AD(       ) 2
 OA0756  NGVD 29 (07/19/86)   23.45   (m)           76.9    (f) LEVELING    3  
 OA0756
 OA0756.Superseded values are not recommended for survey control.
 OA0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0756.See file dsdata.txt to determine how the superseded data were derived.
 OA0756
 OA0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN8476069299(NAD 83)
 OA0756_MARKER: DZ = AZIMUTH MARK DISK
 OA0756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA0756_SP_SET: CONCRETE POST
 OA0756_STAMPING: S BASE AZ 2 1942 1967 NOR
 OA0756_MARK LOGO: CGS   
 OA0756_PROJECTION: PROJECTING 20 CENTIMETERS
 OA0756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0756+STABILITY: SURFACE MOTION
 OA0756
 OA0756  HISTORY     - Date     Condition        Report By
 OA0756  HISTORY     - 1942     MONUMENTED       CGS
 OA0756  HISTORY     - 1948     SEE DESCRIPTION  CGS
 OA0756  HISTORY     - 1967     SEE DESCRIPTION  CGS
 OA0756  HISTORY     - 1976     SEE DESCRIPTION  NGS
 OA0756  HISTORY     - 1978     SEE DESCRIPTION  NGS
 OA0756  HISTORY     - 1988     GOOD             NGS
 OA0756
 OA0756                          STATION DESCRIPTION
 OA0756
 OA0756'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JCS)
 OA0756'STATION IS LOCATED ABOUT 3-1/2 MILES, AIR LINE, S OF BANDON AND
 OA0756'12.3 METERS W OF THE CENTER OF U.S. HIGHWAY 101.  IT IS ABOUT
 OA0756'15.3 METERS S OF THE CENTER OF THE CENTER OF THE DRIVEWAY INTO THE
 OA0756'S.C. EVANS HOME, 14.1 METERS E BY S OF THE SE CORNER OF A PICKET
 OA0756'FENCE, AND 16 METERS E OF A LONE, UMBRELLA SHAPED FIR TREE ABOUT
 OA0756'2-1/2 FEET IN DIAMETER AND 50 FEET HIGH.  STATION ELEVATION IS
 OA0756'APPROXIMATELY 50 FEET.
 OA0756'
 OA0756'SURFACE MARK IS A BRONZE DISK SET IN A SQUARE CONCRETE POST
 OA0756'PROJECTING ABOUT 4 INCHES.  MARK IS STAMPED S BASE 1942.
 OA0756'
 OA0756'UNDERGROUND MARK IS A BRONZE DISK SET IN CONCRETE, AS DESCRIBED
 OA0756'IN NOTE 7A.
 OA0756'
 OA0756'REFERENCE MARK NO.1 IS A BRONZE DISK SET IN A SQUARE CONCRETE
 OA0756'POST PROJECTING ABOUT 2 INCHES.  IT IS AT ABOUT THE SAME LEVEL
 OA0756'AS THE STATION MARK AND 16.75 METERS E OF THE CENTER OF THE
 OA0756'HIGHWAY.  MARK IS STAMPED S BASE NO.1 1942.
 OA0756'
 OA0756'REFERENCE MARK NO.2 IS A BRONZE DISK SET IN A SQUARE CONCRETE
 OA0756'POST PROJECTING ABOUT 2 INCHES.  IT IS AT ABOUT THE SAME LEVEL
 OA0756'AS THE STATION MARK AND 7.10 METERS W OF THE CENTER OF THE
 OA0756'HIGHWAY.  MARK IS STAMPED S BASE NO.2 1942.
 OA0756'
 OA0756'REFERENCE MARK NO.3 IS A BRONZE DISK SET IN A SQUARE CONCRETE
 OA0756'POST PROJECTING ABOUT 2 INCHES.  IT IS AT ABOUT THE SAME LEVEL
 OA0756'AS THE STATION MARK, 24.4 METERS W OF THE CENTER OF THE HIGHWAY,
 OA0756'AND ABOUT 1 METER E OF THE N END OF A PICKET FENCE.  MARK IS
 OA0756'STAMPED S BASE NO.3 1942.
 OA0756'
 OA0756'THE AZIMUTH MARK IS A BRONZE DISK SET IN A SQUARE CONCRETE POST
 OA0756'PROJECTING ABOUT 10 INCHES.  IT IS 0.3 MILE N OF THE STATION
 OA0756'MARK, 7.30 METERS E OF THE CENTER OF THE HIGHWAY, ABOUT 6 METERS
 OA0756'N OF A POWER-LINE POLE, AND DIRECTLY BENEATH THE POWER LINE.  MARK
 OA0756'IS STAMPED S BASE 1942.
 OA0756'
 OA0756'NO WITNESS MARKS WERE ESTABLISHED.
 OA0756'
 OA0756'TO REACH FROM BANDON GO S ON HIGHWAY 101, 4.0 MILES TO THE EVANS
 OA0756'AUTO COURT ON LEFT.  CONTINUE ABOUT 100 YARDS TO STATION ON RIGHT
 OA0756'AT A POINT ABOUT OPPOSITE THE NW CORNER OF THE STATE HIGHWAY
 OA0756'GRAVEL YARD.
 OA0756
 OA0756                          STATION RECOVERY (1948)
 OA0756
 OA0756'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RAE)
 OA0756'STATION MARK WAS DESTROYED.  THE CONCRETE MONUMENT WAS FOUND ON
 OA0756'ITS SIDE AT THE EDGE OF A BRUSH PILE.  THE REFERENCE MARKS WERE
 OA0756'FOUND IN GOOD CONDITION AS DESCRIBED BY J.C.S. IN 1942.  THEIR
 OA0756'RESPECTIVE STAMPINGS WERE VERIFIED.  NO ATTEMPT WAS MADE TO
 OA0756'RECOVER THE AZIMUTH MARK.  THE FOLLOWING IS ADDED TO THE
 OA0756'DESCRIPTION SUBMITTED BY J.C.S. IN 1942--
 OA0756'
 OA0756'TO REACH THE REFERENCE MARKS FROM THE BOB OTTO SERVICE STATION IN
 OA0756'BANDON, GO S ON U.S. HIGHWAY 101 FOR 3.6 MILES TO A CROSSROADS
 OA0756'AND A SIGN POINTING RIGHT WHICH READS LAKE ROAD.
 OA0756
 OA0756                          STATION RECOVERY (1967)
 OA0756
 OA0756'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 OA0756'REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND REFERENCE MARK
 OA0756'NO. 3 WERE RECOVERED IN GOOD CONDITION.  THE SURFACE STATION
 OA0756'MARK HAD BEEN DESTROYED.  THE SUB-SURFACE MARK WAS UNCOVERED
 OA0756'AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK HAD BEEN
 OA0756'DESTROYED.  THE STATION WAS RESTORED BY ESTABLISHING A SURFACE
 OA0756'MARK PRECISELY OVER THE SUB-SURFACE MARK.  A NEW AZIMUTH MARK WAS
 OA0756'ESTABLISHED.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 OA0756'INASMUCH AS NO EXTERIOR STATIONS WERE VISIBLE FROM THE GROUND
 OA0756'THE ANGLE TO THE AZIMUTH MARK WAS DETERMINED FROM THE REFERENCE
 OA0756'MARK.
 OA0756'
 OA0756'THE STATION IS 4 MILES SOUTH OF BANDON ON PROPERTY OWNED BY
 OA0756'ALICE J WRIGHT.
 OA0756'
 OA0756'TO REACH THE STATION FROM THE CITY HALL IN BANDON GO SOUTH
 OA0756'ON U.S. HIGHWAY 101 FOR 3.4 MILES TO THE THE AZIMUTH MARK ON THE
 OA0756'LEFT, CONTINUE SOUTH ON HIGHWAY FOR 0.25 MILE TO THE STATION ON
 OA0756'THE RIGHT.
 OA0756'
 OA0756'THE STATION MARK, STAMPED S BASE 1942 1967, IS A STANDARD DISK
 OA0756'SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH.  IT IS
 OA0756'160 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF WRIGHTS MYRTLEWOOD
 OA0756'GIFT SHOP, 47 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A PICKET
 OA0756'FENCE, 41 FEET WEST OF THE CENTER OF U.S. HIGHWAY 101 AND 15 FEET
 OA0756'NORTHWEST OF A POWER LINE BRACE POLE.  (NOTE 1A AND 7A)
 OA0756'
 OA0756'REFERENCE MARK NO. 1, STAMPED S BASE NO 1 1942, IS A STANDARD
 OA0756'DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 1
 OA0756'INCH, 150 FEET SOUTH OF THE SOTHWEST CORNER OF THE BEACH JUNCTION
 OA0756'MARKET, 54 FEET EAST OF THE CENTER OF U.S. HIGHWAY 101 AND 44
 OA0756'FEET NORTHEAST OF A POWER POLE.  (NOTE 11A)
 OA0756'
 OA0756'REFERENCE MARK NO. 2, STAMPED S BASE NO 2 1942, IS A STANDARD
 OA0756'DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH, 72
 OA0756'FEET SOUTH OF A POWER LINE BRACE POLE, 24 FEET WEST OF THE CENTER
 OA0756'OF THE HIGHWAY AND 1 FOOT NORTH OF A METAL WITNESS POST. (NOTE
 OA0756'11A)
 OA0756'
 OA0756'REFERENCE MARK NO. 3, STAMPED S BASE NO 3 1942, IS A STANDARD
 OA0756'DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3
 OA0756'INCHES, 79 FEET WEST OF THE CENTER OF THE HIGHWAY, 68 FEET
 OA0756'SOUTHWEST OF THE SOUTHWEST CORNER OF THE GIFT SHOP, 12 FEET
 OA0756'SOUTHEAST OF THE CENTER OF A DRIVEWAY AND 2 FEET SOUTH OF A
 OA0756'PICKET FENCE.  (NOTE 11A)
 OA0756'
 OA0756'THE AZIMUTH MARK, STAMPED S BASE 1942 1967 AZ 2, IS A STANDARD
 OA0756'DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4
 OA0756'INCHES, 83 FEET NORTH OF A POWER POLE WITH A TRANSFORMER, 80 FEET
 OA0756'NORTHEAST AND ACROSS THE HIGHWAY FROM MAIL BOX 579, 27 FEET EAST
 OA0756'OF THE CENTER OF U.S. HIGHWAY 101 AND 1 FOOT SOUTH OF A METAL
 OA0756'WITNESS POST.  (NOTE 16A)
 OA0756'
 OA0756'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OA0756'4 MILES SOUTH OF BANDON.
 OA0756
 OA0756                          STATION RECOVERY (1976)
 OA0756
 OA0756'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 OA0756'THE STATION MARK, REFERENCE MARK NO. 2, REFERENCE MARK NO. 3,
 OA0756'AND THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  REFERENCE
 OA0756'MARK NO.1 WAS SEARCHED FOR, BUT NOT RECOVERED, THE AREA HAS BEEN
 OA0756'COVERED WITH AGGREGATE, AND IS BEING USED FOR A PARKING AREA.
 OA0756'
 OA0756'THE STATION IS ON LAND NOW OWNED BY MR. J. J. MONTANA.  A NEW
 OA0756'AND COMPLETE DESCRIPTION FOLLOWS.
 OA0756'
 OA0756'TO REACH THE STATION FROM THE CITY HALL IN BANDON GO SOUTH ON
 OA0756'U.S. HIGHWAY 101 FOR 3.2 MILES TO THE AZIMUTH MARK ON THE
 OA0756'LEFT.  CONTINUE SOUTH ON U.S. HIGHWAY 101 FOR 0.25 MILE TO THE
 OA0756'STATION ON THE RIGHT.
 OA0756'
 OA0756'THE STATION MARK, STAMPED S BASE 1942 1967, IS A STANDARD DISK
 OA0756'SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH, 250 FEET
 OA0756'SOUTH OF THE BEACH JUNCTION, 160 FEET SOUTHEAST OF THE SOUTHEAST
 OA0756'CORNER OF THE J. J. MONTANA MYRTLEWOOD GIFT SHOP, 105 FEET SOUTH
 OA0756'OF THE MYRTLEWOOD GIFT SHOP SIGN, 40 FEET WEST OF THE CENTER OF
 OA0756'U.S. HIGHWAY 101, 35 FEET SOUTHEAST OF THE CORNER OF A PICKET
 OA0756'FENCE, 15 FEET WEST-NORTHWEST OF A POWER LINE BRACE POLE, 8 FEET
 OA0756'NORTHWEST OF A DEADMAN ANCHOR, AND 2 FEET NORTH OF A METAL
 OA0756'WITNESS POST.  (NOTE 1A AND 7A)
 OA0756'
 OA0756'REFERENCE MARK NO. 2, STAMPED S BASE NO 2 1942, IS A STANDARD
 OA0756'DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 OA0756'1-INCH, 73 FEET SOUTH OF THE POWER LINE BRACE POLE, 24 FEET WEST
 OA0756'OF THE CENTER OF U.S. HIGHWAY 101, AND 1 FOOT NORTH OF A METAL
 OA0756'WITNESS POST. (NOTE 11A)
 OA0756'
 OA0756'REFERENCE MARK NO. 3, STAMPED S BASE NO 3 1942, IS A STANDARD
 OA0756'DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 OA0756'2-INCHES, 80 FEET WEST OF THE CENTER OF THE HIGHWAY, 69 FEET
 OA0756'SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF THE GIFT SHOP, 25 FEET
 OA0756'SOUTHWEST OF A FIRE HYDRANT, 12 FEET SOUTHEAST OF THE CENTER OF
 OA0756'THE DRIVEWAY, AND 6.5 FEET EAST OF A CORNER IN THE PICKET
 OA0756'FENCE.  (NOTE 11A)
 OA0756'
 OA0756'THE AZIMUTH MARK, STAMPED S BASE 1942 1967 AZ 2, IS A STANDARD
 OA0756'DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 OA0756'4-INCHES, 0.35 MILE SOUTH OF MILEPOST NO. 277, 83 FEET NORTH OF
 OA0756'A POWER POLE WITH A TRANSFORMER, 80 FEET NORTHEAST, AND ACROSS
 OA0756'THE HIGHWAY FROM MAIL BOX 810, 27 FEET EAST OF THE CENTER OF
 OA0756'U.S. HIGHWAY 101, AND 1 FOOT SOUTH OF A METAL WITNESS
 OA0756'POST.  (NOTE 16A)
 OA0756'
 OA0756'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OA0756'3-1/2 MILES SOUTH OF BANDON.
 OA0756
 OA0756                          STATION RECOVERY (1978)
 OA0756
 OA0756'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 OA0756'REFERENCE MARK NO 3, AND THE AZIMUTH MARK WERE RECOVERED IN GOOD
 OA0756'CONDITION.  THE STATION HAD BEEN DESTROYED, AND THE AREA COVERED
 OA0756'WITH MACADAM, MAKING A MACADAM PARKING AREA.  A HOLE WAS CUT IN
 OA0756'THE MACADAM, AND THE UNDERGROUND MARK WAS RECOVERED IN GOOD
 OA0756'CONDITION.  A NEW STATION MARK WAS PLUMBED PRECISELY OVER THE
 OA0756'UNDERGROUND MARK.  REFERENCE MARK NO. 1, AND REFERENCE MARK NO.
 OA0756'2 HAD BEEN DESTROYED.  REFERENCE MARK NO. 4 WAS ESTABLISHED.  A
 OA0756'NEW AND COMPLETE DESCRIPTION FOLLOWS.
 OA0756'
 OA0756'THE STATION IS ON PROPERTY OWNED BY MR. JIM BURGETT, WHO OWNES,
 OA0756'AND OPERATES THE GIFT SHOP NEAR-BY.
 OA0756'
 OA0756'TO REACH THE STATION FROM THE BANDON POST OFFICE, GO WEST ON 12TH
 OA0756'STREET FOR 0.05 MILE TO U.S. HIGHWAY 101, TURN LEFT, AND GO SOUTH
 OA0756'ON U.S. HIGHWAY 101 FOR 2.9 MILES TO THE AZIMUTH MARK ON THE
 OA0756'LEFT.  CONTINUE SOUTH ON THE HIGHWAY FOR 0.25 MILE TO THE STATION
 OA0756'ON THE RIGHT.
 OA0756'
 OA0756'THE STATION MARK, STAMPED S BASE 1942 1978, IS A STANDARD DISK
 OA0756'SET IN AN IRREGULAR MASS OF CONCRETE IN THE MACADAM PARKING AREA,
 OA0756'0.05 MILE SOUTH OF THE BEACH JUNCTION, 41 FEET WEST OF THE CENTER
 OA0756'OF U.S. HIGHWAY 101, 28 FEET NORTHWEST OF A TELEPHONE POLE, 26
 OA0756'FEET EAST OF A WHITE PICKET FENCE, 23 FEET EAST-NOTHEAST OF A
 OA0756'POWER POLE WITH LIGHT ON IT, 15.5 FEET EAST OF THE EDGE OF
 OA0756'THE MACADAM, AND 12 FEET WEST OF THE EDGE OF THE MACADAM.  (NOTE
 OA0756'1C AND 7A)
 OA0756'
 OA0756'REFERENCE MARK NO. 3, STAMPED S BASE NO 3 1942, IS A STANDARD DISK
 OA0756'SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3-INCHES,
 OA0756'79 FEET WEST OF THE CENTER OF THE HIGHWAY, 68 FEET SOUTHWEST OF
 OA0756'THE SOUTHEAST CORNER OF THE GIFT SHOP, 14 FEET WEST OF THE PICKET
 OA0756'FENCE, AND 12 FEET SOUTHEAST OF THE CENTER OF THE
 OA0756'DRIVEWAY.  (NOTE 11A)
 OA0756'
 OA0756'REFERENCE MARK NO. 4, STAMPED S BASE 1942 NO 4 1978, IS A STANDARD
 OA0756'DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 OA0756'3-INCHES, 66 FEET WEST OF THE CENTER OF THE HIGHWAY, 33 FEET
 OA0756'SOUTH-SOUTHWEST OF THE POWER POLE, 10 FEET WEST OF THE EDGE OF THE
 OA0756'MACADAM, AND 1.5 FEET EAST OF THE PUCKET FENCE.  (NOTE 11A)
 OA0756'
 OA0756'THE AZIMUTH MARK, STAMPED S BASE 1942 1967 AZ 2, IS A STANDARD
 OA0756'DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 OA0756'4-INCHES, 83 FEET NORTH OF A POWER POLE WITH A TRANSFORMER, 80
 OA0756'FEET NORTHEAST, AND ACROSS THE HIGHWAY FROM MAIL BOX NO. 810, 27
 OA0756'FEET EAST OF THE CENTER OF THE HIGHWAY, AND 1 FOOT SOUTH OF A
 OA0756'METAL WITNESS POST.  (NOTE 16A)
 OA0756'
 OA0756'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OA0756'3 MILES SOUTH OF BANDON.
 OA0756
 OA0756                          STATION RECOVERY (1988)
 OA0756
 OA0756'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 OA0756'6.4 KM (4.00 MI) SOUTH FROM BANDON.
 OA0756'6.4 KM (4.00 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF
 OA0756'STATE HIGHWAY 42 IN BANDON, 0.4 KM (0.25 MI) NORTH OF THE
 OA0756'INTERSECTION OF BEACH LOOP ROAD, 49.1 M (161.1 FT) SOUTH OF THE
 OA0756'CENTER OF A FIELD ENTRANCE, 15.7 M (51.5 FT) NORTH OF THE EXTENDED
 OA0756'CENTER OF A DRIVEWAY LEADING TO HOUSE NUMBER 810, AND 8.4 M (27.6 FT)
 OA0756'EAST OF THE CENTERLINE OF THE HIGHWAY.
 OA0756'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 OA0756'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0418 ***********************************************************************
 OA0418  DESIGNATION -  BANDON SOUTH BASE 67
 OA0418  PID         -  OA0418
 OA0418  STATE/COUNTY-  OR/COOS
 OA0418  USGS QUAD   -  BANDON (1970)
 OA0418
 OA0418                         *CURRENT SURVEY CONTROL
 OA0418  ___________________________________________________________________
 OA0418* NAD 83(1991)-  43 06 47.98173(N)    124 24 52.25840(W)     ADJUSTED  
 OA0418* NAVD 88     -        21.965  (meters)      72.06   (feet)  ADJUSTED  
 OA0418  ___________________________________________________________________
 OA0418  LAPLACE CORR-          12.93  (seconds)                    DEFLEC99
 OA0418  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 OA0418  DYNAMIC HT  -          21.961 (meters)      72.05  (feet)  COMP
 OA0418  MODELED GRAV-     980,442.7   (mgal)                       NAVD 88
 OA0418
 OA0418  HORZ ORDER  -  THIRD
 OA0418  VERT ORDER  -  FIRST     CLASS II
 OA0418
 OA0418.The horizontal coordinates were established by classical geodetic methods
 OA0418.and adjusted by the National Geodetic Survey in October 1991.
 OA0418
 OA0418.The orthometric height was determined by differential leveling
 OA0418.and adjusted in June 1991.
 OA0418
 OA0418.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA0418
 OA0418.The geoid height was determined by GEOID03.
 OA0418
 OA0418.The dynamic height is computed by dividing the NAVD 88
 OA0418.geopotential number by the normal gravity value computed on the
 OA0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0418.degrees latitude (g = 980.6199 gals.).
 OA0418
 OA0418.The modeled gravity was interpolated from observed gravity values.
 OA0418
 OA0418;                    North         East     Units Scale Factor Converg.
 OA0418;SPC OR S     -   168,142.381 1,181,543.235   MT  0.99989507   -2 40 41.2
 OA0418;SPC OR S     -   551,648.23  3,876,454.18   iFT  0.99989507   -2 40 41.2
 OA0418;UTM  10      - 4,774,370.827   384,916.445   MT  0.99976293   -0 58 00.7
 OA0418
 OA0418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA0418!SPC OR S     -   1.00000075  x   0.99989507  =   0.99989582
 OA0418!UTM  10      -   1.00000075  x   0.99976293  =   0.99976368
 OA0418
 OA0418:                Primary Azimuth Mark                     Grid Az
 OA0418:SPC OR S     -  BANDON NORTH BASE 66                     003 24 06.5
 OA0418:UTM  10      -  BANDON NORTH BASE 66                     001 41 26.0
 OA0418
 OA0418|---------------------------------------------------------------------|
 OA0418| PID    Reference Object                     Distance      Geod. Az  |
 OA0418|                                                           dddmmss.s |
 OA0418| OA0420 BANDON NORTH BASE 66                APPROX. 0.5 KM 0004325.3 |
 OA0418| OA0419 RIDGE                               463.758 METERS 0375714.3 |
 OA0418| OA1447 AZALEA                              APPROX. 0.7 KM 2701347.6 |
 OA0418|---------------------------------------------------------------------|
 OA0418
 OA0418                          SUPERSEDED SURVEY CONTROL
 OA0418
 OA0418  NAD 83(1986)-  43 06 47.96717(N)    124 24 52.30506(W) AD(       ) 3
 OA0418  NAD 27      -  43 06 48.57700(N)    124 24 47.88100(W) AD(       ) 3
 OA0418  NGVD 29 (??/??/92)   20.784  (m)           68.19   (f) ADJ UNCH    1 2
 OA0418
 OA0418.Superseded values are not recommended for survey control.
 OA0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0418.See file dsdata.txt to determine how the superseded data were derived.
 OA0418
 OA0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN8491674371(NAD 83)
 OA0418_MARKER: DD = SURVEY DISK
 OA0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA0418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OA0418_STAMPING: SOUTH BASE 67
 OA0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0418+STABILITY: SURFACE MOTION
 OA0418
 OA0418  HISTORY     - Date     Condition        Report By
 OA0418  HISTORY     - 1937     MONUMENTED       ORHD
 OA0418  HISTORY     - 1941     GOOD             NGS
 OA0418  HISTORY     - 1942     GOOD             ORDT
 OA0418  HISTORY     - 1948     MARK NOT FOUND   CGS
 OA0418
 OA0418                          STATION DESCRIPTION
 OA0418
 OA0418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 OA0418'IN BANDON.
 OA0418'AT BANDON, COOS COUNTY, ON THE CENTER LINE OF ELEVENTH STREET, ABOUT
 OA0418'133 FEET EAST OF THE CENTER LINE OF THE OREGON COAST HIGHWAY (U.S.
 OA0418'101), AND ABOUT 8 INCHES BELOW THE STREET.  AN OREGON STATE HIGHWAY
 OA0418'DEPARTMENT STANDARD DISK, STAMPED SOUTH BASE 67 AND SET IN THE TOP OF
 OA0418'A CONCRETE POST.
 OA0418
 OA0418                          STATION RECOVERY (1942)
 OA0418
 OA0418'RECOVERY NOTE BY OREGON DEPARTMENT OF TRANSPORTATION 1942
 OA0418'STATION IS LOCATED IN THE TOWN OF BANDON, 132.5 FEET E OF OREGON
 OA0418'COAST HIGHWAY (U.S. 101), IN THE CENTER OF ELEVENTH STREET EAST,
 OA0418'42.4 FEET FROM THE SW CORNER OF A HOUSE ON THE N SIDE OF THE
 OA0418'STREET, AND 39 FEET FROM THE NW CORNER OF A CABIN ON S SIDE OF
 OA0418'THE STREET, ABOUT 8 INCHES BELOW GROUND.
 OA0418'
 OA0418'STATION MARK IS A DISK, STAMPED SOUTH BASE 67 1937, SET IN A
 OA0418'CONCRETE POST.
 OA0418
 OA0418                          STATION RECOVERY (1948)
 OA0418
 OA0418'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RAE)
 OA0418'LOCAL INQUIRY REVEALS THAT THIS STATION WAS COVERED WITH ASPHALT,
 OA0418'IF NOT DESTROYED, WHEN THE HIGHWAY WAS RE-SURFACED.  IT SHOULD BE
 OA0418'CLASSIFIED AS LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0757 ***********************************************************************
 OA0757  DESIGNATION -  BANDON SOUTH BASE RESET
 OA0757  PID         -  OA0757
 OA0757  STATE/COUNTY-  OR/COOS
 OA0757  USGS QUAD   -  BANDON (1970)
 OA0757
 OA0757                         *CURRENT SURVEY CONTROL
 OA0757  ___________________________________________________________________
 OA0757* NAD 83(1986)-  43 04 03.     (N)    124 24 55.     (W)     SCALED    
 OA0757* NAVD 88     -        24.484  (meters)      80.33   (feet)  ADJUSTED  
 OA0757  ___________________________________________________________________
 OA0757  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 OA0757  DYNAMIC HT  -          24.479 (meters)      80.31  (feet)  COMP
 OA0757  MODELED GRAV-     980,433.0   (mgal)                       NAVD 88
 OA0757
 OA0757  VERT ORDER  -  FIRST     CLASS II
 OA0757
 OA0757.The horizontal coordinates were scaled from a topographic map and have
 OA0757.an estimated accuracy of +/- 6 seconds.
 OA0757
 OA0757.The orthometric height was determined by differential leveling
 OA0757.and adjusted in June 1991.
 OA0757
 OA0757.The geoid height was determined by GEOID03.
 OA0757
 OA0757.The dynamic height is computed by dividing the NAVD 88
 OA0757.geopotential number by the normal gravity value computed on the
 OA0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0757.degrees latitude (g = 980.6199 gals.).
 OA0757
 OA0757.The modeled gravity was interpolated from observed gravity values.
 OA0757
 OA0757;                    North         East    Units  Estimated Accuracy
 OA0757;SPC OR S     -   163,060.    1,181,240.      MT  (+/- 180 meters Scaled)
 OA0757
 OA0757                          SUPERSEDED SURVEY CONTROL
 OA0757
 OA0757.No superseded survey control is available for this station.
 OA0757
 OA0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN847692(NAD 83)
 OA0757_MARKER: DS = TRIANGULATION STATION DISK
 OA0757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA0757_SP_SET: CONCRETE POST
 OA0757_STAMPING: S BASE 1942 1978
 OA0757_MARK LOGO: NGS   
 OA0757_PROJECTION: FLUSH
 OA0757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0757+STABILITY: SURFACE MOTION
 OA0757
 OA0757  HISTORY     - Date     Condition        Report By
 OA0757  HISTORY     - 1978     MONUMENTED       NGS
 OA0757  HISTORY     - 1988     GOOD             NGS
 OA0757
 OA0757                          STATION DESCRIPTION
 OA0757
 OA0757'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 OA0757'6.9 KM (4.30 MI) SOUTH FROM BANDON.
 OA0757'6.9 KM (4.30 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF
 OA0757'STATE HIGHWAY 42 IN BANDON, 48.2 M (158.1 FT) SOUTH OF THE SOUTHEAST
 OA0757'CORNER OF THE SEA GULL MYRTLEWOOD FACTORY, 10.9 M (35.8 FT) WEST OF
 OA0757'THE CENTERLINE OF THE HIGHWAY, 7.2 M (23.6 FT) NORTHEAST OF UTILITY
 OA0757'POLE NUMBER 590 R1, AND 4.8 M (15.7 FT) EAST OF THE WEST EDGE OF A
 OA0757'HIGHWAY PULLOUT.  NOTE--THE MARK IS IN AN ASPHALT PARKING AREA.
 OA0757'THE MARK IS ABOVE LEVEL WITH THE PULLOUT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1472 ***********************************************************************
 OA1472  DESIGNATION -  BANDON WEST BASE
 OA1472  PID         -  OA1472
 OA1472  STATE/COUNTY-  OR/COOS
 OA1472  USGS QUAD   -  BANDON (1970)
 OA1472
 OA1472                         *CURRENT SURVEY CONTROL
 OA1472  ___________________________________________________________________
 OA1472* NAD 83(1991)-  43 07 14.71051(N)    124 25 08.72209(W)     ADJUSTED  
 OA1472* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 OA1472  ___________________________________________________________________
 OA1472  LAPLACE CORR-          13.06  (seconds)                    DEFLEC99
 OA1472  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 OA1472  HORZ ORDER  -  THIRD
 OA1472
 OA1472.The horizontal coordinates were established by classical geodetic methods
 OA1472.and adjusted by the National Geodetic Survey in October 1991.
 OA1472
 OA1472.The orthometric height was scaled from a topographic map.
 OA1472
 OA1472.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1472
 OA1472.The geoid height was determined by GEOID03.
 OA1472
 OA1472;                    North         East     Units Scale Factor Converg.
 OA1472;SPC OR S     -   168,983.635 1,181,210.042   MT  0.99989495   -2 40 52.4
 OA1472;SPC OR S     -   554,408.25  3,875,361.03   iFT  0.99989495   -2 40 52.4
 OA1472;UTM  10      - 4,775,201.646   384,558.326   MT  0.99976394   -0 58 12.4
 OA1472
 OA1472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1472!SPC OR S     -   1.00000308  x   0.99989495  =   0.99989803
 OA1472!UTM  10      -   1.00000308  x   0.99976394  =   0.99976702
 OA1472
 OA1472|---------------------------------------------------------------------|
 OA1472| PID    Reference Object                     Distance      Geod. Az  |
 OA1472|                                                           dddmmss.s |
 OA1472| OA1446 POINT 2                             292.655 METERS 25409     |
 OA1472| OA1449 COQUILLE RIVER LH                   APPROX. 0.5 KM 3093924.4 |
 OA1472|---------------------------------------------------------------------|
 OA1472
 OA1472                          SUPERSEDED SURVEY CONTROL
 OA1472
 OA1472  NAD 83(1986)-  43 07 14.69672(N)    124 25 08.76929(W) AD(       ) 3
 OA1472  NAD 27      -  43 07 15.31200(N)    124 25 04.36300(W) AD(       ) 3
 OA1472
 OA1472.Superseded values are not recommended for survey control.
 OA1472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1472.See file dsdata.txt to determine how the superseded data were derived.
 OA1472
 OA1472_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN8455875202(NAD 83)
 OA1472
 OA1472  HISTORY     - Date     Condition        Report By
 OA1472  HISTORY     - 1937     MONUMENTED       USE
 OA1472  HISTORY     - 1948     SEE DESCRIPTION  CGS
 OA1472  HISTORY     - 1954     SEE DESCRIPTION  OR-011
 OA1472  HISTORY     - 20030711 MARK NOT FOUND   USPSQD
 OA1472
 OA1472                          STATION DESCRIPTION
 OA1472
 OA1472'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RAE)
 OA1472'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY THE
 OA1472'ARMY ENGINEERS IN 1937.  OWING TO THE MANY CHANGES IN LOCAL
 OA1472'CONDITIONS THE FOLLOWING DESCRIPTION IS SUBMITTED--
 OA1472'
 OA1472'STATION IS LOCATED IN THE NW PART OF BANDON, 0.1 MILE W OF THE
 OA1472'U.S. COAST GUARD STATION.  IT LIES AT THE POINT WHICH IS FORMED
 OA1472'BY EXTENDING THE CENTER LINE OF FIRST STREET AND THE W EDGE OF
 OA1472'THE SURFACING ON EDISON AVENUE, AND IS 30 METERS NW OF THE
 OA1472'CURVE CONNECTING THESE TWO STREETS.
 OA1472'
 OA1472'STATION MARK IS A 3/4-INCH PIPE SET IN A BLOCK OF CONCRETE
 OA1472'WHICH IS IN TURN SET IN THE BOTTOM OF A DRAIN.
 OA1472
 OA1472                          STATION RECOVERY (1954)
 OA1472
 OA1472'RECOVERY NOTE BY COOS COUNTY OREGON 1954
 OA1472'REPORT FROM COUNTY SURVEYOR, COOS COUNTY, OREGON DATED JULY 9,
 OA1472'1954--
 OA1472'
 OA1472'RAISED WEST BASE BY SETTING A FORD TRUCK AXLE IN CONCRETE IN
 OA1472'A 6 IN X 3 FT. CULVERT PIPE SET IN AN 18 IN X 24 IN X 18 IN BLOCK
 OA1472'OF CONCRETE.  MARKED CONCRETE W.B.
 OA1472
 OA1472                          STATION RECOVERY (2003)
 OA1472
 OA1472'RECOVERY NOTE BY US POWER SQUADRON 2003 (AES)
 OA1472'AREA COVERED WITH HEAVY BRUSH (GORSE)
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3359 ***********************************************************************
 RD3359  DESIGNATION -  BANK
 RD3359  PID         -  RD3359
 RD3359  STATE/COUNTY-  OR/MULTNOMAH
 RD3359  USGS QUAD   -  VANCOUVER (1990)
 RD3359
 RD3359                         *CURRENT SURVEY CONTROL
 RD3359  ___________________________________________________________________
 RD3359* NAD 83(1991)-  45 38 08.12228(N)    122 43 42.50120(W)     NO CHECK  
 RD3359* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 RD3359  ___________________________________________________________________
 RD3359  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 RD3359  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 RD3359  HORZ ORDER  -  THIRD
 RD3359
 RD3359.The horizontal coordinates were established by classical geodetic methods
 RD3359.and adjusted by the National Geodetic Survey in October 1991.
 RD3359.No horizontal observational check was made to the station.
 RD3359
 RD3359.The orthometric height was scaled from a topographic map.
 RD3359
 RD3359.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3359
 RD3359.The geoid height was determined by GEOID03.
 RD3359
 RD3359;                    North         East     Units Scale Factor Converg.
 RD3359;SPC OR N     -   221,188.946 2,326,280.025   MT  0.99992776   -1 34 49.4
 RD3359;SPC OR N     -   725,685.52  7,632,152.31   iFT  0.99992776   -1 34 49.4
 RD3359;SPC WA S     -    36,050.903   326,259.752   MT  1.00005068   -1 37 07.5
 RD3359;SPC WA S     -   118,277.00  1,070,403.87   sFT  1.00005068   -1 37 07.5
 RD3359;UTM  10      - 5,053,596.135   521,162.592   MT  0.99960551   +0 11 38.8
 RD3359
 RD3359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3359!SPC OR N     -   1.00000247  x   0.99992776  =   0.99993023
 RD3359!SPC WA S     -   1.00000247  x   1.00005068  =   1.00005315
 RD3359!UTM  10      -   1.00000247  x   0.99960551  =   0.99960798
 RD3359
 RD3359                          SUPERSEDED SURVEY CONTROL
 RD3359
 RD3359  NAD 83(1986)-  45 38 08.14103(N)    122 43 42.50289(W) AD(       ) 3
 RD3359  NAD 27      -  45 38 08.71845(N)    122 43 38.14680(W) AD(       ) 3
 RD3359
 RD3359.Superseded values are not recommended for survey control.
 RD3359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3359.See file dsdata.txt to determine how the superseded data were derived.
 RD3359
 RD3359_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER2116353596(NAD 83)
 RD3359
 RD3359  HISTORY     - Date     Condition        Report By
 RD3359  HISTORY     - 1938     MONUMENTED       USE
 RD3359  HISTORY     - 1951     SEE DESCRIPTION  CGS
 RD3359  HISTORY     - 1960     SEE DESCRIPTION  CGS
 RD3359  HISTORY     - 1963     SEE DESCRIPTION  CGS
 RD3359
 RD3359                          STATION DESCRIPTION
 RD3359
 RD3359'DESCRIBED BY US ENGINEERS 1938 (WMS)
 RD3359'ON THE S SHORE OF THE COLUMBIA RIVER (N BANK OF HAYDEN ISLAND) 3
 RD3359'MILES BELOW THE INTERSTATE BRIDGE.  STATION IS ON THE BANK 210 METERS
 RD3359'DOWNSTREAM FROM A LANDING USED BY LOG RAFTING OPERATIONS (CROWN
 RD3359'WILLAMETTE).
 RD3359'
 RD3359'STATION MARK IS IRON PIPE.  NOT OCCUPIED IN 1938 AND NO REFERENCE
 RD3359'MARKS.
 RD3359
 RD3359                          STATION RECOVERY (1951)
 RD3359
 RD3359'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HGC)
 RD3359'STATION IS ON THE SOUTH SHORE OF THE COLUMBIA RIVER (NORTH BANK OF
 RD3359'HAYDEN ISLAND), APPROXIMATELY 3.0 MILES DOWNSTREAM FROM INTERSTATE
 RD3359'BRIDGE AT VANCOUVER, WASHINGTON.  IT IS ABOUT 210 METERS DOWNSTREAM
 RD3359'FROM A LANDING USED BY LOG RAFTING OPERATIONS (CROWN WILLAMETTE
 RD3359'CO) AND ABOUT 220 METERS DOWNSTREAM FROM A NEW RESIDENCE HOUSE JUST
 RD3359'INSHORE FROM LANDING.  STATION MARK IS A STANDARD U.S.E. BRONZE
 RD3359'DISK SET IN THE TOP OF IRON PIPE SET IN CONCRETE.  IT HAS A LARGE
 RD3359'INGRAVED TRIANGLE IN THE TOP OF BRONZE DISK.  THE MARK IS ABOUT 1
 RD3359'FOOT BELOW THE SURFACE AND MARKED BY A USBM MARKER POST SET NEAR
 RD3359'THE MARK.  IT IS ABOUT 8 FEET ABOVE THE HIGH WATER LINE (NORMAL)
 RD3359'AND 15 FEET INSHORE.  IT IS 5.4 METERS NORTH OF TRIANGULAR-BLAZED
 RD3359'SHRUB APPEARING TREE, AND 7.7 METERS EAST OF TRIANGULAR-BLAZED ASH
 RD3359'TREE.  BOTH TREES HAVE ARROW BOARDS NAILED JUST BELOW THE TRIANGLES
 RD3359'POINTING TOWARD THE STATION.  IT IS 3 FEET EAST OF USBM MARKER POST.
 RD3359'IT IS APPROXIMATELY 500 FEET WEST OF DOLPHIN B THE OUTER-MOST OF 3
 RD3359'DOLPHINS.
 RD3359'
 RD3359'STATION RECOVERED IN GOOD CONDITION.  THERE ARE NO REFERENCE MARKS
 RD3359'SET AT THIS STATION.
 RD3359
 RD3359                          STATION RECOVERY (1960)
 RD3359
 RD3359'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ANS)
 RD3359'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  IT IS A PRECAST
 RD3359'CONCRETE POST WITH A UNITED STATES ARMY ENGINEER STANDARD BRONZE
 RD3359'DISK IMBEDDED INTO THE TOP OF THE POST.  THE CONCRETE POST IS 6
 RD3359'INCHES SQUARE AT THE TOP.
 RD3359'
 RD3359'THE STATION MARK IS ON THE SOUTH BANK OF THE COLUMBIA RIVER, ABOUT
 RD3359'TWENTY FEET ABOVE THE NORMAL WATER LINE, BUT ONLY ABOUT SIX FEET
 RD3359'HIGHER THEN THE NORMAL WATER LINE.  IT IS IN THE OPEN, ON THE EDGE OF
 RD3359'THE SLOPE OF THE BANK.  IT IS 20 FEET NORTH OF THE CENTER OF A
 RD3359'GRADED ROAD AND 3 FOOT NORTH OF A WITNESS POST.
 RD3359'
 RD3359'TO REACH FROM THE PORTLAND - VANCOUVER INTERSTATE BRIDGE, GO WEST ON
 RD3359'THE GRADED ROAD, ALONG THE SOUTH SIDE OF THE COLUMBIA RIVER FOR 1.0
 RD3359'MILE TO THE SPOKANE-PORTLAND AND SEATTLE RAILROAD BRIDGE.  CONTINUE
 RD3359'AHEAD ON THE GRADED ROAD FOR 1.9 MILES TO THE STATION ON THE
 RD3359'RIGHT, NORTH, SIDE OF THE ROAD.
 RD3359
 RD3359                          STATION RECOVERY (1963)
 RD3359
 RD3359'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FN)
 RD3359'AN UNSTAMPED OLD STYLE U.S. ENGINEERS TRIANGULATION DISK CEMENTED
 RD3359'INTO A 2 INCH IRON PIPE WAS FOUND LYING ON THE GROUND ON THE NORTH
 RD3359'SIDE OF HAYDEN ISLAND ROAD, NEAR A WHITE 4X4 WITNESS POST AND A
 RD3359'STEEL FENCE POST BEARING AN ALUMINUM WITNESS TAG.  FROM THE
 RD3359'LOCATION AND DESCRIPTION, IT APPEARS THAT THIS IS BANK (USE) 1938 AS
 RD3359'RECOVERED IN 1960, ALTHOUGH NO BROKEN CONCRETE WAS FOUND TO INDICATE
 RD3359'THAT THIS PIPE MAY HAVE BEEN CAST INTO A CONCRETE MONUMENT.
 RD3359'
 RD3359'A STANDARD U.S.E. REFERENCE DISK STAMPED BANK WAS FOUND SET ON THE
 RD3359'SOUTH SIDE OF HAYDEN ISLAND ROAD SOUTH OF THE UPROOTED STATION AND 3
 RD3359'FEET NORTH OF A 2X6 WHITE WITNESS POST.
 RD3359'
 RD3359'NO REFERENCE MARKS WERE SET FOR THIS STATION IN 1938 OR ARE
 RD3359'MENTIONED IN THE 1960 RECOVERY NOTE.
 RD3359'
 RD3359'THE STATION MUST BE CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0992 ***********************************************************************
 PC0992  DESIGNATION -  BANKS
 PC0992  PID         -  PC0992
 PC0992  STATE/COUNTY-  OR/DOUGLAS
 PC0992  USGS QUAD   -  NONPAREIL (1987)
 PC0992
 PC0992                         *CURRENT SURVEY CONTROL
 PC0992  ___________________________________________________________________
 PC0992* NAD 83(1991)-  43 24 19.69366(N)    123 10 44.80062(W)     ADJUSTED  
 PC0992* NAVD 88     -       201.9    (meters)     662.     (feet)  VERTCON   
 PC0992  ___________________________________________________________________
 PC0992  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 PC0992  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 PC0992  HORZ ORDER  -  THIRD
 PC0992
 PC0992.The horizontal coordinates were established by classical geodetic methods
 PC0992.and adjusted by the National Geodetic Survey in October 1991.
 PC0992
 PC0992.The NAVD 88 height was computed by applying the VERTCON shift value to
 PC0992.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PC0992
 PC0992.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC0992
 PC0992.The geoid height was determined by GEOID03.
 PC0992
 PC0992;                    North         East     Units Scale Factor Converg.
 PC0992;SPC OR S     -   196,621.975 1,283,042.663   MT  0.99990313   -1 49 58.5
 PC0992;SPC OR S     -   645,085.22  4,209,457.56   iFT  0.99990313   -1 49 58.5
 PC0992;UTM  10      - 4,805,858.779   485,497.296   MT  0.99960259   -0 07 23.1
 PC0992
 PC0992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC0992!SPC OR S     -   0.99997199  x   0.99990313  =   0.99987513
 PC0992!UTM  10      -   0.99997199  x   0.99960259  =   0.99957459
 PC0992
 PC0992|---------------------------------------------------------------------|
 PC0992| PID    Reference Object                     Distance      Geod. Az  |
 PC0992|                                                           dddmmss.s |
 PC0992| CD9014 BANKS RM 1                            7.700 METERS 09437     |
 PC0992| CD9015 BANKS RM 2                            5.815 METERS 22717     |
 PC0992| CD9013 BANKS AZ MK                                        2550140.6 |
 PC0992|---------------------------------------------------------------------|
 PC0992
 PC0992                          SUPERSEDED SURVEY CONTROL
 PC0992
 PC0992  NAD 83(1986)-  43 24 19.69445(N)    123 10 44.82447(W) AD(       ) 3
 PC0992  NAD 27      -  43 24 20.27410(N)    123 10 40.56640(W) AD(       ) 3
 PC0992  NGVD 29 (07/19/86)  200.8    (m)          659.     (f) VERT ANG    3  
 PC0992
 PC0992.Superseded values are not recommended for survey control.
 PC0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0992.See file dsdata.txt to determine how the superseded data were derived.
 PC0992
 PC0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP8549705859(NAD 83)
 PC0992_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PC0992_SETTING: 80 = SET IN A BOULDER
 PC0992_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 PC0992
 PC0992  HISTORY     - Date     Condition        Report By
 PC0992  HISTORY     - 1953     MONUMENTED       CGS
 PC0992  HISTORY     - 1970     SEE DESCRIPTION  LOCENG
 PC0992  HISTORY     - 1971     SEE DESCRIPTION  NGS
 PC0992
 PC0992                          STATION DESCRIPTION
 PC0992
 PC0992'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 PC0992'THE STATION IS ABOUT 7 MILES EAST BY NORTH OF SUTHERLIN AND 0.15
 PC0992'MILE WEST OF THE JUNCTION OF THE BANKS CREEK ROAD AND THE
 PC0992'HIGHWAY RUNNING ALONG CALAPOOYA CREEK.  IT IS ON THE RIGHT OF
 PC0992'WAY OF A RAILROAD OWNED BY THE WEYERHAEUSER LUMBER COMPANY.
 PC0992'
 PC0992'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 99 AND CENTRAL STREET
 PC0992'IN SUTHERLIN, GO EAST ON CENTRAL STREET AND FOLLOW PAVED HIGHWAY
 PC0992'FOR 6.9 MILES TO A RAILROAD CROSSING, THEN CONTINUE STRAIGHT
 PC0992'AHEAD FOR 0.3 MILES TO THE EASTERN ONE OF A ROW OF NINE HOUSES
 PC0992'ON THE LEFT, THEN TURN LEFT ON A SMALL DRIVEWAY TO STATION
 PC0992'BETWEEN HOUSE AND RAILROAD.
 PC0992'
 PC0992'THE STATION MARK, STAMPED BANKS 1953, IS A STANDARD DISK SET
 PC0992'IN THE TOP OF A SMALL BOULDER WHICH PROJECTS 6 INCHES.  IT IS 61
 PC0992'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 16.5 FEET SOUTH OF
 PC0992'THE CENTER OF THE RAILROAD TRACKS, 15.5 FEET NORTH-NORTHEAST OF
 PC0992'THE NORTHEAST CORNER OF THE HOUSE, AND 4 FEET WEST OF A WHITE
 PC0992'WITNESS POST.
 PC0992'
 PC0992'REFERENCE MARK 1, STAMPED BANKS NO 1 1953, IS A STANDARD DISK
 PC0992'SET IN THE TOP OF A 4-INCH SOIL PIPE WHICH PROJECTS 3 INCHES.  IT
 PC0992'IS 1-1/2 FEET NORTH OF A WIRE FENCE.
 PC0992'
 PC0992'REFERENCE MARK 2, STAMPED BANKS NO 2 1953, IS A STANDARD DISK
 PC0992'SET IN THE TOP OF A 4-INCH SOIL PIPE WHICH PROJECTS 3 INCHES.  IT
 PC0992'IS 1 FOOT NORTH OF THE WIRE FENCE.
 PC0992'
 PC0992'THE AZIMUTH MARK, STAMPED BANKS 1953, IS A STANDARD DISK SET IN
 PC0992'THE TOP OF A 4-INCH SOIL PIPE WHICH PROJECTS 6 INCHES.  IT IS
 PC0992'LOCATED AT THE RAILROAD CROSSING 0.3 MILE WEST OF THE STATION,
 PC0992'19 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 18 FEET NORTHWEST
 PC0992'OF THE CENTER OF THE RAILROAD TRACKS, 4 FEET EAST OF A POWER
 PC0992'POLE, AND 2 FEET EAST OF A WHITE WITNESS POST.
 PC0992
 PC0992                          STATION RECOVERY (1970)
 PC0992
 PC0992'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970 (LTI)
 PC0992'RECOVERED BY SCHMIDT CORP.
 PC0992'
 PC0992'BANKS 1953 STATION IS LOOSE, MAY BE MOVED VERTICALLY
 PC0992'
 PC0992'BANKS 1953 (AZIMUTH) GOOD
 PC0992'
 PC0992'REFERENCE MARKS NOT SEARCHED FOR
 PC0992
 PC0992                          STATION RECOVERY (1971)
 PC0992
 PC0992'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 PC0992'THE AZIMUTH MARK, AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 PC0992'CONDITION.  THE STATION MARK HAD BEEN PRIED OUT OF THE
 PC0992'BOULDER.  THE DRILL HOLE WAS CLEANED OUT, AND ANOTHER STATION
 PC0992'MARK DISK CEMENTED THEREIN.  A DIFFERENCE IN THE HORIZONTAL ANGLE
 PC0992'BETWEEN THE REFERENCE MARKS WAS FOUND.  A NEW AND COMPLETE
 PC0992'DESCRIPTION FOLLOWS.
 PC0992'
 PC0992'THE STATION IS 7 MILES EAST OF SOUTHERLIN ON THE RIGHT-OF-WAY
 PC0992'OF AN ABANDONED RAILROAD.
 PC0992'
 PC0992'TO REACH THE STATION FROM THE SOUTHERLIN RAILROAD DEPOT GO EAST
 PC0992'ON CENTRAL AVENUE, AND THE MACADAM ROAD FOR 7.2 MILES TO THE
 PC0992'AZIMUTH MARK ON THE RIGHT, CONTINUE EAST ON THE MACADAM ROAD
 PC0992'FOR 0.3 MILE TO THE STATION ON THE LEFT.
 PC0992'
 PC0992'THE STATION MARK, STAMPED BANKS 1953 1971, IS A STANDARD DISK
 PC0992'CEMENTED IN A DRILL HOLE IN A 1 BY 4 FOOT BOULDER THAT PROJECTS
 PC0992'6 INCHES, 0.15 MILE WEST OF THE JUNCTION WITH BANKS CREEK ROAD,
 PC0992'62 FEET NORTH OF THE CENTER OF THE MACADAM ROAD, 17 FEET SOUTH OF
 PC0992'THE CENTER OF THE OLD RAILROAD BED, 16 FEET NORTHEAST OF THE
 PC0992'NORTHEAST CORNER OF AN ABANDONED HOUSE, 10 FEET NORTH OF AN
 PC0992'EAST-WEST FENCE LINE, AND 2 FEET SOUTH OF A METAL WITNESS
 PC0992'POST.  (NOTE 4)
 PC0992'
 PC0992'REFERENCE MARK NO. 1, STAMPED BANKS NO 1 1953, IS A STANDARD
 PC0992'DISK SET IN CONCRETE IN A 5-INCH PIPE THAT PROJECTS 3 INCHES, 27
 PC0992'FEET SOUTHEAST OF THE WITNESS POST, 10 FEET NORTHWEST OF A LONE
 PC0992'WILLOW TREE, AND 1 FOOT NORTH OF THE EAST-WEST FENCE LINE.
 PC0992'
 PC0992'REFERENCE MARK NO. 2, STAMPED BANKS NO 2 1953, IS A STANDARD
 PC0992'DISK SET IN CONCRETE IN A 5-INCH PIPE THAT PROJECTS 3 INCHES, 20
 PC0992'FEET SOUTHWEST OF THE WITNESS POST, 12 FEET NORTHWEST OF THE
 PC0992'NORTHEAST CORNER OF THE ABANDONED HOUSE, AND 1 FOOT NORTH OF THE
 PC0992'EAST-WEST FENCE LINE.
 PC0992'
 PC0992'THE AZIMUTH MARK, STAMPED BANKS 1953, IS A STANDARD DISK SET IN
 PC0992'CONCRETE IN A 5-INCH PIPE THAT PROJECTS 5 INCHES, 200 FEET
 PC0992'NORTHWEST OF MILEPOST NO. 7, 22 FEET SOUTHWEST OF THE CENTER OF THE
 PC0992'ROAD, 20 FEET SOUTHEAST OF THE NORTH END OF A GATE, 18 FEET NORTH
 PC0992'OF THE CENTER OF THE OLD RAILROAD BED, 4 FEET SOUTHEAST OF POWER
 PC0992'LINE BRACE POLE NO. A 4407, AND 1 FOOT SOUTHEAST OF A METAL
 PC0992'WITNESS POST.
 PC0992'
 PC0992'NOTE--LINE OF SIGHT WAS NOT CLEARED TO THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AJ8158 ***********************************************************************
 AJ8158  DESIGNATION -  BANKS
 AJ8158  PID         -  AJ8158
 AJ8158  STATE/COUNTY-  OR/WASHINGTON
 AJ8158  USGS QUAD   -  FOREST GROVE (1992)
 AJ8158
 AJ8158                         *CURRENT SURVEY CONTROL
 AJ8158  ___________________________________________________________________
 AJ8158* NAD 83(2007)-  45 36 37.02077(N)    123 06 54.88749(W)     ADJUSTED  
 AJ8158* NAVD 88     -        64.3    (meters)     211.     (feet)  GPS OBS   
 AJ8158  ___________________________________________________________________
 AJ8158  EPOCH DATE  -        2007.00
 AJ8158  X           -  -2,441,747.556 (meters)                     COMP
 AJ8158  Y           -  -3,743,455.355 (meters)                     COMP
 AJ8158  Z           -   4,535,082.043 (meters)                     COMP
 AJ8158  LAPLACE CORR-         -11.98  (seconds)                    DEFLEC99
 AJ8158  ELLIP HEIGHT-          42.079 (meters)          (02/10/07) ADJUSTED
 AJ8158  GEOID HEIGHT-         -22.29  (meters)                     GEOID03
 AJ8158
 AJ8158  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ8158  Type    PID    Designation                      North   East  Ellip
 AJ8158  -------------------------------------------------------------------
 AJ8158  NETWORK AJ8158 BANKS                             0.80   0.57   2.69
 AJ8158  -------------------------------------------------------------------
 AJ8158
 AJ8158.The horizontal coordinates were established by GPS observations
 AJ8158.and adjusted by the National Geodetic Survey in February 2007.
 AJ8158
 AJ8158.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ8158.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ8158.The horizontal coordinates are valid at the epoch date displayed above.
 AJ8158.The epoch date for horizontal control is a decimal equivalence
 AJ8158.of Year/Month/Day.
 AJ8158
 AJ8158.The orthometric height was determined by GPS observations and a
 AJ8158.high-resolution geoid model.
 AJ8158
 AJ8158.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8158
 AJ8158.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8158
 AJ8158.The ellipsoidal height was determined by GPS observations
 AJ8158.and is referenced to NAD 83.
 AJ8158
 AJ8158.The geoid height was determined by GEOID03.
 AJ8158
 AJ8158;                    North         East     Units Scale Factor Converg.
 AJ8158;SPC OR N     -   219,281.828 2,296,047.894   MT  0.99992426   -1 51 16.9
 AJ8158;SPC OR N     -   719,428.57  7,532,965.53   iFT  0.99992426   -1 51 16.9
 AJ8158;UTM  10      - 5,050,755.263   491,013.752   MT  0.99960099   -0 04 56.5
 AJ8158
 AJ8158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8158!SPC OR N     -   0.99999340  x   0.99992426  =   0.99991766
 AJ8158!UTM  10      -   0.99999340  x   0.99960099  =   0.99959440
 AJ8158
 AJ8158                          SUPERSEDED SURVEY CONTROL
 AJ8158
 AJ8158  NAD 83(1998)-  45 36 37.01861(N)    123 06 54.88926(W) AD(       ) B
 AJ8158  ELLIP H (02/26/02)   42.086  (m)                       GP(       ) 3 2
 AJ8158
 AJ8158.Superseded values are not recommended for survey control.
 AJ8158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8158.See file dsdata.txt to determine how the superseded data were derived.
 AJ8158
 AJ8158_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR9101450755(NAD 83)
 AJ8158_MARKER: DD = SURVEY DISK
 AJ8158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8158_STAMPING: BANKS 1999
 AJ8158_MARK LOGO: OR-067
 AJ8158_PROJECTION: RECESSED 9 CENTIMETERS
 AJ8158_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ8158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8158+STABILITY: SURFACE MOTION
 AJ8158_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8158+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2008
 AJ8158
 AJ8158  HISTORY     - Date     Condition        Report By
 AJ8158  HISTORY     - 20001129 MONUMENTED       OR-067
 AJ8158  HISTORY     - 20080711 GOOD             JCLS
 AJ8158
 AJ8158                          STATION DESCRIPTION
 AJ8158
 AJ8158'DESCRIBED BY WASHINGTON COUNTY OREGON 2000 (JD)
 AJ8158'THE STATION IS LOCATED ABOUT 0.15 MI (0.24 KM) NORTHWEST OF THE STATE
 AJ8158'HIGHWAY 6 (WILSON
 AJ8158'RIVER HIGHWAY) OVERPASS AT STATE HIGHWAY 47 IN BANKS.  OWNERSHIP --
 AJ8158'OREGON STATE
 AJ8158'DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY.
 AJ8158' 
 AJ8158'TO REACH THE STATION FROM THE STATE HIGHWAY 6 (WILSON RIVER HIGHWAY)
 AJ8158'OVERPASS AT
 AJ8158'STATE HIGHWAY 47, GO NORTHWEST ON HIGHWAY 6 FOR 0.05 MI (0.08 KM) TO
 AJ8158'THE BANKS EXIT.  TURN
 AJ8158'RIGHT, NORTH, ON THE EXIT FOR 0.10 MI (0.16 KM) TO THE STATION ON THE
 AJ8158'RIGHT IN A GRASSY AREA.
 AJ8158' 
 AJ8158'THE STATION IS A 2 IN (5 CM) DIAMETER BRASS WASHINGTON COUNTY SURVEYOR
 AJ8158'DISK SET IN TOP OF
 AJ8158'A 12 IN (30 CM) FLAT CONCRETE MONUMENT RECESSED 0.3 FT (9 CM) BELOW
 AJ8158'GROUND.  IT IS 29.3
 AJ8158'FT (8.9 M) SOUTH-SOUTHEAST FROM A HIGHWAY REFLECTOR POST, 317.4 FT
 AJ8158'(96.7 M)
 AJ8158'EAST-NORTHEAST FROM PGE POLE NO. 882 1982, 95.2 FT (29.0 M)
 AJ8158'SOUTH-SOUTHWEST FROM A PINE
 AJ8158'TREE WITH 3 TRUNKS, 29.1 FT (8.9 M) SOUTHEAST FROM SOUTHEAST EDGE OF
 AJ8158'PAVEMENT OF THE
 AJ8158'ROAD,  69.6 FT (21.2M) SOUTHWEST FROM A HIGHWAY REFLECTOR POST, 18.7
 AJ8158'FT (5.7 M) SOUTHEAST
 AJ8158'FROM A 4 X 6 IN SIGN POST FOR FOOD AND GAS,  AND 1.0 FT (0.3 M)
 AJ8158'NORTHWEST FROM A METAL
 AJ8158'WITNESS POST.
 AJ8158' 
 AJ8158' 
 AJ8158' 
 AJ8158' 
 AJ8158' 
 AJ8158' 
 AJ8158'
 AJ8158
 AJ8158                          STATION RECOVERY (2008)
 AJ8158
 AJ8158'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2008 (MRY)
 AJ8158'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2753 ***********************************************************************
 RD2753  DESIGNATION -  BAP
 RD2753  PID         -  RD2753
 RD2753  STATE/COUNTY-  OR/CLACKAMAS
 RD2753  USGS QUAD   -  SHERWOOD (1985)
 RD2753
 RD2753                         *CURRENT SURVEY CONTROL
 RD2753  ___________________________________________________________________
 RD2753* NAD 83(1991)-  45 15 50.06877(N)    122 50 46.79663(W)     ADJUSTED  
 RD2753* NAVD 88     -        34.94   (+/-2cm)     114.6    (feet)  VERTCON   
 RD2753  ___________________________________________________________________
 RD2753  LAPLACE CORR-          -2.79  (seconds)                    DEFLEC99
 RD2753  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 RD2753  HORZ ORDER  -  THIRD
 RD2753  VERT ORDER  -  THIRD ? (See Below)
 RD2753
 RD2753.The horizontal coordinates were established by classical geodetic methods
 RD2753.and adjusted by the National Geodetic Survey in October 1991.
 RD2753
 RD2753.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD2753.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD2753.The vertical order pertains to the NGVD 29 superseded value.
 RD2753
 RD2753.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2753
 RD2753.The geoid height was determined by GEOID03.
 RD2753
 RD2753;                    North         East     Units Scale Factor Converg.
 RD2753;SPC OR N     -   180,161.381 2,315,895.395   MT  0.99989596   -1 39 50.4
 RD2753;SPC OR N     -   591,080.65  7,598,082.00   iFT  0.99989596   -1 39 50.4
 RD2753;UTM  10      - 5,012,279.397   512,055.630   MT  0.99960179   +0 06 33.0
 RD2753
 RD2753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2753!SPC OR N     -   0.99999812  x   0.99989596  =   0.99989408
 RD2753!UTM  10      -   0.99999812  x   0.99960179  =   0.99959991
 RD2753
 RD2753|---------------------------------------------------------------------|
 RD2753| PID    Reference Object                     Distance      Geod. Az  |
 RD2753|                                                           dddmmss.s |
 RD2753| CE2289 BAP RM 2                              9.075 METERS 09527     |
 RD2753| RD2747 LADD                                APPROX. 2.7 KM 3420059.3 |
 RD2753| CE2288 BAP RM 1                             12.400 METERS 34630     |
 RD2753|---------------------------------------------------------------------|
 RD2753
 RD2753                          SUPERSEDED SURVEY CONTROL
 RD2753
 RD2753  NAD 83(1986)-  45 15 50.09070(N)    122 50 46.80549(W) AD(       ) 3
 RD2753  NAD 27      -  45 15 50.66210(N)    122 50 42.45602(W) AD(       ) 3
 RD2753  NGVD 29 (07/19/86)   33.89   (m)          111.2    (f) LEVELING    3  
 RD2753
 RD2753.Superseded values are not recommended for survey control.
 RD2753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2753.See file dsdata.txt to determine how the superseded data were derived.
 RD2753
 RD2753_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1205612279(NAD 83)
 RD2753_MARKER: Z = SEE DESCRIPTION
 RD2753_SETTING: 0 = UNSPECIFIED SETTING
 RD2753
 RD2753  HISTORY     - Date     Condition        Report By
 RD2753  HISTORY     - 1946     MONUMENTED       USE
 RD2753
 RD2753                          STATION DESCRIPTION
 RD2753
 RD2753'DESCRIBED BY US ENGINEERS 1946 (CAG)
 RD2753'STATION IS LOCATED ON THE NW BANK OF THE WILLAMETTE RIVER, ABOUT
 RD2753'5 MILES SW OF WILSONVILLE.  IT IS 36 FEET ESE OF THE CENTER LINE
 RD2753'OF A GRAVEL ROAD, 20 FEET SW OF A BOARD FENCE, 4 FEET N OF A
 RD2753'RAVINE, AND ABOUT 110 FEET SW OF A LARGE RANCH HOUSE.
 RD2753'
 RD2753'IT IS A U.S. ENGINEERS BRONZE DISK SET IN A CONCRETE POST
 RD2753'PROJECTING 5 INCHES.  IT IS STAMPED BAP T.O.T. 1935.
 RD2753'
 RD2753'REFERENCE MARK 1 IS NNW OF THE STATION, 1 FOOT W OF A BOARD
 RD2753'FENCE, 58 FEET SE OF A PRIVATE DRIVEWAY, 46 FEET NW OF THE CENTER
 RD2753'LINE OF A GRAVEL ROAD, AND ABOUT 3 FEET LOWER THAN THE STATION.  IT
 RD2753'IS STAMPED BAP USE R M NO 1 AND PROJECTS 4 INCHES.  IT IS A BRONZE
 RD2753'REFERENCE DISK SET IN CONCRETE.
 RD2753'
 RD2753'REFERENCE MARK 2 IS ESE OF THE STATION, 1 FOOT W OF A BOARD
 RD2753'FENCE, AND DIRECTLY UNDER A POWER LINE.  IT IS STAMPED BAP USE
 RD2753'R M NO 2 AND PROJECTS 3 INCHES.  IT IS A BRONZE REFERENCE DISK
 RD2753'SET IN CONCRETE.
 RD2753'
 RD2753'THE AZIMUTH MARK IS TRIANGULATION STATION LADD, ABOUT 1.75 MILES
 RD2753'NNW OF THE STATION.
 RD2753'
 RD2753'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 217 AND
 RD2753'THE OREGON CITY-NEWBERG HIGHWAY IN NORTH WILSONVILLE, GO SW TOWARD
 RD2753'NEWBERG FOR 5.2 MILES TO A CROSSROADS, TURN LEFT ON A GRAVEL ROAD
 RD2753'0.1 MILE TO WHERE THE ROAD TURNS RIGHT AND THE STATION ON THE
 RD2753'LEFT.
 RD2753'
 RD2753'TO REACH THE AZIMUTH MARK (STATION LADD), GO NW ON A GRAVEL ROAD
 RD2753'FOR 0.9 MILE TO THE LADD SCHOOL, CONTINUE 0.9 MILE TO THE ENTRANCE
 RD2753'TO THE CLOCK RANCH AND THE END OF TRUCK TRAVEL.  PACK ABOUT 150
 RD2753'YARDS W TO CREST OF THE RIDGE AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2175 ***********************************************************************
 RD2175  DESIGNATION -  BAR
 RD2175  PID         -  RD2175
 RD2175  STATE/COUNTY-  OR/MULTNOMAH
 RD2175  USGS QUAD   -  MULTNOMAH FALLS (1994)
 RD2175
 RD2175                         *CURRENT SURVEY CONTROL
 RD2175  ___________________________________________________________________
 RD2175* NAD 83(1991)-  45 36 45.81493(N)    122 01 12.56550(W)     ADJUSTED  
 RD2175* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 RD2175  ___________________________________________________________________
 RD2175  LAPLACE CORR-           6.05  (seconds)                    DEFLEC99
 RD2175  GEOID HEIGHT-         -21.91  (meters)                     GEOID03
 RD2175  HORZ ORDER  -  THIRD
 RD2175
 RD2175.The horizontal coordinates were established by classical geodetic methods
 RD2175.and adjusted by the National Geodetic Survey in October 1991.
 RD2175
 RD2175.The orthometric height was scaled from a topographic map.
 RD2175
 RD2175.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2175
 RD2175.The geoid height was determined by GEOID03.
 RD2175
 RD2175;                    North         East     Units Scale Factor Converg.
 RD2175;SPC OR N     -   217,367.438 2,381,440.724   MT  0.99992458   -1 04 41.1
 RD2175;SPC OR N     -   713,147.76  7,813,125.73   iFT  0.99992458   -1 04 41.1
 RD2175;SPC WA S     -    32,197.850   381,425.333   MT  1.00005729   -1 06 15.2
 RD2175;SPC WA S     -   105,635.78  1,251,392.95   sFT  1.00005729   -1 06 15.2
 RD2175;UTM  10      - 5,051,487.067   576,399.011   MT  0.99967176   +0 42 00.9
 RD2175
 RD2175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2175!SPC OR N     -   1.00000280  x   0.99992458  =   0.99992738
 RD2175!SPC WA S     -   1.00000280  x   1.00005729  =   1.00006009
 RD2175!UTM  10      -   1.00000280  x   0.99967176  =   0.99967456
 RD2175
 RD2175:                Primary Azimuth Mark                     Grid Az
 RD2175:SPC OR N     -  JET                                      261 21 14.7
 RD2175:SPC WA S     -  JET                                      261 22 48.8
 RD2175:UTM  10      -  JET                                      259 34 32.7
 RD2175
 RD2175|---------------------------------------------------------------------|
 RD2175| PID    Reference Object                     Distance      Geod. Az  |
 RD2175|                                                           dddmmss.s |
 RD2175| RD2120 JET                                 APPROX. 0.6 KM 2601633.6 |
 RD2175|---------------------------------------------------------------------|
 RD2175
 RD2175                          SUPERSEDED SURVEY CONTROL
 RD2175
 RD2175  NAD 83(1986)-  45 36 45.82413(N)    122 01 12.57307(W) AD(       ) 3
 RD2175  NAD 27      -  45 36 46.39700(N)    122 01 08.28200(W) AD(       ) 3
 RD2175
 RD2175.Superseded values are not recommended for survey control.
 RD2175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2175.See file dsdata.txt to determine how the superseded data were derived.
 RD2175
 RD2175_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER7639951487(NAD 83)
 RD2175
 RD2175  HISTORY     - Date     Condition        Report By
 RD2175  HISTORY     - 1935     MONUMENTED       USE
 RD2175  HISTORY     - 1947     SEE DESCRIPTION  CGS
 RD2175
 RD2175                          STATION DESCRIPTION
 RD2175
 RD2175'DESCRIBED BY US ENGINEERS 1935
 RD2175'ON S BANK OF COLUMBIA RIVER, ABOUT 0.25 MILE W OF WARRENDALE,
 RD2175'ALMOST DUE S OF AND ACROSS RIVER FROM BEACON ROCK, WHICH IS
 RD2175'ABOUT 1 MILE DISTANT, ABOUT 0.2 MILE BELOW LOWER END OF
 RD2175'PIERCE ISLAND, AND ABOUT 10 FEET N OF BANK.
 RD2175'
 RD2175'STATION IS MARKED BY SECTION OF 1 1/4-INCH IRON PIPE IN
 RD2175'CONCRETE POST WITH USED BAR 1935 MARKED IN CONCRETE.  A 6-INCH
 RD2175'COTTONWOOD TREE IS DISTANT 24 FEET IN AZIMUTH S 28 DEG 45 MIN W,
 RD2175'MAGNETIC, AND 5-INCH COTTONWOOD TREE IS DISTANT 22.3 FEET IN
 RD2175'AZIMUTH S 18 DEG 30 MIN E, MAGNETIC.  BOTH TREES ARE BLAZED AND
 RD2175'MARKED WITH TRIANGLES OF NAILS.
 RD2175
 RD2175                          STATION RECOVERY (1947)
 RD2175
 RD2175'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (EHB)
 RD2175'STATION WAS NOT FOUND.  THE REMAINS OF SIGNAL POLE AND
 RD2175'LUMBER WERE FOUND IN THE VICINITY OF THE STATION.  VICINITY
 RD2175'WAS DETERMINED BY SEXTANT ANGLES FROM PLOTTED POSITIONS OF
 RD2175'OTHER STATIONS AND A HOLE WAS DUG 5 FEET DEEP AND ABOUT 5
 RD2175'FEET IN DIAMETER.  DURING THE PROCESS OF DIGGING A RED AND
 RD2175'WHITE POLE WAS FOUND (NORMALLY USED BY U.S. ENGINEERS) AND
 RD2175'IT IS BELIEVED THIS STATION MIGHT BE FOUND BY DIGGING
 RD2175'DEEPER.  IT APPEARS THAT AT LEAST 10 FEET OF SAND HAS BEEN
 RD2175'DEPOSITED BY THE RIVER AT THIS POINT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0947 ***********************************************************************
 OA0947  DESIGNATION -  BARE RIDGE
 OA0947  PID         -  OA0947
 OA0947  STATE/COUNTY-  OR/CURRY
 OA0947  USGS QUAD   -  MOUNT EMILY (1989)
 OA0947
 OA0947                         *CURRENT SURVEY CONTROL
 OA0947  ___________________________________________________________________
 OA0947* NAD 83(1991)-  42 01 59.04854(N)    124 13 49.31874(W)     ADJUSTED  
 OA0947* NAVD 88     -       172.     (meters)     564.     (feet)  SCALED    
 OA0947  ___________________________________________________________________
 OA0947  LAPLACE CORR-          12.33  (seconds)                    DEFLEC99
 OA0947  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 OA0947  HORZ ORDER  -  THIRD
 OA0947
 OA0947.The horizontal coordinates were established by classical geodetic methods
 OA0947.and adjusted by the National Geodetic Survey in October 1991.
 OA0947
 OA0947.The orthometric height was scaled from a topographic map.
 OA0947
 OA0947.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA0947
 OA0947.The geoid height was determined by GEOID03.
 OA0947
 OA0947;                    North         East     Units Scale Factor Converg.
 OA0947;SPC OR S     -    47,582.097 1,191,171.006   MT  1.00008909   -2 33 07.6
 OA0947;SPC OR S     -   156,109.24  3,908,041.36   iFT  1.00008909   -2 33 07.6
 OA0947;SPC CA 1     -   802,147.502 1,815,307.095   MT  1.00011374   -1 27 30.2
 OA0947;SPC CA 1     - 2,631,712.26  5,955,720.03   sFT  1.00011374   -1 27 30.2
 OA0947;UTM  10      - 4,654,180.073   398,155.938   MT  0.99972763   -0 49 25.9
 OA0947
 OA0947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA0947!SPC OR S     -   0.99997739  x   1.00008909  =   1.00006648
 OA0947!SPC CA 1     -   0.99997739  x   1.00011374  =   1.00009113
 OA0947!UTM  10      -   0.99997739  x   0.99972763  =   0.99970503
 OA0947
 OA0947:                Primary Azimuth Mark                     Grid Az
 OA0947:SPC OR S     -  OTTO                                     169 32 28.9
 OA0947:SPC CA 1     -  OTTO                                     168 26 51.5
 OA0947:UTM  10      -  OTTO                                     167 48 47.2
 OA0947
 OA0947|---------------------------------------------------------------------|
 OA0947| PID    Reference Object                     Distance      Geod. Az  |
 OA0947|                                                           dddmmss.s |
 OA0947| OA0948 OTTO                                APPROX. 0.9 KM 1665921.3 |
 OA0947|---------------------------------------------------------------------|
 OA0947
 OA0947                          SUPERSEDED SURVEY CONTROL
 OA0947
 OA0947  NAD 83(1986)-  42 01 59.03921(N)    124 13 49.32462(W) AD(       ) 3
 OA0947  NAD 27      -  42 01 59.65000(N)    124 13 44.97000(W) AD(       ) 3
 OA0947
 OA0947.Superseded values are not recommended for survey control.
 OA0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0947.See file dsdata.txt to determine how the superseded data were derived.
 OA0947
 OA0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCM9815654180(NAD 83)
 OA0947
 OA0947  HISTORY     - Date     Condition        Report By
 OA0947  HISTORY     - 1870     MONUMENTED       CGS
 OA0947  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OA0947
 OA0947                          STATION DESCRIPTION
 OA0947
 OA0947'DESCRIBED BY COAST AND GEODETIC SURVEY 1870 (AWC)
 OA0947'STATION IS ON THE SECOND BENCH OF A LONG RIDGE ENDING IN A CONICAL
 OA0947'HILL, ABOUT 500 FEET ABOVE THE ROAD AND 580 FEET ABOVE THE SEA.
 OA0947'
 OA0947'THE STATION IS MARKED BY A BOTTLE BURIED 3 FEET BELOW THE
 OA0947'SURFACE AND AT THE SURFACE THERE ARE 3 STUBS WITH A COPPER TACK
 OA0947'IN THE TOP OF EACH, DISTANT 3 FEET AND BEARING N, S AND E
 OA0947'(MAGNETIC).
 OA0947
 OA0947                          STATION RECOVERY (1934)
 OA0947
 OA0947'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (LAM)
 OA0947'STATION NOT RECOVERED.  NEW DESCRIPTION OF VICINITY
 OA0947'FOLLOWS--STATION IS ABOUT 2 MILES NORTHWESTERLY FROM THE MOUTH
 OA0947'OF WINCHUCK RIVER AND 1,500 FEET NE OF A PROMINENT ROCK FORMATION
 OA0947'JUST E OF THE OREGON COAST HIGHWAY.  THE STATION IS ON THE SECOND
 OA0947'BENCH OF A LONG RIDGE THAT ENDS IN A CONICAL HILL.  ITS ELEVATION
 OA0947'IS ABOUT 580 FEET ABOVE THE SEA.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD4003 ***********************************************************************
 RD4003  DESIGNATION -  BARE TREE
 RD4003  PID         -  RD4003
 RD4003  STATE/COUNTY-  OR/COLUMBIA
 RD4003  USGS QUAD   -  ST HELENS (1990)
 RD4003
 RD4003                         *CURRENT SURVEY CONTROL
 RD4003  ___________________________________________________________________
 RD4003* NAD 83(1991)-  45 49 51.88942(N)    122 47 50.19984(W)     NO CHECK  
 RD4003* NAVD 88     -              **(meters)            **(feet)            
 RD4003  ___________________________________________________________________
 RD4003  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 RD4003  GEOID HEIGHT-         -22.41  (meters)                     GEOID03
 RD4003  HORZ ORDER  -  THIRD
 RD4003
 RD4003.The horizontal coordinates were established by classical geodetic methods
 RD4003.and adjusted by the National Geodetic Survey in October 1991.
 RD4003.No horizontal observational check was made to the station.
 RD4003
 RD4003
 RD4003.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD4003
 RD4003.The geoid height was determined by GEOID03.
 RD4003
 RD4003;                    North         East     Units Scale Factor Converg.
 RD4003;SPC OR N     -   243,057.219 2,321,535.475   MT  0.99996144   -1 37 45.1
 RD4003;SPC OR N     -   797,431.82  7,616,586.20   iFT  0.99996144   -1 37 45.1
 RD4003;SPC WA S     -    57,924.168   321,529.684   MT  1.00000051   -1 40 07.4
 RD4003;SPC WA S     -   190,039.54  1,054,885.30   sFT  1.00000051   -1 40 07.4
 RD4003;UTM  10      - 5,075,299.623   515,744.952   MT  0.99960305   +0 08 43.5
 RD4003
 RD4003                          SUPERSEDED SURVEY CONTROL
 RD4003
 RD4003  NAD 83(1986)-  45 49 51.90898(N)    122 47 50.19748(W) AD(       ) 4
 RD4003  NAD 27      -  45 49 52.48828(N)    122 47 45.82356(W) AD(       ) 3
 RD4003
 RD4003.Superseded values are not recommended for survey control.
 RD4003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4003.See file dsdata.txt to determine how the superseded data were derived.
 RD4003
 RD4003_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1574575300(NAD 83)
 RD4003
 RD4003  HISTORY     - Date     Condition        Report By
 RD4003  HISTORY     - 1937     MONUMENTED       USE
 RD4003  HISTORY     - 1946     SEE DESCRIPTION  CGS
 RD4003
 RD4003                          STATION DESCRIPTION
 RD4003
 RD4003'DESCRIBED BY US ENGINEERS 1937 (RWK)
 RD4003'STATION IS ON THE E SIDE OF SAUVIE ISLAND, ABOUT 1.3 MILES S OF
 RD4003'WARRIOR ROCK LIGHTHOUSE, WITHIN A FEW METERS OF THE HIGH-WATER LINE.
 RD4003'
 RD4003'STATION IS THE WHITEWASHED BOWL OF A TREE.
 RD4003
 RD4003                          STATION RECOVERY (1946)
 RD4003
 RD4003'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAE)
 RD4003'THE AREA IN THE VICINITY OF THIS STATION WAS SEARCHED THOROUGHLY
 RD4003'BUT THE STATION COULD NOT BE FOUND.  THERE IS EVIDENCE OF
 RD4003'CONSIDERABLE EROSION AND THE TREE HAS PROBABLY BEEN WASHED OUT.
 RD4003'
 RD4003'IT IS RECOMMENDED THAT THE STATION BE CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1563 ***********************************************************************
 OA1563  DESIGNATION -  BARKER
 OA1563  PID         -  OA1563
 OA1563  STATE/COUNTY-  OR/COOS
 OA1563  USGS QUAD   -  CHARLESTON (1970)
 OA1563
 OA1563                         *CURRENT SURVEY CONTROL
 OA1563  ___________________________________________________________________
 OA1563* NAD 83(1991)-  43 20 48.24927(N)    124 18 58.64990(W)     ADJUSTED  
 OA1563* NAVD 88     -        17.     (meters)      56.     (feet)  SCALED    
 OA1563  ___________________________________________________________________
 OA1563  LAPLACE CORR-          15.81  (seconds)                    DEFLEC99
 OA1563  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 OA1563  HORZ ORDER  -  THIRD
 OA1563
 OA1563.The horizontal coordinates were established by classical geodetic methods
 OA1563.and adjusted by the National Geodetic Survey in October 1991.
 OA1563
 OA1563.The orthometric height was scaled from a topographic map.
 OA1563
 OA1563.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1563
 OA1563.The geoid height was determined by GEOID03.
 OA1563
 OA1563;                    North         East     Units Scale Factor Converg.
 OA1563;SPC OR S     -   193,674.883 1,190,709.588   MT  0.99989943   -2 36 39.3
 OA1563;SPC OR S     -   635,416.28  3,906,527.52   iFT  0.99989943   -2 36 39.3
 OA1563;UTM  10      - 4,800,161.646   393,315.939   MT  0.99974000   -0 54 13.0
 OA1563
 OA1563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1563!SPC OR S     -   1.00000144  x   0.99989943  =   0.99990087
 OA1563!UTM  10      -   1.00000144  x   0.99974000  =   0.99974144
 OA1563
 OA1563                          SUPERSEDED SURVEY CONTROL
 OA1563
 OA1563  NAD 83(1986)-  43 20 48.24454(N)    124 18 58.69769(W) AD(       ) 3
 OA1563  NAD 27      -  43 20 48.84600(N)    124 18 54.27800(W) AD(       ) 3
 OA1563
 OA1563.Superseded values are not recommended for survey control.
 OA1563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1563.See file dsdata.txt to determine how the superseded data were derived.
 OA1563
 OA1563_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCP9331600162(NAD 83)
 OA1563
 OA1563  HISTORY     - Date     Condition        Report By
 OA1563  HISTORY     - 1889     MONUMENTED       CGS
 OA1563  HISTORY     - 1948     SEE DESCRIPTION  CGS
 OA1563
 OA1563                          STATION DESCRIPTION
 OA1563
 OA1563'DESCRIBED BY COAST AND GEODETIC SURVEY 1889 (EFD)
 OA1563'ON A BLUFF POINT, ON THE E SIDE OF SOUTH SLOUGH, DIRECTLY OPPOSITE
 OA1563'THE ENTRANCE TO THE BAY, ABOUT 1/2 MILE S OF ROCKY POINT JETTY,
 OA1563'4 FEET FROM THE EDGE OF THE BLUFF, AND 50 FEET ABOVE THE TIDE.
 OA1563'
 OA1563'THE STATION IS MARKED BY A DRILL HOLE IN A FLAT STONE BURIED 2
 OA1563'FEET BELOW THE SURFACE.  THERE IS A BLAZED SPRUCE TREE, MARKED
 OA1563'WITH A COPPER TACK, TO THE E, DISTANT 2.80 METERS, AND ANOTHER
 OA1563'SPRUCE TREE, MARKED IN THE SAME MANNER, TO THE N, DISTANT 5.42
 OA1563'METERS.
 OA1563
 OA1563                          STATION RECOVERY (1948)
 OA1563
 OA1563'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RAE)
 OA1563'A THOROUGH SEARCH WAS MADE FOR THIS STATION IN THE AREA INDICATED
 OA1563'BY THE GEOGRAPHIC POSITION BUT NO TRACE OF THE STATION COULD BE
 OA1563'FOUND.  IT IS RECOMMENDED THAT THIS STATION BE CLASSIFIED AS LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH1450 ***********************************************************************
 OH1450  FBN         -  This is a Federal Base Network Control Station.
 OH1450  DESIGNATION -  BARKLEY
 OH1450  PID         -  OH1450
 OH1450  STATE/COUNTY-  OR/MALHEUR
 OH1450  USGS QUAD   -  VALE EAST (1975)
 OH1450
 OH1450                         *CURRENT SURVEY CONTROL
 OH1450  ___________________________________________________________________
 OH1450* NAD 83(2007)-  43 58 58.63532(N)    117 14 08.15015(W)     ADJUSTED  
 OH1450* NAVD 88     -       683.360  (meters)    2241.99   (feet)  ADJUSTED  
 OH1450  ___________________________________________________________________
 OH1450  EPOCH DATE  -        2007.00
 OH1450  X           -  -2,103,942.840 (meters)                     COMP
 OH1450  Y           -  -4,087,581.379 (meters)                     COMP
 OH1450  Z           -   4,407,191.069 (meters)                     COMP
 OH1450  LAPLACE CORR-           3.53  (seconds)                    DEFLEC99
 OH1450  ELLIP HEIGHT-         665.386 (meters)          (02/10/07) ADJUSTED
 OH1450  GEOID HEIGHT-         -17.96  (meters)                     GEOID03
 OH1450  DYNAMIC HT  -         683.149 (meters)    2241.30  (feet)  COMP
 OH1450
 OH1450  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 OH1450  Type    PID    Designation                      North   East  Ellip
 OH1450  -------------------------------------------------------------------
 OH1450  NETWORK OH1450 BARKLEY                           0.45   0.37   1.12
 OH1450  -------------------------------------------------------------------
 OH1450  MODELED GRAV-     980,289.0   (mgal)                       NAVD 88
 OH1450
 OH1450  VERT ORDER  -  THIRD
 OH1450
 OH1450.The horizontal coordinates were established by GPS observations
 OH1450.and adjusted by the National Geodetic Survey in February 2007.
 OH1450
 OH1450.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 OH1450.See www.ngs.noaa.gov/NationalReadjustment for more information.
 OH1450.The horizontal coordinates are valid at the epoch date displayed above.
 OH1450.The epoch date for horizontal control is a decimal equivalence
 OH1450.of Year/Month/Day.
 OH1450
 OH1450.The orthometric height was determined by differential leveling
 OH1450.and adjusted in October 1996.
 OH1450
 OH1450.Photographs are available for this station.
 OH1450
 OH1450.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OH1450
 OH1450.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1450
 OH1450.The ellipsoidal height was determined by GPS observations
 OH1450.and is referenced to NAD 83.
 OH1450
 OH1450.The geoid height was determined by GEOID03.
 OH1450
 OH1450.The dynamic height is computed by dividing the NAVD 88
 OH1450.geopotential number by the normal gravity value computed on the
 OH1450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH1450.degrees latitude (g = 980.6199 gals.).
 OH1450
 OH1450.The modeled gravity was interpolated from observed gravity values.
 OH1450
 OH1450;                    North         East     Units Scale Factor Converg.
 OH1450;SPC OR S     -   262,413.338 1,761,832.827   MT  0.99999571   +2 13 60.0
 OH1450;SPC OR S     -   860,936.15  5,780,291.43   iFT  0.99999571   +2 13 60.0
 OH1450;UTM  11      - 4,870,006.587   481,105.790   MT  0.99960439   -0 09 49.0
 OH1450
 OH1450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1450!SPC OR S     -   0.99989567  x   0.99999571  =   0.99989139
 OH1450!UTM  11      -   0.99989567  x   0.99960439  =   0.99950011
 OH1450
 OH1450                          SUPERSEDED SURVEY CONTROL
 OH1450
 OH1450  NAD 83(1998)-  43 58 58.63485(N)    117 14 08.14956(W) AD(       ) B
 OH1450  ELLIP H (07/02/97)  665.411  (m)                       GP(       ) 3 1
 OH1450  NAD 83(1991)-  43 58 58.63372(N)    117 14 08.14779(W) AD(       ) B
 OH1450  ELLIP H (02/25/91)  665.544  (m)                       GP(       ) 4 1
 OH1450  NAVD 88 (07/02/97)  683.36   (m)         2242.0    (f) LEVELING    3  
 OH1450  NGVD 29 (02/25/91)  682.36   (m)         2238.7    (f) LEVELING    3  
 OH1450
 OH1450.Superseded values are not recommended for survey control.
 OH1450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1450.See file dsdata.txt to determine how the superseded data were derived.
 OH1450
 OH1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ8110670007(NAD 83)
 OH1450_MARKER: DD = SURVEY DISK
 OH1450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH1450_SP_SET: CONCRETE POST
 OH1450_STAMPING: BARKLEY 1989
 OH1450_MARK LOGO: ORDT  
 OH1450_MAGNETIC: N = NO MAGNETIC MATERIAL
 OH1450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH1450+STABILITY: SURFACE MOTION
 OH1450_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OH1450+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2004
 OH1450
 OH1450  HISTORY     - Date     Condition        Report By
 OH1450  HISTORY     - 1989     MONUMENTED       LOCSUR
 OH1450  HISTORY     - 19960913 GOOD             CHANCE
 OH1450  HISTORY     - 19980513 GOOD             OR-045
 OH1450  HISTORY     - 19990723 GOOD             NGS
 OH1450  HISTORY     - 20041118 GOOD             ORBITE
 OH1450
 OH1450                          STATION DESCRIPTION
 OH1450
 OH1450'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989
 OH1450'THE STATION IS LOCATED IN VALE AT THE JOHN BARKLEY MEMORIAL PARK.
 OH1450'TO REACH FROM THE POST OFFICE IN VALE GO 4.5 BLOCKS EAST AND 2.5
 OH1450'BLOCKS NORTH.
 OH1450'THE STATION IS 36.3 M (119.1 FT) NORTH OF THE CENTERLINE OF HIGHWAY
 OH1450'20/26 WESTBOUND (WASHINGTON STREET), 8.2 M (26.9 FT) WEST OF THE
 OH1450'CENTERLINE OF 10TH STREET N, 7.6 M (24.9 FT) SOUTH OF THE CENTERLINE
 OH1450'OF THE PARKS EAST ENTRANCE AND IS SET INTO A CONCRETE POST LEVEL WITH
 OH1450'THE GROUND.
 OH1450'DESCRIBED BY JIM KIMBERLING, MALHEUR COUNTY SURVEYOR.
 OH1450
 OH1450                          STATION RECOVERY (1996)
 OH1450
 OH1450'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 OH1450'RECOVERED AS DESCRIBED BY LOCAL SURVEYOR, 1989 WITH THE FOLLOWING
 OH1450'ADDITIONAL REFERENCES AND TIES  THE STATION IS LOCATED AT THE
 OH1450'INTERSECTION OF THE WESTBOUND LANES OF US HIGHWAYS 20 AND 26 WITH N
 OH1450'10TH STREET ON THE EAST SIDE OF THE TOWN OF VALE.  THE STATION IS IN
 OH1450'THE NORTHWEST QUADRANT OF THIS INTERSECTION.  THE STATION IS LOCATED
 OH1450'35.9 M (117.8 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF
 OH1450'THE HIGHWAYS, 8.6 M (28.2 FT) WEST OF THE CENTERLINE OF N 10TH STREET,
 OH1450'19.5 M (64.0 FT) SOUTHWEST OF A POWER POLE, 20.7 M (67.9 FT) NORTH OF
 OH1450'A STOP SIGN, 23.9 M (78.4 FT) SOUTHEAST OF THE CORNER OF THE
 OH1450'RESTROOMS, 20.8 M (68.2 FT) NORTHEAST OF THE NORTHEAST CORNER OF
 OH1450'FOUNDATION OF THE INFORMATION BOOTH
 OH1450
 OH1450                          STATION RECOVERY (1998)
 OH1450
 OH1450'RECOVERY NOTE BY MALHEUR COUNTY OREGON 1998 (JK)
 OH1450'THE STATION IS LOCATED ABOUT 17.0 MI (27.4 KM) WEST OF ONTARIO, ON THE
 OH1450'EAST EDGE OF VALE, AND IN THE EAST EDGE OF THE JOHN BARKLEY MEMORIAL
 OH1450'PARK.  OWNERSHIP--CITY OF VALE.  TO REACH THE STATION FROM THE U.S.
 OH1450'HIGHWAY 20-26 BRIDGE OVER THE MALHEUR RIVER ON THE EAST EDGE OF VALE,
 OH1450'GO WEST ON HIGHWAY 20-26 FOR 0.08 KM (0.05 MI) TO 10TH STREET ON THE
 OH1450'RIGHT.  TURN RIGHT, NORTH, ON 10TH STREET FOR 0.08 KM (0.05 MI) TO THE
 OH1450'STATION ON THE LEFT IN THE SOUTHERN CORNER OF THE EAST PARK ENTRANCE.
 OH1450'THE STATION IS AN OREGON PRIMARY GPS STATION DISK SET IN TOP OF A 30
 OH1450'CM ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 36.0 M (118.1
 OH1450'FT) NORTH FROM THE CENTER OF THE WESTBOUND HIGHWAY (WASHINGTON
 OH1450'STREET), 8.8 M (28.9 FT) WEST FROM THE CENTER OF 10TH STREET N, 7.8 M
 OH1450'(25.6 FT) SOUTH FROM THE CENTER OF THE EAST ENTRANCE TO THE PARK, AND
 OH1450'2.9 M (9.5 FT) SOUTHWEST FROM A STOP SIGN.
 OH1450
 OH1450                          STATION RECOVERY (1999)
 OH1450
 OH1450'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 OH1450'RECOVERED AS DESCRIBED.
 OH1450
 OH1450                          STATION RECOVERY (2004)
 OH1450
 OH1450'RECOVERY NOTE BY ORBITECH INC 2004 (SHG)
 OH1450'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0887 ***********************************************************************
 OA0887  DESIGNATION -  BARKLOW
 OA0887  PID         -  OA0887
 OA0887  STATE/COUNTY-  OR/CURRY
 OA0887  USGS QUAD   -  BARKLOW MOUNTAIN (1986)
 OA0887
 OA0887                         *CURRENT SURVEY CONTROL
 OA0887  ___________________________________________________________________
 OA0887* NAD 83(1991)-  42 45 02.85308(N)    124 09 47.43581(W)     ADJUSTED  
 OA0887* NAVD 88     -      1093.1    (meters)    3586.     (feet)  VERTCON   
 OA0887  ___________________________________________________________________
 OA0887  LAPLACE CORR-          12.05  (seconds)                    DEFLEC99
 OA0887  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 OA0887  HORZ ORDER  -  SECOND
 OA0887
 OA0887.The horizontal coordinates were established by classical geodetic methods
 OA0887.and adjusted by the National Geodetic Survey in October 1991.
 OA0887
 OA0887.The NAVD 88 height was computed by applying the VERTCON shift value to
 OA0887.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OA0887
 OA0887.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA0887
 OA0887.The geoid height was determined by GEOID03.
 OA0887
 OA0887;                    North         East     Units Scale Factor Converg.
 OA0887;SPC OR S     -   126,985.053 1,200,216.014   MT  0.99992104   -2 30 22.1
 OA0887;SPC OR S     -   416,617.63  3,937,716.58   iFT  0.99992104   -2 30 22.1
 OA0887;UTM  10      - 4,733,797.284   404,808.610   MT  0.99971148   -0 47 22.7
 OA0887
 OA0887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA0887!SPC OR S     -   0.99983257  x   0.99992104  =   0.99975362
 OA0887!UTM  10      -   0.99983257  x   0.99971148  =   0.99954410
 OA0887
 OA0887|---------------------------------------------------------------------|
 OA0887| PID    Reference Object                     Distance      Geod. Az  |
 OA0887|                                                           dddmmss.s |
 OA0887| CD9017 BARKLOW RM 1                         19.402 METERS 13436     |
 OA0887| OA0919 MT BUTLER LOOKOUT TOWER             APPROX. 8.2 KM 2825950.2 |
 OA0887| CD9018 BARKLOW RM 2                          6.966 METERS 28632     |
 OA0887| OA0888 BARKLOW LOOKOUT TOWER                32.776 METERS 30605     |
 OA0887| OA0885 SUGAR LOAF LOOKOUT TOWER            APPROX.11.3 KM 3285023.3 |
 OA0887| OA0912 BENNETT LOOKOUT TOWER               APPROX.24.8 KM 3385213.6 |
 OA0887| CD9016 BARKLOW AZ MK                                      3495048.1 |
 OA0887|---------------------------------------------------------------------|
 OA0887
 OA0887                          SUPERSEDED SURVEY CONTROL
 OA0887
 OA0887  NAD 83(1986)-  42 45 02.83568(N)    124 09 47.46912(W) AD(       ) 2
 OA0887  NAD 27      -  42 45 03.43800(N)    124 09 43.11900(W) AD(       ) 2
 OA0887  NGVD 29 (07/19/86) 1092.0    (m)         3583.     (f) VERT ANG    3  
 OA0887
 OA0887.Superseded values are not recommended for survey control.
 OA0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0887.See file dsdata.txt to determine how the superseded data were derived.
 OA0887
 OA0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN0480933797(NAD 83)
 OA0887_MARKER: Z = SEE DESCRIPTION
 OA0887_SETTING: 0 = UNSPECIFIED SETTING
 OA0887
 OA0887  HISTORY     - Date     Condition        Report By
 OA0887  HISTORY     - 1942     MONUMENTED       CGS
 OA0887
 OA0887                          STATION DESCRIPTION
 OA0887
 OA0887'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JCS)
 OA0887'LOCATED IN THE SISKIYOU NATIONAL FOREST 17 MILES E OF PORT ORFORD,
 OA0887'10 MILES SW OF POWERS RANGER STATION AT POWERS, 5-3/4 MILES WSW
 OA0887'OF CHINA FLATS, AND ABOUT 5 MILES S OF THE OLD POWERS RANCH NEAR
 OA0887'THE MOUTH OF TIM CREEK.  STATION IS ON THE NW END OF A PROMINENT,
 OA0887'BALD, ROCKY RIDGE KNOWN AS BARKLOW MOUNTAIN AND ON THE SAME POINT
 OA0887'AS THE U.S. FOREST SERVICE BARKLOW MTN. LOOKOUT.
 OA0887'
 OA0887'STATION MARK IS A BRONZE DISK SET IN A DRILL HOLE IN A ROCK
 OA0887'OUTCROPPING FLUSH WITH THE GROUND, STAMPED BARKLOW 1942.  LOCATED
 OA0887'ON THE NW END OF BARKLOW MOUNTAIN AND IS ON THE CREST OF THE RIDGE.
 OA0887'
 OA0887'NO UNDERGROUND MARK WAS ESTABLISHED.
 OA0887'
 OA0887'REFERENCE MARK NO.1 IS A BRONZE DISK SET IN A DRILL HOLE IN A
 OA0887'ROCK OUTCROPPING FLUSH WITH THE GROUND, STAMPED BARKLOW NO.1
 OA0887'1942.  MARK IS ABOUT 3 FEET LOWER THAN THE STATION.
 OA0887'
 OA0887'REFERENCE MARK NO.2 IS A BRONZE DISK SET IN A DRILL HOLE
 OA0887'IN A ROCK OUTCROPPING FLUSH WITH THE GROUND, STAMPED BARKLOW
 OA0887'NO.2 1942.  MARK IS ABOUT 1-1/2 FEET LOWER THAN THE STATION.
 OA0887'
 OA0887'AZIMUTH MARK IS A BRONZE DISK SET IN A DRILL HOLE IN A ROCK
 OA0887'OUTCROPPING, STAMPED BARKLOW 1942.  MARK IS AT A POINT ABOUT 1-1/4
 OA0887'MILES FROM THE STATION ON THE TRAIL MARKED BY TWO LADDER-LIKE
 OA0887'GUARD RAILS AT EACH SIDE OF THE TRAIL, AND IS IN A ROCK
 OA0887'OUTCROPPING ABOUT 40 FEET ABOVE THE TRAIL TO THE RIGHT.  MARK IS
 OA0887'SET ABOUT 6 INCHES FROM VERTICAL EDGE OF CLIFF ABOVE THE
 OA0887'TRAIL.
 OA0887'
 OA0887'REACHED FROM THE POST OFFICE IN POWERS BY FOLLOWING THE AGNESS
 OA0887'ROAD S FOR 11.4 MILES TO CHINA FLATS.  FROM CHINA FLATS
 OA0887'C.C.C. CAMP TAKE THE TRAIL-ROAD N OF THE CAMP AT THE SIGN
 OA0887'BARROW CAMP 1/4, CROSSING AN OLD LOGGING BRIDGE, AND GOING 1/4
 OA0887'MILE TO THE BARROW CAMP.  FROM HERE TAKE THE ROAD TO THE LEFT AT
 OA0887'THE SIGN DRY CREEK RD. AND GO 2.4 MILES TO FORKS AND SIGNS.
 OA0887'TAKE THE LEFT FORK AS PER THE SIGN JOHNSON MTN. TR., AT SPUR 8,
 OA0887'AND GO 0.7 MILE TO FORKS AND A SIGN ON A TREE TO THE LEFT WHITE
 OA0887'ROCK CABIN, ELK RIVER TRAIL, SALMON MT. ROAD.  TAKE THE LEFT FORK
 OA0887'AND GO DOWNHILL 2.6 MILES, PASSING WHITE ROCK CABIN AT 0.1
 OA0887'MILE, TO A SIGN ON A STUMP ON THE LEFT OF THE TRAIL-ROAD.  AT
 OA0887'THIS POINT THE FOOT TRAIL TAKES OFF TO THE LEFT AS PER THE
 OA0887'TRAIL SIGN ON A STUMP JOHNSON MTN. LOOKOUT, POVERTY GULCH.
 OA0887'FOLLOW TRAIL, PASSING A CABIN ON THE RIGHT SHORTLY AFTER LEAVING
 OA0887'THE TRAIL-ROAD, AND KEEP TO THE WELL-MARKED TRAIL TO THE
 OA0887'BARKLOW LOOKOUT AND THE STATION.
 OA0887'
 OA0887'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0888 ***********************************************************************
 OA0888  DESIGNATION -  BARKLOW LOOKOUT TOWER
 OA0888  PID         -  OA0888
 OA0888  STATE/COUNTY-  OR/CURRY
 OA0888  USGS QUAD   -  BARKLOW MOUNTAIN (1986)
 OA0888
 OA0888                         *CURRENT SURVEY CONTROL
 OA0888  ___________________________________________________________________
 OA0888* NAD 83(1991)-  42 45 03.47861(N)    124 09 48.60058(W)     ADJUSTED  
 OA0888* NAVD 88     -              **(meters)            **(feet)            
 OA0888  ___________________________________________________________________
 OA0888  LAPLACE CORR-          12.11  (seconds)                    DEFLEC99
 OA0888  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 OA0888  HORZ ORDER  -  THIRD
 OA0888
 OA0888.The horizontal coordinates were established by classical geodetic methods
 OA0888.and adjusted by the National Geodetic Survey in October 1991.
 OA0888
 OA0888
 OA0888.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA0888
 OA0888.The geoid height was determined by GEOID03.
 OA0888
 OA0888;                    North         East     Units Scale Factor Converg.
 OA0888;SPC OR S     -   127,005.493 1,200,190.397   MT  0.99992101   -2 30 22.9
 OA0888;SPC OR S     -   416,684.69  3,937,632.54   iFT  0.99992101   -2 30 22.9
 OA0888;UTM  10      - 4,733,816.944   404,782.398   MT  0.99971154   -0 47 23.5
 OA0888
 OA0888                          SUPERSEDED SURVEY CONTROL
 OA0888
 OA0888  NAD 83(1986)-  42 45 03.46104(N)    124 09 48.63403(W) AD(       ) 4
 OA0888  NAD 27      -  42 45 04.06300(N)    124 09 44.28300(W) AD(       ) 3
 OA0888
 OA0888.Superseded values are not recommended for survey control.
 OA0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0888.See file dsdata.txt to determine how the superseded data were derived.
 OA0888
 OA0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN0478233817(NAD 83)
 OA0888
 OA0888  HISTORY     - Date     Condition        Report By
 OA0888  HISTORY     - 1942     MONUMENTED       CGS
 OA0888
 OA0888                          STATION DESCRIPTION
 OA0888
 OA0888'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JCS)
 OA0888'THIS INTERSECTION STATION IS LOCATED IN THE SISKIYOU NATIONAL
 OA0888'FOREST 17 MILES E OF PORT ORFORD, 10 MILES SW OF POWERS RANGER
 OA0888'STATION AT POWERS, 5-3/4 MILES WSW OF CHINA FLATS, AND ABOUT 5
 OA0888'MILES S OF THE OLD POWERS RANCH NEAR THE MOUTH OF TIM
 OA0888'CREEK.  LOOKOUT IS ON THE NW END OF THE PROMINENT, BALD, ROCKY
 OA0888'RIDGE KNOWN AS BARKLOW MOUNTAIN AND ON THE SAME POINT AS THE
 OA0888'U.S.C. AND G.S. TRIANGULATION STATION BARKLOW 1942.
 OA0888'
 OA0888'BARKLOW LOOKOUT IS A 10- BY 10-FOOT GREY COLORED HOUSE WITH
 OA0888'GLASS WINDOWS ALL AROUND, AND IS ABOUT 10 FEET HIGH.  BUILDING
 OA0888'SETS ON THE GROUND, HAS A CONICAL-SHAPED ROOF WITH A LIGHTNING
 OA0888'ROD AT THE APEX WHICH IS TAKEN TO BE THE CENTER OF THE
 OA0888'LOOKOUT.  LOOKOUT IS LOCATED ABOUT 35 FEET SE OF THE MOST
 OA0888'NORTHERLY POINT OF THE RIDGE, AT A POINT WHERE THE TRAIL REACHES
 OA0888'THE RIDGE TOP.  LINE FROM THE TRIANGULATION STATION BARKLOW
 OA0888'1942 WAS MEASURED TO A PLUMB LINE FROM THE LIGHTNING ROD
 OA0888'AFFIXED TO THE ROOF OF THE LOOKOUT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2342 ***********************************************************************
 QE2342  DESIGNATION -  BARN
 QE2342  PID         -  QE2342
 QE2342  STATE/COUNTY-  OR/LINCOLN
 QE2342  USGS QUAD   -  TOLEDO SOUTH (1984)
 QE2342
 QE2342                         *CURRENT SURVEY CONTROL
 QE2342  ___________________________________________________________________
 QE2342* NAD 83(1991)-  44 36 08.33920(N)    123 56 41.30066(W)     ADJUSTED  
 QE2342* NAVD 88     -              **(meters)            **(feet)            
 QE2342  ___________________________________________________________________
 QE2342  LAPLACE CORR-          14.72  (seconds)                    DEFLEC99
 QE2342  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 QE2342  HORZ ORDER  -  THIRD
 QE2342
 QE2342.The horizontal coordinates were established by classical geodetic methods
 QE2342.and adjusted by the National Geodetic Survey in October 1991.
 QE2342
 QE2342
 QE2342.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2342
 QE2342.The geoid height was determined by GEOID03.
 QE2342
 QE2342;                    North         East     Units Scale Factor Converg.
 QE2342;SPC OR N     -   109,800.824 2,226,614.086   MT  0.99994312   -2 26 34.8
 QE2342;SPC OR N     -   360,238.92  7,305,164.32   iFT  0.99994312   -2 26 34.8
 QE2342;UTM  10      - 4,939,208.449   425,021.494   MT  0.99966913   -0 39 48.4
 QE2342
 QE2342                          SUPERSEDED SURVEY CONTROL
 QE2342
 QE2342  NAD 83(1986)-  44 36 08.37353(N)    123 56 41.36551(W) AD(       ) 4
 QE2342  NAD 27      -  44 36 08.97800(N)    123 56 36.99600(W) AD(       ) 3
 QE2342
 QE2342.Superseded values are not recommended for survey control.
 QE2342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2342.See file dsdata.txt to determine how the superseded data were derived.
 QE2342
 QE2342_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ2502139208(NAD 83)
 QE2342
 QE2342  HISTORY     - Date     Condition        Report By
 QE2342  HISTORY     - UNK      MONUMENTED       USE
 QE2342  HISTORY     - 1934     SEE DESCRIPTION  ORGS
 QE2342  HISTORY     - 1953     SEE DESCRIPTION  CGS
 QE2342
 QE2342                          STATION DESCRIPTION
 QE2342
 QE2342'DESCRIBED BY OREGON GEODETIC SURVEY 1934
 QE2342'THIS STATION IS ON THE W SIDE OF YAQUINA RIVER ABOUT 1.25 MILES
 QE2342'SW OF TOLEDO, AND 87.6 METERS (287.4 FEET) E OF S OF STATION HUMP.
 QE2342'
 QE2342'THE DESCRIPTION OF THE STATION IS NOT AVAILABLE, BUT IT PROBABLY
 QE2342'CONSISTS OF AN IRON PIPE IN A BLOCK OF CONCRETE.
 QE2342
 QE2342                          STATION RECOVERY (1953)
 QE2342
 QE2342'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (FAR)
 QE2342'A SEARCH OF THE AREA DID NOT REVEAL THE LOCATION OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2412 ***********************************************************************
 QE2412  DESIGNATION -  BARN
 QE2412  PID         -  QE2412
 QE2412  STATE/COUNTY-  OR/LINCOLN
 QE2412  USGS QUAD   -  LINCOLN CITY (1984)
 QE2412
 QE2412                         *CURRENT SURVEY CONTROL
 QE2412  ___________________________________________________________________
 QE2412* NAD 83(1991)-  44 53 13.37502(N)    124 02 00.19357(W)     ADJUSTED  
 QE2412* NAVD 88     -        40.1    (meters)     132.     (feet)  VERTCON   
 QE2412  ___________________________________________________________________
 QE2412  LAPLACE CORR-          20.70  (seconds)                    DEFLEC99
 QE2412  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 QE2412  HORZ ORDER  -  THIRD
 QE2412
 QE2412.The horizontal coordinates were established by classical geodetic methods
 QE2412.and adjusted by the National Geodetic Survey in October 1991.
 QE2412
 QE2412.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE2412.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE2412
 QE2412.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2412
 QE2412.The geoid height was determined by GEOID03.
 QE2412
 QE2412;                    North         East     Units Scale Factor Converg.
 QE2412;SPC OR N     -   141,713.099 2,220,971.824   MT  0.99990661   -2 30 21.0
 QE2412;SPC OR N     -   464,937.99  7,286,652.97   iFT  0.99990661   -2 30 21.0
 QE2412;UTM  10      - 4,970,922.439   418,393.401   MT  0.99968189   -0 43 45.5
 QE2412
 QE2412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2412!SPC OR N     -   0.99999738  x   0.99990661  =   0.99990399
 QE2412!UTM  10      -   0.99999738  x   0.99968189  =   0.99967927
 QE2412
 QE2412|---------------------------------------------------------------------|
 QE2412| PID    Reference Object                     Distance      Geod. Az  |
 QE2412|                                                           dddmmss.s |
 QE2412| CD9574 BARN RM 2                            91.650 METERS 07425     |
 QE2412| QE1161 BALD                                APPROX. 6.8 KM 2020112.6 |
 QE2412| QE2413 BARN 2                               35.012 METERS 30135     |
 QE2412| CD9573 BARN RM 1                            79.150 METERS 35107     |
 QE2412|---------------------------------------------------------------------|
 QE2412
 QE2412                          SUPERSEDED SURVEY CONTROL
 QE2412
 QE2412  NAD 83(1986)-  44 53 13.42692(N)    124 02 00.22227(W) AD(       ) 3
 QE2412  NAD 83(1986)-  44 53 13.51345(N)    124 02 00.21805(W) AD(       ) 3
 QE2412  NAD 27      -  44 53 14.12600(N)    124 01 55.79500(W) AD(       ) 3
 QE2412  NGVD 29 (07/19/86)   39.1    (m)          128.     (f) VERT ANG    3  
 QE2412
 QE2412.Superseded values are not recommended for survey control.
 QE2412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2412.See file dsdata.txt to determine how the superseded data were derived.
 QE2412
 QE2412_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ1839370922(NAD 83)
 QE2412_MARKER: Z = SEE DESCRIPTION
 QE2412_SETTING: 0 = UNSPECIFIED SETTING
 QE2412
 QE2412  HISTORY     - Date     Condition        Report By
 QE2412  HISTORY     - 1927     MONUMENTED       CGS
 QE2412  HISTORY     - 1952     SEE DESCRIPTION  CGS
 QE2412  HISTORY     - 1966     SEE DESCRIPTION  CGS
 QE2412
 QE2412                          STATION DESCRIPTION
 QE2412
 QE2412'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (GLB)
 QE2412'THIS STATION IS ON A LOW HILL COVERED WITH SMALL BUSHES AND USED AS
 QE2412'PASTURE LAND.  ABOUT 1/4 MILE W OF ROOSEVELT HIGHWAY NOW CALLED
 QE2412'OREGON COAST HIGHWAY, ABOUT 250 METERS FROM THE BEACH AND ABOUT
 QE2412'500 METERS S OF THE S END OF THE MARSH AT THE HEAD OF SILETZ
 QE2412'BAY.  THERE IS A BARN ABOUT 50 METERS NE OF STATION, AND OLD BARN
 QE2412'ABOUT 200 METERS N.
 QE2412'
 QE2412'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 QE2412'CONCRETE IN THE CENTER OF THE TOP OF TILE WHICH IS EMBEDDED IN THE
 QE2412'GROUND.
 QE2412'
 QE2412'UNDERGROUND MARK IS A STANDARD DISK SET IN A BLOCK OF CONCRETE 3
 QE2412'FEET BELOW THE GROUND.
 QE2412'
 QE2412'REFERENCE MARK NO.1 IS NEAR FENCE CORNER NW OF BARN.
 QE2412'
 QE2412'REFERENCE MARK NO.2 IS SE OF BARN, ACROSS OLD ROAD, 5 METERS E
 QE2412'OF EDGE OF WOODS, AND 2 FEET E OF A PROPERTY CORNER STAKE.
 QE2412'
 QE2412'WITNESS MARK IS A FENCE CORNER NW OF STATION.
 QE2412'
 QE2412'STATION IS ON A SORT OF RIDGE, AND IS AT THE MOST NORTHERLY POINT
 QE2412'IN THIS VICINITY FROM WHICH CAPE FOULWEATHER MAY BE SEEN.
 QE2412
 QE2412                          STATION RECOVERY (1952)
 QE2412
 QE2412'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (HGC)
 QE2412'STATION MARK, REFERENCE MARKS, AND WITNESS MARK WERE RECOVERED AND
 QE2412'FOUND IN GOOD CONDITION.  STATION WAS NOT OCCUPIED AND MARKS WERE
 QE2412'NOT REMEASURED.  REVISED DESCRIPTION FOLLOWS--
 QE2412'
 QE2412'STATION IS ON A LOW HILL COVERED WITH TREES UP TO 18 FEET IN
 QE2412'HEIGHT.  THE UNDERBRUSH IS VERY DENSE AND COMPACT.  STATION IS N
 QE2412'OF THE TOWN OF GLENEDEN BEACH, ABOUT 1/4 MILE W OF THE OREGON
 QE2412'COAST HIGHWAY, ABOUT 250 METERS FROM THE BEACH, AND ABOUT 500
 QE2412'METERS S OF THE WASH AT THE HEAD OF SILETZ BAY.  THERE IS A BARN
 QE2412'AT THE FOOT OF THE HILL ABOUT 50 METERS NE OF THE STATION.  THE
 QE2412'OLDER BARN HAS BEEN DISMANTLED.
 QE2412'
 QE2412'SURFACE AND REFERENCE MARKS ARE STANDARD DISKS SET IN CONCRETE
 QE2412'IN THE CENTER OF THE TOP OF A TILE PIPE WHICH IS EMBEDDED IN THE
 QE2412'GROUND.
 QE2412'
 QE2412'UNDERGROUND MARK AT THE STATION IS A STANDARD DISK SET IN A BLOCK
 QE2412'OF CONCRETE 3 FEET BELOW THE GROUND.
 QE2412'
 QE2412'REFERENCE MARK 1 IS ABOUT 50 METERS NW OF THE BARN AT THE EDGE
 QE2412'OF THE PASTURE LAND.
 QE2412'
 QE2412'REFERENCE MARK 2 IS ABOUT 30 METERS ESE OF THE BARN, 5 METERS E
 QE2412'OF THE EDGE OF THE WOODS.
 QE2412'
 QE2412'WITNESS MARK IS A FENCE CORNER NW OF THE STATION.
 QE2412'
 QE2412'STATION IS ON A ROUNDED WOODED HILL.  MARKS ARE NO LONGER
 QE2412'INTERVISIBLE AND CONSIDERABLE CLEARING WOULD BE REQUIRED TO UTILIZE
 QE2412'THE STATION FOR OBSERVATION FROM THE GROUND.
 QE2412'
 QE2412'TO REACH THE STATION TURN W, N OF THE TOWN OF GLENEDEN BEACH, AT
 QE2412'THE TOP OF THE GRADE DESCENDING TO SILETZ BAY.  0.1 MILE FROM
 QE2412'U.S. HIGHWAY 101 TURN RIGHT AND FOLLOW THIS ROAD ABOUT 0.2 MILE
 QE2412'TO AN INTERSECTION.  PROCEED ON FOOT UP THE HILL TO THE NE
 QE2412'FOLLOWING THE FENCE LINE TO THE VICINITY OF THE TOP.
 QE2412
 QE2412                          STATION RECOVERY (1966)
 QE2412
 QE2412'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JCL)
 QE2412'THE STATION MARK, STAMPED BARN 1927, WAS RECOVERED AND FOUND IN
 QE2412'GOOD CONDITION.  REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 HAD
 QE2412'BEEN DESTROYED.  TO PERMIT HOUSING DEVELOPMENT THE STATION MARK WAS
 QE2412'DESTROYED AND STATION BARN 2 WAS ESTABLISHED.  SEE DESCRIPTION
 QE2412'THEREOF.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2413 ***********************************************************************
 QE2413  DESIGNATION -  BARN 2
 QE2413  PID         -  QE2413
 QE2413  STATE/COUNTY-  OR/LINCOLN
 QE2413  USGS QUAD   -  LINCOLN CITY (1984)
 QE2413
 QE2413                         *CURRENT SURVEY CONTROL
 QE2413  ___________________________________________________________________
 QE2413* NAD 83(1991)-  44 53 13.96901(N)    124 02 01.55273(W)     ADJUSTED  
 QE2413* NAVD 88     -        40.     (meters)     131.     (feet)  SCALED    
 QE2413  ___________________________________________________________________
 QE2413  LAPLACE CORR-          20.70  (seconds)                    DEFLEC99
 QE2413  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 QE2413  HORZ ORDER  -  THIRD
 QE2413
 QE2413.The horizontal coordinates were established by classical geodetic methods
 QE2413.and adjusted by the National Geodetic Survey in October 1991.
 QE2413
 QE2413.The orthometric height was scaled from a topographic map.
 QE2413
 QE2413.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2413
 QE2413.The geoid height was determined by GEOID03.
 QE2413
 QE2413;                    North         East     Units Scale Factor Converg.
 QE2413;SPC OR N     -   141,732.720 2,220,942.830   MT  0.99990659   -2 30 21.9
 QE2413;SPC OR N     -   465,002.36  7,286,557.84   iFT  0.99990659   -2 30 21.9
 QE2413;UTM  10      - 4,970,941.148   418,363.820   MT  0.99968195   -0 43 46.5
 QE2413
 QE2413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2413!SPC OR N     -   0.99999740  x   0.99990659  =   0.99990399
 QE2413!UTM  10      -   0.99999740  x   0.99968195  =   0.99967935
 QE2413
 QE2413:                Primary Azimuth Mark                     Grid Az
 QE2413:SPC OR N     -  DRY RESET                                021 15 43.7
 QE2413:UTM  10      -  DRY RESET                                019 29 08.3
 QE2413
 QE2413|---------------------------------------------------------------------|
 QE2413| PID    Reference Object                     Distance      Geod. Az  |
 QE2413|                                                           dddmmss.s |
 QE2413| QE2410 DRY RESET                           APPROX. 3.5 KM 0184521.8 |
 QE2413| QE2412 BARN                                 35.012 METERS 12135     |
 QE2413| CD9575 BARN 2 RM 3                           8.294 METERS 20833     |
 QE2413| CD9576 BARN 2 RM 4                          13.978 METERS 30735     |
 QE2413|---------------------------------------------------------------------|
 QE2413
 QE2413                          SUPERSEDED SURVEY CONTROL
 QE2413
 QE2413  NAD 83(1986)-  44 53 14.02093(N)    124 02 01.58142(W) AD(       ) 3
 QE2413  NAD 83(1986)-  44 53 14.10737(N)    124 02 01.57687(W) AD(       ) 3
 QE2413  NAD 27      -  44 53 14.71996(N)    124 01 57.15394(W) AD(       ) 3
 QE2413
 QE2413.Superseded values are not recommended for survey control.
 QE2413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2413.See file dsdata.txt to determine how the superseded data were derived.
 QE2413
 QE2413_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ1836470941(NAD 83)
 QE2413_MARKER: DS = TRIANGULATION STATION DISK
 QE2413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE2413
 QE2413  HISTORY     - Date     Condition        Report By
 QE2413  HISTORY     - 1966     MONUMENTED       CGS
 QE2413  HISTORY     - 20050225 MARK NOT FOUND   USPSQD
 QE2413
 QE2413                          STATION DESCRIPTION
 QE2413
 QE2413'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JCL)
 QE2413'THE STATION IS 1-1/2 MILES SOUTHWEST OF KERNVILLE, 3/4 MILE
 QE2413'NORTHWEST OF GLENEDEN BEACH POST OFFICE AND 250 METERS EAST OF
 QE2413'THE BEACH NEAR THE NORTHWEST CORNER OF LOT NO. 287 ON LAND OWNED
 QE2413'BY SALISHAN PROPERTIES INC.
 QE2413'
 QE2413'TO REACH THE STATION FROM THE GLENEDEN BEACH POST OFFICE GO
 QE2413'NORTHEAST ON GLENEDEN HIGHWAY FOR 0.5 MILE TO SALISHAN DRIVE ON
 QE2413'THE LEFT, TURN LEFT, PASSING TO THE LEFT OF THE PRO SHOP AND SALES
 QE2413'OFFICE AND ENTER THE RESIDENTIAL AREA OF SALISHAN PROPERTIES BY
 QE2413'GOING WEST, SOUTH AND NORTHWEST ON SALISHAN DRIVE FOR 0.35 MILE
 QE2413'TO OCEAN CREST DRIVE ON THE LEFT, TURN LEFT AND GO WEST AND
 QE2413'NORTHWEST ON OCEAN CREST DRIVE FOR 0.05 MILE TO THE STATION ON
 QE2413'THE LEFT.
 QE2413'
 QE2413'THE STATION MARK, STAMPED BARN 2 1966, IS A STANDARD DISK SET
 QE2413'IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES.  IT
 QE2413'IS 35 FEET EAST OF A POST MARKING THE UNDERGROUND TELEPHONE CABLE,
 QE2413'18 FEET EAST OF THE CENTER OF THE GRAVELED ROAD SOUTH, 14 FEET
 QE2413'SOUTH OF THE CENTER OF OCEAN CREST DRIVE AND 1 FOOT SOUTHEAST OF
 QE2413'A METAL WITNESS POST.
 QE2413'
 QE2413'REFERENCE MARK NO. 3, STAMPED BARN 2 NO 3 1966, IS A STANDARD
 QE2413'DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4
 QE2413'INCHES, 28 FEET SOUTH OF THE WITNESS POST, 13 FEET EAST OF THE
 QE2413'CENTER OF THE GRAVELED ROAD SOUTH AND 3 FEET BELOW STATION
 QE2413'ELEVATION.
 QE2413'
 QE2413'REFERENCE MARK NO. 4, STAMPED BARN 2 NO 4 1966, IS A STANDARD
 QE2413'DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 QE2413'2 INCHES, 44 FEET WEST-NORTHWEST OF THE WITNESS POST, 29 FEET
 QE2413'WEST OF THE INTERSECTION OF OCEAN CREST DRIVE AND A GRAVELED
 QE2413'ROAD SOUTH, 22 FEET NORTH-NORTHWEST OF A POST MARKING THE
 QE2413'UNDERGROUND TELEPHONE CABLE, 14 FEET SOUTHWEST OF THE CENTER OF
 QE2413'OCEAN CREST DRIVE AND 3 FEET SOUTHWEST OF A MANHOLE.
 QE2413'
 QE2413'THE DISTANCE BETWEEN R.M. NO. 3 AND R.M. NO. 4 IS 56.89 FEET.
 QE2413'
 QE2413'TRIANGULATION STATION DRY 1927 MAY BE USED FOR THE AZIMUTH
 QE2413'MARK.  SEE RECOVERY NOTE THEREOF.
 QE2413
 QE2413                          STATION RECOVERY (2005)
 QE2413
 QE2413'RECOVERY NOTE BY US POWER SQUADRON 2005 (SO)
 QE2413'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3606 ***********************************************************************
 RD3606  DESIGNATION -  BARN CUPOLA WEATHERVANE
 RD3606  PID         -  RD3606
 RD3606  STATE/COUNTY-  OR/MULTNOMAH
 RD3606  USGS QUAD   -  LINNTON (1990)
 RD3606
 RD3606                         *CURRENT SURVEY CONTROL
 RD3606  ___________________________________________________________________
 RD3606* NAD 83(1991)-  45 36 28.76504(N)    122 50 13.05651(W)     ADJUSTED  
 RD3606* NAVD 88     -              **(meters)            **(feet)            
 RD3606  ___________________________________________________________________
 RD3606  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 RD3606  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 RD3606  HORZ ORDER  -  THIRD
 RD3606
 RD3606.The horizontal coordinates were established by classical geodetic methods
 RD3606.and adjusted by the National Geodetic Survey in October 1991.
 RD3606
 RD3606
 RD3606.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3606
 RD3606.The geoid height was determined by GEOID03.
 RD3606
 RD3606;                    North         East     Units Scale Factor Converg.
 RD3606;SPC OR N     -   218,361.920 2,317,736.497   MT  0.99992395   -1 39 26.4
 RD3606;SPC OR N     -   716,410.50  7,604,122.37   iFT  0.99992395   -1 39 26.4
 RD3606;SPC WA S     -    33,229.373   317,713.187   MT  1.00005868   -1 41 51.2
 RD3606;SPC WA S     -   109,020.03  1,042,364.01   sFT  1.00005868   -1 41 51.2
 RD3606;UTM  10      - 5,050,506.951   512,713.409   MT  0.99960199   +0 06 59.4
 RD3606
 RD3606                          SUPERSEDED SURVEY CONTROL
 RD3606
 RD3606  NAD 83(1986)-  45 36 28.78480(N)    122 50 13.05887(W) AD(       ) 4
 RD3606  NAD 27      -  45 36 29.36200(N)    122 50 08.67700(W) AD(       ) 3
 RD3606
 RD3606.Superseded values are not recommended for survey control.
 RD3606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3606.See file dsdata.txt to determine how the superseded data were derived.
 RD3606
 RD3606_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1271350507(NAD 83)
 RD3606
 RD3606  HISTORY     - Date     Condition        Report By
 RD3606  HISTORY     - 1946     MONUMENTED       CGS
 RD3606  HISTORY     - 1960     SEE DESCRIPTION  CGS
 RD3606  HISTORY     - 20040709 MARK NOT FOUND   USPSQD
 RD3606
 RD3606                          STATION DESCRIPTION
 RD3606
 RD3606'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAE)
 RD3606'STATION, WHICH IS THE WEATHER VANE ON THE COPOLA OF A LARGE RED
 RD3606'BARN, IS LOCATED ABOUT 10.5 MILES NW OF THE BUSINESS DISTRICT
 RD3606'OF PORTLAND.  IT LIES 250 FEET N OF THE INTERSECTION OF SKYLINE
 RD3606'BOULEVARD AND MC NAMEE ROAD AND 135 FEET WEST OF THE CENTER LINE
 RD3606'OF MC NAMEE ROAD.
 RD3606'
 RD3606'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 RD3606'BYPASS 30 AND GERMANTOWN ROAD IN NORTHWEST PORTLAND, PROCEED W
 RD3606'FOR 1.7 MILES ON GERMANTOWN ROAD TO ITS INTERSECTION WITH SKYLINE
 RD3606'BOULEVARD, THEN GO N AND W ON SKYLINE BOULEVARD FOR 2.4 MILES TO
 RD3606'MC NAMEE ROAD AND THE STATION.
 RD3606
 RD3606                          STATION RECOVERY (1960)
 RD3606
 RD3606'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FN)
 RD3606'THIS INTERSECTION STATION WAS RECOVERED AND FOUND IN GOOD
 RD3606'CONDITION, EXCEPT THE WEATHERVANE HAS BEEN REMOVED.  THE CUPOLA
 RD3606'HAS A SHARP APEX.
 RD3606'
 RD3606'REACHED FROM THE LINNTON FIRE STATION, GO NORTHWEST ON U.S. HIGHWAY
 RD3606'30 FOR 1.4 MILES, TURN LEFT ON NEWBERRY ROAD, FOLLOW IT FOR 2.0
 RD3606'MILES TO SKYLINE BLVD., TURN RIGHT, FOLLOW SKYLINE BLVD. FOR
 RD3606'0.2 MILE TO NAMEE ROAD, TURN RIGHT, NORTH, GO 0.1 MILE TO THE
 RD3606'INTERSECTION STATION ON THE LEFT, WEST, SIDE OF NAMEE ROAD.
 RD3606
 RD3606                          STATION RECOVERY (2004)
 RD3606
 RD3606'RECOVERY NOTE BY US POWER SQUADRON 2004 (RHC)
 RD3606'BARN WAS NOT AT OR NEAR LOCATION COORDINATES GIVEN, GPA WITH WAAS WAS
 RD3606'USED TO FIND LOCATION. A NEW HOUSE WAS NEAR TO THE COORDINATES, SHOULD
 RD3606'CONSIDER THE STATION LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2228 ***********************************************************************
 RD2228  DESIGNATION -  BARN DOWNSTREAM GABLE
 RD2228  PID         -  RD2228
 RD2228  STATE/COUNTY-  OR/MULTNOMAH
 RD2228  USGS QUAD   -  BRIDAL VEIL (1994)
 RD2228
 RD2228                         *CURRENT SURVEY CONTROL
 RD2228  ___________________________________________________________________
 RD2228* NAD 83(1991)-  45 32 59.68179(N)    122 11 31.87790(W)     ADJUSTED  
 RD2228* NAVD 88     -              **(meters)            **(feet)            
 RD2228  ___________________________________________________________________
 RD2228  LAPLACE CORR-           8.56  (seconds)                    DEFLEC99
 RD2228  GEOID HEIGHT-         -22.26  (meters)                     GEOID03
 RD2228  HORZ ORDER  -  THIRD
 RD2228
 RD2228.The horizontal coordinates were established by classical geodetic methods
 RD2228.and adjusted by the National Geodetic Survey in October 1991.
 RD2228
 RD2228
 RD2228.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2228
 RD2228.The geoid height was determined by GEOID03.
 RD2228
 RD2228;                    North         East     Units Scale Factor Converg.
 RD2228;SPC OR N     -   210,654.830 2,367,879.414   MT  0.99991669   -1 12 00.3
 RD2228;SPC OR N     -   691,124.77  7,768,633.25   iFT  0.99991669   -1 12 00.3
 RD2228;SPC WA S     -    25,490.805   367,858.803   MT  1.00007627   -1 13 45.1
 RD2228;SPC WA S     -    83,631.08  1,206,883.42   sFT  1.00007627   -1 13 45.1
 RD2228;UTM  10      - 5,044,358.893   563,055.921   MT  0.99964888   +0 34 36.1
 RD2228
 RD2228                          SUPERSEDED SURVEY CONTROL
 RD2228
 RD2228  NAD 83(1986)-  45 32 59.69291(N)    122 11 31.88540(W) AD(       ) 4
 RD2228  NAD 27      -  45 33 00.25927(N)    122 11 27.56363(W) AD(       ) 3
 RD2228
 RD2228.Superseded values are not recommended for survey control.
 RD2228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2228.See file dsdata.txt to determine how the superseded data were derived.
 RD2228
 RD2228_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER6305644359(NAD 83)
 RD2228
 RD2228  HISTORY     - Date     Condition        Report By
 RD2228  HISTORY     - 1938     MONUMENTED       CGS
 RD2228  HISTORY     - 1948     SEE DESCRIPTION  CGS
 RD2228
 RD2228                          STATION DESCRIPTION
 RD2228
 RD2228'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RAE)
 RD2228'THIS STATION WAS RECOVERED IN GOOD CONDITION.
 RD2228'
 RD2228'THE STATION IS THE WEST, OR DOWNSTREAM GABLE OF A CREAM COLORED,
 RD2228'RED ROOFED WOODEN DAIRY BARN ON THE FARM OF THE BRIDAL VEIL DAIRY.
 RD2228'IT IS ABOUT 60 METERS N OF THE COLUMBIA RIVER HIGHWAY (U.S. 30).
 RD2228'
 RD2228'TO REACH THE STATION FROM THE E END OF THE HIGHWAY BRIDGE OVER
 RD2228'SHEPPERDS DELL, PROCEED E ALONG HIGHWAY U.S. 30 FOR .45 MILE, TURN
 RD2228'SHARP LEFT ON PRIVATE ROAD AND GO 0.1 MILE TO BARN AND STATION ON N
 RD2228'SIDE OF ROAD (PVT.)
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC2119 ***********************************************************************
 SC2119  DESIGNATION -  BARN SPIRE
 SC2119  PID         -  SC2119
 SC2119  STATE/COUNTY-  OR/CLATSOP
 SC2119  USGS QUAD   -  OLNEY (1981)
 SC2119
 SC2119                         *CURRENT SURVEY CONTROL
 SC2119  ___________________________________________________________________
 SC2119* NAD 83(1991)-  46 06 59.27463(N)    123 51 26.90572(W)     ADJUSTED  
 SC2119* NAVD 88     -              **(meters)            **(feet)            
 SC2119  ___________________________________________________________________
 SC2119  LAPLACE CORR-          14.71  (seconds)                    DEFLEC99
 SC2119  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 SC2119  HORZ ORDER  -  THIRD
 SC2119
 SC2119.The horizontal coordinates were established by classical geodetic methods
 SC2119.and adjusted by the National Geodetic Survey in October 1991.
 SC2119
 SC2119
 SC2119.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2119
 SC2119.The geoid height was determined by GEOID03.
 SC2119
 SC2119;                    North         East     Units Scale Factor Converg.
 SC2119;SPC OR N     -   277,632.527 2,240,531.689   MT  1.00003171   -2 22 51.9
 SC2119;SPC OR N     -   910,867.87  7,350,825.75   iFT  1.00003171   -2 22 51.9
 SC2119;SPC WA S     -    92,567.448   240,557.118   MT  0.99994784   -2 26 19.9
 SC2119;SPC WA S     -   303,698.37    789,227.81   sFT  0.99994784   -2 26 19.9
 SC2119;UTM  10      - 5,107,345.058   433,743.355   MT  0.99965396   -0 37 05.0
 SC2119
 SC2119                          SUPERSEDED SURVEY CONTROL
 SC2119
 SC2119  NAD 83(1986)-  46 06 59.28959(N)    123 51 26.88814(W) AD(       ) 4
 SC2119  NAD 27      -  46 06 59.91182(N)    123 51 22.38138(W) AD(       ) 3
 SC2119
 SC2119.Superseded values are not recommended for survey control.
 SC2119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2119.See file dsdata.txt to determine how the superseded data were derived.
 SC2119
 SC2119_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS3374307345(NAD 83)
 SC2119
 SC2119  HISTORY     - Date     Condition        Report By
 SC2119  HISTORY     - 1935     MONUMENTED       CGS
 SC2119  HISTORY     - 1942     SEE DESCRIPTION  CGS
 SC2119
 SC2119                          STATION DESCRIPTION
 SC2119
 SC2119'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (RWK)
 SC2119'THE STATION IS THE FINIAL ATOP THE CUPOLA OF A SMALL RED BARN
 SC2119'LOCATED ON THE E SIDE OF THE LEWIS AND CLARK RIVER, ABOUT 3 MILES
 SC2119'S OF YOUNGS BAY.
 SC2119
 SC2119                          STATION RECOVERY (1942)
 SC2119
 SC2119'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (LVE)
 SC2119'STATION RECOVERED AS DESCRIBED, EXCEPT THAT THE BARN IS NOW
 SC2119'PAINTED YELLOW, WITH REITH DAIRY PAINTED ON THE E END OF THE BARN.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0986 ***********************************************************************
 OA0986  DESIGNATION -  BARNACLE ROCK
 OA0986  PID         -  OA0986
 OA0986  STATE/COUNTY-  OR/CURRY
 OA0986  USGS QUAD   -  BROOKINGS (1986)
 OA0986
 OA0986                         *CURRENT SURVEY CONTROL
 OA0986  ___________________________________________________________________
 OA0986* NAD 83(1991)-  42 06 38.61522(N)    124 21 58.09040(W)     ADJUSTED  
 OA0986* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 OA0986  ___________________________________________________________________
 OA0986  LAPLACE CORR-          13.87  (seconds)                    DEFLEC99
 OA0986  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 OA0986  HORZ ORDER  -  THIRD
 OA0986
 OA0986.The horizontal coordinates were established by classical geodetic methods
 OA0986.and adjusted by the National Geodetic Survey in October 1991.
 OA0986
 OA0986.The orthometric height was scaled from a topographic map.
 OA0986
 OA0986.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA0986
 OA0986.The geoid height was determined by GEOID03.
 OA0986
 OA0986;                    North         East     Units Scale Factor Converg.
 OA0986;SPC OR S     -    56,709.107 1,180,336.843   MT  1.00006347   -2 38 42.0
 OA0986;SPC OR S     -   186,053.50  3,872,496.20   iFT  1.00006347   -2 38 42.0
 OA0986;SPC CA 1     -   811,066.119 1,804,299.797   MT  1.00014318   -1 32 49.8
 OA0986;SPC CA 1     - 2,660,972.76  5,919,606.92   sFT  1.00014318   -1 32 49.8
 OA0986;UTM  10      - 4,662,973.185   387,055.103   MT  0.99975696   -0 54 58.2
 OA0986
 OA0986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA0986!SPC OR S     -   1.00000301  x   1.00006347  =   1.00006648
 OA0986!SPC CA 1     -   1.00000301  x   1.00014318  =   1.00014619
 OA0986!UTM  10      -   1.00000301  x   0.99975696  =   0.99975997
 OA0986
 OA0986                          SUPERSEDED SURVEY CONTROL
 OA0986
 OA0986  NAD 83(1986)-  42 06 38.60232(N)    124 21 58.09130(W) AD(       ) 3
 OA0986  NAD 27      -  42 06 39.20000(N)    124 21 53.69000(W) AD(       ) 3
 OA0986
 OA0986.Superseded values are not recommended for survey control.
 OA0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0986.See file dsdata.txt to determine how the superseded data were derived.
 OA0986
 OA0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCM8705562973(NAD 83)
 OA0986
 OA0986  HISTORY     - Date     Condition        Report By
 OA0986  HISTORY     - 1871     MONUMENTED       CGS
 OA0986  HISTORY     - 1933     SEE DESCRIPTION  ORGS
 OA0986  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OA0986
 OA0986                          STATION DESCRIPTION
 OA0986
 OA0986'DESCRIBED BY COAST AND GEODETIC SURVEY 1871 (AWC)
 OA0986'ON A FLAT ROCK NE OF A HIGH CONICAL ROCK DIRECTLY OFF SAND
 OA0986'HILL.  THE ONLY MARK IS A HOLE CUT IN THE ROCK FOR THE FOOT OF
 OA0986'THE CENTER POLE.
 OA0986
 OA0986                          STATION RECOVERY (1933)
 OA0986
 OA0986'RECOVERY NOTE BY OREGON GEODETIC SURVEY 1933
 OA0986'RECOVERED AS DESCRIBED.  MARK IN GOOD CONDITION.  STATION IS
 OA0986'ABOUT 7 MILES AIR LINE NW OF BROOKINGS, ON A SMALL ROCK ISLAND
 OA0986'ABOUT 0.75 MILE OFF THE SHORE ABOUT HALFWAY BETWEEN CAPE FERRELO
 OA0986'AND THE BROAD POINT ABOUT 1 MILE N.
 OA0986'
 OA0986'STATION IS 109 FEET ABOVE SEA LEVEL.
 OA0986
 OA0986                          STATION RECOVERY (1934)
 OA0986
 OA0986'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (LAM)
 OA0986'STATION RECOVERED AS DESCRIBED.  MARK IN GOOD CONDITION.  IT IS A
 OA0986'LITTLE E OF N OF HOUSE ROCK AND ABOUT 30 FEET ABOVE SEA LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0336 ***********************************************************************
 QC0336  DESIGNATION -  BARNES
 QC0336  PID         -  QC0336
 QC0336  STATE/COUNTY-  OR/GRANT
 QC0336  USGS QUAD   -  WOLFINGER BUTTE (1983)
 QC0336
 QC0336                         *CURRENT SURVEY CONTROL
 QC0336  ___________________________________________________________________
 QC0336* NAD 83(1991)-  44 24 50.74322(N)    119 10 50.17416(W)     ADJUSTED  
 QC0336* NAVD 88     -       853.005  (meters)    2798.57   (feet)  ADJUSTED  
 QC0336  ___________________________________________________________________
 QC0336  LAPLACE CORR-           2.24  (seconds)                    DEFLEC99
 QC0336  GEOID HEIGHT-         -18.44  (meters)                     GEOID03
 QC0336  DYNAMIC HT  -         852.711 (meters)    2797.60  (feet)  COMP
 QC0336  MODELED GRAV-     980,245.9   (mgal)                       NAVD 88
 QC0336
 QC0336  HORZ ORDER  -  SECOND
 QC0336  VERT ORDER  -  FIRST     CLASS II
 QC0336
 QC0336.The horizontal coordinates were established by classical geodetic methods
 QC0336.and adjusted by the National Geodetic Survey in October 1991.
 QC0336
 QC0336.The orthometric height was determined by differential leveling
 QC0336.and adjusted in June 1991.
 QC0336
 QC0336.The Laplace correction was computed from DEFLEC99 derived deflections.
 QC0336
 QC0336.The geoid height was determined by GEOID03.
 QC0336
 QC0336.The dynamic height is computed by dividing the NAVD 88
 QC0336.geopotential number by the normal gravity value computed on the
 QC0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0336.degrees latitude (g = 980.6199 gals.).
 QC0336
 QC0336.The modeled gravity was interpolated from observed gravity values.
 QC0336
 QC0336;                    North         East     Units Scale Factor Converg.
 QC0336;SPC OR N     -    83,914.867 2,605,078.242   MT  0.99998064   +0 56 08.5
 QC0336;SPC OR N     -   275,311.24  8,546,844.63   iFT  0.99998064   +0 56 08.5
 QC0336;UTM  11      - 4,920,179.766   326,391.626   MT  0.99997067   -1 31 35.2
 QC0336
 QC0336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QC0336!SPC OR N     -   0.99986916  x   0.99998064  =   0.99984980
 QC0336!UTM  11      -   0.99986916  x   0.99997067  =   0.99983983
 QC0336
 QC0336:                Primary Azimuth Mark                     Grid Az
 QC0336:SPC OR N     -  CONE                                     023 30 54.5
 QC0336:UTM  11      -  CONE                                     025 58 38.2
 QC0336
 QC0336|---------------------------------------------------------------------|
 QC0336| PID    Reference Object                     Distance      Geod. Az  |
 QC0336|                                                           dddmmss.s |
 QC0336| QC0993 CONE                                APPROX.10.0 KM 0242703.0 |
 QC0336| QC0337 BARNES RM 1                          22.843 METERS 09855     |
 QC0336| QC0340 BARNES AZ MK                                       1020420.2 |
 QC0336| QC0338 BARNES RM 2                          30.465 METERS 17619     |
 QC0336|---------------------------------------------------------------------|
 QC0336
 QC0336                          SUPERSEDED SURVEY CONTROL
 QC0336
 QC0336  NAD 83(1986)-  44 24 50.74953(N)    119 10 50.17001(W) AD(       ) 2
 QC0336  NAD 27      -  44 24 51.20500(N)    119 10 46.31100(W) AD(       ) 2
 QC0336  NGVD 29 (??/??/92)  851.850  (m)         2794.78   (f) ADJ UNCH    1 2
 QC0336
 QC0336.Superseded values are not recommended for survey control.
 QC0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0336.See file dsdata.txt to determine how the superseded data were derived.
 QC0336
 QC0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK2639220180(NAD 83)
 QC0336_MARKER: DS = TRIANGULATION STATION DISK
 QC0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0336_SP_SET: SQUARE CONCRETE MONUMENT
 QC0336_STAMPING: BARNES 1945
 QC0336_MARK LOGO: CGS   
 QC0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0336+STABILITY: SURFACE MOTION
 QC0336_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QC0336+SATELLITE: SATELLITE OBSERVATIONS - October 07, 1987
 QC0336
 QC0336  HISTORY     - Date     Condition        Report By
 QC0336  HISTORY     - 1945     MONUMENTED       CGS
 QC0336  HISTORY     - 1963     SEE DESCRIPTION  CGS
 QC0336  HISTORY     - 1975     SEE DESCRIPTION  NGS
 QC0336  HISTORY     - 1975     GOOD             NGS
 QC0336  HISTORY     - 19871007 GOOD             NGS
 QC0336
 QC0336                          STATION DESCRIPTION
 QC0336
 QC0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCT)
 QC0336'THE STATION IS LOCATED 3.45 MILES BY ROAD WEST OF MT. VERNON,
 QC0336'ON THE NORTH SIDE OF U.S. HIGHWAY NO. 28, ABOUT 0.4 MILE SOUTH OF
 QC0336'THE JOHN DAY RIVER AND 0.05 MILE EAST OF MC CLELLAN CREEK.  IT IS
 QC0336'53 FEET NORTH OF THE CENTER OF HIGHWAY NO. 28, 24 FEET EAST OF THE
 QC0336'EAST POST OF A GATE INTO THE A. BARNES FARM, 37 FEET WEST OF A
 QC0336'POWER LINE POLE AND 4 FEET SOUTH OF A FENCE.  IT IS FLUSH WITH
 QC0336'THE SURFACE OF THE GROUND AND IS STAMPED BARNES 1945.
 QC0336'
 QC0336'REFERENCE MARK NO. 1 IS EAST OF THE STATION, 66 FEET NORTH OF THE
 QC0336'CENTER OF HIGHWAY NO. 28, 37 FEET EAST OF A POWER LINE POLE AND 1
 QC0336'FOOT SOUTH OF A FENCE.  IT PROJECTS ABOUT 2 INCHES AND IS STAMPED
 QC0336'BARNES NO 1 1945.
 QC0336'
 QC0336'REFERENCE MARK NO. 2 IS SOUTH OF THE STATION, 40 FEET SOUTH OF THE
 QC0336'CENTER OF HIGHWAY NO. 28, 15 FEET WEST OF THE WEST POST OF A FIELD
 QC0336'GATE AND 38 FEET EAST OF A POWER LINE POLE.  IT PROJECTS ABOUT 3
 QC0336'INCHES AND IS STAMPED BARNES NO 2 1945.
 QC0336'
 QC0336'THE AZIMUTH MARK IS 0.45 EAST OF THE STATION, 42-1/2 FEET NORTH OF
 QC0336'THE CENTER OF HIGHWAY NO. 28, 1 FOOT NORTH OF A FENCE, 16 FEET WEST
 QC0336'OF A FENCE CORNER, 7 FEET NORTHWEST OF A POWER LINE POLE AND IS
 QC0336'STAMPED BARNES NO 2 1945.  THE MARK PROJECTS ABOUT 3 INCHES.
 QC0336'
 QC0336'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS NO. 28 AND
 QC0336'395 IN MT. VERNON GO WEST ON HIGHWAY NO. 28 FOR 3.45 MILES TO THE
 QC0336'A. BARNES FARM HOME ON THE RIGHT AND THE STATION AS DESCRIBED.
 QC0336
 QC0336                          STATION RECOVERY (1963)
 QC0336
 QC0336'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FN)
 QC0336'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND THE
 QC0336'THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  A
 QC0336'METAL WITNESS POST WAS PLACED 1 FOOT EAST OF THE STATION MARK
 QC0336'AND A METAL WITNESS POST WAS PLACED 1 FOOT NORTH OF THE AZIMUTH
 QC0336'MARK.  THE ORIGINAL DESCRIPTION IS ADEQUATE.
 QC0336
 QC0336                          STATION RECOVERY (1975)
 QC0336
 QC0336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 QC0336'THE STATION MARK, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK WAS
 QC0336'RECOVERED IN GOOD CONDITION.  LINE OF SIGHT WAS NOT CLEARED TO THE
 QC0336'AZIMUTH MARK.  LANDMARKS HAVE CHANGED.  A NEW AND COMPLETE
 QC0336'DESCRIPTION FOLLOWS.
 QC0336'
 QC0336'THE STATION IS 3-1/2 MILES WEST OF MT. VERNON IN A FEED LOT ON
 QC0336'LAND OWNED BY MR. JOHN MASSON.
 QC0336'
 QC0336'TO REACH THE STATION FROM THE MT. VERNON POST OFFICE GO WEST ON
 QC0336'U.S. HIGHWAY 26 FOR 3.0 MILES TO THE AZIMUTH MARK ON THE RIGHT,
 QC0336'CONTINUE WEST ON THE HIGHWAY FOR 0.45 MILE TO THE STATION ON THE
 QC0336'RIGHT.
 QC0336'
 QC0336'THE STATION MARK, STAMPED BARNES 1945, IS A STANDARD DISK SET
 QC0336'IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 1-INCH, 0.1
 QC0336'MILE WEST OF MR. JOHN MASSONS RESIDENCE, 0.05 MILE EAST OF
 QC0336'MC CLELLAN CREEK, 54 FEET NORTH OF THE CENTER OF U.S. HIGHWAY
 QC0336'26, 27 FEET NORTHEAST OF THE EAST END OF A GATE IN THE
 QC0336'RIGHT-OF-WAY FENCE LINE, AND 12 FEET NORTH OF A METAL WITNESS
 QC0336'POST, THAT WAS PLACED IN THE RIGHT-OF-WAY FENCE LINE.  (NOTE
 QC0336'1A AND 7A)
 QC0336'
 QC0336'REFERENCE MARK NO. 1, STAMPED BARNES NO 1 1945, IS A STANDARD DISK
 QC0336'SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 1-INCH,
 QC0336'88 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 26, AND 26 FEET NORTH
 QC0336'OF THE RIGHT-OF-WAY FENCE LINE.  (NOTE 11A)
 QC0336'
 QC0336'REFERENCE MARK NO. 2, STAMPED BARNES NO 2 1945, IS A STANDARD DISK
 QC0336'SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2-INCHES,
 QC0336'48 FEET SOUTHEAST OF THE SOUTH END OF A CULVERT UNDER THE HIGHWAY,
 QC0336'39 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 26, 18.5 FEET WEST OF
 QC0336'THE WEST END OF A GATE, AND 2.5 FEET NORTH OF THE RIGHT-OF-WAY
 QC0336'FENCE LINE.  (NOTE 11A)
 QC0336'
 QC0336'THE AZIMUTH MARK, STAMPED BARNES 1945, IS A STANDARD DISK SET IN A
 QC0336'10-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND,
 QC0336'0.15 MILE EAST OF MILEPOST NO. 151, 60 FEET WEST OF A FIELD
 QC0336'APPROACH, 40 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 26, 18 FEET
 QC0336'WEST OF A FENCE CORNER 2 FEET SOUTH OF THE RIGHT-OF-WAY FENCE
 QC0336'LINE, AND 1 FOOT SOUTH OF A METAL WITNESS POST.  (NOTE 16A)
 QC0336'
 QC0336'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QC0336'3-1/2 MILES WEST OF MT. VERNON.
 QC0336
 QC0336                          STATION RECOVERY (1975)
 QC0336
 QC0336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 QC0336'3.5 MI W FROM MT VERNON.
 QC0336'REACHED FROM THE MT. VERNON POST OFFICE GO WEST ON U.S. HIGHWAY 26 FOR
 QC0336'3.45 MILES TO THE MARK ON THE RIGHT, 0.1 MILE WEST OF MR. JOHN MASSONS
 QC0336'RESIDENCE, 0.05 MILE EAST OF MCCLELLAN CREEK, 54 FEET NORTH OF THE
 QC0336'CENTER OF U.S. HIGHWAY 26, 27 FEET NORTHEAST OF THE EAST END OF A GATE
 QC0336'IN THE RIGHT-OF-WAY FENCE LINE, AND 12 FEET NORTH OF A METAL WITNESS
 QC0336'POST THAT WAS PLACED IN THE RIGHT-OF-WAY FENCE LINE SET IN A 10-INCH
 QC0336'SQUARE CONCRETE MONUMENT THAT PROJECTS 1-INCH.
 QC0336
 QC0336                          STATION RECOVERY (1987)
 QC0336
 QC0336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QC0336'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  5.5 KM
 QC0336'(3.40 MI) WESTERLY ALONG U.S. HIGHWAY 26 FROM THE POST OFFICE IN MOUNT
 QC0336'VERNON, 16.5 M (54.1 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 10.2
 QC0336'M (33.5 FT) EAST OF THE CENTER OF A FIELD ENTRANCE AND GATE, 7.6 M
 QC0336'(24.9 FT) NORTH OF A FENCE, 3.8 M (12.5 FT) NORTH OF A WITNESS POST,
 QC0336'0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND IN A CONCRETE
 QC0336'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0340 ***********************************************************************
 QC0340  DESIGNATION -  BARNES AZ MK
 QC0340  PID         -  QC0340
 QC0340  STATE/COUNTY-  OR/GRANT
 QC0340  USGS QUAD   -  WOLFINGER BUTTE (1983)
 QC0340
 QC0340                         *CURRENT SURVEY CONTROL
 QC0340  ___________________________________________________________________
 QC0340* NAD 83(1986)-  44 24 45.     (N)    119 10 13.     (W)     SCALED    
 QC0340* NAVD 88     -       862.390  (meters)    2829.36   (feet)  ADJUSTED  
 QC0340  ___________________________________________________________________
 QC0340  GEOID HEIGHT-         -18.43  (meters)                     GEOID03
 QC0340  DYNAMIC HT  -         862.093 (meters)    2828.38  (feet)  COMP
 QC0340  MODELED GRAV-     980,246.2   (mgal)                       NAVD 88
 QC0340
 QC0340  VERT ORDER  -  FIRST     CLASS II
 QC0340
 QC0340.The horizontal coordinates were scaled from a topographic map and have
 QC0340.an estimated accuracy of +/- 6 seconds.
 QC0340
 QC0340.The orthometric height was determined by differential leveling
 QC0340.and adjusted in June 1991.
 QC0340
 QC0340.The geoid height was determined by GEOID03.
 QC0340
 QC0340.The dynamic height is computed by dividing the NAVD 88
 QC0340.geopotential number by the normal gravity value computed on the
 QC0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0340.degrees latitude (g = 980.6199 gals.).
 QC0340
 QC0340.The modeled gravity was interpolated from observed gravity values.
 QC0340
 QC0340;                    North         East    Units  Estimated Accuracy
 QC0340;SPC OR N     -    83,750.    2,605,900.      MT  (+/- 180 meters Scaled)
 QC0340
 QC0340                          SUPERSEDED SURVEY CONTROL
 QC0340
 QC0340  NGVD 29 (??/??/92)  861.238  (m)         2825.58   (f) ADJ UNCH    1 2
 QC0340
 QC0340.Superseded values are not recommended for survey control.
 QC0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0340.See file dsdata.txt to determine how the superseded data were derived.
 QC0340
 QC0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK272199(NAD 83)
 QC0340_MARKER: DZ = AZIMUTH MARK DISK
 QC0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0340_SP_SET: SQUARE CONCRETE MONUMENT
 QC0340_STAMPING: BARNES 1945
 QC0340_MARK LOGO: CGS   
 QC0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0340+STABILITY: SURFACE MOTION
 QC0340_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QC0340+SATELLITE: SATELLITE OBSERVATIONS - October 07, 1987
 QC0340
 QC0340  HISTORY     - Date     Condition        Report By
 QC0340  HISTORY     - 1945     MONUMENTED       CGS
 QC0340  HISTORY     - 1975     GOOD             NGS
 QC0340  HISTORY     - 19871007 GOOD             NGS
 QC0340
 QC0340                          STATION DESCRIPTION
 QC0340
 QC0340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 QC0340'3 MI W FROM MT VERNON.
 QC0340'REACHED FROM THE MT. VERNON POST OFFICE GO WEST ON U.S. HIGHWAY 26 FOR
 QC0340'3.0 MILES TO THE BENCH MARK ON THE RIGHT, 0.15 MILE EAST OF MILEPOST
 QC0340'NO. 151, 60 FEET WEST OF A FIELD APPROACH, 40 FEET NORTH OF THE CENTER
 QC0340'OF U.S. HIGHWAY 26, 18 FEET WEST OF A FENCE CORNER, 2 FEET SOUTH OF
 QC0340'THE RIGHT-OF-WAY FENCE LINE, AND 1 FOOT SOUTH OF A METAL WITNESS POST
 QC0340'SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 QC0340'GROUND.
 QC0340
 QC0340                          STATION RECOVERY (1987)
 QC0340
 QC0340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QC0340'RECOVERED IN GOOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  4.7 KM
 QC0340'(2.90 MI) WESTERLY ALONG U.S. HIGHWAY 26 FROM THE POST OFFICE IN MOUNT
 QC0340'VERNON, 16.2 M (53.1 FT) WEST OF THE CENTER OF A FIELD ENTRANCE. 12.2
 QC0340'M (40.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 5.5 M (18.0 FT)
 QC0340'WEST OF A FENCE CORNER, 0.3 M (1.0 FT) SOUTH OF A FENCE, 0.9 M
 QC0340'(3.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A
 QC0340'WITNESS POST, AND IN A CONCRETE MONUMENT THAT IS FLUSH WITH THE
 QC0340'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3174 ***********************************************************************
 RD3174  DESIGNATION -  BARNES RESET
 RD3174  PID         -  RD3174
 RD3174  STATE/COUNTY-  OR/MULTNOMAH
 RD3174  USGS QUAD   -  PORTLAND (1990)
 RD3174
 RD3174                         *CURRENT SURVEY CONTROL
 RD3174  ___________________________________________________________________
 RD3174* NAD 83(1991)-  45 31 34.82808(N)    122 45 03.12181(W)     ADJUSTED  
 RD3174* NAVD 88     -       385.08   (+/-2cm)    1263.4    (feet)  VERTCON   
 RD3174  ___________________________________________________________________
 RD3174  LAPLACE CORR-           2.33  (seconds)                    DEFLEC99
 RD3174  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 RD3174  HORZ ORDER  -  FIRST
 RD3174  VERT ORDER  -  THIRD ? (See Below)
 RD3174
 RD3174.The horizontal coordinates were established by classical geodetic methods
 RD3174.and adjusted by the National Geodetic Survey in October 1991.
 RD3174
 RD3174.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD3174.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD3174.The vertical order pertains to the NGVD 29 superseded value.
 RD3174
 RD3174.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3174
 RD3174.The geoid height was determined by GEOID03.
 RD3174
 RD3174;                    North         East     Units Scale Factor Converg.
 RD3174;SPC OR N     -   209,100.809 2,324,196.492   MT  0.99991404   -1 35 46.6
 RD3174;SPC OR N     -   686,026.28  7,625,316.57   iFT  0.99991404   -1 35 46.6
 RD3174;SPC WA S     -    23,962.403   324,167.781   MT  1.00008369   -1 38 06.1
 RD3174;SPC WA S     -    78,616.65  1,063,540.46   sFT  1.00008369   -1 38 06.1
 RD3174;UTM  10      - 5,041,453.116   519,454.872   MT  0.99960465   +0 10 40.0
 RD3174
 RD3174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3174!SPC OR N     -   0.99994321  x   0.99991404  =   0.99985726
 RD3174!SPC WA S     -   0.99994321  x   1.00008369  =   1.00002690
 RD3174!UTM  10      -   0.99994321  x   0.99960465  =   0.99954788
 RD3174
 RD3174|---------------------------------------------------------------------|
 RD3174| PID    Reference Object                     Distance      Geod. Az  |
 RD3174|                                                           dddmmss.s |
 RD3174| CE2294 BARNES RM                            44.950 METERS 00441     |
 RD3174| RD2976 PORTLAND KGW N RADIO TOWER          APPROX.10.0 KM 0291850.4 |
 RD3174| RD3008 PORTLAND UP RR CO ELEV TANK         APPROX. 5.3 KM 0522114.9 |
 RD3174| RD2824 PORTLAND COLUMBIA APT BEACON        APPROX.14.0 KM 0544704.7 |
 RD3174| CE2292 BARNES RM 2                           1.793 METERS 05644     |
 RD3174| RD3248 PORTLAND GAS TANK                   APPROX. 7.1 KM 0593645.9 |
 RD3174| RD3014 PORTLAND ST ANDREWS CH S SPIRE      APPROX. 8.2 KM 0634855.6 |
 RD3174| RD2966 PORTLAND PRL AND P WHITE STACK      APPROX. 4.7 KM 0682135.6 |
 RD3174| RD3250 PORTLAND THIRD BAP CH STEEPLE       APPROX. 6.7 KM 0750617.1 |
 RD3174| RD3217 PORTLAND CROWN MILLS BLUE TK        APPROX. 6.0 KM 0792040.0 |
 RD3174| RD3144 PORTLAND CROWN MILLS BLACK TK       APPROX. 5.5 KM 0812134.9 |
 RD3174| RD2883 PORTLAND MILK BOTTLE STORE          APPROX. 9.9 KM 0845142.7 |
 RD3174| RD3219 PORTLAND HOSFORD SCHOOL STACK       APPROX. 9.1 KM 1040836.0 |
 RD3174| CE2293 BARNES RM 4                                        12834     |
 RD3174| RD3128 PORTLAND KOIN NW RADIO TOWER        APPROX. 1.7 KM 1301146.9 |
 RD3174| RD3125 PORTLAND KOIN SE RADIO TOWER        APPROX. 1.9 KM 1315843.5 |
 RD3174| RD2553 PORTLAND COUNCIL CREST AWY BCN      APPROX. 4.5 KM 1322430.1 |
 RD3174| CE2290 BARNES AZ MK                                       1362047.1 |
 RD3174| RD2534 HILLSDALE ELEVATED WATER TANK       APPROX. 7.6 KM 1461336.3 |
 RD3174| CE2291 BARNES RM 1                           2.738 METERS 34224     |
 RD3174|---------------------------------------------------------------------|
 RD3174
 RD3174                          SUPERSEDED SURVEY CONTROL
 RD3174
 RD3174  NAD 83(1986)-  45 31 34.84760(N)    122 45 03.12593(W) AD(       ) 1
 RD3174  NAD 27      -  45 31 35.42400(N)    122 44 58.77300(W) AD(       ) 1
 RD3174  NGVD 29 (07/19/86)  384.01   (m)         1259.9    (f) LEVELING    3  
 RD3174
 RD3174.Superseded values are not recommended for survey control.
 RD3174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3174.See file dsdata.txt to determine how the superseded data were derived.
 RD3174
 RD3174_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1945541453(NAD 83)
 RD3174_MARKER: DS = TRIANGULATION STATION DISK
 RD3174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD3174
 RD3174  HISTORY     - Date     Condition        Report By
 RD3174  HISTORY     - 1934     MONUMENTED       ORGS
 RD3174  HISTORY     - 1934     GOOD             CGS
 RD3174  HISTORY     - 1941     GOOD             CGS
 RD3174  HISTORY     - 1959     GOOD             CGS
 RD3174  HISTORY     - 1961     GOOD             CGS
 RD3174  HISTORY     - 20050331 GOOD             USPSQD
 RD3174
 RD3174                          STATION DESCRIPTION
 RD3174
 RD3174'DESCRIBED BY OREGON GEODETIC SURVEY 1934
 RD3174'STATION IS IN THE EXTREME W PART OF PORTLAND, ON A CLEARED HILL
 RD3174'ABOUT 650 FEET NW OF THE INTERSECTION OF GREENLEAF ROAD AND
 RD3174'SKYLINE BOULEVARD, THE LATTER CONNECTING THE BARNES AND CORNELL
 RD3174'ROADS.  THE POINT IS JUST E OF A HIGHER HILL, WHICH IS STILL
 RD3174'PARTLY WOODED, AND IS VERY CLOSE TO THE N SIDE OF A LARGE STUMP.
 RD3174'
 RD3174'THE STATION IS RE-MARKED BY A STANDARD DISK, STAMPED BARNES 1903
 RD3174'AND SET IN A SQUARE CONCRETE PIER, WITH
 RD3174'AN UNDERGROUND MARK CONSISTING OF AN OLD-STYLE STATION MARK SET
 RD3174'IN A BOULDER BURIED ABOUT 4 FEET.
 RD3174'
 RD3174'TWO REFERENCE MARKS, COPPER BOLTS IN BOULDERS, ARE 15.80 METERS
 RD3174'(51.8 FEET) FROM THE STATION N 22 DEG 49 MIN W, AND 7.02
 RD3174'METERS (23.0 FEET) N 53 DEG 23 MIN E.  THESE TWO MARKS
 RD3174'COULD NOT BE FOUND IN 1934 AND MAY BE COVERED OVER.  REFERENCE
 RD3174'MARK NO.3, A COPPER BOLT IN A BOULDER WITH AN UNDERGROUND MARK
 RD3174'CONSISTING OF A CROSS ON A BURIED BOULDER, IS 44.95 METERS
 RD3174'(147.5 FEET) N OF THE STATION N 4 DEG 35 MIN E.  THIS
 RD3174'MARK IS NEAR THE INTERSECTION OF TWO OLD FENCE LINES,
 RD3174'PRODUCED.  REFERENCE MARK NO.4, INSTALLED IN 1934, CONSISTS OF A
 RD3174'STANDARD DISK IN A CONCRETE PIER,
 RD3174'AND IS 174.14 METERS (571.33 FEET) SE OF THE STATION IN
 RD3174'APPROXIMATE AZIMUTH 308 DEG 33 MIN.  THIS PIER IS NEAR THE S
 RD3174'FENCE OF A PRIVATE E-W LANE, AT A POINT ABOUT 50 FEET W OF THE
 RD3174'CENTER LINE OF GREENLEAF ROAD.  IN 1934 THE FINIAL OF A WOODEN
 RD3174'WATER TOWER ON A WOODED HILL TO THE SE WAS IN APPROXIMATE
 RD3174'AZIMUTH 315 DEG 37 MIN.
 RD3174
 RD3174                          STATION RECOVERY (1934)
 RD3174
 RD3174'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CP)
 RD3174'STATION IS ON A CLEARED HILL THAT LIES ABOUT 3 MILES W OF THE
 RD3174'POST OFFICE AT PORTLAND.  THE POINT IS 600 FEET NW OF THE
 RD3174'INTERSECTION OF GREENLEAF ROAD AND SKYLINE BOULEVARD.  ABOUT
 RD3174'1 MILE NW OF THE RADIO TOWERS.  THE HILL IS CULTIVATED ON THE E
 RD3174'AND S SIDES AND ON TOP.  THE STATION MARK IS JUST N OF A LARGE
 RD3174'STUMP.  THE OLD STATION MARK HAS BEEN DESTROYED AND HAS BEEN
 RD3174'RE-MARKED WITH A STANDARD DISK IN CONCRETE POST.  ONE OLD
 RD3174'REFERENCE MARK, A COPPER BOLT IN A BOULDER, FOUND IN GOOD
 RD3174'CONDITION.  STATION WAS REBUILT IN 1934 BY C.W.A. STATE SURVEY.
 RD3174'REFERENCE MARK NO.4 IS STAMPED REF 4 1934.
 RD3174
 RD3174                          STATION RECOVERY (1941)
 RD3174
 RD3174'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (ANS)
 RD3174'STATION, LOCATED ON PROPERTY OWNED AND OCCUPIED BY DR. GREENE,
 RD3174'IS ON A CLEARED HILL ABOUT 3 MILES WEST OF THE POST OFFICE IN
 RD3174'PORTLAND, 600 FEET NORTHWEST OF INTERSECTION OF N.W. GREENLEAF
 RD3174'ROAD AND SKYLINE BOULEVARD, AND ABOUT 1 MILE NORTHWEST OF THE
 RD3174'KOIN RADIO TOWERS.  IT IS 25.6 FEET SOUTH OF THE SOUTHWEST
 RD3174'CORNER, AND 35 FEET SOUTHWEST OF SOUTHEAST CORNER OF DR. GREENES
 RD3174'RESIDENCE.  THE MARK IS FLUSH WITH THE GROUND AND IS
 RD3174'STAMPED BARNES 1903.
 RD3174'
 RD3174'REFERENCE MARK NO.1 IS ABOUT 1 FOOT LOWER THAN STATION AND
 RD3174'IS 16.6 FEET SOUTH OF SOUTHWEST CORNER OF RESIDENCE.  THE MARK IS
 RD3174'FLUSH WITH GROUND AND IS STAMPED BARNES NO 1 1903-1934.
 RD3174'
 RD3174'REFERENCE MARK NO.2 IS ABOUT LEVEL WITH THE STATION, 24 FEET
 RD3174'SOUTH-SOUTHEAST OF SOUTHWEST CORNER OF RESIDENCE, FLUSH WITH
 RD3174'GROUND, AND IS STAMPED BARNES NO 2 1903-1934.
 RD3174'
 RD3174'TO REACH THE STATION FROM S.W. THIRD AVENUE AND W. BURNSIDE
 RD3174'AT THE WEST END OF THE BURNSIDE BRIDGE IN PORTLAND, GO WEST ON
 RD3174'W. BURNSIDE 2.85 MILES TO SKYLINE BOULEVARD TO LEFT
 RD3174'(SOUTH).  CONTINUE STRAIGHT AHEAD 0.15 MILE ON BOTH W. BURNSIDE
 RD3174'AND SKYLINE BOULEVARD, HERE LEAVE W. BURNSIDE AND FOLLOW SKYLINE
 RD3174'BOULEVARD WEST AND NORTHWEST 0.8 MILE TO INTERSECTION WITH
 RD3174'N.S. GREENLEAF ROAD.  (AZIMUTH MARK IS SOUTHWEST OF ROAD
 RD3174'INTERSECTION ON THE LEFT, SOUTH.) TURN RIGHT (NORTH) ON
 RD3174'N.W. GREENLEAF ROAD ABOUT 20 YARDS TO N.W. PENRIDGE ROAD LEFT
 RD3174'(WEST), TAKE THIS PAVED ROAD AND FOLLOW IT NORTHWEST UP HILL
 RD3174'0.25 MILE TO DR. GREENES RESIDENCE AND STATION ON THE RIGHT
 RD3174'(EAST).
 RD3174'
 RD3174'THE AZIMUTH MARK IS ABOUT 1/4 MILE SOUTHEAST OF STATION, 51 FEET
 RD3174'SOUTHWEST OF N.W. GREENLEAF ROAD AND SKYLINE BOULEVARD
 RD3174'INTERSECTION.  IT IS 28 FEET SOUTH OF CENTERLINE OF SKYLINE
 RD3174'BOULEVARD, 25 FEET WEST OF PRIVATE DRIVEWAY, 1 FOOT NORTH OF FENCE
 RD3174'LINE, 7.8 FEET WEST OF FENCE CORNER, AND 3.2 FEET EAST OF WHITE
 RD3174'WITNESS POST.  THE MARK IS FLUSH WITH GROUND AND STAMPED BARNES
 RD3174'1941.
 RD3174'
 RD3174'RECOVERED MARKS WERE SET IN SQUARE CONCRETE MONUMENTS AND WERE
 RD3174'FOUND IN GOOD CONDITION.  REFERENCE MARK NO.4, AT CROSSROADS
 RD3174'ABOUT 200 YARDS SOUTHEAST OF STATION, WAS NOT
 RD3174'RECOVERED.  INFORMATION GATHERED WAS THAT WHEN THE NEW N.W.
 RD3174'PENRIDGE ROAD WAS BUILT THE MARK WAS DESTROYED.  COPPER BOLT NORTH
 RD3174'OF STATION IN BOULDER, A 1903 REFERENCE MARK, WAS NOT
 RD3174'RECOVERED DUE TO THE NEW RESIDENCE OF DR. GREENE.
 RD3174'
 RD3174'THE AZIMUTH MARK WAS SET SOUTHEAST OF STATION IN 1941.
 RD3174
 RD3174                          STATION RECOVERY (1959)
 RD3174
 RD3174'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (ANS)
 RD3174'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK
 RD3174'WERE RECOVERED IN GOOD CONDITION.  A BRIEF SEARCH WAS MADE FOR
 RD3174'R.M. 4 AND R.M. (N) (OLD), BUT THEY WERE NOT FOUND AND HAVE
 RD3174'PROBABLY BEEN DESTROYED BY HOUSE AND ROAD CONSTRUCTION.
 RD3174'
 RD3174'THE STATION IS ON A PARTLY CLEARED HILL ABOUT 5 MILES WEST OF
 RD3174'PORTLAND AND 600 FEET NORTHWEST OF THE INTERSECTION OF NORTHWEST
 RD3174'SKYLINE BOULEVARD AND NORTHWEST GREENLEAF ROAD.  IT IS IN A SMALL,
 RD3174'CIRCULAR FLOWER GARDEN ON THE LAWN SURROUNDING THE RESIDENCE OF
 RD3174'DR. H. J. NOYES.  STATION WILL NOT SEE OUT TO THE NORTH AND WEST.
 RD3174'
 RD3174'TO REACH THE STATION, DRIVE WEST FROM THE MAIN BUSINESS SECTION
 RD3174'OF PORTLAND ON WEST BURNSIDE ROAD FOR ABOUT 4 MILES TO THE
 RD3174'INTERSECTION WITH SKYLINE BOULEVARD, THENCE NORTHWEST 1.3 MILES
 RD3174'ALONG SKYLINE BOULEVARD TO THE INTERSECTION WITH NORTHWEST
 RD3174'GREENLEAF ROAD.  TURN RIGHT ON NORTHWEST GREENLEAF ROAD AND GO
 RD3174'ABOUT 60 FEET.  TURN LEFT ON N.W. PENRIDGE ROAD AND GO TO
 RD3174'THE SUMMIT OF THE HILL AND THE RESIDENCE OF DR. NOYES ON THE
 RD3174'RIGHT.
 RD3174'
 RD3174'STATION MARK, STAMPED BARNES 1903, IS A STANDARD DISK SET IN THE
 RD3174'TOP OF A 12 INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH
 RD3174'THE SURFACE OF THE GROUND.  STATION MARK IS ABOUT 25 FEET SOUTH
 RD3174'OF THE SOUTHWEST CORNER, AND ABOUT 35 FEET SOUTHWEST OF THE
 RD3174'SOUTHEAST CORNER OF DR. NOYES RESIDENCE.
 RD3174'
 RD3174'REFERENCE MARK 1, STAMPED BARNES 1903 NO 1 1934, IS A STANDARD
 RD3174'DISK SET IN A 12 INCH SQUARE CONCRETE MONUMENT 2.735 METERS
 RD3174'NORTHWEST OF THE STATION MARK.
 RD3174'
 RD3174'REFERENCE MARK 2, STAMPED BARNES 1903 NO 2 1934, IS A STANDARD
 RD3174'DISK SET IN A 12 INCH SQUARE CONCRETE MONUMENT 1.791 METERS
 RD3174'NORTHEAST OF THE STATION MARK.  BOTH REFERENCE MARKS ARE IN THE
 RD3174'FLOWER GARDEN.
 RD3174'
 RD3174'THE AZIMUTH MARK IS ABOUT 1/4 MILE SOUTHEAST OF THE STATION,
 RD3174'51 FEET SOUTHWEST OF N.W. GREENLEAF ROAD AND SKYLINE BOULEVARD
 RD3174'INTERSECTION.  IT IS 28 FEET SOUTH OF CENTERLINE OF SKYLINE
 RD3174'BOULEVARD, 25 FEET WEST OF PRIVATE DRIVEWAY, 1 FOOT NORTH OF
 RD3174'FENCE LINE, 7.8 FEET WEST OF FENCE CORNER, AND 3.2 FEET EAST OF
 RD3174'A WHITE WITNESS POST.  THE MARK IS A STANDARD DISK, STAMPED
 RD3174'BARNES 1941, SET IN A CONCRETE POST FLUSH WITH THE SURFACE OF THE
 RD3174'GROUND.  THE AZIMUTH MARK IS NO LONGER VISIBLE FROM THE
 RD3174'GROUND AT THE STATION MARK BECAUSE OF NEW RESIDENCES BUILT IN
 RD3174'THE AREA.
 RD3174
 RD3174                          STATION RECOVERY (1961)
 RD3174
 RD3174'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (NES)
 RD3174'A NEW REFERENCE MARK WAS ESTABLISHED, IT IS STAMPED BARNES NO 3
 RD3174'1903-1961 AND IS FLUSH.  IT IS 102 FEET EAST OF THE CENTER OF
 RD3174'N.W. PENRIDGE ROAD, 27 FEET NORTH OF THE MOWED LAWN AND 24 FEET
 RD3174'SOUTHEAST OF THE HEDGE.
 RD3174'
 RD3174'AS THE 1903 STATION AND REFERENCE MARKS ARE IN A SHRUBBERRY BED
 RD3174'THERE WHERE NO MEASUREMENTS MADE.
 RD3174'
 RD3174'DR. H.J. NOYES OF 1273 N.W. PENRIDGE ROAD IS THE PROPERTY OWNER.
 RD3174
 RD3174                          STATION RECOVERY (2005)
 RD3174
 RD3174'RECOVERY NOTE BY US POWER SQUADRON 2005 (RHH)
 RD3174'STATION MARK, STAMPED BARNES 1903 ALONG WITH REFERENCE MARK 1, STAMPED
 RD3174'BARNES 1903 NO 1 1934 AND REFERENCE MARK 2, STAMPED BARNES 1903 NO 2
 RD3174'1934 ARE ALL LOCATED IN SEPARATE PLANTERS ON THE SOUTH SIDE OF THE
 RD3174'RESIDENCE AT 7227 NW PENRIDGE ROAD
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0337 ***********************************************************************
 QC0337  DESIGNATION -  BARNES RM 1
 QC0337  PID         -  QC0337
 QC0337  STATE/COUNTY-  OR/GRANT
 QC0337  USGS QUAD   -  WOLFINGER BUTTE (1983)
 QC0337
 QC0337                         *CURRENT SURVEY CONTROL
 QC0337  ___________________________________________________________________
 QC0337* NAD 83(1986)-  44 24 51.     (N)    119 10 50.     (W)     SCALED    
 QC0337* NAVD 88     -       852.831  (meters)    2798.00   (feet)  ADJUSTED  
 QC0337  ___________________________________________________________________
 QC0337  GEOID HEIGHT-         -18.44  (meters)                     GEOID03
 QC0337  DYNAMIC HT  -         852.537 (meters)    2797.03  (feet)  COMP
 QC0337  MODELED GRAV-     980,245.9   (mgal)                       NAVD 88
 QC0337
 QC0337  VERT ORDER  -  FIRST     CLASS II
 QC0337
 QC0337.The horizontal coordinates were scaled from a topographic map and have
 QC0337.an estimated accuracy of +/- 6 seconds.
 QC0337
 QC0337.The orthometric height was determined by differential leveling
 QC0337.and adjusted in June 1991.
 QC0337
 QC0337.The geoid height was determined by GEOID03.
 QC0337
 QC0337.The dynamic height is computed by dividing the NAVD 88
 QC0337.geopotential number by the normal gravity value computed on the
 QC0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0337.degrees latitude (g = 980.6199 gals.).
 QC0337
 QC0337.The modeled gravity was interpolated from observed gravity values.
 QC0337
 QC0337;                    North         East    Units  Estimated Accuracy
 QC0337;SPC OR N     -    83,920.    2,605,080.      MT  (+/- 180 meters Scaled)
 QC0337
 QC0337                          SUPERSEDED SURVEY CONTROL
 QC0337
 QC0337  NGVD 29 (??/??/92)  851.676  (m)         2794.21   (f) ADJ UNCH    1 2
 QC0337
 QC0337.Superseded values are not recommended for survey control.
 QC0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0337.See file dsdata.txt to determine how the superseded data were derived.
 QC0337
 QC0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK263201(NAD 83)
 QC0337_MARKER: DR = REFERENCE MARK DISK
 QC0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QC0337_STAMPING: BARNES NO 1 1945
 QC0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0337+STABILITY: SURFACE MOTION
 QC0337
 QC0337  HISTORY     - Date     Condition        Report By
 QC0337  HISTORY     - 1945     MONUMENTED       CGS
 QC0337  HISTORY     - 1975     GOOD             NGS
 QC0337
 QC0337                          STATION DESCRIPTION
 QC0337
 QC0337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 QC0337'3.5 MI W FROM MT VERNON.
 QC0337'REACHED FROM THE MT. VERNON POST OFFICE GO WEST ON U.S. HIGHWAY 26 FOR
 QC0337'3.45 MILES TO THE BENCH MARK ON THE RIGHT, 88 FEET NORTH OF THE CENTER
 QC0337'OF U.S. HIGHWAY 26, 74.95 FEET EAST OF TRIANGULATION STATION BARNES
 QC0337'1945, AND 26 FEET NORTH OF THE RIGHT-OF-WAY FENCE LINE.  IT IS A
 QC0337'REFERENCE MARK DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT
 QC0337'PROJECTS 1-INCH.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0338 ***********************************************************************
 QC0338  DESIGNATION -  BARNES RM 2
 QC0338  PID         -  QC0338
 QC0338  STATE/COUNTY-  OR/GRANT
 QC0338  USGS QUAD   -  WOLFINGER BUTTE (1983)
 QC0338
 QC0338                         *CURRENT SURVEY CONTROL
 QC0338  ___________________________________________________________________
 QC0338* NAD 83(1986)-  44 24 51.     (N)    119 10 50.     (W)     SCALED    
 QC0338* NAVD 88     -       853.957  (meters)    2801.69   (feet)  ADJUSTED  
 QC0338  ___________________________________________________________________
 QC0338  GEOID HEIGHT-         -18.44  (meters)                     GEOID03
 QC0338  DYNAMIC HT  -         853.663 (meters)    2800.73  (feet)  COMP
 QC0338  MODELED GRAV-     980,245.9   (mgal)                       NAVD 88
 QC0338
 QC0338  VERT ORDER  -  FIRST     CLASS II
 QC0338
 QC0338.The horizontal coordinates were scaled from a topographic map and have
 QC0338.an estimated accuracy of +/- 6 seconds.
 QC0338
 QC0338.The orthometric height was determined by differential leveling
 QC0338.and adjusted in June 1991.
 QC0338
 QC0338.The geoid height was determined by GEOID03.
 QC0338
 QC0338.The dynamic height is computed by dividing the NAVD 88
 QC0338.geopotential number by the normal gravity value computed on the
 QC0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0338.degrees latitude (g = 980.6199 gals.).
 QC0338
 QC0338.The modeled gravity was interpolated from observed gravity values.
 QC0338
 QC0338;                    North         East    Units  Estimated Accuracy
 QC0338;SPC OR N     -    83,920.    2,605,080.      MT  (+/- 180 meters Scaled)
 QC0338
 QC0338                          SUPERSEDED SURVEY CONTROL
 QC0338
 QC0338  NGVD 29 (??/??/92)  852.802  (m)         2797.90   (f) ADJ UNCH    1 2
 QC0338
 QC0338.Superseded values are not recommended for survey control.
 QC0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0338.See file dsdata.txt to determine how the superseded data were derived.
 QC0338
 QC0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK263201(NAD 83)
 QC0338_MARKER: DR = REFERENCE MARK DISK
 QC0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QC0338_STAMPING: BARNES NO 2 1945
 QC0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0338+STABILITY: SURFACE MOTION
 QC0338
 QC0338  HISTORY     - Date     Condition        Report By
 QC0338  HISTORY     - 1945     MONUMENTED       CGS
 QC0338  HISTORY     - 1975     GOOD             NGS
 QC0338
 QC0338                          STATION DESCRIPTION
 QC0338
 QC0338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 QC0338'3.5 MI E FROM MT VERNON.
 QC0338'REACHED FROM THE MT. VERNON POST OFFICE GO WEST ON U.S. HIGHWAY 26 FOR
 QC0338'3.45 MILES TO THE BENCH MARK ON THE LEFT, 48 FEET SOUTHEAST OF THE
 QC0338'SOUTH END OF A CULVERT UNDER THE HIGHWAY, 39 FEET SOUTH OF THE CENTER
 QC0338'OF U.S. HIGHWAY 26, 18.5 FEET WEST OF THE WEST END OF A GATE, AND 2.5
 QC0338'FEET NORTH OF THE RIGHT-OF-WAY FENCE LINE SET IN A 10-INCH SQUARE
 QC0338'CONCRETE MONUMENT THAT PROJECTS 2-INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3316 ***********************************************************************
 RD3316  DESIGNATION -  BARNES RM 3
 RD3316  PID         -  RD3316
 RD3316  STATE/COUNTY-  OR/MULTNOMAH
 RD3316  USGS QUAD   -  PORTLAND (1990)
 RD3316
 RD3316                         *CURRENT SURVEY CONTROL
 RD3316  ___________________________________________________________________
 RD3316* NAD 83(1991)-  45 31 34.04676(N)    122 45 02.33532(W)     ADJUSTED  
 RD3316* NAVD 88     -       381.1    (meters)    1250.     (feet)  VERTCON   
 RD3316  ___________________________________________________________________
 RD3316  LAPLACE CORR-           2.33  (seconds)                    DEFLEC99
 RD3316  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 RD3316  HORZ ORDER  -  FIRST
 RD3316
 RD3316.The horizontal coordinates were established by classical geodetic methods
 RD3316.and adjusted by the National Geodetic Survey in October 1991.
 RD3316
 RD3316.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD3316.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD3316
 RD3316.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3316
 RD3316.The geoid height was determined by GEOID03.
 RD3316
 RD3316;                    North         East     Units Scale Factor Converg.
 RD3316;SPC OR N     -   209,076.224 2,324,212.879   MT  0.99991401   -1 35 46.1
 RD3316;SPC OR N     -   685,945.62  7,625,370.34   iFT  0.99991401   -1 35 46.1
 RD3316;SPC WA S     -    23,937.802   324,184.155   MT  1.00008376   -1 38 05.5
 RD3316;SPC WA S     -    78,535.94  1,063,594.18   sFT  1.00008376   -1 38 05.5
 RD3316;UTM  10      - 5,041,429.057   519,472.007   MT  0.99960466   +0 10 40.5
 RD3316
 RD3316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3316!SPC OR N     -   0.99994384  x   0.99991401  =   0.99985786
 RD3316!SPC WA S     -   0.99994384  x   1.00008376  =   1.00002760
 RD3316!UTM  10      -   0.99994384  x   0.99960466  =   0.99954852
 RD3316
 RD3316:                Primary Azimuth Mark                     Grid Az
 RD3316:SPC OR N     -  VANCOUVER ALCOA NEW STACK                007 29 00.8
 RD3316:SPC WA S     -  VANCOUVER ALCOA NEW STACK                007 31 20.2
 RD3316:UTM  10      -  VANCOUVER ALCOA NEW STACK                005 42 34.2
 RD3316
 RD3316|---------------------------------------------------------------------|
 RD3316| PID    Reference Object                     Distance      Geod. Az  |
 RD3316|                                                           dddmmss.s |
 RD3316| RD3354 VANCOUVER ALCOA NEW STACK           APPROX.13.6 KM 0055314.7 |
 RD3316| RD3302 MOCKS                               APPROX. 5.5 KM 0340348.4 |
 RD3316|---------------------------------------------------------------------|
 RD3316
 RD3316                          SUPERSEDED SURVEY CONTROL
 RD3316
 RD3316  NAD 83(1986)-  45 31 34.06658(N)    122 45 02.33975(W) AD(       ) 1
 RD3316  NAD 27      -  45 31 34.64266(N)    122 44 57.98648(W) AD(       ) 1
 RD3316  NGVD 29 (07/19/86)  380.0    (m)         1247.     (f) VERT ANG    3  
 RD3316
 RD3316.Superseded values are not recommended for survey control.
 RD3316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3316.See file dsdata.txt to determine how the superseded data were derived.
 RD3316
 RD3316_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1947241429(NAD 83)
 RD3316
 RD3316  HISTORY     - Date     Condition        Report By
 RD3316  HISTORY     - 1962     MONUMENTED       CGS
 RD3316
 RD3316                          STATION DESCRIPTION
 RD3316
 RD3316'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 RD3316'SEE STATION BARNES
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2514 ***********************************************************************
 RC2514  DESIGNATION -  BARNETT
 RC2514  PID         -  RC2514
 RC2514  STATE/COUNTY-  OR/GILLIAM
 RC2514  USGS QUAD   -  TURNER BUTTE (1975)
 RC2514
 RC2514                         *CURRENT SURVEY CONTROL
 RC2514  ___________________________________________________________________
 RC2514* NAD 83(1991)-  45 31 56.17037(N)    120 15 51.00906(W)     ADJUSTED  
 RC2514* NAVD 88     -       367.3    (meters)    1205.     (feet)  VERTCON   
 RC2514  ___________________________________________________________________
 RC2514  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 RC2514  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 RC2514  HORZ ORDER  -  SECOND
 RC2514
 RC2514.The horizontal coordinates were established by classical geodetic methods
 RC2514.and adjusted by the National Geodetic Survey in October 1991.
 RC2514
 RC2514.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC2514.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC2514
 RC2514.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2514
 RC2514.The geoid height was determined by GEOID03.
 RC2514
 RC2514;                    North         East     Units Scale Factor Converg.
 RC2514;SPC OR N     -   207,337.397 2,518,419.950   MT  0.99991469   +0 10 02.1
 RC2514;SPC OR N     -   680,240.80  8,262,532.64   iFT  0.99991469   +0 10 02.1
 RC2514;UTM  10      - 5,045,722.575   713,618.173   MT  1.00016108   +1 57 11.3
 RC2514
 RC2514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2514!SPC OR N     -   0.99994578  x   0.99991469  =   0.99986048
 RC2514!UTM  10      -   0.99994578  x   1.00016108  =   1.00010686
 RC2514
 RC2514|---------------------------------------------------------------------|
 RC2514| PID    Reference Object                     Distance      Geod. Az  |
 RC2514|                                                           dddmmss.s |
 RC2514| CF4416 BARNETT RM 1                         70.409 METERS 19924     |
 RC2514| CF4415 BARNETT AZ MK                                      2704442.0 |
 RC2514| CF4417 BARNETT RM 2                         72.954 METERS 27742     |
 RC2514|---------------------------------------------------------------------|
 RC2514
 RC2514                          SUPERSEDED SURVEY CONTROL
 RC2514
 RC2514  NAD 83(1986)-  45 31 56.17978(N)    120 15 51.00141(W) AD(       ) 2
 RC2514  NAD 27      -  45 31 56.71400(N)    120 15 46.85300(W) AD(       ) 2
 RC2514  NGVD 29 (07/19/86)  366.3    (m)         1202.     (f) VERT ANG    3  
 RC2514
 RC2514.Superseded values are not recommended for survey control.
 RC2514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2514.See file dsdata.txt to determine how the superseded data were derived.
 RC2514
 RC2514_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGR1361845723(NAD 83)
 RC2514_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RC2514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC2514
 RC2514  HISTORY     - Date     Condition        Report By
 RC2514  HISTORY     - 1946     MONUMENTED       CGS
 RC2514  HISTORY     - 1966     SEE DESCRIPTION  CGS
 RC2514
 RC2514                          STATION DESCRIPTION
 RC2514
 RC2514'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JCT)
 RC2514'STATION IS LOCATED ABOUT 13-1/2 MILES AIR LINE SOUTH-SOUTHWEST OF
 RC2514'ARLINGTON, ABOUT 5-1/4 MILES AIR LINE NORTHWEST OF OLEX, ABOUT
 RC2514'3 MILES AIR LINE SOUTHEAST OF THE VILLAGE OF ROCK CREEK, AND AT
 RC2514'THE RAILROAD SIDING KNOWN AS BARNETT.  IT IS ON THE HIGH FLAT
 RC2514'RIDGE BETWEEN ROCK CREEK CANYON AND SCOTT CANYON ON LAND OWNED BY
 RC2514'MR. JAMES MORRISON.  THE STATION IS ABOUT 300 FEET EAST OF TWO,
 RC2514'SMALL, TWIN, GRAIN ELEVATORS AND ABOUT 260 FEET EAST OF THE
 RC2514'RAILROAD.  THE MARK IS SET FLUSH WITH THE GROUND 4 FEET NORTH
 RC2514'OF THE FENCE LINE AND IS STAMPED--BARNETT 1946.
 RC2514'
 RC2514'REFERENCE MARK NO. 1 IS IN THE FENCE LINE ABOUT 45 FEET EAST OF
 RC2514'THE EAST RAIL OF THE RAILROAD TRACK.  THE MARK IS FLUSH WITH
 RC2514'THE GROUND.
 RC2514'
 RC2514'REFERENCE MARK NO. 2 IS IN THE FENCE LINE 42 FEET EAST OF THE
 RC2514'EAST RAIL OR THE RAILROAD TRACK AND IS FLUSH WITH THE GROUND.
 RC2514'
 RC2514'THE AZIMUTH MARK IS ON THE WEST SIDE OF A SHARP CURVE IN THE
 RC2514'MAIN ROAD.  IT IS 36 FEET WEST OF THE CENTER LINE OF THE MAIN
 RC2514'ROAD, 18 FEET NORTH OF THE CENTER LINE OF THE FIELD ROAD AND ONE
 RC2514'FOOT EAST OF A FENCE.  THE MARK PROJECTS 3 INCHES.
 RC2514'
 RC2514'ALL REFERENCE MARKS ARE STAMPED WITH THE NAME AND DATE OF THE
 RC2514'STATION AND WITH THEIR RESPECTIVE NUMBERS.
 RC2514'
 RC2514'SUBSTITUTE STATION IS THE NORTHEAST CORNER OF THE HOUSE JUST
 RC2514'WEST OF THE RAILROAD AND JUST SOUTH OF THE SHORT TURN IN THE
 RC2514'ROAD.  IT IS P.P. 104V-53A.
 RC2514'
 RC2514'TO REACH THE STATION FROM THE JUNCTION OF U.S. 30 AND STATE
 RC2514'ROUTE 19 IN THE EAST END OF ARLINGTON, GO SOUTH ON STATE ROUTE 19
 RC2514'TOWARDS CONDON FOR 6.85 MILES TO WHERE GRAVEL ROAD LEADS OFF TO
 RC2514'RIGHT AT SHUTLER (LARGE GRAIN ELEVATOR AND SOME BUILDINGS ON
 RC2514'THE RIGHT OF THE HIGHWAY).  TURN RIGHT OFF STATE ROUTE 19 AND
 RC2514'FOLLOW MAIN ROAD DOWN VALLEY AS PER SIGNS ALONG ROAD ROCK CREEK
 RC2514'FOR 9.5 MILES TO CROSSROAD AND SCHOOL AT THE VILLAGE OF ROCK
 RC2514'CREEK.  KEEP STRAIGHT AHEAD ACROSS SMALL BRIDGE AS PER SIGN
 RC2514'MIKKALO 9 FOR 1.15 MILES TO FORK AND SIGN ROCK CREEK STATION 1
 RC2514'MILE.  TAKE LEFT FORK AND GO 2.7 MILES TO A RIGHT TURN IN THE
 RC2514'ROAD AT THE RAILROAD TRACK.  THIS IS BARNETT.  KEEP STRAIGHT
 RC2514'AHEAD ACROSS RAILROAD TRACK AND GO THROUGH WIRE GATE AND
 RC2514'KEEP STRAIGHT AHEAD ALONG THE NORTH SIDE OF EAST-WEST FENCE
 RC2514'FOR 0.05 MILE TO STATION SITE.
 RC2514
 RC2514                          STATION RECOVERY (1966)
 RC2514
 RC2514'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JCL)
 RC2514'THE STATION MARK, STAMPED BARNETT 1946, REFERENCE MARK NO. 1,
 RC2514'STAMPED BARNETT NO 1 1946, REFERENCE MARK NO. 2, STAMPED BARNETT
 RC2514'NO 2 1946 AND THE AZIMUTH MARK, STAMPED BARNETT 1946 WERE
 RC2514'RECOVERED AS DESCRIBED.  A METAL WITNESS POST WAS PLACED 1 FOOT
 RC2514'SOUTH OF THE STATION MARK.  A METAL WITNESS POST WAS PLACED
 RC2514'0.5 FOOT NORTH OF THE AZIMUTH MARK.  THE TO REACH IS ADEQUATE
 RC2514'FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1877 ***********************************************************************
 RD1877  DESIGNATION -  BARNHART
 RD1877  PID         -  RD1877
 RD1877  STATE/COUNTY-  OR/TILLAMOOK
 RD1877  USGS QUAD   -  NESTUCCA BAY (1985)
 RD1877
 RD1877                         *CURRENT SURVEY CONTROL
 RD1877  ___________________________________________________________________
 RD1877* NAD 83(1991)-  45 10 53.18710(N)    123 57 09.21670(W)     ADJUSTED  
 RD1877* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 RD1877  ___________________________________________________________________
 RD1877  LAPLACE CORR-          18.89  (seconds)                    DEFLEC99
 RD1877  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 RD1877  HORZ ORDER  -  THIRD
 RD1877
 RD1877.The horizontal coordinates were established by classical geodetic methods
 RD1877.and adjusted by the National Geodetic Survey in October 1991.
 RD1877
 RD1877.The orthometric height was scaled from a topographic map.
 RD1877
 RD1877.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1877
 RD1877.The geoid height was determined by GEOID03.
 RD1877
 RD1877;                    North         East     Units Scale Factor Converg.
 RD1877;SPC OR N     -   174,120.478 2,228,748.273   MT  0.99989461   -2 26 54.6
 RD1877;SPC OR N     -   571,261.41  7,312,166.25   iFT  0.99989461   -2 26 54.6
 RD1877;UTM  10      - 5,003,547.811   425,161.030   MT  0.99966887   -0 40 32.6
 RD1877
 RD1877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1877!SPC OR N     -   1.00000295  x   0.99989461  =   0.99989756
 RD1877!UTM  10      -   1.00000295  x   0.99966887  =   0.99967182
 RD1877
 RD1877:                Primary Azimuth Mark                     Grid Az
 RD1877:SPC OR N     -  SPRUCE                                   135 39 50.6
 RD1877:UTM  10      -  SPRUCE                                   133 53 28.6
 RD1877
 RD1877|---------------------------------------------------------------------|
 RD1877| PID    Reference Object                     Distance      Geod. Az  |
 RD1877|                                                           dddmmss.s |
 RD1877| RD1885 SPRUCE                              440.764 METERS 1331256.0 |
 RD1877| RD1873 HAYSTACK ROCK                       APPROX. 4.3 KM 3214917.8 |
 RD1877|---------------------------------------------------------------------|
 RD1877
 RD1877                          SUPERSEDED SURVEY CONTROL
 RD1877
 RD1877  NAD 83(1986)-  45 10 53.21977(N)    123 57 09.22437(W) AD(       ) 3
 RD1877  NAD 27      -  45 10 53.84900(N)    123 57 04.82500(W) AD(       ) 3
 RD1877
 RD1877.Superseded values are not recommended for survey control.
 RD1877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1877.See file dsdata.txt to determine how the superseded data were derived.
 RD1877
 RD1877_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR2516103548(NAD 83)
 RD1877
 RD1877  HISTORY     - Date     Condition        Report By
 RD1877  HISTORY     - 1883     MONUMENTED       CGS
 RD1877
 RD1877                          STATION DESCRIPTION
 RD1877
 RD1877'DESCRIBED BY COAST AND GEODETIC SURVEY 1883 (CR)
 RD1877'THE STATION IS ON THE ROCKY BEACH CLOSE TO THE FOOT OF THE BLUFF
 RD1877'ON THE N SIDE OF THE POINT AT THE JUNCTION OF THE BIG AND LITTLE
 RD1877'NESTUGGA RIVERS.
 RD1877'
 RD1877'THE STATION IS MARKED 18 INCHES UNDERGROUND BY CROSSLINES ON A
 RD1877'FLAT ROCK AND AT THE SURFACE BY CROSSLINES ON A LARGE ROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0902 ***********************************************************************
 RD0902  DESIGNATION -  BARR
 RD0902  PID         -  RD0902
 RD0902  STATE/COUNTY-  OR/YAMHILL
 RD0902  USGS QUAD   -  DAYTON (1982)
 RD0902
 RD0902                         *CURRENT SURVEY CONTROL
 RD0902  ___________________________________________________________________
 RD0902* NAD 83(1986)-  45 14 16.     (N)    123 03 46.     (W)     SCALED    
 RD0902* NAVD 88     -        51.88   (+/-2cm)     170.2    (feet)  VERTCON   
 RD0902  ___________________________________________________________________
 RD0902  GEOID HEIGHT-         -22.47  (meters)                     GEOID03
 RD0902  VERT ORDER  -  ? (See Below)
 RD0902
 RD0902.The horizontal coordinates were scaled from a topographic map and have
 RD0902.an estimated accuracy of +/- 6 seconds.
 RD0902
 RD0902.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD0902.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD0902.The vertical order pertains to the NGVD 29 superseded value.
 RD0902
 RD0902.The geoid height was determined by GEOID03.
 RD0902
 RD0902;                    North         East    Units  Estimated Accuracy
 RD0902;SPC OR N     -   177,780.    2,298,830.      MT  (+/- 180 meters Scaled)
 RD0902
 RD0902                          SUPERSEDED SURVEY CONTROL
 RD0902
 RD0902  NGVD 29 (??/??/92)   50.859  (m)          166.86   (f) ADJ UNCH    ?  
 RD0902
 RD0902.Superseded values are not recommended for survey control.
 RD0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0902.See file dsdata.txt to determine how the superseded data were derived.
 RD0902
 RD0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR950093(NAD 83)
 RD0902_MARKER: DD = SURVEY DISK
 RD0902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0902_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0902_STAMPING: BARR SOT 166 1935
 RD0902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0902+STABILITY: SURFACE MOTION
 RD0902
 RD0902  HISTORY     - Date     Condition        Report By
 RD0902  HISTORY     - 1935     MONUMENTED       DOD
 RD0902
 RD0902                          STATION DESCRIPTION
 RD0902
 RD0902'DESCRIBED BY US DEPARTMENT OF DEFENSE 1935
 RD0902'1.4 MI N FROM DAYTON.
 RD0902'ABOUT 1.4 MILES NORTH OF DAYTON, .3 MILE NORTH OF DAYTON STATION, IN
 RD0902'TRIANGLE OF HIGHWAY INTERSECTION, 107 FEET SOUTH OF PACIFIC HIGHWAY
 RD0902'WEST, MILEAGE 30.9, 68 FEET NORTHEAST OF SOUTHWEST CONNECTION, 35 FEET
 RD0902'WEST OF DAYTON HIGHWAY.  DISK STAMPED BARR SOT 166 1935 IN CONCRETE
 RD0902'POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1205 ***********************************************************************
 OA1205  DESIGNATION -  BARRETS LIGHT
 OA1205  PID         -  OA1205
 OA1205  STATE/COUNTY-  OR/DOUGLAS
 OA1205  USGS QUAD   -  WINCHESTER BAY (1985)
 OA1205
 OA1205                         *CURRENT SURVEY CONTROL
 OA1205  ___________________________________________________________________
 OA1205* NAD 83(1991)-  43 44 21.71002(N)    124 09 42.32009(W)     ADJUSTED  
 OA1205* NAVD 88     -              **(meters)            **(feet)            
 OA1205  ___________________________________________________________________
 OA1205  LAPLACE CORR-          14.45  (seconds)                    DEFLEC99
 OA1205  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 OA1205  HORZ ORDER  -  THIRD
 OA1205
 OA1205.The horizontal coordinates were established by classical geodetic methods
 OA1205.and adjusted by the National Geodetic Survey in October 1991.
 OA1205
 OA1205
 OA1205.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1205
 OA1205.The geoid height was determined by GEOID03.
 OA1205
 OA1205;                    North         East     Units Scale Factor Converg.
 OA1205;SPC OR S     -   236,692.715 1,205,132.334   MT  0.99994420   -2 30 18.6
 OA1205;SPC OR S     -   776,550.90  3,953,846.24   iFT  0.99994420   -2 30 18.6
 OA1205;UTM  10      - 4,843,580.996   406,450.215   MT  0.99970764   -0 48 11.8
 OA1205
 OA1205                          SUPERSEDED SURVEY CONTROL
 OA1205
 OA1205  NAD 83(1986)-  43 44 21.71374(N)    124 09 42.36862(W) AD(       ) 4
 OA1205  NAD 27      -  43 44 22.27400(N)    124 09 37.97800(W) AD(       ) 3
 OA1205
 OA1205.Superseded values are not recommended for survey control.
 OA1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1205.See file dsdata.txt to determine how the superseded data were derived.
 OA1205
 OA1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP0645043581(NAD 83)
 OA1205
 OA1205  HISTORY     - Date     Condition        Report By
 OA1205  HISTORY     - 1920     MONUMENTED       CGS
 OA1205  HISTORY     - 1948     SEE DESCRIPTION  CGS
 OA1205
 OA1205                          STATION DESCRIPTION
 OA1205
 OA1205'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RAE)
 OA1205'THIS LIGHT IS NOT MENTIONED IN THE LIGHT LIST, PACIFIC COAST,
 OA1205'1948.  THERE IS NO PILE STRUCTURE AT THE POINT INDICATED ON THE
 OA1205'TRIANGULATION DIAGRAM.  THE STATION HAS BEEN DESTROYED AND
 OA1205'REFERENCE TO IT SHOULD BE DELETED FROM ALL RECORDS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2243 ***********************************************************************
 QE2243  DESIGNATION -  BARROW RESET
 QE2243  PID         -  QE2243
 QE2243  STATE/COUNTY-  OR/LANE
 QE2243  USGS QUAD   -  CHESHIRE (1984)
 QE2243
 QE2243                         *CURRENT SURVEY CONTROL
 QE2243  ___________________________________________________________________
 QE2243* NAD 83(1991)-  44 13 32.36478(N)    123 16 40.30873(W)     ADJUSTED  
 QE2243* NAVD 88     -       193.7    (meters)     635.     (feet)  VERTCON   
 QE2243  ___________________________________________________________________
 QE2243  LAPLACE CORR-          -4.34  (seconds)                    DEFLEC99
 QE2243  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 QE2243  HORZ ORDER  -  SECOND
 QE2243
 QE2243.The horizontal coordinates were established by classical geodetic methods
 QE2243.and adjusted by the National Geodetic Survey in October 1991.
 QE2243
 QE2243.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE2243.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE2243
 QE2243.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2243
 QE2243.The geoid height was determined by GEOID03.
 QE2243
 QE2243;                    North         East     Units Scale Factor Converg.
 QE2243;SPC OR S     -   287,959.181 1,278,070.548   MT  1.00006520   -1 54 01.7
 QE2243;SPC OR S     -   944,747.97  4,193,144.84   iFT  1.00006520   -1 54 01.7
 QE2243;SPC OR N     -    65,933.281 2,278,081.649   MT  1.00002885   -1 58 12.1
 QE2243;SPC OR N     -   216,316.54  7,474,021.16   iFT  1.00002885   -1 58 12.1
 QE2243;UTM  10      - 4,896,974.085   477,807.143   MT  0.99960606   -0 11 37.7
 QE2243
 QE2243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2243!SPC OR S     -   0.99997323  x   1.00006520  =   1.00003842
 QE2243!SPC OR N     -   0.99997323  x   1.00002885  =   1.00000208
 QE2243!UTM  10      -   0.99997323  x   0.99960606  =   0.99957930
 QE2243
 QE2243:                Primary Azimuth Mark                     Grid Az
 QE2243:SPC OR S     -  BARROW AZ MK                             054 17 07.3
 QE2243:SPC OR N     -  BARROW AZ MK                             054 21 17.7
 QE2243:UTM  10      -  BARROW AZ MK                             052 34 43.3
 QE2243
 QE2243|---------------------------------------------------------------------|
 QE2243| PID    Reference Object                     Distance      Geod. Az  |
 QE2243|                                                           dddmmss.s |
 QE2243| CD9577 BARROW AZ MK                                       0522305.6 |
 QE2243| CD9578 BARROW RM 1                          17.866 METERS 08018     |
 QE2243| QE2229 JUNCTION CITY MUNICIPAL TANK        APPROX. 6.1 KM 0952700.3 |
 QE2243| CD9579 BARROW RM 2                          19.374 METERS 16634     |
 QE2243| QE2274 ROSE                                APPROX. 3.6 KM 3560535.6 |
 QE2243|---------------------------------------------------------------------|
 QE2243
 QE2243                          SUPERSEDED SURVEY CONTROL
 QE2243
 QE2243  NAD 83(1986)-  44 13 32.38110(N)    123 16 40.33686(W) AD(       ) 2
 QE2243  NAD 27      -  44 13 32.93809(N)    123 16 35.99275(W) AD(       ) 2
 QE2243  NGVD 29 (07/19/86)  192.6    (m)          632.     (f) VERT ANG    3  
 QE2243
 QE2243.Superseded values are not recommended for survey control.
 QE2243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2243.See file dsdata.txt to determine how the superseded data were derived.
 QE2243
 QE2243_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP7780796974(NAD 83)
 QE2243_MARKER: DS = TRIANGULATION STATION DISK
 QE2243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE2243_STAMPING: BARROW USGS 1940
 QE2243_MARK LOGO: CGS   
 QE2243_MAGNETIC: N = NO MAGNETIC MATERIAL
 QE2243_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE2243
 QE2243  HISTORY     - Date     Condition        Report By
 QE2243  HISTORY     - 1940     MONUMENTED       USGS
 QE2243  HISTORY     - 1945     SEE DESCRIPTION  CGS
 QE2243  HISTORY     - 1953     SEE DESCRIPTION  CGS
 QE2243  HISTORY     - 1964     SEE DESCRIPTION  CGS
 QE2243  HISTORY     - 1967     SEE DESCRIPTION  CGS
 QE2243  HISTORY     - 1970     GOOD             OR-039
 QE2243  HISTORY     - 1977     SEE DESCRIPTION  NGS
 QE2243  HISTORY     - 19860416 SEE DESCRIPTION  NGS
 QE2243
 QE2243                          STATION DESCRIPTION
 QE2243
 QE2243'DESCRIBED BY US GEOLOGICAL SURVEY 1940 (ANS)
 QE2243'STATION IS ABOUT 3-1/2 MILES WEST OF JUNCTION CITY AND ABOUT
 QE2243'2-1/2 MILES NORTH OF CHESHIRE, ON THE SUMMIT OF COX BUTTE, A LONE,
 QE2243'PROMINENT GRASS-COVERED HILL.  STATION MARK IS A STANDARD STATION
 QE2243'DISK, SET OVER A U.S. GEOLOGICAL SURVEY TRIANGULATION DISK.  THE
 QE2243'U.S. GEOLOGICAL SURVEY MARK IS A BRONZE DISK SET IN BEDROCK, IN
 QE2243'A DEPRESSION THAT AT ONE TIME WAS USED AS A FIRE HOLE FOR PICNIC
 QE2243'PARTIES WHO VISITED THE BUTTE.  THE DEPRESSION HAS BEEN FILLED
 QE2243'IN AND THE U.S. GEOLOGICAL SURVEY DISK IS NOW USED AS AN
 QE2243'UNDERGROUND MARK.  SURFACE MARK PROJECTS 4 INCHES AND IS STAMPED
 QE2243'BARROW U.S.G.S. 1940.  THERE IS A WHITE REFERENCE POST 7
 QE2243'FEET NORTHEAST OF STATION.  NOTE 1A.
 QE2243'
 QE2243'REFERENCE MARK NO.1 IS ABOUT 1 METER LOWER THAN THE STATION, ON
 QE2243'THE EAST SIDE OF THE BUTTE, PROJECTS 4 INCHES, AND IS STAMPED
 QE2243'BARROW U.S.G.S. NO 1 1940.  NOTE 11A.
 QE2243'
 QE2243'REFERENCE MARK NO.2 IS ABOUT 1-1/2 METERS LOWER THAN THE STATION,
 QE2243'ON THE SOUTH SIDE OF THE BUTTE, PROJECTS 4 INCHES, AND IS STAMPED
 QE2243'BARROW U.S.G.S. NO 2 1940.  NOTE 11A.
 QE2243'
 QE2243'TO REACH STATION FROM JUNCTION CITY, GO WEST ON SIXTH STREET FROM
 QE2243'U.S. HIGHWAY 99 FOR 0.8 MILE, TURN RIGHT AND GO NORTH AND WEST
 QE2243'ON OLD OILED HIGHWAY 1.2 MILES, TURN LEFT (WEST) AND GO ON GRAVEL
 QE2243'ROAD 2.0 MILES TO AZIMUTH MARK ON NORTH SIDE OF ROAD, CONTINUE
 QE2243'WEST 0.7 MILE TO TOP OF RIDGE, TURN LEFT (SOUTH) ON LANE AND GO
 QE2243'ABOUT 50 YARDS TO A GATE, PASS THROUGH GATE AND CONTINUE SOUTH
 QE2243'0.35 MILE TO THE HIGHEST PART OF COX BUTTE AND THE STATION.
 QE2243'
 QE2243'THE AZIMUTH MARK IS ABOUT 0.9 MILE NORTHEAST OF THE STATION, 18
 QE2243'FEET NORTH OF THE CENTERLINE OF AN EAST-WEST ROAD LEADING TO THE
 QE2243'STATION, 75 FEET WEST OF THE GATE LEADING TO A YELLOW
 QE2243'FARMHOUSE.  THE MARK PROJECTS 6 INCHES AND IS STAMPED BARROW
 QE2243'U.S.G.S. 1940.  THERE IS A WHITE REFERENCE POST 3 FEET EAST OF
 QE2243'THE MARK.  NOTE 11A.
 QE2243
 QE2243                          STATION RECOVERY (1945)
 QE2243
 QE2243'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (ANS)
 QE2243'ALL MARKS WERE RECOVERED IN EXCELLENT CONDITION.  THE DISTANCES
 QE2243'AND DIRECTIONS TO THE REFERENCE MARKS DID NOT AGREE CLOSELY WITH
 QE2243'THE ORIGINAL MEASUREMENTS.  IN GENERAL, THE ORIGINAL DESCRIPTION
 QE2243'IS ADEQUATE.  HOWEVER, SOME CHANGES IN BUILDINGS, ROADS, AND FENCE
 QE2243'LINES HAVE OCCURRED.  THE REFERENCE POST AT THE AZIMUTH MARK IS
 QE2243'MISSING.
 QE2243'
 QE2243'AN INTERVIEW WITH MR. E.G. BATES OF JUNCTION CITY, THE OWNER OF
 QE2243'THE PROPERTY ON WHICH THE STATION IS LOCATED, DISCLOSED THAT HE
 QE2243'HAS PLANS FOR ERECTING A RESIDENCE ON THE SUMMIT OF COX
 QE2243'BUTTE.  CONSIDERABLE CONSTRUCTION IS CONTEMPLATED AND, IN ALL
 QE2243'PROBABILITY, THE STATION AND BOTH REFERENCE MARKS WILL BE
 QE2243'DESTROYED.  MR. BATES WAS REQUESTED TO NOTIFY THE DIRECTOR IN
 QE2243'ADVANCE OF THE TIME HE INTENDS TO BEGIN CONSTRUCTION.  A
 QE2243'COMPLETE DESCRIPTION OF THE STATION FOLLOWS--
 QE2243'
 QE2243'THE STATION IS ABOUT 3-1/2 MILES W OF JUNCTION CITY, ABOUT 2-1/2
 QE2243'MILES N OF CHESHIRE, ON THE SUMMIT OF COX BUTTE, A LONE, PROMINENT,
 QE2243'GRASS-COVERED HILL.  IT IS ABOUT 1 MILE NE OF THE JUNCTION CITY
 QE2243'ODD FELLOWS CEMETERY.  IT IS 98.6 FEET E OF A N-S WIRE FENCE AND
 QE2243'6.2 FEET W OF A WHITE REFERENCE POST.
 QE2243'
 QE2243'STATION MARK IS A BRONZE STATION DISK SET IN THE TOP OF A 10-INCH
 QE2243'SQUARE CONCRETE POST PROJECTING 4 INCHES.  THE DISK IS STAMPED
 QE2243'BARROW USGS 1940.
 QE2243'
 QE2243'REFERENCE MARK 1 IS ON THE E SIDE OF THE BUTTE, ABOUT 3 FEET
 QE2243'LOWER IN ELEVATION THAN THE STATION.  IT IS A BRONZE REFERENCE
 QE2243'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST AND IS
 QE2243'STAMPED BARROW USGS NO 1 1940.
 QE2243'
 QE2243'REFERENCE MARK 2 IS ON THE S SIDE OF THE BUTTE AND IS ABOUT 5
 QE2243'FEET LOWER IN ELEVATION THAN THE STATION.  IT IS A BRONZE REFERENCE
 QE2243'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST AND IS
 QE2243'STAMPED BARROW USGS NO 2 1940.
 QE2243'
 QE2243'AZIMUTH MARK IS ABOUT 0.9 MILE NE OF THE STATION, ON THE N SIDE
 QE2243'OF AN E-W GRAVEL ROAD, AND ON THE PROPERTY OF R.A. COX.  IT IS
 QE2243'ABOUT 200 FEET W OF WHERE THE ROAD TURNS W, 20 FEET N OF THE CENTER
 QE2243'OF THE ROAD, 35.5 FEET W OF THE CENTER OF A DRIVEWAY, AND 42.03
 QE2243'FEET S OF THE SE CORNER OF A SMALL RESIDENCE.  THE DRIVEWAY LEADS
 QE2243'BETWEEN THIS RESIDENCE AND A LARGER ONE TO THE E.  IT IS A
 QE2243'BRONZE AZIMUTH DISK SET IN THE TOP OF A CONCRETE POST AND IS
 QE2243'STAMPED BARROW USGS 1940.
 QE2243'
 QE2243'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 99
 QE2243'AND SIXTH STREET IN JUNCTION CITY, PROCEED W ON SIXTH STREET FOR
 QE2243'0.8 MILE.  THENCE TURN RIGHT (N) ON OLD HIGHWAY FOR 1.2
 QE2243'MILES.  THENCE TURN LEFT (W) ON GRAVEL ROAD FOR 2.0 MILES TO
 QE2243'BRIDGE OVER LONG TOM RIVER.  CROSS THIS BRIDGE AND A SECOND
 QE2243'BRIDGE OVER THE W FORK, FOLLOWING THE GRAVEL ROAD S AND W FOR
 QE2243'0.45 MILE TO THE FARMHOUSES AND AZIMUTH MARK ON THE N SIDE OF
 QE2243'THE ROAD.  FROM THE AZIMUTH MARK CONTINUE W ON THE GRAVEL ROAD FOR
 QE2243'0.45 MILE TO THE TOP OF THE RIDGE, WHERE THERE IS A BARN ON THE N
 QE2243'SIDE OF ROAD AND GATE ON THE S SIDE.  ENTER GATE AND FOLLOW LANE
 QE2243'TO THE TOP OF BUTTE AND THE STATION.
 QE2243
 QE2243                          STATION RECOVERY (1953)
 QE2243
 QE2243'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JBC)
 QE2243'STATION FOUND AS DESCRIBED AND LOCATED ABOUT 2-1/2 FEET SOUTH OF
 QE2243'EAST AND WEST WALL, AND ABOUT 5 FEET WEST OF NORTH AND SOUTH WALL
 QE2243'OF HOUSE.
 QE2243'
 QE2243'REFERENCE MARKS IN GOOD CONDITION.
 QE2243
 QE2243                          STATION RECOVERY (1964)
 QE2243
 QE2243'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (PAS)
 QE2243'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 QE2243'CONDITION.  THE LAND IS NOW OWNED BY MR. E. M. CRUTHERS.  A METAL
 QE2243'WITNESS POST WAS PLACED 3 FEET SOUTH OF THE STATION MARK.
 QE2243'LANDMARKS IN THE VICINITY OF THE AZIMUTH MARK HAVE CHANGED.
 QE2243'CURRENT REFERENCES FOR THE AZIMUTH MARK FOLLOWS.
 QE2243'
 QE2243'THE AZIMUTH MARK, STAMPED BARROW USGS 1940, IS A STANDARD DISK
 QE2243'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 QE2243'5 INCHES.  IT IS 88 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 QE2243'HOUSE NUMBER 2498, 75 FEET WEST OF MR. H HUFFMANS MAIL BOX, 57
 QE2243'FEET EAST OF THE SOUTHWEST CORNER OF THE YARD FENCE, 39 FEET WEST
 QE2243'OF THE CENTER OF THE DRIVEWAY, 21 FEET NORTH OF THE CENTER OF
 QE2243'THE EAST-WEST GRAVELED ROAD AND 0.5 FOOT SOUTHEAST OF A METAL
 QE2243'WITNESS POST.
 QE2243
 QE2243                          STATION RECOVERY (1967)
 QE2243
 QE2243'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JCL)
 QE2243'THE STATION MARK, STAMPED BARROW USGS 1940, REFERENCE MARK NO. 1,
 QE2243'STAMPED BARROW USGS NO 1 1940, REFERENCE MARK NO. 2, STAMPED BARROW
 QE2243'USGS NO 2 1940 AND THE AZIMUTH MARK, STAMPED BARROW USGS 1940 WERE
 QE2243'RECOVERED AS DESCRIBED IN PREVIOUS DESCRIPTIONS.  THE STATION IS
 QE2243'ON LAND OWNED BY MR. E. M. CRUTHERS.
 QE2243
 QE2243                          STATION RECOVERY (1970)
 QE2243
 QE2243'RECOVERY NOTE BY LANE COUNTY OREGON 1970 (FLI)
 QE2243'ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.  A COMPLETE
 QE2243'DESCRIPTION FOLLOWS--
 QE2243'
 QE2243'THE STATION IS LOCATED ABOUT 3-1/2 MILES WEST OF JUNCTION CITY, 2-1/2
 QE2243'MILES NORTH OF CHESHIRE, ON A PROMINENT, GRASS-COVERED HILL LOCALLY
 QE2243'KNOWN AS COX BUTTE AND ON PROPERTY OWNED BY MR. JOHN V. CAROTHERS.
 QE2243'
 QE2243'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 99 AND HIGH
 QE2243'PASS ROAD (WEST 1ST STREET) IN JUNCTION CITY, GO WEST ON HIGH PASS
 QE2243'ROAD FOR 4.2 MILES TO A CROSSROAD.  TURN RIGHT AND GO NORTH ON
 QE2243'TERRITORIAL ROAD FOR 1.0 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT
 QE2243'AND GO EAST ON COX BUTTE ROAD FOR 0.6 MILE TO A SIDE ROAD RIGHT AT
 QE2243'THE TOP OF A RISE.  (TO REACH THE AZIMUTH MARK FROM THIS POINT,
 QE2243'CONTINUE EAST ON COX BUTTE ROAD FOR 0.3 MILE TO A HOUSE AND THE
 QE2243'MARK ON THE LEFT, NORTH, SIDE OF THE ROAD.) TURN RIGHT, PASS
 QE2243'THROUGH A GATE AND GO SOUTH ON A TRACK ROAD FOR 0.4 MILE TO THE TOP
 QE2243'OF THE HILL AND THE STATION.
 QE2243'
 QE2243'THE STATION MARK, STAMPED BARROW USGS 1940, IS A STANDARD DISK SET IN
 QE2243'THE TOP OF A 12-INCH SQUARE, CONCRETE POST THAT PROJECTS 3 INCHES.
 QE2243'IT IS 122 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL,
 QE2243'CONCRETE BUILDING AND 2.3 FEET NORTH OF A WITNESS POST.
 QE2243'
 QE2243'REFERENCE MARK NO. 1, STAMPED BARROW USGS NO 1 1940, IS A STANDARD
 QE2243'DISK SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE POST THAT PROJECTS
 QE2243'2 INCHES.  IT IS 102 FEET SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER
 QE2243'OF THE SMALL, CONCRETE BUILDING AND 59.0 FEET EAST-NORTHEAST OF THE
 QE2243'WITNESS POST.
 QE2243'
 QE2243'REFERENCE MARK NO. 2, STAMPED BARROW USGS NO 2 1940, IS A STANDARD
 QE2243'DISK SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE POST THAT PROJECTS
 QE2243'5 INCHES.  IT IS 175 FEET SOUTH OF THE SOUTHWEST CORNER OF THE SMALL,
 QE2243'CONCRETE BUILDING AND 60.9 FEET SOUTH-SOUTHEAST OF THE WITNESS
 QE2243'POST.
 QE2243'
 QE2243'THE AZIMUTH MARK, STAMPED BARROW USGS 1940, IS A STANDARD DISK SET
 QE2243'IN THE TOP OF A 10-INCH SQUARE, CONCRETE POST THAT PROJECTS 4
 QE2243'INCHES.  IT IS 36 FEET WEST OF THE CENTER OF A DRIVEWAY, 20 FEET
 QE2243'NORTH OF THE CENTER OF THE ROAD AND 0.9 FOOT EAST OF A WITNESS
 QE2243'POST.
 QE2243'
 QE2243'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES WEST
 QE2243'OF JUNCTION CITY.
 QE2243
 QE2243                          STATION RECOVERY (1977)
 QE2243
 QE2243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JVD)
 QE2243'THE STATION, RM 1, RM 2, AND THE AZIMUTH MARK WERE RECOVERED IN
 QE2243'GOOD CONDITION.
 QE2243'
 QE2243'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QE2243'3.7 MILES WEST OF JUNCTION CITY.
 QE2243
 QE2243                          STATION RECOVERY (1986)
 QE2243
 QE2243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (LLR)
 QE2243'THE MARK WAS NOT SEARCHED FOR AT THIS DATE.  IT WAS ENTERED INTO MTEN
 QE2243'IN ORDER TO COMPUTE A POSITION FOR G 579.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2835 ***********************************************************************
 RD2835  DESIGNATION -  BART
 RD2835  PID         -  RD2835
 RD2835  STATE/COUNTY-  OR/MULTNOMAH
 RD2835  USGS QUAD   -  MOUNT TABOR (1990)
 RD2835
 RD2835                         *CURRENT SURVEY CONTROL
 RD2835  ___________________________________________________________________
 RD2835* NAD 83(1991)-  45 34 50.64577(N)    122 30 04.76505(W)     ADJUSTED  
 RD2835* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 RD2835  ___________________________________________________________________
 RD2835  LAPLACE CORR-           2.97  (seconds)                    DEFLEC99
 RD2835  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 RD2835  HORZ ORDER  -  THIRD
 RD2835
 RD2835.The horizontal coordinates were established by classical geodetic methods
 RD2835.and adjusted by the National Geodetic Survey in October 1991.
 RD2835
 RD2835.The orthometric height was scaled from a topographic map.
 RD2835
 RD2835.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2835
 RD2835.The geoid height was determined by GEOID03.
 RD2835
 RD2835;                    North         East     Units Scale Factor Converg.
 RD2835;SPC OR N     -   214,631.002 2,343,832.531   MT  0.99992041   -1 25 09.5
 RD2835;SPC OR N     -   704,169.95  7,689,739.27   iFT  0.99992041   -1 25 09.5
 RD2835;SPC WA S     -    29,480.926   343,810.452   MT  1.00006681   -1 27 13.5
 RD2835;SPC WA S     -    96,722.00  1,127,984.79   sFT  1.00006681   -1 27 13.5
 RD2835;UTM  10      - 5,047,586.908   538,904.261   MT  0.99961861   +0 21 22.2
 RD2835
 RD2835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2835!SPC OR N     -   1.00000214  x   0.99992041  =   0.99992255
 RD2835!SPC WA S     -   1.00000214  x   1.00006681  =   1.00006895
 RD2835!UTM  10      -   1.00000214  x   0.99961861  =   0.99962075
 RD2835
 RD2835:                Primary Azimuth Mark                     Grid Az
 RD2835:SPC OR N     -  MAN                                      279 40 36.0
 RD2835:SPC WA S     -  MAN                                      279 42 40.0
 RD2835:UTM  10      -  MAN                                      277 54 04.3
 RD2835
 RD2835|---------------------------------------------------------------------|
 RD2835| PID    Reference Object                     Distance      Geod. Az  |
 RD2835|                                                           dddmmss.s |
 RD2835| RD2830 MAN                                 418.929 METERS 2781526.5 |
 RD2835|---------------------------------------------------------------------|
 RD2835
 RD2835                          SUPERSEDED SURVEY CONTROL
 RD2835
 RD2835  NAD 83(1986)-  45 34 50.66197(N)    122 30 04.76876(W) AD(       ) 3
 RD2835  NAD 27      -  45 34 51.23400(N)    122 30 00.42700(W) AD(       ) 3
 RD2835
 RD2835.Superseded values are not recommended for survey control.
 RD2835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2835.See file dsdata.txt to determine how the superseded data were derived.
 RD2835
 RD2835_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER3890447587(NAD 83)
 RD2835
 RD2835  HISTORY     - Date     Condition        Report By
 RD2835  HISTORY     - 1935     MONUMENTED       USE
 RD2835  HISTORY     - 1954     SEE DESCRIPTION  USGS
 RD2835  HISTORY     - 19941025 MARK NOT FOUND   USPSQD
 RD2835
 RD2835                          STATION DESCRIPTION
 RD2835
 RD2835'DESCRIBED BY US ENGINEERS 1935
 RD2835'ON S BANK OF COLUMBIA RIVER, ON GOVERNMENT ISLAND, AT POINT ABOUT
 RD2835'0.25 MILE UPSTREAM FROM FISHER LANDING WHICH IS ON WASHINGTON BANK,
 RD2835'30 FEET S OF N BANK OF ISLAND.
 RD2835'
 RD2835'STATION IS MARKED BY SECTION OF 1 1/4-INCH IRON PIPE IN CONCRETE
 RD2835'POST WITH USED BART 1935 MARKED IN CONCRETE.
 RD2835
 RD2835                          STATION RECOVERY (1954)
 RD2835
 RD2835'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 RD2835'AREA HERE IS COVERED WITH DENSE BRUSH AND HAS RECEIVED HEAVY SILT
 RD2835'DEPOSITS FROM RECENT HIGH WATER.  DESCRIPTION IS INADEQUATE TO
 RD2835'ENABLE RECOVERY AT THIS TIME.
 RD2835
 RD2835                          STATION RECOVERY (1994)
 RD2835
 RD2835'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD2835'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2608 ***********************************************************************
 RC2608  DESIGNATION -  BARTLEMAY
 RC2608  PID         -  RC2608
 RC2608  STATE/COUNTY-  OR/GILLIAM
 RC2608  USGS QUAD   -  QUINTON (1971)
 RC2608
 RC2608                         *CURRENT SURVEY CONTROL
 RC2608  ___________________________________________________________________
 RC2608* NAD 83(1991)-  45 42 36.22136(N)    120 32 38.50136(W)     ADJUSTED  
 RC2608* NAVD 88     -       386.3    (meters)    1267.     (feet)  VERTCON   
 RC2608  ___________________________________________________________________
 RC2608  LAPLACE CORR-          -3.37  (seconds)                    DEFLEC99
 RC2608  GEOID HEIGHT-         -21.43  (meters)                     GEOID03
 RC2608  HORZ ORDER  -  FIRST
 RC2608
 RC2608.The horizontal coordinates were established by classical geodetic methods
 RC2608.and adjusted by the National Geodetic Survey in October 1991.
 RC2608
 RC2608.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC2608.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC2608
 RC2608.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2608
 RC2608.The geoid height was determined by GEOID03.
 RC2608
 RC2608;                    North         East     Units Scale Factor Converg.
 RC2608;SPC OR N     -   227,070.480 2,496,571.872   MT  0.99993921   -0 01 52.4
 RC2608;SPC OR N     -   744,981.89  8,190,852.60   iFT  0.99993921   -0 01 52.4
 RC2608;SPC WA S     -    41,874.907   496,571.560   MT  1.00003022   -0 01 55.1
 RC2608;SPC WA S     -   137,384.59  1,629,168.53   sFT  1.00003022   -0 01 55.1
 RC2608;UTM  10      - 5,064,767.772   691,161.055   MT  1.00004928   +1 45 30.8
 RC2608
 RC2608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2608!SPC OR N     -   0.99994280  x   0.99993921  =   0.99988202
 RC2608!SPC WA S     -   0.99994280  x   1.00003022  =   0.99997302
 RC2608!UTM  10      -   0.99994280  x   1.00004928  =   0.99999208
 RC2608
 RC2608|---------------------------------------------------------------------|
 RC2608| PID    Reference Object                     Distance      Geod. Az  |
 RC2608|                                                           dddmmss.s |
 RC2608| CF4422 BARTLEMAY RM 3                        6.474 METERS 10252     |
 RC2608| CF4420 BARTLEMAY RM 1                       10.583 METERS 22724     |
 RC2608| RC2609 PHILLIPI                            APPROX. 3.6 KM 3105052.4 |
 RC2608| CF4421 BARTLEMAY RM 2                       10.211 METERS 31457     |
 RC2608| CF4423 BARTLEMAY RM 4                        8.963 METERS 34658     |
 RC2608|---------------------------------------------------------------------|
 RC2608
 RC2608                          SUPERSEDED SURVEY CONTROL
 RC2608
 RC2608  NAD 83(1986)-  45 42 36.23216(N)    120 32 38.49481(W) AD(       ) 1
 RC2608  NAD 27      -  45 42 36.77600(N)    120 32 34.30400(W) AD(       ) 1
 RC2608  NGVD 29 (07/19/86)  385.3    (m)         1264.     (f) VERT ANG    3  
 RC2608
 RC2608.Superseded values are not recommended for survey control.
 RC2608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2608.See file dsdata.txt to determine how the superseded data were derived.
 RC2608
 RC2608_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR9116164768(NAD 83)
 RC2608_MARKER: Z = SEE DESCRIPTION
 RC2608_SETTING: 0 = UNSPECIFIED SETTING
 RC2608
 RC2608  HISTORY     - Date     Condition        Report By
 RC2608  HISTORY     - 1942     MONUMENTED       USE
 RC2608  HISTORY     - 1946     SEE DESCRIPTION  CGS
 RC2608  HISTORY     - 1958     SEE DESCRIPTION  CGS
 RC2608  HISTORY     - 1959     SEE DESCRIPTION  CGS
 RC2608  HISTORY     - 1974     SEE DESCRIPTION  NGS
 RC2608
 RC2608                          STATION DESCRIPTION
 RC2608
 RC2608'DESCRIBED BY US ENGINEERS 1942 (ANS)
 RC2608'STATION IS LOCATED ON THE N EDGE OF RIDGE THAT OVERLOOKS THE
 RC2608'COLUMBIA RIVER.  IT IS ABOUT 0.25 MILE S OF THE COLUMBIA RIVER,
 RC2608'1.0 MILE N OF THE JOHN DAY RIVER, 11.0 MILES NE OF WASCO, AND
 RC2608'ABOUT 8.0 MILES E OF RUFUS.
 RC2608'
 RC2608'STATION, STAMPED BARTLEMAY 1942, IS A STANDARD U.S.E. BRONZE DISK
 RC2608'SET IN THE TOP OF A 6-INCH CONCRETE MONUMENT THAT PROJECTS ABOUT
 RC2608'3 INCHES ABOVE THE GROUND.  IT IS ABOUT 100 YARDS NE OF THE HIGHEST
 RC2608'PART OF HILL AND 4.0 FEET SE OF A WHITE REFERENCE POST.
 RC2608'
 RC2608'THERE ARE NO UNDERGROUND OR WITNESS MARKS.
 RC2608'
 RC2608'REFERENCE MARK NO. 1, STAMPED BARTLEMAY R.M.NO.1 1942, IS A
 RC2608'STANDARD BRONZE U.S.E. DISK SET IN THE TOP OF A 6-INCH SQUARE
 RC2608'CONCRETE MONUMENT THAT PROJECTS ABOUT 4 INCHES ABOVE THE
 RC2608'GROUND.  IT IS ABOUT 2.0 FEET LOWER THAN THE STATION.
 RC2608'
 RC2608'REFERENCE MARK NO. 2 IS STAMPED BARTLEMAY R.M.NO.2 1942.  IT IS
 RC2608'A STANDARD U.S.E. BRONZE DISK SET IN THE TOP OF A 6-INCH SQUARE
 RC2608'CONCRETE MONUMENT THAT PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AT
 RC2608'ABOUT THE SAME ELEVATION AS THE STATION.
 RC2608'
 RC2608'STATION PHILIPPI (U.S.E.) WAS USED AS AZIMUTH MARK.
 RC2608'
 RC2608'STATION IS REACHED AS FOLLOWS--FROM THE UNION PACIFIC RAILWAY
 RC2608'STATION IN QUINTON, LEAVE U.S. HIGHWAY 30 AND GO S UP CANYON 1.2
 RC2608'MILES TO FORKS.  TAKE RIGHT FORK AND GO SW 1.2 MILES TO FORKS.
 RC2608'TAKE RIGHT FORK (W) AND GO 4.8 MILES TO RANCH HOUSE ON THE S SIDE
 RC2608'OF ROAD.  CONTINUE W 1.0 MILE TO THE TOP OF RIDGE.  GO CROSS
 RC2608'COUNTRY 0.25 MILE TO STATION AT N EDGE OF BLUFF OVERLOOKING THE
 RC2608'COLUMBIA RIVER.
 RC2608
 RC2608                          STATION RECOVERY (1946)
 RC2608
 RC2608'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (JCT)
 RC2608'THE STATION, REFERENCE MARK NO. 1 AND NO. 2 WERE RECOVERED AND
 RC2608'FOUND IN GOOD CONDITION.  FOLLOWING IS A COMPLETE DESCRIPTION--
 RC2608'
 RC2608'THE STATION IS LOCATED ABOUT 3 MILES NORTHWEST OF QUINTON, 0.25
 RC2608'MILE SOUTH OF THE COLUMBIA RIVER, ABOUT 1.0 MILE NORTH OF THE
 RC2608'JOHN DAY RIVER, ON THE NORTH EDGE OF THE RIDGE OVERLOOKING THE
 RC2608'COLUMBIA RIVER.  IT IS A BRONZE U.S. ENGINEERS DISK SET IN THE TOP
 RC2608'OF A 6 INCH CONCRETE POST THAT PROJECTS ABOUT 3 INCHES.  IT IS
 RC2608'STAMPED BARTLEMAY 1942.  IT IS ABOUT 100 YARDS NORTHEAST OF THE
 RC2608'HIGHEST PART OF THE HILL AND 4 FEET SOUTHEAST OF A 4X4 INCH
 RC2608'WHITE WOODEN WITNESS POST.  THERE IS NO UNDERGROUND MARK.
 RC2608'
 RC2608'REFERENCE MARK NO. 1 IS SOUTHWEST OF THE STATION, ABOUT 2 FEET
 RC2608'LOWER THAN THE STATION.  IT IS A U.S.E. DISK SET IN THE TOP OF A
 RC2608'6-INCH SQUARE CONCRETE POST THAT PROJECTS ABOUT 4 INCHES.  IT IS
 RC2608'STAMPED BARTLEMAY RM NO 1 1942.
 RC2608'
 RC2608'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION AT ABOUT THE
 RC2608'SAME ELEVATION AS THE STATION.  IT IS STAMPED BARTLEMAY RM NO 2
 RC2608'1942.  IT IS A U.S.E. DISK SET IN THE TOP OF A 6-INCH SQUARE
 RC2608'CONCRETE POST THAT PROJECTS ABOUT 4 INCHES.
 RC2608'
 RC2608'TRIANGULATION STATION FIELD 1941 WILL SERVE AS THE AZIMUTH MARK.
 RC2608'
 RC2608'TO REACH THE STATION FROM THE RAILROAD STATION IN QUINTON GO
 RC2608'SOUTHEAST ON A DIRT ROAD LEADING UP A CANYON AS PER SIGN
 RC2608'PHILLIPPI RANCH FOR 1.2 MILES TO THE HEAD OF THE CANYON AND
 RC2608'FORKS.  TAKE THE RIGHT FORK AND FOLLOW WEST AND NORTHWEST FOR 1.8
 RC2608'MILES TO TOP OF BLUFFS AND TRIANGULATION STATION FIELD 1941 ON
 RC2608'THE NORTH SIDE OF THE ROAD.  CONTINUE AHEAD FOR 1.0 MILE TO A
 RC2608'SIDE ROAD LEFT.  KEEP RIGHT ON MAIN ROAD FOR 0.8 MILE TO A
 RC2608'CATTLE GUARD.  THEN CONTINUE FOR 0.4 MILE TO A NORTH-SOUTH FENCE
 RC2608'LINE ON THE RIGHT.  THIS IS ABOUT 0.1 MILE BEFORE REACHING A
 RC2608'HOUSE ON THE RIGHT.  HERE TURN RIGHT AND FOLLOW ALONG THE EAST
 RC2608'SIDE OF THE FENCE NORTHERLY FOR 0.6 MILE TO A GATE.  PASS
 RC2608'THROUGH GATE AND CONTINUE AHEAD ALONG RIM OF THE BLUFF FOR
 RC2608'0.3 MILE TO THE STATION.
 RC2608
 RC2608                          STATION RECOVERY (1958)
 RC2608
 RC2608'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LGT)
 RC2608'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  A 15 FOOT
 RC2608'OBSERVING STAND IS STILL OVER THE MARK.
 RC2608'
 RC2608'REFERENCE MARK 1 HAS BEEN DESTROYED.  THE MONUMENT WAS FOUND
 RC2608'LYING ON ITS SIDE WITH THE MARK REMOVED.
 RC2608'
 RC2608'REFERENCE MARK 2 WAS RECOVERED.  IT IS IN A PLOWED FIREBREAK AND
 RC2608'HAS BEEN BATTERED BY PLOWS.  APPARENTLY IT HAS BEEN DISTRUBED.  THE
 RC2608'DISTANCE IS NOW 10.170 METERS, 33.36 FEET.
 RC2608'
 RC2608'A NEW DESCRIPTION FOLLOWS--
 RC2608'
 RC2608'STATION IS LOCATED ON THE EAST EDGE OF THE RIDGE THAT OVERLOOKS
 RC2608'THE COLUMBIA RIVER AND LIES BETWEEN THE JOHN DAY RIVER AND THE
 RC2608'COLUMBIA.  IT IS ABOUT 10 MILES EAST OF RUFUS, 1 MILE NORTHEAST
 RC2608'OF THE JOHN DAY RIVER AND 1/2 MILE SOUTHWEST OF THE COLUMBIA
 RC2608'RIVER.
 RC2608'
 RC2608'STATION MARK IS A STANDARD U.S.E. BRONZE DISK STAMPED BARTLEMAY
 RC2608'1942 SET IN TOP OF 6-INCH SQUARE CONCRETE MONUMENT PROJECTING 4
 RC2608'INCHES.  A WITNESS POST IS 3.1 FEET SOUTHEAST OF THE MARK.
 RC2608'
 RC2608'REFERENCE MARK 2 IS A STANDARD U.S.E. DISK STAMPED BARTLEMAY NO
 RC2608'2 1942 AND SET IN TOP OF 6-INCH SQUARE CONCRETE MONUMENT PROJECTING
 RC2608'4 INCHES.  IT IS ABOUT THE SAME ELEVATION AS THE STATION.
 RC2608'
 RC2608'STATION PHILIPPI (U.S.E.) WAS USED AS AN AZIMUTH.
 RC2608'
 RC2608'TO REACH THE STATION FROM ROAD SIGN QUINTON AND SIGN PHILIPPI
 RC2608'RANCH ON U.S. HIGHWAY 30, PROCEED IN A SOUTHEASTERLY DIRECTION 1.4
 RC2608'MILES UP CANYON TO FORK, THEN PROCEED IN A GENERAL WESTERLY
 RC2608'DIRECTION ALONG RIGHT FORK 4.4 MILES TO RANCH HOUSE ON
 RC2608'RIGHT.  CONTINUE 1.5 MILES TO FIELD ROAD ON RIGHT, FOLLOW FIELD
 RC2608'ROAD 1.0 MILE TO STATION.  PERMISSION TO TRAVEL ON FIELD ROAD
 RC2608'SHOULD BE OBTAINED AT THE PHILIPPI RANCH HOUSE WHICH IS 1.6
 RC2608'MILES NORTHWEST OF THE FIELD ROAD.
 RC2608
 RC2608                          STATION RECOVERY (1959)
 RC2608
 RC2608'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LGT)
 RC2608'THE STATION WAS RECOVERED IN GOOD CONDITION.  BOTH REFERENCE MARK
 RC2608'MONUMENTS WERE FOUND LYING ON THE GROUND NEAR THE STATION.  TWO NEW
 RC2608'REFERENCE MARKS WERE SET.  LOCATED ON THE RIM OF THE LARGE
 RC2608'CULTIVATED PLATEAU OVERLOOKING THE COLUMBIA RIVER, ABOUT 10 MILES
 RC2608'EAST OF RUFUS, OREGON.  ABOUT 1/2 MILE SOUTHWEST OF THE COLUMBIA
 RC2608'RIVER, ON THE PROPERTY OF THE PHILLIPI RANCHO, 20 FEET SOUTH OF
 RC2608'THE RIM OF THE BLUFF.  10 FEET NORTH OF THE EDGE OF A WHEAT
 RC2608'FIELD.  3 FEET EAST OF A WITNESS POST.
 RC2608'
 RC2608'THE STATION IS A CORPS OF ENGINEERS DISK, STAMPED BARTLEMAY 1942,
 RC2608'SET IN THE TOP OF A 6-INCH SQUARE CONCRETE MONUMENT, PROJECTING 6
 RC2608'INCHES ABOVE THE SURFACE OF THE GROUND.
 RC2608'
 RC2608'REFERENCE MARK 3 IS A STANDARD DISK STAMPED BARTLEMAY USE NO 3
 RC2608'1942 SET IN THE TOP OF A 4-INCH CAST IRON SOIL PIPE, PROJECTING 3
 RC2608'INCHES ABOVE THE SURFACE OF THE GROUND.
 RC2608'
 RC2608'REFERENCE MARK 4 IS A STANDARD DISK STAMPED BARTLEMAY USE NO 4
 RC2608'1942 SET IN THE TOP OF A 4-INCH CAST IRON SOIL PIPE, PROJECTING 4
 RC2608'INCHES ABOVE THE SURFACE OF THE GROUND.
 RC2608'
 RC2608'TO REACH FROM QUINTON, ON U.S. HIGHWAY 30, GO SOUTH (UP CANYON) ON
 RC2608'GRAVEL ROAD (PER SIGN PHILLIPI RANCHO) FOR 1.2 MILES TO A ROAD
 RC2608'FORK, TAKE RIGHT FORK GO 1.8 MILES TO TRIANGULATION STATION FIELD
 RC2608'1941, CONTINUE WESTWARD ON ROAD FOR 1.0 MILE, TURN RIGHT ON MAIN
 RC2608'ROAD, GO 1.4 MILES TO BARTLEMAY FARM HOUSE, TURN RIGHT ON EAST
 RC2608'SIDE OF FARM BUILDINGS AND GO NORTH ON FIELD ROAD (UP A DRAW)
 RC2608'FOR 0.6 MILE TO A GATE, PASS THROUGH GATE AND GO NORTH FOR ABOUT
 RC2608'0.1 MILE TO EDGE OF BLUFF, PARK TRUCK AND PACK NORTHEASTWARD
 RC2608'ALONG RIM OF BLUFF TO HIGHEST POINT AND STATION.  ABOUT A 10
 RC2608'MINUTE PACK.
 RC2608
 RC2608                          STATION RECOVERY (1974)
 RC2608
 RC2608'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 RC2608'REFERENCE MARK NO. 4 WAS RECOVERED IN GOOD CONDITION.  THE STATION
 RC2608'MARK, AND REFERENCE MARK NO. 3 HAVE BEEN DESTROYED.  THERE WAS NO
 RC2608'UNDERGROUND MARK ESTABLISHED FOR THIS STATION.  MR. PHILLIPI, THE
 RC2608'PROPERTY OWNER WOULD NOT GRANT PERMISSION TO THIS PARTY TO
 RC2608'TRESPASS ON HIS PROPERTY FOR THE PURPOSE OF RE-ESTABLISHING
 RC2608'THE STATION.
 RC2608'
 RC2608'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RC2608'1 MILE SOUTHWEST OF QUINTON.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA1139 ***********************************************************************
 RA1139  DESIGNATION -  BARTLETT
 RA1139  PID         -  RA1139
 RA1139  STATE/COUNTY-  OR/WALLOWA
 RA1139  USGS QUAD   -  TROY (1995)
 RA1139
 RA1139                         *CURRENT SURVEY CONTROL
 RA1139  ___________________________________________________________________
 RA1139* NAD 83(1991)-  45 59 04.28329(N)    117 27 25.85774(W)     ADJUSTED  
 RA1139* NAVD 88     -      1068.7    (meters)    3506.     (feet)  VERTCON   
 RA1139  ___________________________________________________________________
 RA1139  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 RA1139  GEOID HEIGHT-         -17.62  (meters)                     GEOID03
 RA1139  HORZ ORDER  -  FIRST
 RA1139
 RA1139.The horizontal coordinates were established by classical geodetic methods
 RA1139.and adjusted by the National Geodetic Survey in October 1991.
 RA1139
 RA1139.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1139.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1139
 RA1139.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1139
 RA1139.The geoid height was determined by GEOID03.
 RA1139
 RA1139;                    North         East     Units Scale Factor Converg.
 RA1139;SPC OR N     -   262,013.845 2,735,715.720   MT  0.99999610   +2 09 28.5
 RA1139;SPC OR N     -   859,625.48  8,975,445.28   iFT  0.99999610   +2 09 28.5
 RA1139;SPC WA S     -    76,926.810   735,706.630   MT  0.99996915   +2 12 37.0
 RA1139;SPC WA S     -   252,384.04  2,413,730.84   sFT  0.99996915   +2 12 37.0
 RA1139;UTM  11      - 5,092,429.509   464,589.429   MT  0.99961541   -0 19 43.6
 RA1139
 RA1139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1139!SPC OR N     -   0.99983525  x   0.99999610  =   0.99983135
 RA1139!SPC WA S     -   0.99983525  x   0.99996915  =   0.99980441
 RA1139!UTM  11      -   0.99983525  x   0.99961541  =   0.99945073
 RA1139
 RA1139|---------------------------------------------------------------------|
 RA1139| PID    Reference Object                     Distance      Geod. Az  |
 RA1139|                                                           dddmmss.s |
 RA1139| CF4425 BARTLETT RM 1                        36.740 METERS 06943     |
 RA1139| CF4424 BARTLETT AZ MK                                     1332143.1 |
 RA1139| CF4426 BARTLETT RM 2                        19.873 METERS 26615     |
 RA1139|---------------------------------------------------------------------|
 RA1139
 RA1139                          SUPERSEDED SURVEY CONTROL
 RA1139
 RA1139  NAD 83(1986)-  45 59 04.28936(N)    117 27 25.85258(W) AD(       ) 1
 RA1139  NAD 27      -  45 59 04.76131(N)    117 27 22.21721(W) AD(       ) 1
 RA1139  NGVD 29 (07/19/86) 1067.6    (m)         3503.     (f) VERT ANG    3  
 RA1139
 RA1139.Superseded values are not recommended for survey control.
 RA1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1139.See file dsdata.txt to determine how the superseded data were derived.
 RA1139
 RA1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML6458992430(NAD 83)
 RA1139_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RA1139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RA1139
 RA1139  HISTORY     - Date     Condition        Report By
 RA1139  HISTORY     - 1946     MONUMENTED       CGS
 RA1139
 RA1139                          STATION DESCRIPTION
 RA1139
 RA1139'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JTJ)
 RA1139'THE STATION IS LOCATED ABOUT 3 MILES NORTH NORTHWEST OF TROY,
 RA1139'1 MILE EAST OF BARTLETT POST OFFICE, AND 3/4 MILE NORTHEAST OF
 RA1139'BEAR CREEK.  IT IS ON THE FLAT BENCH ABOVE THE GRANDE RONDE RIVER
 RA1139'AND ABOUT 60 METERS WEST OF THE INTERSECTION OF AN EAST-WEST ROAD
 RA1139'WITH THE ROAD RUNNING NORTH TOWARD SADDLE BUTTE.
 RA1139'
 RA1139'THE STATION MARK, STAMPED BARTLETT 1946, IS A STANDARD DISK SET
 RA1139'IN A 10 INCH SQUARE BLOCK OF CONCRETE PROJECTING 4 INCHES ABOVE
 RA1139'THE GROUND.  IT IS 8.8 METERS SOUTH OF THE CENTER OF THE ROAD,
 RA1139'2.4 METERS NORTH OF THE FENCE LINE, AND 3.6 METERS SOUTHEAST OF A
 RA1139'WHITE POST.
 RA1139'
 RA1139'REFERENCE MARK NO. 1, STAMPED BARTLETT NO 1 1946, IS A STANDARD
 RA1139'DISK SET IN A 10 INCH SQUARE BLOCK OF CONCRETE PROJECTING 5 INCHES
 RA1139'ABOVE THE GROUND.  IT IS 0.2 METER SOUTH OF THE RIGHT OF WAY
 RA1139'FENCE LINE.
 RA1139'
 RA1139'REFERENCE MARK NO. 2, STAMPED BARTLETT NO 2 1946, IS A STANDARD
 RA1139'DISK SET IN A BLOCK OF CONCRETE 10 INCHES SQUARE AND PROJECTING
 RA1139'8 INCHES ABOVE THE GROUND.  IT IS 1.2 METERS NORTH OF THE RIGHT
 RA1139'OF WAY FENCE LINE AND 10 METERS SOUTH OF THE ROAD CENTER.
 RA1139'
 RA1139'THE PICTURE POINT IS THE CENTER OF THE ISLAND AT THE ROAD
 RA1139'INTERSECTION, 202 FEET WEST FROM THE STATION AND 1.17 METERS
 RA1139'LOWER THAN THE STATION MARK.
 RA1139'
 RA1139'THE AZIMUTH MARK, STAMPED BARTLETT 1946, IS A STANDARD DISK SET
 RA1139'IN A BOULDER, 25 INCHES BY 35 INCHES, PROJECTING 6 INCHES ABOVE
 RA1139'THE GROUND.  IT IS 21 FEET EAST OF THE CENTER OF THE ROAD AND 10
 RA1139'INCHES WEST OF THE RIGHT OF WAY FENCE LINE.  TO REACH FROM THE
 RA1139'STATION GO EAST ON THE ROAD ABOUT 0.1 MILE TO WHERE IT TURNS
 RA1139'SOUTH.  TURN RIGHT, SOUTH, AND CONTINUE 0.1 MILE TO THE
 RA1139'INTERSECTION OF A WIRE FENCE AND A RAIL FENCE AND THE SITE OF THE
 RA1139'MARK ON LEFT.
 RA1139'
 RA1139'TO REACH THE STATION FROM TROY GO EAST ON HIGHWAY, TOWARDS
 RA1139'LEWISTON, 0.1 MILE TO INTERSECTION WITH ROAD GRADE COMING IN FROM
 RA1139'THE LEFT.  TURN SHARP LEFT AND TAKE ROAD UP GRADE, TOWARDS BARTLETT
 RA1139'POST OFFICE, 2.7 MILES TO ROAD FORKS AT TOP OF GRADE.  TAKE THE
 RA1139'RIGHT FORK, TOWARDS BARTLETT AND AS PER POMEROY SIGN, AND
 RA1139'CONTINUE 1.1 MILES TO ROAD FORKS.  TAKE THE LEFT FORK, AS PER THE
 RA1139'BARTLETT SIGN, AND CONTINUE 1.1 MILES TO MULTIPLE ROAD FORKS AT
 RA1139'TOP OF GRADE.  TURN SHARP RIGHT, AS PER THE POMEROY SIGN,
 RA1139'AND CONTINUE EAST 2.0 MILES TO T ROAD INTERSECTION, STEM LEFT.
 RA1139'CONTINUE STRAIGHT AHEAD, EAST, ABOUT 60 METERS TO SITE OF
 RA1139'STATION ON RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2359 ***********************************************************************
 RD2359  DESIGNATION -  BARTLETTS KNAPPS BARN N GABLE
 RD2359  PID         -  RD2359
 RD2359  STATE/COUNTY-  OR/MULTNOMAH
 RD2359  USGS QUAD   -  CAMAS (1993)
 RD2359
 RD2359                         *CURRENT SURVEY CONTROL
 RD2359  ___________________________________________________________________
 RD2359* NAD 83(1991)-  45 34 31.53779(N)    122 28 13.05585(W)     ADJUSTED  
 RD2359* NAVD 88     -              **(meters)            **(feet)            
 RD2359  ___________________________________________________________________
 RD2359  LAPLACE CORR-           4.03  (seconds)                    DEFLEC99
 RD2359  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 RD2359  HORZ ORDER  -  THIRD
 RD2359
 RD2359.The horizontal coordinates were established by classical geodetic methods
 RD2359.and adjusted by the National Geodetic Survey in October 1991.
 RD2359
 RD2359
 RD2359.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2359
 RD2359.The geoid height was determined by GEOID03.
 RD2359
 RD2359;                    North         East     Units Scale Factor Converg.
 RD2359;SPC OR N     -   213,981.786 2,346,239.025   MT  0.99991975   -1 23 50.3
 RD2359;SPC OR N     -   702,039.98  7,697,634.60   iFT  0.99991975   -1 23 50.3
 RD2359;SPC WA S     -    28,830.179   346,216.913   MT  1.00006842   -1 25 52.4
 RD2359;SPC WA S     -    94,587.01  1,135,879.99   sFT  1.00006842   -1 25 52.4
 RD2359;UTM  10      - 5,047,012.740   541,328.987   MT  0.99962100   +0 22 41.9
 RD2359
 RD2359                          SUPERSEDED SURVEY CONTROL
 RD2359
 RD2359  NAD 83(1986)-  45 34 31.55365(N)    122 28 13.05996(W) AD(       ) 4
 RD2359  NAD 27      -  45 34 32.12140(N)    122 28 08.72730(W) AD(       ) 3
 RD2359
 RD2359.Superseded values are not recommended for survey control.
 RD2359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2359.See file dsdata.txt to determine how the superseded data were derived.
 RD2359
 RD2359_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER4132947013(NAD 83)
 RD2359
 RD2359  HISTORY     - Date     Condition        Report By
 RD2359  HISTORY     - 1891     MONUMENTED       CGS
 RD2359  HISTORY     - 1945     SEE DESCRIPTION  CGS
 RD2359  HISTORY     - 19941005 MARK NOT FOUND   USPSQD
 RD2359
 RD2359                          STATION DESCRIPTION
 RD2359
 RD2359'DESCRIBED BY COAST AND GEODETIC SURVEY 1891 (CR)
 RD2359'NEAR THE N SHORE OF GOVERNMENT ISLAND, ABOUT 1-1/2 MILES ABOVE
 RD2359'FISHERS LANDING, WASHINGTON, ON MR. BARTLETTS DAIRY FARM.
 RD2359
 RD2359                          STATION RECOVERY (1945)
 RD2359
 RD2359'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (RAE)
 RD2359'BECAUSE OF EROSION, THIS BARN HAS BEEN MOVED.  STATION SHOULD BE
 RD2359'CLASSIFIED AS LOST.
 RD2359
 RD2359                          STATION RECOVERY (1994)
 RD2359
 RD2359'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD2359'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1224 ***********************************************************************
 NZ1224  DESIGNATION -  BARTON
 NZ1224  PID         -  NZ1224
 NZ1224  STATE/COUNTY-  OR/DOUGLAS
 NZ1224  USGS QUAD   -  QUINES CREEK (1986)
 NZ1224
 NZ1224                         *CURRENT SURVEY CONTROL
 NZ1224  ___________________________________________________________________
 NZ1224* NAD 83(1991)-  42 45 56.94507(N)    123 20 15.28869(W)     ADJUSTED  
 NZ1224* NAVD 88     -       454.7    (meters)    1492.     (feet)  VERTCON   
 NZ1224  ___________________________________________________________________
 NZ1224  LAPLACE CORR-           3.86  (seconds)                    DEFLEC99
 NZ1224  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 NZ1224  HORZ ORDER  -  SECOND
 NZ1224
 NZ1224.The horizontal coordinates were established by classical geodetic methods
 NZ1224.and adjusted by the National Geodetic Survey in October 1991.
 NZ1224
 NZ1224.The NAVD 88 height was computed by applying the VERTCON shift value to
 NZ1224.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NZ1224
 NZ1224.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ1224
 NZ1224.The geoid height was determined by GEOID03.
 NZ1224
 NZ1224;                    North         East     Units Scale Factor Converg.
 NZ1224;SPC OR S     -   126,030.671 1,267,807.403   MT  0.99991917   -1 56 28.8
 NZ1224;SPC OR S     -   413,486.45  4,159,473.11   iFT  0.99991917   -1 56 28.8
 NZ1224;UTM  10      - 4,734,865.074   472,380.117   MT  0.99960938   -0 13 45.2
 NZ1224
 NZ1224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NZ1224!SPC OR S     -   0.99993240  x   0.99991917  =   0.99985158
 NZ1224!UTM  10      -   0.99993240  x   0.99960938  =   0.99954181
 NZ1224
 NZ1224:                Primary Azimuth Mark                     Grid Az
 NZ1224:SPC OR S     -  MP 236                                   233 11 37.1
 NZ1224:UTM  10      -  MP 236                                   231 28 53.5
 NZ1224
 NZ1224|---------------------------------------------------------------------|
 NZ1224| PID    Reference Object                     Distance      Geod. Az  |
 NZ1224|                                                           dddmmss.s |
 NZ1224| NZ1237 MP 236                              APPROX. 1.1 KM 2311508.3 |
 NZ1224|---------------------------------------------------------------------|
 NZ1224
 NZ1224                          SUPERSEDED SURVEY CONTROL
 NZ1224
 NZ1224  NAD 83(1986)-  42 45 56.92950(N)    123 20 15.31010(W) AD(       ) 2
 NZ1224  NAD 27      -  42 45 57.49850(N)    123 20 11.07200(W) AD(       ) 2
 NZ1224  NGVD 29 (07/19/86)  453.7    (m)         1489.     (f) VERT ANG    3  
 NZ1224
 NZ1224.Superseded values are not recommended for survey control.
 NZ1224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1224.See file dsdata.txt to determine how the superseded data were derived.
 NZ1224
 NZ1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN7238034865(NAD 83)
 NZ1224_MARKER: Z = SEE DESCRIPTION
 NZ1224_SETTING: 0 = UNSPECIFIED SETTING
 NZ1224_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ1224
 NZ1224  HISTORY     - Date     Condition        Report By
 NZ1224  HISTORY     - 1963     MONUMENTED       ORDT
 NZ1224  HISTORY     - 1974     SEE DESCRIPTION  NGS
 NZ1224
 NZ1224                          STATION DESCRIPTION
 NZ1224
 NZ1224'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1963 (FN)
 NZ1224'THE STATION IS 5.2 MILES WEST OF AZALEA ON THE NORTH RIGHT-OF-WAY
 NZ1224'OF U.S. HIGHWAY 99
 NZ1224'
 NZ1224'TO REACH THE STATION FROM THE POST OFFICE IN AZALEA GO WEST 0.05
 NZ1224'MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO SOUTH ON THE MACADAM
 NZ1224'ROAD FOR 0.15 MILE TO U.S. HIGHWAY 99, TURN RIGHT AND GO WESTERLY
 NZ1224'ON U.S. HIGHWAY 99 FOR 5.0 MILES TO THE STATION ON THE RIGHT.
 NZ1224'
 NZ1224'THE STATION MARK, STAMPED BARTON USC AND GS 1962, IS AN OREGON
 NZ1224'STATE HIGHWAY DEPT. STATION MARK DISC BRAZED TO THE TOP OF A
 NZ1224'2 1/2-INCH IRON PIPE THAT PROJECTS 4 INCHES AND IS SET IN A
 NZ1224'CONCRETE BASE.  IT IS 68 FEET SOUTH OF THE CENTER OF A DRIVEWAY,
 NZ1224'50 FEET SOUTH OF A MAIL BOX, 48 FEET NORTH OF THE CENTER OF THE
 NZ1224'HIGHWAY AND 4 FEET SOUTH OF A WOODEN WITNESS POST.
 NZ1224'
 NZ1224'THE STATION WAS MARKED IN 1962 AND OCCUPIED IN 1963.
 NZ1224'
 NZ1224'THERE WERE NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.
 NZ1224
 NZ1224                          STATION RECOVERY (1974)
 NZ1224
 NZ1224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 NZ1224'THE STATION HAS BEEN DESTROYED PRIOR TO NOVEMBER 1974.
 NZ1224'
 NZ1224'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NZ1224'5 MILES WEST OF AZALEA.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA1338 ***********************************************************************
 RA1338  DESIGNATION -  BARTON
 RA1338  PID         -  RA1338
 RA1338  STATE/COUNTY-  OR/WALLOWA
 RA1338  USGS QUAD   -  SQUIRREL PRAIRIE (1995)
 RA1338
 RA1338                         *CURRENT SURVEY CONTROL
 RA1338  ___________________________________________________________________
 RA1338* NAD 83(1991)-  45 17 06.97422(N)    116 41 56.43105(W)     ADJUSTED  
 RA1338* NAVD 88     -      1751.5    (meters)    5746.     (feet)  VERTCON   
 RA1338  ___________________________________________________________________
 RA1338  LAPLACE CORR-          -3.36  (seconds)                    DEFLEC99
 RA1338  GEOID HEIGHT-         -15.40  (meters)                     GEOID03
 RA1338  HORZ ORDER  -  SECOND
 RA1338
 RA1338.The horizontal coordinates were established by classical geodetic methods
 RA1338.and adjusted by the National Geodetic Survey in October 1991.
 RA1338
 RA1338.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1338.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1338
 RA1338.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1338
 RA1338.The geoid height was determined by GEOID03.
 RA1338
 RA1338;                    North         East     Units Scale Factor Converg.
 RA1338;SPC OR N     -   186,874.594 2,798,064.450   MT  0.99989665   +2 41 44.2
 RA1338;SPC OR N     -   613,105.62  9,180,001.48   iFT  0.99989665   +2 41 44.2
 RA1338;SPC ID W     -   402,445.632   725,550.900   MT  1.00000146   -0 40 27.9
 RA1338;SPC ID W     - 1,320,357.04  2,380,411.58   sFT  1.00000146   -0 40 27.9
 RA1338;UTM  11      - 5,014,685.204   523,604.711   MT  0.99960685   +0 12 50.0
 RA1338
 RA1338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1338!SPC OR N     -   0.99972788  x   0.99989665  =   0.99962456
 RA1338!SPC ID W     -   0.99972788  x   1.00000146  =   0.99972934
 RA1338!UTM  11      -   0.99972788  x   0.99960685  =   0.99933484
 RA1338
 RA1338|---------------------------------------------------------------------|
 RA1338| PID    Reference Object                     Distance      Geod. Az  |
 RA1338|                                                           dddmmss.s |
 RA1338| CH6370 BARTON RM 1                           4.800 METERS 19038     |
 RA1338| CH6371 BARTON RM 2                          13.774 METERS 27439     |
 RA1338| CH6369 BARTON AZ MK                                       2892136.7 |
 RA1338|---------------------------------------------------------------------|
 RA1338
 RA1338                          SUPERSEDED SURVEY CONTROL
 RA1338
 RA1338  NAD 83(1986)-  45 17 06.97615(N)    116 41 56.43001(W) AD(       ) 2
 RA1338  NAD 27      -  45 17 07.40344(N)    116 41 52.91461(W) AD(       ) 2
 RA1338  NGVD 29 (07/19/86) 1750.4    (m)         5743.     (f) VERT ANG    3  
 RA1338
 RA1338.Superseded values are not recommended for survey control.
 RA1338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1338.See file dsdata.txt to determine how the superseded data were derived.
 RA1338
 RA1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL2360514685(NAD 83)
 RA1338_MARKER: Z = SEE DESCRIPTION
 RA1338_SETTING: 0 = UNSPECIFIED SETTING
 RA1338
 RA1338  HISTORY     - Date     Condition        Report By
 RA1338  HISTORY     - 1945     MONUMENTED       CGS
 RA1338
 RA1338                          STATION DESCRIPTION
 RA1338
 RA1338'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JTJ)
 RA1338'THE STATION IS LOCATED ABOUT 19 MILES S OF IMNAHA AND 3 MILES E
 RA1338'OF THE SUMMIT TRAIL ON WHAT IS KNOWN AS BARTON HEIGHTS.  IT IS ABOUT
 RA1338'2 MILES W OF THE SNAKE RIVER BETWEEN STUD CREEK AND BATTLE CREEK.
 RA1338'
 RA1338'THE STATION MARK IS A BRONZE STATION DISK STAMPED BARTON 1945
 RA1338'AND SET IN OUTCROP ON THE HIGHEST PART OF BARTON HEIGHTS.  IT IS
 RA1338'11 FEET N OF A CAIRN, 4 FEET W OF THE E EDGE OF THE CLIFF, AND
 RA1338'ABOUT 15 FEET HIGHER THAN A SMALL GRASS-COVERED AREA.
 RA1338'
 RA1338'NO UNDERGROUND MARK HAS BEEN SET.
 RA1338'
 RA1338'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK STAMPED BARTON NO 1
 RA1338'1945 AND SET IN OUTCROP WHICH IS 2 FEET LOWER THAN THE STATION.  IT
 RA1338'IS 20 FEET N OF THE S EDGE OF THE CLIFF, 15 FEET NE OF AN OLD DEAD
 RA1338'TREE, AND ABOUT 6 FEET SW OF A CAIRN.
 RA1338'
 RA1338'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK STAMPED BARTON NO 2
 RA1338'1945 AND SET IN OUTCROP 10 BY 6 FEET.  IT IS 20 FEET S OF THE N
 RA1338'EDGE OF A CLIFF, 13 FEET SW OF A PINE TREE, AND ABOUT 10 FEET
 RA1338'LOWER THAN THE STATION.
 RA1338'
 RA1338'THE AZIMUTH MARK IS A BRONZE AZIMUTH DISK STAMPED BARTON 1945
 RA1338'AND SET IN OUTCROP, 4 BY 3 FEET, PROJECTING ABOUT 4 INCHES.  IT
 RA1338'IS ON A BARE RIDGE WHERE TRAIL CROSSES FROM THE S SIDE OF THE
 RA1338'RIDGE TO THE N, 20 FEET E OF A SMALL BUSH, AND 4 FEET LOWER THAN
 RA1338'THE TOP OF THE HILL.
 RA1338'
 RA1338'TO REACH THE STATION FROM IMNAHA, FOLLOW THE ROAD UP HILL TOWARD
 RA1338'HAT POINT FOR 18 MILES TO THE SUMMIT TRAIL LEADING TO THE RIGHT,
 RA1338'S.  FOLLOW THE SUMMIT TRAIL S TO LOOKOUT MOUNTAIN.  CONTINUE ON
 RA1338'THE SUMMIT TRAIL FOR ABOUT 2.0 MILES TO THE HEAD OF BATTLE CREEK
 RA1338'AND SIGN BARTON HEIGHTS.  LEAVE THE SUMMIT TRAIL AND TURN LEFT,
 RA1338'E, GOING BETWEEN A CAIRN AND A TREE WITH 3 BLAZES ON IT.  FOLLOW
 RA1338'THIS TRAIL DOWNHILL AND TO THE RIGHT, LOSING ABOUT 1,000 FEET,
 RA1338'THEN ALONG THE S SIDE OF A RIDGE TO A POINT WHERE THE TRAIL
 RA1338'CROSSES OVER THE RIDGE TO THE N SIDE OF THE RIDGE (THE AZIMUTH
 RA1338'MARK IS LOCATED HERE).  CONTINUE E TO THE EDGE OF TIMBER, AT
 RA1338'THE EDGE OF THE RIM, BEAR RIGHT, S, ALONG THE W EDGE OF THE
 RA1338'TIMBER TO THE HIGHEST POINT OF BARTON HEIGHTS AND THE
 RA1338'STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1829 ***********************************************************************
 QE1829  DESIGNATION -  BARTOSZ
 QE1829  PID         -  QE1829
 QE1829  STATE/COUNTY-  OR/MARION
 QE1829  USGS QUAD   -  SALEM EAST (1986)
 QE1829
 QE1829                         *CURRENT SURVEY CONTROL
 QE1829  ___________________________________________________________________
 QE1829* NAD 83(1991)-  44 53 30.24568(N)    122 59 32.96825(W)     ADJUSTED  
 QE1829* NAVD 88     -        95.     (meters)     312.     (feet)  SCALED    
 QE1829  ___________________________________________________________________
 QE1829  LAPLACE CORR-          -3.29  (seconds)                    DEFLEC99
 QE1829  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 QE1829  HORZ ORDER  -  SECOND
 QE1829
 QE1829.The horizontal coordinates were established by classical geodetic methods
 QE1829.and adjusted by the National Geodetic Survey in October 1991.
 QE1829
 QE1829.The orthometric height was scaled from a topographic map.
 QE1829
 QE1829.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE1829
 QE1829.The geoid height was determined by GEOID03.
 QE1829
 QE1829;                    North         East     Units Scale Factor Converg.
 QE1829;SPC OR N     -   139,167.909 2,303,154.906   MT  0.99990621   -1 46 03.5
 QE1829;SPC OR N     -   456,587.63  7,556,282.50   iFT  0.99990621   -1 46 03.5
 QE1829;UTM  10      - 4,970,923.663   500,592.923   MT  0.99960000   +0 00 19.1
 QE1829
 QE1829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE1829!SPC OR N     -   0.99998870  x   0.99990621  =   0.99989491
 QE1829!UTM  10      -   0.99998870  x   0.99960000  =   0.99958870
 QE1829
 QE1829|---------------------------------------------------------------------|
 QE1829| PID    Reference Object                     Distance      Geod. Az  |
 QE1829|                                                           dddmmss.s |
 QE1829| CD9581 BARTOSZ RM 1                         34.734 METERS 04826     |
 QE1829| CD9582 BARTOSZ RM 2                         46.895 METERS 15249     |
 QE1829| CD9580 BARTOSZ AZ MK                                      2940556.4 |
 QE1829| QE1830 SALEM AIRPORT BEACON 160            APPROX. 2.4 KM 3460447.4 |
 QE1829| QE1865 SALEM STATE HIGHWAY RAD TOWER       APPROX. 4.4 KM 3461758.1 |
 QE1829|---------------------------------------------------------------------|
 QE1829
 QE1829                          SUPERSEDED SURVEY CONTROL
 QE1829
 QE1829  NAD 83(1986)-  44 53 30.26930(N)    122 59 32.98414(W) AD(       ) 2
 QE1829  NAD 27      -  44 53 30.83557(N)    122 59 28.64467(W) AD(       ) 2
 QE1829
 QE1829.Superseded values are not recommended for survey control.
 QE1829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1829.See file dsdata.txt to determine how the superseded data were derived.
 QE1829
 QE1829_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ0059370924(NAD 83)
 QE1829_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QE1829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE1829
 QE1829  HISTORY     - Date     Condition        Report By
 QE1829  HISTORY     - 1940     MONUMENTED       CGS
 QE1829  HISTORY     - 1947     SEE DESCRIPTION  CGS
 QE1829  HISTORY     - 1970     SEE DESCRIPTION  NGS
 QE1829
 QE1829                          STATION DESCRIPTION
 QE1829
 QE1829'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 QE1829'STATION IS ABOUT 3-1/2 MILES SOUTHEAST OF THE CENTER OF SALEM ON
 QE1829'PROPERTY OWNED AND OCCUPIED BY MR. JOSEPH J. BARTOSZ AND 0.2 MILE
 QE1829'NORTH OF THE BARTOSZ FARMHOUSE.  THE STATION IS ON THE NORTHEAST
 QE1829'END OF A LOW BENCH RISING ABOUT 100 FEET ABOVE THE VALLEY, THE
 QE1829'SIDES OF THE BENCH ARE COVERED WITH SCRUB TIMBER AND THE TOP IS
 QE1829'GRASS-COVERED.  THE STATION IS 145 FEET NORTH OF AN EAST-WEST
 QE1829'FENCE LINE, THE MARK PROJECTS 4 INCHES AND IS STAMPED BARTOSZ
 QE1829'1940.  THERE IS A WHITE REFERENCE POST 5 FEET SOUTH OF THE MARK.
 QE1829'NOTES 1A AND 7A.
 QE1829'
 QE1829'REFERENCE MARK NO.1 IS ABOUT 1 METER LOWER THAN STATION, ABOUT 30
 QE1829'FEET SOUTH OF WHERE BENCH BREAKS OVER SHARPLY TO NORTH, PROJECTS
 QE1829'10 INCHES AND IS STAMPED BARTOSZ NO 1 1940.  NOTE 11A.
 QE1829'
 QE1829'REFERENCE MARK NO.2 IS AT ABOUT THE SAME ELEVATION AS THE STATION,
 QE1829'1 FOOT NORTH OF AN EAST-WEST FENCE LINE, PROJECTS 6 INCHES, AND
 QE1829'IS STAMPED BARTOSZ NO 2 1940.  NOTE 11A.
 QE1829'
 QE1829'TO REACH THE STATION FROM SALEM, GO SOUTH ON TWELFTH STREET FROM
 QE1829'THE JUNCTION WITH STATE STREET 1.3 MILES, TURN LEFT AND GO EAST
 QE1829'AS PER SIGN 8 TURNER ON A BLACK-TOPPED ROAD 1.2 MILES TO A FORK,
 QE1829'TAKE THE LEFT FORK AND GO SOUTHEAST 0.5 MILE TO FAIRVIEW HOME ON
 QE1829'THE RIGHT SIDE OF THE ROAD.  (THE AZIMUTH MARK IS ABOUT 100 YARDS
 QE1829'EAST OF HERE ON THE SOUTH SIDE OF THE ROAD.) CONTINUE ON SAME
 QE1829'ROAD 0.6 MILE TO A FORK, TAKE THE LEFT FORK AND CONTINUE SOUTHEAST
 QE1829'0.2 MILE TO ANOTHER FORK, TAKE THE LEFT FORK 0.7 MILE TO WHERE
 QE1829'THE MAIN ROAD TURNS SOUTH, CONTINUE STRAIGHT AHEAD ON A
 QE1829'NARROW LANE 0.3 MILE TO THE BARTOSZ FARMHOUSE, TURN LEFT AND
 QE1829'GO NORTH ON A TRACK ROAD THROUGH A FIELD 0.2 MILE TO AN
 QE1829'EAST-WEST FENCE LINE.  THE STATION IS 145 FEET NORTH OF THE FENCE
 QE1829'LINE.
 QE1829'
 QE1829'THE AZIMUTH MARK IS ABOUT 1-1/2 MILES WEST-NORTHWEST OF THE
 QE1829'STATION, 24 FEET SOUTH OF THE CENTERLINE OF AN EAST-WEST OILED ROAD,
 QE1829'ON THE ROAD RIGHT-OF-WAY, IN LINE WITH A ROW OF TELEPHONE POLES,
 QE1829'ABOUT 100 YARDS EAST OF FAIRVIEW HOME.  THE MARK PROJECTS 6 INCHES
 QE1829'AND IS STAMPED BARTOSZ 1940.  THERE IS A WHITE REFERENCE POST 2
 QE1829'FEET SOUTH OF THE MARK.  NOTE 11A.
 QE1829'
 QE1829'HEIGHT OF LIGHT ABOVE STATION MARK 25 METERS.
 QE1829
 QE1829                          STATION RECOVERY (1947)
 QE1829
 QE1829'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAE)
 QE1829'THE STATION, REFERENCE MARKS, AND AZIMUTH MARK WERE RECOVERED IN
 QE1829'GOOD CONDITION AS DESCRIBED BY A.N.S. IN 1940.  THE DESCRIPTION
 QE1829'IS ADEQUATE WITH THE CORRECTIONS LISTED BELOW--
 QE1829'
 QE1829'1.  IN THE FOURTH PARAGRAPH, SEVENTH LINE, CHANGE ON SAME ROAD
 QE1829'0.6 MILE TO A FORK TO CONTINUE FROM THE AZIMUTH MARK 0.25 MILE
 QE1829'TO A FORK.
 QE1829'
 QE1829'2.  THE AZIMUTH MARK IS NOW FLUSH WITH THE GROUND.
 QE1829
 QE1829                          STATION RECOVERY (1970)
 QE1829
 QE1829'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 QE1829'BOTH THE SURFACE, AND UNDERGROUND STATION MARK, AND REFERENCE MARK
 QE1829'NO. 1 HAVE BEEN DESTROYED WHEN THE FREEWAY WAS
 QE1829'CONSTRUCTED.  REFERENCE MARK NO. 2 WAS RECOVERED IN GOOD
 QE1829'CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT RECOVERED.
 QE1829'
 QE1829'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QE1829'3 MILES SOUTHEAST OF SALEM.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1443 ***********************************************************************
 RD1443  DESIGNATION -  BARVIEW
 RD1443  PID         -  RD1443
 RD1443  STATE/COUNTY-  OR/TILLAMOOK
 RD1443  USGS QUAD   -  GARIBALDI (1985)
 RD1443
 RD1443                         *CURRENT SURVEY CONTROL
 RD1443  ___________________________________________________________________
 RD1443* NAD 83(2007)-  45 34 14.52409(N)    123 57 10.86154(W)     ADJUSTED  
 RD1443* NAVD 88     -         4.748  (meters)      15.58   (feet)  ADJUSTED  
 RD1443  ___________________________________________________________________
 RD1443  EPOCH DATE  -        2007.00
 RD1443  X           -  -2,497,952.505 (meters)                     COMP
 RD1443  Y           -  -3,709,925.416 (meters)                     COMP
 RD1443  Z           -   4,531,960.381 (meters)                     COMP
 RD1443  LAPLACE CORR-          24.18  (seconds)                    DEFLEC99
 RD1443  ELLIP HEIGHT-         -18.244 (meters)          (02/10/07) ADJUSTED
 RD1443  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 RD1443  DYNAMIC HT  -           4.749 (meters)      15.58  (feet)  COMP
 RD1443
 RD1443  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 RD1443  Type    PID    Designation                      North   East  Ellip
 RD1443  -------------------------------------------------------------------
 RD1443  NETWORK RD1443 BARVIEW                           1.53   1.06   4.51
 RD1443  -------------------------------------------------------------------
 RD1443  MODELED GRAV-     980,687.5   (mgal)                       NAVD 88
 RD1443
 RD1443  VERT ORDER  -  FIRST     CLASS II
 RD1443
 RD1443.The horizontal coordinates were established by GPS observations
 RD1443.and adjusted by the National Geodetic Survey in February 2007.
 RD1443
 RD1443.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 RD1443.See www.ngs.noaa.gov/NationalReadjustment for more information.
 RD1443.The horizontal coordinates are valid at the epoch date displayed above.
 RD1443.The epoch date for horizontal control is a decimal equivalence
 RD1443.of Year/Month/Day.
 RD1443
 RD1443.The orthometric height was determined by differential leveling
 RD1443.and adjusted in June 1991.
 RD1443
 RD1443.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RD1443
 RD1443.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1443
 RD1443.The ellipsoidal height was determined by GPS observations
 RD1443.and is referenced to NAD 83.
 RD1443
 RD1443.The geoid height was determined by GEOID03.
 RD1443
 RD1443.The dynamic height is computed by dividing the NAVD 88
 RD1443.geopotential number by the normal gravity value computed on the
 RD1443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1443.degrees latitude (g = 980.6199 gals.).
 RD1443
 RD1443.The modeled gravity was interpolated from observed gravity values.
 RD1443
 RD1443;                    North         East     Units Scale Factor Converg.
 RD1443;SPC OR N     -   217,340.361 2,230,560.684   MT  0.99991917   -2 26 55.8
 RD1443;SPC OR N     -   713,058.93  7,318,112.48   iFT  0.99991917   -2 26 55.8
 RD1443;UTM  10      - 5,046,792.908   425,637.129   MT  0.99966799   -0 40 50.1
 RD1443
 RD1443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1443!SPC OR N     -   1.00000286  x   0.99991917  =   0.99992203
 RD1443!UTM  10      -   1.00000286  x   0.99966799  =   0.99967085
 RD1443
 RD1443|---------------------------------------------------------------------|
 RD1443| PID    Reference Object                     Distance      Geod. Az  |
 RD1443|                                                           dddmmss.s |
 RD1443| DD9376 BARVIEW RM 1                         18.907 METERS 04616     |
 RD1443| RD1445 BARVIEW RM 3                         18.000 METERS 04800     |
 RD1443| RD1995 TILLAMOOK BAY COAST GUARD LOT       APPROX. 0.7 KM 1095916.5 |
 RD1443| RD1994 TILLAMOOK BAY ENT FRONT RNG LT      APPROX. 0.7 KM 1104539.2 |
 RD1443| RD1444 BARVIEW RM 2                         15.333 METERS 11959     |
 RD1443| RD2014 BARVIEW COAST GUARD LOOKOUT         166.792 METERS 15425     |
 RD1443| RD2009 KINCHELOE POINT SIGNAL              APPROX. 2.4 KM 1624603.6 |
 RD1443| RD2008 FARLEY RESET                        APPROX. 2.4 KM 1624606.1 |
 RD1443| RD2016 DOUBLE HEADED ROCK HIGHEST E        APPROX. 2.9 KM 3502030.5 |
 RD1443|---------------------------------------------------------------------|
 RD1443
 RD1443                          SUPERSEDED SURVEY CONTROL
 RD1443
 RD1443  NAD 83(1998)-  45 34 14.52048(N)    123 57 10.86361(W) AD(       ) B
 RD1443  ELLIP H (07/03/01)  -18.202  (m)                       GP(       ) 5 1
 RD1443  NAD 83(1998)-  45 34 14.52050(N)    123 57 10.86342(W) AD(1997.00) B
 RD1443  ELLIP H (02/07/01)  -18.199  (m)                       GP(1997.00) 3 1
 RD1443  NAD 83(1991)-  45 34 14.51556(N)    123 57 10.86333(W) AD(       ) 3
 RD1443  NAD 83(1986)-  45 34 14.54639(N)    123 57 10.85465(W) AD(       ) 3
 RD1443  NAD 27      -  45 34 15.16600(N)    123 57 06.36500(W) AD(       ) 3
 RD1443  NAVD 88 (02/07/01)    4.75   (m)           15.6    (f) LEVELING    3  
 RD1443  NGVD 29 (07/19/86)    5.02   (m)           16.5    (f) LEVELING    3  
 RD1443
 RD1443.Superseded values are not recommended for survey control.
 RD1443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1443.See file dsdata.txt to determine how the superseded data were derived.
 RD1443
 RD1443_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR2563746793(NAD 83)
 RD1443_MARKER: DS = TRIANGULATION STATION DISK
 RD1443_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 RD1443_SP_SET: CONCRETE POST
 RD1443_STAMPING: BARVIEW 1926
 RD1443_MARK LOGO: CGS   
 RD1443_PROJECTION: FLUSH
 RD1443_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD1443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD1443+STABILITY: SURFACE MOTION
 RD1443_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD1443+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2008
 RD1443
 RD1443  HISTORY     - Date     Condition        Report By
 RD1443  HISTORY     - 1926     MONUMENTED       CGS
 RD1443  HISTORY     - 1934     SEE DESCRIPTION  ORGS
 RD1443  HISTORY     - 1954     SEE DESCRIPTION  CGS
 RD1443  HISTORY     - 1968     SEE DESCRIPTION  CGS
 RD1443  HISTORY     - 1975     SEE DESCRIPTION  NGS
 RD1443  HISTORY     - 1987     GOOD             NGS
 RD1443  HISTORY     - 20000621 GOOD             NGS
 RD1443  HISTORY     - 20020602 GOOD             USPSQD
 RD1443  HISTORY     - 20070224 GOOD             USPSQD
 RD1443  HISTORY     - 20080711 GOOD             JCLS
 RD1443
 RD1443                          STATION DESCRIPTION
 RD1443
 RD1443'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (JMS)
 RD1443'STATION IS LOCATED ON A LARGE DRIFTWOOD FLAT ABOUT 180 METERS NW TO
 RD1443'N OF COAST GUARD LOOKOUT TOWER, WHICH IS BUILT ON TOP OF JETTY ON N
 RD1443'BEACH ENTRANCE TO TILLAMOOK BAY.  A LARGE SAND FLAT IS ABOUT 100
 RD1443'METERS DUE E OF STATION.  WEST END OF JETTY IS ABOUT 180 METERS SW
 RD1443'OF STATION.  FIRST TELEPHONE POLE N OF COAST GUARD STATION IS
 RD1443'DIRECTLY IN LINE WITH THE PROMINENT KNOB CENTERED ON LONG RIDGE
 RD1443'OF DISTANT MOUNTAIN ON SE SIDE OF TILLAMOOK BAY.  BEGINNING OF
 RD1443'HIGH-WATER MARK IS ABOUT 260 METERS W OF STATION.
 RD1443'
 RD1443'THE MARK IS A STANDARD DISK SET IN A 7-INCH ROUND RED TILE
 RD1443'FILLED WITH CONCRETE, WHICH IN TURN IS SET IN AN IRREGULAR MASS
 RD1443'OF CONCRETE 3-1/2 FEET DEEP.  THE TILE PROTRUDES ABOUT 6 INCHES
 RD1443'ABOVE GROUND.  BELOW THIS MARK IS A GLASS BOTTLE SET IN CONCRETE.
 RD1443'
 RD1443'REFERENCE MARK NO.1 BEARS N BY E OF STATION AND IS A STANDARD DISK
 RD1443'SET IN 5-INCH ROUND RED TILE FILLED WITH CONCRETE (BASE OF CONCRETE
 RD1443'3-1/2 FEET DEEP) WHICH PROTRUDES 6 INCHES ABOVE THE GROUND.
 RD1443'
 RD1443'REFERENCE MARK NO.2 IS AS DESCRIBED IN NO.1, BEARING E OF STATION.
 RD1443
 RD1443                          STATION RECOVERY (1934)
 RD1443
 RD1443'RECOVERY NOTE BY OREGON GEODETIC SURVEY 1934
 RD1443'RECOVERED.  NORTH OF THE ENTRANCE TO TILLAMOOK BAY AND ABOUT 0.4
 RD1443'MILE W OF THE VILLAGE OF BARVIEW ON THE OREGON COAST HIGHWAY, ON
 RD1443'A LARGE DRIFTWOOD FLAT ABOUT 547 FEET NW FROM THE COAST GUARD
 RD1443'LOOKOUT TOWER, WHICH IS BUILT ON THE TOP OF THE N JETTY.  A LARGE
 RD1443'SAND FLAT IS ABOUT 300 FEET E OF THE STATION AND THE HIGH-WATER
 RD1443'LINE IS ABOUT 800 FEET TO THE W.
 RD1443
 RD1443                          STATION RECOVERY (1954)
 RD1443
 RD1443'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (FN)
 RD1443'THE STATION AND REFERENCE MARK NO. 2 WERE RECOVERED IN GOOD
 RD1443'CONDITION.  REFERENCE MARK NO. 1 HAS BEEN DESTROYED, ITS REMAINS
 RD1443'FOUND LYING IN THE SAND.  A NEW REFERENCE MARK WAS SET.
 RD1443'
 RD1443'STATION IS LOCATED ON A LARGE DRIFTWOOD FLAT ABOUT 0.6 MILE
 RD1443'WEST-NORTHWEST OF THE VILLAGE OF BARVIEW, 130 METERS NORTH OF THE
 RD1443'JETTY, ABOUT 100 METERS WEST OF A LARGE AREA COVERED WITH SHORT
 RD1443'GRASS AND 20.5 METERS SOUTH OF THE CENTERLINE OF AN EAST-WEST
 RD1443'TRAIL.  IT IS A STANDARD DISK STAMPED BARVIEW 1926 SET IN THE
 RD1443'CENTER OF A CONCRETE-FILLED RED TILE IN THE CENTER OF AN
 RD1443'IRREGULAR MASS OF CONCRETE.  MARK IS ABOUT 4 INCHES BELOW THE
 RD1443'GROUND SURFACE BUT NOT COVERED AT THIS DATE.  A 4X6 INCH WITNESS
 RD1443'POST PROJECTING 8 FEET WITH A TRIANGLE CARVED ON THE EAST SIDE
 RD1443'IS 4 FEET WEST OF THE STATION.
 RD1443'
 RD1443'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED BARVIEW NO 2 1926
 RD1443'SET IN THE SAME MANNER AS THE STATION.  IT IS NORTHEAST OF THE
 RD1443'STATION AND PROJECTS ABOUT 3 INCHES.
 RD1443'
 RD1443'REFERENCE MARK NO. 3 IS SOUTHEAST OF THE STATION AND IS A STANDARD
 RD1443'DISK STAMPED BARVIEW NO 3 1954 SET IN THE TOP CENTER OF AN 8-INCH
 RD1443'CONCRETE FILLED CONCRETE TILE PROJECTING ABOUT 3 INCHES.
 RD1443
 RD1443                          STATION RECOVERY (1968)
 RD1443
 RD1443'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (NET)
 RD1443'THE STATION MARK, STAMPED BARVIEW 1926, REFERENCE MARK NO. 2,
 RD1443'STAMPED BARVIEW NO 2 1926 AND REFERENCE MARK NO. 3 STAMPED BARVIEW
 RD1443'NO 3 1954, WERE RECOVERED AS DESCRIBED.  A HYDRO SIGNAL NOW STANDS
 RD1443'OVER THE STATION MARK AND A WITNESS SIGN WAS NAILED ON THE EAST
 RD1443'LEG OF THE SIGNAL.  A 2 IN X 4 IN WITNESS POST WAS PLACED 0.5
 RD1443'FOOT EAST OF REFERENCE MARK NO. 2.  A 2 IN X 4 IN WITNESS POST
 RD1443'WAS PLACED 0.5 FOOT NORTHEAST OF REFERENCE MARK NO. 3.  A
 RD1443'NEW TO REACH FOLLOWS.
 RD1443'
 RD1443'TO REACH THE STATION FROM THE GARIBALDI POST OFFICE GO NORTH ON
 RD1443'U.S. HIGHWAY 101 FOR 1.8 MILES TO THE ENTRANCE TO BARVIEW JETTY
 RD1443'PARK ON THE LEFT, TURN LEFT AND GO WEST FOR 0.2 MILE TO THE TOLL
 RD1443'BOOTH AT THE ENTRANCE, CONTINUE WEST ON THE MAIN ROAD, PASSING TO
 RD1443'THE LEFT OF A SMALL TRAILER PARK, TOWARD THE COAST GUARD LOOKOUT
 RD1443'TOWER, FOR 0.5 MILE TO THE HYDRO SIGNAL AND STATION ON THE
 RD1443'RIGHT.
 RD1443
 RD1443                          STATION RECOVERY (1975)
 RD1443
 RD1443'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 RD1443'THE STATION MARK, AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 RD1443'CONDITION.  LANDMARKS HAVE CHANGED.  A NEW AND COMPLETE DESCRIPTION
 RD1443'FOLLOWS.
 RD1443'
 RD1443'THE STATION IS ON STATE OWNED LAND.
 RD1443'
 RD1443'TO REACH THE STATION FROM THE GARIBALDI POST OFFICE GO NORTH ON
 RD1443'U.S. HIGHWAY 101 FOR 1.8 MILES TO A SIDE ROAD LEFT, JUST AFTER
 RD1443'PASSING THE BARVIEW STORE, TURN LEFT, AND GO WEST ON THE MACADAM
 RD1443'ROAD FOR 0.2 MILE TO THE TOLL BOOTH AT THE ENTRANCE TO BARVIEW
 RD1443'JETTY PARK, CONTINUE WEST ON THE MACADAM ROAD, TOWARD THE COAST
 RD1443'GUARD LOOKOUT TOWER, FOR 0.5 MILE TO A HYDRO SIGNAL, AND THE
 RD1443'STATION ON THE LEFT.
 RD1443'
 RD1443'THE STATION MARK, STAMPED BARVIEW 1926, IS A STANDARD DISK SET IN
 RD1443'CONCRETE IN A TILE THAT IS FLUSH, 0.15 MILE EAST OF THE COAST GUARD
 RD1443'LOOKOUT TOWER, 140 FEET SOUTHWEST OF A FORK IN THE MACADAM ROAD, 70
 RD1443'FEET NORTHWEST OF THE CENTER OF A MACADAM ROAD, 48 FEET SOUTH OF
 RD1443'THE CENTER OF A MACADAM ROAD, 2 FEET SOUTH OF A HYDRO SIGNAL, AND 2
 RD1443'FEET EAST OF A METAL WITNESS POST.
 RD1443'
 RD1443'REFERENCE MARK NO. 2, STAMPED BARVIEW NO 2 1926, IS A STANDARD
 RD1443'DISK SET IN CONCRETE IN A TILE THAT IS FLUSH, 26 FEET NORTHWEST OF
 RD1443'THE CENTER OF A MACADAM ROAD, AND 2 FEET EAST OF A METAL WITNESS
 RD1443'POST.
 RD1443'
 RD1443'REFERENCE MARK NO. 3, STAMPED BARVIEW NO 3 1954, IS A STANDARD
 RD1443'DISK SET IN CONCRETE IN A TILE THAT PROJECTS 3-INCHES, 100 FEET WEST
 RD1443'OF THE FORKS IN THE ROAD, 24 FEET SOUTH OF THE CENTER OF THE
 RD1443'MACADAM ROAD, AND 2 FEET SOUTHEAST OF A METAL WITNESS POST.
 RD1443'
 RD1443'TRIANGULATION STATION FARLEY (USE) 1954 MAY BE USED FOR THE
 RD1443'AZIMUTH MARK.  SEE DESCRIPTION THEREOF.
 RD1443'
 RD1443'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RD1443'2.5 MILES NORTHWEST OF GARIBALDI.
 RD1443
 RD1443                          STATION RECOVERY (1987)
 RD1443
 RD1443'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD1443'19.8 KM (12.30 MI) NORTH FROM TILLAMOOK.
 RD1443'18.8 KM (11.70 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM ITS
 RD1443'JUNCTION WITH STATE HIGHWAY 6 IN TILLAMOOK, THENCE 0.2 KM (0.10 MI)
 RD1443'SOUTHWEST ALONG CEDAR AVENUE IN THE VILLAGE OF BARVIEW, THENCE 0.8 KM
 RD1443'(0.50 MI) WESTERLY ALONG A PAVED ROAD IN THE BARVIEW JETTY COUNTY
 RD1443'PARK, 0.3 KM (0.20 MI) EAST OF A LOOKOUT TOWER, 21.4 M (70.2 FT)
 RD1443'NORTHWEST OF THE CENTER OF THE PAVED ROAD, 18.0 M (59.1 FT) SOUTHWEST
 RD1443'OF BARVIEW RM 3, AND 14.7 M (48.2 FT) SOUTHEAST OF THE CENTER OF THE
 RD1443'ROAD.
 RD1443'THE MARK IS 1.1 METERS  E FROM  A WITNESS POST
 RD1443'THE MARK IS 0.3 M ABOVE THE ROAD.
 RD1443
 RD1443                          STATION RECOVERY (2000)
 RD1443
 RD1443'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (CLS)
 RD1443'RECOVERED AS DESCRIBED.
 RD1443
 RD1443                          STATION RECOVERY (2002)
 RD1443
 RD1443'RECOVERY NOTE BY US POWER SQUADRON 2002 (RH)
 RD1443'RECOVERED IN GOOD CONDITION.
 RD1443
 RD1443                          STATION RECOVERY (2007)
 RD1443
 RD1443'RECOVERY NOTE BY US POWER SQUADRON 2007 (DMJ)
 RD1443'RECOVERED IN GOOD CONDITION.
 RD1443
 RD1443                          STATION RECOVERY (2008)
 RD1443
 RD1443'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2008 (MRY)
 RD1443'STATION IS LOCATED IN A SMALL COPSE OF PINE TREES.  POOR GPS, BUT
 RD1443'USABLE WITH CAREFUL PLANNING.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2014 ***********************************************************************
 RD2014  DESIGNATION -  BARVIEW COAST GUARD LOOKOUT
 RD2014  PID         -  RD2014
 RD2014  STATE/COUNTY-  OR/TILLAMOOK
 RD2014  USGS QUAD   -  GARIBALDI (1985)
 RD2014
 RD2014                         *CURRENT SURVEY CONTROL
 RD2014  ___________________________________________________________________
 RD2014* NAD 83(1991)-  45 34 09.64297(N)    123 57 07.54229(W)     ADJUSTED  
 RD2014* NAVD 88     -              **(meters)            **(feet)            
 RD2014  ___________________________________________________________________
 RD2014  LAPLACE CORR-          24.13  (seconds)                    DEFLEC99
 RD2014  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 RD2014  HORZ ORDER  -  THIRD
 RD2014
 RD2014.The horizontal coordinates were established by classical geodetic methods
 RD2014.and adjusted by the National Geodetic Survey in October 1991.
 RD2014
 RD2014
 RD2014.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2014
 RD2014.The geoid height was determined by GEOID03.
 RD2014
 RD2014;                    North         East     Units Scale Factor Converg.
 RD2014;SPC OR N     -   217,186.741 2,230,626.148   MT  0.99991900   -2 26 53.4
 RD2014;SPC OR N     -   712,554.92  7,318,327.26   iFT  0.99991900   -2 26 53.4
 RD2014;UTM  10      - 5,046,641.419   425,707.285   MT  0.99966786   -0 40 47.7
 RD2014
 RD2014                          SUPERSEDED SURVEY CONTROL
 RD2014
 RD2014  NAD 83(1986)-  45 34 09.67336(N)    123 57 07.53358(W) AD(       ) 4
 RD2014  NAD 27      -  45 34 10.30100(N)    123 57 03.05700(W) AD(       ) 3
 RD2014
 RD2014.Superseded values are not recommended for survey control.
 RD2014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2014.See file dsdata.txt to determine how the superseded data were derived.
 RD2014
 RD2014_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR2570746641(NAD 83)
 RD2014
 RD2014  HISTORY     - Date     Condition        Report By
 RD2014  HISTORY     - 1926     MONUMENTED       CGS
 RD2014  HISTORY     - 1934     SEE DESCRIPTION  ORGS
 RD2014  HISTORY     - 1954     SEE DESCRIPTION  CGS
 RD2014
 RD2014                          STATION DESCRIPTION
 RD2014
 RD2014'DESCRIBED BY OREGON GEODETIC SURVEY 1934
 RD2014'THE STATION IS THE CENTER OF THE WOODEN COAST GUARD LOOKOUT
 RD2014'TOWER.  ON THE N JETTY AT THE ENTRANCE TO TILLAMOOK BAY, AND
 RD2014'ABOUT 0.4 MILE W OF BARVIEW VILLAGE.
 RD2014
 RD2014                          STATION RECOVERY (1954)
 RD2014
 RD2014'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (FN)
 RD2014'THE OFFICER IN CHARGE OF THE COAST GUARD STATION STATED THAT
 RD2014'THE TOWER STANDING IN 1926 WAS RAZED AND A NEW TOWER ERECTED IN
 RD2014'THE SAME GENERAL AREA.  THE STATION SHOULD BE CONSIDERED
 RD2014'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1444 ***********************************************************************
 RD1444  DESIGNATION -  BARVIEW RM 2
 RD1444  PID         -  RD1444
 RD1444  STATE/COUNTY-  OR/TILLAMOOK
 RD1444  USGS QUAD   -  GARIBALDI (1985)
 RD1444
 RD1444                         *CURRENT SURVEY CONTROL
 RD1444  ___________________________________________________________________
 RD1444* NAD 83(1986)-  45 34 13.     (N)    123 57 10.     (W)     SCALED    
 RD1444* NAVD 88     -         4.408  (meters)      14.46   (feet)  ADJUSTED  
 RD1444  ___________________________________________________________________
 RD1444  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 RD1444  DYNAMIC HT  -           4.408 (meters)      14.46  (feet)  COMP
 RD1444  MODELED GRAV-     980,687.7   (mgal)                       NAVD 88
 RD1444
 RD1444  VERT ORDER  -  FIRST     CLASS II
 RD1444
 RD1444.The horizontal coordinates were scaled from a topographic map and have
 RD1444.an estimated accuracy of +/- 6 seconds.
 RD1444
 RD1444.The orthometric height was determined by differential leveling
 RD1444.and adjusted in June 1991.
 RD1444
 RD1444.The geoid height was determined by GEOID03.
 RD1444
 RD1444.The dynamic height is computed by dividing the NAVD 88
 RD1444.geopotential number by the normal gravity value computed on the
 RD1444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1444.degrees latitude (g = 980.6199 gals.).
 RD1444
 RD1444.The modeled gravity was interpolated from observed gravity values.
 RD1444
 RD1444;                    North         East    Units  Estimated Accuracy
 RD1444;SPC OR N     -   217,290.    2,230,580.      MT  (+/- 180 meters Scaled)
 RD1444
 RD1444                          SUPERSEDED SURVEY CONTROL
 RD1444
 RD1444.No superseded survey control is available for this station.
 RD1444
 RD1444_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR256467(NAD 83)
 RD1444_MARKER: DR = REFERENCE MARK DISK
 RD1444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD1444_SP_SET: CONCRETE POST
 RD1444_STAMPING: BARVIEW NO 2 1926
 RD1444_MARK LOGO: CGS   
 RD1444_PROJECTION: FLUSH
 RD1444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD1444+STABILITY: SURFACE MOTION
 RD1444
 RD1444  HISTORY     - Date     Condition        Report By
 RD1444  HISTORY     - 1926     MONUMENTED       CGS
 RD1444  HISTORY     - 1987     GOOD             NGS
 RD1444  HISTORY     - 20020602 MARK NOT FOUND   USPSQD
 RD1444
 RD1444                          STATION DESCRIPTION
 RD1444
 RD1444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 RD1444'19.8 KM (12.30 MI) NORTH FROM TILLAMOOK.
 RD1444'18.8 KM (11.70 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM ITS
 RD1444'JUNCTION WITH STATE HIGHWAY 6 IN TILLAMOOK, THENCE 0.2 KM (0.10 MI)
 RD1444'SOUTHWEST ALONG CEDAR AVENUE IN THE VILLAGE OF BARVIEW, THENCE 0.8 KM
 RD1444'(0.50 MI) WESTERLY ALONG A PAVED ROAD IN THE BARVIEW JETTY COUNTY
 RD1444'PARK, 0.3 KM (0.20 MI) EAST OF A LOOKOUT TOWER, 16.8 M (55.1 FT)
 RD1444'SOUTH-SOUTHEAST OF THE CENTER OF THE ROAD, 15.3 M (50.2 FT) SOUTHEAST
 RD1444'OF TRIANGULATION STATION BARVIEW, AND 8.0 M (26.2 FT) NORTHWEST OF
 RD1444'THE CENTER OF A PAVED ROAD.
 RD1444'THE MARK IS 0.6 METERS  E FROM  A WITNESS POST
 RD1444'THE MARK IS 0.3 M ABOVE THE ROAD.
 RD1444
 RD1444                          STATION RECOVERY (2002)
 RD1444
 RD1444'RECOVERY NOTE BY US POWER SQUADRON 2002 (RH)
 RD1444'RECOVERED IN POOR CONDITION.  THE WITNESS POST AND CONCRETE MONUMENT
 RD1444'WERE FOUND, BUT THE REFERENCE DISK HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1445 ***********************************************************************
 RD1445  DESIGNATION -  BARVIEW RM 3
 RD1445  PID         -  RD1445
 RD1445  STATE/COUNTY-  OR/TILLAMOOK
 RD1445  USGS QUAD   -  GARIBALDI (1985)
 RD1445
 RD1445                         *CURRENT SURVEY CONTROL
 RD1445  ___________________________________________________________________
 RD1445* NAD 83(1986)-  45 34 15.     (N)    123 57 10.     (W)     SCALED    
 RD1445* NAVD 88     -         4.885  (meters)      16.03   (feet)  ADJUSTED  
 RD1445  ___________________________________________________________________
 RD1445  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 RD1445  DYNAMIC HT  -           4.885 (meters)      16.03  (feet)  COMP
 RD1445  MODELED GRAV-     980,687.8   (mgal)                       NAVD 88
 RD1445
 RD1445  VERT ORDER  -  FIRST     CLASS II
 RD1445
 RD1445.The horizontal coordinates were scaled from a topographic map and have
 RD1445.an estimated accuracy of +/- 6 seconds.
 RD1445
 RD1445.The orthometric height was determined by differential leveling
 RD1445.and adjusted in June 1991.
 RD1445
 RD1445.The geoid height was determined by GEOID03.
 RD1445
 RD1445.The dynamic height is computed by dividing the NAVD 88
 RD1445.geopotential number by the normal gravity value computed on the
 RD1445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1445.degrees latitude (g = 980.6199 gals.).
 RD1445
 RD1445.The modeled gravity was interpolated from observed gravity values.
 RD1445
 RD1445;                    North         East    Units  Estimated Accuracy
 RD1445;SPC OR N     -   217,350.    2,230,580.      MT  (+/- 180 meters Scaled)
 RD1445
 RD1445                          SUPERSEDED SURVEY CONTROL
 RD1445
 RD1445.No superseded survey control is available for this station.
 RD1445
 RD1445_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR256468(NAD 83)
 RD1445_MARKER: DR = REFERENCE MARK DISK
 RD1445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD1445_SP_SET: CONCRETE POST
 RD1445_STAMPING: BARVIEW NO 3 1954
 RD1445_MARK LOGO: CGS   
 RD1445_PROJECTION: PROJECTING 5 CENTIMETERS
 RD1445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD1445+STABILITY: SURFACE MOTION
 RD1445_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RD1445+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2007
 RD1445
 RD1445  HISTORY     - Date     Condition        Report By
 RD1445  HISTORY     - 1954     MONUMENTED       CGS
 RD1445  HISTORY     - 1987     GOOD             NGS
 RD1445  HISTORY     - 20020602 MARK NOT FOUND   USPSQD
 RD1445  HISTORY     - 20070224 GOOD             USPSQD
 RD1445
 RD1445                          STATION DESCRIPTION
 RD1445
 RD1445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 RD1445'19.8 KM (12.30 MI) NORTH FROM TILLAMOOK.
 RD1445'18.8 KM (11.70 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM ITS
 RD1445'JUNCTION WITH STATE HIGHWAY 6 IN TILLAMOOK, THENCE 0.2 KM (0.10 MI)
 RD1445'SOUTHWESTERLY ALONG CEDAR AVENUE IN THE VILLAGE OF BARVIEW, THENCE
 RD1445'0.8 KM (0.50 MI) WESTERLY ALONG A PAVED ROAD IN THE BARVIEW JETTY
 RD1445'COUNTY PARK, 0.3 KM (0.20 MI) EAST OF A LOOKOUT TOWER, 30.5 M (100.1
 RD1445'FT) NORTHWEST OF THE CENTER OF THE PAVED ROAD, 18.0 M (59.1 FT)
 RD1445'NORTHEAST OF TRIANGULATION STATION BARVIEW, AND 7.3 M (24.0 FT)
 RD1445'SOUTHEAST OF THE CENTER OF THE ROAD.
 RD1445'THE MARK IS 0.6 METERS  SE FROM  A WITNESS POST
 RD1445'THE MARK IS 0.3 M ABOVE THE ROAD.
 RD1445
 RD1445                          STATION RECOVERY (2002)
 RD1445
 RD1445'RECOVERY NOTE BY US POWER SQUADRON 2002 (RH)
 RD1445'A METAL POST WAS FOUND, BUT THE WITNESS INFORMATION HAD BEEN REMOVED
 RD1445'AND POST BENT OVER.  NO REFERENCE DISK MARK WAS FOUND.
 RD1445
 RD1445                          STATION RECOVERY (2007)
 RD1445
 RD1445'RECOVERY NOTE BY US POWER SQUADRON 2007 (DMJ)
 RD1445'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1147 ***********************************************************************
 NZ1147  DESIGNATION -  BASELINE MON N 51900 E 88000
 NZ1147  PID         -  NZ1147
 NZ1147  STATE/COUNTY-  OR/JACKSON
 NZ1147  USGS QUAD   -  SAMS VALLEY (1983)
 NZ1147
 NZ1147                         *CURRENT SURVEY CONTROL
 NZ1147  ___________________________________________________________________
 NZ1147* NAD 83(1991)-  42 25 31.72041(N)    122 54 01.37708(W)     ADJUSTED  
 NZ1147* NAVD 88     -       381.     (meters)    1250.     (feet)  SCALED    
 NZ1147  ___________________________________________________________________
 NZ1147  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 NZ1147  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 NZ1147  HORZ ORDER  -  SECOND
 NZ1147
 NZ1147.The horizontal coordinates were established by classical geodetic methods
 NZ1147.and adjusted by the National Geodetic Survey in October 1991.
 NZ1147
 NZ1147.The orthometric height was scaled from a topographic map.
 NZ1147
 NZ1147.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ1147
 NZ1147.The geoid height was determined by GEOID03.
 NZ1147
 NZ1147;                    North         East     Units Scale Factor Converg.
 NZ1147;SPC OR S     -    87,122.817 1,302,488.174   MT  0.99997807   -1 38 32.0
 NZ1147;SPC OR S     -   285,836.01  4,273,255.16   iFT  0.99997807   -1 38 32.0
 NZ1147;UTM  10      - 4,697,023.112   508,194.896   MT  0.99960083   +0 04 01.9
 NZ1147
 NZ1147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NZ1147!SPC OR S     -   0.99994406  x   0.99997807  =   0.99992213
 NZ1147!UTM  10      -   0.99994406  x   0.99960083  =   0.99954492
 NZ1147
 NZ1147                          SUPERSEDED SURVEY CONTROL
 NZ1147
 NZ1147  NAD 83(1986)-  42 25 31.70977(N)    122 54 01.39000(W) AD(       ) 2
 NZ1147  NAD 27      -  42 25 32.25872(N)    122 53 57.24294(W) AD(       ) 2
 NZ1147
 NZ1147.Superseded values are not recommended for survey control.
 NZ1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1147.See file dsdata.txt to determine how the superseded data were derived.
 NZ1147
 NZ1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM0819597023(NAD 83)
 NZ1147
 NZ1147  HISTORY     - Date     Condition        Report By
 NZ1147  HISTORY     - 1968     MONUMENTED       OR-029
 NZ1147
 NZ1147                          STATION DESCRIPTION
 NZ1147
 NZ1147'DESCRIBED BY JACKSON COUNTY OREGON 1968
 NZ1147'SEE STATION ROGUE WEST BASE USE
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2521 ***********************************************************************
 RC2521  DESIGNATION -  BASIN
 RC2521  PID         -  RC2521
 RC2521  STATE/COUNTY-  OR/GILLIAM
 RC2521  USGS QUAD   -  SUNDALE NW (1971)
 RC2521
 RC2521                         *CURRENT SURVEY CONTROL
 RC2521  ___________________________________________________________________
 RC2521* NAD 83(1991)-  45 39 45.03511(N)    120 29 56.12842(W)     ADJUSTED  
 RC2521* NAVD 88     -       150.9    (meters)     495.     (feet)  VERTCON   
 RC2521  ___________________________________________________________________
 RC2521  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 RC2521  GEOID HEIGHT-         -21.53  (meters)                     GEOID03
 RC2521  HORZ ORDER  -  THIRD
 RC2521
 RC2521.The horizontal coordinates were established by classical geodetic methods
 RC2521.and adjusted by the National Geodetic Survey in October 1991.
 RC2521
 RC2521.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC2521.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC2521
 RC2521.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2521
 RC2521.The geoid height was determined by GEOID03.
 RC2521
 RC2521;                    North         East     Units Scale Factor Converg.
 RC2521;SPC OR N     -   221,784.741 2,500,083.806   MT  0.99993170   +0 00 02.7
 RC2521;SPC OR N     -   727,640.23  8,202,374.69   iFT  0.99993170   +0 00 02.7
 RC2521;SPC WA S     -    36,588.611   500,083.816   MT  1.00004309   +0 00 02.8
 RC2521;SPC WA S     -   120,041.13  1,640,691.65   sFT  1.00004309   +0 00 02.8
 RC2521;UTM  10      - 5,059,593.628   694,836.763   MT  1.00006673   +1 47 21.9
 RC2521
 RC2521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2521!SPC OR N     -   0.99997972  x   0.99993170  =   0.99991142
 RC2521!SPC WA S     -   0.99997972  x   1.00004309  =   1.00002281
 RC2521!UTM  10      -   0.99997972  x   1.00006673  =   1.00004645
 RC2521
 RC2521|---------------------------------------------------------------------|
 RC2521| PID    Reference Object                     Distance      Geod. Az  |
 RC2521|                                                           dddmmss.s |
 RC2521| CF4429 BASIN RM 1                           13.240 METERS 05832     |
 RC2521| CF4430 BASIN RM 2                           12.366 METERS 30322     |
 RC2521| RC2610 MAC                                 APPROX. 3.6 KM 3033743.4 |
 RC2521|---------------------------------------------------------------------|
 RC2521
 RC2521                          SUPERSEDED SURVEY CONTROL
 RC2521
 RC2521  NAD 83(1986)-  45 39 45.04567(N)    120 29 56.12180(W) AD(       ) 3
 RC2521  NAD 27      -  45 39 45.58900(N)    120 29 51.93900(W) AD(       ) 3
 RC2521  NGVD 29 (07/19/86)  149.9    (m)          492.     (f) VERT ANG    3  
 RC2521
 RC2521.Superseded values are not recommended for survey control.
 RC2521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2521.See file dsdata.txt to determine how the superseded data were derived.
 RC2521
 RC2521_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR9483759594(NAD 83)
 RC2521_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RC2521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC2521
 RC2521  HISTORY     - Date     Condition        Report By
 RC2521  HISTORY     - 1946     MONUMENTED       CGS
 RC2521  HISTORY     - 1974     SEE DESCRIPTION  NGS
 RC2521
 RC2521                          STATION DESCRIPTION
 RC2521
 RC2521'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JCT)
 RC2521'THE STATION IS LOCATED 4.25 MILES BY ROAD SOUTH OF QUINTON, ABOUT
 RC2521'2.5 MILES AIRLINE SOUTH OF THE COLUMBIA RIVER, 12 MILES AIRLINE
 RC2521'EAST-SOUTHEAST OF RUFUS AND ABOUT 11 MILES AIRLINE NORTHEAST OF
 RC2521'WASCO.  IT IS ON A LOW PROMINENT KNOLL IN A FLAT BASIN ON THE
 RC2521'NORTHEAST SIDE OF THE JOHN DAY RIVER ABOUT 50 YARDS SOUTH OF
 RC2521'THE HIGHEST POINT OF THE KNOLL AND 0.1 MILE EAST NORTHEAST OF
 RC2521'THE ROAD.  IT IS STAMPED BASIN 1946 AND PROJECTS ABOUT THREE
 RC2521'INCHES.
 RC2521'
 RC2521'REFERENCE MARK NUMBER ONE IS EAST NORTHEAST OF THE STATION,
 RC2521'STAMPED BASIN NO.1 1946 AND PROJECTS ABOUT THREE INCHES.
 RC2521'
 RC2521'REFERENCE MARK NO.2 IS NORTHWEST OF THE STATION, STAMPED BASIN
 RC2521'NO.2 1946 AND PROJECTS ABOUT 3 INCHES.
 RC2521'
 RC2521'THE AZIMUTH MARK FOR THIS STATION IS TRIANGULATION STATION MAC.
 RC2521'
 RC2521'SUBSTITUTE STATION IS CENTERLINE INTERSECTION OF ROADS NEAR
 RC2521'AIRSTRIP.
 RC2521'
 RC2521'TO REACH THE STATION FROM THE RAILROAD STATION IN QUINTON, GO
 RC2521'SOUTH EAST ON A DIRT ROAD LEADING UP THE CANYON FOR 1.2 MILES
 RC2521'TO THE HEAD OF THE CANYON AND FORKS, TAKE THE RIGHT FORK WESTERLY
 RC2521'FOR 1.05 MILES TO A ROAD LEFT.  HERE TURN LEFT AND FOLLOW ROAD
 RC2521'DOWN AND ACROSS A SMALL DRAW, THEN FOLLOW ROAD 0.2 MILE TO A WIRE
 RC2521'GATE.  PASS THROUGH GATE AND CONTINUE 0.35 MILE TO ANOTHER WIRE
 RC2521'GATE.  PASS THROUGH GATE AND CONTINUE 0.2 MILE TO A FORK.  TAKE
 RC2521'THE LEFT FORK AND GO 1.35 MILE TO A SMALL KNOLL ON THE LEFT.
 RC2521'HERE TURN LEFT OFF THE ROAD AND GO 0.1 MILE TO TOP OF THE KNOLL
 RC2521'AND THE STATION.
 RC2521
 RC2521                          STATION RECOVERY (1974)
 RC2521
 RC2521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 RC2521'THE STATION MARK, AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 RC2521'CONDITION AS DESCRIBED.  A METAL WITNESS POST WAS PLACED 2 FEET
 RC2521'SOUTH OF THE STATION MARK.  SOME DIFFERENCES WERE FOUND IN THE
 RC2521'ORIGINAL TO REACH.  A NEW TO REACH FOLLOWS.
 RC2521'
 RC2521'TO REACH THE STATION, OBTAIN A KEY FROM A BONNEVILLE POWER
 RC2521'OFFICE, FROM QUINTON GO EAST ON INTERSTATE 80N FOR 1.8 MILES TO
 RC2521'PHILLIPI ROAD, TURN RIGHT, AND GO SOUTH, UP THE CANYON, ON
 RC2521'PHILLIPI ROAD FOR 1.25 MILES TO A FORK, TAKE THE RIGHT FORK, AND
 RC2521'GO WEST ON THE GRAVELED ROAD FOR 1.0 MILE TO A TRACK ROAD LEFT,
 RC2521'ACROSS A DRAW, TURN LEFT, AND GO SOUTHWEST FOR 0.2 MILE TO A
 RC2521'LOCKED GATE, PASS THRU THE GATE, AND GO SOUTHWEST ON THE TRACK
 RC2521'ROAD FOR 0.4 MILE TO A GATE IN AN EAST-WEST FENCE LINE, PASS
 RC2521'THRU THE GATE, AND GO SOUTH, AND SOUTH-EAST ON THE TRACK ROAD IN
 RC2521'THE PASTURE FOR 1.2 MILES TO A FORK, HERE LEAVE THE TRACK ROAD
 RC2521'BY TURNING LEFT, AND GO EAST ACROSS COUNTRY FOR 0.1 MILE TO
 RC2521'THE SUMMIT OF A BENCH THAT IS NORTHWEST OF A BASIN, AND THE
 RC2521'STATION.
 RC2521'
 RC2521'TRIANGULATION STATION MAC 1946, WHICH WAS USED FOR THE AZIMUTH
 RC2521'MARK, WAS ALSO RECOVERED THIS DATE.  SEE RECOVERY NOTE THEREOF.
 RC2521'
 RC2521'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RC2521'3 MILES SOUTH OF QUINTON.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0318 ***********************************************************************
 NW0318  DESIGNATION -  BAT ET
 NW0318  PID         -  NW0318
 NW0318  STATE/COUNTY-  OR/MALHEUR
 NW0318  USGS QUAD   -  THREEMILE HILL (1969)
 NW0318
 NW0318                         *CURRENT SURVEY CONTROL
 NW0318  ___________________________________________________________________
 NW0318* NAD 83(1991)-  42 52 47.12406(N)    117 27 30.44747(W)     ADJUSTED  
 NW0318* NAVD 88     -      1249.81   (+/-2cm)    4100.4    (feet)  VERTCON   
 NW0318  ___________________________________________________________________
 NW0318  LAPLACE CORR-           6.00  (seconds)                    DEFLEC99
 NW0318  GEOID HEIGHT-         -17.73  (meters)                     GEOID03
 NW0318  HORZ ORDER  -  SECOND
 NW0318  VERT ORDER  -  THIRD ? (See Below)
 NW0318
 NW0318.The horizontal coordinates were established by classical geodetic methods
 NW0318.and adjusted by the National Geodetic Survey in October 1991.
 NW0318
 NW0318.The NAVD 88 height was computed by applying the VERTCON shift value to
 NW0318.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NW0318.The vertical order pertains to the NGVD 29 superseded value.
 NW0318
 NW0318.The Laplace correction was computed from DEFLEC99 derived deflections.
 NW0318
 NW0318.The geoid height was determined by GEOID03.
 NW0318
 NW0318;                    North         East     Units Scale Factor Converg.
 NW0318;SPC OR S     -   139,264.387 1,748,415.709   MT  0.99990725   +2 04 51.1
 NW0318;SPC OR S     -   456,904.16  5,736,272.01   iFT  0.99990725   +2 04 51.1
 NW0318;UTM  11      - 4,747,564.051   462,559.060   MT  0.99961725   -0 18 43.1
 NW0318
 NW0318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NW0318!SPC OR S     -   0.99980682  x   0.99990725  =   0.99971408
 NW0318!UTM  11      -   0.99980682  x   0.99961725  =   0.99942414
 NW0318
 NW0318|---------------------------------------------------------------------|
 NW0318| PID    Reference Object                     Distance      Geod. Az  |
 NW0318|                                                           dddmmss.s |
 NW0318| CD6738 BAT RM 1                             24.274 METERS 04833     |
 NW0318| NW0317 89 FMK                               19.986 METERS 14047     |
 NW0318| NW0344 92 FMK                              APPROX. 4.6 KM 2614701.5 |
 NW0318|---------------------------------------------------------------------|
 NW0318
 NW0318                          SUPERSEDED SURVEY CONTROL
 NW0318
 NW0318  NAD 83(1986)-  42 52 47.12671(N)    117 27 30.44552(W) AD(       ) 2
 NW0318  NAD 27      -  42 52 47.56722(N)    117 27 26.90192(W) AD(       ) 2
 NW0318  NGVD 29 (07/19/86) 1248.76   (m)         4097.0    (f) LEVELING    3  
 NW0318
 NW0318.Superseded values are not recommended for survey control.
 NW0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0318.See file dsdata.txt to determine how the superseded data were derived.
 NW0318
 NW0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH6255947564(NAD 83)
 NW0318_MARKER: DD = SURVEY DISK
 NW0318_SETTING: 80 = SET IN A BOULDER
 NW0318_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 NW0318
 NW0318  HISTORY     - Date     Condition        Report By
 NW0318  HISTORY     - 1969     MONUMENTED       USGS
 NW0318
 NW0318                          STATION DESCRIPTION
 NW0318
 NW0318'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 NW0318'LOCATED 23.6 MI W. OF JORDAN VALLEY POST OFFICE ALONG U.S. HWY.
 NW0318'95.  0.4 MI E. OF MILEPOST 44.  100 FT N. OF CENTERLINE OF HWY., 20
 NW0318'FT NE. OF FENCE CORNER.
 NW0318'
 NW0318'UNDERGROUND MARK--STANDARD TABLET STAMPED---BAT 1969---, SET IN
 NW0318'CONCRETE.
 NW0318'
 NW0318'RM 1--STANDARD TABLET STAMPED---NO 1 1969---, SET IN CONCRETE POST,
 NW0318'1.0 FT BELOW STATION MARK.
 NW0318'
 NW0318'RM 2--ALUMINUM BM TABLET STAMPED---89 FMK 1968 4097---, SET IN ROCK
 NW0318'OUTCROP, LEVEL WITH STATION MARK.
 NW0318'
 NW0318'HEIGHT OF INSTRUMENT ABOVE STATION MARK--4.3 FT
 NW0318'
 NW0318'STATION MARK--STANDARD ALUMINUM TABLET
 NW0318'STAMPED---BAT ET 1969---, CEMENTED IN DRILL HOLE IN BOULDER.
 NW0318'
 NW0318'RM 1--STANDARD BRASS RM TABLET STAMPED---NO 1 1969---, CEMENTED IN
 NW0318'DRILL HOLE IN BOULDER, 1.0 FT BELOW STATION MARK.
 NW0318'
 NW0318'RM 2--DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC1040 ***********************************************************************
 PC1040  DESIGNATION -  BATEMAN
 PC1040  PID         -  PC1040
 PC1040  STATE/COUNTY-  OR/DOUGLAS
 PC1040  USGS QUAD   -  KELLY BUTTE (1990)
 PC1040
 PC1040                         *CURRENT SURVEY CONTROL
 PC1040  ___________________________________________________________________
 PC1040* NAD 83(1991)-  43 25 30.35004(N)    123 40 03.17019(W)     ADJUSTED  
 PC1040* NAVD 88     -       707.3    (meters)    2321.     (feet)  VERTCON   
 PC1040  ___________________________________________________________________
 PC1040  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 PC1040  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 PC1040  HORZ ORDER  -  SECOND
 PC1040
 PC1040.The horizontal coordinates were established by classical geodetic methods
 PC1040.and adjusted by the National Geodetic Survey in October 1991.
 PC1040
 PC1040.The NAVD 88 height was computed by applying the VERTCON shift value to
 PC1040.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PC1040
 PC1040.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC1040
 PC1040.The geoid height was determined by GEOID03.
 PC1040
 PC1040;                    North         East     Units Scale Factor Converg.
 PC1040;SPC OR S     -   200,181.400 1,243,588.441   MT  0.99990461   -2 10 01.4
 PC1040;SPC OR S     -   656,763.12  4,080,014.57   iFT  0.99990461   -2 10 01.4
 PC1040;UTM  10      - 4,808,239.263   445,965.852   MT  0.99963591   -0 27 32.0
 PC1040
 PC1040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC1040!SPC OR S     -   0.99989279  x   0.99990461  =   0.99979741
 PC1040!UTM  10      -   0.99989279  x   0.99963591  =   0.99952874
 PC1040
 PC1040|---------------------------------------------------------------------|
 PC1040| PID    Reference Object                     Distance      Geod. Az  |
 PC1040|                                                           dddmmss.s |
 PC1040| CD9019 BATEMAN 2 RM 1                        5.142 METERS 02942     |
 PC1040| PC0971 YELLOW                              APPROX.25.3 KM 0573858.0 |
 PC1040| PC1041 BATEMAN LOOKOUT TOWER                 4.577 METERS 20509     |
 PC1040| CD9020 BATEMAN RM 2                          8.660 METERS 26304     |
 PC1040|---------------------------------------------------------------------|
 PC1040
 PC1040                          SUPERSEDED SURVEY CONTROL
 PC1040
 PC1040  NAD 83(1986)-  43 25 30.35102(N)    123 40 03.20221(W) AD(       ) 2
 PC1040  NAD 27      -  43 25 30.93700(N)    123 39 58.86400(W) AD(       ) 2
 PC1040  NGVD 29 (07/19/86)  706.2    (m)         2317.     (f) VERT ANG    3  
 PC1040
 PC1040.Superseded values are not recommended for survey control.
 PC1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC1040.See file dsdata.txt to determine how the superseded data were derived.
 PC1040
 PC1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP4596608239(NAD 83)
 PC1040_MARKER: Z = SEE DESCRIPTION
 PC1040_SETTING: 0 = UNSPECIFIED SETTING
 PC1040
 PC1040  HISTORY     - Date     Condition        Report By
 PC1040  HISTORY     - 1943     MONUMENTED       CGS
 PC1040  HISTORY     - 1953     SEE DESCRIPTION  CGS
 PC1040
 PC1040                          STATION DESCRIPTION
 PC1040
 PC1040'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (JCS)
 PC1040'STATION IS LOCATED ABOUT 22.0 MILES AIRLINE NW FROM ROSEBURG,
 PC1040'18.0 MILES W FROM SUTHERLIN, AND ABOUT 24.0 MILES SW FROM
 PC1040'DRAIN ON THE E POINT OF A TIMBER-COVERED RIDGE, AND ABOUT 100.0
 PC1040'FEET LOWER THAN A RIDGE 0.1 MILE W OF STATION.  IT IS 5.400
 PC1040'METERS SW FROM CENTER OF BATEMAN LOOKOUT.
 PC1040'
 PC1040'STATION IS MARKED BY A BRONZE STATION DISK STAMPED BATEMAN
 PC1040'1942 AND BRAZED TO THE TOP OF A 3-INCH IRON PIPE PROJECTING 8
 PC1040'INCHES ABOVE THE GROUND.
 PC1040'
 PC1040'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK BRAZED TO A 3-INCH
 PC1040'IRON PIPE.  PIPE IS SET IN GROUND, PROJECTING ABOUT 18.0 INCHES
 PC1040'AND ABOUT 6 FEET LOWER THAN STATION.  IT IS NE OF STATION AND
 PC1040'STAMPED BATEMAN NO. 1 1942.
 PC1040'
 PC1040'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK BRAZED TO A
 PC1040'3-INCH IRON PIPE.  PIPE IS SET IN GROUND, PROJECTING ABOUT
 PC1040'18.0 INCHES AND ABOUT 2 FEET LOWER THAN MARK.  IT IS W OF
 PC1040'STATION AND STAMPED BATEMAN NO. 2 1942.
 PC1040'
 PC1040'STATION IS REACHED FROM WILBUR BY GOING N ON U.S. HIGHWAY 99
 PC1040'FOR 3.2 MILES TO STATE HIGHWAY 225 TO THE LEFT.  TURN LEFT ON
 PC1040'HIGHWAY 225 AND FOLLOW 14.3 MILES TO BRIDGE ACROSS LARGE RIVER,
 PC1040'TURN LEFT ACROSS RIVER, LEAVING HIGHWAY 225, AND GO 0.1 MILE TO
 PC1040'W SIDE OF RIVER.  TURN LEFT AND GO 6.9 MILES UP RIVER
 PC1040'TO FORK AT OLD WOOD SHED, KEEP LEFT FORK 1.0 MILE TO FARM GATE,
 PC1040'PASS THROUGH GATE AND GO 0.1 MILE THROUGH FARMYARD TO FORK,
 PC1040'TAKE RIGHT FORK AND FOLLOW FOR 0.7 MILE TO FORK.  KEEP
 PC1040'STRAIGHT AHEAD ON RIGHT FORK 1.0 MILE TO FORK (SIGN OLD BLUE
 PC1040'ROAD, WOLF CR.), TAKE RIGHT FORK AND FOLLOW FOR 7.3
 PC1040'MILES TO END OF ROAD AND END OF TRUCK TRAVEL.  TAKE TRAIL W
 PC1040'UP STEEP HILL TO SIGN ON TREE (BATEMAN), TAKE LEFT-HAND
 PC1040'TRAIL AND FOLLOW TO SIGN ON TREE (LAKE CR.), TAKE LEFT FORK
 PC1040'AND FOLLOW UP AND DOWN RIDGE TO LOOKOUT AND STATION.
 PC1040
 PC1040                          STATION RECOVERY (1953)
 PC1040
 PC1040'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CTH)
 PC1040'ALL MARKS WERE FOUND MOVED FROM THEIR ORIGINAL LOCATION.  BATEMAN
 PC1040'2 WAS ESTABLISHED IN THE NEAR VICINITY OF ORIGINAL STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC1039 ***********************************************************************
 PC1039  DESIGNATION -  BATEMAN 2
 PC1039  PID         -  PC1039
 PC1039  STATE/COUNTY-  OR/DOUGLAS
 PC1039  USGS QUAD   -  KELLY BUTTE (1990)
 PC1039
 PC1039                         *CURRENT SURVEY CONTROL
 PC1039  ___________________________________________________________________
 PC1039* NAD 83(1991)-  43 25 30.33293(N)    123 40 03.17156(W)     ADJUSTED  
 PC1039* NAVD 88     -       707.9    (meters)    2323.     (feet)  VERTCON   
 PC1039  ___________________________________________________________________
 PC1039  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 PC1039  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 PC1039  HORZ ORDER  -  SECOND
 PC1039
 PC1039.The horizontal coordinates were established by classical geodetic methods
 PC1039.and adjusted by the National Geodetic Survey in October 1991.
 PC1039
 PC1039.The NAVD 88 height was computed by applying the VERTCON shift value to
 PC1039.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PC1039
 PC1039.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC1039
 PC1039.The geoid height was determined by GEOID03.
 PC1039
 PC1039;                    North         East     Units Scale Factor Converg.
 PC1039;SPC OR S     -   200,180.873 1,243,588.390   MT  0.99990461   -2 10 01.4
 PC1039;SPC OR S     -   656,761.39  4,080,014.40   iFT  0.99990461   -2 10 01.4
 PC1039;UTM  10      - 4,808,238.735   445,965.817   MT  0.99963591   -0 27 32.0
 PC1039
 PC1039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC1039!SPC OR S     -   0.99989269  x   0.99990461  =   0.99979731
 PC1039!UTM  10      -   0.99989269  x   0.99963591  =   0.99952864
 PC1039
 PC1039|---------------------------------------------------------------------|
 PC1039| PID    Reference Object                     Distance      Geod. Az  |
 PC1039|                                                           dddmmss.s |
 PC1039| CD9019 BATEMAN 2 RM 1                        8.077 METERS 16928     |
 PC1039| PC1041 BATEMAN LOOKOUT TOWER                 4.091 METERS 20754     |
 PC1039| CD9022 BATEMAN 2 RM 3                       10.308 METERS 27140     |
 PC1039| CD9021 BATEMAN 2 RM 2                        6.806 METERS 27158     |
 PC1039| PC1078 OLD BLUE                            APPROX. 9.6 KM 3594555.8 |
 PC1039|---------------------------------------------------------------------|
 PC1039
 PC1039                          SUPERSEDED SURVEY CONTROL
 PC1039
 PC1039  NAD 83(1986)-  43 25 30.33203(N)    123 40 03.19901(W) AD(       ) 2
 PC1039  NAD 27      -  43 25 30.90900(N)    123 39 58.86800(W) AD(       ) 2
 PC1039  NGVD 29 (07/19/86)  706.8    (m)         2319.     (f) VERT ANG    3  
 PC1039
 PC1039.Superseded values are not recommended for survey control.
 PC1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC1039.See file dsdata.txt to determine how the superseded data were derived.
 PC1039
 PC1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP4596608239(NAD 83)
 PC1039_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PC1039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC1039
 PC1039  HISTORY     - Date     Condition        Report By
 PC1039  HISTORY     - 1953     MONUMENTED       CGS
 PC1039  HISTORY     - 1970     SEE DESCRIPTION  NGS
 PC1039  HISTORY     - 1974     SEE DESCRIPTION  NGS
 PC1039
 PC1039                          STATION DESCRIPTION
 PC1039
 PC1039'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 PC1039'THE STATION IS LOCATED ABOUT 24 MILES SOUTHWEST OF DRAIN AND
 PC1039'22 MILES NORTHWEST OF ROSEBURG ON THE EAST EDGE OF BATEMAN BUTTE.
 PC1039'
 PC1039'TO REACH THE STATION FROM THE DEPOT IN SUTHERLIN, GO WEST AND
 PC1039'NORTHWEST ON STATE HIGHWAY 225 FOR 11.85 MILES TO A BRIDGE ON THE
 PC1039'LEFT.  TURN LEFT, CROSS UMPQUA RIVER 0.1 MILE TO A FORK.  TURN
 PC1039'LEFT, FOLLOW GRAVEL ROAD WESTERLY 8.6 MILES TO A FORK.  TURN
 PC1039'RIGHT, GO 0.15 MILE TO A GATE.  PASS THROUGH GATE, GO 0.65 MILE
 PC1039'TO A LOG YARD AND END OF GRAVEL ROAD.  CONTINUE THROUGH LOG
 PC1039'YARD, THEN UP CANYON ON A DIRT ROAD 1.75 MILES TO A ROAD LEFT
 PC1039'AT A WOODEN BRIDGE.  TURN LEFT, GO 0.4 MILE TO A FORK.  TURN
 PC1039'RIGHT, GO 5.6 MILES TO A ROAD RIGHT.  CONTINUE STRAIGHT AHEAD
 PC1039'4.85 MILES TO THE END OF THE ROAD AT THE BATEMAN LOOKOUT
 PC1039'HOUSE AND STATION.
 PC1039'
 PC1039'THE STATION MARK IS STAMPED BATEMAN 2 1953.  IT IS A STANDARD
 PC1039'DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS
 PC1039'7.4 FEET NORTH OF THE NORTHEAST CORNER OF THE LOOKOUT HOUSE.
 PC1039'
 PC1039'REFERENCE MARK 1 IS STAMPED BATEMAN 2 NO 1 1953.  IT IS A
 PC1039'STANDARD DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 3
 PC1039'INCHES.  IT IS 7 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 PC1039'LOOKOUT HOUSE.
 PC1039'
 PC1039'REFERENCE MARK 2 IS STAMPED BATEMAN 2 NO 2 1953.  IT IS A
 PC1039'STANDARD DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 3
 PC1039'INCHES.  IT IS 10 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 PC1039'LOOKOUT HOUSE.
 PC1039'
 PC1039'NO LOCATION WAS SUITABLE FOR ESTABLISHING AN AZIMUTH MARK.
 PC1039'
 PC1039'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 PC1039
 PC1039                          STATION RECOVERY (1970)
 PC1039
 PC1039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 PC1039'THE STATION MARK, AND BOTH REFERENCE MARKS WERE RECOVERED IN
 PC1039'GOOD CONDITION.  A DIFFERENCE IN THE HORIZONTAL ANGLE BETWEEN
 PC1039'THE REFERENCE MARKS WAS FOUND.  A DIFFERENCE IN THE HORIZONTAL
 PC1039'DISTANCE TO REFERENCE MARK NO. 2 WAS FOUND.  THE LOOKOUT HOUSE
 PC1039'HAS BEEN DESTROYED.  ROADS AND LANDMARKS HAVE CHANGED.  A NEW
 PC1039'AND COMPLETE DESCRIPTION FOLLOWS.
 PC1039'
 PC1039'TO REACH THE STATION FROM THE UMPQUA POST OFFICE GO NORTHWEST
 PC1039'ON TYEE ROAD FOR 12.3 MILES TO A CONCRETE BRIDGE ACROSS THE
 PC1039'UMPQUA RIVER, AND SIGN, TYEE ACCESS ROAD, TURN LEFT CROSS
 PC1039'RIVER, AND GO WESTERLY ON TYEE ROAD FOR 3.2 MILES TO BATEMAN
 PC1039'ROAD ON LEFT, TURN LEFT, LEAVE MACADAM, AND GO SOUTHWEST,
 PC1039'UPGRADE, ON BATEMAN ROAD FOR 0.4 MILE TO A SIDE ROAD RIGHT, TURN
 PC1039'RIGHT, AND CONTINUE NORTHWESTERLY ON BATEMAN ROAD FOR 2.0 MILES
 PC1039'TO A FORK, TAKE LEFT FORK, MAIN TRAVELED ROAD, WESTERLY, FOR
 PC1039'4.0 MILES TO A FORK, AND SIGN BATEMAN RIDGE ROAD, TAKE LEFT
 PC1039'FORK AS PER SIGN, AND GO SOUTHERLY FOR 4.0 MILES TO A FORK,
 PC1039'TAKE LEFT FORK, UPGRADE, AND GO EAST FOR 0.2 MILE TO THE
 PC1039'END OF THE ROAD, AND THE STATION.
 PC1039'
 PC1039'THE STATION MARK, STAMPED BATEMAN 2 1953, IS A STANDARD DISK
 PC1039'SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 1-INCH,
 PC1039'12 FEET SOUTH OF THE EDGE OF THE BLUFF, 8 FEET WEST OF THE EDGE
 PC1039'OF THE BLUFF, AND 18 INCHES WEST OF A METAL WITNESS
 PC1039'POST.  (NOTE 1A AND 7A)
 PC1039'
 PC1039'REFERENCE MARK NO. 1, STAMPED BATEMAN 2 NO 1 1953, IS A
 PC1039'STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT
 PC1039'PROJECTS 2 INCHES, 27 FEET SOUTH OF THE WITNESS POST, 4 FEET
 PC1039'WEST OF THE EDGE OF THE BLUFF, AND 1.5 FEET LOWER THAN THE
 PC1039'STATION.  (NOTE 11A)
 PC1039'
 PC1039'REFERENCE MARK NO. 2, STAMPED BATEMAN 2 NO 2 1953, IS A STANDARD
 PC1039'DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2
 PC1039'INCHES, 24 FEET WEST OF THE WITNESS POST, 12 FEET NORTH OF THE
 PC1039'END OF THE TRACK ROAD, AND 1 FOOT SOUTH OF A ROCK CAIRN.  (NOTE
 PC1039'11A)
 PC1039'
 PC1039'THE DISTANCE BETWEEN R.M. NO. 1, AND R.M. NO. 2 IS 38.13 FEET
 PC1039'OR 11.622 METERS.
 PC1039'
 PC1039'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PC1039'10 MILES NORTHWEST OF UMPQUA.
 PC1039
 PC1039                          STATION RECOVERY (1974)
 PC1039
 PC1039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 PC1039'THE STATION MARK, AND REFERENCE MARK NO. 1 WAS RECOVERED IN
 PC1039'GOOD CONDITION.  REFERENCE MARK NO. 2 HAD BEEN
 PC1039'DESTROYED.  REFERENCE MARK NO. 3 WAS ESTABLISHED.  LANDMARKS
 PC1039'HAVE CHANGED.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 PC1039'
 PC1039'THE STATION IS ON GOVERNMENT OWNED LAND IN SECTION 5, T. 22
 PC1039'S., R. 8 W.
 PC1039'
 PC1039'TO REACH THE STATION FROM THE UMPQUA POST OFFICE GO NORTHWEST
 PC1039'ON TYEE ROAD FOR 12.2 MILES TO A SIDE ROAD LEFT, AND A CONCRETE
 PC1039'BRIDGE ACROSS THE UMPQUA RIVER, TURN LEFT, CROSS THE RIVER, AND
 PC1039'GO NORTHWEST ON TYEE ROAD FOR 3.2 MILES TO BATEMAN ROAD ON THE
 PC1039'LEFT, TURN LEFT, AND GO WEST ON THE GRAVELED ROAD FOR 1.65
 PC1039'MILES TO A FORK, TAKE THE RIGHT FORK, AND GO NORTHWEST, UP THE
 PC1039'DRAW FOR 1.9 MILES TO THE JUNCTION OF 5 ROADS, AT THE CREST OF
 PC1039'THE RIDGE, TAKE THE SECOND ROAD TO THE LEFT, AND GO WEST ON
 PC1039'THE CREST OF THE RIDGE FOR 2.2 MILES TO A SIDE ROAD LEFT, TURN
 PC1039'LEFT, AND GO SOUTH ON BATEMAN RIDGE ROAD FOR 3.8 MILES TO
 PC1039'THE EAST END OF A ROCK QUARRY, AND THE END OF TRUCK TRAVEL.
 PC1039'PACK EAST UP THE ROCK LEDGE, THEN HIKE EAST TO THE BENCH,
 PC1039'AND STATION.  LENGTH OF PACK IS 20 MINUTES.
 PC1039'
 PC1039'THE STATION MARK, STAMPED BATEMAN 2 1953, IS A STANDARD DISK
 PC1039'SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 1-INCH,
 PC1039'12 FEET SOUTH OF THE RIM OF THE BLUFF, 6 FEET WEST OF THE RIM
 PC1039'OF THE BLUFF, AND 2 FEET WEST OF A METAL WITNESS POST.  (NOTE
 PC1039'1A AND 7A)
 PC1039'
 PC1039'REFERENCE MARK NO. 1, STAMPED BATEMAN 2 NO 1 1953, IS A
 PC1039'STANDARD DISK IN A 10-INCH SQUARE CONCRETE MONUMENT THAT
 PC1039'PROJECTS 2-INCHES, 27 FEET SOUTH OF THE WITNESS POST, AND 4
 PC1039'FEET WEST OF THE RIM OF THE BLUFF.  (NOTE 11A)
 PC1039'
 PC1039'REFERENCE MARK NO. 3, STAMPED BATEMAN 2 1953 NO 3 1974, IS A
 PC1039'STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT
 PC1039'PROJECTS 5-INCHES, 35 FEET WEST OF THE WITNESS POST, 4 FEET
 PC1039'SOUTH OF THE RIM OF THE BLUFF, AND 18 INCHES LOWER THAN THE
 PC1039'STATION.  (NOTE 11A)
 PC1039'
 PC1039'THERE WAS NO SUITABLE PLACE TO ESTABLISH AN AZIMUTH MARK FOR
 PC1039'THIS STATION.
 PC1039'
 PC1039'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PC1039'10 MILES NORTHWEST OF UMPQUA.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC1041 ***********************************************************************
 PC1041  DESIGNATION -  BATEMAN LOOKOUT TOWER
 PC1041  PID         -  PC1041
 PC1041  STATE/COUNTY-  OR/DOUGLAS
 PC1041  USGS QUAD   -  KELLY BUTTE (1990)
 PC1041
 PC1041                         *CURRENT SURVEY CONTROL
 PC1041  ___________________________________________________________________
 PC1041* NAD 83(1991)-  43 25 30.21579(N)    123 40 03.25666(W)     ADJUSTED  
 PC1041* NAVD 88     -       707.     (meters)    2320.     (feet)  SCALED    
 PC1041  ___________________________________________________________________
 PC1041  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 PC1041  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 PC1041  HORZ ORDER  -  THIRD
 PC1041
 PC1041.The horizontal coordinates were established by classical geodetic methods
 PC1041.and adjusted by the National Geodetic Survey in October 1991.
 PC1041
 PC1041.The orthometric height was scaled from a topographic map.
 PC1041
 PC1041.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC1041
 PC1041.The geoid height was determined by GEOID03.
 PC1041
 PC1041;                    North         East     Units Scale Factor Converg.
 PC1041;SPC OR S     -   200,177.334 1,243,586.341   MT  0.99990460   -2 10 01.5
 PC1041;SPC OR S     -   656,749.78  4,080,007.68   iFT  0.99990460   -2 10 01.5
 PC1041;UTM  10      - 4,808,235.137   445,963.875   MT  0.99963592   -0 27 32.1
 PC1041
 PC1041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC1041!SPC OR S     -   0.99989282  x   0.99990460  =   0.99979743
 PC1041!UTM  10      -   0.99989282  x   0.99963592  =   0.99952878
 PC1041
 PC1041                          SUPERSEDED SURVEY CONTROL
 PC1041
 PC1041  NAD 83(1986)-  43 25 30.21578(N)    123 40 03.28636(W) AD(       ) 4
 PC1041  NAD 27      -  43 25 30.77900(N)    123 39 58.96600(W) AD(       ) 3
 PC1041
 PC1041.Superseded values are not recommended for survey control.
 PC1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC1041.See file dsdata.txt to determine how the superseded data were derived.
 PC1041
 PC1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP4596408235(NAD 83)
 PC1041
 PC1041  HISTORY     - Date     Condition        Report By
 PC1041  HISTORY     - 1942     MONUMENTED       CGS
 PC1041  HISTORY     - 1953     SEE DESCRIPTION  CGS
 PC1041  HISTORY     - 1970     SEE DESCRIPTION  NGS
 PC1041
 PC1041                          STATION DESCRIPTION
 PC1041
 PC1041'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PC1041'SEE STATION BATEMAN
 PC1041
 PC1041                          STATION RECOVERY (1953)
 PC1041
 PC1041'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CTH)
 PC1041'THE STATION IS A WOODEN LOOKOUT HOUSE BELONGING TO THE DOUGLAS
 PC1041'COUNTY FIRE PROTECTIVE ASSOCIATION.  IT IS LOCATED ABOUT 22 MILES
 PC1041'NORTHWEST OF ROSEBURG ON THE EAST EDGE OF BATEMAN BUTTE.
 PC1041'
 PC1041'THE HOUSE IS ABOUT 15 FEET SQUARE AND 12 FEET HIGH.
 PC1041'
 PC1041'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION BATEMAN
 PC1041'2.  THE DISTANCE IS 16.045 FEET OR 4.090 METERS.
 PC1041
 PC1041                          STATION RECOVERY (1970)
 PC1041
 PC1041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 PC1041'THE STATION HAS BEEN DESTROYED.
 PC1041'
 PC1041'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PC1041'10 MILES NORTHWEST OF UMPQUA.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1788 ***********************************************************************
 QE1788  DESIGNATION -  BATES
 QE1788  PID         -  QE1788
 QE1788  STATE/COUNTY-  OR/MARION
 QE1788  USGS QUAD   -  CRABTREE (1975)
 QE1788
 QE1788                         *CURRENT SURVEY CONTROL
 QE1788  ___________________________________________________________________
 QE1788* NAD 83(1991)-  44 43 27.46639(N)    122 59 49.56730(W)     ADJUSTED  
 QE1788* NAVD 88     -       113.     (meters)     371.     (feet)  VERTCON   
 QE1788  ___________________________________________________________________
 QE1788  LAPLACE CORR-          -3.82  (seconds)                    DEFLEC99
 QE1788  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 QE1788  HORZ ORDER  -  SECOND
 QE1788
 QE1788.The horizontal coordinates were established by classical geodetic methods
 QE1788.and adjusted by the National Geodetic Survey in October 1991.
 QE1788
 QE1788.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE1788.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE1788
 QE1788.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE1788
 QE1788.The geoid height was determined by GEOID03.
 QE1788
 QE1788;                    North         East     Units Scale Factor Converg.
 QE1788;SPC OR N     -   120,582.497 2,302,215.906   MT  0.99992448   -1 46 15.3
 QE1788;SPC OR N     -   395,611.87  7,553,201.79   iFT  0.99992448   -1 46 15.3
 QE1788;UTM  10      - 4,952,323.951   500,229.497   MT  0.99960000   +0 00 07.3
 QE1788
 QE1788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE1788!SPC OR N     -   0.99998590  x   0.99992448  =   0.99991038
 QE1788!UTM  10      -   0.99998590  x   0.99960000  =   0.99958590
 QE1788
 QE1788:                Primary Azimuth Mark                     Grid Az
 QE1788:SPC OR N     -  ALBANY RAD STA KWIL FM MAST              192 37 00.2
 QE1788:UTM  10      -  ALBANY RAD STA KWIL FM MAST              190 50 37.6
 QE1788
 QE1788|---------------------------------------------------------------------|
 QE1788| PID    Reference Object                     Distance      Geod. Az  |
 QE1788|                                                           dddmmss.s |
 QE1788| QE2023 ALBANY RAD STA KWIL FM MAST         APPROX. 7.9 KM 1905044.9 |
 QE1788|---------------------------------------------------------------------|
 QE1788
 QE1788                          SUPERSEDED SURVEY CONTROL
 QE1788
 QE1788  NAD 83(1986)-  44 43 27.49008(N)    122 59 49.58642(W) AD(       ) 2
 QE1788  NAD 27      -  44 43 28.05159(N)    122 59 45.25241(W) AD(       ) 2
 QE1788  NGVD 29 (07/19/86)  112.     (m)          367.     (f) VERT ANG    3  
 QE1788
 QE1788.Superseded values are not recommended for survey control.
 QE1788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1788.See file dsdata.txt to determine how the superseded data were derived.
 QE1788
 QE1788_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ0022952324(NAD 83)
 QE1788_MARKER: Z = SEE DESCRIPTION
 QE1788_SETTING: 0 = UNSPECIFIED SETTING
 QE1788_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE1788
 QE1788  HISTORY     - Date     Condition        Report By
 QE1788  HISTORY     - 1972     MONUMENTED       OR-047
 QE1788
 QE1788                          STATION DESCRIPTION
 QE1788
 QE1788'DESCRIBED BY MARION COUNTY OREGON 1972 (ADG)
 QE1788'THE STATION IS LOCATED ABOUT 0.8 MILE NORTHEAST OF DOWNTOWN
 QE1788'JEFFERSON AND SITUATED IN THE S.E. 1/4 OF THE S.E. 1/4 OF SECTION
 QE1788'1, TOWNSHIP 10 SOUTH, RANGE 3 WEST, WILLAMETTE MERIDIAN, MARION
 QE1788'COUNTY, OREGON.
 QE1788'
 QE1788'TO REACH THE STATION FROM THE INTERSECTION OF 2ND STREET
 QE1788'(US 99-E) AND NORTH STREET IN THE NORTH PART OF THE CITY OF
 QE1788'JEFFERSON, GO EAST ON NORTH STREET AND COUNTY ROAD NO. 925, ACROSS
 QE1788'THE RAILROAD TRACKS INTO THE CEMETERY, FOR ABOUT 0.7 MILE TO THE
 QE1788'STATION MARK WHICH IS A COUNTY MONUMENT SET IN THE EAST FENCE OF
 QE1788'THE CEMETERY AND AT THE EXTREME EASTERLY END OF ROADWAY
 QE1788'THEREOF.  THE MUNICIPAL WATER TANK FOR JEFFERSON STANDS
 QE1788'IMMEDIATELY TO THE EAST OF FENCE AND MARK.  THE S.W. CORNER OF A
 QE1788'TIN ROOFED BUILDING BEARS SOUTH 56 DEG EAST 46.6 FEET.  POINT
 QE1788'IS THE SOUTHERLY SOUTHEAST CORNER OF THE JAMES BATES DONATION LAND
 QE1788'CLAIM NO. 65.
 QE1788'
 QE1788'THE STATION MARK IS A MARION COUNTY BRASS DISK STAMPED MARION
 QE1788'COUNTY.  T10S, R3W.  S.S.E. COR.  D.L.C. 65, SET IN THE TOP OF A
 QE1788'6 INCH CYLINDRICAL CONCRETE POST AND 9 INCHES ABOVE THE SURFACE OF
 QE1788'THE GROUND.  A GEODETIC MARKER POST STANDS BESIDE POINT.  THERE
 QE1788'IS NO UNDERGROUND STATION MARK AT THIS STATION.
 QE1788'
 QE1788'AZIMUTH MARK IS STATION ALBANY RADIO STATION KWIL FM MAST AND IS
 QE1788'5.2 MILES SOUTHWEST OF STATION BATES.  POINT IS ON KNOX BUTTE
 QE1788'WHICH IS ABOUT 3 MILES E.N.E. OF THE CITY OF ALBANY.  THE ACTUAL
 QE1788'POINT IS THE TIP TOP OF TOWER AND IS PAINTED RED AND WHITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1687 ***********************************************************************
 QE1687  DESIGNATION -  BATTLE AX LOOKOUT HOUSE
 QE1687  PID         -  QE1687
 QE1687  STATE/COUNTY-  OR/MARION
 QE1687  USGS QUAD   -  BATTLE AX (1994)
 QE1687
 QE1687                         *CURRENT SURVEY CONTROL
 QE1687  ___________________________________________________________________
 QE1687* NAD 83(1991)-  44 49 36.00128(N)    122 08 22.77720(W)     ADJUSTED  
 QE1687* NAVD 88     -      1696.     (meters)    5564.     (feet)  SCALED    
 QE1687  ___________________________________________________________________
 QE1687  LAPLACE CORR-           4.11  (seconds)                    DEFLEC99
 QE1687  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 QE1687  HORZ ORDER  -  SECOND
 QE1687
 QE1687.The horizontal coordinates were established by classical geodetic methods
 QE1687.and adjusted by the National Geodetic Survey in October 1991.
 QE1687
 QE1687.The orthometric height was scaled from a topographic map.
 QE1687
 QE1687.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE1687
 QE1687.The geoid height was determined by GEOID03.
 QE1687
 QE1687;                    North         East     Units Scale Factor Converg.
 QE1687;SPC OR N     -   130,216.632 2,370,349.046   MT  0.99991231   -1 09 46.2
 QE1687;SPC OR N     -   427,219.92  7,776,735.72   iFT  0.99991231   -1 09 46.2
 QE1687;UTM  10      - 4,964,055.584   568,012.079   MT  0.99965688   +0 36 23.5
 QE1687
 QE1687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE1687!SPC OR N     -   0.99973752  x   0.99991231  =   0.99964985
 QE1687!UTM  10      -   0.99973752  x   0.99965688  =   0.99939449
 QE1687
 QE1687                          SUPERSEDED SURVEY CONTROL
 QE1687
 QE1687  NAD 83(1986)-  44 49 36.01888(N)    122 08 22.79216(W) AD(       ) 2
 QE1687  NAD 27      -  44 49 36.58000(N)    122 08 18.53100(W) AD(       ) 2
 QE1687
 QE1687.Superseded values are not recommended for survey control.
 QE1687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1687.See file dsdata.txt to determine how the superseded data were derived.
 QE1687
 QE1687_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ6801264056(NAD 83)
 QE1687
 QE1687  HISTORY     - Date     Condition        Report By
 QE1687  HISTORY     - 1947     MONUMENTED       CGS
 QE1687  HISTORY     - 1953     SEE DESCRIPTION  CGS
 QE1687  HISTORY     - 1960     SEE DESCRIPTION  AMS
 QE1687
 QE1687                          STATION DESCRIPTION
 QE1687
 QE1687'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (WRH)
 QE1687'THE STATION IS THE CENTER OF THE LOOKOUT HOUSE ON THE SUMMIT OF
 QE1687'BATTLE AX MOUNTAIN IN THE MOUNT HOOD NATIONAL FOREST.  IT IS
 QE1687'LOCATED ABOUT 19 MILES WEST OF THE SUMMIT OF MOUNT JEFFERSON,
 QE1687'ABOUT 7 MILES NORTH OF DETROIT AND ABOUT 1 MILE NORTHWEST OF ELK
 QE1687'LAKE.  THE LOOKOUT HOUSE HAS A PEAKED ROOF AND IS ABOUT 18 FEET
 QE1687'IN HEIGHT.
 QE1687'
 QE1687'THIS STATION WAS LOCATED BY DISTANCE AND DIRECTION FROM
 QE1687'TRIANGULATION STATION BATTLE AX (USE).
 QE1687
 QE1687                          STATION RECOVERY (1953)
 QE1687
 QE1687'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LGT)
 QE1687'THIS LOOKOUT HOUSE HAS BEEN REPLACED BY A SIMILAR STRUCTURE IN
 QE1687'THE SAME GENERAL LOCATION.
 QE1687
 QE1687                          STATION RECOVERY (1960)
 QE1687
 QE1687'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1960
 QE1687'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1686 ***********************************************************************
 QE1686  DESIGNATION -  BATTLE AXE
 QE1686  PID         -  QE1686
 QE1686  STATE/COUNTY-  OR/MARION
 QE1686  USGS QUAD   -  BATTLE AX (1994)
 QE1686
 QE1686                         *CURRENT SURVEY CONTROL
 QE1686  ___________________________________________________________________
 QE1686* NAD 83(1991)-  44 49 35.79759(N)    122 08 22.52569(W)     ADJUSTED  
 QE1686* NAVD 88     -      1696.5    (meters)    5566.     (feet)  VERTCON   
 QE1686  ___________________________________________________________________
 QE1686  LAPLACE CORR-           4.10  (seconds)                    DEFLEC99
 QE1686  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 QE1686  HORZ ORDER  -  FIRST
 QE1686
 QE1686.The horizontal coordinates were established by classical geodetic methods
 QE1686.and adjusted by the National Geodetic Survey in October 1991.
 QE1686
 QE1686.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE1686.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE1686
 QE1686.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE1686
 QE1686.The geoid height was determined by GEOID03.
 QE1686
 QE1686;                    North         East     Units Scale Factor Converg.
 QE1686;SPC OR N     -   130,210.234 2,370,354.442   MT  0.99991231   -1 09 46.0
 QE1686;SPC OR N     -   427,198.93  7,776,753.42   iFT  0.99991231   -1 09 46.0
 QE1686;UTM  10      - 4,964,049.357   568,017.668   MT  0.99965689   +0 36 23.7
 QE1686
 QE1686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE1686!SPC OR N     -   0.99973746  x   0.99991231  =   0.99964979
 QE1686!UTM  10      -   0.99973746  x   0.99965689  =   0.99939444
 QE1686
 QE1686:                Primary Azimuth Mark                     Grid Az
 QE1686:SPC OR N     -  BATTLE AX AZ MK                          113 19 02.7
 QE1686:UTM  10      -  BATTLE AX AZ MK                          111 32 53.0
 QE1686
 QE1686|---------------------------------------------------------------------|
 QE1686| PID    Reference Object                     Distance      Geod. Az  |
 QE1686|                                                           dddmmss.s |
 QE1686| CD9584 BATTLE AX AZ MK                                    1120916.7 |
 QE1686| CD9585 BATTLE AX RM 1                        8.689 METERS 11851     |
 QE1686| CD9586 BATTLE AX RM 2                        5.588 METERS 15914     |
 QE1686| QE1687 BATTLE AX LOOKOUT HOUSE               8.370 METERS 31842     |
 QE1686|---------------------------------------------------------------------|
 QE1686
 QE1686                          SUPERSEDED SURVEY CONTROL
 QE1686
 QE1686  NAD 83(1986)-  44 49 35.81519(N)    122 08 22.54065(W) AD(       ) 1
 QE1686  NAD 27      -  44 49 36.37600(N)    122 08 18.28000(W) AD(       ) 1
 QE1686  NGVD 29 (07/19/86) 1695.4    (m)         5562.     (f) VERT ANG    3  
 QE1686
 QE1686.Superseded values are not recommended for survey control.
 QE1686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1686.See file dsdata.txt to determine how the superseded data were derived.
 QE1686
 QE1686_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ6801864049(NAD 83)
 QE1686_MARKER: Z = SEE DESCRIPTION
 QE1686_SETTING: 0 = UNSPECIFIED SETTING
 QE1686
 QE1686  HISTORY     - Date     Condition        Report By
 QE1686  HISTORY     - 1947     MONUMENTED       USE
 QE1686  HISTORY     - 1953     SEE DESCRIPTION  CGS
 QE1686  HISTORY     - 1955     GOOD             USGS
 QE1686
 QE1686                          STATION DESCRIPTION
 QE1686
 QE1686'DESCRIBED BY US ENGINEERS 1947 (WRH)
 QE1686'THE STATION IS LOCATED ON THE SUMMIT OF BATTLE AX MOUNTAIN IN
 QE1686'THE MOUNT HOOD NATIONAL FOREST.  IT IS ABOUT 19 MILES WEST OF THE
 QE1686'SUMMIT OF MOUNT JEFFERSON, ABOUT 7 MILES NORTH OF DETROIT, ABOUT
 QE1686'1 MILE NORTHWEST OF ELK LAKE, 27.46 FEET SOUTHEAST OF THE
 QE1686'CENTER OF BATTLE AX LOOKOUT HOUSE AND 19 FEET EAST SOUTHEAST OF
 QE1686'THE SOUTHEAST CORNER OF THE LOOKOUT HOUSE.
 QE1686'
 QE1686'TO REACH FROM DETROIT.  GO NORTH, ON THE GRADED ROAD WHICH LEADS
 QE1686'UP THE BRETTENBUSH RIVER, FOR 6.0 MILES.  TURN LEFT, AS PER
 QE1686'THE SIGN READING GOLD BUTTE 6 AND GO UP THE STEEP GRADE FOR 5.1
 QE1686'MILES.  CONTINUE STRAIGHT AHEAD AS PER THE SIGN READING ELK LAKE 2
 QE1686'AND GO NORTH AND WEST ON THE MAIN TRAVELED ROAD FOR 2.0
 QE1686'MILES.  PASS THE ELK LAKE GUARD STATION AND CAMP GROUNDS AND
 QE1686'CONTINUE WESTERLY FOR 1.1 MILE TO THE SUMMIT OF A HIGH SADDLE
 QE1686'AND THE END OF TRUCK TRAVEL.
 QE1686'
 QE1686'FROM THIS POINT TAKE THE TRAIL WHICH LEADS TO THE RIGHT AND
 QE1686'HIKE NORTHERLY FOR ABOUT 2.0 MILE TO THE SUMMIT AND THE
 QE1686'STATION.  WATER IS AVAILABLE 0.25 MILE NORTH OF THE STATION.
 QE1686'
 QE1686'THE STATION IS A U.S. ENGINEERS PORTLAND DISTRICT BRONZE DISK
 QE1686'WHICH IS SET INTO A DRILL HOLE IN A BOULDER WHICH IS FLUSH WITH
 QE1686'THE SURFACE OF THE GROUND.  IT IS STAMPED BATTLE AXE 1939.
 QE1686'
 QE1686'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED BATTLE AX
 QE1686'NO 1 1947, SET INTO A DRILL HOLE IN A BOULDER WHICH PROJECTS
 QE1686'ABOUT 6 INCHES AND IS ABOUT 3 FEET LOWER THAN THE STATION.  IT IS
 QE1686'47 FEET EAST SOUTHEAST OF THE SOUTHEAST CORNER OF THE LOOKOUT
 QE1686'HOUSE.
 QE1686'
 QE1686'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED BATTLE AX
 QE1686'NO 2 1947, SET INTO A DRILL HOLE IN A BOULDER WHICH PROJECTS
 QE1686'ABOUT 18 INCHES ON THE SOUTH SIDE AND IS FLUSH WITH THE GROUND
 QE1686'ON THE NORTH.  IT IS ABOUT 2 FEET LOWER THAN THE STATION AND IS
 QE1686'37.2 FEET SOUTH OF THE SOUTHEAST CORNER OF THE LOOKOUT HOUSE.
 QE1686'
 QE1686'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BATTLE AX 1947, SET
 QE1686'INTO A DRILL HOLE IN A BOULDER.  IT IS ABOUT 4 MILES EAST OF
 QE1686'THE STATION, ABOUT 0.4 MILE NORTH NORTHWEST OF THE GOLD BUTTE
 QE1686'LOOKOUT AND 5 FEET NORTH OF THE CENTER OF A GRADED ROAD.  TO
 QE1686'REACH FROM THE END OF TRUCK TRAVEL.  GO EAST, ON THE GRADED
 QE1686'ROAD WHICH GOES BY ELK LAKE AND LEADS TOWARD DETROIT, FOR 3.1
 QE1686'MILES.  TAKE THE LEFT HAND FORK AND GO EAST AS PER THE SIGN
 QE1686'READING GOLD BUTTE FOR 0.75 MILE TO THE AZIMUTH ON THE LEFT
 QE1686'HAND SIDE OF THE ROAD.  THE ROCK IN WHICH THE DISK IS SET IS
 QE1686'ABOUT 2 FEET HIGHER THAN THE ROAD.
 QE1686
 QE1686                          STATION RECOVERY (1953)
 QE1686
 QE1686'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LGT)
 QE1686'THE STATION MARK AND THE TWO REFERENCE MARKS WERE FOUND IN GOOD
 QE1686'CONDITION.  THE ORIGINAL AZIMUTH MARK COULD NOT BE FOUND AND A
 QE1686'NEW AZIMUTH MARK WAS SET.  BAD WEATHER CEASED THE PROGRESS OF THE
 QE1686'INSTRUMENTAL OBSERVATIONS PRESENTLY PLANNED.  CONSEQUENTLY, NO
 QE1686'DIRECTION WAS MEASURED TO THE NEWLY SET AZIMUTH MARK AND THERE
 QE1686'WAS NO VERIFICATION OF THE ORIGINAL OBSERVATIONS.  THE ROUTE
 QE1686'USED CURRENTLY TO REACH THE STATION IS GIVEN IN THE FOLLOWING
 QE1686'AGGREGATION OF CURRENT AND 1947 DESCRIPTIVE MATERIALS.  THE
 QE1686'LOOKOUT HOUSE WHICH STOOD IN 1947 HAS BEEN REPLACED BY A
 QE1686'NEWER STRUCTURE IN APPROXIMATELY THE SAME LOCATION.
 QE1686'
 QE1686'THE STATION IS ON THE SUMMIT OF BATTLE AX MOUNTAIN, ABOUT 6 MILES
 QE1686'NORTH OF DETROIT, ABOUT 17 MILES EAST OF MILL CITY, AND ABOUT
 QE1686'1 MILE NORTHWEST OF ELK LAKE.
 QE1686'
 QE1686'THE STATION CAN BE REACHED FROM THE POST OFFICE IN DETROIT BY
 QE1686'GOING NORTH ON THE HIGHWAY FOR 0.15 MILE TO A FORK.  TAKE THE
 QE1686'RIGHT FORK, NORTHEASTERLY, AND FOLLOW THE BREITENBUSH ROAD FOR
 QE1686'4.6 MILES TO A FORK.  TAKE THE LEFT FORK, AS PER SIGN ELK LAKE
 QE1686'7-1/2 MI. AND FOLLOW THE MAIN ROAD FOR 5.6 MILES TO A ROAD
 QE1686'LEADING RIGHT TOWARD THE GOLD BUTTE L.O.  CONTINUE STRAIGHT
 QE1686'AHEAD, AS PER SIGN ELK LAKE 2 AND GO 2.15 MILES TO A FORK.
 QE1686'CONTINUE UP THE HILL ON THE RIGHT FORK FOR 1.2 MILES TO THE
 QE1686'TOP OF THE SADDLE AND THE END OF TRUCK TRAVEL.  THE AZIMUTH MARK
 QE1686'IS IN A SMALL POINT OF ROCK ABOUT 50 FEET WEST OF THIS POINT.
 QE1686'TAKE THE TRAIL THAT LEAVES THE RIGHT SIDE OF THE ROAD AND FOLLOW
 QE1686'IT FOR ABOUT 2 MILES TO THE SUMMIT OF THE MOUNTAIN AND THE
 QE1686'STATION.
 QE1686'
 QE1686'THE STATION MARK, STAMPED BATTLE AXE 1939, IS A STANDARD
 QE1686'U.S. ENGINEERS DISK THAT IS SET IN A DRILL HOLE IN A BOULDER
 QE1686'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 QE1686'
 QE1686'REFERENCE MARK 1, STAMPED BATTLE AX NO 1 1947, IS A STANDARD
 QE1686'DISK SET INTO A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT
 QE1686'6 INCHES ABOVE THE GROUND AND IS ABOUT 3 FEET LOWER THAN THE
 QE1686'STATION.
 QE1686'
 QE1686'REFERENCE MARK 2, STAMPED BATTLE AX NO 2 1947, IS A STANDARD
 QE1686'DISK SET INTO A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT
 QE1686'18 INCHES ON THE SOUTH SIDE AND IS FLUSH WITH THE GROUND ON THE
 QE1686'NORTH SIDE.  IT IS ABOUT 2 FEET LOWER THAN THE STATION.
 QE1686'
 QE1686'THE 1953 AZIMUTH MARK, STAMPED BATTLE AX USE 1947, IS A
 QE1686'STANDARD AZIMUTH MARK DISK WHICH IS SET IN A DRILL HOLE IN
 QE1686'BEDROCK WHICH PROJECTS ABOUT 18 INCHES ABOVE THE SURFACE OF THE
 QE1686'GROUND.  IT IS ABOUT 50 FEET WEST OF A WITNESS POST WHICH WAS
 QE1686'SET AT THE END OF TRUCK TRAVEL.  THE POINT OF ROCK IN WHICH THE
 QE1686'MARK IS SET IS THE ONLY OUTCROP VISIBLE TO THE WEST FROM THE END
 QE1686'OF TRUCK TRAVEL.
 QE1686'
 QE1686'SEE THE 1947 DESCRIPTION FOR THE DISTANCES AND DIRECTIONS TO THE
 QE1686'VARIOUS LOCAL MARKS.
 QE1686
 QE1686                          STATION RECOVERY (1955)
 QE1686
 QE1686'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 QE1686'RECOVERED AS DESCRIBED BY NGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1187 ***********************************************************************
 NZ1187  DESIGNATION -  BATTLE MOUNTAIN LOOKOUT TOWER
 NZ1187  PID         -  NZ1187
 NZ1187  STATE/COUNTY-  OR/JACKSON
 NZ1187  USGS QUAD   -  SKELETON MTN (1983)
 NZ1187
 NZ1187                         *CURRENT SURVEY CONTROL
 NZ1187  ___________________________________________________________________
 NZ1187* NAD 83(1991)-  42 38 31.22829(N)    123 06 50.83226(W)     ADJUSTED  
 NZ1187* NAVD 88     -              **(meters)            **(feet)            
 NZ1187  ___________________________________________________________________
 NZ1187  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 NZ1187  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 NZ1187  HORZ ORDER  -  THIRD
 NZ1187
 NZ1187.The horizontal coordinates were established by classical geodetic methods
 NZ1187.and adjusted by the National Geodetic Survey in October 1991.
 NZ1187
 NZ1187
 NZ1187.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ1187
 NZ1187.The geoid height was determined by GEOID03.
 NZ1187
 NZ1187;                    North         East     Units Scale Factor Converg.
 NZ1187;SPC OR S     -   111,689.504 1,285,657.222   MT  0.99993657   -1 47 18.4
 NZ1187;SPC OR S     -   366,435.38  4,218,035.51   iFT  0.99993657   -1 47 18.4
 NZ1187;UTM  10      - 4,721,067.937   490,644.442   MT  0.99960108   -0 04 38.3
 NZ1187
 NZ1187                          SUPERSEDED SURVEY CONTROL
 NZ1187
 NZ1187  NAD 83(1986)-  42 38 31.21709(N)    123 06 50.84552(W) AD(       ) 4
 NZ1187  NAD 27      -  42 38 31.76800(N)    123 06 46.65500(W) AD(       ) 3
 NZ1187
 NZ1187.Superseded values are not recommended for survey control.
 NZ1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1187.See file dsdata.txt to determine how the superseded data were derived.
 NZ1187
 NZ1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN9064421068(NAD 83)
 NZ1187
 NZ1187  HISTORY     - Date     Condition        Report By
 NZ1187  HISTORY     - 1943     MONUMENTED       CGS
 NZ1187  HISTORY     - 1962     SEE DESCRIPTION  CGS
 NZ1187
 NZ1187                          STATION DESCRIPTION
 NZ1187
 NZ1187'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (JCS)
 NZ1187'STATION IS THE FOREST SERVICE LOOKOUT ON BATTLE MOUNTAIN WHICH
 NZ1187'IS APPROXIMATELY 23 MILES NE OF GRANTS PASS AND 15 MILES W OF
 NZ1187'TRAIL.  THE STATION IS NOT MARKED AND WAS NOT VISITED BY THIS
 NZ1187'PARTY.  IT WAS CUT IN FROM STATIONS ONION 2 1938 AND R R GAP 1943.
 NZ1187
 NZ1187                          STATION RECOVERY (1962)
 NZ1187
 NZ1187'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WTJ)
 NZ1187'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB1253 ***********************************************************************
 RB1253  DESIGNATION -  BATTLE MTN
 RB1253  PID         -  RB1253
 RB1253  STATE/COUNTY-  OR/UMATILLA
 RB1253  USGS QUAD   -  SUGARBOWL CREEK (1995)
 RB1253
 RB1253                         *CURRENT SURVEY CONTROL
 RB1253  ___________________________________________________________________
 RB1253* NAD 83(1991)-  45 14 38.47338(N)    119 00 40.27213(W)     ADJUSTED  
 RB1253* NAVD 88     -      1377.0    (meters)    4518.     (feet)  VERTCON   
 RB1253  ___________________________________________________________________
 RB1253  LAPLACE CORR-           5.97  (seconds)                    DEFLEC99
 RB1253  GEOID HEIGHT-         -18.84  (meters)                     GEOID03
 RB1253  HORZ ORDER  -  THIRD
 RB1253
 RB1253.The horizontal coordinates were established by classical geodetic methods
 RB1253.and adjusted by the National Geodetic Survey in October 1991.
 RB1253
 RB1253.The NAVD 88 height was computed by applying the VERTCON shift value to
 RB1253.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RB1253
 RB1253.The Laplace correction was computed from DEFLEC99 derived deflections.
 RB1253
 RB1253.The geoid height was determined by GEOID03.
 RB1253
 RB1253;                    North         East     Units Scale Factor Converg.
 RB1253;SPC OR N     -   176,354.663 2,616,870.037   MT  0.99989544   +1 03 21.0
 RB1253;SPC OR N     -   578,591.41  8,585,531.62   iFT  0.99989544   +1 03 21.0
 RB1253;UTM  11      - 5,012,026.108   342,162.228   MT  0.99990632   -1 25 42.5
 RB1253
 RB1253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RB1253!SPC OR N     -   0.99978710  x   0.99989544  =   0.99968257
 RB1253!UTM  11      -   0.99978710  x   0.99990632  =   0.99969344
 RB1253
 RB1253|---------------------------------------------------------------------|
 RB1253| PID    Reference Object                     Distance      Geod. Az  |
 RB1253|                                                           dddmmss.s |
 RB1253| RB1269 BATTLE MTN RM 2                       5.572 METERS 09536     |
 RB1253| RB1268 BATTLE MTN RM 1                       5.602 METERS 35842     |
 RB1253|---------------------------------------------------------------------|
 RB1253
 RB1253                          SUPERSEDED SURVEY CONTROL
 RB1253
 RB1253  NAD 83(1986)-  45 14 38.44671(N)    119 00 40.25822(W) AD(       ) 3
 RB1253  NGVD 29 (12/08/88) 1375.9    (m)         4514.     (f) VERT ANG    3  
 RB1253
 RB1253.Superseded values are not recommended for survey control.
 RB1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1253.See file dsdata.txt to determine how the superseded data were derived.
 RB1253
 RB1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL4216212026(NAD 83)
 RB1253_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RB1253_SETTING: 80 = SET IN A BOULDER
 RB1253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB1253+STABILITY: SURFACE MOTION
 RB1253
 RB1253  HISTORY     - Date     Condition        Report By
 RB1253  HISTORY     - 1951     MONUMENTED       ORHD
 RB1253  HISTORY     - 1966     GOOD             USGS
 RB1253  HISTORY     - 1966     GOOD             USGS
 RB1253  HISTORY     - 1969     GOOD             USGS
 RB1253
 RB1253                          STATION DESCRIPTION
 RB1253
 RB1253'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 RB1253'RECOVERED AS DESCRIBED BY OREGON STATE HWY. DEPARTMENT. TWO NEW
 RB1253'RMS SET.
 RB1253'
 RB1253'LOCATED ABOUT 18 MI SW. OF PILOT ROCK, ABOUT 8.5 MI NW. OF UKIAH,
 RB1253'ABOUT 3.3 MI SW. OF BATTLE MTN. STATE PARK HEADQUARTERS BLDG.,
 RB1253'ABOUT 2 MI W. OF U.S. HWY. 395.
 RB1253'
 RB1253'TO REACH FROM BATTLE MTN. SUMMIT ON HWY. 395 AT SOUTH SIDE OF
 RB1253'BATTLE MTN. STATE PARK, DRIVE 0.1 MI S. ON U.S. HWY. 395.  TURN
 RB1253'RIGHT 0.1 MI W. TO GATES.  TAKE LEFT FORK 0.25 MI SW. TO RD. JCT.,
 RB1253'TAKE LEFT FORK STAYING ON MAIN RIDGE 2.5 MI TO BARE TOP AND
 RB1253'STATION.
 RB1253'
 RB1253'STATION MARK--OSHD DISK STAMPED---BATTLE MTN 1951---, SET IN ROCK
 RB1253'0.4 FT. ABOVE GROUND.
 RB1253'
 RB1253'RM 1--STANDARD RM TABLET STAMPED---NO 1 1966---, SET IN CONCRETE
 RB1253'POST.
 RB1253'
 RB1253'RM 2--STANDARD RM TABLET STAMPED---NO 2 1966---, SET IN CONCRETE
 RB1253'POST.
 RB1253
 RB1253                          STATION RECOVERY (1966)
 RB1253
 RB1253'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 RB1253'RECOVERED AS DESCRIBED BY USGS AND OSHD.
 RB1253
 RB1253                          STATION RECOVERY (1969)
 RB1253
 RB1253'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 RB1253'RECOVERED AS DESCRIBED BY USGS AND OSHD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC1035 ***********************************************************************
 PC1035  DESIGNATION -  BAUGHMAN NEW LOOKOUT TWR
 PC1035  PID         -  PC1035
 PC1035  STATE/COUNTY-  OR/DOUGLAS
 PC1035  USGS QUAD   -  CALLAHAN (1990)
 PC1035
 PC1035                         *CURRENT SURVEY CONTROL
 PC1035  ___________________________________________________________________
 PC1035* NAD 83(1991)-  43 16 09.32247(N)    123 34 52.36664(W)     ADJUSTED  
 PC1035* NAVD 88     -       873.     (meters)    2864.     (feet)  SCALED    
 PC1035  ___________________________________________________________________
 PC1035  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 PC1035  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 PC1035  HORZ ORDER  -  SECOND
 PC1035
 PC1035.The horizontal coordinates were established by classical geodetic methods
 PC1035.and adjusted by the National Geodetic Survey in October 1991.
 PC1035
 PC1035.The orthometric height was scaled from a topographic map.
 PC1035
 PC1035.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC1035
 PC1035.The geoid height was determined by GEOID03.
 PC1035
 PC1035;                    North         East     Units Scale Factor Converg.
 PC1035;SPC OR S     -   182,620.264 1,249,937.171   MT  0.99989615   -2 06 28.8
 PC1035;SPC OR S     -   599,147.85  4,100,843.74   iFT  0.99989615   -2 06 28.8
 PC1035;UTM  10      - 4,790,879.927   452,833.624   MT  0.99962737   -0 23 54.2
 PC1035
 PC1035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC1035!SPC OR S     -   0.99986680  x   0.99989615  =   0.99976297
 PC1035!UTM  10      -   0.99986680  x   0.99962737  =   0.99949422
 PC1035
 PC1035                          SUPERSEDED SURVEY CONTROL
 PC1035
 PC1035  NAD 83(1986)-  43 16 09.32092(N)    123 34 52.38964(W) AD(       ) 2
 PC1035  NAD 27      -  43 16 09.90400(N)    123 34 48.10200(W) AD(       ) 2
 PC1035
 PC1035.Superseded values are not recommended for survey control.
 PC1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC1035.See file dsdata.txt to determine how the superseded data were derived.
 PC1035
 PC1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN5283490880(NAD 83)
 PC1035
 PC1035  HISTORY     - Date     Condition        Report By
 PC1035  HISTORY     - 1953     MONUMENTED       CGS
 PC1035  HISTORY     - 1970     SEE DESCRIPTION  NGS
 PC1035  HISTORY     - 1981     GOOD             NGS
 PC1035
 PC1035                          STATION DESCRIPTION
 PC1035
 PC1035'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 PC1035'THE STATION IS A WOODEN LOOKOUT TOWER BELONGING TO THE DOUGLAS
 PC1035'COUNTY FIRE PROTECTIVE ASSOCIATION.  IT IS LOCATED ABOUT 13 MILES
 PC1035'WEST-NORTHWEST OF ROSEBURG ON THE HIGHEST POINT OF WOLF MOUNTAIN.
 PC1035'
 PC1035'THE TOWER IS ABOUT 50 FEET HIGH.
 PC1035'
 PC1035'A TRAVERSE CONNECTION WAS MADE FROM STATION WOLF.  THE DISTANCE
 PC1035'IS 55.40 FEET OR 16.886 METERS.
 PC1035
 PC1035                          STATION RECOVERY (1970)
 PC1035
 PC1035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 PC1035'THE STATION WAS RECOVERED AS DESCRIBED.
 PC1035'
 PC1035'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PC1035'7 MILES WEST-NORTHWEST OF MELROSE.
 PC1035
 PC1035                          STATION RECOVERY (1981)
 PC1035
 PC1035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 PC1035'THE STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC1033 ***********************************************************************
 PC1033  DESIGNATION -  BAUGHMAN OLD LOOKOUT TWR
 PC1033  PID         -  PC1033
 PC1033  STATE/COUNTY-  OR/DOUGLAS
 PC1033  USGS QUAD   -  CALLAHAN (1990)
 PC1033
 PC1033                         *CURRENT SURVEY CONTROL
 PC1033  ___________________________________________________________________
 PC1033* NAD 83(1991)-  43 15 58.75878(N)    123 36 33.25521(W)     ADJUSTED  
 PC1033* NAVD 88     -       854.     (meters)    2802.     (feet)  SCALED    
 PC1033  ___________________________________________________________________
 PC1033  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 PC1033  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 PC1033  HORZ ORDER  -  THIRD
 PC1033
 PC1033.The horizontal coordinates were established by classical geodetic methods
 PC1033.and adjusted by the National Geodetic Survey in October 1991.
 PC1033
 PC1033.The orthometric height was scaled from a topographic map.
 PC1033
 PC1033.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC1033
 PC1033.The geoid height was determined by GEOID03.
 PC1033
 PC1033;                    North         East     Units Scale Factor Converg.
 PC1033;SPC OR S     -   182,378.580 1,247,651.712   MT  0.99989606   -2 07 37.8
 PC1033;SPC OR S     -   598,354.92  4,093,345.51   iFT  0.99989606   -2 07 37.8
 PC1033;UTM  10      - 4,790,570.250   450,557.001   MT  0.99963007   -0 25 03.3
 PC1033
 PC1033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC1033!SPC OR S     -   0.99986978  x   0.99989606  =   0.99976586
 PC1033!UTM  10      -   0.99986978  x   0.99963007  =   0.99949990
 PC1033
 PC1033                          SUPERSEDED SURVEY CONTROL
 PC1033
 PC1033  NAD 83(1986)-  43 15 58.75667(N)    123 36 33.28239(W) AD(       ) 4
 PC1033  NAD 27      -  43 15 59.34400(N)    123 36 28.97000(W) AD(       ) 3
 PC1033
 PC1033.Superseded values are not recommended for survey control.
 PC1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC1033.See file dsdata.txt to determine how the superseded data were derived.
 PC1033
 PC1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN5055790570(NAD 83)
 PC1033
 PC1033  HISTORY     - Date     Condition        Report By
 PC1033  HISTORY     - 1953     MONUMENTED       CGS
 PC1033  HISTORY     - 1970     SEE DESCRIPTION  NGS
 PC1033
 PC1033                          STATION DESCRIPTION
 PC1033
 PC1033'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 PC1033'THE STATION IS A DOUGLAS COUNTY FIRE LOOKOUT TOWER.  IT IS A SQUARE
 PC1033'WOODEN HOUSE ON TOP OF A WOOD SKELETON FRAME WORK.  IT IS 25 FEET
 PC1033'HIGH, AND IS ON THE HIGHEST POINT IN THE VICINITY.
 PC1033'
 PC1033'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION BAUGHMAN
 PC1033'1943 AND THE DISTANCE IS 54.60, AND 16.64 METERS.  (R.M.1)
 PC1033
 PC1033                          STATION RECOVERY (1970)
 PC1033
 PC1033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 PC1033'THE STATION HAS BEEN DESTROYED.
 PC1033'
 PC1033'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PC1033'9 MILES WEST-NORTHWEST OF MELROSE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC1034 ***********************************************************************
 PC1034  DESIGNATION -  BAUGHMAN RESET
 PC1034  PID         -  PC1034
 PC1034  STATE/COUNTY-  OR/DOUGLAS
 PC1034  USGS QUAD   -  CALLAHAN (1990)
 PC1034
 PC1034                         *CURRENT SURVEY CONTROL
 PC1034  ___________________________________________________________________
 PC1034* NAD 83(1991)-  43 15 58.22326(N)    123 36 33.34126(W)     ADJUSTED  
 PC1034* NAVD 88     -       854.3    (meters)    2803.     (feet)  VERTCON   
 PC1034  ___________________________________________________________________
 PC1034  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 PC1034  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 PC1034  HORZ ORDER  -  SECOND
 PC1034
 PC1034.The horizontal coordinates were established by classical geodetic methods
 PC1034.and adjusted by the National Geodetic Survey in October 1991.
 PC1034
 PC1034.The NAVD 88 height was computed by applying the VERTCON shift value to
 PC1034.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PC1034
 PC1034.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC1034
 PC1034.The geoid height was determined by GEOID03.
 PC1034
 PC1034;                    North         East     Units Scale Factor Converg.
 PC1034;SPC OR S     -   182,362.139 1,247,649.160   MT  0.99989605   -2 07 37.9
 PC1034;SPC OR S     -   598,300.98  4,093,337.14   iFT  0.99989605   -2 07 37.9
 PC1034;UTM  10      - 4,790,553.744   450,554.941   MT  0.99963007   -0 25 03.3
 PC1034
 PC1034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC1034!SPC OR S     -   0.99986975  x   0.99989605  =   0.99976582
 PC1034!UTM  10      -   0.99986975  x   0.99963007  =   0.99949987
 PC1034
 PC1034|---------------------------------------------------------------------|
 PC1034| PID    Reference Object                     Distance      Geod. Az  |
 PC1034|                                                           dddmmss.s |
 PC1034| PC1033 BAUGHMAN OLD LOOKOUT TWR             16.640 METERS 00642     |
 PC1034| PC1032 WOLF RESET                          APPROX. 2.3 KM 0814312.8 |
 PC1034| CD9023 BAUGHMAN AZ MK                                     1302350.8 |
 PC1034| CD9024 BAUGHMAN RM 1                        10.272 METERS 17318     |
 PC1034| CD9026 BAUGHMAN RM 3                         8.241 METERS 20727     |
 PC1034| CD9025 BAUGHMAN RM 2                        14.308 METERS 25502     |
 PC1034|---------------------------------------------------------------------|
 PC1034
 PC1034                          SUPERSEDED SURVEY CONTROL
 PC1034
 PC1034  NAD 83(1986)-  43 15 58.22115(N)    123 36 33.36844(W) AD(       ) 2
 PC1034  NAD 27      -  43 15 58.80900(N)    123 36 29.05900(W) AD(       ) 2
 PC1034  NGVD 29 (07/19/86)  853.2    (m)         2799.     (f) VERT ANG    3  
 PC1034
 PC1034.Superseded values are not recommended for survey control.
 PC1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC1034.See file dsdata.txt to determine how the superseded data were derived.
 PC1034
 PC1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN5055590554(NAD 83)
 PC1034_MARKER: DG = GRAVITY STATION DISK
 PC1034_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 PC1034_STAMPING: BAUGHMAN 1943 1981
 PC1034
 PC1034  HISTORY     - Date     Condition        Report By
 PC1034  HISTORY     - 1981     MONUMENTED       NGS
 PC1034
 PC1034                          STATION DESCRIPTION
 PC1034
 PC1034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 PC1034'THE SURFACE MARK HAD BEEN REMOVED BY VANDALS.  THE SHANK OF REFERENCE
 PC1034'5 IS ALL THAT REMAINS.  REFERENCE MARK 4 WAS RECOVERED IN GOOD
 PC1034'CONDITION.  THE AZIMUTH MARK WAS NOT FOUND.  THE ROAD HAS BEEN
 PC1034'WIDENED IN THE DESCRIBED AREA OF THE MARK.  THE STATION MARK WAS
 PC1034'RESET AT THIS TIME AND REFERENCE MARK 6 WAS ESTABLISHED.  THERE WAS
 PC1034'NO SUITABLE PLACE TO ESTABLISH ANOTHER AZIMUTH MARK.
 PC1034'
 PC1034'THE STATION IS LOCATED ABOUT 14 MILES WEST-NORTHWEST OF ROSEBURG, 9
 PC1034'MILES WEST-NORTHWEST OF MELROSE, AND AT THE FORMER SITE OF THE OLD
 PC1034'BAUGHMAN LOOKOUT TOWER.
 PC1034'
 PC1034'TO REACH THE STATION FROM THE GRANGE HALL AND STORE IN MELROSE, GO
 PC1034'SOUTHWEST ON LOOKINGGLASS ROAD FOR 1.0 MILE TO A ROAD FORK, TURN
 PC1034'RIGHT ON DOERNER ROAD AND GO 2.1 MILES TO A ROAD RIGHT, TURN RIGHT
 PC1034'AND GO 3.6 MILES TO THE END OF THE COUNTY ROAD ON THE CREST OF A
 PC1034'RIDGE.  CONTINUE ON MAIN TRAVELED ROAD 1.0 MILE TO SITE OF OLD LANDER
 PC1034'LOOKOUT, CONTINUE SOUTH AND WEST FOR 0.3 MILE TO A THREEWAY FORK,
 PC1034'CONTINUE STRAIGHT AHEAD FOR 1.2 MILES TO A SIDE ROAD RIGHT, TURN
 PC1034'RIGHT AND GO 1.9 MILES TO A FORK IN THE SADDLE, TAKE LEFT FORK AND GO
 PC1034'1.15 MILE TO A SUMMIT IN THE ROAD, TURN RIGHT ON A TRACK ROAD AND GO
 PC1034'UPHILL 0.15 MILE TO A TURN AROUND AND THE STATION.
 PC1034'
 PC1034'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
 PC1034'---BAUGHMAN 1943 1981---SET INTO THE TOP OF A ROUND CONCRETE
 PC1034'MONUMENT 40 CM (15.7 INCHES) IN DIAMETER PROJECTING 5 CM (2.0 INCHES)
 PC1034'ABOVE THE GROUND LOCATED 7.62 METERS (25.0 FEET) N FROM THE SOUTH END
 PC1034'OF A ROAD AROUNT THE OLD LOOKOUT SITE, 0.50 METER (1.6 FEET) N FROM
 PC1034'THE SOUTH END OF THE MOUND, AND 0.35 METER (1.1 FEET) E FROM A METAL
 PC1034'WITNESS POST.
 PC1034'
 PC1034'REFERENCE MARK NO. 4 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 PC1034'STAMPED---BAUGHMAN 1943 NO 4 1970---SET INTO THE TOP OF A SQUARE
 PC1034'CONCRETE MONUMENT 60 CM (23.6 INCHES) ON SIDE PROJECTING 25 CM (9.8
 PC1034'INCHES) ABOVE THE GROUND LOCATED 9.8 METERS (32 FEET) NNE FROM A
 PC1034'METAL WITNESS POST, 7.2 METERS (24 FEET) S FROM A LARGE STAMP, 4.7
 PC1034'METERS (15 FEET) E FROM THE WEST TOP EDGE OF THE MOUND, AND 0.5 METER
 PC1034'(2 FEET) HIGHER THAN THE STATION.
 PC1034'
 PC1034'REFERENCE MARK NO. 5 IS THE SHANK THAT REMAINS AFTER VANDALS REMOVED
 PC1034'THE DISK.  THE MARK IS SET INTO ROCK OUTCROP AND IS LOCATED 6 METERS
 PC1034'(20 FEET) S FROM THE CENTERLINE OF ROAD, 14 METERS (46 FEET) N FROM
 PC1034'THE SOUTH END OF A LARGE LEVELED OFF AREA, 14 METERS (46 FEET) W FROM
 PC1034'THE EAST END OF THE LEVELED OFF AREA, AND 1.6 METERS (5 FEET) LOWER
 PC1034'THAN THE STATION.
 PC1034'
 PC1034'REFERENCE MARK NO. 6 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 PC1034'STAMPED---BAUGHMAN 1943 NO 6 1981---SET INTO THE TOP OF A SQUARE
 PC1034'CONCRETE MONUMENT 60 CM (23.6 INCHES) ON SIDE PROJECTING 45 CM (17.7
 PC1034'INCHES) ABOVE THE GROUND LOCATED 4.6 METERS (15 FEET) NNE FROM A
 PC1034'METAL WITNESS POST, 1.7 METERS (6 FEET) W FROM THE TOP EAST EDGE OF
 PC1034'THE MOUND, AND 0.6 METER (2 FEET) HIGHER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0782 ***********************************************************************
 NY0782  DESIGNATION -  BAXTER
 NY0782  PID         -  NY0782
 NY0782  STATE/COUNTY-  OR/LAKE
 NY0782  USGS QUAD   -  LAKEVIEW NE (1964)
 NY0782
 NY0782                         *CURRENT SURVEY CONTROL
 NY0782  ___________________________________________________________________
 NY0782* NAD 83(1991)-  42 07 39.11993(N)    120 19 00.39901(W)     ADJUSTED  
 NY0782* NAVD 88     -      1466.2    (meters)    4810.     (feet)  VERTCON   
 NY0782  ___________________________________________________________________
 NY0782  LAPLACE CORR-          12.46  (seconds)                    DEFLEC99
 NY0782  GEOID HEIGHT-         -20.91  (meters)                     GEOID03
 NY0782  HORZ ORDER  -  THIRD
 NY0782
 NY0782.The horizontal coordinates were established by classical geodetic methods
 NY0782.and adjusted by the National Geodetic Survey in October 1991.
 NY0782
 NY0782.The NAVD 88 height was computed by applying the VERTCON shift value to
 NY0782.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NY0782
 NY0782.The Laplace correction was computed from DEFLEC99 derived deflections.
 NY0782
 NY0782.The geoid height was determined by GEOID03.
 NY0782
 NY0782;                    North         East     Units Scale Factor Converg.
 NY0782;SPC OR S     -    51,212.838 1,515,150.644   MT  1.00005816   +0 07 31.3
 NY0782;SPC OR S     -   168,021.12  4,970,966.68   iFT  1.00005816   +0 07 31.3
 NY0782;UTM  10      - 4,667,421.082   721,782.091   MT  1.00020527   +1 48 02.1
 NY0782
 NY0782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NY0782!SPC OR S     -   0.99977337  x   1.00005816  =   0.99983152
 NY0782!UTM  10      -   0.99977337  x   1.00020527  =   0.99997859
 NY0782
 NY0782|---------------------------------------------------------------------|
 NY0782| PID    Reference Object                     Distance      Geod. Az  |
 NY0782|                                                           dddmmss.s |
 NY0782| CD6747 BAXTER RM 2                           8.470 METERS 19703     |
 NY0782| NY0814 DOG                                 APPROX.33.2 KM 2682512.3 |
 NY0782| CD6745 BAXTER AZ MK                                       3403451.6 |
 NY0782| CD6746 BAXTER RM 1                          10.857 METERS 35628     |
 NY0782|---------------------------------------------------------------------|
 NY0782
 NY0782                          SUPERSEDED SURVEY CONTROL
 NY0782
 NY0782  NAD 83(1986)-  42 07 39.12294(N)    120 19 00.39669(W) AD(       ) 3
 NY0782  NAD 27      -  42 07 39.53600(N)    120 18 56.54600(W) AD(       ) 3
 NY0782  NGVD 29 (07/19/86) 1465.0    (m)         4806.     (f) VERT ANG    3  
 NY0782
 NY0782.Superseded values are not recommended for survey control.
 NY0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0782.See file dsdata.txt to determine how the superseded data were derived.
 NY0782
 NY0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGM2178267421(NAD 83)
 NY0782_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NY0782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0782
 NY0782  HISTORY     - Date     Condition        Report By
 NY0782  HISTORY     - 1948     MONUMENTED       CGS
 NY0782  HISTORY     - 1975     SEE DESCRIPTION  NGS
 NY0782
 NY0782                          STATION DESCRIPTION
 NY0782
 NY0782'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (GLS)
 NY0782'THE STATION SITE IS LOCATED ALONG U.S. HIGHWAY 395, ABOUT 5 MILES
 NY0782'SOUTH OF LAKEVIEW IN THE YARD OF THE OLD CRANE CREEK SCHOOL.  THE
 NY0782'STATION MARK IS SET IN A 12X12 INCH CONCRETE POST PROJECTING 4
 NY0782'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS STAMPED BAXTER
 NY0782'1948.  IT IS 100 FEET WEST OF THE SOUTHWEST CORNER OF THE SCHOOL
 NY0782'HOUSE, 67 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 395, 9
 NY0782'FEET EAST OF THE NORTH-SOUTH FENCELINE IN FRONT OF THE SCHOOL, 8
 NY0782'FEET EAST OF A 3 FOOT HIGH WHITE WITNESS POST.
 NY0782'
 NY0782'REFERENCE MARK NO.1 IS SET IN A 12X12 INCH CONCRETE BLOCK
 NY0782'PROJECTING 4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS
 NY0782'STAMPED BAXTER NO 1 1948.  IT IS 65 FEET EAST OF U.S. HIGHWAY 395,
 NY0782'37 FEET NORTHEAST OF THE WHITE WITNESS POST, 10 FEET SOUTH OF THE
 NY0782'EAST-WEST FENCELINE, 1 FOOT EAST OF THE NORTH-SOUTH FENCELINE
 NY0782'BORDERING THE SCHOOL PROPERTY.
 NY0782'
 NY0782'REFERENCE MARK NO.2 IS SET IN A 12X12 INCH CONCRETE POST PROJECTING
 NY0782'4 INCHES ABOVE THE SURFACE OF THE GROUND, STAMPED BAXTER NO 2
 NY0782'1948.  IT IS 58 FEET EAST OF THE CENTERLINE OF THE HIGHWAY 27
 NY0782'FEET SOUTH OF THE WHITE WITNESS POST 1 FOOT EAST OF
 NY0782'NORTH-SOUTH FENCELINE.
 NY0782'
 NY0782'THE AZIMUTH MARK IS 0.7 MILE NORTHWEST OF THE STATION AND SET
 NY0782'FLUSH IN THE TOP OF A ROUND CEMENT POST PROJECTING 3 INCHES ABOVE
 NY0782'THE SURFACE OF THE GROUND.  IT IS STAMPED BAXTER 1948.  IT IS 100
 NY0782'YARDS NORTHEAST OF U.S. HIGHWAY 395, 40 FEET WEST OF A SHARP TURN
 NY0782'ON TRACK ROAD LEADING TO THE AZIMUTH MARK, 30 FEET SOUTHWEST OF AN
 NY0782'EAST-WEST FENCELINE, AND 6 FEET SOUTH EAST OF A 4 FOOT HIGH
 NY0782'WHITE WITNESS POST.  TO REACH THE AZIMUTH MARK FROM THE STATION
 NY0782'SITE GO NORTH ON U.S. HIGHWAY FOR 0.4 MILE TO POINT WHERE
 NY0782'FENCELINE ON RIGHT SIDE, EAST, OF HIGHWAY JOGS.  TURN RIGHT FOR
 NY0782'APPROXIMATELY 50 YARDS TO GATE ON LEFT.  TURN LEFT, NORTH,
 NY0782'AND FOLLOW DIM TRACK ROAD UP THE WESTERN SLOPE FOR ABOUT 0.3
 NY0782'MILE TO POINT WHERE THE TRACK ROAD MAKES A SHARP TURN EAST.
 NY0782'AZIMUTH MARK IS 40 FEET WEST OF THIS POINT.
 NY0782'
 NY0782'TO REACH THE STATION SITE FROM THE COURT HOUSE IN LAKEVIEW.  GO
 NY0782'SOUTH ON U.S. HIGHWAY 395 FOR 5.0 MILES TO THE OLD CRANE SCHOOL
 NY0782'HOUSE AND THE STATION SITE ON THE LEFT.
 NY0782
 NY0782                          STATION RECOVERY (1975)
 NY0782
 NY0782'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 NY0782'THE STATION MARK, AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 NY0782'CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR, BUT NOT
 NY0782'RECOVERED.  IT IS NOT BELIEVED TO BE DESTROYED, AND MAY BE READILY
 NY0782'RECOVERED WHEN THE STATION IS OCCUPIED BY MORE THAN ONE PERSON.  A
 NY0782'DIFFERENCE WAS FOUND IN THE HORIZONTAL ANGLE BETWEEN THE
 NY0782'REFERENCE MARKS.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 NY0782'
 NY0782'THE STATION IS IN THE SW 1/4 OF SECTION 1, R 20 E, T 40 S, ON
 NY0782'RANGE LAND OWNED BY MR. DUANE CRANE, WHO LIVES JUST ACROSS THE
 NY0782'HIGHWAY FROM THE STATION.
 NY0782'
 NY0782'TO REACH THE STATION FROM THE LAKEVIEW POST OFFICE GO EAST ON
 NY0782'CENTER STREET FOR 0.1 MILE TO U.S. HIGHWAY 395, TURN RIGHT, AND GO
 NY0782'SOUTH ON THE HIGHWAY FOR 4.7 MILES TO MILEPOST NO. 148, CONTINUE
 NY0782'SOUTH ON THE HIGHWAY FOR 0.2 MILE TO THE STATION ON THE LEFT.
 NY0782'
 NY0782'THE STATION MARK, STAMPED BAXTER 1948, IS A STANDARD DISK SET IN
 NY0782'A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2-INCHES, 130 FEET
 NY0782'NORTH OF A GATE AT THE ROAD APPROACH INTO THE AREA, 98 FEET WEST
 NY0782'OF THE WELL, 63 FEET EAST OF THE CENTER OF U.S. HIGHWAY 395, 10
 NY0782'FEET EAST OF THE RIGHT-OF-WAY FENCE LINE, AND 2 FEET NORTH OF A
 NY0782'METAL WITNESS POST.  (NOTE 1A AND 7A)
 NY0782'
 NY0782'REFERENCE MARK NO. 1, STAMPED BAXTER NO 1 1948, IS A STANDARD DISK
 NY0782'SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2-INCHES, 60
 NY0782'FEET EAST OF THE CENTER OF U.S. HIGHWAY 395, 12 FEET NORTHEAST OF A
 NY0782'FENCE CORNER AT A JOG IN THE RIGHT-OF-WAY FENCE LINE, AND 4 FEET
 NY0782'NORTHWEST OF THE RIGHT-OF-WAY FENCE LINE.  (NOTE 11A)
 NY0782'
 NY0782'REFERENCE MARK NO. 2, STAMPED BAXTER NO 2 1948, IS A STANDARD DISK
 NY0782'SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3-INCHES,
 NY0782'105 FEET NORTH OF THE NORTH END OF THE GATE AT THE ROAD APPROACH
 NY0782'INTO THE AREA, 54 FEET EAST OF THE CENTER OF THE HIGHWAY, AND 1
 NY0782'FOOT EAST OF THE RIGHT-OF-WAY FENCE LINE.  (NOTE 11A)
 NY0782'
 NY0782'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NY0782'5 MILES SOUTH OF LAKEVIEW.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1875 ***********************************************************************
 QE1875  DESIGNATION -  BAXTER
 QE1875  PID         -  QE1875
 QE1875  STATE/COUNTY-  OR/MARION
 QE1875  USGS QUAD   -  SALEM WEST (1986)
 QE1875
 QE1875                         *CURRENT SURVEY CONTROL
 QE1875  ___________________________________________________________________
 QE1875* NAD 83(1991)-  44 52 39.19684(N)    123 01 15.77074(W)     ADJUSTED  
 QE1875* NAVD 88     -       150.4    (meters)     493.     (feet)  VERTCON   
 QE1875  ___________________________________________________________________
 QE1875  LAPLACE CORR-          -4.41  (seconds)                    DEFLEC99
 QE1875  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 QE1875  HORZ ORDER  -  SECOND
 QE1875
 QE1875.The horizontal coordinates were established by classical geodetic methods
 QE1875.and adjusted by the National Geodetic Survey in October 1991.
 QE1875
 QE1875.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE1875.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE1875
 QE1875.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE1875
 QE1875.The geoid height was determined by GEOID03.
 QE1875
 QE1875;                    North         East     Units Scale Factor Converg.
 QE1875;SPC OR N     -   137,662.955 2,300,851.236   MT  0.99990743   -1 47 16.4
 QE1875;SPC OR N     -   451,650.11  7,548,724.53   iFT  0.99990743   -1 47 16.4
 QE1875;UTM  10      - 4,969,348.639   498,337.611   MT  0.99960003   -0 00 53.5
 QE1875
 QE1875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE1875!SPC OR N     -   0.99998000  x   0.99990743  =   0.99988744
 QE1875!UTM  10      -   0.99998000  x   0.99960003  =   0.99958004
 QE1875
 QE1875:                Primary Azimuth Mark                     Grid Az
 QE1875:SPC OR N     -  COBURN                                   039 31 36.0
 QE1875:UTM  10      -  COBURN                                   037 45 13.1
 QE1875
 QE1875|---------------------------------------------------------------------|
 QE1875| PID    Reference Object                     Distance      Geod. Az  |
 QE1875|                                                           dddmmss.s |
 QE1875| QE1880 COBURN                              APPROX. 1.4 KM 0374419.6 |
 QE1875|---------------------------------------------------------------------|
 QE1875
 QE1875                          SUPERSEDED SURVEY CONTROL
 QE1875
 QE1875  NAD 83(1986)-  44 52 39.22061(N)    123 01 15.78704(W) AD(       ) 2
 QE1875  NAD 27      -  44 52 39.78714(N)    123 01 11.44533(W) AD(       ) 2
 QE1875  NGVD 29 (07/19/86)  149.4    (m)          490.     (f) VERT ANG    3  
 QE1875
 QE1875.Superseded values are not recommended for survey control.
 QE1875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1875.See file dsdata.txt to determine how the superseded data were derived.
 QE1875
 QE1875_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ9833869349(NAD 83)
 QE1875_MARKER: Z = SEE DESCRIPTION
 QE1875_SETTING: 0 = UNSPECIFIED SETTING
 QE1875_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE1875
 QE1875  HISTORY     - Date     Condition        Report By
 QE1875  HISTORY     - 1971     MONUMENTED       OR1810
 QE1875
 QE1875                          STATION DESCRIPTION
 QE1875
 QE1875'DESCRIBED BY CITY OF SALEM OREGON 1971 (LGH)
 QE1875'THE STATION IS ABOUT 4 MILES SOUTHEAST OF SALEM IN THE NW 1/4
 QE1875'OF SEC. 14, T8S R3W.
 QE1875'
 QE1875'TO REACH THE STATION FROM THE CITY OF SALEM CIVIC CENTER, GO
 QE1875'SOUTH 4.4 MILES ON COMMERCIAL STREET TO THE INTERSECTION OF
 QE1875'COMMERCIAL STREET AND BAXTER ROAD, TURN LEFT ON BAXTER ROAD AND
 QE1875'GO EAST 0.3 MILE TO STATION.  STATION IS ON THE NORTH SIDE OF
 QE1875'ROAD.
 QE1875'
 QE1875'THE STATION MARK IS A CITY OF SALEM BRASS DISK STAMPED BAXTER
 QE1875'1971, SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE POST AND
 QE1875'IS 5 INCHES BELOW THE GROUND SURFACE.  THE STATION IS 31.8 FEET
 QE1875'NORTHEASTERLY FROM A 10 INCH WALNUT TREE LOCATED ON THE SOUTH
 QE1875'SIDE OF ROAD AND 59.6 FEET EASTERLY FROM P.G.E. POWER POLE NUMBER
 QE1875'237 LOCATED ON THE NORTH SIDE OF ROAD.  THE WITNESS POST IS
 QE1875'LOCATED 3 FEET EAST FROM STATION AND IS A METAL WITNESS POST.
 QE1875'THE UNDERGROUND MARK IS AN ALUMINUM CAP ON AN IRON ROD SET IN A 6
 QE1875'INCH CYLINDRICAL CONCRETE POST ABOUT 36 INCHES BELOW THE
 QE1875'GROUND SURFACE.
 QE1875'
 QE1875'HEIGHT OF LIGHT ABOVE STATION MARK 1.35 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1984 ***********************************************************************
 RD1984  DESIGNATION -  BAY CITY CUT LIGHT
 RD1984  PID         -  RD1984
 RD1984  STATE/COUNTY-  OR/TILLAMOOK
 RD1984  USGS QUAD   -  GARIBALDI (1985)
 RD1984
 RD1984                         *CURRENT SURVEY CONTROL
 RD1984  ___________________________________________________________________
 RD1984* NAD 83(1991)-  45 31 17.06889(N)    123 54 01.15219(W)     ADJUSTED  
 RD1984* NAVD 88     -              **(meters)            **(feet)            
 RD1984  ___________________________________________________________________
 RD1984  LAPLACE CORR-          21.62  (seconds)                    DEFLEC99
 RD1984  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 RD1984  HORZ ORDER  -  THIRD
 RD1984
 RD1984.The horizontal coordinates were established by classical geodetic methods
 RD1984.and adjusted by the National Geodetic Survey in October 1991.
 RD1984
 RD1984
 RD1984.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1984
 RD1984.The geoid height was determined by GEOID03.
 RD1984
 RD1984;                    North         East     Units Scale Factor Converg.
 RD1984;SPC OR N     -   211,692.708 2,234,439.699   MT  0.99991350   -2 24 41.3
 RD1984;SPC OR N     -   694,529.88  7,330,838.91   iFT  0.99991350   -2 24 41.3
 RD1984;UTM  10      - 5,041,269.059   429,687.584   MT  0.99966078   -0 38 32.7
 RD1984
 RD1984                          SUPERSEDED SURVEY CONTROL
 RD1984
 RD1984  NAD 83(1986)-  45 31 17.09920(N)    123 54 01.14675(W) AD(       ) 4
 RD1984  NAD 27      -  45 31 17.72300(N)    123 53 56.67200(W) AD(       ) 3
 RD1984
 RD1984.Superseded values are not recommended for survey control.
 RD1984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1984.See file dsdata.txt to determine how the superseded data were derived.
 RD1984
 RD1984_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR2968841269(NAD 83)
 RD1984
 RD1984  HISTORY     - Date     Condition        Report By
 RD1984  HISTORY     - 1954     MONUMENTED       CGS
 RD1984  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 RD1984
 RD1984                          STATION DESCRIPTION
 RD1984
 RD1984'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (FN)
 RD1984'LOCATED IN TILLAMOOK BAY ABOUT 1050 FEET SOUTHWEST OF THE SOUTHWEST
 RD1984'CORNER OF THE LONG PIER AT BAY CITY.  THE STRUCTURE IS A MULTIPLE
 RD1984'PILE DOLPHIN TOPPED BY A WHITE PLATFORM AND A FLASHING WHITE
 RD1984'LIGHT.  THE CENTER OF THE LIGHT WAS INTERSECTED.
 RD1984
 RD1984                          STATION RECOVERY (1984)
 RD1984
 RD1984'RECOVERY NOTE BY US POWER SQUADRON 1984 (RCC)
 RD1984'STATION NOT RECOVERED.
 RD1984'
 RD1984'NO LIGHT IS LISTED IN 1983 EDITION OF PACIFIC COAST LIGHT LIST OR
 RD1984'ON CHART 18558 FOR THIS POSITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1985 ***********************************************************************
 RD1985  DESIGNATION -  BAY CITY SCHOOLHOUSE FLAGPOLE
 RD1985  PID         -  RD1985
 RD1985  STATE/COUNTY-  OR/TILLAMOOK
 RD1985  USGS QUAD   -  GARIBALDI (1985)
 RD1985
 RD1985                         *CURRENT SURVEY CONTROL
 RD1985  ___________________________________________________________________
 RD1985* NAD 83(1991)-  45 31 19.80994(N)    123 53 15.49308(W)     ADJUSTED  
 RD1985* NAVD 88     -              **(meters)            **(feet)            
 RD1985  ___________________________________________________________________
 RD1985  LAPLACE CORR-          22.13  (seconds)                    DEFLEC99
 RD1985  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 RD1985  HORZ ORDER  -  THIRD
 RD1985
 RD1985.The horizontal coordinates were established by classical geodetic methods
 RD1985.and adjusted by the National Geodetic Survey in October 1991.
 RD1985
 RD1985
 RD1985.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1985
 RD1985.The geoid height was determined by GEOID03.
 RD1985
 RD1985;                    North         East     Units Scale Factor Converg.
 RD1985;SPC OR N     -   211,735.638 2,235,433.196   MT  0.99991358   -2 24 08.9
 RD1985;SPC OR N     -   694,670.73  7,334,098.41   iFT  0.99991358   -2 24 08.9
 RD1985;UTM  10      - 5,041,342.621   430,679.030   MT  0.99965908   -0 38 00.1
 RD1985
 RD1985                          SUPERSEDED SURVEY CONTROL
 RD1985
 RD1985  NAD 83(1986)-  45 31 19.83980(N)    123 53 15.48716(W) AD(       ) 4
 RD1985  NAD 27      -  45 31 20.46300(N)    123 53 11.02900(W) AD(       ) 3
 RD1985
 RD1985.Superseded values are not recommended for survey control.
 RD1985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1985.See file dsdata.txt to determine how the superseded data were derived.
 RD1985
 RD1985_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR3067941343(NAD 83)
 RD1985
 RD1985  HISTORY     - Date     Condition        Report By
 RD1985  HISTORY     - 1926     MONUMENTED       CGS
 RD1985  HISTORY     - 1934     SEE DESCRIPTION  ORGS
 RD1985  HISTORY     - 1955     SEE DESCRIPTION  USGS
 RD1985
 RD1985                          STATION DESCRIPTION
 RD1985
 RD1985'DESCRIBED BY OREGON GEODETIC SURVEY 1934
 RD1985'STATION IS IN THE E PART OF BAY CITY, ON THE S SIDE OF AN E
 RD1985'AND W STREET.  THE STATION IS A SHORT, BALL-TOPPED FLAGPOLE
 RD1985'ON THE N GABLE OF THE BAY CITY PUBLIC SCHOOL, CONSTRUCTED IN 1920.
 RD1985
 RD1985                          STATION RECOVERY (1955)
 RD1985
 RD1985'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 RD1985'THE POSITION IS FOR OLD SCHOOL WHICH HAS BEEN TORN DOWN.
 RD1985'
 RD1985'THE DESCRIPTION FITS THE SCHOOL BUILT IN 1920 AND WHICH IS
 RD1985'LOCATED APPROXIMATELY 0.3 MILE EAST AND 0.23 MILE SOUTH OF
 RD1985'PLOTTED POSITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0037 ***********************************************************************
 PA0037  DESIGNATION -  BB 313
 PA0037  PID         -  PA0037
 PA0037  STATE/COUNTY-  OR/HARNEY
 PA0037  USGS QUAD   -  DRINKWATER PASS (1990)
 PA0037
 PA0037                         *CURRENT SURVEY CONTROL
 PA0037  ___________________________________________________________________
 PA0037* NAD 83(1986)-  43 47 21.     (N)    118 18 05.     (W)     SCALED    
 PA0037* NAVD 88     -      1175.755  (meters)    3857.46   (feet)  ADJUSTED  
 PA0037  ___________________________________________________________________
 PA0037  GEOID HEIGHT-         -18.33  (meters)                     GEOID03
 PA0037  DYNAMIC HT  -        1175.234 (meters)    3855.75  (feet)  COMP
 PA0037  MODELED GRAV-     980,135.9   (mgal)                       NAVD 88
 PA0037
 PA0037  VERT ORDER  -  FIRST     CLASS II
 PA0037
 PA0037.The horizontal coordinates were scaled from a topographic map and have
 PA0037.an estimated accuracy of +/- 6 seconds.
 PA0037
 PA0037.The orthometric height was determined by differential leveling
 PA0037.and adjusted in June 1991.
 PA0037
 PA0037.The geoid height was determined by GEOID03.
 PA0037
 PA0037.The dynamic height is computed by dividing the NAVD 88
 PA0037.geopotential number by the normal gravity value computed on the
 PA0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0037.degrees latitude (g = 980.6199 gals.).
 PA0037
 PA0037.The modeled gravity was interpolated from observed gravity values.
 PA0037
 PA0037;                    North         East    Units  Estimated Accuracy
 PA0037;SPC OR S     -   238,100.    1,676,940.      MT  (+/- 180 meters Scaled)
 PA0037
 PA0037                          SUPERSEDED SURVEY CONTROL
 PA0037
 PA0037  NGVD 29 (??/??/92) 1174.623  (m)         3853.74   (f) ADJ UNCH    1 2
 PA0037
 PA0037.Superseded values are not recommended for survey control.
 PA0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0037.See file dsdata.txt to determine how the superseded data were derived.
 PA0037
 PA0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ952492(NAD 83)
 PA0037_MARKER: DD = SURVEY DISK
 PA0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PA0037_STAMPING: BB 313 1934 56.67 PS 375+85.4
 PA0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0037+STABILITY: SURFACE MOTION
 PA0037
 PA0037  HISTORY     - Date     Condition        Report By
 PA0037  HISTORY     - 1934     MONUMENTED       ORDT
 PA0037  HISTORY     - 1943     GOOD             NGS
 PA0037  HISTORY     - 1967     GOOD             NGS
 PA0037  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 PA0037  HISTORY     - 19870801 MARK NOT FOUND   USGS
 PA0037
 PA0037                          STATION DESCRIPTION
 PA0037
 PA0037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PA0037'13.55 MI W FROM JUNTURA.
 PA0037'ABOUT 13.55 MILES WEST ALONG U.S. HIGHWAY 20 FROM THE STATION AT
 PA0037'JUNTURA, MALHEUR COUNTY, AT HIGHWAY MILAGE 176.35, AT THE WEST END OF
 PA0037'A LONG CURVE, 29 FEET NORTH OF THE CENTER OF THE HIGHWAY, AT THE TOP
 PA0037'OF A 5 FOOT CUT BANK, 1.8 FEET SOUTH OF A REFERENCE POST.
 PA0037
 PA0037                          STATION RECOVERY (1967)
 PA0037
 PA0037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 PA0037'RECOVERED IN GOOD CONDITION.
 PA0037
 PA0037                          STATION RECOVERY (1987)
 PA0037
 PA0037'RECOVERY NOTE BY US POWER SQUADRON 1987 (DMP)
 PA0037'MARK NOT FOUND.
 PA0037
 PA0037                          STATION RECOVERY (1987)
 PA0037
 PA0037'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (DMP)
 PA0037'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0648 ***********************************************************************
 RA0648  DESIGNATION -  BB 414
 RA0648  PID         -  RA0648
 RA0648  STATE/COUNTY-  OR/WALLOWA
 RA0648  USGS QUAD   -  TROY (1995)
 RA0648
 RA0648                         *CURRENT SURVEY CONTROL
 RA0648  ___________________________________________________________________
 RA0648* NAD 83(1986)-  45 55 46.     (N)    117 27 29.     (W)     SCALED    
 RA0648* NAVD 88     -       511.613  (meters)    1678.52   (feet)  ADJUSTED  
 RA0648  ___________________________________________________________________
 RA0648  GEOID HEIGHT-         -17.63  (meters)                     GEOID03
 RA0648  DYNAMIC HT  -         511.547 (meters)    1678.30  (feet)  COMP
 RA0648  MODELED GRAV-     980,471.3   (mgal)                       NAVD 88
 RA0648
 RA0648  VERT ORDER  -  SECOND    CLASS 0
 RA0648
 RA0648.The horizontal coordinates were scaled from a topographic map and have
 RA0648.an estimated accuracy of +/- 6 seconds.
 RA0648
 RA0648.The orthometric height was determined by differential leveling
 RA0648.and adjusted in June 1991.
 RA0648
 RA0648.The geoid height was determined by GEOID03.
 RA0648
 RA0648.The dynamic height is computed by dividing the NAVD 88
 RA0648.geopotential number by the normal gravity value computed on the
 RA0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0648.degrees latitude (g = 980.6199 gals.).
 RA0648
 RA0648.The modeled gravity was interpolated from observed gravity values.
 RA0648
 RA0648;                    North         East    Units  Estimated Accuracy
 RA0648;SPC OR N     -   255,890.    2,735,880.      MT  (+/- 180 meters Scaled)
 RA0648
 RA0648                          SUPERSEDED SURVEY CONTROL
 RA0648
 RA0648  NGVD 29 (??/??/92)  510.558  (m)         1675.06   (f) ADJ UNCH    2 0
 RA0648
 RA0648.Superseded values are not recommended for survey control.
 RA0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0648.See file dsdata.txt to determine how the superseded data were derived.
 RA0648
 RA0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML644863(NAD 83)
 RA0648_MARKER: DB = BENCH MARK DISK
 RA0648_SETTING: 66 = SET IN ROCK OUTCROP
 RA0648_SP_SET: ROCK OUTCROP
 RA0648_STAMPING: BB 414 1946
 RA0648_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA0648+STABILITY: POSITION/ELEVATION WELL
 RA0648
 RA0648  HISTORY     - Date     Condition        Report By
 RA0648  HISTORY     - 1946     MONUMENTED       CGS
 RA0648  HISTORY     - 1967     GOOD             USGS
 RA0648
 RA0648                          STATION DESCRIPTION
 RA0648
 RA0648'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 RA0648'1.9 MI S FROM TROY.
 RA0648'SET IN A SMALL ROCK OUT CROPING ABOUT 10 FEET HIGHER AND 42 FEET WEST
 RA0648'OF THE CENTERLINE OF THE TROY WALLOWA ROAD.  28 FEET SOUTHWEST OF A
 RA0648'WITNESS SIGN ON A 10 INCH PINE.  SIGN IS FACING ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0465 ***********************************************************************
 NY0465  DESIGNATION -  BB 546
 NY0465  PID         -  NY0465
 NY0465  STATE/COUNTY-  OR/KLAMATH
 NY0465  USGS QUAD   -  WOCUS (1985)
 NY0465
 NY0465                         *CURRENT SURVEY CONTROL
 NY0465  ___________________________________________________________________
 NY0465* NAD 83(1986)-  42 19 48.     (N)    121 49 07.     (W)     SCALED    
 NY0465* NAVD 88     -      1265.425  (meters)    4151.65   (feet)  ADJUSTED  
 NY0465  ___________________________________________________________________
 NY0465  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 NY0465  DYNAMIC HT  -        1264.678 (meters)    4149.20  (feet)  COMP
 NY0465  MODELED GRAV-     979,987.6   (mgal)                       NAVD 88
 NY0465
 NY0465  VERT ORDER  -  FIRST     CLASS II
 NY0465
 NY0465.The horizontal coordinates were scaled from a topographic map and have
 NY0465.an estimated accuracy of +/- 6 seconds.
 NY0465
 NY0465.The orthometric height was determined by differential leveling
 NY0465.and adjusted in June 1991.
 NY0465
 NY0465.The geoid height was determined by GEOID03.
 NY0465
 NY0465.The dynamic height is computed by dividing the NAVD 88
 NY0465.geopotential number by the normal gravity value computed on the
 NY0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0465.degrees latitude (g = 980.6199 gals.).
 NY0465
 NY0465.The modeled gravity was interpolated from observed gravity values.
 NY0465
 NY0465;                    North         East    Units  Estimated Accuracy
 NY0465;SPC OR S     -    74,540.    1,391,320.      MT  (+/- 180 meters Scaled)
 NY0465
 NY0465                          SUPERSEDED SURVEY CONTROL
 NY0465
 NY0465  NGVD 29 (??/??/92) 1264.322  (m)         4148.03   (f) ADJ UNCH    1 2
 NY0465
 NY0465.Superseded values are not recommended for survey control.
 NY0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0465.See file dsdata.txt to determine how the superseded data were derived.
 NY0465
 NY0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM973870(NAD 83)
 NY0465_MARKER: DB = BENCH MARK DISK
 NY0465_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NY0465_SP_SET: HEADWALL
 NY0465_STAMPING: BB 546 1954
 NY0465_MARK LOGO: CGS   
 NY0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0465+STABILITY: SURFACE MOTION
 NY0465_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NY0465+SATELLITE: SATELLITE OBSERVATIONS - June 29, 1988
 NY0465
 NY0465  HISTORY     - Date     Condition        Report By
 NY0465  HISTORY     - 1954     MONUMENTED       CGS
 NY0465  HISTORY     - 1956     GOOD             NGS
 NY0465  HISTORY     - 19880629 GOOD             NGS
 NY0465
 NY0465                          STATION DESCRIPTION
 NY0465
 NY0465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 NY0465'8.6 MI N FROM KLAMATH FALLS.
 NY0465'8.6 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 NY0465'STATION AT KLAMATH FALLS, 0.35 MILE SOUTH OF THE SOUTH END OF A
 NY0465'SIDING, AT THE NORTH END OF A LONG FILL, WEST OF AND ACROSS THE TRACK
 NY0465'AND U. S. HIGHWAY 97 FROM THE BEGINNING OF AN OLD HIGHWAY GRADE ALONG
 NY0465'A HILLSIDE, AT AN 8- BY 6-FOOT CONCRETE BOX CULVERT, IN THE TOP OF THE
 NY0465'SOUTH END OF THE WEST CONCRETE HEAD WALL, 13.6 FEET WEST OF THE WEST
 NY0465'RAIL, AND ABOUT 4 FEET LOWER THAN THE TRACK.
 NY0465
 NY0465                          STATION RECOVERY (1988)
 NY0465
 NY0465'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 NY0465'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0361 ***********************************************************************
 PB0361  DESIGNATION -  BB 62
 PB0361  PID         -  PB0361
 PB0361  STATE/COUNTY-  OR/KLAMATH
 PB0361  USGS QUAD   -  CRESCENT (1967)
 PB0361
 PB0361                         *CURRENT SURVEY CONTROL
 PB0361  ___________________________________________________________________
 PB0361* NAD 83(1986)-  43 22 31.     (N)    121 43 49.     (W)     SCALED    
 PB0361* NAVD 88     -      1377.358  (meters)    4518.88   (feet)  ADJUSTED  
 PB0361  ___________________________________________________________________
 PB0361  GEOID HEIGHT-         -21.27  (meters)                     GEOID03
 PB0361  DYNAMIC HT  -        1376.630 (meters)    4516.49  (feet)  COMP
 PB0361  MODELED GRAV-     980,043.0   (mgal)                       NAVD 88
 PB0361
 PB0361  VERT ORDER  -  FIRST     CLASS II
 PB0361
 PB0361.The horizontal coordinates were scaled from a topographic map and have
 PB0361.an estimated accuracy of +/- 6 seconds.
 PB0361
 PB0361.The orthometric height was determined by differential leveling
 PB0361.and adjusted in June 1991.
 PB0361
 PB0361.The geoid height was determined by GEOID03.
 PB0361
 PB0361.The dynamic height is computed by dividing the NAVD 88
 PB0361.geopotential number by the normal gravity value computed on the
 PB0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0361.degrees latitude (g = 980.6199 gals.).
 PB0361
 PB0361.The modeled gravity was interpolated from observed gravity values.
 PB0361
 PB0361;                    North         East    Units  Estimated Accuracy
 PB0361;SPC OR S     -   190,530.    1,400,310.      MT  (+/- 180 meters Scaled)
 PB0361
 PB0361                          SUPERSEDED SURVEY CONTROL
 PB0361
 PB0361.No superseded survey control is available for this station.
 PB0361
 PB0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP028032(NAD 83)
 PB0361_MARKER: DD = SURVEY DISK
 PB0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0361_STAMPING: B B 62 1931
 PB0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0361+STABILITY: SURFACE MOTION
 PB0361
 PB0361  HISTORY     - Date     Condition        Report By
 PB0361  HISTORY     - 1931     MONUMENTED       USFS
 PB0361  HISTORY     - 1934     GOOD             NGS
 PB0361  HISTORY     - 19880719 MARK NOT FOUND   NGS
 PB0361
 PB0361                          STATION DESCRIPTION
 PB0361
 PB0361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PB0361'6.4 MI S FROM CRESCENT.
 PB0361'6.4 MILES SOUTH ALONG THE DALLES - CALIFORNIA HIGHWAY FROM CRESCENT,
 PB0361'KLAMATH COUNTY, AT MILEAGE 195.6, 5 FEET SOUTH OF A 20 INCH BLAZED
 PB0361'LODGEPOLE PINE SCRIBED BM 4514.58, 31 FEET WEST OF THE HIGHWAY
 PB0361'CENTERLINE, IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 PB0361'THE GROUND.  A UNITED STATES FOREST SERVICE STANDARD DISK STAMPED B B
 PB0361'62 1931.
 PB0361
 PB0361                          STATION RECOVERY (1988)
 PB0361
 PB0361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 PB0361'THERE HAS BEEN ROAD CONSTRUCTION AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0674 ***********************************************************************
 RA0674  DESIGNATION -  BB 84
 RA0674  PID         -  RA0674
 RA0674  STATE/COUNTY-  OR/WALLOWA
 RA0674  USGS QUAD   -  LOSTINE (1990)
 RA0674
 RA0674                         *CURRENT SURVEY CONTROL
 RA0674  ___________________________________________________________________
 RA0674* NAD 83(1986)-  45 29 20.     (N)    117 26 12.     (W)     SCALED    
 RA0674* NAVD 88     -      1014.268  (meters)    3327.64   (feet)  ADJUSTED  
 RA0674  ___________________________________________________________________
 RA0674  GEOID HEIGHT-         -16.56  (meters)                     GEOID03
 RA0674  DYNAMIC HT  -        1014.014 (meters)    3326.81  (feet)  COMP
 RA0674  MODELED GRAV-     980,331.9   (mgal)                       NAVD 88
 RA0674
 RA0674  VERT ORDER  -  SECOND    CLASS 0
 RA0674
 RA0674.The horizontal coordinates were scaled from a topographic map and have
 RA0674.an estimated accuracy of +/- 6 seconds.
 RA0674
 RA0674.The orthometric height was determined by differential leveling
 RA0674.and adjusted in June 1991.
 RA0674
 RA0674.The geoid height was determined by GEOID03.
 RA0674
 RA0674.The dynamic height is computed by dividing the NAVD 88
 RA0674.geopotential number by the normal gravity value computed on the
 RA0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0674.degrees latitude (g = 980.6199 gals.).
 RA0674
 RA0674.The modeled gravity was interpolated from observed gravity values.
 RA0674
 RA0674;                    North         East    Units  Estimated Accuracy
 RA0674;SPC OR N     -   207,030.    2,739,390.      MT  (+/- 180 meters Scaled)
 RA0674
 RA0674                          SUPERSEDED SURVEY CONTROL
 RA0674
 RA0674  NGVD 29 (??/??/92) 1013.103  (m)         3323.82   (f) ADJ UNCH    2 0
 RA0674
 RA0674.Superseded values are not recommended for survey control.
 RA0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0674.See file dsdata.txt to determine how the superseded data were derived.
 RA0674
 RA0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML658373(NAD 83)
 RA0674_MARKER: DB = BENCH MARK DISK
 RA0674_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RA0674_SP_SET: ABUTMENT
 RA0674_STAMPING: BB 84 1934
 RA0674_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RA0674
 RA0674  HISTORY     - Date     Condition        Report By
 RA0674  HISTORY     - 1934     MONUMENTED       CGS
 RA0674  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RA0674
 RA0674                          STATION DESCRIPTION
 RA0674
 RA0674'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RA0674'IN LOSTINE.
 RA0674'SET IN THE SOUTH WING OF WEST ABUTMENT OF BRIDGE OVER LOSTINE RIVER ON
 RA0674'COUNTY ROAD, 13 FEET SOUTH OF THE CENTERLINE OF BRIDGE.
 RA0674
 RA0674                          STATION RECOVERY (1988)
 RA0674
 RA0674'RECOVERY NOTE BY US POWER SQUADRON 1988 (RCC)
 RA0674'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1800 ***********************************************************************
 QD1800  DESIGNATION -  BC 010
 QD1800  PID         -  QD1800
 QD1800  STATE/COUNTY-  OR/DESCHUTES
 QD1800  USGS QUAD   -  BEND AIRPORT (1962)
 QD1800
 QD1800                         *CURRENT SURVEY CONTROL
 QD1800  ___________________________________________________________________
 QD1800* NAD 83(1991)-  44 05 14.74905(N)    121 11 45.86601(W)     ADJUSTED  
 QD1800* NAVD 88     -      1048.0    (meters)    3438.     (feet)  VERTCON   
 QD1800  ___________________________________________________________________
 QD1800  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 QD1800  GEOID HEIGHT-         -20.93  (meters)                     GEOID03
 QD1800  HORZ ORDER  -  SECOND
 QD1800
 QD1800.The horizontal coordinates were established by classical geodetic methods
 QD1800.and adjusted by the National Geodetic Survey in October 1991.
 QD1800
 QD1800.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1800.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1800
 QD1800.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1800
 QD1800.The geoid height was determined by GEOID03.
 QD1800
 QD1800;                    North         East     Units Scale Factor Converg.
 QD1800;SPC OR S     -   269,150.124 1,444,251.950   MT  1.00002340   -0 28 34.4
 QD1800;SPC OR S     -   883,038.46  4,738,359.42   iFT  1.00002340   -0 28 34.4
 QD1800;UTM  10      - 4,883,165.627   644,416.419   MT  0.99985651   +1 15 19.1
 QD1800
 QD1800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1800!SPC OR S     -   0.99983898  x   1.00002340  =   0.99986238
 QD1800!UTM  10      -   0.99983898  x   0.99985651  =   0.99969551
 QD1800
 QD1800                          SUPERSEDED SURVEY CONTROL
 QD1800
 QD1800  NAD 83(1986)-  44 05 14.75444(N)    121 11 45.86907(W) AD(       ) 2
 QD1800  NGVD 29 (11/30/89) 1046.8    (m)         3434.     (f) VERT ANG    3  
 QD1800
 QD1800.Superseded values are not recommended for survey control.
 QD1800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1800.See file dsdata.txt to determine how the superseded data were derived.
 QD1800
 QD1800_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP4441683166(NAD 83)
 QD1800_MARKER: DD = SURVEY DISK
 QD1800_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QD1800_SP_SET: METAL PIPE IMBEDDED IN GROUND
 QD1800_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QD1800_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD1800
 QD1800  HISTORY     - Date     Condition        Report By
 QD1800  HISTORY     - 1979     MONUMENTED       JKPLS
 QD1800
 QD1800                          STATION DESCRIPTION
 QD1800
 QD1800'DESCRIBED BY JEFF KERN PROFESSIONAL LAND SURVEYOR 1979 (JAK)
 QD1800'THE STATION IS ABOUT 7.8 MILES EAST OF BEND ON THE LEFT SIDE OF
 QD1800'NELSON ROAD.
 QD1800'
 QD1800'TO REACH THE STATION FROM THE COURTHOUSE IN BEND, GO EAST ON
 QD1800'GREENWOOD AVENUE AND HIGHWAY 20 FOR 4.8 MILES TO THE JUNCTION WITH
 QD1800'POWELL BUTTE ROAD.  TURN LEFT AND GO NORTH 2.6 MILES TO THE JUNCTION
 QD1800'WITH NELSON ROAD.  TURN RIGHT AND GO EAST FOR 0.4 MILES TO THE
 QD1800'STATION.
 QD1800'
 QD1800'STATION IS A STANDARD DESCHUTES COUNTY DISK STAMPED---BC-010 1979---.
 QD1800'THE DISK IS SET IN CONCRETE INSIDE A 4 INCH WATER PIPE WHICH
 QD1800'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 3 FEET NORTH OF THE EDGE
 QD1800'OF PAVEMENT.  IT IS 35 FEET SOUTHWESTERLY OF A UNNUMBERED POWER POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1801 ***********************************************************************
 QD1801  DESIGNATION -  BC 020
 QD1801  PID         -  QD1801
 QD1801  STATE/COUNTY-  OR/DESCHUTES
 QD1801  USGS QUAD   -  BEND AIRPORT (1962)
 QD1801
 QD1801                         *CURRENT SURVEY CONTROL
 QD1801  ___________________________________________________________________
 QD1801* NAD 83(1991)-  44 05 14.47178(N)    121 10 41.18532(W)     ADJUSTED  
 QD1801* NAVD 88     -      1039.8    (meters)    3411.     (feet)  VERTCON   
 QD1801  ___________________________________________________________________
 QD1801  LAPLACE CORR-           2.16  (seconds)                    DEFLEC99
 QD1801  GEOID HEIGHT-         -20.91  (meters)                     GEOID03
 QD1801  HORZ ORDER  -  SECOND
 QD1801
 QD1801.The horizontal coordinates were established by classical geodetic methods
 QD1801.and adjusted by the National Geodetic Survey in October 1991.
 QD1801
 QD1801.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1801.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1801
 QD1801.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1801
 QD1801.The geoid height was determined by GEOID03.
 QD1801
 QD1801;                    North         East     Units Scale Factor Converg.
 QD1801;SPC OR S     -   269,129.760 1,445,690.801   MT  1.00002338   -0 27 50.1
 QD1801;SPC OR S     -   882,971.65  4,743,080.06   iFT  1.00002338   -0 27 50.1
 QD1801;UTM  10      - 4,883,188.749   645,854.993   MT  0.99986165   +1 16 04.1
 QD1801
 QD1801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1801!SPC OR S     -   0.99984026  x   1.00002338  =   0.99986364
 QD1801!UTM  10      -   0.99984026  x   0.99986165  =   0.99970193
 QD1801
 QD1801                          SUPERSEDED SURVEY CONTROL
 QD1801
 QD1801  NAD 83(1986)-  44 05 14.47693(N)    121 10 41.18839(W) AD(       ) 2
 QD1801  NGVD 29 (11/30/89) 1038.7    (m)         3408.     (f) VERT ANG    3  
 QD1801
 QD1801.Superseded values are not recommended for survey control.
 QD1801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1801.See file dsdata.txt to determine how the superseded data were derived.
 QD1801
 QD1801_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP4585583189(NAD 83)
 QD1801_MARKER: DD = SURVEY DISK
 QD1801_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QD1801_SP_SET: METAL PIPE IMBEDDED IN GROUND
 QD1801_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QD1801_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD1801
 QD1801  HISTORY     - Date     Condition        Report By
 QD1801  HISTORY     - 1979     MONUMENTED       JKPLS
 QD1801
 QD1801                          STATION DESCRIPTION
 QD1801
 QD1801'DESCRIBED BY JEFF KERN PROFESSIONAL LAND SURVEYOR 1979 (JAK)
 QD1801'THE STATION IS ABOUT 8.7 MILES EAST OF BEND ON THE RIGHT SIDE OF
 QD1801'NELSON ROAD.
 QD1801'
 QD1801'TO REACH THE STATION FROM THE COURTHOUSE IN BEND, GO EAST ON
 QD1801'GREENWOOD AVENUE AND HIGHWAY 20 FOR 4.8 MILES TO THE JUNCTION WITH
 QD1801'POWELL BUTTE.  TURN LEFT AND GO NORTH ON POWELL BUTTE FOR 2.6 MILES
 QD1801'TO THE JUNCTION WITH NELSON ROAD.  TURN RIGHT ON NELSON ROAD AND GO
 QD1801'EAST ON NELSON ROAD FOR 1.3 MILES TO THE STATION.
 QD1801'
 QD1801'STATION IS A STANDARD DESCHUTES COUNTY DISK STAMPED---BC-020 1979---.
 QD1801'THE DISK IS SET IN CONCRETE INSIDE A 4 INCH WATER PIPE WHICH
 QD1801'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 3.5 FEET SOUTH OF THE
 QD1801'EDGE OF PAVEMENT IN THE SHOULDER OF NELSON ROAD.  IT IS 12 FEET
 QD1801'EAST OF A 12 INCH CORRUGATED METAL PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1802 ***********************************************************************
 QD1802  DESIGNATION -  BC 021
 QD1802  PID         -  QD1802
 QD1802  STATE/COUNTY-  OR/DESCHUTES
 QD1802  USGS QUAD   -  BEND AIRPORT (1962)
 QD1802
 QD1802                         *CURRENT SURVEY CONTROL
 QD1802  ___________________________________________________________________
 QD1802* NAD 83(1991)-  44 05 14.59882(N)    121 10 23.78681(W)     ADJUSTED  
 QD1802* NAVD 88     -      1029.1    (meters)    3376.     (feet)  VERTCON   
 QD1802  ___________________________________________________________________
 QD1802  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 QD1802  GEOID HEIGHT-         -20.90  (meters)                     GEOID03
 QD1802  HORZ ORDER  -  SECOND
 QD1802
 QD1802.The horizontal coordinates were established by classical geodetic methods
 QD1802.and adjusted by the National Geodetic Survey in October 1991.
 QD1802
 QD1802.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1802.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1802
 QD1802.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1802
 QD1802.The geoid height was determined by GEOID03.
 QD1802
 QD1802;                    North         East     Units Scale Factor Converg.
 QD1802;SPC OR S     -   269,130.559 1,446,077.890   MT  1.00002339   -0 27 38.2
 QD1802;SPC OR S     -   882,974.27  4,744,350.03   iFT  1.00002339   -0 27 38.2
 QD1802;UTM  10      - 4,883,201.242   646,241.818   MT  0.99986304   +1 16 16.2
 QD1802
 QD1802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1802!SPC OR S     -   0.99984193  x   1.00002339  =   0.99986532
 QD1802!UTM  10      -   0.99984193  x   0.99986304  =   0.99970500
 QD1802
 QD1802                          SUPERSEDED SURVEY CONTROL
 QD1802
 QD1802  NAD 83(1986)-  44 05 14.60391(N)    121 10 23.78988(W) AD(       ) 2
 QD1802  NGVD 29 (11/30/89) 1028.0    (m)         3373.     (f) VERT ANG    3  
 QD1802
 QD1802.Superseded values are not recommended for survey control.
 QD1802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1802.See file dsdata.txt to determine how the superseded data were derived.
 QD1802
 QD1802_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP4624283201(NAD 83)
 QD1802_MARKER: DD = SURVEY DISK
 QD1802_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 QD1802_SP_SET: OBJECT IMBEDDED IN GROUND
 QD1802_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QD1802_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD1802
 QD1802  HISTORY     - Date     Condition        Report By
 QD1802  HISTORY     - 1979     MONUMENTED       JKPLS
 QD1802
 QD1802                          STATION DESCRIPTION
 QD1802
 QD1802'DESCRIBED BY JEFF KERN PROFESSIONAL LAND SURVEYOR 1979 (JAK)
 QD1802'THE STATION IS ABOUT 9.0 MILES EAST OF BEND ON THE CENTERLINE OF
 QD1802'NELSON AND WAUGH ROAD.
 QD1802'
 QD1802'TO REACH THE STATION FROM THE COURTHOUSE IN BEND, GO EAST ON
 QD1802'GREENWOOD AVENUE AND HIGHWAY 20 FOR 4.8 MILES TO THE JUNCTION WITH
 QD1802'POWELL BUTTE ROAD.  TURN LEFT AND GO NORTH ON POWELL BUTTE ROAD
 QD1802'FOR 2.6 MILES TO THE JUNCTION WITH NELSON ROAD.  TURN RIGHT AND
 QD1802'GO EAST ON NELSON ROAD FOR 1.6 MILES TO THE INTERSECTION OF NELSON
 QD1802'ROAD AND WAUGH ROAD, AND THE STATION.
 QD1802'
 QD1802'STATION IS A STANDARD DESCHUTES COUNTY DISK STAMPED---BC-021 1980---.
 QD1802'THE DISK IS SET IN A MONUMENT BOX WITH NO MARKINGS.  IT IS ON THE
 QD1802'CENTERLINE OF NELSON ROAD AND WAUGH ROAD.  IT IS 50 FEET SOUTH OF
 QD1802'GRAVELED DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1803 ***********************************************************************
 QD1803  DESIGNATION -  BC 022
 QD1803  PID         -  QD1803
 QD1803  STATE/COUNTY-  OR/DESCHUTES
 QD1803  USGS QUAD   -  BEND AIRPORT (1962)
 QD1803
 QD1803                         *CURRENT SURVEY CONTROL
 QD1803  ___________________________________________________________________
 QD1803* NAD 83(1991)-  44 05 40.61579(N)    121 10 23.17801(W)     ADJUSTED  
 QD1803* NAVD 88     -      1029.9    (meters)    3379.     (feet)  VERTCON   
 QD1803  ___________________________________________________________________
 QD1803  LAPLACE CORR-           2.27  (seconds)                    DEFLEC99
 QD1803  GEOID HEIGHT-         -20.91  (meters)                     GEOID03
 QD1803  HORZ ORDER  -  SECOND
 QD1803
 QD1803.The horizontal coordinates were established by classical geodetic methods
 QD1803.and adjusted by the National Geodetic Survey in October 1991.
 QD1803
 QD1803.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1803.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1803
 QD1803.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1803
 QD1803.The geoid height was determined by GEOID03.
 QD1803
 QD1803;                    North         East     Units Scale Factor Converg.
 QD1803;SPC OR S     -   269,933.457 1,446,097.888   MT  1.00002542   -0 27 37.8
 QD1803;SPC OR S     -   885,608.45  4,744,415.64   iFT  1.00002542   -0 27 37.8
 QD1803;UTM  10      - 4,884,004.249   646,237.542   MT  0.99986302   +1 16 17.3
 QD1803
 QD1803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1803!SPC OR S     -   0.99984181  x   1.00002542  =   0.99986723
 QD1803!UTM  10      -   0.99984181  x   0.99986302  =   0.99970485
 QD1803
 QD1803                          SUPERSEDED SURVEY CONTROL
 QD1803
 QD1803  NAD 83(1986)-  44 05 40.62088(N)    121 10 23.18088(W) AD(       ) 2
 QD1803  NGVD 29 (11/30/89) 1028.8    (m)         3375.     (f) VERT ANG    3  
 QD1803
 QD1803.Superseded values are not recommended for survey control.
 QD1803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1803.See file dsdata.txt to determine how the superseded data were derived.
 QD1803
 QD1803_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP4623884004(NAD 83)
 QD1803_MARKER: DD = SURVEY DISK
 QD1803_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 QD1803_SP_SET: OBJECT IMBEDDED IN GROUND
 QD1803_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QD1803_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD1803
 QD1803  HISTORY     - Date     Condition        Report By
 QD1803  HISTORY     - 1979     MONUMENTED       JKPLS
 QD1803
 QD1803                          STATION DESCRIPTION
 QD1803
 QD1803'DESCRIBED BY JEFF KERN PROFESSIONAL LAND SURVEYOR 1979 (JAK)
 QD1803'THE STATION IS ABOUT 9.5 MILES EAST OF BEND ON THE NORTH SIDE OF
 QD1803'MCGRATH ROAD.
 QD1803'
 QD1803'TO REACH THE STATION FROM THE COURTHOUSE IN BEND, GO EAST ON
 QD1803'GREENWOOD AVENUE AND HIGHWAY 20 FOR 4.8 MILES TO THE JUNCTION WITH
 QD1803'POWELL BUTTE ROAD.  TURN LEFT AND GO NORTH ON POWELL BUTTE
 QD1803'ROAD FOR 2.6 MILES TO THE JUNCTION WITH NELSON ROAD.  TURN RIGHT
 QD1803'AND GO EAST ON NELSON ROAD FOR 1.6 MILES TO THE JUNCTION WITH
 QD1803'WAUGH ROAD.  TURN LEFT AND GO NORTH ON WAUGH ROAD 0.5 MILES TO THE
 QD1803'JUNCTION WITH MCGRATH ROAD, AND THE STATION.
 QD1803'
 QD1803'STATION IS A STANDARD DESCHUTES COUNTY DISK STAMPED---BC-022 1980---.
 QD1803'THE DISK IS SET IN A MONUMENT BOX WITH NO MARKS ON COVER.  IT IS
 QD1803'ON THE NORTH EDGE OF PAVEMENT OF MCGRATH ROAD.  IT IS 40 FEET
 QD1803'NORTHWESTERLY OF AN UNNUMBERED POWER POLE.  IT IS 15 FEET EAST OF
 QD1803'A GRAVELED DRIVEWAY, ADDRESS 23102.  IT IS 11 FEET NORTH OF A 30
 QD1803'INCH JUNIPER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1804 ***********************************************************************
 QD1804  DESIGNATION -  BC 023
 QD1804  PID         -  QD1804
 QD1804  STATE/COUNTY-  OR/DESCHUTES
 QD1804  USGS QUAD   -  BEND AIRPORT (1962)
 QD1804
 QD1804                         *CURRENT SURVEY CONTROL
 QD1804  ___________________________________________________________________
 QD1804* NAD 83(1991)-  44 05 40.66618(N)    121 09 47.45547(W)     ADJUSTED  
 QD1804* NAVD 88     -      1023.4    (meters)    3358.     (feet)  VERTCON   
 QD1804  ___________________________________________________________________
 QD1804  LAPLACE CORR-           2.33  (seconds)                    DEFLEC99
 QD1804  GEOID HEIGHT-         -20.90  (meters)                     GEOID03
 QD1804  HORZ ORDER  -  SECOND
 QD1804
 QD1804.The horizontal coordinates were established by classical geodetic methods
 QD1804.and adjusted by the National Geodetic Survey in October 1991.
 QD1804
 QD1804.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1804.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1804
 QD1804.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1804
 QD1804.The geoid height was determined by GEOID03.
 QD1804
 QD1804;                    North         East     Units Scale Factor Converg.
 QD1804;SPC OR S     -   269,928.673 1,446,892.509   MT  1.00002543   -0 27 13.4
 QD1804;SPC OR S     -   885,592.76  4,747,022.67   iFT  1.00002543   -0 27 13.4
 QD1804;UTM  10      - 4,884,023.481   647,031.817   MT  0.99986588   +1 16 42.1
 QD1804
 QD1804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1804!SPC OR S     -   0.99984282  x   1.00002543  =   0.99986825
 QD1804!UTM  10      -   0.99984282  x   0.99986588  =   0.99970872
 QD1804
 QD1804                          SUPERSEDED SURVEY CONTROL
 QD1804
 QD1804  NAD 83(1986)-  44 05 40.67111(N)    121 09 47.45835(W) AD(       ) 2
 QD1804  NGVD 29 (11/30/89) 1022.3    (m)         3354.     (f) VERT ANG    3  
 QD1804
 QD1804.Superseded values are not recommended for survey control.
 QD1804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1804.See file dsdata.txt to determine how the superseded data were derived.
 QD1804
 QD1804_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP4703284023(NAD 83)
 QD1804_MARKER: DD = SURVEY DISK
 QD1804_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QD1804_SP_SET: METAL PIPE IMBEDDED IN GROUND
 QD1804_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QD1804_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD1804
 QD1804  HISTORY     - Date     Condition        Report By
 QD1804  HISTORY     - 1979     MONUMENTED       JKPLS
 QD1804
 QD1804                          STATION DESCRIPTION
 QD1804
 QD1804'DESCRIBED BY JEFF KERN PROFESSIONAL LAND SURVEYOR 1979 (JAK)
 QD1804'THE STATION IS ABOUT 11.3 MILES EAST OF BEND ON THE RIGHT SIDE OF
 QD1804'GRAVELED ROAD.
 QD1804'
 QD1804'TO REACH THE STATION FROM THE COURTHOUSE IN BEND, GO EAST ON GREENWOOD
 QD1804'AVENUE AND HIGHWAY 20 FOR 6.3 MILES TO THE JUNCTION WITH BEAR CREEK
 QD1804'ROAD.  TURN LEFT AND GO EAST ON BEAR CREEK ROAD FOR 1.8 MILES TO THE
 QD1804'JUNCTION WITH BENNETT ROAD.  TURN LEFT AND GO NORTH ON BENNET ROAD
 QD1804'FOR 1.0 MILE TO THE JUNCTION WITH ALFALFA MARKET ROAD, AT WHICH POINT
 QD1804'BENNETT ROAD CHANGES TO STENKAMP ROAD.  CONTINUE NORTH ON STENKAMP
 QD1804'ROAD FOR 2.1 MILES AT WHICH POINT STENKAMP ROAD CURVES TO THE LEFT AND
 QD1804'A GRAVELED ONE LANE DRIVE CONTINUES NORTH.  GO NORTH ON THE GRAVELED
 QD1804'DRIVE FOR 0.1 MILE TO A JUNCTION OF DIRT ROADS AND THE STATION.
 QD1804'
 QD1804'STATION IS A STANDARD DESCHUTES COUNTY DISK STAMPED---BC-023 1980---.
 QD1804'THE DISK IS SET IN CONCRETE, INSIDE A 4 INCH WATER PIPE WHICH
 QD1804'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 15 FEET SOUTH OF
 QD1804'INTERSECTION OF DIRT ROADS.  IT IS 7 FEET EAST OF EDGE OF GRAVEL.  IT
 QD1804'IS 6.5 FEET WEST OF 18 INCH JUNIPER WITH A DIVISION OF GRAZING
 QD1804'LOCATION POSTER ON THE WEST FACE, 5.3 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1805 ***********************************************************************
 QD1805  DESIGNATION -  BC 030
 QD1805  PID         -  QD1805
 QD1805  STATE/COUNTY-  OR/DESCHUTES
 QD1805  USGS QUAD   -  BEND AIRPORT (1962)
 QD1805
 QD1805                         *CURRENT SURVEY CONTROL
 QD1805  ___________________________________________________________________
 QD1805* NAD 83(1991)-  44 05 08.30228(N)    121 09 47.40967(W)     ADJUSTED  
 QD1805* NAVD 88     -      1033.8    (meters)    3392.     (feet)  VERTCON   
 QD1805  ___________________________________________________________________
 QD1805  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 QD1805  GEOID HEIGHT-         -20.89  (meters)                     GEOID03
 QD1805  HORZ ORDER  -  SECOND
 QD1805
 QD1805.The horizontal coordinates were established by classical geodetic methods
 QD1805.and adjusted by the National Geodetic Survey in October 1991.
 QD1805
 QD1805.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1805.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1805
 QD1805.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1805
 QD1805.The geoid height was determined by GEOID03.
 QD1805
 QD1805;                    North         East     Units Scale Factor Converg.
 QD1805;SPC OR S     -   268,929.760 1,446,885.618   MT  1.00002289   -0 27 13.3
 QD1805;SPC OR S     -   882,315.49  4,747,000.06   iFT  1.00002289   -0 27 13.3
 QD1805;UTM  10      - 4,883,024.975   647,055.117   MT  0.99986597   +1 16 41.4
 QD1805
 QD1805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1805!SPC OR S     -   0.99984120  x   1.00002289  =   0.99986409
 QD1805!UTM  10      -   0.99984120  x   0.99986597  =   0.99970720
 QD1805
 QD1805                          SUPERSEDED SURVEY CONTROL
 QD1805
 QD1805  NAD 83(1986)-  44 05 08.30719(N)    121 09 47.41287(W) AD(       ) 2
 QD1805  NGVD 29 (11/30/89) 1032.6    (m)         3388.     (f) VERT ANG    3  
 QD1805
 QD1805.Superseded values are not recommended for survey control.
 QD1805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1805.See file dsdata.txt to determine how the superseded data were derived.
 QD1805
 QD1805_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP4705583025(NAD 83)
 QD1805_MARKER: DD = SURVEY DISK
 QD1805_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QD1805_SP_SET: METAL PIPE IMBEDDED IN GROUND
 QD1805_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QD1805_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD1805
 QD1805  HISTORY     - Date     Condition        Report By
 QD1805  HISTORY     - 1979     MONUMENTED       JKPLS
 QD1805
 QD1805                          STATION DESCRIPTION
 QD1805
 QD1805'DESCRIBED BY JEFF KERN PROFESSIONAL LAND SURVEYOR 1979 (JAK)
 QD1805'THE STATION IS ABOUT 10.6 MILES EAST OF BEND ON THE RIGHT SIDE OF
 QD1805'STENKAMP ROAD.
 QD1805'
 QD1805'TO REACH THE STATION FROM THE COURTHOUSE IN BEND, GO EAST ON
 QD1805'GREENWOOD AVENUE AND HIGHWAY 20 FOR 6.3 MILES TO THE JUNCTION WITH
 QD1805'BEAR CREEK ROAD.  TURN LEFT AND GO EAST ON BEAR CREEK ROAD FOR 1.8
 QD1805'MILES TO THE JUNCTION WITH BENNETT ROAD.  TURN LEFT AND GO NORTH ON
 QD1805'BENNETT ROAD FOR 1.0 MILE TO THE JUNCTION WITH ALFALFA MARKET ROAD AT
 QD1805'WHICH POINT BENNETT ROAD CHANGES TO STENKAMP ROAD.  CONTINUE NORTH
 QD1805'ON STENKAMP ROAD FOR 1.5 MILES TO THE STATION.
 QD1805'
 QD1805'STATION IS A STANDARD DESCHUTES COUNTY DISK STAMPED---BC-030 1979---.
 QD1805'THE DISK IS SET IN CONCRETE, INSIDE A 4 INCH WATER PIPE WHICH
 QD1805'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 3 FEET EAST OF THE EDGE OF
 QD1805'PAVEMENT ON THE SHOULDER OF STENKAMP ROAD.  IT IS 9 FEET WEST OF A
 QD1805'BARB WIRE METAL FENCE POST FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1806 ***********************************************************************
 QD1806  DESIGNATION -  BC 040
 QD1806  PID         -  QD1806
 QD1806  STATE/COUNTY-  OR/DESCHUTES
 QD1806  USGS QUAD   -  BEND AIRPORT (1962)
 QD1806
 QD1806                         *CURRENT SURVEY CONTROL
 QD1806  ___________________________________________________________________
 QD1806* NAD 83(1991)-  44 04 19.77876(N)    121 09 47.75159(W)     ADJUSTED  
 QD1806* NAVD 88     -      1049.5    (meters)    3443.     (feet)  VERTCON   
 QD1806  ___________________________________________________________________
 QD1806  LAPLACE CORR-           1.85  (seconds)                    DEFLEC99
 QD1806  GEOID HEIGHT-         -20.88  (meters)                     GEOID03
 QD1806  HORZ ORDER  -  SECOND
 QD1806
 QD1806.The horizontal coordinates were established by classical geodetic methods
 QD1806.and adjusted by the National Geodetic Survey in October 1991.
 QD1806
 QD1806.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1806.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1806
 QD1806.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1806
 QD1806.The geoid height was determined by GEOID03.
 QD1806
 QD1806;                    North         East     Units Scale Factor Converg.
 QD1806;SPC OR S     -   267,432.161 1,446,866.150   MT  1.00001914   -0 27 13.6
 QD1806;SPC OR S     -   877,402.10  4,746,936.19   iFT  1.00001914   -0 27 13.6
 QD1806;UTM  10      - 4,881,527.703   647,080.910   MT  0.99986606   +1 16 40.1
 QD1806
 QD1806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1806!SPC OR S     -   0.99983873  x   1.00001914  =   0.99985787
 QD1806!UTM  10      -   0.99983873  x   0.99986606  =   0.99970481
 QD1806
 QD1806                          SUPERSEDED SURVEY CONTROL
 QD1806
 QD1806  NAD 83(1986)-  44 04 19.78367(N)    121 09 47.75530(W) AD(       ) 2
 QD1806  NGVD 29 (11/30/89) 1048.4    (m)         3440.     (f) VERT ANG    3  
 QD1806
 QD1806.Superseded values are not recommended for survey control.
 QD1806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1806.See file dsdata.txt to determine how the superseded data were derived.
 QD1806
 QD1806_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP4708181528(NAD 83)
 QD1806_MARKER: DD = SURVEY DISK
 QD1806_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QD1806_SP_SET: METAL PIPE IMBEDDED IN GROUND
 QD1806_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QD1806_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD1806
 QD1806  HISTORY     - Date     Condition        Report By
 QD1806  HISTORY     - 1979     MONUMENTED       JKPLS
 QD1806
 QD1806                          STATION DESCRIPTION
 QD1806
 QD1806'DESCRIBED BY JEFF KERN PROFESSIONAL LAND SURVEYOR 1979 (JAK)
 QD1806'THE STATION IS ABOUT 9.6 MILES EAST OF BEND ON THE LEFT SIDE OF
 QD1806'STENKAMP ROAD.
 QD1806'
 QD1806'TO REACH THE STATION FROM THE COURTHOUSE IN BEND, GO EAST ON
 QD1806'GREENWOOD AVENUE AND HIGHWAY 20 FOR 6.3 MILES TO THE JUNCTION WITH
 QD1806'BEAR CREEK ROAD.  TURN LEFT AND GO EAST ON BEAR CREEK ROAD FOR 1.8
 QD1806'MILES TO THE JUNCTION WITH BENNETT ROAD.  TURN LEFT AND GO NORTH
 QD1806'ON BENNETT ROAD FOR 1.0 MILE TO THE JUNCTION WITH ALFALFA MARKET ROAD
 QD1806'AT WHICH POINT BENNETT ROAD CHANGES TO STENKAMP ROAD.  CONTINUE NORTH
 QD1806'ON STENKAMP 0.5 MILES TO THE STATION.
 QD1806'
 QD1806'STATION IS A STANDARD DESCHUTES COUNTY DISK STAMPED---BC-040 1979---.
 QD1806'THE DISK IS SET IN CONCRETE INSIDE A 4 INCH WATER PIPE WHICH
 QD1806'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 4 FEET WEST ON THE EDGE
 QD1806'OF PAVEMENT ON THE SHOULDER OF STENKAMP ROAD.  IT IS 40 FEET
 QD1806'SOUTHWESTERLY OF POWER POLE NUMBER 8.  IT IS 10 FEET NORTH OF CENTER-
 QD1806'LINE OF GRAVELED DRIVEWAY, ADDRESS 62590 STENKEMP ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1807 ***********************************************************************
 QD1807  DESIGNATION -  BC 050
 QD1807  PID         -  QD1807
 QD1807  STATE/COUNTY-  OR/DESCHUTES
 QD1807  USGS QUAD   -  BEND AIRPORT (1962)
 QD1807
 QD1807                         *CURRENT SURVEY CONTROL
 QD1807  ___________________________________________________________________
 QD1807* NAD 83(1991)-  44 03 50.31568(N)    121 09 47.29704(W)     ADJUSTED  
 QD1807* NAVD 88     -      1064.2    (meters)    3491.     (feet)  VERTCON   
 QD1807  ___________________________________________________________________
 QD1807  LAPLACE CORR-           1.68  (seconds)                    DEFLEC99
 QD1807  GEOID HEIGHT-         -20.86  (meters)                     GEOID03
 QD1807  HORZ ORDER  -  SECOND
 QD1807
 QD1807.The horizontal coordinates were established by classical geodetic methods
 QD1807.and adjusted by the National Geodetic Survey in October 1991.
 QD1807
 QD1807.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1807.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1807
 QD1807.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1807
 QD1807.The geoid height was determined by GEOID03.
 QD1807
 QD1807;                    North         East     Units Scale Factor Converg.
 QD1807;SPC OR S     -   266,522.718 1,446,869.064   MT  1.00001689   -0 27 13.3
 QD1807;SPC OR S     -   874,418.37  4,746,945.75   iFT  1.00001689   -0 27 13.3
 QD1807;UTM  10      - 4,880,618.901   647,111.298   MT  0.99986617   +1 16 39.7
 QD1807
 QD1807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1807!SPC OR S     -   0.99983643  x   1.00001689  =   0.99985332
 QD1807!UTM  10      -   0.99983643  x   0.99986617  =   0.99970262
 QD1807
 QD1807                          SUPERSEDED SURVEY CONTROL
 QD1807
 QD1807  NAD 83(1986)-  44 03 50.32058(N)    121 09 47.30106(W) AD(       ) 2
 QD1807  NGVD 29 (11/30/89) 1063.0    (m)         3488.     (f) VERT ANG    3  
 QD1807
 QD1807.Superseded values are not recommended for survey control.
 QD1807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1807.See file dsdata.txt to determine how the superseded data were derived.
 QD1807
 QD1807_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP4711180619(NAD 83)
 QD1807_MARKER: DD = SURVEY DISK
 QD1807_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QD1807_SP_SET: METAL PIPE IMBEDDED IN GROUND
 QD1807_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QD1807_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD1807
 QD1807  HISTORY     - Date     Condition        Report By
 QD1807  HISTORY     - 1979     MONUMENTED       JKPLS
 QD1807
 QD1807                          STATION DESCRIPTION
 QD1807
 QD1807'DESCRIBED BY JEFF KERN PROFESSIONAL LAND SURVEYOR 1979 (JAK)
 QD1807'THE STATION IS ABOUT 9.0 MILES EAST OF BEND ON THE RIGHT SIDE
 QD1807'OF BENNETT ROAD.
 QD1807'
 QD1807'TO REACH THE STATION FROM THE COURTHOUSE IN BEND, GO EAST ON
 QD1807'GREENWOOD AVENUE AND HIGHWAY 20 FOR 6.3 MILES TO THE JUNCTION WITH
 QD1807'BEAR CREEK ROAD.  TURN LEFT AND GO EAST FOR 1.8 MILES TO THE JUNCTION
 QD1807'WITH BENNETT ROAD.  TURN LEFT AND GO NORTH FOR 0.9 MILES TO THE
 QD1807'STATION.
 QD1807'
 QD1807'STATION IS A STANDARD DESCHUTES COUNTY DISK STAMPED---BC-050 1979---.
 QD1807'THE DISK IS SET IN CONCRETE IN A 4 INCH WATER PIPE WHICH PROJECTS 2
 QD1807'INCHES ABOVE THE GROUND.  IT IS 6.5 FEET RIGHT OF THE EDGE OF
 QD1807'PAVEMENT.  IT IS 7 FEET SOUTH OF THE CENTERLINE OF A GRAVELED
 QD1807'ENTRANCE TO PASTURE LAND ON THE WEST SIDE OF BENNETT ROAD.  IT IS 8
 QD1807'FEET WEST OF A 24 INCH SAWED OFF JUNIPER TREE FENCE POST.  IT IS 500
 QD1807'FEET SOUTH OF ALFALFA MARKET ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1808 ***********************************************************************
 QD1808  DESIGNATION -  BC 051
 QD1808  PID         -  QD1808
 QD1808  STATE/COUNTY-  OR/DESCHUTES
 QD1808  USGS QUAD   -  BEND AIRPORT (1962)
 QD1808
 QD1808                         *CURRENT SURVEY CONTROL
 QD1808  ___________________________________________________________________
 QD1808* NAD 83(1991)-  44 03 04.36922(N)    121 09 47.83011(W)     ADJUSTED  
 QD1808* NAVD 88     -      1087.3    (meters)    3567.     (feet)  VERTCON   
 QD1808  ___________________________________________________________________
 QD1808  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 QD1808  GEOID HEIGHT-         -20.85  (meters)                     GEOID03
 QD1808  HORZ ORDER  -  SECOND
 QD1808
 QD1808.The horizontal coordinates were established by classical geodetic methods
 QD1808.and adjusted by the National Geodetic Survey in October 1991.
 QD1808
 QD1808.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1808.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1808
 QD1808.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1808
 QD1808.The geoid height was determined by GEOID03.
 QD1808
 QD1808;                    North         East     Units Scale Factor Converg.
 QD1808;SPC OR S     -   265,104.706 1,446,845.969   MT  1.00001342   -0 27 13.6
 QD1808;SPC OR S     -   869,766.10  4,746,869.98   iFT  1.00001342   -0 27 13.6
 QD1808;UTM  10      - 4,879,201.050   647,131.050   MT  0.99986625   +1 16 38.3
 QD1808
 QD1808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1808!SPC OR S     -   0.99983281  x   1.00001342  =   0.99984623
 QD1808!UTM  10      -   0.99983281  x   0.99986625  =   0.99969908
 QD1808
 QD1808                          SUPERSEDED SURVEY CONTROL
 QD1808
 QD1808  NAD 83(1986)-  44 03 04.37411(N)    121 09 47.83460(W) AD(       ) 2
 QD1808  NGVD 29 (11/30/89) 1086.1    (m)         3563.     (f) VERT ANG    3  
 QD1808
 QD1808.Superseded values are not recommended for survey control.
 QD1808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1808.See file dsdata.txt to determine how the superseded data were derived.
 QD1808
 QD1808_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP4713179201(NAD 83)
 QD1808_MARKER: DD = SURVEY DISK
 QD1808_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 QD1808_SP_SET: OBJECT IMBEDDED IN GROUND
 QD1808_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QD1808_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD1808
 QD1808  HISTORY     - Date     Condition        Report By
 QD1808  HISTORY     - 1979     MONUMENTED       JKPLS
 QD1808
 QD1808                          STATION DESCRIPTION
 QD1808
 QD1808'DESCRIBED BY JEFF KERN PROFESSIONAL LAND SURVEYOR 1979 (JAK)
 QD1808'THE STATION IS ABOUT 8.1 MILES EAST OF BEND ON THE CENTERLINE
 QD1808'OF BEAR CREEK ROAD AND BENNETT ROAD.
 QD1808'
 QD1808'TO REACH THE STATION FROM THE COURTHOUSE IN BEND, GO EAST ON
 QD1808'GREENWOOD AVENUE AND HIGHWAY 20 FOR 6.3 MILES TO THE JUNCTION WITH
 QD1808'BEAR CREEK ROAD.  TURN LEFT AND GO EAST ON BEAR CREEK ROAD FOR 1.8
 QD1808'MILES TO THE JUNCTION WITH BENNETT ROAD AND THE STATION.
 QD1808'
 QD1808'STATION IS A STANDARD DESCHUTES COUNTY DISK STAMPED---BC-051 1979---.
 QD1808'THE DISK IS SET IN A MONUMENT BOX MARKED ACCESS COVER.  IT IS 32
 QD1808'FEET SOUTHEASTERLY OF A UNMARKED POWER POLE AND 34 FEET NORTHEASTERLY
 QD1808'ON A POWER POLE MARKED 41.50.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1809 ***********************************************************************
 QD1809  DESIGNATION -  BC 060
 QD1809  PID         -  QD1809
 QD1809  STATE/COUNTY-  OR/DESCHUTES
 QD1809  USGS QUAD   -  BEND AIRPORT (1962)
 QD1809
 QD1809                         *CURRENT SURVEY CONTROL
 QD1809  ___________________________________________________________________
 QD1809* NAD 83(1991)-  44 03 04.48714(N)    121 10 54.15614(W)     ADJUSTED  
 QD1809* NAVD 88     -      1089.8    (meters)    3575.     (feet)  VERTCON   
 QD1809  ___________________________________________________________________
 QD1809  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 QD1809  GEOID HEIGHT-         -20.86  (meters)                     GEOID03
 QD1809  HORZ ORDER  -  SECOND
 QD1809
 QD1809.The horizontal coordinates were established by classical geodetic methods
 QD1809.and adjusted by the National Geodetic Survey in October 1991.
 QD1809
 QD1809.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1809.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1809
 QD1809.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1809
 QD1809.The geoid height was determined by GEOID03.
 QD1809
 QD1809;                    North         East     Units Scale Factor Converg.
 QD1809;SPC OR S     -   265,120.201 1,445,369.587   MT  1.00001343   -0 27 59.0
 QD1809;SPC OR S     -   869,816.93  4,742,026.20   iFT  1.00001343   -0 27 59.0
 QD1809;UTM  10      - 4,879,171.946   645,655.095   MT  0.99986093   +1 15 52.1
 QD1809
 QD1809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1809!SPC OR S     -   0.99983241  x   1.00001343  =   0.99984584
 QD1809!UTM  10      -   0.99983241  x   0.99986093  =   0.99969337
 QD1809
 QD1809                          SUPERSEDED SURVEY CONTROL
 QD1809
 QD1809  NAD 83(1986)-  44 03 04.49237(N)    121 10 54.16064(W) AD(       ) 2
 QD1809  NGVD 29 (11/30/89) 1088.7    (m)         3572.     (f) VERT ANG    3  
 QD1809
 QD1809.Superseded values are not recommended for survey control.
 QD1809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1809.See file dsdata.txt to determine how the superseded data were derived.
 QD1809
 QD1809_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP4565579172(NAD 83)
 QD1809_MARKER: DD = SURVEY DISK
 QD1809_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QD1809_SP_SET: METAL PIPE IMBEDDED IN GROUND
 QD1809_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QD1809_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD1809
 QD1809  HISTORY     - Date     Condition        Report By
 QD1809  HISTORY     - 1979     MONUMENTED       JKPLS
 QD1809
 QD1809                          STATION DESCRIPTION
 QD1809
 QD1809'DESCRIBED BY JEFF KERN PROFESSIONAL LAND SURVEYOR 1979 (JAK)
 QD1809'THE STATION IS ABOUT 7.1 MILES EAST OF BEND ON THE LEFT SIDE OF
 QD1809'BEAR CREEK ROAD.
 QD1809'
 QD1809'TO REACH THE STATION FROM THE COURTHOUSE IN BEND, GO EAST ON
 QD1809'GREENWOOD AVENUE AND HIGHWAY 20 FOR 6.3 MILES TO THE JUNCTION WITH
 QD1809'BEAR CREEK ROAD.  TURN LEFT AND GO EAST ON BEAR CREEK ROAD FOR 0.8
 QD1809'MILES TO THE STATION.
 QD1809'
 QD1809'STATION IS A STANDARD DESCHUTES COUNTY DISK STAMPED---BC-060 1979---.
 QD1809'THE DISK IS SET IN CONCRETE IN A 4 INCH WATER PIPE WHICH IS
 QD1809'1 FOOT BELOW GROUND LEVEL.  IT IS 3.5 FEET NORTH OF THE
 QD1809'EDGE OF PAVEMENT ON THE SHOULDER OF BEAR CREEK ROAD.  IT IS 230 FEET
 QD1809'WEST OF THE INTERSECTION OF BEAR CREEK ROAD AND CODY ROAD.  IT IS 53
 QD1809'FEET SOUTHEASTERLY OF POWER POLE NUMBERED 31.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1810 ***********************************************************************
 QD1810  DESIGNATION -  BC 070
 QD1810  PID         -  QD1810
 QD1810  STATE/COUNTY-  OR/DESCHUTES
 QD1810  USGS QUAD   -  BEND AIRPORT (1962)
 QD1810
 QD1810                         *CURRENT SURVEY CONTROL
 QD1810  ___________________________________________________________________
 QD1810* NAD 83(1991)-  44 03 04.13609(N)    121 11 25.60501(W)     ADJUSTED  
 QD1810* NAVD 88     -      1088.5    (meters)    3571.     (feet)  VERTCON   
 QD1810  ___________________________________________________________________
 QD1810  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 QD1810  GEOID HEIGHT-         -20.86  (meters)                     GEOID03
 QD1810  HORZ ORDER  -  SECOND
 QD1810
 QD1810.The horizontal coordinates were established by classical geodetic methods
 QD1810.and adjusted by the National Geodetic Survey in October 1991.
 QD1810
 QD1810.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1810.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1810
 QD1810.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1810
 QD1810.The geoid height was determined by GEOID03.
 QD1810
 QD1810;                    North         East     Units Scale Factor Converg.
 QD1810;SPC OR S     -   265,115.101 1,444,669.450   MT  1.00001340   -0 28 20.5
 QD1810;SPC OR S     -   869,800.20  4,739,729.17   iFT  1.00001340   -0 28 20.5
 QD1810;UTM  10      - 4,879,145.706   644,955.539   MT  0.99985843   +1 15 30.2
 QD1810
 QD1810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1810!SPC OR S     -   0.99983263  x   1.00001340  =   0.99984602
 QD1810!UTM  10      -   0.99983263  x   0.99985843  =   0.99969108
 QD1810
 QD1810                          SUPERSEDED SURVEY CONTROL
 QD1810
 QD1810  NAD 83(1986)-  44 03 04.14146(N)    121 11 25.60952(W) AD(       ) 2
 QD1810  NGVD 29 (11/30/89) 1087.3    (m)         3567.     (f) VERT ANG    3  
 QD1810
 QD1810.Superseded values are not recommended for survey control.
 QD1810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1810.See file dsdata.txt to determine how the superseded data were derived.
 QD1810
 QD1810_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP4495679146(NAD 83)
 QD1810_MARKER: DD = SURVEY DISK
 QD1810_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QD1810_SP_SET: METAL PIPE IMBEDDED IN GROUND
 QD1810_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QD1810_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD1810
 QD1810  HISTORY     - Date     Condition        Report By
 QD1810  HISTORY     - 1979     MONUMENTED       JKPLS
 QD1810
 QD1810                          STATION DESCRIPTION
 QD1810
 QD1810'DESCRIBED BY JEFF KERN PROFESSIONAL LAND SURVEYOR 1979 (JAK)
 QD1810'THE STATION IS ABOUT 6.6 MILES EAST OF BEND ON THE RIGHT SIDE OF
 QD1810'BEAR CREEK ROAD.
 QD1810'
 QD1810'TO REACH THE STATION FROM THE COURTHOUSE IN BEND, GO EAST ON
 QD1810'GREENWOOD AVENUE AND HIGHWAY 20 FOR 6.3 MILES TO THE JUNCTION WITH
 QD1810'BEAR CREEK ROAD.  TURN LEFT AND GO EAST ON BEAR CREEK ROAD FOR 0.3
 QD1810'MILES TO THE STATION.
 QD1810'
 QD1810'STATION IS A STANDARD DESCHUTES COUNTY DISK STAMPED---BC-070 1979---.
 QD1810'THE DISK IS SET IN CONCRETE IN A 4 INCH WATER PIPE WHICH IS 4 INCHES
 QD1810'BELOW GROUND LEVEL.  IT IS 4 FEET SOUTH OF EDGE OF PAVEMENT
 QD1810'APPROXIMATELY 600 FEET EAST OF BYRAM ROAD INTERSECTION.  IT IS 42
 QD1810'FEET SOUTHWEST OF POWER POLE NUMBER 26.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1811 ***********************************************************************
 QD1811  DESIGNATION -  BC 080
 QD1811  PID         -  QD1811
 QD1811  STATE/COUNTY-  OR/DESCHUTES
 QD1811  USGS QUAD   -  BEND AIRPORT (1962)
 QD1811
 QD1811                         *CURRENT SURVEY CONTROL
 QD1811  ___________________________________________________________________
 QD1811* NAD 83(1991)-  44 03 03.94275(N)    121 12 32.03910(W)     ADJUSTED  
 QD1811* NAVD 88     -      1097.7    (meters)    3601.     (feet)  VERTCON   
 QD1811  ___________________________________________________________________
 QD1811  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 QD1811  GEOID HEIGHT-         -20.88  (meters)                     GEOID03
 QD1811  HORZ ORDER  -  SECOND
 QD1811
 QD1811.The horizontal coordinates were established by classical geodetic methods
 QD1811.and adjusted by the National Geodetic Survey in October 1991.
 QD1811
 QD1811.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1811.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1811
 QD1811.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1811
 QD1811.The geoid height was determined by GEOID03.
 QD1811
 QD1811;                    North         East     Units Scale Factor Converg.
 QD1811;SPC OR S     -   265,121.489 1,443,190.585   MT  1.00001339   -0 29 06.0
 QD1811;SPC OR S     -   869,821.16  4,734,877.25   iFT  1.00001339   -0 29 06.0
 QD1811;UTM  10      - 4,879,107.433   643,477.389   MT  0.99985319   +1 14 44.0
 QD1811
 QD1811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1811!SPC OR S     -   0.99983118  x   1.00001339  =   0.99984456
 QD1811!UTM  10      -   0.99983118  x   0.99985319  =   0.99968439
 QD1811
 QD1811                          SUPERSEDED SURVEY CONTROL
 QD1811
 QD1811  NAD 83(1986)-  44 03 03.94840(N)    121 12 32.04365(W) AD(       ) 2
 QD1811  NGVD 29 (11/30/89) 1096.6    (m)         3598.     (f) VERT ANG    3  
 QD1811
 QD1811.Superseded values are not recommended for survey control.
 QD1811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1811.See file dsdata.txt to determine how the superseded data were derived.
 QD1811
 QD1811_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP4347779107(NAD 83)
 QD1811_MARKER: DD = SURVEY DISK
 QD1811_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QD1811_SP_SET: METAL PIPE IMBEDDED IN GROUND
 QD1811_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QD1811_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD1811
 QD1811  HISTORY     - Date     Condition        Report By
 QD1811  HISTORY     - 1980     MONUMENTED       JKPLS
 QD1811
 QD1811                          STATION DESCRIPTION
 QD1811
 QD1811'DESCRIBED BY JEFF KERN PROFESSIONAL LAND SURVEYOR 1980 (JAK)
 QD1811'THE STATION IS ABOUT 5.5 MILES EAST OF BEND ON THE SOUTH SIDE OF BEAR
 QD1811'CREEK ROAD.
 QD1811'
 QD1811'TO REACH THE STATION FROM THE COURTHOUSE IN BEND, GO EAST ON GREENWOOD
 QD1811'AVENUE AND HIGHWAY 20, FOR 3.5 MILES TO THE JUNCTION WITH WARD ROAD.
 QD1811'TURN RIGHT AND GO SOUTH ON WARD ROAD FOR 0.2 MILES, TO THE JUNCTION
 QD1811'WITH BEAR CREEK ROAD.  TURN LEFT AND GO EAST ON BEAR CREEK ROAD, FOR
 QD1811'1.8 MILES TO THE STATION.
 QD1811'
 QD1811'STATION IS A STANDARD DESCHUTES COUNTY DISK STAMPED---BC 080 1980---.
 QD1811'THE DISK IS SET IN 4 INCH WATER PIPE, 1 INCH ABOVE THE GROUND, 9 FEET
 QD1811'SOUTH OF EDGE OF PAVEMENT, 45 FEET WEST OF POWER POLE WITH NO NUMBER
 QD1811'AND 55 FEET EAST OF IRRIGATION CANAL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1812 ***********************************************************************
 QD1812  DESIGNATION -  BC 090
 QD1812  PID         -  QD1812
 QD1812  STATE/COUNTY-  OR/DESCHUTES
 QD1812  USGS QUAD   -  BEND AIRPORT (1962)
 QD1812
 QD1812                         *CURRENT SURVEY CONTROL
 QD1812  ___________________________________________________________________
 QD1812* NAD 83(1991)-  44 03 04.49551(N)    121 13 43.63383(W)     ADJUSTED  
 QD1812* NAVD 88     -      1109.6    (meters)    3640.     (feet)  VERTCON   
 QD1812  ___________________________________________________________________
 QD1812  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 QD1812  GEOID HEIGHT-         -20.89  (meters)                     GEOID03
 QD1812  HORZ ORDER  -  SECOND
 QD1812
 QD1812.The horizontal coordinates were established by classical geodetic methods
 QD1812.and adjusted by the National Geodetic Survey in October 1991.
 QD1812
 QD1812.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1812.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1812
 QD1812.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1812
 QD1812.The geoid height was determined by GEOID03.
 QD1812
 QD1812;                    North         East     Units Scale Factor Converg.
 QD1812;SPC OR S     -   265,152.229 1,441,597.046   MT  1.00001343   -0 29 55.0
 QD1812;SPC OR S     -   869,922.01  4,729,649.10   iFT  1.00001343   -0 29 55.0
 QD1812;UTM  10      - 4,879,090.041   641,883.908   MT  0.99984759   +1 13 54.2
 QD1812
 QD1812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1812!SPC OR S     -   0.99982931  x   1.00001343  =   0.99984274
 QD1812!UTM  10      -   0.99982931  x   0.99984759  =   0.99967692
 QD1812
 QD1812                          SUPERSEDED SURVEY CONTROL
 QD1812
 QD1812  NAD 83(1986)-  44 03 04.50141(N)    121 13 43.63841(W) AD(       ) 2
 QD1812  NGVD 29 (11/30/89) 1108.5    (m)         3637.     (f) VERT ANG    3  
 QD1812
 QD1812.Superseded values are not recommended for survey control.
 QD1812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1812.See file dsdata.txt to determine how the superseded data were derived.
 QD1812
 QD1812_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP4188479090(NAD 83)
 QD1812_MARKER: DD = SURVEY DISK
 QD1812_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QD1812_SP_SET: METAL PIPE IMBEDDED IN GROUND
 QD1812_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QD1812_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD1812
 QD1812  HISTORY     - Date     Condition        Report By
 QD1812  HISTORY     - 1979     MONUMENTED       JKPLS
 QD1812
 QD1812                          STATION DESCRIPTION
 QD1812
 QD1812'DESCRIBED BY JEFF KERN PROFESSIONAL LAND SURVEYOR 1979 (JAK)
 QD1812'THE STATION IS ABOUT 4.5 MILES EAST OF BEND ON THE NORTH SIDE OF
 QD1812'BEAR CREEK ROAD.
 QD1812'
 QD1812'TO REACH THE STATION FROM THE COURTHOUSE IN BEND, GO EAST ON
 QD1812'GREENWOOD AVENUE AND HIGHWAY 20 FOR 3.5 MILES TO THE JUNCTION WITH
 QD1812'WARD ROAD.  TURN RIGHT AND GO SOUTH ON WARD ROAD FOR 0.2 MILES TO THE
 QD1812'JUNCTION WITH BEAR CREEK ROAD.  TURN LEFT AND GO EAST ON BEAR CREEK
 QD1812'ROAD FOR 0.8 MILES TO THE STATION.
 QD1812'
 QD1812'STATION IS A STANDARD DESCHUTES COUNTY DISK STAMPED---BC-090 1979---.
 QD1812'THE DISK IS SET IN CONCRETE, INSIDE 4 INCH WATER PIPE WHICH
 QD1812'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 5.5 FEET NORTH OF EDGE OF
 QD1812'PAVEMENT.  IT IS 70 FEET WEST OF POWER POLE NUMBERED 367001.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1813 ***********************************************************************
 QD1813  DESIGNATION -  BC 100
 QD1813  PID         -  QD1813
 QD1813  STATE/COUNTY-  OR/DESCHUTES
 QD1813  USGS QUAD   -  BEND AIRPORT (1962)
 QD1813
 QD1813                         *CURRENT SURVEY CONTROL
 QD1813  ___________________________________________________________________
 QD1813* NAD 83(1991)-  44 03 04.31822(N)    121 14 07.78366(W)     ADJUSTED  
 QD1813* NAVD 88     -      1109.6    (meters)    3640.     (feet)  VERTCON   
 QD1813  ___________________________________________________________________
 QD1813  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 QD1813  GEOID HEIGHT-         -20.89  (meters)                     GEOID03
 QD1813  HORZ ORDER  -  SECOND
 QD1813
 QD1813.The horizontal coordinates were established by classical geodetic methods
 QD1813.and adjusted by the National Geodetic Survey in October 1991.
 QD1813
 QD1813.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1813.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1813
 QD1813.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1813
 QD1813.The geoid height was determined by GEOID03.
 QD1813
 QD1813;                    North         East     Units Scale Factor Converg.
 QD1813;SPC OR S     -   265,151.457 1,441,059.429   MT  1.00001342   -0 30 11.5
 QD1813;SPC OR S     -   869,919.48  4,727,885.27   iFT  1.00001342   -0 30 11.5
 QD1813;UTM  10      - 4,879,073.039   641,346.648   MT  0.99984572   +1 13 37.4
 QD1813
 QD1813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1813!SPC OR S     -   0.99982931  x   1.00001342  =   0.99984273
 QD1813!UTM  10      -   0.99982931  x   0.99984572  =   0.99967506
 QD1813
 QD1813                          SUPERSEDED SURVEY CONTROL
 QD1813
 QD1813  NAD 83(1986)-  44 03 04.32419(N)    121 14 07.78825(W) AD(       ) 2
 QD1813  NGVD 29 (11/30/89) 1108.5    (m)         3637.     (f) VERT ANG    3  
 QD1813
 QD1813.Superseded values are not recommended for survey control.
 QD1813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1813.See file dsdata.txt to determine how the superseded data were derived.
 QD1813
 QD1813_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP4134779073(NAD 83)
 QD1813_MARKER: DD = SURVEY DISK
 QD1813_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QD1813_SP_SET: METAL PIPE IMBEDDED IN GROUND
 QD1813_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QD1813_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD1813
 QD1813  HISTORY     - Date     Condition        Report By
 QD1813  HISTORY     - 1979     MONUMENTED       JKPLS
 QD1813
 QD1813                          STATION DESCRIPTION
 QD1813
 QD1813'DESCRIBED BY JEFF KERN PROFESSIONAL LAND SURVEYOR 1979 (JAK)
 QD1813'THE STATION IS ABOUT 4.1 MILES EAST OF BEND ON THE SOUTH SIDE OF
 QD1813'BEAR CREEK ROAD.
 QD1813'
 QD1813'TO REACH THE STATION FROM THE COURTHOUSE IN BEND, GO EAST ON
 QD1813'GREENWOOD AVENUE AND HIGHWAY 20 FOR 3.5 MILES TO THE JUNCTION WITH
 QD1813'WARD ROAD.  TURN RIGHT AND GO SOUTH ON WARD ROAD FOR 0.2 MILES TO THE
 QD1813'JUNCTION WITH BEAR CREEK ROAD.  TURN LEFT AND GO EAST ON BEAR CREEK
 QD1813'ROAD FOR 0.4 MILES TO THE STATION.
 QD1813'
 QD1813'STATION IS A STANDARD DESCHUTES COUNTY DISK STAMPED---BC-100 1979---.
 QD1813'THE DISK IS SET IN CONCRETE, INSIDE A 4 INCH WATER PIPE WHICH
 QD1813'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 7 FEET SOUTH OF THE EDGE
 QD1813'OF PAVEMENT.  IT IS 20 FEET WEST OF THE CENTERLINE OF PAVED DRIVEWAY,
 QD1813'ADDRESS 21765.  IT IS 13 FEET WEST OF POWER POLE NUMBERED 014900.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1814 ***********************************************************************
 QD1814  DESIGNATION -  BC 110
 QD1814  PID         -  QD1814
 QD1814  STATE/COUNTY-  OR/DESCHUTES
 QD1814  USGS QUAD   -  BEND (1981)
 QD1814
 QD1814                         *CURRENT SURVEY CONTROL
 QD1814  ___________________________________________________________________
 QD1814* NAD 83(1991)-  44 03 05.22085(N)    121 15 20.51805(W)     ADJUSTED  
 QD1814* NAVD 88     -      1114.3    (meters)    3656.     (feet)  VERTCON   
 QD1814  ___________________________________________________________________
 QD1814  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 QD1814  GEOID HEIGHT-         -20.90  (meters)                     GEOID03
 QD1814  HORZ ORDER  -  SECOND
 QD1814
 QD1814.The horizontal coordinates were established by classical geodetic methods
 QD1814.and adjusted by the National Geodetic Survey in October 1991.
 QD1814
 QD1814.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1814.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1814
 QD1814.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1814
 QD1814.The geoid height was determined by GEOID03.
 QD1814
 QD1814;                    North         East     Units Scale Factor Converg.
 QD1814;SPC OR S     -   265,193.730 1,439,440.631   MT  1.00001348   -0 31 01.2
 QD1814;SPC OR S     -   870,058.17  4,722,574.25   iFT  1.00001348   -0 31 01.2
 QD1814;UTM  10      - 4,879,066.420   639,727.589   MT  0.99984013   +1 12 46.9
 QD1814
 QD1814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1814!SPC OR S     -   0.99982859  x   1.00001348  =   0.99984206
 QD1814!UTM  10      -   0.99982859  x   0.99984013  =   0.99966874
 QD1814
 QD1814                          SUPERSEDED SURVEY CONTROL
 QD1814
 QD1814  NAD 83(1986)-  44 03 05.22700(N)    121 15 20.52266(W) AD(       ) 2
 QD1814  NGVD 29 (11/30/89) 1113.1    (m)         3652.     (f) VERT ANG    3  
 QD1814
 QD1814.Superseded values are not recommended for survey control.
 QD1814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1814.See file dsdata.txt to determine how the superseded data were derived.
 QD1814
 QD1814_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP3972879066(NAD 83)
 QD1814_MARKER: DD = SURVEY DISK
 QD1814_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QD1814_SP_SET: METAL PIPE IMBEDDED IN GROUND
 QD1814_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QD1814_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD1814
 QD1814  HISTORY     - Date     Condition        Report By
 QD1814  HISTORY     - 1979     MONUMENTED       JKPLS
 QD1814
 QD1814                          STATION DESCRIPTION
 QD1814
 QD1814'DESCRIBED BY JEFF KERN PROFESSIONAL LAND SURVEYOR 1979 (JAK)
 QD1814'THE STATION IS ABOUT 4.3 MILES EAST OF BEND ON THE SOUTH SIDE OF
 QD1814'BEAR CREEK ROAD.
 QD1814'
 QD1814'TO REACH THE STATION FROM THE COURTHOUSE IN BEND, GO EAST ON
 QD1814'GREENWOOD AVENUE AND HIGHWAY 20 FOR 3.5 MILES TO THE JUNCTION WITH
 QD1814'WARD ROAD.  TURN RIGHT AND GO SOUTH ON WARD ROAD FOR 0.2 MILES TO
 QD1814'THE JUNCTION WITH BEAR CREEK ROAD.  TURN RIGHT AND GO WEST ON BEAR
 QD1814'CREEK ROAD FOR 0.6 MILES TO THE STATION.
 QD1814'
 QD1814'STATION IS A STANDARD DESCHUTES COUNTY DISK STAMPED---BC-110 1979---.
 QD1814'THE DISK IS SET IN CONCRETE, INSIDE A 4 INCH WATER PIPE WHICH
 QD1814'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 5.5 FEET SOUTH OF THE
 QD1814'EDGE OF PAVEMENT.  IT IS 13 FEET WEST OF CENTERLINE OF CONCRETE BOX.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1815 ***********************************************************************
 QD1815  DESIGNATION -  BC 120
 QD1815  PID         -  QD1815
 QD1815  STATE/COUNTY-  OR/DESCHUTES
 QD1815  USGS QUAD   -  BEND (1981)
 QD1815
 QD1815                         *CURRENT SURVEY CONTROL
 QD1815  ___________________________________________________________________
 QD1815* NAD 83(1991)-  44 03 04.95698(N)    121 15 48.92913(W)     ADJUSTED  
 QD1815* NAVD 88     -      1114.5    (meters)    3656.     (feet)  VERTCON   
 QD1815  ___________________________________________________________________
 QD1815  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 QD1815  GEOID HEIGHT-         -20.90  (meters)                     GEOID03
 QD1815  HORZ ORDER  -  SECOND
 QD1815
 QD1815.The horizontal coordinates were established by classical geodetic methods
 QD1815.and adjusted by the National Geodetic Survey in October 1991.
 QD1815
 QD1815.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1815.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1815
 QD1815.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1815
 QD1815.The geoid height was determined by GEOID03.
 QD1815
 QD1815;                    North         East     Units Scale Factor Converg.
 QD1815;SPC OR S     -   265,191.323 1,438,808.137   MT  1.00001346   -0 31 20.7
 QD1815;SPC OR S     -   870,050.27  4,720,499.14   iFT  1.00001346   -0 31 20.7
 QD1815;UTM  10      - 4,879,044.922   639,095.566   MT  0.99983796   +1 12 27.1
 QD1815
 QD1815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1815!SPC OR S     -   0.99982855  x   1.00001346  =   0.99984200
 QD1815!UTM  10      -   0.99982855  x   0.99983796  =   0.99966653
 QD1815
 QD1815                          SUPERSEDED SURVEY CONTROL
 QD1815
 QD1815  NAD 83(1986)-  44 03 04.96318(N)    121 15 48.93375(W) AD(       ) 2
 QD1815  NGVD 29 (11/30/89) 1113.4    (m)         3653.     (f) VERT ANG    3  
 QD1815
 QD1815.Superseded values are not recommended for survey control.
 QD1815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1815.See file dsdata.txt to determine how the superseded data were derived.
 QD1815
 QD1815_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP3909679045(NAD 83)
 QD1815_MARKER: DD = SURVEY DISK
 QD1815_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 QD1815_SP_SET: OBJECT IMBEDDED IN GROUND
 QD1815_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QD1815_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD1815
 QD1815  HISTORY     - Date     Condition        Report By
 QD1815  HISTORY     - 1979     MONUMENTED       JKPLS
 QD1815
 QD1815                          STATION DESCRIPTION
 QD1815
 QD1815'DESCRIBED BY JEFF KERN PROFESSIONAL LAND SURVEYOR 1979 (JAK)
 QD1815'THE STATION IS ABOUT 2.7 MILES EAST OF BEND ON THE WEST SIDE OF ARNOLD
 QD1815'MARKET ROAD.
 QD1815'
 QD1815'TO REACH THE STATION FROM THE COURTHOUSE IN BEND, GO EAST ON GREENWOOD
 QD1815'AVENUE AND HIGHWAY 20 FOR 2.5 MILES TO THE JUNCTION WITH ARNOLD MARKET
 QD1815'ROAD.  TURN RIGHT, GO SOUTH ON ARNOLD MARKET ROAD FOR 0.2 MILES TO THE
 QD1815'JUNCTION WITH BEAR CREEK ROAD AND THE STATION.
 QD1815'
 QD1815'STATION IS A BRASS CAP STAMPED---T. 17 S., R. 12 E., AND T. 18 S.,
 QD1815'R. 12 E., SECTION CORNER COMMON TO SECTIONS 34, 35, 2 AND 3---.
 QD1815'THE DISK IS SET IN MONUMENT BOX, IN PAVEMENT.  IT IS 10 FEET WEST OF
 QD1815'CENTERLINE OF ARNOLD MARKET ROAD.  IT IS 3 FEET SOUTH OF CENTERLINE OF
 QD1815'BEAR CREEK ROAD.  IT IS 35 FEET NORTHEASTERLY OF POWER POLE
 QD1815'NUMBER 039900.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1816 ***********************************************************************
 QD1816  DESIGNATION -  BC 130
 QD1816  PID         -  QD1816
 QD1816  STATE/COUNTY-  OR/DESCHUTES
 QD1816  USGS QUAD   -  BEND (1981)
 QD1816
 QD1816                         *CURRENT SURVEY CONTROL
 QD1816  ___________________________________________________________________
 QD1816* NAD 83(1991)-  44 02 39.39479(N)    121 15 49.00153(W)     ADJUSTED  
 QD1816* NAVD 88     -      1123.7    (meters)    3687.     (feet)  VERTCON   
 QD1816  ___________________________________________________________________
 QD1816  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 QD1816  GEOID HEIGHT-         -20.89  (meters)                     GEOID03
 QD1816  HORZ ORDER  -  SECOND
 QD1816
 QD1816.The horizontal coordinates were established by classical geodetic methods
 QD1816.and adjusted by the National Geodetic Survey in October 1991.
 QD1816
 QD1816.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1816.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1816
 QD1816.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1816
 QD1816.The geoid height was determined by GEOID03.
 QD1816
 QD1816;                    North         East     Units Scale Factor Converg.
 QD1816;SPC OR S     -   264,402.389 1,438,799.331   MT  1.00001155   -0 31 20.7
 QD1816;SPC OR S     -   867,461.91  4,720,470.25   iFT  1.00001155   -0 31 20.7
 QD1816;UTM  10      - 4,878,256.220   639,110.577   MT  0.99983801   +1 12 26.5
 QD1816
 QD1816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1816!SPC OR S     -   0.99982710  x   1.00001155  =   0.99983865
 QD1816!UTM  10      -   0.99982710  x   0.99983801  =   0.99966514
 QD1816
 QD1816                          SUPERSEDED SURVEY CONTROL
 QD1816
 QD1816  NAD 83(1986)-  44 02 39.40098(N)    121 15 49.00619(W) AD(       ) 2
 QD1816  NGVD 29 (11/30/89) 1122.6    (m)         3683.     (f) VERT ANG    3  
 QD1816
 QD1816.Superseded values are not recommended for survey control.
 QD1816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1816.See file dsdata.txt to determine how the superseded data were derived.
 QD1816
 QD1816_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP3911178256(NAD 83)
 QD1816_MARKER: DD = SURVEY DISK
 QD1816_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 QD1816_SP_SET: OBJECT IMBEDDED IN GROUND
 QD1816_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QD1816_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD1816
 QD1816  HISTORY     - Date     Condition        Report By
 QD1816  HISTORY     - 1979     MONUMENTED       JKPLS
 QD1816
 QD1816                          STATION DESCRIPTION
 QD1816
 QD1816'DESCRIBED BY JEFF KERN PROFESSIONAL LAND SURVEYOR 1979 (JAK)
 QD1816'THE STATION IS ABOUT 3.2 MILES EAST OF BEND ON THE WEST SIDE OF
 QD1816'ARNOLD MARKET ROAD.
 QD1816'
 QD1816'TO REACH THE STATION FROM THE COURTHOUSE IN BEND, GO EAST ON
 QD1816'GREENWOOD AVENUE AND HIGHWAY 20 FOR 2.5 MILES TO THE JUNCTION WITH
 QD1816'ARNOLD MARKET ROAD.  TURN RIGHT, GO SOUTH ON ARNOLD MARKET ROAD
 QD1816'FOR 0.7 MILES TO THE STATION.
 QD1816'
 QD1816'STATION IS A BRASS CAP---T. 18 S., R. 12 E., 1/4 CORNER BETWEEN
 QD1816'SECTION 2 AND 3---.
 QD1816'THE DISK IS SET IN A MONUMENT BOX, IN THE PAVEMENT OF THE SOUTHBOUND
 QD1816'DRIVING LANE OF ARNOLD MARKET ROAD.  IT IS 8.5 FEET WEST OF CENTER-
 QD1816'LINE.  IT IS 33 FEET SOUTHEASTERLY OF POWER POLE NUMBER 039501.  IT
 QD1816'IS 5 FEET NORTH OF CENTERLINE OF A CINDERED ROAD ON THE EAST SIDE OF
 QD1816'ARNOLD MARKET ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1818 ***********************************************************************
 QD1818  DESIGNATION -  BC 150
 QD1818  PID         -  QD1818
 QD1818  STATE/COUNTY-  OR/DESCHUTES
 QD1818  USGS QUAD   -  BEND (1981)
 QD1818
 QD1818                         *CURRENT SURVEY CONTROL
 QD1818  ___________________________________________________________________
 QD1818* NAD 83(1991)-  44 01 54.05006(N)    121 15 49.05151(W)     ADJUSTED  
 QD1818* NAVD 88     -      1130.5    (meters)    3709.     (feet)  VERTCON   
 QD1818  ___________________________________________________________________
 QD1818  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 QD1818  GEOID HEIGHT-         -20.86  (meters)                     GEOID03
 QD1818  HORZ ORDER  -  SECOND
 QD1818
 QD1818.The horizontal coordinates were established by classical geodetic methods
 QD1818.and adjusted by the National Geodetic Survey in October 1991.
 QD1818
 QD1818.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1818.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1818
 QD1818.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1818
 QD1818.The geoid height was determined by GEOID03.
 QD1818
 QD1818;                    North         East     Units Scale Factor Converg.
 QD1818;SPC OR S     -   263,002.892 1,438,785.457   MT  1.00000821   -0 31 20.8
 QD1818;SPC OR S     -   862,870.38  4,720,424.73   iFT  1.00000821   -0 31 20.8
 QD1818;UTM  10      - 4,876,857.182   639,138.946   MT  0.99983811   +1 12 25.5
 QD1818
 QD1818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1818!SPC OR S     -   0.99982604  x   1.00000821  =   0.99983425
 QD1818!UTM  10      -   0.99982604  x   0.99983811  =   0.99966418
 QD1818
 QD1818                          SUPERSEDED SURVEY CONTROL
 QD1818
 QD1818  NAD 83(1986)-  44 01 54.05625(N)    121 15 49.05614(W) AD(       ) 2
 QD1818  NGVD 29 (11/30/89) 1129.3    (m)         3705.     (f) VERT ANG    3  
 QD1818
 QD1818.Superseded values are not recommended for survey control.
 QD1818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1818.See file dsdata.txt to determine how the superseded data were derived.
 QD1818
 QD1818_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP3913976857(NAD 83)
 QD1818_MARKER: DD = SURVEY DISK
 QD1818_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QD1818_SP_SET: METAL PIPE IMBEDDED IN GROUND
 QD1818_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QD1818_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD1818
 QD1818  HISTORY     - Date     Condition        Report By
 QD1818  HISTORY     - 1979     MONUMENTED       JKPLS
 QD1818
 QD1818                          STATION DESCRIPTION
 QD1818
 QD1818'DESCRIBED BY JEFF KERN PROFESSIONAL LAND SURVEYOR 1979 (JAK)
 QD1818'THE STATION IS ABOUT 4.1 MILES SOUTHEAST OF BEND ON THE EAST SIDE OF
 QD1818'ARNOLD MARKET ROAD.
 QD1818'
 QD1818'TO REACH THE STATION FROM THE COURTHOUSE IN BEND, GO EAST ON
 QD1818'GREENWOOD AVENUE AND HIGHWAY 20 FOR 2.5 MILES TO THE JUNCTION WITH
 QD1818'ARNOLD MARKET ROAD.  TURN RIGHT, GO SOUTH ON ARNOLD MARKET ROAD
 QD1818'FOR 1.6 MILES TO THE STATION.
 QD1818'
 QD1818'STATION IS A STANDARD DESCHUTES COUNTY DISK STAMPED---BC-150 1980---.
 QD1818'THE DISK IS SET IN CONCRETE INSIDE A 4 INCH WATER PIPE WHICH
 QD1818'PROJECTS 5 INCHES ABOVE GROUND LEVEL.  IT IS 12 FEET EAST OF EDGE OF
 QD1818'PAVEMENT, 18 FEET NORTHWESTERLY OF A TRIPLE JUNIPER.  IT IS 35 FEET
 QD1818'NORTH OF CENTERLINE OF SECOND ENTRANCE TO COUNTRY SUNSET MOBILE HOME
 QD1818'PARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1980 ***********************************************************************
 SC1980  DESIGNATION -  BCN NO 1 1913
 SC1980  PID         -  SC1980
 SC1980  STATE/COUNTY-  OR/CLATSOP
 SC1980  USGS QUAD   -  CATHLAMET BAY (1984)
 SC1980
 SC1980                         *CURRENT SURVEY CONTROL
 SC1980  ___________________________________________________________________
 SC1980* NAD 83(1991)-  46 13 54.24465(N)    123 43 58.38852(W)     ADJUSTED  
 SC1980* NAVD 88     -              **(meters)            **(feet)            
 SC1980  ___________________________________________________________________
 SC1980  LAPLACE CORR-          11.45  (seconds)                    DEFLEC99
 SC1980  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 SC1980  HORZ ORDER  -  THIRD
 SC1980
 SC1980.The horizontal coordinates were established by classical geodetic methods
 SC1980.and adjusted by the National Geodetic Survey in October 1991.
 SC1980
 SC1980
 SC1980.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1980
 SC1980.The geoid height was determined by GEOID03.
 SC1980
 SC1980;                    North         East     Units Scale Factor Converg.
 SC1980;SPC OR N     -   290,042.935 2,250,667.318   MT  1.00006722   -2 17 33.8
 SC1980;SPC OR N     -   951,584.43  7,384,079.13   iFT  1.00006722   -2 17 33.8
 SC1980;SPC WA S     -   104,966.469   250,703.921   MT  0.99993351   -2 20 54.1
 SC1980;SPC WA S     -   344,377.49    822,517.78   sFT  0.99993351   -2 20 54.1
 SC1980;UTM  10      - 5,120,056.332   443,488.403   MT  0.99963926   -0 31 45.3
 SC1980
 SC1980                          SUPERSEDED SURVEY CONTROL
 SC1980
 SC1980  NAD 83(1986)-  46 13 54.25463(N)    123 43 58.37772(W) AD(       ) 4
 SC1980  NAD 27      -  46 13 54.86994(N)    123 43 53.87054(W) AD(       ) 3
 SC1980
 SC1980.Superseded values are not recommended for survey control.
 SC1980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1980.See file dsdata.txt to determine how the superseded data were derived.
 SC1980
 SC1980_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS4348820056(NAD 83)
 SC1980
 SC1980  HISTORY     - Date     Condition        Report By
 SC1980  HISTORY     - UNK      MONUMENTED
 SC1980  HISTORY     - 1935     SEE DESCRIPTION  CGS
 SC1980
 SC1980                          STATION DESCRIPTION
 SC1980
 SC1980'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (RWK)
 SC1980'STATION MOVED, LOCATED IN 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2212 ***********************************************************************
 RD2212  DESIGNATION -  BE
 RD2212  PID         -  RD2212
 RD2212  STATE/COUNTY-  OR/MULTNOMAH
 RD2212  USGS QUAD   -  BRIDAL VEIL (1994)
 RD2212
 RD2212                         *CURRENT SURVEY CONTROL
 RD2212  ___________________________________________________________________
 RD2212* NAD 83(1991)-  45 33 18.73592(N)    122 12 26.40656(W)     ADJUSTED  
 RD2212* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 RD2212  ___________________________________________________________________
 RD2212  LAPLACE CORR-           6.13  (seconds)                    DEFLEC99
 RD2212  GEOID HEIGHT-         -22.29  (meters)                     GEOID03
 RD2212  HORZ ORDER  -  THIRD
 RD2212
 RD2212.The horizontal coordinates were established by classical geodetic methods
 RD2212.and adjusted by the National Geodetic Survey in October 1991.
 RD2212
 RD2212.The orthometric height was scaled from a topographic map.
 RD2212
 RD2212.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2212
 RD2212.The geoid height was determined by GEOID03.
 RD2212
 RD2212;                    North         East     Units Scale Factor Converg.
 RD2212;SPC OR N     -   211,267.787 2,366,709.401   MT  0.99991731   -1 12 38.9
 RD2212;SPC OR N     -   693,135.78  7,764,794.62   iFT  0.99991731   -1 12 38.9
 RD2212;SPC WA S     -    26,104.458   366,688.919   MT  1.00007462   -1 14 24.7
 RD2212;SPC WA S     -    85,644.38  1,203,045.23   sFT  1.00007462   -1 14 24.7
 RD2212;UTM  10      - 5,044,935.125   561,867.786   MT  0.99964706   +0 33 57.3
 RD2212
 RD2212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2212!SPC OR N     -   1.00000239  x   0.99991731  =   0.99991970
 RD2212!SPC WA S     -   1.00000239  x   1.00007462  =   1.00007701
 RD2212!UTM  10      -   1.00000239  x   0.99964706  =   0.99964945
 RD2212
 RD2212:                Primary Azimuth Mark                     Grid Az
 RD2212:SPC OR N     -  DANE                                     286 14 08.2
 RD2212:SPC WA S     -  DANE                                     286 15 54.0
 RD2212:UTM  10      -  DANE                                     284 27 32.0
 RD2212
 RD2212|---------------------------------------------------------------------|
 RD2212| PID    Reference Object                     Distance      Geod. Az  |
 RD2212|                                                           dddmmss.s |
 RD2212| RD2213 DANE                                APPROX. 1.7 KM 2850129.3 |
 RD2212|---------------------------------------------------------------------|
 RD2212
 RD2212                          SUPERSEDED SURVEY CONTROL
 RD2212
 RD2212  NAD 83(1986)-  45 33 18.74691(N)    122 12 26.41382(W) AD(       ) 3
 RD2212  NAD 27      -  45 33 19.31400(N)    122 12 22.08100(W) AD(       ) 3
 RD2212
 RD2212.Superseded values are not recommended for survey control.
 RD2212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2212.See file dsdata.txt to determine how the superseded data were derived.
 RD2212
 RD2212_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER6186844935(NAD 83)
 RD2212
 RD2212  HISTORY     - Date     Condition        Report By
 RD2212  HISTORY     - 1935     MONUMENTED       USE
 RD2212  HISTORY     - 1946     SEE DESCRIPTION  CGS
 RD2212
 RD2212                          STATION DESCRIPTION
 RD2212
 RD2212'DESCRIBED BY US ENGINEERS 1935
 RD2212'ON THE S BANK OF COLUMBIA RIVER, NEAR THE W END OF THE RIDGE ON
 RD2212'SAND ISLAND, ABOUT 300 FEET S OF HIGH-WATER MARK ON THE N SIDE OF
 RD2212'THE ISLAND.  STATION IS ABOUT 0.6 MILE SE AND ACROSS RIVER FROM
 RD2212'CAPE HORN LIGHT, MEASURED AT RIGHT ANGLES TO STREAM, AND IS ABOUT
 RD2212'0.45 MILE W OF AIRWAY BEACON ON SAND ISLAND.
 RD2212'
 RD2212'STATION IS MARKED BY 1 1/4-INCH IRON PIPE IN CONCRETE POST WITH
 RD2212'USED BE 1935 MARKED IN CONCRETE.
 RD2212
 RD2212                          STATION RECOVERY (1946)
 RD2212
 RD2212'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (EHB)
 RD2212'STATION WAS FOUND IN EXCELLENT CONDITION.  IT IS ON THE S BANK OF
 RD2212'THE COLUMBIA RIVER, NEAR THE W END OF THE RIDGE ON SAND ISLAND,
 RD2212'ABOUT 300 FEET S OF HIGH-WATER MARK, ON THE N SIDE OF THE
 RD2212'ISLAND.  IT IS ABOUT 0.6 MILE SE AND ACROSS RIVER FROM CAPE HORN
 RD2212'LIGHT MEASURED AT RIGHT ANGLES TO STREAM, AND ABOUT 0.5 MILE W OF
 RD2212'AIRWAY BEACON ON SAND ISLAND.  PARTY IN 1946 FOUND A GREAT DEAL
 RD2212'OF OLD SIGNAL BUILDING LUMBER ABOUT THE STATION.
 RD2212'
 RD2212'STATION IS MARKED BY A SECTION OF 1-1/4-INCH PIPE SET IN CONCRETE
 RD2212'POST, WITH BE USED 1935 INSCRIBED IN THE TOP OF CONCRETE POST.  MARK
 RD2212'IS ABOUT 2-1/2 FEET BELOW THE SURFACE OF GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0062 ***********************************************************************
 PA0062  DESIGNATION -  BE 326
 PA0062  PID         -  PA0062
 PA0062  STATE/COUNTY-  OR/MALHEUR
 PA0062  USGS QUAD   -  PETES MOUNTAIN (1990)
 PA0062
 PA0062                         *CURRENT SURVEY CONTROL
 PA0062  ___________________________________________________________________
 PA0062* NAD 83(1986)-  43 46 29.     (N)    118 13 26.     (W)     SCALED    
 PA0062* NAVD 88     -      1160.954  (meters)    3808.90   (feet)  ADJUSTED  
 PA0062  ___________________________________________________________________
 PA0062  GEOID HEIGHT-         -18.28  (meters)                     GEOID03
 PA0062  DYNAMIC HT  -        1160.435 (meters)    3807.19  (feet)  COMP
 PA0062  MODELED GRAV-     980,132.7   (mgal)                       NAVD 88
 PA0062
 PA0062  VERT ORDER  -  FIRST     CLASS II
 PA0062
 PA0062.The horizontal coordinates were scaled from a topographic map and have
 PA0062.an estimated accuracy of +/- 6 seconds.
 PA0062
 PA0062.The orthometric height was determined by differential leveling
 PA0062.and adjusted in June 1991.
 PA0062
 PA0062.The geoid height was determined by GEOID03.
 PA0062
 PA0062.The dynamic height is computed by dividing the NAVD 88
 PA0062.geopotential number by the normal gravity value computed on the
 PA0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0062.degrees latitude (g = 980.6199 gals.).
 PA0062
 PA0062.The modeled gravity was interpolated from observed gravity values.
 PA0062
 PA0062;                    North         East    Units  Estimated Accuracy
 PA0062;SPC OR S     -   236,660.    1,683,220.      MT  (+/- 180 meters Scaled)
 PA0062
 PA0062                          SUPERSEDED SURVEY CONTROL
 PA0062
 PA0062  NGVD 29 (??/??/92) 1159.818  (m)         3805.17   (f) ADJ UNCH    1 2
 PA0062
 PA0062.Superseded values are not recommended for survey control.
 PA0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0062.See file dsdata.txt to determine how the superseded data were derived.
 PA0062
 PA0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ015475(NAD 83)
 PA0062_MARKER: DD = SURVEY DISK
 PA0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PA0062_STAMPING: BE 326 46.93 POT 22+81.9
 PA0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0062+STABILITY: SURFACE MOTION
 PA0062
 PA0062  HISTORY     - Date     Condition        Report By
 PA0062  HISTORY     - UNK      MONUMENTED       ORDT
 PA0062  HISTORY     - 1943     GOOD             NGS
 PA0062  HISTORY     - 1966     MARK NOT FOUND   NGS
 PA0062
 PA0062                          STATION DESCRIPTION
 PA0062
 PA0062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PA0062'9.15 MI W FROM JUNTURA.
 PA0062'ABOUT 9.15 MILES WEST ALONG U.S. HIGHWAY 20 FROM THE STATION AT
 PA0062'JUNTURA, MALHEUR COUNTY, AT HIGHWAY MILAGE 180.75, AT THE CENTER AND
 PA0062'ON TOP OF A LARGE CUT, 32 FEET NORTHEAST OF THE CENTER OF THE HIGHWAY,
 PA0062'6 FEET HIGHER THAN THE HIGHWAY, 3 FEET NORTHEAST OF A REFERENCE POST.
 PA0062
 PA0062                          STATION RECOVERY (1966)
 PA0062
 PA0062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 PA0062'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1852 ***********************************************************************
 RD1852  DESIGNATION -  BEACH
 RD1852  PID         -  RD1852
 RD1852  STATE/COUNTY-  OR/TILLAMOOK
 RD1852  USGS QUAD   -  NESTUCCA BAY (1985)
 RD1852
 RD1852                         *CURRENT SURVEY CONTROL
 RD1852  ___________________________________________________________________
 RD1852* NAD 83(1991)-  45 10 40.08564(N)    123 58 10.25341(W)     ADJUSTED  
 RD1852* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 RD1852  ___________________________________________________________________
 RD1852  LAPLACE CORR-          18.85  (seconds)                    DEFLEC99
 RD1852  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 RD1852  HORZ ORDER  -  THIRD
 RD1852
 RD1852.The horizontal coordinates were established by classical geodetic methods
 RD1852.and adjusted by the National Geodetic Survey in October 1991.
 RD1852
 RD1852.The orthometric height was scaled from a topographic map.
 RD1852
 RD1852.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1852
 RD1852.The geoid height was determined by GEOID03.
 RD1852
 RD1852;                    North         East     Units Scale Factor Converg.
 RD1852;SPC OR N     -   173,773.504 2,227,399.680   MT  0.99989460   -2 27 37.9
 RD1852;SPC OR N     -   570,123.04  7,307,741.73   iFT  0.99989460   -2 27 37.9
 RD1852;UTM  10      - 5,003,159.370   423,824.116   MT  0.99967135   -0 41 15.7
 RD1852
 RD1852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1852!SPC OR N     -   1.00000312  x   0.99989460  =   0.99989772
 RD1852!UTM  10      -   1.00000312  x   0.99967135  =   0.99967447
 RD1852
 RD1852:                Primary Azimuth Mark                     Grid Az
 RD1852:SPC OR N     -  SHEEP HILL                               155 10 43.9
 RD1852:UTM  10      -  SHEEP HILL                               153 24 21.7
 RD1852
 RD1852|---------------------------------------------------------------------|
 RD1852| PID    Reference Object                     Distance      Geod. Az  |
 RD1852|                                                           dddmmss.s |
 RD1852| RD1875 SHEEP HILL                          APPROX. 2.1 KM 1524306.0 |
 RD1852| RD1873 HAYSTACK ROCK                       APPROX. 4.0 KM 3403025.7 |
 RD1852|---------------------------------------------------------------------|
 RD1852
 RD1852                          SUPERSEDED SURVEY CONTROL
 RD1852
 RD1852  NAD 83(1986)-  45 10 40.11858(N)    123 58 10.26131(W) AD(       ) 3
 RD1852  NAD 27      -  45 10 40.74300(N)    123 58 05.87500(W) AD(       ) 3
 RD1852
 RD1852.Superseded values are not recommended for survey control.
 RD1852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1852.See file dsdata.txt to determine how the superseded data were derived.
 RD1852
 RD1852_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR2382403159(NAD 83)
 RD1852
 RD1852  HISTORY     - Date     Condition        Report By
 RD1852  HISTORY     - 1883     MONUMENTED       CGS
 RD1852  HISTORY     - 1934     SEE DESCRIPTION  CGS
 RD1852
 RD1852                          STATION DESCRIPTION
 RD1852
 RD1852'DESCRIBED BY COAST AND GEODETIC SURVEY 1883 (CR)
 RD1852'STATION IS ABOUT 1-1/8 MILES FROM THE POINT OF THE SAND SPIT
 RD1852'FORMING THE N SIDE OF THE ENTRANCE TO NESTUGGA BAY, ABOUT 90
 RD1852'METERS FROM THE SEA SHORE.
 RD1852'
 RD1852'THE STATION IS MARKED BY A COPPER TACK IN A CEDAR POST, 2-1/2
 RD1852'FEET LONG AND 6 INCHES IN DIAMETER, SET IN THE SAND.
 RD1852
 RD1852                          STATION RECOVERY (1934)
 RD1852
 RD1852'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (LAM)
 RD1852'IT WAS REPORTED THAT DUE TO DRIFTING SAND THE STATION WAS
 RD1852'UNDOUBTEDLY LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3365 ***********************************************************************
 RD3365  DESIGNATION -  BEACH
 RD3365  PID         -  RD3365
 RD3365  STATE/COUNTY-  OR/MULTNOMAH
 RD3365  USGS QUAD   -  VANCOUVER (1990)
 RD3365
 RD3365                         *CURRENT SURVEY CONTROL
 RD3365  ___________________________________________________________________
 RD3365* NAD 83(1991)-  45 38 00.16225(N)    122 43 10.92633(W)     ADJUSTED  
 RD3365* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 RD3365  ___________________________________________________________________
 RD3365  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 RD3365  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 RD3365  HORZ ORDER  -  THIRD
 RD3365
 RD3365.The horizontal coordinates were established by classical geodetic methods
 RD3365.and adjusted by the National Geodetic Survey in October 1991.
 RD3365
 RD3365.The orthometric height was scaled from a topographic map.
 RD3365
 RD3365.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3365
 RD3365.The geoid height was determined by GEOID03.
 RD3365
 RD3365;                    North         East     Units Scale Factor Converg.
 RD3365;SPC OR N     -   220,924.481 2,326,956.827   MT  0.99992744   -1 34 27.1
 RD3365;SPC OR N     -   724,817.85  7,634,372.79   iFT  0.99992744   -1 34 27.1
 RD3365;SPC WA S     -    35,785.953   326,936.460   MT  1.00005131   -1 36 44.6
 RD3365;SPC WA S     -   117,407.75  1,072,624.04   sFT  1.00005131   -1 36 44.6
 RD3365;UTM  10      - 5,053,352.834   521,847.039   MT  0.99960587   +0 12 01.4
 RD3365
 RD3365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3365!SPC OR N     -   1.00000278  x   0.99992744  =   0.99993022
 RD3365!SPC WA S     -   1.00000278  x   1.00005131  =   1.00005409
 RD3365!UTM  10      -   1.00000278  x   0.99960587  =   0.99960865
 RD3365
 RD3365:                Primary Azimuth Mark                     Grid Az
 RD3365:SPC OR N     -  DIKE V 2.6 DOLPHIN AT S END              001 57 41.3
 RD3365:SPC WA S     -  DIKE V 2.6 DOLPHIN AT S END              001 59 58.8
 RD3365:UTM  10      -  DIKE V 2.6 DOLPHIN AT S END              000 11 12.8
 RD3365
 RD3365|---------------------------------------------------------------------|
 RD3365| PID    Reference Object                     Distance      Geod. Az  |
 RD3365|                                                           dddmmss.s |
 RD3365| RD3368 DIKE V 2.6 DOLPHIN AT S END         APPROX. 0.9 KM 0002314.2 |
 RD3365| RD3373 DOLPHIN OFFSHORE ONE OF TWO         APPROX. 1.0 KM 0390028.2 |
 RD3365| RD3372 DIKE V 2.2 DOLPHIN AT S END         APPROX. 0.8 KM 0422056.1 |
 RD3365| RD3370 VANCOUVER LOWER FRONT RANGE LT      307.308 METERS 06145     |
 RD3365| RD3369 DIKE V 2.3 DOLPHIN AT N END         256.429 METERS 06611     |
 RD3365| CE2295 BEACH RM 1                           10.170 METERS 07036     |
 RD3365| RD3383 DIKE V 1.8 DOLPHIN AT S END         APPROX. 1.2 KM 0782004.7 |
 RD3365| CE2296 BEACH RM 2                           10.501 METERS 16808     |
 RD3365| RD3352 MATT                                APPROX. 2.0 KM 3185942.4 |
 RD3365| RD3362 DIKE V 2.5 DOLPHIN AT N END         375.617 METERS 33634     |
 RD3365|---------------------------------------------------------------------|
 RD3365
 RD3365                          SUPERSEDED SURVEY CONTROL
 RD3365
 RD3365  NAD 83(1986)-  45 38 00.18097(N)    122 43 10.92819(W) AD(       ) 3
 RD3365  NAD 27      -  45 38 00.75900(N)    122 43 06.57300(W) AD(       ) 3
 RD3365
 RD3365.Superseded values are not recommended for survey control.
 RD3365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3365.See file dsdata.txt to determine how the superseded data were derived.
 RD3365
 RD3365_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER2184753353(NAD 83)
 RD3365_MARKER: Z = SEE DESCRIPTION
 RD3365_SETTING: 0 = UNSPECIFIED SETTING
 RD3365
 RD3365  HISTORY     - Date     Condition        Report By
 RD3365  HISTORY     - 1938     MONUMENTED       CGS
 RD3365  HISTORY     - 1951     SEE DESCRIPTION  CGS
 RD3365  HISTORY     - 1960     SEE DESCRIPTION  CGS
 RD3365
 RD3365                          STATION DESCRIPTION
 RD3365
 RD3365'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (WMS)
 RD3365'ON THE S SHORE OF THE COLUMBIA RIVER (N BANK OF HAYDEN ISLAND) 2-1/2
 RD3365'MILES BELOW THE INTERSTATE BRIDGE.  ON HIGHEST PART OF A SAND SPOIL
 RD3365'DUMP (FROM PIPE LINE DREDGE) AND ABOUT 125 METERS DOWNSTREAM FROM
 RD3365'THE JUNCTION OF DIKES V 2.3 AND V 2.5 (THIS JUNCTION NOW BURIED IN
 RD3365'SAND) AND 68 METERS TOWARD THE RIVER FROM THE TREE LINE AND OLD
 RD3365'BANK LINE.
 RD3365'
 RD3365'STATION MARK IS STANDARD DISK, STAMPED BEACH 1938, CEMENTED IN
 RD3365'FULL LENGTH (5 FEET) OF 4-INCH CAST-IRON SOIL PIPE.
 RD3365'
 RD3365'REFERENCE MARKS ARE STANDARD DISKS WITH ARROW POINTING TOWARD
 RD3365'STATION SET IN 2 1/2-FOOT LENGTHS OF 4-INCH CAST-IRON SOIL PIPE
 RD3365'EXTENDING 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 RD3365
 RD3365                          STATION RECOVERY (1951)
 RD3365
 RD3365'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HGC)
 RD3365'STATION IS LOCATED ON THE S SHORE OF COLUMBIA RIVER (N BANK OF HAYDEN
 RD3365'ISLAND), APPROXIMATELY 2.5 MILES DOWNSTREAM FROM INTERSTATE BRIDGE
 RD3365'AT VANCOUVER, WASHINGTON, AND 1.2 MILES DOWNSTREAM FROM S.P. AND
 RD3365'S.R.R. BRIDGE.  STATION IS SET ON THE HIGHEST PART OF A SAND SPOIL
 RD3365'DUMP (FROM PIPE LINE DREDGE), ABOUT 350 FEET NE FROM THE CENTER OF
 RD3365'HIGH TRANSMISSION TOWER (BONNEVILLE POWER ADMINISTRATION TRANSMISSION
 RD3365'LINE), AND ABOUT 115 FEET NW OF THE OVERHEAD CABLE OF THE
 RD3365'TRANSMISSION LINE.  IT IS ABOUT 125 METERS DOWNSTREAM FROM THE
 RD3365'JUNCTION OF DIKES V 2.3 AND V 2.5 (THIS JUNCTION IS NOW BURIED IN
 RD3365'SAND) AND 68 METERS TOWARD THE RIVER FROM THE TREE LINE AND THE OLD
 RD3365'BANK LINE.
 RD3365'
 RD3365'STATION MARK IS A STANDARD BRONZE DISK, STAMPED BEACH 1938,
 RD3365'CEMENTED IN FULL LENGTH (5 FEET) OF 4-INCH CAST-IRON SOIL PIPE,
 RD3365'AND PROJECTS ABOUT 6 INCHES ABOVE THE SURFACE OF THE SAND.
 RD3365'
 RD3365'REFERENCE MARKS ARE STANDARD DISKS WITH ARROWS POINTING TOWARD THE
 RD3365'STATION.  THEY ARE SET IN 2-1/2-FOOT LENGTHS OF 4-INCH CAST-IRON SOIL
 RD3365'PIPE EXTENDING 4 INCHES ABOVE THE SURFACE OF THE SAND.  ALL MARKS
 RD3365'WERE RECOVERED IN GOOD CONDITION.
 RD3365
 RD3365                          STATION RECOVERY (1960)
 RD3365
 RD3365'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ANS)
 RD3365'THE LOCATION WHERE THIS STATION WAS IS A LARGE SAND SPOIL DUMP,
 RD3365'FROM PIPE LINE DREDGES.  A LARGE AMOUNT OF THIS SAND DUMP HAS BEEN
 RD3365'REMOVED FOR CONSTRUCTION WORK.
 RD3365'
 RD3365'IT IS QUITE SURE THAT THIS STATION HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1177 ***********************************************************************
 OA1177  DESIGNATION -  BEACH
 OA1177  PID         -  OA1177
 OA1177  STATE/COUNTY-  OR/DOUGLAS
 OA1177  USGS QUAD   -  WINCHESTER BAY (1985)
 OA1177
 OA1177                         *CURRENT SURVEY CONTROL
 OA1177  ___________________________________________________________________
 OA1177* NAD 83(1991)-  43 42 52.14979(N)    124 11 23.18061(W)     ADJUSTED  
 OA1177* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 OA1177  ___________________________________________________________________
 OA1177  LAPLACE CORR-          15.21  (seconds)                    DEFLEC99
 OA1177  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 OA1177  HORZ ORDER  -  THIRD
 OA1177
 OA1177.The horizontal coordinates were established by classical geodetic methods
 OA1177.and adjusted by the National Geodetic Survey in October 1991.
 OA1177
 OA1177.The orthometric height was scaled from a topographic map.
 OA1177
 OA1177.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1177
 OA1177.The geoid height was determined by GEOID03.
 OA1177
 OA1177;                    North         East     Units Scale Factor Converg.
 OA1177;SPC OR S     -   234,030.479 1,202,755.963   MT  0.99993997   -2 31 27.7
 OA1177;SPC OR S     -   767,816.53  3,946,049.75   iFT  0.99993997   -2 31 27.7
 OA1177;UTM  10      - 4,840,849.986   404,154.495   MT  0.99971299   -0 49 20.2
 OA1177
 OA1177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1177!SPC OR S     -   1.00000350  x   0.99993997  =   0.99994347
 OA1177!UTM  10      -   1.00000350  x   0.99971299  =   0.99971649
 OA1177
 OA1177:                Primary Azimuth Mark                     Grid Az
 OA1177:SPC OR S     -  WRECK TACOMA                             004 51 59.3
 OA1177:UTM  10      -  WRECK TACOMA                             003 09 51.8
 OA1177
 OA1177|---------------------------------------------------------------------|
 OA1177| PID    Reference Object                     Distance      Geod. Az  |
 OA1177|                                                           dddmmss.s |
 OA1177| OA1099 WRECK TACOMA                        APPROX. 4.0 KM 0022031.6 |
 OA1177| OA1208 CARSON TREE                         APPROX. 4.0 KM 0223303.8 |
 OA1177| OA1227 BRUSHY HILL                         APPROX. 2.1 KM 0384322.2 |
 OA1177|---------------------------------------------------------------------|
 OA1177
 OA1177                          SUPERSEDED SURVEY CONTROL
 OA1177
 OA1177  NAD 83(1986)-  43 42 52.15200(N)    124 11 23.23015(W) AD(       ) 3
 OA1177  NAD 27      -  43 42 52.62200(N)    124 11 18.73200(W) AD(       ) 3
 OA1177
 OA1177.Superseded values are not recommended for survey control.
 OA1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1177.See file dsdata.txt to determine how the superseded data were derived.
 OA1177
 OA1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP0415440850(NAD 83)
 OA1177
 OA1177  HISTORY     - Date     Condition        Report By
 OA1177  HISTORY     - 1885     MONUMENTED       CGS
 OA1177  HISTORY     - 1948     SEE DESCRIPTION  CGS
 OA1177
 OA1177                          STATION DESCRIPTION
 OA1177
 OA1177'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RAE)
 OA1177'A SEARCH WAS MADE FOR THIS STATION IN THE AREA INDICATED BY THE
 OA1177'GEOGRAPHIC POSITION, BUT IT COULD NOT BE FOUND.
 OA1177'
 OA1177'THE STATION HAS BEEN DESTROYED AND SHOULD BE CLASSIFIED
 OA1177'ACCORDINGLY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1207 ***********************************************************************
 OA1207  DESIGNATION -  BEACH
 OA1207  PID         -  OA1207
 OA1207  STATE/COUNTY-  OR/DOUGLAS
 OA1207  USGS QUAD   -  WINCHESTER BAY (1985)
 OA1207
 OA1207                         *CURRENT SURVEY CONTROL
 OA1207  ___________________________________________________________________
 OA1207* NAD 83(1991)-  43 41 13.36043(N)    124 11 37.36996(W)     ADJUSTED  
 OA1207* NAVD 88     -         6.6    (meters)      22.     (feet)  VERTCON   
 OA1207  ___________________________________________________________________
 OA1207  LAPLACE CORR-          16.09  (seconds)                    DEFLEC99
 OA1207  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 OA1207  HORZ ORDER  -  THIRD
 OA1207
 OA1207.The horizontal coordinates were established by classical geodetic methods
 OA1207.and adjusted by the National Geodetic Survey in October 1991.
 OA1207
 OA1207.The NAVD 88 height was computed by applying the VERTCON shift value to
 OA1207.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OA1207
 OA1207.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1207
 OA1207.The geoid height was determined by GEOID03.
 OA1207
 OA1207;                    North         East     Units Scale Factor Converg.
 OA1207;SPC OR S     -   230,998.705 1,202,304.226   MT  0.99993552   -2 31 37.4
 OA1207;SPC OR S     -   757,869.77  3,944,567.67   iFT  0.99993552   -2 31 37.4
 OA1207;UTM  10      - 4,837,806.815   403,793.100   MT  0.99971385   -0 49 28.5
 OA1207
 OA1207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1207!SPC OR S     -   1.00000296  x   0.99993552  =   0.99993848
 OA1207!UTM  10      -   1.00000296  x   0.99971385  =   0.99971681
 OA1207
 OA1207:                Primary Azimuth Mark                     Grid Az
 OA1207:SPC OR S     -  BRUSHY HILL 2                            021 51 50.0
 OA1207:UTM  10      -  BRUSHY HILL 2                            020 09 41.1
 OA1207
 OA1207|---------------------------------------------------------------------|
 OA1207| PID    Reference Object                     Distance      Geod. Az  |
 OA1207|                                                           dddmmss.s |
 OA1207| OA1225 BRUSHY HILL 2                       APPROX. 5.0 KM 0192012.6 |
 OA1207| OA1170 UMPQUA RIVER LIGHTHOUSE             APPROX. 2.8 KM 1880036.5 |
 OA1207|---------------------------------------------------------------------|
 OA1207
 OA1207                          SUPERSEDED SURVEY CONTROL
 OA1207
 OA1207  NAD 83(1986)-  43 41 13.36386(N)    124 11 37.41813(W) AD(       ) 3
 OA1207  NAD 27      -  43 41 13.92800(N)    124 11 33.02500(W) AD(       ) 3
 OA1207  NGVD 29 (07/19/86)    5.5    (m)           18.     (f) VERT ANG    3  
 OA1207
 OA1207.Superseded values are not recommended for survey control.
 OA1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1207.See file dsdata.txt to determine how the superseded data were derived.
 OA1207
 OA1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP0379337807(NAD 83)
 OA1207_MARKER: Z = SEE DESCRIPTION
 OA1207_SETTING: 0 = UNSPECIFIED SETTING
 OA1207_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OA1207
 OA1207  HISTORY     - Date     Condition        Report By
 OA1207  HISTORY     - 1908     MONUMENTED       CGS
 OA1207  HISTORY     - 1948     SEE DESCRIPTION  CGS
 OA1207
 OA1207                          STATION DESCRIPTION
 OA1207
 OA1207'DESCRIBED BY COAST AND GEODETIC SURVEY 1908 (JSH)
 OA1207'STATION IS ON A SMALL KNOLL ON THE SAND BEACH ABOUT 320 METERS
 OA1207'N OF THE MOUTH OF THE UMPQUA RIVER, AND ABOUT 1100 METERS W OF
 OA1207'THE LIFE-SAVING STATION, AND 91 METERS E OF THE LOWER LIFE-SAVING
 OA1207'STATION LOOKOUT CABIN.
 OA1207'
 OA1207'THE STATION IS MARKED FROM 12 TO 15 INCHES BELOW THE GROUND BY
 OA1207'A DRILL HOLE IN A ROCK AND AT THE SURFACE BY A STANDARD DISK
 OA1207'STATION MARK SET IN A ROCK.  THERE ARE NO REFERENCE MARKS.
 OA1207
 OA1207                          STATION RECOVERY (1948)
 OA1207
 OA1207'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RAE)
 OA1207'A THOROUGH SEARCH WAS MADE FOR THE STATION BUT IT COULD NOT BE
 OA1207'FOUND.  IT SHOULD BE CLASSIFIED AS LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2405 ***********************************************************************
 QE2405  DESIGNATION -  BEACH
 QE2405  PID         -  QE2405
 QE2405  STATE/COUNTY-  OR/LINCOLN
 QE2405  USGS QUAD   -  LINCOLN CITY (1984)
 QE2405
 QE2405                         *CURRENT SURVEY CONTROL
 QE2405  ___________________________________________________________________
 QE2405* NAD 83(1991)-  44 56 58.71167(N)    124 01 25.30375(W)     ADJUSTED  
 QE2405* NAVD 88     -        10.     (meters)      33.     (feet)  SCALED    
 QE2405  ___________________________________________________________________
 QE2405  LAPLACE CORR-          20.67  (seconds)                    DEFLEC99
 QE2405  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 QE2405  HORZ ORDER  -  THIRD
 QE2405
 QE2405.The horizontal coordinates were established by classical geodetic methods
 QE2405.and adjusted by the National Geodetic Survey in October 1991.
 QE2405
 QE2405.The orthometric height was scaled from a topographic map.
 QE2405
 QE2405.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2405
 QE2405.The geoid height was determined by GEOID03.
 QE2405
 QE2405;                    North         East     Units Scale Factor Converg.
 QE2405;SPC OR N     -   148,628.420 2,222,039.938   MT  0.99990186   -2 29 56.2
 QE2405;SPC OR N     -   487,626.05  7,290,157.28   iFT  0.99990186   -2 29 56.2
 QE2405;UTM  10      - 4,977,865.994   419,246.479   MT  0.99968019   -0 43 23.8
 QE2405
 QE2405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2405!SPC OR N     -   1.00000208  x   0.99990186  =   0.99990394
 QE2405!UTM  10      -   1.00000208  x   0.99968019  =   0.99968227
 QE2405
 QE2405|---------------------------------------------------------------------|
 QE2405| PID    Reference Object                     Distance      Geod. Az  |
 QE2405|                                                           dddmmss.s |
 QE2405| CD9588 BEACH RM 2                            4.030 METERS 00347     |
 QE2405| CD9589 BEACH RM 3                            2.606 METERS 17745     |
 QE2405| QE2404 COT                                 APPROX. 1.1 KM 1820814.0 |
 QE2405| QE2403 ROCK                                161.597 METERS 27615     |
 QE2405| CD9587 BEACH RM 1                            4.900 METERS 29134     |
 QE2405|---------------------------------------------------------------------|
 QE2405
 QE2405                          SUPERSEDED SURVEY CONTROL
 QE2405
 QE2405  NAD 83(1986)-  44 56 58.76029(N)    124 01 25.32611(W) AD(       ) 3
 QE2405  NAD 83(1986)-  44 56 58.77640(N)    124 01 25.32304(W) AD(       ) 3
 QE2405  NAD 27      -  44 56 59.40700(N)    124 01 20.90400(W) AD(       ) 3
 QE2405
 QE2405.Superseded values are not recommended for survey control.
 QE2405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2405.See file dsdata.txt to determine how the superseded data were derived.
 QE2405
 QE2405_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ1924677866(NAD 83)
 QE2405_MARKER: Z = SEE DESCRIPTION
 QE2405_SETTING: 0 = UNSPECIFIED SETTING
 QE2405
 QE2405  HISTORY     - Date     Condition        Report By
 QE2405  HISTORY     - 1927     MONUMENTED       CGS
 QE2405  HISTORY     - 1952     SEE DESCRIPTION  CGS
 QE2405
 QE2405                          STATION DESCRIPTION
 QE2405
 QE2405'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (GLB)
 QE2405'THIS STATION IS LOCATED ON THE TOP OF A LARGE ROCK CLOSE TO THE
 QE2405'HIGH-WATER LINE AND ABOUT 1/2 MILE N OF NELSCOTT BEACH, ONLY
 QE2405'PROMINENT ROCK IN THIS VICINITY.
 QE2405'
 QE2405'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE IN
 QE2405'OUTCROPPING BEDROCK.
 QE2405'
 QE2405'REFERENCE MARK NO.1 IS A CLUSTER OF 4 NAILS DRIVEN INTO A LARGE
 QE2405'LOG THAT IS EMBEDDED IN SAND.
 QE2405'
 QE2405'REFERENCE MARK NO.2 IS A CLUSTER OF 4 NAILS DRIVEN INTO A
 QE2405'LARGE LOG.
 QE2405'
 QE2405'REFERENCE MARK NO.3 IS A CLUSTER OF 4 NAILS SET IN CONCRETE ON
 QE2405'THE SAME ROCK AS THE STATION.
 QE2405
 QE2405                          STATION RECOVERY (1952)
 QE2405
 QE2405'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (HGC)
 QE2405'STATION AND REFERENCE MARK 3 WERE RECOVERED.  STATION WAS NOT
 QE2405'OCCUPIED AND MARKS WERE NOT MEASURED.  A REVISED DESCRIPTION
 QE2405'FOLLOWS--
 QE2405'
 QE2405'STATION IS 1/2 MILE N OF NELSCOTT BEACH, ON THE TOP OF A LARGE
 QE2405'ROCK, CLOSE TO THE HIGH-WATER LINE.  THIS ROCK IS THE ONLY
 QE2405'PROMINENT ROCK ON THE BEACH IN THIS VICINITY.  A ROCKY REEF EXTENDS
 QE2405'W FROM THE STATION.
 QE2405'
 QE2405'STATION MARK IS A STANDARD DISK WEDGED IN A DRILL HOLE IN THE
 QE2405'ROCK AND IS STAMPED BEACH 1927.
 QE2405'
 QE2405'REFERENCE MARK 3 IS A CLUSTER OF NAILS, RUSTED TO A NUB, SET IN
 QE2405'CONCRETE IN THE SAME ROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC2199 ***********************************************************************
 SC2199  DESIGNATION -  BEACH ROAD USE 1935
 SC2199  PID         -  SC2199
 SC2199  STATE/COUNTY-  OR/CLATSOP
 SC2199  USGS QUAD   -  WARRENTON (1996)
 SC2199
 SC2199                         *CURRENT SURVEY CONTROL
 SC2199  ___________________________________________________________________
 SC2199* NAD 83(1991)-  46 11 01.98018(N)    123 58 14.16496(W)     ADJUSTED  
 SC2199* NAVD 88     -        19.     (meters)      62.     (feet)  SCALED    
 SC2199  ___________________________________________________________________
 SC2199  LAPLACE CORR-          15.30  (seconds)                    DEFLEC99
 SC2199  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 SC2199  HORZ ORDER  -  THIRD
 SC2199
 SC2199.The horizontal coordinates were established by classical geodetic methods
 SC2199.and adjusted by the National Geodetic Survey in October 1991.
 SC2199
 SC2199.The orthometric height was scaled from a topographic map.
 SC2199
 SC2199.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2199
 SC2199.The geoid height was determined by GEOID03.
 SC2199
 SC2199;                    North         East     Units Scale Factor Converg.
 SC2199;SPC OR N     -   285,489.185 2,232,116.222   MT  1.00005198   -2 27 40.7
 SC2199;SPC OR N     -   936,644.31  7,323,215.95   iFT  1.00005198   -2 27 40.7
 SC2199;SPC WA S     -   100,431.957   232,150.540   MT  0.99993897   -2 31 15.7
 SC2199;SPC WA S     -   329,500.51    761,647.23   sFT  0.99993897   -2 31 15.7
 SC2199;UTM  10      - 5,114,936.356   425,093.585   MT  0.99966897   -0 42 01.4
 SC2199
 SC2199!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2199!SPC OR N     -   1.00000076  x   1.00005198  =   1.00005274
 SC2199!SPC WA S     -   1.00000076  x   0.99993897  =   0.99993973
 SC2199!UTM  10      -   1.00000076  x   0.99966897  =   0.99966973
 SC2199
 SC2199                          SUPERSEDED SURVEY CONTROL
 SC2199
 SC2199  NAD 83(1986)-  46 11 01.99122(N)    123 58 14.14059(W) AD(       ) 4
 SC2199  NAD 27      -  46 11 02.62374(N)    123 58 09.61331(W) AD(       ) 3
 SC2199
 SC2199.Superseded values are not recommended for survey control.
 SC2199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2199.See file dsdata.txt to determine how the superseded data were derived.
 SC2199
 SC2199_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2509414936(NAD 83)
 SC2199
 SC2199  HISTORY     - Date     Condition        Report By
 SC2199  HISTORY     - 1935     MONUMENTED       USE
 SC2199  HISTORY     - 1951     SEE DESCRIPTION  CGS
 SC2199  HISTORY     - 1957     SEE DESCRIPTION  CGS
 SC2199
 SC2199                          STATION DESCRIPTION
 SC2199
 SC2199'DESCRIBED BY US ENGINEERS 1935 (RWK)
 SC2199'STATION IS CENTER OF A DIAMOND-SHAPED TARGET ON THE SEAWARD FACE OF
 SC2199'A 25-FOOT WHITE HYDROGRAPHIC TOWER, MAINTAINED BY THE U.S. ENGINEERS
 SC2199'ON THE TOP OF A CONSPICUOUS SAND DUNE 50 FEET HIGH, AND 600 METERS
 SC2199'FROM MEAN HIGH WATER, ABOUT 300 METERS N OF THE WOODEN ROAD
 SC2199'LEADING TO THE WRECK OF THE PETER IREDALE ON CLATSOP SPIT.  IT IS
 SC2199'ON A RIDGE WHICH PARALLELS THE BEACH AT THE WESTERN EDGE OF
 SC2199'THE TIMBER BELT.
 SC2199'
 SC2199'THE STATION WAS MARKED BY A 5-FOOT LENGTH OF 2 1/2-INCH IRON
 SC2199'PIPE, DRIVEN 4 FEET INTO THE SANDY GROUND.
 SC2199
 SC2199                          STATION RECOVERY (1951)
 SC2199
 SC2199'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HGC)
 SC2199'STATION IS LOCATED ABOUT 3 MILES S OF THE MOUTH OF THE COLUMBIA
 SC2199'RIVER ON THE WOODED RIDGE WHICH PARALLELS THE OCEAN BEACH ONE HALF
 SC2199'MILE BACK FROM THE HIGH WATER LINE.  STATION IS THE CENTER OF THE
 SC2199'DIAMOND SHAPED TARGET ON A WHITE HYDROGRAPHIC TOWER MAINTAINED BY
 SC2199'THE U.S. ENGINEERS.  THE PIPE MARKING THE STATION WAS GONE.
 SC2199'SINCE THE POINT OF INTERSECTION IS DOUBTFUL THE STATION SHOULD BE
 SC2199'CONSIDERED LOST, HOWEVER IT IS STILL USEFUL AS A
 SC2199'HYDROGRAPHIC STATION.  TO REACH STATION FROM HAMMOND,
 SC2199'OREGON, FOLLOW PAVED ROAD S FROM THE W CITY LIMITS ONE MILE.
 SC2199'TURN RIGHT ON GRAVEL ROAD LEADING TO THE WRECK OF PETER
 SC2199'IREDALE.  TURN RIGHT ON DIRT ROAD FOLLOWING INSHORE SIDE OF
 SC2199'RIDGE MENTIONED ABOVE, FOLLOW 0.2 MILE AND PACK 100 YARDS TO
 SC2199'STATION ON MOUND.  A STANDARD HYDROGRAPHIC DISK STAMPED MIT
 SC2199'1935 SET IN A SMALL MASS OF CONCRETE WAS DIRECTLY UNDER THE TOWER
 SC2199'SIGNAL.  NO DESCRIPTION OR POSITION WAS AVAILABLE FOR THIS MARK.
 SC2199
 SC2199                          STATION RECOVERY (1957)
 SC2199
 SC2199'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (VRS)
 SC2199'THE STATION WAS CONSIDERED LOST BY H.G.C. IN 1951.  THE HYDROGRAPHIC
 SC2199'STATION DISK STAMPED MIT 1935 WAS FOUND.  H.G.C.S DESCRIPTION IS
 SC2199'ADEQUATE, WITH THE FOLLOWING EXCEPTION--
 SC2199'
 SC2199'THE ROAD LEADING TO THE WRECK OF THE PETER IREDALE IS NOW PAVED,
 SC2199'AND RUNS THROUGH FORT STEVENS STATE PARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0949 ***********************************************************************
 NZ0949  DESIGNATION -  BEACON
 NZ0949  PID         -  NZ0949
 NZ0949  STATE/COUNTY-  OR/JACKSON
 NZ0949  USGS QUAD   -  MEDFORD EAST (1983)
 NZ0949
 NZ0949                         *CURRENT SURVEY CONTROL
 NZ0949  ___________________________________________________________________
 NZ0949* NAD 83(2007)-  42 22 01.47650(N)    122 52 28.13141(W)     ADJUSTED  
 NZ0949* NAVD 88     -       401.188  (meters)    1316.23   (feet)  ADJUSTED  
 NZ0949  ___________________________________________________________________
 NZ0949  EPOCH DATE  -        2007.00
 NZ0949  X           -  -2,561,962.480 (meters)                     COMP
 NZ0949  Y           -  -3,964,061.257 (meters)                     COMP
 NZ0949  Z           -   4,276,071.005 (meters)                     COMP
 NZ0949  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 NZ0949  ELLIP HEIGHT-         376.898 (meters)          (02/10/07) ADJUSTED
 NZ0949  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 NZ0949  DYNAMIC HT  -         401.032 (meters)    1315.72  (feet)  COMP
 NZ0949
 NZ0949  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 NZ0949  Type    PID    Designation                      North   East  Ellip
 NZ0949  -------------------------------------------------------------------
 NZ0949  NETWORK NZ0949 BEACON                            0.94   0.74   2.06
 NZ0949  -------------------------------------------------------------------
 NZ0949  MODELED GRAV-     980,221.3   (mgal)                       NAVD 88
 NZ0949
 NZ0949  VERT ORDER  -  FIRST     CLASS II
 NZ0949
 NZ0949.This mark is at Rogue Valley Intl - Medford Airport (MFR)
 NZ0949
 NZ0949.The horizontal coordinates were established by GPS observations
 NZ0949.and adjusted by the National Geodetic Survey in February 2007.
 NZ0949
 NZ0949.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 NZ0949.See www.ngs.noaa.gov/NationalReadjustment for more information.
 NZ0949.The horizontal coordinates are valid at the epoch date displayed above.
 NZ0949.The epoch date for horizontal control is a decimal equivalence
 NZ0949.of Year/Month/Day.
 NZ0949
 NZ0949.The orthometric height was determined by differential leveling
 NZ0949.and adjusted in June 1991.
 NZ0949
 NZ0949.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NZ0949
 NZ0949.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ0949
 NZ0949.The ellipsoidal height was determined by GPS observations
 NZ0949.and is referenced to NAD 83.
 NZ0949
 NZ0949.The geoid height was determined by GEOID03.
 NZ0949
 NZ0949.The dynamic height is computed by dividing the NAVD 88
 NZ0949.geopotential number by the normal gravity value computed on the
 NZ0949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0949.degrees latitude (g = 980.6199 gals.).
 NZ0949
 NZ0949.The modeled gravity was interpolated from observed gravity values.
 NZ0949
 NZ0949;                    North         East     Units Scale Factor Converg.
 NZ0949;SPC OR S     -    80,577.515 1,304,434.967   MT  0.99999167   -1 37 28.2
 NZ0949;SPC OR S     -   264,361.93  4,279,642.28   iFT  0.99999167   -1 37 28.2
 NZ0949;UTM  10      - 4,690,541.279   510,335.233   MT  0.99960131   +0 05 04.5
 NZ0949
 NZ0949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NZ0949!SPC OR S     -   0.99994089  x   0.99999167  =   0.99993256
 NZ0949!UTM  10      -   0.99994089  x   0.99960131  =   0.99954223
 NZ0949
 NZ0949:                Primary Azimuth Mark                     Grid Az
 NZ0949:SPC OR S     -  MFR ARP 2                                016 54 32.0
 NZ0949:UTM  10      -  MFR ARP 2                                015 11 59.3
 NZ0949
 NZ0949|---------------------------------------------------------------------|
 NZ0949| PID    Reference Object                     Distance      Geod. Az  |
 NZ0949|                                                           dddmmss.s |
 NZ0949| AA8000 MFR ARP 2                           APPROX. 0.6 KM 0151703.8 |
 NZ0949| NZ0948 BEACON RM 1                           3.161 METERS 04815     |
 NZ0949| NZ1101 COKER                               APPROX. 2.6 KM 0622245.4 |
 NZ0949| CD9031 BEACON RM 2                          15.420 METERS 13725     |
 NZ0949|---------------------------------------------------------------------|
 NZ0949
 NZ0949                          SUPERSEDED SURVEY CONTROL
 NZ0949
 NZ0949  NAD 83(1998)-  42 22 01.47365(N)    122 52 28.12987(W) AD(       ) 1
 NZ0949  ELLIP H (07/06/01)  376.908  (m)                       GP(       ) 4 1
 NZ0949  NAD 83(1998)-  42 22 01.47155(N)    122 52 28.12744(W) AD(       ) 1
 NZ0949  ELLIP H (08/24/95)  377.053  (m)                       GP(       ) 4 1
 NZ0949  NAD 83(1991)-  42 22 01.46604(N)    122 52 28.12161(W) AD(       ) 2
 NZ0949  NAD 83(1986)-  42 22 01.45512(N)    122 52 28.13411(W) AD(       ) 2
 NZ0949  NAD 27      -  42 22 01.99985(N)    122 52 23.99446(W) AD(       ) 2
 NZ0949  NGVD 29 (07/19/86)  400.17   (m)         1312.9    (f) LEVELING    3  
 NZ0949
 NZ0949.Superseded values are not recommended for survey control.
 NZ0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0949.See file dsdata.txt to determine how the superseded data were derived.
 NZ0949
 NZ0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM1033590541(NAD 83)
 NZ0949_MARKER: DD = SURVEY DISK
 NZ0949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ0949_SP_SET: CONCRETE POST
 NZ0949_STAMPING: UNMARKED
 NZ0949_MARK LOGO: OR1310
 NZ0949_PROJECTION: RECESSED 12 CENTIMETERS
 NZ0949_MAGNETIC: N = NO MAGNETIC MATERIAL
 NZ0949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0949+STABILITY: SURFACE MOTION
 NZ0949_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NZ0949+SATELLITE: SATELLITE OBSERVATIONS - August 30, 1996
 NZ0949
 NZ0949  HISTORY     - Date     Condition        Report By
 NZ0949  HISTORY     - 1968     MONUMENTED       OR-029
 NZ0949  HISTORY     - 1971     GOOD             OR1310
 NZ0949  HISTORY     - 1974     GOOD             NGS
 NZ0949  HISTORY     - 1988     GOOD             NGS
 NZ0949  HISTORY     - 19951015 GOOD             NOS
 NZ0949  HISTORY     - 19960830 GOOD             CHANCE
 NZ0949
 NZ0949                          STATION DESCRIPTION
 NZ0949
 NZ0949'DESCRIBED BY JACKSON COUNTY OREGON 1968
 NZ0949'THE STATION IS 1000 FEET SOUTHWEST OF THE MEDFORD-JACKSON
 NZ0949'COUNTY AIRPORT TERMINAL AND 2 MILES NORTH OF MEDFORD ON LAND
 NZ0949'OWNED BY THE CITY OF MEDFORD.
 NZ0949'
 NZ0949'TO REACH THIS STATION, GO NORTH FROM THE CRATER LAKE HIGHWAY
 NZ0949'ON BIDDLE ROAD 1.1 MILES TO A POINT ABOUT 300 FEET SOUTH OF
 NZ0949'THE ENTRANCE TO THE AIRPORT TERMINAL, FOLLOW VEHICLE TRACKS TO
 NZ0949'THE SOUTHEAST 250 FEET TO WHERE THERE ARE FOUR CONCRETE
 NZ0949'FOOTING BLOCKS 16 INCHES SQUARE FORMING A 15-FOOT SQUARE, THESE
 NZ0949'ARE THE BASE OF A BEACON TOWER WHICH HAS BEEN REMOVED.
 NZ0949'
 NZ0949'THE STATION MARK, IS AN UNSTAMPED CITY OF MEDFORD DISK IN AN
 NZ0949'IRREGULAR MASS OF CONCRETE BELOW THE SURFACE IN THE CENTER
 NZ0949'BETWEEN FOUR 16-INCH SQUARE FOOTING BLOCKS.
 NZ0949'
 NZ0949'REFERENCE MARK NO. 1, STAMPED BEACON R.M. NO. 1 1968, IS A
 NZ0949'STANDARD DISK SET IN A 15-INCH SQUARE CONCRETE MONUMENT THAT
 NZ0949'PROJECTS 6 INCHES.
 NZ0949'
 NZ0949'REFERENCE MARK NO. 2, STAMPED BEACON R.M. NO. 2 1968, IS A
 NZ0949'STANDARD DISK SET IN AN 8-INCH SQUARE CONCRETE MONUMENT THAT
 NZ0949'PROJECTS 3 INCHES.
 NZ0949'
 NZ0949'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 51.50 FEET.
 NZ0949
 NZ0949                          STATION RECOVERY (1971)
 NZ0949
 NZ0949'RECOVERY NOTE BY CITY OF MEDFORD OREGON 1971
 NZ0949'THIS STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD
 NZ0949'CONDITION.  ORIGINAL DESCRIPTION IS ENTIRELY ADEQUATE.
 NZ0949
 NZ0949                          STATION RECOVERY (1974)
 NZ0949
 NZ0949'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (EP)
 NZ0949'THIS STATION AND RMS 1 AND 2 WERE RECOVERED IN GOOD CONDITION AS
 NZ0949'DESCRIBED.  A FOUR MINUTE AZIMUTH ERROR WAS FOUND USING THIS
 NZ0949'STATION WITH OTHER CONTROL, SO THE STATION WAS CUT IN ON THIS
 NZ0949'SURVEY AND THE POSITION RE-COMPUTED.
 NZ0949'
 NZ0949'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NZ0949'3 MILES NORTH OF MEDFORD.
 NZ0949
 NZ0949                          STATION RECOVERY (1988)
 NZ0949
 NZ0949'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 NZ0949'IN MEDFORD.
 NZ0949'IN MEDFORD, AT THE INTERSECTION OF AIRPORT ROAD AND THE AIRPORT
 NZ0949'TERMINAL ROAD, NEAR THE CENTER OF 4 13-INCH CONCRETE FOOTING THAT
 NZ0949'WERE USED TO SUPPORT AN AIRPORT BEACON, 0.3 KM (0.20 MI) SOUTH OF THE
 NZ0949'AIRPORT TERMINAL, 0.2 KM (0.10 MI) NORTHEAST OF THE INTERSECTION OF
 NZ0949'BIDDLE AND AIRPORT ROADS, AT THE MEDFORD-JACKSON COUNTY AIRPORT, 81.0
 NZ0949'M (265.7 FT) EAST OF THE CENTERLINE OF AIRPORT ROAD, 66.3 M
 NZ0949'(217.5 FT) SOUTH OF THE CENTERLINE OF THE TERMINAL ROAD, AND 0.5 M
 NZ0949'(1.6 FT) EAST OF A FOREST SERVICE WITNESS POST.
 NZ0949'NOTE--DISK IS UNSTAMPED.
 NZ0949'THE MARK IS 0.4 METERS  W FROM  A WITNESS POST
 NZ0949'THE MARK IS ABOVE LEVEL WITH THE TERMINAL ROAD.
 NZ0949
 NZ0949                          STATION RECOVERY (1995)
 NZ0949
 NZ0949'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (JGF)
 NZ0949'RECOVERED AS DESCRIBED.
 NZ0949
 NZ0949                          STATION RECOVERY (1996)
 NZ0949
 NZ0949'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 NZ0949'THE STATION IS LOCATED ABOUT 24 MILES (38.6 KM) EAST-SOUTHEAST OF
 NZ0949'GRANTS PASS, 4.5 MILES (7.2 KM) SOUTH OF WHITE CITY AND 3 MILES (4.8
 NZ0949'KM) NORTH OF MEDFORD AT ROGUE VALLEY INTERNATIONAL AIRPORT, ROBERT
 NZ0949'RUSSELL - AIRPORT OPERATIONS MANAGER, PHONE 541-776-7228  TO REACH THE
 NZ0949'STATION FROM JUNCTION OF BIDDLE ROAD AND INTERSTATE 5 (EXIT 30) IN
 NZ0949'MEDFORD, PROCEED WEST AND NORTH ON BIDDLE ROAD 1.0 MILES (1.6 KM) TO A
 NZ0949'FORK IN THE ROAD, BEAR RIGHT AND CONTINUE NORTH ON AIRPORT ROAD 0.1
 NZ0949'MILES (0.2 KM) TO TERMINAL TURNOFF, TURN RIGHT AND PROCEED EAST 200 FT
 NZ0949'(61.0 M) TO A DIRT TRACK ONB THE RIGHT, TURN RIGHT AND PROCEED SOUTH
 NZ0949'150 FT (45.7 M) TO THE STATION IN THE CENTER OF FOUR OLD TOWER
 NZ0949'FOOTINGS  THE STATION IS A CITY OF MEDFORD SURVEY DISK SET IN THE TOP
 NZ0949'OF A ROUND CONCRETE MONUMENT, RECESSED APPROXIMATELY 10 CM BELOW THE
 NZ0949'GROUND.  THE STATION IS LOCATED 0.3 M (1.0 FT) SOUTHWEST OF A WITNESS
 NZ0949'POST, 65.5 M (214.9 FT) SOUTH OF THE CENTERLINE OF THE TERMINAL ROAD,
 NZ0949'83.0 M (272.3 FT) WEST OF THE CENTERLINE OF AIRPORT ROAD, 76.7 M
 NZ0949'(251.6 FT) EAST OF THE FIRE HYDRANT AND 41.2 M (135.2 FT) NORTH OF
 NZ0949'POWER POLE NUMBER B9955.  REFERENCE MONUMENT RM 1 WAS RECOVERED AS
 NZ0949'DESCRIBED, RM 2 WAS NOT FOUND AND WAS NOT THOROUGHLY SEARCHEAST CORNER
 NZ0949'OF THE RUNWAY  THE STATION IS A STANDARD US COAST AND GEODETIC SURVEY
 NZ0949'TOPOOGRAPHIC STATION DISK SET IN THE TOP OF A SQUARE CONCRETE DRAIN
 NZ0949'INLET, SET FLUSH WITH THE GROUND  THE STATION IS LOCATED 28.85 M
 NZ0949'(94.65 FT) NORTHWEST OF THE EASTERN RUNWAY LIGHT, 36.0 M (118.1 FT)
 NZ0949'EAST OF THE WESTERN RUNWAY LIGHT, 25.2 M (82.7 FT) NORTHWEST OF THE
 NZ0949'NORTH END OF A HOLD SHORT SIGN, 35.55 M (116.63 FT) EAST OF THE NORTH
 NZ0949'END OF A TAXIWAY SIGN, 15.2 M (49.9 FT) NORTH OF THE NORTH EDGE OF
 NZ0949'RUNWAY 9-27 AND 35.35 M (115.98 FT) SOUTHWEST OF THE SOUTHWEST EDGE OF
 NZ0949'RUNWAY 14-32
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2503 ***********************************************************************
 QE2503  DESIGNATION -  BEACON 10
 QE2503  PID         -  QE2503
 QE2503  STATE/COUNTY-  OR/LINCOLN
 QE2503  USGS QUAD   -  NEWPORT SOUTH (1984)
 QE2503
 QE2503                         *CURRENT SURVEY CONTROL
 QE2503  ___________________________________________________________________
 QE2503* NAD 83(1991)-  44 36 47.10340(N)    124 01 11.09532(W)     ADJUSTED  
 QE2503* NAVD 88     -              **(meters)            **(feet)            
 QE2503  ___________________________________________________________________
 QE2503  LAPLACE CORR-          16.00  (seconds)                    DEFLEC99
 QE2503  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 QE2503  HORZ ORDER  -  THIRD
 QE2503
 QE2503.The horizontal coordinates were established by classical geodetic methods
 QE2503.and adjusted by the National Geodetic Survey in October 1991.
 QE2503
 QE2503
 QE2503.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2503
 QE2503.The geoid height was determined by GEOID03.
 QE2503
 QE2503;                    North         East     Units Scale Factor Converg.
 QE2503;SPC OR N     -   111,252.539 2,220,722.313   MT  0.99994129   -2 29 46.2
 QE2503;SPC OR N     -   365,001.77  7,285,834.36   iFT  0.99994129   -2 29 46.2
 QE2503;UTM  10      - 4,940,476.142   419,089.064   MT  0.99968050   -0 42 58.4
 QE2503
 QE2503                          SUPERSEDED SURVEY CONTROL
 QE2503
 QE2503  NAD 83(1986)-  44 36 47.13985(N)    124 01 11.14652(W) AD(       ) 4
 QE2503  NAD 27      -  44 36 47.72400(N)    124 01 06.74500(W) AD(       ) 3
 QE2503
 QE2503.Superseded values are not recommended for survey control.
 QE2503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2503.See file dsdata.txt to determine how the superseded data were derived.
 QE2503
 QE2503_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ1908940476(NAD 83)
 QE2503
 QE2503  HISTORY     - Date     Condition        Report By
 QE2503  HISTORY     - 1914     MONUMENTED       CGS
 QE2503  HISTORY     - 1953     SEE DESCRIPTION  CGS
 QE2503
 QE2503                          STATION DESCRIPTION
 QE2503
 QE2503'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (FAR)
 QE2503'THERE IS NO LONGER A BEACON AT THE POSITION INDICATED.  THE
 QE2503'STATION SHOULD BE CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2468 ***********************************************************************
 QE2468  DESIGNATION -  BEACON 12
 QE2468  PID         -  QE2468
 QE2468  STATE/COUNTY-  OR/LINCOLN
 QE2468  USGS QUAD   -  NEWPORT SOUTH (1984)
 QE2468
 QE2468                         *CURRENT SURVEY CONTROL
 QE2468  ___________________________________________________________________
 QE2468* NAD 83(1991)-  44 36 33.35664(N)    124 00 57.71848(W)     ADJUSTED  
 QE2468* NAVD 88     -              **(meters)            **(feet)            
 QE2468  ___________________________________________________________________
 QE2468  LAPLACE CORR-          16.12  (seconds)                    DEFLEC99
 QE2468  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 QE2468  HORZ ORDER  -  THIRD
 QE2468
 QE2468.The horizontal coordinates were established by classical geodetic methods
 QE2468.and adjusted by the National Geodetic Survey in October 1991.
 QE2468
 QE2468
 QE2468.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2468
 QE2468.The geoid height was determined by GEOID03.
 QE2468
 QE2468;                    North         East     Units Scale Factor Converg.
 QE2468;SPC OR N     -   110,815.795 2,220,998.499   MT  0.99994194   -2 29 36.7
 QE2468;SPC OR N     -   363,568.88  7,286,740.48   iFT  0.99994194   -2 29 36.7
 QE2468;UTM  10      - 4,940,048.299   419,378.607   MT  0.99967993   -0 42 48.8
 QE2468
 QE2468                          SUPERSEDED SURVEY CONTROL
 QE2468
 QE2468  NAD 83(1986)-  44 36 33.39359(N)    124 00 57.77071(W) AD(       ) 4
 QE2468  NAD 27      -  44 36 33.98000(N)    124 00 53.37200(W) AD(       ) 3
 QE2468
 QE2468.Superseded values are not recommended for survey control.
 QE2468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2468.See file dsdata.txt to determine how the superseded data were derived.
 QE2468
 QE2468_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ1937940048(NAD 83)
 QE2468
 QE2468  HISTORY     - Date     Condition        Report By
 QE2468  HISTORY     - 1914     MONUMENTED       CGS
 QE2468  HISTORY     - 1945     SEE DESCRIPTION  USCG
 QE2468  HISTORY     - 1953     SEE DESCRIPTION  CGS
 QE2468
 QE2468                          STATION DESCRIPTION
 QE2468
 QE2468'DESCRIBED BY US COAST GUARD 1945 (AMM)
 QE2468'LETTER OF A.M. MARTINSON, CAPT., U.S.C.G., 13TH NAVAL DISTRICT,
 QE2468'DATED FEBRUARY 23, 1945--
 QE2468'
 QE2468'DUE TO THE FACT THAT RECENT HEAVY RAINS HAVE UNDERMINED THE
 QE2468'STRUCTURE AT THIS STATION TO SUCH AN EXTENT THAT IT BECAME
 QE2468'NECESSARY TO REMOVE THE LIGHTING EQUIPMENT, IT IS PROPOSED TO MOVE
 QE2468'AND RELOCATE THIS STRUCTURE IN A POSITION 100 FEET 73 DEGREES FROM
 QE2468'ITS PRESENT CHARTED POSITION.  WHILE THE PROPOSED POSITION WILL
 QE2468'LOWER THE FOCAL PLANE APPROXIMATELY 6 FEET, THE LIGHT WILL BE
 QE2468'FULLY AS EFFECTIVE, AS FAR AS NAVIGATION IS CONCERNED, AND THE
 QE2468'STRUCTURE WILL BE ON MUCH MORE SECURE GROUND.  THE STRUCTURE,
 QE2468'A STANDARD BATTERY HOUSE, IS UNDAMAGED AT THIS DATE SO IT CAN
 QE2468'READILY BE MOVED BY LOCAL ENLISTED PERSONNEL.
 QE2468
 QE2468                          STATION RECOVERY (1953)
 QE2468
 QE2468'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (FAR)
 QE2468'THERE IS NO LONGER A BEACON IN THE POSITION INDICATED.  THE
 QE2468'STATION SHOULD BE CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1950 ***********************************************************************
 SC1950  DESIGNATION -  BEACON 2
 SC1950  PID         -  SC1950
 SC1950  STATE/COUNTY-  OR/CLATSOP
 SC1950  USGS QUAD   -  CATHLAMET BAY (1984)
 SC1950
 SC1950                         *CURRENT SURVEY CONTROL
 SC1950  ___________________________________________________________________
 SC1950* NAD 83(1991)-  46 13 54.53148(N)    123 43 12.12534(W)     ADJUSTED  
 SC1950* NAVD 88     -              **(meters)            **(feet)            
 SC1950  ___________________________________________________________________
 SC1950  LAPLACE CORR-          11.51  (seconds)                    DEFLEC99
 SC1950  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 SC1950  HORZ ORDER  -  THIRD
 SC1950
 SC1950.The horizontal coordinates were established by classical geodetic methods
 SC1950.and adjusted by the National Geodetic Survey in October 1991.
 SC1950
 SC1950
 SC1950.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1950
 SC1950.The geoid height was determined by GEOID03.
 SC1950
 SC1950;                    North         East     Units Scale Factor Converg.
 SC1950;SPC OR N     -   290,012.204 2,251,658.255   MT  1.00006724   -2 17 01.0
 SC1950;SPC OR N     -   951,483.61  7,387,330.23   iFT  1.00006724   -2 17 01.0
 SC1950;SPC WA S     -   104,934.781   251,694.696   MT  0.99993350   -2 20 20.5
 SC1950;SPC WA S     -   344,273.53    825,768.35   sFT  0.99993350   -2 20 20.5
 SC1950;UTM  10      - 5,120,056.111   444,479.392   MT  0.99963789   -0 31 11.9
 SC1950
 SC1950                          SUPERSEDED SURVEY CONTROL
 SC1950
 SC1950  NAD 83(1986)-  46 13 54.54224(N)    123 43 12.11584(W) AD(       ) 4
 SC1950  NAD 27      -  46 13 55.15810(N)    123 43 07.61436(W) AD(       ) 3
 SC1950
 SC1950.Superseded values are not recommended for survey control.
 SC1950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1950.See file dsdata.txt to determine how the superseded data were derived.
 SC1950
 SC1950_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS4447920056(NAD 83)
 SC1950
 SC1950  HISTORY     - Date     Condition        Report By
 SC1950  HISTORY     - UNK      MONUMENTED
 SC1950  HISTORY     - 1957     SEE DESCRIPTION  CGS
 SC1950
 SC1950                          STATION DESCRIPTION
 SC1950
 SC1950'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (VRS)
 SC1950'STATION DESTROYED.  A SEARCH AT THE PLOTTED LOCATION REVEALED
 SC1950'THAT THE BEACON NO LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2483 ***********************************************************************
 QE2483  DESIGNATION -  BEACON 8
 QE2483  PID         -  QE2483
 QE2483  STATE/COUNTY-  OR/LINCOLN
 QE2483  USGS QUAD   -  NEWPORT SOUTH (1984)
 QE2483
 QE2483                         *CURRENT SURVEY CONTROL
 QE2483  ___________________________________________________________________
 QE2483* NAD 83(1991)-  44 37 04.57875(N)    124 01 44.40061(W)     ADJUSTED  
 QE2483* NAVD 88     -              **(meters)            **(feet)            
 QE2483  ___________________________________________________________________
 QE2483  LAPLACE CORR-          15.53  (seconds)                    DEFLEC99
 QE2483  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 QE2483  HORZ ORDER  -  THIRD
 QE2483
 QE2483.The horizontal coordinates were established by classical geodetic methods
 QE2483.and adjusted by the National Geodetic Survey in October 1991.
 QE2483
 QE2483
 QE2483.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2483
 QE2483.The geoid height was determined by GEOID03.
 QE2483
 QE2483;                    North         East     Units Scale Factor Converg.
 QE2483;SPC OR N     -   111,823.442 2,220,012.266   MT  0.99994048   -2 30 09.8
 QE2483;SPC OR N     -   366,874.81  7,283,504.81   iFT  0.99994048   -2 30 09.8
 QE2483;UTM  10      - 4,941,024.572   418,361.816   MT  0.99968196   -0 43 22.0
 QE2483
 QE2483                          SUPERSEDED SURVEY CONTROL
 QE2483
 QE2483  NAD 83(1986)-  44 37 04.61478(N)    124 01 44.44975(W) AD(       ) 4
 QE2483  NAD 27      -  44 37 05.19800(N)    124 01 40.04700(W) AD(       ) 3
 QE2483
 QE2483.Superseded values are not recommended for survey control.
 QE2483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2483.See file dsdata.txt to determine how the superseded data were derived.
 QE2483
 QE2483_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ1836241025(NAD 83)
 QE2483
 QE2483  HISTORY     - Date     Condition        Report By
 QE2483  HISTORY     - 1914     MONUMENTED       CGS
 QE2483  HISTORY     - 1953     SEE DESCRIPTION  CGS
 QE2483
 QE2483                          STATION DESCRIPTION
 QE2483
 QE2483'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (FAR)
 QE2483'THERE IS NO LONGER ANY BEACON AT THE POINT INDICATED BY THE
 QE2483'GEOGRAPHIC POSITION.  THE STATION SHOULD BE CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1944 ***********************************************************************
 SC1944  DESIGNATION -  BEACON NO 2 1913
 SC1944  PID         -  SC1944
 SC1944  STATE/COUNTY-  OR/CLATSOP
 SC1944  USGS QUAD   -  CATHLAMET BAY (1984)
 SC1944
 SC1944                         *CURRENT SURVEY CONTROL
 SC1944  ___________________________________________________________________
 SC1944* NAD 83(1991)-  46 14 01.76625(N)    123 42 56.84539(W)     ADJUSTED  
 SC1944* NAVD 88     -              **(meters)            **(feet)            
 SC1944  ___________________________________________________________________
 SC1944  LAPLACE CORR-          11.54  (seconds)                    DEFLEC99
 SC1944  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 SC1944  HORZ ORDER  -  THIRD
 SC1944
 SC1944.The horizontal coordinates were established by classical geodetic methods
 SC1944.and adjusted by the National Geodetic Survey in October 1991.
 SC1944
 SC1944
 SC1944.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1944
 SC1944.The geoid height was determined by GEOID03.
 SC1944
 SC1944;                    North         East     Units Scale Factor Converg.
 SC1944;SPC OR N     -   290,222.389 2,251,994.319   MT  1.00006790   -2 16 50.1
 SC1944;SPC OR N     -   952,173.19  7,388,432.81   iFT  1.00006790   -2 16 50.1
 SC1944;SPC WA S     -   105,144.614   252,030.918   MT  0.99993329   -2 20 09.4
 SC1944;SPC WA S     -   344,961.95    826,871.44   sFT  0.99993329   -2 20 09.4
 SC1944;UTM  10      - 5,120,276.445   444,808.686   MT  0.99963744   -0 31 01.0
 SC1944
 SC1944                          SUPERSEDED SURVEY CONTROL
 SC1944
 SC1944  NAD 83(1986)-  46 14 01.77643(N)    123 42 56.83505(W) AD(       ) 4
 SC1944  NAD 27      -  46 14 02.39065(N)    123 42 52.32941(W) AD(       ) 3
 SC1944
 SC1944.Superseded values are not recommended for survey control.
 SC1944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1944.See file dsdata.txt to determine how the superseded data were derived.
 SC1944
 SC1944_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS4480920276(NAD 83)
 SC1944
 SC1944  HISTORY     - Date     Condition        Report By
 SC1944  HISTORY     - 1913     MONUMENTED       CGS
 SC1944  HISTORY     - 1935     SEE DESCRIPTION  CGS
 SC1944
 SC1944                          STATION DESCRIPTION
 SC1944
 SC1944'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (RWK)
 SC1944'STATION MOVED, LOCATED IN 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1956 ***********************************************************************
 SC1956  DESIGNATION -  BEACON NO 4 1913
 SC1956  PID         -  SC1956
 SC1956  STATE/COUNTY-  OR/CLATSOP
 SC1956  USGS QUAD   -  CATHLAMET BAY (1984)
 SC1956
 SC1956                         *CURRENT SURVEY CONTROL
 SC1956  ___________________________________________________________________
 SC1956* NAD 83(1991)-  46 14 42.94193(N)    123 41 31.87462(W)     ADJUSTED  
 SC1956* NAVD 88     -              **(meters)            **(feet)            
 SC1956  ___________________________________________________________________
 SC1956  LAPLACE CORR-          11.77  (seconds)                    DEFLEC99
 SC1956  GEOID HEIGHT-         -22.63  (meters)                     GEOID03
 SC1956  HORZ ORDER  -  THIRD
 SC1956
 SC1956.The horizontal coordinates were established by classical geodetic methods
 SC1956.and adjusted by the National Geodetic Survey in October 1991.
 SC1956
 SC1956
 SC1956.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1956
 SC1956.The geoid height was determined by GEOID03.
 SC1956
 SC1956;                    North         East     Units Scale Factor Converg.
 SC1956;SPC OR N     -   291,420.664 2,253,863.884   MT  1.00007166   -2 15 49.9
 SC1956;SPC OR N     -   956,104.54  7,394,566.55   iFT  1.00007166   -2 15 49.9
 SC1956;SPC WA S     -   106,340.925   253,901.378   MT  0.99993209   -2 19 07.6
 SC1956;SPC WA S     -   348,886.85    833,008.10   sFT  0.99993209   -2 19 07.6
 SC1956;UTM  10      - 5,121,531.151   446,639.690   MT  0.99963500   -0 29 59.9
 SC1956
 SC1956                          SUPERSEDED SURVEY CONTROL
 SC1956
 SC1956  NAD 83(1986)-  46 14 42.95211(N)    123 41 31.86505(W) AD(       ) 4
 SC1956  NAD 27      -  46 14 43.56546(N)    123 41 27.36196(W) AD(       ) 3
 SC1956
 SC1956.Superseded values are not recommended for survey control.
 SC1956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1956.See file dsdata.txt to determine how the superseded data were derived.
 SC1956
 SC1956_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS4664021531(NAD 83)
 SC1956
 SC1956  HISTORY     - Date     Condition        Report By
 SC1956  HISTORY     - UNK      MONUMENTED
 SC1956  HISTORY     - 1935     SEE DESCRIPTION  CGS
 SC1956
 SC1956                          STATION DESCRIPTION
 SC1956
 SC1956'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (RWK)
 SC1956'STATION MOVED, LOCATED IN 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0948 ***********************************************************************
 NZ0948  DESIGNATION -  BEACON RM 1
 NZ0948  PID         -  NZ0948
 NZ0948  STATE/COUNTY-  OR/JACKSON
 NZ0948  USGS QUAD   -  MEDFORD EAST (1983)
 NZ0948
 NZ0948                         *CURRENT SURVEY CONTROL
 NZ0948  ___________________________________________________________________
 NZ0948* NAD 83(1986)-  42 22 00.     (N)    122 52 26.     (W)     SCALED    
 NZ0948* NAVD 88     -       401.455  (meters)    1317.11   (feet)  ADJUSTED  
 NZ0948  ___________________________________________________________________
 NZ0948  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 NZ0948  DYNAMIC HT  -         401.299 (meters)    1316.60  (feet)  COMP
 NZ0948  MODELED GRAV-     980,221.2   (mgal)                       NAVD 88
 NZ0948
 NZ0948  VERT ORDER  -  FIRST     CLASS II
 NZ0948
 NZ0948.This mark is at Rogue Valley Intl - Medford Airport (MFR)
 NZ0948
 NZ0948.The horizontal coordinates were scaled from a topographic map and have
 NZ0948.an estimated accuracy of +/- 6 seconds.
 NZ0948
 NZ0948.The orthometric height was determined by differential leveling
 NZ0948.and adjusted in June 1991.
 NZ0948
 NZ0948.The geoid height was determined by GEOID03.
 NZ0948
 NZ0948.The dynamic height is computed by dividing the NAVD 88
 NZ0948.geopotential number by the normal gravity value computed on the
 NZ0948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0948.degrees latitude (g = 980.6199 gals.).
 NZ0948
 NZ0948.The modeled gravity was interpolated from observed gravity values.
 NZ0948
 NZ0948;                    North         East    Units  Estimated Accuracy
 NZ0948;SPC OR S     -    80,530.    1,304,480.      MT  (+/- 180 meters Scaled)
 NZ0948
 NZ0948                          SUPERSEDED SURVEY CONTROL
 NZ0948
 NZ0948.No superseded survey control is available for this station.
 NZ0948
 NZ0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM103904(NAD 83)
 NZ0948_MARKER: DR = REFERENCE MARK DISK
 NZ0948_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 NZ0948_SP_SET: BEACON TOWER FOOTING
 NZ0948_STAMPING: R.M. NO. 1 BEACON
 NZ0948_MARK LOGO: CGS   
 NZ0948_MAGNETIC: N = NO MAGNETIC MATERIAL
 NZ0948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0948+STABILITY: SURFACE MOTION
 NZ0948_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NZ0948+SATELLITE: SATELLITE OBSERVATIONS - August 30, 1996
 NZ0948
 NZ0948  HISTORY     - Date     Condition        Report By
 NZ0948  HISTORY     - 1968     MONUMENTED       CGS
 NZ0948  HISTORY     - 1988     GOOD             NGS
 NZ0948  HISTORY     - 19960830 GOOD             CHANCE
 NZ0948
 NZ0948                          STATION DESCRIPTION
 NZ0948
 NZ0948'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 NZ0948'IN MEDFORD.
 NZ0948'IN MEDFORD, AT THE INTERSECTION OF AIRPORT ROAD AND THE TERMINAL ROAD,
 NZ0948'IN THE MOST NORTHEASTERLY 1 OF 4 13-INCH CONCRETE FOOTING THAT ONCE
 NZ0948'SUPPORTED AN AIRPORT BEACON, 0.3 KM (0.20 MI) SOUTH OF THE AIRPORT
 NZ0948'TERMINAL, 0.2 KM (0.10 MI) NORTHEAST OF THE INTERSECTION OF BIDDLE
 NZ0948'AND AIRPORT ROAD, AT THE MEDFORD-JACKSON COUNTY AIRPORT, 84.5 M
 NZ0948'(277.2 FT) EAST OF THE CENTERLINE OF AIRPORT ROAD, AND 64.5 M
 NZ0948'(211.6 FT) SOUTH OF THE CENTERLINE OF THE TERMINAL ROAD.
 NZ0948'THE MARK IS 3.1 METERS  NE FROM  A WITNESS POST
 NZ0948'THE MARK IS ABOVE LEVEL WITH THE TERMINAL ROAD.
 NZ0948
 NZ0948                          STATION RECOVERY (1996)
 NZ0948
 NZ0948'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 NZ0948'THE STATION IS LOCATED ABOUT 24 MILES (38.6 KM) EAST-SOUTHEAST OF
 NZ0948'GRANTS PASS, 4.5 MILES (7.2 KM) SOUTH OF WHITE CITY AND 3 MILES (4.8
 NZ0948'KM) NORTH OF MEDFORD AT ROGUE VALLEY INTERNATIONAL AIRPORT, ROBERT
 NZ0948'RUSSELL - AIRPORT OPERATIONS MANAGER, PHONE 541-776-7228  TO REACH THE
 NZ0948'STATION FROM JUNCTION OF BIDDLE ROAD AND INTERSTATE 5 (EXIT 30) IN
 NZ0948'MEDFORD, PROCEED WEST AND NORTH ON BIDDLE ROAD 1.0 MILES (1.6 KM) TO A
 NZ0948'FORK IN THE ROAD, BEAR RIGHT AND CONTINUE NORTH ON AIRPORT ROAD 0.1
 NZ0948'MILES (0.2 KM) TO TERMINAL TURNOFF, TURN RIGHT AND PROCEED EAST 200 FT
 NZ0948'(61.0 M) TO A DIRT TRACK ONB THE RIGHT, TURN RIGHT AND PROCEED SOUTH
 NZ0948'150 FT (45.7 M) TO THE STATION IN THE NORTHEAST ONE OF FOUR ANCHOR
 NZ0948'FOOTINGS FOR THE OLD BEACON TOWER (REMOVED) THE STATION IS A US COAST
 NZ0948'AND GEODETIC SURVEY REFERENCE MARK DISK SET IN THE TOP OF A SQUARE
 NZ0948'CONCRETE FOOTING, PROJECTING APPROXIMATELY 10 CM ABOVE THE GROUND.
 NZ0948'THE STATION IS LOCATED 63.8 M (209.3 FT) SOUTH OF THE CENTERLINE OF
 NZ0948'THE TERMINAL ROAD, 84.6 M (277.6 FT) WEST OF THE CENTERLINE OF AIRPORT
 NZ0948'ROAD, 78.4 M (257.2 FT) EAST OF THE FIRE HYDRANT, 3.15 M (10.33 FT)
 NZ0948'NORTHEAST OF SURVEY MONUMENT -BEACON- AND 44.0 M (144.4 FT) NORTH OF
 NZ0948'POWER POLE NUMBER B9955  REFERENCE MONUMENT RM 1 WAS RECOVERED AS
 NZ0948'DESCRIBED, RM 2 WAS NOT FOUND AND WAS NOT THOROUGHLY SEARCHED FOR
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0664 ***********************************************************************
 PB0664  CBN         -  This is a Cooperative Base Network Control Station.
 PB0664  DESIGNATION -  BEAL
 PB0664  PID         -  PB0664
 PB0664  STATE/COUNTY-  OR/DESCHUTES
 PB0664  USGS QUAD   -  MASTEN BUTTE (1981)
 PB0664
 PB0664                         *CURRENT SURVEY CONTROL
 PB0664  ___________________________________________________________________
 PB0664* NAD 83(2007)-  43 36 59.53339(N)    121 32 50.78192(W)     ADJUSTED  
 PB0664* NAVD 88     -      1301.897  (meters)    4271.31   (feet)  ADJUSTED  
 PB0664  ___________________________________________________________________
 PB0664  EPOCH DATE  -        2007.00
 PB0664  X           -  -2,420,289.681 (meters)                     COMP
 PB0664  Y           -  -3,942,223.401 (meters)                     COMP
 PB0664  Z           -   4,378,228.175 (meters)                     COMP
 PB0664  LAPLACE CORR-           1.58  (seconds)                    DEFLEC99
 PB0664  ELLIP HEIGHT-        1280.839 (meters)          (02/10/07) ADJUSTED
 PB0664  GEOID HEIGHT-         -21.05  (meters)                     GEOID03
 PB0664  DYNAMIC HT  -        1301.269 (meters)    4269.25  (feet)  COMP
 PB0664
 PB0664  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 PB0664  Type    PID    Designation                      North   East  Ellip
 PB0664  -------------------------------------------------------------------
 PB0664  NETWORK PB0664 BEAL                              0.74   0.55   1.67
 PB0664  -------------------------------------------------------------------
 PB0664  MODELED GRAV-     980,091.9   (mgal)                       NAVD 88
 PB0664
 PB0664  VERT ORDER  -  FIRST     CLASS II
 PB0664
 PB0664.The horizontal coordinates were established by GPS observations
 PB0664.and adjusted by the National Geodetic Survey in February 2007.
 PB0664
 PB0664.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 PB0664.See www.ngs.noaa.gov/NationalReadjustment for more information.
 PB0664.The horizontal coordinates are valid at the epoch date displayed above.
 PB0664.The epoch date for horizontal control is a decimal equivalence
 PB0664.of Year/Month/Day.
 PB0664
 PB0664.The orthometric height was determined by differential leveling
 PB0664.and adjusted in June 1991.
 PB0664
 PB0664.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PB0664
 PB0664.The Laplace correction was computed from DEFLEC99 derived deflections.
 PB0664
 PB0664.The ellipsoidal height was determined by GPS observations
 PB0664.and is referenced to NAD 83.
 PB0664
 PB0664.The geoid height was determined by GEOID03.
 PB0664
 PB0664.The dynamic height is computed by dividing the NAVD 88
 PB0664.geopotential number by the normal gravity value computed on the
 PB0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0664.degrees latitude (g = 980.6199 gals.).
 PB0664
 PB0664.The modeled gravity was interpolated from observed gravity values.
 PB0664
 PB0664;                    North         East     Units Scale Factor Converg.
 PB0664;SPC OR S     -   217,128.139 1,415,458.221   MT  0.99992513   -0 42 59.8
 PB0664;SPC OR S     -   712,362.66  4,643,891.80   iFT  0.99992513   -0 42 59.8
 PB0664;UTM  10      - 4,830,308.881   617,205.808   MT  0.99976897   +1 00 07.7
 PB0664
 PB0664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PB0664!SPC OR S     -   0.99979919  x   0.99992513  =   0.99972433
 PB0664!UTM  10      -   0.99979919  x   0.99976897  =   0.99956821
 PB0664
 PB0664|---------------------------------------------------------------------|
 PB0664| PID    Reference Object                     Distance      Geod. Az  |
 PB0664|                                                           dddmmss.s |
 PB0664| CD6751 BEAL RM 1                            27.147 METERS 20454     |
 PB0664| PB0662 BEAL AZ MK                                         2103030.0 |
 PB0664| PB0663 U 454                               115.587 METERS 21554     |
 PB0664| PB0427 L 62                                 43.600 METERS 27100     |
 PB0664|---------------------------------------------------------------------|
 PB0664
 PB0664                          SUPERSEDED SURVEY CONTROL
 PB0664
 PB0664  NAD 83(1998)-  43 36 59.53249(N)    121 32 50.78218(W) AD(       ) A
 PB0664  ELLIP H (04/24/00) 1280.844  (m)                       GP(       ) 3 1
 PB0664  NAD 83(1991)-  43 36 59.53071(N)    121 32 50.78087(W) AD(       ) B
 PB0664  ELLIP H (10/13/99) 1280.974  (m)                       GP(       ) 3 1
 PB0664  NAD 83(1991)-  43 36 59.52929(N)    121 32 50.78277(W) AD(       ) 1
 PB0664  NAD 83(1986)-  43 36 59.53443(N)    121 32 50.79237(W) AD(       ) 1
 PB0664  NAD 27      -  43 37 00.09317(N)    121 32 46.70288(W) AD(       ) 1
 PB0664  NAVD 88 (10/13/99) 1301.90   (m)         4271.3    (f) LEVELING    3  
 PB0664  NGVD 29 (07/19/86) 1300.6    (m)         4267.     (f) VERT ANG    3  
 PB0664
 PB0664.Superseded values are not recommended for survey control.
 PB0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0664.See file dsdata.txt to determine how the superseded data were derived.
 PB0664
 PB0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP1720630309(NAD 83)
 PB0664_MARKER: DS = TRIANGULATION STATION DISK
 PB0664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0664_SP_SET: CONCRETE POST
 PB0664_STAMPING: BEAL 1971
 PB0664_MARK LOGO: CGS   
 PB0664_MAGNETIC: N = NO MAGNETIC MATERIAL
 PB0664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0664+STABILITY: SURFACE MOTION
 PB0664_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PB0664+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2007
 PB0664
 PB0664  HISTORY     - Date     Condition        Report By
 PB0664  HISTORY     - 1971     MONUMENTED       NGS
 PB0664  HISTORY     - 1971     GOOD             NGS
 PB0664  HISTORY     - 19880719 GOOD             NGS
 PB0664  HISTORY     - 19890801 GOOD             LOCSUR
 PB0664  HISTORY     - 19980508 GOOD             OR-017
 PB0664  HISTORY     - 20070801 GOOD             GEOCAC
 PB0664
 PB0664                          STATION DESCRIPTION
 PB0664
 PB0664'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LDF)
 PB0664'THE STATION IS LOCATED APPROXIMATELY 4 MILES SOUTHWEST OF LA PINE,
 PB0664'150 FEET NORTH OF THE KLAMATH-DESCHUTES COUNTY LINE ON THE EAST
 PB0664'RIGHT OF WAY OF U.S. HIGHWAY 97.  IT IS IN THE SE 1/4 SECTION 32,
 PB0664'T 22 S, R 10 E.
 PB0664'
 PB0664'TO REACH THE STATION FROM THE INTERSECTION OF WM. FOSS RD. AND
 PB0664'U.S. HIGHWAY 97 IN LA PINE, GO SOUTHWEST ON U.S. HIGHWAY 97 FOR
 PB0664'1.7 MILES TO THE JUNCTION OF STATE HIGHWAY 31 ON THE
 PB0664'LEFT.  CONTINUE SOUTHWEST ON U.S. HIGHWAY 97 FOR 2.4 MILES TO A
 PB0664'SIDE ROAD RIGHT AND THE STATION ON THE LEFT.  TO REACH THE
 PB0664'AZIMUTH MARK, CONTINUE SOUTHWEST FOR 0.45 MILE TO A DRIVEWAY ON
 PB0664'THE LEFT AND THE MARK AS DESCRIBED.
 PB0664'
 PB0664'THE STATION MARKS ARE STANDARD DISKS STAMPED BEAL 1971.  THE
 PB0664'SURFACE MARK IS CEMENTED IN THE TOP OF A 12-INCH CYLINDRICAL
 PB0664'CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  IT
 PB0664'IS 152.9 FEET EAST OF DESCHUTES COUNTY ROAD SIGN, 90.2 FEET
 PB0664'EAST-SOUTHEAST OF THE PAINTED CENTERLINE OF U.S. HIGHWAY 97, 15.6
 PB0664'FEET NORTH-NORTHWEST OF A TELEPHONE POLE 4 AND 10.1 FEET
 PB0664'NORTHWEST OF A METAL WITNESS POST WHICH IS LOCATED IN THE FENCE
 PB0664'LINE.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF
 PB0664'CONCRETE AT AN UNKNOWN DEPTH.
 PB0664'
 PB0664'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BEAL NO 1 1971,
 PB0664'CEMENTED IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 PB0664'THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 99.2 FEET
 PB0664'SOUTHEAST OF THE PAINTED CENTERLINE, 89.2 FEET EAST-SOUTHEAST OF
 PB0664'THE DESCHUTES COUNTY LINE ROAD SIGN, 0.8 FOOT WEST OF THE FENCE
 PB0664'LINE.  IT IS APPROXIMATELY THE SAME ELEVATION AS THE STATION.
 PB0664'
 PB0664'BM U 454 IS AN OREGON STATE HIGHWAY BENCH MARK DISK STAMPED
 PB0664'U 454 1953, CEMENTED IN THE TOP OF A 6-INCH CYLINDRICAL CONCRETE
 PB0664'MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS
 PB0664'56.2 FEET EAST-SOUTHEAST OF THE PAINTED CENTERLINE, 43.3 FEET
 PB0664'WEST-NORTHWEST OF A TELEPHONE POLE C2-4251 5 AND 2.8 FEET
 PB0664'NORTH-NORTHWEST OF A 4X4 INCH WOODEN WITNESS POST.  IT IS
 PB0664'APPROXIMATELY THE SAME ELEVATION AS THE STATION.
 PB0664'
 PB0664'BM L62 IS A STANDARD BENCH MARK DISK STAMPED L62 1931 4268.108,
 PB0664'CEMENTED IN THE TOP OF AN 11-INCH SQUARE CONCRETE MONUMENT THAT
 PB0664'PROJECTS 10 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 65.2
 PB0664'FEET NORTH-NORTHEAST OF THE KLAMATH COUNTY LINE ROAD SIGN, 34.0
 PB0664'FEET NORTHWEST OF THE PAINTED CENTERLINE, 20.0 FEET
 PB0664'SOUTH-SOUTHWEST OF THE APPROXIMATE CENTER OF A GRAVEL ROAD, 1.5
 PB0664'FEET NORTHEAST OF A 4X4 INCH WOODEN WITNESS POST AND
 PB0664'APPROXIMATELY THE SAME ELEVATION AS THE STATION.
 PB0664'
 PB0664'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BEAL 1971, CEMENTED
 PB0664'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 PB0664'PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 99 FEET
 PB0664'SOUTHEAST OF THE PAINTED CENTERLINE, 43.0 FEET NORTH-NORTHEAST
 PB0664'OF A CATTLE GUARD, 2.2 FEET SOUTH-SOUTHWEST OF A METAL WITNESS
 PB0664'POST, 1.5 FEET NORTH-NORTHEAST OF A TELEPHONE POLE C2-42519 AND
 PB0664'1.0 FEET NORTHWEST OF A FENCE.
 PB0664'
 PB0664'HEIGHT OF LIGHT ABOVE STATION MARK 30.24 METERS.
 PB0664
 PB0664                          STATION RECOVERY (1971)
 PB0664
 PB0664'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 PB0664'RECOVERED IN GOOD CONDITION.
 PB0664
 PB0664                          STATION RECOVERY (1988)
 PB0664
 PB0664'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 PB0664'7.0 KM (4.35 MI) SOUTHERLY ALONG U.S. HIGHWAY 97 FROM THE POST OFFICE
 PB0664'IN LAPINE, AT THE KLAMATH-DESCHUTES COUNTY LINE, 46.3 M (151.9 FT)
 PB0664'EAST OF A COUNTY LINE SIGN, 27.5 M (90.2 FT) SOUTHEAST OF THE
 PB0664'CENTERLINE OF THE HIGHWAY, 4.6 M (15.1 FT) NORTH OF UTILITY POLE
 PB0664'NUMBER 4, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M
 PB0664'(1.0 FT) NORTHEAST OF A WITNESS POST, AND IN TOP OF A CONCRETE POST
 PB0664'THAT IS FLUSH WITH THE GROUND SURFACE.
 PB0664
 PB0664                          STATION RECOVERY (1989)
 PB0664
 PB0664'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989
 PB0664'RECOVERED IN GOOD CONDITION.
 PB0664
 PB0664                          STATION RECOVERY (1998)
 PB0664
 PB0664'RECOVERY NOTE BY DESCHUTES COUNTY OREGON 1998 (JS)
 PB0664'THE STATION IS LOCATED ABOUT 6.4 KM (3.95 MI) SOUTHWEST OF LAPINE,
 PB0664'45.7 M (149.9 FT) NORTH OF THE KLAMATH-DESCHUTES COUNTY LINE, ON THE
 PB0664'EAST RIGHT-OF-WAY OF U.S. HIGHWAY 97.  OWNERSHIP--OREGON STATE
 PB0664'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 PB0664'OF U.S. HIGHWAY 97 AND STATE HIGHWAY 31, ABOUT 2.74 KM (1.70 MI)
 PB0664'SOUTHWEST OF LAPINE, GO SOUTHWEST ON HIGHWAY 97 FOR 3.86 KM (2.40 MI)
 PB0664'TO A SIDE ROAD ON THE RIGHT AND STATION ON THE LEFT JUST BEFORE
 PB0664'REACHING THE COUNTY LINE.  THE STATION IS A STANDARD DISK SET IN TOP
 PB0664'OF A 30 CM ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 46.3
 PB0664'M (151.9 FT) EAST FROM A COUNTY LINE SIGN, 27.5 M (90.2 FT) SOUTHEAST
 PB0664'FROM THE CENTER OF THE HIGHWAY, 4.6 M (15.1 FT) NORTH FROM UTILITY
 PB0664'POLE NUMBER 4, 0.3 M (1.0 FT) NORTHEAST FROM A WITNESS POST, AND ABOUT
 PB0664'1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY.
 PB0664
 PB0664                          STATION RECOVERY (2007)
 PB0664
 PB0664'RECOVERY NOTE BY GEOCACHING 2007 (MMH)
 PB0664'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0662 ***********************************************************************
 PB0662  DESIGNATION -  BEAL AZ MK
 PB0662  PID         -  PB0662
 PB0662  STATE/COUNTY-  OR/KLAMATH
 PB0662  USGS QUAD   -  MASTEN BUTTE (1981)
 PB0662
 PB0662                         *CURRENT SURVEY CONTROL
 PB0662  ___________________________________________________________________
 PB0662* NAD 83(1986)-  43 36 38.     (N)    121 33 08.     (W)     SCALED    
 PB0662* NAVD 88     -      1303.174  (meters)    4275.50   (feet)  ADJUSTED  
 PB0662  ___________________________________________________________________
 PB0662  GEOID HEIGHT-         -21.06  (meters)                     GEOID03
 PB0662  DYNAMIC HT  -        1302.546 (meters)    4273.44  (feet)  COMP
 PB0662  MODELED GRAV-     980,091.7   (mgal)                       NAVD 88
 PB0662
 PB0662  VERT ORDER  -  FIRST     CLASS II
 PB0662
 PB0662.The horizontal coordinates were scaled from a topographic map and have
 PB0662.an estimated accuracy of +/- 6 seconds.
 PB0662
 PB0662.The orthometric height was determined by differential leveling
 PB0662.and adjusted in June 1991.
 PB0662
 PB0662.The geoid height was determined by GEOID03.
 PB0662
 PB0662.The dynamic height is computed by dividing the NAVD 88
 PB0662.geopotential number by the normal gravity value computed on the
 PB0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0662.degrees latitude (g = 980.6199 gals.).
 PB0662
 PB0662.The modeled gravity was interpolated from observed gravity values.
 PB0662
 PB0662;                    North         East    Units  Estimated Accuracy
 PB0662;SPC OR S     -   216,470.    1,415,060.      MT  (+/- 180 meters Scaled)
 PB0662
 PB0662                          SUPERSEDED SURVEY CONTROL
 PB0662
 PB0662.No superseded survey control is available for this station.
 PB0662
 PB0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP168296(NAD 83)
 PB0662_MARKER: DZ = AZIMUTH MARK DISK
 PB0662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0662_SP_SET: CONCRETE POST
 PB0662_STAMPING: BEAL 1971
 PB0662_MARK LOGO: CGS   
 PB0662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0662+STABILITY: SURFACE MOTION
 PB0662_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PB0662+SATELLITE: SATELLITE OBSERVATIONS - July 19, 1988
 PB0662
 PB0662  HISTORY     - Date     Condition        Report By
 PB0662  HISTORY     - 1971     MONUMENTED       NGS
 PB0662  HISTORY     - 19880719 GOOD             NGS
 PB0662
 PB0662                          STATION DESCRIPTION
 PB0662
 PB0662'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 PB0662'7.7 KM (4.80 MI) SOUTHERLY ALONG U.S. HIGHWAY 97 FROM THE POST OFFICE
 PB0662'IN LAPINE, 0.7 KM (0.45 MI) SOUTH OF THE KLAMATH-DESCHUTES COUNTY
 PB0662'LINE, 30.2 M (99.1 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 PB0662'13.1 M (43.0 FT) SOUTH OF THE CENTER OF A DRIVEWAY, 1.0 M (3.3 FT)
 PB0662'BELOW THE LEVEL OF THE HIGHWAY, 0.7 M (2.3 FT) SOUTHWEST OF A WITNESS
 PB0662'POST, 0.5 M (1.6 FT) NORTHEAST OF UTILITY POLE NUMBER C2 42519, AND
 PB0662'IN TOP OF A CONCRETE POST THAT PROJECTS 0.16 M (0.5 FT) ABOVE THE
 PB0662'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1117 ***********************************************************************
 NZ1117  DESIGNATION -  BEAR
 NZ1117  PID         -  NZ1117
 NZ1117  STATE/COUNTY-  OR/JACKSON
 NZ1117  USGS QUAD   -  MEDFORD EAST (1983)
 NZ1117
 NZ1117                         *CURRENT SURVEY CONTROL
 NZ1117  ___________________________________________________________________
 NZ1117* NAD 83(1991)-  42 17 36.32237(N)    122 51 25.94673(W)     ADJUSTED  
 NZ1117* NAVD 88     -       445.0    (meters)    1460.     (feet)  VERTCON   
 NZ1117  ___________________________________________________________________
 NZ1117  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 NZ1117  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 NZ1117  HORZ ORDER  -  SECOND
 NZ1117
 NZ1117.The horizontal coordinates were established by classical geodetic methods
 NZ1117.and adjusted by the National Geodetic Survey in October 1991.
 NZ1117
 NZ1117.The NAVD 88 height was computed by applying the VERTCON shift value to
 NZ1117.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NZ1117
 NZ1117.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ1117
 NZ1117.The geoid height was determined by GEOID03.
 NZ1117
 NZ1117;                    North         East     Units Scale Factor Converg.
 NZ1117;SPC OR S     -    72,359.103 1,305,627.008   MT  1.00001029   -1 36 45.6
 NZ1117;SPC OR S     -   237,398.63  4,283,553.18   iFT  1.00001029   -1 36 45.6
 NZ1117;UTM  10      - 4,682,365.337   511,771.259   MT  0.99960170   +0 05 45.9
 NZ1117
 NZ1117!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NZ1117!SPC OR S     -   0.99993399  x   1.00001029  =   0.99994428
 NZ1117!UTM  10      -   0.99993399  x   0.99960170  =   0.99953572
 NZ1117
 NZ1117:                Primary Azimuth Mark                     Grid Az
 NZ1117:SPC OR S     -  MANOR                                    044 42 20.4
 NZ1117:UTM  10      -  MANOR                                    042 59 48.9
 NZ1117
 NZ1117|---------------------------------------------------------------------|
 NZ1117| PID    Reference Object                     Distance      Geod. Az  |
 NZ1117|                                                           dddmmss.s |
 NZ1117| NZ1129 MANOR                               APPROX. 2.2 KM 0430534.8 |
 NZ1117| CD9036 BEAR RM 2                            13.676 METERS 09140     |
 NZ1117| CD9035 BEAR RM 1                            14.752 METERS 35838     |
 NZ1117|---------------------------------------------------------------------|
 NZ1117
 NZ1117                          SUPERSEDED SURVEY CONTROL
 NZ1117
 NZ1117  NAD 83(1986)-  42 17 36.31124(N)    122 51 25.95872(W) AD(       ) 2
 NZ1117  NAD 27      -  42 17 36.85264(N)    122 51 21.82878(W) AD(       ) 2
 NZ1117  NGVD 29 (07/19/86)  444.0    (m)         1457.     (f) VERT ANG    3  
 NZ1117
 NZ1117.Superseded values are not recommended for survey control.
 NZ1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1117.See file dsdata.txt to determine how the superseded data were derived.
 NZ1117
 NZ1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM1177182365(NAD 83)
 NZ1117_MARKER: DD = SURVEY DISK
 NZ1117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ1117_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NZ1117+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2006
 NZ1117
 NZ1117  HISTORY     - Date     Condition        Report By
 NZ1117  HISTORY     - 1971     MONUMENTED       OR1310
 NZ1117  HISTORY     - 20060826 GOOD             USPSQD
 NZ1117
 NZ1117                          STATION DESCRIPTION
 NZ1117
 NZ1117'DESCRIBED BY CITY OF MEDFORD OREGON 1971
 NZ1117'STATION IS ABOUT 2 MILES SE OF DOWNTOWN MEDFORD ON THE SOUTH SIDE
 NZ1117'OF SOUTH STAGE RD.
 NZ1117'
 NZ1117'TO REACH THIS STATION FROM MEDFORD CITY HALL, PROCEED SOUTH ON
 NZ1117'IVY ST. LEFT (EAST) ON 10TH ST., RIGHT (SOUTH) ON CENTRAL
 NZ1117'AVE. (U.S. 99 SOUTH) 2.65 MILES TO SOUTH STAGE RD., RIGHT (WEST)
 NZ1117'ON SOUTH STAGE RD. 0.75 MILES TO S CURVE, CONTINUE 0.15 MILES
 NZ1117'WEST ON SOUTH STAGE RD. TO STATION ON LEFT.  STATION IS 44.7
 NZ1117'FT. WEST OF POWER POLE 20-1, 26.0 FT. SOUTH OF PAINTED CENTER
 NZ1117'LINE.
 NZ1117'
 NZ1117'THE STATION MARK IS A CITY OF MEDFORD 3 INCH BRONZE DISK SET IN
 NZ1117'1 FT. X 1 FT. X 36 INCH CONCRETE MONUMENT STAMPED BEAR 1971.
 NZ1117'
 NZ1117'REFERENCE MARK NO. 1 IS A CITY OF MEDFORD DISK SET IN A 1 FT. X
 NZ1117'1 FT. X 3 FT. CONCRETE BLOCK FLUSH WITH THE SURFACE STAMPED
 NZ1117'BEAR NO. 1 1971.
 NZ1117'
 NZ1117'REFERENCE MARK NO. 2 IS A CITY OF MEDFORD DISK SET IN A 1 FT. X 1
 NZ1117'FT. X 3 FT. CONCRETE BLOCK FLUSH WITH THE SURFACE STAMPED
 NZ1117'BEAR NO. 2 1971.
 NZ1117'
 NZ1117'THE UNDERGROUND MARK IS A CITY OF MEDFORD DISK STAMPED BEAR 1971
 NZ1117'SET IN CONCRETE 3 FT. BELOW THE SURFACE.
 NZ1117
 NZ1117                          STATION RECOVERY (2006)
 NZ1117
 NZ1117'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 NZ1117'THERE IS A 14 INCH METAL VERTICAL PIPE AT THIS LOCATION.  A METAL
 NZ1117'WITNESS POST IS STUCK IN THE PIPE STAMPED 'BEAR'  PIPE IS FULL OF
 NZ1117'DEBRIS, STATION COULD BE DEEPER THAN ABLE TO REACH
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1209 ***********************************************************************
 OA1209  DESIGNATION -  BEAR
 OA1209  PID         -  OA1209
 OA1209  STATE/COUNTY-  OR/DOUGLAS
 OA1209  USGS QUAD   -  WINCHESTER BAY (1985)
 OA1209
 OA1209                         *CURRENT SURVEY CONTROL
 OA1209  ___________________________________________________________________
 OA1209* NAD 83(1991)-  43 37 42.69893(N)    124 12 48.09700(W)     ADJUSTED  
 OA1209* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 OA1209  ___________________________________________________________________
 OA1209  LAPLACE CORR-          16.95  (seconds)                    DEFLEC99
 OA1209  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 OA1209  HORZ ORDER  -  THIRD
 OA1209
 OA1209.The horizontal coordinates were established by classical geodetic methods
 OA1209.and adjusted by the National Geodetic Survey in October 1991.
 OA1209
 OA1209.The orthometric height was scaled from a topographic map.
 OA1209
 OA1209.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1209
 OA1209.The geoid height was determined by GEOID03.
 OA1209
 OA1209;                    North         East     Units Scale Factor Converg.
 OA1209;SPC OR S     -   224,573.992 1,200,433.690   MT  0.99992679   -2 32 25.7
 OA1209;SPC OR S     -   736,791.31  3,938,430.74   iFT  0.99992679   -2 32 25.7
 OA1209;UTM  10      - 4,831,330.748   402,114.667   MT  0.99971785   -0 50 14.1
 OA1209
 OA1209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1209!SPC OR S     -   1.00000352  x   0.99992679  =   0.99993031
 OA1209!UTM  10      -   1.00000352  x   0.99971785  =   0.99972137
 OA1209
 OA1209:                Primary Azimuth Mark                     Grid Az
 OA1209:SPC OR S     -  FAUN 2                                   113 33 51.9
 OA1209:UTM  10      -  FAUN 2                                   111 51 40.3
 OA1209
 OA1209|---------------------------------------------------------------------|
 OA1209| PID    Reference Object                     Distance      Geod. Az  |
 OA1209|                                                           dddmmss.s |
 OA1209| OA1159 FAUN 2                              APPROX. 1.5 KM 1110126.2 |
 OA1209|---------------------------------------------------------------------|
 OA1209
 OA1209                          SUPERSEDED SURVEY CONTROL
 OA1209
 OA1209  NAD 83(1986)-  43 37 42.70003(N)    124 12 48.14595(W) AD(       ) 3
 OA1209  NAD 27      -  43 37 43.17900(N)    124 12 43.64700(W) AD(       ) 3
 OA1209
 OA1209.Superseded values are not recommended for survey control.
 OA1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1209.See file dsdata.txt to determine how the superseded data were derived.
 OA1209
 OA1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP0211531331(NAD 83)
 OA1209
 OA1209  HISTORY     - Date     Condition        Report By
 OA1209  HISTORY     - 1885     MONUMENTED       CGS
 OA1209  HISTORY     - 1948     SEE DESCRIPTION  CGS
 OA1209
 OA1209                          STATION DESCRIPTION
 OA1209
 OA1209'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RAE)
 OA1209'A THOROUGH SEARCH WAS MADE FOR THIS STATION IN THE AREA INDICATED
 OA1209'BY THE GEOGRAPHIC POSITION BUT NO TRACE OF IT COULD BE FOUND.  SINCE
 OA1209'THIS IS AN AREA OF SHIFTING SAND DUNES, THE STATION SHOULD BE
 OA1209'CLASSIFIED AS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1516 ***********************************************************************
 OA1516  DESIGNATION -  BEAR
 OA1516  PID         -  OA1516
 OA1516  STATE/COUNTY-  OR/COOS
 OA1516  USGS QUAD   -  EMPIRE (1970)
 OA1516
 OA1516                         *CURRENT SURVEY CONTROL
 OA1516  ___________________________________________________________________
 OA1516* NAD 83(1991)-  43 26 06.95134(N)    124 16 42.15790(W)     ADJUSTED  
 OA1516* NAVD 88     -        16.     (meters)      52.     (feet)  SCALED    
 OA1516  ___________________________________________________________________
 OA1516  LAPLACE CORR-          17.26  (seconds)                    DEFLEC99
 OA1516  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 OA1516  HORZ ORDER  -  THIRD
 OA1516
 OA1516.The horizontal coordinates were established by classical geodetic methods
 OA1516.and adjusted by the National Geodetic Survey in October 1991.
 OA1516
 OA1516.The orthometric height was scaled from a topographic map.
 OA1516
 OA1516.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1516
 OA1516.The geoid height was determined by GEOID03.
 OA1516
 OA1516;                    North         East     Units Scale Factor Converg.
 OA1516;SPC OR S     -   203,360.118 1,194,223.806   MT  0.99990542   -2 35 05.9
 OA1516;SPC OR S     -   667,191.99  3,918,057.11   iFT  0.99990542   -2 35 05.9
 OA1516;UTM  10      - 4,809,945.617   396,539.619   MT  0.99973167   -0 52 44.4
 OA1516
 OA1516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1516!SPC OR S     -   1.00000156  x   0.99990542  =   0.99990698
 OA1516!UTM  10      -   1.00000156  x   0.99973167  =   0.99973323
 OA1516
 OA1516:                Primary Azimuth Mark                     Grid Az
 OA1516:SPC OR S     -  BLOW                                     019 31 51.6
 OA1516:UTM  10      -  BLOW                                     017 49 30.1
 OA1516
 OA1516|---------------------------------------------------------------------|
 OA1516| PID    Reference Object                     Distance      Geod. Az  |
 OA1516|                                                           dddmmss.s |
 OA1516| OA1543 BLOW                                APPROX. 2.3 KM 0165645.7 |
 OA1516| CD9590 BEAR RM N                            24.840 METERS 07510     |
 OA1516| CD9591 BEAR RM S                            42.715 METERS 14036     |
 OA1516|---------------------------------------------------------------------|
 OA1516
 OA1516                          SUPERSEDED SURVEY CONTROL
 OA1516
 OA1516  NAD 83(1986)-  43 26 06.95013(N)    124 16 42.20494(W) AD(       ) 3
 OA1516  NAD 27      -  43 26 07.51800(N)    124 16 37.79000(W) AD(       ) 3
 OA1516
 OA1516.Superseded values are not recommended for survey control.
 OA1516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1516.See file dsdata.txt to determine how the superseded data were derived.
 OA1516
 OA1516_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCP9654009946(NAD 83)
 OA1516_MARKER: Z = SEE DESCRIPTION
 OA1516_SETTING: 0 = UNSPECIFIED SETTING
 OA1516_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OA1516+SATELLITE: SATELLITE OBSERVATIONS - January 02, 2009
 OA1516
 OA1516  HISTORY     - Date     Condition        Report By
 OA1516  HISTORY     - 1928     MONUMENTED       CGS
 OA1516  HISTORY     - 1970     SEE DESCRIPTION  USGS
 OA1516  HISTORY     - 20090102 GOOD             GEOCAC
 OA1516
 OA1516                          STATION DESCRIPTION
 OA1516
 OA1516'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (GLB)
 OA1516'STATION IS LOCATED ABOUT 5-1/2 MILES N OF THE COOS BAY ENTRANCE,
 OA1516'AND ABOUT 1/4 MILE IN FROM THE BEACH.  THE STATION IS ON THE MOST
 OA1516'WESTERLY PART OF THE HIGH TIMBERED SAND RIDGE THAT PARALLELS THE
 OA1516'BEACH.  SSW OF THE STATION ABOUT 12 METERS THERE IS A LARGE SPRUCE
 OA1516'TREE ON THE EDGE OF THE RIDGE.  THE SAND HAS BLOWN OUT FROM THE
 OA1516'ROOT OF THIS TREE, AND IT IS A GOOD WITNESS MARK.
 OA1516'
 OA1516'SURFACE MARK IS A STANDARD BRONZE DISK SET IN CONCRETE AT THE
 OA1516'CENTER OF THE TOP OF A TILE.
 OA1516'
 OA1516'UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET AT
 OA1516'THE CENTER OF THE TOP OF A SQUARE BLOCK OR POST OF CONCRETE.
 OA1516'
 OA1516'BOTH REFERENCE MARKS ARE ON THE HIGHEST PART OF THE RIDGE TO THE
 OA1516'E OF THE STATION.
 OA1516
 OA1516                          STATION RECOVERY (1970)
 OA1516
 OA1516'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 OA1516'STATION IS LOCATED ABOUT 1.5 MILES NW OF THE WESTERNMOST APPROACH
 OA1516'TO NORTH BEND AIRPORT, ABOUT 0.7 MILE NE OF THE NORTH SAND DIKE
 OA1516'FORMING THE MENASHA CORPORATION AFFLUENT POND, ABOUT 0.4 MILE
 OA1516'EAST OF THE BEACH, ABOUT 75 FEET E OF A JEEP TRAIL IN THE SAND
 OA1516'FLATS, AND ON THE MOST WESTERLY PART OF A HIGH TIMBERED RIDGE
 OA1516'THAT PARALLELS THE BEACH.
 OA1516'
 OA1516'SURFACE MARK IS A STANDARD USC AND GS DISK SET IN CONCRETE IN A
 OA1516'TILE 0.7 FOOT BELOW GROUND 8 FEET EAST OF A SLOUGHED OFF SAND
 OA1516'BLUFF.  A 21 INCH FORKED SPRUCE LIES S 37 E (TRUE) 120 FEET
 OA1516'DISTANT.  A METAL WITNESS POST WAS SET 3.3 FEET EAST OF
 OA1516'MARK.  R.M. (NE) WAS FOUND IN GOOD CONDITION 1.4 FEET BELOW
 OA1516'GROUND.  R.M. (SE) WAS FOUND IN GOOD CONDITION 0.2 FOOT BELOW
 OA1516'GROUND.
 OA1516
 OA1516                          STATION RECOVERY (2009)
 OA1516
 OA1516'RECOVERY NOTE BY GEOCACHING 2009 (MCD)
 OA1516'RECOVERED AFTER REMOVING ABOUT 6 INCHES OF SANDY SOIL AND DUFF LAYER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0720 ***********************************************************************
 PB0720  DESIGNATION -  BEAR BU
 PB0720  PID         -  PB0720
 PB0720  STATE/COUNTY-  OR/KLAMATH
 PB0720  USGS QUAD   -  BEAR BUTTE (1968)
 PB0720
 PB0720                         *CURRENT SURVEY CONTROL
 PB0720  ___________________________________________________________________
 PB0720* NAD 83(1991)-  43 05 59.56264(N)    121 24 54.69178(W)     ADJUSTED  
 PB0720* NAVD 88     -      1687.3    (meters)    5536.     (feet)  VERTCON   
 PB0720  ___________________________________________________________________
 PB0720  LAPLACE CORR-           3.65  (seconds)                    DEFLEC99
 PB0720  GEOID HEIGHT-         -21.14  (meters)                     GEOID03
 PB0720  HORZ ORDER  -  SECOND
 PB0720
 PB0720.The horizontal coordinates were established by classical geodetic methods
 PB0720.and adjusted by the National Geodetic Survey in October 1991.
 PB0720
 PB0720.The NAVD 88 height was computed by applying the VERTCON shift value to
 PB0720.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PB0720
 PB0720.The Laplace correction was computed from DEFLEC99 derived deflections.
 PB0720
 PB0720.The geoid height was determined by GEOID03.
 PB0720
 PB0720;                    North         East     Units Scale Factor Converg.
 PB0720;SPC OR S     -   159,611.415 1,425,504.614   MT  0.99989532   -0 37 34.1
 PB0720;SPC OR S     -   523,659.50  4,676,852.41   iFT  0.99989532   -0 37 34.1
 PB0720;UTM  10      - 4,773,125.090   628,966.768   MT  0.99980461   +1 04 58.8
 PB0720
 PB0720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PB0720!SPC OR S     -   0.99973878  x   0.99989532  =   0.99963413
 PB0720!UTM  10      -   0.99973878  x   0.99980461  =   0.99954344
 PB0720
 PB0720:                Primary Azimuth Mark                     Grid Az
 PB0720:SPC OR S     -  RODMAN                                   134 10 13.7
 PB0720:UTM  10      -  RODMAN                                   132 27 40.8
 PB0720
 PB0720|---------------------------------------------------------------------|
 PB0720| PID    Reference Object                     Distance      Geod. Az  |
 PB0720|                                                           dddmmss.s |
 PB0720| PB0715 RODMAN                              APPROX.14.5 KM 1333239.6 |
 PB0720| CD6754 BEAR BU RM 1                          5.782 METERS 13351     |
 PB0720| PB0719 BEAR BU LO                           10.160 METERS 14549     |
 PB0720| PB0718 BEAR BUTTE LOOKOUT HOUSE              7.449 METERS 15314     |
 PB0720| CD6755 BEAR BU RM 2                          5.890 METERS 19724     |
 PB0720|---------------------------------------------------------------------|
 PB0720
 PB0720                          SUPERSEDED SURVEY CONTROL
 PB0720
 PB0720  NAD 83(1986)-  43 05 59.56674(N)    121 24 54.70298(W) AD(       ) 2
 PB0720  NAD 27      -  43 06 00.08650(N)    121 24 50.64880(W) AD(       ) 2
 PB0720  NGVD 29 (07/19/86) 1686.0    (m)         5531.     (f) VERT ANG    3  
 PB0720
 PB0720.Superseded values are not recommended for survey control.
 PB0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0720.See file dsdata.txt to determine how the superseded data were derived.
 PB0720
 PB0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFN2896773125(NAD 83)
 PB0720_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PB0720_SETTING: 80 = SET IN A BOULDER
 PB0720_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 PB0720
 PB0720  HISTORY     - Date     Condition        Report By
 PB0720  HISTORY     - 1953     MONUMENTED       CGS
 PB0720
 PB0720                          STATION DESCRIPTION
 PB0720
 PB0720'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (HSC)
 PB0720'THE STATION IS LOCATED ABOUT 6 MILES EAST OF JACK CREEK, 1 MILE
 PB0720'EAST OF THE BEAR FLATS GUARD STATION AND ON THE SUMMIT OF A LOW,
 PB0720'PROMINENT, ROCKY CONE SHAPED PEAK, KNOWN LOCALLY AS BEAR BUTTE.  IT
 PB0720'IS A STANDARD DISK, NOTE 4, SET IN A LARGE BOULDER 24 FEET NORTH
 PB0720'OF THE CENTER OF THE LOOKOUT HOUSE.  THE MARK IS STAMPED BEAR BU
 PB0720'1953.
 PB0720'
 PB0720'REFERENCE MARK NO. 1 IS A STANDARD DISK, NOTE 12C, SET IN A LARGE
 PB0720'BOULDER 6 FEET NORTH OF THE NORTHEAST CORNER OF THE LOOKOUT
 PB0720'HOUSE.  IT IS STAMPED BEAR BU NO 1 1953.
 PB0720'
 PB0720'REFERENCE MARK NO. 2 IS A STANDARD DISK, NOTE 12C, SET IN A LARGE
 PB0720'BOULDER ABOUT 9 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 PB0720'LOOKOUT HOUSE AND NEAR THE WEST EDGE OF THE SUMMIT.  IT IS
 PB0720'STAMPED BEAR BU NO 2 1953.
 PB0720'
 PB0720'BEAR BU. L.O. (USFS) IS A STANDARD FOREST SERVICE DISK SET IN A
 PB0720'FLAT BOULDER 3 FEET EAST OF THE SOUTHEAST CORNER OF THE LOOKOUT
 PB0720'HOUSE.  IT IS STAMPED BEAR BU. L.O. 1938.  THE MARK IS 14.85
 PB0720'FEET SOUTH OF REFERENCE MARK NO. 1
 PB0720'
 PB0720'TO REACH THE STATION FROM THE POST OFFICE IN CHEMULT, GO SOUTH
 PB0720'ON U.S. HIGHWAY 97 FOR 4.9 MILES TO A SIDE ROAD LEFT AND SIGN
 PB0720'WALKER MT. L O.  TURN LEFT, FOLLOWING GRADED ROAD FOR 4 MILES
 PB0720'TO AN OLD RAILROAD CROSSING, THENCE RIGHT FOR 2.5 MILES TO A
 PB0720'FORK AND SIGN SILVER LAKE 42, TAKE THE RIGHT FORK, CROSSING OLD
 PB0720'RAILROAD BEDS, THEN BEAR LEFT ON MAIN ROAD FOR 12.9 MILES TO
 PB0720'JACK CREEK.  CONTINUE AHEAD ON THE CENTER ROAD, FIRE ROAD 202,
 PB0720'FOR 4.8 MILES TO A CROSS ROAD AND SIGN FREMONT HIGHWAY 16
 PB0720'KEEP STRAIGHT AHEAD FOR 0.6 MILE TO SIDE ROAD RIGHT AND SIGN BEAR
 PB0720'BU L.O. 1.  TURN SHARP RIGHT FOLLOWING TRACK ROAD TO THE SUMMIT OF
 PB0720'THE BUTTE AND THE STATION SITE.
 PB0720'
 PB0720'THERE IS NO AVAILABLE SITE FOR AN AZIMUTH MARK AT THIS STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0719 ***********************************************************************
 PB0719  DESIGNATION -  BEAR BU LO
 PB0719  PID         -  PB0719
 PB0719  STATE/COUNTY-  OR/KLAMATH
 PB0719  USGS QUAD   -  BEAR BUTTE (1968)
 PB0719
 PB0719                         *CURRENT SURVEY CONTROL
 PB0719  ___________________________________________________________________
 PB0719* NAD 83(1991)-  43 05 59.29030(N)    121 24 54.43931(W)     ADJUSTED  
 PB0719* NAVD 88     -      1687.     (meters)    5535.     (feet)  SCALED    
 PB0719  ___________________________________________________________________
 PB0719  LAPLACE CORR-           3.65  (seconds)                    DEFLEC99
 PB0719  GEOID HEIGHT-         -21.14  (meters)                     GEOID03
 PB0719  HORZ ORDER  -  SECOND
 PB0719
 PB0719.The horizontal coordinates were established by classical geodetic methods
 PB0719.and adjusted by the National Geodetic Survey in October 1991.
 PB0719
 PB0719.The orthometric height was scaled from a topographic map.
 PB0719
 PB0719.The Laplace correction was computed from DEFLEC99 derived deflections.
 PB0719
 PB0719.The geoid height was determined by GEOID03.
 PB0719
 PB0719;                    North         East     Units Scale Factor Converg.
 PB0719;SPC OR S     -   159,602.950 1,425,510.231   MT  0.99989533   -0 37 33.9
 PB0719;SPC OR S     -   523,631.73  4,676,870.84   iFT  0.99989533   -0 37 33.9
 PB0719;UTM  10      - 4,773,116.797   628,972.634   MT  0.99980463   +1 04 59.0
 PB0719
 PB0719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PB0719!SPC OR S     -   0.99973878  x   0.99989533  =   0.99963414
 PB0719!UTM  10      -   0.99973878  x   0.99980463  =   0.99954346
 PB0719
 PB0719                          SUPERSEDED SURVEY CONTROL
 PB0719
 PB0719  NAD 83(1986)-  43 05 59.29440(N)    121 24 54.45051(W) AD(       ) 2
 PB0719  NAD 27      -  43 05 59.81420(N)    121 24 50.39640(W) AD(       ) 2
 PB0719
 PB0719.Superseded values are not recommended for survey control.
 PB0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0719.See file dsdata.txt to determine how the superseded data were derived.
 PB0719
 PB0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFN2897373117(NAD 83)
 PB0719_MARKER: Z = SEE DESCRIPTION
 PB0719_SETTING: 0 = UNSPECIFIED SETTING
 PB0719_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PB0719
 PB0719  HISTORY     - Date     Condition        Report By
 PB0719  HISTORY     - 1953     MONUMENTED       USFS
 PB0719
 PB0719                          STATION DESCRIPTION
 PB0719
 PB0719'DESCRIBED BY US FOREST SERVICE 1953 (HSC)
 PB0719'THE MARK IS A STANDARD FOREST SERVICE DISK SET IN A FLAT BOULDER 3
 PB0719'FEET EAST OF THE SOUTHEAST CORNER OF THE LOOKOUT HOUSE.  IT IS
 PB0719'STAMPED BEAR BU L.O. 1938.
 PB0719'
 PB0719'A TRAVERSE POSITION WAS COMPUTED FROM STATION BEAR BU THE DISTANCE
 PB0719'BEING 33.33 FEET (10.161 METERS).
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0718 ***********************************************************************
 PB0718  DESIGNATION -  BEAR BUTTE LOOKOUT HOUSE
 PB0718  PID         -  PB0718
 PB0718  STATE/COUNTY-  OR/KLAMATH
 PB0718  USGS QUAD   -  BEAR BUTTE (1968)
 PB0718
 PB0718                         *CURRENT SURVEY CONTROL
 PB0718  ___________________________________________________________________
 PB0718* NAD 83(1991)-  43 05 59.34713(N)    121 24 54.54344(W)     ADJUSTED  
 PB0718* NAVD 88     -              **(meters)            **(feet)            
 PB0718  ___________________________________________________________________
 PB0718  LAPLACE CORR-           3.65  (seconds)                    DEFLEC99
 PB0718  GEOID HEIGHT-         -21.14  (meters)                     GEOID03
 PB0718  HORZ ORDER  -  THIRD
 PB0718
 PB0718.The horizontal coordinates were established by classical geodetic methods
 PB0718.and adjusted by the National Geodetic Survey in October 1991.
 PB0718
 PB0718
 PB0718.The Laplace correction was computed from DEFLEC99 derived deflections.
 PB0718
 PB0718.The geoid height was determined by GEOID03.
 PB0718
 PB0718;                    North         East     Units Scale Factor Converg.
 PB0718;SPC OR S     -   159,604.729 1,425,507.896   MT  0.99989532   -0 37 34.0
 PB0718;SPC OR S     -   523,637.56  4,676,863.18   iFT  0.99989532   -0 37 34.0
 PB0718;UTM  10      - 4,773,118.505   628,970.247   MT  0.99980462   +1 04 58.9
 PB0718
 PB0718                          SUPERSEDED SURVEY CONTROL
 PB0718
 PB0718  NAD 83(1986)-  43 05 59.35074(N)    121 24 54.55588(W) AD(       ) 4
 PB0718  NAD 27      -  43 05 59.87100(N)    121 24 50.50000(W) AD(       ) 3
 PB0718
 PB0718.Superseded values are not recommended for survey control.
 PB0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0718.See file dsdata.txt to determine how the superseded data were derived.
 PB0718
 PB0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFN2897073119(NAD 83)
 PB0718
 PB0718  HISTORY     - Date     Condition        Report By
 PB0718  HISTORY     - 1933     MONUMENTED       CGS
 PB0718  HISTORY     - 1935     SEE DESCRIPTION  USFS
 PB0718  HISTORY     - 1953     SEE DESCRIPTION  CGS
 PB0718
 PB0718                          STATION DESCRIPTION
 PB0718
 PB0718'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (FGJ)
 PB0718'SEE STATION BEAR BU
 PB0718
 PB0718                          STATION RECOVERY (1935)
 PB0718
 PB0718'RECOVERY NOTE BY US FOREST SERVICE 1935
 PB0718'THIS INTERSECTED STATION IS THE CENTER OF THE BEAR BUTTE LOOKOUT
 PB0718'HOUSE, ON THE SUMMIT OF BEAR BUTTE, ABOUT 15 MILES W OF SILVER
 PB0718'LAKE TOWN, AIR LINE.  LOOKOUT MAY BE REACHED BY TAKING FOREST ROAD
 PB0718'EXTENDING E FROM BEAVER MARSH ON THE DALLES-CALIFORNIA HIGHWAY
 PB0718'(U.S. 97) ON THE W, TO SILVER LAKE TOWN ON THE E.  REACHED FROM
 PB0718'SILVER LAKE BY DRIVING W ON SAME ROAD 21 MILES THROUGH BEAR
 PB0718'VALLEY, THENCE S ABOUT 1 MILE ON SIDE ROAD TO STATION.
 PB0718'
 PB0718'UNCHECKED IN 1933.  ADDITIONAL SHOTS IN 1935 BY U.S.F.S.
 PB0718
 PB0718                          STATION RECOVERY (1953)
 PB0718
 PB0718'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (HSC)
 PB0718'THE STATION IS THE APEX OF THE LOOKOUT HOUSE ON THE SUMMIT OF A
 PB0718'LOW, CONICAL SHAPED BUTTE ABOUT 1 MILE EAST OF THE BEAR FLATS
 PB0718'GUARD STATION.  IT IS A SMALL 9 X 9 FOOT HOUSE BUILT ON A GROUP
 PB0718'OF LARGE BOULDERS.  INQUIRE AT THE SILVER LAKE RANGER STATION
 PB0718'FOR THE MOST FEASIBLE METHOD TO REACH THE STATION.  IT IS A 5
 PB0718'MINUTE PACK FROM THE END OF TRUCK TRAVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1312 ***********************************************************************
 NZ1312  DESIGNATION -  BEAR CAMP
 NZ1312  PID         -  NZ1312
 NZ1312  STATE/COUNTY-  OR/CURRY
 NZ1312  USGS QUAD   -  KELSEY PEAK (1989)
 NZ1312
 NZ1312                         *CURRENT SURVEY CONTROL
 NZ1312  ___________________________________________________________________
 NZ1312* NAD 83(1991)-  42 37 56.28144(N)    123 49 52.98802(W)     ADJUSTED  
 NZ1312* NAVD 88     -      1516.87   (+/-2cm)    4976.6    (feet)  VERTCON   
 NZ1312  ___________________________________________________________________
 NZ1312  LAPLACE CORR-           4.85  (seconds)                    DEFLEC99
 NZ1312  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 NZ1312  HORZ ORDER  -  SECOND
 NZ1312  VERT ORDER  -  THIRD ? (See Below)
 NZ1312
 NZ1312.The horizontal coordinates were established by classical geodetic methods
 NZ1312.and adjusted by the National Geodetic Survey in October 1991.
 NZ1312
 NZ1312.The NAVD 88 height was computed by applying the VERTCON shift value to
 NZ1312.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NZ1312.The vertical order pertains to the NGVD 29 superseded value.
 NZ1312
 NZ1312.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ1312
 NZ1312.The geoid height was determined by GEOID03.
 NZ1312
 NZ1312;                    North         East     Units Scale Factor Converg.
 NZ1312;SPC OR S     -   112,699.568 1,226,830.386   MT  0.99993812   -2 16 45.0
 NZ1312;SPC OR S     -   369,749.24  4,025,034.07   iFT  0.99993812   -2 16 45.0
 NZ1312;UTM  10      - 4,720,318.678   431,832.257   MT  0.99965717   -0 33 47.2
 NZ1312
 NZ1312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NZ1312!SPC OR S     -   0.99976599  x   0.99993812  =   0.99970413
 NZ1312!UTM  10      -   0.99976599  x   0.99965717  =   0.99942324
 NZ1312
 NZ1312|---------------------------------------------------------------------|
 NZ1312| PID    Reference Object                     Distance      Geod. Az  |
 NZ1312|                                                           dddmmss.s |
 NZ1312| NZ1313 T34S R10W SEC 12 AP CROSS             6.832 METERS 01057     |
 NZ1312| NZ1303 NINE MILE LOOKOUT TOWER             APPROX.19.7 KM 0310124.3 |
 NZ1312| NZ1308 REUBEN LOOKOUT TOWER                APPROX.21.5 KM 0633222.7 |
 NZ1312| NZ1207 SEXTON MOUNTAIN LOOKOUT TOWER       APPROX.38.4 KM 0951109.3 |
 NZ1312| NZ1310 PEAVINE LOOKOUT TOWER               APPROX.15.0 KM 1062035.8 |
 NZ1312| CD9037 BEAR CAMP RM 1                        4.980 METERS 10727     |
 NZ1312| NZ1314 HOBSON HORN LOOKOUT TOWER           APPROX. 9.7 KM 1561018.5 |
 NZ1312| NZ1317 FISHHOOK LOOKOUT TOWER              APPROX.13.0 KM 2103359.9 |
 NZ1312| CD9038 BEAR CAMP RM 2                        6.126 METERS 23206     |
 NZ1312| NZ1319 BOBS GARDEN LOOKOUT TOWER           APPROX. 7.6 KM 2763348.6 |
 NZ1312| NZ1318 HANGING ROCK LOOKOUT TOWER          APPROX.14.5 KM 3253444.7 |
 NZ1312|---------------------------------------------------------------------|
 NZ1312
 NZ1312                          SUPERSEDED SURVEY CONTROL
 NZ1312
 NZ1312  NAD 83(1986)-  42 37 56.26866(N)    123 49 53.00544(W) AD(       ) 2
 NZ1312  NAD 27      -  42 37 56.87000(N)    123 49 48.71900(W) AD(       ) 2
 NZ1312  NGVD 29 (07/19/86) 1515.73   (m)         4972.9    (f) LEVELING    3  
 NZ1312
 NZ1312.Superseded values are not recommended for survey control.
 NZ1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1312.See file dsdata.txt to determine how the superseded data were derived.
 NZ1312
 NZ1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN3183220319(NAD 83)
 NZ1312_MARKER: Z = SEE DESCRIPTION
 NZ1312_SETTING: 0 = UNSPECIFIED SETTING
 NZ1312
 NZ1312  HISTORY     - Date     Condition        Report By
 NZ1312  HISTORY     - 1943     MONUMENTED       CGS
 NZ1312  HISTORY     - 19850711 MARK NOT FOUND   USGS
 NZ1312
 NZ1312                          STATION DESCRIPTION
 NZ1312
 NZ1312'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (JCS)
 NZ1312'ABOUT 29 MILES NW OF GRANTS PASS, 13 MILES NW OF GALICE, AND 7
 NZ1312'MILES S OF MARIAL, ON THE HIGHEST PART OF THE NE PORTION OF
 NZ1312'PROMINENT BEAR CAMP RIDGE.  IT IS 30 FEET S OF THE S SIDE OF THE
 NZ1312'LOOKOUT HOUSE.
 NZ1312'
 NZ1312'STATION MARK IS A BRONZE STATION DISK SET IN A DRILL HOLE IN
 NZ1312'ROCK OUTCROP AND IS STAMPED BEAR CAMP 1943.
 NZ1312'
 NZ1312'REFERENCE MARK 1 IS SE OF THE STATION.  IT IS A BRONZE REFERENCE
 NZ1312'DISK SET IN A DRILL HOLE IN ROCK OUTCROP AND STAMPED BEAR CAMP
 NZ1312'1943 NO. 1.
 NZ1312'
 NZ1312'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A DRILL HOLE
 NZ1312'IN ROCK OUTCROP AND IS STAMPED BEAR CAMP 1943 NO 2.
 NZ1312'
 NZ1312'G.L.O. MARK IS A COPPER PLUG WITH CROSS ON TOP CEMENTED IN A
 NZ1312'DRILL HOLE IN ROCK OUTCROP.  IT IS 6 FEET S OF THE S SIDE OF THE
 NZ1312'LOOKOUT HOUSE.
 NZ1312'
 NZ1312'TO REACH THE STATION FROM GALICE, TAKE THE PEAVINE ROAD NW AND
 NZ1312'UP GRADE 5.8 MILES TO PEAVINE SPUR LEADING TO THE RIGHT.  CONTINUE
 NZ1312'STRAIGHT AHEAD ON THE MAIN TRAVELED ROAD SW FOR 5.4 MILES TO FORKS
 NZ1312'AT SOLDIER CAMP.  TAKE THE RIGHT FORK FOR 1.8 MILES TO END OF
 NZ1312'ROAD AT CAMP SITE AND BEGINNING OF BEAR CAMP, AGNESS AND HOBSON
 NZ1312'HORN TRAILS.  FROM HERE TAKE THE RIGHT HAND TRAIL (BEAR CAMP)
 NZ1312'AND PACK TO THE N AND W FOR 9 MILES TO BEAR CAMP LOOKOUT AND THE
 NZ1312'STATION.
 NZ1312'
 NZ1312'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 NZ1312
 NZ1312                          STATION RECOVERY (1985)
 NZ1312
 NZ1312'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (ALM)
 NZ1312'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1316 ***********************************************************************
 NZ1316  DESIGNATION -  BEAR CAMP
 NZ1316  PID         -  NZ1316
 NZ1316  STATE/COUNTY-  OR/CURRY
 NZ1316  USGS QUAD   -  BRANDY PEAK (1989)
 NZ1316
 NZ1316                         *CURRENT SURVEY CONTROL
 NZ1316  ___________________________________________________________________
 NZ1316* NAD 83(1991)-  42 35 51.11336(N)    123 52 49.34602(W)     ADJUSTED  
 NZ1316* NAVD 88     -              **(meters)            **(feet)            
 NZ1316  ___________________________________________________________________
 NZ1316  LAPLACE CORR-           9.70  (seconds)                    DEFLEC99
 NZ1316  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 NZ1316  HORZ ORDER  -  THIRD
 NZ1316
 NZ1316.The horizontal coordinates were established by classical geodetic methods
 NZ1316.and adjusted by the National Geodetic Survey in October 1991.
 NZ1316
 NZ1316
 NZ1316.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ1316
 NZ1316.The geoid height was determined by GEOID03.
 NZ1316
 NZ1316;                    North         East     Units Scale Factor Converg.
 NZ1316;SPC OR S     -   109,001.594 1,222,659.722   MT  0.99994394   -2 18 45.6
 NZ1316;SPC OR S     -   357,616.78  4,011,350.79   iFT  0.99994394   -2 18 45.6
 NZ1316;UTM  10      - 4,716,498.513   427,775.365   MT  0.99966418   -0 35 45.2
 NZ1316
 NZ1316                          SUPERSEDED SURVEY CONTROL
 NZ1316
 NZ1316  NAD 83(1986)-  42 35 51.09600(N)    123 52 49.36927(W) AD(       ) 4
 NZ1316  NAD 27      -  42 35 51.72000(N)    123 52 44.99000(W) AD(       ) 3
 NZ1316
 NZ1316.Superseded values are not recommended for survey control.
 NZ1316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1316.See file dsdata.txt to determine how the superseded data were derived.
 NZ1316
 NZ1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN2777516499(NAD 83)
 NZ1316
 NZ1316  HISTORY     - Date     Condition        Report By
 NZ1316  HISTORY     - 1896     MONUMENTED       USGS
 NZ1316  HISTORY     - 1937     SEE DESCRIPTION  CGS
 NZ1316
 NZ1316                          STATION DESCRIPTION
 NZ1316
 NZ1316'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (LAM)
 NZ1316'STATION IS ON THE SW SUMMIT OF BEAR CAMP RIDGE, WHICH LIES BETWEEN
 NZ1316'ROGUE AND ILLINOIS RIVERS.  STATION SIGHTED ON WAS HIGHEST POINT
 NZ1316'OF ROCKS AND WAS NOT MARKED.
 NZ1316'
 NZ1316'IN 1907, U.S.C. AND G.S. ESTABLISHED STATION SQUIRREL ON THIS
 NZ1316'POINT ABOUT 8 METERS (26 FEET) SW OF HIGHEST POINT.  U.S. FOREST
 NZ1316'SERVICE LOOKOUT ON THIS MOUNTAIN IS ABOUT 2.25 MILES NE OF
 NZ1316'TRIANGULATION STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1311 ***********************************************************************
 NZ1311  DESIGNATION -  BEAR CAMP LOOKOUT TOWER
 NZ1311  PID         -  NZ1311
 NZ1311  STATE/COUNTY-  OR/CURRY
 NZ1311  USGS QUAD   -  KELSEY PEAK (1989)
 NZ1311
 NZ1311                         *CURRENT SURVEY CONTROL
 NZ1311  ___________________________________________________________________
 NZ1311* NAD 83(1991)-  42 37 56.62709(N)    123 49 52.97362(W)     ADJUSTED  
 NZ1311* NAVD 88     -              **(meters)            **(feet)            
 NZ1311  ___________________________________________________________________
 NZ1311  LAPLACE CORR-           4.86  (seconds)                    DEFLEC99
 NZ1311  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 NZ1311  HORZ ORDER  -  THIRD
 NZ1311
 NZ1311.The horizontal coordinates were established by classical geodetic methods
 NZ1311.and adjusted by the National Geodetic Survey in October 1991.
 NZ1311
 NZ1311
 NZ1311.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ1311
 NZ1311.The geoid height was determined by GEOID03.
 NZ1311
 NZ1311;                    North         East     Units Scale Factor Converg.
 NZ1311;SPC OR S     -   112,710.211 1,226,831.138   MT  0.99993811   -2 16 45.0
 NZ1311;SPC OR S     -   369,784.16  4,025,036.54   iFT  0.99993811   -2 16 45.0
 NZ1311;UTM  10      - 4,720,329.336   431,832.690   MT  0.99965717   -0 33 47.2
 NZ1311
 NZ1311                          SUPERSEDED SURVEY CONTROL
 NZ1311
 NZ1311  NAD 83(1986)-  42 37 56.61475(N)    123 49 52.99069(W) AD(       ) 4
 NZ1311  NAD 27      -  42 37 57.21800(N)    123 49 48.70200(W) AD(       ) 3
 NZ1311
 NZ1311.Superseded values are not recommended for survey control.
 NZ1311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1311.See file dsdata.txt to determine how the superseded data were derived.
 NZ1311
 NZ1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN3183320329(NAD 83)
 NZ1311
 NZ1311  HISTORY     - Date     Condition        Report By
 NZ1311  HISTORY     - 1943     MONUMENTED       CGS
 NZ1311
 NZ1311                          STATION DESCRIPTION
 NZ1311
 NZ1311'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (JCS)
 NZ1311'STATION IS THE FOREST SERVICE LOOKOUT ON BEAR CAMP RIDGE AT BEAR
 NZ1311'CAMP.  IT IS APPROXIMATELY 29 MILES NW OF GRANTS PASS AND 13 MILES
 NZ1311'NE OF GALICE.  THE STATION IS NOT MARKED BUT MARKED STATION BEAR
 NZ1311'CAMP 1943 IS ABOUT 30 FEET TO THE S.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1844 ***********************************************************************
 QD1844  DESIGNATION -  BEAR CR BUTTE
 QD1844  PID         -  QD1844
 QD1844  STATE/COUNTY-  OR/CROOK
 QD1844  USGS QUAD   -  BOWMAN DAM (1988)
 QD1844
 QD1844                         *CURRENT SURVEY CONTROL
 QD1844  ___________________________________________________________________
 QD1844* NAD 83(1991)-  44 00 53.44720(N)    120 45 51.27752(W)     ADJUSTED  
 QD1844* NAVD 88     -      1687.3    (meters)    5536.     (feet)  VERTCON   
 QD1844  ___________________________________________________________________
 QD1844  LAPLACE CORR-           4.59  (seconds)                    DEFLEC99
 QD1844  GEOID HEIGHT-         -20.12  (meters)                     GEOID03
 QD1844  HORZ ORDER  -  THIRD
 QD1844
 QD1844.The horizontal coordinates were established by classical geodetic methods
 QD1844.and adjusted by the National Geodetic Survey in October 1991.
 QD1844
 QD1844.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1844.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1844
 QD1844.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1844
 QD1844.The geoid height was determined by GEOID03.
 QD1844
 QD1844;                    North         East     Units Scale Factor Converg.
 QD1844;SPC OR S     -   260,886.739 1,478,811.254   MT  1.00000381   -0 10 50.8
 QD1844;SPC OR S     -   855,927.62  4,851,742.96   iFT  1.00000381   -0 10 50.8
 QD1844;UTM  10      - 4,875,951.919   679,206.700   MT  0.99999500   +1 33 14.1
 QD1844
 QD1844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1844!SPC OR S     -   0.99973865  x   1.00000381  =   0.99974246
 QD1844!UTM  10      -   0.99973865  x   0.99999500  =   0.99973365
 QD1844
 QD1844|---------------------------------------------------------------------|
 QD1844| PID    Reference Object                     Distance      Geod. Az  |
 QD1844|                                                           dddmmss.s |
 QD1844| CS4125 BEAR CR BUTTE RM 1                    5.471 METERS 07548     |
 QD1844| CS4126 BEAR CR BUTTE RM 2                    8.038 METERS 17432     |
 QD1844|---------------------------------------------------------------------|
 QD1844
 QD1844                          SUPERSEDED SURVEY CONTROL
 QD1844
 QD1844  NAD 83(1986)-  44 00 53.44807(N)    120 45 51.26704(W) AD(       ) 3
 QD1844  NGVD 29 (04/26/90) 1686.1    (m)         5532.     (f) VERT ANG    3  
 QD1844
 QD1844.Superseded values are not recommended for survey control.
 QD1844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1844.See file dsdata.txt to determine how the superseded data were derived.
 QD1844
 QD1844_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP7920775952(NAD 83)
 QD1844_MARKER: DS = TRIANGULATION STATION DISK
 QD1844_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QD1844_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD1844
 QD1844  HISTORY     - Date     Condition        Report By
 QD1844  HISTORY     - 1945     MONUMENTED       USGS
 QD1844  HISTORY     - 1958     GOOD             USGS
 QD1844  HISTORY     - 1966     GOOD             USGS
 QD1844
 QD1844                          STATION DESCRIPTION
 QD1844
 QD1844'DESCRIBED BY US GEOLOGICAL SURVEY 1945
 QD1844'LOCATED ABOUT 21 MI SE. OF PRINEVILLE, 3 MI NW. OF FORKS OF BEAR
 QD1844'CREEK AND LITTLE BEAR CREEK.  ON PROMINENT BUTTE KNOWN LOCALLY AS
 QD1844'BEAR CREEK BUTTE, ON MOST NORTHERLY ONE OF SEVERAL SMALL TOPS ON
 QD1844'SUMMIT.
 QD1844'
 QD1844'TO REACH FROM MAIN INTERSECTION IN PRINEVILLE, DRIVE 20.7 MI S.
 QD1844'ON CROOKED RIVER HWY. (STATE HWY. 27) TO BRIDGE OVER BEAR CREEK
 QD1844'AND RD. FORK E. OF BRIDGE.  TURN RIGHT FOLLOWING BEAR CREEK RD. 12
 QD1844'MI TO BRIDGE OVER CREEK, CONTINUE 1 MI FURTHER TO RD. FORK AND
 QD1844'MAILBOX.  TURN RIGHT ON DIRT RD. 1.3 MI TO FORKS.  TAKE RIGHT FORK
 QD1844'0.9 MI TO ANOTHER FORK.  TURN LEFT THROUGH GATE 0.5 MI TO RANCH
 QD1844'HOUSE, GO ABOUT 0.2 MI BEYOND HOUSE TO FIELD BELOW BUTTE.  FROM
 QD1844'FIELD BEAR W. UP RIDGE TO SUMMIT AND STATION.
 QD1844'
 QD1844'STATION MARK--STANDARD BRONZE TABLET STAMPED---BEAR CR BUTTE---, IN
 QD1844'TOP OF CONCRETE POST UNDER 6-FT. CAIRN.
 QD1844'
 QD1844'RM 1--STANDARD RM TABLET STAMPED---NO 1---, CEMENTED IN SOLID ROCK.
 QD1844'
 QD1844'RM 2--STANDARD RM TABLET STAMPED---NO 2---, CEMENTED IN SOLID ROCK.
 QD1844
 QD1844                          STATION RECOVERY (1958)
 QD1844
 QD1844'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 QD1844'RECOVERED AS DESCRIBED BY USGS.  ALL MARKS IN GOOD CONDITION.
 QD1844'
 QD1844'REACHED BY HELICOPTER.
 QD1844
 QD1844                          STATION RECOVERY (1966)
 QD1844
 QD1844'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 QD1844'RECOVERED AS DESCRIBED BY USGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA1204 ***********************************************************************
 RA1204  DESIGNATION -  BEAR CREEK
 RA1204  PID         -  RA1204
 RA1204  STATE/COUNTY-  OR/WALLOWA
 RA1204  USGS QUAD   -  WALLOWA (1984)
 RA1204
 RA1204                         *CURRENT SURVEY CONTROL
 RA1204  ___________________________________________________________________
 RA1204* NAD 83(1991)-  45 32 23.19832(N)    117 32 47.52886(W)     ADJUSTED  
 RA1204* NAVD 88     -      1317.7    (meters)    4323.     (feet)  VERTCON   
 RA1204  ___________________________________________________________________
 RA1204  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 RA1204  GEOID HEIGHT-         -16.91  (meters)                     GEOID03
 RA1204  HORZ ORDER  -  SECOND
 RA1204
 RA1204.The horizontal coordinates were established by classical geodetic methods
 RA1204.and adjusted by the National Geodetic Survey in October 1991.
 RA1204
 RA1204.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1204.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1204
 RA1204.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1204
 RA1204.The geoid height was determined by GEOID03.
 RA1204
 RA1204;                    North         East     Units Scale Factor Converg.
 RA1204;SPC OR N     -   212,360.416 2,730,603.589   MT  0.99991553   +2 05 40.4
 RA1204;SPC OR N     -   696,720.52  8,958,673.19   iFT  0.99991553   +2 05 40.4
 RA1204;UTM  11      - 5,043,060.916   457,330.995   MT  0.99962238   -0 23 24.3
 RA1204
 RA1204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1204!SPC OR N     -   0.99979610  x   0.99991553  =   0.99971165
 RA1204!UTM  11      -   0.99979610  x   0.99962238  =   0.99941856
 RA1204
 RA1204:                Primary Azimuth Mark                     Grid Az
 RA1204:SPC OR N     -  WALLOWA CHURCH SPIRE                     013 20 07.1
 RA1204:UTM  11      -  WALLOWA CHURCH SPIRE                     015 49 11.8
 RA1204
 RA1204|---------------------------------------------------------------------|
 RA1204| PID    Reference Object                     Distance      Geod. Az  |
 RA1204|                                                           dddmmss.s |
 RA1204| RA1203 WALLOWA CHURCH SPIRE                APPROX. 3.9 KM 0152547.5 |
 RA1204| CF4451 BEAR CREEK AZ MK                                   1522940.8 |
 RA1204| CF4453 BEAR CREEK RM 2                      12.745 METERS 18413     |
 RA1204| CF4452 BEAR CREEK RM 1                      17.195 METERS 30258     |
 RA1204|---------------------------------------------------------------------|
 RA1204
 RA1204                          SUPERSEDED SURVEY CONTROL
 RA1204
 RA1204  NAD 83(1986)-  45 32 23.20101(N)    117 32 47.51598(W) AD(       ) 2
 RA1204  NAD 27      -  45 32 23.67858(N)    117 32 43.84721(W) AD(       ) 2
 RA1204  NGVD 29 (07/19/86) 1316.6    (m)         4320.     (f) VERT ANG    3  
 RA1204
 RA1204.Superseded values are not recommended for survey control.
 RA1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1204.See file dsdata.txt to determine how the superseded data were derived.
 RA1204
 RA1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML5733143061(NAD 83)
 RA1204_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RA1204_SETTING: 80 = SET IN A BOULDER
 RA1204_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 RA1204
 RA1204  HISTORY     - Date     Condition        Report By
 RA1204  HISTORY     - 1946     MONUMENTED       CGS
 RA1204  HISTORY     - 1958     SEE DESCRIPTION  ORTAX
 RA1204
 RA1204                          STATION DESCRIPTION
 RA1204
 RA1204'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JTJ)
 RA1204'THE STATION IS LOCATED ON A PROMINENT BALD HILL, NEAR THE NORTH
 RA1204'END OF A HIGH RIDGE LYING BETWEEN THE LOSTINE RIVER AND BEAR
 RA1204'CREEK AND ABOUT 2 MILES SOUTH-SOUTHEAST FROM WALLOWA.  IT IS
 RA1204'THE FIRST PROMINENT BALD POINT WHEN LOOKING SOUTH FROM WALLOWA.
 RA1204'IT IS SITUATED 24 FEET NORTHWEST FROM THE HIGHEST POINT.  THE DISK
 RA1204'IS STAMPED BEAR CR 1946 AND IT PROJECTS 1 FOOT.
 RA1204'
 RA1204'REFERENCE MARK NO. 1 IS NORTHWEST FROM THE STATION AND ABOUT
 RA1204'5 FEET BELOW IT.  THE DISK IS STAMPED BEAR CR NO 1 1946 AND IT
 RA1204'IS FLUSH WITH THE SURFACE OF THE GROUND.
 RA1204'
 RA1204'REFERENCE MARK NO. 2 IS SOUTH FROM THE STATION AND 1.5 FEET BELOW
 RA1204'IT.  THE DISK IS STAMPED BEAR CR NO 2 1946 AND IT PROJECTS 5 INCHES.
 RA1204'
 RA1204'THE AZIMUTH MARK IS 0.35 MILE SOUTHEAST FROM THE STATION IN A
 RA1204'SADDLE.  IT IS SITUATED 50 FEET NORTHWEST FROM A SMALL PINE TREE
 RA1204'AND IT IS WITNESSED BY A ROCK CAIRN.  THE DISK IS STAMPED BEAR
 RA1204'CR 1946 AND IT PROJECTS 2 FEET.
 RA1204'
 RA1204'TO REACH THE STATION FROM THE POST OFFICE IN WALLOWA, GO WEST
 RA1204'ON STATE HIGHWAY 82 FOR 0.35 MILE TO A POINT WHERE THE HIGHWAY
 RA1204'SWINGS TOWARDS THE NORTH AND A GRAVEL ROAD LEADS WEST.  GO WEST
 RA1204'ON THE GRAVEL ROAD 0.4 MILE TO BEAR CREEK ROAD LEADING SOUTH.
 RA1204'TURN LEFT, SOUTH, AND FOLLOW THE BEAR CREEK ROAD FOR 2.95 MILES TO
 RA1204'A GROUP OF PINE TREES IN A FENCE LINE AND A BLAZED PINE TREE
 RA1204'ON THE LEFT.  FROM THIS POINT PROCEED ON FOOT UP A STEEP
 RA1204'RIDGE TO THE RIGHT OF A DRAW, EASTERLY FOR ABOUT 1/4 MILE
 RA1204'TO A FENCELINE.  CROSS THE FENCE AND CONTINUE UP THE
 RA1204'RIDGE TO A SADDLE AND THE AZIMUTH MARK.  FROM THIS POINT
 RA1204'BEAR NORTH NORTHWEST UP THE RIDGE TO THE HIGHEST POINT
 RA1204'AND THE STATION AS DESCRIBED.  APPROXIMATELY 1-1/2 HOURS
 RA1204'WALK.
 RA1204'
 RA1204'HEIGHT OF LIGHT ABOVE STATION MARK 0.00 METER.
 RA1204
 RA1204                          STATION RECOVERY (1958)
 RA1204
 RA1204'RECOVERY NOTE BY OREGON STATE TAX COMMISSION 1958 (NTM)
 RA1204'STATION RECOVERED AS DESCRIBED.  IT IS NOW COVERED BY A SMALL
 RA1204'MOUND OF ROCKS AND A WOODEN SIGNAL IS NEARBY ON THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC1050 ***********************************************************************
 PC1050  DESIGNATION -  BEAR MOUNTAIN
 PC1050  PID         -  PC1050
 PC1050  STATE/COUNTY-  OR/DOUGLAS
 PC1050  USGS QUAD   -  MOUNT GURNEY (1990)
 PC1050
 PC1050                         *CURRENT SURVEY CONTROL
 PC1050  ___________________________________________________________________
 PC1050* NAD 83(1991)-  43 11 19.67226(N)    123 39 02.44209(W)     ADJUSTED  
 PC1050* NAVD 88     -       969.0    (meters)    3179.     (feet)  VERTCON   
 PC1050  ___________________________________________________________________
 PC1050  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 PC1050  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 PC1050  HORZ ORDER  -  SECOND
 PC1050
 PC1050.The horizontal coordinates were established by classical geodetic methods
 PC1050.and adjusted by the National Geodetic Survey in October 1991.
 PC1050
 PC1050.The NAVD 88 height was computed by applying the VERTCON shift value to
 PC1050.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PC1050
 PC1050.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC1050
 PC1050.The geoid height was determined by GEOID03.
 PC1050
 PC1050;                    North         East     Units Scale Factor Converg.
 PC1050;SPC OR S     -   173,898.577 1,243,966.011   MT  0.99989467   -2 09 19.9
 PC1050;SPC OR S     -   570,533.39  4,081,253.32   iFT  0.99989467   -2 09 19.9
 PC1050;UTM  10      - 4,781,986.304   447,126.876   MT  0.99963439   -0 26 43.2
 PC1050
 PC1050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC1050!SPC OR S     -   0.99985179  x   0.99989467  =   0.99974648
 PC1050!UTM  10      -   0.99985179  x   0.99963439  =   0.99948624
 PC1050
 PC1050|---------------------------------------------------------------------|
 PC1050| PID    Reference Object                     Distance      Geod. Az  |
 PC1050|                                                           dddmmss.s |
 PC1050| CD9040 BEAR MOUNTAIN RM 1                    7.583 METERS 03344     |
 PC1050| CD9041 BEAR MOUNTAIN RM 2                    7.709 METERS 13354     |
 PC1050| PC1046 TENMILE RESET                       APPROX.10.2 KM 1342829.4 |
 PC1050| CD9042 BEAR MOUNTAIN RM 3                    8.090 METERS 14735     |
 PC1050| CD9039 BEAR MOUNTAIN AZ MK                                3254222.9 |
 PC1050|---------------------------------------------------------------------|
 PC1050
 PC1050                          SUPERSEDED SURVEY CONTROL
 PC1050
 PC1050  NAD 83(1986)-  43 11 19.66853(N)    123 39 02.46720(W) AD(       ) 2
 PC1050  NAD 27      -  43 11 20.25600(N)    123 38 58.16300(W) AD(       ) 2
 PC1050  NGVD 29 (07/19/86)  967.9    (m)         3176.     (f) VERT ANG    3  
 PC1050
 PC1050.Superseded values are not recommended for survey control.
 PC1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC1050.See file dsdata.txt to determine how the superseded data were derived.
 PC1050
 PC1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN4712781986(NAD 83)
 PC1050_MARKER: Z = SEE DESCRIPTION
 PC1050_SETTING: 0 = UNSPECIFIED SETTING
 PC1050
 PC1050  HISTORY     - Date     Condition        Report By
 PC1050  HISTORY     - 1953     MONUMENTED       CGS
 PC1050  HISTORY     - 1975     SEE DESCRIPTION  NGS
 PC1050
 PC1050                          STATION DESCRIPTION
 PC1050
 PC1050'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 PC1050'THE STATION IS LOCATED ABOUT 15 MILES WEST-SOUTHWEST OF
 PC1050'ROSEBURG, AND 11 MILES NORTH-NORTHEAST OF CAMAS VALLEY, ON A
 PC1050'HIGH BARE BUTTE LOCALLY KNOWN AS BEAR MOUNTAIN, NEAR THE HEAD OF
 PC1050'TEN MILE CREEK.  IT IS AT THE SOUTHEAST END OF MOUNTAIN, ON
 PC1050'HIGHEST POINT.
 PC1050'
 PC1050'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 99, AND OAK STREET
 PC1050'IN ROSEBURG, GO WEST ON OAK STREET, AS PER SIGN MELROSE, FOR
 PC1050'0.35 MILE TO END OF BRIDGE, TURN LEFT, AND GO 0.1 MILE ON
 PC1050'MILITARY STREET, THEN RIGHT ON COREY AVENUE FOR 0.1 MILE, THEN
 PC1050'LEFT ON HARVARD STREET, AND GO NORTHWESTERLY ON MAIN TRAVELED
 PC1050'ROAD FOR 7.25 MILES TO THE MELROSE STORE.  CONTINUE STRAIGHT
 PC1050'AHEAD FOR 1.0 MILE TO A FORK, TAKE RIGHT FORK, AND GO 2.1 MILES
 PC1050'TO A FORK, TAKE RIGHT FORK ON GRAVELED ROAD FOR 1.7 MILES TO A
 PC1050'FORK, TAKE RIGHT FORK AND GO 2.0 MILES TO THE TOP OF RIDGE,
 PC1050'THEN CURVE LEFT, AND FOLLOW MAIN TRAVELED ROAD FOR 1.5 MILES TO
 PC1050'A TRIPLE FORK, TAKE THE LEFT OF THREE FORKS, AND FOLLOW
 PC1050'MAIN TRAVELED ROAD FOR 6.7 MILES TO AN OLD TURN AROUND,
 PC1050'AND A FORK, TAKE RIGHT FORK STRAIGHT AHEAD FOR 5.0 MILES TO A
 PC1050'SIDE ROAD LEFT, CONTINUE STRAIGHT AHEAD FOR 0.1 MILE TO A
 PC1050'FORK, TAKE RIGHT FORK UP STEEP HILL 0.55 MILE TO A DIM T-ROAD
 PC1050'ON TOP OF BEAR MOUNTAIN, TURN RIGHT, AND GO 0.1 MILE TO
 PC1050'THE STATION SITE ON LEFT.  TO REACH THE AZIMUTH MARK FROM
 PC1050'STATION GO NORTH ON DIM TRACK ROAD FOR APPROXIMATELY 0.2
 PC1050'MILE TO THE AZIMUTH MARK ON LEFT.
 PC1050'
 PC1050'THE STATION MARK STAMPED BEAR MTN 1953 IS A STANDARD DISK SET
 PC1050'IN A 4-INCH IRON PIPE THAT PROJECTS 10 INCHES.  IT IS 7 FEET
 PC1050'WEST OF THE WITNESS POST.
 PC1050'
 PC1050'REFERENCE MARK NO. 1 STAMPED BEAR MTN NO 1 1953 IS A STANDARD
 PC1050'DISK SET IN A 4-INCH IRON PIPE THAT PROJECTS 12 INCHES.
 PC1050'
 PC1050'REFERENCE MARK NO. 2 STAMPED BEAR MTN NO 2 1953 IS A STANDARD
 PC1050'DISK SET IN A 4-INCH IRON PIPE THAT PROJECTS 10 INCHES.
 PC1050'
 PC1050'AZIMUTH MARK STAMPED BEAR MTN 1953 IS A STANDARD DISK SET IN A
 PC1050'4-INCH IRON PIPE THAT PROJECTS 12 INCHES.  IT IS 12 FEET SOUTH
 PC1050'OF THE CENTER LINE OF THE TRACK ROAD, AND 3 FEET EAST OF THE
 PC1050'WITNESS POST.
 PC1050
 PC1050                          STATION RECOVERY (1975)
 PC1050
 PC1050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 PC1050'THE STATION MARK, AND REFERENCE MARK NO. 1 WERE RECOVERED IN
 PC1050'GOOD CONDITION.  THE AZIMUTH MARK, AND REFERENCE MARK NO. 2 WERE
 PC1050'FOUND DESTROYED.  REFERENCE MARK NO. 3 WAS ESTABLISHED.  TIMBER
 PC1050'GROWTH ON THIS SUMMIT IS VERY EXTENSIVE.  THERE WAS NO SUITABLE
 PC1050'PLACE TO ESTABLISH ANOTHER AZIMUTH MARK, AND IT WOULD TAKE
 PC1050'CONSIDERABLE CLEARING TO SEE OUT IN ANY DIRECTION.  LANDMARKS
 PC1050'HAVE CHANGED.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 PC1050'
 PC1050'THE STATION IS ON TIMBERED LAND OWNED BY THE WEYERHAEUSER COMPANY.
 PC1050'
 PC1050'TO REACH THE STATION FROM THE TENMILE POST OFFICE GO NORTHEAST
 PC1050'ON STATE HIGHWAY 42 FOR 0.15 TO A SIDE ROAD LEFT, TURN LEFT, AND
 PC1050'GO NORTH ON COUNTY ROAD 5 FOR 4.6 MILES TO THE JUNCTION WITH
 PC1050'COUNTY ROAD 112 AT A T INTERSECTION, TURN LEFT, AND CONTINUE
 PC1050'NORTHERLY ON COUNTY ROAD 112 FOR 1.6 MILES TO A FORK, TAKE THE
 PC1050'RIGHT FORK, AND GO NORTHEASTERLY ON BURNT MOUNTAIN ACCESS ROAD
 PC1050'FOR 2.6 MILES TO A SIDE ROAD RIGHT, TURN RIGHT AS PER SIGN,
 PC1050'BEAR MTN, AND GO NORTHEASTERLY FOR 1.0 MILE TO A SIDE ROAD
 PC1050'RIGHT, TURN RIGHT, AND GO SOUTHEAST ON THE MOUNTAIN ROAD
 PC1050'FOR 1.9 MILES TO A FORK, TAKE THE LEFT FORK, AND GO NORTHERLY
 PC1050'ON THE MAIN TRAVELED ROAD FOR 1.6 MILES TO A ROAD RIGHT,
 PC1050'TURN RIGHT, LEAVING THE MAIN TRAVELED ROAD, AND GO SOUTH FOR
 PC1050'0.05 MILE TO THE STATION AT THE END OF THE ROAD.
 PC1050'
 PC1050'THE STATION MARK, STAMPED BEAR MTN 1953, IS A STANDARD DISK SET
 PC1050'IN A 4-INCH PIPE THAT PROJECTS 7-INCHES, 300 FEET SOUTHEAST OF A
 PC1050'METAL RAIN GAGE THAT IS 15 FEET HIGH, AND 3 FEET NORTHEAST OF A
 PC1050'METAL WITNESS POST.
 PC1050'
 PC1050'REFERENCE MARK NO. 1, STAMPED BEAR MTN NO 1 1953, IS A STANDARD
 PC1050'DISK SET IN A 4-INCH PIPE THAT PROJECTS 12-INCHES, 4 FEET EAST
 PC1050'OF AN 8-INCH PINE TREE, AND LEVEL WITH THE STATION.
 PC1050'
 PC1050'REFERENCE MARK NO. 3, STAMPED BEAR MTN 1953 NO 3 1975, IS A
 PC1050'STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT
 PC1050'PROJECTS 3-INCHES, 26 FEET SOUTHEAST OF THE WITNESS POST, AND
 PC1050'LEVEL WITH THE STATION.  (NOTE 11A)
 PC1050'
 PC1050'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PC1050'10 MILES NORTHEAST OF TENMILE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA1337 ***********************************************************************
 RA1337  DESIGNATION -  BEAR MOUNTAIN CAIRN
 RA1337  PID         -  RA1337
 RA1337  STATE/COUNTY-  OR/WALLOWA
 RA1337  USGS QUAD   -  SQUIRREL PRAIRIE (1995)
 RA1337
 RA1337                         *CURRENT SURVEY CONTROL
 RA1337  ___________________________________________________________________
 RA1337* NAD 83(1991)-  45 21 51.02673(N)    116 41 56.58562(W)     ADJUSTED  
 RA1337* NAVD 88     -              **(meters)            **(feet)            
 RA1337  ___________________________________________________________________
 RA1337  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 RA1337  GEOID HEIGHT-         -15.42  (meters)                     GEOID03
 RA1337  HORZ ORDER  -  THIRD
 RA1337
 RA1337.The horizontal coordinates were established by classical geodetic methods
 RA1337.and adjusted by the National Geodetic Survey in October 1991.
 RA1337
 RA1337
 RA1337.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1337
 RA1337.The geoid height was determined by GEOID03.
 RA1337
 RA1337;                    North         East     Units Scale Factor Converg.
 RA1337;SPC OR N     -   195,633.027 2,797,648.718   MT  0.99990039   +2 41 44.1
 RA1337;SPC OR N     -   641,840.64  9,178,637.53   iFT  0.99990039   +2 41 44.1
 RA1337;SPC ID W     -   411,214.260   725,650.824   MT  1.00000127   -0 40 31.3
 RA1337;SPC ID W     - 1,349,125.45  2,380,739.41   sFT  1.00000127   -0 40 31.3
 RA1337;UTM  11      - 5,023,450.867   523,568.603   MT  0.99960683   +0 12 50.9
 RA1337
 RA1337                          SUPERSEDED SURVEY CONTROL
 RA1337
 RA1337  NAD 83(1986)-  45 21 51.02867(N)    116 41 56.58481(W) AD(       ) 4
 RA1337  NAD 27      -  45 21 51.45181(N)    116 41 53.06145(W) AD(       ) 3
 RA1337
 RA1337.Superseded values are not recommended for survey control.
 RA1337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1337.See file dsdata.txt to determine how the superseded data were derived.
 RA1337
 RA1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL2356923451(NAD 83)
 RA1337
 RA1337  HISTORY     - Date     Condition        Report By
 RA1337  HISTORY     - 1945     MONUMENTED       USGS
 RA1337
 RA1337                          STATION DESCRIPTION
 RA1337
 RA1337'DESCRIBED BY US GEOLOGICAL SURVEY 1945 (JTJ)
 RA1337'THIS IS AN INTERSECTION STATION LOCATED ON THE HIGHEST POINT OF
 RA1337'BEAR MOUNTAIN, APPROXIMATELY 60 FEET N OF THE TRAIL TO BLACK
 RA1337'MOUNTAIN AND ABOUT 0.8 MILE SW OF STATION BLACK MTN.  IT IS A
 RA1337'U.S. GEOLOGICAL SURVEY CAIRN 5.5 FEET IN HEIGHT AND 5 FEET IN BASE
 RA1337'DIAMETER.
 RA1337'
 RA1337'TO REACH FROM IMNAHA, PROCEED IN A SE DIRECTION ON THE HAT POINT
 RA1337'LOOKOUT ROAD TO MILEPOST 18.  BEAR RIGHT ON A DIM TRACK ROAD AT
 RA1337'THIS POINT FOR 0.2 MILE TO SIGN FREEZEOUT SADDLE TRAIL-3 MILE.
 RA1337'TAKE THIS TRAIL TO FREEZEOUT SADDLE AND SIGN SUMMIT TRAIL.  FOLLOW
 RA1337'ALONG HIGHEST PART OF RIDGE ON SUMMIT TRAIL FOR 5.5 MILES TO
 RA1337'WARNOCK CORRALS.  CONTINUE AHEAD THROUGH TIMBER ON AN UNMARKED
 RA1337'TRAIL FOR APPROXIMATELY 3 MILES TO TOP OF BEAR MOUNTAIN AND
 RA1337'CAIRN SITE.
 RA1337'
 RA1337'INTERSECTED FROM STATION BLACK MTN. AND DRY DIGGINS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1845 ***********************************************************************
 QD1845  DESIGNATION -  BEAR POINT LOH
 QD1845  PID         -  QD1845
 QD1845  STATE/COUNTY-  OR/MARION
 QD1845  USGS QUAD   -  OLALLIE BUTTE (1988)
 QD1845
 QD1845                         *CURRENT SURVEY CONTROL
 QD1845  ___________________________________________________________________
 QD1845* NAD 83(1991)-  44 45 00.21130(N)    121 50 58.58478(W)     ADJUSTED  
 QD1845* NAVD 88     -      1843.1    (meters)    6047.     (feet)  VERTCON   
 QD1845  ___________________________________________________________________
 QD1845  LAPLACE CORR-           9.74  (seconds)                    DEFLEC99
 QD1845  GEOID HEIGHT-         -21.10  (meters)                     GEOID03
 QD1845  HORZ ORDER  -  THIRD
 QD1845
 QD1845.The horizontal coordinates were established by classical geodetic methods
 QD1845.and adjusted by the National Geodetic Survey in October 1991.
 QD1845
 QD1845.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1845.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1845
 QD1845.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1845
 QD1845.The geoid height was determined by GEOID03.
 QD1845
 QD1845;                    North         East     Units Scale Factor Converg.
 QD1845;SPC OR N     -   121,280.923 2,393,139.546   MT  0.99992112   -0 57 25.6
 QD1845;SPC OR N     -   397,903.29  7,851,507.70   iFT  0.99992112   -0 57 25.6
 QD1845;UTM  10      - 4,955,829.338   591,061.963   MT  0.99970197   +0 48 35.8
 QD1845
 QD1845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1845!SPC OR N     -   0.99971440  x   0.99992112  =   0.99963555
 QD1845!UTM  10      -   0.99971440  x   0.99970197  =   0.99941646
 QD1845
 QD1845                          SUPERSEDED SURVEY CONTROL
 QD1845
 QD1845  NAD 83(1986)-  44 45 00.23225(N)    121 50 58.58876(W) AD(       ) 3
 QD1845  NGVD 29 (04/26/90) 1841.9    (m)         6043.     (f) VERT ANG    3  
 QD1845
 QD1845.Superseded values are not recommended for survey control.
 QD1845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1845.See file dsdata.txt to determine how the superseded data were derived.
 QD1845
 QD1845_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ9106255829(NAD 83)
 QD1845_MARKER: 73 = LOOKOUT HOUSE
 QD1845
 QD1845  HISTORY     - Date     Condition        Report By
 QD1845  HISTORY     - 1958     FIRST OBSERVED   USGS
 QD1845
 QD1845                          STATION DESCRIPTION
 QD1845
 QD1845'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 QD1845'LOCATED ABOUT 6.8 MI ESE. OF BREITENBUSH HOT SPRINGS, 5.8 MI NW.
 QD1845'OF MT. JEFFERSON, 4.8 MI SW. OF SOUTH END OF OLALLIE LAKE.  ON
 QD1845'SHARP BARE TOP.
 QD1845'
 QD1845'REACHED BY HELICOPTER.  CONTACT USFS AT DETROIT FOR INFORMATION
 QD1845'ON TRAIL TO LO.
 QD1845'
 QD1845'STATION MARK--USFS LOH.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1939 ***********************************************************************
 SC1939  DESIGNATION -  BEAR U S E 1905
 SC1939  PID         -  SC1939
 SC1939  STATE/COUNTY-  OR/CLATSOP
 SC1939  USGS QUAD   -  CATHLAMET BAY (1984)
 SC1939
 SC1939                         *CURRENT SURVEY CONTROL
 SC1939  ___________________________________________________________________
 SC1939* NAD 83(1991)-  46 10 29.97994(N)    123 40 43.84902(W)     ADJUSTED  
 SC1939* NAVD 88     -         7.2    (meters)      24.     (feet)  VERTCON   
 SC1939  ___________________________________________________________________
 SC1939  LAPLACE CORR-          11.85  (seconds)                    DEFLEC99
 SC1939  GEOID HEIGHT-         -22.53  (meters)                     GEOID03
 SC1939  HORZ ORDER  -  SECOND
 SC1939
 SC1939.The horizontal coordinates were established by classical geodetic methods
 SC1939.and adjusted by the National Geodetic Survey in October 1991.
 SC1939
 SC1939.The NAVD 88 height was computed by applying the VERTCON shift value to
 SC1939.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SC1939
 SC1939.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1939
 SC1939.The geoid height was determined by GEOID03.
 SC1939
 SC1939;                    North         East     Units Scale Factor Converg.
 SC1939;SPC OR N     -   283,575.098 2,254,584.718   MT  1.00004923   -2 15 15.8
 SC1939;SPC OR N     -   930,364.49  7,396,931.49   iFT  1.00004923   -2 15 15.8
 SC1939;SPC WA S     -    98,495.649   254,614.617   MT  0.99994006   -2 18 32.8
 SC1939;SPC WA S     -   323,147.81    835,348.12   sFT  0.99994006   -2 18 32.8
 SC1939;UTM  10      - 5,113,714.827   447,601.315   MT  0.99963375   -0 29 23.2
 SC1939
 SC1939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1939!SPC OR N     -   1.00000240  x   1.00004923  =   1.00005163
 SC1939!SPC WA S     -   1.00000240  x   0.99994006  =   0.99994246
 SC1939!UTM  10      -   1.00000240  x   0.99963375  =   0.99963615
 SC1939
 SC1939|---------------------------------------------------------------------|
 SC1939| PID    Reference Object                     Distance      Geod. Az  |
 SC1939|                                                           dddmmss.s |
 SC1939| CE2918 BEAR RM 2                             8.795 METERS 08047     |
 SC1939| CE2917 BEAR RM 1                            10.913 METERS 22758     |
 SC1939| SC2043 TONGUE POINT USN STA STACK          APPROX. 7.5 KM 2952032.8 |
 SC1939| SC2014 OLD TONGUE 3                        APPROX. 7.4 KM 3043535.9 |
 SC1939| SC1943 PRAIRIE CHANNEL LIGHT 3             APPROX. 4.0 KM 3050620.0 |
 SC1939| SC1945 PRAIRIE CHANNEL WEST LIGHT          APPROX. 4.0 KM 3051707.1 |
 SC1939| SC1983 TONGUE PT CHAN FRONT RNG LT         APPROX. 7.6 KM 3240054.8 |
 SC1939| SC1980 BCN NO 1 1913                       APPROX. 7.6 KM 3263237.5 |
 SC1939| SC1989 PRAIRIE CHANNEL EAST LT 1947        APPROX. 2.2 KM 3353706.0 |
 SC1939| SC1982 GRASSY ISLAND LIGHT 8A              APPROX. 2.2 KM 3354208.3 |
 SC1939| SC1991 HARRINGTON POINT CHANNEL LT 52      APPROX. 7.1 KM 3372800.9 |
 SC1939| SC1958 HARRINGTON POINT CHANNEL LT 54      APPROX. 7.6 KM 3502123.8 |
 SC1939|---------------------------------------------------------------------|
 SC1939
 SC1939                          SUPERSEDED SURVEY CONTROL
 SC1939
 SC1939  NAD 83(1986)-  46 10 29.99156(N)    123 40 43.83852(W) AD(       ) 2
 SC1939  NAD 27      -  46 10 30.60567(N)    123 40 39.34684(W) AD(       ) 2
 SC1939  NGVD 29 (07/19/86)    6.2    (m)           20.     (f) VERT ANG    3  
 SC1939
 SC1939.Superseded values are not recommended for survey control.
 SC1939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1939.See file dsdata.txt to determine how the superseded data were derived.
 SC1939
 SC1939_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS4760113715(NAD 83)
 SC1939_MARKER: U = CONCRETE POST
 SC1939_SETTING: 0 = UNSPECIFIED SETTING
 SC1939
 SC1939  HISTORY     - Date     Condition        Report By
 SC1939  HISTORY     - 1905     MONUMENTED       USE
 SC1939  HISTORY     - 1947     GOOD             CGS
 SC1939  HISTORY     - 1950     GOOD             CGS
 SC1939  HISTORY     - 1958     GOOD             CGS
 SC1939  HISTORY     - 1963     GOOD             CGS
 SC1939  HISTORY     - 1965     GOOD             CGS
 SC1939  HISTORY     - 1966     GOOD             CGS
 SC1939  HISTORY     - 1970     GOOD             NGS
 SC1939  HISTORY     - 20060708 MARK NOT FOUND   USPSQD
 SC1939
 SC1939                          STATION DESCRIPTION
 SC1939
 SC1939'DESCRIBED BY US ENGINEERS 1905
 SC1939'THE STATION IS MARKED BY A CONCRETE MONUMENT.
 SC1939
 SC1939                          STATION RECOVERY (1947)
 SC1939
 SC1939'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (EHB)
 SC1939'ABOUT 1.3 MILES W OF SVENSEN, ON THE SPOKANE, PORTLAND AND SEATTLE
 SC1939'RAILWAY, AT SETTLER POINT.  IT IS AT ASTORIA RESERVE FLEET ACCESS
 SC1939'POINT (MARITIME MOORAGE), ABOUT 200 FEET NW OF A LARGE 2-STORY
 SC1939'HOUSE NOW ABANDONED, AND 6.0 FEET N OF A WOODEN WALKWAY LEADING
 SC1939'FROM THE TRACKS TO TOP OF BLUFF.  IT IS 39.0 FEET S OF THE CENTER
 SC1939'LINE OF TRACKS, 54.5 FEET E OF ELECTRIC CABLE CROSSING POLE,
 SC1939'AND 25.5 FEET N OF A 6-INCH TRIANGULAR-BLAZED ALDER TREE.  STATION
 SC1939'MARK IS ABOUT 14 FEET ABOVE STORM HIGH WATER AND 10 FEET ABOVE
 SC1939'LEVEL OF TRACK.
 SC1939'
 SC1939'STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY, BRONZE DISK SET IN
 SC1939'CONCRETE IN THE TOP OF A BELL-SHAPED CLAY PIPE.  IT IS ABOUT 8
 SC1939'INCHES ABOVE THE SURFACE AND IS STAMPED BEAR 1905.
 SC1939'
 SC1939'REFERENCE MARK 1 IS SW OF THE STATION AND 1.9 METERS N OF A WOODEN
 SC1939'WALK LEADING UP TO THE TOP OF THE BLUFF.  IT IS A BRONZE DISK SET IN
 SC1939'THE TOP OF A 12-INCH SQUARE CONCRETE POST SET 28 INCHES DEEP AND 4
 SC1939'INCHES ABOVE SURFACE OF GROUND.  IT IS STAMPED BEAR NO 1
 SC1939'1905-1947.
 SC1939'
 SC1939'REFERENCE MARK 2 IS SET AT THE JUNCTION OF TWO BOARDWALKS, 13.3
 SC1939'METERS S OF THE CENTER LINE OF TRACK, F OF STATION MARK, AND ABOUT 8
 SC1939'FEET ABOVE LEVEL OF TRACK.  IT IS A BRONZE DISK SET IN THE TOP OF A
 SC1939'BELL-SHAPED CONCRETE TILE WITH THE BELL UP AND 3-1/2 FEET IN THE
 SC1939'GROUND.  DISK IS STAMPED BEAR NO 2 1905-1947.
 SC1939'
 SC1939'TO REACH THE STATION FROM ASTORIA, TAKE HIGHWAY E TO MILEPOST 94.4,
 SC1939'TURN N ALONG GRAVEL ROAD FOR ABOUT 400 FEET TO FOOT OF WOODEN
 SC1939'STAIRWAY, AND THENCE BY FOOT TO STATION.
 SC1939
 SC1939                          STATION RECOVERY (1950)
 SC1939
 SC1939'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (WHB)
 SC1939'ABOUT 1.3 MILES W OF SVENSON, ALONG THE SPOKANE, PORTLAND AND SEATTLE
 SC1939'RAILWAY, AT SETTLER POINT, AT ASTORIA RESERVE FLEET ACCESS POINT
 SC1939'(MARITIME MOORAGE) LANDING, ABOUT 200 FEET NW OF A LARGE 2-STORY
 SC1939'HOUSE (NOW ABANDONED), AND 6.0 FEET NORTH OF A WOODEN WALKWAY
 SC1939'LEADING TO THE TRACKS FROM THE TOP OF BLUFF.  IT IS 39.0 FEET S OF
 SC1939'THE CENTER LINE OF THE TRACKS, 54.5 FEET E OF ELECTRIC CABLE
 SC1939'CROSSING POLE, AND 25.5 FEET NORTH OF A 6-INCH TRIANGULAR-BLAZED
 SC1939'ALDER TREE.
 SC1939'
 SC1939'STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY, STANDARD DISK SET
 SC1939'IN CONCRETE IN THE TOP OF A BELL-SHAPED CLAY PIPE.  IT IS ABOUT 14
 SC1939'FEET ABOVE STORM HIGH WATER, 10 FEET ABOVE LEVEL OF TRACK, ABOUT 8
 SC1939'INCHES ABOVE THE SURFACE, AND IS STAMPED BEAR 1905.  WOODEN TRIPOD
 SC1939'STAND USED IN 1947 IS STILL INTACT AND OVER THE STATION.
 SC1939'
 SC1939'R.M. 1 IS SW OF THE STATION AND 1.9 METERS N OF A WOODEN WALK LEADING
 SC1939'UP TO THE TOP OF THE BLUFF.  IT IS A STANDARD DISK SET IN THE TOP OF
 SC1939'A 12-INCH SQUARE CONCRETE POST SET 28 INCHES DEEP AND PROJECTS ABOUT
 SC1939'4 INCHES ABOVE THE SURFACE.  IT IS STAMPED BEAR NO 1 1905-1947.
 SC1939'
 SC1939'R.M. 2 IS SET AT THE JUNCTION OF TWO BOARDWALKS, 13.3 METERS S OF THE
 SC1939'CENTER LINE OF THE TRACK, E OF THE STATION MARK, AND ABOUT 8 FEET
 SC1939'ABOVE LEVEL OF TRACK.  IT IS A STANDARD DISK SET IN THE TOP OF A
 SC1939'BELL-SHAPED CONCRETE TILE WITH THE BELL END UP AND 3-1/2 FEET IN
 SC1939'THE GROUND.  IT IS STAMPED BEAR NO 2 1905-1947.
 SC1939'
 SC1939'TO REACH STATION FROM ASTORIA, TAKE THE COLUMBIA RIVER HIGHWAY
 SC1939'(U.S. HIGHWAY 30) E TO 94.4, TURN N ALONG GRAVEL ROAD FOR ABOUT
 SC1939'400 FEET TO PARKING AREA, THENCE BY FOOT TO FOOT OF WOODEN STAIRWAY
 SC1939'WALK AT TOP OF BLUFF AND TO STATION.  STATION WELL BELOW THE
 SC1939'BLUFF.
 SC1939'
 SC1939'ALL MARKS WERE RECOVERED IN EXCELLENT CONDITION.  DISTANCES CHECKED
 SC1939'BUT NO CHECK MADE ON DIRECTIONS AT THIS TIME.
 SC1939
 SC1939                          STATION RECOVERY (1958)
 SC1939
 SC1939'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (VRS)
 SC1939'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 SC1939'CONDITION.
 SC1939'
 SC1939'THE STATION IS LOCATED ABOUT 5.1 MILES EAST OF ASTORIA, ABOUT 1.3
 SC1939'MILES NORTHWEST OF SVENSEN, ABOUT 0.2 MILES NORTH OF U.S. HIGHWAY
 SC1939'30, ABOUT 60 FEET SOUTH OF THE COLUMBIA RIVER, IN THE BURNSIDE
 SC1939'AREA.
 SC1939'
 SC1939'TO REACH FROM THE POST OFFICE IN ASTORIA GO EAST ON U. S. HIGHWAY
 SC1939'30 FOR 10.2 MILES, TURN LEFT (NORTH) ON FIRST 2-LANE ROAD IN
 SC1939'BURNSIDE AREA AND GO 0.2 MILES, BEAR RIGHT (NORTHEAST) AND GO ABOUT
 SC1939'250 FEET TO A LARGE RED HOUSE (A. D. ZIMMERMAN RESIDENCE), WALK IN
 SC1939'A NORTHWESTERLY DIRECTION ABOUT 200 FEET ALONG TRAIL TO
 SC1939'THE STATION.
 SC1939'
 SC1939'STATION IS MARKED BY A STANDARD U. S. E. DISK STAMPED BEAR 1905 SET
 SC1939'IN CONCRETE IN A 4-INCH CAST-IRON TILE PROJECTING 1 FOOT.  THE
 SC1939'STATION IS 50 FEET SOUTHWEST OF A TELEPHONE POLE, 37 FEET SOUTH OF
 SC1939'THE SOUTH RAIL OF THE SPOKANE, PORTLAND AND SEATTLE RAILROAD, 16 FEET
 SC1939'NORTHEAST OF A 4 BY 30 FOOT WOODEN FRAME STRUCTURE, ABOUT 8 FEET
 SC1939'ABOVE THE RAILROAD.
 SC1939'
 SC1939'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE DISK STAMPED BEAR NO 1
 SC1939'1905 1947 SET IN 8 BY 12 INCH CONCRETE MONUMENT PROJECTING 2 INCHES,
 SC1939'6 FEET NORTHWEST OF THE WOODEN FRAME STRUCTURE.
 SC1939'
 SC1939'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE DISK STAMPED BEAR NO 2
 SC1939'1905 1947 SET IN 15-INCH DIAMETER CONCRETE MONUMENT PROJECTING 3
 SC1939'INCHES.
 SC1939
 SC1939                          STATION RECOVERY (1963)
 SC1939
 SC1939'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (BPA)
 SC1939'TO REACH FROM ASTORIA POWER OFFICE GO EAST ON HIGHWAY US 30, 10.2
 SC1939'MILES TO SIDE ROAD LEFT (NORTH), (BURNSIDE ROAD) GO 0.2 MILE NORTH
 SC1939'ON BURNSIDE ROAD TO TURN-AROUND, TAKE ROAD NORTHEASTERLY DOWN HILL
 SC1939'TO RUST COLORED HOME AND END OF VEHICLE TRAVEL.  STATION IS
 SC1939'NORTHWEST APPROXIMATELY 150 FEET AS DESCRIBED.
 SC1939
 SC1939                          STATION RECOVERY (1965)
 SC1939
 SC1939'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (PAS)
 SC1939'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 SC1939'RECOVERED AND FOUND IN GOOD CONDITION.  A DIFFERENCE IN THE ANGLE TO
 SC1939'THE REFERENCE MARKS WAS FOUND.  LANDMARKS HAVE CHANGED.  A NEW
 SC1939'AND COMPLETE DESCRIPTION FOLLOWS.
 SC1939'
 SC1939'THE STATION IS 10 MILES EAST OF ASTORIA, 1-1/2 MILES WEST OF SVENSON
 SC1939'AND 0.15 MILE NORTH OF U.S. HIGHWAY 30 ALONG THE SPOKANE, PORTLAND
 SC1939'AND SEATTLE RAILROAD, AT SETTLER POINT.
 SC1939'
 SC1939'TO REACH THE STATION FROM THE ASTORIA POST OFFICE GO EAST ON U.S.
 SC1939'HIGHWAY 30 FOR 10.0 MILES TO BURNSIDE ROAD ON THE LEFT, TURN LEFT
 SC1939'AND GO NORTH ON BURNSIDE ROAD FOR 0.15 MILE TO THE END OF THE ROAD
 SC1939'AT A TURN AROUND.  FROM HERE PACK NORTH-NORTHEAST DOWN OVER A
 SC1939'BRUSHY BANK FOR ABOUT 300 FEET TO THE STATION.
 SC1939'
 SC1939'THE STATION MARK, STAMPED BEAR 1905, IS A STANDARD U.S. CORPS OF
 SC1939'ENGINEERS STATION MARK DISK SET IN CONCRETE IN A BELL-SHAPED PIPE
 SC1939'THAT PROJECTS 8 INCHES, 50 FEET SOUTHWEST OF A TELEPHONE POLE, 37
 SC1939'FEET SOUTH OF THE NEAREST RAIL OF THE RAILROAD TRACKS, 8 FEET
 SC1939'NORTHWEST OF THE OLD BOARD WALK, 1 FOOT EAST OF A METAL WITNESS POST
 SC1939'AND 8 FEET ABOVE THE LEVEL OF THE RAILROAD TRACKS.
 SC1939'
 SC1939'REFERENCE MARK NO. 1, STAMPED BEAR NO 1 1905 1947, IS A STANDARD DISK
 SC1939'SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES, 52 FEET
 SC1939'SOUTH OF THE NEAREST RAIL OF THE RAILROAD, 35 FEET SOUTHWEST OF THE
 SC1939'WITNESS POST AND 6 FEET NORTHWEST OF THE OLD BOARD WALK.
 SC1939'
 SC1939'REFERENCE MARK NO. 2, STAMPED BEAR NO 2 1905 1947, IS A STANDARD DISK
 SC1939'SET IN A CYLINDRICAL CONCRETE MONUMENT, 18-INCHES IN DIAMETER THAT
 SC1939'PROJECTS 3 INCHES, 41 FEET SOUTHEAST OF THE NEAREST RAIL, 32 FEET
 SC1939'SOUTH OF THE TELEPHONE POLE, 30 FEET EAST OF THE WITNESS POST AND
 SC1939'7 FEET SOUTHEAST OF THE OLD BOARD WALK.
 SC1939
 SC1939                          STATION RECOVERY (1966)
 SC1939
 SC1939'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (HJS)
 SC1939'STATION WAS RECOVERED AS DESCRIBED IN THE 1965 RECOVERY NOTE, EXCEPT
 SC1939'THAT THE DISTANCES MEASURED TO THE REFERENCE MARKS IN 1966 ARE A
 SC1939'LITTLE SHORTER THAN THOSE OBTAINED IN 1965.
 SC1939'
 SC1939'DISTANCE TO REFERENCE MARK NO. 1 CHECKS THE 1947 DISTANCE.  THE
 SC1939'DISTANCE TO REFERENCE MARK NO. 2 IS .013 METER SHORTER THAN MEASURED
 SC1939'IN 1947.  THE ANGLE TO REFERENCE MARK NO. 1 IS 3-1/2 MINUTES LARGER
 SC1939'THAN 1947 AND THE ANGLE TO REFERENCE MARK NO. 2 IS 1-1/2 MINUTES
 SC1939'SMALLER THAN 1947.  THIS COMBINATION COULD INDICATED SOME
 SC1939'MOVEMENT OF THE STATION MARK, BUT ONLY A SMALL AMOUNT.  THERE ARE
 SC1939'NO VISIBLE INDICATIONS OF THE MARKS HAVING MOVED.
 SC1939'
 SC1939'HEIGHT OF LIGHT ABOVE STATION MARK 6 FEET.
 SC1939
 SC1939                          STATION RECOVERY (1970)
 SC1939
 SC1939'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (FPJ)
 SC1939'THE STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND TO BE IN
 SC1939'GOOD CONDITION, BUT THE HORIZONTAL ANGLE BETWEEN THEM AND DISTANCES
 SC1939'OUT DIFFER FROM THE 1947 AND 1965 WALUES.  REFERENCE MARK NO.2 WAS
 SC1939'COVERED BY 9 IN. OF DIRT.
 SC1939'
 SC1939'DUE TO THE REALINMENT OF US 30 A NEW TO REACH FOLLOWS.
 SC1939'
 SC1939'TO REACH THE STATION FROM THE POST OFFICE IN ASTORIA, GO EAST ON US
 SC1939'30 FOR 9.75 MILES TO CROSS-ROADS TURN LEFT ON TO OLD US 30 AND GO
 SC1939'FOR 0.23 MILES TO PAVED ROAD TO THE RIGHT, (BURNSIDE RD.) TURN
 SC1939'RIGHT AND GO FOR 0.17 MILES TO ROADS END AND TURNAROHND AT HOUSE,
 SC1939'FROM HERE PACK NORTHWEST ABOUT 200 FT. TOWARD THE TRACKS AND
 SC1939'STATION.
 SC1939'
 SC1939'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES EAST OF
 SC1939'ASTORIA.
 SC1939
 SC1939                          STATION RECOVERY (2006)
 SC1939
 SC1939'RECOVERY NOTE BY US POWER SQUADRON 2006 (PCS)
 SC1939'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0884 ***********************************************************************
 PC0884  DESIGNATION -  BEARBONES
 PC0884  PID         -  PC0884
 PC0884  STATE/COUNTY-  OR/LANE
 PC0884  USGS QUAD   -  BEARBONES MTN (1997)
 PC0884
 PC0884                         *CURRENT SURVEY CONTROL
 PC0884  ___________________________________________________________________
 PC0884* NAD 83(1991)-  43 32 38.04189(N)    122 30 52.04575(W)     ADJUSTED  
 PC0884* NAVD 88     -      1497.0    (meters)    4911.     (feet)  VERTCON   
 PC0884  ___________________________________________________________________
 PC0884  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 PC0884  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 PC0884  HORZ ORDER  -  SECOND
 PC0884
 PC0884.The horizontal coordinates were established by classical geodetic methods
 PC0884.and adjusted by the National Geodetic Survey in October 1991.
 PC0884
 PC0884.The NAVD 88 height was computed by applying the VERTCON shift value to
 PC0884.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PC0884
 PC0884.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC0884
 PC0884.The geoid height was determined by GEOID03.
 PC0884
 PC0884;                    North         East     Units Scale Factor Converg.
 PC0884;SPC OR S     -   210,487.657 1,337,224.857   MT  0.99991603   -1 22 41.5
 PC0884;SPC OR S     -   690,576.30  4,387,220.66   iFT  0.99991603   -1 22 41.5
 PC0884;UTM  10      - 4,821,331.406   539,224.958   MT  0.99961892   +0 20 04.2
 PC0884
 PC0884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC0884!SPC OR S     -   0.99976885  x   0.99991603  =   0.99968490
 PC0884!UTM  10      -   0.99976885  x   0.99961892  =   0.99938785
 PC0884
 PC0884:                Primary Azimuth Mark                     Grid Az
 PC0884:SPC OR S     -  DOME ROCK LOOKOUT HOUSE                  139 51 01.8
 PC0884:UTM  10      -  DOME ROCK LOOKOUT HOUSE                  138 08 16.1
 PC0884
 PC0884|---------------------------------------------------------------------|
 PC0884| PID    Reference Object                     Distance      Geod. Az  |
 PC0884|                                                           dddmmss.s |
 PC0884| PC0845 DOME ROCK LOOKOUT HOUSE             APPROX.13.7 KM 1382820.3 |
 PC0884| PC0846 BUSTER BUTTE LOOKOUT TOWER          APPROX. 8.2 KM 2195501.5 |
 PC0884| CD9047 BEARBONES RM 2                        9.152 METERS 23428     |
 PC0884| PC0883 GRASS MTN LOOKOUT TOWER             APPROX. 5.9 KM 3361853.8 |
 PC0884| CD9046 BEARBONES RM 1                       11.500 METERS 34109     |
 PC0884|---------------------------------------------------------------------|
 PC0884
 PC0884                          SUPERSEDED SURVEY CONTROL
 PC0884
 PC0884  NAD 83(1986)-  43 32 38.04639(N)    122 30 52.06208(W) AD(       ) 2
 PC0884  NAD 27      -  43 32 38.61080(N)    122 30 47.88770(W) AD(       ) 2
 PC0884  NGVD 29 (07/19/86) 1495.8    (m)         4907.     (f) VERT ANG    3  
 PC0884
 PC0884.Superseded values are not recommended for survey control.
 PC0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0884.See file dsdata.txt to determine how the superseded data were derived.
 PC0884
 PC0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP3922521331(NAD 83)
 PC0884_MARKER: Z = SEE DESCRIPTION
 PC0884_SETTING: 0 = UNSPECIFIED SETTING
 PC0884
 PC0884  HISTORY     - Date     Condition        Report By
 PC0884  HISTORY     - 1953     MONUMENTED       CGS
 PC0884  HISTORY     - 1955     GOOD             USGS
 PC0884
 PC0884                          STATION DESCRIPTION
 PC0884
 PC0884'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (HSC)
 PC0884'THE STATION IS LOCATED ON THE SUMMIT OF BEARBONES MOUNTAIN AND IS
 PC0884'ABOUT 15 MILES SOUTH OF OAKRIDGE.  THE MARK IS A STANDARD DISK SET
 PC0884'IN BEDROCK, 24 FEET EAST OF THE SOUTHEAST CORNER OF THE LOOKOUT
 PC0884'HOUSE AND IT IS STAMPED BEARBONES 1953.
 PC0884'
 PC0884'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN BEDROCK, 35 FEET
 PC0884'NORTH OF THE NORTHEAST CORNER OF THE LOOKOUT HOUSE AND IT IS
 PC0884'STAMPED BEARBONES NO 1 1953.
 PC0884'
 PC0884'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A LARGE BOULDER,
 PC0884'10 FEET SOUTH OF THE SOUTH SIDE OF THE LOOKOUT HOUSE AND THE MARK
 PC0884'IS STAMPED BEARBONES NO 2 1953.
 PC0884'
 PC0884'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 58 AND THE ROAD
 PC0884'LEADING NORTH OVER THE VIADUCT TO THE BUSINESS DISTRICT IN OAKRIDGE,
 PC0884'GO NORTH ON HIGHWAY 58 FOR 1.5 MILES TO A OVERPASS OVER THE
 PC0884'POPE-TALBOT LOGGING ROAD, CONTINUE OVER THE OVERPASS TO A SIDE
 PC0884'ROAD LEFT, TURN LEFT, WEST, FOR 0.15 MILE.  FROM THIS POINT TURN
 PC0884'SHARP LEFT ONTO THE POPE-TALBOT LOGGING ROAD FOR 12.7 MILE TO
 PC0884'THE JUNCTION OF THE POPE-TALBOT ROAD AND THE BEARBONES ROAD,
 PC0884'TURN RIGHT CROSSING OVER A SMALL BRIDGE AND CONTINUE ON
 PC0884'MAIN-TRAVELED-ROAD FOR 8.6 MILE TO THE END OF TRUCK
 PC0884'TRAVEL AND SIGN, BEARBONES MTN. TR., FOLLOW THE TRAIL FOR
 PC0884'ABOUT THREE MILES TO THE SUMMIT OF MOUNTAIN AND THE STATION AS
 PC0884'DESCRIBED.  (PACKING TIME WAS 1.5 HOUR.)
 PC0884
 PC0884                          STATION RECOVERY (1955)
 PC0884
 PC0884'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 PC0884'RECOVERED AS DESCRIBED BY NGS.  RMS NOT OBSERVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0279 ***********************************************************************
 NX0279  DESIGNATION -  BEATTYS BUTTE
 NX0279  PID         -  NX0279
 NX0279  STATE/COUNTY-  OR/HARNEY
 NX0279  USGS QUAD   -  BEATYS BUTTE (1980)
 NX0279
 NX0279                         *CURRENT SURVEY CONTROL
 NX0279  ___________________________________________________________________
 NX0279* NAD 83(1991)-  42 23 09.19298(N)    119 19 55.13912(W)     ADJUSTED  
 NX0279* NAVD 88     -              **(meters)            **(feet)            
 NX0279  ___________________________________________________________________
 NX0279  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 NX0279  GEOID HEIGHT-         -19.84  (meters)                     GEOID03
 NX0279  HORZ ORDER  -  THIRD
 NX0279
 NX0279.The horizontal coordinates were established by classical geodetic methods
 NX0279.and adjusted by the National Geodetic Survey in October 1991.
 NX0279
 NX0279
 NX0279.The Laplace correction was computed from DEFLEC99 derived deflections.
 NX0279
 NX0279.The geoid height was determined by GEOID03.
 NX0279
 NX0279;                    North         East     Units Scale Factor Converg.
 NX0279;SPC OR S     -    80,565.056 1,596,179.872   MT  0.99998718   +0 47 56.7
 NX0279;SPC OR S     -   264,321.05  5,236,810.60   iFT  0.99998718   +0 47 56.7
 NX0279;UTM  11      - 4,695,256.487   308,037.014   MT  1.00005341   -1 34 21.1
 NX0279
 NX0279                          SUPERSEDED SURVEY CONTROL
 NX0279
 NX0279  NAD 83(1986)-  42 23 09.19882(N)    119 19 55.14147(W) AD(       ) 4
 NX0279  NAD 27      -  42 23 09.56800(N)    119 19 51.46300(W) AD(       ) 3
 NX0279
 NX0279.Superseded values are not recommended for survey control.
 NX0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NX0279.See file dsdata.txt to determine how the superseded data were derived.
 NX0279
 NX0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG0803795256(NAD 83)
 NX0279
 NX0279  HISTORY     - Date     Condition        Report By
 NX0279  HISTORY     - 1920     MONUMENTED       CGS
 NX0279  HISTORY     - 1950     SEE DESCRIPTION  CGS
 NX0279
 NX0279                          STATION DESCRIPTION
 NX0279
 NX0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (EBL)
 NX0279'THE STATION IS ABOUT 45 MILES AIR LINE NORTHWEST OF DENIO,
 NX0279'OREGON.  33 MILES NORTH OF THE ROAD BETWEEN DENIO, OREGON AND
 NX0279'CEDARVILLE, CALIFORNIA AND 32 MILES NORTHEAST OF ADEL, OREGON.  IT
 NX0279'IS A SYMMETRICAL, CONE SHAPED, LONE MOUNTAIN WHICH IS VERY
 NX0279'PROMINENT FROM ALL DIRECTIONS.  APPROXIMATE ELEVATION IS 7900
 NX0279'FEET AND THE HIGHEST POINT WAS OBSERVED UPON.
 NX0279'
 NX0279'PROBABLY THE SAME STATION AS LOCATED IN 1920.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0280 ***********************************************************************
 NX0280  DESIGNATION -  BEATY
 NX0280  PID         -  NX0280
 NX0280  STATE/COUNTY-  OR/HARNEY
 NX0280  USGS QUAD   -  BEATYS BUTTE (1980)
 NX0280
 NX0280                         *CURRENT SURVEY CONTROL
 NX0280  ___________________________________________________________________
 NX0280* NAD 83(1991)-  42 23 09.18629(N)    119 19 55.17284(W)     ADJUSTED  
 NX0280* NAVD 88     -      2414.6    (meters)    7922.     (feet)  VERTCON   
 NX0280  ___________________________________________________________________
 NX0280  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 NX0280  GEOID HEIGHT-         -19.84  (meters)                     GEOID03
 NX0280  HORZ ORDER  -  SECOND
 NX0280  VERT ORDER  -  THIRD ? (See Below)
 NX0280
 NX0280.The horizontal coordinates were established by classical geodetic methods
 NX0280.and adjusted by the National Geodetic Survey in October 1991.
 NX0280
 NX0280.The NAVD 88 height was computed by applying the VERTCON shift value to
 NX0280.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NX0280.The vertical order pertains to the NGVD 29 superseded value.
 NX0280
 NX0280.The Laplace correction was computed from DEFLEC99 derived deflections.
 NX0280
 NX0280.The geoid height was determined by GEOID03.
 NX0280
 NX0280;                    North         East     Units Scale Factor Converg.
 NX0280;SPC OR S     -    80,564.839 1,596,179.104   MT  0.99998718   +0 47 56.7
 NX0280;SPC OR S     -   264,320.34  5,236,808.08   iFT  0.99998718   +0 47 56.7
 NX0280;UTM  11      - 4,695,256.302   308,036.238   MT  1.00005342   -1 34 21.1
 NX0280
 NX0280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NX0280!SPC OR S     -   0.99962456  x   0.99998718  =   0.99961174
 NX0280!UTM  11      -   0.99962456  x   1.00005342  =   0.99967796
 NX0280
 NX0280:                Primary Azimuth Mark                     Grid Az
 NX0280:SPC OR S     -  THREE MILE                               071 06 35.8
 NX0280:UTM  11      -  THREE MILE                               073 28 53.6
 NX0280
 NX0280|---------------------------------------------------------------------|
 NX0280| PID    Reference Object                     Distance      Geod. Az  |
 NX0280|                                                           dddmmss.s |
 NX0280| NX0257 THREE MILE                          APPROX.40.6 KM 0715432.5 |
 NX0280| CD6759 BEATY RM 1                            8.016 METERS 14141     |
 NX0280| CD6760 BEATY RM 2                            6.338 METERS 21555     |
 NX0280|---------------------------------------------------------------------|
 NX0280
 NX0280                          SUPERSEDED SURVEY CONTROL
 NX0280
 NX0280  NAD 83(1986)-  42 23 09.19053(N)    119 19 55.17184(W) AD(       ) 2
 NX0280  NGVD 29 (07/19/86) 2413.3    (m)         7918.     (f) LEVELING    3  
 NX0280
 NX0280.Superseded values are not recommended for survey control.
 NX0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NX0280.See file dsdata.txt to determine how the superseded data were derived.
 NX0280
 NX0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG0803695256(NAD 83)
 NX0280_MARKER: DD = SURVEY DISK
 NX0280_SETTING: 66 = SET IN ROCK OUTCROP
 NX0280_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 NX0280
 NX0280  HISTORY     - Date     Condition        Report By
 NX0280  HISTORY     - 1965     MONUMENTED       USGS
 NX0280  HISTORY     - 1971     GOOD             USGS
 NX0280
 NX0280                          STATION DESCRIPTION
 NX0280
 NX0280'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 NX0280'RM 1 TO RM 2 NOT MEASURED.
 NX0280'
 NX0280'INSTRUMENT STAND 4.9 FT ABOVE STATION MARK.
 NX0280'
 NX0280'LOCATED ABOUT 33 MI (AIRLINE) NE. OF ADEL.  ABOUT 30 MI E. OF
 NX0280'PLUSH.  ABOUT 22 MI NNE. OF THE BARRY RANCH NEAR GUANO LAKE.  ON
 NX0280'THE HIGHEST POINT OF MOST PROMINENT BUTTE IN AREA.  KNOWN LOCALLY
 NX0280'AS BEATYS BUTTE.
 NX0280'
 NX0280'REACHED BY HELICOPTER.  FLY SW. FROM HOME CREEK FOR 22 MI TO
 NX0280'HIGHEST BUTTE IN AREA.
 NX0280'
 NX0280'TO REACH FROM POST OFFICE IN FRENCHGLEN, DRIVE SW. ON STATE
 NX0280'HIGHWAY 205 FOR 18.2 MI TO T-RD. W.  TURN RIGHT AND CONTINUE ON
 NX0280'TRACK RD. ON NORTH SIDE OF FENCE LINE FOR 2.1 MI TO RD. FK. NW. OF
 NX0280'FENCE CORNER.  TURN RIGHT, W. AND CONTINUE 1.3 MI TO RD. FK. AT
 NX0280'POWER LINE.  GO RIGHT (W.) FOLLOWING POWER LINE AND THEN SOUTH
 NX0280'SIDE OF FENCE LINE FOR 1.0 MI THROUGH GATE.  CONTINUE 0.8 MI TO
 NX0280'Y-RD.  GO RIGHT 1.0 MI TO RD. FK. RIGHT.  CONTINUE RIGHT 0.1
 NX0280'MI TO GHOST TOWN OF BLITZEN AND T-RD. W. THROUGH GATE.  TURN LEFT
 NX0280'AND CONTINUE 0.6 MI TO GATE.  CONTINUE 8.4 MI ALONG TRACK RD.
 NX0280'(SW.) TO DIM FORK.  KEEP LEFT AND CONTINUE 3.5 MI TO TRACK RD.
 NX0280'FK.  TAKE LEFT FORK AND CONTINUE 0.4 MI TO GATE.  CONTINUE S.
 NX0280'ON MAIN-TRAVELED RD. FOR 3.8 MI TO T-RD.  TURN RIGHT
 NX0280'FOR 4.1 MI ALONG MAIN RD. TO REVERSE Y-RD. AND SIGN FISHFIN BUTTE
 NX0280'8 MI.  TURN LEFT AND FOLLOW RD. E. 0.5 MI TO Y-RD.  KEEP RIGHT
 NX0280'AND CONTINUE 0.6 MI TO X-RD. 50 FT W. OF SMALL STREAM.  TURN
 NX0280'RIGHT AND FOLLOW JEEP RD. S. FOR 1.3 MI.  TURN LEFT OFF TRACK
 NX0280'RD. AT SOUTH END ON CANYON AND CONTINUE CROSS-COUNTRY UP WEST
 NX0280'SIDE OF SHALLOW DRAW FOR 0.9 MI TO TRACK RD. THROUGH SAGEBRUSH.
 NX0280'FOLLOW TRACK RD. 0.2 MI TO RIDGE.  TURN S. UP RIDGE TOWARD
 NX0280'HIGHEST POINT, 1.0 MI PASSING ON EAST SIDE OF TOP THEN TURNING
 NX0280'SW. UP STEEP SLOPE TO TOP AND STATION.  A 4 WHEEL DRIVE IS
 NX0280'NEEDED TO REACH STATION.
 NX0280'
 NX0280'STATION MARK--STANDARD ALUMINUM TABLET STAMPED BEATY 1965 SET IN
 NX0280'DRILL HOLE IN BEDROCK.
 NX0280'
 NX0280'REFERENCE MARK NO. 1--STANDARD USGS REFERENCE MARK TABLET
 NX0280'STAMPED NO 1 1965 SET IN BOULDER IN PLACE.
 NX0280'
 NX0280'REFERENCE MARK NO. 2--STANDARD USGS REFERENCE MARK TABLET STAMPED
 NX0280'NO 2 1965 SET IN BOULDER IN PLACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2931 ***********************************************************************
 RD2931  DESIGNATION -  BEAUMONT
 RD2931  PID         -  RD2931
 RD2931  STATE/COUNTY-  OR/MULTNOMAH
 RD2931  USGS QUAD   -  MOUNT TABOR (1990)
 RD2931
 RD2931                         *CURRENT SURVEY CONTROL
 RD2931  ___________________________________________________________________
 RD2931* NAD 83(1991)-  45 32 54.45505(N)    122 37 21.61183(W)     ADJUSTED  
 RD2931* NAVD 88     -        77.     (meters)     253.     (feet)  SCALED    
 RD2931  ___________________________________________________________________
 RD2931  LAPLACE CORR-           1.59  (seconds)                    DEFLEC99
 RD2931  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 RD2931  HORZ ORDER  -  FIRST
 RD2931
 RD2931.The horizontal coordinates were established by classical geodetic methods
 RD2931.and adjusted by the National Geodetic Survey in October 1991.
 RD2931
 RD2931.The orthometric height was scaled from a topographic map.
 RD2931
 RD2931.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2931
 RD2931.The geoid height was determined by GEOID03.
 RD2931
 RD2931;                    North         East     Units Scale Factor Converg.
 RD2931;SPC OR N     -   211,287.046 2,334,271.511   MT  0.99991652   -1 30 19.3
 RD2931;SPC OR N     -   693,198.97  7,658,371.10   iFT  0.99991652   -1 30 19.3
 RD2931;UTM  10      - 5,043,949.498   529,454.286   MT  0.99961067   +0 16 09.7
 RD2931
 RD2931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2931!SPC OR N     -   0.99999149  x   0.99991652  =   0.99990801
 RD2931!UTM  10      -   0.99999149  x   0.99961067  =   0.99960217
 RD2931
 RD2931:                Primary Azimuth Mark                     Grid Az
 RD2931:SPC OR N     -  PORTLAND INTL AIRPORT BCN                023 12 20.8
 RD2931:UTM  10      -  PORTLAND INTL AIRPORT BCN                021 25 51.8
 RD2931
 RD2931|---------------------------------------------------------------------|
 RD2931| PID    Reference Object                     Distance      Geod. Az  |
 RD2931|                                                           dddmmss.s |
 RD2931| RD2926 PORTLAND INTL AIRPORT BCN           APPROX. 4.3 KM 0214201.5 |
 RD2931| RD2920 PORTLAND INT AP CONTROL TOWER       APPROX. 5.1 KM 0264815.4 |
 RD2931| RD2248 LARCH MTN RADAR TOWER               APPROX.31.6 KM 0533458.3 |
 RD2931| RD2899 ROCKY BUTTE RESET                   APPROX. 4.4 KM 0922921.9 |
 RD2931| RD2913 PORTLAND RUSSELVILLE WATER TK       APPROX. 5.4 KM 1175729.2 |
 RD2931| RD2915 PORTLAND MONTAVILLA WATER TANK      APPROX. 5.0 KM 1201441.3 |
 RD2931| RD2909 PORTLAND CHERRY PARK WATER TK       APPROX. 7.4 KM 1202609.6 |
 RD2931| RD2929 PORTLAND PROVIDENCE HOSP STK        APPROX. 2.4 KM 1605335.4 |
 RD2931| CE2298 BEAUMONT RM 1                        26.121 METERS 17056     |
 RD2931| RD3228 PORTLAND DOERNBECHER MFG STACK      APPROX. 2.2 KM 2095638.5 |
 RD2931| RD3280 PORTLAND NE PRESCOTT NE 19 TK       APPROX. 1.9 KM 2914824.0 |
 RD2931| CE2299 BEAUMONT RM 2                        35.183 METERS 35628     |
 RD2931|---------------------------------------------------------------------|
 RD2931
 RD2931                          SUPERSEDED SURVEY CONTROL
 RD2931
 RD2931  NAD 83(1986)-  45 32 54.47309(N)    122 37 21.61626(W) AD(       ) 1
 RD2931  NAD 27      -  45 32 55.04616(N)    122 37 17.27501(W) AD(       ) 1
 RD2931
 RD2931.Superseded values are not recommended for survey control.
 RD2931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2931.See file dsdata.txt to determine how the superseded data were derived.
 RD2931
 RD2931_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER2945443949(NAD 83)
 RD2931_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RD2931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD2931_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD2931+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2006
 RD2931
 RD2931  HISTORY     - Date     Condition        Report By
 RD2931  HISTORY     - 1961     MONUMENTED       CGS
 RD2931  HISTORY     - 1987     GOOD             USPSQD
 RD2931  HISTORY     - 19940420 MARK NOT FOUND   USPSQD
 RD2931  HISTORY     - 20040610 GOOD             USPSQD
 RD2931  HISTORY     - 20060402 GOOD             USPSQD
 RD2931
 RD2931                          STATION DESCRIPTION
 RD2931
 RD2931'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 RD2931'THE STATION IS LOCATED IN THE NORTHEAST PART OF PORTLAND, AT THE
 RD2931'SOUTHWEST CORNER OF THE BEAUMONT SCHOOL YARD.
 RD2931'
 RD2931'THE STATION MARK, STAMPED BEAUMONT 1961, IS A STANDARD DISK SET IN
 RD2931'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH
 RD2931'THE SURFACE OF THE GROUND.  IT IS ABOUT 100 FEET NORTHEAST OF THE
 RD2931'INTERSECTION OF NE 39TH AVENUE AND NE FREMONT STREET, 61.5 FEET NORTH
 RD2931'OF THE CENTERLINE OF NE FREMONT STREET, 32 FEET NORTHEAST OF THE
 RD2931'SOUTHWEST CORNER OF THE SCHOOL YARD FENCE AND 8 FEET EAST OF A
 RD2931'BOARD FENCE.
 RD2931'
 RD2931'REFERENCE MARK NO. 1, STAMPED BEAUMONT NO 1 1961, IS A STANDARD
 RD2931'DISK CEMENTED IN A DRILL HOLE IN THE SIDEWALK ON THE SOUTH SIDE OF
 RD2931'NE FREMONT STREET.  IT IS 53 FEET EAST OF THE CENTERLINE OF NE 39TH
 RD2931'AVENUE, 23 FEET SOUTH OF THE CENTERLINE OF NE FREMONT STREET AND 6
 RD2931'FEET NORTH OF A STONE WALL.
 RD2931'
 RD2931'REFERENCE MARK NO. 2, STAMPED BEAUMONT NO 2 1961, IS A STANDARD
 RD2931'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT IS
 RD2931'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS ONE FOOT EAST OF A
 RD2931'PICKET FENCE AT THE WEST SIDE OF THE SCHOOL YARD.
 RD2931'
 RD2931'THE AZIMUTH MARK, STAMPED BEAUMONT 1961, IS A STANDARD DISK
 RD2931'CEMENTED IN A DRILL HOLE IN THE CONCRETE SIDEWALK ON THE WEST SIDE OF
 RD2931'NE 39TH AVENUE.  IT IS 24 FEET WEST OF THE CENTERLINE OF NE 39TH
 RD2931'AVENUE, 7.5 FEET NORTH OF A DRIVEWAY AND 6 FEET WEST OF A POWER POLE.
 RD2931'
 RD2931'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON NE 39TH
 RD2931'AVENUE FOR 0.15 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 RD2931
 RD2931                          STATION RECOVERY (1987)
 RD2931
 RD2931'RECOVERY NOTE BY US POWER SQUADRON 1987 (KRN)
 RD2931'RECOVERED IN GOOD CONDITION.
 RD2931
 RD2931                          STATION RECOVERY (1994)
 RD2931
 RD2931'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD2931'MARK NOT FOUND.
 RD2931
 RD2931                          STATION RECOVERY (2004)
 RD2931
 RD2931'RECOVERY NOTE BY US POWER SQUADRON 2004 (RHC)
 RD2931'THE STATION HAS BEEN PAVED OVER AS PARKING LOT AND STREET REALIGNMENT
 RD2931'WERE COMPLETED, RM 2 WAS ALSO LOST DUE TO THE NEW PARKING AREA, RM 1
 RD2931'AND AZIMUTH MARK WERE RECOVERED AS DESCRIBED.
 RD2931
 RD2931                          STATION RECOVERY (2006)
 RD2931
 RD2931'RECOVERY NOTE BY US POWER SQUADRON 2006 (RHC)
 RD2931'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1610 ***********************************************************************
 QD1610  DESIGNATION -  BEAVER
 QD1610  PID         -  QD1610
 QD1610  STATE/COUNTY-  OR/WASCO
 QD1610  USGS QUAD   -  SIMNASHO (1962)
 QD1610
 QD1610                         *CURRENT SURVEY CONTROL
 QD1610  ___________________________________________________________________
 QD1610* NAD 83(1991)-  44 53 53.64758(N)    121 21 20.24710(W)     ADJUSTED  
 QD1610* NAVD 88     -       806.4    (meters)    2646.     (feet)  VERTCON   
 QD1610  ___________________________________________________________________
 QD1610  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 QD1610  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 QD1610  HORZ ORDER  -  SECOND
 QD1610
 QD1610.The horizontal coordinates were established by classical geodetic methods
 QD1610.and adjusted by the National Geodetic Survey in October 1991.
 QD1610
 QD1610.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1610.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1610
 QD1610.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1610
 QD1610.The geoid height was determined by GEOID03.
 QD1610
 QD1610;                    North         East     Units Scale Factor Converg.
 QD1610;SPC OR N     -   137,211.387 2,432,425.065   MT  0.99990567   -0 36 24.5
 QD1610;SPC OR N     -   450,168.59  7,980,397.19   iFT  0.99990567   -0 36 24.5
 QD1610;UTM  10      - 4,972,960.974   629,831.268   MT  0.99980727   +1 09 39.0
 QD1610
 QD1610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1610!SPC OR N     -   0.99987695  x   0.99990567  =   0.99978263
 QD1610!UTM  10      -   0.99987695  x   0.99980727  =   0.99968424
 QD1610
 QD1610|---------------------------------------------------------------------|
 QD1610| PID    Reference Object                     Distance      Geod. Az  |
 QD1610|                                                           dddmmss.s |
 QD1610| CF4081 BEAVER RM 1                          11.344 METERS 03526     |
 QD1610| CF4082 BEAVER RM 2                          20.260 METERS 11443     |
 QD1610| CF4080 BEAVER AZ MK                                       3343548.8 |
 QD1610|---------------------------------------------------------------------|
 QD1610
 QD1610                          SUPERSEDED SURVEY CONTROL
 QD1610
 QD1610  NAD 83(1986)-  44 53 53.65911(N)    121 21 20.24911(W) AD(       ) 2
 QD1610  NAD 27      -  44 53 54.24000(N)    121 21 16.03800(W) AD(       ) 2
 QD1610  NGVD 29 (07/19/86)  805.3    (m)         2642.     (f) VERT ANG    3  
 QD1610
 QD1610.Superseded values are not recommended for survey control.
 QD1610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1610.See file dsdata.txt to determine how the superseded data were derived.
 QD1610
 QD1610_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ2983172961(NAD 83)
 QD1610
 QD1610  HISTORY     - Date     Condition        Report By
 QD1610  HISTORY     - 1946     MONUMENTED       CGS
 QD1610  HISTORY     - 1958     GOOD             USGS
 QD1610  HISTORY     - 1959     SEE DESCRIPTION  BPA
 QD1610  HISTORY     - 1974     SEE DESCRIPTION  NGS
 QD1610
 QD1610                          STATION DESCRIPTION
 QD1610
 QD1610'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 QD1610'THE STATION IS ABOUT 10 MILES, AIRLINE, NORTH NORTHWEST OF WARM
 QD1610'SPRINGS, 15 MILES WEST OF THE DESCHUTES RIVER, 1.5 MILES EAST OF
 QD1610'THE WARM SPRINGS RIVER AND ABOUT 1.5 MILES NORTHWEST OF THE
 QD1610'JUNCTION OF BEAVER CREEK AND WARM SPRINGS RIVER.  IT IS ON THE
 QD1610'FLAT TABLE LAND OVER LOOKING BEAVER CREEK, 200 PACES WEST OF A
 QD1610'BLUFF AND 1.5 MILES NORTH OF THE SOUTH TIP OF THE BLUFF.  IT IS
 QD1610'STAMPED, BEAVER 1946, WELDED ON TOP A 3 INCH CAST IRON SOIL
 QD1610'PIPE PROJECTING 4 INCHES.
 QD1610'
 QD1610'REFERENCE MARK NO 1 IS THE SAME ELEVATION AS THE STATION, IT
 QD1610'IS STAMPED BEAVER NO 1 1946, WELDED ON TOP A 3 INCH CAST IRON
 QD1610'SOIL PIPE PROJECTING 4 INCHES.
 QD1610'
 QD1610'REFERENCE MARK NO 2 IS THE SAME ELEVATION AS THE STATION.  IT IS
 QD1610'STAMPED BEAVER NO 2 1946, WELDED ON TOP A 3 INCH CAST IRON SOIL
 QD1610'PIPE PROJECTING 4 INCHES.
 QD1610'
 QD1610'AZIMUTH MARK IS STAMPED BEAVER 1946, WELDED ON TOP A 3 INCH
 QD1610'CAST IRON SOIL PIPE PROJECTING 1 FOOT.  IT IS 1 FOOT EAST OF A
 QD1610'NORTH-SOUTH FENCE LINE, 5 FEET SOUTH OF A WITNESS POST AND 150
 QD1610'FEET SOUTH OF A FENCE CORNER.
 QD1610'
 QD1610'TO REACH FROM THE TWO STONE PILLARS AT THE NORTHWEST ENTRANCE
 QD1610'TO WARM SPRINGS, GO NORTHWEST ON MAIN HIGHWAY FOR 12.4 MILES
 QD1610'TO A FORK.  TAKE RIGHT FORK, STRAIGHT AHEAD, AND GO 8.9 MILES
 QD1610'TO A CROSS ROADS, JUST AFTER PASSING HEHE MILLS.  KEEP STRAIGHT
 QD1610'AHEAD AND GO 3.9 MILES TO THE TOP OF THE BLUFF OVER BEAVER CREEK
 QD1610'AND FORK.  TURN SHARP RIGHT AT SIGN BEAR SPRINGS 16, AND GO 0.2
 QD1610'MILE TO GATE.  TAKE LEFT FORK, BEFORE PASSING THROUGH GATE,
 QD1610'AND GO 3 MILES TO A WIND MILL ON THE LEFT.  TAKE RIGHT FORK
 QD1610'AND GO 0.4 MILE TO A FENCE CORNER.  TURN LEFT, CROSS COUNTRY,
 QD1610'AND FOLLOW OLD CATTLE TRAIL FOR 0.5 MILE TO A FENCE CORNER.
 QD1610'BEAR RIGHT AND FOLLOW CATTLE TRAIL FOR 0.7 MILE TO ANOTHER
 QD1610'FENCE CORNER.  GO 150 FEET SOUTH ALONG THE FENCE TO THE
 QD1610'AZIMUTH MARK ON THE RIGHT.  FOLLOW FENCE LINE FOR 0.5 MILE TO
 QD1610'THE FENCE CORNER.  HERE TURN EAST, LEFT, AND GO 0.25 MILE
 QD1610'TO THE STATION AS DESCRIBED.
 QD1610
 QD1610                          STATION RECOVERY (1958)
 QD1610
 QD1610'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 QD1610'RECOVERED AS DESCRIBED BY NGS.  ALL MARKS IN GOOD CONDITION.  RMS
 QD1610'NOT OBSERVED.
 QD1610'
 QD1610'REACHED BY HELICOPTER.
 QD1610
 QD1610                          STATION RECOVERY (1959)
 QD1610
 QD1610'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1959
 QD1610'TO REACH FROM THE ENTRANCE GATE OF THE WARM SPRINGS INDIAN AGENCY
 QD1610'HEADQUARTERS GO WEST ON U.S. HIGHWAY 26 FOR 19.4 MILES TO A
 QD1610'CROSS ROAD.  (THIS CROSS ROAD IS 0.5 MILE NORTHWEST OF THE BRIDGE
 QD1610'OVER WARM SPRINGS RIVER).  TURN RIGHT E. ON GRAVELED ROAD AS
 QD1610'PER SIGN SIMNASHO AND GO 3.0 MILES TO A FORK.  TAKE RIGHT FORK
 QD1610'AND GO 0.8 MILES TO A FORK.  TAKE RIGHT FORK AND GO 0.1 MILE
 QD1610'(SIGN COYOTE CREEK.  BEAR SPRINGS 16 MI.).  TURN SHARP RIGHT
 QD1610'AND GO 0.2 MILE TO GATE.  TAKE LEFT FORK BEFORE PASSING THROUGH
 QD1610'GATE, AND GO 2.7 MILE TO FORK.  TAKE LEFT FORK AND GO 0.6 MILE
 QD1610'TO WINDMILL ON THE LEFT.  BEAR RIGHT S. ON TRACK ROAD
 QD1610'ALONG FENCE LINE 0.4 MILE TO A FENCE CORNER.  TURN LEFT E.
 QD1610'FOR 0.5 MILE.  ROAD ENTERS A FENCED LANE AND TURNS RIGHT S.  GO
 QD1610'SOUTH 0.4 MILE TO A LEFT TURN E.  GO EAST 0.5 MILE TO END OF
 QD1610'FENCED LANE AND AZIMUTH MARK 150 FEET SOUTH OF FENCE CORNER AS
 QD1610'DESCRIBED.  TURN RIGHT S. ON TRACK ROAD ALONG N-S FENCE FOR
 QD1610'0.5 MILE TO A FENCE CORNER.  TURN LEFT E. AND GO 0.25
 QD1610'MILE TO STATION AS DESCRIBED.
 QD1610
 QD1610                          STATION RECOVERY (1974)
 QD1610
 QD1610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 QD1610'THE STATION MARK, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK WAS
 QD1610'RECOVERED IN GOOD CONDITION AS DESCRIBED.  A METAL WITNESS POST
 QD1610'WAS PLACED 2 FEET NORTH OF THE STATION MARK.  A METAL WITNESS
 QD1610'POST WAS PLACED 1 FOOT NORTH OF THE AZIMUTH MARK.  ROADS HAVE
 QD1610'CHANGED, AND THE ORIGINAL TO REACH IS OBSOLETE.  A NEW TO REACH
 QD1610'FOLLOWS.
 QD1610'
 QD1610'TO REACH THE STATION FROM THE SIMNASHO SCHOOL GO WEST ON THE
 QD1610'MACADAM ROAD FOR 3.5 MILES TO A SIDE ROAD LEFT, AT THE SUMMIT
 QD1610'OF THE GRADE, TURN LEFT, AND GO SOUTHEAST ON GRAVELED ROAD S 450
 QD1610'FOR 3.7 MILES TO A WINDMILL, AND WATER TANK ON THE LEFT.  CONTINUE
 QD1610'SOUTHEAST ON THE GRAVELED ROAD FOR 1.0 MILE TO THE END OF THE
 QD1610'GRAVEL, WHERE THE ROAD TURNS EAST, TURN LEFT, AND GO EAST ON THE
 QD1610'DIRT ROAD BETWEEN TWO FENCE LINES, FOR 0.5 MILE TO A FENCE
 QD1610'CORNER WHERE THE ROAD TURNS SOUTH, TURN RIGHT, AND GO SOUTH
 QD1610'FOR 150 FEET TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTH
 QD1610'ON THE DIRT ROAD FOR 0.5 MILE TO A FENCE CORNER, HERE LEAVE
 QD1610'THE FENCE LINE, AND THE TRACK ROAD BY TURNING LEFT, AND GO
 QD1610'EAST ACROSS COUNTRY FOR 0.25 MILE TO THE STATION.
 QD1610'
 QD1610'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QD1610'5 MILES SOUTHWEST OF SIMNASHO.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0243 ***********************************************************************
 NX0243  DESIGNATION -  BEAVER
 NX0243  PID         -  NX0243
 NX0243  STATE/COUNTY-  OR/MALHEUR
 NX0243  USGS QUAD   -  PAYNE CREEK (1982)
 NX0243
 NX0243                         *CURRENT SURVEY CONTROL
 NX0243  ___________________________________________________________________
 NX0243* NAD 83(1991)-  42 05 31.38263(N)    118 04 52.39644(W)     ADJUSTED  
 NX0243* NAVD 88     -      2017.2    (meters)    6618.     (feet)  VERTCON   
 NX0243  ___________________________________________________________________
 NX0243  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 NX0243  GEOID HEIGHT-         -18.76  (meters)                     GEOID03
 NX0243  HORZ ORDER  -  FIRST
 NX0243
 NX0243.The horizontal coordinates were established by classical geodetic methods
 NX0243.and adjusted by the National Geodetic Survey in October 1991.
 NX0243
 NX0243.The NAVD 88 height was computed by applying the VERTCON shift value to
 NX0243.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NX0243
 NX0243.The Laplace correction was computed from DEFLEC99 derived deflections.
 NX0243
 NX0243.The geoid height was determined by GEOID03.
 NX0243
 NX0243;                    North         East     Units Scale Factor Converg.
 NX0243;SPC OR S     -    50,144.512 1,700,094.667   MT  1.00006947   +1 39 17.3
 NX0243;SPC OR S     -   164,516.12  5,577,738.41   iFT  1.00006947   +1 39 17.3
 NX0243;SPC NV W     - 4,815,043.510   841,536.262   MT  0.99992122   +0 20 11.7
 NX0243;SPC NV W     -15,797,355.25  2,760,940.22   sFT  0.99992122   +0 20 11.7
 NX0243;UTM  11      - 4,660,562.165   410,584.450   MT  0.99969838   -0 43 29.3
 NX0243
 NX0243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NX0243!SPC OR S     -   0.99968667  x   1.00006947  =   0.99975612
 NX0243!SPC NV W     -   0.99968667  x   0.99992122  =   0.99960792
 NX0243!UTM  11      -   0.99968667  x   0.99969838  =   0.99938515
 NX0243
 NX0243:                Primary Azimuth Mark                     Grid Az
 NX0243:SPC OR S     -  BEAVER AZ MK                             138 27 12.7
 NX0243:SPC NV W     -  BEAVER AZ MK                             139 46 18.3
 NX0243:UTM  11      -  BEAVER AZ MK                             140 49 59.3
 NX0243
 NX0243|---------------------------------------------------------------------|
 NX0243| PID    Reference Object                     Distance      Geod. Az  |
 NX0243|                                                           dddmmss.s |
 NX0243| CD6762 BEAVER AZ MK                                       1400630.0 |
 NX0243| CD6763 BEAVER RM 1                           8.370 METERS 14732     |
 NX0243| CD6764 BEAVER RM 2                           9.700 METERS 25429     |
 NX0243|---------------------------------------------------------------------|
 NX0243
 NX0243                          SUPERSEDED SURVEY CONTROL
 NX0243
 NX0243  NAD 83(1986)-  42 05 31.38935(N)    118 04 52.39691(W) AD(       ) 1
 NX0243  NAD 27      -  42 05 31.77200(N)    118 04 48.85000(W) AD(       ) 1
 NX0243  NGVD 29 (07/19/86) 2015.9    (m)         6614.     (f) VERT ANG    3  
 NX0243
 NX0243.Superseded values are not recommended for survey control.
 NX0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NX0243.See file dsdata.txt to determine how the superseded data were derived.
 NX0243
 NX0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG1058460562(NAD 83)
 NX0243_MARKER: DS = TRIANGULATION STATION DISK
 NX0243_SETTING: 80 = SET IN A BOULDER
 NX0243_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 NX0243
 NX0243  HISTORY     - Date     Condition        Report By
 NX0243  HISTORY     - 1956     MONUMENTED       CGS
 NX0243
 NX0243                          STATION DESCRIPTION
 NX0243
 NX0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 NX0243'THE STATION IS LOCATED ABOUT 21 MILES WEST-NORTHWEST OF MC DERMITT,
 NX0243'NEVADA, ABOUT 5 MILES NORTH OF THE OREGON-NEVADA STATE LINE, AND
 NX0243'ABOUT 3.5 MILES NORTHWEST OF AN ABANDONED MINE.  IT IS ON THE
 NX0243'HIGHEST POINT OF A SPUR RIDGE THAT EXTENDS SOUTHWEST FROM A
 NX0243'HIGHER RIDGE.  THE SPUR RIDGE IS SEPARATED FROM THE HIGHER RIDGE
 NX0243'BY A LOW SADDLE AND IS LOCATED ON THE WEST SIDE OF A GOOD SIZED
 NX0243'STREAM WHICH HEADS AT THE BASE OF THE HIGHER RIDGE WHICH IS
 NX0243'ABOUT 1 MILE NORTH-NORTHEAST OF THE STATION.
 NX0243'
 NX0243'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 95 AND THE MAIN
 NX0243'STREET IN MC DERMITT, NEVADA DRIVE WEST ON THE MAIN STREET AND A
 NX0243'BLADED ROAD FOR 4.6 MILES TO A Y FORK.  TAKE THE RIGHT FORK,
 NX0243'STRAIGHT AHEAD, (WEST) AND GO FOR 1.95 MILES TO A
 NX0243'CROSSROAD.  CONTINUE STRAIGHT AHEAD ON THE MAIN TRAVELED ROAD FOR
 NX0243'2.8 MILES TO A FORK.  TAKE THE LEFT FORK FOR 0.45 MILES TO A
 NX0243'FORK.  TAKE THE LEFT FORK AND CONTINUE WEST FOR 1.4 MILES TO A
 NX0243'FORK.  TAKE THE LEFT FORK AND GO 0.35 MILE TO A FORK.  KEEP
 NX0243'THE LEFT FORK AND CONTINUE FOR 0.45 MILE TO A FORK.  TAKE THE
 NX0243'RIGHT FORK, CROSS WOODEN BRIDGE, AND CONTINUE WEST FOR 7.95
 NX0243'MILES TO A Y FORK.  TAKE THE LEFT FORK AND GO 0.15 MILE TO A
 NX0243'FORK.  TAKE THE RIGHT FORK, TOWARD MINE DUMP, FOR 0.2 MILE TO
 NX0243'THE SECOND ROAD LEFT (WEST) AT THE BASE OF MINE DUMP.  TURN LEFT
 NX0243'(WEST) ON THE SECOND ROAD AND GO DOWN HILL, CROSS A SMALL
 NX0243'CREEK, AND CONTINUE A TOTAL DISTANCE OF 0.4 MILE TO A DIM FORK.
 NX0243'TAKE THE LEFT FORK AND GO WEST AND NORTH FOR 1.0 MILE TO A
 NX0243'CROSSROAD.  TURN LEFT AND GO WEST AND NORTHWEST ON A TRACK ROAD,
 NX0243'UP RIDGE, FOR 1.45 MILES TO THE AZIMUTH MARK ON THE RIGHT
 NX0243'(NORTH) SIDE OF ROAD AS DESCRIBED BELOW.  CONTINUE
 NX0243'NORTHERLY ON TRACK ROAD FOR 1.8 MILES TO A SADDLE ON THE
 NX0243'RIDGE ABOUT 200 YARDS NORTH OF THE STATION.  PACK SOUTHWEST UP
 NX0243'THE RIDGE TO THE HIGHEST POINT AND STATION.  A 4-WHEEL
 NX0243'DRIVE VEHICLE IS REQUIRED FOR THE LAST MILE.  IT IS A 5 MINUTE
 NX0243'PACK WITH A 4-WHEEL DRIVE VEHICLE OR A 30 MINUTE PACK WITH A
 NX0243'2-WHEEL DRIVE VEHICLE.
 NX0243'
 NX0243'THE STATION MARK, A STANDARD DISK STAMPED BEAVER 1956, IS SET IN
 NX0243'THE TOP OF A BOULDER THAT PROJECTS 6 INCHES ABOVE THE GROUND.  THE
 NX0243'MARK IS 8.6 FEET SOUTH OF A 4X4 INCH WITNESS POST AND 5 FEET NORTH
 NX0243'OF THE SOUTH RIM.
 NX0243'
 NX0243'REFERENCE MARK 1, A STANDARD DISK STAMPED BEAVER NO 1 1956, IS
 NX0243'SET IN THE TOP OF AN OUTCROP THAT IS FLUSH WITH THE GROUND ON THE
 NX0243'NORTH SIDE AND PROJECTS ABOUT 4 FEET ON THE SOUTH SIDE.  THE MARK
 NX0243'IS ABOUT 5 FEET LOWER THAN THE STATION.
 NX0243'
 NX0243'REFERENCE MARK 2, A STANDARD DISK STAMPED BEAVER NO 2 1956, IS
 NX0243'SET IN EAST FACE OF A LARGE OUTCROP THAT PROJECTS ABOUT 2 FEET
 NX0243'ABOVE THE GROUND.  THE MARK IS ABOUT 1 FOOT ABOVE THE GROUND AND
 NX0243'ABOUT 2 FEET LOWER THAN THE STATION MARK.
 NX0243'
 NX0243'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BEAVER 1956.  IT IS
 NX0243'BRAZED TO THE TOP OF A 2-INCH SOIL PIPE THAT PROJECTS 1 FOOT
 NX0243'ABOVE THE GROUND.  THE MARK IS 15 FEET NORTHEAST OF THE CENTERLINE
 NX0243'OF THE TRACK ROAD AND 18 INCHES NORTHEAST OF A 4X4 INCH WITNESS
 NX0243'POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB1251 ***********************************************************************
 QB1251  DESIGNATION -  BEAVER
 QB1251  PID         -  QB1251
 QB1251  STATE/COUNTY-  OR/BAKER
 QB1251  USGS QUAD   -  DOOLEY MTN (1993)
 QB1251
 QB1251                         *CURRENT SURVEY CONTROL
 QB1251  ___________________________________________________________________
 QB1251* NAD 83(1991)-  44 35 57.91779(N)    117 47 03.00713(W)     ADJUSTED  
 QB1251* NAVD 88     -      1955.2    (meters)    6415.     (feet)  VERTCON   
 QB1251  ___________________________________________________________________
 QB1251  LAPLACE CORR-           1.94  (seconds)                    DEFLEC99
 QB1251  GEOID HEIGHT-         -16.99  (meters)                     GEOID03
 QB1251  HORZ ORDER  -  FIRST
 QB1251
 QB1251.The horizontal coordinates were established by classical geodetic methods
 QB1251.and adjusted by the National Geodetic Survey in October 1991.
 QB1251
 QB1251.The NAVD 88 height was computed by applying the VERTCON shift value to
 QB1251.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QB1251
 QB1251.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB1251
 QB1251.The geoid height was determined by GEOID03.
 QB1251
 QB1251;                    North         East     Units Scale Factor Converg.
 QB1251;SPC OR N     -   107,273.459 2,715,568.740   MT  0.99994361   +1 55 33.7
 QB1251;SPC OR N     -   351,947.04  8,909,346.26   iFT  0.99994361   +1 55 33.7
 QB1251;UTM  11      - 4,938,751.821   437,766.360   MT  0.99964763   -0 33 02.2
 QB1251
 QB1251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QB1251!SPC OR N     -   0.99969620  x   0.99994361  =   0.99963983
 QB1251!UTM  11      -   0.99969620  x   0.99964763  =   0.99934394
 QB1251
 QB1251|---------------------------------------------------------------------|
 QB1251| PID    Reference Object                     Distance      Geod. Az  |
 QB1251|                                                           dddmmss.s |
 QB1251| CD6761 BEAVER RM 1                          16.480 METERS 08147     |
 QB1251| QC0891 CASTLE ROCK CAIRN                   APPROX.71.7 KM 2062853.8 |
 QB1251| QC0888 IRELAND MOUNTAIN LOOKOUT HOUSE      APPROX.50.0 KM 3020121.7 |
 QB1251|---------------------------------------------------------------------|
 QB1251
 QB1251                          SUPERSEDED SURVEY CONTROL
 QB1251
 QB1251  NAD 83(1986)-  44 35 57.92137(N)    117 47 02.99957(W) AD(       ) 1
 QB1251  NAD 27      -  44 35 58.37636(N)    117 46 59.26776(W) AD(       ) 1
 QB1251  NGVD 29 (07/19/86) 1953.9    (m)         6410.     (f) VERT ANG    3  
 QB1251
 QB1251.Superseded values are not recommended for survey control.
 QB1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB1251.See file dsdata.txt to determine how the superseded data were derived.
 QB1251
 QB1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK3776638752(NAD 83)
 QB1251
 QB1251  HISTORY     - Date     Condition        Report By
 QB1251  HISTORY     - 1916     MONUMENTED       CGS
 QB1251  HISTORY     - 1935     SEE DESCRIPTION  CGS
 QB1251  HISTORY     - 1940     SEE DESCRIPTION  CGS
 QB1251  HISTORY     - 1946     SEE DESCRIPTION  CGS
 QB1251
 QB1251                          STATION DESCRIPTION
 QB1251
 QB1251'DESCRIBED BY COAST AND GEODETIC SURVEY 1916 (CVH)
 QB1251'ABOUT 12 MILES S AND 3 MILES E OF BAKER, ON THE NORTHERN AND
 QB1251'HIGHER OF THE TWO BALD GRASSY KNOBS ON BEAVER MOUNTAIN OR BALD
 QB1251'RIDGE, WHICH LIES JUST S AND E OF THE HEAD OF BEAVER CREEK, AND
 QB1251'ABOUT 1-1/2 MILES S OF ECHAM AND SONS SAWMILL ON BEAVER CREEK.
 QB1251'THE STATION IS MARKED BY A NAIL IN A BLOCK OF CONCRETE AND COVERED
 QB1251'BY A CAIRN.  THE REFERENCE MARK IS A HOLE IN ROCK, FLUSH WITH
 QB1251'SURFACE OF THE GROUND, 16.48 METERS (54.1 FEET) FROM THE STATION
 QB1251'IN AZIMUTH 261 DEG 47 MIN.
 QB1251
 QB1251                          STATION RECOVERY (1935)
 QB1251
 QB1251'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (EBP)
 QB1251'RECOVERED AS DESCRIBED.  A NEW DESCRIPTION IS AS FOLLOWS--FROM
 QB1251'BAKER POST OFFICE, GO S ON HIGHWAY 7 FOR 2.2 MILES, TURN LEFT
 QB1251'ACROSS THE RAILROAD TRACKS AND GO 0.7 MILE.  TAKE THE LEFT FORK,
 QB1251'THE MAIN TRAVELED ROUTE, AND CONTINUE 0.9 MILE.  TAKE THE RIGHT
 QB1251'FORK AND CONTINUE 2.0 MILES.  CONTINUE E ON THE MAIN TRAVELED
 QB1251'ROUTE (THE RIGHT FORK GOES BACK TO THE HIGHWAY) AND GO 0.8
 QB1251'MILE.  TAKE THE LEFT FORK AND CONTINUE SE ON THE MAIN ROAD 4.1
 QB1251'MILES.  TAKE THE RIGHT FORK ACROSS THE CREEK AND GO 1.7 MILES.
 QB1251'PASS TO THE RIGHT OF THE SAWDUST HEAP AND THE OLD SAWMILL SITE AND
 QB1251'GO 0.2 MILE TO THE END OF TRUCK TRAVEL JUST AFTER CROSSING THE
 QB1251'BRIDGE.  FROM HERE HIKE UP THE CANYON SE ABOUT 300 YARDS TO
 QB1251'THE FENCE, THEN FOLLOW THE FENCE SE TO THE TOP OF THE BALD
 QB1251'RIDGE AND THE HIGHEST POINT AND STATION.  A CAIRN AND OLD
 QB1251'TRIPOD WERE STANDING OVER THE MARK.  NEW STAND, PLATFORM,
 QB1251'MARKS REQUIRED.  ABOUT 1 GALLON OF CONCRETE REQUIRED FOR EACH MARK,
 QB1251'WHICH SHOULD BE STAMPED 1916 FOR THE STATION AND THE DATE
 QB1251'OF BUILDING FOR THE REFERENCE MARKS.
 QB1251'
 QB1251'NO REFERENCE MARKS WERE FOUND.  ALL SUPPLIES AT BAKER.
 QB1251
 QB1251                          STATION RECOVERY (1940)
 QB1251
 QB1251'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (SCS)
 QB1251'A SPIKE NAIL SET IN A SMALL BLOCK OF CONCRETE.  THE FOLLOWING IS
 QB1251'SCRATCHED IN THIS CONCRETE--U.S.C. AND G.S. SEPT. 1ST 1916.  THE
 QB1251'REFERENCE MARK WAS RECOVERED.
 QB1251'
 QB1251'THE STATION IS ON THE HIGHEST PART OF THE MOUNTAIN.  TOP OF
 QB1251'MOUNTAIN IS BARE AND IT HAS A SMOOTH OVAL-SHAPED SURFACE.  THE
 QB1251'STATION CANNOT BE REFERENCED TO THE EDGE OF MOUNTAIN TOP, BECAUSE
 QB1251'ALL SLOPES AROUND STATION ARE SMOOTH.
 QB1251'
 QB1251'OLD U.S.G.S. STATION BALD RIDGE COULD NOT BE RECOVERED.
 QB1251
 QB1251                          STATION RECOVERY (1946)
 QB1251
 QB1251'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (DHK)
 QB1251'THE STATION WAS THOROUGHLY SEARCHED FOR BUT COULD NOT BE FOUND.  IT
 QB1251'IS BELIEVED THAT THE BLOCK WAS USED IN CONSTRUCTING AN OUTDOOR
 QB1251'FIRE PLACE AS THERE WAS A HOLE FOUND IN THE GROUND WHERE THE
 QB1251'STATION MARK SHOULD HAVE BEEN.  THE OLD MARK HAS UNDOUBTEDLY BEEN
 QB1251'DESTROYED.  BEAVER 2 1946 WAS ESTABLISHED IN THE SAME VICINITY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1439 ***********************************************************************
 OA1439  DESIGNATION -  BEAVER
 OA1439  PID         -  OA1439
 OA1439  STATE/COUNTY-  OR/COOS
 OA1439  USGS QUAD   -  RIVERTON (1975)
 OA1439
 OA1439                         *CURRENT SURVEY CONTROL
 OA1439  ___________________________________________________________________
 OA1439* NAD 83(1991)-  43 12 17.92007(N)    124 18 11.52873(W)     ADJUSTED  
 OA1439* NAVD 88     -       187.7    (meters)     616.     (feet)  VERTCON   
 OA1439  ___________________________________________________________________
 OA1439  LAPLACE CORR-          12.89  (seconds)                    DEFLEC99
 OA1439  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 OA1439  HORZ ORDER  -  SECOND
 OA1439
 OA1439.The horizontal coordinates were established by classical geodetic methods
 OA1439.and adjusted by the National Geodetic Survey in October 1991.
 OA1439
 OA1439.The NAVD 88 height was computed by applying the VERTCON shift value to
 OA1439.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OA1439
 OA1439.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1439
 OA1439.The geoid height was determined by GEOID03.
 OA1439
 OA1439;                    North         East     Units Scale Factor Converg.
 OA1439;SPC OR S     -   177,895.430 1,191,054.783   MT  0.99989481   -2 36 07.0
 OA1439;SPC OR S     -   583,646.42  3,907,660.05   iFT  0.99989481   -2 36 07.0
 OA1439;UTM  10      - 4,784,401.986   394,131.308   MT  0.99973788   -0 53 32.2
 OA1439
 OA1439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1439!SPC OR S     -   0.99997467  x   0.99989481  =   0.99986948
 OA1439!UTM  10      -   0.99997467  x   0.99973788  =   0.99971255
 OA1439
 OA1439:                Primary Azimuth Mark                     Grid Az
 OA1439:SPC OR S     -  WESTPORT RESET                           025 14 11.2
 OA1439:UTM  10      -  WESTPORT RESET                           023 31 36.4
 OA1439
 OA1439|---------------------------------------------------------------------|
 OA1439| PID    Reference Object                     Distance      Geod. Az  |
 OA1439|                                                           dddmmss.s |
 OA1439| OA1242 WESTPORT RESET                      APPROX.12.8 KM 0223804.2 |
 OA1439| CD9592 BEAVER RM 1                           4.435 METERS 04701     |
 OA1439| CD9593 BEAVER RM 2                           4.446 METERS 13717     |
 OA1439|---------------------------------------------------------------------|
 OA1439
 OA1439                          SUPERSEDED SURVEY CONTROL
 OA1439
 OA1439  NAD 83(1986)-  43 12 17.90943(N)    124 18 11.57500(W) AD(       ) 2
 OA1439  NAD 27      -  43 12 18.51400(N)    124 18 07.16200(W) AD(       ) 2
 OA1439  NGVD 29 (07/19/86)  186.6    (m)          612.     (f) VERT ANG    3  
 OA1439
 OA1439.Superseded values are not recommended for survey control.
 OA1439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1439.See file dsdata.txt to determine how the superseded data were derived.
 OA1439
 OA1439_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN9413184402(NAD 83)
 OA1439_MARKER: Z = SEE DESCRIPTION
 OA1439_SETTING: 0 = UNSPECIFIED SETTING
 OA1439
 OA1439  HISTORY     - Date     Condition        Report By
 OA1439  HISTORY     - 1942     MONUMENTED       USGS
 OA1439  HISTORY     - 1953     SEE DESCRIPTION  CGS
 OA1439  HISTORY     - 1972     SEE DESCRIPTION  NGS
 OA1439  HISTORY     - 1988     GOOD             USPSQD
 OA1439
 OA1439                          STATION DESCRIPTION
 OA1439
 OA1439'DESCRIBED BY US GEOLOGICAL SURVEY 1942 (JCS)
 OA1439'STATION IS LOCATED ABOUT 6 MILES NE OF BANDON, 6 MILES WNW OF
 OA1439'COQUILLE AND 1 MILE WNW OF CODY CARSONS RANCH HOUSE.  IT IS ON THE
 OA1439'HIGHEST PART OF A LOGGED-OFF N-S RIDGE, ABOUT 100 FEET E OF A
 OA1439'DIRT ROAD AND CENTERED BENEATH BEAVER HILL LOOKOUT TOWER.  IT IS
 OA1439'MARKED BY A BRONZE U.S.G.S. BENCH MARK DISK, SET IN A BOULDER,
 OA1439'FLUSH WITH THE GROUND AND IS STAMPED BEAVER 1942.
 OA1439'
 OA1439'REFERENCE MARK NO.1 IS IN THE NE CONCRETE PIER OF THE LOOKOUT
 OA1439'TOWER.  IT IS MARKED BY A BRONZE DISK AND IS STAMPED BEAVER NO.1,
 OA1439'1942.
 OA1439'
 OA1439'REFERENCE MARK NO.2 IS IN THE SE CONCRETE PIER OF THE LOOKOUT
 OA1439'TOWER.  IT IS MARKED BY A BRONZE DISK AND IS STAMPED BEAVER NO.2,
 OA1439'1942.
 OA1439'
 OA1439'THERE WAS NO SUITABLE PLACE FOR AN AZIMUTH MARK AT THE STATION.
 OA1439'
 OA1439'NO UNDERGROUND OR WITNESS MARKS WERE ESTABLISHED.
 OA1439'
 OA1439'TO REACH THE STATION FROM COQUILLE, GO N ON U.S. HIGHWAY 101 FOR
 OA1439'5 MILES TO A ROAD LEADING W AT SIGN BEAVER HILL 2, LEVENE 1.  TURN
 OA1439'W AND FOLLOW ROAD W AND SW FOR 2.5 MILES TO A T-ROAD.  TURN RIGHT
 OA1439'ON T-ROAD AND GO 1.8 MILES TO THE TOP OF A RIDGE, THE LOOKOUT
 OA1439'TOWER AND THE STATION.
 OA1439'
 OA1439'HEIGHT OF LIGHT ABOVE STATION MARK 16.6 METERS.
 OA1439
 OA1439                          STATION RECOVERY (1953)
 OA1439
 OA1439'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CTH)
 OA1439'STATION WAS RECOVERED, AND THE MARKS ARE IN GOOD CONDITION.  THE
 OA1439'ORIGINAL DESCRIPTION IS ADEQUATE.  DUE TO THE CONSTRUCTION OF THE
 OA1439'TOWER, USED IN 1953, THE REFERENCE MARKS COULD NOT BE OBSERVED.
 OA1439
 OA1439                          STATION RECOVERY (1972)
 OA1439
 OA1439'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 OA1439'BOTH REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  THE STATION
 OA1439'MARK HAS BEEN DESTROYED.  A SMALL HUT, AND WOODEN ANTENNA, ENCLOSED
 OA1439'BY A CYCLONE FENCE NOW OCCUPIES THE LOCATION.  THERE WAS NO
 OA1439'UNDERGROUND MARK ESTABLISHED FOR THIS STATION.
 OA1439
 OA1439                          STATION RECOVERY (1988)
 OA1439
 OA1439'RECOVERY NOTE BY US POWER SQUADRON 1988 (AS)
 OA1439'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1916 ***********************************************************************
 QE1916  DESIGNATION -  BEAVER
 QE1916  PID         -  QE1916
 QE1916  STATE/COUNTY-  OR/POLK
 QE1916  USGS QUAD   -  SALEM WEST (1986)
 QE1916
 QE1916                         *CURRENT SURVEY CONTROL
 QE1916  ___________________________________________________________________
 QE1916* NAD 83(1991)-  44 56 52.21047(N)    123 04 43.30279(W)     ADJUSTED  
 QE1916* NAVD 88     -       132.0    (meters)     433.     (feet)  VERTCON   
 QE1916  ___________________________________________________________________
 QE1916  LAPLACE CORR-          -7.11  (seconds)                    DEFLEC99
 QE1916  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 QE1916  HORZ ORDER  -  SECOND
 QE1916
 QE1916.The horizontal coordinates were established by classical geodetic methods
 QE1916.and adjusted by the National Geodetic Survey in October 1991.
 QE1916
 QE1916.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE1916.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE1916
 QE1916.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE1916
 QE1916.The geoid height was determined by GEOID03.
 QE1916
 QE1916;                    North         East     Units Scale Factor Converg.
 QE1916;SPC OR N     -   145,612.353 2,296,548.137   MT  0.99990198   -1 49 43.6
 QE1916;SPC OR N     -   477,730.82  7,534,606.75   iFT  0.99990198   -1 49 43.6
 QE1916;UTM  10      - 4,977,158.706   493,791.988   MT  0.99960047   -0 03 20.1
 QE1916
 QE1916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE1916!SPC OR N     -   0.99998287  x   0.99990198  =   0.99988485
 QE1916!UTM  10      -   0.99998287  x   0.99960047  =   0.99958334
 QE1916
 QE1916:                Primary Azimuth Mark                     Grid Az
 QE1916:SPC OR N     -  AIRPORT                                  126 15 25.5
 QE1916:UTM  10      -  AIRPORT                                  124 29 02.0
 QE1916
 QE1916|---------------------------------------------------------------------|
 QE1916| PID    Reference Object                     Distance      Geod. Az  |
 QE1916|                                                           dddmmss.s |
 QE1916| QE2613 AIRPORT                             APPROX. 6.6 KM 1242541.9 |
 QE1916|---------------------------------------------------------------------|
 QE1916
 QE1916                          SUPERSEDED SURVEY CONTROL
 QE1916
 QE1916  NAD 83(1986)-  44 56 52.23471(N)    123 04 43.31798(W) AD(       ) 2
 QE1916  NAD 27      -  44 56 52.80483(N)    123 04 38.96753(W) AD(       ) 2
 QE1916  NGVD 29 (07/19/86)  131.0    (m)          430.     (f) VERT ANG    3  
 QE1916
 QE1916.Superseded values are not recommended for survey control.
 QE1916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1916.See file dsdata.txt to determine how the superseded data were derived.
 QE1916
 QE1916_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ9379277159(NAD 83)
 QE1916_MARKER: Z = SEE DESCRIPTION
 QE1916_SETTING: 0 = UNSPECIFIED SETTING
 QE1916_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE1916
 QE1916  HISTORY     - Date     Condition        Report By
 QE1916  HISTORY     - 1971     MONUMENTED       OR1810
 QE1916  HISTORY     - 19961005 MARK NOT FOUND   USPSQD
 QE1916
 QE1916                          STATION DESCRIPTION
 QE1916
 QE1916'DESCRIBED BY CITY OF SALEM OREGON 1971 (LGH)
 QE1916'THE STATION IS ABOUT 2.5 MILES NORTHWEST OF SALEM IN THE SE 1/4
 QE1916'SEC. 20, T7S R3W.
 QE1916'
 QE1916'TO REACH THE STATION FROM THE INTERSECTION OF WALLACE ROAD AND
 QE1916'EDGEWATER STREET GO NORTHWESTERLY ON WALLACE ROAD 0.4 MILE TO THE
 QE1916'INTERSECTION OF GLEN CREEK ROAD AND TURN LEFT ON GLEN CREEK ROAD
 QE1916'AND GO 1.38 MILES TO THE INTERSECTION OF GLEN CREEK ROAD AND BURLY
 QE1916'ROAD, TURN LEFT ON BURLY ROAD AND GO 0.22 MILE TO STATION ON THE
 QE1916'RIGHT SIDE OF ROAD.
 QE1916'
 QE1916'THE STATION MARK IS A CITY OF SALEM BRASS DISK STAMPED BEAVER 1971,
 QE1916'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE POST AND IS ABOUT
 QE1916'LEVEL WITH THE GROUND SURFACE.  THE STATION IS 25.5 FEET SOUTH OF
 QE1916'BEAVERS MAIL BOX, 43.5 FEET WESTERLY FROM THE FACE OF A 6 FOOT
 QE1916'DIA. FIR TREE AND 44.5 FEET NORTH FROM A POWER POLE NUMBER
 QE1916'C 73-20,626, AND 3 FEET E OF A METAL WITNESS POST.  THE
 QE1916'UNDERGROUND MARK IS AN ALUMINUM CAP ON AN IRON ROD SET IN A 6 INCH
 QE1916'CYLINDRICAL CONCRETE POST ABOUT 36 INCHES BELOW THE GROUND
 QE1916'SURFACE.
 QE1916'
 QE1916'HEIGHT OF LIGHT ABOVE STATION MARK 1.69 METERS.
 QE1916
 QE1916                          STATION RECOVERY (1996)
 QE1916
 QE1916'RECOVERY NOTE BY US POWER SQUADRON 1996
 QE1916'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AJ1975 ***********************************************************************
 AJ1975  DESIGNATION -  BEAVER
 AJ1975  PID         -  AJ1975
 AJ1975  STATE/COUNTY-  OR/TILLAMOOK
 AJ1975  USGS QUAD   -  BEAVER (1985)
 AJ1975
 AJ1975                         *CURRENT SURVEY CONTROL
 AJ1975  ___________________________________________________________________
 AJ1975* NAD 83(2007)-  45 16 22.95839(N)    123 49 57.58647(W)     ADJUSTED  
 AJ1975* NAVD 88     -        25.7    (meters)      84.     (feet)  GPS OBS   
 AJ1975  ___________________________________________________________________
 AJ1975  EPOCH DATE  -        2007.00
 AJ1975  X           -  -2,503,282.118 (meters)                     COMP
 AJ1975  Y           -  -3,734,750.728 (meters)                     COMP
 AJ1975  Z           -   4,508,756.576 (meters)                     COMP
 AJ1975  LAPLACE CORR-          15.07  (seconds)                    DEFLEC99
 AJ1975  ELLIP HEIGHT-           3.529 (meters)          (02/10/07) ADJUSTED
 AJ1975  GEOID HEIGHT-         -22.12  (meters)                     GEOID03
 AJ1975
 AJ1975  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ1975  Type    PID    Designation                      North   East  Ellip
 AJ1975  -------------------------------------------------------------------
 AJ1975  NETWORK AJ1975 BEAVER                            0.86   0.61   2.43
 AJ1975  -------------------------------------------------------------------
 AJ1975
 AJ1975.The horizontal coordinates were established by GPS observations
 AJ1975.and adjusted by the National Geodetic Survey in February 2007.
 AJ1975
 AJ1975.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ1975.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ1975.The horizontal coordinates are valid at the epoch date displayed above.
 AJ1975.The epoch date for horizontal control is a decimal equivalence
 AJ1975.of Year/Month/Day.
 AJ1975
 AJ1975.The orthometric height was determined by GPS observations and a
 AJ1975.high-resolution geoid model.
 AJ1975
 AJ1975.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ1975
 AJ1975.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1975
 AJ1975.The ellipsoidal height was determined by GPS observations
 AJ1975.and is referenced to NAD 83.
 AJ1975
 AJ1975.The geoid height was determined by GEOID03.
 AJ1975
 AJ1975;                    North         East     Units Scale Factor Converg.
 AJ1975;SPC OR N     -   183,895.614 2,238,582.394   MT  0.99989624   -2 21 48.5
 AJ1975;SPC OR N     -   603,332.07  7,344,430.43   iFT  0.99989624   -2 21 48.5
 AJ1975;UTM  10      - 5,013,620.052   434,685.888   MT  0.99965245   -0 35 29.8
 AJ1975
 AJ1975!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1975!SPC OR N     -   0.99999945  x   0.99989624  =   0.99989569
 AJ1975!UTM  10      -   0.99999945  x   0.99965245  =   0.99965190
 AJ1975
 AJ1975                          SUPERSEDED SURVEY CONTROL
 AJ1975
 AJ1975  NAD 83(1998)-  45 16 22.95540(N)    123 49 57.58883(W) AD(       ) B
 AJ1975  ELLIP H (07/03/01)    3.536  (m)                       GP(       ) 5 1
 AJ1975  NAD 83(1998)-  45 16 22.95543(N)    123 49 57.58865(W) AD(1997.00) B
 AJ1975  ELLIP H (02/07/01)    3.535  (m)                       GP(       ) 3 1
 AJ1975
 AJ1975.Superseded values are not recommended for survey control.
 AJ1975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1975.See file dsdata.txt to determine how the superseded data were derived.
 AJ1975
 AJ1975_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR3468613620(NAD 83)
 AJ1975_MARKER: I = METAL ROD
 AJ1975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1975_STAMPING: BEAVER 1999
 AJ1975_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ1975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ1975+STABILITY: SURFACE MOTION
 AJ1975_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ1975+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ1975
 AJ1975  HISTORY     - Date     Condition        Report By
 AJ1975  HISTORY     - 1999     MONUMENTED       OR-057
 AJ1975
 AJ1975                          STATION DESCRIPTION
 AJ1975
 AJ1975'DESCRIBED BY TILLAMOOK COUNTY OREGON 1999 (AED)
 AJ1975'THE STATION IS LOCATED ABOUT 25.0 KM (15.55 MI) SOUTH OF TILLAMOOK, ON
 AJ1975'THE SOUTH EDGE OF THE COMMUNITY OF BEAVER, ON THE NORTH EDGE OF A
 AJ1975'LARGE OPEN PASTURE, ON THE EAST BANK OF THE NESTUCCA RIVER.
 AJ1975'OWNERSHIP--TILLAMOOK COUNTY RIGHT-OF-WAY.  TO REACH THE STATION FORM
 AJ1975'THE JUNCTION OF U.S.  HIGHWAY 101 AND STATE HIGHWAY 6 IN TILLAMOOK, GO
 AJ1975'SOUTH ON HIGHWAY 101 FOR 23.3 KM (14.45 MI) TO THE JUNCTION OF
 AJ1975'BEAVER-BLAINE COUNTY ROAD ON THE LEFT IN BEAVER.  TURN LEFT, EAST, ON
 AJ1975'BEAVER-BLAINE ROAD FOR 1.0 KM (0.60 MI) TO THE JUNCTION OF BIXBY
 AJ1975'COUNTY ROAD ON THE RIGHT.  TURN RIGHT, SOUTH THEN WESTERLY, ON BIXBY
 AJ1975'ROAD FOR 2.1 KM (1.30 MI) TO THE STATION ON THE LEFT ACROSS FROM
 AJ1975'PRIVATE DRIVEWAY ON THE RIGHT.  THE STATION IS THE CENTER OF A DRILL
 AJ1975'HOLE IN TOP OF A 1 CM DIAMETER STAINLESS STEEL ROD PROTECTED BY A 10
 AJ1975'CM BLACK PVC SEWER CLEAN OUT WITH SCREW CAP EMBEDDED IN A ROUND
 AJ1975'CONCRETE MONUMENT WITH BRASS NAME PLATE STAMPED -- BEAVER 1999 -- AND
 AJ1975'FLUSH WITH THE GROUND.  IT IS 88.0 M (288.7 FT) EAST FROM THE END OF
 AJ1975'ROAD AND SCHOOL BUS TURN-AROUND, 27.4 M (89.9 FT) EAST-SOUTHEAST FROM
 AJ1975'AND ACROSS THE ROAD FORM TELEPHONE CABLE ACCESS PEDESTAL NUMBER
 AJ1975'060500-02, 23.3 M (76.4 FT) EAST FROM A UTILITY POLE, 8.2 M (26.9 FT)
 AJ1975'SOUTH FROM CENTER OF BIXBY ROAD, 0.3 M (1.0 FT) NORTH FROM THE
 AJ1975'RIGHT-OF-WAY FENCE, AND 0.7 M (2.3 FT) EAST FROM A SMALL WHITE METAL
 AJ1975'PADDLE SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB1252 ***********************************************************************
 QB1252  CBN         -  This is a Cooperative Base Network Control Station.
 QB1252  DESIGNATION -  BEAVER 2
 QB1252  PID         -  QB1252
 QB1252  STATE/COUNTY-  OR/BAKER
 QB1252  USGS QUAD   -  DOOLEY MTN (1993)
 QB1252
 QB1252                         *CURRENT SURVEY CONTROL
 QB1252  ___________________________________________________________________
 QB1252* NAD 83(2007)-  44 35 57.79909(N)    117 47 02.89290(W)     ADJUSTED  
 QB1252* NAVD 88     -      1951.9    (meters)    6404.     (feet)  VERTCON   
 QB1252  ___________________________________________________________________
 QB1252  EPOCH DATE  -        2007.00
 QB1252  X           -  -2,121,102.338 (meters)                     COMP
 QB1252  Y           -  -4,025,729.798 (meters)                     COMP
 QB1252  Z           -   4,457,117.376 (meters)                     COMP
 QB1252  LAPLACE CORR-           1.94  (seconds)                    DEFLEC99
 QB1252  ELLIP HEIGHT-        1934.797 (meters)          (02/10/07) ADJUSTED
 QB1252  GEOID HEIGHT-         -16.99  (meters)                     GEOID03
 QB1252
 QB1252  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 QB1252  Type    PID    Designation                      North   East  Ellip
 QB1252  -------------------------------------------------------------------
 QB1252  NETWORK QB1252 BEAVER 2                          1.14   1.18   5.41
 QB1252  -------------------------------------------------------------------
 QB1252
 QB1252.The horizontal coordinates were established by GPS observations
 QB1252.and adjusted by the National Geodetic Survey in February 2007.
 QB1252
 QB1252.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 QB1252.See www.ngs.noaa.gov/NationalReadjustment for more information.
 QB1252.The horizontal coordinates are valid at the epoch date displayed above.
 QB1252.The epoch date for horizontal control is a decimal equivalence
 QB1252.of Year/Month/Day.
 QB1252
 QB1252.The NAVD 88 height was computed by applying the VERTCON shift value to
 QB1252.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QB1252
 QB1252.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QB1252
 QB1252.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB1252
 QB1252.The ellipsoidal height was determined by GPS observations
 QB1252.and is referenced to NAD 83.
 QB1252
 QB1252.The geoid height was determined by GEOID03.
 QB1252
 QB1252;                    North         East     Units Scale Factor Converg.
 QB1252;SPC OR N     -   107,269.882 2,715,571.381   MT  0.99994362   +1 55 33.8
 QB1252;SPC OR N     -   351,935.31  8,909,354.92   iFT  0.99994362   +1 55 33.8
 QB1252;UTM  11      - 4,938,748.134   437,768.843   MT  0.99964762   -0 33 02.1
 QB1252
 QB1252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QB1252!SPC OR N     -   0.99969673  x   0.99994362  =   0.99964036
 QB1252!UTM  11      -   0.99969673  x   0.99964762  =   0.99934445
 QB1252
 QB1252|---------------------------------------------------------------------|
 QB1252| PID    Reference Object                     Distance      Geod. Az  |
 QB1252|                                                           dddmmss.s |
 QB1252| CD6768 BEAVER 2 RM 3                        11.700 METERS 01256     |
 QB1252| CD6766 BEAVER 2 RM 1                        14.995 METERS 06623     |
 QB1252| CD6767 BEAVER 2 RM 2                        12.485 METERS 15126     |
 QB1252| CD6765 BEAVER 2 AZ MK                                     1993225.4 |
 QB1252| QB1253 DOOLEY MOUNTAIN LOOKOUT HOUSE       APPROX. 9.1 KM 2520912.8 |
 QB1252| QB1257 COYOTE POINT AIRWAY BEACON          APPROX.37.5 KM 3443616.1 |
 QB1252|---------------------------------------------------------------------|
 QB1252
 QB1252                          SUPERSEDED SURVEY CONTROL
 QB1252
 QB1252  NAD 83(1998)-  44 35 57.79844(N)    117 47 02.89193(W) AD(       ) B
 QB1252  ELLIP H (07/03/01) 1934.808  (m)                       GP(       ) 5 1
 QB1252  NAD 83(1991)-  44 35 57.79705(N)    117 47 02.89027(W) AD(       ) B
 QB1252  ELLIP H (02/25/91) 1934.908  (m)                       GP(       ) 4 1
 QB1252  NAD 83(1986)-  44 35 57.79475(N)    117 47 02.87468(W) AD(       ) 1
 QB1252  NAD 27      -  44 35 58.21974(N)    117 46 59.09604(W) AD(       ) 1
 QB1252  NGVD 29 (02/25/91) 1950.7    (m)         6400.     (f) GPS OBS     3  
 QB1252
 QB1252.Superseded values are not recommended for survey control.
 QB1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB1252.See file dsdata.txt to determine how the superseded data were derived.
 QB1252
 QB1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK3776938748(NAD 83)
 QB1252_MARKER: DS = TRIANGULATION STATION DISK
 QB1252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB1252_SP_SET: CONCRETE POST
 QB1252_STAMPING: BEAVER NO 2 1946
 QB1252_MARK LOGO: CGS   
 QB1252_MAGNETIC: N = NO MAGNETIC MATERIAL
 QB1252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB1252_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QB1252+SATELLITE: SATELLITE OBSERVATIONS - December 05, 1989
 QB1252
 QB1252  HISTORY     - Date     Condition        Report By
 QB1252  HISTORY     - 1946     MONUMENTED       CGS
 QB1252  HISTORY     - 1946     GOOD             CGS
 QB1252  HISTORY     - 1952     SEE DESCRIPTION  LOCENG
 QB1252  HISTORY     - 1968     SEE DESCRIPTION  USGS
 QB1252  HISTORY     - 1970     SEE DESCRIPTION  NGS
 QB1252  HISTORY     - 19880607 GOOD             NGS
 QB1252  HISTORY     - 19890503 GOOD             NGS
 QB1252  HISTORY     - 19891205 GOOD             NGS
 QB1252
 QB1252                          STATION DESCRIPTION
 QB1252
 QB1252'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 QB1252'THE STATION IS LOCATED ON THE HIGHEST POINT OF A BARE, OVAL-SHAPED
 QB1252'MOUNTAIN.  IT IS ABOUT 13 MILES AIR LINE SOUTHEAST OF BAKER, 5.6
 QB1252'MILES EAST OF STATE HIGHWAY 7 AND THE SUMMIT OF DIXIE MOUNTAIN
 QB1252'PASS, 19 PACES WEST OF THE NORTHWEST LEG OF THE FOREST SERVICE
 QB1252'OBSERVATION TOWER, SET IN A CONCRETE POST WHICH PROJECTS 6 INCHES
 QB1252'AND IS STAMPED BEAVER NO 2 1946.
 QB1252'
 QB1252'REFERENCE MARK NO. 1 IS APPROXIMATELY 2 FEET LOWER THAN THE
 QB1252'STATION, 3 FEET NORTHWEST OF THE NORTHWEST LEG OF THE FOREST
 QB1252'SERVICE OBSERVATION TOWER, SET IN A DEPRESSION IN A BOULDER FLUSH
 QB1252'WITH THE GROUND AND IS STAMPED BEAVER NO 2 NO 1 1946.
 QB1252'
 QB1252'REFERENCE MARK NO. 2 IS APPROXIMATELY 8 INCHES LOWER THAN THE
 QB1252'STATION, SET IN A CONCRETE POST WHICH PROJECTS 4 INCHES AND IS
 QB1252'STAMPED BEAVER NO 2 NO 2 1946.
 QB1252'
 QB1252'AZIMUTH MARK IS 11 PACES WEST OF A TELEPHONE LINE, 18 INCHES
 QB1252'NORTHEAST OF A WHITE POST, SET IN A CONCRETE POST WHICH PROJECTS
 QB1252'4 INCHES AND IS STAMPED BEAVER NO 2 1946.
 QB1252'
 QB1252'TO REACH FROM BAKER, GO SOUTH ON STATE HIGHWAY 7 FOR 15.4 MILES
 QB1252'TO SUMMIT OF DIXIE MOUNTAIN PASS AND INTERSECTION OF THREE DIRT
 QB1252'ROADS ON LEFT.  TURN LEFT (E) ON CENTER ROAD CROSSING CATTLE GUARD,
 QB1252'AND GO 2.5 MILES TO A ROAD LEFT.  CONTINUE STRAIGHT AHEAD ON THE
 QB1252'MAIN TRAVELED ROAD FOR 2.3 MILES TO A Y INTERSECTION.  TAKE LEFT
 QB1252'FORK FOR 0.8 MILE TO SUMMIT OF MOUNTAIN AND STATION AS
 QB1252'DESCRIBED.  ADRIVE STATION.
 QB1252
 QB1252                          STATION RECOVERY (1946)
 QB1252
 QB1252'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 QB1252'RECOVERED IN GOOD CONDITION.
 QB1252
 QB1252                          STATION RECOVERY (1952)
 QB1252
 QB1252'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1952 (LGH)
 QB1252'LETTER OF MR. L. G. HASKELL, CHIEF ENGR., SALT LAKE PIPE LINE
 QB1252'CO., SALT LAKE CITY, UTAH DATED OCTOBER 13, 1952--
 QB1252'
 QB1252'REFERENCE MARK NO. 2 WAS DESTROYED DUE TO CONSTRUCTION OF A
 QB1252'RADIO RELAY STATION ON BALD RIDGE.
 QB1252'
 QB1252'REFERENCE MARK DISK STAMPED BEAVER NO 2 NO 1 1946 RECEIVED AT
 QB1252'THIS OFFICE 11/6/52.
 QB1252
 QB1252                          STATION RECOVERY (1968)
 QB1252
 QB1252'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (JJW)
 QB1252'ALL MARKS WERE FOUND AS DESCRIBED AND IN GOOD CONDITION EXCEPT FOR
 QB1252'RM 1 WHICH WAS DESTROYED.
 QB1252'
 QB1252'LOCATED ABOUT 13 MI. S. OF BAKER AND 8 MI. N. OF BRIDGEPORT, ON
 QB1252'THE NORTHERN AND HIGHEST OF TWO GRASSY KNOBS KNOWN AS BEAVER
 QB1252'RIDGE.  STATION IS 0.5 MI. N. OF A LARGE RADAR DOME.
 QB1252'
 QB1252'TO REACH FROM THE POST OFFICE AT BAKER, GO S. 15.4 MI. ALONG
 QB1252'STATE HIGHWAY 7 TO SUMMIT OF DOOLEY MTN..  TURN LEFT ONTO GRAVEL
 QB1252'RD. LEADING TO RADAR INSTALLATIONS AND GO 2.5 MI. TO A
 QB1252'CROSSROAD.  CONTINUE ON MAIN RD. FOR 1.7 MI. TO A Y-RD. POSTED
 QB1252'EAST END DIVIDE.  TAKE LEFT FORK AND CONTINUE N. 0.8 MI. TO TOP
 QB1252'OF RIDGE TO STEEL FENCE AND LOCKED GATE AND STATON.  STATION IS
 QB1252'INSIDE THIS STEEL FENCE ENCLOSURE AND PERMISSION TO ENTER THE
 QB1252'RESTRICTED AREA MUST BE OBTAINED FROM THE BAKER AIR FORCE
 QB1252'BASE.
 QB1252'
 QB1252'REFERENCE MARK NO. 3--A STANDARD USGS REFERENCE MARK STAMPED
 QB1252'NO 3 1968 SET IN A CONCRETE POST, AND IS 1.8 FT. BELOW STATION MARK.
 QB1252
 QB1252                          STATION RECOVERY (1970)
 QB1252
 QB1252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 QB1252'THE STATION MARK, REFERENCE MARK NO. 2, AND THE AZIMUTH MARK WERE
 QB1252'RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 1 HAD BEEN
 QB1252'DESTROYED.  REFERENCE MARK NO. 3 WAS ESTABLISHED.  LANDMARKS HAVE
 QB1252'CHANGED.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 QB1252'
 QB1252'THE STATION IS 13 MILES SOUTH OF BAKER, AND 3/4 MILE NORTHEAST OF
 QB1252'THE BAKER RADAR DOME ON A BARE ROCKY RIDGE OF GOVERNMENT OWNED LAND.
 QB1252'
 QB1252'TO REACH THE STATION FROM THE BAKER POST OFFICE GO SOUTH ON
 QB1252'STATE HIGHWAY 7 FOR 16.9 MILES TO A CROSSROAD ON THE SUMMIT OF
 QB1252'DOOLEY MOUNTAIN, AND SIGN, BAKER AFB, TURN LEFT AS PER SIGN, AND
 QB1252'GO EAST ON THE DIRT ROAD FOR 2.4 MILES TO THE JUNCTION OF FIVE
 QB1252'ROADS, CONTINUE STRAIGHT AHEAD, EASTERLY, FOR 1.9 MILES TO A
 QB1252'FORK, TAKE THE LEFT FORK AS PER SIGN, RADAR STATION, AND GO
 QB1252'NORTHWEST 0.8 MILE TO A GATE, PASS THRU THE GATE, AND GO NORTH
 QB1252'ON THE MACADAM ROAD FOR 0.5 MILE TO THE AZIMUTH MARK ON THE RIGHT,
 QB1252'CONTINUE NORTHEAST FOR 0.25 MILE TO THE CINDER BLOCK
 QB1252'BUILDING, AND THE STATION.
 QB1252'
 QB1252'THE STATION MARK, STAMPED BEAVER NO 2 1946, IS A STANDARD DISK
 QB1252'SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 5 INCHES,
 QB1252'79 FEET SOUTH OF THE EAST-WEST FENCE LINE, 63 FEET SOUTHWEST OF
 QB1252'THE NORTHWEST CORNER OF THE CINDER BLOCK BUILDING, 25 FEET WEST
 QB1252'OF THE EDGE OF THE CUT, AND 2 FEET SOUTH OF A METAL WITNESS
 QB1252'POST.  (NOTE 1A)
 QB1252'
 QB1252'REFERENCE MARK NO. 2, STAMPED BEAVER NO 2 NO 2 1946, IS A
 QB1252'STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT
 QB1252'PROJECTS 2 INCHES, 64 FEET SOUTH-SOUTHWEST OF THE NORTHWEST CORNER
 QB1252'OF THE CINDER BLOCK BUILDING, 42 FEET SOUTH-SOUTHEAST OF THE
 QB1252'WITNESS POST, AND 5 FEET WEST OF THE EDGE OF THE CUT.  (NOTE 11A)
 QB1252'
 QB1252'REFERENCE MARK NO. 3, STAMPED NO 3 1968, IS A U.S. GEOLOGICAL
 QB1252'SURVEY DISK SET IN A CYLINDRICAL CONCRETE MONUMENT THAT IS 6-INCHES
 QB1252'IN DIAMETER AND PROJECTS 3 INCHES, 59 FEET NORTHWEST OF THE
 QB1252'NORTHWEST CORNER OF THE CINDER BLOCK BUILDING, 41 FEET SOUTH OF
 QB1252'THE EAST-WEST FENCE LINE, AND 39 FEET NORTH OF THE WITNESS POST.
 QB1252'
 QB1252'THE AZIMUTH MARK, STAMPED BEAVER NO 2 1946, IS A STANDARD DISK
 QB1252'SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES,
 QB1252'200 FEET EAST OF THE MACADAM ROAD, 29 FEET SOUTHWEST OF THE
 QB1252'SOUTHWEST CORNER OF A CINDER BLOCK BUILDING, AND 2 FEET NORTHEAST
 QB1252'OF A WITNESS POST.  (NOTE 16A)
 QB1252'
 QB1252'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QB1252'13 MILES SOUTH OF BAKER.
 QB1252
 QB1252                          STATION RECOVERY (1988)
 QB1252
 QB1252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (LLR)
 QB1252'RECOVERED AS DESCRIBED.
 QB1252
 QB1252                          STATION RECOVERY (1989)
 QB1252
 QB1252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 QB1252'THE STATION, REFERENCE MARKS 2 AND 3 WERE RECOVERED IN GOOD CONDITION.
 QB1252'THE AZIMUTH WAS NOT SEARCHED FOR.  A GUY WIRE FOR AN ANTENNA HOW
 QB1252'PASSES DIRECTLY OVER THE STATION MARK.  IT IS ABOUT 1.5 METERS ABOVE
 QB1252'THE MARK.  I DONT KNOW IF THIS WILL INTERFERE WITH GPS SIGNALS OR
 QB1252'NOT.  ALSO THE TOP OF THE HILL HAS SEVERAL ANTENNAS.  AGAIN I DONT
 QB1252'KNOW IF THEY WILL POSE A PROBLEM FOR GPS OR NOT.  A NEW TO REACH
 QB1252'DESCRIPTION FOLLOWS.
 QB1252'TO REACH FROM THE INTERSECTION OF HIGHWAYS 7 AND 30 IN BAKER GO SOUTH
 QB1252'ON HIGHWAY 7 FOR 15.1 KM (9.4 MI) TO A ROAD FORK, TURN LEFT ONTO
 QB1252'HIGHWAY 245 AND GO 12.5 KM (7.8 MI) TO HIGHWAY SUMMIT, TURN LEFT
 QB1252'ACROSS CATTLE GUARD AND GO 2.1 KM (1.3 MI) TO A ROAD FORK, KEEP RIGHT
 QB1252'AND GO 1.9 KM (1.2 MI) TO A 5 WAY FORK, CONTINUE STRAIGHT AHEAD ON RD
 QB1252'11 FOR 3.1 KM (1.9 MI) TO A ROAD FORK, KEEP RIGHT AND GO DOWNHILL
 QB1252'0.32 KM (0.20 MI) TO A CATTLE GUARD, CONTINUE 0.5 KM (0.3 MI) TO A
 QB1252'ROAD FORK, KEEP LEFT AND GO UPHILL 0.64 KM (0.40 MI) TO A CROSSROADS,
 QB1252'CONTINUE STRAIGHT AHEAD 0.64 KM (0.40 MI) TO TOP OF HILL AND A
 QB1252'BUILDING.  THE STATION IS ABOUT 75 METERS NNW ON HIGHEST PART OF
 QB1252'HILL.
 QB1252
 QB1252                          STATION RECOVERY (1989)
 QB1252
 QB1252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 QB1252'THE STATION IS LOCATED ABOUT 49 KM (30.45 MI) WEST OF THE JUNCTION OF
 QB1252'STATE HIGHWAY 7 AND U.S. HIGHWAY 26 AND 27.7 KM (17.20 MI) SOUTH OF
 QB1252'BAKER.  OWNERSHIP--(ASSUMED) U.S. FOREST SERVICE.
 QB1252'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS 7 AND 30, IN
 QB1252'BAKER, GO SOUTH ON HIGHWAY 7 FOR 15.1 KM (9.40 MI) TO A ROAD FORK.
 QB1252'BEAR LEFT ONTO HIGHWAY 245 AND GO 12.5 KM (7.75 MI) TO DOOLEY MTN
 QB1252'SUMMIT AND SIDE ROAD LEFT.  TURN LEFT ONTO FOREST SERVICE ROAD 11, TO
 QB1252'EBELL CREEK, CROSS CATTLE GUARD AND GO FOR 1.9 KM (1.20 MI) TO FOREST
 QB1252'SERVICE ROAD 1120, TRAIL CREEK ROAD.  CONTINUE AHEAD ON FOREST SERVICE
 QB1252'ROAD 11 FOR 1.9 KM (1.20 MI) TO A 5 WAY FORK.  CONTINUE STRAIGHT AHEAD
 QB1252'ON FOREST SERVICE ROAD 11 FOR 2.9 KM (1.80 MI) TO FOREST SERVICE ROAD
 QB1252'210.  CONTINUE AHEAD ON FOREST SERVICE ROAD 11 AND GO DOWNHILL 0.32 KM
 QB1252'(0.20 MI) TO A CATTLE GUARD.  CONTINUE AHEAD FOR 0.5 KM (0.30 MI) TO A
 QB1252'ROAD FORK, BEAR LEFT, LEAVING FOREST SERVICE ROAD 11, AND GO UPHILL
 QB1252'FOR 0.6 KM (0.35 MI) TO A CROSSROADS.  BEAR RIGHT ONTO FOREST SERVICE
 QB1252'ROAD 209 AND GO UPHILL FOR  0.64 KM (0.40 MI) TO TOP OF HILL AND A
 QB1252'BUILDING.  THE STATION IS ABOUT 26 M (85.3 FT) BEYOND THE BUILDING TO
 QB1252'THE WEST-NORTHWEST AND ON HIGHEST PART OF HILL.
 QB1252'LOCATED 25.9 M (85.0 FT) WEST-NORTHWEST OF THE BUILDING AND UNDERNEATH
 QB1252'GUY WIRES WHICH ARE ABOUT ONE METER ABOVE THE STATION.  NOTE - SETUP
 QB1252'REQUIRES USE OF 8-FOOT TRIPOD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1716 ***********************************************************************
 SC1716  DESIGNATION -  BEAVER ARMY TERMINAL TANK
 SC1716  PID         -  SC1716
 SC1716  STATE/COUNTY-  OR/COLUMBIA
 SC1716  USGS QUAD   -  OAK POINT (1985)
 SC1716
 SC1716                         *CURRENT SURVEY CONTROL
 SC1716  ___________________________________________________________________
 SC1716* NAD 83(1991)-  46 10 07.81536(N)    123 09 19.42565(W)     ADJUSTED  
 SC1716* NAVD 88     -              **(meters)            **(feet)            
 SC1716  ___________________________________________________________________
 SC1716  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 SC1716  GEOID HEIGHT-         -20.95  (meters)                     GEOID03
 SC1716  HORZ ORDER  -  THIRD
 SC1716
 SC1716.The horizontal coordinates were established by classical geodetic methods
 SC1716.and adjusted by the National Geodetic Survey in October 1991.
 SC1716
 SC1716
 SC1716.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1716
 SC1716.The geoid height was determined by GEOID03.
 SC1716
 SC1716;                    North         East     Units Scale Factor Converg.
 SC1716;SPC OR N     -   281,431.867 2,294,958.018   MT  1.00004733   -1 52 59.4
 SC1716;SPC OR N     -   923,332.90  7,529,389.82   iFT  1.00004733   -1 52 59.4
 SC1716;SPC WA S     -    96,317.279   294,981.667   MT  0.99994083   -1 55 43.9
 SC1716;SPC WA S     -   316,000.94    967,785.69   sFT  0.99994083   -1 55 43.9
 SC1716;UTM  10      - 5,112,818.521   488,003.979   MT  0.99960177   -0 06 43.6
 SC1716
 SC1716                          SUPERSEDED SURVEY CONTROL
 SC1716
 SC1716  NAD 83(1986)-  46 10 07.83125(N)    123 09 19.42278(W) AD(       ) 4
 SC1716  NAD 27      -  46 10 08.42961(N)    123 09 14.99813(W) AD(       ) 3
 SC1716
 SC1716.Superseded values are not recommended for survey control.
 SC1716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1716.See file dsdata.txt to determine how the superseded data were derived.
 SC1716
 SC1716_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS8800412819(NAD 83)
 SC1716_MARKER: 51 = TANK
 SC1716
 SC1716  HISTORY     - Date     Condition        Report By
 SC1716  HISTORY     - 1967     FIRST OBSERVED   CGS
 SC1716  HISTORY     - 1980     GOOD             NGS
 SC1716
 SC1716                          STATION DESCRIPTION
 SC1716
 SC1716'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 SC1716'THE TANK IS LOCATED ON LAND NOW OWNED BY THE PORTLAND GENERAL ELECTRIC
 SC1716'CO, PORT WESTWARD PLANT.
 SC1716'
 SC1716'THE STATION IS A 4 LEGGED, ELEVATED, WATER TANK PAINTED RED AND WHITE
 SC1716'IN A CHECKERED PATTERN, ABOUT 200 FEET HIGH.  IT IS LOCATED ABOUT 200
 SC1716'METERS SOUTH OF THE MAIN GATE INTO THE PLANT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2247 ***********************************************************************
 RC2247  DESIGNATION -  BEAVER BUTTE
 RC2247  PID         -  RC2247
 RC2247  STATE/COUNTY-  OR/WASCO
 RC2247  USGS QUAD   -  BEAVER BUTTE (1996)
 RC2247
 RC2247                         *CURRENT SURVEY CONTROL
 RC2247  ___________________________________________________________________
 RC2247* NAD 83(1991)-  45 03 35.92491(N)    121 35 16.43361(W)     ADJUSTED  
 RC2247* NAVD 88     -      1545.6    (meters)    5071.     (feet)  VERTCON   
 RC2247  ___________________________________________________________________
 RC2247  LAPLACE CORR-          -6.17  (seconds)                    DEFLEC99
 RC2247  GEOID HEIGHT-         -20.96  (meters)                     GEOID03
 RC2247  HORZ ORDER  -  FIRST
 RC2247
 RC2247.The horizontal coordinates were established by classical geodetic methods
 RC2247.and adjusted by the National Geodetic Survey in October 1991.
 RC2247
 RC2247.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC2247.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC2247
 RC2247.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2247
 RC2247.The geoid height was determined by GEOID03.
 RC2247
 RC2247;                    North         East     Units Scale Factor Converg.
 RC2247;SPC OR N     -   155,403.413 2,414,323.677   MT  0.99989638   -0 46 17.5
 RC2247;SPC OR N     -   509,853.72  7,921,009.44   iFT  0.99989638   -0 46 17.5
 RC2247;UTM  10      - 4,990,583.241   611,179.037   MT  0.99975199   +0 59 58.8
 RC2247
 RC2247!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2247!SPC OR N     -   0.99976101  x   0.99989638  =   0.99965742
 RC2247!UTM  10      -   0.99976101  x   0.99975199  =   0.99951306
 RC2247
 RC2247:                Primary Azimuth Mark                     Grid Az
 RC2247:SPC OR N     -  FOREMAN POINT LOOKOUT TOWER              079 07 34.4
 RC2247:UTM  10      -  FOREMAN POINT LOOKOUT TOWER              077 21 18.1
 RC2247
 RC2247|---------------------------------------------------------------------|
 RC2247| PID    Reference Object                     Distance      Geod. Az  |
 RC2247|                                                           dddmmss.s |
 RC2247| RC2227 FOREMAN POINT LOOKOUT TOWER         APPROX.15.0 KM 0782116.9 |
 RC2247| RC2248 BEAVER BUTTE LOOKOUT HOUSE            4.986 METERS 21231     |
 RC2247| CF4083 BEAVER BUTTE RM 1                     8.110 METERS 25711     |
 RC2247| RC2251 MOUNT WILSON                        APPROX. 5.6 KM 2772914.9 |
 RC2247| CF4084 BEAVER BUTTE RM 2                     4.593 METERS 32426     |
 RC2247|---------------------------------------------------------------------|
 RC2247
 RC2247                          SUPERSEDED SURVEY CONTROL
 RC2247
 RC2247  NAD 83(1986)-  45 03 35.94087(N)    121 35 16.43859(W) AD(       ) 1
 RC2247  NAD 27      -  45 03 36.52200(N)    121 35 12.16300(W) AD(       ) 1
 RC2247  NGVD 29 (07/19/86) 1544.5    (m)         5067.     (f) VERT ANG    3  
 RC2247
 RC2247.Superseded values are not recommended for survey control.
 RC2247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2247.See file dsdata.txt to determine how the superseded data were derived.
 RC2247
 RC2247_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ1117990583(NAD 83)
 RC2247_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RC2247_SETTING: 66 = SET IN ROCK OUTCROP
 RC2247
 RC2247  HISTORY     - Date     Condition        Report By
 RC2247  HISTORY     - 1947     MONUMENTED       CGS
 RC2247  HISTORY     - 1955     GOOD             USGS
 RC2247  HISTORY     - 1958     GOOD             USGS
 RC2247  HISTORY     - 1976     SEE DESCRIPTION  NGS
 RC2247
 RC2247                          STATION DESCRIPTION
 RC2247
 RC2247'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (WRH)
 RC2247'THE STATION IS ON THE HIGHEST POINT OF BEAVER BUTTE WHICH IS
 RC2247'LOCATED ABOUT 5 MILES SOUTHWEST OF THE BEAR SPRINGS RANGER STATION
 RC2247'AND 8-1/2 MILES EAST SOUTHEAST OF THE CLACKAMAS RANGER STATION.
 RC2247'
 RC2247'THE STATION MARK IS A STANDARD STATION MARK DISK THAT IS SET IN
 RC2247'THE TOP OF A LARGE ROCK OUTCROP THAT IS LOCATED 7 FEET NORTH OF
 RC2247'THE NORTHEAST LEG OF THE BEAVER BUTTE LOOKOUT TOWER.  IT IS
 RC2247'CEMENTED IN A DRILL HOLE AND IS STAMPED BEAVER BUTTE 1947.
 RC2247'
 RC2247'REFERENCE MARK NUMBER 1 IS A STANDARD DISK REFERENCE MARK THAT IS
 RC2247'SET IN A DRILL HOLE IN OUTCROPPING BEDROCK, PROJECTING ABOUT 2
 RC2247'FEET ABOVE THE GROUND.  IT IS 8 FEET WEST OF THE NORTHWEST LEG OF
 RC2247'THE LOOKOUT TOWER AND IS STAMPED BEAVER BUTTE NO 1 1947.
 RC2247'
 RC2247'REFERENCE MARK NUMBER 2 IS A STANDARD REFERENCE MARK DISK THAT
 RC2247'IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK, LOCATED 26 FEET
 RC2247'NORTH OF THE CENTER OF THE BEAVER BUTTE LOOKOUT TOWER.  THE MARK
 RC2247'IS STAMPED BEAVER BUTTE NO 2 1947.
 RC2247'
 RC2247'TO REACH THE STATION FROM THE BEAR SPRINGS RANGER STATION, 21
 RC2247'MILES SOUTHEAST OF THE TOWN OF GOVERNMENT CAMP, GO WEST AND
 RC2247'SOUTHWEST THROUGH THE CAMPING GROUNDS ON THE MT. WILSON-BEAVER
 RC2247'BUTTE ROAD FOR 10.0 MILES TO A CROSSROADS AND SIGNS MT. WILSON 1
 RC2247'AND BEAVER BUTTE 3.  TURN LEFT AS PER SIGN BEAVER BUTTE AND GO
 RC2247'3.0 MILES TO THE TOP OF BEAVER BUTTE, THE LOOKOUT AND THE
 RC2247'STATION.
 RC2247'
 RC2247'MT WILSON CAN BE USED AS AN AZIMUTH MARK.
 RC2247'
 RC2247'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 RC2247
 RC2247                          STATION RECOVERY (1955)
 RC2247
 RC2247'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 RC2247'RECOVERED AS DESCRIBED BY NGS.  ALL MARKS IN GOOD CONDITION.  NEW
 RC2247'TO REACH FOLLOWS.
 RC2247'
 RC2247'TO REACH FROM GOVERNMENT CAMP, DRIVE 2.9 MI SE. ON U.S. HWY. 26
 RC2247'TO JCT. WITH STATE HWY. 35, CONTINUE ON U.S. HWY. 26 13.5 MI TO
 RC2247'JCT. WITH STATE HWY. 52, CONTINUE ON U.S. HWY. 26 4.8 MI TO DIRT
 RC2247'RD. RIGHT AND SIGN BEAVER BUTTE LO.  TURN RIGHT 0.8 MI W. TO RD.
 RC2247'FORKS.  KEEP RIGHT 5.5 MI TO T-RD.  TURN LEFT 3.1 MI TO LO AND
 RC2247'STATION.
 RC2247
 RC2247                          STATION RECOVERY (1958)
 RC2247
 RC2247'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 RC2247'RECOVERED AS DESCRIBED BY NGS AND USGS.  ALL MARKS IN GOOD
 RC2247'CONDITION.
 RC2247'
 RC2247'1975 NOTE FROM NGS FORM 526--LOT HAS BEEN TORN DOWN.  NEW TO
 RC2247'REACH AVAILABLE.
 RC2247
 RC2247                          STATION RECOVERY (1976)
 RC2247
 RC2247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 RC2247'THE REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 RC2247'DISTANCE TO THE REFERENCE MARKS HAD BEEN ENTERED IN REVERSE.  A
 RC2247'DIFFERENCE WAS FOUND IN THE HORIZONTAL ANGLE BETWEEN THE
 RC2247'REFERENCE MARKS.  THE CEMENT HAD STARTED TO ERODE FROM THE STATION
 RC2247'MARK.  TO INSURE ITS PERMANENCY ADDITIONAL CEMENT WAS PLACED
 RC2247'AROUND THE STATION MARK.  A NEW AND COMPLETE DESCRIPTION
 RC2247'FOLLOWS.
 RC2247'
 RC2247'THE STATION IS ON GOVERNMENT OWNED LAND.
 RC2247'
 RC2247'TO REACH THE STATION FROM THE UNDER-CROSSING STRUCTURE AT THE
 RC2247'JUNCTION OF U.S. HIGHWAY 26, AND STATE HIGHWAY 35, GO SOUTHEAST
 RC2247'ON U.S. HIGHWAY 26 FOR 14.0 MILES TO THE JUNCTION WITH STATE
 RC2247'HIGHWAY 216, CONTINUE ON U.S. HIGHWAY 26 FOR 4.9 MILES TO A SIDE
 RC2247'ROAD RIGHT, 0.2 MILE AFTER PASSING MILEPOST NO. 76, AND THE SIGN
 RC2247'ON THE LEFT, MT. WILSON-BEAVER BUTTE LO.  TURN RIGHT AS PER
 RC2247'SIGN, AND GO SOUTHERLY ON FOREST SERVICE ROAD S 549 FOR 0.95
 RC2247'MILE TO A SIDE ROAD RIGHT, JUST AFTER CROSSING A SMALL STREAM,
 RC2247'CONTINUE STRAIGHT AHEAD ON FOREST SERVICE ROAD S 549 FOR 5.4
 RC2247'MILES TO A CROSSROAD, AND THE JUNCTION OF FOREST SERVICE
 RC2247'ROADS S 549, S 549A, AND S 549B.  TURN LEFT, AND GO SOUTHEAST ON
 RC2247'FOREST SERVICE ROAD S 549B FOR 2.2 MILES TO A SIDE ROAD LEFT,
 RC2247'WHERE THE ROAD STARTS TO DESCEND, AND A SIGN ON THE RIGHT,
 RC2247'BEAVER BUTTE LO 1, TURN LEFT, AND GO NORTHERLY, UPHILL FOR 0.8
 RC2247'MILE TO THE END OF THE ROAD, AND THE STATION.
 RC2247'
 RC2247'THE STATION MARK, STAMPED BEAVER BUTTE 1947, IS A STANDARD DISK
 RC2247'CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS 1 FOOT, 75 FEET
 RC2247'NORTH OF THE END OF THE ROAD, 8 FEET NORTH OF THE NORTHEAST
 RC2247'FOOTING FOR THE FORMER LOOKOUT TOWER, AND 3 FEET WEST OF A METAL
 RC2247'WITNESS POST.
 RC2247'
 RC2247'REFERENCE MARK NO. 1, STAMPED BEAVER BUTTE NO 1 1947, IS A
 RC2247'STANDARD DISK CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS
 RC2247'2-FEET.
 RC2247'
 RC2247'REFERENCE MARK NO. 2, STAMPED BEAVER BUTTE NO 2 1947, IS A
 RC2247'STANDARD DISK CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS
 RC2247'1-FOOT.
 RC2247'
 RC2247'TRIANGULATION STATION MT WILSON 1947 MAY BE USED FOR THE AZIMUTH
 RC2247'MARK.  SEE DESCRIPTION THEREOF.
 RC2247'
 RC2247'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RC2247'26 MILES SE OF GOVERNMENT CAMP.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2248 ***********************************************************************
 RC2248  DESIGNATION -  BEAVER BUTTE LOOKOUT HOUSE
 RC2248  PID         -  RC2248
 RC2248  STATE/COUNTY-  OR/WASCO
 RC2248  USGS QUAD   -  BEAVER BUTTE (1996)
 RC2248
 RC2248                         *CURRENT SURVEY CONTROL
 RC2248  ___________________________________________________________________
 RC2248* NAD 83(1991)-  45 03 35.78871(N)    121 35 16.55614(W)     ADJUSTED  
 RC2248* NAVD 88     -      1546.     (meters)    5072.     (feet)  SCALED    
 RC2248  ___________________________________________________________________
 RC2248  LAPLACE CORR-          -6.17  (seconds)                    DEFLEC99
 RC2248  GEOID HEIGHT-         -20.96  (meters)                     GEOID03
 RC2248  HORZ ORDER  -  THIRD
 RC2248
 RC2248.The horizontal coordinates were established by classical geodetic methods
 RC2248.and adjusted by the National Geodetic Survey in October 1991.
 RC2248
 RC2248.The orthometric height was scaled from a topographic map.
 RC2248
 RC2248.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2248
 RC2248.The geoid height was determined by GEOID03.
 RC2248
 RC2248;                    North         East     Units Scale Factor Converg.
 RC2248;SPC OR N     -   155,399.245 2,414,320.940   MT  0.99989638   -0 46 17.6
 RC2248;SPC OR N     -   509,840.04  7,921,000.46   iFT  0.99989638   -0 46 17.6
 RC2248;UTM  10      - 4,990,578.992   611,176.430   MT  0.99975198   +0 59 58.7
 RC2248
 RC2248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2248!SPC OR N     -   0.99976101  x   0.99989638  =   0.99965742
 RC2248!UTM  10      -   0.99976101  x   0.99975198  =   0.99951305
 RC2248
 RC2248                          SUPERSEDED SURVEY CONTROL
 RC2248
 RC2248  NAD 83(1986)-  45 03 35.80386(N)    121 35 16.56200(W) AD(       ) 4
 RC2248  NAD 27      -  45 03 36.38500(N)    121 35 12.28600(W) AD(       ) 3
 RC2248
 RC2248.Superseded values are not recommended for survey control.
 RC2248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2248.See file dsdata.txt to determine how the superseded data were derived.
 RC2248
 RC2248_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ1117690579(NAD 83)
 RC2248
 RC2248  HISTORY     - Date     Condition        Report By
 RC2248  HISTORY     - 1946     MONUMENTED       CGS
 RC2248  HISTORY     - 1947     SEE DESCRIPTION  CGS
 RC2248  HISTORY     - 1976     SEE DESCRIPTION  NGS
 RC2248
 RC2248                          STATION DESCRIPTION
 RC2248
 RC2248'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 RC2248'LOCATED ABOUT 13 MILES, BY ROAD, SOUTHEAST OF CLACKAMAS RANGER
 RC2248'STATION, AND 31 MILES SOUTHWEST OF BEAR SPRINGS.  IT IS A LOOKOUT
 RC2248'HOUSE 16 FEET SQUARE AND 14 FEET IN HEIGHT.  IT IS ON TOP OF A
 RC2248'BARE ROUNDED BUTTE NEAR THE NORTH BOUNDARY OF THE WARM SPRINGS
 RC2248'INDIAN RESERVATION.  THE POINT OBSERVED UPON WAS THE APEX OF
 RC2248'THE ROOF.  THIS STATION WAS NOT VISITED.
 RC2248
 RC2248                          STATION RECOVERY (1947)
 RC2248
 RC2248'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (WRH)
 RC2248'THE STATION IS THE BEAVER BUTTE U.S. FOREST SERVICE LOOKOUT HOUSE,
 RC2248'LOCATED ON BEAVER BUTTE, ABOUT 5 MILES SOUTH SOUTHWEST OF THE BEAR
 RC2248'SPRINGS GUARD STATION AND ABOUT 2 MILES SOUTH SOUTHEAST OF THE
 RC2248'TOWN OF GOVERNMENT CAMP.
 RC2248'
 RC2248'THE HOUSE IS ELEVATED ABOVE THE GROUND ABOUT 15 FEET ON A POLE
 RC2248'SUPPORT.  IT IS ABOUT 15 FEET SQUARE, PAINTED WHITE, AND HAS
 RC2248'A PEAKED ROOF.
 RC2248
 RC2248                          STATION RECOVERY (1976)
 RC2248
 RC2248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 RC2248'THE LOOKOUT TOWER HAS BEEN DESTROYED PRIOR TO 7/76.
 RC2248'
 RC2248'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RC2248'26 MILES SE OF GOVERNMENT CAMP.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0632 ***********************************************************************
 PB0632  FBN         -  This is a Federal Base Network Control Station.
 PB0632  DESIGNATION -  BEAVER MARSH
 PB0632  PID         -  PB0632
 PB0632  STATE/COUNTY-  OR/KLAMATH
 PB0632  USGS QUAD   -  CHEMULT (1967)
 PB0632
 PB0632                         *CURRENT SURVEY CONTROL
 PB0632  ___________________________________________________________________
 PB0632* NAD 83(2007)-  43 08 00.34001(N)    121 48 17.22050(W)     ADJUSTED  
 PB0632* NAVD 88     -      1414.158  (meters)    4639.62   (feet)  ADJUSTED  
 PB0632  ___________________________________________________________________
 PB0632  EPOCH DATE  -        2007.00
 PB0632  X           -  -2,457,445.428 (meters)                     COMP
 PB0632  Y           -  -3,962,714.978 (meters)                     COMP
 PB0632  Z           -   4,339,282.929 (meters)                     COMP
 PB0632  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 PB0632  ELLIP HEIGHT-        1392.530 (meters)          (02/10/07) ADJUSTED
 PB0632  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 PB0632  DYNAMIC HT  -        1413.377 (meters)    4637.05  (feet)  COMP
 PB0632
 PB0632  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 PB0632  Type    PID    Designation                      North   East  Ellip
 PB0632  -------------------------------------------------------------------
 PB0632  NETWORK PB0632 BEAVER MARSH                      0.57   0.47   1.47
 PB0632  -------------------------------------------------------------------
 PB0632  MODELED GRAV-     980,018.2   (mgal)                       NAVD 88
 PB0632
 PB0632  VERT ORDER  -  FIRST     CLASS II
 PB0632
 PB0632.The horizontal coordinates were established by GPS observations
 PB0632.and adjusted by the National Geodetic Survey in February 2007.
 PB0632
 PB0632.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 PB0632.See www.ngs.noaa.gov/NationalReadjustment for more information.
 PB0632.The horizontal coordinates are valid at the epoch date displayed above.
 PB0632.The epoch date for horizontal control is a decimal equivalence
 PB0632.of Year/Month/Day.
 PB0632
 PB0632.The orthometric height was determined by differential leveling
 PB0632.and adjusted in June 1991.
 PB0632
 PB0632.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PB0632
 PB0632.The Laplace correction was computed from DEFLEC99 derived deflections.
 PB0632
 PB0632.The ellipsoidal height was determined by GPS observations
 PB0632.and is referenced to NAD 83.
 PB0632
 PB0632.The geoid height was determined by GEOID03.
 PB0632
 PB0632.The dynamic height is computed by dividing the NAVD 88
 PB0632.geopotential number by the normal gravity value computed on the
 PB0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0632.degrees latitude (g = 980.6199 gals.).
 PB0632
 PB0632.The modeled gravity was interpolated from observed gravity values.
 PB0632
 PB0632;                    North         East     Units Scale Factor Converg.
 PB0632;SPC OR S     -   163,758.035 1,393,852.660   MT  0.99989480   -0 53 33.6
 PB0632;SPC OR S     -   537,263.89  4,573,007.41   iFT  0.99989480   -0 53 33.6
 PB0632;UTM  10      - 4,776,325.165   597,209.538   MT  0.99971625   +0 49 02.0
 PB0632
 PB0632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PB0632!SPC OR S     -   0.99978167  x   0.99989480  =   0.99967649
 PB0632!UTM  10      -   0.99978167  x   0.99971625  =   0.99949798
 PB0632
 PB0632|---------------------------------------------------------------------|
 PB0632| PID    Reference Object                     Distance      Geod. Az  |
 PB0632|                                                           dddmmss.s |
 PB0632| CD6769 BEAVER MARSH RM 1                    29.520 METERS 17730     |
 PB0632| PB0630 MARSH                               454.016 METERS 1842355.8 |
 PB0632| PB0631 MARSH RM A                          457.408 METERS 1873035.0 |
 PB0632| PB0374 T 61                                               1895927.7 |
 PB0632| PB0746 BEAVER MARSH AIRPORT BCN NEW         15.714 METERS 21630     |
 PB0632| PB0745 BEAVER MARSH AIRPORT BEACON          15.629 METERS 21644     |
 PB0632| CD6770 BEAVER MARSH RM 2                    23.266 METERS 31108     |
 PB0632|---------------------------------------------------------------------|
 PB0632
 PB0632                          SUPERSEDED SURVEY CONTROL
 PB0632
 PB0632  NAD 83(1998)-  43 08 00.33914(N)    121 48 17.22082(W) AD(       ) A
 PB0632  ELLIP H (04/24/00) 1392.537  (m)                       GP(       ) 3 1
 PB0632  NAD 83(1991)-  43 08 00.33708(N)    121 48 17.21915(W) AD(       ) B
 PB0632  ELLIP H (02/25/91) 1392.663  (m)                       GP(       ) 4 1
 PB0632  NAD 83(1986)-  43 08 00.34042(N)    121 48 17.23071(W) AD(       ) 1
 PB0632  NAD 27      -  43 08 00.86920(N)    121 48 13.14990(W) AD(       ) 1
 PB0632  NAVD 88 (05/25/95) 1414.16   (m)         4639.6    (f) LEVELING    3  
 PB0632  NGVD 29 (07/19/86) 1412.87   (m)         4635.4    (f) LEVELING    3  
 PB0632
 PB0632.Superseded values are not recommended for survey control.
 PB0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0632.See file dsdata.txt to determine how the superseded data were derived.
 PB0632
 PB0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN9721076325(NAD 83)
 PB0632_MARKER: DS = TRIANGULATION STATION DISK
 PB0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0632_SP_SET: CONCRETE POST
 PB0632_STAMPING: BEAVER MARSH 1953
 PB0632_MARK LOGO: CGS   
 PB0632_MAGNETIC: N = NO MAGNETIC MATERIAL
 PB0632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0632+STABILITY: SURFACE MOTION
 PB0632_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PB0632+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1997
 PB0632
 PB0632  HISTORY     - Date     Condition        Report By
 PB0632  HISTORY     - 1953     MONUMENTED       CGS
 PB0632  HISTORY     - 1953     GOOD             CGS
 PB0632  HISTORY     - 1971     SEE DESCRIPTION  NGS
 PB0632  HISTORY     - 19880708 GOOD             NGS
 PB0632  HISTORY     - 19890801 GOOD             LOCSUR
 PB0632  HISTORY     - 19931006 GOOD             BLM
 PB0632  HISTORY     - 19970130 GOOD             NGS
 PB0632  HISTORY     - 19971116 GOOD             NGS
 PB0632
 PB0632                          STATION DESCRIPTION
 PB0632
 PB0632'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (HSC)
 PB0632'THE STATION IS LOCATED AT THE BEAVER MARSH AIRPORT WHICH IS
 PB0632'WEST OF U.S. HIGHWAY 97 AT THE SMALL SETTLEMENT OF BEAVER MARSH.
 PB0632'
 PB0632'THE STATION MARK IS STAMPED BEAVER MARSH 1953.  IT IS A STANDARD
 PB0632'DISK SET IN A CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND
 PB0632'LEVEL, 51 FEET NORTHEAST OF THE AIRPORT BEACON, 45 FEET SOUTHWEST
 PB0632'OF A FENCE CORNER AND 33 FEET WEST NORTHWEST OF A WITNESS POST.
 PB0632'
 PB0632'REFERENCE MARK 1 IS STAMPED BEAVER MARSH NO 1 1953.  IT IS A
 PB0632'STANDARD DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 2 INCHES
 PB0632'AND IS IN FENCE LINE 25 FEET SOUTH OF A GATE.
 PB0632'
 PB0632'REFERENCE MARK 2 IS STAMPED BEAVER MARSH NO 2 1953.  IT IS A
 PB0632'STANDARD DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 2 INCHES
 PB0632'AND IS IN A FENCELINE.
 PB0632'
 PB0632'THE AZIMUTH MARK WHICH IS A STANDARD BENCH MARK IS SET IN A
 PB0632'SQUARE CONCRETE MONUMENT THAT PROJECTS 8 INCHES.  IT IS 30 FEET
 PB0632'EAST OF THE CENTER LINE OF U.S. HIGHWAY 97, 75 FEET NORTHEAST OF
 PB0632'HIGHWAY MARKER NO.214 AND 3 FEET SOUTHEAST OF A WITNESS
 PB0632'POST.  THE MARK IS STAMPED T 61 1931.
 PB0632'
 PB0632'HEIGHT OF LIGHT ABOVE STATION MARK 22.27 METERS.
 PB0632
 PB0632                          STATION RECOVERY (1953)
 PB0632
 PB0632'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 PB0632'RECOVERED IN GOOD CONDITION.
 PB0632
 PB0632                          STATION RECOVERY (1971)
 PB0632
 PB0632'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 PB0632'THE STATION MARK AND REFERENCE MARKS ONE AND TWO WERE RECOVERED
 PB0632'IN GOOD CONDITION AS DESCRIBED IN 1953.  U.S.C. AND G.S. BENCH
 PB0632'MARK T 61 USED AS THE AZIMUTH MARK IN 1953 WAS FOUND
 PB0632'DESTROYED.  TRIANGULATION STATION MARSH MAY NOW BE USED AS AN
 PB0632'AZIMUTH MARK.  DIRECTION BETWEEN THE REFERENCE MARKS COMPARED
 PB0632'FAVORABLY WITH THE 1953 DATUM.  A DISTANCE .011 METER LONGER WAS
 PB0632'NOTED TO REFERENCE MARK NUMBER ONE AND DOUBLE CHECKED IN THE
 PB0632'FIELD.  A COMPLETE DESCRIPTION FOLLOWS--
 PB0632'
 PB0632'THE STATION IS LOCATED ON THE STATE-OWNED AIRSTRIP IN THE SMALL
 PB0632'COMMUNITY OF BEAVER MARSH.
 PB0632'
 PB0632'TO REACH THE STATION GO WEST 0.1 MILE ON THE GRAVELED ROAD JUST
 PB0632'SOUTH OF MILLER CREEK, ALONG THE SOUTH SIDE OF SOME TRAILER HOMES,
 PB0632'TO THE AIRSTRIP AND THE MARK JUST NORTH OF THE ENTRANCE GATE.
 PB0632'
 PB0632'THE STATION MARK IS A STANDARD DISK STAMPED BEAVER MARSH 1953
 PB0632'CEMENTED IN THE TOP OF A 12-INCH DIAMETER CYLINDRICAL CONCRETE
 PB0632'MONUMENT SET FLUSH WITH THE GROUND SURFACE.  IT IS 63 FEET
 PB0632'NORTHWEST OF THE NORTH GATE POST OF THE ENTRANCE GATE, 51 FEET
 PB0632'NORTH OF THE CENTER OF THE AIRPORT BEACON TOWER, AND 45 FEET
 PB0632'SOUTHWEST OF A FENCE CORNER POST IN THE PROPERTY FENCE.
 PB0632'
 PB0632'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED BEAVER
 PB0632'MARSH NO 1 1953 CEMENTED IN THE TOP OF A 12-INCH SQUARE CONCRETE
 PB0632'MONUMENT FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 38 FEET
 PB0632'SOUTHEAST OF THE SOUTHEAST CORNER OF THE BEACON POWER HOUSE,
 PB0632'24.7 FEET SOUTH OF THE SOUTH GATE POST OF THE ENTRANCE GATE, AND
 PB0632'AT ABOUT THE SAME ELEVATION AS THE STATION.
 PB0632'
 PB0632'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED BEAVER
 PB0632'MARSH NO 2 1953 CEMENTED IN THE TOP OF A 10-INCH SQUARE CONCRETE
 PB0632'MONUMENT FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 87 FEET
 PB0632'NORTH-NORTHWEST OF THE NORTHWEST LEG OF THE BEACON TOWER AND 1
 PB0632'FOOT SOUTH OF THE EAST-WEST PROPERTY FENCE, AT ABOUT THE SAME
 PB0632'ELEVATION AS THE STATION.
 PB0632'
 PB0632'STATION MARSH WHICH MAY BE USED AS AN AZIMUTH MARK IS 0.3 MILE
 PB0632'SOUTH ON THE WEST SIDE OF U.S. HIGHWAY 97.  IT IS A STANDARD
 PB0632'TRIANGULATION STATION DISK STAMPED MARSH 1971 CEMENTED IN THE TOP
 PB0632'OF A 12-INCH DIAMETER CYLINDRICAL CONCRETE MONUMENT PROJECTING 3
 PB0632'INCHES ABOVE THE GROUND.  IT IS 65 FEET WEST OF THE CENTERLINE
 PB0632'OF U.S. HIGHWAY 97 AND 4 FEET NORTHEAST OF A METAL WITNESS POST
 PB0632'WITH SIGN.
 PB0632'
 PB0632'HEIGHT OF LIGHT ABOVE STATION MARK 1 FOOT.
 PB0632'
 PB0632'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PB0632'AT THE SOUTHWEST EDGE OF BEAVER MARSH.
 PB0632
 PB0632                          STATION RECOVERY (1988)
 PB0632
 PB0632'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 PB0632'9.7 KM (6.05 MI) SOUTHERLY ALONG U.S. HIGHWAY 97 FROM THE POST OFFICE
 PB0632'IN CHEMULT, THENCE 0.1 KM (0.05 MI) WEST ALONG A DIRT ROAD, 20.7 M
 PB0632'(67.9 FT) NORTH OF THE CENTER OF THE ROAD, 15.5 M (50.9 FT) NORTHEAST
 PB0632'OF THE CENTER OF AN AIRPORT BEACON, 0.4 M (1.3 FT) NORTH OF A WITNESS
 PB0632'POST, LEVEL WITH THE ROAD, AND IN TOP OF A CONCRETE POST THAT IS
 PB0632'FLUSH WITH THE GROUND SURFACE.
 PB0632
 PB0632                          STATION RECOVERY (1989)
 PB0632
 PB0632'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989
 PB0632'POINT IS LOCATED AT THE STATE AIRPORT IN BEAVER MARSH.
 PB0632'TO REACH FROM THE GROCERY STORE IN BEAVER MARSH, FOLLOW HIGHWAY 97
 PB0632'SOUTH 0.1 KM (0.1 MI) , TURN WEST ONTO GRAVEL LANE AND FOLLOW IT 0.1
 PB0632'KM (0.1 MI) TO THE AIRPORT BEACON TOWER.  THE STATION IS 15.24 M
 PB0632'(50.00 FT) NE.  A WITNESS POST IS ALONGSIDE.
 PB0632'DESCRIBED BY D.K. BATEMAN OF DAVID EVANS AND ASSOCIATES.
 PB0632
 PB0632                          STATION RECOVERY (1993)
 PB0632
 PB0632'RECOVERY NOTE BY BUREAU OF LAND MANAGEMENT 1993 (RSK)
 PB0632'RECOVERED AS DESCRIBED. NOTE. THE NEARBY AIRPORT BEACON TOWER IS AN
 PB0632'OBSTRUCTION TO SATELLITE VISABILITY AND SHOULD BE TAKEN INTO ACCOUNT
 PB0632'WHEN PLANNING A GPS SURVEY USING THIS STATION.
 PB0632
 PB0632                          STATION RECOVERY (1997)
 PB0632
 PB0632'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JDR)
 PB0632'THE STATION IS LOCATED AT THE BEAVER MARSH AIRPORT, ABOUT 9.7 KM (6.00
 PB0632'MI) SOUTH OF CHEMULT.  OWNERSHIP--STATE DEPARTMENT OF TRANSPORTATION.
 PB0632'TO REACH THE STATION FROM THE GROCERY STORE IN BEAVER MARSH, PROCEED
 PB0632'SOUTHERLY ON U.S.  HIGHWAY 97 FOR 0.1 KM (0.05 MI) TO A GRAVEL LANE ON
 PB0632'THE RIGHT.  TURN RIGHT, WESTERLY ONTO GRAVEL LANE AND GO 0.1 KM (0.05
 PB0632'MI) TO THE AIRPORT BEACON AND THE STATION.  THE STATION IS LOCATED
 PB0632'15.5 M (50.9 FT) NORTHEAST FROM THE CENTER OF THE BEACON TOWER, 20.7 M
 PB0632'(67.9 FT) NORTH FROM THE CENTER OF THE ROAD AND 0.4 M (1.3 FT) NORTH
 PB0632'OF A WITNESS POST.
 PB0632
 PB0632                          STATION RECOVERY (1997)
 PB0632
 PB0632'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CLS)
 PB0632'THE STATION IS LOCATED ABOUT 9.7 KM (6.00 MI) SOUTH OF CHEMULT, IN THE
 PB0632'COMMUNITY OF BEAVER MARSH, ON THE EAST SIDE OF THE BEAVER MARSH
 PB0632'AIRPORT, JUST NORTH OF THE AIRPORT BEACON.  OWNERSHIP--OREGON STATE
 PB0632'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE GROCERY
 PB0632'STORE IN BEAVER MARSH, GO SOUTH ON U.S. HIGHWAY 97 FOR 0.1 KM (0.05
 PB0632'MI) TO A GRAVEL LANE ON THE RIGHT.  TURN RIGHT, WEST, ON GRAVEL LANE
 PB0632'FOR 0.1 KM (0.05 MI) TO THE AIRPORT BEACON AND THE STATION.  THE
 PB0632'STATION IS LOCATED 15.5 M (50.9 FT) NORTHEAST FROM THE CENTER OF THE
 PB0632'BEACON TOWER, 20.7 M (67.9 FT) NORTH FROM THE CENTER OF THE ROAD, AND
 PB0632'0.4 M (1.3 FT) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0745 ***********************************************************************
 PB0745  DESIGNATION -  BEAVER MARSH AIRPORT BEACON
 PB0745  PID         -  PB0745
 PB0745  STATE/COUNTY-  OR/KLAMATH
 PB0745  USGS QUAD   -  CHEMULT (1967)
 PB0745
 PB0745                         *CURRENT SURVEY CONTROL
 PB0745  ___________________________________________________________________
 PB0745* NAD 83(1991)-  43 07 59.93119(N)    121 48 17.63251(W)     ADJUSTED  
 PB0745* NAVD 88     -              **(meters)            **(feet)            
 PB0745  ___________________________________________________________________
 PB0745  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 PB0745  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 PB0745  HORZ ORDER  -  THIRD
 PB0745
 PB0745.The horizontal coordinates were established by classical geodetic methods
 PB0745.and adjusted by the National Geodetic Survey in October 1991.
 PB0745
 PB0745
 PB0745.The Laplace correction was computed from DEFLEC99 derived deflections.
 PB0745
 PB0745.The geoid height was determined by GEOID03.
 PB0745
 PB0745;                    North         East     Units Scale Factor Converg.
 PB0745;SPC OR S     -   163,745.567 1,393,843.153   MT  0.99989480   -0 53 33.9
 PB0745;SPC OR S     -   537,222.99  4,572,976.22   iFT  0.99989480   -0 53 33.9
 PB0745;UTM  10      - 4,776,312.421   597,200.409   MT  0.99971622   +0 49 01.8
 PB0745
 PB0745                          SUPERSEDED SURVEY CONTROL
 PB0745
 PB0745  NAD 83(1986)-  43 07 59.93456(N)    121 48 17.64433(W) AD(       ) 4
 PB0745  NAD 27      -  43 08 00.46300(N)    121 48 13.56300(W) AD(       ) 3
 PB0745
 PB0745.Superseded values are not recommended for survey control.
 PB0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0745.See file dsdata.txt to determine how the superseded data were derived.
 PB0745
 PB0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN9720076312(NAD 83)
 PB0745_MARKER: 21 = AIRPORT BEACON
 PB0745
 PB0745  HISTORY     - Date     Condition        Report By
 PB0745  HISTORY     - 1953     FIRST OBSERVED   CGS
 PB0745  HISTORY     - 1971     GOOD             NGS
 PB0745
 PB0745                          STATION DESCRIPTION
 PB0745
 PB0745'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (HSC)
 PB0745'THE STATION IS A FOUR LEGGED METAL TOWER WITH A REVOLVING
 PB0745'CLEAR LIGHT MOUNTED ON TOP.  THE BEACON IS ABOUT 75 FEET HIGH
 PB0745'AND IS LOCATED AT THE BEAVER MARSH AIRPORT.
 PB0745'
 PB0745'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 PB0745'BEAVER MARSH.  THE DISTANCE IS 51.28 FEET OR 15.630 METERS.
 PB0745
 PB0745                          STATION RECOVERY (1971)
 PB0745
 PB0745'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 PB0745'THE BEACON WAS VISITED AND RECOVERED AS DESCRIBED IN 1953.  A
 PB0745'TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION BEAVER
 PB0745'MARSH 1953, THE DISTANCE BEING 51.56 FEET OR 15.714 METERS.  THE
 PB0745'1953 DISTANCE WAS 51.28 FEET OR 15.630 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0746 ***********************************************************************
 PB0746  DESIGNATION -  BEAVER MARSH AIRPORT BCN NEW
 PB0746  PID         -  PB0746
 PB0746  STATE/COUNTY-  OR/KLAMATH
 PB0746  USGS QUAD   -  CHEMULT (1967)
 PB0746
 PB0746                         *CURRENT SURVEY CONTROL
 PB0746  ___________________________________________________________________
 PB0746* NAD 83(1991)-  43 07 59.92775(N)    121 48 17.63272(W)     ADJUSTED  
 PB0746* NAVD 88     -              **(meters)            **(feet)            
 PB0746  ___________________________________________________________________
 PB0746  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 PB0746  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 PB0746  HORZ ORDER  -  THIRD
 PB0746
 PB0746.The horizontal coordinates were established by classical geodetic methods
 PB0746.and adjusted by the National Geodetic Survey in October 1991.
 PB0746
 PB0746
 PB0746.The Laplace correction was computed from DEFLEC99 derived deflections.
 PB0746
 PB0746.The geoid height was determined by GEOID03.
 PB0746
 PB0746;                    North         East     Units Scale Factor Converg.
 PB0746;SPC OR S     -   163,745.461 1,393,843.147   MT  0.99989480   -0 53 33.9
 PB0746;SPC OR S     -   537,222.64  4,572,976.20   iFT  0.99989480   -0 53 33.9
 PB0746;UTM  10      - 4,776,312.315   597,200.406   MT  0.99971622   +0 49 01.8
 PB0746
 PB0746                          SUPERSEDED SURVEY CONTROL
 PB0746
 PB0746  NAD 83(1986)-  43 07 59.93110(N)    121 48 17.64428(W) AD(       ) 4
 PB0746  NAD 27      -  43 08 00.45987(N)    121 48 13.56346(W) AD(       ) 3
 PB0746
 PB0746.Superseded values are not recommended for survey control.
 PB0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0746.See file dsdata.txt to determine how the superseded data were derived.
 PB0746
 PB0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN9720076312(NAD 83)
 PB0746
 PB0746  HISTORY     - Date     Condition        Report By
 PB0746  HISTORY     - 1953     MONUMENTED       CGS
 PB0746  HISTORY     - 1971     SEE DESCRIPTION  NGS
 PB0746
 PB0746                          STATION DESCRIPTION
 PB0746
 PB0746'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (HSC)
 PB0746'THE STATION IS A FOUR LEGGED METAL TOWER WITH A REVOLVING CLEAR
 PB0746'LIGHT MOUNTED ON TOP.  THE BEACON IS ABOUT 75 FEET HIGH AND IS
 PB0746'LOCATED AT THE BEAVER MARSH AIRPORT.
 PB0746'
 PB0746'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 PB0746'BEAVER MARSH.  THE DISTANCE IS 51.28 FEET OR 15.630 METERS.
 PB0746
 PB0746                          STATION RECOVERY (1971)
 PB0746
 PB0746'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 PB0746'THE BEACON WAS VISITED AND RECOVERED AS DESCRIBED IN 1953.  A
 PB0746'TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION BEAVER
 PB0746'MARSH 1953, THE DISTANCE BEING 51.56 FEET OR 15.714 METERS.  THE
 PB0746'1953 DISTANCE WAS 51.28 FEET OR 15.630 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0310 ***********************************************************************
 RD0310  DESIGNATION -  BEAVERTON
 RD0310  PID         -  RD0310
 RD0310  STATE/COUNTY-  OR/WASHINGTON
 RD0310  USGS QUAD   -  BEAVERTON (1984)
 RD0310
 RD0310                         *CURRENT SURVEY CONTROL
 RD0310  ___________________________________________________________________
 RD0310* NAD 83(1986)-  45 29 13.     (N)    122 48 21.     (W)     SCALED    
 RD0310* NAVD 88     -        58.654  (meters)     192.43   (feet)  ADJUSTED  
 RD0310  ___________________________________________________________________
 RD0310  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 RD0310  DYNAMIC HT  -          58.652 (meters)     192.43  (feet)  COMP
 RD0310  MODELED GRAV-     980,597.3   (mgal)                       NAVD 88
 RD0310
 RD0310  VERT ORDER  -  SECOND    CLASS 0
 RD0310
 RD0310.The horizontal coordinates were scaled from a topographic map and have
 RD0310.an estimated accuracy of +/- 6 seconds.
 RD0310
 RD0310.The orthometric height was determined by differential leveling
 RD0310.and adjusted in June 1991.
 RD0310
 RD0310.The geoid height was determined by GEOID03.
 RD0310
 RD0310.The dynamic height is computed by dividing the NAVD 88
 RD0310.geopotential number by the normal gravity value computed on the
 RD0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0310.degrees latitude (g = 980.6199 gals.).
 RD0310
 RD0310.The modeled gravity was interpolated from observed gravity values.
 RD0310
 RD0310;                    North         East    Units  Estimated Accuracy
 RD0310;SPC OR N     -   204,850.    2,319,780.      MT  (+/- 180 meters Scaled)
 RD0310
 RD0310                          SUPERSEDED SURVEY CONTROL
 RD0310
 RD0310  NGVD 29 (??/??/92)   57.581  (m)          188.91   (f) ADJ UNCH    2 0
 RD0310
 RD0310.Superseded values are not recommended for survey control.
 RD0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0310.See file dsdata.txt to determine how the superseded data were derived.
 RD0310
 RD0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER151370(NAD 83)
 RD0310_MARKER: DB = BENCH MARK DISK
 RD0310_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RD0310_SP_SET: BUILDING
 RD0310_STAMPING: BEAVERTON 1934
 RD0310_MARK LOGO: CGS   
 RD0310_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RD0310_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RD0310+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2002
 RD0310
 RD0310  HISTORY     - Date     Condition        Report By
 RD0310  HISTORY     - 1934     MONUMENTED       CGS
 RD0310  HISTORY     - 1971     GOOD             NGS
 RD0310  HISTORY     - 1977     GOOD             ORDT
 RD0310  HISTORY     - 1988     GOOD             USPSQD
 RD0310  HISTORY     - 20020516 GOOD             INDIV
 RD0310
 RD0310                          STATION DESCRIPTION
 RD0310
 RD0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RD0310'AT BEAVERTON,
 RD0310'9.9 FEET EAST OF CURB OF WATSON STREET, 3.2 FEET NORTH OF
 RD0310'CENTER OF MAIN ENTRANCE OF FIRST SECURITY BANK, IN WALK.
 RD0310'DISK IS STAMPED--BEAVERTON 1934--.
 RD0310
 RD0310                          STATION RECOVERY (1971)
 RD0310
 RD0310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 RD0310'IN BEAVERTON.
 RD0310'SET HORIZONTALLY IN THE BANK OF BEAVERTON BUILDING, 3.2 FEET NORTH OF
 RD0310'THE CENTERLINE OF THE MAIN ENTRANCE, 9.9 FEET EAST OF THE EAST CURB OF
 RD0310'WATSON STREET.
 RD0310
 RD0310                          STATION RECOVERY (1977)
 RD0310
 RD0310'RECOVERY NOTE BY OREGON DEPARTMENT OF TRANSPORTATION 1977
 RD0310'RECOVERED IN GOOD CONDITION.
 RD0310
 RD0310                          STATION RECOVERY (1988)
 RD0310
 RD0310'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCC)
 RD0310'RECOVERED IN GOOD CONDITION.
 RD0310
 RD0310                          STATION RECOVERY (2002)
 RD0310
 RD0310'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (CCS)
 RD0310'THE BUILDING IS NO LONGER A BANK.  IT IS A COMMERCIAL BUILDING.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AI3490 ***********************************************************************
 AI3490  DESIGNATION -  BEAVERTON
 AI3490  PID         -  AI3490
 AI3490  STATE/COUNTY-  OR/WASHINGTON
 AI3490  USGS QUAD   -  BEAVERTON (1984)
 AI3490
 AI3490                         *CURRENT SURVEY CONTROL
 AI3490  ___________________________________________________________________
 AI3490* NAD 83(1991)-  45 29 56.89020(N)    122 48 28.29517(W)     ADJUSTED  
 AI3490* NAVD 88     -        58.65   (+/-2cm)     192.4    (feet)  VERTCON   
 AI3490  ___________________________________________________________________
 AI3490  LAPLACE CORR-           2.21  (seconds)                    DEFLEC99
 AI3490  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 AI3490  HORZ ORDER  -  THIRD
 AI3490  VERT ORDER  -  THIRD ? (See Below)
 AI3490
 AI3490.The horizontal coordinates were established by classical geodetic methods
 AI3490.and adjusted by the National Geodetic Survey in October 1991.
 AI3490
 AI3490.The NAVD 88 height was computed by applying the VERTCON shift value to
 AI3490.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AI3490.The vertical order pertains to the NGVD 29 superseded value.
 AI3490
 AI3490.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI3490
 AI3490.The geoid height was determined by GEOID03.
 AI3490
 AI3490;                    North         East     Units Scale Factor Converg.
 AI3490;SPC OR N     -   206,204.285 2,319,659.940   MT  0.99991119   -1 38 12.1
 AI3490;SPC OR N     -   676,523.24  7,610,432.87   iFT  0.99991119   -1 38 12.1
 AI3490;UTM  10      - 5,038,418.488   515,011.531   MT  0.99960277   +0 08 13.4
 AI3490
 AI3490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI3490!SPC OR N     -   0.99999440  x   0.99991119  =   0.99990559
 AI3490!UTM  10      -   0.99999440  x   0.99960277  =   0.99959717
 AI3490
 AI3490|---------------------------------------------------------------------|
 AI3490| PID    Reference Object                     Distance      Geod. Az  |
 AI3490|                                                           dddmmss.s |
 AI3490| CE2301 BEAVERTON RM 1                       38.319 METERS 10355     |
 AI3490| RD2721 COOPER MOUNTAIN OIL DERRICK         APPROX. 7.1 KM 2240102.7 |
 AI3490| CE2302 BEAVERTON RM 2                       17.992 METERS 23636     |
 AI3490| CE2300 BEAVERTON AZ MK                                    2890416.7 |
 AI3490|---------------------------------------------------------------------|
 AI3490
 AI3490                          SUPERSEDED SURVEY CONTROL
 AI3490
 AI3490  NAD 83(1986)-  45 29 56.91084(N)    122 48 28.30020(W) AD(       ) 3
 AI3490  NAD 27      -  45 29 57.48766(N)    122 48 23.94196(W) AD(       ) 3
 AI3490  NGVD 29 (07/19/86)   57.58   (m)          188.9    (f) LEVELING    3  
 AI3490
 AI3490.Superseded values are not recommended for survey control.
 AI3490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI3490.See file dsdata.txt to determine how the superseded data were derived.
 AI3490
 AI3490_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1501238418(NAD 83)
 AI3490_MARKER: DS = TRIANGULATION STATION DISK
 AI3490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3490_SP_SET: CONCRETE POST
 AI3490_STAMPING: BEAVERTON 1946
 AI3490_MARK LOGO: CGS   
 AI3490_PROJECTION: RECESSED 25 CENTIMETERS
 AI3490
 AI3490  HISTORY     - Date     Condition        Report By
 AI3490  HISTORY     - 1946     MONUMENTED       CGS
 AI3490  HISTORY     - 1952     GOOD             CGS
 AI3490  HISTORY     - 1970     SEE DESCRIPTION  WADPW
 AI3490  HISTORY     - 1977     GOOD             NGS
 AI3490  HISTORY     - 19940225 MARK NOT FOUND   USPSQD
 AI3490
 AI3490                          STATION DESCRIPTION
 AI3490
 AI3490'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (NEW)
 AI3490'LOCATED ABOUT 3/4 MILE N OF BEAVERTON, AT THE NE CORNER OF
 AI3490'BEAVERTON AIRPORT, IN THE PARKING AREA ON THE N SIDE OF LANE LEADING
 AI3490'W ALONG N SIDE OF LANDING FIELD, AND ON THE N SIDE OF BUILDING
 AI3490'WITH WINDSOCK ON TOP.
 AI3490'
 AI3490'REACHED FROM INTERSECTION OF ROADS OPPOSITE SCHOOL BUILDING IN
 AI3490'BEAVERTON, BY GOING N FOR 0.75 MILE TO MOST N HANGAR AT THE
 AI3490'AIRFIELD.  TURN LEFT ON LANE W ABOUT 150 FEET TO STATION ON RIGHT
 AI3490'(N SIDE OF LANE).
 AI3490'
 AI3490'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN CONCRETE.  TO REACH,
 AI3490'GO W ABOUT 1 MILE AT T-INTERSECTION OF ROADS.
 AI3490'
 AI3490'STATION MARK IS A BRONZE STATION DISK SET IN CONCRETE.  IT IS
 AI3490'ABOUT 18 INCHES BELOW THE SURFACE.  UNDERGROUND MARK IS A BRONZE
 AI3490'STATION DISK SET IN CONCRETE.
 AI3490'
 AI3490'REFERENCE MARKS 1 AND 2 ARE BRONZE REFERENCE DISKS SET IN
 AI3490'CONCRETE.
 AI3490'
 AI3490'REFERENCE MARK 1 IS NEAR TELEGRAPH POLE ON W SIDE OF HIGHWAY,
 AI3490'PROJECTING ABOUT 4 INCHES.
 AI3490'
 AI3490'REFERENCE MARK IS IN E END OF HEDGE ON N SIDE OF BUILDING,
 AI3490'PROJECTING ABOUT 4 INCHES.
 AI3490
 AI3490                          STATION RECOVERY (1952)
 AI3490
 AI3490'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (GEB)
 AI3490'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 AI3490'GOOD CONDITION.
 AI3490'
 AI3490'STATION IS ABOUT 3/4 MILE N OF BEAVERTON, AT THE NE CORNER OF THE
 AI3490'BEAVERTON AIRPORT, IN THE PARKING AREA ON THE N SIDE OF THE LANE
 AI3490'LEADING W ALONG THE N SIDE OF THE AIRPORT, AND ON THE N SIDE OF
 AI3490'THE BUILDING WITH THE WINDSOCK ON TOP.
 AI3490'
 AI3490'STATION MARK IS A STANDARD DISK, STAMPED BEAVERTON 1946, SET IN
 AI3490'AN 8-INCH-DIAMETER CONCRETE POST 12 INCHES BELOW THE SURFACE OF THE
 AI3490'GROUND.  IT IS 20 FEET N OF THE LANE.
 AI3490'
 AI3490'R.M. 1 IS A STANDARD DISK, STAMPED BEAVERTON NO 1 1946, SET IN
 AI3490'AN 8-INCH-DIAMETER CONCRETE POST PROJECTING 4 INCHES ABOVE THE
 AI3490'GROUND.  IT IS 50 FEET N OF THE CENTER OF THE LANE AND 27 FEET W
 AI3490'OF THE CENTER OF THE MAIN ROAD.
 AI3490'
 AI3490'R.M. 2 IS A STANDARD DISK, STAMPED BEAVERTON NO 2 1946, SET IN AN
 AI3490'8-INCH-DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE
 AI3490'GROUND.  IT IS ON THE S SIDE OF THE LANE, UNDER THE BOWS OF A
 AI3490'HEDGEROW, 21.5 FEET W OF THE E END OF THE HEDGEROW, AND 10 FEET S
 AI3490'OF A WITNESS POST.
 AI3490'
 AI3490'AZIMUTH MARK IS A STANDARD DISK, STAMPED BEAVERTON 1946, SET IN
 AI3490'AN 8-INCH-DIAMETER CONCRETE POST PROJECTING 8 INCHES ABOVE THE
 AI3490'GROUND.  IT IS 0.7 MILE W OF THE STATION, AT A T-INTERSECTION, ON
 AI3490'THE S SIDE OF THE LANE LEADING W FROM THE STATION, AND 2.8 FEET
 AI3490'N OF THE S RIGHT-OF-WAY FENCE.
 AI3490
 AI3490                          STATION RECOVERY (1970)
 AI3490
 AI3490'RECOVERY NOTE BY WASHINGTON DEPARTMENT OF PUBLIC WORKS 1970
 AI3490'RM 2 WAS FOUND LAYING ON ITS SIDE ON THE SOUTH EDGE OF JENKINS
 AI3490'ROAD, 125 WEST OF CEDAR HILLS BOULEVARD.  THE BRASS DISK WAS
 AI3490'REMOVED AND RETURNED TO THE ESTABLISHING AGENCY.  DID NOT SEARCH
 AI3490'FOR THE OTHER MARKS AT THIS TIME.
 AI3490
 AI3490                          STATION RECOVERY (1977)
 AI3490
 AI3490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AI3490'RECOVERED IN GOOD CONDITION.
 AI3490
 AI3490                          STATION RECOVERY (1994)
 AI3490
 AI3490'RECOVERY NOTE BY US POWER SQUADRON 1994
 AI3490'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AJ8208 ***********************************************************************
 AJ8208  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ8208  DESIGNATION -  BEAVERTON COOP CORS ARP
 AJ8208  CORS_ID     -  BTON
 AJ8208  PID         -  AJ8208
 AJ8208  STATE/COUNTY-  OR/WASHINGTON
 AJ8208  USGS QUAD   -  BEAVERTON (1984)
 AJ8208
 AJ8208                         *CURRENT SURVEY CONTROL
 AJ8208  ___________________________________________________________________
 AJ8208* NAD 83(CORS)-  45 29 08.88672(N)    122 47 50.56450(W)     ADJUSTED  
 AJ8208* NAVD 88     -        70.0    (meters)     230.     (feet)  GPS OBS   
 AJ8208  ___________________________________________________________________
 AJ8208  EPOCH DATE  -        2002.00
 AJ8208  X           -  -2,426,293.534 (meters)                     COMP
 AJ8208  Y           -  -3,765,248.854 (meters)                     COMP
 AJ8208  Z           -   4,525,396.611 (meters)                     COMP
 AJ8208  ELLIP HEIGHT-          47.092 (meters)          (02/??/03) ADJUSTED
 AJ8208  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 AJ8208  HORZ ORDER  -  SPECIAL (CORS)
 AJ8208  ELLP ORDER  -  SPECIAL (CORS)
 AJ8208
 AJ8208.ITRF positions are available for this station.
 AJ8208.The coordinates were established by GPS observations
 AJ8208.and adjusted by the National Geodetic Survey in February 2003.
 AJ8208.The coordinates are valid at the epoch date displayed above.
 AJ8208.The epoch date for horizontal control is a decimal equivalence
 AJ8208.of Year/Month/Day.
 AJ8208
 AJ8208.The orthometric height was determined by GPS observations and a
 AJ8208.high-resolution geoid model.
 AJ8208
 AJ8208.The PID for the CORS L1 Phase Center is DF4118.
 AJ8208
 AJ8208.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ8208
 AJ8208.The ellipsoidal height was determined by GPS observations
 AJ8208.and is referenced to NAD 83.
 AJ8208
 AJ8208.The geoid height was determined by GEOID03.
 AJ8208
 AJ8208;                    North         East     Units Scale Factor Converg.
 AJ8208;SPC OR N     -   204,699.683 2,320,436.569   MT  0.99990987   -1 37 45.4
 AJ8208;SPC OR N     -   671,586.89  7,612,980.87   iFT  0.99990987   -1 37 45.4
 AJ8208
 AJ8208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8208!SPC OR N     -   0.99999262  x   0.99990987  =   0.99990249
 AJ8208
 AJ8208                          SUPERSEDED SURVEY CONTROL
 AJ8208
 AJ8208.No superseded survey control is available for this station.
 AJ8208
 AJ8208_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1583436939(NAD 83)
 AJ8208_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AJ8208_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ8208
 AJ8208                          STATION DESCRIPTION
 AJ8208
 AJ8208'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003
 AJ8208'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 AJ8208'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 AJ8208'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 AJ8208'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 AJ8208'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 DF4118 ***********************************************************************
 DF4118  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF4118  DESIGNATION -  BEAVERTON COOP CORS L1 PHASE CENTER
 DF4118  CORS_ID     -  BTON
 DF4118  PID         -  DF4118
 DF4118  STATE/COUNTY-  OR/WASHINGTON
 DF4118  USGS QUAD   -  BEAVERTON (1984)
 DF4118
 DF4118                         *CURRENT SURVEY CONTROL
 DF4118  ___________________________________________________________________
 DF4118* NAD 83(CORS)-  45 29 08.88670(N)    122 47 50.56449(W)     ADJUSTED  
 DF4118* NAVD 88     -              **(meters)            **(feet)            
 DF4118  ___________________________________________________________________
 DF4118  EPOCH DATE  -        2002.00
 DF4118  X           -  -2,426,293.566 (meters)                     COMP
 DF4118  Y           -  -3,765,248.904 (meters)                     COMP
 DF4118  Z           -   4,525,396.670 (meters)                     COMP
 DF4118  ELLIP HEIGHT-          47.176 (meters)          (02/??/03) ADJUSTED
 DF4118  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 DF4118  HORZ ORDER  -  SPECIAL (CORS)
 DF4118  ELLP ORDER  -  SPECIAL (CORS)
 DF4118
 DF4118.ITRF positions are available for this station.
 DF4118.The coordinates were established by GPS observations
 DF4118.and adjusted by the National Geodetic Survey in February 2003.
 DF4118.The coordinates are valid at the epoch date displayed above.
 DF4118.The epoch date for horizontal control is a decimal equivalence
 DF4118.of Year/Month/Day.
 DF4118
 DF4118
 DF4118.The PID for the CORS ARP is AJ8208.
 DF4118
 DF4118.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF4118
 DF4118.The ellipsoidal height was determined by GPS observations
 DF4118.and is referenced to NAD 83.
 DF4118
 DF4118.The geoid height was determined by GEOID03.
 DF4118
 DF4118;                    North         East     Units Scale Factor Converg.
 DF4118;SPC OR N     -   204,699.682 2,320,436.569   MT  0.99990987   -1 37 45.4
 DF4118;SPC OR N     -   671,586.88  7,612,980.87   iFT  0.99990987   -1 37 45.4
 DF4118
 DF4118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4118!SPC OR N     -   0.99999260  x   0.99990987  =   0.99990247
 DF4118
 DF4118                          SUPERSEDED SURVEY CONTROL
 DF4118
 DF4118.No superseded survey control is available for this station.
 DF4118
 DF4118_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1583436939(NAD 83)
 DF4118_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DF4118
 DF4118                          STATION DESCRIPTION
 DF4118
 DF4118'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DF4118'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DF4118'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DF4118'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DF4118'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DF4118'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1842 ***********************************************************************
 QE1842  DESIGNATION -  BECK
 QE1842  PID         -  QE1842
 QE1842  STATE/COUNTY-  OR/MARION
 QE1842  USGS QUAD   -  SALEM EAST (1986)
 QE1842
 QE1842                         *CURRENT SURVEY CONTROL
 QE1842  ___________________________________________________________________
 QE1842* NAD 83(1991)-  44 55 21.09560(N)    122 58 56.41258(W)     ADJUSTED  
 QE1842* NAVD 88     -        68.3    (meters)     224.     (feet)  VERTCON   
 QE1842  ___________________________________________________________________
 QE1842  LAPLACE CORR-          -2.68  (seconds)                    DEFLEC99
 QE1842  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 QE1842  HORZ ORDER  -  SECOND
 QE1842
 QE1842.The horizontal coordinates were established by classical geodetic methods
 QE1842.and adjusted by the National Geodetic Survey in October 1991.
 QE1842
 QE1842.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE1842.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE1842
 QE1842.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE1842
 QE1842.The geoid height was determined by GEOID03.
 QE1842
 QE1842;                    North         East     Units Scale Factor Converg.
 QE1842;SPC OR N     -   142,563.153 2,304,061.707   MT  0.99990377   -1 45 37.6
 QE1842;SPC OR N     -   467,726.88  7,559,257.57   iFT  0.99990377   -1 45 37.6
 QE1842;UTM  10      - 4,974,344.293   501,394.003   MT  0.99960002   +0 00 44.9
 QE1842
 QE1842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE1842!SPC OR N     -   0.99999288  x   0.99990377  =   0.99989666
 QE1842!UTM  10      -   0.99999288  x   0.99960002  =   0.99959291
 QE1842
 QE1842:                Primary Azimuth Mark                     Grid Az
 QE1842:SPC OR N     -  CAPITOL                                  296 51 59.4
 QE1842:UTM  10      -  CAPITOL                                  295 05 36.9
 QE1842
 QE1842|---------------------------------------------------------------------|
 QE1842| PID    Reference Object                     Distance      Geod. Az  |
 QE1842|                                                           dddmmss.s |
 QE1842| QE1873 CAPITOL                             APPROX. 4.2 KM 2950621.8 |
 QE1842|---------------------------------------------------------------------|
 QE1842
 QE1842                          SUPERSEDED SURVEY CONTROL
 QE1842
 QE1842  NAD 83(1986)-  44 55 21.11912(N)    122 58 56.42824(W) AD(       ) 2
 QE1842  NAD 27      -  44 55 21.68611(N)    122 58 52.08803(W) AD(       ) 2
 QE1842  NGVD 29 (07/19/86)   67.3    (m)          221.     (f) VERT ANG    3  
 QE1842
 QE1842.Superseded values are not recommended for survey control.
 QE1842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1842.See file dsdata.txt to determine how the superseded data were derived.
 QE1842
 QE1842_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ0139474344(NAD 83)
 QE1842_MARKER: Z = SEE DESCRIPTION
 QE1842_SETTING: 0 = UNSPECIFIED SETTING
 QE1842_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE1842_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QE1842+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2006
 QE1842
 QE1842  HISTORY     - Date     Condition        Report By
 QE1842  HISTORY     - 1972     MONUMENTED       OR1810
 QE1842  HISTORY     - 19920902 GOOD             USPSQD
 QE1842  HISTORY     - 20011103 GOOD             USPSQD
 QE1842  HISTORY     - 20060218 GOOD             USPSQD
 QE1842
 QE1842                          STATION DESCRIPTION
 QE1842
 QE1842'DESCRIBED BY CITY OF SALEM OREGON 1972 (LGH)
 QE1842'THE STATION IS ABOUT 2.5 MILES SOUTHEAST OF SALEM IN THE NW 1/4
 QE1842'OF SEC. 31, T7S R2W.
 QE1842'
 QE1842'TO REACH THE STATION FROM THE CITY OF SALEM CIVIC CENTER, GO
 QE1842'SOUTH 0.3 MILE ON COMMERCIAL STREET TO THE INTERSECTION OF
 QE1842'COMMERCIAL STREET AND MISSION STREET, TURN LEFT ON MISSION STREET
 QE1842'AND GO EAST 3.4 MILES TO EXIT RAMP, OREGON STATE HIGHWAY EXIT
 QE1842'SIGN LANCASTER DRIVE, FOUR CORNERS AND TURNER, TURN ONTO RAMP 0.2
 QE1842'MILE TO LANCASTER DRIVE, TURN LEFT ON LANCASTER DRIVE AND GO
 QE1842'NORTH 0.75 MILE TO THE INTERSECTION OF LANCASTER DRIVE AND BECK
 QE1842'AVENUE.  STATION IS IN ISLAND AT INTERSECTION.
 QE1842'
 QE1842'THE STATION MARK IS A CITY OF SALEM BRASS DISK STAMPED BECK 1972,
 QE1842'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE POST AND IS ABOUT
 QE1842'LEVEL WITH THE GROUND SURFACE.  THE STATION IS 77.1 FEET NW OF
 QE1842'POWER POLE NUMBER 547, 60.3 FEET NE OF BEG. RAD POINT ON THE EAST
 QE1842'SIDE OF CURB LINE OF LANCASTER DRIVE.  THE UNDERGROUND MARK IS AN
 QE1842'ALUMINUM CAP ON AN IRON ROD SET IN A 6 INCH CYLINDRICAL CONCRETE
 QE1842'POST ABOUT 36 INCHES BELOW THE GROUND SURFACE.
 QE1842'
 QE1842'HEIGHT OF LIGHT ABOVE STATION MARK 1.59 METERS.
 QE1842
 QE1842                          STATION RECOVERY (1992)
 QE1842
 QE1842'RECOVERY NOTE BY US POWER SQUADRON 1992 (RWB)
 QE1842'RECOVERED IN GOOD CONDITION.
 QE1842
 QE1842                          STATION RECOVERY (2001)
 QE1842
 QE1842'RECOVERY NOTE BY US POWER SQUADRON 2001 (JB)
 QE1842'RECOVERED IN GOOD CONDITION.
 QE1842
 QE1842                          STATION RECOVERY (2006)
 QE1842
 QE1842'RECOVERY NOTE BY US POWER SQUADRON 2006 (RJH)
 QE1842'REFERENCED POWER POLE WAS MOVED AND RENUMBERED TO 4252. DISTANCE TO
 QE1842'STATION IS 89 FEET IN NW DIRECTION FROM POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2421 ***********************************************************************
 RD2421  DESIGNATION -  BEDFORD POINT LOOKOUT HOUSE
 RD2421  PID         -  RD2421
 RD2421  STATE/COUNTY-  OR/CLACKAMAS
 RD2421  USGS QUAD   -  BEDFORD POINT (1997)
 RD2421
 RD2421                         *CURRENT SURVEY CONTROL
 RD2421  ___________________________________________________________________
 RD2421* NAD 83(1991)-  45 13 13.17121(N)    122 10 44.09331(W)     NO CHECK  
 RD2421* NAVD 88     -       720.     (meters)    2362.     (feet)  SCALED    
 RD2421  ___________________________________________________________________
 RD2421  LAPLACE CORR-          10.55  (seconds)                    DEFLEC99
 RD2421  GEOID HEIGHT-         -22.10  (meters)                     GEOID03
 RD2421  HORZ ORDER  -  THIRD
 RD2421
 RD2421.The horizontal coordinates were established by classical geodetic methods
 RD2421.and adjusted by the National Geodetic Survey in October 1991.
 RD2421.No horizontal observational check was made to the station.
 RD2421
 RD2421.The orthometric height was scaled from a topographic map.
 RD2421
 RD2421.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2421
 RD2421.The geoid height was determined by GEOID03.
 RD2421
 RD2421;                    North         East     Units Scale Factor Converg.
 RD2421;SPC OR N     -   174,014.678 2,368,154.537   MT  0.99989499   -1 11 26.4
 RD2421;SPC OR N     -   570,914.30  7,769,535.88   iFT  0.99989499   -1 11 26.4
 RD2421;UTM  10      - 5,007,754.115   564,465.562   MT  0.99965110   +0 34 58.2
 RD2421
 RD2421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2421!SPC OR N     -   0.99989060  x   0.99989499  =   0.99978560
 RD2421!UTM  10      -   0.99989060  x   0.99965110  =   0.99954174
 RD2421
 RD2421                          SUPERSEDED SURVEY CONTROL
 RD2421
 RD2421  NAD 83(1986)-  45 13 13.19675(N)    122 10 44.02794(W) AD(       ) 4
 RD2421  NAD 27      -  45 13 13.80000(N)    122 10 39.25000(W) AD(       ) 3
 RD2421
 RD2421.Superseded values are not recommended for survey control.
 RD2421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2421.See file dsdata.txt to determine how the superseded data were derived.
 RD2421
 RD2421_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER6446607754(NAD 83)
 RD2421_MARKER: 73 = LOOKOUT HOUSE
 RD2421_SETTING: 0 = UNSPECIFIED SETTING
 RD2421
 RD2421  HISTORY     - Date     Condition        Report By
 RD2421  HISTORY     - 1947     FIRST OBSERVED   CGS
 RD2421  HISTORY     - 1955     GOOD             USGS
 RD2421  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RD2421
 RD2421                          STATION DESCRIPTION
 RD2421
 RD2421'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (WRH)
 RD2421'THE STATION IS ON THE SUMMIT OF A BARE HILL THAT IS ABOUT 9.0
 RD2421'MILES SOUTHEAST OF ESTACADA AND ABOUT 2.0 MILES NORTH OF THE
 RD2421'CLACKAMAS RIVER.  THE LOOKOUT HOUSE IS A WOODEN BUILDING ABOUT
 RD2421'12.0 FEET SQUARE, AND ABOUT 15 FEET HIGH WITH A PEAKED ROOF.  THE
 RD2421'PEAK OF THE ROOF WAS INTERSECTED.
 RD2421
 RD2421                          STATION RECOVERY (1955)
 RD2421
 RD2421'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 RD2421'RECOVERED AS DESCRIBED BY NGS (INTERSECTED PEAK OF ROOF ONLY).
 RD2421'NEW DESCRIPTION FOLLOWS.
 RD2421'
 RD2421'LOCATED ABOUT 13.5 MI SSE. OF SANDY, 9.5 MI SE. OF ESTACADA.  IN
 RD2421'SEC 15, T4S, R5E.
 RD2421'
 RD2421'TO REACH FROM ESTACADA POST OFFICE, DRIVE 0.2 MI S. ON STATE HWY.
 RD2421'211 TO RD. FORKS.  TAKE LEFT FORK 7.6 MI TO NORTH FORK GUARD
 RD2421'STATION AND FORKS.  TAKE LEFT FORK AS PER SIGN SQUAW MTN 17
 RD2421'NORTHERLY AND UP GRADE TO SUMMIT, THEN EASTERLY ON MAIN-TRAVELED
 RD2421'RD. 7.5 MI TO RD. FORKS.  TAKE LEFT FORK 0.9 MI TO RD. FORKS.  TAKE
 RD2421'LEFT FORK AS PER SIGN BEDFORD LO 3 2.5 MI ON MAIN-TRAVELED RD.
 RD2421'TO SIDE RD. RIGHT.  TURN RIGHT 0.1 MI TO LO AND STATION.
 RD2421'
 RD2421'STATION MARK--USDA BRONZE DISK STAMPED---BEDFORD PT LO---, CEMENTED
 RD2421'IN ROCK UNDER LOT.
 RD2421
 RD2421                          STATION RECOVERY (1987)
 RD2421
 RD2421'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWE)
 RD2421'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0105 ***********************************************************************
 QE0105  DESIGNATION -  BEE
 QE0105  PID         -  QE0105
 QE0105  STATE/COUNTY-  OR/LANE
 QE0105  USGS QUAD   -  MT HAGAN (1989)
 QE0105
 QE0105                         *CURRENT SURVEY CONTROL
 QE0105  ___________________________________________________________________
 QE0105* NAD 83(1986)-  44 07 42.     (N)    122 28 36.     (W)     SCALED    
 QE0105* NAVD 88     -       272.274  (meters)     893.29   (feet)  POSTED    
 QE0105  ___________________________________________________________________
 QE0105  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 QE0105  DYNAMIC HT  -         272.220 (meters)     893.11  (feet)  COMP
 QE0105  MODELED GRAV-     980,400.3   (mgal)                       NAVD 88
 QE0105
 QE0105  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 QE0105
 QE0105.The horizontal coordinates were scaled from a topographic map and have
 QE0105.an estimated accuracy of +/- 6 seconds.
 QE0105
 QE0105.The orthometric height was determined by differential leveling
 QE0105.and adjusted by the  in 1992.
 QE0105.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 QE0105.rate of 3.1 thru 4.0 mm/km.
 QE0105
 QE0105.The geoid height was determined by GEOID03.
 QE0105
 QE0105.The dynamic height is computed by dividing the NAVD 88
 QE0105.geopotential number by the normal gravity value computed on the
 QE0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0105.degrees latitude (g = 980.6199 gals.).
 QE0105
 QE0105.The modeled gravity was interpolated from observed gravity values.
 QE0105
 QE0105;                    North         East    Units  Estimated Accuracy
 QE0105;SPC OR S     -   275,330.    1,341,810.      MT  (+/- 180 meters Scaled)
 QE0105
 QE0105                          SUPERSEDED SURVEY CONTROL
 QE0105
 QE0105  NGVD 29 (??/??/92)  271.138  (m)          889.56   (f) ADJ UNCH    1 2
 QE0105
 QE0105.Superseded values are not recommended for survey control.
 QE0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0105.See file dsdata.txt to determine how the superseded data were derived.
 QE0105
 QE0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP418862(NAD 83)
 QE0105_MARKER: DD = SURVEY DISK
 QE0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0105_STAMPING: BEE 1935
 QE0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0105+STABILITY: SURFACE MOTION
 QE0105
 QE0105  HISTORY     - Date     Condition        Report By
 QE0105  HISTORY     - 1935     MONUMENTED       DOD
 QE0105  HISTORY     - 1943     GOOD             NGS
 QE0105  HISTORY     - 1984     MARK NOT FOUND   USGS
 QE0105  HISTORY     - 1987     MARK NOT FOUND   NGS
 QE0105
 QE0105                          STATION DESCRIPTION
 QE0105
 QE0105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QE0105'5.4 MI E FROM VIDA.
 QE0105'ALONG U. S. HIGHWAY NO. 28, 5.4 MILES EAST OF GATE CREEK BRIDGE AT
 QE0105'VIDA, 0.45 MILE EAST OF BEAR CREEK, ABOUT 0.1 MILE EAST OF MAIL BOX OF
 QE0105'GEORGE D. POWELL, AT A SPACE IN CLEARED FIELD USED FOR HIGHWAY GRAVEL
 QE0105'DUMP, ABOUT 132.0 FEET EAST OF THE NORTHEAST CORNER OF CLOVER FIELD,
 QE0105'25.5 FEET SOUTH OF CENTER-LINE OF HIGHWAY, SET IN TOP OF CONCRETE POST
 QE0105'PROJECTING 1 INCH ABOVE THE GROUND.
 QE0105
 QE0105                          STATION RECOVERY (1984)
 QE0105
 QE0105'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 QE0105'MARK NOT FOUND.
 QE0105
 QE0105                          STATION RECOVERY (1987)
 QE0105
 QE0105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE0105'THERE HAS BEEN ROAD CONSTRUCTION IN THIS AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AJ1539 ***********************************************************************
 AJ1539  DESIGNATION -  BEEF
 AJ1539  PID         -  AJ1539
 AJ1539  STATE/COUNTY-  OR/BENTON
 AJ1539  USGS QUAD   -  AIRLIE SOUTH (1984)
 AJ1539
 AJ1539                         *CURRENT SURVEY CONTROL
 AJ1539  ___________________________________________________________________
 AJ1539* NAD 83(2007)-  44 40 48.59210(N)    123 16 32.56633(W)     ADJUSTED  
 AJ1539* NAVD 88     -       142.9    (meters)     469.     (feet)  GPS OBS   
 AJ1539  ___________________________________________________________________
 AJ1539  EPOCH DATE  -        2007.00
 AJ1539  X           -  -2,492,457.641 (meters)                     COMP
 AJ1539  Y           -  -3,797,911.487 (meters)                     COMP
 AJ1539  Z           -   4,462,230.506 (meters)                     COMP
 AJ1539  LAPLACE CORR-         -10.18  (seconds)                    DEFLEC99
 AJ1539  ELLIP HEIGHT-         120.504 (meters)          (02/10/07) ADJUSTED
 AJ1539  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 AJ1539
 AJ1539  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ1539  Type    PID    Designation                      North   East  Ellip
 AJ1539  -------------------------------------------------------------------
 AJ1539  NETWORK AJ1539 BEEF                              0.98   0.84   2.10
 AJ1539  -------------------------------------------------------------------
 AJ1539
 AJ1539.The horizontal coordinates were established by GPS observations
 AJ1539.and adjusted by the National Geodetic Survey in February 2007.
 AJ1539
 AJ1539.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ1539.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ1539.The horizontal coordinates are valid at the epoch date displayed above.
 AJ1539.The epoch date for horizontal control is a decimal equivalence
 AJ1539.of Year/Month/Day.
 AJ1539
 AJ1539.The orthometric height was determined by GPS observations and a
 AJ1539.high-resolution geoid model.
 AJ1539
 AJ1539.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ1539
 AJ1539.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1539
 AJ1539.The ellipsoidal height was determined by GPS observations
 AJ1539.and is referenced to NAD 83.
 AJ1539
 AJ1539.The geoid height was determined by GEOID03.
 AJ1539
 AJ1539;                    North         East     Units Scale Factor Converg.
 AJ1539;SPC OR N     -   116,401.667 2,279,988.210   MT  0.99993071   -1 58 06.6
 AJ1539;SPC OR N     -   381,895.23  7,480,276.28   iFT  0.99993071   -1 58 06.6
 AJ1539;UTM  10      - 4,947,458.694   478,149.053   MT  0.99960587   -0 11 37.9
 AJ1539
 AJ1539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1539!SPC OR N     -   0.99998111  x   0.99993071  =   0.99991182
 AJ1539!UTM  10      -   0.99998111  x   0.99960587  =   0.99958698
 AJ1539
 AJ1539                          SUPERSEDED SURVEY CONTROL
 AJ1539
 AJ1539  NAD 83(1998)-  44 40 48.58920(N)    123 16 32.56765(W) AD(       ) B
 AJ1539  ELLIP H (07/03/01)  120.513  (m)                       GP(       ) 5 1
 AJ1539  NAD 83(1998)-  44 40 48.58918(N)    123 16 32.56770(W) AD(1997.00) B
 AJ1539  ELLIP H (02/15/01)  120.515  (m)                       GP(       ) 4 1
 AJ1539
 AJ1539.Superseded values are not recommended for survey control.
 AJ1539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1539.See file dsdata.txt to determine how the superseded data were derived.
 AJ1539
 AJ1539_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ7814947459(NAD 83)
 AJ1539_MARKER: DD = SURVEY DISK
 AJ1539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1539_STAMPING: BEEF 2000 NO 018 OR LS 2578
 AJ1539_MARK LOGO: OR-003
 AJ1539_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ1539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ1539+STABILITY: SURFACE MOTION
 AJ1539_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ1539+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ1539
 AJ1539  HISTORY     - Date     Condition        Report By
 AJ1539  HISTORY     - 2000     MONUMENTED       OR-003
 AJ1539
 AJ1539                          STATION DESCRIPTION
 AJ1539
 AJ1539'DESCRIBED BY BENTON COUNTY OREGON 2000 (REW)
 AJ1539'THE STATION IS LOCATED ABOUT 12.2 KM (7.60 MI) NORTH OF CORVALLIS, IN
 AJ1539'OPEN PASTURE LAND.  OWNERSHIP--OREGON STATE UNIVERSITY.  TO REACH THE
 AJ1539'STATION FROM THE JUNCTION OF U.S HIGHWAY 20 AND STATE HIGHWAYS 34 WEST
 AJ1539'AND 99W (NW 3RD STREET AND NW HARRISON BOULEVARD) ON THE EAST EDGE OF
 AJ1539'CORVALLIS, GO NORTH ON HIGHWAY 99W FOR 7.1 KM (4.40 MI) TO THE
 AJ1539'INTERSECTION OF LEWISBURG ROAD.  CONTINUE NORTH ON HIGHWAY 99W FOR 5.8
 AJ1539'KM (3.60 MI) TO THE JUNCTION OF TAMPICO ROAD ON THE LEFT. TURN LEFT,
 AJ1539'NORTHWEST, ON TAMPICO ROAD FOR 1.9 KM (1.20 MI) TO THE INTERSECTION OF
 AJ1539'SOAP CREEK ROAD.  TURN LEFT, SOUTHWEST, ON SOAP CREEK ROAD FOR 1.8 KM
 AJ1539'(1.10 MI) TO BEEF BARN ROAD (OREGON STATE UNIVERSITY SOAP CREEK RANCH)
 AJ1539'ON THE RIGHT.  TURN RIGHT, NORTHWEST ON BEEF BARN ROAD PASSING THROUGH
 AJ1539'GATE FOR 0.64 KM (0.40 MI) TO THE BARNS. CONTINUE PAST BARNS ON ROAD
 AJ1539'FOR 0.48 KM (0.30 MI) TO A GATE. CONTINUE ON ROAD PASSING THROUGH GATE
 AJ1539'FOR 27 M (88.6 FT) TO A STREAM.  CONTINUE ACROSS STREAM ON ROAD FOR
 AJ1539'0.29 KM (0.20 MI) TO THE STATION ON THE RIGHT.  THE STATION IS A 5 CM
 AJ1539'ALUMINUM BENTON COUNTY SURVEYORS OFFICE DISK SET IN TOP OF A 30 CM
 AJ1539'ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 19.8 M (65.0 FT)
 AJ1539'NORTH FROM THE CENTER OF THE ROAD, AND 0.45 M (1.48 FT) EAST FROM A
 AJ1539'FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1846 ***********************************************************************
 QD1846  DESIGNATION -  BELKNAP
 QD1846  PID         -  QD1846
 QD1846  STATE/COUNTY-  OR/DESCHUTES
 QD1846  USGS QUAD   -  MT WASHINGTON (1988)
 QD1846
 QD1846                         *CURRENT SURVEY CONTROL
 QD1846  ___________________________________________________________________
 QD1846* NAD 83(1991)-  44 17 05.79645(N)    121 50 32.03914(W)     ADJUSTED  
 QD1846* NAVD 88     -      2095.8    (meters)    6876.     (feet)  VERTCON   
 QD1846  ___________________________________________________________________
 QD1846  LAPLACE CORR-           6.27  (seconds)                    DEFLEC99
 QD1846  GEOID HEIGHT-         -20.96  (meters)                     GEOID03
 QD1846  HORZ ORDER  -  THIRD
 QD1846
 QD1846.The horizontal coordinates were established by classical geodetic methods
 QD1846.and adjusted by the National Geodetic Survey in October 1991.
 QD1846
 QD1846.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1846.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1846
 QD1846.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1846
 QD1846.The geoid height was determined by GEOID03.
 QD1846
 QD1846;                    North         East     Units Scale Factor Converg.
 QD1846;SPC OR S     -   291,725.079 1,392,856.643   MT  1.00008494   -0 55 05.8
 QD1846;SPC OR S     -   957,103.28  4,569,739.64   iFT  1.00008494   -0 55 05.8
 QD1846;SPC OR N     -    69,595.625 2,392,864.742   MT  1.00001253   -0 57 06.8
 QD1846;SPC OR N     -   228,332.10  7,850,606.11   iFT  1.00001253   -0 57 06.8
 QD1846;UTM  10      - 4,904,173.398   592,377.707   MT  0.99970495   +0 48 30.4
 QD1846
 QD1846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1846!SPC OR S     -   0.99967478  x   1.00008494  =   0.99975969
 QD1846!SPC OR N     -   0.99967478  x   1.00001253  =   0.99968730
 QD1846!UTM  10      -   0.99967478  x   0.99970495  =   0.99937982
 QD1846
 QD1846                          SUPERSEDED SURVEY CONTROL
 QD1846
 QD1846  NAD 83(1986)-  44 17 05.80829(N)    121 50 32.03992(W) AD(       ) 3
 QD1846  NGVD 29 (04/26/90) 2094.5    (m)         6872.     (f) VERT ANG    3  
 QD1846
 QD1846.Superseded values are not recommended for survey control.
 QD1846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1846.See file dsdata.txt to determine how the superseded data were derived.
 QD1846
 QD1846_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ9237804173(NAD 83)
 QD1846_MARKER: DS = TRIANGULATION STATION DISK
 QD1846_SETTING: 80 = SET IN A BOULDER
 QD1846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD1846+STABILITY: SURFACE MOTION
 QD1846
 QD1846  HISTORY     - Date     Condition        Report By
 QD1846  HISTORY     - 1916     MONUMENTED       USGS
 QD1846  HISTORY     - 1924     GOOD             USGS
 QD1846  HISTORY     - 1955     GOOD             USGS
 QD1846  HISTORY     - 1958     GOOD             USGS
 QD1846
 QD1846                          STATION DESCRIPTION
 QD1846
 QD1846'DESCRIBED BY US GEOLOGICAL SURVEY 1916
 QD1846'NOT OCCUPIED.
 QD1846'
 QD1846'LOCATED ABOUT 2 MI N. OF MCKENZIE RD. WHERE IT CROSSES DIVIDE.  ON
 QD1846'SUMMIT OF BELKNAP CRATER, A BALD MOUNTAIN ON SUMMIT OF
 QD1846'RANGE IN LARGE LAVA FIELD.
 QD1846'
 QD1846'TO REACH NOT GIVEN.
 QD1846'
 QD1846'STATION MARK--STANDARD BRONZE TABLET, STAMPING UNKNOWN, IN
 QD1846'BOULDER UNDER 4-FT. CAIRN.
 QD1846
 QD1846                          STATION RECOVERY (1924)
 QD1846
 QD1846'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1924
 QD1846'RECOVERED BUT NOT OCCUPIED.
 QD1846
 QD1846                          STATION RECOVERY (1955)
 QD1846
 QD1846'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 QD1846'NOT OCCUPIED.  INTERSECTED ONLY.
 QD1846
 QD1846                          STATION RECOVERY (1958)
 QD1846
 QD1846'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 QD1846'RECOVERED AS DESCRIBED BY USGS.
 QD1846'
 QD1846'STATION MARK--STANDARD BRONZE TABLET STAMPED---1916---, CEMENTED IN
 QD1846'BURIED BOULDER PROJECTING 1 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2494 ***********************************************************************
 RD2494  DESIGNATION -  BELL
 RD2494  PID         -  RD2494
 RD2494  STATE/COUNTY-  OR/CLACKAMAS
 RD2494  USGS QUAD   -  OREGON CITY (1985)
 RD2494
 RD2494                         *CURRENT SURVEY CONTROL
 RD2494  ___________________________________________________________________
 RD2494* NAD 83(1991)-  45 21 01.52738(N)    122 36 19.83837(W)     ADJUSTED  
 RD2494* NAVD 88     -       135.     (meters)     443.     (feet)  VERTCON   
 RD2494  ___________________________________________________________________
 RD2494  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 RD2494  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 RD2494  HORZ ORDER  -  FIRST
 RD2494
 RD2494.The horizontal coordinates were established by classical geodetic methods
 RD2494.and adjusted by the National Geodetic Survey in October 1991.
 RD2494
 RD2494.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD2494.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD2494
 RD2494.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2494
 RD2494.The geoid height was determined by GEOID03.
 RD2494
 RD2494;                    North         East     Units Scale Factor Converg.
 RD2494;SPC OR N     -   189,251.735 2,335,037.443   MT  0.99989960   -1 29 35.5
 RD2494;SPC OR N     -   620,904.64  7,660,884.00   iFT  0.99989960   -1 29 35.5
 RD2494;UTM  10      - 5,021,954.977   530,901.687   MT  0.99961174   +0 16 50.3
 RD2494
 RD2494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2494!SPC OR N     -   0.99998245  x   0.99989960  =   0.99988206
 RD2494!UTM  10      -   0.99998245  x   0.99961174  =   0.99959420
 RD2494
 RD2494:                Primary Azimuth Mark                     Grid Az
 RD2494:SPC OR N     -  BELL AZ MK                               033 56 33.3
 RD2494:UTM  10      -  BELL AZ MK                               032 10 07.5
 RD2494
 RD2494|---------------------------------------------------------------------|
 RD2494| PID    Reference Object                     Distance      Geod. Az  |
 RD2494|                                                           dddmmss.s |
 RD2494| CE2303 BELL AZ MK                                         0322657.8 |
 RD2494| CE2304 BELL RM 1                            15.270 METERS 12437     |
 RD2494| CE2305 BELL RM 2                             8.252 METERS 19521     |
 RD2494|---------------------------------------------------------------------|
 RD2494
 RD2494                          SUPERSEDED SURVEY CONTROL
 RD2494
 RD2494  NAD 83(1986)-  45 21 01.54631(N)    122 36 19.84675(W) AD(       ) 1
 RD2494  NAD 27      -  45 21 02.11173(N)    122 36 15.51827(W) AD(       ) 1
 RD2494  NGVD 29 (05/15/91)  134.     (m)          440.     (f) VERT ANG    3  
 RD2494
 RD2494.Superseded values are not recommended for survey control.
 RD2494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2494.See file dsdata.txt to determine how the superseded data were derived.
 RD2494
 RD2494_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER3090221955(NAD 83)
 RD2494_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RD2494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD2494_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RD2494_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD2494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD2494+STABILITY: SURFACE MOTION
 RD2494
 RD2494  HISTORY     - Date     Condition        Report By
 RD2494  HISTORY     - 1962     MONUMENTED       CGS
 RD2494  HISTORY     - 1972     SEE DESCRIPTION  NGS
 RD2494  HISTORY     - 1978     SEE DESCRIPTION  NGS
 RD2494  HISTORY     - 1983     GOOD             ORHD
 RD2494  HISTORY     - 20060904 GOOD             USPSQD
 RD2494
 RD2494                          STATION DESCRIPTION
 RD2494
 RD2494'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 RD2494'THE STATION IS LOCATED IN OREGON CITY, 1/2 MILE SOUTH-SOUTHEAST
 RD2494'OF THE SOUTH END OF THE BRIDGE OVER THE WILLAMETTE RIVER IN
 RD2494'OREGON CITY, AND ON THE NORTH EDGE OF A PROMINENT RIDGE IN WATER
 RD2494'BOARD PARK.
 RD2494'
 RD2494'TO REACH THE STATION FROM THE INTERSECTION OF SEVENTH STREET AND
 RD2494'MONROE STREET IN OREGON CITY, (THE AZIMUTH MARK IS LOCATED IN THE
 RD2494'NORTH ANGLE OF THIS INTERSECTION), FOLLOW MONROE STREET SOUTHWEST
 RD2494'FOR 0.15 MILE TO WINN AVENUE.  TURN LEFT, AND FOLLOW WINN AVENUE
 RD2494'SOUTHEAST AND SOUTH FOR 0.5 MILE TO A T-ROAD TO THE RIGHT, AND
 RD2494'SIGN FALLS VIEW.  TURN RIGHT, WEST, AS PER SIGN, FOR 0.1 MILE,
 RD2494'THENCE TURN RIGHT, NORTH, ON JERSEY STREET FOR 0.2 MILE, THENCE
 RD2494'TURN LEFT, WEST, ON BRIGHTON AVENUE FOR 0.05 MILE TO BELLEVUE
 RD2494'AVENUE.  TURN RIGHT, NORTH, AND FOLLOW BELLEVUE AVENUE FOR
 RD2494'0.05 MILE TO THE END OF THE STREET AND THE END OF TRUCK
 RD2494'TRAVEL.  THE STATION IS 99 FEET NORTHWEST OF THIS POINT.
 RD2494'
 RD2494'THE STATION MARK, STAMPED BELL 1962, IS A STANDARD DISK SET IN
 RD2494'THE TOP OF A 12-INCH SQUARE, CONCRETE POST THAT PROJECTS 3
 RD2494'INCHES.  IT IS 5.3 FEET SOUTHEAST OF A WITNESS POST.
 RD2494'
 RD2494'REFERENCE MARK NO. 1, STAMPED BELL NO 1 1962, IS A STANDARD DISK
 RD2494'SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE POST THAT PROJECTS
 RD2494'4 INCHES.  IT IS 55.2 FEET SOUTHEAST OF THE WITNESS POST.
 RD2494'
 RD2494'REFERENCE MARK NO. 2, STAMPED BELL NO 2 1962, IS A STANDARD DISK
 RD2494'SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE POST THAT IS FLUSH
 RD2494'WITH THE GROUND.  IT IS 28.3 FEET SOUTH OF THE WITNESS POST.
 RD2494'
 RD2494'THE AZIMUTH MARK, STAMPED BELL 1962, IS A STANDARD DISK CEMENTED
 RD2494'IN A DRILL HOLE IN THE SIDEWALK IN THE NORTH ANGLE OF THE
 RD2494'INTERSECTION OF SEVENTH STREET AND MONROE STREET.  IT IS 23 FEET
 RD2494'NORTHWEST OF THE CENTER OF MONROE STREET AND 30 FEET NORTHEAST
 RD2494'OF THE CENTER OF SEVENTH STREET.
 RD2494'
 RD2494'IT IS 48.48 FEET BETWEEN THE REFERENCE MARKS.
 RD2494
 RD2494                          STATION RECOVERY (1972)
 RD2494
 RD2494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LDF)
 RD2494'STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 RD2494'RECOVERED AND FOUND IN GOOD CONDITION.  THE DIRECTION TO BOTH
 RD2494'REFERENCE MARKS CHECKED FAVORABLY WITH THE 1962 DATA.  A DIFFERENCE
 RD2494'OF 0.013 METERS SHORTER WAS NOTED TO REFERENCE MARK 1 AND A
 RD2494'DIFFERENCE OF 0.018 METERS SHORTER WAS NOTED TO REFERENCE MARK
 RD2494'2.  THESE DISTANCES WERE CHECKED IN THE FIELD.  FOLLOWING IS A
 RD2494'NEW AND COMPLETE DESCRIPTION--
 RD2494'
 RD2494'STATION IS LOCATED IN THE BACK YARD OF THE RESIDENCE AT 215
 RD2494'BELLVIEW AVENUE IN OREGON CITY.
 RD2494'
 RD2494'TO REACH FROM THE INTERSECTION OF 7TH STREET AND MONROE AVENUE IN
 RD2494'OREGON CITY, (THE AZIMUTH MARK IS LOCATED IN THE NORTH QUADRANT OF
 RD2494'THIS INTERSECTION.) GO SOUTHWEST ON MONROE AVENUE FOR 0.15 MILE
 RD2494'TO 5TH STREET.  TURN LEFT AND GO SOUTHEAST ON 5TH STREET FOR 0.15
 RD2494'MILE TO WHERE 5TH STREET BEARS TO THE RIGHT AND BECOMES LINN
 RD2494'AVENUE.  CONTINUE SOUTH ON LINN AVENUE FOR 0.35 MILE TO CHARMAN
 RD2494'AVENUE.  TURN RIGHT AND GO SOUTHWEST ON CHARMAN AVENUE FOR 0.1
 RD2494'MILE TO JERSEY AVENUE.  TURN RIGHT AND GO NORTHWEST ON JERSEY
 RD2494'AVENUE FOR 0.15 MILE TO BRIGHTON AVENUE.  TURN LEFT ON
 RD2494'BRIGHTON AVENUE FOR 0.05 MILE TO BELLEVIEW AVENUE.  TURN RIGHT
 RD2494'ON BELLEVIEW AVENUE FOR 0.05 MILE TO THE END OF THE ROAD AND THE
 RD2494'END OF TRUCK TRAVEL.  PACK NORTHWEST FOR ABOUT 150 FEET TO THE
 RD2494'STATION AS DESCRIBED.
 RD2494'
 RD2494'STATION MARK IS A STANDARD DISK, STAMPED BELL 1962, SET IN THE
 RD2494'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 4
 RD2494'INCHES ABOVE THE GROUND SURFACE.  IT IS 66 FEET NORTH OF A LARGE,
 RD2494'STONE BARBECUE GRILL AND 23.5 FEET EAST OF A TRIANGLE BLAZED TREE.
 RD2494'
 RD2494'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BELL NO 1 1962, SET
 RD2494'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 RD2494'ABOUT 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 73 FEET EAST OF
 RD2494'THE BLAZED TREE AND 62.5 FEET NORTHEAST OF THE GRILL.
 RD2494'
 RD2494'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BELL NO 2 1962, SET
 RD2494'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 RD2494'ABOUT 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 44.5 FEET SOUTHEAST
 RD2494'OF THE BLAZED TREE AND 39 FEET NORTH OF THE GRILL.
 RD2494'
 RD2494'AZIMUTH MARK IS A STANDARD DISK, STAMPED BELL 1962, CEMENTED IN
 RD2494'A DRILL HOLE IN A SIDE WALK.  IT IS 29 FEET NORTHEAST OF THE
 RD2494'CENTER LINE OF 7TH STREET, 23 FEET NORTHWEST OF THE CENTER LINE
 RD2494'OF MONROE AVENUE, 1.6 FEET SOUTHWEST OF A STOP SIGN AND 1.3 FEET
 RD2494'NORTHWEST OF THE CURB.
 RD2494'
 RD2494'HEIGHT OF LIGHT ABOVE STATION MARK 4.0 FEET.
 RD2494'
 RD2494'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RD2494'IN OREGON CITY.
 RD2494
 RD2494                          STATION RECOVERY (1978)
 RD2494
 RD2494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 RD2494'THE STATION MARK, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK WERE
 RD2494'RECOVERED IN GOOD CONDITION AS DESCRIBED.  LINE OF SIGHT TO THE
 RD2494'AZIMUTH MARK WAS TEMPORARLY OBSTRUCTED.  THE TO REACH IS ADEQUATE
 RD2494'FOR RECOVERY.
 RD2494'
 RD2494'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RD2494'IN OREGON CITY.
 RD2494
 RD2494                          STATION RECOVERY (1983)
 RD2494
 RD2494'RECOVERY NOTE BY OREGON HIGHWAY DEPARTMENT 1983 (JDU)
 RD2494'THE STATION WAS RECOVERED AT THIS DATE.
 RD2494'REFERENCE MARKS 1 AND 2 WERE ALSO RECOVERED.  THE AZIMUTH MARK WAS
 RD2494'NOT SEARCHED FOR.  THE 1972 DESCRIPTION IS ADEQUATE FOR RECOVERY.
 RD2494
 RD2494                          STATION RECOVERY (2006)
 RD2494
 RD2494'RECOVERY NOTE BY US POWER SQUADRON 2006 (REC)
 RD2494'STATION AND BOTH REF. MARKS FOUND IN GOOD CONDITION. AZIMUTH MARK DISK
 RD2494'WAS NOT FOUND, BUT AT THE DESCRIBED LOCATION THERE WAS A SCRIBED
 RD2494'CROSS, HIGHLIGHTED WITH YELLOW PAINT, IN A NEW CONCRETE SIDEWALK.
 RD2494'SMALL GRASSY AREA OF STATION IS SURROUNDED BY MANY TALL TREES, BUT MAY
 RD2494'BE ADEQUATE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1787 ***********************************************************************
 QE1787  DESIGNATION -  BELL
 QE1787  PID         -  QE1787
 QE1787  STATE/COUNTY-  OR/MARION
 QE1787  USGS QUAD   -  CRABTREE (1975)
 QE1787
 QE1787                         *CURRENT SURVEY CONTROL
 QE1787  ___________________________________________________________________
 QE1787* NAD 83(1991)-  44 43 08.84966(N)    122 58 04.12988(W)     ADJUSTED  
 QE1787* NAVD 88     -        83.     (meters)     272.     (feet)  VERTCON   
 QE1787  ___________________________________________________________________
 QE1787  LAPLACE CORR-          -3.94  (seconds)                    DEFLEC99
 QE1787  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 QE1787  HORZ ORDER  -  SECOND
 QE1787
 QE1787.The horizontal coordinates were established by classical geodetic methods
 QE1787.and adjusted by the National Geodetic Survey in October 1991.
 QE1787
 QE1787.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE1787.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE1787
 QE1787.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE1787
 QE1787.The geoid height was determined by GEOID03.
 QE1787
 QE1787;                    North         East     Units Scale Factor Converg.
 QE1787;SPC OR N     -   119,936.859 2,304,517.414   MT  0.99992518   -1 45 00.5
 QE1787;SPC OR N     -   393,493.63  7,560,752.67   iFT  0.99992518   -1 45 00.5
 QE1787;UTM  10      - 4,951,750.012   502,549.124   MT  0.99960008   +0 01 21.5
 QE1787
 QE1787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE1787!SPC OR N     -   0.99999061  x   0.99992518  =   0.99991579
 QE1787!UTM  10      -   0.99999061  x   0.99960008  =   0.99959069
 QE1787
 QE1787:                Primary Azimuth Mark                     Grid Az
 QE1787:SPC OR N     -  GREEN                                    001 59 58.7
 QE1787:UTM  10      -  GREEN                                    000 13 36.7
 QE1787
 QE1787|---------------------------------------------------------------------|
 QE1787| PID    Reference Object                     Distance      Geod. Az  |
 QE1787|                                                           dddmmss.s |
 QE1787| QE1789 GREEN                               APPROX. 1.5 KM 0001458.2 |
 QE1787|---------------------------------------------------------------------|
 QE1787
 QE1787                          SUPERSEDED SURVEY CONTROL
 QE1787
 QE1787  NAD 83(1986)-  44 43 08.87301(N)    122 58 04.14894(W) AD(       ) 2
 QE1787  NAD 27      -  44 43 09.43383(N)    122 57 59.81807(W) AD(       ) 2
 QE1787  NGVD 29 (07/19/86)   82.     (m)          269.     (f) VERT ANG    3  
 QE1787
 QE1787.Superseded values are not recommended for survey control.
 QE1787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1787.See file dsdata.txt to determine how the superseded data were derived.
 QE1787
 QE1787_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ0254951750(NAD 83)
 QE1787_MARKER: Z = SEE DESCRIPTION
 QE1787_SETTING: 0 = UNSPECIFIED SETTING
 QE1787_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE1787
 QE1787  HISTORY     - Date     Condition        Report By
 QE1787  HISTORY     - 1972     MONUMENTED       OR-047
 QE1787
 QE1787                          STATION DESCRIPTION
 QE1787
 QE1787'DESCRIBED BY MARION COUNTY OREGON 1972 (ADG)
 QE1787'THE STATION IS LOCATED ABOUT 2.0 MILES DUE EAST (AS THE CROW FLIES)
 QE1787'OF THE CITY OF JEFFERSON AND SITUATED IN THE N.E. 1/4 OF THE
 QE1787'N.E. 1/4 OF SECTION 7, TOWNSHIP 10 SOUTH, RANGE 2 WEST, WILLAMETTE
 QE1787'MERIDIAN, MARION COUNTY, OREGON.
 QE1787'
 QE1787'TO REACH THE STATION FROM THE INTERSECTION OF US 99-E AND MAIN
 QE1787'STREET IN THE CITY OF JEFFERSON, GO SOUTH ON MAIN AND MARKET ROAD
 QE1787'NO. 1, OVER THE RAILROAD TRACKS AND BEARING EASTERLY, FOR 2.4 MILES
 QE1787'TO THE 3-WAY INTERSECTION WITH COUNTY ROAD NO. 933 JUST WEST OF
 QE1787'THE BRIDGE OVER THE SANTIAM RIVER.  TURN LEFT (NORTH) ONTO COUNTY
 QE1787'ROAD NO. 933 AND GO FOR ABOUT 0.8 MILE TO THE STATION MARK SET
 QE1787'FLUSH WITH AND IN THE CENTER OF THE PAVEMENT.  POINT IS 0.96
 QE1787'MILE SOUTH OF MARKET ROAD NO. 35.  A FARMERS LANE GOES TO WEST AND
 QE1787'EAST FROM POINT.  A TELEPHONE POLE BEARS S 44 DEG 10 MIN EAST
 QE1787'40.5 FEET.
 QE1787'
 QE1787'THE STATION MARK IS A MARION COUNTY BRASS DISK STAMPED MARION
 QE1787'COUNTY.  T10S, R2W.  D.L.C. 57/56, SET IN THE TOP OF AN 8 INCH
 QE1787'CYLINDRICAL CONCRETE POST AND 7 INCHES BELOW THE SURFACE OF THE
 QE1787'PAVEMENT.  A MARION COUNTY CAST IRON BOX ENCASES THE TOP OF THE
 QE1787'CONCRETE POST AND HAS A METAL COVER EMBOSSED WITH THE WORDS
 QE1787'MARION COUNTY MONUMENT.  THERE IS NO UNDERGROUND STATION MARK FOR
 QE1787'THIS STATION.
 QE1787'
 QE1787'AZIMUTH MARK IS STATION GREEN WHICH IS 0.96 MILE NORTH OF STATION
 QE1787'BELL AND IS A COUNTY MONUMENT SET FLUSH WITH AND IN THE CENTER OF
 QE1787'THE INTERSECTION OF COUNTY ROAD NO. 35.  A POWER POLE BEARS S
 QE1787'51 DEG EAST 40.5 FEET.  A TELEPHONE POLE BEARS NORTH 56 DEG 30
 QE1787'MIN EAST 36 FEET.  THE AZIMUTH MARK IS A MARION COUNTY BRASS DISK
 QE1787'STAMPED MARION COUNTY.  T10S, R2W.  M.R. 35.  C.R. 933, SET IN
 QE1787'THE TOP OF AN 8 INCH CYLINDRICAL CONCRETE POST AND 7 INCHES BELOW
 QE1787'THE SURFACE OF THE PAVEMENT.  A MARION COUNTY CAST IRON BOX
 QE1787'ENCASES THE TOP OF THE CONCRETE POST AND HAS A METAL COVER
 QE1787'EMBOSSED WITH THE WORDS MARION COUNTY MONUMENT.  THERE IS NO
 QE1787'UNDERGROUND STATION MARK FOR THIS AZIMUTH STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AJ1540 ***********************************************************************
 AJ1540  DESIGNATION -  BELL
 AJ1540  PID         -  AJ1540
 AJ1540  STATE/COUNTY-  OR/BENTON
 AJ1540  USGS QUAD   -  MONROE (1975)
 AJ1540
 AJ1540                         *CURRENT SURVEY CONTROL
 AJ1540  ___________________________________________________________________
 AJ1540* NAD 83(2007)-  44 18 26.42887(N)    123 21 48.44440(W)     ADJUSTED  
 AJ1540* NAVD 88     -       119.6    (meters)     392.     (feet)  GPS OBS   
 AJ1540  ___________________________________________________________________
 AJ1540  EPOCH DATE  -        2007.00
 AJ1540  X           -  -2,514,229.418 (meters)                     COMP
 AJ1540  Y           -  -3,818,325.999 (meters)                     COMP
 AJ1540  Z           -   4,432,661.207 (meters)                     COMP
 AJ1540  LAPLACE CORR-          -4.99  (seconds)                    DEFLEC99
 AJ1540  ELLIP HEIGHT-          96.867 (meters)          (02/10/07) ADJUSTED
 AJ1540  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 AJ1540
 AJ1540  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ1540  Type    PID    Designation                      North   East  Ellip
 AJ1540  -------------------------------------------------------------------
 AJ1540  NETWORK AJ1540 BELL                              1.82   1.23   3.76
 AJ1540  -------------------------------------------------------------------
 AJ1540
 AJ1540.The horizontal coordinates were established by GPS observations
 AJ1540.and adjusted by the National Geodetic Survey in February 2007.
 AJ1540
 AJ1540.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ1540.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ1540.The horizontal coordinates are valid at the epoch date displayed above.
 AJ1540.The epoch date for horizontal control is a decimal equivalence
 AJ1540.of Year/Month/Day.
 AJ1540
 AJ1540.The orthometric height was determined by GPS observations and a
 AJ1540.high-resolution geoid model.
 AJ1540
 AJ1540.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ1540
 AJ1540.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1540
 AJ1540.The ellipsoidal height was determined by GPS observations
 AJ1540.and is referenced to NAD 83.
 AJ1540
 AJ1540.The geoid height was determined by GEOID03.
 AJ1540
 AJ1540;                    North         East     Units Scale Factor Converg.
 AJ1540;SPC OR N     -    75,243.040 2,271,568.223   MT  1.00000665   -2 01 50.6
 AJ1540;SPC OR N     -   246,860.37  7,452,651.65   iFT  1.00000665   -2 01 50.6
 AJ1540;UTM  10      - 4,906,073.715   471,011.014   MT  0.99961033   -0 15 14.0
 AJ1540
 AJ1540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1540!SPC OR N     -   0.99998481  x   1.00000665  =   0.99999146
 AJ1540!UTM  10      -   0.99998481  x   0.99961033  =   0.99959515
 AJ1540
 AJ1540                          SUPERSEDED SURVEY CONTROL
 AJ1540
 AJ1540  NAD 83(1998)-  44 18 26.42637(N)    123 21 48.44603(W) AD(       ) B
 AJ1540  ELLIP H (07/03/01)   96.881  (m)                       GP(       ) 5 1
 AJ1540  NAD 83(1998)-  44 18 26.42637(N)    123 21 48.44603(W) AD(1997.00) B
 AJ1540  ELLIP H (02/15/01)   96.880  (m)                       GP(       ) 4 1
 AJ1540
 AJ1540.Superseded values are not recommended for survey control.
 AJ1540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1540.See file dsdata.txt to determine how the superseded data were derived.
 AJ1540
 AJ1540_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ7101106074(NAD 83)
 AJ1540_MARKER: DD = SURVEY DISK
 AJ1540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1540_STAMPING: 1 - 20
 AJ1540_MARK LOGO: OR-003
 AJ1540_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ1540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ1540+STABILITY: SURFACE MOTION
 AJ1540_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ1540+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ1540
 AJ1540  HISTORY     - Date     Condition        Report By
 AJ1540  HISTORY     - 2000     MONUMENTED       OR-003
 AJ1540
 AJ1540                          STATION DESCRIPTION
 AJ1540
 AJ1540'DESCRIBED BY BENTON COUNTY OREGON 2000 (REW)
 AJ1540'THE STATION IS LOCATED ABOUT 29.0 KM (18.00 MI) SOUTH OF CORVALLIS,
 AJ1540'16.0 KM (9.95 MI) NORTHWEST OF JUNCTION CITY, 5.8 KM (3.60 MI) WEST OF
 AJ1540'THE COMMUNITY OF MONROE, 2.7 KM (1.65 MI) NORTH OF THE BENTON-LANE
 AJ1540'COUNTY LINE, IN THE NORTHEAST QUADRANT OF THE JUNCTION OF COON ROAD
 AJ1540'AND BELLFOUNTAIN ROAD.  OWNERSHIP--BENTON COUNTY RIGHT-OF-WAY.  TO
 AJ1540'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 99W AND
 AJ1540'TERRITORIAL HIGHWAY IN MONROE, GO NORTH ON HIGHWAY 99W FOR 0.06 KM
 AJ1540'(0.05 MI) TO THE JUNCTION OF ORCHARD STREET ON THE LEFT.  TURN LEFT,
 AJ1540'WEST ON ORCHARD STREET (WHICH WILL CHANGE INTO COON ROAD) FOR 5.8 KM
 AJ1540'(3.60 MI) TO THE STATION ON THE RIGHT JUST BEFORE THE JUNCTION OF
 AJ1540'BELLFOUNTAIN ROAD.  THE STATION IS A 8 CM BRASS BENTON COUNTY BM DISK
 AJ1540'SET IN TOP OF A 15 CM SQUARE CONCRETE MONUMENT PROJECTING 20 CM ABOVE
 AJ1540'THE GROUND.  IT IS 11.9 M (39.0 FT) NORTH FROM THE CENTER OF COON
 AJ1540'ROAD, 9.3 M (30.5 FT) EAST FROM THE CENTER OF BELLFOUNTAIN ROAD, 0.45
 AJ1540'M (1.48 FT) WEST FROM A FENCE, AND 0.45 M (1.48 FT) EAST FROM A
 AJ1540'FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1823 ***********************************************************************
 RD1823  DESIGNATION -  BELL MT
 RD1823  PID         -  RD1823
 RD1823  STATE/COUNTY-  OR/TILLAMOOK
 RD1823  USGS QUAD   -  SPRINGER MTN (1979)
 RD1823
 RD1823                         *CURRENT SURVEY CONTROL
 RD1823  ___________________________________________________________________
 RD1823* NAD 83(1991)-  45 14 07.16033(N)    123 30 45.31068(W)     ADJUSTED  
 RD1823* NAVD 88     -       794.     (meters)    2605.     (feet)  SCALED    
 RD1823  ___________________________________________________________________
 RD1823  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 RD1823  GEOID HEIGHT-         -20.98  (meters)                     GEOID03
 RD1823  HORZ ORDER  -  SECOND
 RD1823
 RD1823.The horizontal coordinates were established by classical geodetic methods
 RD1823.and adjusted by the National Geodetic Survey in October 1991.
 RD1823
 RD1823.The orthometric height was scaled from a topographic map.
 RD1823
 RD1823.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1823
 RD1823.The geoid height was determined by GEOID03.
 RD1823
 RD1823;                    North         East     Units Scale Factor Converg.
 RD1823;SPC OR N     -   178,720.727 2,263,521.014   MT  0.99989526   -2 08 11.3
 RD1823;SPC OR N     -   586,354.09  7,426,250.05   iFT  0.99989526   -2 08 11.3
 RD1823;UTM  10      - 5,009,220.051   459,766.075   MT  0.99961990   -0 21 50.2
 RD1823
 RD1823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1823!SPC OR N     -   0.99987880  x   0.99989526  =   0.99977408
 RD1823!UTM  10      -   0.99987880  x   0.99961990  =   0.99949875
 RD1823
 RD1823|---------------------------------------------------------------------|
 RD1823| PID    Reference Object                     Distance      Geod. Az  |
 RD1823|                                                           dddmmss.s |
 RD1823| DD9391 BELL MT RM 2                         11.860 METERS 03400     |
 RD1823| DD9389 BELL MT AZ MK                                      1863710.1 |
 RD1823| DD9390 BELL MT RM 1                         10.910 METERS 34803     |
 RD1823|---------------------------------------------------------------------|
 RD1823
 RD1823                          SUPERSEDED SURVEY CONTROL
 RD1823
 RD1823  NAD 83(1986)-  45 14 07.18644(N)    123 30 45.31825(W) AD(       ) 2
 RD1823  NAD 27      -  45 14 07.78864(N)    123 30 40.92384(W) AD(       ) 2
 RD1823
 RD1823.Superseded values are not recommended for survey control.
 RD1823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1823.See file dsdata.txt to determine how the superseded data were derived.
 RD1823
 RD1823_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR5976609220(NAD 83)
 RD1823_MARKER: Z = SEE DESCRIPTION
 RD1823_SETTING: 0 = UNSPECIFIED SETTING
 RD1823_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD1823
 RD1823  HISTORY     - Date     Condition        Report By
 RD1823  HISTORY     - 1936     MONUMENTED       USFS
 RD1823  HISTORY     - 1941     SEE DESCRIPTION  CGS
 RD1823  HISTORY     - 1954     SEE DESCRIPTION  USGS
 RD1823  HISTORY     - 1971     SEE DESCRIPTION  NGS
 RD1823
 RD1823                          STATION DESCRIPTION
 RD1823
 RD1823'DESCRIBED BY US FOREST SERVICE 1936
 RD1823'THIS CHECKED POSITION IS THAT OF REFERENCE MARK FOR STATION BELL
 RD1823'MOUNTAIN LOOKOUT TOWER (USFS).  SEE UNDER THAT STATION FOR TRAVEL
 RD1823'DIRECTIONS AND OTHER DATA.
 RD1823'
 RD1823'STATION MARK IS A STANDARD DISK SET IN CONCRETE POST.  CENTER
 RD1823'OF LOOKOUT TOWER IS NORTHERLY 14.39 METERS (47.2 FEET) FROM
 RD1823'STATION.  STATION DISK WAS INSTALLED BY U.S.C. AND G.S. IN 1935
 RD1823'BUT POINT WAS NOT OCCUPIED BY FIELD PARTY.
 RD1823'
 RD1823'ANGLE AT ECCENTRIC BETWEEN LOOKOUT TOWER CENTER AND DISK IS 43
 RD1823'DEG 55 MIN.  SEARCH WILL BE MADE FOR U.S.C. AND G.S. REFERENCE
 RD1823'DISKS IN 1937.
 RD1823'
 RD1823'POSITION OF DISK CAN BE CHECKED BY REASON OF FACT THAT ALL THREE
 RD1823'SIDES OF TRIANGLE WERE MEASURED.  DISK IS 14.39 METERS (47.2
 RD1823'FEET) FROM CENTER OF LOOKOUT TOWER AND 4.40 METERS (14.43 FEET)
 RD1823'FROM ECCENTRIC SET UP, EASTERLY.  ECCENTRIC IS 17.986 METERS
 RD1823'(59.01 FEET) SW OF LOOKOUT TOWER.
 RD1823
 RD1823                          STATION RECOVERY (1941)
 RD1823
 RD1823'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (ANS)
 RD1823'STATION IS ABOUT 16.0 MILES W OF MC MINNVILLE, ABOUT 10.0 MILES
 RD1823'N OF WILLAMINA, ABOUT 0.5 MILE S OF THE HIGHEST PART OF BELL
 RD1823'MOUNTAIN, A HIGH PEAK THAT IS TIMBERED ON THE N SIDE AND BARE ON
 RD1823'THE S SIDE.
 RD1823'
 RD1823'SURFACE, UNDERGROUND, AND AZIMUTH MARKS ARE STANDARD BRONZE
 RD1823'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A AND 11A.
 RD1823'
 RD1823'STATION MARK IS STAMPED BELL MT 1935 AND PROJECTS ABOUT 2 INCHES
 RD1823'ABOVE THE GROUND.  IT IS 35.8 FEET SSE OF THE SW SUPPORT OF THE
 RD1823'BELL MOUNTAIN LOOKOUT TOWER, 39.0 FEET SSW OF THE SE SUPPORT OF
 RD1823'THE LOOKOUT TOWER, 49.8 FEET S OF THE CENTER OF THE LOOKOUT
 RD1823'TOWER, 47.8 FEET SW OF THE SW CORNER OF A WHITE SHED, 14.0 FEET
 RD1823'NE OF A WHITE FLAG POLE, AND 7.0 FEET NE OF A WHITE REFERENCE
 RD1823'POST.
 RD1823'
 RD1823'REFERENCE MARK NO.1, STAMPED BELL MT NO.1, 1935 IS A STANDARD
 RD1823'DISK SET IN THE TOP OF CONCRETE FOUNDATION FOR THE SW SUPPORT OF
 RD1823'LOOKOUT TOWER.  IT IS 20.7 FEET SW OF THE CENTER OF LOOKOUT TOWER
 RD1823'AND ABOUT 2.0 FEET HIGHER THAN THE STATION.
 RD1823'
 RD1823'REFERENCE MARK NO.2, STAMPED BELL MT NO.2, 1935 IS A STANDARD
 RD1823'DISK SET IN CONCRETE FOUNDATION FOR THE SE SUPPORT OF LOOKOUT
 RD1823'TOWER.  IT IS 20.7 FEET SE OF THE CENTER OF LOOKOUT TOWER AND
 RD1823'ABOUT 2.0 FEET HIGHER THAN THE STATION.
 RD1823'
 RD1823'AZIMUTH MARK, STAMPED BELL MT 1941 PROJECTS ABOUT 6 INCHES ABOVE
 RD1823'THE GROUND.  IT IS 6.1 FEET WNW OF A WHITE REFERENCE POST, AND
 RD1823'19.5 FEET W OF THE CENTER LINE OF ROAD.
 RD1823'
 RD1823'STATION IS REACHED AS FOLLOWS--FROM WILLAMINA GO W ON GRAVEL ROAD,
 RD1823'WHICH IS A CONTINUATION OF MAIN STREET, 0.8 MILE TO FORK.  CONTINUE
 RD1823'STRAIGHT AHEAD 1.4 MILES TO FORK.  TAKE RIGHT FORK (NW) AND GO
 RD1823'3.1 MILES TO BRIDGE, CROSS BRIDGE AND CONTINUE 0.9 MILE TO
 RD1823'FORK.  TAKE LEFT FORK (W) AND GO 1.4 MILES TO A FORK.  TAKE RIGHT
 RD1823'FORK AS PER SIGN BELL MT. AND GO 0.1 MILE.  TAKE RIGHT FORK (N)
 RD1823'1.8 MILES TO AZIMUTH MARK ON THE W SIDE OF ROAD.  CONTINUE N
 RD1823'3.0 MILES TO FORK AT SIGN BELL MT.  TAKE RIGHT FORK AND GO N
 RD1823'3.0 MILES TO FORK NEAR TOP OF PEAK.  TAKE LEFT FORK (SW) UP
 RD1823'STEEP GRADE 0.1 MILE TO STATION.
 RD1823
 RD1823                          STATION RECOVERY (1954)
 RD1823
 RD1823'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 RD1823'THE OLD LOOKOUT TOWER HAS BEEN DESTROYED AND A NEW 15-FOOT LOOKOUT
 RD1823'TOWER HAS BEEN BUILT 42.5 FEET FROM THE STATION MARK.
 RD1823
 RD1823                          STATION RECOVERY (1971)
 RD1823
 RD1823'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 RD1823'THE STATION MARK, AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 RD1823'CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR, BUT NOT
 RD1823'RECOVERED.  THE STATION IS SURROUNDED BY TREES, AND CLEARING
 RD1823'WOULD BE NECESSARY TO SEE OUT IN ANY DIRECTION.  A DIFFERENCE WAS
 RD1823'FOUND IN THE HORIZONTAL ANGLE BETWEEN THE REFERENCE
 RD1823'MARKS.  LANDMARKS HAVE CHANGED.  A NEW AND COMPLETE DESCRIPTION
 RD1823'FOLLOWS.
 RD1823'
 RD1823'THE STATION IS 11 MILES NORTH OF WILLAMINA, AND 1-1/2 MILES
 RD1823'NORTH OF THE TILLAMOOK-YAMHILL COUNTY LINE ON THE SUMMIT OF BELL
 RD1823'MOUNTAIN.
 RD1823'
 RD1823'TO REACH THE STATION FROM THE WILLAMINA POST OFFICE GO WEST ON
 RD1823'MAIN STREET FOR 0.1 MILE TO A Y JUNCTION, KEEP RIGHT, AND GO
 RD1823'NORTHWEST ON THE COAST CREEK ROAD FOR 6.3 MILES TO A FORK, AND
 RD1823'SIGN, COOPERS CAMP COAST CREEK ROAD, TAKE LEFT FORK AS PER SIGN,
 RD1823'AND GO WEST ON THE MACADAM ROAD FOR 1.2 MILES TO SMITH ROAD ON
 RD1823'THE RIGHT, AND THE SIGN, BALD MTN ACCESS ROAD COOPERS CAMP, TURN
 RD1823'RIGHT AS PER SIGN, AND GO NORTH ON THE MOUNTAIN ROAD FOR 8.9
 RD1823'MILES TO A DIRT ROAD ON EITHER SIDE, THIS IS 0.6 MILE BEFORE
 RD1823'REACHING THE ROAD WEST TO COOPERS CAMP, TURN LEFT, AND GO
 RD1823'WEST FOR 0.5 MILE TO A FORK, TAKE THE LEFT FORK, AND GO SOUTH
 RD1823'FOR 0.85 MILE TO A SIDE ROAD LEFT, JUST AFTER PASSING A THRU
 RD1823'CUT, TURN LEFT, AND GO NORTHEAST FOR 0.3 MILE TO A T
 RD1823'INTERSECTION IN A SLIGHT SADDLE, TURN SHARP LEFT, AND GO
 RD1823'SOUTHWEST FOR 0.1 MILE TO THE END OF THE ROAD AT THE SIGHT OF
 RD1823'THE FORMER BELL MOUNTAIN LOOKOUT TOWER.
 RD1823'
 RD1823'THE STATION MARK, STAMPED BELL MTN 1935, IS A STANDARD DISK SET
 RD1823'IN A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES, 39
 RD1823'FEET SOUTHWEST OF THE SOUTHEAST FOOTING FOR THE FORMER LOOKOUT
 RD1823'TOWER, 36 FEET SOUTH-SOUTHEAST OF THE SOUTHWEST FOOTING, AND 1
 RD1823'FOOT NORTH OF A METAL WITNESS POST.  (NOTE 1A AND 7A)
 RD1823'
 RD1823'REFERENCE MARK NO. 1, STAMPED BELL MTN NO 1 1935, IS A STANDARD
 RD1823'DISK CEMENTED IN A DRILL HOLE IN SOUTHWEST FOOTING FOR THE LOOKOUT
 RD1823'TOWER, 37 FEET NORTH-NORTHWEST OF THE WITNESS POST, AND 3 FEET
 RD1823'HIGHER THAN THE STATION.
 RD1823'
 RD1823'REFERENCE MARK NO. 2, STAMPED BELL MTN NO 2 1935, IS A STANDARD
 RD1823'DISK CEMENTED IN A DRILL HOLE IN THE SOUTHEAST FOOTING FOR THE
 RD1823'FORMER LOOKOUT TOWER, 40 FEET NORTHEAST OF THE WITNESS POST, AND
 RD1823'3 FEET HIGHER THAN THE STATION.
 RD1823'
 RD1823'THE DISTANCE BETWEEN R.M. NO. 1, AND R.M. NO. 2 IS 29.32 FEET
 RD1823'OR 8.937 METERS.
 RD1823'
 RD1823'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RD1823'11 MILES NORTH OF WILLAMINA.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1822 ***********************************************************************
 RD1822  DESIGNATION -  BELL MT LOT
 RD1822  PID         -  RD1822
 RD1822  STATE/COUNTY-  OR/TILLAMOOK
 RD1822  USGS QUAD   -  SPRINGER MTN (1979)
 RD1822
 RD1822                         *CURRENT SURVEY CONTROL
 RD1822  ___________________________________________________________________
 RD1822* NAD 83(1991)-  45 14 07.64526(N)    123 30 45.19689(W)     ADJUSTED  
 RD1822* NAVD 88     -       794.     (meters)    2605.     (feet)  SCALED    
 RD1822  ___________________________________________________________________
 RD1822  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 RD1822  GEOID HEIGHT-         -20.98  (meters)                     GEOID03
 RD1822  HORZ ORDER  -  SECOND
 RD1822
 RD1822.The horizontal coordinates were established by classical geodetic methods
 RD1822.and adjusted by the National Geodetic Survey in October 1991.
 RD1822
 RD1822.The orthometric height was scaled from a topographic map.
 RD1822
 RD1822.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1822
 RD1822.The geoid height was determined by GEOID03.
 RD1822
 RD1822;                    North         East     Units Scale Factor Converg.
 RD1822;SPC OR N     -   178,735.593 2,263,524.052   MT  0.99989526   -2 08 11.3
 RD1822;SPC OR N     -   586,402.86  7,426,260.01   iFT  0.99989526   -2 08 11.3
 RD1822;UTM  10      - 5,009,234.999   459,768.651   MT  0.99961990   -0 21 50.1
 RD1822
 RD1822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1822!SPC OR N     -   0.99987880  x   0.99989526  =   0.99977408
 RD1822!UTM  10      -   0.99987880  x   0.99961990  =   0.99949875
 RD1822
 RD1822:                Primary Azimuth Mark                     Grid Az
 RD1822:SPC OR N     -  LITTLE HEBO LO                           244 05 26.9
 RD1822:UTM  10      -  LITTLE HEBO LO                           242 19 05.7
 RD1822
 RD1822|---------------------------------------------------------------------|
 RD1822| PID    Reference Object                     Distance      Geod. Az  |
 RD1822|                                                           dddmmss.s |
 RD1822| RD1842 LITTLE HEBO LO                      APPROX.21.3 KM 2415715.6 |
 RD1822|---------------------------------------------------------------------|
 RD1822
 RD1822                          SUPERSEDED SURVEY CONTROL
 RD1822
 RD1822  NAD 83(1986)-  45 14 07.67138(N)    123 30 45.20446(W) AD(       ) 2
 RD1822  NAD 27      -  45 14 08.27365(N)    123 30 40.81003(W) AD(       ) 2
 RD1822
 RD1822.Superseded values are not recommended for survey control.
 RD1822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1822.See file dsdata.txt to determine how the superseded data were derived.
 RD1822
 RD1822_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR5976909235(NAD 83)
 RD1822
 RD1822  HISTORY     - Date     Condition        Report By
 RD1822  HISTORY     - 1936     MONUMENTED       USFS
 RD1822  HISTORY     - 1941     SEE DESCRIPTION  CGS
 RD1822  HISTORY     - 1963     SEE DESCRIPTION  ORTAX
 RD1822
 RD1822                          STATION DESCRIPTION
 RD1822
 RD1822'DESCRIBED BY US FOREST SERVICE 1936
 RD1822'THIS OCCUPIED STATION IS CENTER OF LOOKOUT TOWER ON HIGHEST
 RD1822'POINT OF BELL MOUNTAIN, SITUATED ABOUT 16 MILES AIR LINE W OF
 RD1822'MC MINNVILLE AND 10 MILES N OF WILLAMINA.
 RD1822'
 RD1822'REFERENCE MARK CONSISTS OF U.S.C. AND G.S. DISK MARKING STATION
 RD1822'BELL MOUNTAIN (USFS) AND IS 14.39 METERS (47.2 FEET) SOUTHERLY
 RD1822'FROM CENTER OF TOWER, U.S.C. AND G.S. INSTALLED STATION AND
 RD1822'REFERENCE DISK AT THIS POINT IN 1935 BUT DID NOT OCCUPY.
 RD1822'
 RD1822'TO REACH FROM WILLAMINA, GO N ON WILLAMINA CREEK ROAD, THENCE
 RD1822'LEFT ON BELL MOUNTAIN ROAD TO STATION.
 RD1822
 RD1822                          STATION RECOVERY (1941)
 RD1822
 RD1822'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (ANS)
 RD1822'ABOUT 0.5 MILE S OF THE HIGHEST PART OF BELL MOUNTAIN A HIGH PEAK
 RD1822'THAT IS TIMBERED ON THE N SIDE AND BARE ON THE S SIDE.  THE TOP
 RD1822'OF THE LOOKOUT TOWER, 49.8 FEET N OF STATION BELL MOUNTAIN, WAS
 RD1822'INTERSECTED.
 RD1822'
 RD1822'CENTER OF TOWER WAS OCCUPIED IN 1936 BY THE USFS, AND STATION
 RD1822'BELL MOUNTAIN 1941 WAS USED AS A REFERENCE MARK.
 RD1822
 RD1822                          STATION RECOVERY (1963)
 RD1822
 RD1822'RECOVERY NOTE BY OREGON STATE TAX COMMISSION 1963
 RD1822'STATION HAS BEEN TORN DOWN.  CONCRETE FOUNDATION REMAINS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0968 ***********************************************************************
 PC0968  DESIGNATION -  BELL MTN RESET
 PC0968  PID         -  PC0968
 PC0968  STATE/COUNTY-  OR/DOUGLAS
 PC0968  USGS QUAD   -  YELLOW BUTTE (1987)
 PC0968
 PC0968                         *CURRENT SURVEY CONTROL
 PC0968  ___________________________________________________________________
 PC0968* NAD 83(1991)-  43 36 57.78791(N)    123 29 46.95936(W)     ADJUSTED  
 PC0968* NAVD 88     -       538.8    (meters)    1768.     (feet)  VERTCON   
 PC0968  ___________________________________________________________________
 PC0968  LAPLACE CORR-           4.73  (seconds)                    DEFLEC99
 PC0968  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 PC0968  HORZ ORDER  -  SECOND
 PC0968
 PC0968.The horizontal coordinates were established by classical geodetic methods
 PC0968.and adjusted by the National Geodetic Survey in October 1991.
 PC0968
 PC0968.The NAVD 88 height was computed by applying the VERTCON shift value to
 PC0968.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PC0968
 PC0968.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC0968
 PC0968.The geoid height was determined by GEOID03.
 PC0968
 PC0968;                    North         East     Units Scale Factor Converg.
 PC0968;SPC OR S     -   220,871.725 1,258,197.308   MT  0.99992507   -2 02 59.9
 PC0968;SPC OR S     -   724,644.77  4,127,943.92   iFT  0.99992507   -2 02 59.9
 PC0968;UTM  10      - 4,829,349.725   459,947.605   MT  0.99961973   -0 20 32.7
 PC0968
 PC0968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC0968!SPC OR S     -   0.99991916  x   0.99992507  =   0.99984423
 PC0968!UTM  10      -   0.99991916  x   0.99961973  =   0.99953892
 PC0968
 PC0968:                Primary Azimuth Mark                     Grid Az
 PC0968:SPC OR S     -  BELL MTN AZ MK                           115 37 47.3
 PC0968:UTM  10      -  BELL MTN AZ MK                           113 55 20.1
 PC0968
 PC0968|---------------------------------------------------------------------|
 PC0968| PID    Reference Object                     Distance      Geod. Az  |
 PC0968|                                                           dddmmss.s |
 PC0968| CD9048 BELL MTN AZ MK                                     1133447.4 |
 PC0968| CD9049 BELL MTN RM 1                        28.452 METERS 14154     |
 PC0968| PC0970 BELL MTN LOOKOUT TOWER               17.060 METERS 15156     |
 PC0968| PC1077 KELLOGG                             APPROX.10.5 KM 2223234.4 |
 PC0968| CD9050 BELL MTN RM 2                        21.350 METERS 23753     |
 PC0968|---------------------------------------------------------------------|
 PC0968
 PC0968                          SUPERSEDED SURVEY CONTROL
 PC0968
 PC0968  NAD 83(1986)-  43 36 57.79193(N)    123 29 46.98957(W) AD(       ) 2
 PC0968  NAD 27      -  43 36 58.36200(N)    123 29 42.66300(W) AD(       ) 2
 PC0968  NGVD 29 (07/19/86)  537.7    (m)         1764.     (f) VERT ANG    3  
 PC0968
 PC0968.Superseded values are not recommended for survey control.
 PC0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0968.See file dsdata.txt to determine how the superseded data were derived.
 PC0968
 PC0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP5994829350(NAD 83)
 PC0968_MARKER: DS = TRIANGULATION STATION DISK
 PC0968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0968_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PC0968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0968+STABILITY: SURFACE MOTION
 PC0968
 PC0968  HISTORY     - Date     Condition        Report By
 PC0968  HISTORY     - 1980     MONUMENTED       NGS
 PC0968
 PC0968                          STATION DESCRIPTION
 PC0968
 PC0968'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 PC0968'THE SURFACE MARK WAS DESTROYED DURING THE DISMANTLEING OF THE LOOKOUT
 PC0968'TOWER.  THE UNDERGROUND MARK AND REFERENCE MARK 2 WERE RECOVERED.  A
 PC0968'NEW SURFACE MARK AND REFERENCE MARK 3 WERE ESTABLISHED AT THIS
 PC0968'TIME.  THE AZIMUTH MARK WAS SEARCHED FOR BUT WAS NOT RECOVERED.  IT
 PC0968'IS BELIEVED THAT IT IS STILL IN PLACE BUT COVERED BY BRUSH.
 PC0968'
 PC0968'A TOWER OF AT LEAST 75 FEET WOULD BE NEEDED TO USE THIS STATION.
 PC0968'
 PC0968'THE STATION IS LOCATED ABOUT 4 MILES EAST-SOUTHEAST OF ELKTON ON A
 PC0968'TIMBERED MOUNTAIN.  THE LAND IS OWNED BY THE WHIPPLE RANCH OF ELKTON.
 PC0968'
 PC0968'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS 138 AND 38 AT
 PC0968'THE NORTHEAST EDGE OF ELKTON, GO EAST ON HIGHWAY 138 FOR 1.65 MILES
 PC0968'TO CROSSROADS TURN LEFT ON COUNTY ROAD 203 AND GO 0.25 MILES TO A T
 PC0968'JUNCTION TURN RIGHT AND GO 0.5 MILE TO A T JUNCTION, TURN LEFT ON
 PC0968'GRAVEL DRIVE AND GO 0.75 MILE TO ROAD FORK TAKE RIGHT FORK, LONGVIEW
 PC0968'DRIVE AND GO 0.35 TO END OF COUNTY RD, CONTINUE UP HILL 1.5 MILES TO
 PC0968'A LOCKED GATE, KEY TO GATE CAN BE OBTAINED AT WHIPPLE RANCH WHICH IS
 PC0968'LOCATED 3.7 MILES EAST OF ELKTON ON HIGHWAY 138.  PASS THRU GATE AND
 PC0968'GO 0.9 MILE TO A CROSS-ROAD, TAKE CENTER ROAD THRU FENCE AND GO 1.2
 PC0968'MILES TO ROAD FORK, TAKE LEFT FORK AND GO 0.05 MILE TO BUILDING IN
 PC0968'RUINS AND THE STATION ABOUT 100 FEET EAST.
 PC0968'
 PC0968'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
 PC0968'---BELL MOUNTAIN 1953 1980---SET INTO THE TOP OF A ROUND CONCRETE
 PC0968'MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND LOCATED
 PC0968'19.2 METERS (63 FEET) W FROM THE SOUTHWEST CORNER OF AN OLD BUILDING,
 PC0968'N FROM THE CENTER OF 3 CONCRETE FOOTINGS, AND 0.9 METER (3 FEET) SE
 PC0968'FROM A METAL WITNESS POST.
 PC0968'
 PC0968'THE UNDERGROUND MARK IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 PC0968'NOS) DISK STAMPED---BELL MTN 1953---SET INTO AN IRREGULAR MASS OF
 PC0968'CONCRETE 0.76 METER (2.5 FEET) BELOW THE SURFACE.
 PC0968'
 PC0968'REFERENCE MARK NO. 3 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 PC0968'STAMPED---BELL MOUNTAIN 1953 NO 3 1980---SET INTO THE NORTHWEST
 PC0968'CORNER OF THE NORTHWEST ONE OF THREE CONCRETE FOOTINGS FOR THE OLD
 PC0968'LOOKOUT TOWER.  THE FOOTINGS ARE 3 FEET SQUARE AND PROJECT 1 FOOT.
 PC0968'MARK IS LOCATED 13.14 METERS (43.1 FEET) W FROM THE NORTHWEST CORNER
 PC0968'OF AN OLD BUILDING, 3.51 METERS (11.5 FEET) WNW FROM THE CENTER OF
 PC0968'THE 3 CONCRETE FOOTING, AND 0.6 METER (2 FEET) HIGHER THAN THE
 PC0968'STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0990 ***********************************************************************
 OA0990  DESIGNATION -  BELLEVUE
 OA0990  PID         -  OA0990
 OA0990  STATE/COUNTY-  OR/CURRY
 OA0990  USGS QUAD   -  BROOKINGS (1986)
 OA0990
 OA0990                         *CURRENT SURVEY CONTROL
 OA0990  ___________________________________________________________________
 OA0990* NAD 83(1991)-  42 06 49.16324(N)    124 20 46.21698(W)     ADJUSTED  
 OA0990* NAVD 88     -       184.     (meters)     604.     (feet)  SCALED    
 OA0990  ___________________________________________________________________
 OA0990  LAPLACE CORR-          14.55  (seconds)                    DEFLEC99
 OA0990  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 OA0990  HORZ ORDER  -  THIRD
 OA0990
 OA0990.The horizontal coordinates were established by classical geodetic methods
 OA0990.and adjusted by the National Geodetic Survey in October 1991.
 OA0990
 OA0990.The orthometric height was scaled from a topographic map.
 OA0990
 OA0990.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA0990
 OA0990.The geoid height was determined by GEOID03.
 OA0990
 OA0990;                    North         East     Units Scale Factor Converg.
 OA0990;SPC OR S     -    56,958.228 1,182,001.372   MT  1.00006254   -2 37 52.9
 OA0990;SPC OR S     -   186,870.83  3,877,957.26   iFT  1.00006254   -2 37 52.9
 OA0990;SPC CA 1     -   811,347.099 1,805,959.382   MT  1.00014433   -1 32 02.8
 OA0990;SPC CA 1     - 2,661,894.61  5,925,051.74   sFT  1.00014433   -1 32 02.8
 OA0990;UTM  10      - 4,663,272.312   388,710.848   MT  0.99975239   -0 54 10.2
 OA0990
 OA0990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA0990!SPC OR S     -   0.99997554  x   1.00006254  =   1.00003808
 OA0990!SPC CA 1     -   0.99997554  x   1.00014433  =   1.00011987
 OA0990!UTM  10      -   0.99997554  x   0.99975239  =   0.99972794
 OA0990
 OA0990:                Primary Azimuth Mark                     Grid Az
 OA0990:SPC OR S     -  SMITHS HILL                              353 36 00.4
 OA0990:SPC CA 1     -  SMITHS HILL                              352 30 10.3
 OA0990:UTM  10      -  SMITHS HILL                              351 52 17.7
 OA0990
 OA0990|---------------------------------------------------------------------|
 OA0990| PID    Reference Object                     Distance      Geod. Az  |
 OA0990|                                                           dddmmss.s |
 OA0990| OA0966 SMITHS HILL                         APPROX. 4.4 KM 3505807.5 |
 OA0990|---------------------------------------------------------------------|
 OA0990
 OA0990                          SUPERSEDED SURVEY CONTROL
 OA0990
 OA0990  NAD 83(1986)-  42 06 49.15029(N)    124 20 46.21918(W) AD(       ) 3
 OA0990  NAD 27      -  42 06 49.75200(N)    124 20 41.83400(W) AD(       ) 3
 OA0990
 OA0990.Superseded values are not recommended for survey control.
 OA0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0990.See file dsdata.txt to determine how the superseded data were derived.
 OA0990
 OA0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCM8871163272(NAD 83)
 OA0990
 OA0990  HISTORY     - Date     Condition        Report By
 OA0990  HISTORY     - 1871     MONUMENTED       CGS
 OA0990  HISTORY     - 1933     SEE DESCRIPTION  ORGS
 OA0990  HISTORY     - 1934     SEE DESCRIPTION  ORGS
 OA0990
 OA0990                          STATION DESCRIPTION
 OA0990
 OA0990'DESCRIBED BY COAST AND GEODETIC SURVEY 1871 (AWC)
 OA0990'ON THE TOP OF THE HIGH HILL RISING OUT OF THE PLATEAU ABOVE
 OA0990'CRESSWELLS, W OF THE TRAIL RUNNING OVER THE MOUNTAIN TO ROGUE RIVER.
 OA0990'
 OA0990'THE STATION IS MARKED 3 FEET BELOW THE SURFACE BY A GLASS
 OA0990'BOTTLE AND AT THE SURFACE BY A DRILL HOLE FILLED WITH LEAD IN
 OA0990'A STONE BLOCK.  THREE STAKES EACH 0.91 METER DISTANT BEAR N, S
 OA0990'AND E (MAGNETIC).
 OA0990
 OA0990                          STATION RECOVERY (1933)
 OA0990
 OA0990'RECOVERY NOTE BY OREGON GEODETIC SURVEY 1933
 OA0990'STATION IS ABOUT 5.5 MILES NW OF BROOKINGS, ABOUT 2 MILES W OF
 OA0990'THE OREGON COAST HIGHWAY AND ABOUT 1,500 FEET E OF THE JUNCTION
 OA0990'OF THE S SIDE OF THE BROAD POINT WHICH IS 1 MILE N OF CAPE
 OA0990'FERRELO, WITH THE MAIN SHORE LINE.  THE STATION IS ON A HIGH
 OA0990'HILL RISING OUT OF THE PLATEAU AND IS ABOUT 580 FEET IN
 OA0990'ELEVATION.
 OA0990
 OA0990                          STATION RECOVERY (1934)
 OA0990
 OA0990'RECOVERY NOTE BY OREGON GEODETIC SURVEY 1934
 OA0990'STATION SEARCHED FOR, BUT NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1758 ***********************************************************************
 RD1758  DESIGNATION -  BELLVUE
 RD1758  PID         -  RD1758
 RD1758  STATE/COUNTY-  OR/YAMHILL
 RD1758  USGS QUAD   -  BALLSTON (1992)
 RD1758
 RD1758                         *CURRENT SURVEY CONTROL
 RD1758  ___________________________________________________________________
 RD1758* NAD 83(1991)-  45 06 03.72464(N)    123 20 14.47434(W)     ADJUSTED  
 RD1758* NAVD 88     -        67.     (meters)     220.     (feet)  SCALED    
 RD1758  ___________________________________________________________________
 RD1758  LAPLACE CORR-          -7.46  (seconds)                    DEFLEC99
 RD1758  GEOID HEIGHT-         -21.69  (meters)                     GEOID03
 RD1758  HORZ ORDER  -  SECOND
 RD1758
 RD1758.The horizontal coordinates were established by classical geodetic methods
 RD1758.and adjusted by the National Geodetic Survey in October 1991.
 RD1758
 RD1758.The orthometric height was scaled from a topographic map.
 RD1758
 RD1758.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1758
 RD1758.The geoid height was determined by GEOID03.
 RD1758
 RD1758;                    North         East     Units Scale Factor Converg.
 RD1758;SPC OR N     -   163,309.425 2,276,746.429   MT  0.99989528   -2 00 44.0
 RD1758;SPC OR N     -   535,792.08  7,469,640.52   iFT  0.99989528   -2 00 44.0
 RD1758;UTM  10      - 4,994,229.516   473,458.116   MT  0.99960866   -0 14 20.3
 RD1758
 RD1758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1758!SPC OR N     -   0.99999289  x   0.99989528  =   0.99988817
 RD1758!UTM  10      -   0.99999289  x   0.99960866  =   0.99960155
 RD1758
 RD1758|---------------------------------------------------------------------|
 RD1758| PID    Reference Object                     Distance      Geod. Az  |
 RD1758|                                                           dddmmss.s |
 RD1758| DD9394 BELLVUE RM 3                         11.783 METERS 00616     |
 RD1758| DD9392 BELLVUE RM 1                          6.920 METERS 01906     |
 RD1758| DD9397 W 221                                              0324853.6 |
 RD1758| DD9393 BELLVUE RM 2                         12.244 METERS 09232     |
 RD1758|---------------------------------------------------------------------|
 RD1758
 RD1758                          SUPERSEDED SURVEY CONTROL
 RD1758
 RD1758  NAD 83(1986)-  45 06 03.75102(N)    123 20 14.48735(W) AD(       ) 2
 RD1758  NAD 27      -  45 06 04.33280(N)    123 20 10.10624(W) AD(       ) 2
 RD1758
 RD1758.Superseded values are not recommended for survey control.
 RD1758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1758.See file dsdata.txt to determine how the superseded data were derived.
 RD1758
 RD1758_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ7345894230(NAD 83)
 RD1758_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RD1758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD1758
 RD1758  HISTORY     - Date     Condition        Report By
 RD1758  HISTORY     - 1941     MONUMENTED       CGS
 RD1758  HISTORY     - 1961     SEE DESCRIPTION  CGS
 RD1758  HISTORY     - 1973     SEE DESCRIPTION  NGS
 RD1758
 RD1758                          STATION DESCRIPTION
 RD1758
 RD1758'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (ANS)
 RD1758'STATION IS LOCATED ABOUT 1-1/2 MILES SW OF BELLEVUE, 3 MILES E
 RD1758'OF SHERIDAN, 0.1 MILE S OF HIGHWAY 18 AND 50 YARDS NW OF ELMER
 RD1758'YOCOMS FARMHOUSE.  IT IS 62 FEET SW OF CENTER LINE (AT CURVE) OF
 RD1758'GRAVEL ROAD, 5 FEET NE OF FENCE CORNER AND 32 PACES W OF ELMER
 RD1758'YOCOMS MAIL BOX.  THE MARK PROJECTS 1 INCH AND IS STAMPED BELLVUE
 RD1758'1935.
 RD1758'
 RD1758'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 RD1758'DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A AND 11A.
 RD1758'
 RD1758'REFERENCE MARK NO.1 IS AT ABOUT THE SAME LEVEL AS THE STATION,
 RD1758'45 FEET W OF CENTER LINE (AT CURVE) OF GRAVEL ROAD AND 12 FEET E
 RD1758'OF FENCE LINE AND LANE OF TREES.  THE MARK IS FLUSH WITH THE
 RD1758'GROUND AND IS STAMPED BELLVUE NO.1, 1935.
 RD1758'
 RD1758'REFERENCE MARK NO.2 IS AT ABOUT THE SAME LEVEL AS THE STATION,
 RD1758'40 FEET S OF CENTER LINE (AT CURVE) OF GRAVEL ROAD AND 1 FOOT N
 RD1758'OF FENCE LINE.  THE MARK IS FLUSH WITH THE GROUND AND IS STAMPED
 RD1758'BELLVUE NO.2, 1935.
 RD1758'
 RD1758'TO REACH THE STATION FROM THE SHELL SERVICE STATION AND STORE
 RD1758'IN BELLEVUE GO SW ON HIGHWAY 18 FOR 0.9 MILE TO THE DEER CREEK
 RD1758'CONCRETE BRIDGE AND AZIMUTH MARK ON THE RIGHT, NE END OF
 RD1758'BRIDGE.  CONTINUE SW ON HIGHWAY 18 FOR 0.4 MILE.  TURN LEFT, S
 RD1758'OFF HIGHWAY ON GRAVEL ROAD AND GO 0.1 MILE TO WHERE ROAD CURVES
 RD1758'TO THE E IN FRONT OF ELMER YOCOMS FARM AND STATION IS TO THE
 RD1758'RIGHT, SW OF CURVE.
 RD1758'
 RD1758'NOTE--IT IS PLANNED AT THIS TIME TO RECONSTRUCT THE HIGHWAY IN
 RD1758'THIS VICINITY.  IN THE FUTURE IT IS LIKELY THE AZIMUTH MARK WILL
 RD1758'BE IN THE BRIDGE ON THE OLD HIGHWAY, NOT IN THE BRIDGE ON THE
 RD1758'RECONSTRUCTED HIGHWAY.  THE NEW BRIDGE IS TO BE 200 FEET SE OF
 RD1758'THE OLD.
 RD1758'
 RD1758'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 RD1758
 RD1758                          STATION RECOVERY (1961)
 RD1758
 RD1758'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (FN)
 RD1758'STATION WAS RECOVERED.
 RD1758'
 RD1758'REACHED FROM THE GENERAL STORE AND SERVICE STATION AT BELLEVUE
 RD1758'GO SOUTHWEST ON STATE HIGHWAY 18 FOR 1.0 MILE TO A T-ROAD ON THE
 RD1758'LEFT THAT LEADS TO BALLSTON, TURN LEFT, FOLLOW THE GRAVELED ROAD
 RD1758'ABOUT 0.1 MILE TO WHERE IT CURVES FROM SOUTH TO EAST.  STATION
 RD1758'MARK IS 62 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD AT THE
 RD1758'CURVE, ABOUT HALF WAY BETWEEN TWO TELEPHONE POLES THAT ARE
 RD1758'GUYED.  THEY ARE THE CORNER POLES FOR THE LINE WHERE IT TURNS
 RD1758'FROM SOUTH TO EAST, AND ABOUT 1-FOOT WEST OF A METAL WITNESS
 RD1758'POST.
 RD1758'
 RD1758'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON THE GRAVELED
 RD1758'ROAD ABOUT 0.1 MILE TO THE NEW PAVEMENT OF STATE HIGHWAY 18,
 RD1758'CROSS THE HIGHWAY AND FOLLOW THE OLD PAVEMENT EAST FOR ABOUT 0.35
 RD1758'MILES TO THE OLD HIGHWAY BRIDGE OVER DEER CREEK, IN THE CONCRETE
 RD1758'CURB AT THE NORTHEAST END OF THE BRIDGE.
 RD1758
 RD1758                          STATION RECOVERY (1973)
 RD1758
 RD1758'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 RD1758'THE STATION MARK, REFERENCE MARK NO. 2, AND BENCH MARK W 221,
 RD1758'AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARK
 RD1758'NO. 1 HAD BEEN DESTROYED.  REFERENCE MARK NO. 3 WAS
 RD1758'ESTABLISHED.  LINE OF SIGHT WAS NOT CLEARED TO THE AZIMUTH
 RD1758'MARK.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 RD1758'
 RD1758'THE STATION IS 3 MILES EAST OF SHERIDAN, AND 1 MILE SOUTHWEST
 RD1758'OF THE BELLVUE STORE, ON THE RIGHT-OF-WAY OF A MACADAM ROAD.
 RD1758'
 RD1758'TO REACH THE STATION FROM THE SHERIDAN POST OFFICE GO WEST FOR
 RD1758'0.05 MILE TO A T INTERSECTION, TURN LEFT, AND GO SOUTH ON SOUTH
 RD1758'BRIDGE STREET FOR 0.7 MILE TO STATE HIGHWAY 18, TURN LEFT, AND
 RD1758'GO EAST ON STATE HIGHWAY 18 FOR 3.0 MILES TO A MACADAM ROAD RIGHT,
 RD1758'AT THE SIGN, BALLSTON, TURN RIGHT, AND GO SOUTH ON THE MACADAM
 RD1758'ROAD FOR 0.15 MILE TO THE STATION ON THE RIGHT, WHERE THE ROAD
 RD1758'CURVES FROM SOUTH TO EAST.
 RD1758'
 RD1758'THE STATION MARK, STAMPED BELLVUE 1935, IS A STANDARD DISK SET
 RD1758'IN A 10-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH, 150 FEET
 RD1758'NORTHWEST OF MR. J. L. SCHMITZS RESIDENCE, 110 FEET WEST-SOUTHWEST
 RD1758'OF MR. SCHMITZS MAILBOX, 95 FEET SOUTHWEST OF THE CENTER OF THE
 RD1758'MACADAM ROAD, ON THE OUTSIDE OF A CURVE, 65 FEET SOUTHWEST OF
 RD1758'POWER POLE NO. 1209, AND 2 FEET WEST OF A METAL WITNESS
 RD1758'POST.  (NOTE 1A AND 7A)
 RD1758'
 RD1758'REFERENCE MARK NO. 2, STAMPED BELLVUE NO 2 1935, IS A STANDARD
 RD1758'DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH, 46
 RD1758'FEET SOUTH OF THE POWER POLE, 11 FEET WEST-NORTHWEST OF A POWER
 RD1758'LINE BRACE POLE, AND 5 FEET WEST-NORTHWEST OF THE DEAD MAN ANCHOR
 RD1758'FOR THE POWER POLE.  (NOTE 11A)
 RD1758'
 RD1758'REFERENCE MARK NO. 3, STAMPED BELLVUE 1935 NO 3 1973, IS A
 RD1758'STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT
 RD1758'PROJECTS 2-INCHES, 70 FEET WEST-SOUTHWEST OF THE CENTER OF THE
 RD1758'MACADAM ROAD, 43 FEET WEST OF POWER POLE NO. 1209, AND 5 FEET
 RD1758'SOUTHWEST OF THE DEAD MAN ANCHOR FOR THE POWER POLE.  (NOTE 11A)
 RD1758'
 RD1758'TO REACH BENCH MARK W 221, AZIMUTH MARK, FROM THE STATION GO
 RD1758'NORTH ON THE MACADAM ROAD FOR 0.15 MILE TO STATE HIGHWAY 18, CROSS
 RD1758'THE HIGHWAY, THEN GO NORTHEAST ON THE OLD PAVEMENT FOR 0.4 MILE
 RD1758'TO THE BRIDGE OVER DEER CREEK, AND THE BENCH MARK ON THE LEFT.
 RD1758'
 RD1758'BENCH MARK W 221, STAMPED 175 W 221 1935, IS AN OREGON STATE
 RD1758'HIGHWAY BENCH MARK SET IN THE CONCRETE CURB, AT THE NORTHEAST
 RD1758'CORNER OF THE BRIDGE, 10 FEET NORTHWEST OF THE CENTER OF THE
 RD1758'BRIDGE, 1 FOOT SOUTHWEST OF THE NORTHEAST END OF THE CURB, AND 1
 RD1758'FOOT HIGHER THAN THE BRIDGE FLOOR.
 RD1758'
 RD1758'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RD1758'3 MILES EAST OF SHERIDAN.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2231 ***********************************************************************
 RD2231  DESIGNATION -  BEN
 RD2231  PID         -  RD2231
 RD2231  STATE/COUNTY-  OR/MULTNOMAH
 RD2231  USGS QUAD   -  BRIDAL VEIL (1994)
 RD2231
 RD2231                         *CURRENT SURVEY CONTROL
 RD2231  ___________________________________________________________________
 RD2231* NAD 83(1991)-  45 34 43.18073(N)    122 07 53.34202(W)     ADJUSTED  
 RD2231* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 RD2231  ___________________________________________________________________
 RD2231  LAPLACE CORR-           7.30  (seconds)                    DEFLEC99
 RD2231  GEOID HEIGHT-         -22.10  (meters)                     GEOID03
 RD2231  HORZ ORDER  -  THIRD
 RD2231
 RD2231.The horizontal coordinates were established by classical geodetic methods
 RD2231.and adjusted by the National Geodetic Survey in October 1991.
 RD2231
 RD2231.The orthometric height was scaled from a topographic map.
 RD2231
 RD2231.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2231
 RD2231.The geoid height was determined by GEOID03.
 RD2231
 RD2231;                    North         East     Units Scale Factor Converg.
 RD2231;SPC OR N     -   213,751.748 2,372,682.878   MT  0.99992015   -1 09 25.3
 RD2231;SPC OR N     -   701,285.26  7,784,392.64   iFT  0.99992015   -1 09 25.3
 RD2231;SPC WA S     -    28,585.801   372,664.550   MT  1.00006744   -1 11 06.4
 RD2231;SPC WA S     -    93,785.25  1,222,650.28   sFT  1.00006744   -1 11 06.4
 RD2231;UTM  10      - 5,047,602.418   567,759.787   MT  0.99965645   +0 37 13.2
 RD2231
 RD2231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2231!SPC OR N     -   1.00000283  x   0.99992015  =   0.99992298
 RD2231!SPC WA S     -   1.00000283  x   1.00006744  =   1.00007027
 RD2231!UTM  10      -   1.00000283  x   0.99965645  =   0.99965928
 RD2231
 RD2231:                Primary Azimuth Mark                     Grid Az
 RD2231:SPC OR N     -  RAY                                      291 38 16.0
 RD2231:SPC WA S     -  RAY                                      291 39 57.1
 RD2231:UTM  10      -  RAY                                      289 51 37.5
 RD2231
 RD2231|---------------------------------------------------------------------|
 RD2231| PID    Reference Object                     Distance      Geod. Az  |
 RD2231|                                                           dddmmss.s |
 RD2231| RD2241 RAY                                 APPROX. 2.3 KM 2902850.7 |
 RD2231|---------------------------------------------------------------------|
 RD2231
 RD2231                          SUPERSEDED SURVEY CONTROL
 RD2231
 RD2231  NAD 83(1986)-  45 34 43.19041(N)    122 07 53.34910(W) AD(       ) 3
 RD2231  NAD 27      -  45 34 43.75900(N)    122 07 49.03700(W) AD(       ) 3
 RD2231
 RD2231.Superseded values are not recommended for survey control.
 RD2231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2231.See file dsdata.txt to determine how the superseded data were derived.
 RD2231
 RD2231_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER6776047602(NAD 83)
 RD2231
 RD2231  HISTORY     - Date     Condition        Report By
 RD2231  HISTORY     - 1935     MONUMENTED       USE
 RD2231  HISTORY     - 1946     SEE DESCRIPTION  CGS
 RD2231  HISTORY     - 1952     SEE DESCRIPTION  CGS
 RD2231  HISTORY     - 1956     SEE DESCRIPTION  CGS
 RD2231
 RD2231                          STATION DESCRIPTION
 RD2231
 RD2231'DESCRIBED BY US ENGINEERS 1935
 RD2231'ON S BANK OF COLUMBIA RIVER, JUST UPSTREAM FROM MOUTH OF
 RD2231'WAHKEENA CREEK AND N OF UNION PACIFIC RAILROAD MILEPOST 29.
 RD2231'
 RD2231'STATION IS MARKED BY SECTION OF 1 1/4-INCH IRON PIPE IN
 RD2231'CONCRETE POST WITH USED BEN 1935 MARKED IN CONCRETE.
 RD2231'
 RD2231'STATION MAY BE REACHED BY DRIVING ALONG COLUMBIA RIVER
 RD2231'HIGHWAY (U.S. HIGHWAY 30) TO WAHKEENA FALLS, THENCE NORTHWARD
 RD2231'INTO PICNIC AND CAMP GROUNDS AND ACROSS TRACK TO RIVER BANK.
 RD2231
 RD2231                          STATION RECOVERY (1946)
 RD2231
 RD2231'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (EHB)
 RD2231'STATION WAS RECOVERED IN EXCELLENT CONDITION.  IT IS ON THE
 RD2231'S BANK OF THE COLUMBIA RIVER, JUST UPSTREAM FROM THE MOUTH
 RD2231'OF WAHKEENA CREEK, AND N OF UNION PACIFIC R.R. MILEPOST
 RD2231'29.  TRIANGULAR-BLAZED 30-INCH-DIAMETER COTTONWOOD TREE IS
 RD2231'8 METERS N OF THE STATION, A TRIANGULAR-BLAZED 12-INCH-DIAMETER
 RD2231'ASH TREE IS 7 METERS E OF THE STATION, AND A TRIANGULAR-BLAZED
 RD2231'24-INCH-DIAMETER COTTONWOOD TREE IS 15 METERS E OF THE
 RD2231'STATION.  STATION IS FLUSH WITH THE SURFACE.  IT IS MARKED
 RD2231'BY A SECTION OF 1-1/4-INCH IRON PIPE IN CONCRETE POST,
 RD2231'WITH USED BEN 1935 INSCRIBED IN THE TOP OF CONCRETE.
 RD2231'
 RD2231'STATION WAS REACHED BY BOAT.
 RD2231
 RD2231                          STATION RECOVERY (1952)
 RD2231
 RD2231'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ANS)
 RD2231'THE STATION WAS RECOVERED AND THE MARK WAS FOUND IN
 RD2231'GOOD CONDITION.  IT IS NOW 1.0 FOOT BELOW THE SURFACE OF
 RD2231'THE GROUND.
 RD2231'
 RD2231'THE STATION IS ON THE S BANK OF THE COLUMBIA RIVER, ABOUT
 RD2231'0.7 MILE W OF MULTNOMAH FALLS, AND 75 METERS N OF THE NEW
 RD2231'ROUTE OF U.S. HIGHWAY 30.  IT IS ACROSS THE HIGHWAY FROM
 RD2231'BENSON PARK AND ABOUT 125 METERS DOWNSTREAM FROM THE MOUTH
 RD2231'OF WAHKEENA CREEK.
 RD2231'
 RD2231'STATION MARK IS A 1-1/4-INCH IRON PIPE SET IN AND PROJECTING
 RD2231'1/2 INCH FROM A 9-INCH SQUARE BLOCK OF CONCRETE THAT IS 1 FOOT
 RD2231'BELOW THE SURFACE OF THE GROUND.  BEN USED 1935 IS INSCRIBED
 RD2231'IN THE CONCRETE.  THE MARK IS 8.2 METERS SSE OF A TRIANGULAR
 RD2231'BLAZE ON A 30-INCH TREE, 7.7 METERS W BY N OF A TRIANGULAR
 RD2231'BLAZE ON AN 18-INCH TREE, AND 14.8 METERS W OF A TRIANGULAR
 RD2231'BLAZE ON A 24-INCH TREE.
 RD2231'
 RD2231'TO REACH THE STATION FROM MULTNOMAH FALLS, GO W ON THE
 RD2231'NEW ROUTE (EXPRESS ROUTE) OF U.S. HIGHWAY 30 FOR 0.65 MILE
 RD2231'TO A POINT ABOUT 150 FEET E OF THE ROAD LEADING INTO
 RD2231'BENSON PARK.  THENCE GO N TO THE POINT OF THE RIVERBANK
 RD2231'AND THE STATION.
 RD2231
 RD2231                          STATION RECOVERY (1956)
 RD2231
 RD2231'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JBW)
 RD2231'THE STATION WAS RECOVERED AS DESCRIBED BY A.N.S. IN 1952.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH1173 ***********************************************************************
 OH1173  DESIGNATION -  BENCH
 OH1173  PID         -  OH1173
 OH1173  STATE/COUNTY-  OR/MALHEUR
 OH1173  USGS QUAD   -  VALE EAST (1975)
 OH1173
 OH1173                         *CURRENT SURVEY CONTROL
 OH1173  ___________________________________________________________________
 OH1173* NAD 83(1991)-  43 58 24.53752(N)    117 08 45.49439(W)     ADJUSTED  
 OH1173* NAVD 88     -       745.6    (meters)    2446.     (feet)  VERTCON   
 OH1173  ___________________________________________________________________
 OH1173  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 OH1173  GEOID HEIGHT-         -17.90  (meters)                     GEOID03
 OH1173  HORZ ORDER  -  THIRD
 OH1173
 OH1173.The horizontal coordinates were established by classical geodetic methods
 OH1173.and adjusted by the National Geodetic Survey in October 1991.
 OH1173
 OH1173.The NAVD 88 height was computed by applying the VERTCON shift value to
 OH1173.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OH1173
 OH1173.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1173
 OH1173.The geoid height was determined by GEOID03.
 OH1173
 OH1173;                    North         East     Units Scale Factor Converg.
 OH1173;SPC OR S     -   261,645.837 1,769,059.986   MT  0.99999337   +2 17 40.7
 OH1173;SPC OR S     -   858,418.10  5,804,002.58   iFT  0.99999337   +2 17 40.7
 OH1173;UTM  11      - 4,868,937.979   488,291.720   MT  0.99960169   -0 06 04.9
 OH1173
 OH1173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1173!SPC OR S     -   0.99988591  x   0.99999337  =   0.99987928
 OH1173!UTM  11      -   0.99988591  x   0.99960169  =   0.99948764
 OH1173
 OH1173|---------------------------------------------------------------------|
 OH1173| PID    Reference Object                     Distance      Geod. Az  |
 OH1173|                                                           dddmmss.s |
 OH1173| CD6841 BENCH RM 2                           15.438 METERS 17147     |
 OH1173| OH1171 VALE                                APPROX. 4.5 KM 2654402.8 |
 OH1173| CD6840 BENCH RM 1                           18.629 METERS 27752     |
 OH1173|---------------------------------------------------------------------|
 OH1173
 OH1173                          SUPERSEDED SURVEY CONTROL
 OH1173
 OH1173  NAD 83(1986)-  43 58 24.53684(N)    117 08 45.49362(W) AD(       ) 3
 OH1173  NAD 27      -  43 58 24.95161(N)    117 08 41.88408(W) AD(       ) 3
 OH1173  NGVD 29 (07/19/86)  744.6    (m)         2443.     (f) VERT ANG    3  
 OH1173
 OH1173.Superseded values are not recommended for survey control.
 OH1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1173.See file dsdata.txt to determine how the superseded data were derived.
 OH1173
 OH1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ8829268938(NAD 83)
 OH1173_MARKER: DS = TRIANGULATION STATION DISK
 OH1173_SETTING: 0 = UNSPECIFIED SETTING
 OH1173_STAMPING: BENCH 1967
 OH1173_MARK LOGO: CGS   
 OH1173_MAGNETIC: N = NO MAGNETIC MATERIAL
 OH1173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH1173+STABILITY: SURFACE MOTION
 OH1173_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OH1173+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2005
 OH1173
 OH1173  HISTORY     - Date     Condition        Report By
 OH1173  HISTORY     - 1967     MONUMENTED       CGS
 OH1173  HISTORY     - 19930811 GOOD             LOCENG
 OH1173  HISTORY     - 20051117 GOOD             ORBITE
 OH1173
 OH1173                          STATION DESCRIPTION
 OH1173
 OH1173'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 OH1173'LOCATED 9.5 MI NW. OF NYSSA, 9.4 MI SW. OF ONTARIO, 4.4 MI E. OF
 OH1173'VALE.  ON SANDY TOP ON NORTH EDGE OF PROMINENT BENCH.
 OH1173'
 OH1173'TO REACH FROM JCT. OF U.S. HWYS. 20 AND 26E IN VALE, GO E. ON
 OH1173'HWY. 20 4.4 MI TO RD. INTERSECTION AT WEST EDGE OF UNCULTIVATED
 OH1173'GROUND AT TWO LARGE CONCRETE SILOS.  TURN RIGHT (S.) ON FIELD RD.
 OH1173'0.2 MI THEN RIGHT 0.1 MI AND LEFT 0.2 MI TO WOODEN BRIDGE ACROSS
 OH1173'CANAL, CONTINUE S. 0.2 MI TO LOCKED GATE (PERMISSION AND KEY
 OH1173'OBTAINED FROM BEN DUNLEAVY RANCH HOUSE 0.5 MI E. OF TWIN SILOS ON
 OH1173'HWY. 20), GO 0.1 MI THROUGH GATE TO RD. FORK AT SPRING.  TURN LEFT
 OH1173'UPHILL 0.4 MI TO FENCE.  TURN LEFT (N.) ALONG FENCE 0.1 MI TO
 OH1173'STATION ON SANDY TOP, 56.93 FT W. OF FENCE LINE.
 OH1173'
 OH1173'STATION MARK--STANDARD TABLET STAMPED---BENCH 1967---, SET IN
 OH1173'CONCRETE PROJECTING 0.8 FT ABOVE GROUND.
 OH1173'
 OH1173'RM 1--STANDARD RM TABLET STAMPED---RM NO 1 1967---, SET IN CONCRETE
 OH1173'PROJECTING 0.4 FT ABOVE GROUND.
 OH1173'
 OH1173'RM 2--STANDARD RM TABLET STAMPED---RM NO 2 1967---, SET IN CONCRETE
 OH1173'PROJECTING 0.4 FT ABOVE GROUND.
 OH1173
 OH1173                          STATION RECOVERY (1993)
 OH1173
 OH1173'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993 (LLR)
 OH1173'STATION FOUND IN GOOD CONDITION.  STATION NOW PROJECTS APPROXIMATELY
 OH1173'1.5 FEET (0.5 M) ABOVE GROUND.  BOTH REFERENCE MARKS IN GOOD
 OH1173'CONDITION. DESCRIBED BY TYLER B.  PARSONS, RLS.
 OH1173
 OH1173                          STATION RECOVERY (2005)
 OH1173
 OH1173'RECOVERY NOTE BY ORBITECH INC 2005 (SHG)
 OH1173'FOUND 3 3/4 INCH DIAMETER USGS BRASS DISK SET IN 11 INCH DIAMETER
 OH1173'CONCRETE FILLED BUCKET WITH A 16 INCH DIAMETER CONCRETE BASE. THE
 OH1173'BRASS DISK IS 17 INCHES ABOVE GROUND LEVEL. ALSO FOUND RM 1 AND 2.
 OH1173' 
 OH1173'THE POINT IS LOCATED IN SECTION 25, T18S, R45E, WM, APPROXIMATELY 5
 OH1173'MILES EAST OF VALE, OR.
 OH1173' 
 OH1173'TO REACH FROM THE INTERSECTION OF US HIGHWAYS 20 AND 26 IN VALE, OR,
 OH1173'PROCEED EAST ON US HIGHWAY 20/26 FOR 5.2 MILES TO A FARM DRIVEWAY ON
 OH1173'THE RIGHT AT MP 251.5 (ADDRESS IS 1157 HIGHWAY 20/26).
 OH1173' 
 OH1173'OBTAIN PERMISSION FROM THE LAND OWNER AND THEN PROCEED SOUTH ON A
 OH1173'FIELD ROAD FOR 0.4 MILES TO A CANAL CROSSING, CROSS THE CANAL AND
 OH1173'PROCEED SW ON DIRT ROAD FOR 0.8 MILES TO A N-S FENCE AND THE POINT
 OH1173'LOCATED APPROXIMATELY 300 FEET NORTH OF THE DIRT ROAD AND 56 FEET WEST
 OH1173'OF THE N-S FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0998 ***********************************************************************
 OA0998  DESIGNATION -  BENCH
 OA0998  PID         -  OA0998
 OA0998  STATE/COUNTY-  OR/CURRY
 OA0998  USGS QUAD   -  BROOKINGS (1986)
 OA0998
 OA0998                         *CURRENT SURVEY CONTROL
 OA0998  ___________________________________________________________________
 OA0998* NAD 83(1991)-  42 05 09.91279(N)    124 18 56.35467(W)     ADJUSTED  
 OA0998* NAVD 88     -        80.     (meters)     262.     (feet)  SCALED    
 OA0998  ___________________________________________________________________
 OA0998  LAPLACE CORR-          12.96  (seconds)                    DEFLEC99
 OA0998  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 OA0998  HORZ ORDER  -  THIRD
 OA0998
 OA0998.The horizontal coordinates were established by classical geodetic methods
 OA0998.and adjusted by the National Geodetic Survey in October 1991.
 OA0998
 OA0998.The orthometric height was scaled from a topographic map.
 OA0998
 OA0998.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA0998
 OA0998.The geoid height was determined by GEOID03.
 OA0998
 OA0998;                    North         East     Units Scale Factor Converg.
 OA0998;SPC OR S     -    53,783.487 1,184,383.284   MT  1.00007140   -2 36 37.7
 OA0998;SPC OR S     -   176,455.01  3,885,771.93   iFT  1.00007140   -2 36 37.7
 OA0998;SPC CA 1     -   808,218.307 1,808,401.802   MT  1.00013364   -1 30 51.0
 OA0998;SPC CA 1     - 2,651,629.56  5,933,064.91   sFT  1.00013364   -1 30 51.0
 OA0998;UTM  10      - 4,660,171.850   391,186.653   MT  0.99974569   -0 52 54.8
 OA0998
 OA0998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA0998!SPC OR S     -   0.99999184  x   1.00007140  =   1.00006324
 OA0998!SPC CA 1     -   0.99999184  x   1.00013364  =   1.00012548
 OA0998!UTM  10      -   0.99999184  x   0.99974569  =   0.99973754
 OA0998
 OA0998:                Primary Azimuth Mark                     Grid Az
 OA0998:SPC OR S     -  LOW POINT                                196 48 33.8
 OA0998:SPC CA 1     -  LOW POINT                                195 42 47.1
 OA0998:UTM  10      -  LOW POINT                                195 04 50.9
 OA0998
 OA0998|---------------------------------------------------------------------|
 OA0998| PID    Reference Object                     Distance      Geod. Az  |
 OA0998|                                                           dddmmss.s |
 OA0998| OA0977 LOW POINT                           APPROX. 1.4 KM 1941156.1 |
 OA0998|---------------------------------------------------------------------|
 OA0998
 OA0998                          SUPERSEDED SURVEY CONTROL
 OA0998
 OA0998  NAD 83(1986)-  42 05 09.90126(N)    124 18 56.35707(W) AD(       ) 3
 OA0998  NAD 27      -  42 05 10.51000(N)    124 18 51.98000(W) AD(       ) 3
 OA0998
 OA0998.Superseded values are not recommended for survey control.
 OA0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0998.See file dsdata.txt to determine how the superseded data were derived.
 OA0998
 OA0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCM9118760172(NAD 83)
 OA0998
 OA0998  HISTORY     - Date     Condition        Report By
 OA0998  HISTORY     - 1871     MONUMENTED       CGS
 OA0998  HISTORY     - 1933     SEE DESCRIPTION  ORGS
 OA0998
 OA0998                          STATION DESCRIPTION
 OA0998
 OA0998'DESCRIBED BY COAST AND GEODETIC SURVEY 1871 (AWC)
 OA0998'ON THE BANK OF THE NEXT STREAM BEYOND FLAT KNOLL, TO THE RIGHT OF
 OA0998'WHERE THE ROAD RUNS DOWN INTO THE GULCH, 290 FEET ABOVE SEA LEVEL.
 OA0998'
 OA0998'THE STATION IS MARKED ABOUT 2-1/2 FEET UNDERGROUND BY A
 OA0998'BOTTLE.  THREE STAKES AROUND THE STATION BEAR N, S AND E (MAGNETIC)
 OA0998'AND ARE DISTANT 0.91 METER.
 OA0998
 OA0998                          STATION RECOVERY (1933)
 OA0998
 OA0998'RECOVERY NOTE BY OREGON GEODETIC SURVEY 1933
 OA0998'STATION RECOVERED AS DESCRIBED.  MARK IN GOOD CONDITION.  STATION
 OA0998'IS ABOUT 3.25 MILES AIR LINE NW OF BROOKINGS, JUST S OF THE THIRD
 OA0998'CREEK EMPTYING INTO THE OCEAN S OF CAPE FERRELO, ABOUT 0.5 MILE
 OA0998'INLAND FROM THE MOUTH OF THE CREEK AND AT THE TOP OF THE CANYON
 OA0998'AT AN ELEVATION OF ABOUT 290 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1188 ***********************************************************************
 OA1188  DESIGNATION -  BENCH
 OA1188  PID         -  OA1188
 OA1188  STATE/COUNTY-  OR/DOUGLAS
 OA1188  USGS QUAD   -  WINCHESTER BAY (1985)
 OA1188
 OA1188                         *CURRENT SURVEY CONTROL
 OA1188  ___________________________________________________________________
 OA1188* NAD 83(1991)-  43 41 20.06747(N)    124 10 23.10766(W)     ADJUSTED  
 OA1188* NAVD 88     -         2.9    (meters)      10.     (feet)  VERTCON   
 OA1188  ___________________________________________________________________
 OA1188  LAPLACE CORR-          14.92  (seconds)                    DEFLEC99
 OA1188  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 OA1188  HORZ ORDER  -  THIRD
 OA1188
 OA1188.The horizontal coordinates were established by classical geodetic methods
 OA1188.and adjusted by the National Geodetic Survey in October 1991.
 OA1188
 OA1188.The NAVD 88 height was computed by applying the VERTCON shift value to
 OA1188.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OA1188
 OA1188.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1188
 OA1188.The geoid height was determined by GEOID03.
 OA1188
 OA1188;                    North         East     Units Scale Factor Converg.
 OA1188;SPC OR S     -   231,132.369 1,203,974.784   MT  0.99993581   -2 30 46.6
 OA1188;SPC OR S     -   758,308.30  3,950,048.50   iFT  0.99993581   -2 30 46.6
 OA1188;UTM  10      - 4,837,990.010   405,458.576   MT  0.99970994   -0 48 37.3
 OA1188
 OA1188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1188!SPC OR S     -   1.00000352  x   0.99993581  =   0.99993932
 OA1188!UTM  10      -   1.00000352  x   0.99970994  =   0.99971345
 OA1188
 OA1188                          SUPERSEDED SURVEY CONTROL
 OA1188
 OA1188  NAD 83(1986)-  43 41 20.07098(N)    124 10 23.15581(W) AD(       ) 3
 OA1188  NAD 27      -  43 41 20.63000(N)    124 10 18.76000(W) AD(       ) 3
 OA1188  NGVD 29 (07/19/86)    1.8    (m)            6.     (f) VERT ANG    3  
 OA1188
 OA1188.Superseded values are not recommended for survey control.
 OA1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1188.See file dsdata.txt to determine how the superseded data were derived.
 OA1188
 OA1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP0545937990(NAD 83)
 OA1188
 OA1188  HISTORY     - Date     Condition        Report By
 OA1188  HISTORY     - 1908     MONUMENTED       CGS
 OA1188  HISTORY     - 1948     SEE DESCRIPTION  CGS
 OA1188
 OA1188                          STATION DESCRIPTION
 OA1188
 OA1188'DESCRIBED BY COAST AND GEODETIC SURVEY 1908 (JSH)
 OA1188'STATION IS ON A SANDSTONE BLUFF, 135 METERS BELOW THE SITE OF AN
 OA1188'OLD CANNERY, OPPOSITE THE LIFE-SAVING STATION, AND 9.5 FEET ABOVE
 OA1188'MEAN LOW WATER.
 OA1188'
 OA1188'THE STATION IS MARKED BY A BRASS BOLT SET IN THE SANDSTONE BLUFF
 OA1188'WITH CEMENT.  THE LETTERS U.S.E. AND B.M. ARE MARKED IN THE CEMENT
 OA1188'AROUND THE STATION.  THE STATION WAS ESTABLISHED BY THE UNITED
 OA1188'STATES ARMY ENGINEERS AS A REFERENCE BENCH MARK FOR A TIDE GAUGE.
 OA1188
 OA1188                          STATION RECOVERY (1948)
 OA1188
 OA1188'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RAE)
 OA1188'A THOROUGH SEARCH WAS MADE FOR THE STATION BUT IT COULD NOT BE
 OA1188'FOUND.  IT SHOULD BE CLASSIFIED AS LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1545 ***********************************************************************
 OA1545  DESIGNATION -  BENCH
 OA1545  PID         -  OA1545
 OA1545  STATE/COUNTY-  OR/COOS
 OA1545  USGS QUAD   -  EMPIRE (1970)
 OA1545
 OA1545                         *CURRENT SURVEY CONTROL
 OA1545  ___________________________________________________________________
 OA1545* NAD 83(1991)-  43 24 01.45235(N)    124 16 16.22896(W)     ADJUSTED  
 OA1545* NAVD 88     -        21.     (meters)      69.     (feet)  SCALED    
 OA1545  ___________________________________________________________________
 OA1545  LAPLACE CORR-          17.52  (seconds)                    DEFLEC99
 OA1545  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 OA1545  HORZ ORDER  -  SECOND
 OA1545
 OA1545.The horizontal coordinates were established by classical geodetic methods
 OA1545.and adjusted by the National Geodetic Survey in October 1991.
 OA1545
 OA1545.The orthometric height was scaled from a topographic map.
 OA1545
 OA1545.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1545
 OA1545.The geoid height was determined by GEOID03.
 OA1545
 OA1545;                    North         East     Units Scale Factor Converg.
 OA1545;SPC OR S     -   199,465.074 1,194,631.965   MT  0.99990277   -2 34 48.1
 OA1545;SPC OR S     -   654,412.97  3,919,396.21   iFT  0.99990277   -2 34 48.1
 OA1545;UTM  10      - 4,806,065.124   397,063.482   MT  0.99973034   -0 52 24.6
 OA1545
 OA1545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1545!SPC OR S     -   1.00000077  x   0.99990277  =   0.99990354
 OA1545!UTM  10      -   1.00000077  x   0.99973034  =   0.99973111
 OA1545
 OA1545|---------------------------------------------------------------------|
 OA1545| PID    Reference Object                     Distance      Geod. Az  |
 OA1545|                                                           dddmmss.s |
 OA1545| CD9594 BENCH RM 1                            5.433 METERS 13734     |
 OA1545| CD9595 BENCH RM 2                            8.428 METERS 22059     |
 OA1545| OA1514 UTTER ROCK LIGHT 2                  APPROX. 0.7 KM 2694607.8 |
 OA1545| OA1512 COOS BAY LIGHT 5                    APPROX. 0.8 KM 3010543.3 |
 OA1545| OA1525 JARVIS LOWER RANGE F BEACON         APPROX. 2.1 KM 3503311.0 |
 OA1545| OA1528 JARVIS LOWER RANGE R BEACON         APPROX. 2.5 KM 3532620.3 |
 OA1545| OA1529 JARVIS UPPER RANGE R BEACON         APPROX. 2.3 KM 3533012.1 |
 OA1545| OA1547 JARVIS UPPER RANGE F BEACON         APPROX. 2.4 KM 3590130.1 |
 OA1545|---------------------------------------------------------------------|
 OA1545
 OA1545                          SUPERSEDED SURVEY CONTROL
 OA1545
 OA1545  NAD 83(1986)-  43 24 01.44912(N)    124 16 16.27650(W) AD(       ) 2
 OA1545  NAD 27      -  43 24 02.04400(N)    124 16 11.85800(W) AD(       ) 2
 OA1545
 OA1545.Superseded values are not recommended for survey control.
 OA1545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1545.See file dsdata.txt to determine how the superseded data were derived.
 OA1545
 OA1545_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCP9706306065(NAD 83)
 OA1545_MARKER: Z = SEE DESCRIPTION
 OA1545_SETTING: 0 = UNSPECIFIED SETTING
 OA1545
 OA1545  HISTORY     - Date     Condition        Report By
 OA1545  HISTORY     - 1945     MONUMENTED       CGS
 OA1545  HISTORY     - 1948     SEE DESCRIPTION  CGS
 OA1545  HISTORY     - 1969     SEE DESCRIPTION  CGS
 OA1545
 OA1545                          STATION DESCRIPTION
 OA1545
 OA1545'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (KGC)
 OA1545'STATION IS LOCATED ABOUT 0.5 MILE NE OF EMPIRE, ON THE SW SIDE
 OA1545'OF COOS BAY, ON A SMALL BENCH ABOUT 80 FEET ABOVE HIGH WATER,
 OA1545'AND ABOUT 80 FEET BELOW THE SUMMIT.  IT IS 6 FEET SW OF A
 OA1545'WHITE 4- BY 4-INCH WITNESS POST.
 OA1545'
 OA1545'STATION MARK IS A BRONZE STATION DISK SET IN CONCRETE AT THE
 OA1545'CENTER OF THE TOP OF A TILE WHICH IS EMBEDDED IN THE
 OA1545'GROUND.  IT IS STAMPED BENCH 1945 AND PROJECTS 5 INCHES ABOVE
 OA1545'THE GROUND.  UNDERGROUND MARK IS A BRONZE STATION DISK CEMENTED
 OA1545'IN THE TOP OF A 7-FOOT 2-INCH IRON PIPE SET 3-1/2 FEET BELOW
 OA1545'THE SURFACE.  DISK IS STAMPED BENCH 1945.
 OA1545'
 OA1545'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK CEMENTED ON THE
 OA1545'TOP OF A 7-FOOT 2-INCH IRON PIPE THAT IS CEMENTED INTO A
 OA1545'CONCRETE-FILLED TILE.  IT IS ABOUT 12 FEET HIGHER THAN THE STATION,
 OA1545'PROJECTS 4 INCHES ABOVE THE GROUND, AND IS STAMPED BENCH NO 1
 OA1545'1945.
 OA1545'
 OA1545'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK CEMENTED ON THE TOP OF
 OA1545'A 7-FOOT 2-INCH IRON PIPE.  IT IS ABOUT 2 FEET LOWER
 OA1545'THAN THE STATION, PROJECTS 4 INCHES ABOVE THE GROUND, AND IS
 OA1545'STAMPED BENCH NO 2 1945.
 OA1545'
 OA1545'TO REACH STATION FROM THE EMPIRE POST OFFICE, GO W FOR 1
 OA1545'BLOCK, TURN RIGHT AND GO 0.8 MILE TO A TRACK ROAD, TURN LEFT
 OA1545'ONTO TRACK ROAD AND GO 0.1 MILE TO A GRASSY POINT AND THE END
 OA1545'OF THE ROAD.  PACK DOWN TO BEACH AND THEN S ALONG BEACH FOR
 OA1545'ABOUT 250 YARDS.  PACK ABOUT HALFWAY UP THE STEEP SLOPE TO A
 OA1545'SMALL BENCH AND THE STATION.
 OA1545
 OA1545                          STATION RECOVERY (1948)
 OA1545
 OA1545'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RAE)
 OA1545'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 OA1545'CONDITION AS DESCRIBED BY K.G.C. IN 1945.  THE DESCRIPTION IS
 OA1545'ADEQUATE BUT THE FOLLOWING SHOULD BE ADDED--
 OA1545'
 OA1545'THE E POINT OF THE DIAMOND SIGNAL ON JARVIS UPPER RANGE REAR
 OA1545'AND THE POST OF JARVIS LOWER RANGE REAR ARE ON LINE WITH THIS
 OA1545'TRIANGULATION STATION.
 OA1545
 OA1545                          STATION RECOVERY (1969)
 OA1545
 OA1545'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (NET)
 OA1545'REFERENCE MARK NO. 1, STAMPED BENCH RM NO 1 1945 AND REFERENCE
 OA1545'MARK NO. 2, STAMPED BENCH RM NO 2 1945 WERE RECOVERED AS
 OA1545'DESCRIBED.  IN THE AREA OF THE STATION MARK THE BANK HAS SLID
 OA1545'OFF TAKING THE SURFACE MARK WITH IT AND LEAVING 2 INCHES OF
 OA1545'THE UNDERGROUND MARK, STAMPED BENCH 1945, EXPOSED.  IT WAS NOT
 OA1545'FEASIBLE TO ESTABLISH ANOTHER SURFACE MARK IN THIS LOOSE
 OA1545'SAND.  GENEROUS PORTIONS OF SIGNAL CLOTH WAS USED TO MARK EACH
 OA1545'MONUMENT.  A NEW TO REACH FOLLOWS.
 OA1545'
 OA1545'TO REACH THE STATION FROM THE CROSS STREET JUST WEST OF THE
 OA1545'EMPIRE POST OFFICE GO NORTH ON WASSON STREET FOR 0.5 MILE TO
 OA1545'LAKESHORE DRIVE, CONTINUE NORTH ON LAKESHORE DRIVE FOR 0.1 MILE
 OA1545'TO A SAND CROSSROAD AND A LIGHT POLE WITH A TRANSFORMER ON THE
 OA1545'LEFT, TURN LEFT AND GO WEST ON THE SAND ROAD FOR 0.05 MILE TO
 OA1545'THE END OF THE ROAD AND THE END OF TRUCK TRAVEL.  FROM HERE
 OA1545'PACK SOUTH ALONG THE RIM OF THE BLUFF FOR 80 METERS TO THE
 OA1545'SECOND SLIDE, THEN GO DOWN THE SLIDE HALF THE DISTANCE
 OA1545'BETWEEN THE BLUFF AND THE BEACH TO THE STATION.
 OA1545'
 OA1545'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OA1545'1/2 MILE NORTH OF EMPIRE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0372 ***********************************************************************
 RB0372  DESIGNATION -  BEND
 RB0372  PID         -  RB0372
 RB0372  STATE/COUNTY-  OR/UMATILLA
 RB0372  USGS QUAD   -  TABLE ROCK (1974)
 RB0372
 RB0372                         *CURRENT SURVEY CONTROL
 RB0372  ___________________________________________________________________
 RB0372* NAD 83(1991)-  45 34 53.60769(N)    118 38 36.60095(W)     ADJUSTED  
 RB0372* NAVD 88     -       772.610  (meters)    2534.80   (feet)  ADJUSTED  
 RB0372  ___________________________________________________________________
 RB0372  LAPLACE CORR-          14.29  (seconds)                    DEFLEC99
 RB0372  GEOID HEIGHT-         -19.99  (meters)                     GEOID03
 RB0372  DYNAMIC HT  -         772.486 (meters)    2534.40  (feet)  COMP
 RB0372  MODELED GRAV-     980,430.0   (mgal)                       NAVD 88
 RB0372
 RB0372  HORZ ORDER  -  THIRD
 RB0372  VERT ORDER  -  SECOND    CLASS 0
 RB0372
 RB0372.The horizontal coordinates were established by classical geodetic methods
 RB0372.and adjusted by the National Geodetic Survey in October 1991.
 RB0372
 RB0372.The orthometric height was determined by differential leveling
 RB0372.and adjusted in June 1991.
 RB0372
 RB0372.The Laplace correction was computed from DEFLEC99 derived deflections.
 RB0372
 RB0372.The geoid height was determined by GEOID03.
 RB0372
 RB0372.The dynamic height is computed by dividing the NAVD 88
 RB0372.geopotential number by the normal gravity value computed on the
 RB0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0372.degrees latitude (g = 980.6199 gals.).
 RB0372
 RB0372.The modeled gravity was interpolated from observed gravity values.
 RB0372
 RB0372;                    North         East     Units Scale Factor Converg.
 RB0372;SPC OR N     -   214,452.599 2,644,866.524   MT  0.99992052   +1 18 59.8
 RB0372;SPC OR N     -   703,584.64  8,677,383.61   iFT  0.99992052   +1 18 59.8
 RB0372;UTM  11      - 5,048,871.000   371,784.422   MT  0.99980211   -1 10 26.5
 RB0372
 RB0372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RB0372!SPC OR N     -   0.99988202  x   0.99992052  =   0.99980255
 RB0372!UTM  11      -   0.99988202  x   0.99980211  =   0.99968415
 RB0372
 RB0372|---------------------------------------------------------------------|
 RB0372| PID    Reference Object                     Distance      Geod. Az  |
 RB0372|                                                           dddmmss.s |
 RB0372| RB0371 BEND RM 1                            14.503 METERS 00533     |
 RB0372| RB0369 BEND 2 AZ MK                        APPROX. 0.8 KM 0061043.8 |
 RB0372| CF4477 BEND AZ MK                                         0421250.3 |
 RB0372| RB1373 MICROWAVE MAST SW OF PENDLETON      APPROX.27.7 KM 2715035.0 |
 RB0372| RB0370 BEND RM 2                            21.124 METERS 27940     |
 RB0372| RB0373 BEND 2                              107.133 METERS 32000     |
 RB0372|---------------------------------------------------------------------|
 RB0372
 RB0372                          SUPERSEDED SURVEY CONTROL
 RB0372
 RB0372  NAD 83(1986)-  45 34 53.60994(N)    118 38 36.59235(W) AD(       ) 3
 RB0372  NAD 27      -  45 34 54.14038(N)    118 38 32.69283(W) AD(       ) 3
 RB0372  NGVD 29 (??/??/92)  771.573  (m)         2531.40   (f) ADJ UNCH    2 0
 RB0372
 RB0372.Superseded values are not recommended for survey control.
 RB0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0372.See file dsdata.txt to determine how the superseded data were derived.
 RB0372
 RB0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL7178448871(NAD 83)
 RB0372_MARKER: DB = BENCH MARK DISK
 RB0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0372_STAMPING: BEND 1963
 RB0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0372+STABILITY: SURFACE MOTION
 RB0372
 RB0372  HISTORY     - Date     Condition        Report By
 RB0372  HISTORY     - 1963     MONUMENTED       CGS
 RB0372  HISTORY     - 1963     GOOD             CGS
 RB0372  HISTORY     - 1971     SEE DESCRIPTION  NGS
 RB0372
 RB0372                          STATION DESCRIPTION
 RB0372
 RB0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 RB0372'THE STATION IS ABOUT 9-1/2 MILES SOUTHEAST OF PENDLETON, 6-1/2
 RB0372'MILES SOUTH-SOUTHEAST OF MISSON AND ON THE WEST RIGHT-OF-WAY OF
 RB0372'U.S. HIGHWAY 30.
 RB0372'
 RB0372'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 30
 RB0372'AND STATE HIGHWAY 11 IN THE EAST EDGE OF PENDLETON, GO SOUTHEAST ON
 RB0372'U.S. HIGHWAY 30 FOR 4.65 MILES TO A CROSSROAD.  CONTINUE SOUTHEAST
 RB0372'ON THE HIGHWAY FOR 5.1 MILES TO THE AZIMUTH MARK ON THE
 RB0372'RIGHT.  CONTINUE AHEAD ON THE HIGHWAY FOR 0.2 MILE TO A TURNOUT
 RB0372'PARKING AREA ON THE RIGHT AND A TRACK ROAD WHICH LEADS SOUTHWEST
 RB0372'AT UPPER END OF THE PARKING AREA.  TAKE THE TRACK ROAD FOR 0.1
 RB0372'MILE TO THE TOP OF A DEEP CUT IN THE ROADWAY AND THE STATION.
 RB0372'
 RB0372'THE STATION MARK IS A STANDARD DISK, STAMPED BEND 1963, SET IN
 RB0372'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.  IT
 RB0372'IS 72 FEET EAST OF A NORTH-SOUTH FENCE, 30 FEET EAST OF A TRACK
 RB0372'ROAD AND ABOUT 3 FEET HIGHER, 15 FEET WEST OF THE EAST EDGE OF A
 RB0372'CUT BANK AND ABOUT 35 FEET HIGHER THAN U.S. HIGHWAY 30.
 RB0372'
 RB0372'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BEND NO 1 1963,
 RB0372'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2
 RB0372'INCHES.  IT IS 67 FEET EAST OF THE FENCE, 33 FEET EAST OF THE
 RB0372'TRACK ROAD, 19 FEET WEST OF THE EAST EDGE OF THE CUT BANK AND
 RB0372'ABOUT THE SAME ELEVATION AS THE STATION.
 RB0372'
 RB0372'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BEND NO 2 1963,
 RB0372'CEMENTED IN A DRILL HOLE IN A 2 BY 2 FOOT BOULDER PROJECTING 4
 RB0372'INCHES.  IT IS 36 FEET WEST OF THE TRACK ROAD, 1 FOOT EAST OF THE
 RB0372'FENCE AND 13.2 FEET LOWER THAN THE STATION.
 RB0372'
 RB0372'AZIMUTH MARK IS A STANDARD DISK, STAMPED BEND 1963, SET IN THE
 RB0372'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 1 INCH.  IT IS
 RB0372'56 FEET NORTHEAST OF A GUARD RAIL ALONG U.S. HIGHWAY 30, 43 FEET
 RB0372'WEST-NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 30 AND 2 FEET
 RB0372'SOUTHWEST OF A METAL WITNESS POST.
 RB0372
 RB0372                          STATION RECOVERY (1963)
 RB0372
 RB0372'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 RB0372'9.5 MI SE FROM PENDLETON.
 RB0372'THE STATION IS ABOUT 9-1/2 MILES SOUTHEAST OF PENDLETON, 6-1/2 MILES
 RB0372'SOUTH-SOUTHEAST OF MISSON AND ON THE WEST RIGHT-OF-WAY OF U.S. HIGHWAY
 RB0372'30.  TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 30 AND
 RB0372'STATE HIGHWAY 11 IN THE EAST EDGE OF PENDLETON, GO SOUTHEAST ON U.S.
 RB0372'HIGHWAY 30 FOR 4.65 MILES TO A CROSSROAD.  CONTINUE SOUTHEAST ON THE
 RB0372'HIGHWAY FOR 5.1 MILES TO THE AZIMUTH MARK ON THE RIGHT. CONTINUE AHEAD
 RB0372'ON THE HIGHWAY FOR 0.2 MILE TO A TURNOUT PARKING AREA ON THE RIGHT AND
 RB0372'A TRACK ROAD WHICH LEADS SOUTHWEST AT UPPER END OF THE PARKING AREA.
 RB0372'TAKE THE TRACK ROAD FOR 0.1 MILE TO THE TOP OF A DEEP CUT IN THE
 RB0372'ROAD-WAY AND THE STATION.  THE STATION MARK IS A STANDARD DISK, SET IN
 RB0372'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES. IT IS
 RB0372'72 FEET EAST OF A NORTH-SOUTH FENCE, 30 FEET EAST OF A TRACK ROAD AND
 RB0372'ABOUT 3 FEET HIGHER 15 FEET WEST OF THE EAST EDGE OF A CUT BANK AND
 RB0372'ABOUT 35 FEET HIGHER THAN U.S. HIGHWAY 30.
 RB0372
 RB0372                          STATION RECOVERY (1971)
 RB0372
 RB0372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 RB0372'THE STATION MARK, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK WERE
 RB0372'RECOVERED IN GOOD CONDITION.
 RB0372'
 RB0372'BEND 2 WAS ESTABLISHED, AND ALL MARKS FOR BEND 1963 WERE
 RB0372'DESTROYED TO PERMIT HIGHWAY CONSTRUCTION.  FOR FURTHER INFORMATION
 RB0372'SEE DESCRIPTION FOR TRIANGULATION STATION BEND 2
 RB0372'
 RB0372'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RB0372'10 MILES SOUTHEAST OF PENDLETON.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2057 ***********************************************************************
 RD2057  DESIGNATION -  BEND
 RD2057  PID         -  RD2057
 RD2057  STATE/COUNTY-  OR/TILLAMOOK
 RD2057  USGS QUAD   -  NEHALEM (1985)
 RD2057
 RD2057                         *CURRENT SURVEY CONTROL
 RD2057  ___________________________________________________________________
 RD2057* NAD 83(1991)-  45 41 15.65773(N)    123 53 40.18752(W)     ADJUSTED  
 RD2057* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 RD2057  ___________________________________________________________________
 RD2057  LAPLACE CORR-          22.31  (seconds)                    DEFLEC99
 RD2057  GEOID HEIGHT-         -22.48  (meters)                     GEOID03
 RD2057  HORZ ORDER  -  THIRD
 RD2057
 RD2057.The horizontal coordinates were established by classical geodetic methods
 RD2057.and adjusted by the National Geodetic Survey in October 1991.
 RD2057
 RD2057.The orthometric height was scaled from a topographic map.
 RD2057
 RD2057.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2057
 RD2057.The geoid height was determined by GEOID03.
 RD2057
 RD2057;                    North         East     Units Scale Factor Converg.
 RD2057;SPC OR N     -   230,136.232 2,235,670.420   MT  0.99993559   -2 24 26.4
 RD2057;SPC OR N     -   755,040.13  7,334,876.71   iFT  0.99993559   -2 24 26.4
 RD2057;UTM  10      - 5,059,736.905   430,348.469   MT  0.99965964   -0 38 24.3
 RD2057
 RD2057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2057!SPC OR N     -   1.00000305  x   0.99993559  =   0.99993864
 RD2057!UTM  10      -   1.00000305  x   0.99965964  =   0.99966269
 RD2057
 RD2057                          SUPERSEDED SURVEY CONTROL
 RD2057
 RD2057  NAD 83(1986)-  45 41 15.68576(N)    123 53 40.17503(W) AD(       ) 3
 RD2057  NAD 27      -  45 41 16.30000(N)    123 53 35.69000(W) AD(       ) 3
 RD2057
 RD2057.Superseded values are not recommended for survey control.
 RD2057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2057.See file dsdata.txt to determine how the superseded data were derived.
 RD2057
 RD2057_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR3034859737(NAD 83)
 RD2057
 RD2057  HISTORY     - Date     Condition        Report By
 RD2057  HISTORY     - 1875     MONUMENTED       CGS
 RD2057  HISTORY     - 1934     SEE DESCRIPTION  ORGS
 RD2057
 RD2057                          STATION DESCRIPTION
 RD2057
 RD2057'DESCRIBED BY OREGON GEODETIC SURVEY 1934
 RD2057'THE STATION COULD NOT BE FOUND DUE TO INDEFINITE DESCRIPTION, BUT
 RD2057'IT MAY BE LOCATED BY MEANS OF ADDITIONAL TRIANGULATION.  ON THE S
 RD2057'SIDE OF NEHALEM RIVER, ON A ROUNDING POINT PARTLY COVERED WITH
 RD2057'GRASS, IN THE VICINITY OF WHEELER.  THE POSITION IS UNCHECKED.
 RD2057'
 RD2057'THE STATION IS MARKED BY A DRILL HOLE IN A STONE BURIED 2 FEET.
 RD2057'
 RD2057'AT THE TIME OF ESTABLISHMENT THERE WERE TWO BLAZED SPRUCE TREES,
 RD2057'ONE BEARING N 71 DEG W, MAGNETIC, DISTANT 9.93 METERS (32.6 FEET)
 RD2057'AND THE OTHER BEARING N 55 DEG E, MAGNETIC, DISTANT 11.73 METERS
 RD2057'(38.5 FEET).
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1474 ***********************************************************************
 OA1474  DESIGNATION -  BEND
 OA1474  PID         -  OA1474
 OA1474  STATE/COUNTY-  OR/COOS
 OA1474  USGS QUAD   -  BANDON (1970)
 OA1474
 OA1474                         *CURRENT SURVEY CONTROL
 OA1474  ___________________________________________________________________
 OA1474* NAD 83(1991)-  43 07 23.29825(N)    124 24 44.85224(W)     ADJUSTED  
 OA1474* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 OA1474  ___________________________________________________________________
 OA1474  LAPLACE CORR-          13.06  (seconds)                    DEFLEC99
 OA1474  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 OA1474  HORZ ORDER  -  THIRD
 OA1474
 OA1474.The horizontal coordinates were established by classical geodetic methods
 OA1474.and adjusted by the National Geodetic Survey in October 1991.
 OA1474
 OA1474.The orthometric height was scaled from a topographic map.
 OA1474
 OA1474.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1474
 OA1474.The geoid height was determined by GEOID03.
 OA1474
 OA1474;                    North         East     Units Scale Factor Converg.
 OA1474;SPC OR S     -   169,223.115 1,181,761.369   MT  0.99989492   -2 40 36.1
 OA1474;SPC OR S     -   555,193.95  3,877,169.85   iFT  0.99989492   -2 40 36.1
 OA1474;UTM  10      - 4,775,457.449   385,102.185   MT  0.99976240   -0 57 56.2
 OA1474
 OA1474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1474!SPC OR S     -   1.00000401  x   0.99989492  =   0.99989893
 OA1474!UTM  10      -   1.00000401  x   0.99976240  =   0.99976641
 OA1474
 OA1474|---------------------------------------------------------------------|
 OA1474| PID    Reference Object                     Distance      Geod. Az  |
 OA1474|                                                           dddmmss.s |
 OA1474| OA1467 MOORE                               287.535 METERS 07904     |
 OA1474| OA1468 STORE                               476.068 METERS 1424225.7 |
 OA1474| OA1459 STREET                              394.969 METERS 17912     |
 OA1474| OA1463 BANDON EAST BASE                    444.635 METERS 2195410.6 |
 OA1474| OA1461 GRASS MOUND                         365.707 METERS 27238     |
 OA1474| OA1475 SAND                                374.753 METERS 35912     |
 OA1474|---------------------------------------------------------------------|
 OA1474
 OA1474                          SUPERSEDED SURVEY CONTROL
 OA1474
 OA1474  NAD 83(1986)-  43 07 23.28461(N)    124 24 44.89897(W) AD(       ) 3
 OA1474  NAD 27      -  43 07 23.90300(N)    124 24 40.49700(W) AD(       ) 3
 OA1474
 OA1474.Superseded values are not recommended for survey control.
 OA1474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1474.See file dsdata.txt to determine how the superseded data were derived.
 OA1474
 OA1474_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN8510275457(NAD 83)
 OA1474
 OA1474  HISTORY     - Date     Condition        Report By
 OA1474  HISTORY     - 1915     MONUMENTED       USE
 OA1474  HISTORY     - 1948     SEE DESCRIPTION  CGS
 OA1474
 OA1474                          STATION DESCRIPTION
 OA1474
 OA1474'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RAE)
 OA1474'THIS STATION HAS BEEN DESTROYED.  THE MONUMENT WAS FOUND LYING
 OA1474'ON ITS SIDE IN THE AREA INDICATED BY THE GEOGRAPHIC
 OA1474'POSITION.  THE MONUMENT WAS MARKED BEND USE 1915.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2516 ***********************************************************************
 QE2516  DESIGNATION -  BEND
 QE2516  PID         -  QE2516
 QE2516  STATE/COUNTY-  OR/LINCOLN
 QE2516  USGS QUAD   -  NEWPORT SOUTH (1984)
 QE2516
 QE2516                         *CURRENT SURVEY CONTROL
 QE2516  ___________________________________________________________________
 QE2516* NAD 83(1991)-  44 37 20.95868(N)    124 00 16.59698(W)     ADJUSTED  
 QE2516* NAVD 88     -        13.     (meters)      43.     (feet)  SCALED    
 QE2516  ___________________________________________________________________
 QE2516  LAPLACE CORR-          16.56  (seconds)                    DEFLEC99
 QE2516  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 QE2516  HORZ ORDER  -  THIRD
 QE2516
 QE2516.The horizontal coordinates were established by classical geodetic methods
 QE2516.and adjusted by the National Geodetic Survey in October 1991.
 QE2516
 QE2516.The orthometric height was scaled from a topographic map.
 QE2516
 QE2516.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2516
 QE2516.The geoid height was determined by GEOID03.
 QE2516
 QE2516;                    North         East     Units Scale Factor Converg.
 QE2516;SPC OR N     -   112,244.316 2,221,968.046   MT  0.99993973   -2 29 07.5
 QE2516;SPC OR N     -   368,255.63  7,289,921.41   iFT  0.99993973   -2 29 07.5
 QE2516;UTM  10      - 4,941,505.862   420,303.075   MT  0.99967811   -0 42 20.5
 QE2516
 QE2516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2516!SPC OR N     -   1.00000166  x   0.99993973  =   0.99994139
 QE2516!UTM  10      -   1.00000166  x   0.99967811  =   0.99967977
 QE2516
 QE2516:                Primary Azimuth Mark                     Grid Az
 QE2516:SPC OR N     -  COQUILLE POINT LIGHT                     207 38 10.2
 QE2516:UTM  10      -  COQUILLE POINT LIGHT                     205 51 23.2
 QE2516
 QE2516|---------------------------------------------------------------------|
 QE2516| PID    Reference Object                     Distance      Geod. Az  |
 QE2516|                                                           dddmmss.s |
 QE2516| QE2478 COQUILLE POINT LIGHT                APPROX. 1.5 KM 2050902.7 |
 QE2516| QE2503 BEACON 10                           APPROX. 1.6 KM 2285923.5 |
 QE2516| QE2480 FAR                                 APPROX. 2.7 KM 2343122.9 |
 QE2516| QE2483 BEACON 8                            APPROX. 2.0 KM 2552211.7 |
 QE2516| QE2460 MACK                                APPROX. 2.3 KM 2821740.2 |
 QE2516| QE2450 FULL                                APPROX. 1.5 KM 2993144.9 |
 QE2516|---------------------------------------------------------------------|
 QE2516
 QE2516                          SUPERSEDED SURVEY CONTROL
 QE2516
 QE2516  NAD 83(1986)-  44 37 20.99274(N)    124 00 16.64994(W) AD(       ) 3
 QE2516  NAD 27      -  44 37 21.57500(N)    124 00 12.25800(W) AD(       ) 3
 QE2516
 QE2516.Superseded values are not recommended for survey control.
 QE2516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2516.See file dsdata.txt to determine how the superseded data were derived.
 QE2516
 QE2516_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ2030341506(NAD 83)
 QE2516_MARKER: Z = SEE DESCRIPTION
 QE2516_SETTING: 0 = UNSPECIFIED SETTING
 QE2516_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE2516
 QE2516  HISTORY     - Date     Condition        Report By
 QE2516  HISTORY     - 1914     MONUMENTED       CGS
 QE2516  HISTORY     - 1934     SEE DESCRIPTION  CGS
 QE2516  HISTORY     - 1953     SEE DESCRIPTION  CGS
 QE2516
 QE2516                          STATION DESCRIPTION
 QE2516
 QE2516'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (JWM)
 QE2516'STATION IS ON THAT PART OF THE BAY LOCALLY KNOWN AS SALLIES BEND,
 QE2516'ABOUT 1-1/2 MILES FROM YAQUINA, ABOUT 1.5 METERS FROM HIGH WATER,
 QE2516'AND ABOUT 6 METERS FROM THE FOOT OF THE BLUFF.
 QE2516'
 QE2516'THE STATION IS MARKED BY A STANDARD DISK STATION MARK SET IN
 QE2516'CONCRETE RESTING ON SOLID ROCK.  THERE IS A STANDARD DISK REFERENCE
 QE2516'MARK SET IN CONCRETE 3.05 METERS N (MAGNETIC).
 QE2516
 QE2516                          STATION RECOVERY (1934)
 QE2516
 QE2516'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (LAM)
 QE2516'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 QE2516'
 QE2516'LOCATED ON THE E SIDE OF YAQUINA BAY, AT SALLIES BEND, AND ABOUT
 QE2516'1 MILE NORTHERLY FROM COQUILLE POINT.  THE STATION IS ABOUT 1.5
 QE2516'METERS E OF THE HIGH-WATER LINE AND 6 METERS W OF THE FOOT OF
 QE2516'THE BLUFF.
 QE2516
 QE2516                          STATION RECOVERY (1953)
 QE2516
 QE2516'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (FAR)
 QE2516'A THOROUGH SEARCH FAILED TO REVEAL ANY TRACE OF THE STATION.  THERE
 QE2516'HAS BEEN REPEATED REFILLING OF THE ERODING RIVER BANK, AND A
 QE2516'WIDENING OF THE ROAD AT THIS POINT.  IT IS RECOMMENDED THAT THE
 QE2516'STATION BE CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0373 ***********************************************************************
 RB0373  DESIGNATION -  BEND 2
 RB0373  PID         -  RB0373
 RB0373  STATE/COUNTY-  OR/UMATILLA
 RB0373  USGS QUAD   -  TABLE ROCK (1974)
 RB0373
 RB0373                         *CURRENT SURVEY CONTROL
 RB0373  ___________________________________________________________________
 RB0373* NAD 83(1991)-  45 34 56.26590(N)    118 38 39.77757(W)     NO CHECK  
 RB0373* NAVD 88     -       762.0    (meters)    2500.     (feet)  VERTCON   
 RB0373  ___________________________________________________________________
 RB0373  LAPLACE CORR-          14.24  (seconds)                    DEFLEC99
 RB0373  GEOID HEIGHT-         -20.00  (meters)                     GEOID03
 RB0373  HORZ ORDER  -  THIRD
 RB0373
 RB0373.The horizontal coordinates were established by classical geodetic methods
 RB0373.and adjusted by the National Geodetic Survey in October 1991.
 RB0373.No horizontal observational check was made to the station.
 RB0373
 RB0373.The NAVD 88 height was computed by applying the VERTCON shift value to
 RB0373.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RB0373
 RB0373.The Laplace correction was computed from DEFLEC99 derived deflections.
 RB0373
 RB0373.The geoid height was determined by GEOID03.
 RB0373
 RB0373;                    North         East     Units Scale Factor Converg.
 RB0373;SPC OR N     -   214,533.056 2,644,795.796   MT  0.99992061   +1 18 57.5
 RB0373;SPC OR N     -   703,848.61  8,677,151.56   iFT  0.99992061   +1 18 57.5
 RB0373;UTM  11      - 5,048,954.445   371,717.265   MT  0.99980233   -1 10 28.8
 RB0373
 RB0373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RB0373!SPC OR N     -   0.99988368  x   0.99992061  =   0.99980430
 RB0373!UTM  11      -   0.99988368  x   0.99980233  =   0.99968603
 RB0373
 RB0373:                Primary Azimuth Mark                     Grid Az
 RB0373:SPC OR N     -  BEND 2 AZ MK                             010 51 47.8
 RB0373:UTM  11      -  BEND 2 AZ MK                             013 21 14.1
 RB0373
 RB0373|---------------------------------------------------------------------|
 RB0373| PID    Reference Object                     Distance      Geod. Az  |
 RB0373|                                                           dddmmss.s |
 RB0373| RB0369 BEND 2 AZ MK                        APPROX. 0.7 KM 0121045.3 |
 RB0373| RB0372 BEND                                107.133 METERS 14000     |
 RB0373| CF4478 BEND 2 RM 3                          24.215 METERS 18507     |
 RB0373| CF4479 BEND 2 RM 4                          23.502 METERS 28007     |
 RB0373|---------------------------------------------------------------------|
 RB0373
 RB0373                          SUPERSEDED SURVEY CONTROL
 RB0373
 RB0373  NAD 83(1986)-  45 34 56.26810(N)    118 38 39.76891(W) AD(       ) 3
 RB0373  NAD 27      -  45 34 56.79869(N)    118 38 35.86947(W) AD(       ) 3
 RB0373  NGVD 29 (07/19/86)  761.0    (m)         2497.     (f) VERT ANG    3  
 RB0373
 RB0373.Superseded values are not recommended for survey control.
 RB0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0373.See file dsdata.txt to determine how the superseded data were derived.
 RB0373
 RB0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL7171748954(NAD 83)
 RB0373_MARKER: DB = BENCH MARK DISK
 RB0373_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RB0373_SP_SET: MONUMENT
 RB0373_STAMPING: BEND 2 1971
 RB0373_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RB0373
 RB0373  HISTORY     - Date     Condition        Report By
 RB0373  HISTORY     - 1971     MONUMENTED       NGS
 RB0373  HISTORY     - 1971     GOOD             NGS
 RB0373  HISTORY     - 1978     GOOD             BPA
 RB0373  HISTORY     - 1988     GOOD             BLM
 RB0373
 RB0373                          STATION DESCRIPTION
 RB0373
 RB0373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 RB0373'THE STATION IS 10 MILES SOUTHEAST OF PENDLETON ON THE WEST
 RB0373'RIGHT-OF-WAY OF INTERSTATE 80N.
 RB0373'
 RB0373'TO REACH THE STATION FROM THE PENDLETON POST OFFICE GO EASTERLY
 RB0373'ON U.S. HIGHWAY 30 FOR 1.3 MILES TO THE JUNCTION WITH STATE HIGHWAY
 RB0373'11, CONTINUE SOUTHEAST ON U.S. HIGHWAY 30 FOR 1.6 MILES TO THE
 RB0373'JUNCTION WITH INTERSTATE 80N, GO SOUTHEAST ON INTERSTATE 80N FOR
 RB0373'7.8 MILES TO THE AZIMUTH MARK ON THE RIGHT, WHERE THE HIGHWAY
 RB0373'PASSES THROUGH A THRU CUT, CONTINUE SOUTHEAST ON THE HIGHWAY FOR
 RB0373'0.6 MILE TO A VIEWPOINT, AND THE STATION ON THE RIGHT.
 RB0373'
 RB0373'THE STATION MARK, STAMPED BEND 2 1971, IS A STANDARD DISK SET IN
 RB0373'A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 7 INCHES, 400
 RB0373'FEET WEST OF INTERSTATE 80N, 250 FEET WEST OF THE VIEWPOINT, 120
 RB0373'FEET EAST OF THE RIGHT-OF-WAY FENCE LINE, AND 1 FOOT NORTHEAST
 RB0373'OF A METAL WITNESS POST.
 RB0373'
 RB0373'REFERENCE MARK NO. 3, STAMPED BEND 2 NO 3 1971, IS A STANDARD
 RB0373'DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3
 RB0373'INCHES, 120 FEET EAST OF THE RIGHT-OF-WAY FENCE LINE, 78 FEET
 RB0373'SOUTH OF THE WITNESS POST, 1 FOOT WEST OF A ROCK CAIRN, AND LEVEL
 RB0373'WITH THE STATION.
 RB0373'
 RB0373'REFERENCE MARK NO. 4, STAMPED BEND 2 NO 4 1971, IS A STANDARD
 RB0373'DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4
 RB0373'INCHES, 77 FEET WEST OF THE WITNESS POST, 45 FEET EAST OF THE
 RB0373'RIGHT-OF-WAY FENCE LINE, 1 FOOT SOUTH OF A ROCK CAIRN, AND 4 FEET
 RB0373'LOWER THAN THE STATION.
 RB0373'
 RB0373'THE DISTANCE BETWEEN R.M. NO. 3, AND R.M. NO. 4 IS 115.49 FEET
 RB0373'OR 35.201 METERS.
 RB0373'
 RB0373'THE AZIMUTH MARK, STAMPED BEND 2 1971, IS A STANDARD DISK SET IN
 RB0373'A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 5 INCHES, 150
 RB0373'FEET SOUTHWEST OF THE TOP OF THE BANK AT A THRU CUT, 103 FEET
 RB0373'SOUTH OF A FENCE CORNER, AND 3 FEET EAST OF A METAL WITNESS POST
 RB0373'THAT WAS SET IN THE NORTH-SOUTH FENCE LINE.
 RB0373
 RB0373                          STATION RECOVERY (1971)
 RB0373
 RB0373'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 RB0373'11.3 MI SE FROM PENDLETON.
 RB0373'FROM THE POST OFFICE IN PENDLETON GO EASTERLY ON U.S. 30 FOR 1.3 MILES
 RB0373'TO THE JUNCTION OF HIGHWAY 11, THENCE SOUTHEAST ON U.S. 30 FOR 1.6
 RB0373'MILES TO THE JUNCTION OF I-80N, THEN SOUTHEAST ON I-80N FOR 7.8 MILES
 RB0373'TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE SOUTHEAST FOR 0.6 MILE TO A
 RB0373'VIEWPOINT.  THE MARK, STAMPED BEND 2 1971, IS A STANDARD DISK SET IN A
 RB0373'12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 7 INCHES, IT IS 400
 RB0373'FEET WEST OF I-80N, 250 FEET WEST OF THE VIEWPOINT, 120 FEET EAST OF
 RB0373'THE R/W FENCE AND 1 FOOT NORTHEAST OF A METAL WITNESS POST.
 RB0373
 RB0373                          STATION RECOVERY (1978)
 RB0373
 RB0373'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1978 (DS)
 RB0373'BEND 2 1971 RECOVERED GOOD.
 RB0373'
 RB0373'BEND 2 NO 3 1971 RECOVERED GOOD.
 RB0373'
 RB0373'BEND 2 NO 4 1971 RECOVERED GOOD.
 RB0373'
 RB0373'DISTANCE AND DIRECTION FROM NEAREST TOWN--SE 11.5 MILES
 RB0373'FROM PENDLETON, ORE.
 RB0373
 RB0373                          STATION RECOVERY (1988)
 RB0373
 RB0373'RECOVERY NOTE BY BUREAU OF LAND MANAGEMENT 1988 (RLJ)
 RB0373'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1464 ***********************************************************************
 OA1464  DESIGNATION -  BEND 2
 OA1464  PID         -  OA1464
 OA1464  STATE/COUNTY-  OR/COOS
 OA1464  USGS QUAD   -  BANDON (1970)
 OA1464
 OA1464                         *CURRENT SURVEY CONTROL
 OA1464  ___________________________________________________________________
 OA1464* NAD 83(1991)-  43 07 24.00203(N)    124 24 43.87592(W)     ADJUSTED  
 OA1464* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 OA1464  ___________________________________________________________________
 OA1464  LAPLACE CORR-          13.07  (seconds)                    DEFLEC99
 OA1464  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 OA1464  HORZ ORDER  -  THIRD
 OA1464
 OA1464.The horizontal coordinates were established by classical geodetic methods
 OA1464.and adjusted by the National Geodetic Survey in October 1991.
 OA1464
 OA1464.The orthometric height was scaled from a topographic map.
 OA1464
 OA1464.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1464
 OA1464.The geoid height was determined by GEOID03.
 OA1464
 OA1464;                    North         East     Units Scale Factor Converg.
 OA1464;SPC OR S     -   169,243.777 1,181,784.427   MT  0.99989492   -2 40 35.4
 OA1464;SPC OR S     -   555,261.74  3,877,245.50   iFT  0.99989492   -2 40 35.4
 OA1464;UTM  10      - 4,775,478.787   385,124.612   MT  0.99976234   -0 57 55.6
 OA1464
 OA1464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1464!SPC OR S     -   1.00000401  x   0.99989492  =   0.99989893
 OA1464!UTM  10      -   1.00000401  x   0.99976234  =   0.99976635
 OA1464
 OA1464:                Primary Azimuth Mark                     Grid Az
 OA1464:SPC OR S     -  FERRY                                    128 45 45.6
 OA1464:UTM  10      -  FERRY                                    127 03 05.8
 OA1464
 OA1464|---------------------------------------------------------------------|
 OA1464| PID    Reference Object                     Distance      Geod. Az  |
 OA1464|                                                           dddmmss.s |
 OA1464| OA1465 FERRY                               APPROX. 0.5 KM 1260510.2 |
 OA1464|---------------------------------------------------------------------|
 OA1464
 OA1464                          SUPERSEDED SURVEY CONTROL
 OA1464
 OA1464  NAD 83(1986)-  43 07 23.98853(N)    124 24 43.92217(W) AD(       ) 3
 OA1464  NAD 27      -  43 07 24.60800(N)    124 24 39.50400(W) AD(       ) 3
 OA1464
 OA1464.Superseded values are not recommended for survey control.
 OA1464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1464.See file dsdata.txt to determine how the superseded data were derived.
 OA1464
 OA1464_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN8512575479(NAD 83)
 OA1464
 OA1464  HISTORY     - Date     Condition        Report By
 OA1464  HISTORY     - 1937     MONUMENTED       USE
 OA1464  HISTORY     - 1948     SEE DESCRIPTION  CGS
 OA1464
 OA1464                          STATION DESCRIPTION
 OA1464
 OA1464'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RAE)
 OA1464'THERE BEING NO DESCRIPTION FOR THIS STATION, A SEARCH WAS MADE
 OA1464'OF THE AREA INDICATED BY THE GEOGRAPHIC POSITION AND A PIPE WAS
 OA1464'FOUND.  IT IS ASSUMED THAT THIS IS STATION BEND 2 BECAUSE OF ITS
 OA1464'PROXIMITY TO BEND 1915 (WHICH WAS FOUND DESTROYED AND BECAUSE OF
 OA1464'THE WHITE LATTICE SIGNAL SET 0.7 METER FROM THE PIPE.  A
 OA1464'DESCRIPTION FOLLOWS--
 OA1464'
 OA1464'STATION IS LOCATED ON A SANDY POINT ON THE N SIDE OF THE
 OA1464'COQUILLE RIVER ENTRANCE, ABOUT 0.6 MILE E OF THE COQUILLE RIVER
 OA1464'LIGHTHOUSE, ABOUT 0.35 MILE NE OF THE BANDON COAST GUARD
 OA1464'STATION, DIRECTLY W OF THE LUMBER MILL DOCK, AT THE POINT WHERE
 OA1464'THE RIVER CHANGES COURSE FROM E-W TO N-S.  IT LIES ON A SMALL
 OA1464'SANDY RIDGE, ABOUT 6 METERS N OF THE EDGE OF THE BANK, ABOUT 20
 OA1464'FEET ABOVE THE HIGH-WATER LINE, AND 0.7 METER N OF A 20-FOOT
 OA1464'WITNESS POST ON WHICH IS MOUNTED A WHITE-SLATTED BOARD SIGNAL.
 OA1464'
 OA1464'STATION MARK IS THE CENTER OF A 2-INCH GALVANIZED-IRON PIPE
 OA1464'WHICH PROJECTS ABOUT 14 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0369 ***********************************************************************
 RB0369  DESIGNATION -  BEND 2 AZ MK
 RB0369  PID         -  RB0369
 RB0369  STATE/COUNTY-  OR/UMATILLA
 RB0369  USGS QUAD   -  TABLE ROCK (1974)
 RB0369
 RB0369                         *CURRENT SURVEY CONTROL
 RB0369  ___________________________________________________________________
 RB0369* NAD 83(1991)-  45 35 19.67553(N)    118 38 32.58146(W)     NO CHECK  
 RB0369* NAVD 88     -       740.254  (meters)    2428.65   (feet)  ADJUSTED  
 RB0369  ___________________________________________________________________
 RB0369  LAPLACE CORR-          14.16  (seconds)                    DEFLEC99
 RB0369  GEOID HEIGHT-         -20.03  (meters)                     GEOID03
 RB0369  DYNAMIC HT  -         740.137 (meters)    2428.27  (feet)  COMP
 RB0369  MODELED GRAV-     980,433.0   (mgal)                       NAVD 88
 RB0369
 RB0369  HORZ ORDER  -  THIRD
 RB0369  VERT ORDER  -  SECOND    CLASS 0
 RB0369
 RB0369.The horizontal coordinates were established by classical geodetic methods
 RB0369.and adjusted by the National Geodetic Survey in October 1991.
 RB0369.No horizontal observational check was made to the station.
 RB0369
 RB0369.The orthometric height was determined by differential leveling
 RB0369.and adjusted in June 1991.
 RB0369
 RB0369.The Laplace correction was computed from DEFLEC99 derived deflections.
 RB0369
 RB0369.The geoid height was determined by GEOID03.
 RB0369
 RB0369.The dynamic height is computed by dividing the NAVD 88
 RB0369.geopotential number by the normal gravity value computed on the
 RB0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0369.degrees latitude (g = 980.6199 gals.).
 RB0369
 RB0369.The modeled gravity was interpolated from observed gravity values.
 RB0369
 RB0369;                    North         East     Units Scale Factor Converg.
 RB0369;SPC OR N     -   215,259.120 2,644,935.132   MT  0.99992143   +1 19 02.6
 RB0369;SPC OR N     -   706,230.71  8,677,608.70   iFT  0.99992143   +1 19 02.6
 RB0369;UTM  11      - 5,049,673.683   371,888.002   MT  0.99980179   -1 10 24.1
 RB0369
 RB0369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RB0369!SPC OR N     -   0.99988710  x   0.99992143  =   0.99980854
 RB0369!UTM  11      -   0.99988710  x   0.99980179  =   0.99968891
 RB0369
 RB0369                          SUPERSEDED SURVEY CONTROL
 RB0369
 RB0369  NAD 83(1986)-  45 35 19.67920(N)    118 38 32.57243(W) AD(       ) 3
 RB0369  NAD 27      -  45 35 20.20986(N)    118 38 28.67316(W) AD(       ) 3
 RB0369  NGVD 29 (07/19/86)  739.2    (m)         2425.     (f) VERT ANG    3  
 RB0369
 RB0369.Superseded values are not recommended for survey control.
 RB0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0369.See file dsdata.txt to determine how the superseded data were derived.
 RB0369
 RB0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL7188849674(NAD 83)
 RB0369_MARKER: DZ = AZIMUTH MARK DISK
 RB0369_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RB0369_SP_SET: MONUMENT
 RB0369_STAMPING: BEND 2 1971
 RB0369_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RB0369
 RB0369  HISTORY     - Date     Condition        Report By
 RB0369  HISTORY     - 1971     MONUMENTED       NGS
 RB0369  HISTORY     - 1971     GOOD             NGS
 RB0369
 RB0369                          STATION DESCRIPTION
 RB0369
 RB0369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 RB0369'SEE STATION BEND 2
 RB0369
 RB0369                          STATION RECOVERY (1971)
 RB0369
 RB0369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 RB0369'10.7 MI SE FROM PENDLETON.
 RB0369'TO REACH FROM THE PENDLETON POST OFFICE GO EASTERLY ON U.S. 30 FOR 1.3
 RB0369'MILES TO THE JUNCTION WITH STATE HIGHWAY 11, CONTINUE SOUTHEAST ON
 RB0369'U.S. 30 FOR 1.6 MILES TO THE JUNCTION WITH I-80N, GO SOUTHEAST ON
 RB0369'I-80N FOR 7.8 MILES TO THE MARK ON THE RIGHT, WHERE THE HIGHWAY PASSES
 RB0369'THROUGH A CUT.  THE MARK, STAMPED BEND 2 1971, IS A AZIMUTH MARK DISK
 RB0369'SET IN A 10 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 5 INCHES, 150
 RB0369'FEET SOUTHWEST OF THE TOP OF THE BANK AT THE CUT, 103 FEET SOUTH OF A
 RB0369'FENCE CORNER AND 3 FEET EAST OF A METAL WITNESS POST THAT WAS SET IN
 RB0369'THE NORTH-SOUTH FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1644 ***********************************************************************
 QD1644  DESIGNATION -  BEND AIRPORT
 QD1644  PID         -  QD1644
 QD1644  STATE/COUNTY-  OR/DESCHUTES
 QD1644  USGS QUAD   -  BEND AIRPORT (1962)
 QD1644
 QD1644                         *CURRENT SURVEY CONTROL
 QD1644  ___________________________________________________________________
 QD1644* NAD 83(1991)-  44 05 37.43097(N)    121 12 11.97934(W)     ADJUSTED  
 QD1644* NAVD 88     -      1046.7    (meters)    3434.     (feet)  VERTCON   
 QD1644  ___________________________________________________________________
 QD1644  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 QD1644  GEOID HEIGHT-         -20.95  (meters)                     GEOID03
 QD1644  HORZ ORDER  -  SECOND
 QD1644
 QD1644.This mark is at Bend Municipal Airport (S07)
 QD1644
 QD1644.The horizontal coordinates were established by classical geodetic methods
 QD1644.and adjusted by the National Geodetic Survey in October 1991.
 QD1644
 QD1644.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1644.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1644
 QD1644.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1644
 QD1644.The geoid height was determined by GEOID03.
 QD1644
 QD1644;                    North         East     Units Scale Factor Converg.
 QD1644;SPC OR S     -   269,855.047 1,443,676.899   MT  1.00002517   -0 28 52.2
 QD1644;SPC OR S     -   885,351.20  4,736,472.77   iFT  1.00002517   -0 28 52.2
 QD1644;UTM  10      - 4,883,852.737   643,820.431   MT  0.99985440   +1 15 01.4
 QD1644
 QD1644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1644!SPC OR S     -   0.99983918  x   1.00002517  =   0.99986434
 QD1644!UTM  10      -   0.99983918  x   0.99985440  =   0.99969360
 QD1644
 QD1644:                Primary Azimuth Mark                     Grid Az
 QD1644:SPC OR S     -  AE 010                                   181 28 12.5
 QD1644:UTM  10      -  AE 010                                   179 44 18.9
 QD1644
 QD1644|---------------------------------------------------------------------|
 QD1644| PID    Reference Object                     Distance      Geod. Az  |
 QD1644|                                                           dddmmss.s |
 QD1644| QD1646 AE 010                              APPROX. 0.8 KM 1805920.3 |
 QD1644|---------------------------------------------------------------------|
 QD1644
 QD1644                          SUPERSEDED SURVEY CONTROL
 QD1644
 QD1644  NAD 83(1986)-  44 05 37.43646(N)    121 12 11.98224(W) AD(       ) 2
 QD1644  NAD 27      -  44 05 38.01397(N)    121 12 07.87671(W) AD(       ) 2
 QD1644  NGVD 29 (07/19/86) 1045.6    (m)         3430.     (f) VERT ANG    3  
 QD1644
 QD1644.Superseded values are not recommended for survey control.
 QD1644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1644.See file dsdata.txt to determine how the superseded data were derived.
 QD1644
 QD1644_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP4382083853(NAD 83)
 QD1644_MARKER: DD = SURVEY DISK
 QD1644_SETTING: 0 = UNSPECIFIED SETTING
 QD1644_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QD1644_STAMPING: BEND AIRPORT 1978
 QD1644_MARK LOGO: OR-017
 QD1644_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QD1644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD1644+STABILITY: SURFACE MOTION
 QD1644
 QD1644  HISTORY     - Date     Condition        Report By
 QD1644  HISTORY     - 1978     MONUMENTED       OR-017
 QD1644  HISTORY     - 19860615 GOOD             NGS
 QD1644
 QD1644                          STATION DESCRIPTION
 QD1644
 QD1644'DESCRIBED BY DESCHUTES COUNTY OREGON 1978 (JAK)
 QD1644'THE STATION IS ABOUT 5 MILES NORTHEAST OF BEND, ON THE SHOULDER OF
 QD1644'POWELL BUTTE ROAD, NEAR THE INTERSECTION OF BUTLER MARKET ROAD AND
 QD1644'BEND AIRPORT.
 QD1644'
 QD1644'TO REACH THE STATION FROM THE COURTHOUSE IN BEND, GO EAST ON GREENWOOD
 QD1644'AVENUE AND HIGHWAY 20 FOR 2.5 MILES TO THE JUNCTION WITH DENSER ROAD.
 QD1644'TURN LEFT AND GO NORTH ON DENSER ROAD FOR 2.1 MILES TO THE JUNCTION
 QD1644'WITH BUTLER MARKET ROAD.  TURN RIGHT AND GO EASTERLY 1.1 MILES TO THE
 QD1644'JUNCTION WITH HAMBY ROAD, TURN LEFT AND GO NORTH ON BUTLER MARKET ROAD
 QD1644'0.5 MILES TO THE JUNCTION WITH HAMEHOOK ROAD,TURN RIGHT AND GO EAST ON
 QD1644'BUTLER MARKET ROAD 2.0 MILES TO THE JUNCTION WITH POWELL BUTTE HIGHWAY
 QD1644'TURN RIGHT AND GO SOUTH ON POWELL BUTTE HIGHWAY 0.1 MILES TO THE
 QD1644'STATION.
 QD1644'
 QD1644'STATION IS A STANDARD DESCHUTES COUNTY DISK STAMPED ---BEND - AIRPORT
 QD1644'1978---.  THE DISK IS SET IN THE TOP OF AN 8-INCH CYLINDRICAL CONCRETE
 QD1644'MONUMENT WHICH PROJECTS 2-INCHES ABOVE THE GROUND.  IT IS 11.4 FEET
 QD1644'EAST OF THE EDGE OF PAVEMENT, 70 FEET SOUTH OF THE CENTERLINE OF A
 QD1644'GRAVELED ROAD THAT LEADS TO A PARKING LOT AT THE AIRPORT, 119.5 FEET
 QD1644'SOUTHEAST OF A POWER POLE NUMBER 199900.
 QD1644
 QD1644                          STATION RECOVERY (1986)
 QD1644
 QD1644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 QD1644'THE STATION IS LOCATED AT BEND MUNI AIRPORT.  IT IS 11.4 FT (3.5 M)
 QD1644'EAST OF THE EAST EDGE OF POWELL BUTTE ROAD.  70 FT (21.3 M) SOUTH OF
 QD1644'THE GRAVELED ROAD INTO A HANGAR AREA.  119.5 FT (36.4 M) NORTHEAST OF
 QD1644'A POWER POLE NUMBERED 199900.  IT IS A STANDARD DESCHUTES COUNTY DISK
 QD1644'STAMPED---BEND AIRPORT 1978---.  NOTE, NGS ADJUSTED DATA G-16661.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1688 ***********************************************************************
 QD1688  DESIGNATION -  BEND BONNIVILLE POW ADM RD MST
 QD1688  PID         -  QD1688
 QD1688  STATE/COUNTY-  OR/DESCHUTES
 QD1688  USGS QUAD   -  BEND (1981)
 QD1688
 QD1688                         *CURRENT SURVEY CONTROL
 QD1688  ___________________________________________________________________
 QD1688* NAD 83(1991)-  44 04 38.61983(N)    121 19 53.57342(W)     ADJUSTED  
 QD1688* NAVD 88     -              **(meters)            **(feet)            
 QD1688  ___________________________________________________________________
 QD1688  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 QD1688  GEOID HEIGHT-         -20.98  (meters)                     GEOID03
 QD1688  HORZ ORDER  -  THIRD
 QD1688
 QD1688.The horizontal coordinates were established by classical geodetic methods
 QD1688.and adjusted by the National Geodetic Survey in October 1991.
 QD1688
 QD1688
 QD1688.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1688
 QD1688.The geoid height was determined by GEOID03.
 QD1688
 QD1688;                    North         East     Units Scale Factor Converg.
 QD1688;SPC OR S     -   268,133.984 1,433,391.169   MT  1.00002059   -0 34 08.0
 QD1688;SPC OR S     -   879,704.67  4,702,726.93   iFT  1.00002059   -0 34 08.0
 QD1688;UTM  10      - 4,881,822.200   633,593.274   MT  0.99981950   +1 09 38.9
 QD1688
 QD1688                          SUPERSEDED SURVEY CONTROL
 QD1688
 QD1688  NAD 83(1986)-  44 04 38.62767(N)    121 19 53.57841(W) AD(       ) 4
 QD1688  NAD 27      -  44 04 39.21135(N)    121 19 49.46206(W) AD(       ) 3
 QD1688
 QD1688.Superseded values are not recommended for survey control.
 QD1688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1688.See file dsdata.txt to determine how the superseded data were derived.
 QD1688
 QD1688_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP3359381822(NAD 83)
 QD1688
 QD1688  HISTORY     - Date     Condition        Report By
 QD1688  HISTORY     - 1971     MONUMENTED       NGS
 QD1688
 QD1688                          STATION DESCRIPTION
 QD1688
 QD1688'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LDF)
 QD1688'THE BONNEVILLE POWER ADMINISTRATION RADIO MAST, WHICH IS LOCATED
 QD1688'ON THE CENTRAL PART OF A PROMINENT BUTTE KNOWN LOCALLY AS AWBREY
 QD1688'BUTTE, ABOUT 2 MILES NORTHWEST OF BEND, OREGON, IS A TRIANGULAR
 QD1688'STEEL LATTICE-WORK MAST 198 FEET HIGH, WITH AN ANTENNA
 QD1688'APPROXIMATELY 15 FEET HIGH ON TOP.  IT IS PAINTED IN ALTERNATE
 QD1688'BANDS OF RED AND WHITE, AND HAS A FLASHING RED LIGHT ON TOP.
 QD1688'THIS MAST IS LOCATED APPROXIMATELY 200 FEET NORTHWEST OF THE
 QD1688'PACIFIC GAS TRANSMISSION COMPANY MAST.
 QD1688'
 QD1688'TO REACH FROM THE POST OFFICE AT THE INTERSECTION OF WALL AND
 QD1688'FRANKLIN STREETS IN BEND, GO EAST ON FRANKLIN STREET FOR ONE
 QD1688'BLOCK TO BOND STREET.  TURN LEFT, NORTH, ON BOND STREET AND GO
 QD1688'FOUR BLOCKS TO ITS JUNCTURE WITH WALL STREET.  TURN RIGHT,
 QD1688'NORTHEAST, ON WALL STREET AND GO 0.2 MILE TO PORTLAND AVENUE.
 QD1688'TURN LEFT, WEST, ON PORTLAND AVENUE, CROSS BRIDGE OVER DESCHUTES
 QD1688'RIVER, AND GO 0.5 MILE TO FIFTH STREET.  TURN RIGHT, NORTH, ON
 QD1688'FIFTH STREET AND GO 0.2 MILE NORTH AND NORTHWEST TO TRENTON
 QD1688'STREET.  GO WEST ON TRENTON STREET FOR 0.65 MILE TO TWELFTH
 QD1688'STREET.  TURN RIGHT, NORTH, AT TWELFTH STREET AND GO 0.1
 QD1688'MILE TO WEST HILLS AVENUE (PAVED) ON RIGHT AND DIRT ROAD
 QD1688'STRAIGHT AHEAD.  CONTINUE NORTH ON DIRT ROAD FOR 0.7 MILE TO
 QD1688'BASE OF MAST.  THE RED LIGHT ON TOP OF THE MAST WAS THE POINT
 QD1688'INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1683 ***********************************************************************
 QD1683  DESIGNATION -  BEND BROOKS SCANLON INC TANK
 QD1683  PID         -  QD1683
 QD1683  STATE/COUNTY-  OR/DESCHUTES
 QD1683  USGS QUAD   -  BEND (1981)
 QD1683
 QD1683                         *CURRENT SURVEY CONTROL
 QD1683  ___________________________________________________________________
 QD1683* NAD 83(1991)-  44 02 54.96587(N)    121 19 24.75613(W)     ADJUSTED  
 QD1683* NAVD 88     -              **(meters)            **(feet)            
 QD1683  ___________________________________________________________________
 QD1683  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 QD1683  GEOID HEIGHT-         -20.91  (meters)                     GEOID03
 QD1683  HORZ ORDER  -  THIRD
 QD1683
 QD1683.The horizontal coordinates were established by classical geodetic methods
 QD1683.and adjusted by the National Geodetic Survey in October 1991.
 QD1683
 QD1683
 QD1683.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1683
 QD1683.The geoid height was determined by GEOID03.
 QD1683
 QD1683;                    North         East     Units Scale Factor Converg.
 QD1683;SPC OR S     -   264,928.485 1,434,000.890   MT  1.00001272   -0 33 48.3
 QD1683;SPC OR S     -   869,187.94  4,704,727.33   iFT  1.00001272   -0 33 48.3
 QD1683;UTM  10      - 4,878,637.187   634,299.321   MT  0.99982183   +1 09 56.7
 QD1683
 QD1683                          SUPERSEDED SURVEY CONTROL
 QD1683
 QD1683  NAD 83(1986)-  44 02 54.97310(N)    121 19 24.76153(W) AD(       ) 4
 QD1683  NAD 27      -  44 02 55.55468(N)    121 19 20.64832(W) AD(       ) 3
 QD1683
 QD1683.Superseded values are not recommended for survey control.
 QD1683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1683.See file dsdata.txt to determine how the superseded data were derived.
 QD1683
 QD1683_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP3429978637(NAD 83)
 QD1683
 QD1683  HISTORY     - Date     Condition        Report By
 QD1683  HISTORY     - 1971     MONUMENTED       NGS
 QD1683
 QD1683                          STATION DESCRIPTION
 QD1683
 QD1683'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LDF)
 QD1683'THE BROOKS-SCANLON INC. WATER TANK IS A BLACK CYLINDRICAL TANK
 QD1683'WITH A CONICAL TOP AND A ROUND BALL IN THE TOP CENTER.  IT IS
 QD1683'SUPPORTED ON SIX STEEL LATTICEWORK LEGS, AND IS APPROXIMATELY 150
 QD1683'FEET HIGH.  THE TANK IS LOCATED IN THE SOUTHWEST SECTION OF BEND,
 QD1683'OREGON.
 QD1683'
 QD1683'TO REACH FROM THE POST OFFICE AT THE INTERSECTION OF WALL AND
 QD1683'FRANKLIN STREETS IN BEND, GO WEST ON FRANKLIN STREET FOR TWO BLOCKS
 QD1683'TO RIVERSIDE HIGHWAY BOULEVARD (INTO WHICH FRANKLIN STREET
 QD1683'RUNS).  CURVE WEST AND SOUTH ON RIVERSIDE HIGHWAY BOULEVARD FOR
 QD1683'0.25 MILE TO GALVESTON STREET.  TURN RIGHT, WEST, ON GALVESTON
 QD1683'STREET AND GO TWO BLOCKS TO COLUMBIA STREET.  TURN LEFT AND GO
 QD1683'SOUTH ON COLUMBIA STREET FOR 0.35 MILE TO COMMERCE STREET AND
 QD1683'END OF PAVED STREET.  CONTINUE SOUTH ON UNPAVED ROAD FOR 0.05
 QD1683'MILE TO OPEN GATE AND OLD RAILROAD WARNING SIGN ON RIGHT.  PASS
 QD1683'THROUGH GATE AND CONTINUE SOUTH FOR 0.05 MILE TO THE
 QD1683'BONNEVILLE POWER ADMINISTRATION STORAGE YARD AND FIELD OFFICES
 QD1683'(WHERE ROAD IS BLACKTOPPED).  TURN LEFT, EAST, AT FIELD OFFICES
 QD1683'AND GO 0.05 MILE TO BASE OF TANK, ABOUT 100 YARDS SOUTH OF
 QD1683'OLD PLANINE MILL BUILDING.  THE BALL IN THE TOP CENTER OF THE
 QD1683'TANK WAS THE POINT INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1674 ***********************************************************************
 QD1674  DESIGNATION -  BEND KBND RADIO MAST
 QD1674  PID         -  QD1674
 QD1674  STATE/COUNTY-  OR/DESCHUTES
 QD1674  USGS QUAD   -  BEND (1981)
 QD1674
 QD1674                         *CURRENT SURVEY CONTROL
 QD1674  ___________________________________________________________________
 QD1674* NAD 83(1991)-  44 03 41.22928(N)    121 18 48.01441(W)     ADJUSTED  
 QD1674* NAVD 88     -              **(meters)            **(feet)            
 QD1674  ___________________________________________________________________
 QD1674  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 QD1674  GEOID HEIGHT-         -20.94  (meters)                     GEOID03
 QD1674  HORZ ORDER  -  THIRD
 QD1674
 QD1674.The horizontal coordinates were established by classical geodetic methods
 QD1674.and adjusted by the National Geodetic Survey in October 1991.
 QD1674
 QD1674
 QD1674.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1674
 QD1674.The geoid height was determined by GEOID03.
 QD1674
 QD1674;                    North         East     Units Scale Factor Converg.
 QD1674;SPC OR S     -   266,348.356 1,434,832.647   MT  1.00001620   -0 33 23.2
 QD1674;SPC OR S     -   873,846.31  4,707,456.19   iFT  1.00001620   -0 33 23.2
 QD1674;UTM  10      - 4,880,081.237   635,087.698   MT  0.99982444   +1 10 23.3
 QD1674
 QD1674                          SUPERSEDED SURVEY CONTROL
 QD1674
 QD1674  NAD 83(1986)-  44 03 41.23681(N)    121 18 48.01875(W) AD(       ) 4
 QD1674  NAD 27      -  44 03 41.82000(N)    121 18 43.90000(W) AD(       ) 3
 QD1674
 QD1674.Superseded values are not recommended for survey control.
 QD1674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1674.See file dsdata.txt to determine how the superseded data were derived.
 QD1674
 QD1674_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP3508880081(NAD 83)
 QD1674
 QD1674  HISTORY     - Date     Condition        Report By
 QD1674  HISTORY     - 1946     MONUMENTED       CGS
 QD1674  HISTORY     - 1959     SEE DESCRIPTION  USGS
 QD1674  HISTORY     - 1971     SEE DESCRIPTION  NGS
 QD1674
 QD1674                          STATION DESCRIPTION
 QD1674
 QD1674'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 QD1674'THE STATION IS LOCATED IN THE TOWN OF BEND ALONG THE EAST BANK OF
 QD1674'THE DESCHUTES RIVER.  IT IS A TALL SLENDER STEEL STRUCTURE ABOUT
 QD1674'200 FEET IN HEIGHT.  IT IS PAINTED IN ALTERNATE COLORS OF RED
 QD1674'AND WHITE, WITH A RED LIGHT AT THE TOP.  IT IS 248 FEET NORTH OF
 QD1674'THE EAST-WEST STREET, 35 FEET EAST OF THE EAST BANK OF THE
 QD1674'DESCHUTES RIVER, 98 FEET WEST OF A TRACK ROAD AND ABOUT 150
 QD1674'YARDS WEST OF THE WEST WALL OF THE PILOT BUTTE INN.  THE POINT
 QD1674'OBSERVED UPON IS THE RED LIGHT ON THE TOP.
 QD1674'
 QD1674'TO REACH THE STATION FROM THE POST OFFICE IN BEND GO NORTH ON
 QD1674'U.S. HIGHWAYS 20 AND 97 FOR 0.2 MILES TO THE PILOT BUTTE INN ON
 QD1674'THE LEFT.  TURN LEFT ON SIDE STREET AND GO ABOUT 200 YARDS TO THE
 QD1674'NORTH END OF THE BRIDGE AND THE STATION ON THE RIGHT AS DESCRIBED.
 QD1674
 QD1674                          STATION RECOVERY (1959)
 QD1674
 QD1674'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 QD1674'THE TOWER HAS BEEN MOVED TO A NEW LOCATION NORTH EAST OF THE TOWN
 QD1674'OF BEND.
 QD1674
 QD1674                          STATION RECOVERY (1971)
 QD1674
 QD1674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LDF)
 QD1674'THE RADIO STATION KBND MAST DESCRIBED IN 1946 HAS BEEN MOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1687 ***********************************************************************
 QD1687  DESIGNATION -  BEND PACIFIC GAS MICROWAVE
 QD1687  PID         -  QD1687
 QD1687  STATE/COUNTY-  OR/DESCHUTES
 QD1687  USGS QUAD   -  BEND (1981)
 QD1687
 QD1687                         *CURRENT SURVEY CONTROL
 QD1687  ___________________________________________________________________
 QD1687* NAD 83(1991)-  44 04 37.23246(N)    121 19 52.07858(W)     ADJUSTED  
 QD1687* NAVD 88     -              **(meters)            **(feet)            
 QD1687  ___________________________________________________________________
 QD1687  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 QD1687  GEOID HEIGHT-         -20.98  (meters)                     GEOID03
 QD1687  HORZ ORDER  -  THIRD
 QD1687
 QD1687.The horizontal coordinates were established by classical geodetic methods
 QD1687.and adjusted by the National Geodetic Survey in October 1991.
 QD1687
 QD1687
 QD1687.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1687
 QD1687.The geoid height was determined by GEOID03.
 QD1687
 QD1687;                    North         East     Units Scale Factor Converg.
 QD1687;SPC OR S     -   268,090.834 1,433,424.004   MT  1.00002048   -0 34 07.0
 QD1687;SPC OR S     -   879,563.10  4,702,834.66   iFT  1.00002048   -0 34 07.0
 QD1687;UTM  10      - 4,881,780.069   633,627.390   MT  0.99981961   +1 09 39.9
 QD1687
 QD1687                          SUPERSEDED SURVEY CONTROL
 QD1687
 QD1687  NAD 83(1986)-  44 04 37.24028(N)    121 19 52.08357(W) AD(       ) 4
 QD1687  NAD 27      -  44 04 37.82393(N)    121 19 47.96733(W) AD(       ) 3
 QD1687
 QD1687.Superseded values are not recommended for survey control.
 QD1687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1687.See file dsdata.txt to determine how the superseded data were derived.
 QD1687
 QD1687_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP3362781780(NAD 83)
 QD1687
 QD1687  HISTORY     - Date     Condition        Report By
 QD1687  HISTORY     - 1971     MONUMENTED       NGS
 QD1687
 QD1687                          STATION DESCRIPTION
 QD1687
 QD1687'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LDF)
 QD1687'THE PACIFIC GAS TRANSMISSION MICROWAVE MAST, WHICH IS LOCATED ON
 QD1687'THE CENTRAL PART OF A PROMINENT BUTTE KNOWN LOCALLY AS AWBREY
 QD1687'BUTTE, ABOUT 2 MILES NORTHWEST OF BEND, OREGON, IS A TRIANGULAR
 QD1687'LATTICEWORK MAST OF GALVANIZED STEEL 115 FEET HIGH.  THERE IS A
 QD1687'LARGE MICROWAVE DISH NEAR THE TOP ON THE SOUTH SIDE OF THE
 QD1687'MAST.  THIS MAST IS LOCATED APPROXIMATELY 200 FEET SOUTHEAST OF
 QD1687'THE BONNEVILLE POWER ADMINISTRATION MAST.
 QD1687'
 QD1687'TO REACH FROM THE POST OFFICE AT THE INTERSECTION OF WALL AND
 QD1687'FRANKLIN STREETS IN BEND, GO EAST ON FRANKLIN STREET FOR ONE BLOCK
 QD1687'TO BOND STREET.  TURN LEFT, NORTH, ON BOND STREET AND GO FOUR
 QD1687'BLOCKS TO ITS JUNCTURE WITH WALL STREET.  TURN RIGHT, NORTHEAST,
 QD1687'ON WALL STREET AND GO 0.2 MILE TO PORTLAND AVENUE.  TURN LEFT,
 QD1687'WEST, ON PORTLAND AVENUE, CROSS BRIDGE OVER THE DESCHUTES RIVER,
 QD1687'AND GO 0.5 MILE TO FIFTH STREET.  TURN RIGHT, NORTH, ON FIFTH
 QD1687'STREET AND GO 0.2 MILE NORTH AND NORTHWEST TO TRENTON STREET.
 QD1687'GO WEST ON TRENTON STREET FOR 0.65 MILE TO TWELFTH STREET.  TURN
 QD1687'RIGHT, NORTH AT TWELFTH STREET AND GO 0.1 MILE TO WEST HILLS
 QD1687'AVENUE (PAVED) ON RIGHT AND DIRT ROAD CONTINUING STRAIGHT
 QD1687'AHEAD.  CONTINUE NORTH ON DIRT ROAD FOR 0.7 MILE TO SMALL
 QD1687'CONCRETE-BLOCK BUILDING AND MAST ON RIGHT.  THE TOP
 QD1687'CENTER OF THE MAST WAS THE POINT INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1685 ***********************************************************************
 QD1685  DESIGNATION -  BEND RAD STA KBND NW MAST
 QD1685  PID         -  QD1685
 QD1685  STATE/COUNTY-  OR/DESCHUTES
 QD1685  USGS QUAD   -  BEND (1981)
 QD1685
 QD1685                         *CURRENT SURVEY CONTROL
 QD1685  ___________________________________________________________________
 QD1685* NAD 83(1991)-  44 04 31.76912(N)    121 17 43.48833(W)     ADJUSTED  
 QD1685* NAVD 88     -              **(meters)            **(feet)            
 QD1685  ___________________________________________________________________
 QD1685  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 QD1685  GEOID HEIGHT-         -20.97  (meters)                     GEOID03
 QD1685  HORZ ORDER  -  THIRD
 QD1685
 QD1685.The horizontal coordinates were established by classical geodetic methods
 QD1685.and adjusted by the National Geodetic Survey in October 1991.
 QD1685
 QD1685
 QD1685.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1685
 QD1685.The geoid height was determined by GEOID03.
 QD1685
 QD1685;                    North         East     Units Scale Factor Converg.
 QD1685;SPC OR S     -   267,894.427 1,436,283.544   MT  1.00002006   -0 32 39.0
 QD1685;SPC OR S     -   878,918.72  4,712,216.35   iFT  1.00002006   -0 32 39.0
 QD1685;UTM  10      - 4,881,670.096   636,490.994   MT  0.99982913   +1 11 09.2
 QD1685
 QD1685                          SUPERSEDED SURVEY CONTROL
 QD1685
 QD1685  NAD 83(1986)-  44 04 31.77701(N)    121 17 43.49307(W) AD(       ) 4
 QD1685  NAD 27      -  44 04 32.35878(N)    121 17 39.37954(W) AD(       ) 3
 QD1685
 QD1685.Superseded values are not recommended for survey control.
 QD1685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1685.See file dsdata.txt to determine how the superseded data were derived.
 QD1685
 QD1685_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP3649181670(NAD 83)
 QD1685
 QD1685  HISTORY     - Date     Condition        Report By
 QD1685  HISTORY     - 1971     MONUMENTED       NGS
 QD1685
 QD1685                          STATION DESCRIPTION
 QD1685
 QD1685'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LDF)
 QD1685'THE RADIO STATION KBND NORTHWEST MAST, WHICH IS LOCATED IN THE
 QD1685'NORTHEAST SECTION OF BEND, OREGON, IS A TRIANGULAR STEEL
 QD1685'LATTICEWORK MAST PAINTED IN ALTERNATE BANDS OF RED AND WHITE.  IT
 QD1685'IS 200 FEET HIGH WITH A FLASHING RED LIGHT IN THE TOP CENTER
 QD1685'SURROUNDED BY A SQUARE GUARDRAIL.
 QD1685'
 QD1685'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAYS 20 AND 97 IN
 QD1685'BEND, GO NORTH ON U.S. 97 FOR 0.6 MILE TO EAST REVERE STREET.  TURN
 QD1685'RIGHT, EAST, AND GO 0.5 MILE ON EAST REVERE STREET TO FOURTH
 QD1685'STREET.  TURN LEFT, NORTH, ON FOURTH STREET AND GO 0.1 MILE TO
 QD1685'STUDIO ROAD.  TURN RIGHT ON STUDIO ROAD AND GO NORTHEAST FOR 0.6
 QD1685'MILE TO THE KBND BROADCASTING STUDIO AND TWO RADIO MASTS ON THE
 QD1685'RIGHT, SOUTH, SIDE, ABOUT 100 YARDS FROM THE ROAD.  THE TWO
 QD1685'MASTS ARE APPROXIMATELY 200 FEET APART.
 QD1685'
 QD1685'THE FLASHING RED LIGHT IN THE TOP CENTER OF THE MAST WAS THE
 QD1685'POINT INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1686 ***********************************************************************
 QD1686  DESIGNATION -  BEND RAD STA KBND SE MAST
 QD1686  PID         -  QD1686
 QD1686  STATE/COUNTY-  OR/DESCHUTES
 QD1686  USGS QUAD   -  BEND (1981)
 QD1686
 QD1686                         *CURRENT SURVEY CONTROL
 QD1686  ___________________________________________________________________
 QD1686* NAD 83(1991)-  44 04 31.77517(N)    121 17 40.45074(W)     ADJUSTED  
 QD1686* NAVD 88     -              **(meters)            **(feet)            
 QD1686  ___________________________________________________________________
 QD1686  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 QD1686  GEOID HEIGHT-         -20.97  (meters)                     GEOID03
 QD1686  HORZ ORDER  -  THIRD
 QD1686
 QD1686.The horizontal coordinates were established by classical geodetic methods
 QD1686.and adjusted by the National Geodetic Survey in October 1991.
 QD1686
 QD1686
 QD1686.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1686
 QD1686.The geoid height was determined by GEOID03.
 QD1686
 QD1686;                    North         East     Units Scale Factor Converg.
 QD1686;SPC OR S     -   267,893.972 1,436,351.134   MT  1.00002006   -0 32 37.0
 QD1686;SPC OR S     -   878,917.23  4,712,438.10   iFT  1.00002006   -0 32 37.0
 QD1686;UTM  10      - 4,881,671.682   636,558.555   MT  0.99982936   +1 11 11.4
 QD1686
 QD1686                          SUPERSEDED SURVEY CONTROL
 QD1686
 QD1686  NAD 83(1986)-  44 04 31.78309(N)    121 17 40.45548(W) AD(       ) 4
 QD1686  NAD 27      -  44 04 32.36455(N)    121 17 36.34179(W) AD(       ) 3
 QD1686
 QD1686.Superseded values are not recommended for survey control.
 QD1686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1686.See file dsdata.txt to determine how the superseded data were derived.
 QD1686
 QD1686_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP3655981672(NAD 83)
 QD1686
 QD1686  HISTORY     - Date     Condition        Report By
 QD1686  HISTORY     - 1971     MONUMENTED       NGS
 QD1686
 QD1686                          STATION DESCRIPTION
 QD1686
 QD1686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LDF)
 QD1686'THE RADIO STATION KBND SOUTHEAST MAST, WHICH IS LOCATED IN THE
 QD1686'NORTHEAST SECTION OF BEND, OREGON, IS A TRIANGULAR STEEL
 QD1686'LATTICEWORK MAST PAINTED IN ALTERNATE BANDS OF RED AND WHITE.  IT
 QD1686'IS 200 FEET HIGH WITH A FLASHING RED LIGHT IN THE TOP CENTER
 QD1686'SURROUNDED BY A SQUARE GUARDRAIL.
 QD1686'
 QD1686'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAYS 20 AND 97 IN BEND,
 QD1686'GO NORTH ON U.S. 97 FOR 0.6 MILE TO EAST REVERE STREET.  TURN
 QD1686'RIGHT, EAST ON EAST REVERE STREET AND GO 0.05 MILE TO FOURTH
 QD1686'STREET.  TURN LEFT, NORTH, ON FOURTH STREET AND GO 0.1 MILE TO
 QD1686'STUDIO ROAD.  TURN RIGHT ON STUDIO ROAD AND GO NORTHEAST FOR 0.6
 QD1686'MILE TO THE KBND BROADCASTING STUDIO AND TWO RADIO MASTS ON THE
 QD1686'RIGHT, SOUTH, SIDE ABOUT 100 YARDS FROM THE ROAD.  THE TWO
 QD1686'MASTS ARE APPROXIMATELY 200 FEET APART.
 QD1686'
 QD1686'THE FLASHING RED LIGHT IN THE TOP CENTER OF THE MAST WAS THE POINT
 QD1686'INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1689 ***********************************************************************
 QD1689  DESIGNATION -  BEND RAD STA KGRL MAST
 QD1689  PID         -  QD1689
 QD1689  STATE/COUNTY-  OR/DESCHUTES
 QD1689  USGS QUAD   -  BEND (1981)
 QD1689
 QD1689                         *CURRENT SURVEY CONTROL
 QD1689  ___________________________________________________________________
 QD1689* NAD 83(1991)-  44 04 46.01970(N)    121 17 02.26334(W)     ADJUSTED  
 QD1689* NAVD 88     -              **(meters)            **(feet)            
 QD1689  ___________________________________________________________________
 QD1689  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 QD1689  GEOID HEIGHT-         -20.98  (meters)                     GEOID03
 QD1689  HORZ ORDER  -  THIRD
 QD1689
 QD1689.The horizontal coordinates were established by classical geodetic methods
 QD1689.and adjusted by the National Geodetic Survey in October 1991.
 QD1689
 QD1689
 QD1689.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1689
 QD1689.The geoid height was determined by GEOID03.
 QD1689
 QD1689;                    North         East     Units Scale Factor Converg.
 QD1689;SPC OR S     -   268,325.610 1,437,204.945   MT  1.00002116   -0 32 10.8
 QD1689;SPC OR S     -   880,333.37  4,715,239.32   iFT  1.00002116   -0 32 10.8
 QD1689;UTM  10      - 4,882,128.816   637,398.785   MT  0.99983219   +1 11 38.2
 QD1689
 QD1689                          SUPERSEDED SURVEY CONTROL
 QD1689
 QD1689  NAD 83(1986)-  44 04 46.02857(N)    121 17 02.26757(W) AD(       ) 4
 QD1689  NAD 27      -  44 04 46.61060(N)    121 16 58.15415(W) AD(       ) 3
 QD1689
 QD1689.Superseded values are not recommended for survey control.
 QD1689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1689.See file dsdata.txt to determine how the superseded data were derived.
 QD1689
 QD1689_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP3739982129(NAD 83)
 QD1689
 QD1689  HISTORY     - Date     Condition        Report By
 QD1689  HISTORY     - 1971     MONUMENTED       NGS
 QD1689
 QD1689                          STATION DESCRIPTION
 QD1689
 QD1689'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LDF)
 QD1689'THE RADIO STATION KGRL MAST, WHICH IS LOCATED IN THE NORTHEAST
 QD1689'SECTION OF BEND, OREGON, IS A TRIANGULAR STEEL LATTICEWORK MAST 278
 QD1689'FEET HIGH, PAINTED IN ALTERNATE BANDS OF RED AND WHITE, AND WITH A
 QD1689'FLASHING RED LIGHT IN THE TOP CENTER OF THE MAST.
 QD1689'
 QD1689'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAYS 20 AND 97 IN BEND,
 QD1689'GO EAST ON U.S. 20 FOR 0.4 MILE TO EIGHTH STREET AND SIGN BUTLER
 QD1689'MKT ROAD.  TURN LEFT, NORTH, ON EIGHTH STREET AND GO 0.8 MILE TO
 QD1689'WHERE STREET BENDS RIGHT, NORTHEAST, AND BECOMES BUTLER MARKET
 QD1689'ROAD.  CONTINUE NORTHEAST ON BUTLER MARKET ROAD FOR 0.6 MILE TO
 QD1689'THE KGRL BROADCASTING STUDIO AND THE RADIO MAST ON THE LEFT,
 QD1689'APPROXIMATELY 0.05 MILE NORTHWEST OF THE ROAD.
 QD1689'
 QD1689'THE FLASHING RED LIGHT IN THE TOP CENTER OF THE MAST WAS THE
 QD1689'POINT INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0371 ***********************************************************************
 RB0371  DESIGNATION -  BEND RM 1
 RB0371  PID         -  RB0371
 RB0371  STATE/COUNTY-  OR/UMATILLA
 RB0371  USGS QUAD   -  TABLE ROCK (1974)
 RB0371
 RB0371                         *CURRENT SURVEY CONTROL
 RB0371  ___________________________________________________________________
 RB0371* NAD 83(1986)-  45 34 53.     (N)    118 38 36.     (W)     SCALED    
 RB0371* NAVD 88     -       772.083  (meters)    2533.08   (feet)  ADJUSTED  
 RB0371  ___________________________________________________________________
 RB0371  GEOID HEIGHT-         -19.99  (meters)                     GEOID03
 RB0371  DYNAMIC HT  -         771.959 (meters)    2532.67  (feet)  COMP
 RB0371  MODELED GRAV-     980,429.1   (mgal)                       NAVD 88
 RB0371
 RB0371  VERT ORDER  -  SECOND    CLASS 0
 RB0371
 RB0371.The horizontal coordinates were scaled from a topographic map and have
 RB0371.an estimated accuracy of +/- 6 seconds.
 RB0371
 RB0371.The orthometric height was determined by differential leveling
 RB0371.and adjusted in June 1991.
 RB0371
 RB0371.The geoid height was determined by GEOID03.
 RB0371
 RB0371.The dynamic height is computed by dividing the NAVD 88
 RB0371.geopotential number by the normal gravity value computed on the
 RB0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0371.degrees latitude (g = 980.6199 gals.).
 RB0371
 RB0371.The modeled gravity was interpolated from observed gravity values.
 RB0371
 RB0371;                    North         East    Units  Estimated Accuracy
 RB0371;SPC OR N     -   214,430.    2,644,880.      MT  (+/- 180 meters Scaled)
 RB0371
 RB0371                          SUPERSEDED SURVEY CONTROL
 RB0371
 RB0371  NGVD 29 (??/??/92)  771.045  (m)         2529.67   (f) ADJ UNCH    2 0
 RB0371
 RB0371.Superseded values are not recommended for survey control.
 RB0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0371.See file dsdata.txt to determine how the superseded data were derived.
 RB0371
 RB0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL717488(NAD 83)
 RB0371_MARKER: DR = REFERENCE MARK DISK
 RB0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0371_STAMPING: BEND NO 1 1963
 RB0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0371+STABILITY: SURFACE MOTION
 RB0371
 RB0371  HISTORY     - Date     Condition        Report By
 RB0371  HISTORY     - 1963     MONUMENTED       CGS
 RB0371
 RB0371                          STATION DESCRIPTION
 RB0371
 RB0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 RB0371'9.5 MI SE FROM PENDLETON.
 RB0371'IT IS 67 FEET EAST OF THE FENCE, 33 FEET EAST OF THE TRACK ROAD, 19
 RB0371'FEET WEST OF THE EAST EDGE OF THE CUT BANK AND ABOUT THE SAME
 RB0371'ELEVATION AS THE STATION.  SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 RB0371'POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0370 ***********************************************************************
 RB0370  DESIGNATION -  BEND RM 2
 RB0370  PID         -  RB0370
 RB0370  STATE/COUNTY-  OR/UMATILLA
 RB0370  USGS QUAD   -  TABLE ROCK (1974)
 RB0370
 RB0370                         *CURRENT SURVEY CONTROL
 RB0370  ___________________________________________________________________
 RB0370* NAD 83(1986)-  45 34 53.     (N)    118 38 36.     (W)     SCALED    
 RB0370* NAVD 88     -       768.580  (meters)    2521.58   (feet)  ADJUSTED  
 RB0370  ___________________________________________________________________
 RB0370  GEOID HEIGHT-         -19.99  (meters)                     GEOID03
 RB0370  DYNAMIC HT  -         768.456 (meters)    2521.18  (feet)  COMP
 RB0370  MODELED GRAV-     980,429.1   (mgal)                       NAVD 88
 RB0370
 RB0370  VERT ORDER  -  SECOND    CLASS 0
 RB0370
 RB0370.The horizontal coordinates were scaled from a topographic map and have
 RB0370.an estimated accuracy of +/- 6 seconds.
 RB0370
 RB0370.The orthometric height was determined by differential leveling
 RB0370.and adjusted in June 1991.
 RB0370
 RB0370.The geoid height was determined by GEOID03.
 RB0370
 RB0370.The dynamic height is computed by dividing the NAVD 88
 RB0370.geopotential number by the normal gravity value computed on the
 RB0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0370.degrees latitude (g = 980.6199 gals.).
 RB0370
 RB0370.The modeled gravity was interpolated from observed gravity values.
 RB0370
 RB0370;                    North         East    Units  Estimated Accuracy
 RB0370;SPC OR N     -   214,430.    2,644,880.      MT  (+/- 180 meters Scaled)
 RB0370
 RB0370                          SUPERSEDED SURVEY CONTROL
 RB0370
 RB0370  NGVD 29 (??/??/92)  767.542  (m)         2518.18   (f) ADJ UNCH    2 0
 RB0370
 RB0370.Superseded values are not recommended for survey control.
 RB0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0370.See file dsdata.txt to determine how the superseded data were derived.
 RB0370
 RB0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL717488(NAD 83)
 RB0370_MARKER: DR = REFERENCE MARK DISK
 RB0370_SETTING: 80 = SET IN A BOULDER
 RB0370_SP_SET: BOULDER
 RB0370_STAMPING: BENDHNO 2 1963
 RB0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0370+STABILITY: SURFACE MOTION
 RB0370
 RB0370  HISTORY     - Date     Condition        Report By
 RB0370  HISTORY     - 1963     MONUMENTED       CGS
 RB0370
 RB0370                          STATION DESCRIPTION
 RB0370
 RB0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 RB0370'9.5 MI SE FROM PENDLETON.
 RB0370'CEMENTED IN A DRILL HOLE IN A 2 BY 2 FOOT BOULDER PROJECTING 4 INCHES.
 RB0370'IT IS 36 FEET WEST OF THE TRACK ROAD, 1 FOOT EAST THE FENCE AND 13.2
 RB0370'FEET LOWER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1678 ***********************************************************************
 QD1678  DESIGNATION -  BEND WATER TANK
 QD1678  PID         -  QD1678
 QD1678  STATE/COUNTY-  OR/DESCHUTES
 QD1678  USGS QUAD   -  BEND (1981)
 QD1678
 QD1678                         *CURRENT SURVEY CONTROL
 QD1678  ___________________________________________________________________
 QD1678* NAD 83(1991)-  44 01 28.25362(N)    121 17 25.01134(W)     ADJUSTED  
 QD1678* NAVD 88     -              **(meters)            **(feet)            
 QD1678  ___________________________________________________________________
 QD1678  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 QD1678  GEOID HEIGHT-         -20.85  (meters)                     GEOID03
 QD1678  HORZ ORDER  -  THIRD
 QD1678
 QD1678.The horizontal coordinates were established by classical geodetic methods
 QD1678.and adjusted by the National Geodetic Survey in October 1991.
 QD1678
 QD1678
 QD1678.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1678
 QD1678.The geoid height was determined by GEOID03.
 QD1678
 QD1678;                    North         East     Units Scale Factor Converg.
 QD1678;SPC OR S     -   262,226.546 1,436,641.220   MT  1.00000632   -0 32 26.4
 QD1678;SPC OR S     -   860,323.31  4,713,389.83   iFT  1.00000632   -0 32 26.4
 QD1678;UTM  10      - 4,876,016.629   637,019.479   MT  0.99983091   +1 11 18.2
 QD1678
 QD1678                          SUPERSEDED SURVEY CONTROL
 QD1678
 QD1678  NAD 83(1986)-  44 01 28.26088(N)    121 17 25.01629(W) AD(       ) 4
 QD1678  NAD 27      -  44 01 28.84000(N)    121 17 20.91000(W) AD(       ) 3
 QD1678
 QD1678.Superseded values are not recommended for survey control.
 QD1678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1678.See file dsdata.txt to determine how the superseded data were derived.
 QD1678
 QD1678_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP3701976017(NAD 83)
 QD1678
 QD1678  HISTORY     - Date     Condition        Report By
 QD1678  HISTORY     - 1946     MONUMENTED       CGS
 QD1678  HISTORY     - 1971     SEE DESCRIPTION  NGS
 QD1678
 QD1678                          STATION DESCRIPTION
 QD1678
 QD1678'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 QD1678'THE STATION IS LOCATED ABOUT 2 MILES SOUTHEAST OF BEND IN THE
 QD1678'SOUTH CORNER OF A Y FORMED BY THE GREAT NORTHERN RAILROAD
 QD1678'TRACKS.  IT IS 59.5 FEET WEST OF THE WEST RAIL OF THE SIDE TRACK,
 QD1678'161 FEET EAST OF THE EAST RAIL OF SOUTHWEST SECTION OF THE Y, 74
 QD1678'FEET NORTHEAST OF THE NORTHEAST SIDE OF A LARGE OIL STORAGE TANK
 QD1678'AND 38.5 FEET SOUTH OF THE CENTER OF THE DIRT ROAD LEADING TO
 QD1678'THE TRACKS.  IT IS A LARGE BLACK TANK SUPPORTED BY A FOUR LEGGED
 QD1678'STEEL STRUCTURE.  THE TANK IS ABOUT 125 FEET HIGH.  THE POINT
 QD1678'OBSERVED UPON WAS THE BALL ON THE TOP.
 QD1678'
 QD1678'TO REACH FROM THE POST OFFICE IN BEND GO EAST ON U.S. HIGHWAY 97
 QD1678'FOR 0.65 MILE TO A T INTERSECTION, TURN RIGHT AND CONTINUE FOR
 QD1678'1.3 MILE TO A SIDE ROAD LEFT.  TURN LEFT ON SIDE ROAD AND GO ABOUT
 QD1678'100 YARDS TO A FORKS JUST AFTER CROSSING A SMALL WHITE
 QD1678'BRIDGE.  TAKE LEFT FORK AND GO 0.45 MILE TO A FORKS, TAKE LEFT
 QD1678'FORK AND GO 0.4 MILE TO A FORKS.  TAKE RIGHT FORK AND GO 0.25
 QD1678'MILE TO THE GREAT NORTHERN RAILROAD TRACKS, TURN RIGHT AND
 QD1678'FOLLOW RAILROAD TRACKS FOR 0.15 MILE TO THE STATION ON THE RIGHT
 QD1678'AS DESCRIBED.
 QD1678
 QD1678                          STATION RECOVERY (1971)
 QD1678
 QD1678'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LDF)
 QD1678'THE BEND MUNICIPAL WATER TANK, WHICH IS LOCATED IN THE SOUTHEAST
 QD1678'SECTION OF BEND, OREGON, IS AN ALUMINUM-COLORED CYLINDRICAL TANK
 QD1678'WITH A CONICAL TOP.  IT IS 125 FEET HIGH, AND IS SUPPORTED ON FOUR
 QD1678'STEEL LEGS OF LATTICEWORK CONSTRUCTION.
 QD1678'
 QD1678'DUE TO CHANGES IN THE LOCATIONS OF HIGHWAYS AND RAILROAD TRACKS,
 QD1678'A NEW TO REACH FOLLOWS--
 QD1678'
 QD1678'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 20 AND 97 IN BEND,
 QD1678'GO SOUTH ON U.S. 97 FOR 1.6 MILES TO THE PINEFOREST GRANGE HALL
 QD1678'ON THE LEFT (EAST).  TURN LEFT, EAST, 0.05 MILE SOUTH OF THE
 QD1678'PINEFOREST GRANGE HALL AND CROSS BRIDGE OVER IRRIGATION CANAL,
 QD1678'KEEPING TO LEFT WHERE STREET DIVIDES.  PROCEED SOUTH, THEN EAST,
 QD1678'ON BROSTERHOUS ROAD FOR 0.5 MILE, THEN TURN RIGHT AND GO SOUTH
 QD1678'ON SAME ROAD (WHICH THEN BECOMES SIPCHEN ROAD) FOR 0.7 MILE TO A
 QD1678'CINDER TRACK ROAD ON THE LEFT.  TURN LEFT, NORTH, AND GO 0.2
 QD1678'MILE TO TANK, WHICH IS SITUATED 318 FEET SOUTHWEST OF THE
 QD1678'SOUTHERNMOST RAIL OF THE GREAT NORTHERN RAILROAD TRACKS.
 QD1678'
 QD1678'THE BALL IN THE TOP CENTER OF THE TANK WAS THE POINT INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AJ8159 ***********************************************************************
 AJ8159  DESIGNATION -  BENJAMIN
 AJ8159  PID         -  AJ8159
 AJ8159  STATE/COUNTY-  OR/WASHINGTON
 AJ8159  USGS QUAD   -  GALES CREEK (1992)
 AJ8159
 AJ8159                         *CURRENT SURVEY CONTROL
 AJ8159  ___________________________________________________________________
 AJ8159* NAD 83(2007)-  45 36 43.02203(N)    123 14 37.41882(W)     ADJUSTED  
 AJ8159* NAVD 88     -       113.2    (meters)     371.     (feet)  GPS OBS   
 AJ8159  ___________________________________________________________________
 AJ8159  EPOCH DATE  -        2007.00
 AJ8159  X           -  -2,450,082.232 (meters)                     COMP
 AJ8159  Y           -  -3,737,888.826 (meters)                     COMP
 AJ8159  Z           -   4,535,247.104 (meters)                     COMP
 AJ8159  LAPLACE CORR-         -19.22  (seconds)                    DEFLEC99
 AJ8159  ELLIP HEIGHT-          91.690 (meters)          (02/10/07) ADJUSTED
 AJ8159  GEOID HEIGHT-         -21.52  (meters)                     GEOID03
 AJ8159
 AJ8159  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ8159  Type    PID    Designation                      North   East  Ellip
 AJ8159  -------------------------------------------------------------------
 AJ8159  NETWORK AJ8159 BENJAMIN                          1.08   0.73   3.72
 AJ8159  -------------------------------------------------------------------
 AJ8159
 AJ8159.The horizontal coordinates were established by GPS observations
 AJ8159.and adjusted by the National Geodetic Survey in February 2007.
 AJ8159
 AJ8159.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ8159.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ8159.The horizontal coordinates are valid at the epoch date displayed above.
 AJ8159.The epoch date for horizontal control is a decimal equivalence
 AJ8159.of Year/Month/Day.
 AJ8159
 AJ8159.The orthometric height was determined by GPS observations and a
 AJ8159.high-resolution geoid model.
 AJ8159
 AJ8159.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8159
 AJ8159.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8159
 AJ8159.The ellipsoidal height was determined by GPS observations
 AJ8159.and is referenced to NAD 83.
 AJ8159
 AJ8159.The geoid height was determined by GEOID03.
 AJ8159
 AJ8159;                    North         East     Units Scale Factor Converg.
 AJ8159;SPC OR N     -   219,799.293 2,286,038.259   MT  0.99992448   -1 56 44.9
 AJ8159;SPC OR N     -   721,126.29  7,500,125.52   iFT  0.99992448   -1 56 44.9
 AJ8159;UTM  10      - 5,050,962.894   480,996.128   MT  0.99960444   -0 10 27.0
 AJ8159
 AJ8159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8159!SPC OR N     -   0.99998563  x   0.99992448  =   0.99991011
 AJ8159!UTM  10      -   0.99998563  x   0.99960444  =   0.99959007
 AJ8159
 AJ8159                          SUPERSEDED SURVEY CONTROL
 AJ8159
 AJ8159  NAD 83(1998)-  45 36 43.01987(N)    123 14 37.42089(W) AD(       ) B
 AJ8159  ELLIP H (02/26/02)   91.697  (m)                       GP(       ) 3 2
 AJ8159
 AJ8159.Superseded values are not recommended for survey control.
 AJ8159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8159.See file dsdata.txt to determine how the superseded data were derived.
 AJ8159
 AJ8159_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR8099650963(NAD 83)
 AJ8159_MARKER: DD = SURVEY DISK
 AJ8159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8159_STAMPING: BENJAMIN 2000
 AJ8159_MARK LOGO: OR-067
 AJ8159_PROJECTION: FLUSH
 AJ8159_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ8159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8159+STABILITY: SURFACE MOTION
 AJ8159_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8159+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2000
 AJ8159
 AJ8159  HISTORY     - Date     Condition        Report By
 AJ8159  HISTORY     - 20001128 MONUMENTED       OR-067
 AJ8159
 AJ8159                          STATION DESCRIPTION
 AJ8159
 AJ8159'DESCRIBED BY WASHINGTON COUNTY OREGON 2000 (JD)
 AJ8159'THE STATION IS LOCATED ABOUT 18.2 MI (29.3 KM) NORTHWEST OF HILLSBORO,
 AJ8159'AT THE
 AJ8159'INTERSECTION OF STATE HIGHWAY 6 (WILSON RIVER HIGHWAY) AND GALES CREEK
 AJ8159'ROAD.
 AJ8159'OWNERSHIP -- OREGON STATE DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY.
 AJ8159' 
 AJ8159'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 26 (SUNSET
 AJ8159'HIGHWAY) AND 6
 AJ8159'(WILSON RIVER HIGHWAY), TURN LEFT, WEST, ONTO HIGHWAY 6 FOR 9.35 MI
 AJ8159'(15.05 KM)
 AJ8159'TO THE JUNCTION OF  WITH N.W. GALES CREEK ROAD.  TURN LEFT, SOUTHWEST,
 AJ8159'ONTO GALES CREEK
 AJ8159'ROAD FOR 50 FT (15.2 M) AND THEN TURN RIGHT, NORTHWEST, FOR 50 FT
 AJ8159'(15.2 M) INTO A
 AJ8159'TRIANGULAR SHAPED GRAVEL ISLAND TO THE STATION ON THE LEFT.
 AJ8159' 
 AJ8159'STATION IS A 3.5 IN (9 CM) DIAMETER BRONZE WASHINGTON COUNTY SURVEYOR
 AJ8159'DISK SET IN TOP OF
 AJ8159'A SLIGHTLY DOMED CONCRETE MONUMENT ENCASED IN A 12 IN (30 CM) DIAMETER
 AJ8159'CAST IRON
 AJ8159'MONUMENT WELL SURROUNDED BY CONCRETE AND FLUSH WITH THE GROUND.  IT IS
 AJ8159'31.9 FT (9.7 M)
 AJ8159'SOUTHWEST FROM THE SOUTHWEST EDGE OF PAVEMENT OF HIGHWAY 6, 40.16 FT
 AJ8159'(12.2 M)
 AJ8159'NORTHEAST FROM THE NORTHEAST CORNER OF A 1.5  X  2.8 FT CATCH BASIN,
 AJ8159'39 FT (11.9 M)
 AJ8159'EAST-NORTHEAST FROM A STOP SIGN, 121.6 FT (37.5 M) NORTH FROM PGE
 AJ8159'POWER POLE NO. 7 1982
 AJ8159'WITH STREET LIGHT, 83.3 FT (25.4 M) WEST SOUTHWEST FROM HIGHWAY
 AJ8159'REFLECTOR ON GUARD
 AJ8159'RAIL ON NORTH SIDE OF HIGHWAY 6, AND 1 FT (.3 M)  WEST FROM A
 AJ8159'CARSONITE WITNESS POST.
 AJ8159' 
 AJ8159' 
 AJ8159' 
 AJ8159' 
 AJ8159'
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0913 ***********************************************************************
 OA0913  DESIGNATION -  BENN
 OA0913  PID         -  OA0913
 OA0913  STATE/COUNTY-  OR/COOS
 OA0913  USGS QUAD   -  CALF RANCH MOUNTIAN (1996)
 OA0913
 OA0913                         *CURRENT SURVEY CONTROL
 OA0913  ___________________________________________________________________
 OA0913* NAD 83(1991)-  42 57 31.45726(N)    124 16 21.23529(W)     ADJUSTED  
 OA0913* NAVD 88     -       669.9    (meters)    2198.     (feet)  VERTCON   
 OA0913  ___________________________________________________________________
 OA0913  LAPLACE CORR-          10.57  (seconds)                    DEFLEC99
 OA0913  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 OA0913  HORZ ORDER  -  SECOND
 OA0913
 OA0913.The horizontal coordinates were established by classical geodetic methods
 OA0913.and adjusted by the National Geodetic Survey in October 1991.
 OA0913
 OA0913.The NAVD 88 height was computed by applying the VERTCON shift value to
 OA0913.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OA0913
 OA0913.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA0913
 OA0913.The geoid height was determined by GEOID03.
 OA0913
 OA0913;                    North         East     Units Scale Factor Converg.
 OA0913;SPC OR S     -   150,457.613 1,192,310.083   MT  0.99990128   -2 34 51.6
 OA0913;SPC OR S     -   493,627.34  3,911,778.49   iFT  0.99990128   -2 34 51.6
 OA0913;UTM  10      - 4,757,018.327   396,205.293   MT  0.99973253   -0 52 02.3
 OA0913
 OA0913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA0913!SPC OR S     -   0.99989901  x   0.99990128  =   0.99980030
 OA0913!UTM  10      -   0.99989901  x   0.99973253  =   0.99963157
 OA0913
 OA0913:                Primary Azimuth Mark                     Grid Az
 OA0913:SPC OR S     -  SUGAR LOAF LOOKOUT TOWER                 169 38 13.5
 OA0913:UTM  10      -  SUGAR LOAF LOOKOUT TOWER                 167 55 24.2
 OA0913
 OA0913|---------------------------------------------------------------------|
 OA0913| PID    Reference Object                     Distance      Geod. Az  |
 OA0913|                                                           dddmmss.s |
 OA0913| OA0885 SUGAR LOAF LOOKOUT TOWER            APPROX.13.8 KM 1670321.9 |
 OA0913| CD9052 BENN RM 1                             3.962 METERS 19048     |
 OA0913| OA0917 EDSON BUTTE LOT GUARD DWELLING      APPROX.10.9 KM 2073920.3 |
 OA0913| CD9053 BENN RM 2                             3.366 METERS 25632     |
 OA0913| OA1443 BILL BUTTE LOOKOUT TOWER            APPROX. 7.1 KM 3322706.8 |
 OA0913|---------------------------------------------------------------------|
 OA0913
 OA0913                          SUPERSEDED SURVEY CONTROL
 OA0913
 OA0913  NAD 83(1986)-  42 57 31.44004(N)    124 16 21.27447(W) AD(       ) 2
 OA0913  NAD 27      -  42 57 32.04900(N)    124 16 16.89100(W) AD(       ) 2
 OA0913  NGVD 29 (07/19/86)  668.7    (m)         2194.     (f) VERT ANG    3  
 OA0913
 OA0913.Superseded values are not recommended for survey control.
 OA0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0913.See file dsdata.txt to determine how the superseded data were derived.
 OA0913
 OA0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN9620557018(NAD 83)
 OA0913_MARKER: Z = SEE DESCRIPTION
 OA0913_SETTING: 0 = UNSPECIFIED SETTING
 OA0913
 OA0913  HISTORY     - Date     Condition        Report By
 OA0913  HISTORY     - 1942     MONUMENTED       CGS
 OA0913  HISTORY     - 20021028 MARK NOT FOUND   USPSQD
 OA0913
 OA0913                          STATION DESCRIPTION
 OA0913
 OA0913'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JCS)
 OA0913'LOCATED ON THE E SUMMIT OF BENNETT BUTTE, ABOUT 3 FEET E OF THE
 OA0913'E SIDE OF POLE BASE OF BENNETT BUTTE LOOKOUT TOWER.  10 MILES, AIR
 OA0913'LINE, SW OF MYRTLE POINT, 9 MILES, AIR LINE, ENE OF LANGLOIS (A
 OA0913'STORE ON HIGHWAY 101) AND 13 MILES SSW OF COQUILLE.
 OA0913'
 OA0913'STATION MARK IS A BRONZE DISK BRAZED TO THE TOP OF A 2-INCH IRON
 OA0913'PIPE STAMPED BENN 1942, PROJECTING 4 INCHES ABOVE GROUND, NEAR
 OA0913'NE LEG OF BENNETT BUTTE LOOKOUT TOWER, 11.77 FEET E OF CENTER OF
 OA0913'LOOKOUT TOWER.
 OA0913'
 OA0913'REFERENCE MARK NO.1--BRONZE DISK SET IN A DRILL HOLE IN THE
 OA0913'CEMENT BASE OF SE LEG OF BENNETT BUTTE LOOKOUT TOWER, STAMPED BENN
 OA0913'NO.1 1942.
 OA0913'
 OA0913'REFERENCE MARK NO.2--BRONZE DISK SET IN A DRILL HOLE IN THE
 OA0913'CEMENT BASE OF CENTER LEG OF BENNETT BUTTE LOOKOUT TOWER, STAMPED
 OA0913'BENN NO.2 1942.
 OA0913'
 OA0913'REACHED FROM MYRTLE POINT BY GOING W ON THE MAIN STREET (AT
 OA0913'THIS POINT THE STATE HIGHWAY CURVES TO THE RIGHT) 0.1 MILE TO
 OA0913'THE W END OF STEEL SPAN, THEN TURN LEFT, S, DOWN A WOODEN RAMP
 OA0913'AND GO 0.6 MILE TO FORKS.  TAKE LEFT FORK AND GO 1.1 MILES.  AT
 OA0913'T-FORKS ABOUT 100 YARDS S OF A CREAMERY TURN RIGHT AND GO S AND
 OA0913'SW ON CATCHING CREEK ROAD 4.8 MILES TO FORKS.  TAKE LEFT FORKS
 OA0913'FOR 2.4 MILES TO FORKS AND SIGN WHITNEY ROAD.  TAKE LEFT FORK
 OA0913'4.3 MILES TO THE LARSON RANCH BUILDINGS TO THE RIGHT AND ABOVE
 OA0913'THE ROAD.  SEVERAL LOGGING ROADS LEAD OFF FROM THIS ROAD BUT
 OA0913'SHOULD NOT BE CONFUSED WITH THE MAIN GRADED ROAD.  FROM HERE
 OA0913'TAKE RIGHT FORK, JUST S OF MAIN BARN, PASSING TO THE LEFT OF
 OA0913'SHED AND THROUGH A BOARD GATE AND CONTINUE W UP A STEEP AND
 OA0913'NARROW GRADE 1.1 MILES TO THE TOP OF THE DIVIDE AND A FARM ABOUT
 OA0913'1/4 MILE TO THE SW.  TURN SHARPLY TO THE RIGHT AND GO N
 OA0913'UP AN OLD TRACK ROAD ON THE TOP OF THE RIDGE, 0.4 MILE TO
 OA0913'BOARD GATE AND FORKS.  TAKE LEFT FORKS ON NARROW TRACK ROAD
 OA0913'0.3 MILE TO THE END OF TRUCK TRAVEL AT SIGN BENNETT BUTTE
 OA0913'L.O. 1/4 MILE.  FROM HERE PACK RIGHT UP A STEEP WIDE TRAIL TO
 OA0913'SADDLE BETWEEN THE TWO HILLS, THEN RIGHT ON TRAIL TO LOOKOUT AND
 OA0913'STATION SITE.  ABOUT 25 YARDS.
 OA0913'
 OA0913'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 OA0913
 OA0913                          STATION RECOVERY (2002)
 OA0913
 OA0913'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 OA0913'REFERENCE MARK NO.2 FOUND IN GOOD CONDITION. STATION MARK AND RM 1 NOT
 OA0913'FOUND, PRESUMED DESTROYED AS SUMMIT NOW HAS COMMUNICATIONS FACILITY
 OA0913'AND TWO BUILDINGS.
 OA0913' SEARCH FOUND NO SIGN OF STATION MARK OR RM1.
 OA0913' 
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA1151 ***********************************************************************
 RA1151  DESIGNATION -  BENNET
 RA1151  PID         -  RA1151
 RA1151  STATE/COUNTY-  OR/BAKER
 RA1151  USGS QUAD   -  BENNET PEAK (1990)
 RA1151
 RA1151                         *CURRENT SURVEY CONTROL
 RA1151  ___________________________________________________________________
 RA1151* NAD 83(1991)-  45 02 18.06180(N)    117 23 43.47257(W)     ADJUSTED  
 RA1151* NAVD 88     -      2160.2    (meters)    7087.     (feet)  VERTCON   
 RA1151  ___________________________________________________________________
 RA1151  LAPLACE CORR-           9.05  (seconds)                    DEFLEC99
 RA1151  GEOID HEIGHT-         -15.91  (meters)                     GEOID03
 RA1151  HORZ ORDER  -  THIRD
 RA1151
 RA1151.The horizontal coordinates were established by classical geodetic methods
 RA1151.and adjusted by the National Geodetic Survey in October 1991.
 RA1151
 RA1151.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1151.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1151
 RA1151.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1151
 RA1151.The geoid height was determined by GEOID03.
 RA1151
 RA1151;                    North         East     Units Scale Factor Converg.
 RA1151;SPC OR N     -   157,122.238 2,744,538.468   MT  0.99989716   +2 12 06.2
 RA1151;SPC OR N     -   515,492.91  9,004,391.30   iFT  0.99989716   +2 12 06.2
 RA1151;UTM  11      - 4,987,286.709   468,856.515   MT  0.99961193   -0 16 47.2
 RA1151
 RA1151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1151!SPC OR N     -   0.99966392  x   0.99989716  =   0.99956111
 RA1151!UTM  11      -   0.99966392  x   0.99961193  =   0.99927598
 RA1151
 RA1151:                Primary Azimuth Mark                     Grid Az
 RA1151:SPC OR N     -  RED KNOB LOH                             174 16 52.0
 RA1151:UTM  11      -  RED KNOB LOH                             176 45 45.4
 RA1151
 RA1151|---------------------------------------------------------------------|
 RA1151| PID    Reference Object                     Distance      Geod. Az  |
 RA1151|                                                           dddmmss.s |
 RA1151| QB1185 RED KNOB LOH                        APPROX. 7.3 KM 1762858.2 |
 RA1151|---------------------------------------------------------------------|
 RA1151
 RA1151                          SUPERSEDED SURVEY CONTROL
 RA1151
 RA1151  NAD 83(1986)-  45 02 18.07273(N)    117 23 43.46745(W) AD(       ) 4
 RA1151  NAD 27      -  45 02 18.52402(N)    117 23 39.76756(W) AD(       ) 3
 RA1151  NGVD 29 (09/20/87) 2158.9    (m)         7083.     (f) H LEVEL     3  
 RA1151
 RA1151.Superseded values are not recommended for survey control.
 RA1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1151.See file dsdata.txt to determine how the superseded data were derived.
 RA1151
 RA1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK6885787287(NAD 83)
 RA1151_MARKER: Z = SEE DESCRIPTION
 RA1151_SETTING: 0 = UNSPECIFIED SETTING
 RA1151_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RA1151
 RA1151  HISTORY     - Date     Condition        Report By
 RA1151  HISTORY     - 1916     MONUMENTED       CGS
 RA1151  HISTORY     - 1954     GOOD             USGS
 RA1151
 RA1151                          STATION DESCRIPTION
 RA1151
 RA1151'DESCRIBED BY COAST AND GEODETIC SURVEY 1916 (CVH)
 RA1151'NOT OCCUPIED.
 RA1151'
 RA1151'THE POINT LOCATED IS THE CUPOLA ON THE FOREST SERVICE LOOKOUT
 RA1151'HOUSE SITUATED ON THE SUMMIT OF BENNET PEAK, IN THE SOUTHWEST
 RA1151'QUARTER OF SECTION 13, T 6 S, R 43 E, W.M.  MOST EASILY
 RA1151'REACHED OVER FOREST SERVICE TRAILS FROM MEDICAL SPRINGS.
 RA1151
 RA1151                          STATION RECOVERY (1954)
 RA1151
 RA1151'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 RA1151'RECOVERED AS DESCRIBED BY NGS.  STATION MAY NOW BE REACHED BY
 RA1151'ARMY TYPE JEEP FROM TWO COLOR GUARD STATION.  A 2-HOUR HARD TRIP.
 RA1151'RD. IS WELL MARKED.  LOH IN GOOD CONDITION.
 RA1151'
 RA1151'STATION MARK--CENTER OF LOH.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC1048 ***********************************************************************
 PC1048  DESIGNATION -  BENNET ROCK
 PC1048  PID         -  PC1048
 PC1048  STATE/COUNTY-  OR/DOUGLAS
 PC1048  USGS QUAD   -  CAMAS VALLEY (1990)
 PC1048
 PC1048                         *CURRENT SURVEY CONTROL
 PC1048  ___________________________________________________________________
 PC1048* NAD 83(1991)-  43 06 49.52149(N)    123 40 10.62709(W)     ADJUSTED  
 PC1048* NAVD 88     -       912.5    (meters)    2994.     (feet)  VERTCON   
 PC1048  ___________________________________________________________________
 PC1048  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 PC1048  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 PC1048  HORZ ORDER  -  SECOND
 PC1048
 PC1048.The horizontal coordinates were established by classical geodetic methods
 PC1048.and adjusted by the National Geodetic Survey in October 1991.
 PC1048
 PC1048.The NAVD 88 height was computed by applying the VERTCON shift value to
 PC1048.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PC1048
 PC1048.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC1048
 PC1048.The geoid height was determined by GEOID03.
 PC1048
 PC1048;                    North         East     Units Scale Factor Converg.
 PC1048;SPC OR S     -   165,626.673 1,242,112.180   MT  0.99989506   -2 10 06.6
 PC1048;SPC OR S     -   543,394.60  4,075,171.19   iFT  0.99989506   -2 10 06.6
 PC1048;UTM  10      - 4,773,664.909   445,521.200   MT  0.99963651   -0 27 27.6
 PC1048
 PC1048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC1048!SPC OR S     -   0.99986068  x   0.99989506  =   0.99975576
 PC1048!UTM  10      -   0.99986068  x   0.99963651  =   0.99949725
 PC1048
 PC1048|---------------------------------------------------------------------|
 PC1048| PID    Reference Object                     Distance      Geod. Az  |
 PC1048|                                                           dddmmss.s |
 PC1048| CD9054 BENNET ROCK RM 1                      9.335 METERS 06509     |
 PC1048| PC1046 TENMILE RESET                       APPROX. 8.9 KM 0820705.4 |
 PC1048| CD9055 BENNET ROCK RM 2                     11.908 METERS 17625     |
 PC1048|---------------------------------------------------------------------|
 PC1048
 PC1048                          SUPERSEDED SURVEY CONTROL
 PC1048
 PC1048  NAD 83(1986)-  43 06 49.51641(N)    123 40 10.65327(W) AD(       ) 2
 PC1048  NAD 27      -  43 06 50.10300(N)    123 40 06.35900(W) AD(       ) 2
 PC1048  NGVD 29 (07/19/86)  911.4    (m)         2990.     (f) VERT ANG    3  
 PC1048
 PC1048.Superseded values are not recommended for survey control.
 PC1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC1048.See file dsdata.txt to determine how the superseded data were derived.
 PC1048
 PC1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN4552173665(NAD 83)
 PC1048_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PC1048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC1048_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PC1048
 PC1048  HISTORY     - Date     Condition        Report By
 PC1048  HISTORY     - 1953     MONUMENTED       CGS
 PC1048  HISTORY     - 1976     SEE DESCRIPTION  NGS
 PC1048
 PC1048                          STATION DESCRIPTION
 PC1048
 PC1048'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 PC1048'STATION IS LOCATED ABOUT 5.5 MILES WEST BY NORTH OF TENMILE POST
 PC1048'OFFICE, 6 MILES NORTH OF CAMAS VALLEY ON THE TOP OF A HIGH
 PC1048'TIMBERED HILL OVERLOOKING THE CAMAS VALLEY TO THE SOUTH.
 PC1048'
 PC1048'REACHED FROM THE POST OFFICE IN TENMILE BY GOING WEST ON STATE
 PC1048'ROUTE 42 ABOUT 100 YARDS.  THEN TURN RIGHT AND GO NORTHERLY 0.4
 PC1048'MILE TO T ROADS.  THEN LEFT, AND FOLLOW MAIN GRAVEL ROAD WEST
 PC1048'AND NORTHWEST FOR 4.3 MILES TO T INTERSECTION AND A SIGN COOS
 PC1048'BAY WAGON ROAD.  THEN TURN LEFT AND FOLLOW MAIN GRAVEL ROAD FOR
 PC1048'1.8 MILES TO A FORK.  THEN LEFT FORK ON GRAVEL ROAD UP MOUNTAIN
 PC1048'FOR 2.4 MILES TO CROSS ROADS IN A SADDLE ON TOP OF A RIDGE.
 PC1048'THEN TURN LEFT AND FOLLOW MAIN DIRT ROAD UP HILL FOR 0.8 MILE TO
 PC1048'A FORK.  THEN LEFT FORK UP HILL FOR 0.5 MILE TO TOP OF
 PC1048'MOUNTAIN AND STATION ABOUT 100 YARDS TO THE LEFT.
 PC1048'
 PC1048'STATION MARK IS STANDARD DISK STAMPED, BENNET ROCK 1953, CEMENTED
 PC1048'IN THE TOP OF A CONCRETE CYLINDER THAT PROJECTS ABOUT 8 INCHES.  IT
 PC1048'IS 11 FEET NORTH OF A WITNESS POST AND 5 FEET EAST OF A TRIANGLE
 PC1048'BLAZED TREE.
 PC1048'
 PC1048'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED, BENNET ROCK NO 1
 PC1048'1953, CEMENTED IN THE TOP OF A CONCRETE CYLINDER THAT PROJECTS
 PC1048'ABOUT 2 INCHES.
 PC1048'
 PC1048'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED, BENNET ROCK NO 2
 PC1048'1953, CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS ABOUT
 PC1048'2 INCHES.
 PC1048'
 PC1048'AN AZIMUTH MARK STAMPED, BENNET ROCK 1953, WAS SET IN A DRILL
 PC1048'HOLE IN A ROCK LEDGE ABOUT 0.1 MILE TO THE SOUTHWEST BUT IT WAS
 PC1048'NOT CUT IN.
 PC1048
 PC1048                          STATION RECOVERY (1976)
 PC1048
 PC1048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 PC1048'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE
 PC1048'MARK NO. 1 WAS FOUND UNEARTHED.  REFERENCE MARK NO. 2 WAS
 PC1048'SEARCHED FOR, BUT NOT RECOVERED.  THE STATION IS IN HEAVY
 PC1048'TIMBER.  SOME CLEARING WAS DONE IN THE IMMEDIATE AREA OF THE
 PC1048'STATION MARK IN AN EFFORT TO KEEP IT EXPOSED, BUT IT WOULD TAKE
 PC1048'LOTS OF CLEARING TO SEE OUT IN ANY DIRECTION.  GENEROUS PORTIONS
 PC1048'OF SIGNAL CLOTH WAS TIED ON THE BRUSH NEAR THE STATION MARK,
 PC1048'AND A METAL WITNESS POST WAS PLACED 2 FEET SOUTH OF THE
 PC1048'STATION MARK.  THE ORIGINAL TO REACH IS OBSOLETE.  A NEW TO
 PC1048'REACH FOLLOWS.
 PC1048'
 PC1048'TO REACH THE STATION FROM THE TENMILE POST OFFICE GO EAST ON
 PC1048'STATE HIGHWAY 42 FOR 0.1 MILE TO A SIDE ROAD LEFT, TURN LEFT, AND
 PC1048'GO NORTH ON COUNTY ROAD 5 FOR 4.6 MILES TO THE JUNCTION WITH
 PC1048'COUNTY ROAD 112, AT A T ROAD JUNCTION, TURN LEFT, AND GO
 PC1048'NORTHWEST ON COUNTY ROAD 112 FOR 1.5 MILES TO A FORK, TAKE
 PC1048'THE LEFT FORK, STRAIGHT AHEAD ON COUNTY ROAD 112 FOR 2.6 MILES
 PC1048'TO A SIDE ROAD LEFT, AT A SUMMIT IN THE ROAD, 0.15 MILE AFTER
 PC1048'PASSING MILEPOST NO. 4.  TURN LEFT, AND GO SOUTHERLY ON THE
 PC1048'DIRT ROAD FOR 0.6 MILE TO A FORK, TAKE THE LEFT FORK, SOUTHERLY
 PC1048'FOR 0.5 MILE TO A FORK, TAKE THE LEFT FORK, UPHILL, SOUTH FOR
 PC1048'0.1 MILE TO A WOODEN SIGN NAILED ON A TREE ON THE LEFT THAT
 PC1048'READS, TOP, AND THE END OF TRUCK TRAVEL.  HIKE SOUTHEAST,
 PC1048'WHERE A BULLDOZER ONCE WENT, FOR 400 FEET TO THE STATION
 PC1048'MARK.
 PC1048'
 PC1048'THE STATION IS ON GOVERNMENT OWNED LAND.
 PC1048'
 PC1048'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PC1048'6 MILES NORTHWEST OF TENMILE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0937 ***********************************************************************
 PC0937  DESIGNATION -  BENNETT
 PC0937  PID         -  PC0937
 PC0937  STATE/COUNTY-  OR/LANE
 PC0937  USGS QUAD   -  COTTAGE GROVE (1984)
 PC0937
 PC0937                         *CURRENT SURVEY CONTROL
 PC0937  ___________________________________________________________________
 PC0937* NAD 83(1991)-  43 48 39.78425(N)    123 03 32.84255(W)     ADJUSTED  
 PC0937* NAVD 88     -       264.7    (meters)     868.     (feet)  VERTCON   
 PC0937  ___________________________________________________________________
 PC0937  LAPLACE CORR-          -2.88  (seconds)                    DEFLEC99
 PC0937  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 PC0937  HORZ ORDER  -  SECOND
 PC0937
 PC0937.The horizontal coordinates were established by classical geodetic methods
 PC0937.and adjusted by the National Geodetic Survey in October 1991.
 PC0937
 PC0937.The NAVD 88 height was computed by applying the VERTCON shift value to
 PC0937.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PC0937
 PC0937.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC0937
 PC0937.The geoid height was determined by GEOID03.
 PC0937
 PC0937;                    North         East     Units Scale Factor Converg.
 PC0937;SPC OR S     -   241,355.609 1,294,133.018   MT  0.99995747   -1 45 02.9
 PC0937;SPC OR S     -   791,849.11  4,245,843.23   iFT  0.99995747   -1 45 02.9
 PC0937;UTM  10      - 4,850,888.758   495,244.854   MT  0.99960028   -0 02 27.3
 PC0937
 PC0937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC0937!SPC OR S     -   0.99996212  x   0.99995747  =   0.99991959
 PC0937!UTM  10      -   0.99996212  x   0.99960028  =   0.99956242
 PC0937
 PC0937                          SUPERSEDED SURVEY CONTROL
 PC0937
 PC0937  NAD 83(1986)-  43 48 39.79619(N)    123 03 32.86716(W) AD(       ) 2
 PC0937  NAD 27      -  43 48 40.35443(N)    123 03 28.57374(W) AD(       ) 2
 PC0937  NGVD 29 (07/19/86)  263.6    (m)          865.     (f) VERT ANG    3  
 PC0937
 PC0937.Superseded values are not recommended for survey control.
 PC0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0937.See file dsdata.txt to determine how the superseded data were derived.
 PC0937
 PC0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP9524550889(NAD 83)
 PC0937_MARKER: DD = SURVEY DISK
 PC0937_SETTING: 0 = UNSPECIFIED SETTING
 PC0937_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PC0937
 PC0937  HISTORY     - Date     Condition        Report By
 PC0937  HISTORY     - 1970     MONUMENTED       OR-039
 PC0937
 PC0937                          STATION DESCRIPTION
 PC0937
 PC0937'DESCRIBED BY LANE COUNTY OREGON 1970 (FLI)
 PC0937'THE STATION IS LOCATED IN THE NORTH PART OF COTTAGE GROVE, ON THE
 PC0937'SOUTH SLOPE OF A HILL, AT THE NORTH EDGE OF A PASTURE AND THE SOUTH
 PC0937'EDGE OF A STAND OF PLANTED FIR TREES.
 PC0937'
 PC0937'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 99 (9TH
 PC0937'STREET) AND MAIN STREET IN COTTAGE GROVE, GO NORTH ON U.S. HIGHWAY
 PC0937'99 FOR 1.0 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO WEST FOR
 PC0937'0.25 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTH FOR ABOUT
 PC0937'50 FEET TO A Y-FORK.  TAKE THE LEFT FORK AND GO NORTHWEST ON A TRACK
 PC0937'ROAD FOR 0.2 MILE TO A Y-FORK.  TAKE THE LEFT FORK, NORTHWEST,
 PC0937'FOR 0.05 MILE TO A Y-FORK.  TAKE THE LEFT FORK AND GO WEST ON A
 PC0937'TRACK ROAD FOR 0.05 MILE TO THE STATION ON THE LEFT.
 PC0937'
 PC0937'THE STATION MARK, STAMPED BENNETT 1969, IS A LANE COUNTY DISK SET IN
 PC0937'THE TOP OF A CONCRETE-FILLED, CAST-IRON PIPE THAT PROJECTS 4
 PC0937'INCHES.  IT IS 8 FEET SOUTH OF THE CENTER OF THE ROAD, 2.9 FEET
 PC0937'NORTH OF A WITNESS POST AND 2 FEET NORTH OF A FENCE.
 PC0937'
 PC0937'REFERENCE MARK NO. 1, STAMPED BENNETT RM 1, IS A LANE COUNTY DISK SET
 PC0937'IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS 6 INCHES IN
 PC0937'DIAMETER AND PROJECTS 1 FOOT.  IT IS 23.9 FEET WEST OF THE WITNESS
 PC0937'POST, 8 FEET SOUTH OF THE CENTER OF THE ROAD AND 2 FEET NORTH OF A
 PC0937'FENCE.
 PC0937'
 PC0937'REFERENCE MARK NO. 2, STAMPED BENNETT RM 2, IS A LANE COUNTY DISK SET
 PC0937'IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS 6 INCHES IN
 PC0937'DIAMETER AND PROJECTS 1 FOOT.  IT IS 34 FEET SOUTH OF THE CENTER OF
 PC0937'THE ROAD, 27 FEET SOUTH OF THE FENCE AND 26.0 FEET SOUTH OF THE
 PC0937'WITNESS POST.
 PC0937'
 PC0937'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0912 ***********************************************************************
 OA0912  DESIGNATION -  BENNETT LOOKOUT TOWER
 OA0912  PID         -  OA0912
 OA0912  STATE/COUNTY-  OR/COOS
 OA0912  USGS QUAD   -  CALF RANCH MOUNTIAN (1996)
 OA0912
 OA0912                         *CURRENT SURVEY CONTROL
 OA0912  ___________________________________________________________________
 OA0912* NAD 83(1991)-  42 57 31.42270(N)    124 16 21.39754(W)     ADJUSTED  
 OA0912* NAVD 88     -              **(meters)            **(feet)            
 OA0912  ___________________________________________________________________
 OA0912  LAPLACE CORR-          10.58  (seconds)                    DEFLEC99
 OA0912  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 OA0912  HORZ ORDER  -  THIRD
 OA0912
 OA0912.The horizontal coordinates were established by classical geodetic methods
 OA0912.and adjusted by the National Geodetic Survey in October 1991.
 OA0912
 OA0912
 OA0912.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA0912
 OA0912.The geoid height was determined by GEOID03.
 OA0912
 OA0912;                    North         East     Units Scale Factor Converg.
 OA0912;SPC OR S     -   150,456.713 1,192,306.361   MT  0.99990128   -2 34 51.7
 OA0912;SPC OR S     -   493,624.39  3,911,766.28   iFT  0.99990128   -2 34 51.7
 OA0912;UTM  10      - 4,757,017.316   396,201.600   MT  0.99973254   -0 52 02.4
 OA0912
 OA0912                          SUPERSEDED SURVEY CONTROL
 OA0912
 OA0912  NAD 83(1986)-  42 57 31.40544(N)    124 16 21.43825(W) AD(       ) 4
 OA0912  NAD 27      -  42 57 32.01500(N)    124 16 17.04400(W) AD(       ) 3
 OA0912
 OA0912.Superseded values are not recommended for survey control.
 OA0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0912.See file dsdata.txt to determine how the superseded data were derived.
 OA0912
 OA0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN9620257017(NAD 83)
 OA0912
 OA0912  HISTORY     - Date     Condition        Report By
 OA0912  HISTORY     - 1942     MONUMENTED       CGS
 OA0912  HISTORY     - 20021028 MARK NOT FOUND   USPSQD
 OA0912
 OA0912                          STATION DESCRIPTION
 OA0912
 OA0912'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (EHB)
 OA0912'THIS INTERSECTION STATION IS THE APEX OF THE COOS COUNTY BENNETT
 OA0912'LOOKOUT TOWER WHICH IS ON A PROMINENT MOUNTAIN KNOWN AS BENNETT
 OA0912'BUTTE, WHICH IS 12 MILES SW OF MYRTLE POINT.
 OA0912'
 OA0912'THE LOOKOUT IS A WHITE WOODEN STRUCTURE 14 BY 14 FEET SQUARE
 OA0912'AND 35 FEET HIGH.  IT IS SUPPORTED BY FOUR LEGS.  THE APEX OF
 OA0912'THE BUILDING WAS USED.
 OA0912
 OA0912                          STATION RECOVERY (2002)
 OA0912
 OA0912'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 OA0912'DESTROYED.LOOKOUT TOWER REMOVED AND SUMMIT NOW HAS COMMUNICATIONS
 OA0912'FACILITY AND TWO BUILDINGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0914 ***********************************************************************
 OA0914  DESIGNATION -  BENNETT RESET
 OA0914  PID         -  OA0914
 OA0914  STATE/COUNTY-  OR/COOS
 OA0914  USGS QUAD   -  CALF RANCH MOUNTIAN (1996)
 OA0914
 OA0914                         *CURRENT SURVEY CONTROL
 OA0914  ___________________________________________________________________
 OA0914* NAD 83(1991)-  42 57 31.35754(N)    124 16 26.91953(W)     ADJUSTED  
 OA0914* NAVD 88     -       669.3    (meters)    2196.     (feet)  VERTCON   
 OA0914  ___________________________________________________________________
 OA0914  LAPLACE CORR-          10.85  (seconds)                    DEFLEC99
 OA0914  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 OA0914  HORZ ORDER  -  SECOND
 OA0914
 OA0914.The horizontal coordinates were established by classical geodetic methods
 OA0914.and adjusted by the National Geodetic Survey in October 1991.
 OA0914
 OA0914.The NAVD 88 height was computed by applying the VERTCON shift value to
 OA0914.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OA0914
 OA0914.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA0914
 OA0914.The geoid height was determined by GEOID03.
 OA0914
 OA0914;                    North         East     Units Scale Factor Converg.
 OA0914;SPC OR S     -   150,460.341 1,192,181.252   MT  0.99990128   -2 34 55.5
 OA0914;SPC OR S     -   493,636.29  3,911,355.81   iFT  0.99990128   -2 34 55.5
 OA0914;UTM  10      - 4,757,017.201   396,076.459   MT  0.99973286   -0 52 06.1
 OA0914
 OA0914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA0914!SPC OR S     -   0.99989910  x   0.99990128  =   0.99980039
 OA0914!UTM  10      -   0.99989910  x   0.99973286  =   0.99963199
 OA0914
 OA0914:                Primary Azimuth Mark                     Grid Az
 OA0914:SPC OR S     -  BLUE RIDGE                               025 39 59.9
 OA0914:UTM  10      -  BLUE RIDGE                               023 57 10.5
 OA0914
 OA0914|---------------------------------------------------------------------|
 OA0914| PID    Reference Object                     Distance      Geod. Az  |
 OA0914|                                                           dddmmss.s |
 OA0914| OA1239 BLUE RIDGE                          APPROX.39.8 KM 0230504.4 |
 OA0914| OA1426 SUGAR RESET                         APPROX.19.8 KM 0534719.9 |
 OA0914| OA0913 BENN                                128.872 METERS 08838     |
 OA0914| OA0912 BENNETT LOOKOUT TOWER               125.174 METERS 08905     |
 OA0914| NZ1316 BEAR CAMP                           APPROX.51.5 KM 1410550.0 |
 OA0914| OA0885 SUGAR LOAF LOOKOUT TOWER            APPROX.13.8 KM 1663149.0 |
 OA0914| CD9056 BENNETT RM 1                          4.440 METERS 17823     |
 OA0914| CD9057 BENNETT RM 2                          4.526 METERS 28741     |
 OA0914|---------------------------------------------------------------------|
 OA0914
 OA0914                          SUPERSEDED SURVEY CONTROL
 OA0914
 OA0914  NAD 83(1986)-  42 57 31.34029(N)    124 16 26.95867(W) AD(       ) 2
 OA0914  NAD 27      -  42 57 31.94900(N)    124 16 22.57600(W) AD(       ) 2
 OA0914  NGVD 29 (07/19/86)  668.1    (m)         2192.     (f) VERT ANG    3  
 OA0914
 OA0914.Superseded values are not recommended for survey control.
 OA0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0914.See file dsdata.txt to determine how the superseded data were derived.
 OA0914
 OA0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN9607657017(NAD 83)
 OA0914_MARKER: DH = HORIZONTAL CONTROL DISK
 OA0914_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OA0914_STAMPING: BENNETT 1906 1984
 OA0914_MARK LOGO: NGS   
 OA0914_MAGNETIC: N = NO MAGNETIC MATERIAL
 OA0914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0914+STABILITY: SURFACE MOTION
 OA0914
 OA0914  HISTORY     - Date     Condition        Report By
 OA0914  HISTORY     - 1984     MONUMENTED       NGS
 OA0914  HISTORY     - 20021028 MARK NOT FOUND   USPSQD
 OA0914
 OA0914                          STATION DESCRIPTION
 OA0914
 OA0914'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OA0914'THE SURFACE MARK WAS FOUND OUT OF THE GROUND NEXT TO REFERENCE MARK 2.
 OA0914'RM 2 HAD BEEN STRUCK BY HEAVY MACHINERY AND WAS BATTERED. REFERENCE
 OA0914'MARK 1 WAS SEARCHED FOR BUT WAS NOT FOUND.  THE UNDERGROUND MARK WAS
 OA0914'SEARCHED FOR AND WAS RECOVERED.  THE OLD SURFACE MARK WAS
 OA0914'RESTAMPED--AND SET OVER THE UNDERGROUND MARK.  REFERENCE MARK 3 WAS
 OA0914'ESTABLISHED AT THIS TIME.  NO AZIMUTH MARK WAS ESTABLISHED FOR THIS
 OA0914'STATION.  THE STATION IS LOCATED ABOUT 10 MILES (16.1 KM) SW OF MYRLE
 OA0914'POINT, 9 MILES (14.5 KM) ENE OF LANGLOIS AND 13 MILES (20.9 KM) SSW OF
 OA0914'COQUILLE AND ON THE WEST SUMMIT OF BENNETT BUTTE.  TO REACH THE
 OA0914'STATION FROM MYRTLE POINT AT THE INTERSECTION EIGHTH AND SPRUCE
 OA0914'STREET, GO SOUTH ON EIGHTH STREET FOR 0.6 KM (0.35 MI) TURN LEFT JUST
 OA0914'AFTER CROSSING A BRIDGE AND GO 2.7 KM (1.65 MI) TO CATCHING CREEK RD
 OA0914'TURN RIGHT AND GO 9.3 KM (5.75 MI) TO END OF PAVEMENT  CONTINUE SOUTH
 OA0914'FOR 6.2 KM (3.85 MI) TO END OF COUNTY RD AT A GATE, PASS THRU GATE AND
 OA0914'CONTINUE UP HILL FOR 2.2 KM (1.35 MI) TO A GATE, PASS THRU GATE AND GO
 OA0914'UP HILL 1.1 KM (0.70 MI) TO A ROAD FORK, TURN RIGHT AND GO 1.9 KM
 OA0914'(1.20 MI) TO A GATE AT ROAD FORK  PASS THRU GATE, TURN LEFT AND GO
 OA0914'DOWN HILL 0.2 KM (0.10 MI) TO ANOTHER GATE  PASS THRU GATE AND GO 1.1
 OA0914'KM (0.70 MI) TO A ROAD FORK, TURN RIGHT AND GO 1.0 KM (0.60 MI) TO A
 OA0914'ROAD FORK, TURN LEFT UP STEEP HILL AND GO 0.1 KM (0.05 MI) TO A SMALL
 OA0914'SADDLE AND ETT.  PACK WEST UP HILL ABOUT 75 METERS (246.1 FT) TO
 OA0914'STATION ON HIGHEST PART OF HILL.
 OA0914' 
 OA0914'THE STATION IS A STANDARD CGS DISK STAMPED--BENNETT 1906 1984---, SET
 OA0914'INTO THE TOP OF A METAL PIPE 5 CM IN DIAMETER, PROJECTING 30 CM ABOVE
 OA0914'THE GROUND.  THE STATION IS LOCATED 6.3 METERS (20.7 FT)
 OA0914'SOUTH-SOUTHWEST FROM THE HIGHEST PART OF HILL (A DOZED UP AREA), 0.6
 OA0914'METERS (2.0 FT) WEST FROM A WITNESS POST.
 OA0914' 
 OA0914'REFERENCE MARK NO 2 IS A STANDARD CGS DISK--, SET INTO THE TOP OF A
 OA0914'METAL PIPE 5 CM IN DIAMETER, PROJECTING 5 CM ABOVE THE GROUND.  THE
 OA0914'STATION IS LOCATED 9.0 METERS (29.5 FT) WEST SOUTHWEST FROM THE
 OA0914'HIGHEST PART OF HILL, 5.0 METERS (16.4 FT) WEST FROM A WITNESS POST
 OA0914'1.0 METER, (3.3 FT) EAST FROM A STAMP AND 0.5 METER (1.6 FT) LOWER
 OA0914'THAN THE STATION.
 OA0914' 
 OA0914'REFERENCE MARK NO 3  IS A STANDARD NGS DISK STAMPED--BENNETT 1906 NO 3
 OA0914'1984---, SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE, 30 CM IN
 OA0914'DIAMETER, RECESSED 10 CM BELOW THE GROUND.  THE STATION IS LOCATED 9.5
 OA0914'METERS (31.2 FT) SOUTH-SOUTHWEST FROM THE HIGHEST PART OF HILL, 3.9
 OA0914'METERS (12.8 FT) SOUTH FROM A WITNESS POST AND 0.5 METERS (1.6 FT)
 OA0914'LOWER THAN THE STATION.
 OA0914
 OA0914                          STATION RECOVERY (2002)
 OA0914
 OA0914'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 OA0914'STATION MARK AND RM 1 AND RM 2 NOT FOUND, PRESUMED DESTROYED AS SUMMIT
 OA0914'NOW HAS COMMUNICATIONS FACILITY AND BUILDINGS.
 OA0914' SEARCH FOUND NO SIGN OF STATION MARK OR RM 1 AND RM 2
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0724 ***********************************************************************
 QB0724  DESIGNATION -  BENSON
 QB0724  PID         -  QB0724
 QB0724  STATE/COUNTY-  OR/BAKER
 QB0724  USGS QUAD   -  OLDS FERRY (1974)
 QB0724
 QB0724                         *CURRENT SURVEY CONTROL
 QB0724  ___________________________________________________________________
 QB0724* NAD 83(1991)-  44 18 05.57281(N)    117 13 37.11385(W)     ADJUSTED  
 QB0724* NAVD 88     -       633.637  (meters)    2078.86   (feet)  ADJUSTED  
 QB0724  ___________________________________________________________________
 QB0724  LAPLACE CORR-           3.23  (seconds)                    DEFLEC99
 QB0724  GEOID HEIGHT-         -17.23  (meters)                     GEOID03
 QB0724  DYNAMIC HT  -         633.470 (meters)    2078.31  (feet)  COMP
 QB0724  MODELED GRAV-     980,335.0   (mgal)                       NAVD 88
 QB0724
 QB0724  HORZ ORDER  -  SECOND
 QB0724  VERT ORDER  -  SECOND    CLASS 0
 QB0724
 QB0724.The horizontal coordinates were established by classical geodetic methods
 QB0724.and adjusted by the National Geodetic Survey in October 1991.
 QB0724
 QB0724.The orthometric height was determined by differential leveling
 QB0724.and adjusted in June 1991.
 QB0724
 QB0724.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB0724
 QB0724.The geoid height was determined by GEOID03.
 QB0724
 QB0724.The dynamic height is computed by dividing the NAVD 88
 QB0724.geopotential number by the normal gravity value computed on the
 QB0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0724.degrees latitude (g = 980.6199 gals.).
 QB0724
 QB0724.The modeled gravity was interpolated from observed gravity values.
 QB0724
 QB0724;                    North         East     Units Scale Factor Converg.
 QB0724;SPC OR N     -    75,840.623 2,761,114.242   MT  1.00000815   +2 19 16.3
 QB0724;SPC OR N     -   248,820.94  9,058,773.76   iFT  1.00000815   +2 19 16.3
 QB0724;SPC OR S     -   297,815.281 1,761,140.742   MT  1.00009066   +2 14 21.2
 QB0724;SPC OR S     -   977,084.26  5,778,020.81   iFT  1.00009066   +2 14 21.2
 QB0724;SPC ID W     -   293,756.943   682,146.523   MT  1.00010409   -1 01 54.1
 QB0724;SPC ID W     -   963,767.57  2,238,009.05   sFT  1.00010409   -1 01 54.1
 QB0724;UTM  11      - 4,905,391.048   481,894.814   MT  0.99960403   -0 09 30.7
 QB0724
 QB0724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QB0724!SPC OR N     -   0.99990336  x   1.00000815  =   0.99991151
 QB0724!SPC OR S     -   0.99990336  x   1.00009066  =   0.99999401
 QB0724!SPC ID W     -   0.99990336  x   1.00010409  =   1.00000744
 QB0724!UTM  11      -   0.99990336  x   0.99960403  =   0.99950743
 QB0724
 QB0724|---------------------------------------------------------------------|
 QB0724| PID    Reference Object                     Distance      Geod. Az  |
 QB0724|                                                           dddmmss.s |
 QB0724| QB0725 BENSON RM 1                          28.780 METERS 12318     |
 QB0724| QB1224 OLDS FERRY UNION PACIFIC RR TK      APPROX. 1.9 KM 1384012.6 |
 QB0724| CD7318 ARCADIA PP                                         18127     |
 QB0724| QB0726 BENSON RM 2                          15.820 METERS 18143     |
 QB0724| QB0727 BENSON AZ MK                                       3483117.8 |
 QB0724|---------------------------------------------------------------------|
 QB0724
 QB0724                          SUPERSEDED SURVEY CONTROL
 QB0724
 QB0724  NAD 83(1986)-  44 18 05.57285(N)    117 13 37.11534(W) AD(       ) 2
 QB0724  NAD 27      -  44 18 05.99200(N)    117 13 33.48100(W) AD(       ) 2
 QB0724  NGVD 29 (??/??/92)  632.64   (m)         2075.6    (f) COMPUTED    2 0
 QB0724
 QB0724.Superseded values are not recommended for survey control.
 QB0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0724.See file dsdata.txt to determine how the superseded data were derived.
 QB0724
 QB0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK8189505391(NAD 83)
 QB0724_MARKER: DS = TRIANGULATION STATION DISK
 QB0724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0724_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0724_STAMPING: BENSON 1945
 QB0724_MARK LOGO: CGS   
 QB0724_MAGNETIC: N = NO MAGNETIC MATERIAL
 QB0724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0724+STABILITY: SURFACE MOTION
 QB0724
 QB0724  HISTORY     - Date     Condition        Report By
 QB0724  HISTORY     - 1945     MONUMENTED       CGS
 QB0724  HISTORY     - 1946     GOOD             NGS
 QB0724  HISTORY     - 1973     SEE DESCRIPTION  NGS
 QB0724  HISTORY     - 19821115 SEE DESCRIPTION  NGS
 QB0724  HISTORY     - 1984     POOR             LOCENG
 QB0724
 QB0724                          STATION DESCRIPTION
 QB0724
 QB0724'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (ANS)
 QB0724'THE STATION IS LOCATED ABOUT 3 MILES AIRLINE SSE OF HUNTINGTON
 QB0724'AND 4 MILES BY U.S. HIGHWAY 30, ABOUT 280 FEET NNE OF THE HIGHWAY
 QB0724'BRIDGE OVER BENSON CREEK, AND JUST N OF THE BAKER-MALHEUR
 QB0724'COUNTYLINE.  IT IS ABOUT 280 FEET NNE OF HIGHWAY MILEPOST 387,
 QB0724'57 FEET E OF THE CENTER LINE OF THE HIGHWAY, 45 FEET W OF A
 QB0724'TELEPHONE POLE, AND 7 FEET S OF A WHITE WITNESS POST.
 QB0724'
 QB0724'STATION MARK IS A BRONZE STATION DISK STAMPED BENSON 1945 AND
 QB0724'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST EXTENDING 6 INCHES
 QB0724'ABOVE GROUND LEVEL.  UNDERGROUND MARK IS A BRONZE STATION DISK.
 QB0724'
 QB0724'REFERENCE MARK 1 IS LOCATED 30 FEET W OF A FENCE CORNER AND 2
 QB0724'FEET N OF A FENCE LINE.  IT IS A BRONZE REFERENCE DISK STAMPED
 QB0724'BENSON NO 1 1945 AND SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 QB0724'POST EXTENDING 6 INCHES ABOVE GROUND LEVEL.
 QB0724'
 QB0724'REFERENCE MARK 2 IS LOCATED 48 FEET E OF THE CENTER LINE OF THE
 QB0724'HIGHWAY, 6 FEET E OF A FENCE CORNER, AND 18 INCHES N OF A FENCE
 QB0724'LINE.  IT IS A BRONZE REFERENCE DISK STAMPED BENSON NO 2 1945 AND
 QB0724'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST EXTENDING 5
 QB0724'INCHES ABOVE GROUND LEVEL.
 QB0724'
 QB0724'THE AZIMUTH MARK IS LOCATED ABOUT 3.6 MILES SSE OF HUNTINGTON
 QB0724'ALONG U.S. HIGHWAY 30, 36 FEET W OF THE CENTER LINE OF THE HIGHWAY,
 QB0724'14 FEET S OF A DIRT ROAD LEADING W FROM THE HIGHWAY, 4 FEET S OF
 QB0724'A FENCE CORNER, 3 FEET N OF A WHITE WITNESS POST, AND 1 FOOT E OF
 QB0724'A FENCE LINE.  IT IS A BRONZE AZIMUTH DISK STAMPED BENSON 1945
 QB0724'AND SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST EXTENDING 4
 QB0724'INCHES ABOVE GROUND LEVEL.
 QB0724
 QB0724                          STATION RECOVERY (1946)
 QB0724
 QB0724'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 QB0724'3.8 MI SE FROM HUNTINGTON.
 QB0724'ALONG U.S. HIGHWAY NO.30, 3.8 MILES SOUTHEAST OF THE HUNTINGTON HIGH
 QB0724'SCHOOL AT HUNTINGTON, 278.0 FEET NORTH OF NORTH END OF A CONCRETE
 QB0724'BRIDGE OVER BENSON CREEK,(HIGHWAY MILE POST 387 IS AT NORTH END OF
 QB0724'THIS BRIDGE), 55.0 FEET EAST OF CENTER OF THE HIGHWAY, 42.0 FEET WEST
 QB0724'OF A TELEPHONE POLE, 53.5 FEET NORTHEAST OF A FENCE CORNER POST, 7.5
 QB0724'FEET SOUTH OF REFERENCE POST, 94.3 FEET NORTHWEST OF REFERENCE MARK
 QB0724'BENSON NO 1, 51.8 FEET NORTH OF REFERENCE MARK BENSON NO 2, BRONZE
 QB0724'TRIANGULATION STATION DISK SET IN CONCRETE POST ABOUT 4 FEET BELOW THE
 QB0724'HIGHWAY AND PROJECTING 0.5 FOOT ABOVE THE GROUND.
 QB0724
 QB0724                          STATION RECOVERY (1973)
 QB0724
 QB0724'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 QB0724'THE STATION MARK, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK WAS
 QB0724'RECOVERED.  WHEN THE WATER IS HIGH THE STATION MARK, AND THE
 QB0724'REFERENCE MARKS ARE UNDER WATER, AND SOME OF THE SOIL HAS WASHED
 QB0724'AWAY FROM THESE MARKS.  A DIFFERENCE WAS FOUND IN THE HORIZONTAL
 QB0724'ANGLE BETWEEN THE REFERENCE MARKS.  LANDMARKS HAVE CHANGED.  A
 QB0724'NEW AND COMPLETE DESCRIPTION FOLLOWS.
 QB0724'
 QB0724'TO REACH THE STATION FROM THE HUNTINGTON POST OFFICE GO SOUTH ON
 QB0724'U.S. HIGHWAY 30 FOR 3.8 MILES TO A SIDE ROAD, AND THE AZIMUTH MARK
 QB0724'ON THE RIGHT, WHERE THE POWER LINE CROSSES THE HIGHWAY.  CONTINUE
 QB0724'SOUTH ON THE HIGHWAY FOR 0.3 MILE TO THE ENTRANCE TO FAIRWELL
 QB0724'BEND STATE PARK, CONTINUE SOUTH ON THE HIGHWAY FOR 0.15 MILE TO
 QB0724'THE STATION ON THE LEFT.
 QB0724'
 QB0724'THE STATION MARK, STAMPED BENSON 1945, IS A STANDARD DISK SET IN
 QB0724'A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 12-INCHES, 300
 QB0724'FEET NORTH OF BENSON CREEK, 250 FEET NORTH OF THE COUNTY LINE, 57
 QB0724'FEET EAST OF THE CENTER OF U.S. HIGHWAY 30, AND 2 FEET SOUTH OF
 QB0724'A METAL WITNESS POST.  (NOTE 1A AND 7A)
 QB0724'
 QB0724'REFERENCE MARK NO. 1, STAMPED BENSON NO 1 1945, IS A STANDARD DISK
 QB0724'SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 8 INCHES,
 QB0724'130 FEET EAST OF THE CENTER OF THE HIGHWAY, AND LEVEL WITH THE
 QB0724'STATION.  (NOTE 11A)
 QB0724'
 QB0724'REFERENCE MARK NO. 2, STAMPED BENSON NO 2 1945, IS A STANDARD DISK
 QB0724'SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 8-INCHES,
 QB0724'50 FEET EAST OF THE CENTER OF THE HIGHWAY, AND 1 FOOT LOWER THAN
 QB0724'THE STATION.  (NOTE 11A)
 QB0724'
 QB0724'DISTANCE BETWEEN R.M. NO. 1, AND R.M. NO. 2 IS 80.53 FEET.
 QB0724'
 QB0724'THE AZIMUTH MARK, STAMPED BENSON 1945, IS A STANDARD DISK SET IN
 QB0724'A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 1 INCH, 40 FEET
 QB0724'WEST OF THE CENTER OF U.S. HIGHWAY 30, 15 FEET SOUTH OF THE CENTER
 QB0724'OF THE SIDE ROAD WEST, 5 FEET SOUTH OF A T FENCE CORNER, 1.5 FEET
 QB0724'SOUTHWEST OF A POWER POLE WITH A WITNESS SIGN NAILED ON IT, AND
 QB0724'0.5 FOOT EAST OF A NORTH-SOUTH FENCE LINE.  (NOTE 16A)
 QB0724'
 QB0724'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QB0724'4 MILES SOUTH OF HUNTINGTON.
 QB0724
 QB0724                          STATION RECOVERY (1982)
 QB0724
 QB0724'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 QB0724'THE SURFACE MARK WAS FOUND LEANING AT ABOUT A 30 DEGREE ANGLE.
 QB0724'REFERENCE MARK 2 WAS FOUND WITH THE DISK BROKEN OUT.  THE UNDERGROUND
 QB0724'MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE RECOVERED IN GOOD
 QB0724'CONDITION, BECAUSE THE STATION SITE IS NOW COVERED BY WATER MOST OF
 QB0724'THE TIME A 2 STATION WAS SET NEARBY.  THE DISTANCE TO RM 1 WAS 94.50
 QB0724'FT (28.80 M) OR 28.805 METERS.  (94.504 FT) THIS DIFFERS FROM THE 1973
 QB0724'MEASUREMENT BY 0.025 METER.  (0.082 FT) THE ANGLE COMPARED FAVORABLY.
 QB0724'THE MARK WAS FOUND LEANING AND LOOSE IN THE GROUND. SURFACE DISK WAS
 QB0724'REMOVED AT THIS TIME.
 QB0724
 QB0724                          STATION RECOVERY (1984)
 QB0724
 QB0724'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984 (JJP)
 QB0724'BENSON 1945 FOUND POOR.
 QB0724'
 QB0724'THE STATION AND REFERENCE MARKS ARE A FEW FEET BELOW THE HIGH WATER
 QB0724'LEVEL OF BROWNLEE RESERVOIR.  SOIL HAS WASHED AWAY FROM THE STATION
 QB0724'MARK MONUMENT.  IT HAS FALLEN OVER AND LIES HORIZONTALLY ABOUT 1/3
 QB0724'EXPOSED.  THE SIGN POST HAS ALSO FALLEN OVER AND IS ABOUT 1/2
 QB0724'EXPOSED.  ABOUT 6 INCHES OF SOIL HAS WASHED AWAY FROM THE
 QB0724'MONUMENT FOR R.M. 1 (STAMPED BENSON NO 1 1945) BUT THE MARK IS
 QB0724'FIRM AND IN GOOD CONDITION.  THE MONUMENT FOR R.M. 2 IS STILL
 QB0724'UPRIGHT BUT THE TOP HAS BROKEN OFF AND THE DISK WAS NOT RECOVERED.
 QB0724'THE AZIMUTH MARK (STAMPED BENSON 1945) WAS RECOVERED IN GOOD
 QB0724'CONDITION AS DESCRIBED.  THE 1973 TO REACH INSTRUCTIONS ARE
 QB0724'ADEQUATE.  IT IS SUGGESTED THAT THE STATION AND REFERENCE MARKS
 QB0724'BE RELOCATED ABOUT 200 FT. NORTH ON HIGHER GROUND WITHIN FAREWELL
 QB0724'BEND STATE PARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3386 ***********************************************************************
 RD3386  DESIGNATION -  BENSON
 RD3386  PID         -  RD3386
 RD3386  STATE/COUNTY-  OR/MULTNOMAH
 RD3386  USGS QUAD   -  VANCOUVER (1990)
 RD3386
 RD3386                         *CURRENT SURVEY CONTROL
 RD3386  ___________________________________________________________________
 RD3386* NAD 83(1991)-  45 37 31.90619(N)    122 42 07.71582(W)     ADJUSTED  
 RD3386* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 RD3386  ___________________________________________________________________
 RD3386  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 RD3386  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 RD3386  HORZ ORDER  -  THIRD
 RD3386
 RD3386.The horizontal coordinates were established by classical geodetic methods
 RD3386.and adjusted by the National Geodetic Survey in October 1991.
 RD3386
 RD3386.The orthometric height was scaled from a topographic map.
 RD3386
 RD3386.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3386
 RD3386.The geoid height was determined by GEOID03.
 RD3386
 RD3386;                    North         East     Units Scale Factor Converg.
 RD3386;SPC OR N     -   220,015.050 2,328,301.534   MT  0.99992634   -1 33 42.2
 RD3386;SPC OR N     -   721,834.15  7,638,784.56   iFT  0.99992634   -1 33 42.2
 RD3386;SPC WA S     -    34,875.516   328,280.732   MT  1.00005357   -1 35 58.7
 RD3386;SPC WA S     -   114,420.76  1,077,034.37   sFT  1.00005357   -1 35 58.7
 RD3386;UTM  10      - 5,052,485.760   523,218.824   MT  0.99960663   +0 12 46.5
 RD3386
 RD3386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3386!SPC OR N     -   1.00000216  x   0.99992634  =   0.99992850
 RD3386!SPC WA S     -   1.00000216  x   1.00005357  =   1.00005573
 RD3386!UTM  10      -   1.00000216  x   0.99960663  =   0.99960879
 RD3386
 RD3386|---------------------------------------------------------------------|
 RD3386| PID    Reference Object                     Distance      Geod. Az  |
 RD3386|                                                           dddmmss.s |
 RD3386| CE2311 BENSON RM 1                          11.307 METERS 03845     |
 RD3386| RD3394 SMALLER OF TWO STKS NR PACIFIC      APPROX. 1.0 KM 0631224.2 |
 RD3386| RD3343 VANCOUVER CLARK CO CTHSE CUP        APPROX. 2.0 KM 0755631.1 |
 RD3386| RD3339 VANCOUVER ST JAMES CH 1889          APPROX. 2.3 KM 0761422.3 |
 RD3386| RD3160 VANCOUVER COL R PAPER MILLS TK      APPROX. 1.7 KM 0924058.4 |
 RD3386| RD3189 VANCOUVER UPSTREAM 1 OF 5 STKS      APPROX. 1.8 KM 0940150.0 |
 RD3386| CE2313 BENSON RM 3                           7.754 METERS 12544     |
 RD3386| RD3295 NORTH PORTLAND RAD KGW W MAST       APPROX. 2.8 KM 1602251.5 |
 RD3386| CE2312 BENSON RM 2                           7.248 METERS 28426     |
 RD3386| CE2314 BENSON RM 4                          15.578 METERS 30547     |
 RD3386| RD3376 PEP                                 APPROX. 0.8 KM 3085037.7 |
 RD3386| RD3419 VANCOUVER ALCOA WATER TANK          APPROX. 3.5 KM 3181101.9 |
 RD3386| RD3384 HLM V 4                             183.752 METERS 32503     |
 RD3386|---------------------------------------------------------------------|
 RD3386
 RD3386                          SUPERSEDED SURVEY CONTROL
 RD3386
 RD3386  NAD 83(1986)-  45 37 31.92477(N)    122 42 07.71807(W) AD(       ) 3
 RD3386  NAD 27      -  45 37 32.50300(N)    122 42 03.36400(W) AD(       ) 3
 RD3386
 RD3386.Superseded values are not recommended for survey control.
 RD3386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3386.See file dsdata.txt to determine how the superseded data were derived.
 RD3386
 RD3386_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER2321952486(NAD 83)
 RD3386_MARKER: Z = SEE DESCRIPTION
 RD3386_SETTING: 0 = UNSPECIFIED SETTING
 RD3386
 RD3386  HISTORY     - Date     Condition        Report By
 RD3386  HISTORY     - 1938     MONUMENTED       CGS
 RD3386  HISTORY     - 1974     SEE DESCRIPTION  NGS
 RD3386
 RD3386                          STATION DESCRIPTION
 RD3386
 RD3386'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (WMS)
 RD3386'ON THE S SHORE OF THE COLUMBIA RIVER (N BANK OF HAYDEN ISLAND) 1/2
 RD3386'MILE BELOW THE SPOKANE, PORTLAND AND SEATTLE RAILWAY BRIDGE.
 RD3386'STATION IS 41 METERS DOWNSTREAM FRON N GABLE OF BARN, 1 METER N OF
 RD3386'FENCE LINE, 22 FEET S OF CENTER LINE OF COUNTRY ROAD.
 RD3386'
 RD3386'SURFACE MARK IS A STANDARD DISK, STAMPED BENSON 1938, SET IN
 RD3386'CONCRETE IN 4-FOOT LENGTH OF 4-INCH CAST-IRON SOIL PIPE EXTENDING 6
 RD3386'INCHES ABOVE SURFACE OF GROUND.
 RD3386'
 RD3386'UNDERGROUND MARK IS A STANDARD DISK SET IN CONCRETE IN 1-FOOT LENGTH
 RD3386'OF 4-INCH CAST-IRON SOIL PIPE SET 4 FEET BELOW THE SURFACE OF THE
 RD3386'GROUND.
 RD3386'
 RD3386'REFERENCE MARKS ARE STANDARD DISKS SET IN CONCRETE (WITH ARROWS
 RD3386'POINTING TOWARD STATION) IN 2 1/2-FOOT LENGTH OF 4-INCH CAST-IRON
 RD3386'SOIL PIPE EXTENDING 4 INCHES ABOVE SURFACE.
 RD3386
 RD3386                          STATION RECOVERY (1974)
 RD3386
 RD3386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 RD3386'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARK
 RD3386'NO. 1 WAS REPORTED LOST IN 1945.  REFERENCE MARK NO. 2 WAS SEARCHED
 RD3386'FOR, BUT NOT RECOVERED.  NEW REFERENCE MARKS WERE ESTABLISHED.  A
 RD3386'NEW AND COMPLETE DESCRIPTION FOLLOWS.
 RD3386'
 RD3386'THE STATION IS ON LAND OWNED BY THE PORTLAND GENERAL ELECTRIC CO.
 RD3386'
 RD3386'TO REACH THE STATION FROM THE UNDERPASS AT THE SOUTH END OF THE
 RD3386'INTERSTATE BRIDGE GO WEST ON HAYDEN ISLAND DRIVE FOR 0.65 MILE TO A
 RD3386'GATE AT THE END OF THE STREET, PASS THRU THE GATE, AND GO NORTHWEST
 RD3386'ON THE GRAVELED ROAD FOR 0.4 MILE TO WHERE THE ROAD PASSES UNDER
 RD3386'THE RAILROAD BRIDGE.  CONTINUE WEST ON THE GRAVELED ROAD FOR 0.25
 RD3386'MILE TO A BOARD GATE, PASS THRU THE GATE, AND GO NORTHWEST ON THE
 RD3386'GRAVELED ROAD FOR 0.25 MILE TO THE STATION ON THE LEFT.
 RD3386'
 RD3386'THE STATION MARK, STAMPED BENSON 1938, IS A STANDARD DISK SET IN
 RD3386'CONCRETE IN A 4-INCH PIPE THAT IS 3-INCHES BELOW THE SURFACE, 170
 RD3386'FEET NORTHWEST OF THE NORTHWEST CORNER OF AN OLD BARN, 52 FEET EAST
 RD3386'OF A FENCE CORNER, 44 FEET SOUTH OF THE CENTER OF THE SAND TRACK
 RD3386'ROAD, 28.5 FEET WEST OF A POWER POLE, AND 3.7 FEET SOUTH OF A METAL
 RD3386'WITNESS POST THAT WAS PLACED IN THE FENCE LINE.
 RD3386'
 RD3386'REFERENCE MARK NO. 3, STAMPED BENSON 1938 NO 3 1974, IS A STANDARD
 RD3386'DISK ON A PIPE THAT IS SET IN A CONCRETE BASE, AND PROJECTS
 RD3386'1-INCH, 8 FEET WEST OF A STILE IN THE FENCE, 2.5 FEET WEST OF A
 RD3386'POWER POLE, AND 2 FEET SOUTH OF THE FENCE.
 RD3386'
 RD3386'REFERENCE MARK NO. 4, STAMPED BENSON 1938 NO 4 1974, IS A STANDARD
 RD3386'DISK ON A PIPE THAT IS SET IN A CONCRETE BASE, AND PROJECTS
 RD3386'5-INCHES, 6 FEET SOUTH OF A FENCE CORNER, AND 1.5 FEET EAST OF THE
 RD3386'FENCE.
 RD3386'
 RD3386'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 3 MILES NNW OF
 RD3386'NORTH PORTLAND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1663 ***********************************************************************
 SC1663  DESIGNATION -  BENSON
 SC1663  PID         -  SC1663
 SC1663  STATE/COUNTY-  OR/COLUMBIA
 SC1663  USGS QUAD   -  CLATSKANIE (1985)
 SC1663
 SC1663                         *CURRENT SURVEY CONTROL
 SC1663  ___________________________________________________________________
 SC1663* NAD 83(1991)-  46 02 23.79926(N)    123 12 39.61163(W)     ADJUSTED  
 SC1663* NAVD 88     -       571.     (meters)    1873.     (feet)  SCALED    
 SC1663  ___________________________________________________________________
 SC1663  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 SC1663  GEOID HEIGHT-         -21.17  (meters)                     GEOID03
 SC1663  HORZ ORDER  -  FIRST
 SC1663
 SC1663.The horizontal coordinates were established by classical geodetic methods
 SC1663.and adjusted by the National Geodetic Survey in October 1991.
 SC1663
 SC1663.The orthometric height was scaled from a topographic map.
 SC1663
 SC1663.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1663
 SC1663.The geoid height was determined by GEOID03.
 SC1663
 SC1663;                    North         East     Units Scale Factor Converg.
 SC1663;SPC OR N     -   267,255.200 2,290,185.110   MT  1.00001040   -1 55 21.4
 SC1663;SPC OR N     -   876,821.52  7,513,730.68   iFT  1.00001040   -1 55 21.4
 SC1663;SPC WA S     -    82,145.577   290,197.711   MT  0.99995956   -1 58 09.3
 SC1663;SPC WA S     -   269,505.95    952,090.32   sFT  0.99995956   -1 58 09.3
 SC1663;UTM  10      - 5,098,507.227   483,673.294   MT  0.99960328   -0 09 06.8
 SC1663
 SC1663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1663!SPC OR N     -   0.99991380  x   1.00001040  =   0.99992420
 SC1663!SPC WA S     -   0.99991380  x   0.99995956  =   0.99987336
 SC1663!UTM  10      -   0.99991380  x   0.99960328  =   0.99951711
 SC1663
 SC1663:                Primary Azimuth Mark                     Grid Az
 SC1663:SPC OR N     -  KELSO AWY BCN FLASHING RED W             059 08 52.0
 SC1663:SPC WA S     -  KELSO AWY BCN FLASHING RED W             059 11 39.9
 SC1663:UTM  10      -  KELSO AWY BCN FLASHING RED W             057 22 37.4
 SC1663
 SC1663|---------------------------------------------------------------------|
 SC1663| PID    Reference Object                     Distance      Geod. Az  |
 SC1663|                                                           dddmmss.s |
 SC1663| SC1528 KELSO AWY BCN FLASHING RED W        APPROX.27.9 KM 0571330.6 |
 SC1663| SC1665 BENSON LOOKOUT TOWER 1934            24.390 METERS 13635     |
 SC1663| CE2938 BENSON RM 1                          22.661 METERS 19533     |
 SC1663| CE2939 BENSON RM 2                          19.082 METERS 26452     |
 SC1663| SC1760 NICKOLAI RIDGE                      APPROX.19.3 KM 2902317.9 |
 SC1663|---------------------------------------------------------------------|
 SC1663
 SC1663                          SUPERSEDED SURVEY CONTROL
 SC1663
 SC1663  NAD 83(1986)-  46 02 23.81627(N)    123 12 39.60573(W) AD(       ) 1
 SC1663  NAD 27      -  46 02 24.41300(N)    123 12 35.18000(W) AD(       ) 1
 SC1663
 SC1663.Superseded values are not recommended for survey control.
 SC1663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1663.See file dsdata.txt to determine how the superseded data were derived.
 SC1663
 SC1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR8367398507(NAD 83)
 SC1663_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SC1663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC1663
 SC1663  HISTORY     - Date     Condition        Report By
 SC1663  HISTORY     - 1934     MONUMENTED       CGS
 SC1663  HISTORY     - 1970     SEE DESCRIPTION  NGS
 SC1663
 SC1663                          STATION DESCRIPTION
 SC1663
 SC1663'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CP)
 SC1663'STATION IS JUST N OF BENSON LOOKOUT TOWER, T 6 N, R 4 W,
 SC1663'SEC. 5.  STATION IS 80 FEET NW OF THE LOOKOUT TOWER AND 30 FEET
 SC1663'N OF THE HOUSE ON GROUND.
 SC1663'
 SC1663'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE AS
 SC1663'DESCRIBED IN NOTE 1A.
 SC1663'
 SC1663'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN A BOULDER AS
 SC1663'DESCRIBED IN NOTE 12C.
 SC1663'
 SC1663'REACHED FROM CLATSKANIE AS FOLLOWS--GO SW ON THE VERONIA-MIST
 SC1663'ROAD FOR 8.0 MILES, TURN LEFT OFF HIGHWAY AT SIGN, (CLATSKANIE
 SC1663'HEIGHTS-ENTERPRIZE) ON DIRT ROAD, GO 0.6 MILE, TAKE RIGHT FORK
 SC1663'AND GO 1.4 MILES, TURN LEFT AND GO 0.2 MILE TO LOOKOUT AND
 SC1663'STATION.  STATION IS ABOUT 6 MILES AIR LINE S OF CLATSKANIE, A
 SC1663'TOWN ON U.S. HIGHWAY 30.
 SC1663'
 SC1663'A 30-FOOT TOWER WAS USED TO AVOID A LOT OF CLEARING AND TO CLEAR
 SC1663'THE HOUSE ON THE GROUND.
 SC1663
 SC1663                          STATION RECOVERY (1970)
 SC1663
 SC1663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 SC1663'THE STATION MARK HAS BEEN DESTROYED.  THERE WAS NO UNDERGROUND MARK
 SC1663'ESTABLISHED FOR THIS STATION.  THE REFERENCE MARKS WERE SEARCHED
 SC1663'FOR BUT NOT RECOVERED.  THEY MAY BE DESTROYED ALSO.  TRIANGULATION
 SC1663'STATION BENSON 2 WAS ESTABLISHED.  SEE DESCRIPTION THEREOF.
 SC1663'
 SC1663'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SC1663'4 MILES NORTHEAST OF MIST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1664 ***********************************************************************
 SC1664  DESIGNATION -  BENSON 2
 SC1664  PID         -  SC1664
 SC1664  STATE/COUNTY-  OR/COLUMBIA
 SC1664  USGS QUAD   -  CLATSKANIE (1985)
 SC1664
 SC1664                         *CURRENT SURVEY CONTROL
 SC1664  ___________________________________________________________________
 SC1664* NAD 83(1991)-  46 02 23.47599(N)    123 12 39.29392(W)     ADJUSTED  
 SC1664* NAVD 88     -       571.     (meters)    1873.     (feet)  SCALED    
 SC1664  ___________________________________________________________________
 SC1664  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 SC1664  GEOID HEIGHT-         -21.17  (meters)                     GEOID03
 SC1664  HORZ ORDER  -  SECOND
 SC1664
 SC1664.The horizontal coordinates were established by classical geodetic methods
 SC1664.and adjusted by the National Geodetic Survey in October 1991.
 SC1664
 SC1664.The orthometric height was scaled from a topographic map.
 SC1664
 SC1664.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1664
 SC1664.The geoid height was determined by GEOID03.
 SC1664
 SC1664;                    North         East     Units Scale Factor Converg.
 SC1664;SPC OR N     -   267,244.995 2,290,191.603   MT  1.00001038   -1 55 21.2
 SC1664;SPC OR N     -   876,788.04  7,513,751.98   iFT  1.00001038   -1 55 21.2
 SC1664;UTM  10      - 5,098,497.231   483,680.096   MT  0.99960327   -0 09 06.6
 SC1664
 SC1664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1664!SPC OR N     -   0.99991380  x   1.00001038  =   0.99992418
 SC1664!UTM  10      -   0.99991380  x   0.99960327  =   0.99951710
 SC1664
 SC1664|---------------------------------------------------------------------|
 SC1664| PID    Reference Object                     Distance      Geod. Az  |
 SC1664|                                                           dddmmss.s |
 SC1664| CE2940 BENSON 2 RM 3                        11.642 METERS 05314     |
 SC1664| RD1630 BAKER POINT                         APPROX.17.0 KM 1510618.0 |
 SC1664| CE2941 BENSON 2 RM 4                         9.880 METERS 18507     |
 SC1664|---------------------------------------------------------------------|
 SC1664
 SC1664                          SUPERSEDED SURVEY CONTROL
 SC1664
 SC1664  NAD 83(1986)-  46 02 23.49410(N)    123 12 39.28675(W) AD(       ) 2
 SC1664  NAD 27      -  46 02 24.09540(N)    123 12 34.86075(W) AD(       ) 2
 SC1664
 SC1664.Superseded values are not recommended for survey control.
 SC1664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1664.See file dsdata.txt to determine how the superseded data were derived.
 SC1664
 SC1664_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR8368098497(NAD 83)
 SC1664_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SC1664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC1664_STAMPING: BENSON 2 1970
 SC1664
 SC1664  HISTORY     - Date     Condition        Report By
 SC1664  HISTORY     - 1970     MONUMENTED       NGS
 SC1664  HISTORY     - 1973     SEE DESCRIPTION  USGS
 SC1664  HISTORY     - 1980     GOOD             NGS
 SC1664
 SC1664                          STATION DESCRIPTION
 SC1664
 SC1664'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 SC1664'THE STATION IS 5 MILES SOUTH OF CLATSKANIE, AND 4 MILES NORTHEAST
 SC1664'OF MIST IN SEC. 5, T 6 N, R 4 W, ON A HEAVILY WOODED SUMMIT OWNED
 SC1664'BY MR. WILLARD EVENSON.
 SC1664'
 SC1664'TO REACH THE STATION FROM THE MIST POST OFFICE GO NORTH ON
 SC1664'STATE HIGHWAY 47 FOR 3.4 MILES TO A SIDE ROAD RIGHT, AND SIGN
 SC1664'ON THE LEFT, ENTERPRISE ROAD BENSON L.O. 2, TURN RIGHT AS PER
 SC1664'SIGN AND GO EAST FOR 0.3 MILE TO A FORK.  TAKE LEFT FORK, EAST,
 SC1664'FOR 0.6 MILE TO A FORK, TAKE THE RIGHT FORK, EAST AND DOWNGRADE
 SC1664'FOR 0.35 MILE TO A FORK, TAKE THE LEFT FORK AND GO SOUTHEAST
 SC1664'FOR 0.6 MILE TO A FORK, TAKE THE LEFT FORK AND GO NORTHEAST
 SC1664'FOR 0.2 MILE TO A FORK AT A SUMMIT IN THE ROAD, TAKE RIGHT
 SC1664'FORK, SOUTHEAST, FOR 200 FEET TO THE STATION AT A TURNAROUND,
 SC1664'WHICH IS ALSO THE END OF THE ROAD.
 SC1664'
 SC1664'THE STATION MARK, STAMPED BENSON 2 1970, IS A STANDARD DISK
 SC1664'SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES,
 SC1664'200 FEET SOUTHEAST OF A ROAD INTERSECTION AT THE SITE OF THE
 SC1664'FORMER LOOKOUT TOWER, AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 SC1664'
 SC1664'REFERENCE MARK NO. 3, STAMPED BENSON 2 NO 3 1970, IS A
 SC1664'STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT
 SC1664'PROJECTS 5 INCHES, 38 FEET NORTHEAST OF THE WITNESS POST AND 1
 SC1664'FOOT LOWER THAN THE STATION.
 SC1664'
 SC1664'REFERENCE MARK NO. 4, STAMPED BENSON 2 NO 4 1970, IS A STANDARD
 SC1664'DISK CEMENTED IN A 1 BY 1-1/2 FOOT BOULDER THAT PROJECTS 5
 SC1664'INCHES, 34 FEET SOUTH OF THE WITNESS POST, AND 1 FOOT BELOW
 SC1664'STATION ELEVATION.
 SC1664'
 SC1664'THE DISTANCE BETWEEN R.M. NO. 3 AND R.M. NO. 4 IS 64.54 FEET.
 SC1664'
 SC1664'THERE WAS NO SUITABLE PLACE TO ESTABLISH AN AZIMUTH MARK FOR
 SC1664'THIS STATION.
 SC1664'
 SC1664'THIS DATE, LINES WERE CLEARED TO TRIANGULATION STATIONS
 SC1664'PRESCOTT 1934, AND BAKER POINT 1934.
 SC1664
 SC1664                          STATION RECOVERY (1973)
 SC1664
 SC1664'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 SC1664'RECOVERED IN GOOD CONDITION (SEE NOTE ON RM 4).
 SC1664'
 SC1664'RECOVERED AS DESCRIBED BY C AND GS IN 1970 EXCEPT AS FOLLOWS--
 SC1664'
 SC1664'TO REACH FROM POST OFFICE IN MIST, DRIVE N. ON HWY. 47 FOR 3.4
 SC1664'MI TO SIDE RD. RIGHT.  TURN RIGHT LEAVING PAVEMENT, PER SIGN
 SC1664'ENTERPRISE ROAD, BENSON L.O. 2, AND GO 0.1 MI TO RD. FK.  GO LEFT
 SC1664'ON MAIN RD. FOR 0.1 MI TO A REVERSE RD. FK.  BEAR LEFT (STRAIGHT)
 SC1664'ON MAIN RD. FOR 0.2 MI TO RD. FK.  TAKE LEFT FK. FOR 0.7 MI TO
 SC1664'RD. FK.  TAKE RIGHT FK. DOWNGRADE FOR 0.35 MI TO A 3-WAY
 SC1664'RD. JCT. IN LOGGED-OFF AREA.  TAKE MIDDLE RD. UPGRADE FOR
 SC1664'0.7 MI TO RD. FK.  TAKE LEFT FK. FOR 0.25 MI TO JCT. AT RD.
 SC1664'SUMMIT.  TURN RIGHT FOR ONLY 120 FT E. TO STATION AND
 SC1664'TURNAROUND A RDS. END.
 SC1664'
 SC1664'STATION MARK--A STD. C AND GS DISK, STAMPED BENSON 2 1970, SET
 SC1664'IN TOP OF A 10-INCH SQUARE CONC. POST PROJECTING ABOUT 0.1 FT,
 SC1664'AND LYING ABOUT 120 FT E. OF A RD. JCT. AT THE SITE OF A FORMER
 SC1664'LOOKOUT TOWER, AND 1 FT S. OF A METAL WITNESS POST.
 SC1664'
 SC1664'REFERENCE MARKS WERE RECOVERED AS DESCRIBED, EXCEPT THAT ONLY ABOUT
 SC1664'1/3 OF THE CEMENT AROUND RM 4 DISK IN BOULDER REMAINS.  THE RM
 SC1664'WAS STILL SOLIDLY INTACT.  THE CEMENT HAS EITHER BEEN CHIPPED AWAY
 SC1664'OR HAS WEATHERED AWAY.  NO CEMENT WAS AVAILABLE AT TIME OF THIS
 SC1664'RECOVERY TO MAKE REPAIRS.
 SC1664
 SC1664                          STATION RECOVERY (1980)
 SC1664
 SC1664'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 SC1664'THE STATION AND REFERENCE MARKS 3 AND 4 WERE RECOVERED IN GOOD
 SC1664'CONDITION.  CONSIDERABLE CLEARING OF A 25 FOOT TOWER WOULD BE NEEDED
 SC1664'TO USE THIS STATION.
 SC1664'
 SC1664'THE STATION IS LOCATED ABOUT 5 MILES SOUTH OF CLATSKANIE AND 4 MILES
 SC1664'NORTHEAST OF MIST.
 SC1664'
 SC1664'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 30 AND
 SC1664'STATE HIGHWAY 47 IN CLATSKANIE GO SOUTH ON HIGHWAY 47 FOR 8.1 MILES
 SC1664'TO A BLINKING LIGHT, TURN LEFT ON LOGGING ROAD AND GO 0.4 MILE TO A
 SC1664'FORK TAKE LEFT FORK AND GO 0.1 MILE TO A FORK, TAKE RIGHT FORK AND GO
 SC1664'UPHILL 0.9 MILE TO A SADDLE AND CROSSROADS, CONTINUE UPHILL 0.6 MILE
 SC1664'TO THE UPPER PART OF A BARROW PIT AND ROAD FORK, TAKE LEFT FORK AND
 SC1664'GO 0.3 MILE TO A TRACK ROAD RIGHT, TURN RIGHT AND GO 120 FEET TO THE
 SC1664'STATION.
 SC1664'
 SC1664'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
 SC1664'---BENSON 2 1970---SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 25
 SC1664'CM (10 INCHES) ON SIDE FLUSH WITH THE GROUND LOCATED 35.1 METERS (115
 SC1664'FEET) ESE FROM THE CENTERLINE INTERSECTION OF TRACK ROAD AND DIRT RD,
 SC1664'13.7 METERS (45 FEET) NW FROM THE CENTER OF TURN AROUND, 0.3 METER (1
 SC1664'FOOT) S FROM A METAL WITNESS POST AND CENTER OF THE TRACK ROAD.
 SC1664'
 SC1664'REFERENCE MARK NO. 3 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 SC1664'STAMPED---BENSON 2 NO 3 1970---SET INTO THE TOP OF A SQUARE
 SC1664'CONCRETE MONUMENT 25 CM (10 INCHES) ON SIDE PROJECTING 8 CM (3
 SC1664'INCHES) ABOVE THE GROUND LOCATED 10.7 METERS (35 FEET) NE FROM A
 SC1664'METAL WITNESS POST, 6.7 METERS (22 FEET) E FROM THE CENTERLINE OF A
 SC1664'TRACK ROAD TURN-AROUND, AND 0.3 METER (1 FOOT) LOWER THAN THE STATION.
 SC1664'
 SC1664'REFERENCE MARK NO. 4 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 SC1664'STAMPED---BENSON 2 NO 4 1970---SET INTO THE TOP OF A PARTIALLY
 SC1664'EXPOSED BOULDER OF 0.6 METER (2 FEET) LARGEST DIMENSION LOCATED 10.30
 SC1664'METERS (33.8 FEET) S FROM A METAL WITNESS POST, 5.2 METERS (17 FEET)
 SC1664'SW FROM THE CENTERLINE OF WEST SIDE OF TRACK RD TURNAROUND, AND 0.3
 SC1664'METER (1 FOOT) HIGHER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB1402 ***********************************************************************
 QB1402  DESIGNATION -  BENSON 2
 QB1402  PID         -  QB1402
 QB1402  STATE/COUNTY-  OR/BAKER
 QB1402  USGS QUAD   -  OLDS FERRY (1974)
 QB1402
 QB1402                         *CURRENT SURVEY CONTROL
 QB1402  ___________________________________________________________________
 QB1402* NAD 83(1986)-  44 18 09.     (N)    117 13 38.     (W)     SCALED    
 QB1402* NAVD 88     -       637.00   (+/-2cm)    2089.9    (feet)  VERTCON   
 QB1402  ___________________________________________________________________
 QB1402  GEOID HEIGHT-         -17.23  (meters)                     GEOID03
 QB1402  VERT ORDER  -  THIRD (See Below)
 QB1402
 QB1402.The horizontal coordinates were scaled from a topographic map and have
 QB1402.an estimated accuracy of +/- 6 seconds.
 QB1402
 QB1402.The NAVD 88 height was computed by applying the VERTCON shift value to
 QB1402.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QB1402.The vertical order pertains to the NGVD 29 superseded value.
 QB1402
 QB1402.The geoid height was determined by GEOID03.
 QB1402
 QB1402;                    North         East    Units  Estimated Accuracy
 QB1402;SPC OR N     -    75,950.    2,761,090.      MT  (+/- 180 meters Scaled)
 QB1402
 QB1402                          SUPERSEDED SURVEY CONTROL
 QB1402
 QB1402  NGVD 29 (10/26/06)  636.02   (m)         2086.7    (f) RESET       3  
 QB1402
 QB1402.Superseded values are not recommended for survey control.
 QB1402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB1402.See file dsdata.txt to determine how the superseded data were derived.
 QB1402
 QB1402_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK818054(NAD 83)
 QB1402_MARKER: DS = TRIANGULATION STATION DISK
 QB1402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB1402_SP_SET: CONCRETE POST
 QB1402_STAMPING: BENSON 2 1982
 QB1402_MARK LOGO: NGS   
 QB1402_MAGNETIC: N = NO MAGNETIC MATERIAL
 QB1402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB1402+STABILITY: SURFACE MOTION
 QB1402_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QB1402+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2004
 QB1402
 QB1402  HISTORY     - Date     Condition        Report By
 QB1402  HISTORY     - 1982     MONUMENTED       NGS
 QB1402  HISTORY     - 19821105 GOOD             NGS
 QB1402  HISTORY     - 20040323 GOOD             JUBENG
 QB1402
 QB1402                          STATION DESCRIPTION
 QB1402
 QB1402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 QB1402'FROM THE HUNTINGTON OFF RAMP OFF I 84 BY GOING NORTHERLY 1.5 KM
 QB1402'(0.9 MI) TO MOUTH OF BENSON CREEK, CONTINUE NORTH .2 KM (0.1 MI) TO
 QB1402'THE MARK ON THE RIGHT.  THE MARK IS 112 METERS SOUTH OF THE ENTRANCE
 QB1402'TO FAREWELL BEND STATE PARK, 20.6 METERS NORTH OF A FENCE CORNER,
 QB1402'18.6 METERS NORTH OF RM 4, 11.6 METERS WEST OF RM 3, 11.4 METERS EAST
 QB1402'OF THE CENTERLINE OF THE ROAD, 0.5 METERS WEST FROM A FENCE AND 0.4
 QB1402'METERS SOUTH FROM A WITNESS POST, MARK PROJECTS 3 INCHES.
 QB1402
 QB1402                          STATION RECOVERY (1982)
 QB1402
 QB1402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 QB1402'THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) SOUTH-SOUTHEAST OF
 QB1402'HUNTINGTON AND ON FAREWELL BEND STATE PARK, AND ABOUT 0.2 KM (0.10 MI)
 QB1402'NORTH OF THE BAKER MALHEUR COUNTY LINE.  TO REACH THE STATION FROM THE
 QB1402'OFF RAMP OF I 84 LEADING TO HUNTINGTON GO NORTH 1.5 KM (0.95 MI) TO
 QB1402'BENSON CREEK, CONTINUE NORTH 0.2 KM (0.10 MI) TO THE MARK ON THE RIGHT
 QB1402'IN A PACKING AREA FOR FAREWELL BEND STATE PARK.
 QB1402' 
 QB1402'THE STATION IS A STANDARD NGS DISK STAMPED---BENSON 2 1982---, SET
 QB1402'INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE, 30 CM IN DIAMETER,
 QB1402'PROJECTING 3 CM ABOVE THE GROUND.  THE STATION IS LOCATED 117.3 METERS
 QB1402'(384.8 FT) SOUTH FROM THE ENTRANCE TO FAREWELL BEND STATE PARK, 20.6
 QB1402'METERS (67.6 FT) NORTH FROM A FENCE CORNER, 11.4 METERS (37.4 FT) EAST
 QB1402'FROM THE CENTERLINE OF ROAD, 0.5 METERS (1.6 FT) WEST FROM A FENCE,
 QB1402'0.4 METERS (1.3 FT) SOUTH FROM A WITNESS POST. REFERENCE MARK NO 3, IS
 QB1402'A STANDARD NGS DISK STAMPED---BENSON 2 1982 NO 3---, SET INTO THE TOP
 QB1402'OF A ROUND CONCRETE MONUMENT, 23 CM IN DIAMETER, PROJECTING 2 CM ABOVE
 QB1402'THE GROUND.  THE STATION IS LOCATED 22.8 METERS (74.8 FT) NORTHEAST
 QB1402'FROM A FENCE CORNER, 23.1 METERS (75.8 FT) EAST FROM THE CENTERLINE OF
 QB1402'ROAD, 11.2 METERS (36.7 FT) EAST FROM A FENCE, 0.3 METERS (1.0 FT)
 QB1402'SOUTH FROM A WITNESS POST, AND 0.2 METERS (0.7 FT) LOWER THAN THE
 QB1402'STATION.  REFERENCE MARK NO 4, IS A STANDARD NGS DISK STAMPED---BENSON
 QB1402'2 1982 NO 4---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 25 CM
 QB1402'IN DIAMETER, PROJECTING 5 CM ABOVE THE GROUND.  THE STATION IS LOCATED
 QB1402'11.5 METERS (37.7 FT) EAST FROM THE CENTERLINE OF ROAD, 2.0 METERS
 QB1402'(6.6 FT) NORTH-NORTHWEST FROM A FENCE CORNER, 0.35 METERS (1.15 FT)
 QB1402'WEST FROM A FENCE, AND 1.1 METERS (3.6 FT) LOWER THAN THE STATION.
 QB1402'AZIMUTH MARK NO 1, IS A STANDARD CGS DISK STAMPED---BENSON 1945---,
 QB1402'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 30 CM IN DIAMETER,
 QB1402'FLUSH WITH GROUND.  THE STATION IS LOCATED 12.3 METERS (40.4 FT) WEST
 QB1402'FROM THE CENTERLINE OF PAVED ROAD, 4.6 METERS (15.1 FT) SOUTH FROM THE
 QB1402'CENTERLINE OF A GRAVEL ROAD, 1.35 METERS (4.43 FT) SOUTH FROM A METAL
 QB1402'GATE POST, 0.45 METERS (1.48 FT) SOUTHWEST FROM A POWER POLE WITH A
 QB1402'WITNESS SIGN ATTACHED.  TO REACH THE AZIMUTH MARK FROM THE STATION GO
 QB1402'NORTH 0.7 KILOMETERS (0.45 MI) TO THE MARK ON THE LEFT.
 QB1402
 QB1402                          STATION RECOVERY (2004)
 QB1402
 QB1402'RECOVERY NOTE BY JUB ENGINEERS INCORPORATED 2004 (TRR)
 QB1402'SMALL TREES ADJACENT TO POINT LIMIT ITS LONG TERM VIABILITY AS A GPS
 QB1402'POINT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB1367 ***********************************************************************
 QB1367  DESIGNATION -  BENSON 2 RM 3
 QB1367  PID         -  QB1367
 QB1367  STATE/COUNTY-  OR/BAKER
 QB1367  USGS QUAD   -  OLDS FERRY (1974)
 QB1367
 QB1367                         *CURRENT SURVEY CONTROL
 QB1367  ___________________________________________________________________
 QB1367* NAD 83(1986)-  44 18 09.     (N)    117 13 38.     (W)     SCALED    
 QB1367* NAVD 88     -       636.81   (meters)    2089.3    (feet)  RESET     
 QB1367  ___________________________________________________________________
 QB1367  GEOID HEIGHT-         -17.23  (meters)                     GEOID03
 QB1367  VERT ORDER  -  THIRD
 QB1367
 QB1367.The horizontal coordinates were scaled from a topographic map and have
 QB1367.an estimated accuracy of +/- 6 seconds.
 QB1367
 QB1367.The orthometric height was computed from unverified reset data.
 QB1367.No vertical observational check was made to the station.
 QB1367
 QB1367.The geoid height was determined by GEOID03.
 QB1367
 QB1367;                    North         East    Units  Estimated Accuracy
 QB1367;SPC OR N     -    75,950.    2,761,090.      MT  (+/- 180 meters Scaled)
 QB1367
 QB1367                          SUPERSEDED SURVEY CONTROL
 QB1367
 QB1367  NGVD 29 (10/26/06)  635.83   (m)         2086.1    (f) RESET       3  
 QB1367
 QB1367.Superseded values are not recommended for survey control.
 QB1367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB1367.See file dsdata.txt to determine how the superseded data were derived.
 QB1367
 QB1367_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK818054(NAD 83)
 QB1367_MARKER: DR = REFERENCE MARK DISK
 QB1367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB1367_SP_SET: CONCRETE POST
 QB1367_STAMPING: BENSON 2 1982 NO 3
 QB1367_MARK LOGO: NGS   
 QB1367_MAGNETIC: N = NO MAGNETIC MATERIAL
 QB1367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB1367+STABILITY: SURFACE MOTION
 QB1367
 QB1367  HISTORY     - Date     Condition        Report By
 QB1367  HISTORY     - 1982     MONUMENTED       NGS
 QB1367
 QB1367                          STATION DESCRIPTION
 QB1367
 QB1367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 QB1367'FROM THE HUNTINGTON OFF RAMP OFF I 84 BY GOING NORTHERLY 1.5 KM
 QB1367'(0.9 MI) TO MOUTH OF BENSON CREEK, CONTINUE NORTH 0.2 KM (0.1 MI) TO
 QB1367'THE MARK ON THE RIGHT.  IT IS 22.8 METERS NORTHEAST FROM A FENCE
 QB1367'CORNER, 21.2 METERS NORTHEAST OF RM 4, 23.1 METERS EAST FROM THE
 QB1367'CENTERLINE OF THE ROAD, 11.7 METERS EAST FROM THE TRIANGULATION
 QB1367'STATION, 11.2 METERS EAST OF THE FENCE AND 0.3 METER SOUTH FROM A
 QB1367'WITNESS POST, MARK PROJECTING 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB1368 ***********************************************************************
 QB1368  DESIGNATION -  BENSON 2 RM 4
 QB1368  PID         -  QB1368
 QB1368  STATE/COUNTY-  OR/BAKER
 QB1368  USGS QUAD   -  OLDS FERRY (1974)
 QB1368
 QB1368                         *CURRENT SURVEY CONTROL
 QB1368  ___________________________________________________________________
 QB1368* NAD 83(1986)-  44 18 09.     (N)    117 13 38.     (W)     SCALED    
 QB1368* NAVD 88     -       635.84   (meters)    2086.1    (feet)  RESET     
 QB1368  ___________________________________________________________________
 QB1368  GEOID HEIGHT-         -17.23  (meters)                     GEOID03
 QB1368  VERT ORDER  -  THIRD
 QB1368
 QB1368.The horizontal coordinates were scaled from a topographic map and have
 QB1368.an estimated accuracy of +/- 6 seconds.
 QB1368
 QB1368.The orthometric height was computed from unverified reset data.
 QB1368.No vertical observational check was made to the station.
 QB1368
 QB1368.The geoid height was determined by GEOID03.
 QB1368
 QB1368;                    North         East    Units  Estimated Accuracy
 QB1368;SPC OR N     -    75,950.    2,761,090.      MT  (+/- 180 meters Scaled)
 QB1368
 QB1368                          SUPERSEDED SURVEY CONTROL
 QB1368
 QB1368  NGVD 29 (10/26/06)  634.86   (m)         2082.9    (f) RESET       3  
 QB1368
 QB1368.Superseded values are not recommended for survey control.
 QB1368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB1368.See file dsdata.txt to determine how the superseded data were derived.
 QB1368
 QB1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK818054(NAD 83)
 QB1368_MARKER: DR = REFERENCE MARK DISK
 QB1368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB1368_SP_SET: CONCRETE POST
 QB1368_STAMPING: BENSON 2 1982 NO 4
 QB1368_MARK LOGO: NGS   
 QB1368_MAGNETIC: N = NO MAGNETIC MATERIAL
 QB1368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB1368+STABILITY: SURFACE MOTION
 QB1368_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QB1368+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2004
 QB1368
 QB1368  HISTORY     - Date     Condition        Report By
 QB1368  HISTORY     - 1982     MONUMENTED       NGS
 QB1368  HISTORY     - 20040323 GOOD             JUBENG
 QB1368
 QB1368                          STATION DESCRIPTION
 QB1368
 QB1368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 QB1368'FROM THE HUNTINGTON OFF RAMP OFF I 84 BY GOING NORTHERLY 1.5 KM
 QB1368'(0.9 MI) TO THE MOUTH OF BENSON CREEK, CONTINUE NORTH .2 KM (0.1 MI)
 QB1368'TO THE MARK ON THE RIGHT.  IT IS 21.2 METERS SOUTHWEST OF RM 3, 18.6
 QB1368'METERS SOUTH OF THE STATION, 11.5 METERS EAST FROM THE CENTERLINE OF
 QB1368'THE ROAD, 2.0 METERS NORTH-NORTHWEST FROM A FENCE CORNER AND 0.35
 QB1368'METERS WEST FROM A FENCE.
 QB1368
 QB1368                          STATION RECOVERY (2004)
 QB1368
 QB1368'RECOVERY NOTE BY JUB ENGINEERS INCORPORATED 2004 (TRR)
 QB1368'SMALL TREES ADJACENT TO POINT LIMIT ITS LONG TERM VIABILITY AS A GPS
 QB1368'POINT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0727 ***********************************************************************
 QB0727  DESIGNATION -  BENSON AZ MK
 QB0727  PID         -  QB0727
 QB0727  STATE/COUNTY-  OR/BAKER
 QB0727  USGS QUAD   -  OLDS FERRY (1974)
 QB0727
 QB0727                         *CURRENT SURVEY CONTROL
 QB0727  ___________________________________________________________________
 QB0727* NAD 83(1986)-  44 18 29.     (N)    117 13 46.     (W)     SCALED    
 QB0727* NAVD 88     -       651.742  (meters)    2138.26   (feet)  ADJUSTED  
 QB0727  ___________________________________________________________________
 QB0727  GEOID HEIGHT-         -17.21  (meters)                     GEOID03
 QB0727  DYNAMIC HT  -         651.571 (meters)    2137.70  (feet)  COMP
 QB0727  MODELED GRAV-     980,335.3   (mgal)                       NAVD 88
 QB0727
 QB0727  VERT ORDER  -  SECOND    CLASS 0
 QB0727
 QB0727.The horizontal coordinates were scaled from a topographic map and have
 QB0727.an estimated accuracy of +/- 6 seconds.
 QB0727
 QB0727.The orthometric height was determined by differential leveling
 QB0727.and adjusted in June 1991.
 QB0727
 QB0727.The geoid height was determined by GEOID03.
 QB0727
 QB0727.The dynamic height is computed by dividing the NAVD 88
 QB0727.geopotential number by the normal gravity value computed on the
 QB0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0727.degrees latitude (g = 980.6199 gals.).
 QB0727
 QB0727.The modeled gravity was interpolated from observed gravity values.
 QB0727
 QB0727;                    North         East    Units  Estimated Accuracy
 QB0727;SPC OR N     -    76,560.    2,760,890.      MT  (+/- 180 meters Scaled)
 QB0727
 QB0727                          SUPERSEDED SURVEY CONTROL
 QB0727
 QB0727  NGVD 29 (??/??/92)  650.75   (m)         2135.0    (f) COMPUTED    2 0
 QB0727
 QB0727.Superseded values are not recommended for survey control.
 QB0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0727.See file dsdata.txt to determine how the superseded data were derived.
 QB0727
 QB0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK817061(NAD 83)
 QB0727_MARKER: DZ = AZIMUTH MARK DISK
 QB0727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0727_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0727_STAMPING: BENSON 1945
 QB0727_MARK LOGO: CGS   
 QB0727_MAGNETIC: N = NO MAGNETIC MATERIAL
 QB0727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0727+STABILITY: SURFACE MOTION
 QB0727
 QB0727  HISTORY     - Date     Condition        Report By
 QB0727  HISTORY     - 1945     MONUMENTED       CGS
 QB0727  HISTORY     - 1946     GOOD             NGS
 QB0727  HISTORY     - 1982     GOOD             NGS
 QB0727  HISTORY     - 19821105 GOOD             NGS
 QB0727  HISTORY     - 20060918 GOOD             GEOCAC
 QB0727
 QB0727                          STATION DESCRIPTION
 QB0727
 QB0727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 QB0727'3.35 MI SE FROM HUNTINGTON.
 QB0727'ALONG U.S. HIGHWAY NO.30, 3.35 MILES SOUTHEAST OF THE HUNTINGTON HIGH
 QB0727'SCHOOL AT HUNTINGTON, AT JUNCTION OF A DIRT CROSS ROAD, 0.1 MILE
 QB0727'SOUTHEAST OF AND ACROSS THE HIGHWAY FROM THE ENTRANCE TO A GRAVEL PIT,
 QB0727'39.8 FEET SOUTHWEST OF CENTER OF THE HIGHWAY, 16.5 FEET SOUTHEAST OF
 QB0727'CENTER OF DIRT ROAD LEADING SOUTHWEST, 4.0 FEET EAST OF A FENCE CORNER
 QB0727'POST, BRONZE AZIMUTH MARK DISK SET IN CONCRETE POST ABOUT 2 FEET BELOW
 QB0727'THE HIGHWAY AND PROJECTING 0.4 FOOT ABOVE THE GROUND, ALSO 3.0 FEET
 QB0727'NORTHWEST OF A REFERENCE POST.
 QB0727
 QB0727                          STATION RECOVERY (1982)
 QB0727
 QB0727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QB0727'REACHED FROM THE HUNTINGTON EXIT RAMP OFF I 84 BY GOING NORTH TOWARD
 QB0727'HUNTING 1.5 K (0.95 MILE) TO BENSON CREEK, CONTINUE NORTH 0.3 K (0.2
 QB0727'MILE) TO ENTRANCE TO FAREWELL BEND STATE PARK, CONTINUE NORTH 0.4 K
 QB0727'(0.25 MILE) TO MARK ON THE LEFT. IT IS A STANDARD USC AND GS AZIMUTH
 QB0727'MARK DISK, 12.3 METERS WEST FROM THE CENTERLINE OF A PAVED ROAD, 4.6
 QB0727'METERS SOUTH OF THE CENTERLINE OF A GRAVEL FIELD ROAD, 1.35 METERS
 QB0727'SOUTH FROM A METAL GATE POST AND 0.45 METER SOUTHWEST OF A POWER POLE
 QB0727'WITH A WITNESS SIGN ATTACHED.
 QB0727
 QB0727                          STATION RECOVERY (1982)
 QB0727
 QB0727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 QB0727'THE STATION IS LOCATED ABOUT 4.2 KM (2.60 MI) SSE OF HUNTINGTON, ABOUT
 QB0727'500 METER (1640.4 FT) NORTH OF THE ENTRANCE TO FAREWELL BEND STATE
 QB0727'PARK.  TO REACH FROM THE HUNTINGTON EXIT OFF I84, GO NORTH TOWARD
 QB0727'HUNTINGTON 1.5 KM (0.95 MI) TO BENSON CREEK, CONTINUE NORTH 0.7 KM
 QB0727'(0.45 MI) TO THE STATION ON THE LEFT AT A FIELD ROAD.  THE STATION IS
 QB0727'A STANDARD DISK STAMPED---BENSON 1945---SET INTO A 30 CM SQUARE
 QB0727'CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 12.3 METERS (40.4 FT)
 QB0727'WEST FROM THE CENTERLINE OF A PAVED ROAD, 4.6 METERS (15.1 FT) S OF
 QB0727'THE CENTERLINE OF A GRAVEL FIELD ROAD, 1.35 METERS (4.43 FT) SOUTH
 QB0727'FROM A METAL GATE POST, AND 0.45 METERS (1.48 FT) SOUTHWEST OF A POWER
 QB0727'POLE WITH A WITNESS SIGN ATTACHED.
 QB0727
 QB0727                          STATION RECOVERY (2006)
 QB0727
 QB0727'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 QB0727'HANDHELD COORDINATES ARE N44-18-28.74 W117-13-43.62
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1665 ***********************************************************************
 SC1665  DESIGNATION -  BENSON LOOKOUT TOWER 1934
 SC1665  PID         -  SC1665
 SC1665  STATE/COUNTY-  OR/COLUMBIA
 SC1665  USGS QUAD   -  CLATSKANIE (1985)
 SC1665
 SC1665                         *CURRENT SURVEY CONTROL
 SC1665  ___________________________________________________________________
 SC1665* NAD 83(1991)-  46 02 23.22541(N)    123 12 38.83209(W)     ADJUSTED  
 SC1665* NAVD 88     -       571.     (meters)    1873.     (feet)  SCALED    
 SC1665  ___________________________________________________________________
 SC1665  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 SC1665  GEOID HEIGHT-         -21.17  (meters)                     GEOID03
 SC1665  HORZ ORDER  -  SECOND
 SC1665
 SC1665.The horizontal coordinates were established by classical geodetic methods
 SC1665.and adjusted by the National Geodetic Survey in October 1991.
 SC1665
 SC1665.The orthometric height was scaled from a topographic map.
 SC1665
 SC1665.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1665
 SC1665.The geoid height was determined by GEOID03.
 SC1665
 SC1665;                    North         East     Units Scale Factor Converg.
 SC1665;SPC OR N     -   267,236.930 2,290,201.268   MT  1.00001036   -1 55 20.8
 SC1665;SPC OR N     -   876,761.58  7,513,783.69   iFT  1.00001036   -1 55 20.8
 SC1665;SPC WA S     -    82,127.295   290,213.854   MT  0.99995959   -1 58 08.8
 SC1665;SPC WA S     -   269,445.97    952,143.29   sFT  0.99995959   -1 58 08.8
 SC1665;UTM  10      - 5,098,489.471   483,690.002   MT  0.99960327   -0 09 06.2
 SC1665
 SC1665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1665!SPC OR N     -   0.99991380  x   1.00001036  =   0.99992416
 SC1665!SPC WA S     -   0.99991380  x   0.99995959  =   0.99987339
 SC1665!UTM  10      -   0.99991380  x   0.99960327  =   0.99951710
 SC1665
 SC1665                          SUPERSEDED SURVEY CONTROL
 SC1665
 SC1665  NAD 83(1986)-  46 02 23.24242(N)    123 12 38.82620(W) AD(       ) 2
 SC1665  NAD 27      -  46 02 23.83900(N)    123 12 34.40100(W) AD(       ) 2
 SC1665
 SC1665.Superseded values are not recommended for survey control.
 SC1665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1665.See file dsdata.txt to determine how the superseded data were derived.
 SC1665
 SC1665_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR8369098489(NAD 83)
 SC1665
 SC1665  HISTORY     - Date     Condition        Report By
 SC1665  HISTORY     - 1934     MONUMENTED       CGS
 SC1665
 SC1665                          STATION DESCRIPTION
 SC1665
 SC1665'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SC1665'SEE STATION BENSON
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0725 ***********************************************************************
 QB0725  DESIGNATION -  BENSON RM 1
 QB0725  PID         -  QB0725
 QB0725  STATE/COUNTY-  OR/BAKER
 QB0725  USGS QUAD   -  OLDS FERRY (1974)
 QB0725
 QB0725                         *CURRENT SURVEY CONTROL
 QB0725  ___________________________________________________________________
 QB0725* NAD 83(1986)-  44 18 06.     (N)    117 13 37.     (W)     SCALED    
 QB0725* NAVD 88     -       633.371  (meters)    2077.98   (feet)  ADJUSTED  
 QB0725  ___________________________________________________________________
 QB0725  GEOID HEIGHT-         -17.23  (meters)                     GEOID03
 QB0725  DYNAMIC HT  -         633.204 (meters)    2077.44  (feet)  COMP
 QB0725  MODELED GRAV-     980,335.5   (mgal)                       NAVD 88
 QB0725
 QB0725  VERT ORDER  -  SECOND    CLASS 0
 QB0725
 QB0725.The horizontal coordinates were scaled from a topographic map and have
 QB0725.an estimated accuracy of +/- 6 seconds.
 QB0725
 QB0725.The orthometric height was determined by differential leveling
 QB0725.and adjusted in June 1991.
 QB0725
 QB0725.The geoid height was determined by GEOID03.
 QB0725
 QB0725.The dynamic height is computed by dividing the NAVD 88
 QB0725.geopotential number by the normal gravity value computed on the
 QB0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0725.degrees latitude (g = 980.6199 gals.).
 QB0725
 QB0725.The modeled gravity was interpolated from observed gravity values.
 QB0725
 QB0725;                    North         East    Units  Estimated Accuracy
 QB0725;SPC OR N     -    75,850.    2,761,120.      MT  (+/- 180 meters Scaled)
 QB0725
 QB0725                          SUPERSEDED SURVEY CONTROL
 QB0725
 QB0725  NGVD 29 (??/??/92)  632.390  (m)         2074.77   (f) ADJ UNCH    2 0
 QB0725
 QB0725.Superseded values are not recommended for survey control.
 QB0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0725.See file dsdata.txt to determine how the superseded data were derived.
 QB0725
 QB0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK818054(NAD 83)
 QB0725_MARKER: DR = REFERENCE MARK DISK
 QB0725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0725_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0725_STAMPING: BENSON NO 1 1945
 QB0725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0725+STABILITY: SURFACE MOTION
 QB0725_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QB0725+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2004
 QB0725
 QB0725  HISTORY     - Date     Condition        Report By
 QB0725  HISTORY     - 1945     MONUMENTED       CGS
 QB0725  HISTORY     - 1946     GOOD             NGS
 QB0725  HISTORY     - 1982     GOOD             NGS
 QB0725  HISTORY     - 20040323 GOOD             JUBENG
 QB0725  HISTORY     - 20060918 GOOD             GEOCAC
 QB0725
 QB0725                          STATION DESCRIPTION
 QB0725
 QB0725'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 QB0725'3.8 MI SE FROM HUNTINGTON.
 QB0725'ALONG U.S. HIGHWAY NO.30, 3.8 MILES SOUTHEAST OF THE HUNTINGTON HIGH
 QB0725'SCHOOL AT HUNTINGTON, 226.0 FEET NORTH OF NORTH END OF A CONCRETE
 QB0725'BRIDGE OVER BENSON CREEK, (HIGHWAY MILE POST 387 IS AT NORTH END OF
 QB0725'THIS BRIDGE), 126.3 FEET EAST OF CENTER OF THE HIGHWAY, 66.0 FEET
 QB0725'SOUTHEAST OF A TELEPHONE POLE, 28.0 FEET WEST OF A T FENCE CORNER, 2.5
 QB0725'FEET WEST OF A CHISELED MARK CUT ON TOP OF A LAVA ROCK WHICH HAS BEEN
 QB0725'SET IN PLACE TO MARK A SECTION CORNER AND ALSO TO MARK THE DIVISION
 QB0725'LINE BETWEEN BAKER AND MALHEUR COUNTY, 2.0 FEET NORTH OF AN EAST-WEST
 QB0725'FENCE, 94.3 FEET SOUTHEAST OF BENSON TRIANGULATION STATION, 80.5 FEET
 QB0725'EAST OF REFERENCE MARK BENSON NO 2, BRONZE REFERENCE MARK DISK SET IN
 QB0725'CONCRETE POST ON THE BAKER-MALHEUR COUNTY LINE, ABOUT 4 FEET BELOW THE
 QB0725'HIGHWAY AND PROJECTING 0.5 FOOT ABOVE THE GROUND.
 QB0725
 QB0725                          STATION RECOVERY (1982)
 QB0725
 QB0725'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QB0725'REACHED FROM THE HUNTINGTON EXIT RAMP OFF I 84 FREEWAY, BY GOING
 QB0725'NORTH 1.5 K (0.95 MILE) TO A BRIDGE OVER BENSON CREEK AND MARK ON THE
 QB0725'RIGHT. IT IS ABOUT 69 METERS NORTH OF NORTH END OF BRIDGE OVER BENSON
 QB0725'CREEK, 38.5 METERS EAST OF THE CENTERLINE OF THE HIGHWAY, ABOUT 10
 QB0725'METERS WEST OF THE SOUTHERN MOST POINT OF MAINTAINED AREA OF FAREWELL
 QB0725'BEND STATE PARK.
 QB0725
 QB0725                          STATION RECOVERY (2004)
 QB0725
 QB0725'RECOVERY NOTE BY JUB ENGINEERS INCORPORATED 2004 (TRR)
 QB0725'RECOVERED IN GOOD CONDITION.
 QB0725
 QB0725                          STATION RECOVERY (2006)
 QB0725
 QB0725'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 QB0725'HANDHELD COORDINATES ARE N44-18-05.10 W117-13-36.06
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0726 ***********************************************************************
 QB0726  DESIGNATION -  BENSON RM 2
 QB0726  PID         -  QB0726
 QB0726  STATE/COUNTY-  OR/MALHEUR
 QB0726  USGS QUAD   -  OLDS FERRY (1974)
 QB0726
 QB0726                         *CURRENT SURVEY CONTROL
 QB0726  ___________________________________________________________________
 QB0726* NAD 83(1986)-  44 18 05.     (N)    117 13 37.     (W)     SCALED    
 QB0726* NAVD 88     -       633.513  (meters)    2078.45   (feet)  ADJUSTED  
 QB0726  ___________________________________________________________________
 QB0726  GEOID HEIGHT-         -17.23  (meters)                     GEOID03
 QB0726  DYNAMIC HT  -         633.347 (meters)    2077.91  (feet)  COMP
 QB0726  MODELED GRAV-     980,335.4   (mgal)                       NAVD 88
 QB0726
 QB0726  VERT ORDER  -  SECOND    CLASS 0
 QB0726
 QB0726.The horizontal coordinates were scaled from a topographic map and have
 QB0726.an estimated accuracy of +/- 6 seconds.
 QB0726
 QB0726.The orthometric height was determined by differential leveling
 QB0726.and adjusted in June 1991.
 QB0726
 QB0726.The geoid height was determined by GEOID03.
 QB0726
 QB0726.The dynamic height is computed by dividing the NAVD 88
 QB0726.geopotential number by the normal gravity value computed on the
 QB0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0726.degrees latitude (g = 980.6199 gals.).
 QB0726
 QB0726.The modeled gravity was interpolated from observed gravity values.
 QB0726
 QB0726;                    North         East    Units  Estimated Accuracy
 QB0726;SPC OR S     -   297,800.    1,761,140.      MT  (+/- 180 meters Scaled)
 QB0726
 QB0726                          SUPERSEDED SURVEY CONTROL
 QB0726
 QB0726  NGVD 29 (??/??/92)  632.532  (m)         2075.23   (f) ADJ UNCH    2 0
 QB0726
 QB0726.Superseded values are not recommended for survey control.
 QB0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0726.See file dsdata.txt to determine how the superseded data were derived.
 QB0726
 QB0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK818053(NAD 83)
 QB0726_MARKER: DR = REFERENCE MARK DISK
 QB0726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0726_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0726_STAMPING: BENSON NO 2 1945
 QB0726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0726+STABILITY: SURFACE MOTION
 QB0726
 QB0726  HISTORY     - Date     Condition        Report By
 QB0726  HISTORY     - 1945     MONUMENTED       CGS
 QB0726
 QB0726                          STATION DESCRIPTION
 QB0726
 QB0726'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QB0726'3.8 MI SE FROM HUNTINGTON.
 QB0726'ALONG U.S. HIGHWAY NO.30, 3.8 MILES SOUTHEAST OF THE HUNTINGTON HIGH
 QB0726'SCHOOL AT HUNTINGTON, 225.0 FEET NORTH OF NORTH END OF A CONCRETE
 QB0726'BRIDGE OVER BENSON CREEK (HIGHWAY MILE POST 387 IS AT NORTH END OF
 QB0726'THIS BRIDGE), 70.0 FEET SOUTHWEST OF A TELEPHONE POLE, 45.8 FEET EAST
 QB0726'OF CENTER OF THE HIGHWAY, 6.0 FEET EAST OF A FENCE CORNER POST, 1.2
 QB0726'FEET NORTH OF AN EAST-WEST FENCE LINE, 0.8 FOOT SOUTH OF THE
 QB0726'BAKER-MALHEUR COUNTY LINE, 80.5 FEET WEST OF REFERENCE MARK BENSON NO
 QB0726'1, 51.8 FEET SOUTH OF BENSON TRIANGULATION STATION, BRONZE REFERENCE
 QB0726'MARK DISK SET IN CONCRETE POST ABOUT 4 FEET BELOW THE HIGHWAY AND
 QB0726'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1232 ***********************************************************************
 OA1232  DESIGNATION -  BENT
 OA1232  PID         -  OA1232
 OA1232  STATE/COUNTY-  OR/DOUGLAS
 OA1232  USGS QUAD   -  WINCHESTER BAY (1985)
 OA1232
 OA1232                         *CURRENT SURVEY CONTROL
 OA1232  ___________________________________________________________________
 OA1232* NAD 83(1991)-  43 40 08.52869(N)    124 12 00.77832(W)     ADJUSTED  
 OA1232* NAVD 88     -        13.     (meters)      43.     (feet)  SCALED    
 OA1232  ___________________________________________________________________
 OA1232  LAPLACE CORR-          16.58  (seconds)                    DEFLEC99
 OA1232  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 OA1232  HORZ ORDER  -  THIRD
 OA1232
 OA1232.The horizontal coordinates were established by classical geodetic methods
 OA1232.and adjusted by the National Geodetic Survey in October 1991.
 OA1232
 OA1232.The orthometric height was scaled from a topographic map.
 OA1232
 OA1232.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1232
 OA1232.The geoid height was determined by GEOID03.
 OA1232
 OA1232;                    North         East     Units Scale Factor Converg.
 OA1232;SPC OR S     -   229,023.037 1,201,692.140   MT  0.99993272   -2 31 53.4
 OA1232;SPC OR S     -   751,387.92  3,942,559.51   iFT  0.99993272   -2 31 53.4
 OA1232;UTM  10      - 4,835,814.270   403,240.105   MT  0.99971516   -0 49 43.7
 OA1232
 OA1232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1232!SPC OR S     -   1.00000194  x   0.99993272  =   0.99993466
 OA1232!UTM  10      -   1.00000194  x   0.99971516  =   0.99971710
 OA1232
 OA1232:                Primary Azimuth Mark                     Grid Az
 OA1232:SPC OR S     -  DOUBLE COVE POINT LIGHT NEW              040 08 27.0
 OA1232:UTM  10      -  DOUBLE COVE POINT LIGHT NEW              038 26 17.3
 OA1232
 OA1232|---------------------------------------------------------------------|
 OA1232| PID    Reference Object                     Distance      Geod. Az  |
 OA1232|                                                           dddmmss.s |
 OA1232| OA1235 DOUBLE COVE POINT LIGHT NEW         APPROX. 6.2 KM 0373633.6 |
 OA1232| OA1170 UMPQUA RIVER LIGHTHOUSE             APPROX. 0.8 KM 1693457.5 |
 OA1232| OA1236 WIN                                 356.378 METERS 23304     |
 OA1232| OA1233 UMPQUA RIVER TURN LIGHT 4            43.521 METERS 24556     |
 OA1232|---------------------------------------------------------------------|
 OA1232
 OA1232                          SUPERSEDED SURVEY CONTROL
 OA1232
 OA1232  NAD 83(1986)-  43 40 08.53205(N)    124 12 00.82639(W) AD(       ) 3
 OA1232  NAD 27      -  43 40 09.09570(N)    124 11 56.44023(W) AD(       ) 3
 OA1232
 OA1232.Superseded values are not recommended for survey control.
 OA1232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1232.See file dsdata.txt to determine how the superseded data were derived.
 OA1232
 OA1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP0324035814(NAD 83)
 OA1232_MARKER: DD = SURVEY DISK
 OA1232_SETTING: 80 = SET IN A BOULDER
 OA1232_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 OA1232_MAGNETIC: N = NO MAGNETIC MATERIAL
 OA1232_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OA1232
 OA1232  HISTORY     - Date     Condition        Report By
 OA1232  HISTORY     - 1966     MONUMENTED       CGS
 OA1232  HISTORY     - 1971     GOOD             NGS
 OA1232  HISTORY     - 1971     GOOD             NGS
 OA1232  HISTORY     - 1971     GOOD             NGS
 OA1232  HISTORY     - 1980     GOOD             NOS
 OA1232
 OA1232                          STATION DESCRIPTION
 OA1232
 OA1232'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (HJS)
 OA1232'LOCATED ON THE CURVING TRAINING JETTY BETWEEN THE TWO MAIN BOULDER
 OA1232'JETTIES AT THE MOUTH OF THE UMPQUA RIVER, ABOUT 1 MILE SOUTHWEST OF
 OA1232'WINCHESTER BAY, AND ABOUT 1/2 MILE NORTHWEST OF THE UMPQUA RIVER
 OA1232'LIGHTHOUSE.
 OA1232'
 OA1232'THE STATION IS A STANDARD TOPOGRAPHIC DISK, STAMPED BENT 1966, SET
 OA1232'IN A DRILL HOLE ON TOP OF A 4-FOOT BY 6-FOOT BOULDER, ABOUT 400
 OA1232'FEET SOUTHWEST OF THE NORTHEAST END OF THE OLD WOODEN TRESTLE OF
 OA1232'THE JETTY, 12 FEET SOUTHEAST OF THE CENTERLINE OF AND ABOUT 2-1/2
 OA1232'FEET LOWER THAN THE TRESTLE.
 OA1232
 OA1232                          STATION RECOVERY (1971)
 OA1232
 OA1232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (GCS)
 OA1232'THE STATION MARK (TOPOGRAPHIC) WAS RECOVERED IN GOOD
 OA1232'CONDITION.  THE DESCRIPTION BY H.J.S. 1966, IS ADEQUATE FOR
 OA1232'RECOVERY.
 OA1232
 OA1232                          STATION RECOVERY (1971)
 OA1232
 OA1232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RBM)
 OA1232'RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1966.
 OA1232'
 OA1232'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OA1232'1 MILE SW OF WINCHESTER BAY.
 OA1232
 OA1232                          STATION RECOVERY (1971)
 OA1232
 OA1232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (DRT)
 OA1232'STATION MARK RECOVERED IN GOOD CONDITION, AS DESCRIBED.  DESCRIPTION
 OA1232'ADEQUATE.
 OA1232'
 OA1232'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OA1232'1 MILE S.W. OF WINCHESTER BAY.
 OA1232
 OA1232                          STATION RECOVERY (1980)
 OA1232
 OA1232'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RBM)
 OA1232'THE STATION WAS RECOVERED IN GOOD CONDITION. DUE TO CHANGES
 OA1232'IN THE AREA, A COMPLETE DESCRIPTION FOLLOWS.
 OA1232'
 OA1232'THE STATION IS LOCATED ON THE BOULDER TRAINING JETTY,
 OA1232'BETWEEN THE TWO MAIN JETTIES, AT THE MOUTH OF THE UMPQUA
 OA1232'RIVER, ON THE SOUTH SHORE OF THE RIVER AND ABOUT 1 MILE
 OA1232'SOUTHWEST OF THE TOWN OF WINCHESTER BAY.
 OA1232'
 OA1232'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 101
 OA1232'AND COUNTY ROAD 251, IN WINCHESTER BAY, GO WEST ON THE
 OA1232'ROAD FOR 1.2 MILES TO  ROAD FORK, TAKE THE RIGHT FORK, GO
 OA1232'0.3 MILE TO A SIDEROAD ON THE RIGHT, TURN RIGHT, GO 0.05
 OA1232'TO A GATE, PASS THROUGH THE GATE AND GO 0.2 MILE WEST, NORTH
 OA1232'AND WEST ALONG A DIRT ROAD THAT FOLLOWS THE JETTY TO THE
 OA1232'STATION ON THE RIGHT.
 OA1232'THE STATION IS STAMPED---BENT 1966---, A C+GS TOPO DISK SET
 OA1232'IN A DRILL HOLE IN THE TOP OF A 4-FOOT BY 6-FOOT BOULDER
 OA1232'OF THE JETTY AND ABOUT 6 FEET ABOVE THE LEVEL OF THE ROAD.
 OA1232'IT IS 160 PACES SOUTHWEST OF NAVIGATION LIGHT 6.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1820 ***********************************************************************
 QE1820  DESIGNATION -  BENT
 QE1820  PID         -  QE1820
 QE1820  STATE/COUNTY-  OR/MARION
 QE1820  USGS QUAD   -  TURNER (1986)
 QE1820
 QE1820                         *CURRENT SURVEY CONTROL
 QE1820  ___________________________________________________________________
 QE1820* NAD 83(1991)-  44 49 27.64956(N)    122 56 14.77918(W)     ADJUSTED  
 QE1820* NAVD 88     -        95.     (meters)     312.     (feet)  VERTCON   
 QE1820  ___________________________________________________________________
 QE1820  LAPLACE CORR-          -3.10  (seconds)                    DEFLEC99
 QE1820  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 QE1820  HORZ ORDER  -  SECOND
 QE1820
 QE1820.The horizontal coordinates were established by classical geodetic methods
 QE1820.and adjusted by the National Geodetic Survey in October 1991.
 QE1820
 QE1820.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE1820.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE1820
 QE1820.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE1820
 QE1820.The geoid height was determined by GEOID03.
 QE1820
 QE1820;                    North         East     Units Scale Factor Converg.
 QE1820;SPC OR N     -   131,550.602 2,307,275.479   MT  0.99991255   -1 43 43.0
 QE1820;SPC OR N     -   431,596.46  7,569,801.44   iFT  0.99991255   -1 43 43.0
 QE1820;UTM  10      - 4,963,439.794   504,945.833   MT  0.99960030   +0 02 38.8
 QE1820
 QE1820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE1820!SPC OR N     -   0.99998872  x   0.99991255  =   0.99990127
 QE1820!UTM  10      -   0.99998872  x   0.99960030  =   0.99958902
 QE1820
 QE1820:                Primary Azimuth Mark                     Grid Az
 QE1820:SPC OR N     -  MOONEY                                   092 03 28.7
 QE1820:UTM  10      -  MOONEY                                   090 17 06.9
 QE1820
 QE1820|---------------------------------------------------------------------|
 QE1820| PID    Reference Object                     Distance      Geod. Az  |
 QE1820|                                                           dddmmss.s |
 QE1820| QE1819 MOONEY                              APPROX. 1.6 KM 0901945.7 |
 QE1820|---------------------------------------------------------------------|
 QE1820
 QE1820                          SUPERSEDED SURVEY CONTROL
 QE1820
 QE1820  NAD 83(1986)-  44 49 27.67277(N)    122 56 14.79627(W) AD(       ) 2
 QE1820  NAD 27      -  44 49 28.23576(N)    122 56 10.46518(W) AD(       ) 2
 QE1820  NGVD 29 (07/19/86)   94.     (m)          308.     (f) VERT ANG    3  
 QE1820
 QE1820.Superseded values are not recommended for survey control.
 QE1820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1820.See file dsdata.txt to determine how the superseded data were derived.
 QE1820
 QE1820_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ0494663440(NAD 83)
 QE1820_MARKER: Z = SEE DESCRIPTION
 QE1820_SETTING: 0 = UNSPECIFIED SETTING
 QE1820_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE1820
 QE1820  HISTORY     - Date     Condition        Report By
 QE1820  HISTORY     - 1972     MONUMENTED       OR-047
 QE1820
 QE1820                          STATION DESCRIPTION
 QE1820
 QE1820'DESCRIBED BY MARION COUNTY OREGON 1972 (ADG)
 QE1820'THE STATION IS LOCATED ABOUT 1.3 MILES SOUTH AND 0.7 MILE EAST OF
 QE1820'THE CITY OF TURNER AND SITUATED AT THE 1/4 SECTION CORNER ON THE
 QE1820'SOUTH LINE OF SECTION 33, TOWNSHIP 8 SOUTH, RANGE 2 WEST,
 QE1820'WILLAMETTE MERIDIAN, MARION COUNTY, OREGON.
 QE1820'
 QE1820'TO REACH THE STATION FROM THE POST OFFICE IN THE CITY OF TURNER,
 QE1820'GO EAST ON BOISE STREET 1/2 BLOCK TO 2ND STREET.  TURN RIGHT
 QE1820'(SOUTH) ONTO 2ND STREET AND GO 2 BLOCKS TO DENVER STREET.  TURN
 QE1820'LEFT (EAST) ON TO DENVER STREET (TURNER-AUMSVILLE ROAD) AND GO
 QE1820'0.95 MILE TO A 3-WAY INTERSECTION WITH MARKET ROAD NO. 3 (BY THE
 QE1820'AUTO JUNK YARD).  TURN RIGHT ONTO MARKET ROAD NO. 3 AND GO 1.00
 QE1820'MILE TO A 3-WAY INTERSECTION WITH COUNTY ROAD NO. 861 AND
 QE1820'STATION MARK IN THE EXACT CENTER OF THE INTERSECTION AND FLUSH
 QE1820'WITH THE PAVEMENT.  A FENCE LINE GOES WEST FROM POINT.
 QE1820'
 QE1820'THE STATION MARK IS A MARION COUNTY BRASS DISK STAMPED MARION
 QE1820'COUNTY.  T8S,R2W.  T9S,R2W.  1/4 COR.  4/33, SET IN THE TOP OF
 QE1820'AN 8 INCH CYLINDRICAL CONCRETE POST AND 7 INCHES BELOW THE SURFACE
 QE1820'OF THE PAVEMENT.  A MARION COUNTY CAST IRON BOX ENCASES THE TOP
 QE1820'OF THE CONCRETE POST AND HAS A METAL COVER EMBOSSED WITH THE
 QE1820'WORDS MARION COUNTY MONUMENT.  THERE IS NO UNDERGROUND STATION
 QE1820'MARK FOR THIS STATION.  AZIMUTH MARK IS STATION MOONEY WHICH IS
 QE1820'1.00 MILE EAST OF STATION BENT AND IS A COUNTY MONUMENT IN THE
 QE1820'EXACT CENTER OF THE INTERSECTION OF COUNTY ROADS NO. 861 WITH
 QE1820'928.  A FENCE GOES TO THE EAST OF POINT.  THE AZIMUTH MARK
 QE1820'IS A MARION COUNTY BRASS DISK STAMPED MARION
 QE1820'COUNTY.  C.R. 861.  C.R. 928, SET IN THE TOP OF AN 8
 QE1820'INCH CYLINDRICAL CONCRETE POST AND 7 INCHES BELOW THE
 QE1820'SURFACE OF THE PAVEMENT.  A MARION COUNTY CAST IRON BOX
 QE1820'ENCASES THE TOP OF THE CONCRETE POST AND HAS A METAL COVER
 QE1820'EMBOSSED WITH THE WORDS MARION COUNTY MONUMENT.  THERE IS NO
 QE1820'UNDERGROUND STATION MARK FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2684 ***********************************************************************
 RD2684  DESIGNATION -  BERGEN
 RD2684  PID         -  RD2684
 RD2684  STATE/COUNTY-  OR/MARION
 RD2684  USGS QUAD   -  GERVAIS (1985)
 RD2684
 RD2684                         *CURRENT SURVEY CONTROL
 RD2684  ___________________________________________________________________
 RD2684* NAD 83(1991)-  45 04 24.88909(N)    122 58 04.11395(W)     ADJUSTED  
 RD2684* NAVD 88     -        53.     (meters)     174.     (feet)  VERTCON   
 RD2684  ___________________________________________________________________
 RD2684  LAPLACE CORR-          -3.51  (seconds)                    DEFLEC99
 RD2684  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 RD2684  HORZ ORDER  -  SECOND
 RD2684
 RD2684.The horizontal coordinates were established by classical geodetic methods
 RD2684.and adjusted by the National Geodetic Survey in October 1991.
 RD2684
 RD2684.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD2684.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD2684
 RD2684.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2684
 RD2684.The geoid height was determined by GEOID03.
 RD2684
 RD2684;                    North         East     Units Scale Factor Converg.
 RD2684;SPC OR N     -   159,305.368 2,305,720.675   MT  0.99989596   -1 45 00.5
 RD2684;SPC OR N     -   522,655.41  7,564,700.38   iFT  0.99989596   -1 45 00.5
 RD2684;UTM  10      - 4,991,124.796   502,533.860   MT  0.99960008   +0 01 22.0
 RD2684
 RD2684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2684!SPC OR N     -   0.99999528  x   0.99989596  =   0.99989124
 RD2684!UTM  10      -   0.99999528  x   0.99960008  =   0.99959536
 RD2684
 RD2684:                Primary Azimuth Mark                     Grid Az
 RD2684:SPC OR N     -  GUS                                      272 28 30.7
 RD2684:UTM  10      -  GUS                                      270 42 08.2
 RD2684
 RD2684|---------------------------------------------------------------------|
 RD2684| PID    Reference Object                     Distance      Geod. Az  |
 RD2684|                                                           dddmmss.s |
 RD2684| CE2609 GUS                                                2704330.2 |
 RD2684|---------------------------------------------------------------------|
 RD2684
 RD2684                          SUPERSEDED SURVEY CONTROL
 RD2684
 RD2684  NAD 83(1986)-  45 04 24.91267(N)    122 58 04.12670(W) AD(       ) 2
 RD2684  NAD 27      -  45 04 25.48316(N)    122 57 59.77921(W) AD(       ) 2
 RD2684  NGVD 29 (07/19/86)   52.     (m)          171.     (f) VERT ANG    3  
 RD2684
 RD2684.Superseded values are not recommended for survey control.
 RD2684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2684.See file dsdata.txt to determine how the superseded data were derived.
 RD2684
 RD2684_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ0253491125(NAD 83)
 RD2684_MARKER: Z = SEE DESCRIPTION
 RD2684_SETTING: 0 = UNSPECIFIED SETTING
 RD2684
 RD2684  HISTORY     - Date     Condition        Report By
 RD2684  HISTORY     - 1972     MONUMENTED       OR-047
 RD2684
 RD2684                          STATION DESCRIPTION
 RD2684
 RD2684'DESCRIBED BY MARION COUNTY OREGON 1972 (ADG)
 RD2684'THE STATION IS LOCATED ABOUT 0.5 MILE WEST AND 2.4 MILES NORTH
 RD2684'OF THE CITY OF BROOKS AND SITUATED IN THE S.W. 1/4 OF THE S.W. 1/4
 RD2684'OF SECTION 5, TOWNSHIP 6 SOUTH, RANGE 2 WEST, WILLAMETTE MERIDIAN,
 RD2684'MARION COUNTY, OREGON.
 RD2684'
 RD2684'TO REACH THE STATION FROM THE BROOKS INTERCHANGE, ON I-5 FREEWAY,
 RD2684'GO WEST ON COUNTY ROAD NO. 609 FOR 0.65 MILE TO MARKET ROAD NO. 36
 RD2684'JUST ACROSS THE RAILROAD TRACKS.  TURN RIGHT (NORTH) ON SAID ROAD
 RD2684'AND GO 1.8 MILES TO COUNTY ROAD NO. 602, THEN GO RIGHT (EAST) FOR
 RD2684'0.52 MILE ACROSS THE RAILROAD TRACKS TO THE SIDE ROAD ON THE
 RD2684'RIGHT (SOUTH) AND STATION MARK.  THE ROAD TO THE SOUTH IS A DEAD
 RD2684'END STUB OF COUNTY ROAD NO. 602 AND IS GRAVELED.  POINT IS THE
 RD2684'EXACT CENTER OF THE INTERSECTION.  THE BURLINGTON NORTHERN
 RD2684'RAILROAD TRACKS LIES 1604 FEET WEST OF STATION.
 RD2684'
 RD2684'THE STATION MARK IS A MARION COUNTY BRASS DISK STAMPED MARION
 RD2684'COUNTY.  T6S, R2W.  CR 602.  602-S, SET IN THE TOP OF AN 8 INCH
 RD2684'CYLINDRICAL CONCRETE POST AND 7 INCHES BELOW THE SURFACE OF THE
 RD2684'PAVEMENT.  A MARION COUNTY CAST IRON BOX ENCASES THE TOP OF THE
 RD2684'CONCRETE POST AND HAS A METAL COVER EMBOSSED WITH THE WORDS
 RD2684'MARION COUNTY MONUMENT.  THERE IS NO UNDERGROUND STATION MARK
 RD2684'FOR THIS STATION.
 RD2684'
 RD2684'AZIMUTH MARK IS STATION GUS WHICH IS 462.29 FEET WEST OF STATION
 RD2684'BERGEN AND IS AN ANGLE POINT (P.I.) OF SAID COUNTY ROAD NO. 602
 RD2684'AS WELL AS BEING THE N.W. CORNER OF THE AUGUSTUS LAMBERT DONATION
 RD2684'LAND CLAIM NO. 61.  A 1/2 INCH IRON PIPE IS NORTH AND SOUTH 30.02
 RD2684'FEET OF POINT.  POINT IS EAST 1141.53 FEET FROM CENTER OF
 RD2684'RAILROAD TRACKS.  AZIMUTH MARK IS A MARION COUNTY BRASS DISK
 RD2684'STAMPED MARION COUNTY.  T6S, R2W.  N.W. COR. CL. 61, SET
 RD2684'IN THE TOP OF AN 8 INCH CYLINDRICAL CONCRETE POST AND 7
 RD2684'INCHES BELOW THE SURFACE OF THE PAVEMENT.  A MARION
 RD2684'COUNTY CAST IRON BOX ENCASES THE TOP OF THE CONCRETE POST AND
 RD2684'HAS A METAL COVER EMBOSSED WITH THE WORDS MARION COUNTY
 RD2684'MONUMENT.  THERE IS NO UNDERGROUND STATION MARK FOR THIS
 RD2684'AZIMUTH STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0352 ***********************************************************************
 RD0352  DESIGNATION -  BERI
 RD0352  PID         -  RD0352
 RD0352  STATE/COUNTY-  OR/MULTNOMAH
 RD0352  USGS QUAD   -  MOUNT TABOR (1990)
 RD0352
 RD0352                         *CURRENT SURVEY CONTROL
 RD0352  ___________________________________________________________________
 RD0352* NAD 83(1986)-  45 33 45.     (N)    122 34 41.     (W)     SCALED    
 RD0352* NAVD 88     -        25.770  (meters)      84.55   (feet)  POSTED    
 RD0352  ___________________________________________________________________
 RD0352  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 RD0352  DYNAMIC HT  -          25.770 (meters)      84.55  (feet)  COMP
 RD0352  MODELED GRAV-     980,627.0   (mgal)                       NAVD 88
 RD0352
 RD0352  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 RD0352
 RD0352.The horizontal coordinates were scaled from a topographic map and have
 RD0352.an estimated accuracy of +/- 6 seconds.
 RD0352
 RD0352.The orthometric height was determined by differential leveling
 RD0352.and adjusted by the  in 1992.
 RD0352.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 RD0352.was located on a no-check spur therefore a value was not computed.
 RD0352.No vertical observational check was made to the station.
 RD0352
 RD0352.The geoid height was determined by GEOID03.
 RD0352
 RD0352.The dynamic height is computed by dividing the NAVD 88
 RD0352.geopotential number by the normal gravity value computed on the
 RD0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0352.degrees latitude (g = 980.6199 gals.).
 RD0352
 RD0352.The modeled gravity was interpolated from observed gravity values.
 RD0352
 RD0352;                    North         East    Units  Estimated Accuracy
 RD0352;SPC OR N     -   212,760.    2,337,790.      MT  (+/- 180 meters Scaled)
 RD0352
 RD0352                          SUPERSEDED SURVEY CONTROL
 RD0352
 RD0352  NGVD 29 (??/??/92)   24.697  (m)           81.03   (f) ADJ UNCH    1 2
 RD0352
 RD0352.Superseded values are not recommended for survey control.
 RD0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0352.See file dsdata.txt to determine how the superseded data were derived.
 RD0352
 RD0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER329455(NAD 83)
 RD0352_MARKER: DB = BENCH MARK DISK
 RD0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0352_STAMPING: BERI 81 80.699 1935
 RD0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0352+STABILITY: SURFACE MOTION
 RD0352
 RD0352  HISTORY     - Date     Condition        Report By
 RD0352  HISTORY     - 1935     MONUMENTED       CGS
 RD0352  HISTORY     - 1941     GOOD             NGS
 RD0352  HISTORY     - 1952     MARK NOT FOUND   NGS
 RD0352  HISTORY     - 1987     MARK NOT FOUND   NGS
 RD0352  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RD0352  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 RD0352  HISTORY     - 19941025 MARK NOT FOUND   USPSQD
 RD0352
 RD0352                          STATION DESCRIPTION
 RD0352
 RD0352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 RD0352'IN PORTLAND.
 RD0352'ABOUT 2.2 MILES NORTH OF MONTAVILLA ON N.E. EIGHTY-SECOND AVENUE.
 RD0352'ABOUT MID-WAY BETWEEN EAST AND WEST EDGES OF EIGHTY-SECOND AVENUE AT
 RD0352'POINT WHERE IT INTERSECTS WITH N.E. KILLINGSWORTH AVENUE.  ABOUT 15
 RD0352'FEET NORTH OF CENTER LINE OF N.E. KILLINGSWORTH.
 RD0352
 RD0352                          STATION RECOVERY (1952)
 RD0352
 RD0352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 RD0352'MARK NOT FOUND.
 RD0352
 RD0352                          STATION RECOVERY (1987)
 RD0352
 RD0352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD0352'NOT RECOVERED.  THE DESCRIBED LOCATION HAS BEEN PAVED.
 RD0352
 RD0352                          STATION RECOVERY (1988)
 RD0352
 RD0352'RECOVERY NOTE BY US POWER SQUADRON 1988 (KRN)
 RD0352'MARK NOT FOUND.
 RD0352
 RD0352                          STATION RECOVERY (1990)
 RD0352
 RD0352'RECOVERY NOTE BY US POWER SQUADRON 1990 (FV)
 RD0352'MARK NOT FOUND.
 RD0352
 RD0352                          STATION RECOVERY (1994)
 RD0352
 RD0352'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD0352'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC1025 ***********************************************************************
 QC1025  DESIGNATION -  BERLY
 QC1025  PID         -  QC1025
 QC1025  STATE/COUNTY-  OR/GRANT
 QC1025  USGS QUAD   -  KIMBERLY (1995)
 QC1025
 QC1025                         *CURRENT SURVEY CONTROL
 QC1025  ___________________________________________________________________
 QC1025* NAD 83(1991)-  44 45 06.27221(N)    119 37 50.82408(W)     ADJUSTED  
 QC1025* NAVD 88     -       816.4    (meters)    2678.     (feet)  VERTCON   
 QC1025  ___________________________________________________________________
 QC1025  LAPLACE CORR-           8.35  (seconds)                    DEFLEC99
 QC1025  GEOID HEIGHT-         -19.44  (meters)                     GEOID03
 QC1025  HORZ ORDER  -  SECOND
 QC1025
 QC1025.The horizontal coordinates were established by classical geodetic methods
 QC1025.and adjusted by the National Geodetic Survey in October 1991.
 QC1025
 QC1025.The NAVD 88 height was computed by applying the VERTCON shift value to
 QC1025.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QC1025
 QC1025.The Laplace correction was computed from DEFLEC99 derived deflections.
 QC1025
 QC1025.The geoid height was determined by GEOID03.
 QC1025
 QC1025;                    North         East     Units Scale Factor Converg.
 QC1025;SPC OR N     -   120,945.664 2,568,823.432   MT  0.99992091   +0 36 59.2
 QC1025;SPC OR N     -   396,803.36  8,427,898.40   iFT  0.99992091   +0 36 59.2
 QC1025;UTM  11      - 4,958,739.743   291,759.773   MT  1.00013328   -1 51 10.2
 QC1025
 QC1025!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QC1025!SPC OR N     -   0.99987506  x   0.99992091  =   0.99979598
 QC1025!UTM  11      -   0.99987506  x   1.00013328  =   1.00000832
 QC1025
 QC1025|---------------------------------------------------------------------|
 QC1025| PID    Reference Object                     Distance      Geod. Az  |
 QC1025|                                                           dddmmss.s |
 QC1025| CD6851 BERLY RM 1                           14.244 METERS 03437     |
 QC1025| CD6852 BERLY RM 2                            9.699 METERS 18553     |
 QC1025| QC0498 KIMBERLY                            APPROX. 1.2 KM 3094027.7 |
 QC1025|---------------------------------------------------------------------|
 QC1025
 QC1025                          SUPERSEDED SURVEY CONTROL
 QC1025
 QC1025  NAD 83(1986)-  44 45 06.27918(N)    119 37 50.82046(W) AD(       ) 2
 QC1025  NAD 27      -  44 45 06.76500(N)    119 37 46.84400(W) AD(       ) 2
 QC1025  NGVD 29 (07/19/86)  815.3    (m)         2675.     (f) VERT ANG    3  
 QC1025
 QC1025.Superseded values are not recommended for survey control.
 QC1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC1025.See file dsdata.txt to determine how the superseded data were derived.
 QC1025
 QC1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKK9176058740(NAD 83)
 QC1025_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QC1025_SETTING: 66 = SET IN ROCK OUTCROP
 QC1025
 QC1025  HISTORY     - Date     Condition        Report By
 QC1025  HISTORY     - 1946     MONUMENTED       CGS
 QC1025  HISTORY     - 1956     SEE DESCRIPTION  CGS
 QC1025
 QC1025                          STATION DESCRIPTION
 QC1025
 QC1025'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 QC1025'ABOUT 3/4 MILE SOUTHEAST OF KIMBERLY.  ON THE TOP OF A RED
 QC1025'RIM-ROCK BENCH ABOUT 700 FEET ABOVE THE RIVER ON LAND OWNED BY
 QC1025'MR. J. T. VICKERS.  THE STATION IS 32 FEET NORTH-NORTHWEST OF A
 QC1025'6 INCH JUNIPER TREE AND 12 FEET EAST OF THE RIM-ROCK.  THE MARK
 QC1025'IS SET FLUSH WITH THE GROUND AND IS STAMPED--BERLY 1946.
 QC1025'
 QC1025'REFERENCE MARK NO. 1 IS NORTH-NORTHEAST OF THE STATION AT ABOUT
 QC1025'THE SAME ELEVATION ON THE EDGE OF THE CLIFF.  THE MARK IS SET IN
 QC1025'BEDROCK WHICH PROJECTS 2 FEET.
 QC1025'
 QC1025'REFERENCE MARK NO. 2 IS SOUTH OF THE STATION AND ABOUT 1 FOOT
 QC1025'LOWER.  IT IS SET IN BEDROCK 1 FOOT EAST OF THE EDGE OF THE CLIFF.
 QC1025'
 QC1025'BOTH REFERENCE MARKS ARE STAMPED WITH THE NAME AND DATE OF THE
 QC1025'STATION AND WITH THEIR RESPECTIVE NUMBERS.
 QC1025'
 QC1025'TRIANGULATION KIMBERLY 1946 WAS USED AS AN AZIMUTH MARK.  SEE
 QC1025'DESCRIPTION FOR THAT STATION.
 QC1025'
 QC1025'REACHED FROM KIMBERLY BY GOING EAST AND SOUTH ON STATE NO. 19
 QC1025'FOR 1.25 MILES TO A TRAIL SIDE ROAD LEFT.  THEN TURN LEFT AND
 QC1025'FOLLOW THIS TRAIL ROAD EASTERLY UP HILL FOR 0.6 MILE TO MR. VICKERS
 QC1025'HOUSE AND END OF TRUCK TRAVEL.  FROM HERE PACK EAST ALONG TRAIL
 QC1025'FOR 75 YARDS TO FENCE CORNER AND WIRE GATE.  THEN LEFT THROUGH
 QC1025'GATE AND FOLLOW TRAIL UP HILL NORTHEASTERLY FOR ABOUT 1/4 MILE
 QC1025'TO A SMALL FENCED FIELD ON THE RIGHT.  THEN LEFT UP HILL ON
 QC1025'TRAIL AND NORTH ON THE TRAIL ALONG THE TOP OF THE RED RIM-ROCK
 QC1025'CLIFFS, (THIS IS THE HIGHEST RIM-ROCK CLIFF OF THE FIRST
 QC1025'GROUP THAT EXTENDS UP FROM THE RIVER), FOR ABOUT 1/4 MILE TO
 QC1025'A GATE AND JOG IN FENCE LINE.  PASS THROUGH GATE AND CONTINUE
 QC1025'NORTH ON TRAIL FOR 100 YARDS TO A BENCH ON POINT OF BLUFF AND
 QC1025'STATION SITE.
 QC1025'
 QC1025'THE SUBSTITUTE STATION, BERLY 1946 PICTURE POINT 106V-98A, IS
 QC1025'A JUNIPER TREE 12-FOOT HIGH ABOUT 32 FEET SOUTH-SOUTHEAST OF THE
 QC1025'STATION.  IT IS 15 FEET EAST OF THE RIMROCK.
 QC1025
 QC1025                          STATION RECOVERY (1956)
 QC1025
 QC1025'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JBW)
 QC1025'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND
 QC1025'TO BE IN GOOD CONDITION.
 QC1025'
 QC1025'THE STATION WAS NOT OCCUPIED ON THIS DATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1079 ***********************************************************************
 OA1079  DESIGNATION -  BERNHART
 OA1079  PID         -  OA1079
 OA1079  STATE/COUNTY-  OR/LANE
 OA1079  USGS QUAD   -  FLORENCE (1984)
 OA1079
 OA1079                         *CURRENT SURVEY CONTROL
 OA1079  ___________________________________________________________________
 OA1079* NAD 83(1991)-  43 59 23.18169(N)    124 00 20.20952(W)     ADJUSTED  
 OA1079* NAVD 88     -       230.1    (meters)     755.     (feet)  VERTCON   
 OA1079  ___________________________________________________________________
 OA1079  LAPLACE CORR-          11.41  (seconds)                    DEFLEC99
 OA1079  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 OA1079  HORZ ORDER  -  THIRD
 OA1079
 OA1079.The horizontal coordinates were established by classical geodetic methods
 OA1079.and adjusted by the National Geodetic Survey in October 1991.
 OA1079
 OA1079.The NAVD 88 height was computed by applying the VERTCON shift value to
 OA1079.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OA1079
 OA1079.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1079
 OA1079.The geoid height was determined by GEOID03.
 OA1079
 OA1079;                    North         East     Units Scale Factor Converg.
 OA1079;SPC OR S     -   263,952.262 1,218,862.616   MT  0.99999742   -2 23 54.1
 OA1079;SPC OR S     -   865,985.11  3,998,893.10   iFT  0.99999742   -2 23 54.1
 OA1079;UTM  10      - 4,871,228.428   419,361.810   MT  0.99967997   -0 41 54.5
 OA1079
 OA1079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1079!SPC OR S     -   0.99996772  x   0.99999742  =   0.99996514
 OA1079!UTM  10      -   0.99996772  x   0.99967997  =   0.99964770
 OA1079
 OA1079|---------------------------------------------------------------------|
 OA1079| PID    Reference Object                     Distance      Geod. Az  |
 OA1079|                                                           dddmmss.s |
 OA1079| CD9599 BERNHART RM 1                         4.686 METERS 12709     |
 OA1079| CD9600 BERNHART RM 2                         5.210 METERS 19822     |
 OA1079| QE2586 GREEN 2                             APPROX. 6.1 KM 2821628.6 |
 OA1079|---------------------------------------------------------------------|
 OA1079
 OA1079                          SUPERSEDED SURVEY CONTROL
 OA1079
 OA1079  NAD 83(1986)-  43 59 23.19091(N)    124 00 20.26064(W) AD(       ) 3
 OA1079  NAD 27      -  43 59 23.74700(N)    124 00 15.84400(W) AD(       ) 3
 OA1079  NGVD 29 (07/19/86)  229.0    (m)          751.     (f) VERT ANG    3  
 OA1079
 OA1079.Superseded values are not recommended for survey control.
 OA1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1079.See file dsdata.txt to determine how the superseded data were derived.
 OA1079
 OA1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP1936271228(NAD 83)
 OA1079_MARKER: Z = SEE DESCRIPTION
 OA1079_SETTING: 0 = UNSPECIFIED SETTING
 OA1079
 OA1079  HISTORY     - Date     Condition        Report By
 OA1079  HISTORY     - 1956     MONUMENTED       CGS
 OA1079
 OA1079                          STATION DESCRIPTION
 OA1079
 OA1079'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 OA1079'THE STATION IS LOCATED ABOUT 7 MILES EAST-NORTHEAST OF FLORENCE,
 OA1079'ABOUT 4 MILES EAST-NORTHEAST OF CUSHMAN, AND ABOUT 0.5 MILE
 OA1079'SOUTHEAST OF THE SIUSLAW RIVER.  IT IS ON THE HIGHEST POINT OF THE
 OA1079'WOODED RIDGE WHICH LIES BETWEEN BERNHART CREEK AND KERNOWSKI
 OA1079'CREEK.
 OA1079'
 OA1079'TO REACH FROM THE NORTH END OF THE RAILROAD DEPOT IN MAPLETON,
 OA1079'GO SOUTHEAST ACROSS THE SIUSLAW RIVER BRIDGE FOR 0.2 MILE TO A
 OA1079'GRAVEL SIDE ROAD RIGHT.  TURN RIGHT AND FOLLOW ROAD SOUTHWEST
 OA1079'DOWN RIVER BANK FOR 1.2 MILES TO A FORK.  TURN RIGHT AND CONTINUE
 OA1079'SOUTHWEST DOWN RIVER BANK ROAD FOR 3.8 MILES TO A FORK JUST AFTER
 OA1079'CROSSING SWEET CREEK.  TURN RIGHT AND CONTINUE SOUTHWEST DOWN
 OA1079'RIVER BANK ROAD FOR 6.1 MILES TO POINT WHERE POWER LINE CROSSES
 OA1079'THE ROAD.  CONTINUE STRAIGHT AHEAD AND GO 0.9 MILE TO A BARN
 OA1079'ON THE RIGHT AND A VERY SHARP CURVE TO THE LEFT.  THIS POINT
 OA1079'IS 0.3 MILE WEST OF THE RALPH BERNHART FARMHOUSE AND IS THE END
 OA1079'OF TRUCK TRAVEL.  FROM HERE, PACK EAST AROUND THE CURVE IN THE
 OA1079'ROAD FOR ABOUT 50 FEET TO A DIM TRAIL ON THE LEFT.  PACK
 OA1079'NORTHEAST UP TRAIL FOR ABOUT 30 MINUTES TO POWER LINE CROSSING.
 OA1079'CONTINUE NORTHEAST ON TRAIL FOR A FEW HUNDRED YARDS TO WHERE
 OA1079'TRAIL CURVES LEFT AND PASSES NEAR TWO POWER POLES (THESE ARE
 OA1079'POLES MR 10 4 A AND B OF THE BONNEVILLE POWER ADMINISTRATION).
 OA1079'FROM HERE, BEAR RIGHT AND CONTINUE NORTHEAST UP CREST OF RIDGE
 OA1079'FOR ABOUT 30 MINUTES TO STATION.  THIS STATION WILL BE
 OA1079'DIFFICULT TO FIND IF THE TRAIL BECOMES OVERGROWN WITH BRUSH.
 OA1079'
 OA1079'THE STATION MARK, STAMPED BERNHART 1956, IS A STANDARD BRONZE
 OA1079'DISK BRAZED TO THE TOP OF A 2-INCH SOIL PIPE WHICH PROJECTS 4
 OA1079'INCHES.  IT IS 6 FEET SOUTHWEST OF A TRIANGLE-BLAZED FIR TREE
 OA1079'WHICH IS 2-1/2 FEET IN DIAMETER AND IS ABOUT 8 FEET SOUTH OF THE
 OA1079'EDGE OF A STEEP BLUFF.
 OA1079'
 OA1079'REFERENCE MARK 1, STAMPED BERNHART NO 1 1956, IS A STANDARD
 OA1079'BRONZE DISK BRAZED TO THE TOP OF A 2-INCH SOIL PIPE WHICH PROJECTS
 OA1079'6 INCHES.  IT IS ON GROUND WHICH IS ABOUT LEVEL WITH THE STATION.
 OA1079'
 OA1079'REFERENCE MARK 2, STAMPED BERNHART NO 2 1956, IS A STANDARD BRONZE
 OA1079'DISK BRAZED TO THE TOP OF A 2-INCH SOIL PIPE WHICH PROJECTS 10
 OA1079'INCHES.  IT IS ON GROUND WHICH IS ABOUT 1 FOOT LOWER THAN THE
 OA1079'STATION.
 OA1079'
 OA1079'NO AZIMUTH MARK WAS ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2708 ***********************************************************************
 RD2708  DESIGNATION -  BERNIER
 RD2708  PID         -  RD2708
 RD2708  STATE/COUNTY-  OR/MARION
 RD2708  USGS QUAD   -  ST PAUL (1985)
 RD2708
 RD2708                         *CURRENT SURVEY CONTROL
 RD2708  ___________________________________________________________________
 RD2708* NAD 83(1991)-  45 11 10.82075(N)    122 58 09.49636(W)     ADJUSTED  
 RD2708* NAVD 88     -        54.     (meters)     177.     (feet)  VERTCON   
 RD2708  ___________________________________________________________________
 RD2708  LAPLACE CORR-          -5.56  (seconds)                    DEFLEC99
 RD2708  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 RD2708  HORZ ORDER  -  SECOND
 RD2708
 RD2708.The horizontal coordinates were established by classical geodetic methods
 RD2708.and adjusted by the National Geodetic Survey in October 1991.
 RD2708
 RD2708.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD2708.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD2708
 RD2708.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2708
 RD2708.The geoid height was determined by GEOID03.
 RD2708
 RD2708;                    North         East     Units Scale Factor Converg.
 RD2708;SPC OR N     -   171,833.168 2,305,985.919   MT  0.99989463   -1 45 04.3
 RD2708;SPC OR N     -   563,757.11  7,565,570.60   iFT  0.99989463   -1 45 04.3
 RD2708;UTM  10      - 5,003,651.109   502,411.417   MT  0.99960007   +0 01 18.4
 RD2708
 RD2708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2708!SPC OR N     -   0.99999511  x   0.99989463  =   0.99988974
 RD2708!UTM  10      -   0.99999511  x   0.99960007  =   0.99959518
 RD2708
 RD2708:                Primary Azimuth Mark                     Grid Az
 RD2708:SPC OR N     -  WEATHER                                  091 36 41.7
 RD2708:UTM  10      -  WEATHER                                  089 50 19.0
 RD2708
 RD2708|---------------------------------------------------------------------|
 RD2708| PID    Reference Object                     Distance      Geod. Az  |
 RD2708|                                                           dddmmss.s |
 RD2708| CE2834 WEATHER                                            0895137.4 |
 RD2708|---------------------------------------------------------------------|
 RD2708
 RD2708                          SUPERSEDED SURVEY CONTROL
 RD2708
 RD2708  NAD 83(1986)-  45 11 10.84391(N)    122 58 09.50656(W) AD(       ) 2
 RD2708  NAD 27      -  45 11 11.41739(N)    122 58 05.15071(W) AD(       ) 2
 RD2708  NGVD 29 (07/19/86)   53.     (m)          174.     (f) VERT ANG    3  
 RD2708
 RD2708.Superseded values are not recommended for survey control.
 RD2708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2708.See file dsdata.txt to determine how the superseded data were derived.
 RD2708
 RD2708_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER0241103651(NAD 83)
 RD2708_MARKER: Z = SEE DESCRIPTION
 RD2708_SETTING: 0 = UNSPECIFIED SETTING
 RD2708
 RD2708  HISTORY     - Date     Condition        Report By
 RD2708  HISTORY     - 1972     MONUMENTED       OR-047
 RD2708
 RD2708                          STATION DESCRIPTION
 RD2708
 RD2708'DESCRIBED BY MARION COUNTY OREGON 1972 (ADG)
 RD2708'THE STATION IS LOCATED ABOUT 1.8 MILES SOUTH AND 0.9 MILE EAST
 RD2708'OF THE CITY OF ST. PAUL AND SITUATED IN THE N.W. 1/4 OF THE
 RD2708'N.W. 1/4 OF SECTION 32, TOWNSHIP 4 SOUTH, RANGE 2 WEST, WILLAMETTE
 RD2708'MERIDIAN, MARION COUNTY, OREGON.
 RD2708'
 RD2708'TO REACH THE STATION FROM THE MAIN INTERSECTION IN THE CITY OF
 RD2708'ST. PAUL, GO SOUTH ON MARKET ROAD NO. 36 (MAIN STREET) FOR A
 RD2708'DISTANCE OF 1.8 MILES TO THE 2ND ROAD TO THE LEFT.  GO EAST ON
 RD2708'COUNTY ROAD NO. 409 FOR 0.9 MILE TO THE 2ND ANGLE POINT IN ROAD
 RD2708'AND STATION MARK.  POINT IS THE POINT OF INTERSECTION (P.I.) OF
 RD2708'THE ROAD AND ALSO THE N. W. CORNER OF THE FRANCOIS BERNIER DLC
 RD2708'NO. 56.  POINT IS 6 FEET N.W. OF THE ROAD DITCH.
 RD2708'
 RD2708'THE STATION MARK IS A MARION COUNTY BRASS DISK STAMPED MARION
 RD2708'COUNTY.  T4S, R2W.  N.W. COR. CL. 56, SET IN THE TOP OF A 6 INCH
 RD2708'CYLINDRICAL CONCRETE POST AND 9 INCHES ABOVE THE SURFACE OF THE
 RD2708'GROUND.  A WRINKLED TIN GUARD POST STANDS BESIDE POINT AS WELL
 RD2708'AS A STEEL FENCE POST AND A 4 IN X 4 IN WHITE WOOD POST.  THERE
 RD2708'IS NO UNDERGROUND STATION MARK FOR THIS STATION.
 RD2708'
 RD2708'AZIMUTH MARK IS STATION WEATHER WHICH IS 0.7 MILE EAST OF
 RD2708'STATION BERNIER AND IS SITUATED AT THE 3RD APPARENT ROAD P.I. EAST
 RD2708'OF THE INTERSECTION OF COUNTY ROAD NO. 409 AND MARKET ROAD
 RD2708'NO. 36.  THE AZIMUTH MARK IS A MARION COUNTY BRASS DISK STAMPED
 RD2708'MARION COUNTY.  T4S, R2W.  D.L.C. COR. 57, 80, SET IN THE TOP
 RD2708'OF A 6 INCH CYLINDRICAL CONCRETE POST AND STANDING 8 INCHES
 RD2708'ABOVE THE SURFACE OF THE GROUND.  A WRINKLED TIN GUARD POST
 RD2708'STANDS BESIDE POINT AS WELL AS A GEODETIC MARKER POST.
 RD2708'THERE IS NO UNDERGROUND STATION MARK FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1519 ***********************************************************************
 RD1519  DESIGNATION -  BERR
 RD1519  PID         -  RD1519
 RD1519  STATE/COUNTY-  OR/MARION
 RD1519  USGS QUAD   -  WOODBURN (1985)
 RD1519
 RD1519                         *CURRENT SURVEY CONTROL
 RD1519  ___________________________________________________________________
 RD1519* NAD 83(1986)-  45 11 30.     (N)    122 47 38.     (W)     SCALED    
 RD1519* NAVD 88     -        57.306  (meters)     188.01   (feet)  ADJUSTED  
 RD1519  ___________________________________________________________________
 RD1519  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 RD1519  DYNAMIC HT  -          57.303 (meters)     188.00  (feet)  COMP
 RD1519  MODELED GRAV-     980,578.3   (mgal)                       NAVD 88
 RD1519
 RD1519  VERT ORDER  -  FIRST     CLASS II
 RD1519
 RD1519.The horizontal coordinates were scaled from a topographic map and have
 RD1519.an estimated accuracy of +/- 6 seconds.
 RD1519
 RD1519.The orthometric height was determined by differential leveling
 RD1519.and adjusted in June 1991.
 RD1519
 RD1519.The geoid height was determined by GEOID03.
 RD1519
 RD1519.The dynamic height is computed by dividing the NAVD 88
 RD1519.geopotential number by the normal gravity value computed on the
 RD1519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1519.degrees latitude (g = 980.6199 gals.).
 RD1519
 RD1519.The modeled gravity was interpolated from observed gravity values.
 RD1519
 RD1519;                    North         East    Units  Estimated Accuracy
 RD1519;SPC OR N     -   172,020.    2,319,780.      MT  (+/- 180 meters Scaled)
 RD1519
 RD1519                          SUPERSEDED SURVEY CONTROL
 RD1519
 RD1519.No superseded survey control is available for this station.
 RD1519
 RD1519_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER161042(NAD 83)
 RD1519_MARKER: DB = BENCH MARK DISK
 RD1519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD1519_SP_SET: CONCRETE POST
 RD1519_STAMPING: BERR SOT 1935
 RD1519_MARK LOGO: USE   
 RD1519_PROJECTION: PROJECTING 16 CENTIMETERS
 RD1519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD1519+STABILITY: SURFACE MOTION
 RD1519
 RD1519  HISTORY     - Date     Condition        Report By
 RD1519  HISTORY     - 1935     MONUMENTED       USE
 RD1519  HISTORY     - 1987     GOOD             NGS
 RD1519
 RD1519                          STATION DESCRIPTION
 RD1519
 RD1519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 RD1519'6.6 KM (4.10 MI) NE FROM WOODBURN.
 RD1519'6.6 KM (4.10 MI) NORTHEASTERLY ALONG STATE HIGHWAY 99E FROM ITS
 RD1519'JUNCTION WITH LINCOLN STREET IN WOODBURN, 11.7 M (38.4 FT) NORTHWEST
 RD1519'OF THE CENTERLINE OF THE HIGHWAY, AND 8.3 M (27.2 FT) NORTHEAST OF A
 RD1519'UTILITY POLE.
 RD1519'THE MARK IS 0.4 METERS  SE FROM  A WITNESS POST
 RD1519'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0952 ***********************************************************************
 PC0952  DESIGNATION -  BERRY
 PC0952  PID         -  PC0952
 PC0952  STATE/COUNTY-  OR/LANE
 PC0952  USGS QUAD   -  COTTAGE GROVE LAKE (1987)
 PC0952
 PC0952                         *CURRENT SURVEY CONTROL
 PC0952  ___________________________________________________________________
 PC0952* NAD 83(1991)-  43 43 06.50500(N)    123 03 30.10338(W)     ADJUSTED  
 PC0952* NAVD 88     -       265.4    (meters)     871.     (feet)  VERTCON   
 PC0952  ___________________________________________________________________
 PC0952  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 PC0952  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 PC0952  HORZ ORDER  -  THIRD
 PC0952
 PC0952.The horizontal coordinates were established by classical geodetic methods
 PC0952.and adjusted by the National Geodetic Survey in October 1991.
 PC0952
 PC0952.The NAVD 88 height was computed by applying the VERTCON shift value to
 PC0952.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PC0952
 PC0952.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC0952
 PC0952.The geoid height was determined by GEOID03.
 PC0952
 PC0952;                    North         East     Units Scale Factor Converg.
 PC0952;SPC OR S     -   231,072.987 1,293,880.049   MT  0.99994063   -1 45 01.1
 PC0952;SPC OR S     -   758,113.47  4,245,013.28   iFT  0.99994063   -1 45 01.1
 PC0952;UTM  10      - 4,840,606.753   495,298.806   MT  0.99960027   -0 02 25.2
 PC0952
 PC0952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC0952!SPC OR S     -   0.99996201  x   0.99994063  =   0.99990265
 PC0952!UTM  10      -   0.99996201  x   0.99960027  =   0.99956230
 PC0952
 PC0952|---------------------------------------------------------------------|
 PC0952| PID    Reference Object                     Distance      Geod. Az  |
 PC0952|                                                           dddmmss.s |
 PC0952| PC0954 BERRY 2                              94.562 METERS 03802     |
 PC0952| CD9059 BERRY RM 1                           49.751 METERS 05456     |
 PC0952| PC0953 BERRY AZ MK                         437.144 METERS 1225317.1 |
 PC0952| CD9060 BERRY RM 2                           50.454 METERS 16439     |
 PC0952|---------------------------------------------------------------------|
 PC0952
 PC0952                          SUPERSEDED SURVEY CONTROL
 PC0952
 PC0952  NAD 83(1986)-  43 43 06.51589(N)    123 03 30.12671(W) AD(       ) 3
 PC0952  NAD 27      -  43 43 07.07580(N)    123 03 25.84510(W) AD(       ) 3
 PC0952  NGVD 29 (07/19/86)  264.2    (m)          867.     (f) VERT ANG    3  
 PC0952
 PC0952.Superseded values are not recommended for survey control.
 PC0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0952.See file dsdata.txt to determine how the superseded data were derived.
 PC0952
 PC0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP9529940607(NAD 83)
 PC0952_MARKER: Z = SEE DESCRIPTION
 PC0952_SETTING: 0 = UNSPECIFIED SETTING
 PC0952
 PC0952  HISTORY     - Date     Condition        Report By
 PC0952  HISTORY     - 1953     MONUMENTED       USE
 PC0952  HISTORY     - 1978     SEE DESCRIPTION  NGS
 PC0952
 PC0952                          STATION DESCRIPTION
 PC0952
 PC0952'DESCRIBED BY US ENGINEERS 1953 (CTH)
 PC0952'THE STATION IS LOCATED ABOUT 6.0 MILES SOUTH OF COTTAGE GROVE,
 PC0952'0.15 MILE WEST OF THE WEST END OF THE COTTAGE GROVE RESERVOIR
 PC0952'DAM, ACROSS THE ROAD WEST OF THE U.S. ARMY ENGINEERS HEADQUARTERS,
 PC0952'AND IN THE FRONT YARD OF MR. D.E. QUIMBYS HOME.
 PC0952'
 PC0952'TO REACH THE STATION FROM THE DEPOT IN COTTAGE GROVE.  GO
 PC0952'SOUTHERLY ON U.S. HIGHWAY 99 FOR 0.3 MILE TO CAUTION LIGHT AT
 PC0952'SOUTH SIXTH STREET.  TURN LEFT ON SOUTH SIXTH AND GO 5.6 MILES
 PC0952'TO THE COTTAGE GROVE RESERVOIR ON THE LEFT AND THE U.S. ARMY
 PC0952'ENGINEERS HEADQUARTERS ON THE RIGHT, AND STATION JUST WEST
 PC0952'OF THE HEADQUARTERS.
 PC0952'
 PC0952'THE STATION IS 130 FEET WEST OF THE CENTER OF A GRAVELED ROAD
 PC0952'AND 124 FEET NORTHEAST OF THE NORTHEAST CORNER OF A ROCK WALL
 PC0952'AROUND LAWN.  IT IS A U.S. ARMY ENGINEERS DISK, STAMPED BERRY
 PC0952'1939, SET IN CONCRETE IN AN 8-INCH TILE PIPE PROJECTING 2 INCHES.
 PC0952'
 PC0952'REFERENCE MARK 1 IS 48 FEET EAST OF A PUMP HOUSE.  41 FEET WEST
 PC0952'OF THE CENTER OF A GRAVELED ROAD AND 19 FEET NORTHWEST OF A
 PC0952'TELEPHONE POLE.  IT IS A STANDARD DISK, STAMPED BERRY USED NO 1
 PC0952'1953, CEMENTED IN A 3-INCH TILE PIPE PROJECTING 8 INCHES.
 PC0952'
 PC0952'REFERENCE MARK 2 IS 27 FEET NORTHWEST OF A TELEPHONE POLE, 8
 PC0952'FEET SOUTHEAST OF THE CENTER OF DRIVEWAY, AND 3 FEET SOUTH OF
 PC0952'SOUTHEAST POST OF A CATTLE GUARD.  IT IS A STANDARD DISK, STAMPED
 PC0952'BERRY USED NO 2 1953, CEMENTED IN A 3-INCH TILE PIPE PROJECTING
 PC0952'3 INCHES.
 PC0952'
 PC0952'THE AZIMUTH MARK IS A U.S. ARMY ENGINEERS CONTROL STATION DISK,
 PC0952'UNSTAMPED, WELDED TO THE TOP OF A 2-INCH IRON PIPE PROJECTING
 PC0952'18 INCHES.  IT IS ABOUT THE CENTER OF THE DAM, 1.5 FEET WEST OF
 PC0952'A 4 IN X 4 IN WHITE WITNESS POST.
 PC0952
 PC0952                          STATION RECOVERY (1978)
 PC0952
 PC0952'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 PC0952'THE STATION MARK, REFERENCE MARK NO. 1, AND THE AZIMUTH MARK
 PC0952'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  REFERENCE MARK
 PC0952'NO. 2 WAS SEARCHED FOR, BUT NOT RECOVERED.  IT IS BELIEVED TO BE
 PC0952'DESTROYED WHEN THE DRIVEWAY WAS BUILT.  TRIANGULATION STATION
 PC0952'BERRY 2 (USE) WAS ESTABLISHED TO PERMIT THE CONSTRUCTION OF A
 PC0952'NEW DWELLING.  SEE DESCRIPTION FOR TRIANGULATION STATION BERRY
 PC0952'2 (USE).
 PC0952'
 PC0952'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PC0952'6 MILES SOUTH.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0954 ***********************************************************************
 PC0954  DESIGNATION -  BERRY 2
 PC0954  PID         -  PC0954
 PC0954  STATE/COUNTY-  OR/LANE
 PC0954  USGS QUAD   -  COTTAGE GROVE LAKE (1987)
 PC0954
 PC0954                         *CURRENT SURVEY CONTROL
 PC0954  ___________________________________________________________________
 PC0954* NAD 83(1991)-  43 43 08.91821(N)    123 03 27.50041(W)     NO CHECK  
 PC0954* NAVD 88     -       259.6    (meters)     852.     (feet)  VERTCON   
 PC0954  ___________________________________________________________________
 PC0954  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 PC0954  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 PC0954  HORZ ORDER  -  THIRD
 PC0954
 PC0954.The horizontal coordinates were established by classical geodetic methods
 PC0954.and adjusted by the National Geodetic Survey in October 1991.
 PC0954.No horizontal observational check was made to the station.
 PC0954
 PC0954.The NAVD 88 height was computed by applying the VERTCON shift value to
 PC0954.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PC0954
 PC0954.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC0954
 PC0954.The geoid height was determined by GEOID03.
 PC0954
 PC0954;                    North         East     Units Scale Factor Converg.
 PC0954;SPC OR S     -   231,145.648 1,293,940.559   MT  0.99994075   -1 44 59.3
 PC0954;SPC OR S     -   758,351.86  4,245,211.81   iFT  0.99994075   -1 44 59.3
 PC0954;UTM  10      - 4,840,681.161   495,357.101   MT  0.99960027   -0 02 23.4
 PC0954
 PC0954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC0954!SPC OR S     -   0.99996292  x   0.99994075  =   0.99990368
 PC0954!UTM  10      -   0.99996292  x   0.99960027  =   0.99956321
 PC0954
 PC0954|---------------------------------------------------------------------|
 PC0954| PID    Reference Object                     Distance      Geod. Az  |
 PC0954|                                                           dddmmss.s |
 PC0954| CD9058 T21S R3W SEC 28 3                                  09719     |
 PC0954| PC0953 BERRY AZ MK                         438.882 METERS 1351648.7 |
 PC0954| CD9059 BERRY RM 1                           49.114 METERS 20056     |
 PC0954| PC0952 BERRY                                94.562 METERS 21802     |
 PC0954|---------------------------------------------------------------------|
 PC0954
 PC0954                          SUPERSEDED SURVEY CONTROL
 PC0954
 PC0954  NAD 83(1986)-  43 43 08.92914(N)    123 03 27.52370(W) AD(       ) 3
 PC0954  NAD 27      -  43 43 09.48900(N)    123 03 23.24216(W) AD(       ) 3
 PC0954  NGVD 29 (07/19/86)  258.4    (m)          848.     (f) VERT ANG    3  
 PC0954
 PC0954.Superseded values are not recommended for survey control.
 PC0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0954.See file dsdata.txt to determine how the superseded data were derived.
 PC0954
 PC0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP9535740681(NAD 83)
 PC0954_MARKER: DS = TRIANGULATION STATION DISK
 PC0954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0954
 PC0954  HISTORY     - Date     Condition        Report By
 PC0954  HISTORY     - 1978     MONUMENTED       NGS
 PC0954
 PC0954                          STATION DESCRIPTION
 PC0954
 PC0954'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 PC0954'THE STATION IS 6 MILES SOUTH OF COTTAGE GROVE, ON THE WEST
 PC0954'RIGHT-OF-WAY OF A COUNTY ROAD.
 PC0954'
 PC0954'TO REACH THE STATION FROM THE COTTAGE GROVE POST OFFICE, GO EAST ON
 PC0954'ADAMS STREET FOR 1 BLOCK TO A CROSS STREET, TURN RIGHT, AND GO SOUTH
 PC0954'ON SOUTH 6TH STREET FOR 1.7 MILES TO THE OVERPASS OVER THE FREEWAY,
 PC0954'CONTINUE SOUTH ON SOUTH 6TH STREET, AND LONDON ROAD FOR 3.9 MILES
 PC0954'TO SHORTRIDGE HILL ROAD ON THE RIGHT, JUST BEFORE REACHING MILEPOST
 PC0954'NO.  4, TURN RIGHT, AND GO SOUTH ON SHORTRIDGE HILL ROAD FOR 0.15
 PC0954'MILE TO THE STATION ON THE RIGHT.
 PC0954'
 PC0954'THE STATION MARK, STAMPED BERRY 2 USE 1978, IS A STANDARD NGS STATION
 PC0954'MARK DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 PC0954'5-INCHES, 0.15 MILE NORTHWEST OF THE WEST END OF THE COTTAGE GROVE
 PC0954'RESERVOIR DAM, 0.1 MILE NORTH OF THE CORPS. OF ENGINEERS OFFICE,
 PC0954'90 FEET NORTH OF A SIDE ROAD WEST, 36 FEET WEST, AND 5 FEET HIGHER
 PC0954'THAN SHORTRIDGE HILL ROAD, 5 FEET EAST OF THE RIGHT-OF-WAY FENCE
 PC0954'LINE, AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 PC0954'
 PC0954'REFERENCE MARK NO. 1, STAMPED BERRY USED NO 1 1953, IS A STANDARD NGS
 PC0954'REFERENCE MARK DISK SET IN CONCRETE IN A PIPE THAT PROJECTS
 PC0954'8-INCHES, 71 FEET SOUTH OF THE CENTER OF A SIDE ROAD WEST, 42 FEET
 PC0954'WEST OF THE CENTER OF SHORTRIDGE HILL ROAD, AND 1-FOOT NORTH OF A
 PC0954'METAL WITNESS POST.
 PC0954'
 PC0954'REFERENCE MARK NO. 3, STAMPED T 21 S R 3 W 28 3 W 1940, IS A CORPS.
 PC0954'OF ENGINEERS DISK SET IN A 6-INCH SQUARE CONCRETE MONUMENT THAT
 PC0954'PROJECTS 4-INCHES, 34 FEET EAST OF THE CENTER OF SHORTRIDGE HILL
 PC0954'ROAD, 18 FEET SOUTHWEST OF A SMALL WHITE BUILDING OVER A WELL, 2 FEET
 PC0954'WEST OF A METAL WITNESS POST, AND 5 FEET LOWER THAN THE STATION.
 PC0954'
 PC0954'TO REACH THE AZIMUTH MARK, OBTAIN A KEY FOR THE LOCKED GATE AT THE
 PC0954'WEST END OF THE DAM FROM THE CORPS. OF ENGINEERS OFFICE, WHICH IS
 PC0954'0.1 MILE SOUTH OF THE STATION, FROM THE LOCKED GATE AT THE WEST END
 PC0954'OF THE DAM GO EAST ON THE DAM FOR 0.15 MILE TO THE MARK ON THE
 PC0954'RIGHT, THE THIRD SUCH MARK FROM THE WEST END OF THE DAM.
 PC0954'
 PC0954'THE AZIMUTH MARK IS A U.S. ARMY ENGINEERS CONTROL STATION DISK,
 PC0954'UNSTAMPED WELDED TO THE TOP OF A 2-INCH PIPE THAT PROJECTS 2-FEET,
 PC0954'NEAR THE CENTER OF THE DAM, AND 2-FEET WEST OF A ROCK CAIRN.
 PC0954'
 PC0954'NOTE--FERROUS METAL WAS PLACED IN THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0953 ***********************************************************************
 PC0953  DESIGNATION -  BERRY AZ MK
 PC0953  PID         -  PC0953
 PC0953  STATE/COUNTY-  OR/LANE
 PC0953  USGS QUAD   -  COTTAGE GROVE LAKE (1987)
 PC0953
 PC0953                         *CURRENT SURVEY CONTROL
 PC0953  ___________________________________________________________________
 PC0953* NAD 83(1991)-  43 42 58.81362(N)    123 03 13.70500(W)     ADJUSTED  
 PC0953* NAVD 88     -       246.6    (meters)     809.     (feet)  VERTCON   
 PC0953  ___________________________________________________________________
 PC0953  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 PC0953  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 PC0953  HORZ ORDER  -  THIRD
 PC0953
 PC0953.The horizontal coordinates were established by classical geodetic methods
 PC0953.and adjusted by the National Geodetic Survey in October 1991.
 PC0953
 PC0953.The NAVD 88 height was computed by applying the VERTCON shift value to
 PC0953.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PC0953
 PC0953.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC0953
 PC0953.The geoid height was determined by GEOID03.
 PC0953
 PC0953;                    North         East     Units Scale Factor Converg.
 PC0953;SPC OR S     -   230,824.532 1,294,239.690   MT  0.99994028   -1 44 49.8
 PC0953;SPC OR S     -   757,298.33  4,246,193.21   iFT  0.99994028   -1 44 49.8
 PC0953;UTM  10      - 4,840,369.221   495,665.576   MT  0.99960023   -0 02 13.9
 PC0953
 PC0953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC0953!SPC OR S     -   0.99996496  x   0.99994028  =   0.99990524
 PC0953!UTM  10      -   0.99996496  x   0.99960023  =   0.99956521
 PC0953
 PC0953:                Primary Azimuth Mark                     Grid Az
 PC0953:SPC OR S     -  BERRY                                    304 38 18.2
 PC0953:UTM  10      -  BERRY                                    302 55 42.3
 PC0953
 PC0953|---------------------------------------------------------------------|
 PC0953| PID    Reference Object                     Distance      Geod. Az  |
 PC0953|                                                           dddmmss.s |
 PC0953| PC0952 BERRY                               437.144 METERS 3025328.4 |
 PC0953| PC0954 BERRY 2                             438.882 METERS 3151658.2 |
 PC0953|---------------------------------------------------------------------|
 PC0953
 PC0953                          SUPERSEDED SURVEY CONTROL
 PC0953
 PC0953  NAD 83(1986)-  43 42 58.82453(N)    123 03 13.72825(W) AD(       ) 3
 PC0953  NAD 27      -  43 42 59.38417(N)    123 03 09.44732(W) AD(       ) 3
 PC0953  NGVD 29 (07/19/86)  245.4    (m)          805.     (f) VERT ANG    3  
 PC0953
 PC0953.Superseded values are not recommended for survey control.
 PC0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0953.See file dsdata.txt to determine how the superseded data were derived.
 PC0953
 PC0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP9566640369(NAD 83)
 PC0953_MARKER: DD = SURVEY DISK
 PC0953_SETTING: 0 = UNSPECIFIED SETTING
 PC0953_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PC0953
 PC0953  HISTORY     - Date     Condition        Report By
 PC0953  HISTORY     - 1978     MONUMENTED       USE
 PC0953
 PC0953                          STATION DESCRIPTION
 PC0953
 PC0953'DESCRIBED BY US ENGINEERS 1978 (CLN)
 PC0953'TO REACH THE AZIMUTH MARK, OBTAIN A KEY FOR THE LOCKED GATE AT THE
 PC0953'WEST END OF THE DAM FROM THE CORPS. OF ENGINEERS OFFICE, WHICH IS
 PC0953'0.1 MILE SOUTH OF THE STATION, FROM THE LOCKED GATE AT THE WEST END
 PC0953'OF THE DAM GO EAST ON THE DAM FOR 0.15 MILE TO THE MARK ON THE
 PC0953'RIGHT, THE THIRD SUCH MARK FROM THE WEST END OF THE DAM.
 PC0953'
 PC0953'THE AZIMUTH MARK IS A U.S. ARMY ENGINEERS CONTROL STATION DISK,
 PC0953'UNSTAMPED WELDED TO THE TOP OF A 2-INCH PIPE THAT PROJECTS 2-FEET,
 PC0953'NEAR THE CENTER OF THE DAM, AND 2-FEET WEST OF A ROCK CAIRN.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0331 ***********************************************************************
 QE0331  DESIGNATION -  BES
 QE0331  PID         -  QE0331
 QE0331  STATE/COUNTY-  OR/LINN
 QE0331  USGS QUAD   -  CRAWFORDSVILLE (1988)
 QE0331
 QE0331                         *CURRENT SURVEY CONTROL
 QE0331  ___________________________________________________________________
 QE0331* NAD 83(1986)-  44 20 27.     (N)    122 46 10.     (W)     SCALED    
 QE0331* NAVD 88     -       183.609  (meters)     602.39   (feet)  ADJUSTED  
 QE0331  ___________________________________________________________________
 QE0331  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 QE0331  DYNAMIC HT  -         183.580 (meters)     602.30  (feet)  COMP
 QE0331  MODELED GRAV-     980,455.6   (mgal)                       NAVD 88
 QE0331
 QE0331  VERT ORDER  -  SECOND    CLASS 0
 QE0331
 QE0331.The horizontal coordinates were scaled from a topographic map and have
 QE0331.an estimated accuracy of +/- 6 seconds.
 QE0331
 QE0331.The orthometric height was determined by differential leveling
 QE0331.and adjusted in June 1991.
 QE0331
 QE0331.The geoid height was determined by GEOID03.
 QE0331
 QE0331.The dynamic height is computed by dividing the NAVD 88
 QE0331.geopotential number by the normal gravity value computed on the
 QE0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0331.degrees latitude (g = 980.6199 gals.).
 QE0331
 QE0331.The modeled gravity was interpolated from observed gravity values.
 QE0331
 QE0331;                    North         East    Units  Estimated Accuracy
 QE0331;SPC OR N     -    77,460.    2,319,050.      MT  (+/- 180 meters Scaled)
 QE0331
 QE0331                          SUPERSEDED SURVEY CONTROL
 QE0331
 QE0331  NGVD 29 (??/??/92)  182.550  (m)          598.92   (f) ADJ UNCH    2 0
 QE0331
 QE0331.Superseded values are not recommended for survey control.
 QE0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0331.See file dsdata.txt to determine how the superseded data were derived.
 QE0331
 QE0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ183097(NAD 83)
 QE0331_MARKER: DD = SURVEY DISK
 QE0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0331_STAMPING: BES 1935
 QE0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0331+STABILITY: SURFACE MOTION
 QE0331
 QE0331  HISTORY     - Date     Condition        Report By
 QE0331  HISTORY     - 1935     MONUMENTED       USE
 QE0331  HISTORY     - 1943     GOOD             NGS
 QE0331  HISTORY     - 1984     MARK NOT FOUND   USGS
 QE0331
 QE0331                          STATION DESCRIPTION
 QE0331
 QE0331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QE0331'1.4 MI SE FROM HOLLEY.
 QE0331'THIS MARK IS ABOUT 0.3 MILE SOUTHWEST ALONG STATE HIGHWAY 228 AND 1.1
 QE0331'MILE EAST ALONG THE UPPER CALAPOOYA RIVER FROM THE POST OFFICE AT
 QE0331'HOLLEY, LINN COUNTY, 61.0 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 QE0331'BARN, SET ON THE OUT SIDE OF A 90 DEGREE CURVE, 4.0 FEET SOUTHWEST OF
 QE0331'A FENCE, 25.0 FEET EAST OF THE CENTER LINE OF THE ROAD, LEVEL WITH THE
 QE0331'GROUND, 2.0 FEET SOUTH OF A WHITE REFERENCE POST.
 QE0331
 QE0331                          STATION RECOVERY (1984)
 QE0331
 QE0331'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 QE0331'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1053 ***********************************************************************
 NZ1053  DESIGNATION -  BESSIE ROCK LOOKOUT HOUSE
 NZ1053  PID         -  NZ1053
 NZ1053  STATE/COUNTY-  OR/JACKSON
 NZ1053  USGS QUAD   -  RED BLANKET MTN (1985)
 NZ1053
 NZ1053                         *CURRENT SURVEY CONTROL
 NZ1053  ___________________________________________________________________
 NZ1053* NAD 83(1991)-  42 45 53.62427(N)    122 19 38.02447(W)     ADJUSTED  
 NZ1053* NAVD 88     -              **(meters)            **(feet)            
 NZ1053  ___________________________________________________________________
 NZ1053  LAPLACE CORR-          14.12  (seconds)                    DEFLEC99
 NZ1053  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 NZ1053  HORZ ORDER  -  THIRD
 NZ1053
 NZ1053.The horizontal coordinates were established by classical geodetic methods
 NZ1053.and adjusted by the National Geodetic Survey in October 1991.
 NZ1053
 NZ1053
 NZ1053.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ1053
 NZ1053.The geoid height was determined by GEOID03.
 NZ1053
 NZ1053;                    North         East     Units Scale Factor Converg.
 NZ1053;SPC OR S     -   123,625.582 1,350,463.110   MT  0.99991928   -1 15 00.3
 NZ1053;SPC OR S     -   405,595.74  4,430,653.25   iFT  0.99991928   -1 15 00.3
 NZ1053;UTM  10      - 4,734,926.830   555,045.164   MT  0.99963728   +0 27 24.5
 NZ1053
 NZ1053                          SUPERSEDED SURVEY CONTROL
 NZ1053
 NZ1053  NAD 83(1986)-  42 45 53.62348(N)    122 19 38.03439(W) AD(       ) 4
 NZ1053  NAD 27      -  42 45 54.16359(N)    122 19 33.92342(W) AD(       ) 3
 NZ1053
 NZ1053.Superseded values are not recommended for survey control.
 NZ1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1053.See file dsdata.txt to determine how the superseded data were derived.
 NZ1053
 NZ1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN5504534927(NAD 83)
 NZ1053
 NZ1053  HISTORY     - Date     Condition        Report By
 NZ1053  HISTORY     - 1933     MONUMENTED       CGS
 NZ1053
 NZ1053                          STATION DESCRIPTION
 NZ1053
 NZ1053'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (FGJ)
 NZ1053'THIS INTERSECTED POSITION IS CENTER OF BESSIE ROCK LOOKOUT HOUSE
 NZ1053'OF U.S.F.S., SITUATED ON SUMMIT OF BESSIE ROCK, PROMINENT CRAG
 NZ1053'IN CASCADE RANGE, ELEVATION 5959 FEET, ABOUT 15 MILES SW OF CRATER
 NZ1053'LAKE.  POINT IS ABOUT 1 MILE NW OF BESSIE ROCK GUARD STATION,
 NZ1053'AIR LINE, AND MAY BE REACHED BY FOREST TRAILS.
 NZ1053'
 NZ1053'(THIS UNCHECKED POINT WAS ALSO CUT IN BY U.S.G.S. IN 1935 FROM
 NZ1053'NW, WITH VERY GOOD CHECK)
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AJ1541 ***********************************************************************
 AJ1541  DESIGNATION -  BEST
 AJ1541  PID         -  AJ1541
 AJ1541  STATE/COUNTY-  OR/BENTON
 AJ1541  USGS QUAD   -  GREENBERRY (1975)
 AJ1541
 AJ1541                         *CURRENT SURVEY CONTROL
 AJ1541  ___________________________________________________________________
 AJ1541* NAD 83(2007)-  44 26 49.56885(N)    123 20 13.49330(W)     ADJUSTED  
 AJ1541* NAVD 88     -        77.6    (meters)     255.     (feet)  GPS OBS   
 AJ1541  ___________________________________________________________________
 AJ1541  EPOCH DATE  -        2007.00
 AJ1541  X           -  -2,506,485.806 (meters)                     COMP
 AJ1541  Y           -  -3,810,383.569 (meters)                     COMP
 AJ1541  Z           -   4,443,732.219 (meters)                     COMP
 AJ1541  LAPLACE CORR-          -5.34  (seconds)                    DEFLEC99
 AJ1541  ELLIP HEIGHT-          54.916 (meters)          (02/10/07) ADJUSTED
 AJ1541  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 AJ1541
 AJ1541  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ1541  Type    PID    Designation                      North   East  Ellip
 AJ1541  -------------------------------------------------------------------
 AJ1541  NETWORK AJ1541 BEST                              1.00   0.76   2.18
 AJ1541  -------------------------------------------------------------------
 AJ1541
 AJ1541.The horizontal coordinates were established by GPS observations
 AJ1541.and adjusted by the National Geodetic Survey in February 2007.
 AJ1541
 AJ1541.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ1541.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ1541.The horizontal coordinates are valid at the epoch date displayed above.
 AJ1541.The epoch date for horizontal control is a decimal equivalence
 AJ1541.of Year/Month/Day.
 AJ1541
 AJ1541.The orthometric height was determined by GPS observations and a
 AJ1541.high-resolution geoid model.
 AJ1541
 AJ1541.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ1541
 AJ1541.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1541
 AJ1541.The ellipsoidal height was determined by GPS observations
 AJ1541.and is referenced to NAD 83.
 AJ1541
 AJ1541.The geoid height was determined by GEOID03.
 AJ1541
 AJ1541;                    North         East     Units Scale Factor Converg.
 AJ1541;SPC OR N     -    90,689.270 2,274,216.685   MT  0.99997329   -2 00 43.3
 AJ1541;SPC OR N     -   297,536.98  7,461,340.83   iFT  0.99997329   -2 00 43.3
 AJ1541;UTM  10      - 4,921,588.725   473,178.561   MT  0.99960885   -0 14 09.8
 AJ1541
 AJ1541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1541!SPC OR N     -   0.99999139  x   0.99997329  =   0.99996468
 AJ1541!UTM  10      -   0.99999139  x   0.99960885  =   0.99960024
 AJ1541
 AJ1541                          SUPERSEDED SURVEY CONTROL
 AJ1541
 AJ1541  NAD 83(1998)-  44 26 49.56609(N)    123 20 13.49467(W) AD(       ) B
 AJ1541  ELLIP H (07/03/01)   54.933  (m)                       GP(       ) 5 1
 AJ1541  NAD 83(1998)-  44 26 49.56608(N)    123 20 13.49469(W) AD(1997.00) B
 AJ1541  ELLIP H (02/15/01)   54.933  (m)                       GP(       ) 4 1
 AJ1541
 AJ1541.Superseded values are not recommended for survey control.
 AJ1541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1541.See file dsdata.txt to determine how the superseded data were derived.
 AJ1541
 AJ1541_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ7317921589(NAD 83)
 AJ1541_MARKER: DD = SURVEY DISK
 AJ1541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1541_STAMPING: BEST 2000 NO 005 OR LS 2578
 AJ1541_MARK LOGO: OR-003
 AJ1541_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ1541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ1541+STABILITY: SURFACE MOTION
 AJ1541_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ1541+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ1541
 AJ1541  HISTORY     - Date     Condition        Report By
 AJ1541  HISTORY     - 2000     MONUMENTED       OR-003
 AJ1541
 AJ1541                          STATION DESCRIPTION
 AJ1541
 AJ1541'DESCRIBED BY BENTON COUNTY OREGON 2000 (REW)
 AJ1541'THE STATION IS LOCATED ABOUT 15.0 KM (9.30 MI) NORTH-NORTHWEST OF THE
 AJ1541'COMMUNITY OF MONROE, 9.8 KM (6.10 MI) SOUTH OF PHILOMATH, ON THE EAST
 AJ1541'RIGHT-OF-WAY OF BELLFOUNTAIN ROAD.  OWNERSHIP--BENTON COUNTY
 AJ1541'RIGHT-OF-WAY.  TO REACH THE STATION FROM WHERE HIGHWAY 99W (SOUTH 3RD
 AJ1541'STREET) CROSSES THE MARYS RIVER IN SOUTH CORVALLIS, GO SOUTH ON
 AJ1541'HIGHWAY 99W FOR 11.1 KM (6.90 MI) TO THE GREENBERRY STORE AND
 AJ1541'GREENBERRY ROAD ON THE RIGHT.  TURN RIGHT, WEST, ON GREENBERRY ROAD
 AJ1541'FOR 4.95 KM (3.05 MI) TO THE T JUNCTION OF BELLFOUNTAIN ROAD.  TURN
 AJ1541'LEFT, SOUTH, ON BELLFOUNTAIN ROAD FOR 0.46 KM (0.30 MI) TO THE
 AJ1541'JUNCTION OF STARR CREEK ROAD ON THE RIGHT.  CONTINUE SOUTH ON
 AJ1541'BELLFOUNTAIN ROAD FOR 0.57 KM (0.35 MI) TO THE STATION ON THE LEFT
 AJ1541'JUST PAST A GRAVEL DRIVE WAY.  THE STATION IS A 5 CM ALUMINUM BENTON
 AJ1541'COUNTY SURVEYORS OFFICE DISK SET IN TOP OF A 30 CM ROUND CONCRETE
 AJ1541'MONUMENT FLUSH WITH THE GROUND.  IT IS 22.2 M (72.8 FT) SOUTH FROM THE
 AJ1541'GRAVEL DRIVEWAY TO 29789 BELLFOUNTAIN ROAD, 11.8 M (38.7 FT) EAST FROM
 AJ1541'THE CENTER OF BELLFOUNTAIN ROAD, 0.76 M (2.49 FT) WEST FROM A FENCE,
 AJ1541'AND 0.45 M (1.48 FT) EAST FROM A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1062 ***********************************************************************
 OA1062  DESIGNATION -  BEST ROCK
 OA1062  PID         -  OA1062
 OA1062  STATE/COUNTY-  OR/CURRY
 OA1062  USGS QUAD   -  CAPE BLANCO (1996)
 OA1062
 OA1062                         *CURRENT SURVEY CONTROL
 OA1062  ___________________________________________________________________
 OA1062* NAD 83(1991)-  42 47 26.66140(N)    124 35 43.43845(W)     ADJUSTED  
 OA1062* NAVD 88     -              **(meters)            **(feet)            
 OA1062  ___________________________________________________________________
 OA1062  LAPLACE CORR-           9.81  (seconds)                    DEFLEC99
 OA1062  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 OA1062  HORZ ORDER  -  THIRD
 OA1062
 OA1062.The horizontal coordinates were established by classical geodetic methods
 OA1062.and adjusted by the National Geodetic Survey in October 1991.
 OA1062
 OA1062
 OA1062.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1062
 OA1062.The geoid height was determined by GEOID03.
 OA1062
 OA1062;                    North         East     Units Scale Factor Converg.
 OA1062;SPC OR S     -   133,055.404 1,165,087.726   MT  0.99991623   -2 48 06.7
 OA1062;SPC OR S     -   436,533.48  3,822,466.29   iFT  0.99991623   -2 48 06.7
 OA1062;UTM  10      - 4,738,811.405   369,519.859   MT  0.99980945   -1 05 02.2
 OA1062
 OA1062                          SUPERSEDED SURVEY CONTROL
 OA1062
 OA1062  NAD 83(1986)-  42 47 26.63610(N)    124 35 43.47438(W) AD(       ) 4
 OA1062  NAD 27      -  42 47 27.29000(N)    124 35 39.06300(W) AD(       ) 3
 OA1062
 OA1062.Superseded values are not recommended for survey control.
 OA1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1062.See file dsdata.txt to determine how the superseded data were derived.
 OA1062
 OA1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN6952038811(NAD 83)
 OA1062
 OA1062  HISTORY     - Date     Condition        Report By
 OA1062  HISTORY     - 1869     MONUMENTED       CGS
 OA1062
 OA1062                          STATION DESCRIPTION
 OA1062
 OA1062'DESCRIBED BY COAST AND GEODETIC SURVEY 1869 (AWC)
 OA1062'STATION IS ON THE LARGEST OF THE ROCKS OF ORFORD REEF, THE TOP OF
 OA1062'WHICH PRESENTS A ROUNDED APPEARANCE FROM ALL DIRECTIONS.  THE
 OA1062'STATION IS A LITTLE TO THE S OF THE MIDDLE OF THE ROCK, 143 FEET
 OA1062'ABOVE SEA LEVEL, AND IS MARKED BY A DRILL HOLE IN THE ROCK 3
 OA1062'INCHES DEEP COVERED WITH A GREAT CAIRN OF LOOSE STONES.  THIS
 OA1062'ROCK IS KNOWN AS TABLE ROCK AND IS DESCRIBED IN THE COAST PILOT.
 OA1062'IT IS IN THE NORTHERN PART OF THE REEF.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2657 ***********************************************************************
 RD2657  DESIGNATION -  BETH
 RD2657  PID         -  RD2657
 RD2657  STATE/COUNTY-  OR/MARION
 RD2657  USGS QUAD   -  SILVERTON (1985)
 RD2657
 RD2657                         *CURRENT SURVEY CONTROL
 RD2657  ___________________________________________________________________
 RD2657* NAD 83(1991)-  45 00 43.45865(N)    122 49 01.75576(W)     ADJUSTED  
 RD2657* NAVD 88     -        60.     (meters)     197.     (feet)  VERTCON   
 RD2657  ___________________________________________________________________
 RD2657  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 RD2657  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 RD2657  HORZ ORDER  -  SECOND
 RD2657
 RD2657.The horizontal coordinates were established by classical geodetic methods
 RD2657.and adjusted by the National Geodetic Survey in October 1991.
 RD2657
 RD2657.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD2657.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD2657
 RD2657.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2657
 RD2657.The geoid height was determined by GEOID03.
 RD2657
 RD2657;                    North         East     Units Scale Factor Converg.
 RD2657;SPC OR N     -   152,122.060 2,317,381.695   MT  0.99989830   -1 38 35.9
 RD2657;SPC OR N     -   499,088.12  7,602,958.32   iFT  0.99989830   -1 38 35.9
 RD2657;UTM  10      - 4,984,307.690   514,408.005   MT  0.99960255   +0 07 45.5
 RD2657
 RD2657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2657!SPC OR N     -   0.99999420  x   0.99989830  =   0.99989250
 RD2657!UTM  10      -   0.99999420  x   0.99960255  =   0.99959675
 RD2657
 RD2657:                Primary Azimuth Mark                     Grid Az
 RD2657:SPC OR N     -  OVERLAND                                 004 57 01.9
 RD2657:UTM  10      -  OVERLAND                                 003 10 40.5
 RD2657
 RD2657|---------------------------------------------------------------------|
 RD2657| PID    Reference Object                     Distance      Geod. Az  |
 RD2657|                                                           dddmmss.s |
 RD2657| CE2089 OVERLAND                                           0031826.0 |
 RD2657|---------------------------------------------------------------------|
 RD2657
 RD2657                          SUPERSEDED SURVEY CONTROL
 RD2657
 RD2657  NAD 83(1986)-  45 00 43.48128(N)    122 49 01.77054(W) AD(       ) 2
 RD2657  NAD 27      -  45 00 44.04597(N)    122 48 57.44333(W) AD(       ) 2
 RD2657  NGVD 29 (07/19/86)   59.     (m)          194.     (f) VERT ANG    3  
 RD2657
 RD2657.Superseded values are not recommended for survey control.
 RD2657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2657.See file dsdata.txt to determine how the superseded data were derived.
 RD2657
 RD2657_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ1440884308(NAD 83)
 RD2657_MARKER: Z = SEE DESCRIPTION
 RD2657_SETTING: 0 = UNSPECIFIED SETTING
 RD2657
 RD2657  HISTORY     - Date     Condition        Report By
 RD2657  HISTORY     - 1972     MONUMENTED       OR-047
 RD2657
 RD2657                          STATION DESCRIPTION
 RD2657
 RD2657'DESCRIBED BY MARION COUNTY OREGON 1972 (ADG)
 RD2657'THE STATION IS LOCATED ABOUT 1.9 MILES NORTHWEST OF THE CITY OF
 RD2657'SILVERTON AND SITUATED IN THE N.E. 1/4 OF THE N.W. 1/4 OF SECTION
 RD2657'33, TOWNSHIP 6 SOUTH, RANGE 1 WEST, WILLAMETTE MERIDIAN, MARION,
 RD2657'COUNTY, OREGON.
 RD2657'
 RD2657'TO REACH THE STATION FROM THE STEEL BRIDGE IN THE BUSINESS
 RD2657'DISTRICT OF DOWNTOWN SILVERTON, GO NORTHERLY AND WESTERLY ON
 RD2657'WATER STREET FOR ABOUT 8 BLOCK TO JAMES AVENUE.  TURN RIGHT ON
 RD2657'JAMES (NORTH) AND GO ONE BLOCK TO PINE STREET.  TURN LEFT (WEST)
 RD2657'ON PINE STREET AND MARKET ROAD NO. 26 AND GO A DISTANCE OF 1.35
 RD2657'MILES TO A 3-WAY INTERSECTION AND STATION MARK IN THE EXACT
 RD2657'CENTER OF SAID INTERSECTION.  THE ROAD GOING NORTH IS MARKET ROAD
 RD2657'NO. 18 AND GOES TO THE CITY OF MT. ANGEL.  A SERVICE STATION IS
 RD2657'IN THE NORTHWEST QUADRANT.  BETHANY SCHOOL IS A SHORT DISTANCE
 RD2657'TO THE WEST.
 RD2657'
 RD2657'THE STATION MARK IS A MARION COUNTY BRASS DISK STAMPED MARION
 RD2657'COUNTY.  T6S, R1W.  M.R. 18.  M.R. 26, SET IN THE TOP OF AN 8
 RD2657'INCH CYLINDRICAL CONCRETE POST AND 7 INCHES BELOW THE SURFACE OF
 RD2657'THE PAVEMENT.  A MARION COUNTY CAST IRON BOX ENCASES THE TOP OF
 RD2657'THE CONCRETE POST AND HAS A METAL COVER EMBOSSED WITH THE WORDS
 RD2657'MARION COUNTY MONUMENT.  THERE IS NO UNDERGROUND STATION MARK
 RD2657'FOR THIS STATION.
 RD2657'
 RD2657'AZIMUTH MARK IS STATION OVERLAND WHICH IS 0.47 MILE NORTH OF
 RD2657'STATION BETH AND IS THE FIRST ROAD ANGLE POINT NORTHERLY THEREOF.  A
 RD2657'GROWTH LINE OF TREES AND BRUSH GOES WEST OF POINT.  A FARM
 RD2657'ENTRANCE IS IMMEDIATELY NORTH OF GROWTH LINE.  A WOODEN FARM GATE
 RD2657'IS TO THE EAST OF POINT ON RIGHT-OF-WAY LINE.  THE AZIMUTH MARK
 RD2657'IS A MARION COUNTY BRASS DISK STAMPED MARION COUNTY.  T6S,
 RD2657'R1W.  M.R. 18.  P.I., SET IN THE TOP OF AN 8 INCH CYLINDRICAL
 RD2657'CONCRETE POST AND 7 INCHES BELOW THE SURFACE OF THE PAVEMENT.
 RD2657'A MARION COUNTY CAST IRON BOX ENCASES THE TOP OF THE CONCRETE
 RD2657'POST AND HAS A METAL COVER EMBOSSED WITH THE WORDS MARION
 RD2657'COUNTY MONUMENT.  THERE IS NO UNDERGROUND STATION MARK FOR
 RD2657'THIS AZIMUTH STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3725 ***********************************************************************
 RD3725  DESIGNATION -  BETHANY
 RD3725  PID         -  RD3725
 RD3725  STATE/COUNTY-  OR/WASHINGTON
 RD3725  USGS QUAD   -  LINNTON (1990)
 RD3725
 RD3725                         *CURRENT SURVEY CONTROL
 RD3725  ___________________________________________________________________
 RD3725* NAD 83(1991)-  45 33 19.14064(N)    122 49 44.25699(W)     ADJUSTED  
 RD3725* NAVD 88     -       109.     (meters)     358.     (feet)  SCALED    
 RD3725  ___________________________________________________________________
 RD3725  LAPLACE CORR-           1.74  (seconds)                    DEFLEC99
 RD3725  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 RD3725  HORZ ORDER  -  SECOND
 RD3725
 RD3725.The horizontal coordinates were established by classical geodetic methods
 RD3725.and adjusted by the National Geodetic Survey in October 1991.
 RD3725
 RD3725.The orthometric height was scaled from a topographic map.
 RD3725
 RD3725.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3725
 RD3725.The geoid height was determined by GEOID03.
 RD3725
 RD3725;                    North         East     Units Scale Factor Converg.
 RD3725;SPC OR N     -   212,492.508 2,318,191.522   MT  0.99991732   -1 39 06.0
 RD3725;SPC OR N     -   697,153.90  7,605,615.23   iFT  0.99991732   -1 39 06.0
 RD3725;UTM  10      - 5,044,656.300   513,349.695   MT  0.99960219   +0 07 19.6
 RD3725
 RD3725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3725!SPC OR N     -   0.99998649  x   0.99991732  =   0.99990381
 RD3725!UTM  10      -   0.99998649  x   0.99960219  =   0.99958869
 RD3725
 RD3725:                Primary Azimuth Mark                     Grid Az
 RD3725:SPC OR N     -  BETHANY AZ MK                            082 35 29.3
 RD3725:UTM  10      -  BETHANY AZ MK                            080 49 03.7
 RD3725
 RD3725|---------------------------------------------------------------------|
 RD3725| PID    Reference Object                     Distance      Geod. Az  |
 RD3725|                                                           dddmmss.s |
 RD3725| CE2315 BETHANY AZ MK                                      0805623.3 |
 RD3725| CE2318 BETHANY RM 3                         14.480 METERS 25309     |
 RD3725| RD3784 HILLSBORO MUNICIPAL TANK            APPROX.13.1 KM 2541801.0 |
 RD3725| CE2316 BETHANY RM 1                         12.115 METERS 29502     |
 RD3725| CE2317 BETHANY RM 2                         15.310 METERS 35842     |
 RD3725|---------------------------------------------------------------------|
 RD3725
 RD3725                          SUPERSEDED SURVEY CONTROL
 RD3725
 RD3725  NAD 83(1986)-  45 33 19.16128(N)    122 49 44.26051(W) AD(       ) 2
 RD3725  NAD 27      -  45 33 19.73971(N)    122 49 39.90333(W) AD(       ) 2
 RD3725
 RD3725.Superseded values are not recommended for survey control.
 RD3725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3725.See file dsdata.txt to determine how the superseded data were derived.
 RD3725
 RD3725_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1335044656(NAD 83)
 RD3725_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RD3725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD3725
 RD3725  HISTORY     - Date     Condition        Report By
 RD3725  HISTORY     - 1962     MONUMENTED       CGS
 RD3725  HISTORY     - 1971     SEE DESCRIPTION  NGS
 RD3725  HISTORY     - 20040519 MARK NOT FOUND   USPSQD
 RD3725
 RD3725                          STATION DESCRIPTION
 RD3725
 RD3725'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 RD3725'THE STATION IS LOCATED 0.15 MILE NORTH OF THE BETHANY BAPTIST
 RD3725'CHURCH, ABOUT 2 MILES EAST OF THE VILLAGE OF BETHANY, 2 MILES
 RD3725'NORTHWEST OF CEDAR MILL AND ABOUT 9 MILES NORTHWEST OF THE CENTER OF
 RD3725'PORTLAND.
 RD3725'
 RD3725'TO REACH FROM THE INTERSECTION OF SKYLINE BLVD. AND THOMPSON ROAD, GO
 RD3725'WEST ON THOMPSON ROAD TOWARD WEST UNION FOR 4.2 MILES TO KAISER ROAD,
 RD3725'TURN RIGHT AND GO NORTH ON KAISER ROAD FOR 0.8 MILE TO THE STATION
 RD3725'ON THE RIGHT JUST SOUTH OF THE HOME OF EUGENE WERNER JR.  TO REACH
 RD3725'THE AZIMUTH MARK FROM THE STATION, GO NORTH ON KAISER ROAD FOR
 RD3725'ABOUT 50 YARDS TO LAIDEN ROAD, TURN RIGHT AND GO EAST ON LAIDEN ROAD
 RD3725'FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 RD3725'
 RD3725'THE STATION MARK IS A STANDARD DISK, STAMPED BETHANY 1961, SET IN
 RD3725'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING 6-INCHES.
 RD3725'IT IS 20 FEET EAST OF THE CENTER LINE OF KAISER ROAD, 15 FEET SOUTH
 RD3725'OF A POWER LINE POLE AND 3.2 FEET EAST OF A WITNESS POST.
 RD3725'
 RD3725'REFERENCE MARK NO 1 IS A STANDARD DISK, STAMPED BETHANY NO 1 1961,
 RD3725'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING
 RD3725'6-INCHES.  IT IS 36.7 FEET NORTHWEST OF THE WITNESS POST, 17 FEET
 RD3725'WEST OF THE CENTER LINE OF KAISER ROAD AND 1 FOOT NORTHWEST OF A
 RD3725'POWER LINE POLE.
 RD3725'
 RD3725'REFERENCE MARK NO 2 IS A STANDARD DISK, STAMPED BETHANY NO 2 1961,
 RD3725'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING
 RD3725'1-INCH.  IT IS 35 FEET NORTH OF THE POWER LINE POLE, 50 FEET NORTH OF
 RD3725'THE WITNESS POST AND 17 FEET EAST OF THE CENTER LINE OF KAISER ROAD.
 RD3725'
 RD3725'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BETHANY 1961, SET IN
 RD3725'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING 2-INCHES.
 RD3725'IT IS 17 FEET SOUTH OF THE CENTER LINE OF LAIDEN ROAD, 1.7 FEET WEST
 RD3725'OF A POWER LINE POLE AND 1.6 FEET SOUTHWEST OF A WITNESS POST.
 RD3725
 RD3725                          STATION RECOVERY (1971)
 RD3725
 RD3725'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 RD3725'THE STATION MARK, REFERENCE MARK NO. 2, AND THE AZIMUTH MARK WERE
 RD3725'RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 1 HAD BEEN
 RD3725'DESTROYED.  REFERENCE MARK NO. 3 WAS ESTABLISHED.  A NEW AND
 RD3725'COMPLETE DESCRIPTION FOLLOWS.
 RD3725'
 RD3725'THE STATION IS 10 MILES NORTHWEST OF PORTLAND, 2.5 MILES NORTHEAST OF
 RD3725'THE SETTLEMENT OF BETHANY, AND 0.15 MILE NORTH OF THE BETHANY
 RD3725'BAPTIST CHURCH ON THE RIGHT-OF-WAY OF NW KAISER ROAD.
 RD3725'
 RD3725'TO REACH THE STATION FROM THE INTERSECTION OF NW WEST UNION ROAD,
 RD3725'AND NW 185TH AVENUE, IN THE SETTLEMENT OF BETHANY, GO EAST ON NW
 RD3725'WEST UNION ROAD FOR 2.3 MILES TO NW KAISER ROAD, ON THE LEFT, TURN
 RD3725'LEFT, AND GO NORTH ON NW KAISER ROAD FOR 0.9 MILE TO THE STATION ON
 RD3725'THE RIGHT.
 RD3725'
 RD3725'THE STATION MARK, STAMPED BETHANY 1961, IS A STANDARD DISK SET IN A
 RD3725'10-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH, 225 FEET SOUTH OF
 RD3725'THE INTERSECTION OF NW KAISER ROAD, AND NW LAIDLAW ROAD, 40 FEET
 RD3725'SOUTH OF THE CENTER OF THE DRIVEWAY TO MR. EUGENE WERNER JR.
 RD3725'RESIDENCE, 22 FEET EAST OF THE CENTER OF NW KAISER ROAD, 16.5 FEET
 RD3725'SOUTH OF A POWER POLE WITH A TRANSFORMER, AND 3 FEET EAST OF A METAL
 RD3725'WITNESS POST.  (NOTE 1A AND 7A)
 RD3725'
 RD3725'REFERENCE MARK NO. 2, STAMPED BETHANY NO 2 1961, IS A STANDARD DISK
 RD3725'SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH, 19 FEET
 RD3725'EAST OF THE CENTER OF NW KAISER ROAD, 11 FEET NORTH OF THE CENTER
 RD3725'OF THE DRIVEWAY, AND 2 FEET SOUTH OF MR. WERNERS MAILBOX.  (NOTE
 RD3725'11A)
 RD3725'
 RD3725'REFERENCE MARK NO. 3, STAMPED BETHANY 1961 NO 3 1971, IS A STANDARD
 RD3725'DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 1
 RD3725'INCH, 56 FEET SOUTHWEST, AND ACROSS THE ROAD FROM THE POWER POLE,
 RD3725'20 FEET WEST OF THE CENTER OF NW KAISER ROAD, AND 1 FOOT NORTH OF
 RD3725'A METAL WITNESS POST.  (NOTE 11A)
 RD3725'
 RD3725'DISTANCE BETWEEN R.M. NO. 2, AND R.M. NO. 3 IS 77.84 FEET OR 23.726
 RD3725'METERS.
 RD3725'
 RD3725'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH FOR 225 FEET TO
 RD3725'NW LAIDLAW ROAD, TURN RIGHT, AND GO EAST ON NW LAIDLAW ROAD FOR 0.3
 RD3725'MILE TO THE AZIMUTH MARK ON THE RIGHT.
 RD3725'
 RD3725'THE AZIMUTH MARK, STAMPED BETHANY 1961, IS A STANDARD DISK SET IN A
 RD3725'10-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH, 17 FEET SOUTH OF THE
 RD3725'CENTER OF NW LAIDLAW ROAD, 3 FEET WEST OF A POWER POLE, AND 1 FOOT
 RD3725'WEST OF A METAL WITNESS POST.  (NOTE 16A)
 RD3725'
 RD3725'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 2.5 MILES
 RD3725'NORTHEAST OF BETHANY.
 RD3725
 RD3725                          STATION RECOVERY (2004)
 RD3725
 RD3725'RECOVERY NOTE BY US POWER SQUADRON 2004 (RHC)
 RD3725'KAISER RD HAS BEEN RELOCATED 4 BLOCKS TO THE WEST, GPS USED TO LOCATE
 RD3725'SITE AND IT IS APPARENT THAT THE SITE HAS BEEN DISTURBED AND
 RD3725'COMPLETELY CHANGED. CONSIDER SITE LOST, REFERENCE MARKS AND AZIMUTH
 RD3725'MARKS ALSO. THE ADJOINING ROADS ARE NOW STREETS WITH SIDEWALKS AND
 RD3725'REALIGNMENTS HAVE MOVED THE CENTERLINE OF THE ROADS TO PLACES WHERE
 RD3725'THEY CAN NOT BE RECONSTRUCTED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0028 ***********************************************************************
 PA0028  DESIGNATION -  BF 313
 PA0028  PID         -  PA0028
 PA0028  STATE/COUNTY-  OR/HARNEY
 PA0028  USGS QUAD   -  DRINKWATER PASS (1990)
 PA0028
 PA0028                         *CURRENT SURVEY CONTROL
 PA0028  ___________________________________________________________________
 PA0028* NAD 83(1986)-  43 46 33.     (N)    118 22 12.     (W)     SCALED    
 PA0028* NAVD 88     -      1130.387  (meters)    3708.61   (feet)  ADJUSTED  
 PA0028  ___________________________________________________________________
 PA0028  GEOID HEIGHT-         -18.39  (meters)                     GEOID03
 PA0028  DYNAMIC HT  -        1129.900 (meters)    3707.01  (feet)  COMP
 PA0028  MODELED GRAV-     980,149.6   (mgal)                       NAVD 88
 PA0028
 PA0028  VERT ORDER  -  FIRST     CLASS II
 PA0028
 PA0028.The horizontal coordinates were scaled from a topographic map and have
 PA0028.an estimated accuracy of +/- 6 seconds.
 PA0028
 PA0028.The orthometric height was determined by differential leveling
 PA0028.and adjusted in June 1991.
 PA0028
 PA0028.The geoid height was determined by GEOID03.
 PA0028
 PA0028.The dynamic height is computed by dividing the NAVD 88
 PA0028.geopotential number by the normal gravity value computed on the
 PA0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0028.degrees latitude (g = 980.6199 gals.).
 PA0028
 PA0028.The modeled gravity was interpolated from observed gravity values.
 PA0028
 PA0028;                    North         East    Units  Estimated Accuracy
 PA0028;SPC OR S     -   236,480.    1,671,450.      MT  (+/- 180 meters Scaled)
 PA0028
 PA0028                          SUPERSEDED SURVEY CONTROL
 PA0028
 PA0028  NGVD 29 (??/??/92) 1129.263  (m)         3704.92   (f) ADJ UNCH    1 2
 PA0028
 PA0028.Superseded values are not recommended for survey control.
 PA0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0028.See file dsdata.txt to determine how the superseded data were derived.
 PA0028
 PA0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ897478(NAD 83)
 PA0028_MARKER: DD = SURVEY DISK
 PA0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PA0028_STAMPING: BF-313 1934
 PA0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0028+STABILITY: SURFACE MOTION
 PA0028
 PA0028  HISTORY     - Date     Condition        Report By
 PA0028  HISTORY     - 1934     MONUMENTED       ORDT
 PA0028  HISTORY     - 1944     GOOD             NGS
 PA0028  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 PA0028  HISTORY     - 19870801 MARK NOT FOUND   USGS
 PA0028
 PA0028                          STATION DESCRIPTION
 PA0028
 PA0028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 PA0028'3.3 MI S FROM DREWSEY.
 PA0028'2.6 MILES SOUTH ALONG THE COUNTY ROAD FROM THE POST OFFICE AT DREWSEY,
 PA0028'THENCE 0.7 MILE SOUTHWEST ALONG U.S. HIGHWAY NO. 20, SET ON THE
 PA0028'SOUTHEAST SLOPE OF THE HILL, 34 FEET NORTHWEST OF THE CENTER-LINE OF
 PA0028'THE HIGHWAY, 2.3 FEET SOUTH OF REFERENCE POST.  A OREGON STATE
 PA0028'DEPARTMENT OF HIGHWAYS DISK SET IN TOP OF A CONCRETE POST.
 PA0028
 PA0028                          STATION RECOVERY (1987)
 PA0028
 PA0028'RECOVERY NOTE BY US POWER SQUADRON 1987 (DMP)
 PA0028'MARK NOT FOUND.
 PA0028
 PA0028                          STATION RECOVERY (1987)
 PA0028
 PA0028'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (DMP)
 PA0028'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0058 ***********************************************************************
 PA0058  DESIGNATION -  BF 326
 PA0058  PID         -  PA0058
 PA0058  STATE/COUNTY-  OR/HARNEY
 PA0058  USGS QUAD   -  PETES MOUNTAIN (1990)
 PA0058
 PA0058                         *CURRENT SURVEY CONTROL
 PA0058  ___________________________________________________________________
 PA0058* NAD 83(1986)-  43 46 45.     (N)    118 13 51.     (W)     SCALED    
 PA0058* NAVD 88     -      1163.225  (meters)    3816.35   (feet)  ADJUSTED  
 PA0058  ___________________________________________________________________
 PA0058  GEOID HEIGHT-         -18.28  (meters)                     GEOID03
 PA0058  DYNAMIC HT  -        1162.704 (meters)    3814.64  (feet)  COMP
 PA0058  MODELED GRAV-     980,131.0   (mgal)                       NAVD 88
 PA0058
 PA0058  VERT ORDER  -  FIRST     CLASS II
 PA0058
 PA0058.The horizontal coordinates were scaled from a topographic map and have
 PA0058.an estimated accuracy of +/- 6 seconds.
 PA0058
 PA0058.The orthometric height was determined by differential leveling
 PA0058.and adjusted in June 1991.
 PA0058
 PA0058.The geoid height was determined by GEOID03.
 PA0058
 PA0058.The dynamic height is computed by dividing the NAVD 88
 PA0058.geopotential number by the normal gravity value computed on the
 PA0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0058.degrees latitude (g = 980.6199 gals.).
 PA0058
 PA0058.The modeled gravity was interpolated from observed gravity values.
 PA0058
 PA0058;                    North         East    Units  Estimated Accuracy
 PA0058;SPC OR S     -   237,140.    1,682,640.      MT  (+/- 180 meters Scaled)
 PA0058
 PA0058                          SUPERSEDED SURVEY CONTROL
 PA0058
 PA0058  NGVD 29 (??/??/92) 1162.088  (m)         3812.62   (f) ADJ UNCH    1 2
 PA0058
 PA0058.Superseded values are not recommended for survey control.
 PA0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0058.See file dsdata.txt to determine how the superseded data were derived.
 PA0058
 PA0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ009480(NAD 83)
 PA0058_MARKER: DD = SURVEY DISK
 PA0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PA0058_STAMPING: BF 326
 PA0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0058+STABILITY: SURFACE MOTION
 PA0058
 PA0058  HISTORY     - Date     Condition        Report By
 PA0058  HISTORY     - UNK      MONUMENTED       ORDT
 PA0058  HISTORY     - 1943     GOOD             NGS
 PA0058  HISTORY     - 1967     GOOD             NGS
 PA0058
 PA0058                          STATION DESCRIPTION
 PA0058
 PA0058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PA0058'9.5 MI W FROM JUNTURA.
 PA0058'ALONG U.S. HIGHWAY 20, ABOUT 9.5 MILES WEST OF THE STATION AT JUNTURA,
 PA0058'MALHEUR COUNTY, AT HIGHWAY MILAGE 180.4, AT THE HARNEY-MALHEUR COUNTY
 PA0058'LINE, 0.05 MILE WEST OF A 5 FOOT BOX CULVERT, 61 FEET SOUTHWEST OF THE
 PA0058'CENTER OF THE HIGHWAY, 2 FEET NORTHEAST OF A REFERENCE POST AND 4 FEET
 PA0058'BELOW THE LEVEL OF THE HIGHWAY.
 PA0058
 PA0058                          STATION RECOVERY (1967)
 PA0058
 PA0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 PA0058'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0052 ***********************************************************************
 PA0052  DESIGNATION -  BG 326
 PA0052  PID         -  PA0052
 PA0052  STATE/COUNTY-  OR/HARNEY
 PA0052  USGS QUAD   -  DRINKWATER PASS (1990)
 PA0052
 PA0052                         *CURRENT SURVEY CONTROL
 PA0052  ___________________________________________________________________
 PA0052* NAD 83(1986)-  43 47 02.     (N)    118 15 32.     (W)     SCALED    
 PA0052* NAVD 88     -      1200.493  (meters)    3938.62   (feet)  ADJUSTED  
 PA0052  ___________________________________________________________________
 PA0052  GEOID HEIGHT-         -18.29  (meters)                     GEOID03
 PA0052  DYNAMIC HT  -        1199.946 (meters)    3936.82  (feet)  COMP
 PA0052  MODELED GRAV-     980,122.3   (mgal)                       NAVD 88
 PA0052
 PA0052  VERT ORDER  -  FIRST     CLASS II
 PA0052
 PA0052.The horizontal coordinates were scaled from a topographic map and have
 PA0052.an estimated accuracy of +/- 6 seconds.
 PA0052
 PA0052.The orthometric height was determined by differential leveling
 PA0052.and adjusted in June 1991.
 PA0052
 PA0052.The geoid height was determined by GEOID03.
 PA0052
 PA0052.The dynamic height is computed by dividing the NAVD 88
 PA0052.geopotential number by the normal gravity value computed on the
 PA0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0052.degrees latitude (g = 980.6199 gals.).
 PA0052
 PA0052.The modeled gravity was interpolated from observed gravity values.
 PA0052
 PA0052;                    North         East    Units  Estimated Accuracy
 PA0052;SPC OR S     -   237,610.    1,680,370.      MT  (+/- 180 meters Scaled)
 PA0052
 PA0052                          SUPERSEDED SURVEY CONTROL
 PA0052
 PA0052  NGVD 29 (??/??/92) 1199.348  (m)         3934.86   (f) ADJ UNCH    1 2
 PA0052
 PA0052.Superseded values are not recommended for survey control.
 PA0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0052.See file dsdata.txt to determine how the superseded data were derived.
 PA0052
 PA0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ987486(NAD 83)
 PA0052_MARKER: DD = SURVEY DISK
 PA0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PA0052_STAMPING: BG 326 P T
 PA0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0052+STABILITY: SURFACE MOTION
 PA0052
 PA0052  HISTORY     - Date     Condition        Report By
 PA0052  HISTORY     - UNK      MONUMENTED       ORDT
 PA0052  HISTORY     - 1943     GOOD             NGS
 PA0052  HISTORY     - 1967     GOOD             NGS
 PA0052  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 PA0052  HISTORY     - 19870801 MARK NOT FOUND   USGS
 PA0052
 PA0052                          STATION DESCRIPTION
 PA0052
 PA0052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PA0052'11.2 MI W FROM JUNTURA.
 PA0052'ABOUT 11.2 MILES WEST ALONG U.S. HIGHWAY 20 FROM THE STATION AT
 PA0052'JUNTURA, MALHEUR COUNTY, AT HIGHWAY MILAGE 178.7, AT THE NORTH END OF
 PA0052'A LONG FILL AND THE EAST END OF A CURVE, 109 FEET NORTH OF THE CENTER
 PA0052'OF THE HIGHWAY AND 2 FEET SOUTH OF A REFERENCE POST.
 PA0052
 PA0052                          STATION RECOVERY (1967)
 PA0052
 PA0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 PA0052'RECOVERED IN GOOD CONDITION.
 PA0052
 PA0052                          STATION RECOVERY (1987)
 PA0052
 PA0052'RECOVERY NOTE BY US POWER SQUADRON 1987 (DMP)
 PA0052'MARK NOT FOUND.
 PA0052
 PA0052                          STATION RECOVERY (1987)
 PA0052
 PA0052'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (DMP)
 PA0052'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0656 ***********************************************************************
 QE0656  SACS        -  This is a Secondary Airport Control Station.
 QE0656  DESIGNATION -  BICKFORD
 QE0656  PID         -  QE0656
 QE0656  STATE/COUNTY-  OR/BENTON
 QE0656  USGS QUAD   -  GREENBERRY (1975)
 QE0656
 QE0656                         *CURRENT SURVEY CONTROL
 QE0656  ___________________________________________________________________
 QE0656* NAD 83(2007)-  44 29 22.26002(N)    123 16 50.49738(W)     ADJUSTED  
 QE0656* NAVD 88     -        75.072  (meters)     246.30   (feet)  ADJUSTED  
 QE0656  ___________________________________________________________________
 QE0656  EPOCH DATE  -        2007.00
 QE0656  X           -  -2,500,921.840 (meters)                     COMP
 QE0656  Y           -  -3,810,086.800 (meters)                     COMP
 QE0656  Z           -   4,447,093.907 (meters)                     COMP
 QE0656  LAPLACE CORR-          -5.20  (seconds)                    DEFLEC99
 QE0656  ELLIP HEIGHT-          52.337 (meters)          (02/10/07) ADJUSTED
 QE0656  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 QE0656  DYNAMIC HT  -          75.067 (meters)     246.28  (feet)  COMP
 QE0656
 QE0656  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 QE0656  Type    PID    Designation                      North   East  Ellip
 QE0656  -------------------------------------------------------------------
 QE0656  NETWORK QE0656 BICKFORD                          0.45   0.31   1.33
 QE0656  -------------------------------------------------------------------
 QE0656  MODELED GRAV-     980,554.5   (mgal)                       NAVD 88
 QE0656
 QE0656  VERT ORDER  -  FIRST     CLASS II
 QE0656
 QE0656.This mark is at Corvallis Municipal Airport (CVO)
 QE0656
 QE0656.The horizontal coordinates were established by GPS observations
 QE0656.and adjusted by the National Geodetic Survey in February 2007.
 QE0656
 QE0656.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 QE0656.See www.ngs.noaa.gov/NationalReadjustment for more information.
 QE0656.The horizontal coordinates are valid at the epoch date displayed above.
 QE0656.The epoch date for horizontal control is a decimal equivalence
 QE0656.of Year/Month/Day.
 QE0656
 QE0656.The orthometric height was determined by differential leveling
 QE0656.and adjusted in June 1991.
 QE0656
 QE0656.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QE0656
 QE0656.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE0656
 QE0656.The ellipsoidal height was determined by GPS observations
 QE0656.and is referenced to NAD 83.
 QE0656
 QE0656.The geoid height was determined by GEOID03.
 QE0656
 QE0656.The dynamic height is computed by dividing the NAVD 88
 QE0656.geopotential number by the normal gravity value computed on the
 QE0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0656.degrees latitude (g = 980.6199 gals.).
 QE0656
 QE0656.The modeled gravity was interpolated from observed gravity values.
 QE0656
 QE0656;                    North         East     Units Scale Factor Converg.
 QE0656;SPC OR N     -    95,243.439 2,278,864.580   MT  0.99996433   -1 58 19.3
 QE0656;SPC OR N     -   312,478.47  7,476,589.83   iFT  0.99996433   -1 58 19.3
 QE0656;UTM  10      - 4,926,283.029   477,681.481   MT  0.99960613   -0 11 48.1
 QE0656
 QE0656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE0656!SPC OR N     -   0.99999179  x   0.99996433  =   0.99995612
 QE0656!UTM  10      -   0.99999179  x   0.99960613  =   0.99959793
 QE0656
 QE0656|---------------------------------------------------------------------|
 QE0656| PID    Reference Object                     Distance      Geod. Az  |
 QE0656|                                                           dddmmss.s |
 QE0656| QE0657 BICKFORD RM 1                        10.112 METERS 08512     |
 QE0656| QE0658 BICKFORD RM 2                        11.455 METERS 18819     |
 QE0656| QE0659 BICKFORD AZ MK                      APPROX. 0.5 KM 2702238.9 |
 QE0656| QE2063 CORVALLIS MUN APT TANK              APPROX. 1.8 KM 3500501.7 |
 QE0656|---------------------------------------------------------------------|
 QE0656
 QE0656                          SUPERSEDED SURVEY CONTROL
 QE0656
 QE0656  NAD 83(1998)-  44 29 22.25649(N)    123 16 50.49912(W) AD(       ) 1
 QE0656  ELLIP H (07/02/01)   52.374  (m)                       GP(       ) 3 2
 QE0656  NAD 83(1998)-  44 29 22.25647(N)    123 16 50.49913(W) AD(       ) 1
 QE0656  ELLIP H (07/02/97)   52.376  (m)                       GP(       ) 3 1
 QE0656  NAD 83(1991)-  44 29 22.25438(N)    123 16 50.49773(W) AD(       ) 3
 QE0656  ELLIP H (10/15/91)   52.494  (m)                       GP(       ) 4 1
 QE0656  NAD 83(1986)-  44 29 22.27676(N)    123 16 50.52400(W) AD(       ) 3
 QE0656  NAD 27      -  44 29 22.83769(N)    123 16 46.16942(W) AD(       ) 3
 QE0656  NAVD 88 (07/02/97)   75.07   (m)          246.3    (f) LEVELING    3  
 QE0656  NGVD 29 (??/??/92)   74.058  (m)          242.97   (f) ADJ UNCH    1 2
 QE0656
 QE0656.Superseded values are not recommended for survey control.
 QE0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0656.See file dsdata.txt to determine how the superseded data were derived.
 QE0656
 QE0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ7768126283(NAD 83)
 QE0656_MARKER: DS = TRIANGULATION STATION DISK
 QE0656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0656_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QE0656_STAMPING: BICKFORD 1945
 QE0656_MARK LOGO: CGS   
 QE0656_MAGNETIC: N = NO MAGNETIC MATERIAL
 QE0656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0656+STABILITY: SURFACE MOTION
 QE0656_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QE0656+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2002
 QE0656
 QE0656  HISTORY     - Date     Condition        Report By
 QE0656  HISTORY     - 1945     MONUMENTED       CGS
 QE0656  HISTORY     - 1968     GOOD             CGS
 QE0656  HISTORY     - 1968     GOOD             NGS
 QE0656  HISTORY     - 1977     GOOD             NGS
 QE0656  HISTORY     - 1977     GOOD             NGS
 QE0656  HISTORY     - 1980     GOOD             NGS
 QE0656  HISTORY     - 1981     GOOD             NGS
 QE0656  HISTORY     - 1981     GOOD             USGS
 QE0656  HISTORY     - 1988     GOOD             EGPSSC
 QE0656  HISTORY     - 19890615 GOOD             NGS
 QE0656  HISTORY     - 19960828 GOOD             CHANCE
 QE0656  HISTORY     - 19971030 GOOD             NGS
 QE0656  HISTORY     - 20020226 GOOD             ORION
 QE0656
 QE0656                          STATION DESCRIPTION
 QE0656
 QE0656'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (ANS)
 QE0656'STATION IS 5 MILES SSW OF CORVALLIS, ON THE S SIDE OF THE
 QE0656'CORVALLIS AIRPORT, NOW A U.S. MARINE CORPS AIR BASE.  IT IS NEAR
 QE0656'THE SE CORNER OF THE MILITARY AIRFIELD, 62.1 FEET S OF THE CENTER
 QE0656'OF THE MOST S E-W TAXI STRIP, AND 61.8 FEET E OF THE CENTER OF
 QE0656'A PARKWAY (SECOND PARKWAY W OF THE SE CORNER OF THE FIELD).
 QE0656'
 QE0656'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A CONCRETE
 QE0656'POST AND IS STAMPED BICKFORD 1945.
 QE0656'
 QE0656'REFERENCE MARK 1 IS 60.2 FEET S OF THE CENTER OF THE TAXI STRIP
 QE0656'AND 95.0 FEET E OF THE CENTER OF THE PARKWAY.  IT IS A BRONZE
 QE0656'REFERENCE DISK SET IN TOP OF A CONCRETE POST AND IS STAMPED
 QE0656'BICKFORD NO 1 1945.
 QE0656'
 QE0656'REFERENCE MARK 2 IS 99.7 FEET S OF THE CENTER OF THE TAXI STRIP
 QE0656'AND 55.5 FEET E OF THE CENTER OF THE PARKWAY.  IT IS A BRONZE
 QE0656'REFERENCE DISK SET IN TOP OF A CONCRETE POST AND IS STAMPED
 QE0656'BICKFORD NO 2 1945.
 QE0656'
 QE0656'AZIMUTH MARK IS 0.35 MILE W OF THE STATION, 50.2 FEET S OF THE
 QE0656'CENTER OF THE E-W TAXI STRIP, AND 94 FEET W OF THE CENTER OF A
 QE0656'PARKWAY.  IT IS A BRONZE AZIMUTH DISK SET IN THE TOP OF A 12-INCH
 QE0656'SQUARE CONCRETE POST AND IS STAMPED BICKFORD 1945.
 QE0656'
 QE0656'ALL MARKS ARE FLUSH WITH THE SURFACE OF THE GROUND.
 QE0656'
 QE0656'TO REACH THE STATION FROM THE N END OF MARYS RIVER BRIDGE IN
 QE0656'CORVALLIS, GO S ON U.S. HIGHWAY 99W FOR 3.5 MILES TO THE ENTRANCE
 QE0656'OF THE AIRPORT AND SENTRY GATE ON THE W SIDE OF THE HIGHWAY.  FROM
 QE0656'THE GATE FOLLOW THE MAIN ROAD FOR ABOUT 0.5 MILE W TO ITS
 QE0656'END.  TURN LEFT (S) TOWARDS WATER TANK AND HANGAR.  FOLLOW IN A
 QE0656'S DIRECTION AROUND THE E END OF THE HANGAR, THENCE CROSS THE
 QE0656'CONCRETE RUNWAY AND TURN LEFT (E) TO THE OUTSIDE N-S TAXI STRIP
 QE0656'AROUND THE E SIDE OF THE FIELD, FOLLOW THIS TAXI STRIP TO THE
 QE0656'SE CORNER OF THE FIELD TO THE MOST S E-W TAXI STRIP.  TURN
 QE0656'RIGHT (W) TO THE SECOND PARKWAY AND THE STATION.
 QE0656
 QE0656                          STATION RECOVERY (1968)
 QE0656
 QE0656'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (NET)
 QE0656'THE STATION MARK, STAMPED BICKFORD 1945, REFERENCE MARK NO. 1,
 QE0656'STAMPED BICKFORD NO 1 1945, REFERENCE MARK NO. 2, STAMPED BICKFORD
 QE0656'NO 2 1945 AND THE AZIMUTH MARK, STAMPED BICKFORD 1945 WERE
 QE0656'RECOVERED AS DESCRIBED.  A METAL WITNESS POST WAS PLACED 1 FOOT
 QE0656'NORTH OF THE STATION MARK.  A METAL WITNESS POST WAS PLACED 1
 QE0656'FOOT NORTH OF THE AZIMUTH MARK.  THE TO REACH IS ADEQUATE FOR
 QE0656'RECOVERY.
 QE0656
 QE0656                          STATION RECOVERY (1968)
 QE0656
 QE0656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 QE0656'5.0 MI S FROM CORVALLIS.
 QE0656'THIS STATION WAS RECOVERED IN GOOD CONDITION WITH R.M. NO. 1 AND R.M.
 QE0656'NO. 2, AND THE AZIMUTH MARK.  NO PREVIOUS DESCRIPTION AVAILABLE, A NEW
 QE0656'DESCRIPTION FOLLOWS-- THIS MARK IS 5 MILES SOUTH OF CORVALLIS, ON THE
 QE0656'SOUTH SIDE OF THE CORVALLIS AIRPORT.  IT IS NEAR THE SOUTHEAST CORNER
 QE0656'OF THE FIELD, 62.1 FT. SOUTH OF THE CLOSED EAST-WEST TAXIWAY, AND 61.8
 QE0656'FT. EAST OF THE CENTER OF THE SECOND WARM UP PAD WEST OF THE SOUTHEAST
 QE0656'CORNER OF THE FIELD.  MARK IS A STANDARD TRIANGULATION STATION DISK
 QE0656'SET IN THE TOP OF A CONCRETE POST AND STAMPED BICKFORD 1945. R.M. NO.
 QE0656'1 IS 33.17 FT. EAST OF STATION BICKFORD.  R.M. NO. 2 IS 37.57 FT.
 QE0656'SOUTH OF STATION BICKFORD.  AZIMUTH MARK IS 0.35 MILE WEST OF STATION
 QE0656'BICKFORD.
 QE0656
 QE0656                          STATION RECOVERY (1977)
 QE0656
 QE0656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JVD)
 QE0656'THE STATION, RM 1, RM 2, AND THE AZIMUTH MARK WERE RECOVERED IN
 QE0656'GOOD CONDITION.  PREVIOUS DESCRIPTIONS ARE ADEQUATE FOR RECOVERY.
 QE0656'
 QE0656'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QE0656'AT CORVALLIS MUNICIPAL AIRPORT.
 QE0656
 QE0656                          STATION RECOVERY (1977)
 QE0656
 QE0656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 QE0656'RECOVERED IN GOOD CONDITION.
 QE0656
 QE0656                          STATION RECOVERY (1980)
 QE0656
 QE0656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 QE0656'THE STATION, AZIMUTH MARK, REFERENCE MARK 1 AND REFERENCE MARK
 QE0656'2 WERE RECOVERED IN GOOD CONDITION.  THE ANGLE AND DISTANCES CHECKED
 QE0656'FAVORABLY WITH THE PREVIOUS OBSERVATIONS.
 QE0656'
 QE0656'THE STATION IS LOCATED ABOUT 5 MILES SOUTH-SOUTHWEST OF CORVALLIS,
 QE0656'NEAR THE SOUTHEAST CORNER OF THE CORVALLIS AIRPORT.
 QE0656'
 QE0656'TO REACH THE STATION FROM THE NORTH END OF HIGHWAY 99 W BRIDGE OVER
 QE0656'THE MARYS RIVER GO SOUTH ON 99 W FOR 3.4 MILES, TURN RIGHT ON AIRPORT
 QE0656'ROAD AND GO 0.8 MILE TO WHERE THE ROAD BENDS SHARPLY SOUTH, GO SOUTH
 QE0656'0.2 MILE TO A ROAD FORK, TURN LEFT AND GO 0.1 MILE TO THE EAST END OF
 QE0656'A LARGE HANGER, CONTINUE SOUTHERLY 0.2 MILE TO AN ACTIVE EAST-WEST
 QE0656'TAXI STRIP, FOLLOW THE TAXI STRIP EAST FOR 0.35 MILE TO THE EAST END
 QE0656'OF A RUNWAY.  CROSS RUNWAY AND GO SOUTHERLY ON A CLOSED RUNWAY FOR
 QE0656'0.6 MILE TO WHERE IT TURNS WEST.  GO WEST FOR 0.05 MILE TO THE
 QE0656'STATION ON THE LEFT.
 QE0656'
 QE0656'THE STATION IS A STANDARD US COAST AND GEODETIC SURVEY (NOW NOS) DISK
 QE0656'STAMPED---BICKFORD 1945---SET INTO THE TOP OF A SQUARE CONCRETE
 QE0656'MONUMENT 25 CM (10 INCHES) ON SIDE FLUSH WITH THE GROUND LOCATED
 QE0656'11.28 METERS (37.0 FEET) S FROM THE S EDGE OF A TAXIWAY THAT IS NO
 QE0656'LONGER USED, 9.66 METERS (31.7 FEET) E FROM THE EAST EDGE OF A PAVED
 QE0656'PARKING AREA, AND 0.30 METER (1.0 FOOT) S FROM A METAL WITNESS POST.
 QE0656'
 QE0656'REFERENCE MARK NO. 1 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 QE0656'NOS) DISK STAMPED---BICKFORD NO 1 1945---SET INTO THE TOP OF A
 QE0656'SQUARE CONCRETE MONUMENT 25 CM (10 INCHES) ON SIDE FLUSH WITH THE
 QE0656'GROUND LOCATED 18.3 METERS (60 FEET) S FROM THE CENTERLINE OF A
 QE0656'CLOSED TAXIWAY, 29.0 METERS (95 FEET) E FROM THE CENTERLINE OF A
 QE0656'PAVED PARKING STRIP, AND IS LEVEL WITH THE STATION.
 QE0656'
 QE0656'REFERENCE MARK NO. 2 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 QE0656'NOS) DISK STAMPED---BICKFORD NO 2 1945---SET INTO THE TOP OF A
 QE0656'SQUARE CONCRETE MONUMENT 25 CM (10 INCHES) ON SIDE FLUSH WITH THE
 QE0656'GROUND LOCATED 30.48 METERS (100.0 FEET) S FROM THE CENTERLINE OF A
 QE0656'CLOSED TAXIWAY AND 16.8 METERS (55 FEET) E FROM THE CENTERLINE OF AN
 QE0656'OLD PARKING STRIP.
 QE0656'
 QE0656'AZIMUTH MARK IS LOCATED 15.30 METERS (50.2 FEET)
 QE0656'S FROM THE CENTERLINE OF A CLOSED TAXI-STRIP, 28.65 METERS (94.0
 QE0656'FEET) W FROM THE CENTERLINE OF AN OLD PARKING AREA, AND 0.3 METER (1
 QE0656'FOOT) S FROM A METAL WITNESS POST.
 QE0656'
 QE0656'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE WEST ON THE
 QE0656'ABANDONED TAXIWAY FOR 0.35 MILE TO THE MARK ON THE LEFT.
 QE0656
 QE0656                          STATION RECOVERY (1981)
 QE0656
 QE0656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (MWJ)
 QE0656'STATION MARK RECOVERED AS DESCRIBED.
 QE0656'
 QE0656'THE AZIMUTH MARK AND RMS WERE NOT SEARCHED FOR.
 QE0656'
 QE0656'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT CORVALLIS
 QE0656'MUNICIPAL AIRPORT.
 QE0656
 QE0656                          STATION RECOVERY (1981)
 QE0656
 QE0656'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 QE0656'RECOVERED IN GOOD CONDITION.
 QE0656
 QE0656                          STATION RECOVERY (1988)
 QE0656
 QE0656'RECOVERY NOTE BY EAGLE GPS SURVEYING CORPORATION 1988 (WLC)
 QE0656'THE STATION WAS RECOVERED AT THIS DATE.
 QE0656'THE REFERENCE MARKS WERE NOT SEARCHED FOR.
 QE0656'
 QE0656'DESCRIBED BY WL CASWELL.
 QE0656
 QE0656                          STATION RECOVERY (1989)
 QE0656
 QE0656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 QE0656'STATION IS LOCATED NEAR THE SOUTHEAST CORNER OF THE FIELD, 62.1 FT
 QE0656'(18.9 M) SOUTH OF THE CENTER OF THE MOST SOUTHERLY E - W TAXIWAY, AND
 QE0656'61.8 FT (18.8 M) EAST OF THE CENTER OF A PARKWAY (SECOND PARKWAY WEST
 QE0656'OF THE SE CORNER OF THE FIELD).  MARK IS A BRONZE DISK SET IN TOP OF A
 QE0656'CONCRETE POST FLUSH WITH THE GROUND AND IS STAMPED---BICKFORD 1945---.
 QE0656'NOTE, QUAD 441232 STA 1008 ELEVATIONS OBTAINED BY TELEPHONE FROM NGS.
 QE0656
 QE0656                          STATION RECOVERY (1996)
 QE0656
 QE0656'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 QE0656'THE STATION IS LOCATED ABOUT 33.5 MILES (53.9 KM) NORTH OF EUGENE, 14
 QE0656'MILES (22.5 KM) SOUTHWEST OF ALBANY AND 5 MILES (8.0 KM) SOUTH OF
 QE0656'CORVALLIS AT THE CORVALLIS MUNICIPAL AIRPORT, JACK BARROW - AIRPORT
 QE0656'MANAGER, PHONE 541-757-6783 OR 541-757-6916  TO REACH THE STATION FROM
 QE0656'THE JUNCTION OF STATE HIGHWAY 34 AND STATE HIGHWAY 99 W IN SOUTH
 QE0656'CORVALLIS, PROCEED SOUTH ON SH 99W 3.3 MILES (5.3 KM) TO AIRPORT
 QE0656'AVENUE ON THE RIGHT, TURN RIGHT AND PROCEED WEST ON AIRPORT AVE 0.75
 QE0656'MILES (1.21 KM) TO A DRIVEWAY LEADING SOUTH TO BERTEA AVIATION HANGAR,
 QE0656'TURN LEFT AND PROCEED SOUTH 0.3 MILES (0.5 KM) TO A GATE AT THE
 QE0656'NORTHWEST CORNER OF BERTEA AVIATION INC HANGAR.  PROCEED SOUTHWEST
 QE0656'THROUGH THE GATE AND ACROSS THE RAMP AREA 0.1 MILES (0.2 KM) TO THE
 QE0656'JUNCTION WITH TAXIWAY A, TURN LEFT AND PROCEED EAST ON TAXIWAY A 0.4
 QE0656'MILES (0.6 KM) TO THE EAST END OF RUNWAY 9-27, TURN RIGHT AND PROCEED
 QE0656'SOUTH ACROSS RUNWAY 9-27 ONTO AN ABANDONED TAXIWAY LEADING TO OLD
 QE0656'TIE-DOWN AREAS, PROCEED SOUTH 0.65 MILES (1.05 KM) TO A 90 DEGREE TURN
 QE0656'IN THE TAXIWAY, TURN RIGHT AND PROCEED WEST 200 FT (61.0 M) TO THE
 QE0656'STATION ON THE LEFT  THE STATION IS A STANDARD US COAST AND GEODETIC
 QE0656'SURVEY TRIANGULATION STATION DISK SET IN THE TOP OF A SQUARE CONCRETE
 QE0656'MONUMENT, SET FLUSH WITH THE GROUND.  THE STATION IS LOCATED 18.4 M
 QE0656'(60.4 FT) SOUTH OF THE CENTERLINE OF THE TAXIWAY, 18.55 M (60.86 FT)
 QE0656'EAST OF THE CENTERLINE OF THE TIE-DOWN AREA RAMP, 10.1 M (33.1 FT)
 QE0656'WEST OF REFERENCE MONUMENT 1, 62.4 M (204.7 FT) SOUTHWEST OF THE
 QE0656'MANHOLE IN THE CURVE OF THE TAXIWAY, 27.75 M (91.04 FT) SOUTH OF A
 QE0656'DRAIN INLET, 0.3 M (1.0 FT) SOUTHEAST OF A METAL WITNESS POST AND 0.6
 QE0656'M (2.0 FT) SOUTHWEST OF A CARSONITE WITNESS POST  REFERENCE MONUMENT 1
 QE0656'WAS RECOVERED AS DESCRIBED.  REFERENCE MONUMENT 2 WAS NOT RECOVERED
 QE0656'AFTER AN EXTENSIVE SEARCH, SOME REMNANTS OF A WITNESS POST WERE FOUND,
 QE0656'THE AREA SURROUNDING THE MONUMENT LOCATION HAS BEEN EXCAVATED AND
 QE0656'HEAVILY CULTIVATED, RM2 PRESUMED DESTROYED  THE STATION IS DESIGNATED
 QE0656'AS A SECONDARY AIRPORT CONTROL STATION (SACS) - OREGON ANA SURVEYS
 QE0656'1996
 QE0656
 QE0656                          STATION RECOVERY (1997)
 QE0656
 QE0656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 QE0656'RECOVERED AS DESCRIBED.
 QE0656
 QE0656                          STATION RECOVERY (2002)
 QE0656
 QE0656'RECOVERY NOTE BY ORION GPS 2002 (JDP)
 QE0656'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0659 ***********************************************************************
 QE0659  DESIGNATION -  BICKFORD AZ MK
 QE0659  PID         -  QE0659
 QE0659  STATE/COUNTY-  OR/BENTON
 QE0659  USGS QUAD   -  GREENBERRY (1975)
 QE0659
 QE0659                         *CURRENT SURVEY CONTROL
 QE0659  ___________________________________________________________________
 QE0659* NAD 83(1991)-  44 29 22.36188(N)    123 17 13.44892(W)     ADJUSTED  
 QE0659* NAVD 88     -        75.126  (meters)     246.48   (feet)  ADJUSTED  
 QE0659  ___________________________________________________________________
 QE0659  LAPLACE CORR-          -5.18  (seconds)                    DEFLEC99
 QE0659  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 QE0659  DYNAMIC HT  -          75.121 (meters)     246.46  (feet)  COMP
 QE0659  MODELED GRAV-     980,554.7   (mgal)                       NAVD 88
 QE0659
 QE0659  HORZ ORDER  -  THIRD
 QE0659  VERT ORDER  -  FIRST     CLASS II
 QE0659
 QE0659.This mark is at Corvallis Municipal Airport (CVO)
 QE0659
 QE0659.The horizontal coordinates were established by classical geodetic methods
 QE0659.and adjusted by the National Geodetic Survey in October 1991.
 QE0659
 QE0659.The orthometric height was determined by differential leveling
 QE0659.and adjusted in June 1991.
 QE0659
 QE0659.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE0659
 QE0659.The geoid height was determined by GEOID03.
 QE0659
 QE0659.The dynamic height is computed by dividing the NAVD 88
 QE0659.geopotential number by the normal gravity value computed on the
 QE0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0659.degrees latitude (g = 980.6199 gals.).
 QE0659
 QE0659.The modeled gravity was interpolated from observed gravity values.
 QE0659
 QE0659;                    North         East     Units Scale Factor Converg.
 QE0659;SPC OR N     -    95,264.051 2,278,357.882   MT  0.99996432   -1 58 35.6
 QE0659;SPC OR N     -   312,546.10  7,474,927.43   iFT  0.99996432   -1 58 35.6
 QE0659;UTM  10      - 4,926,287.932   477,174.569   MT  0.99960641   -0 12 04.2
 QE0659
 QE0659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE0659!SPC OR N     -   0.99999178  x   0.99996432  =   0.99995610
 QE0659!UTM  10      -   0.99999178  x   0.99960641  =   0.99959819
 QE0659
 QE0659                          SUPERSEDED SURVEY CONTROL
 QE0659
 QE0659  NAD 83(1986)-  44 29 22.38436(N)    123 17 13.47518(W) AD(       ) 3
 QE0659  NAD 27      -  44 29 22.94546(N)    123 17 09.11992(W) AD(       ) 3
 QE0659  NGVD 29 (??/??/92)   74.112  (m)          243.15   (f) ADJ UNCH    1 2
 QE0659
 QE0659.Superseded values are not recommended for survey control.
 QE0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0659.See file dsdata.txt to determine how the superseded data were derived.
 QE0659
 QE0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ7717526288(NAD 83)
 QE0659_MARKER: DZ = AZIMUTH MARK DISK
 QE0659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0659_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0659_STAMPING: BICKFORD 1945
 QE0659_MARK LOGO: CGS   
 QE0659_MAGNETIC: N = NO MAGNETIC MATERIAL
 QE0659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0659+STABILITY: SURFACE MOTION
 QE0659_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QE0659+SATELLITE: SATELLITE OBSERVATIONS - August 28, 1996
 QE0659
 QE0659  HISTORY     - Date     Condition        Report By
 QE0659  HISTORY     - 1945     MONUMENTED       CGS
 QE0659  HISTORY     - 1968     GOOD             NGS
 QE0659  HISTORY     - 1977     GOOD             NGS
 QE0659  HISTORY     - 19960828 POOR             CHANCE
 QE0659
 QE0659                          STATION DESCRIPTION
 QE0659
 QE0659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 QE0659'5 MI SW FROM CORVALLIS.
 QE0659'NEAR THE SOUTHEAST CORNER OF THE CORVALLIS MUNICIPAL AIRPORT, 0.35
 QE0659'MILE WEST OF TRIANGULATION STATION BICKFORD 1945, 94 FEET WEST OF THE
 QE0659'CENTER OF THE PARKWAY, 50 FEET SOUTH OF THE CENTER OF THE MOST
 QE0659'SOUTHERN EAST-WEST TAXI STRIP AND 1 FOOT SOUTH OF A METAL WITNESS POST
 QE0659'SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH.
 QE0659
 QE0659                          STATION RECOVERY (1977)
 QE0659
 QE0659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 QE0659'RECOVERED IN GOOD CONDITION.
 QE0659
 QE0659                          STATION RECOVERY (1996)
 QE0659
 QE0659'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 QE0659'THE STATION IS LOCATED ABOUT 33.5 MILES (53.9 KM) NORTH OF EUGENE, 14
 QE0659'MILES (22.5 KM) SOUTHWEST OF ALBANY AND 5 MILES (8.0 KM) SOUTH OF
 QE0659'CORVALLIS AT THE CORVALLIS MUNICIPAL AIRPORT, JACK BARROW - AIRPORT
 QE0659'MANAGER, PHONE 541-757-6783 OR 541-757-6916  TO REACH THE STATION FROM
 QE0659'THE JUNCTION OF STATE HIGHWAY 34 AND STATE HIGHWAY 99 W IN SOUTH
 QE0659'CORVALLIS, PROCEED SOUTH ON SH 99W 3.3 MILES (5.3 KM) TO AIRPORT
 QE0659'AVENUE ON THE RIGHT, TURN RIGHT AND PROCEED WEST ON AIRPORT AVE 0.75
 QE0659'MILES (1.21 KM) TO A DRIVEWAY LEADING SOUTH TO BERTEA AVIATION HANGAR,
 QE0659'TURN LEFT AND PROCEED SOUTH 0.3 MILES (0.5 KM) TO A GATE AT THE
 QE0659'NORTHWEST CORNER OF BERTEA AVIATION INC HANGAR.  PROCEED SOUTHWEST
 QE0659'THROUGH THE GATE AND ACROSS THE RAMP AREA 0.1 MILES (0.2 KM) TO THE
 QE0659'JUNCTION WITH TAXIWAY A, TURN LEFT AND PROCEED EAST ON TAXIWAY A 0.4
 QE0659'MILES (0.6 KM) TO THE EAST END OF RUNWAY 9-27, TURN RIGHT AND PROCEED
 QE0659'SOUTH ACROSS RUNWAY 9-27 ONTO AN ABANDONED TAXIWAY LEADING TO OLD
 QE0659'TIE-DOWN AREAS, PROCEED SOUTH 0.65 MILES (1.05 KM) TO A 90 DEGREE TURN
 QE0659'IN THE TAXIWAY, TURN RIGHT AND PROCEED WEST 0.4 MILES (0.6 KM) TO THE
 QE0659'STATION ON THE LEFT  THE STATION IS A STANDARD US COAST AND GEODETIC
 QE0659'SURVEY AZIMUTH MARK DISK SET IN THE TOP OF A SQUARE CONCRETE MONUMENT,
 QE0659'SET FLUSH WITH THE GROUND.  THE STATION IS LOCATED 14.75 M (48.39 FT)
 QE0659'SOUTH OF THE CENTERLINE OF THE TAXIWAY, 28.8 M (94.5 FT) WEST OF THE
 QE0659'CENTERLINE OF THE TIE-DOWN AREA RAMP, 62.5 M (205.1 FT) SOUTHWEST OF
 QE0659'THE ROUND DRAIN INLET, 11.45 M (37.57 FT) SOUTHEAST OF AN UNMARKED
 QE0659'BRASS CAP IN THE SOUTH EDGE OF THE TAXIWAY AND 32.55 M (106.79 FT)
 QE0659'SOUTHWEST OF A P-K NAIL AT THE CENTERLINE-CENTERLINE INTERSECTION OF
 QE0659'THE TAXIWAY AND TIE DOWN RAMP  NOTE -- THE MONUMENT HAS BEEN STRUCK BY
 QE0659'FARMING EQUIPMENT AND POSITION HAS BEEN DISTURBED, MONUMENT HAS A
 QE0659'DISTINCT LEAN TO THE WEST, POSITION AND ELEVATION SHOULD BE CONSIDERED
 QE0659'UNRELIABLE
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0657 ***********************************************************************
 QE0657  DESIGNATION -  BICKFORD RM 1
 QE0657  PID         -  QE0657
 QE0657  STATE/COUNTY-  OR/BENTON
 QE0657  USGS QUAD   -  GREENBERRY (1975)
 QE0657
 QE0657                         *CURRENT SURVEY CONTROL
 QE0657  ___________________________________________________________________
 QE0657* NAD 83(1986)-  44 29 20.     (N)    123 16 49.     (W)     SCALED    
 QE0657* NAVD 88     -        75.070  (meters)     246.29   (feet)  ADJUSTED  
 QE0657  ___________________________________________________________________
 QE0657  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 QE0657  DYNAMIC HT  -          75.065 (meters)     246.28  (feet)  COMP
 QE0657  MODELED GRAV-     980,554.4   (mgal)                       NAVD 88
 QE0657
 QE0657  VERT ORDER  -  FIRST     CLASS II
 QE0657
 QE0657.This mark is at Corvallis Municipal Airport (CVO)
 QE0657
 QE0657.The horizontal coordinates were scaled from a topographic map and have
 QE0657.an estimated accuracy of +/- 6 seconds.
 QE0657
 QE0657.The orthometric height was determined by differential leveling
 QE0657.and adjusted in June 1991.
 QE0657
 QE0657.The geoid height was determined by GEOID03.
 QE0657
 QE0657.The dynamic height is computed by dividing the NAVD 88
 QE0657.geopotential number by the normal gravity value computed on the
 QE0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0657.degrees latitude (g = 980.6199 gals.).
 QE0657
 QE0657.The modeled gravity was interpolated from observed gravity values.
 QE0657
 QE0657;                    North         East    Units  Estimated Accuracy
 QE0657;SPC OR N     -    95,170.    2,278,900.      MT  (+/- 180 meters Scaled)
 QE0657
 QE0657                          SUPERSEDED SURVEY CONTROL
 QE0657
 QE0657  NGVD 29 (??/??/92)   74.056  (m)          242.97   (f) ADJ UNCH    1 2
 QE0657
 QE0657.Superseded values are not recommended for survey control.
 QE0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0657.See file dsdata.txt to determine how the superseded data were derived.
 QE0657
 QE0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ777262(NAD 83)
 QE0657_MARKER: DR = REFERENCE MARK DISK
 QE0657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0657_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0657_STAMPING: BICKFORD NO 1 1945
 QE0657_MARK LOGO: CGS   
 QE0657_MAGNETIC: N = NO MAGNETIC MATERIAL
 QE0657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0657+STABILITY: SURFACE MOTION
 QE0657_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QE0657+SATELLITE: SATELLITE OBSERVATIONS - August 28, 1996
 QE0657
 QE0657  HISTORY     - Date     Condition        Report By
 QE0657  HISTORY     - 1945     MONUMENTED       CGS
 QE0657  HISTORY     - 1968     GOOD             NGS
 QE0657  HISTORY     - 1977     GOOD             NGS
 QE0657  HISTORY     - 19960828 GOOD             CHANCE
 QE0657
 QE0657                          STATION DESCRIPTION
 QE0657
 QE0657'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 QE0657'5 MI SW FROM CORVALLIS.
 QE0657'NEAR THE SOUTHEAST CORNER OF THE CORVALLIS MUNICIPAL AIRPORT, 95 FEET
 QE0657'EAST OF THE CENTER OF THE PARKWAY, 60 FEET SOUTH OF THE CENTER OF THE
 QE0657'TAXI STRIP AND 34 FEET EAST OF A METAL WITNESS POST SET IN A 10-INCH
 QE0657'SQUARE CONCRETE MONUMENT THAT IS FLUSH.
 QE0657
 QE0657                          STATION RECOVERY (1977)
 QE0657
 QE0657'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 QE0657'RECOVERED IN GOOD CONDITION.
 QE0657
 QE0657                          STATION RECOVERY (1996)
 QE0657
 QE0657'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 QE0657'THE STATION IS LOCATED ABOUT 33.5 MILES (53.9 KM) NORTH OF EUGENE, 14
 QE0657'MILES (22.5 KM) SOUTHWEST OF ALBANY AND 5 MILES (8.0 KM) SOUTH OF
 QE0657'CORVALLIS AT THE CORVALLIS MUNICIPAL AIRPORT, JACK BARROW - AIRPORT
 QE0657'MANAGER, PHONE 541-757-6783 OR 541-757-6916  TO REACH THE STATION FROM
 QE0657'THE JUNCTION OF STATE HIGHWAY 34 AND STATE HIGHWAY 99 W IN SOUTH
 QE0657'CORVALLIS, PROCEED SOUTH ON SH 99W 3.3 MILES (5.3 KM) TO AIRPORT
 QE0657'AVENUE ON THE RIGHT, TURN RIGHT AND PROCEED WEST ON AIRPORT AVE 0.75
 QE0657'MILES (1.21 KM) TO A DRIVEWAY LEADING SOUTH TO BERTEA AVIATION HANGAR,
 QE0657'TURN LEFT AND PROCEED SOUTH 0.3 MILES (0.5 KM) TO A GATE AT THE
 QE0657'NORTHWEST CORNER OF BERTEA AVIATION INC HANGAR.  PROCEED SOUTHWEST
 QE0657'THROUGH THE GATE AND ACROSS THE RAMP AREA 0.1 MILES (0.2 KM) TO THE
 QE0657'JUNCTION WITH TAXIWAY A, TURN LEFT AND PROCEED EAST ON TAXIWAY A 0.4
 QE0657'MILES (0.6 KM) TO THE EAST END OF RUNWAY 9-27, TURN RIGHT AND PROCEED
 QE0657'SOUTH ACROSS RUNWAY 9-27 ONTO AN ABANDONED TAXIWAY LEADING TO OLD
 QE0657'TIE-DOWN AREAS, PROCEED SOUTH 0.65 MILES (1.05 KM) TO A 90 DEGREE TURN
 QE0657'IN THE TAXIWAY, TURN RIGHT AND PROCEED WEST 100 FT (30.5 M) TO THE
 QE0657'STATION ON THE LEFT  THE STATION IS A STANDARD US COAST AND GEODETIC
 QE0657'SURVEY REFERENCE MARK DISK SET IN THE TOP OF A SQUARE CONCRETE
 QE0657'MONUMENT, RECESSED 5 CM BELOW THE GROUND.  THE STATION IS LOCATED 17.6
 QE0657'M (57.7 FT) SOUTH OF THE CENTERLINE OF THE TAXIWAY, 28.5 M (93.5 FT)
 QE0657'EAST OF THE CENTERLINE OF THE TIE-DOWN AREA RAMP, 52.9 M (173.6 FT)
 QE0657'SOUTHWEST OF THE MANHOLE IN THE CURVE OF THE TAXIWAY, 25.35 M (83.17
 QE0657'FT) SOUTH OF A DRAIN INLET, 10.1 M (33.1 FT) EAST OF SURVEY MONUMENT
 QE0657'-BICKFORD- AND 33.7 M (110.6 FT) EAST OF A P-K NAIL AT THE
 QE0657'CENTERLINE-CENTERLINE INTERSECTION OF THE TAXIWAY AND TIE DOWN RAMP
 QE0657'NOTE -- MONUMENT HAS BEEN STRUCK BY FARMING EQUIPMENT, CONCRETE IS
 QE0657'CHIPPED BUT OTHERWISE IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0658 ***********************************************************************
 QE0658  DESIGNATION -  BICKFORD RM 2
 QE0658  PID         -  QE0658
 QE0658  STATE/COUNTY-  OR/BENTON
 QE0658  USGS QUAD   -  GREENBERRY (1975)
 QE0658
 QE0658                         *CURRENT SURVEY CONTROL
 QE0658  ___________________________________________________________________
 QE0658* NAD 83(1986)-  44 29 20.     (N)    123 16 49.     (W)     SCALED    
 QE0658* NAVD 88     -        75.045  (meters)     246.21   (feet)  ADJUSTED  
 QE0658  ___________________________________________________________________
 QE0658  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 QE0658  DYNAMIC HT  -          75.040 (meters)     246.19  (feet)  COMP
 QE0658  MODELED GRAV-     980,554.4   (mgal)                       NAVD 88
 QE0658
 QE0658  VERT ORDER  -  FIRST     CLASS II
 QE0658
 QE0658.This mark is at Corvallis Municipal Airport (CVO)
 QE0658
 QE0658.The horizontal coordinates were scaled from a topographic map and have
 QE0658.an estimated accuracy of +/- 6 seconds.
 QE0658
 QE0658.The orthometric height was determined by differential leveling
 QE0658.and adjusted in June 1991.
 QE0658
 QE0658.The geoid height was determined by GEOID03.
 QE0658
 QE0658.The dynamic height is computed by dividing the NAVD 88
 QE0658.geopotential number by the normal gravity value computed on the
 QE0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0658.degrees latitude (g = 980.6199 gals.).
 QE0658
 QE0658.The modeled gravity was interpolated from observed gravity values.
 QE0658
 QE0658;                    North         East    Units  Estimated Accuracy
 QE0658;SPC OR N     -    95,170.    2,278,900.      MT  (+/- 180 meters Scaled)
 QE0658
 QE0658                          SUPERSEDED SURVEY CONTROL
 QE0658
 QE0658  NGVD 29 (??/??/92)   74.031  (m)          242.88   (f) ADJ UNCH    1 2
 QE0658
 QE0658.Superseded values are not recommended for survey control.
 QE0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0658.See file dsdata.txt to determine how the superseded data were derived.
 QE0658
 QE0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ777262(NAD 83)
 QE0658_MARKER: DR = REFERENCE MARK DISK
 QE0658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0658_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0658_STAMPING: BICKFORD NO 2 1945
 QE0658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0658+STABILITY: SURFACE MOTION
 QE0658
 QE0658  HISTORY     - Date     Condition        Report By
 QE0658  HISTORY     - 1945     MONUMENTED       CGS
 QE0658  HISTORY     - 1968     GOOD             NGS
 QE0658  HISTORY     - 1977     GOOD             NGS
 QE0658  HISTORY     - 19960828 MARK NOT FOUND   CHANCE
 QE0658
 QE0658                          STATION DESCRIPTION
 QE0658
 QE0658'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 QE0658'5 MI SW FROM CORVALLIS.
 QE0658'NEAR THE SOUTHEAST CORNER OF THE CORVALLIS MUNICIPAL AIRPORT, 100 FEET
 QE0658'SOUTH OF THE CENTER OF THE TAXI STRIP, 56 FEET EAST OF THE CENTER OF A
 QE0658'PARKWAY AND 39 FET SOUTH OF A METAL WITNESS POST SET IN A 10-INCH
 QE0658'SQUARE CONCRETE MONUMENT THAT IS FLUSH.
 QE0658
 QE0658                          STATION RECOVERY (1977)
 QE0658
 QE0658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 QE0658'RECOVERED IN GOOD CONDITION.
 QE0658
 QE0658                          STATION RECOVERY (1996)
 QE0658
 QE0658'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 QE0658'THE STATION WAS NOT FOUND AUG 28, 1996.  SOME REMNANTS OF WITNESS POST
 QE0658'AND CONCRETE WERE RECOVERED NEAR THE LOCATION.  AREA HAS BEEN DITURBED
 QE0658'BY CULTIVATION AND DITCHING RECENTLY -- MONUMENT PRESUMED DESTROYED.
 QE0658'MONUMENT SEARCH LASTED 0.75 MAN-HOURS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0899 ***********************************************************************
 NZ0899  DESIGNATION -  BIG
 NZ0899  PID         -  NZ0899
 NZ0899  STATE/COUNTY-  OR/DOUGLAS
 NZ0899  USGS QUAD   -  QUINES CREEK (1986)
 NZ0899
 NZ0899                         *CURRENT SURVEY CONTROL
 NZ0899  ___________________________________________________________________
 NZ0899* NAD 83(1991)-  42 49 20.72530(N)    123 15 39.18801(W)     ADJUSTED  
 NZ0899* NAVD 88     -       611.516  (meters)    2006.28   (feet)  ADJUSTED  
 NZ0899  ___________________________________________________________________
 NZ0899  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 NZ0899  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 NZ0899  DYNAMIC HT  -         611.307 (meters)    2005.60  (feet)  COMP
 NZ0899  MODELED GRAV-     980,258.3   (mgal)                       NAVD 88
 NZ0899
 NZ0899  HORZ ORDER  -  SECOND
 NZ0899  VERT ORDER  -  FIRST     CLASS II
 NZ0899
 NZ0899.The horizontal coordinates were established by classical geodetic methods
 NZ0899.and adjusted by the National Geodetic Survey in October 1991.
 NZ0899
 NZ0899.The orthometric height was determined by differential leveling
 NZ0899.and adjusted in June 1991.
 NZ0899
 NZ0899.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ0899
 NZ0899.The geoid height was determined by GEOID03.
 NZ0899
 NZ0899.The dynamic height is computed by dividing the NAVD 88
 NZ0899.geopotential number by the normal gravity value computed on the
 NZ0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0899.degrees latitude (g = 980.6199 gals.).
 NZ0899
 NZ0899.The modeled gravity was interpolated from observed gravity values.
 NZ0899
 NZ0899;                    North         East     Units Scale Factor Converg.
 NZ0899;SPC OR S     -   132,105.207 1,274,288.089   MT  0.99991276   -1 53 19.9
 NZ0899;SPC OR S     -   433,416.03  4,180,735.20   iFT  0.99991276   -1 53 19.9
 NZ0899;UTM  10      - 4,741,128.558   478,674.509   MT  0.99960559   -0 10 38.4
 NZ0899
 NZ0899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NZ0899!SPC OR S     -   0.99990781  x   0.99991276  =   0.99982058
 NZ0899!UTM  10      -   0.99990781  x   0.99960559  =   0.99951344
 NZ0899
 NZ0899:                Primary Azimuth Mark                     Grid Az
 NZ0899:SPC OR S     -  VAN                                      006 50 33.5
 NZ0899:UTM  10      -  VAN                                      005 07 52.0
 NZ0899
 NZ0899|---------------------------------------------------------------------|
 NZ0899| PID    Reference Object                     Distance      Geod. Az  |
 NZ0899|                                                           dddmmss.s |
 NZ0899| NZ1230 VAN                                 APPROX. 0.5 KM 0045713.6 |
 NZ0899| NZ0900 EDGE                                APPROX. 0.6 KM 1831914.2 |
 NZ0899|---------------------------------------------------------------------|
 NZ0899
 NZ0899                          SUPERSEDED SURVEY CONTROL
 NZ0899
 NZ0899  NAD 83(1986)-  42 49 20.71339(N)    123 15 39.20884(W) AD(       ) 2
 NZ0899  NAD 27      -  42 49 21.27800(N)    123 15 34.98090(W) AD(       ) 2
 NZ0899  NGVD 29 (07/19/86)  610.8    (m)         2004.     (f) VERT ANG    3  
 NZ0899
 NZ0899.Superseded values are not recommended for survey control.
 NZ0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0899.See file dsdata.txt to determine how the superseded data were derived.
 NZ0899
 NZ0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN7867541129(NAD 83)
 NZ0899_MARKER: P = PIPE CAP
 NZ0899_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NZ0899_SP_SET: SHALLOW-SET PIPE
 NZ0899_STAMPING: BIG USCGS 1962
 NZ0899_MARK LOGO: ORHD  
 NZ0899_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0899
 NZ0899  HISTORY     - Date     Condition        Report By
 NZ0899  HISTORY     - 1963     MONUMENTED       ORDT
 NZ0899  HISTORY     - 1974     SEE DESCRIPTION  NGS
 NZ0899  HISTORY     - 1987     GOOD             NGS
 NZ0899
 NZ0899                          STATION DESCRIPTION
 NZ0899
 NZ0899'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1963 (FN)
 NZ0899'THE STATION IS 1.95 MILES NORTHEAST OF AZALEA ALONG U.S. HIGHWAY 99.
 NZ0899'
 NZ0899'TO REACH THE STATION FROM THE POST OFFICE IN AZALEA, GO EAST ON
 NZ0899'MACADAM ROAD FOR 0.3 MILE TO INTERSECTION OF U.S. HIGHWAY
 NZ0899'99.  TURN LEFT AND GO EAST AND NORTHEAST FOR 1.65 MILES AND STATION
 NZ0899'ON LEFT.
 NZ0899'
 NZ0899'THE STATION MARK, STAMPED BIG USC AND GS 1962, IS A STATE HIGHWAY
 NZ0899'SURVEY STATION MARK DISK BRAZED TO THE TOP OF A 2 1/2-INCH PIPE
 NZ0899'THAT PROJECTS 4 INCHES AND IS SET IN A CONCRETE BASE.  IT IS 34
 NZ0899'FEET WEST OF THE CENTER LINE OF THE HIGHWAY AND 3 FEET SOUTH OF
 NZ0899'A WHITE WOODEN WITNESS POST.
 NZ0899'
 NZ0899'THERE WERE NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.
 NZ0899'
 NZ0899'THE STATION WAS MARKED IN 1962 AND OCCUPIED IN 1963.
 NZ0899
 NZ0899                          STATION RECOVERY (1974)
 NZ0899
 NZ0899'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 NZ0899'THE STATION WAS RECOVERED IN GOOD CONDITION.  LANDMARKS HAVE
 NZ0899'CHANGED.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 NZ0899'
 NZ0899'THE STATION IS ON THE WEST SHOULDER OF THE NORTHBOUND LANE OF
 NZ0899'INTERSTATE 5.
 NZ0899'
 NZ0899'TO REACH THE STATION FROM THE AZALEA POST OFFICE GO EAST ON THE
 NZ0899'MACADAM ROAD FOR 0.35 MILE TO INTERSTATE 5, TURN LEFT, AND GO
 NZ0899'NORTH ON INTERSTATE 5 FOR 1.8 MILES TO THE STATION ON THE LEFT,
 NZ0899'OPPOSITE A DRAINAGE CULVERT ON THE EAST BANK OF THE FREEWAY.
 NZ0899'
 NZ0899'THE STATION MARK, STAMPED BIG USC AND GS 1962, IS A STATE HIGHWAY
 NZ0899'SURVEY STATION MARK DISK BRAZED TO A 2 1/2-INCH PIPE THAT
 NZ0899'PROJECTS 6-INCHES, AND IS SET IN A CONCRETE BASE, 34 FEET WEST OF
 NZ0899'THE CENTER OF THE NORTHBOUND LANE OF INTERSTATE 5, 16 FEET WEST
 NZ0899'OF THE GUARD RAIL, AND 2 FEET SOUTH OF A METAL WITNESS POST.
 NZ0899'
 NZ0899'THERE WERE NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.
 NZ0899'
 NZ0899'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NZ0899'2 MILES NORTHEAST OF AZALEA.
 NZ0899
 NZ0899                          STATION RECOVERY (1987)
 NZ0899
 NZ0899'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 NZ0899'14.0 KM (8.70 MI) SOUTH FROM CANYONVILLE.
 NZ0899'14.0 KM (8.70 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 5 FROM THE
 NZ0899'JUNCTION OF FIRST STREET IN CANYONVILLE, 0.5 KM (0.30 MI) SOUTH OF
 NZ0899'THE CREST OF CANYON CREEK PASS, 9.9 M (32.5 FT) WEST OF THE
 NZ0899'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, AND 2.1 M (6.9 FT)
 NZ0899'WEST OF A METAL GUARDRAIL.
 NZ0899'THE MARK IS 0.5 METERS  S FROM  A WITNESS POST
 NZ0899'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2299 ***********************************************************************
 RD2299  DESIGNATION -  BIG BARN EAST GABLE
 RD2299  PID         -  RD2299
 RD2299  STATE/COUNTY-  OR/MULTNOMAH
 RD2299  USGS QUAD   -  WASHOUGAL (1994)
 RD2299
 RD2299                         *CURRENT SURVEY CONTROL
 RD2299  ___________________________________________________________________
 RD2299* NAD 83(1991)-  45 32 17.64941(N)    122 17 46.36894(W)     ADJUSTED  
 RD2299* NAVD 88     -              **(meters)            **(feet)            
 RD2299  ___________________________________________________________________
 RD2299  LAPLACE CORR-           5.07  (seconds)                    DEFLEC99
 RD2299  GEOID HEIGHT-         -22.48  (meters)                     GEOID03
 RD2299  HORZ ORDER  -  THIRD
 RD2299
 RD2299.The horizontal coordinates were established by classical geodetic methods
 RD2299.and adjusted by the National Geodetic Survey in October 1991.
 RD2299
 RD2299
 RD2299.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2299
 RD2299.The geoid height was determined by GEOID03.
 RD2299
 RD2299;                    North         East     Units Scale Factor Converg.
 RD2299;SPC OR N     -   209,532.943 2,359,729.909   MT  0.99991535   -1 16 25.9
 RD2299;SPC OR N     -   687,444.04  7,741,896.03   iFT  0.99991535   -1 16 25.9
 RD2299;SPC WA S     -    24,373.007   359,707.391   MT  1.00007992   -1 18 17.1
 RD2299;SPC WA S     -    79,963.77  1,180,140.00   sFT  1.00007992   -1 18 17.1
 RD2299;UTM  10      - 5,042,985.285   554,947.328   MT  0.99963712   +0 30 08.3
 RD2299
 RD2299                          SUPERSEDED SURVEY CONTROL
 RD2299
 RD2299  NAD 83(1986)-  45 32 17.66215(N)    122 17 46.37519(W) AD(       ) 4
 RD2299  NAD 27      -  45 32 18.21630(N)    122 17 42.04120(W) AD(       ) 3
 RD2299
 RD2299.Superseded values are not recommended for survey control.
 RD2299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2299.See file dsdata.txt to determine how the superseded data were derived.
 RD2299
 RD2299_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER5494742985(NAD 83)
 RD2299
 RD2299  HISTORY     - Date     Condition        Report By
 RD2299  HISTORY     - 1901     MONUMENTED       CGS
 RD2299  HISTORY     - 1948     SEE DESCRIPTION  CGS
 RD2299
 RD2299                          STATION DESCRIPTION
 RD2299
 RD2299'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RAE)
 RD2299'NO LARGE, OLD BARN WITH E-W GABLES WAS FOUND IN THE VICINITY
 RD2299'INDICATED BY ITS GEOGRAPHIC POSITION.  A LARGE WHITE BARN WAS FOUND
 RD2299'WHICH WAS BUILT IN 1940.  IT IS THE ONLY BARN IN THE IMMEDIATE
 RD2299'VICINITY.
 RD2299'
 RD2299'IT IS RECOMMENDED THAT THE STATION BE CLASSIFIED AS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1711 ***********************************************************************
 QD1711  DESIGNATION -  BIG FALLS
 QD1711  PID         -  QD1711
 QD1711  STATE/COUNTY-  OR/DESCHUTES
 QD1711  USGS QUAD   -  STEELHEAD FALLS (1992)
 QD1711
 QD1711                         *CURRENT SURVEY CONTROL
 QD1711  ___________________________________________________________________
 QD1711* NAD 83(2007)-  44 23 31.36835(N)    121 17 46.93610(W)     ADJUSTED  
 QD1711* NAVD 88     -       892.6    (meters)    2928.     (feet)  GPS OBS   
 QD1711  ___________________________________________________________________
 QD1711  EPOCH DATE  -        2007.00
 QD1711  X           -  -2,371,737.248 (meters)                     COMP
 QD1711  Y           -  -3,901,379.104 (meters)                     COMP
 QD1711  Z           -   4,439,933.617 (meters)                     COMP
 QD1711  LAPLACE CORR-           3.61  (seconds)                    DEFLEC99
 QD1711  ELLIP HEIGHT-         871.115 (meters)          (02/10/07) ADJUSTED
 QD1711  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 QD1711
 QD1711  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 QD1711  Type    PID    Designation                      North   East  Ellip
 QD1711  -------------------------------------------------------------------
 QD1711  NETWORK QD1711 BIG FALLS                         0.39   0.29   1.25
 QD1711  -------------------------------------------------------------------
 QD1711
 QD1711.The horizontal coordinates were established by GPS observations
 QD1711.and adjusted by the National Geodetic Survey in February 2007.
 QD1711
 QD1711.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 QD1711.See www.ngs.noaa.gov/NationalReadjustment for more information.
 QD1711.The horizontal coordinates are valid at the epoch date displayed above.
 QD1711.The epoch date for horizontal control is a decimal equivalence
 QD1711.of Year/Month/Day.
 QD1711
 QD1711.The orthometric height was determined by GPS observations and a
 QD1711.high-resolution geoid model.
 QD1711
 QD1711.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QD1711
 QD1711.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1711
 QD1711.The ellipsoidal height was determined by GPS observations
 QD1711.and is referenced to NAD 83.
 QD1711
 QD1711.The geoid height was determined by GEOID03.
 QD1711
 QD1711;                    North         East     Units Scale Factor Converg.
 QD1711;SPC OR S     -   303,070.616 1,436,541.328   MT  1.00012336   -0 32 41.4
 QD1711;SPC OR S     -   994,326.17  4,713,062.10   iFT  1.00012336   -0 32 41.4
 QD1711;SPC OR N     -    80,919.554 2,436,550.132   MT  0.99998573   -0 33 53.2
 QD1711;SPC OR N     -   265,484.10  7,993,930.88   iFT  0.99998573   -0 33 53.2
 QD1711;UTM  10      - 4,916,829.498   635,684.782   MT  0.99982641   +1 11 31.1
 QD1711
 QD1711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1711!SPC OR S     -   0.99986343  x   1.00012336  =   0.99998677
 QD1711!SPC OR N     -   0.99986343  x   0.99998573  =   0.99984916
 QD1711!UTM  10      -   0.99986343  x   0.99982641  =   0.99968986
 QD1711
 QD1711|---------------------------------------------------------------------|
 QD1711| PID    Reference Object                     Distance      Geod. Az  |
 QD1711|                                                           dddmmss.s |
 QD1711| QD1884 BIG FALLS RM 1                        3.523 METERS 11705     |
 QD1711| QD1724 TERREBONNE DICALITE CARBON TK       APPROX. 4.1 KM 1782459.7 |
 QD1711| CF4126 BIG FALLS AZ MK                                    1873541.1 |
 QD1711| CF4127 BIG FALLS AZ MK 2                                  2450119.0 |
 QD1711| QD1885 BIG FALLS RM 2                        6.499 METERS 25639     |
 QD1711| QD1714 BIG FALLS RM A                       26.338 METERS 28801     |
 QD1711|---------------------------------------------------------------------|
 QD1711
 QD1711                          SUPERSEDED SURVEY CONTROL
 QD1711
 QD1711  NAD 83(1998)-  44 23 31.36689(N)    121 17 46.93629(W) AD(       ) B
 QD1711  ELLIP H (07/02/01)  871.136  (m)                       GP(       ) 3 2
 QD1711  NAD 83(1998)-  44 23 31.36673(N)    121 17 46.93631(W) AD(       ) B
 QD1711  ELLIP H (07/02/97)  871.142  (m)                       GP(       ) 3 1
 QD1711  NAD 83(1991)-  44 23 31.36580(N)    121 17 46.93527(W) AD(       ) A
 QD1711  ELLIP H (02/25/91)  871.266  (m)                       GP(       ) 4 1
 QD1711  NAD 83(1986)-  44 23 31.37330(N)    121 17 46.93502(W) AD(       ) 1
 QD1711  NAD 27      -  44 23 31.94800(N)    121 17 42.79000(W) AD(       ) 1
 QD1711  NGVD 29 (02/25/91)  891.5    (m)         2925.     (f) GPS OBS     3  
 QD1711
 QD1711.Superseded values are not recommended for survey control.
 QD1711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1711.See file dsdata.txt to determine how the superseded data were derived.
 QD1711
 QD1711_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ3568516829(NAD 83)
 QD1711_MARKER: DS = TRIANGULATION STATION DISK
 QD1711_SETTING: 66 = SET IN ROCK OUTCROP
 QD1711_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 QD1711_STAMPING: BIG FALLS 1945
 QD1711_MARK LOGO: CGS   
 QD1711_MAGNETIC: N = NO MAGNETIC MATERIAL
 QD1711_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QD1711+STABILITY: POSITION/ELEVATION WELL
 QD1711_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QD1711+SATELLITE: SATELLITE OBSERVATIONS - August 01, 1989
 QD1711
 QD1711  HISTORY     - Date     Condition        Report By
 QD1711  HISTORY     - 1945     MONUMENTED       CGS
 QD1711  HISTORY     - 1945     GOOD             CGS
 QD1711  HISTORY     - 1971     GOOD             NGS
 QD1711  HISTORY     - 1974     GOOD             NGS
 QD1711  HISTORY     - 1976     GOOD             NGS
 QD1711  HISTORY     - 1976     GOOD             NGS
 QD1711  HISTORY     - 19890801 GOOD             LOCSUR
 QD1711  HISTORY     - 19960905 GOOD             CHANCE
 QD1711
 QD1711                          STATION DESCRIPTION
 QD1711
 QD1711'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (CAG)
 QD1711'THE STATION IS LOCATED ON THE SUMMIT OF A BARE HILL ABOUT 2 MILES
 QD1711'NORTH OF THE BIG FALLS AND 2.5 MILES NORTH OF THE DICOLITE MINES
 QD1711'AT LOWER FALLS.  IT IS SET IN A ROCK OUTCROPPING WITH AN EXPOSED
 QD1711'SURFACE OF ABOUT 6 BY 7 FEET AND IS FLUSH WITH THE GROUND
 QD1711'SURFACE.  IT IS STAMPED BIG FALLS 1945.
 QD1711'
 QD1711'REFERENCE MARK NO. 1 IS SET IN A LARGE BOULDER THAT PROJECTS ABOUT
 QD1711'2.5 FEET AND IS ABOUT 1 FOOT ABOVE STATION ELEVATION.  IT IS
 QD1711'STAMPED BIG FALLS NO 1 1945.
 QD1711'
 QD1711'REFERENCE MARK NO. 2 IS SET IN A LARGE BOULDER THAT PROJECTS
 QD1711'ABOUT 3 FEET AND IS ABOUT 2.5 FEET ABOVE STATION ELEVATION.  IT IS
 QD1711'STAMPED BIG FALLS NO 2 1945.
 QD1711'
 QD1711'AZIMUTH MARK IS 23 FEET EAST OF AN INTERSECTION OF TWO TRACK ROADS
 QD1711'AND 3.5 FEET EAST OF A 4 BY 4 INCH WHITE WITNESS POST.  IT IS A
 QD1711'STANDARD DISK BRAZED TO THE TOP OF A 2 INCH CAST IRON SOIL PIPE
 QD1711'THAT PROJECTS 8 INCHES.  IT IS STAMPED BIG FALLS 1945.
 QD1711'
 QD1711'TO REACH THE STATION FROM THE POST OFFICE IN TERREBONE, GO NORTH
 QD1711'ON U.S. HIGHWAY NO. 97 FOR 0.6 MILE TO A PAVED ROAD LEFT, WEST, GO
 QD1711'WEST ON PAVED ROAD FOR 6.3 MILES TO THE SOUTH END OF A BRIDGE
 QD1711'ACROSS THE DESCHUTES RIVER.  TURN RIGHT AFTER CROSSING BRIDGE AND
 QD1711'FOLLOW THE MAIN TRAVELED ROAD DOWN THE WEST SIDE OF THE RIVER FOR
 QD1711'1.6 MILES TO TOP OF A GRADE AND A WIRE GATE ON THE RIGHT, TURN
 QD1711'RIGHT THROUGH WIRE GATE, BY AN OLD BUILDING WITH A FALSE FRONT,
 QD1711'AND GO 0.15 MILE, PASS THROUGH GATE AT HAYSTACK AND TURN LEFT,
 QD1711'NORTH, AND GO 1.35 MILES TO A FORK, * SEE BELOW, TAKE LEFT
 QD1711'FORK AND GO 0.5 MILE TO A FENCE CORNER AND A SALT LICK.  TURN LEFT
 QD1711'THROUGH GATE AND CONTINUE, NORTH, CROSSCOUNTRY FOR 0.35 MILE TO
 QD1711'FOOT OF HILL AND THE END OF TRUCK TRAVEL, PACK NORTHERLY UP
 QD1711'HILL TO THE SUMMIT AND THE STATION AS DESCRIBED.
 QD1711'
 QD1711'*THE AZIMUTH MARK IS SET AT THIS JUNCTION AS DESCRIBED IN
 QD1711'DESCRIPTION.
 QD1711
 QD1711                          STATION RECOVERY (1945)
 QD1711
 QD1711'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945
 QD1711'RECOVERED IN GOOD CONDITION.
 QD1711
 QD1711                          STATION RECOVERY (1971)
 QD1711
 QD1711'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LDF)
 QD1711'STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND IN
 QD1711'GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT WAS NOT
 QD1711'FOUND.  A NEW AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.  A LONGER
 QD1711'DISTANCE WAS NOTED TO BOTH REFERENCE MARKS AND WAS CHECKED IN THE
 QD1711'FIELD.
 QD1711'
 QD1711'STATION IS LOCATED ABOUT 14-1/2 MILES NORTHEAST OF SISTERS, 10
 QD1711'MILES NORTHWEST OF REDMOND AND 6-1/2 MILES NORTHWEST OF TERREBONNE
 QD1711'AND IS ON PROPERTY OF MR. DONALD WILLIAMS WHO LIVED IN THE FARM
 QD1711'HOUSE MENTIONED IN THE TO REACH.
 QD1711'
 QD1711'TO REACH FROM THE POST OFFICE IN TERREBONNE, GO NORTH ON
 QD1711'U.S. HIGHWAY 97 FOR 0.5 MILE TO A PAVED ROAD ON THE LEFT.  TURN
 QD1711'LEFT AND GO WEST ON LOWER BRIDGE WAY FOR 6.3 MILES TO A BRIDGE OVER
 QD1711'THE DESCHUTES RIVER.  CONTINUE WEST ON THE PAVED ROAD FOR 4.6
 QD1711'MILES TO WHERE THE PAVED ROAD TURNS SHARP TO THE LEFT.  KEEP RIGHT
 QD1711'AND CONTINUE NORTH ON A GRAVEL ROAD FOR 0.4 MILE TO A SIDE ROAD
 QD1711'RIGHT WHICH LEADS TO A FARM HOUSE.  TURN RIGHT AND GO EAST ON
 QD1711'THE ROAD FOR 0.2 MILE TO A WIRE GATE JUST EAST OF THE FARM
 QD1711'HOUSE.  (MR. DONALD WILLIAMS WHO OWNS THE PROPERTY
 QD1711'WHERE THE STATION IS LOCATED, LIVES IN THE FARM HOUSE.)
 QD1711'PASS THROUGH THE GATE AND GO EAST ON TRACK ROAD THROUGH FIELD
 QD1711'FOR 0.5 MILE TO A FORK.  KEEP THE RIGHT FORK AND CONTINUE
 QD1711'EAST ON A TRACK ROAD FOR 0.7 MILE TO SOME OLD BUILDINGS AND A
 QD1711'TRACK ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON A TRACK ROAD FOR
 QD1711'0.1 MILE TO A WIRE GATE.  PASS THROUGH THE GATE AND GO ABOUT
 QD1711'100 FEET TO A TRACK ROAD ON THE LEFT.  BEAR LEFT AND FOLLOW
 QD1711'TRACK ROAD, UPHILL, FOR 0.3 MILE TO THE TOP OF A RIDGE.  CONTINUE
 QD1711'EAST ON A TRACK ROAD FOR 0.5 MILE TO A SADDLE.  (TO REACH THE
 QD1711'AZIMUTH MARK, BEAR RIGHT AND GO SOUTH, ACROSS COUNTRY FOR
 QD1711'0.1 MILE TO THE TOP OF A RIDGE AND THE MARK.) CONTINUE
 QD1711'EAST ON THE TRACK ROAD FOR 0.5 MILE TO WHERE THE TRACK ROAD
 QD1711'BEARS TO THE RIGHT.  TURN RIGHT AND FOLLOW THE TRACK ROAD
 QD1711'SOUTH, UPHILL, FOR 0.05 MILE TO THE TOP OF A RIDGE AND THE
 QD1711'STATION.
 QD1711'
 QD1711'STATION MARK IS A STANDARD DISK, STAMPED BIG FALLS 1945, CEMENTED
 QD1711'IN A DRILL HOLE IN AN OUTCROP WHICH IS FLUSH WITH THE GROUND
 QD1711'SURFACE.  IT IS 120 FEET SOUTH OF A LONE TREE AND ON THE HIGHEST
 QD1711'PART OF THE HILL.
 QD1711'
 QD1711'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BIG FALLS NO 1 1945,
 QD1711'CEMENTED IN A DRILL HOLE IN THE TOP OF A BOULDER WHICH PROJECTS
 QD1711'ABOUT 18 INCHES ABOVE THE GROUND SURFACE.  IT IS 122 FEET SOUTH
 QD1711'OF THE TREE AND ABOUT 1 FOOT HIGHER THAN THE STATION.
 QD1711'
 QD1711'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BIG FALLS NO 2 1945,
 QD1711'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT 2
 QD1711'FEET.  IT IS 133 FEET SOUTHWEST OF THE LONE TREE AND ABOUT 2 FEET
 QD1711'HIGHER THAN THE STATION.
 QD1711'
 QD1711'RM A IS A STANDARD DISK, STAMPED BIG FALLS 1945 RM A 1971,
 QD1711'CEMENTED IN A DRILL HOLE IN AN OUTCROP WHICH PROJECTS ABOUT 2
 QD1711'INCHES ABOVE THE GROUND SURFACE.  IT IS ON THE HIGHEST PART OF THE
 QD1711'HILL AND ABOUT 149 FEET SOUTHWEST OF THE TREE AND ABOUT 2 FEET
 QD1711'LOWER THAN THE STATION.
 QD1711'
 QD1711'AZIMUTH MARK IS A STANDARD DISK, STAMPED BIG FALLS 1945 1971,
 QD1711'CEMENTED IN A DRILL HOLE IN AN OUTCROP WHICH PROJECTS ABOUT 6
 QD1711'INCHES ABOVE THE GROUND SURFACE ON THE NORTH AND IS FLUSH ON THE
 QD1711'SOUTH.  IT IS ON THE EAST END OF THE RIDGE AND 16.6 FEET NORTH OF
 QD1711'A METAL WITNESS POST.
 QD1711'
 QD1711'THE DISTANCE BETWEEN REFERENCE MARK 1 AND 2 IS 31.05 FEET OR
 QD1711'9.465 M.
 QD1711'
 QD1711'THE STATION IS IN THE NORTHEAST 1/4 OF SECTION 4, T 14 S, R 12 E.
 QD1711'
 QD1711'HEIGHT OF LIGHT ABOVE STATION MARK 33 FEET.
 QD1711'
 QD1711'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QD1711'6-1/2 MILES NORTHWEST OF TERREBONNE.
 QD1711
 QD1711                          STATION RECOVERY (1974)
 QD1711
 QD1711'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JDS)
 QD1711'THE STATION MARK, REFERENCE MARKS 1, 2, BIG FALLS 1945 RM A 1971
 QD1711'AND THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED
 QD1711'IN 1971 BY L. D. FAIR.  THE TO REACH IS ADEQUATE AND THE PROPERTY
 QD1711'OWNER IS THE SAME, MR. DONALD WILLIAMS WHO LIVES ENROUTE TO THE
 QD1711'STATION.
 QD1711'
 QD1711'THE DIRECTIONS TO ALL MARKS CHECKED THE 1971 DATA WITH THE
 QD1711'EXCEPTION OF REFERENCE MARK 1 WHICH WAS LOCATED TOO CLOSE TO
 QD1711'STATION TO FOCUS ON CLEARLY WITH THE INSTRUMENT.  THE DISTANCE TO
 QD1711'REFERENCE MARK 1 AND REFERENCE MARK A CHECKED THE 1971 DATA.  THE
 QD1711'DISTANCE TO REFERENCE MARK 2 WAS SHORTER BY 0.05 FOOT OR 0.014
 QD1711'METERS ALTHOUGH THIS DISTANCE CHECKS THE 1945 DATA.
 QD1711'
 QD1711'THIS STATION WAS USED AS GEOCEIVER STATION 51066, FOR SATELLITE
 QD1711'OBSERVATION.
 QD1711'
 QD1711'HEIGHT OF LIGHT ABOVE STATION MARK 4.27 FEET.
 QD1711'
 QD1711'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QD1711'6.5 MILES NORTHWEST OF TERREBONNE.
 QD1711
 QD1711                          STATION RECOVERY (1976)
 QD1711
 QD1711'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 QD1711'THE STATION MARK, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK
 QD1711'ESTABLISHED IN 1971 WERE RECOVERED IN GOOD CONDITION.  THE RECOVERY
 QD1711'NOTE SUBMITTED BY L.D.F. IS CORRECT, AND ADEQUATE.
 QD1711'
 QD1711'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QD1711'6-1/2 MILES NORTHWEST OF TERREBONNE.
 QD1711
 QD1711                          STATION RECOVERY (1976)
 QD1711
 QD1711'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (WFP)
 QD1711'THE STATION MARK, REFERENCE MARKS 1, 2, BIG FALLS 1945 RM A 1971
 QD1711'AND THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED
 QD1711'BY L.D. FAIR IN 1971 AND J.D. SWINNEY IN 1974.  THE TO REACH IS
 QD1711'ADEQUATE AND THE PROPERTY OWNER, MR. DONALD WILLIAMS, IS THE SAME
 QD1711'AND LIVES ENROUTE TO THE STATION.
 QD1711'
 QD1711'THE DISTANCES AND DIRECTIONS TO ALL MARKS CHECKED WITH THE 1974
 QD1711'DATA.
 QD1711'
 QD1711'RM 1 IS TOO CLOSE TO THE STATION TO FOCUS CLEARLY.
 QD1711'
 QD1711'THIS STATION WAS USED AS GEOCEIVER STATION 52066, FOR SATELLITE
 QD1711'OBSERVATION.
 QD1711'
 QD1711'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QD1711'6.5 MILES NW OF TERREBONNE.
 QD1711
 QD1711                          STATION RECOVERY (1989)
 QD1711
 QD1711'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989
 QD1711'RECOVERED IN GOOD CONDITION.  A NEW TO REACH DESCRIPTION FOLLOWS.
 QD1711'TO REACH FROM TERREBONE, TRAVEL NORTH ON HIGHWAY 97 FOR 0.96 KM
 QD1711'(0.60 MI) , TURN WEST ONTO LOWER BRIDGE ROAD AND FOLLOW IT WEST
 QD1711'ACROSS THE DESCHUTES RIVER AND NORTHERLY 17.8 KM (11.1 MI) TO A FARM
 QD1711'LANE, FOLLOW FARM LANE NORTHEAST 0.32 KM (0.20 MI) TO THE FARM HOME
 QD1711'OF DONALD WILLIAMS.  OBTAIN PERMISSION HERE OR THE DWELLING 1000 FEET
 QD1711'SOUTH.  FOLLOW FARM LANE NE PASSING THRU N-S FENCE AT 0.8 KM
 QD1711'(0.5 MI) .  TURN RIGHT AT Y 0.16 KM (0.10 MI) , BEYOND THIS FENCE AND
 QD1711'GO DOWNHILL 0.32 KM (0.20 MI) TO A DITCH.  FOLLOW THIS DITCH EASTERLY
 QD1711'0.64 KM (0.40 MI) TO AN OLD HOMESTEAD, TURN RIGHT AT HOMESTEAD FOR
 QD1711'0.16 KM (0.10 MI) TO A N-S FENCE.  THIS TRACK ROAD YS 100 FEET
 QD1711'BEYOND THE FENCE, TAKE THE LEFT FORK, WHICH IS DIFFICULT TO SEE, AND
 QD1711'FOLLOW IT 2.4 KM (1.5 MI) TO THE STATION.
 QD1711'DESCRIBED  BY DAVID BATEMAN OF DAVID EVANS AND ASSOCIATES.
 QD1711
 QD1711                          STATION RECOVERY (1996)
 QD1711
 QD1711'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 QD1711'RECOVERED AS DESCRIBED IN 1989.  OWNERSHIP OF ACCESS PROPERTY HAS
 QD1711'CHANGED, FARM NOW OWNED BY STEVE AND KATHY SIMPSON, PHONE
 QD1711'541-548-5800.  CONTACT OWNERS BEFORE ENTERING PROPERTY  THE STATION,
 QD1711'RM 1, RM 2 AND RM A WERE ALL RECOVERED AS DESCRIBED IN GOOD CONDITION.
 QD1711'THE AZIMUTH MARK WAS NOT SEARCHED FOR AT THIS TIME. THE STATION IS
 QD1711'LOCATED AT THE HIGH POINT OF THE PEAK AND 5.7 M (18.7 FT) SOUTHEAST OF
 QD1711'A ROCK CAIRN.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1714 ***********************************************************************
 QD1714  DESIGNATION -  BIG FALLS RM A
 QD1714  PID         -  QD1714
 QD1714  STATE/COUNTY-  OR/DESCHUTES
 QD1714  USGS QUAD   -  STEELHEAD FALLS (1992)
 QD1714
 QD1714                         *CURRENT SURVEY CONTROL
 QD1714  ___________________________________________________________________
 QD1714* NAD 83(1991)-  44 23 31.62978(N)    121 17 48.06675(W)     ADJUSTED  
 QD1714* NAVD 88     -       891.7    (meters)    2926.     (feet)  VERTCON   
 QD1714  ___________________________________________________________________
 QD1714  LAPLACE CORR-           3.59  (seconds)                    DEFLEC99
 QD1714  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 QD1714  HORZ ORDER  -  FIRST
 QD1714
 QD1714.The horizontal coordinates were established by classical geodetic methods
 QD1714.and adjusted by the National Geodetic Survey in October 1991.
 QD1714
 QD1714.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1714.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1714
 QD1714.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1714
 QD1714.The geoid height was determined by GEOID03.
 QD1714
 QD1714;                    North         East     Units Scale Factor Converg.
 QD1714;SPC OR S     -   303,078.924 1,436,516.379   MT  1.00012339   -0 32 42.2
 QD1714;SPC OR S     -   994,353.43  4,712,980.25   iFT  1.00012339   -0 32 42.2
 QD1714;SPC OR N     -    80,927.870 2,436,525.189   MT  0.99998572   -0 33 54.0
 QD1714;SPC OR N     -   265,511.38  7,993,849.05   iFT  0.99998572   -0 33 54.0
 QD1714;UTM  10      - 4,916,837.044   635,659.600   MT  0.99982633   +1 11 30.3
 QD1714
 QD1714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1714!SPC OR S     -   0.99986356  x   1.00012339  =   0.99998693
 QD1714!SPC OR N     -   0.99986356  x   0.99998572  =   0.99984928
 QD1714!UTM  10      -   0.99986356  x   0.99982633  =   0.99968991
 QD1714
 QD1714|---------------------------------------------------------------------|
 QD1714| PID    Reference Object                     Distance      Geod. Az  |
 QD1714|                                                           dddmmss.s |
 QD1714| QD1711 BIG FALLS                            26.338 METERS 10801     |
 QD1714| QD1724 TERREBONNE DICALITE CARBON TK       APPROX. 4.1 KM 1780412.9 |
 QD1714| CF4127 BIG FALLS AZ MK 2                                  2432533.2 |
 QD1714|---------------------------------------------------------------------|
 QD1714
 QD1714                          SUPERSEDED SURVEY CONTROL
 QD1714
 QD1714  NAD 83(1986)-  44 23 31.63732(N)    121 17 48.06664(W) AD(       ) 1
 QD1714  NAD 27      -  44 23 32.21201(N)    121 17 43.92147(W) AD(       ) 1
 QD1714  NGVD 29 (07/19/86)  890.6    (m)         2922.     (f) VERT ANG    3  
 QD1714
 QD1714.Superseded values are not recommended for survey control.
 QD1714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1714.See file dsdata.txt to determine how the superseded data were derived.
 QD1714
 QD1714_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ3566016837(NAD 83)
 QD1714_MARKER: DR = REFERENCE MARK DISK
 QD1714_SETTING: 66 = SET IN ROCK OUTCROP
 QD1714_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 QD1714_STAMPING: BIG FALLS 1945 RM A 1971
 QD1714_MARK LOGO: NGS   
 QD1714_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QD1714+STABILITY: POSITION/ELEVATION WELL
 QD1714_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QD1714+SATELLITE: SATELLITE OBSERVATIONS - October 23, 1989
 QD1714
 QD1714  HISTORY     - Date     Condition        Report By
 QD1714  HISTORY     - 1971     MONUMENTED       NGS
 QD1714  HISTORY     - 1971     GOOD             NGS
 QD1714  HISTORY     - 19891023 GOOD             NGS
 QD1714
 QD1714                          STATION DESCRIPTION
 QD1714
 QD1714'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LDF)
 QD1714'STATION IS LOCATED ABOUT 14-1/2 MILES NORTHEAST OF SISTERS, 10 MILES
 QD1714'NORTHWEST OF REDMOND, 6-1/2 MILES NORTHWEST OF TERREBONNE AND IS ON
 QD1714'PROPERTY OWNED BY MR. DONALD WILLIAMS WHO LIVES ABOUT 2-1/2 MILES
 QD1714'WEST OF THE STATION.
 QD1714'
 QD1714'STATION MARK IS A STANDARD DISK, STAMPED BIG FALLS 1945 RM A 1971,
 QD1714'CEMENTED IN A DRILL HOLE IN AN OUTCROP WHICH PROJECTS ABOUT 2
 QD1714'INCHES ABOVE THE GROUND SURFACE.  IT IS ON THE HIGHEST PART OF THE
 QD1714'HILL AND ABOUT 149 FEET SOUTHWEST OF A LONE TREE AND ABOUT 2 FEET
 QD1714'LOWER THAN STATION BIG FALLS 1945.
 QD1714'
 QD1714'FOR THE TO REACH, SEE DESCRIPTION TO BIG FALLS 1945.
 QD1714'
 QD1714'STATION IS LOCATED IN THE NORTHEAST 1/4 OF SECTION 4, T 14 S,
 QD1714'R 12 E.
 QD1714'
 QD1714'HEIGHT OF LIGHT ABOVE STATION MARK 10.5 METERS.
 QD1714
 QD1714                          STATION RECOVERY (1971)
 QD1714
 QD1714'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 QD1714'RECOVERED IN GOOD CONDITION.
 QD1714
 QD1714                          STATION RECOVERY (1989)
 QD1714
 QD1714'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 QD1714'THE STATION IS LOCATED ABOUT 37.0 KM (23.00 MI) NORTH OF BEND, 37.0 KM
 QD1714'(23.00 MI) WEST-NORTHWEST OF PRINEVILLE, 31.O KM (19.25 MI) SOUTHWEST
 QD1714'OF MADRAS, 24.0 KM (14.90 MI) NORTHEAST OF SISTERS, 3.2 KM (2.00 MI)
 QD1714'NORTH OF BIG FALLS, ON THE WEST SIDE OF THE DESCHUTES RIVER, IN THE
 QD1714'NORTHEAST PART OF SECTION 4, T 4S, R 12E.  OWNERSHIP--U.S. BUREAU OF
 QD1714'LAND MANAGEMENT, CROSSING PROPERTY OWNED BY DONALD WILLIAMS, RT 1 BOX
 QD1714'247, TERREBONNE OR 97760, PHONE 503-548-3709.
 QD1714'TO REACH THE STATION FROM POST OFFICE IN TERREBONE, GO WEST FOR 0.08
 QD1714'KM (0.05 MI) ON A AVENUE TO U.S. HIGHWAY 97.  TURN RIGHT AND GO NORTH
 QD1714'ON HIGHWAY 97 FOR 0.96 KM (0.60 MI) TO A PAVED ROAD LEFT.  TURN LEFT
 QD1714'AND GO WESTERLY FOR 9.98 KM (6.20 MI) ON LOWER BRIDGE ROAD TO THE
 QD1714'SOUTHWEST END OF THE BRIDGE OVER THE DESCHUTES RIVER.  CONTINUE AHEAD
 QD1714'AND GO WESTERLY FOR 7.24 KM (4.50 MI) ON LOWER BRIDGE ROAD TO A PAVED
 QD1714'ROAD LEFT, HOLMES ROAD, AND END OF PAVEMENT.  CONTINUE STRAIGHT AHEAD
 QD1714'AND GO WESTERLY FOR 0.64 KM (0.40 MI) ON THE GRAVEL ROAD, PASSING
 QD1714'MILEPOST 11, TO A FARM LANE ON THE RIGHT.  TURN RIGHT AND GO NORTHERLY
 QD1714'FOR 0.24 KM (0.15 MI) ON THE FARM LANE TO THE WILLIAMS RESIDENCE ON
 QD1714'LEFT.  CONTINUE NORTHEAST FOR 0.08 KM (0.05 MI) TO A GATE IN
 QD1714'NORTH-SOUTH FENCE LINE.  PASS THROUGH GATE AND GO 0.64 KM (0.40 MI) ON
 QD1714'THE GRAVEL LANE TO A GATE.  PASS THROUGH GATE AND CONTINUE AHEAD FOR
 QD1714'0.16 KM (0.10 MI) ON THE DIRT ROAD TO A FORK.  FOLLOW THE RIGHT FORK
 QD1714'AND GO EASTERLY FOR 0.64 KM (0.40 MI) ON THE TRACK ROAD TO A
 QD1714'IRRIGATION DITCH.  CONTINUE AHEAD FOR 0.72 KM (0.45 MI) ON THE TRACK
 QD1714'ROAD TO AN OLD HOMESTEAD.  TURN RIGHT AND GO 0.16 KM (0.10 MI) TRACK
 QD1714'ROAD, PASSING BETWEEN CORRAL AND SHACK, TO A GATE.  PASS THROUGH GATE
 QD1714'AND GO ABOUT 30.5 M (100.1 FT) ON THE TRACK ROAD TO A FORK.  FOLLOW
 QD1714'THE LEFT FORK, VERY DIM TRACK ROAD, AND GO UPHILL FOR 0.48 KM
 QD1714'(0.30 MI) TO THE TOP OF THE RIDGE.  CONTINUE EAST FOR 0.8 KM
 QD1714'(0.50 MI) ON DIM TRACK ROAD TO A SADDLE.  CONTINUE EASTERLY AND
 QD1714'NORTHERLY FOR 0.80 KM (0.50 MI) ON THE DIM TRACK ROAD TO A HILL ON
 QD1714'RIGHT.  TURN RIGHT AND GO EAST , UPHILL, FOR 0.08 KM (0.05 MI) TO THE
 QD1714'TOP OF THE HILL AND THE STATION.
 QD1714'THE STATION IS SET INTO A DRILL HOLE IN THE TOP OF A ROCK OUTCROP WITH
 QD1714'LARGEST DIMENSION BEING 1.05 M (3.4 FT).  LOCATED 45.4 M (148.9 FT)
 QD1714'SOUTHWEST FROM A 24 CM LONE CEDAR TREE, 26.3 M (86.3 FT) WEST FROM
 QD1714'STATION BIG FALLS, 18.2 M (59.7 FT) NORTHWEST FROM A 10 CM CEDAR TREE
 QD1714'AND 1.65 M (5.4 FT) EAST FROM A CARSONITE WITNESS POST.
 QD1714'DESCRIBED  BY D.F. CALLAHAN.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0310 ***********************************************************************
 NW0310  DESIGNATION -  BIG GRASSY
 NW0310  PID         -  NW0310
 NW0310  STATE/COUNTY-  OR/MALHEUR
 NW0310  USGS QUAD   -  SKULL CREEK (1980)
 NW0310
 NW0310                         *CURRENT SURVEY CONTROL
 NW0310  ___________________________________________________________________
 NW0310* NAD 83(1991)-  42 37 43.07402(N)    117 20 00.63755(W)     ADJUSTED  
 NW0310* NAVD 88     -      1652.1    (meters)    5420.     (feet)  VERTCON   
 NW0310  ___________________________________________________________________
 NW0310  LAPLACE CORR-           3.77  (seconds)                    DEFLEC99
 NW0310  GEOID HEIGHT-         -17.59  (meters)                     GEOID03
 NW0310  HORZ ORDER  -  FIRST
 NW0310
 NW0310.The horizontal coordinates were established by classical geodetic methods
 NW0310.and adjusted by the National Geodetic Survey in October 1991.
 NW0310
 NW0310.The NAVD 88 height was computed by applying the VERTCON shift value to
 NW0310.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NW0310
 NW0310.The Laplace correction was computed from DEFLEC99 derived deflections.
 NW0310
 NW0310.The geoid height was determined by GEOID03.
 NW0310
 NW0310;                    North         East     Units Scale Factor Converg.
 NW0310;SPC OR S     -   111,767.786 1,759,670.357   MT  0.99993872   +2 09 58.8
 NW0310;SPC OR S     -   366,692.21  5,773,196.71   iFT  0.99993872   +2 09 58.8
 NW0310;UTM  11      - 4,719,630.221   472,652.963   MT  0.99960920   -0 13 33.1
 NW0310
 NW0310!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NW0310!SPC OR S     -   0.99974372  x   0.99993872  =   0.99968246
 NW0310!UTM  11      -   0.99974372  x   0.99960920  =   0.99935302
 NW0310
 NW0310:                Primary Azimuth Mark                     Grid Az
 NW0310:SPC OR S     -  SOUTH MTN 3                              067 53 39.8
 NW0310:UTM  11      -  SOUTH MTN 3                              070 17 11.7
 NW0310
 NW0310|---------------------------------------------------------------------|
 NW0310| PID    Reference Object                     Distance      Geod. Az  |
 NW0310|                                                           dddmmss.s |
 NW0310| NW0401 SOUTH MTN 3                         APPROX.36.5 KM 0700338.6 |
 NW0310| CD6859 BIG GRASSY RM 1                      12.549 METERS 24652     |
 NW0310| CD6861 BIG GRASSY RM 3 AZIMUTH                            30846     |
 NW0310| CD6860 BIG GRASSY RM 2                       6.484 METERS 33304     |
 NW0310|---------------------------------------------------------------------|
 NW0310
 NW0310                          SUPERSEDED SURVEY CONTROL
 NW0310
 NW0310  NAD 83(1986)-  42 37 43.07731(N)    117 20 00.63616(W) AD(       ) 1
 NW0310  NAD 27      -  42 37 43.53100(N)    117 19 57.11600(W) AD(       ) 1
 NW0310  NGVD 29 (07/19/86) 1651.0    (m)         5417.     (f) VERT ANG    3  
 NW0310
 NW0310.Superseded values are not recommended for survey control.
 NW0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0310.See file dsdata.txt to determine how the superseded data were derived.
 NW0310
 NW0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH7265319630(NAD 83)
 NW0310_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NW0310_SETTING: 66 = SET IN ROCK OUTCROP
 NW0310
 NW0310  HISTORY     - Date     Condition        Report By
 NW0310  HISTORY     - 1934     MONUMENTED       CGS
 NW0310  HISTORY     - 1969     GOOD             USGS
 NW0310  HISTORY     - 1975     GOOD             USGS
 NW0310
 NW0310                          STATION DESCRIPTION
 NW0310
 NW0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CP)
 NW0310'STATION IS LOCATED ON THE HIGHEST POINT OF A LARGE ROUNDED HILL,
 NW0310'GENTLY SLOPING ON ALL SIDES, ABOUT 19 MILES SOUTHEAST OF THE
 NW0310'HAMLET OF ROME, AND 6 MILES SOUTHWEST OF THE OWYHEE RIVER.
 NW0310'
 NW0310'REACHED FROM ROME AS FOLLOWS--FROM THE RIVER BRIDGE GO SOUTH
 NW0310'0.5 MILE, TAKE THE SECOND LEFT FORK AND CONTINUE ON THE
 NW0310'MAIN-TRAVELED ROAD UP THE RIVER FOR 3.4 MILES, THENCE STRAIGHT
 NW0310'AHEAD 2.5 MILES TO A SMALL RANCH HOUSE, TURN LEFT AFTER PASSING
 NW0310'HOUSE AND FOLLOW THE MAIN ROAD 0.8 MILE, PASS THROUGH GATE AND
 NW0310'CONTINUE STRAIGHT AHEAD 0.2 MILE, TAKE LEFT FORK AND GO 15.5
 NW0310'MILES, TAKE RIGHT FORK AND GO 1.2 MILES TO A LOCKED GATE, TURN
 NW0310'LEFT AND FOLLOW THE DIM ROAD 3.5 MILES.  FROM HERE THE STATION
 NW0310'IS ABOUT 2.5 MILES SOUTHWEST AND BY EXERCISING CARE TRUCK CAN
 NW0310'BE DRIVEN TO TOP OF THE HILL AND STATION.
 NW0310'
 NW0310'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 NW0310'SET IN OUTCROPPING BEDROCK AS DESCRIBED IN NOTES 2 AND 12A
 NW0310'RESPECTIVELY.
 NW0310'
 NW0310'AZIMUTH MARK IS IN THE ROCK OUTCROP 0.3 MILE NORTH-NORTHWEST OF
 NW0310'STATION.
 NW0310
 NW0310                          STATION RECOVERY (1969)
 NW0310
 NW0310'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 NW0310'RECOVERED AS DESCRIBED.
 NW0310'
 NW0310'NEW TO REACH FOLLOWS--TO REACH FROM ROME, DRIVE W. ON U.S. HWY.
 NW0310'95 0.2 MI TO T-RD. SE.  TURN LEFT (SE.) 0.7 MI TO FENCE AND WIRE
 NW0310'GATE, PASS THROUGH GATE 0.5 MI TO ANOTHER FENCE AND WIRE GATE,
 NW0310'PASS THROUGH GATE 0.1 MI TO RD. FORK.  TAKE LEFT FORK (STRAIGHT
 NW0310'AHEAD) ON LESS-TRAVELED RD. 1.6 MI TO T-FENCE CORNER AND WIRE
 NW0310'GATE, PASS THROUGH WIRE GATE 0.5 MI TO ABANDONED RANCH, CONTINUE
 NW0310'ON RD. PAST RANCH 1.0 MI TO Y-RD. FORK.  KEEP LEFT 3.0 MI TO FENCE
 NW0310'AND GATE, PASS THROUGH GATE 2.6 MI TO RD. FORK.  KEEP LEFT FORK
 NW0310'7.5 MI TO STOCKPOND LEFT, CONTINUE ON RD. 1.7 MI TO RD. FORK.
 NW0310'TAKE LEFT FORK 0.6 MI TO FENCE AND WOODEN GATE, PASS THROUGH GATE
 NW0310'2.5 MI TO FENCE AND WIRE GATE, PASS THROUGH GATE 0.9 MI TO
 NW0310'STOCKPOND LEFT, CONTINUE ON RD. 1.6 MI TO POINT WHERE RD. CROSSES
 NW0310'SADDLE (FROM THIS POINT STATION CAN BE REACHED BY DRIVING ACROSS
 NW0310'COUNTRY SW. 3.0 MI OF VERY ROUGH, ROCKY GOING WITH 4-WHEEL DRIVE)
 NW0310'CONTINUE ON RD. 2.3 MI TO STOCKPOND RIGHT, CONTINUE ON RD. 0.3 MI
 NW0310'TO CORRALS AND LINE SHACK.  TURN RIGHT ALONG FENCE 0.1 MI TO RD.
 NW0310'FORK.  TAKE RIGHT FORK STRAIGHT AHEAD 1.2 MI TO RD. FORK.  TAKE
 NW0310'RIGHT FORK 3.4 MI TO RD. FORK.  TAKE RIGHT FORK 2.9 MI TO DRAIN
 NW0310'X-ING. AND LARGE STOCKPOND LEFT, CONTINUE ON DIM TRACK RD. 2.2 MI
 NW0310'TO DIM RD. FORK.  TURN LEFT 0.3 MI TO STOCKPOND RIGHT.  GO AROUND
 NW0310'SOUTH END AT POND AND PROCEED WESTERLY ON DIM TRACK RD. 1.4 MI TO
 NW0310'TOP OF BUTTE AND STATION RIGHT.  LAST 1.4 MI SHOULD BE TRAVELED
 NW0310'WITH 4-WHEEL DRIVE.  DRIVING TIME IS 4 1/2 HOURS FROM JORDAN
 NW0310'VALLEY.
 NW0310'
 NW0310'HEIGHT OF INSTRUMENT STAND ABOVE STATION MARK--5.55 FT
 NW0310
 NW0310                          STATION RECOVERY (1975)
 NW0310
 NW0310'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NW0310'RECOVERED AS RE-DESCRIBED BY USGS IN 1969.
 NW0310'
 NW0310'INSTRUMENT STAND 4.9 FT ABOVE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA1088 ***********************************************************************
 RA1088  DESIGNATION -  BIG HILL
 RA1088  PID         -  RA1088
 RA1088  STATE/COUNTY-  OR/UNION
 RA1088  USGS QUAD   -  FLAGSTAFF BUTTE (1993)
 RA1088
 RA1088                         *CURRENT SURVEY CONTROL
 RA1088  ___________________________________________________________________
 RA1088* NAD 83(1991)-  45 01 14.47587(N)    117 36 30.69548(W)     ADJUSTED  
 RA1088* NAVD 88     -      1402.3    (meters)    4601.     (feet)  VERTCON   
 RA1088  ___________________________________________________________________
 RA1088  LAPLACE CORR-          10.68  (seconds)                    DEFLEC99
 RA1088  GEOID HEIGHT-         -16.59  (meters)                     GEOID03
 RA1088  HORZ ORDER  -  THIRD
 RA1088
 RA1088.The horizontal coordinates were established by classical geodetic methods
 RA1088.and adjusted by the National Geodetic Survey in October 1991.
 RA1088
 RA1088.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1088.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1088
 RA1088.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1088
 RA1088.The geoid height was determined by GEOID03.
 RA1088
 RA1088;                    North         East     Units Scale Factor Converg.
 RA1088;SPC OR N     -   154,537.857 2,727,829.564   MT  0.99989791   +2 03 02.1
 RA1088;SPC OR N     -   507,013.97  8,949,572.06   iFT  0.99989791   +2 03 02.1
 RA1088;UTM  11      - 4,985,428.649   452,056.063   MT  0.99962826   -0 25 49.6
 RA1088
 RA1088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1088!SPC OR N     -   0.99978279  x   0.99989791  =   0.99968073
 RA1088!UTM  11      -   0.99978279  x   0.99962826  =   0.99941113
 RA1088
 RA1088|---------------------------------------------------------------------|
 RA1088| PID    Reference Object                     Distance      Geod. Az  |
 RA1088|                                                           dddmmss.s |
 RA1088| RA1103 BIG HILL RM 2                         5.641 METERS 15719     |
 RA1088| QB1254 MAGPIE                              APPROX.17.9 KM 2410400.0 |
 RA1088| RA1102 BIG HILL RM 1                         4.508 METERS 27604     |
 RA1088|---------------------------------------------------------------------|
 RA1088
 RA1088                          SUPERSEDED SURVEY CONTROL
 RA1088
 RA1088  NAD 83(1986)-  45 01 14.46812(N)    117 36 30.71192(W) AD(       ) 3
 RA1088  NGVD 29 (12/08/88) 1401.1    (m)         4597.     (f) VERT ANG    3  
 RA1088
 RA1088.Superseded values are not recommended for survey control.
 RA1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1088.See file dsdata.txt to determine how the superseded data were derived.
 RA1088
 RA1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK5205685429(NAD 83)
 RA1088_MARKER: DS = TRIANGULATION STATION DISK
 RA1088_SETTING: 80 = SET IN A BOULDER
 RA1088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA1088+STABILITY: SURFACE MOTION
 RA1088
 RA1088  HISTORY     - Date     Condition        Report By
 RA1088  HISTORY     - 1964     MONUMENTED       USGS
 RA1088
 RA1088                          STATION DESCRIPTION
 RA1088
 RA1088'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 RA1088'LOCATED ABOUT 18.5 MI SE. OF UNION, 1.7 MI W. OF UNION-BAKER
 RA1088'COUNTY LINE, 1.5 MI ENE. OF MEDICAL SPRINGS.  ON HIGHEST POINT OF
 RA1088'HILL KNOWN LOCALLY AS BIG HILL.
 RA1088'
 RA1088'TO REACH FROM MEDICAL SPRINGS POST OFFICE, DRIVE 0.4 MI NW.
 RA1088'TOWARDS UNION TO RD. JCT.  TAKE RIGHT FORK TOWARDS TAYLOR GREEN
 RA1088'2.95 MI TO Y-RD.  TAKE RIGHT FORK 0.4 MI TO RD. FORK.  TAKE RIGHT
 RA1088'FORK 0.05 MI TO RD. FORK.  TAKE LEFT FORK 0.4 MI TO RD. FORK.  TAKE
 RA1088'RIGHT FORK 0.4 MI TO RD. FORK AT WIRE GATE.  TAKE RIGHT FORK 0.4
 RA1088'MI TO END OF TRUCK TRAVEL AT TOP AND STATION.
 RA1088'
 RA1088'STATION MARK--STANDARD TABLET STAMPED---BIG HILL 1964---, SET IN
 RA1088'NATURALLY EMBEDDED BOULDER.
 RA1088'
 RA1088'RM 1--STANDARD TABLET STAMPED---NO 1 1964---, CEMENTED IN OUTCROP.
 RA1088'
 RA1088'RM 2--STANDARD TABLET STAMPED---NO 2 1964---, CEMENTED IN OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB1488 ***********************************************************************
 RB1488  FBN         -  This is a Federal Base Network Control Station.
 RB1488  DESIGNATION -  BIG HILL RESET
 RB1488  PID         -  RB1488
 RB1488  STATE/COUNTY-  OR/UMATILLA
 RB1488  USGS QUAD   -  CABBAGE HILL (1978)
 RB1488
 RB1488                         *CURRENT SURVEY CONTROL
 RB1488  ___________________________________________________________________
 RB1488* NAD 83(2007)-  45 35 58.22564(N)    118 31 48.55554(W)     ADJUSTED  
 RB1488* NAVD 88     -      1169.9    (meters)    3838.     (feet)  GPS OBS   
 RB1488  ___________________________________________________________________
 RB1488  EPOCH DATE  -        2007.00
 RB1488  X           -  -2,135,462.174 (meters)                     COMP
 RB1488  Y           -  -3,928,100.639 (meters)                     COMP
 RB1488  Z           -   4,535,035.941 (meters)                     COMP
 RB1488  LAPLACE CORR-          12.12  (seconds)                    DEFLEC99
 RB1488  ELLIP HEIGHT-        1150.372 (meters)          (02/10/07) ADJUSTED
 RB1488  GEOID HEIGHT-         -19.60  (meters)                     GEOID03
 RB1488
 RB1488  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 RB1488  Type    PID    Designation                      North   East  Ellip
 RB1488  -------------------------------------------------------------------
 RB1488  NETWORK RB1488 BIG HILL RESET                    0.41   0.33   1.10
 RB1488  -------------------------------------------------------------------
 RB1488
 RB1488.The horizontal coordinates were established by GPS observations
 RB1488.and adjusted by the National Geodetic Survey in February 2007.
 RB1488
 RB1488.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 RB1488.See www.ngs.noaa.gov/NationalReadjustment for more information.
 RB1488.The horizontal coordinates are valid at the epoch date displayed above.
 RB1488.The epoch date for horizontal control is a decimal equivalence
 RB1488.of Year/Month/Day.
 RB1488
 RB1488.The orthometric height was determined by GPS observations and a
 RB1488.high-resolution geoid model.
 RB1488
 RB1488.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RB1488
 RB1488.The Laplace correction was computed from DEFLEC99 derived deflections.
 RB1488
 RB1488.The ellipsoidal height was determined by GPS observations
 RB1488.and is referenced to NAD 83.
 RB1488
 RB1488.The geoid height was determined by GEOID03.
 RB1488
 RB1488;                    North         East     Units Scale Factor Converg.
 RB1488;SPC OR N     -   216,656.253 2,653,660.808   MT  0.99992282   +1 23 49.2
 RB1488;SPC OR N     -   710,814.48  8,706,236.25   iFT  0.99992282   +1 23 49.2
 RB1488;UTM  11      - 5,050,690.186   380,664.973   MT  0.99977508   -1 05 36.1
 RB1488
 RB1488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RB1488!SPC OR N     -   0.99981968  x   0.99992282  =   0.99974252
 RB1488!UTM  11      -   0.99981968  x   0.99977508  =   0.99959480
 RB1488
 RB1488|---------------------------------------------------------------------|
 RB1488| PID    Reference Object                     Distance      Geod. Az  |
 RB1488|                                                           dddmmss.s |
 RB1488| CF4499 BIG HILL WM IN TREE W                21.800 METERS 00109     |
 RB1488| CF4497 BIG HILL RM                          59.620 METERS 01024     |
 RB1488| CF4498 BIG HILL WM IN TREE E                20.700 METERS 01427     |
 RB1488| CF4496 BIG HILL RM 2                        19.090 METERS 02018     |
 RB1488| RB1505 BIG HILL RM 2                        19.117 METERS 02035     |
 RB1488| RB1361 DEADMAN PASS ORFS RADIO MAST        APPROX. 0.6 KM 0912631.3 |
 RB1488| RB1504 BIG HILL AZ MK                                     2331815.1 |
 RB1488| RB1360 AIRWAY BCN 48 SE OF PENDLETON       APPROX. 4.0 KM 2534904.5 |
 RB1488| RB1506 BIG HILL RM 3                        21.219 METERS 27623     |
 RB1488|---------------------------------------------------------------------|
 RB1488
 RB1488                          SUPERSEDED SURVEY CONTROL
 RB1488
 RB1488  NAD 83(1998)-  45 35 58.22473(N)    118 31 48.55513(W) AD(       ) A
 RB1488  ELLIP H (07/02/97) 1150.375  (m)                       GP(       ) 3 1
 RB1488  ELLIP H (05/29/91) 1150.453  (m)                       GP(       ) 4 1
 RB1488  NAD 83(1991)-  45 35 58.22343(N)    118 31 48.55294(W) AD(       ) A
 RB1488  ELLIP H (02/25/91) 1150.453  (m)                       GP(       ) 4 1
 RB1488  NAD 83(1986)-  45 35 58.22455(N)    118 31 48.54436(W) AD(       ) 1
 RB1488  NAD 27      -  45 35 58.75517(N)    118 31 44.66176(W) AD(       ) 1
 RB1488  NGVD 29 (02/25/91) 1168.8    (m)         3835.     (f) GPS OBS     3  
 RB1488
 RB1488.Superseded values are not recommended for survey control.
 RB1488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1488.See file dsdata.txt to determine how the superseded data were derived.
 RB1488
 RB1488_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL8066550690(NAD 83)
 RB1488_MARKER: DS = TRIANGULATION STATION DISK
 RB1488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB1488_SP_SET: CONCRETE POST
 RB1488_STAMPING: BIG HILL 1916 1963 9 14 96 9 17 97
 RB1488_MARK LOGO: CGS   
 RB1488_MAGNETIC: N = NO MAGNETIC MATERIAL
 RB1488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB1488+STABILITY: SURFACE MOTION
 RB1488_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RB1488+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2006
 RB1488
 RB1488  HISTORY     - Date     Condition        Report By
 RB1488  HISTORY     - 1963     MONUMENTED       CGS
 RB1488  HISTORY     - 19890502 GOOD             NGS
 RB1488  HISTORY     - 19890521 GOOD             NGS
 RB1488  HISTORY     - 19901129 GOOD
 RB1488  HISTORY     - 19960907 GOOD             CHANCE
 RB1488  HISTORY     - 19980121 GOOD             USFS
 RB1488  HISTORY     - 20020908 GOOD             NGS
 RB1488  HISTORY     - 20060811 GOOD             GEOCAC
 RB1488
 RB1488                          STATION DESCRIPTION
 RB1488
 RB1488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 RB1488'THE UNDERGROUND STATION MARK WAS RECOVERED IN GOOD CONDITION.  THE
 RB1488'SURFACE MARK WAS RECOVERED IN POOR CONDITION.  A NEW SURFACE MARK
 RB1488'WAS SET, HOLDING THE EXACT POSITION OF THE UNDERGROUND MARK.
 RB1488'STATION IS ABOUT 14 MILES SOUTHEAST OF PENDLETON, 9-1/2 MILES
 RB1488'SOUTHEAST OF MISSION AND 9-1/2 MILES NORTHWEST OF MEACHAM, ON A
 RB1488'LOW, BARE TOPPED HILL THAT HAS PINE TREES ON THE NORTH SLOPE.
 RB1488'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND
 RB1488'STATE HIGHWAY 11 IN THE EAST EDGE OF PENDLETON, GO SOUTHEAST ON
 RB1488'U.S. HIGHWAY 30 FOR 4.65 MILES TO A PAVED CROSSROAD.  CONTINUE
 RB1488'SOUTHEAST ON U.S. HIGHWAY 30 FOR 13.05 MILES TO THE DEADMAN PASS
 RB1488'EXIT.  TURN RIGHT OFF HIGHWAY AND GO 0.05 MILE TO A SIDE ROAD
 RB1488'LEFT.  TURN LEFT, PASSING UNDER NEW HIGHWAY AND GO WESTERLY ON
 RB1488'OLD HIGHWAY FOR 1.75 MILES TO A DIRT SIDE ROAD RIGHT.
 RB1488'STATION MARK IS A STANDARD DISK, STAMPED BIG HILL 1916 1963, SET
 RB1488'IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 2 FEET IN DIAMETER.  IT
 RB1488'IS 87 FEET NORTHEAST OF THE NORTHEAST CORNER OF A SMALL METAL
 RB1488'BUILDING AND 7 FEET NORTHWEST OF A WITNESS POST.
 RB1488
 RB1488                          STATION RECOVERY (1989)
 RB1488
 RB1488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 RB1488'THE STATION IS LOCATED ABOUT 22.5 KM (14.0 MI) SOUTHEAST OF PENDLETON,
 RB1488'15.3 KM (9.5 MI) SOUTHEAST OF MISSION, 15.3 KM (9.5 MI)  NORTHWEST OF
 RB1488'MEACHAM AND ON A LOW BARE HILL WITH SPARSE PINES ON THE NORTH SLOPE.
 RB1488'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 84 AND STATE ROUTE 11
 RB1488'IN PENDLETON, GO SOUTHEAST ON INTERSTATE HIGHWAY 84 FOR 28.49 KM
 RB1488'(17.70 MI) TO THE DEAD MANS PASS EXIT, TURN RIGHT ON THE EXIT RAMP
 RB1488'FOR 0.08 KM (0.05 MI) TO A T-INTERSECTION.  TURN LEFT, PASSING UNDER
 RB1488'THE HIGHWAY FOR 0.20 KM (0.12 MI) TO A STOP SIGN.  CONTINUE WESTERLY
 RB1488'ON THE OLD ALIGNMENT OF THE HIGHWAY FOR 2.90 KM (1.80 MI) TO A SIDE
 RB1488'ROAD RIGHT. TURN SHARP FOR 0.08 KM (0.05 MI) TO A FORK.  TAKE THE
 RB1488'RIGHT FORK AND GO EASTERLY FOR 0.32 KM (0.20 MI) TO A FORK.  TAKE THE
 RB1488'RIGHT FORK AND CONTINUE EASTERLY FOR 0.32 KM (0.20 MI) TO THE HIGHEST
 RB1488'POINT AND THE STATION.
 RB1488'THE MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE THAT
 RB1488'PROJECTS 15 CM (6 INCHES) ABOVE THE GROUND SURFACE.  IT IS 26.5 M
 RB1488'(86.9 FT) NORTHEAST OF THE NORTHEAST CORNER OF A METAL BUILDING AND
 RB1488'1.7 M (5.6 FT) NORTHWEST OF A WITNESS POST.
 RB1488
 RB1488                          STATION RECOVERY (1990)
 RB1488
 RB1488'RECOVERED 1990
 RB1488'RECOVERED IN GOOD CONDITION.
 RB1488
 RB1488                          STATION RECOVERY (1996)
 RB1488
 RB1488'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 RB1488'RECOVERED AS DESCRIBED BY NGS 1989.  THE EXIT NUMBER FOR DEAD MANS
 RB1488'PASS ROAD IS EXIT 228.  THE METAL BUILDING REFERENCED AS A TIE IN 1989
 RB1488'NO LONGER EXISTS.  RM 2 AND RM 3 WERE RECOVERED IN GOOD CONDITION.
 RB1488'ADDITIONAL TIES FOLLOW  THE STATION IS LOCATED 27.8 M (91.2 FT)
 RB1488'SOUTHWEST OF A 30 CM DIA PINE TREE, 1.6 M (5.2 FT) WEST OF A WITNESS
 RB1488'POST, 56.6 M (185.7 FT) NORTHWEST OF A TRIANGULAR FRAME TOWER, 77.0 M
 RB1488'(252.6 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE FENCE AROUND THE
 RB1488'WESTERN RADIO TOWER AND 43.7 M (143.4 FT) NORTH OF THE CENTERLINE OF
 RB1488'THE TRACK ROAD
 RB1488
 RB1488                          STATION RECOVERY (1998)
 RB1488
 RB1488'RECOVERY NOTE BY US FOREST SERVICE 1998 (DS)
 RB1488'THE STATION IS LOCATED ABOUT 22.5 KM (14.00 MI) SOUTHEAST OF
 RB1488'PENDLETON, 15.3 KM (9.50 MI) SOUTHEAST OF MISSION, 15.3 KM (9.50 MI)
 RB1488'NORTHWEST OF MEACHAM, AND ON A LOW BARE HILL WITH SPARSE PINES ON THE
 RB1488'NORTH SLOPE.  OWNERSHIP--OREGON STATE LANDS.  TO REACH FROM THE
 RB1488'JUNCTION OF INTERSTATE HIGHWAY 84 AND STATE ROUTE 11 IN PENDLETON, GO
 RB1488'SOUTHEAST ON INTERSTATE 84 FOR 28.49 KM (17.70 MI) TO THE DEAD MANS
 RB1488'PASS EXIT 228.  BEAR RIGHT ON THE EXIT RAMP FOR 0.08 KM (0.05 MI) TO A
 RB1488'T-INTERSECTION.  TURN LEFT, PASSING UNDER THE HIGHWAY, FOR 0.20 KM
 RB1488'(0.10 MI) TO A STOP SIGN.  CONTINUE WESTERLY ON THE OLD ALIGNMENT OF
 RB1488'THE HIGHWAY FOR 2.90 KM (1.80 MI) TO A SIDE ROAD RIGHT AT MILEPOST
 RB1488'228.09.  TURN SHARP RIGHT ON ROAD FOR 0.08 KM (0.05 MI) TO A FORK.
 RB1488'TAKE THE RIGHT FORK AND GO EASTERLY FOR 0.32 KM (0.20 MI) TO A FORK.
 RB1488'TAKE THE RIGHT FORK AND CONTINUE EASTERLY FOR 0.32 KM (0.20 MI) TO THE
 RB1488'HIGHEST POINT AND THE STATION ON THE LEFT.  THE STATION IS A STANDARD
 RB1488'DISK SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 60 CM IN DIAMETER
 RB1488'THAT PROJECTS 15 CM ABOVE THE GROUND SURFACE.  IT IS 77.0 M (252.6 FT)
 RB1488'NORTHWEST FROM THE NORTHWEST CORNER OF THE FENCE AROUND THE EASTERN
 RB1488'RADIO TOWER, 58.8 M (192.9 FT) NORTH FROM THE NORTHWEST CORNER OF THE
 RB1488'WESTERNMOST BUILDING, 56.6 M (185.7 FT) NORTHWEST FROM A TRIANGULAR
 RB1488'FRAME TOWER, 43.7 M (143.4 FT) NORTH FROM THE CENTER OF THE TRACK
 RB1488'ROAD, 27.8 M (91.2 FT) SOUTHWEST FROM A 30 CM DIAMETER PINE TREE, AND
 RB1488'1.6 M (5.2 FT) WEST FROM A WITNESS POST.
 RB1488
 RB1488                          STATION RECOVERY (2002)
 RB1488
 RB1488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DW)
 RB1488'DISK IS NOW STAMPED 'BIG HILL 1916 1963 9/14/96 9/17/97 9/26/2000'. IT
 RB1488'IS
 RB1488'REQUESTED THAT WHOMEVER IS STAMPING THIS DISK WITH DATES PLEASE DO NOT
 RB1488'DO
 RB1488'SO.
 RB1488
 RB1488                          STATION RECOVERY (2006)
 RB1488
 RB1488'RECOVERY NOTE BY GEOCACHING 2006 (GOP)
 RB1488'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA1198 ***********************************************************************
 RA1198  DESIGNATION -  BIG HOLE
 RA1198  PID         -  RA1198
 RA1198  STATE/COUNTY-  OR/WALLOWA
 RA1198  USGS QUAD   -  ELBOW CREEK (1995)
 RA1198
 RA1198                         *CURRENT SURVEY CONTROL
 RA1198  ___________________________________________________________________
 RA1198* NAD 83(1991)-  45 56 04.59246(N)    117 42 40.49445(W)     ADJUSTED  
 RA1198* NAVD 88     -      1503.1    (meters)    4931.     (feet)  VERTCON   
 RA1198  ___________________________________________________________________
 RA1198  LAPLACE CORR-           2.69  (seconds)                    DEFLEC99
 RA1198  GEOID HEIGHT-         -17.86  (meters)                     GEOID03
 RA1198  HORZ ORDER  -  THIRD
 RA1198
 RA1198.The horizontal coordinates were established by classical geodetic methods
 RA1198.and adjusted by the National Geodetic Survey in October 1991.
 RA1198
 RA1198.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1198.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1198
 RA1198.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1198
 RA1198.The geoid height was determined by GEOID03.
 RA1198
 RA1198;                    North         East     Units Scale Factor Converg.
 RA1198;SPC OR N     -   255,758.895 2,716,233.833   MT  0.99998403   +1 58 39.9
 RA1198;SPC OR N     -   839,103.99  8,911,528.32   iFT  0.99998403   +1 58 39.9
 RA1198;SPC WA S     -    70,654.902   716,230.544   MT  0.99997858   +2 01 32.7
 RA1198;SPC WA S     -   231,806.96  2,349,833.04   sFT  0.99997858   +2 01 32.7
 RA1198;UTM  11      - 5,087,028.064   444,861.589   MT  0.99963737   -0 30 39.9
 RA1198
 RA1198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1198!SPC OR N     -   0.99976722  x   0.99998403  =   0.99975125
 RA1198!SPC WA S     -   0.99976722  x   0.99997858  =   0.99974580
 RA1198!UTM  11      -   0.99976722  x   0.99963737  =   0.99940467
 RA1198
 RA1198:                Primary Azimuth Mark                     Grid Az
 RA1198:SPC OR N     -  BIG HOLE AZ MK                           069 59 16.3
 RA1198:SPC WA S     -  BIG HOLE AZ MK                           069 56 23.5
 RA1198:UTM  11      -  BIG HOLE AZ MK                           072 28 36.1
 RA1198
 RA1198|---------------------------------------------------------------------|
 RA1198| PID    Reference Object                     Distance      Geod. Az  |
 RA1198|                                                           dddmmss.s |
 RA1198| CF4500 BIG HOLE AZ MK                                     0715756.2 |
 RA1198| CF4501 BIG HOLE RM 1                         9.440 METERS 17428     |
 RA1198| CF4502 BIG HOLE RM 2                        10.641 METERS 28152     |
 RA1198|---------------------------------------------------------------------|
 RA1198
 RA1198                          SUPERSEDED SURVEY CONTROL
 RA1198
 RA1198  NAD 83(1986)-  45 56 04.59807(N)    117 42 40.48561(W) AD(       ) 3
 RA1198  NAD 27      -  45 56 05.08768(N)    117 42 36.76219(W) AD(       ) 3
 RA1198  NGVD 29 (07/19/86) 1501.9    (m)         4927.     (f) VERT ANG    3  
 RA1198
 RA1198.Superseded values are not recommended for survey control.
 RA1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1198.See file dsdata.txt to determine how the superseded data were derived.
 RA1198
 RA1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML4486287028(NAD 83)
 RA1198_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RA1198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RA1198
 RA1198  HISTORY     - Date     Condition        Report By
 RA1198  HISTORY     - 1963     MONUMENTED       CGS
 RA1198
 RA1198                          STATION DESCRIPTION
 RA1198
 RA1198'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 RA1198'THE STATION IS LOCATED ABOUT 21-1/2 MILES NORTHEAST OF TOLLGATE,
 RA1198'4-1/2 MILES SOUTH OF THE OREGON-WASHINGTON STATE LINE, 4 MILES
 RA1198'WEST OF THE LONG MEADOWS GUARD STATION ON THE EAST RIM OF BIG HOLE
 RA1198'CANYON.
 RA1198'
 RA1198'TO REACH THE STATION FROM THE JUNCTION OF OREGON STATE HIGHWAY
 RA1198'204 AND THE SKYLINE ROAD (FOREST SERVICE ROUTE N910) IN TOLLGATE,
 RA1198'GO EASTERLY ON SKYLINE ROAD FOR 2.5 MILES, PASSING THE TOLLGATE
 RA1198'GUARD STATION, TO A FORK, TAKE THE LEFT FORK, TURNING BACK
 RA1198'SHARP LEFT AND GO 9.7 MILES ON THE SKYLINE ROAD TO A SIDE ROAD
 RA1198'ON THE RIGHT AND SIGN JUBILE CAMPGROUND 3 LUGER CAMPGROUND
 RA1198'9.  CONTINUE AHEAD ON SKYLINE ROAD FOR 3.3 MILES TO A FORK AND
 RA1198'SIGN LOOKOUT MT L.O. 14.  TAKE THE RIGHT FORK AS PER SIGN AND
 RA1198'GO 11.4 MILES TO A REVERSE Y FORK, CONTINUE STRAIGHT AHEAD FOR
 RA1198'1.2 MILES TO A REVERSE Y FORK AND SIGN LOOKOUT MOUNTAIN 1.
 RA1198'CONTINUE AHEAD FOR 8.25 MILES TO U.S. GEOLOGICAL SURVEY BENCH
 RA1198'MARK H 17 ON THE LEFT AND THE STATION 170 FEET ON THE LEFT,
 RA1198'ON THE RIM OF THE CANYON.
 RA1198'
 RA1198'THE STATION MARK IS A STANDARD DISK, STAMPED BIG HOLE 1963,
 RA1198'CEMENTED IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT
 RA1198'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 170 FEET NORTH OF
 RA1198'THE CENTER OF THE ROAD, 36 FEET SOUTH OF A POINT WHERE THE RIM
 RA1198'BREAKS OFF TO THE NORTH AND 3.3 FEET SOUTHWEST OF A WITNESS POST.
 RA1198'
 RA1198'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BIG HOLE NO 1 1963,
 RA1198'CEMENTED IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT
 RA1198'PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 66 FEET SOUTH OF THE EDGE
 RA1198'OF THE RIM, 32.9 FEET SOUTH OF THE WITNESS POST AND ABOUT LEVEL
 RA1198'WITH THE STATION.
 RA1198'
 RA1198'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BIG HOLE NO 2 1963,
 RA1198'CEMENTED IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT
 RA1198'IS FLUSH WITH THE GROUND.  IT IS 37.2 FEET WEST SOUTHWEST OF THE
 RA1198'WITNESS POST, 34.0 FEET SOUTH OF THE EDGE OF THE RIM AND ABOUT
 RA1198'LEVEL WITH THE STATION.
 RA1198'
 RA1198'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BIG HOLE 1963,
 RA1198'CEMENTED IN A DRILL HOLE IN BEDROCK FLUSH WITH THE GROUND.  IT IS
 RA1198'AT A POINT WHERE THE RIM SLOPES TO THE WEST, 31 FEET WEST OF THE
 RA1198'CENTER OF A TRACK ROAD, 7.8 FEET WEST OF A WITNESS POST AND ABOUT
 RA1198'5 FEET LOWER THAN THE TRACK ROAD.  TO REACH THE MARK FROM THE
 RA1198'STATION, CONTINUE AHEAD ON THE ROAD FOR 0.5 MILE TO A TRACK
 RA1198'ROAD ON THE LEFT.  TURN LEFT, NORTH AND GO 0.05 MILE TO THE
 RA1198'MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0757 ***********************************************************************
 PB0757  DESIGNATION -  BIG MARSH
 PB0757  PID         -  PB0757
 PB0757  STATE/COUNTY-  OR/KLAMATH
 PB0757  USGS QUAD   -  CRESCENT LAKE (1981)
 PB0757
 PB0757                         *CURRENT SURVEY CONTROL
 PB0757  ___________________________________________________________________
 PB0757* NAD 83(1991)-  43 24 26.61169(N)    121 56 09.75797(W)     ADJUSTED  
 PB0757* NAVD 88     -      1443.5    (meters)    4736.     (feet)  VERTCON   
 PB0757  ___________________________________________________________________
 PB0757  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 PB0757  GEOID HEIGHT-         -21.27  (meters)                     GEOID03
 PB0757  HORZ ORDER  -  THIRD
 PB0757
 PB0757.The horizontal coordinates were established by classical geodetic methods
 PB0757.and adjusted by the National Geodetic Survey in October 1991.
 PB0757
 PB0757.The NAVD 88 height was computed by applying the VERTCON shift value to
 PB0757.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PB0757
 PB0757.The Laplace correction was computed from DEFLEC99 derived deflections.
 PB0757
 PB0757.The geoid height was determined by GEOID03.
 PB0757
 PB0757;                    North         East     Units Scale Factor Converg.
 PB0757;SPC OR S     -   194,362.059 1,383,697.132   MT  0.99990327   -0 58 56.9
 PB0757;SPC OR S     -   637,670.80  4,539,688.75   iFT  0.99990327   -0 58 56.9
 PB0757;UTM  10      - 4,806,606.291   586,146.454   MT  0.99969129   +0 43 52.2
 PB0757
 PB0757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PB0757!SPC OR S     -   0.99977702  x   0.99990327  =   0.99968031
 PB0757!UTM  10      -   0.99977702  x   0.99969129  =   0.99946838
 PB0757
 PB0757|---------------------------------------------------------------------|
 PB0757| PID    Reference Object                     Distance      Geod. Az  |
 PB0757|                                                           dddmmss.s |
 PB0757| CD6863 BIG MARSH RM 1                        7.592 METERS 04636     |
 PB0757| CD6864 BIG MARSH RM 2                        9.703 METERS 15425     |
 PB0757| CD6862 BIG MARSH AZ MK                                    3314045.0 |
 PB0757|---------------------------------------------------------------------|
 PB0757
 PB0757                          SUPERSEDED SURVEY CONTROL
 PB0757
 PB0757  NAD 83(1986)-  43 24 26.61586(N)    121 56 09.77257(W) AD(       ) 3
 PB0757  NAD 27      -  43 24 27.15560(N)    121 56 05.67620(W) AD(       ) 3
 PB0757  NGVD 29 (07/19/86) 1442.2    (m)         4732.     (f) VERT ANG    3  
 PB0757
 PB0757.Superseded values are not recommended for survey control.
 PB0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0757.See file dsdata.txt to determine how the superseded data were derived.
 PB0757
 PB0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP8614606606(NAD 83)
 PB0757_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PB0757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0757
 PB0757  HISTORY     - Date     Condition        Report By
 PB0757  HISTORY     - 1953     MONUMENTED       CGS
 PB0757
 PB0757                          STATION DESCRIPTION
 PB0757
 PB0757'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (HSC)
 PB0757'THE STATION IS LOCATED ABOUT 7 MILES EAST OF THE CASCADE DIVIDE,
 PB0757'12 MILES SOUTHWEST OF CRESCENT, 10 MILES NORTHWEST OF THE JUNCTION
 PB0757'OF U.S. HIGHWAY 97 AND STATE HIGHWAY 58, ALONG THE NORTHEASTERN
 PB0757'EDGE OF A LARGE MARSH, LOCALLY KNOWN AS BIG MARSH.
 PB0757'
 PB0757'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 97 AND STATE HIGHWAY
 PB0757'58, WHICH IS ABOUT 10 MILES SOUTH OF CRESCENT, BY GOING NORTHWEST
 PB0757'OF STATE HIGHWAY 58 FOR 9.5 MILES TO A SIDE ROAD LEFT AND SIGN
 PB0757'ORGANIZATION CAMP 10.  TURN LEFT AND GO 2.7 MILES TO A FORK.  TAKE
 PB0757'THE LEFT ROAD AND GO 0.4 MILE TO A SIDE ROAD RIGHT AND SIGN BIG
 PB0757'MARSH 2.  TURN RIGHT AND GO 2.0 MILES TO A SIDE ROAD LEFT AND A
 PB0757'CABIN AT THE NORTH END OF BIG MARSH.* TURN LEFT AND GO 0.5
 PB0757'MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 PB0757'
 PB0757'*TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE STRAIGHT
 PB0757'AHEAD, WESTERLY, FOR 0.2 MILES TO A BRIDGE AND THE AZIMUTH MARK
 PB0757'ON THE RIGHT AS DESCRIBED.
 PB0757'
 PB0757'THE STATION MARK, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 PB0757'IS 60 FEET WEST OF OF THE APPROXIMATE CENTER OF A DIRT ROAD, 27
 PB0757'FEET EAST OF A DRAINAGE DITCH, AND 4 FEET NORTHEAST OF A WITNESS
 PB0757'POST.  THE DISK IS STAMPED BIG MARSH 1953, AND PROJECTS 3 INCHES.
 PB0757'
 PB0757'REFERENCE MARK NO. 1, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 PB0757'IS 50 FEET WEST OF THE ROAD AND 40 FEET EAST OF THE DRAINAGE
 PB0757'DITCH.  THE DISK IS STAMPED BIG MARSH NO 1 1953, AND PROJECTS 3
 PB0757'INCHES.
 PB0757'
 PB0757'REFERENCE MARK NO. 2, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 PB0757'IS 56 FEET WEST OF THE ROAD AND 35 FEET EAST OF THE DRAINAGE
 PB0757'DITCH.  THE DISK IS STAMPED BIG MARSH NO 2 1953, AND PROJECTS 3
 PB0757'INCHES.
 PB0757'
 PB0757'THE AZIMUTH MARK, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 PB0757'IS 56 FEET WEST OF THE WEST END OF THE ABOVE MENTIONED BRIDGE, 10
 PB0757'FEET NORTHWEST OF THE APPROXIMATE CENTER OF A TRACK ROAD, AND 3
 PB0757'FEET SOUTHEAST OF A WITNESS POST.  THE DISK IS STAMPED BIG MARSH
 PB0757'1953, AND PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1847 ***********************************************************************
 QD1847  DESIGNATION -  BIG TABLE
 QD1847  PID         -  QD1847
 QD1847  STATE/COUNTY-  OR/CROOK
 QD1847  USGS QUAD   -  SALT BUTTE (1992)
 QD1847
 QD1847                         *CURRENT SURVEY CONTROL
 QD1847  ___________________________________________________________________
 QD1847* NAD 83(1991)-  44 25 01.20196(N)    120 45 00.83519(W)     ADJUSTED  
 QD1847* NAVD 88     -      1433.4    (meters)    4703.     (feet)  VERTCON   
 QD1847  ___________________________________________________________________
 QD1847  LAPLACE CORR-           7.52  (seconds)                    DEFLEC99
 QD1847  GEOID HEIGHT-         -20.18  (meters)                     GEOID03
 QD1847  HORZ ORDER  -  THIRD
 QD1847
 QD1847.The horizontal coordinates were established by classical geodetic methods
 QD1847.and adjusted by the National Geodetic Survey in October 1991.
 QD1847
 QD1847.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1847.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1847
 QD1847.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1847
 QD1847.The geoid height was determined by GEOID03.
 QD1847
 QD1847;                    North         East     Units Scale Factor Converg.
 QD1847;SPC OR S     -   305,571.894 1,480,068.330   MT  1.00013282   -0 10 16.3
 QD1847;SPC OR S     - 1,002,532.46  4,855,867.22   iFT  1.00013282   -0 10 16.3
 QD1847;UTM  10      - 4,920,651.538   679,106.046   MT  0.99999452   +1 34 29.9
 QD1847
 QD1847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1847!SPC OR S     -   0.99977846  x   1.00013282  =   0.99991125
 QD1847!UTM  10      -   0.99977846  x   0.99999452  =   0.99977298
 QD1847
 QD1847|---------------------------------------------------------------------|
 QD1847| PID    Reference Object                     Distance      Geod. Az  |
 QD1847|                                                           dddmmss.s |
 QD1847| CS4127 BIG TABLE RM 1                       10.671 METERS 22521     |
 QD1847| CS4128 BIG TABLE RM 2                       10.622 METERS 27044     |
 QD1847|---------------------------------------------------------------------|
 QD1847
 QD1847                          SUPERSEDED SURVEY CONTROL
 QD1847
 QD1847  NAD 83(1986)-  44 25 01.21013(N)    120 45 00.81011(W) AD(       ) 3
 QD1847  NGVD 29 (04/26/90) 1432.2    (m)         4699.     (f) VERT ANG    3  
 QD1847
 QD1847.Superseded values are not recommended for survey control.
 QD1847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1847.See file dsdata.txt to determine how the superseded data were derived.
 QD1847
 QD1847_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ7910620652(NAD 83)
 QD1847_MARKER: DS = TRIANGULATION STATION DISK
 QD1847_SETTING: 66 = SET IN ROCK OUTCROP
 QD1847_SP_SET: SET IN BEDROCK
 QD1847_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QD1847+STABILITY: POSITION/ELEVATION WELL
 QD1847
 QD1847  HISTORY     - Date     Condition        Report By
 QD1847  HISTORY     - 1946     MONUMENTED       USGS
 QD1847  HISTORY     - 1958     GOOD             USGS
 QD1847
 QD1847                          STATION DESCRIPTION
 QD1847
 QD1847'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 QD1847'LOCATED ABOUT 9 MI NE. OF PRINEVILLE.  ON DIVIDE BETWEEN OLD DRY
 QD1847'CREEK AND MCKAY CREEK, ON WHAT IS KNOWN LOCALLY AS BIG TABLE
 QD1847'BUTTE, 35 FT. E. OF HIGHEST PART OF BUTTE, WHICH IS ABOUT 1 FT.
 QD1847'HIGHER THAN STATION.  THE BUTTE IS ABOUT 1 MI NW. OF BEETLE
 QD1847'SPRING.
 QD1847'
 QD1847'TO REACH FROM PRINEVILLE, GO 4.1 MI N. FROM MAIN INTERSECTION OF
 QD1847'3RD. AND MAIN TO OLD DRY CREEK RD. FORK.  TURN E. 6.1 MI TO OLD
 QD1847'WOOD RD.  TURN N. FOLLOWING OLD WOOD RD. UP RIDGE 0.7 MI TO END.
 QD1847'BEAR NW. AND N. UP RIDGE 0.8 MI TO BUTTE AND STATION.
 QD1847'
 QD1847'STATION MARK--STANDARD TABLET STAMPED---BIG TABLE 1946---, CEMENTED
 QD1847'IN BEDROCK.
 QD1847'
 QD1847'RM 1--COPPER NAIL AND WASHER STAMPED---NO 1---, CEMENTED IN
 QD1847'BEDROCK.
 QD1847'
 QD1847'RM 2--COPPER NAIL AND WASHER STAMPED---NO 2---, DRIVEN IN BLAZE ON
 QD1847'TRUNK OF JUNIPER TREE.
 QD1847
 QD1847                          STATION RECOVERY (1958)
 QD1847
 QD1847'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 QD1847'RECOVERED AS DESCRIBED BY USGS.  RMS NOT MEASURED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0721 ***********************************************************************
 PB0721  DESIGNATION -  BIGHOLE BUTTE LOT
 PB0721  PID         -  PB0721
 PB0721  STATE/COUNTY-  OR/LAKE
 PB0721  USGS QUAD   -  BIG HOLE (1982)
 PB0721
 PB0721                         *CURRENT SURVEY CONTROL
 PB0721  ___________________________________________________________________
 PB0721* NAD 83(1991)-  43 25 52.06495(N)    121 17 35.91012(W)     ADJUSTED  
 PB0721* NAVD 88     -      1562.3    (meters)    5126.     (feet)  VERTCON   
 PB0721  ___________________________________________________________________
 PB0721  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 PB0721  GEOID HEIGHT-         -20.84  (meters)                     GEOID03
 PB0721  HORZ ORDER  -  SECOND
 PB0721
 PB0721.The horizontal coordinates were established by classical geodetic methods
 PB0721.and adjusted by the National Geodetic Survey in October 1991.
 PB0721
 PB0721.The NAVD 88 height was computed by applying the VERTCON shift value to
 PB0721.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PB0721
 PB0721.The Laplace correction was computed from DEFLEC99 derived deflections.
 PB0721
 PB0721.The geoid height was determined by GEOID03.
 PB0721
 PB0721;                    North         East     Units Scale Factor Converg.
 PB0721;SPC OR S     -   196,306.044 1,435,774.031   MT  0.99990508   -0 32 33.9
 PB0721;SPC OR S     -   644,048.70  4,710,544.72   iFT  0.99990508   -0 32 33.9
 PB0721;UTM  10      - 4,810,107.359   638,134.221   MT  0.99983471   +1 10 24.6
 PB0721
 PB0721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PB0721!SPC OR S     -   0.99975834  x   0.99990508  =   0.99966344
 PB0721!UTM  10      -   0.99975834  x   0.99983471  =   0.99959309
 PB0721
 PB0721|---------------------------------------------------------------------|
 PB0721| PID    Reference Object                     Distance      Geod. Az  |
 PB0721|                                                           dddmmss.s |
 PB0721| CD6872 BIGHOLE BUTTE LOT RM 2                3.862 METERS 04620     |
 PB0721| CD6871 BIGHOLE BUTTE LOT RM 1                3.882 METERS 31606     |
 PB0721| PB0701 SPRING BUTTE LOT                    APPROX.11.2 KM 3363654.3 |
 PB0721|---------------------------------------------------------------------|
 PB0721
 PB0721                          SUPERSEDED SURVEY CONTROL
 PB0721
 PB0721  NAD 83(1986)-  43 25 52.07101(N)    121 17 35.92427(W) AD(       ) 2
 PB0721  NAD 27      -  43 25 52.60000(N)    121 17 31.86000(W) AD(       ) 2
 PB0721  NGVD 29 (07/19/86) 1561.0    (m)         5121.     (f) VERT ANG    3  
 PB0721
 PB0721.Superseded values are not recommended for survey control.
 PB0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0721.See file dsdata.txt to determine how the superseded data were derived.
 PB0721
 PB0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP3813410107(NAD 83)
 PB0721
 PB0721  HISTORY     - Date     Condition        Report By
 PB0721  HISTORY     - 1933     MONUMENTED       CGS
 PB0721  HISTORY     - 1934     SEE DESCRIPTION  USFS
 PB0721  HISTORY     - 1968     SEE DESCRIPTION  USGS
 PB0721
 PB0721                          STATION DESCRIPTION
 PB0721
 PB0721'DESCRIBED BY US FOREST SERVICE 1934
 PB0721'ON THE SUMMIT OF BIGHOLE BUTTE, WHICH LIES ABOUT 1 MILE BY ROAD
 PB0721'SOUTH OF THE FREMONT HIGHWAY.  THE ROAD TO THE LOOKOUT LEAVES
 PB0721'THE HIGHWAY AT A POINT ABOUT 5 MILES EASTERLY FROM SUMMIT STAGE
 PB0721'STATION.  THE POINT INTERSECTED WAS THE CENTER OF THE U.S. FOREST
 PB0721'SERVICE 20-FOOT WOODEN LOOKOUT TOWER AND HOUSE, BUILT IN
 PB0721'1932.  A FOREST SERVICE DISK IS SET IN A LARGE BOULDER IN THE
 PB0721'GROUND DIRECTLY UNDER THE PEAK OF THE HOUSE.
 PB0721
 PB0721                          STATION RECOVERY (1968)
 PB0721
 PB0721'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 PB0721'LOCATED ABOUT 20.9 MI (AIRLINE) N..  12.7 MI W. OF SILVER
 PB0721'LAKE.  ON HIGHEST POINT OF BRUSH-COVERED RIDGE.
 PB0721'
 PB0721'TO REACH FROM SCHOOLHOUSE IN SILVER LAKE, DRIVE NW. ON STATE
 PB0721'HWY. 31 FOR 28.5 MI (0.7 MI NW. OF MILEPOST 22) TO RD. SIGN
 PB0721'BIG HOLE BUTTE RD., TAKE RD. FORK TO LEFT AND GO 0.2 MI TO
 PB0721'X-RD..  CONTINUE W. FOR 1 MI TO END OF RD.  STATION MARK IS ON
 PB0721'NORTH SIDE OF RD. ON HIGHEST POINT OF RIDGE.
 PB0721'
 PB0721'STATION MARK--A USDA FS TABLET STAMPED BIG HOLE BU LOT 1933,
 PB0721'CEMENTED IN ROCK OUTCROP.
 PB0721'
 PB0721'RM NO. 1--STANDARD USGS REFERENCE MARK TABLET STAMPED NO 1 1968,
 PB0721'CEMENTED IN CENTER OF 2 X 2-FT CONCRETE PILLAR PROJECTING 1.2
 PB0721'FT ABOVE GROUND (NORTHWEST CORNERPOST OF LOT).
 PB0721'
 PB0721'RM NO. 2--STANDARD USGS REFERENCE MARK TABLET STAMPED NO 2 1968,
 PB0721'CEMENTED IN CENTER OF 2 X 2-FT CONCRETE PILLAR PROJECTING 1.2 FT
 PB0721'ABOVE GROUND (NORTHEAST CORNERPOST OF LOT).
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2611 ***********************************************************************
 RC2611  DESIGNATION -  BIGLOW RESET
 RC2611  PID         -  RC2611
 RC2611  STATE/COUNTY-  OR/SHERMAN
 RC2611  USGS QUAD   -  QUINTON (1971)
 RC2611
 RC2611                         *CURRENT SURVEY CONTROL
 RC2611  ___________________________________________________________________
 RC2611* NAD 83(1991)-  45 38 59.24209(N)    120 37 06.41368(W)     ADJUSTED  
 RC2611* NAVD 88     -       467.4    (meters)    1533.     (feet)  VERTCON   
 RC2611  ___________________________________________________________________
 RC2611  LAPLACE CORR-          -2.68  (seconds)                    DEFLEC99
 RC2611  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 RC2611  HORZ ORDER  -  FIRST
 RC2611
 RC2611.The horizontal coordinates were established by classical geodetic methods
 RC2611.and adjusted by the National Geodetic Survey in October 1991.
 RC2611
 RC2611.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC2611.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC2611
 RC2611.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2611
 RC2611.The geoid height was determined by GEOID03.
 RC2611
 RC2611;                    North         East     Units Scale Factor Converg.
 RC2611;SPC OR N     -   220,377.816 2,490,767.545   MT  0.99992981   -0 05 02.4
 RC2611;SPC OR N     -   723,024.33  8,171,809.53   iFT  0.99992981   -0 05 02.4
 RC2611;SPC WA S     -    35,181.689   490,766.467   MT  1.00004665   -0 05 09.7
 RC2611;SPC WA S     -   115,425.26  1,610,122.98   sFT  1.00004665   -0 05 09.7
 RC2611;UTM  10      - 5,057,896.502   685,567.880   MT  1.00002338   +1 42 12.5
 RC2611
 RC2611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2611!SPC OR N     -   0.99993008  x   0.99992981  =   0.99985990
 RC2611!SPC WA S     -   0.99993008  x   1.00004665  =   0.99997673
 RC2611!UTM  10      -   0.99993008  x   1.00002338  =   0.99995346
 RC2611
 RC2611:                Primary Azimuth Mark                     Grid Az
 RC2611:SPC OR N     -  BIGLOW RM 3                              033 24 03.8
 RC2611:SPC WA S     -  BIGLOW RM 3                              033 24 11.1
 RC2611:UTM  10      -  BIGLOW RM 3                              031 36 48.9
 RC2611
 RC2611|---------------------------------------------------------------------|
 RC2611| PID    Reference Object                     Distance      Geod. Az  |
 RC2611|                                                           dddmmss.s |
 RC2611| RC2612 BIGLOW RM 3                         APPROX. 0.8 KM 0331901.4 |
 RC2611| CF4503 BIGLOW AZ MK                                       0553329.5 |
 RC2611| CF4504 BIGLOW RM 1                          13.475 METERS 09236     |
 RC2611| RC2614 AIRWAY BEACON 10                    APPROX. 6.5 KM 1542428.5 |
 RC2611| CF4505 BIGLOW RM 2                          14.792 METERS 27237     |
 RC2611| RC2613 BIGLOW RM 4                         APPROX. 0.6 KM 3123852.8 |
 RC2611|---------------------------------------------------------------------|
 RC2611
 RC2611                          SUPERSEDED SURVEY CONTROL
 RC2611
 RC2611  NAD 83(1986)-  45 38 59.25275(N)    120 37 06.40768(W) AD(       ) 1
 RC2611  NAD 27      -  45 38 59.80000(N)    120 37 02.20900(W) AD(       ) 1
 RC2611  NGVD 29 (07/19/86)  466.4    (m)         1530.     (f) VERT ANG    3  
 RC2611
 RC2611.Superseded values are not recommended for survey control.
 RC2611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2611.See file dsdata.txt to determine how the superseded data were derived.
 RC2611
 RC2611_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR8556857897(NAD 83)
 RC2611_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RC2611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC2611
 RC2611  HISTORY     - Date     Condition        Report By
 RC2611  HISTORY     - 1946     MONUMENTED       CGS
 RC2611  HISTORY     - 1968     SEE DESCRIPTION  CGS
 RC2611  HISTORY     - 1973     SEE DESCRIPTION  NGS
 RC2611
 RC2611                          STATION DESCRIPTION
 RC2611
 RC2611'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JCT)
 RC2611'THE STATION IS LOCATED ABOUT 5.5 MILES NORTHEAST OF WASCO, ABOUT
 RC2611'7.0 MILES AIRLINE SOUTHEAST OF RUFUS AND 3.5 MILES SOUTHWEST OF
 RC2611'THE JOHN DAY RIVER AT ITS NEAREST POINT.  IT IS ON THE HIGHEST
 RC2611'POINT OF A LARGE FLAT HILL WHICH IS UNDER CULTIVATION AND IS
 RC2611'OWNED BY MR VAN PATTEN AND OPERATED BY MR F.W. MC NAB.  IT IS 0.3
 RC2611'MILES WEST OF THE FARM HOUSE OCCUPIED BY MR MC NAB, 1-FOOT SOUTH
 RC2611'OF THE EAST AND WEST FENCE LINE AND 14-FEET EAST OF A
 RC2611'TRIANGULAR BLAZED FENCE POST WITH A RED FLAG ON THE TOP.  THE
 RC2611'DISK IS STAMPED BIGLOW 1946 AND IS SET FLUSH WITH THE
 RC2611'GROUND SURFACE.
 RC2611'
 RC2611'THE AZIMUTH MARK IS ABOUT 0.3 MILE NORTHEAST OF THE STATION,
 RC2611'0.2 MILE NORTH OF THE GREEN ROOFED HOUSE, 25-FEET EAST OF THE
 RC2611'CENTER OF THE DIRT ROAD AND 1-FOOT WEST OF THE FENCE LINE ON EAST
 RC2611'SIDE OF THE ROAD.  THE DISK IS STAMPED BIGLOW 1946 AND
 RC2611'PROJECTS 3-INCHES.  TO REACH FROM THE STATION.  GO EAST ALONG
 RC2611'FENCE LINE TO DIRT ROAD, TURN LEFT AND GO NORTH FOR 0.25 MILE TO
 RC2611'THE MARK ON THE RIGHT IN FENCE LINE AS DESCRIBED.
 RC2611'
 RC2611'REFERENCE MARK NO 1 IS EAST OF THE STATION, SET UNDER THE FENCE
 RC2611'LINE.  THE DISK IS STAMPED BIGLOW NO 1 1946 AND PROJECTS ABOUT
 RC2611'2-INCHES.
 RC2611'
 RC2611'REFERENCE MARK NO 2 IS WEST OF THE STATION, SET 1-FOOT SOUTH OF
 RC2611'THE EAST AND WEST FENCE LINE.  THE DISK IS STAMPED BIGLOW NO 2
 RC2611'1946 AND PROJECTS 3-INCHES.
 RC2611'
 RC2611'TO REACH THE STATION FROM RUFUS TAKE ROAD SOUTH LEADING UP
 RC2611'SCOTT CANYON FOR 0.4 MILE TO FORKS, BEAR LEFT AND CONTINUE FOR
 RC2611'0.2 MILE TO FORKS, BEAR LEFT AS PER SIGN SCOTT CANYON AND FOLLOW
 RC2611'MAIN TRAVELLED ROAD FOR 2.15 MILES TO FORKS, BEAR RIGHT AS PER
 RC2611'SIGN KLONDIKE AND GO 0.45 MILES TO FORKS, BEAR LEFT AS PER SIGN
 RC2611'KLONDIKE AND GO 2.6 MILES HERE KEEP LEFT ON MAIN TRAVELLED ROAD
 RC2611'FOR 1.2 MILES TO CROSS ROADS, CONTINUE STRAIGHT AHEAD AS PER
 RC2611'SIGN BIGLOW CANYON FOR 0.55 MILES TO WHERE ROAD TURNS RIGHT AT
 RC2611'YELLOW HOUSE, TURN RIGHT AND FOLLOW MAIN TRAVELLED ROAD FOR
 RC2611'0.5 MILE TO WHERE ROAD TURNS LEFT AND ANOTHER ROAD CONTINUES
 RC2611'STRAIGHT AHEAD.  (THIS POINT IS ALSO 0.05 MILE AFTER
 RC2611'PASSING A GREEN ROOFED HOUSE ON THE LEFT), HERE TURN RIGHT
 RC2611'OFF OF ROAD AND FOLLOW ALONG SOUTH SIDE OF FENCE LINE IN A
 RC2611'WESTERLY DIRECTION FOR 0.3 MILE TO TOP OF FLAT TOPPED HILL
 RC2611'AND STATION AS DESCRIBED.
 RC2611'
 RC2611'HEIGHT OF LIGHT ABOVE STATION MARK 2.0 METERS.
 RC2611
 RC2611                          STATION RECOVERY (1968)
 RC2611
 RC2611'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RBM)
 RC2611'THE STATION SITE WAS NOT VISITED.  THE FENCE LINE HAS BEEN
 RC2611'REMOVED AND THE FARMER STATED THE MONUMENTS WERE PLOWED OUT
 RC2611'DURING CULTIVATION OF THE FIELD.  POSSIBLY THE UNDERGROUND
 RC2611'STATION MARK MAY STILL BE IN PLACE, BUT RECOVERY WOULD BE
 RC2611'DIFFICULT AS THE IMMEDIATE REFERENCE FEATURES HAVE BEEN REMOVED.
 RC2611'
 RC2611'REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK ARE DESTROYED AS
 RC2611'THE DISKS WITH THEIR RESPECTIVE CONCRETE MONUMENTS WERE FOUND
 RC2611'LYING ALONG SIDE THE ROAD.
 RC2611'
 RC2611'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RC2611'5.5 MILES NORTHEAST OF WASCO.
 RC2611
 RC2611                          STATION RECOVERY (1973)
 RC2611
 RC2611'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 RC2611'ALL SURFACE MARKS HAD BEEN DESTROYED.  THE UNDERGROUND MARK WAS
 RC2611'DUG FOR, AND FOUND IN GOOD CONDITION.  THE UNDERGROUND MARK WAS
 RC2611'LOWERED, AND ANOTHER STATION MARK WAS PLUMBED PRECISELY OVER
 RC2611'IT.  REFERENCE MARK NO. 3, AND REFERENCE MARK NO.4 WAS
 RC2611'ESTABLISHED.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 RC2611'
 RC2611'THE STATION IS IN A CULTIVATED FIELD OWNED BY MR. HERB RAMSEY.
 RC2611'
 RC2611'TO REACH THE STATION FROM THE RUFUS POST OFFICE GO SOUTH, UP
 RC2611'SCOTT CANYON ROAD, FOR 3.1 MILES TO A SIDE ROAD LEFT, TURN LEFT,
 RC2611'AND GO SOUTHEAST ON THE GRAVELED ROAD FOR 3.8 MILES TO A
 RC2611'CROSSROAD, AND SIGN, BIGLOW CANYON, CONTINUE STRAIGHT AHEAD AS
 RC2611'PER SIGN, EAST, AND SOUTH FOR 1.0 MILE TO WHERE THE ROAD AGAIN
 RC2611'TURNS EAST, AND A FIELD ROAD ON THE RIGHT, TURN RIGHT, AND GO
 RC2611'WEST ON THE FIELD ROAD FOR 0.3 MILE TO THE STATION ON THE
 RC2611'RIGHT.
 RC2611'
 RC2611'THE STATION MARK, STAMPED BIGLOW 1946 1973, IS A STANDARD DISK
 RC2611'SET IN AN IRREGULAR MASS OF CONCRETE THAT IS 20 INCHES BELOW THE
 RC2611'SURFACE, AND 60 FEET NORTH OF THE ROAD THAT IS BETWEEN TWO
 RC2611'FIELDS.  (NOTE 1C AND 7A)
 RC2611'
 RC2611'REFERENCE MARK NO. 3, STAMPED BIGLOW 1946 NO 3 1973, IS A
 RC2611'STANDARD DISK SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT
 RC2611'PROJECTS 3-INCHES, 0.05 MILE SOUTH OF A SET OF RANCH BUILDINGS,
 RC2611'18 FEET EAST OF THE CENTER OF THE ROAD, 3 FEET EAST OF THE TOP
 RC2611'OF THE CUT BANK, 3 FEET HIGHER THAN THE ROAD, AND 1 FOOT SOUTH
 RC2611'OF A METAL WITNESS POST.  (NOTE 11A)
 RC2611'
 RC2611'REFERENCE MARK NO. 4, STAMPED BIGLOW 1946 NO 4 1973, IS A
 RC2611'STANDARD DISK SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT
 RC2611'PROJECTS 3-INCHES, 0.35 MILE SOUTH OF THE CROSSROAD, 19 FEET
 RC2611'EAST OF THE CENTER OF THE ROAD, 4.5 FEET NORTH OF POWER POLE
 RC2611'NO. 71, 1.5 FEET SOUTH OF A METAL WITNESS POST, AND 2.5 FEET
 RC2611'HIGHER THAN THE ROAD.  (NOTE 11A)
 RC2611'
 RC2611'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RC2611'6 MILES SOUTHEAST OF RUFUS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2612 ***********************************************************************
 RC2612  DESIGNATION -  BIGLOW RM 3
 RC2612  PID         -  RC2612
 RC2612  STATE/COUNTY-  OR/SHERMAN
 RC2612  USGS QUAD   -  QUINTON (1971)
 RC2612
 RC2612                         *CURRENT SURVEY CONTROL
 RC2612  ___________________________________________________________________
 RC2612* NAD 83(1991)-  45 39 21.45923(N)    120 36 45.58899(W)     NO CHECK  
 RC2612* NAVD 88     -       450.     (meters)    1476.     (feet)  SCALED    
 RC2612  ___________________________________________________________________
 RC2612  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 RC2612  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 RC2612  HORZ ORDER  -  THIRD
 RC2612
 RC2612.The horizontal coordinates were established by classical geodetic methods
 RC2612.and adjusted by the National Geodetic Survey in October 1991.
 RC2612.No horizontal observational check was made to the station.
 RC2612
 RC2612.The orthometric height was scaled from a topographic map.
 RC2612
 RC2612.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2612
 RC2612.The geoid height was determined by GEOID03.
 RC2612
 RC2612;                    North         East     Units Scale Factor Converg.
 RC2612;SPC OR N     -   221,063.043 2,491,219.385   MT  0.99993072   -0 04 47.6
 RC2612;SPC OR N     -   725,272.45  8,173,291.95   iFT  0.99993072   -0 04 47.6
 RC2612;SPC WA S     -    35,866.979   491,218.382   MT  1.00004492   -0 04 54.6
 RC2612;SPC WA S     -   117,673.58  1,611,605.64   sFT  1.00004492   -0 04 54.6
 RC2612;UTM  10      - 5,058,595.557   685,998.165   MT  1.00002534   +1 42 28.1
 RC2612
 RC2612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2612!SPC OR N     -   0.99993281  x   0.99993072  =   0.99986354
 RC2612!SPC WA S     -   0.99993281  x   1.00004492  =   0.99997773
 RC2612!UTM  10      -   0.99993281  x   1.00002534  =   0.99995815
 RC2612
 RC2612:                Primary Azimuth Mark                     Grid Az
 RC2612:SPC OR N     -  BIGLOW RESET                             213 24 03.4
 RC2612:SPC WA S     -  BIGLOW RESET                             213 24 10.4
 RC2612:UTM  10      -  BIGLOW RESET                             211 36 47.7
 RC2612
 RC2612|---------------------------------------------------------------------|
 RC2612| PID    Reference Object                     Distance      Geod. Az  |
 RC2612|                                                           dddmmss.s |
 RC2612| RC2611 BIGLOW RESET                        APPROX. 0.8 KM 2131915.8 |
 RC2612| RC2613 BIGLOW RM 4                         APPROX. 0.9 KM 2510543.7 |
 RC2612|---------------------------------------------------------------------|
 RC2612
 RC2612                          SUPERSEDED SURVEY CONTROL
 RC2612
 RC2612  NAD 83(1986)-  45 39 21.46986(N)    120 36 45.58291(W) AD(       ) 3
 RC2612  NAD 27      -  45 39 22.01711(N)    120 36 41.38455(W) AD(       ) 3
 RC2612
 RC2612.Superseded values are not recommended for survey control.
 RC2612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2612.See file dsdata.txt to determine how the superseded data were derived.
 RC2612
 RC2612_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR8599858596(NAD 83)
 RC2612_MARKER: DR = REFERENCE MARK DISK
 RC2612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC2612_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RC2612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC2612+STABILITY: SURFACE MOTION
 RC2612
 RC2612  HISTORY     - Date     Condition        Report By
 RC2612  HISTORY     - 1973     MONUMENTED       NGS
 RC2612
 RC2612                          STATION DESCRIPTION
 RC2612
 RC2612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 RC2612'REFERENCE MARK NO. 3, STAMPED BIGLOW 1946 NO 3 1973, IS A STANDARD
 RC2612'DISK SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 RC2612'3-INCHES, 0.05 MILE SOUTH OF A SET OF RANCH BUILDINGS, 18 FEET EAST
 RC2612'OF THE CENTER OF THE ROAD, 3 FEET EAST OF THE TOP OF THE CUT
 RC2612'BANK, 3 FEET HIGHER THAN THE ROAD, AND 1 FOOT SOUTH OF A METAL
 RC2612'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2613 ***********************************************************************
 RC2613  DESIGNATION -  BIGLOW RM 4
 RC2613  PID         -  RC2613
 RC2613  STATE/COUNTY-  OR/SHERMAN
 RC2613  USGS QUAD   -  QUINTON (1971)
 RC2613
 RC2613                         *CURRENT SURVEY CONTROL
 RC2613  ___________________________________________________________________
 RC2613* NAD 83(1991)-  45 39 11.79018(N)    120 37 25.83986(W)     NO CHECK  
 RC2613* NAVD 88     -       458.     (meters)    1503.     (feet)  SCALED    
 RC2613  ___________________________________________________________________
 RC2613  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 RC2613  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 RC2613  HORZ ORDER  -  THIRD
 RC2613
 RC2613.The horizontal coordinates were established by classical geodetic methods
 RC2613.and adjusted by the National Geodetic Survey in October 1991.
 RC2613.No horizontal observational check was made to the station.
 RC2613
 RC2613.The orthometric height was scaled from a topographic map.
 RC2613
 RC2613.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2613
 RC2613.The geoid height was determined by GEOID03.
 RC2613
 RC2613;                    North         East     Units Scale Factor Converg.
 RC2613;SPC OR N     -   220,765.822 2,490,347.535   MT  0.99993032   -0 05 16.2
 RC2613;SPC OR N     -   724,297.32  8,170,431.55   iFT  0.99993032   -0 05 16.2
 RC2613;SPC WA S     -    35,569.755   490,346.422   MT  1.00004567   -0 05 23.9
 RC2613;SPC WA S     -   116,698.44  1,608,744.89   sFT  1.00004567   -0 05 23.9
 RC2613;UTM  10      - 5,058,271.253   685,135.931   MT  1.00002141   +1 41 59.0
 RC2613
 RC2613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2613!SPC OR N     -   0.99993155  x   0.99993032  =   0.99986188
 RC2613!SPC WA S     -   0.99993155  x   1.00004567  =   0.99997722
 RC2613!UTM  10      -   0.99993155  x   1.00002141  =   0.99995296
 RC2613
 RC2613:                Primary Azimuth Mark                     Grid Az
 RC2613:SPC OR N     -  BIGLOW RM 3                              071 10 31.1
 RC2613:SPC WA S     -  BIGLOW RM 3                              071 10 38.8
 RC2613:UTM  10      -  BIGLOW RM 3                              069 23 15.9
 RC2613
 RC2613|---------------------------------------------------------------------|
 RC2613| PID    Reference Object                     Distance      Geod. Az  |
 RC2613|                                                           dddmmss.s |
 RC2613| RC2612 BIGLOW RM 3                         APPROX. 0.9 KM 0710514.9 |
 RC2613| RC2611 BIGLOW RESET                        APPROX. 0.6 KM 1323838.4 |
 RC2613|---------------------------------------------------------------------|
 RC2613
 RC2613                          SUPERSEDED SURVEY CONTROL
 RC2613
 RC2613  NAD 83(1986)-  45 39 11.80089(N)    120 37 25.83384(W) AD(       ) 3
 RC2613  NAD 27      -  45 39 12.34830(N)    120 37 21.63444(W) AD(       ) 3
 RC2613
 RC2613.Superseded values are not recommended for survey control.
 RC2613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2613.See file dsdata.txt to determine how the superseded data were derived.
 RC2613
 RC2613_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR8513658271(NAD 83)
 RC2613_MARKER: DR = REFERENCE MARK DISK
 RC2613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC2613_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RC2613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC2613+STABILITY: SURFACE MOTION
 RC2613
 RC2613  HISTORY     - Date     Condition        Report By
 RC2613  HISTORY     - 1973     MONUMENTED       NGS
 RC2613
 RC2613                          STATION DESCRIPTION
 RC2613
 RC2613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 RC2613'REFERENCE MARK NO. 4, STAMPED BIGLOW 1946 NO 4 1973, IS A STANDARD
 RC2613'DISK SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 RC2613'3-INCHES, 0.35 MILE SOUTH OF THE CROSSROAD, 19 FEET EAST OF THE
 RC2613'CENTER OF THE ROAD, 4.5 FEET NORTH OF POWER POLE NO. 71, 1.5 FEET
 RC2613'SOUTH OF A METAL WITNESS POST, AND 2.5 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AI1984 ***********************************************************************
 AI1984  CBN         -  This is a Cooperative Base Network Control Station.
 AI1984  DESIGNATION -  BIGP
 AI1984  PID         -  AI1984
 AI1984  STATE/COUNTY-  OR/LANE
 AI1984  USGS QUAD   -  STALEY RIDGE (1997)
 AI1984
 AI1984                         *CURRENT SURVEY CONTROL
 AI1984  ___________________________________________________________________
 AI1984* NAD 83(2007)-  43 29 55.27647(N)    122 24 06.86745(W)     ADJUSTED  
 AI1984* NAVD 88     -       624.5    (meters)    2049.     (feet)  GPS OBS   
 AI1984  ___________________________________________________________________
 AI1984  EPOCH DATE  -        2007.00
 AI1984  X           -  -2,483,381.698 (meters)                     COMP
 AI1984  Y           -  -3,912,895.429 (meters)                     COMP
 AI1984  Z           -   4,368,270.379 (meters)                     COMP
 AI1984  LAPLACE CORR-           6.23  (seconds)                    DEFLEC99
 AI1984  ELLIP HEIGHT-         601.968 (meters)          (02/10/07) ADJUSTED
 AI1984  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 AI1984
 AI1984  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI1984  Type    PID    Designation                      North   East  Ellip
 AI1984  -------------------------------------------------------------------
 AI1984  NETWORK AI1984 BIGP                              0.76   0.51   1.67
 AI1984  -------------------------------------------------------------------
 AI1984
 AI1984.The horizontal coordinates were established by GPS observations
 AI1984.and adjusted by the National Geodetic Survey in February 2007.
 AI1984
 AI1984.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI1984.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI1984.The horizontal coordinates are valid at the epoch date displayed above.
 AI1984.The epoch date for horizontal control is a decimal equivalence
 AI1984.of Year/Month/Day.
 AI1984
 AI1984.The orthometric height was determined by GPS observations and a
 AI1984.high-resolution geoid model.
 AI1984
 AI1984.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI1984
 AI1984.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1984
 AI1984.The ellipsoidal height was determined by GPS observations
 AI1984.and is referenced to NAD 83.
 AI1984
 AI1984.The geoid height was determined by GEOID03.
 AI1984
 AI1984;                    North         East     Units Scale Factor Converg.
 AI1984;SPC OR S     -   205,253.488 1,346,203.582   MT  0.99991117   -1 18 04.3
 AI1984;SPC OR S     -   673,403.83  4,416,678.42   iFT  0.99991117   -1 18 04.3
 AI1984;UTM  10      - 4,816,369.384   548,353.471   MT  0.99962876   +0 24 42.1
 AI1984
 AI1984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1984!SPC OR S     -   0.99990561  x   0.99991117  =   0.99981679
 AI1984!UTM  10      -   0.99990561  x   0.99962876  =   0.99953441
 AI1984
 AI1984                          SUPERSEDED SURVEY CONTROL
 AI1984
 AI1984  NAD 83(1998)-  43 29 55.27487(N)    122 24 06.86813(W) AD(       ) A
 AI1984  ELLIP H (04/24/00)  601.974  (m)                       GP(       ) 3 1
 AI1984  NAD 83(1991)-  43 29 55.27285(N)    122 24 06.86688(W) AD(       ) B
 AI1984  ELLIP H (10/13/99)  602.123  (m)                       GP(       ) 3 1
 AI1984
 AI1984.Superseded values are not recommended for survey control.
 AI1984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1984.See file dsdata.txt to determine how the superseded data were derived.
 AI1984
 AI1984_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP4835316369(NAD 83)
 AI1984_MARKER: DD = SURVEY DISK
 AI1984_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AI1984_STAMPING: PRI-NET BIGP 1994
 AI1984_MARK LOGO: OR-039
 AI1984_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AI1984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI1984+STABILITY: SURFACE MOTION
 AI1984_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1984+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AI1984
 AI1984  HISTORY     - Date     Condition        Report By
 AI1984  HISTORY     - 1994     MONUMENTED       OR-039
 AI1984
 AI1984                          STATION DESCRIPTION
 AI1984
 AI1984'DESCRIBED BY LANE COUNTY OREGON 1994 (RET)
 AI1984'THE STATION IS LOCATED ABOUT 28.4 KM (17.65 MI) SOUTH OF OAKRIDGE,
 AI1984'15.4 KM (9.55 MI) SOUTH OF THE U.S. FOREST SERVICE BRIDGE ACROSS THE
 AI1984'SOUTH END OF HILLS CREEK RESERVOIR, 6.4 KM (3.95 MI) NORTH OF THE
 AI1984'LANE-DOUGLAS COUNTY LINE, IN THE WILLAMETTE NATIONAL FOREST, NEAR BIG
 AI1984'PINE OPENING, AT THE JUNCTION OF U.S. FOREST SERVICE ROADS 21 AND
 AI1984'2134, NEAR THE NORTHEAST CORNER OF THE FOREST ROAD 2134 BRIDGE OVER
 AI1984'THE MIDDLE FORK OF THE WILLAMETTE RIVER, IN T24S, R3E, SECTION 13.
 AI1984'OWNERSHIP--U.S. FOREST SERVICE.  TO REACH THE STATION FROM THE
 AI1984'JUNCTION OF STATE HIGHWAY 58 AND U.S. FOREST SERVICE ROAD 23, ABOUT
 AI1984'2.8 KM (1.75 MI) SOUTHEAST OF OAKRIDGE, GO SOUTHERLY ON FOREST ROAD 23
 AI1984'FOR 0.8 KM (0.50 MI) TO THE T-JUNCTION OF U.S. FOREST SERVICE ROAD 21
 AI1984'ON THE RIGHT.  TURN RIGHT, SOUTHERLY, ON FOREST ROAD 21 FOR 33.8 KM
 AI1984'(21.00 MI) TO MILEPOST 21.0, THE JUNCTION OF U.S. FOREST SERVICE ROAD
 AI1984'2134 AND THE STATION ON THE RIGHT.  THE STATION IS A LANE COUNTY
 AI1984'SURVEYORS OFFICE DISK ON A 2 CM BY 76 CM LONG GALVANIZED PIPE EMBEDDED
 AI1984'IN A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 5.4 M (17.7
 AI1984'FT) NORTH FROM THE NORTHEAST CORNER OF THE BRIDGE, 5.4 M (17.7 FT)
 AI1984'NORTHWEST FROM THE CENTER OF FOREST ROAD 2134, AND 1.7 M (5.6 FT)
 AI1984'NORTH-NORTHEAST FROM A MIDDLE FORK WILLAMETTE RIVER SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2095 ***********************************************************************
 RD2095  DESIGNATION -  BILL
 RD2095  PID         -  RD2095
 RD2095  STATE/COUNTY-  OR/TILLAMOOK
 RD2095  USGS QUAD   -  
 RD2095
 RD2095                         *CURRENT SURVEY CONTROL
 RD2095  ___________________________________________________________________
 RD2095* NAD 83(1991)-  45 20 15.95949(N)    124 00 24.51058(W)     ADJUSTED  
 RD2095* NAVD 88     -       100.     (meters)     328.     (feet)  SCALED    
 RD2095  ___________________________________________________________________
 RD2095  LAPLACE CORR-          19.92  (seconds)                    DEFLEC99
 RD2095  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 RD2095  HORZ ORDER  -  THIRD
 RD2095
 RD2095.The horizontal coordinates were established by classical geodetic methods
 RD2095.and adjusted by the National Geodetic Survey in October 1991.
 RD2095
 RD2095.The orthometric height was scaled from a topographic map.
 RD2095
 RD2095.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2095
 RD2095.The geoid height was determined by GEOID03.
 RD2095
 RD2095;                    North         East     Units Scale Factor Converg.
 RD2095;SPC OR N     -   191,659.420 2,225,242.691   MT  0.99989892   -2 29 13.1
 RD2095;SPC OR N     -   628,803.87  7,300,665.00   iFT  0.99989892   -2 29 13.1
 RD2095;UTM  10      - 5,020,966.083   421,115.736   MT  0.99967651   -0 42 58.1
 RD2095
 RD2095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2095!SPC OR N     -   0.99998799  x   0.99989892  =   0.99988691
 RD2095!UTM  10      -   0.99998799  x   0.99967651  =   0.99966450
 RD2095
 RD2095|---------------------------------------------------------------------|
 RD2095| PID    Reference Object                     Distance      Geod. Az  |
 RD2095|                                                           dddmmss.s |
 RD2095| DD9400 BILL RM 1                            14.154 METERS 10617     |
 RD2095|---------------------------------------------------------------------|
 RD2095
 RD2095                          SUPERSEDED SURVEY CONTROL
 RD2095
 RD2095  NAD 83(1986)-  45 20 15.98875(N)    124 00 24.51188(W) AD(       ) 3
 RD2095  NAD 27      -  45 20 16.36700(N)    124 00 20.06000(W) AD(       ) 3
 RD2095
 RD2095.Superseded values are not recommended for survey control.
 RD2095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2095.See file dsdata.txt to determine how the superseded data were derived.
 RD2095
 RD2095_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR2111620966(NAD 83)
 RD2095_MARKER: Z = SEE DESCRIPTION
 RD2095_SETTING: 0 = UNSPECIFIED SETTING
 RD2095
 RD2095  HISTORY     - Date     Condition        Report By
 RD2095  HISTORY     - 1926     MONUMENTED       CGS
 RD2095  HISTORY     - 1932     SEE DESCRIPTION  CGS
 RD2095  HISTORY     - 1939     SEE DESCRIPTION  CGS
 RD2095  HISTORY     - 1956     SEE DESCRIPTION  CGS
 RD2095
 RD2095                          STATION DESCRIPTION
 RD2095
 RD2095'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (GLB)
 RD2095'STATION IS ON THE EXTREME END OF CAPE LOOKOUT ON THE SOUTHERN
 RD2095'CORNER, ABOUT 2 METERS FROM THE EDGE OF THE CLIFF AND ON TREE
 RD2095'LINE.  CAN BE IDENTIFIED BY CUT THROUGH TREES TO N.  WOULD BE
 RD2095'DIFFICULT TO REACH STATION FROM WATERS EDGE AS CLIFFS ARE NEARLY
 RD2095'VERTICAL.  LANDING SHOULD NOT BE ATTEMPTED EXCEPT IN CALM
 RD2095'WEATHER.  A BLAZED TRAIL LEADS FROM HEAD OF NETARTS BAY TO
 RD2095'STATION.  A STRANGER SHOULD NOT ATTEMPT TO COME OVER THIS TRAIL
 RD2095'AND RETURN ON THE SAME DAY.  WATER 1 MILE FROM STATION.
 RD2095'
 RD2095'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 RD2095'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 RD2095'
 RD2095'REFERENCE MARK IS ON EXTREME EDGE OF CLIFF E OF THE CENTER.
 RD2095'
 RD2095'A 12-FOOT STAND WAS USED.
 RD2095
 RD2095                          STATION RECOVERY (1932)
 RD2095
 RD2095'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (LAM)
 RD2095'RECOVERED.  DESCRIPTION ADEQUATE.  THE STATION MAY BE REACHED
 RD2095'FROM CAMP MERIWETHER (BOY SCOUT) OVER A FAIR TRAIL IN ABOUT 3
 RD2095'HOURS.  THERE IS WAGON SERVICE TO CAMP MERIWETHER FROM ALLEN
 RD2095'RANCH NEAR SAND LAKE POST OFFICE, BUT TRUCKS CANNOT BE TAKEN TO
 RD2095'THE CAMP ON ACCOUNT OF SAND.
 RD2095
 RD2095                          STATION RECOVERY (1939)
 RD2095
 RD2095'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (LAM)
 RD2095'IN 1939 DETACHMENT FROM 29TH U.S. ENGINEERS SEARCHED FOR STATION
 RD2095'AND REPORTED DISK NOT FOUND, BLUFF HAS APPARENTLY WEATHERED AWAY
 RD2095'AND STATION LOST.  REFERENCE MARK DISK FOUND, S SIDE OF POINT,
 RD2095'ABOUT 50 FEET E OF END, 15 FEET SE OF ROOTS OF TWO UPROOTED TREES
 RD2095'AND ABOUT 1.5 FEET FROM EDGE OF CLIFF.  THIS REFERENCE MARK WAS
 RD2095'OBSERVED ON BY 29TH ENGINEERS.
 RD2095
 RD2095                          STATION RECOVERY (1956)
 RD2095
 RD2095'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (FN)
 RD2095'NOT RECOVERED
 RD2095'
 RD2095'A THOROUGH SEARCH OF THE AREA REVEALED NO TRACE OF THE STATION
 RD2095'OR OF THE REFERENCE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1116 ***********************************************************************
 OA1116  DESIGNATION -  BILL
 OA1116  PID         -  OA1116
 OA1116  STATE/COUNTY-  OR/DOUGLAS
 OA1116  USGS QUAD   -  REEDSPORT (1985)
 OA1116
 OA1116                         *CURRENT SURVEY CONTROL
 OA1116  ___________________________________________________________________
 OA1116* NAD 83(1991)-  43 44 05.23646(N)    124 07 33.96228(W)     ADJUSTED  
 OA1116* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 OA1116  ___________________________________________________________________
 OA1116  LAPLACE CORR-          13.73  (seconds)                    DEFLEC99
 OA1116  GEOID HEIGHT-         -25.06  (meters)                     GEOID03
 OA1116  HORZ ORDER  -  THIRD
 OA1116
 OA1116.The horizontal coordinates were established by classical geodetic methods
 OA1116.and adjusted by the National Geodetic Survey in October 1991.
 OA1116
 OA1116.The orthometric height was scaled from a topographic map.
 OA1116
 OA1116.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1116
 OA1116.The geoid height was determined by GEOID03.
 OA1116
 OA1116;                    North         East     Units Scale Factor Converg.
 OA1116;SPC OR S     -   236,059.869 1,207,979.687   MT  0.99994341   -2 28 50.8
 OA1116;SPC OR S     -   774,474.64  3,963,187.95   iFT  0.99994341   -2 28 50.8
 OA1116;UTM  10      - 4,843,033.133   409,314.422   MT  0.99970115   -0 46 42.8
 OA1116
 OA1116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1116!SPC OR S     -   1.00000345  x   0.99994341  =   0.99994686
 OA1116!UTM  10      -   1.00000345  x   0.99970115  =   0.99970459
 OA1116
 OA1116|---------------------------------------------------------------------|
 OA1116| PID    Reference Object                     Distance      Geod. Az  |
 OA1116|                                                           dddmmss.s |
 OA1116| CD9601 BILL RM 1                                          07445     |
 OA1116| OA1117 SCHOOL                              APPROX. 1.3 KM 1065506.9 |
 OA1116| OA1172 LEED ISLAND LIGHT                   APPROX. 1.3 KM 1815655.1 |
 OA1116| OA1191 THREE MILE LIGHT                    APPROX. 1.6 KM 3400922.6 |
 OA1116| CD9602 BILL RM 2                                          34102     |
 OA1116| OA1204 CANNERY SANDS LIGHT                 APPROX. 0.6 KM 3442912.1 |
 OA1116|---------------------------------------------------------------------|
 OA1116
 OA1116                          SUPERSEDED SURVEY CONTROL
 OA1116
 OA1116  NAD 83(1986)-  43 44 05.24024(N)    124 07 34.01065(W) AD(       ) 3
 OA1116  NAD 27      -  43 44 05.81700(N)    124 07 29.59700(W) AD(       ) 3
 OA1116
 OA1116.Superseded values are not recommended for survey control.
 OA1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1116.See file dsdata.txt to determine how the superseded data were derived.
 OA1116
 OA1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP0931443033(NAD 83)
 OA1116_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OA1116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA1116
 OA1116  HISTORY     - Date     Condition        Report By
 OA1116  HISTORY     - 1920     MONUMENTED       CGS
 OA1116  HISTORY     - 1936     SEE DESCRIPTION  CGS
 OA1116  HISTORY     - 1948     SEE DESCRIPTION  CGS
 OA1116
 OA1116                          STATION DESCRIPTION
 OA1116
 OA1116'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (OWS)
 OA1116'STATION IS LOCATED ON THE WESTERN ONE OF TWO MARSHY ISLANDS LYING
 OA1116'TO THE S OF CANNERY SANDS LIGHT.  STATION IS ABOUT 15 METERS FROM
 OA1116'THE WESTERN SHORE AND ON THE RANGE BETWEEN THE TANGENT TO POINT
 OA1116'AND SECOND HILL N OF BRUSHY HILL.
 OA1116'
 OA1116'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 OA1116'CONCRETE, AS DESCRIBED IN NOTES 1A AND 11A.
 OA1116'
 OA1116'REFERENCE MARK NO.1 IS INLAND FROM STATION.  REFERENCE MARK
 OA1116'NO.2 IS 10 METERS FROM WESTERN SHORE AND ON RANGE WITH TANGENT
 OA1116'TO POINT, AND FIRST TREE-COVERED HILL N OF BRUSHY HILL 2.
 OA1116
 OA1116                          STATION RECOVERY (1936)
 OA1116
 OA1116'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (LAM)
 OA1116'STATION IS LOCATED ON THE NW CORNER OF CANNERY ISLAND, WHICH IS
 OA1116'THE WESTERN ONE OF TWO MARSHY ISLANDS IN THE UMPQUA RIVER, W OF
 OA1116'GARDINER.  STATION IS NOT AT THE EXTREME N END OF ISLAND, BUT IS
 OA1116'ON THE WESTERN EDGE.
 OA1116'
 OA1116'STATION WAS SEARCHED FOR, BUT THERE WAS NO EVIDENCE OF A MARK
 OA1116'IN A CONCRETE POST.  INSTEAD THERE WAS AN OLD WOOD STAKE, IN
 OA1116'EXCELLENT CONDITION, INSCRIBED BILL, OVER WHICH THERE WAS A
 OA1116'TRIPOD AND TARGET, ALL IN GOOD ORDER.  STAKE WAS ABOUT 45 FEET
 OA1116'FROM W SHORE OF ISLAND AND AGREED IN DISTANCES WITH THAT OF
 OA1116'ORIGINAL STATION, AND WAS ABOUT 500 FEET FROM N END OF ISLAND.
 OA1116'
 OA1116'A REFERENCE MARK IN A CONCRETE POST, UNSTAMPED, WAS FOUND CAVED
 OA1116'OFF INTO SHALLOW WATER, IN CORRECT DISTANCE AND AZIMUTH FOR
 OA1116'REFERENCE MARK NO.2.  REFERENCE MARK NO.1 NOT FOUND ON ACCOUNT OF
 OA1116'LONG GRASS, BUT IT IS PROBABLY INTACT.
 OA1116
 OA1116                          STATION RECOVERY (1948)
 OA1116
 OA1116'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RAE)
 OA1116'A THOROUGH SEARCH WAS MADE FOR THE STATION BUT IT WAS NOT
 OA1116'FOUND.  THE TRIPOD AND STAKE MENTIONED IN THE 1936 RECOVERY NOTE
 OA1116'BY L.A. MC A. HAVE DISAPPEARED.  THE AREA IS MARSHY AND COVERED
 OA1116'WITH HIGH GRASS AND THE SHORELINE HAS RECEDED CONSIDERABLY.
 OA1116'REFERENCE MARK 1 MAY BE COVERED BY THE DENSE GROWTH OF GRASS.
 OA1116'
 OA1116'IT IS RECOMMENDED THAT THE STATION BE CLASSIFIED AS LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1442 ***********************************************************************
 OA1442  DESIGNATION -  BILL
 OA1442  PID         -  OA1442
 OA1442  STATE/COUNTY-  OR/COOS
 OA1442  USGS QUAD   -  BILL PEAK (1971)
 OA1442
 OA1442                         *CURRENT SURVEY CONTROL
 OA1442  ___________________________________________________________________
 OA1442* NAD 83(1991)-  43 00 55.52351(N)    124 18 46.47015(W)     ADJUSTED  
 OA1442* NAVD 88     -       465.2    (meters)    1526.     (feet)  VERTCON   
 OA1442  ___________________________________________________________________
 OA1442  LAPLACE CORR-          13.82  (seconds)                    DEFLEC99
 OA1442  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 OA1442  HORZ ORDER  -  THIRD
 OA1442
 OA1442.The horizontal coordinates were established by classical geodetic methods
 OA1442.and adjusted by the National Geodetic Survey in October 1991.
 OA1442
 OA1442.The NAVD 88 height was computed by applying the VERTCON shift value to
 OA1442.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OA1442
 OA1442.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1442
 OA1442.The geoid height was determined by GEOID03.
 OA1442
 OA1442;                    North         East     Units Scale Factor Converg.
 OA1442;SPC OR S     -   156,896.754 1,189,308.552   MT  0.99989816   -2 36 30.9
 OA1442;SPC OR S     -   514,753.13  3,901,930.94   iFT  0.99989816   -2 36 30.9
 OA1442;UTM  10      - 4,763,363.815   393,013.107   MT  0.99974081   -0 53 44.7
 OA1442
 OA1442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1442!SPC OR S     -   0.99993115  x   0.99989816  =   0.99982931
 OA1442!UTM  10      -   0.99993115  x   0.99974081  =   0.99967198
 OA1442
 OA1442:                Primary Azimuth Mark                     Grid Az
 OA1442:SPC OR S     -  BANDON CENTRAL GRAM SCH FLAG             325 02 42.4
 OA1442:UTM  10      -  BANDON CENTRAL GRAM SCH FLAG             323 19 56.2
 OA1442
 OA1442|---------------------------------------------------------------------|
 OA1442| PID    Reference Object                     Distance      Geod. Az  |
 OA1442|                                                           dddmmss.s |
 OA1442| OA1462 BANDON CENTRAL GRAM SCH FLAG        APPROX.13.9 KM 3222611.5 |
 OA1442| OA1449 COQUILLE RIVER LH                   APPROX.15.1 KM 3230420.2 |
 OA1442| OA1460 BANDON AMER LEGION TOWER FLAG       APPROX.14.4 KM 3234046.0 |
 OA1442| OA1470 BANDON HIGH SCHOOL FLAGSTAFF        APPROX.14.0 KM 3274649.6 |
 OA1442|---------------------------------------------------------------------|
 OA1442
 OA1442                          SUPERSEDED SURVEY CONTROL
 OA1442
 OA1442  NAD 83(1986)-  43 00 55.50711(N)    124 18 46.51208(W) AD(       ) 3
 OA1442  NAD 27      -  43 00 56.09700(N)    124 18 42.10200(W) AD(       ) 3
 OA1442  NGVD 29 (07/19/86)  464.0    (m)         1522.     (f) VERT ANG    3  
 OA1442
 OA1442.Superseded values are not recommended for survey control.
 OA1442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1442.See file dsdata.txt to determine how the superseded data were derived.
 OA1442
 OA1442_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN9301363364(NAD 83)
 OA1442
 OA1442  HISTORY     - Date     Condition        Report By
 OA1442  HISTORY     - 1907     MONUMENTED       CGS
 OA1442  HISTORY     - 1922     SEE DESCRIPTION  CGS
 OA1442  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OA1442
 OA1442                          STATION DESCRIPTION
 OA1442
 OA1442'DESCRIBED BY COAST AND GEODETIC SURVEY 1922
 OA1442'ON THE HIGHEST POINT OF THE BARE SUMMIT KNOWN AS BILL PEAK, ABOUT
 OA1442'1/2 MILE FROM DOYLES RANCH.  THE STATION IS MARKED AT THE SURFACE
 OA1442'BY A BRONZE DISK IN CONCRETE AS DESCRIBED IN NOTE 1C, AND DIRECTLY
 OA1442'UNDER THE CONCRETE BY A COPPER BOLT IN A BOULDER, 1 FOOT BELOW
 OA1442'THE SURFACE.  THE DISK IS STAMPED BILL TRIANGULATION STATION
 OA1442'1907.  A REFERENCE MARK, A BRONZE DISK SET IN CONCRETE IN A
 OA1442'DEPRESSION IN A BOULDER, IS 9.10 METERS (29.9 FEET) N OF THE
 OA1442'STATION.  ANOTHER REFERENCE MARK, A NAIL SET IN CEMENT IN A
 OA1442'DRILL HOLE IN BEDROCK, IS 4.63 METERS (15.2 FEET) W OF THE
 OA1442'STATION.
 OA1442
 OA1442                          STATION RECOVERY (1942)
 OA1442
 OA1442'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (JCS)
 OA1442'THE STATION IS DESTROYED.  THE DISK, A BRONZE DISK TRIANGULATION
 OA1442'MARK, STAMPED BILL 1906, WAS FOUND NEARBY.  THE APPROXIMATE
 OA1442'LOCATION OF THE OLD STATION IS MARKED BY A GEOLOGICAL SURVEY BENCH
 OA1442'MARK SET IN CONCRETE IN THE TOP OF A 6-INCH CONCRETE FILLED
 OA1442'TILE.  THIS MARK IS STAMPED BILL RESET 1942 AND PRESUMABLY WAS
 OA1442'LOCATED OVER THE UNDERGROUND MARK OF THE OLD STATION WHICH WAS A
 OA1442'COPPER BOLT SET IN A BURIED BOULDER.
 OA1442'
 OA1442'THE DESTRUCTION OF THE OLD STATION WAS OCCASIONED DURING THE
 OA1442'CONSTRUCTION OF A FOREST SERVICE LOOKOUT HOUSE.
 OA1442'
 OA1442'REFER TO DESCRIPTION OF BILL RESET (U.S.G.S.).
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AJ8160 ***********************************************************************
 AJ8160  DESIGNATION -  BILL
 AJ8160  PID         -  AJ8160
 AJ8160  STATE/COUNTY-  OR/CLACKAMAS
 AJ8160  USGS QUAD   -  THREE LYNX (1985)
 AJ8160
 AJ8160                         *CURRENT SURVEY CONTROL
 AJ8160  ___________________________________________________________________
 AJ8160* NAD 83(2007)-  45 12 51.41839(N)    122 00 57.45171(W)     ADJUSTED  
 AJ8160* NAVD 88     -      1200.89   (meters)    3939.9    (feet)  LEVELING  
 AJ8160  ___________________________________________________________________
 AJ8160  EPOCH DATE  -        2007.00
 AJ8160  X           -  -2,386,521.901 (meters)                     COMP
 AJ8160  Y           -  -3,816,867.317 (meters)                     COMP
 AJ8160  Z           -   4,504,993.060 (meters)                     COMP
 AJ8160  LAPLACE CORR-           8.25  (seconds)                    DEFLEC99
 AJ8160  ELLIP HEIGHT-        1179.403 (meters)          (02/10/07) ADJUSTED
 AJ8160  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 AJ8160
 AJ8160  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ8160  Type    PID    Designation                      North   East  Ellip
 AJ8160  -------------------------------------------------------------------
 AJ8160  NETWORK AJ8160 BILL                              0.82   0.57   2.51
 AJ8160  -------------------------------------------------------------------
 AJ8160  VERT ORDER  -  THIRD
 AJ8160
 AJ8160.The horizontal coordinates were established by GPS observations
 AJ8160.and adjusted by the National Geodetic Survey in February 2007.
 AJ8160
 AJ8160.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ8160.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ8160.The horizontal coordinates are valid at the epoch date displayed above.
 AJ8160.The epoch date for horizontal control is a decimal equivalence
 AJ8160.of Year/Month/Day.
 AJ8160
 AJ8160.The orthometric height was determined by differential leveling.
 AJ8160.The vertical network tie was performed by a horz. field party for horz.
 AJ8160.obs reductions. Reset procedures were used to establish the elevation.
 AJ8160
 AJ8160.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8160
 AJ8160.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8160
 AJ8160.The ellipsoidal height was determined by GPS observations
 AJ8160.and is referenced to NAD 83.
 AJ8160
 AJ8160.The geoid height was determined by GEOID03.
 AJ8160
 AJ8160;                    North         East     Units Scale Factor Converg.
 AJ8160;SPC OR N     -   173,090.303 2,380,937.318   MT  0.99989490   -1 04 30.3
 AJ8160;SPC OR N     -   567,881.57  7,811,474.14   iFT  0.99989490   -1 04 30.3
 AJ8160;UTM  10      - 5,007,225.921   577,267.844   MT  0.99967341   +0 41 54.4
 AJ8160
 AJ8160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8160!SPC OR N     -   0.99981512  x   0.99989490  =   0.99971004
 AJ8160!UTM  10      -   0.99981512  x   0.99967341  =   0.99948859
 AJ8160
 AJ8160                          SUPERSEDED SURVEY CONTROL
 AJ8160
 AJ8160  NAD 83(1998)-  45 12 51.41679(N)    122 00 57.45264(W) AD(       ) B
 AJ8160  ELLIP H (02/26/02) 1179.403  (m)                       GP(       ) 3 2
 AJ8160
 AJ8160.Superseded values are not recommended for survey control.
 AJ8160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8160.See file dsdata.txt to determine how the superseded data were derived.
 AJ8160
 AJ8160_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER7726807226(NAD 83)
 AJ8160_MARKER: DD = SURVEY DISK
 AJ8160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8160_STAMPING: BILL 2000
 AJ8160_MARK LOGO: OR-005
 AJ8160_PROJECTION: FLUSH
 AJ8160_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ8160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8160+STABILITY: SURFACE MOTION
 AJ8160_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8160+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2000
 AJ8160
 AJ8160  HISTORY     - Date     Condition        Report By
 AJ8160  HISTORY     - 20000901 MONUMENTED       OR-005
 AJ8160
 AJ8160                          STATION DESCRIPTION
 AJ8160
 AJ8160'DESCRIBED BY CLACKAMAS COUNTY OREGON 2000 (CRC)
 AJ8160'THE STATION IS LOCATED ABOUT 61.8 KM (38.4 MI) SOUTHEAST OF PORTLAND,
 AJ8160'25.7 KM
 AJ8160'(16 MI) SOUTHEASTERLY OF ESTACADA, ON AN UN-NUMBERED ROAD EAST OF
 AJ8160'U.S. FOREST SERVICE ROAD 4610-185, NEAR THE NORTH LINE OF SECTION 24,
 AJ8160'T.4 S., R.6E., W.M.
 AJ8160'OWNERSHIP - THE CLACKAMAS RIVER R.R. DISTRICT, U.S. FOREST SERVICE.
 AJ8160' 
 AJ8160'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 211
 AJ8160'AND 224 IN ESTACADA.  GO SOUTHEAST ON HIGHWAY 224 FOR 4.8 KM (3 MI)
 AJ8160'TO THE JUNCTION OF FALL CREEK ROAD.  TURN LEFT,  EAST, ON FALL CREEK
 AJ8160'ROAD FOR 0.6 KM (0.4 MI)
 AJ8160'TO THE JUNCTION OF S.E. DIVERS ROAD.  TURN LEFT, NORTH, ON S.E. DIVERS
 AJ8160'ROAD FOR 0.5 KM (0.3
 AJ8160'MI) TO THE JUNCTION OF S. SQUAW MOUNTAIN ROAD.  TURN RIGHT, EASTERLY,
 AJ8160'ON S. SQUAW
 AJ8160'MOUNTAIN ROAD, WHICH BECOMES U.S. FOREST SERVICE ROAD 4614 FOR 14.3 KM
 AJ8160'(8.9 MI) TO U.S.
 AJ8160'FOREST SERVICE ROAD 4613 ON RIGHT JUST BEFORE GATE. TURN RIGHT,
 AJ8160'SOUTHERLY, ON FOREST
 AJ8160'ROAD 4613  FOR 7.6 KM (4.7 MI) TO ITS END AT U.S. FOREST SERVICE 4610.
 AJ8160'TURN LEFT, EASTERLY, ON
 AJ8160'FOREST ROAD 4610  FOR 15 KM (9.3 MI), PASSING SQUAW LAKES ON LEFT AND
 AJ8160'SQUAW MEADOWS ON
 AJ8160'RIGHT, TO U.S. FOREST SERVICE ROAD 4610-185 ON RIGHT.  TURN RIGHT,
 AJ8160'NORTHEASTERLY, ON
 AJ8160'FOREST ROAD 4610-185 FOR 0.6 KM (0.4 MI) TO AN UN-NAMED AND
 AJ8160'UN-NUMBERED SIDE ROAD ON
 AJ8160'RIGHT BLOCKED TO VEHICULAR TRAFFIC.  WALK REMAINING WAY BY TURNING
 AJ8160'RIGHT ONTO SIDE
 AJ8160'ROAD AND GOING EASTERLY FOR 240 M (787 FT) TO THE SITE ON LEFT.
 AJ8160' 
 AJ8160'THE STATION IS A 9.5 CM (3.25 IN) BRONZE CAP ATTACHED TO A 6 CM (2.4
 AJ8160'IN) STAINLESS STEEL PIPE
 AJ8160'0.75 M (30 IN) IN LENGTH, EMBEDDED IN A ROUND 30 CM (12 IN) DIAMETER
 AJ8160'CONCRETE POST THAT IS 1.2
 AJ8160'M (4 FT) DEEP, THE TOP OF WHICH IS RECESSED 5 CM (2 IN) BELOW THE
 AJ8160'SURFACE.  IT IS 15 M (50 FT)
 AJ8160'NORTH FROM THE ROAD, 146 M (480 FT) SOUTH FROM A 60 CM (24 IN)
 AJ8160'DIAMETER BARKLESS SNAG 14 M
 AJ8160'(45 FT) TALL WITH AN ALUMINUM TAG INDICATING BEARING AND DISTANCE TO
 AJ8160'THE STATION, 48 M (156
 AJ8160'FT) EAST FROM A 30 CM (12 IN) DIAMETER BARKLESS SNAG 12 M (40 FT) TALL
 AJ8160'WITH AN ALUMINUM TAG
 AJ8160'INDICATING BEARING AND DISTANCE TO THE STATION, 8.5 M (28 FT) WEST
 AJ8160'NORTHWEST OF A 40 CM (16
 AJ8160'IN) DIAMETER BARKLESS SNAG 9 M (30 FT) TALL,  AND 19 M (63 FT)
 AJ8160'EAST-NORTHEAST FROM
 AJ8160'A 1.8 M (6 FT) STEEL FENCE POST WITH A CLACKAMAS COUNTY MONUMENT SIGN
 AJ8160'ATTACHED.
 AJ8160' 
 AJ8160'FOR INFORMATION REGARDING THE ROADS TO ACCESS THIS STATION, CONTACT
 AJ8160'THE CLACKAMAS
 AJ8160'RIVER R.R. DISTRICT, U.S. FOREST SERVICE, 595 N.W. INDUSTRIAL WAY
 AJ8160'(FRONTAGE ROAD TO
 AJ8160'HIGHWAYS 211 AND 224), ESTACADA, OR, 97023  -  PH 503-630-6861 AND
 AJ8160'503-630-8700. AT CLACKAMAS
 AJ8160'RIVER R.R. DISTRICT ASK FOR THE MT. HOOD NATIONAL FOREST MAP. THERE IS
 AJ8160'A SMALL FEE FOR
 AJ8160'THIS MAP.
 AJ8160' 
 AJ8160' 
 AJ8160' 
 AJ8160' 
 AJ8160' 
 AJ8160' 
 AJ8160'
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1443 ***********************************************************************
 OA1443  DESIGNATION -  BILL BUTTE LOOKOUT TOWER
 OA1443  PID         -  OA1443
 OA1443  STATE/COUNTY-  OR/COOS
 OA1443  USGS QUAD   -  BILL PEAK (1971)
 OA1443
 OA1443                         *CURRENT SURVEY CONTROL
 OA1443  ___________________________________________________________________
 OA1443* NAD 83(1991)-  43 00 55.69087(N)    124 18 46.43496(W)     ADJUSTED  
 OA1443* NAVD 88     -              **(meters)            **(feet)            
 OA1443  ___________________________________________________________________
 OA1443  LAPLACE CORR-          13.82  (seconds)                    DEFLEC99
 OA1443  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 OA1443  HORZ ORDER  -  THIRD
 OA1443
 OA1443.The horizontal coordinates were established by classical geodetic methods
 OA1443.and adjusted by the National Geodetic Survey in October 1991.
 OA1443
 OA1443
 OA1443.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1443
 OA1443.The geoid height was determined by GEOID03.
 OA1443
 OA1443;                    North         East     Units Scale Factor Converg.
 OA1443;SPC OR S     -   156,901.876 1,189,309.583   MT  0.99989816   -2 36 30.9
 OA1443;SPC OR S     -   514,769.93  3,901,934.33   iFT  0.99989816   -2 36 30.9
 OA1443;UTM  10      - 4,763,368.965   393,013.984   MT  0.99974081   -0 53 44.7
 OA1443
 OA1443                          SUPERSEDED SURVEY CONTROL
 OA1443
 OA1443  NAD 83(1986)-  43 00 55.67528(N)    124 18 46.47668(W) AD(       ) 4
 OA1443  NAD 27      -  43 00 56.28000(N)    124 18 42.07700(W) AD(       ) 3
 OA1443
 OA1443.Superseded values are not recommended for survey control.
 OA1443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1443.See file dsdata.txt to determine how the superseded data were derived.
 OA1443
 OA1443_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN9301463369(NAD 83)
 OA1443
 OA1443  HISTORY     - Date     Condition        Report By
 OA1443  HISTORY     - 1942     MONUMENTED       CGS
 OA1443
 OA1443                          STATION DESCRIPTION
 OA1443
 OA1443'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (EHB)
 OA1443'THIS INTERSECTION STATION IS LOCATED 10 MILES SSW OF COQUILLE,
 OA1443'9 MILES SW OF MYRTLE POINT ON THE SUMMIT OF A MOUNTAIN KNOWN AS
 OA1443'BILL BUTTE.
 OA1443'
 OA1443'THE STATION IS A STATE FOREST SERVICE LOOKOUT HOUSE WHICH IS A
 OA1443'WHITE WOODEN BUILDING 12 FEET SQUARE AND 15 FEET HIGH.  THE CENTER
 OA1443'OF THE BUILDING WAS USED BY LOCATION OF A TEMPORARY POINT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1444 ***********************************************************************
 OA1444  DESIGNATION -  BILL RESET
 OA1444  PID         -  OA1444
 OA1444  STATE/COUNTY-  OR/COOS
 OA1444  USGS QUAD   -  BILL PEAK (1971)
 OA1444
 OA1444                         *CURRENT SURVEY CONTROL
 OA1444  ___________________________________________________________________
 OA1444* NAD 83(1991)-  43 00 55.50085(N)    124 18 46.45556(W)     ADJUSTED  
 OA1444* NAVD 88     -       470.98   (+/-2cm)    1545.2    (feet)  VERTCON   
 OA1444  ___________________________________________________________________
 OA1444  LAPLACE CORR-          13.82  (seconds)                    DEFLEC99
 OA1444  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 OA1444  HORZ ORDER  -  SECOND
 OA1444  VERT ORDER  -  THIRD ? (See Below)
 OA1444
 OA1444.The horizontal coordinates were established by classical geodetic methods
 OA1444.and adjusted by the National Geodetic Survey in October 1991.
 OA1444
 OA1444.The NAVD 88 height was computed by applying the VERTCON shift value to
 OA1444.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OA1444.The vertical order pertains to the NGVD 29 superseded value.
 OA1444
 OA1444.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1444
 OA1444.The geoid height was determined by GEOID03.
 OA1444
 OA1444;                    North         East     Units Scale Factor Converg.
 OA1444;SPC OR S     -   156,896.040 1,189,308.850   MT  0.99989816   -2 36 30.9
 OA1444;SPC OR S     -   514,750.79  3,901,931.92   iFT  0.99989816   -2 36 30.9
 OA1444;UTM  10      - 4,763,363.111   393,013.427   MT  0.99974081   -0 53 44.7
 OA1444
 OA1444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1444!SPC OR S     -   0.99993024  x   0.99989816  =   0.99982840
 OA1444!UTM  10      -   0.99993024  x   0.99974081  =   0.99967106
 OA1444
 OA1444|---------------------------------------------------------------------|
 OA1444| PID    Reference Object                     Distance      Geod. Az  |
 OA1444|                                                           dddmmss.s |
 OA1444| OA1443 BILL BUTTE LOOKOUT TOWER              5.882 METERS 00433     |
 OA1444| CD9606 BILL RESET RM 3                       5.670 METERS 03059     |
 OA1444| OA0912 BENNETT LOOKOUT TOWER               APPROX. 7.1 KM 1522546.0 |
 OA1444| OA0917 EDSON BUTTE LOT GUARD DWELLING      APPROX.16.0 KM 1861716.5 |
 OA1444| CD9605 BILL RESET RM 2                       4.405 METERS 26158     |
 OA1444| CD9604 BILL RM                               4.620 METERS 26205     |
 OA1444| CD9603 BILL RESET AZ MK                                   3211247.8 |
 OA1444|---------------------------------------------------------------------|
 OA1444
 OA1444                          SUPERSEDED SURVEY CONTROL
 OA1444
 OA1444  NAD 83(1986)-  43 00 55.48531(N)    124 18 46.49780(W) AD(       ) 2
 OA1444  NAD 27      -  43 00 56.09000(N)    124 18 42.09800(W) AD(       ) 2
 OA1444  NGVD 29 (07/19/86)  469.82   (m)         1541.4    (f) LEVELING    3  
 OA1444
 OA1444.Superseded values are not recommended for survey control.
 OA1444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1444.See file dsdata.txt to determine how the superseded data were derived.
 OA1444
 OA1444_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN9301363363(NAD 83)
 OA1444_MARKER: Z = SEE DESCRIPTION
 OA1444_SETTING: 0 = UNSPECIFIED SETTING
 OA1444
 OA1444  HISTORY     - Date     Condition        Report By
 OA1444  HISTORY     - 1942     MONUMENTED       CGS
 OA1444  HISTORY     - 1942     SEE DESCRIPTION  USGS
 OA1444  HISTORY     - 1973     SEE DESCRIPTION  NGS
 OA1444  HISTORY     - 19861117 POOR             USPSQD
 OA1444
 OA1444                          STATION DESCRIPTION
 OA1444
 OA1444'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JCS)
 OA1444'THE STATION IS LOCATED ABOUT 9 MILES, AIR LINE, SE OF BANDON, ON
 OA1444'THE BARE SUMMIT KNOWN AS BILL PEAK OR BILL BUTTE.  IT IS JUST S OF
 OA1444'THE BILL BUTTE LOOKOUT HOUSE.
 OA1444'
 OA1444'THE STATION MARK IS A U.S.G.S. BENCH MARK CEMENTED ON 6-INCH
 OA1444'STOVE PIPE BURIED IN THE GROUND.  IT IS 12.080 FEET SW OF THE SE
 OA1444'CORNER OF THE LOOKOUT HOUSE AND 16.035 FEET SE OF THE SW CORNER
 OA1444'OF THE LOOKOUT HOUSE, STAMPED BILL RESET 1942.
 OA1444'
 OA1444'NO UNDERGROUND MARK WAS ESTABLISHED.
 OA1444'
 OA1444'A REFERENCE MARK WHICH CONSISTS OF A NAIL CEMENTED IN A DRILL
 OA1444'HOLE IN OUTCROPPING BEDROCK IS SW AND APPROXIMATELY THE SAME
 OA1444'HEIGHT AS THE STATION MARK.
 OA1444'
 OA1444'REFERENCE MARK NO.2 IS W BY S AND APPROXIMATELY 1 FOOT HIGHER
 OA1444'THAN THE STATION MARK.  IT IS A BRONZE DISK CEMENTED IN A DRILL
 OA1444'HOLE IN OUTCROPPING BEDROCK AND IS STAMPED BILL RESET NO.2 1942.
 OA1444'
 OA1444'A REFERENCE MARK WHICH IS A BRONZE DISK CEMENTED IN A DRILL HOLE
 OA1444'IN OUTCROPPING BEDROCK (NO STAMPING) IS ON THE N SIDE OF THE
 OA1444'LOOKOUT HOUSE AND CANNOT BE MEASURED OR CUT IN.  THIS MARK HAS
 OA1444'BEEN DESCRIBED IN A PREVIOUS DESCRIPTION OF THE STATION.
 OA1444'
 OA1444'THE AZIMUTH MARK IS NW 1-1/2 MILES, 18.5 FEET NE OF A TELEPHONE
 OA1444'POLE, 31.5 FEET NE OF THE CENTER LINE OF THE ROAD, AND 2 FEET S
 OA1444'OF A U.S.G.S. B.M. NO.9986.  THE MARK IS A BRONZE DISK CEMENTED
 OA1444'IN THE TOP OF ROCK OUTCROP WHICH IS ABOUT 3 FEET ABOVE THE SURFACE
 OA1444'OF THE GROUND AND IS STAMPED BILL RESET 1942.
 OA1444'
 OA1444'TO REACH THE STATION FROM BANDON GO SOUTHERLY ON U.S. HIGHWAY
 OA1444'101 FOR 4.3 MILES TO A GRAVELED ROAD LEADING E AND A SIGN ON THE
 OA1444'RIGHT TWO MILE RD.  TURN LEFT, E, AND GO 3.8 MILES TO FORKS.  TAKE
 OA1444'THE LEFT FORK THROUGH THE GATE AND GO 0.4 MILE TO FORKS.  TAKE THE
 OA1444'RIGHT FORK THROUGHT A GATE, GO 1.9 MILES TO THE AZIMUTH MARK ON
 OA1444'THE LEFT (THE MARK IS IN ROCK OUTCROP).  CONTINUE 0.9 MILE TO
 OA1444'FORKS.  TAKE THE LEFT FORK FOR 0.1 MILE TO THE END OF THE TRUCK
 OA1444'TRAVEL.  PACK UP TRAIL TO THE LOOKOUT HOUSE AND STATION.  A
 OA1444'5-MINUTE PACK.
 OA1444'
 OA1444'A 4-FOOT STAND WAS USED FOR OBSERVATIONS.
 OA1444
 OA1444                          STATION RECOVERY (1942)
 OA1444
 OA1444'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1942 (JCS)
 OA1444'STATION IS LOCATED ON THE SUMMIT OF BILL PEAK, A WELL KNOWN
 OA1444'MOUNTAIN SSE OF BANDON ABOUT 9 MILES, AIR LINE.  STATION ELEVATION
 OA1444'IS 1542 FEET.
 OA1444'
 OA1444'STATION MARK IS A BRONZE U.S.G.S. BENCH MARK SET IN CEMENT IN
 OA1444'THE TOP OF A 6-INCH PIPE THAT IS FLUSH WITH THE SURFACE.  THE
 OA1444'MARK IS SET IN THE APPROXIMATE POSITION OF U.S.C. AND G.S. STATION
 OA1444'BILL 1906, WHOSE DISK WAS FOUND LYING LOOSE ON THE SURFACE OF
 OA1444'THE GROUND.  STATION MARK IS STAMPED BILL RESET 1942.
 OA1444'
 OA1444'REFERENCE MARK NO.1, THE ORIGINAL REFERENCE MARK FOR STATION
 OA1444'BILL 1906, WAS NOT VISIBLE FROM THE STATION, ITS VIEW BEING
 OA1444'OBSTRUCTED BY THE ROOF OF THE LOOKOUT HOUSE.  IT WAS FOUND IN GOOD
 OA1444'CONDITION SET FLUSH WITH THE SURFACE OF THE BEDROCK ON THE HIGHEST
 OA1444'POINT OF THE PEAK AND ABOUT 4 FEET N OF THE LOOKOUT HOUSE.  IT IS
 OA1444'9.10 METERS N OF THE PRESENT STATION.  MARK IS NOT STAMPED.
 OA1444'
 OA1444'REFERENCE MARK NO.2 IS A BRONZE U.S.C. AND G.S. DISK SET IN
 OA1444'BEDROCK AT THE W EDGE OF THE FLAT SUMMIT.  IT IS ABOUT 3 INCHES
 OA1444'BELOW THE SURFACE AND 0.23 METER E OF A NAIL SET IN CEMENT IN A
 OA1444'DRILL HOLE.  (THE NAIL IS 4.63 METERS WSW OF THE STATION
 OA1444'MARK.) MARK IS STAMPED BILL RESET NO.2 1942.
 OA1444'
 OA1444'THE LIGHTNING ROD ON THE APEX OF THE LOOKOUT HOUSE ROOF ALSO
 OA1444'SERVES AS A REFERENCE POINT FOR THE STATION.
 OA1444'
 OA1444'THE AZIMUTH MARK IS A BRONZE U.S.C. AND G.S. DISK SET IN A BEDROCK
 OA1444'OUTCROP ABOUT 0.6 MILE NW OF THE STATION.  THE OUTCROP IS ABOUT
 OA1444'12 FEET IN LENGTH, 6 FEET WIDE, AND PROJECTS ABOUT 3 FEET ABOVE
 OA1444'THE SURFACE.  IT IS 12 PACES N OF A WOODEN FARM FENCE AND ABOUT
 OA1444'8 PACES E OF THE ROAD LEADING TO THE STATION.  MARK IS STAMPED
 OA1444'BILL RESET 1942.
 OA1444'
 OA1444'TO REACH FROM BANDON GO S ON U.S. HIGHWAY 101, 4.3 MILES TO
 OA1444'GRADED ROAD ON LEFT.  TURN LEFT OFF HIGHWAY AND GO E ON TWO MILE
 OA1444'ROAD 3.9 MILES TO A FORK AND A GATE.  TAKE THE LEFT FORK THROUGH
 OA1444'THE GATE AND CONTINUE EASTWARD 0.5 MILE.  TAKE THE RIGHT FORK
 OA1444'THROUGH A GATE AND OVER A BRIDGE, TAKING A LEFT FORK ABOVE A
 OA1444'FARMHOUSE JUST ABOVE THE BRIDGE, AND CONTINUE ABOUT 3.5 MILES TO
 OA1444'END OF TRUCK TRAVEL ABOUT 150 YARDS BELOW THE SUMMIT OF THE
 OA1444'PEAK.  PACK TO SUMMIT AND STATION 10 FEET S OF THE LOOKOUT
 OA1444'HOUSE.  (ROAD WAS IMPASSABLE BY TRUCK AT THE TIME OF
 OA1444'OCCUPATION, ABOUT THE LAST 2 MILES BEING TRAVELED ON FOOT.)
 OA1444
 OA1444                          STATION RECOVERY (1973)
 OA1444
 OA1444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 OA1444'THE STATION MARK, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK WAS
 OA1444'RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 1 IS NOT VISIBLE
 OA1444'FROM THE STATION.  REFERENCE MARK NO. 3 WAS ESTABLISHED.  A
 OA1444'DIFFERENCE IN THE HORIZONTAL ANGLE TO REFERENCE MARK NO. 2 WAS
 OA1444'FOUND.  LANDMARKS HAVE CHANGED.  A NEW AND COMPLETE DESCRIPTION
 OA1444'FOLLOWS.
 OA1444'
 OA1444'THE STATION IS ON THE SUMMIT OF BILL BUTTE, ON LAND OWNED BY THE
 OA1444'INTERNATIONAL PAPER COMPANY.
 OA1444'
 OA1444'TO REACH THE STATION FROM THE BANDON CITY HALL GO SOUTH ON
 OA1444'U.S. HIGHWAY 101 FOR 4.1 MILES TO A SIDE ROAD LEFT, TURN LEFT,
 OA1444'AND GO EAST ON TWOMILE ROAD FOR 3.9 MILES TO A SIDE ROAD, AND GATE
 OA1444'ON THE LEFT, JUST BEFORE CROSSING A BRIDGE, TURN LEFT, PASS THRU
 OA1444'THE GATE, AND GO EAST FOR 0.5 MILE TO A FORK, TAKE THE RIGHT
 OA1444'FORK, THRU A GATE, AND OVER A BRIDGE, PASSING TO THE NORTH OF A
 OA1444'DWELLING, AND FOLLOW THE MAIN TRAVELED ROAD EASTERLY FOR 2.2
 OA1444'MILES TO A FORK, THE LOOKOUT IS VISIBLE FROM THIS FORK.  TAKE THE
 OA1444'LEFT FORK, EAST, FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT,
 OA1444'AND THE END OF TRUCK TRAVEL FOR 2-WHEEL DRIVE VEHICLE.
 OA1444'CONTINUE EASTERLY FOR 1.4 MILES TO THE LOOKOUT, AND THE
 OA1444'STATION AT THE SUMMIT OF THE BUTTE.
 OA1444'
 OA1444'THE STATION MARK, STAMPED BILL RESET 1942, IS A U.S. GEOLOGICAL
 OA1444'SURVEY DISK SET IN CONCRETE IN A 6-INCH PIPE THAT IS FLUSH, 17 FEET
 OA1444'SOUTHEAST OF THE SOUTHWEST CORNER OF THE LOOKOUT, AND 11.5 FEET
 OA1444'SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF THE LOOKOUT.
 OA1444'
 OA1444'REFERENCE MARK NO. 1, IS AN UNSTAMPED STANDARD DISK CEMENTED IN A
 OA1444'DRILL HOLE IN BEDROCK, 6 FEET NORTHWEST OF THE NORTHEAST CORNER
 OA1444'OF THE LOOKOUT.  (NOTE 12A)
 OA1444'
 OA1444'REFERENCE MARK NO. 2, STAMPED BILL RESET NO 2 1942, IS A STANDARD
 OA1444'DISK CEMENTED IN A DRILL HOLE IN BEDROCK, 18 FEET SOUTH-SOUTHWEST
 OA1444'OF THE SOUTHWEST CORNER OF THE LOOKOUT.  (NOTE 12A)
 OA1444'
 OA1444'REFERENCE MARK NO. 3, STAMPED BILL RESET USGS 1942 NO 3 1973, IS A
 OA1444'STANDARD DISK CEMENTED IN A DRILL HOLE IN THE CONCRETE WALK, 5 FEET
 OA1444'SOUTHEAST OF THE ENTRANCE TO THE LOOKOUT, AND 1 FOOT SOUTH OF THE
 OA1444'FIRST STEP TO THE LOOKOUT.
 OA1444'
 OA1444'THE AZIMUTH MARK, STAMPED BILL RESET 1942, IS A STANDARD DISK
 OA1444'CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS 3 FEET, 37 FEET
 OA1444'NORTHEAST OF THE CENTER OF THE ROAD, AND 9 FEET NORTHEAST OF A
 OA1444'WITNESS POST.
 OA1444'
 OA1444'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OA1444'9 MILES SOUTHEAST OF BANDON.
 OA1444
 OA1444                          STATION RECOVERY (1986)
 OA1444
 OA1444'RECOVERY NOTE BY US POWER SQUADRON 1986 (MC)
 OA1444'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0922 ***********************************************************************
 QE0922  DESIGNATION -  BING
 QE0922  PID         -  QE0922
 QE0922  STATE/COUNTY-  OR/LANE
 QE0922  USGS QUAD   -  EUGENE EAST (1986)
 QE0922
 QE0922                         *CURRENT SURVEY CONTROL
 QE0922  ___________________________________________________________________
 QE0922* NAD 83(1986)-  44 03 00.     (N)    123 01 10.     (W)     SCALED    
 QE0922* NAVD 88     -       139.475  (meters)     457.59   (feet)  ADJUSTED  
 QE0922  ___________________________________________________________________
 QE0922  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 QE0922  DYNAMIC HT  -         139.454 (meters)     457.53  (feet)  COMP
 QE0922  MODELED GRAV-     980,461.1   (mgal)                       NAVD 88
 QE0922
 QE0922  VERT ORDER  -  FIRST     CLASS II
 QE0922
 QE0922.The horizontal coordinates were scaled from a topographic map and have
 QE0922.an estimated accuracy of +/- 6 seconds.
 QE0922
 QE0922.The orthometric height was determined by differential leveling
 QE0922.and adjusted in June 1991.
 QE0922
 QE0922.The geoid height was determined by GEOID03.
 QE0922
 QE0922.The dynamic height is computed by dividing the NAVD 88
 QE0922.geopotential number by the normal gravity value computed on the
 QE0922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0922.degrees latitude (g = 980.6199 gals.).
 QE0922
 QE0922.The modeled gravity was interpolated from observed gravity values.
 QE0922
 QE0922;                    North         East    Units  Estimated Accuracy
 QE0922;SPC OR S     -   267,800.    1,298,120.      MT  (+/- 180 meters Scaled)
 QE0922
 QE0922                          SUPERSEDED SURVEY CONTROL
 QE0922
 QE0922  NGVD 29 (??/??/92)  138.374  (m)          453.98   (f) ADJ UNCH    1 2
 QE0922
 QE0922.Superseded values are not recommended for survey control.
 QE0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0922.See file dsdata.txt to determine how the superseded data were derived.
 QE0922
 QE0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP984774(NAD 83)
 QE0922_MARKER: R = RIVET
 QE0922_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QE0922_SP_SET: CURB
 QE0922_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0922
 QE0922  HISTORY     - Date     Condition        Report By
 QE0922  HISTORY     - UNK      MONUMENTED       DOD
 QE0922  HISTORY     - 1943     GOOD             NGS
 QE0922  HISTORY     - 1987     MARK NOT FOUND   NGS
 QE0922  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 QE0922
 QE0922                          STATION DESCRIPTION
 QE0922
 QE0922'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QE0922'IN SPRINGFIELD.
 QE0922'AT SPRINGFIELD, IN THE NORTHWEST CORNER FORMED BY INTERSECTION OF
 QE0922'FIFTH AND D STREETS, ON THE CURB ALONG THE WEST SIDE OF FIFTH STREET,
 QE0922'32.0 FEET NORTH OF CENTER-LINE OF D STREET, 1.4 FEET NORTH OF THE LAST
 QE0922'T IN 5TH ST STENCILED IN THE CONCRETE CURB, 6.0 INCHES SOUTH OF THE
 QE0922'NORTH EDGE OF SIDEWALK ALONG D STREET, A MONEL RIVET.
 QE0922
 QE0922                          STATION RECOVERY (1987)
 QE0922
 QE0922'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE0922'THERE IS A NEW CURB AT THIS LOCATION.
 QE0922
 QE0922                          STATION RECOVERY (1989)
 QE0922
 QE0922'RECOVERY NOTE BY US POWER SQUADRON 1989 (SEM)
 QE0922'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1151 ***********************************************************************
 RD1151  DESIGNATION -  BING
 RD1151  PID         -  RD1151
 RD1151  STATE/COUNTY-  OR/CLATSOP
 RD1151  USGS QUAD   -  TILLAMOOK HEAD (1973)
 RD1151
 RD1151                         *CURRENT SURVEY CONTROL
 RD1151  ___________________________________________________________________
 RD1151* NAD 83(1986)-  45 57 45.     (N)    123 55 23.     (W)     SCALED    
 RD1151* NAVD 88     -         8.333  (meters)      27.34   (feet)  ADJUSTED  
 RD1151  ___________________________________________________________________
 RD1151  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 RD1151  DYNAMIC HT  -           8.334 (meters)      27.34  (feet)  COMP
 RD1151  MODELED GRAV-     980,706.9   (mgal)                       NAVD 88
 RD1151
 RD1151  VERT ORDER  -  FIRST     CLASS II
 RD1151
 RD1151.The horizontal coordinates were scaled from a topographic map and have
 RD1151.an estimated accuracy of +/- 6 seconds.
 RD1151
 RD1151.The orthometric height was determined by differential leveling
 RD1151.and adjusted in June 1991.
 RD1151
 RD1151.The geoid height was determined by GEOID03.
 RD1151
 RD1151.The dynamic height is computed by dividing the NAVD 88
 RD1151.geopotential number by the normal gravity value computed on the
 RD1151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1151.degrees latitude (g = 980.6199 gals.).
 RD1151
 RD1151.The modeled gravity was interpolated from observed gravity values.
 RD1151
 RD1151;                    North         East    Units  Estimated Accuracy
 RD1151;SPC OR N     -   260,750.    2,234,740.      MT  (+/- 180 meters Scaled)
 RD1151
 RD1151                          SUPERSEDED SURVEY CONTROL
 RD1151
 RD1151  NGVD 29 (??/??/92)    7.235  (m)           23.74   (f) ADJ UNCH    1 2
 RD1151
 RD1151.Superseded values are not recommended for survey control.
 RD1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1151.See file dsdata.txt to determine how the superseded data were derived.
 RD1151
 RD1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR284902(NAD 83)
 RD1151_MARKER: DD = SURVEY DISK
 RD1151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD1151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD1151_STAMPING: BING 1935
 RD1151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD1151+STABILITY: SURFACE MOTION
 RD1151
 RD1151  HISTORY     - Date     Condition        Report By
 RD1151  HISTORY     - 1935     MONUMENTED       ORGS
 RD1151  HISTORY     - 1965     MARK NOT FOUND   NGS
 RD1151  HISTORY     - 1987     MARK NOT FOUND   NGS
 RD1151
 RD1151                          STATION DESCRIPTION
 RD1151
 RD1151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 RD1151'3 MI SE FROM SEASIDE.
 RD1151'2.2 MILES SOUTH ALONG OREGON COAST HIGHWAY (U.S. 101) FROM SEASIDE,
 RD1151'CLATSOP COUNTY, 0.4 MILE SOUTH OF A BRIDGE OVER BEERMAN CREEK, ON THE
 RD1151'OUTSIDE OF A CURVE, 100 FEET NORTH OF A SMALL BRIDGE, AT THE EAST EDGE
 RD1151'OF THE HIGHWAY, AND AT A WHITE WOODEN WITNESS POST.  A STATE SURVEY
 RD1151'STANDARD DISK.  STAMPED BING 1935 AND SET IN THE TOP OF A CONCRETE
 RD1151'POST.  NOTE-- BEEN IMPROVED AT THIS MILEAGE AND THE MARK MAY HAVE BEEN
 RD1151'DISTURBED.
 RD1151
 RD1151                          STATION RECOVERY (1987)
 RD1151
 RD1151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD1151'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2675 ***********************************************************************
 RC2675  DESIGNATION -  BINGEN RANGE REAR
 RC2675  PID         -  RC2675
 RC2675  STATE/COUNTY-  OR/WASCO
 RC2675  USGS QUAD   -  WHITE SALMON (1994)
 RC2675
 RC2675                         *CURRENT SURVEY CONTROL
 RC2675  ___________________________________________________________________
 RC2675* NAD 83(1991)-  45 41 15.76784(N)    121 25 45.60648(W)     ADJUSTED  
 RC2675* NAVD 88     -        41.6    (meters)     136.     (feet)  VERTCON   
 RC2675  ___________________________________________________________________
 RC2675  X           -  -2,327,339.545 (meters)                     COMP
 RC2675  Y           -  -3,808,408.232 (meters)                     COMP
 RC2675  Z           -   4,541,082.418 (meters)                     COMP
 RC2675  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 RC2675  ELLIP HEIGHT-          20.238 (meters)          (10/15/91) ADJUSTED
 RC2675  GEOID HEIGHT-         -21.43  (meters)                     GEOID03
 RC2675  HORZ ORDER  -  THIRD
 RC2675  ELLP ORDER  -  FOURTH    CLASS I
 RC2675
 RC2675.The horizontal coordinates were established by GPS observations
 RC2675.and adjusted by the National Geodetic Survey in October 1991.
 RC2675
 RC2675.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC2675.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC2675
 RC2675.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RC2675
 RC2675.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2675
 RC2675.The ellipsoidal height was determined by GPS observations
 RC2675.and is referenced to NAD 83.
 RC2675
 RC2675.The geoid height was determined by GEOID03.
 RC2675
 RC2675;                    North         East     Units Scale Factor Converg.
 RC2675;SPC OR N     -   225,002.138 2,427,612.975   MT  0.99993559   -0 39 32.7
 RC2675;SPC OR N     -   738,195.99  7,964,609.50   iFT  0.99993559   -0 39 32.7
 RC2675;SPC WA S     -    39,816.451   427,605.772   MT  1.00003619   -0 40 30.2
 RC2675;SPC WA S     -   130,631.14  1,402,903.27   sFT  1.00003619   -0 40 30.2
 RC2675;UTM  10      - 5,060,550.901   622,302.257   MT  0.99978390   +1 07 26.5
 RC2675
 RC2675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2675!SPC OR N     -   0.99999683  x   0.99993559  =   0.99993242
 RC2675!SPC WA S     -   0.99999683  x   1.00003619  =   1.00003302
 RC2675!UTM  10      -   0.99999683  x   0.99978390  =   0.99978073
 RC2675
 RC2675                          SUPERSEDED SURVEY CONTROL
 RC2675
 RC2675  NAD 83(1986)-  45 41 15.78128(N)    121 25 45.60760(W) AD(       ) 3
 RC2675  NAD 27      -  45 41 16.35120(N)    121 25 41.35628(W) AD(       ) 3
 RC2675  NGVD 29 (03/22/89)   40.5    (m)          133.     (f) GPS OBS     3  
 RC2675
 RC2675.Superseded values are not recommended for survey control.
 RC2675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2675.See file dsdata.txt to determine how the superseded data were derived.
 RC2675
 RC2675_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR2230260551(NAD 83)
 RC2675_MARKER: 15 = RANGE MARKER
 RC2675_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RC2675+SATELLITE: SATELLITE OBSERVATIONS - 1987
 RC2675
 RC2675  HISTORY     - Date     Condition        Report By
 RC2675  HISTORY     - 1987     FIRST OBSERVED   NGS
 RC2675
 RC2675                          STATION DESCRIPTION
 RC2675
 RC2675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 RC2675'THE STATION, BINGEN RANGE, REAR,
 RC2675'IS LOCATED ABOUT 7.1 KM (4.4 MI) EAST-SOUTHEAST OF HOOD RIVER,
 RC2675'2.6 KM (1.6 MI) WEST-NORTHWEST OF MOSIER,
 RC2675'0.6 KM (0.35 MI) WEST-SOUTHWEST OF EIGHTEEN MILE ISLAND, BETWEEN
 RC2675'INTERSTATE HIGHWAY 84 AND THE COLUMBIA RIVER.
 RC2675'OWNERSHIP--RIGHT OF ENTRY MAINTAINED BY U.S. COAST GUARD.
 RC2675'
 RC2675'TO REACH THE STATION FROM THE STATE HIGHWAY 30 OVERPASS OVER
 RC2675'INTERSTATE HIGHWAY 84 (EXIT 69) ON THE NORTH SIDE OF MOSIER, GO
 RC2675'WEST-NORTHWEST FOR 1.9 KM (1.2 MI) ON INTERSTATE HIGHWAY 84
 RC2675'WESTBOUND LANES TO A DIRT ROAD RIGHT.
 RC2675'TURN RIGHT AND GO WEST-NORTHWEST FOR 0.4 KM (0.25 MI) ON THE DIRT
 RC2675'ROAD, PARALLEL WITH GUARDRAIL, TO THE STATION ON THE RIGHT.
 RC2675'
 RC2675'THE LANDMARK IS THE RED RANGE LIGHT LOCATED AT THE TOP OF THE WEST
 RC2675'CORNER OF A PLATFORM ATOP A FOUR-LEGGED METAL TOWER ABOUT 9.8
 RC2675'METERS (32 FT) ABOVE A SQUARE CONCRETE PLATFORM.  THERE IS A RANGE
 RC2675'BOARD MOUNTED TO THE WEST LEG OF THE TOWER, DIRECTLY BELOW THE
 RC2675'RANGE LIGHT.  GPS ANTENNA HEIGHT WAS MEASURED TO THE APPROXIMATE
 RC2675'CENTER OF LIGHT.
 RC2675'
 RC2675'COLUMBIA RIVER CG SURVEY, WASHINGTON, SEPT-OCT 1987.
 RC2675'
 RC2675'THIS STATION SUITABLE FOR GPS SURVEYS.
 RC2675'
 RC2675'DESCRIBED BY D.F. CALLAHAN.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0994 ***********************************************************************
 QC0994  DESIGNATION -  BIRCH
 QC0994  PID         -  QC0994
 QC0994  STATE/COUNTY-  OR/GRANT
 QC0994  USGS QUAD   -  WOLFINGER BUTTE (1983)
 QC0994
 QC0994                         *CURRENT SURVEY CONTROL
 QC0994  ___________________________________________________________________
 QC0994* NAD 83(1991)-  44 29 06.39837(N)    119 13 47.89639(W)     ADJUSTED  
 QC0994* NAVD 88     -      1338.96   (+/-2cm)    4392.9    (feet)  VERTCON   
 QC0994  ___________________________________________________________________
 QC0994  LAPLACE CORR-           4.33  (seconds)                    DEFLEC99
 QC0994  GEOID HEIGHT-         -18.38  (meters)                     GEOID03
 QC0994  HORZ ORDER  -  SECOND
 QC0994  VERT ORDER  -  THIRD ? (See Below)
 QC0994
 QC0994.The horizontal coordinates were established by classical geodetic methods
 QC0994.and adjusted by the National Geodetic Survey in October 1991.
 QC0994
 QC0994.The NAVD 88 height was computed by applying the VERTCON shift value to
 QC0994.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QC0994.The vertical order pertains to the NGVD 29 superseded value.
 QC0994
 QC0994.The Laplace correction was computed from DEFLEC99 derived deflections.
 QC0994
 QC0994.The geoid height was determined by GEOID03.
 QC0994
 QC0994;                    North         East     Units Scale Factor Converg.
 QC0994;SPC OR N     -    91,741.966 2,601,022.861   MT  0.99996524   +0 54 02.5
 QC0994;SPC OR N     -   300,990.70  8,533,539.57   iFT  0.99996524   +0 54 02.5
 QC0994;UTM  11      - 4,928,173.952   322,676.322   MT  0.99998670   -1 33 46.8
 QC0994
 QC0994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QC0994!SPC OR N     -   0.99979298  x   0.99996524  =   0.99975823
 QC0994!UTM  11      -   0.99979298  x   0.99998670  =   0.99977968
 QC0994
 QC0994|---------------------------------------------------------------------|
 QC0994| PID    Reference Object                     Distance      Geod. Az  |
 QC0994|                                                           dddmmss.s |
 QC0994| CD6876 BIRCH RM 1                            5.578 METERS 12115     |
 QC0994| QC0992 H 13                                APPROX. 4.3 KM 1750826.9 |
 QC0994| CD6877 BIRCH RM 2                           11.579 METERS 18855     |
 QC0994|---------------------------------------------------------------------|
 QC0994
 QC0994                          SUPERSEDED SURVEY CONTROL
 QC0994
 QC0994  NAD 83(1986)-  44 29 06.40487(N)    119 13 47.89227(W) AD(       ) 2
 QC0994  NAD 27      -  44 29 06.86200(N)    119 13 44.02000(W) AD(       ) 2
 QC0994  NGVD 29 (07/19/86) 1337.79   (m)         4389.1    (f) LEVELING    3  
 QC0994
 QC0994.Superseded values are not recommended for survey control.
 QC0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0994.See file dsdata.txt to determine how the superseded data were derived.
 QC0994
 QC0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK2267628174(NAD 83)
 QC0994_MARKER: Z = SEE DESCRIPTION
 QC0994_SETTING: 0 = UNSPECIFIED SETTING
 QC0994
 QC0994  HISTORY     - Date     Condition        Report By
 QC0994  HISTORY     - 1945     MONUMENTED       USGS
 QC0994
 QC0994                          STATION DESCRIPTION
 QC0994
 QC0994'DESCRIBED BY US GEOLOGICAL SURVEY 1945 (JCT)
 QC0994'STATION IS LOCATED ABOUT 7.5 MILES NORTHWEST OF MT. VERNON, 7
 QC0994'MILES NORTHEAST DAYVILLE, NEAR THE HEAD OF WARREN CREEK, ON THE
 QC0994'SUMMIT OF THE FIRST PROMINENT WOODED KNOLL NORTHWARD FROM THE
 QC0994'JOHN DAY RIVER.  IT IS ABOUT 125 FEET NORTHEAST OF A 24-INCH
 QC0994'BIRCH TREE ON THE VERY HIGHEST PART OF THE KNOLL.  IT IS A
 QC0994'U.S. GEOLOGICAL SURVEY BRONZE BENCH MARK DISK SET IN A DRILL
 QC0994'HOLE IN A BOULDER WHICH PROJECTS ABOUT 4 INCHES.  IT IS STAMPED
 QC0994'BIRCH 1940 4388 FEET.
 QC0994'
 QC0994'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION IN A SMALL BOULDER
 QC0994'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS STAMPED BIRCH
 QC0994'USGS NO 1 1945.
 QC0994'
 QC0994'REFERENCE MARK NO. 2 IS SOUTH OF THE STATION IN A 3X4 FOOT BOULDER
 QC0994'WHICH PROJECTS ABOUT 15 INCHES.  IT IS STAMPED BIRCH USGS NO 2 1945.
 QC0994'
 QC0994'BM H-13(USGS), ABOUT 5 MILES SOUTH, IS USED FOR THE AZIMUTH MARK.
 QC0994'
 QC0994'TO REACH THE STATION FROM THE HIGHWAY JUNCTION IN MT. VERNON GO
 QC0994'WEST ON U.S. HIGHWAY 28 FOR 5.8 MILES AND TURN RIGHT, NORTH, OFF
 QC0994'OF THE HIGHWAY, JUST AFTER CROSSING A SMALL WOODEN BRIDGE.  GO
 QC0994'0.4 MILE AND TAKE A LEFT FORK.  GO 1.1 MILES AND TAKE A DIM RIGHT
 QC0994'FORK.  GO 4.85 MILES AND TURN LEFT, SOUTHWARD, AT THE TOP OF THE
 QC0994'RIDGE.  GO 0.1 MILE TO THE HIGHEST PART OF THE KNOLL AND THE
 QC0994'STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB1340 ***********************************************************************
 RB1340  DESIGNATION -  BIRCH
 RB1340  PID         -  RB1340
 RB1340  STATE/COUNTY-  OR/UMATILLA
 RB1340  USGS QUAD   -  BASSEY CREEK (1996)
 RB1340
 RB1340                         *CURRENT SURVEY CONTROL
 RB1340  ___________________________________________________________________
 RB1340* NAD 83(1991)-  45 24 11.57511(N)    118 37 17.39713(W)     ADJUSTED  
 RB1340* NAVD 88     -      1399.9    (meters)    4593.     (feet)  VERTCON   
 RB1340  ___________________________________________________________________
 RB1340  LAPLACE CORR-           8.51  (seconds)                    DEFLEC99
 RB1340  GEOID HEIGHT-         -18.77  (meters)                     GEOID03
 RB1340  HORZ ORDER  -  FIRST
 RB1340
 RB1340.The horizontal coordinates were established by classical geodetic methods
 RB1340.and adjusted by the National Geodetic Survey in October 1991.
 RB1340
 RB1340.The NAVD 88 height was computed by applying the VERTCON shift value to
 RB1340.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RB1340
 RB1340.The Laplace correction was computed from DEFLEC99 derived deflections.
 RB1340
 RB1340.The geoid height was determined by GEOID03.
 RB1340
 RB1340;                    North         East     Units Scale Factor Converg.
 RB1340;SPC OR N     -   194,678.183 2,647,043.793   MT  0.99990294   +1 19 55.9
 RB1340;SPC OR N     -   638,707.95  8,684,526.88   iFT  0.99990294   +1 19 55.9
 RB1340;UTM  11      - 5,029,022.893   373,100.807   MT  0.99979799   -1 09 17.2
 RB1340
 RB1340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RB1340!SPC OR N     -   0.99978351  x   0.99990294  =   0.99968647
 RB1340!UTM  11      -   0.99978351  x   0.99979799  =   0.99958154
 RB1340
 RB1340:                Primary Azimuth Mark                     Grid Az
 RB1340:SPC OR N     -  PINE                                     043 13 44.5
 RB1340:UTM  11      -  PINE                                     045 42 57.6
 RB1340
 RB1340|---------------------------------------------------------------------|
 RB1340| PID    Reference Object                     Distance      Geod. Az  |
 RB1340|                                                           dddmmss.s |
 RB1340| RB1339 PINE                                APPROX. 2.0 KM 0443340.4 |
 RB1340| CF4510 BIRCH RM 1                           12.182 METERS 21055     |
 RB1340| CF4509 BIRCH RM 2                            6.727 METERS 35019     |
 RB1340|---------------------------------------------------------------------|
 RB1340
 RB1340                          SUPERSEDED SURVEY CONTROL
 RB1340
 RB1340  NAD 83(1986)-  45 24 11.57608(N)    118 37 17.38943(W) AD(       ) 1
 RB1340  NAD 27      -  45 24 12.12062(N)    118 37 13.50442(W) AD(       ) 1
 RB1340  NGVD 29 (07/19/86) 1398.8    (m)         4589.     (f) VERT ANG    3  
 RB1340
 RB1340.Superseded values are not recommended for survey control.
 RB1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1340.See file dsdata.txt to determine how the superseded data were derived.
 RB1340
 RB1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL7310129023(NAD 83)
 RB1340_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RB1340_SETTING: 66 = SET IN ROCK OUTCROP
 RB1340
 RB1340  HISTORY     - Date     Condition        Report By
 RB1340  HISTORY     - 1916     MONUMENTED       CGS
 RB1340  HISTORY     - 1963     SEE DESCRIPTION  CGS
 RB1340  HISTORY     - 1964     SEE DESCRIPTION  CGS
 RB1340
 RB1340                          STATION DESCRIPTION
 RB1340
 RB1340'DESCRIBED BY COAST AND GEODETIC SURVEY 1916 (CVH)
 RB1340'ABOUT 9 MILES E AND 6 MILES S OF PILOT ROCK AND 5 MILES E OF
 RB1340'CHARLES MANNINGS RANCH.  THE STATION IS BEST LOCATED BY GOING E
 RB1340'1-1/2 MILES FROM PILOT ROCK AND TAKING THE ROAD KNOWN AS RIDGE
 RB1340'ROAD, LEADING S AND SE OVER THE RIDGE AND FOLLOWING THAT TO A
 RB1340'POINT ABOUT 16 MILES FROM PILOT ROCK, WHEN THE STATION WILL LIE
 RB1340'ABOUT 1/2 MILE TO THE N ON A BALD KNOB, WITH TREES ON THE N
 RB1340'AND E SLOPES, WHICH MAKES OUT TO THE N FROM THE MAIN
 RB1340'RIDGE.  THE STATION IS ON THE HIGHEST POINT OF THE KNOB AND IS
 RB1340'MARKED BY A BRONZE TABLET WEDGED IN A DRILL HOLE IN
 RB1340'OUTCROPPING BEDROCK AS DESCRIBED IN NOTE 2.  THE REFERENCE MARK,
 RB1340'A BRONZE TABLET WITH THE ARROW POINTING TOWARD THE STATION
 RB1340'WEDGED IN A DRILL HOLE IN OUTCROPPING BEDROCK, AS DESCRIBED IN
 RB1340'NOTE 12A, IS 6.77 METERS (22.2 FEET) FROM THE STATION IN AZIMUTH
 RB1340'170 DEG 32 MIN.
 RB1340
 RB1340                          STATION RECOVERY (1963)
 RB1340
 RB1340'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FN)
 RB1340'THE STATION MARK AND THE REFERENCE MARK WERE RECOVERED AND FOUND
 RB1340'IN GOOD CONDITION.  ANOTHER REFERENCE MARK WAS ESTABLISHED AND ALL
 RB1340'OF THE MARKS WERE STAMPED DURING THIS VISIT.  A NEW AND COMPLETE
 RB1340'DESCRIPTION FOLLOWS.
 RB1340'
 RB1340'THE STATION IS ABOUT 15 MILES SOUTHEAST OF PILOT ROCK ON A
 RB1340'PROMINENT ROCKY POINT IN GRAZING LAND.
 RB1340'
 RB1340'TO REACH THE STATION FROM THE INTERSECTION JUST NORTH OF THE
 RB1340'POST OFFICE IN PILOT ROCK GO NORTHEAST ON U.S. HIGHWAY 395 FOR
 RB1340'0.2 MILE TO NE FOURTH ST. AND SIGN, MC KAY CR. STEWART CR., TURN
 RB1340'RIGHT AND GO EAST ON NE FOURTH ST. AND MACADAM ROAD FOR 1.7 MILES
 RB1340'TO A CROSSROAD, AN ABANDONED SCHOOLHOUSE IN THE SOUTHEAST ANGLE,
 RB1340'TURN RIGHT AND GO SOUTH FOR 0.9 MILE TO THE END OF THE MACADAM,
 RB1340'CONTINUE SOUTH AND EAST ON THE ROUGH ROCKY ROAD THAT FOLLOWS
 RB1340'THE CREST OF THE RIDGE BETWEEN TWO FENCES FOR 11.7 MILES TO A
 RB1340'GATE ON THE NORTH SIDE OF THE ROAD, TURN LEFT, PASS THROUGH THE
 RB1340'GATE AND GO NORTHWEST ON THE TRACK ROAD FOR 0.7 MILE, HERE
 RB1340'LEAVE THE TRACK ROAD AND PICK YOUR WAY WEST ACROSS THE GRAZING
 RB1340'LAND FOR 0.15 MILE TO THE STATION.
 RB1340'
 RB1340'THE STATION MARK, STAMPED BIRCH 1916, IS A STANDARD DISK CEMENTED
 RB1340'IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS 8 INCHES.  IT
 RB1340'IS 4 FEET NORTHWEST OF A METAL WITNESS POST AND 4 FEET EAST OF A
 RB1340'ROCK CAIRN.  (NOTE 2)
 RB1340'
 RB1340'REFERENCE MARK NO. 1, STAMPED BIRCH 1916 NO 1, IS A STANDARD DISK
 RB1340'CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE
 RB1340'GROUND.  IT IS 38 FEET SOUTH OF THE WITNESS POST, 1 FOOT NORTH OF
 RB1340'A ROCK CAIRN AND 1-1/2 FEET BELOW STATION ELEVATION.  (NOTE 12A)
 RB1340'
 RB1340'REFERENCE MARK NO. 2, STAMPED BIRCH 1916 NO 2, IS A STANDARD DISK
 RB1340'CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE
 RB1340'GROUND.  IT IS 25.5 FEET NORTHWEST OF THE WITNESS POST AND 1 FOOT
 RB1340'SOUTH OF A ROCK CAIRN.  (NOTE 12A)
 RB1340'
 RB1340'DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 58.6 FEET.
 RB1340'
 RB1340'TRIANGULATION STATION PINE MAY BE USED FOR THE AZIMUTH MARK.  SEE
 RB1340'DESCRIPTION THEREOF.
 RB1340
 RB1340                          STATION RECOVERY (1964)
 RB1340
 RB1340'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JCC)
 RB1340'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED.  THIS
 RB1340'STATION WAS PRESUMABLE OCCUPIED BY F. MARTIN IN 1963.  THE 1963
 RB1340'DESCRIPTION WAS NOT AVAILABLE AT THIS WRITING FOR
 RB1340'COMPARISON.  FOLLOWING IS A COMPLETE NEW DESCRIPTION.
 RB1340'
 RB1340'THE STATION IS ABOUT 20 MILES SOUTHEAST OF PENDLETON, 12 MILES
 RB1340'EAST-SOUTH EAST OF PILOT ROCK, ON A BARE, ROCKY KNOLL WHICH IS
 RB1340'THE HIGHEST POINT IN THE IMMEDIATE VICINITY.
 RB1340'
 RB1340'TO REACH THE STATION FROM THE POST OFFICE IN PILOT ROCK, GO
 RB1340'NORTHEAST FOR 0.05 MILE TO U.S. HIGHWAY 395.  TURN RIGHT ON
 RB1340'U.S. HIGHWAY 395 AND GO EASTERLY FOR 0.2 MILE TO A CROSSROAD AT
 RB1340'A CAUTION LIGHT.  TURN RIGHT AND GO EASTERLY ON NORTHEAST 4TH
 RB1340'STREET FOR 0.1 MILE TO A FORK.  BEAR RIGHT AND GO EASTERLY ON
 RB1340'NORTHEAST 4TH STREET FOR 1.8 MILES TO A CROSSROAD.  TURN RIGHT
 RB1340'AND GO SOUTN ON A PAVED ROAD FOR 1.0 MILE TO A SIDE ROAD ON THE
 RB1340'LEFT AT THE END OF THE PAVEMENT.  CONTINUE SOUTH AND EAST ON A
 RB1340'GRADED ROAD FOR 13.4 MILES TO A FORK AT THE SUMMIT OF A RIDGE.
 RB1340'CONTINUE EAST ABOUT 100 YARDS TO A GATE ON THE LEFT.  TURN LEFT,
 RB1340'PASS THROUGH THE GATE AND GO WEST ON A TRACK ROAD FOR 0.7
 RB1340'MILE.  AT THIS POINT TURN LEFT (WEST) AND SELECT WAY ACROSS
 RB1340'ROCKY GROUND FOR 0.2 MILE TO THE HIGHEST POINT AND THE
 RB1340'STATION.
 RB1340'
 RB1340'THE STATION MARK IS A STANDARD DISK, STAMPED BIRCH 1916, CEMENTED
 RB1340'IN A DRILL HOLE IN THE TOP OF A 1-1/2 BY 2 FOOT BOULDER PROJECTING
 RB1340'14 INCHES.  IT IS 4.7 FEET NORTHWEST OF A WITNESS POST.  (NOTE 4)
 RB1340'
 RB1340'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BIRCH NO 1 1916,
 RB1340'CEMENTED IN A DRILL HOLE IN A 2 BY 3 FOOT ROCK OUTCROP PROJECTING
 RB1340'2 INCHES.  IT IS ABOUT 3 FEET LOWER IN ELEVATION THAN THE STATION.
 RB1340'
 RB1340'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BIRCH NO 2 1916,
 RB1340'CEMENTED IN A DRILL HOLE IN A 2 BY 3 FOOT ROCK OUTCROP PROJECTING
 RB1340'3 INCHES.  IT IS ABOUT 1 FOOT LOWER IN ELEVATION THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB1241 ***********************************************************************
 QB1241  DESIGNATION -  BIRCH CREEK
 QB1241  PID         -  QB1241
 QB1241  STATE/COUNTY-  OR/MALHEUR
 QB1241  USGS QUAD   -  HUNTINGTON (1988)
 QB1241
 QB1241                         *CURRENT SURVEY CONTROL
 QB1241  ___________________________________________________________________
 QB1241* NAD 83(1991)-  44 17 05.10784(N)    117 15 39.28787(W)     ADJUSTED  
 QB1241* NAVD 88     -       855.3    (meters)    2806.     (feet)  VERTCON   
 QB1241  ___________________________________________________________________
 QB1241  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 QB1241  GEOID HEIGHT-         -17.30  (meters)                     GEOID03
 QB1241  HORZ ORDER  -  SECOND
 QB1241
 QB1241.The horizontal coordinates were established by classical geodetic methods
 QB1241.and adjusted by the National Geodetic Survey in October 1991.
 QB1241
 QB1241.The NAVD 88 height was computed by applying the VERTCON shift value to
 QB1241.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QB1241
 QB1241.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB1241
 QB1241.The geoid height was determined by GEOID03.
 QB1241
 QB1241;                    North         East     Units Scale Factor Converg.
 QB1241;SPC OR S     -   295,844.921 1,758,506.563   MT  1.00008487   +2 12 57.6
 QB1241;SPC OR S     -   970,619.82  5,769,378.49   iFT  1.00008487   +2 12 57.6
 QB1241;SPC OR N     -    73,866.670 2,758,483.073   MT  1.00001259   +2 17 49.6
 QB1241;SPC OR N     -   242,344.72  9,050,141.32   iFT  1.00001259   +2 17 49.6
 QB1241;SPC ID W     -   291,940.059   679,404.153   MT  1.00011213   -1 03 18.3
 QB1241;SPC ID W     -   957,806.68  2,229,011.79   sFT  1.00011213   -1 03 18.3
 QB1241;UTM  11      - 4,903,533.526   479,181.812   MT  0.99960533   -0 10 55.8
 QB1241
 QB1241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QB1241!SPC OR S     -   0.99986862  x   1.00008487  =   0.99995348
 QB1241!SPC OR N     -   0.99986862  x   1.00001259  =   0.99988121
 QB1241!SPC ID W     -   0.99986862  x   1.00011213  =   0.99998074
 QB1241!UTM  11      -   0.99986862  x   0.99960533  =   0.99947400
 QB1241
 QB1241:                Primary Azimuth Mark                     Grid Az
 QB1241:SPC OR S     -  OLDS FERRY UNION PACIFIC RR TK           081 18 45.5
 QB1241:SPC OR N     -  OLDS FERRY UNION PACIFIC RR TK           081 13 53.5
 QB1241:SPC ID W     -  OLDS FERRY UNION PACIFIC RR TK           084 35 01.4
 QB1241:UTM  11      -  OLDS FERRY UNION PACIFIC RR TK           083 42 38.9
 QB1241
 QB1241|---------------------------------------------------------------------|
 QB1241| PID    Reference Object                     Distance      Geod. Az  |
 QB1241|                                                           dddmmss.s |
 QB1241| QB1224 OLDS FERRY UNION PACIFIC RR TK      APPROX. 4.0 KM 0833143.1 |
 QB1241| CD6874 BIRCH CREEK RM 1                      9.274 METERS 11150     |
 QB1241| CD6875 BIRCH CREEK RM 2                      9.448 METERS 21254     |
 QB1241| CD7318 ARCADIA PP                                         31705     |
 QB1241| CD6873 BIRCH CREEK AZ MK                                  3555052.3 |
 QB1241|---------------------------------------------------------------------|
 QB1241
 QB1241                          SUPERSEDED SURVEY CONTROL
 QB1241
 QB1241  NAD 83(1986)-  44 17 05.10790(N)    117 15 39.28927(W) AD(       ) 2
 QB1241  NAD 27      -  44 17 05.52900(N)    117 15 35.65200(W) AD(       ) 2
 QB1241  NGVD 29 (07/19/86)  854.3    (m)         2803.     (f) VERT ANG    3  
 QB1241
 QB1241.Superseded values are not recommended for survey control.
 QB1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB1241.See file dsdata.txt to determine how the superseded data were derived.
 QB1241
 QB1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK7918203534(NAD 83)
 QB1241_MARKER: Z = SEE DESCRIPTION
 QB1241_SETTING: 0 = UNSPECIFIED SETTING
 QB1241
 QB1241  HISTORY     - Date     Condition        Report By
 QB1241  HISTORY     - 1945     MONUMENTED       CGS
 QB1241
 QB1241                          STATION DESCRIPTION
 QB1241
 QB1241'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (ANS)
 QB1241'THE STATION IS LOCATED ABOUT 15 MILES W BY N OF WEISER, IDAHO,
 QB1241'2.5 MILES SW OF THE MOUTH OF BENSON CREEK AT ITS JUNCTION WITH
 QB1241'THE SNAKE RIVER, 66 FEET S OF A SINGLE FURROW MADE BY A PLOW, AND
 QB1241'44.4 FEET N OF THE CENTER OF A PLOWED FIREBREAK.
 QB1241'
 QB1241'TO REACH FROM THE CENTER OF THE BRIDGE CROSSING THE SNAKE RIVER
 QB1241'AT WEISER, GO S ON U.S. HIGHWAY 30N FOR 2.0 MILES, TURN RIGHT, W,
 QB1241'ONTO U.S. HIGHWAY 30 FOR 15.4 MILES TO THE BAKER-MALHEUR COUNTY
 QB1241'LINE.  CONTINUE STRAIGHT AHEAD, W, ON HIGHWAY 30 FOR 0.4 MILE,
 QB1241'TURN LEFT, S, ONTO A GRADED ROAD AND GO 1.3 MILES TO A POINT ABOUT
 QB1241'300 YARDS NE OF THREE TREES (THE ONLY TREES IN THE VICINITY) AND
 QB1241'THE END OF TRUCK TRAVEL.  FROM HERE PACK S UP THE SLOPE ABOUT
 QB1241'300 YARDS TO THE CREST OF THE FIRST RIDGE.  TURN LEFT, E, AND
 QB1241'FOLLOW THE RIDGE FOR ABOUT 0.75 MILE TO A SMALL BASIN MARKED
 QB1241'BY NUMEROUS POT HOLES.  PACK TO THE S TOWARDS HIGH GROUND ABOUT
 QB1241'0.5 MILE TO THE SUMMIT AND THE STATION.  IN DRY WEATHER IT
 QB1241'WOULD BE POSSIBLE TO DRIVE TO THE STATION BY FOLLOWING A DIM
 QB1241'TRACK ROAD AND NUMEROUS SHEEP TRAILS.
 QB1241'
 QB1241'THE STATION IS A BRONZE STATION DISK BRAZED TO THE TOP OF A 3-INCH
 QB1241'SOIL PIPE PROJECTING 6 INCHES AND IS STAMPED BIRCH CR 1945.
 QB1241'
 QB1241'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK BRAZED TO THE TOP OF
 QB1241'A 3-INCH CAST-IRON SOIL PIPE PROJECTING 6 INCHES AND IS LEVEL WITH
 QB1241'THE STATION.  THE MARK IS LOCATED 47.5 FEET N OF A PLOWED FIREBREAK
 QB1241'AND IS STAMPED BIRCH CR NO 1 1945.
 QB1241'
 QB1241'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK BRAZED TO THE TOP OF
 QB1241'A 3-INCH CAST-IRON SOIL PIPE PROJECTING 6 INCHES AND IS LEVEL WITH
 QB1241'THE STATION.  THE MARK IS LOCATED 10.5 FEET N OF A PLOWED FIREBREAK
 QB1241'AND IS STAMPED BIRCH CR NO 2 1945.
 QB1241'
 QB1241'THE AZIMUTH MARK IS LOCATED ABOUT 0.4 MILE NNW OF THE STATION
 QB1241'AND ON THE CREST OF THE RIDGE.  MARK IS IN RANGE WITH THE STATION
 QB1241'AND A GRADED ROAD LEADING UP A CANYON ABOUT 2 MILES TO THE N.  THE
 QB1241'AZIMUTH MARK IS A BRONZE AZIMUTH DISK BRAZED TO THE TOP OF A
 QB1241'3-INCH CAST-IRON SOIL PIPE PROJECTING 4 INCHES AND IS STAMPED
 QB1241'BIRCH CR 1945.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1750 ***********************************************************************
 QE1750  DESIGNATION -  BISHOP
 QE1750  PID         -  QE1750
 QE1750  STATE/COUNTY-  OR/LINN
 QE1750  USGS QUAD   -  MOHAWK (1988)
 QE1750
 QE1750                         *CURRENT SURVEY CONTROL
 QE1750  ___________________________________________________________________
 QE1750* NAD 83(1991)-  44 13 46.39724(N)    122 57 21.39478(W)     ADJUSTED  
 QE1750* NAVD 88     -       955.1    (meters)    3134.     (feet)  VERTCON   
 QE1750  ___________________________________________________________________
 QE1750  LAPLACE CORR-           2.39  (seconds)                    DEFLEC99
 QE1750  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 QE1750  HORZ ORDER  -  SECOND
 QE1750
 QE1750.The horizontal coordinates were established by classical geodetic methods
 QE1750.and adjusted by the National Geodetic Survey in October 1991.
 QE1750
 QE1750.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE1750.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE1750
 QE1750.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE1750
 QE1750.The geoid height was determined by GEOID03.
 QE1750
 QE1750;                    North         East     Units Scale Factor Converg.
 QE1750;SPC OR N     -    65,533.176 2,303,804.006   MT  1.00002774   -1 44 30.2
 QE1750;SPC OR N     -   215,003.86  7,558,412.09   iFT  1.00002774   -1 44 30.2
 QE1750;SPC OR S     -   287,588.479 1,303,794.312   MT  1.00006646   -1 40 48.8
 QE1750;SPC OR S     -   943,531.76  4,277,540.39   iFT  1.00006646   -1 40 48.8
 QE1750;UTM  10      - 4,897,370.443   503,518.584   MT  0.99960015   +0 01 50.6
 QE1750
 QE1750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE1750!SPC OR N     -   0.99985387  x   1.00002774  =   0.99988161
 QE1750!SPC OR S     -   0.99985387  x   1.00006646  =   0.99992032
 QE1750!UTM  10      -   0.99985387  x   0.99960015  =   0.99945408
 QE1750
 QE1750|---------------------------------------------------------------------|
 QE1750| PID    Reference Object                     Distance      Geod. Az  |
 QE1750|                                                           dddmmss.s |
 QE1750| CD9607 BISHOP RM 1                           8.887 METERS 04314     |
 QE1750| CD9608 BISHOP RM 2                          13.191 METERS 15505     |
 QE1750| QE2126 WARD BUTTE AIRWAY BEACON            APPROX.27.1 KM 3483833.4 |
 QE1750|---------------------------------------------------------------------|
 QE1750
 QE1750                          SUPERSEDED SURVEY CONTROL
 QE1750
 QE1750  NAD 83(1986)-  44 13 46.41356(N)    122 57 21.42069(W) AD(       ) 2
 QE1750  NAD 27      -  44 13 46.96595(N)    122 57 17.11597(W) AD(       ) 2
 QE1750  NGVD 29 (07/19/86)  954.0    (m)         3130.     (f) VERT ANG    3  
 QE1750
 QE1750.Superseded values are not recommended for survey control.
 QE1750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1750.See file dsdata.txt to determine how the superseded data were derived.
 QE1750
 QE1750_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP0351997370(NAD 83)
 QE1750_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QE1750_SETTING: 80 = SET IN A BOULDER
 QE1750_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QE1750
 QE1750  HISTORY     - Date     Condition        Report By
 QE1750  HISTORY     - 1940     MONUMENTED       CGS
 QE1750  HISTORY     - 1953     SEE DESCRIPTION  CGS
 QE1750  HISTORY     - 1969     SEE DESCRIPTION  CGS
 QE1750  HISTORY     - 1970     GOOD             OR-039
 QE1750
 QE1750                          STATION DESCRIPTION
 QE1750
 QE1750'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 QE1750'STATION IS ABOUT 13 MILES EAST OF JUNCTION CITY AND 6 MILES
 QE1750'NORTHWEST OF MARCOLA, ON THE SUMMIT OF A LOGGED-OFF HILL, IN AN
 QE1750'AREA KNOWN AS FISHERS BURN, ON THE FIRST HILL SOUTHWEST OF A
 QE1750'PROMINENT TIMBERED HILL, ABOUT 200 YARDS SOUTHWEST OF AN OLD
 QE1750'LOGGING RAILROAD GRADE AND ABOUT 200 YARDS SOUTHEAST OF ANOTHER
 QE1750'HILL OF ABOUT THE SAME ELEVATION AS THE STATION.  THE STATION IS
 QE1750'SET IN A BOULDER ABOUT 3 INCHES BELOW THE SURFACE OF THE
 QE1750'GROUND, STAMPED BISHOP 1940.  THERE IS A TRIANGULAR BLAZE ON A
 QE1750'4-FOOT STUMP, 14 FEET SOUTH OF THE STATION.  NOTE 4.
 QE1750'
 QE1750'REFERENCE MARK NO.1 IS AT ABOUT THE SAME ELEVATION AS THE
 QE1750'STATION, SET IN A BOULDER ABOUT 1 FOOT SQUARE, PROJECTS 3 INCHES,
 QE1750'AND IS STAMPED BISHOP NO 1 1940.  NOTE 12C.
 QE1750'
 QE1750'REFERENCE MARK NO.2 IS AT ABOUT THE SAME ELEVATION AS THE
 QE1750'STATION, SET IN A BOULDER ABOUT 1 FOOT SQUARE, PROJECTS ABOUT 3
 QE1750'INCHES, AND IS STAMPED BISHOP NO 2 1940.  NOTE 12C.
 QE1750'
 QE1750'TO REACH THE STATION FROM COBURG, GO NORTH ON MAIN-TRAVELED
 QE1750'ROAD 0.5 MILE TO COBURG SCHOOL, TURN RIGHT (EAST) 8.0 MILES TO
 QE1750'ROAD LEADING RIGHT (SOUTH), TURN SOUTH 3.0 MILES TO WOODEN
 QE1750'LOGGING ROAD LEADING SOUTHWEST TO POTTER BROS. SAWMILL, TAKE
 QE1750'LOGGING ROAD 1.0 MILE TO SAWMILL, CONTINUE UP GRADE 5.5 MILES TO
 QE1750'END OF ROAD, PACK WEST THROUGH LOGGED-OFF AREA ABOUT 0.5 MILE TO
 QE1750'AN OLD RAILROAD GRADE, GO WEST AND SOUTH ON OLD RAILROAD GRADE
 QE1750'ABOUT 1.5 MILES, TURN RIGHT (WEST) TO THE SUMMIT OF
 QE1750'LOGGED-OVER HILL AND THE STATION.
 QE1750
 QE1750                          STATION RECOVERY (1953)
 QE1750
 QE1750'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LBO)
 QE1750'ALL MARKS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 QE1750'CONDITION.  A GOOD ROAD, PRIVATE ROAD OF THE FISCHER LUMBER
 QE1750'COMPANY, NOW PASSES WITHIN 1/2 MI. OF THE STATION.
 QE1750'
 QE1750'TO REACH FROM MARCOLA, GO NE ON A SURFACED ROAD (TURNING TO
 QE1750'GRAVEL) FOR 3.45 MI., TAKE THE LEFT FORK (PRIVATE ROAD) FOR 0.75
 QE1750'MI. TO A GATE AND WATCHMANS CABIN ON RIGHT.  PERMISSION REQUIRED
 QE1750'TO USE THE PRIVATE ROAD.  PASS THROUGH THE GATE AND CONTINUE 0.45
 QE1750'MI., KEEP LEFT FORK AND FOLLOW THE MAIN ROAD FOR 7.8 MI. TO THE
 QE1750'END OF TRUCK TRAVEL AT THE POINT WHERE THE ROAD PASSES THROUGH
 QE1750'THE SECOND SADDLE OF THE MAIN RIDGE.  PACK SW ABOUT 1/2 MI. TO
 QE1750'THE STATION.
 QE1750
 QE1750                          STATION RECOVERY (1969)
 QE1750
 QE1750'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 QE1750'THE STATION MARK, STAMPED BISHOP 1940, REFERENCE MARK NO. 1,
 QE1750'STAMPED BISHOP NO 1 1940, AND REFERENCE MARK NO. 2, STAMPED BISHOP
 QE1750'NO 2 1940, WERE RECOVERED IN GOOD CONDITION.  A METAL WITNESS
 QE1750'POST WAS PLACED 4 FEET NORTHWEST OF THE STATION MARK.  A ROCK
 QE1750'CAIRN WAS BUILT 1 FOOT NORTHEAST OF REFERENCE MARK NO. 1.  A ROCK
 QE1750'CAIRN WAS BUILT 1 FOOT SOUTHEAST OF REFERENCE MARK NO. 2.  THE
 QE1750'ORIGINAL TO REACH IS OBSOLETE.  A NEW TO REACH FOLLOWS.
 QE1750'
 QE1750'TO REACH THE STATION FROM THE MARCOLA POST OFFICE GO NORTHEAST
 QE1750'ON MARCOLA ROAD FOR 3.5 MILES TO A MACADAM ROAD LEFT INTO THE
 QE1750'SHOTGUN CREEK ROAD SYSTEM, TURN LEFT AND GO NORTH ON THE MACADAM
 QE1750'ROAD FOR 1.0 MILE TO THE DOLLAR ROAD ON THE LEFT AT A FORK, TAKE
 QE1750'LEFT FORK, DOLLAR ROAD, AND GO NORTH AND WEST FOR 3.7 MILES TO A
 QE1750'FORK, TAKE RIGHT FORK, DOLLAR ROAD, NORTHWEST FOR 0.2 MILE TO
 QE1750'THE LINN-LANE COUNTY LINE, CONTINUE NORTHWEST ON DOLLAR ROAD,
 QE1750'MAIN TRAVELED ROAD, FOR 2.2 MILES TO A FORK AND STOCK PILE,
 QE1750'TAKE THE RIGHT FORK, DOLLAR ROAD, AND CONTINUE WESTERLY FOR
 QE1750'1.2 MILES TO THE INTERSECTION WITH MT. TOM ROAD AT A FORK, AND
 QE1750'THE END OF TRUCK TRAVEL.  PACK SOUTH TO THE FIRST SUMMIT AND
 QE1750'STATION.  LENGTH OF PACK IS 10 MINUTES.
 QE1750'
 QE1750'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QE1750'10 MILES NORTHWEST.
 QE1750
 QE1750                          STATION RECOVERY (1970)
 QE1750
 QE1750'RECOVERY NOTE BY LANE COUNTY OREGON 1970 (FLI)
 QE1750'THE STATION, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 QE1750'RECOVERED AND FOUND IN GOOD CONDITION.  A COMPLETE DESCRIPTION
 QE1750'FOLLOWS--
 QE1750'
 QE1750'THE STATION IS LOCATED ABOUT 7-1/2 MILES NORTHEAST OF COBURG, 5-1/2
 QE1750'MILES NORTHWEST OF MARCOLA, 3/4 MILE NORTH OF THE LINN-LANE COUNTY
 QE1750'LINE ON THE HIGHEST POINT OF A PROMINENT, TIMBERED RIDGE THAT HAS
 QE1750'BEEN LOGGED OFF ON THE TOP.
 QE1750'
 QE1750'TO REACH THE STATION FROM THE POST OFFICE IN MARCOLA, GO
 QE1750'NORTHEAST MARCOLA ROAD FOR 3.5 MILES TO A SIDE ROAD LEFT.  TURN
 QE1750'LEFT AND GO NORTH THE SURFACED ROAD FOR 1.0 MILE TO A Y-FORK.
 QE1750'TAKE THE LEFT FORK AND GO NORTH AND WEST ON DOLLAR ROAD FOR 3.7
 QE1750'MILES TO A Y-FORK.  TAKE THE RIGHT FORK, DOLLAR ROAD, AND GO
 QE1750'NORTHWEST FOR 0.3 MILE TO THE LINN-LANE COUNTY LINE.  CONTINUE
 QE1750'NORTHWEST ON DOLLAR ROAD FOR 2.2 MILES TO A Y-FORK AND A GRAVEL
 QE1750'STOCK PILE IN THE ANGLE OF THE INTERSECTION.  TAKE THE RIGHT
 QE1750'FORK AND GO WESTERLY ON DOLLAR ROAD FOR 1.2 MILES TO A Y-FORK.
 QE1750'TAKE THE LEFT FORK AND GO SOUTH ON DOLLAR ROAD FOR 0.1 MILE TO A
 QE1750'FIR TREE WITH THREE NOTCHES ON THE RIGHT.  CONTINUE SOUTH FOR
 QE1750'0.05 MILE TO A DIM TRAIL ON THE RIGHT AND THE END OF TRUCK
 QE1750'TRAVEL.  PACK WESTERLY ALONG THE DIM TRAIL FOR ABOUT 0.2 MILE TO
 QE1750'THE TOP OF THE RIDGE AND THE STATION.  A 10 MINUTE PACK.
 QE1750'
 QE1750'THE STATION MARK, STAMPED BISHOP 1940, IS A STANDARD DISK CEMENTED
 QE1750'A DRILL HOLE IN A BOULDER THAT IS 2 INCHES BELOW THE SURFACE OF THE
 QE1750'GROUND.  SMALL ROCKS HAVE BEEN PLACED AROUND THE STATION MARK.
 QE1750'
 QE1750'REFERENCE MARK NO. 1, STAMPED BISHOP NO 1 1940, IS A STANDARD
 QE1750'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS FLUSH WITH THE
 QE1750'GROUND.
 QE1750'
 QE1750'REFERENCE MARK NO. 2, STAMPED BISHOP NO 2 1940, IS A STANDARD DISK
 QE1750'CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS FLUSH WITH THE
 QE1750'GROUND.
 QE1750'
 QE1750'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION.
 QE1750'
 QE1750'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5-1/2 MILES
 QE1750'NORTHWEST OF MARCOLA.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2410 ***********************************************************************
 RD2410  DESIGNATION -  BISSELL
 RD2410  PID         -  RD2410
 RD2410  STATE/COUNTY-  OR/CLACKAMAS
 RD2410  USGS QUAD   -  CHERRYVILLE (1997)
 RD2410
 RD2410                         *CURRENT SURVEY CONTROL
 RD2410  ___________________________________________________________________
 RD2410* NAD 83(1991)-  45 17 52.52427(N)    122 10 44.19621(W)     ADJUSTED  
 RD2410* NAVD 88     -       552.7    (meters)    1813.     (feet)  VERTCON   
 RD2410  ___________________________________________________________________
 RD2410  LAPLACE CORR-          10.73  (seconds)                    DEFLEC99
 RD2410  GEOID HEIGHT-         -22.24  (meters)                     GEOID03
 RD2410  HORZ ORDER  -  THIRD
 RD2410
 RD2410.The horizontal coordinates were established by classical geodetic methods
 RD2410.and adjusted by the National Geodetic Survey in October 1991.
 RD2410
 RD2410.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD2410.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD2410
 RD2410.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2410
 RD2410.The geoid height was determined by GEOID03.
 RD2410
 RD2410;                    North         East     Units Scale Factor Converg.
 RD2410;SPC OR N     -   182,635.969 2,368,331.479   MT  0.99989712   -1 11 26.5
 RD2410;SPC OR N     -   599,199.37  7,770,116.40   iFT  0.99989712   -1 11 26.5
 RD2410;UTM  10      - 5,016,374.641   564,375.567   MT  0.99965095   +0 35 01.0
 RD2410
 RD2410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2410!SPC OR N     -   0.99991685  x   0.99989712  =   0.99981397
 RD2410!UTM  10      -   0.99991685  x   0.99965095  =   0.99956782
 RD2410
 RD2410|---------------------------------------------------------------------|
 RD2410| PID    Reference Object                     Distance      Geod. Az  |
 RD2410|                                                           dddmmss.s |
 RD2410| CE2319 BISSELL RM 1                         10.997 METERS 00853     |
 RD2410| RD2412 BISSELL 2                            15.456 METERS 04741     |
 RD2410| RD2411 BISSELL AZ MK                       388.855 METERS 17610     |
 RD2410| CE2320 BISSELL RM 2                         10.434 METERS 26953     |
 RD2410|---------------------------------------------------------------------|
 RD2410
 RD2410                          SUPERSEDED SURVEY CONTROL
 RD2410
 RD2410  NAD 83(1986)-  45 17 52.54690(N)    122 10 44.20750(W) AD(       ) 3
 RD2410  NAD 27      -  45 17 53.12100(N)    122 10 39.91400(W) AD(       ) 3
 RD2410  NGVD 29 (07/19/86)  551.6    (m)         1810.     (f) VERT ANG    3  
 RD2410
 RD2410.Superseded values are not recommended for survey control.
 RD2410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2410.See file dsdata.txt to determine how the superseded data were derived.
 RD2410
 RD2410_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER6437616375(NAD 83)
 RD2410_MARKER: DS = TRIANGULATION STATION DISK
 RD2410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD2410
 RD2410  HISTORY     - Date     Condition        Report By
 RD2410  HISTORY     - 1953     MONUMENTED       CGS
 RD2410  HISTORY     - 1965     SEE DESCRIPTION  CGS
 RD2410
 RD2410                          STATION DESCRIPTION
 RD2410
 RD2410'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 RD2410'THE STATION IS LOCATED 7-1/2 MILES EAST OF THE TOWN OF ESTACADA
 RD2410'AND 5 MILES SOUTH OF THE TOWN OF CHERRYVILLE, ON THE RIGHT-OF-WAY
 RD2410'OF A COUNTY ROAD, IN THE NW 1/4 OF SECTION 22., T. 3S., R. 5E.
 RD2410'
 RD2410'TO REACH THE STATION FROM THE HIGH SCHOOL IN ESTACADA GO EAST ON
 RD2410'A HARD SURFACE ROAD, AS PER SIGN SQUAW MTN., FROM A T-INTERSECTION
 RD2410'AT THE NORTHWEST CORNER OF THE SCHOOL YARD, WHERE STATE HIGHWAY
 RD2410'211 TURNS WEST, FOR 1.7 MILES TO A SIDE ROAD LEFT AND SIGN
 RD2410'GEORGE 3.  TURN LEFT AND GO 1.45 MILES TO A T-INTERSECTION.  TURN
 RD2410'RIGHT AND GO 1.7 MILES TO FORK AFTER CROSSING BRIDGE.  TURN
 RD2410'RIGHT AND FOLLOW MAIN TRAVELED ROAD FOR 5.45 MILES TO
 RD2410'T-INTERSECTION AND AZIMUTH MARK.  CONTINUE STRAIGHT AHEAD,
 RD2410'PASSING FARM HOME ON RIGHT, AND GO 0.25 MILES TO WHERE ROAD
 RD2410'TURNS LEFT AND THE STATION.
 RD2410'
 RD2410'THE STATION MARK, A STANDARD DISK STAMPED BISSELL 1953, IS 39
 RD2410'FEET WEST OF THE CENTER LINE OF A NORTH-SOUTH ROAD, 18 FEET
 RD2410'WEST OF A NORTHEAST FENCE CORNER, 17 FEET SOUTH OF THE CENTER
 RD2410'LINE OF AN EAST-WEST ROAD, AND 2.5 FEET NORTH OF A WIRE
 RD2410'FENCE.  THE MARK IS SET IN A 16-INCH SQUARE CONCRETE BLOCK
 RD2410'WHICH PROJECTS 2 INCHES ABOVE THE GROUND.
 RD2410'
 RD2410'REFERENCE MARK 1, A STANDARD DISK STAMPED BISSELL NO 1 1953,
 RD2410'IS SET IN THE TOP OF A 16-INCH SQUARE CONCRETE BLOCK WHICH
 RD2410'PROJECTS 2 INCHES ABOVE THE GROUND.  THE MARK IS 38.5 FEET NORTH
 RD2410'OF A WIRE FENCE AND 19 FEET NORTH OF THE CENTER LINE OF AN
 RD2410'EAST-WEST ROAD.
 RD2410'
 RD2410'REFERENCE MARK 2, A STANDARD DISK STAMPED BISSELL NO 2 1953,
 RD2410'IS SET IN THE TOP OF A 16-INCH SQUARE CONCRETE BLOCK WHICH PROJECTS
 RD2410'2 INCHES ABOVE THE GROUND.  THE MARK IS 17.5 FEET SOUTH OF THE
 RD2410'CENTER LINE OF AN EAST-WEST ROAD AND 2 FEET NORTH OF A WIRE FENCE.
 RD2410'
 RD2410'THE AZIMUTH MARK, A STANDARD DISK STAMPED BISSELL 1953, IS SET
 RD2410'IN THE TOP OF A 16-INCH CONCRETE BLOCK WHICH PROJECTS 2 INCHES
 RD2410'ABOVE THE GROUND.  THE MARK IS 75 FEET EAST-NORTHEAST OF THE CENTER
 RD2410'OF A T-INTERSECTION, 22 FEET EAST OF A WHITE WITNESS POST, 20.5
 RD2410'FEET EAST OF THE SOUTHWEST FENCE CORNER, AND 0.5 FEET SOUTH OF A
 RD2410'WIRE FENCE.
 RD2410
 RD2410                          STATION RECOVERY (1965)
 RD2410
 RD2410'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (PAS)
 RD2410'THE STATION MARK, STAMPED BISSELL 1953 AND AZIMUTH MARK, STAMPED
 RD2410'BISSELL 1953 WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARK
 RD2410'NO. 1, STAMPED BISSELL NO 1 1953 AND REFERENCE MARK NO. 2,
 RD2410'STAMPED BISSELL NO 2 1953 WERE FOUND UNEARTHED.  THE SURFACE
 RD2410'STATION MARK WAS DESTROYED TO PERMIT ROAD IMPROVEMENT.  THE
 RD2410'UNDERGROUND MARK WAS NOT DISTURBED.  BISSELL 2 WAS
 RD2410'ESTABLISHED.  SEE DESCRIPTION THEREOF.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2412 ***********************************************************************
 RD2412  DESIGNATION -  BISSELL 2
 RD2412  PID         -  RD2412
 RD2412  STATE/COUNTY-  OR/CLACKAMAS
 RD2412  USGS QUAD   -  CHERRYVILLE (1997)
 RD2412
 RD2412                         *CURRENT SURVEY CONTROL
 RD2412  ___________________________________________________________________
 RD2412* NAD 83(1991)-  45 17 52.86133(N)    122 10 43.67169(W)     ADJUSTED  
 RD2412* NAVD 88     -       553.     (meters)    1814.     (feet)  SCALED    
 RD2412  ___________________________________________________________________
 RD2412  LAPLACE CORR-          10.73  (seconds)                    DEFLEC99
 RD2412  GEOID HEIGHT-         -22.24  (meters)                     GEOID03
 RD2412  HORZ ORDER  -  SECOND
 RD2412
 RD2412.The horizontal coordinates were established by classical geodetic methods
 RD2412.and adjusted by the National Geodetic Survey in October 1991.
 RD2412
 RD2412.The orthometric height was scaled from a topographic map.
 RD2412
 RD2412.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2412
 RD2412.The geoid height was determined by GEOID03.
 RD2412
 RD2412;                    North         East     Units Scale Factor Converg.
 RD2412;SPC OR N     -   182,646.134 2,368,343.120   MT  0.99989712   -1 11 26.1
 RD2412;SPC OR N     -   599,232.72  7,770,154.59   iFT  0.99989712   -1 11 26.1
 RD2412;UTM  10      - 5,016,385.159   564,386.884   MT  0.99965097   +0 35 01.4
 RD2412
 RD2412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2412!SPC OR N     -   0.99991678  x   0.99989712  =   0.99981391
 RD2412!UTM  10      -   0.99991678  x   0.99965097  =   0.99956778
 RD2412
 RD2412|---------------------------------------------------------------------|
 RD2412| PID    Reference Object                     Distance      Geod. Az  |
 RD2412|                                                           dddmmss.s |
 RD2412| CE2321 BISSELL 2 RM 3                       11.814 METERS 15249     |
 RD2412| RD2411 BISSELL AZ MK                       398.656 METERS 17754     |
 RD2412| RD2410 BISSELL                              15.456 METERS 22741     |
 RD2412| CE2322 BISSELL 2 RM 4                        9.726 METERS 27252     |
 RD2412|---------------------------------------------------------------------|
 RD2412
 RD2412                          SUPERSEDED SURVEY CONTROL
 RD2412
 RD2412  NAD 83(1986)-  45 17 52.88396(N)    122 10 43.68297(W) AD(       ) 2
 RD2412  NAD 27      -  45 17 53.45800(N)    122 10 39.38959(W) AD(       ) 2
 RD2412
 RD2412.Superseded values are not recommended for survey control.
 RD2412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2412.See file dsdata.txt to determine how the superseded data were derived.
 RD2412
 RD2412_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER6438716385(NAD 83)
 RD2412_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RD2412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD2412
 RD2412  HISTORY     - Date     Condition        Report By
 RD2412  HISTORY     - 1965     MONUMENTED       CGS
 RD2412
 RD2412                          STATION DESCRIPTION
 RD2412
 RD2412'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (PAS)
 RD2412'THE STATION IS 7 MILES EAST AND 1 MILE NORTH OF ESTACADA ON THE
 RD2412'RIGHT-OF-WAY OF CLACKAMAS COUNTY MARKET ROAD 40.
 RD2412'
 RD2412'TO REACH THE STATION FROM THE ESTACADA UNION HIGH SCHOOL GO EAST,
 RD2412'NORTH AND EAST ON CLACKAMAS CO. MKT. RD. 2 FOR 5.2 MILES TO THE
 RD2412'JUNCTION WITH MARKET ROAD 40, JUST AFTER CROSSING THE CONCRETE
 RD2412'BRIDGE OVER EAGLE CREEK, TURN RIGHT AND GO SOUTHEAST AND EAST ON
 RD2412'MARKET ROAD 40 FOR 2.4 MILES TO THE COMMUNITY OF GEORGE, CONTINUE
 RD2412'EAST AND NORTH ON MARKET ROAD 40 FOR 3.7 MILES TO A SIDE ROAD
 RD2412'RIGHT AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTH ON
 RD2412'MARKET ROAD 40 FOR 0.25 MILE TO THE STATION WHERE THE ROAD TURNS
 RD2412'FROM NORTH TO WEST.
 RD2412'
 RD2412'THE STATION MARK, STAMPED BISSELL 2 1965, IS A STANDARD DISK
 RD2412'SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2
 RD2412'INCHES.  IT IS AT THE CENTER OF THE PROLONGATION OF THE CENTER
 RD2412'LINE OF THE NORTH-SOUTH ROAD, 31 FEET NORTHWEST OF A FENCE
 RD2412'CORNER, 16 FEET NORTH OF THE CENTER OF THE EAST-WEST ROAD, 5
 RD2412'FEET SOUTH OF A T FENCE CORNER AND 1 FOOT NORTH OF A METAL
 RD2412'WITNESS POST.
 RD2412'
 RD2412'REFERENCE MARK NO. 3, STAMPED BISSELL 2 NO 3 1965, IS A
 RD2412'STANDARD DISK SET IN A 10-INCH SQUARE MONUMENT THAT PROJECTS 2
 RD2412'INCHES, 38 FEET SOUTH-SOUTHEAST OF THE WITNESS POST, 20 FEET EAST
 RD2412'OF THE CENTER OF THE NORTH-SOUTH ROAD, 11 FEET SOUTH OF A FENCE
 RD2412'CORNER AND 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE.
 RD2412'
 RD2412'REFERENCE MARK NO. 4, STAMPED BISSELL 2 NO 4 1965, IS A
 RD2412'STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT
 RD2412'PROJECTS 1 INCH, 31 FEET WEST OF THE WITNESS POST, 17 FEET
 RD2412'NORTH OF THE CENTER OF THE EAST-WEST ROAD AND 4 FEET SOUTH OF
 RD2412'AN EAST-WEST FENCE LINE.
 RD2412'
 RD2412'DISTANCE BETWEEN R.M. NO. 3 AND R.M. NO. 4 IS 61.33 FEET.
 RD2412'
 RD2412'THE AZIMUTH MARK, STAMPED BISSELL 1953, IS A STANDARD DISK SET
 RD2412'IN A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 1 INCH.  IT
 RD2412'IS 45 FEET EAST OF THE CENTER OF THE NORTH-SOUTH ROAD, 33 FEET
 RD2412'NORTH OF THE CENTER OF THE EAST-WEST ROAD, 21 FEET EAST OF A FENCE
 RD2412'CORNER, 0.5 FOOT SOUTH OF A FENCE AND 0.5 FOOT WEST OF A METAL
 RD2412'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0019 ***********************************************************************
 PA0019  DESIGNATION -  BJ 313
 PA0019  PID         -  PA0019
 PA0019  STATE/COUNTY-  OR/HARNEY
 PA0019  USGS QUAD   -  DREWSEY (1990)
 PA0019
 PA0019                         *CURRENT SURVEY CONTROL
 PA0019  ___________________________________________________________________
 PA0019* NAD 83(1986)-  43 45 18.     (N)    118 24 14.     (W)     SCALED    
 PA0019* NAVD 88     -      1167.222  (meters)    3829.46   (feet)  ADJUSTED  
 PA0019  ___________________________________________________________________
 PA0019  GEOID HEIGHT-         -18.42  (meters)                     GEOID03
 PA0019  DYNAMIC HT  -        1166.716 (meters)    3827.80  (feet)  COMP
 PA0019  MODELED GRAV-     980,145.5   (mgal)                       NAVD 88
 PA0019
 PA0019  VERT ORDER  -  FIRST     CLASS II
 PA0019
 PA0019.The horizontal coordinates were scaled from a topographic map and have
 PA0019.an estimated accuracy of +/- 6 seconds.
 PA0019
 PA0019.The orthometric height was determined by differential leveling
 PA0019.and adjusted in June 1991.
 PA0019
 PA0019.The geoid height was determined by GEOID03.
 PA0019
 PA0019.The dynamic height is computed by dividing the NAVD 88
 PA0019.geopotential number by the normal gravity value computed on the
 PA0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0019.degrees latitude (g = 980.6199 gals.).
 PA0019
 PA0019.The modeled gravity was interpolated from observed gravity values.
 PA0019
 PA0019;                    North         East    Units  Estimated Accuracy
 PA0019;SPC OR S     -   234,100.    1,668,790.      MT  (+/- 180 meters Scaled)
 PA0019
 PA0019                          SUPERSEDED SURVEY CONTROL
 PA0019
 PA0019  NGVD 29 (??/??/92) 1166.096  (m)         3825.77   (f) ADJ UNCH    1 2
 PA0019
 PA0019.Superseded values are not recommended for survey control.
 PA0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0019.See file dsdata.txt to determine how the superseded data were derived.
 PA0019
 PA0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ869456(NAD 83)
 PA0019_MARKER: DD = SURVEY DISK
 PA0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PA0019_STAMPING: BJ 313 1934 33.96 P.O.T.62+69.9
 PA0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0019+STABILITY: SURFACE MOTION
 PA0019
 PA0019  HISTORY     - Date     Condition        Report By
 PA0019  HISTORY     - 1934     MONUMENTED       ORDT
 PA0019  HISTORY     - 1943     GOOD             NGS
 PA0019  HISTORY     - 1968     MARK NOT FOUND   NGS
 PA0019
 PA0019                          STATION DESCRIPTION
 PA0019
 PA0019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PA0019'19.5 MI W FROM JUNTURA.
 PA0019'ALONG U.S. HIGHWAY 20, 19.5 MILES WEST OF JUNTURA AND 38.6 MILES EAST
 PA0019'OF THE POST OFFICE AT BURNS, 29 FEET SOUTHEAST OF THE CENTER LINE OF
 PA0019'HIGHWAY, 10 FEET FROM THE TOP OF A THREE FOOT CUT SLOPE AND 4 FEET
 PA0019'SOUTHEAST OF A REFERENCE POST.
 PA0019
 PA0019                          STATION RECOVERY (1968)
 PA0019
 PA0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 PA0019'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AD9159 ***********************************************************************
 AD9159  SACS        -  This is a Secondary Airport Control Station.
 AD9159  DESIGNATION -  BKE D
 AD9159  PID         -  AD9159
 AD9159  STATE/COUNTY-  OR/BAKER
 AD9159  USGS QUAD   -  BAKER CITY (1994)
 AD9159
 AD9159                         *CURRENT SURVEY CONTROL
 AD9159  ___________________________________________________________________
 AD9159* NAD 83(2007)-  44 50 08.88254(N)    117 48 30.06171(W)     ADJUSTED  
 AD9159* NAVD 88     -      1026.76   (meters)    3368.6    (feet)  GPS OBS   
 AD9159  ___________________________________________________________________
 AD9159  EPOCH DATE  -        2007.00
 AD9159  X           -  -2,113,871.196 (meters)                     COMP
 AD9159  Y           -  -4,007,897.508 (meters)                     COMP
 AD9159  Z           -   4,475,138.837 (meters)                     COMP
 AD9159  LAPLACE CORR-           2.48  (seconds)                    DEFLEC99
 AD9159  ELLIP HEIGHT-        1009.573 (meters)          (02/10/07) ADJUSTED
 AD9159  GEOID HEIGHT-         -17.11  (meters)                     GEOID03
 AD9159
 AD9159  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AD9159  Type    PID    Designation                      North   East  Ellip
 AD9159  -------------------------------------------------------------------
 AD9159  NETWORK AD9159 BKE D                             0.45   0.35   1.06
 AD9159  -------------------------------------------------------------------
 AD9159
 AD9159.This mark is at Baker City Municipal Airport (BKE)
 AD9159
 AD9159.The horizontal coordinates were established by GPS observations
 AD9159.and adjusted by the National Geodetic Survey in February 2007.
 AD9159
 AD9159.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AD9159.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AD9159.The horizontal coordinates are valid at the epoch date displayed above.
 AD9159.The epoch date for horizontal control is a decimal equivalence
 AD9159.of Year/Month/Day.
 AD9159
 AD9159.The orthometric height was determined by GPS observations and a
 AD9159.high-resolution geoid model.
 AD9159
 AD9159.GPS derived orthometric heights for airport stations designated as
 AD9159.PACS or SACS are published to 2 decimal places.  This maintains
 AD9159.centimeter relative accuracy between the PACS and SACS.  It does
 AD9159.not indicate centimeter accuracy relative to other marks which are
 AD9159.part of the NAVD 88 network.
 AD9159
 AD9159.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9159
 AD9159.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9159
 AD9159.The ellipsoidal height was determined by GPS observations
 AD9159.and is referenced to NAD 83.
 AD9159
 AD9159.The geoid height was determined by GEOID03.
 AD9159
 AD9159;                    North         East     Units Scale Factor Converg.
 AD9159;SPC OR N     -   133,460.631 2,712,775.102   MT  0.99991137   +1 54 32.0
 AD9159;SPC OR N     -   437,862.96  8,900,180.78   iFT  0.99991137   +1 54 32.0
 AD9159;UTM  11      - 4,965,027.997   436,107.896   MT  0.99965020   -0 34 11.9
 AD9159
 AD9159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9159!SPC OR N     -   0.99984173  x   0.99991137  =   0.99975312
 AD9159!UTM  11      -   0.99984173  x   0.99965020  =   0.99949199
 AD9159
 AD9159                          SUPERSEDED SURVEY CONTROL
 AD9159
 AD9159  NAD 83(1998)-  44 50 08.88175(N)    117 48 30.06117(W) AD(       ) 1
 AD9159  ELLIP H (07/02/01) 1009.581  (m)                       GP(       ) 3 2
 AD9159  NAD 83(1998)-  44 50 08.88175(N)    117 48 30.06117(W) AD(       ) 1
 AD9159  ELLIP H (07/02/97) 1009.581  (m)                       GP(       ) 3 1
 AD9159
 AD9159.Superseded values are not recommended for survey control.
 AD9159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9159.See file dsdata.txt to determine how the superseded data were derived.
 AD9159
 AD9159_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK3610865028(NAD 83)
 AD9159_MARKER: DD = SURVEY DISK
 AD9159_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AD9159_STAMPING: BKE D 1996
 AD9159_MARK LOGO: NGS   
 AD9159_PROJECTION: FLUSH
 AD9159_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9159+STABILITY: SURFACE MOTION
 AD9159_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9159+SATELLITE: SATELLITE OBSERVATIONS - October 27, 1997
 AD9159_ROD/PIPE-DEPTH: 1.0  meters
 AD9159
 AD9159  HISTORY     - Date     Condition        Report By
 AD9159  HISTORY     - 1996     MONUMENTED       CHANCE
 AD9159  HISTORY     - 19971027 GOOD             NGS
 AD9159
 AD9159                          STATION DESCRIPTION
 AD9159
 AD9159'DESCRIBED BY JE CHANCE AND ASSOCIATES 1996 (SDC)
 AD9159'THE STATION IS LOCATED ABOUT 36 MILES (57.9 KM) SOUTHEAST OF LAGRANDE,
 AD9159'15 MILES (24.1 KM) NORTHWEST OF PLEASANT VALLEY AND 4 MILES (6.4 KM)
 AD9159'NORTH OF BAKER CITY AT THE BAKER CITY MUNICIPAL AIRPORT, TIM COLLINS -
 AD9159'CITY MANAGER, PHONE 541-523-6541  TO REACH THE STATION FROM THE
 AD9159'JUNCTION OF INTERSTATE 84 AND STATE HIGHWAY 86 (EXIT 302 OFF OF I-84)
 AD9159'NORTH OF BAKER CITY, PROCEED EAST ON SH 86 0.15 MILES (0.24 KM) TO
 AD9159'MEDICAL SPRINGS HIGHWAY ON THE LEFT, TURN LEFT AND PROCEED NORTH ON
 AD9159'MEDICAL SPRINGS HIGHWAY 2.05 MILES (3.30 KM) TO SOUTH AIRPORT ROAD ON
 AD9159'THE RIGHT, TURN RIGHT AND PROCEED EAST ON SOUTH AIRPORT RD 0.3 MILES
 AD9159'(0.5 KM) TO AIRPORT ENTRANCE ON THE LEFT, TURN LEFT AND PROCEED NORTH
 AD9159'AND WEST 0.15 MILES (0.24 KM) TO AND OPEN ACCESS GATE NORTH OF THE
 AD9159'BEACON, OBTAIN PERMISSION, PROCEED THROUGH THE GATE AND TURN RIGHT,
 AD9159'PROCEED NORTHEAST ON RAMP AND TAXIWAY 0.1 MILES (0.2 KM) TO THE
 AD9159'STATION ON THE LEFT  THE STATION IS THE CENTER OF A 5 CM SURVEY DISK
 AD9159'SET IN THE TOP OF A 1.0 M (3.3 FT) LONG FENO PIPE, RECESSED 10 CM
 AD9159'BELOW THE GROUND LEVEL AND ENCASED IN A 12.7 CM DIA PVC PIPE WITH AN
 AD9159'NGS LOGO CAP SURROUNDED BY CONCRETE.  THE LOGO CAP AND CONCRETE ARE
 AD9159'SET FLUSH WITH THE GROUND.  THREE CIRCULAR ANCHOR PRONGS EXTEND FROM
 AD9159'THE BOTTOM OF THE PIPE.  THE STATION IS LOCATED 60.9 M (199.8 FT)
 AD9159'SOUTHWEST OF A RECTANGULAR DRAIN INLET, 46.4 M (152.2 FT) SOUTHEAST OF
 AD9159'THE SOUTH EDGE OF RUNWAY 8-26, 19.3 M (63.3 FT) NORTHWEST OF THE
 AD9159'TAXIWAY WHICH RUNS SOUTHWEST TO NORTHEAST, 42.6 M (139.8 FT) SOUTHWEST
 AD9159'OF THE CENTERLINE OF THE TAXIWAY WHICH RUNS PARALLEL TO RUNWAY 12-30,
 AD9159'49.45 M (162.24 FT) SOUTHWEST OF THE CENTERLINE-CENTERLINE
 AD9159'INTERSECTION OF THE TWO TAXIWAYS AND 0.5 M (1.6 FT) SOUTH OF A
 AD9159'CARSONITE WITNESS POST  THE STATION IS DESIGNATED AS A SECONDARY
 AD9159'AIRPORT CONTROL STATION (SACS) - OREGON ANA SURVEYS 1996
 AD9159
 AD9159                          STATION RECOVERY (1997)
 AD9159
 AD9159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AD9159'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AD9160 ***********************************************************************
 AD9160  SACS        -  This is a Secondary Airport Control Station.
 AD9160  DESIGNATION -  BKE E
 AD9160  PID         -  AD9160
 AD9160  STATE/COUNTY-  OR/BAKER
 AD9160  USGS QUAD   -  BAKER CITY (1994)
 AD9160
 AD9160                         *CURRENT SURVEY CONTROL
 AD9160  ___________________________________________________________________
 AD9160* NAD 83(2007)-  44 50 36.02130(N)    117 48 49.36653(W)     ADJUSTED  
 AD9160* NAVD 88     -      1025.34   (meters)    3364.0    (feet)  GPS OBS   
 AD9160  ___________________________________________________________________
 AD9160  EPOCH DATE  -        2007.00
 AD9160  X           -  -2,113,970.156 (meters)                     COMP
 AD9160  Y           -  -4,007,176.207 (meters)                     COMP
 AD9160  Z           -   4,475,731.966 (meters)                     COMP
 AD9160  LAPLACE CORR-           2.34  (seconds)                    DEFLEC99
 AD9160  ELLIP HEIGHT-        1008.157 (meters)          (02/10/07) ADJUSTED
 AD9160  GEOID HEIGHT-         -17.11  (meters)                     GEOID03
 AD9160
 AD9160  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AD9160  Type    PID    Designation                      North   East  Ellip
 AD9160  -------------------------------------------------------------------
 AD9160  NETWORK AD9160 BKE E                             0.47   0.35   1.06
 AD9160  -------------------------------------------------------------------
 AD9160
 AD9160.This mark is at Baker City Municipal Airport (BKE)
 AD9160
 AD9160.The horizontal coordinates were established by GPS observations
 AD9160.and adjusted by the National Geodetic Survey in February 2007.
 AD9160
 AD9160.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AD9160.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AD9160.The horizontal coordinates are valid at the epoch date displayed above.
 AD9160.The epoch date for horizontal control is a decimal equivalence
 AD9160.of Year/Month/Day.
 AD9160
 AD9160.The orthometric height was determined by GPS observations and a
 AD9160.high-resolution geoid model.
 AD9160
 AD9160.GPS derived orthometric heights for airport stations designated as
 AD9160.PACS or SACS are published to 2 decimal places.  This maintains
 AD9160.centimeter relative accuracy between the PACS and SACS.  It does
 AD9160.not indicate centimeter accuracy relative to other marks which are
 AD9160.part of the NAVD 88 network.
 AD9160
 AD9160.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9160
 AD9160.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9160
 AD9160.The ellipsoidal height was determined by GPS observations
 AD9160.and is referenced to NAD 83.
 AD9160
 AD9160.The geoid height was determined by GEOID03.
 AD9160
 AD9160;                    North         East     Units Scale Factor Converg.
 AD9160;SPC OR N     -   134,283.733 2,712,323.509   MT  0.99991062   +1 54 18.3
 AD9160;SPC OR N     -   440,563.43  8,898,699.18   iFT  0.99991062   +1 54 18.3
 AD9160;UTM  11      - 4,965,869.641   435,692.434   MT  0.99965085   -0 34 25.8
 AD9160
 AD9160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9160!SPC OR N     -   0.99984196  x   0.99991062  =   0.99975259
 AD9160!UTM  11      -   0.99984196  x   0.99965085  =   0.99949286
 AD9160
 AD9160                          SUPERSEDED SURVEY CONTROL
 AD9160
 AD9160  NAD 83(1998)-  44 50 36.02052(N)    117 48 49.36599(W) AD(       ) 1
 AD9160  ELLIP H (07/02/01) 1008.165  (m)                       GP(       ) 3 2
 AD9160  NAD 83(1998)-  44 50 36.02052(N)    117 48 49.36599(W) AD(       ) 1
 AD9160  ELLIP H (07/02/97) 1008.165  (m)                       GP(       ) 3 1
 AD9160
 AD9160.Superseded values are not recommended for survey control.
 AD9160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9160.See file dsdata.txt to determine how the superseded data were derived.
 AD9160
 AD9160_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK3569265870(NAD 83)
 AD9160_MARKER: DD = SURVEY DISK
 AD9160_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AD9160_STAMPING: BKE E 1996
 AD9160_MARK LOGO: NGS   
 AD9160_PROJECTION: FLUSH
 AD9160_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9160+STABILITY: SURFACE MOTION
 AD9160_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9160+SATELLITE: SATELLITE OBSERVATIONS - October 27, 1997
 AD9160_ROD/PIPE-DEPTH: 1.0  meters
 AD9160
 AD9160  HISTORY     - Date     Condition        Report By
 AD9160  HISTORY     - 1996     MONUMENTED       CHANCE
 AD9160  HISTORY     - 19971027 GOOD             NGS
 AD9160
 AD9160                          STATION DESCRIPTION
 AD9160
 AD9160'DESCRIBED BY JE CHANCE AND ASSOCIATES 1996 (SDC)
 AD9160'THE STATION IS LOCATED ABOUT 36 MILES (57.9 KM) SOUTHEAST OF LAGRANDE,
 AD9160'15 MILES (24.1 KM) NORTHWEST OF PLEASANT VALLEY AND 4 MILES (6.4 KM)
 AD9160'NORTH OF BAKER CITY AT THE BAKER CITY MUNICIPAL AIRPORT, TIM COLLINS -
 AD9160'CITY MANAGER, PHONE 541-523-6541  TO REACH THE STATION FROM THE
 AD9160'JUNCTION OF INTERSTATE 84 AND STATE HIGHWAY 86 (EXIT 302 OFF OF I-84)
 AD9160'NORTH OF BAKER CITY, PROCEED EAST ON SH 86 0.15 MILES (0.24 KM) TO
 AD9160'MEDICAL SPRINGS HIGHWAY ON THE LEFT, TURN LEFT AND PROCEED NORTH ON
 AD9160'MEDICAL SPRINGS HIGHWAY 2.05 MILES (3.30 KM) TO SOUTH AIRPORT ROAD ON
 AD9160'THE RIGHT, TURN RIGHT AND PROCEED EAST ON SOUTH AIRPORT RD 0.3 MILES
 AD9160'(0.5 KM) TO AIRPORT ENTRANCE ON THE LEFT, TURN LEFT AND PROCEED NORTH
 AD9160'AND WEST 0.15 MILES (0.24 KM) TO AND OPEN ACCESS GATE NORTH OF THE
 AD9160'BEACON, OBTAIN PERMISSION, PROCEED THROUGH THE GATE AND TURN RIGHT,
 AD9160'PROCEED NORTHEAST ON RAMP AND TAXIWAY 0.1 MILES (0.2 KM) TO THE
 AD9160'INTERSECTION WITH NORTHWEST TO SOUTHEAST TAXIWAY PARALLELING RUNWAY
 AD9160'12-30, TURN LEFT AND PROCEED NORTHWEST ON TAXIWAY ACROSS RUNWAY 8-26
 AD9160'AND RUNWAY 16-34 0.6 MILES (1.0 KM) TO THE JUNCTION OF THE TAXIWAY AND
 AD9160'RUNWAY 12-30, BEAR LEFT AND PROCEED NORTERLY 0.05 MILES (0.08 KM)
 AD9160'ACROSS THE OVERRUN AREA TO AN ABANDONED RUN-UP AREA AND THE STATION ON
 AD9160'THE RIGHT BETWEEN THE RUN UP AREA AND THE WESTERN EDGE OF RUNWAY 16
 AD9160'THE STATION IS THE CENTER OF A 5 CM SURVEY DISK SET IN THE TOP OF A
 AD9160'1.0 M (3.3 FT) LONG FENO PIPE, RECESSED 10 CM BELOW THE GROUND LEVEL
 AD9160'AND ENCASED IN A 12.7 CM DIA PVC PIPE WITH AN NGS LOGO CAP SURROUNDED
 AD9160'BY CONCRETE.  THE LOGO CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND.
 AD9160'THREE CIRCULAR ANCHOR PRONGS EXTEND FROM THE BOTTOM OF THE PIPE.  THE
 AD9160'STATION IS LOCATED 55.3 M (181.4 FT) NORTHEAST OF THE CENTERLINE OF
 AD9160'THE OVERRUN AREA OF RUNWAY 12-30, 113.7 M (373.0 FT) NORTHWEST OF THE
 AD9160'NORTHEASTERNMOST THRESHOLD LIGHT FOR RUNWAY 12-30, 71.4 M (234.3 FT)
 AD9160'EAST OF A ROUND DRAIN INLET AT THE NORTHERN END OF THE OVERRUN AREA,
 AD9160'23.65 M (77.59 FT) EAST OF A DRAIN INLET ON THE EDGE OF THE RUN-UP
 AD9160'AREA, 52.6 M (172.6 FT) WEST OF A DRAIN INLET ON THE WESTERN EDGE OF
 AD9160'RUNWAY 16-34 AND 0.5 M (1.6 FT) SOUTH OF A CARSONITE WITNESS POST  THE
 AD9160'STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION (SACS) -
 AD9160'OREGON ANA SURVEYS 1996
 AD9160
 AD9160                          STATION RECOVERY (1997)
 AD9160
 AD9160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AD9160'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0014 ***********************************************************************
 PA0014  DESIGNATION -  BL 313
 PA0014  PID         -  PA0014
 PA0014  STATE/COUNTY-  OR/HARNEY
 PA0014  USGS QUAD   -  DREWSEY (1990)
 PA0014
 PA0014                         *CURRENT SURVEY CONTROL
 PA0014  ___________________________________________________________________
 PA0014* NAD 83(1986)-  43 45 11.     (N)    118 25 35.     (W)     SCALED    
 PA0014* NAVD 88     -      1127.055  (meters)    3697.68   (feet)  ADJUSTED  
 PA0014  ___________________________________________________________________
 PA0014  GEOID HEIGHT-         -18.43  (meters)                     GEOID03
 PA0014  DYNAMIC HT  -        1126.569 (meters)    3696.09  (feet)  COMP
 PA0014  MODELED GRAV-     980,149.4   (mgal)                       NAVD 88
 PA0014
 PA0014  VERT ORDER  -  FIRST     CLASS II
 PA0014
 PA0014.The horizontal coordinates were scaled from a topographic map and have
 PA0014.an estimated accuracy of +/- 6 seconds.
 PA0014
 PA0014.The orthometric height was determined by differential leveling
 PA0014.and adjusted in June 1991.
 PA0014
 PA0014.The geoid height was determined by GEOID03.
 PA0014
 PA0014.The dynamic height is computed by dividing the NAVD 88
 PA0014.geopotential number by the normal gravity value computed on the
 PA0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0014.degrees latitude (g = 980.6199 gals.).
 PA0014
 PA0014.The modeled gravity was interpolated from observed gravity values.
 PA0014
 PA0014;                    North         East    Units  Estimated Accuracy
 PA0014;SPC OR S     -   233,830.    1,666,980.      MT  (+/- 180 meters Scaled)
 PA0014
 PA0014                          SUPERSEDED SURVEY CONTROL
 PA0014
 PA0014  NGVD 29 (??/??/92) 1125.930  (m)         3693.99   (f) ADJ UNCH    1 2
 PA0014
 PA0014.Superseded values are not recommended for survey control.
 PA0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0014.See file dsdata.txt to determine how the superseded data were derived.
 PA0014
 PA0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ851454(NAD 83)
 PA0014_MARKER: DD = SURVEY DISK
 PA0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PA0014_STAMPING: SEE TEXT
 PA0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0014+STABILITY: SURFACE MOTION
 PA0014
 PA0014  HISTORY     - Date     Condition        Report By
 PA0014  HISTORY     - 1934     MONUMENTED       ORDT
 PA0014  HISTORY     - 1943     GOOD             NGS
 PA0014
 PA0014                          STATION DESCRIPTION
 PA0014
 PA0014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PA0014'20.6 MI W FROM JUNTURA.
 PA0014'ALONG U.S. HIGHWAY 20, 20.6 MILES WEST OF JUNTURA AND 37.5 MILES EAST
 PA0014'FROM THE POST OFFICE AT BURNS, 97 FEET NORTH OF THE HIGHWAY CENTER
 PA0014'LINE, ON THE SOUTH SIDE OF A SMALL RIDGE AND 2 FEET SOUTH OF A
 PA0014'REFERENCE POST.  STAMPED BL 313 1934 97.4 P.O.T.O PLUS 00 AH.625 PLUS
 PA0014'31.7 BK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0832 ***********************************************************************
 PC0832  DESIGNATION -  BLACK
 PC0832  PID         -  PC0832
 PC0832  STATE/COUNTY-  OR/DOUGLAS
 PC0832  USGS QUAD   -  FISH CREEK DESERT (1997)
 PC0832
 PC0832                         *CURRENT SURVEY CONTROL
 PC0832  ___________________________________________________________________
 PC0832* NAD 83(1991)-  43 09 35.89471(N)    122 27 51.22470(W)     ADJUSTED  
 PC0832* NAVD 88     -      1875.3    (meters)    6153.     (feet)  VERTCON   
 PC0832  ___________________________________________________________________
 PC0832  LAPLACE CORR-          10.54  (seconds)                    DEFLEC99
 PC0832  GEOID HEIGHT-         -22.49  (meters)                     GEOID03
 PC0832  HORZ ORDER  -  FIRST
 PC0832
 PC0832.The horizontal coordinates were established by classical geodetic methods
 PC0832.and adjusted by the National Geodetic Survey in October 1991.
 PC0832
 PC0832.The NAVD 88 height was computed by applying the VERTCON shift value to
 PC0832.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PC0832
 PC0832.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC0832
 PC0832.The geoid height was determined by GEOID03.
 PC0832
 PC0832;                    North         East     Units Scale Factor Converg.
 PC0832;SPC OR S     -   167,752.734 1,340,282.473   MT  0.99989462   -1 20 37.8
 PC0832;SPC OR S     -   550,369.86  4,397,252.21   iFT  0.99989462   -1 20 37.8
 PC0832;UTM  10      - 4,778,718.830   543,556.385   MT  0.99962334   +0 21 59.4
 PC0832
 PC0832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC0832!SPC OR S     -   0.99970952  x   0.99989462  =   0.99960417
 PC0832!UTM  10      -   0.99970952  x   0.99962334  =   0.99933297
 PC0832
 PC0832|---------------------------------------------------------------------|
 PC0832| PID    Reference Object                     Distance      Geod. Az  |
 PC0832|                                                           dddmmss.s |
 PC0832| PC0834 BLACK ECC                             3.414 METERS 07351     |
 PC0832| CD9073 BLACK RM 1                            6.465 METERS 11744     |
 PC0832| CD9074 BLACK RM 2                           13.777 METERS 18455     |
 PC0832| CD8543 FRENCH                                             3285046.0 |
 PC0832|---------------------------------------------------------------------|
 PC0832
 PC0832                          SUPERSEDED SURVEY CONTROL
 PC0832
 PC0832  NAD 83(1986)-  43 09 35.89558(N)    122 27 51.24047(W) AD(       ) 1
 PC0832  NAD 27      -  43 09 36.45900(N)    122 27 47.08700(W) AD(       ) 1
 PC0832  NGVD 29 (07/19/86) 1874.1    (m)         6149.     (f) VERT ANG    3  
 PC0832
 PC0832.Superseded values are not recommended for survey control.
 PC0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0832.See file dsdata.txt to determine how the superseded data were derived.
 PC0832
 PC0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN4355678719(NAD 83)
 PC0832_MARKER: Z = SEE DESCRIPTION
 PC0832_SETTING: 80 = SET IN A BOULDER
 PC0832_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 PC0832
 PC0832  HISTORY     - Date     Condition        Report By
 PC0832  HISTORY     - 1904     MONUMENTED       CGS
 PC0832  HISTORY     - 1935     SEE DESCRIPTION  USFS
 PC0832  HISTORY     - 1938     SEE DESCRIPTION  CGS
 PC0832  HISTORY     - 1970     GOOD             OR-019
 PC0832
 PC0832                          STATION DESCRIPTION
 PC0832
 PC0832'DESCRIBED BY COAST AND GEODETIC SURVEY 1904 (OBF)
 PC0832'NEAR THE NE CORNER OF THE HIGHEST PART OF THE SUMMIT OF BLACK
 PC0832'ROCK, A HIGH, PROMINENT, ROCKY PEAK ABOUT 40 MILES IN A DIRECT
 PC0832'LINE E OF ROSEBURG AND N AND NW OF SOME NEARBY HIGHER WOODED
 PC0832'PEAKS.  THE STATION IS MARKED BY A 3/8-INCH COPPER BOLT 3 INCHES
 PC0832'LONG CEMENTED INTO A DRILL HOLE IN THE ROCK, AND DIRECTLY ABOVE
 PC0832'THE BOLT IN THE SAME DRILL HOLE AN OLD-TYPE BRONZE TABLET.  A
 PC0832'CROSS IN THE TOP OF THE COPPER BOLT AND ANOTHER IN THE POLISHED
 PC0832'CENTER OF THE DISK MARK THE STATION.  TWO REFERENCE MARKS,
 PC0832'EACH CONSISTING OF A DRILL OR PUNCH HOLE IN THE TOP OF A
 PC0832'3/8-INCH COPPER BOLT 3 INCHES LONG, WHICH IS LEADED OR
 PC0832'CEMENTED INTO A DRILL HOLE IN A ROCK WITH THE TOP OF THE
 PC0832'BOLT FLUSH WITH THE SURFACE, ARE, RESPECTIVELY, 13.78
 PC0832'METERS (45.2 FEET) FROM THE STATION IN AZIMUTH 4 DEG 55 MIN
 PC0832'AND 6.47 METERS (21.2 FEET) IN AZIMUTH 297 DEG 45 MIN.
 PC0832
 PC0832                          STATION RECOVERY (1935)
 PC0832
 PC0832'RECOVERY NOTE BY US FOREST SERVICE 1935 (NS)
 PC0832'DESCRIPTION ABOVE IS SATISFACTORY AS FAR AS IT GOES.
 PC0832'
 PC0832'SECURE DIRECTIONS FROM U.S.F.S. TO BIG CAMAS RANGER STATION,
 PC0832'FROM WHICH POINT IT IS A 7-MILE PACK TO THE S.  IN 1931 THE
 PC0832'U.S.G.S. DETERMINED THE POSITION OF THE BLACK ROCK LOOKOUT
 PC0832'HOUSE, SITTING ON THE GROUND, 4.51 METERS (14.8 FEET) S IN
 PC0832'AZIMUTH 340 DEG 14 MIN.  IN 1935 U.S.F.S. REPORTED THE DISTANCE
 PC0832'TO BE 4.57 METERS, BUT 4.51 METERS IS PROBABLY THE BETTER OF THE
 PC0832'TWO.
 PC0832
 PC0832                          STATION RECOVERY (1938)
 PC0832
 PC0832'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (ACT)
 PC0832'STATION IS LOCATED ON BLACK ROCK (MOUNTAIN) IN THE UMPQUA
 PC0832'NATIONAL FOREST, ABOUT 4-1/2 MILES AIR LINE DUE S OF BIG CAMAS
 PC0832'RANGER STATION.
 PC0832'
 PC0832'STATION MARK IS AN OLD TYPE DISK SET IN A LARGE BOULDER JUST
 PC0832'E OF STAIRS LEADING TO NEW LOOKOUT HOUSE.  DISK IS STAMPED AS
 PC0832'FOLLOWS--U.S.C. AND G.S. V.A. 6164.
 PC0832'
 PC0832'STATION IS REACHED FROM CHEMULT ON U.S. HIGHWAY 97 BY GOING
 PC0832'S 10 MILES TO JUNCTION WITH STATE HIGHWAY 230.  TURN LEFT ON
 PC0832'STATE HIGHWAY 230 AND GO W FOR 15.0 MILES TO FORK.  KEEP RIGHT FORK
 PC0832'ON STATE HIGHWAY 230 FOR 3.5 MILES TO FORK.  THENCE RIGHT FORK,
 PC0832'GRAVEL ROAD N 0.35 MILE TO SMALL STORE SE OF DIAMOND LAKE.
 PC0832'CONTINUE N ON E SIDE OF LAKE 3.0 MILES TO DIAMOND LAKE LODGE.
 PC0832'CONTINUE N ON CRESCENT LAKE ROAD 6.0 MILES TO FORK AT SIGN,
 PC0832'BIG CAMAS R.S. 20 AND ANOTHER SIGN STATING THAT ROAD
 PC0832'TERMINATES AT BIG CAMAS R.S., 19 MILES DISTANT.  TAKE LEFT,
 PC0832'STRAIGHT AHEAD FORK, AND FOLLOW W 18.0 MILES TO A TRAIL
 PC0832'TURNING SHARPLY TO LEFT, S, 0.15 MILE BEFORE REACHING BIG
 PC0832'CAMAS DISTRICT RANGER STATION.  TURN S ON THIS TRAIL
 PC0832'AND FOLLOW 0.25 MILE TO ITS END AT EVA CREEK AND END OF
 PC0832'TRUCK TRAVEL.  FOLLOW WELL-GRADED TRAIL ADJACENT TO THE
 PC0832'PHONE LINE FOR 7 MILES TO A CAMPING PLACE AT SPRING IN A
 PC0832'SADDLE, THENCE TURN LEFT NW FOLLOWING SIGN TO LOOKOUT
 PC0832'TOWER, ABOUT 1/2 MILE TO SUMMIT AND STATION.
 PC0832'
 PC0832'PACK ANIMALS CAN BE OBTAINED FROM THE BIG CAMAS RANGER
 PC0832'STATION.  4-HOUR PACK.
 PC0832
 PC0832                          STATION RECOVERY (1970)
 PC0832
 PC0832'RECOVERY NOTE BY DOUGLAS COUNTY OREGON 1970 (FLI)
 PC0832'STATION IS LOCATED ON BLACK ROCK MOUNTAIN IN THE UMPQUA NATIONAL
 PC0832'FOREST, ABOUT 4-1/2 MILES AIR LINE DUE SOUTH OF BIG CAMAS RANGER
 PC0832'STATION.
 PC0832'
 PC0832'TO REACH THE STATION FROM BIG CAMAS RANGER STATION, GO WESTERLY (RD.
 PC0832'NO. 2600) 1.7 MILES TO INTERSECTION.  GO LEFT 5.5 MILES TO
 PC0832'INTERSECTION.  (STATION FRENCH USED AS AZIMUTH MARK ON RIGHT.) GO
 PC0832'LEFT 2.5 MILES TO BLACK ROCK TRAIL.  (FROM THIS POINT FOUR-WHEEL
 PC0832'DRIVE MAY BE USED.) GO UP TRAIL TO BASE OF ROCK.  10 MINUTE PACK TO
 PC0832'TOP OF HILL AND OLD LOOKOUT TOWER SITE AND STATION.
 PC0832'
 PC0832'STATION MARK IS AN OLD TYPE DISK SET IN A LARGE BOULDER JUST EAST OF
 PC0832'THE STAIRS LEADING TO THE NEW LOOKOUT HOUSE.  DISK IS STAMPED AS
 PC0832'FOLLOWS--USC AND GS VA 6164.
 PC0832'
 PC0832'BLACK ECCENTRIC, STAMPED BLACK ECC 1938, IS A STANDARD DISK SET IN A
 PC0832'LARGE BOULDER.  IT IS 11 FEET NORTHEAST OF BLACK 1904.
 PC0832'
 PC0832'REFERENCE MARK 1 IS A 3/8 INCH CENTER-PUNCHED COPPER BOLT CEMENTED IN
 PC0832'A DRILL HOLE IN A ROCK WITH THE TOP OF THE BOLT FLUSH WITH THE
 PC0832'SURFACE.  IT IS 21 FEET SOUTHEAST OF BLACK 1904.
 PC0832'
 PC0832'REFERENCE MARK 2 IS A 3/8 INCH CENTER-PUNCHED COPPER BOLT WHICH IS
 PC0832'CEMENTED IN A DRILL HOLE IN A ROCK WITH THE TOP OF THE BOLT FLUSH
 PC0832'WITH THE SURFACE.  IT IS 45 FEET SOUTHWEST OF BLACK 1904.
 PC0832'
 PC0832'THE AZIMUTH MARK, STAMPED FRENCH 1970 DC, IS A STANDARD DOUGLAS
 PC0832'COUNTY BRASS CAP SET IN A ROCK OUTCROPPING PROJECTING 2 INCHES ABOVE
 PC0832'THE GROUND.  IT IS APPROXIMATELY 30 FEET WEST OF THE EDGE OF THE
 PC0832'TRAVELED INTERSECTION OF FRENCH JUNCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH1438 ***********************************************************************
 OH1438  DESIGNATION -  BLACK
 OH1438  PID         -  OH1438
 OH1438  STATE/COUNTY-  OR/MALHEUR
 OH1438  USGS QUAD   -  JONESBORO (1990)
 OH1438
 OH1438                         *CURRENT SURVEY CONTROL
 OH1438  ___________________________________________________________________
 OH1438* NAD 83(1991)-  43 47 58.37240(N)    117 53 00.40048(W)     ADJUSTED  
 OH1438* NAVD 88     -       908.5    (meters)    2981.     (feet)  VERTCON   
 OH1438  ___________________________________________________________________
 OH1438  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 OH1438  GEOID HEIGHT-         -18.01  (meters)                     GEOID03
 OH1438  HORZ ORDER  -  SECOND
 OH1438
 OH1438.The horizontal coordinates were established by classical geodetic methods
 OH1438.and adjusted by the National Geodetic Survey in October 1991.
 OH1438
 OH1438.The NAVD 88 height was computed by applying the VERTCON shift value to
 OH1438.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OH1438
 OH1438.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1438
 OH1438.The geoid height was determined by GEOID03.
 OH1438
 OH1438;                    North         East     Units Scale Factor Converg.
 OH1438;SPC OR S     -   240,220.938 1,710,525.539   MT  0.99995524   +1 47 24.4
 OH1438;SPC OR S     -   788,126.44  5,611,960.43   iFT  0.99995524   +1 47 24.4
 OH1438;UTM  11      - 4,849,988.693   428,932.464   MT  0.99966212   -0 36 41.4
 OH1438
 OH1438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1438!SPC OR S     -   0.99986038  x   0.99995524  =   0.99981563
 OH1438!UTM  11      -   0.99986038  x   0.99966212  =   0.99952255
 OH1438
 OH1438:                Primary Azimuth Mark                     Grid Az
 OH1438:SPC OR S     -  CALF                                     268 37 54.3
 OH1438:UTM  11      -  CALF                                     271 02 00.1
 OH1438
 OH1438|---------------------------------------------------------------------|
 OH1438| PID    Reference Object                     Distance      Geod. Az  |
 OH1438|                                                           dddmmss.s |
 OH1438| OH1440 CALF                                APPROX. 6.8 KM 2702518.7 |
 OH1438|---------------------------------------------------------------------|
 OH1438
 OH1438                          SUPERSEDED SURVEY CONTROL
 OH1438
 OH1438  NAD 83(1986)-  43 47 58.37056(N)    117 53 00.39160(W) AD(       ) 2
 OH1438  NGVD 29 (01/12/90)  907.4    (m)         2977.     (f) VERT ANG    3  
 OH1438
 OH1438.Superseded values are not recommended for survey control.
 OH1438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1438.See file dsdata.txt to determine how the superseded data were derived.
 OH1438
 OH1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ2893249989(NAD 83)
 OH1438_MARKER: DS = TRIANGULATION STATION DISK
 OH1438_SETTING: 80 = SET IN A BOULDER
 OH1438_SP_SET: SET IN DRILL HOLE IN A BOULDER
 OH1438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH1438+STABILITY: SURFACE MOTION
 OH1438
 OH1438  HISTORY     - Date     Condition        Report By
 OH1438  HISTORY     - 1973     MONUMENTED       USGS
 OH1438
 OH1438                          STATION DESCRIPTION
 OH1438
 OH1438'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 OH1438'LOCATED ABOUT 10.7 MI ENE. OF JUNTURA, 1.6 MI ENE. OF JONESBORO.
 OH1438'NEAR ENTRANCE TO BLACK CANYON.
 OH1438'
 OH1438'TO REACH FROM JUNTURA, DRIVE 11.5 MI E. ON U.S. HWY. 20 TO DIRT
 OH1438'RD. LEADING N.  TURN LEFT, GO THROUGH GATE, CROSS RR. TRACKS AND
 OH1438'THROUGH ANOTHER GATE.  CONTINUE ALONG DIRT RD. 0.2 MI.  MAKE HARD
 OH1438'LEFT TURN FOLLOWING SWITCHBACK TO JEEP TRAIL (4-WHEEL DRIVE) THAT
 OH1438'LEADS TO TOP OF SMALL ELONGATED HILL.  CONTINUE DRIVING
 OH1438'CROSS-COUNTRY AFTER TRAIL FADES NE. ALONG SPINE OF RIDGE TO
 OH1438'NORTHEAST END OF HILL AND STATION.
 OH1438'
 OH1438'STATION MARK--STANDARD TABLET STAMPED---BLACK 1973---, CRIMPED ON
 OH1438'TOP OF COPPERWELD ROD CEMENTED IN ROCK.
 OH1438'
 OH1438'RM 1--STANDARD RM TABLET STAMPED---BLACK 1973 1---, CRIMPED ON TOP
 OH1438'OF COPPERWELD ROD CEMENTED IN ROCK LEVEL WITH STATION.
 OH1438'
 OH1438'RM 2--STANDARD RM TABLET STAMPED---BLACK 1973 2---, CRIMPED ON TOP
 OH1438'OF COPPERWELD ROD CEMENTED IN ROCK 1.1 FT. BELOW STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2087 ***********************************************************************
 QE2087  DESIGNATION -  BLACK ANGUS
 QE2087  PID         -  QE2087
 QE2087  STATE/COUNTY-  OR/POLK
 QE2087  USGS QUAD   -  AIRLIE NORTH (1974)
 QE2087
 QE2087                         *CURRENT SURVEY CONTROL
 QE2087  ___________________________________________________________________
 QE2087* NAD 83(1991)-  44 45 33.85132(N)    123 17 49.60702(W)     ADJUSTED  
 QE2087* NAVD 88     -        87.     (meters)     285.     (feet)  VERTCON   
 QE2087  ___________________________________________________________________
 QE2087  LAPLACE CORR-          -8.06  (seconds)                    DEFLEC99
 QE2087  GEOID HEIGHT-         -22.27  (meters)                     GEOID03
 QE2087  HORZ ORDER  -  SECOND
 QE2087
 QE2087.The horizontal coordinates were established by classical geodetic methods
 QE2087.and adjusted by the National Geodetic Survey in October 1991.
 QE2087
 QE2087.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE2087.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE2087
 QE2087.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2087
 QE2087.The geoid height was determined by GEOID03.
 QE2087
 QE2087;                    North         East     Units Scale Factor Converg.
 QE2087;SPC OR N     -   125,259.734 2,278,597.415   MT  0.99991995   -1 59 01.2
 QE2087;SPC OR N     -   410,957.13  7,475,713.30   iFT  0.99991995   -1 59 01.2
 QE2087;UTM  10      - 4,956,266.635   476,485.150   MT  0.99960680   -0 12 33.1
 QE2087
 QE2087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2087!SPC OR N     -   0.99998985  x   0.99991995  =   0.99990980
 QE2087!UTM  10      -   0.99998985  x   0.99960680  =   0.99959665
 QE2087
 QE2087                          SUPERSEDED SURVEY CONTROL
 QE2087
 QE2087  NAD 83(1986)-  44 45 33.87665(N)    123 17 49.62487(W) AD(       ) 2
 QE2087  NAD 27      -  44 45 34.44624(N)    123 17 45.26559(W) AD(       ) 2
 QE2087  NGVD 29 (07/19/86)   86.     (m)          282.     (f) VERT ANG    3  
 QE2087
 QE2087.Superseded values are not recommended for survey control.
 QE2087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2087.See file dsdata.txt to determine how the superseded data were derived.
 QE2087
 QE2087_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ7648556267(NAD 83)
 QE2087
 QE2087  HISTORY     - Date     Condition        Report By
 QE2087  HISTORY     - 1972     MONUMENTED       OR-053
 QE2087
 QE2087                          STATION DESCRIPTION
 QE2087
 QE2087'DESCRIBED BY POLK COUNTY OREGON 1972 (RB)
 QE2087'THE STATION IS LOCATED IN POLK COUNTY, OREGON, IN THE NORTHEAST
 QE2087'QUARTER OF THE SOUTHEAST QUARTER OF SECTION 28, TOWNSHIP 9 SOUTH,
 QE2087'RANGE 5 WEST OF THE WILLAMETTE MERIDIAN.
 QE2087'
 QE2087'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 99W
 QE2087'AND 51, GO SOUTH ON 99W 7.2 MILES TO THE INTERSECTION OF 99W AND
 QE2087'C.R. M-7 AT SUVER.  TURN RIGHT ON M-7 AND GO 5.5 MILES TO THE
 QE2087'INTERSECTION OF M-7 AND C.R. 956.  TURN RIGHT ON C.R. 956 AND GO
 QE2087'1.0 MILES TO THE STATION.  STATION BLACK ANGUS IS ON THE LEFT
 QE2087'(NORTH) SIDE OF THE ROAD.
 QE2087'
 QE2087'THE STATION IS A 12 IN CONCRETE MONUMENT SET FLUSH WITH THE
 QE2087'GROUND WITH A POLK COUNTY BRASS CAP STAMPED BLACK ANGUS 28DA 9 5
 QE2087'1972.  IT IS LOCATED 1.8 FEET WEST OF THE WITNESS POST, 2.0 FEET
 QE2087'WEST OF A NORTH-SOUTH FENCE AND 21 FEET EAST OF THE CENTER OF
 QE2087'THE ROAD.
 QE2087'
 QE2087'R.M. 1 IS A CENTER PUNCHED POLK COUNTY ALUMINUM CAP ON A 5/8 IN
 QE2087'IRON ROD SET FLUSH WITH THE GROUND, 1 FOOT WEST OF A NORTH-SOUTH
 QE2087'FENCE AND 21 FEET EAST OF THE CENTERLINE OF THE ROAD.
 QE2087'
 QE2087'R.M. 2 IS A CENTER PUNCHED POLK COUNTY ALUMINUM CAP ON A 5/8 IN
 QE2087'IRON ROD SET FLUSH WITH THE GROUND, 1 FOOT EAST OF A NORTH-SOUTH
 QE2087'FENCE AND 14 FEET WEST OF THE CENTERLINE OF THE ROAD.
 QE2087'
 QE2087'HEIGHT OF LIGHT ABOVE STATION MARK 1.91 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0326 ***********************************************************************
 NW0326  DESIGNATION -  BLACK BU
 NW0326  PID         -  NW0326
 NW0326  STATE/COUNTY-  OR/MALHEUR
 NW0326  USGS QUAD   -  STONEY CORRAL (1982)
 NW0326
 NW0326                         *CURRENT SURVEY CONTROL
 NW0326  ___________________________________________________________________
 NW0326* NAD 83(1991)-  42 09 41.50602(N)    117 14 34.44644(W)     ADJUSTED  
 NW0326* NAVD 88     -      1792.8    (meters)    5882.     (feet)  VERTCON   
 NW0326  ___________________________________________________________________
 NW0326  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 NW0326  GEOID HEIGHT-         -17.65  (meters)                     GEOID03
 NW0326  HORZ ORDER  -  THIRD
 NW0326
 NW0326.The horizontal coordinates were established by classical geodetic methods
 NW0326.and adjusted by the National Geodetic Survey in October 1991.
 NW0326
 NW0326.The NAVD 88 height was computed by applying the VERTCON shift value to
 NW0326.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NW0326
 NW0326.The Laplace correction was computed from DEFLEC99 derived deflections.
 NW0326
 NW0326.The geoid height was determined by GEOID03.
 NW0326
 NW0326;                    North         East     Units Scale Factor Converg.
 NW0326;SPC OR S     -    60,206.454 1,769,114.504   MT  1.00004768   +2 13 42.0
 NW0326;SPC OR S     -   197,527.74  5,804,181.44   iFT  1.00004768   +2 13 42.0
 NW0326;UTM  11      - 4,667,739.457   479,934.401   MT  0.99960495   -0 09 47.0
 NW0326
 NW0326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NW0326!SPC OR S     -   0.99972167  x   1.00004768  =   0.99976933
 NW0326!UTM  11      -   0.99972167  x   0.99960495  =   0.99932673
 NW0326
 NW0326:                Primary Azimuth Mark                     Grid Az
 NW0326:SPC OR S     -  HOODOO                                   098 09 28.0
 NW0326:UTM  11      -  HOODOO                                   100 32 57.0
 NW0326
 NW0326|---------------------------------------------------------------------|
 NW0326| PID    Reference Object                     Distance      Geod. Az  |
 NW0326|                                                           dddmmss.s |
 NW0326| NW0320 HOODOO                              APPROX.11.0 KM 1002310.0 |
 NW0326| CD6878 BLACK BU RM 1                        19.370 METERS 13815     |
 NW0326| CD6879 BLACK BU RM 2                        18.374 METERS 22905     |
 NW0326|---------------------------------------------------------------------|
 NW0326
 NW0326                          SUPERSEDED SURVEY CONTROL
 NW0326
 NW0326  NAD 83(1986)-  42 09 41.51365(N)    117 14 34.44514(W) AD(       ) 3
 NW0326  NAD 27      -  42 09 41.92700(N)    117 14 30.96600(W) AD(       ) 3
 NW0326  NGVD 29 (07/19/86) 1791.6    (m)         5878.     (f) VERT ANG    3  
 NW0326
 NW0326.Superseded values are not recommended for survey control.
 NW0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0326.See file dsdata.txt to determine how the superseded data were derived.
 NW0326
 NW0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG7993467739(NAD 83)
 NW0326_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NW0326_SETTING: 80 = SET IN A BOULDER
 NW0326_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 NW0326
 NW0326  HISTORY     - Date     Condition        Report By
 NW0326  HISTORY     - 1956     MONUMENTED       CGS
 NW0326  HISTORY     - 1974     SEE DESCRIPTION  USGS
 NW0326
 NW0326                          STATION DESCRIPTION
 NW0326
 NW0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 NW0326'THE STATION IS LOCATED 27 MILES, AIR LINE, EAST-NORTHEAST OF
 NW0326'MC DERMITT, NEVADA, 12 MILES, AIR LINE, WEST OF THE IDAHO-OREGON
 NW0326'STATE LINE, AND 12 MILES, AIR LINE, NORTH OF THE NEVADA-OREGON
 NW0326'STATE LINE.
 NW0326'
 NW0326'TO REACH THE STATION FROM THE CALICO RANCH BUILDINGS, GO WEST ON
 NW0326'THE TRACK ROAD FOR 0.1 MILE TO A CROSSROAD.  CONTINUE STRAIGHT
 NW0326'AHEAD FOR 0.1 MILE TO A GATE AND FORK.  TAKE THE RIGHT FORK AND
 NW0326'GO 100 FEET TO A FORK.  TAKE THE RIGHT FORK AND GO NORTHWESTERLY
 NW0326'FOR 7.3 MILES TO A FORK.  TAKE THE RIGHT FORK AND FOLLOW THE ROAD
 NW0326'NORTHERLY FOR 1.5 MILES TO A FORK.  TAKE THE LEFT FORK AND GO
 NW0326'NORTHERLY FOR 1.0 MILE TO A CROSSROAD.  TURN RIGHT AND GO EAST
 NW0326'FOR 0.9 MILE TO A FORK.  TAKE THE LEFT FORK AND GO NORTHERLY FOR
 NW0326'0.2 MILE TO A REVERSE Y.  CONTINUE STRAIGHT AHEAD, NORTH, FOR
 NW0326'5.0 MILES TO A FORK AND A BOULDER WITH A CALCAREOUS (WHITE)
 NW0326'DEPOSIT ON IT.  TAKE THE LEFT FORK, NORTHERLY, AND GO 2.1
 NW0326'MILES TO A FORK AND A GATE IN A FENCE.  TAKE THE LEFT FORK,
 NW0326'FOLLOWING ALONG THE WEST AND NORTH SIDE OF THE FENCE, FOR 1.0
 NW0326'MILE TO A FORK AND A CABIN.  TAKE THE LEFT FORK AND
 NW0326'FOLLOW THE ROAD NORTHERLY FOR 7.2 MILES.  HERE TURN LEFT,
 NW0326'WEST, AND DRIVE ACROSS COUNTRY TO SUMMIT OF HILL AND THE
 NW0326'STATION.  THIS IS A DRIVE STATION.
 NW0326'
 NW0326'THE STATION MARK, A STANDARD DISK STAMPED BLACK BU 1956, IS SET
 NW0326'IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 10 INCHES ABOVE THE
 NW0326'GROUND.  THE MARK IS 16 FEET NORTHWEST OF A WHITE WITNESS POST.
 NW0326'
 NW0326'REFERENCE MARK 1, A STANDARD DISK STAMPED BLACK BU NO 1 1956,
 NW0326'IS SET IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 12 INCHES ABOVE
 NW0326'THE GROUND.
 NW0326'
 NW0326'REFERENCE MARK 2, A STANDARD DISK STAMPED BLACK BU NO 2 1956,
 NW0326'IS SET IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 12 INCHES
 NW0326'ABOVE THE GROUND.
 NW0326
 NW0326                          STATION RECOVERY (1974)
 NW0326
 NW0326'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NW0326'LOCATED ABOUT 27 MI. ENE OF MC DERMITT, NV., ABOUT 16 MI. NW OF
 NW0326'THE JUNCTION OF IDAHO-OREGON-NEVADA STATE LINES, AND ABOUT 2
 NW0326'MI. EAST OF LA ROSA CANYON ON THE TOP OF A SAGE COVERED BUTTE
 NW0326'LOCALLY KNOWN AS BLACK BUTTE.
 NW0326'
 NW0326'TO REACH FROM THE POST OFFICE IN MC DERMITT, NV. (ABOUT 100
 NW0326'FT. SOUTH OF THE STATE LINE) GO NORTH ON U.S. 95 FOR 15.3
 NW0326'MI. TO CROSSROADS, TURN RIGHT (E) AS PER SIGN ANTELOPE FLATS AND
 NW0326'CONTINUE 0.2 MI. TO REVERSE Y FORK, BEAR LEFT ACROSS CATTLEGUARD
 NW0326'AND CONTINUE ON GRADED ROAD FOR 0.9 MI. TO ROAD FORK, TAKE RIGHT
 NW0326'FORK AND CONTINUE ON GRADED ROAD FOR 0.8 MI. TO ROAD FORK, TAKE
 NW0326'LEFT FORK ON GRADED ROAD AND CONTINUE FOR 5.7 MI. TO FORK AT
 NW0326'SUMMIT AND SIGN JACKSON CREEK SUMMIT 6296, TAKE RIGHT FORK
 NW0326'(STRAIGHT AHEAD) ON GRADED ROAD AND CONTINUE FOR 8.7 MI. TO
 NW0326'T-ROAD E, TURN RIGHT (E) AS PER SIGN ANDERSON CROSSING, ETC.
 NW0326'AND CONTINUE ON GRADED ROAD FOR 4.9 MI. TO FORK AND SIGN LUCKY
 NW0326'SEVEN COW CAMP, TAKE RIGHT FORK (STRAIGHT AHEAD, E) AND
 NW0326'CONTINUE ON GRADED ROAD FOR 8.3 MI. TO ROAD FORK AND SIGN
 NW0326'FIELD CREEK RANCH, ETC., TAKE RIGHT FORK (STRAIGHT AHEAD, E)
 NW0326'AND CONTINUE ON GRADED ROAD FOR 2.1 MI. TO ROAD FORK AND SIGN
 NW0326'GURRVILLE, HOTEL CAMP DE BOON DOCKS, POP. 5, TAKE RIGHT
 NW0326'FORK AND CONTINUE ON GRADED ROAD FOR 4.7 MI. TO ANDERSON CROSSING
 NW0326'(FORK ON THE LITTLE OWYHEE RIVER), CONTINUE EAST UP STEEP WINDING
 NW0326'GRADE FOR 2.0 MI. TO ROAD FORK JUST WEST OF THE TOP OF GRADE,
 NW0326'TURN LEFT (N) ON TRACK ROAD AND CONTINUE 2.8 MI. TO ROAD FORK
 NW0326'LEFT TO STOCK POND, KEEP RIGHT ON TRACK ROAD AND CONTINUE 1.1
 NW0326'MI. TO TOP OF LOW RIDGE ON THE WEST SLOPE OF BLACK BUTTE,
 NW0326'TURN RIGHT (ESE) ACROSS COUNTRY PICKING WAY THROUGH ROCKS AND
 NW0326'SAGEBRUSH FOR 0.8 MI. TO STATION NEAR TOP OF SOUTH RIM OF AN OLD
 NW0326'CRATER.  STATION IS ABOUT 150 FT. NE OF THE HIGHEST POINT OF TOP
 NW0326'AND ABOUT 3 FT. LOWER THAN TOP.
 NW0326'
 NW0326'A 2 WHEEL DRIVE CAN REACH THE STATION.
 NW0326'
 NW0326'ALL MARKS FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0957 ***********************************************************************
 QC0957  DESIGNATION -  BLACK BUTTE
 QC0957  PID         -  QC0957
 QC0957  STATE/COUNTY-  OR/GRANT
 QC0957  USGS QUAD   -  BELSHAW MEADOWS (1990)
 QC0957
 QC0957                         *CURRENT SURVEY CONTROL
 QC0957  ___________________________________________________________________
 QC0957* NAD 83(1991)-  44 32 23.70184(N)    119 08 18.49171(W)     ADJUSTED  
 QC0957* NAVD 88     -      1902.3    (meters)    6241.     (feet)  VERTCON   
 QC0957  ___________________________________________________________________
 QC0957  LAPLACE CORR-           2.53  (seconds)                    DEFLEC99
 QC0957  GEOID HEIGHT-         -18.11  (meters)                     GEOID03
 QC0957  HORZ ORDER  -  FIRST
 QC0957
 QC0957.The horizontal coordinates were established by classical geodetic methods
 QC0957.and adjusted by the National Geodetic Survey in October 1991.
 QC0957
 QC0957.The NAVD 88 height was computed by applying the VERTCON shift value to
 QC0957.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QC0957
 QC0957.The Laplace correction was computed from DEFLEC99 derived deflections.
 QC0957
 QC0957.The geoid height was determined by GEOID03.
 QC0957
 QC0957;                    North         East     Units Scale Factor Converg.
 QC0957;SPC OR N     -    97,949.616 2,608,197.926   MT  0.99995438   +0 57 56.1
 QC0957;SPC OR N     -   321,357.01  8,557,079.81   iFT  0.99995438   +0 57 56.1
 QC0957;UTM  11      - 4,934,067.357   330,111.793   MT  0.99995494   -1 30 01.1
 QC0957
 QC0957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QC0957!SPC OR N     -   0.99970465  x   0.99995438  =   0.99965904
 QC0957!UTM  11      -   0.99970465  x   0.99995494  =   0.99965960
 QC0957
 QC0957|---------------------------------------------------------------------|
 QC0957| PID    Reference Object                     Distance      Geod. Az  |
 QC0957|                                                           dddmmss.s |
 QC0957| CD6880 BLACK BUTTE RM 1                      9.839 METERS 07550     |
 QC0957| QC1004 FIELDS PEAK 2                       APPROX.24.3 KM 2031012.4 |
 QC0957| QC0958 BLACK BUTTE LO                       19.451 METERS 30957     |
 QC0957|---------------------------------------------------------------------|
 QC0957
 QC0957                          SUPERSEDED SURVEY CONTROL
 QC0957
 QC0957  NAD 83(1986)-  44 32 23.70804(N)    119 08 18.48760(W) AD(       ) 1
 QC0957  NAD 27      -  44 32 24.16400(N)    119 08 14.61000(W) AD(       ) 1
 QC0957  NGVD 29 (07/19/86) 1901.1    (m)         6237.     (f) VERT ANG    3  
 QC0957
 QC0957.Superseded values are not recommended for survey control.
 QC0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0957.See file dsdata.txt to determine how the superseded data were derived.
 QC0957
 QC0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK3011234067(NAD 83)
 QC0957_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QC0957_SETTING: 80 = SET IN A BOULDER
 QC0957_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QC0957
 QC0957  HISTORY     - Date     Condition        Report By
 QC0957  HISTORY     - 1946     MONUMENTED       CGS
 QC0957  HISTORY     - 1987     GOOD             LOCSUR
 QC0957
 QC0957                          STATION DESCRIPTION
 QC0957
 QC0957'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 QC0957'STATION IS LOCATED ON THE SUMMIT OF BLACK BUTTE, 12-1/2 MILES
 QC0957'AIR LINE NORTHWEST OF JOHN DAY.  SUMMIT IS OCCUPIED WITH A FOREST
 QC0957'SERVICE LOOKOUT TOWER ABOUT 30 FEET HIGH.  STATION IS 64 FEET
 QC0957'EAST-SOUTHEAST OF THE CENTER OF THE LOOKOUT AND 5 FEET EAST OF AN
 QC0957'OLD TELEPHONE TRIPOD POLE.  THE MARK IS SET IN A BOULDER WHICH IS
 QC0957'1 FOOT IN DIAMETER AND PROJECTS 3 INCHES.  THE MARK IS
 QC0957'STAMPED--BLACK BUTTE 1946.
 QC0957'
 QC0957'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF THE STATION AND ABOUT 3
 QC0957'FEET LOWER.  IT IS SET IN BEDROCK WHICH PROJECTS ABOUT 8
 QC0957'INCHES.  THE MARK IS STAMPED--BLACK BUTTE NO 1 1946.
 QC0957'
 QC0957'REFERENCE MARK NO. 2 IS A U.S. FOREST SERVICE TRIANGULATION STATION
 QC0957'BRONZE DISK STAMPED--BLACK BUTTE L. O. 6234 1933.  IT IS NORTHWEST
 QC0957'OF THE STATION AT ABOUT THE SAME ELEVATION AND IS DIRECTLY BENEATH
 QC0957'THE LOOKOUT TOWER.  THE MARK IS SET IN THE TOP OF A ROUND CONCRETE
 QC0957'POST WHICH IS 6 INCHES IN DIAMETER AND PROJECTS 4 INCHES.
 QC0957'
 QC0957'THERE WAS NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 QC0957
 QC0957                          STATION RECOVERY (1987)
 QC0957
 QC0957'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (PGG)
 QC0957'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0733 ***********************************************************************
 PA0733  DESIGNATION -  BLACK BUTTE
 PA0733  PID         -  PA0733
 PA0733  STATE/COUNTY-  OR/MALHEUR
 PA0733  USGS QUAD   -  SELLE GAP (1978)
 PA0733
 PA0733                         *CURRENT SURVEY CONTROL
 PA0733  ___________________________________________________________________
 PA0733* NAD 83(1991)-  43 43 43.75699(N)    118 12 32.12766(W)     ADJUSTED  
 PA0733* NAVD 88     -      1681.4    (meters)    5516.     (feet)  VERTCON   
 PA0733  ___________________________________________________________________
 PA0733  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 PA0733  GEOID HEIGHT-         -18.30  (meters)                     GEOID03
 PA0733  HORZ ORDER  -  THIRD
 PA0733
 PA0733.The horizontal coordinates were established by classical geodetic methods
 PA0733.and adjusted by the National Geodetic Survey in October 1991.
 PA0733
 PA0733.The NAVD 88 height was computed by applying the VERTCON shift value to
 PA0733.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PA0733
 PA0733.The Laplace correction was computed from DEFLEC99 derived deflections.
 PA0733
 PA0733.The geoid height was determined by GEOID03.
 PA0733
 PA0733;                    North         East     Units Scale Factor Converg.
 PA0733;SPC OR S     -   231,598.708 1,684,559.686   MT  0.99994239   +1 34 02.8
 PA0733;SPC OR S     -   759,838.28  5,526,770.62   iFT  0.99994239   +1 34 02.8
 PA0733;UTM  11      - 4,842,464.441   402,634.866   MT  0.99971660   -0 50 08.6
 PA0733
 PA0733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PA0733!SPC OR S     -   0.99973928  x   0.99994239  =   0.99968169
 PA0733!UTM  11      -   0.99973928  x   0.99971660  =   0.99945596
 PA0733
 PA0733:                Primary Azimuth Mark                     Grid Az
 PA0733:SPC OR S     -  DRINK                                    315 29 39.3
 PA0733:UTM  11      -  DRINK                                    317 53 50.7
 PA0733
 PA0733|---------------------------------------------------------------------|
 PA0733| PID    Reference Object                     Distance      Geod. Az  |
 PA0733|                                                           dddmmss.s |
 PA0733| PA0657 DRINK                               APPROX. 8.2 KM 3170342.1 |
 PA0733|---------------------------------------------------------------------|
 PA0733
 PA0733                          SUPERSEDED SURVEY CONTROL
 PA0733
 PA0733  NAD 83(1986)-  43 43 43.76140(N)    118 12 32.12492(W) AD(       ) 3
 PA0733  NGVD 29 (01/12/90) 1680.2    (m)         5512.     (f) VERT ANG    3  
 PA0733
 PA0733.Superseded values are not recommended for survey control.
 PA0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0733.See file dsdata.txt to determine how the superseded data were derived.
 PA0733
 PA0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ0263542464(NAD 83)
 PA0733_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PA0733_SETTING: 80 = SET IN A BOULDER
 PA0733_SP_SET: SET IN DRILL HOLE IN A BOULDER
 PA0733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0733+STABILITY: SURFACE MOTION
 PA0733
 PA0733  HISTORY     - Date     Condition        Report By
 PA0733  HISTORY     - UNK      MONUMENTED       USGS
 PA0733  HISTORY     - 1973     GOOD             USGS
 PA0733
 PA0733                          STATION DESCRIPTION
 PA0733
 PA0733'DESCRIBED BY US GEOLOGICAL SURVEY UNK
 PA0733'STATION MARKED BY AN ALUMINUM TABLET IN DRILL HOLE IN LAVA ROCK.
 PA0733
 PA0733                          STATION RECOVERY (1973)
 PA0733
 PA0733'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 PA0733'RECOVERED IN GOOD CONDITION.
 PA0733'
 PA0733'TO REACH FROM JUNTURA POST OFFICE, DRIVE 4.6 MI W. ALONG U.S.
 PA0733'HWY. 20 TO GATE AND TRACK RD. S.  PASS THROUGH GATE AND DRIVE 1.6
 PA0733'MI TO Y-FORK.  TURN SHARP RIGHT AND DRIVE 3.3 MI W. UPGRADE TO
 PA0733'LARGE DRAW, ENTER DRAW AND DRIVE UPSTREAM ON TRACK RD. 1.5 MI TO
 PA0733'DIVIDE AND Y-FORK TO RIGHT.  TURN RIGHT AND FOLLOW TRACK RD. 1.1
 PA0733'MI TO HIGHEST POINT OF HILL.  PACK ABOUT 400 FT. NE. TO STATION ON
 PA0733'NORTHEAST EDGE OF RIM.  4-WHEEL DRIVE REQUIRED.  CONTACT REX
 PA0733'WILLIAMS OF JUNTURA FOR PERMISSION TO ENTER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1848 ***********************************************************************
 QD1848  DESIGNATION -  BLACK BUTTE 2
 QD1848  PID         -  QD1848
 QD1848  STATE/COUNTY-  OR/JEFFERSON
 QD1848  USGS QUAD   -  BLACK BUTTE (1988)
 QD1848
 QD1848                         *CURRENT SURVEY CONTROL
 QD1848  ___________________________________________________________________
 QD1848* NAD 83(1991)-  44 23 59.00690(N)    121 38 07.71906(W)     ADJUSTED  
 QD1848* NAVD 88     -      1962.9    (meters)    6440.     (feet)  VERTCON   
 QD1848  ___________________________________________________________________
 QD1848  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 QD1848  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 QD1848  HORZ ORDER  -  THIRD
 QD1848
 QD1848.The horizontal coordinates were established by classical geodetic methods
 QD1848.and adjusted by the National Geodetic Survey in October 1991.
 QD1848
 QD1848.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1848.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1848
 QD1848.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1848
 QD1848.The geoid height was determined by GEOID03.
 QD1848
 QD1848;                    North         East     Units Scale Factor Converg.
 QD1848;SPC OR N     -    82,095.586 2,409,545.760   MT  0.99998394   -0 48 19.0
 QD1848;SPC OR N     -   269,342.47  7,905,333.86   iFT  0.99998394   -0 48 19.0
 QD1848;UTM  10      - 4,917,176.271   608,662.459   MT  0.99974521   +0 57 17.3
 QD1848
 QD1848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1848!SPC OR N     -   0.99969567  x   0.99998394  =   0.99967962
 QD1848!UTM  10      -   0.99969567  x   0.99974521  =   0.99944096
 QD1848
 QD1848|---------------------------------------------------------------------|
 QD1848| PID    Reference Object                     Distance      Geod. Az  |
 QD1848|                                                           dddmmss.s |
 QD1848| CS4129 BLACK BUTTE 2 RM 2                    9.967 METERS 06503     |
 QD1848| CS4130 BLACK BUTTE 2 RM 1                    4.630 METERS 16500     |
 QD1848|---------------------------------------------------------------------|
 QD1848
 QD1848                          SUPERSEDED SURVEY CONTROL
 QD1848
 QD1848  NAD 83(1986)-  44 23 59.01790(N)    121 38 07.71521(W) AD(       ) 3
 QD1848  NGVD 29 (04/26/90) 1961.7    (m)         6436.     (f) VERT ANG    3  
 QD1848
 QD1848.Superseded values are not recommended for survey control.
 QD1848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1848.See file dsdata.txt to determine how the superseded data were derived.
 QD1848
 QD1848_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ0866217176(NAD 83)
 QD1848_MARKER: DS = TRIANGULATION STATION DISK
 QD1848_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QD1848_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD1848
 QD1848  HISTORY     - Date     Condition        Report By
 QD1848  HISTORY     - 1958     MONUMENTED       USGS
 QD1848
 QD1848                          STATION DESCRIPTION
 QD1848
 QD1848'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 QD1848'LOCATED ABOUT 21 MI SE. OF MT. JEFFERSON, 8.6 MI NW. OF JCT. OF
 QD1848'U.S. HWYS. 126 AND 20 AT WEST EDGE OF SISTERS, 5 MI ESE. OF EAST
 QD1848'END OF SUTTLE LAKE.  ON HIGHEST PART OF TOP OF VERY PROMINENT MTN.
 QD1848'CONTACT USFS AT SISTERS FOR INFORMATION ON TRAIL TO LOT.
 QD1848'
 QD1848'REACHED BY HELICOPTER.
 QD1848'
 QD1848'STATION MARK--STANDARD TABLET STAMPED---BLACK BUTTE 2 1958---, IN
 QD1848'CONCRETE POST PROJECTING 1 FT. ABOVE GROUND CENTERED UNDER LOT.
 QD1848'
 QD1848'RM 1--STANDARD RM TABLET STAMPED---NO 1 1958---, CEMENTED IN DRILL
 QD1848'HOLE IN BOULDER.
 QD1848'
 QD1848'RM 2--STANDARD RM TABLET STAMPED---NO 2 1958---, CEMENTED IN DRILL
 QD1848'HOLE IN BOULDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0958 ***********************************************************************
 QC0958  DESIGNATION -  BLACK BUTTE LO
 QC0958  PID         -  QC0958
 QC0958  STATE/COUNTY-  OR/GRANT
 QC0958  USGS QUAD   -  BELSHAW MEADOWS (1990)
 QC0958
 QC0958                         *CURRENT SURVEY CONTROL
 QC0958  ___________________________________________________________________
 QC0958* NAD 83(1991)-  44 32 24.10641(N)    119 08 19.16724(W)     ADJUSTED  
 QC0958* NAVD 88     -      1901.64   (+/-2cm)    6239.0    (feet)  VERTCON   
 QC0958  ___________________________________________________________________
 QC0958  LAPLACE CORR-           2.56  (seconds)                    DEFLEC99
 QC0958  GEOID HEIGHT-         -18.11  (meters)                     GEOID03
 QC0958  HORZ ORDER  -  SECOND
 QC0958  VERT ORDER  -  THIRD ? (See Below)
 QC0958
 QC0958.The horizontal coordinates were established by classical geodetic methods
 QC0958.and adjusted by the National Geodetic Survey in October 1991.
 QC0958
 QC0958.The NAVD 88 height was computed by applying the VERTCON shift value to
 QC0958.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QC0958.The vertical order pertains to the NGVD 29 superseded value.
 QC0958
 QC0958.The Laplace correction was computed from DEFLEC99 derived deflections.
 QC0958
 QC0958.The geoid height was determined by GEOID03.
 QC0958
 QC0958;                    North         East     Units Scale Factor Converg.
 QC0958;SPC OR N     -    97,961.851 2,608,182.805   MT  0.99995436   +0 57 55.6
 QC0958;SPC OR N     -   321,397.15  8,557,030.20   iFT  0.99995436   +0 57 55.6
 QC0958;UTM  11      - 4,934,080.231   330,097.212   MT  0.99995500   -1 30 01.5
 QC0958
 QC0958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QC0958!SPC OR N     -   0.99970476  x   0.99995436  =   0.99965913
 QC0958!UTM  11      -   0.99970476  x   0.99995500  =   0.99965977
 QC0958
 QC0958:                Primary Azimuth Mark                     Grid Az
 QC0958:SPC OR N     -  SIMMONS                                  332 07 01.6
 QC0958:UTM  11      -  SIMMONS                                  334 34 58.7
 QC0958
 QC0958|---------------------------------------------------------------------|
 QC0958| PID    Reference Object                     Distance      Geod. Az  |
 QC0958|                                                           dddmmss.s |
 QC0958| QC0959 SIMMONS                             APPROX.10.0 KM 3330457.2 |
 QC0958| QC0961 FOX CHURCH STEEPLE                  APPROX.11.7 KM 3580225.7 |
 QC0958|---------------------------------------------------------------------|
 QC0958
 QC0958                          SUPERSEDED SURVEY CONTROL
 QC0958
 QC0958  NAD 83(1986)-  44 32 24.11261(N)    119 08 19.16312(W) AD(       ) 2
 QC0958  NAD 27      -  44 32 24.56900(N)    119 08 15.28600(W) AD(       ) 2
 QC0958  NGVD 29 (07/19/86) 1900.40   (m)         6234.9    (f) LEVELING    3  
 QC0958
 QC0958.Superseded values are not recommended for survey control.
 QC0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0958.See file dsdata.txt to determine how the superseded data were derived.
 QC0958
 QC0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK3009734080(NAD 83)
 QC0958
 QC0958  HISTORY     - Date     Condition        Report By
 QC0958  HISTORY     - 1933     MONUMENTED       USFS
 QC0958  HISTORY     - 1934     SEE DESCRIPTION  USFS
 QC0958  HISTORY     - 1939     SEE DESCRIPTION  USFS
 QC0958  HISTORY     - 1946     SEE DESCRIPTION  CGS
 QC0958
 QC0958                          STATION DESCRIPTION
 QC0958
 QC0958'DESCRIBED BY US FOREST SERVICE 1934
 QC0958'THIS INTERSECTED POSITION IS THE CENTER OF THE 20-FOOT WOOD LOOKOUT
 QC0958'TOWER OF THE U.S. FOREST SERVICE ON BLACK BUTTE, ABOUT 10 MILES N
 QC0958'OF MOUNT VERNON.  THE POSITION IS MARKED BY A FOREST SERVICE DISK
 QC0958'SET IN A CONCRETE POST DIRECTLY UNDER THE CENTER OF THE TOWER.
 QC0958'
 QC0958'CUT FROM SPANISH PEAK, TROUT AND CALAMITY, BUT THIS LIST SHOULD
 QC0958'BE CHECKED.
 QC0958
 QC0958                          STATION RECOVERY (1939)
 QC0958
 QC0958'RECOVERY NOTE BY US FOREST SERVICE 1939
 QC0958'THIS CHECKED INTERSECTION POSITION IS CENTER OF U.S. FOREST SERVICE
 QC0958'LOOKOUT TOWER ON BLACK BUTTE, ABOUT 9 MILES N OF MOUNT VERNON, NEAR
 QC0958'HEAD OF WEST FORK BEECH CREEK.  POINT MAY BE REACHED BY TRUCK TRAIL
 QC0958'FROM MOUNT VERNON POST OFFICE.  SIGHTS TAKEN ON CENTER OF 20-FOOT
 QC0958'WOODEN TOWER.  POSITION MARKED BY U.S.F.S. DISK IN CONCRETE POST
 QC0958'DIRECTLY UNDER CENTER OF LOOKOUT AND TOWER.
 QC0958'
 QC0958'THIS STATION CUT IN FROM THREE DIRECTIONS BY F.G. JOHNSON FOR
 QC0958'U.S.C. AND G.S. IN 1933, AND DESCRIBED IN LIST 314.  NOT ORIGINALLY
 QC0958'DETERMINED BY U.S.F.S.  THE U.S. GEOLOGICAL SURVEY CUT THE POINT
 QC0958'IN 1938 FROM STATIONS LONG, INDIAN ROCK AND BEECH, BY
 QC0958'B.H. YOAKUM.  RAY FASSETT, U.S.F.S., OCCUPIED THE STATION IN 1939
 QC0958'ON THE MONUMENT PROJECT.  THE 1939 OCCUPATION BY U.S.F.S. WAS
 QC0958'ECCENTRIC, THE INSTRUMENT SET UP 3.53 METERS NE OF THE CENTER
 QC0958'OF THE LOOKOUT.  SEE LIST OF DIRECTIONS.  IN 1939 ALL SIGHTS TO
 QC0958'THIS STATION TAKEN ON CENTER OF LOOKOUT HOUSE.
 QC0958
 QC0958                          STATION RECOVERY (1946)
 QC0958
 QC0958'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (DHK)
 QC0958'STATION IS THE CENTER OF THE 20-FOOT WOOD LOOKOUT TOWER OF THE
 QC0958'U.S. FOREST SERVICE ON THE MOUNTAIN LOCALLY KNOWN AS BLACK
 QC0958'BUTTE.  IT IS ABOUT 10 MILES NORTH OF MT. VERNON.  A BRONZE
 QC0958'U.S. FOREST SERVICE TRIANGULATION DISK STAMPED--BLACK BUTTE
 QC0958'L. O. 6234 1933 IS SET UNDER THE CENTER OF THE LOOKOUT AND IS THE
 QC0958'POINT MEASURED TO.  STATION WAS CONNECTED BY TRAVERSE TO
 QC0958'TRIANGULATION STATION BLACK BUTTE 1946.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1730 ***********************************************************************
 QD1730  DESIGNATION -  BLACK BUTTE LOOKOUT TOWER
 QD1730  PID         -  QD1730
 QD1730  STATE/COUNTY-  OR/JEFFERSON
 QD1730  USGS QUAD   -  BLACK BUTTE (1988)
 QD1730
 QD1730                         *CURRENT SURVEY CONTROL
 QD1730  ___________________________________________________________________
 QD1730* NAD 83(1991)-  44 23 59.00894(N)    121 38 07.70565(W)     ADJUSTED  
 QD1730* NAVD 88     -              **(meters)            **(feet)            
 QD1730  ___________________________________________________________________
 QD1730  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 QD1730  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 QD1730  HORZ ORDER  -  THIRD
 QD1730
 QD1730.The horizontal coordinates were established by classical geodetic methods
 QD1730.and adjusted by the National Geodetic Survey in October 1991.
 QD1730
 QD1730
 QD1730.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1730
 QD1730.The geoid height was determined by GEOID03.
 QD1730
 QD1730;                    North         East     Units Scale Factor Converg.
 QD1730;SPC OR N     -    82,095.644 2,409,546.058   MT  0.99998394   -0 48 18.9
 QD1730;SPC OR N     -   269,342.66  7,905,334.84   iFT  0.99998394   -0 48 18.9
 QD1730;UTM  10      - 4,917,176.339   608,662.755   MT  0.99974521   +0 57 17.3
 QD1730
 QD1730                          SUPERSEDED SURVEY CONTROL
 QD1730
 QD1730  NAD 83(1986)-  44 23 59.01638(N)    121 38 07.70501(W) AD(       ) 4
 QD1730  NAD 27      -  44 23 59.60100(N)    121 38 03.52500(W) AD(       ) 3
 QD1730
 QD1730.Superseded values are not recommended for survey control.
 QD1730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1730.See file dsdata.txt to determine how the superseded data were derived.
 QD1730
 QD1730_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ0866317176(NAD 83)
 QD1730_MARKER: 57 = LOOKOUT TOWER
 QD1730_SETTING: 0 = UNSPECIFIED SETTING
 QD1730
 QD1730  HISTORY     - Date     Condition        Report By
 QD1730  HISTORY     - 1946     FIRST OBSERVED   CGS
 QD1730  HISTORY     - 19851010 GOOD             NGS
 QD1730
 QD1730                          STATION DESCRIPTION
 QD1730
 QD1730'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 QD1730'LOCATED ABOUT 9 MILES NORTHWEST OF SISTERS ON THE SUMMIT OF BLACK
 QD1730'BUTTE.  IT IS A STEEL TOWER AND IS ABOUT 90 FEET HIGH.
 QD1730
 QD1730                          STATION RECOVERY (1985)
 QD1730
 QD1730'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 QD1730'THE STATION WAS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1849 ***********************************************************************
 QD1849  DESIGNATION -  BLACK CRATER 2
 QD1849  PID         -  QD1849
 QD1849  STATE/COUNTY-  OR/DESCHUTES
 QD1849  USGS QUAD   -  BLACK CRATER (1988)
 QD1849
 QD1849                         *CURRENT SURVEY CONTROL
 QD1849  ___________________________________________________________________
 QD1849* NAD 83(1991)-  44 15 57.59331(N)    121 44 54.83530(W)     ADJUSTED  
 QD1849* NAVD 88     -      2211.4    (meters)    7255.     (feet)  VERTCON   
 QD1849  ___________________________________________________________________
 QD1849  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 QD1849  GEOID HEIGHT-         -20.87  (meters)                     GEOID03
 QD1849  HORZ ORDER  -  THIRD
 QD1849
 QD1849.The horizontal coordinates were established by classical geodetic methods
 QD1849.and adjusted by the National Geodetic Survey in October 1991.
 QD1849
 QD1849.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1849.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1849
 QD1849.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1849
 QD1849.The geoid height was determined by GEOID03.
 QD1849
 QD1849;                    North         East     Units Scale Factor Converg.
 QD1849;SPC OR S     -   289,504.329 1,400,301.681   MT  1.00007851   -0 51 15.1
 QD1849;SPC OR S     -   949,817.35  4,594,165.62   iFT  1.00007851   -0 51 15.1
 QD1849;UTM  10      - 4,902,178.796   599,883.536   MT  0.99972270   +0 52 24.8
 QD1849
 QD1849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1849!SPC OR S     -   0.99965665  x   1.00007851  =   0.99973513
 QD1849!UTM  10      -   0.99965665  x   0.99972270  =   0.99937944
 QD1849
 QD1849|---------------------------------------------------------------------|
 QD1849| PID    Reference Object                     Distance      Geod. Az  |
 QD1849|                                                           dddmmss.s |
 QD1849| CS4132 BLACK CRATER 2 RM 2                   7.056 METERS 11408     |
 QD1849| CS4131 BLACK CRATER 2 RM 1                   3.825 METERS 25945     |
 QD1849|---------------------------------------------------------------------|
 QD1849
 QD1849                          SUPERSEDED SURVEY CONTROL
 QD1849
 QD1849  NAD 83(1986)-  44 15 57.60353(N)    121 44 54.83482(W) AD(       ) 3
 QD1849  NGVD 29 (04/26/90) 2210.1    (m)         7251.     (f) VERT ANG    3  
 QD1849
 QD1849.Superseded values are not recommended for survey control.
 QD1849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1849.See file dsdata.txt to determine how the superseded data were derived.
 QD1849
 QD1849_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ9988402179(NAD 83)
 QD1849_MARKER: DS = TRIANGULATION STATION DISK
 QD1849_SETTING: 66 = SET IN ROCK OUTCROP
 QD1849_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 QD1849_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QD1849+STABILITY: POSITION/ELEVATION WELL
 QD1849
 QD1849  HISTORY     - Date     Condition        Report By
 QD1849  HISTORY     - 1958     MONUMENTED       USGS
 QD1849
 QD1849                          STATION DESCRIPTION
 QD1849
 QD1849'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 QD1849'LOCATED ABOUT 11 MI WSW. OF SISTERS, 2 MI S. OF WINDY POINT.  ON
 QD1849'MCKENZIE HWY., ON TOP OF BLACK CRATER BUTTE ABOUT 5 FT. N. OF
 QD1849'DESTROYED BLACK CRATER LO, 3 FT. W. OF AND 2.3 FT. LOWER THAN
 QD1849'HIGHEST POINT OF TOP.
 QD1849'
 QD1849'REACHED BY HELICOPTER.
 QD1849'
 QD1849'STATION MARK--STANDARD TABLET STAMPED---BLACK CRATER 2 1958---,
 QD1849'CEMENTED IN DRILL HOLE IN TOP OF ROCK OUTCROP.
 QD1849'
 QD1849'RM 1--STANDARD RM TABLET STAMPED---NO 1 1958---, CEMENTED IN DRILL
 QD1849'HOLE IN TOP OF SOLID ROCK.
 QD1849'
 QD1849'RM 2--STANDARD RM TABLET STAMPED---NO 2 1958---, CEMENTED IN DRILL
 QD1849'HOLE IN TOP OF SOLID ROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1729 ***********************************************************************
 QD1729  DESIGNATION -  BLACK CRATER LOOKOUT HOUSE
 QD1729  PID         -  QD1729
 QD1729  STATE/COUNTY-  OR/DESCHUTES
 QD1729  USGS QUAD   -  BLACK CRATER (1988)
 QD1729
 QD1729                         *CURRENT SURVEY CONTROL
 QD1729  ___________________________________________________________________
 QD1729* NAD 83(1991)-  44 15 57.51889(N)    121 44 54.69543(W)     ADJUSTED  
 QD1729* NAVD 88     -              **(meters)            **(feet)            
 QD1729  ___________________________________________________________________
 QD1729  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 QD1729  GEOID HEIGHT-         -20.87  (meters)                     GEOID03
 QD1729  HORZ ORDER  -  THIRD
 QD1729
 QD1729.The horizontal coordinates were established by classical geodetic methods
 QD1729.and adjusted by the National Geodetic Survey in October 1991.
 QD1729
 QD1729
 QD1729.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1729
 QD1729.The geoid height was determined by GEOID03.
 QD1729
 QD1729;                    North         East     Units Scale Factor Converg.
 QD1729;SPC OR S     -   289,501.985 1,400,304.748   MT  1.00007851   -0 51 15.0
 QD1729;SPC OR S     -   949,809.66  4,594,175.68   iFT  1.00007851   -0 51 15.0
 QD1729;SPC OR N     -    67,368.464 2,400,311.092   MT  1.00001764   -0 53 07.6
 QD1729;SPC OR N     -   221,025.14  7,875,036.39   iFT  1.00001764   -0 53 07.6
 QD1729;UTM  10      - 4,902,176.547   599,886.672   MT  0.99972270   +0 52 24.9
 QD1729
 QD1729                          SUPERSEDED SURVEY CONTROL
 QD1729
 QD1729  NAD 83(1986)-  44 15 57.52545(N)    121 44 54.68977(W) AD(       ) 4
 QD1729  NAD 27      -  44 15 58.12000(N)    121 44 50.51000(W) AD(       ) 3
 QD1729
 QD1729.Superseded values are not recommended for survey control.
 QD1729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1729.See file dsdata.txt to determine how the superseded data were derived.
 QD1729
 QD1729_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ9988702177(NAD 83)
 QD1729
 QD1729  HISTORY     - Date     Condition        Report By
 QD1729  HISTORY     - 1932     MONUMENTED       CGS
 QD1729  HISTORY     - 1936     SEE DESCRIPTION  USFS
 QD1729
 QD1729                          STATION DESCRIPTION
 QD1729
 QD1729'DESCRIBED BY US FOREST SERVICE 1936
 QD1729'THIS INTERSECTED POSITION IS THE CENTER OF THE U.S.F.S. LOOKOUT
 QD1729'HOUSE ON THE SUMMIT OF BLACK CRATER, ELEVATION 7260 FEET, IN
 QD1729'THE EXTREME NW CORNER OF THE COUNTY.
 QD1729'
 QD1729'TO REACH THE LOOKOUT, LEAVE MC KENZIE HIGHWAY (U.S. 28) AT WINDY
 QD1729'POINT AND FOLLOW SIGNED TRAIL FOR ABOUT 5 MILES SOUTHERLY.  IN
 QD1729'1936 THE FOREST SERVICE REPORTED THAT FROM THE CENTER OF THE
 QD1729'LOOKOUT HOUSE IT WAS 3.54 METERS (11.6 FEET) NW TO A
 QD1729'U.S.G.S. REFERENCE DISK, IN AZIMUTH 134 DEG 02 MIN, DETERMINED BY
 QD1729'THE FIREFINDER.  THIS REFERENCE DISK IS APPROXIMATELY 2 FEET E
 QD1729'OF THE U.S.G.S. STATION BLACK CRATER OF 1916, WHICH WAS THE
 QD1729'CENTER OF A FIREFINDER IN SERVICE AT THAT TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0834 ***********************************************************************
 PC0834  DESIGNATION -  BLACK ECC
 PC0834  PID         -  PC0834
 PC0834  STATE/COUNTY-  OR/DOUGLAS
 PC0834  USGS QUAD   -  FISH CREEK DESERT (1997)
 PC0834
 PC0834                         *CURRENT SURVEY CONTROL
 PC0834  ___________________________________________________________________
 PC0834* NAD 83(1991)-  43 09 35.92547(N)    122 27 51.07954(W)     ADJUSTED  
 PC0834* NAVD 88     -      1876.7    (meters)    6157.     (feet)  VERTCON   
 PC0834  ___________________________________________________________________
 PC0834  LAPLACE CORR-          10.53  (seconds)                    DEFLEC99
 PC0834  GEOID HEIGHT-         -22.49  (meters)                     GEOID03
 PC0834  HORZ ORDER  -  FIRST
 PC0834
 PC0834.The horizontal coordinates were established by classical geodetic methods
 PC0834.and adjusted by the National Geodetic Survey in October 1991.
 PC0834
 PC0834.The NAVD 88 height was computed by applying the VERTCON shift value to
 PC0834.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PC0834
 PC0834.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC0834
 PC0834.The geoid height was determined by GEOID03.
 PC0834
 PC0834;                    North         East     Units Scale Factor Converg.
 PC0834;SPC OR S     -   167,753.606 1,340,285.774   MT  0.99989462   -1 20 37.7
 PC0834;SPC OR S     -   550,372.72  4,397,263.04   iFT  0.99989462   -1 20 37.7
 PC0834;UTM  10      - 4,778,719.799   543,559.657   MT  0.99962334   +0 21 59.5
 PC0834
 PC0834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC0834!SPC OR S     -   0.99970930  x   0.99989462  =   0.99960395
 PC0834!UTM  10      -   0.99970930  x   0.99962334  =   0.99933275
 PC0834
 PC0834:                Primary Azimuth Mark                     Grid Az
 PC0834:SPC OR S     -  UMPQUA HOT SPRINGS LOH                   031 54 13.7
 PC0834:UTM  10      -  UMPQUA HOT SPRINGS LOH                   030 11 36.5
 PC0834
 PC0834|---------------------------------------------------------------------|
 PC0834| PID    Reference Object                     Distance      Geod. Az  |
 PC0834|                                                           dddmmss.s |
 PC0834| PC0837 UMPQUA HOT SPRINGS LOH              APPROX.18.8 KM 0303336.0 |
 PC0834| CD9078 BLACK ECC AZ MK                                    0612504.7 |
 PC0834| CD9079 BLACK RM 1                            4.670 METERS 14811     |
 PC0834| CD9073 BLACK RM 1                                         14816     |
 PC0834| PC0826 RATTLESNAKE MTN LOT                 APPROX. 6.7 KM 1503621.2 |
 PC0834| PC0833 BLACK ROCK LOOKOUT HOUSE              5.739 METERS 20212     |
 PC0834| PC0832 BLACK                                 3.414 METERS 25351     |
 PC0834|---------------------------------------------------------------------|
 PC0834
 PC0834                          SUPERSEDED SURVEY CONTROL
 PC0834
 PC0834  NAD 83(1986)-  43 09 35.92635(N)    122 27 51.09527(W) AD(       ) 1
 PC0834  NAD 27      -  43 09 36.49000(N)    122 27 46.94200(W) AD(       ) 1
 PC0834  NGVD 29 (07/19/86) 1875.5    (m)         6153.     (f) VERT ANG    3  
 PC0834
 PC0834.Superseded values are not recommended for survey control.
 PC0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0834.See file dsdata.txt to determine how the superseded data were derived.
 PC0834
 PC0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN4356078720(NAD 83)
 PC0834_MARKER: DH = HORIZONTAL CONTROL DISK
 PC0834_SETTING: 66 = SET IN ROCK OUTCROP
 PC0834_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 PC0834_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PC0834+STABILITY: POSITION/ELEVATION WELL
 PC0834
 PC0834  HISTORY     - Date     Condition        Report By
 PC0834  HISTORY     - 1938     MONUMENTED       CGS
 PC0834  HISTORY     - 1953     SEE DESCRIPTION  CGS
 PC0834
 PC0834                          STATION DESCRIPTION
 PC0834
 PC0834'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (ACT)
 PC0834'STATION IS LOCATED ON BLACK ROCK (MOUNTAIN) IN THE UMPQUA
 PC0834'NATIONAL FOREST, ABOUT 4-1/2 MILES AIR LINE DUE S OF BIG CAMAS
 PC0834'RANGER STATION.  STATION IS 11 FEET E FROM TRIANGULATION
 PC0834'STATION BLACK.
 PC0834'
 PC0834'STATION IS MARKED BY A STANDARD DISK SET IN A LARGE BOULDER,
 PC0834'AS DESCRIBED IN NOTE 2, ABOUT 15 FEET N OF THE NE CORNER OF THE
 PC0834'LOOKOUT HOUSE AND 11 FEET E FROM TRIANGULATION STATION BLACK
 PC0834'ESTABLISHED IN 1904.  THE MARK IS STAMPED BLACK ECC. 1938.
 PC0834'
 PC0834'REFERENCE MARK NO.1 IS A COPPER BOLT SET IN A LARGE BOULDER
 PC0834'ABOUT 15 FEET SE OF STATION.  REFERENCE MARK NO.2 IS TRIANGULATION
 PC0834'STATION BLACK ABOUT 11 FEET W OF STATION STAMPED U.S.C. AND
 PC0834'G.S. V.A. 6164.
 PC0834'
 PC0834'AZIMUTH MARK IS A STANDARD DISK SET IN A LARGE BOULDER AS
 PC0834'DESCRIBED IN NOTE 12A, ON THE SECOND ROCKY PEAK 0.3 MILE NE OF
 PC0834'STATION, STAMPED BLACK ECC. 1938.
 PC0834'
 PC0834'STATION IS REACHED FROM CHEMULT ON U.S. HIGHWAY 97 BY GOING
 PC0834'S 10 MILES TO JUNCTION WITH STATE HIGHWAY 230.  TURN LEFT ON
 PC0834'STATE HIGHWAY 230 AND GO W FOR 15.0 MILES TO FORK.  KEEP RIGHT
 PC0834'FORK ON STATE HIGHWAY 230 FOR 3.5 MILES TO FORK.  THENCE RIGHT
 PC0834'FORK, GRAVEL ROAD, N, 0.35 MILE TO A SMALL STORE AT SE CORNER OF
 PC0834'DIAMOND LAKE.  CONTINUE N ON E SIDE OF LAKE 3.0 MILES TO DIAMOND
 PC0834'LAKE LODGE.  CONTINUE N ON CRESCENT LAKE ROAD 6.0 MILES TO FORK
 PC0834'AT SIGN BIG CAMAS R.S. 20 AND ANOTHER SIGN STATING THAT ROAD
 PC0834'TERMINATES AT BIG CAMAS RANGER STATION, 19 MILES DISTANT.
 PC0834'TAKE LEFT, STRAIGHT AHEAD FORK, AND FOLLOW W 18.0 MILES TO A
 PC0834'TRAIL TURNING SHARPLY TO LEFT, S, 0.15 MILE BEFORE REACHING
 PC0834'BIG CAMAS DISTRICT RANGER STATION.  TURN S ON THIS TRAIL AND
 PC0834'FOLLOW 0.25 MILE TO ITS END AT EVA CREEK AND END OF TRUCK
 PC0834'TRAVEL.  FOLLOW WELL GRADED TRAIL ADJACENT TO THE PHONE LINE
 PC0834'FOR 7.0 MILES TO A CAMPING PLACE AT SPRING IN A SADDLE, THENCE
 PC0834'TURN LEFT, NW, FOLLOWING SIGN TO LOOKOUT TOWER, ABOUT 1/2
 PC0834'MILE TO SUMMIT AND STATION.
 PC0834'
 PC0834'PACK ANIMALS CAN BE OBTAINED FROM THE BIG CAMAS RANGER
 PC0834'STATION.  4-HOUR PACK.
 PC0834
 PC0834                          STATION RECOVERY (1953)
 PC0834
 PC0834'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (HSC)
 PC0834'THE STATION WAS RECOVERED AS DESCRIBED BY A.C.T. IN 1938 AND ALL
 PC0834'MARKS WERE FOUND IN GOOD CONDITION AS DESCRIBED.  STATION BLACK
 PC0834'1903, USED AS A REFERENCE MARK IN 1938, WAS TOO CLOSE TO POINT
 PC0834'ON.  THE ORIGINAL DESCRIPTION IS ADEQUATE.
 PC0834'
 PC0834'HEIGHT OF STAND 46 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0868 ***********************************************************************
 NY0868  DESIGNATION -  BLACK HILLS
 NY0868  PID         -  NY0868
 NY0868  STATE/COUNTY-  OR/KLAMATH
 NY0868  USGS QUAD   -  SPODUE MOUNTAIN (1988)
 NY0868
 NY0868                         *CURRENT SURVEY CONTROL
 NY0868  ___________________________________________________________________
 NY0868* NAD 83(1994)-  42 35 35.01279(N)    121 16 08.72774(W)     ADJUSTED  
 NY0868* NAVD 88     -      1957.0    (meters)    6421.     (feet)  VERTCON   
 NY0868  ___________________________________________________________________
 NY0868  LAPLACE CORR-           4.64  (seconds)                    DEFLEC99
 NY0868  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 NY0868  HORZ ORDER  -  SECOND
 NY0868
 NY0868.The horizontal coordinates were established by classical geodetic methods
 NY0868.and adjusted by the National Geodetic Survey in June 1998.
 NY0868
 NY0868.The NAVD 88 height was computed by applying the VERTCON shift value to
 NY0868.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NY0868
 NY0868.The Laplace correction was computed from DEFLEC99 derived deflections.
 NY0868
 NY0868.The geoid height was determined by GEOID03.
 NY0868
 NY0868;                    North         East     Units Scale Factor Converg.
 NY0868;SPC OR S     -   103,196.630 1,436,879.682   MT  0.99994472   -0 31 34.2
 NY0868;SPC OR S     -   338,571.62  4,714,172.19   iFT  0.99994472   -0 31 34.2
 NY0868;UTM  10      - 4,717,078.327   642,012.863   MT  0.99984813   +1 10 17.9
 NY0868
 NY0868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NY0868!SPC OR S     -   0.99969659  x   0.99994472  =   0.99964132
 NY0868!UTM  10      -   0.99969659  x   0.99984813  =   0.99954476
 NY0868
 NY0868|---------------------------------------------------------------------|
 NY0868| PID    Reference Object                     Distance      Geod. Az  |
 NY0868|                                                           dddmmss.s |
 NY0868| CD6887 BLACK HILLS RM 3                     10.932 METERS 01331     |
 NY0868| CD6885 BLACK HILLS RM 1                      5.780 METERS 04939     |
 NY0868| NY0956 CALIMUS BUTTE LOOKOUT HOUSE         APPROX.24.2 KM 2801636.4 |
 NY0868| CD6886 BLACK HILLS RM 2                      5.045 METERS 28324     |
 NY0868| CD6884 BLACK HILLS AZ MK                                  3262423.1 |
 NY0868|---------------------------------------------------------------------|
 NY0868
 NY0868                          SUPERSEDED SURVEY CONTROL
 NY0868
 NY0868  NAD 83(1991)-  42 35 35.01279(N)    121 16 08.72774(W) AD(       ) 2
 NY0868  NAD 83(1986)-  42 35 35.01742(N)    121 16 08.73397(W) AD(       ) 2
 NY0868  NAD 27      -  42 35 35.49136(N)    121 16 04.73917(W) AD(       ) 2
 NY0868  NGVD 29 (07/19/86) 1955.7    (m)         6416.     (f) VERT ANG    3  
 NY0868
 NY0868.Superseded values are not recommended for survey control.
 NY0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0868.See file dsdata.txt to determine how the superseded data were derived.
 NY0868
 NY0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFN4201317078(NAD 83)
 NY0868_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NY0868_SETTING: 80 = SET IN A BOULDER
 NY0868_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 NY0868
 NY0868  HISTORY     - Date     Condition        Report By
 NY0868  HISTORY     - 1948     MONUMENTED       CGS
 NY0868  HISTORY     - 1953     SEE DESCRIPTION  CGS
 NY0868  HISTORY     - 1967     SEE DESCRIPTION  CGS
 NY0868
 NY0868                          STATION DESCRIPTION
 NY0868
 NY0868'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MTP)
 NY0868'THE STATION IS LOCATED ABOUT 15.5 MILES NORTHEAST OF SPRAGUE
 NY0868'RIVER, AND ABOUT 10.5 MILES NORTH OF BEATTY, ON THE HIGHEST POINT
 NY0868'AT THE WEST END OF THE BLACK HILLS, A SHORT HEAVILY TIMBERED RANGE
 NY0868'OF HILLS IN THE KLAMATH INDIAN RESERVATION.
 NY0868'
 NY0868'THE STATION MARK, STAMPED BLACK HILLS 1948, IS A STANDARD DISK
 NY0868'SET IN A 3 X 2-1/2 FOOT BOULDER WHICH PROJECTS 12 INCHES ABOVE THE
 NY0868'SURFACE OF THE GROUND.  IT IS 35-1/2 FEET SOUTH OF AN 18 INCH
 NY0868'FIR TREE, ABOUT 50 YARDS EAST OF A PROMINENT ROCK OUTCROP WHICH IS
 NY0868'THE HIGHEST POINT OF THE HILL, AND 10 FEET NORTHWEST OF THE CREST
 NY0868'OF THE HILL.  THE RIDGE IS FLAT TOPPED, ABOUT 20 YARDS WIDE, 80
 NY0868'YARDS LONG, AND ONLY A SLIGHT DIP BETWEEN THE HIGHEST POINT AND
 NY0868'THE RIDGE ON WHICH THE STATION IS PLACED.
 NY0868'
 NY0868'REFERENCE MARK NO. 1, STAMPED BLACK HILLS NO 1 1948, IS A
 NY0868'STANDARD DISK SET IN A 5 X 3-1/2 FOOT BOULDER WHICH PROJECTS 3
 NY0868'FEET ABOVE THE SURFACE OF THE GROUND.  IT IS SOUTH-SOUTHEAST OF AN
 NY0868'18 INCH FIR TREE WITH A TRIANGLE BLAZE, AND 8.2 FEET NORTHEAST OF
 NY0868'A 6 FOOT STUMP THAT HAS BEEN PARTLY BURNED AWAY.
 NY0868'
 NY0868'REFERENCE MARK NO. 2, STAMPED BLACK HILLS NO 2 1948, IS A
 NY0868'STANDARD DISK SET IN A 6 X 3 FOOT BOULDER WHICH PROJECTS 2 FEET
 NY0868'ABOVE THE SURFACE OF THE GROUND.  IT IS 24 FEET SOUTH-SOUTHEAST
 NY0868'OF AN 18 INCH FIR TREE, AND AT THE SAME ELEVATION AS THE STATION
 NY0868'MARK.
 NY0868'
 NY0868'AS NO AZIMUTH MARK WAS ESTABLISHED, STATION MILL WHICH IS ABOUT
 NY0868'6.0 MILES TO THE SOUTHEAST WILL BE USED.
 NY0868'
 NY0868'TO REACH THE STATION FROM BEATTY, GO NORTH ON GRADED ROAD AS PER
 NY0868'SIGN DAY SCHOOL FOR 4.8 MILES TO FORK.  KEEP RIGHT FORK AHEAD AND
 NY0868'GO NORTH ON THE MAIN TRAVELED ROAD FOR 6.4 MILES TO A FORK WITH
 NY0868'A TRIANGLE BLAZE ON A 20 INCH PINE TREE ON THE RIGHT.  TURN RIGHT,
 NY0868'EAST, AND GO ON MAIN LOGGING ROAD FOR 0.6 MILE TO THE END OF
 NY0868'TRUCK TRAVEL WITH AN ORDINARY TRUCK.  IF A JEEP OR OTHER FOUR
 NY0868'WHEEL DRIVE TRUCK IS USED THE END OF TRUCK TRAVEL IS 1.2 MILES
 NY0868'BEYOND THAT OF AN ORDINARY TRUCK ON THE LOGGING ROAD.  FROM
 NY0868'THE END OF TRUCK TRAVEL PACK EAST TO THE HIGHEST POINT OF THE
 NY0868'MOUNTAIN AND THE STATION SITE.
 NY0868
 NY0868                          STATION RECOVERY (1953)
 NY0868
 NY0868'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CTH)
 NY0868'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 NY0868'IN GOOD CONDITION.
 NY0868'
 NY0868'THE ORIGINAL DESCRIPTION IS COMPLETE AND ADEQUATE.
 NY0868'
 NY0868'THE STATION WAS NOT VISITED BY AN OBSERVING UNIT.
 NY0868
 NY0868                          STATION RECOVERY (1967)
 NY0868
 NY0868'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CAA)
 NY0868'DUE TO OBSTRUCTION, NOT FEASIBLE TO MEASURE BETWEEN REFERENCE MARKS.
 NY0868'
 NY0868'STATION MARK AND REFERENCE MARK 2 WERE RECOVERED AND FOUND TO BE
 NY0868'IN GOOD CONDITION.  REFERENCE MARK 1 WAS DESTROYED DURING THE
 NY0868'CONSTRUCTION OF LOOKOUT TOWER NOW AT STATION.  A DIFFERENCE IN
 NY0868'DISTANCE AND DIRECTION WAS FOUND TO REFERENCE 2, REFERENCE MARK 3
 NY0868'AND AZIMUTH MARK WERE ESTABLISHED AT THIS TIME.
 NY0868'
 NY0868'IT APPEARED THAT CARE WAS TAKEN TO PRESERVE MARKS DURING
 NY0868'CONSTRUCTION OF LOOKOUT TOWER, BUT IS POSSIBLE THEY MAY HAVE BEEN
 NY0868'BUMPED BY HEAVY EQUIPMENT.
 NY0868'
 NY0868'A NEW DESCRIPTION FOLLOWS--
 NY0868'
 NY0868'STATION IS LOCATED ABOUT 15-1/2 MILES NORTHEAST OF SPRAGUE RIVER,
 NY0868'ABOUT 10-1/2 MILES NORTH OF BEATTY AND JUST WEST OF THE SPODUE
 NY0868'MOUNTAIN LOOKOUT TOWER.
 NY0868'
 NY0868'TO REACH FROM THE POST OFFICE IN BEATTY, GO WEST FOR 0.05 MILE
 NY0868'TO CROSSROAD, TURN RIGHT AND GO NORTH ON PAVED ROAD FOR 4.8 MILES
 NY0868'TO END OF PAVEMENT, CONTINUE ON MAIN ROAD FOR 3.9 MILES TO FORK,
 NY0868'TAKE THE LEFT FORK AND CONTINUE NORTHERLY FOR 2.5 MILES TO FORK,
 NY0868'TAKE RIGHT FOR 0.6 MILE TO A SIDE ROAD LEFT AND SIGN POWER MEADOW
 NY0868'6, CONTINUE ON MAIN ROAD FOR 0.4 MILE TO A SIDE ROAD RIGHT AND
 NY0868'SIGN SPODUE L.O. 5 (TO REACH AZIMUTH MARK FROM THIS POINT,
 NY0868'CONTINUE NORTH FOR 0.9 MILE TO FORK AND SIGN GODOWA SPRINGS 2,
 NY0868'TAKE THE RIGHT FORK AND GO EASTERLY FOR 0.3 MILE TO MARK ON
 NY0868'RIGHT ABOUT 65 FEET SOUTH AND 15 FEET HIGHER THAN ROAD), TURN
 NY0868'RIGHT AND GO EASTERLY FOR 3.3 MILES TO FORK, TAKE THE
 NY0868'RIGHT FORK AND CONTINUE UPHILL FOR 1.5 MILES TO LOOKOUT TOWER
 NY0868'AND STATION.
 NY0868'
 NY0868'STATION MARK, A STANDARD DISK STAMPED BLACK HILLS 1948, IS SET
 NY0868'IN A DRILL HOLE IN TOP OF A 3 BY 3-1/2 FOOT BOULDER WHICH PROJECTS
 NY0868'12 INCHES.  THE MARK IS 9.5 FEET NORTH-NORTHWEST OF THE SOUTHWEST
 NY0868'LEG OF LOOKOUT TOWER, 9.5 FEET SOUTH-SOUTHWEST OF THE NORTHWEST
 NY0868'LEG OF LOOKOUT TOWER AND 3.5 FEET WEST OF THE WEST EDGE OF
 NY0868'LOOKOUT TOWER.
 NY0868'
 NY0868'REFERENCE MARK 2, A STANDARD DISK STAMPED BLACK HILLS NO 2 1948,
 NY0868'IS SET IN A DRILL HOLE IN THE TOP OF A 6 BY 3 FOOT BOULDER WHICH
 NY0868'PROJECTS 2 FEET AND ABOUT THE SAME ELEVATION AS THE STATION.  THE
 NY0868'MARK IS 20 FEET WEST OF THE NORTHWEST LEG OF LOOKOUT TOWER.
 NY0868'
 NY0868'REFERENCE MARK 3, A STANDARD DISK STAMPED BLACK HILLS 1948 NO 3
 NY0868'1967, IS SET IN THE TOP OF A 2 BY 3 FOOT BOULDER WHICH PROJECTS
 NY0868'3 INCHES AND ABOUT 5 FEET LOWER THAN THE STATION.  THE MARK IS
 NY0868'27 FEET NORTH OF THE NORTH WEST LEG OF LOOKOUT TOWER.
 NY0868'
 NY0868'AZIMUTH MARK, A STANDARD DISK STAMPED BLACK HILLS 1948 1967, IS
 NY0868'SET IN A DRILL HOLE IN THE TOP OF A BOULDER WHICH PROJECTS 2 FEET
 NY0868'ON THE NORTH SIDE AND 6 INCHES ON THE SOUTH SIDE.  THE MARK IS 65
 NY0868'FEET (SLOPE) SOUTH OF CENTER OF ROAD AND 5.9 FEET SOUTH OF
 NY0868'WITNESS POST.
 NY0868'
 NY0868'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NY0868'10-1/2 MILES NORTH OF BEATTY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0999 ***********************************************************************
 OA0999  DESIGNATION -  BLACK MOUND
 OA0999  PID         -  OA0999
 OA0999  STATE/COUNTY-  OR/CURRY
 OA0999  USGS QUAD   -  BROOKINGS (1986)
 OA0999
 OA0999                         *CURRENT SURVEY CONTROL
 OA0999  ___________________________________________________________________
 OA0999* NAD 83(1991)-  42 05 51.47198(N)    124 16 55.85608(W)     ADJUSTED  
 OA0999* NAVD 88     -       476.     (meters)    1562.     (feet)  SCALED    
 OA0999  ___________________________________________________________________
 OA0999  LAPLACE CORR-          11.60  (seconds)                    DEFLEC99
 OA0999  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 OA0999  HORZ ORDER  -  THIRD
 OA0999
 OA0999.The horizontal coordinates were established by classical geodetic methods
 OA0999.and adjusted by the National Geodetic Survey in October 1991.
 OA0999
 OA0999.The orthometric height was scaled from a topographic map.
 OA0999
 OA0999.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA0999
 OA0999.The geoid height was determined by GEOID03.
 OA0999
 OA0999;                    North         East     Units Scale Factor Converg.
 OA0999;SPC OR S     -    54,938.952 1,187,207.952   MT  1.00006766   -2 35 15.3
 OA0999;SPC OR S     -   180,245.91  3,895,039.21   iFT  1.00006766   -2 35 15.3
 OA0999;SPC CA 1     -   809,427.660 1,811,204.042   MT  1.00013808   -1 29 32.2
 OA0999;SPC CA 1     - 2,655,597.25  5,942,258.59   sFT  1.00013808   -1 29 32.2
 OA0999;UTM  10      - 4,661,411.573   393,974.275   MT  0.99973832   -0 51 34.7
 OA0999
 OA0999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA0999!SPC OR S     -   0.99992970  x   1.00006766  =   0.99999736
 OA0999!SPC CA 1     -   0.99992970  x   1.00013808  =   1.00006777
 OA0999!UTM  10      -   0.99992970  x   0.99973832  =   0.99966804
 OA0999
 OA0999:                Primary Azimuth Mark                     Grid Az
 OA0999:SPC OR S     -  RED MOUND RESET                          334 36 25.4
 OA0999:SPC CA 1     -  RED MOUND RESET                          333 30 42.3
 OA0999:UTM  10      -  RED MOUND RESET                          332 52 44.8
 OA0999
 OA0999|---------------------------------------------------------------------|
 OA0999| PID    Reference Object                     Distance      Geod. Az  |
 OA0999|                                                           dddmmss.s |
 OA0999| OA0976 RED MOUND RESET                     APPROX. 3.2 KM 3320110.1 |
 OA0999|---------------------------------------------------------------------|
 OA0999
 OA0999                          SUPERSEDED SURVEY CONTROL
 OA0999
 OA0999  NAD 83(1986)-  42 05 51.45982(N)    124 16 55.86094(W) AD(       ) 3
 OA0999  NAD 27      -  42 05 52.06900(N)    124 16 51.49200(W) AD(       ) 3
 OA0999
 OA0999.Superseded values are not recommended for survey control.
 OA0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0999.See file dsdata.txt to determine how the superseded data were derived.
 OA0999
 OA0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCM9397461412(NAD 83)
 OA0999
 OA0999  HISTORY     - Date     Condition        Report By
 OA0999  HISTORY     - 1872     MONUMENTED       CGS
 OA0999  HISTORY     - 1933     SEE DESCRIPTION  ORGS
 OA0999  HISTORY     - 1934     SEE DESCRIPTION  USFS
 OA0999
 OA0999                          STATION DESCRIPTION
 OA0999
 OA0999'DESCRIBED BY COAST AND GEODETIC SURVEY 1872 (AWC)
 OA0999'ON THE FIRST PROMINENT MOUNTAIN OF THE RANGE N OF THE CHETCO
 OA0999'RIVER, ABOUT 6 METERS S OF THE TRAIL THAT LEADS OVER THE MOUNTAIN
 OA0999'TOP.
 OA0999'
 OA0999'STATION IS MARKED 2 FEET UNDERGROUND BY A GLASS BOTTLE AND AT
 OA0999'THE SURFACE BY A DRILL HOLE FILLED WITH LEAD IN A ROUGH
 OA0999'STONE.  THERE ARE THREE REDWOOD STAKES, ONE EACH N, S AND E
 OA0999'(MAGNETIC).
 OA0999
 OA0999                          STATION RECOVERY (1933)
 OA0999
 OA0999'RECOVERY NOTE BY OREGON GEODETIC SURVEY 1933
 OA0999'STATION RECOVERED AS DESCRIBED.  MARKS IN GOOD CONDITION.  STATION
 OA0999'IS ABOUT 3.25 MILES AIR LINE N OF THE TOWN OF BROOKINGS, ABOUT
 OA0999'0.25 MILE E OF THE OLD ROAD N OF BROOKINGS, ON THE FIRST PROMINENT
 OA0999'MOUNTAIN OF THE RANGE N OF CHETCO RIVER.  AT THE TIME OF LOCATING
 OA0999'THE POINT, THERE WAS A TRAIL OVER THE MOUNTAIN TOP ABOUT 20 FEET
 OA0999'TO THE N OF THE STATION.
 OA0999
 OA0999                          STATION RECOVERY (1934)
 OA0999
 OA0999'RECOVERY NOTE BY US FOREST SERVICE 1934
 OA0999'ABOUT 3.25 MILES AIRLINE NORTH OF BROOKINGS, ABOUT .25 MILE EAST
 OA0999'OF OLD ROAD NORTH OF BROOKINGS, ON FIRST PROMINENT MOUNTAIN OF
 OA0999'RANGE NORTH OF CHETCO RIVER.  AT TIME OF ORIGINAL INSTALLATION,
 OA0999'THERE WAS TRAIL OVER MOUNTAIN TOP ABOUT 20 FEET NORTH OF
 OA0999'STATION.  STATION ORIGINALLY MARKED WITH DRILL-HOLE IN ROUGH
 OA0999'STONE, FILLED WITH LEAD.  UNDERGROUND MARK WAS BOTTLE SET 2 FEET
 OA0999'BELOW SURFACE.  IN 1934 ENGINEER OF U.S. FOREST SERVICE
 OA0999'REPLACED ORIGINAL MARK WITH STANDARD DISK IN CONCRETE POST 2
 OA0999'FEET DEEP.  UNDERGROUND MARK CONSISTING OF DISK IN
 OA0999'SMALLER CONCRETE POST WAS CENTERED UNDER SURFACE MARK.
 OA0999'CHARACTER OF STAMPING NOT REPORTED.  STATION ROBERTS IS DISTANT
 OA0999'122.3 FEET IN APPROXIMATE AZIMUTH 219 DEGREES.  STATION
 OA0999'ROBERTS REFERENCE MARK IS DISTANT 94 FEET IN APPROXIMATE
 OA0999'AZIMUTH 234 DEGREES.  FOR ADDITIONAL INFORMATION ABOUT
 OA0999'LOCALITY, SEE UNDER STATION ROBERTS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA1336 ***********************************************************************
 RA1336  DESIGNATION -  BLACK MOUNTAIN
 RA1336  PID         -  RA1336
 RA1336  STATE/COUNTY-  OR/WALLOWA
 RA1336  USGS QUAD   -  SQUIRREL PRAIRIE (1995)
 RA1336
 RA1336                         *CURRENT SURVEY CONTROL
 RA1336  ___________________________________________________________________
 RA1336* NAD 83(1991)-  45 22 04.10273(N)    116 41 13.47907(W)     ADJUSTED  
 RA1336* NAVD 88     -      2092.8    (meters)    6866.     (feet)  VERTCON   
 RA1336  ___________________________________________________________________
 RA1336  LAPLACE CORR-          -3.20  (seconds)                    DEFLEC99
 RA1336  GEOID HEIGHT-         -15.43  (meters)                     GEOID03
 RA1336  HORZ ORDER  -  FIRST
 RA1336
 RA1336.The horizontal coordinates were established by classical geodetic methods
 RA1336.and adjusted by the National Geodetic Survey in October 1991.
 RA1336
 RA1336.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1336.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1336
 RA1336.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1336
 RA1336.The geoid height was determined by GEOID03.
 RA1336
 RA1336;                    North         East     Units Scale Factor Converg.
 RA1336;SPC OR N     -   196,080.402 2,798,566.656   MT  0.99990061   +2 42 14.7
 RA1336;SPC OR N     -   643,308.41  9,181,649.13   iFT  0.99990061   +2 42 14.7
 RA1336;SPC ID W     -   411,606.926   726,593.574   MT  0.99999956   -0 40 00.8
 RA1336;SPC ID W     - 1,350,413.72  2,383,832.42   sFT  0.99999956   -0 40 00.8
 RA1336;UTM  11      - 5,023,857.961   524,504.775   MT  0.99960738   +0 13 21.7
 RA1336
 RA1336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1336!SPC OR N     -   0.99967442  x   0.99990061  =   0.99957506
 RA1336!SPC ID W     -   0.99967442  x   0.99999956  =   0.99967398
 RA1336!UTM  11      -   0.99967442  x   0.99960738  =   0.99928193
 RA1336
 RA1336:                Primary Azimuth Mark                     Grid Az
 RA1336:SPC OR N     -  BEAR MOUNTAIN CAIRN                      244 01 07.1
 RA1336:SPC ID W     -  BEAR MOUNTAIN CAIRN                      247 23 22.6
 RA1336:UTM  11      -  BEAR MOUNTAIN CAIRN                      246 30 00.1
 RA1336
 RA1336|---------------------------------------------------------------------|
 RA1336| PID    Reference Object                     Distance      Geod. Az  |
 RA1336|                                                           dddmmss.s |
 RA1336| RA1337 BEAR MOUNTAIN CAIRN                 APPROX. 1.0 KM 2464321.8 |
 RA1336| CH6468 BLACK MOUNTAIN AZ MK                               2465042.3 |
 RA1336| CH6470 BLACK MOUNTAIN RM 2                   5.148 METERS 29043     |
 RA1336| CH6469 BLACK MOUNTAIN RM 1                                35933     |
 RA1336|---------------------------------------------------------------------|
 RA1336
 RA1336                          SUPERSEDED SURVEY CONTROL
 RA1336
 RA1336  NAD 83(1986)-  45 22 04.10392(N)    116 41 13.47687(W) AD(       ) 1
 RA1336  NAD 27      -  45 22 04.52523(N)    116 41 09.95673(W) AD(       ) 1
 RA1336  NGVD 29 (07/19/86) 2091.6    (m)         6862.     (f) VERT ANG    3  
 RA1336
 RA1336.Superseded values are not recommended for survey control.
 RA1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1336.See file dsdata.txt to determine how the superseded data were derived.
 RA1336
 RA1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL2450523858(NAD 83)
 RA1336_MARKER: Z = SEE DESCRIPTION
 RA1336_SETTING: 0 = UNSPECIFIED SETTING
 RA1336
 RA1336  HISTORY     - Date     Condition        Report By
 RA1336  HISTORY     - 1945     MONUMENTED       CGS
 RA1336
 RA1336                          STATION DESCRIPTION
 RA1336
 RA1336'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JTJ)
 RA1336'THE STATION IS LOCATED 5 MILES S AND 1 MILE W ACROSS THE SADDLE
 RA1336'CREEK CANYON FROM HAT POINT LOOKOUT, AND ABOUT 5 MILES NNE FROM
 RA1336'LOOKOUT MOUNTAIN.  IT IS ON A SPUR RIDGE BETWEEN FREEZEOUT CREEK
 RA1336'AND THE SNAKE RIVER, ABOUT 2 MILES W OF THE SNAKE RIVER, AND 1
 RA1336'MILE N OF BEAR MOUNTAIN.
 RA1336'
 RA1336'THE STATION MARK IS A BRONZE STATION DISK STAMPED BLACK MTN 1945
 RA1336'AND SET IN OUTCROP PROJECTING ABOUT 4 INCHES.  IT IS 35 FEET S OF
 RA1336'THE S EDGE OF THE TIMBER, 10 FEET N OF THE S EDGE OF THE OUTCROP,
 RA1336'8 FEET NE OF A SMALL CREVICE IN THE ROCK, AND ON THE HIGHEST PART
 RA1336'OF THE MOUNTAIN.
 RA1336'
 RA1336'NO UNDERGROUND MARK WAS SET.
 RA1336'
 RA1336'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK STAMPED BLACK MTN NO
 RA1336'1 1945 IN OUTCROP PROJECTING 18 INCHES.  IT IS 5 FEET S OF THE S
 RA1336'EDGE OF THE TIMBER, ON THE N EDGE OF THE OUTCROP, AND THE SAME
 RA1336'ELEVATION AS THE STATION.
 RA1336'
 RA1336'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK STAMPED BLACK MTN NO
 RA1336'2 1945 SET IN OUTCROP PROJECTING 8 INCHES.  IT IS 11 FEET E OF A
 RA1336'SMALL BUSH AND THE SAME ELEVATION AS THE STATION.
 RA1336'
 RA1336'THE AZIMUTH MARK IS A STANDARD U.S. GEOLOGICAL SURVEY DISK AND
 RA1336'IS UNSTAMPED.  IT IS SET IN AN 18- BY 24-INCH BOULDER PROJECTING
 RA1336'ABOUT 10 INCHES, 16 FEET SW OF THE HIGHEST PART OF THE HILL, AND
 RA1336'9 FEET W OF A CAIRN.
 RA1336'
 RA1336'THE MARK IS LOCATED 1 MILE S OF THE STATION, ON BEAR MOUNTAIN,
 RA1336'WHICH IS ABOUT 50 FEET HIGHER THAN BLACK MOUNTAIN.
 RA1336'
 RA1336'TO REACH THE STATION FROM IMNAHA, GO ON THE ROAD UP HILL TOWARD
 RA1336'HAT POINT FOR 18 MILES AND THE END OF TRUCK TRAVEL.  GO RIGHT ON
 RA1336'THE SUMMIT TRAIL LEADING S TOWARD LOOKOUT MOUNTAIN TO MILEPOST 14
 RA1336'AND TWO CORRALS MADE OF POLES, BEAR LEFT, NE, AND FOLLOW THE TRAIL
 RA1336'ALONG THE CREST OF THE SPUR RIDGE TO BEAR MOUNTAIN AND THE END OF
 RA1336'THE TRAIL.  FOLLOW THE RIDGE N DOWNHILL FOR ABOUT 1 MILE TO THE
 RA1336'TOP OF BLACK MOUNTAIN AND THE STATION AS DESCRIBED ABOVE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0883 ***********************************************************************
 QC0883  DESIGNATION -  BLACK MTN
 QC0883  PID         -  QC0883
 QC0883  STATE/COUNTY-  OR/BAKER
 QC0883  USGS QUAD   -  PHILLIPS LAKE (1984)
 QC0883
 QC0883                         *CURRENT SURVEY CONTROL
 QC0883  ___________________________________________________________________
 QC0883* NAD 83(1991)-  44 37 51.74879(N)    118 00 11.98775(W)     ADJUSTED  
 QC0883* NAVD 88     -      2026.8    (meters)    6650.     (feet)  VERTCON   
 QC0883  ___________________________________________________________________
 QC0883  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 QC0883  GEOID HEIGHT-         -17.01  (meters)                     GEOID03
 QC0883  HORZ ORDER  -  FIRST
 QC0883
 QC0883.The horizontal coordinates were established by classical geodetic methods
 QC0883.and adjusted by the National Geodetic Survey in October 1991.
 QC0883
 QC0883.The NAVD 88 height was computed by applying the VERTCON shift value to
 QC0883.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QC0883
 QC0883.The Laplace correction was computed from DEFLEC99 derived deflections.
 QC0883
 QC0883.The geoid height was determined by GEOID03.
 QC0883
 QC0883;                    North         East     Units Scale Factor Converg.
 QC0883;SPC OR N     -   110,224.106 2,698,070.064   MT  0.99993833   +1 46 14.2
 QC0883;SPC OR N     -   361,627.64  8,851,935.91   iFT  0.99993833   +1 46 14.2
 QC0883;UTM  11      - 4,942,454.660   420,416.335   MT  0.99967788   -0 42 17.7
 QC0883
 QC0883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QC0883!SPC OR N     -   0.99968497  x   0.99993833  =   0.99962332
 QC0883!UTM  11      -   0.99968497  x   0.99967788  =   0.99936295
 QC0883
 QC0883|---------------------------------------------------------------------|
 QC0883| PID    Reference Object                     Distance      Geod. Az  |
 QC0883|                                                           dddmmss.s |
 QC0883| CD6889 BLACK MTN RM 1                       14.541 METERS 02831     |
 QC0883| QB1253 DOOLEY MOUNTAIN LOOKOUT HOUSE       APPROX.10.8 KM 1255740.8 |
 QC0883| CD6888 BLACK MTN AZ MK                                    1505510.6 |
 QC0883| CD6890 BLACK MTN RM 2                       11.166 METERS 20300     |
 QC0883| QC0888 IRELAND MOUNTAIN LOOKOUT HOUSE      APPROX.34.0 KM 3122510.0 |
 QC0883|---------------------------------------------------------------------|
 QC0883
 QC0883                          SUPERSEDED SURVEY CONTROL
 QC0883
 QC0883  NAD 83(1986)-  44 37 51.74968(N)    118 00 11.97775(W) AD(       ) 1
 QC0883  NAD 27      -  44 37 52.17925(N)    118 00 08.18988(W) AD(       ) 1
 QC0883  NGVD 29 (07/19/86) 2025.6    (m)         6646.     (f) VERT ANG    3  
 QC0883
 QC0883.Superseded values are not recommended for survey control.
 QC0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0883.See file dsdata.txt to determine how the superseded data were derived.
 QC0883
 QC0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK2041642455(NAD 83)
 QC0883_MARKER: Z = SEE DESCRIPTION
 QC0883_SETTING: 0 = UNSPECIFIED SETTING
 QC0883
 QC0883  HISTORY     - Date     Condition        Report By
 QC0883  HISTORY     - 1946     MONUMENTED       USGS
 QC0883  HISTORY     - 1968     SEE DESCRIPTION  USGS
 QC0883
 QC0883                          STATION DESCRIPTION
 QC0883
 QC0883'DESCRIBED BY US GEOLOGICAL SURVEY 1946 (DHK)
 QC0883'STATION IS ON BLACK MOUNTAIN, A HIGH BLACK PEAK ABOUT 13 MILES
 QC0883'AIR-LINE SOUTHWEST OF BAKER, ABOUT 13 MILES SOUTHEAST OF SUMPTER,
 QC0883'ON THE HIGHEST POINT IN THE VICINITY.  STATION MARK IS A BRONZE
 QC0883'U.S. GEOLOGICAL SURVEY BENCH MARK SET IN BEDROCK 10 INCHES BELOW
 QC0883'GROUND LEVEL.  THE MARK IS NOT STAMPED.
 QC0883'
 QC0883'REFERENCE MARK NO. 1, A STANDARD BRONZE DISK STAMPED--BLACK MTN
 QC0883'NO 1 1946, IS ABOUT 3 FEET LOWER THAN STATION AND 6 FEET EAST OF
 QC0883'EDGE OF RIM.
 QC0883'
 QC0883'REFERENCE MARK NO. 2, A BRONZE DISK STAMPED--BLACK MTN NO 2 1946,
 QC0883'IS SET IN BEDROCK ON POINT OF RIM ABOUT 8 FEET LOWER THAN STATION.
 QC0883'
 QC0883'THE AZIMUTH MARK, A BRONZE DISK STAMPED--BLACK MTN 1946, IS SET
 QC0883'IN BEDROCK OUTCROP ON THE PROMINENT KNOLL SOUTH OF STATION.  MARK
 QC0883'IS ON CREST OF RIDGE 40 FEET NORTH OF THE HIGHEST POINT.
 QC0883'
 QC0883'TO REACH STATION FROM BAKER GO SOUTH FROM THE POST OFFICE ON
 QC0883'ROUTE 7, 9.5 MILES TO JUNCTION AT SIGNS SUMPTER 20 GRANITE 35.  TURN
 QC0883'RIGHT AND FOLLOW MAIN GRAVEL ROAD 2.6 MILES TO ROAD LEFT.  TURN
 QC0883'LEFT, CROSS POWDER RIVER AND RAILROAD TRACKS AND GO 1.3 MILES TO
 QC0883'FORK.  TURN RIGHT AND GO 3.1 MILES TO A ROAD RIGHT AT SIGN BLACK
 QC0883'MTN ROAD.  CONTINUE STRAIGHT AHEAD 1.3 MILES TO SIGNS
 QC0883'HUCKLEBERRY 19 DOOLEY L.O.7 HEREFORD 11.  CONTINUE STRAIGHT
 QC0883'AHEAD 0.2 MILE TO FORK.  TURN RIGHT AND GO 2.55 MILES TO A
 QC0883'TRIANGULAR BLAZED TELEPHONE POLE ON RIGHT.  LEAVE ROAD TURN RIGHT,
 QC0883'PASS THROUGH GATE AND BEAR LEFT TO TOP OF SMALL KNOLL.  BEAR
 QC0883'RIGHT, CROSS DRAW TO MIDDLE RIDGE OF THREE.  TURN LEFT AND
 QC0883'FOLLOW RIDGE APPROXIMATELY 1.0 MILE TO HIGHEST POINT AND
 QC0883'STATION SITE.
 QC0883
 QC0883                          STATION RECOVERY (1968)
 QC0883
 QC0883'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 QC0883'TO REACH FROM BAKER GO SOUTH FROM THE POST OFFICE ON ROUTE 7, 9.5
 QC0883'MILES TO THE JUNCTION.
 QC0883'
 QC0883'STATION RECOVERED.  ALL OTHER MARKS RECOVERED AS DESCRIBED EXCEPT
 QC0883'AS FOLLOWS--
 QC0883'
 QC0883'REFERENCE MARK 1 LIES 14.541 METERS (47.70 FEET) FROM AND 5.4
 QC0883'FEET BELOW THE STATION MARK.
 QC0883'
 QC0883'REFERENCE MARK 2 LIES 11.166 METERS (36.63 FEET) FROM AND 10.0
 QC0883'FEET BELOW THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1362 ***********************************************************************
 QD1362  DESIGNATION -  BLACK MTN
 QD1362  PID         -  QD1362
 QD1362  STATE/COUNTY-  OR/CROOK
 QD1362  USGS QUAD   -  PETERSON POINT (1992)
 QD1362
 QD1362                         *CURRENT SURVEY CONTROL
 QD1362  ___________________________________________________________________
 QD1362* NAD 83(1991)-  44 22 44.41702(N)    120 05 55.35664(W)     ADJUSTED  
 QD1362* NAVD 88     -      1621.5    (meters)    5320.     (feet)  VERTCON   
 QD1362  ___________________________________________________________________
 QD1362  LAPLACE CORR-           4.12  (seconds)                    DEFLEC99
 QD1362  GEOID HEIGHT-         -19.03  (meters)                     GEOID03
 QD1362  HORZ ORDER  -  THIRD
 QD1362
 QD1362.The horizontal coordinates were established by classical geodetic methods
 QD1362.and adjusted by the National Geodetic Survey in October 1991.
 QD1362
 QD1362.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1362.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1362
 QD1362.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1362
 QD1362.The geoid height was determined by GEOID03.
 QD1362
 QD1362;                    North         East     Units Scale Factor Converg.
 QD1362;SPC OR S     -   301,396.119 1,531,984.002   MT  1.00011849   +0 16 28.3
 QD1362;SPC OR S     -   988,832.41  5,026,194.23   iFT  1.00011849   +0 16 28.3
 QD1362;UTM  10      - 4,918,063.958   731,124.779   MT  1.00025699   +2 01 48.2
 QD1362
 QD1362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1362!SPC OR S     -   0.99974879  x   1.00011849  =   0.99986725
 QD1362!UTM  10      -   0.99974879  x   1.00025699  =   1.00000572
 QD1362
 QD1362|---------------------------------------------------------------------|
 QD1362| PID    Reference Object                     Distance      Geod. Az  |
 QD1362|                                                           dddmmss.s |
 QD1362| QD1375 BLACK MTN RM 2                       37.414 METERS 07957     |
 QD1362| QD1376 42 KK                               111.389 METERS 13221     |
 QD1362| QD1374 BLACK MTN RM 1                       33.498 METERS 34713     |
 QD1362|---------------------------------------------------------------------|
 QD1362
 QD1362                          SUPERSEDED SURVEY CONTROL
 QD1362
 QD1362  NAD 83(1986)-  44 22 44.42994(N)    120 05 55.36855(W) AD(       ) 3
 QD1362  NGVD 29 (09/20/87) 1620.3    (m)         5316.     (f) H LEVEL     3  
 QD1362
 QD1362.Superseded values are not recommended for survey control.
 QD1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1362.See file dsdata.txt to determine how the superseded data were derived.
 QD1362
 QD1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGQ3112518064(NAD 83)
 QD1362_MARKER: DD = SURVEY DISK
 QD1362_SETTING: 80 = SET IN A BOULDER
 QD1362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD1362+STABILITY: SURFACE MOTION
 QD1362
 QD1362  HISTORY     - Date     Condition        Report By
 QD1362  HISTORY     - 1963     MONUMENTED       USGS
 QD1362
 QD1362                          STATION DESCRIPTION
 QD1362
 QD1362'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 QD1362'LOCATED ABOUT 18 MI NNW. OF PAULINA, 13 MI S. OF MITCHELL.  ON
 QD1362'SMALL, FLAT TOP THAT IS BARE ON SUMMIT BUT WITH PONDEROSA-COVERED
 QD1362'SLOPES, LOCALLY KNOWN AS BLACK MTN.
 QD1362'
 QD1362'TO REACH FROM MITCHELL POST OFFICE, DRIVE 0.25 MI E. ALONG
 QD1362'BUSINESS LOOP OF HWY. 26 TO JCT. WITH U.S. HWY. 26.  GO 0.2 MI E.
 QD1362'ALONG HWY. TO JCT. WITH BIG SUMMIT PRAIRIE RD.  TURN RIGHT AND GO
 QD1362'13.4 MI SSW. ALONG GRAVEL RD. TO SCOTTS FOREST CAMP.  TURN LEFT
 QD1362'AND GO 3.8 MI ON FOREST RD. 1337A TO JCT. WITH FOREST RD. 1337.
 QD1362'GO 2.1 MI S. ALONG FOREST RD. 1337 TO JCT. WITH FOREST RD. 1240.
 QD1362'TURN LEFT AND GO 2.4 MI ALONG FOREST RD. 1240 TO JCT. WITH DIM
 QD1362'RD.  TURN LEFT ON DIM RD. AND GO 0.3 MI N.  STATION SITE CAN BE
 QD1362'REACHED BY FOLLOWING CAT TRAIL LEADING NE. AND UP SLOPE 0.3 MI TO
 QD1362'SUMMIT.
 QD1362'
 QD1362'STATION MARK--STANDARD TABLET STAMPED---BLACK MTN 1963---, CEMENTED
 QD1362'IN BOULDER FLUSH WITH GROUND.
 QD1362'
 QD1362'RM 1--STANDARD RM TABLET STAMPED---NO 1 1963---, CEMENTED IN
 QD1362'BOULDER.
 QD1362'
 QD1362'RM 2--STANDARD RM TABLET STAMPED---NO 2 1963---, CEMENTED IN
 QD1362'BOULDER.
 QD1362'
 QD1362'BM 42 KK--STANDARD BM TABLET STAMPED---42 KK 1947 5307---, IN
 QD1362'CONCRETE POST (ELEVATION, 5306.431 THIRD ORDER SPIRIT LEVELING,
 QD1362'1947).
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1002 ***********************************************************************
 OA1002  DESIGNATION -  BLACK POINT
 OA1002  PID         -  OA1002
 OA1002  STATE/COUNTY-  OR/CURRY
 OA1002  USGS QUAD   -  BROOKINGS (1986)
 OA1002
 OA1002                         *CURRENT SURVEY CONTROL
 OA1002  ___________________________________________________________________
 OA1002* NAD 83(1991)-  42 05 17.42975(N)    124 20 05.75633(W)     ADJUSTED  
 OA1002* NAVD 88     -        50.     (meters)     164.     (feet)  SCALED    
 OA1002  ___________________________________________________________________
 OA1002  LAPLACE CORR-          12.88  (seconds)                    DEFLEC99
 OA1002  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 OA1002  HORZ ORDER  -  THIRD
 OA1002
 OA1002.The horizontal coordinates were established by classical geodetic methods
 OA1002.and adjusted by the National Geodetic Survey in October 1991.
 OA1002
 OA1002.The orthometric height was scaled from a topographic map.
 OA1002
 OA1002.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1002
 OA1002.The geoid height was determined by GEOID03.
 OA1002
 OA1002;                    North         East     Units Scale Factor Converg.
 OA1002;SPC OR S     -    54,088.026 1,182,800.389   MT  1.00007072   -2 37 25.2
 OA1002;SPC OR S     -   177,454.15  3,880,578.70   iFT  1.00007072   -2 37 25.2
 OA1002;SPC CA 1     -   808,492.514 1,806,813.268   MT  1.00013444   -1 31 36.4
 OA1002;SPC CA 1     - 2,652,529.19  5,927,853.20   sFT  1.00013444   -1 31 36.4
 OA1002;UTM  10      - 4,660,428.418   389,595.806   MT  0.99974998   -0 53 41.5
 OA1002
 OA1002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1002!SPC OR S     -   0.99999656  x   1.00007072  =   1.00006728
 OA1002!SPC CA 1     -   0.99999656  x   1.00013444  =   1.00013100
 OA1002!UTM  10      -   0.99999656  x   0.99974998  =   0.99974655
 OA1002
 OA1002:                Primary Azimuth Mark                     Grid Az
 OA1002:SPC OR S     -  SANDY POINT                              330 02 21.5
 OA1002:SPC CA 1     -  SANDY POINT                              328 56 32.7
 OA1002:UTM  10      -  SANDY POINT                              328 18 37.8
 OA1002
 OA1002|---------------------------------------------------------------------|
 OA1002| PID    Reference Object                     Distance      Geod. Az  |
 OA1002|                                                           dddmmss.s |
 OA1002| OA0996 SANDY POINT                         APPROX. 0.6 KM 3272456.3 |
 OA1002|---------------------------------------------------------------------|
 OA1002
 OA1002                          SUPERSEDED SURVEY CONTROL
 OA1002
 OA1002  NAD 83(1986)-  42 05 17.41799(N)    124 20 05.75797(W) AD(       ) 3
 OA1002  NAD 27      -  42 05 18.03000(N)    124 20 01.38000(W) AD(       ) 3
 OA1002
 OA1002.Superseded values are not recommended for survey control.
 OA1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1002.See file dsdata.txt to determine how the superseded data were derived.
 OA1002
 OA1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCM8959660428(NAD 83)
 OA1002
 OA1002  HISTORY     - Date     Condition        Report By
 OA1002  HISTORY     - 1871     MONUMENTED       CGS
 OA1002  HISTORY     - 1934     SEE DESCRIPTION  ORGS
 OA1002
 OA1002                          STATION DESCRIPTION
 OA1002
 OA1002'DESCRIBED BY COAST AND GEODETIC SURVEY 1871 (AWC)
 OA1002'ON A LOW POINT COVERED WITH BLACK BUSHES, NEAR THE BLUFF AND ABOUT
 OA1002'190 FEET ABOVE SEA LEVEL.
 OA1002'
 OA1002'THE STATION IS MARKED BY A BOTTLE BURIED 3 FEET BELOW THE
 OA1002'SURFACE, AND AT THE SURFACE THERE ARE THREE STUBS WITH A COPPER
 OA1002'TACK IN THE TOP OF EACH, DISTANT 3 FEET AND BEARING N, S AND E
 OA1002'(MAGNETIC).
 OA1002
 OA1002                          STATION RECOVERY (1934)
 OA1002
 OA1002'RECOVERY NOTE BY OREGON GEODETIC SURVEY 1934
 OA1002'RECOVERED AS DESCRIBED.  MARK IN GOOD CONDITION.  STATION IS ABOUT
 OA1002'4 MILES AIR LINE NW OF THE TOWN OF BROOKINGS, AND 1 MILE S OF THE
 OA1002'SOUTHERN EDGE OF CAPE FERRELO, ABOUT 200 FEET IN FROM THE OCEAN
 OA1002'AT THE TOP OF THE BLUFF.  IT IS ABOUT 190 FEET ABOVE SEA
 OA1002'LEVEL.  THIS SMALL AND NOT VERY PRONOUNCED POINT HAS A STRAIGHT
 OA1002'SEAWARD FACE RUNNING N AND W ABOUT 600 FEET LONG.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0244 ***********************************************************************
 NX0244  DESIGNATION -  BLACKIE
 NX0244  PID         -  NX0244
 NX0244  STATE/COUNTY-  OR/HARNEY
 NX0244  USGS QUAD   -  CHICKEN SPRING (1981)
 NX0244
 NX0244                         *CURRENT SURVEY CONTROL
 NX0244  ___________________________________________________________________
 NX0244* NAD 83(1991)-  42 01 39.29110(N)    118 13 36.91350(W)     ADJUSTED  
 NX0244* NAVD 88     -      2501.6    (meters)    8207.     (feet)  VERTCON   
 NX0244  ___________________________________________________________________
 NX0244  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 NX0244  GEOID HEIGHT-         -18.92  (meters)                     GEOID03
 NX0244  HORZ ORDER  -  SECOND
 NX0244
 NX0244.The horizontal coordinates were established by classical geodetic methods
 NX0244.and adjusted by the National Geodetic Survey in October 1991.
 NX0244
 NX0244.The NAVD 88 height was computed by applying the VERTCON shift value to
 NX0244.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NX0244
 NX0244.The Laplace correction was computed from DEFLEC99 derived deflections.
 NX0244
 NX0244.The geoid height was determined by GEOID03.
 NX0244
 NX0244;                    North         East     Units Scale Factor Converg.
 NX0244;SPC OR S     -    42,647.990 1,688,239.039   MT  1.00009097   +1 33 18.4
 NX0244;SPC OR S     -   139,921.23  5,538,841.99   iFT  1.00009097   +1 33 18.4
 NX0244;SPC NV W     - 4,807,822.726   829,513.395   MT  0.99991071   +0 14 19.0
 NX0244;SPC NV W     -15,773,665.06  2,721,495.20   sFT  0.99991071   +0 14 19.0
 NX0244;UTM  11      - 4,653,566.613   398,432.440   MT  0.99972694   -0 49 17.3
 NX0244
 NX0244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NX0244!SPC OR S     -   0.99961077  x   1.00009097  =   0.99970171
 NX0244!SPC NV W     -   0.99961077  x   0.99991071  =   0.99952152
 NX0244!UTM  11      -   0.99961077  x   0.99972694  =   0.99933782
 NX0244
 NX0244|---------------------------------------------------------------------|
 NX0244| PID    Reference Object                     Distance      Geod. Az  |
 NX0244|                                                           dddmmss.s |
 NX0244| CD6897 BLACKIE RM 1                          8.595 METERS 04740     |
 NX0244| CD6898 BLACKIE RM 2                         10.412 METERS 17014     |
 NX0244| CD6896 BLACKIE AZ MK                                      2794117.4 |
 NX0244|---------------------------------------------------------------------|
 NX0244
 NX0244                          SUPERSEDED SURVEY CONTROL
 NX0244
 NX0244  NAD 83(1986)-  42 01 39.29774(N)    118 13 36.91258(W) AD(       ) 2
 NX0244  NAD 27      -  42 01 39.67100(N)    118 13 33.34600(W) AD(       ) 2
 NX0244  NGVD 29 (07/19/86) 2500.2    (m)         8203.     (f) VERT ANG    3  
 NX0244
 NX0244.Superseded values are not recommended for survey control.
 NX0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NX0244.See file dsdata.txt to determine how the superseded data were derived.
 NX0244
 NX0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG9843253567(NAD 83)
 NX0244_MARKER: DS = TRIANGULATION STATION DISK
 NX0244_SETTING: 66 = SET IN ROCK OUTCROP
 NX0244
 NX0244  HISTORY     - Date     Condition        Report By
 NX0244  HISTORY     - 1956     MONUMENTED       CGS
 NX0244
 NX0244                          STATION DESCRIPTION
 NX0244
 NX0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 NX0244'THE STATION IS LOCATED ON THE TOP OF A KNOLL ON THE EAST RIM OF A
 NX0244'PROMINENT TABLELAND KNOWN AS TROUT CREEK RANGE.  IT IS ABOUT 28
 NX0244'MILES (AIR LINE) WEST OF MC DERMITT, NEVADA, 18 MILES EAST OF
 NX0244'DENIO, AND 2 MILES NORTH OF THE OREGON-NEVADA STATE LINE.
 NX0244'
 NX0244'TO REACH THE STATION FROM THE POST OFFICE IN DENIO, GO NORTH
 NX0244'ON A GRAVEL ROAD FOR 7.7 MILES TO A FORK, JUST SOUTH OF A SCHOOL
 NX0244'HOUSE.  TAKE THE RIGHT FORK AND GO IN AN EASTERLY DIRECTION FOR
 NX0244'3.1 MILES TO A Y FORK.  TAKE THE LEFT FORK (NORTHERLY) AND GO
 NX0244'1.2 MILES (AS PER SIGN WHITE HORSE RANCH 24 MILES) TO A
 NX0244'CROSSROAD.  TURN RIGHT (NORTHEAST) AND GO 0.6 MILE TO A
 NX0244'CROSSROAD.  KEEP STRAIGHT AHEAD AND GO 0.4 MILE TO A
 NX0244'CROSSROAD.  KEEP STRAIGHT AHEAD AND GO 1.9 MILES TO A FORK.
 NX0244'TAKE THE LEFT FORK AND GO 0.2 MILE TO A T-ROAD INTERSECTION.
 NX0244'TURN RIGHT (EASTERLY) AND FOLLOW THE MAIN TRAVELED ROAD FOR
 NX0244'7.4 MILES TO A FORK.  TAKE THE RIGHT FORK AND GO 0.05 MILE TO A
 NX0244'FORK.  TAKE THE LEFT FORK AND GO 0.6 MILE TO A GATE.  PASS
 NX0244'THROUGH THE GATE AND TURN LEFT ONTO A DIM TRACK ROAD AND GO
 NX0244'0.55 MILE TO A GATE.  PASS THROUGH THE GATE AND CONTINUE
 NX0244'STRAIGHT AHEAD ON THE MAIN TRAVELED ROAD FOR 1.6 MILES TO A
 NX0244'FORK.  TAKE THE LEFT FORK AND GO 0.3 MILE TO A FORK.  TAKE THE
 NX0244'LEFT FORK AND GO 6.0 MILES TO A SPRING AND CORRAL.  CONTINUE AHEAD
 NX0244'(EAST THENCE SOUTH) AND FOLLOW THE MAIN TRAVELED ROAD FOR 3.75
 NX0244'MILES TO THE CREST OF THE RIDGE.  (THIS IS THE TURN OFF
 NX0244'FOR STATION CHICK.) CONTINUE SOUTHERLY AND GO 3.35 MILES
 NX0244'TO THE AZIMUTH MARK (SET IN THE NORTH-SOUTH FENCE LINE) ON
 NX0244'THE LEFT.  CONTINUE AHEAD ON THE MAIN TRAVELED ROAD AND GO 0.1
 NX0244'MILE TO A GATE IN A FENCE CORNER.  PASS THROUGH THE GATE AND
 NX0244'TURN LEFT (EAST) AND DRIVE ACROSS COUNTRY TOWARDS THE HIGHEST
 NX0244'POINT AND THE STATION, ABOUT 0.5 MILE.
 NX0244'
 NX0244'THE STATION MARK, A STANDARD DISK STAMPED BLACKIE 1956, IS SET
 NX0244'IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS FLUSH WITH THE
 NX0244'GROUND.  IT IS 5 FEET NORTHWEST OF A WHITE WITNESS POST.
 NX0244'
 NX0244'REFERENCE MARK 1, A STANDARD DISK STAMPED BLACKIE NO 1 1956, IS SET
 NX0244'IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS ABOUT 1
 NX0244'INCH.  IT IS ABOUT THE SAME ELEVATION AS THE STATION MARK.
 NX0244'
 NX0244'REFERENCE MARK 2, A STANDARD DISK STAMPED BLACKIE NO 2 1956, IS
 NX0244'SET IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS FLUSH WITH
 NX0244'THE GROUND.  IT IS ABOUT THE SAME ELEVATION AS THE STATION MARK.
 NX0244'
 NX0244'THE AZIMUTH MARK, A STANDARD DISK STAMPED BLACKIE 1956, IS
 NX0244'BRAZED TO THE TOP OF A 2-INCH IRON SOIL PIPE THAT PROJECTS ABOUT
 NX0244'12 INCHES ABOVE THE GROUND.  IT IS 4 FEET SOUTH OF A WHITE WITNESS
 NX0244'POST, AND 12 INCHES WEST OF A NORTH-SOUTH FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AJ1976 ***********************************************************************
 AJ1976  DESIGNATION -  BLAINE
 AJ1976  PID         -  AJ1976
 AJ1976  STATE/COUNTY-  OR/TILLAMOOK
 AJ1976  USGS QUAD   -  BLAINE (1984)
 AJ1976
 AJ1976                         *CURRENT SURVEY CONTROL
 AJ1976  ___________________________________________________________________
 AJ1976* NAD 83(2007)-  45 17 25.24012(N)    123 42 06.06464(W)     ADJUSTED  
 AJ1976* NAVD 88     -       106.1    (meters)     348.     (feet)  GPS OBS   
 AJ1976  ___________________________________________________________________
 AJ1976  EPOCH DATE  -        2007.00
 AJ1976  X           -  -2,494,011.523 (meters)                     COMP
 AJ1976  Y           -  -3,739,374.334 (meters)                     COMP
 AJ1976  Z           -   4,510,167.114 (meters)                     COMP
 AJ1976  LAPLACE CORR-          11.63  (seconds)                    DEFLEC99
 AJ1976  ELLIP HEIGHT-          84.668 (meters)          (02/10/07) ADJUSTED
 AJ1976  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 AJ1976
 AJ1976  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ1976  Type    PID    Designation                      North   East  Ellip
 AJ1976  -------------------------------------------------------------------
 AJ1976  NETWORK AJ1976 BLAINE                            0.63   0.47   1.78
 AJ1976  -------------------------------------------------------------------
 AJ1976
 AJ1976.The horizontal coordinates were established by GPS observations
 AJ1976.and adjusted by the National Geodetic Survey in February 2007.
 AJ1976
 AJ1976.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ1976.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ1976.The horizontal coordinates are valid at the epoch date displayed above.
 AJ1976.The epoch date for horizontal control is a decimal equivalence
 AJ1976.of Year/Month/Day.
 AJ1976
 AJ1976.The orthometric height was determined by GPS observations and a
 AJ1976.high-resolution geoid model.
 AJ1976
 AJ1976.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ1976
 AJ1976.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1976
 AJ1976.The ellipsoidal height was determined by GPS observations
 AJ1976.and is referenced to NAD 83.
 AJ1976
 AJ1976.The geoid height was determined by GEOID03.
 AJ1976
 AJ1976;                    North         East     Units Scale Factor Converg.
 AJ1976;SPC OR N     -   185,401.147 2,248,927.149   MT  0.99989683   -2 16 14.1
 AJ1976;SPC OR N     -   608,271.48  7,378,369.91   iFT  0.99989683   -2 16 14.1
 AJ1976;UTM  10      - 5,015,444.269   444,976.551   MT  0.99963722   -0 29 55.3
 AJ1976
 AJ1976!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1976!SPC OR N     -   0.99998673  x   0.99989683  =   0.99988356
 AJ1976!UTM  10      -   0.99998673  x   0.99963722  =   0.99962395
 AJ1976
 AJ1976                          SUPERSEDED SURVEY CONTROL
 AJ1976
 AJ1976  NAD 83(1998)-  45 17 25.23718(N)    123 42 06.06677(W) AD(       ) B
 AJ1976  ELLIP H (07/03/01)   84.683  (m)                       GP(       ) 5 1
 AJ1976  NAD 83(1998)-  45 17 25.23723(N)    123 42 06.06656(W) AD(1997.00) B
 AJ1976  ELLIP H (02/07/01)   84.683  (m)                       GP(       ) 3 1
 AJ1976
 AJ1976.Superseded values are not recommended for survey control.
 AJ1976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1976.See file dsdata.txt to determine how the superseded data were derived.
 AJ1976
 AJ1976_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR4497715444(NAD 83)
 AJ1976_MARKER: I = METAL ROD
 AJ1976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1976_STAMPING: BLAINE 1999
 AJ1976_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ1976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ1976+STABILITY: SURFACE MOTION
 AJ1976_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ1976+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ1976
 AJ1976  HISTORY     - Date     Condition        Report By
 AJ1976  HISTORY     - 1999     MONUMENTED       OR-057
 AJ1976
 AJ1976                          STATION DESCRIPTION
 AJ1976
 AJ1976'DESCRIBED BY TILLAMOOK COUNTY OREGON 1999 (AED)
 AJ1976'THE STATION IS LOCATED ABOUT 23.3 KM (14.45 MI) SOUTH OF TILLAMOOK,
 AJ1976'11.3 KM (7.00 MI) EAST OF BEAVER, 1.8 KM (1.10 MI) NORTHEAST OF
 AJ1976'BLAINE, ON THE SOUTH RIGHT-OF-WAY OF MOON CREEK FOREST ROAD.
 AJ1976'OWNERSHIP--TILLAMOOK COUNTY RIGHT-OF-WAY.  TO REACH THE STATION FROM
 AJ1976'THE JUNCTION OF U.S.  HIGHWAY 101 AND STATE HIGHWAY 6 IN TILLAMOOK, GO
 AJ1976'SOUTH ON HIGHWAY 101 FOR 23.3 KM (14.45 MI) TO THE JUNCTION OF
 AJ1976'BEAVER-BLAINE COUNTY ROAD ON THE LEFT IN THE COMMUNITY OF BEAVER. TURN
 AJ1976'LEFT, EAST, ON BEAVER-BLAINE ROAD FOR 10.8 KM (6.70 MI) TO THE
 AJ1976'JUNCTION OF MOON CREEK COUNTY ROAD IN BLAINE.  TURN LEFT, NORTHEAST,
 AJ1976'ON MOON CREEK ROAD FOR 1.8 KM (1.10 MI) TO THE JUNCTION OF MOON CREEK
 AJ1976'FOREST ROAD (BLM ROAD 3-8-20) ON THE RIGHT.  TURN RIGHT, EASTERLY, ON
 AJ1976'MOON CREEK ROAD FOR 80 M (262.5 FT) TO THE STATION ON THE RIGHT.  THE
 AJ1976'STATION IS THE CENTER OF A DRILL HOLE ON TOP OF A 1 CM IN DIAMETER
 AJ1976'STAINLESS STEEL ROD PROTECTED BY A 10 CM BLACK PVC SEWER CLEAN OUT
 AJ1976'WITH SCREW CAP EMBEDDED IN A ROUND CONCRETE MONUMENT WITH BRASS PLATE
 AJ1976'STAMPED -- BLAINE 1999 -- AND FLUSH WITH THE GROUND.  IT IS 35.3 M
 AJ1976'(115.8 FT) WEST FROM A UTILITY POLE, 9.75 M (31.99 FT) SOUTH FROM THE
 AJ1976'CENTER OF THE ROAD, 0.6 M (2.0 FT) NORTHEAST FROM A CORNER FENCE POST,
 AJ1976'0.6 M (2.0 FT) NORTH FROM THE RIGHT-OF-WAY FENCE, AND 0.5 M (1.6 FT)
 AJ1976'NORTHEAST FROM A SMALL WHITE METAL PADDLE SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0737 ***********************************************************************
 QB0737  DESIGNATION -  BLAKES
 QB0737  PID         -  QB0737
 QB0737  STATE/COUNTY-  OR/BAKER
 QB0737  USGS QUAD   -  OLDS FERRY (1974)
 QB0737
 QB0737                         *CURRENT SURVEY CONTROL
 QB0737  ___________________________________________________________________
 QB0737* NAD 83(1991)-  44 21 55.06162(N)    117 13 35.48713(W)     ADJUSTED  
 QB0737* NAVD 88     -       625.163  (meters)    2051.06   (feet)  ADJUSTED  
 QB0737  ___________________________________________________________________
 QB0737  LAPLACE CORR-           4.14  (seconds)                    DEFLEC99
 QB0737  GEOID HEIGHT-         -17.05  (meters)                     GEOID03
 QB0737  DYNAMIC HT  -         624.998 (meters)    2050.51  (feet)  COMP
 QB0737  MODELED GRAV-     980,334.6   (mgal)                       NAVD 88
 QB0737
 QB0737  HORZ ORDER  -  SECOND
 QB0737  VERT ORDER  -  SECOND    CLASS 0
 QB0737
 QB0737.The horizontal coordinates were established by classical geodetic methods
 QB0737.and adjusted by the National Geodetic Survey in October 1991.
 QB0737
 QB0737.The orthometric height was determined by differential leveling
 QB0737.and adjusted in June 1991.
 QB0737
 QB0737.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB0737
 QB0737.The geoid height was determined by GEOID03.
 QB0737
 QB0737.The dynamic height is computed by dividing the NAVD 88
 QB0737.geopotential number by the normal gravity value computed on the
 QB0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0737.degrees latitude (g = 980.6199 gals.).
 QB0737
 QB0737.The modeled gravity was interpolated from observed gravity values.
 QB0737
 QB0737;                    North         East     Units Scale Factor Converg.
 QB0737;SPC OR N     -    82,919.745 2,760,863.343   MT  0.99999211   +2 19 17.4
 QB0737;SPC OR N     -   272,046.41  9,057,950.60   iFT  0.99999211   +2 19 17.4
 QB0737;SPC OR S     -   304,895.476 1,760,899.944   MT  1.00011343   +2 14 22.3
 QB0737;SPC OR S     - 1,000,313.24  5,777,230.79   iFT  1.00011343   +2 14 22.3
 QB0737;SPC ID W     -   300,839.355   682,310.167   MT  1.00010362   -1 01 57.2
 QB0737;SPC ID W     -   987,003.78  2,238,545.94   sFT  1.00010362   -1 01 57.2
 QB0737;UTM  11      - 4,912,471.591   481,950.421   MT  0.99960401   -0 09 30.2
 QB0737
 QB0737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QB0737!SPC OR N     -   0.99990466  x   0.99999211  =   0.99989677
 QB0737!SPC OR S     -   0.99990466  x   1.00011343  =   1.00001808
 QB0737!SPC ID W     -   0.99990466  x   1.00010362  =   1.00000827
 QB0737!UTM  11      -   0.99990466  x   0.99960401  =   0.99950871
 QB0737
 QB0737|---------------------------------------------------------------------|
 QB0737| PID    Reference Object                     Distance      Geod. Az  |
 QB0737|                                                           dddmmss.s |
 QB0737| QB0738 BLAKES RM 1                          16.596 METERS 21658     |
 QB0737| CD7318 ARCADIA PP                                         22316     |
 QB0737| QB0740 BLAKES AZ MK                                       3094804.3 |
 QB0737| QB0739 BLAKES RM 2                          14.383 METERS 31108     |
 QB0737|---------------------------------------------------------------------|
 QB0737
 QB0737                          SUPERSEDED SURVEY CONTROL
 QB0737
 QB0737  NAD 83(1986)-  44 21 55.06149(N)    117 13 35.48862(W) AD(       ) 2
 QB0737  NAD 27      -  44 21 55.47900(N)    117 13 31.84900(W) AD(       ) 2
 QB0737  NGVD 29 (??/??/92)  624.17   (m)         2047.8    (f) COMPUTED    2 0
 QB0737
 QB0737.Superseded values are not recommended for survey control.
 QB0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0737.See file dsdata.txt to determine how the superseded data were derived.
 QB0737
 QB0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK8195012472(NAD 83)
 QB0737_MARKER: DS = TRIANGULATION STATION DISK
 QB0737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0737_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0737_STAMPING: BLAKES 1945
 QB0737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0737+STABILITY: SURFACE MOTION
 QB0737
 QB0737  HISTORY     - Date     Condition        Report By
 QB0737  HISTORY     - 1945     MONUMENTED       CGS
 QB0737  HISTORY     - 1946     GOOD             NGS
 QB0737  HISTORY     - 1984     MARK NOT FOUND   LOCENG
 QB0737
 QB0737                          STATION DESCRIPTION
 QB0737
 QB0737'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (ANS)
 QB0737'THE STATION IS LOCATED ABOUT 2.5 MILES NE OF HUNTINGTON, 0.4 MILE
 QB0737'E OF BLAKE JUNCTION ON THE UNION PACIFIC RAILROAD, 0.15 MILE W OF
 QB0737'THE OREGON END OF THE RAILROAD CROSSING THE SNAKE RIVER, 100 YARDS
 QB0737'NW OF THE JUNCTION OF THE SNAKE AND BURNT RIVERS, 75 YARDS W OF
 QB0737'THE BANK OF THE SNAKE RIVER, 350 FEET NE OF THE CENTER LINES OF
 QB0737'A ROAD CROSSING AND THE RAILROAD TRACKS, 67 FEET S OF THE MORE S
 QB0737'OF TWO POLES ON A DOUBLE-POLE TRANSMISSION LINE, AND 6 FEET NE
 QB0737'OF A WOODEN WITNESS POST.
 QB0737'
 QB0737'TO REACH FROM THE RAILROAD STATION AT HUNTINGTON, GO E ON
 QB0737'U.S. HIGHWAY 30 FOR 0.1 MILE, CONTINUE STRAIGHT AHEAD ONTO A DIRT
 QB0737'ROAD PASSING STOCK PENS AND THE RAILROAD WATER TANK, AND GO 2.6
 QB0737'MILES TO A POINT WHERE THE ROAD CROSSES THE SPUR RAILROAD LINE
 QB0737'LEADING TOWARDS ROBINETTE.  KEEP TO THE RIGHT OF THE TRACKS AND
 QB0737'GO TOWARD THE TRANSMISSION-LINE POLES FOR ABOUT 100 YARDS TO
 QB0737'THE STATION.
 QB0737'
 QB0737'STATION MARK IS A BRONZE STATION DISK SET IN THE TOP OF A SQUARE
 QB0737'CONCRETE POST WHICH PROJECTS 6 INCHES AND IS STAMPED BLAKES
 QB0737'1945.  UNDERGROUND MARK IS A BRONZE STATION DISK IN CONCRETE.
 QB0737'
 QB0737'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN THE TOP OF A
 QB0737'SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES AND IS STAMPED BLAKES
 QB0737'NO 1 1945.  MARK IS LEVEL WITH THE STATION.
 QB0737'
 QB0737'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN THE TOP OF A
 QB0737'SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES AND IS STAMPED BLAKES
 QB0737'NO 2 1945.  MARK IS LEVEL WITH THE STATION AND IS 23 FEET S OF THE
 QB0737'MORE S OF TWO POLES ON A TWIN-POLE TRANSMISSION LINE.
 QB0737'
 QB0737'THE AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A DRILL HOLE IN A
 QB0737'BOULDER WHICH IS ABOUT 3 FEET HIGH AND ABOUT 6 FEET IN
 QB0737'DIAMETER.  DISK IS STAMPED BLAKES 1945.  THE AZIMUTH MARK IS
 QB0737'LOCATED 84 FEET W OF THE CENTER LINE OF A GRADED ROAD.
 QB0737'
 QB0737'HEIGHT OF LIGHT ABOVE STATION MARK 2.1 METERS.
 QB0737
 QB0737                          STATION RECOVERY (1946)
 QB0737
 QB0737'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 QB0737'2.25 MI E FROM HUNTINGTON.
 QB0737'ALONG THE HOMESTEAD BRANCH OF THE UNION PACIFIC RAILROAD, 2.25 MILES
 QB0737'EAST OF THE STATION AT HUNTINGTON, 0.5 MILE EAST OF THE JUNCTION POINT
 QB0737'AT BLAKES JUNCTION, ON THE OUTSIDE OF A SHARP CURVE, ABOUT 300 FEET
 QB0737'WEST OF THE JUNCTION OF BURNT AND SNAKE RIVERS, 134.1 FEET EAST OF THE
 QB0737'EAST RAIL, 66.5 FEET SOUTHEAST OF THE MOST SOUTHEASTERLY POLE OF AND
 QB0737'IN LINE TANGENT WITH A TWIN POLE POWER LINE STRUCTURE, 7.0 FEET
 QB0737'NORTHEAST OF A REFERENCE POST, 54.4 FEET NORTHEAST OF REFERENCE MARK
 QB0737'BLAKES NO 1, 47.2 FEET SOUTHEAST OF REFERENCE MARK BLAKES NO 2, BRONZE
 QB0737'TRIANGULATION STATION DISK SET IN A CONCRETE POST PROJECTING 0.4 FOOT
 QB0737'ABOVE THE GROUND.
 QB0737
 QB0737                          STATION RECOVERY (1984)
 QB0737
 QB0737'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984 (JJP)
 QB0737'NONE OF THE MARKS WAS RECOVERED.  IT IS LIKELY THAT ALL OF THEM ARE
 QB0737'NOW BELOW THE SURFACE OF BROWNLEE RESERVOIR.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0740 ***********************************************************************
 QB0740  DESIGNATION -  BLAKES AZ MK
 QB0740  PID         -  QB0740
 QB0740  STATE/COUNTY-  OR/BAKER
 QB0740  USGS QUAD   -  OLDS FERRY (1974)
 QB0740
 QB0740                         *CURRENT SURVEY CONTROL
 QB0740  ___________________________________________________________________
 QB0740* NAD 83(1986)-  44 22 07.     (N)    117 13 56.     (W)     SCALED    
 QB0740* NAVD 88     -       636.767  (meters)    2089.13   (feet)  ADJUSTED  
 QB0740  ___________________________________________________________________
 QB0740  GEOID HEIGHT-         -17.05  (meters)                     GEOID03
 QB0740  DYNAMIC HT  -         636.599 (meters)    2088.58  (feet)  COMP
 QB0740  MODELED GRAV-     980,334.6   (mgal)                       NAVD 88
 QB0740
 QB0740  VERT ORDER  -  SECOND    CLASS 0
 QB0740
 QB0740.The horizontal coordinates were scaled from a topographic map and have
 QB0740.an estimated accuracy of +/- 6 seconds.
 QB0740
 QB0740.The orthometric height was determined by differential leveling
 QB0740.and adjusted in June 1991.
 QB0740
 QB0740.The geoid height was determined by GEOID03.
 QB0740
 QB0740.The dynamic height is computed by dividing the NAVD 88
 QB0740.geopotential number by the normal gravity value computed on the
 QB0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0740.degrees latitude (g = 980.6199 gals.).
 QB0740
 QB0740.The modeled gravity was interpolated from observed gravity values.
 QB0740
 QB0740;                    North         East    Units  Estimated Accuracy
 QB0740;SPC OR N     -    83,270.    2,760,400.      MT  (+/- 180 meters Scaled)
 QB0740
 QB0740                          SUPERSEDED SURVEY CONTROL
 QB0740
 QB0740  NGVD 29 (??/??/92)  635.78   (m)         2085.9    (f) COMPUTED    2 0
 QB0740
 QB0740.Superseded values are not recommended for survey control.
 QB0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0740.See file dsdata.txt to determine how the superseded data were derived.
 QB0740
 QB0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK814128(NAD 83)
 QB0740_MARKER: DZ = AZIMUTH MARK DISK
 QB0740_SETTING: 80 = SET IN A BOULDER
 QB0740_SP_SET: BOULDER
 QB0740_STAMPING: BLAKES 1945
 QB0740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0740+STABILITY: SURFACE MOTION
 QB0740
 QB0740  HISTORY     - Date     Condition        Report By
 QB0740  HISTORY     - 1945     MONUMENTED       CGS
 QB0740  HISTORY     - 1946     GOOD             NGS
 QB0740
 QB0740                          STATION DESCRIPTION
 QB0740
 QB0740'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 QB0740'2.65 MI NE FROM HUNTINGTON.
 QB0740'ALONG THE HOMESTEAD BRANCH OF THE UNION PACIFIC RAILROAD, 2.65 MILES
 QB0740'NORTHEAST OF THE STATION AT HUNTINGTON, 0.85 MILE NORTHEAST OF THE
 QB0740'JUNCTION POINT AT BLAKES JUNCTION, ON THE EAST SLOPE OF A HILL AND
 QB0740'45.0 FEET NORTH OF THE SOUTH EDGE OF A PROMINENT ROCKY AREA, 156.0
 QB0740'FEET WEST OF AND ACROSS A GRAVEL ROAD FROM THE WEST RAIL(MEASURED
 QB0740'ALONG SLOPE OF THE HILL AND FROM A POINT ON THE WEST RAIL DIRECTLY
 QB0740'ABOVE CULVERT NO.0.85) 77.5 FEET WEST OF CENTER OF A GRAVEL ROAD, 65.0
 QB0740'FEET WEST OF THE SIXTH TELEPHONE POLE SOUTH OF MILE POST NO. 1, 4.5
 QB0740'FEET WEST OF A CREVICE BETWEEN TWO ROCKS THROUGH WHICH A CATTLE TRAIL
 QB0740'PASSES, 3.0 FEET SOUTHEAST OF A REFERENCE POST, BRONZE AZIMUTH MARK
 QB0740'DISK SET IN TOP OF A 6-FOOT CIRCULAR BOULDER ABOUT 3 FEET ABOVE THE
 QB0740'GROUND, ABOUT 15 FEET ABOVE A GRAVEL ROAD AND ABOUT 30 FEET ABOVE THE
 QB0740'TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0738 ***********************************************************************
 QB0738  DESIGNATION -  BLAKES RM 1
 QB0738  PID         -  QB0738
 QB0738  STATE/COUNTY-  OR/BAKER
 QB0738  USGS QUAD   -  OLDS FERRY (1974)
 QB0738
 QB0738                         *CURRENT SURVEY CONTROL
 QB0738  ___________________________________________________________________
 QB0738* NAD 83(1986)-  44 21 55.     (N)    117 13 36.     (W)     SCALED    
 QB0738* NAVD 88     -       625.115  (meters)    2050.90   (feet)  ADJUSTED  
 QB0738  ___________________________________________________________________
 QB0738  GEOID HEIGHT-         -17.05  (meters)                     GEOID03
 QB0738  DYNAMIC HT  -         624.950 (meters)    2050.36  (feet)  COMP
 QB0738  MODELED GRAV-     980,334.5   (mgal)                       NAVD 88
 QB0738
 QB0738  VERT ORDER  -  SECOND    CLASS 0
 QB0738
 QB0738.The horizontal coordinates were scaled from a topographic map and have
 QB0738.an estimated accuracy of +/- 6 seconds.
 QB0738
 QB0738.The orthometric height was determined by differential leveling
 QB0738.and adjusted in June 1991.
 QB0738
 QB0738.The geoid height was determined by GEOID03.
 QB0738
 QB0738.The dynamic height is computed by dividing the NAVD 88
 QB0738.geopotential number by the normal gravity value computed on the
 QB0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0738.degrees latitude (g = 980.6199 gals.).
 QB0738
 QB0738.The modeled gravity was interpolated from observed gravity values.
 QB0738
 QB0738;                    North         East    Units  Estimated Accuracy
 QB0738;SPC OR N     -    82,920.    2,760,850.      MT  (+/- 180 meters Scaled)
 QB0738
 QB0738                          SUPERSEDED SURVEY CONTROL
 QB0738
 QB0738  NGVD 29 (??/??/92)  624.13   (m)         2047.7    (f) COMPUTED    2 0
 QB0738
 QB0738.Superseded values are not recommended for survey control.
 QB0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0738.See file dsdata.txt to determine how the superseded data were derived.
 QB0738
 QB0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK819124(NAD 83)
 QB0738_MARKER: DR = REFERENCE MARK DISK
 QB0738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0738_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0738_STAMPING: BLAKES NO 1 1945
 QB0738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0738+STABILITY: SURFACE MOTION
 QB0738
 QB0738  HISTORY     - Date     Condition        Report By
 QB0738  HISTORY     - 1945     MONUMENTED       CGS
 QB0738  HISTORY     - 1946     GOOD             NGS
 QB0738
 QB0738                          STATION DESCRIPTION
 QB0738
 QB0738'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 QB0738'2.25 MI E FROM HUNTINGTON.
 QB0738'ALONG THE HOMESTEAD BRANCH OF THE UNION PACIFIC RAILROAD, 2.25 MILES
 QB0738'EAST OF THE STATION AT HUNTINGTON, 0.5 MILE EAST OF THE JUNCTION POINT
 QB0738'AT BLAKES JUNCTION, ON THE OUTSIDE OF A SHARP CURVE, ABOUT 330 FEET
 QB0738'WEST OF THE JUNCTION OF BURNT AND SNAKE RIVERS, 105.2 FEET EAST OF THE
 QB0738'EAST RAIL, 97.5 FEET SOUTH OF THE MOST SOUTHEASTERLY POLE OF A TWIN
 QB0738'POLE POWER LINE STRUCTURE, 74.4 FEET SOUTH OF REFERENCE MARK BLAKES NO
 QB0738'2, 54.4 FEET SOUTHWEST OF BLAKES TRIANGULATION STATION, BRONZE
 QB0738'REFERENCE MARK DISK SET IN CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 QB0738'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0739 ***********************************************************************
 QB0739  DESIGNATION -  BLAKES RM 2
 QB0739  PID         -  QB0739
 QB0739  STATE/COUNTY-  OR/BAKER
 QB0739  USGS QUAD   -  OLDS FERRY (1974)
 QB0739
 QB0739                         *CURRENT SURVEY CONTROL
 QB0739  ___________________________________________________________________
 QB0739* NAD 83(1986)-  44 21 56.     (N)    117 13 36.     (W)     SCALED    
 QB0739* NAVD 88     -       625.001  (meters)    2050.52   (feet)  ADJUSTED  
 QB0739  ___________________________________________________________________
 QB0739  GEOID HEIGHT-         -17.05  (meters)                     GEOID03
 QB0739  DYNAMIC HT  -         624.836 (meters)    2049.98  (feet)  COMP
 QB0739  MODELED GRAV-     980,334.5   (mgal)                       NAVD 88
 QB0739
 QB0739  VERT ORDER  -  SECOND    CLASS 0
 QB0739
 QB0739.The horizontal coordinates were scaled from a topographic map and have
 QB0739.an estimated accuracy of +/- 6 seconds.
 QB0739
 QB0739.The orthometric height was determined by differential leveling
 QB0739.and adjusted in June 1991.
 QB0739
 QB0739.The geoid height was determined by GEOID03.
 QB0739
 QB0739.The dynamic height is computed by dividing the NAVD 88
 QB0739.geopotential number by the normal gravity value computed on the
 QB0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0739.degrees latitude (g = 980.6199 gals.).
 QB0739
 QB0739.The modeled gravity was interpolated from observed gravity values.
 QB0739
 QB0739;                    North         East    Units  Estimated Accuracy
 QB0739;SPC OR N     -    82,950.    2,760,850.      MT  (+/- 180 meters Scaled)
 QB0739
 QB0739                          SUPERSEDED SURVEY CONTROL
 QB0739
 QB0739  NGVD 29 (??/??/92)  624.01   (m)         2047.3    (f) COMPUTED    2 0
 QB0739
 QB0739.Superseded values are not recommended for survey control.
 QB0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0739.See file dsdata.txt to determine how the superseded data were derived.
 QB0739
 QB0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK819125(NAD 83)
 QB0739_MARKER: DR = REFERENCE MARK DISK
 QB0739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0739_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0739_STAMPING: BLAKES NO 2 1945
 QB0739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0739+STABILITY: SURFACE MOTION
 QB0739
 QB0739  HISTORY     - Date     Condition        Report By
 QB0739  HISTORY     - 1945     MONUMENTED       CGS
 QB0739  HISTORY     - 1946     GOOD             NGS
 QB0739
 QB0739                          STATION DESCRIPTION
 QB0739
 QB0739'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 QB0739'2.25 MI E FROM HUNTINGTON.
 QB0739'ALONG THE HOMESTEAD BRANCH OF THE UNION PACIFIC RAILROAD, 2.25 MILES
 QB0739'EAST OF THE STATION AT HUNTINGTON, 0.5 MILE EAST OF THE JUNCTION POINT
 QB0739'AT BLAKES JUNCTION, ON THE OUTSIDE OF A SHARP CURVE, ABOUT 335 FEET
 QB0739'WEST OF THE JUNCTION OF BURNT AND SNAKE RIVERS, 99.0 FEET EAST OF THE
 QB0739'EAST RAIL, 23.0 FEET SOUTH OF THE MOST SOUTHEASTERLY POLE OF A TWIN
 QB0739'POLE POWER LINE STRUCTURE, 74.4 FEET NORTH OF REFERENCE MARK BLAKES NO
 QB0739'1, 47.2 FEET NORTHWEST OF BLAKES TRIANGULATION STATION, BRONZE
 QB0739'REFERENCE MARK DISK SET IN CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE
 QB0739'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2001 ***********************************************************************
 QE2001  DESIGNATION -  BLANCHARD
 QE2001  PID         -  QE2001
 QE2001  STATE/COUNTY-  OR/POLK
 QE2001  USGS QUAD   -  RICKREALL (1976)
 QE2001
 QE2001                         *CURRENT SURVEY CONTROL
 QE2001  ___________________________________________________________________
 QE2001* NAD 83(1991)-  44 53 02.21981(N)    123 12 37.17199(W)     ADJUSTED  
 QE2001* NAVD 88     -        59.6    (meters)     196.     (feet)  VERTCON   
 QE2001  ___________________________________________________________________
 QE2001  LAPLACE CORR-          -7.28  (seconds)                    DEFLEC99
 QE2001  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 QE2001  HORZ ORDER  -  FIRST
 QE2001
 QE2001.The horizontal coordinates were established by classical geodetic methods
 QE2001.and adjusted by the National Geodetic Survey in October 1991.
 QE2001
 QE2001.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE2001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE2001
 QE2001.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2001
 QE2001.The geoid height was determined by GEOID03.
 QE2001
 QE2001;                    North         East     Units Scale Factor Converg.
 QE2001;SPC OR N     -   138,857.270 2,285,928.563   MT  0.99990687   -1 55 19.6
 QE2001;SPC OR N     -   455,568.47  7,499,765.63   iFT  0.99990687   -1 55 19.6
 QE2001;UTM  10      - 4,970,080.356   483,389.700   MT  0.99960339   -0 08 54.3
 QE2001
 QE2001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2001!SPC OR N     -   0.99999417  x   0.99990687  =   0.99990105
 QE2001!UTM  10      -   0.99999417  x   0.99960339  =   0.99959757
 QE2001
 QE2001:                Primary Azimuth Mark                     Grid Az
 QE2001:SPC OR N     -  SALEM SOU PAC RR MICROWAVE               116 22 24.4
 QE2001:UTM  10      -  SALEM SOU PAC RR MICROWAVE               114 35 59.1
 QE2001
 QE2001|---------------------------------------------------------------------|
 QE2001| PID    Reference Object                     Distance      Geod. Az  |
 QE2001|                                                           dddmmss.s |
 QE2001| QE1965 SALEM SOU PAC RR MICROWAVE          APPROX. 7.8 KM 1142704.8 |
 QE2001| QE1963 INDEPENDENCE BPA MICROWAVE TWR      APPROX. 7.7 KM 1143754.9 |
 QE2001| QE1961 SALEM TV STA KVDO MAST              APPROX. 7.6 KM 1161058.0 |
 QE2001| CD9611 BLANCHARD RM 1                       14.927 METERS 15206     |
 QE2001| QE1990 MONMOUTH MUN TANK                   APPROX. 5.1 KM 2150859.0 |
 QE2001| CD9612 BLANCHARD RM 2                       25.677 METERS 27234     |
 QE2001| CD9610 BLANCHARD AZ MK                                    3240545.2 |
 QE2001|---------------------------------------------------------------------|
 QE2001
 QE2001                          SUPERSEDED SURVEY CONTROL
 QE2001
 QE2001  NAD 83(1986)-  44 53 02.24487(N)    123 12 37.18812(W) AD(       ) 1
 QE2001  NAD 27      -  44 53 02.81628(N)    123 12 32.82985(W) AD(       ) 1
 QE2001  NGVD 29 (07/19/86)   58.6    (m)          192.     (f) VERT ANG    3  
 QE2001
 QE2001.Superseded values are not recommended for survey control.
 QE2001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2001.See file dsdata.txt to determine how the superseded data were derived.
 QE2001
 QE2001_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ8339070080(NAD 83)
 QE2001_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QE2001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE2001_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QE2001
 QE2001  HISTORY     - Date     Condition        Report By
 QE2001  HISTORY     - 1972     MONUMENTED       NGS
 QE2001
 QE2001                          STATION DESCRIPTION
 QE2001
 QE2001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LDF)
 QE2001'STATION IS LOCATED 6 MILES SOUTHEAST OF DALLAS, 2.5 MILES
 QE2001'NORTH-NORTHWEST OF INDEPENDENCE, ON THE ROAD RIGHT-OF-WAY AND IN
 QE2001'THE SOUTHWEST QUARTER OF SECTION 8, R-4-W T-4-S.
 QE2001'
 QE2001'TO REACH FROM THE FLASHING RED TRAFFIC LIGHT IN INDEPENDENCE, GO
 QE2001'NORTH ON STATE HIGHWAY 51 FOR 2.2 MILES TO A BLACK TOPPED ROAD
 QE2001'ON THE LEFT AND A JOHN DEERE EQUIPMENT SALES.  TURN LEFT AND GO
 QE2001'WEST FOR 1.25 MILE TO THE STATION ON THE RIGHT.  TO REACH THE
 QE2001'AZIMUTH MARK FROM THE STATION, GO WEST FOR 0.2 MILE TO WHERE THE
 QE2001'ROAD CURVES TO THE NORTH, TURN NORTH AND GO 0.3 MILE TO THE MARK
 QE2001'ON THE RIGHT.
 QE2001'
 QE2001'STATION MARKS ARE STANDARD DISKS STAMPED BLANCHARD 1972.  THE
 QE2001'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 QE2001'MONUMENT THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS
 QE2001'50.4 FEET NORTHWEST OF A FENCE CORNER, 24 FEET NORTH OF THE CENTER
 QE2001'LINE OF THE ROAD AND 1 FOOT SOUTH OF A METAL WITNESS POST.  THE
 QE2001'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 QE2001'CONCRETE THAT IS 42 INCHES BELOW THE GROUND SURFACE.
 QE2001'
 QE2001'REFERENCE MARK 1, IS A STANDARD DISK STAMPED BLANCHARD NO 1 1972,
 QE2001'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 QE2001'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 50 FEET
 QE2001'SOUTHEAST OF THE METAL WITNESS POST, 18.9 FEET SOUTH OF THE CENTER
 QE2001'LINE OF THE ROAD AND 1.4 FEET NORTH OF THE FENCE CORNER.
 QE2001'
 QE2001'REFERENCE MARK 2, IS A STANDARD DISK STAMPED BLANCHARD NO 2 1972,
 QE2001'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 QE2001'PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.  IT IS 84 FEET WEST OF
 QE2001'THE METAL WITNESS POST, 28 FEET NORTH OF THE CENTER LINE OF THE
 QE2001'ROAD AND 1.5 FOOT EAST OF A POWER LINE POLE.
 QE2001'
 QE2001'THE AZIMUTH MARK, IS A STANDARD DISK STAMPED BLANCHARD 1972, IS
 QE2001'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 QE2001'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 25 FEET EAST
 QE2001'OF THE CENTER LINE OF THE ROAD, 3 FEET NORTH OF POWER LINE POLE
 QE2001'NUMBER PPL 0804080300 AND 2 FEET NORTHEAST OF A METAL WITNESS
 QE2001'POST.
 QE2001'
 QE2001'HEIGHT OF LIGHT ABOVE STATION MARK 2.56 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1055 ***********************************************************************
 OA1055  DESIGNATION -  BLANCO
 OA1055  PID         -  OA1055
 OA1055  STATE/COUNTY-  OR/CURRY
 OA1055  USGS QUAD   -  CAPE BLANCO (1996)
 OA1055
 OA1055                         *CURRENT SURVEY CONTROL
 OA1055  ___________________________________________________________________
 OA1055* NAD 83(1991)-  42 50 06.01186(N)    124 33 48.11033(W)     ADJUSTED  
 OA1055* NAVD 88     -        38.     (meters)     125.     (feet)  SCALED    
 OA1055  ___________________________________________________________________
 OA1055  LAPLACE CORR-          10.94  (seconds)                    DEFLEC99
 OA1055  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 OA1055  HORZ ORDER  -  THIRD
 OA1055
 OA1055.The horizontal coordinates were established by classical geodetic methods
 OA1055.and adjusted by the National Geodetic Survey in October 1991.
 OA1055
 OA1055.The orthometric height was scaled from a topographic map.
 OA1055
 OA1055.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1055
 OA1055.The geoid height was determined by GEOID03.
 OA1055
 OA1055;                    North         East     Units Scale Factor Converg.
 OA1055;SPC OR S     -   137,838.831 1,167,943.925   MT  0.99991146   -2 46 47.8
 OA1055;SPC OR S     -   452,227.14  3,831,837.02   iFT  0.99991146   -2 46 47.8
 OA1055;UTM  10      - 4,743,677.754   372,231.121   MT  0.99980084   -1 03 47.0
 OA1055
 OA1055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1055!SPC OR S     -   0.99999831  x   0.99991146  =   0.99990977
 OA1055!UTM  10      -   0.99999831  x   0.99980084  =   0.99979915
 OA1055
 OA1055:                Primary Azimuth Mark                     Grid Az
 OA1055:SPC OR S     -  ARCH ROCK                                206 23 13.3
 OA1055:UTM  10      -  ARCH ROCK                                204 40 12.5
 OA1055
 OA1055|---------------------------------------------------------------------|
 OA1055| PID    Reference Object                     Distance      Geod. Az  |
 OA1055|                                                           dddmmss.s |
 OA1055| OA1065 ARCH ROCK                           APPROX. 6.9 KM 2033625.5 |
 OA1055| OA1060 WEST                                APPROX. 0.5 KM 3474009.7 |
 OA1055|---------------------------------------------------------------------|
 OA1055
 OA1055                          SUPERSEDED SURVEY CONTROL
 OA1055
 OA1055  NAD 83(1986)-  42 50 05.98790(N)    124 33 48.14763(W) AD(       ) 3
 OA1055  NAD 27      -  42 50 06.64100(N)    124 33 43.70400(W) AD(       ) 3
 OA1055
 OA1055.Superseded values are not recommended for survey control.
 OA1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1055.See file dsdata.txt to determine how the superseded data were derived.
 OA1055
 OA1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN7223143678(NAD 83)
 OA1055
 OA1055  HISTORY     - Date     Condition        Report By
 OA1055  HISTORY     - 1869     MONUMENTED       CGS
 OA1055  HISTORY     - 19980609 MARK NOT FOUND   NGS
 OA1055
 OA1055                          STATION DESCRIPTION
 OA1055
 OA1055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 OA1055'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1177 ***********************************************************************
 NZ1177  DESIGNATION -  BLAND MTN RESET
 NZ1177  PID         -  NZ1177
 NZ1177  STATE/COUNTY-  OR/DOUGLAS
 NZ1177  USGS QUAD   -  MILO (1986)
 NZ1177
 NZ1177                         *CURRENT SURVEY CONTROL
 NZ1177  ___________________________________________________________________
 NZ1177* NAD 83(1991)-  42 58 08.76885(N)    123 07 09.02981(W)     ADJUSTED  
 NZ1177* NAVD 88     -       823.0    (meters)    2700.     (feet)  VERTCON   
 NZ1177  ___________________________________________________________________
 NZ1177  LAPLACE CORR-           3.00  (seconds)                    DEFLEC99
 NZ1177  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 NZ1177  HORZ ORDER  -  SECOND
 NZ1177
 NZ1177.The horizontal coordinates were established by classical geodetic methods
 NZ1177.and adjusted by the National Geodetic Survey in October 1991.
 NZ1177
 NZ1177.The NAVD 88 height was computed by applying the VERTCON shift value to
 NZ1177.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NZ1177
 NZ1177.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ1177
 NZ1177.The geoid height was determined by GEOID03.
 NZ1177
 NZ1177;                    North         East     Units Scale Factor Converg.
 NZ1177;SPC OR S     -   148,018.226 1,286,379.017   MT  0.99990064   -1 47 30.8
 NZ1177;SPC OR S     -   485,624.10  4,220,403.60   iFT  0.99990064   -1 47 30.8
 NZ1177;UTM  10      - 4,757,390.575   490,281.380   MT  0.99960116   -0 04 52.4
 NZ1177
 NZ1177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NZ1177!SPC OR S     -   0.99987469  x   0.99990064  =   0.99977534
 NZ1177!UTM  10      -   0.99987469  x   0.99960116  =   0.99947590
 NZ1177
 NZ1177|---------------------------------------------------------------------|
 NZ1177| PID    Reference Object                     Distance      Geod. Az  |
 NZ1177|                                                           dddmmss.s |
 NZ1177| NZ1178 BLAND MTN RM 3                        4.783 METERS 01426     |
 NZ1177| CD9085 BLAND MTN RM 2                        2.880 METERS 04857     |
 NZ1177| CD9083 BLAND MTN AZ MK                                    2652812.6 |
 NZ1177| CD9084 BLAND MTN RM 1                        2.835 METERS 31956     |
 NZ1177|---------------------------------------------------------------------|
 NZ1177
 NZ1177                          SUPERSEDED SURVEY CONTROL
 NZ1177
 NZ1177  NAD 83(1986)-  42 58 08.76423(N)    123 07 09.04839(W) AD(       ) 2
 NZ1177  NAD 27      -  42 58 09.33860(N)    123 07 04.83680(W) AD(       ) 2
 NZ1177  NGVD 29 (07/19/86)  822.0    (m)         2697.     (f) VERT ANG    3  
 NZ1177
 NZ1177.Superseded values are not recommended for survey control.
 NZ1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1177.See file dsdata.txt to determine how the superseded data were derived.
 NZ1177
 NZ1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN9028157391(NAD 83)
 NZ1177_MARKER: Z = SEE DESCRIPTION
 NZ1177_SETTING: 0 = UNSPECIFIED SETTING
 NZ1177
 NZ1177  HISTORY     - Date     Condition        Report By
 NZ1177  HISTORY     - 1953     MONUMENTED       USGS
 NZ1177  HISTORY     - 1974     SEE DESCRIPTION  OR-019
 NZ1177
 NZ1177                          STATION DESCRIPTION
 NZ1177
 NZ1177'DESCRIBED BY US GEOLOGICAL SURVEY 1953 (CTH)
 NZ1177'THE STATION IS ABOUT 29 MILES SOUTHEAST OF ROSEBURG.  2.5 MILES
 NZ1177'EAST OF DAYS CREEK, AND IN THE CENTER OF THE BLAND MTN. LOOKOUT
 NZ1177'TOWER.
 NZ1177'
 NZ1177'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 99 AND
 NZ1177'STATE ROUTE 227 IN CAYONVILLE.  GO EASTERLY ON STATE ROUTE 227 FOR
 NZ1177'8.0 MILES TO A ROAD FORK AT THE WEST EDGE OF THE VILLAGE OF DAYS
 NZ1177'CREEK.  TAKE THE LEFT ROAD AND FOLLOW THE MAIN ROAD FOR 2.9 MILES
 NZ1177'TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO 0.15 MILE TO A ROAD FORK
 NZ1177'JUST AFTER PASSING AN OLD SAW MILL.  TAKE THE RIGHT ROAD FOR 2.0
 NZ1177'MILES TO A ROAD FORK AT A SHARP CURVE IN THE ROAD.  TAKE THE
 NZ1177'RIGHT ROAD FOR 0.6 MILE TO A ROAD FORK.  TAKE THE LEFT FORK FOR
 NZ1177'0.35 MILE TO THE LOOKOUT TOWER AND THE STATION.
 NZ1177'
 NZ1177'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK SET
 NZ1177'IN A DRILL HOLE IN A BOULDER THAT PROJECTS 8 INCHES, AND THE DISK
 NZ1177'IS STAMPED 1953 BLAND MTN.  THE MARK WAS LOOSE AND WAS REINFORCED
 NZ1177'BY THIS PARTY AND IN DOING SO THE MARK WAS RAISED 0.116 METER.
 NZ1177'
 NZ1177'REFERENCE MARK NO. 1 IS A STANDARD U.S. GEOLOGICAL SURVEY
 NZ1177'REFERENCE MARK DISK SET IN A DRILL HOLE IN THE CONCRETE BASE OF THE
 NZ1177'NORTHWEST LEG OF THE LOOKOUT TOWER, AND THE DISK IS STAMPED BLAND
 NZ1177'MTN NO 1 1953.
 NZ1177'
 NZ1177'REFERENCE MARK NO. 2 IS A STANDARD U.S. GEOLOGICAL SURVEY
 NZ1177'REFERENCE MARK DISK SET IN A DRILL HOLE IN THE CONCRETE BASE OF
 NZ1177'THE NORTHEAST LEG OF THE LOOKOUT TOWER, AND THE DISK IS STAMPED
 NZ1177'BLAND MTN NO 2 1953.
 NZ1177'
 NZ1177'REFERENCE MARK NO. 3 IS A STANDARD DISK CEMENTED IN THE TOP OF A
 NZ1177'4-INCH IRON PIPE THAT PROJECTS 8 INCHES, AND THE DISK IS STAMPED
 NZ1177'BLAND MTN USGS NO 3 1953.  IT IS 10.9 FEET NORTHWEST OF THE
 NZ1177'NORTHEAST LEG OF THE LOOKOUT TOWER, AND 11.3 FEET NORTHEAST OF
 NZ1177'THE NORTHWEST LEG OF THE LOOKOUT TOWER.
 NZ1177'
 NZ1177'THE AZIMUTH MARK IS A STANDARD DISK SET IN A DRILL HOLE IN
 NZ1177'OUTCROPPING BEDROCK THAT IS FLUSH WITH THE GROUND, AND THE DISK
 NZ1177'IS STAMPED BLAND MTN USGS 1953.
 NZ1177'
 NZ1177'IT IS 200 YARDS EAST OF THE HIGHEST POINT OF AN EAST-WEST RIDGE,
 NZ1177'AND 75 FEET SOUTH OF THE CREST OF THE RIDGE.  TO REACH FROM THE
 NZ1177'STATION.  PACK WESTERLY FOR 10 MINUTES TO THE SECOND KNOLL AND
 NZ1177'THE AZIMUTH MARK AS DESCRIBED.
 NZ1177
 NZ1177                          STATION RECOVERY (1974)
 NZ1177
 NZ1177'RECOVERY NOTE BY DOUGLAS COUNTY OREGON 1974 (FLI)
 NZ1177'BLAND MTN. NO. 1 1953 VERY GOOD.
 NZ1177'
 NZ1177'BLAND MTN. NO. 2 1953 VERY GOOD.
 NZ1177'
 NZ1177'BLAND MTN. NO. 3 1953 (USGS) VERY GOOD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1178 ***********************************************************************
 NZ1178  DESIGNATION -  BLAND MTN RM 3
 NZ1178  PID         -  NZ1178
 NZ1178  STATE/COUNTY-  OR/DOUGLAS
 NZ1178  USGS QUAD   -  MILO (1986)
 NZ1178
 NZ1178                         *CURRENT SURVEY CONTROL
 NZ1178  ___________________________________________________________________
 NZ1178* NAD 83(1991)-  42 58 08.91896(N)    123 07 08.97721(W)     ADJUSTED  
 NZ1178* NAVD 88     -       824.5    (meters)    2705.     (feet)  VERTCON   
 NZ1178  ___________________________________________________________________
 NZ1178  LAPLACE CORR-           3.00  (seconds)                    DEFLEC99
 NZ1178  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 NZ1178  HORZ ORDER  -  SECOND
 NZ1178
 NZ1178.The horizontal coordinates were established by classical geodetic methods
 NZ1178.and adjusted by the National Geodetic Survey in October 1991.
 NZ1178
 NZ1178.The NAVD 88 height was computed by applying the VERTCON shift value to
 NZ1178.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NZ1178
 NZ1178.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ1178
 NZ1178.The geoid height was determined by GEOID03.
 NZ1178
 NZ1178;                    North         East     Units Scale Factor Converg.
 NZ1178;SPC OR S     -   148,022.818 1,286,380.354   MT  0.99990064   -1 47 30.8
 NZ1178;SPC OR S     -   485,639.17  4,220,407.99   iFT  0.99990064   -1 47 30.8
 NZ1178;UTM  10      - 4,757,395.204   490,282.578   MT  0.99960116   -0 04 52.4
 NZ1178
 NZ1178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NZ1178!SPC OR S     -   0.99987445  x   0.99990064  =   0.99977511
 NZ1178!UTM  10      -   0.99987445  x   0.99960116  =   0.99947566
 NZ1178
 NZ1178:                Primary Azimuth Mark                     Grid Az
 NZ1178:SPC OR S     -  CANYON MTN BEACON                        243 07 15.3
 NZ1178:UTM  10      -  CANYON MTN BEACON                        241 24 36.9
 NZ1178
 NZ1178|---------------------------------------------------------------------|
 NZ1178| PID    Reference Object                     Distance      Geod. Az  |
 NZ1178|                                                           dddmmss.s |
 NZ1178| NZ1220 CANYON MTN BEACON                   APPROX.15.6 KM 2411944.5 |
 NZ1178|---------------------------------------------------------------------|
 NZ1178
 NZ1178                          SUPERSEDED SURVEY CONTROL
 NZ1178
 NZ1178  NAD 83(1986)-  42 58 08.91433(N)    123 07 08.99579(W) AD(       ) 2
 NZ1178  NAD 27      -  42 58 09.48872(N)    123 07 04.78420(W) AD(       ) 2
 NZ1178  NGVD 29 (07/19/86)  823.5    (m)         2702.     (f) VERT ANG    3  
 NZ1178
 NZ1178.Superseded values are not recommended for survey control.
 NZ1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1178.See file dsdata.txt to determine how the superseded data were derived.
 NZ1178
 NZ1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN9028357395(NAD 83)
 NZ1178
 NZ1178  HISTORY     - Date     Condition        Report By
 NZ1178  HISTORY     - 1953     MONUMENTED       USGS
 NZ1178  HISTORY     - 1963     SEE DESCRIPTION  CGS
 NZ1178
 NZ1178                          STATION DESCRIPTION
 NZ1178
 NZ1178'DESCRIBED BY US GEOLOGICAL SURVEY 1953 (CTN)
 NZ1178'SEE STATION BLAND MTN USGS
 NZ1178
 NZ1178                          STATION RECOVERY (1963)
 NZ1178
 NZ1178'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FN)
 NZ1178'THE STATION WAS RECOVERED AS DESCRIBED.  SEE DESCRIPTION FOR
 NZ1178'BLAND MTN (USGS).
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1928 ***********************************************************************
 QE1928  DESIGNATION -  BLANKLEY
 QE1928  PID         -  QE1928
 QE1928  STATE/COUNTY-  OR/POLK
 QE1928  USGS QUAD   -  SALEM WEST (1986)
 QE1928
 QE1928                         *CURRENT SURVEY CONTROL
 QE1928  ___________________________________________________________________
 QE1928* NAD 83(1991)-  44 57 57.30260(N)    123 05 20.04805(W)     ADJUSTED  
 QE1928* NAVD 88     -       162.4    (meters)     533.     (feet)  VERTCON   
 QE1928  ___________________________________________________________________
 QE1928  LAPLACE CORR-          -7.89  (seconds)                    DEFLEC99
 QE1928  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 QE1928  HORZ ORDER  -  SECOND
 QE1928
 QE1928.The horizontal coordinates were established by classical geodetic methods
 QE1928.and adjusted by the National Geodetic Survey in October 1991.
 QE1928
 QE1928.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE1928.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE1928
 QE1928.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE1928
 QE1928.The geoid height was determined by GEOID03.
 QE1928
 QE1928;                    North         East     Units Scale Factor Converg.
 QE1928;SPC OR N     -   147,646.253 2,295,807.479   MT  0.99990082   -1 50 09.6
 QE1928;SPC OR N     -   484,403.72  7,532,176.77   iFT  0.99990082   -1 50 09.6
 QE1928;UTM  10      - 4,979,168.109   492,988.991   MT  0.99960060   -0 03 46.2
 QE1928
 QE1928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE1928!SPC OR N     -   0.99997809  x   0.99990082  =   0.99987891
 QE1928!UTM  10      -   0.99997809  x   0.99960060  =   0.99957870
 QE1928
 QE1928:                Primary Azimuth Mark                     Grid Az
 QE1928:SPC OR N     -  CRESCENT                                 138 20 07.5
 QE1928:UTM  10      -  CRESCENT                                 136 33 44.1
 QE1928
 QE1928|---------------------------------------------------------------------|
 QE1928| PID    Reference Object                     Distance      Geod. Az  |
 QE1928|                                                           dddmmss.s |
 QE1928| QE1920 CRESCENT                            APPROX. 2.4 KM 1362957.9 |
 QE1928|---------------------------------------------------------------------|
 QE1928
 QE1928                          SUPERSEDED SURVEY CONTROL
 QE1928
 QE1928  NAD 83(1986)-  44 57 57.32697(N)    123 05 20.06298(W) AD(       ) 2
 QE1928  NAD 27      -  44 57 57.89790(N)    123 05 15.71075(W) AD(       ) 2
 QE1928  NGVD 29 (07/19/86)  161.4    (m)          530.     (f) VERT ANG    3  
 QE1928
 QE1928.Superseded values are not recommended for survey control.
 QE1928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1928.See file dsdata.txt to determine how the superseded data were derived.
 QE1928
 QE1928_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ9298979168(NAD 83)
 QE1928_MARKER: Z = SEE DESCRIPTION
 QE1928_SETTING: 0 = UNSPECIFIED SETTING
 QE1928_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE1928
 QE1928  HISTORY     - Date     Condition        Report By
 QE1928  HISTORY     - 1972     MONUMENTED       OR1810
 QE1928  HISTORY     - 19961005 MARK NOT FOUND   USPSQD
 QE1928
 QE1928                          STATION DESCRIPTION
 QE1928
 QE1928'DESCRIBED BY CITY OF SALEM OREGON 1972 (LGH)
 QE1928'THE STATION IS ABOUT 3.5 MILES NORTHWEST OF SALEM IN THE NW 1/4
 QE1928'OF SEC. 17, T7S R3W.
 QE1928'
 QE1928'TO REACH THE STATION FROM THE INTERSECTION OF WALLACE ROAD AND
 QE1928'EDGEWATER STREET, GO NORTHWESTERLY ON WALLACE ROAD 0.68 MILE TO
 QE1928'THE INTERSECTION OF ORCHARD HEIGHTS ROAD, TURN LEFT ON ORCHARD
 QE1928'HEIGHTS ROAD AND GO 2.2 MILES TO THE INTERSECTION OF ORCHARD
 QE1928'HEIGHT ROAD AND 27TH PLACE, TURN RIGHT ON 27TH PLACE AND GO 0.4
 QE1928'MILE TO Y IN DRIVEWAY.  THE STATION IS LOCATED TO THE LEFT IN
 QE1928'FIELD ALONG TREE LINE.
 QE1928'
 QE1928'THE STATION MARK IS A CITY OF SALEM BRASS DISK STAMPED BLANKLEY
 QE1928'1972, SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE POST AND
 QE1928'IS ABOUT 12 INCHES BELOW THE GROUND SURFACE.  THE STATION IS
 QE1928'27.5 FEET SOUTH OF A TRIPLE FIR TREE, 20 FEET SOUTHWEST OF A
 QE1928'OAK FENCE POST AT ANGLE POINT IN FENCE LINE AND 3.3 FEET EAST OF
 QE1928'A METAL WITNESS POST.  THE UNDERGROUND MARK IS AN ALUMINUM CAP
 QE1928'ON AN IRON ROD SET IN A 6 INCH CYLINDRICAL CONCRETE POST ABOUT
 QE1928'36 INCHES BELOW THE GROUND SURFACE.
 QE1928'
 QE1928'HEIGHT OF LIGHT ABOVE STATION MARK 1.54 METERS.
 QE1928
 QE1928                          STATION RECOVERY (1996)
 QE1928
 QE1928'RECOVERY NOTE BY US POWER SQUADRON 1996
 QE1928'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0059 ***********************************************************************
 RC0059  DESIGNATION -  BLAY 2
 RC0059  PID         -  RC0059
 RC0059  STATE/COUNTY-  OR/GILLIAM
 RC0059  USGS QUAD   -  SUNDALE (1971)
 RC0059
 RC0059                         *CURRENT SURVEY CONTROL
 RC0059  ___________________________________________________________________
 RC0059* NAD 83(1986)-  45 41 55.     (N)    120 22 29.     (W)     SCALED    
 RC0059* NAVD 88     -        69.363  (meters)     227.57   (feet)  ADJUSTED  
 RC0059  ___________________________________________________________________
 RC0059  GEOID HEIGHT-         -21.56  (meters)                     GEOID03
 RC0059  DYNAMIC HT  -          69.361 (meters)     227.56  (feet)  COMP
 RC0059  MODELED GRAV-     980,590.2   (mgal)                       NAVD 88
 RC0059
 RC0059  VERT ORDER  -  FIRST     CLASS II
 RC0059
 RC0059.The horizontal coordinates were scaled from a topographic map and have
 RC0059.an estimated accuracy of +/- 6 seconds.
 RC0059
 RC0059.The orthometric height was determined by differential leveling
 RC0059.and adjusted in June 1991.
 RC0059
 RC0059.The geoid height was determined by GEOID03.
 RC0059
 RC0059.The dynamic height is computed by dividing the NAVD 88
 RC0059.geopotential number by the normal gravity value computed on the
 RC0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0059.degrees latitude (g = 980.6199 gals.).
 RC0059
 RC0059.The modeled gravity was interpolated from observed gravity values.
 RC0059
 RC0059;                    North         East    Units  Estimated Accuracy
 RC0059;SPC OR N     -   225,810.    2,509,760.      MT  (+/- 180 meters Scaled)
 RC0059
 RC0059                          SUPERSEDED SURVEY CONTROL
 RC0059
 RC0059  NGVD 29 (??/??/92)   68.374  (m)          224.32   (f) ADJ UNCH    1 2
 RC0059
 RC0059.Superseded values are not recommended for survey control.
 RC0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0059.See file dsdata.txt to determine how the superseded data were derived.
 RC0059
 RC0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGR043639(NAD 83)
 RC0059_MARKER: DD = SURVEY DISK
 RC0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC0059_STAMPING: BLAY 2 1942
 RC0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0059+STABILITY: SURFACE MOTION
 RC0059
 RC0059  HISTORY     - Date     Condition        Report By
 RC0059  HISTORY     - 1942     MONUMENTED       DOD
 RC0059  HISTORY     - 1962     MARK NOT FOUND   NGS
 RC0059
 RC0059                          STATION DESCRIPTION
 RC0059
 RC0059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RC0059'0.2 MI W FROM BLOLOCK.
 RC0059'WAS ABOUT 0.2 MILE NORTHWEST ALONG A ROAD FROM THE POST OFFICE AT
 RC0059'BLALOCK, ABOUT 0.15 MILES SOUTH OF A GRAIN ELEVATOR, ABOUT 0.1 MILE
 RC0059'NORTH OF UNION PACIFIC RAILROAD, 60 FEET WEST OF CENTER LINE OF ROAD
 RC0059'LEADING TO THE GRAIN ELEVATOR.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1625 ***********************************************************************
 OA1625  FBN         -  This is a Federal Base Network Control Station.
 OA1625  DESIGNATION -  BLCO
 OA1625  PID         -  OA1625
 OA1625  STATE/COUNTY-  OR/CURRY
 OA1625  USGS QUAD   -  SIXES (1996)
 OA1625
 OA1625                         *CURRENT SURVEY CONTROL
 OA1625  ___________________________________________________________________
 OA1625* NAD 83(2007)-  42 48 03.96223(N)    124 29 08.58146(W)     ADJUSTED  
 OA1625* NAVD 88     -        53.015  (meters)     173.93   (feet)  ADJUSTED  
 OA1625  ___________________________________________________________________
 OA1625  EPOCH DATE  -        2007.00
 OA1625  X           -  -2,653,790.784 (meters)                     COMP
 OA1625  Y           -  -3,863,352.378 (meters)                     COMP
 OA1625  Z           -   4,311,333.388 (meters)                     COMP
 OA1625  LAPLACE CORR-          12.59  (seconds)                    DEFLEC99
 OA1625  ELLIP HEIGHT-          25.998 (meters)          (02/10/07) ADJUSTED
 OA1625  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 OA1625  DYNAMIC HT  -          53.004 (meters)     173.90  (feet)  COMP
 OA1625
 OA1625  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 OA1625  Type    PID    Designation                      North   East  Ellip
 OA1625  -------------------------------------------------------------------
 OA1625  NETWORK OA1625 BLCO                              0.49   0.41   1.16
 OA1625  -------------------------------------------------------------------
 OA1625  MODELED GRAV-     980,410.4   (mgal)                       NAVD 88
 OA1625
 OA1625  VERT ORDER  -  FIRST     CLASS II
 OA1625
 OA1625.The horizontal coordinates were established by GPS observations
 OA1625.and adjusted by the National Geodetic Survey in February 2007.
 OA1625
 OA1625.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 OA1625.See www.ngs.noaa.gov/NationalReadjustment for more information.
 OA1625.The horizontal coordinates are valid at the epoch date displayed above.
 OA1625.The epoch date for horizontal control is a decimal equivalence
 OA1625.of Year/Month/Day.
 OA1625
 OA1625.The orthometric height was determined by differential leveling
 OA1625.and adjusted in July 2002.
 OA1625
 OA1625.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OA1625
 OA1625.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1625
 OA1625.The ellipsoidal height was determined by GPS observations
 OA1625.and is referenced to NAD 83.
 OA1625
 OA1625.The geoid height was determined by GEOID03.
 OA1625
 OA1625.The dynamic height is computed by dividing the NAVD 88
 OA1625.geopotential number by the normal gravity value computed on the
 OA1625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA1625.degrees latitude (g = 980.6199 gals.).
 OA1625
 OA1625.The modeled gravity was interpolated from observed gravity values.
 OA1625
 OA1625;                    North         East     Units Scale Factor Converg.
 OA1625;SPC OR S     -   133,772.274 1,174,105.195   MT  0.99991506   -2 43 36.5
 OA1625;SPC OR S     -   438,885.41  3,852,051.16   iFT  0.99991506   -2 43 36.5
 OA1625;UTM  10      - 4,739,798.112   378,510.707   MT  0.99978158   -1 00 34.6
 OA1625
 OA1625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1625!SPC OR S     -   0.99999592  x   0.99991506  =   0.99991098
 OA1625!UTM  10      -   0.99999592  x   0.99978158  =   0.99977750
 OA1625
 OA1625                          SUPERSEDED SURVEY CONTROL
 OA1625
 OA1625  NAD 83(1998)-  42 48 03.95840(N)    124 29 08.58370(W) AD(       ) A
 OA1625  ELLIP H (04/24/00)   26.002  (m)                       GP(       ) 3 1
 OA1625  ELLIP H (10/13/99)   26.114  (m)                       GP(       ) 3 1
 OA1625  NAD 83(1991)-  42 48 03.95462(N)    124 29 08.58357(W) AD(       ) B
 OA1625  ELLIP H (02/25/91)   26.214  (m)                       GP(       ) 4 1
 OA1625  NAVD 88 (10/13/99)   53.02   (m)          173.9    (f) LEVELING    3  
 OA1625  NGVD 29 (02/25/91)   52.0    (m)          171.     (f) GPS OBS     3  
 OA1625
 OA1625.Superseded values are not recommended for survey control.
 OA1625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1625.See file dsdata.txt to determine how the superseded data were derived.
 OA1625
 OA1625_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN7851139798(NAD 83)
 OA1625_MARKER: DD = SURVEY DISK
 OA1625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA1625_SP_SET: CONCRETE POST
 OA1625_STAMPING: BLCO 1989
 OA1625_MARK LOGO: ORDT  
 OA1625_MAGNETIC: N = NO MAGNETIC MATERIAL
 OA1625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA1625+STABILITY: SURFACE MOTION
 OA1625_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OA1625+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2003
 OA1625
 OA1625  HISTORY     - Date     Condition        Report By
 OA1625  HISTORY     - 1989     MONUMENTED       ORDT
 OA1625  HISTORY     - 1990     GOOD             USPSQD
 OA1625  HISTORY     - 19931020 GOOD             BLM
 OA1625  HISTORY     - 19980409 GOOD             OR-011
 OA1625  HISTORY     - 19980609 GOOD             NGS
 OA1625  HISTORY     - 20030711 GOOD             USPSQD
 OA1625
 OA1625                          STATION DESCRIPTION
 OA1625
 OA1625'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1989
 OA1625'STATION MARK IS AN ORDOT PRIMARY GPS DISK STAMPED BLCO 1989 SET IN THE
 OA1625'TOP OF A MASS OF CONCRETE 30 CENTIMETERS IN DIAMETER FLUSH WITH THE
 OA1625'GROUND.
 OA1625'THE STATION IS LOCATED ON THE EAST SIDE OF U.S. HIGHWAY 101 AT A POINT
 OA1625'7.24 KM (4.50 MI) NORTH OF PORT ORFORD, OREGON.  THE STATION IS
 OA1625'ADJACENT TO MCKENZIE ROAD, WHICH GOES TO CAPE BLANCO.
 OA1625'TO REACH FROM THE INTERSECTION OF JACKSON STREET AND US 101 (1 BLOCK
 OA1625'SOUTH OF THE POST OFFICE) GO WEST THEN NORTH ON US 101 FOR 6.4 KM
 OA1625'(4.0 MI) TO MILE POST 297 ON THE LEFT, CONTINUE NORTH .16 KM
 OA1625'(0.10 MI) TO THE STATION ON THE RIGHT AND MCKENZIE ROAD ON THE LEFT.
 OA1625'THE STATION IS 24.7 M (81.0 FT) EAST OF THE CENTERLINE US 101, 16.8 M
 OA1625'(55.1 FT) SOUTH OF RIGHT OF WAY POINT 1183+36.99, 15.6 M (51.2 FT)
 OA1625'SOUTH OF THE CENTERLINE OF MCKENZIE ROAD EXTENDED AND 0.7 M (2.3 FT)
 OA1625'WEST OF A WITNESS POST.
 OA1625
 OA1625                          STATION RECOVERY (1990)
 OA1625
 OA1625'RECOVERY NOTE BY US POWER SQUADRON 1990 (AES)
 OA1625'RECOVERED IN GOOD CONDITION.
 OA1625
 OA1625                          STATION RECOVERY (1993)
 OA1625
 OA1625'RECOVERY NOTE BY BUREAU OF LAND MANAGEMENT 1993 (RSK)
 OA1625'RECOVERED AS DESCRIBED.
 OA1625
 OA1625                          STATION RECOVERY (1998)
 OA1625
 OA1625'RECOVERY NOTE BY COOS COUNTY OREGON 1998 (DJN)
 OA1625'THE STATION IS LOCATED ABOUT 7.24 KM (4.50 MI) NORTH OF PORT ORFORD,
 OA1625'7.5 KM (4.65 MI) SOUTHEAST OF THE LIGHTHOUSE AT CAPE BLANCO, 0.6 KM
 OA1625'(0.35 MI) SOUTH OF THE INTERSECTION OF CAPE BLANCO HIGHWAY AND U.S.
 OA1625'HIGHWAY 101, AND ADJACENT TO THE JUNCTION OF MCKENZIE ROAD.
 OA1625'OWNERSHIP--OREGON STATE DEPARTMENT OF TRANSPORTATION.  TO REACH FROM
 OA1625'THE INTERSECTION OF U.S. HIGHWAY 101 AND JACKSON STREET, 1 BLOCK SOUTH
 OA1625'OF THE POST OFFICE IN PORT ORFORD, GO WEST THEN NORTH ON HIGHWAY 101
 OA1625'FOR 6.4 KM (3.95 MI) TO HIGHWAY MILE POST 297 ON THE LEFT.  CONTINUE
 OA1625'NORTH ON HIGHWAY 101 FOR 0.16 KM (0.10 MI) TO THE JUNCTION OF MCKENZIE
 OA1625'ROAD ON THE LEFT AND THE STATION ON THE RIGHT. THE STATION IS AN
 OA1625'OREGON PRIMARY GPS STATION DISK SET IN TOP OF A 30 CM ROUNDED MASS OF
 OA1625'CONCRETE FLUSH WITH THE GROUND.  IT IS 24.7 M (81.0 FT) EAST FROM THE
 OA1625'CENTER OF HIGHWAY 101, 16.8 M (55.1 FT) SOUTH FROM RIGHT OF WAY POINT
 OA1625'MARKER 1183+36.99, 15.6 M (51.2 FT) SOUTH FROM THE EXTENDED CENTER OF
 OA1625'MCKENZIE ROAD, AND 0.7 M (2.3 FT) WEST FROM A WITNESS POST.
 OA1625
 OA1625                          STATION RECOVERY (1998)
 OA1625
 OA1625'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 OA1625'0.1 KM (0.05 MI) WESTERLY ALONG 7TH STREET FROM THE POST OFFICE IN
 OA1625'PORT ORFORD, THENCE 6.6 KM (4.10 MI) NORTHERLY ALONG U.S.  HIGHWAY
 OA1625'101, 2.3 KM (1.40 MI) SOUTH OF THE SIXES POST OFFICE, 24.8 M (81.4 FT)
 OA1625'EAST OF THE HIGHWAY CENTERLINE, 14.6 M (47.9 FT) SOUTH OF THE EXTENDED
 OA1625'CENTER OF MCKENZIE ROAD, 2.0 M (6.6 FT) ABOVE THE LEVEL OF THE
 OA1625'HIGHWAY, 0.8 M (2.6 FT) WEST OF A WITNESS POST, AND THE MONUMENT IS
 OA1625'FLUSH WITH THE GROUND SURFACE.  THE MONUMENT IS A STATE HARN STATION.
 OA1625
 OA1625                          STATION RECOVERY (2003)
 OA1625
 OA1625'RECOVERY NOTE BY US POWER SQUADRON 2003 (AES)
 OA1625'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1323 ***********************************************************************
 OA1323  DESIGNATION -  BLIND
 OA1323  PID         -  OA1323
 OA1323  STATE/COUNTY-  OR/COOS
 OA1323  USGS QUAD   -  NORTH BEND (1971)
 OA1323
 OA1323                         *CURRENT SURVEY CONTROL
 OA1323  ___________________________________________________________________
 OA1323* NAD 83(1991)-  43 22 53.86561(N)    124 12 36.99468(W)     ADJUSTED  
 OA1323* NAVD 88     -         3.3    (meters)      11.     (feet)  VERTCON   
 OA1323  ___________________________________________________________________
 OA1323  LAPLACE CORR-          15.51  (seconds)                    DEFLEC99
 OA1323  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 OA1323  HORZ ORDER  -  THIRD
 OA1323
 OA1323.The horizontal coordinates were established by classical geodetic methods
 OA1323.and adjusted by the National Geodetic Survey in October 1991.
 OA1323
 OA1323.The NAVD 88 height was computed by applying the VERTCON shift value to
 OA1323.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OA1323
 OA1323.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1323
 OA1323.The geoid height was determined by GEOID03.
 OA1323
 OA1323;                    North         East     Units Scale Factor Converg.
 OA1323;SPC OR S     -   197,161.255 1,199,467.546   MT  0.99990150   -2 32 18.2
 OA1323;SPC OR S     -   646,854.51  3,935,260.98   iFT  0.99990150   -2 32 18.2
 OA1323;UTM  10      - 4,803,906.738   401,964.664   MT  0.99971822   -0 49 52.9
 OA1323
 OA1323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1323!SPC OR S     -   1.00000350  x   0.99990150  =   0.99990499
 OA1323!UTM  10      -   1.00000350  x   0.99971822  =   0.99972171
 OA1323
 OA1323:                Primary Azimuth Mark                     Grid Az
 OA1323:SPC OR S     -  HLT 17                                   161 16 54.0
 OA1323:UTM  10      -  HLT 17                                   159 34 28.7
 OA1323
 OA1323|---------------------------------------------------------------------|
 OA1323| PID    Reference Object                     Distance      Geod. Az  |
 OA1323|                                                           dddmmss.s |
 OA1323| OA1283 HLT 17                              APPROX. 1.2 KM 1584435.8 |
 OA1323|---------------------------------------------------------------------|
 OA1323
 OA1323                          SUPERSEDED SURVEY CONTROL
 OA1323
 OA1323  NAD 83(1986)-  43 22 53.86259(N)    124 12 37.04076(W) AD(       ) 3
 OA1323  NAD 27      -  43 22 54.45864(N)    124 12 32.64361(W) AD(       ) 3
 OA1323  NGVD 29 (07/19/86)    2.2    (m)            7.     (f) VERT ANG    3  
 OA1323
 OA1323.Superseded values are not recommended for survey control.
 OA1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1323.See file dsdata.txt to determine how the superseded data were derived.
 OA1323
 OA1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP0196503907(NAD 83)
 OA1323_MARKER: Z = SEE DESCRIPTION
 OA1323_SETTING: 0 = UNSPECIFIED SETTING
 OA1323_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OA1323
 OA1323  HISTORY     - Date     Condition        Report By
 OA1323  HISTORY     - 1965     MONUMENTED       USE
 OA1323
 OA1323                          STATION DESCRIPTION
 OA1323
 OA1323'DESCRIBED BY US ENGINEERS 1965 (HJS)
 OA1323'THE STATION IS LOCATED ABOUT 1700 METERS NORTH OF THE EAST SIDE
 OA1323'OF THE ENTRANCE TO ISTHMUS SLOUGH, ABOUT 700 METERS NORTHWEST OF
 OA1323'U.S. HIGHWAY 101, AND ON AN ISLAND FORMED BY DREDGING SPOIL.
 OA1323'
 OA1323'THE STATION IS A CORPS OF ENGINEERS DISK, STAMPED BLIND, SET
 OA1323'IN THE TOP OF A 2 INCH IRON PIPE WHICH PROJECTS 3 INCHES.  A
 OA1323'WHITE DREDGING BEACON HAS BEEN ERECTED AROUND THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1936 ***********************************************************************
 SC1936  DESIGNATION -  BLIND USE 1935
 SC1936  PID         -  SC1936
 SC1936  STATE/COUNTY-  OR/CLATSOP
 SC1936  USGS QUAD   -  KNAPPA (1986)
 SC1936
 SC1936                         *CURRENT SURVEY CONTROL
 SC1936  ___________________________________________________________________
 SC1936* NAD 83(1991)-  46 14 45.49355(N)    123 31 21.91092(W)     ADJUSTED  
 SC1936* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 SC1936  ___________________________________________________________________
 SC1936  LAPLACE CORR-          12.98  (seconds)                    DEFLEC99
 SC1936  GEOID HEIGHT-         -21.85  (meters)                     GEOID03
 SC1936  HORZ ORDER  -  THIRD
 SC1936
 SC1936.The horizontal coordinates were established by classical geodetic methods
 SC1936.and adjusted by the National Geodetic Survey in October 1991.
 SC1936
 SC1936.The orthometric height was scaled from a topographic map.
 SC1936
 SC1936.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1936
 SC1936.The geoid height was determined by GEOID03.
 SC1936
 SC1936;                    North         East     Units Scale Factor Converg.
 SC1936;SPC OR N     -   290,996.897 2,266,924.933   MT  1.00007189   -2 08 37.3
 SC1936;SPC OR N     -   954,714.23  7,437,417.76   iFT  1.00007189   -2 08 37.3
 SC1936;UTM  10      - 5,121,509.873   459,701.784   MT  0.99961996   -0 22 39.4
 SC1936
 SC1936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1936!SPC OR N     -   1.00000296  x   1.00007189  =   1.00007485
 SC1936!UTM  10      -   1.00000296  x   0.99961996  =   0.99962292
 SC1936
 SC1936                          SUPERSEDED SURVEY CONTROL
 SC1936
 SC1936  NAD 83(1986)-  46 14 45.50606(N)    123 31 21.90235(W) AD(       ) 3
 SC1936  NAD 27      -  46 14 46.11090(N)    123 31 17.42056(W) AD(       ) 3
 SC1936
 SC1936.Superseded values are not recommended for survey control.
 SC1936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1936.See file dsdata.txt to determine how the superseded data were derived.
 SC1936
 SC1936_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS5970221510(NAD 83)
 SC1936_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SC1936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC1936_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SC1936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC1936+STABILITY: SURFACE MOTION
 SC1936
 SC1936  HISTORY     - Date     Condition        Report By
 SC1936  HISTORY     - 1935     MONUMENTED       USE
 SC1936  HISTORY     - 1950     SEE DESCRIPTION  CGS
 SC1936
 SC1936                          STATION DESCRIPTION
 SC1936
 SC1936'DESCRIBED BY US ENGINEERS 1935 (RWK)
 SC1936'STATION IS ON A SMALL MARSHY ISLAND DIRECTLY E OF WOODY ISLAND.  THE
 SC1936'STATION IS ON THE S SIDE NEAR THE W END OF THE ISLAND.
 SC1936'
 SC1936'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 SC1936'CONCRETE AS DESCRIBED IN NOTES 1A AND 11A.
 SC1936'
 SC1936'THE STATION MARK WAS SET IN A SQUARE CONCRETE MONUMENT DIRECTLY
 SC1936'ABOVE THE CENTER OF THE IRON PIPE WHICH HAD PREVIOUSLY BEEN
 SC1936'ESTABLISHED BY THE U.S. ENGINEERS.  MARK WAS STAMPED BLIND
 SC1936'U.S.E. 1935.
 SC1936'
 SC1936'REFERENCE MARK NO.1, IS 8.670 METERS DISTANT FROM THE STATION
 SC1936'AND IN RANGE WITH TRIANGULATION STATION THREE TREE POINT.
 SC1936'
 SC1936'REFERENCE MARK NO.2 IS 8.63 METERS DISTANT FROM THE STATION AND
 SC1936'IN RANGE WITH ALDRICH POINT.
 SC1936
 SC1936                          STATION RECOVERY (1950)
 SC1936
 SC1936'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (WHB)
 SC1936'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE
 SC1936'1935 DESCRIPTION IS ADEQUATE.
 SC1936'
 SC1936'THE DISTANCE TO R.M. 1 IS 10.24 METERS (NOT 8.670 METERS) FROM
 SC1936'THE STATION ON RANGE WITH THREE TREE POINT.  DISK IS STAMPED NO 1.
 SC1936'
 SC1936'R.M. 2 IS 8.63 METERS FROM THE STATION ON RANGE WITH ALDRICH
 SC1936'POINT.  DISK IS STAMPED NO 2 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0269 ***********************************************************************
 NX0269  DESIGNATION -  BLITZEN
 NX0269  PID         -  NX0269
 NX0269  STATE/COUNTY-  OR/HARNEY
 NX0269  USGS QUAD   -  BLITZEN (1971)
 NX0269
 NX0269                         *CURRENT SURVEY CONTROL
 NX0269  ___________________________________________________________________
 NX0269* NAD 83(1991)-  42 36 53.38399(N)    119 04 15.70994(W)     ADJUSTED  
 NX0269* NAVD 88     -      1387.3    (meters)    4552.     (feet)  VERTCON   
 NX0269  ___________________________________________________________________
 NX0269  LAPLACE CORR-           3.07  (seconds)                    DEFLEC99
 NX0269  GEOID HEIGHT-         -19.70  (meters)                     GEOID03
 NX0269  HORZ ORDER  -  THIRD
 NX0269  VERT ORDER  -  THIRD ? (See Below)
 NX0269
 NX0269.The horizontal coordinates were established by classical geodetic methods
 NX0269.and adjusted by the National Geodetic Survey in October 1991.
 NX0269
 NX0269.The NAVD 88 height was computed by applying the VERTCON shift value to
 NX0269.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NX0269.The vertical order pertains to the NGVD 29 superseded value.
 NX0269
 NX0269.The Laplace correction was computed from DEFLEC99 derived deflections.
 NX0269
 NX0269.The geoid height was determined by GEOID03.
 NX0269
 NX0269;                    North         East     Units Scale Factor Converg.
 NX0269;SPC OR S     -   106,325.133 1,617,232.112   MT  0.99994100   +0 58 39.5
 NX0269;SPC OR S     -   348,835.74  5,305,879.63   iFT  0.99994100   +0 58 39.5
 NX0269;UTM  11      - 4,720,122.648   330,139.999   MT  0.99995498   -1 24 09.2
 NX0269
 NX0269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NX0269!SPC OR S     -   0.99978557  x   0.99994100  =   0.99972658
 NX0269!UTM  11      -   0.99978557  x   0.99995498  =   0.99974056
 NX0269
 NX0269|---------------------------------------------------------------------|
 NX0269| PID    Reference Object                     Distance      Geod. Az  |
 NX0269|                                                           dddmmss.s |
 NX0269| CD6901 BLITZEN RM 1                         18.685 METERS 17652     |
 NX0269| NX0280 BEATY                               APPROX.33.3 KM 2201404.3 |
 NX0269| CD6902 BLITZEN RM 2                         16.974 METERS 27518     |
 NX0269|---------------------------------------------------------------------|
 NX0269
 NX0269                          SUPERSEDED SURVEY CONTROL
 NX0269
 NX0269  NAD 83(1986)-  42 36 53.38835(N)    119 04 15.70719(W) AD(       ) 3
 NX0269  NGVD 29 (07/19/86) 1386.1    (m)         4548.     (f) LEVELING    3  
 NX0269
 NX0269.Superseded values are not recommended for survey control.
 NX0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NX0269.See file dsdata.txt to determine how the superseded data were derived.
 NX0269
 NX0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH3014020123(NAD 83)
 NX0269_MARKER: DD = SURVEY DISK
 NX0269_SETTING: 0 = UNSPECIFIED SETTING
 NX0269
 NX0269  HISTORY     - Date     Condition        Report By
 NX0269  HISTORY     - 1971     MONUMENTED       USGS
 NX0269
 NX0269                          STATION DESCRIPTION
 NX0269
 NX0269'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 NX0269'INSTRUMENT STAND 4.75 FT ABOVE STATION MARK.
 NX0269'
 NX0269'LOCATED ABOUT 32 MI (AIRLINE) NW. OF FIELDS.  21 MI NE. OF BEATYS
 NX0269'BUTTE.  17 MI SW. OF FRENCHGLEN.  ABOUT 300 FT W. OF GHOST TOWN OF
 NX0269'BLITZEN.  17 FT N. OF TRACK RD. THROUGH GATE.  4 FT W. AND 5 FT
 NX0269'S. OF FENCE LINES.
 NX0269'
 NX0269'TO REACH FROM FRENCHGLEN POST OFFICE, DRIVE SW. ON STATE HIGHWAY
 NX0269'205 FOR 18.1 MI TO T-RD. JCT. W. TO RANCH AT DRY CREEK.  TURN RIGHT
 NX0269'ON TRACK RD. ON OUTSIDE (NORTH SIDE) OF A JOGGING E.-W. FENCE LINE
 NX0269'FOR 2.1 MI TO RD. FK. NW. OF FENCE CORNER.  TURN RIGHT, W. AND
 NX0269'DRIVE 1.3 MI TO RD. FK. AT POWER LINE.  GO RIGHT (W.) FOLLOWING
 NX0269'POWER LINE, THENCE SOUTH SIDE OF A FENCE LINE FOR 1.0 MI, THENCE
 NX0269'THROUGH GATE S. OF FENCE CORNER.  CONTINUE STRAIGHT AHEAD FOR
 NX0269'0.8 MI TO TRACK RD. FK.  GO RIGHT (NW.) FOR 1.0 MI TO RD. FK.
 NX0269'GO RIGHT, N. 0.1 MI TO GHOST TOWN OF BLITZEN AND T-RD. W. THROUGH
 NX0269'GATE.  TURN LEFT ON TRACK RD. AND DRIVE ABOUT 300 FT W. TO GATE AT
 NX0269'FENCE LINE AND STATION.
 NX0269'
 NX0269'STATION MARK--STANDARD USGS ALUMINUM TABLET STAMPED BLITZEN 1971,
 NX0269'SET IN CONC. POST PROJECTING 0.1 FT.
 NX0269'
 NX0269'REFERENCE MARK NO. 1--A STANDARD USGS BRONZE REFERENCE MARK DISK
 NX0269'STAMPED 1 BLITZEN 1971, CRIMPED TO TOP OF COPPERWELD ROD AND
 NX0269'ENCASED BY 6-INCH PIPE CASING, FLUSH WITH GROUND 1 FT W. OF OLD
 NX0269'FENCE LINE.
 NX0269'
 NX0269'REFERENCE MARK NO. 2--A STANDARD USGS BRONZE REFERENCE MARK DISK
 NX0269'STAMPED 2 BLITZEN 1971, CRIMPED TO TOP OF COPPERWELD ROD AND
 NX0269'ENCASED BY 6-INCH PIPE CASING, PROJECTING 0.1 FT ABOVE GROUND, 1 FT
 NX0269'S. OF OLD FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2531 ***********************************************************************
 QE2531  DESIGNATION -  BLOCK
 QE2531  PID         -  QE2531
 QE2531  STATE/COUNTY-  OR/LINCOLN
 QE2531  USGS QUAD   -  NEWPORT SOUTH (1984)
 QE2531
 QE2531                         *CURRENT SURVEY CONTROL
 QE2531  ___________________________________________________________________
 QE2531* NAD 83(1991)-  44 36 53.84354(N)    124 03 54.46376(W)     ADJUSTED  
 QE2531* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 QE2531  ___________________________________________________________________
 QE2531  LAPLACE CORR-          17.14  (seconds)                    DEFLEC99
 QE2531  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 QE2531  HORZ ORDER  -  THIRD
 QE2531
 QE2531.The horizontal coordinates were established by classical geodetic methods
 QE2531.and adjusted by the National Geodetic Survey in October 1991.
 QE2531
 QE2531.The orthometric height was scaled from a topographic map.
 QE2531
 QE2531.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2531
 QE2531.The geoid height was determined by GEOID03.
 QE2531
 QE2531;                    North         East     Units Scale Factor Converg.
 QE2531;SPC OR N     -   111,618.259 2,217,133.085   MT  0.99994098   -2 31 42.0
 QE2531;SPC OR N     -   366,201.64  7,274,058.68   iFT  0.99994098   -2 31 42.0
 QE2531;UTM  10      - 4,940,730.127   415,491.133   MT  0.99968782   -0 44 53.3
 QE2531
 QE2531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2531!SPC OR N     -   1.00000344  x   0.99994098  =   0.99994442
 QE2531!UTM  10      -   1.00000344  x   0.99968782  =   0.99969126
 QE2531
 QE2531:                Primary Azimuth Mark                     Grid Az
 QE2531:SPC OR N     -  YAQUINA OLD LIGHTHOUSE                   011 51 43.1
 QE2531:UTM  10      -  YAQUINA OLD LIGHTHOUSE                   010 04 54.4
 QE2531
 QE2531|---------------------------------------------------------------------|
 QE2531| PID    Reference Object                     Distance      Geod. Az  |
 QE2531|                                                           dddmmss.s |
 QE2531| QE2507 YAQUINA OLD LIGHTHOUSE              APPROX. 1.0 KM 0092001.1 |
 QE2531| QE2527 NEWPORT CENTER OF BRIDGE LIGHT      APPROX. 1.1 KM 0355926.0 |
 QE2531| QE2442 YAQUINA HEAD LIGHTHOUSE             APPROX. 7.0 KM 3503736.3 |
 QE2531|---------------------------------------------------------------------|
 QE2531
 QE2531                          SUPERSEDED SURVEY CONTROL
 QE2531
 QE2531  NAD 83(1986)-  44 36 53.88130(N)    124 03 54.50559(W) AD(       ) 3
 QE2531  NAD 27      -  44 36 54.45000(N)    124 03 50.09000(W) AD(       ) 3
 QE2531
 QE2531.Superseded values are not recommended for survey control.
 QE2531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2531.See file dsdata.txt to determine how the superseded data were derived.
 QE2531
 QE2531_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ1549140730(NAD 83)
 QE2531
 QE2531  HISTORY     - Date     Condition        Report By
 QE2531  HISTORY     - 1953     MONUMENTED       CGS
 QE2531  HISTORY     - 1973     SEE DESCRIPTION  NGS
 QE2531
 QE2531                          STATION DESCRIPTION
 QE2531
 QE2531'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (FAR)
 QE2531'THE STATION IS LOCATED AT NEWPORT, ON A JETTY ON THE S SIDE OF
 QE2531'THE ENTRANCE TO YAQUINA BAY, ABOUT 1075 M. W OF THE HIGHWAY
 QE2531'BRIDGE, DIRECTLY ACROSS THE ENTRANCE FROM THE BEND IN THE N JETTY,
 QE2531'AT THE INSHORE END OF THE SIXTH ROCK GROIN W OF THE BRIDGE, ON TOP
 QE2531'OF A 4- BY 4-FT. CONCRETE BLOCK 6 FT. HIGH.  THE STATION MARK IS
 QE2531'A CHISELED CROSS, 0.58 M. S OF THE N EDGE, AND 0.58 M. E OF THE
 QE2531'W EDGE OF THE BLOCK.  APPROXIMATE ELEVATION ABOVE
 QE2531'HIGH-WATERMARK IS 8 FT.
 QE2531
 QE2531                          STATION RECOVERY (1973)
 QE2531
 QE2531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RBM)
 QE2531'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE
 QE2531'CONCRETE BLOCK IS PAINTED WHITE, AND IT WAS PROBABLY THE BASE
 QE2531'OF A FORMER AID TO NAVIGATION.
 QE2531'
 QE2531'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QE2531'AT NEWPORT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2084 ***********************************************************************
 RC2084  DESIGNATION -  BLOCK SIGNAL W OF SQUALLY PT
 RC2084  PID         -  RC2084
 RC2084  STATE/COUNTY-  OR/WASCO
 RC2084  USGS QUAD   -  THE DALLES NORTH (1994)
 RC2084
 RC2084                         *CURRENT SURVEY CONTROL
 RC2084  ___________________________________________________________________
 RC2084* NAD 83(1991)-  45 40 06.17870(N)    121 14 09.37583(W)     ADJUSTED  
 RC2084* NAVD 88     -              **(meters)            **(feet)            
 RC2084  ___________________________________________________________________
 RC2084  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 RC2084  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 RC2084  HORZ ORDER  -  THIRD
 RC2084
 RC2084.The horizontal coordinates were established by classical geodetic methods
 RC2084.and adjusted by the National Geodetic Survey in October 1991.
 RC2084
 RC2084
 RC2084.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2084
 RC2084.The geoid height was determined by GEOID03.
 RC2084
 RC2084;                    North         East     Units Scale Factor Converg.
 RC2084;SPC OR N     -   222,698.650 2,442,656.890   MT  0.99993259   -0 31 18.9
 RC2084;SPC OR N     -   730,638.62  8,013,966.17   iFT  0.99993259   -0 31 18.9
 RC2084;SPC WA S     -    37,508.958   442,650.685   MT  1.00004147   -0 32 04.5
 RC2084;SPC WA S     -   123,060.64  1,452,263.12   sFT  1.00004147   -0 32 04.5
 RC2084;UTM  10      - 5,058,716.979   637,408.664   MT  0.99983213   +1 15 43.4
 RC2084
 RC2084                          SUPERSEDED SURVEY CONTROL
 RC2084
 RC2084  NAD 83(1986)-  45 40 06.19127(N)    121 14 09.36588(W) AD(       ) 4
 RC2084  NAD 27      -  45 40 06.75000(N)    121 14 05.11000(W) AD(       ) 3
 RC2084
 RC2084.Superseded values are not recommended for survey control.
 RC2084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2084.See file dsdata.txt to determine how the superseded data were derived.
 RC2084
 RC2084_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR3740958717(NAD 83)
 RC2084
 RC2084  HISTORY     - Date     Condition        Report By
 RC2084  HISTORY     - 1939     MONUMENTED       CGS
 RC2084  HISTORY     - 1949     SEE DESCRIPTION  CGS
 RC2084  HISTORY     - 1959     SEE DESCRIPTION  CGS
 RC2084
 RC2084                          STATION DESCRIPTION
 RC2084
 RC2084'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (HJH)
 RC2084'STATION RECOVERED IN GOOD CONDITION.
 RC2084'
 RC2084'THIS INTERSECTION STATION IS THE BASE OF RAILROAD SEMAPHORE 783
 RC2084'ALONG THE UNION PACIFIC RAILROAD, 3/4 MILE W OF SQUALLY POINT
 RC2084'NAVIGATION LIGHT.
 RC2084
 RC2084                          STATION RECOVERY (1959)
 RC2084
 RC2084'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LGT)
 RC2084'RECOVERED IN GOOD CONDITION AS DESCRIBED, EXCEPT THAT THE STATION
 RC2084'PLOTS ABOUT 1.0 MILE WEST OF SQUALLY POINT LIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2560 ***********************************************************************
 QE2560  DESIGNATION -  BLODGETT
 QE2560  PID         -  QE2560
 QE2560  STATE/COUNTY-  OR/LINCOLN
 QE2560  USGS QUAD   -  YACHATS (1984)
 QE2560
 QE2560                         *CURRENT SURVEY CONTROL
 QE2560  ___________________________________________________________________
 QE2560* NAD 83(1991)-  44 20 45.14920(N)    124 03 34.71350(W)     ADJUSTED  
 QE2560* NAVD 88     -       322.3    (meters)    1057.     (feet)  VERTCON   
 QE2560  ___________________________________________________________________
 QE2560  LAPLACE CORR-          16.36  (seconds)                    DEFLEC99
 QE2560  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 QE2560  HORZ ORDER  -  SECOND
 QE2560
 QE2560.The horizontal coordinates were established by classical geodetic methods
 QE2560.and adjusted by the National Geodetic Survey in October 1991.
 QE2560
 QE2560.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE2560.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE2560
 QE2560.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2560
 QE2560.The geoid height was determined by GEOID03.
 QE2560
 QE2560;                    North         East     Units Scale Factor Converg.
 QE2560;SPC OR N     -    81,728.263 2,216,251.134   MT  0.99999687   -2 31 28.0
 QE2560;SPC OR N     -   268,137.35  7,271,165.14   iFT  0.99999687   -2 31 28.0
 QE2560;SPC OR S     -   303,669.684 1,216,213.695   MT  1.00010636   -2 26 07.2
 QE2560;SPC OR S     -   996,291.61  3,990,202.41   iFT  1.00010636   -2 26 07.2
 QE2560;UTM  10      - 4,910,835.514   415,539.062   MT  0.99968773   -0 44 26.6
 QE2560
 QE2560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2560!SPC OR N     -   0.99995319  x   0.99999687  =   0.99995006
 QE2560!SPC OR S     -   0.99995319  x   1.00010636  =   1.00005954
 QE2560!UTM  10      -   0.99995319  x   0.99968773  =   0.99964093
 QE2560
 QE2560:                Primary Azimuth Mark                     Grid Az
 QE2560:SPC OR N     -  BURNT                                    069 26 01.1
 QE2560:SPC OR S     -  BURNT                                    069 20 40.3
 QE2560:UTM  10      -  BURNT                                    067 38 59.7
 QE2560
 QE2560|---------------------------------------------------------------------|
 QE2560| PID    Reference Object                     Distance      Geod. Az  |
 QE2560|                                                           dddmmss.s |
 QE2560| QE2301 BURNT                               APPROX. 5.7 KM 0665433.1 |
 QE2560|---------------------------------------------------------------------|
 QE2560
 QE2560                          SUPERSEDED SURVEY CONTROL
 QE2560
 QE2560  NAD 83(1986)-  44 20 45.16447(N)    124 03 34.78118(W) AD(       ) 2
 QE2560  NAD 27      -  44 20 45.73527(N)    124 03 30.34981(W) AD(       ) 2
 QE2560  NGVD 29 (07/19/86)  321.2    (m)         1054.     (f) VERT ANG    3  
 QE2560
 QE2560.Superseded values are not recommended for survey control.
 QE2560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2560.See file dsdata.txt to determine how the superseded data were derived.
 QE2560
 QE2560_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ1553910836(NAD 83)
 QE2560_MARKER: DD = SURVEY DISK
 QE2560_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QE2560_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 QE2560_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE2560
 QE2560  HISTORY     - Date     Condition        Report By
 QE2560  HISTORY     - 1965     MONUMENTED       ORDT
 QE2560  HISTORY     - 1978     SEE DESCRIPTION  NGS
 QE2560  HISTORY     - 1980     GOOD             NGS
 QE2560
 QE2560                          STATION DESCRIPTION
 QE2560
 QE2560'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1965 (PAS)
 QE2560'THE STATION IS 3-1/4 MILES N.E. OF YACHATS ON BLODGETT PK.
 QE2560'
 QE2560'TO REACH STATION FROM THE YACHATS POST OFFICE GO N. ON U.S. HYWAY
 QE2560'101 FOR 3.7 MILES TO A SIDE ROAD ON RIGHT (BLODGETT RD. AND ANGELL
 QE2560'CAMP (FS 1460) TURN RIGHT AND GO E. ON WINDING GRAVEL ROAD
 QE2560'(MAIN TRAVELED) FOR 3.5 MILES TO A FORK, GO LEFT (SIGN TRAIL
 QE2560'BLODGETT PK.) FOR 0.6 MILE TO END OF ROAD AND STATION.
 QE2560'
 QE2560'THE STATION IS 150 FT. S.W. OF SUMMIT OF HILL.  3 FT. S.E. OF
 QE2560'N.W. CORNER OF FOUNDATION, 40 FT. W. OF ROAD, PROJECTS 1 FT.
 QE2560'
 QE2560'THE STATION MARK, STAMPED BLODGETT USC AND GS 1965, IS A STATE
 QE2560'HIGHWAY DEPT. STATION MARK DISK BRAZED TO THE TOP OF A 3-INCH PIPE,
 QE2560'SET IN CONCRETE.
 QE2560'
 QE2560'THERE WERE NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.
 QE2560
 QE2560                          STATION RECOVERY (1978)
 QE2560
 QE2560'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 QE2560'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE TO
 QE2560'REACH IS CORRECT, AND ADEQUATE FOR RECOVERY.
 QE2560'
 QE2560'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QE2560'3-1/2 MILES NNE OF YACHATS.
 QE2560
 QE2560                          STATION RECOVERY (1980)
 QE2560
 QE2560'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 QE2560'THE STATION WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARK 1 AND
 QE2560'2 WERE ESTABLISHED AT THIS TIME.  THERE IS NO SUITABLE PLACE FOR AN
 QE2560'AZIMUTH MARK.
 QE2560'
 QE2560'THE STATION IS LOCATED ABOUT 3-1/4 MILES NORTHEAST OF YACHATS ON
 QE2560'BLODGETT PEAK, ABOUT 150 FEET SOUTHWEST OF THE SUMMIT.
 QE2560'
 QE2560'TO REACH THE STATION FROM THE POST OFFICE IN YACHATS GO NORTH ON THE
 QE2560'COAST HIGHWAY FOR 3.9 MILES TO A ROAD RIGHT, FOREST SERVICE ROAD
 QE2560'1640, TURN RIGHT AND GO 3.9 MILES TO A ROAD FORK, TURN HARD LEFT AND
 QE2560'GO 0.6 MILE TO THE END OF ROAD AND STATION.  NOTE THE LAST 0.3 MILE
 QE2560'OF THE ROAD IS COVERED WITH BRUSH AND THE ROAD IN POOR REPAIR.
 QE2560'
 QE2560'THE STATION IS A STANDARD ORGEON STATE HIGHWAY DEPARTMENT DISK
 QE2560'STAMPED---BLODGET USC+GS 1965---SET INTO THE TOP OF A METAL PIPE
 QE2560'3 1/2 INCHES IN DIAMETER PROJECTING 14 INCHES
 QE2560'ABOVE THE GROUND LOCATED 11.3 METERS (37 FEET) WSW
 QE2560'FROM THE CENTERLINE OF A TRACK RD, 0.91 METER (3.0 FEET) S FROM THE
 QE2560'NW COR OF AN OLD FOUNDATION, AND 0.79 METER (2.6 FEET) S FROM A METAL
 QE2560'WITNESS POST.
 QE2560'
 QE2560'REFERENCE MARK NO. 1 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 QE2560'STAMPED---BLODGETT OSHD 1965 NO 1 1980---SET INTO ROCK OUTCROP
 QE2560'LOCATED 3.0 METERS (10 FEET) E FROM THE CENTERLINE OF A TRACK ROAD
 QE2560'AND 1/2 FOOT HIGHER THAN THE STATION.
 QE2560'
 QE2560'REFERENCE MARK NO. 2 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 QE2560'STAMPED---BLODGETT OSHD 1965 NO 2 1980---SET INTO A DRILL HOLE IN
 QE2560'AN OLD CONCRETE FOUNDATION THAT IS 6 INCHES WIDE.  MARK IS LOCATED
 QE2560'6.1 METERS (20 FEET) SSW FROM A METAL WITNESS POST, 0.30 METER (1.0
 QE2560'FOOT) ENE FROM THE SOUTHWEST CORNER OF THE FOUNDATION, AND 1/2 FOOT
 QE2560'LOWER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1218 ***********************************************************************
 OA1218  DESIGNATION -  BLOW
 OA1218  PID         -  OA1218
 OA1218  STATE/COUNTY-  OR/DOUGLAS
 OA1218  USGS QUAD   -  WINCHESTER BAY (1985)
 OA1218
 OA1218                         *CURRENT SURVEY CONTROL
 OA1218  ___________________________________________________________________
 OA1218* NAD 83(1991)-  43 41 51.11920(N)    124 11 08.28739(W)     ADJUSTED  
 OA1218* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 OA1218  ___________________________________________________________________
 OA1218  LAPLACE CORR-          15.33  (seconds)                    DEFLEC99
 OA1218  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 OA1218  HORZ ORDER  -  THIRD
 OA1218
 OA1218.The horizontal coordinates were established by classical geodetic methods
 OA1218.and adjusted by the National Geodetic Survey in October 1991.
 OA1218
 OA1218.The orthometric height was scaled from a topographic map.
 OA1218
 OA1218.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1218
 OA1218.The geoid height was determined by GEOID03.
 OA1218
 OA1218;                    North         East     Units Scale Factor Converg.
 OA1218;SPC OR S     -   232,134.161 1,203,006.158   MT  0.99993719   -2 31 17.5
 OA1218;SPC OR S     -   761,595.02  3,946,870.60   iFT  0.99993719   -2 31 17.5
 OA1218;UTM  10      - 4,838,962.364   404,460.841   MT  0.99971227   -0 49 09.0
 OA1218
 OA1218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1218!SPC OR S     -   1.00000334  x   0.99993719  =   0.99994053
 OA1218!UTM  10      -   1.00000334  x   0.99971227  =   0.99971561
 OA1218
 OA1218:                Primary Azimuth Mark                     Grid Az
 OA1218:SPC OR S     -  COAST GUARD STATION FLAGPOLE             107 20 54.5
 OA1218:UTM  10      -  COAST GUARD STATION FLAGPOLE             105 38 46.0
 OA1218
 OA1218|---------------------------------------------------------------------|
 OA1218| PID    Reference Object                     Distance      Geod. Az  |
 OA1218|                                                           dddmmss.s |
 OA1218| OA1183 COAST GUARD STATION FLAGPOLE        APPROX. 0.7 KM 1044937.0 |
 OA1218| OA1182 CORNWALL                            APPROX. 1.3 KM 1533026.7 |
 OA1218|---------------------------------------------------------------------|
 OA1218
 OA1218                          SUPERSEDED SURVEY CONTROL
 OA1218
 OA1218  NAD 83(1986)-  43 41 51.12269(N)    124 11 08.33561(W) AD(       ) 3
 OA1218  NAD 27      -  43 41 51.69300(N)    124 11 03.93900(W) AD(       ) 3
 OA1218
 OA1218.Superseded values are not recommended for survey control.
 OA1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1218.See file dsdata.txt to determine how the superseded data were derived.
 OA1218
 OA1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP0446138962(NAD 83)
 OA1218
 OA1218  HISTORY     - Date     Condition        Report By
 OA1218  HISTORY     - 1920     MONUMENTED       CGS
 OA1218  HISTORY     - 1948     SEE DESCRIPTION  CGS
 OA1218
 OA1218                          STATION DESCRIPTION
 OA1218
 OA1218'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (OWS)
 OA1218'LOCATED ON THE HIGHEST PORTION OF THE SAND HILL LYING W OF THE
 OA1218'COAST GUARD STATION AND ABOUT HALF WAY TO THE BEACH.  NOT MARKED
 OA1218'AS THIS HILL IS CONSTANTLY CHANGING.
 OA1218
 OA1218                          STATION RECOVERY (1948)
 OA1218
 OA1218'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RAE)
 OA1218'THIS STATION WAS NOT MARKED AND IS, THEREFORE, NOT RECOVERABLE.  IT
 OA1218'SHOULD BE CLASSIFIED AS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1543 ***********************************************************************
 OA1543  DESIGNATION -  BLOW
 OA1543  PID         -  OA1543
 OA1543  STATE/COUNTY-  OR/COOS
 OA1543  USGS QUAD   -  EMPIRE (1970)
 OA1543
 OA1543                         *CURRENT SURVEY CONTROL
 OA1543  ___________________________________________________________________
 OA1543* NAD 83(1991)-  43 27 18.68915(N)    124 16 12.15221(W)     ADJUSTED  
 OA1543* NAVD 88     -        18.     (meters)      59.     (feet)  SCALED    
 OA1543  ___________________________________________________________________
 OA1543  LAPLACE CORR-          17.35  (seconds)                    DEFLEC99
 OA1543  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 OA1543  HORZ ORDER  -  THIRD
 OA1543
 OA1543.The horizontal coordinates were established by classical geodetic methods
 OA1543.and adjusted by the National Geodetic Survey in October 1991.
 OA1543
 OA1543.The orthometric height was scaled from a topographic map.
 OA1543
 OA1543.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1543
 OA1543.The geoid height was determined by GEOID03.
 OA1543
 OA1543;                    North         East     Units Scale Factor Converg.
 OA1543;SPC OR S     -   205,541.206 1,194,997.498   MT  0.99990709   -2 34 45.4
 OA1543;SPC OR S     -   674,347.79  3,920,595.47   iFT  0.99990709   -2 34 45.4
 OA1543;UTM  10      - 4,812,148.383   397,247.918   MT  0.99972987   -0 52 24.9
 OA1543
 OA1543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1543!SPC OR S     -   1.00000124  x   0.99990709  =   0.99990833
 OA1543!UTM  10      -   1.00000124  x   0.99972987  =   0.99973111
 OA1543
 OA1543:                Primary Azimuth Mark                     Grid Az
 OA1543:SPC OR S     -  OIL                                      212 54 46.7
 OA1543:UTM  10      -  OIL                                      211 12 26.2
 OA1543
 OA1543|---------------------------------------------------------------------|
 OA1543| PID    Reference Object                     Distance      Geod. Az  |
 OA1543|                                                           dddmmss.s |
 OA1543| OA1505 OIL                                 APPROX. 2.9 KM 2102001.3 |
 OA1543|---------------------------------------------------------------------|
 OA1543
 OA1543                          SUPERSEDED SURVEY CONTROL
 OA1543
 OA1543  NAD 83(1986)-  43 27 18.68892(N)    124 16 12.19902(W) AD(       ) 3
 OA1543  NAD 27      -  43 27 19.24700(N)    124 16 07.78900(W) AD(       ) 3
 OA1543
 OA1543.Superseded values are not recommended for survey control.
 OA1543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1543.See file dsdata.txt to determine how the superseded data were derived.
 OA1543
 OA1543_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCP9724812148(NAD 83)
 OA1543
 OA1543  HISTORY     - Date     Condition        Report By
 OA1543  HISTORY     - 1928     MONUMENTED       CGS
 OA1543
 OA1543                          STATION DESCRIPTION
 OA1543
 OA1543'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (GLB)
 OA1543'STATION IS LOCATED ABOUT 6-1/4 MILES N OF THE COOS BAY ENTRANCE,
 OA1543'AND 1/4 MILE IN FROM THE BEACH.  THE STATION IS ON THE HIGHEST
 OA1543'PART OF A BARE SAND RIDGE.
 OA1543'
 OA1543'TEMPORARY STATION.  MARKED BY A 1- BY 4-INCH STAKE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2629 ***********************************************************************
 QE2629  DESIGNATION -  BLOWOUT
 QE2629  PID         -  QE2629
 QE2629  STATE/COUNTY-  OR/LINN
 QE2629  USGS QUAD   -  DETROIT (1994)
 QE2629
 QE2629                         *CURRENT SURVEY CONTROL
 QE2629  ___________________________________________________________________
 QE2629* NAD 83(1991)-  44 41 44.51074(N)    122 08 38.60685(W)     ADJUSTED  
 QE2629* NAVD 88     -      1147.7    (meters)    3765.     (feet)  VERTCON   
 QE2629  ___________________________________________________________________
 QE2629  LAPLACE CORR-           4.97  (seconds)                    DEFLEC99
 QE2629  GEOID HEIGHT-         -21.90  (meters)                     GEOID03
 QE2629  HORZ ORDER  -  THIRD
 QE2629
 QE2629.The horizontal coordinates were established by classical geodetic methods
 QE2629.and adjusted by the National Geodetic Survey in October 1991.
 QE2629
 QE2629.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE2629.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE2629
 QE2629.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2629
 QE2629.The geoid height was determined by GEOID03.
 QE2629
 QE2629;                    North         East     Units Scale Factor Converg.
 QE2629;SPC OR N     -   115,673.603 2,369,705.276   MT  0.99992845   -1 09 57.4
 QE2629;SPC OR N     -   379,506.57  7,774,623.61   iFT  0.99992845   -1 09 57.4
 QE2629;UTM  10      - 4,949,503.446   567,817.526   MT  0.99965656   +0 36 07.4
 QE2629
 QE2629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2629!SPC OR N     -   0.99982351  x   0.99992845  =   0.99975197
 QE2629!UTM  10      -   0.99982351  x   0.99965656  =   0.99948013
 QE2629
 QE2629                          SUPERSEDED SURVEY CONTROL
 QE2629
 QE2629  NAD 83(1986)-  44 41 44.53022(N)    122 08 38.62062(W) AD(       ) 3
 QE2629  NGVD 29 (04/26/90) 1146.6    (m)         3762.     (f) VERT ANG    3  
 QE2629
 QE2629.Superseded values are not recommended for survey control.
 QE2629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2629.See file dsdata.txt to determine how the superseded data were derived.
 QE2629
 QE2629_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ6781849503(NAD 83)
 QE2629_MARKER: DS = TRIANGULATION STATION DISK
 QE2629_SETTING: 80 = SET IN A BOULDER
 QE2629_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QE2629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE2629+STABILITY: SURFACE MOTION
 QE2629
 QE2629  HISTORY     - Date     Condition        Report By
 QE2629  HISTORY     - 1955     MONUMENTED       USGS
 QE2629
 QE2629                          STATION DESCRIPTION
 QE2629
 QE2629'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 QE2629'LOCATED ABOUT 7 MI NW. OF COFFIN MTN., 5.7 MI ESE. OF DETROIT
 QE2629'DAM, 2.5 MI S. OF DETROIT.  ON HIGHEST PART OF NORTHEAST END OF
 QE2629'LOGGED-OVER MOUNTAIN.
 QE2629'
 QE2629'TO REACH FROM IDANHA POST OFFICE, DRIVE 1.4 MI W. ON STATE HWY.
 QE2629'22 TO SIGN BLOWOUT ROAD.  TURN LEFT 6.3 MI S. ON BLOWOUT RD. TO
 QE2629'RD. FORKS.  TAKE LEFT FORK 1.3 MI TO RD. FORKS.  TAKE RIGHT FORK
 QE2629'0.2 MI TO RD. FORKS.  TAKE RIGHT FORK 1.7 MI TO RD. FORKS.  TAKE
 QE2629'LEFT FORK 2.4 MI TO RD. FORK NEAR SADDLE.  TAKE LEFT FORK 0.5 MI
 QE2629'TO RD. FORKS.  TAKE RIGHT FORK 0.7 MI TO END OF RD. AT LARGE SPAR
 QE2629'TREE.  HIKE NW. UP SLOPE TO TOP AND STATION.  A 10-MINUTE HIKE.
 QE2629'
 QE2629'STATION MARK--STANDARD TABLET STAMPED---BLOWOUT 1955---, CEMENTED
 QE2629'IN DRILL HOLE IN IMBEDDED BOULDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1293 ***********************************************************************
 QE1293  DESIGNATION -  BLUE
 QE1293  PID         -  QE1293
 QE1293  STATE/COUNTY-  OR/LINCOLN
 QE1293  USGS QUAD   -  YACHATS (1984)
 QE1293
 QE1293                         *CURRENT SURVEY CONTROL
 QE1293  ___________________________________________________________________
 QE1293* NAD 83(1991)-  44 21 50.27352(N)    124 05 35.10903(W)     ADJUSTED  
 QE1293* NAVD 88     -        11.008  (meters)      36.12   (feet)  ADJUSTED  
 QE1293  ___________________________________________________________________
 QE1293  LAPLACE CORR-          15.79  (seconds)                    DEFLEC99
 QE1293  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 QE1293  DYNAMIC HT  -          11.007 (meters)      36.11  (feet)  COMP
 QE1293  MODELED GRAV-     980,584.5   (mgal)                       NAVD 88
 QE1293
 QE1293  HORZ ORDER  -  THIRD
 QE1293  VERT ORDER  -  FIRST     CLASS II
 QE1293
 QE1293.The horizontal coordinates were established by classical geodetic methods
 QE1293.and adjusted by the National Geodetic Survey in October 1991.
 QE1293
 QE1293.The orthometric height was determined by differential leveling
 QE1293.and adjusted in June 1991.
 QE1293
 QE1293.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE1293
 QE1293.The geoid height was determined by GEOID03.
 QE1293
 QE1293.The dynamic height is computed by dividing the NAVD 88
 QE1293.geopotential number by the normal gravity value computed on the
 QE1293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1293.degrees latitude (g = 980.6199 gals.).
 QE1293
 QE1293.The modeled gravity was interpolated from observed gravity values.
 QE1293
 QE1293;                    North         East     Units Scale Factor Converg.
 QE1293;SPC OR N     -    83,854.429 2,213,676.404   MT  0.99999243   -2 32 53.4
 QE1293;SPC OR N     -   275,112.96  7,262,717.86   iFT  0.99999243   -2 32 53.4
 QE1293;SPC OR S     -   305,792.068 1,213,635.349   MT  1.00011294   -2 27 29.5
 QE1293;SPC OR S     - 1,003,254.82  3,981,743.27   iFT  1.00011294   -2 27 29.5
 QE1293;UTM  10      - 4,912,879.882   412,900.200   MT  0.99969330   -0 45 51.7
 QE1293
 QE1293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE1293!SPC OR N     -   1.00000203  x   0.99999243  =   0.99999446
 QE1293!SPC OR S     -   1.00000203  x   1.00011294  =   1.00011497
 QE1293!UTM  10      -   1.00000203  x   0.99969330  =   0.99969533
 QE1293
 QE1293:                Primary Azimuth Mark                     Grid Az
 QE1293:SPC OR N     -  CUTOVER                                  108 02 22.3
 QE1293:SPC OR S     -  CUTOVER                                  107 56 58.4
 QE1293:UTM  10      -  CUTOVER                                  106 15 20.6
 QE1293
 QE1293|---------------------------------------------------------------------|
 QE1293| PID    Reference Object                     Distance      Geod. Az  |
 QE1293|                                                           dddmmss.s |
 QE1293| QE2565 CUTOVER                             APPROX. 3.4 KM 1052928.9 |
 QE1293| CD9613 BLUE RM 1                            15.135 METERS 11102     |
 QE1293| QE1292 BLUE RM 2                            17.148 METERS 16615     |
 QE1293|---------------------------------------------------------------------|
 QE1293
 QE1293                          SUPERSEDED SURVEY CONTROL
 QE1293
 QE1293  NAD 83(1986)-  44 21 50.28861(N)    124 05 35.17677(W) AD(       ) 3
 QE1293  NAD 27      -  44 21 50.83780(N)    124 05 30.73642(W) AD(       ) 3
 QE1293  NGVD 29 (??/??/92)    9.980  (m)           32.74   (f) ADJ UNCH    1 2
 QE1293
 QE1293.Superseded values are not recommended for survey control.
 QE1293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1293.See file dsdata.txt to determine how the superseded data were derived.
 QE1293
 QE1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ1290012880(NAD 83)
 QE1293_MARKER: DS = TRIANGULATION STATION DISK
 QE1293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE1293_SP_SET: CONCRETE POST
 QE1293_STAMPING: BLUE 1927
 QE1293_MARK LOGO: CGS   
 QE1293_PROJECTION: RECESSED 4 CENTIMETERS
 QE1293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE1293+STABILITY: SURFACE MOTION
 QE1293
 QE1293  HISTORY     - Date     Condition        Report By
 QE1293  HISTORY     - 1927     MONUMENTED       CGS
 QE1293  HISTORY     - 1927     GOOD             CGS
 QE1293  HISTORY     - 1934     SEE DESCRIPTION  CGS
 QE1293  HISTORY     - 1941     SEE DESCRIPTION  CGS
 QE1293  HISTORY     - 1963     SEE DESCRIPTION  CGS
 QE1293  HISTORY     - 1971     SEE DESCRIPTION  NGS
 QE1293  HISTORY     - 1980     GOOD             NGS
 QE1293  HISTORY     - 1980     GOOD             NGS
 QE1293  HISTORY     - 1988     GOOD             NGS
 QE1293  HISTORY     - 20060722 MARK NOT FOUND   INDIV
 QE1293
 QE1293                          STATION DESCRIPTION
 QE1293
 QE1293'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (GLB)
 QE1293'THIS STATION IS ON A HIGH CLAY BANK ABOUT 5 MILES N OF YACHATS
 QE1293'AND ABOUT 1 MILE S OF THE MOUTH OF BIG CREEK, ABOUT 50 METERS
 QE1293'N OF AN OLD ROAD LEADING TO SOME DESERTED RANCH BUILDINGS,
 QE1293'IN AN OPEN STRETCH OF GRAZING LAND WITH A THICK TANGLE OF
 QE1293'BRUSH JUST TO THE N, ABOUT 3 METERS FROM THE EDGE OF A BANK.
 QE1293'
 QE1293'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 QE1293'CONCRETE IN THE TOP OF 10-INCH TILES.
 QE1293'
 QE1293'UNDERGROUND MARK IS A BLOCK OF CONCRETE CONTAINING A STANDARD
 QE1293'BRONZE DISK.
 QE1293'
 QE1293'REFERENCE MARKS IN OPEN GRASSY SPACE.
 QE1293
 QE1293                          STATION RECOVERY (1927)
 QE1293
 QE1293'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1927
 QE1293'3.9 MI N FROM YACHATS.
 QE1293'350 FEET WEST OF OREGON COAST HIGHWAY.  IN THE BURNT WOODS
 QE1293'SUBDIVISION.  60 FEET NORTHWEST OF THE R.YATES COTTAGE AND JUST EAST
 QE1293'OF THE HIGH WATER LINE.
 QE1293
 QE1293                          STATION RECOVERY (1934)
 QE1293
 QE1293'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (LAM)
 QE1293'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 QE1293'
 QE1293'STATION IS LOCATED ABOUT 4 MILES N OF YACHATS AND ABOUT 0.5
 QE1293'MILE S OF THE OREGON COAST HIGHWAY BRIDGE OVER BIG CREEK, IN
 QE1293'BURNT WOODS SUBDIVISION, 350 FEET W OF THE HIGHWAY.  IT IS JUST
 QE1293'E OF THE BANK BACK OF THE HIGH-WATER LINE.  IT IS ABOUT 60 FEET
 QE1293'NW OF THE CENTER OF THE FRONT DOOR OF THE COTTAGE OF R. YATES.
 QE1293'
 QE1293'REFERENCE MARK NO.1 IS 15.135 METERS (49.65 FEET) FROM THE
 QE1293'STATION IN AZIMUTH 291 DEG 02 MIN 01 SEC, AND IS ABOUT 17 FEET
 QE1293'DUE N OF THE NW CORNER OF THE COTTAGE.  REFERENCE MARK NO.2
 QE1293'IS 17.148 METERS (56.26 FEET) FROM THE STATION IN AZIMUTH
 QE1293'337 DEG 55 MIN 17 SEC, AND IS ABOUT 27 FEET SW FROM THE
 QE1293'COTTAGE FRONT DOOR.
 QE1293'
 QE1293'THE STATION AND REFERENCE MARK NO.2 ARE NOW FIRST-ORDER BENCH
 QE1293'MARKS.
 QE1293
 QE1293                          STATION RECOVERY (1941)
 QE1293
 QE1293'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (LAM)
 QE1293'STATION AND REFERENCE MARK 2 WERE USED AS BENCH MARKS IN 1941
 QE1293'BY U.S.C. AND G.S. LEVEL PARTY, AND DESCRIPTIONS BELOW ARE FROM
 QE1293'BENCH MARK LIST.  NO REPORT THAT REFERENCE MARK NO.1 WAS
 QE1293'DESTROYED.  IT MAY, IN FACT, BE ALL RIGHT AS WELL AS THE OTHER
 QE1293'TWO MARKS.
 QE1293'
 QE1293'TRIANGULATION STATION BLUE--ABOUT 4.8 MILES S OF WALDPORT
 QE1293'ON OREGON COAST HIGHWAY, AT BURNT WOODS SUBDIVISION, 350 FEET W
 QE1293'OF HIGHWAY, 60 FEET NW OF FRONT DOOR OF R. YATES COTTAGE, JUST
 QE1293'E OF HIGH-WATER LINE.  DISK, STAMPED BLUE 1927, IS IN CONCRETE
 QE1293'AND TILE POST.
 QE1293'
 QE1293'REFERENCE MARK 2 BLUE--ABOUT 4.8 MILES S OF WALDPORT ON
 QE1293'OREGON COAST HIGHWAY, AT BURNT WOODS SUBDIVISION, 350 FEET W
 QE1293'OF HIGHWAY, 57 FEET S OF TRIANGULATION STATION BLUE, 27 FEET SW
 QE1293'OF FRONT DOOR OF R. YATES COTTAGE.  DISK, STAMPED BLUE NO.2 1927,
 QE1293'IS IN CONCRETE AND TILE POST.
 QE1293
 QE1293                          STATION RECOVERY (1963)
 QE1293
 QE1293'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FN)
 QE1293'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 QE1293'WERE RECOVERED AND FOUND IN GOOD CONDITION.
 QE1293'
 QE1293'THE ORIGINAL DESCRIPTION IS VAGUE, LANDMARKS HAVE CHANGED AND
 QE1293'THE PROPERTY IS NOW OWNED BY MR. CARL ALBERTSON.  A NEW TO
 QE1293'REACH AND CURRENT MEASUREMENTS TO LANDMARKS FOLLOW.
 QE1293'
 QE1293'TO REACH THE STATION FROM THE POST OFFICE IN YACHATS GO NORTH
 QE1293'ON U.S. HIGHWAY 101 FOR 3.5 MILES TO A DRIVEWAY AND SKELETON OF
 QE1293'A WHALE ON THE LEFT, TURN LEFT AND GO WEST ON THE DRIVEWAY
 QE1293'FOR 0.05 MILE TO MR. CARL ALBERTSONS COTTAGE.
 QE1293'
 QE1293'THE STATION MARK, STAMPED BLUE 1927, IS A STANDARD DISK SET IN
 QE1293'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH.  IT IS 62
 QE1293'FEET NORTHWEST OF THE WEST ENTRANCE TO MR. ALBERTSONS COTTAGE,
 QE1293'40 FEET NORTH OF THE CENTER OF THE WALK TO THE BEACH, 6 FEET
 QE1293'EAST OF THE HIGH-WATER LINE AND 2-1/2 FEET WEST OF THE WEST END
 QE1293'OF AN EAST-WEST FENCE LINE.
 QE1293'
 QE1293'REFERENCE MARK NO. 1, STAMPED BLUE NO 1 1927, IS A STANDARD
 QE1293'DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH.  IT
 QE1293'IS IN SOME SMALL TREES AND BRUSH, 17 FEET NORTH OF THE NORTHWEST
 QE1293'CORNER OF THE COTTAGE AND 16 FEET SOUTH OF THE EAST-WEST FENCE.
 QE1293'
 QE1293'REFERENCE MARK NO. 2, STAMPED BLUE NO 2 1927, IS A STANDARD DISK
 QE1293'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH.  IT IS
 QE1293'IN THE LAWN 28 FEET SOUTHWEST OF THE ENTRANCE TO THE COTTAGE
 QE1293'AND 11 FEET SOUTH OF THE CENTER OF THE WALK TO THE BEACH.
 QE1293
 QE1293                          STATION RECOVERY (1971)
 QE1293
 QE1293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (DRT)
 QE1293'THE STATION AND ALL REFERENCE MARKS RECOVERED AS DESCRIBED IN
 QE1293'GOOD CONDITION.  PROPERTY OWNER--WALLY K. KNECHT, SPRINGFIELD,
 QE1293'OR. MINIMALLY SUITABLE FOR SEA-FIX.
 QE1293
 QE1293                          STATION RECOVERY (1980)
 QE1293
 QE1293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 QE1293'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 QE1293'CONDITION.  A 10 FOOT TOWER IS NEEDED TO SEE OUT OF THE STATION.
 QE1293'
 QE1293'THE STATION IS LOCATED ALONG THE COAST ABOUT 3 MILES SOUTH OF
 QE1293'WALDPORT, 4 MILES NORTH OF YACHATS ON THE SOUTH BORDER OF THE
 QE1293'TILLICUM BEACH CAMPGROUND, AND THE KLINORDLINGER RESIDENCE, AT SRN
 QE1293'BOX 890, YACHATS.
 QE1293'
 QE1293'TO REACH THE STATION FROM THE POST OFFICE IN YAHACTS GO NORTH ON THE
 QE1293'COAST HIGHWAY 3.9 MILES TO A DRIVEWAY ON THE LEFT AND A PAVED ROAD TO
 QE1293'ANGELL JOB CORPS CENTER ON THE RIGHT, TURN LEFT ON PRIVATE DRIVE AND
 QE1293'GO 0.05 MILE TO END OF ROAD AND RESIDENCE.  THE MARK IS ON THE
 QE1293'PROPERTY LINE BETWEEN THE RESIDENCE AND THE TILLICUM BEACH CAMPGROUND.
 QE1293'
 QE1293'THE STATION IS A STANDARD US COAST AND GEODETIC SURVEY (NOW NOS) DISK
 QE1293'STAMPED---BLUE 1927---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 QE1293'25 CM (10 INCHES) IN DIAMETER RECESSED 5 CM (2 INCHES) BELOW THE
 QE1293'GROUND LOCATED 18.9 METERS (62 FEET) NW FROM THE WEST ENTRANCE TO THE
 QE1293'HOUSE, 1.5 METERS (5 FEET) E FROM THE TOP EDGE OF THE BLUFF, 0.46
 QE1293'METER (1.5 FEET) E FROM A FENCE POST, AND 0.46 METER (1.5 FEET) W
 QE1293'FROM A METAL WITNESS POST.
 QE1293'
 QE1293'REFERENCE MARK NO. 1 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 QE1293'NOS) DISK STAMPED---BLUE NO 1 1927---SET INTO THE TOP OF A ROUND
 QE1293'CONCRETE MONUMENT 25 CM (10 INCHES) IN DIAMETER RECESSED 8 CM (3
 QE1293'INCHES) BELOW THE GROUND LOCATED 5.2 METERS (17 FEET) N FROM THE
 QE1293'NORTHWEST CORNER OF THE HOUSE, 4.9 METERS (16 FEET) S FROM THE FENCE,
 QE1293'AND 1/2 FOOT LOWER THAN THE STATION.
 QE1293'
 QE1293'REFERENCE MARK NO. 2 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 QE1293'NOS) DISK STAMPED---BLUE NO 2 1927---SET INTO THE TOP OF A ROUND
 QE1293'CONCRETE MONUMENT 25 CM (10 INCHES) IN DIAMETER FLUSH WITH THE GROUND
 QE1293'LOCATED 7.0 METERS (23 FEET) SW FROM THE PORCH AT THE WEST SIDE OF
 QE1293'THE HOUSE, 9.8 METERS (32 FEET) W FROM THE SOUTHWEST CORNER OF THE
 QE1293'HOUSE, 1.37 METERS (4.5 FEET) N FROM THE PROLONGATION OF THE SOUTH
 QE1293'SIDE OF THE HOUSE, AND 1/2 FOOT LOWER THAN THE STATION.
 QE1293
 QE1293                          STATION RECOVERY (1980)
 QE1293
 QE1293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 QE1293'REACHED FROM THE POST OFFICE IN YACHATS BY GOING NORTH ON THE COAST
 QE1293'HIGHWAY 3.9 MILES,THEN LEFT ON PRIVATE DRIVE TO KLINORDLINGER
 QE1293'RESIDENCE AND THE MARK ON THE WEST SIDE OF THE HOUSE.IT IS ON THE
 QE1293'SOUTH BORDER OF THE TILLICUM BEACH CAMPGROUND,62 FEET NORTHWEST OF
 QE1293'THE WEST ENTRANCE TO THE HOUSE, 49.6 FEET WEST-NORTH-WEST OF RM
 QE1293'1,56.2 FEET NORTH NORTH WEST OF RM 2, 5 FEET EAST OF THE TOP EDGE OF
 QE1293'THE BLUFF, 1.5 FEET EAST OF A FENCE POST.
 QE1293
 QE1293                          STATION RECOVERY (1988)
 QE1293
 QE1293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QE1293'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  7.6 KM
 QE1293'(4.70 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM ITS JUNCTION WITH
 QE1293'STATE HIGHWAY 34 IN WALDPORT, ON A BLUFF OVERLOOKING THE PACIFIC
 QE1293'OCEAN, 107.0 M (351.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 19.0
 QE1293'M (62.3 FT) NORTHWEST OF THE CENTER OF THE WEST DOOR OF A HOUSE, AND
 QE1293'0.8 M (2.6 FT) WEST OF THE WEST END OF A FENCE.
 QE1293'THE MARK IS ABOVE LEVEL WITH THE YARD.
 QE1293
 QE1293                          STATION RECOVERY (2006)
 QE1293
 QE1293'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JA)
 QE1293'MARK NOT FOUND DUE TO EROSION ALONG THE BLUFF.  NOTE SEAWARD END OF
 QE1293'FENCE SEPERATING THE KLINORDLINGER RESIDENCE AND TILLICUM BEACH
 QE1293'CAMPGROUND IS NOW OVERHANGING THE BLUFF.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2686 ***********************************************************************
 RD2686  DESIGNATION -  BLUE
 RD2686  PID         -  RD2686
 RD2686  STATE/COUNTY-  OR/MARION
 RD2686  USGS QUAD   -  GERVAIS (1985)
 RD2686
 RD2686                         *CURRENT SURVEY CONTROL
 RD2686  ___________________________________________________________________
 RD2686* NAD 83(1991)-  45 06 06.18685(N)    122 55 16.74436(W)     ADJUSTED  
 RD2686* NAVD 88     -        56.2    (meters)     184.     (feet)  VERTCON   
 RD2686  ___________________________________________________________________
 RD2686  LAPLACE CORR-          -2.55  (seconds)                    DEFLEC99
 RD2686  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 RD2686  HORZ ORDER  -  FIRST
 RD2686
 RD2686.The horizontal coordinates were established by classical geodetic methods
 RD2686.and adjusted by the National Geodetic Survey in October 1991.
 RD2686
 RD2686.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD2686.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD2686
 RD2686.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2686
 RD2686.The geoid height was determined by GEOID03.
 RD2686
 RD2686;                    North         East     Units Scale Factor Converg.
 RD2686;SPC OR N     -   162,319.995 2,309,473.331   MT  0.99989526   -1 43 01.8
 RD2686;SPC OR N     -   532,545.92  7,577,012.24   iFT  0.99989526   -1 43 01.8
 RD2686;UTM  10      - 4,994,253.156   506,190.373   MT  0.99960047   +0 03 20.6
 RD2686
 RD2686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2686!SPC OR N     -   0.99999479  x   0.99989526  =   0.99989005
 RD2686!UTM  10      -   0.99999479  x   0.99960047  =   0.99959526
 RD2686
 RD2686|---------------------------------------------------------------------|
 RD2686| PID    Reference Object                     Distance      Geod. Az  |
 RD2686|                                                           dddmmss.s |
 RD2686| CE2325 BLUE RM 1                            28.283 METERS 11352     |
 RD2686| CE2327 BLUE RM 3                                          2592235.6 |
 RD2686| CE2326 BLUE RM 2                            23.946 METERS 33536     |
 RD2686|---------------------------------------------------------------------|
 RD2686
 RD2686                          SUPERSEDED SURVEY CONTROL
 RD2686
 RD2686  NAD 83(1986)-  45 06 06.21031(N)    122 55 16.75544(W) AD(       ) 1
 RD2686  NAD 27      -  45 06 06.77987(N)    122 55 12.41070(W) AD(       ) 1
 RD2686  NGVD 29 (07/19/86)   55.2    (m)          181.     (f) VERT ANG    3  
 RD2686
 RD2686.Superseded values are not recommended for survey control.
 RD2686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2686.See file dsdata.txt to determine how the superseded data were derived.
 RD2686
 RD2686_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ0619094253(NAD 83)
 RD2686_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RD2686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD2686_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RD2686
 RD2686  HISTORY     - Date     Condition        Report By
 RD2686  HISTORY     - 1972     MONUMENTED       NGS
 RD2686
 RD2686                          STATION DESCRIPTION
 RD2686
 RD2686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LDF)
 RD2686'THE STATION IS ABOUT 6-1/2 MILES WEST-NORTHWEST OF MT ANGEL, 4
 RD2686'1/2 MILES SOUTHWEST OF WOODBURN, 4 MILES NORTH-NORTHWEST OF BROOKS
 RD2686'IN THE SW 1/4 SECTION 27, R-2-W, T-5-S AND ON PROPERTY OF
 RD2686'L.S. ARMSTRONG.
 RD2686'
 RD2686'TO REACH THE STATION FROM THE POST OFFICE IN BROOKS, GO EAST FOR
 RD2686'0.1 MILE TO THE JUNCTION OF U.S. HIGHWAY 99E.  TURN LEFT AND GO
 RD2686'NORTH ON HIGHWAY 99E FOR 2.2 MILES TO A CROSSROAD, CONTINUE NORTH
 RD2686'ON THE HIGHWAY FOR 1.95 MILES TO A GRAVELED CROSSROAD AND SIGN
 RD2686'GREMCO SALVAGE.  TURN LEFT AND GO WEST ON GRAVELED ROAD FOR 0.5
 RD2686'MILE TO A RAILROAD CROSSING, CONTINUE WEST ON GRAVELED ROAD FOR
 RD2686'0.35 MILE TO A LARGE DAIRY BARN ON THE RIGHT.  CONTINUE WEST
 RD2686'FOR 0.1 MILE TO A DRIVEWAY ON THE RIGHT JUST EAST OF A HOUSE.
 RD2686'(TO REACH REFERENCE MARK 3, CONTINUE WEST ON GRAVELED ROAD
 RD2686'FOR 0.5 MILE TO THE BRIDGE OVER INTERSTATE 5 AND THE MARK IN
 RD2686'THE SOUTHEAST CORNER OF THE BRIDGE).  TURN RIGHT AND GO
 RD2686'UP DRIVEWAY AND A CATTLE LANE FOR 0.2 MILE TO A CONCRETE
 RD2686'CULVERT OVER AN IRRIGATION DITCH AND THE STATION.
 RD2686'
 RD2686'STATION MARK IS A STANDARD DISK, STAMPED BLUE 1972, SET IN THE
 RD2686'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 14-INCHES
 RD2686'BELOW THE GROUND SURFACE.  IT IS 61.8 FEET NORTHWEST OF A POWER
 RD2686'LINE POLE, 50.0 FEET WEST OF THE SOUTHWEST CORNER OF A SMALL
 RD2686'BUILDING, 66.0 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 RD2686'CONCRETE WATERING TROUGH AND 19.0 FEET SOUTHWEST OF AN
 RD2686'IRRIGATION DITCH.  THE UNDERGROUND STATION MARK IS 44-INCHES
 RD2686'BELOW THE GROUND SURFACE.
 RD2686'
 RD2686'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BLUE NO 1 1972,
 RD2686'CEMENTED IN A DRILL HOLE NEAR THE NORTH END OF THE EAST ABUTMENT
 RD2686'OF A CONCRETE CULVERT.  IT IS 42.7 FEET SOUTHEAST OF THE NORTHEAST
 RD2686'CORNER OF THE BUILDING, 37.9 FEET EAST OF THE POWER LINE POLE AND
 RD2686'2.7 FEET SOUTHWEST OF THE NORTHEAST CORNER OF CULVERT.
 RD2686'
 RD2686'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BLUE NO 2 1972, SET
 RD2686'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 RD2686'FLUSH WITH THE GROUND.  IT IS 136.7 FEET NORTH-NORTHWEST OF THE
 RD2686'POWER LINE POLE AND 3.0 FEET WEST OF THE IRRIGATION DITCH.
 RD2686'
 RD2686'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED BLUE NO 3 1972,
 RD2686'CEMENTED IN A DRILL HOLE IN THE CONCRETE CURB OF THE SOUTHEAST
 RD2686'CORNER OF THE BRIDGE OVER INTERSTATE 5.  IT IS 14.0 FEET SOUTH
 RD2686'OF THE APPROXIMATE CENTER OF A GRAVELED ROAD AND 1.0 FEET
 RD2686'NORTHWEST OF THE SOUTHEAST CORNER OF THE BRIDGE.
 RD2686'
 RD2686'THE DISTANCE BETWEEN THE REFERENCE MARKS WERE NOT MEASURED DUE
 RD2686'TO BUILDING ON LINE.
 RD2686'
 RD2686'HEIGHT OF LIGHT ABOVE STATION MARK 34.48 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0293 ***********************************************************************
 NX0293  DESIGNATION -  BLUE
 NX0293  PID         -  NX0293
 NX0293  STATE/COUNTY-  OR/HARNEY
 NX0293  USGS QUAD   -  CORPORATION RIM (1980)
 NX0293
 NX0293                         *CURRENT SURVEY CONTROL
 NX0293  ___________________________________________________________________
 NX0293* NAD 83(1991)-  42 48 21.14974(N)    119 41 03.24723(W)     ADJUSTED  
 NX0293* NAVD 88     -      1563.6    (meters)    5130.     (feet)  VERTCON   
 NX0293  ___________________________________________________________________
 NX0293  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 NX0293  GEOID HEIGHT-         -19.93  (meters)                     GEOID03
 NX0293  HORZ ORDER  -  THIRD
 NX0293  VERT ORDER  -  THIRD ? (See Below)
 NX0293
 NX0293.The horizontal coordinates were established by classical geodetic methods
 NX0293.and adjusted by the National Geodetic Survey in October 1991.
 NX0293
 NX0293.The NAVD 88 height was computed by applying the VERTCON shift value to
 NX0293.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NX0293.The vertical order pertains to the NGVD 29 superseded value.
 NX0293
 NX0293.The Laplace correction was computed from DEFLEC99 derived deflections.
 NX0293
 NX0293.The geoid height was determined by GEOID03.
 NX0293
 NX0293;                    North         East     Units Scale Factor Converg.
 NX0293;SPC OR S     -   126,871.109 1,566,720.505   MT  0.99991453   +0 33 29.2
 NX0293;SPC OR S     -   416,243.80  5,140,159.14   iFT  0.99991453   +0 33 29.2
 NX0293;UTM  11      - 4,742,752.779   280,518.621   MT  1.00019268   -1 49 29.0
 NX0293
 NX0293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NX0293!SPC OR S     -   0.99975797  x   0.99991453  =   0.99967252
 NX0293!UTM  11      -   0.99975797  x   1.00019268  =   0.99995060
 NX0293
 NX0293|---------------------------------------------------------------------|
 NX0293| PID    Reference Object                     Distance      Geod. Az  |
 NX0293|                                                           dddmmss.s |
 NX0293| CD6917 BLUE RM 1                             4.601 METERS 12140     |
 NX0293| CD6918 BLUE RM 2                             8.835 METERS 22756     |
 NX0293| NX0300 JUNIPER                             APPROX.24.6 KM 3041007.6 |
 NX0293|---------------------------------------------------------------------|
 NX0293
 NX0293                          SUPERSEDED SURVEY CONTROL
 NX0293
 NX0293  NAD 83(1986)-  42 48 21.15964(N)    119 41 03.23905(W) AD(       ) 3
 NX0293  NGVD 29 (07/19/86) 1562.4    (m)         5126.     (f) LEVELING    3  
 NX0293
 NX0293.Superseded values are not recommended for survey control.
 NX0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NX0293.See file dsdata.txt to determine how the superseded data were derived.
 NX0293
 NX0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKH8051942753(NAD 83)
 NX0293_MARKER: DD = SURVEY DISK
 NX0293_SETTING: 66 = SET IN ROCK OUTCROP
 NX0293
 NX0293  HISTORY     - Date     Condition        Report By
 NX0293  HISTORY     - 1965     MONUMENTED       USGS
 NX0293  HISTORY     - 1971     GOOD             USGS
 NX0293
 NX0293                          STATION DESCRIPTION
 NX0293
 NX0293'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 NX0293'RM 1 TO RM 2 NOT MEASURED.
 NX0293'
 NX0293'INSTRUMENT STAND 4.4 FT ABOVE STATION MARK.
 NX0293'
 NX0293'LOCATED ABOUT 17 MI NNW. OF HART MOUNTAIN REFUGE
 NX0293'HEADQUARTERS.  ABOUT 4.5 MI NW. OF THE NORTH END OF BLUEJOINT
 NX0293'LAKE.  ON THE EDGE OF A LAVA RIM OVERLOOKING WARNER VALLEY.
 NX0293'
 NX0293'TO REACH FROM FRENCHGLEN POST OFFICE, DRIVE SW. ON STATE HIGHWAY
 NX0293'205 FOR 6.8 MI TO GRAVEL RD. W. POSTED PLUSH 65 - HART MT. 37.  TURN
 NX0293'RIGHT W. ALONG MAIN-TRAVELED RD. FOR 20.6 MI TO A RD. FK.  STAY
 NX0293'LEFT AS PER SIGN HART MT. REFUGE 16 ON MAIN-TRAVELED RD. FOR 5.8
 NX0293'MI TO AN X-RD.  TURN RIGHT (NW.) FOR 4.0 MI TO X-ING OF ROCK
 NX0293'CREEK.  CONTINUE ON MAIN TRACK RD. FOR 0.3 MI TO A DIM
 NX0293'X-RD.  CONTINUE ON MAIN TRACK RD. FOR 3.2 MI TO A TRIANGLE
 NX0293'RIGHT.  CONTINUE STRAIGHT AHEAD NW. FOR 2.6 MI TO A
 NX0293'T-RD. LEFT.  TURN LEFT FOR 1.7 MI TO A FENCE LINE THAT DROPS
 NX0293'OVER A RIM TO THE W.  BEGIN DESCENT AND CONTINUE 0.8 MI TO A RD.
 NX0293'FK.  GO LEFT FOR 0.5 MI TO A RD. FK.  GO LEFT FOR 0.1 MI TO A
 NX0293'4-WAY JCT., TURN RIGHT FOR 2.6 MI TO A X-RD.  CONTINUE
 NX0293'AHEAD FOR 0.1 MI TO A RD. FK. (OVERGROWN WITH GRASS).  GO LEFT
 NX0293'FOR 0.1 MI TO A DIM X-RD.  TURN LEFT (W.) FOR 0.1 MI TO RD. FK.
 NX0293'GO LEFT FOR 3.6 MI TO A DIM X-RD.  CONTINUE STRAIGHT AHEAD FOR
 NX0293'0.4 MI TO A RD. FK.  GO LEFT FOR 1.4 MI TO A TRIANGLE LEFT.
 NX0293'TURN LEFT (S.) AS PER SIGN PLUSH 35 FOR 1.6 MI TO A 4-WAY JCT.
 NX0293'TURN HARD RIGHT FOR 0.1 MI.  TURN LEFT AND DRIVE
 NX0293'CROSS-COUNTRY 0.1 MI AND END OF TRUCK TRAVEL.  PACK SW. UP
 NX0293'AND OVER RIMROCK TO THE HIGHEST GROUND AT A BEND IN THE RIM AND
 NX0293'STATION.
 NX0293'
 NX0293'HELICOPTER CAN LAND AT STATION.
 NX0293'
 NX0293'STATION MARK--A STANDARD USGS TABLET STAMPED BLUE 1965 CEMENTED
 NX0293'IN DRILL HOLE IN ROCK OUTCROP.
 NX0293'
 NX0293'REFERENCE MARK NO. 1--A STANDARD USGS REFERENCE MARK TABLET
 NX0293'STAMPED NO 1 1965 CEMENTED IN A DRILL HOLE IN ROCK OUTCROP, 0.1 FT
 NX0293'BELOW THE STATION MARK.
 NX0293'
 NX0293'REFERENCE MARK NO. 2--A STANDARD USGS REFERENCE MARK TABLET
 NX0293'STAMPED NO 2 1965 CEMENTED IN A DRILL HOLE IN ROCK OUTCROP, 0.3 FT
 NX0293'ABOVE THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1240 ***********************************************************************
 OA1240  DESIGNATION -  BLUE
 OA1240  PID         -  OA1240
 OA1240  STATE/COUNTY-  OR/COOS
 OA1240  USGS QUAD   -  DANIELS CREEK (1971)
 OA1240
 OA1240                         *CURRENT SURVEY CONTROL
 OA1240  ___________________________________________________________________
 OA1240* NAD 83(1991)-  43 16 15.86764(N)    124 05 11.56349(W)     ADJUSTED  
 OA1240* NAVD 88     -       490.8    (meters)    1610.     (feet)  VERTCON   
 OA1240  ___________________________________________________________________
 OA1240  LAPLACE CORR-          10.75  (seconds)                    DEFLEC99
 OA1240  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 OA1240  HORZ ORDER  -  SECOND
 OA1240
 OA1240.The horizontal coordinates were established by classical geodetic methods
 OA1240.and adjusted by the National Geodetic Survey in October 1991.
 OA1240
 OA1240.The NAVD 88 height was computed by applying the VERTCON shift value to
 OA1240.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OA1240
 OA1240.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1240
 OA1240.The geoid height was determined by GEOID03.
 OA1240
 OA1240;                    North         East     Units Scale Factor Converg.
 OA1240;SPC OR S     -   184,454.586 1,208,957.723   MT  0.99989620   -2 27 13.4
 OA1240;SPC OR S     -   605,165.96  3,966,396.73   iFT  0.99989620   -2 27 13.4
 OA1240;UTM  10      - 4,791,490.959   411,827.464   MT  0.99969563   -0 44 41.4
 OA1240
 OA1240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1240!SPC OR S     -   0.99992694  x   0.99989620  =   0.99982315
 OA1240!UTM  10      -   0.99992694  x   0.99969563  =   0.99962259
 OA1240
 OA1240|---------------------------------------------------------------------|
 OA1240| PID    Reference Object                     Distance      Geod. Az  |
 OA1240|                                                           dddmmss.s |
 OA1240| CD9616 BLUE RM 2                            22.510 METERS 00502     |
 OA1240| OA1241 BLUE                                  6.594 METERS 05739     |
 OA1240| CD9617 BLUE RM 3                             9.967 METERS 08121     |
 OA1240| CD9615 BLUE RM 1                            19.760 METERS 21214     |
 OA1240| CD9614 BLUE AZ MK                                         3001717.2 |
 OA1240|---------------------------------------------------------------------|
 OA1240
 OA1240                          SUPERSEDED SURVEY CONTROL
 OA1240
 OA1240  NAD 83(1986)-  43 16 15.86150(N)    124 05 11.60401(W) AD(       ) 2
 OA1240  NAD 27      -  43 16 16.46300(N)    124 05 07.22700(W) AD(       ) 2
 OA1240  NGVD 29 (07/19/86)  489.7    (m)         1607.     (f) VERT ANG    3  
 OA1240
 OA1240.Superseded values are not recommended for survey control.
 OA1240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1240.See file dsdata.txt to determine how the superseded data were derived.
 OA1240
 OA1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN1182791491(NAD 83)
 OA1240_MARKER: DS = TRIANGULATION STATION DISK
 OA1240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA1240
 OA1240  HISTORY     - Date     Condition        Report By
 OA1240  HISTORY     - 1942     MONUMENTED       CGS
 OA1240  HISTORY     - 1945     GOOD             CGS
 OA1240  HISTORY     - 1953     GOOD             CGS
 OA1240  HISTORY     - 1970     GOOD             NGS
 OA1240  HISTORY     - 1975     GOOD             NGS
 OA1240  HISTORY     - 1988     GOOD             USPSQD
 OA1240
 OA1240                          STATION DESCRIPTION
 OA1240
 OA1240'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JCS)
 OA1240'STATION IS LOCATED ABOUT 3.5 MILES (AIR LINE) ESE OF SUMNER, 4.0
 OA1240'MILES W OF FAIRVIEW, 9.5 MILES SE OF MARSHFIELD, ON THE HIGHEST
 OA1240'POINT AND IN THE CENTER OF A LONG RIDGE THAT HAS A FRINGE OF TREES
 OA1240'ACROSS THE S END.  THE ELEVATION OF THE STATION IS APPROXIMATELY
 OA1240'1,500 FEET.
 OA1240'
 OA1240'TO REACH STATION FROM THE SOUTHERN PACIFIC CO. RAILROAD STATION
 OA1240'IN MARSHFIELD, GO S ON U.S. HIGHWAY 101 FOR 4.6 MILES TO ROAD
 OA1240'ON THE LEFT (E) AT SIGN SUMNER 5-COOS COUNTRY CLUB-COOS CITY.  TURN
 OA1240'LEFT (E), CROSS BRIDGE AND GO 4.6 MILES TO SUMNER.  CONTINUE E
 OA1240'4.7 MILES TO THE TOP OF LONG GRADE AT SIGN MARSHFIELD 18-SUMNER
 OA1240'5-FAIRVIEW 3-BLUE RIDGE L.O.  TURN LEFT (N) THROUGH LOCKED GATE
 OA1240'AND FOLLOW THIS ROAD 3.4 MILES TO AZIMUTH MARK ON THE LEFT (N)
 OA1240'SIDE OF ROAD.  CONTINUE 1.4 MILES TO BLUE RIDGE LOOKOUT TOWER AND
 OA1240'STATION.
 OA1240'
 OA1240'STATION MARK IS A BRONZE STATION DISK SET IN THE TOP OF A 1-FOOT
 OA1240'SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT 4 INCHES ABOVE THE
 OA1240'GROUND.  DISK IS STAMPED BLUE 1942.  IT IS 6.60 METERS W OF THE
 OA1240'CENTER OF BLUE RIDGE LOOKOUT TOWER.  UNDERGROUND MARK IS A BRONZE
 OA1240'STATION DISK SET IN CONCRETE.
 OA1240'
 OA1240'AZIMUTH MARK IS A BRONZE AZIMUTH DISK BRAZED TO THE TOP OF A
 OA1240'3-INCH IRON PIPE THAT PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.  IT
 OA1240'IS 8.2 METERS NW OF TELEPHONE POLE AND 4.0 METERS N OF THE CENTER
 OA1240'LINE OF ROAD.  DISK IS STAMPED BLUE 1942.
 OA1240'
 OA1240'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN THE TOP OF A
 OA1240'1-FOOT SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT 5 INCHES
 OA1240'ABOVE THE GROUND.  IT IS ABOUT 2.0 FEET LOWER THAN THE STATION AND
 OA1240'29.0 FEET W OF SMALL SHED.  DISK IS STAMPED BLUE NO 1 1942.
 OA1240'
 OA1240'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN THE TOP OF A
 OA1240'1-FOOT SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT 4 INCHES ABOVE
 OA1240'THE GROUND.  IT IS AT ABOUT THE SAME ELEVATION AS THE STATION AND
 OA1240'55.4 FEET N OF THE NW LEG OF BLUE RIDGE LOOKOUT TOWER.  DISK IS
 OA1240'STAMPED BLUE NO 2 1942.
 OA1240'
 OA1240'U.S.G.S. MARK, STAMPED BLUE 1942, IS A STANDARD DISK CEMENTED IN
 OA1240'A DRILL HOLE IN A BOULDER THAT IS BENEATH THE CENTER OF BLUE RIDGE
 OA1240'LOOKOUT TOWER.  IT IS 6.600 METERS E OF TRIANGULATION STATION
 OA1240'BLUE 1942.
 OA1240'
 OA1240'HEIGHT OF LIGHT ABOVE STATION MARK 19.2 METERS.
 OA1240
 OA1240                          STATION RECOVERY (1945)
 OA1240
 OA1240'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (KGC)
 OA1240'STATION WAS RECOVERED IN GOOD CONDITION.  IT IS LOCATED ABOUT 9.5
 OA1240'MILES (AIR LINE) SE OF COOS BAY, ON THE HIGHEST POINT AND IN THE
 OA1240'CENTER OF A LONG RIDGE THAT HAS A FRINGE OF TREES ACROSS THE S
 OA1240'END.  IT IS 6.591 METERS W OF THE CENTER OF BLUE RIDGE LOOKOUT
 OA1240'TOWER AND IS APPROXIMATELY 1,500 FEET IN ELEVATION.
 OA1240'
 OA1240'SURFACE STATION MARK IS DESCRIBED AND PROJECTS 4
 OA1240'INCHES.  MARK IS STAMPED BLUE 1942.  UNDERGROUND MARK IS DESCRIBED.
 OA1240'
 OA1240'REFERENCE MARK 1 IS S OF THE STATION AND 29 FEET S OF SHED USED AS
 OA1240'A GARAGE FOR LOOKOUT TOWER.  MARK IS DESCRIBED AND
 OA1240'IS STAMPED BLUE NO 1 1942.
 OA1240'
 OA1240'REFERENCE MARK 2 IS NW OF STATION.  IT IS DESCRIBED
 OA1240'AND IS STAMPED BLUE NO 2 1942.
 OA1240'
 OA1240'AZIMUTH MARK IS A BRONZE AZIMUTH DISK BRAZED TO THE TOP OF A 3-INCH
 OA1240'IRON PIPE THAT PROJECTS 6 INCHES.  IT IS 8.2 METERS NW OF TELEPHONE
 OA1240'POLE AND 4 METERS N OF CENTER LINE OF ROAD.  DISK IS STAMPED BLUE
 OA1240'1942.
 OA1240'
 OA1240'U.S.G.S. MARK IS A BRONZE DISK CEMENTED IN A BOULDER THAT IS
 OA1240'BENEATH THE CENTER OF THE BLUE RIDGE LOOKOUT TOWER.  IT IS 6.591
 OA1240'METERS E OF THE STATION.  DISK IS STAMPED BLUE 1942.
 OA1240'
 OA1240'TO REACH STATION FROM THE POST OFFICE IN COOS BAY, GO E TWO
 OA1240'BLOCKS TO U.S. HIGHWAY 101, TURN RIGHT (S) AND GO 5.3 MILES TO
 OA1240'ROAD ON LEFT AND SIGN SUMNER.  TURN LEFT AND GO 4.4 MILES TO
 OA1240'CROSSROADS AT SUMNER, CONTINUE STRAIGHT AHEAD FOR 5.3 MILES TO
 OA1240'TOP OF MOUNTAIN AND ROAD AND GATE ON LEFT, TURN LEFT THROUGH GATE
 OA1240'AND GO 3.9 MILES TO AZIMUTH MARK ON LEFT.  CONTINUE STRAIGHT
 OA1240'AHEAD FOR 1.4 MILES TO TOP OF RIDGE AND STATION.
 OA1240'
 OA1240'NOTE--GATE IS LOCKED AND THE KEY HAS TO BE OBTAINED FROM THE
 OA1240'COOS COUNTY SHEEP COMPANY AT FAIRVIEW.
 OA1240
 OA1240                          STATION RECOVERY (1953)
 OA1240
 OA1240'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CTH)
 OA1240'THE STATION MARK, BOTH REFERENCE MARKS AND THE GEOLOGICAL SURVEY
 OA1240'MARK WERE RECOVERED, FOUND IN GOOD CONDITION AND AS PREVIOUSLY
 OA1240'DESCRIBED.  THE AZIMUTH MARK WAS NOT FOUND AND NO OTHER WAS
 OA1240'ESTABLISHED.
 OA1240
 OA1240                          STATION RECOVERY (1970)
 OA1240
 OA1240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 OA1240'THE STATION MARK, BOTH REFERENCE MARKS, AND BLUE (USGS) WERE
 OA1240'RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR
 OA1240'BUT NOT RECOVERED.  EXTENSIVE CLEARING WOULD BE REQUIRED TO SEE
 OA1240'OUT IN ANY DIRECTION FROM THIS STATION AT THE PRESENT TIME.  A
 OA1240'DIFFERENCE IN THE HORIZONTAL ANGLE TO BLUE (USGS) WAS
 OA1240'FOUND.  LANDMARKS HAVE CHANGED.  A NEW TO REACH, AND NEW
 OA1240'REFERENCE MEASUREMENTS FOLLOW.
 OA1240'
 OA1240'TO REACH THE STATION FROM THE COOS BAY POST OFFICE GO EAST FOR
 OA1240'0.1 MILE TO U.S. HIGHWAY 101, TURN RIGHT AND GO SOUTH ON THE
 OA1240'HIGHWAY FOR 5.3 MILES TO A SIDE ROAD LEFT, TURN LEFT, AND GO
 OA1240'SOUTHEASTERLY FOR 4.4 MILES TO THE SETTLEMENT OF SUMNER, CONTINUE
 OA1240'SIGN, BLUE RIDGE L.O., TAKE THE LEFT FORK, UPHILL, FOR 0.3 MILE
 OA1240'TO A FORK, TAKE THE RIGHT FORK, NORTHEAST, FOR 0.85 MILE TO A T
 OA1240'INTERSECTION, TURN LEFT, AND GO NORTHWEST PARALLELING THE POWER
 OA1240'LINE ON THE MAIN TRAVELED ROAD FOR 3.2 MILES TO THE LOOKOUT,
 OA1240'AND THE STATION.
 OA1240'
 OA1240'THE STATION MARK, STAMPED BLUE 1942, IS A STANDARD DISK SET IN
 OA1240'A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH, 45 FEET EAST OF
 OA1240'A POWER POLE WITH A TRANSFORMER, 39 FEET SOUTHEAST OF THE CENTER
 OA1240'OF THE ROAD, 18.5 FEET SOUTHWEST OF THE NORTHWEST LEG OF THE
 OA1240'LOOKOUT TOWER, AND 14 FEET WEST OF THE SOUTHWEST LEG OF THE
 OA1240'LOOKOUT.
 OA1240'
 OA1240'REFERENCE MARK NO. 1, STAMPED BLUE NO 1 1942, IS A STANDARD DISK
 OA1240'SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 1 INCH,
 OA1240'76 FEET SOUTHWEST OF THE SOUTHWEST LEG OF THE LOOKOUT TOWER, 50
 OA1240'FEET SOUTH-SOUTHEAST OF A POWER POLE WITH A TRANSFORMER, 8 FEET
 OA1240'SOUTH OF THE ANCHOR FOR THE POWER POLE, 1 FOOT NORTHEAST OF A
 OA1240'METAL WITNESS POST, AND 3 FEET BELOW STATION ELEVATION.
 OA1240'
 OA1240'REFERENCE MARK NO. 2, STAMPED BLUE NO 2 1942, IS A STANDARD DISK
 OA1240'SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES, 56
 OA1240'FEET NORTH OF THE NORTHEAST LEG OF THE LOOKOUT TOWER, 26 FEET EAST
 OA1240'OF THE CENTER OF THE ROAD, AND LEVEL WITH THE STATION.
 OA1240'
 OA1240'BLUE (USGS), STAMPED BLUE 1942, IS A U.S. GEOLOGICAL SURVEY
 OA1240'STANDARD DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS 6
 OA1240'INCHES BELOW THE SURFACE UNDER THE LOOKOUT TOWER.
 OA1240
 OA1240                          STATION RECOVERY (1975)
 OA1240
 OA1240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 OA1240'THE STATION MARK, REFERENCE MARK NO. 1, AND BLUE (USGS) WAS
 OA1240'RECOVERED, AND FOUND IN GOOD CONDITION.  THE ORIGINAL AZIMUTH MARK
 OA1240'WAS SEARCHED FOR, BUT NOT RECOVERED.  THERE WAS NO SUITABLE PLACE
 OA1240'TO ESTABLISH ANOTHER AZIMUTH MARK.  ROADS, AND LANDMARKS HAVE
 OA1240'CHANGED.  A NEW, AND COMPLETE DESCRIPTION FOLLOWS.
 OA1240'
 OA1240'THE STATION IS ON GOVERNMENT OWNED LAND, IN THE SOUTHEAST 1/4
 OA1240'SECTION 35, RANGE 12 W, TOWNSHIP 26 S.
 OA1240'
 OA1240'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 101, AND
 OA1240'THE ROAD TO EASTSIDE, WHICH IS 1-1/2 MILES SOUTHEAST OF COOS
 OA1240'BAY, GO SOUTH ON U.S. HIGHWAY 101 FOR 4.1 MILES TO A SIDE ROAD
 OA1240'LEFT, AND A SIGN SUMNER 5, TURN LEFT AS PER SIGN, AND GO
 OA1240'SOUTHEAST FOR 4.5 MILES TO THE STORE AT SUMNER.  CONTINUE
 OA1240'SOUTHEAST ON THE MACADAM ROAD, TOWARD FAIRVIEW, FOR 3.4 MILES TO
 OA1240'A SIDE ROAD LEFT, TURN LEFT, AND GO NORTHEASTERLY ON THE MAIN
 OA1240'TRAVELED ROAD, KEEPING RIGHT AT ALL FORKS, AND BASICALLY
 OA1240'FOLLOWING THE POWER LINE FOR 3.5 MILES TO A CROSSROAD, CONTINUE
 OA1240'STRAIGHT AHEAD FOR 0.2 MILE TO THE STATION, AND A NUMBER OF
 OA1240'INSTALLATIONS AT THE END OF THE ROAD.
 OA1240'
 OA1240'THE STATION MARK, STAMPED BLUE 1942, IS A STANDARD DISK SET IN A
 OA1240'12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH, 45 FEET NORTHEAST
 OA1240'OF A POWER POLE WITH A TRANSFORMER, 43 FEET EAST OF THE CENTER
 OA1240'OF THE ROAD, 34 FEET SOUTHEAST OF A SMALL METAL BUILDING WITH A
 OA1240'CONCRETE PORCH, 16 FEET SOUTHWEST OF THE SOUTHEAST FOOTING FOR
 OA1240'THE FORMER LOOKOUT TOWER, AND 1 FOOT EAST OF A METAL WITNESS
 OA1240'POST.
 OA1240'
 OA1240'REFERENCE MARK NO. 1, STAMPED BLUE NO 1 1942, IS A STANDARD DISK
 OA1240'SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2-INCHES,
 OA1240'50 FEET EAST OF THE POWER POLE, AND 1 FOOT NORTH OF A METAL
 OA1240'WITNESS POST.
 OA1240'
 OA1240'REFERENCE MARK NO. 3, STAMPED BLUE 1942 NO 3 1975, IS A STANDARD
 OA1240'DISK CEMENTED IN A DRILL HOLE IN A 2-FOOT SQUARE CONCRETE SLAB
 OA1240'THAT PROJECTS 6-INCHES, 65 FEET NORTHEAST OF THE ROAD, AND 6
 OA1240'FEET NORTHEAST OF THE NORTHEAST FOOTING FOR THE FORMER LOOKOUT
 OA1240'TOWER.
 OA1240'
 OA1240'BLUE (USGS), STAMPED BLUE 1942, IS A U.S. GEOLOGICAL BENCH MARK
 OA1240'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS 6-INCHES BELOW
 OA1240'THE SURFACE, 50 FEET NORTHEAST OF THE ROAD, AND IN THE CENTER OF
 OA1240'THE FORMER LOOKOUT TOWER.
 OA1240'
 OA1240'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OA1240'10 MILES SOUTHEAST OF COOS BAY.
 OA1240
 OA1240                          STATION RECOVERY (1988)
 OA1240
 OA1240'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 OA1240'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1241 ***********************************************************************
 OA1241  DESIGNATION -  BLUE
 OA1241  PID         -  OA1241
 OA1241  STATE/COUNTY-  OR/COOS
 OA1241  USGS QUAD   -  DANIELS CREEK (1971)
 OA1241
 OA1241                         *CURRENT SURVEY CONTROL
 OA1241  ___________________________________________________________________
 OA1241* NAD 83(1991)-  43 16 15.98198(N)    124 05 11.31648(W)     ADJUSTED  
 OA1241* NAVD 88     -       488.1    (meters)    1601.     (feet)  VERTCON   
 OA1241  ___________________________________________________________________
 OA1241  LAPLACE CORR-          10.74  (seconds)                    DEFLEC99
 OA1241  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 OA1241  HORZ ORDER  -  THIRD
 OA1241
 OA1241.The horizontal coordinates were established by classical geodetic methods
 OA1241.and adjusted by the National Geodetic Survey in October 1991.
 OA1241
 OA1241.The NAVD 88 height was computed by applying the VERTCON shift value to
 OA1241.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OA1241
 OA1241.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1241
 OA1241.The geoid height was determined by GEOID03.
 OA1241
 OA1241;                    North         East     Units Scale Factor Converg.
 OA1241;SPC OR S     -   184,457.873 1,208,963.439   MT  0.99989620   -2 27 13.2
 OA1241;SPC OR S     -   605,176.75  3,966,415.48   iFT  0.99989620   -2 27 13.2
 OA1241;UTM  10      - 4,791,494.413   411,833.077   MT  0.99969562   -0 44 41.2
 OA1241
 OA1241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1241!SPC OR S     -   0.99992736  x   0.99989620  =   0.99982357
 OA1241!UTM  10      -   0.99992736  x   0.99969562  =   0.99962300
 OA1241
 OA1241:                Primary Azimuth Mark                     Grid Az
 OA1241:SPC OR S     -  BLUE RIDGE                               013 46 58.7
 OA1241:UTM  10      -  BLUE RIDGE                               012 04 26.7
 OA1241
 OA1241|---------------------------------------------------------------------|
 OA1241| PID    Reference Object                     Distance      Geod. Az  |
 OA1241|                                                           dddmmss.s |
 OA1241| OA1239 BLUE RIDGE                          APPROX. 1.9 KM 0111945.5 |
 OA1241| OA0885 SUGAR LOAF LOOKOUT TOWER            APPROX.49.6 KM 1940918.2 |
 OA1241| OA1597 COAL                                APPROX.13.7 KM 2610257.8 |
 OA1241| OA1244 WESTPORT                            APPROX.13.4 KM 2893819.3 |
 OA1241| OA1271 COOS BAY RADIO STA KOOS TOWER       APPROX.15.0 KM 3155532.5 |
 OA1241|---------------------------------------------------------------------|
 OA1241
 OA1241                          SUPERSEDED SURVEY CONTROL
 OA1241
 OA1241  NAD 83(1986)-  43 16 15.97586(N)    124 05 11.35695(W) AD(       ) 3
 OA1241  NAD 27      -  43 16 16.57700(N)    124 05 06.98000(W) AD(       ) 3
 OA1241  NGVD 29 (07/19/86)  487.0    (m)         1598.     (f) VERT ANG    3  
 OA1241
 OA1241.Superseded values are not recommended for survey control.
 OA1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1241.See file dsdata.txt to determine how the superseded data were derived.
 OA1241
 OA1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN1183391494(NAD 83)
 OA1241_MARKER: DD = SURVEY DISK
 OA1241_SETTING: 80 = SET IN A BOULDER
 OA1241_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 OA1241_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OA1241
 OA1241  HISTORY     - Date     Condition        Report By
 OA1241  HISTORY     - 1942     MONUMENTED       USGS
 OA1241  HISTORY     - 1953     GOOD             CGS
 OA1241  HISTORY     - 1975     GOOD             NGS
 OA1241  HISTORY     - 1989     GOOD             USPSQD
 OA1241
 OA1241                          STATION DESCRIPTION
 OA1241
 OA1241'DESCRIBED BY US GEOLOGICAL SURVEY 1942 (JCS)
 OA1241'BLUE (U.S.G.S.) IS MARKED BY A GEOLOGICAL SURVEY DISK CEMENTED
 OA1241'IN A DRILL HOLE IN A BOULDER THAT IS CENTERED UNDER BLUE RIDGE
 OA1241'LOOKOUT TOWER OF THE FOREST SERVICE.  IT IS 6.600 METERS DISTANT
 OA1241'FROM BLUE (C. AND G.S.) IN AZIMUTH 237 DEG 40 MIN 30 SEC.
 OA1241'
 OA1241'THE STATION AND LOOKOUT IS LOCATED ABOUT 3.5 MILES, AIR LINE,
 OA1241'ESE FROM SUMNER.  ABOUT 9.5 MILES SE FROM MARSHFIELD ON THE
 OA1241'HIGHEST POINT AND CENTER OF A LONG RIDGE THAT HAS A FRINGE OF
 OA1241'TREES ACROSS THE S END.
 OA1241'
 OA1241'BLUE RIDGE LOOKOUT TOWER IS A WOODEN STRUCTURE, ABOUT 65 FEET
 OA1241'IN HEIGHT.  THE HOUSE IS PAINTED WHITE AND THE SUPPORTS ARE PAINTED
 OA1241'BLACK.
 OA1241'
 OA1241'BY DISTANCE AND DIRECTION FROM STATION BLUE (C. AND G.S.).
 OA1241
 OA1241                          STATION RECOVERY (1953)
 OA1241
 OA1241'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CTH)
 OA1241'BLUE RIDGE LOOKOUT TOWER IS A WOODEN LOOKOUT TOWER BELONGING TO
 OA1241'THE COOS COUNTY FIRE PROTECTIVE ASSOCIATION.  IT IS LOCATED ABOUT
 OA1241'16 MILES NORTH OF MYRTLE POINT ON THE HIGHEST POINT OF BLUE RIDGE.
 OA1241'
 OA1241'THE TOP OF THE STRUCTURE IS ABOUT 50 FEET HIGH.
 OA1241'
 OA1241'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION BLUE
 OA1241'1942.  THE DISTANCE IS 21.61 FEET OR 6.587 METERS.
 OA1241
 OA1241                          STATION RECOVERY (1975)
 OA1241
 OA1241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 OA1241'BLUE RIDGE LOOKOUT TOWER HAS BEEN DESTROYED.  STATION GOOD.
 OA1241'
 OA1241'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OA1241'10 MILES SOUTHEAST OF COOS BAY.
 OA1241
 OA1241                          STATION RECOVERY (1989)
 OA1241
 OA1241'RECOVERY NOTE BY US POWER SQUADRON 1989 (AES)
 OA1241'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1297 ***********************************************************************
 RC1297  DESIGNATION -  BLUE BOX PASS
 RC1297  PID         -  RC1297
 RC1297  STATE/COUNTY-  OR/WASCO
 RC1297  USGS QUAD   -  WAPINITIA PASS (1996)
 RC1297
 RC1297                         *CURRENT SURVEY CONTROL
 RC1297  ___________________________________________________________________
 RC1297* NAD 83(1986)-  45 12 35.     (N)    121 41 57.     (W)     SCALED    
 RC1297* NAVD 88     -      1228.62   (+/-2cm)    4030.9    (feet)  VERTCON   
 RC1297  ___________________________________________________________________
 RC1297  GEOID HEIGHT-         -20.88  (meters)                     GEOID03
 RC1297  VERT ORDER  -  ? (See Below)
 RC1297
 RC1297.The horizontal coordinates were scaled from a topographic map and have
 RC1297.an estimated accuracy of +/- 6 seconds.
 RC1297
 RC1297.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC1297.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC1297.The vertical order pertains to the NGVD 29 superseded value.
 RC1297
 RC1297.The geoid height was determined by GEOID03.
 RC1297
 RC1297;                    North         East    Units  Estimated Accuracy
 RC1297;SPC OR N     -   172,170.    2,405,810.      MT  (+/- 180 meters Scaled)
 RC1297
 RC1297                          SUPERSEDED SURVEY CONTROL
 RC1297
 RC1297  NGVD 29 (??/??/92) 1227.479  (m)         4027.15   (f) ADJ UNCH    ?  
 RC1297
 RC1297.Superseded values are not recommended for survey control.
 RC1297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1297.See file dsdata.txt to determine how the superseded data were derived.
 RC1297
 RC1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR021070(NAD 83)
 RC1297_MARKER: DD = SURVEY DISK
 RC1297_SETTING: 0 = UNSPECIFIED SETTING
 RC1297_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC1297
 RC1297  HISTORY     - Date     Condition        Report By
 RC1297  HISTORY     - UNK      MONUMENTED       ORDT
 RC1297  HISTORY     - 1947     GOOD             NGS
 RC1297
 RC1297                          STATION DESCRIPTION
 RC1297
 RC1297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 RC1297'IN BLUE BOX PASS.
 RC1297'BLUE BOX PASS, HIGHEST POINT ON THE WAPINITIA HIGHWAY (OREGON 50), AT
 RC1297'THE CROSSING OF A SPUR EXTENDING EASTWARD FROM CASCADE RANGE, ABOUT
 RC1297'500 FEET NORTH OF BENCH MARK C 108, DESCRIBED BELOW, AND ABOUT 100
 RC1297'FEET SOUTHEAST OF THE EAST END OF THE ROAD LEADING PAST FROG LAKE,
 RC1297'HIGHWAY SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0708 ***********************************************************************
 PA0708  DESIGNATION -  BLUE FLAG
 PA0708  PID         -  PA0708
 PA0708  STATE/COUNTY-  OR/HARNEY
 PA0708  USGS QUAD   -  HUGHET VALLEY (1990)
 PA0708
 PA0708                         *CURRENT SURVEY CONTROL
 PA0708  ___________________________________________________________________
 PA0708* NAD 83(1991)-  43 51 04.19317(N)    119 21 28.40034(W)     ADJUSTED  
 PA0708* NAVD 88     -      1659.5    (meters)    5445.     (feet)  VERTCON   
 PA0708  ___________________________________________________________________
 PA0708  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 PA0708  GEOID HEIGHT-         -18.64  (meters)                     GEOID03
 PA0708  HORZ ORDER  -  THIRD
 PA0708
 PA0708.The horizontal coordinates were established by classical geodetic methods
 PA0708.and adjusted by the National Geodetic Survey in October 1991.
 PA0708
 PA0708.The NAVD 88 height was computed by applying the VERTCON shift value to
 PA0708.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PA0708
 PA0708.The Laplace correction was computed from DEFLEC99 derived deflections.
 PA0708
 PA0708.The geoid height was determined by GEOID03.
 PA0708
 PA0708;                    North         East     Units Scale Factor Converg.
 PA0708;SPC OR S     -   243,292.934 1,591,827.053   MT  0.99996558   +0 46 52.9
 PA0708;SPC OR S     -   798,205.16  5,222,529.70   iFT  0.99996558   +0 46 52.9
 PA0708;SPC OR N     -    21,152.308 2,591,844.336   MT  1.00015611   +0 48 35.9
 PA0708;SPC OR N     -    69,397.34  8,503,426.30   iFT  1.00015611   +0 48 35.9
 PA0708;UTM  11      - 4,858,044.608   310,484.192   MT  1.00004177   -1 38 02.4
 PA0708
 PA0708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PA0708!SPC OR S     -   0.99974277  x   0.99996558  =   0.99970836
 PA0708!SPC OR N     -   0.99974277  x   1.00015611  =   0.99989884
 PA0708!UTM  11      -   0.99974277  x   1.00004177  =   0.99978453
 PA0708
 PA0708|---------------------------------------------------------------------|
 PA0708| PID    Reference Object                     Distance      Geod. Az  |
 PA0708|                                                           dddmmss.s |
 PA0708| CD6912 BLUE FLAG RM 1                       12.401 METERS 01143     |
 PA0708| CD6913 BLUE FLAG RM 2                        5.224 METERS 21019     |
 PA0708| PA0712 SNOW MT                             APPROX.17.3 KM 3200339.9 |
 PA0708|---------------------------------------------------------------------|
 PA0708
 PA0708                          SUPERSEDED SURVEY CONTROL
 PA0708
 PA0708  NAD 83(1986)-  43 51 04.19872(N)    119 21 28.39671(W) AD(       ) 3
 PA0708  NAD 27      -  43 51 04.66600(N)    119 21 24.56500(W) AD(       ) 3
 PA0708  NGVD 29 (07/19/86) 1658.2    (m)         5440.     (f) VERT ANG    3  
 PA0708
 PA0708.Superseded values are not recommended for survey control.
 PA0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0708.See file dsdata.txt to determine how the superseded data were derived.
 PA0708
 PA0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ1048458045(NAD 83)
 PA0708_MARKER: DS = TRIANGULATION STATION DISK
 PA0708_SETTING: 80 = SET IN A BOULDER
 PA0708_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 PA0708
 PA0708  HISTORY     - Date     Condition        Report By
 PA0708  HISTORY     - 1957     MONUMENTED       CGS
 PA0708
 PA0708                          STATION DESCRIPTION
 PA0708
 PA0708'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 PA0708'THE STATION IS LOCATED ABOUT 24 MILES AIRLINE NORTH NORTHWEST OF
 PA0708'BURNS AND ABOUT ONE MILE AIRLINE EAST OF THE BLUE CREEK CAMP OF
 PA0708'THE FOREST SERVICE, ON THE NORTH EDGE OF A HEAVILY TIMBERED
 PA0708'EAST-WEST RIDGE.
 PA0708'
 PA0708'TO REACH FROM THE POST OFFICE IN BURNS, GO WESTERLY ON U.S. HIGHWAY
 PA0708'395 FOR ABOUT 2-1/2 MILES TO A DIRT AND GRAVELED ROAD JUST NORTH
 PA0708'OF THE HAINES LUMBER MILL.  TURN RIGHT ON THE DIRT AND GRAVEL
 PA0708'ROAD, WHICH IS PRIVATELY OWNED BY THE HAINES LUMBER COMPANY, AND
 PA0708'GO NORTHERLY ON THE MAIN TRAVELED ROAD FOR 11.9 MILES TO A
 PA0708'FORK.  KEEP RIGHT FORK AND GO 12.1 MILES TO A FORK.  KEEP
 PA0708'STRAIGHT AHEAD ON THE RIGHT FORK FOR 2.2 MILES TO ANOTHER FORK.
 PA0708'TURN RIGHT AND GO 1.1 MILES TO A T ROAD RIGHT (THIS FORK IS ABOUT
 PA0708'0.3 MILES BEFORE REACHING THE BLUE CREEK FOREST SERVICE CAMP ON
 PA0708'THE LEFT FORK ROAD).  TURN RIGHT UP STEEP GRADED LOGGING ROAD
 PA0708'FOR 0.2 MILE TO A FORK.  KEEP LEFT FORK FOR 0.35 MILE TO
 PA0708'FORKS OF THREE ROADS.  TAKE THE RIGHT FORK AND GO 1.0 MILE TO
 PA0708'THE END OF THE ROAD.  FROM HERE TURN LEFT AT ABOUT RIGHT
 PA0708'ANGLES AND WIND THROUGH THE TIMBER FOR 0.1 MILE AND THE STATION
 PA0708'WHERE THE RIDGE STARTS SLOPEING RAPIDLY TO THE NORTH.
 PA0708'
 PA0708'THE STATION MARK IS A STANDARD BRONZE DISK STAMPED BLUE FLAG
 PA0708'1957, SET IN THE TOP OF A BOULDER THAT IS ABOUT 40 FEET SOUTH
 PA0708'OF A ROCK LEDGE.
 PA0708'
 PA0708'REFERENCE MARK 1 IS A STANDARD BRONZE DISK STAMPED BLUE FLAG NO
 PA0708'1 1957, SET IN OUTCROPPING AT THE EDGE OF THE LEDGE.  IT IS ABOUT
 PA0708'5-1/2 FEET LOWER IN ELEVATION THAN THE STATION.
 PA0708'
 PA0708'REFERENCE MARK 2 IS A STANDARD BRONZE DISK STAMPED BLUE FLAG NO
 PA0708'2 1957, SET IN TOP OF A BOULDER PROJECTING ABOUT 14 INCHES AND IS
 PA0708'ABOUT 2-1/2 FEET HIGHER IN ELEVATION THAN THE STATION.
 PA0708'
 PA0708'STATIONS SNOW MTN OR SUGARLOAF MAY BE USED FOR THE AZIMUTH.
 PA0708'
 PA0708'HEIGHT OF LIGHT ABOVE STATION MARK 1.45 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB1490 ***********************************************************************
 RB1490  CBN         -  This is a Cooperative Base Network Control Station.
 RB1490  DESIGNATION -  BLUE MOUNTAIN CBL 0
 RB1490  PID         -  RB1490
 RB1490  STATE/COUNTY-  OR/UNION
 RB1490  USGS QUAD   -  LA GRANDE (1994)
 RB1490
 RB1490                         *CURRENT SURVEY CONTROL
 RB1490  ___________________________________________________________________
 RB1490* NAD 83(2007)-  45 18 39.41766(N)    118 03 52.26144(W)     ADJUSTED  
 RB1490* NAVD 88     -       836.5    (meters)    2744.     (feet)  VERTCON   
 RB1490  ___________________________________________________________________
 RB1490  EPOCH DATE  -        2007.00
 RB1490  X           -  -2,114,114.219 (meters)                     COMP
 RB1490  Y           -  -3,965,292.436 (meters)                     COMP
 RB1490  Z           -   4,512,299.741 (meters)                     COMP
 RB1490  LAPLACE CORR-          -2.71  (seconds)                    DEFLEC99
 RB1490  ELLIP HEIGHT-         818.725 (meters)          (02/10/07) ADJUSTED
 RB1490  GEOID HEIGHT-         -17.76  (meters)                     GEOID03
 RB1490
 RB1490  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 RB1490  Type    PID    Designation                      North   East  Ellip
 RB1490  -------------------------------------------------------------------
 RB1490  NETWORK RB1490 BLUE MOUNTAIN CBL 0               1.00   1.22   5.25
 RB1490  -------------------------------------------------------------------
 RB1490
 RB1490.The horizontal coordinates were established by GPS observations
 RB1490.and adjusted by the National Geodetic Survey in February 2007.
 RB1490
 RB1490.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 RB1490.See www.ngs.noaa.gov/NationalReadjustment for more information.
 RB1490.The horizontal coordinates are valid at the epoch date displayed above.
 RB1490.The epoch date for horizontal control is a decimal equivalence
 RB1490.of Year/Month/Day.
 RB1490
 RB1490.The NAVD 88 height was computed by applying the VERTCON shift value to
 RB1490.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RB1490
 RB1490.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RB1490
 RB1490.The Laplace correction was computed from DEFLEC99 derived deflections.
 RB1490
 RB1490.The ellipsoidal height was determined by GPS observations
 RB1490.and is referenced to NAD 83.
 RB1490
 RB1490.The geoid height was determined by GEOID03.
 RB1490
 RB1490;                    North         East     Units Scale Factor Converg.
 RB1490;SPC OR N     -   185,593.533 2,690,940.145   MT  0.99989766   +1 43 38.0
 RB1490;SPC OR N     -   608,902.67  8,828,543.78   iFT  0.99989766   +1 43 38.0
 RB1490;UTM  11      - 5,018,045.007   416,554.863   MT  0.99968561   -0 45 24.6
 RB1490
 RB1490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RB1490!SPC OR N     -   0.99987166  x   0.99989766  =   0.99976933
 RB1490!UTM  11      -   0.99987166  x   0.99968561  =   0.99955731
 RB1490
 RB1490                          SUPERSEDED SURVEY CONTROL
 RB1490
 RB1490  NAD 83(1998)-  45 18 39.41693(N)    118 03 52.26070(W) AD(       ) B
 RB1490  ELLIP H (07/03/01)  818.739  (m)                       GP(       ) 5 1
 RB1490  NAD 83(1991)-  45 18 39.41551(N)    118 03 52.25917(W) AD(       ) B
 RB1490  ELLIP H (02/25/91)  818.804  (m)                       GP(       ) 4 1
 RB1490  NGVD 29 (02/25/91)  835.4    (m)         2741.     (f) GPS OBS     3  
 RB1490
 RB1490.Superseded values are not recommended for survey control.
 RB1490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1490.See file dsdata.txt to determine how the superseded data were derived.
 RB1490
 RB1490_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML1655518045(NAD 83)
 RB1490_MARKER: DD = SURVEY DISK
 RB1490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB1490_SP_SET: CONCRETE POST
 RB1490_STAMPING: PLSO BASELINE GPS
 RB1490_MARK LOGO: PLSO  
 RB1490_MAGNETIC: N = NO MAGNETIC MATERIAL
 RB1490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB1490+STABILITY: SURFACE MOTION
 RB1490_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RB1490+SATELLITE: SATELLITE OBSERVATIONS - 1989
 RB1490
 RB1490  HISTORY     - Date     Condition        Report By
 RB1490  HISTORY     - 1984     MONUMENTED       ORPLA
 RB1490  HISTORY     - 1989     GOOD             NGS
 RB1490
 RB1490                          STATION DESCRIPTION
 RB1490
 RB1490'DESCRIBED BY PROF LAND SURVEYORS OF OREGON 1984
 RB1490'THE BASE LINE IS LOCATED ON THE SOUTHEAST SIDE OF LA GRANDE AND ALONG
 RB1490'THE SOUTHWEST SIDE OF UNITED STATES HIGHWAY 30 BETWEEN GEKELER LANE
 RB1490'AND A POINT JUST EAST OF BLUE MOUNTAIN TIRE COMPANY.
 RB1490' 
 RB1490'THE BASE LINE IS A EAST-WEST LINE WITH THE 0 METER POINT ON THE WEST
 RB1490'END.  THE BASE LINE CONSISTS OF THE 0, 150, 430, AND 1150 METER
 RB1490'POINTS. THERE IS NO 100-FOOT TAPE CALIBRATION STATION LOCATED AT THIS
 RB1490'BASE LINE.  ALL OF THE MARKS ARE SET ON A LINE PARALLEL TO AND ABOUT
 RB1490'39.32 M (129 FT) SOUTHWEST OF THE CENTER LINE OF HIGHWAY 30.
 RB1490' 
 RB1490'TO REACH THE 0-METER POINT FROM THE INTERSTATE HIGHWAY 84 EXIT 265
 RB1490'JUNCTION OF OREGON STATE HIGHWAY 203 SOUTH, U.S. HIGHWAY 30 WEST, AND
 RB1490'INTERSTATE 84 EAST, GO WEST ON HIGHWAY 30 TOWARD LA GRANDE FOR 1.53 K
 RB1490'(0.95 MI) TO THE 1149 METER POINT ON THE LEFT, CONTINUE WEST ON
 RB1490'HIGHWAY 30 FOR 0.72 K (0.45 MI) TO THE 430 METER POINT ON THE LEFT,
 RB1490'CONTINUE WEST FOR 0.24 K (0.15 MI) TO THE 150 METER POINT ON THE LEFT
 RB1490'AND TO REACH THE 0 METER POINT, CONTINUE WEST ON HIGHWAY 30 FOR 0.16 K
 RB1490'(0.1 MI) TO A FIELD ROAD ENTRANCE ON THE LEFT IN THE SOUTHWEST ANGLE
 RB1490'OF THE JUNCTION OF HIGHWAY 30 AND GEKELER LANE, TURN LEFT ONTO THE
 RB1490'FIELD ROAD ENTRANCE AND THE 0 METER POINT AS DESCRIBED.
 RB1490' 
 RB1490'THE 0 METER POINT IS A 2.5 IN BRASS SURVEY DISK, STAMPED--PLSO
 RB1490'BASELINE GPS--, SET IN THE TOP OF A 26 CM (10 IN) ROUND CONCRETE POST
 RB1490'RECESSED 5 CM (2 IN) BELOW THE SURFACE OF THE GROUND. IT IS 39.3 M
 RB1490'(128.9 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 37.9 M (124.3
 RB1490'FT) SOUTH OF THE CENTERLINE OF GEKELER LANE AT JUNCTION OF HIGHWAY
 RB1490'SOUTHWEST EDGE, 18.5 M (60.7 FT) WEST NORTHWEST OF A POWER POLE WITH
 RB1490'TRANSFORMER NO. 044165898 K384 65KS, 6.6 M (21.7 FT) NORTHEAST OF THE
 RB1490'EAST END OR A WIRE GATE POST IN RIGHT OF WAY FENCE, AND 1.0 M (3.3 FT)
 RB1490'SOUTHWEST OF A METAL POST.
 RB1490
 RB1490                          STATION RECOVERY (1989)
 RB1490
 RB1490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 RB1490'THE STATION IS LOCATED ON THE SOUTHEAST SIDE OF LA GRANDE AND ALONG
 RB1490'THE SOUTHWEST SIDE OF US HIGHWAY 30 AT THE INTERSECTION OF GEKELER
 RB1490'LANE.  THIS MARK IS THE 0 END OF THE BLUE MOUNTAIN BASE LINE IN LA
 RB1490'GRANDE.
 RB1490'TO REACH FROM THE INTERSTATE HIGHWAY 84 EXIT 265 GO WESTERLY ON US
 RB1490'HIGHWAY 30 2.65 KM (1.65 MI) TO A FARM LANE NEAR GEKELER LANE, TURN
 RB1490'LEFT ONTO FARM LANE AND STATION.
 RB1490'THE STATION IS A PLSO DISK 39.32 M (129.00 FT) SW FROM THE CENTER OF
 RB1490'HIGHWAY 30, 7.1 M (23.3 FT) SE FROM THE CENTERLINE OF THE FIELD ROAD
 RB1490'AND 6.5 M (21.3 FT) FROM A FENCE,
 RB1490'DESCRIBED BY L.L. RIGGERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0342 ***********************************************************************
 NW0342  DESIGNATION -  BLUE MTN
 NW0342  PID         -  NW0342
 NW0342  STATE/COUNTY-  OR/MALHEUR
 NW0342  USGS QUAD   -  BLUE MOUNTAIN PASS (1982)
 NW0342
 NW0342                         *CURRENT SURVEY CONTROL
 NW0342  ___________________________________________________________________
 NW0342* NAD 83(1991)-  42 19 16.83672(N)    117 52 31.08035(W)     ADJUSTED  
 NW0342* NAVD 88     -      2268.6    (meters)    7443.     (feet)  VERTCON   
 NW0342  ___________________________________________________________________
 NW0342  LAPLACE CORR-           3.58  (seconds)                    DEFLEC99
 NW0342  GEOID HEIGHT-         -18.44  (meters)                     GEOID03
 NW0342  HORZ ORDER  -  FIRST
 NW0342
 NW0342.The horizontal coordinates were established by classical geodetic methods
 NW0342.and adjusted by the National Geodetic Survey in October 1991.
 NW0342
 NW0342.The NAVD 88 height was computed by applying the VERTCON shift value to
 NW0342.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NW0342
 NW0342.The Laplace correction was computed from DEFLEC99 derived deflections.
 NW0342
 NW0342.The geoid height was determined by GEOID03.
 NW0342
 NW0342;                    North         East     Units Scale Factor Converg.
 NW0342;SPC OR S     -    76,115.054 1,716,326.118   MT  1.00000304   +1 47 44.5
 NW0342;SPC OR S     -   249,721.31  5,630,991.20   iFT  1.00000304   +1 47 44.5
 NW0342;UTM  11      - 4,685,826.574   427,875.317   MT  0.99966400   -0 35 21.7
 NW0342
 NW0342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NW0342!SPC OR S     -   0.99964722  x   1.00000304  =   0.99965025
 NW0342!UTM  11      -   0.99964722  x   0.99966400  =   0.99931133
 NW0342
 NW0342|---------------------------------------------------------------------|
 NW0342| PID    Reference Object                     Distance      Geod. Az  |
 NW0342|                                                           dddmmss.s |
 NW0342| CD6915 BLUE MTN RM 1                        11.565 METERS 03451     |
 NW0342| CD6916 BLUE MTN RM 2                         8.168 METERS 17540     |
 NW0342| CD6914 BLUE MTN AZ MK                                     2101040.8 |
 NW0342|---------------------------------------------------------------------|
 NW0342
 NW0342                          SUPERSEDED SURVEY CONTROL
 NW0342
 NW0342  NAD 83(1986)-  42 19 16.84323(N)    117 52 31.08168(W) AD(       ) 1
 NW0342  NAD 27      -  42 19 17.25700(N)    117 52 27.57400(W) AD(       ) 1
 NW0342  NGVD 29 (07/19/86) 2267.4    (m)         7439.     (f) VERT ANG    3  
 NW0342
 NW0342.Superseded values are not recommended for survey control.
 NW0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0342.See file dsdata.txt to determine how the superseded data were derived.
 NW0342
 NW0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG2787585827(NAD 83)
 NW0342_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NW0342_SETTING: 80 = SET IN A BOULDER
 NW0342_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 NW0342
 NW0342  HISTORY     - Date     Condition        Report By
 NW0342  HISTORY     - 1956     MONUMENTED       CGS
 NW0342  HISTORY     - 1974     SEE DESCRIPTION  USGS
 NW0342  HISTORY     - 1975     GOOD             USGS
 NW0342
 NW0342                          STATION DESCRIPTION
 NW0342
 NW0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 NW0342'THE STATION IS LOCATED ON THE TOP AND HIGHEST POINT OF A MOUNTAIN
 NW0342'LOCALLY KNOWN AS BLUE MOUNTAIN.  IT IS ABOUT 18 MILES (AIR LINE)
 NW0342'NORTH OF MC DERMITT, NEVADA, AND 2.5 MILES WEST OF U.S. HIGHWAY 95.
 NW0342'
 NW0342'TO REACH THE STATION FROM THE POST OFFICE IN MC DERMITT, NEVADA,
 NW0342'GO NORTH ON U.S. HIGHWAY 95 FOR 15.0 MILES TO A SIDE ROAD LEFT
 NW0342'AND SIGN OREGON CANYON.  TURN LEFT (WEST) (AS PER SIGN) AND GO
 NW0342'2.7 MILES TO A Y FORK.  TAKE THE RIGHT FORK (NORTHWEST) AND
 NW0342'GO 5.6 MILES TO A DIM SIDE ROAD RIGHT, JUST BEFORE REACHING TWO
 NW0342'SMALL HOUSES.  TURN RIGHT (NORTH) AND GO 0.7 MILE TO A
 NW0342'CROSSROAD.  TURN RIGHT (EAST) AND GO 1.7 MILES TO A RESERVOIR
 NW0342'ON THE LEFT.  CONTINUE STRAIGHT AHEAD (EAST AND NORTH) AND GO
 NW0342'2.8 MILES TO A Y FORK AND THE AZIMUTH MARK (SET IN THE Y
 NW0342'FORK).  TAKE THE RIGHT FORK (EAST-NORTHEAST) AND GO 1.2 MILES TO
 NW0342'THE END OF THE ROAD AT TWO SMALL RESERVOIRS.  PASS BETWEEN
 NW0342'THE RESERVOIRS AND GO NORTH AND EAST UP SLOPING RIDGE FOR
 NW0342'ABOUT 0.35 MILE TO THE END OF TRUCK TRAVEL.  A 4-WHEEL DRIVE
 NW0342'VEHICLE IS REQUIRED FOR THE LAST MILEAGE.  PACK EAST UP THE
 NW0342'STEEP RIDGE TO A SADDLE AND THEN NORTH ALONG THE RIDGE TO THE
 NW0342'HIGHEST POINT AND THE STATION.  THIS IS ABOUT AN 1.25 HOUR
 NW0342'PACK.
 NW0342'
 NW0342'THE STATION MARK, A STANDARD DISK STAMPED BLUE MTN 1956, IS SET
 NW0342'IN A DRILL HOLE IN A BOULDER THAT PROJECTS ABOUT 1 INCH ABOVE
 NW0342'THE GROUND.
 NW0342'
 NW0342'REFERENCE MARK 1, A STANDARD DISK STAMPED BLUE MTN NO 1 1956,
 NW0342'IS SET IN A DRILL HOLE IN A BOULDER THAT PROJECTS ABOUT 2 INCHES
 NW0342'ABOVE THE GROUND.  IT IS ABOUT THE SAME ELEVATION AS THE STATION
 NW0342'MARK.
 NW0342'
 NW0342'REFERENCE MARK 2, A STANDARD DISK STAMPED BLUE MTN NO 2 1956,
 NW0342'IS SET IN A DRILL HOLE IN A BOULDER THAT PROJECTS ABOUT 2 INCHES
 NW0342'ABOVE THE GROUND.  IT IS ABOUT 18 INCHES LOWER THAN THE STATION
 NW0342'MARK.
 NW0342'
 NW0342'THE AZIMUTH MARK, A STANDARD DISK STAMPED BLUE MTN 1956, IS
 NW0342'BRAZED TO THE TOP OF A 2-INCH CAST IRON SOIL PIPE THAT PROJECTS
 NW0342'ABOUT 8 INCHES ABOVE THE GROUND.  IT IS ABOUT 21 FEET EAST OF A
 NW0342'TRACK ROAD, AND 2 FEET EAST OF A WHITE WITNESS POST.
 NW0342
 NW0342                          STATION RECOVERY (1974)
 NW0342
 NW0342'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NW0342'LOCATED ABOUT 31 MI. SOUTH OF BURNS JCT., ABOUT 24 MI. NNW OF
 NW0342'MC DERMITT AND ABOUT 3 MI. WEST OF BLUE MTN. PASS ON U.S. 95
 NW0342'AND ON HIGHEST POINT OF A MOUNTAIN LOCALLY KNOWN AS BLUE MOUNTAIN.
 NW0342'
 NW0342'TO REACH FROM THE POST OFFICE IN MC DERMITT, NV. (ABOUT 100
 NW0342'FT. SOUTH OF THE STATE LINE), GO NORTH ON U.S. 95 FOR 23.4
 NW0342'MI. TO THE SUMMIT OF BLUE MTN. PASS AS PER SIGN AND ROAD FORK,
 NW0342'TURN LEFT (SW) ACROSS CATTLEGUARD AND CONTINUE 0.8 MI. TO ROAD
 NW0342'FORK, TAKE LEFT FORK (STRAIGHT AHEAD) AND CONTINUE 0.3 MI. TO
 NW0342'CROSSROAD, CONTINUE STRAIGHT AHEAD ALONG NORTH SIDE OF A FENCED
 NW0342'RESERVOIR FOR 0.2 MI. TO ROAD FORK, TAKE RIGHT FORK (W) DOWN
 NW0342'HILL AND CONTINUE 0.2 MI. TO STOCK POND DAM, CONTINUE ACROSS
 NW0342'DAM AND UP A STEEP WINDING ROAD FOR 3.8 MI. TO THE TOP OF THE
 NW0342'MOUNTAIN AND STATION ON HIGHEST POINT AND IN THE MIDST OF
 NW0342'NUMEROUS RADIO ANTENNAS.
 NW0342'
 NW0342'THIS IS A 2 WD STATION WITH EXTREME CARE DURING DRY WEATHER, A
 NW0342'4 WHEEL DRIVE VEHICLE IS RECOMMENDED.
 NW0342'
 NW0342'STATION MARK AND REFERENCE MARK 1 WERE FOUND AS DESCRIBED WITH
 NW0342'OBSERVATIONS UNLESS THEY ARE IN DIRECT LINE WITH SOME DISTANT
 NW0342'STATION.
 NW0342
 NW0342                          STATION RECOVERY (1975)
 NW0342
 NW0342'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NW0342'RECOVERED AS DESCRIBED.  ALL MARKS IN GOOD CONDITION.
 NW0342'
 NW0342'NEW DESCRIPTION FOLLOWS--LOCATED ABOUT 31 MI S. OF BURNS
 NW0342'JUNCTION, ABOUT 24 MI NNW. OF MCDERMITT, NV, ABOUT 3 MI W. OF
 NW0342'BLUE MTN. PASS.  ON U.S. HWY. 95 ON HIGHEST POINT OF MOUNTAIN
 NW0342'KNOWN LOCALLY AS BLUE MOUNTAIN.
 NW0342'
 NW0342'TO REACH FROM POST OFFICE IN MCDERMITT, NV, (ABOUT 100 FT S. OF
 NW0342'STATE LINE), GO N. ON U.S. HWY. 95 23.4 MI TO SUMMIT OF BLUE MTN.
 NW0342'PASS AS PER SIGN AND RD. FORK.  TURN LEFT (SW.) ACROSS CATTLEGUARD
 NW0342'0.8 MI TO RD. FORK.  TAKE LEFT FORK (STRAIGHT AHEAD) 0.3 MI TO
 NW0342'X-RD., CONTINUE STRAIGHT AHEAD ALONG NORTH SIDE OF FENCED
 NW0342'RESERVOIR 0.2 MI TO RD. FORK.  TAKE RIGHT FORK (W.) DOWNHILL 0.2
 NW0342'MI TO STOCKPOND DAM, CONTINUE ACROSS DAM AND UP STEEP WINDING RD.
 NW0342'3.8 MI TO TOP OF MOUNTAIN AND STATION ON HIGHEST POINT IN MIDST
 NW0342'OF NUMEROUS RADIO ANTENNAS.
 NW0342'
 NW0342'THIS IS A 2-WHEEL DRIVE STATION WITH EXTREME CARE DURING DRY
 NW0342'WEATHER.  4-WHEEL DRIVE IS RECOMMENDED.
 NW0342'
 NW0342'INSTRUMENT STAND 5.0 FT ABOVE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1239 ***********************************************************************
 OA1239  DESIGNATION -  BLUE RIDGE
 OA1239  PID         -  OA1239
 OA1239  STATE/COUNTY-  OR/COOS
 OA1239  USGS QUAD   -  DANIELS CREEK (1971)
 OA1239
 OA1239                         *CURRENT SURVEY CONTROL
 OA1239  ___________________________________________________________________
 OA1239* NAD 83(1991)-  43 17 17.84390(N)    124 04 54.34892(W)     ADJUSTED  
 OA1239* NAVD 88     -              **(meters)            **(feet)            
 OA1239  ___________________________________________________________________
 OA1239  LAPLACE CORR-          12.07  (seconds)                    DEFLEC99
 OA1239  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 OA1239  HORZ ORDER  -  THIRD
 OA1239
 OA1239.The horizontal coordinates were established by classical geodetic methods
 OA1239.and adjusted by the National Geodetic Survey in October 1991.
 OA1239
 OA1239
 OA1239.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1239
 OA1239.The geoid height was determined by GEOID03.
 OA1239
 OA1239;                    North         East     Units Scale Factor Converg.
 OA1239;SPC OR S     -   186,348.658 1,209,427.290   MT  0.99989678   -2 27 01.6
 OA1239;SPC OR S     -   611,380.11  3,967,937.30   iFT  0.99989678   -2 27 01.6
 OA1239;UTM  10      - 4,793,397.806   412,240.258   MT  0.99969474   -0 44 30.4
 OA1239
 OA1239                          SUPERSEDED SURVEY CONTROL
 OA1239
 OA1239  NAD 83(1986)-  43 17 17.83864(N)    124 04 54.39030(W) AD(       ) 4
 OA1239  NAD 27      -  43 17 18.43800(N)    124 04 50.01500(W) AD(       ) 3
 OA1239
 OA1239.Superseded values are not recommended for survey control.
 OA1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1239.See file dsdata.txt to determine how the superseded data were derived.
 OA1239
 OA1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN1224093398(NAD 83)
 OA1239
 OA1239  HISTORY     - Date     Condition        Report By
 OA1239  HISTORY     - 1942     MONUMENTED       USGS
 OA1239  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 OA1239
 OA1239                          STATION DESCRIPTION
 OA1239
 OA1239'DESCRIBED BY US GEOLOGICAL SURVEY 1942
 OA1239'LOCATED 1.2 MILE NORTH OF BLUE RIDGE LOOKOUT STATION OF THE COOS
 OA1239'FIRE PATROL DISTRICT ON THE NORTHERN END AND HIGHEST PART OF BLUE
 OA1239'RIDGE.
 OA1239'
 OA1239'STATION MARK AND SIGNAL IS LIVING FIR TREE STANDING AMONG DEAD
 OA1239'SNAGS.
 OA1239
 OA1239                          STATION RECOVERY (1989)
 OA1239
 OA1239'RECOVERY NOTE BY US POWER SQUADRON 1989 (AES)
 OA1239'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1292 ***********************************************************************
 QE1292  DESIGNATION -  BLUE RM 2
 QE1292  PID         -  QE1292
 QE1292  STATE/COUNTY-  OR/LINCOLN
 QE1292  USGS QUAD   -  YACHATS (1984)
 QE1292
 QE1292                         *CURRENT SURVEY CONTROL
 QE1292  ___________________________________________________________________
 QE1292* NAD 83(1986)-  44 21 50.     (N)    124 05 36.     (W)     SCALED    
 QE1292* NAVD 88     -        10.726  (meters)      35.19   (feet)  ADJUSTED  
 QE1292  ___________________________________________________________________
 QE1292  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 QE1292  DYNAMIC HT  -          10.726 (meters)      35.19  (feet)  COMP
 QE1292  MODELED GRAV-     980,584.2   (mgal)                       NAVD 88
 QE1292
 QE1292  VERT ORDER  -  FIRST     CLASS II
 QE1292
 QE1292.The horizontal coordinates were scaled from a topographic map and have
 QE1292.an estimated accuracy of +/- 6 seconds.
 QE1292
 QE1292.The orthometric height was determined by differential leveling
 QE1292.and adjusted in June 1991.
 QE1292
 QE1292.The geoid height was determined by GEOID03.
 QE1292
 QE1292.The dynamic height is computed by dividing the NAVD 88
 QE1292.geopotential number by the normal gravity value computed on the
 QE1292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1292.degrees latitude (g = 980.6199 gals.).
 QE1292
 QE1292.The modeled gravity was interpolated from observed gravity values.
 QE1292
 QE1292;                    North         East    Units  Estimated Accuracy
 QE1292;SPC OR N     -    83,850.    2,213,660.      MT  (+/- 180 meters Scaled)
 QE1292
 QE1292                          SUPERSEDED SURVEY CONTROL
 QE1292
 QE1292  NGVD 29 (??/??/92)    9.699  (m)           31.82   (f) ADJ UNCH    1 2
 QE1292
 QE1292.Superseded values are not recommended for survey control.
 QE1292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1292.See file dsdata.txt to determine how the superseded data were derived.
 QE1292
 QE1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ128128(NAD 83)
 QE1292_MARKER: DR = REFERENCE MARK DISK
 QE1292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE1292_SP_SET: CONCRETE POST
 QE1292_STAMPING: BLUE NO 2 1927
 QE1292_MARK LOGO: CGS   
 QE1292_PROJECTION: FLUSH
 QE1292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE1292+STABILITY: SURFACE MOTION
 QE1292
 QE1292  HISTORY     - Date     Condition        Report By
 QE1292  HISTORY     - 1927     MONUMENTED       CGS
 QE1292  HISTORY     - 1988     GOOD             NGS
 QE1292
 QE1292                          STATION DESCRIPTION
 QE1292
 QE1292'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 QE1292'3.9 MI N FROM YACHATS.
 QE1292'350 FEETWEST OF OREGON COAST HIGHWAY.  IN THE BURNT WOODS SUBDIVISION.
 QE1292'30 FEET WEST OF THE FRONT DOOR OF THE R.YATES COTTAGE. 57 FEET SOUTH
 QE1292'OF TRIANGULATION STATION BLUE.  JUST EAST OF THE HIGH WATER LINE.
 QE1292
 QE1292                          STATION RECOVERY (1988)
 QE1292
 QE1292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QE1292'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  7.6 KM
 QE1292'(4.70 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM IYS JUNCTION WITH
 QE1292'STATE HIGHWAY 34 IN WALDPORT, 107.0 M (351.0 FT) WEST OF THE
 QE1292'CENTERLINE OF THE HIGHWAY, 17.2 M (56.4 FT) SOUTH-SOUTHEAST OF
 QE1292'TRIANGULATION STATION BLUE, AND 8.2 M (26.9 FT) SOUTHWEST OF THE
 QE1292'CENTER OF THE WEST DOOR OF THE HOUSE.  NOTE--NOT LEVELED THIS SURVEY.
 QE1292'THE MARK IS ABOVE LEVEL WITH THE YARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2078 ***********************************************************************
 RD2078  DESIGNATION -  BLUFF
 RD2078  PID         -  RD2078
 RD2078  STATE/COUNTY-  OR/CLATSOP
 RD2078  USGS QUAD   -  ARCH CAPE (1985)
 RD2078
 RD2078                         *CURRENT SURVEY CONTROL
 RD2078  ___________________________________________________________________
 RD2078* NAD 83(1991)-  45 51 27.02608(N)    123 57 50.57088(W)     ADJUSTED  
 RD2078* NAVD 88     -         7.50   (+/-2cm)      24.6    (feet)  VERTCON   
 RD2078  ___________________________________________________________________
 RD2078  LAPLACE CORR-          22.07  (seconds)                    DEFLEC99
 RD2078  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 RD2078  HORZ ORDER  -  THIRD
 RD2078  VERT ORDER  -  THIRD ? (See Below)
 RD2078
 RD2078.The horizontal coordinates were established by classical geodetic methods
 RD2078.and adjusted by the National Geodetic Survey in October 1991.
 RD2078
 RD2078.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD2078.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD2078.The vertical order pertains to the NGVD 29 superseded value.
 RD2078
 RD2078.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2078
 RD2078.The geoid height was determined by GEOID03.
 RD2078
 RD2078;                    North         East     Units Scale Factor Converg.
 RD2078;SPC OR N     -   249,223.302 2,231,066.802   MT  0.99996689   -2 27 24.0
 RD2078;SPC OR N     -   817,661.75  7,319,772.97   iFT  0.99996689   -2 27 24.0
 RD2078;UTM  10      - 5,078,667.610   425,160.286   MT  0.99966886   -0 41 30.6
 RD2078
 RD2078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2078!SPC OR N     -   1.00000246  x   0.99996689  =   0.99996935
 RD2078!UTM  10      -   1.00000246  x   0.99966886  =   0.99967132
 RD2078
 RD2078|---------------------------------------------------------------------|
 RD2078| PID    Reference Object                     Distance      Geod. Az  |
 RD2078|                                                           dddmmss.s |
 RD2078| DD9410 BLUFF RM                             10.260 METERS 10929     |
 RD2078| RD2074 LARGE ROCK OFF ARCH CAPE            APPROX. 5.9 KM 1941913.6 |
 RD2078| RD2093 TILLAMOOK ROCK LIGHTHOUSE           APPROX. 9.8 KM 3342313.9 |
 RD2078| RD2082 HAYSTACK ROCK                       APPROX. 3.0 KM 3534004.4 |
 RD2078|---------------------------------------------------------------------|
 RD2078
 RD2078                          SUPERSEDED SURVEY CONTROL
 RD2078
 RD2078  NAD 83(1986)-  45 51 27.05025(N)    123 57 50.55139(W) AD(       ) 3
 RD2078  NAD 27      -  45 51 27.65900(N)    123 57 46.05600(W) AD(       ) 3
 RD2078  NGVD 29 (07/19/86)    6.42   (m)           21.1    (f) LEVELING    3  
 RD2078
 RD2078.Superseded values are not recommended for survey control.
 RD2078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2078.See file dsdata.txt to determine how the superseded data were derived.
 RD2078
 RD2078_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR2516078668(NAD 83)
 RD2078_MARKER: Z = SEE DESCRIPTION
 RD2078_SETTING: 0 = UNSPECIFIED SETTING
 RD2078
 RD2078  HISTORY     - Date     Condition        Report By
 RD2078  HISTORY     - 1926     MONUMENTED       CGS
 RD2078  HISTORY     - 1935     SEE DESCRIPTION  USE
 RD2078  HISTORY     - 1940     SEE DESCRIPTION  CGS
 RD2078  HISTORY     - 1954     SEE DESCRIPTION  ORDT
 RD2078  HISTORY     - 1971     SEE DESCRIPTION  NGS
 RD2078  HISTORY     - 1977     SEE DESCRIPTION  NGS
 RD2078
 RD2078                          STATION DESCRIPTION
 RD2078
 RD2078'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (LGS)
 RD2078'STATION IS SET IN A HUGE ROCK AT MIDWAY CLIFF, (SILVER POINT)
 RD2078'ABOUT 3 MILES S OF ECOLA, (CANNON BEACH) JUST OPPOSITE THE
 RD2078'NORTHERLY OF TWO LARGE ISLAND ROCKS OFF OF MIDWAY CLIFF (CORRECT
 RD2078'NAME SILVER POINT).  THE HIGH-WATER LINE JUST REACHES THE STATION
 RD2078'ROCK WHICH STANDS ABOUT 20 FEET ABOVE THE HIGH WATER.  THE MARK
 RD2078'IS STAMPED BLUFF 1926.  THE STATION IS REACHED BY DRIVING DOWN
 RD2078'THE BEACH FROM ECOLA (CORRECT NAME CANNON BEACH) OR THE WARREN
 RD2078'HOTEL.
 RD2078'
 RD2078'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN
 RD2078'DRILL HOLES AND SET IN THE SAME HUGE ROCK.
 RD2078'
 RD2078'A 12-FOOT STAND WAS USED.
 RD2078
 RD2078                          STATION RECOVERY (1935)
 RD2078
 RD2078'RECOVERY NOTE BY US ENGINEERS 1935
 RD2078'STATION WAS RECOVERED AS DESCRIBED WITH THE FOLLOWING
 RD2078'EXCEPTIONS--FROM CANNON BEACH DRIVE S ALONG COAST ROAD ABOUT 1.5
 RD2078'MILES STOP IN THE FIRST SIDE-HILL CUT, AT THE STEEPEST PART, LOOK
 RD2078'OVER THE SIDE TOWARD THE SEA AND FIND THE PLACE MOST NEARLY
 RD2078'OPPOSITE THE NORTHERNMOST OF TWO LARGE ROCKS IN THE WATER,
 RD2078'DESCEND THE STEEP SLOPE TO A LARGE ROCK THAT JUTS OUT INTO THE
 RD2078'WATER.  STATION IS ON THIS ROCK.
 RD2078
 RD2078                          STATION RECOVERY (1940)
 RD2078
 RD2078'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (LAM)
 RD2078'STATION IS AT SILVER POINT ON CANNON BEACH, ABOUT 3 MILES S OF
 RD2078'CANNON BEACH POST OFFICE.  STATION IS ABOUT 20 FEET ABOVE HIGH
 RD2078'WATER, IN UPPER INCLINED SURFACE OF MASSIVE ROCK JUST E OF
 RD2078'NORTHWARD OF TWO LARGE ISLAND ROCKS OFF SILVER POINT.  HIGH-WATER
 RD2078'LINE JUST REACHES ROCK.  AUTOMOBILE MAY BE DRIVEN TO STATION AT
 RD2078'HALF TIDE OR LESS.  STATION IS MARKED BY DISK STAMPED BLUFF 1926
 RD2078'CEMENTED INTO ROCK, NEAR NW CORNER.
 RD2078'
 RD2078'REFERENCE MARK DISK CEMENTED INTO SE PART OF SAME MASSIVE ROCK,
 RD2078'DISTANT 10.26 METERS (32.66 FEET) IN AZIMUTH 289 DEG 28 MIN 44
 RD2078'SEC.  TILLAMOOK ROCK LIGHTHOUSE IS IN AZIMUTH 154 DEG 23 MIN
 RD2078'13.5 SEC.  BOTH DISKS ARE BENCH MARKS OF PACIFIC POWER AND LIGHT
 RD2078'COMPANY.
 RD2078'
 RD2078'BOTH MARKS IN GOOD CONDITION AUGUST 1940.
 RD2078'
 RD2078'TILLAMOOK ROCK LIGHTHOUSE IS GOOD AZIMUTH MARK FOR THIS STATION.
 RD2078
 RD2078                          STATION RECOVERY (1954)
 RD2078
 RD2078'RECOVERY NOTE BY OREGON DEPARTMENT OF TRANSPORTATION 1954
 RD2078'ORIGINAL DESCRIPTION FITS PRESENT LOCATION OF MONUMENT.  THE
 RD2078'MONUMENT HAS BEEN DISTURBED IN THAT THE DISK HAS BEEN BROKEN OFF
 RD2078'BUT THE ROD REMAINS IN POSITION.
 RD2078
 RD2078                          STATION RECOVERY (1971)
 RD2078
 RD2078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (DRT)
 RD2078'STATION PRESUMABLY RECOVERED.  ONLY DRILL HOLES REMAIN.  ROCK
 RD2078'IS BADLY WEATHERED.  TWO DRILL HOLES WERE IDENTIFIED, WITH STATION
 RD2078'HOLE IDENTIFICATION MORE POSITIVE.  SLOPE DISTANCE BETWEEN STATION
 RD2078'AND RM HOLES WAS MEASURED AND IS 34.5 FEET.  THE ORIGINAL DISTANCE
 RD2078'IS 32.66 FEET, BUT IT IS NOT KNOWN IF THIS WAS A SLOPE
 RD2078'MEASUREMENT.  TO REACH THE STATION FROM THE TOLOVANA PARK POST
 RD2078'OFFICE, GO SOUTH ON CANNON BEACH RD. LOOP OF 0.15 MI. TO U.S.
 RD2078'101 ACCESS ROAD INTERSECTION.  A LARGE PUBLIC PARKING LOT IS ON
 RD2078'THE RIGHT.  TURN RIGHT AT INTERSECTION AND PROCEED TO BEACH.
 RD2078'GO SOUTH ON BEACH FOR 1.05 MI.  STATION IS ON THE UPPER SLOPE
 RD2078'FACE OF THE LARGEST ROCK AT BASE OF SLIDE, ABOUT 360 FEET EAST
 RD2078'OF TUNNEL ROCK.  THE STATION IS 10.75 FT. (SLOPE) FROM THE
 RD2078'HIGHEST POINT OF THIS ROCK, AND ON THE RANGE FORMED BY THE PEAKS
 RD2078'OF THIS AND HAYSTACK RK TO NORTH.  STATION SHOULD BE
 RD2078'REMARKED.
 RD2078'
 RD2078'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RD2078'1 MI. S OF TOLOVANA PARK.
 RD2078
 RD2078                          STATION RECOVERY (1977)
 RD2078
 RD2078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 RD2078'THE STATION MARK, AND REFERENCE MARK WERE SEARCHED FOR, BUT NOT
 RD2078'RECOVERED.
 RD2078'
 RD2078'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RD2078'3 MILES SOUTH OF CANNON BEACH.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1416 ***********************************************************************
 SC1416  DESIGNATION -  BLUFF
 SC1416  PID         -  SC1416
 SC1416  STATE/COUNTY-  OR/COLUMBIA
 SC1416  USGS QUAD   -  RAINIER (1990)
 SC1416
 SC1416                         *CURRENT SURVEY CONTROL
 SC1416  ___________________________________________________________________
 SC1416* NAD 83(1991)-  46 05 10.80540(N)    122 55 17.19549(W)     ADJUSTED  
 SC1416* NAVD 88     -        13.     (meters)      43.     (feet)  SCALED    
 SC1416  ___________________________________________________________________
 SC1416  LAPLACE CORR-          -4.02  (seconds)                    DEFLEC99
 SC1416  GEOID HEIGHT-         -21.60  (meters)                     GEOID03
 SC1416  HORZ ORDER  -  THIRD
 SC1416
 SC1416.The horizontal coordinates were established by classical geodetic methods
 SC1416.and adjusted by the National Geodetic Survey in October 1991.
 SC1416
 SC1416.The orthometric height was scaled from a topographic map.
 SC1416
 SC1416.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1416
 SC1416.The geoid height was determined by GEOID03.
 SC1416
 SC1416;                    North         East     Units Scale Factor Converg.
 SC1416;SPC OR N     -   271,697.559 2,312,742.681   MT  1.00002310   -1 43 02.1
 SC1416;SPC OR N     -   891,396.19  7,587,738.45   iFT  1.00002310   -1 43 02.1
 SC1416;SPC WA S     -    86,570.278   312,757.327   MT  0.99995225   -1 45 32.1
 SC1416;SPC WA S     -   284,022.65  1,026,104.66   sFT  0.99995225   -1 45 32.1
 SC1416;UTM  10      - 5,103,642.956   506,073.368   MT  0.99960045   +0 03 23.7
 SC1416
 SC1416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1416!SPC OR N     -   1.00000135  x   1.00002310  =   1.00002445
 SC1416!SPC WA S     -   1.00000135  x   0.99995225  =   0.99995360
 SC1416!UTM  10      -   1.00000135  x   0.99960045  =   0.99960180
 SC1416
 SC1416:                Primary Azimuth Mark                     Grid Az
 SC1416:SPC OR N     -  RAINIER 2                                293 50 47.0
 SC1416:SPC WA S     -  RAINIER 2                                293 53 17.0
 SC1416:UTM  10      -  RAINIER 2                                292 04 21.2
 SC1416
 SC1416|---------------------------------------------------------------------|
 SC1416| PID    Reference Object                     Distance      Geod. Az  |
 SC1416|                                                           dddmmss.s |
 SC1416| SC0150 RAINIER 2                           APPROX. 0.9 KM 2920744.9 |
 SC1416|---------------------------------------------------------------------|
 SC1416
 SC1416                          SUPERSEDED SURVEY CONTROL
 SC1416
 SC1416  NAD 83(1986)-  46 05 10.82173(N)    122 55 17.19176(W) AD(       ) 3
 SC1416  NAD 27      -  46 05 11.41366(N)    122 55 12.79543(W) AD(       ) 3
 SC1416
 SC1416.Superseded values are not recommended for survey control.
 SC1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1416.See file dsdata.txt to determine how the superseded data were derived.
 SC1416
 SC1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES0607303643(NAD 83)
 SC1416_MARKER: DD = SURVEY DISK
 SC1416_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SC1416_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 SC1416_STAMPING: BLUFF 1926
 SC1416
 SC1416  HISTORY     - Date     Condition        Report By
 SC1416  HISTORY     - 1912     MONUMENTED       USE
 SC1416  HISTORY     - 1952     SEE DESCRIPTION  CGS
 SC1416  HISTORY     - 1967     GOOD             CGS
 SC1416  HISTORY     - 1980     GOOD             NGS
 SC1416
 SC1416                          STATION DESCRIPTION
 SC1416
 SC1416'DESCRIBED BY US ENGINEERS 1912
 SC1416'STATION IS ON A SHARP ROCKY RIDGE S OF THE TRACKS OF THE SPOKANE,
 SC1416'PORTLAND AND SEATTLE RAILWAY.
 SC1416'
 SC1416'THE STATION IS MARKED BY AN IRON PIPE 3 FEET LONG SET IN A PIER
 SC1416'OF CONCRETE WHICH IS ABOUT 1-FOOT SQUARE AT THE SURFACE OF THE
 SC1416'GROUND, AND APPROXIMATELY 8 INCHES DEEP.  THE PIPE PROJECTS FROM
 SC1416'4 TO 8 INCHES ABOVE THE CEMENT.  THE TOP OF THE PIER BEARS THE
 SC1416'INSCRIPTION U.S.E., AND THE NAME OR AN ABBREVIATION OF THE NAME
 SC1416'OF THE STATION.  THERE IS NO UNDERGROUND MARK.
 SC1416
 SC1416                          STATION RECOVERY (1952)
 SC1416
 SC1416'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (GEB)
 SC1416'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 SC1416'
 SC1416'THE STATION IS 1/4 MILE EAST OF THE CITY LIMITS OF RAINIER AND
 SC1416'ABOUT 100 YARDS NORTH OF U.S. HIGHWAY 30.  IT IS ON THE SUMMIT
 SC1416'OF A SHARP, PROMINENT POINT OF THE BLUFF ON THE SOUTH SIDE OF THE
 SC1416'S.P. AND S. RAILROAD AND IS ABOUT 80 FEET HIGHER THAN THE COLUMBIA
 SC1416'RIVER.
 SC1416'
 SC1416'THE STATION MARK IS A U.S. ENGINEERS TRIANGULATION DISK, STAMPED
 SC1416'BLUFF 1926 SET IN A 2-INCH PIPE PROJECTING 7 INCHES ABOVE AN
 SC1416'8-INCH SQUARE BLOCK OF CONCRETE.  BLUFF USE IS INSCRIBED IN THE
 SC1416'CONCRETE BLOCK.  THE MARK IS 1-1/2 METERS SOUTH OF THE EDGE OF
 SC1416'THE BLUFF.
 SC1416'
 SC1416'TO REACH THE STATION FROM THE CITY LIMIT SIGN ON HIGHWAY 30 AND
 SC1416'AT THE EAST EDGE OF RAINIER GO EAST ON THE HIGHWAY FOR 0.15 MILE
 SC1416'TO MILE POST 47.  CONTINUE 0.05 MILE TO A ROAD ON THE LEFT.  TURN
 SC1416'LEFT ONTO THE ROAD LEADING DOWN HILL AND CONTINUE FOR ABOUT 50
 SC1416'YARDS TO A TURN.  AT THIS POINT LEAVE THE ROAD AND CONTINUE
 SC1416'STRAIGHT AHEAD, EASTERLY, ABOUT 100 YARDS TO THE BASE OF THE
 SC1416'STATION KNOLL.
 SC1416
 SC1416                          STATION RECOVERY (1967)
 SC1416
 SC1416'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JCL)
 SC1416'THE STATION MARK, STAMPED BLUFF 1926, WAS RECOVERED AS DESCRIBED IN
 SC1416'RECOVERY NOTE SUBMITTED BY G.E.B. IN 1952.  A METAL WITNESS POST
 SC1416'WAS PLACED 2 FEET WEST OF THE STATION.
 SC1416
 SC1416                          STATION RECOVERY (1980)
 SC1416
 SC1416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 SC1416'THE STATION WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARKS 1 AND 2
 SC1416'WERE ESTABLISHED AT THIS TIME.
 SC1416'
 SC1416'THE STATION IS LOCATED ABOUT 1/4 MILE EAST OF THE CITY OF RAINIER, ON
 SC1416'THE SUMMIT OF A SHARP PROMINENT POINT ON THE SOUTH SIDE OF THE
 SC1416'RAILROAD AND ABOUT 80 FEET HIGHER THAN THE COLUMBIA.
 SC1416'
 SC1416'TO REACH THE STATION FROM THE CITY HALL IN RAINIER GO EAST AND SOUTH
 SC1416'FOR 0.65 MILES TO AN OLD ROAD ON THE LEFT.  PARK TRUCK AND PACK DOWN
 SC1416'OLD ROAD ABOUT 200 FEET TO WHERE THE ROAD TURNS SHARPLY NORTH, LEAVE
 SC1416'ROAD HERE AND EASTERLY PACK ABOUT 450 FEET TO THE STATION.
 SC1416'
 SC1416'THE STATION IS A STANDARD US ARMY CORPS OF ENGINEERS DISK STAMPED
 SC1416'---BLUFF 1926---SET INTO THE TOP OF A METAL PIPE 5 CM (2 INCHES) IN
 SC1416'DIAMETER PROJECTING 20 CM (8 INCHES) ABOVE THE GROUND LOCATED 6.1
 SC1416'METERS (20 FEET) NW FROM HIGHEST PART OF BLUFF, 1.8 METERS (6 FEET)
 SC1416'SW FROM TOP EDGE OF BLUFF, AND 0.76 METER (2.5 FEET) E FROM A METAL
 SC1416'WITNESS POST.
 SC1416'
 SC1416'REFERENCE MARK NO. 1 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 SC1416'STAMPED---BLUFF USE 1912 NO 1 1980---SET INTO ROCK OUTCROP LOCATED
 SC1416'SW FROM THE TOP EDGE OF BLUFF, 0.3 METER (1 FOOT) SW FROM AN EYE BOLT
 SC1416'IN A DRILL HOLE IN A ROCK OUT CROP, AND 0.76 METER (2.5 FEET) HIGHER
 SC1416'THAN THE STATION.
 SC1416'
 SC1416'REFERENCE MARK NO. 2 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 SC1416'STAMPED---BLUFF USE 1912 NO 2 1980---SET INTO ROCK OUTCROP LOCATED
 SC1416'3.7 METERS (12 FEET) NW FROM A METAL WITNESS POST, 3.0 METERS (10
 SC1416'FEET) W FROM THE EDGE OF THE BLUFF, 1.98 METERS (6.5 FEET) E FROM A
 SC1416'16 INCH IN DIAMETER FIR TREE, AND 0.9 METER (3 FEET) LOWER THAN THE
 SC1416'STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1030 ***********************************************************************
 OA1030  DESIGNATION -  BLUFF
 OA1030  PID         -  OA1030
 OA1030  STATE/COUNTY-  OR/CURRY
 OA1030  USGS QUAD   -  CAPE SEBASTIAN (1986)
 OA1030
 OA1030                         *CURRENT SURVEY CONTROL
 OA1030  ___________________________________________________________________
 OA1030* NAD 83(1991)-  42 17 23.65945(N)    124 24 17.73770(W)     ADJUSTED  
 OA1030* NAVD 88     -        56.     (meters)     184.     (feet)  SCALED    
 OA1030  ___________________________________________________________________
 OA1030  LAPLACE CORR-          14.48  (seconds)                    DEFLEC99
 OA1030  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 OA1030  HORZ ORDER  -  THIRD
 OA1030
 OA1030.The horizontal coordinates were established by classical geodetic methods
 OA1030.and adjusted by the National Geodetic Survey in October 1991.
 OA1030
 OA1030.The orthometric height was scaled from a topographic map.
 OA1030
 OA1030.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1030
 OA1030.The geoid height was determined by GEOID03.
 OA1030
 OA1030;                    North         East     Units Scale Factor Converg.
 OA1030;SPC OR S     -    76,739.701 1,178,059.519   MT  1.00001122   -2 40 17.6
 OA1030;SPC OR S     -   251,770.67  3,865,024.67   iFT  1.00001122   -2 40 17.6
 OA1030;UTM  10      - 4,682,920.526   384,175.775   MT  0.99976506   -0 56 43.6
 OA1030
 OA1030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1030!SPC OR S     -   0.99999557  x   1.00001122  =   1.00000679
 OA1030!UTM  10      -   0.99999557  x   0.99976506  =   0.99976063
 OA1030
 OA1030:                Primary Azimuth Mark                     Grid Az
 OA1030:SPC OR S     -  COVE ISLAND                              330 50 07.6
 OA1030:UTM  10      -  COVE ISLAND                              329 06 33.6
 OA1030
 OA1030|---------------------------------------------------------------------|
 OA1030| PID    Reference Object                     Distance      Geod. Az  |
 OA1030|                                                           dddmmss.s |
 OA1030| OA1028 COVE ISLAND                         APPROX. 3.2 KM 3280950.0 |
 OA1030|---------------------------------------------------------------------|
 OA1030
 OA1030                          SUPERSEDED SURVEY CONTROL
 OA1030
 OA1030  NAD 83(1986)-  42 17 23.63938(N)    124 24 17.74511(W) AD(       ) 3
 OA1030  NAD 27      -  42 17 24.23200(N)    124 24 13.33000(W) AD(       ) 3
 OA1030
 OA1030.Superseded values are not recommended for survey control.
 OA1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1030.See file dsdata.txt to determine how the superseded data were derived.
 OA1030
 OA1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCM8417682921(NAD 83)
 OA1030
 OA1030  HISTORY     - Date     Condition        Report By
 OA1030  HISTORY     - 1873     MONUMENTED       CGS
 OA1030  HISTORY     - 1907     SEE DESCRIPTION  CGS
 OA1030  HISTORY     - 1933     SEE DESCRIPTION  ORGS
 OA1030  HISTORY     - 1934     SEE DESCRIPTION  ORGS
 OA1030
 OA1030                          STATION DESCRIPTION
 OA1030
 OA1030'DESCRIBED BY COAST AND GEODETIC SURVEY 1907
 OA1030'ON THE HIGHEST PART OF A VERY PROMINENT BLUFF, THE SEA FACE OF
 OA1030'WHICH IS A PRECIPICE OF ROCK DIRECTLY OPPOSITE THE MOUTH OF THE
 OA1030'PISTOL RIVER.
 OA1030'
 OA1030'THE STATION IS MARKED BY A BOTTLE BURIED 3 FEET BELOW THE
 OA1030'SURFACE, AND AT THE SURFACE THERE ARE THREE STUBS WITH A COPPER
 OA1030'TACK IN THE TOP OF EACH, DISTANT 3 FEET AND BEARING N, S AND E
 OA1030'(MAGNETIC).
 OA1030
 OA1030                          STATION RECOVERY (1933)
 OA1030
 OA1030'RECOVERY NOTE BY OREGON GEODETIC SURVEY 1933
 OA1030'STATION IS ABOUT 8.5 MILES AIR LINE S OF THE TOWN OF GOLD BEACH,
 OA1030'ABOUT 1 MILE N OF THE MOUTH OF PISTOL RIVER.
 OA1030
 OA1030                          STATION RECOVERY (1934)
 OA1030
 OA1030'RECOVERY NOTE BY OREGON GEODETIC SURVEY 1934
 OA1030'TRACES OF STATION THAT WAS USED IN 1907 AND 1924 WERE FOUND ON A
 OA1030'SHORE ISLAND ABOUT 750 FEET NW OF POINT BLUFF AS USED IN NOTES
 OA1030'1873-1907.  STATION IS ABOUT 300 FEET W OF U.S. HIGHWAY 101.  OLD
 OA1030'FLAG AND A STAKE FOUND ON THE ISLAND.  DUG HOLE 3 FEET DEEP AT
 OA1030'STAKE.  NO BOTTLE FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1066 ***********************************************************************
 OA1066  DESIGNATION -  BLUFF
 OA1066  PID         -  OA1066
 OA1066  STATE/COUNTY-  OR/CURRY
 OA1066  USGS QUAD   -  CAPE BLANCO (1996)
 OA1066
 OA1066                         *CURRENT SURVEY CONTROL
 OA1066  ___________________________________________________________________
 OA1066* NAD 83(1991)-  42 49 54.08597(N)    124 33 06.64995(W)     ADJUSTED  
 OA1066* NAVD 88     -        62.     (meters)     203.     (feet)  SCALED    
 OA1066  ___________________________________________________________________
 OA1066  LAPLACE CORR-          11.13  (seconds)                    DEFLEC99
 OA1066  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 OA1066  HORZ ORDER  -  THIRD
 OA1066
 OA1066.The horizontal coordinates were established by classical geodetic methods
 OA1066.and adjusted by the National Geodetic Survey in October 1991.
 OA1066
 OA1066.The orthometric height was scaled from a topographic map.
 OA1066
 OA1066.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1066
 OA1066.The geoid height was determined by GEOID03.
 OA1066
 OA1066;                    North         East     Units Scale Factor Converg.
 OA1066;SPC OR S     -   137,425.684 1,168,866.538   MT  0.99991180   -2 46 19.4
 OA1066;SPC OR S     -   450,871.67  3,834,863.97   iFT  0.99991180   -2 46 19.4
 OA1066;UTM  10      - 4,743,292.478   373,165.594   MT  0.99979791   -1 03 18.6
 OA1066
 OA1066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1066!SPC OR S     -   0.99999454  x   0.99991180  =   0.99990634
 OA1066!UTM  10      -   0.99999454  x   0.99979791  =   0.99979245
 OA1066
 OA1066:                Primary Azimuth Mark                     Grid Az
 OA1066:SPC OR S     -  BLANCO                                   294 07 22.3
 OA1066:UTM  10      -  BLANCO                                   292 24 21.5
 OA1066
 OA1066|---------------------------------------------------------------------|
 OA1066| PID    Reference Object                     Distance      Geod. Az  |
 OA1066|                                                           dddmmss.s |
 OA1066| OA1055 BLANCO                              APPROX. 1.0 KM 2912102.9 |
 OA1066|---------------------------------------------------------------------|
 OA1066
 OA1066                          SUPERSEDED SURVEY CONTROL
 OA1066
 OA1066  NAD 83(1986)-  42 49 54.06220(N)    124 33 06.68700(W) AD(       ) 3
 OA1066  NAD 27      -  42 49 54.72000(N)    124 33 02.27800(W) AD(       ) 3
 OA1066
 OA1066.Superseded values are not recommended for survey control.
 OA1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1066.See file dsdata.txt to determine how the superseded data were derived.
 OA1066
 OA1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN7316643292(NAD 83)
 OA1066
 OA1066  HISTORY     - Date     Condition        Report By
 OA1066  HISTORY     - 1869     MONUMENTED       CGS
 OA1066
 OA1066                          STATION DESCRIPTION
 OA1066
 OA1066'DESCRIBED BY COAST AND GEODETIC SURVEY 1869 (AWC)
 OA1066'STATION IS ON THE EDGE OF THE BLUFF WHERE THE CURVE IN THE SHORE
 OA1066'LINE FROM CAPE BLANCE JOINS THE MAIN TREND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1560 ***********************************************************************
 OA1560  DESIGNATION -  BLUFF RESET
 OA1560  PID         -  OA1560
 OA1560  STATE/COUNTY-  OR/COOS
 OA1560  USGS QUAD   -  CHARLESTON (1970)
 OA1560
 OA1560                         *CURRENT SURVEY CONTROL
 OA1560  ___________________________________________________________________
 OA1560* NAD 83(1991)-  43 20 48.24968(N)    124 18 58.64222(W)     ADJUSTED  
 OA1560* NAVD 88     -        17.     (meters)      56.     (feet)  SCALED    
 OA1560  ___________________________________________________________________
 OA1560  LAPLACE CORR-          15.81  (seconds)                    DEFLEC99
 OA1560  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 OA1560  HORZ ORDER  -  SECOND
 OA1560
 OA1560.The horizontal coordinates were established by classical geodetic methods
 OA1560.and adjusted by the National Geodetic Survey in October 1991.
 OA1560
 OA1560.The orthometric height was scaled from a topographic map.
 OA1560
 OA1560.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1560
 OA1560.The geoid height was determined by GEOID03.
 OA1560
 OA1560;                    North         East     Units Scale Factor Converg.
 OA1560;SPC OR S     -   193,674.888 1,190,709.761   MT  0.99989943   -2 36 39.3
 OA1560;SPC OR S     -   635,416.30  3,906,528.09   iFT  0.99989943   -2 36 39.3
 OA1560;UTM  10      - 4,800,161.656   393,316.112   MT  0.99974000   -0 54 13.0
 OA1560
 OA1560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1560!SPC OR S     -   1.00000144  x   0.99989943  =   0.99990087
 OA1560!UTM  10      -   1.00000144  x   0.99974000  =   0.99974144
 OA1560
 OA1560|---------------------------------------------------------------------|
 OA1560| PID    Reference Object                     Distance      Geod. Az  |
 OA1560|                                                           dddmmss.s |
 OA1560| CD9618 BLUFF RM 1                           12.047 METERS 04156     |
 OA1560| OA1580 COOS BAY ENT RNG R LT                38.703 METERS 19523     |
 OA1560| OA1576 CHARLESTON 2 RESET                  APPROX. 1.0 KM 2710616.4 |
 OA1560| OA1569 COOS BAY ENTRANCE RANGE F BCN       APPROX. 0.8 KM 2930913.3 |
 OA1560|---------------------------------------------------------------------|
 OA1560
 OA1560                          SUPERSEDED SURVEY CONTROL
 OA1560
 OA1560  NAD 83(1986)-  43 20 48.24493(N)    124 18 58.69000(W) AD(       ) 2
 OA1560  NAD 27      -  43 20 48.84600(N)    124 18 54.26500(W) AD(       ) 2
 OA1560
 OA1560.Superseded values are not recommended for survey control.
 OA1560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1560.See file dsdata.txt to determine how the superseded data were derived.
 OA1560
 OA1560_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCP9331600162(NAD 83)
 OA1560_MARKER: DH = HORIZONTAL CONTROL DISK
 OA1560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA1560_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 OA1560_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OA1560
 OA1560  HISTORY     - Date     Condition        Report By
 OA1560  HISTORY     - 1907     MONUMENTED       USE
 OA1560  HISTORY     - 1924     SEE DESCRIPTION  CGS
 OA1560  HISTORY     - 1945     SEE DESCRIPTION  CGS
 OA1560  HISTORY     - 1948     SEE DESCRIPTION  CGS
 OA1560  HISTORY     - 1971     SEE DESCRIPTION  NGS
 OA1560  HISTORY     - 1977     GOOD             NOS
 OA1560
 OA1560                          STATION DESCRIPTION
 OA1560
 OA1560'DESCRIBED BY US ENGINEERS 1907
 OA1560'THE STATION IS MARKED BY A CONCRETE BLOCK 10 INCHES SQUARE AND
 OA1560'1-1/2 FEET DEEP WITH A 1-1/2-INCH IRON PIPE RUN THROUGH THE CENTER.
 OA1560
 OA1560                          STATION RECOVERY (1924)
 OA1560
 OA1560'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1924 (RFL)
 OA1560'NEAR THE EDGE OF A BLUFF, ON THE E BANK OF SOUTH SLOUGH,
 OA1560'OPPOSITE THE MOUTH OF COOS BAY.
 OA1560'
 OA1560'STATION IS MARKED BY A PIPE SET IN A CONCRETE BLOCK BEARING
 OA1560'THE LETTERS USE AND THE NAME OF THE STATION.  IT IS ABOUT 75
 OA1560'METERS N OF THE REAR BEACON OF THE RANGE CROSSING COOS BAY
 OA1560'BAR.  THERE IS A SPRING NEAR THE WATERS EDGE ABOUT 60 METERS N
 OA1560'OF THE STATION.
 OA1560
 OA1560                          STATION RECOVERY (1945)
 OA1560
 OA1560'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (KGC)
 OA1560'STATION IS ON A BLUFF, ON THE E SHORE OF COOS BAY, ABOUT 0.5
 OA1560'MILE E OF CHARLESTON, AND IN THE W CORNER OF THE FRONT YARD OF
 OA1560'H. IRWIN, BOX 595.  IT IS ABOUT 120 FEET N OF THE REAR COOS BAY
 OA1560'ENTRANCE RANGE, 43 FEET W OF THE CENTER FRONT DOOR SILL OF THE
 OA1560'HOME OF H. IRWIN, 2.5 FEET SE OF THE FRONT YARD FENCE CORNER, AND
 OA1560'0.5 FOOT SW OF THE FENCE.
 OA1560'
 OA1560'STATION IS MARKED BY A BRONZE STATION DISK SET IN A
 OA1560'CONCRETE-FILLED TILE.  IT PROJECTS ABOUT 1 INCH ABOVE THE
 OA1560'GROUND AND IS STAMPED BLUFF USE 1907 1945.  UNDERGROUND MARK IS
 OA1560'A BRONZE DISK, STAMPED BLUFF USE 1907 1945, CEMENTED INTO A
 OA1560'1-1/4-INCH IRON PIPE CEMENTED INTO A BLOCK OF CONCRETE.  BLUFF
 OA1560'USE IS ON THE CONCRETE BLOCK.  THE MARK IS 2-1/2 FEET BELOW THE
 OA1560'SURFACE.
 OA1560'
 OA1560'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN CONCRETE
 OA1560'FLUSH WITH THE GROUND.  IT IS ABOUT 1 FOOT HIGHER THAN THE
 OA1560'STATION AND 12.047 METERS (39.52 FEET) NE OF IT.  DISK IS
 OA1560'STAMPED BLUFF USE NO 1 1945.
 OA1560'
 OA1560'TO REACH STATION FROM THE EMPIRE POST OFFICE, GO S TOWARD
 OA1560'CHARLESTON FOR 4.0 MILES TO BOX 595, THE HOME OF H. IRWIN, AND THE
 OA1560'STATION.
 OA1560'
 OA1560'THE FOLLOWING INFORMATION IS TAKEN FROM LETTERS FROM (1)
 OA1560'PORTLAND DISTRICT ENGINEER, OCTOBER 11, 1945.  (2) LT. (J.G.) JOHN
 OA1560'O. BOYER, U.S.C. AND G.S., OCTOBER 18, 1945.  AND
 OA1560'(3) LT. COMDR. WALTER J. CHOVAN, U.S.C. AND G.S., OCTOBER 8,
 OA1560'1945--
 OA1560'
 OA1560'MARK WAS A CONCRETE BLOCK, 10 INCHES SQUARE, WITH A 1-1/2-INCH
 OA1560'IRON PIPE THROUGH THE CENTER.  THE MARK IS 2 FEET BELOW THE
 OA1560'SURFACE.  A STANDARD DISK WAS CEMENTED IN THE PIPE AND THIS WAS
 OA1560'USED FOR A SUBSURFACE MARK WHICH IS ABOUT 2 FEET BELOW THE
 OA1560'SURFACE.  THE SURFACE MARK IS SET ACCORDING TO NOTE 1A.
 OA1560
 OA1560                          STATION RECOVERY (1948)
 OA1560
 OA1560'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RAE)
 OA1560'THE STATION AND REFERENCE MARK 1 WERE RECOVERED IN GOOD CONDITION
 OA1560'AS DESCRIBED BY K.G.C. IN 1945.  THE DISTANCE TO THE REFERENCE
 OA1560'MARK WAS VERIFIED.  THE DESCRIPTION IS ADEQUATE.
 OA1560
 OA1560                          STATION RECOVERY (1971)
 OA1560
 OA1560'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 OA1560'NOT OCCUPIED THIS DATE.
 OA1560'
 OA1560'THE REFERENCE MARK, AND THE UNDERGROUND MARK WERE FOUND IN GOOD
 OA1560'CONDITION.  THE SURFACE MARK WAS LOOSE, AND OUT OF PLUMB.  THE
 OA1560'SURFACE MARK WAS REMOVED, AND ANOTHER STATION MARK WAS PLUMBED
 OA1560'PRECISELY OVER THE UNDERGROUND MARK.  A NEW TO REACH, AND A
 OA1560'CURRENT DESCRIPTION OF THE MARKS FOLLOWS.
 OA1560'
 OA1560'TO REACH THE STATION FROM THE CHARLESTON POST OFFICE GO NORTHEAST
 OA1560'ON EMPIRE BLVD. FOR 1.0 MILE TO WILSHIRE BLVD. ON THE RIGHT, AND
 OA1560'A DRIVEWAY ON THE LEFT, TURN LEFT, AND GO WEST ON THE DRIVEWAY
 OA1560'FOR 0.05 MILE TO MR. WILLIAM SZABOS RESIDENCE, AND THE STATION
 OA1560'IS ON A VERY SMALL POINT IN THE TREES AT THE WEST EDGE OF
 OA1560'MR. SZABOS LAWN.
 OA1560'
 OA1560'THE STATION MARK, STAMPED BLUFF USE 1907 1945 1971, IS A STANDARD
 OA1560'DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4
 OA1560'INCHES, 53 FEET NORTHWEST OF THE SOUTHWEST CORNER OF MR. SZABOS
 OA1560'RESIDENCE, 44 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE
 OA1560'SUNDECK, 35 FEET WEST-NORTHWEST OF THE SOUTHWEST CORNER OF THE
 OA1560'SUNDECK, 29 FEET SOUTHWEST OF A GATE IN THE YARD FENCE, 7 FEET
 OA1560'NORTHEAST OF A LARGE SPREADING SPRUCE TREE, 2.5 FEET EAST OF
 OA1560'THE TOP OF THE BLUFF, AND 1.5 FEET SOUTHWEST OF A HOLLY TREE.
 OA1560'
 OA1560'THE REFERENCE MARK, STAMPED BLUFF USE NO 1 1945, IS A STANDARD
 OA1560'DISK SET IN A 5-INCH SQUARE CONCRETE MONUMENT THAT IS 1 INCH
 OA1560'BELOW THE SURFACE IN A SHRUBBERY ROW.  IT IS 12 FEET WEST-NORTHWEST
 OA1560'OF THE NORTHWEST CORNER OF THE SUNDECK, 8.5 FEET NORTHEAST OF THE
 OA1560'NORTHEAST END OF A GATE IN THE YARD FENCE, 3 FEET SOUTHEAST OF
 OA1560'THE NORTHWEST CORNER OF THE FENCE, AND 1.2 FEET SOUTH-SOUTHWEST
 OA1560'OF THE BOARD FENCE.
 OA1560'
 OA1560'THERE WAS NO SUITABLE PLACE TO ESTABLISH ANOTHER REFERENCE MARK.
 OA1560'
 OA1560'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OA1560'1/2 MILE NORTHEAST OF CHARLESTON.
 OA1560
 OA1560                          STATION RECOVERY (1977)
 OA1560
 OA1560'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1977 (RBM)
 OA1560'THE STATION WAS RECOVERED AS DESCRIBED IN 1971.
 OA1560'THE MARK IS ON PROPERTY NOW OCCUPIED BY MR. CHARLES
 OA1560'E. WHITCOMP.  THE MARK IS OF LIMITED VALUE AS IT IS
 OA1560'SURROUNDED BY SHRUBBERY AND TREES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AJ8210 ***********************************************************************
 AJ8210  DESIGNATION -  BLUMENAUER
 AJ8210  PID         -  AJ8210
 AJ8210  STATE/COUNTY-  OR/CLACKAMAS
 AJ8210  USGS QUAD   -  SOOSAP PEAK (1986)
 AJ8210
 AJ8210                         *CURRENT SURVEY CONTROL
 AJ8210  ___________________________________________________________________
 AJ8210* NAD 83(2007)-  45 00 50.13949(N)    122 20 50.72085(W)     ADJUSTED  
 AJ8210* NAVD 88     -      1289.0    (meters)    4229.     (feet)  GPS OBS   
 AJ8210  ___________________________________________________________________
 AJ8210  EPOCH DATE  -        2007.00
 AJ8210  X           -  -2,417,038.553 (meters)                     COMP
 AJ8210  Y           -  -3,816,379.764 (meters)                     COMP
 AJ8210  Z           -   4,489,338.824 (meters)                     COMP
 AJ8210  LAPLACE CORR-           8.59  (seconds)                    DEFLEC99
 AJ8210  ELLIP HEIGHT-        1266.948 (meters)          (02/10/07) ADJUSTED
 AJ8210  GEOID HEIGHT-         -22.05  (meters)                     GEOID03
 AJ8210
 AJ8210  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ8210  Type    PID    Designation                      North   East  Ellip
 AJ8210  -------------------------------------------------------------------
 AJ8210  NETWORK AJ8210 BLUMENAUER                        0.67   0.49   2.12
 AJ8210  -------------------------------------------------------------------
 AJ8210
 AJ8210.The horizontal coordinates were established by GPS observations
 AJ8210.and adjusted by the National Geodetic Survey in February 2007.
 AJ8210
 AJ8210.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ8210.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ8210.The horizontal coordinates are valid at the epoch date displayed above.
 AJ8210.The epoch date for horizontal control is a decimal equivalence
 AJ8210.of Year/Month/Day.
 AJ8210
 AJ8210.The orthometric height was determined by GPS observations and a
 AJ8210.high-resolution geoid model.
 AJ8210
 AJ8210.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8210
 AJ8210.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8210
 AJ8210.The ellipsoidal height was determined by GPS observations
 AJ8210.and is referenced to NAD 83.
 AJ8210
 AJ8210.The geoid height was determined by GEOID03.
 AJ8210
 AJ8210;                    North         East     Units Scale Factor Converg.
 AJ8210;SPC OR N     -   151,374.046 2,354,399.392   MT  0.99989822   -1 18 36.6
 AJ8210;SPC OR N     -   496,634.01  7,724,407.45   iFT  0.99989822   -1 18 36.6
 AJ8210;UTM  10      - 4,984,704.703   551,420.632   MT  0.99963251   +0 27 41.6
 AJ8210
 AJ8210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8210!SPC OR N     -   0.99980140  x   0.99989822  =   0.99969964
 AJ8210!UTM  10      -   0.99980140  x   0.99963251  =   0.99943398
 AJ8210
 AJ8210                          SUPERSEDED SURVEY CONTROL
 AJ8210
 AJ8210  NAD 83(1998)-  45 00 50.13762(N)    122 20 50.72221(W) AD(       ) B
 AJ8210  ELLIP H (02/26/02) 1266.955  (m)                       GP(       ) 3 2
 AJ8210
 AJ8210.Superseded values are not recommended for survey control.
 AJ8210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8210.See file dsdata.txt to determine how the superseded data were derived.
 AJ8210
 AJ8210_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ5142184705(NAD 83)
 AJ8210_MARKER: DD = SURVEY DISK
 AJ8210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8210_STAMPING: BLUMENNAUER 2000
 AJ8210_MARK LOGO: OR-005
 AJ8210_PROJECTION: RECESSED 5 CENTIMETERS
 AJ8210_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ8210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8210+STABILITY: SURFACE MOTION
 AJ8210_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8210+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2000
 AJ8210
 AJ8210  HISTORY     - Date     Condition        Report By
 AJ8210  HISTORY     - 20000901 MONUMENTED       OR-005
 AJ8210
 AJ8210                          STATION DESCRIPTION
 AJ8210
 AJ8210'DESCRIBED BY CLACKAMAS COUNTY OREGON 2000 (CRC)
 AJ8210'THE STATION IS LOCATED ABOUT 61.5 KM (38.2 MI) SOUTH-SOUTHEAST OF
 AJ8210'PORTLAND, 30 KM
 AJ8210'(18.5 MI) SOUTHERLY FROM ESTACADA,  23.5 KM (14.6 MI) SOUTHEAST OF
 AJ8210'MOLALLA, IN A CLEAR CUT
 AJ8210'NEAR HIGH CAMP ON WILLAMETTE INDUSTRIES PROPERTY, 1.0 KM (0.6 MI)
 AJ8210'SOUTH-SOUTHEAST OF
 AJ8210'EMERALD LAKE, 1.1 KM (0.7 MI) WESTERLY OF OLD HIGH CAMP LOOKOUT TOWER
 AJ8210', IN T. 6 S., R.
 AJ8210'4 E., W.M.  OWNERSHIP--WILLAMETTE INDUSTRIES.
 AJ8210' 
 AJ8210'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 211 AND
 AJ8210'213 IN MOLALLA, GO
 AJ8210'EAST ON HIGHWAY 211 FOR 5.6 KM (3.5 MI) TO THE JUNCTION OF MATHIAS
 AJ8210'ROAD ON THE RIGHT.  TURN
 AJ8210'RIGHT, SOUTHERLY, ON MATHIAS ROAD FOR 0.5 KM (0.3 MI) TO THE JUNCTION
 AJ8210'OF FEYRER PARK ROAD
 AJ8210'(DICKEY PRAIRIE ROAD ON SIGN POST) ON THE LEFT.  TURN LEFT, EASTERLY,
 AJ8210'ON FEYRER PARK ROAD
 AJ8210'FOR 1.7 MILES TO T-INTERSECTION.  TURN RIGHT, SOUTHERLY, ON DICKEY
 AJ8210'PRAIRIE ROAD FOR 2.6 KM
 AJ8210'(1.6 MI) TO WILLAMETTE INDUSTRIES FIELD OFFICE ON RIGHT.  STOP AT THE
 AJ8210'FIELD OFFICE TO GET
 AJ8210'HIGH CAMP KEY NUMBER CT 10 TO THEIR GATED LANDS.  GO SOUTHERLY ON A
 AJ8210'GRAVEL ROAD FOR 6.2
 AJ8210'KM (3.85 MI) TO UNPAVED WILLAMETTE INDUSTRIES HIGH CAMP MAIN LINE ROAD
 AJ8210'WHICH FORKS TO
 AJ8210'LEFT.  TURN LEFT ON THE UNPAVED WILLAMETTE INDUSTRIES HIGH CAMP MAIN
 AJ8210'LINE ROAD FOR 0.2
 AJ8210'KM (0.1 MI) TO GATE.  GO SOUTHEASTERLY PAST THE GATE ON HIGH CAMP MAIN
 AJ8210'LINE, MARKED HC ML
 AJ8210'ON SIGN POSTS, FOR 9.2 KM (5.7 MI) TO A BRIDGE OVER A SMALL STREAM. GO
 AJ8210'ACROSS THE STREAM
 AJ8210'AND CONTINUE TO THE RIGHT (THE MIDDLE FORK) ON HC ML FOR 4.4 KM (2.7
 AJ8210'MI) TO WHERE RAIDER
 AJ8210'RIDGE MAIN LINE AND TROUT CREEK MAIN LINE MEET HIGH CAMP MAIN LINE
 AJ8210'FROM THE SOUTH AND
 AJ8210'WEST.  GO SOUTHEASTERLY ON HC ML FOR 6.4 KM (4.0 MI) TO HC 166 FORK
 AJ8210'LEFT (HC 147 ON SIGN
 AJ8210'POST).  TURN LEFT GO NORTHERLY ON HC 166 (HC 147 ON SIGN POST) FOR 1.3
 AJ8210'KM (0.8 MI) TO THE SITE
 AJ8210'WHICH IS 11 M (36 FT) UP A SIDE ROAD ON LEFT (NORTH).
 AJ8210' 
 AJ8210'THE STATION IS A 9.5 CM (3.25 IN) BRONZE CAP ATTACHED TO A 6 CM (2.4
 AJ8210'IN) STAINLESS STEEL PIPE
 AJ8210'0.75 M (30 IN) IN LENGTH, EMBEDDED IN A ROUND 30 CM (12 IN) DIAMETER
 AJ8210'CONCRETE POST THAT IS 1.2
 AJ8210'M (4 FT) DEEP, THE TOP OF WHICH IS RECESSED 5 CM (2 IN) BELOW THE
 AJ8210'SURFACE.  IT IS  27.1 M (89 FT)
 AJ8210'SOUTHEAST FROM A 9.1 M (30 FT) TALL 30 CM (12 IN) DIAMETER SPRUCE
 AJ8210'TREE, 28.6 M (93.7 FT)
 AJ8210'EAST-NORTHEAST FROM A 9.1 M (30 FT) TALL 30 CM (12 IN) DIAMETER FIR
 AJ8210'TREE WITH AN 8 CM (3 IN)  BY
 AJ8210'13 CM (5 IN) ALUMINUM TAG SCRIBED WITH GPS AND THE CORRESPONDING
 AJ8210'DISTANCE ATTACHED TO
 AJ8210'EACH TREE, 12.5 M (41 FT) NORTHERLY FROM THE CENTER OF A PROMINENT 76
 AJ8210'CM (30 IN) BY 91 CM (36
 AJ8210'IN) EXPOSED ROCK IN MIDDLE OF HC 147 / 166.
 AJ8210' 
 AJ8210'A ROAD MAP AND  ROAD ATLAS MAY BE OBTAINED AT THE CLACKAMAS COUNTY
 AJ8210'DEPARTMENT OF
 AJ8210'TRANSPORTATION AND DEVELOPMENT (DTD), 9101 S.E. SUNNYBROOK BLVD.,
 AJ8210'CLACKAMAS, OR, 97015  -
 AJ8210' PHONE 503-353-4681 AND A MT. HOOD NATIONAL FOREST MAP MAY BE OBTAINED
 AJ8210'AT THE
 AJ8210'CLACKAMAS RIVER RANGER DISTRICT, U.S. FOREST SERVICE, 595 N.W.
 AJ8210'INDUSTRIAL WAY (FRONTAGE
 AJ8210'ROAD TO HIGHWAYS 211 AND 224), ESTACADA, OR, 97023  -  PHONE
 AJ8210'503-630-6861 AND 503-630-8700.
 AJ8210'THERE IS A SMALL FEE FOR THESE MAPS.
 AJ8210' 
 AJ8210' 
 AJ8210' 
 AJ8210' 
 AJ8210' 
 AJ8210' 
 AJ8210' 
 AJ8210' 
 AJ8210'
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0129 ***********************************************************************
 RB0129  DESIGNATION -  BM
 RB0129  PID         -  RB0129
 RB0129  STATE/COUNTY-  OR/UMATILLA
 RB0129  USGS QUAD   -  MEACHAM (1995)
 RB0129
 RB0129                         *CURRENT SURVEY CONTROL
 RB0129  ___________________________________________________________________
 RB0129* NAD 83(1986)-  45 30 13.     (N)    118 25 20.     (W)     SCALED    
 RB0129* NAVD 88     -      1135.080  (meters)    3724.01   (feet)  ADJUSTED  
 RB0129  ___________________________________________________________________
 RB0129  GEOID HEIGHT-         -18.72  (meters)                     GEOID03
 RB0129  DYNAMIC HT  -        1134.793 (meters)    3723.07  (feet)  COMP
 RB0129  MODELED GRAV-     980,324.2   (mgal)                       NAVD 88
 RB0129
 RB0129  VERT ORDER  -  FIRST     CLASS II
 RB0129
 RB0129.The horizontal coordinates were scaled from a topographic map and have
 RB0129.an estimated accuracy of +/- 6 seconds.
 RB0129
 RB0129.The orthometric height was determined by differential leveling
 RB0129.and adjusted in June 1991.
 RB0129
 RB0129.The geoid height was determined by GEOID03.
 RB0129
 RB0129.The dynamic height is computed by dividing the NAVD 88
 RB0129.geopotential number by the normal gravity value computed on the
 RB0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0129.degrees latitude (g = 980.6199 gals.).
 RB0129
 RB0129.The modeled gravity was interpolated from observed gravity values.
 RB0129
 RB0129;                    North         East    Units  Estimated Accuracy
 RB0129;SPC OR N     -   206,210.    2,662,350.      MT  (+/- 180 meters Scaled)
 RB0129
 RB0129                          SUPERSEDED SURVEY CONTROL
 RB0129
 RB0129  NGVD 29 (??/??/92) 1133.97   (m)         3720.4    (f) COMPUTED    1 2
 RB0129
 RB0129.Superseded values are not recommended for survey control.
 RB0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0129.See file dsdata.txt to determine how the superseded data were derived.
 RB0129
 RB0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL888398(NAD 83)
 RB0129_MARKER: DD = SURVEY DISK
 RB0129_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RB0129_SP_SET: ABUTMENT
 RB0129_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RB0129
 RB0129  HISTORY     - Date     Condition        Report By
 RB0129  HISTORY     - UNK      MONUMENTED       ORDT
 RB0129  HISTORY     - 1954     GOOD             NGS
 RB0129
 RB0129                          STATION DESCRIPTION
 RB0129
 RB0129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 RB0129'IN MEACHAM.
 RB0129'AT MEACHAM, 0.2 MILE SOUTH ALONG THE U.S. HIGHWAY 30 FROM THE UNION
 RB0129'PACIFIC RAILROAD STATION AT MEACHAM, AT THE MEACHAM VIA DUCT OVER THE
 RB0129'U.P.R.R. AND SET IN THE TOP OF THE SOUTHWEST END OF NORTHWEST
 RB0129'ABUTMENT, 14.1 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND
 RB0129'ABOUT 1 FOOT LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0881 ***********************************************************************
 RA0881  DESIGNATION -  BM
 RA0881  PID         -  RA0881
 RA0881  STATE/COUNTY-  OR/UNION
 RA0881  USGS QUAD   -  RONDOWA (1995)
 RA0881
 RA0881                         *CURRENT SURVEY CONTROL
 RA0881  ___________________________________________________________________
 RA0881* NAD 83(1986)-  45 42 53.     (N)    117 50 16.     (W)     SCALED    
 RA0881* NAVD 88     -       721.438  (meters)    2366.92   (feet)  ADJUSTED  
 RA0881  ___________________________________________________________________
 RA0881  GEOID HEIGHT-         -18.03  (meters)                     GEOID03
 RA0881  DYNAMIC HT  -         721.301 (meters)    2366.47  (feet)  COMP
 RA0881  MODELED GRAV-     980,403.0   (mgal)                       NAVD 88
 RA0881
 RA0881  VERT ORDER  -  SECOND    CLASS 0
 RA0881
 RA0881.The horizontal coordinates were scaled from a topographic map and have
 RA0881.an estimated accuracy of +/- 6 seconds.
 RA0881
 RA0881.The orthometric height was determined by differential leveling
 RA0881.and adjusted in June 1991.
 RA0881
 RA0881.The geoid height was determined by GEOID03.
 RA0881
 RA0881.The dynamic height is computed by dividing the NAVD 88
 RA0881.geopotential number by the normal gravity value computed on the
 RA0881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0881.degrees latitude (g = 980.6199 gals.).
 RA0881
 RA0881.The modeled gravity was interpolated from observed gravity values.
 RA0881
 RA0881;                    North         East    Units  Estimated Accuracy
 RA0881;SPC OR N     -   231,000.    2,707,230.      MT  (+/- 180 meters Scaled)
 RA0881
 RA0881                          SUPERSEDED SURVEY CONTROL
 RA0881
 RA0881  NGVD 29 (??/??/92)  720.344  (m)         2363.33   (f) ADJ UNCH    2 0
 RA0881
 RA0881.Superseded values are not recommended for survey control.
 RA0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0881.See file dsdata.txt to determine how the superseded data were derived.
 RA0881
 RA0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML347626(NAD 83)
 RA0881_MARKER: N = NAIL
 RA0881_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RA0881_SP_SET: FIR TREES
 RA0881_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RA0881
 RA0881  HISTORY     - Date     Condition        Report By
 RA0881  HISTORY     - UNK      MONUMENTED       USGS
 RA0881  HISTORY     - 1945     GOOD             NGS
 RA0881
 RA0881                          STATION DESCRIPTION
 RA0881
 RA0881'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 RA0881'13.2 MI N FROM ELGIN.
 RA0881'ALONG UNION PACIFIC RAILROAD, 13.2 MILES NORTH OF STATION AT ELGIN, 3
 RA0881'RAILS SOUTH OF CENTER OF LOADING CHUTE OF STOCK PENS (STOCK PENS ARE
 RA0881'ABOUT 0.5 MILE NORTH ALONG TRACK FROM LOOKING GLASS STATION), 48.7
 RA0881'FEET EAST OF CENTERLINE OF TRACK, A COPPER NAIL AND WASHER DRIVEN IN
 RA0881'ROOT ON WEST SIDE OF MOST NORTHERLY OF A GROUP OF LARGE FIR TREES,
 RA0881'18.0 FEET WEST OF EDGE OF WATER IN GRANDE RONDE RIVER AND ABOUT 10
 RA0881'FEET BELOW TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1219 ***********************************************************************
 RC1219  DESIGNATION -  BM
 RC1219  PID         -  RC1219
 RC1219  STATE/COUNTY-  OR/WASCO
 RC1219  USGS QUAD   -  FOREMAN POINT (1996)
 RC1219
 RC1219                         *CURRENT SURVEY CONTROL
 RC1219  ___________________________________________________________________
 RC1219* NAD 83(1986)-  45 06 13.     (N)    121 28 31.     (W)     SCALED    
 RC1219* NAVD 88     -       968.89   (+/-2cm)    3178.8    (feet)  VERTCON   
 RC1219  ___________________________________________________________________
 RC1219  GEOID HEIGHT-         -21.09  (meters)                     GEOID03
 RC1219  VERT ORDER  -  ? (See Below)
 RC1219
 RC1219.The horizontal coordinates were scaled from a topographic map and have
 RC1219.an estimated accuracy of +/- 6 seconds.
 RC1219
 RC1219.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC1219.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC1219.The vertical order pertains to the NGVD 29 superseded value.
 RC1219
 RC1219.The geoid height was determined by GEOID03.
 RC1219
 RC1219;                    North         East    Units  Estimated Accuracy
 RC1219;SPC OR N     -   160,140.    2,423,250.      MT  (+/- 180 meters Scaled)
 RC1219
 RC1219                          SUPERSEDED SURVEY CONTROL
 RC1219
 RC1219  NGVD 29 (??/??/92)  967.798  (m)         3175.18   (f) ADJ UNCH    ?  
 RC1219
 RC1219.Superseded values are not recommended for survey control.
 RC1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1219.See file dsdata.txt to determine how the superseded data were derived.
 RC1219
 RC1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ199955(NAD 83)
 RC1219_MARKER: S = SPIKE
 RC1219_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RC1219_SP_SET: TREE
 RC1219_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC1219
 RC1219  HISTORY     - Date     Condition        Report By
 RC1219  HISTORY     - UNK      MONUMENTED       ORDT
 RC1219  HISTORY     - 1928     GOOD             BPR
 RC1219  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 RC1219
 RC1219                          STATION DESCRIPTION
 RC1219
 RC1219'DESCRIBED BY US BUREAU OF PUBLIC ROADS 1928
 RC1219'2.3 MI E FROM BEAR SPRINGS.
 RC1219'2.3 MILES EAST ALONG THE WAPINITIA HIGHWAY (OREGON 50) FROM BEAR
 RC1219'SPRINGS, WASCO COUNTY, NEAR SURVEY STATION 758+00, AND IN A TREE.  A
 RC1219'SPIKE.
 RC1219
 RC1219                          STATION RECOVERY (1985)
 RC1219
 RC1219'RECOVERY NOTE BY US POWER SQUADRON 1985
 RC1219'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0407 ***********************************************************************
 PC0407  DESIGNATION -  BM
 PC0407  PID         -  PC0407
 PC0407  STATE/COUNTY-  OR/DOUGLAS
 PC0407  USGS QUAD   -  SUTHERLIN (1988)
 PC0407
 PC0407                         *CURRENT SURVEY CONTROL
 PC0407  ___________________________________________________________________
 PC0407* NAD 83(1986)-  43 26 53.     (N)    123 19 18.     (W)     SCALED    
 PC0407* NAVD 88     -       136.898  (meters)     449.14   (feet)  ADJUSTED  
 PC0407  ___________________________________________________________________
 PC0407  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 PC0407  DYNAMIC HT  -         136.874 (meters)     449.06  (feet)  COMP
 PC0407  MODELED GRAV-     980,447.3   (mgal)                       NAVD 88
 PC0407
 PC0407  VERT ORDER  -  FIRST     CLASS II
 PC0407
 PC0407.The horizontal coordinates were scaled from a topographic map and have
 PC0407.an estimated accuracy of +/- 6 seconds.
 PC0407
 PC0407.The orthometric height was determined by differential leveling
 PC0407.and adjusted in June 1991.
 PC0407
 PC0407.The geoid height was determined by GEOID03.
 PC0407
 PC0407.The dynamic height is computed by dividing the NAVD 88
 PC0407.geopotential number by the normal gravity value computed on the
 PC0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0407.degrees latitude (g = 980.6199 gals.).
 PC0407
 PC0407.The modeled gravity was interpolated from observed gravity values.
 PC0407
 PC0407;                    North         East    Units  Estimated Accuracy
 PC0407;SPC OR S     -   201,730.    1,271,660.      MT  (+/- 180 meters Scaled)
 PC0407
 PC0407                          SUPERSEDED SURVEY CONTROL
 PC0407
 PC0407  NGVD 29 (??/??/92)  135.822  (m)          445.61   (f) ADJ UNCH    1 2
 PC0407
 PC0407.Superseded values are not recommended for survey control.
 PC0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0407.See file dsdata.txt to determine how the superseded data were derived.
 PC0407
 PC0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP739106(NAD 83)
 PC0407_MARKER: DD = SURVEY DISK
 PC0407_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PC0407_SP_SET: CULVERT
 PC0407_STAMPING: O S H D
 PC0407_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PC0407
 PC0407  HISTORY     - Date     Condition        Report By
 PC0407  HISTORY     - UNK      MONUMENTED       ORDT
 PC0407  HISTORY     - 1954     GOOD             NGS
 PC0407  HISTORY     - 1967     GOOD             ORDT
 PC0407  HISTORY     - 1987     MARK NOT FOUND   NGS
 PC0407
 PC0407                          STATION DESCRIPTION
 PC0407
 PC0407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 PC0407'2.6 MI N FROM OAKLAND.
 PC0407'2.6 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 PC0407'STATION AT OAKLAND, NEAR MILEAGE 591.56, ALONG U. S. HIGHWAY 99 , AT A
 PC0407'7- BY 7-FOOT CONCRETE BOX CULVERT UNDER THE HIGHWAY, IN THE TOP OF THE
 PC0407'CENTER OF THE EAST CONCRETE HEAD WALL, 40 FEET EAST OF THE CENTER LINE
 PC0407'OF THE HIGHWAY, AND ABOUT 7 FEET LOWER THAN THE HIGHWAY.
 PC0407
 PC0407                          STATION RECOVERY (1967)
 PC0407
 PC0407'RECOVERY NOTE BY OREGON DEPARTMENT OF TRANSPORTATION 1967
 PC0407'RECOVERED IN GOOD CONDITION.
 PC0407
 PC0407                          STATION RECOVERY (1987)
 PC0407
 PC0407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PC0407'THERE IS A NEW CULVERT AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0179 ***********************************************************************
 NZ0179  DESIGNATION -  BM
 NZ0179  PID         -  NZ0179
 NZ0179  STATE/COUNTY-  OR/JACKSON
 NZ0179  USGS QUAD   -  ASHLAND (1996)
 NZ0179
 NZ0179                         *CURRENT SURVEY CONTROL
 NZ0179  ___________________________________________________________________
 NZ0179* NAD 83(1986)-  42 11 15.     (N)    122 39 19.     (W)     SCALED    
 NZ0179* NAVD 88     -       577.48   (+/-2cm)    1894.6    (feet)  VERTCON   
 NZ0179  ___________________________________________________________________
 NZ0179  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 NZ0179  VERT ORDER  -  THIRD (See Below)
 NZ0179
 NZ0179.The horizontal coordinates were scaled from a topographic map and have
 NZ0179.an estimated accuracy of +/- 6 seconds.
 NZ0179
 NZ0179.The NAVD 88 height was computed by applying the VERTCON shift value to
 NZ0179.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NZ0179.The vertical order pertains to the NGVD 29 superseded value.
 NZ0179
 NZ0179.The geoid height was determined by GEOID03.
 NZ0179
 NZ0179;                    North         East    Units  Estimated Accuracy
 NZ0179;SPC OR S     -    60,150.    1,321,970.      MT  (+/- 180 meters Scaled)
 NZ0179
 NZ0179                          SUPERSEDED SURVEY CONTROL
 NZ0179
 NZ0179  NGVD 29 (??/??/??)  576.41   (m)         1891.1    (f) RESET       3  
 NZ0179
 NZ0179.Superseded values are not recommended for survey control.
 NZ0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0179.See file dsdata.txt to determine how the superseded data were derived.
 NZ0179
 NZ0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM284706(NAD 83)
 NZ0179_MARKER: DD = SURVEY DISK
 NZ0179_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NZ0179_SP_SET: CULVERT
 NZ0179_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0179
 NZ0179  HISTORY     - Date     Condition        Report By
 NZ0179  HISTORY     - UNK      MONUMENTED       OR-029
 NZ0179  HISTORY     - 1954     GOOD             NGS
 NZ0179
 NZ0179                          STATION DESCRIPTION
 NZ0179
 NZ0179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NZ0179'3.4 MI E FROM ASHLAND.
 NZ0179'1.8 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 NZ0179'STATION AT ASHLAND, THENCE 1.2 MILES EAST ALONG STATE HIGHWAY 66, AND
 NZ0179'THENCE 0.4 MILE NORTH ALONG DEAD INDIAN ROAD.  AT ASHLAND AIRPORT,
 NZ0179'NEAR THE SOUTHEAST END OF THE NORTHWEST-AND-SOUTHEAST RUNWAY, AT A
 NZ0179'DOUBLE 10- BY 8-FOOT REINFORCED CONCRETE BOX CULVERT, AND IN THE EAST
 NZ0179'(UPSTREAM) HEAD WALL.  A JACKSON COUNTY STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0425 ***********************************************************************
 NY0425  DESIGNATION -  BM
 NY0425  PID         -  NY0425
 NY0425  STATE/COUNTY-  OR/KLAMATH
 NY0425  USGS QUAD   -  WORDEN (1986)
 NY0425
 NY0425                         *CURRENT SURVEY CONTROL
 NY0425  ___________________________________________________________________
 NY0425* NAD 83(1986)-  42 05 00.     (N)    121 50 40.     (W)     SCALED    
 NY0425* NAVD 88     -      1248.141  (meters)    4094.94   (feet)  ADJUSTED  
 NY0425  ___________________________________________________________________
 NY0425  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 NY0425  DYNAMIC HT  -        1247.379 (meters)    4092.44  (feet)  COMP
 NY0425  MODELED GRAV-     979,968.2   (mgal)                       NAVD 88
 NY0425
 NY0425  VERT ORDER  -  FIRST     CLASS II
 NY0425
 NY0425.The horizontal coordinates were scaled from a topographic map and have
 NY0425.an estimated accuracy of +/- 6 seconds.
 NY0425
 NY0425.The orthometric height was determined by differential leveling
 NY0425.and adjusted in June 1991.
 NY0425
 NY0425.The geoid height was determined by GEOID03.
 NY0425
 NY0425.The dynamic height is computed by dividing the NAVD 88
 NY0425.geopotential number by the normal gravity value computed on the
 NY0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0425.degrees latitude (g = 980.6199 gals.).
 NY0425
 NY0425.The modeled gravity was interpolated from observed gravity values.
 NY0425
 NY0425;                    North         East    Units  Estimated Accuracy
 NY0425;SPC OR S     -    47,180.    1,388,750.      MT  (+/- 180 meters Scaled)
 NY0425
 NY0425                          SUPERSEDED SURVEY CONTROL
 NY0425
 NY0425  NGVD 29 (??/??/92) 1247.030  (m)         4091.30   (f) ADJ UNCH    1 2
 NY0425
 NY0425.Superseded values are not recommended for survey control.
 NY0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0425.See file dsdata.txt to determine how the superseded data were derived.
 NY0425
 NY0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM955596(NAD 83)
 NY0425_MARKER: DD = SURVEY DISK
 NY0425_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NY0425_SP_SET: ABUTMENT
 NY0425_MARK LOGO: BOR   
 NY0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0425+STABILITY: SURFACE MOTION
 NY0425_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NY0425+SATELLITE: SATELLITE OBSERVATIONS - May 21, 1988
 NY0425
 NY0425  HISTORY     - Date     Condition        Report By
 NY0425  HISTORY     - UNK      MONUMENTED       BOR
 NY0425  HISTORY     - 1954     GOOD             NGS
 NY0425  HISTORY     - 1986     GOOD             USPSQD
 NY0425  HISTORY     - 19880521 GOOD             NGS
 NY0425
 NY0425                          STATION DESCRIPTION
 NY0425
 NY0425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NY0425'11.1 MI S FROM KLAMATH FALLS.
 NY0425'11.1 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 NY0425'STATION AT KLAMATH FALLS, AT BRIDGE 418.59, IN THE TOP OF THE
 NY0425'NORTHEAST CORNER OF THE CONCRETE ABUTMENT, 10.0 FEET EAST OF THE EAST
 NY0425'RAIL, 1 1/2 FEET WEST OF THE EAST END OF THE ABUTMENT, AND ABOUT 1 1/2
 NY0425'FEET LOWER THAN THE TRACK.
 NY0425
 NY0425                          STATION RECOVERY (1986)
 NY0425
 NY0425'RECOVERY NOTE BY US POWER SQUADRON 1986 (EJS)
 NY0425'RECOVERED IN GOOD CONDITION.
 NY0425
 NY0425                          STATION RECOVERY (1988)
 NY0425
 NY0425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 NY0425'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2197 ***********************************************************************
 RD2197  DESIGNATION -  BM
 RD2197  PID         -  RD2197
 RD2197  STATE/COUNTY-  OR/MULTNOMAH
 RD2197  USGS QUAD   -  BRIDAL VEIL (1994)
 RD2197
 RD2197                         *CURRENT SURVEY CONTROL
 RD2197  ___________________________________________________________________
 RD2197* NAD 83(1991)-  45 32 21.51904(N)    122 14 40.72099(W)     ADJUSTED  
 RD2197* NAVD 88     -       225.     (meters)     738.     (feet)  SCALED    
 RD2197  ___________________________________________________________________
 RD2197  LAPLACE CORR-           5.68  (seconds)                    DEFLEC99
 RD2197  GEOID HEIGHT-         -22.38  (meters)                     GEOID03
 RD2197  HORZ ORDER  -  THIRD
 RD2197
 RD2197.The horizontal coordinates were established by classical geodetic methods
 RD2197.and adjusted by the National Geodetic Survey in October 1991.
 RD2197
 RD2197.The orthometric height was scaled from a topographic map.
 RD2197
 RD2197.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2197
 RD2197.The geoid height was determined by GEOID03.
 RD2197
 RD2197;                    North         East     Units Scale Factor Converg.
 RD2197;SPC OR N     -   209,564.122 2,363,758.975   MT  0.99991547   -1 14 14.2
 RD2197;SPC OR N     -   687,546.33  7,755,114.75   iFT  0.99991547   -1 14 14.2
 RD2197;SPC WA S     -    24,402.048   363,737.135   MT  1.00007958   -1 16 02.3
 RD2197;SPC WA S     -    80,059.05  1,193,360.92   sFT  1.00007958   -1 16 02.3
 RD2197;UTM  10      - 5,043,141.296   558,972.382   MT  0.99964276   +0 32 20.9
 RD2197
 RD2197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2197!SPC OR N     -   0.99996823  x   0.99991547  =   0.99988370
 RD2197!SPC WA S     -   0.99996823  x   1.00007958  =   1.00004781
 RD2197!UTM  10      -   0.99996823  x   0.99964276  =   0.99961100
 RD2197
 RD2197:                Primary Azimuth Mark                     Grid Az
 RD2197:SPC OR N     -  TUN                                      280 15 35.6
 RD2197:SPC WA S     -  TUN                                      280 17 23.7
 RD2197:UTM  10      -  TUN                                      278 29 00.5
 RD2197
 RD2197|---------------------------------------------------------------------|
 RD2197| PID    Reference Object                     Distance      Geod. Az  |
 RD2197|                                                           dddmmss.s |
 RD2197| RD2308 TUN                                 APPROX. 2.4 KM 2790121.4 |
 RD2197|---------------------------------------------------------------------|
 RD2197
 RD2197                          SUPERSEDED SURVEY CONTROL
 RD2197
 RD2197  NAD 83(1986)-  45 32 21.53103(N)    122 14 40.72780(W) AD(       ) 3
 RD2197  NAD 27      -  45 32 22.09570(N)    122 14 36.39640(W) AD(       ) 3
 RD2197
 RD2197.Superseded values are not recommended for survey control.
 RD2197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2197.See file dsdata.txt to determine how the superseded data were derived.
 RD2197
 RD2197_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER5897243141(NAD 83)
 RD2197_MARKER: Z = SEE DESCRIPTION
 RD2197_SETTING: 0 = UNSPECIFIED SETTING
 RD2197_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD2197+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2006
 RD2197
 RD2197  HISTORY     - Date     Condition        Report By
 RD2197  HISTORY     - 1938     MONUMENTED       USGS
 RD2197  HISTORY     - 1951     SEE DESCRIPTION  CGS
 RD2197  HISTORY     - 20040814 GOOD             USPSQD
 RD2197  HISTORY     - 20060924 GOOD             USPSQD
 RD2197
 RD2197                          STATION DESCRIPTION
 RD2197
 RD2197'DESCRIBED BY US GEOLOGICAL SURVEY 1938 (WMS)
 RD2197'STATION IS A U.S.G.S. BENCH MARK AT CROWN POINT.  AN ALUMINUM
 RD2197'U.S.G.S. BENCH MARK TABLET SET IN THE CENTER OF THE SCROLL-LIKE END
 RD2197'OF THE CONCRETE RAIL ALONG THE WALK BORDERING THE HIGHWAY AT THE W
 RD2197'END OF THE SAID RAIL AND ABOUT 2-1/2 FEET ABOVE THE WALK.
 RD2197
 RD2197                          STATION RECOVERY (1951)
 RD2197
 RD2197'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (ANS)
 RD2197'THE PREVIOUS DESCRIPTIONS ARE ENTIRELY CORRECT AND ADEQUATE.  THE
 RD2197'STATION WAS RECOVERED AS DESCRIBED.
 RD2197
 RD2197                          STATION RECOVERY (2004)
 RD2197
 RD2197'RECOVERY NOTE BY US POWER SQUADRON 2004 (PS)
 RD2197'RECOVERED IN GOOD CONDITION.
 RD2197
 RD2197                          STATION RECOVERY (2006)
 RD2197
 RD2197'RECOVERY NOTE BY US POWER SQUADRON 2006 (PCS)
 RD2197'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1720 ***********************************************************************
 QD1720  DESIGNATION -  BM
 QD1720  PID         -  QD1720
 QD1720  STATE/COUNTY-  OR/DESCHUTES
 QD1720  USGS QUAD   -  CLINE FALLS (1962)
 QD1720
 QD1720                         *CURRENT SURVEY CONTROL
 QD1720  ___________________________________________________________________
 QD1720* NAD 83(1991)-  44 21 36.02517(N)    121 17 40.55966(W)     ADJUSTED  
 QD1720* NAVD 88     -       773.     (meters)    2536.     (feet)  SCALED    
 QD1720  ___________________________________________________________________
 QD1720  LAPLACE CORR-           3.13  (seconds)                    DEFLEC99
 QD1720  GEOID HEIGHT-         -21.38  (meters)                     GEOID03
 QD1720  HORZ ORDER  -  SECOND
 QD1720
 QD1720.The horizontal coordinates were established by classical geodetic methods
 QD1720.and adjusted by the National Geodetic Survey in October 1991.
 QD1720
 QD1720.The orthometric height was scaled from a topographic map.
 QD1720
 QD1720.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1720
 QD1720.The geoid height was determined by GEOID03.
 QD1720
 QD1720;                    North         East     Units Scale Factor Converg.
 QD1720;SPC OR S     -   299,508.771 1,436,648.681   MT  1.00011149   -0 32 37.0
 QD1720;SPC OR S     -   982,640.32  4,713,414.31   iFT  1.00011149   -0 32 37.0
 QD1720;SPC OR N     -    77,358.128 2,436,656.233   MT  0.99999339   -0 33 48.7
 QD1720;SPC OR N     -   253,799.63  7,994,278.98   iFT  0.99999339   -0 33 48.7
 QD1720;UTM  10      - 4,913,273.576   635,899.957   MT  0.99982713   +1 11 33.1
 QD1720
 QD1720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1720!SPC OR S     -   0.99988215  x   1.00011149  =   0.99999362
 QD1720!SPC OR N     -   0.99988215  x   0.99999339  =   0.99987554
 QD1720!UTM  10      -   0.99988215  x   0.99982713  =   0.99970930
 QD1720
 QD1720                          SUPERSEDED SURVEY CONTROL
 QD1720
 QD1720  NAD 83(1986)-  44 21 36.03286(N)    121 17 40.55935(W) AD(       ) 2
 QD1720  NAD 27      -  44 21 36.61000(N)    121 17 36.41000(W) AD(       ) 2
 QD1720
 QD1720.Superseded values are not recommended for survey control.
 QD1720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1720.See file dsdata.txt to determine how the superseded data were derived.
 QD1720
 QD1720_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ3590013274(NAD 83)
 QD1720
 QD1720  HISTORY     - Date     Condition        Report By
 QD1720  HISTORY     - 1946     MONUMENTED       USGS
 QD1720
 QD1720                          STATION DESCRIPTION
 QD1720
 QD1720'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 QD1720'SEE STATION LOWER BRIDGE
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB1234 ***********************************************************************
 QB1234  DESIGNATION -  BM
 QB1234  PID         -  QB1234
 QB1234  STATE/COUNTY-  OR/MALHEUR
 QB1234  USGS QUAD   -  MALHEUR BUTTE (1974)
 QB1234
 QB1234                         *CURRENT SURVEY CONTROL
 QB1234  ___________________________________________________________________
 QB1234* NAD 83(1991)-  44 05 48.39606(N)    117 01 13.62621(W)     ADJUSTED  
 QB1234* NAVD 88     -       734.83   (+/-2cm)    2410.9    (feet)  VERTCON   
 QB1234  ___________________________________________________________________
 QB1234  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 QB1234  GEOID HEIGHT-         -17.66  (meters)                     GEOID03
 QB1234  HORZ ORDER  -  SECOND
 QB1234  VERT ORDER  -  THIRD ? (See Below)
 QB1234
 QB1234.The horizontal coordinates were established by classical geodetic methods
 QB1234.and adjusted by the National Geodetic Survey in October 1991.
 QB1234
 QB1234.The NAVD 88 height was computed by applying the VERTCON shift value to
 QB1234.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QB1234.The vertical order pertains to the NGVD 29 superseded value.
 QB1234
 QB1234.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB1234
 QB1234.The geoid height was determined by GEOID03.
 QB1234
 QB1234;                    North         East     Units Scale Factor Converg.
 QB1234;SPC OR S     -   275,744.505 1,778,554.385   MT  1.00002604   +2 22 49.9
 QB1234;SPC OR S     -   904,673.57  5,835,152.18   iFT  1.00002604   +2 22 49.9
 QB1234;SPC ID W     -   270,728.887   698,274.185   MT  1.00006056   -0 53 02.9
 QB1234;SPC ID W     -   888,216.36  2,290,921.22   sFT  1.00006056   -0 53 02.9
 QB1234;UTM  11      - 4,882,621.908   498,362.969   MT  0.99960003   -0 00 51.2
 QB1234
 QB1234!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QB1234!SPC OR S     -   0.99988756  x   1.00002604  =   0.99991359
 QB1234!SPC ID W     -   0.99988756  x   1.00006056  =   0.99994811
 QB1234!UTM  11      -   0.99988756  x   0.99960003  =   0.99948763
 QB1234
 QB1234                          SUPERSEDED SURVEY CONTROL
 QB1234
 QB1234  NAD 83(1986)-  44 05 48.39531(N)    117 01 13.62598(W) AD(       ) 2
 QB1234  NAD 27      -  44 05 48.80300(N)    117 01 10.02900(W) AD(       ) 2
 QB1234  NGVD 29 (07/19/86)  733.83   (m)         2407.6    (f) LEVELING    3  
 QB1234
 QB1234.Superseded values are not recommended for survey control.
 QB1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB1234.See file dsdata.txt to determine how the superseded data were derived.
 QB1234
 QB1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ9836382622(NAD 83)
 QB1234
 QB1234  HISTORY     - Date     Condition        Report By
 QB1234  HISTORY     - 1945     MONUMENTED       BOR
 QB1234
 QB1234                          STATION DESCRIPTION
 QB1234
 QB1234'DESCRIBED BY US BUREAU OF RECLAMATION 1945
 QB1234'SEE STATION GATE
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB1256 ***********************************************************************
 QB1256  DESIGNATION -  BM
 QB1256  PID         -  QB1256
 QB1256  STATE/COUNTY-  OR/BAKER
 QB1256  USGS QUAD   -  BAKER CITY (1994)
 QB1256
 QB1256                         *CURRENT SURVEY CONTROL
 QB1256  ___________________________________________________________________
 QB1256* NAD 83(1991)-  44 49 57.38144(N)    117 48 54.19271(W)     ADJUSTED  
 QB1256* NAVD 88     -      1028.     (meters)    3373.     (feet)  SCALED    
 QB1256  ___________________________________________________________________
 QB1256  LAPLACE CORR-           2.24  (seconds)                    DEFLEC99
 QB1256  GEOID HEIGHT-         -17.12  (meters)                     GEOID03
 QB1256  HORZ ORDER  -  SECOND
 QB1256
 QB1256.The horizontal coordinates were established by classical geodetic methods
 QB1256.and adjusted by the National Geodetic Survey in October 1991.
 QB1256
 QB1256.The orthometric height was scaled from a topographic map.
 QB1256
 QB1256.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB1256
 QB1256.The geoid height was determined by GEOID03.
 QB1256
 QB1256;                    North         East     Units Scale Factor Converg.
 QB1256;SPC OR N     -   133,088.199 2,712,257.216   MT  0.99991170   +1 54 14.9
 QB1256;SPC OR N     -   436,641.07  8,898,481.68   iFT  0.99991170   +1 54 14.9
 QB1256;UTM  11      - 4,964,678.403   435,574.526   MT  0.99965104   -0 34 28.8
 QB1256
 QB1256!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QB1256!SPC OR N     -   0.99984151  x   0.99991170  =   0.99975322
 QB1256!UTM  11      -   0.99984151  x   0.99965104  =   0.99949261
 QB1256
 QB1256                          SUPERSEDED SURVEY CONTROL
 QB1256
 QB1256  NAD 83(1986)-  44 49 57.38445(N)    117 48 54.17487(W) AD(       ) 2
 QB1256  NAD 27      -  44 49 57.84400(N)    117 48 50.38500(W) AD(       ) 2
 QB1256
 QB1256.Superseded values are not recommended for survey control.
 QB1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB1256.See file dsdata.txt to determine how the superseded data were derived.
 QB1256
 QB1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK3557564678(NAD 83)
 QB1256
 QB1256  HISTORY     - Date     Condition        Report By
 QB1256  HISTORY     - 1946     MONUMENTED       CGS
 QB1256
 QB1256                          STATION DESCRIPTION
 QB1256
 QB1256'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 QB1256'SEE STATION AIRPORT
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0930 ***********************************************************************
 QC0930  DESIGNATION -  BM
 QC0930  PID         -  QC0930
 QC0930  STATE/COUNTY-  OR/GRANT
 QC0930  USGS QUAD   -  MAGONE LAKE (1990)
 QC0930
 QC0930                         *CURRENT SURVEY CONTROL
 QC0930  ___________________________________________________________________
 QC0930* NAD 83(1991)-  44 30 27.23281(N)    118 53 13.29163(W)     ADJUSTED  
 QC0930* NAVD 88     -      1699.     (meters)    5574.     (feet)  SCALED    
 QC0930  ___________________________________________________________________
 QC0930  LAPLACE CORR-           3.21  (seconds)                    DEFLEC99
 QC0930  GEOID HEIGHT-         -17.95  (meters)                     GEOID03
 QC0930  HORZ ORDER  -  SECOND
 QC0930
 QC0930.The horizontal coordinates were established by classical geodetic methods
 QC0930.and adjusted by the National Geodetic Survey in October 1991.
 QC0930
 QC0930.The orthometric height was scaled from a topographic map.
 QC0930
 QC0930.The Laplace correction was computed from DEFLEC99 derived deflections.
 QC0930
 QC0930.The geoid height was determined by GEOID03.
 QC0930
 QC0930;                    North         East     Units Scale Factor Converg.
 QC0930;SPC OR N     -    94,723.229 2,628,249.008   MT  0.99996068   +1 08 38.0
 QC0930;SPC OR N     -   310,771.75  8,622,864.20   iFT  0.99996068   +1 08 38.0
 QC0930;UTM  11      - 4,929,981.265   350,004.612   MT  0.99987669   -1 19 23.0
 QC0930
 QC0930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QC0930!SPC OR N     -   0.99973645  x   0.99996068  =   0.99969714
 QC0930!UTM  11      -   0.99973645  x   0.99987669  =   0.99961317
 QC0930
 QC0930                          SUPERSEDED SURVEY CONTROL
 QC0930
 QC0930  NAD 83(1986)-  44 30 27.23892(N)    118 53 13.28662(W) AD(       ) 2
 QC0930  NAD 27      -  44 30 27.68200(N)    118 53 09.44800(W) AD(       ) 2
 QC0930
 QC0930.Superseded values are not recommended for survey control.
 QC0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0930.See file dsdata.txt to determine how the superseded data were derived.
 QC0930
 QC0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK5000529981(NAD 83)
 QC0930
 QC0930  HISTORY     - Date     Condition        Report By
 QC0930  HISTORY     - 1946     MONUMENTED       USGS
 QC0930
 QC0930                          STATION DESCRIPTION
 QC0930
 QC0930'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 QC0930'SEE STATION ROUND TOP
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2211 ***********************************************************************
 QE2211  DESIGNATION -  BM
 QE2211  PID         -  QE2211
 QE2211  STATE/COUNTY-  OR/LANE
 QE2211  USGS QUAD   -  EUGENE WEST (1986)
 QE2211
 QE2211                         *CURRENT SURVEY CONTROL
 QE2211  ___________________________________________________________________
 QE2211* NAD 83(1991)-  44 07 15.41485(N)    123 12 50.51797(W)     ADJUSTED  
 QE2211* NAVD 88     -       111.     (meters)     364.     (feet)  SCALED    
 QE2211  ___________________________________________________________________
 QE2211  LAPLACE CORR-          -3.71  (seconds)                    DEFLEC99
 QE2211  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 QE2211  HORZ ORDER  -  SECOND
 QE2211
 QE2211.The horizontal coordinates were established by classical geodetic methods
 QE2211.and adjusted by the National Geodetic Survey in October 1991.
 QE2211
 QE2211.The orthometric height was scaled from a topographic map.
 QE2211
 QE2211.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2211
 QE2211.The geoid height was determined by GEOID03.
 QE2211
 QE2211;                    North         East     Units Scale Factor Converg.
 QE2211;SPC OR S     -   276,162.786 1,282,791.316   MT  1.00003299   -1 51 24.5
 QE2211;SPC OR S     -   906,045.89  4,208,632.93   iFT  1.00003299   -1 51 24.5
 QE2211;SPC OR N     -    54,131.283 2,282,788.237   MT  1.00006022   -1 55 29.1
 QE2211;SPC OR N     -   177,596.07  7,489,462.72   iFT  1.00006022   -1 55 29.1
 QE2211;UTM  10      - 4,885,328.742   482,875.009   MT  0.99960361   -0 08 56.4
 QE2211
 QE2211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2211!SPC OR S     -   0.99998621  x   1.00003299  =   1.00001920
 QE2211!SPC OR N     -   0.99998621  x   1.00006022  =   1.00004643
 QE2211!UTM  10      -   0.99998621  x   0.99960361  =   0.99958982
 QE2211
 QE2211                          SUPERSEDED SURVEY CONTROL
 QE2211
 QE2211  NAD 83(1986)-  44 07 15.42999(N)    123 12 50.54543(W) AD(       ) 2
 QE2211  NAD 27      -  44 07 15.97939(N)    123 12 46.21058(W) AD(       ) 2
 QE2211
 QE2211.Superseded values are not recommended for survey control.
 QE2211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2211.See file dsdata.txt to determine how the superseded data were derived.
 QE2211
 QE2211_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP8287585329(NAD 83)
 QE2211
 QE2211  HISTORY     - Date     Condition        Report By
 QE2211  HISTORY     - 1945     MONUMENTED       USE
 QE2211
 QE2211                          STATION DESCRIPTION
 QE2211
 QE2211'DESCRIBED BY US ENGINEERS 1945
 QE2211'SEE STATION EUGENE AIRPORT
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC0454 ***********************************************************************
 SC0454  DESIGNATION -  BM 10
 SC0454  PID         -  SC0454
 SC0454  STATE/COUNTY-  OR/CLATSOP
 SC0454  USGS QUAD   -  CATHLAMET BAY (1984)
 SC0454
 SC0454                         *CURRENT SURVEY CONTROL
 SC0454  ___________________________________________________________________
 SC0454* NAD 83(1986)-  46 10 16.     (N)    123 39 29.     (W)     SCALED    
 SC0454* NAVD 88     -         4.344  (meters)      14.25   (feet)  POSTED    
 SC0454  ___________________________________________________________________
 SC0454  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 SC0454  DYNAMIC HT  -           4.340 (meters)      14.24  (feet)  COMP
 SC0454  MODELED GRAV-     980,712.0   (mgal)                       NAVD 88
 SC0454
 SC0454  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 SC0454
 SC0454.The horizontal coordinates were scaled from a topographic map and have
 SC0454.an estimated accuracy of +/- 6 seconds.
 SC0454
 SC0454.The orthometric height was determined by differential leveling
 SC0454.and adjusted by the  in 1992.
 SC0454.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 SC0454.rate of 0.0 thru 1.0 mm/km.
 SC0454
 SC0454.The geoid height was determined by GEOID03.
 SC0454
 SC0454.The dynamic height is computed by dividing the NAVD 88
 SC0454.geopotential number by the normal gravity value computed on the
 SC0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0454.degrees latitude (g = 980.6199 gals.).
 SC0454
 SC0454.The modeled gravity was interpolated from observed gravity values.
 SC0454
 SC0454;                    North         East    Units  Estimated Accuracy
 SC0454;SPC OR N     -   283,080.    2,256,170.      MT  (+/- 180 meters Scaled)
 SC0454
 SC0454                          SUPERSEDED SURVEY CONTROL
 SC0454
 SC0454  NGVD 29 (??/??/92)    3.309  (m)           10.86   (f) ADJ UNCH    1 2
 SC0454
 SC0454.Superseded values are not recommended for survey control.
 SC0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0454.See file dsdata.txt to determine how the superseded data were derived.
 SC0454
 SC0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS492132(NAD 83)
 SC0454_MARKER: N = NAIL
 SC0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SC0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0454+STABILITY: SURFACE MOTION
 SC0454
 SC0454  HISTORY     - Date     Condition        Report By
 SC0454  HISTORY     - UNK      MONUMENTED       PG+E
 SC0454  HISTORY     - 1950     GOOD             NGS
 SC0454  HISTORY     - 1987     MARK NOT FOUND   NGS
 SC0454
 SC0454                          STATION DESCRIPTION
 SC0454
 SC0454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 SC0454'IN SVENSEN.
 SC0454'LOCATED ABOUT 275 FEET WEST OF A GRAVEL ROAD CROSSING THE SPOKANE,
 SC0454'PORTLAND AND SEATTLE RAILWAY AT SVENSEN, AT MILEAGE 90.2, 23 FEET
 SC0454'SOUTH OF CENTER LINE OF TRACK, 6 FEET EAST OF SWITCH SIGNAL POST
 SC0454'CONNECTED TO SPUR TRACK LEADING TO W. J. HUNTS FEED WAREHOUSE. NOTE--
 SC0454'SVENSEN RAILWAY STATION AND POST OFFICE HAVE BEEN DESTROYED.
 SC0454
 SC0454                          STATION RECOVERY (1987)
 SC0454
 SC0454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SC0454'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2521 ***********************************************************************
 RD2521  DESIGNATION -  BM COUNTY ROAD 12
 RD2521  PID         -  RD2521
 RD2521  STATE/COUNTY-  OR/CLACKAMAS
 RD2521  USGS QUAD   -  CANBY (1985)
 RD2521
 RD2521                         *CURRENT SURVEY CONTROL
 RD2521  ___________________________________________________________________
 RD2521* NAD 83(1991)-  45 19 04.51190(N)    122 44 37.88376(W)     ADJUSTED  
 RD2521* NAVD 88     -        67.     (meters)     220.     (feet)  SCALED    
 RD2521  ___________________________________________________________________
 RD2521  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 RD2521  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 RD2521  HORZ ORDER  -  SECOND
 RD2521
 RD2521.The horizontal coordinates were established by classical geodetic methods
 RD2521.and adjusted by the National Geodetic Survey in October 1991.
 RD2521
 RD2521.The orthometric height was scaled from a topographic map.
 RD2521
 RD2521.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2521
 RD2521.The geoid height was determined by GEOID03.
 RD2521
 RD2521;                    North         East     Units Scale Factor Converg.
 RD2521;SPC OR N     -   185,932.780 2,324,100.707   MT  0.99989796   -1 35 28.7
 RD2521;SPC OR N     -   610,015.68  7,625,002.32   iFT  0.99989796   -1 35 28.7
 RD2521;UTM  10      - 5,018,300.174   520,076.063   MT  0.99960496   +0 10 55.6
 RD2521
 RD2521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2521!SPC OR N     -   0.99999308  x   0.99989796  =   0.99989104
 RD2521!UTM  10      -   0.99999308  x   0.99960496  =   0.99959804
 RD2521
 RD2521                          SUPERSEDED SURVEY CONTROL
 RD2521
 RD2521  NAD 83(1986)-  45 19 04.53277(N)    122 44 37.89160(W) AD(       ) 2
 RD2521  NAD 27      -  45 19 05.10118(N)    122 44 33.55349(W) AD(       ) 2
 RD2521
 RD2521.Superseded values are not recommended for survey control.
 RD2521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2521.See file dsdata.txt to determine how the superseded data were derived.
 RD2521
 RD2521_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER2007618300(NAD 83)
 RD2521
 RD2521  HISTORY     - Date     Condition        Report By
 RD2521  HISTORY     - 1946     MONUMENTED       CGS
 RD2521  HISTORY     - 20020803 MARK NOT FOUND   USPSQD
 RD2521
 RD2521                          STATION DESCRIPTION
 RD2521
 RD2521'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RD2521'SEE STATION MERIDIAN.
 RD2521
 RD2521                          STATION RECOVERY (2002)
 RD2521
 RD2521'RECOVERY NOTE BY US POWER SQUADRON 2002 (KK)
 RD2521'MARK NOT FOUND.  HIGHWAY INTERSECTION DESCRIBED FOR STATION MERIDIAN
 RD2521'HAS BEEN COMPLETELY REBUILT. ALL FORMER LANDMARKS HAVE BEEN EITHER
 RD2521'REMOVED OR REPLACED.  THE CULVERT WHERE THIS BM WAS SET COULD NOT BE
 RD2521'FOUND AND MAY HAVE BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0299 ***********************************************************************
 NX0299  DESIGNATION -  BM NEAR ALKALI
 NX0299  PID         -  NX0299
 NX0299  STATE/COUNTY-  OR/LAKE
 NX0299  USGS QUAD   -  JUNIPER MTN (1984)
 NX0299
 NX0299                         *CURRENT SURVEY CONTROL
 NX0299  ___________________________________________________________________
 NX0299* NAD 83(1991)-  42 57 13.19413(N)    119 59 57.80084(W)     ADJUSTED  
 NX0299* NAVD 88     -      1310.     (meters)    4298.     (feet)  SCALED    
 NX0299  ___________________________________________________________________
 NX0299  LAPLACE CORR-           7.59  (seconds)                    DEFLEC99
 NX0299  GEOID HEIGHT-         -20.09  (meters)                     GEOID03
 NX0299  HORZ ORDER  -  SECOND
 NX0299
 NX0299.The horizontal coordinates were established by classical geodetic methods
 NX0299.and adjusted by the National Geodetic Survey in October 1991.
 NX0299
 NX0299.The orthometric height was scaled from a topographic map.
 NX0299
 NX0299.The Laplace correction was computed from DEFLEC99 derived deflections.
 NX0299
 NX0299.The geoid height was determined by GEOID03.
 NX0299
 NX0299;                    North         East     Units Scale Factor Converg.
 NX0299;SPC OR S     -   143,084.779 1,540,846.692   MT  0.99990161   +0 20 33.0
 NX0299;SPC OR S     -   469,438.25  5,055,271.30   iFT  0.99990161   +0 20 33.0
 NX0299;UTM  11      - 4,760,035.249   255,332.968   MT  1.00033650   -2 02 41.3
 NX0299;UTM  10      - 4,760,038.808   744,766.700   MT  1.00033710   +2 02 44.3
 NX0299
 NX0299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NX0299!SPC OR S     -   0.99979772  x   0.99990161  =   0.99969935
 NX0299!UTM  11      -   0.99979772  x   1.00033650  =   1.00013415
 NX0299!UTM  10      -   0.99979772  x   1.00033710  =   1.00013475
 NX0299
 NX0299                          SUPERSEDED SURVEY CONTROL
 NX0299
 NX0299  NAD 83(1986)-  42 57 13.20594(N)    119 59 57.79084(W) AD(       ) 2
 NX0299  NAD 27      -  42 57 13.65500(N)    119 59 53.93300(W) AD(       ) 2
 NX0299
 NX0299.Superseded values are not recommended for survey control.
 NX0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NX0299.See file dsdata.txt to determine how the superseded data were derived.
 NX0299
 NX0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKH5533360035(NAD 83)
 NX0299_MARKER: DD = SURVEY DISK
 NX0299_SETTING: 80 = SET IN A BOULDER
 NX0299_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 NX0299
 NX0299  HISTORY     - Date     Condition        Report By
 NX0299  HISTORY     - UNK      MONUMENTED       ORHD
 NX0299  HISTORY     - 1948     GOOD             ORDT
 NX0299  HISTORY     - 1961     GOOD             ORHD
 NX0299
 NX0299                          STATION DESCRIPTION
 NX0299
 NX0299'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1948
 NX0299'THE STATION IS ABOUT 35 MILES, AIR LINE, NORTH NORTHEAST OF
 NX0299'VALLEY FALLS, AND ALONG THE EAST SIDE OF U.S. HIGHWAY 395.  IT IS
 NX0299'ABOUT 1 MILE SOUTH OF THE HIGHWAY MAINTENANCE STATION, 1/2 MILE
 NX0299'SOUTHEAST OF THE EDGE OF ALKALI LAKE, AND 0.35 MILE NORTH OF MILE
 NX0299'POST 52.
 NX0299'
 NX0299'A STANDARD OREGON STATE HIGHWAY DEPARTMENT BENCH MARK, UNSTAMPED,
 NX0299'SERVES AS REFERENCE MARK NO. 2.  IT IS SET IN A BOULDER, 4 FEET BY
 NX0299'5 FEET, PROTRUDING 4-1/2 FEET ABOVE THE GROUND.  IT IS 52 METERS
 NX0299'EAST OF THE CENTER LINE OF THE HIGHWAY AND 4 FEET HIGHER THAN THE
 NX0299'STATION ALKALI.
 NX0299'
 NX0299'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 31 AND
 NX0299'U.S. HIGHWAY 395 AT VALLEY FALLS GO NORTHEASTERLY, TOWARDS BURNS,
 NX0299'FOR 38.4 MILES TO THE STATION ON RIGHT.
 NX0299
 NX0299                          STATION RECOVERY (1961)
 NX0299
 NX0299'RECOVERY NOTE BY OREGON HIGHWAY DEPARTMENT 1961
 NX0299'RECOVERED.  STAMPING A 331 1932 ADDED THIS DATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AA7993 ***********************************************************************
 AA7993  SACS        -  This is a Secondary Airport Control Station.
 AA7993  DESIGNATION -  BNO A
 AA7993  PID         -  AA7993
 AA7993  STATE/COUNTY-  OR/HARNEY
 AA7993  USGS QUAD   -  POISON CREEK SLOUGH (1990)
 AA7993
 AA7993                         *CURRENT SURVEY CONTROL
 AA7993  ___________________________________________________________________
 AA7993* NAD 83(2007)-  43 35 15.44148(N)    118 56 59.68148(W)     ADJUSTED  
 AA7993* NAVD 88     -      1262.23   (meters)    4141.2    (feet)  GPS OBS   
 AA7993  ___________________________________________________________________
 AA7993  EPOCH DATE  -        2007.00
 AA7993  X           -  -2,240,201.194 (meters)                     COMP
 AA7993  Y           -  -4,049,775.300 (meters)                     COMP
 AA7993  Z           -   4,375,875.402 (meters)                     COMP
 AA7993  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 AA7993  ELLIP HEIGHT-        1243.175 (meters)          (02/10/07) ADJUSTED
 AA7993  GEOID HEIGHT-         -19.04  (meters)                     GEOID03
 AA7993
 AA7993  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA7993  Type    PID    Designation                      North   East  Ellip
 AA7993  -------------------------------------------------------------------
 AA7993  NETWORK AA7993 BNO A                             0.57   0.53   1.35
 AA7993  -------------------------------------------------------------------
 AA7993
 AA7993.This mark is at Burns Municipal Airport (BNO)
 AA7993
 AA7993.The horizontal coordinates were established by GPS observations
 AA7993.and adjusted by the National Geodetic Survey in February 2007.
 AA7993
 AA7993.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA7993.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA7993.The horizontal coordinates are valid at the epoch date displayed above.
 AA7993.The epoch date for horizontal control is a decimal equivalence
 AA7993.of Year/Month/Day.
 AA7993
 AA7993.The orthometric height was determined by GPS observations and a
 AA7993.high-resolution geoid model.
 AA7993
 AA7993.GPS derived orthometric heights for airport stations designated as
 AA7993.PACS or SACS are published to 2 decimal places.  This maintains
 AA7993.centimeter relative accuracy between the PACS and SACS.  It does
 AA7993.not indicate centimeter accuracy relative to other marks which are
 AA7993.part of the NAVD 88 network.
 AA7993
 AA7993.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7993
 AA7993.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7993
 AA7993.The ellipsoidal height was determined by GPS observations
 AA7993.and is referenced to NAD 83.
 AA7993
 AA7993.The geoid height was determined by GEOID03.
 AA7993
 AA7993;                    North         East     Units Scale Factor Converg.
 AA7993;SPC OR S     -   214,545.569 1,625,167.568   MT  0.99992132   +1 03 37.8
 AA7993;SPC OR S     -   703,889.66  5,331,914.59   iFT  0.99992132   +1 03 37.8
 AA7993;UTM  11      - 4,827,919.793   342,587.317   MT  0.99990479   -1 20 40.8
 AA7993
 AA7993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7993!SPC OR S     -   0.99980509  x   0.99992132  =   0.99972643
 AA7993!UTM  11      -   0.99980509  x   0.99990479  =   0.99970990
 AA7993
 AA7993:                Primary Azimuth Mark                     Grid Az
 AA7993:SPC OR S     -  BURNS AIRPORT                            234 26 15.9
 AA7993:UTM  11      -  BURNS AIRPORT                            236 50 34.5
 AA7993
 AA7993|---------------------------------------------------------------------|
 AA7993| PID    Reference Object                     Distance      Geod. Az  |
 AA7993|                                                           dddmmss.s |
 AA7993| PA0215 BURNS AIRPORT                       451.212 METERS 2352953.7 |
 AA7993| AA7995 BNO D                               427.558 METERS 2611758.2 |
 AA7993|---------------------------------------------------------------------|
 AA7993
 AA7993                          SUPERSEDED SURVEY CONTROL
 AA7993
 AA7993  NAD 83(1998)-  43 35 15.44049(N)    118 56 59.68078(W) AD(       ) 1
 AA7993  ELLIP H (07/06/01) 1243.168  (m)                       GP(       ) 4 1
 AA7993  NAD 83(1998)-  43 35 15.43878(N)    118 56 59.67896(W) AD(       ) 1
 AA7993  ELLIP H (08/24/95) 1243.302  (m)                       GP(       ) 4 1
 AA7993  NGVD 29 (08/24/95) 1261.02   (m)         4137.2    (f) LEVELING    3  
 AA7993
 AA7993.Superseded values are not recommended for survey control.
 AA7993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7993.See file dsdata.txt to determine how the superseded data were derived.
 AA7993
 AA7993_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ4258727920(NAD 83)
 AA7993_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA7993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7993_STAMPING: BNO A 1977
 AA7993_MARK LOGO: NOS   
 AA7993_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA7993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7993+STABILITY: SURFACE MOTION
 AA7993_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7993+SATELLITE: SATELLITE OBSERVATIONS - October 26, 1997
 AA7993
 AA7993  HISTORY     - Date     Condition        Report By
 AA7993  HISTORY     - 1977     MONUMENTED       CGS
 AA7993  HISTORY     - 19910615 GOOD             NGS
 AA7993  HISTORY     - 19971026 GOOD             NGS
 AA7993
 AA7993                          STATION DESCRIPTION
 AA7993
 AA7993'DESCRIBED BY COAST AND GEODETIC SURVEY 1977 (JGF)
 AA7993'THE STATION IS LOCATED AT THE BURNS MUNICIPAL AIRPORT NEAR THE TOWN OF
 AA7993'BURNS, OR.  CONTACT THE AIRPORT MANAGER AT 503-573-6139 TO ARRANGE
 AA7993'ACCESS TO THE AIRPORT. THE STATION IS LOCATED ON THE SE PORTION OF THE
 AA7993'AIRPORT, ADJACENT TO RWY END 30, 225.13 FT (68.62 M) NE OF THE
 AA7993'CENTERLINE END OF RWY END 30, 96.5 FT (29.4 M) SW OF THE SE MOST OF
 AA7993'TWO WOODEN FENCE POSTS IN THE FENCE LINE, AND 43.9 FT (13.4 M) SW OF
 AA7993'THE FENCE LINE. THE STATION IS A STANDARD CGS TOPOGRAPHIC DISK STAMPED
 AA7993'"BNO A 1977", SET IN THE TOP OF A CONCRETE MONUMENT FLUSH WITH THE
 AA7993'GROUND.
 AA7993
 AA7993                          STATION RECOVERY (1991)
 AA7993
 AA7993'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 (JLD)
 AA7993'THE STATION IS LOCATED ON THE SE PORTION OF THE AIRPORT, ADJACENT TO
 AA7993'RWY END 30, 225.13 FT (68.62 M) NE OF CL END RWY 30, 96.5 FT (29.4 M)
 AA7993'SW OF THE SE OF TWO WOODEN FENCE POSTS IN FENCE LINE AND 43.9 FT (13.4
 AA7993'M) SW OF THE FENCE LINE.  THE STATION IS A STANDARD USCGS TOPOGRAPHIC
 AA7993'DISK STAMPED---BNO A 1977---, SET IN THE TOP OF A CONCRETE MONUMENT
 AA7993'FLUSH WITH THE GROUND.
 AA7993
 AA7993                          STATION RECOVERY (1997)
 AA7993
 AA7993'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AA7993'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  THIS STATION IS
 AA7993'DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION (SACS) .
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AA7994 ***********************************************************************
 AA7994  SACS        -  This is a Secondary Airport Control Station.
 AA7994  DESIGNATION -  BNO B
 AA7994  PID         -  AA7994
 AA7994  STATE/COUNTY-  OR/HARNEY
 AA7994  USGS QUAD   -  POISON CREEK SLOUGH (1990)
 AA7994
 AA7994                         *CURRENT SURVEY CONTROL
 AA7994  ___________________________________________________________________
 AA7994* NAD 83(2007)-  43 35 50.51801(N)    118 57 48.66643(W)     ADJUSTED  
 AA7994* NAVD 88     -      1263.34   (meters)    4144.8    (feet)  GPS OBS   
 AA7994  ___________________________________________________________________
 AA7994  EPOCH DATE  -        2007.00
 AA7994  X           -  -2,240,801.765 (meters)                     COMP
 AA7994  Y           -  -4,048,590.695 (meters)                     COMP
 AA7994  Z           -   4,376,660.398 (meters)                     COMP
 AA7994  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 AA7994  ELLIP HEIGHT-        1244.333 (meters)          (02/10/07) ADJUSTED
 AA7994  GEOID HEIGHT-         -19.02  (meters)                     GEOID03
 AA7994
 AA7994  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA7994  Type    PID    Designation                      North   East  Ellip
 AA7994  -------------------------------------------------------------------
 AA7994  NETWORK AA7994 BNO B                             0.57   0.53   1.37
 AA7994  -------------------------------------------------------------------
 AA7994
 AA7994.This mark is at Burns Municipal Airport (BNO)
 AA7994
 AA7994.The horizontal coordinates were established by GPS observations
 AA7994.and adjusted by the National Geodetic Survey in February 2007.
 AA7994
 AA7994.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA7994.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA7994.The horizontal coordinates are valid at the epoch date displayed above.
 AA7994.The epoch date for horizontal control is a decimal equivalence
 AA7994.of Year/Month/Day.
 AA7994
 AA7994.The orthometric height was determined by GPS observations and a
 AA7994.high-resolution geoid model.
 AA7994
 AA7994.GPS derived orthometric heights for airport stations designated as
 AA7994.PACS or SACS are published to 2 decimal places.  This maintains
 AA7994.centimeter relative accuracy between the PACS and SACS.  It does
 AA7994.not indicate centimeter accuracy relative to other marks which are
 AA7994.part of the NAVD 88 network.
 AA7994
 AA7994.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7994
 AA7994.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7994
 AA7994.The ellipsoidal height was determined by GPS observations
 AA7994.and is referenced to NAD 83.
 AA7994
 AA7994.The geoid height was determined by GEOID03.
 AA7994
 AA7994;                    North         East     Units Scale Factor Converg.
 AA7994;SPC OR S     -   215,607.598 1,624,049.092   MT  0.99992257   +1 03 04.2
 AA7994;SPC OR S     -   707,374.01  5,328,245.05   iFT  0.99992257   +1 03 04.2
 AA7994;UTM  11      - 4,829,027.809   341,514.414   MT  0.99990896   -1 21 15.5
 AA7994
 AA7994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7994!SPC OR S     -   0.99980491  x   0.99992257  =   0.99972750
 AA7994!UTM  11      -   0.99980491  x   0.99990896  =   0.99971389
 AA7994
 AA7994                          SUPERSEDED SURVEY CONTROL
 AA7994
 AA7994  NAD 83(1998)-  43 35 50.51701(N)    118 57 48.66571(W) AD(       ) 1
 AA7994  ELLIP H (07/06/01) 1244.325  (m)                       GP(       ) 4 1
 AA7994  NAD 83(1998)-  43 35 50.51530(N)    118 57 48.66389(W) AD(       ) 1
 AA7994  ELLIP H (08/24/95) 1244.460  (m)                       GP(       ) 4 1
 AA7994  NGVD 29 (08/24/95) 1262.15   (m)         4140.9    (f) LEVELING    3  
 AA7994
 AA7994.Superseded values are not recommended for survey control.
 AA7994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7994.See file dsdata.txt to determine how the superseded data were derived.
 AA7994
 AA7994_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ4151429028(NAD 83)
 AA7994_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA7994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7994_STAMPING: BNO B 1977
 AA7994_MARK LOGO: NOS   
 AA7994_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA7994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7994+STABILITY: SURFACE MOTION
 AA7994_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7994+SATELLITE: SATELLITE OBSERVATIONS - October 26, 1997
 AA7994
 AA7994  HISTORY     - Date     Condition        Report By
 AA7994  HISTORY     - 1977     MONUMENTED       NGS
 AA7994  HISTORY     - 19910615 GOOD             NGS
 AA7994  HISTORY     - 19971026 GOOD             NGS
 AA7994
 AA7994                          STATION DESCRIPTION
 AA7994
 AA7994'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JGF)
 AA7994'THE STATION IS LOCATED AT THE BURNS MUNICIPAL AIRPORT NEAR THE TOWN OF
 AA7994'BURNS, OR.  CONTACT THE AIRPORT MANAGER AT 503-573-6139 TO ARRANGE
 AA7994'ACCESS TO THE AIRPORT. THE STATION IS LOCATED ON THE NW PORTION OF THE
 AA7994'AIRPORT NEAR RWY END 12, 232.6 FT (70.9 M) NE OF THE CENTERLINE END OF
 AA7994'RWY 12, 44.9 FT (13.7 M) SW OF THE FENCE LINE, 187.7 FT (57.2 M) NE OF
 AA7994'THE NORTH MOST RWY END LIGHT, 79.0 FT (24.1 M) NW OF A WOOD FENCE
 AA7994'POST, 57.0 FT (17.4 M) SE OF ANOTHER WOOD FENCE POST. THE STATION IS A
 AA7994'STANDARD CGS TOPOGRAPHIC DISK STAMPED "BNO B 1977", SET IN THE TOP OF
 AA7994'A CONCRETE MONUMENT FLUSH WITH THE GROUND.
 AA7994
 AA7994                          STATION RECOVERY (1991)
 AA7994
 AA7994'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 (JLD)
 AA7994'THE STATION IS LOCATED ON THE NW PORTION OF THE AIRPORT, NEAR RWY END
 AA7994'12, 232.6 FT (70.9 M) NE OF CL END RWY 12 AND 44.9 FT (13.7 M) SW OF
 AA7994'THE FENCE LINE.  THE STATION IS A STANDARD USCGS TOPOGRAPHIC DISK
 AA7994'STAMPED---BNO B 1977---, SET IN THE TOP OF A CONCRETE MONUMENT FLUSH
 AA7994'WITH THE GROUND.
 AA7994
 AA7994                          STATION RECOVERY (1997)
 AA7994
 AA7994'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AA7994'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  THIS STATION HAS
 AA7994'BEEN DESIGNATED A SECONDARY AIRPORT CONTROL STATION (SACS) .
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AA7995 ***********************************************************************
 AA7995  PACS        -  This is a Primary Airport Control Station.
 AA7995  DESIGNATION -  BNO D
 AA7995  PID         -  AA7995
 AA7995  STATE/COUNTY-  OR/HARNEY
 AA7995  USGS QUAD   -  POISON CREEK SLOUGH (1990)
 AA7995
 AA7995                         *CURRENT SURVEY CONTROL
 AA7995  ___________________________________________________________________
 AA7995* NAD 83(2007)-  43 35 13.34540(N)    118 57 18.52110(W)     ADJUSTED  
 AA7995* NAVD 88     -      1263.53   (meters)    4145.4    (feet)  GPS OBS   
 AA7995  ___________________________________________________________________
 AA7995  EPOCH DATE  -        2007.00
 AA7995  X           -  -2,240,593.136 (meters)                     COMP
 AA7995  Y           -  -4,049,610.535 (meters)                     COMP
 AA7995  Z           -   4,375,829.441 (meters)                     COMP
 AA7995  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 AA7995  ELLIP HEIGHT-        1244.487 (meters)          (02/10/07) ADJUSTED
 AA7995  GEOID HEIGHT-         -19.04  (meters)                     GEOID03
 AA7995
 AA7995  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA7995  Type    PID    Designation                      North   East  Ellip
 AA7995  -------------------------------------------------------------------
 AA7995  NETWORK AA7995 BNO D                             0.55   0.51   1.35
 AA7995  -------------------------------------------------------------------
 AA7995
 AA7995.This mark is at Burns Municipal Airport (BNO)
 AA7995
 AA7995.The horizontal coordinates were established by GPS observations
 AA7995.and adjusted by the National Geodetic Survey in February 2007.
 AA7995
 AA7995.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA7995.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA7995.The horizontal coordinates are valid at the epoch date displayed above.
 AA7995.The epoch date for horizontal control is a decimal equivalence
 AA7995.of Year/Month/Day.
 AA7995
 AA7995.The orthometric height was determined by GPS observations and a
 AA7995.high-resolution geoid model.
 AA7995
 AA7995.GPS derived orthometric heights for airport stations designated as
 AA7995.PACS or SACS are published to 2 decimal places.  This maintains
 AA7995.centimeter relative accuracy between the PACS and SACS.  It does
 AA7995.not indicate centimeter accuracy relative to other marks which are
 AA7995.part of the NAVD 88 network.
 AA7995
 AA7995.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7995
 AA7995.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7995
 AA7995.The ellipsoidal height was determined by GPS observations
 AA7995.and is referenced to NAD 83.
 AA7995
 AA7995.The geoid height was determined by GEOID03.
 AA7995
 AA7995;                    North         East     Units Scale Factor Converg.
 AA7995;SPC OR S     -   214,473.088 1,624,746.233   MT  0.99992124   +1 03 24.9
 AA7995;SPC OR S     -   703,651.86  5,330,532.26   iFT  0.99992124   +1 03 24.9
 AA7995;UTM  11      - 4,827,865.057   342,163.318   MT  0.99990644   -1 20 53.7
 AA7995
 AA7995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7995!SPC OR S     -   0.99980489  x   0.99992124  =   0.99972614
 AA7995!UTM  11      -   0.99980489  x   0.99990644  =   0.99971134
 AA7995
 AA7995:                Primary Azimuth Mark                     Grid Az
 AA7995:SPC OR S     -  BNO A                                    080 14 20.3
 AA7995:UTM  11      -  BNO A                                    082 38 38.9
 AA7995
 AA7995|---------------------------------------------------------------------|
 AA7995| PID    Reference Object                     Distance      Geod. Az  |
 AA7995|                                                           dddmmss.s |
 AA7995| AA7993 BNO A                               427.558 METERS 0811745.2 |
 AA7995| PA0215 BURNS AIRPORT                       197.545 METERS 16506     |
 AA7995|---------------------------------------------------------------------|
 AA7995
 AA7995                          SUPERSEDED SURVEY CONTROL
 AA7995
 AA7995  NAD 83(1998)-  43 35 13.34430(N)    118 57 18.52019(W) AD(       ) B
 AA7995  ELLIP H (07/06/01) 1244.482  (m)                       GP(       ) 4 1
 AA7995  NAD 83(1998)-  43 35 13.34258(N)    118 57 18.51837(W) AD(       ) B
 AA7995  ELLIP H (08/24/95) 1244.617  (m)                       GP(       ) 4 1
 AA7995  NGVD 29 (08/24/95) 1262.3    (m)         4141.     (f) GPS OBS     3  
 AA7995
 AA7995.Superseded values are not recommended for survey control.
 AA7995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7995.See file dsdata.txt to determine how the superseded data were derived.
 AA7995
 AA7995_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ4216327865(NAD 83)
 AA7995_MARKER: I = METAL ROD
 AA7995_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA7995_STAMPING: BNO D 1994
 AA7995_MARK LOGO: NGS   
 AA7995_PROJECTION: FLUSH
 AA7995_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA7995_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA7995_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7995+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2008
 AA7995_ROD/PIPE-DEPTH: 13   meters
 AA7995_SLEEVE-DEPTH  : .6 meters
 AA7995
 AA7995  HISTORY     - Date     Condition        Report By
 AA7995  HISTORY     - 1994     MONUMENTED       NOS
 AA7995  HISTORY     - 19971026 GOOD             NGS
 AA7995  HISTORY     - 20050414 GOOD             ORBITE
 AA7995  HISTORY     - 20081029 GOOD             INDIV
 AA7995
 AA7995                          STATION DESCRIPTION
 AA7995
 AA7995'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (JGF)
 AA7995'THE STATION IS LOCATED AT THE BURNS MUNICIPAL AIRPORT NEAR THE TOWN OF
 AA7995'BURNS, OREGON.  CONTACT THE AIRPORT MANAGER AT 503-573-6139 FOR ACCESS
 AA7995'TO THE STATION. THE STATION IS LOCATED ON THE S END OF THE AIRPORT
 AA7995'JUST N OF THE RAMP NEAR THE TERMINAL.  IT IS 211 FT (64.3 M) N OF THE
 AA7995'NW CORNER OF THE TERMINAL BUILDING, 185.7 FT (56.6 M) NE OF THE NE
 AA7995'CORNER OF THE LARGE HANGAR ON THE W SIDE OF THE RAMP, 72.8 FT (22.2 M)
 AA7995'S OF THE TAXIWAY CENTERLINE. THE STATION IS A STAINLESS STEEL ROD IN A
 AA7995'GREASED SLEEVE DRIVEN TO A DEPTH OF 43 FT (13.1 M).  THE STATION IS
 AA7995'ENCASED BY A PVC PIPE WITH AN ALUMINUM ACCESS COVER STAMPED "BNO D
 AA7995'1994".
 AA7995
 AA7995                          STATION RECOVERY (1997)
 AA7995
 AA7995'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AA7995'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  THIS STAION IS
 AA7995'SELECTED AS THE PRIMARY AIRPORT CONTROL STATION (PACS) .
 AA7995
 AA7995                          STATION RECOVERY (2005)
 AA7995
 AA7995'RECOVERY NOTE BY ORBITECH INC 2005 (SHG)
 AA7995'RECOVERED IN GOOD CONDITION.
 AA7995
 AA7995                          STATION RECOVERY (2008)
 AA7995
 AA7995'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008
 AA7995'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0982 ***********************************************************************
 QC0982  DESIGNATION -  BOARD
 QC0982  PID         -  QC0982
 QC0982  STATE/COUNTY-  OR/GRANT
 QC0982  USGS QUAD   -  JOHNNY CAKE MOUNTAIN (1995)
 QC0982
 QC0982                         *CURRENT SURVEY CONTROL
 QC0982  ___________________________________________________________________
 QC0982* NAD 83(1991)-  44 52 33.39046(N)    119 26 45.06245(W)     ADJUSTED  
 QC0982* NAVD 88     -       971.14   (+/-2cm)    3186.1    (feet)  VERTCON   
 QC0982  ___________________________________________________________________
 QC0982  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 QC0982  GEOID HEIGHT-         -19.28  (meters)                     GEOID03
 QC0982  HORZ ORDER  -  FIRST
 QC0982  VERT ORDER  -  THIRD ? (See Below)
 QC0982
 QC0982.The horizontal coordinates were established by classical geodetic methods
 QC0982.and adjusted by the National Geodetic Survey in October 1991.
 QC0982
 QC0982.The NAVD 88 height was computed by applying the VERTCON shift value to
 QC0982.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QC0982.The vertical order pertains to the NGVD 29 superseded value.
 QC0982
 QC0982.The Laplace correction was computed from DEFLEC99 derived deflections.
 QC0982
 QC0982.The geoid height was determined by GEOID03.
 QC0982
 QC0982;                    North         East     Units Scale Factor Converg.
 QC0982;SPC OR N     -   134,919.659 2,583,285.440   MT  0.99990757   +0 44 51.3
 QC0982;SPC OR N     -   442,649.80  8,475,345.93   iFT  0.99990757   +0 44 51.3
 QC0982;UTM  11      - 4,972,079.499   306,813.682   MT  1.00005894   -1 43 34.5
 QC0982
 QC0982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QC0982!SPC OR N     -   0.99985078  x   0.99990757  =   0.99975836
 QC0982!UTM  11      -   0.99985078  x   1.00005894  =   0.99990971
 QC0982
 QC0982:                Primary Azimuth Mark                     Grid Az
 QC0982:SPC OR N     -  BOARD AZ MK                              117 13 56.9
 QC0982:UTM  11      -  BOARD AZ MK                              119 42 22.7
 QC0982
 QC0982|---------------------------------------------------------------------|
 QC0982| PID    Reference Object                     Distance      Geod. Az  |
 QC0982|                                                           dddmmss.s |
 QC0982| CD6931 BOARD AZ MK                                        1175848.2 |
 QC0982| CD6932 BOARD RM 1                            6.950 METERS 12840     |
 QC0982| CD6933 BOARD RM 2                            5.728 METERS 27326     |
 QC0982|---------------------------------------------------------------------|
 QC0982
 QC0982                          SUPERSEDED SURVEY CONTROL
 QC0982
 QC0982  NAD 83(1986)-  44 52 33.39736(N)    119 26 45.05890(W) AD(       ) 1
 QC0982  NAD 27      -  44 52 33.87900(N)    119 26 41.07900(W) AD(       ) 1
 QC0982  NGVD 29 (07/19/86)  970.00   (m)         3182.4    (f) LEVELING    3  
 QC0982
 QC0982.Superseded values are not recommended for survey control.
 QC0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0982.See file dsdata.txt to determine how the superseded data were derived.
 QC0982
 QC0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK0681472079(NAD 83)
 QC0982_MARKER: Z = SEE DESCRIPTION
 QC0982_SETTING: 0 = UNSPECIFIED SETTING
 QC0982
 QC0982  HISTORY     - Date     Condition        Report By
 QC0982  HISTORY     - 1941     MONUMENTED       USFS
 QC0982  HISTORY     - 1942     SEE DESCRIPTION  CGS
 QC0982  HISTORY     - 1946     SEE DESCRIPTION  CGS
 QC0982
 QC0982                          STATION DESCRIPTION
 QC0982
 QC0982'DESCRIBED BY US FOREST SERVICE 1941 (ANS)
 QC0982'STATION IS LOCATED ABOUT 3.0 MILES NNW OF MONUMENT ON THE S SIDE
 QC0982'OF BOARD CREEK.  IT IS ON THE S SIDE OF A SMALL FARMING AREA IN THE
 QC0982'TIMBER COUNTRY, AND IS ON THE N SLOPE OF A HIGH RIDGE ON THE N SIDE
 QC0982'OF MONUMENT.
 QC0982'
 QC0982'STATION MARK IS A BRONZE U.S. FOREST SERVICE MARK, STAMPED BOARD
 QC0982'1939, SET IN THE TOP OF A 1.0 FOOT SQUARE CONCRETE MONUMENT THAT IS
 QC0982'FLUSH WITH THE GROUND.  IT IS 54.0 FEET S OF THE CENTER LINE OF
 QC0982'ROAD AND 120 FEET W OF A LARGE PINE TREE IN FENCE CORNER.
 QC0982'
 QC0982'REFERENCE MARK NO. 1 IS A STANDARD U.S.C. AND G.S. BRONZE DISK,
 QC0982'STAMPED BOARD NO. 1 USFS 1941, SET IN THE TOP OF A 1.0 FOOT SQUARE
 QC0982'CONCRETE MONUMENT THAT PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.
 QC0982'IT IS ABOUT 1.0 FOOT LOWER THAN THE STATION, AND 62.0 FEET S OF
 QC0982'ROAD.
 QC0982'
 QC0982'REFERENCE MARK NO. 2 IS A STANDARD U.S.C. AND G.S. BRONZE DISK,
 QC0982'STAMPED BOARD NO. 2 USFS 1941, SET IN THE TOP OF A 1.0 FOOT SQUARE
 QC0982'CONCRETE MONUMENT THAT PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.
 QC0982'IT IS 18 INCHES ABOVE THE STATION, AND 58.0 FEET S OF THE CENTER
 QC0982'LINE OF THE ROAD.
 QC0982'
 QC0982'AZIMUTH MARK IS A STANDARD U.S.C. AND G.S. BRONZE DISK, STAMPED
 QC0982'BOARD USFS 1941, SET IN THE TOP OF A 1.0 FOOT SQUARE CONCRETE
 QC0982'MONUMENT THAT PROJECTS ABOVE 5 INCHES ABOVE THE GROUND.  IT IS 25.0
 QC0982'FEET NE OF THE CENTER LINE OF ROAD, 6 INCHES SW OF FENCE, AND 54.3
 QC0982'FEET SE OF A 1.0 FOOT PINE TREE.
 QC0982'
 QC0982'NO UNDERGROUND OR WITNESS MARKS WERE ESTABLISHED.
 QC0982'
 QC0982'STATION IS REACHED AS FOLLOWS--FROM MONUMENT GO N AND W ON THE
 QC0982'MAIN HIGHWAY 0.6 MILE.  TURN RIGHT OFF HIGHWAY AS PER SIGN HEPPNER,
 QC0982'HARDMAN AND GO N UP THE STEEP AND NARROW SHELF ROAD 4.2 MILES TO
 QC0982'AZIMUTH MARK ON THE RIGHT (N) OF ROAD.  CONTINUE 0.2 MILE TO
 QC0982'STATION ON THE S SIDE OF THE ROAD.
 QC0982
 QC0982                          STATION RECOVERY (1942)
 QC0982
 QC0982'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (LAM)
 QC0982'ORIGINAL DESCRIPTION BY U.S.F.S. LISTS TWO WITNESS MARKS, NOT
 QC0982'MENTIONED IN 1941 DESCRIPTION.  WITNESS MARK 1, TRIANGULAR BLAZE
 QC0982'ON 24-INCH YELLOW PINE TREE IN FENCE CORNER IS DISTANT 121.5 FEET
 QC0982'IN AZIMUTH 283 DEG 03 MIN.  WITNESS MARK 2, TRIANGULAR BLAZE ON
 QC0982'18-INCH YELLOW PINE TREE IS DISTANT 82.2 FEET IN AZIMUTH 343 DEG
 QC0982'39 MIN.
 QC0982
 QC0982                          STATION RECOVERY (1946)
 QC0982
 QC0982'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (DHK)
 QC0982'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 QC0982'CONDITION.  STATION WAS OCCUPIED ONLY FOR A PICTURE POINT IN 1946.
 QC0982'
 QC0982'STATION IS LOCATED ABOUT 3.0 MILES NORTH-NORTHWEST OF MONUMENT ON
 QC0982'THE SOUTH SIDE OF BOARD CREEK.  IT IS ON THE SOUTH SIDE OF A SMALL
 QC0982'FARMING AREA IN THE TIMBER COUNTRY, AND IS ON THE NORTH SLOPE OF A
 QC0982'HIGH RIDGE ON THE NORTH SIDE OF MONUMENT.  STATION MARK IS A
 QC0982'BRONZE U.S. FOREST SERVICE MARK, STAMPED--BOARD 1939, SET IN THE
 QC0982'TOP OF A 1.0 FOOT SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 QC0982'GROUND.  IT IS 54.0 FEET SOUTH OF THE CENTER LINE OF ROAD AND 120
 QC0982'FEET WEST OF A LARGE PINE TREE IN FENCE CORNER.
 QC0982'
 QC0982'REFERENCE MARK NO. 1 IS A STANDARD U.S.C. AND G.S. BRONZE DISK,
 QC0982'STAMPED--BOARD NO 1USFS 1941, SET IN THE TOP OF A 1.0 FOOT SQUARE
 QC0982'CONCRETE MONUMENT THAT PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.
 QC0982'IT IS ABOUT 1.0 FOOT LOWER THAN THE STATION, AND 62.0 FEET SOUTH OF
 QC0982'ROAD.
 QC0982'
 QC0982'REFERENCE MARK NO. 2 IS A STANDARD U.S.C. AND G.S. BRONZE DISK,
 QC0982'STAMPED--BOARD NO 2 USFS 1941, SET IN THE TOP OF A 1.0 FOOT SQUARE
 QC0982'CONCRETE MONUMENT THAT PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.
 QC0982'IT IS 18 INCHES ABOVE THE STATION, AND 58.0 FEET SOUTH OF THE
 QC0982'CENTER LINE OF THE ROAD.
 QC0982'
 QC0982'AZIMUTH MARK IS A STANDARD U.S.C. AND G.S. BRONZE DISK,
 QC0982'STAMPED--BOARD USFS 1941, SET IN THE TOP OF A 1.0 FOOT SQUARE
 QC0982'CONCRETE MONUMENT THAT PROJECTS ABOUT 5 INCHES ABOVE GROUND.  IT
 QC0982'IS 25.0 FEET NORTHEAST OF THE CENTER LINE OF ROAD, 6 INCHES
 QC0982'SOUTHWEST OF FENCE, AND 54.3 FEET SOUTHEAST OF A 1.0 FOOT PINE
 QC0982'TREE.
 QC0982'
 QC0982'NO UNDERGROUND OR WITNESS MARKS WERE ESTABLISHED.
 QC0982'
 QC0982'STATION IS REACHED AS FOLLOWS--FROM MONUMENT GO NORTH AND WEST ON
 QC0982'THE MAIN HIGHWAY 0.6 MILE.  TURN RIGHT OFF HIGHWAY AS PER SIGN
 QC0982'HEPPNER, HARDMAN AND GO NORTH UP THE STEEP AND NARROW SHELF ROAD
 QC0982'4.5 MILES TO AZIMUTH MARK ON THE RIGHT (NORTH) OF ROAD.  CONTINUE
 QC0982'0.2 MILE TO STATION ON THE SOUTH SIDE OF THE ROAD.
 QC0982'
 QC0982'THE AZIMUTH MARK, REFERENCE MARK NO.1, AND REFERENCE MARK NO.2
 QC0982'ABOVE ARE 1941 OBSERVATIONS.
 QC0982'
 QC0982'THE SUBSTITUTE STATION IS P.P. 107V-48A.  IT IS THE CENTER OF A
 QC0982'LONE JUNIPER TREE, WHICH IS NORTH OF THE ROAD ALONG A FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB1466 ***********************************************************************
 RB1466  DESIGNATION -  BOARDMAN
 RB1466  PID         -  RB1466
 RB1466  STATE/COUNTY-  OR/MORROW
 RB1466  USGS QUAD   -  BOARDMAN (1993)
 RB1466
 RB1466                         *CURRENT SURVEY CONTROL
 RB1466  ___________________________________________________________________
 RB1466* NAD 83(1991)-  45 49 59.89327(N)    119 44 59.11405(W)     ADJUSTED  
 RB1466* NAVD 88     -        88.     (meters)     289.     (feet)  SCALED    
 RB1466  ___________________________________________________________________
 RB1466  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 RB1466  GEOID HEIGHT-         -21.88  (meters)                     GEOID03
 RB1466  HORZ ORDER  -  SECOND
 RB1466
 RB1466.The horizontal coordinates were established by classical geodetic methods
 RB1466.and adjusted by the National Geodetic Survey in October 1991.
 RB1466
 RB1466.The orthometric height was scaled from a topographic map.
 RB1466
 RB1466.The Laplace correction was computed from DEFLEC99 derived deflections.
 RB1466
 RB1466.The geoid height was determined by GEOID03.
 RB1466
 RB1466;                    North         East     Units Scale Factor Converg.
 RB1466;SPC OR N     -   241,037.486 2,558,287.755   MT  0.99996189   +0 31 55.4
 RB1466;SPC OR N     -   790,805.40  8,393,332.53   iFT  0.99996189   +0 31 55.4
 RB1466;SPC WA S     -    55,849.353   558,289.936   MT  1.00000001   +0 32 41.9
 RB1466;SPC WA S     -   183,232.42  1,831,656.23   sFT  1.00000001   +0 32 41.9
 RB1466;UTM  11      - 5,079,203.956   286,443.985   MT  1.00016071   -1 58 23.5
 RB1466
 RB1466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RB1466!SPC OR N     -   0.99998963  x   0.99996189  =   0.99995152
 RB1466!SPC WA S     -   0.99998963  x   1.00000001  =   0.99998964
 RB1466!UTM  11      -   0.99998963  x   1.00016071  =   1.00015034
 RB1466
 RB1466:                Primary Azimuth Mark                     Grid Az
 RB1466:SPC OR N     -  BOARDMAN AZ MK                           359 44 19.1
 RB1466:SPC WA S     -  BOARDMAN AZ MK                           359 43 32.6
 RB1466:UTM  11      -  BOARDMAN AZ MK                           002 14 38.0
 RB1466
 RB1466|---------------------------------------------------------------------|
 RB1466| PID    Reference Object                     Distance      Geod. Az  |
 RB1466|                                                           dddmmss.s |
 RB1466| RB1046 BOARDMAN AZ MK                                     0001614.5 |
 RB1466| CF4552 BOARDMAN RM 1                        10.335 METERS 09332     |
 RB1466| CF4553 BOARDMAN RM 2                         8.204 METERS 19700     |
 RB1466|---------------------------------------------------------------------|
 RB1466
 RB1466                          SUPERSEDED SURVEY CONTROL
 RB1466
 RB1466  NAD 83(1986)-  45 49 59.90246(N)    119 44 59.10553(W) AD(       ) 2
 RB1466  NAD 27      -  45 50 00.42400(N)    119 44 55.00400(W) AD(       ) 2
 RB1466
 RB1466.Superseded values are not recommended for survey control.
 RB1466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1466.See file dsdata.txt to determine how the superseded data were derived.
 RB1466
 RB1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKL8644479204(NAD 83)
 RB1466_MARKER: Z = SEE DESCRIPTION
 RB1466_SETTING: 0 = UNSPECIFIED SETTING
 RB1466
 RB1466  HISTORY     - Date     Condition        Report By
 RB1466  HISTORY     - 1942     MONUMENTED       USE
 RB1466  HISTORY     - 1951     SEE DESCRIPTION  BPA
 RB1466  HISTORY     - 1959     SEE DESCRIPTION  CGS
 RB1466  HISTORY     - 1961     SEE DESCRIPTION  USGS
 RB1466  HISTORY     - 1962     SEE DESCRIPTION  CGS
 RB1466
 RB1466                          STATION DESCRIPTION
 RB1466
 RB1466'DESCRIBED BY US ENGINEERS 1942 (ANS)
 RB1466'STATION IS ABOUT 2 MILES SOUTHWESTERLY FROM BOARDMAN AND ABOUT 100
 RB1466'FEET W OF ROAD TO BOMBING RANGE ON THE TOP OF A LOW SAND HILL.
 RB1466'
 RB1466'STATION MARK IS A STANDARD U.S.E. CONTROL-STATION DISK SET IN A
 RB1466'BURIED BOULDER ABOUT 4 BY 6 INCHES AND FLUSH WITH THE SURFACE.  IT
 RB1466'IS 1.2 METERS N OF A WHITE REFERENCE POST PROJECTING ABOUT 2
 RB1466'FEET.  IT IS STAMPED BOARDMAN 1942.
 RB1466'
 RB1466'REFERENCE MARK NO.1 IS A STANDARD U.S.E. DISK SET IN A BURIED
 RB1466'BOULDER ABOUT 8 BY 12 INCHES AND FLUSH WITH THE SURFACE.  IT IS
 RB1466'ABOUT 6 INCHES LOWER IN ELEVATION THAN THE STATION MARK.  IT IS
 RB1466'STAMPED R.M. 1 1942.
 RB1466'
 RB1466'REFERENCE MARK NO.2 IS A STANDARD U.S.E. DISK SET IN A BURIED
 RB1466'BOULDER ABOUT 6 BY 8 INCHES AND IS FLUSH WITH THE SURFACE.  IT IS
 RB1466'ABOUT 6 INCHES HIGHER IN ELEVATION THAN THE STATION MARK.  IT IS
 RB1466'STAMPED R.M. 2 1942.
 RB1466'
 RB1466'AZIMUTH MARK IS A STANDARD U.S.E. REFERENCE DISK SET IN A BURIED
 RB1466'BOULDER ABOUT 6 BY 12 INCHES AND PROJECTING ABOUT 4 INCHES ABOVE
 RB1466'THE GROUND.  IT IS ABOUT 20 METERS NW OF THE INTERSECTION OF
 RB1466'HIGHWAY 30 WITH THE SIDE ROAD LEADING TO STATION, 5.7 METERS N OF
 RB1466'RIGHT-OF-WAY FENCE, AND 2.0 METERS E OF A TELEPHONE POLE.  IT IS
 RB1466'STAMPED AZ BOARDMAN 1942.
 RB1466'
 RB1466'TO REACH THE STATION FROM BOARDMAN GO 1.6 MILES W ON U.S. HIGHWAY
 RB1466'30 TO SIDE ROAD ON LEFT.  TURN LEFT AND GO S 0.7 MILE TO SUMMIT
 RB1466'OF SAND HILL AND STATION 100 FEET TO RIGHT.
 RB1466'
 RB1466'HEIGHT OF LIGHT ABOVE STATION MARK 9.5 METERS.
 RB1466
 RB1466                          STATION RECOVERY (1951)
 RB1466
 RB1466'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1951 (CPK)
 RB1466'STATION AND BOTH REFERENCE MARKS HAVE BEEN PULLED UP AND MOVED
 RB1466'FROM ORIGINAL POSITION.  THE STONES AND DISKS ARE PILED AGAINST
 RB1466'WHITE MARKER POST.
 RB1466
 RB1466                          STATION RECOVERY (1959)
 RB1466
 RB1466'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LGT)
 RB1466'STATION IS DESTROYED.
 RB1466'
 RB1466'STATION AND REFERENCE MARKS WERE FOUND, BUT THE BOULDERS IN WHICH
 RB1466'THE MARKS ARE SET HAVE BEEN UNEARTHED AND REMOVED FROM THEIR
 RB1466'ORIGINAL POSITIONS.  PREVIOUS RECOVERY NOTE, DATED 1951, STATED
 RB1466'THAT MARKS HAD BEEN MOVED FROM ORIGINAL POSITION.
 RB1466
 RB1466                          STATION RECOVERY (1961)
 RB1466
 RB1466'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 RB1466'THE BOULDERS CONTAINING THE STATION MARK AND BOTH REFERENCE MARKS
 RB1466'HAVE BEEN TIPPED OVER AND ARE LAYING AT THE STATION SITE.
 RB1466
 RB1466                          STATION RECOVERY (1962)
 RB1466
 RB1466'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (FN)
 RB1466'THIS STATION WAS DESTROYED BY WIND EROSION OF THE SAND HILL.  THE
 RB1466'AZIMUTH MARK WAS FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB1046 ***********************************************************************
 RB1046  DESIGNATION -  BOARDMAN AZ MK
 RB1046  PID         -  RB1046
 RB1046  STATE/COUNTY-  OR/MORROW
 RB1046  USGS QUAD   -  BOARDMAN (1993)
 RB1046
 RB1046                         *CURRENT SURVEY CONTROL
 RB1046  ___________________________________________________________________
 RB1046* NAD 83(1986)-  45 50 35.     (N)    119 45 01.     (W)     SCALED    
 RB1046* NAVD 88     -        77.059  (meters)     252.82   (feet)  ADJUSTED  
 RB1046  ___________________________________________________________________
 RB1046  GEOID HEIGHT-         -21.88  (meters)                     GEOID03
 RB1046  DYNAMIC HT  -          77.059 (meters)     252.82  (feet)  COMP
 RB1046  MODELED GRAV-     980,617.4   (mgal)                       NAVD 88
 RB1046
 RB1046  VERT ORDER  -  FIRST     CLASS II
 RB1046
 RB1046.The horizontal coordinates were scaled from a topographic map and have
 RB1046.an estimated accuracy of +/- 6 seconds.
 RB1046
 RB1046.The orthometric height was determined by differential leveling
 RB1046.and adjusted in June 1991.
 RB1046
 RB1046.The geoid height was determined by GEOID03.
 RB1046
 RB1046.The dynamic height is computed by dividing the NAVD 88
 RB1046.geopotential number by the normal gravity value computed on the
 RB1046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB1046.degrees latitude (g = 980.6199 gals.).
 RB1046
 RB1046.The modeled gravity was interpolated from observed gravity values.
 RB1046
 RB1046;                    North         East    Units  Estimated Accuracy
 RB1046;SPC OR N     -   242,120.    2,558,240.      MT  (+/- 180 meters Scaled)
 RB1046
 RB1046                          SUPERSEDED SURVEY CONTROL
 RB1046
 RB1046  NGVD 29 (??/??/92)   76.02   (m)          249.4    (f) COMPUTED    1 2
 RB1046
 RB1046.Superseded values are not recommended for survey control.
 RB1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1046.See file dsdata.txt to determine how the superseded data were derived.
 RB1046
 RB1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKL864802(NAD 83)
 RB1046_MARKER: DD = SURVEY DISK
 RB1046_SETTING: 66 = SET IN ROCK OUTCROP
 RB1046_SP_SET: ROCK
 RB1046_STAMPING: BOARDMAN AZ 1942
 RB1046_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RB1046+STABILITY: POSITION/ELEVATION WELL
 RB1046
 RB1046  HISTORY     - Date     Condition        Report By
 RB1046  HISTORY     - 1942     MONUMENTED       USE
 RB1046  HISTORY     - 1962     GOOD             NGS
 RB1046
 RB1046                          STATION DESCRIPTION
 RB1046
 RB1046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RB1046'1.6 MI W FROM BOARDMAN.
 RB1046'ALONG THE OLD HIGHWAY (U.S.30) ABOUT 1.6 MILES TO THE T INTERSECTION
 RB1046'WITH PETERS ROAD, 36 FEET NORTH OF THE CENTER LINE OF THE OLD HIGHWAY,
 RB1046'39 FEET SOUTH OF THE SOUTH RAIL OF THE UNION PACIFIC RAILROAD, 79 FEET
 RB1046'WEST OF THE EXTENDED CENTER LINE OF PETERS ROAD, ABOUT 6 FEET EAST OF
 RB1046'A POWER-TRANSMISSION LINE POLE, 85 FEET WEST-NORTHWEST OF ROAD SIGN
 RB1046'SAM BOARDMAN AVE - PETERS ROAD, SET IN TOP OF AN EMBEDDED ROCK ABOUT
 RB1046'FLUSH WITH THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB1484 ***********************************************************************
 RB1484  DESIGNATION -  BOARDMAN PGE COAL PLT STK
 RB1484  PID         -  RB1484
 RB1484  STATE/COUNTY-  OR/MORROW
 RB1484  USGS QUAD   -  ELLA (1993)
 RB1484
 RB1484                         *CURRENT SURVEY CONTROL
 RB1484  ___________________________________________________________________
 RB1484* NAD 83(1991)-  45 41 37.18620(N)    119 48 21.07584(W)     ADJUSTED  
 RB1484* NAVD 88     -              **(meters)            **(feet)            
 RB1484  ___________________________________________________________________
 RB1484  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 RB1484  GEOID HEIGHT-         -21.81  (meters)                     GEOID03
 RB1484  HORZ ORDER  -  THIRD
 RB1484
 RB1484.The horizontal coordinates were established by classical geodetic methods
 RB1484.and adjusted by the National Geodetic Survey in October 1991.
 RB1484
 RB1484
 RB1484.The Laplace correction was computed from DEFLEC99 derived deflections.
 RB1484
 RB1484.The geoid height was determined by GEOID03.
 RB1484
 RB1484;                    North         East     Units Scale Factor Converg.
 RB1484;SPC OR N     -   225,479.274 2,554,062.677   MT  0.99993654   +0 29 32.2
 RB1484;SPC OR N     -   739,761.40  8,379,470.73   iFT  0.99993654   +0 29 32.2
 RB1484;UTM  11      - 5,063,841.659   281,542.347   MT  1.00018677   -2 00 31.3
 RB1484
 RB1484                          SUPERSEDED SURVEY CONTROL
 RB1484
 RB1484  NAD 83(1986)-  45 41 37.19368(N)    119 48 21.06600(W) AD(       ) 4
 RB1484
 RB1484.Superseded values are not recommended for survey control.
 RB1484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1484.See file dsdata.txt to determine how the superseded data were derived.
 RB1484
 RB1484_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKL8154263842(NAD 83)
 RB1484_MARKER: 63 = STACK
 RB1484
 RB1484  HISTORY     - Date     Condition        Report By
 RB1484  HISTORY     - 1985     FIRST OBSERVED   NGS
 RB1484  HISTORY     - 19830621 GOOD             NGS
 RB1484
 RB1484                          STATION DESCRIPTION
 RB1484
 RB1484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 RB1484'THE STATION IS THE BOARDMAN PACIFIC GAS AND ELECTRIC COMPANY COAL
 RB1484'POWER PLANT STACK.  THE STACK IS LOCATED ABOUT 45 KILOMETERS (27.95
 RB1484'MI) WEST OF HERMISTON  17 KILOMETERS (10.55 MI) SOUTH-SOUTHWEST FROM
 RB1484'BOARDMAN AND ABOUT 15 KILOMETERS (9.30 MI) SOUTH OF THE COLUMBIA
 RB1484'RIVER.  THE STACK IS ABOUT 100 METERS (328.1 FT) HIGH WITH STROBE
 RB1484'LIGHTS ON IT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2132 ***********************************************************************
 RD2132  DESIGNATION -  BOAT
 RD2132  PID         -  RD2132
 RD2132  STATE/COUNTY-  OR/MULTNOMAH
 RD2132  USGS QUAD   -  MULTNOMAH FALLS (1994)
 RD2132
 RD2132                         *CURRENT SURVEY CONTROL
 RD2132  ___________________________________________________________________
 RD2132* NAD 83(1991)-  45 36 09.03974(N)    122 02 57.39274(W)     ADJUSTED  
 RD2132* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 RD2132  ___________________________________________________________________
 RD2132  LAPLACE CORR-           7.19  (seconds)                    DEFLEC99
 RD2132  GEOID HEIGHT-         -21.95  (meters)                     GEOID03
 RD2132  HORZ ORDER  -  THIRD
 RD2132
 RD2132.The horizontal coordinates were established by classical geodetic methods
 RD2132.and adjusted by the National Geodetic Survey in October 1991.
 RD2132
 RD2132.The orthometric height was scaled from a topographic map.
 RD2132
 RD2132.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2132
 RD2132.The geoid height was determined by GEOID03.
 RD2132
 RD2132;                    North         East     Units Scale Factor Converg.
 RD2132;SPC OR N     -   216,275.504 2,379,148.222   MT  0.99992322   -1 05 55.4
 RD2132;SPC OR N     -   709,565.30  7,805,604.40   iFT  0.99992322   -1 05 55.4
 RD2132;SPC WA S     -    31,106.826   379,132.018   MT  1.00006030   -1 07 31.4
 RD2132;SPC WA S     -   102,056.31  1,243,868.96   sFT  1.00006030   -1 07 31.4
 RD2132;UTM  10      - 5,050,324.818   574,142.070   MT  0.99966758   +0 40 45.6
 RD2132
 RD2132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2132!SPC OR N     -   1.00000281  x   0.99992322  =   0.99992603
 RD2132!SPC WA S     -   1.00000281  x   1.00006030  =   1.00006311
 RD2132!UTM  10      -   1.00000281  x   0.99966758  =   0.99967039
 RD2132
 RD2132:                Primary Azimuth Mark                     Grid Az
 RD2132:SPC OR N     -  ARCHER                                   287 42 42.7
 RD2132:SPC WA S     -  ARCHER                                   287 44 18.7
 RD2132:UTM  10      -  ARCHER                                   285 56 01.7
 RD2132
 RD2132|---------------------------------------------------------------------|
 RD2132| PID    Reference Object                     Distance      Geod. Az  |
 RD2132|                                                           dddmmss.s |
 RD2132| RD2148 ARCHER                              APPROX. 4.1 KM 2863647.3 |
 RD2132|---------------------------------------------------------------------|
 RD2132
 RD2132                          SUPERSEDED SURVEY CONTROL
 RD2132
 RD2132  NAD 83(1986)-  45 36 09.04898(N)    122 02 57.40026(W) AD(       ) 3
 RD2132  NAD 27      -  45 36 09.62200(N)    122 02 53.10200(W) AD(       ) 3
 RD2132
 RD2132.Superseded values are not recommended for survey control.
 RD2132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2132.See file dsdata.txt to determine how the superseded data were derived.
 RD2132
 RD2132_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER7414250325(NAD 83)
 RD2132_MARKER: I = METAL ROD
 RD2132_SETTING: 0 = UNSPECIFIED SETTING
 RD2132
 RD2132  HISTORY     - Date     Condition        Report By
 RD2132  HISTORY     - 1935     MONUMENTED       USE
 RD2132  HISTORY     - 1947     MARK NOT FOUND   CGS
 RD2132  HISTORY     - 1952     MARK NOT FOUND   CGS
 RD2132
 RD2132                          STATION DESCRIPTION
 RD2132
 RD2132'DESCRIBED BY US ENGINEERS 1935
 RD2132'ON S BANK OF COLUMBIA RIVER, ABOUT 1.3 MILES NE (UPSTREAM) FROM
 RD2132'HORSETAIL FALLS, ABOUT 750 FEET NW OF UNION PACIFIC RAILROAD, ABOUT
 RD2132'400 FEET DOWNSTREAM FROM PILE JETTY ON WASHINGTON SHORE, 40 FEET
 RD2132'SE OF RIVER BANK, IN MEADOW THICKLY WOODED WITH COTTONWOOD TREES.
 RD2132'
 RD2132'STATION IS MARKED BY SECTION OF 1 1/4-INCH IRON PIPE IN CONCRETE
 RD2132'POST WITH USED BOAT 1935 MARKED IN CONCRETE.  A 30-INCH COTTONWOOD
 RD2132'TREE, BLAZED AND MARKED WITH A TRIANGLE OF NAILS, IS DISTANT 20.2
 RD2132'FEET S 89 DEG 30 MIN E, MAGNETIC.
 RD2132'
 RD2132'STATION POP (U.S.E.) IS ABOUT 500 FEET TO NE.
 RD2132
 RD2132                          STATION RECOVERY (1947)
 RD2132
 RD2132'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (EHB)
 RD2132'ON S BANK OF COLUMBIA RIVER, ABOUT 1.3 MILES UPSTREAM (NE) FROM
 RD2132'HORSETAIL FALLS AND ABOUT 750 FEET NW OF THE UNION PACIFIC RAILROAD,
 RD2132'AND ALMOST OPPOSITE A RED BARN THAT IS ACROSS THE RIVER ON
 RD2132'WASHINGTON SHORE.  IT IS 71.7 FEET SE OF A 30-INCH-DIAMETER
 RD2132'COTTONWOOD TREE AT RIVERS BANK, USED AS A HYDROGRAPHIC SIGNAL, AND
 RD2132'30.1 FEET NW OF A 30-INCH DIAMETER-TRIANGULAR-BLAZED COTTONWOOD
 RD2132'TREE, AND 17.8 FEET E OF A 30-INCH-DIAMETER COTTONWOOD TREE.  IT IS
 RD2132'31.5 FEET E OF THE RIVERS BANK IN A MEADOW THICKLY WOODED WITH LARGE
 RD2132'COTTONWOOD TREES.  STATION IS MARKED BY A SECTION OF 1-1/4-INCH IRON
 RD2132'PIPE IN A CONCRETE POST WITH USED BOAT 1935 MARKED IN THE TOP OF
 RD2132'CONCRETE.
 RD2132'
 RD2132'THIS MARK MIGHT BE DESTROYED IN THE FUTURE BY THE CONSTRUCTION OF THE
 RD2132'NEW COLUMBIA RIVER HIGHWAY.  THE MARK IS 6 INCHES UNDER THE SURFACE.
 RD2132'IT WAS FOUND IN EXCELLENT CONDITION.
 RD2132'
 RD2132'THERE ARE NO REFERENCE MARKS.
 RD2132
 RD2132                          STATION RECOVERY (1952)
 RD2132
 RD2132'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ANS)
 RD2132'THE STATION WAS SEARCHED FOR THOROUGHLY AND ON DIFFERENT OCCASIONS,
 RD2132'BUT NO EVIDENCE OF THE MARK COULD BE FOUND.  THE TREE USED AS A
 RD2132'HYDROGRAPHIC SIGNAL WAS FOUND AND THE GROUND WAS PRODDED AND SPADED
 RD2132'IN THE DIRECTION AND DISTANCE FROM THE TREE, BUT WITHOUT RESULTS.
 RD2132'THE OTHER TREES MENTIONED IN THE DESCRIPTION HAVE BEEN LOGGED OFF
 RD2132'AND THE STUMPS REMAINING DID NOT FIT THE DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2461 ***********************************************************************
 QE2461  DESIGNATION -  BOATHOUSE EAST GABLE
 QE2461  PID         -  QE2461
 QE2461  STATE/COUNTY-  OR/LINCOLN
 QE2461  USGS QUAD   -  NEWPORT NORTH (1984)
 QE2461
 QE2461                         *CURRENT SURVEY CONTROL
 QE2461  ___________________________________________________________________
 QE2461* NAD 83(1991)-  44 37 29.44860(N)    124 03 26.25351(W)     ADJUSTED  
 QE2461* NAVD 88     -              **(meters)            **(feet)            
 QE2461  ___________________________________________________________________
 QE2461  LAPLACE CORR-          17.01  (seconds)                    DEFLEC99
 QE2461  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 QE2461  HORZ ORDER  -  THIRD
 QE2461
 QE2461.The horizontal coordinates were established by classical geodetic methods
 QE2461.and adjusted by the National Geodetic Survey in October 1991.
 QE2461
 QE2461
 QE2461.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2461
 QE2461.The geoid height was determined by GEOID03.
 QE2461
 QE2461;                    North         East     Units Scale Factor Converg.
 QE2461;SPC OR N     -   112,688.774 2,217,802.800   MT  0.99993934   -2 31 22.0
 QE2461;SPC OR N     -   369,713.83  7,276,255.91   iFT  0.99993934   -2 31 22.0
 QE2461;UTM  10      - 4,941,820.654   416,127.109   MT  0.99968651   -0 44 33.9
 QE2461
 QE2461                          SUPERSEDED SURVEY CONTROL
 QE2461
 QE2461  NAD 83(1986)-  44 37 29.48479(N)    124 03 26.29700(W) AD(       ) 4
 QE2461  NAD 27      -  44 37 30.06500(N)    124 03 21.88300(W) AD(       ) 3
 QE2461
 QE2461.Superseded values are not recommended for survey control.
 QE2461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2461.See file dsdata.txt to determine how the superseded data were derived.
 QE2461
 QE2461_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ1612741821(NAD 83)
 QE2461
 QE2461  HISTORY     - Date     Condition        Report By
 QE2461  HISTORY     - 1914     MONUMENTED       CGS
 QE2461  HISTORY     - 1941     SEE DESCRIPTION  CGS
 QE2461  HISTORY     - 1953     SEE DESCRIPTION  CGS
 QE2461
 QE2461                          STATION DESCRIPTION
 QE2461
 QE2461'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (LAM)
 QE2461'THIS INTERSECTION STATION IS THE E GABLE OF BOATHOUSE ON SW PART
 QE2461'OF WATERFRONT, NEWPORT.  IN 1941 REPORTED THAT THERE WAS NOTHING
 QE2461'TO IDENTIFY STRUCTURE.  THERE HAS BEEN CONSIDERABLE NEW
 QE2461'CONSTRUCTION IN VICINITY.
 QE2461'
 QE2461'RECOMMEND THAT STATION BE CONSIDERED LOST.
 QE2461
 QE2461                          STATION RECOVERY (1953)
 QE2461
 QE2461'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (FAR)
 QE2461'THERE IS NO BOATHOUSE IN THE AREA INDICATED BY THE POSITION
 QE2461'ESTABLISHED IN 1914.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1319 ***********************************************************************
 NZ1319  DESIGNATION -  BOBS GARDEN LOOKOUT TOWER
 NZ1319  PID         -  NZ1319
 NZ1319  STATE/COUNTY-  OR/CURRY
 NZ1319  USGS QUAD   -  MARIAL (1989)
 NZ1319
 NZ1319                         *CURRENT SURVEY CONTROL
 NZ1319  ___________________________________________________________________
 NZ1319* NAD 83(1991)-  42 38 24.33583(N)    123 55 24.81192(W)     ADJUSTED  
 NZ1319* NAVD 88     -              **(meters)            **(feet)            
 NZ1319  ___________________________________________________________________
 NZ1319  LAPLACE CORR-          10.75  (seconds)                    DEFLEC99
 NZ1319  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 NZ1319  HORZ ORDER  -  THIRD
 NZ1319
 NZ1319.The horizontal coordinates were established by classical geodetic methods
 NZ1319.and adjusted by the National Geodetic Survey in October 1991.
 NZ1319
 NZ1319
 NZ1319.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ1319
 NZ1319.The geoid height was determined by GEOID03.
 NZ1319
 NZ1319;                    North         East     Units Scale Factor Converg.
 NZ1319;SPC OR S     -   113,869.278 1,219,311.816   MT  0.99993687   -2 20 32.0
 NZ1319;SPC OR S     -   373,586.87  4,000,366.85   iFT  0.99993687   -2 20 32.0
 NZ1319;UTM  10      - 4,721,262.417   424,284.093   MT  0.99967053   -0 37 32.3
 NZ1319
 NZ1319                          SUPERSEDED SURVEY CONTROL
 NZ1319
 NZ1319  NAD 83(1986)-  42 38 24.32277(N)    123 55 24.83310(W) AD(       ) 4
 NZ1319  NAD 27      -  42 38 24.92400(N)    123 55 20.53000(W) AD(       ) 3
 NZ1319
 NZ1319.Superseded values are not recommended for survey control.
 NZ1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1319.See file dsdata.txt to determine how the superseded data were derived.
 NZ1319
 NZ1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN2428421262(NAD 83)
 NZ1319
 NZ1319  HISTORY     - Date     Condition        Report By
 NZ1319  HISTORY     - 1942     MONUMENTED       CGS
 NZ1319
 NZ1319                          STATION DESCRIPTION
 NZ1319
 NZ1319'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JCS)
 NZ1319'STATION IS THE CENTER OF THE FOREST SERVICE LOOKOUT HOUSE ON
 NZ1319'BOBS GARDEN MOUNTAIN IN THE SISKIYOU NATIONAL FOREST.  IT IS
 NZ1319'ABOUT 8 MILES, AIR LINE, NE OF AGNESS AND 12 MILES SE OF CHINA
 NZ1319'FLAT, IN T. 34 S., R. 10 W.
 NZ1319'
 NZ1319'THE STATION WAS NOT VISITED DUE TO ITS INACCESSIBILITY, AND
 NZ1319'WAS VIEWED FROM A GREAT DISTANCE BY THIS OBSERVER.  IT APPEARED TO
 NZ1319'BE A SQUARE HOUSE WITH A PYRAMIDAL ROOF, BUILT DIRECTLY ON THE
 NZ1319'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH1439 ***********************************************************************
 OH1439  DESIGNATION -  BOHANA
 OH1439  PID         -  OH1439
 OH1439  STATE/COUNTY-  OR/MALHEUR
 OH1439  USGS QUAD   -  SOUTH MOUNTAIN (1990)
 OH1439
 OH1439                         *CURRENT SURVEY CONTROL
 OH1439  ___________________________________________________________________
 OH1439* NAD 83(1991)-  43 46 19.57604(N)    117 47 45.72923(W)     ADJUSTED  
 OH1439* NAVD 88     -      1054.8    (meters)    3461.     (feet)  VERTCON   
 OH1439  ___________________________________________________________________
 OH1439  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 OH1439  GEOID HEIGHT-         -17.96  (meters)                     GEOID03
 OH1439  HORZ ORDER  -  SECOND
 OH1439
 OH1439.The horizontal coordinates were established by classical geodetic methods
 OH1439.and adjusted by the National Geodetic Survey in October 1991.
 OH1439
 OH1439.The NAVD 88 height was computed by applying the VERTCON shift value to
 OH1439.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OH1439
 OH1439.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1439
 OH1439.The geoid height was determined by GEOID03.
 OH1439
 OH1439;                    North         East     Units Scale Factor Converg.
 OH1439;SPC OR S     -   237,396.883 1,717,654.380   MT  0.99995007   +1 50 59.7
 OH1439;SPC OR S     -   778,861.16  5,635,349.02   iFT  0.99995007   +1 50 59.7
 OH1439;UTM  11      - 4,846,869.379   435,934.657   MT  0.99965048   -0 33 02.6
 OH1439
 OH1439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1439!SPC OR S     -   0.99983744  x   0.99995007  =   0.99978752
 OH1439!UTM  11      -   0.99983744  x   0.99965048  =   0.99948798
 OH1439
 OH1439:                Primary Azimuth Mark                     Grid Az
 OH1439:SPC OR S     -  BLACK                                    291 36 39.9
 OH1439:UTM  11      -  BLACK                                    294 00 42.2
 OH1439
 OH1439|---------------------------------------------------------------------|
 OH1439| PID    Reference Object                     Distance      Geod. Az  |
 OH1439|                                                           dddmmss.s |
 OH1439| OH1438 BLACK                               APPROX. 7.7 KM 2932739.6 |
 OH1439|---------------------------------------------------------------------|
 OH1439
 OH1439                          SUPERSEDED SURVEY CONTROL
 OH1439
 OH1439  NAD 83(1986)-  43 46 19.57339(N)    117 47 45.71954(W) AD(       ) 2
 OH1439  NGVD 29 (01/12/90) 1053.7    (m)         3457.     (f) VERT ANG    3  
 OH1439
 OH1439.Superseded values are not recommended for survey control.
 OH1439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1439.See file dsdata.txt to determine how the superseded data were derived.
 OH1439
 OH1439_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ3593546869(NAD 83)
 OH1439_MARKER: DS = TRIANGULATION STATION DISK
 OH1439_SETTING: 80 = SET IN A BOULDER
 OH1439_SP_SET: SET IN DRILL HOLE IN A BOULDER
 OH1439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH1439+STABILITY: SURFACE MOTION
 OH1439
 OH1439  HISTORY     - Date     Condition        Report By
 OH1439  HISTORY     - 1973     MONUMENTED       USGS
 OH1439
 OH1439                          STATION DESCRIPTION
 OH1439
 OH1439'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 OH1439'LOCATED ABOUT 14.4 MI NE. OF JUNTURA, ABOUT 11.4 MI SW. OF
 OH1439'HARPER, 0.3 MI S. OF U.S. HWY. 20.  ON FIRST BARE TOP OF HWY., E.
 OH1439'OF GOLD CREEK.
 OH1439'
 OH1439'TO REACH FROM JUNTURA, DRIVE 19 MI E. ON U.S. HWY. 20 TO A POINT
 OH1439'200 FT. E. OF BRIDGE ACROSS GOLD CREEK.  TURN RIGHT (S.) THROUGH
 OH1439'GATE IN FENCE ON SOUTH SIDE OF HWY. AND TAKE 4-WHEEL DRIVE SE. ON
 OH1439'DIM TRAIL THAT GOES ABRUPTLY UP NOSE OF RIDGE THAT IS JUST S. OF
 OH1439'GATE.  GO S. CROSS-COUNTRY GAINING ALL POSSIBLE ELEVATION AND
 OH1439'CROSS DEEP WASH TO FIRST RIDGE S. OF WASH.  TURN LEFT (E.) AND
 OH1439'FOLLOW TOP OF RIDGE TO SADDLE.  TURN LEFT AND GO ALONG TOP OF
 OH1439'RIDGE 0.2 MI N. TO LARGE ROCK OUTCROP AND END OF TRUCK TRAVEL.
 OH1439'PACK N. ALONG RIDGE ABOUT 300 FT. TO ROCKY TOP AND STATION.
 OH1439'
 OH1439'STATION MARK--STANDARD TABLET STAMPED---BOHANA 1973---, CRIMPED ON
 OH1439'COPPERWELD ROD ENCASED IN 6-INCH TILE CEMENTED IN FRACTURED ROCK
 OH1439'FLUSH WITH GROUND.
 OH1439'
 OH1439'RM 1--STANDARD RM TABLET STAMPED---BOHANA NO 1 1973---, CEMENTED IN
 OH1439'ROCK OUTCROP 2.9 FT. LOWER THAN STATION.
 OH1439'
 OH1439'RM 2--STANDARD RM TABLET STAMPED---BOHANA NO 2 1973---, CEMENTED IN
 OH1439'ROCK OUTCROP 1.1 FT. LOWER THAN STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2437 ***********************************************************************
 QE2437  DESIGNATION -  BOIL
 QE2437  PID         -  QE2437
 QE2437  STATE/COUNTY-  OR/LINCOLN
 QE2437  USGS QUAD   -  DEPOE BAY (1984)
 QE2437
 QE2437                         *CURRENT SURVEY CONTROL
 QE2437  ___________________________________________________________________
 QE2437* NAD 83(1991)-  44 49 37.13079(N)    124 03 57.40156(W)     ADJUSTED  
 QE2437* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 QE2437  ___________________________________________________________________
 QE2437  LAPLACE CORR-          21.46  (seconds)                    DEFLEC99
 QE2437  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 QE2437  HORZ ORDER  -  THIRD
 QE2437
 QE2437.The horizontal coordinates were established by classical geodetic methods
 QE2437.and adjusted by the National Geodetic Survey in October 1991.
 QE2437
 QE2437.The orthometric height was scaled from a topographic map.
 QE2437
 QE2437.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2437
 QE2437.The geoid height was determined by GEOID03.
 QE2437
 QE2437;                    North         East     Units Scale Factor Converg.
 QE2437;SPC OR N     -   135,157.890 2,218,107.919   MT  0.99991227   -2 31 44.1
 QE2437;SPC OR N     -   443,431.40  7,277,256.95   iFT  0.99991227   -2 31 44.1
 QE2437;UTM  10      - 4,964,283.068   415,734.741   MT  0.99968731   -0 45 05.4
 QE2437
 QE2437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2437!SPC OR N     -   1.00000231  x   0.99991227  =   0.99991458
 QE2437!UTM  10      -   1.00000231  x   0.99968731  =   0.99968962
 QE2437
 QE2437|---------------------------------------------------------------------|
 QE2437| PID    Reference Object                     Distance      Geod. Az  |
 QE2437|                                                           dddmmss.s |
 QE2437| QE1161 BALD                                372.762 METERS 00357     |
 QE2437| QE2436 BALD A                              175.499 METERS 03249     |
 QE2437| QE2418 RATE                                APPROX. 1.2 KM 1670514.0 |
 QE2437| CD9621 BOIL WP                               1.753 METERS 19057     |
 QE2437| CD9619 BOIL RM 1                            16.788 METERS 20235     |
 QE2437| CD9620 BOIL RM 2                            17.145 METERS 27807     |
 QE2437|---------------------------------------------------------------------|
 QE2437
 QE2437                          SUPERSEDED SURVEY CONTROL
 QE2437
 QE2437  NAD 83(1986)-  44 49 37.15540(N)    124 03 57.45122(W) AD(       ) 3
 QE2437  NAD 83(1986)-  44 49 37.30994(N)    124 03 57.42288(W) AD(       ) 3
 QE2437  NAD 27      -  44 49 37.86700(N)    124 03 53.02000(W) AD(       ) 3
 QE2437
 QE2437.Superseded values are not recommended for survey control.
 QE2437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2437.See file dsdata.txt to determine how the superseded data were derived.
 QE2437
 QE2437_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ1573564283(NAD 83)
 QE2437_MARKER: Z = SEE DESCRIPTION
 QE2437_SETTING: 0 = UNSPECIFIED SETTING
 QE2437_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QE2437+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2005
 QE2437
 QE2437  HISTORY     - Date     Condition        Report By
 QE2437  HISTORY     - 1952     MONUMENTED       CGS
 QE2437  HISTORY     - 1972     SEE DESCRIPTION  NGS
 QE2437  HISTORY     - 20050503 GOOD             USPSQD
 QE2437
 QE2437                          STATION DESCRIPTION
 QE2437
 QE2437'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HGC)
 QE2437'STATION IS ABOUT 1.1 MILES N OF U.S. HIGHWAY 101 DEPOE BAY
 QE2437'BRIDGE, AT THE S ENTRANCE TO BOILER BAY STATE PARK.  IT IS W
 QE2437'OF THE INTERSECTION OF THE HIGHWAY AND THE PARK ROAD, 3 FEET
 QE2437'W OF THE BLACKTOP SURFACE, 18 FEET E OF THE BANK.
 QE2437'
 QE2437'STATION MARK IS A STANDARD TRAVERSE DISK, STAMPED BOIL 1952,
 QE2437'WHICH IS SET IN THE TOP OF A 30-INCH DEEP CONCRETE MASS.  IT IS
 QE2437'FLUSH WITH THE GROUND.
 QE2437'
 QE2437'REFERENCE MARK 1 IS A STANDARD REFERENCE DISK, STAMPED BOIL
 QE2437'NO 1 1952, SET IN THE TOP OF A 30-INCH DEEP CONCRETE MASS WHICH
 QE2437'PROJECTS ABOUT 6 INCHES FROM THE GROUND IN A GRASSY AREA.  SLOPE
 QE2437'DISTANCE TO REFERENCE MARK 1 IS 16.835 METERS, 55.23 FEET.
 QE2437'
 QE2437'REFERENCE MARK 2 IS A STANDARD REFERENCE DISK, STAMPED BOIL
 QE2437'NO 2 1952, WHICH IS CEMENTED IN A DRILL HOLE IN THE ROCK LEDGE
 QE2437'W OF THE STATION.  SLOPE DISTANCE TO REFERENCE MARK 2 IS 18.088
 QE2437'METERS, 59.35 FEET.
 QE2437'
 QE2437'WITNESS POST IS A WHITE 4 BY 4 MARKED U.S. TRIANGULATION STATION.
 QE2437
 QE2437                          STATION RECOVERY (1972)
 QE2437
 QE2437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 QE2437'REFERENCE MARK NO. 2 WAS RECOVERED IN GOOD CONDITION AS
 QE2437'DESCRIBED.  THE STATION MARK, AND REFERENCE MARK NO. 1 WERE
 QE2437'SEARCHED FOR BUT NOT RECOVERED.  THE ROAD TO THE PARK HAS BEEN
 QE2437'IMPROVED, AND THE MARKS MAY BE UNDER THE PAVED ROAD.
 QE2437'
 QE2437'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QE2437'1 MILE NORTH OF DEPOE BAY.
 QE2437
 QE2437                          STATION RECOVERY (2005)
 QE2437
 QE2437'RECOVERY NOTE BY US POWER SQUADRON 2005 (LLS)
 QE2437'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2417 ***********************************************************************
 QE2417  DESIGNATION -  BOILER BAY HOUSE CHIMNEY
 QE2417  PID         -  QE2417
 QE2417  STATE/COUNTY-  OR/LINCOLN
 QE2417  USGS QUAD   -  DEPOE BAY (1984)
 QE2417
 QE2417                         *CURRENT SURVEY CONTROL
 QE2417  ___________________________________________________________________
 QE2417* NAD 83(1991)-  44 50 09.50998(N)    124 03 28.85863(W)     ADJUSTED  
 QE2417* NAVD 88     -              **(meters)            **(feet)            
 QE2417  ___________________________________________________________________
 QE2417  LAPLACE CORR-          21.28  (seconds)                    DEFLEC99
 QE2417  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 QE2417  HORZ ORDER  -  THIRD
 QE2417
 QE2417.The horizontal coordinates were established by classical geodetic methods
 QE2417.and adjusted by the National Geodetic Survey in October 1991.
 QE2417
 QE2417
 QE2417.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2417
 QE2417.The geoid height was determined by GEOID03.
 QE2417
 QE2417;                    North         East     Units Scale Factor Converg.
 QE2417;SPC OR N     -   136,128.713 2,218,778.278   MT  0.99991136   -2 31 23.9
 QE2417;SPC OR N     -   446,616.51  7,279,456.29   iFT  0.99991136   -2 31 23.9
 QE2417;UTM  10      - 4,965,273.993   416,374.523   MT  0.99968599   -0 44 45.7
 QE2417
 QE2417                          SUPERSEDED SURVEY CONTROL
 QE2417
 QE2417  NAD 83(1986)-  44 50 09.53403(N)    124 03 28.90828(W) AD(       ) 4
 QE2417  NAD 83(1986)-  44 50 09.68739(N)    124 03 28.87824(W) AD(       ) 4
 QE2417  NAD 27      -  44 50 10.25000(N)    124 03 24.47000(W) AD(       ) 3
 QE2417
 QE2417.Superseded values are not recommended for survey control.
 QE2417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2417.See file dsdata.txt to determine how the superseded data were derived.
 QE2417
 QE2417_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ1637565274(NAD 83)
 QE2417
 QE2417  HISTORY     - Date     Condition        Report By
 QE2417  HISTORY     - 1952     MONUMENTED       CGS
 QE2417
 QE2417                          STATION DESCRIPTION
 QE2417
 QE2417'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HGC)
 QE2417'STATION IS ON THE FIRST POINT N OF BOILER BAY.  IT IS THE SW CORNER
 QE2417'OF THE LARGEST CHIMNEY OF A LONE, PROMINENT WHITE HOUSE, SET IN
 QE2417'A LARGE PRIVATE ESTATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2312 ***********************************************************************
 QE2312  DESIGNATION -  BOISE
 QE2312  PID         -  QE2312
 QE2312  STATE/COUNTY-  OR/POLK
 QE2312  USGS QUAD   -  FANNO RIDGE (1974)
 QE2312
 QE2312                         *CURRENT SURVEY CONTROL
 QE2312  ___________________________________________________________________
 QE2312* NAD 83(1991)-  44 47 49.23074(N)    123 32 35.74944(W)     ADJUSTED  
 QE2312* NAVD 88     -       986.1    (meters)    3235.     (feet)  VERTCON   
 QE2312  ___________________________________________________________________
 QE2312  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 QE2312  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 QE2312  HORZ ORDER  -  FIRST
 QE2312
 QE2312.The horizontal coordinates were established by classical geodetic methods
 QE2312.and adjusted by the National Geodetic Survey in October 1991.
 QE2312
 QE2312.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE2312.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE2312
 QE2312.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2312
 QE2312.The geoid height was determined by GEOID03.
 QE2312
 QE2312;                    North         East     Units Scale Factor Converg.
 QE2312;SPC OR N     -   130,139.647 2,259,279.823   MT  0.99991551   -2 09 29.7
 QE2312;SPC OR N     -   426,967.35  7,412,335.38   iFT  0.99991551   -2 09 29.7
 QE2312;UTM  10      - 4,960,544.558   457,031.586   MT  0.99962270   -0 22 58.0
 QE2312
 QE2312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2312!SPC OR N     -   0.99984879  x   0.99991551  =   0.99976431
 QE2312!UTM  10      -   0.99984879  x   0.99962270  =   0.99947154
 QE2312
 QE2312|---------------------------------------------------------------------|
 QE2312| PID    Reference Object                     Distance      Geod. Az  |
 QE2312|                                                           dddmmss.s |
 QE2312| CD9622 BOISE RM 1                           10.059 METERS 20631     |
 QE2312| QE2311 MONMOUTH PK BOISE CASCADE MAST       25.008 METERS 22904     |
 QE2312| CD9624 BOISE RM 3 AZIMUTH                                 3135256.1 |
 QE2312| CD9623 BOISE RM 2                           11.198 METERS 32319     |
 QE2312| QE2313 MONMOUTH PEAK LOT=RM 1               10.712 METERS 33721     |
 QE2312|---------------------------------------------------------------------|
 QE2312
 QE2312                          SUPERSEDED SURVEY CONTROL
 QE2312
 QE2312  NAD 83(1986)-  44 47 49.25817(N)    123 32 35.76955(W) AD(       ) 1
 QE2312  NAD 27      -  44 47 49.83601(N)    123 32 31.38514(W) AD(       ) 1
 QE2312  NGVD 29 (07/19/86)  985.0    (m)         3232.     (f) VERT ANG    3  
 QE2312
 QE2312.Superseded values are not recommended for survey control.
 QE2312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2312.See file dsdata.txt to determine how the superseded data were derived.
 QE2312
 QE2312_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ5703260545(NAD 83)
 QE2312_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QE2312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE2312_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QE2312
 QE2312  HISTORY     - Date     Condition        Report By
 QE2312  HISTORY     - 1972     MONUMENTED       NGS
 QE2312  HISTORY     - 1989     GOOD             USPSQD
 QE2312
 QE2312                          STATION DESCRIPTION
 QE2312
 QE2312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LDF)
 QE2312'THE STATION IS ABOUT 9.1 MILES SOUTHEAST OF VALSETZ, 8.3 MILES
 QE2312'NORTHWEST OF KINGS VALLEY, 7.0 MILES SOUTHWEST OF FALLS CITY.  AND
 QE2312'LOCATED ON OREGON STATE FORESTRY PROPERTY IN THE SE 1/4, SECTION
 QE2312'9, T-9-S, R-7-W, WILLAMETTE MERIDIAN.  PERMISSION TO ENTER MAY BE
 QE2312'OBTAINED AT THEIR OFFICE, 303 RIVER DRIVE, DALLAS, OREGON.
 QE2312'
 QE2312'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 51 AND
 QE2312'U.S. HIGHWAY 99W IN MONMOUTH GO WEST ON MAIN STREET FOR 0.55 MILE
 QE2312'TO A CROSS STREET.  TURN LEFT AND GO SOUTH AND THEN WEST AS PER
 QE2312'SIGN TO FALLS CITY AND KINGS VALLEY FOR 7.25 MILES TO THE JUNCTION
 QE2312'OF STATE HIGHWAY 223.  TURN LEFT AND GO SOUTH ON STATE HIGHWAY
 QE2312'223 AS PER SIGN PEDEE AND KINGS VALLEY FOR 5.0 MILES TO A SIDE
 QE2312'ROAD RIGHT AT A SIGN FIR GROVE ROAD.  TURN RIGHT AND GO
 QE2312'WESTERLY ON FIR GROVE ROAD FOR 1.6 MILES TO A FORKED JUNCTION
 QE2312'WITH PEDEE CREEK ROAD.  TURN LEFT AND GO SOUTHERLY ON PEDEE
 QE2312'CREEK ROAD FOR 1.85 MILES TO A SIDE ROAD RIGHT AT A SIGN BALD
 QE2312'MT ROAD.  TURN RIGHT AND GO WESTERLY AS PER SIGN ON BALD
 QE2312'MOUNTAIN ROAD FOR 2.8 MILES TO A FORK.  KEEP THE LEFT FORK AND
 QE2312'CONTINUE UP-HILL FOR 0.8 MILE TO A SIDE ROAD ON THE LEFT.
 QE2312'CONTINUE STRAIGHT AHEAD WESTERLY UP-HILL FOR 1.1 MILES TO A
 QE2312'FORK.  TAKE THE LEFT FORK AND GO SOUTH AND THEN WESTERLY AGAIN
 QE2312'UPHILL PAST A ROCK PIT ON THE RIGHT FOR 0.35 MILE TO A FORK.
 QE2312'KEEP THE RIGHT FORK AND CONTINUE WESTERLY FOR 1.25 MILES TO A
 QE2312'CROSSROAD.  CONTINUE STRAIGHT AHEAD WESTERLY FOR 0.65 MILE TO A
 QE2312'SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTHERLY FOLLOWING
 QE2312'SEVERAL SWITCHBACKS UP-HILL FOR 0.75 MILE TO A CURVE IN THE
 QE2312'ROAD.  RM 3 IS APPROXIMATELY 250 FEET NORTH OF THE ROAD.
 QE2312'CONTINUE UP-HILL FOR 0.25 MILE TO THE LOOKOUT TOWER AND THE
 QE2312'STATION SITE JUST SOUTH OF THE TOWER.
 QE2312'
 QE2312'THE STATION MARKS ARE STANDARD NATIONAL GEODETIC SURVEY DISKS
 QE2312'THAT ARE STAMPED BOISE 1972.  THE SURFACE DISK IS SET IN THE
 QE2312'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 QE2312'2 INCHES.  THE STATION IS 44.8 FEET NORTHWEST OF THE WEST CORNER
 QE2312'OF A WOODEN BUILDING, AND 24.4 FEET SOUTHEAST OF THE
 QE2312'SOUTHWESTERLY LEG OF THE LOOKOUT TOWER.  THE UNDERGROUND STATION
 QE2312'DISK IS SET APPROXIMATELY 42 INCHES BELOW THE GROUND SURFACE.
 QE2312'
 QE2312'REFERENCE MARK 1, A STANDARD NATIONAL GEODETIC SURVEY REFERENCE
 QE2312'MARK DISK STAMPED BOISE NO 1 1972, IS CEMENTED IN A DRILL HOLE
 QE2312'IN THE TOP OF A CONCRETE ANTENNA ANCHOR PAD.  THE DISK IS 52.0
 QE2312'FEET SOUTH OF A METAL WITNESS POST WITH SIGN, 25.0 FEET WEST OF
 QE2312'THE WEST CORNER OF THE ABOVE MENTIONED WOODEN BUILDING, AND
 QE2312'ABOUT 2 FEET LOWER THAN THE STATION.
 QE2312'
 QE2312'REFERENCE MARK 2, A STANDARD NATIONAL GEODETIC SURVEY REFERENCE
 QE2312'MARK DISK STAMPED BOISE NO 2 1972, IS CEMENTED IN A DRILL HOLE
 QE2312'IN THE TOP OF A CONCRETE FOOTING FOR THE SOUTHWEST LEG OF THE
 QE2312'LOOKOUT TOWER.  THE DISK IS 13.8 FEET WEST OF A METAL WITNESS
 QE2312'POST WITH SIGN, AND 1.5 FEET HIGHER THAN THE STATION.
 QE2312'
 QE2312'REFERENCE MARK 3, A STANDARD NATIONAL GEODETIC SURVEY REFERENCE
 QE2312'MARK DISK STAMPED BOISE NO 3 1972, IS CEMENTED IN A DRILL HOLE
 QE2312'IN THE TOP OF A 5X5-FOOT OUTCROPPING BOULDER THAT PROJECTS ABOUT
 QE2312'2 FEET.  THE DISK IS ABOUT 250 FEET NORTH OF THE CENTER OF THE
 QE2312'ROAD, AND 7.7 FEET EAST-NORTHEAST OF A METAL WITNESS POST WITH
 QE2312'SIGN.
 QE2312'
 QE2312'AN ADDITIONAL REFERENCE MARK WAS FOUND CENTERED UNDER THE
 QE2312'LOOKOUT TOWER AND ASSUMED TO BE THE INTERSECTION STATION
 QE2312'MONMOUTH PEAK LOT.  THE REFERENCE MARK, A U.S. ARMY, CORPS OF
 QE2312'ENGINEERS DISK STAMPED RM 1, IS SET IN THE TOP OF A 16-INCH
 QE2312'SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND
 QE2312'SURFACE.  THE DISK IS 10.8 FEET NORTHWEST OF THE METAL WITNESS
 QE2312'POST.
 QE2312'
 QE2312'THE TRAVERSE DISTANCE TO RM 1 (USE) IS REDUCED TO SEA LEVEL.
 QE2312
 QE2312                          STATION RECOVERY (1989)
 QE2312
 QE2312'RECOVERY NOTE BY US POWER SQUADRON 1989 (SRH)
 QE2312'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1263 ***********************************************************************
 NZ1263  DESIGNATION -  BOLAN MTN LOOKOUT HOUSE
 NZ1263  PID         -  NZ1263
 NZ1263  STATE/COUNTY-  OR/JOSEPHINE
 NZ1263  USGS QUAD   -  OREGON CAVES (1986)
 NZ1263
 NZ1263                         *CURRENT SURVEY CONTROL
 NZ1263  ___________________________________________________________________
 NZ1263* NAD 83(1991)-  42 00 58.14521(N)    123 27 33.84591(W)     ADJUSTED  
 NZ1263* NAVD 88     -              **(meters)            **(feet)            
 NZ1263  ___________________________________________________________________
 NZ1263  LAPLACE CORR-           9.79  (seconds)                    DEFLEC99
 NZ1263  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 NZ1263  HORZ ORDER  -  THIRD
 NZ1263
 NZ1263.The horizontal coordinates were established by classical geodetic methods
 NZ1263.and adjusted by the National Geodetic Survey in October 1991.
 NZ1263
 NZ1263
 NZ1263.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ1263
 NZ1263.The geoid height was determined by GEOID03.
 NZ1263
 NZ1263;                    North         East     Units Scale Factor Converg.
 NZ1263;SPC OR S     -    43,154.610 1,254,901.085   MT  1.00009491   -2 01 28.8
 NZ1263;SPC OR S     -   141,583.37  4,117,129.54   iFT  1.00009491   -2 01 28.8
 NZ1263;SPC CA 1     -   798,924.238 1,879,110.628   MT  1.00010758   -0 57 15.4
 NZ1263;SPC CA 1     - 2,621,137.27  6,165,048.79   sFT  1.00010758   -0 57 15.4
 NZ1263;UTM  10      - 4,651,671.574   461,963.028   MT  0.99961780   -0 18 27.0
 NZ1263
 NZ1263                          SUPERSEDED SURVEY CONTROL
 NZ1263
 NZ1263  NAD 83(1986)-  42 00 58.14196(N)    123 27 33.84875(W) AD(       ) 4
 NZ1263  NAD 27      -  42 00 58.71800(N)    123 27 29.63200(W) AD(       ) 3
 NZ1263
 NZ1263.Superseded values are not recommended for survey control.
 NZ1263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1263.See file dsdata.txt to determine how the superseded data were derived.
 NZ1263
 NZ1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM6196351672(NAD 83)
 NZ1263
 NZ1263  HISTORY     - Date     Condition        Report By
 NZ1263  HISTORY     - 1952     MONUMENTED       CGS
 NZ1263
 NZ1263                          STATION DESCRIPTION
 NZ1263
 NZ1263'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 NZ1263'THE STATION IS LOCATED ABOUT 13 MILES AIRLINE EAST SOUTHEAST OF
 NZ1263'OBRIEN, 6.5 MILES SOUTH SOUTHWEST OF THE OREGON CAVES, ON A HIGH
 NZ1263'SHARP PEAK LOCALLY KNOWN AS ALTHOUSE MOUNTAIN.
 NZ1263'
 NZ1263'THE LOOKOUT IS A LOW ONE STORY BUILDING WITH A CUPOLA ON TOP.  IT
 NZ1263'IS ABOUT 1/2 MILE NORTH OF STATION ALTHOUSE (USGS).  THE CENTER
 NZ1263'OF THE TOP OF THE HOUSE WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1322 ***********************************************************************
 NZ1322  DESIGNATION -  BOLIVER
 NZ1322  PID         -  NZ1322
 NZ1322  STATE/COUNTY-  OR/COOS
 NZ1322  USGS QUAD   -  MOUNT BOLIVAR (1990)
 NZ1322
 NZ1322                         *CURRENT SURVEY CONTROL
 NZ1322  ___________________________________________________________________
 NZ1322* NAD 83(1991)-  42 47 30.37445(N)    123 50 10.54651(W)     ADJUSTED  
 NZ1322* NAVD 88     -      1310.9    (meters)    4301.     (feet)  VERTCON   
 NZ1322  ___________________________________________________________________
 NZ1322  LAPLACE CORR-           3.90  (seconds)                    DEFLEC99
 NZ1322  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 NZ1322  HORZ ORDER  -  SECOND
 NZ1322
 NZ1322.The horizontal coordinates were established by classical geodetic methods
 NZ1322.and adjusted by the National Geodetic Survey in October 1991.
 NZ1322
 NZ1322.The NAVD 88 height was computed by applying the VERTCON shift value to
 NZ1322.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NZ1322
 NZ1322.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ1322
 NZ1322.The geoid height was determined by GEOID03.
 NZ1322
 NZ1322;                    North         East     Units Scale Factor Converg.
 NZ1322;SPC OR S     -   130,415.228 1,227,136.139   MT  0.99991611   -2 16 57.0
 NZ1322;SPC OR S     -   427,871.48  4,026,037.20   iFT  0.99991611   -2 16 57.0
 NZ1322;UTM  10      - 4,738,030.783   431,607.675   MT  0.99965754   -0 34 05.3
 NZ1322
 NZ1322!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NZ1322!SPC OR S     -   0.99979825  x   0.99991611  =   0.99971438
 NZ1322!UTM  10      -   0.99979825  x   0.99965754  =   0.99945586
 NZ1322
 NZ1322                          SUPERSEDED SURVEY CONTROL
 NZ1322
 NZ1322  NAD 83(1986)-  42 47 30.36055(N)    123 50 10.56953(W) AD(       ) 2
 NZ1322  NAD 27      -  42 47 30.95700(N)    123 50 06.26800(W) AD(       ) 2
 NZ1322  NGVD 29 (07/19/86) 1309.8    (m)         4297.     (f) VERT ANG    3  
 NZ1322
 NZ1322.Superseded values are not recommended for survey control.
 NZ1322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1322.See file dsdata.txt to determine how the superseded data were derived.
 NZ1322
 NZ1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN3160838031(NAD 83)
 NZ1322_MARKER: Z = SEE DESCRIPTION
 NZ1322_SETTING: 0 = UNSPECIFIED SETTING
 NZ1322_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ1322
 NZ1322  HISTORY     - Date     Condition        Report By
 NZ1322  HISTORY     - 1907     MONUMENTED       USGS
 NZ1322  HISTORY     - 1934     SEE DESCRIPTION  ORGS
 NZ1322  HISTORY     - 1937     SEE DESCRIPTION  CGS
 NZ1322  HISTORY     - 1938     SEE DESCRIPTION  CGS
 NZ1322
 NZ1322                          STATION DESCRIPTION
 NZ1322
 NZ1322'DESCRIBED BY US GEOLOGICAL SURVEY 1907 (JSH)
 NZ1322'LOCATED ON A HIGH ROCKY SUMMIT SOME 25 MILES BY TRAIL, A LITTLE
 NZ1322'SW OF CAMAS VALLEY POST OFFICE, AND ABOUT 20 MILES BY TRAIL W OF
 NZ1322'WEST FORK STATION ON THE SOUTHERN PACIFIC RAILROAD.
 NZ1322'
 NZ1322'THE STATION IS MARKED AT THE SURFACE BY A BRONZE DISK IN A
 NZ1322'DEPRESSION IN A BOULDER, AND UNDERGROUND, ABOUT 6 INCHES DEEP,
 NZ1322'BY A COPPER BOLT 1 BY 6 INCHES, WHICH IS AN OLD MARK OF THE
 NZ1322'U.S. GEOLOGICAL SURVEY.
 NZ1322'
 NZ1322'TWO REFERENCE MARKS, EACH A COPPER BOLT IN A LARGE BOULDER, ARE,
 NZ1322'RESPECTIVELY, 6.1 METERS (20.0 FEET) SE FROM THE STATION AND
 NZ1322'7.6 METERS (25.0 FEET) SW.
 NZ1322
 NZ1322                          STATION RECOVERY (1934)
 NZ1322
 NZ1322'RECOVERY NOTE BY OREGON GEODETIC SURVEY 1934
 NZ1322'STATION RECOVERED AS PREVIOUSLY DESCRIBED.  STATION MARKS IN GOOD
 NZ1322'CONDITION.  NO TRACE OF THE REFERENCE MARKS COULD BE FOUND.  LOSS
 NZ1322'PROBABLY DUE TO WEATHERING OF ROCK THAT THEY WERE PLACED IN.
 NZ1322'
 NZ1322'THIS STATION MAY BE REACHED BY A FOREST SERVICE ROAD.  LEAVE
 NZ1322'PACIFIC HIGHWAY AT THE TOWN OF GLENDALE, OREGON, THENCE VIA REUBEN
 NZ1322'SPUR TO A POINT 1/2 MILE FROM SUMMIT OF MOUNTAIN.  SUMMIT OCCUPIED
 NZ1322'BY A FOREST SERVICE LOOKOUT STATION.  BEARING FROM STATION TO
 NZ1322'CENTER OF LOOKOUT HOUSE--S. 82 DEG 38 MIN E. DISTANT 8.31 FEET.
 NZ1322
 NZ1322                          STATION RECOVERY (1937)
 NZ1322
 NZ1322'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (LAM)
 NZ1322'LOCATED ON HIGH ROCKY SUMMIT OF MOUNT BOLIVER, ON COOS-CURRY
 NZ1322'COUNTY LINE, ABOUT 12 MILES, AIR LINE, W OF WEST FORK STATION
 NZ1322'(DOTHAN POST OFFICE), POINT ON SOUTHERN PACIFIC COMPANY RAILROAD.
 NZ1322'
 NZ1322'STATION IS MARKED BY A 1-INCH COPPER BOLT WITH INSCRIBED TRIANGLE
 NZ1322'AND LETTERED U.S.G.S., SET IN SOLID ROCK 6 INCHES
 NZ1322'UNDERGROUND.  ORIGINALLY INSTALLED IN 1896.  IN 1907 SURFACE MARK
 NZ1322'CONSISTING OF OLD-TYPE U.S.C. AND G.S. DISK WAS INSTALLED IN ROCK
 NZ1322'12 INCHES SQUARE, EXACTLY OVER BOLT.  STATION IS ALMOST UNDER W
 NZ1322'EDGE OF LOOKOUT HOUSE.
 NZ1322'
 NZ1322'TWO REFERENCE MARKS, EACH A COPPER BOLT IN A LARGE ROCK, COULD
 NZ1322'NOT BE FOUND IN 1934 AND MAY HAVE BEEN DESTROYED.
 NZ1322'
 NZ1322'FOREST ROADS LEAD TO WITHIN 0.75 MILE, AIR LINE, OF
 NZ1322'SUMMIT.  DRIVING DISTANCE IS ABOUT 41 MILES FROM PACIFIC HIGHWAY
 NZ1322'(U.S. HIGHWAY 99) AT POINT NEAR GLENDALE.
 NZ1322
 NZ1322                          STATION RECOVERY (1938)
 NZ1322
 NZ1322'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (ACT)
 NZ1322'STATION AND REFERENCE MARKS RECOVERED.  STATION IS LOCATED IN THE
 NZ1322'SHASTA NATIONAL FOREST ON BOLIVAR MOUNTAIN, 100 YARDS N OF THE
 NZ1322'LOOKOUT TOWER (OLD).  A NEW LOOKOUT TOWER BUILT IN 1932 IS ABOUT
 NZ1322'1-3/4 MILES NW OF STATION ON THE SAME RIDGE BUT CANNOT BE SEEN
 NZ1322'FROM STATION.
 NZ1322'
 NZ1322'TO REACH STATION FROM CALLAHAN TURN S ON ROAD AT STANDARD OIL
 NZ1322'SERVICE STATION.  FOLLOW THIS ROAD UPHILL AND S ABOUT 1
 NZ1322'MILE.  THENCE LEFT FORK ON MC KEEN MINE SIGN, AND CONTINUE S ON
 NZ1322'ROAD ABOUT 3 MILES TO TOP OF DIVIDE.  THENCE LEFT ON ROAD UP RIDGE
 NZ1322'FOR 0.8 MILE TO ITS END AND END OF TRUCK TRAVEL.  FROM HERE, AT
 NZ1322'THE BOLIVAR LOOKOUT AND BOULDER LAKES TRAIL SIGN, PACK UP TRAIL
 NZ1322'S FOR 2-1/2 MILES TO BOLIVAR LOOKOUT SIGN, CONTINUE STRAIGHT
 NZ1322'AHEAD S FOR 1 MILE TO ANOTHER SIGN ON FIR TREE BOLIVAR LOOKOUT
 NZ1322'(TRAIL LEADING TO THE OLD LOOKOUT).  FOLLOW TRAIL UP STEEP
 NZ1322'HILL TO STATION.  DISTANCE TO STATION FROM END OF TRUCK
 NZ1322'TRAVEL IS 7 MILES.  A 3-1/2-HOUR PACK.
 NZ1322'
 NZ1322'PACK ANIMALS CAN BE OBTAINED FROM JOHN OWENS AT CALLAHAN.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1321 ***********************************************************************
 NZ1321  DESIGNATION -  BOLIVER 2
 NZ1321  PID         -  NZ1321
 NZ1321  STATE/COUNTY-  OR/COOS
 NZ1321  USGS QUAD   -  MOUNT BOLIVAR (1990)
 NZ1321
 NZ1321                         *CURRENT SURVEY CONTROL
 NZ1321  ___________________________________________________________________
 NZ1321* NAD 83(1991)-  42 47 30.35725(N)    123 50 10.74185(W)     ADJUSTED  
 NZ1321* NAVD 88     -      1317.0    (meters)    4321.     (feet)  VERTCON   
 NZ1321  ___________________________________________________________________
 NZ1321  LAPLACE CORR-           3.90  (seconds)                    DEFLEC99
 NZ1321  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 NZ1321  HORZ ORDER  -  SECOND
 NZ1321
 NZ1321.The horizontal coordinates were established by classical geodetic methods
 NZ1321.and adjusted by the National Geodetic Survey in October 1991.
 NZ1321
 NZ1321.The NAVD 88 height was computed by applying the VERTCON shift value to
 NZ1321.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NZ1321
 NZ1321.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ1321
 NZ1321.The geoid height was determined by GEOID03.
 NZ1321
 NZ1321;                    North         East     Units Scale Factor Converg.
 NZ1321;SPC OR S     -   130,414.874 1,227,131.682   MT  0.99991611   -2 16 57.1
 NZ1321;SPC OR S     -   427,870.32  4,026,022.58   iFT  0.99991611   -2 16 57.1
 NZ1321;UTM  10      - 4,738,030.297   431,603.232   MT  0.99965755   -0 34 05.4
 NZ1321
 NZ1321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NZ1321!SPC OR S     -   0.99979729  x   0.99991611  =   0.99971342
 NZ1321!UTM  10      -   0.99979729  x   0.99965755  =   0.99945491
 NZ1321
 NZ1321|---------------------------------------------------------------------|
 NZ1321| PID    Reference Object                     Distance      Geod. Az  |
 NZ1321|                                                           dddmmss.s |
 NZ1321| NZ1322 BOLIVER                               4.471 METERS 08311     |
 NZ1321| NZ1320 BOLIVER LOOKOUT TOWER                 6.931 METERS 08924     |
 NZ1321| NZ1209 SEXTON MOUNTAIN BEACON 36           APPROX.44.1 KM 1184342.6 |
 NZ1321| NZ1310 PEAVINE LOOKOUT TOWER               APPROX.26.4 KM 1460211.1 |
 NZ1321| CD9096 BOLIVER 2 RM 1                        7.828 METERS 19838     |
 NZ1321| CD9095 BOLIVER 2 AZ MK                                    2285936.8 |
 NZ1321| NZ1318 HANGING ROCK LOOKOUT TOWER          APPROX. 9.7 KM 2334816.6 |
 NZ1321| CD9097 BOLIVER 2 RM 2                       10.518 METERS 30053     |
 NZ1321|---------------------------------------------------------------------|
 NZ1321
 NZ1321                          SUPERSEDED SURVEY CONTROL
 NZ1321
 NZ1321  NAD 83(1986)-  42 47 30.34335(N)    123 50 10.76490(W) AD(       ) 2
 NZ1321  NAD 27      -  42 47 30.94000(N)    123 50 06.46300(W) AD(       ) 2
 NZ1321  NGVD 29 (07/19/86) 1315.9    (m)         4317.     (f) VERT ANG    3  
 NZ1321
 NZ1321.Superseded values are not recommended for survey control.
 NZ1321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1321.See file dsdata.txt to determine how the superseded data were derived.
 NZ1321
 NZ1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN3160338030(NAD 83)
 NZ1321_MARKER: Z = SEE DESCRIPTION
 NZ1321_SETTING: 0 = UNSPECIFIED SETTING
 NZ1321
 NZ1321  HISTORY     - Date     Condition        Report By
 NZ1321  HISTORY     - 1942     MONUMENTED       CGS
 NZ1321  HISTORY     - 1943     SEE DESCRIPTION  CGS
 NZ1321
 NZ1321                          STATION DESCRIPTION
 NZ1321
 NZ1321'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (EHB)
 NZ1321'STATION IS LOCATED ON BOLIVER BUTTE, A HIGH ROCKY PEAK IN THE
 NZ1321'SISKIYOU NATIONAL FOREST, AT THE SITE OF A LOOKOUT HOUSE, W OF THE
 NZ1321'CENTER OF THE LOOKOUT, ON THE HIGHEST PART OF THE HILL.  BY AIR
 NZ1321'LINE DISTANCES IT IS ABOUT 21 MILES WNW OF GLENDALE, 18 MILES
 NZ1321'SSW OF CAMAS VALLEY POST OFFICE, AND 19 MILES NNW OF GALICE.  IT
 NZ1321'IS NEAR THE SITE OF BOLIVER (U.S.G.S. 1907).  THE SURFACE MARK
 NZ1321'FOR THIS OLD STATION WAS FOUND LOOSE, BUT DUE TO SNOW THE
 NZ1321'UNDERGROUND MARK WAS NOT RECOVERED.
 NZ1321'
 NZ1321'STATION MARK IS A BRONZE STATION DISK SET IN A DRILL HOLE IN
 NZ1321'OUTCROPPING BEDROCK, FLUSH WITH THE GROUND, AND STAMPED BOLIVER 2.
 NZ1321'
 NZ1321'REFERENCE MARK 1 IS SSW OF THE STATION AND ABOUT 3 FEET LOWER.  IT
 NZ1321'IS A BRONZE REFERENCE DISK SET IN A DRILL HOLE IN OUTCROPPING
 NZ1321'BEDROCK, PROJECTING ABOUT 3 INCHES, AND STAMPED BOLIVER 2 NO 1
 NZ1321'1942.
 NZ1321'
 NZ1321'REFERENCE MARK 2 IS WNW OF THE STATION AND ABOUT 2-1/2 FEET
 NZ1321'LOWER.  IT IS A BRONZE REFERENCE DISK SET IN A DRILL HOLE IN
 NZ1321'OUTCROPPING BEDROCK, PROJECTING ABOUT 8 INCHES, AND STAMPED BOLIVER
 NZ1321'2 NO 2 1942.
 NZ1321'
 NZ1321'AZIMUTH MARK IS SW OF THE STATION, ON TOP OF THE RIDGE EXTENDING
 NZ1321'IN THAT DIRECTION, SLIGHTLY MORE THAN HALFWAY TOWARD A LOWER
 NZ1321'PEAK.  IT IS IN TOP OF A LARGE ROCK OUTCROP THAT RESEMBLES A
 NZ1321'BOULDER FROM A DISTANCE BUT IS ACTUALLY BEDROCK, PROJECTING ABOUT
 NZ1321'5 FEET AND BEARING A Y PAINTED WITH CEMENT.  A CAIRN MARKS THE
 NZ1321'LOCALITY.  THE MARK IS A BRONZE AZIMUTH DISK CEMENTED IN A DRILL
 NZ1321'HOLE AND STAMPED BOLIVER 2 1942.
 NZ1321'
 NZ1321'TO REACH FROM WOLF CREEK, TAKE A DIRT ROAD LEFT (W) ABOUT 100
 NZ1321'YARDS N OF THE WOLF CREEK TAVERN AT SIGNS ROGUE RIVER AND LOWER
 NZ1321'WOLF CR.  GO 0.1 MILE AND TAKE LEFT FORK IMMEDIATELY AFTER PASSING
 NZ1321'UNDER RAILROAD.  FOLLOW THIS ROAD, THE WOLF CREEK ROAD, 5.4
 NZ1321'MILES AND TURN RIGHT AT SIGNS ROGUE RIVER BRIDGE AND REUBEN
 NZ1321'L.O.  FOLLOW THIS ROAD, WHICH LATER PARALLELS WOLF CREEK, 9.0
 NZ1321'MILES TO THE ROGUE RIVER BRIDGE.  HERE TURN RIGHT DOWNSTREAM
 NZ1321'TOWARD REUBEN LOOKOUT AND FOLLOW THIS ROAD UPGRADE 7.3 MILES
 NZ1321'TO A FORK.  RIGHT FORK LEADS 2-3/4 MILES TO REUBEN LOOKOUT.
 NZ1321'TAKE LEFT FORK ALONG RIDGE TOWARD EDEN GUARD STATION 11.3 MILES.
 NZ1321'KEEP STRAIGHT AHEAD HERE AT FORK TO NINE MILE LOOKOUT 1.8
 NZ1321'MILES.  TAKE RIGHT FORK AND PROCEED W 7.4 MILES TO SIGN ON LEFT
 NZ1321'MT BOLIVER WAY AND A ROAD LEADING LEFT.  TURN LEFT, LEAVING THE
 NZ1321'EDEN GUARD STATION ROAD, AND GO 0.1 MILE TO A PARKING AREA AT FOOT
 NZ1321'OF MOUNT BOLIVER.  LEAVE TRUCK AND FOLLOW WINDING TRAIL
 NZ1321'1.4 MILES UP STEEP SLOPE TO TOP OF HILL AND THE LOOKOUT HOUSE.
 NZ1321'THE LINE TO STATION NINEMILE PASSES THROUGH THE LOOKOUT
 NZ1321'WINDOWS.
 NZ1321'
 NZ1321'A 1-HOUR PACK.
 NZ1321
 NZ1321                          STATION RECOVERY (1943)
 NZ1321
 NZ1321'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (JCS)
 NZ1321'STATION IS LOCATED ABOUT 13.0 MILES SOUTHEAST OF POWERS, 19.0
 NZ1321'MILES NORTHWEST OF GALICE, 21.0 MILES WEST-NORTHWEST OF GLENDALE,
 NZ1321'3.0 MILES SOUTHEAST OF EDEN VALLEY GUARD STATION AND 0.8 MILE
 NZ1321'SOUTHWEST OF FOREST SERVICE ROAD LEADING TO EDEN VALLEY.  STATION
 NZ1321'IS ON THE SUMMIT OF MOUNT BOLIVER 6.91 METERS NORTHWEST OF THE
 NZ1321'CENTER OF BOLIVER FOREST SERVICE LOOKOUT.
 NZ1321'
 NZ1321'TO REACH FROM GLENDALE, GO WEST ON ROAD TOWARDS REUBEN AND MOUNT
 NZ1321'REUBEN LOOKOUT ALONG THE SOUTH SIDE OF COW CREEK FOR 13.8
 NZ1321'MILES.  MOUNT REUBEN SPUR LEADS TO RIGHT 0.5 MILE TO LOOKOUT.  KEEP
 NZ1321'STRAIGHT AHEAD ON LEFT-HAND ROAD 2.3 MILES TO SAWMILL GAP AND
 NZ1321'ROAD FORKS, FOREST SERVICE SIGN, GALICE 15.5 MILES - EDEN VALLEY
 NZ1321'27.0 MILES - BALD RIDGE 22.0 MILES.  TAKE RIGHT FORK TOWARDS
 NZ1321'EDEN VALLEY 12.1 MILES.  NINE-MILE SPUR LEADS TO THE RIGHT.
 NZ1321'KEEP STRAIGHT AHEAD ON EDEN VALLEY ROAD 1.9 MILES TO ROAD FORKS.
 NZ1321'TAKE RIGHT FORK TOWARDS COLD SPRINGS AND EDEN VALLEY 8.1 MILES
 NZ1321'TO MOUNT BOLIVER SPUR LEADING LEFT.  TURN LEFT, FOLLOW
 NZ1321'TRACK ROAD 0.1 MILE TO END OF ROAD AND FOOT OF TRAIL, WHICH IS
 NZ1321'ABOUT 0.8 MILE NORTHEAST OF STATION.  FOLLOW TRAIL
 NZ1321'SOUTHWESTERLY UP HILLSIDE ABOUT 2.0 MILES TO TOP AND
 NZ1321'STATION.
 NZ1321'
 NZ1321'STATION IS A STANDARD DISK CEMENTED IN DRILL HOLE IN OUTCROPPING
 NZ1321'BEDROCK FLUSH WITH GROUND, AND ABOUT 16.0 FT. WEST OF NORTHWEST
 NZ1321'SIDE OF LOOKOUT, ON HIGHEST POINT OF BOLIVER MOUNTAIN.  STAMPED
 NZ1321'BOLIVER 2 1942.
 NZ1321'
 NZ1321'REFERENCE MARK NO. 1 IS A STANDARD DISK, NOTE 12A, FLUSH WITH
 NZ1321'GROUND, CEMENTED IN DRILL HOLE OF OUTCROPPING BEDROCK SOUTH OF
 NZ1321'STATION.  STAMPED BOLIVER 2 NO 1 1942.
 NZ1321'
 NZ1321'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN DRILL HOLE OF
 NZ1321'OUTCROPPING BEDROCK FLUSH WITH GROUND NORTHWEST OF STATION, NOTE
 NZ1321'12A.  STAMPED BOLIVER 2 NO 2 1942.
 NZ1321'
 NZ1321'AZIMUTH MARK IS A STANDARD DISK SET IN A ROCK OUTCROP
 NZ1321'WEST-SOUTHWEST OF STATION AND HAS A Y PAINTED WITH GRAY PAINT JUST
 NZ1321'BELOW THE MARK.  IT IS ABOUT 0.2 MILE FROM STATION.  STAMPED,
 NZ1321'BOLIVER 2 1942.
 NZ1321'
 NZ1321'BOLIVER 1907 IS A ONE-INCH COPPER BOLT WEDGED IN BOULDER, ABOUT
 NZ1321'6 INCHES UNDER GROUND, 0.60 METERS WEST OF WEST EDGE OF LOOKOUT,
 NZ1321'2.095 METERS NORTH OF SOUTHWEST CORNER OF LOOKOUT AND 1.885
 NZ1321'METERS SOUTH OF NORTHWEST CORNER OF LOOKOUT.  STAMPED, U.S.G.S.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1320 ***********************************************************************
 NZ1320  DESIGNATION -  BOLIVER LOOKOUT TOWER
 NZ1320  PID         -  NZ1320
 NZ1320  STATE/COUNTY-  OR/COOS
 NZ1320  USGS QUAD   -  MOUNT BOLIVAR (1990)
 NZ1320
 NZ1320                         *CURRENT SURVEY CONTROL
 NZ1320  ___________________________________________________________________
 NZ1320* NAD 83(1991)-  42 47 30.35961(N)    123 50 10.43690(W)     ADJUSTED  
 NZ1320* NAVD 88     -              **(meters)            **(feet)            
 NZ1320  ___________________________________________________________________
 NZ1320  LAPLACE CORR-           3.90  (seconds)                    DEFLEC99
 NZ1320  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 NZ1320  HORZ ORDER  -  THIRD
 NZ1320
 NZ1320.The horizontal coordinates were established by classical geodetic methods
 NZ1320.and adjusted by the National Geodetic Survey in October 1991.
 NZ1320
 NZ1320
 NZ1320.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ1320
 NZ1320.The geoid height was determined by GEOID03.
 NZ1320
 NZ1320;                    North         East     Units Scale Factor Converg.
 NZ1320;SPC OR S     -   130,414.671 1,227,138.610   MT  0.99991611   -2 16 56.9
 NZ1320;SPC OR S     -   427,869.66  4,026,045.31   iFT  0.99991611   -2 16 56.9
 NZ1320;UTM  10      - 4,738,030.301   431,610.161   MT  0.99965754   -0 34 05.2
 NZ1320
 NZ1320                          SUPERSEDED SURVEY CONTROL
 NZ1320
 NZ1320  NAD 83(1986)-  42 47 30.34590(N)    123 50 10.45995(W) AD(       ) 4
 NZ1320  NAD 27      -  42 47 30.94200(N)    123 50 06.15800(W) AD(       ) 3
 NZ1320
 NZ1320.Superseded values are not recommended for survey control.
 NZ1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1320.See file dsdata.txt to determine how the superseded data were derived.
 NZ1320
 NZ1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN3161038030(NAD 83)
 NZ1320
 NZ1320  HISTORY     - Date     Condition        Report By
 NZ1320  HISTORY     - 1942     MONUMENTED       CGS
 NZ1320
 NZ1320                          STATION DESCRIPTION
 NZ1320
 NZ1320'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (EHB)
 NZ1320'THIS INTERSECTION STATION IS ON MT. BOLIVER, OR BOLIVER BUTTE,
 NZ1320'A HIGH ROCKY PEAK IN THE SISKIYOU NATIONAL FOREST.  BY AIR LINE
 NZ1320'DISTANCES IT IS ABOUT 21 MILES WNW OF GLENDALE, 18 MILES SSW OF
 NZ1320'CAMAS VALLEY POST OFFICE, AND 19 MILES NNW OF GALICE.
 NZ1320'
 NZ1320'THE HOUSE IS ABOUT 14 FEET SQUARE AND 14 FEET HIGH.  A CUPOLA
 NZ1320'WITH AN APEX ROOF IS BUILT OVER THE CENTER OF THE MAIN ROOM.  THE
 NZ1320'APEX OF THIS ROOF IS APPARENTLY THE CENTER OF THE BUILDING AND
 NZ1320'WAS USED AS THE STATION.
 NZ1320'
 NZ1320'THE TOP OF THE MOUNTAIN IS CLEAR OF TIMBER.  IT RISES IN A CONE
 NZ1320'FROM A LONG HIGH RIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC1026 ***********************************************************************
 QC1026  DESIGNATION -  BOLOGNA
 QC1026  PID         -  QC1026
 QC1026  STATE/COUNTY-  OR/WHEELER
 QC1026  USGS QUAD   -  KIMBERLY (1995)
 QC1026
 QC1026                         *CURRENT SURVEY CONTROL
 QC1026  ___________________________________________________________________
 QC1026* NAD 83(1991)-  44 49 18.20904(N)    119 40 32.01329(W)     ADJUSTED  
 QC1026* NAVD 88     -      1098.6    (meters)    3604.     (feet)  VERTCON   
 QC1026  ___________________________________________________________________
 QC1026  LAPLACE CORR-           7.01  (seconds)                    DEFLEC99
 QC1026  GEOID HEIGHT-         -19.61  (meters)                     GEOID03
 QC1026  HORZ ORDER  -  SECOND
 QC1026
 QC1026.The horizontal coordinates were established by classical geodetic methods
 QC1026.and adjusted by the National Geodetic Survey in October 1991.
 QC1026
 QC1026.The NAVD 88 height was computed by applying the VERTCON shift value to
 QC1026.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QC1026
 QC1026.The Laplace correction was computed from DEFLEC99 derived deflections.
 QC1026
 QC1026.The geoid height was determined by GEOID03.
 QC1026
 QC1026;                    North         East     Units Scale Factor Converg.
 QC1026;SPC OR N     -   128,684.435 2,565,198.993   MT  0.99991282   +0 35 04.9
 QC1026;SPC OR N     -   422,193.03  8,416,007.19   iFT  0.99991282   +0 35 04.9
 QC1026;UTM  11      - 4,966,629.316   288,471.518   MT  1.00015024   -1 53 12.1
 QC1026
 QC1026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QC1026!SPC OR N     -   0.99983085  x   0.99991282  =   0.99974368
 QC1026!UTM  11      -   0.99983085  x   1.00015024  =   0.99998106
 QC1026
 QC1026|---------------------------------------------------------------------|
 QC1026| PID    Reference Object                     Distance      Geod. Az  |
 QC1026|                                                           dddmmss.s |
 QC1026| CD6938 BOLOGNA RM 1                         19.116 METERS 17211     |
 QC1026| CD6939 BOLOGNA RM 2                         19.623 METERS 26040     |
 QC1026| CD6937 BOLOGNA AZ MK                                      3462437.5 |
 QC1026|---------------------------------------------------------------------|
 QC1026
 QC1026                          SUPERSEDED SURVEY CONTROL
 QC1026
 QC1026  NAD 83(1986)-  44 49 18.21620(N)    119 40 32.00966(W) AD(       ) 2
 QC1026  NAD 27      -  44 49 18.70500(N)    119 40 28.01400(W) AD(       ) 2
 QC1026  NGVD 29 (07/19/86) 1097.5    (m)         3601.     (f) VERT ANG    3  
 QC1026
 QC1026.Superseded values are not recommended for survey control.
 QC1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC1026.See file dsdata.txt to determine how the superseded data were derived.
 QC1026
 QC1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKK8847266629(NAD 83)
 QC1026_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QC1026_SETTING: 66 = SET IN ROCK OUTCROP
 QC1026
 QC1026  HISTORY     - Date     Condition        Report By
 QC1026  HISTORY     - 1946     MONUMENTED       CGS
 QC1026  HISTORY     - 1970     SEE DESCRIPTION  BPA
 QC1026
 QC1026                          STATION DESCRIPTION
 QC1026
 QC1026'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 QC1026'THE STATION IS LOCATED ABOUT 6 MILES EAST OF SPRAY, ABOUT 4-3/4
 QC1026'MILES NORTH-NORTHWEST OF KIMBERLY, 3-3/4 MILES SOUTH-SOUTHWEST
 QC1026'OF THE TAMARACK LOOKOUT TOWER, AND ABOUT 2 MILES NORTHEAST OF THE
 QC1026'JOHN DAY RIVER AT ITS NEAREST POINT.  IT IS ON TOP OF A PROMINENT,
 QC1026'MOSTLY BARE, HILL ON THE WEST SIDE OF BOLOGNA CREEK AND ON THE
 QC1026'CARSNER RANCH.  IT IS 75 FEET NORTHWEST OF A TRIANGLE BLAZED
 QC1026'JUNIPER TREE AND IS 8 INCHES BELOW THE SURFACE OF THE GROUND.
 QC1026'STAMPED BOLOGNA 1946.
 QC1026'
 QC1026'REFERENCE MARK NO.1 IS SOUTH OF AND 3 FEET LOWER THAN THE
 QC1026'STATION.  IT IS 12 FEET NORTHWEST OF THE TRIANGLE BLAZED TREE
 QC1026'AND IS SET FLUSH WITH THE GROUND.  STAMPED BOLOGNA NO.1 1946.
 QC1026'
 QC1026'REFERENCE MARK NO.2 IS WEST-SOUTHWEST OF AND 4 FEET LOWER THAN THE
 QC1026'STATION.  STAMPED BOLOGNA NO.2 1946 AND IS SET FLUSH WITH THE
 QC1026'GROUND.
 QC1026'
 QC1026'THE AZIMUTH MARK IS APPROXIMATELY 1 MILE AIRLINE NORTH-NORTHWEST
 QC1026'OF THE STATION, ON THE HILL WHICH IS SURROUNDED BY RIM-ROCK.  IT IS
 QC1026'ON THE SOUTHEAST SLOPE OF THE HILL, 38 YARDS SOUTH OF THE
 QC1026'RIM-ROCK AND 40 YARDS NORTH OF A LARGE JUNIPER TREE WHICH IS ON
 QC1026'THE NORTH EDGE OF A FIELD.  STAMPED BOLOGNA 1946 AND PROJECTS 1
 QC1026'FOOT.
 QC1026'
 QC1026'TO REACH THE STATION FROM SPRAY, GO EAST ON STATE HIGHWAY 19
 QC1026'FOR 3 MILES TO THE JUNCTION OF STATE HIGHWAY 207.  TURN LEFT ON
 QC1026'ROUTE 207 AND GO 4.5 MILES TO A BOARD GATE, WITH HIGH GATE POSTS,
 QC1026'ON THE RIGHT.  HERE TURN RIGHT, PASS THRU THE BOARD GATE AND
 QC1026'FOLLOW THE MAIN TRAVELED ROAD FOR 2.85 MILES TO THE CARSNER RANCH.
 QC1026'AT THE BARN TURN RIGHT ACROSS A SMALL DRAW FOR 0.1 MILE TO A
 QC1026'FORK.  HERE TAKE RIGHT FORK AND GO 0.7 MILES TO A BOARD
 QC1026'GATE.  GO THRU THE GATE AND CONTINUE ON THE MAIN TRAVELED ROAD
 QC1026'FOR 0.75 MILE TO TWO FENCED ENCLOSURES.* CONTINUE AHEAD ON
 QC1026'THE FIELD ROAD FOR 0.65 MILE TO A FORK.  TAKE LEFT FORK FOR 0.15
 QC1026'MILE TO A GATE.  PASS THRU THE GATE, TURN LEFT AND FOLLOW
 QC1026'THE MAIN TRAVELED ROAD EAST FOR 0.45 MILE, THENCE TURN RIGHT
 QC1026'ACROSS COUNTRY FOR 0.55 MILE TO THE TOP OF THE HILL AND THE
 QC1026'STATION AS DESCRIBED.
 QC1026'
 QC1026'*TO REACH THE AZIMUTH MARK FROM HERE, TURN LEFT AND FOLLOW A
 QC1026'DIM FIELD ROAD, ACROSS THE FIELD FOR 0.6 MILE TO THE SOUTH END OF A
 QC1026'HILL SURROUNDED BY RIM-ROCK AND THE MARK AS DESCRIBED.
 QC1026
 QC1026                          STATION RECOVERY (1970)
 QC1026
 QC1026'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1970
 QC1026'TO REACH FROM SPRAY, GO EAST ON STATE HIGHWAY 19 FOR 3 MILES TO
 QC1026'JUNCTION WITH HIGHWAY 207.  TURN LEFT ON ROUTE 207 AND GO 3.2 MILES
 QC1026'TO SIDE ROAD RIGHT.  TURN RIGHT AND GO 2.7 MILES TO FARM
 QC1026'BUILDING.  CONTINUE THRU FARMYARD 0.1 MILE TO A FORK.  TAKE RIGHT
 QC1026'FORK AND GO 0.65 MILE TO A GATE AND FORK.  TAKE RIGHT FORK AND GO
 QC1026'1.9 MILES TO A GATE.  PASS THROUGH GATE AND GO ACROSS FIELD
 QC1026'S.S.E. 0.45 MILE TO A GATE.  PASS THROUGH GATE AND GO UPHILL TO
 QC1026'THE RIGHT ON TRACK ROAD 0.3 MILE TO STATION.  STATION AZIMUTH
 QC1026'AND RM 1 FOUND IN GOOD CONDITION 8/26/70.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1044 ***********************************************************************
 RD1044  DESIGNATION -  BOLT
 RD1044  PID         -  RD1044
 RD1044  STATE/COUNTY-  OR/TILLAMOOK
 RD1044  USGS QUAD   -  BEAVER (1985)
 RD1044
 RD1044                         *CURRENT SURVEY CONTROL
 RD1044  ___________________________________________________________________
 RD1044* NAD 83(1986)-  45 16 40.     (N)    123 49 31.     (W)     SCALED    
 RD1044* NAVD 88     -        27.595  (meters)      90.53   (feet)  ADJUSTED  
 RD1044  ___________________________________________________________________
 RD1044  GEOID HEIGHT-         -22.09  (meters)                     GEOID03
 RD1044  DYNAMIC HT  -          27.596 (meters)      90.54  (feet)  COMP
 RD1044  MODELED GRAV-     980,669.1   (mgal)                       NAVD 88
 RD1044
 RD1044  VERT ORDER  -  FIRST     CLASS II
 RD1044
 RD1044.The horizontal coordinates were scaled from a topographic map and have
 RD1044.an estimated accuracy of +/- 6 seconds.
 RD1044
 RD1044.The orthometric height was determined by differential leveling
 RD1044.and adjusted in June 1991.
 RD1044
 RD1044.The geoid height was determined by GEOID03.
 RD1044
 RD1044.The dynamic height is computed by dividing the NAVD 88
 RD1044.geopotential number by the normal gravity value computed on the
 RD1044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1044.degrees latitude (g = 980.6199 gals.).
 RD1044
 RD1044.The modeled gravity was interpolated from observed gravity values.
 RD1044
 RD1044;                    North         East    Units  Estimated Accuracy
 RD1044;SPC OR N     -   184,400.    2,239,180.      MT  (+/- 180 meters Scaled)
 RD1044
 RD1044                          SUPERSEDED SURVEY CONTROL
 RD1044
 RD1044  NGVD 29 (??/??/92)   26.547  (m)           87.10   (f) ADJ UNCH    1 2
 RD1044
 RD1044.Superseded values are not recommended for survey control.
 RD1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1044.See file dsdata.txt to determine how the superseded data were derived.
 RD1044
 RD1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR352141(NAD 83)
 RD1044_MARKER: B = BOLT
 RD1044_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD1044_SP_SET: PARAPET
 RD1044_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD1044
 RD1044  HISTORY     - Date     Condition        Report By
 RD1044  HISTORY     - UNK      MONUMENTED       DOD
 RD1044  HISTORY     - 1964     GOOD             NGS
 RD1044  HISTORY     - 1987     MARK NOT FOUND   NGS
 RD1044  HISTORY     - 1989     GOOD             USPSQD
 RD1044
 RD1044                          STATION DESCRIPTION
 RD1044
 RD1044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 RD1044'IN BEAVER.
 RD1044'AT THE NORTHEAST CORNER OF THE BRIDGE OVER BEAVER CREEK, IN THE TOP OF
 RD1044'THE WING WALL AT THE OUTSIDE OF THE PARAPET, 0.05 MILE EAST OF THE
 RD1044'BEAVER POST OFFICE AND 24 FEET NORTH OF THE CENTER OF U.S. HIGHWAY
 RD1044'101.
 RD1044
 RD1044                          STATION RECOVERY (1987)
 RD1044
 RD1044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD1044'MARK NOT FOUND.
 RD1044
 RD1044                          STATION RECOVERY (1989)
 RD1044
 RD1044'RECOVERY NOTE BY US POWER SQUADRON 1989 (RCC)
 RD1044'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0176 ***********************************************************************
 NZ0176  DESIGNATION -  BOLT
 NZ0176  PID         -  NZ0176
 NZ0176  STATE/COUNTY-  OR/JACKSON
 NZ0176  USGS QUAD   -  ASHLAND (1996)
 NZ0176
 NZ0176                         *CURRENT SURVEY CONTROL
 NZ0176  ___________________________________________________________________
 NZ0176* NAD 83(1986)-  42 11 07.     (N)    122 39 34.     (W)     SCALED    
 NZ0176* NAVD 88     -       580.818  (meters)    1905.57   (feet)  ADJUSTED  
 NZ0176  ___________________________________________________________________
 NZ0176  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 NZ0176  DYNAMIC HT  -         580.548 (meters)    1904.68  (feet)  COMP
 NZ0176  MODELED GRAV-     980,139.6   (mgal)                       NAVD 88
 NZ0176
 NZ0176  VERT ORDER  -  FIRST     CLASS II
 NZ0176
 NZ0176.The horizontal coordinates were scaled from a topographic map and have
 NZ0176.an estimated accuracy of +/- 6 seconds.
 NZ0176
 NZ0176.The orthometric height was determined by differential leveling
 NZ0176.and adjusted in June 1991.
 NZ0176
 NZ0176.The geoid height was determined by GEOID03.
 NZ0176
 NZ0176.The dynamic height is computed by dividing the NAVD 88
 NZ0176.geopotential number by the normal gravity value computed on the
 NZ0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0176.degrees latitude (g = 980.6199 gals.).
 NZ0176
 NZ0176.The modeled gravity was interpolated from observed gravity values.
 NZ0176
 NZ0176;                    North         East    Units  Estimated Accuracy
 NZ0176;SPC OR S     -    59,910.    1,321,620.      MT  (+/- 180 meters Scaled)
 NZ0176
 NZ0176                          SUPERSEDED SURVEY CONTROL
 NZ0176
 NZ0176  NGVD 29 (??/??/92)  579.754  (m)         1902.08   (f) ADJ UNCH    1 2
 NZ0176
 NZ0176.Superseded values are not recommended for survey control.
 NZ0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0176.See file dsdata.txt to determine how the superseded data were derived.
 NZ0176
 NZ0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM281704(NAD 83)
 NZ0176_MARKER: Z = SEE DESCRIPTION
 NZ0176_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NZ0176_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NZ0176_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0176
 NZ0176  HISTORY     - Date     Condition        Report By
 NZ0176  HISTORY     - UNK      MONUMENTED       RBNF
 NZ0176  HISTORY     - 1954     GOOD             NGS
 NZ0176  HISTORY     - 1979     MARK NOT FOUND   NGS
 NZ0176  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NZ0176  HISTORY     - 1988     MARK NOT FOUND   NGS
 NZ0176
 NZ0176                          STATION DESCRIPTION
 NZ0176
 NZ0176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NZ0176'2.8 MI E FROM ASHLAND.
 NZ0176'1.8 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 NZ0176'THE STATION AT ASHLAND, THENCE 1.0 MILE EAST ALONG STATE HIGHWAY 66,
 NZ0176'AT THE Y JUNCTION OF A PAVED ROAD LEADING NORTHWEST, 26.5 FEET
 NZ0176'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 18 FEET SOUTHWEST OF THE
 NZ0176'CENTER LINE OF THE ROAD, 3.3 FEET NORTH OF A HIGHWAY SIGN POST, 0.9
 NZ0176'FOOT NORTHWEST OF A WITNESS POST, ABOUT 2 1/2 FEET LOWER THAN THE
 NZ0176'TRACK, AND IN THE TOP OF A 1 1/2-INCH IRON PIPE WHICH IS FILLED WITH
 NZ0176'CONCRETE AND PROJECTS 0.2 FOOT ABOVE THE GROUND.
 NZ0176
 NZ0176                          STATION RECOVERY (1979)
 NZ0176
 NZ0176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 NZ0176'MARK NOT FOUND.
 NZ0176
 NZ0176                          STATION RECOVERY (1985)
 NZ0176
 NZ0176'RECOVERY NOTE BY US POWER SQUADRON 1985
 NZ0176'MARK NOT FOUND.
 NZ0176
 NZ0176                          STATION RECOVERY (1988)
 NZ0176
 NZ0176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 NZ0176'THERE HAS BEEN ROAD CONSTRUCTION AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2397 ***********************************************************************
 RC2397  DESIGNATION -  BON
 RC2397  PID         -  RC2397
 RC2397  STATE/COUNTY-  OR/MULTNOMAH
 RC2397  USGS QUAD   -  BONNEVILLE DAM (1994)
 RC2397
 RC2397                         *CURRENT SURVEY CONTROL
 RC2397  ___________________________________________________________________
 RC2397* NAD 83(1991)-  45 38 03.24053(N)    121 57 34.54409(W)     ADJUSTED  
 RC2397* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 RC2397  ___________________________________________________________________
 RC2397  LAPLACE CORR-           5.72  (seconds)                    DEFLEC99
 RC2397  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 RC2397  HORZ ORDER  -  THIRD
 RC2397
 RC2397.The horizontal coordinates were established by classical geodetic methods
 RC2397.and adjusted by the National Geodetic Survey in October 1991.
 RC2397
 RC2397.The orthometric height was scaled from a topographic map.
 RC2397
 RC2397.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2397
 RC2397.The geoid height was determined by GEOID03.
 RC2397
 RC2397;                    North         East     Units Scale Factor Converg.
 RC2397;SPC OR N     -   219,670.153 2,386,206.659   MT  0.99992757   -1 02 06.4
 RC2397;SPC OR N     -   720,702.60  7,828,762.00   iFT  0.99992757   -1 02 06.4
 RC2397;SPC WA S     -    34,498.727   386,192.909   MT  1.00005107   -1 03 36.9
 RC2397;SPC WA S     -   113,184.57  1,267,034.57   sFT  1.00005107   -1 03 36.9
 RC2397;UTM  10      - 5,053,935.986   581,090.007   MT  0.99968084   +0 44 37.7
 RC2397
 RC2397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2397!SPC OR N     -   1.00000279  x   0.99992757  =   0.99993036
 RC2397!SPC WA S     -   1.00000279  x   1.00005107  =   1.00005386
 RC2397!UTM  10      -   1.00000279  x   0.99968084  =   0.99968363
 RC2397
 RC2397:                Primary Azimuth Mark                     Grid Az
 RC2397:SPC OR N     -  LAB                                      034 18 04.8
 RC2397:SPC WA S     -  LAB                                      034 19 35.3
 RC2397:UTM  10      -  LAB                                      032 31 20.7
 RC2397
 RC2397|---------------------------------------------------------------------|
 RC2397| PID    Reference Object                     Distance      Geod. Az  |
 RC2397|                                                           dddmmss.s |
 RC2397| RC2388 LAB                                 APPROX. 0.5 KM 0331558.4 |
 RC2397| RC2433 TAN 2                               APPROX. 0.9 KM 2280308.2 |
 RC2397| RC2451 END 2                               APPROX. 0.5 KM 3473718.4 |
 RC2397|---------------------------------------------------------------------|
 RC2397
 RC2397                          SUPERSEDED SURVEY CONTROL
 RC2397
 RC2397  NAD 83(1986)-  45 38 03.24998(N)    121 57 34.55189(W) AD(       ) 3
 RC2397  NAD 27      -  45 38 03.82100(N)    121 57 30.27300(W) AD(       ) 3
 RC2397
 RC2397.Superseded values are not recommended for survey control.
 RC2397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2397.See file dsdata.txt to determine how the superseded data were derived.
 RC2397
 RC2397_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER8109053936(NAD 83)
 RC2397_MARKER: Z = SEE DESCRIPTION
 RC2397_SETTING: 0 = UNSPECIFIED SETTING
 RC2397_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC2397
 RC2397  HISTORY     - Date     Condition        Report By
 RC2397  HISTORY     - 1938     MONUMENTED       USE
 RC2397  HISTORY     - 1940     SEE DESCRIPTION  CGS
 RC2397  HISTORY     - 1947     SEE DESCRIPTION  CGS
 RC2397  HISTORY     - 1952     SEE DESCRIPTION  CGS
 RC2397
 RC2397                          STATION DESCRIPTION
 RC2397
 RC2397'DESCRIBED BY US ENGINEERS 1938 (WMS)
 RC2397'AT BONNEVILLE VILLAGE, ON THE COLUMBIA RIVER BANK ACROSS THE
 RC2397'OLD RAILROAD TRACKS FROM THE APARTMENT QUARTERS.
 RC2397'
 RC2397'STATION IS MARKED BY A U.S. ENGINEERS DISK SET IN A CONCRETE BLOCK.
 RC2397
 RC2397                          STATION RECOVERY (1940)
 RC2397
 RC2397'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (LAM)
 RC2397'AT BONNEVILLE, IN W PART OF GOVERNMENT RESERVATION, 275 FEET NW
 RC2397'OF SMALL BUILDING WITH LARGE STACK WHICH IS IN APARTMENT
 RC2397'QUARTERS, 175 FEET NW OF OLD RAILROAD TRACK, 60 FEET W OF LARGE
 RC2397'FIR TREE, AT TOP OF SE BANK OF COLUMBIA RIVER.  STATION IS
 RC2397'MARKED BY U.S.E. DISK IN CONCRETE AND MASONRY PIER.
 RC2397'
 RC2397'TO REACH STATION, DRIVE THROUGH GROUNDS TO FIRST AID STATION,
 RC2397'CROSS OLD TRACKS AND DRIVE SW ON SECONDARY ROAD BETWEEN TRACK
 RC2397'AND RIVER TO PARKING SPACE.
 RC2397'
 RC2397'THIS STATION HAD A TARGET IN GOOD CONDITION ON OCTOBER 21,
 RC2397'1940, AND IT WAS IMPOSSIBLE TO MAKE COMPLETE EXAMINATION OF
 RC2397'DISK, WHICH APPEARED TO BE UNSTAMPED.  IDENTIFICATION IS NOT
 RC2397'ABSOLUTE, BUT STATION APPEARS TO BE ONLY THING IN VICINITY THAT
 RC2397'IN ANY WAY AGREES WITH THE 1938 DESCRIPTION.
 RC2397
 RC2397                          STATION RECOVERY (1947)
 RC2397
 RC2397'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (EHB)
 RC2397'STATION WAS FOUND TO BE IN EXCELLENT CONDITION.  IT IS ON THE S
 RC2397'SHORE OF THE COLUMBIA RIVER, AT BONNEVILLE, AND IN THE W PART OF
 RC2397'GOVERNMENT RESERVATION.  IT IS 275 FEET NW OF A SMALL BUILDING
 RC2397'WITH LARGE STACK WHICH IS IN APARTMENT QUARTERS, 175 FEET NW OF
 RC2397'OLD RAILROAD TRACK, ABOUT 120 FEET NW OF A LARGE FIR TREE, AT TOP
 RC2397'OF SW BANK OF THE COLUMBIA RIVER.
 RC2397'
 RC2397'STATION IS MARKED BY A U.S.E. DISK SET IN THE TOP OF A CONCRETE
 RC2397'MASONRY PIER.  IT IS NOT STAMPED.
 RC2397'
 RC2397'IDENTIFICATION IS NOT CERTAIN, BUT FROM ORIGINAL DESCRIPTION
 RC2397'AND L.A. MC ARTHURS NOTES IT APPEARS TO BE THE ONLY STATION THAT
 RC2397'AGREES WITH PREVIOUS DESCRIPTIONS.
 RC2397
 RC2397                          STATION RECOVERY (1952)
 RC2397
 RC2397'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ANS)
 RC2397'THE STATION WAS SEARCHED FOR BUT NO EVIDENCE OF THE MARK COULD
 RC2397'BE FOUND.  SINCE NEW ENGINEERS DISKS WERE NOTED IN THE IMMEDIATE
 RC2397'VICINITY IT IS BELIEVED THAT THE STATION HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1204 ***********************************************************************
 NZ1204  DESIGNATION -  BON
 NZ1204  PID         -  NZ1204
 NZ1204  STATE/COUNTY-  OR/JOSEPHINE
 NZ1204  USGS QUAD   -  GOLDEN (1996)
 NZ1204
 NZ1204                         *CURRENT SURVEY CONTROL
 NZ1204  ___________________________________________________________________
 NZ1204* NAD 83(1991)-  42 39 42.65654(N)    123 22 27.62901(W)     ADJUSTED  
 NZ1204* NAVD 88     -       602.9    (meters)    1978.     (feet)  VERTCON   
 NZ1204  ___________________________________________________________________
 NZ1204  LAPLACE CORR-           6.46  (seconds)                    DEFLEC99
 NZ1204  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 NZ1204  HORZ ORDER  -  SECOND
 NZ1204
 NZ1204.The horizontal coordinates were established by classical geodetic methods
 NZ1204.and adjusted by the National Geodetic Survey in October 1991.
 NZ1204
 NZ1204.The NAVD 88 height was computed by applying the VERTCON shift value to
 NZ1204.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NZ1204
 NZ1204.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ1204
 NZ1204.The geoid height was determined by GEOID03.
 NZ1204
 NZ1204;                    North         East     Units Scale Factor Converg.
 NZ1204;SPC OR S     -   114,591.283 1,264,404.200   MT  0.99993347   -1 57 59.3
 NZ1204;SPC OR S     -   375,955.65  4,148,307.74   iFT  0.99993347   -1 57 59.3
 NZ1204;UTM  10      - 4,723,332.736   469,321.246   MT  0.99961158   -0 15 13.3
 NZ1204
 NZ1204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NZ1204!SPC OR S     -   0.99990919  x   0.99993347  =   0.99984266
 NZ1204!UTM  10      -   0.99990919  x   0.99961158  =   0.99952080
 NZ1204
 NZ1204:                Primary Azimuth Mark                     Grid Az
 NZ1204:SPC OR S     -  TON                                      334 23 54.0
 NZ1204:UTM  10      -  TON                                      332 41 08.0
 NZ1204
 NZ1204|---------------------------------------------------------------------|
 NZ1204| PID    Reference Object                     Distance      Geod. Az  |
 NZ1204|                                                           dddmmss.s |
 NZ1204| NZ1213 TON                                 APPROX. 0.8 KM 3322554.7 |
 NZ1204|---------------------------------------------------------------------|
 NZ1204
 NZ1204                          SUPERSEDED SURVEY CONTROL
 NZ1204
 NZ1204  NAD 83(1986)-  42 39 42.63605(N)    123 22 27.64844(W) AD(       ) 2
 NZ1204  NAD 27      -  42 39 43.21220(N)    123 22 23.41120(W) AD(       ) 2
 NZ1204  NGVD 29 (07/19/86)  601.9    (m)         1975.     (f) VERT ANG    3  
 NZ1204
 NZ1204.Superseded values are not recommended for survey control.
 NZ1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1204.See file dsdata.txt to determine how the superseded data were derived.
 NZ1204
 NZ1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN6932123333(NAD 83)
 NZ1204_MARKER: Z = SEE DESCRIPTION
 NZ1204_SETTING: 0 = UNSPECIFIED SETTING
 NZ1204_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ1204
 NZ1204  HISTORY     - Date     Condition        Report By
 NZ1204  HISTORY     - 1963     MONUMENTED       ORDT
 NZ1204
 NZ1204                          STATION DESCRIPTION
 NZ1204
 NZ1204'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1963 (FN)
 NZ1204'THE STATION IS 2.5 MILES NORTH OF SUNNY VALLEY AND 0.1 MILE EAST
 NZ1204'OF U.S. HIGHWAY 99.
 NZ1204'
 NZ1204'TO REACH THE STATION FROM THE POST OFFICE IN SUNNY VALLEY, GO
 NZ1204'NORTH ON U.S. HIGHWAY 99 FOR 2.45 MILES TO A TRACK ROAD RIGHT.  A
 NZ1204'FOUR WHEEL DRIVE VEHICLE IS REQUIRED TO DRIVE FROM THIS
 NZ1204'POINT.  CONTINUE UP TRACK ROAD FOR 0.25 MILE TO TOP OF RIDGE AND
 NZ1204'STATION ON LEFT.
 NZ1204'
 NZ1204'THE STATION MARK, STAMPED BON USC AND GS 1962, IS A STATE HIGHWAY
 NZ1204'SURVEY STATION MARK DISK BRAZED TO THE TOP OF A 2 1/2-INCH PIPE
 NZ1204'THAT PROJECTS 6 INCHES.  IT IS 64 FEET NORTHEAST OF THE CENTER OF
 NZ1204'THREE POWER POLES AND 4 FEET SOUTHWEST OF WHITE WOODEN WITNESS
 NZ1204'POST.
 NZ1204'
 NZ1204'THERE WERE NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.
 NZ1204'
 NZ1204'THE STATION WAS MARKED IN 1962 AND OCCUPIED IN 1963.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0897 ***********************************************************************
 NY0897  DESIGNATION -  BONANZA
 NY0897  PID         -  NY0897
 NY0897  STATE/COUNTY-  OR/KLAMATH
 NY0897  USGS QUAD   -  BONANZA (1988)
 NY0897
 NY0897                         *CURRENT SURVEY CONTROL
 NY0897  ___________________________________________________________________
 NY0897* NAD 83(1991)-  42 14 06.91683(N)    121 25 48.25579(W)     ADJUSTED  
 NY0897* NAVD 88     -      1537.0    (meters)    5043.     (feet)  VERTCON   
 NY0897  ___________________________________________________________________
 NY0897  LAPLACE CORR-           3.52  (seconds)                    DEFLEC99
 NY0897  GEOID HEIGHT-         -22.23  (meters)                     GEOID03
 NY0897  HORZ ORDER  -  SECOND
 NY0897
 NY0897.The horizontal coordinates were established by classical geodetic methods
 NY0897.and adjusted by the National Geodetic Survey in October 1991.
 NY0897
 NY0897.The NAVD 88 height was computed by applying the VERTCON shift value to
 NY0897.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NY0897
 NY0897.The Laplace correction was computed from DEFLEC99 derived deflections.
 NY0897
 NY0897.The geoid height was determined by GEOID03.
 NY0897
 NY0897;                    North         East     Units Scale Factor Converg.
 NY0897;SPC OR S     -    63,588.422 1,423,226.955   MT  1.00002614   -0 38 10.7
 NY0897;SPC OR S     -   208,623.43  4,669,379.77   iFT  1.00002614   -0 38 10.7
 NY0897;UTM  10      - 4,677,089.899   629,539.376   MT  0.99980647   +1 03 19.5
 NY0897
 NY0897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NY0897!SPC OR S     -   0.99976248  x   1.00002614  =   0.99978862
 NY0897!UTM  10      -   0.99976248  x   0.99980647  =   0.99956900
 NY0897
 NY0897|---------------------------------------------------------------------|
 NY0897| PID    Reference Object                     Distance      Geod. Az  |
 NY0897|                                                           dddmmss.s |
 NY0897| CD6941 BONANZA RM 1                          7.731 METERS 09218     |
 NY0897| NY0914 HORTON                              APPROX.11.3 KM 2484435.4 |
 NY0897| CD6942 BONANZA RM 2                          4.506 METERS 26248     |
 NY0897| CD6940 BONANZA AZ MK                                      3272329.5 |
 NY0897|---------------------------------------------------------------------|
 NY0897
 NY0897                          SUPERSEDED SURVEY CONTROL
 NY0897
 NY0897  NAD 83(1986)-  42 14 06.91958(N)    121 25 48.25929(W) AD(       ) 2
 NY0897  NAD 27      -  42 14 07.38600(N)    121 25 44.25900(W) AD(       ) 2
 NY0897  NGVD 29 (07/19/86) 1535.9    (m)         5039.     (f) VERT ANG    3  
 NY0897
 NY0897.Superseded values are not recommended for survey control.
 NY0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0897.See file dsdata.txt to determine how the superseded data were derived.
 NY0897
 NY0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM2953977090(NAD 83)
 NY0897_MARKER: Z = SEE DESCRIPTION
 NY0897_SETTING: 0 = UNSPECIFIED SETTING
 NY0897
 NY0897  HISTORY     - Date     Condition        Report By
 NY0897  HISTORY     - 1948     MONUMENTED       USGS
 NY0897  HISTORY     - 1953     SEE DESCRIPTION  CGS
 NY0897
 NY0897                          STATION DESCRIPTION
 NY0897
 NY0897'DESCRIBED BY US GEOLOGICAL SURVEY 1948 (MTP)
 NY0897'THE STATION IS ABOUT 3 MILES NORTHWEST OF THE VILLAGE OF BONANZA,
 NY0897'AND ABOUT 500 FEET SOUTH OF THE HIGHEST POINT OF THE LONG RIDGE
 NY0897'WHICH SEPARATES YONNA VALLEY FROM LANGELL VALLEY.  THE RIDGE,
 NY0897'WHICH IS COVERED WITH BRUSH AND SCATTERED JUNIPER TREES, RUNS IN
 NY0897'A SOUTHEASTERLY DIRECTION, ENDING AT THE VILLAGE OF BONANZA.
 NY0897'
 NY0897'THIS STATION HAS NOT YET BEEN OCCUPIED BY AN OBSERVING UNIT.
 NY0897'
 NY0897'THE STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY DISK SET IN
 NY0897'THE TOP OF A BOULDER PROTRUDING 3 INCHES ABOVE THE GROUND.
 NY0897'
 NY0897'REFERENCE MARK NO. 1, STAMPED BONANZA NO 1 1948, IS A STANDARD
 NY0897'U.S. COAST AND GEODETIC SURVEY DISK SET IN A BOULDER PROTRUDING
 NY0897'8 INCHES ABOVE THE GROUND.  IT IS APPROXIMATELY 24 FEET EAST OF
 NY0897'THE STATION MARK.
 NY0897'
 NY0897'REFERENCE MARK NO. 2, STAMPED BONANZA NO 2 1948, IS A STANDARD
 NY0897'USC AND GS DISK SET IN A BOULDER PROTRUDING 4 INCHES ABOVE THE
 NY0897'GROUND.  IT IS APPROXIMATELY 15 FEET WEST OF THE STATION MARK.
 NY0897'
 NY0897'THE AZIMUTH MARK, STAMPED BONANZA 1948, IS A STANDARD USC AND GS
 NY0897'DISK SET IN A BOULDER PROTRUDING 8 INCHES ABOVE THE GROUND.  IT IS
 NY0897'APPROXIMATELY 180 YARDS NORTHWEST OF THE STATION AND ABOUT ON LINE
 NY0897'WITH STATION JUNIPER ROCK.
 NY0897'
 NY0897'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 66 AND
 NY0897'STATE HIGHWAY 70 IN DAIRY GO EASTERLY ON HIGHWAY 70, TOWARDS
 NY0897'BONANZA, FOR 3.2 MILES TO A GRADED ROAD ON LEFT.  TURN LEFT AND
 NY0897'GO NORTH ON THE GRADED ROAD FOR 1.2 MILES TO A RANCH HOUSE ON THE
 NY0897'LEFT AND A POTATO CELLAR ON THE RIGHT.  CONTINUE NORTH ON THE
 NY0897'GRADED ROAD FOR 0.5 MILE TO A WIRE GATE AT JUNIPER TREE ON THE
 NY0897'RIGHT.  TURN RIGHT, THROUGH GATE, AND CONTINUE EAST FOR 0.1
 NY0897'MILE.  TURN RIGHT AND GO SOUTH, PASSING ALONG EAST SIDE OF
 NY0897'DITCH, FOR 0.4 MILE TO A DIM TRACTOR ROAD LEADING LEFT.  (FROM
 NY0897'THIS POINT A TRUCK WITH A 4 WHEEL DRIVE IS NECESSARY.) TURN
 NY0897'LEFT, EAST, ON OLD TRACTOR ROAD AND CONTINUE UP SIDE OF HILL TO
 NY0897'SUMMIT NEAR A SMALL DIRT RESERVOIR.  PASS TO THE LEFT OF THE
 NY0897'DAM AND THEN BEAR RIGHT, SOUTHERLY, ACROSS A GRASSY FLAT ALONG
 NY0897'THE BASE OF THE RIDGE TO A SLIGHT SADDLE OF THE MAIN RIDGE AND
 NY0897'THE END OF TRUCK TRAVEL, A DISTANCE OF 1.7 MILES FROM THE START
 NY0897'OF THE TRACTOR ROAD.  FROM THE END OF TRUCK TRAVEL PACK
 NY0897'SOUTHEAST ALONG THE RIDGE FOR ABOUT 15 MINUTES TO THE STATION
 NY0897'SITE, ABOUT 500 FEET SOUTH OF THE HIGHEST POINT.
 NY0897'
 NY0897'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 NY0897
 NY0897                          STATION RECOVERY (1953)
 NY0897
 NY0897'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CTH)
 NY0897'THE STATION IS ABOUT 3 MILES NORTHWEST OF THE VILLAGE OF
 NY0897'BONANZA.  AND ABOUT 500 FEET SOUTH OF THE HIGHEST POINT OF THE
 NY0897'RIDGE.  THE RIDGE WHICH IS COVERED WITH SCATTERED JUNIPER TREES
 NY0897'AND BRUSH RUNS IN A SOUTHEASTERLY DIRECTION SEPARATING YONNA
 NY0897'VALLEY FROM LANGELL VALLEY AND ENDING AT THE SMALL VILLAGE OF
 NY0897'BONANZA.
 NY0897'
 NY0897'TO REACH THE STATION FROM THE JUNCTIONS OF STATE HIGHWAYS 66 AND
 NY0897'70 IN THE VILLAGE OF DAIRY GO EAST ON STATE HIGHWAY 70 FOR 3.2
 NY0897'MILES TO A GRADED ROAD ON THE LEFT.  TURN LEFT AND GO NORTH ON
 NY0897'THE GRADED ROAD FOR 1.2 MILE TO A RANCH HOUSE ON THE LEFT AND A
 NY0897'POTATO CELLAR ON THE RIGHT.  CONTINUE AHEAD ON THE GRADED ROAD
 NY0897'0.5 MILE TO A GATE ON THE RIGHT.  PASS THROUGH THE GATE AND GO
 NY0897'EAST FOR 0.1 MILE TO A GATE.  PASS THROUGH THE GATE AND TURN
 NY0897'RIGHT FOLLOWING ALONG THE FENCE FOR 0.4 MILE TO A DIM TRACTOR
 NY0897'ROAD ON THE LEFT.  TURN LEFT ON THE DIM TRACTOR ROAD FOR 0.9
 NY0897'MILE TO A SMALL DIRT RESERVOIR.  PASS AROUND THE RESERVOIR TO
 NY0897'THE LEFT AND THEN TURN RIGHT, SOUTHERLY, ALONG THE BASE OF THE
 NY0897'HILL FOR APPROXIMATELY 0.8 MILE TO A SLIGHT SADDLE ON THE
 NY0897'LEFT AND THE END OF TRUCK TRAVEL.  FROM THE DIM TRACTOR ROAD
 NY0897'LEADING EAST A 4-WHEEL DRIVE TRUCK IS NECESSARY AND MIGHT BE
 NY0897'POSSIBLE TO PICK A WAY THROUGH THE ROCKS TO THE STATION AS
 NY0897'DESCRIBED.
 NY0897'
 NY0897'THE STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY DISK SET
 NY0897'IN THE TOP OF A BOULDER THAT PROJECTS 3 INCHES ABOVE THE
 NY0897'GROUND.  THE DISK HAS NO STAMPING ON IT.
 NY0897'
 NY0897'REFERENCE MARK NO. 1, STAMPED BONANZA NO 1 1948, IS A STANDARD
 NY0897'DISK SET IN THE TOP OF A BOULDER THAT PROJECTS 8 INCHES ABOVE
 NY0897'THE GROUND.  IT IS APPROXIMATELY THE SAME ELEVATION AS THE STATION.
 NY0897'
 NY0897'REFERENCE MARK NO. 2, STAMPED BONANZA NO 2 1948, IS A STANDARD
 NY0897'DISK SET IN THE TOP OF A BOULDER THAT PROJECTS 4 INCHES ABOVE THE
 NY0897'GROUND.  IT IS APPROXIMATELY THE SAME ELEVATION AS THE STATION.
 NY0897'
 NY0897'THE AZIMUTH MARK, STAMPED, BONANZA 1948, IS A STANDARD DISK SET
 NY0897'IN THE TOP OF A BOULDER THAT PROJECTS 4 INCHES ABOVE THE
 NY0897'GROUND.  IT IS IN A CLEARED AREA FOR STATION JUNIPER ROCK AND
 NY0897'APPROXIMATELY 25 FEET LOWER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2128 ***********************************************************************
 QE2128  DESIGNATION -  BOND
 QE2128  PID         -  QE2128
 QE2128  STATE/COUNTY-  OR/LINN
 QE2128  USGS QUAD   -  INDIAN HEAD (1969)
 QE2128
 QE2128                         *CURRENT SURVEY CONTROL
 QE2128  ___________________________________________________________________
 QE2128* NAD 83(1991)-  44 19 05.88923(N)    123 03 03.75601(W)     ADJUSTED  
 QE2128* NAVD 88     -       154.     (meters)     505.     (feet)  SCALED    
 QE2128  ___________________________________________________________________
 QE2128  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 QE2128  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 QE2128  HORZ ORDER  -  THIRD
 QE2128
 QE2128.The horizontal coordinates were established by classical geodetic methods
 QE2128.and adjusted by the National Geodetic Survey in October 1991.
 QE2128
 QE2128.The orthometric height was scaled from a topographic map.
 QE2128
 QE2128.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2128
 QE2128.The geoid height was determined by GEOID03.
 QE2128
 QE2128;                    North         East     Units Scale Factor Converg.
 QE2128;SPC OR N     -    75,625.269 2,296,520.614   MT  1.00000382   -1 48 33.0
 QE2128;SPC OR N     -   248,114.40  7,534,516.45   iFT  1.00000382   -1 48 33.0
 QE2128;SPC OR S     -   297,673.260 1,296,499.404   MT  1.00009652   -1 44 43.0
 QE2128;SPC OR S     -   976,618.31  4,253,606.97   iFT  1.00009652   -1 44 43.0
 QE2128;UTM  10      - 4,907,228.261   495,929.588   MT  0.99960020   -0 02 08.4
 QE2128
 QE2128!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2128!SPC OR N     -   0.99997948  x   1.00000382  =   0.99998330
 QE2128!SPC OR S     -   0.99997948  x   1.00009652  =   1.00007600
 QE2128!UTM  10      -   0.99997948  x   0.99960020  =   0.99957969
 QE2128
 QE2128:                Primary Azimuth Mark                     Grid Az
 QE2128:SPC OR N     -  8 FMK                                    030 38 06.2
 QE2128:SPC OR S     -  8 FMK                                    030 34 16.2
 QE2128:UTM  10      -  8 FMK                                    028 51 41.6
 QE2128
 QE2128|---------------------------------------------------------------------|
 QE2128| PID    Reference Object                     Distance      Geod. Az  |
 QE2128|                                                           dddmmss.s |
 QE2128| CD9497 8 FMK                                              0284933.2 |
 QE2128| QE2129 OP 2                                 67.333 METERS 14427     |
 QE2128| CE0958 OP 1                                               2964323.0 |
 QE2128| QE2133 BOND BUTTE                           25.914 METERS 30400     |
 QE2128| QE2131 CONTROL STATION                      23.590 METERS 30511     |
 QE2128| CD9626 BOND BUTTE RM 2                      29.322 METERS 31907     |
 QE2128|---------------------------------------------------------------------|
 QE2128
 QE2128                          SUPERSEDED SURVEY CONTROL
 QE2128
 QE2128  NAD 83(1986)-  44 19 05.90684(N)    123 03 03.78290(W) AD(       ) 3
 QE2128  NAD 27      -  44 19 06.45893(N)    123 02 59.46017(W) AD(       ) 3
 QE2128
 QE2128.Superseded values are not recommended for survey control.
 QE2128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2128.See file dsdata.txt to determine how the superseded data were derived.
 QE2128
 QE2128_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ9593007228(NAD 83)
 QE2128_MARKER: DD = SURVEY DISK
 QE2128_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QE2128_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 QE2128
 QE2128  HISTORY     - Date     Condition        Report By
 QE2128  HISTORY     - 1945     MONUMENTED       USGS
 QE2128  HISTORY     - 1968     POOR             CGS
 QE2128  HISTORY     - 1975     POOR             NGS
 QE2128
 QE2128                          STATION DESCRIPTION
 QE2128
 QE2128'DESCRIBED BY US GEOLOGICAL SURVEY 1945 (ANS)
 QE2128'STATION IS LOCATED ON THE HIGHEST ELEVATION OF BOND BUTTE, A LONE
 QE2128'BUTTE NEARLY BARE OF TREES AND GRASS COVERED.  ABOUT 7 MILES NE
 QE2128'OF HARRISBURG, AND ABOUT 5 MILES SE OF HALSEY.
 QE2128'
 QE2128'TO REACH STATION FROM THE INTERSECTION OF U.S. HIGHWAY 99E AND
 QE2128'STATE HIGHWAY 228 AT HALSEY, GO S ON U.S. HIGHWAY 99E FOR 3.0
 QE2128'MILES, TURN LEFT, CROSS THE RAILROAD TRACKS AND GO E ON THE
 QE2128'GRAVELED ROAD FOR 1.6 MILES, TURN RIGHT (S) AND GO 1.2 MILES,
 QE2128'TURN LEFT (E) AND GO 1.4 MILES, CROSS THE RAILROAD TRACKS AND
 QE2128'TURN SHARP RIGHT THROUGH A GATE AND CONTINUE SW ON A LANE FOR
 QE2128'0.2 MILE, KEEP TO THE RIGHT OF THE QUARRY AND FOLLOW THE FENCE
 QE2128'LINE E FOR ABOUT 0.2 MILE TO THE TOP OF THE HILL AND THE
 QE2128'STATION.
 QE2128'
 QE2128'STATION MARK IS A STANDARD BRONZE CAP OF THE U.S. GEOLOGICAL
 QE2128'SURVEY WHICH IS RIVETED TO THE TOP OF A 4-INCH IRON PIPE WHICH
 QE2128'PROJECTS 18 INCHES.  THE DISK IS UNSTAMPED.
 QE2128'
 QE2128'A U.S.E. MARK IS LOCATED ON THE EXTREME E EDGE OF THE HILL AND
 QE2128'IS ABOUT 2 FEET LOWER THAN THE STATION MARK.  IT IS STAMPED
 QE2128'O P 2.  THE MARK, A BRONZE CAP WELDED TO THE TOP OF A 4-INCH
 QE2128'IRON PIPE, PROJECTS 10 INCHES AND IS A CORPS OF ENGINEERS,
 QE2128'U.S. ARMY, CONTROL STATION CAP.
 QE2128'
 QE2128'A CORPS OF ENGINEERS, U.S. ARMY, TRIANGULATION-STATION DISK IS
 QE2128'IN THE CENTER OF THE CONCRETE PLATFORM UNDERNEATH THE AIRWAY BEACON
 QE2128'LIGHT TOWER.  IT IS AT ABOUT THE SAME ELEVATION AS THE
 QE2128'STATION.  THE REFERENCE MARKS TO THIS STATION ARE IN GOOD
 QE2128'CONDITION.  THE MARK IS A BRONZE DISK CEMENTED INTO A DRILL HOLE
 QE2128'AND IS STAMPED BOND BUTTE 1941.
 QE2128'
 QE2128'A CORPS OF ENGINEERS, U.S. ARMY, CONTROL STATION CAP IS W OF THE
 QE2128'STATION AND JUST E OF THE AIRWAY BEACON.  IT IS A BRONZE CAP WELDED
 QE2128'TO A 4-INCH IRON PIPE WHICH PROJECTS 3 INCHES.  THE CAP IS
 QE2128'UNSTAMPED.
 QE2128'
 QE2128'AZIMUTH MARK IS LOCATED ON THE EXTREME W EDGE OF THE HILL, JUST
 QE2128'ABOVE THE QUARRY, AND ABOUT 0.3 MILE W OF THE STATION.  IT IS A
 QE2128'CORPS OF ENGINEERS, U.S. ARMY, DISK SET IN A DRILL HOLE IN
 QE2128'OUTCROPPING BEDROCK.  THE DISK IS STAMPED O P 1.
 QE2128
 QE2128                          STATION RECOVERY (1968)
 QE2128
 QE2128'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (NET)
 QE2128'THE STATION MARK, AN UNSTAMPED U.S. GEOLOGICAL SURVEY CAP RIVETED
 QE2128'TO A 4-INCH IRON PIPE WAS RECOVERED.  IT IS OUT OF PLUMB BUT
 QE2128'SHOWS NO SIGN OF BEING HIT AND IS SOLID IN ITS MOORING.  A METAL
 QE2128'WITNESS POST WAS PLACED 2 FEET NORTHEAST OF THE STATION MARK.
 QE2128'
 QE2128'REFERENCE MARK OP 2, STAMPED OP 2, HAS BEEN BUMPED BY HEAVY
 QE2128'MACHINERY AND IS LEANING BUT SOLID.
 QE2128'
 QE2128'BOND BUTTE (U.S.E.), STAMPED BOND BUTTE 1941, WAS RECOVERED IN
 QE2128'GOOD CONDITION.  THE BEACON HAS BEEN REMOVED.
 QE2128'
 QE2128'CONTROL STATION (U.S.E.), UNSTAMPED, WAS RECOVERED IN GOOD
 QE2128'CONDITION AS DESCRIBED.
 QE2128'
 QE2128'OP 1, STAMPED OP 1, WHICH WAS USED FOR THE AZIMUTH MARK WAS
 QE2128'RECOVERED AS DESCRIBED.  A ROCK CAIRN WAS BUILT 0.5 FOOT WEST OF
 QE2128'OP 1.
 QE2128'
 QE2128'THE STATION IS ON THE SUMMIT OF BOND BUTTE, WHICH IS OWNED BY
 QE2128'MR. FRANK BOND.
 QE2128'
 QE2128'ROADS HAVE CHANGED.  THE FOLLOWING IS A NEW TO REACH.
 QE2128'
 QE2128'TO REACH THE STATION FROM THE HALSEY SCHOOL GO SOUTH ON
 QE2128'U.S. HIGHWAY 99 E FOR 2.9 MILES TO A CROSSROAD, TURN LEFT ACROSS
 QE2128'THE RAILROAD TRACKS AND GO EAST ON THE GRAVELED ROAD FOR 1.5
 QE2128'MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND GO SOUTH ON THE
 QE2128'GRAVELED ROAD FOR 1.5 MILES TO BOND BUTTE ROAD ON THE LEFT, TURN
 QE2128'LEFT AND GO EAST ON BOND BUTTE ROAD AND THE BOND BUTTE OVERPASS
 QE2128'OVER THE FREEWAY, FOR 1.1 MILES TO A SIDE ROAD RIGHT,
 QE2128'IMMEDIATELY AFTER CROSSING THE RAILROAD TRACKS, TURN RIGHT AND
 QE2128'GO SOUTH PARALLELING THE RAILROAD FOR 0.25 MILE TO A GATE
 QE2128'AT THE ENTRANCE TO THE QUARRY, PASS THROUGH THE GATE AND GO
 QE2128'SOUTH AND EAST ON THE DIRT ROAD FOR 0.3 MILE TO THE END OF TRUCK
 QE2128'TRAVEL.  PACK NORTHEAST FOR 5 MINUTES TO THE FIRST SUMMIT AND
 QE2128'STATION.
 QE2128'
 QE2128'TO REACH THE AZIMUTH MARK FROM THE STATION HIKE WEST ALONG THE
 QE2128'CREST OF THE RIDGE FOR 0.2 MILE TO THE MARK.
 QE2128
 QE2128                          STATION RECOVERY (1975)
 QE2128
 QE2128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 QE2128'THE STATION MARK, AND OP 2 (USE) WERE RECOVERED.  THE STATION MARK
 QE2128'IS SLIGHTLY OUT OF PLUMB, LEANING TO THE NORTHWEST.  OP 2 (USE)
 QE2128'HAD BEEN HIT BY HEAVY MACHINERY, AND WAS LEANING ABOUT 45
 QE2128'DEGREES.  IT WAS PLUMBED THIS DATE, BUT NOT RE-STAMPED.  OP 1
 QE2128'(USE), WHICH HAD BEEN USED FOR THE AZIMUTH MARK, WAS SEARCHED FOR
 QE2128'BUT NOT RECOVERED.  ANOTHER AZIMUTH MARK WAS ESTABLISHED.  A NEW
 QE2128'AND COMPLETE DESCRIPTION FOLLOWS.
 QE2128'
 QE2128'THE STATION IS ON THE SUMMIT OF BOND BUTTE, WHICH IS OWNED BY
 QE2128'MADGE BOND, AND LEASED TO MR. ROBERT BOND.
 QE2128'
 QE2128'TO REACH THE STATION FROM THE HALSEY POST OFFICE GO WEST ON H
 QE2128'STREET FOR 1 BLOCK TO U.S. HIGHWAY 99E, TURN LEFT, AND GO SOUTH
 QE2128'ON THE HIGHWAY FOR 2.7 MILES TO A CROSSROAD, TURN LEFT, CROSS THE
 QE2128'RAILROAD TRACKS, AND GO EAST ON COUNTY ROAD 513 FOR 1.5 MILES TO
 QE2128'A SIDE ROAD RIGHT, TURN RIGHT, AND GO SOUTH ON COUNTY ROAD 515
 QE2128'FOR 1.5 MILES TO A SIDE ROAD LEFT, TURN LEFT, AND GO EAST ON
 QE2128'BOND BUTTE ROAD FOR 1.2 MILES TO A GRAVELED ROAD RIGHT, JUST
 QE2128'AFTER CROSSING THE RAILROAD TRACKS, TO REACH 8 FMK (USGS),
 QE2128'AZIMUTH MARK, FROM HERE CONTINUE EAST ON BOND BUTTE ROAD FOR 0.35
 QE2128'MILE TO A SIDE ROAD, AND THE MARK ON THE LEFT.  JUST AFTER
 QE2128'CROSSING THE RAILROAD TRACKS, TURN RIGHT, AND GO SOUTHWEST
 QE2128'ON THE GRAVELED ROAD FOR 0.25 TO WHERE THE ROAD TURNS TO THE
 QE2128'SOUTHEAST, GO SOUTHEAST FOR 0.3 MILE TO THE ROCK QUARRY,
 QE2128'AND THE END OF TRUCK TRAVEL.  PACK NNE UP THE ROCK LEDGE, THEN
 QE2128'ACROSS THE TOP TO THE HIGHEST PART, AND STATION.  LENGTH OF
 QE2128'PACK IS 5 MINUTES.
 QE2128'
 QE2128'THE STATION MARK, IS AN UNSTAMPED U.S. GEOLOGICAL SURVEY CAP ON
 QE2128'A 4-INCH PIPE THAT PROJECTS 2 FEET, IT IS 2 FEET WEST OF A METAL
 QE2128'WITNESS POST.
 QE2128'
 QE2128'OP 2 (USE) IS A U.S. ENGINEERS CONTROL STATION DISK ON A 4-INCH
 QE2128'PIPE THAT PROJECTS 5-INCHES.
 QE2128'
 QE2128'BOND BUTTE (USE) R.M. 2, STAMPED BOND BUTTE RM 2 1941, IS A
 QE2128'U.S. ENGINEERS DISK CEMENTED IN A DRILL HOLE IN THE POINT OF THE
 QE2128'CONCRETE ARROW, WHICH WAS THE BASE FOR THE FORMER BEACON.
 QE2128'
 QE2128'FOR THE DESCRIPTION TO BOND BUTTE (USE) 1945, SEE THE RECOVERY
 QE2128'NOTE THEREOF.
 QE2128'
 QE2128'THE DISTANCE BETWEEN BOND BUTTE (USE) 1945, AND BOND BUTTE (USE)
 QE2128'R.M. 2 IS 25.98 FEET OR 7.919 METERS.
 QE2128'
 QE2128'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QE2128'6 MILES SOUTHEAST OF HALSEY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2133 ***********************************************************************
 QE2133  DESIGNATION -  BOND BUTTE
 QE2133  PID         -  QE2133
 QE2133  STATE/COUNTY-  OR/LINN
 QE2133  USGS QUAD   -  INDIAN HEAD (1969)
 QE2133
 QE2133                         *CURRENT SURVEY CONTROL
 QE2133  ___________________________________________________________________
 QE2133* NAD 83(1991)-  44 19 06.35874(N)    123 03 04.72547(W)     ADJUSTED  
 QE2133* NAVD 88     -       154.     (meters)     505.     (feet)  SCALED    
 QE2133  ___________________________________________________________________
 QE2133  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 QE2133  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 QE2133  HORZ ORDER  -  SECOND
 QE2133
 QE2133.The horizontal coordinates were established by classical geodetic methods
 QE2133.and adjusted by the National Geodetic Survey in October 1991.
 QE2133
 QE2133.The orthometric height was scaled from a topographic map.
 QE2133
 QE2133.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2133
 QE2133.The geoid height was determined by GEOID03.
 QE2133
 QE2133;                    North         East     Units Scale Factor Converg.
 QE2133;SPC OR N     -    75,640.432 2,296,499.599   MT  1.00000378   -1 48 33.7
 QE2133;SPC OR N     -   248,164.15  7,534,447.50   iFT  1.00000378   -1 48 33.7
 QE2133;SPC OR S     -   297,688.401 1,296,478.370   MT  1.00009657   -1 44 43.7
 QE2133;SPC OR S     -   976,667.98  4,253,537.96   iFT  1.00009657   -1 44 43.7
 QE2133;UTM  10      - 4,907,242.760   495,908.122   MT  0.99960021   -0 02 09.1
 QE2133
 QE2133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2133!SPC OR N     -   0.99997948  x   1.00000378  =   0.99998326
 QE2133!SPC OR S     -   0.99997948  x   1.00009657  =   1.00007605
 QE2133!UTM  10      -   0.99997948  x   0.99960021  =   0.99957970
 QE2133
 QE2133|---------------------------------------------------------------------|
 QE2133| PID    Reference Object                     Distance      Geod. Az  |
 QE2133|                                                           dddmmss.s |
 QE2133| CD9626 BOND BUTTE RM 2                       7.919 METERS 01657     |
 QE2133| CD9497 8 FMK                                              0305625.9 |
 QE2133| QE2128 BOND                                 25.914 METERS 12400     |
 QE2133| CD9625 BOND BUTTE RM 1                      21.888 METERS 28050     |
 QE2133| QE2147 HALSEY AMERICAN CAN COMPANY TANK    APPROX.11.3 KM 3081629.9 |
 QE2133|---------------------------------------------------------------------|
 QE2133
 QE2133                          SUPERSEDED SURVEY CONTROL
 QE2133
 QE2133  NAD 83(1986)-  44 19 06.37638(N)    123 03 04.75242(W) AD(       ) 2
 QE2133  NAD 27      -  44 19 06.92845(N)    123 03 00.42960(W) AD(       ) 2
 QE2133
 QE2133.Superseded values are not recommended for survey control.
 QE2133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2133.See file dsdata.txt to determine how the superseded data were derived.
 QE2133
 QE2133_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ9590807243(NAD 83)
 QE2133_MARKER: DD = SURVEY DISK
 QE2133_SETTING: 0 = UNSPECIFIED SETTING
 QE2133
 QE2133  HISTORY     - Date     Condition        Report By
 QE2133  HISTORY     - 1941     MONUMENTED       USE
 QE2133  HISTORY     - 1975     GOOD             NGS
 QE2133
 QE2133                          STATION DESCRIPTION
 QE2133
 QE2133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 QE2133'THE STATION MARK, AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 QE2133'CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR, BUT NOT
 QE2133'RECOVERED.  ANOTHER AZIMUTH MARK WAS ESTABLISHED.  A NEW AND
 QE2133'COMPLETE DESCRIPTION FOLLOWS.
 QE2133'
 QE2133'THE STATION IS ON THE SUMMIT OF BOND BUTTE, WHICH IS OWNED BY
 QE2133'MADGE BOND, AND LEASED TO MR. ROBERT BOND, WHO LIVES IN THE RANCH
 QE2133'BUILDINGS ON THE NORTH SIDE OF THE BUTTE.
 QE2133'
 QE2133'TO REACH THE STATION FROM THE HALSEY POST OFFICE GO WEST FOR 1
 QE2133'BLOCK TO U.S. HIGHWAY 99E, TURN LEFT, AND GO SOUTH ON THE HIGHWAY
 QE2133'FOR 2.7 MILES TO A CROSSROAD, TURN LEFT, CROSS THE RAILROAD TRACKS,
 QE2133'AND GO EAST ON COUNTY ROAD 513 FOR 1.5 MILES TO A SIDE ROAD RIGHT,
 QE2133'TURN RIGHT, AND GO SOUTH ON COUNTY ROAD 515 FOR 1.5 MILES TO A
 QE2133'SIDE ROAD LEFT, TURN LEFT, AND GO EAST ON BOND BUTTE ROAD FOR
 QE2133'1.2 MILES TO A GRAVELED ROAD RIGHT, JUST AFTER CROSSING THE
 QE2133'RAILROAD TRACKS, TO REACH 8 FMK (USGS) AZIMUTH MARK FROM HERE
 QE2133'CONTINUE EAST ON BOND BUTTE ROAD FOR 0.35 MILE TO A SIDE
 QE2133'ROAD, AND THE MARK ON THE LEFT.  JUST AFTER CROSSING THE
 QE2133'RAILROAD TRACKS, TURN RIGHT, AND GO SOUTHWEST ON THE GRAVELED ROAD
 QE2133'FOR 0.25 MILE, THEN GO SOUTHEAST FOR 0.3 MILE TO THE ROCK
 QE2133'QUARRY, AND THE END OF TRUCK TRAVEL.  PACK NNE UP THE ROCK
 QE2133'LEDGE, THEN ACROSS THE TOP TO THE HIGHEST PART, AND THE STATION.
 QE2133'
 QE2133'THE STATION MARK, STAMPED BOND BUTTE 1941, IS A U.S. ENGINEERS
 QE2133'DISK CEMENTED IN A DRILL HOLE IN THE CONCRETE ARROW, WHICH WAS
 QE2133'THE BASE FOR THE FORMER BEACON.
 QE2133'
 QE2133'REFERENCE MARK NO. 1, STAMPED BOND BUTTE RM 1 1941, IS A
 QE2133'U.S. ENGINEERS DISK SET IN A CONCRETE POST THAT PROJECTS
 QE2133'5-INCHES.  IT IS 4 FEET LOWER THAN THE STATION.
 QE2133'
 QE2133'REFERENCE MARK NO. 2, STAMPED BOND BUTTE RM 2 1941, IS A
 QE2133'U.S. ENGINEERS DISK CEMENTED IN A DRILL HOLE IN THE POINT OF THE
 QE2133'CONCRETE ARROW, AND 1 FOOT LOWER THAN THE STATION.
 QE2133'
 QE2133'8 FMK (USGS), AZIMUTH MARK, IS A U.S. GEOLOGICAL SURVEY DISK,
 QE2133'STAMPED 8 FMK 1968, ATTACHED TO A ROD, FLUSH WITH THE GROUND,
 QE2133'AND IN A 6-INCH CONCRETE PROTECTIVE TILE, 26 FEET NORTH OF THE
 QE2133'CENTER OF BOND BUTTE ROAD, 22 FEET EAST OF THE CENTER OF COUNTY
 QE2133'ROAD 511, AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 QE2133'
 QE2133'FOR THE DESCRIPTION OF BOND (USGS) 1945, SEE THE RECOVERY NOTE
 QE2133'THEREOF.
 QE2133'
 QE2133'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QE2133'6 MILES SOUTHEAST OF HALSEY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0936 ***********************************************************************
 QC0936  DESIGNATION -  BONE
 QC0936  PID         -  QC0936
 QC0936  STATE/COUNTY-  OR/GRANT
 QC0936  USGS QUAD   -  MEADOW BROOK SUMMIT (1995)
 QC0936
 QC0936                         *CURRENT SURVEY CONTROL
 QC0936  ___________________________________________________________________
 QC0936* NAD 83(1991)-  44 59 07.99035(N)    119 01 48.81369(W)     ADJUSTED  
 QC0936* NAVD 88     -      1381.1    (meters)    4531.     (feet)  VERTCON   
 QC0936  ___________________________________________________________________
 QC0936  LAPLACE CORR-           4.86  (seconds)                    DEFLEC99
 QC0936  GEOID HEIGHT-         -18.42  (meters)                     GEOID03
 QC0936  HORZ ORDER  -  SECOND
 QC0936
 QC0936.The horizontal coordinates were established by classical geodetic methods
 QC0936.and adjusted by the National Geodetic Survey in October 1991.
 QC0936
 QC0936.The NAVD 88 height was computed by applying the VERTCON shift value to
 QC0936.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QC0936
 QC0936.The Laplace correction was computed from DEFLEC99 derived deflections.
 QC0936
 QC0936.The geoid height was determined by GEOID03.
 QC0936
 QC0936;                    North         East     Units Scale Factor Converg.
 QC0936;SPC OR N     -   147,610.508 2,615,898.122   MT  0.99989967   +1 02 32.4
 QC0936;SPC OR N     -   484,286.44  8,582,342.92   iFT  0.99989967   +1 02 32.4
 QC0936;UTM  11      - 4,983,350.549   339,946.861   MT  0.99991500   -1 26 07.9
 QC0936
 QC0936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QC0936!SPC OR N     -   0.99978640  x   0.99989967  =   0.99968609
 QC0936!UTM  11      -   0.99978640  x   0.99991500  =   0.99970142
 QC0936
 QC0936|---------------------------------------------------------------------|
 QC0936| PID    Reference Object                     Distance      Geod. Az  |
 QC0936|                                                           dddmmss.s |
 QC0936| QC0941 BONE POINT LOT                       11.900 METERS 18223     |
 QC0936| QC0942 BONE POINT LOOKOUT TOWER             10.822 METERS 18704     |
 QC0936| CD6943 BONE AZ MK                                         3085843.4 |
 QC0936| CD6944 BONE RM 2                             9.611 METERS 35012     |
 QC0936|---------------------------------------------------------------------|
 QC0936
 QC0936                          SUPERSEDED SURVEY CONTROL
 QC0936
 QC0936  NAD 83(1986)-  44 59 07.99752(N)    119 01 48.80927(W) AD(       ) 2
 QC0936  NAD 27      -  44 59 08.43900(N)    119 01 44.88800(W) AD(       ) 2
 QC0936  NGVD 29 (07/19/86) 1379.9    (m)         4527.     (f) VERT ANG    3  
 QC0936
 QC0936.Superseded values are not recommended for survey control.
 QC0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0936.See file dsdata.txt to determine how the superseded data were derived.
 QC0936
 QC0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK3994783351(NAD 83)
 QC0936_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QC0936_SETTING: 66 = SET IN ROCK OUTCROP
 QC0936
 QC0936  HISTORY     - Date     Condition        Report By
 QC0936  HISTORY     - 1946     MONUMENTED       CGS
 QC0936
 QC0936                          STATION DESCRIPTION
 QC0936
 QC0936'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 QC0936'STATION IS LOCATED ABOUT 4 MILES WEST OF DALE AND ABOUT 11-1/2
 QC0936'MILES SOUTH-SOUTHWEST OF UKIAH, IN THE WHITMAN NATIONAL FOREST
 QC0936'AT THE BONE PT. LOOKOUT TOWER.  STATION IS ABOUT 30 FEET NORTH
 QC0936'OF THE LOOKOUT TOWER AND ABOUT 50 FEET EAST OF THE SMALL
 QC0936'HOUSE.  THE MARK IS SET IN BEDROCK OUTCROP WHICH PROJECTS ABOUT
 QC0936'6 FEET AND IS ABOUT 10 FEET SOUTH OF A BOULDER ABOUT 4 FEET
 QC0936'HIGHER.  THE MARK IS STAMPED--BONE 1946.
 QC0936'
 QC0936'REFERENCE MARK NO. 1 IS A U.S. FOREST SERVICE TRIANGULATION
 QC0936'BRONZE DISK STAMPED--BONE POINT L.O.T. 1936 SET IN BEDROCK OUTCROP
 QC0936'3 FEET NORTHWEST OF THE SOUTHEAST LEG OF THE LOOKOUT TOWER.  IT
 QC0936'IS ABOUT 6 FEET LOWER THAN THE STATION.
 QC0936'
 QC0936'REFERENCE MARK NO. 2 IS NORTH-NORTHWEST OF THE STATION AND ABOUT
 QC0936'10 FEET LOWER.  IT IS ABOUT 30 FEET EAST OF THE NORTHEAST CORNER
 QC0936'OF THE HOUSE AND IS SET IN A BOULDER WHICH IS 2 BY 5 FEET IN
 QC0936'DIAMETER AND PROJECTS 6 INCHES.  THE MARK PROJECTS 6 INCHES AND
 QC0936'IS STAMPED--BONE NO 2 1946.
 QC0936'
 QC0936'THE AZIMUTH MARK IS ABOUT 0.4 MILE AIRLINE NORTHWEST OF THE
 QC0936'STATION NEAR THE CENTER OF THE RIDGE, 22 PACES SOUTHEAST OF A
 QC0936'FORKED, 3-FOOT FIR TREE, AND 6 PACES NORTH OF A 20 INCH
 QC0936'JUNIPER.  THE MARK IS SET IN A LARGE FLAT BOULDER WHICH PROJECTS
 QC0936'14 INCHES AND IS STAMPED--BONE 1946.
 QC0936'
 QC0936'SUBSTITUTE STATION IS P.P. 107V-95A WHICH IS A JUNIPER TREE ABOUT
 QC0936'1 FOOT IN DIAMETER.  IT IS ABOUT 42 FEET SOUTH-SOUTHWEST OF THE
 QC0936'SOUTHWEST LEG OF THE LOOKOUT TOWER AND ABOUT 40 FEET NORTH OF
 QC0936'THE SHARP BREAK OF HILL AND 42 FEET WEST OF ANOTHER JUNIPER.
 QC0936'
 QC0936'TO REACH FROM THE STORE AND POST OFFICE IN DALE, GO SOUTHERLY
 QC0936'TOWARD LONG CREEK FOR 5.3 MILES TO A SIDE ROAD RIGHT THROUGH
 QC0936'CATTLE GUARD AND SIGNS ON THE LEFT.  TURN RIGHT AS PER SIGN BONE
 QC0936'PT. L. O. 8 AND GO 2.7 MILES TO A CROSSROAD AT TOP OF RIDGE AND
 QC0936'SIGN ON LEFT BONE PT. 4.  TURN RIGHT AND TAKE RIGHT FORK AND GO
 QC0936'0.35 MILE TO WIRE GATE.  PASS THROUGH GATE AND CONTINUE 0.8 MILE
 QC0936'ON MAIN TRAVELED ROAD TO A SIDE ROAD LEFT.  TURN LEFT ALONG
 QC0936'FENCE LINE AND GO 0.75 MILE TO A JUNCTION OF A GRADED ROAD.
 QC0936'KEEP RIGHT AND CONTINUE FOR 0.75 MILE TO FORK.  LEAVE MAIN ROAD
 QC0936'AND TAKE LEFT FORK AND GO 0.25 MILE TO CROSSROAD.  CONTINUE
 QC0936'STRAIGHT AHEAD FOR 0.3 MILE TO A FORK.  TAKE RIGHT FORK AND GO
 QC0936'0.25 MILE TO ANOTHER FORK.  TAKE LEFT FORK AND CONTINUE FOR
 QC0936'0.25 MILE TO THE LOOKOUT AND STATION SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1137 ***********************************************************************
 OA1137  DESIGNATION -  BONE
 OA1137  PID         -  OA1137
 OA1137  STATE/COUNTY-  OR/DOUGLAS
 OA1137  USGS QUAD   -  REEDSPORT (1985)
 OA1137
 OA1137                         *CURRENT SURVEY CONTROL
 OA1137  ___________________________________________________________________
 OA1137* NAD 83(1991)-  43 42 50.08965(N)    124 06 19.11700(W)     ADJUSTED  
 OA1137* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 OA1137  ___________________________________________________________________
 OA1137  LAPLACE CORR-          12.64  (seconds)                    DEFLEC99
 OA1137  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 OA1137  HORZ ORDER  -  THIRD
 OA1137
 OA1137.The horizontal coordinates were established by classical geodetic methods
 OA1137.and adjusted by the National Geodetic Survey in October 1991.
 OA1137
 OA1137.The orthometric height was scaled from a topographic map.
 OA1137
 OA1137.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1137
 OA1137.The geoid height was determined by GEOID03.
 OA1137
 OA1137;                    North         East     Units Scale Factor Converg.
 OA1137;SPC OR S     -   233,670.609 1,209,553.150   MT  0.99993987   -2 27 59.6
 OA1137;SPC OR S     -   766,635.86  3,968,350.23   iFT  0.99993987   -2 27 59.6
 OA1137;UTM  10      - 4,840,692.241   410,957.775   MT  0.99969752   -0 45 50.0
 OA1137
 OA1137!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1137!SPC OR S     -   1.00000374  x   0.99993987  =   0.99994361
 OA1137!UTM  10      -   1.00000374  x   0.99969752  =   0.99970126
 OA1137
 OA1137|---------------------------------------------------------------------|
 OA1137| PID    Reference Object                     Distance      Geod. Az  |
 OA1137|                                                           dddmmss.s |
 OA1137| CD9627 BONE RM 1                                          00659     |
 OA1137| CD9628 BONE RM 2                                          06638     |
 OA1137| OA1124 JOHN                                APPROX. 0.7 KM 1524103.3 |
 OA1137|---------------------------------------------------------------------|
 OA1137
 OA1137                          SUPERSEDED SURVEY CONTROL
 OA1137
 OA1137  NAD 83(1986)-  43 42 50.09350(N)    124 06 19.16528(W) AD(       ) 3
 OA1137  NAD 27      -  43 42 50.66500(N)    124 06 14.75300(W) AD(       ) 3
 OA1137
 OA1137.Superseded values are not recommended for survey control.
 OA1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1137.See file dsdata.txt to determine how the superseded data were derived.
 OA1137
 OA1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP1095840692(NAD 83)
 OA1137
 OA1137  HISTORY     - Date     Condition        Report By
 OA1137  HISTORY     - 1920     MONUMENTED       CGS
 OA1137  HISTORY     - 1934     SEE DESCRIPTION  USE
 OA1137  HISTORY     - 1936     SEE DESCRIPTION  CGS
 OA1137  HISTORY     - 1948     SEE DESCRIPTION  CGS
 OA1137
 OA1137                          STATION DESCRIPTION
 OA1137
 OA1137'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (OWS)
 OA1137'THIS STATION IS ON THE WESTERN CORNER OF BONE ISLAND, 3 METERS
 OA1137'FROM SHORE LINE AND 160 METERS NW OF THE WESTERN CORNER OF THE
 OA1137'MAIN ROCKY SHORE LINE OF THE ISLAND.
 OA1137'
 OA1137'STATION AND REFERENCE MARKS ARE STANDARD BRONNZE DISKS SET IN
 OA1137'CONCRETE, AS DESCRIBED IN NOTES 1 AND 11.
 OA1137
 OA1137                          STATION RECOVERY (1934)
 OA1137
 OA1137'RECOVERY NOTE BY US ENGINEERS 1934
 OA1137'FOUND STATION BONE HAD CAVED OFF THE TIDE LAND.  IT WAS RESET IN
 OA1137'ITS ORIGINAL POSITION FROM INFORMATION ON BOTH REFERENCE MARKS
 OA1137'OBTAINED FROM A LOCAL MAN BY THE NAME OF MR. FORD.  THE STATION NOW
 OA1137'CAN ONLY BE OCCUPIED BETWEEN LOW WATER AND ABOUT HALF TIDE LEVEL.
 OA1137
 OA1137                          STATION RECOVERY (1936)
 OA1137
 OA1137'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (LAM)
 OA1137'THIS STATION IS ON THE EXTREME WESTERN END OF BOLON ISLAND, WHICH
 OA1137'LIES IN UMPQUA RIVER JUST N OF REEDSPORT.  STATION IS ABOUT 0.25
 OA1137'MILE FROM A DEEP CUT WHICH CARRIES THE OREGON COAST HIGHWAY
 OA1137'(U.S.101) THROUGH THE BACKBONE OF THE ISLAND, AND ABOUT 500 FEET
 OA1137'NW OF THE WESTERN END OF THIS ROCKY BACKBONE.
 OA1137'
 OA1137'IN 1936 IT WAS REPORTED THAT STATION MARK HAD CAVED OVER BANK,
 OA1137'AND POSITION IS LOST, ALTHOUGH AT THAT TIME CONCRETE POST WAS VERY
 OA1137'CLOSE TO ORIGINAL LOCATION.
 OA1137'
 OA1137'THE TWO REFERENCE MARKS WERE BOTH IN GOOD CONDITION.  DISKS
 OA1137'REPORTED UNSTAMPED.  NO.1 WAS THEN ABOUT 12 FEET FROM BANK AND
 OA1137'NO.2 WAS ABOUT 41 FEET FROM BANK.  A WOOD QUADRAPOD SIGNAL WAS
 OA1137'SITTING ON GROUND ABOUT 20 FEET SW OF REFERENCE MARK NO.2 AND A
 OA1137'LITTLE TO THE S OF THE LINE BETWEEN THE REFERENCE MARK AND THE
 OA1137'STATION.  IN 1936 THE POSITIONS OF THE TWO REFERENCE MARKS WERE
 OA1137'INDICATED BY STAKES.  MARKS ALL ON LOW SOFT GROUND, GENERALLY
 OA1137'COVERED WITH LONG GRASS.
 OA1137
 OA1137                          STATION RECOVERY (1948)
 OA1137
 OA1137'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RAE)
 OA1137'A SEARCH WAS MADE FOR THIS STATION BUT IT WAS NOT FOUND.  AN
 OA1137'UNSTAMPED REFERENCE MARK WAS FOUND, WHICH, FROM THE DIRECTION OF
 OA1137'THE ARROW ON THE DISK, WAS BELIEVED TO BE R.M. 2, 1920.  A
 OA1137'U.S.E. TRIPOD SIGNAL HAS BEEN BUILT OVER THIS REFERENCE MARK.  BY
 OA1137'UTILIZING THE DIRECTION AND DISTANCE FROM THIS REFERENCE MARK,
 OA1137'IT WAS DETERMINED THAT THE STATION MARK HAD BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0942 ***********************************************************************
 QC0942  DESIGNATION -  BONE POINT LOOKOUT TOWER
 QC0942  PID         -  QC0942
 QC0942  STATE/COUNTY-  OR/GRANT
 QC0942  USGS QUAD   -  MEADOW BROOK SUMMIT (1995)
 QC0942
 QC0942                         *CURRENT SURVEY CONTROL
 QC0942  ___________________________________________________________________
 QC0942* NAD 83(1991)-  44 59 07.64246(N)    119 01 48.87449(W)     ADJUSTED  
 QC0942* NAVD 88     -      1393.     (meters)    4570.     (feet)  SCALED    
 QC0942  ___________________________________________________________________
 QC0942  LAPLACE CORR-           4.86  (seconds)                    DEFLEC99
 QC0942  GEOID HEIGHT-         -18.42  (meters)                     GEOID03
 QC0942  HORZ ORDER  -  THIRD
 QC0942
 QC0942.The horizontal coordinates were established by classical geodetic methods
 QC0942.and adjusted by the National Geodetic Survey in October 1991.
 QC0942
 QC0942.The orthometric height was scaled from a topographic map.
 QC0942
 QC0942.The Laplace correction was computed from DEFLEC99 derived deflections.
 QC0942
 QC0942.The geoid height was determined by GEOID03.
 QC0942
 QC0942;                    North         East     Units Scale Factor Converg.
 QC0942;SPC OR N     -   147,599.747 2,615,896.986   MT  0.99989968   +1 02 32.4
 QC0942;SPC OR N     -   484,251.14  8,582,339.19   iFT  0.99989968   +1 02 32.4
 QC0942;UTM  11      - 4,983,339.847   339,945.260   MT  0.99991501   -1 26 07.9
 QC0942
 QC0942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QC0942!SPC OR N     -   0.99978450  x   0.99989968  =   0.99968421
 QC0942!UTM  11      -   0.99978450  x   0.99991501  =   0.99969953
 QC0942
 QC0942:                Primary Azimuth Mark                     Grid Az
 QC0942:SPC OR N     -  IRELAND MOUNTAIN LOOKOUT HOUSE           105 07 24.8
 QC0942:UTM  11      -  IRELAND MOUNTAIN LOOKOUT HOUSE           107 36 05.1
 QC0942
 QC0942|---------------------------------------------------------------------|
 QC0942| PID    Reference Object                     Distance      Geod. Az  |
 QC0942|                                                           dddmmss.s |
 QC0942| QC0888 IRELAND MOUNTAIN LOOKOUT HOUSE      APPROX.58.4 KM 1060957.2 |
 QC0942| QC0922 DESOLATION BUTTE LOT                APPROX.32.5 KM 1171852.2 |
 QC0942| QC0924 INDIAN ROCK LOOKOUT HOUSE           APPROX.36.9 KM 1332406.8 |
 QC0942| RB1438 POTAMUS                             APPROX.15.8 KM 2825011.3 |
 QC0942| RB1440 ARBUCKLE MTN LOT                    APPROX.28.8 KM 3220550.1 |
 QC0942|---------------------------------------------------------------------|
 QC0942
 QC0942                          SUPERSEDED SURVEY CONTROL
 QC0942
 QC0942  NAD 83(1986)-  44 59 07.64964(N)    119 01 48.87006(W) AD(       ) 4
 QC0942  NAD 27      -  44 59 08.09116(N)    119 01 44.94879(W) AD(       ) 3
 QC0942
 QC0942.Superseded values are not recommended for survey control.
 QC0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0942.See file dsdata.txt to determine how the superseded data were derived.
 QC0942
 QC0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK3994583340(NAD 83)
 QC0942
 QC0942  HISTORY     - Date     Condition        Report By
 QC0942  HISTORY     - 1946     MONUMENTED       CGS
 QC0942
 QC0942                          STATION DESCRIPTION
 QC0942
 QC0942'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 QC0942'STATION IS LOCATED ABOUT 4 MILES WEST OF DALE AND ABOUT 11-1/2
 QC0942'MILES SOUTH-SOUTHWEST OF UKIAH, IN THE WHITMAN NATIONAL FOREST ON
 QC0942'THE MOUNTAIN LOCALLY KNOWN AS BONE POINT.  IT IS A STANDARD
 QC0942'FOREST SERVICE LOOKOUT TOWER OF WOOD CONSTRUCTION AND ABOUT 40
 QC0942'FEET HIGH.  IT WAS CONNECTED BY TRAVERSE TO TRIANGULATION STATION
 QC0942'BONE 1946.  CENTER OF BASE OF TOWER WAS THE POINT MEASURED TO.
 QC0942'THE CENTER OF THE TOWER IS NOT OVER THE U.S. FOREST SERVICE BRONZE
 QC0942'DISK STAMPED--BONE POINT L.O.T. 1936.  A POSITION BUT NO
 QC0942'DESCRIPTION WAS AVAILABLE FOR THIS STATION SO THAT IT IS
 QC0942'BELIEVED THAT THIS IS A NEW U.S.C. AND G.S. STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA1227 ***********************************************************************
 RA1227  DESIGNATION -  BONE SPRINGS
 RA1227  PID         -  RA1227
 RA1227  STATE/COUNTY-  OR/WALLOWA
 RA1227  USGS QUAD   -  BONE SPRING (1995)
 RA1227
 RA1227                         *CURRENT SURVEY CONTROL
 RA1227  ___________________________________________________________________
 RA1227* NAD 83(1991)-  45 52 38.41497(N)    117 56 49.55454(W)     ADJUSTED  
 RA1227* NAVD 88     -      1792.0    (meters)    5879.     (feet)  VERTCON   
 RA1227  ___________________________________________________________________
 RA1227  LAPLACE CORR-          11.18  (seconds)                    DEFLEC99
 RA1227  GEOID HEIGHT-         -18.29  (meters)                     GEOID03
 RA1227  HORZ ORDER  -  SECOND
 RA1227
 RA1227.The horizontal coordinates were established by classical geodetic methods
 RA1227.and adjusted by the National Geodetic Survey in October 1991.
 RA1227
 RA1227.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1227.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1227
 RA1227.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1227
 RA1227.The geoid height was determined by GEOID03.
 RA1227
 RA1227;                    North         East     Units Scale Factor Converg.
 RA1227;SPC OR N     -   248,791.955 2,698,154.005   MT  0.99997113   +1 48 37.7
 RA1227;SPC OR N     -   816,246.57  8,852,211.30   iFT  0.99997113   +1 48 37.7
 RA1227;UTM  11      - 5,080,855.078   426,502.186   MT  0.99966641   -0 40 47.7
 RA1227
 RA1227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1227!SPC OR N     -   0.99972202  x   0.99997113  =   0.99969316
 RA1227!UTM  11      -   0.99972202  x   0.99966641  =   0.99938852
 RA1227
 RA1227|---------------------------------------------------------------------|
 RA1227| PID    Reference Object                     Distance      Geod. Az  |
 RA1227|                                                           dddmmss.s |
 RA1227| RA1228 BONE SPRINGS LO                      18.882 METERS 08552     |
 RA1227| CF4558 BONE SPRINGS AZ MK                                 1053505.8 |
 RA1227| CF4559 BONE SPRINGS RM 1                    26.212 METERS 30648     |
 RA1227|---------------------------------------------------------------------|
 RA1227
 RA1227                          SUPERSEDED SURVEY CONTROL
 RA1227
 RA1227  NAD 83(1986)-  45 52 38.41968(N)    117 56 49.54525(W) AD(       ) 2
 RA1227  NAD 27      -  45 52 38.91987(N)    117 56 45.77883(W) AD(       ) 2
 RA1227  NGVD 29 (07/19/86) 1790.7    (m)         5875.     (f) VERT ANG    3  
 RA1227
 RA1227.Superseded values are not recommended for survey control.
 RA1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1227.See file dsdata.txt to determine how the superseded data were derived.
 RA1227
 RA1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML2650280855(NAD 83)
 RA1227_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RA1227_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 RA1227
 RA1227  HISTORY     - Date     Condition        Report By
 RA1227  HISTORY     - 1963     MONUMENTED       CGS
 RA1227
 RA1227                          STATION DESCRIPTION
 RA1227
 RA1227'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 RA1227'THE STATION IS ABOUT 9-1/2 MILES NORTHEAST OF TOLLGATE GUARD
 RA1227'STATION, ON THE SUMMIT OF BONE SPRINGS MOUNTAIN WHICH IS OCCUPIED
 RA1227'BY THE BONE SPRINGS LOOKOUT TOWER.
 RA1227'
 RA1227'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 204 AND
 RA1227'ROUTE N 910 AT THE NORTHEAST END OF LANGDON LAKE AT A SIGN
 RA1227'DAYTON 75, TROY 57, TABLE ROCK 33, TOLLGATE G. S.  TURN LEFT
 RA1227'AND GO NORTHEASTERY ON A GRAVEL ROAD FOR 0.1 MILE TO THE TOLLGATE
 RA1227'GUARD STATION ON THE LEFT.  CONTINUE NORTHERLY FOR 2.5 MILES TO
 RA1227'A FORK AT A SIGN SKYLINE DRIVE.  TURN LEFT AND CONTINUE
 RA1227'NORTHERLY FOR 9.8 MILES TO A FORK.  TAKE THE LEFT FORK AND
 RA1227'CONTINUE NORTHERLY FOR 3.3 MILES TO A FORK.  BEAR LEFT
 RA1227'AS PER SIGN BONE SPRINGS L. O. 1 MILE AND CONTINUE
 RA1227'NORTHERLY FOR 0.6 MILE TO A SIDE ROAD ON THE LEFT.  (THE
 RA1227'AZIMUTH MARK IS 0.2 MILE NORTHEAST OF THIS POINT) TURN LEFT AND
 RA1227'GO 0.15 MILE TO THE STATION.
 RA1227'
 RA1227'THE STATION MARK IS A STANDARD DISK, STAMPED BONE SPRINGS 1963,
 RA1227'SET IN AN IRREGULAR MASS OF CONCRETE FLUSH WITH THE GROUND.  IT
 RA1227'IS 52.8 FEET WEST OF THE NORTHWEST LEG OF THE LOOKOUT TOWER AND
 RA1227'53.5 FEET SOUTHWEST OF A 12 BY 12 INCH CONCRETE SUPPORT FOR A
 RA1227'GUY POLE.
 RA1227'
 RA1227'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BONE SPRINGS NO 1
 RA1227'1963, CEMENTED IN A DRILL HOLE IN A 2 BY 3 FOOT ROCK OUTCROP THAT
 RA1227'PROJECTS 18 INCHES.  IT IS 85.6 FEET NORTHWEST OF THE CONCRETE
 RA1227'SUPPORT FOR THE GUY POLE AND ABOUT 3 FEET LOWER THAN THE STATION.
 RA1227'
 RA1227'BONE SPRINGS LO (USFS) IS A UNITED STATES FOREST SERVICE BRONZE
 RA1227'DISK, STAMPED BONE SPRINGS L O 1936, CEMENTED IN A DRILL HOLE IN
 RA1227'A 8 BY 12 INCH BOULDER PROJECTING 2 INCHES.  IT IS LOCATED AT THE
 RA1227'CENTER OF THE BASE OF THE LOOKOUT TOWER AND ABOUT 2 FEET HIGHER
 RA1227'THAN THE STATION.
 RA1227'
 RA1227'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BONE SPRINGS 1963,
 RA1227'CEMENTED IN A DRILL HOLE IN A 3 BY 5 FOOT ROCK OUTCROP PROJECTING
 RA1227'8 INCHES.  IT IS ON THE SOUTH SLOPE OF A CLEARING, 163.0 FEET
 RA1227'SOUTHEAST AND 6 FEET LOWER THAN THE CENTERLINE OF THE ROAD AND
 RA1227'3 FEET SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA1228 ***********************************************************************
 RA1228  DESIGNATION -  BONE SPRINGS LO
 RA1228  PID         -  RA1228
 RA1228  STATE/COUNTY-  OR/WALLOWA
 RA1228  USGS QUAD   -  BONE SPRING (1995)
 RA1228
 RA1228                         *CURRENT SURVEY CONTROL
 RA1228  ___________________________________________________________________
 RA1228* NAD 83(1991)-  45 52 38.45900(N)    117 56 48.68122(W)     ADJUSTED  
 RA1228* NAVD 88     -      1792.     (meters)    5879.     (feet)  SCALED    
 RA1228  ___________________________________________________________________
 RA1228  LAPLACE CORR-          11.14  (seconds)                    DEFLEC99
 RA1228  GEOID HEIGHT-         -18.29  (meters)                     GEOID03
 RA1228  HORZ ORDER  -  SECOND
 RA1228
 RA1228.The horizontal coordinates were established by classical geodetic methods
 RA1228.and adjusted by the National Geodetic Survey in October 1991.
 RA1228
 RA1228.The orthometric height was scaled from a topographic map.
 RA1228
 RA1228.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1228
 RA1228.The geoid height was determined by GEOID03.
 RA1228
 RA1228;                    North         East     Units Scale Factor Converg.
 RA1228;SPC OR N     -   248,793.909 2,698,172.786   MT  0.99997113   +1 48 38.4
 RA1228;SPC OR N     -   816,252.98  8,852,272.92   iFT  0.99997113   +1 48 38.4
 RA1228;UTM  11      - 5,080,856.213   426,521.028   MT  0.99966637   -0 40 47.0
 RA1228
 RA1228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1228!SPC OR N     -   0.99972197  x   0.99997113  =   0.99969311
 RA1228!UTM  11      -   0.99972197  x   0.99966637  =   0.99938844
 RA1228
 RA1228:                Primary Azimuth Mark                     Grid Az
 RA1228:SPC OR N     -  BALLOON TREE LOOKOUT TOWER               187 05 52.8
 RA1228:UTM  11      -  BALLOON TREE LOOKOUT TOWER               189 35 18.2
 RA1228
 RA1228|---------------------------------------------------------------------|
 RA1228| PID    Reference Object                     Distance      Geod. Az  |
 RA1228|                                                           dddmmss.s |
 RA1228| RA1220 BALLOON TREE LOOKOUT TOWER          APPROX.17.0 KM 1885431.2 |
 RA1228| RB1298 SPOUT SPRINGS LOT                   APPROX.15.5 KM 2090422.2 |
 RA1228|---------------------------------------------------------------------|
 RA1228
 RA1228                          SUPERSEDED SURVEY CONTROL
 RA1228
 RA1228  NAD 83(1986)-  45 52 38.46371(N)    117 56 48.67191(W) AD(       ) 2
 RA1228  NAD 27      -  45 52 38.96389(N)    117 56 44.90554(W) AD(       ) 2
 RA1228
 RA1228.Superseded values are not recommended for survey control.
 RA1228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1228.See file dsdata.txt to determine how the superseded data were derived.
 RA1228
 RA1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML2652180856(NAD 83)
 RA1228_MARKER: Z = SEE DESCRIPTION
 RA1228_SETTING: 0 = UNSPECIFIED SETTING
 RA1228_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RA1228
 RA1228  HISTORY     - Date     Condition        Report By
 RA1228  HISTORY     - 1963     MONUMENTED       USFS
 RA1228
 RA1228                          STATION DESCRIPTION
 RA1228
 RA1228'DESCRIBED BY US FOREST SERVICE 1963 (JCC)
 RA1228'THE STATION IS ABOUT 9-1/2 MILES NORTHEAST OF LANGDON LAKE AND
 RA1228'THE TOLLGATE GUARD STATION, ON THE SUMMIT OF BONE SPRINGS MOUNTAIN.
 RA1228'
 RA1228'THE MARK IS A UNITED STATES FOREST SERVICE BRONZE DISK, STAMPED
 RA1228'BONE SPRINGS L O 1936, CEMENTED IN A DRILL HOLE IN A 8 BY 12
 RA1228'INCH BOULDER PROJECTING 2 INCHES.  IT IS LOCATED AT THE CENTER
 RA1228'OF THE BASE OF THE BONE SPRINGS LOOKOUT TOWER.
 RA1228'
 RA1228'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION BONE
 RA1228'SPRINGS.  THE DISTANCE BEING 61.95 FEET, 18.882 METERS EAST OF
 RA1228'STATION BONE SPRINGS.
 RA1228'
 RA1228'THE STRUCTURE IS ABOUT 112 FEET HIGH, CONSTRUCTED OF WOOD AND
 RA1228'SUPPORTS AN OBSERVATION CABIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3284 ***********************************************************************
 RD3284  DESIGNATION -  BONNE
 RD3284  PID         -  RD3284
 RD3284  STATE/COUNTY-  OR/MULTNOMAH
 RD3284  USGS QUAD   -  PORTLAND (1990)
 RD3284
 RD3284                         *CURRENT SURVEY CONTROL
 RD3284  ___________________________________________________________________
 RD3284* NAD 83(1991)-  45 31 47.16982(N)    122 39 19.86462(W)     ADJUSTED  
 RD3284* NAVD 88     -        41.     (meters)     135.     (feet)  SCALED    
 RD3284  ___________________________________________________________________
 RD3284  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 RD3284  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 RD3284  HORZ ORDER  -  FIRST
 RD3284
 RD3284.The horizontal coordinates were established by classical geodetic methods
 RD3284.and adjusted by the National Geodetic Survey in October 1991.
 RD3284
 RD3284.The orthometric height was scaled from a topographic map.
 RD3284
 RD3284.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3284
 RD3284.The geoid height was determined by GEOID03.
 RD3284
 RD3284;                    North         East     Units Scale Factor Converg.
 RD3284;SPC OR N     -   209,278.576 2,331,652.080   MT  0.99991441   -1 31 43.2
 RD3284;SPC OR N     -   686,609.50  7,649,777.17   iFT  0.99991441   -1 31 43.2
 RD3284;UTM  10      - 5,041,861.512   526,899.091   MT  0.99960890   +0 14 45.0
 RD3284
 RD3284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3284!SPC OR N     -   0.99999714  x   0.99991441  =   0.99991155
 RD3284!UTM  10      -   0.99999714  x   0.99960890  =   0.99960604
 RD3284
 RD3284|---------------------------------------------------------------------|
 RD3284| PID    Reference Object                     Distance      Geod. Az  |
 RD3284|                                                           dddmmss.s |
 RD3284| RD3283 PORTLAND SHERATON HOTEL DOME        152.006 METERS 00057     |
 RD3284| CE2332 BONNE RM 1                            8.435 METERS 08135     |
 RD3284| RD3228 PORTLAND DOERNBECHER MFG STACK      APPROX. 1.5 KM 0825901.6 |
 RD3284| RD3282 PORTLAND RADIO STA KPFD MAST        437.512 METERS 1423238.6 |
 RD3284| CE2333 BONNE RM 2                           11.382 METERS 16036     |
 RD3284| RD2635 PORTLAND TV STA KPTV MAST           APPROX. 5.5 KM 2145916.1 |
 RD3284| RD2637 PORTLAND RAD STA KOAP FM MAST       APPROX. 5.5 KM 2155122.8 |
 RD3284| RD2550 COUNCIL CREST STANDPIPE             APPROX. 5.4 KM 2301640.1 |
 RD3284| RD2629 PORTLAND COUNCIL CREST RAD MST      APPROX. 5.3 KM 2310113.9 |
 RD3284| RD3311 PORTLAND TV STA KOIN MAST           APPROX. 6.3 KM 2560317.6 |
 RD3284| RD3315 PORTLAND TV STATION KGW MAST        APPROX. 7.2 KM 2634437.7 |
 RD3284| CE2330 BONNE AZ MK                                        3163951.0 |
 RD3284| CE2331 BONNE AZ MK 2                                      3474446.5 |
 RD3284|---------------------------------------------------------------------|
 RD3284
 RD3284                          SUPERSEDED SURVEY CONTROL
 RD3284
 RD3284  NAD 83(1986)-  45 31 47.18834(N)    122 39 19.86935(W) AD(       ) 1
 RD3284  NAD 27      -  45 31 47.76164(N)    122 39 15.52542(W) AD(       ) 1
 RD3284
 RD3284.Superseded values are not recommended for survey control.
 RD3284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3284.See file dsdata.txt to determine how the superseded data were derived.
 RD3284
 RD3284_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER2689941862(NAD 83)
 RD3284_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RD3284+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2002
 RD3284
 RD3284  HISTORY     - Date     Condition        Report By
 RD3284  HISTORY     - 1961     MONUMENTED       CGS
 RD3284  HISTORY     - 1969     SEE DESCRIPTION  CGS
 RD3284  HISTORY     - 1974     SEE DESCRIPTION  NGS
 RD3284  HISTORY     - 19940219 GOOD             USPSQD
 RD3284  HISTORY     - 20021116 GOOD             USPSQD
 RD3284
 RD3284                          STATION DESCRIPTION
 RD3284
 RD3284'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 RD3284'THE STATION IS LOCATED ON THE HIGHEST PART OF THE ROOF OF THE
 RD3284'BONNEVILLE POWER ADMINISTRATION BUILDING AT 1001 N.E. LOYD BLVD. IN
 RD3284'PORTLAND.
 RD3284'
 RD3284'THE STATION MARK, STAMPED BONNE 1961, IS A STANDARD DISK SET IN A
 RD3284'DRILL HOLE IN THE ROOF OF THE BUILDING.  THE DISK WAS CEMENTED INTO
 RD3284'THE ROOF AND THEN ASPHALT WAS PUT AROUND THE DISK.  IT IS LOCATED
 RD3284'AT ABOUT THE CENTER OF THE V OF THE BASE OF A LARGE STEEL FRAME
 RD3284'FOR THE MICRO WAVE RECEIVERS.  IT IS 6.9 FEET SOUTH OF THE NORTH
 RD3284'EDGE OF THE ROOF, 28 FEET WEST OF THE EAST EDGE AND 27 FEET EAST OF
 RD3284'THE WEST EDGE.
 RD3284'
 RD3284'REFERENCE MARK NO. 1 IS A CROSS CHISELED IN THE MARBLE WALL ON THE
 RD3284'NORTHEAST SIDE OF THE ROOF.  IT IS 3.6 FEET SOUTH OF THE NORTH EDGE
 RD3284'OF THE RAILING AND 39.9 FEET NORTH OF THE SOUTHEAST EDGE OF THE
 RD3284'ROOF.
 RD3284'
 RD3284'REFERENCE MARK NO. 2 IS A CROSS CHISELED IN THE MARBLE WALL OF THE
 RD3284'SOUTH EDGE OF THE BUILDING.  IT IS 15.4 FEET WEST OF THE SOUTHEAST
 RD3284'CORNER AND 40.2 FEET EAST OF THE SOUTHWEST CORNER OF THE ROOF.
 RD3284'
 RD3284'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BONNE 1961, CEMENTED IN
 RD3284'A DRILL HOLE IN THE SOUTHWEST CORNER OF THE INTERSECTION OF N.E.
 RD3284'MULTNOMAH STREET AND N.E. 8TH AVENUE.  IT IS IN THE SIDEWALK, 26 FEET
 RD3284'WEST OF THE CENTERLINE OF N.E. 8TH AVENUE, 33 FEET SOUTH OF THE
 RD3284'CENTERLINE OF N.E. MULTNOMAH STREET AND 1.6 FEET SOUTHWEST OF THE
 RD3284'CURB.
 RD3284
 RD3284                          STATION RECOVERY (1969)
 RD3284
 RD3284'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (NET)
 RD3284'THE STATION MARK, STAMPED BONNE 1961, THE REFERENCE MARKS, CHISELED
 RD3284'SQUARES AND THE AZIMUTH MARK, STAMPED BONNE 1961, WERE RECOVERED
 RD3284'AS DESCRIBED.  THE AZIMUTH MARK WAS THEN DESTROYED TO PERMIT
 RD3284'CONSTRUCTION AND STREET IMPROVEMENT.  A NEW AZIMUTH MARK WAS
 RD3284'ESTABLISHED.  A DESCRIPTION TO THE NEW AZIMUTH MARK FOLLOWS.
 RD3284'
 RD3284'THE AZIMUTH MARK, STAMPED BONNE 1961 AZ 2 1969, IS A STANDARD DISK
 RD3284'CEMENTED IN A DRILL HOLE IN THE CURB, IN THE NORTHWEST ANGLE FORMED
 RD3284'BY N.E. HALSEY STREET AND N.E. 9TH AVENUE, 0.05 MILE NORTHEAST OF
 RD3284'THE HOLLADAY SCHOOL, 41 FEET WEST OF THE CENTER OF N.E. 9TH
 RD3284'AVENUE, 31 FEET NORTH OF THE CENTER OF N.E. HALSEY STREET AND 2.5
 RD3284'FEET SOUTH OF A SCHOOL SIGN.
 RD3284'
 RD3284'NOTE--THE HORIZONTAL DISTANCES TO THE REFERENCE MARKS WAS NOT
 RD3284'VERIFIED.  THE DISTANCES SHOWN ARE FROM THE 1961 OBSERVATIONS.
 RD3284
 RD3284                          STATION RECOVERY (1974)
 RD3284
 RD3284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 RD3284'THE STATION MARK, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK WAS
 RD3284'RECOVERED IN GOOD CONDITION.  THE ROOF OF THE BUILDING HAS RECENTLY
 RD3284'BEEN RECOVERED, AND A LINCOLN HAT HAS BEEN PLACED OVER THE STATION
 RD3284'MARK TO PROTECT IT, AND KEEP IT READILY AVAILABLE.
 RD3284'
 RD3284'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN AT PORTLAND.
 RD3284
 RD3284                          STATION RECOVERY (1994)
 RD3284
 RD3284'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD3284'RECOVERED IN GOOD CONDITION.
 RD3284
 RD3284                          STATION RECOVERY (2002)
 RD3284
 RD3284'RECOVERY NOTE BY US POWER SQUADRON 2002
 RD3284'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2403 ***********************************************************************
 RC2403  DESIGNATION -  BONNE
 RC2403  PID         -  RC2403
 RC2403  STATE/COUNTY-  OR/MULTNOMAH
 RC2403  USGS QUAD   -  BONNEVILLE DAM (1994)
 RC2403
 RC2403                         *CURRENT SURVEY CONTROL
 RC2403  ___________________________________________________________________
 RC2403* NAD 83(1991)-  45 38 29.78846(N)    121 56 14.81776(W)     ADJUSTED  
 RC2403* NAVD 88     -        62.     (meters)     203.     (feet)  SCALED    
 RC2403  ___________________________________________________________________
 RC2403  LAPLACE CORR-           6.14  (seconds)                    DEFLEC99
 RC2403  GEOID HEIGHT-         -21.81  (meters)                     GEOID03
 RC2403  HORZ ORDER  -  SECOND
 RC2403
 RC2403.The horizontal coordinates were established by classical geodetic methods
 RC2403.and adjusted by the National Geodetic Survey in October 1991.
 RC2403
 RC2403.The orthometric height was scaled from a topographic map.
 RC2403
 RC2403.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2403
 RC2403.The geoid height was determined by GEOID03.
 RC2403
 RC2403;                    North         East     Units Scale Factor Converg.
 RC2403;SPC OR N     -   220,458.634 2,387,947.625   MT  0.99992862   -1 01 09.9
 RC2403;SPC OR N     -   723,289.48  7,834,473.84   iFT  0.99992862   -1 01 09.9
 RC2403;SPC WA S     -    35,286.546   387,934.429   MT  1.00004896   -1 02 39.0
 RC2403;SPC WA S     -   115,769.28  1,272,748.21   sFT  1.00004896   -1 02 39.0
 RC2403;UTM  10      - 5,054,777.929   582,805.233   MT  0.99968430   +0 45 35.1
 RC2403
 RC2403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2403!SPC OR N     -   0.99999370  x   0.99992862  =   0.99992232
 RC2403!SPC WA S     -   0.99999370  x   1.00004896  =   1.00004266
 RC2403!UTM  10      -   0.99999370  x   0.99968430  =   0.99967800
 RC2403
 RC2403|---------------------------------------------------------------------|
 RC2403| PID    Reference Object                     Distance      Geod. Az  |
 RC2403|                                                           dddmmss.s |
 RC2403| RC2404 BONNEVILLE DAM WATER TANK            20.517 METERS 03753     |
 RC2403| RC2428 OC                                  345.751 METERS 16929     |
 RC2403| RC1600 TANNER 2                            APPROX. 2.4 KM 2380102.6 |
 RC2403| CF4146 BONNE RM 1                           19.940 METERS 23855     |
 RC2403| RC2429 BPA UPSTREAM TOWER 1                APPROX. 0.9 KM 2530830.2 |
 RC2403| RC2408 BPA DOWNSTREAM TOWER 1              APPROX. 1.0 KM 2555004.4 |
 RC2403| RC2412 BPA UPSTREAM TOWER B 4              APPROX. 1.1 KM 2791811.9 |
 RC2403| CF4147 BONNE RM 2                           25.458 METERS 29118     |
 RC2403|---------------------------------------------------------------------|
 RC2403
 RC2403                          SUPERSEDED SURVEY CONTROL
 RC2403
 RC2403  NAD 83(1986)-  45 38 29.79811(N)    121 56 14.82549(W) AD(       ) 2
 RC2403  NAD 27      -  45 38 30.36900(N)    121 56 10.54700(W) AD(       ) 2
 RC2403
 RC2403.Superseded values are not recommended for survey control.
 RC2403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2403.See file dsdata.txt to determine how the superseded data were derived.
 RC2403
 RC2403_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER8280554778(NAD 83)
 RC2403_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RC2403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC2403_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RC2403_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RC2403+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2005
 RC2403
 RC2403  HISTORY     - Date     Condition        Report By
 RC2403  HISTORY     - 1957     MONUMENTED       CGS
 RC2403  HISTORY     - 1959     SEE DESCRIPTION  CGS
 RC2403  HISTORY     - 20040811 GOOD             USPSQD
 RC2403  HISTORY     - 20050828 GOOD             USPSQD
 RC2403
 RC2403                          STATION DESCRIPTION
 RC2403
 RC2403'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JBW)
 RC2403'THE STATION IS AT BONNEVILLE DAM, ABOUT 1/4 MILE EAST OF
 RC2403'THE SOUTH END OF THE SPILLWAY OF THE DAM AND ON THE HIGH
 RC2403'GROUND AT THE EAST END OF BRADFORD ISLAND, AT THE SOUTHWEST
 RC2403'SIDE OF THE ELEVATED WATER TANK.
 RC2403'
 RC2403'TO REACH FROM THE SECURITY GUARD STATION AT THE ENTRANCE
 RC2403'TO BONNEVILLE DAM, GO NORTH AND EASTERLY ON THE MAIN ROAD
 RC2403'FOR 0.6 MILE TO THE PARKING AREA ON THE RIGHT AT THE SOUTH
 RC2403'END OF THE SPILLWAY.  GO THROUGH THE GATE, STRAIGHT AHEAD,
 RC2403'EAST (PASSING THE SAND BLAST BUILDING ON THE LEFT), FOR
 RC2403'0.15 MILE TO A FORK.  TURN SHARP RIGHT, UPHILL FOR 0.1 MILE
 RC2403'TO THE END OF THE ROAD AT THE ELEVATED TANK AND THE STATION
 RC2403'SITE.
 RC2403'
 RC2403'THE STATION MARK, STAMPED BONNE 1957, IS A STANDARD DISK SET
 RC2403'IN A CONCRETE CYLINDER ABOUT FLUSH WITH THE GROUND.  IT IS
 RC2403'NEAR THE SOUTH EDGE OF THE END OF THE ROAD, 17-1/2 FEET
 RC2403'SOUTHWEST OF A TRIANGULAR BLAZE ON A 12-INCH FIR TREE AND 8
 RC2403'FEET NORTHEAST OF A WITNESS POST.
 RC2403'
 RC2403'REFERENCE MARK 1, STAMPED BONNE NO 1 1957, IS A STANDARD
 RC2403'DISK CEMENTED IN A DRILL HOLE IN THE SOUTHWEST CORNER OF
 RC2403'THE CONCRETE BASE OF THE ELEVATED TANK PIPE (CENTER OF
 RC2403'THE STRUCTURE).  THE MARK IS ABOUT 7 FEET HIGHER THAN THE
 RC2403'STATION MARK.
 RC2403'
 RC2403'REFERENCE MARK 2, STAMPED BONNE NO 2 1957, IS A STANDARD
 RC2403'DISK SET IN A CONCRETE POST ABOUT FLUSH WITH THE GROUND.  IT
 RC2403'IS ON THE BANK ABOUT 6 PACES WEST AND 6 PACES SOUTH OF THE
 RC2403'EDGE OF THE ROAD.  THE MARK IS ABOUT 2 FEET HIGHER THAN
 RC2403'THE STATION AND 23 FEET NORTH OF AN 8 BY 10-INCH WOODEN
 RC2403'POST WHICH IS 5 FEET HIGH.
 RC2403'
 RC2403'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 RC2403
 RC2403                          STATION RECOVERY (1959)
 RC2403
 RC2403'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LGT)
 RC2403'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 RC2403
 RC2403                          STATION RECOVERY (2004)
 RC2403
 RC2403'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 RC2403'RECOVERED IN GOOD CONDITION.
 RC2403
 RC2403                          STATION RECOVERY (2005)
 RC2403
 RC2403'RECOVERY NOTE BY US POWER SQUADRON 2005 (SO)
 RC2403'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2453 ***********************************************************************
 RC2453  DESIGNATION -  BONNEVILLE
 RC2453  PID         -  RC2453
 RC2453  STATE/COUNTY-  OR/MULTNOMAH
 RC2453  USGS QUAD   -  BONNEVILLE DAM (1994)
 RC2453
 RC2453                         *CURRENT SURVEY CONTROL
 RC2453  ___________________________________________________________________
 RC2453* NAD 83(1991)-  45 37 37.75819(N)    121 57 43.96425(W)     ADJUSTED  
 RC2453* NAVD 88     -       227.     (meters)     745.     (feet)  SCALED    
 RC2453  ___________________________________________________________________
 RC2453  LAPLACE CORR-           6.47  (seconds)                    DEFLEC99
 RC2453  GEOID HEIGHT-         -21.82  (meters)                     GEOID03
 RC2453  HORZ ORDER  -  THIRD
 RC2453
 RC2453.The horizontal coordinates were established by classical geodetic methods
 RC2453.and adjusted by the National Geodetic Survey in October 1991.
 RC2453
 RC2453.The orthometric height was scaled from a topographic map.
 RC2453
 RC2453.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2453
 RC2453.The geoid height was determined by GEOID03.
 RC2453
 RC2453;                    North         East     Units Scale Factor Converg.
 RC2453;SPC OR N     -   218,887.303 2,385,988.440   MT  0.99992657   -1 02 13.1
 RC2453;SPC OR N     -   718,134.20  7,828,046.06   iFT  0.99992657   -1 02 13.1
 RC2453;SPC WA S     -    33,715.875   385,974.319   MT  1.00005310   -1 03 43.7
 RC2453;SPC WA S     -   110,616.17  1,266,317.41   sFT  1.00005310   -1 03 43.7
 RC2453;UTM  10      - 5,053,146.934   580,896.242   MT  0.99968046   +0 44 30.7
 RC2453
 RC2453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2453!SPC OR N     -   0.99996783  x   0.99992657  =   0.99989440
 RC2453!SPC WA S     -   0.99996783  x   1.00005310  =   1.00002093
 RC2453!UTM  10      -   0.99996783  x   0.99968046  =   0.99964830
 RC2453
 RC2453:                Primary Azimuth Mark                     Grid Az
 RC2453:SPC OR N     -  BONNEVILLE ELEVATED BLACK TANK           023 10 07.6
 RC2453:SPC WA S     -  BONNEVILLE ELEVATED BLACK TANK           023 11 38.2
 RC2453:UTM  10      -  BONNEVILLE ELEVATED BLACK TANK           021 23 23.8
 RC2453
 RC2453|---------------------------------------------------------------------|
 RC2453| PID    Reference Object                     Distance      Geod. Az  |
 RC2453|                                                           dddmmss.s |
 RC2453| RC2457 BONNEVILLE ELEVATED BLACK TANK      APPROX. 1.1 KM 0220754.5 |
 RC2453| RC2383 FISH WHEEL ON N SHORE 1901          APPROX. 2.7 KM 0402259.1 |
 RC2453| RD2124 WARRENDALE CANNERY W WNG N GAB      APPROX. 3.6 KM 2475317.0 |
 RC2453| RD2125 WARREN                              APPROX. 3.9 KM 2480614.2 |
 RC2453| RD2137 GORMANS BARN                        APPROX. 4.1 KM 2491423.5 |
 RC2453| RD2152 GORMANS HOUSE                       APPROX. 4.3 KM 2491630.8 |
 RC2453|---------------------------------------------------------------------|
 RC2453
 RC2453                          SUPERSEDED SURVEY CONTROL
 RC2453
 RC2453  NAD 83(1986)-  45 37 37.76762(N)    121 57 43.97191(W) AD(       ) 3
 RC2453  NAD 27      -  45 37 38.33900(N)    121 57 39.69300(W) AD(       ) 3
 RC2453
 RC2453.Superseded values are not recommended for survey control.
 RC2453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2453.See file dsdata.txt to determine how the superseded data were derived.
 RC2453
 RC2453_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER8089653147(NAD 83)
 RC2453
 RC2453  HISTORY     - Date     Condition        Report By
 RC2453  HISTORY     - 1901     MONUMENTED       CGS
 RC2453  HISTORY     - 1938     SEE DESCRIPTION  CGS
 RC2453  HISTORY     - 1948     SEE DESCRIPTION  CGS
 RC2453
 RC2453                          STATION DESCRIPTION
 RC2453
 RC2453'DESCRIBED BY COAST AND GEODETIC SURVEY 1901 (FM)
 RC2453'ON THE W SIDE OF TANNER CREEK, ON A STEEP SIDE HILL ABOUT 100
 RC2453'METERS BELOW THE ROCKY CLIFF UNDER POTATO HILL.  A LEVEL BENCH
 RC2453'WAS DUG IN THE SIDE HILL FOR THE STATION.  THE STATION IS MARKED
 RC2453'BY A DRILL HOLE IN A STONE LEVEL WITH THE SURFACE OF THE
 RC2453'GROUND.  THERE IS A BLAZED TREE DISTANT 2.04 METERS S 40 DEG 27
 RC2453'MIN E MAGNETIC AND A SIMILAR MARK DISTANT 2.19 METERS S 0 DEG 22
 RC2453'MIN W MAGNETIC.
 RC2453
 RC2453                          STATION RECOVERY (1938)
 RC2453
 RC2453'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (WMS)
 RC2453'STATION SEARCHED FOR BUT NOT RECOVERED.
 RC2453
 RC2453                          STATION RECOVERY (1948)
 RC2453
 RC2453'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RAE)
 RC2453'A THOROUGH SEARCH REVEALED NO TRACE OF THE STATION.  IT SHOULD BE
 RC2453'CLASSIFIED AS LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2417 ***********************************************************************
 RC2417  DESIGNATION -  BONNEVILLE CIVIC CENTER N GAB
 RC2417  PID         -  RC2417
 RC2417  STATE/COUNTY-  OR/MULTNOMAH
 RC2417  USGS QUAD   -  BONNEVILLE DAM (1994)
 RC2417
 RC2417                         *CURRENT SURVEY CONTROL
 RC2417  ___________________________________________________________________
 RC2417* NAD 83(1991)-  45 38 07.78349(N)    121 57 09.09899(W)     ADJUSTED  
 RC2417* NAVD 88     -              **(meters)            **(feet)            
 RC2417  ___________________________________________________________________
 RC2417  LAPLACE CORR-           6.59  (seconds)                    DEFLEC99
 RC2417  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 RC2417  HORZ ORDER  -  THIRD
 RC2417
 RC2417.The horizontal coordinates were established by classical geodetic methods
 RC2417.and adjusted by the National Geodetic Survey in October 1991.
 RC2417
 RC2417
 RC2417.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2417
 RC2417.The geoid height was determined by GEOID03.
 RC2417
 RC2417;                    North         East     Units Scale Factor Converg.
 RC2417;SPC OR N     -   219,800.446 2,386,760.165   MT  0.99992775   -1 01 48.4
 RC2417;SPC OR N     -   721,130.07  7,830,577.97   iFT  0.99992775   -1 01 48.4
 RC2417;SPC WA S     -    34,628.794   386,746.540   MT  1.00005071   -1 03 18.4
 RC2417;SPC WA S     -   113,611.30  1,268,850.94   sFT  1.00005071   -1 03 18.4
 RC2417;UTM  10      - 5,054,083.363   581,639.065   MT  0.99968194   +0 44 56.0
 RC2417
 RC2417                          SUPERSEDED SURVEY CONTROL
 RC2417
 RC2417  NAD 83(1986)-  45 38 07.79296(N)    121 57 09.10705(W) AD(       ) 4
 RC2417  NAD 27      -  45 38 08.36400(N)    121 57 04.83200(W) AD(       ) 3
 RC2417
 RC2417.Superseded values are not recommended for survey control.
 RC2417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2417.See file dsdata.txt to determine how the superseded data were derived.
 RC2417
 RC2417_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER8163954083(NAD 83)
 RC2417_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RC2417+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2005
 RC2417
 RC2417  HISTORY     - Date     Condition        Report By
 RC2417  HISTORY     - 1938     MONUMENTED       CGS
 RC2417  HISTORY     - 1947     SEE DESCRIPTION  CGS
 RC2417  HISTORY     - 19950719 GOOD             USPSQD
 RC2417  HISTORY     - 20040803 GOOD             USPSQD
 RC2417  HISTORY     - 20050828 GOOD             USPSQD
 RC2417
 RC2417                          STATION DESCRIPTION
 RC2417
 RC2417'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (EHB)
 RC2417'RECOVERED.
 RC2417
 RC2417                          STATION RECOVERY (1995)
 RC2417
 RC2417'RECOVERY NOTE BY US POWER SQUADRON 1995
 RC2417'RECOVERED IN GOOD CONDITION.
 RC2417
 RC2417                          STATION RECOVERY (2004)
 RC2417
 RC2417'RECOVERY NOTE BY US POWER SQUADRON 2004
 RC2417'RECOVERED IN GOOD CONDITION.
 RC2417
 RC2417                          STATION RECOVERY (2005)
 RC2417
 RC2417'RECOVERY NOTE BY US POWER SQUADRON 2005 (SO)
 RC2417'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2404 ***********************************************************************
 RC2404  DESIGNATION -  BONNEVILLE DAM WATER TANK
 RC2404  PID         -  RC2404
 RC2404  STATE/COUNTY-  OR/MULTNOMAH
 RC2404  USGS QUAD   -  BONNEVILLE DAM (1994)
 RC2404
 RC2404                         *CURRENT SURVEY CONTROL
 RC2404  ___________________________________________________________________
 RC2404* NAD 83(1991)-  45 38 30.31298(N)    121 56 14.23599(W)     ADJUSTED  
 RC2404* NAVD 88     -        62.     (meters)     203.     (feet)  SCALED    
 RC2404  ___________________________________________________________________
 RC2404  LAPLACE CORR-           5.83  (seconds)                    DEFLEC99
 RC2404  GEOID HEIGHT-         -21.81  (meters)                     GEOID03
 RC2404  HORZ ORDER  -  THIRD
 RC2404
 RC2404.The horizontal coordinates were established by classical geodetic methods
 RC2404.and adjusted by the National Geodetic Survey in October 1991.
 RC2404
 RC2404.The orthometric height was scaled from a topographic map.
 RC2404
 RC2404.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2404
 RC2404.The geoid height was determined by GEOID03.
 RC2404
 RC2404;                    North         East     Units Scale Factor Converg.
 RC2404;SPC OR N     -   220,474.599 2,387,960.509   MT  0.99992864   -1 01 09.5
 RC2404;SPC OR N     -   723,341.86  7,834,516.11   iFT  0.99992864   -1 01 09.5
 RC2404;SPC WA S     -    35,302.508   387,947.322   MT  1.00004892   -1 02 38.5
 RC2404;SPC WA S     -   115,821.64  1,272,790.51   sFT  1.00004892   -1 02 38.5
 RC2404;UTM  10      - 5,054,794.283   582,817.612   MT  0.99968432   +0 45 35.5
 RC2404
 RC2404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2404!SPC OR N     -   0.99999370  x   0.99992864  =   0.99992234
 RC2404!SPC WA S     -   0.99999370  x   1.00004892  =   1.00004262
 RC2404!UTM  10      -   0.99999370  x   0.99968432  =   0.99967802
 RC2404
 RC2404                          SUPERSEDED SURVEY CONTROL
 RC2404
 RC2404  NAD 83(1986)-  45 38 30.32283(N)    121 56 14.24405(W) AD(       ) 4
 RC2404  NAD 27      -  45 38 30.89000(N)    121 56 09.96000(W) AD(       ) 3
 RC2404
 RC2404.Superseded values are not recommended for survey control.
 RC2404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2404.See file dsdata.txt to determine how the superseded data were derived.
 RC2404
 RC2404_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER8281854794(NAD 83)
 RC2404_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RC2404+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2005
 RC2404
 RC2404  HISTORY     - Date     Condition        Report By
 RC2404  HISTORY     - 1957     MONUMENTED       CGS
 RC2404  HISTORY     - 1959     SEE DESCRIPTION  CGS
 RC2404  HISTORY     - 1979     GOOD             NGS
 RC2404  HISTORY     - 19950719 MARK NOT FOUND   USPSQD
 RC2404  HISTORY     - 20040726 GOOD             USPSQD
 RC2404  HISTORY     - 20050828 GOOD             USPSQD
 RC2404
 RC2404                          STATION DESCRIPTION
 RC2404
 RC2404'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JBW)
 RC2404'AT BONNEVILLE DAM, ABOUT 1/4 MILE EAST OF THE SOUTH END OF THE
 RC2404'SPILLWAY OF THE DAM AND ON THE HIGH GROUND AT THE EAST END OF
 RC2404'BRADFORD ISLAND.
 RC2404'
 RC2404'THE 4-LEGGED STEEL STRUCTURE, PAINTED SILVER, IS ABOUT 70 FEET
 RC2404'HIGH.
 RC2404'
 RC2404'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION BONNE,
 RC2404'DISTANCE BEING 67.3 FEET (20.52 METERS) NORTHEAST OF STATION
 RC2404'BONNE.  THE MEASUREMENT WAS MADE TO THE APPROXIMATE CENTER OF THE
 RC2404'TANK AT THE GROUND AND THE POINT OBSERVED UPON WAS THE APEX OF
 RC2404'THE TANK.
 RC2404
 RC2404                          STATION RECOVERY (1959)
 RC2404
 RC2404'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LGT)
 RC2404'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 RC2404
 RC2404                          STATION RECOVERY (1979)
 RC2404
 RC2404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 RC2404'THE TANK WAS RECOVERED AS DESCRIBED IN 1957.
 RC2404
 RC2404                          STATION RECOVERY (1995)
 RC2404
 RC2404'RECOVERY NOTE BY US POWER SQUADRON 1995
 RC2404'MARK NOT FOUND.
 RC2404
 RC2404                          STATION RECOVERY (2004)
 RC2404
 RC2404'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 RC2404'RECOVERED IN GOOD CONDITION.
 RC2404
 RC2404                          STATION RECOVERY (2005)
 RC2404
 RC2404'RECOVERY NOTE BY US POWER SQUADRON 2005 (SO)
 RC2404'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2385 ***********************************************************************
 RC2385  DESIGNATION -  BONNEVILLE ELEVATED TANK
 RC2385  PID         -  RC2385
 RC2385  STATE/COUNTY-  OR/MULTNOMAH
 RC2385  USGS QUAD   -  BONNEVILLE DAM (1994)
 RC2385
 RC2385                         *CURRENT SURVEY CONTROL
 RC2385  ___________________________________________________________________
 RC2385* NAD 83(1991)-  45 38 15.07465(N)    121 57 13.80538(W)     ADJUSTED  
 RC2385* NAVD 88     -              **(meters)            **(feet)            
 RC2385  ___________________________________________________________________
 RC2385  LAPLACE CORR-           6.00  (seconds)                    DEFLEC99
 RC2385  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 RC2385  HORZ ORDER  -  THIRD
 RC2385
 RC2385.The horizontal coordinates were established by classical geodetic methods
 RC2385.and adjusted by the National Geodetic Survey in October 1991.
 RC2385
 RC2385
 RC2385.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2385
 RC2385.The geoid height was determined by GEOID03.
 RC2385
 RC2385;                    North         East     Units Scale Factor Converg.
 RC2385;SPC OR N     -   220,027.329 2,386,662.306   MT  0.99992803   -1 01 51.7
 RC2385;SPC OR N     -   721,874.44  7,830,256.91   iFT  0.99992803   -1 01 51.7
 RC2385;SPC WA S     -    34,855.748   386,648.768   MT  1.00005013   -1 03 21.8
 RC2385;SPC WA S     -   114,355.90  1,268,530.17   sFT  1.00005013   -1 03 21.8
 RC2385;UTM  10      - 5,054,307.044   581,534.236   MT  0.99968173   +0 44 52.7
 RC2385
 RC2385                          SUPERSEDED SURVEY CONTROL
 RC2385
 RC2385  NAD 83(1986)-  45 38 15.08426(N)    121 57 13.81331(W) AD(       ) 4
 RC2385  NAD 27      -  45 38 15.65500(N)    121 57 09.53600(W) AD(       ) 3
 RC2385
 RC2385.Superseded values are not recommended for survey control.
 RC2385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2385.See file dsdata.txt to determine how the superseded data were derived.
 RC2385
 RC2385_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER8153454307(NAD 83)
 RC2385
 RC2385  HISTORY     - Date     Condition        Report By
 RC2385  HISTORY     - 1938     MONUMENTED       CGS
 RC2385  HISTORY     - 1947     SEE DESCRIPTION  CGS
 RC2385  HISTORY     - 20040803 MARK NOT FOUND   USPSQD
 RC2385
 RC2385                          STATION DESCRIPTION
 RC2385
 RC2385'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (EHB)
 RC2385'RECOVERED AS DESCRIBED.  THIS TANK IS NOW PAINTED GREEN.  IT SHOULD
 RC2385'BE CALLED BONNEVILLE, TANK, GREEN, ELEVATED.
 RC2385
 RC2385                          STATION RECOVERY (2004)
 RC2385
 RC2385'RECOVERY NOTE BY US POWER SQUADRON 2004
 RC2385'TANK REMOVED. AREA IS NOW A PARK FOR DAY USE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2457 ***********************************************************************
 RC2457  DESIGNATION -  BONNEVILLE ELEVATED BLACK TANK
 RC2457  PID         -  RC2457
 RC2457  STATE/COUNTY-  OR/MULTNOMAH
 RC2457  USGS QUAD   -  BONNEVILLE DAM (1994)
 RC2457
 RC2457                         *CURRENT SURVEY CONTROL
 RC2457  ___________________________________________________________________
 RC2457* NAD 83(1991)-  45 38 09.99345(N)    121 57 25.27561(W)     ADJUSTED  
 RC2457* NAVD 88     -              **(meters)            **(feet)            
 RC2457  ___________________________________________________________________
 RC2457  LAPLACE CORR-           5.93  (seconds)                    DEFLEC99
 RC2457  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 RC2457  HORZ ORDER  -  THIRD
 RC2457
 RC2457.The horizontal coordinates were established by classical geodetic methods
 RC2457.and adjusted by the National Geodetic Survey in October 1991.
 RC2457
 RC2457
 RC2457.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2457
 RC2457.The geoid height was determined by GEOID03.
 RC2457
 RC2457;                    North         East     Units Scale Factor Converg.
 RC2457;SPC OR N     -   219,874.967 2,386,411.117   MT  0.99992783   -1 01 59.9
 RC2457;SPC OR N     -   721,374.56  7,829,432.80   iFT  0.99992783   -1 01 59.9
 RC2457;SPC WA S     -    34,703.477   386,397.481   MT  1.00005053   -1 03 30.1
 RC2457;SPC WA S     -   113,856.32  1,267,705.74   sFT  1.00005053   -1 03 30.1
 RC2457;UTM  10      - 5,054,146.996   581,287.959   MT  0.99968124   +0 44 44.4
 RC2457
 RC2457                          SUPERSEDED SURVEY CONTROL
 RC2457
 RC2457  NAD 83(1986)-  45 38 10.00321(N)    121 57 25.28393(W) AD(       ) 4
 RC2457  NAD 27      -  45 38 10.58000(N)    121 57 21.01000(W) AD(       ) 3
 RC2457
 RC2457.Superseded values are not recommended for survey control.
 RC2457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2457.See file dsdata.txt to determine how the superseded data were derived.
 RC2457
 RC2457_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER8128854147(NAD 83)
 RC2457
 RC2457  HISTORY     - Date     Condition        Report By
 RC2457  HISTORY     - 1938     MONUMENTED       CGS
 RC2457  HISTORY     - 1947     SEE DESCRIPTION  CGS
 RC2457
 RC2457                          STATION DESCRIPTION
 RC2457
 RC2457'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (EHB)
 RC2457'NOT RECOVERED.  THE VICINITY OF THIS STATION SHOWS NO SIGN OF A
 RC2457'BLACK ELEVATED TANK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2389 ***********************************************************************
 RC2389  DESIGNATION -  BONNEVILLE FISH HATCHERY FP
 RC2389  PID         -  RC2389
 RC2389  STATE/COUNTY-  OR/MULTNOMAH
 RC2389  USGS QUAD   -  BONNEVILLE DAM (1994)
 RC2389
 RC2389                         *CURRENT SURVEY CONTROL
 RC2389  ___________________________________________________________________
 RC2389* NAD 83(1991)-  45 38 01.71708(N)    121 57 21.33687(W)     ADJUSTED  
 RC2389* NAVD 88     -              **(meters)            **(feet)            
 RC2389  ___________________________________________________________________
 RC2389  LAPLACE CORR-           6.54  (seconds)                    DEFLEC99
 RC2389  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 RC2389  HORZ ORDER  -  THIRD
 RC2389
 RC2389.The horizontal coordinates were established by classical geodetic methods
 RC2389.and adjusted by the National Geodetic Survey in October 1991.
 RC2389
 RC2389
 RC2389.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2389
 RC2389.The geoid height was determined by GEOID03.
 RC2389
 RC2389;                    North         East     Units Scale Factor Converg.
 RC2389;SPC OR N     -   219,617.970 2,386,491.799   MT  0.99992751   -1 01 57.1
 RC2389;SPC OR N     -   720,531.40  7,829,697.50   iFT  0.99992751   -1 01 57.1
 RC2389;SPC WA S     -    34,446.412   386,478.061   MT  1.00005119   -1 03 27.3
 RC2389;SPC WA S     -   113,012.94  1,267,970.11   sFT  1.00005119   -1 03 27.3
 RC2389;UTM  10      - 5,053,892.690   581,376.558   MT  0.99968141   +0 44 47.2
 RC2389
 RC2389                          SUPERSEDED SURVEY CONTROL
 RC2389
 RC2389  NAD 83(1986)-  45 38 01.72642(N)    121 57 21.34500(W) AD(       ) 4
 RC2389  NAD 27      -  45 38 02.30000(N)    121 57 17.07000(W) AD(       ) 3
 RC2389
 RC2389.Superseded values are not recommended for survey control.
 RC2389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2389.See file dsdata.txt to determine how the superseded data were derived.
 RC2389
 RC2389_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER8137753893(NAD 83)
 RC2389_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RC2389+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2005
 RC2389
 RC2389  HISTORY     - Date     Condition        Report By
 RC2389  HISTORY     - 1938     MONUMENTED       CGS
 RC2389  HISTORY     - 1948     SEE DESCRIPTION  CGS
 RC2389  HISTORY     - 19950719 GOOD             USPSQD
 RC2389  HISTORY     - 20040803 GOOD             USPSQD
 RC2389  HISTORY     - 20050828 GOOD             USPSQD
 RC2389
 RC2389                          STATION DESCRIPTION
 RC2389
 RC2389'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RAE)
 RC2389'STATION WAS RECOVERED IN GOOD CONDITION.  THE FOLLOWING DESCRIPTION
 RC2389'IS SUBMITTED--
 RC2389'
 RC2389'STATION LIES IN THE W PART OF THE TOWN OF BONNEVILLE, ABOUT 100
 RC2389'METERS SW OF THE W END OF THE STATE TROUT HATCHERY BUILDING, AND
 RC2389'IMMEDIATELY N OF TWO LARGE WAREHOUSES.
 RC2389
 RC2389                          STATION RECOVERY (1995)
 RC2389
 RC2389'RECOVERY NOTE BY US POWER SQUADRON 1995
 RC2389'RECOVERED IN GOOD CONDITION.
 RC2389
 RC2389                          STATION RECOVERY (2004)
 RC2389
 RC2389'RECOVERY NOTE BY US POWER SQUADRON 2004
 RC2389'RECOVERED IN GOOD CONDITION.
 RC2389
 RC2389                          STATION RECOVERY (2005)
 RC2389
 RC2389'RECOVERY NOTE BY US POWER SQUADRON 2005 (SO)
 RC2389'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2392 ***********************************************************************
 RC2392  DESIGNATION -  BONNEVILLE FISH HATCHERY CUP
 RC2392  PID         -  RC2392
 RC2392  STATE/COUNTY-  OR/MULTNOMAH
 RC2392  USGS QUAD   -  BONNEVILLE DAM (1994)
 RC2392
 RC2392                         *CURRENT SURVEY CONTROL
 RC2392  ___________________________________________________________________
 RC2392* NAD 83(1991)-  45 38 02.60732(N)    121 57 18.94990(W)     ADJUSTED  
 RC2392* NAVD 88     -              **(meters)            **(feet)            
 RC2392  ___________________________________________________________________
 RC2392  LAPLACE CORR-           6.57  (seconds)                    DEFLEC99
 RC2392  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 RC2392  HORZ ORDER  -  THIRD
 RC2392
 RC2392.The horizontal coordinates were established by classical geodetic methods
 RC2392.and adjusted by the National Geodetic Survey in October 1991.
 RC2392
 RC2392
 RC2392.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2392
 RC2392.The geoid height was determined by GEOID03.
 RC2392
 RC2392;                    North         East     Units Scale Factor Converg.
 RC2392;SPC OR N     -   219,644.517 2,386,543.981   MT  0.99992754   -1 01 55.4
 RC2392;SPC OR N     -   720,618.49  7,829,868.70   iFT  0.99992754   -1 01 55.4
 RC2392;SPC WA S     -    34,472.940   386,530.261   MT  1.00005112   -1 03 25.6
 RC2392;SPC WA S     -   113,099.97  1,268,141.36   sFT  1.00005112   -1 03 25.6
 RC2392;UTM  10      - 5,053,920.837   581,427.878   MT  0.99968152   +0 44 48.9
 RC2392
 RC2392                          SUPERSEDED SURVEY CONTROL
 RC2392
 RC2392  NAD 83(1986)-  45 38 02.61666(N)    121 57 18.95803(W) AD(       ) 4
 RC2392  NAD 27      -  45 38 03.19000(N)    121 57 14.68000(W) AD(       ) 3
 RC2392
 RC2392.Superseded values are not recommended for survey control.
 RC2392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2392.See file dsdata.txt to determine how the superseded data were derived.
 RC2392
 RC2392_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER8142853921(NAD 83)
 RC2392_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RC2392+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2005
 RC2392
 RC2392  HISTORY     - Date     Condition        Report By
 RC2392  HISTORY     - 1938     MONUMENTED       CGS
 RC2392  HISTORY     - 1948     SEE DESCRIPTION  CGS
 RC2392  HISTORY     - 19950719 GOOD             USPSQD
 RC2392  HISTORY     - 20040803 GOOD             USPSQD
 RC2392  HISTORY     - 20050828 GOOD             USPSQD
 RC2392
 RC2392                          STATION DESCRIPTION
 RC2392
 RC2392'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RAE)
 RC2392'STATION WAS RECOVERED IN GOOD CONDITION.  THE FOLLOWING DESCRIPTION
 RC2392'IS SUBMITTED--
 RC2392'
 RC2392'THE FISH HATCHERY BUILDING IS LOCATED IN THE W PART OF THE TOWN
 RC2392'OF BONNEVILLE.  IT LIES ABOUT 235 METERS W OF THE W ENTRANCE TO THE
 RC2392'BONNEVILLE CIVIC CENTER.
 RC2392
 RC2392                          STATION RECOVERY (1995)
 RC2392
 RC2392'RECOVERY NOTE BY US POWER SQUADRON 1995
 RC2392'RECOVERED IN GOOD CONDITION.
 RC2392
 RC2392                          STATION RECOVERY (2004)
 RC2392
 RC2392'RECOVERY NOTE BY US POWER SQUADRON 2004
 RC2392'RECOVERED IN GOOD CONDITION.
 RC2392
 RC2392                          STATION RECOVERY (2005)
 RC2392
 RC2392'RECOVERY NOTE BY US POWER SQUADRON 2005 (SO)
 RC2392'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2445 ***********************************************************************
 RC2445  DESIGNATION -  BONNEVILLE HQS CUP FS
 RC2445  PID         -  RC2445
 RC2445  STATE/COUNTY-  OR/MULTNOMAH
 RC2445  USGS QUAD   -  BONNEVILLE DAM (1994)
 RC2445
 RC2445                         *CURRENT SURVEY CONTROL
 RC2445  ___________________________________________________________________
 RC2445* NAD 83(1991)-  45 38 04.32920(N)    121 57 09.87475(W)     ADJUSTED  
 RC2445* NAVD 88     -              **(meters)            **(feet)            
 RC2445  ___________________________________________________________________
 RC2445  LAPLACE CORR-           6.76  (seconds)                    DEFLEC99
 RC2445  GEOID HEIGHT-         -21.82  (meters)                     GEOID03
 RC2445  HORZ ORDER  -  THIRD
 RC2445
 RC2445.The horizontal coordinates were established by classical geodetic methods
 RC2445.and adjusted by the National Geodetic Survey in October 1991.
 RC2445
 RC2445
 RC2445.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2445
 RC2445.The geoid height was determined by GEOID03.
 RC2445
 RC2445;                    North         East     Units Scale Factor Converg.
 RC2445;SPC OR N     -   219,694.127 2,386,741.450   MT  0.99992761   -1 01 49.0
 RC2445;SPC OR N     -   720,781.26  7,830,516.57   iFT  0.99992761   -1 01 49.0
 RC2445;SPC WA S     -    34,522.470   386,727.776   MT  1.00005098   -1 03 19.0
 RC2445;SPC WA S     -   113,262.47  1,268,789.38   sFT  1.00005098   -1 03 19.0
 RC2445;UTM  10      - 5,053,976.541   581,623.663   MT  0.99968191   +0 44 55.4
 RC2445
 RC2445                          SUPERSEDED SURVEY CONTROL
 RC2445
 RC2445  NAD 83(1986)-  45 38 04.33846(N)    121 57 09.88239(W) AD(       ) 4
 RC2445  NAD 27      -  45 38 04.90800(N)    121 57 05.60400(W) AD(       ) 3
 RC2445
 RC2445.Superseded values are not recommended for survey control.
 RC2445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2445.See file dsdata.txt to determine how the superseded data were derived.
 RC2445
 RC2445_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER8162453977(NAD 83)
 RC2445_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RC2445+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2005
 RC2445
 RC2445  HISTORY     - Date     Condition        Report By
 RC2445  HISTORY     - 1938     MONUMENTED       USE
 RC2445  HISTORY     - 1948     SEE DESCRIPTION  CGS
 RC2445  HISTORY     - 19950719 GOOD             USPSQD
 RC2445  HISTORY     - 20040803 GOOD             USPSQD
 RC2445  HISTORY     - 20050828 GOOD             USPSQD
 RC2445
 RC2445                          STATION DESCRIPTION
 RC2445
 RC2445'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RAE)
 RC2445'STATION WAS RECOVERED IN GOOD CONDITION.  THE WORD FLAGSTAFF SHOULD
 RC2445'BE DELETED FROM THE TITLE NAME AS THERE WAS A SHORT POLE BUT
 RC2445'NEVER A FLAGSTAFF ATOP THE CUPOLA ON THE U.S.E. HEADQUARTERS
 RC2445'BUILDING.  THE FOLLOWING DESCRIPTION IS SUBMITTED--
 RC2445'
 RC2445'THE STATION IS LOCATED ABOUT 44 METERS SW OF THE SW CORNER OF THE
 RC2445'S WING OF THE BONNEVILLE CIVIC CENTER IN BONNEVILLE, OREGON.
 RC2445
 RC2445                          STATION RECOVERY (1995)
 RC2445
 RC2445'RECOVERY NOTE BY US POWER SQUADRON 1995
 RC2445'RECOVERED IN GOOD CONDITION.
 RC2445
 RC2445                          STATION RECOVERY (2004)
 RC2445
 RC2445'RECOVERY NOTE BY US POWER SQUADRON 2004
 RC2445'RECOVERED IN GOOD CONDITION.
 RC2445
 RC2445                          STATION RECOVERY (2005)
 RC2445
 RC2445'RECOVERY NOTE BY US POWER SQUADRON 2005 (SO)
 RC2445'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2452 ***********************************************************************
 RC2452  DESIGNATION -  BONNEVILLE HQS FLAGSTAFF
 RC2452  PID         -  RC2452
 RC2452  STATE/COUNTY-  OR/MULTNOMAH
 RC2452  USGS QUAD   -  BONNEVILLE DAM (1994)
 RC2452
 RC2452                         *CURRENT SURVEY CONTROL
 RC2452  ___________________________________________________________________
 RC2452* NAD 83(1991)-  45 38 05.59846(N)    121 57 10.92100(W)     ADJUSTED  
 RC2452* NAVD 88     -              **(meters)            **(feet)            
 RC2452  ___________________________________________________________________
 RC2452  LAPLACE CORR-           6.66  (seconds)                    DEFLEC99
 RC2452  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 RC2452  HORZ ORDER  -  THIRD
 RC2452
 RC2452.The horizontal coordinates were established by classical geodetic methods
 RC2452.and adjusted by the National Geodetic Survey in October 1991.
 RC2452
 RC2452
 RC2452.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2452
 RC2452.The geoid height was determined by GEOID03.
 RC2452
 RC2452;                    North         East     Units Scale Factor Converg.
 RC2452;SPC OR N     -   219,733.712 2,386,719.499   MT  0.99992766   -1 01 49.7
 RC2452;SPC OR N     -   720,911.13  7,830,444.55   iFT  0.99992766   -1 01 49.7
 RC2452;SPC WA S     -    34,562.069   386,705.840   MT  1.00005088   -1 03 19.7
 RC2452;SPC WA S     -   113,392.39  1,268,717.41   sFT  1.00005088   -1 03 19.7
 RC2452;UTM  10      - 5,054,015.415   581,600.500   MT  0.99968186   +0 44 54.7
 RC2452
 RC2452                          SUPERSEDED SURVEY CONTROL
 RC2452
 RC2452  NAD 83(1986)-  45 38 05.60792(N)    121 57 10.92888(W) AD(       ) 4
 RC2452  NAD 27      -  45 38 06.17900(N)    121 57 06.65200(W) AD(       ) 3
 RC2452
 RC2452.Superseded values are not recommended for survey control.
 RC2452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2452.See file dsdata.txt to determine how the superseded data were derived.
 RC2452
 RC2452_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER8160154015(NAD 83)
 RC2452_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RC2452+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2005
 RC2452
 RC2452  HISTORY     - Date     Condition        Report By
 RC2452  HISTORY     - 1938     MONUMENTED       USE
 RC2452  HISTORY     - 1947     SEE DESCRIPTION  CGS
 RC2452  HISTORY     - 19950719 GOOD             USPSQD
 RC2452  HISTORY     - 20040803 GOOD             USPSQD
 RC2452  HISTORY     - 20050828 GOOD             USPSQD
 RC2452
 RC2452                          STATION DESCRIPTION
 RC2452
 RC2452'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (EHB)
 RC2452'RECOVERED.
 RC2452
 RC2452                          STATION RECOVERY (1995)
 RC2452
 RC2452'RECOVERY NOTE BY US POWER SQUADRON 1995
 RC2452'RECOVERED IN GOOD CONDITION.
 RC2452
 RC2452                          STATION RECOVERY (2004)
 RC2452
 RC2452'RECOVERY NOTE BY US POWER SQUADRON 2004
 RC2452'RECOVERED IN GOOD CONDITION.
 RC2452
 RC2452                          STATION RECOVERY (2005)
 RC2452
 RC2452'RECOVERY NOTE BY US POWER SQUADRON 2005 (SO)
 RC2452'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1076 ***********************************************************************
 OA1076  DESIGNATION -  BONNEVILLE PWR POLE 10 4 B
 OA1076  PID         -  OA1076
 OA1076  STATE/COUNTY-  OR/LANE
 OA1076  USGS QUAD   -  FLORENCE (1984)
 OA1076
 OA1076                         *CURRENT SURVEY CONTROL
 OA1076  ___________________________________________________________________
 OA1076* NAD 83(1991)-  43 59 08.37613(N)    124 00 31.95058(W)     ADJUSTED  
 OA1076* NAVD 88     -              **(meters)            **(feet)            
 OA1076  ___________________________________________________________________
 OA1076  LAPLACE CORR-          11.48  (seconds)                    DEFLEC99
 OA1076  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 OA1076  HORZ ORDER  -  THIRD
 OA1076
 OA1076.The horizontal coordinates were established by classical geodetic methods
 OA1076.and adjusted by the National Geodetic Survey in October 1991.
 OA1076
 OA1076
 OA1076.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1076
 OA1076.The geoid height was determined by GEOID03.
 OA1076
 OA1076;                    North         East     Units Scale Factor Converg.
 OA1076;SPC OR S     -   263,506.652 1,218,582.076   MT  0.99999639   -2 24 02.1
 OA1076;SPC OR S     -   864,523.14  3,997,972.69   iFT  0.99999639   -2 24 02.1
 OA1076;UTM  10      - 4,870,774.836   419,094.697   MT  0.99968051   -0 42 02.4
 OA1076
 OA1076                          SUPERSEDED SURVEY CONTROL
 OA1076
 OA1076  NAD 83(1986)-  43 59 08.38525(N)    124 00 32.00222(W) AD(       ) 4
 OA1076  NAD 27      -  43 59 08.94000(N)    124 00 27.59000(W) AD(       ) 3
 OA1076
 OA1076.Superseded values are not recommended for survey control.
 OA1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1076.See file dsdata.txt to determine how the superseded data were derived.
 OA1076
 OA1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP1909570775(NAD 83)
 OA1076
 OA1076  HISTORY     - Date     Condition        Report By
 OA1076  HISTORY     - 1956     MONUMENTED       CGS
 OA1076
 OA1076                          STATION DESCRIPTION
 OA1076
 OA1076'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 OA1076'THE POLE IS LOCATED ABOUT 7 MILES EAST-NORTHEAST OF FLORENCE, ABOUT
 OA1076'4 MILES EAST-NORTHEAST OF CUSHMAN, AND ABOUT 0.5 MILE SOUTHEAST
 OA1076'OF THE SIUSLAW RIVER.  IT IS ABOUT HALF WAY UP THE SOUTHWEST SLOPE
 OA1076'OF A WOODED RIDGE WHICH LIES BETWEEN BERNHART CREEK AND KERNOWSKI
 OA1076'CREEK AND IS ABOUT 0.3 MILE NORTH OF THE RALPH BERNHART
 OA1076'FARMHOUSE.
 OA1076'
 OA1076'THE POLE IS 43 FEET IN HEIGHT AND BEARS THE DESIGNATION B ON THE
 OA1076'NORTH SIDE.  IT IS ABOUT 10 FEET WEST OF A SIMILAR POLE (POLE MR
 OA1076'10 4 A) AND THE TWO ARE JOINED AT THE TOP WITH A WOODEN CROSS
 OA1076'BRACE, WHICH SUPPORTS THREE POWER CABLES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1077 ***********************************************************************
 OA1077  DESIGNATION -  BONNEVILLE PWR POLE 10 4 A
 OA1077  PID         -  OA1077
 OA1077  STATE/COUNTY-  OR/LANE
 OA1077  USGS QUAD   -  FLORENCE (1984)
 OA1077
 OA1077                         *CURRENT SURVEY CONTROL
 OA1077  ___________________________________________________________________
 OA1077* NAD 83(1991)-  43 59 08.40016(N)    124 00 31.79006(W)     ADJUSTED  
 OA1077* NAVD 88     -              **(meters)            **(feet)            
 OA1077  ___________________________________________________________________
 OA1077  LAPLACE CORR-          11.48  (seconds)                    DEFLEC99
 OA1077  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 OA1077  HORZ ORDER  -  THIRD
 OA1077
 OA1077.The horizontal coordinates were established by classical geodetic methods
 OA1077.and adjusted by the National Geodetic Survey in October 1991.
 OA1077
 OA1077
 OA1077.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1077
 OA1077.The geoid height was determined by GEOID03.
 OA1077
 OA1077;                    North         East     Units Scale Factor Converg.
 OA1077;SPC OR S     -   263,507.244 1,218,585.681   MT  0.99999639   -2 24 02.0
 OA1077;SPC OR S     -   864,525.08  3,997,984.52   iFT  0.99999639   -2 24 02.0
 OA1077;UTM  10      - 4,870,775.534   419,098.282   MT  0.99968050   -0 42 02.3
 OA1077
 OA1077                          SUPERSEDED SURVEY CONTROL
 OA1077
 OA1077  NAD 83(1986)-  43 59 08.40929(N)    124 00 31.84170(W) AD(       ) 4
 OA1077  NAD 27      -  43 59 08.97000(N)    124 00 27.42000(W) AD(       ) 3
 OA1077
 OA1077.Superseded values are not recommended for survey control.
 OA1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1077.See file dsdata.txt to determine how the superseded data were derived.
 OA1077
 OA1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP1909870776(NAD 83)
 OA1077
 OA1077  HISTORY     - Date     Condition        Report By
 OA1077  HISTORY     - 1956     MONUMENTED       CGS
 OA1077
 OA1077                          STATION DESCRIPTION
 OA1077
 OA1077'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 OA1077'SEE STATION BONNEVILLE PWR POLE 10-4 B
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2398 ***********************************************************************
 RC2398  DESIGNATION -  BONNEVILLE SW BARRACKS SW COR
 RC2398  PID         -  RC2398
 RC2398  STATE/COUNTY-  OR/MULTNOMAH
 RC2398  USGS QUAD   -  BONNEVILLE DAM (1994)
 RC2398
 RC2398                         *CURRENT SURVEY CONTROL
 RC2398  ___________________________________________________________________
 RC2398* NAD 83(1991)-  45 37 58.39318(N)    121 57 32.93157(W)     ADJUSTED  
 RC2398* NAVD 88     -              **(meters)            **(feet)            
 RC2398  ___________________________________________________________________
 RC2398  LAPLACE CORR-           6.02  (seconds)                    DEFLEC99
 RC2398  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 RC2398  HORZ ORDER  -  THIRD
 RC2398
 RC2398.The horizontal coordinates were established by classical geodetic methods
 RC2398.and adjusted by the National Geodetic Survey in October 1991.
 RC2398
 RC2398
 RC2398.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2398
 RC2398.The geoid height was determined by GEOID03.
 RC2398
 RC2398;                    North         East     Units Scale Factor Converg.
 RC2398;SPC OR N     -   219,519.904 2,386,238.874   MT  0.99992738   -1 02 05.3
 RC2398;SPC OR N     -   720,209.66  7,828,867.70   iFT  0.99992738   -1 02 05.3
 RC2398;SPC WA S     -    34,348.445   386,225.062   MT  1.00005145   -1 03 35.7
 RC2398;SPC WA S     -   112,691.52  1,267,140.06   sFT  1.00005145   -1 03 35.7
 RC2398;UTM  10      - 5,053,786.846   581,126.861   MT  0.99968092   +0 44 38.8
 RC2398
 RC2398                          SUPERSEDED SURVEY CONTROL
 RC2398
 RC2398  NAD 83(1986)-  45 37 58.40250(N)    121 57 32.93963(W) AD(       ) 4
 RC2398  NAD 27      -  45 37 58.97400(N)    121 57 28.66400(W) AD(       ) 3
 RC2398
 RC2398.Superseded values are not recommended for survey control.
 RC2398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2398.See file dsdata.txt to determine how the superseded data were derived.
 RC2398
 RC2398_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER8112753787(NAD 83)
 RC2398
 RC2398  HISTORY     - Date     Condition        Report By
 RC2398  HISTORY     - 1938     MONUMENTED       CGS
 RC2398  HISTORY     - 1948     SEE DESCRIPTION  CGS
 RC2398
 RC2398                          STATION DESCRIPTION
 RC2398
 RC2398'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RAE)
 RC2398'THE BARRACKS UPON WHICH THE STATION WAS LOCATED HAS BEEN TORN DOWN
 RC2398'AND THE STATION SHOULD BE CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2236 ***********************************************************************
 RC2236  DESIGNATION -  BONNEY BUTTE LOOKOUT HOUSE
 RC2236  PID         -  RC2236
 RC2236  STATE/COUNTY-  OR/HOOD RIVER
 RC2236  USGS QUAD   -  BADGER LAKE (1996)
 RC2236
 RC2236                         *CURRENT SURVEY CONTROL
 RC2236  ___________________________________________________________________
 RC2236* NAD 83(1991)-  45 15 45.72209(N)    121 35 35.12361(W)     ADJUSTED  
 RC2236* NAVD 88     -      1708.     (meters)    5604.     (feet)  SCALED    
 RC2236  ___________________________________________________________________
 RC2236  LAPLACE CORR-           3.97  (seconds)                    DEFLEC99
 RC2236  GEOID HEIGHT-         -20.71  (meters)                     GEOID03
 RC2236  HORZ ORDER  -  THIRD
 RC2236
 RC2236.The horizontal coordinates were established by classical geodetic methods
 RC2236.and adjusted by the National Geodetic Survey in October 1991.
 RC2236
 RC2236.The orthometric height was scaled from a topographic map.
 RC2236
 RC2236.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2236
 RC2236.The geoid height was determined by GEOID03.
 RC2236
 RC2236;                    North         East     Units Scale Factor Converg.
 RC2236;SPC OR N     -   177,933.940 2,414,219.616   MT  0.99989592   -0 46 30.7
 RC2236;SPC OR N     -   583,772.77  7,920,668.03   iFT  0.99989592   -0 46 30.7
 RC2236;UTM  10      - 5,013,096.515   610,378.077   MT  0.99974980   +0 59 58.2
 RC2236
 RC2236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2236!SPC OR N     -   0.99973559  x   0.99989592  =   0.99963153
 RC2236!UTM  10      -   0.99973559  x   0.99974980  =   0.99948545
 RC2236
 RC2236                          SUPERSEDED SURVEY CONTROL
 RC2236
 RC2236  NAD 83(1986)-  45 15 45.73854(N)    121 35 35.12287(W) AD(       ) 4
 RC2236  NAD 27      -  45 15 46.30900(N)    121 35 30.86500(W) AD(       ) 3
 RC2236
 RC2236.Superseded values are not recommended for survey control.
 RC2236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2236.See file dsdata.txt to determine how the superseded data were derived.
 RC2236
 RC2236_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR1037813097(NAD 83)
 RC2236
 RC2236  HISTORY     - Date     Condition        Report By
 RC2236  HISTORY     - 1947     MONUMENTED       CGS
 RC2236  HISTORY     - 1955     GOOD             USGS
 RC2236  HISTORY     - 1958     GOOD             USGS
 RC2236
 RC2236                          STATION DESCRIPTION
 RC2236
 RC2236'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (WRH)
 RC2236'THE STATION IS THE CENTER OF THE LOOKOUT HOUSE LOCATED ON THE
 RC2236'SUMMIT OF BONNEY BUTTE IN THE MT HOOD NATIONAL FOREST.  IT IS
 RC2236'ABOUT 8 MILES EAST-SOUTHEAST OF GOVERNMENT CAMP, ABOUT 8 MILES
 RC2236'SOUTHEAST OF THE SUMMIT OF MT HOOD, AND ABOUT 2.5 MILES
 RC2236'SOUTH-SOUTHWEST OF BADGER LAKE.  THE LOOKOUT HOUSE HAS A PEAKED
 RC2236'ROOF AND IS ABOUT 15 FEET IN HEIGHT.  SEVERAL SHEDS AND GARAGES
 RC2236'ARE LOCATED TO THE SOUTH OF THE LOOKOUT HOUSE.
 RC2236
 RC2236                          STATION RECOVERY (1955)
 RC2236
 RC2236'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 RC2236'RECOVERED AS DESCRIBED BY NGS (INTERSECTED ONLY).  NEW LOCATED
 RC2236'FOLLOWS.
 RC2236'
 RC2236'LOCATED ABOUT 8 MI SE. OF GOVERNMENT CAMP, 4 MI SE. OF STATE HWY.
 RC2236'35.  ON BARE TOP.
 RC2236'
 RC2236'STATION MARK--CENTER OF USFS LOH.
 RC2236
 RC2236                          STATION RECOVERY (1958)
 RC2236
 RC2236'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 RC2236'RECOVERED AS DESCRIBED BY NGS.  ALL MARKS IN GOOD CONDITION.
 RC2236'
 RC2236'1975 NOTE FROM NGS FORM 526--LOH DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA1065 ***********************************************************************
 RA1065  DESIGNATION -  BONNY
 RA1065  PID         -  RA1065
 RA1065  STATE/COUNTY-  OR/WALLOWA
 RA1065  USGS QUAD   -  ANEROID MOUNTAIN (1990)
 RA1065
 RA1065                         *CURRENT SURVEY CONTROL
 RA1065  ___________________________________________________________________
 RA1065* NAD 83(1991)-  45 12 10.87271(N)    117 10 30.07772(W)     ADJUSTED  
 RA1065* NAVD 88     -      2958.7    (meters)    9707.     (feet)  VERTCON   
 RA1065  ___________________________________________________________________
 RA1065  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 RA1065  GEOID HEIGHT-         -15.34  (meters)                     GEOID03
 RA1065  HORZ ORDER  -  THIRD
 RA1065
 RA1065.The horizontal coordinates were established by classical geodetic methods
 RA1065.and adjusted by the National Geodetic Survey in October 1991.
 RA1065
 RA1065.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1065.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1065
 RA1065.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1065
 RA1065.The geoid height was determined by GEOID03.
 RA1065
 RA1065;                    North         East     Units Scale Factor Converg.
 RA1065;SPC OR N     -   176,095.986 2,761,135.321   MT  0.99989476   +2 21 28.9
 RA1065;SPC OR N     -   577,742.74  9,058,842.92   iFT  0.99989476   +2 21 28.9
 RA1065;UTM  11      - 5,005,518.671   486,254.423   MT  0.99960232   -0 07 27.1
 RA1065
 RA1065!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1065!SPC OR N     -   0.99953875  x   0.99989476  =   0.99943356
 RA1065!UTM  11      -   0.99953875  x   0.99960232  =   0.99914125
 RA1065
 RA1065|---------------------------------------------------------------------|
 RA1065| PID    Reference Object                     Distance      Geod. Az  |
 RA1065|                                                           dddmmss.s |
 RA1065| RA1080 BONNY RM 1                            3.228 METERS 09749     |
 RA1065| RA1076 NESBIT BUTTE LOT                    APPROX.16.2 KM 1023757.4 |
 RA1065| RA1075 NEBO LOT                            APPROX. 9.2 KM 1365232.8 |
 RA1065| RA1078 RUSSELL MTN LOT                     APPROX.16.5 KM 1550713.6 |
 RA1065| RA1081 BONNY RM 2                            3.688 METERS 18406     |
 RA1065| RA1071 IMNAHA RESET                        APPROX.16.4 KM 1995637.8 |
 RA1065|---------------------------------------------------------------------|
 RA1065
 RA1065                          SUPERSEDED SURVEY CONTROL
 RA1065
 RA1065  NAD 83(1986)-  45 12 10.87286(N)    117 10 30.08403(W) AD(       ) 3
 RA1065  NGVD 29 (09/20/87) 2957.1    (m)         9702.     (f) H LEVEL     3  
 RA1065
 RA1065.Superseded values are not recommended for survey control.
 RA1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1065.See file dsdata.txt to determine how the superseded data were derived.
 RA1065
 RA1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML8625405519(NAD 83)
 RA1065_MARKER: DS = TRIANGULATION STATION DISK
 RA1065_SETTING: 66 = SET IN ROCK OUTCROP
 RA1065_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 RA1065_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA1065+STABILITY: POSITION/ELEVATION WELL
 RA1065
 RA1065  HISTORY     - Date     Condition        Report By
 RA1065  HISTORY     - 1954     MONUMENTED       USGS
 RA1065
 RA1065                          STATION DESCRIPTION
 RA1065
 RA1065'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 RA1065'LOCATED ABOUT 10 MI SSE. OF JOSEPH, 1.5 MI E. OF ANEROID LAKE.  ON
 RA1065'HIGHEST POINT OF MT. ANEROID.
 RA1065'
 RA1065'TO REACH FROM JOSEPH, DRIVE 8 MI S. AS PER SIGN
 RA1065'WALLOWA STATE PARK TO WALLOWA LAKE LODGE.  TURN LEFT ON
 RA1065'MAIN-TRAVELED GRAVEL RD. 3 MI TO POWER PLANT.  PACK S. ON EAST
 RA1065'FORK TRAIL 6 MI TO ANEROID LAKE.  CONTINUE 1 MI S. TOWARD
 RA1065'TENDERFOOT PASS TO SIGN AND TRAIL FORKS.  TAKE LEFT FORK AS PER
 RA1065'SIGN BONNY LAKES 2 1 MI TO SADDLE AT SUMMIT OF RIDGE.  LEAVE
 RA1065'TRAIL AND PACK N. UP RIDGE TO HIGHEST POINT AND STATION.
 RA1065'
 RA1065'STATION MARK--STANDARD TABLET STAMPED---BONNY 1954---, CEMENTED IN
 RA1065'DRILL HOLE IN SOLID ROCK OUTCROP.
 RA1065'
 RA1065'RM 1--COPPER NAIL AND WASHER IN ROCK OUTCROP.
 RA1065'
 RA1065'RM 2--COPPER NAIL AND WASHER IN ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1118 ***********************************************************************
 OA1118  DESIGNATION -  BOOM
 OA1118  PID         -  OA1118
 OA1118  STATE/COUNTY-  OR/DOUGLAS
 OA1118  USGS QUAD   -  REEDSPORT (1985)
 OA1118
 OA1118                         *CURRENT SURVEY CONTROL
 OA1118  ___________________________________________________________________
 OA1118* NAD 83(1991)-  43 43 26.68709(N)    124 06 36.02967(W)     ADJUSTED  
 OA1118* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 OA1118  ___________________________________________________________________
 OA1118  LAPLACE CORR-          13.06  (seconds)                    DEFLEC99
 OA1118  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 OA1118  HORZ ORDER  -  THIRD
 OA1118
 OA1118.The horizontal coordinates were established by classical geodetic methods
 OA1118.and adjusted by the National Geodetic Survey in October 1991.
 OA1118
 OA1118.The orthometric height was scaled from a topographic map.
 OA1118
 OA1118.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1118
 OA1118.The geoid height was determined by GEOID03.
 OA1118
 OA1118;                    North         East     Units Scale Factor Converg.
 OA1118;SPC OR S     -   234,815.303 1,209,223.582   MT  0.99994158   -2 28 11.2
 OA1118;SPC OR S     -   770,391.41  3,967,268.97   iFT  0.99994158   -2 28 11.2
 OA1118;UTM  10      - 4,841,826.362   410,594.431   MT  0.99969832   -0 46 02.2
 OA1118
 OA1118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1118!SPC OR S     -   1.00000343  x   0.99994158  =   0.99994501
 OA1118!UTM  10      -   1.00000343  x   0.99969832  =   0.99970175
 OA1118
 OA1118|---------------------------------------------------------------------|
 OA1118| PID    Reference Object                     Distance      Geod. Az  |
 OA1118|                                                           dddmmss.s |
 OA1118| OA1130 FLAT                                353.992 METERS 20300     |
 OA1118| CD9629 BOOM RM 1                                          35055     |
 OA1118|---------------------------------------------------------------------|
 OA1118
 OA1118                          SUPERSEDED SURVEY CONTROL
 OA1118
 OA1118  NAD 83(1986)-  43 43 26.69091(N)    124 06 36.07796(W) AD(       ) 3
 OA1118  NAD 27      -  43 43 27.26400(N)    124 06 31.66400(W) AD(       ) 3
 OA1118
 OA1118.Superseded values are not recommended for survey control.
 OA1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1118.See file dsdata.txt to determine how the superseded data were derived.
 OA1118
 OA1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP1059441826(NAD 83)
 OA1118
 OA1118  HISTORY     - Date     Condition        Report By
 OA1118  HISTORY     - 1920     MONUMENTED       CGS
 OA1118  HISTORY     - 1936     SEE DESCRIPTION  CGS
 OA1118  HISTORY     - 1956     SEE DESCRIPTION  USGS
 OA1118
 OA1118                          STATION DESCRIPTION
 OA1118
 OA1118'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (OWS)
 OA1118'THIS STATION IS ON THE SMALL LONG ISLAND LYING BETWEEN THE LOG
 OA1118'BOOM AND THE ROAD AT THE SOUTHERN END OF GARDINER.  STATION IS
 OA1118'ABOUT 75 METERS FROM THE S END OF THE ISLAND.
 OA1118'
 OA1118'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 OA1118'CONCRETE, AS DESCRIBED IN NOTES 1 AND 11.
 OA1118'
 OA1118'REFERENCE MARK NO.1 IS IN MIDDLE OF ISLAND AT ITS HIGHEST PART,
 OA1118'20.71 METERS, IN AZIMUTH 170 DEG 55 MIN (TRUE) FROM STATION.
 OA1118
 OA1118                          STATION RECOVERY (1936)
 OA1118
 OA1118'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (LAM)
 OA1118'THIS STATION IS ABOUT 0.25 MILE S OF THE MAIN PART OF GARDINER,
 OA1118'ON A NARROW LONG ISLAND LYING CLOSE TO THE E BANK OF THE UMPQUA
 OA1118'RIVER AND INSIDE A LOG BOOM.  STATION IS ABOUT 200 FEET W OF THE
 OA1118'OREGON COAST HIGHWAY (U.S.101) AND ABOUT 125 FEET N OF THE S END
 OA1118'OF THE ISLAND.
 OA1118'
 OA1118'STATION MARKED BY A STANDARD DISK STAMPED BOOM 1920 SET IN THE
 OA1118'TOP OF A SQUARE CONCRETE POST.
 OA1118'
 OA1118'REFERENCE MARK CONSISTS OF A STANDARD DISK STAMPED BOOM REF 1
 OA1118'1920 IN A SQUARE CONCRETE POST, NOTE 11A, SITUATED ABOUT THE
 OA1118'HIGHEST POINT ON ISLAND, 20.71 METERS (67.95 FEET) NORTHERLY
 OA1118'FROM STATION IN AZIMUTH 170 DEG 55 MIN.
 OA1118'
 OA1118'BOTH MARKS ARE IN GOOD CONDITION AND THERE IS A SQUARE WOOD
 OA1118'FRAME BUILT OVER STATION WITH SIGNAL AND TARGET.
 OA1118'
 OA1118'BOAT REQUIRED TO REACH ISLAND.
 OA1118
 OA1118                          STATION RECOVERY (1956)
 OA1118
 OA1118'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 OA1118'STATION HAS CAVED OFF INTO RIVER.
 OA1118'
 OA1118'REFERENCE MARK 1 WAS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC2130 ***********************************************************************
 SC2130  DESIGNATION -  BOOM 1874
 SC2130  PID         -  SC2130
 SC2130  STATE/COUNTY-  OR/CLATSOP
 SC2130  USGS QUAD   -  GEARHART (1973)
 SC2130
 SC2130                         *CURRENT SURVEY CONTROL
 SC2130  ___________________________________________________________________
 SC2130* NAD 83(1991)-  46 07 01.92370(N)    123 56 34.38042(W)     ADJUSTED  
 SC2130* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 SC2130  ___________________________________________________________________
 SC2130  LAPLACE CORR-          15.29  (seconds)                    DEFLEC99
 SC2130  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 SC2130  HORZ ORDER  -  THIRD
 SC2130
 SC2130.The horizontal coordinates were established by classical geodetic methods
 SC2130.and adjusted by the National Geodetic Survey in October 1991.
 SC2130
 SC2130.The orthometric height was scaled from a topographic map.
 SC2130
 SC2130.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2130
 SC2130.The geoid height was determined by GEOID03.
 SC2130
 SC2130;                    North         East     Units Scale Factor Converg.
 SC2130;SPC OR N     -   277,992.037 2,233,938.594   MT  1.00003192   -2 26 29.9
 SC2130;SPC OR N     -   912,047.37  7,329,194.86   iFT  1.00003192   -2 26 29.9
 SC2130;SPC WA S     -    92,933.660   233,964.948   MT  0.99994774   -2 30 03.2
 SC2130;SPC WA S     -   304,899.85    767,600.00   sFT  0.99994774   -2 30 03.2
 SC2130;UTM  10      - 5,107,501.555   427,144.779   MT  0.99966525   -0 40 46.6
 SC2130
 SC2130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2130!SPC OR N     -   1.00000229  x   1.00003192  =   1.00003421
 SC2130!SPC WA S     -   1.00000229  x   0.99994774  =   0.99995003
 SC2130!UTM  10      -   1.00000229  x   0.99966525  =   0.99966754
 SC2130
 SC2130:                Primary Azimuth Mark                     Grid Az
 SC2130:SPC OR N     -  PINNACLE ROCK                            194 05 18.1
 SC2130:SPC WA S     -  PINNACLE ROCK                            194 08 51.4
 SC2130:UTM  10      -  PINNACLE ROCK                            192 19 34.8
 SC2130
 SC2130|---------------------------------------------------------------------|
 SC2130| PID    Reference Object                     Distance      Geod. Az  |
 SC2130|                                                           dddmmss.s |
 SC2130| RD2080 PINNACLE ROCK                       APPROX.19.4 KM 1913848.2 |
 SC2130| RD2087 ISLET 1                             APPROX.19.4 KM 1921119.7 |
 SC2130| RD2088 ISLET 2                             APPROX.19.5 KM 1921747.5 |
 SC2130| SD0636 BATTERY 1873                        APPROX.19.5 KM 3351835.3 |
 SC2130|---------------------------------------------------------------------|
 SC2130
 SC2130                          SUPERSEDED SURVEY CONTROL
 SC2130
 SC2130  NAD 83(1986)-  46 07 01.93999(N)    123 56 34.35762(W) AD(       ) 3
 SC2130  NAD 27      -  46 07 02.56968(N)    123 56 29.84408(W) AD(       ) 3
 SC2130
 SC2130.Superseded values are not recommended for survey control.
 SC2130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2130.See file dsdata.txt to determine how the superseded data were derived.
 SC2130
 SC2130_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2714507502(NAD 83)
 SC2130
 SC2130  HISTORY     - Date     Condition        Report By
 SC2130  HISTORY     - 1874     MONUMENTED       COASUR
 SC2130  HISTORY     - 1934     SEE DESCRIPTION  ORGS
 SC2130
 SC2130                          STATION DESCRIPTION
 SC2130
 SC2130'DESCRIBED BY OREGON GEODETIC SURVEY 1934
 SC2130'STATION IS ABOUT 6.6 MILES N OF GEARHART, MEASURED FROM THE SIXTH
 SC2130'STREET DRIVEWAY ONTO THE BEACH AND IS BEST REACHED BY DRIVING N
 SC2130'ALONG THE BEACH FROM THAT POINT.  THE STATION WAS ESTABLISHED ON
 SC2130'THE FIRST LARGE GRASS-COVERED SAND DUNE S OF THE ENTRANCE TO
 SC2130'COLUMBIA BEACH, AND AT THE TIME OF ESTABLISHMENT WAS ABOUT 230
 SC2130'METERS N OF A FENCE.  THE LOCALITY IS SW OF CAMP CLATSOP.
 SC2130'
 SC2130'THE STATION IS MARKED BY A DRILL HOLE IN A BOULDER BURIED 2 FEET.
 SC2130'
 SC2130'THE STATION COULD NOT BE FOUND DUE TO THE FACT THAT THE DUNE,
 SC2130'WHICH WAS ABOUT 75 METERS E OF THE SHORE AT THE TIME THE STATION
 SC2130'WAS ESTABLISHED, HAS BEEN BADLY ERODED AWAY BY WIND AND WATER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3951 ***********************************************************************
 RD3951  DESIGNATION -  BOOM RESET
 RD3951  PID         -  RD3951
 RD3951  STATE/COUNTY-  OR/COLUMBIA
 RD3951  USGS QUAD   -  ST HELENS (1990)
 RD3951
 RD3951                         *CURRENT SURVEY CONTROL
 RD3951  ___________________________________________________________________
 RD3951* NAD 83(1991)-  45 45 17.74542(N)    122 49 32.97210(W)     ADJUSTED  
 RD3951* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 RD3951  ___________________________________________________________________
 RD3951  LAPLACE CORR-          -2.71  (seconds)                    DEFLEC99
 RD3951  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 RD3951  HORZ ORDER  -  THIRD
 RD3951
 RD3951.The horizontal coordinates were established by classical geodetic methods
 RD3951.and adjusted by the National Geodetic Survey in October 1991.
 RD3951
 RD3951.The orthometric height was scaled from a topographic map.
 RD3951
 RD3951.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3951
 RD3951.The geoid height was determined by GEOID03.
 RD3951
 RD3951;                    North         East     Units Scale Factor Converg.
 RD3951;SPC OR N     -   234,660.579 2,319,074.720   MT  0.99994693   -1 38 58.0
 RD3951;SPC OR N     -   769,883.79  7,608,512.86   iFT  0.99994693   -1 38 58.0
 RD3951;SPC WA S     -    49,528.773   319,062.962   MT  1.00001869   -1 41 22.1
 RD3951;SPC WA S     -   162,495.65  1,046,792.40   sFT  1.00001869   -1 41 22.1
 RD3951;UTM  10      - 5,066,833.791   513,546.146   MT  0.99960226   +0 07 29.2
 RD3951
 RD3951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3951!SPC OR N     -   1.00000276  x   0.99994693  =   0.99994969
 RD3951!SPC WA S     -   1.00000276  x   1.00001869  =   1.00002145
 RD3951!UTM  10      -   1.00000276  x   0.99960226  =   0.99960502
 RD3951
 RD3951|---------------------------------------------------------------------|
 RD3951| PID    Reference Object                     Distance      Geod. Az  |
 RD3951|                                                           dddmmss.s |
 RD3951| CE2337 BOOM RM 3                             7.515 METERS 02243     |
 RD3951| CE2335 BOOM RM 1                             4.402 METERS 03906     |
 RD3951| CE2336 BOOM RM 2                             7.494 METERS 15124     |
 RD3951| CE2236 SDD 26                                             2271026.1 |
 RD3951|---------------------------------------------------------------------|
 RD3951
 RD3951                          SUPERSEDED SURVEY CONTROL
 RD3951
 RD3951  NAD 83(1986)-  45 45 17.76498(N)    122 49 32.97144(W) AD(       ) 3
 RD3951  NAD 27      -  45 45 18.35000(N)    122 49 28.60400(W) AD(       ) 3
 RD3951
 RD3951.Superseded values are not recommended for survey control.
 RD3951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3951.See file dsdata.txt to determine how the superseded data were derived.
 RD3951
 RD3951_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1354666834(NAD 83)
 RD3951_MARKER: Z = SEE DESCRIPTION
 RD3951_SETTING: 0 = UNSPECIFIED SETTING
 RD3951
 RD3951  HISTORY     - Date     Condition        Report By
 RD3951  HISTORY     - 1938     MONUMENTED       CGS
 RD3951  HISTORY     - 1967     SEE DESCRIPTION  CGS
 RD3951
 RD3951                          STATION DESCRIPTION
 RD3951
 RD3951'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (WMS)
 RD3951'STATION IS ON THE W BANK OF MULTNOMAH CHANNEL 3/4 MILE ABOVE WATTS
 RD3951'ISLAND AND JUST DOWNSTREAM FROM A GROUP OF FARM BUILDINGS AT THE S
 RD3951'END OF A STRETCH WHERE THE COUNTRY ROAD FOLLOWS ALONG THE LEVEE.
 RD3951'STATION IS ON TOP OF THE LEVEE 182 METERS N OF THE RIVER GABLE OF
 RD3951'THE NEAREST HOUSE, 244 METERS NE OF THE N GABLE OF A VEGETABLE
 RD3951'STORAGE CELLAR, 15 METERS E OF THE CENTER LINE OF COUNTY ROAD AND 45
 RD3951'METERS W OF ORDINARY HIGH-WATER LINE.
 RD3951'
 RD3951'STATION MARK IS A STANDARD DISK STAMPED, BOOM 1938, CEMENTED IN
 RD3951'4-INCH CAST-IRON SOIL PIPE.
 RD3951'
 RD3951'REFERENCE MARKS NO.1 AND NO.2 ARE STANDARD DISKS STAMPED, BOOM 1938,
 RD3951'CEMENTED IN 4-INCH CAST-IRON SOIL PIPE.
 RD3951
 RD3951                          STATION RECOVERY (1967)
 RD3951
 RD3951'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JCL)
 RD3951'REFERENCE MARK NO. 2 WAS RECOVERED IN GOOD CONDITION.  THE STATION
 RD3951'MARK HAD BEEN RECOVERED IN GOOD CONDITION AT A DEPTH OF ABOUT 6
 RD3951'FEET BELOW THE SURFACE OF THE DIKE AND RE-MONUMENTED AT THE SURFACE
 RD3951'BY THE U.S. ENGINEERS.  REFERENCE MARK NO. 1 HAD BEEN DESTROYED.
 RD3951'REFERENCE MARK NO. 3 AND AN AZIMUTH MARK WERE ESTABLISHED.  A NEW
 RD3951'AND COMPLETE DESCRIPTION FOLLOWS.
 RD3951'
 RD3951'THE STATION IS 3.0 MILES EAST OF SCAPPOOSE, ON THE WEST BANK OF
 RD3951'MULTNOMAH CHANNEL ON TOP OF THE DIKE.
 RD3951'
 RD3951'TO REACH THE STATION FROM THE POST OFFICE IN SCAPPOOSE GO SOUTH ON
 RD3951'U.S. HIGHWAY 30 FOR 0.1 MILE TO COLUMBIA AVENUE, TURN LEFT AND GO
 RD3951'EAST ON COLUMBIA AVENUE AND DIKE ROAD FOR 1.8 MILES TO A SIDE ROAD
 RD3951'RIGHT, CONTINUE EAST ON THE MACADAM ROAD FOR 1.0 MILE TO A
 RD3951'DRIVEWAY ON THE RIGHT, TURN RIGHT AND GO EAST ON THE DIRT ROAD FOR
 RD3951'0.05 MILE TO THE TOP OF THE DIKE, TURN RIGHT AND GO SOUTH ON THE
 RD3951'TOP OF THE DIKE FOR 300 FEET TO THE STATION.
 RD3951'
 RD3951'THE STATION MARK, STAMPED BOOM 1938 1967, IS 600 FEET NORTH OF NORMAN
 RD3951'BROWNS RESIDENCE, 400 FEET SOUTHEAST OF AN UNPAINTED RESIDENCE,
 RD3951'350 FEET EAST OF DIKE ROAD, 40 FEET WEST OF THE HIGH WATER LINE, 5
 RD3951'FEET WEST OF A METAL WITNESS POST AND 4 FEET EAST OF THE CENTER OF
 RD3951'THE ROAD THAT FOLLOWS THE TOP OF THE DIKE.  IT IS A U.S. ENGINEERS
 RD3951'DISK SET IN A CYLINDRICAL CONCRETE MONUMENT, 10-INCHES IN DIAMETER
 RD3951'AND 5 INCHES BELOW THE SURFACE.
 RD3951'
 RD3951'REFERENCE MARK NO. 2, STAMPED BOOM NO 2 1938, IS A STANDARD DISK
 RD3951'SET IN CONCRETE IN A 4-INCH CAST-IRON PIPE THAT PROJECTS 2 INCHES, 23
 RD3951'FEET SOUTHEAST OF THE WITNESS POST, 17 FEET EAST OF THE CENTER OF
 RD3951'THE DIKE AND 6 FEET LOWER THAN THE TOP OF THE DIKE.
 RD3951'
 RD3951'REFERENCE MARK NO. 3, STAMPED BOOM NO 3 1938 1967, IS A STANDARD
 RD3951'DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4
 RD3951'INCHES, 24 FEET NORTH OF THE WITNESS POST, 8 FEET EAST OF THE CENTER
 RD3951'OF THE DIKE AND LEVEL WITH THE TOP OF THE DIKE.  (NOTE 11A)
 RD3951'
 RD3951'TO REACH SDD 26 (USE), USED FOR THE AZIMUTH MARK, FROM THE POST
 RD3951'OFFICE IN SCAPPOOSE GO SOUTH ON U.S. HIGHWAY 30 FOR 0.1 MILE TO
 RD3951'COLUMBIA AVENUE, TURN LEFT AND GO EAST ON COLUMBIA AVENUE AND DIKE
 RD3951'ROAD FOR 1.8 MILES TO A MACADAM ROAD RIGHT, TURN RIGHT AND GO SOUTH
 RD3951'FOR 0.3 MILE TO WALLACE JOHNSONS DRIVEWAY ON THE LEFT, TURN LEFT
 RD3951'AND GO EAST ON THE DRIVEWAY, PASSING THREE DWELLINGS FOR A DISTANCE
 RD3951'OF 0.2 MILE TO THE MILK-HOUSE AND THE END OF TRUCK TRAVEL.  PACK
 RD3951'SOUTH 200 FEET TO THE TOP OF THE DIKE AND THE MARK.
 RD3951'
 RD3951'THE AZIMUTH MARK, STAMPED SDD 26 1967, IS A U.S. ENGINEERS DISK
 RD3951'SET IN A CYLINDRICAL CONCRETE MONUMENT 10-INCHES IN DIAMETER AND 5
 RD3951'INCHES BELOW THE SURFACE, 88 FEET SOUTH OF THE SOUTHWEST CORNER OF
 RD3951'A METAL LOAFING SHED, 37 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 RD3951'CORRAL, 9 FEET NORTH OF THE CENTER OF THE DIKE AND 2 FEET SOUTH OF A
 RD3951'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2364 ***********************************************************************
 QE2364  DESIGNATION -  BOONE
 QE2364  PID         -  QE2364
 QE2364  STATE/COUNTY-  OR/LINCOLN
 QE2364  USGS QUAD   -  TOLEDO SOUTH (1984)
 QE2364
 QE2364                         *CURRENT SURVEY CONTROL
 QE2364  ___________________________________________________________________
 QE2364* NAD 83(1991)-  44 34 29.70198(N)    123 58 17.68740(W)     ADJUSTED  
 QE2364* NAVD 88     -        16.     (meters)      52.     (feet)  SCALED    
 QE2364  ___________________________________________________________________
 QE2364  LAPLACE CORR-          15.58  (seconds)                    DEFLEC99
 QE2364  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 QE2364  HORZ ORDER  -  THIRD
 QE2364
 QE2364.The horizontal coordinates were established by classical geodetic methods
 QE2364.and adjusted by the National Geodetic Survey in October 1991.
 QE2364
 QE2364.The orthometric height was scaled from a topographic map.
 QE2364
 QE2364.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2364
 QE2364.The geoid height was determined by GEOID03.
 QE2364
 QE2364;                    North         East     Units Scale Factor Converg.
 QE2364;SPC OR N     -   106,850.047 2,224,359.766   MT  0.99994792   -2 27 43.2
 QE2364;SPC OR N     -   350,557.90  7,297,768.26   iFT  0.99994792   -2 27 43.2
 QE2364;UTM  10      - 4,936,189.909   422,860.501   MT  0.99967318   -0 40 54.9
 QE2364
 QE2364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2364!SPC OR N     -   1.00000115  x   0.99994792  =   0.99994907
 QE2364!UTM  10      -   1.00000115  x   0.99967318  =   0.99967433
 QE2364
 QE2364|---------------------------------------------------------------------|
 QE2364| PID    Reference Object                     Distance      Geod. Az  |
 QE2364|                                                           dddmmss.s |
 QE2364| QE2325 SLUE                                395.656 METERS 07138     |
 QE2364| QE2369 SHELF                               484.760 METERS 1532720.9 |
 QE2364| QE2351 REAR RANGE 1                        APPROX. 0.5 KM 2121220.9 |
 QE2364| QE2339 FRONT RANGE 1                       APPROX. 0.5 KM 2162600.3 |
 QE2364|---------------------------------------------------------------------|
 QE2364
 QE2364                          SUPERSEDED SURVEY CONTROL
 QE2364
 QE2364  NAD 83(1986)-  44 34 29.74267(N)    123 58 17.75049(W) AD(       ) 3
 QE2364  NAD 27      -  44 34 30.34600(N)    123 58 13.36700(W) AD(       ) 3
 QE2364
 QE2364.Superseded values are not recommended for survey control.
 QE2364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2364.See file dsdata.txt to determine how the superseded data were derived.
 QE2364
 QE2364_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ2286136190(NAD 83)
 QE2364_MARKER: Z = SEE DESCRIPTION
 QE2364_SETTING: 0 = UNSPECIFIED SETTING
 QE2364_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE2364
 QE2364  HISTORY     - Date     Condition        Report By
 QE2364  HISTORY     - 1914     MONUMENTED       CGS
 QE2364  HISTORY     - 1953     SEE DESCRIPTION  CGS
 QE2364
 QE2364                          STATION DESCRIPTION
 QE2364
 QE2364'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (JWM)
 QE2364'THE STATION IS ON LAND OWNED BY THE OLD BOONE ESTATE, ABOUT 100
 QE2364'METERS E OF A DEEP CUT, 1.5 METERS FROM THE OUTSIDE RAIL.  THE TIDE
 QE2364'FLATS EXTEND OUT SOME DISTANCE OPPOSITE THE STATION.
 QE2364'
 QE2364'THE STATION IS MARKED BY A BOTTLE SET 3 FEET BELOW THE SURFACE,
 QE2364'AND AT THE SURFACE BY A STANDARD DISK SET IN A CYLINDRICAL BED OF
 QE2364'CONCRETE 8 INCHES IN DIAMETER BY 2 FEET DEEP.
 QE2364'
 QE2364'THE REFERENCE MARK IS A STANDARD DISK SET IN CONCRETE, 6.70
 QE2364'METERS W OF THE STATION (MAGNETIC).
 QE2364
 QE2364                          STATION RECOVERY (1953)
 QE2364
 QE2364'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (FAR)
 QE2364'A THOROUGH SEARCH WAS MADE, BUT THE STATION OR REFERENCE MARK COULD
 QE2364'NOT BE FOUND.  THE RAILROAD HAS BEEN REPLACED BY A GRAVEL ROAD, AND
 QE2364'THE STATION PROBABLY WAS DESTROYED BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0811 ***********************************************************************
 NY0811  DESIGNATION -  BOOTH
 NY0811  PID         -  NY0811
 NY0811  STATE/COUNTY-  OR/LAKE
 NY0811  USGS QUAD   -  DREWS GAP (1980)
 NY0811
 NY0811                         *CURRENT SURVEY CONTROL
 NY0811  ___________________________________________________________________
 NY0811* NAD 83(1991)-  42 11 00.40913(N)    120 34 13.35402(W)     ADJUSTED  
 NY0811* NAVD 88     -      1572.0    (meters)    5157.     (feet)  VERTCON   
 NY0811  ___________________________________________________________________
 NY0811  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 NY0811  GEOID HEIGHT-         -21.19  (meters)                     GEOID03
 NY0811  HORZ ORDER  -  THIRD
 NY0811
 NY0811.The horizontal coordinates were established by classical geodetic methods
 NY0811.and adjusted by the National Geodetic Survey in October 1991.
 NY0811
 NY0811.The NAVD 88 height was computed by applying the VERTCON shift value to
 NY0811.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NY0811
 NY0811.The Laplace correction was computed from DEFLEC99 derived deflections.
 NY0811
 NY0811.The geoid height was determined by GEOID03.
 NY0811
 NY0811;                    North         East     Units Scale Factor Converg.
 NY0811;SPC OR S     -    57,409.699 1,494,185.824   MT  1.00004110   -0 02 53.3
 NY0811;SPC OR S     -   188,352.03  4,902,184.46   iFT  1.00004110   -0 02 53.3
 NY0811;UTM  10      - 4,673,002.034   700,642.716   MT  1.00009537   +1 37 55.4
 NY0811
 NY0811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NY0811!SPC OR S     -   0.99975683  x   1.00004110  =   0.99979792
 NY0811!UTM  10      -   0.99975683  x   1.00009537  =   0.99985218
 NY0811
 NY0811|---------------------------------------------------------------------|
 NY0811| PID    Reference Object                     Distance      Geod. Az  |
 NY0811|                                                           dddmmss.s |
 NY0811| CD6946 BOOTH RM 1                            7.744 METERS 03928     |
 NY0811| CD6945 BOOTH AZ MK                                        0941943.0 |
 NY0811| CD6947 BOOTH RM 2                            8.424 METERS 30051     |
 NY0811|---------------------------------------------------------------------|
 NY0811
 NY0811                          SUPERSEDED SURVEY CONTROL
 NY0811
 NY0811  NAD 83(1986)-  42 11 00.41104(N)    120 34 13.35408(W) AD(       ) 3
 NY0811  NAD 27      -  42 11 00.84300(N)    120 34 09.48800(W) AD(       ) 3
 NY0811  NGVD 29 (07/19/86) 1570.8    (m)         5154.     (f) VERT ANG    3  
 NY0811
 NY0811.Superseded values are not recommended for survey control.
 NY0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0811.See file dsdata.txt to determine how the superseded data were derived.
 NY0811
 NY0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGM0064373002(NAD 83)
 NY0811_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NY0811_SETTING: 66 = SET IN ROCK OUTCROP
 NY0811
 NY0811  HISTORY     - Date     Condition        Report By
 NY0811  HISTORY     - 1948     MONUMENTED       CGS
 NY0811
 NY0811                          STATION DESCRIPTION
 NY0811
 NY0811'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (GLS)
 NY0811'THE STATION IS LOCATED ON THE SUMMIT OF A PROTRUDING ROCK LEDGE,
 NY0811'ON THE NORTH SIDE OF HIGHWAY 66, ALMOST DIRECTLY ABOVE, NORTH,
 NY0811'OF THE MILEPOST 84, ABOUT 11-1/2 MILES AIR-LINE WEST OF LAKEVIEW
 NY0811'AND 12.0 MILES BY ROAD FROM THE JUNCTION OF U.S. HIGHWAY 395 AND
 NY0811'STATE HIGHWAY 66 IN LAKEVIEW, ABOUT 1-1/2 MILE SOUTHEAST FROM
 NY0811'BOOTH STATE PARK, ABOUT 250 YARDS WEST OF A RANCH HOUSE ON THE
 NY0811'NORTH SIDE OF THE HIGHWAY, WHERE THE HIGHWAY ENTERS A LARGE
 NY0811'CANYON.
 NY0811'
 NY0811'THE STATION MARK IS SET IN THE CENTER OF A LARGE, 20 FOOT, AREA
 NY0811'OF ROCK OUTCROP ON THE EXTREME EASTERN EDGE OF THE LARGE ROCK
 NY0811'OUTCROP CROWNING THE TOP OF THE HILL.  IT IS 150 FEET ABOVE THE
 NY0811'HIGHWAY AND MILEPOST 84, 35 FEET SOUTHEAST OF A SMALL TRIANGLE
 NY0811'BLAZE AT THE BASE OF AN 8 INCH JUNIPER AND 15 FEET NORTH OF THE
 NY0811'SOUTH EDGE OF THE ROCK OUTCROP.  IT IS STAMPED BOOTH 1948.
 NY0811'
 NY0811'REFERENCE MARK NO. 1 IS NORTH-NORTHEAST OF THE STATION MARK AND ON
 NY0811'THE EXTREME NORTHEAST EDGE OF THE ROCK OUTCROP.  IT IS 35 FEET
 NY0811'NORTH OF THE SOUTH EDGE OF THE ROCK OUTCROP, 30 FEET EAST OF THE
 NY0811'SMALL TRIANGLE BLAZE AND 1 FOOT WEST OF THE EAST EDGE OF THE ROCK
 NY0811'OUTCROP.  IT IS STAMPED BOOTH NO 1 1948.
 NY0811'
 NY0811'REFERENCE MARK NO. 2 IS WEST OF THE STATION AND IS STAMPED BOOTH
 NY0811'NO 2 1948.  IT IS 25 FEET SOUTH OF THE SMALL TRIANGLE BLAZE, 12
 NY0811'FEET NORTH OF THE SOUTH EDGE OF THE OUTCROP, AND 2 FEET WEST OF
 NY0811'THE POINT WHERE THE ROCK OUTCROP IS SPLIT BY A LARGE FISSURE.
 NY0811'
 NY0811'THE AZIMUTH MARK USED IS A U.S. DEPARTMENT OF AGRICULTURE AND
 NY0811'BUREAU OF PUBLIC ROADS MARK AND IS STAMPED ELEVATION NO 30-28 FEET
 NY0811'1939.  IT IS SET IN THE CENTER OF A 10X10 INCH CONCRETE POST
 NY0811'PROJECTING 2 INCHES ABOVE THE SURFACE OF THE GROUND.  THE CONCRETE
 NY0811'POST IS SET IN BETWEEN 2 WHITE POSTS, THE MOST EASTERLY OF WHICH
 NY0811'IS MARKED SHRW AND THE WESTERLY IS MARKED BM.  IT IS 51 FEET SOUTH
 NY0811'OF THE CENTER OF HIGHWAY 66 AND 65 FEET SOUTHWEST OF THE WHITE
 NY0811'ROAD POST 85.
 NY0811'
 NY0811'TO REACH THE STATION SITE FROM THE JUNCTION OF U.S. HIGHWAY 395 AND
 NY0811'STATE HIGHWAY 66, IN LAKEVIEW, GO WEST ON HIGHWAY 66 FOR 12.0
 NY0811'MILES TO A RANCH HOUSE ON THE RIGHT.  TURN RIGHT AND GO THROUGH
 NY0811'GATE ON THE WEST SIDE OF THE HOUSE, THEN FOLLOW A TRAIL UP A
 NY0811'SLIGHT DRAW, NORTH, FOR 0.2 MILE.  SWING SHARP LEFT AND GO ABOUT
 NY0811'150 YARDS TO THE STATION SITE ON THE EXTREME SOUTHEAST END OF A
 NY0811'FLAT-TOPPED PROTRUDING ROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0356 ***********************************************************************
 NW0356  DESIGNATION -  BORROW
 NW0356  PID         -  NW0356
 NW0356  STATE/COUNTY-  OR/MALHEUR
 NW0356  USGS QUAD   -  BURNS JUNCTION (1972)
 NW0356
 NW0356                         *CURRENT SURVEY CONTROL
 NW0356  ___________________________________________________________________
 NW0356* NAD 83(1991)-  42 47 29.43046(N)    117 52 27.65315(W)     ADJUSTED  
 NW0356* NAVD 88     -      1242.64   (+/-2cm)    4076.9    (feet)  VERTCON   
 NW0356  ___________________________________________________________________
 NW0356  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 NW0356  GEOID HEIGHT-         -18.32  (meters)                     GEOID03
 NW0356  HORZ ORDER  -  SECOND
 NW0356  VERT ORDER  -  THIRD ? (See Below)
 NW0356
 NW0356.The horizontal coordinates were established by classical geodetic methods
 NW0356.and adjusted by the National Geodetic Survey in October 1991.
 NW0356
 NW0356.The NAVD 88 height was computed by applying the VERTCON shift value to
 NW0356.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NW0356.The vertical order pertains to the NGVD 29 superseded value.
 NW0356
 NW0356.The Laplace correction was computed from DEFLEC99 derived deflections.
 NW0356
 NW0356.The geoid height was determined by GEOID03.
 NW0356
 NW0356;                    North         East     Units Scale Factor Converg.
 NW0356;SPC OR S     -   128,317.296 1,714,767.456   MT  0.99991614   +1 47 46.8
 NW0356;SPC OR S     -   420,988.50  5,625,877.48   iFT  0.99991614   +1 47 46.8
 NW0356;UTM  11      - 4,738,033.254   428,492.624   MT  0.99966291   -0 35 38.4
 NW0356
 NW0356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NW0356!SPC OR S     -   0.99980803  x   0.99991614  =   0.99972418
 NW0356!UTM  11      -   0.99980803  x   0.99966291  =   0.99947100
 NW0356
 NW0356|---------------------------------------------------------------------|
 NW0356| PID    Reference Object                     Distance      Geod. Az  |
 NW0356|                                                           dddmmss.s |
 NW0356| CD6948 BORROW RM 1                          12.116 METERS 08259     |
 NW0356| NW0355 CUT                                 APPROX. 5.9 KM 1071505.0 |
 NW0356| CD6949 BORROW RM 2                          12.610 METERS 18129     |
 NW0356|---------------------------------------------------------------------|
 NW0356
 NW0356                          SUPERSEDED SURVEY CONTROL
 NW0356
 NW0356  NAD 83(1986)-  42 47 29.43570(N)    117 52 27.65312(W) AD(       ) 2
 NW0356  NAD 27      -  42 47 29.86613(N)    117 52 24.07471(W) AD(       ) 2
 NW0356  NGVD 29 (07/19/86) 1241.57   (m)         4073.4    (f) LEVELING    3  
 NW0356
 NW0356.Superseded values are not recommended for survey control.
 NW0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0356.See file dsdata.txt to determine how the superseded data were derived.
 NW0356
 NW0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH2849338033(NAD 83)
 NW0356_MARKER: DD = SURVEY DISK
 NW0356_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NW0356+WITH SETTING: INFORMATION.
 NW0356_SP_SET: PREFABRICATED CONCRETE POST
 NW0356_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0356+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2007
 NW0356
 NW0356  HISTORY     - Date     Condition        Report By
 NW0356  HISTORY     - 1972     MONUMENTED       USGS
 NW0356  HISTORY     - 20070608 GOOD             GEOCAC
 NW0356
 NW0356                          STATION DESCRIPTION
 NW0356
 NW0356'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 NW0356'LOCATED ABOUT 44.2 MI WSW. OF JORDAN VALLEY, 13.4 MI W. OF ROME,
 NW0356'3.0 MI NW. OF BURNS JUNCTION ON STATE HWY. 78, 0.2 MI S. OF STATE
 NW0356'HWY. 78.  ON HIGHEST POINT OF TOP.
 NW0356'
 NW0356'TO REACH FROM BURNS JUNCTION, GO NW. ON STATE HWY. 78 2.9 MI TO
 NW0356'OLD BORROW AREA ON NORTH SIDE OF HILL SW. OF HWY.  TURN LEFT
 NW0356'(SW.) 0.1 MI TO BORROW PIT.  PROCEED AROUND NORTHWEST SIDE OF
 NW0356'BORROW PIT 0.1 MI TO HIGHEST POINT OF TOP AND STATION.
 NW0356'
 NW0356'STATION MARK--STANDARD BRASS TABLET STAMPED---BORROW 1972---, SET
 NW0356'ON COPPER-COATED ROD ENCASED IN 6-INCH COLLAR.
 NW0356'
 NW0356'RM 1--STANDARD RM TABLET STAMPED---BORROW NO 1 1972---, SET ON
 NW0356'COPPER-COATED ROD ENCASED IN 6-INCH COLLAR, 1.65 FT BELOW STATION
 NW0356'MARK.
 NW0356'
 NW0356'RM 2--STANDARD RM TABLET STAMPED---BORROW NO 2 1972---, SET ON
 NW0356'COPPER-COATED ROD ENCASED IN 6-INCH COLLAR, 0.10 FT ABOVE STATION
 NW0356'MARK.
 NW0356'
 NW0356'INSTRUMENT STAND 3.95 FT ABOVE STATION MARK.
 NW0356
 NW0356                          STATION RECOVERY (2007)
 NW0356
 NW0356'RECOVERY NOTE BY GEOCACHING 2007 (MMH)
 NW0356'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1763 ***********************************************************************
 SC1763  DESIGNATION -  BOSE
 SC1763  PID         -  SC1763
 SC1763  STATE/COUNTY-  OR/CLATSOP
 SC1763  USGS QUAD   -  CATHLAMET (1985)
 SC1763
 SC1763                         *CURRENT SURVEY CONTROL
 SC1763  ___________________________________________________________________
 SC1763* NAD 83(1991)-  46 14 55.65437(N)    123 29 43.83368(W)     ADJUSTED  
 SC1763* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 SC1763  ___________________________________________________________________
 SC1763  LAPLACE CORR-          12.43  (seconds)                    DEFLEC99
 SC1763  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 SC1763  HORZ ORDER  -  SECOND
 SC1763
 SC1763.The horizontal coordinates were established by classical geodetic methods
 SC1763.and adjusted by the National Geodetic Survey in October 1991.
 SC1763
 SC1763.The orthometric height was scaled from a topographic map.
 SC1763
 SC1763.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1763
 SC1763.The geoid height was determined by GEOID03.
 SC1763
 SC1763;                    North         East     Units Scale Factor Converg.
 SC1763;SPC OR N     -   291,232.195 2,269,036.271   MT  1.00007282   -2 07 27.7
 SC1763;SPC OR N     -   955,486.20  7,444,344.72   iFT  1.00007282   -2 07 27.7
 SC1763;SPC WA S     -   106,138.385   269,071.455   MT  0.99993173   -2 10 33.3
 SC1763;SPC WA S     -   348,222.35    882,778.60   sFT  0.99993173   -2 10 33.3
 SC1763;UTM  10      - 5,121,810.000   461,803.914   MT  0.99961793   -0 21 28.6
 SC1763
 SC1763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1763!SPC OR N     -   1.00000294  x   1.00007282  =   1.00007576
 SC1763!SPC WA S     -   1.00000294  x   0.99993173  =   0.99993467
 SC1763!UTM  10      -   1.00000294  x   0.99961793  =   0.99962087
 SC1763
 SC1763|---------------------------------------------------------------------|
 SC1763| PID    Reference Object                     Distance      Geod. Az  |
 SC1763|                                                           dddmmss.s |
 SC1763| CE2963 BOSE RM 1                            10.995 METERS 11340     |
 SC1763| SC1867 THREE TREE POINT                    APPROX. 2.8 KM 3165907.4 |
 SC1763|---------------------------------------------------------------------|
 SC1763
 SC1763                          SUPERSEDED SURVEY CONTROL
 SC1763
 SC1763  NAD 83(1986)-  46 14 55.66712(N)    123 29 43.82565(W) AD(       ) 2
 SC1763  NAD 27      -  46 14 56.27073(N)    123 29 39.34789(W) AD(       ) 2
 SC1763
 SC1763.Superseded values are not recommended for survey control.
 SC1763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1763.See file dsdata.txt to determine how the superseded data were derived.
 SC1763
 SC1763_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS6180421810(NAD 83)
 SC1763_MARKER: Z = SEE DESCRIPTION
 SC1763_SETTING: 0 = UNSPECIFIED SETTING
 SC1763
 SC1763  HISTORY     - Date     Condition        Report By
 SC1763  HISTORY     - 1936     MONUMENTED       CGS
 SC1763  HISTORY     - 1950     SEE DESCRIPTION  CGS
 SC1763
 SC1763                          STATION DESCRIPTION
 SC1763
 SC1763'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (RWK)
 SC1763'ON THE SMALLER OF THE TWO ISLETS NORTH OF THE LARGER ISLAND
 SC1763'IMMEDIATELY NORTH OF ALDRICH POINT.  IT IS UPON THE HIGHEST POINT
 SC1763'OF THE ISLET.  THE STATION COVERS AT HIGHTIDE DURING THE FRESHET
 SC1763'STAGES OF THE RIVER.
 SC1763'
 SC1763'THE STATION IS MARKED BY A STANDARD DISK CEMENTED INTO A 5 FOOT
 SC1763'SECTION OF 4 INCH CAST IRON SOIL PIPE, BURIED 4-1/2 FEET INTO THE
 SC1763'GROUND.
 SC1763'
 SC1763'THE REFERENCE MARK IS A STANDARD DISK SET INTO A 3 FOOT SECTION
 SC1763'OF SIMILIAR PIPE
 SC1763
 SC1763                          STATION RECOVERY (1950)
 SC1763
 SC1763'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (WHB)
 SC1763'STATION AND REFERENCE MARK RECOVERED IN GOOD CONDITION.  MARKED
 SC1763'BY STANDARD DISKS SET IN CONCRETE IN 4-INCH CAST-IRON SOIL
 SC1763'PIPE PROJECTING SIX INCHES.  STATION MARK IS STAMPED BOSE
 SC1763'1935.  REFERENCE MARK IS STAMPED BOSE NO 1 1935.
 SC1763'
 SC1763'LOCATED ON THE LARGER OF TWO SMALL ISLETS CLOSE TOGETHER 1.1
 SC1763'MILES NE OF ALDRICH POINT, 1.0 MILE SSE OF PILLAR ROCK UPPER
 SC1763'RANGE REAR LIGHT, 1.6 MILES SE OF THREE THREE POINT, 13 METERS
 SC1763'EAST OF WEST SHORE OF ISLET AND 90 METERS NORTH OF SOUTH END
 SC1763'OF ISLET.
 SC1763'
 SC1763'DISTANCE TO REFERENCE MARK CHECKED BUT DIRECTION NOT CHECKED
 SC1763'AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0952 ***********************************************************************
 OA0952  DESIGNATION -  BOSLEY BUTTE LOOKOUT HOUSE
 OA0952  PID         -  OA0952
 OA0952  STATE/COUNTY-  OR/CURRY
 OA0952  USGS QUAD   -  BOSLEY BUTTE (1989)
 OA0952
 OA0952                         *CURRENT SURVEY CONTROL
 OA0952  ___________________________________________________________________
 OA0952* NAD 83(1991)-  42 12 32.63634(N)    124 13 30.87111(W)     ADJUSTED  
 OA0952* NAVD 88     -              **(meters)            **(feet)            
 OA0952  ___________________________________________________________________
 OA0952  LAPLACE CORR-          10.85  (seconds)                    DEFLEC99
 OA0952  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 OA0952  HORZ ORDER  -  THIRD
 OA0952
 OA0952.The horizontal coordinates were established by classical geodetic methods
 OA0952.and adjusted by the National Geodetic Survey in October 1991.
 OA0952
 OA0952
 OA0952.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA0952
 OA0952.The geoid height was determined by GEOID03.
 OA0952
 OA0952;                    North         East     Units Scale Factor Converg.
 OA0952;SPC OR S     -    67,093.995 1,192,464.295   MT  1.00003360   -2 32 55.0
 OA0952;SPC OR S     -   220,124.66  3,912,284.43   iFT  1.00003360   -2 32 55.0
 OA0952;UTM  10      - 4,673,715.559   398,860.433   MT  0.99972586   -0 49 23.6
 OA0952
 OA0952                          SUPERSEDED SURVEY CONTROL
 OA0952
 OA0952  NAD 83(1986)-  42 12 32.61947(N)    124 13 30.88066(W) AD(       ) 4
 OA0952  NAD 27      -  42 12 33.23700(N)    124 13 26.55800(W) AD(       ) 3
 OA0952
 OA0952.Superseded values are not recommended for survey control.
 OA0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0952.See file dsdata.txt to determine how the superseded data were derived.
 OA0952
 OA0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCM9886073716(NAD 83)
 OA0952
 OA0952  HISTORY     - Date     Condition        Report By
 OA0952  HISTORY     - 1942     MONUMENTED       CGS
 OA0952
 OA0952                          STATION DESCRIPTION
 OA0952
 OA0952'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (EHB)
 OA0952'THIS INTERSECTION STATION IS THE U.S. FOREST SERVICE BOSLEY BUTTE
 OA0952'LOOKOUT HOUSE WHICH IS LOCATED ON THE SUMMIT OF BOSLEY BUTTE
 OA0952'MOUNTAIN.  IT IS APPROXIMATELY 18 MILES SSE OF GOLD BEACH.
 OA0952'
 OA0952'THE BUILDING IS A WHITE WOODEN STRUCTURE 12 FEET SQUARE AND 12
 OA0952'FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0951 ***********************************************************************
 OA0951  DESIGNATION -  BOSLEY RESET
 OA0951  PID         -  OA0951
 OA0951  STATE/COUNTY-  OR/CURRY
 OA0951  USGS QUAD   -  BOSLEY BUTTE (1989)
 OA0951
 OA0951                         *CURRENT SURVEY CONTROL
 OA0951  ___________________________________________________________________
 OA0951* NAD 83(1991)-  42 12 32.72950(N)    124 13 30.80722(W)     ADJUSTED  
 OA0951* NAVD 88     -      1043.2    (meters)    3423.     (feet)  VERTCON   
 OA0951  ___________________________________________________________________
 OA0951  LAPLACE CORR-          10.84  (seconds)                    DEFLEC99
 OA0951  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 OA0951  HORZ ORDER  -  SECOND
 OA0951
 OA0951.The horizontal coordinates were established by classical geodetic methods
 OA0951.and adjusted by the National Geodetic Survey in October 1991.
 OA0951
 OA0951.The NAVD 88 height was computed by applying the VERTCON shift value to
 OA0951.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OA0951
 OA0951.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA0951
 OA0951.The geoid height was determined by GEOID03.
 OA0951
 OA0951;                    North         East     Units Scale Factor Converg.
 OA0951;SPC OR S     -    67,096.802 1,192,465.887   MT  1.00003360   -2 32 55.0
 OA0951;SPC OR S     -   220,133.86  3,912,289.66   iFT  1.00003360   -2 32 55.0
 OA0951;UTM  10      - 4,673,718.411   398,861.940   MT  0.99972586   -0 49 23.6
 OA0951
 OA0951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA0951!SPC OR S     -   0.99984066  x   1.00003360  =   0.99987425
 OA0951!UTM  10      -   0.99984066  x   0.99972586  =   0.99956656
 OA0951
 OA0951:                Primary Azimuth Mark                     Grid Az
 OA0951:SPC OR S     -  COLLIER BUTTE                            027 11 40.0
 OA0951:UTM  10      -  COLLIER BUTTE                            025 28 08.6
 OA0951
 OA0951|---------------------------------------------------------------------|
 OA0951| PID    Reference Object                     Distance      Geod. Az  |
 OA0951|                                                           dddmmss.s |
 OA0951| OA0930 COLLIER BUTTE                       APPROX.19.2 KM 0243845.0 |
 OA0951| OA0928 MISLATNAH LOOKOUT TOWER             APPROX.17.6 KM 0522457.2 |
 OA0951| OA0936 LONG RIDGE LOOKOUT TOWER            APPROX.12.4 KM 0693451.0 |
 OA0951| CD9104 BOSLEY RM E                           7.630 METERS 08118     |
 OA0951| CD8954 BOSLEY RP 22 CARTRIDGE                             08119     |
 OA0951| NZ1292 VULCAN LOOKOUT TOWER                APPROX.20.1 KM 0985116.0 |
 OA0951| CD9103 BOSLEY RM 2                           5.287 METERS 11506     |
 OA0951| OA0943 MT EMILY LOOKOUT TOWER              APPROX.13.3 KM 1531105.2 |
 OA0951| CD9102 BOSLEY RM                             7.972 METERS 20246     |
 OA0951| CD9105 BOSLEY RM S                           7.980 METERS 20308     |
 OA0951| OA0952 BOSLEY BUTTE LOOKOUT HOUSE            3.226 METERS 20701     |
 OA0951| OA1021 GRIZZLY MOUNTAIN LOOKOUT TOWER      APPROX.23.9 KM 3310707.0 |
 OA0951| OA1024 PYRAMID ROCK LOOKOUT TOWER          APPROX.18.1 KM 3451432.3 |
 OA0951| CD9101 BOSLEY AZ MK                                       3454703.1 |
 OA0951|---------------------------------------------------------------------|
 OA0951
 OA0951                          SUPERSEDED SURVEY CONTROL
 OA0951
 OA0951  NAD 83(1986)-  42 12 32.71258(N)    124 13 30.81660(W) AD(       ) 2
 OA0951  NAD 27      -  42 12 33.33020(N)    124 13 26.49280(W) AD(       ) 2
 OA0951  NGVD 29 (07/19/86) 1042.1    (m)         3419.     (f) VERT ANG    3  
 OA0951
 OA0951.Superseded values are not recommended for survey control.
 OA0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0951.See file dsdata.txt to determine how the superseded data were derived.
 OA0951
 OA0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCM9886273718(NAD 83)
 OA0951_MARKER: DS = TRIANGULATION STATION DISK
 OA0951_SETTING: 66 = SET IN ROCK OUTCROP
 OA0951_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OA0951+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2004
 OA0951
 OA0951  HISTORY     - Date     Condition        Report By
 OA0951  HISTORY     - 1924     MONUMENTED       CGS
 OA0951  HISTORY     - 1924     GOOD             CGS
 OA0951  HISTORY     - 1935     GOOD             CGS
 OA0951  HISTORY     - 1939     GOOD             CGS
 OA0951  HISTORY     - 1942     GOOD             CGS
 OA0951  HISTORY     - 20041018 GOOD             INDIV
 OA0951
 OA0951                          STATION DESCRIPTION
 OA0951
 OA0951'DESCRIBED BY COAST AND GEODETIC SURVEY 1924
 OA0951'ON BOSLEY BUTTE, ABOUT 5 METERS N OF THE HIGHEST POINT OF ROCK,
 OA0951'ON A LEVEL SPACE.  THE STATION IS MARKED BY A BRONZE DISK SET IN
 OA0951'A DRILL HOLE IN ROCK.  A REFERENCE MARK, CONSISTING OF A BRONZE
 OA0951'DISK SET IN A DRILL HOLE IN A BOULDER, IS 7.98 METERS (26.2 FEET)
 OA0951'FROM THE STATION S 23 DEG 07 MIN W.  ANOTHER REFERENCE
 OA0951'MARK, AN EMPTY CARTRIDGE SET IN A DRILL HOLE IN A BOULDER, IS 7.63
 OA0951'METERS (25.0 FEET) FROM THE STATION N 81 DEG 18 MIN E.  A
 OA0951'CAIRN OF THE U.S. GEOLOGICAL SURVEY IS A SHORT DISTANCE S AND A
 OA0951'LITTLE HIGHER THAN THE STATION.  THE TOP OF THE STATION MARK
 OA0951'WAS FOUND BROKEN OFF IN 1924 AND WAS CEMENTED BACK IN PLACE.
 OA0951
 OA0951                          STATION RECOVERY (1935)
 OA0951
 OA0951'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (LJ)
 OA0951'RECOVERED AS DESCRIBED.
 OA0951'
 OA0951'STATION AND REFERENCE MARKS IN GOOD CONDITION.
 OA0951'
 OA0951'A CAIRN ERECTED BY THE U.S. GEOLOGICAL SURVEY LIES
 OA0951'S 13 DEG 45 MIN W, A DISTANCE OF 25.0 FEET.  SAID CAIRN OR STATION
 OA0951'KNOWN AS ELTMORE (G.S.).
 OA0951'
 OA0951'IT IS NOW POSSIBLE TO DRIVE WITHIN 3 MILES OF THIS STATION VIA
 OA0951'THE HAZEL CAMP ROAD CONSTRUCTED BY THE FOREST SERVICE.
 OA0951
 OA0951                          STATION RECOVERY (1939)
 OA0951
 OA0951'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (LAM)
 OA0951'RECOVERED.  STATION RECOVERED AS DESCRIBED.  IT IS IN GOOD ORDER
 OA0951'WITH REFERENCE MARKS.
 OA0951'
 OA0951'U.S. FOREST SERVICE REPORTS THAT STATION ELTMORE (U.S.G.S.)
 OA0951'MENTIONED IN THE DESCRIPTION BUT NOT BY NAME, IS 7.65 METERS
 OA0951'(25.1 FEET) S OF BOSLEY S 13 DEG 45 MIN W.
 OA0951'
 OA0951'POSITION OF ELTMORE IS ON POSITION SHEET 272.
 OA0951
 OA0951                          STATION RECOVERY (1942)
 OA0951
 OA0951'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (JCS)
 OA0951'THE STATION IS LOCATED ABOUT 11 MILES, AIR LINE, NNE OF BROOKINGS,
 OA0951'18 MILES SSE OF GOLD BEACH, ON BOSLEY BUTTE WHICH IS A BARREN,
 OA0951'ROCKY PEAK AND THE HIGHEST POINT IN THE VICINITY.  THE BOSLEY
 OA0951'LOOKOUT HOUSE IS ALSO ON THIS BUTTE.
 OA0951'
 OA0951'THE STATION WAS FOUND AS DESCRIBED AND IS IN GOOD CONDITION.  IT
 OA0951'IS 10.6 FEET NNE OF THE CENTER OF THE BOSLEY LOOKOUT HOUSE.  IT
 OA0951'IS AN OLD TYPE DISK WHICH CONSISTS OF A FLAT BRONZE DISK WITH A
 OA0951'CROSS IN THE CENTER AND THE LETTERS U S C AND G S INSCRIBED IN
 OA0951'RELIEF AROUND THE CROSS.  IT IS COUNTER-SUNK IN A DRILL HOLE IN
 OA0951'OUTCROPPING BEDROCK.
 OA0951'
 OA0951'ONE REFERENCE MARK (NO NUMBER) IS SSW, ON THE S SIDE OF THE
 OA0951'LOOKOUT HOUSE, AND 2 FEET HIGHER THAN THE STATION MARK.  IT IS A
 OA0951'BRONZE DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK AND
 OA0951'IS STAMPED BOSLEY 1907 1924.
 OA0951'
 OA0951'A REFERENCE MARK WHICH CONSISTS OF A 22 CARTRIDGE EMBEDDED IN
 OA0951'BEDROCK IS E BY N AND ABOUT THE SAME HEIGHT AS THE STATION MARK.
 OA0951'
 OA0951'A NEW REFERENCE MARK (REFERENCE MARK NO.2) WAS ESTABLISHED ESE
 OA0951'AND SLIGHTLY LOWER THAN THE STATION MARK.  IT IS A BRONZE DISK
 OA0951'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK AND IS STAMPED
 OA0951'BOSLEY NO.2 1942.
 OA0951'
 OA0951'THE AZIMUTH MARK IS NNW ON THE FIRST HILL N OF THE PEAK, ABOUT
 OA0951'1/4 MILE DISTANCE.  IT IS A BRONZE DISK CEMENTED IN A DRILL HOLE
 OA0951'IN OUTCROPPING BEDROCK WHICH IS ON THE W SLOPE OF THE HILL AND
 OA0951'ABOUT 20 FEET FROM THE TOP, STAMPED BOSLEY 1942.
 OA0951'
 OA0951'THE NEW ROUTE TO THE STATION IS AS FOLLOWS--TO REACH FROM
 OA0951'CARPENTERVILLE GO S ON U.S. HIGHWAY 101, 1.25 MILES TO A GATE ON
 OA0951'THE LEFT SIDE OF THE HIGHWAY.  NOTE--THIS GATE IS LOCKED PART
 OA0951'TIME.  A KEY MAY BE SECURED FROM THE FOREST SERVICE OFFICE IN
 OA0951'GOLD BEACH.  TURN LEFT THROUGH THE GATE, GO 0.25 MILE TO
 OA0951'FORKS.  TAKE THE LEFT FORK, GO 0.15 MILE TO SEVERAL FORKS.  TAKE
 OA0951'THE EXTREME RIGHT FORK, MAIN-TRAVELED ROAD, AND GO 0.6 MILE TO
 OA0951'FORKS.  TAKE THE LEFT FORK 5.6 MILES UPGRADE TO A FIR TREE
 OA0951'WITH A LARGE TRIANGULAR BLAZE ON THE LEFT AND THE END OF TRUCK
 OA0951'TRAVEL.  PACK NORTHERLY UPHILL ON A TRAIL FOR ABOUT 1/2
 OA0951'MILE TO THE TOP OF THE HILL AND STATION.  A 20-MINUTE PACK.
 OA0951'
 OA0951'A 4-FOOT STAND WAS USED FOR OBSERVATIONS.
 OA0951
 OA0951                          STATION RECOVERY (2004)
 OA0951
 OA0951'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (DHW)
 OA0951'RECOVERED AS DESCRIBED.  YOU MAY NOW DRIVE TO WITHIN 100 FEET OF THE
 OA0951'SITE HAVING BEEN DEVELOPED AS A TELECOMMUNICATIONS FACILITY.  NO
 OA0951'CHANGE IN DIRECTIONS NEEDED.  EXTENDED ANTENNA HEIGHT REQUIRED FOR GPS
 OA0951'OBSERVATIONS.  DIFFICULT TO SET UP OVER DUE TO PROXIMITY TO STAIRS
 OA0951'LEADING TO THE FIRE TOWER STRUCTURE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0262 ***********************************************************************
 RC0262  DESIGNATION -  BOTTOM
 RC0262  PID         -  RC0262
 RC0262  STATE/COUNTY-  OR/SHERMAN
 RC0262  USGS QUAD   -  INDIAN COVE (1970)
 RC0262
 RC0262                         *CURRENT SURVEY CONTROL
 RC0262  ___________________________________________________________________
 RC0262* NAD 83(1991)-  45 15 17.05698(N)    120 32 18.69906(W)     ADJUSTED  
 RC0262* NAVD 88     -       257.791  (meters)     845.77   (feet)  ADJUSTED  
 RC0262  ___________________________________________________________________
 RC0262  LAPLACE CORR-           3.39  (seconds)                    DEFLEC99
 RC0262  GEOID HEIGHT-         -20.91  (meters)                     GEOID03
 RC0262  DYNAMIC HT  -         257.737 (meters)     845.59  (feet)  COMP
 RC0262  MODELED GRAV-     980,404.7   (mgal)                       NAVD 88
 RC0262
 RC0262  HORZ ORDER  -  THIRD
 RC0262  VERT ORDER  -  SECOND    CLASS 0
 RC0262
 RC0262.The horizontal coordinates were established by classical geodetic methods
 RC0262.and adjusted by the National Geodetic Survey in October 1991.
 RC0262
 RC0262.The orthometric height was determined by differential leveling
 RC0262.and adjusted in June 1991.
 RC0262
 RC0262.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC0262
 RC0262.The geoid height was determined by GEOID03.
 RC0262
 RC0262.The dynamic height is computed by dividing the NAVD 88
 RC0262.geopotential number by the normal gravity value computed on the
 RC0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0262.degrees latitude (g = 980.6199 gals.).
 RC0262
 RC0262.The modeled gravity was interpolated from observed gravity values.
 RC0262
 RC0262;                    North         East     Units Scale Factor Converg.
 RC0262;SPC OR N     -   176,469.515 2,496,976.034   MT  0.99989571   -0 01 38.4
 RC0262;SPC OR N     -   578,968.23  8,192,178.59   iFT  0.99989571   -0 01 38.4
 RC0262;UTM  10      - 5,014,196.710   693,139.671   MT  1.00005868   +1 44 55.6
 RC0262
 RC0262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC0262!SPC OR N     -   0.99996286  x   0.99989571  =   0.99985858
 RC0262!UTM  10      -   0.99996286  x   1.00005868  =   1.00002154
 RC0262
 RC0262|---------------------------------------------------------------------|
 RC0262| PID    Reference Object                     Distance      Geod. Az  |
 RC0262|                                                           dddmmss.s |
 RC0262| RC0264 BOTTOM RM 2                          12.650 METERS 02022     |
 RC0262| RC0263 BOTTOM RM 1                          11.810 METERS 25600     |
 RC0262| CF4563 BOTTOM AZ MK                                       2751327.3 |
 RC0262|---------------------------------------------------------------------|
 RC0262
 RC0262                          SUPERSEDED SURVEY CONTROL
 RC0262
 RC0262  NAD 83(1986)-  45 15 17.06723(N)    120 32 18.69388(W) AD(       ) 3
 RC0262  NAD 27      -  45 15 17.60700(N)    120 32 14.52300(W) AD(       ) 3
 RC0262  NGVD 29 (??/??/92)  256.727  (m)          842.28   (f) ADJ UNCH    2 0
 RC0262
 RC0262.Superseded values are not recommended for survey control.
 RC0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0262.See file dsdata.txt to determine how the superseded data were derived.
 RC0262
 RC0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR9314014197(NAD 83)
 RC0262_MARKER: DS = TRIANGULATION STATION DISK
 RC0262_SETTING: 66 = SET IN ROCK OUTCROP
 RC0262_SP_SET: ROCK OUTCROP
 RC0262_STAMPING: BOTTOM 1946
 RC0262_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RC0262+STABILITY: POSITION/ELEVATION WELL
 RC0262
 RC0262  HISTORY     - Date     Condition        Report By
 RC0262  HISTORY     - 1946     MONUMENTED       CGS
 RC0262  HISTORY     - 1946     GOOD             CGS
 RC0262  HISTORY     - 1970     MARK NOT FOUND   NGS
 RC0262  HISTORY     - 1973     SEE DESCRIPTION  NGS
 RC0262
 RC0262                          STATION DESCRIPTION
 RC0262
 RC0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JCT)
 RC0262'STATION IS LOCATED ABOUT 14 MILES AIR LINE SOUTHEAST OF GRASS
 RC0262'VALLEY AND ABOUT 8 MILES AIR LINE NORTHEAST OF KENT.  IT IS IN
 RC0262'THE CANYON ON THE SOUTH SIDE OF A BEND IN THE JOHN DAY RIVER AND
 RC0262'ON THE WEST SIDE OF THE RIVER.  STATION IS ABOUT 150 FEET NORTH OF
 RC0262'THE RIVER BANK, 14 FEET SOUTH OF THE MOST EASTERLY OF TWO CEDAR
 RC0262'TREES AND ABOUT 60 FEET EAST OF THE SECOND TREE.  THE MARK IS
 RC0262'SET IN THE TOP OF A BOULDER 3 FEET IN DIAMETER AND IT PROJECTS 3
 RC0262'INCHES.  THE MARK IS STAMPED--BOTTOM 1946.
 RC0262'
 RC0262'REFERENCE MARK NO. 1 IS WEST OF THE STATION, SET IN A BOULDER 2
 RC0262'FEET IN DIAMETER AND PROJECTS 2 INCHES.  THE MARK IS ABOUT MIDWAY
 RC0262'BETWEEN THE ONLY TWO CEDAR TREES IN THE VICINITY.
 RC0262'
 RC0262'REFERENCE MARK NO. 2 IS NORTH-NORTHEAST OF THE STATION SET IN A
 RC0262'BOULDER TWO FEET IN DIAMETER.  THE MARK IS 27 FEET NORTHEAST OF
 RC0262'A FORKED CEDAR TREE AND IT PROJECTS 2 INCHES.
 RC0262'
 RC0262'THE AZIMUTH MARK IS ABOUT 0.4 MILE WEST OF THE STATION IN A GROUP
 RC0262'OF BOULDERS WHICH APPEAR AS A LEDGE IN THE DISTANCE.  THE BOULDERS
 RC0262'ARE ABOUT 300 FEET HIGHER THAN THE RIVER AND PROJECT ABOUT 5
 RC0262'FEET.  THE MARK IS SET IN ONE OF THE BOULDERS WHICH PROJECTS
 RC0262'ABOUT 3 FEET.
 RC0262'
 RC0262'ALL REFERENCE MARKS ARE STAMPED WITH THE NAME AND DATE OF THE
 RC0262'STATION AND WITH THEIR RESPECTIVE NUMBERS.
 RC0262'
 RC0262'SUBSTITUTE STATION P.P. 104V-95A IS THE CENTER OF A CEDAR TREE
 RC0262'WHICH IS ABOUT 100 FEET NORTHEAST OF THE ONLY OTHER CEDAR TREE IN
 RC0262'THE VICINITY.
 RC0262'
 RC0262'SUBSTITUTE STATION 104V-151A IS THE CENTER OF A LONE CEDAR TREE
 RC0262'ABOUT 640 FEET WEST OF TWO CEDAR TREES THAT ARE ABOUT 100 FEET
 RC0262'APART.
 RC0262'
 RC0262'TO REACH STATION FROM THE RAILROAD STATION IN KENT, GO EAST 0.15
 RC0262'MILE TO A T INTERSECTION.  TURN RIGHT AS PER SIGN WILCOX CANYON
 RC0262'AND GO 0.4 MILE.  TURN LEFT AS PER SIGN WILCOX CANYON AND GO 5.65
 RC0262'MILES ON THE MAIN TRAVELED ROAD TO A T INTERSECTION.  TURN RIGHT
 RC0262'AND FOLLOW MAIN TRAVELED ROAD FOR 3.6 MILES TO THE SMITH
 RC0262'RANCH.  PASS THROUGH YARD AND CONTINUE FOR 0.3 MILE TO A RED
 RC0262'BOARD GATE.  PASS THROUGH AND GO 0.8 MILE TO A WIRE GATE AND
 RC0262'MAIN ROAD TURNS LEFT TO A RANCH.  KEEP STRAIGHT AHEAD THROUGH
 RC0262'GATE AND GO 0.2 MILES TO ANOTHER GATE.  PASS THROUGH AND GO 0.8
 RC0262'MILE TO WHERE ROAD TURNS RIGHT IN THE CENTER OF THE FIELD.
 RC0262'TURN RIGHT AND FOLLOW ROAD FOR 0.3 MILE TO OLD BUILDINGS.  HERE
 RC0262'FOLLOW TRACKS SOUTH ACROSS FIELD TO EDGE, THEN EAST ALONG
 RC0262'EDGE OF FIELD FOR 0.4 MILE.  HERE CROSS FENCE LINE WHERE IT IS
 RC0262'DOWN AND DRIVE SOUTHEAST DOWN ROCKY RIDGE FOR 0.35 MILE TO END
 RC0262'OF TRUCK TRAVEL AT BASE OF ROCKY KNOLL.  STATION KNIFE 1946 IS
 RC0262'ON TOP OF THIS KNOLL.  PACK SOUTHEAST DOWN SHARP ROCKY HOGBACK
 RC0262'TO RIVER AND STATION ON SOUTH SIDE OF BEND IN RIVER.
 RC0262
 RC0262                          STATION RECOVERY (1946)
 RC0262
 RC0262'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 RC0262'41.3 MI N FROM CLARNO.
 RC0262'ABOUT 41.3 MILES NORTH ALONG THE JOHN DAY RIVER FROM THE POST OFFICE
 RC0262'AT CLARNO, SET IN THE TOP OF A SMALL ROCK OUTCROP ON THE EAST QUARTER
 RC0262'OF A LARGE SAGEBRUSH FLAT, 201 FEET NORTH OF THE EDGE OF THE RIVER, 90
 RC0262'FEET EAST OF A SMALL JUNIPER TREE, 59 FEET SOUTH OF A LARGE JUNIPER
 RC0262'TREE, ABOUT 10 FEET ABOVE THE HIGH WATER MARK.
 RC0262
 RC0262                          STATION RECOVERY (1970)
 RC0262
 RC0262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 RC0262'MARK NOT FOUND.
 RC0262
 RC0262                          STATION RECOVERY (1973)
 RC0262
 RC0262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 RC0262'THE STATION MARK, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK WAS
 RC0262'RECOVERED IN GOOD CONDITION.  A DIFFERENCE WAS FOUND IN THE
 RC0262'HORIZONTAL ANGLE TO REFERENCE MARK NO. 2.  LANDMARKS HAVE
 RC0262'CHANGED.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 RC0262'
 RC0262'THE STATION IS ON RANGE LAND OWNED BY JAMES E. BROWN.
 RC0262'
 RC0262'TO REACH THE STATION FROM THE KENT POST OFFICE GO EAST FOR 0.15
 RC0262'MILE TO A T INTERSECTION, TURN RIGHT, AND GO SOUTH FOR 0.6 MILE
 RC0262'TO WHERE THE ROAD TURNS EAST, GO EAST, AND NORTH ON THE MAIN
 RC0262'TRAVELED ROAD FOR 10.5 MILES TO MR. BROWNS DRIVEWAY ON THE LEFT,
 RC0262'AND A BOARD GATE ON THE RIGHT INTO THE RANGE LAND.  THIS IS THE
 RC0262'END OF TRUCK TRAVEL FOR 2-WHEEL DRIVE.  TURN RIGHT, PASS THRU
 RC0262'THE GATE, AND GO EASTERLY DOWN THE VERY STEEP ROCKY ROAD FOR 2.4
 RC0262'MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTHEAST ON
 RC0262'THE ROAD FOR 0.4 MILE TO A MACHINE SHED, AND THE END OF TRUCK
 RC0262'TRAVEL.  HIKE SOUTH DOWN THE STEEP SLOPE FOR 0.2 MILE TO THE TWO
 RC0262'TREES, THE ONLY TREES IN THE VICINITY, AND THE STATION.
 RC0262'
 RC0262'THE STATION MARK, STAMPED BOTTOM 1946, IS A STANDARD DISK
 RC0262'CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS 3-INCHES BELOW THE
 RC0262'SURFACE, 71 FEET NORTHEAST OF THE SOUTHWEST TREE, AND 14 FEET
 RC0262'SOUTH OF THE NORTHEAST TREE.  A ROCK CAIRN WAS BUILT OVER THE
 RC0262'STATION MARK.  (NOTE 4)
 RC0262'
 RC0262'REFERENCE MARK NO. 1, STAMPED BOTTOM NO 1 1946, IS A STANDARD
 RC0262'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS 2-INCHES BELOW
 RC0262'THE SURFACE, 45 FEET SOUTHWEST OF THE NORTHEAST TREE, 32 FEET
 RC0262'NORTHEAST OF THE SOUTHWEST TREE, 12 FEET SOUTHEAST OF A DIM TRACK
 RC0262'ROAD, AND 155 FEET SOUTHEAST OF THE DIRECT LINE BETWEEN THE TWO
 RC0262'TREES.  A ROCK CAIRN WAS BUILT OVER THE MARK.  (NOTE 12C)
 RC0262'
 RC0262'REFERENCE MARK NO. 2, STAMPED BOTTOM NO 2 1946, IS A STANDARD
 RC0262'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 2-INCHES,
 RC0262'28 FEET NORTH-NORTHEAST OF THE NORTHEAST TREE, 7 FEET NORTHWEST
 RC0262'OF THE CENTER OF THE DIM TRACK ROAD, AND 2-1/2 FEET HIGHER THAN
 RC0262'THE STATION.  (NOTE 12C)
 RC0262'
 RC0262'THE AZIMUTH MARK, STAMPED BOTTOM 1946, IS A STANDARD DISK
 RC0262'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 3 FEET, 60
 RC0262'FEET SOUTH OF THE ROAD, 2 FEET EAST OF A ROCK CAIRN, AND 25 FEET
 RC0262'LOWER THAN THE ROAD.  (NOTE 17C)
 RC0262'
 RC0262'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RC0262'9 MILES NORTHEAST OF KENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1979 ***********************************************************************
 QE1979  DESIGNATION -  BOTTOM RESET
 QE1979  PID         -  QE1979
 QE1979  STATE/COUNTY-  OR/POLK
 QE1979  USGS QUAD   -  MONMOUTH (1986)
 QE1979
 QE1979                         *CURRENT SURVEY CONTROL
 QE1979  ___________________________________________________________________
 QE1979* NAD 83(1991)-  44 48 12.05904(N)    123 07 58.66532(W)     ADJUSTED  
 QE1979* NAVD 88     -        52.26   (+/-2cm)     171.5    (feet)  VERTCON   
 QE1979  ___________________________________________________________________
 QE1979  LAPLACE CORR-          -5.52  (seconds)                    DEFLEC99
 QE1979  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 QE1979  HORZ ORDER  -  THIRD
 QE1979  VERT ORDER  -  THIRD ? (See Below)
 QE1979
 QE1979.The horizontal coordinates were established by classical geodetic methods
 QE1979.and adjusted by the National Geodetic Survey in October 1991.
 QE1979
 QE1979.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE1979.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE1979.The vertical order pertains to the NGVD 29 superseded value.
 QE1979
 QE1979.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE1979
 QE1979.The geoid height was determined by GEOID03.
 QE1979
 QE1979;                    North         East     Units Scale Factor Converg.
 QE1979;SPC OR N     -   129,703.763 2,291,744.949   MT  0.99991480   -1 52 02.1
 QE1979;SPC OR N     -   425,537.28  7,518,848.26   iFT  0.99991480   -1 52 02.1
 QE1979;UTM  10      - 4,961,114.024   489,484.729   MT  0.99960136   -0 05 37.3
 QE1979
 QE1979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE1979!SPC OR N     -   0.99999537  x   0.99991480  =   0.99991017
 QE1979!UTM  10      -   0.99999537  x   0.99960136  =   0.99959673
 QE1979
 QE1979:                Primary Azimuth Mark                     Grid Az
 QE1979:SPC OR N     -  BOTTOM AZ MK                             093 34 31.6
 QE1979:UTM  10      -  BOTTOM AZ MK                             091 48 06.8
 QE1979
 QE1979|---------------------------------------------------------------------|
 QE1979| PID    Reference Object                     Distance      Geod. Az  |
 QE1979|                                                           dddmmss.s |
 QE1979| CD9630 BOTTOM AZ MK                                       0914229.5 |
 QE1979| CD9632 BOTTOM RM 1                          18.330 METERS 14839     |
 QE1979| CD9634 BOTTOM RM 2                          22.697 METERS 23754     |
 QE1979|---------------------------------------------------------------------|
 QE1979
 QE1979                          SUPERSEDED SURVEY CONTROL
 QE1979
 QE1979  NAD 83(1986)-  44 48 12.08342(N)    123 07 58.68293(W) AD(       ) 3
 QE1979  NAD 27      -  44 48 12.65013(N)    123 07 54.33316(W) AD(       ) 3
 QE1979  NGVD 29 (07/19/86)   51.25   (m)          168.1    (f) LEVELING    3  
 QE1979
 QE1979.Superseded values are not recommended for survey control.
 QE1979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1979.See file dsdata.txt to determine how the superseded data were derived.
 QE1979
 QE1979_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ8948561114(NAD 83)
 QE1979_MARKER: DS = TRIANGULATION STATION DISK
 QE1979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE1979
 QE1979  HISTORY     - Date     Condition        Report By
 QE1979  HISTORY     - 1967     MONUMENTED       CGS
 QE1979  HISTORY     - 1969     GOOD             CGS
 QE1979
 QE1979                          STATION DESCRIPTION
 QE1979
 QE1979'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (HJS)
 QE1979'REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, THE AZIMUTH MARK AND
 QE1979'THE UNDERGROUND MARK WERE RECOVERED IN GOOD CONDITION.  THE ORIGINAL
 QE1979'STATION MARK HAD BEEN HIT BY A HEAVY MACHINE AND WAS FOUND
 QE1979'UNEARTHED.  A NEW STATION MARK WAS ESTABLISHED PRECISELY OVER THE
 QE1979'UNDERGROUND MARK.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 QE1979'
 QE1979'THE STATION IS 3 MILES NORTHEAST OF BUENA VISTA AND 0.8 MILE
 QE1979'NORTH OF CHUCKS GROCERY STORE ON THE NORTH RIGHT-OF-WAY OF ROAD 942
 QE1979'AT AN OFFSET CROSSROAD.
 QE1979'
 QE1979'TO REACH THE STATION FROM THE INDEPENDENCE POST OFFICE GO EAST ON
 QE1979'SOUTH C STREET FOR 0.1 MILE TO MAIN STREET, TURN RIGHT AND GO
 QE1979'SOUTH ON MAIN STREET AND ROAD 9 FOR 1.5 MILES TO A SIDE ROAD LEFT
 QE1979'AND SIGN, WIGRICH 3 BUENA VISTA 6, TURN LEFT AND GO SOUTHEAST ON
 QE1979'ROAD 17 FOR 2.5 MILES TO THE JUNCTION WITH ROAD 942, WHERE ROAD
 QE1979'17 TURNS TO THE WEST, CONTINUE SOUTHEAST ON ROAD 942 AND 8 FEET
 QE1979'WEST TO THE CROSSROAD AND THE STATION.
 QE1979'
 QE1979'THE STATION MARK, STAMPED BOTTOM 1945 1967, IS A STANDARD DISK
 QE1979'SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH.  IT IS
 QE1979'62 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A LARGE WHITE HOUSE,
 QE1979'32 FEET SOUTHWEST OF A HUGE LONE OAK TREE, 17 FEET NORTH OF THE
 QE1979'CENTER OF ROAD 942 AND 8 FEET WEST OF THE PROLONGED CENTER OF
 QE1979'ROAD 945.
 QE1979'
 QE1979'THE UNDERGROUND MARK, WHICH WAS NOT DISTURBED, IS AN AZIMUTH MARK
 QE1979'DISK THAT IS SET IN CONCRETE AND IS STAMPED BOTTOM STATION 1945.
 QE1979'
 QE1979'REFERENCE MARK NO. 1, STAMPED BOTTOM NO 1 1945 RESET 1966, IS A
 QE1979'STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT
 QE1979'PROJECTS 2 INCHES, 42 FEET SOUTH OF THE CENTER OF ROAD 942, 28
 QE1979'FEET EAST OF THE CENTER OF ROAD 945, 25 FEET SOUTH OF A TELEPHONE
 QE1979'POLE, 17 FEET NORTH OF A POWER POLE, 5 FEET EAST OF A STOP SIGN
 QE1979'AND 2 FEET NORTH OF A METAL WITNESS POST.
 QE1979'
 QE1979'REFERENCE MARK NO. 2, STAMPED BOTTOM NO 2 1945 RESET 1966, IS A
 QE1979'STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT
 QE1979'PROJECTS 5 INCHES, 85 FEET WEST OF THE CENTER OF ROAD 945, 18 FEET
 QE1979'SOUTH OF THE CENTER OF ROAD 942, 2 FEET EAST OF A TELEPHONE POLE
 QE1979'AND 1 FOOT WEST OF A METAL WITNESS POST.
 QE1979'
 QE1979'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST FOR 0.2 MILE
 QE1979'TO THE AZIMUTH MARK ON THE RIGHT.
 QE1979'
 QE1979'THE AZIMUTH MARK, STAMPED BOTTOM RESET 1966, IS A STANDARD DISK
 QE1979'SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES,
 QE1979'19 FEET SOUTH OF THE CENTER OF ROAD 942, 1.5 FEET NORTHWEST OF A
 QE1979'TELEPHONE POLE AND 1 FOOT WEST OF A METAL WITNESS POST.
 QE1979'
 QE1979'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QE1979'5 MILES SOUTHEAST OF INDEPENDENCE.
 QE1979
 QE1979                          STATION RECOVERY (1969)
 QE1979
 QE1979'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 QE1979'THE STATION MARK, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK WERE
 QE1979'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION SUBMITTED BY
 QE1979'H.J.S. DATED 1967 IS CORRECT AND ADEQUATE.  A DIFFERENCE IN THE
 QE1979'HORIZONTAL ANGLE TO THE REFERENCE MARKS WAS FOUND.
 QE1979'
 QE1979'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QE1979'5 MILES SOUTHEAST OF INDEPENDENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0263 ***********************************************************************
 RC0263  DESIGNATION -  BOTTOM RM 1
 RC0263  PID         -  RC0263
 RC0263  STATE/COUNTY-  OR/SHERMAN
 RC0263  USGS QUAD   -  INDIAN COVE (1970)
 RC0263
 RC0263                         *CURRENT SURVEY CONTROL
 RC0263  ___________________________________________________________________
 RC0263* NAD 83(1986)-  45 15 17.     (N)    120 32 17.     (W)     SCALED    
 RC0263* NAVD 88     -       257.872  (meters)     846.04   (feet)  ADJUSTED  
 RC0263  ___________________________________________________________________
 RC0263  GEOID HEIGHT-         -20.91  (meters)                     GEOID03
 RC0263  DYNAMIC HT  -         257.818 (meters)     845.86  (feet)  COMP
 RC0263  MODELED GRAV-     980,404.7   (mgal)                       NAVD 88
 RC0263
 RC0263  VERT ORDER  -  SECOND    CLASS 0
 RC0263
 RC0263.The horizontal coordinates were scaled from a topographic map and have
 RC0263.an estimated accuracy of +/- 6 seconds.
 RC0263
 RC0263.The orthometric height was determined by differential leveling
 RC0263.and adjusted in June 1991.
 RC0263
 RC0263.The geoid height was determined by GEOID03.
 RC0263
 RC0263.The dynamic height is computed by dividing the NAVD 88
 RC0263.geopotential number by the normal gravity value computed on the
 RC0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0263.degrees latitude (g = 980.6199 gals.).
 RC0263
 RC0263.The modeled gravity was interpolated from observed gravity values.
 RC0263
 RC0263;                    North         East    Units  Estimated Accuracy
 RC0263;SPC OR N     -   176,470.    2,497,010.      MT  (+/- 180 meters Scaled)
 RC0263
 RC0263                          SUPERSEDED SURVEY CONTROL
 RC0263
 RC0263  NGVD 29 (??/??/92)  256.808  (m)          842.54   (f) ADJ UNCH    2 0
 RC0263
 RC0263.Superseded values are not recommended for survey control.
 RC0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0263.See file dsdata.txt to determine how the superseded data were derived.
 RC0263
 RC0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR931141(NAD 83)
 RC0263_MARKER: DR = REFERENCE MARK DISK
 RC0263_SETTING: 66 = SET IN ROCK OUTCROP
 RC0263_SP_SET: ROCK OUTCROP
 RC0263_STAMPING: BOTTOM NO. 1 1946
 RC0263_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RC0263+STABILITY: POSITION/ELEVATION WELL
 RC0263
 RC0263  HISTORY     - Date     Condition        Report By
 RC0263  HISTORY     - 1946     MONUMENTED       CGS
 RC0263  HISTORY     - 1970     MARK NOT FOUND   NGS
 RC0263
 RC0263                          STATION DESCRIPTION
 RC0263
 RC0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RC0263'41.3 MI N FROM CLARNO.
 RC0263'ABOUT 41.3 MILES NORTH ALONG THE JOHN DAY RIVER FROM THE POST OFFICE
 RC0263'AT CLARNO, SET IN THE TOP OF A ROCK OUTCROP IN THE EAST QUARTER OF A
 RC0263'LARGE SAGEBRUSH BRUSH FLAT, 191 FEET NORTHWEST OF THE EDGE OF THE
 RC0263'RIVER, 47 FEET SOUTHWEST OF A SMALL JUNIPER TREE, 12 FEET WEST OF A
 RC0263'LARGE JUNIPER TREE, ABOUT 11 FEET ABOVE THE HIGH WATER MARK OF THE
 RC0263'RIVER.
 RC0263
 RC0263                          STATION RECOVERY (1970)
 RC0263
 RC0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 RC0263'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0264 ***********************************************************************
 RC0264  DESIGNATION -  BOTTOM RM 2
 RC0264  PID         -  RC0264
 RC0264  STATE/COUNTY-  OR/SHERMAN
 RC0264  USGS QUAD   -  INDIAN COVE (1970)
 RC0264
 RC0264                         *CURRENT SURVEY CONTROL
 RC0264  ___________________________________________________________________
 RC0264* NAD 83(1986)-  45 15 15.     (N)    120 32 17.     (W)     SCALED    
 RC0264* NAVD 88     -       259.083  (meters)     850.01   (feet)  ADJUSTED  
 RC0264  ___________________________________________________________________
 RC0264  GEOID HEIGHT-         -20.91  (meters)                     GEOID03
 RC0264  DYNAMIC HT  -         259.029 (meters)     849.83  (feet)  COMP
 RC0264  MODELED GRAV-     980,404.6   (mgal)                       NAVD 88
 RC0264
 RC0264  VERT ORDER  -  SECOND    CLASS 0
 RC0264
 RC0264.The horizontal coordinates were scaled from a topographic map and have
 RC0264.an estimated accuracy of +/- 6 seconds.
 RC0264
 RC0264.The orthometric height was determined by differential leveling
 RC0264.and adjusted in June 1991.
 RC0264
 RC0264.The geoid height was determined by GEOID03.
 RC0264
 RC0264.The dynamic height is computed by dividing the NAVD 88
 RC0264.geopotential number by the normal gravity value computed on the
 RC0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0264.degrees latitude (g = 980.6199 gals.).
 RC0264
 RC0264.The modeled gravity was interpolated from observed gravity values.
 RC0264
 RC0264;                    North         East    Units  Estimated Accuracy
 RC0264;SPC OR N     -   176,410.    2,497,010.      MT  (+/- 180 meters Scaled)
 RC0264
 RC0264                          SUPERSEDED SURVEY CONTROL
 RC0264
 RC0264  NGVD 29 (??/??/92)  258.019  (m)          846.52   (f) ADJ UNCH    2 0
 RC0264
 RC0264.Superseded values are not recommended for survey control.
 RC0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0264.See file dsdata.txt to determine how the superseded data were derived.
 RC0264
 RC0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR931141(NAD 83)
 RC0264_MARKER: DR = REFERENCE MARK DISK
 RC0264_SETTING: 66 = SET IN ROCK OUTCROP
 RC0264_SP_SET: ROCK OUTCROP
 RC0264_STAMPING: BOTTOM NO.2 1946
 RC0264_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RC0264+STABILITY: POSITION/ELEVATION WELL
 RC0264
 RC0264  HISTORY     - Date     Condition        Report By
 RC0264  HISTORY     - 1946     MONUMENTED       CGS
 RC0264
 RC0264                          STATION DESCRIPTION
 RC0264
 RC0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RC0264'41.3 MI N FROM CLARNO.
 RC0264'ABOUT 41.3 MILES NORTH ALONG THE JOHN DAY RIVER FROM THE POST OFFICE
 RC0264'AT CLARNO, SET IN THE TOP OF A SMALL ROCK OUTCROP IN THE EAST QUARTER
 RC0264'OF A LARGE SAGEBRUSH FLAT, 221 FEET NORTHWEST OF THE EDGE OF THE
 RC0264'RIVER, 71 FEET NORTHEAST OF A LARGE JUNIPER TREE, 19 FEET NORTHWEST OF
 RC0264'A SMALL JUNIPER TREE, ABOUT 9.5 FEET ABOVE THE HIGH WATER MARK OF THE
 RC0264'RIVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2630 ***********************************************************************
 QE2630  DESIGNATION -  BOULDER
 QE2630  PID         -  QE2630
 QE2630  STATE/COUNTY-  OR/MARION
 QE2630  USGS QUAD   -  IDANHA (1994)
 QE2630
 QE2630                         *CURRENT SURVEY CONTROL
 QE2630  ___________________________________________________________________
 QE2630* NAD 83(1991)-  44 44 10.76602(N)    122 02 10.95788(W)     ADJUSTED  
 QE2630* NAVD 88     -      1235.9    (meters)    4055.     (feet)  VERTCON   
 QE2630  ___________________________________________________________________
 QE2630  LAPLACE CORR-           7.97  (seconds)                    DEFLEC99
 QE2630  GEOID HEIGHT-         -21.62  (meters)                     GEOID03
 QE2630  HORZ ORDER  -  THIRD
 QE2630
 QE2630.The horizontal coordinates were established by classical geodetic methods
 QE2630.and adjusted by the National Geodetic Survey in October 1991.
 QE2630
 QE2630.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE2630.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE2630
 QE2630.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2630
 QE2630.The geoid height was determined by GEOID03.
 QE2630
 QE2630;                    North         East     Units Scale Factor Converg.
 QE2630;SPC OR N     -   120,019.143 2,378,323.923   MT  0.99992289   -1 05 22.5
 QE2630;SPC OR N     -   393,763.59  7,802,900.01   iFT  0.99992289   -1 05 22.5
 QE2630;UTM  10      - 4,954,111.605   576,295.787   MT  0.99967158   +0 40 41.8
 QE2630
 QE2630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2630!SPC OR N     -   0.99980964  x   0.99992289  =   0.99973255
 QE2630!UTM  10      -   0.99980964  x   0.99967158  =   0.99948129
 QE2630
 QE2630|---------------------------------------------------------------------|
 QE2630| PID    Reference Object                     Distance      Geod. Az  |
 QE2630|                                                           dddmmss.s |
 QE2630| CS4134 BOULDER RM 2                          5.675 METERS 18801     |
 QE2630| CS4133 BOULDER RM 1                          8.934 METERS 35345     |
 QE2630|---------------------------------------------------------------------|
 QE2630
 QE2630                          SUPERSEDED SURVEY CONTROL
 QE2630
 QE2630  NAD 83(1986)-  44 44 10.78605(N)    122 02 10.97156(W) AD(       ) 3
 QE2630  NGVD 29 (04/26/90) 1234.8    (m)         4051.     (f) VERT ANG    3  
 QE2630
 QE2630.Superseded values are not recommended for survey control.
 QE2630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2630.See file dsdata.txt to determine how the superseded data were derived.
 QE2630
 QE2630_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ7629654112(NAD 83)
 QE2630_MARKER: DS = TRIANGULATION STATION DISK
 QE2630_SETTING: 80 = SET IN A BOULDER
 QE2630_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QE2630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE2630+STABILITY: SURFACE MOTION
 QE2630
 QE2630  HISTORY     - Date     Condition        Report By
 QE2630  HISTORY     - 1955     MONUMENTED       USGS
 QE2630
 QE2630                          STATION DESCRIPTION
 QE2630
 QE2630'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 QE2630'LOCATED ABOUT 5 MI ENE. OF DETROIT, 3 MI NE. OF IDANHA, 1.1 MI N.
 QE2630'OF BOULDER CREEK.  ON ROCKY POINT NEAR EAST EDGE OF LOGGED-OFF
 QE2630'CLEARING.
 QE2630'
 QE2630'TO REACH FROM IDANHA POST OFFICE, DRIVE 0.4 MI W. ON STATE HWY.
 QE2630'22 TO RD. FORKS ON EAST SIDE OF BOULDER CREEK.  TURN RIGHT 0.6 MI
 QE2630'N. OFF HWY.  TAKE RIGHT FORK 3.2 MI.  TAKE LEFT FORK BOULDER RIDGE
 QE2630'RD. 0.7 MI.  TAKE RIGHT FORK 0.4 MI.  TAKE LEFT FORK 0.6 MI.  TAKE
 QE2630'RIGHT FORK 0.3 MI.  TAKE LEFT FORK 0.3 MI TO END OF RD. AND
 QE2630'STATION ABOUT 300 FT. WSW. OF SMALL SADDLE WHERE RD. ENDS.
 QE2630'
 QE2630'STATION MARK--STANDARD TABLET STAMPED---BOULDER 1955---, CEMENTED
 QE2630'IN DRILL HOLE IN LARGE BOULDER.
 QE2630'
 QE2630'RM 1--COPPER NAIL AND WASHER CEMENTED IN DRILL HOLE IN BOULDER.
 QE2630'
 QE2630'RM 2--COPPER NAIL AND WASHER CEMENTED IN DRILL HOLE IN BOULDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1934 ***********************************************************************
 RD1934  DESIGNATION -  BOULDER POINT
 RD1934  PID         -  RD1934
 RD1934  STATE/COUNTY-  OR/TILLAMOOK
 RD1934  USGS QUAD   -  NETARTS (1986)
 RD1934
 RD1934                         *CURRENT SURVEY CONTROL
 RD1934  ___________________________________________________________________
 RD1934* NAD 83(1991)-  45 29 31.32758(N)    123 55 05.84033(W)     ADJUSTED  
 RD1934* NAVD 88     -         1.8    (meters)       6.     (feet)  VERTCON   
 RD1934  ___________________________________________________________________
 RD1934  LAPLACE CORR-          19.76  (seconds)                    DEFLEC99
 RD1934  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 RD1934  HORZ ORDER  -  SECOND
 RD1934
 RD1934.The horizontal coordinates were established by classical geodetic methods
 RD1934.and adjusted by the National Geodetic Survey in October 1991.
 RD1934
 RD1934.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD1934.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD1934
 RD1934.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1934
 RD1934.The geoid height was determined by GEOID03.
 RD1934
 RD1934;                    North         East     Units Scale Factor Converg.
 RD1934;SPC OR N     -   208,490.618 2,232,899.117   MT  0.99991048   -2 25 27.1
 RD1934;SPC OR N     -   684,024.34  7,325,784.50   iFT  0.99991048   -2 25 27.1
 RD1934;UTM  10      - 5,038,021.745   428,246.954   MT  0.99966330   -0 39 17.7
 RD1934
 RD1934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1934!SPC OR N     -   1.00000328  x   0.99991048  =   0.99991376
 RD1934!UTM  10      -   1.00000328  x   0.99966330  =   0.99966658
 RD1934
 RD1934|---------------------------------------------------------------------|
 RD1934| PID    Reference Object                     Distance      Geod. Az  |
 RD1934|                                                           dddmmss.s |
 RD1934| DD9437 BOULDER POINT RM NE                                07715     |
 RD1934| RD1983 PITCHER POINT                       APPROX. 2.5 KM 3093937.4 |
 RD1934| RD1953 BOULDER PT 2                         13.273 METERS 31212     |
 RD1934|---------------------------------------------------------------------|
 RD1934
 RD1934                          SUPERSEDED SURVEY CONTROL
 RD1934
 RD1934  NAD 83(1986)-  45 29 31.35839(N)    123 55 05.83535(W) AD(       ) 2
 RD1934  NAD 27      -  45 29 31.99100(N)    123 55 01.36400(W) AD(       ) 2
 RD1934  NGVD 29 (07/19/86)    0.8    (m)            3.     (f) VERT ANG    3  
 RD1934
 RD1934.Superseded values are not recommended for survey control.
 RD1934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1934.See file dsdata.txt to determine how the superseded data were derived.
 RD1934
 RD1934_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR2824738022(NAD 83)
 RD1934
 RD1934  HISTORY     - Date     Condition        Report By
 RD1934  HISTORY     - 1866     MONUMENTED       CGS
 RD1934  HISTORY     - 1926     SEE DESCRIPTION  CGS
 RD1934
 RD1934                          STATION DESCRIPTION
 RD1934
 RD1934'DESCRIBED BY COAST AND GEODETIC SURVEY 1926
 RD1934'STATION IS ON THE S SIDE OF TILLAMOOK BAY ON A HEAVILY TIMBERED
 RD1934'PROMINENT POINT, ABOUT 1 MILE S OF DICK POINT DIKE.  THE STATION
 RD1934'MARK WAS FOUND DESTROYED IN 1926 BECAUSE OF A ROAD HAVING BEEN
 RD1934'BUILT OVER IT, BUT THE TWO ORIGINAL REFERENCE MARKS WERE FOUND
 RD1934'INTACT.  ONE REFERENCE MARK, A STANDARD BRONZE DISK IN A
 RD1934'TRIANGULAR ROCK, IS 13.27 METERS (43.5 FEET) FROM THE STATION IN
 RD1934'AZIMUTH 132 DEG 12 MIN.  THE OTHER REFERENCE MARK, A
 RD1934'STANDARD BRONZE DISK IN A LARGE BOULDER PROJECTING 2 FEET ABOVE
 RD1934'THE GROUND, WITH ARROW POINTING TOWARD THE FIRST REFERENCE MARK
 RD1934'IS 5.00 METERS (16.4 FEET) FROM THE STATION, IN AZIMUTH 257
 RD1934'DEG 14 MIN.  BOTH TABLETS ARE MARKED BOULDER POINT 2, 1926.  A
 RD1934'WITNESS MARK, AN ARROW OF NAILS IN A PILING IS 3.0 METERS
 RD1934'(9.8 FEET) SW OF THE FIRST REFERENCE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1938 ***********************************************************************
 RD1938  DESIGNATION -  BOULDER POINT 3
 RD1938  PID         -  RD1938
 RD1938  STATE/COUNTY-  OR/TILLAMOOK
 RD1938  USGS QUAD   -  NETARTS (1986)
 RD1938
 RD1938                         *CURRENT SURVEY CONTROL
 RD1938  ___________________________________________________________________
 RD1938* NAD 83(1991)-  45 29 31.37132(N)    123 55 05.61230(W)     ADJUSTED  
 RD1938* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 RD1938  ___________________________________________________________________
 RD1938  LAPLACE CORR-          19.76  (seconds)                    DEFLEC99
 RD1938  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 RD1938  HORZ ORDER  -  SECOND
 RD1938
 RD1938.The horizontal coordinates were established by classical geodetic methods
 RD1938.and adjusted by the National Geodetic Survey in October 1991.
 RD1938
 RD1938.The orthometric height was scaled from a topographic map.
 RD1938
 RD1938.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1938
 RD1938.The geoid height was determined by GEOID03.
 RD1938
 RD1938;                    North         East     Units Scale Factor Converg.
 RD1938;SPC OR N     -   208,491.758 2,232,904.120   MT  0.99991048   -2 25 27.0
 RD1938;SPC OR N     -   684,028.08  7,325,800.92   iFT  0.99991048   -2 25 27.0
 RD1938;UTM  10      - 5,038,023.038   428,251.918   MT  0.99966329   -0 39 17.5
 RD1938
 RD1938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1938!SPC OR N     -   1.00000325  x   0.99991048  =   0.99991373
 RD1938!UTM  10      -   1.00000325  x   0.99966329  =   0.99966654
 RD1938
 RD1938:                Primary Azimuth Mark                     Grid Az
 RD1938:SPC OR N     -  GARIBALDI ORE WASH PLYWOOD TK            010 07 31.7
 RD1938:UTM  10      -  GARIBALDI ORE WASH PLYWOOD TK            008 21 22.2
 RD1938
 RD1938|---------------------------------------------------------------------|
 RD1938| PID    Reference Object                     Distance      Geod. Az  |
 RD1938|                                                           dddmmss.s |
 RD1938| RD1999 GARIBALDI ORE WASH PLYWOOD TK       APPROX. 7.3 KM 0074204.7 |
 RD1938| RD1984 BAY CITY CUT LIGHT                  APPROX. 3.6 KM 0231214.6 |
 RD1938| RD1993 MIDDLE CHANNEL DIKE LIGHT           APPROX. 2.1 KM 0293048.0 |
 RD1938| RD1955 LONG JETTY CROSSING LIGHT           APPROX. 1.5 KM 0605420.5 |
 RD1938| RD1903 TILLAMOOK MTN ST POWER CO STK       APPROX. 6.7 KM 1234259.7 |
 RD1938| RD1947 DRY STOCKING BAR LIGHT              APPROX. 4.1 KM 1314634.5 |
 RD1938| DD9438 BOULDER POINT 3 RM 1                  5.858 METERS 13611     |
 RD1938| DD9439 BOULDER POINT 3 RM 2                  6.416 METERS 31020     |
 RD1938|---------------------------------------------------------------------|
 RD1938
 RD1938                          SUPERSEDED SURVEY CONTROL
 RD1938
 RD1938  NAD 83(1986)-  45 29 31.40244(N)    123 55 05.60805(W) AD(       ) 2
 RD1938  NAD 27      -  45 29 32.02900(N)    123 55 01.13200(W) AD(       ) 2
 RD1938
 RD1938.Superseded values are not recommended for survey control.
 RD1938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1938.See file dsdata.txt to determine how the superseded data were derived.
 RD1938
 RD1938_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR2825238023(NAD 83)
 RD1938_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RD1938_SETTING: 80 = SET IN A BOULDER
 RD1938_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 RD1938
 RD1938  HISTORY     - Date     Condition        Report By
 RD1938  HISTORY     - 1954     MONUMENTED       CGS
 RD1938  HISTORY     - 1969     SEE DESCRIPTION  CGS
 RD1938  HISTORY     - 1971     SEE DESCRIPTION  NGS
 RD1938  HISTORY     - 1978     SEE DESCRIPTION  NGS
 RD1938
 RD1938                          STATION DESCRIPTION
 RD1938
 RD1938'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (FN)
 RD1938'STATION IS LOCATED 4.4 MILES NORTHWEST OF TILLAMOOK ON THE SOUTH
 RD1938'SHORE OF TILLAMOOK BAY, ON A PROMINENT POINT KNOWN AS BOULDER
 RD1938'POINT, ABOUT 1 MILE NORTHEAST OF DICK POINT DIKE, 41 FEET NORTH OF
 RD1938'CENTERLINE OF ROAD, 27.5 FEET NORTHEAST OF A POWER LINE POLE, 12.6
 RD1938'FEET EAST-NORTHEAST OF A PILE BULKHEAD, AT THE MEAN HIGH WATER
 RD1938'LINE.  IT IS A STANDARD TRIANGULATION DISK STAMPED BOULDER POINT
 RD1938'3 1954 SET IN A FIRMLY IMBEDDED RECTANGULAR 2X3 FOOT BOULDER
 RD1938'PROJECTING ABOUT 2 FEET.
 RD1938'
 RD1938'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION AND IS A
 RD1938'STANDARD REFERENCE DISK STAMPED BOULDER POINT 3 NO 1 1954 SET IN
 RD1938'A LARGE BOULDER PROJECTING ABOUT 1 FOOT AT THE MEAN HIGH WATER
 RD1938'LINE.  IT IS 12 FEET NORTHEAST OF A WOODEN BULKHEAD.
 RD1938'
 RD1938'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION AND IS A STANDARD
 RD1938'REFERENCE DISK STAMPED BOULDER POINT 3 NO 2 1954 SET IN A CONCRETE
 RD1938'FILLED 8-INCH TILE PROJECTING ABOUT 2 INCHES.  IT IS 13 FEET
 RD1938'NORTHEAST OF A WOODEN BULKHEAD AND ABOUT 1 FOOT BELOW MEAN HIGH
 RD1938'WATER.
 RD1938'
 RD1938'TO REACH THE STATION, PROCEED 1.7 MILES ALONG THE NETARTS ROAD
 RD1938'FROM THE TRAFFIC LIGHT ON MAIN STREET IN TILLAMOOK TO WEST END
 RD1938'OF BRIDGE OVER TILLAMOOK RIVER AND FORK IN ROAD, THENCE ALONG
 RD1938'RIGHT FORK AROUND SOUTH SIDE OF TILLAMOOK BAY 3.3 MILES TO
 RD1938'STATION.
 RD1938
 RD1938                          STATION RECOVERY (1969)
 RD1938
 RD1938'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (NET)
 RD1938'THE STATION MARK, STAMPED BOULDER POINT 3 1954, REFERENCE MARK
 RD1938'NO. 1, STAMPED BOULDER POINT 3 NO 1 1954 AND REFERENCE MARK
 RD1938'NO. 2, STAMPED BOULDER POINT 3 NO 2 1954 WERE RECOVERED AS
 RD1938'DESCRIBED.  A WITNESS SIGN WAS NAILED ON THE POWER LINE POLE
 RD1938'THAT IS 27 FEET SOUTHWEST OF THE STATION.  THE TO REACH IS
 RD1938'ADEQUATE FOR RECOVERY.
 RD1938'
 RD1938'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RD1938'4 MILES NORTHWEST OF TILLAMOOK.
 RD1938
 RD1938                          STATION RECOVERY (1971)
 RD1938
 RD1938'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 RD1938'THE STATION MARK, AND BOTH REFERENCE MARKS WERE RECOVERED IN
 RD1938'GOOD CONDITION.  A DIFFERENCE IN THE HORIZONTAL ANGLE BETWEEN THE
 RD1938'REFERENCE MARKS WAS FOUND.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 RD1938'
 RD1938'THE STATION IS 5 MILES NORTHWEST OF TILLAMOOK ON THE SOUTH SHORE OF
 RD1938'TILLAMOOK BAY ON A PROMINENT POINT KNOWN AS BOULDER POINT.  WHEN
 RD1938'THE TIDE IS HIGH THE STATION IS UNDER WATER.
 RD1938'
 RD1938'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 101
 RD1938'AND THIRD STREET, WHICH IS 2 BLOCKS WEST OF THE TILLAMOOK POST
 RD1938'OFFICE, GO WEST ON THIRD STREET, AND THE NETARTS HIGHWAY FOR 1.7
 RD1938'MILES TO THE CAPE MEARES JUNCTION, JUST AFTER CROSSING THE
 RD1938'TILLAMOOK RIVER, TURN RIGHT, AND GO NORTHWEST ON THE MACADAM ROAD
 RD1938'ALONG THE BAY FOR 3.5 MILES TO THE STATION ON THE RIGHT ON THE
 RD1938'OUTSIDE OF A CURVE.
 RD1938'
 RD1938'THE STATION MARK, STAMPED BOULDER POINT 3 1954, IS A STANDARD
 RD1938'DISK CEMENTED IN A DRILL HOLE IN A 2 BY 3 FOOT BOULDER THAT
 RD1938'PROJECTS 8 INCHES, 40 FEET NORTH OF THE CENTER OF THE ROAD, 28 FEET
 RD1938'NORTH OF POWER POLE NO. 94 WITH A WITNESS SIGN NAILED ON IT, 14
 RD1938'FEET NORTHWEST OF A 4 BY 4 FOOT CONCRETE DEAD MAN ANCHOR FOR THE
 RD1938'POWER POLE, 13 FEET NORTH OF THE WOODEN BULKHEAD, AND 6 FEET
 RD1938'LOWER THAN THE ROAD.  (NOTE 4)
 RD1938'
 RD1938'REFERENCE MARK NO. 1, STAMPED BOULDER POINT 3 NO 1 1954, IS A
 RD1938'STANDARD DISK CEMENTED IN A DRILL HOLE IN A 3 BY 3 FOOT BOULDER
 RD1938'THAT PROJECTS 8 INCHES, 39 FEET NORTHEAST OF THE CENTER OF THE
 RD1938'ROAD, 23 FEET NORTHEAST OF THE POWER POLE, AND 5 FEET EAST OF THE
 RD1938'DEAD MAN ANCHOR.  (NOTE 12C)
 RD1938'
 RD1938'REFERENCE MARK NO. 2, STAMPED BOULDER POINT 3 NO 2 1954, IS A
 RD1938'STANDARD DISK SET IN CONCRETE IN AN 8-INCH TILE THAT PROJECTS 3
 RD1938'INCHES, 40 FEET NORTH OF THE CENTER OF THE ROAD, 35 FEET WEST OF
 RD1938'THE DEAD MAN ANCHOR, AND 14 FEET NORTH OF THE BULKHEAD.  (NOTE 13A)
 RD1938'
 RD1938'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RD1938'5 MILES NORTHWEST OF TILLAMOOK.
 RD1938
 RD1938                          STATION RECOVERY (1978)
 RD1938
 RD1938'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 RD1938'THE STATION MARK, AND BOTH REFERENCE MARKS WERE FOUND IN GOOD
 RD1938'CONDITION AS DESCRIBED.  A DIFFERENCE WAS FOUND IN THE HORIZONTAL
 RD1938'ANGLE BETWEEN THE REFERENCE MARKS.  THE TO REACH IS ADEQUATE FOR
 RD1938'RECOVERY.
 RD1938'
 RD1938'THE STATION IS ON PUBLICLY OWNED LAND.
 RD1938'
 RD1938'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RD1938'4 MILES WEST-NORTHWEST OF TILLAMOOK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1953 ***********************************************************************
 RD1953  DESIGNATION -  BOULDER PT 2
 RD1953  PID         -  RD1953
 RD1953  STATE/COUNTY-  OR/TILLAMOOK
 RD1953  USGS QUAD   -  NETARTS (1986)
 RD1953
 RD1953                         *CURRENT SURVEY CONTROL
 RD1953  ___________________________________________________________________
 RD1953* NAD 83(1991)-  45 29 31.61641(N)    123 55 06.29314(W)     ADJUSTED  
 RD1953* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 RD1953  ___________________________________________________________________
 RD1953  LAPLACE CORR-          19.77  (seconds)                    DEFLEC99
 RD1953  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 RD1953  HORZ ORDER  -  THIRD
 RD1953
 RD1953.The horizontal coordinates were established by classical geodetic methods
 RD1953.and adjusted by the National Geodetic Survey in October 1991.
 RD1953
 RD1953.The orthometric height was scaled from a topographic map.
 RD1953
 RD1953.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1953
 RD1953.The geoid height was determined by GEOID03.
 RD1953
 RD1953;                    North         East     Units Scale Factor Converg.
 RD1953;SPC OR N     -   208,499.942 2,232,889.671   MT  0.99991049   -2 25 27.5
 RD1953;SPC OR N     -   684,054.93  7,325,753.51   iFT  0.99991049   -2 25 27.5
 RD1953;UTM  10      - 5,038,030.771   428,237.227   MT  0.99966332   -0 39 18.0
 RD1953
 RD1953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1953!SPC OR N     -   1.00000325  x   0.99991049  =   0.99991374
 RD1953!UTM  10      -   1.00000325  x   0.99966332  =   0.99966657
 RD1953
 RD1953:                Primary Azimuth Mark                     Grid Az
 RD1953:SPC OR N     -  DEAD TREE TOP OF FLAT MOUNTAIN           006 13 15.5
 RD1953:UTM  10      -  DEAD TREE TOP OF FLAT MOUNTAIN           004 27 06.0
 RD1953
 RD1953|---------------------------------------------------------------------|
 RD1953| PID    Reference Object                     Distance      Geod. Az  |
 RD1953|                                                           dddmmss.s |
 RD1953| RD2004 DEAD TREE TOP OF FLAT MOUNTAIN      APPROX. 9.9 KM 0034748.0 |
 RD1953| RD1998 GARIBALDI WHITNEY CO WATER TK       APPROX. 7.6 KM 0071555.7 |
 RD1953| RD1989 BAY CITY EDGE OF CANNERY DOCK       APPROX. 3.8 KM 0253648.2 |
 RD1953| RD1985 BAY CITY SCHOOLHOUSE FLAGPOLE       APPROX. 4.1 KM 0354445.3 |
 RD1953| RD1813 CONICAL SHAPED PEAK                 APPROX.22.0 KM 1091915.7 |
 RD1953| DD9440 BOULDER PT 2 RM 1                    16.620 METERS 11758     |
 RD1953| RD2010 KINCHELOE                           APPROX. 5.0 KM 3261516.5 |
 RD1953| RD2009 KINCHELOE POINT SIGNAL              APPROX. 6.8 KM 3424927.9 |
 RD1953|---------------------------------------------------------------------|
 RD1953
 RD1953                          SUPERSEDED SURVEY CONTROL
 RD1953
 RD1953  NAD 83(1986)-  45 29 31.64723(N)    123 55 06.28816(W) AD(       ) 3
 RD1953  NAD 27      -  45 29 32.28000(N)    123 55 01.81700(W) AD(       ) 3
 RD1953
 RD1953.Superseded values are not recommended for survey control.
 RD1953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1953.See file dsdata.txt to determine how the superseded data were derived.
 RD1953
 RD1953_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR2823738031(NAD 83)
 RD1953
 RD1953  HISTORY     - Date     Condition        Report By
 RD1953  HISTORY     - 1926     MONUMENTED       CGS
 RD1953  HISTORY     - 1934     SEE DESCRIPTION  ORGS
 RD1953  HISTORY     - 1940     SEE DESCRIPTION  CGS
 RD1953  HISTORY     - 1954     SEE DESCRIPTION  CGS
 RD1953
 RD1953                          STATION DESCRIPTION
 RD1953
 RD1953'DESCRIBED BY OREGON GEODETIC SURVEY 1934
 RD1953'STATION IS IN THE SAME LOCALITY AS BOULDER POINT.  THE STATION
 RD1953'MARK BOULDER POINT 2 IS IDENTICAL WITH REFERENCE MARK NO.1 FOR
 RD1953'STATION BOULDER POINT AND CONSISTS OF A STANDARD DISK IN A
 RD1953'TRIANGULAR ROCK.
 RD1953'
 RD1953'A REFERENCE MARK CONSISTING OF A DISK IN A LARGE BOULDER
 RD1953'PROJECTING 2 FEET ABOVE GROUND, IS 16.62 METERS (54.69 FEET) FROM
 RD1953'STATION BOULDER POINT 2, IN AZIMUTH 297 DEG 57 MIN 41 SEC.
 RD1953'
 RD1953'A WITNESS MARK CONSISTING OF AN ARROW MADE OF NAILS IN A PILE,
 RD1953'3.0 METERS (9.8 FEET) W OF THE STATION, IS IN AZIMUTH 91 DEG
 RD1953'13 MIN 36 SEC.
 RD1953'
 RD1953'THE REFERENCE MARK, A STANDARD DISK IS IN THE SAME POSITION AS
 RD1953'THE ORIGINAL REFERENCE MARK NO. 2 FOR STATION BOULDER POINT.
 RD1953
 RD1953                          STATION RECOVERY (1940)
 RD1953
 RD1953'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (EBP)
 RD1953'A STANDARD DISK STAMPED BOULDER POINT 2, WITH NO DATE, WAS
 RD1953'RECOVERED, SET IN THE TOP OF A BOULDER, LYING AT THE BOTTOM OF THE
 RD1953'HIGHWAY FILL AND ABOUT 1 FOOT BELOW HIGH-WATER LINE, ON THE S
 RD1953'SIDE OF TILLAMOOK BAY AND ABOUT 1 MILE S OF DICK POINT DIKE.  IT
 RD1953'IS ABOUT 4-1/2 MILES NW OF THE CENTER OF TILLAMOOK, ON THE N OR
 RD1953'OUTSIDE OF THE BAY OCEAN HIGHWAY.  THE STATION IS 6 FEET N OF
 RD1953'THE MIDDLE POST OF A SMALL PLANK RETAINING WALL, ABOUT 6 FEET
 RD1953'BELOW THE HIGHWAY AND ABOUT 60 FEET NW OF THE POINT AND A
 RD1953'POWER POLE.  IT IS 30 FEET N OF THE CENTER LINE OF THE HIGHWAY.
 RD1953'
 RD1953'A STANDARD DISK STAMPED BOULDER POINT 2, SET IN THE N SLOPE OF
 RD1953'A LARGE BOULDER, PROJECTING ABOUT 2 FEET AND AT ABOUT HIGH-WATER
 RD1953'LINE IS 54.9 FEET, 101 DEG MAGNETIC, E FROM THE STATION.  IT HAS NO
 RD1953'DATE, STAMPED ON IT, BUT THE ARROW POINTS TO THE STATION.
 RD1953'
 RD1953'THESE MARKS COULD NOT BE CHECKED WITH ANY AVAILABLE DATA AND DO
 RD1953'NOT APPEAR TO BE IN ANY ORIGINAL POSITION.
 RD1953'
 RD1953'THE WITNESS POINT, AN ARROW OF NAILS IN A PILING, MENTIONED IN
 RD1953'THE DESCRIPTION OF BOULDER POINT, COULD NOT BE FOUND.
 RD1953'
 RD1953'THE STATION MARK IS AT THE BOTTOM OF THE HIGHWAY FILL, AND IS
 RD1953'PARTLY COVERED WITH BOULDERS.
 RD1953'
 RD1953'A 10-FOOT STAND WILL BE REQUIRED TO CLEAR HIGH WATER.
 RD1953
 RD1953                          STATION RECOVERY (1954)
 RD1953
 RD1953'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (FN)
 RD1953'AFTER A THOROUGH SEARCH NO TRACE WAS FOUND OF THE STATION MARK.  ONE
 RD1953'REFERENCE MARK WAS RECOVERED IN GOOD CONDITION AND IT APPEARS TO BE
 RD1953'REFERENCE MARK NO. 2 DESCRIBED IN THE ORIGINAL DESCRIPTION OF
 RD1953'BOULDER POINT 2, 1926.  IT WAS A STANDARD REFERENCE DISK CEMENTED
 RD1953'IN A DRILL HOLE IN A 3X4 FOOT BOULDER PROJECTING ABOUT 2 FEET AT
 RD1953'THE MEAN HIGH WATER LINE.  THE REFERENCE MARK WAS REMOVED AND A
 RD1953'NEW STATION STAMPED BOULDER POINT 3 1954 WAS CEMENTED IN THE
 RD1953'SAME DRILL HOLE.  STATION BOULDER POINT 2 1926 SHOULD BE
 RD1953'CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1250 ***********************************************************************
 QE1250  DESIGNATION -  BOULDER RESET
 QE1250  PID         -  QE1250
 QE1250  STATE/COUNTY-  OR/LANE
 QE1250  USGS QUAD   -  HECETA HEAD (1984)
 QE1250
 QE1250                         *CURRENT SURVEY CONTROL
 QE1250  ___________________________________________________________________
 QE1250* NAD 83(1986)-  44 11 08.     (N)    124 06 56.     (W)     SCALED    
 QE1250* NAVD 88     -        43.77   (meters)     143.6    (feet)  RESET     
 QE1250  ___________________________________________________________________
 QE1250  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 QE1250  VERT ORDER  -  THIRD
 QE1250
 QE1250.The horizontal coordinates were scaled from a topographic map and have
 QE1250.an estimated accuracy of +/- 6 seconds.
 QE1250
 QE1250.The orthometric height was computed from unverified reset data.
 QE1250
 QE1250.The geoid height was determined by GEOID03.
 QE1250
 QE1250;                    North         East    Units  Estimated Accuracy
 QE1250;SPC OR S     -   286,060.    1,210,990.      MT  (+/- 180 meters Scaled)
 QE1250
 QE1250                          SUPERSEDED SURVEY CONTROL
 QE1250
 QE1250.No superseded survey control is available for this station.
 QE1250
 QE1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP108930(NAD 83)
 QE1250_MARKER: DS = TRIANGULATION STATION DISK
 QE1250_SETTING: 80 = SET IN A BOULDER
 QE1250_SP_SET: BOULDER
 QE1250_STAMPING: BOULDER 1927 1971
 QE1250_MARK LOGO: NGS   
 QE1250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE1250+STABILITY: SURFACE MOTION
 QE1250
 QE1250  HISTORY     - Date     Condition        Report By
 QE1250  HISTORY     - 1971     MONUMENTED       NGS
 QE1250  HISTORY     - 1988     GOOD             NGS
 QE1250
 QE1250                          STATION DESCRIPTION
 QE1250
 QE1250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 QE1250'10 MI S FROM YACHATS.
 QE1250'10 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE YACHATS POST OFFICE,
 QE1250'0.2 MILE NORTH OF THE BRIDGE OVER ROCK CREEK, 200 FEET WEST OF U.S.
 QE1250'HIGHWAY 101 ON A GENTLY ROUNDED SUMMIT THAT HAS NO TREES, 12.32 FEET
 QE1250'SOUTHWEST OF R.M. 1 BOULDER, AND 2 FEET SOUTH OF A METAL WITNESS POST
 QE1250'CEMENTED IN A DRILL HOLE IN A 2 BY 2 FOOT BOULDER THAT PROJECTS 6
 QE1250'INCHES.
 QE1250
 QE1250                          STATION RECOVERY (1988)
 QE1250
 QE1250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QE1250'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  25.7 KM
 QE1250'(15.95 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM ITS JUNCTION WITH
 QE1250'STATE HIGHWAY 126 IN FLORENCE, 0.3 KM (0.20 MI) NORTH OF A HIGHWAY
 QE1250'BRIDGE SPANNING ROCK CREEK, IN TOP OF A 2 BY 2 FOOT BOULDER
 QE1250'PROJECTING 20-INCHES ABOVE THE GROUND SURFACE, ON TOP OF A HILL, 61.0
 QE1250'M (200.1 FT) WEST OF THE CENTERLINE OF THE HIGHWAY.  NOTE--NOT
 QE1250'LEVELED TO THIS SURVEY.
 QE1250'THE MARK IS 26.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1248 ***********************************************************************
 QE1248  DESIGNATION -  BOULDER RM 1
 QE1248  PID         -  QE1248
 QE1248  STATE/COUNTY-  OR/LANE
 QE1248  USGS QUAD   -  HECETA HEAD (1984)
 QE1248
 QE1248                         *CURRENT SURVEY CONTROL
 QE1248  ___________________________________________________________________
 QE1248* NAD 83(1986)-  44 11 08.     (N)    124 06 58.     (W)     SCALED    
 QE1248* NAVD 88     -        43.096  (meters)     141.39   (feet)  ADJUSTED  
 QE1248  ___________________________________________________________________
 QE1248  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 QE1248  DYNAMIC HT  -          43.095 (meters)     141.39  (feet)  COMP
 QE1248  MODELED GRAV-     980,580.3   (mgal)                       NAVD 88
 QE1248
 QE1248  VERT ORDER  -  FIRST     CLASS II
 QE1248
 QE1248.The horizontal coordinates were scaled from a topographic map and have
 QE1248.an estimated accuracy of +/- 6 seconds.
 QE1248
 QE1248.The orthometric height was determined by differential leveling
 QE1248.and adjusted in June 1991.
 QE1248
 QE1248.The geoid height was determined by GEOID03.
 QE1248
 QE1248.The dynamic height is computed by dividing the NAVD 88
 QE1248.geopotential number by the normal gravity value computed on the
 QE1248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1248.degrees latitude (g = 980.6199 gals.).
 QE1248
 QE1248.The modeled gravity was interpolated from observed gravity values.
 QE1248
 QE1248;                    North         East    Units  Estimated Accuracy
 QE1248;SPC OR S     -   286,060.    1,210,950.      MT  (+/- 180 meters Scaled)
 QE1248
 QE1248                          SUPERSEDED SURVEY CONTROL
 QE1248
 QE1248  NGVD 29 (??/??/92)   42.056  (m)          137.98   (f) ADJ UNCH    1 2
 QE1248
 QE1248.Superseded values are not recommended for survey control.
 QE1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1248.See file dsdata.txt to determine how the superseded data were derived.
 QE1248
 QE1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP107930(NAD 83)
 QE1248_MARKER: DR = REFERENCE MARK DISK
 QE1248_SETTING: 80 = SET IN A BOULDER
 QE1248_SP_SET: BOULDER
 QE1248_STAMPING: BOLDER NO 1 1927
 QE1248_MARK LOGO: CGS   
 QE1248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE1248+STABILITY: SURFACE MOTION
 QE1248
 QE1248  HISTORY     - Date     Condition        Report By
 QE1248  HISTORY     - 1927     MONUMENTED       CGS
 QE1248  HISTORY     - 1971     GOOD             NGS
 QE1248  HISTORY     - 1981     GOOD             LOCSUR
 QE1248  HISTORY     - 1988     GOOD             NGS
 QE1248
 QE1248                          STATION DESCRIPTION
 QE1248
 QE1248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 QE1248'10 MI S FROM YACHATS.
 QE1248'10 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE YACHATS POST OFFICE,
 QE1248'0.2 MILE NORTH OF THE BRIDGE OVER ROCK CREEK, 200 FEET WEST OF U.S.
 QE1248'HIGHWAY 101 ON A GENTLY ROUNDED SUMMIT THAT HAS NO TREES, 12.32 FEET
 QE1248'NORTHEAST OF TRIANGULATION STATION BOULDER 1927 1971, AND 12 FEET EAST
 QE1248'OF A METAL WITNESS POST.
 QE1248
 QE1248                          STATION RECOVERY (1981)
 QE1248
 QE1248'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 QE1248'ABOUT 0.2 MILES NORTH ALONG US HIGHWAY 101 FROM THE BRIDGE OVER ROCK
 QE1248'CREEK, ON THE SUMMIT OF THE FIRST HILL NORTH OF THE BRIDGE, BETWEEN
 QE1248'THE OCEAN AND THE HIGHWAY, 12.6 FT. NORTHEAST OF TRIANGULATION
 QE1248'STATION BOULDER, IN TOP OF A BOULDER, A STANDARD REFERENCE MARK DISK.
 QE1248
 QE1248                          STATION RECOVERY (1988)
 QE1248
 QE1248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QE1248'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  25.7 KM
 QE1248'(15.95 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM ITS JUNCTION WITH
 QE1248'STATE HIGHWAY 126 IN FLORENCE, 0.3 KM (0.20 MI) NORTH OF A HIGHWAY
 QE1248'BRIDGE SPANNING ROCK CREEK, IN TOP OF A 1.5 BY 1.5 FOOT BOULDER
 QE1248'PROJECTING 20 CM, NEAR THE TOP OF A HILL, ABOUT 3.0 M (9.8 FT) BELOW
 QE1248'TRIANGULATION STATION BOULDER, 58.0 M (190.3 FT) WEST OF THE
 QE1248'CENTERLINE OF THE HIGHWAY, AND 3.8 M (12.5 FT) NORTHEAST OF
 QE1248'TRIANGULATION STATION BOULDER.  NOTE--NOT LEVELED TO THIS SURVEY AND
 QE1248'THE STAMPING IS AS ABOVE.
 QE1248'THE MARK IS 23.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1247 ***********************************************************************
 QE1247  DESIGNATION -  BOULDER RM 2
 QE1247  PID         -  QE1247
 QE1247  STATE/COUNTY-  OR/LANE
 QE1247  USGS QUAD   -  HECETA HEAD (1984)
 QE1247
 QE1247                         *CURRENT SURVEY CONTROL
 QE1247  ___________________________________________________________________
 QE1247* NAD 83(1986)-  44 11 08.     (N)    124 06 57.     (W)     SCALED    
 QE1247* NAVD 88     -        40.810  (meters)     133.89   (feet)  ADJUSTED  
 QE1247  ___________________________________________________________________
 QE1247  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 QE1247  DYNAMIC HT  -          40.809 (meters)     133.89  (feet)  COMP
 QE1247  MODELED GRAV-     980,580.3   (mgal)                       NAVD 88
 QE1247
 QE1247  VERT ORDER  -  FIRST     CLASS II
 QE1247
 QE1247.The horizontal coordinates were scaled from a topographic map and have
 QE1247.an estimated accuracy of +/- 6 seconds.
 QE1247
 QE1247.The orthometric height was determined by differential leveling
 QE1247.and adjusted in June 1991.
 QE1247
 QE1247.The geoid height was determined by GEOID03.
 QE1247
 QE1247.The dynamic height is computed by dividing the NAVD 88
 QE1247.geopotential number by the normal gravity value computed on the
 QE1247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1247.degrees latitude (g = 980.6199 gals.).
 QE1247
 QE1247.The modeled gravity was interpolated from observed gravity values.
 QE1247
 QE1247;                    North         East    Units  Estimated Accuracy
 QE1247;SPC OR S     -   286,060.    1,210,970.      MT  (+/- 180 meters Scaled)
 QE1247
 QE1247                          SUPERSEDED SURVEY CONTROL
 QE1247
 QE1247  NGVD 29 (??/??/92)   39.770  (m)          130.48   (f) ADJ UNCH    1 2
 QE1247
 QE1247.Superseded values are not recommended for survey control.
 QE1247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1247.See file dsdata.txt to determine how the superseded data were derived.
 QE1247
 QE1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP108930(NAD 83)
 QE1247_MARKER: DR = REFERENCE MARK DISK
 QE1247_SETTING: 80 = SET IN A BOULDER
 QE1247_SP_SET: BOULDER
 QE1247_STAMPING: BOLDER NO 2 1927
 QE1247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE1247+STABILITY: SURFACE MOTION
 QE1247
 QE1247  HISTORY     - Date     Condition        Report By
 QE1247  HISTORY     - 1927     MONUMENTED       CGS
 QE1247  HISTORY     - 1971     GOOD             NGS
 QE1247  HISTORY     - 1988     MARK NOT FOUND   NGS
 QE1247
 QE1247                          STATION DESCRIPTION
 QE1247
 QE1247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 QE1247'10 MI S FROM YACHATS.
 QE1247'10 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE YACHATS POST OFFICE,
 QE1247'0.2 MILE NORTH OF THE BRIDGE OVER ROCK CREEK, 200 FEET WEST OF U.S.
 QE1247'HIGHWAY 101 ON A GENTLY ROUNDED SUMMIT THAT HAS NO TREES, 40.84 FEET
 QE1247'EAST OF TRIANGULATION STATION BOULDER 1927 1971, AND 2 FEET SOUTH OF A
 QE1247'ROCK CAIRN CEMENTED IN A DRILL HOLE IN A 2 1/2 BY 2 1/2 FOOT BOULDER
 QE1247'THAT PROJECTS 1 FOOT.
 QE1247
 QE1247                          STATION RECOVERY (1988)
 QE1247
 QE1247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QE1247'NOT RECOVERED, VERY HEAVY BRUSH IN THE AREA, MARK COULD STILL BE IN
 QE1247'PLACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0970 ***********************************************************************
 NY0970  DESIGNATION -  BOUNDARY
 NY0970  PID         -  NY0970
 NY0970  STATE/COUNTY-  OR/KLAMATH
 NY0970  USGS QUAD   -  SUN PASS (1985)
 NY0970
 NY0970                         *CURRENT SURVEY CONTROL
 NY0970  ___________________________________________________________________
 NY0970* NAD 83(1991)-  42 48 19.30720(N)    121 55 06.25842(W)     ADJUSTED  
 NY0970* NAVD 88     -      1750.3    (meters)    5742.     (feet)  VERTCON   
 NY0970  ___________________________________________________________________
 NY0970  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 NY0970  GEOID HEIGHT-         -21.92  (meters)                     GEOID03
 NY0970  HORZ ORDER  -  FIRST
 NY0970
 NY0970.The horizontal coordinates were established by classical geodetic methods
 NY0970.and adjusted by the National Geodetic Survey in October 1991.
 NY0970
 NY0970.The NAVD 88 height was computed by applying the VERTCON shift value to
 NY0970.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NY0970
 NY0970.The Laplace correction was computed from DEFLEC99 derived deflections.
 NY0970
 NY0970.The geoid height was determined by GEOID03.
 NY0970
 NY0970;                    North         East     Units Scale Factor Converg.
 NY0970;SPC OR S     -   127,471.709 1,383,992.936   MT  0.99991459   -0 58 13.4
 NY0970;SPC OR S     -   418,214.27  4,540,659.24   iFT  0.99991459   -0 58 13.4
 NY0970;UTM  10      - 4,739,768.313   588,437.183   MT  0.99969622   +0 44 06.0
 NY0970
 NY0970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NY0970!SPC OR S     -   0.99972902  x   0.99991459  =   0.99964363
 NY0970!UTM  10      -   0.99972902  x   0.99969622  =   0.99942532
 NY0970
 NY0970|---------------------------------------------------------------------|
 NY0970| PID    Reference Object                     Distance      Geod. Az  |
 NY0970|                                                           dddmmss.s |
 NY0970| NY0968 BOUNDARY BUTTE LOT                    9.587 METERS 01032     |
 NY0970| NY0971 BOUNDARY RM A                        20.799 METERS 07107     |
 NY0970| CD6953 BOUNDARY RM 1                        13.533 METERS 23347     |
 NY0970| CD6954 BOUNDARY RM 2                        16.777 METERS 32703     |
 NY0970| NZ1027 MT SCOTT LOOKOUT HOUSE              APPROX.15.3 KM 3283310.6 |
 NY0970|---------------------------------------------------------------------|
 NY0970
 NY0970                          SUPERSEDED SURVEY CONTROL
 NY0970
 NY0970  NAD 83(1986)-  42 48 19.30891(N)    121 55 06.26753(W) AD(       ) 1
 NY0970  NAD 27      -  42 48 19.82574(N)    121 55 02.19031(W) AD(       ) 1
 NY0970  NGVD 29 (07/19/86) 1749.0    (m)         5738.     (f) VERT ANG    3  
 NY0970
 NY0970.Superseded values are not recommended for survey control.
 NY0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0970.See file dsdata.txt to determine how the superseded data were derived.
 NY0970
 NY0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN8843739768(NAD 83)
 NY0970_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NY0970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0970_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NY0970
 NY0970  HISTORY     - Date     Condition        Report By
 NY0970  HISTORY     - 1967     MONUMENTED       CGS
 NY0970  HISTORY     - 1971     SEE DESCRIPTION  NGS
 NY0970
 NY0970                          STATION DESCRIPTION
 NY0970
 NY0970'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (CAA)
 NY0970'STATION IS LOCATED ABOUT 16-1/2 MILES NORTH OF CHILOQUIN, 8 MILES
 NY0970'NORTH-NORTHEAST OF FORT KLAMATH, 4 MILES WEST OF STATE HIGHWAY 97
 NY0970'AND ON THE HIGHEST PART OF POINT LOCALLY KNOWN AS BOUNDARY BUTTE.
 NY0970'
 NY0970'TO REACH FROM THE POST OFFICE IN FORT KLAMATH, GO SOUTH AND EAST
 NY0970'ON STATE HIGHWAY 62 FOR 1.4 MILES TO THE JUNCTION OF STATE HIGHWAY
 NY0970'232 ON THE LEFT, TURN SHARP LEFT AND GO NORTH ON STATE HIGHWAY
 NY0970'232 FOR 2.7 MILES TO A PAVED ROAD LEFT, CONTINUE NORTH ON THE
 NY0970'HIGHWAY FOR 4.5 MILES TO SUN SUMMIT, CONTINUE NORTH AND EAST ON
 NY0970'THE HIGHWAY FOR 2.45 MILES TO A BLADED SIDE ROAD RIGHT AND SIGN
 NY0970'ON THE LEFT BOUNDARY BUTTE L. O. 2, TURN RIGHT AND GO SOUTHEAST
 NY0970'ON A BLADED ROAD FOR 0.75 MILE TO A FORK, KEEP THE RIGHT FORK
 NY0970'FOR 0.3 MILE TO A FORK, KEEP THE LEFT FORK FOR 1.8 MILES TO THE
 NY0970'HIGHEST POINT, THE LOOKOUT TOWER AND THE STATION.
 NY0970'
 NY0970'STATION MARK IS A STANDARD DISK, STAMPED BOUNDARY 1967, SET IN THE
 NY0970'TOP OF A 12-INCH ROUND CONCRETE POST FLUSH WITH THE GROUND
 NY0970'SURFACE.  IT IS 24.7 FEET SOUTH OF THE SOUTHWEST LEG OF THE LOOKOUT
 NY0970'TOWER, 24.5 FEET WEST OF THE CENTER OF A CIRCULAR DRIVEWAY AND
 NY0970'21-1/2 FEET EAST OF THE CENTER OF THE CIRCULAR DRIVEWAY.
 NY0970'
 NY0970'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BOUNDARY NO 1 1967,
 NY0970'CEMENTED IN A DRILL HOLE IN A 2X2 FOOT BOULDER WHICH PROJECTS
 NY0970'ABOUT 10 INCHES ABOVE THE GROUND SURFACE.  IT IS 25 FEET EAST OF
 NY0970'THE NORTHEAST CORNER OF A WOODEN CABIN, 13.5 FEET WEST OF THE
 NY0970'CENTER OF A ROAD AND ABOUT THE SAME ELEVATION AS THE STATION.
 NY0970'
 NY0970'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BOUNDARY NO 2 1967,
 NY0970'CEMENTED IN A DRILL HOLE IN A 1X3 FOOT BOULDER WHICH PROJECTS ABOUT
 NY0970'3 INCHES ABOVE THE GROUND SURFACE.  IT IS 30-1/2 FEET
 NY0970'WEST-NORTHWEST OF THE NORTHWEST LEG OF THE LOOKOUT TOWER, 10 FEET
 NY0970'NORTH OF THE NORTHEAST ONE OF TWO PINE TREES AND ABOUT 2 FEET
 NY0970'HIGHER THAN THE STATION.
 NY0970'
 NY0970'DUE TO THE LOCATION OF THE REFERENCE MARKS IT WAS NOT FEASIBLE
 NY0970'TO MEASURE BETWEEN THE MARKS.
 NY0970
 NY0970                          STATION RECOVERY (1971)
 NY0970
 NY0970'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 NY0970'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE
 NY0970'RECOVERED IN GOOD CONDITION.  THE DISTANCE AND DIRECTION TO
 NY0970'REFERENCE MARK 1 AND REFERENCE MARK 2 COMPARED FAVORABLY WITH THE
 NY0970'1967 DATA.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 NY0970'
 NY0970'THE STATION IS LOCATED ABOUT 16.5 MILES NORTH OF CHILQUIN, 11
 NY0970'MILES SOUTHEAST OF CRATER LAKE, 8 MILES NORTH-NORTHEAST OF FORT
 NY0970'KLAMATH AND ON TOP OF BOUNDARY BUTTE.
 NY0970'
 NY0970'TO REACH THE STATION FROM THE POST OFFICE IN FORT KLAMATH, GO
 NY0970'SOUTH ON STATE HIGHWAY 62 FOR 0.15 MILE TO WHERE STATE HIGHWAY 62
 NY0970'TURNS EAST.  KEEP LEFT ON STATE HIGHWAY 62 AND GO EAST FOR 1.3
 NY0970'MILES TO THE JUNCTION OF STATE HIGHWAYS 62 AND 232.  TURN SHARP
 NY0970'LEFT AND GO NORTH ON STATE HIGHWAY 232 FOR 7.55 MILES TO TOP OF,
 NY0970'AND SIGN SUMMIT SUN PASS.  CONTINUE NORTH ON STATE HIGHWAY 232
 NY0970'FOR 2.55 MILES TO A SIDE ROAD RIGHT AND SIGN BOUNDARY BUTTE.
 NY0970'TURN RIGHT AND GO SOUTHEAST ON MAIN TRAVELED DIRT ROAD FOLLOWING
 NY0970'SIGNS BOUNDARY BUTTE LOOKOUT FOR 3.05 MILES TO TOP OF BOUNDARY
 NY0970'BUTTE AND STATION.
 NY0970'
 NY0970'THE STATION MARK IS A STANDARD DISK STAMPED BOUNDARY 1967, SET
 NY0970'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH IS FLUSH
 NY0970'WITH THE GROUND.  IT IS 44 FEET NORTH OF THE CENTER OF AN
 NY0970'INTERSECTION TO CIRCLE DRIVEWAY, 25 FEET SOUTH-SOUTHEAST OF THE
 NY0970'SOUTHWEST LEG OF LOOKOUT TOWER AND 4.5 FEET SOUTH-SOUTHEAST OF A
 NY0970'METAL WITNESS POST WITH SIGN ATTACHED.
 NY0970'
 NY0970'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BOUNDARY NO 1 1967,
 NY0970'CEMENTED IN DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS 10
 NY0970'INCHES ABOVE GROUND.  IT IS 61 FEET SOUTH-SOUTHWEST OF THE
 NY0970'SOUTHWEST LEG OF LOOKOUT TOWER, 47 FEET SOUTHWEST OF THE METAL
 NY0970'WITNESS POST WITH SIGN ATTACHED AND 25 FEET NORTHEAST OF THE
 NY0970'NORTH CORNER OF A SMALL HOUSE.
 NY0970'
 NY0970'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BOUNDARY NO 2 1967,
 NY0970'CEMENTED IN DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS FLUSH WITH
 NY0970'THE GROUND.  IT IS 51 FEET NORTHWEST OF THE METAL WITNESS POST
 NY0970'WITH SIGN ATTACHED, 36 FEET NORTHWEST OF THE SOUTHWEST LEG OF
 NY0970'LOOKOUT TOWER AND 9 FEET NORTH OF AN 18-INCH PINE TREE.
 NY0970'
 NY0970'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NY0970'8 MILES NORTH-NORTHEAST OF FORT KLAMATH.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0969 ***********************************************************************
 NY0969  DESIGNATION -  BOUNDARY BUTTE
 NY0969  PID         -  NY0969
 NY0969  STATE/COUNTY-  OR/KLAMATH
 NY0969  USGS QUAD   -  SUN PASS (1985)
 NY0969
 NY0969                         *CURRENT SURVEY CONTROL
 NY0969  ___________________________________________________________________
 NY0969* NAD 83(1991)-  42 48 15.91481(N)    121 55 16.69536(W)     ADJUSTED  
 NY0969* NAVD 88     -      1747.     (meters)    5732.     (feet)  SCALED    
 NY0969  ___________________________________________________________________
 NY0969  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 NY0969  GEOID HEIGHT-         -21.92  (meters)                     GEOID03
 NY0969  HORZ ORDER  -  THIRD
 NY0969
 NY0969.The horizontal coordinates were established by classical geodetic methods
 NY0969.and adjusted by the National Geodetic Survey in October 1991.
 NY0969
 NY0969.The orthometric height was scaled from a topographic map.
 NY0969
 NY0969.The Laplace correction was computed from DEFLEC99 derived deflections.
 NY0969
 NY0969.The geoid height was determined by GEOID03.
 NY0969
 NY0969;                    North         East     Units Scale Factor Converg.
 NY0969;SPC OR S     -   127,371.071 1,383,754.069   MT  0.99991469   -0 58 20.6
 NY0969;SPC OR S     -   417,884.09  4,539,875.55   iFT  0.99991469   -0 58 20.6
 NY0969;UTM  10      - 4,739,660.634   588,201.469   MT  0.99969571   +0 43 58.9
 NY0969
 NY0969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NY0969!SPC OR S     -   0.99972949  x   0.99991469  =   0.99964420
 NY0969!UTM  10      -   0.99972949  x   0.99969571  =   0.99942528
 NY0969
 NY0969:                Primary Azimuth Mark                     Grid Az
 NY0969:SPC OR S     -  SAND RIDGE                               269 46 10.5
 NY0969:UTM  10      -  SAND RIDGE                               268 03 51.0
 NY0969
 NY0969|---------------------------------------------------------------------|
 NY0969| PID    Reference Object                     Distance      Geod. Az  |
 NY0969|                                                           dddmmss.s |
 NY0969| NZ1025 SAND RIDGE                          APPROX. 6.5 KM 2684749.9 |
 NY0969|---------------------------------------------------------------------|
 NY0969
 NY0969                          SUPERSEDED SURVEY CONTROL
 NY0969
 NY0969  NAD 83(1986)-  42 48 15.91603(N)    121 55 16.70415(W) AD(       ) 3
 NY0969  NAD 27      -  42 48 16.43900(N)    121 55 12.62900(W) AD(       ) 3
 NY0969
 NY0969.Superseded values are not recommended for survey control.
 NY0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0969.See file dsdata.txt to determine how the superseded data were derived.
 NY0969
 NY0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN8820139661(NAD 83)
 NY0969
 NY0969  HISTORY     - Date     Condition        Report By
 NY0969  HISTORY     - 1931     MONUMENTED       USGS
 NY0969  HISTORY     - 1933     SEE DESCRIPTION  CGS
 NY0969
 NY0969                          STATION DESCRIPTION
 NY0969
 NY0969'DESCRIBED BY US GEOLOGICAL SURVEY 1931 (BHY)
 NY0969'LOCATED ON TIMBERED KNOLL 1 MILE S OF JUNCTION OF THE
 NY0969'DALLES-CALIFORNIA HIGHWAY (U.S. 97) AND ROADS TO E ENTRANCE OF
 NY0969'CRATER LAKE NATIONAL PARK AND TO KIRK.
 NY0969'
 NY0969'THE BOUNDARY LINE BETWEEN CRATER NATIONAL FOREST AND KLAMATH
 NY0969'INDIAN RESERVATION CROSSES OVER THE MOUNTAIN.
 NY0969'
 NY0969'A ROAD, BUILT ALONG OLD LUMBER RAILROAD GRADE AND BRANCHING
 NY0969'OFF THE KIRK ROAD ABOUT HALFWAY BETWEEN CRATER LAKE JUNCTION AND
 NY0969'KIRK, LEADS TO THE MOUNTAIN AND PART WAY TO THE TOP.
 NY0969'
 NY0969'STATION MARK AND SIGNAL--A 24-INCH FIR TREE WITH TRIANGULAR
 NY0969'BLAZE ON W SIDE WITH COPPER NAIL AND WASHER IN CENTER.  NEAR W
 NY0969'END OF KNOLL, AND 65 FEET E OF A LARGE YELLOW PINE TREE.
 NY0969
 NY0969                          STATION RECOVERY (1933)
 NY0969
 NY0969'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933
 NY0969'SITUATED NEAR WEST END OF BOUNDARY BUTTE, TIMBERED HILL ABOUT
 NY0969'1.3 MILES SOUTH-SOUTHEAST OF JUNCTION OF THE DALLES-CALIFORNIA
 NY0969'HIGHWAY (U.S. 97) AND EAST ENTRANCE ROAD TO CRATER LAKE NATIONAL
 NY0969'PARK.  BOUNDARY LINE BETWEEN ROGUE RIVER NATIONAL FOREST AND
 NY0969'KLAMATH INDIAN RESERVATION PASSES OVER HILL, WHICH HAS
 NY0969'ELEVATION OF 5728 FEET.  TO REACH STATION FROM HIGHWAY JUNCTION
 NY0969'MENTIONED ABOVE, DRIVE SOUTHEAST ALONG KIRK ROAD ABOUT 4 MILES
 NY0969'TO REMAINS OF OLD RAILROAD GRADE TO WEST FROM KIRK ROAD,
 NY0969'FOLLOW FOREST ROAD OVER OLD GRADE WESTWARD TO BUTTE AND PART
 NY0969'WAY TO TOP.  STATION MARK AND SIGNAL IS 24-INCH FIR TREE
 NY0969'WITH TRIANGULAR BLAZE ON WEST SIDE WITH U.S.G.S. COPPER NAIL AND
 NY0969'WASHER IN CENTER OF BLAZE.  LARGE YELLOW PINE TREE IS 65 FEET
 NY0969'WESTWARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0968 ***********************************************************************
 NY0968  DESIGNATION -  BOUNDARY BUTTE LOT
 NY0968  PID         -  NY0968
 NY0968  STATE/COUNTY-  OR/KLAMATH
 NY0968  USGS QUAD   -  SUN PASS (1985)
 NY0968
 NY0968                         *CURRENT SURVEY CONTROL
 NY0968  ___________________________________________________________________
 NY0968* NAD 83(1991)-  42 48 19.61266(N)    121 55 06.18132(W)     ADJUSTED  
 NY0968* NAVD 88     -      1750.3    (meters)    5742.     (feet)  VERTCON   
 NY0968  ___________________________________________________________________
 NY0968  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 NY0968  GEOID HEIGHT-         -21.92  (meters)                     GEOID03
 NY0968  HORZ ORDER  -  THIRD
 NY0968
 NY0968.The horizontal coordinates were established by classical geodetic methods
 NY0968.and adjusted by the National Geodetic Survey in October 1991.
 NY0968
 NY0968.The NAVD 88 height was computed by applying the VERTCON shift value to
 NY0968.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NY0968
 NY0968.The Laplace correction was computed from DEFLEC99 derived deflections.
 NY0968
 NY0968.The geoid height was determined by GEOID03.
 NY0968
 NY0968;                    North         East     Units Scale Factor Converg.
 NY0968;SPC OR S     -   127,481.103 1,383,994.847   MT  0.99991458   -0 58 13.4
 NY0968;SPC OR S     -   418,245.09  4,540,665.51   iFT  0.99991458   -0 58 13.4
 NY0968;UTM  10      - 4,739,777.758   588,438.813   MT  0.99969622   +0 44 06.1
 NY0968
 NY0968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NY0968!SPC OR S     -   0.99972902  x   0.99991458  =   0.99964362
 NY0968!UTM  10      -   0.99972902  x   0.99969622  =   0.99942532
 NY0968
 NY0968                          SUPERSEDED SURVEY CONTROL
 NY0968
 NY0968  NAD 83(1986)-  42 48 19.61435(N)    121 55 06.19022(W) AD(       ) 4
 NY0968  NAD 27      -  42 48 20.13138(N)    121 55 02.11316(W) AD(       ) 3
 NY0968  NGVD 29 (07/19/86) 1749.0    (m)         5738.     (f) VERT ANG    3  
 NY0968
 NY0968.Superseded values are not recommended for survey control.
 NY0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0968.See file dsdata.txt to determine how the superseded data were derived.
 NY0968
 NY0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN8843939778(NAD 83)
 NY0968
 NY0968  HISTORY     - Date     Condition        Report By
 NY0968  HISTORY     - 1967     MONUMENTED       CGS
 NY0968  HISTORY     - 1971     SEE DESCRIPTION  NGS
 NY0968
 NY0968                          STATION DESCRIPTION
 NY0968
 NY0968'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (CAA)
 NY0968'STATION IS LOCATED ABOUT 16-1/2 MILES NORTH OF CHILOQUIN, 8 MILES
 NY0968'NORTH-NORTHEAST OF FORT KLAMATH, 4 MILES WEST OF STATE HIGHWAY 97
 NY0968'AND IS ON THE HIGHEST POINT OF BOUNDARY BUTTE.
 NY0968'
 NY0968'THE TOWER IS A 4-LEGGED STEEL STRUCTURE, 60 FEET HIGH AND THE
 NY0968'POINT INTERSECTED WAS THE TOP-CENTER OF THE TOWER.  TRIANGULATION
 NY0968'STATION BOUNDARY WAS MEASURED TO, THE DISTANCE BEING 31.41 FEET
 NY0968'OR 9.573 METERS SOUTH.
 NY0968
 NY0968                          STATION RECOVERY (1971)
 NY0968
 NY0968'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 NY0968'THE LOOKOUT TOWER WAS VISITED AND RECOVERED AS DESCRIBED IN
 NY0968'1967.  A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 NY0968'BOUNDARY 1967, THE DISTANCE BEING 31.49 FEET OR 9.600 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0196 ***********************************************************************
 NW0196  DESIGNATION -  BOUNDARY ION OFFSET RM 1
 NW0196  PID         -  NW0196
 NW0196  STATE/COUNTY-  OR/MALHEUR
 NW0196  USGS QUAD   -  DEACON CROSSING (1982)
 NW0196
 NW0196                         *CURRENT SURVEY CONTROL
 NW0196  ___________________________________________________________________
 NW0196* NAD 83(1986)-  42 23 44.     (N)    117 01 33.     (W)     SCALED    
 NW0196* NAVD 88     -      1617.713  (meters)    5307.45   (feet)  ADJUSTED  
 NW0196  ___________________________________________________________________
 NW0196  GEOID HEIGHT-         -17.39  (meters)                     GEOID03
 NW0196  DYNAMIC HT  -        1616.657 (meters)    5303.98  (feet)  COMP
 NW0196  MODELED GRAV-     979,911.5   (mgal)                       NAVD 88
 NW0196
 NW0196  VERT ORDER  -  SECOND    CLASS 0
 NW0196
 NW0196.The horizontal coordinates were scaled from a topographic map and have
 NW0196.an estimated accuracy of +/- 6 seconds.
 NW0196
 NW0196.The orthometric height was determined by differential leveling
 NW0196.and adjusted in June 1991.
 NW0196
 NW0196.The geoid height was determined by GEOID03.
 NW0196
 NW0196.The dynamic height is computed by dividing the NAVD 88
 NW0196.geopotential number by the normal gravity value computed on the
 NW0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0196.degrees latitude (g = 980.6199 gals.).
 NW0196
 NW0196.The modeled gravity was interpolated from observed gravity values.
 NW0196
 NW0196;                    North         East    Units  Estimated Accuracy
 NW0196;SPC OR S     -    86,900.    1,785,960.      MT  (+/- 180 meters Scaled)
 NW0196
 NW0196                          SUPERSEDED SURVEY CONTROL
 NW0196
 NW0196  NGVD 29 (??/??/92) 1616.574  (m)         5303.71   (f) ADJ UNCH    2 0
 NW0196
 NW0196.Superseded values are not recommended for survey control.
 NW0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0196.See file dsdata.txt to determine how the superseded data were derived.
 NW0196
 NW0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG978936(NAD 83)
 NW0196_MARKER: DR = REFERENCE MARK DISK
 NW0196_SETTING: 66 = SET IN ROCK OUTCROP
 NW0196_SP_SET: OUTCROP
 NW0196_STAMPING: OFFSET BOUNDARY NO 1 1934
 NW0196_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0196+STABILITY: POSITION/ELEVATION WELL
 NW0196
 NW0196  HISTORY     - Date     Condition        Report By
 NW0196  HISTORY     - 1956     MONUMENTED       CGS
 NW0196  HISTORY     - 1963     GOOD             NGS
 NW0196
 NW0196                          STATION DESCRIPTION
 NW0196
 NW0196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 NW0196'IN C RANCH.
 NW0196'AT C RANCH, ABOUT 350 YARDS NORTH OF THE HOUSE, 0.1 MILE NORTHWEST OF
 NW0196'THE HOUSE VIA ROAD, 655 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 NW0196'32.25 FEET NORTHWEST OF OFFSET BOUNDARY TRIANGULATION STATION, IN THE
 NW0196'TOP OF A 4 1/2 BY 5-FOOT OUTCROP PROJECTING 0.2 FOOT ABOVE THE GROUND,
 NW0196'31.9 FEET NORTH OF A WITNESS POST, AND ABOUT 1 1/2 FEET LOWER THAN THE
 NW0196'STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0309 ***********************************************************************
 NW0309  DESIGNATION -  BOUNDARY MP 81 ID OR
 NW0309  PID         -  NW0309
 NW0309  STATE/COUNTY-  OR/MALHEUR
 NW0309  USGS QUAD   -  JUNIPER POINT (1980)
 NW0309
 NW0309                         *CURRENT SURVEY CONTROL
 NW0309  ___________________________________________________________________
 NW0309* NAD 83(1991)-  42 38 02.64812(N)    117 01 35.38778(W)     ADJUSTED  
 NW0309* NAVD 88     -      1540.     (meters)    5052.     (feet)  SCALED    
 NW0309  ___________________________________________________________________
 NW0309  LAPLACE CORR-           5.61  (seconds)                    DEFLEC99
 NW0309  GEOID HEIGHT-         -17.05  (meters)                     GEOID03
 NW0309  HORZ ORDER  -  SECOND
 NW0309
 NW0309.The horizontal coordinates were established by classical geodetic methods
 NW0309.and adjusted by the National Geodetic Survey in October 1991.
 NW0309
 NW0309.The orthometric height was scaled from a topographic map.
 NW0309
 NW0309.The Laplace correction was computed from DEFLEC99 derived deflections.
 NW0309
 NW0309.The geoid height was determined by GEOID03.
 NW0309
 NW0309;                    North         East     Units Scale Factor Converg.
 NW0309;SPC OR S     -   113,369.289 1,784,808.414   MT  0.99993784   +2 22 35.0
 NW0309;SPC OR S     -   371,946.49  5,855,670.65   iFT  0.99993784   +2 22 35.0
 NW0309;SPC ID W     -   108,238.205   695,303.937   MT  1.00006814   -0 51 52.8
 NW0309;SPC ID W     -   355,111.51  2,281,176.33   sFT  1.00006814   -0 51 52.8
 NW0309;UTM  11      - 4,720,180.416   497,827.533   MT  0.99960006   -0 01 04.6
 NW0309
 NW0309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NW0309!SPC OR S     -   0.99976119  x   0.99993784  =   0.99969905
 NW0309!SPC ID W     -   0.99976119  x   1.00006814  =   0.99982932
 NW0309!UTM  11      -   0.99976119  x   0.99960006  =   0.99936135
 NW0309
 NW0309                          SUPERSEDED SURVEY CONTROL
 NW0309
 NW0309  NAD 83(1986)-  42 38 02.65030(N)    117 01 35.39109(W) AD(       ) 2
 NW0309  NAD 27      -  42 38 03.09200(N)    117 01 31.88600(W) AD(       ) 2
 NW0309
 NW0309.Superseded values are not recommended for survey control.
 NW0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0309.See file dsdata.txt to determine how the superseded data were derived.
 NW0309
 NW0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH9782820180(NAD 83)
 NW0309
 NW0309  HISTORY     - Date     Condition        Report By
 NW0309  HISTORY     - 1934     MONUMENTED       CGS
 NW0309
 NW0309                          STATION DESCRIPTION
 NW0309
 NW0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NW0309'SEE STATION GLO 3 OFFSET
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0971 ***********************************************************************
 NY0971  DESIGNATION -  BOUNDARY RM A
 NY0971  PID         -  NY0971
 NY0971  STATE/COUNTY-  OR/KLAMATH
 NY0971  USGS QUAD   -  SUN PASS (1985)
 NY0971
 NY0971                         *CURRENT SURVEY CONTROL
 NY0971  ___________________________________________________________________
 NY0971* NAD 83(1991)-  42 48 19.52536(N)    121 55 05.39232(W)     ADJUSTED  
 NY0971* NAVD 88     -      1747.9    (meters)    5735.     (feet)  VERTCON   
 NY0971  ___________________________________________________________________
 NY0971  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 NY0971  GEOID HEIGHT-         -21.92  (meters)                     GEOID03
 NY0971  HORZ ORDER  -  FIRST
 NY0971
 NY0971.The horizontal coordinates were established by classical geodetic methods
 NY0971.and adjusted by the National Geodetic Survey in October 1991.
 NY0971
 NY0971.The NAVD 88 height was computed by applying the VERTCON shift value to
 NY0971.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NY0971
 NY0971.The Laplace correction was computed from DEFLEC99 derived deflections.
 NY0971
 NY0971.The geoid height was determined by GEOID03.
 NY0971
 NY0971;                    North         East     Units Scale Factor Converg.
 NY0971;SPC OR S     -   127,478.106 1,384,012.724   MT  0.99991458   -0 58 12.8
 NY0971;SPC OR S     -   418,235.26  4,540,724.16   iFT  0.99991458   -0 58 12.8
 NY0971;UTM  10      - 4,739,775.295   588,456.768   MT  0.99969626   +0 44 06.6
 NY0971
 NY0971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NY0971!SPC OR S     -   0.99972939  x   0.99991458  =   0.99964400
 NY0971!UTM  10      -   0.99972939  x   0.99969626  =   0.99942574
 NY0971
 NY0971|---------------------------------------------------------------------|
 NY0971| PID    Reference Object                     Distance      Geod. Az  |
 NY0971|                                                           dddmmss.s |
 NY0971| NY0970 BOUNDARY                             20.799 METERS 25107     |
 NY0971| NY0974 MAZAMA                              APPROX.19.9 KM 3544636.0 |
 NY0971|---------------------------------------------------------------------|
 NY0971
 NY0971                          SUPERSEDED SURVEY CONTROL
 NY0971
 NY0971  NAD 83(1986)-  42 48 19.52702(N)    121 55 05.40166(W) AD(       ) 1
 NY0971  NAD 27      -  42 48 20.04391(N)    121 55 01.32422(W) AD(       ) 1
 NY0971  NGVD 29 (07/19/86) 1746.6    (m)         5730.     (f) VERT ANG    3  
 NY0971
 NY0971.Superseded values are not recommended for survey control.
 NY0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0971.See file dsdata.txt to determine how the superseded data were derived.
 NY0971
 NY0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN8845739775(NAD 83)
 NY0971_MARKER: Z = SEE DESCRIPTION
 NY0971_SETTING: 0 = UNSPECIFIED SETTING
 NY0971_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NY0971
 NY0971  HISTORY     - Date     Condition        Report By
 NY0971  HISTORY     - 1971     MONUMENTED       NGS
 NY0971
 NY0971                          STATION DESCRIPTION
 NY0971
 NY0971'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 NY0971'THE STATION IS LOCATED ABOUT 16.25 MILES NORTH OF CHILOQUIN, 11
 NY0971'MILES SOUTHEAST OF CRATER LAKE, 8 MILES NORTH-NORTHEAST OF
 NY0971'FT. KLAMATH AND EAST OF THE FOREST SERVICE LOOKOUT TOWER ON
 NY0971'BOUNDARY BUTTE, A HIGH TIMBERED RIDGE WHICH DROPS OFF SHARPLY TO
 NY0971'THE NORTH AND EAST.
 NY0971'
 NY0971'THE STATION MARK IS A STANDARD TRIANGULATION DISK STAMPED BOUNDARY
 NY0971'RM A 1971 CEMENTED IN THE TOP OF A 12-INCH DIAMETER CYLINDRICAL
 NY0971'CONCRETE MONUMENT SET 6 INCHES BELOW GROUND SURFACE.  IT IS 67.5
 NY0971'FEET NORTH-NORTHEAST OF THE METAL WITNESS POST AT STATION BOUNDARY
 NY0971'1967, 54 FEET EAST OF THE NORTHEAST LEG OF BOUNDARY LOOKOUT
 NY0971'TOWER, AND 25 FEET NORTH OF THE BASE OF A 20-INCH FIR TREE.  THE
 NY0971'UNDERGROUND MARK IS SET 36 INCHES BELOW GROUND.
 NY0971'
 NY0971'TO REACH THE STATION SEE THAT PORTION OF THE DESCRIPTION TO
 NY0971'STATION BOUNDARY 1967.
 NY0971'
 NY0971'A TRAVERSE CONNECTION WAS MADE TO STATION BOUNDARY 1967.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1751 ***********************************************************************
 RD1751  DESIGNATION -  BOUNDY
 RD1751  PID         -  RD1751
 RD1751  STATE/COUNTY-  OR/YAMHILL
 RD1751  USGS QUAD   -  MUDDY VALLEY (1992)
 RD1751
 RD1751                         *CURRENT SURVEY CONTROL
 RD1751  ___________________________________________________________________
 RD1751* NAD 83(1991)-  45 11 14.82048(N)    123 18 42.75015(W)     ADJUSTED  
 RD1751* NAVD 88     -       289.     (meters)     948.     (feet)  SCALED    
 RD1751  ___________________________________________________________________
 RD1751  LAPLACE CORR-          -9.46  (seconds)                    DEFLEC99
 RD1751  GEOID HEIGHT-         -21.54  (meters)                     GEOID03
 RD1751  HORZ ORDER  -  SECOND
 RD1751
 RD1751.The horizontal coordinates were established by classical geodetic methods
 RD1751.and adjusted by the National Geodetic Survey in October 1991.
 RD1751
 RD1751.The orthometric height was scaled from a topographic map.
 RD1751
 RD1751.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1751
 RD1751.The geoid height was determined by GEOID03.
 RD1751
 RD1751;                    North         East     Units Scale Factor Converg.
 RD1751;SPC OR N     -   172,836.260 2,279,084.543   MT  0.99989464   -1 59 38.9
 RD1751;SPC OR N     -   567,048.10  7,477,311.49   iFT  0.99989464   -1 59 38.9
 RD1751;UTM  10      - 5,003,821.382   475,499.757   MT  0.99960738   -0 13 16.5
 RD1751
 RD1751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1751!SPC OR N     -   0.99995806  x   0.99989464  =   0.99985270
 RD1751!UTM  10      -   0.99995806  x   0.99960738  =   0.99956546
 RD1751
 RD1751:                Primary Azimuth Mark                     Grid Az
 RD1751:SPC OR N     -  MCMINNVILLE CTHSE FLAGPOLE               075 40 01.8
 RD1751:UTM  10      -  MCMINNVILLE CTHSE FLAGPOLE               073 53 39.4
 RD1751
 RD1751|---------------------------------------------------------------------|
 RD1751| PID    Reference Object                     Distance      Geod. Az  |
 RD1751|                                                           dddmmss.s |
 RD1751| RD1719 MCMINNVILLE CTHSE FLAGPOLE          APPROX. 9.7 KM 0734022.9 |
 RD1751| RD1718 MCMINNVILLE CH OF ST JAMES          APPROX.10.1 KM 0760654.7 |
 RD1751| RD1721 MCMINNVILLE LINFIELD COLL CUP       APPROX. 9.0 KM 0800050.0 |
 RD1751| DD9442 BOUNDY RM 1                          14.162 METERS 08641     |
 RD1751| DD9443 BOUNDY RM 2                          12.705 METERS 18801     |
 RD1751| DD9441 BOUNDY AZ MK                                       1905946.9 |
 RD1751|---------------------------------------------------------------------|
 RD1751
 RD1751                          SUPERSEDED SURVEY CONTROL
 RD1751
 RD1751  NAD 83(1986)-  45 11 14.84675(N)    123 18 42.76161(W) AD(       ) 2
 RD1751  NAD 27      -  45 11 15.43198(N)    123 18 38.37723(W) AD(       ) 2
 RD1751
 RD1751.Superseded values are not recommended for survey control.
 RD1751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1751.See file dsdata.txt to determine how the superseded data were derived.
 RD1751
 RD1751_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR7550003821(NAD 83)
 RD1751_MARKER: Z = SEE DESCRIPTION
 RD1751_SETTING: 0 = UNSPECIFIED SETTING
 RD1751
 RD1751  HISTORY     - Date     Condition        Report By
 RD1751  HISTORY     - 1941     MONUMENTED       CGS
 RD1751  HISTORY     - 1967     SEE DESCRIPTION  CGS
 RD1751
 RD1751                          STATION DESCRIPTION
 RD1751
 RD1751'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (ANS)
 RD1751'STATION IS LOCATED ON THE HIGHEST POINT OF A PROMINENT RIDGE LYING
 RD1751'ABOUT 7.0 MILES W OF MC MINNVILLE, AND ABOUT 6.0 MILES N OF
 RD1751'BELLEVUE, ON THE PROPERTY OF MR. JACK BOUNDY.  THERE IS TIMBER ON
 RD1751'THE E SIDE OF THE HILL, GRASS ON THE W SLOPE, AND PATCHES OF
 RD1751'POISON OAK ALL OVER THE HILL.
 RD1751'
 RD1751'STATION MARK STAMPED BOUNDY 1941 IS A STANDARD DISK SET IN A
 RD1751'2-INCH IRON PIPE THAT SETS ABOUT 4 INCHES ABOVE THE GROUND.  IT
 RD1751'IS 81.0 FEET NW OF A 2.5-FOOT OAK TREE, 64.0 FEET SW OF A 2.5-FOOT
 RD1751'OAK TREE, AND 139.0 FEET NE OF FENCE.
 RD1751'
 RD1751'REFERENCE MARK NO.1, STAMPED BOUNDY NO.1, 1941 IS A STANDARD
 RD1751'DISK SET IN A 2-INCH IRON PIPE THAT PROJECTS ABOUT 5 INCHES ABOVE
 RD1751'THE GROUND.  IT IS 35.0 FEET N OF A 2 1/2-FOOT OAK TREE, AND AT
 RD1751'ABOUT THE SAME ELEVATION AS THE STATION.
 RD1751'
 RD1751'REFERENCE MARK NO.2, STAMPED BOUNDY NO.2, 1941 IS A STANDARD DISK
 RD1751'SET IN A 2-INCH IRON PIPE THAT PROJECTS ABOUT 6 INCHES ABOVE THE
 RD1751'GROUND.  IT IS 95.0 FEET SW OF A 2.5-FOOT OAK TREE, 97.0 FEET NE
 RD1751'OF FENCE AND AT ABOUT THE SAME ELEVATION AS THE STATION.
 RD1751'
 RD1751'AZIMUTH MARK IS A STANDARD BRONZE DISK SET AT THE TOP OF A SQARE
 RD1751'BLOCK OR POST OF CONCRETE, STAMPED BOUNDY 1941 AND PROJECTS ABOUT
 RD1751'4 INCHES ABOVE THE GROUND.  IT IS 1.0 FOOT W OF FENCE, 37.0 FEET
 RD1751'N OF F.O. BLOM MAIL BOX, 13.0 FEET E OF THE CENTER LINE OF ROAD,
 RD1751'AND 4.4 FEET N OF WHITE REFERENCE POST.
 RD1751'
 RD1751'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 99W AND
 RD1751'STATE HIGHWAY 18, ON THE W SIDE OF MC MINNVILLE, GO W ON STATE
 RD1751'HIGHWAY 18 FOR 2.4 MILES TO GRAVEL ROAD ON THE RIGHT (W).  TURN
 RD1751'RIGHT ON GRAVEL ROAD AND GO W 1.5 MILES TO SIGN BELLEVUE 2 AT
 RD1751'FORK.  TAKE RIGHT FORK AND GO NW 2.6 MILES TO FORK.  (TO REACH
 RD1751'AZIMUTH MARK FROM HERE TAKE LEFT FORK SW 1.0 MILE TO MARK ON THE
 RD1751'E SIDE OF ROAD.) TAKE RIGHT FORK N 0.3 MILE TO OLD GATE ON THE
 RD1751'E SIDE OF THE ROAD OPPOSITE WHITE HOUSE ON THE W SIDE OF ROAD.
 RD1751'FROM HERE PACK E ABOUT 0.5 MILE UPHILL TO TOP OF RIDGE.  TURN LEFT
 RD1751'AND PACK N ALONG TOP OF RIDGE 1.0 MILE TO TOP OF HILL AND
 RD1751'STATION.
 RD1751
 RD1751                          STATION RECOVERY (1967)
 RD1751
 RD1751'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JCL)
 RD1751'THE STATION WITH ALL MARKS WERE RECOVERED IN GOOD CONDITION.  ROADS
 RD1751'AND LANDMARKS HAVE CHANGED.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 RD1751'
 RD1751'THE STATION IS ON A GENTLY ROUNDED, WOODED HILL IN PASTURE LAND
 RD1751'OWNED BY MR. R.A. MONA.
 RD1751'
 RD1751'TO REACH THE STATION FROM THE MC MINNVILLE POST OFFICE GO WEST ON
 RD1751'FOURTH STREET FOR 0.25 MILE TO U.S. HIGHWAY 99W, TURN LEFT AND GO
 RD1751'SOUTHWEST ON U.S. HIGHWAY 99W FOR 1.3 MILES TO THE JUNCTION WITH
 RD1751'STATE HIGHWAY 18, WHERE U.S. HIGHWAY 99W TURNS SOUTH, CONTINUE
 RD1751'SOUTHWEST ON STATE HIGHWAY 18 FOR 2.3 MILES TO A SIDE ROAD RIGHT,
 RD1751'MUDDY VALLEY ROAD, TURN RIGHT AND GO WEST, NORTHWEST AND WEST ON
 RD1751'THE MACADAM ROAD FOR 4.0 MILES TO THE JUNCTION WITH EAGLE POINT
 RD1751'ROAD, WHERE THE MACADAM ENDS AND WHERE THE MUDDY VALLEY ROAD
 RD1751'TURNS SOUTH, TO REACH THE AZIMUTH MARK FROM HERE GO SOUTH ON MUDDY
 RD1751'VALLEY ROAD FOR 1.0 MILE TO THE MARK ON THE LEFT.  FROM THE
 RD1751'JUCTION OF THE MUDDY VALLEY ROAD AND EAGLE POINT ROAD GO NORTHWEST
 RD1751'ON EAGLE POINT ROAD FOR 0.3 MILE TO LEE MINGS RESIDENCE ON THE
 RD1751'LEFT AND THE END OF TRUCK TRAVEL.  PACK EAST ACROSS THE PASTURE ON
 RD1751'A WAGON OR JEEP ROAD FOR 1/2 MILE TO A SADDLE ON THE NORTH-SOUTH
 RD1751'RIDGE, THEN PACK NORTH ON THE RIDGE FOLLOWING THE TRACK ROAD FOR
 RD1751'1 MILE TO THE SUMMIT AND STATION.
 RD1751'
 RD1751'THE STATION MARK, STAMPED BOUNDY 1941, IS A STANDARD DISK
 RD1751'BRAZED TO A 2-INCH IRON PIPE THAT PROJECTS 3 INCHES, 140 FEET
 RD1751'NORTH OF AN EAST-WEST FENCE LINE, 40 FEET WEST OF A 3-FOOT OAK TREE
 RD1751'WITH A TRIANGLE BLAZE, 65 FEET SOUTH OF A 3-FOOT OAK TREE WITH A
 RD1751'TRIANGLE BLAZE AND 1 FOOT NORTHEAST OF A ROCK CAIRN.
 RD1751'
 RD1751'REFERENCE MARK NO. 1, STAMPED BOUNDY NO 1 1941, IS A STANDARD
 RD1751'DISK BRAZED TO A 2-INCH IRON PIPE THAT PROJECTS 3 INCHES, 30 FEET
 RD1751'WEST OF THE BLAZED TREE AND THE SAME ELEVATION AS THE STATION.
 RD1751'
 RD1751'REFERENCE MARK NO. 2, STAMPED BOUNDY NO 2 1941, IS A STANDARD
 RD1751'DISK BRAZED TO A 2-INCH IRON PIPE THAT PROJECTS 4 INCHES, 100 FEET
 RD1751'NORTH OF THE EAST-WEST FENCE LINE AND THE SAME ELEVATION AS THE
 RD1751'STATION.
 RD1751'
 RD1751'THE AZIMUTH MARK, STAMPED BOUNDY 1941, IS A STANDARD DISK SET IN
 RD1751'AN 8-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES, 100 FEET
 RD1751'NORTH OF A DRIVEWAY EAST, 45 FEET NORTH OF JOHN BURTS MAIL BOX, 21
 RD1751'FEET EAST OF THE CENTER OF MUDDY VALLEY ROAD, 13 FEET SOUTH OF A
 RD1751'T FENCE CORNER, 0.5 FOOT WEST OF A NORTH-SOUTH FENCE LINE AND 0.5
 RD1751'FOOT NORTH OF A METAL WITNESS POST.  (NOTE 16A)
 RD1751'
 RD1751'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RD1751'7 MILES SOUTHWEST OF MC MINNVILLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1448 ***********************************************************************
 SC1448  DESIGNATION -  BOURNE USE 1912
 SC1448  PID         -  SC1448
 SC1448  STATE/COUNTY-  OR/COLUMBIA
 SC1448  USGS QUAD   -  RAINIER (1990)
 SC1448
 SC1448                         *CURRENT SURVEY CONTROL
 SC1448  ___________________________________________________________________
 SC1448* NAD 83(1991)-  46 05 48.33627(N)    122 57 35.81264(W)     ADJUSTED  
 SC1448* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 SC1448  ___________________________________________________________________
 SC1448  LAPLACE CORR-          -5.49  (seconds)                    DEFLEC99
 SC1448  GEOID HEIGHT-         -21.52  (meters)                     GEOID03
 SC1448  HORZ ORDER  -  THIRD
 SC1448
 SC1448.The horizontal coordinates were established by classical geodetic methods
 SC1448.and adjusted by the National Geodetic Survey in October 1991.
 SC1448
 SC1448.The orthometric height was scaled from a topographic map.
 SC1448
 SC1448.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1448
 SC1448.The geoid height was determined by GEOID03.
 SC1448
 SC1448;                    North         East     Units Scale Factor Converg.
 SC1448;SPC OR N     -   272,945.804 2,309,801.187   MT  1.00002605   -1 44 40.4
 SC1448;SPC OR N     -   895,491.48  7,578,087.88   iFT  1.00002605   -1 44 40.4
 SC1448;SPC WA S     -    87,820.587   309,816.963   MT  0.99995069   -1 47 12.8
 SC1448;SPC WA S     -   288,124.71  1,016,457.82   sFT  0.99995069   -1 47 12.8
 SC1448;UTM  10      - 5,104,799.071   503,095.912   MT  0.99960012   +0 01 43.9
 SC1448
 SC1448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1448!SPC OR N     -   1.00000259  x   1.00002605  =   1.00002864
 SC1448!SPC WA S     -   1.00000259  x   0.99995069  =   0.99995328
 SC1448!UTM  10      -   1.00000259  x   0.99960012  =   0.99960271
 SC1448
 SC1448:                Primary Azimuth Mark                     Grid Az
 SC1448:SPC OR N     -  TANGENT                                  304 10 13.5
 SC1448:SPC WA S     -  TANGENT                                  304 12 45.9
 SC1448:UTM  10      -  TANGENT                                  302 23 49.2
 SC1448
 SC1448|---------------------------------------------------------------------|
 SC1448| PID    Reference Object                     Distance      Geod. Az  |
 SC1448|                                                           dddmmss.s |
 SC1448| SC0185 TANGENT                             APPROX. 0.9 KM 3022533.1 |
 SC1448|---------------------------------------------------------------------|
 SC1448
 SC1448                          SUPERSEDED SURVEY CONTROL
 SC1448
 SC1448  NAD 83(1986)-  46 05 48.35250(N)    122 57 35.80946(W) AD(       ) 3
 SC1448  NAD 27      -  46 05 48.94517(N)    122 57 31.40651(W) AD(       ) 3
 SC1448
 SC1448.Superseded values are not recommended for survey control.
 SC1448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1448.See file dsdata.txt to determine how the superseded data were derived.
 SC1448
 SC1448_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES0309604799(NAD 83)
 SC1448
 SC1448  HISTORY     - Date     Condition        Report By
 SC1448  HISTORY     - 1912     MONUMENTED       USE
 SC1448  HISTORY     - 1924     SEE DESCRIPTION  CGS
 SC1448
 SC1448                          STATION DESCRIPTION
 SC1448
 SC1448'DESCRIBED BY US ENGINEERS 1912
 SC1448'STATION IS S OF THE TRACKS OF THE SPOKANE, PORTLAND AND SEATTLE
 SC1448'RAILWAY, ABOUT MIDWAY BETWEEN THE TRACK AND THE LINE OF TELEPHONE
 SC1448'POLES, AND 38.09 METERS NORTHWESTERLY OF THE ROAD TO THE DOCK.  THE
 SC1448'STATION IS MARKED BY AN IRON PIPE 3 FEET LONG SET IN A PIER OF
 SC1448'CONCRETE WHICH IS ABOUT 1-FOOT SQUARE AT THE SURFACE OF THE
 SC1448'GROUND AND APPROXIMATELY 8 INCHES DEEP.  THE PIPE PROJECTS FROM 4
 SC1448'TO 8 INCHES ABOVE THE CEMENT.  THE TOP OF THE PIER BEARS THE
 SC1448'INSCRIPTION U.S.E., AND THE NAME OR AN ABBREVIATION OF
 SC1448'THE NAME OF THE STATION.  THERE IS NO UNDERGROUND MARK.
 SC1448
 SC1448                          STATION RECOVERY (1924)
 SC1448
 SC1448'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1924 (WMS)
 SC1448'STATION HAS BEEN DESTROYED BY CONSTRUCTION ALONG THE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3794 ***********************************************************************
 RD3794  DESIGNATION -  BOUSER RESET
 RD3794  PID         -  RD3794
 RD3794  STATE/COUNTY-  OR/MULTNOMAH
 RD3794  USGS QUAD   -  DIXIE MOUNTAIN (1990)
 RD3794
 RD3794                         *CURRENT SURVEY CONTROL
 RD3794  ___________________________________________________________________
 RD3794* NAD 83(1991)-  45 42 29.64281(N)    122 52 38.04926(W)     ADJUSTED  
 RD3794* NAVD 88     -       158.     (meters)     518.     (feet)  SCALED    
 RD3794  ___________________________________________________________________
 RD3794  LAPLACE CORR-          -7.27  (seconds)                    DEFLEC99
 RD3794  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 RD3794  HORZ ORDER  -  THIRD
 RD3794
 RD3794.The horizontal coordinates were established by classical geodetic methods
 RD3794.and adjusted by the National Geodetic Survey in October 1991.
 RD3794
 RD3794.The orthometric height was scaled from a topographic map.
 RD3794
 RD3794.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3794
 RD3794.The geoid height was determined by GEOID03.
 RD3794
 RD3794;                    North         East     Units Scale Factor Converg.
 RD3794;SPC OR N     -   229,589.539 2,314,923.986   MT  0.99993891   -1 41 09.2
 RD3794;SPC OR N     -   753,246.52  7,594,894.97   iFT  0.99993891   -1 41 09.2
 RD3794;SPC WA S     -    44,460.252   314,908.308   MT  1.00003070   -1 43 36.5
 RD3794;SPC WA S     -   145,866.68  1,033,161.67   sFT  1.00003070   -1 43 36.5
 RD3794;UTM  10      - 5,061,638.460   509,555.747   MT  0.99960112   +0 05 16.3
 RD3794
 RD3794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3794!SPC OR N     -   0.99997876  x   0.99993891  =   0.99991768
 RD3794!SPC WA S     -   0.99997876  x   1.00003070  =   1.00000946
 RD3794!UTM  10      -   0.99997876  x   0.99960112  =   0.99957989
 RD3794
 RD3794:                Primary Azimuth Mark                     Grid Az
 RD3794:SPC OR N     -  MULTNOMAH CHAN C W N OIL TK              041 12 33.9
 RD3794:SPC WA S     -  MULTNOMAH CHAN C W N OIL TK              041 15 01.2
 RD3794:UTM  10      -  MULTNOMAH CHAN C W N OIL TK              039 26 08.4
 RD3794
 RD3794|---------------------------------------------------------------------|
 RD3794| PID    Reference Object                     Distance      Geod. Az  |
 RD3794|                                                           dddmmss.s |
 RD3794| RD3568 MULTNOMAH CHAN C W N OIL TK         APPROX. 4.6 KM 0393124.7 |
 RD3794| RD3564 MULTNOMAH CHAN C W S OIL TK         APPROX. 4.6 KM 0393711.1 |
 RD3794| RD2786 FALES HSE RED CHY 1881              APPROX.12.3 KM 0563349.4 |
 RD3794| RD3353 KNAPPS CHY 1881                     APPROX.11.6 KM 0734216.8 |
 RD3794| RD3344 VANCOUVER GARRISON FLAGSTAFF        APPROX.19.5 KM 1173413.6 |
 RD3794| RD3533 HOWELLS HOUSE EAST CHIMNEY          APPROX.10.5 KM 1351804.6 |
 RD3794| CE2339 BOUSER RM 2                           6.010 METERS 23727     |
 RD3794| CE2338 BOUSER RM 1                           4.124 METERS 32244     |
 RD3794| RD4098 SCAPPOOSE RESET                     APPROX. 6.0 KM 3472458.1 |
 RD3794|---------------------------------------------------------------------|
 RD3794
 RD3794                          SUPERSEDED SURVEY CONTROL
 RD3794
 RD3794  NAD 83(1986)-  45 42 29.66288(N)    122 52 38.04944(W) AD(       ) 3
 RD3794  NAD 27      -  45 42 30.24400(N)    122 52 33.68000(W) AD(       ) 3
 RD3794
 RD3794.Superseded values are not recommended for survey control.
 RD3794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3794.See file dsdata.txt to determine how the superseded data were derived.
 RD3794
 RD3794_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER0955661638(NAD 83)
 RD3794_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD3794+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2006
 RD3794
 RD3794  HISTORY     - Date     Condition        Report By
 RD3794  HISTORY     - 1938     MONUMENTED       CGS
 RD3794  HISTORY     - 1881     SEE DESCRIPTION  CGS
 RD3794  HISTORY     - 1938     SEE DESCRIPTION  CGS
 RD3794  HISTORY     - 1967     SEE DESCRIPTION  CGS
 RD3794  HISTORY     - 1970     SEE DESCRIPTION  NGS
 RD3794  HISTORY     - 20060712 GOOD             USPSQD
 RD3794
 RD3794                          STATION DESCRIPTION
 RD3794
 RD3794'DESCRIBED BY COAST AND GEODETIC SURVEY 1881
 RD3794'STATION IS ON THE W SIDE OF WILLAMETTE SLOUGH, ABOUT 1 MILE BELOW
 RD3794'ROCKY POINT, ON THE NE END OF A PARTLY BARE SPUR SW OF THE BOUSER
 RD3794'FARMHOUSE, AND 515 FEET ABOVE THE WATER LEVEL.  THE STATION IS MARKED
 RD3794'BY A BOTTLE BURIED MOUTH UP 3 FEET BELOW THE SURFACE AND AT THE
 RD3794'SURFACE THERE IS A ROCK WITH A DRILL HOLE FILLED WITH LEAD.  AROUND
 RD3794'THE STATION, BURIED 1 FOOT, ARE THREE BOTTLES DISTANT ABOUT 6
 RD3794'FEET, AT EQUAL ANGLES, AND LYING ON THEIR SIDES WITH THE NECKS
 RD3794'POINTING TO THE STATION.  THREE CEDAR STAKES WERE SET AS FOLLOWS--N
 RD3794'1.86 METERS, E AND S EACH 1.83 METERS.  TWO FIR TREES HAVE COPPER
 RD3794'TACKS IN A TRIANGULAR BLAZE.  ONE BEARS S 18 DEG W MAGNETIC DISTANT
 RD3794'8.50 METERS AND THE OTHER BEARS S 55 DEG W MAGNETIC DISTANT 3.615
 RD3794'METERS.
 RD3794
 RD3794                          STATION RECOVERY (1938)
 RD3794
 RD3794'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (WMS)
 RD3794'STATION RECOVERED AND RE-MARKED.  THE OLD DESCRIPTION STATES ON
 RD3794'THE W SIDE OF WILLAMETTE SLOUGH, (NOW MULTNOMAH CHANNEL) ABOUT 1
 RD3794'MILE BELOW ROCKY POINT, ON THE NE END OF A PARTLY BARE SPUR SW OF
 RD3794'THE BOUSER FARMHOUSE, AND 515 FEET ABOVE THE WATER LEVEL, ETC.  THE
 RD3794'NAME OF THE FARMER SHOULD HAVE BEEN SPELLED BONSER.  THE SPUR IS
 RD3794'NOW COVERED WITH SECOND-GROWTH FIR.
 RD3794'
 RD3794'SURFACE MARK IS STANDARD DISK SET IN CONCRETE IN 4-FOOT LENGTH OF
 RD3794'4-INCH CAST-IRON SOIL PIPE EXTENDING 6 INCHES ABOVE SURFACE OF
 RD3794'GROUND AND STAMPED BOUSER 1878.
 RD3794'
 RD3794'UNDERGROUND MARK IS STANDARD DISK SET IN CONCRETE IN 1-FOOT LENGTH OF
 RD3794'4-INCH CAST-IRON SOIL PIPE SET 4 FEET BELOW SURFACE OF GROUND.
 RD3794'
 RD3794'REFERENCE MARKS ARE STANDARD DISKS SET IN CONCRETE (WITH ARROW
 RD3794'POINTING TOWARD STATION) IN 2 1/2-FOOT LENGTH OF 4-INCH CAST-IRON
 RD3794'SOIL PIPE EXTENDING 4 INCHES ABOVE SURFACE.
 RD3794
 RD3794                          STATION RECOVERY (1967)
 RD3794
 RD3794'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JCL)
 RD3794'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 RD3794'WERE RECOVERED IN GOOD CONDITION.  LANDMARKS HAVE CHANGED.  A NEW
 RD3794'AND COMPLETE DESCRIPTION FOLLOWS.
 RD3794'
 RD3794'THE STATION IS 3-1/2 MILES SOUTHEAST OF SCAPPOOSE AND 1/4 MILE
 RD3794'SOUTHWEST OF U.S. HIGHWAY 30 ON A WOODED HILL OWNED BY MR. C. B.
 RD3794'ENDICOTT.
 RD3794'
 RD3794'TO REACH THE STATION FROM THE SCAPPOOSE POST OFFICE GO SOUTHEAST ON
 RD3794'U.S. HIGHWAY 30 FOR 3.4 MILES TO A GRAVELED ROAD RIGHT, THIS IS 0.15
 RD3794'MILE BEFORE REACHING ROCKY PT. ROAD, TURN RIGHT AND GO WEST ON THE
 RD3794'WINDING GRAVELED ROAD FOR 0.3 MILE TO THE POWER LINE AND A ROAD LEFT
 RD3794'PARALLELING THE POWER LINE, TURN SOUTH AND PARALLEL THE POWER LINE
 RD3794'FOR 0.15 MILE TO POWER POLE NO. SJ 11 1 ON THE LEFT AT A CUT FOR AN
 RD3794'OLD RAILROAD AND THE END OF TRUCK TRAVEL.  FROM HERE PACK NORTHEAST
 RD3794'ON THE WELL TRAVELED TRAIL FOR 150 METERS TO THE STATION.
 RD3794'
 RD3794'THE STATION MARK, STAMPED BOUSER 1878 1938, IS A STANDARD DISK SET IN
 RD3794'CONCRETE IN A 4-INCH IRON PIPE THAT PROJECTS 8 INCHES, 1 FOOT WEST
 RD3794'OF A METAL WITNESS POST.
 RD3794'
 RD3794'REFERENCE MARK NO. 1, STAMPED BOUSER NO 1 1878 1938, IS A STANDARD
 RD3794'DISK SET IN CONCRETE IN A 4-INCH IRON PIPE THAT PROJECTS 4 INCHES,
 RD3794'15.5 FEET NORTHWEST OF THE WITNESS POST.
 RD3794'
 RD3794'REFERENCE MARK NO. 2, STAMPED BOUSER NO 2 1878 1938, IS 20.5 FEET
 RD3794'SOUTHWEST OF THE WITNESS POST, A STANDARD DISK SET IN CONCRETE IN A
 RD3794'4-INCH IRON PIPE THAT PROJECTS 3 INCHES.
 RD3794'
 RD3794'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 3-1/2 MILES
 RD3794'SOUTHEAST.
 RD3794
 RD3794                          STATION RECOVERY (1970)
 RD3794
 RD3794'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 RD3794'THE STATION MARK, AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 RD3794'CONDITION.  THE DESCRIPTION SUBMITTED BY J. C. L. DATED 1967 IS
 RD3794'CORRECT, AND ADEQUATE.  A DIFFERENCE IN THE HORIZONTAL ANGLE BETWEEN
 RD3794'THE REFERENCE MARKS WAS FOUND.
 RD3794'
 RD3794'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 3-1/2 MILES
 RD3794'SOUTHEAST OF SCAPPOSE.
 RD3794
 RD3794                          STATION RECOVERY (2006)
 RD3794
 RD3794'RECOVERY NOTE BY US POWER SQUADRON 2006 (DM)
 RD3794'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1962 ***********************************************************************
 QE1962  DESIGNATION -  BOW
 QE1962  PID         -  QE1962
 QE1962  STATE/COUNTY-  OR/MARION
 QE1962  USGS QUAD   -  SIDNEY (1986)
 QE1962
 QE1962                         *CURRENT SURVEY CONTROL
 QE1962  ___________________________________________________________________
 QE1962* NAD 83(1991)-  44 51 13.55123(N)    123 02 08.97523(W)     ADJUSTED  
 QE1962* NAVD 88     -       201.1    (meters)     660.     (feet)  VERTCON   
 QE1962  ___________________________________________________________________
 QE1962  LAPLACE CORR-          -4.93  (seconds)                    DEFLEC99
 QE1962  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 QE1962  HORZ ORDER  -  SECOND
 QE1962
 QE1962.The horizontal coordinates were established by classical geodetic methods
 QE1962.and adjusted by the National Geodetic Survey in October 1991.
 QE1962
 QE1962.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE1962.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE1962
 QE1962.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE1962
 QE1962.The geoid height was determined by GEOID03.
 QE1962
 QE1962;                    North         East     Units Scale Factor Converg.
 QE1962;SPC OR N     -   135,057.224 2,299,601.196   MT  0.99990961   -1 47 54.1
 QE1962;SPC OR N     -   443,101.13  7,544,623.35   iFT  0.99990961   -1 47 54.1
 QE1962;UTM  10      - 4,966,706.293   497,169.154   MT  0.99960010   -0 01 31.0
 QE1962
 QE1962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE1962!SPC OR N     -   0.99997205  x   0.99990961  =   0.99988166
 QE1962!UTM  10      -   0.99997205  x   0.99960010  =   0.99957216
 QE1962
 QE1962:                Primary Azimuth Mark                     Grid Az
 QE1962:SPC OR N     -  REESE                                    283 28 52.1
 QE1962:UTM  10      -  REESE                                    281 42 29.0
 QE1962
 QE1962|---------------------------------------------------------------------|
 QE1962| PID    Reference Object                     Distance      Geod. Az  |
 QE1962|                                                           dddmmss.s |
 QE1962| QE1967 REESE                               APPROX. 1.2 KM 2814058.0 |
 QE1962|---------------------------------------------------------------------|
 QE1962
 QE1962                          SUPERSEDED SURVEY CONTROL
 QE1962
 QE1962  NAD 83(1986)-  44 51 13.57514(N)    123 02 08.99187(W) AD(       ) 2
 QE1962  NAD 27      -  44 51 14.14128(N)    123 02 04.64982(W) AD(       ) 2
 QE1962  NGVD 29 (07/19/86)  200.1    (m)          656.     (f) VERT ANG    3  
 QE1962
 QE1962.Superseded values are not recommended for survey control.
 QE1962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1962.See file dsdata.txt to determine how the superseded data were derived.
 QE1962
 QE1962_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ9716966706(NAD 83)
 QE1962_MARKER: Z = SEE DESCRIPTION
 QE1962_SETTING: 0 = UNSPECIFIED SETTING
 QE1962_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE1962
 QE1962  HISTORY     - Date     Condition        Report By
 QE1962  HISTORY     - 1972     MONUMENTED       OR1810
 QE1962
 QE1962                          STATION DESCRIPTION
 QE1962
 QE1962'DESCRIBED BY CITY OF SALEM OREGON 1972 (LGH)
 QE1962'THE STATION IS ABOUT 6 MILES SOUTHWEST OF SALEM IN THE NE 1/4
 QE1962'OF SEC. 27, T8S R3W.
 QE1962'
 QE1962'TO REACH THE STATION FROM THE CITY OF SALEM CIVIC CENTER, GO
 QE1962'SOUTH 3.3 MILES ON COMMERCIAL STREET TO THE INTERSECTION OF
 QE1962'COMMERCIAL STREET AND SUNNYSIDE ROAD, TURN RIGHT ON SUNNYSIDE ROAD
 QE1962'AND GO SOUTHEASTERLY 2.5 MILES TO THE INTERSECTION OF SUNNYSIDE
 QE1962'ROAD AND REESE HILL ROAD, TURN RIGHT ON REESE HILL ROAD AND GO
 QE1962'WEST 0.35 MILES TO THE INTERSECTION OF REESE HILL ROAD AND
 QE1962'RAINBOW DRIVE, TURN LEFT ON RAINBOW DRIVE AND GO SOUTHERLY 0.2
 QE1962'MILES.  STATION IS LOCATED ON THE WEST SIDE OF RAINBOW
 QE1962'DRIVE.
 QE1962'
 QE1962'THE STATION MARK IS A CITY OF SALEM BRASS DISK STAMPED BOW 1971,
 QE1962'SET IN THE TOP OF A 12 IN CYLINDRICAL CONCRETE POST AND IS ABOUT
 QE1962'3 IN BELOW THE GROUND SURFACE.  THE STATION IS 53.1 FEET SOUTH
 QE1962'FROM POWER POLE NUMBER 1179, 3 FEET EAST OF FARM FENCE, AND 3 FEET
 QE1962'NORTH OF A METAL WITNESS POST.  THE UNDERGROUND MARK IS ABOUT 36
 QE1962'INCHES BELOW THE GROUND SURFACE.  THE UNDERGROUND MARK IS AN
 QE1962'ALUMINUM CAP ON AN IRON ROD SET IN A 6 INCH CYLINDRICAL
 QE1962'CONCRETE POST.
 QE1962'
 QE1962'HEIGHT OF LIGHT ABOVE STATION MARK 1.39 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2254 ***********************************************************************
 QE2254  DESIGNATION -  BOWN
 QE2254  PID         -  QE2254
 QE2254  STATE/COUNTY-  OR/LANE
 QE2254  USGS QUAD   -  VENETA (1984)
 QE2254
 QE2254                         *CURRENT SURVEY CONTROL
 QE2254  ___________________________________________________________________
 QE2254* NAD 83(1991)-  44 05 26.42657(N)    123 21 52.50269(W)     ADJUSTED  
 QE2254* NAVD 88     -       189.5    (meters)     622.     (feet)  VERTCON   
 QE2254  ___________________________________________________________________
 QE2254  LAPLACE CORR-          -3.63  (seconds)                    DEFLEC99
 QE2254  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 QE2254  HORZ ORDER  -  SECOND
 QE2254
 QE2254.The horizontal coordinates were established by classical geodetic methods
 QE2254.and adjusted by the National Geodetic Survey in October 1991.
 QE2254
 QE2254.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE2254.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE2254
 QE2254.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2254
 QE2254.The geoid height was determined by GEOID03.
 QE2254
 QE2254;                    North         East     Units Scale Factor Converg.
 QE2254;SPC OR S     -   273,202.021 1,270,631.969   MT  1.00002431   -1 57 35.3
 QE2254;SPC OR S     -   896,332.09  4,168,740.06   iFT  1.00002431   -1 57 35.3
 QE2254;UTM  10      - 4,882,008.498   470,814.342   MT  0.99961048   -0 15 13.2
 QE2254
 QE2254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2254!SPC OR S     -   0.99997388  x   1.00002431  =   0.99999819
 QE2254!UTM  10      -   0.99997388  x   0.99961048  =   0.99958437
 QE2254
 QE2254                          SUPERSEDED SURVEY CONTROL
 QE2254
 QE2254  NAD 83(1986)-  44 05 26.44107(N)    123 21 52.52981(W) AD(       ) 2
 QE2254  NAD 27      -  44 05 27.00056(N)    123 21 48.18425(W) AD(       ) 2
 QE2254  NGVD 29 (07/19/86)  188.4    (m)          618.     (f) VERT ANG    3  
 QE2254
 QE2254.Superseded values are not recommended for survey control.
 QE2254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2254.See file dsdata.txt to determine how the superseded data were derived.
 QE2254
 QE2254_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP7081482008(NAD 83)
 QE2254
 QE2254  HISTORY     - Date     Condition        Report By
 QE2254  HISTORY     - 1970     MONUMENTED       OR-039
 QE2254
 QE2254                          STATION DESCRIPTION
 QE2254
 QE2254'DESCRIBED BY LANE COUNTY OREGON 1970 (FLI)
 QE2254'STATION IS SITUATED IN S.W. QUARTER OF SEC. 13, T17S, R5W, ON A
 QE2254'WOODED RIDGE ABOUT 2 MILES NORTHWEST OF ELMIRA.
 QE2254'
 QE2254'TO REACH FROM ELMIRA GO ABOUT 1 MILE NORTHWARD ON ELMIRA-SPRINGFIELD
 QE2254'ROAD.  THENCE WESTWARD ON PRIVATE ROAD TO BOWN FARM.  THENCE THRU
 QE2254'GATE ACROSS PASTURE AND ALONG NORTH FENCE TO A POINT DIRECTLY NORTH
 QE2254'OF END OF RIDGE TO SOUTH.  THENCE 0.25 MILES SOUTH TO TOP OF RIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1869 ***********************************************************************
 RD1869  DESIGNATION -  BOZLEY RESET
 RD1869  PID         -  RD1869
 RD1869  STATE/COUNTY-  OR/TILLAMOOK
 RD1869  USGS QUAD   -  NESTUCCA BAY (1985)
 RD1869
 RD1869                         *CURRENT SURVEY CONTROL
 RD1869  ___________________________________________________________________
 RD1869* NAD 83(1991)-  45 09 11.43236(N)    123 57 46.06114(W)     ADJUSTED  
 RD1869* NAVD 88     -       158.4    (meters)     520.     (feet)  VERTCON   
 RD1869  ___________________________________________________________________
 RD1869  LAPLACE CORR-          19.30  (seconds)                    DEFLEC99
 RD1869  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 RD1869  HORZ ORDER  -  THIRD
 RD1869
 RD1869.The horizontal coordinates were established by classical geodetic methods
 RD1869.and adjusted by the National Geodetic Survey in October 1991.
 RD1869
 RD1869.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD1869.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD1869
 RD1869.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1869
 RD1869.The geoid height was determined by GEOID03.
 RD1869
 RD1869;                    North         East     Units Scale Factor Converg.
 RD1869;SPC OR N     -   171,016.852 2,227,810.100   MT  0.99989462   -2 27 20.8
 RD1869;SPC OR N     -   561,078.91  7,309,088.25   iFT  0.99989462   -2 27 20.8
 RD1869;UTM  10      - 5,000,417.349   424,319.517   MT  0.99967042   -0 40 57.5
 RD1869
 RD1869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1869!SPC OR N     -   0.99997876  x   0.99989462  =   0.99987338
 RD1869!UTM  10      -   0.99997876  x   0.99967042  =   0.99964919
 RD1869
 RD1869:                Primary Azimuth Mark                     Grid Az
 RD1869:SPC OR N     -  SHEEP HILL 2                             026 53 46.9
 RD1869:UTM  10      -  SHEEP HILL 2                             025 07 23.6
 RD1869
 RD1869|---------------------------------------------------------------------|
 RD1869| PID    Reference Object                     Distance      Geod. Az  |
 RD1869|                                                           dddmmss.s |
 RD1869| RD1878 SHEEP HILL 2                        APPROX. 0.9 KM 0242626.1 |
 RD1869| DD9444 BOZLEY RM 2                          60.994 METERS 12323     |
 RD1869|---------------------------------------------------------------------|
 RD1869
 RD1869                          SUPERSEDED SURVEY CONTROL
 RD1869
 RD1869  NAD 83(1986)-  45 09 11.46509(N)    123 57 46.06986(W) AD(       ) 3
 RD1869  NAD 27      -  45 09 12.07600(N)    123 57 41.67600(W) AD(       ) 3
 RD1869  NGVD 29 (07/19/86)  157.3    (m)          516.     (f) VERT ANG    3  
 RD1869
 RD1869.Superseded values are not recommended for survey control.
 RD1869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1869.See file dsdata.txt to determine how the superseded data were derived.
 RD1869
 RD1869_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR2432000417(NAD 83)
 RD1869
 RD1869  HISTORY     - Date     Condition        Report By
 RD1869  HISTORY     - 1927     MONUMENTED       CGS
 RD1869  HISTORY     - 1908     SEE DESCRIPTION  CGS
 RD1869  HISTORY     - 1927     SEE DESCRIPTION  CGS
 RD1869  HISTORY     - 1965     SEE DESCRIPTION  CGS
 RD1869  HISTORY     - 1971     SEE DESCRIPTION  NGS
 RD1869
 RD1869                          STATION DESCRIPTION
 RD1869
 RD1869'DESCRIBED BY COAST AND GEODETIC SURVEY 1908
 RD1869'THE STATION IS IN THE MIDDLE, E AND W, OF THE NORTHERN SUMMIT OF
 RD1869'THE HIGHEST HILL IMMEDIATELY E OF THE ENTRANCE TO NESTUGGA BAY AND
 RD1869'39.8 METERS E OF A FENCE.
 RD1869'
 RD1869'THE STATION IS MARKED 2-1/2 FEET UNDERGROUND BY A COPPER TACK IN
 RD1869'THE CORK OF A BOTTLE AND AT THE SURFACE BY A DRILL HOLE 3 INCHES
 RD1869'DEEP IN A LARGE ROCK.  THERE IS A DRILL HOLE IN A SMOOTH STONE ON
 RD1869'A SMALL KNOLL DIRECTLY N, DISTANT 8.115 METERS.
 RD1869
 RD1869                          STATION RECOVERY (1927)
 RD1869
 RD1869'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1927 (GLB)
 RD1869'STATION RE-MARKED.  IT IS ABOUT 1/2 MILE SW OF ORETOWN POST OFFICE
 RD1869'ON A PROMINENT BARE TOPPED HILL.  TOP OF HILL VISIBLE FROM POST
 RD1869'OFFICE N SIDE OF HILL PARTIALLY WOODED WITH SCRUB FIR AND
 RD1869'ALDER.  TOP OF HILL IS ROUGHLY A TRIANGLE AND STATION IS LOCATED
 RD1869'NEAR NW CORNER.
 RD1869'
 RD1869'SURFACE MARK IS A STANDARD BRONZE DISK SET IN CONCRETE IN THE TOP
 RD1869'OF A TILE, WHICH IS EMBEDDED IN THE GROUND.
 RD1869'
 RD1869'THE UNDERGROUND MARK IS A STANDARD BRONZE DISK SET IN CONCRETE, 3
 RD1869'FEET BELOW THE SURFACE.
 RD1869'
 RD1869'REFERENCE MARK NO.1 IS A DRILL HOLE IN A SMALL SQUARE BOULDER
 RD1869'PROJECTING ABOUT 2 INCHES ABOVE THE SURFACE OF THE GROUND ON A
 RD1869'SMALL KNOLL.
 RD1869'
 RD1869'REFERENCE MARK NO.2 IS A STANDARD BRONZE DISK WEDGED IN A DRILL
 RD1869'HOLE IN A BOULDER AT NE CORNER OF TRIANGLE AND ON SLIGHTLY HIGHER
 RD1869'GROUND THAN THE STATION.
 RD1869'
 RD1869'A 15-FOOT STAND WAS USED.
 RD1869
 RD1869                          STATION RECOVERY (1965)
 RD1869
 RD1869'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (PAS)
 RD1869'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED AND FOUND
 RD1869'IN GOOD CONDITION.  REFERENCE MARK NO. 1 HAS BEEN DESTROYED.
 RD1869'
 RD1869'LANDMARKS HAVE CHANGED.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 RD1869'
 RD1869'THE STATION IS 5-3/4 MILES SOUTHWEST OF CLOVERDALE ON A GRASSY
 RD1869'BENCH OF PASTURE LAND THAT IS OPEN TO THE NORTHWEST, NORTH AND
 RD1869'NORTHEAST.
 RD1869'
 RD1869'TO REACH THE STATION FROM THE CLOVERDALE POST OFFICE GO SOUTHWEST
 RD1869'ON U.S. HIGHWAY 101 FOR 5.3 MILES TO THE ORETOWN GOSPEL CHURCH ON
 RD1869'THE LEFT AND A GRAVELED ROAD ON THE RIGHT, TURN RIGHT AND GO WEST
 RD1869'ON THE GRAVELED ROAD FOR 0.1 MILE TO WHERE THE GRAVELED ROAD TURNS
 RD1869'RIGHT AND A FIELD DRIVEWAY CONTINUES WEST, GO WEST ON THE
 RD1869'DRIVEWAY FOR 200 FEET TO A GATE NEAR THE SOUTH END OF THE BARN.
 RD1869'PASS THROUGH THE GATE AND CONTINUE ON WINDING DRIVEWAY, UPGRADE, IN
 RD1869'A WESTERLY DIRECTION FOR 0.35 MILE TO A GATE IN A NORTH-SOUTH
 RD1869'FENCE LINE, PASS THROUGH GATE AND CONTINUE WEST FOR 300 FEET
 RD1869'TO A FORK AND THE END OF TRUCK TRAVEL.  FROM HERE PACK SOUTH ON
 RD1869'THE OLD TRACTOR ROAD FOR ABOUT 0.15 MILE TO THE FIRST SUMMIT AND
 RD1869'STATION.
 RD1869'
 RD1869'THE STATION MARK, STAMPED BOZLEY 1927, IS A STANDARD DISK SET IN A
 RD1869'CONCRETE FILLED TILE THAT PROJECTS 2 INCHES.  IT IS 140 FEET EAST
 RD1869'OF A WOODEN GATE IN A NORTH-SOUTH FENCE LINE, 120 FEET WEST OF THE
 RD1869'OLD TRACTOR ROAD, 100 FEET WEST OF AN ANTENNA POLE AND 1-1/2 FEET
 RD1869'EAST OF A METAL WITNESS POST.
 RD1869'
 RD1869'REFERENCE MARK NO. 2, STAMPED BOZLEY NO 2 1927, IS A STANDARD DISK
 RD1869'CEMENTED IN A DRILL HOLE IN A BOULDER 3 INCHES BELOW THE SURFACE
 RD1869'OF THE GROUND, 80 FEET EAST OF THE TRACTOR ROAD AND ABOUT 2 FEET
 RD1869'HIGHER THAN THE STATION.
 RD1869
 RD1869                          STATION RECOVERY (1971)
 RD1869
 RD1869'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (DRT)
 RD1869'STATION AND RM 2 RECOVERED AS DESCRIBED BY P.A.S. 1965.  NOTE
 RD1869'CHANGE IN TO REACH--THE ORETOWN GOSPEL CHURCH IS NOW THE ORETOWN
 RD1869'BIBLE CHURCH.  STATION NOT SUITABLE FOR SEA OR HI-FIX DUE TO
 RD1869'DIFFICULTY OF GETTING EQUIPMENT TO SITE.
 RD1869'
 RD1869'PREVIOUS DESCRIPTIONS BOOK 588 PP. 13,56.
 RD1869'
 RD1869'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RD1869'2.5 MI. S OF PACIFIC CITY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2408 ***********************************************************************
 RC2408  DESIGNATION -  BPA DOWNSTREAM TOWER 1
 RC2408  PID         -  RC2408
 RC2408  STATE/COUNTY-  OR/MULTNOMAH
 RC2408  USGS QUAD   -  BONNEVILLE DAM (1994)
 RC2408
 RC2408                         *CURRENT SURVEY CONTROL
 RC2408  ___________________________________________________________________
 RC2408* NAD 83(1991)-  45 38 22.19606(N)    121 56 57.68795(W)     ADJUSTED  
 RC2408* NAVD 88     -              **(meters)            **(feet)            
 RC2408  ___________________________________________________________________
 RC2408  LAPLACE CORR-           5.97  (seconds)                    DEFLEC99
 RC2408  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 RC2408  HORZ ORDER  -  THIRD
 RC2408
 RC2408.The horizontal coordinates were established by classical geodetic methods
 RC2408.and adjusted by the National Geodetic Survey in October 1991.
 RC2408
 RC2408
 RC2408.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2408
 RC2408.The geoid height was determined by GEOID03.
 RC2408
 RC2408;                    North         East     Units Scale Factor Converg.
 RC2408;SPC OR N     -   220,240.869 2,387,015.234   MT  0.99992832   -1 01 40.3
 RC2408;SPC OR N     -   722,575.03  7,831,414.81   iFT  0.99992832   -1 01 40.3
 RC2408;SPC WA S     -    35,069.160   387,001.832   MT  1.00004956   -1 03 10.1
 RC2408;SPC WA S     -   115,056.07  1,269,688.51   sFT  1.00004956   -1 03 10.1
 RC2408;UTM  10      - 5,054,531.382   581,880.279   MT  0.99968243   +0 45 04.3
 RC2408
 RC2408                          SUPERSEDED SURVEY CONTROL
 RC2408
 RC2408  NAD 83(1986)-  45 38 22.20568(N)    121 56 57.69575(W) AD(       ) 4
 RC2408  NAD 27      -  45 38 22.77600(N)    121 56 53.41700(W) AD(       ) 3
 RC2408
 RC2408.Superseded values are not recommended for survey control.
 RC2408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2408.See file dsdata.txt to determine how the superseded data were derived.
 RC2408
 RC2408_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER8188054531(NAD 83)
 RC2408_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RC2408+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2005
 RC2408
 RC2408  HISTORY     - Date     Condition        Report By
 RC2408  HISTORY     - 1957     MONUMENTED       CGS
 RC2408  HISTORY     - 1959     SEE DESCRIPTION  CGS
 RC2408  HISTORY     - 19950719 MARK NOT FOUND   USPSQD
 RC2408  HISTORY     - 20040726 GOOD             USPSQD
 RC2408  HISTORY     - 20050828 GOOD             USPSQD
 RC2408
 RC2408                          STATION DESCRIPTION
 RC2408
 RC2408'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JBW)
 RC2408'ON THE WEST SIDE OF BONNEVILLE DAM ON THE SOUTH SIDE OF THE
 RC2408'RIVER.  DESIGNATED AS DOWNSTREAM TOWER 1, BONNEVILLE-OREGON CITY
 RC2408'LINE.
 RC2408'
 RC2408'THE HEIGHT ABOVE THE GROUND IS 289 FEET.  THE POINT OBSERVED
 RC2408'UPON WAS THE OBSTRUCTION LIGHT ATOP THE TOWER.
 RC2408'
 RC2408'THIS TOWER IS THE HIGHER ONE OF TWO IN THE IMMEDIATE VICINITY.
 RC2408
 RC2408                          STATION RECOVERY (1959)
 RC2408
 RC2408'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LGT)
 RC2408'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 RC2408
 RC2408                          STATION RECOVERY (1995)
 RC2408
 RC2408'RECOVERY NOTE BY US POWER SQUADRON 1995
 RC2408'MARK NOT FOUND.
 RC2408
 RC2408                          STATION RECOVERY (2004)
 RC2408
 RC2408'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 RC2408'RECOVERED IN GOOD CONDITION.
 RC2408
 RC2408                          STATION RECOVERY (2005)
 RC2408
 RC2408'RECOVERY NOTE BY US POWER SQUADRON 2005 (SO)
 RC2408'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1524 ***********************************************************************
 RC1524  DESIGNATION -  BPA STA 14+04
 RC1524  PID         -  RC1524
 RC1524  STATE/COUNTY-  OR/MULTNOMAH
 RC1524  USGS QUAD   -  BONNEVILLE DAM (1994)
 RC1524
 RC1524                         *CURRENT SURVEY CONTROL
 RC1524  ___________________________________________________________________
 RC1524* NAD 83(1986)-  45 38 17.     (N)    121 56 48.     (W)     SCALED    
 RC1524* NAVD 88     -        26.973  (meters)      88.49   (feet)  ADJUSTED  
 RC1524  ___________________________________________________________________
 RC1524  GEOID HEIGHT-         -21.82  (meters)                     GEOID03
 RC1524  DYNAMIC HT  -          26.972 (meters)      88.49  (feet)  COMP
 RC1524  MODELED GRAV-     980,577.3   (mgal)                       NAVD 88
 RC1524
 RC1524  VERT ORDER  -  FIRST     CLASS II
 RC1524
 RC1524.The horizontal coordinates were scaled from a topographic map and have
 RC1524.an estimated accuracy of +/- 6 seconds.
 RC1524
 RC1524.The orthometric height was determined by differential leveling
 RC1524.and adjusted in June 1991.
 RC1524
 RC1524.The geoid height was determined by GEOID03.
 RC1524
 RC1524.The dynamic height is computed by dividing the NAVD 88
 RC1524.geopotential number by the normal gravity value computed on the
 RC1524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1524.degrees latitude (g = 980.6199 gals.).
 RC1524
 RC1524.The modeled gravity was interpolated from observed gravity values.
 RC1524
 RC1524;                    North         East    Units  Estimated Accuracy
 RC1524;SPC OR N     -   220,080.    2,387,220.      MT  (+/- 180 meters Scaled)
 RC1524
 RC1524                          SUPERSEDED SURVEY CONTROL
 RC1524
 RC1524  NGVD 29 (??/??/92)   25.954  (m)           85.15   (f) ADJ UNCH    1 2
 RC1524
 RC1524.Superseded values are not recommended for survey control.
 RC1524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1524.See file dsdata.txt to determine how the superseded data were derived.
 RC1524
 RC1524_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER820543(NAD 83)
 RC1524_MARKER: DD = SURVEY DISK
 RC1524_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RC1524_SP_SET: PLATFORM
 RC1524_STAMPING: 55.855 LT STA 14+04.919 EL 84.919
 RC1524_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC1524
 RC1524  HISTORY     - Date     Condition        Report By
 RC1524  HISTORY     - UNK      MONUMENTED       BPA
 RC1524  HISTORY     - 1941     GOOD             NGS
 RC1524  HISTORY     - 20040811 MARK NOT FOUND   USPSQD
 RC1524
 RC1524                          STATION DESCRIPTION
 RC1524
 RC1524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 RC1524'IN BONNEVILLE.
 RC1524'SOUTH OF BONNEVILLE POWERHOUSE.  ABOUT MIDWAY BETWEEN NORTH AND SOUTH
 RC1524'SIDES OF PLATFORM ABOVE SOUTH SIDE OF LOCKS.  ABOUT 15 FEET EAST OF
 RC1524'BASE OF CRANE, IN CONCRETE FLOOR OF PLATFORM.
 RC1524
 RC1524                          STATION RECOVERY (2004)
 RC1524
 RC1524'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 RC1524'UNABLE TO CONFIRM AS THE AREA HAS A TEMP CONSTRUCTION TRAILER SITTING
 RC1524'ON THE EXACT LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2412 ***********************************************************************
 RC2412  DESIGNATION -  BPA UPSTREAM TOWER B 4
 RC2412  PID         -  RC2412
 RC2412  STATE/COUNTY-  OR/MULTNOMAH
 RC2412  USGS QUAD   -  BONNEVILLE DAM (1994)
 RC2412
 RC2412                         *CURRENT SURVEY CONTROL
 RC2412  ___________________________________________________________________
 RC2412* NAD 83(1991)-  45 38 35.48460(N)    121 57 04.41650(W)     ADJUSTED  
 RC2412* NAVD 88     -              **(meters)            **(feet)            
 RC2412  ___________________________________________________________________
 RC2412  LAPLACE CORR-           4.18  (seconds)                    DEFLEC99
 RC2412  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 RC2412  HORZ ORDER  -  THIRD
 RC2412
 RC2412.The horizontal coordinates were established by classical geodetic methods
 RC2412.and adjusted by the National Geodetic Survey in October 1991.
 RC2412
 RC2412
 RC2412.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2412
 RC2412.The geoid height was determined by GEOID03.
 RC2412
 RC2412;                    North         East     Units Scale Factor Converg.
 RC2412;SPC OR N     -   220,653.652 2,386,876.917   MT  0.99992885   -1 01 45.1
 RC2412;SPC OR N     -   723,929.30  7,830,961.01   iFT  0.99992885   -1 01 45.1
 RC2412;SPC WA S     -    35,482.053   386,863.678   MT  1.00004852   -1 03 15.0
 RC2412;SPC WA S     -   116,410.70  1,269,235.25   sFT  1.00004852   -1 03 15.0
 RC2412;UTM  10      - 5,054,939.571   581,729.251   MT  0.99968212   +0 44 59.7
 RC2412
 RC2412                          SUPERSEDED SURVEY CONTROL
 RC2412
 RC2412  NAD 83(1986)-  45 38 35.49418(N)    121 57 04.42430(W) AD(       ) 4
 RC2412  NAD 27      -  45 38 36.06400(N)    121 57 00.14500(W) AD(       ) 3
 RC2412
 RC2412.Superseded values are not recommended for survey control.
 RC2412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2412.See file dsdata.txt to determine how the superseded data were derived.
 RC2412
 RC2412_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER8172954940(NAD 83)
 RC2412_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RC2412+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2005
 RC2412
 RC2412  HISTORY     - Date     Condition        Report By
 RC2412  HISTORY     - 1957     MONUMENTED       CGS
 RC2412  HISTORY     - 19950719 GOOD             USPSQD
 RC2412  HISTORY     - 20040726 GOOD             USPSQD
 RC2412  HISTORY     - 20050828 GOOD             USPSQD
 RC2412
 RC2412                          STATION DESCRIPTION
 RC2412
 RC2412'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JBW)
 RC2412'DESIGNATED AS BRADFORD ISLAND CROSSING TOWERS ON THE ISLAND WEST
 RC2412'OF BONNEVILLE DAM.  THERE ARE FOUR HUGE TOWERS, ALL THE SAME
 RC2412'HEIGHT, IN LINE FROM SOUTHWEST TO NORTHEAST, WITH THE NORTHEASTERLY
 RC2412'ONE OF THE FOUR BEING KNOWN AS UPSTREAM TOWER B4.
 RC2412'
 RC2412'THE SOUTHERN ONE OF THE TWO OBSTRUCTION LIGHTS ATOP THE
 RC2412'NORTHEAST TOWER WAS OBSERVED UPON.
 RC2412'
 RC2412'THE HEIGHT ABOVE THE GROUND IS 379 FEET.
 RC2412
 RC2412                          STATION RECOVERY (1995)
 RC2412
 RC2412'RECOVERY NOTE BY US POWER SQUADRON 1995
 RC2412'RECOVERED IN GOOD CONDITION.
 RC2412
 RC2412                          STATION RECOVERY (2004)
 RC2412
 RC2412'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 RC2412'RECOVERED IN GOOD CONDITION.
 RC2412
 RC2412                          STATION RECOVERY (2005)
 RC2412
 RC2412'RECOVERY NOTE BY US POWER SQUADRON 2005 (SO)
 RC2412'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2429 ***********************************************************************
 RC2429  DESIGNATION -  BPA UPSTREAM TOWER 1
 RC2429  PID         -  RC2429
 RC2429  STATE/COUNTY-  OR/MULTNOMAH
 RC2429  USGS QUAD   -  BONNEVILLE DAM (1994)
 RC2429
 RC2429                         *CURRENT SURVEY CONTROL
 RC2429  ___________________________________________________________________
 RC2429* NAD 83(1991)-  45 38 21.28101(N)    121 56 54.83100(W)     ADJUSTED  
 RC2429* NAVD 88     -              **(meters)            **(feet)            
 RC2429  ___________________________________________________________________
 RC2429  LAPLACE CORR-           6.11  (seconds)                    DEFLEC99
 RC2429  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 RC2429  HORZ ORDER  -  THIRD
 RC2429
 RC2429.The horizontal coordinates were established by classical geodetic methods
 RC2429.and adjusted by the National Geodetic Survey in October 1991.
 RC2429
 RC2429
 RC2429.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2429
 RC2429.The geoid height was determined by GEOID03.
 RC2429
 RC2429;                    North         East     Units Scale Factor Converg.
 RC2429;SPC OR N     -   220,211.516 2,387,076.586   MT  0.99992828   -1 01 38.3
 RC2429;SPC OR N     -   722,478.73  7,831,616.10   iFT  0.99992828   -1 01 38.3
 RC2429;SPC WA S     -    35,039.776   387,063.178   MT  1.00004964   -1 03 08.0
 RC2429;SPC WA S     -   114,959.67  1,269,889.78   sFT  1.00004964   -1 03 08.0
 RC2429;UTM  10      - 5,054,503.954   581,942.497   MT  0.99968255   +0 45 06.4
 RC2429
 RC2429                          SUPERSEDED SURVEY CONTROL
 RC2429
 RC2429  NAD 83(1986)-  45 38 21.29063(N)    121 56 54.83882(W) AD(       ) 4
 RC2429  NAD 27      -  45 38 21.86100(N)    121 56 50.56000(W) AD(       ) 3
 RC2429
 RC2429.Superseded values are not recommended for survey control.
 RC2429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2429.See file dsdata.txt to determine how the superseded data were derived.
 RC2429
 RC2429_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER8194254504(NAD 83)
 RC2429_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RC2429+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2005
 RC2429
 RC2429  HISTORY     - Date     Condition        Report By
 RC2429  HISTORY     - 1957     MONUMENTED       CGS
 RC2429  HISTORY     - 19950719 GOOD             USPSQD
 RC2429  HISTORY     - 20040726 GOOD             USPSQD
 RC2429  HISTORY     - 20050828 GOOD             USPSQD
 RC2429
 RC2429                          STATION DESCRIPTION
 RC2429
 RC2429'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JBW)
 RC2429'ON THE WEST SIDE OF BONNEVILLE DAM ON THE SOUTH SIDE OF THE
 RC2429'RIVER.  DESIGNATED AS UPSTREAM TOWER 1, BONNEVILLE-THE DALLES
 RC2429'LINE.
 RC2429'
 RC2429'THE HEIGHT ABOVE THE GROUND IS 240 FEET.  THE POINT OBSERVED
 RC2429'UPON WAS THE CENTER TOP OF THE TOWER.
 RC2429'
 RC2429'THIS TOWER IS THE LOWER ONE OF TWO IN THE IMMEDIATE VICINITY.
 RC2429
 RC2429                          STATION RECOVERY (1995)
 RC2429
 RC2429'RECOVERY NOTE BY US POWER SQUADRON 1995
 RC2429'RECOVERED IN GOOD CONDITION.
 RC2429
 RC2429                          STATION RECOVERY (2004)
 RC2429
 RC2429'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 RC2429'RECOVERED IN GOOD CONDITION.
 RC2429
 RC2429                          STATION RECOVERY (2005)
 RC2429
 RC2429'RECOVERY NOTE BY US POWER SQUADRON 2005 (SO)
 RC2429'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0503 ***********************************************************************
 QD0503  DESIGNATION -  BR 208
 QD0503  PID         -  QD0503
 QD0503  STATE/COUNTY-  OR/JEFFERSON
 QD0503  USGS QUAD   -  GATEWAY (1993)
 QD0503
 QD0503                         *CURRENT SURVEY CONTROL
 QD0503  ___________________________________________________________________
 QD0503* NAD 83(1986)-  44 45 56.     (N)    121 03 04.     (W)     SCALED    
 QD0503* NAVD 88     -       568.843  (meters)    1866.28   (feet)  ADJUSTED  
 QD0503  ___________________________________________________________________
 QD0503  GEOID HEIGHT-         -21.36  (meters)                     GEOID03
 QD0503  DYNAMIC HT  -         568.712 (meters)    1865.85  (feet)  COMP
 QD0503  MODELED GRAV-     980,370.6   (mgal)                       NAVD 88
 QD0503
 QD0503  VERT ORDER  -  SECOND    CLASS 0
 QD0503
 QD0503.The horizontal coordinates were scaled from a topographic map and have
 QD0503.an estimated accuracy of +/- 6 seconds.
 QD0503
 QD0503.The orthometric height was determined by differential leveling
 QD0503.and adjusted in June 1991.
 QD0503
 QD0503.The geoid height was determined by GEOID03.
 QD0503
 QD0503.The dynamic height is computed by dividing the NAVD 88
 QD0503.geopotential number by the normal gravity value computed on the
 QD0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0503.degrees latitude (g = 980.6199 gals.).
 QD0503
 QD0503.The modeled gravity was interpolated from observed gravity values.
 QD0503
 QD0503;                    North         East    Units  Estimated Accuracy
 QD0503;SPC OR N     -   122,260.    2,456,370.      MT  (+/- 180 meters Scaled)
 QD0503
 QD0503                          SUPERSEDED SURVEY CONTROL
 QD0503
 QD0503  NGVD 29 (??/??/92)  567.761  (m)         1862.73   (f) ADJ UNCH    2 0
 QD0503
 QD0503.Superseded values are not recommended for survey control.
 QD0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0503.See file dsdata.txt to determine how the superseded data were derived.
 QD0503
 QD0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ542587(NAD 83)
 QD0503_MARKER: DD = SURVEY DISK
 QD0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD0503_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QD0503_STAMPING: B R 208
 QD0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0503+STABILITY: SURFACE MOTION
 QD0503
 QD0503  HISTORY     - Date     Condition        Report By
 QD0503  HISTORY     - 1938     MONUMENTED       BOR
 QD0503  HISTORY     - 1942     GOOD             NGS
 QD0503
 QD0503                          STATION DESCRIPTION
 QD0503
 QD0503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 QD0503'2.2 MI E FROM GATEWAY.
 QD0503'ALONG THE LYLE GAP ROAD FROM THE RAILROAD STATION, 32 FEET EAST OF THE
 QD0503'CENTERLINE OF THE LYLE GAP ROAD, 30 FEET NORTH OF THE CENTERLINE OF A
 QD0503'ROAD LEADING EAST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0506 ***********************************************************************
 QD0506  DESIGNATION -  BR 309
 QD0506  PID         -  QD0506
 QD0506  STATE/COUNTY-  OR/JEFFERSON
 QD0506  USGS QUAD   -  CULVER (1992)
 QD0506
 QD0506                         *CURRENT SURVEY CONTROL
 QD0506  ___________________________________________________________________
 QD0506* NAD 83(1986)-  44 35 33.     (N)    121 09 36.     (W)     SCALED    
 QD0506* NAVD 88     -       763.746  (meters)    2505.72   (feet)  ADJUSTED  
 QD0506  ___________________________________________________________________
 QD0506  GEOID HEIGHT-         -21.29  (meters)                     GEOID03
 QD0506  DYNAMIC HT  -         763.544 (meters)    2505.06  (feet)  COMP
 QD0506  MODELED GRAV-     980,328.3   (mgal)                       NAVD 88
 QD0506
 QD0506  VERT ORDER  -  SECOND    CLASS 0
 QD0506
 QD0506.The horizontal coordinates were scaled from a topographic map and have
 QD0506.an estimated accuracy of +/- 6 seconds.
 QD0506
 QD0506.The orthometric height was determined by differential leveling
 QD0506.and adjusted in June 1991.
 QD0506
 QD0506.The geoid height was determined by GEOID03.
 QD0506
 QD0506.The dynamic height is computed by dividing the NAVD 88
 QD0506.geopotential number by the normal gravity value computed on the
 QD0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0506.degrees latitude (g = 980.6199 gals.).
 QD0506
 QD0506.The modeled gravity was interpolated from observed gravity values.
 QD0506
 QD0506;                    North         East    Units  Estimated Accuracy
 QD0506;SPC OR N     -   103,100.    2,447,600.      MT  (+/- 180 meters Scaled)
 QD0506
 QD0506                          SUPERSEDED SURVEY CONTROL
 QD0506
 QD0506  NGVD 29 (??/??/92)  762.659  (m)         2502.16   (f) ADJ UNCH    2 0
 QD0506
 QD0506.Superseded values are not recommended for survey control.
 QD0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0506.See file dsdata.txt to determine how the superseded data were derived.
 QD0506
 QD0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ460393(NAD 83)
 QD0506_MARKER: DD = SURVEY DISK
 QD0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD0506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QD0506_STAMPING: BR 309 1938
 QD0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0506+STABILITY: SURFACE MOTION
 QD0506
 QD0506  HISTORY     - Date     Condition        Report By
 QD0506  HISTORY     - 1938     MONUMENTED       BOR
 QD0506  HISTORY     - 1942     GOOD             NGS
 QD0506
 QD0506                          STATION DESCRIPTION
 QD0506
 QD0506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 QD0506'1.2 MI SE FROM METOLIUS.
 QD0506'ALONG OREGON STATE HIGHWAY NO. 27 FROM THE RAILROAD STATION, 36 FEET
 QD0506'SOUTHEAST OF THE CENTERLINE OF THE ROAD LEADING TO METOLIUS, 27 FEET
 QD0506'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 7 FEET SOUTHEAST OF A
 QD0506'GATE, A WITNESS POST HAS BEEN SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0261 ***********************************************************************
 PA0261  DESIGNATION -  BR 313
 PA0261  PID         -  PA0261
 PA0261  STATE/COUNTY-  OR/HARNEY
 PA0261  USGS QUAD   -  BARTLETT MTN (1977)
 PA0261
 PA0261                         *CURRENT SURVEY CONTROL
 PA0261  ___________________________________________________________________
 PA0261* NAD 83(1986)-  43 44 57.     (N)    118 29 25.     (W)     SCALED    
 PA0261* NAVD 88     -      1130.287  (meters)    3708.28   (feet)  ADJUSTED  
 PA0261  ___________________________________________________________________
 PA0261  GEOID HEIGHT-         -18.44  (meters)                     GEOID03
 PA0261  DYNAMIC HT  -        1129.791 (meters)    3706.66  (feet)  COMP
 PA0261  MODELED GRAV-     980,141.6   (mgal)                       NAVD 88
 PA0261
 PA0261  VERT ORDER  -  FIRST     CLASS II
 PA0261
 PA0261.The horizontal coordinates were scaled from a topographic map and have
 PA0261.an estimated accuracy of +/- 6 seconds.
 PA0261
 PA0261.The orthometric height was determined by differential leveling
 PA0261.and adjusted in June 1991.
 PA0261
 PA0261.The geoid height was determined by GEOID03.
 PA0261
 PA0261.The dynamic height is computed by dividing the NAVD 88
 PA0261.geopotential number by the normal gravity value computed on the
 PA0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0261.degrees latitude (g = 980.6199 gals.).
 PA0261
 PA0261.The modeled gravity was interpolated from observed gravity values.
 PA0261
 PA0261;                    North         East    Units  Estimated Accuracy
 PA0261;SPC OR S     -   233,280.    1,661,850.      MT  (+/- 180 meters Scaled)
 PA0261
 PA0261                          SUPERSEDED SURVEY CONTROL
 PA0261
 PA0261  NGVD 29 (??/??/92) 1129.153  (m)         3704.56   (f) ADJ UNCH    1 2
 PA0261
 PA0261.Superseded values are not recommended for survey control.
 PA0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0261.See file dsdata.txt to determine how the superseded data were derived.
 PA0261
 PA0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ800450(NAD 83)
 PA0261_MARKER: DD = SURVEY DISK
 PA0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PA0261_STAMPING: B R 313 1934
 PA0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0261+STABILITY: SURFACE MOTION
 PA0261
 PA0261  HISTORY     - Date     Condition        Report By
 PA0261  HISTORY     - 1934     MONUMENTED       ORDT
 PA0261  HISTORY     - 1943     GOOD             NGS
 PA0261  HISTORY     - 1968     MARK NOT FOUND   USGS
 PA0261
 PA0261                          STATION DESCRIPTION
 PA0261
 PA0261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PA0261'23.9 MI W FROM JUNTURA.
 PA0261'ALONG U.S. HIGHWAY 20, 23.9 MILES WEST OF JUNTURA AND 34.30 MILES EAST
 PA0261'OF THE POST OFFICE AT BURNS, 93 FEET WEST OF HIGHWAY MILE POST 166, 51
 PA0261'FEET NORTHWEST OF THE HIGHWAY CENTER LINE AND 1.6 FEET SOUTHEAST OF A
 PA0261'REFERENCE POST.  NOTE-- BULLSOZER WORK IN THE IMMEDIATE AREW THAT
 PA0261'DESCRIPTION CALLS FOR, NO REMAINS OF MARK COULD BE FOUND.
 PA0261
 PA0261                          STATION RECOVERY (1968)
 PA0261
 PA0261'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 PA0261'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0509 ***********************************************************************
 QD0509  DESIGNATION -  BR 353
 QD0509  PID         -  QD0509
 QD0509  STATE/COUNTY-  OR/JEFFERSON
 QD0509  USGS QUAD   -  CULVER (1992)
 QD0509
 QD0509                         *CURRENT SURVEY CONTROL
 QD0509  ___________________________________________________________________
 QD0509* NAD 83(1986)-  44 33 50.     (N)    121 09 34.     (W)     SCALED    
 QD0509* NAVD 88     -       794.649  (meters)    2607.11   (feet)  ADJUSTED  
 QD0509  ___________________________________________________________________
 QD0509  GEOID HEIGHT-         -21.21  (meters)                     GEOID03
 QD0509  DYNAMIC HT  -         794.437 (meters)    2606.42  (feet)  COMP
 QD0509  MODELED GRAV-     980,324.5   (mgal)                       NAVD 88
 QD0509
 QD0509  VERT ORDER  -  SECOND    CLASS 0
 QD0509
 QD0509.The horizontal coordinates were scaled from a topographic map and have
 QD0509.an estimated accuracy of +/- 6 seconds.
 QD0509
 QD0509.The orthometric height was determined by differential leveling
 QD0509.and adjusted in June 1991.
 QD0509
 QD0509.The geoid height was determined by GEOID03.
 QD0509
 QD0509.The dynamic height is computed by dividing the NAVD 88
 QD0509.geopotential number by the normal gravity value computed on the
 QD0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0509.degrees latitude (g = 980.6199 gals.).
 QD0509
 QD0509.The modeled gravity was interpolated from observed gravity values.
 QD0509
 QD0509;                    North         East    Units  Estimated Accuracy
 QD0509;SPC OR N     -    99,920.    2,447,620.      MT  (+/- 180 meters Scaled)
 QD0509
 QD0509                          SUPERSEDED SURVEY CONTROL
 QD0509
 QD0509  NGVD 29 (??/??/92)  793.563  (m)         2603.55   (f) ADJ UNCH    2 0
 QD0509
 QD0509.Superseded values are not recommended for survey control.
 QD0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0509.See file dsdata.txt to determine how the superseded data were derived.
 QD0509
 QD0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ461361(NAD 83)
 QD0509_MARKER: DD = SURVEY DISK
 QD0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD0509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QD0509_STAMPING: BR 353 1938
 QD0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0509+STABILITY: SURFACE MOTION
 QD0509
 QD0509  HISTORY     - Date     Condition        Report By
 QD0509  HISTORY     - 1938     MONUMENTED       BOR
 QD0509  HISTORY     - 1942     GOOD             NGS
 QD0509  HISTORY     - 1961     MARK NOT FOUND   NGS
 QD0509
 QD0509                          STATION DESCRIPTION
 QD0509
 QD0509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 QD0509'3.2 MI SE FROM METOLIUS.
 QD0509'ALONG OREGON STATE HIGHWAY NO. 27 FROM THE RAILROAD STATION, 84 FEET
 QD0509'NORTHWEST OF AN UNPAINTED SHED, 18 FEET EAST OF THE CENTERLINE OF THE
 QD0509'HIGHWAY, A WITNESS POST HAS BEEN SET.
 QD0509
 QD0509                          STATION RECOVERY (1961)
 QD0509
 QD0509'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 QD0509'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1670 ***********************************************************************
 SC1670  DESIGNATION -  BRADBURY RESET
 SC1670  PID         -  SC1670
 SC1670  STATE/COUNTY-  OR/COLUMBIA
 SC1670  USGS QUAD   -  OAK POINT (1985)
 SC1670
 SC1670                         *CURRENT SURVEY CONTROL
 SC1670  ___________________________________________________________________
 SC1670* NAD 83(1991)-  46 09 09.65604(N)    123 09 20.22605(W)     ADJUSTED  
 SC1670* NAVD 88     -        31.     (meters)     102.     (feet)  SCALED    
 SC1670  ___________________________________________________________________
 SC1670  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 SC1670  GEOID HEIGHT-         -20.99  (meters)                     GEOID03
 SC1670  HORZ ORDER  -  SECOND
 SC1670
 SC1670.The horizontal coordinates were established by classical geodetic methods
 SC1670.and adjusted by the National Geodetic Survey in October 1991.
 SC1670
 SC1670.The orthometric height was scaled from a topographic map.
 SC1670
 SC1670.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1670
 SC1670.The geoid height was determined by GEOID03.
 SC1670
 SC1670;                    North         East     Units Scale Factor Converg.
 SC1670;SPC OR N     -   279,637.580 2,294,881.838   MT  1.00004242   -1 52 60.0
 SC1670;SPC OR N     -   917,446.13  7,529,139.89   iFT  1.00004242   -1 52 60.0
 SC1670;SPC WA S     -    94,523.237   294,904.064   MT  0.99994291   -1 55 44.5
 SC1670;SPC WA S     -   310,114.99    967,531.08   sFT  0.99994291   -1 55 44.5
 SC1670;UTM  10      - 5,111,023.532   487,983.299   MT  0.99960178   -0 06 44.0
 SC1670
 SC1670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1670!SPC OR N     -   0.99999843  x   1.00004242  =   1.00004085
 SC1670!SPC WA S     -   0.99999843  x   0.99994291  =   0.99994134
 SC1670!UTM  10      -   0.99999843  x   0.99960178  =   0.99960021
 SC1670
 SC1670:                Primary Azimuth Mark                     Grid Az
 SC1670:SPC OR N     -  BEAVER ARMY TERMINAL TANK                002 25 52.2
 SC1670:SPC WA S     -  BEAVER ARMY TERMINAL TANK                002 28 36.7
 SC1670:UTM  10      -  BEAVER ARMY TERMINAL TANK                000 39 36.2
 SC1670
 SC1670|---------------------------------------------------------------------|
 SC1670| PID    Reference Object                     Distance      Geod. Az  |
 SC1670|                                                           dddmmss.s |
 SC1670| SC1716 BEAVER ARMY TERMINAL TANK           APPROX. 1.8 KM 0003252.2 |
 SC1670| CE2968 BRADBURY RM 1                         4.805 METERS 12530     |
 SC1670| CE2969 BRADBURY RM 2                         8.234 METERS 19756     |
 SC1670| CE2970 BRADBURY RM 3                        10.060 METERS 24303     |
 SC1670| SC1672 PEPPERMINT STILL STACK              380.602 METERS 27109     |
 SC1670| SC1698 STACK                               APPROX. 1.8 KM 2781000.9 |
 SC1670| CE2971 BRADBURY RM 4                         9.570 METERS 33733     |
 SC1670|---------------------------------------------------------------------|
 SC1670
 SC1670                          SUPERSEDED SURVEY CONTROL
 SC1670
 SC1670  NAD 83(1986)-  46 09 09.67258(N)    123 09 20.22298(W) AD(       ) 2
 SC1670  NAD 27      -  46 09 10.27091(N)    123 09 15.79908(W) AD(       ) 2
 SC1670
 SC1670.Superseded values are not recommended for survey control.
 SC1670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1670.See file dsdata.txt to determine how the superseded data were derived.
 SC1670
 SC1670_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS8798311024(NAD 83)
 SC1670_MARKER: DS = TRIANGULATION STATION DISK
 SC1670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC1670_STAMPING: BRADBURY 1873 1967
 SC1670_MAGNETIC: N = NO MAGNETIC MATERIAL
 SC1670_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC1670
 SC1670  HISTORY     - Date     Condition        Report By
 SC1670  HISTORY     - 1967     MONUMENTED       CGS
 SC1670  HISTORY     - 1980     GOOD             NGS
 SC1670  HISTORY     - 1981     GOOD             WADNR
 SC1670
 SC1670                          STATION DESCRIPTION
 SC1670
 SC1670'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JCL)
 SC1670'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 SC1670'WERE RECOVERED IN GOOD CONDITION.
 SC1670'
 SC1670'THE PROPERTY OWNER, MR. EDWARD SIRNIO, WISHED TO TAKE A PORTION
 SC1670'OF EARTH OFF THE TOP OF THE STATION KNOLL TO LEVEL AND LANDSCAPE
 SC1670'HIS PROPERTY.  TO PRESERVE THE DATA THE STATION MARK WAS LOWERED
 SC1670'PRECISELY IN THE SAME POSITION.  REFERENCE MARK NO. 3 AND
 SC1670'REFERENCE MARK NO. 4 WERE ESTABLISHED.  THE FOLLOWING IS A NEW AND
 SC1670'COMPLETE DESCRIPTION.
 SC1670'
 SC1670'THE STATION IS 4-1/2 MILES NORTHEAST OF CLATSKANIE AND 1 MILE SOUTH
 SC1670'OF THE BEAVER ARMY TERMINAL ON LAND OWNED BY MR. EDWARD SIRNIO.
 SC1670'
 SC1670'TO REACH THE STATION FROM THE POST OFFICE IN CLATSKANIE, CROSS
 SC1670'U.S. HIGHWAY 30 AND GO NORTHEAST ON THE CLATSKANIE-MAYGER HIGHWAY
 SC1670'FOR 4.2 MILES TO THE VILLAGE OF QUINCY, CONTINUE NORTHEAST ON THE
 SC1670'HIGHWAY FOR 0.7 MILE TO A DRIVEWAY ON THE RIGHT, TURN RIGHT ON THE
 SC1670'DRIVEWAY AND GO SOUTHEAST FOR 0.05 MILE TO THE RESIDENCE AND
 SC1670'STATION.
 SC1670'
 SC1670'THE STATION MARK, STAMPED BRADBURY 1873 1967, IS A STANDARD DISK
 SC1670'SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4
 SC1670'INCHES.  IT IS 75 FEET WEST OF THE NORTHWEST CORNER OF THE
 SC1670'RESIDENCE, 35 FEET NORTHWEST OF A TELEPHONE POLE WITH A WITNESS
 SC1670'SIGN NAILED ON IT AND 25 FEET EAST OF THE WEST EDGE OF THE YARD
 SC1670'WHERE IT DESCENDS RAPIDLY TO THE HIGHWAY.  (NOTE 1A AND 7A)
 SC1670'
 SC1670'REFERENCE MARK NO. 3, STAMPED BRADBURY NO 3 1873 1967, IS A
 SC1670'STANDARD DISK SET IN CONCRETE IN THE TOP OF A 4-INCH CAST-IRON
 SC1670'PIPE THAT PROJECTS 8 INCHES, 37 FEET WEST-NORTHWEST OF THE
 SC1670'TELEPHONE POLE, 3 FEET EAST OF THE WEST EDGE OF THE YARD AND AT
 SC1670'STATION ELEVATION.
 SC1670'
 SC1670'REFERENCE MARK NO. 4, STAMPED BRADBURY NO 4 1873 1967, IS A
 SC1670'STANDARD DISK SET IN CONCRETE IN THE TOP OF A 4-INCH CAST-IRON
 SC1670'PIPE THAT PROJECTS 8 INCHES, 97 FEET NORTHWEST OF THE NORTHWEST
 SC1670'CORNER OF THE RESIDENCE, 3 FEET EAST OF THE WEST EDGE OF THE YARD
 SC1670'AND AT STATION ELEVATION.
 SC1670'
 SC1670'THE DISTANCE BETWEEN R.M. NO. 3 AND R.M. NO. 4 IS 47.29 FEET.
 SC1670'
 SC1670'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SC1670'4-1/2 MILES NORTHEAST.
 SC1670
 SC1670                          STATION RECOVERY (1980)
 SC1670
 SC1670'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 SC1670'THE STATION AND REFERENCE MARK 4 WERE RECOVERED IN GOOD
 SC1670'CONDITION.  REFERENCE MARK 3 WAS FOUND OUT OF THE GROUND.  THE PIPE
 SC1670'THAT HELD RM 3 WAS TURNED END FOR END AND ANOTHER REFERENCE MARK
 SC1670'DISK SET IN.  THE PIPE WAS THEN SET IN CONCRETE.
 SC1670'
 SC1670'THE STATION IS LOCATED ABOUT 4.5 MILES NE OF CLATSKANIE, 1 MILE SOUTH
 SC1670'OF PORT WESTWARD AND ABOUT 3/4 MILE NE OF QUINCY ON PROPERTY OWNED BY
 SC1670'MR. EDWARD SIRNIO AND IN THE APPROXIMATE CENTER OF A LEVELED OFF AREA
 SC1670'USED FOR SMALL MACHINERY STORAGE, ON THE WEST SIDE OF THE RESIDENCE.
 SC1670'
 SC1670'TO REACH THE STATION FROM THE INTERSECTION OF MAYGER ROAD AND HERMO
 SC1670'RD IN QUINCY, GO NORTHEASTERLY ON MAYGER ROAD FOR 0.75 TO KOLA ROAD
 SC1670'ON THE RIGHT.  TURN RIGHT AND GO 0.05 MILE TO THE SIRNIO RESIDENCE
 SC1670'AND THE STATION ON THE RIGHT.
 SC1670'
 SC1670'THE STATION IS A STANDARD US COAST AND GEODETIC SURVEY (NOW NOS) DISK
 SC1670'STAMPED---BRADBURY 1873 1967---SET INTO THE TOP OF A SQUARE
 SC1670'CONCRETE MONUMENT 25 CM (10 INCHES) ON SIDE PROJECTING 5 CM (2
 SC1670'INCHES) ABOVE THE GROUND LOCATED 30.5 METERS (100 FEET) SE FROM THE
 SC1670'CENTERLINE OF MAYGER ROAD AND 50 FEET HIGHER, 22.89 METERS (75.1
 SC1670'FEET) W FROM THE NW CORNER OF THE SIRNIO RESIDENCE, 9.81 METERS (32.2
 SC1670'FEET) S FROM A METAL WITNESS POST, AND 7.92 METERS (26.0 FEET) SE
 SC1670'FROM THE TOP EDGE OF THE BLUFF OVERLOOKING THE HIGHWAY.
 SC1670'
 SC1670'REFERENCE MARK NO. 4 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 SC1670'NOS) DISK STAMPED---BRADBURY 1873 NO 4 1967---SET INTO THE TOP OF A
 SC1670'METAL PIPE 10 CM (4 INCHES) IN DIAMETER PROJECTING 25 CM (10 INCHES)
 SC1670'ABOVE THE GROUND LOCATED 0.30 METER (1.0 FOOT) SE FROM THE TOP EDGE
 SC1670'OF THE BLUFF, 0.30 METER (1.0 FOOT) SW FROM A METAL WITNESS POST, AND
 SC1670'1/2 FOOT LOWER THAN THE STATION.
 SC1670'
 SC1670'REFERENCE MARK NO. 5 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 SC1670'STAMPED---BRADBURY 1873 NO 5 1980---SET INTO THE TOP OF A METAL
 SC1670'PIPE 10 CM (4 INCHES) IN DIAMETER PROJECTING 20 CM (8 INCHES) ABOVE
 SC1670'THE GROUND LOCATED 14.63 METERS (48.0 FEET) SW FROM A METAL WITNESS
 SC1670'POST, 0.91 METER (3.0 FEET) SE FROM THE TOP EDGE OF THE BLUFF, AND
 SC1670'1/2 FOOT LOWER THAN THE STATION.
 SC1670
 SC1670                          STATION RECOVERY (1981)
 SC1670
 SC1670'RECOVERY NOTE BY WA DEPT OF NAT RES 1981 (TL)
 SC1670'BRADBURY 1873 1967 RECOVERED GOOD.
 SC1670'
 SC1670'BRADBURY NO 4 1873 1967 RECOVERED GOOD.
 SC1670'
 SC1670'BRADBURY NO 5 1873 1980 RECOVERED GOOD.
 SC1670'
 SC1670'DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES NE OF CLATSKANIC,
 SC1670'OREGON.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2442 ***********************************************************************
 RC2442  DESIGNATION -  BRADFORD
 RC2442  PID         -  RC2442
 RC2442  STATE/COUNTY-  OR/MULTNOMAH
 RC2442  USGS QUAD   -  BONNEVILLE DAM (1994)
 RC2442
 RC2442                         *CURRENT SURVEY CONTROL
 RC2442  ___________________________________________________________________
 RC2442* NAD 83(1991)-  45 38 07.70271(N)    121 55 49.99886(W)     ADJUSTED  
 RC2442* NAVD 88     -       318.     (meters)    1043.     (feet)  SCALED    
 RC2442  ___________________________________________________________________
 RC2442  LAPLACE CORR-           7.60  (seconds)                    DEFLEC99
 RC2442  GEOID HEIGHT-         -21.77  (meters)                     GEOID03
 RC2442  HORZ ORDER  -  THIRD
 RC2442
 RC2442.The horizontal coordinates were established by classical geodetic methods
 RC2442.and adjusted by the National Geodetic Survey in October 1991.
 RC2442
 RC2442.The orthometric height was scaled from a topographic map.
 RC2442
 RC2442.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2442
 RC2442.The geoid height was determined by GEOID03.
 RC2442
 RC2442;                    North         East     Units Scale Factor Converg.
 RC2442;SPC OR N     -   219,767.388 2,388,472.910   MT  0.99992774   -1 00 52.3
 RC2442;SPC OR N     -   721,021.61  7,836,197.21   iFT  0.99992774   -1 00 52.3
 RC2442;SPC WA S     -    34,594.990   388,459.480   MT  1.00005071   -1 02 20.9
 RC2442;SPC WA S     -   113,500.40  1,274,470.81   sFT  1.00005071   -1 02 20.9
 RC2442;UTM  10      - 5,054,103.489   583,351.592   MT  0.99968541   +0 45 52.5
 RC2442
 RC2442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2442!SPC OR N     -   0.99995356  x   0.99992774  =   0.99988130
 RC2442!SPC WA S     -   0.99995356  x   1.00005071  =   1.00000427
 RC2442!UTM  10      -   0.99995356  x   0.99968541  =   0.99963898
 RC2442
 RC2442:                Primary Azimuth Mark                     Grid Az
 RC2442:SPC OR N     -  LOCKS                                    037 14 52.7
 RC2442:SPC WA S     -  LOCKS                                    037 16 21.3
 RC2442:UTM  10      -  LOCKS                                    035 28 07.9
 RC2442
 RC2442|---------------------------------------------------------------------|
 RC2442| PID    Reference Object                     Distance      Geod. Az  |
 RC2442|                                                           dddmmss.s |
 RC2442| RC2384 LOCKS                               APPROX. 4.9 KM 0361400.4 |
 RC2442| RC2462 CASCADE LOCKS CH NEAR SCHOOL        APPROX. 4.9 KM 0391609.4 |
 RC2442| RC2457 BONNEVILLE ELEVATED BLACK TANK      APPROX. 2.1 KM 2715820.5 |
 RC2442| RC2383 FISH WHEEL ON N SHORE 1901          APPROX. 1.3 KM 3261041.6 |
 RC2442|---------------------------------------------------------------------|
 RC2442
 RC2442                          SUPERSEDED SURVEY CONTROL
 RC2442
 RC2442  NAD 83(1986)-  45 38 07.71233(N)    121 55 50.00646(W) AD(       ) 3
 RC2442  NAD 27      -  45 38 08.28400(N)    121 55 45.73100(W) AD(       ) 3
 RC2442
 RC2442.Superseded values are not recommended for survey control.
 RC2442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2442.See file dsdata.txt to determine how the superseded data were derived.
 RC2442
 RC2442_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER8335254103(NAD 83)
 RC2442
 RC2442  HISTORY     - Date     Condition        Report By
 RC2442  HISTORY     - 1901     MONUMENTED       CGS
 RC2442  HISTORY     - 1938     SEE DESCRIPTION  CGS
 RC2442  HISTORY     - 1948     SEE DESCRIPTION  CGS
 RC2442  HISTORY     - 1974     SEE DESCRIPTION  USGS
 RC2442
 RC2442                          STATION DESCRIPTION
 RC2442
 RC2442'DESCRIBED BY COAST AND GEODETIC SURVEY 1901 (FM)
 RC2442'ON THE POINT OF A HIGH ROCKY PRECIPICE ON THE W SLOPE AND NEAR
 RC2442'THE BRINK, ABOUT OPPOSITE THE UPPER END OF BRADFORDS ISLAND.  A
 RC2442'BENCH WAS EXCAVATED IN THE STEEP SIDEHILL FOR THE SIGNAL.  THE
 RC2442'STATION IS MARKED BY A DRILL HOLE IN A ROCK SET LEVEL WITH THE
 RC2442'SURFACE.  THERE IS A BLAZED FIR TREE 18 INCHES IN DIAMETER ON
 RC2442'THE CREST OF THE RIDGE AT THE EDGE OF THE PRECIPICE DISTANT 4.14
 RC2442'METERS N. 30 DEG 03 MIN E. MAG., A SIMILAR TREE AND MARK
 RC2442'DISTANT 10.27 METERS S. 62 DEG 34 MIN E. MAG., AND A SMALL
 RC2442'BLAZED OAK ON THE W SIDE OF THE SLOPE DISTANT 7.78 METERS S. 15
 RC2442'DEG 43 MIN E. MAG.
 RC2442
 RC2442                          STATION RECOVERY (1938)
 RC2442
 RC2442'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (WMS)
 RC2442'ORIGINAL DESCRIPTION INADEQUATE.  STATION IS ABOUT 1 MILE SE OF
 RC2442'BONNEVILLE DAM, 1/2 MILE S OF THE COLUMBIA RIVER, DIRECTLY S OF
 RC2442'THE MOUTH OF EAGLE CREEK, ON THE EDGE OF A ROCKY PRECIPICE ABOUT
 RC2442'1,000 FEET IN ELEVATION OR THE SAME ELEVATION AS, AND 260 METERS
 RC2442'W OF WAUNA VIEW POINT.  THE STATION IS NOT ON THE RIDGE BUT IS
 RC2442'ON THE HILLSIDE W OF THE RIDGE.
 RC2442'
 RC2442'STATION WAS RE-MARKED BY A STANDARD DISK SET IN THE CENTER OF
 RC2442'THE ORIGINAL DRILL HOLE.  THE BLAZED TREES WERE STILL STANDING.
 RC2442'
 RC2442'TO REACH THE STATION FROM EAGLE CREEK CAMP, TAKE TRAIL ON W SIDE
 RC2442'OF EAGLE CREEK TO WAUNA VIEW POINT, THEN GO W AROUND HILLSIDE
 RC2442'260 METERS TO STATION.
 RC2442
 RC2442                          STATION RECOVERY (1948)
 RC2442
 RC2442'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RAE)
 RC2442'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY W.M.S. IN
 RC2442'1938.  THE REFERENCE DISTANCES TO THE BLAZED TREES WERE VERIFIED.
 RC2442
 RC2442                          STATION RECOVERY (1974)
 RC2442
 RC2442'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (WAO)
 RC2442'STATION WAS SEARCHED FOR NOT FOUND IN APRIL 1974.  THE AREA
 RC2442'DESCRIBED IS HEAVILY OVERGROWN WITH BRUSH AND HAS A THICK GROUND
 RC2442'COVER OF MOSS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2432 ***********************************************************************
 RC2432  DESIGNATION -  BRADFORD 2 RESET
 RC2432  PID         -  RC2432
 RC2432  STATE/COUNTY-  OR/MULTNOMAH
 RC2432  USGS QUAD   -  BONNEVILLE DAM (1994)
 RC2432
 RC2432                         *CURRENT SURVEY CONTROL
 RC2432  ___________________________________________________________________
 RC2432* NAD 83(1991)-  45 38 13.28299(N)    121 55 41.12520(W)     ADJUSTED  
 RC2432* NAVD 88     -       294.     (meters)     965.     (feet)  SCALED    
 RC2432  ___________________________________________________________________
 RC2432  LAPLACE CORR-           7.44  (seconds)                    DEFLEC99
 RC2432  GEOID HEIGHT-         -21.77  (meters)                     GEOID03
 RC2432  HORZ ORDER  -  THIRD
 RC2432
 RC2432.The horizontal coordinates were established by classical geodetic methods
 RC2432.and adjusted by the National Geodetic Survey in October 1991.
 RC2432
 RC2432.The orthometric height was scaled from a topographic map.
 RC2432
 RC2432.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2432
 RC2432.The geoid height was determined by GEOID03.
 RC2432
 RC2432;                    North         East     Units Scale Factor Converg.
 RC2432;SPC OR N     -   219,936.231 2,388,668.100   MT  0.99992796   -1 00 46.0
 RC2432;SPC OR N     -   721,575.56  7,836,837.60   iFT  0.99992796   -1 00 46.0
 RC2432;SPC WA S     -    34,763.770   388,654.767   MT  1.00005027   -1 02 14.5
 RC2432;SPC WA S     -   114,054.14  1,275,111.51   sFT  1.00005027   -1 02 14.5
 RC2432;UTM  10      - 5,054,278.269   583,541.401   MT  0.99968580   +0 45 59.0
 RC2432
 RC2432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2432!SPC OR N     -   0.99995732  x   0.99992796  =   0.99988528
 RC2432!SPC WA S     -   0.99995732  x   1.00005027  =   1.00000759
 RC2432!UTM  10      -   0.99995732  x   0.99968580  =   0.99964313
 RC2432
 RC2432:                Primary Azimuth Mark                     Grid Az
 RC2432:SPC OR N     -  PORTLAND SPOKANE AWY BCN 3 B             001 38 13.5
 RC2432:SPC WA S     -  PORTLAND SPOKANE AWY BCN 3 B             001 39 42.0
 RC2432:UTM  10      -  PORTLAND SPOKANE AWY BCN 3 B             359 51 28.5
 RC2432
 RC2432|---------------------------------------------------------------------|
 RC2432| PID    Reference Object                     Distance      Geod. Az  |
 RC2432|                                                           dddmmss.s |
 RC2432| RC2430 PORTLAND SPOKANE AWY BCN 3 B        APPROX. 2.9 KM 0003727.5 |
 RC2432| RC2386 PORTLAND SPOK BN W STEVENSON        APPROX. 5.6 KM 0172138.4 |
 RC2432| RC2470 GRASSY KNOLL LOOKOUT                APPROX.23.9 KM 0340603.1 |
 RC2432| RC2399 SHERIDAN POINT LIGHT                APPROX. 2.4 KM 0341003.3 |
 RC2432| RC2384 LOCKS                               APPROX. 4.7 KM 0353458.2 |
 RC2432| RC2443 BRIDGE OF GODS SPAN NE PIER         APPROX. 3.5 KM 0353727.1 |
 RC2432| RC2462 CASCADE LOCKS CH NEAR SCHOOL        APPROX. 4.6 KM 0384639.3 |
 RC2432| RC2414 PORTLAND SPOKANE AWY BN CASC L      APPROX. 4.8 KM 0395957.3 |
 RC2432| CF4156 BRADFORD 2 RM 1                       2.805 METERS 14906     |
 RC2432| CF4158 BRADFORD 2 RM 3                       4.592 METERS 15816     |
 RC2432| RC2385 BONNEVILLE ELEVATED TANK            APPROX. 2.0 KM 2713515.8 |
 RC2432| CF4157 BRADFORD 2 RM 2                      11.471 METERS 27942     |
 RC2432| RC2444 PORTLAND SPOKANE AUX BCN 3 B        APPROX. 3.3 KM 3024521.1 |
 RC2432| RC2441 MACHINE SHOP N BONNEV DAM GAB       APPROX. 2.0 KM 3061113.1 |
 RC2432| RC2395 BRADFORD SLOUGH LIGHT               APPROX. 0.7 KM 3093424.1 |
 RC2432| RC2422 BRADFORD SLOUGH ENTRANCE LIGHT      APPROX. 0.7 KM 3363911.7 |
 RC2432|---------------------------------------------------------------------|
 RC2432
 RC2432                          SUPERSEDED SURVEY CONTROL
 RC2432
 RC2432  NAD 83(1986)-  45 38 13.29261(N)    121 55 41.13283(W) AD(       ) 3
 RC2432  NAD 27      -  45 38 13.86400(N)    121 55 36.85800(W) AD(       ) 3
 RC2432
 RC2432.Superseded values are not recommended for survey control.
 RC2432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2432.See file dsdata.txt to determine how the superseded data were derived.
 RC2432
 RC2432_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER8354154278(NAD 83)
 RC2432_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RC2432_SETTING: 80 = SET IN A BOULDER
 RC2432_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 RC2432
 RC2432  HISTORY     - Date     Condition        Report By
 RC2432  HISTORY     - 1938     MONUMENTED       CGS
 RC2432  HISTORY     - 1976     SEE DESCRIPTION  NGS
 RC2432  HISTORY     - 1989     GOOD             USPSQD
 RC2432
 RC2432                          STATION DESCRIPTION
 RC2432
 RC2432'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (WMS)
 RC2432'ON THE S SIDE OF COLUMBIA RIVER, ABOUT 1-3/4 MILES E OF BONNEVILLE,
 RC2432'ABOUT 1/3 MILE S OF MOUTH OF EAGLE CREEK, ON SMALL PROMINENT POINT
 RC2432'KNOWN AS WAUNA VIEW POINT, ABOUT 1,000 FEET IN ELEVATION, ON RIDGE
 RC2432'LEADING TO WAUNA POINT, ON RIGHT-OF-WAY OF BONNEVILLE POWER LINE
 RC2432'RUNNING E TO HOOD RIVER.
 RC2432'
 RC2432'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS WEDGED
 RC2432'IN DRILL HOLES IN BOULDERS, AS DESCRIBED IN NOTES 4 AND 9A.
 RC2432'
 RC2432'REFERENCE MARKS ARE STANDARD BRONZE DISKS IN OUTCROPPING BEDROCK,
 RC2432'AS DESCRIBED IN NOTE 12A.
 RC2432'
 RC2432'REACHED FROM EAGLE CREEK RANGER STATION AS FOLLOWS--TAKE WAUNA
 RC2432'VIEW POINT TRAIL, GO ABOUT 2 MILES TO WAUNA VIEW POINT AND STATION.
 RC2432
 RC2432                          STATION RECOVERY (1976)
 RC2432
 RC2432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 RC2432'REFERENCE MARK NO. 2 WAS FOUND IN GOOD CONDITION.  THE SURFACE
 RC2432'STATION MARK, AND REFERENCE MARK NO. 1 HAD BEEN DESTROYED.  THE
 RC2432'UNDERGROUND MARK WAS UNCOVERED, AND FOUND IN GOOD CONDITION.  A
 RC2432'NEW STATION MARK WAS PLUMBED PRECISELY OVER THE UNDERGROUND MARK,
 RC2432'AND REFERENCE MARK NO. 3 WAS ESTABLISHED.  A NEW AND COMPLETE
 RC2432'DESCRIPTION FOLLOWS.
 RC2432'
 RC2432'THE STATION IS ON GOVERNMENT OWNED LAND, AT THE WAUNA VIEWPOINT.
 RC2432'
 RC2432'TO REACH THE STATION FROM THE CASCADE LOCKS POST OFFICE GO WEST
 RC2432'ON U.S. HIGHWAY 30 FOR 0.8 MILE TO INTERSTATE 80N, GO WEST ON
 RC2432'INTERSTATE 80N FOR 2.9 MILES TO EXIT 40, TO BONNEVILLE DAM, TAKE
 RC2432'THE EXIT FOR 0.15 MILE TO THE UNDERPASS UNDER INTERSTATE 80N, PASS
 RC2432'UNDER THE FREEWAY, THEN GO EAST ON INTERSTATE 80N FOR 1.2 MILES
 RC2432'TO EXIT 41, TO EAGLE CREEK PARK, USE THE EXIT, AND GO SOUTHEAST
 RC2432'IN THE PARK FOR 0.5 MILE TO THE FOOT BRIDGE ACROSS EAGLE CREEK,
 RC2432'AND THE END OF TRUCK TRAVEL.  HIKE ACROSS THE FOOT BRIDGE TO
 RC2432'THE BEGINNING OF THE WAUNA TRAIL, PACK SOUTHWEST UP THE
 RC2432'WAUNA TRAIL TO THE VIEWPOINT, AND STATION.  LENGTH OF PACK IS 1
 RC2432'HOUR.
 RC2432'
 RC2432'THE STATION MARK, STAMPED BRADFORD 2 1938 1976, IS A STANDARD
 RC2432'DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH,
 RC2432'28 FEET NORTH-NORTHEAST OF THE NORTHERN MOST POWER LINE TOWER OF
 RC2432'THREE, WHERE THE POWER LINE CROSSES THE RIDGE, AND 3.5 FEET EAST
 RC2432'OF THE NORTH END OF THE MASONRY SIGN, WHICH READS, WAUNA
 RC2432'VIEWPOINT.  (NOTE 1A AND 9A)
 RC2432'
 RC2432'THE UNDERGROUND MARK, STAMPED BRADFORD 2 1938, WAS LEFT
 RC2432'UNDISTURBED.
 RC2432'
 RC2432'REFERENCE MARK NO. 2, STAMPED BRADFORD 2 NO 2 1938, IS A STANDARD
 RC2432'DISK CEMENTED IN A DRILL HOLE IN BEDROCK, 13 FEET NORTHWEST OF THE
 RC2432'NORTH END OF THE MASONRY SIGN, AND 6 FEET LOWER THAN THE
 RC2432'STATION.  (NOTE 12A)
 RC2432'
 RC2432'REFERENCE MARK NO. 3, STAMPED BRADFORD 2 1938 NO 3 1976, IS A
 RC2432'STANDARD DISK CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS
 RC2432'2-INCHES, 7 FEET EAST OF THE TRAIL, 6 FEET SOUTH OF THE NORTH
 RC2432'TOWER, 5 FEET NORTH OF THE MIDDLE TOWER, AND 2 FEET LOWER THAN
 RC2432'THE STATION.  (NOTE 12A)
 RC2432'
 RC2432'TRIANGULATION STATION LOCKS 1901 MAY BE USED FOR THE AZIMUTH
 RC2432'MARK.  SEE DESCRIPTION THEREOF.
 RC2432'
 RC2432'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RC2432'2 MILES SOUTHWEST OF CASCADE LOCKS.
 RC2432
 RC2432                          STATION RECOVERY (1989)
 RC2432
 RC2432'RECOVERY NOTE BY US POWER SQUADRON 1989 (RGC)
 RC2432'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2419 ***********************************************************************
 RC2419  DESIGNATION -  BRADFORD ISLAND LIGHT 3
 RC2419  PID         -  RC2419
 RC2419  STATE/COUNTY-  OR/MULTNOMAH
 RC2419  USGS QUAD   -  BONNEVILLE DAM (1994)
 RC2419
 RC2419                         *CURRENT SURVEY CONTROL
 RC2419  ___________________________________________________________________
 RC2419* NAD 83(1991)-  45 38 27.46175(N)    121 56 09.47716(W)     ADJUSTED  
 RC2419* NAVD 88     -              **(meters)            **(feet)            
 RC2419  ___________________________________________________________________
 RC2419  LAPLACE CORR-           6.38  (seconds)                    DEFLEC99
 RC2419  GEOID HEIGHT-         -21.80  (meters)                     GEOID03
 RC2419  HORZ ORDER  -  THIRD
 RC2419
 RC2419.The horizontal coordinates were established by classical geodetic methods
 RC2419.and adjusted by the National Geodetic Survey in October 1991.
 RC2419
 RC2419
 RC2419.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2419
 RC2419.The geoid height was determined by GEOID03.
 RC2419
 RC2419;                    North         East     Units Scale Factor Converg.
 RC2419;SPC OR N     -   220,384.760 2,388,061.978   MT  0.99992853   -1 01 06.1
 RC2419;SPC OR N     -   723,047.11  7,834,849.01   iFT  0.99992853   -1 01 06.1
 RC2419;SPC WA S     -    35,212.614   388,048.765   MT  1.00004915   -1 02 35.1
 RC2419;SPC WA S     -   115,526.72  1,273,123.32   sFT  1.00004915   -1 02 35.1
 RC2419;UTM  10      - 5,054,707.658   582,921.796   MT  0.99968454   +0 45 38.9
 RC2419
 RC2419                          SUPERSEDED SURVEY CONTROL
 RC2419
 RC2419  NAD 83(1986)-  45 38 27.47145(N)    121 56 09.48492(W) AD(       ) 4
 RC2419  NAD 27      -  45 38 28.04200(N)    121 56 05.20700(W) AD(       ) 3
 RC2419
 RC2419.Superseded values are not recommended for survey control.
 RC2419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2419.See file dsdata.txt to determine how the superseded data were derived.
 RC2419
 RC2419_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER8292254708(NAD 83)
 RC2419_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RC2419+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2004
 RC2419
 RC2419  HISTORY     - Date     Condition        Report By
 RC2419  HISTORY     - 1959     MONUMENTED       CGS
 RC2419  HISTORY     - 20040726 GOOD             USPSQD
 RC2419  HISTORY     - 20040802 MARK NOT FOUND   USPSQD
 RC2419
 RC2419                          STATION DESCRIPTION
 RC2419
 RC2419'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (LGT)
 RC2419'LOCATED 0.9 MILE EAST OF BONNEVILLE, OREGON ON THE SOUTH SIDE
 RC2419'OF BRADFORD ISLAND, ABOUT 250 FEET WEST OF THE EAST END AND ABOUT
 RC2419'80 FEET SOUTH OF THE SOUTH SHORE OF THE ISLAND.
 RC2419'
 RC2419'STATION IS THE FINIAL ON THE LIGHT ON A WHITE PLATFORM ON A
 RC2419'STEEL I-BEAM SET VERTICALLY AS A PILE.
 RC2419
 RC2419                          STATION RECOVERY (2004)
 RC2419
 RC2419'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 RC2419'RECOVERED IN GOOD CONDITION.
 RC2419
 RC2419                          STATION RECOVERY (2004)
 RC2419
 RC2419'RECOVERY NOTE BY US POWER SQUADRON 2004
 RC2419'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2422 ***********************************************************************
 RC2422  DESIGNATION -  BRADFORD SLOUGH ENTRANCE LIGHT
 RC2422  PID         -  RC2422
 RC2422  STATE/COUNTY-  OR/MULTNOMAH
 RC2422  USGS QUAD   -  BONNEVILLE DAM (1994)
 RC2422
 RC2422                         *CURRENT SURVEY CONTROL
 RC2422  ___________________________________________________________________
 RC2422* NAD 83(1991)-  45 38 33.44552(N)    121 55 53.53255(W)     ADJUSTED  
 RC2422* NAVD 88     -              **(meters)            **(feet)            
 RC2422  ___________________________________________________________________
 RC2422  LAPLACE CORR-           6.23  (seconds)                    DEFLEC99
 RC2422  GEOID HEIGHT-         -21.80  (meters)                     GEOID03
 RC2422  HORZ ORDER  -  THIRD
 RC2422
 RC2422.The horizontal coordinates were established by classical geodetic methods
 RC2422.and adjusted by the National Geodetic Survey in October 1991.
 RC2422
 RC2422
 RC2422.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2422
 RC2422.The geoid height was determined by GEOID03.
 RC2422
 RC2422;                    North         East     Units Scale Factor Converg.
 RC2422;SPC OR N     -   220,563.330 2,388,410.474   MT  0.99992877   -1 00 54.8
 RC2422;SPC OR N     -   723,632.97  7,835,992.37   iFT  0.99992877   -1 00 54.8
 RC2422;SPC WA S     -    35,391.056   388,397.379   MT  1.00004868   -1 02 23.5
 RC2422;SPC WA S     -   116,112.16  1,274,267.07   sFT  1.00004868   -1 02 23.5
 RC2422;UTM  10      - 5,054,896.916   583,264.496   MT  0.99968524   +0 45 50.4
 RC2422
 RC2422                          SUPERSEDED SURVEY CONTROL
 RC2422
 RC2422  NAD 83(1986)-  45 38 33.45539(N)    121 55 53.54057(W) AD(       ) 4
 RC2422  NAD 27      -  45 38 34.02700(N)    121 55 49.26600(W) AD(       ) 3
 RC2422
 RC2422.Superseded values are not recommended for survey control.
 RC2422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2422.See file dsdata.txt to determine how the superseded data were derived.
 RC2422
 RC2422_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER8326454897(NAD 83)
 RC2422
 RC2422  HISTORY     - Date     Condition        Report By
 RC2422  HISTORY     - 1939     MONUMENTED       CGS
 RC2422  HISTORY     - 1947     SEE DESCRIPTION  CGS
 RC2422  HISTORY     - 1959     SEE DESCRIPTION  CGS
 RC2422
 RC2422                          STATION DESCRIPTION
 RC2422
 RC2422'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (WMS)
 RC2422'THIS AID TO NAVIGATION WAS LOCATED BY TRIANGULATION 1939 AND IS
 RC2422'DESCRIBED IN THE LIGHT LIST, PACIFIC COAST.  THE LIGHT WAS POINTED
 RC2422'ON.
 RC2422
 RC2422                          STATION RECOVERY (1947)
 RC2422
 RC2422'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (EHB)
 RC2422'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 RC2422'
 RC2422'STATION IS THE CENTER OF BRADFORD SLOUGH ENTRANCE LIGHT ON TOP
 RC2422'OF SMALL WHITE HOUSE ON SMALL ISLAND ON S SIDE OF COLUMBIA RIVER
 RC2422'AND APPROXIMATELY 150 METERS NE OF MOUTH OF EAGLE CREEK.
 RC2422'
 RC2422'IN 1947 ISSUE OF LIGHT LIST, PACIFIC COAST THIS LIGHT IS
 RC2422'CLASSIFIED UNDER NO. 1194.  NO RECONSTRUCTION OF THIS LIGHT HAS
 RC2422'OCCURRED SINCE IT WAS ORIGINALLY BUILT IN 1938.
 RC2422
 RC2422                          STATION RECOVERY (1959)
 RC2422
 RC2422'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LGT)
 RC2422'STATION LOST.  THE U.S. COAST GUARD STATES THAT THE LIGHT WAS ON THE
 RC2422'WEST END OF A SMALL NARROW ISLAND.  THE WEST END OF THE ISLAND WAS
 RC2422'REMOVED IN THE EARLY PART OF 1959 DURING CHANNEL CLEARING
 RC2422'OPERATIONS AND THE LIGHT WAS MOVED TO THE EASTERLY END.  IT IS THE
 RC2422'SAME LIGHT BUT IN A DIFFERENT POSITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2395 ***********************************************************************
 RC2395  DESIGNATION -  BRADFORD SLOUGH LIGHT
 RC2395  PID         -  RC2395
 RC2395  STATE/COUNTY-  OR/MULTNOMAH
 RC2395  USGS QUAD   -  BONNEVILLE DAM (1994)
 RC2395
 RC2395                         *CURRENT SURVEY CONTROL
 RC2395  ___________________________________________________________________
 RC2395* NAD 83(1991)-  45 38 28.57205(N)    121 56 07.49881(W)     ADJUSTED  
 RC2395* NAVD 88     -              **(meters)            **(feet)            
 RC2395  ___________________________________________________________________
 RC2395  LAPLACE CORR-           6.35  (seconds)                    DEFLEC99
 RC2395  GEOID HEIGHT-         -21.80  (meters)                     GEOID03
 RC2395  HORZ ORDER  -  THIRD
 RC2395
 RC2395.The horizontal coordinates were established by classical geodetic methods
 RC2395.and adjusted by the National Geodetic Survey in October 1991.
 RC2395
 RC2395
 RC2395.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2395
 RC2395.The geoid height was determined by GEOID03.
 RC2395
 RC2395;                    North         East     Units Scale Factor Converg.
 RC2395;SPC OR N     -   220,418.270 2,388,105.421   MT  0.99992857   -1 01 04.7
 RC2395;SPC OR N     -   723,157.05  7,834,991.54   iFT  0.99992857   -1 01 04.7
 RC2395;SPC WA S     -    35,246.109   388,092.227   MT  1.00004906   -1 02 33.6
 RC2395;SPC WA S     -   115,636.61  1,273,265.91   sFT  1.00004906   -1 02 33.6
 RC2395;UTM  10      - 5,054,742.492   582,964.167   MT  0.99968462   +0 45 40.3
 RC2395
 RC2395                          SUPERSEDED SURVEY CONTROL
 RC2395
 RC2395  NAD 83(1986)-  45 38 28.58245(N)    121 56 07.50753(W) AD(       ) 4
 RC2395  NAD 27      -  45 38 29.15000(N)    121 56 03.23000(W) AD(       ) 3
 RC2395
 RC2395.Superseded values are not recommended for survey control.
 RC2395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2395.See file dsdata.txt to determine how the superseded data were derived.
 RC2395
 RC2395_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER8296454742(NAD 83)
 RC2395
 RC2395  HISTORY     - Date     Condition        Report By
 RC2395  HISTORY     - 1939     MONUMENTED       CGS
 RC2395  HISTORY     - 1947     SEE DESCRIPTION  CGS
 RC2395  HISTORY     - 1959     SEE DESCRIPTION  CGS
 RC2395
 RC2395                          STATION DESCRIPTION
 RC2395
 RC2395'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (WMS)
 RC2395'THIS AID TO NAVIGATION WAS LOCATED BY TRIANGULATION 1939 AND IS
 RC2395'DESCRIBED IN THE LIGHT LIST, PACIFIC COAST.  THE LIGHT WAS POINTED
 RC2395'ON.
 RC2395
 RC2395                          STATION RECOVERY (1947)
 RC2395
 RC2395'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (EHB)
 RC2395'THIS AID TO NAVIGATION WAS MOVED IN 1944.  IT IS APPROXIMATELY 25
 RC2395'METERS SW OF ITS ORIGINAL POSITION AND WAS RENAMED BRADFORD ISLAND
 RC2395'LIGHT.
 RC2395'
 RC2395'IN THE 1947 ISSUE OF LIGHT LIST, PACIFIC COAST THIS AID TO
 RC2395'NAVIGATION IS CLASSIFIED UNDER NO. 1193.
 RC2395'
 RC2395'THE PRESENT LOCATION OF THIS LIGHT WAS DETERMINED BY TOPOGRAPHY
 RC2395'AND CLASSED AS A TOPOGRAPHIC STATION.
 RC2395
 RC2395                          STATION RECOVERY (1959)
 RC2395
 RC2395'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LGT)
 RC2395'THE STRUCTURE HAS BEEN DESTROYED AND A NEW ONE BUILT IN 1949.  THE
 RC2395'STATION IS LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1784 ***********************************************************************
 SC1784  DESIGNATION -  BRADLEY WOODWARD LUMBER N STK
 SC1784  PID         -  SC1784
 SC1784  STATE/COUNTY-  OR/CLATSOP
 SC1784  USGS QUAD   -  CATHLAMET (1985)
 SC1784
 SC1784                         *CURRENT SURVEY CONTROL
 SC1784  ___________________________________________________________________
 SC1784* NAD 83(1991)-  46 11 50.66301(N)    123 26 11.89337(W)     ADJUSTED  
 SC1784* NAVD 88     -              **(meters)            **(feet)            
 SC1784  ___________________________________________________________________
 SC1784  LAPLACE CORR-           9.83  (seconds)                    DEFLEC99
 SC1784  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 SC1784  HORZ ORDER  -  THIRD
 SC1784
 SC1784.The horizontal coordinates were established by classical geodetic methods
 SC1784.and adjusted by the National Geodetic Survey in October 1991.
 SC1784
 SC1784
 SC1784.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1784
 SC1784.The geoid height was determined by GEOID03.
 SC1784
 SC1784;                    North         East     Units Scale Factor Converg.
 SC1784;SPC OR N     -   285,357.050 2,273,365.915   MT  1.00005621   -2 04 57.4
 SC1784;SPC OR N     -   936,210.79  7,458,549.59   iFT  1.00005621   -2 04 57.4
 SC1784;SPC WA S     -   100,260.149   273,395.301   MT  0.99993736   -2 07 59.4
 SC1784;SPC WA S     -   328,936.84    896,964.42   sFT  0.99993736   -2 07 59.4
 SC1784;UTM  10      - 5,116,073.725   466,310.634   MT  0.99961395   -0 18 54.5
 SC1784
 SC1784                          SUPERSEDED SURVEY CONTROL
 SC1784
 SC1784  NAD 83(1986)-  46 11 50.67785(N)    123 26 11.88607(W) AD(       ) 4
 SC1784  NAD 27      -  46 11 51.27891(N)    123 26 07.41973(W) AD(       ) 3
 SC1784
 SC1784.Superseded values are not recommended for survey control.
 SC1784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1784.See file dsdata.txt to determine how the superseded data were derived.
 SC1784
 SC1784_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS6631116074(NAD 83)
 SC1784
 SC1784  HISTORY     - Date     Condition        Report By
 SC1784  HISTORY     - 1936     MONUMENTED       CGS
 SC1784  HISTORY     - 1950     SEE DESCRIPTION  CGS
 SC1784  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 SC1784
 SC1784                          STATION DESCRIPTION
 SC1784
 SC1784'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (RWK)
 SC1784'THE N STACK (OF FOUR) OF THE BRADLEY WOODWARD LUMBER COMPANY
 SC1784'MILL AT BRADWOOD.  THE STACKS ARE SITUATED ON THE NORTHERLY
 SC1784'PORTION OF THE PIER AND ARE APPROXIMATELY 150 FEET HIGH.
 SC1784
 SC1784                          STATION RECOVERY (1950)
 SC1784
 SC1784'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (WHB)
 SC1784'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED BY R.W.K. IN
 SC1784'1936.  THE 1936 DESCRIPTION IS ADEQUATE.
 SC1784
 SC1784                          STATION RECOVERY (1989)
 SC1784
 SC1784'RECOVERY NOTE BY US POWER SQUADRON 1989 (FPC)
 SC1784'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1234 ***********************************************************************
 NZ1234  DESIGNATION -  BRAKE
 NZ1234  PID         -  NZ1234
 NZ1234  STATE/COUNTY-  OR/DOUGLAS
 NZ1234  USGS QUAD   -  QUINES CREEK (1986)
 NZ1234
 NZ1234                         *CURRENT SURVEY CONTROL
 NZ1234  ___________________________________________________________________
 NZ1234* NAD 83(1991)-  42 48 50.85179(N)    123 15 36.14239(W)     ADJUSTED  
 NZ1234* NAVD 88     -       568.1    (meters)    1864.     (feet)  VERTCON   
 NZ1234  ___________________________________________________________________
 NZ1234  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 NZ1234  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 NZ1234  HORZ ORDER  -  SECOND
 NZ1234
 NZ1234.The horizontal coordinates were established by classical geodetic methods
 NZ1234.and adjusted by the National Geodetic Survey in October 1991.
 NZ1234
 NZ1234.The NAVD 88 height was computed by applying the VERTCON shift value to
 NZ1234.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NZ1234
 NZ1234.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ1234
 NZ1234.The geoid height was determined by GEOID03.
 NZ1234
 NZ1234;                    North         East     Units Scale Factor Converg.
 NZ1234;SPC OR S     -   131,181.668 1,274,326.855   MT  0.99991364   -1 53 17.8
 NZ1234;SPC OR S     -   430,386.05  4,180,862.39   iFT  0.99991364   -1 53 17.8
 NZ1234;UTM  10      - 4,740,206.872   478,740.821   MT  0.99960556   -0 10 36.2
 NZ1234
 NZ1234!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NZ1234!SPC OR S     -   0.99991461  x   0.99991364  =   0.99982826
 NZ1234!UTM  10      -   0.99991461  x   0.99960556  =   0.99952021
 NZ1234
 NZ1234:                Primary Azimuth Mark                     Grid Az
 NZ1234:SPC OR S     -  GOAT                                     248 31 21.5
 NZ1234:UTM  10      -  GOAT                                     246 48 39.9
 NZ1234
 NZ1234|---------------------------------------------------------------------|
 NZ1234| PID    Reference Object                     Distance      Geod. Az  |
 NZ1234|                                                           dddmmss.s |
 NZ1234| NZ1226 GOAT                                APPROX. 1.5 KM 2463803.7 |
 NZ1234| NZ0900 EDGE                                381.716 METERS 34436     |
 NZ1234|---------------------------------------------------------------------|
 NZ1234
 NZ1234                          SUPERSEDED SURVEY CONTROL
 NZ1234
 NZ1234  NAD 83(1986)-  42 48 50.83953(N)    123 15 36.16285(W) AD(       ) 2
 NZ1234  NAD 27      -  42 48 51.40210(N)    123 15 31.93540(W) AD(       ) 2
 NZ1234  NGVD 29 (07/19/86)  567.1    (m)         1861.     (f) VERT ANG    3  
 NZ1234
 NZ1234.Superseded values are not recommended for survey control.
 NZ1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1234.See file dsdata.txt to determine how the superseded data were derived.
 NZ1234
 NZ1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN7874140207(NAD 83)
 NZ1234_MARKER: Z = SEE DESCRIPTION
 NZ1234_SETTING: 0 = UNSPECIFIED SETTING
 NZ1234_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ1234
 NZ1234  HISTORY     - Date     Condition        Report By
 NZ1234  HISTORY     - 1963     MONUMENTED       ORDT
 NZ1234  HISTORY     - 1974     SEE DESCRIPTION  NGS
 NZ1234
 NZ1234                          STATION DESCRIPTION
 NZ1234
 NZ1234'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1963 (FN)
 NZ1234'THE STATION IS 1-1/2 MILES NORTHEAST OF AZALEA ON THE WEST
 NZ1234'RIGHT-OF-WAY OF U.S. HIGHWAY 99.
 NZ1234'
 NZ1234'TO REACH THE STATION FROM THE POST OFFICE IN AZALEA GO EAST ON THE
 NZ1234'MACADAM ROAD FOR 0.3 MILE TO U.S. HIGHWAY 99, TURN LEFT AND GO
 NZ1234'NORTHEAST AND NORTH ON U.S. HIGHWAY 99 FOR 1.2 MILES TO THE STATION
 NZ1234'ON THE LEFT.
 NZ1234'
 NZ1234'THE STATION MARK, STAMPED BRAKE USC AND GS 1962, IS AN OREGON
 NZ1234'STATE HIGHWAY DEPT. STATION MARK DISC BRAZED TO THE TOP OF A
 NZ1234'2 1/2-INCH IRON PIPE THAT PROJECTS 5 INCHES.  IT IS 190 FEET SOUTH
 NZ1234'OF MILE POST 229, 28 FEET WEST OF THE CENTER OF U.S. HIGHWAY 99
 NZ1234'AND 4 FEET SOUTHWEST OF A WOODEN WITNESS POST.
 NZ1234'
 NZ1234'THE STATION WAS MARKED IN 1962 AND OCCUPIED IN 1963.
 NZ1234'
 NZ1234'THERE WERE NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.
 NZ1234
 NZ1234                          STATION RECOVERY (1974)
 NZ1234
 NZ1234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 NZ1234'THE STATION WAS DESTROYED PRIOR TO NOVEMBER 1974.
 NZ1234'
 NZ1234'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NZ1234'1.5 MILES NORTHEAST OF AZALEA.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1352 ***********************************************************************
 OA1352  DESIGNATION -  BRANCH
 OA1352  PID         -  OA1352
 OA1352  STATE/COUNTY-  OR/COOS
 OA1352  USGS QUAD   -  NORTH BEND (1971)
 OA1352
 OA1352                         *CURRENT SURVEY CONTROL
 OA1352  ___________________________________________________________________
 OA1352* NAD 83(1991)-  43 24 40.57293(N)    124 14 22.10285(W)     ADJUSTED  
 OA1352* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 OA1352  ___________________________________________________________________
 OA1352  LAPLACE CORR-          17.28  (seconds)                    DEFLEC99
 OA1352  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 OA1352  HORZ ORDER  -  THIRD
 OA1352
 OA1352.The horizontal coordinates were established by classical geodetic methods
 OA1352.and adjusted by the National Geodetic Survey in October 1991.
 OA1352
 OA1352.The orthometric height was scaled from a topographic map.
 OA1352
 OA1352.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1352
 OA1352.The geoid height was determined by GEOID03.
 OA1352
 OA1352;                    North         East     Units Scale Factor Converg.
 OA1352;SPC OR S     -   200,555.957 1,197,251.158   MT  0.99990356   -2 33 30.1
 OA1352;SPC OR S     -   657,991.98  3,927,989.36   iFT  0.99990356   -2 33 30.1
 OA1352;UTM  10      - 4,807,233.318   399,648.571   MT  0.99972387   -0 51 06.7
 OA1352
 OA1352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1352!SPC OR S     -   1.00000356  x   0.99990356  =   0.99990712
 OA1352!UTM  10      -   1.00000356  x   0.99972387  =   0.99972742
 OA1352
 OA1352                          SUPERSEDED SURVEY CONTROL
 OA1352
 OA1352  NAD 83(1986)-  43 24 40.57015(N)    124 14 22.14983(W) AD(       ) 3
 OA1352  NAD 27      -  43 24 41.16400(N)    124 14 17.73400(W) AD(       ) 3
 OA1352
 OA1352.Superseded values are not recommended for survey control.
 OA1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1352.See file dsdata.txt to determine how the superseded data were derived.
 OA1352
 OA1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCP9964907233(NAD 83)
 OA1352
 OA1352  HISTORY     - Date     Condition        Report By
 OA1352  HISTORY     - 1863     MONUMENTED       CGS
 OA1352  HISTORY     - 1889     SEE DESCRIPTION  CGS
 OA1352  HISTORY     - 1948     SEE DESCRIPTION  CGS
 OA1352  HISTORY     - 19940715 MARK NOT FOUND   USPSQD
 OA1352
 OA1352                          STATION DESCRIPTION
 OA1352
 OA1352'DESCRIBED BY COAST AND GEODETIC SURVEY 1889
 OA1352'ON THE FIRST POINT S OF PONY POINT, ON THE W SIDE OF PONY BIGHT,
 OA1352'DISTANT FROM THE SHORELINE OF THE MARSH 3.9 METERS.  THE LARGEST
 OA1352'PINE TREE IN THE VICINITY IS BLAZED AND MARKED WITH A COPPER
 OA1352'NAIL, DISTANT 6.89 METERS IN A PROLONGATION OF THE LINE TO
 OA1352'RUSSELL POINT.
 OA1352'
 OA1352'THE STATION IS PROBABLY MARKED BY A DRILL HOLE IN A STONE
 OA1352'UNDERGROUND.  THERE ARE THREE STUBS WITH COPPER NAILS IN THE
 OA1352'TOP, DISTANT 1.83 METERS, ONE IN AZIMUTH 146 DEG 45 MIN, THE
 OA1352'SECOND IN AZIMUTH 326 DEG 45 MIN, AND THE THIRD IN AZIMUTH 236
 OA1352'DEG.
 OA1352
 OA1352                          STATION RECOVERY (1948)
 OA1352
 OA1352'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RAE)
 OA1352'A THOROUGH SEARCH WAS MADE FOR THE STATION BUT IT WAS NOT
 OA1352'RECOVERED.  ACCORDING TO LOCAL INFORMATION, THE ENTIRE AREA WAS
 OA1352'GRADED AND LEVELED DURING THE CONSTRUCTION OF THE NAVAL AIR
 OA1352'STATION AND THE STATION WAS UPROOTED.  THE STATION HAS BEEN
 OA1352'DESTROYED.
 OA1352
 OA1352                          STATION RECOVERY (1994)
 OA1352
 OA1352'RECOVERY NOTE BY US POWER SQUADRON 1994
 OA1352'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0832 ***********************************************************************
 NY0832  DESIGNATION -  BRATTAIN
 NY0832  PID         -  NY0832
 NY0832  STATE/COUNTY-  OR/LAKE
 NY0832  USGS QUAD   -  PAISLEY (1980)
 NY0832
 NY0832                         *CURRENT SURVEY CONTROL
 NY0832  ___________________________________________________________________
 NY0832* NAD 83(1991)-  42 39 10.44516(N)    120 31 22.17669(W)     ADJUSTED  
 NY0832* NAVD 88     -      1333.8    (meters)    4376.     (feet)  VERTCON   
 NY0832  ___________________________________________________________________
 NY0832  LAPLACE CORR-          -5.41  (seconds)                    DEFLEC99
 NY0832  GEOID HEIGHT-         -20.65  (meters)                     GEOID03
 NY0832  HORZ ORDER  -  SECOND
 NY0832
 NY0832.The horizontal coordinates were established by classical geodetic methods
 NY0832.and adjusted by the National Geodetic Survey in October 1991.
 NY0832
 NY0832.The NAVD 88 height was computed by applying the VERTCON shift value to
 NY0832.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NY0832
 NY0832.The Laplace correction was computed from DEFLEC99 derived deflections.
 NY0832
 NY0832.The geoid height was determined by GEOID03.
 NY0832
 NY0832;                    North         East     Units Scale Factor Converg.
 NY0832;SPC OR S     -   109,554.260 1,498,128.355   MT  0.99993485   -0 00 56.2
 NY0832;SPC OR S     -   359,429.99  4,915,119.27   iFT  0.99993485   -0 00 56.2
 NY0832;UTM  10      - 4,725,246.283   703,048.383   MT  1.00010726   +1 40 44.4
 NY0832
 NY0832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NY0832!SPC OR S     -   0.99979410  x   0.99993485  =   0.99972897
 NY0832!UTM  10      -   0.99979410  x   1.00010726  =   0.99990134
 NY0832
 NY0832:                Primary Azimuth Mark                     Grid Az
 NY0832:SPC OR S     -  BRATTAIN AZ MK                           071 55 32.0
 NY0832:UTM  10      -  BRATTAIN AZ MK                           070 13 51.4
 NY0832
 NY0832|---------------------------------------------------------------------|
 NY0832| PID    Reference Object                     Distance      Geod. Az  |
 NY0832|                                                           dddmmss.s |
 NY0832| CD6960 BRATTAIN AZ MK                                     0715435.8 |
 NY0832| CD6962 BRATTAIN RM 2                         9.784 METERS 25856     |
 NY0832| CD6961 BRATTAIN RM 1                        11.433 METERS 35228     |
 NY0832|---------------------------------------------------------------------|
 NY0832
 NY0832                          SUPERSEDED SURVEY CONTROL
 NY0832
 NY0832  NAD 83(1986)-  42 39 10.45244(N)    120 31 22.17788(W) AD(       ) 2
 NY0832  NAD 27      -  42 39 10.90400(N)    120 31 18.28600(W) AD(       ) 2
 NY0832  NGVD 29 (07/19/86) 1332.6    (m)         4372.     (f) VERT ANG    3  
 NY0832
 NY0832.Superseded values are not recommended for survey control.
 NY0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0832.See file dsdata.txt to determine how the superseded data were derived.
 NY0832
 NY0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGN0304825246(NAD 83)
 NY0832_MARKER: DS = TRIANGULATION STATION DISK
 NY0832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0832_STAMPING: BRATTAIN 1948
 NY0832_MARK LOGO: CGS   
 NY0832_MAGNETIC: N = NO MAGNETIC MATERIAL
 NY0832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0832+STABILITY: SURFACE MOTION
 NY0832_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NY0832+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2007
 NY0832
 NY0832  HISTORY     - Date     Condition        Report By
 NY0832  HISTORY     - 1948     MONUMENTED       CGS
 NY0832  HISTORY     - 1958     SEE DESCRIPTION  CGS
 NY0832  HISTORY     - 19840321 GOOD             NGS
 NY0832  HISTORY     - 20070629 GOOD             INDIV
 NY0832
 NY0832                          STATION DESCRIPTION
 NY0832
 NY0832'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MTP)
 NY0832'THE STATION IS ABOUT 3 MILES SOUTH SOUTHEAST OF PAISLEY AND AT
 NY0832'A FENCE CORNER ON THE WEST SIDE OF STATE HIGHWAY 31.  IT IS 0.6
 NY0832'MILE NORTH OF THE BRATTAIN BROTHERS RANCH HOUSE AND ABOUT 150 YARDS
 NY0832'NORTH OF MILE POST 102.
 NY0832'
 NY0832'THE STATION MARK, STAMPED BRATTAIN 1948, IS A STANDARD DISK SET
 NY0832'IN A 12 INCH SQUARE CONCRETE POST PROJECTING 5 INCHES ABOVE THE
 NY0832'GROUND.  IT IS 9 METERS WEST OF THE CENTER LINE OF THE HIGHWAY,
 NY0832'3 METERS NORTH OF A WHITE WITNESS POST, 2 METERS NORTH OF THE
 NY0832'FENCE CORNER, AND 1 METER WEST OF THE TELEPHONE LINE.
 NY0832'
 NY0832'REFERENCE MARK NO. 1, STAMPED BRATTAIN NO 1 1948, IS A STANDARD
 NY0832'DISK SET IN A 12 INCH ROUND CONCRETE POST FLUSH WITH THE SURFACE
 NY0832'OF THE GROUND.  IT IS 8 METERS WEST OF THE CENTER LINE OF THE
 NY0832'HIGHWAY AND 1 FOOT SOUTH OF A TELEPHONE POLE.
 NY0832'
 NY0832'REFERENCE MARK NO. 2, STAMPED BRATTAIN NO 2 1948, IS A STANDARD
 NY0832'DISK SET IN A 15 INCH SQUARE CONCRETE POST PROJECTING 5 INCHES
 NY0832'ABOVE THE GROUND.  IT IS 1-1/2 FEET NORTH OF THE FENCE LINE.
 NY0832'
 NY0832'THE AZIMUTH MARK, STAMPED BRATTAIN 1948, IS A STANDARD DISK SET
 NY0832'IN A 12 INCH ROUND CONCRETE POST PROJECTING 2 INCHES ABOVE THE
 NY0832'GROUND.  IT IS IN THE NORTHEAST CORNER OF THE FIELD BORDERING
 NY0832'THE ZX RANCH HOUSE YARD AND 1-1/2 FEET SOUTHWEST OF THE FENCE
 NY0832'CORNER POST.  TO REACH THE AZIMUTH MARK FROM THE STATION GO
 NY0832'NORTH ON THE HIGHWAY 0.25 MILE TO A T INTERSECTION ON RIGHT.
 NY0832'TURN RIGHT AND GO EAST FOR 0.6 MILE TO THE FENCE CORNER AT THE
 NY0832'RANCH HOUSE AND THE MARK.
 NY0832'
 NY0832'TO REACH THE STATION FROM THE POST OFFICE IN PAISLEY GO SOUTHERLY
 NY0832'ON STATE HIGHWAY 31, TOWARDS LAKEVIEW, FOR 3.4 MILES TO THE FENCE
 NY0832'CORNER ON THE RIGHT AND THE STATION.
 NY0832
 NY0832                          STATION RECOVERY (1958)
 NY0832
 NY0832'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCL)
 NY0832'THE STATION, BOTH REFERENCE MARKS AND THE AZIMUTH MARK WERE
 NY0832'RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE DISTANCES TO THE
 NY0832'REFERENCE MARKS WERE VERIFIED.
 NY0832
 NY0832                          STATION RECOVERY (1984)
 NY0832
 NY0832'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 NY0832'THE STATION AND REFERENCE MARK 2 WERE RECOVERED.  THE MONUMENT FOR
 NY0832'REFERENCE MARK 1 WAS FOUND WITH THE TOP BROKEN OFF.  THE AZIMUTH MARK
 NY0832'WAS SEARCHED FOR BUT WAS NOT RECOVERED.  REFERENCE MARK 3 AND AZIMUTH
 NY0832'MARK 2 WERE ESTABLISHED AT THIS TIME.  THE STATION IS LOCATED ABOUT
 NY0832'4.8 KM (3.00 MI) SOUTH SOUTHWEST OF PAISLEY ON THE WEST SIDE OF
 NY0832'HIGHWAY 31.  TO REACH THE STATION FROM THE POST OFFICE IN PAISLEY GO
 NY0832'SOUTH ON HIGHWAY 31 FOR 3.35 MILES (5.39 KM) TO THE MARK ON THE RIGHT.
 NY0832'THE STATION IS A STANDARD CGS DISK STAMPED--BRATTAIN 1948---, SET INTO
 NY0832'THE TOP OF A SQUARE CONCRETE MONUMENT, 30 CM IN DIAMETER, PROJECTING
 NY0832'15 CM ABOVE THE GROUND.  THE STATION IS LOCATED 9.7 METERS (31.8 FT)
 NY0832'WEST FROM THE CENTERLINE OF HIGHWAY 31, 3.55 METERS (11.65 FT) SOUTH
 NY0832'FROM A TELEPHONE POLE, 1.80 METERS (5.91 FT) NORTH FROM A FENCE
 NY0832'CORNER, 0.85 METERS (2.79 FT) SOUTH-SOUTHEAST FROM A WITNESS POST.
 NY0832' 
 NY0832'REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED--BRATTAIN NO 2
 NY0832'1948--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 35 CM IN
 NY0832'DIAMETER, PROJECTING 10 CM ABOVE THE GROUND.  THE STATION IS LOCATED
 NY0832'19.5 METERS (64.0 FT) WEST FROM THE CENTERLINE OF ROAD, 10.0 METERS
 NY0832'(32.8 FT) WEST FROM A FENCE CORNER, 0.4 METER (1.3 FT) NORTH FROM A
 NY0832'FENCE AND O.5 METER (1.6 FT) HIGHER THAN THE STATION.
 NY0832' 
 NY0832'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--BRATTAIN 1948 NO 3
 NY0832'1984--.  THE STATION IS LOCATED 10.0 METERS (32.8 FT) WEST FROM THE
 NY0832'CENTERLINE OF THE ROAD, 13.8 METERS (45.3 FT) NORTH FROM A FENCE
 NY0832'CORNER, 8.2 METERS (26.9 FT) NORTH FROM A TELEPHONE POLE AND SAME
 NY0832'ELEVATION AS THE STATION.
 NY0832' 
 NY0832'AZIMUTH MARK NO 2 IS A STANDARD AZIMUTH MARK DISK STAMPED---BRATTAIN
 NY0832'1948 NO 2 1984---, SET INTO THE TOP OF A CONCRETE MONUMENT, 25 CM IN
 NY0832'DIAMETER, THAT PROJECTS 12 CM ABOVE THE GROUND. THE MARK IS 8.3 METERS
 NY0832'(27.2 FT) EAST OF THE CENTERLINE OF THE HIGHWAY 3.0 METERS (9.8 FT)
 NY0832'SOUTHEAST OF THE EAST END OF A CULVERT, 0.35 METER (1.15 FT) WEST OF A
 NY0832'FENCE AND 0.30 METER (0.98 FT) WEST FROM A WITNESS POST. TO REACH FROM
 NY0832'THE POST OFFICE IN PAISLEY GO SOUTH ON HIGHWAY 31 FOR 6.2 KM (3.85 MI)
 NY0832'TO THE MARK ON THE LEFT.
 NY0832
 NY0832                          STATION RECOVERY (2007)
 NY0832
 NY0832'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (DWM)
 NY0832'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1948 ***********************************************************************
 SC1948  DESIGNATION -  BREAK
 SC1948  PID         -  SC1948
 SC1948  STATE/COUNTY-  OR/CLATSOP
 SC1948  USGS QUAD   -  CATHLAMET BAY (1984)
 SC1948
 SC1948                         *CURRENT SURVEY CONTROL
 SC1948  ___________________________________________________________________
 SC1948* NAD 83(1991)-  46 12 13.25948(N)    123 44 59.55435(W)     ADJUSTED  
 SC1948* NAVD 88     -              **(meters)            **(feet)            
 SC1948  ___________________________________________________________________
 SC1948  LAPLACE CORR-          11.09  (seconds)                    DEFLEC99
 SC1948  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 SC1948  HORZ ORDER  -  THIRD
 SC1948
 SC1948.The horizontal coordinates were established by classical geodetic methods
 SC1948.and adjusted by the National Geodetic Survey in October 1991.
 SC1948
 SC1948
 SC1948.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1948
 SC1948.The geoid height was determined by GEOID03.
 SC1948
 SC1948;                    North         East     Units Scale Factor Converg.
 SC1948;SPC OR N     -   286,979.761 2,249,232.248   MT  1.00005820   -2 18 17.2
 SC1948;SPC OR N     -   941,534.65  7,379,370.89   iFT  1.00005820   -2 18 17.2
 SC1948;SPC WA S     -   101,905.085   249,266.053   MT  0.99993663   -2 21 38.5
 SC1948;SPC WA S     -   334,333.60    817,800.38   sFT  0.99993663   -2 21 38.5
 SC1948;UTM  10      - 5,116,951.759   442,148.844   MT  0.99964114   -0 32 28.6
 SC1948
 SC1948                          SUPERSEDED SURVEY CONTROL
 SC1948
 SC1948  NAD 83(1986)-  46 12 13.26997(N)    123 44 59.54334(W) AD(       ) 4
 SC1948  NAD 27      -  46 12 13.88716(N)    123 44 55.03784(W) AD(       ) 3
 SC1948
 SC1948.Superseded values are not recommended for survey control.
 SC1948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1948.See file dsdata.txt to determine how the superseded data were derived.
 SC1948
 SC1948_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS4214916952(NAD 83)
 SC1948_MARKER: Z = SEE DESCRIPTION
 SC1948_SETTING: 0 = UNSPECIFIED SETTING
 SC1948_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC1948
 SC1948  HISTORY     - Date     Condition        Report By
 SC1948  HISTORY     - 1947     MONUMENTED       CGS
 SC1948  HISTORY     - 1984     GOOD             USPSQD
 SC1948
 SC1948                          STATION DESCRIPTION
 SC1948
 SC1948'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (EHB)
 SC1948'AN UNMARKED STATION.  IT IS AT THE END OF THE BREAKWATER ON MOTT
 SC1948'ISLAND, OFF THE U.S. NAVAL STATION AT TONGUE POINT.
 SC1948
 SC1948                          STATION RECOVERY (1984)
 SC1948
 SC1948'RECOVERY NOTE BY US POWER SQUADRON 1984 (RCC)
 SC1948'UNMARKED STATION RECOVERED IN GOOD CONDITION.
 SC1948'
 SC1948'IT IS AT THE END OF THE BREAKWATER ON THE NORTHWEST CORNER OF MOTT
 SC1948'ISLAND, OFF THE OLD U.S. AND NAVAL STATION AT TONGUE POINT.
 SC1948'NAVAL STATION IS NOW OCCUPIED BY U.S. COAST GUARD BUOY STATION AND
 SC1948'TONGUE POINT JOB CORPS. CENTER.
 SC1948'
 SC1948'PICTURE ATTACHED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1682 ***********************************************************************
 RC1682  DESIGNATION -  BREAK 2
 RC1682  PID         -  RC1682
 RC1682  STATE/COUNTY-  OR/HOOD RIVER
 RC1682  USGS QUAD   -  HOOD RIVER (1994)
 RC1682
 RC1682                         *CURRENT SURVEY CONTROL
 RC1682  ___________________________________________________________________
 RC1682* NAD 83(1991)-  45 42 47.59776(N)    121 31 29.00427(W)     NO CHECK  
 RC1682* NAVD 88     -        47.863  (meters)     157.03   (feet)  ADJUSTED  
 RC1682  ___________________________________________________________________
 RC1682  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 RC1682  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 RC1682  DYNAMIC HT  -          47.862 (meters)     157.03  (feet)  COMP
 RC1682  MODELED GRAV-     980,602.6   (mgal)                       NAVD 88
 RC1682
 RC1682  HORZ ORDER  -  THIRD
 RC1682  VERT ORDER  -  FIRST     CLASS II
 RC1682
 RC1682.The horizontal coordinates were established by classical geodetic methods
 RC1682.and adjusted by the National Geodetic Survey in October 1991.
 RC1682.No horizontal observational check was made to the station.
 RC1682
 RC1682.The orthometric height was determined by differential leveling
 RC1682.and adjusted in June 1991.
 RC1682
 RC1682.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC1682
 RC1682.The geoid height was determined by GEOID03.
 RC1682
 RC1682.The dynamic height is computed by dividing the NAVD 88
 RC1682.geopotential number by the normal gravity value computed on the
 RC1682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1682.degrees latitude (g = 980.6199 gals.).
 RC1682
 RC1682.The modeled gravity was interpolated from observed gravity values.
 RC1682
 RC1682;                    North         East     Units Scale Factor Converg.
 RC1682;SPC OR N     -   227,926.719 2,420,219.405   MT  0.99993973   -0 43 36.2
 RC1682;SPC OR N     -   747,791.07  7,940,352.38   iFT  0.99993973   -0 43 36.2
 RC1682;SPC WA S     -    42,743.479   420,212.357   MT  1.00002939   -0 44 39.7
 RC1682;SPC WA S     -   140,234.23  1,378,646.71   sFT  1.00002939   -0 44 39.7
 RC1682;UTM  10      - 5,063,243.575   614,822.503   MT  0.99976209   +1 03 22.3
 RC1682
 RC1682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC1682!SPC OR N     -   0.99999587  x   0.99993973  =   0.99993560
 RC1682!SPC WA S     -   0.99999587  x   1.00002939  =   1.00002526
 RC1682!UTM  10      -   0.99999587  x   0.99976209  =   0.99975796
 RC1682
 RC1682|---------------------------------------------------------------------|
 RC1682| PID    Reference Object                     Distance      Geod. Az  |
 RC1682|                                                           dddmmss.s |
 RC1682| RC1683 BREAK 2 RM 3                                       05628     |
 RC1682| RC1680 BREAK                                13.872 METERS 18554     |
 RC1682| RC1678 T 579                                              2614645.4 |
 RC1682| RC1684 BREAK 2 RM 4                                       32220     |
 RC1682|---------------------------------------------------------------------|
 RC1682
 RC1682                          SUPERSEDED SURVEY CONTROL
 RC1682
 RC1682  NAD 83(1986)-  45 42 47.61160(N)    121 31 29.00685(W) AD(       ) 3
 RC1682  NGVD 29 (07/19/86)   46.84   (m)          153.7    (f) LEVELING    3  
 RC1682
 RC1682.Superseded values are not recommended for survey control.
 RC1682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1682.See file dsdata.txt to determine how the superseded data were derived.
 RC1682
 RC1682_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR1482363244(NAD 83)
 RC1682_MARKER: DS = TRIANGULATION STATION DISK
 RC1682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC1682_SP_SET: CONCRETE POST
 RC1682_STAMPING: BREAK 2 1975
 RC1682_MARK LOGO: NGS   
 RC1682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1682+STABILITY: SURFACE MOTION
 RC1682
 RC1682  HISTORY     - Date     Condition        Report By
 RC1682  HISTORY     - 1975     MONUMENTED       NGS
 RC1682  HISTORY     - 1975     GOOD             NGS
 RC1682  HISTORY     - 1987     GOOD             USPSQD
 RC1682  HISTORY     - 1987     GOOD             NGS
 RC1682
 RC1682                          STATION DESCRIPTION
 RC1682
 RC1682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 RC1682'THE STATION IS AT THE NORTH EDGE OF HOOD RIVER, ON RIGHT-OF-WAY
 RC1682'BETWEEN INTERSTATE 80N, AND THE RAILROAD.
 RC1682'
 RC1682'TO REACH THE STATION FROM THE HOOD RIVER POST OFFICE GO EAST ON
 RC1682'CASCADE STREET FOR 0.1 MILE TO SECOND STREET, TURN LEFT, AND GO
 RC1682'NORTH OVER THE RAILROAD, AND INTERSTATE 80N FOR 0.1 MILE TO
 RC1682'INTERSTATE 80N WESTBOUND, GO WEST ON INTERSTATE 80N FOR 0.65 MILE
 RC1682'TO THE STATION ON THE RIGHT.
 RC1682'
 RC1682'THE STATION MARK, STAMPED BREAK 2 1975, IS A STANDARD DISK SET IN A
 RC1682'12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3-INCHES, 100 FEET
 RC1682'NORTH OF THE CENTER OF THE WESTBOUND LANE OF INTERSTATE 80N, 32
 RC1682'FEET SOUTH OF THE TOP OF THE BLUFF ABOVE THE RAILROAD TRACKS, 1
 RC1682'FOOT EAST OF A METAL WITNESS POST, AND 10 FEET HIGHER THAN THE
 RC1682'FREEWAY.
 RC1682'
 RC1682'REFERENCE MARK NO. 3, STAMPED BREAK 2 NO 3 1975, IS A STANDARD DISK
 RC1682'SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3-INCHES,
 RC1682'120 FEET NORTH OF THE CENTER OF THE WESTBOUND LANE OF INTERSTATE
 RC1682'80N, 6 FEET SOUTH OF THE TOP OF THE BLUFF, 1 FOOT EAST OF A METAL
 RC1682'WITNESS POST, AND 4 FEET LOWER THAN THE STATION.
 RC1682'
 RC1682'REFERENCE MARK NO. 4, STAMPED BREAK 2 NO 4 1975, IS A STANDARD DISK
 RC1682'SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3-INCHES,
 RC1682'140 FEET NORTH OF THE CENTER OF THE WESTBOUND LANE OF INTERSTATE
 RC1682'80N, 5 FEET SOUTH OF THE TOP OF THE BLUFF, AND 4 FEET LOWER THAN
 RC1682'THE STATION.
 RC1682'
 RC1682'TO REACH BENCH MARK T 579 (OSHD) FROM THE STATION GO WEST ON
 RC1682'INTERSTATE 80N FOR 0.3 MILE TO THE OVERPASS OVER WESTCLIFF DRIVE,
 RC1682'AND THE MARK ON THE LEFT.
 RC1682'
 RC1682'BENCH MARK T 579 (OSHD), WHICH WAS USED FOR THE AZIMUTH MARK, IS AN
 RC1682'UNSTAMPED OREGON STATE HIGHWAY BENCH MARK DISK SET IN THE CURB OF
 RC1682'THE BRIDGE OVER WESTCLIFF DRIVE, 50 FEET WEST OF THE CENTER OF
 RC1682'WESTCLIFF DRIVE, 23 FEET SOUTH OF THE CENTER OF INTERSTATE 80N,
 RC1682'EASTBOUND, 4 FEET EAST OF THE WEST END OF THE CONCRETE PARAPET,
 RC1682'AND 10-INCHES HIGHER THAN THE HIGHWAY.
 RC1682
 RC1682                          STATION RECOVERY (1975)
 RC1682
 RC1682'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 RC1682'IN HOOD RIVER.
 RC1682'REACHED FROM THE HOOD RIVER POST OFFICE GO EAST ON CASCADE STREET FOR
 RC1682'0.1 MILE TO SECOND STREET, TURN LEFT, AND GO NORTH, OVER THE RAILROAD,
 RC1682'AND INTERSTATE 80N FOR 0.1 MILE TO INTERSTATE 80N WESTBOUND, GO WEST
 RC1682'ON INTERSTATE 80N FOR 0.65 MILE TO THE BENCH MARK ON THE RIGHT, 100
 RC1682'FEET NORTH OF THE CENTER OF INTERSTATE 80N, WESTBOUND, 32 FEET SOUTH
 RC1682'OF THE TOP OF THE BLUFF ABOVE THE RAILROAD TRACKS, 1 FOOT EAST OF A
 RC1682'METAL WITNESS POST, AND 10 FEET HIGHER THAN THE FREEWAY, SET IN A
 RC1682'12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3-INCHES.
 RC1682
 RC1682                          STATION RECOVERY (1987)
 RC1682
 RC1682'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWE)
 RC1682'RECOVERED IN GOOD CONDITION.
 RC1682
 RC1682                          STATION RECOVERY (1987)
 RC1682
 RC1682'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RC1682'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1683 ***********************************************************************
 RC1683  DESIGNATION -  BREAK 2 RM 3
 RC1683  PID         -  RC1683
 RC1683  STATE/COUNTY-  OR/HOOD RIVER
 RC1683  USGS QUAD   -  HOOD RIVER (1994)
 RC1683
 RC1683                         *CURRENT SURVEY CONTROL
 RC1683  ___________________________________________________________________
 RC1683* NAD 83(1986)-  45 42 46.     (N)    121 31 29.     (W)     SCALED    
 RC1683* NAVD 88     -        46.629  (meters)     152.98   (feet)  ADJUSTED  
 RC1683  ___________________________________________________________________
 RC1683  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 RC1683  DYNAMIC HT  -          46.628 (meters)     152.98  (feet)  COMP
 RC1683  MODELED GRAV-     980,602.7   (mgal)                       NAVD 88
 RC1683
 RC1683  VERT ORDER  -  FIRST     CLASS II
 RC1683
 RC1683.The horizontal coordinates were scaled from a topographic map and have
 RC1683.an estimated accuracy of +/- 6 seconds.
 RC1683
 RC1683.The orthometric height was determined by differential leveling
 RC1683.and adjusted in June 1991.
 RC1683
 RC1683.The geoid height was determined by GEOID03.
 RC1683
 RC1683.The dynamic height is computed by dividing the NAVD 88
 RC1683.geopotential number by the normal gravity value computed on the
 RC1683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1683.degrees latitude (g = 980.6199 gals.).
 RC1683
 RC1683.The modeled gravity was interpolated from observed gravity values.
 RC1683
 RC1683;                    North         East    Units  Estimated Accuracy
 RC1683;SPC OR N     -   227,880.    2,420,220.      MT  (+/- 180 meters Scaled)
 RC1683
 RC1683                          SUPERSEDED SURVEY CONTROL
 RC1683
 RC1683.No superseded survey control is available for this station.
 RC1683
 RC1683_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR148631(NAD 83)
 RC1683_MARKER: DR = REFERENCE MARK DISK
 RC1683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC1683_SP_SET: CONCRETE POST
 RC1683_STAMPING: BREAK 2 NO 3 1975
 RC1683_MARK LOGO: NGS   
 RC1683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1683+STABILITY: SURFACE MOTION
 RC1683
 RC1683  HISTORY     - Date     Condition        Report By
 RC1683  HISTORY     - 1975     MONUMENTED       NGS
 RC1683  HISTORY     - 1987     GOOD             NGS
 RC1683
 RC1683                          STATION DESCRIPTION
 RC1683
 RC1683'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 RC1683'IN HOOD RIVER.
 RC1683'REACHED FROM THE HOOD RIVER POST OFFICE GO EAST ON CASCADE STREET FOR
 RC1683'0.1 MILE TO SECOND STREET, TURN LEFT, AND GO NORTH, OVER THE RAILROAD,
 RC1683'AND INTERSTATE 80N FOR 0.1 MILE TO INTERSTATE 80N WESTBOUND, GO WEST
 RC1683'ON INTERSTATE 80N FOR 0.65 MILE TO THE MARK ON THE RIGHT, 120 FEET
 RC1683'NORTH OF THE CENTER OF THE WESTBOUND LANE OF INTERSTATE 80N, 36.90
 RC1683'FEET NORTHEAST OF TRIANGULATION STATION BREAK 2, 6 FEET SOUTH OF THE
 RC1683'TOP OF THE BLUFF, AND 1 FOOT EAST OF A METAL WITNESS POST SET IN A
 RC1683'10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3-INCHES.
 RC1683
 RC1683                          STATION RECOVERY (1987)
 RC1683
 RC1683'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RC1683'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1684 ***********************************************************************
 RC1684  DESIGNATION -  BREAK 2 RM 4
 RC1684  PID         -  RC1684
 RC1684  STATE/COUNTY-  OR/HOOD RIVER
 RC1684  USGS QUAD   -  HOOD RIVER (1994)
 RC1684
 RC1684                         *CURRENT SURVEY CONTROL
 RC1684  ___________________________________________________________________
 RC1684* NAD 83(1986)-  45 42 46.     (N)    121 31 28.     (W)     SCALED    
 RC1684* NAVD 88     -        46.638  (meters)     153.01   (feet)  ADJUSTED  
 RC1684  ___________________________________________________________________
 RC1684  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 RC1684  DYNAMIC HT  -          46.638 (meters)     153.01  (feet)  COMP
 RC1684  MODELED GRAV-     980,602.8   (mgal)                       NAVD 88
 RC1684
 RC1684  VERT ORDER  -  FIRST     CLASS II
 RC1684
 RC1684.The horizontal coordinates were scaled from a topographic map and have
 RC1684.an estimated accuracy of +/- 6 seconds.
 RC1684
 RC1684.The orthometric height was determined by differential leveling
 RC1684.and adjusted in June 1991.
 RC1684
 RC1684.The geoid height was determined by GEOID03.
 RC1684
 RC1684.The dynamic height is computed by dividing the NAVD 88
 RC1684.geopotential number by the normal gravity value computed on the
 RC1684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1684.degrees latitude (g = 980.6199 gals.).
 RC1684
 RC1684.The modeled gravity was interpolated from observed gravity values.
 RC1684
 RC1684;                    North         East    Units  Estimated Accuracy
 RC1684;SPC OR N     -   227,880.    2,420,240.      MT  (+/- 180 meters Scaled)
 RC1684
 RC1684                          SUPERSEDED SURVEY CONTROL
 RC1684
 RC1684.No superseded survey control is available for this station.
 RC1684
 RC1684_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR148631(NAD 83)
 RC1684_MARKER: DR = REFERENCE MARK DISK
 RC1684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC1684_SP_SET: CONCRETE POST
 RC1684_STAMPING: BREAK 2 NO 4 1975
 RC1684_MARK LOGO: NGS   
 RC1684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1684+STABILITY: SURFACE MOTION
 RC1684
 RC1684  HISTORY     - Date     Condition        Report By
 RC1684  HISTORY     - 1975     MONUMENTED       NGS
 RC1684  HISTORY     - 1987     GOOD             NGS
 RC1684
 RC1684                          STATION DESCRIPTION
 RC1684
 RC1684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 RC1684'IN HOOD RIVER.
 RC1684'REACHED FROM THE HOOD RIVER POST OFFICE BY GOING EAST ON CASCADE
 RC1684'STREET FOR 0.1 MILE TO SECOND STREET, TURN LEFT, AND GO NORTH, OVER
 RC1684'THE RAILROAD, AND INTERSTATE 80N FOR 0.1 MILE TO INTERSTATE 80N
 RC1684'WESTBOUND, GO WEST ON INTERSTATE 80N FOR 0.65 MILE TO THE MARK ON THE
 RC1684'RIGHT, 140 FEET NORTH OF THE CENTER OF THE WESTBOUND LANES OF
 RC1684'INTERSTATE 80N, 55.99 FEET NORTHWEST OF TRIANGULATION STATION BREAK 2,
 RC1684'AND 5 FEET SOUTH OF THE TOP OF THE BLUFF SET IN A 10-INCH SQUARE
 RC1684'CONCRETE MONUMENT THAT PROJECTS 3-INCHES.
 RC1684
 RC1684                          STATION RECOVERY (1987)
 RC1684
 RC1684'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RC1684'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1138 ***********************************************************************
 OA1138  DESIGNATION -  BREAKWATER
 OA1138  PID         -  OA1138
 OA1138  STATE/COUNTY-  OR/DOUGLAS
 OA1138  USGS QUAD   -  REEDSPORT (1985)
 OA1138
 OA1138                         *CURRENT SURVEY CONTROL
 OA1138  ___________________________________________________________________
 OA1138* NAD 83(1991)-  43 43 16.60995(N)    124 06 27.00423(W)     ADJUSTED  
 OA1138* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 OA1138  ___________________________________________________________________
 OA1138  LAPLACE CORR-          12.96  (seconds)                    DEFLEC99
 OA1138  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 OA1138  HORZ ORDER  -  THIRD
 OA1138
 OA1138.The horizontal coordinates were established by classical geodetic methods
 OA1138.and adjusted by the National Geodetic Survey in October 1991.
 OA1138
 OA1138.The orthometric height was scaled from a topographic map.
 OA1138
 OA1138.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1138
 OA1138.The geoid height was determined by GEOID03.
 OA1138
 OA1138;                    North         East     Units Scale Factor Converg.
 OA1138;SPC OR S     -   234,495.897 1,209,412.003   MT  0.99994111   -2 28 05.0
 OA1138;SPC OR S     -   769,343.49  3,967,887.15   iFT  0.99994111   -2 28 05.0
 OA1138;UTM  10      - 4,841,512.772   410,792.210   MT  0.99969788   -0 45 55.8
 OA1138
 OA1138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1138!SPC OR S     -   1.00000343  x   0.99994111  =   0.99994454
 OA1138!UTM  10      -   1.00000343  x   0.99969788  =   0.99970131
 OA1138
 OA1138:                Primary Azimuth Mark                     Grid Az
 OA1138:SPC OR S     -  UMPQUA                                   191 30 42.3
 OA1138:UTM  10      -  UMPQUA                                   189 48 33.1
 OA1138
 OA1138|---------------------------------------------------------------------|
 OA1138| PID    Reference Object                     Distance      Geod. Az  |
 OA1138|                                                           dddmmss.s |
 OA1138| OA1132 UMPQUA                              APPROX. 1.4 KM 1890237.3 |
 OA1138| OA1121 CANNERY SMOKESTACK                  APPROX. 1.5 KM 2901405.8 |
 OA1138|---------------------------------------------------------------------|
 OA1138
 OA1138                          SUPERSEDED SURVEY CONTROL
 OA1138
 OA1138  NAD 83(1986)-  43 43 16.61267(N)    124 06 27.05292(W) AD(       ) 3
 OA1138  NAD 27      -  43 43 17.07700(N)    124 06 22.57700(W) AD(       ) 3
 OA1138
 OA1138.Superseded values are not recommended for survey control.
 OA1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1138.See file dsdata.txt to determine how the superseded data were derived.
 OA1138
 OA1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP1079241513(NAD 83)
 OA1138
 OA1138  HISTORY     - Date     Condition        Report By
 OA1138  HISTORY     - 1885     MONUMENTED       CGS
 OA1138  HISTORY     - 1948     SEE DESCRIPTION  CGS
 OA1138
 OA1138                          STATION DESCRIPTION
 OA1138
 OA1138'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RAE)
 OA1138'A THOROUGH SEARCH WAS MADE FOR THE STATION IN THE AREA INDICATED
 OA1138'BY THE GEOGRAPHIC POSITION BUT IT COULD NOT BE FOUND.
 OA1138'
 OA1138'THE STATION SHOULD BE CLASSIFIED AS LOST AND REFERENCE TO IT
 OA1138'SHOULD BE DELETED FROM ALL RECORDS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 MV0343 ***********************************************************************
 MV0343  DESIGNATION -  BREEZY
 MV0343  PID         -  MV0343
 MV0343  STATE/COUNTY-  OR/HARNEY
 MV0343  USGS QUAD   -  SAGE HEN HILLS (1966)
 MV0343
 MV0343                         *CURRENT SURVEY CONTROL
 MV0343  ___________________________________________________________________
 MV0343* NAD 83(1991)-  41 59 37.82985(N)    119 19 45.80675(W)     ADJUSTED  
 MV0343* NAVD 88     -      1926.9    (meters)    6322.     (feet)  VERTCON   
 MV0343  ___________________________________________________________________
 MV0343  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 MV0343  GEOID HEIGHT-         -20.21  (meters)                     GEOID03
 MV0343  HORZ ORDER  -  SECOND
 MV0343
 MV0343.The horizontal coordinates were established by classical geodetic methods
 MV0343.and adjusted by the National Geodetic Survey in October 1991.
 MV0343
 MV0343.The NAVD 88 height was computed by applying the VERTCON shift value to
 MV0343.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MV0343
 MV0343.The Laplace correction was computed from DEFLEC99 derived deflections.
 MV0343
 MV0343.The geoid height was determined by GEOID03.
 MV0343
 MV0343;                    North         East     Units Scale Factor Converg.
 MV0343;SPC OR S     -    37,023.293 1,597,002.022   MT  1.00010272   +0 48 03.1
 MV0343;SPC OR S     -   121,467.50  5,239,507.95   iFT  1.00010272   +0 48 03.1
 MV0343;SPC NV W     - 4,804,283.363   738,188.609   MT  0.99994700   -0 29 57.0
 MV0343;SPC NV W     -15,762,053.00  2,421,873.79   sFT  0.99994700   -0 29 57.0
 MV0343;UTM  11      - 4,651,717.262   307,061.134   MT  1.00005808   -1 33 32.3
 MV0343
 MV0343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MV0343!SPC OR S     -   0.99970104  x   1.00010272  =   0.99980373
 MV0343!SPC NV W     -   0.99970104  x   0.99994700  =   0.99964806
 MV0343!UTM  11      -   0.99970104  x   1.00005808  =   0.99975911
 MV0343
 MV0343|---------------------------------------------------------------------|
 MV0343| PID    Reference Object                     Distance      Geod. Az  |
 MV0343|                                                           dddmmss.s |
 MV0343| CD6965 BREEZY RM 2                           7.114 METERS 08818     |
 MV0343| MV0342 DELAY                               APPROX. 1.5 KM 1613640.9 |
 MV0343| CD6963 BREEZY AZ MK                                       3354615.0 |
 MV0343| CD6964 BREEZY RM 1                           7.796 METERS 35911     |
 MV0343|---------------------------------------------------------------------|
 MV0343
 MV0343                          SUPERSEDED SURVEY CONTROL
 MV0343
 MV0343  NAD 83(1986)-  41 59 37.83213(N)    119 19 45.80632(W) AD(       ) 2
 MV0343  NAD 27      -  41 59 38.21800(N)    119 19 42.07400(W) AD(       ) 2
 MV0343  NGVD 29 (07/19/86) 1925.6    (m)         6318.     (f) VERT ANG    3  
 MV0343
 MV0343.Superseded values are not recommended for survey control.
 MV0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0343.See file dsdata.txt to determine how the superseded data were derived.
 MV0343
 MV0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG0706151717(NAD 83)
 MV0343_MARKER: DS = TRIANGULATION STATION DISK
 MV0343_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MV0343
 MV0343  HISTORY     - Date     Condition        Report By
 MV0343  HISTORY     - 1950     MONUMENTED       CGS
 MV0343
 MV0343                          STATION DESCRIPTION
 MV0343
 MV0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (EBL)
 MV0343'THE STATION IS LOCATED ABOUT 60 MILES AIRLINE NORTHEAST OF
 MV0343'CEDARVILLE, CALIFORNIA, 36 MILES AIRLINE WEST OF DENIO, NEVADA, 5
 MV0343'FEET NORTH OF THE BOUNDARY FENCE ON THE NEVADA-OREGON STATE LINE,
 MV0343'AND ON THE CREST OF A PROMINENT, BARREN RIDGE THAT RUNS NORTH AND
 MV0343'SOUTH.  THE MARK, STAMPED BREEZY 1950, IS A BRONZE DISK BRAZED TO
 MV0343'THE TOP OF A 2-INCH PIPE THAT PROJECTS 5 INCHES AND IS 8 FEET
 MV0343'SOUTHEAST OF A WHITE WITNESS POST.
 MV0343'
 MV0343'RM 1, STAMPED BREEZY NO 1 1950, IS A BRONZE DISK BRAZED TO THE TOP
 MV0343'OF A 2-INCH PIPE THAT PROJECTS 7 INCHES AND IS AT THE SAME ELEVATION
 MV0343'AS THE STATION.
 MV0343'
 MV0343'RM 2, STAMPED BREEZY NO 2 1950, IS A BRONZE DISK BRAZED TO THE TOP
 MV0343'OF A 2-INCH PIPE THAT PROJECTS 5 INCHES.  IT IS 6 FEET NORTH OF A
 MV0343'FENCE LINE AND AT THE SAME ELEVATION AS THE STATION.
 MV0343'
 MV0343'THE AZIMUTH MARK, STAMPED BREEZY 1950, IS A BRONZE DISK SET IN A
 MV0343'2 X 2 FOOT BOULDER THAT PROJECTS 6 INCHES.  IT IS 4 FEET EAST OF A
 MV0343'WHITE WITNESS POST, ON THE CREST OF THE RIDGE AND SLIGHTLY LOWER
 MV0343'THAN THE STATION.
 MV0343'
 MV0343'TO REACH THE STATION FROM DENIO, NEVADA, GO SOUTHWEST ON THE ROAD TO
 MV0343'CEDARVILLE, CALIFORNIA, FOR 31.0 MILES TO THE ROAD FORK 1.0 MILE
 MV0343'NORTH-NORTHWEST OF THE ROCK BUILDINGS OF THE SHELDON GAME REFUGE.
 MV0343'CONTINUE WESTERLY ON THE ROAD TO CEDARVILLE FOR 9.0 MILES TO A
 MV0343'CATTLE GUARD AND SIDE ROAD RIGHT.  TURN RIGHT AND FOLLOW ROAD
 MV0343'ALONG THE WEST SIDE OF FENCE FOR 4.7 MILES TO A GATE.  PASS
 MV0343'THROUGH GATE AND FOLLOW MAIN TRAVELED ROAD FOR 1.0 MILE TO A ROAD
 MV0343'FORK AT A SECOND GATE.  PASS THROUGH GATE AND FOLLOW THE MAIN
 MV0343'TRAVELED ROAD FOR 1.6 MILES TO A ROAD FORK AND A THIRD GATE.
 MV0343'TAKE THE RIGHT FORK THROUGH GATE AND GO 4.4 MILES TO A FORK.  TAKE
 MV0343'RIGHT FORK AND GO 1.1 MILES TO A REVERSE Y WHICH IS ABOUT 0.7
 MV0343'MILE SOUTH OF STATION SAGE HEN.  TURN LEFT AND FOLLOW ROAD
 MV0343'WESTERLY FOR 4.2 MILES ACROSS SAGE HEN FLATS TO WHERE THE ROAD
 MV0343'ENTERS A NARROW GORGE.  TURN LEFT ACROSS COUNTRY, FOLLOWING
 MV0343'ALONG THE BASE OF THE RIDGE FOR 0.2 MILE TO A GRADED ROAD WHICH
 MV0343'GOES UP THE SIDE OF THE RIDGE.  FOLLOW THIS ROAD WESTERLY TO THE
 MV0343'SUMMIT OF THE RIDGE, ABOUT 0.3 MILE.  TURN LEFT ACROSS COUNTRY
 MV0343'AND FOLLOW ALONG THE CREST OF THE RIDGE FOR 1.7 MILES TO THE
 MV0343'AZIMUTH MARK.  CONTINUE SOUTHERLY FOR 0.5 MILE TO THE
 MV0343'BOUNDARY FENCE AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AJ8161 ***********************************************************************
 AJ8161  DESIGNATION -  BREIT
 AJ8161  PID         -  AJ8161
 AJ8161  STATE/COUNTY-  OR/MARION
 AJ8161  USGS QUAD   -  DETROIT (1994)
 AJ8161
 AJ8161                         *CURRENT SURVEY CONTROL
 AJ8161  ___________________________________________________________________
 AJ8161* NAD 83(2007)-  44 44 24.84059(N)    122 09 21.31418(W)     ADJUSTED  
 AJ8161* NAVD 88     -       485.2    (meters)    1592.     (feet)  GPS OBS   
 AJ8161  ___________________________________________________________________
 AJ8161  EPOCH DATE  -        2007.00
 AJ8161  X           -  -2,415,389.899 (meters)                     COMP
 AJ8161  Y           -  -3,842,126.137 (meters)                     COMP
 AJ8161  Z           -   4,467,215.869 (meters)                     COMP
 AJ8161  LAPLACE CORR-           3.64  (seconds)                    DEFLEC99
 AJ8161  ELLIP HEIGHT-         463.389 (meters)          (02/10/07) ADJUSTED
 AJ8161  GEOID HEIGHT-         -21.87  (meters)                     GEOID03
 AJ8161
 AJ8161  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ8161  Type    PID    Designation                      North   East  Ellip
 AJ8161  -------------------------------------------------------------------
 AJ8161  NETWORK AJ8161 BREIT                             0.71   0.49   2.33
 AJ8161  -------------------------------------------------------------------
 AJ8161
 AJ8161.The horizontal coordinates were established by GPS observations
 AJ8161.and adjusted by the National Geodetic Survey in February 2007.
 AJ8161
 AJ8161.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ8161.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ8161.The horizontal coordinates are valid at the epoch date displayed above.
 AJ8161.The epoch date for horizontal control is a decimal equivalence
 AJ8161.of Year/Month/Day.
 AJ8161
 AJ8161.The orthometric height was determined by GPS observations and a
 AJ8161.high-resolution geoid model.
 AJ8161
 AJ8161.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8161
 AJ8161.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8161
 AJ8161.The ellipsoidal height was determined by GPS observations
 AJ8161.and is referenced to NAD 83.
 AJ8161
 AJ8161.The geoid height was determined by GEOID03.
 AJ8161
 AJ8161;                    North         East     Units Scale Factor Converg.
 AJ8161;SPC OR N     -   120,640.523 2,368,866.655   MT  0.99992238   -1 10 27.7
 AJ8161;SPC OR N     -   395,802.24  7,771,872.23   iFT  0.99992238   -1 10 27.7
 AJ8161;UTM  10      - 4,954,440.792   566,826.307   MT  0.99965491   +0 35 39.0
 AJ8161
 AJ8161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8161!SPC OR N     -   0.99992735  x   0.99992238  =   0.99984974
 AJ8161!UTM  10      -   0.99992735  x   0.99965491  =   0.99958228
 AJ8161
 AJ8161                          SUPERSEDED SURVEY CONTROL
 AJ8161
 AJ8161  NAD 83(1998)-  44 44 24.83879(N)    122 09 21.31448(W) AD(       ) B
 AJ8161  ELLIP H (02/26/02)  463.393  (m)                       GP(       ) 3 2
 AJ8161
 AJ8161.Superseded values are not recommended for survey control.
 AJ8161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8161.See file dsdata.txt to determine how the superseded data were derived.
 AJ8161
 AJ8161_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ6682654441(NAD 83)
 AJ8161_MARKER: DD = SURVEY DISK
 AJ8161_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AJ8161_SP_SET: BRIDGE ABUTMENT
 AJ8161_STAMPING: BREIT 1969 B.M. U.S.A.E.
 AJ8161_MARK LOGO: BPR   
 AJ8161_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ8161_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8161_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8161+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2008
 AJ8161
 AJ8161  HISTORY     - Date     Condition        Report By
 AJ8161  HISTORY     - 1969     MONUMENTED       BPR
 AJ8161  HISTORY     - 20080410 GOOD             USACE
 AJ8161
 AJ8161                          STATION DESCRIPTION
 AJ8161
 AJ8161'DESCRIBED BY US BUREAU OF PUBLIC ROADS 1969
 AJ8161'THE STATION IS LOCATED ON THE NORTHWEST EDGE OF DETROIT, IN THE TOP OF
 AJ8161'THE WINGWALL AT
 AJ8161'THE NORTHWEST CORNER OF THE STATE HIGHWAY 22 BRIDGE OVER THE
 AJ8161'BREITENBUSH RIVER.
 AJ8161'OWNERSHIP -- OREGON STATE DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY.
 AJ8161' 
 AJ8161'TO REACH THE STATION FROM THE U.S. POST OFFICE IN DETROIT, GO NORTH ON
 AJ8161'DETROIT AVENUE
 AJ8161'FOR 0.16 KM (0.1 MI) TO THE JUNCTION OF STATE HIGHWAY 22.  TURN LEFT,
 AJ8161'NORTHWESTERLY, ON
 AJ8161'HIGHWAY 22 FOR 0.48 KM (0.3 MI) TO THE STATION ON THE RIGHT.
 AJ8161' 
 AJ8161'THE STATION IS A PUBLIC ROADS ADMINISTRATION DISK SET IN TOP OF THE
 AJ8161'WINGWALL AT THE
 AJ8161'NORTHWEST CORNER OF THE BRIDGE.  IT IS 18.3 M (60.0 FT) EAST FROM THE
 AJ8161'CENTER OF FRENCH
 AJ8161'CREEK ROAD, 5.6 M (18.5 FT) NORTH FROM THE CENTER OF HIGHWAY 22, AND
 AJ8161'0.7 M (2.2 FT) NORTH
 AJ8161'FROM THE NORTH GUARD RAIL.
 AJ8161' 
 AJ8161'
 AJ8161
 AJ8161                          STATION RECOVERY (2008)
 AJ8161
 AJ8161'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2008 (GBC)
 AJ8161'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0925 ***********************************************************************
 OA0925  DESIGNATION -  BREWER
 OA0925  PID         -  OA0925
 OA0925  STATE/COUNTY-  OR/CURRY
 OA0925  USGS QUAD   -  LANGLOIS (1996)
 OA0925
 OA0925                         *CURRENT SURVEY CONTROL
 OA0925  ___________________________________________________________________
 OA0925* NAD 83(1991)-  42 55 57.28558(N)    124 25 25.94571(W)     ADJUSTED  
 OA0925* NAVD 88     -       306.     (meters)    1004.     (feet)  SCALED    
 OA0925  ___________________________________________________________________
 OA0925  LAPLACE CORR-          14.52  (seconds)                    DEFLEC99
 OA0925  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 OA0925  HORZ ORDER  -  THIRD
 OA0925
 OA0925.The horizontal coordinates were established by classical geodetic methods
 OA0925.and adjusted by the National Geodetic Survey in October 1991.
 OA0925
 OA0925.The orthometric height was scaled from a topographic map.
 OA0925
 OA0925.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA0925
 OA0925.The geoid height was determined by GEOID03.
 OA0925
 OA0925;                    North         East     Units Scale Factor Converg.
 OA0925;SPC OR S     -   148,122.110 1,179,842.149   MT  0.99990305   -2 41 04.2
 OA0925;SPC OR S     -   485,964.93  3,870,873.19   iFT  0.99990305   -2 41 04.2
 OA0925;UTM  10      - 4,754,311.337   383,814.697   MT  0.99976607   -0 58 11.9
 OA0925
 OA0925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA0925!SPC OR S     -   0.99995616  x   0.99990305  =   0.99985922
 OA0925!UTM  10      -   0.99995616  x   0.99976607  =   0.99972224
 OA0925
 OA0925|---------------------------------------------------------------------|
 OA0925| PID    Reference Object                     Distance      Geod. Az  |
 OA0925|                                                           dddmmss.s |
 OA0925| CD9115 BREWER RM ON FENCE LINE                            10450     |
 OA0925| OA1456 SPUR                                APPROX.20.3 KM 3574922.7 |
 OA0925|---------------------------------------------------------------------|
 OA0925
 OA0925                          SUPERSEDED SURVEY CONTROL
 OA0925
 OA0925  NAD 83(1986)-  42 55 57.26399(N)    124 25 25.99162(W) AD(       ) 3
 OA0925  NAD 27      -  42 55 57.83600(N)    124 25 21.58700(W) AD(       ) 3
 OA0925
 OA0925.Superseded values are not recommended for survey control.
 OA0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0925.See file dsdata.txt to determine how the superseded data were derived.
 OA0925
 OA0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN8381554311(NAD 83)
 OA0925_MARKER: Z = SEE DESCRIPTION
 OA0925_SETTING: 0 = UNSPECIFIED SETTING
 OA0925
 OA0925  HISTORY     - Date     Condition        Report By
 OA0925  HISTORY     - 1922     MONUMENTED       CGS
 OA0925  HISTORY     - 1953     SEE DESCRIPTION  USGS
 OA0925
 OA0925                          STATION DESCRIPTION
 OA0925
 OA0925'DESCRIBED BY COAST AND GEODETIC SURVEY 1922 (RFL)
 OA0925'THIS STATION IS IN A FIELD OWNED BY J.M. BREWER, 1-3/4 MILES FROM
 OA0925'LANGLOIS ON THE OLD MAIL ROAD BETWEEN LANGLOIS AND MYRTLE
 OA0925'POINT.  THE FIELD ADJOINS THE ROAD.  THE STATION IS ON A HIGH KNOLL
 OA0925'ABOUT 75 METERS FROM THE MAIL ROAD.  FROM THE STATION CAPE BLANCO
 OA0925'LIGHTHOUSE IS IN RANGE WITH THE RIGHT SIDE OF A HILL 150 METERS
 OA0925'FROM THE STATION.
 OA0925'
 OA0925'SURFACE MARK IS A STANDARD BRONZE DISK SET IN CONCRETE AT THE
 OA0925'CENTER OF THE TOP OF A TILE.
 OA0925'
 OA0925'UNDERGROUND MARK IS A BLOCK OF CONCRETE, 3 FEET BELOW THE GROUND
 OA0925'CONTAINING A GLASS BOTTLE WITH THE NECK PROJECTING A LITTLE ABOVE
 OA0925'THE CONCRETE.
 OA0925'
 OA0925'REFERENCE MARK IS A STANDARD BRONZE DISK SET AT THE CENTER OF THE
 OA0925'TOP OF A SQUARE BLOCK OF CONCRETE.
 OA0925'
 OA0925'WITNESS MARK IS A TREE MARKED WITH A TRIANGULAR BLAZE WITH A NAIL
 OA0925'AT THE CENTER AND EACH APEX OF THE TRIANGLE.
 OA0925'
 OA0925'IT IS UNCERTAIN WHETHER THE DISTANCES GIVEN ARE IN METERS OR FEET.
 OA0925
 OA0925                          STATION RECOVERY (1953)
 OA0925
 OA0925'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 OA0925'THE SURFACE MARK WAS DESTROYED.  UNDERGROUND MARK NOT DUG
 OA0925'FOR.  REFERENCE MARK FOUND DISTURBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC1056 ***********************************************************************
 PC1056  DESIGNATION -  BREWSTER
 PC1056  PID         -  PC1056
 PC1056  STATE/COUNTY-  OR/COOS
 PC1056  USGS QUAD   -  DORA (1990)
 PC1056
 PC1056                         *CURRENT SURVEY CONTROL
 PC1056  ___________________________________________________________________
 PC1056* NAD 83(1991)-  43 09 46.70751(N)    123 53 07.31941(W)     ADJUSTED  
 PC1056* NAVD 88     -       708.     (meters)    2323.     (feet)  SCALED    
 PC1056  ___________________________________________________________________
 PC1056  LAPLACE CORR-           6.84  (seconds)                    DEFLEC99
 PC1056  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 PC1056  HORZ ORDER  -  SECOND
 PC1056
 PC1056.The horizontal coordinates were established by classical geodetic methods
 PC1056.and adjusted by the National Geodetic Survey in October 1991.
 PC1056
 PC1056.The orthometric height was scaled from a topographic map.
 PC1056
 PC1056.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC1056
 PC1056.The geoid height was determined by GEOID03.
 PC1056
 PC1056;                    North         East     Units Scale Factor Converg.
 PC1056;SPC OR S     -   171,776.525 1,224,788.619   MT  0.99989461   -2 18 57.9
 PC1056;SPC OR S     -   563,571.28  4,018,335.36   iFT  0.99989461   -2 18 57.9
 PC1056;UTM  10      - 4,779,293.498   428,026.069   MT  0.99966372   -0 36 20.5
 PC1056
 PC1056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC1056!SPC OR S     -   0.99989279  x   0.99989461  =   0.99978741
 PC1056!UTM  10      -   0.99989279  x   0.99966372  =   0.99955654
 PC1056
 PC1056:                Primary Azimuth Mark                     Grid Az
 PC1056:SPC OR S     -  SUGAR LOAF LOOKOUT TOWER                 220 43 27.4
 PC1056:UTM  10      -  SUGAR LOAF LOOKOUT TOWER                 219 00 50.0
 PC1056
 PC1056|---------------------------------------------------------------------|
 PC1056| PID    Reference Object                     Distance      Geod. Az  |
 PC1056|                                                           dddmmss.s |
 PC1056| OA0885 SUGAR LOAF LOOKOUT TOWER            APPROX.46.0 KM 2182429.5 |
 PC1056| OA1423 YANKEE                              APPROX.10.9 KM 2561547.6 |
 PC1056| OA1239 BLUE RIDGE                          APPROX.21.2 KM 3111025.3 |
 PC1056|---------------------------------------------------------------------|
 PC1056
 PC1056                          SUPERSEDED SURVEY CONTROL
 PC1056
 PC1056  NAD 83(1986)-  43 09 46.69990(N)    123 53 07.35168(W) AD(       ) 2
 PC1056  NAD 27      -  43 09 47.29400(N)    123 53 02.99900(W) AD(       ) 2
 PC1056
 PC1056.Superseded values are not recommended for survey control.
 PC1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC1056.See file dsdata.txt to determine how the superseded data were derived.
 PC1056
 PC1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN2802679293(NAD 83)
 PC1056_MARKER: Z = SEE DESCRIPTION
 PC1056_SETTING: 0 = UNSPECIFIED SETTING
 PC1056_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PC1056
 PC1056  HISTORY     - Date     Condition        Report By
 PC1056  HISTORY     - 1942     MONUMENTED       USGS
 PC1056  HISTORY     - 20010725 MARK NOT FOUND   USPSQD
 PC1056
 PC1056                          STATION DESCRIPTION
 PC1056
 PC1056'DESCRIBED BY US GEOLOGICAL SURVEY 1942 (JCS)
 PC1056'THE STATION IS LOCATED ON THE SUMMIT OF WHAT IS KNOWN AS BREWSTER
 PC1056'ROCK, ABOUT 15 MILES NE OF MYRTLE POINT, 6 MILES E OF DORA.  THE
 PC1056'MARK IS A BRONZE DISK OF THE GEOLOGICAL SURVEY CEMENTED IN A
 PC1056'DRILL HOLE OF A BOULDER AND THE STATION IS CENTERED UNDER THE
 PC1056'LOOKOUT TOWER (BREWSTER ROCK) OF THE FOREST SERVICE.  THE
 PC1056'TRIANGULATION STATION BREWSTER (C. AND G.S.) IS LOCATED 7.401
 PC1056'METERS DISTANT IN AZIMUTH 190 DEG 09 MIN.
 PC1056'
 PC1056'BREWSTER ROCK LOOKOUT TOWER IS A WOODEN STRUCTURE, ABOUT 50
 PC1056'FEET IN HEIGHT.  THE HOUSE IS PAINTED WHITE AND THE SUPPORTS ARE
 PC1056'UNPAINTED.
 PC1056'
 PC1056'LOCATION DETERMINED BY DISTANCE AND DIRECTION FROM TRIANGULATION
 PC1056'STATION BREWSTER (C. AND G.S.).
 PC1056
 PC1056                          STATION RECOVERY (2001)
 PC1056
 PC1056'RECOVERY NOTE BY US POWER SQUADRON 2001 (AES)
 PC1056'ROAD TO BREWSTER ROCK IMPASSABLE AT THIS TIME WITHOUT EXTENSIVE BRUSH
 PC1056'CLEARING.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC1055 ***********************************************************************
 PC1055  DESIGNATION -  BREWSTER RESET
 PC1055  PID         -  PC1055
 PC1055  STATE/COUNTY-  OR/COOS
 PC1055  USGS QUAD   -  DORA (1990)
 PC1055
 PC1055                         *CURRENT SURVEY CONTROL
 PC1055  ___________________________________________________________________
 PC1055* NAD 83(1991)-  43 09 46.94363(N)    123 53 07.26182(W)     ADJUSTED  
 PC1055* NAVD 88     -       708.1    (meters)    2323.     (feet)  VERTCON   
 PC1055  ___________________________________________________________________
 PC1055  LAPLACE CORR-           6.84  (seconds)                    DEFLEC99
 PC1055  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 PC1055  HORZ ORDER  -  SECOND
 PC1055
 PC1055.The horizontal coordinates were established by classical geodetic methods
 PC1055.and adjusted by the National Geodetic Survey in October 1991.
 PC1055
 PC1055.The NAVD 88 height was computed by applying the VERTCON shift value to
 PC1055.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PC1055
 PC1055.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC1055
 PC1055.The geoid height was determined by GEOID03.
 PC1055
 PC1055;                    North         East     Units Scale Factor Converg.
 PC1055;SPC OR S     -   171,783.752 1,224,790.213   MT  0.99989461   -2 18 57.9
 PC1055;SPC OR S     -   563,594.99  4,018,340.59   iFT  0.99989461   -2 18 57.9
 PC1055;UTM  10      - 4,779,300.768   428,027.446   MT  0.99966372   -0 36 20.4
 PC1055
 PC1055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC1055!SPC OR S     -   0.99989279  x   0.99989461  =   0.99978741
 PC1055!UTM  10      -   0.99989279  x   0.99966372  =   0.99955654
 PC1055
 PC1055|---------------------------------------------------------------------|
 PC1055| PID    Reference Object                     Distance      Geod. Az  |
 PC1055|                                                           dddmmss.s |
 PC1055| CD9117 BREWSTER RM 1                         8.737 METERS 11938     |
 PC1055| CD9116 BREWSTER AZ MK                                     1282545.4 |
 PC1055| PC1056 BREWSTER                              7.402 METERS 19007     |
 PC1055|---------------------------------------------------------------------|
 PC1055
 PC1055                          SUPERSEDED SURVEY CONTROL
 PC1055
 PC1055  NAD 83(1986)-  43 09 46.93603(N)    123 53 07.29412(W) AD(       ) 2
 PC1055  NAD 27      -  43 09 47.53500(N)    123 53 02.95900(W) AD(       ) 2
 PC1055  NGVD 29 (07/19/86)  707.0    (m)         2320.     (f) VERT ANG    3  
 PC1055
 PC1055.Superseded values are not recommended for survey control.
 PC1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC1055.See file dsdata.txt to determine how the superseded data were derived.
 PC1055
 PC1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN2802779301(NAD 83)
 PC1055_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PC1055_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 PC1055_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 PC1055
 PC1055  HISTORY     - Date     Condition        Report By
 PC1055  HISTORY     - 1942     MONUMENTED       CGS
 PC1055  HISTORY     - 1953     SEE DESCRIPTION  CGS
 PC1055  HISTORY     - 20010725 MARK NOT FOUND   USPSQD
 PC1055
 PC1055                          STATION DESCRIPTION
 PC1055
 PC1055'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JCS)
 PC1055'LOCATED ABOUT 15 MILES NE OF MYRTLE POINT, 6 MILES E OF DORA, 1
 PC1055'1/4 MILES NW OF SITKUM SCHOOLHOUSE AND ABOUT 1-1/2 MILES N OF
 PC1055'THE E FORK COQUILLE RIVER.  ON TOP OF WHAT IS KNOWN AS BREWSTER
 PC1055'ROCK AND ABOUT 24 FEET N OF THE CENTER OF U.S. FOREST SERVICE
 PC1055'LOOKOUT.
 PC1055'
 PC1055'STATION MARK IS A BRONZE STATION MARK SET IN CONCRETE IN THE
 PC1055'TOP OF A TILE, AS DESCRIBED IN NOTE 6A.  IT PROJECTS ABOUT 4
 PC1055'INCHES ABOVE THE GROUND AND IS STAMPED BREWSTER 1942.
 PC1055'
 PC1055'REFERENCE MARK NO.1 IS A BRONZE REFERENCE MARK SET IN CONCRETE
 PC1055'IN THE TOP OF A TILE, AS DESCRIBED IN NOTE 13A.  IT IS E OF THE
 PC1055'STATION AND PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.  IT IS
 PC1055'STAMPED BREWSTER NO.1 1942.
 PC1055'
 PC1055'ANOTHER REFERENCE MARK IS U.S.G.S. STATION MARK.  IT IS S OF
 PC1055'STATION AND UNDER THE CENTER OF U.S. FOREST SERVICE LOOKOUT.  IT
 PC1055'IS CEMENTED IN DRILL HOLE IN BOULDER AND IS STAMPED BREWSTER 1942.
 PC1055'
 PC1055'AZIMUTH MARK IS BRONZE AZIMUTH DISK SET IN A CONCRETE IN THE
 PC1055'TOP OF A TILE, AS DESCRIBED IN NOTE 13A.  IT IS ABOUT 1.0 MILE E
 PC1055'OF THE STATION AND ABOUT 15 FEET S OF ROAD TO STATION, JUST
 PC1055'OPPOSITE SHARP CURVE IN ROAD.  IT IS STAMPED BREWSTER 1942.
 PC1055'
 PC1055'TO REACH FROM MYRTLE POINT GO N ON U.S. HIGHWAY 42 FOR 1.5
 PC1055'MILES TO ROAD LEADING RIGHT, JUST AFTER THE EAST FORK BRIDGE.  SIGN
 PC1055'N FORK ROAD-DORA-SITKUM ETC.  TURN RIGHT AND FOLLOW THIS ROAD N
 PC1055'AND E TOWARD DORA AND SITKUM FOR 26.1 MILES TO SITKUM SCHOOL ON
 PC1055'THE RIGHT.  CONTINUE 0.1 MILE TO BREWSTER ROCK ROAD LEADING
 PC1055'LEFT.  TURN LEFT AND FOLLOW THE MAIN-TRAVELED ROAD N FOR 0.5
 PC1055'MILE.  TURN LEFT OPPOSITE THE RANCH HOUSE AND FOLLOW THE
 PC1055'BREWSTER ROCK LOOKOUT ROAD UPGRADE 3.5 MILES TO TOP OF HILL
 PC1055'AND STATION JUST N OF THE LOOKOUT.
 PC1055'
 PC1055'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 PC1055
 PC1055                          STATION RECOVERY (1953)
 PC1055
 PC1055'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CTH)
 PC1055'THE STATION WAS RECOVERED AS DESCRIBED, AND FOUND IN GOOD
 PC1055'CONDITION, EXCEPT THE AZIMUTH MARK WHICH WAS RESET BY THIS
 PC1055'PARTY.  A DESCRIPTION OF THE AZIMUTH MARK FOLLOWS.
 PC1055'
 PC1055'THE AZIMUTH MARK STAMPED BREWSTER 1942 RESET 1953 IS A STANDARD
 PC1055'DISK SET IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 14 FEET
 PC1055'EAST OF THE CENTER LINE OF THE ROAD, AND 2 FEET WEST OF THE
 PC1055'WITNESS POST.  TO REACH FROM THE STATION, GO BACK DOWN HILL FOR
 PC1055'1.1 MILES TO THE AZIMUTH MARK ON THE LEFT.
 PC1055
 PC1055                          STATION RECOVERY (2001)
 PC1055
 PC1055'RECOVERY NOTE BY US POWER SQUADRON 2001 (AES)
 PC1055'ROAD TO BREWSTER ROCK IMPASSABLE AT THIS TIME WITHOUT EXTENSIVE BRUSH
 PC1055'CLEARING.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1609 ***********************************************************************
 RD1609  DESIGNATION -  BRI
 RD1609  PID         -  RD1609
 RD1609  STATE/COUNTY-  OR/MULTNOMAH
 RD1609  USGS QUAD   -  BRIDAL VEIL (1994)
 RD1609
 RD1609                         *CURRENT SURVEY CONTROL
 RD1609  ___________________________________________________________________
 RD1609* NAD 83(2007)-  45 33 34.65960(N)    122 10 37.75303(W)     ADJUSTED  
 RD1609* NAVD 88     -        23.630  (meters)      77.53   (feet)  ADJUSTED  
 RD1609  ___________________________________________________________________
 RD1609  EPOCH DATE  -        2007.00
 RD1609  X           -  -2,382,258.573 (meters)                     COMP
 RD1609  Y           -  -3,786,309.804 (meters)                     COMP
 RD1609  Z           -   4,531,112.751 (meters)                     COMP
 RD1609  LAPLACE CORR-           8.17  (seconds)                    DEFLEC99
 RD1609  ELLIP HEIGHT-           1.370 (meters)          (02/10/07) ADJUSTED
 RD1609  GEOID HEIGHT-         -22.22  (meters)                     GEOID03
 RD1609  DYNAMIC HT  -          23.629 (meters)      77.52  (feet)  COMP
 RD1609
 RD1609  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 RD1609  Type    PID    Designation                      North   East  Ellip
 RD1609  -------------------------------------------------------------------
 RD1609  NETWORK RD1609 BRI                               0.61   0.41   1.90
 RD1609  -------------------------------------------------------------------
 RD1609  MODELED GRAV-     980,593.0   (mgal)                       NAVD 88
 RD1609
 RD1609  VERT ORDER  -  FIRST     CLASS II
 RD1609
 RD1609.The horizontal coordinates were established by GPS observations
 RD1609.and adjusted by the National Geodetic Survey in February 2007.
 RD1609
 RD1609.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 RD1609.See www.ngs.noaa.gov/NationalReadjustment for more information.
 RD1609.The horizontal coordinates are valid at the epoch date displayed above.
 RD1609.The epoch date for horizontal control is a decimal equivalence
 RD1609.of Year/Month/Day.
 RD1609
 RD1609.The orthometric height was determined by differential leveling
 RD1609.and adjusted in June 1991.
 RD1609
 RD1609.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RD1609
 RD1609.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1609
 RD1609.The ellipsoidal height was determined by GPS observations
 RD1609.and is referenced to NAD 83.
 RD1609
 RD1609.The geoid height was determined by GEOID03.
 RD1609
 RD1609.The dynamic height is computed by dividing the NAVD 88
 RD1609.geopotential number by the normal gravity value computed on the
 RD1609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1609.degrees latitude (g = 980.6199 gals.).
 RD1609
 RD1609.The modeled gravity was interpolated from observed gravity values.
 RD1609
 RD1609;                    North         East     Units Scale Factor Converg.
 RD1609;SPC OR N     -   211,709.898 2,369,075.518   MT  0.99991783   -1 11 21.9
 RD1609;SPC OR N     -   694,586.28  7,772,557.47   iFT  0.99991783   -1 11 21.9
 RD1609;SPC WA S     -    26,545.435   369,055.629   MT  1.00007325   -1 13 05.8
 RD1609;SPC WA S     -    87,091.15  1,210,810.01   sFT  1.00007325   -1 13 05.8
 RD1609;UTM  10      - 5,045,450.250   564,218.424   MT  0.99965070   +0 35 15.1
 RD1609
 RD1609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1609!SPC OR N     -   0.99999979  x   0.99991783  =   0.99991762
 RD1609!SPC WA S     -   0.99999979  x   1.00007325  =   1.00007304
 RD1609!UTM  10      -   0.99999979  x   0.99965070  =   0.99965049
 RD1609
 RD1609                          SUPERSEDED SURVEY CONTROL
 RD1609
 RD1609  NAD 83(1998)-  45 33 34.65796(N)    122 10 37.75444(W) AD(       ) B
 RD1609  ELLIP H (02/26/02)    1.376  (m)                       GP(       ) 3 2
 RD1609  NAD 83(1991)-  45 33 34.65589(N)    122 10 37.75342(W) AD(       ) 2
 RD1609  ELLIP H (10/15/91)    1.517  (m)                       GP(       ) 4 1
 RD1609  NAD 83(1986)-  45 33 34.66713(N)    122 10 37.76191(W) AD(       ) 2
 RD1609  NAVD 88 (02/26/02)   23.63   (m)           77.5    (f) LEVELING    3  
 RD1609  NGVD 29 (09/20/88)   22.59   (m)           74.1    (f) LEVELING    3  
 RD1609
 RD1609.Superseded values are not recommended for survey control.
 RD1609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1609.See file dsdata.txt to determine how the superseded data were derived.
 RD1609
 RD1609_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER6421845450(NAD 83)
 RD1609_MARKER: DS = TRIANGULATION STATION DISK
 RD1609_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RD1609_SP_SET: SIDEWALK
 RD1609_STAMPING: BRI 1987
 RD1609_MARK LOGO: ORHD  
 RD1609_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD1609_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD1609_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD1609+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2005
 RD1609
 RD1609  HISTORY     - Date     Condition        Report By
 RD1609  HISTORY     - 1987     MONUMENTED       ORHD
 RD1609  HISTORY     - 1987     GOOD             NGS
 RD1609  HISTORY     - 19880112 GOOD
 RD1609  HISTORY     - 20001010 GOOD             OR-005
 RD1609  HISTORY     - 20051012 GOOD             USPSQD
 RD1609
 RD1609                          STATION DESCRIPTION
 RD1609
 RD1609'DESCRIBED BY OREGON HIGHWAY DEPARTMENT 1987 (LLR)
 RD1609'THE STATION IS LOCATED ABOUT 11.9 MILES EAST OF TROUTDALE AND AT
 RD1609'THE COMMUNITY OF BRIDAL VEIL.
 RD1609'
 RD1609'TO REACH FROM THE I 84 EASTBOUND ONRAMP AT TROUTDALE, GO EAST ON I
 RD1609'84 FOR 18.7 KM (11.7 MILES) TO EXIT 28.  TAKE EXIT TO STOP SIGN
 RD1609'(ABOUT 0.2 MILE).  THE MARK IS ABOUT 30 METERS (100 FEET) NE OF
 RD1609'THIS POINT.
 RD1609'
 RD1609'THE STATION IS AN ORHD DISK, STAMPED---BRI 1987---, SET INTO A DRILL
 RD1609'HOLE IN CONCRETE SIDEWALK ON THE CENTER, EAST SIDE OF AN OVERPASS.
 RD1609
 RD1609                          STATION RECOVERY (1987)
 RD1609
 RD1609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD1609'IN BRIDAL VEIL.
 RD1609'IN BRIDAL VEIL, IN TOP AND CENTER OF THE NORTH SIDEWALK OF THE BRIDGE
 RD1609'OVER INTERSTATE HIGHWAY 84 AT EXIT 28, DIRECTLY OVER THE PIERS WHICH
 RD1609'ARE BETWEEN THE EAST AND WEST LANES OF THE HIGHWAY, 2.7 M (8.9 FT)
 RD1609'NORTH OF THE CENTERLINE OF THE OVERPASS.
 RD1609'THE MARK IS 0.3 M ABOVE THE OVERPASS.
 RD1609
 RD1609                          STATION RECOVERY (1988)
 RD1609
 RD1609'RECOVERED 1988
 RD1609'RECOVERED IN GOOD CONDITION.
 RD1609
 RD1609                          STATION RECOVERY (2000)
 RD1609
 RD1609'RECOVERY NOTE BY CLACKAMAS COUNTY OREGON 2000 (CRC)
 RD1609'RECOVERED AS DESCRIBED
 RD1609' 
 RD1609'
 RD1609
 RD1609                          STATION RECOVERY (2005)
 RD1609
 RD1609'RECOVERY NOTE BY US POWER SQUADRON 2005 (SO)
 RD1609'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2230 ***********************************************************************
 RD2230  DESIGNATION -  BRIDAL VEIL SAWMILL
 RD2230  PID         -  RD2230
 RD2230  STATE/COUNTY-  OR/MULTNOMAH
 RD2230  USGS QUAD   -  BRIDAL VEIL (1994)
 RD2230
 RD2230                         *CURRENT SURVEY CONTROL
 RD2230  ___________________________________________________________________
 RD2230* NAD 83(1991)-  45 33 25.08341(N)    122 10 44.82546(W)     NO CHECK  
 RD2230* NAVD 88     -              **(meters)            **(feet)            
 RD2230  ___________________________________________________________________
 RD2230  LAPLACE CORR-           8.86  (seconds)                    DEFLEC99
 RD2230  GEOID HEIGHT-         -22.22  (meters)                     GEOID03
 RD2230  HORZ ORDER  -  THIRD
 RD2230
 RD2230.The horizontal coordinates were established by classical geodetic methods
 RD2230.and adjusted by the National Geodetic Survey in October 1991.
 RD2230.No horizontal observational check was made to the station.
 RD2230
 RD2230
 RD2230.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2230
 RD2230.The geoid height was determined by GEOID03.
 RD2230
 RD2230;                    North         East     Units Scale Factor Converg.
 RD2230;SPC OR N     -   211,417.526 2,368,916.035   MT  0.99991751   -1 11 26.9
 RD2230;SPC OR N     -   693,627.05  7,772,034.24   iFT  0.99991751   -1 11 26.9
 RD2230;SPC WA S     -    26,253.098   368,895.975   MT  1.00007408   -1 13 10.9
 RD2230;SPC WA S     -    86,132.04  1,210,286.21   sFT  1.00007408   -1 13 10.9
 RD2230;UTM  10      - 5,045,153.153   564,068.125   MT  0.99965047   +0 35 09.9
 RD2230
 RD2230                          SUPERSEDED SURVEY CONTROL
 RD2230
 RD2230  NAD 83(1986)-  45 33 25.09343(N)    122 10 44.83307(W) AD(       ) 4
 RD2230  NAD 27      -  45 33 25.66190(N)    122 10 40.51170(W) AD(       ) 3
 RD2230
 RD2230.Superseded values are not recommended for survey control.
 RD2230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2230.See file dsdata.txt to determine how the superseded data were derived.
 RD2230
 RD2230_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER6406845153(NAD 83)
 RD2230
 RD2230  HISTORY     - Date     Condition        Report By
 RD2230  HISTORY     - 1901     MONUMENTED       CGS
 RD2230  HISTORY     - 1948     SEE DESCRIPTION  CGS
 RD2230
 RD2230                          STATION DESCRIPTION
 RD2230
 RD2230'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RAE)
 RD2230'THIS SAWMILL WAS DESTROYED BY FIRE AND THEN REBUILT IN A NEARBY
 RD2230'LOCATION.
 RD2230'
 RD2230'THE STATION SHOULD BE CLASSIFIED AS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0676 ***********************************************************************
 RB0676  DESIGNATION -  BRIDGE
 RB0676  PID         -  RB0676
 RB0676  STATE/COUNTY-  OR/UMATILLA
 RB0676  USGS QUAD   -  JUNIPER (1993)
 RB0676
 RB0676                         *CURRENT SURVEY CONTROL
 RB0676  ___________________________________________________________________
 RB0676* NAD 83(1991)-  45 57 01.31040(N)    119 03 35.81087(W)     ADJUSTED  
 RB0676* NAVD 88     -       122.077  (meters)     400.51   (feet)  ADJUSTED  
 RB0676  ___________________________________________________________________
 RB0676  LAPLACE CORR-           3.08  (seconds)                    DEFLEC99
 RB0676  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 RB0676  DYNAMIC HT  -         122.076 (meters)     400.51  (feet)  COMP
 RB0676  MODELED GRAV-     980,608.3   (mgal)                       NAVD 88
 RB0676
 RB0676  HORZ ORDER  -  SECOND
 RB0676  VERT ORDER  -  FIRST     CLASS I
 RB0676
 RB0676.The horizontal coordinates were established by classical geodetic methods
 RB0676.and adjusted by the National Geodetic Survey in October 1991.
 RB0676
 RB0676.The orthometric height was determined by differential leveling
 RB0676.and adjusted in June 1991.
 RB0676.WARNING-Repeat measurements at this control monument indicate possible
 RB0676.vertical movement.
 RB0676
 RB0676.The Laplace correction was computed from DEFLEC99 derived deflections.
 RB0676
 RB0676.The geoid height was determined by GEOID03.
 RB0676
 RB0676.The dynamic height is computed by dividing the NAVD 88
 RB0676.geopotential number by the normal gravity value computed on the
 RB0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0676.degrees latitude (g = 980.6199 gals.).
 RB0676
 RB0676.The modeled gravity was interpolated from observed gravity values.
 RB0676
 RB0676;                    North         East     Units Scale Factor Converg.
 RB0676;SPC OR N     -   254,772.694 2,611,643.647   MT  0.99998776   +1 01 16.6
 RB0676;SPC OR N     -   835,868.42  8,568,384.67   iFT  0.99998776   +1 01 16.6
 RB0676;SPC WA S     -    69,602.284   611,641.990   MT  0.99997552   +1 02 45.8
 RB0676;SPC WA S     -   228,353.49  2,006,695.43   sFT  0.99997552   +1 02 45.8
 RB0676;UTM  11      - 5,090,595.762   340,352.027   MT  0.99991334   -1 28 51.1
 RB0676
 RB0676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RB0676!SPC OR N     -   0.99998425  x   0.99998776  =   0.99997201
 RB0676!SPC WA S     -   0.99998425  x   0.99997552  =   0.99995977
 RB0676!UTM  11      -   0.99998425  x   0.99991334  =   0.99989759
 RB0676
 RB0676|---------------------------------------------------------------------|
 RB0676| PID    Reference Object                     Distance      Geod. Az  |
 RB0676|                                                           dddmmss.s |
 RB0676| RB0677 BRIDGE RM 1                           4.890 METERS 05934     |
 RB0676| RB1382 WALL                                APPROX. 5.5 KM 0594143.1 |
 RB0676| RB0675 BRIDGE RM 2                           4.390 METERS 23956     |
 RB0676|---------------------------------------------------------------------|
 RB0676
 RB0676                          SUPERSEDED SURVEY CONTROL
 RB0676
 RB0676  NAD 83(1986)-  45 57 01.31636(N)    119 03 35.80486(W) AD(       ) 2
 RB0676  NAD 27      -  45 57 01.83800(N)    119 03 31.78000(W) AD(       ) 2
 RB0676  NGVD 29 (??/??/92)  121.071  (m)          397.21   (f) ADJ UNCH    1 1
 RB0676
 RB0676.Superseded values are not recommended for survey control.
 RB0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0676.See file dsdata.txt to determine how the superseded data were derived.
 RB0676
 RB0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL4035290596(NAD 83)
 RB0676_MARKER: DS = TRIANGULATION STATION DISK
 RB0676_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RB0676_SP_SET: SIDEWALK
 RB0676_STAMPING: BRIDGE 1941
 RB0676_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RB0676
 RB0676  HISTORY     - Date     Condition        Report By
 RB0676  HISTORY     - 1942     MONUMENTED       USE
 RB0676  HISTORY     - 1956     SEE DESCRIPTION  CGS
 RB0676  HISTORY     - 1968     SEE DESCRIPTION  CGS
 RB0676  HISTORY     - 1968     GOOD             NGS
 RB0676  HISTORY     - 1978     SEE DESCRIPTION  NGS
 RB0676
 RB0676                          STATION DESCRIPTION
 RB0676
 RB0676'DESCRIBED BY US ENGINEERS 1942 (ANS)
 RB0676'STATION IS LOCATED ABOUT 15.0 MILES E OF UMATILLA, 0.1 MILE S OF THE
 RB0676'COLUMBIA RIVER ON THE NW SIDE OF HIGHWAY BRIDGE ON U.S. HIGHWAY 730.
 RB0676'
 RB0676'STATION, STAMPED BRIDGE 1941, IS A STANDARD U.S.E. BRONZE DISK
 RB0676'CEMENTED IN A DRILL HOLE IN SIDEWALK ON THE NW SIDE OF BRIDGE.  IT
 RB0676'IS 2.8 FEET NW OF THE SE EDGE OF CURB OF SIDEWALK, 14.3 FEET NW OF
 RB0676'THE CENTER LINE OF U.S. HIGHWAY 730, AND 47.2 FEET SW OF THE NE
 RB0676'END OF BRIDGE.
 RB0676'
 RB0676'THERE IS NO UNDERGROUND MARK.
 RB0676'
 RB0676'REFERENCE MARK NO.1, STAMPED BRIDGE NO.1 1941, IS A STANDARD
 RB0676'U.S.E. BRONZE DISK CEMENTED IN A DRILL HOLE IN CONCRETE SIDEWALK ON
 RB0676'THE NW SIDE OF THE BRIDGE.  IT IS 2.8 FEET NW OF THE NE CURB OF
 RB0676'SIDEWALK, AND THE SAME ELEVATION AS THE STATION.
 RB0676'
 RB0676'REFERENCE MARK NO.2, STAMPED BRIDGE NO.2 1941, IS A STANDARD
 RB0676'U.S.E. BRONZE DISK CEMENTED IN A DRILL HOLE IN CONCRETE SIDEWALK ON
 RB0676'THE NW SIDE OF BRIDGE.  IT IS 2.9 FEET NW OF THE NE EDGE OF CURB
 RB0676'OF SIDEWALK AND THE SAME ELEVATION AS THE STATION.
 RB0676'
 RB0676'STATION WALL (U.S.E.) WAS USED AS AZIMUTH MARK.
 RB0676'
 RB0676'STATION IS REACHED AS FOLLOWS--
 RB0676'
 RB0676'FROM UMATILLA GO E 15.0 MILES ON U.S. HIGHWAY 730 TO STATION IN
 RB0676'HIGHWAY BRIDGE AT MILEPOST 206 (MILEAGE 205.99) NOT OVER A STREAM
 RB0676'AND NOT ACTUALLY A BRIDGE.
 RB0676
 RB0676                          STATION RECOVERY (1956)
 RB0676
 RB0676'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (FN)
 RB0676'RECOVERED.  STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 RB0676'CONDITION.  DESCRIPTION IS ADEQUATE EXCEPT FOR DIRECTIONS TO REACH
 RB0676'THE STATION.  NEW DIRECTIONS TO REACH THE STATION FOLLOW--
 RB0676'
 RB0676'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 730 AND THE
 RB0676'COLUMBIA RIVER BRIDGE ROAD IN UMATILLA, GO E ON U.S. HIGHWAY 730
 RB0676'FOR 14.1 MI. TO HIGHWAY MILEPOST 196, CONTINUE E FOR 0.6 MI. TO
 RB0676'THE STATION ON THE LEFT.
 RB0676
 RB0676                          STATION RECOVERY (1968)
 RB0676
 RB0676'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (CS)
 RB0676'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 RB0676'CONDITION.  ALL WERE LEVELED OVER.
 RB0676'
 RB0676'TO REACH FROM THE POST OFFICE AT UMATILLA, GO 14.65 MILES NORTHEAST
 RB0676'ALONG U.S. HIGHWAY 730.
 RB0676'
 RB0676'THE STATION IS A USE TRIANGULATION STATION DISK, STAMPED BRIDGE
 RB0676'1941.  IN R30E T5N, SECTION 4, IN THE TOP OF THE NORTHWEST CONCRETE
 RB0676'SIDEWALK OF A BRIDGE AROUND A ROCK BLUFF, 15-1/2 FEET NORTHWEST OF
 RB0676'THE CENTER LINE OF THE HIGHWAY.
 RB0676'
 RB0676'R.M. 1 IS A USE REFERENCE MARK DISK, STAMPED BRIDGE NO 1 1941.  IN
 RB0676'THE TOP OF THE NORTHWEST CONCRETE SIDEWALK OF THE BRIDGE, .6.0 FEET
 RB0676'NORTHEAST OF THE STATION.
 RB0676'
 RB0676'R.M. 2 IS A USE REFERENCE MARK DISK, STAMPED BRIDGE NO 2 1941.  IN
 RB0676'THE TOP OF THE NORTHWEST SIDEWALK OF THE BRIDGE, 14.7 FEET SOUTHWEST
 RB0676'OF THE STATION.
 RB0676'
 RB0676'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RB0676'ABOUT 14 MILES NORTHEAST OF UMATILLA.
 RB0676
 RB0676                          STATION RECOVERY (1968)
 RB0676
 RB0676'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 RB0676'14.65 MI NE FROM UMATILLA.
 RB0676'14.65 MILES NORTHEAST ALONG U.S. HIGHWAY 730 FROM THE POST OFFICE AT
 RB0676'UMATILLA, IN R30E T5N, SECTION 4, IN THE TOP OF THE NORTHWEST CONCRETE
 RB0676'SIDEWALK OF A HIGHWAY BRIDGE AROUND A ROCK BLUFF, 47.0 FEET SOUTHWEST
 RB0676'OF THE NORTHEAST END OF THE SIDEWALK, 15 1/2 FEET NORTHWEST OF THE
 RB0676'CENTER LINE OF THE HIGHWAY, 16.0 FEET SOUTHWEST OF R.M. 1, 14.7 FEET
 RB0676'NORTHEAST OF R.M. 2, AND ABOUT 6 FOOT HIGHER THAN THE HIGHWAY.
 RB0676
 RB0676                          STATION RECOVERY (1978)
 RB0676
 RB0676'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 RB0676'THE STATION MARK, AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 RB0676'CONDITION AS DESCRIBED.  THE FOLLOWING IS AN ALTERNATE TO REACH.
 RB0676'
 RB0676'TO REACH THE STATION FROM THE MC NARY POST OFFICE, GO SOUTH ON
 RB0676'WILLAMETTE AVENUE FOR 0.25 MILE TO U.S. HIGHWAY 730, TURN LEFT, AND
 RB0676'GO EAST ON U.S. HIGHWAY 730 FOR 12.6 MILES TO A SLIGHT RISE IN THE
 RB0676'HIGHWAY AT THE BRIDGE, AND THE STATION ON THE LEFT.
 RB0676'
 RB0676'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RB0676'13 MILES E-NE OF MC NARY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0623 ***********************************************************************
 QC0623  DESIGNATION -  BRIDGE
 QC0623  PID         -  QC0623
 QC0623  STATE/COUNTY-  OR/GRANT
 QC0623  USGS QUAD   -  SLICKEAR MOUNTAIN (1995)
 QC0623
 QC0623                         *CURRENT SURVEY CONTROL
 QC0623  ___________________________________________________________________
 QC0623* NAD 83(1991)-  44 58 09.68895(N)    119 16 37.73446(W)     ADJUSTED  
 QC0623* NAVD 88     -       712.918  (meters)    2338.97   (feet)  ADJUSTED  
 QC0623  ___________________________________________________________________
 QC0623  LAPLACE CORR-           5.44  (seconds)                    DEFLEC99
 QC0623  GEOID HEIGHT-         -19.00  (meters)                     GEOID03
 QC0623  DYNAMIC HT  -         712.737 (meters)    2338.37  (feet)  COMP
 QC0623  MODELED GRAV-     980,341.4   (mgal)                       NAVD 88
 QC0623
 QC0623  HORZ ORDER  -  THIRD
 QC0623  VERT ORDER  -  SECOND    CLASS 0
 QC0623
 QC0623.The horizontal coordinates were established by classical geodetic methods
 QC0623.and adjusted by the National Geodetic Survey in October 1991.
 QC0623
 QC0623.The orthometric height was determined by differential leveling
 QC0623.and adjusted in June 1991.
 QC0623
 QC0623.The Laplace correction was computed from DEFLEC99 derived deflections.
 QC0623
 QC0623.The geoid height was determined by GEOID03.
 QC0623
 QC0623.The dynamic height is computed by dividing the NAVD 88
 QC0623.geopotential number by the normal gravity value computed on the
 QC0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0623.degrees latitude (g = 980.6199 gals.).
 QC0623
 QC0623.The modeled gravity was interpolated from observed gravity values.
 QC0623
 QC0623;                    North         East     Units Scale Factor Converg.
 QC0623;SPC OR N     -   145,486.671 2,596,456.080   MT  0.99990061   +0 52 02.0
 QC0623;SPC OR N     -   477,318.47  8,518,556.69   iFT  0.99990061   +0 52 02.0
 QC0623;UTM  11      - 4,982,069.027   320,430.115   MT  0.99999651   -1 36 35.1
 QC0623
 QC0623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QC0623!SPC OR N     -   0.99989121  x   0.99990061  =   0.99979183
 QC0623!UTM  11      -   0.99989121  x   0.99999651  =   0.99988772
 QC0623
 QC0623|---------------------------------------------------------------------|
 QC0623| PID    Reference Object                     Distance      Geod. Az  |
 QC0623|                                                           dddmmss.s |
 QC0623| QC0653 P 411                                17.221 METERS 02429     |
 QC0623| QC0624 BRIDGE RM 2                          11.486 METERS 18235     |
 QC0623| QC0970 SPUR                                APPROX. 2.1 KM 2920403.8 |
 QC0623|---------------------------------------------------------------------|
 QC0623
 QC0623                          SUPERSEDED SURVEY CONTROL
 QC0623
 QC0623  NAD 83(1986)-  44 58 09.69607(N)    119 16 37.73044(W) AD(       ) 3
 QC0623  NAD 27      -  44 58 10.15700(N)    119 16 33.76800(W) AD(       ) 3
 QC0623  NGVD 29 (??/??/92)  711.790  (m)         2335.26   (f) ADJ UNCH    2 0
 QC0623
 QC0623.Superseded values are not recommended for survey control.
 QC0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0623.See file dsdata.txt to determine how the superseded data were derived.
 QC0623
 QC0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK2043082069(NAD 83)
 QC0623_MARKER: DS = TRIANGULATION STATION DISK
 QC0623_SETTING: 80 = SET IN A BOULDER
 QC0623_SP_SET: BOULDER
 QC0623_STAMPING: BRIDGE 1946
 QC0623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0623+STABILITY: SURFACE MOTION
 QC0623
 QC0623  HISTORY     - Date     Condition        Report By
 QC0623  HISTORY     - 1946     MONUMENTED       CGS
 QC0623  HISTORY     - 1946     GOOD             CGS
 QC0623
 QC0623                          STATION DESCRIPTION
 QC0623
 QC0623'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 QC0623'STATION IS LOCATED ABOUT 75 FEET NORTHWEST OF THE BRIDGE
 QC0623'ACROSS THE NORTH FORK OF THE JOHN DAY RIVER WHICH IS THE ONLY
 QC0623'CROSSING BETWEEN MONUMENT AND DALE.  IT IS ABOUT 8-1/2 MILES
 QC0623'NORTHWEST OF RITTER AND ABOUT 12-1/2 MILES NORTHEAST OF
 QC0623'MONUMENT.  STATION IS ABOUT 40 FEET HIGHER THAN THE BRIDGE
 QC0623'AND 15 FEET WEST OF THE EDGE OF THE RIM.  IT IS A BRONZE DISK
 QC0623'STAMPED--BRIDGE 1946 SET IN BEDROCK ABOUT 10 INCHES BELOW THE
 QC0623'SURFACE OF THE GROUND.
 QC0623'
 QC0623'REFERENCE MARK NO. 1 IS A U.S.C. AND G.S. BENCH MARK STAMPED--P
 QC0623'411 1946 SET IN BEDROCK OUTCROP ABOUT 10 FEET WEST OF THE
 QC0623'SHARP BREAK OF HILL AND IS NORTH-NORTHEAST OF THE STATION.
 QC0623'
 QC0623'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK STAMPED--BRIDGE
 QC0623'NO 2 1946 SET IN BEDROCK ON THE EDGE OF THE RIM SOUTH OF THE
 QC0623'STATION.
 QC0623'
 QC0623'TRIANGULATION STATION SPUR 1946 WAS USED AS THE AZIMUTH MARK.
 QC0623'SEE DESCRIPTION FOR THE STATION.
 QC0623'
 QC0623'SUBSTITUTE STATION IS P.P. 107V-83A WHICH IS A 6 INCH YELLOW
 QC0623'PINE TREE NORTH-NORTHEAST OF THE STATION ON THE SHARP BREAK OF
 QC0623'HILL.  IT IS ABOUT 50 FEET ABOVE THE RIVER AND ABOUT 80 FEET
 QC0623'NORTH-NORTHWEST OF THE WEST END OF THE BRIDGE AND ABOUT 30 FEET
 QC0623'WEST-NORTHWEST OF TWO LARGE PINE TREES.  IT IS AT THE SAME
 QC0623'ELEVATION AS THE STATION MARK.
 QC0623'
 QC0623'TO REACH THE STATION FROM RITTER STORE AND POST OFFICE, GO
 QC0623'SOUTHERLY FOR 0.2 MILES TO CROSS ROAD AT BARN, HERE TURN RIGHT
 QC0623'AS PER SIGN EIGHTMILE CREEK AND FOLLOW THE MAIN TRAVELED ROAD
 QC0623'DOWN THE RIVER FOR 2.4 MILES TO FORK JUST AFTER CROSSING CATTLE
 QC0623'GUARD, HERE TAKE LEFT FORK AND CONTINUE 1.8 MILES TO FORK AT
 QC0623'SIGNS PRIVATE ROAD NO PEDDLERS ALLOWED ETC., HERE TAKE RIGHT
 QC0623'FORK AND GO 1.45 MILES TO A WIRE GATE JUST AFTER PASSING A
 QC0623'FARM HOME ON THE LEFT, PASS THROUGH GATE AND CONTINUE DOWN
 QC0623'HILL FOR 0.5 MILE TO A T INTERSECTION JUST AFTER CROSSING A
 QC0623'BRIDGE.  TURN LEFT AND GO 1.0 MILE TO FORK, TAKE LEFT FORK
 QC0623'AND CONTINUE ON THE MAIN TRAVELED ROAD FOR 1.05 MILES TO
 QC0623'SCHOOL HOUSE ON THE RIGHT, THENCE CONTINUE FOR 0.6 MILE ON
 QC0623'THE MAIN TRAVELED ROAD TO FORK AT HOUSE IN THE WOODS ABOUT
 QC0623'200 YARDS TO THE LEFT.  HERE TAKE LEFT FORK AND GO 0.7 MILE
 QC0623'TO FORK, TAKE RIGHT FORK AND CONTINUE DOWN HILL PASSING A
 QC0623'FARM HOUSE ON THE RIGHT FOR 1.1 MILE TO BOARD GATE, PASS
 QC0623'THROUGH GATE AND CONTINUE DOWN HILL FOR 2.6 MILES TO
 QC0623'BRIDGE ACROSS RIVER AND STATION SITE.
 QC0623
 QC0623                          STATION RECOVERY (1946)
 QC0623
 QC0623'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 QC0623'21.8 MI NE FROM MONUMENT.
 QC0623'21.8 MILES NORTHEAST ALONG THE NORTH FORK OF THE JOHN DAY RIVER FROM
 QC0623'THE POST OFFICE AT MONUMENT.  ON THE SOUTHEAST SLOPE OF A HILL
 QC0623'OVER-LOOKING WOODEN BRIDGE OVER THE NORTH FORK OF THE JOHN DAY RIVER.
 QC0623'52 FEET SOUTH OF BENCH MARK P 411.  ABOUT 50 FEET ABOVE THE WATER. 35
 QC0623'FEET NORTH OF REFERENCE MARK NO. 2.  18 FEET WEST OF THE WEST EDGE OF
 QC0623'THE CANYON.  SET IN BOULDER 8 INCHES BELOW THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1454 ***********************************************************************
 RD1454  DESIGNATION -  BRIDGE
 RD1454  PID         -  RD1454
 RD1454  STATE/COUNTY-  OR/TILLAMOOK
 RD1454  USGS QUAD   -  TILLAMOOK (1985)
 RD1454
 RD1454                         *CURRENT SURVEY CONTROL
 RD1454  ___________________________________________________________________
 RD1454* NAD 83(1991)-  45 27 22.16204(N)    123 51 35.24890(W)     ADJUSTED  
 RD1454* NAVD 88     -         7.143  (meters)      23.43   (feet)  ADJUSTED  
 RD1454  ___________________________________________________________________
 RD1454  LAPLACE CORR-          19.80  (seconds)                    DEFLEC99
 RD1454  GEOID HEIGHT-         -22.37  (meters)                     GEOID03
 RD1454  DYNAMIC HT  -           7.144 (meters)      23.44  (feet)  COMP
 RD1454  MODELED GRAV-     980,683.5   (mgal)                       NAVD 88
 RD1454
 RD1454  HORZ ORDER  -  THIRD
 RD1454  VERT ORDER  -  FIRST     CLASS II
 RD1454
 RD1454.The horizontal coordinates were established by classical geodetic methods
 RD1454.and adjusted by the National Geodetic Survey in October 1991.
 RD1454
 RD1454.The orthometric height was determined by differential leveling
 RD1454.and adjusted in June 1991.
 RD1454
 RD1454.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1454
 RD1454.The geoid height was determined by GEOID03.
 RD1454
 RD1454.The dynamic height is computed by dividing the NAVD 88
 RD1454.geopotential number by the normal gravity value computed on the
 RD1454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1454.degrees latitude (g = 980.6199 gals.).
 RD1454
 RD1454.The modeled gravity was interpolated from observed gravity values.
 RD1454
 RD1454;                    North         East     Units Scale Factor Converg.
 RD1454;SPC OR N     -   204,315.021 2,237,301.621   MT  0.99990714   -2 22 57.8
 RD1454;SPC OR N     -   670,324.87  7,340,228.42   iFT  0.99990714   -2 22 57.8
 RD1454;UTM  10      - 5,033,985.098   432,775.173   MT  0.99965556   -0 36 46.1
 RD1454
 RD1454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1454!SPC OR N     -   1.00000239  x   0.99990714  =   0.99990953
 RD1454!UTM  10      -   1.00000239  x   0.99965556  =   0.99965795
 RD1454
 RD1454|---------------------------------------------------------------------|
 RD1454| PID    Reference Object                     Distance      Geod. Az  |
 RD1454|                                                           dddmmss.s |
 RD1454| RD1907 BRIDGE HUB A                        124.319 METERS 08138     |
 RD1454| DD9446 BRIDGE RM 2                          16.335 METERS 08146     |
 RD1454| RD1900 ANDERSON                            APPROX. 7.4 KM 1294307.4 |
 RD1454| DD9445 BRIDGE RM 1                           9.829 METERS 35453     |
 RD1454|---------------------------------------------------------------------|
 RD1454
 RD1454                          SUPERSEDED SURVEY CONTROL
 RD1454
 RD1454  NAD 83(1986)-  45 27 22.19204(N)    123 51 35.24646(W) AD(       ) 3
 RD1454  NAD 27      -  45 27 22.81500(N)    123 51 30.78800(W) AD(       ) 3
 RD1454
 RD1454.Superseded values are not recommended for survey control.
 RD1454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1454.See file dsdata.txt to determine how the superseded data were derived.
 RD1454
 RD1454_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR3277533985(NAD 83)
 RD1454_MARKER: DS = TRIANGULATION STATION DISK
 RD1454_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RD1454_SP_SET: BRIDGE WALKWAY
 RD1454_STAMPING: BRIDGE 1955
 RD1454_MARK LOGO: CGS   
 RD1454_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD1454_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD1454+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2004
 RD1454
 RD1454  HISTORY     - Date     Condition        Report By
 RD1454  HISTORY     - 1955     MONUMENTED       CGS
 RD1454  HISTORY     - 1970     SEE DESCRIPTION  BPA
 RD1454  HISTORY     - 1987     GOOD             NGS
 RD1454  HISTORY     - 20040520 GOOD             USPSQD
 RD1454
 RD1454                          STATION DESCRIPTION
 RD1454
 RD1454'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (FN)
 RD1454'ABOUT 0.9 MILE WEST OF TILLAMOOK IN THE SOUTH SIDEWALK OF THE
 RD1454'HIGHWAY BRIDGE OVER THE TRASK RIVER, 52.8 METERS WEST OF THE EAST
 RD1454'END OF THE BRIDGE, 5.8 METERS SOUTH OF THE CENTERLINE OF THE
 RD1454'HIGHWAY, 0.35 METER NORTH OF THE CONCRETE HANDRAIL ON THE SOUTH
 RD1454'SIDE OF THE BRIDGE, A STANDARD TRIANGULATION STATION DISK STAMPED
 RD1454'BRIDGE 1955 CEMENTED IN A DRILL HOLE IN THE CONCRETE SIDEWALK.
 RD1454'
 RD1454'REFERENCE MARK NO. 1 IS 52.8 METERS WEST OF THE EAST END OF
 RD1454'THE BRIDGE, 4.2 METERS NORTH OF THE CENTERLINE OF THE HIGHWAY,
 RD1454'2.0 METERS SOUTH OF THE CONCRETE HANDRAIL ON THE NORTH SIDE OF
 RD1454'THE BRIDGE, A STANDARD REFERENCE MARK DISK STAMPED BRIDGE NO 1
 RD1454'1955 CEMENTED IN A DRILL HOLE IN THE CONCRETE CURBING.
 RD1454'
 RD1454'REFERENCE MARK NO. 2 IS 36.5 METERS WEST OF THE EAST END OF THE
 RD1454'BRIDGE, 4.9 METERS SOUTH OF THE CENTERLINE OF THE HIGHWAY, 1.0
 RD1454'METER NORTH OF THE CONCRETE HANDRAIL ON THE SOUTH SIDE OF THE
 RD1454'BRIDGE, A STANDARD REFERENCE MARK DISK STAMPED BRIDGE NO 2 1955
 RD1454'CEMENTED IN A DRILL HOLE IN THE CONCRETE CURBING.
 RD1454'
 RD1454'TO REACH THE STATION FROM THE INTERSECTION OF MAIN AVENUE AND
 RD1454'FIRST STREET IN TILLAMOOK GO SOUTH 0.1 MILE ON MAIN AVENUE TO
 RD1454'THE INTERSECTION OF MAIN AVENUE AND THIRD STREET, TURN RIGHT ON
 RD1454'THIRD STREET (NETARTS-OCEANSIDE HIGHWAY) AND GO WEST 0.9 MILE
 RD1454'TO THE STATION ON THE LEFT IN THE SIDEWALK IN ABOUT THE CENTER OF
 RD1454'THE BRIDGE.
 RD1454
 RD1454                          STATION RECOVERY (1970)
 RD1454
 RD1454'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1970
 RD1454'TO REACH DESCRIPTION IS ADEQUATE.  STATION AND R.MS 1 AND 2
 RD1454'FOUND IN GOOD CONDITION.
 RD1454
 RD1454                          STATION RECOVERY (1987)
 RD1454
 RD1454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD1454'1.5 KM (0.95 MI) WEST FROM TILLAMOOK.
 RD1454'0.2 KM (0.10 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM ITS JUNCTION
 RD1454'WITH STATE HIGHWAY 6 IN TILLAMOOK, THENCE 1.3 KM (0.80 MI) WESTERLY
 RD1454'ALONG THIRD STREET, NEAR THE CENTER OF THE SOUTH WALKWAY OF A BRIDGE
 RD1454'SPANNING THE TRASK RIVER, 32.8 M (107.6 FT) WEST OF THE EAST END OF
 RD1454'THE WALKWAY, 5.8 M (19.0 FT) SOUTH OF THE CENTERLINE OF THE STREET,
 RD1454'AND 0.4 M (1.3 FT) NORTH OF THE SOUTH BRIDGE GUARDRAIL.  NOTE-THERE
 RD1454'ARE TWO TRINAGULATION STATIONS BRIDGE (ON BNA LINE 673 AND 674) THE
 RD1454'DATE HAS BEEN APPENDED TO THIS DESIGNATION TO DISTINGUISH BETWEEN
 RD1454'THEM.
 RD1454'THE MARK IS 0.2 M ABOVE THE STREET.
 RD1454
 RD1454                          STATION RECOVERY (2004)
 RD1454
 RD1454'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 RD1454'FOUND THE STATION MARK AND BOTH REFERENCE MARKS AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3287 ***********************************************************************
 RD3287  DESIGNATION -  BRIDGE
 RD3287  PID         -  RD3287
 RD3287  STATE/COUNTY-  OR/MULTNOMAH
 RD3287  USGS QUAD   -  PORTLAND (1990)
 RD3287
 RD3287                         *CURRENT SURVEY CONTROL
 RD3287  ___________________________________________________________________
 RD3287* NAD 83(1991)-  45 30 04.28820(N)    122 39 57.20025(W)     ADJUSTED  
 RD3287* NAVD 88     -        42.6    (meters)     140.     (feet)  VERTCON   
 RD3287  ___________________________________________________________________
 RD3287  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 RD3287  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 RD3287  HORZ ORDER  -  SECOND
 RD3287
 RD3287.The horizontal coordinates were established by classical geodetic methods
 RD3287.and adjusted by the National Geodetic Survey in October 1991.
 RD3287
 RD3287.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD3287.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD3287
 RD3287.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3287
 RD3287.The geoid height was determined by GEOID03.
 RD3287
 RD3287;                    North         East     Units Scale Factor Converg.
 RD3287;SPC OR N     -   206,125.419 2,330,757.156   MT  0.99991139   -1 32 09.7
 RD3287;SPC OR N     -   676,264.50  7,646,841.06   iFT  0.99991139   -1 32 09.7
 RD3287;UTM  10      - 5,038,683.124   526,102.474   MT  0.99960838   +0 14 17.9
 RD3287
 RD3287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3287!SPC OR N     -   0.99999690  x   0.99991139  =   0.99990829
 RD3287!UTM  10      -   0.99999690  x   0.99960838  =   0.99960528
 RD3287
 RD3287|---------------------------------------------------------------------|
 RD3287| PID    Reference Object                     Distance      Geod. Az  |
 RD3287|                                                           dddmmss.s |
 RD3287| RD3180 OAK 2                               398.941 METERS 04416     |
 RD3287| RD3002 PORTLAND METRO PRINT CO TANK        APPROX. 0.9 KM 0643650.1 |
 RD3287| CE2340 BRIDGE RM 1                           5.881 METERS 08306     |
 RD3287| CE2341 BRIDGE RM 2                           7.508 METERS 26408     |
 RD3287|---------------------------------------------------------------------|
 RD3287
 RD3287                          SUPERSEDED SURVEY CONTROL
 RD3287
 RD3287  NAD 83(1986)-  45 30 04.30702(N)    122 39 57.20558(W) AD(       ) 2
 RD3287  NAD 27      -  45 30 04.88032(N)    122 39 52.86234(W) AD(       ) 2
 RD3287  NGVD 29 (07/19/86)   41.5    (m)          136.     (f) VERT ANG    3  
 RD3287
 RD3287.Superseded values are not recommended for survey control.
 RD3287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3287.See file dsdata.txt to determine how the superseded data were derived.
 RD3287
 RD3287_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER2610238683(NAD 83)
 RD3287_MARKER: Z = SEE DESCRIPTION
 RD3287_SETTING: 0 = UNSPECIFIED SETTING
 RD3287
 RD3287  HISTORY     - Date     Condition        Report By
 RD3287  HISTORY     - 1962     MONUMENTED       CGS
 RD3287  HISTORY     - 1963     SEE DESCRIPTION  CGS
 RD3287  HISTORY     - 1987     GOOD             USPSQD
 RD3287  HISTORY     - 19940219 GOOD             USPSQD
 RD3287  HISTORY     - 20040610 MARK NOT FOUND   USPSQD
 RD3287
 RD3287                          STATION DESCRIPTION
 RD3287
 RD3287'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 RD3287'THE STATION IS IN SOUTH CENTRAL PORTLAND, IN THE NORTH SIDEWALK
 RD3287'AND NEAR THE APEX OF THE ROSS ISLAND BRIDGE.
 RD3287'
 RD3287'TO REACH THE STATION FROM THE EAST END OF THE ROSS ISLAND BRIDGE GO
 RD3287'WEST ON THE BRIDGE FOR 0.3 MILE TO THE STATION AND REFERENCE MARKS
 RD3287'ON THE RIGHT.
 RD3287'
 RD3287'THE STATION MARK, STAMPED BRIDGE 1961, IS A STANDARD DISK CEMENTED IN
 RD3287'A DRILL HOLE IN THE SIDEWALK ON THE NORTH SIDE OF THE BRIDGE.  IT
 RD3287'IS 23 FEET NORTH OF THE CENTER OF THE BRIDGE, 3 FEET SOUTH OF THE
 RD3287'GUARD RAIL AND 2 FEET NORTH OF THE SOUTH EDGE OF THE SIDEWALK.
 RD3287'
 RD3287'REFERENCE MARK NO. 1, STAMPED BRIDGE NO 1 1961, IS A STANDARD DISK
 RD3287'CEMENTED IN A DRILL HOLE IN THE SIDEWALK.  IT IS 23 FEET NORTH OF
 RD3287'THE CENTER OF THE BRIDGE, 3 FEET SOUTH OF THE GUARD RAIL AND 2 FEET
 RD3287'NORTH OF THE SOUTH EDGE OF THE SIDEWALK.
 RD3287'
 RD3287'REFERENCE MARK NO. 2, STAMPED BRIDGE NO 2 1961, IS A STANDARD
 RD3287'CEMENTED IN THE SIDEWALK.  IT IS 23 FEET NORTH OF THE CENTER OF
 RD3287'THE STREET, 3 FEET SOUTH OF THE GUARD RAIL AND 2 FEET NORTH OF THE
 RD3287'SOUTH EDGE OF THE SIDEWALK.
 RD3287
 RD3287                          STATION RECOVERY (1963)
 RD3287
 RD3287'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FN)
 RD3287'STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION AS
 RD3287'DESCRIBED BY F.A.M. IN 1962, WITH THE EXCEPTION OF THE DISTANCE
 RD3287'DISCREPANCY TO REFERENCE MARK NO. 1.  SEE ABOVE.
 RD3287
 RD3287                          STATION RECOVERY (1987)
 RD3287
 RD3287'RECOVERY NOTE BY US POWER SQUADRON 1987 (KRN)
 RD3287'RECOVERED IN GOOD CONDITION.
 RD3287
 RD3287                          STATION RECOVERY (1994)
 RD3287
 RD3287'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD3287'RECOVERED IN GOOD CONDITION.
 RD3287
 RD3287                          STATION RECOVERY (2004)
 RD3287
 RD3287'RECOVERY NOTE BY US POWER SQUADRON 2004
 RD3287'SIDEWALKS ON THIS BRIDGE ARE NEW. ALL THE MARKS ARE GONE AND SHOULD BE
 RD3287'CONSIDERED LOST
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1386 ***********************************************************************
 OA1386  DESIGNATION -  BRIDGE
 OA1386  PID         -  OA1386
 OA1386  STATE/COUNTY-  OR/COOS
 OA1386  USGS QUAD   -  NORTH BEND (1971)
 OA1386
 OA1386                         *CURRENT SURVEY CONTROL
 OA1386  ___________________________________________________________________
 OA1386* NAD 83(1991)-  43 25 31.34103(N)    124 13 21.06365(W)     ADJUSTED  
 OA1386* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 OA1386  ___________________________________________________________________
 OA1386  LAPLACE CORR-          17.52  (seconds)                    DEFLEC99
 OA1386  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 OA1386  HORZ ORDER  -  THIRD
 OA1386
 OA1386.The horizontal coordinates were established by classical geodetic methods
 OA1386.and adjusted by the National Geodetic Survey in October 1991.
 OA1386
 OA1386.The orthometric height was scaled from a topographic map.
 OA1386
 OA1386.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1386
 OA1386.The geoid height was determined by GEOID03.
 OA1386
 OA1386;                    North         East     Units Scale Factor Converg.
 OA1386;SPC OR S     -   202,059.877 1,198,692.572   MT  0.99990463   -2 32 48.3
 OA1386;SPC OR S     -   662,926.11  3,932,718.41   iFT  0.99990463   -2 32 48.3
 OA1386;UTM  10      - 4,808,779.212   401,044.309   MT  0.99972045   -0 50 25.6
 OA1386
 OA1386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1386!SPC OR S     -   1.00000385  x   0.99990463  =   0.99990848
 OA1386!UTM  10      -   1.00000385  x   0.99972045  =   0.99972430
 OA1386
 OA1386                          SUPERSEDED SURVEY CONTROL
 OA1386
 OA1386  NAD 83(1986)-  43 25 31.33862(N)    124 13 21.11048(W) AD(       ) 3
 OA1386  NAD 27      -  43 25 31.92900(N)    124 13 16.70500(W) AD(       ) 3
 OA1386
 OA1386.Superseded values are not recommended for survey control.
 OA1386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1386.See file dsdata.txt to determine how the superseded data were derived.
 OA1386
 OA1386_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP0104408779(NAD 83)
 OA1386_MARKER: 55 = TOWER
 OA1386_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OA1386+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2005
 OA1386
 OA1386  HISTORY     - Date     Condition        Report By
 OA1386  HISTORY     - 1945     FIRST OBSERVED   USGS
 OA1386  HISTORY     - 1965     GOOD             CGS
 OA1386  HISTORY     - 1974     GOOD             NGS
 OA1386  HISTORY     - 1984     GOOD             USPSQD
 OA1386  HISTORY     - 1988     GOOD             USPSQD
 OA1386  HISTORY     - 19940715 GOOD             USPSQD
 OA1386  HISTORY     - 20050408 GOOD             USPSQD
 OA1386
 OA1386                          STATION DESCRIPTION
 OA1386
 OA1386'DESCRIBED BY US GEOLOGICAL SURVEY 1945 (KGC)
 OA1386'THIS STATION IS THE CENTER OF THE RED LIGHT ON THE TOP OF THE
 OA1386'S TOWER OF THE HIGHWAY BRIDGE CROSSING COOS BAY AT NORTH BEND.  IT
 OA1386'WAS USED IN 1945 AS AN INTERSECTION STATION IN THE MAIN SCHEME.
 OA1386
 OA1386                          STATION RECOVERY (1965)
 OA1386
 OA1386'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (HJS)
 OA1386'THE STATION IS THE LIGHT AT THE CENTER OF THE SOUTHERLY OF TWO
 OA1386'TOWERS ON THE COOS BAY HIGHWAY BRIDGE.  IT WAS RECOVERED IN GOOD
 OA1386'CONDITION AS DESCRIBED.
 OA1386
 OA1386                          STATION RECOVERY (1974)
 OA1386
 OA1386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RBM)
 OA1386'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 OA1386'
 OA1386'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OA1386'1/2 MILE NORTH OF NORTH BEND.
 OA1386
 OA1386                          STATION RECOVERY (1984)
 OA1386
 OA1386'RECOVERY NOTE BY US POWER SQUADRON 1984 (AS)
 OA1386'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 OA1386
 OA1386                          STATION RECOVERY (1988)
 OA1386
 OA1386'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 OA1386'RECOVERED IN GOOD CONDITION.
 OA1386
 OA1386                          STATION RECOVERY (1994)
 OA1386
 OA1386'RECOVERY NOTE BY US POWER SQUADRON 1994
 OA1386'RECOVERED IN GOOD CONDITION.
 OA1386
 OA1386                          STATION RECOVERY (2005)
 OA1386
 OA1386'RECOVERY NOTE BY US POWER SQUADRON 2005 (SAO)
 OA1386'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2263 ***********************************************************************
 QE2263  DESIGNATION -  BRIDGE
 QE2263  PID         -  QE2263
 QE2263  STATE/COUNTY-  OR/LANE
 QE2263  USGS QUAD   -  NOTI (1984)
 QE2263
 QE2263                         *CURRENT SURVEY CONTROL
 QE2263  ___________________________________________________________________
 QE2263* NAD 83(1991)-  44 02 50.44745(N)    123 25 30.04762(W)     ADJUSTED  
 QE2263* NAVD 88     -       127.7    (meters)     419.     (feet)  VERTCON   
 QE2263  ___________________________________________________________________
 QE2263  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 QE2263  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 QE2263  HORZ ORDER  -  SECOND
 QE2263
 QE2263.The horizontal coordinates were established by classical geodetic methods
 QE2263.and adjusted by the National Geodetic Survey in October 1991.
 QE2263
 QE2263.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE2263.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE2263
 QE2263.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2263
 QE2263.The geoid height was determined by GEOID03.
 QE2263
 QE2263;                    North         East     Units Scale Factor Converg.
 QE2263;SPC OR S     -   268,557.840 1,265,627.224   MT  1.00001238   -2 00 04.1
 QE2263;SPC OR S     -   881,095.28  4,152,320.29   iFT  1.00001238   -2 00 04.1
 QE2263;UTM  10      - 4,877,219.334   465,952.041   MT  0.99961426   -0 17 43.8
 QE2263
 QE2263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2263!SPC OR S     -   0.99998356  x   1.00001238  =   0.99999594
 QE2263!UTM  10      -   0.99998356  x   0.99961426  =   0.99959783
 QE2263
 QE2263|---------------------------------------------------------------------|
 QE2263| PID    Reference Object                     Distance      Geod. Az  |
 QE2263|                                                           dddmmss.s |
 QE2263| QE2257 ELRUS                               182.230 METERS 10107     |
 QE2263| QE2262 SAIL                                APPROX. 0.8 KM 3073251.3 |
 QE2263|---------------------------------------------------------------------|
 QE2263
 QE2263                          SUPERSEDED SURVEY CONTROL
 QE2263
 QE2263  NAD 83(1986)-  44 02 50.46229(N)    123 25 30.07838(W) AD(       ) 2
 QE2263  NAD 27      -  44 02 51.01893(N)    123 25 25.72369(W) AD(       ) 2
 QE2263  NGVD 29 (07/19/86)  126.6    (m)          415.     (f) VERT ANG    3  
 QE2263
 QE2263.Superseded values are not recommended for survey control.
 QE2263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2263.See file dsdata.txt to determine how the superseded data were derived.
 QE2263
 QE2263_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP6595277219(NAD 83)
 QE2263_MARKER: Z = SEE DESCRIPTION
 QE2263_SETTING: 0 = UNSPECIFIED SETTING
 QE2263_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE2263
 QE2263  HISTORY     - Date     Condition        Report By
 QE2263  HISTORY     - 1967     MONUMENTED       ORDT
 QE2263
 QE2263                          STATION DESCRIPTION
 QE2263
 QE2263'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1967 (JCL)
 QE2263'THE STATION IS ABOUT 2 MILES SOUTHEAST OF NOTI ON THE SOUTH
 QE2263'RIGHT-OF-WAY OF THE RAILROAD.
 QE2263'
 QE2263'TO REACH THE STATION FROM THE NOTI POST OFFICE GO EAST ON STATE
 QE2263'HIGHWAY 126 FOR 1.5 MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND GO
 QE2263'SOUTH ON GRAVELED ROAD FOR 0.2 MILE TO A T ROAD AND FORK, TAKE
 QE2263'EXTREME RIGHT ROAD AND GO WEST FOR 0.05 MILE TO A SIDE ROAD LEFT,
 QE2263'TURN LEFT AND GO SOUTH AND EAST FOR 0.2 MILE TO THE RAILROAD
 QE2263'CROSSING AND END OF TRUCK TRAVEL.  FROM HERE PACK WEST ALONG THE
 QE2263'RAILROAD TRACKS 360 FEET TO STATION ELRUS OSHD-USC AND GS ON
 QE2263'THE LEFT, CONTINUE WEST ALONG THE RAILROAD TRACKS FOR 615 FEET
 QE2263'TO THE STATION ON THE LEFT.
 QE2263'
 QE2263'THE STATION MARK, STAMPED BRIDGE USC AND GS 1967, IS AN OREGON
 QE2263'STATE HIGHWAY DEPT. DISK BRAZED TO THE TOP OF A 2 1/2-INCH IRON
 QE2263'PIPE SET IN A CONCRETE BASE AND PROJECTS 6 INCHES.  IT IS 240
 QE2263'FEET EAST OF A STEEL TRUSS RAILROAD BRIDGE NUMBER LONG TOM 2 664,
 QE2263'20.5 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD TRACKS, 3 FEET
 QE2263'HIGHER THAN THE RAILROAD TRACKS, AND 2 FEET SOUTH OF THE WITNESS
 QE2263'POST.
 QE2263'
 QE2263'THERE WERE NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2452 ***********************************************************************
 QE2452  DESIGNATION -  BRIDGE
 QE2452  PID         -  QE2452
 QE2452  STATE/COUNTY-  OR/LINCOLN
 QE2452  USGS QUAD   -  NEWPORT NORTH (1984)
 QE2452
 QE2452                         *CURRENT SURVEY CONTROL
 QE2452  ___________________________________________________________________
 QE2452* NAD 83(1991)-  44 37 54.21437(N)    124 02 59.06561(W)     ADJUSTED  
 QE2452* NAVD 88     -              **(meters)            **(feet)            
 QE2452  ___________________________________________________________________
 QE2452  LAPLACE CORR-          17.15  (seconds)                    DEFLEC99
 QE2452  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 QE2452  HORZ ORDER  -  THIRD
 QE2452
 QE2452.The horizontal coordinates were established by classical geodetic methods
 QE2452.and adjusted by the National Geodetic Survey in October 1991.
 QE2452
 QE2452
 QE2452.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2452
 QE2452.The geoid height was determined by GEOID03.
 QE2452
 QE2452;                    North         East     Units Scale Factor Converg.
 QE2452;SPC OR N     -   113,426.106 2,218,435.100   MT  0.99993822   -2 31 02.7
 QE2452;SPC OR N     -   372,132.89  7,278,330.38   iFT  0.99993822   -2 31 02.7
 QE2452;UTM  10      - 4,942,577.078   416,736.047   MT  0.99968525   -0 44 15.1
 QE2452
 QE2452                          SUPERSEDED SURVEY CONTROL
 QE2452
 QE2452  NAD 83(1986)-  44 37 54.24898(N)    124 02 59.10977(W) AD(       ) 4
 QE2452  NAD 27      -  44 37 54.82700(N)    124 02 54.70000(W) AD(       ) 3
 QE2452
 QE2452.Superseded values are not recommended for survey control.
 QE2452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2452.See file dsdata.txt to determine how the superseded data were derived.
 QE2452
 QE2452_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ1673642577(NAD 83)
 QE2452
 QE2452  HISTORY     - Date     Condition        Report By
 QE2452  HISTORY     - 1914     MONUMENTED       CGS
 QE2452  HISTORY     - 1953     SEE DESCRIPTION  CGS
 QE2452
 QE2452                          STATION DESCRIPTION
 QE2452
 QE2452'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (FAR)
 QE2452'THERE IS NO ORIGINAL DESCRIPTION.  A STATION COULD NOT BE FOUND
 QE2452'IN THE INDICATED LOCALITY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1001 ***********************************************************************
 SC1001  DESIGNATION -  BRIDGE
 SC1001  PID         -  SC1001
 SC1001  STATE/COUNTY-  OR/CLATSOP
 SC1001  USGS QUAD   -  ASTORIA (1984)
 SC1001
 SC1001                         *CURRENT SURVEY CONTROL
 SC1001  ___________________________________________________________________
 SC1001* NAD 83(1991)-  46 11 26.51983(N)    123 50 52.71148(W)     ADJUSTED  
 SC1001* NAVD 88     -         4.506  (meters)      14.78   (feet)  ADJUSTED  
 SC1001  ___________________________________________________________________
 SC1001  X           -  -2,463,591.643 (meters)                     COMP
 SC1001  Y           -  -3,673,411.766 (meters)                     COMP
 SC1001  Z           -   4,579,933.253 (meters)                     COMP
 SC1001  LAPLACE CORR-          12.95  (seconds)                    DEFLEC99
 SC1001  ELLIP HEIGHT-         -18.699 (meters)          (10/15/91) ADJUSTED
 SC1001  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 SC1001  DYNAMIC HT  -           4.506 (meters)      14.78  (feet)  COMP
 SC1001  MODELED GRAV-     980,715.7   (mgal)                       NAVD 88
 SC1001
 SC1001  HORZ ORDER  -  THIRD
 SC1001  VERT ORDER  -  FIRST     CLASS II
 SC1001  ELLP ORDER  -  FOURTH    CLASS I
 SC1001
 SC1001.The horizontal coordinates were established by GPS observations
 SC1001.and adjusted by the National Geodetic Survey in October 1991.
 SC1001
 SC1001.The orthometric height was determined by differential leveling
 SC1001.and adjusted in June 1991.
 SC1001
 SC1001.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SC1001
 SC1001.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1001
 SC1001.The ellipsoidal height was determined by GPS observations
 SC1001.and is referenced to NAD 83.
 SC1001
 SC1001.The geoid height was determined by GEOID03.
 SC1001
 SC1001.The dynamic height is computed by dividing the NAVD 88
 SC1001.geopotential number by the normal gravity value computed on the
 SC1001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC1001.degrees latitude (g = 980.6199 gals.).
 SC1001
 SC1001.The modeled gravity was interpolated from observed gravity values.
 SC1001
 SC1001;                    North         East     Units Scale Factor Converg.
 SC1001;SPC OR N     -   285,846.850 2,241,607.172   MT  1.00005411   -2 22 27.6
 SC1001;SPC OR N     -   937,817.75  7,354,354.24   iFT  1.00005411   -2 22 27.6
 SC1001;SPC WA S     -   100,779.863   241,640.765   MT  0.99993815   -2 25 55.0
 SC1001;SPC WA S     -   330,641.93    792,783.08   sFT  0.99993815   -2 25 55.0
 SC1001;UTM  10      - 5,115,585.365   434,565.336   MT  0.99965263   -0 36 43.1
 SC1001
 SC1001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1001!SPC OR N     -   1.00000293  x   1.00005411  =   1.00005704
 SC1001!SPC WA S     -   1.00000293  x   0.99993815  =   0.99994108
 SC1001!UTM  10      -   1.00000293  x   0.99965263  =   0.99965556
 SC1001
 SC1001                          SUPERSEDED SURVEY CONTROL
 SC1001
 SC1001  NAD 83(1986)-  46 11 26.54244(N)    123 50 52.69074(W) AD(       ) 3
 SC1001  NAD 27      -  46 11 27.15723(N)    123 50 48.18139(W) AD(       ) 3
 SC1001  NGVD 29 (07/16/87)    3.4    (m)           11.     (f) GPS OBS     3  
 SC1001
 SC1001.Superseded values are not recommended for survey control.
 SC1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1001.See file dsdata.txt to determine how the superseded data were derived.
 SC1001
 SC1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS3456515585(NAD 83)
 SC1001_MARKER: DS = TRIANGULATION STATION DISK
 SC1001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC1001_SP_SET: CONCRETE POST
 SC1001_STAMPING: BRIDGE 1986
 SC1001_MARK LOGO: NGS   
 SC1001_PROJECTION: FLUSH
 SC1001_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SC1001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC1001+STABILITY: SURFACE MOTION
 SC1001_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC1001+SATELLITE: SATELLITE OBSERVATIONS - 1986
 SC1001
 SC1001  HISTORY     - Date     Condition        Report By
 SC1001  HISTORY     - 1986     MONUMENTED       NGS
 SC1001  HISTORY     - 1987     GOOD             NGS
 SC1001  HISTORY     - 1989     GOOD             USPSQD
 SC1001  HISTORY     - 20010218 GOOD             USPSQD
 SC1001
 SC1001                          STATION DESCRIPTION
 SC1001
 SC1001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (MRM)
 SC1001'STATION IS IN ASTORIA ABOUT 1.0 MI ENE OF THE TOLL BRIDGE ALONG THE
 SC1001'S BANK OF THE COLUMBIA RIVER.
 SC1001'
 SC1001'FROM THE POST OFFICE IN ASTORIA GO NORTH 0.1 MI ON 7TH ST TO THE
 SC1001'JUNCTION OF MARINE DRIVE. TURN LEFT AND GO WEST 0.6 MI ON MARINE
 SC1001'DRIVE TO A TRAFFIC LIGHT (COLUMBIA AVE ON THE LEFT), TURN RIGHT AND
 SC1001'GO NORTH 0.05 MI ON A GRAVEL ROAD TO A CHAIN LINK FENCE CORNER AND
 SC1001'THE STATION ON THE LEFT.
 SC1001'
 SC1001'THE STATION IS A STANDARD NGS DISK STAMPED---BRIDGE 1986---SET IN
 SC1001'A ROUND CONCRETE MONUMENT ABOUT 3 CM BELOW THE GROUND , 84 FEET NE
 SC1001'OF THE NE CORNER OF THE FERREL HOME CENTER STORAGE BUILDING, 50.5
 SC1001'FEET SW OF THE NE CORNER FENCE POST OF A CHAIN LINK FENCE, 43.4
 SC1001'FEET SSW OF A 9X13 FOOT CONCRETE PAD WITH WINGWALLS, 28.8 FEET SE
 SC1001'OF THE S RAIL OF THE RAILROAD TRACK, AND 5.5 FEET NW OF A CHAIN
 SC1001'LINK FENCE.
 SC1001'
 SC1001'THERE  ARE NO REFERENCE MARKS.
 SC1001
 SC1001                          STATION RECOVERY (1987)
 SC1001
 SC1001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SC1001'IN ASTORIA.
 SC1001'0.15 KM (0.10 MI) NORTH ALONG A GRAVELED ROAD FROM THE T-JUNCTION OF
 SC1001'U.S. HIGHWAY 30 AND COLUMBIA AVENUE IN ASTORIA, OR 1.8 KM (1.10 MI)
 SC1001'WESTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF 16TH STREET IN
 SC1001'ASTORIA, THENCE 0.2 KM (0.10 MI) NORTH ALONG A GRAVELED STREET, 0.15
 SC1001'KM (0.10 MI) EAST ALONG THE SOUTH SHORE OF THE COLUMBIA RIVER FROM
 SC1001'THE BRIDGE OVER THE RIVER, 19.4 M (63.6 FT) SOUTHWEST OF THE CENTER
 SC1001'OF THE ROAD, 8.8 M (28.9 FT) SOUTHEAST OF THE SOUTHERNMOST RAIL OF
 SC1001'THE BURLINGTON NORTHERN RAILROAD, 25.6 M (84.0 FT) NORTHEAST OF THE
 SC1001'NORTHEAST CORNER OF THE FERREL HOME CENTER STORAGE BUILDING, 15.4 M
 SC1001'(50.5 FT) SOUTHWEST OF A CHAIN LINK FENCE CORNER, 1.7 M (5.6 FT)
 SC1001'NORTHWEST OF THE FENCE.  NOTE--A GPS STATION AND RIVER CROSSING MARK.
 SC1001'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 SC1001'THE MARK IS ABOVE LEVEL WITH THE GRAVEL ROAD.
 SC1001
 SC1001                          STATION RECOVERY (1989)
 SC1001
 SC1001'RECOVERY NOTE BY US POWER SQUADRON 1989 (RCC)
 SC1001'RECOVERED IN GOOD CONDITION.
 SC1001
 SC1001                          STATION RECOVERY (2001)
 SC1001
 SC1001'RECOVERY NOTE BY US POWER SQUADRON 2001 (RCC)
 SC1001'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1363 ***********************************************************************
 QD1363  DESIGNATION -  BRIDGE
 QD1363  PID         -  QD1363
 QD1363  STATE/COUNTY-  OR/WHEELER
 QD1363  USGS QUAD   -  MITCHELL (1992)
 QD1363
 QD1363                         *CURRENT SURVEY CONTROL
 QD1363  ___________________________________________________________________
 QD1363* NAD 83(1991)-  44 30 04.84112(N)    120 08 18.67807(W)     ADJUSTED  
 QD1363* NAVD 88     -      1655.4    (meters)    5431.     (feet)  VERTCON   
 QD1363  ___________________________________________________________________
 QD1363  LAPLACE CORR-           3.34  (seconds)                    DEFLEC99
 QD1363  GEOID HEIGHT-         -19.29  (meters)                     GEOID03
 QD1363  HORZ ORDER  -  THIRD
 QD1363
 QD1363.The horizontal coordinates were established by classical geodetic methods
 QD1363.and adjusted by the National Geodetic Survey in October 1991.
 QD1363
 QD1363.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1363.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1363
 QD1363.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1363
 QD1363.The geoid height was determined by GEOID03.
 QD1363
 QD1363;                    North         East     Units Scale Factor Converg.
 QD1363;SPC OR N     -    92,816.119 2,528,746.361   MT  0.99996193   +0 15 22.9
 QD1363;SPC OR N     -   304,514.83  8,296,411.95   iFT  0.99996193   +0 15 22.9
 QD1363;UTM  10      - 4,931,541.750   727,477.634   MT  1.00023640   +2 00 23.6
 QD1363
 QD1363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1363!SPC OR N     -   0.99974353  x   0.99996193  =   0.99970547
 QD1363!UTM  10      -   0.99974353  x   1.00023640  =   0.99997987
 QD1363
 QD1363|---------------------------------------------------------------------|
 QD1363| PID    Reference Object                     Distance      Geod. Az  |
 QD1363|                                                           dddmmss.s |
 QD1363| QD1377 BRIDGE RM 1                           7.071 METERS 01727     |
 QD1363| QD1378 BRIDGE RM 2                           7.254 METERS 13005     |
 QD1363|---------------------------------------------------------------------|
 QD1363
 QD1363                          SUPERSEDED SURVEY CONTROL
 QD1363
 QD1363  NAD 83(1986)-  44 30 04.83346(N)    120 08 18.71437(W) AD(       ) 3
 QD1363  NGVD 29 (09/20/87) 1654.2    (m)         5427.     (f) H LEVEL     3  
 QD1363
 QD1363.Superseded values are not recommended for survey control.
 QD1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1363.See file dsdata.txt to determine how the superseded data were derived.
 QD1363
 QD1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGQ2747831542(NAD 83)
 QD1363_MARKER: DD = SURVEY DISK
 QD1363_SETTING: 80 = SET IN A BOULDER
 QD1363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD1363+STABILITY: SURFACE MOTION
 QD1363
 QD1363  HISTORY     - Date     Condition        Report By
 QD1363  HISTORY     - 1963     MONUMENTED       USGS
 QD1363  HISTORY     - 1965     GOOD             USGS
 QD1363
 QD1363                          STATION DESCRIPTION
 QD1363
 QD1363'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 QD1363'LOCATED ABOUT 4.5 MI SSE. OF MITCHELL, 2 MI SW. OF LEWIS ROCK.  ON
 QD1363'TREE-COVERED MOUNTAIN, THE VERY TOP OF WHICH IS OPEN.
 QD1363'
 QD1363'TO REACH FROM MITCHELL POST OFFICE, DRIVE 0.4 MI E.  TURN RIGHT
 QD1363'8.7 MI TO RD. FORK.  MAKE RIGHT TURN 1.7 MI TO ANOTHER DIM RD.
 QD1363'FORK.  TAKE RIGHT TURN AND GO AS FAR AS VEHICLE CAN GO ABOUT 0.4
 QD1363'MI, CONTINUE BY FOOT 0.1 MI TO TOP OF MOUNTAIN AND STATION.
 QD1363'
 QD1363'STATION MARK--STANDARD TABLET STAMPED---BRIDGE 1963---, IN ROCK AT
 QD1363'HIGHEST PART OF HILL.
 QD1363'
 QD1363'RM 1--STANDARD RM TABLET STAMPED---NO 1 1963---, SET IN ROCK.
 QD1363'
 QD1363'RM 2--STANDARD RM TABLET STAMPED---NO 2 1963---, SET IN ROCK.
 QD1363
 QD1363                          STATION RECOVERY (1965)
 QD1363
 QD1363'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 QD1363'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1502 ***********************************************************************
 SC1502  DESIGNATION -  BRIDGE 1936
 SC1502  PID         -  SC1502
 SC1502  STATE/COUNTY-  OR/COLUMBIA
 SC1502  USGS QUAD   -  RAINIER (1990)
 SC1502
 SC1502                         *CURRENT SURVEY CONTROL
 SC1502  ___________________________________________________________________
 SC1502* NAD 83(1991)-  46 06 05.00622(N)    122 57 53.75581(W)     ADJUSTED  
 SC1502* NAVD 88     -       150.     (meters)     492.     (feet)  SCALED    
 SC1502  ___________________________________________________________________
 SC1502  LAPLACE CORR-          -5.53  (seconds)                    DEFLEC99
 SC1502  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 SC1502  HORZ ORDER  -  THIRD
 SC1502
 SC1502.The horizontal coordinates were established by classical geodetic methods
 SC1502.and adjusted by the National Geodetic Survey in October 1991.
 SC1502
 SC1502.The orthometric height was scaled from a topographic map.
 SC1502
 SC1502.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1502
 SC1502.The geoid height was determined by GEOID03.
 SC1502
 SC1502;                    North         East     Units Scale Factor Converg.
 SC1502;SPC OR N     -   273,472.024 2,309,431.637   MT  1.00002737   -1 44 53.1
 SC1502;SPC OR N     -   897,217.93  7,576,875.45   iFT  1.00002737   -1 44 53.1
 SC1502;SPC WA S     -    88,347.040   309,447.831   MT  0.99995001   -1 47 25.9
 SC1502;SPC WA S     -   289,851.91  1,015,246.76   sFT  0.99995001   -1 47 25.9
 SC1502;UTM  10      - 5,105,313.383   502,710.419   MT  0.99960009   +0 01 31.0
 SC1502
 SC1502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1502!SPC OR N     -   0.99997986  x   1.00002737  =   1.00000723
 SC1502!SPC WA S     -   0.99997986  x   0.99995001  =   0.99992987
 SC1502!UTM  10      -   0.99997986  x   0.99960009  =   0.99957996
 SC1502
 SC1502:                Primary Azimuth Mark                     Grid Az
 SC1502:SPC OR N     -  LONGVIEW FIBRE CO TANK                   089 20 00.2
 SC1502:SPC WA S     -  LONGVIEW FIBRE CO TANK                   089 22 33.0
 SC1502:UTM  10      -  LONGVIEW FIBRE CO TANK                   087 33 36.1
 SC1502
 SC1502|---------------------------------------------------------------------|
 SC1502| PID    Reference Object                     Distance      Geod. Az  |
 SC1502|                                                           dddmmss.s |
 SC1502| SC1418 LONGVIEW FIBRE CO TANK              APPROX. 3.4 KM 0873507.1 |
 SC1502| SC1458 SLAUGHTERS DIKE 4 LIGHT             APPROX. 0.6 KM 3113142.2 |
 SC1502| SC1463 SLAUGHTERS DIKE LIGHT               APPROX. 1.4 KM 3113249.8 |
 SC1502| SC1466 SLAUGHTERS DIKE 2 LIGHT             APPROX. 1.9 KM 3122058.5 |
 SC1502| SC1471 DIBBLEE DIKE LIGHT                  APPROX. 2.5 KM 3131216.7 |
 SC1502| SC1503 WALKER ISLAND DIKE 8 LIGHT          APPROX. 3.9 KM 3164726.5 |
 SC1502| SC1474 SLAUGHTERS BAR 1 LIGHT              APPROX. 3.2 KM 3213907.8 |
 SC1502| SC1511 MOUNT COFFIN 2 1936                 APPROX. 3.5 KM 3302138.8 |
 SC1502| SC1513 LONGVIEW FLAGPOLE                   APPROX. 6.3 KM 3525944.7 |
 SC1502|---------------------------------------------------------------------|
 SC1502
 SC1502                          SUPERSEDED SURVEY CONTROL
 SC1502
 SC1502  NAD 83(1986)-  46 06 05.02277(N)    122 57 53.75306(W) AD(       ) 3
 SC1502  NAD 27      -  46 06 05.61612(N)    122 57 49.35149(W) AD(       ) 3
 SC1502
 SC1502.Superseded values are not recommended for survey control.
 SC1502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1502.See file dsdata.txt to determine how the superseded data were derived.
 SC1502
 SC1502_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES0271005313(NAD 83)
 SC1502
 SC1502  HISTORY     - Date     Condition        Report By
 SC1502  HISTORY     - 1936     MONUMENTED       CGS
 SC1502  HISTORY     - 20041212 MARK NOT FOUND   USPSQD
 SC1502
 SC1502                          STATION DESCRIPTION
 SC1502
 SC1502'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (RWK)
 SC1502'STATION IS ON THE COLUMBIA RIVER LONGVIEW BRIDGE, THE FIRST
 SC1502'LIGHT STANDARD S OF THE CENTER OF THE BRIDGE ON THE W SIDE.
 SC1502'
 SC1502'THE STATION WAS NOT MARKED.
 SC1502
 SC1502                          STATION RECOVERY (2004)
 SC1502
 SC1502'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 SC1502'THIS BRIDGE HAS JUST COMPLETED MAJOR REWORK. SIDEWALKS HAVE BEEN
 SC1502'REMOVED AND THE ALL LIGHT STANDARDS ON THE WEST SIDE REMOVED.
 SC1502' 
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1907 ***********************************************************************
 RD1907  DESIGNATION -  BRIDGE HUB A
 RD1907  PID         -  RD1907
 RD1907  STATE/COUNTY-  OR/TILLAMOOK
 RD1907  USGS QUAD   -  TILLAMOOK (1985)
 RD1907
 RD1907                         *CURRENT SURVEY CONTROL
 RD1907  ___________________________________________________________________
 RD1907* NAD 83(1991)-  45 27 22.74824(N)    123 51 29.58808(W)     ADJUSTED  
 RD1907* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 RD1907  ___________________________________________________________________
 RD1907  LAPLACE CORR-          19.79  (seconds)                    DEFLEC99
 RD1907  GEOID HEIGHT-         -22.36  (meters)                     GEOID03
 RD1907  HORZ ORDER  -  SECOND
 RD1907
 RD1907.The horizontal coordinates were established by classical geodetic methods
 RD1907.and adjusted by the National Geodetic Survey in October 1991.
 RD1907
 RD1907.The orthometric height was scaled from a topographic map.
 RD1907
 RD1907.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1907
 RD1907.The geoid height was determined by GEOID03.
 RD1907
 RD1907;                    North         East     Units Scale Factor Converg.
 RD1907;SPC OR N     -   204,327.989 2,237,425.250   MT  0.99990716   -2 22 53.8
 RD1907;SPC OR N     -   670,367.42  7,340,634.02   iFT  0.99990716   -2 22 53.8
 RD1907;UTM  10      - 5,034,001.874   432,898.312   MT  0.99965536   -0 36 42.1
 RD1907
 RD1907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1907!SPC OR N     -   1.00000287  x   0.99990716  =   0.99991003
 RD1907!UTM  10      -   1.00000287  x   0.99965536  =   0.99965823
 RD1907
 RD1907                          SUPERSEDED SURVEY CONTROL
 RD1907
 RD1907  NAD 83(1986)-  45 27 22.77821(N)    123 51 29.58564(W) AD(       ) 2
 RD1907  NAD 27      -  45 27 23.40100(N)    123 51 25.12700(W) AD(       ) 2
 RD1907
 RD1907.Superseded values are not recommended for survey control.
 RD1907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1907.See file dsdata.txt to determine how the superseded data were derived.
 RD1907
 RD1907_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR3289834002(NAD 83)
 RD1907
 RD1907  HISTORY     - Date     Condition        Report By
 RD1907  HISTORY     - 1956     MONUMENTED       CGS
 RD1907
 RD1907                          STATION DESCRIPTION
 RD1907
 RD1907'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 RD1907'SEE STATION BRIDGE
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0677 ***********************************************************************
 RB0677  DESIGNATION -  BRIDGE RM 1
 RB0677  PID         -  RB0677
 RB0677  STATE/COUNTY-  OR/UMATILLA
 RB0677  USGS QUAD   -  JUNIPER (1993)
 RB0677
 RB0677                         *CURRENT SURVEY CONTROL
 RB0677  ___________________________________________________________________
 RB0677* NAD 83(1986)-  45 57 00.     (N)    119 03 35.     (W)     SCALED    
 RB0677* NAVD 88     -       122.077  (meters)     400.51   (feet)  ADJUSTED  
 RB0677  ___________________________________________________________________
 RB0677  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 RB0677  DYNAMIC HT  -         122.076 (meters)     400.51  (feet)  COMP
 RB0677  MODELED GRAV-     980,608.6   (mgal)                       NAVD 88
 RB0677
 RB0677  VERT ORDER  -  FIRST     CLASS I
 RB0677
 RB0677.The horizontal coordinates were scaled from a topographic map and have
 RB0677.an estimated accuracy of +/- 6 seconds.
 RB0677
 RB0677.The orthometric height was determined by differential leveling
 RB0677.and adjusted in June 1991.
 RB0677.WARNING-Repeat measurements at this control monument indicate possible
 RB0677.vertical movement.
 RB0677
 RB0677.The geoid height was determined by GEOID03.
 RB0677
 RB0677.The dynamic height is computed by dividing the NAVD 88
 RB0677.geopotential number by the normal gravity value computed on the
 RB0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0677.degrees latitude (g = 980.6199 gals.).
 RB0677
 RB0677.The modeled gravity was interpolated from observed gravity values.
 RB0677
 RB0677;                    North         East    Units  Estimated Accuracy
 RB0677;SPC OR N     -   254,730.    2,611,660.      MT  (+/- 180 meters Scaled)
 RB0677
 RB0677                          SUPERSEDED SURVEY CONTROL
 RB0677
 RB0677  NGVD 29 (??/??/92)  121.070  (m)          397.21   (f) ADJ UNCH    1 1
 RB0677
 RB0677.Superseded values are not recommended for survey control.
 RB0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0677.See file dsdata.txt to determine how the superseded data were derived.
 RB0677
 RB0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL403905(NAD 83)
 RB0677_MARKER: DR = REFERENCE MARK DISK
 RB0677_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RB0677_SP_SET: SIDEWALK
 RB0677_STAMPING: BRIDGE NO 1 1941
 RB0677_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RB0677
 RB0677  HISTORY     - Date     Condition        Report By
 RB0677  HISTORY     - 1941     MONUMENTED       USE
 RB0677  HISTORY     - 1968     GOOD             NGS
 RB0677
 RB0677                          STATION DESCRIPTION
 RB0677
 RB0677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RB0677'14.65 MI NE FROM UMATILLA.
 RB0677'14.65 MILES NORTHEAST ALONG U.S. HIGHWAY 730 FROM THE POST FFICE AT
 RB0677'UMATILLA, IN R30E T5N, SECTION 4, CONCRETE SIDEWALK OF A HIGHWAY
 RB0677'BRIDGE AROUND A ROCK BLUFF, 31.0 FEET SOUTHWEST OF THE NORTHEAST END
 RB0677'OF THE SIDEWALK, 15 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE
 RB0677'HIGHWAY, 16.0 FEET NORTHEAST OF THE STATION, AND ABOUT 1 FOOT HIGHER
 RB0677'THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0675 ***********************************************************************
 RB0675  DESIGNATION -  BRIDGE RM 2
 RB0675  PID         -  RB0675
 RB0675  STATE/COUNTY-  OR/UMATILLA
 RB0675  USGS QUAD   -  JUNIPER (1993)
 RB0675
 RB0675                         *CURRENT SURVEY CONTROL
 RB0675  ___________________________________________________________________
 RB0675* NAD 83(1986)-  45 57 00.     (N)    119 03 35.     (W)     SCALED    
 RB0675* NAVD 88     -       122.091  (meters)     400.56   (feet)  ADJUSTED  
 RB0675  ___________________________________________________________________
 RB0675  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 RB0675  DYNAMIC HT  -         122.090 (meters)     400.56  (feet)  COMP
 RB0675  MODELED GRAV-     980,608.6   (mgal)                       NAVD 88
 RB0675
 RB0675  VERT ORDER  -  FIRST     CLASS I
 RB0675
 RB0675.The horizontal coordinates were scaled from a topographic map and have
 RB0675.an estimated accuracy of +/- 6 seconds.
 RB0675
 RB0675.The orthometric height was determined by differential leveling
 RB0675.and adjusted in June 1991.
 RB0675.WARNING-Repeat measurements at this control monument indicate possible
 RB0675.vertical movement.
 RB0675
 RB0675.The geoid height was determined by GEOID03.
 RB0675
 RB0675.The dynamic height is computed by dividing the NAVD 88
 RB0675.geopotential number by the normal gravity value computed on the
 RB0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0675.degrees latitude (g = 980.6199 gals.).
 RB0675
 RB0675.The modeled gravity was interpolated from observed gravity values.
 RB0675
 RB0675;                    North         East    Units  Estimated Accuracy
 RB0675;SPC OR N     -   254,730.    2,611,660.      MT  (+/- 180 meters Scaled)
 RB0675
 RB0675                          SUPERSEDED SURVEY CONTROL
 RB0675
 RB0675  NGVD 29 (??/??/92)  121.085  (m)          397.26   (f) ADJ UNCH    1 1
 RB0675
 RB0675.Superseded values are not recommended for survey control.
 RB0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0675.See file dsdata.txt to determine how the superseded data were derived.
 RB0675
 RB0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL403905(NAD 83)
 RB0675_MARKER: DR = REFERENCE MARK DISK
 RB0675_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RB0675_SP_SET: SIDEWALK
 RB0675_STAMPING: BRIDGE NO 2 1941
 RB0675_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RB0675
 RB0675  HISTORY     - Date     Condition        Report By
 RB0675  HISTORY     - 1941     MONUMENTED       USE
 RB0675  HISTORY     - 1968     GOOD             NGS
 RB0675
 RB0675                          STATION DESCRIPTION
 RB0675
 RB0675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RB0675'14.65 MI NE FROM UMATILLA.
 RB0675'14.65 MILES NORTHEAST ALONG U.S. HIGHWAY 730 FROM THE POST OFFICE AT
 RB0675'UMATILLA, IN THE TOP OF THE NORTHWEST CONCRETE SIDEWALK OF A HIGHWAY
 RB0675'BRIDGE AROUND A ROCK BLUFF, 61.7 FEET SOUTHWEST OF THE NORTHEAST END
 RB0675'OF THE SIDEWALK, 16 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 RB0675'14.7 FEET SOUTHWEST OF THE STATION, AND ABOUT 1 FOOT HIGHER THAN THE
 RB0675'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0624 ***********************************************************************
 QC0624  DESIGNATION -  BRIDGE RM 2
 QC0624  PID         -  QC0624
 QC0624  STATE/COUNTY-  OR/GRANT
 QC0624  USGS QUAD   -  SLICKEAR MOUNTAIN (1995)
 QC0624
 QC0624                         *CURRENT SURVEY CONTROL
 QC0624  ___________________________________________________________________
 QC0624* NAD 83(1986)-  44 58 09.     (N)    119 16 37.     (W)     SCALED    
 QC0624* NAVD 88     -       711.705  (meters)    2334.99   (feet)  ADJUSTED  
 QC0624  ___________________________________________________________________
 QC0624  GEOID HEIGHT-         -19.00  (meters)                     GEOID03
 QC0624  DYNAMIC HT  -         711.525 (meters)    2334.39  (feet)  COMP
 QC0624  MODELED GRAV-     980,341.6   (mgal)                       NAVD 88
 QC0624
 QC0624  VERT ORDER  -  SECOND    CLASS 0
 QC0624
 QC0624.The horizontal coordinates were scaled from a topographic map and have
 QC0624.an estimated accuracy of +/- 6 seconds.
 QC0624
 QC0624.The orthometric height was determined by differential leveling
 QC0624.and adjusted in June 1991.
 QC0624
 QC0624.The geoid height was determined by GEOID03.
 QC0624
 QC0624.The dynamic height is computed by dividing the NAVD 88
 QC0624.geopotential number by the normal gravity value computed on the
 QC0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0624.degrees latitude (g = 980.6199 gals.).
 QC0624
 QC0624.The modeled gravity was interpolated from observed gravity values.
 QC0624
 QC0624;                    North         East    Units  Estimated Accuracy
 QC0624;SPC OR N     -   145,470.    2,596,470.      MT  (+/- 180 meters Scaled)
 QC0624
 QC0624                          SUPERSEDED SURVEY CONTROL
 QC0624
 QC0624  NGVD 29 (??/??/92)  710.58   (m)         2331.3    (f) COMPUTED    2 0
 QC0624
 QC0624.Superseded values are not recommended for survey control.
 QC0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0624.See file dsdata.txt to determine how the superseded data were derived.
 QC0624
 QC0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK204820(NAD 83)
 QC0624_MARKER: DR = REFERENCE MARK DISK
 QC0624_SETTING: 66 = SET IN ROCK OUTCROP
 QC0624_SP_SET: OUTCROP
 QC0624_STAMPING: BRIDGE NO. 2 1946
 QC0624_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QC0624+STABILITY: POSITION/ELEVATION WELL
 QC0624
 QC0624  HISTORY     - Date     Condition        Report By
 QC0624  HISTORY     - 1946     MONUMENTED       CGS
 QC0624  HISTORY     - 1946     GOOD             CGS
 QC0624  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 QC0624
 QC0624                          STATION DESCRIPTION
 QC0624
 QC0624'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 QC0624'21.8 MI NE FROM MONUMENT.
 QC0624'21.8 MILES NORTHEAST ALONG THE NORTH FORK OF JOHN DAY RIVER FROM THE
 QC0624'POST OFFICE AT MONUMENT.  ON THE SOUTH SLOPE OF A HILL OVER-LOOKING
 QC0624'WOODEN BRIDGE OVER THE NORTH FORK OF THE JOHN DAY RIVER.  ABOUT 47
 QC0624'FEET ABOVE THE WATER.  35 FEET SOUTH OF BRIDGE TRIANGULATION STATION.
 QC0624'18 FEET NORTHEAST OF A SMALL PINE TREE.  AT THE WEST RIM OF CANYON
 QC0624'AND SET IN ROCK OUTCROP.
 QC0624
 QC0624                          STATION RECOVERY (1986)
 QC0624
 QC0624'RECOVERY NOTE BY US POWER SQUADRON 1986 (JDS)
 QC0624'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2032 ***********************************************************************
 RD2032  DESIGNATION -  BRIGHTON HIGHEST SMOKESTACK
 RD2032  PID         -  RD2032
 RD2032  STATE/COUNTY-  OR/TILLAMOOK
 RD2032  USGS QUAD   -  NEHALEM (1985)
 RD2032
 RD2032                         *CURRENT SURVEY CONTROL
 RD2032  ___________________________________________________________________
 RD2032* NAD 83(1991)-  45 40 09.74182(N)    123 55 29.83103(W)     ADJUSTED  
 RD2032* NAVD 88     -              **(meters)            **(feet)            
 RD2032  ___________________________________________________________________
 RD2032  LAPLACE CORR-          24.42  (seconds)                    DEFLEC99
 RD2032  GEOID HEIGHT-         -22.71  (meters)                     GEOID03
 RD2032  HORZ ORDER  -  THIRD
 RD2032
 RD2032.The horizontal coordinates were established by classical geodetic methods
 RD2032.and adjusted by the National Geodetic Survey in October 1991.
 RD2032
 RD2032
 RD2032.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2032
 RD2032.The geoid height was determined by GEOID03.
 RD2032
 RD2032;                    North         East     Units Scale Factor Converg.
 RD2032;SPC OR N     -   228,203.225 2,233,213.943   MT  0.99993274   -2 25 44.1
 RD2032;SPC OR N     -   748,698.24  7,326,817.40   iFT  0.99993274   -2 25 44.1
 RD2032;UTM  10      - 5,057,729.608   427,953.426   MT  0.99966382   -0 39 42.0
 RD2032
 RD2032                          SUPERSEDED SURVEY CONTROL
 RD2032
 RD2032  NAD 83(1986)-  45 40 09.77206(N)    123 55 29.81885(W) AD(       ) 4
 RD2032  NAD 27      -  45 40 10.39100(N)    123 55 25.33900(W) AD(       ) 3
 RD2032
 RD2032.Superseded values are not recommended for survey control.
 RD2032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2032.See file dsdata.txt to determine how the superseded data were derived.
 RD2032
 RD2032_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR2795357730(NAD 83)
 RD2032
 RD2032  HISTORY     - Date     Condition        Report By
 RD2032  HISTORY     - 1926     MONUMENTED       CGS
 RD2032  HISTORY     - 1934     SEE DESCRIPTION  ORGS
 RD2032
 RD2032                          STATION DESCRIPTION
 RD2032
 RD2032'DESCRIBED BY OREGON GEODETIC SURVEY 1934
 RD2032'THIS STATION WAS THE HIGHEST SMOKESTACK OF A SAWMILL AT BRIGHTON,
 RD2032'INTERSECTED FROM THREE DIRECTIONS, THE MILL WAS BURNED SEVERAL YEARS
 RD2032'PREVIOUSLY AND THE STATION WAS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2036 ***********************************************************************
 RD2036  DESIGNATION -  BRIGHTON SAWMILL INCINERATOR
 RD2036  PID         -  RD2036
 RD2036  STATE/COUNTY-  OR/TILLAMOOK
 RD2036  USGS QUAD   -  NEHALEM (1985)
 RD2036
 RD2036                         *CURRENT SURVEY CONTROL
 RD2036  ___________________________________________________________________
 RD2036* NAD 83(1991)-  45 40 07.82701(N)    123 55 29.12574(W)     ADJUSTED  
 RD2036* NAVD 88     -              **(meters)            **(feet)            
 RD2036  ___________________________________________________________________
 RD2036  LAPLACE CORR-          24.44  (seconds)                    DEFLEC99
 RD2036  GEOID HEIGHT-         -22.71  (meters)                     GEOID03
 RD2036  HORZ ORDER  -  THIRD
 RD2036
 RD2036.The horizontal coordinates were established by classical geodetic methods
 RD2036.and adjusted by the National Geodetic Survey in October 1991.
 RD2036
 RD2036
 RD2036.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2036
 RD2036.The geoid height was determined by GEOID03.
 RD2036
 RD2036;                    North         East     Units Scale Factor Converg.
 RD2036;SPC OR N     -   228,143.518 2,233,226.690   MT  0.99993266   -2 25 43.6
 RD2036;SPC OR N     -   748,502.36  7,326,859.22   iFT  0.99993266   -2 25 43.6
 RD2036;UTM  10      - 5,057,670.338   427,968.003   MT  0.99966379   -0 39 41.5
 RD2036
 RD2036                          SUPERSEDED SURVEY CONTROL
 RD2036
 RD2036  NAD 83(1986)-  45 40 07.85728(N)    123 55 29.11348(W) AD(       ) 4
 RD2036  NAD 27      -  45 40 08.47900(N)    123 55 24.62800(W) AD(       ) 3
 RD2036
 RD2036.Superseded values are not recommended for survey control.
 RD2036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2036.See file dsdata.txt to determine how the superseded data were derived.
 RD2036
 RD2036_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR2796857670(NAD 83)
 RD2036
 RD2036  HISTORY     - Date     Condition        Report By
 RD2036  HISTORY     - 1926     MONUMENTED       CGS
 RD2036  HISTORY     - 1934     SEE DESCRIPTION  ORGS
 RD2036
 RD2036                          STATION DESCRIPTION
 RD2036
 RD2036'DESCRIBED BY OREGON GEODETIC SURVEY 1934
 RD2036'THIS INTERSECTED STATION WAS THE REFUSE BURNER AT THE BRIGHTON
 RD2036'SAWMILL.  THE MILL HAS BEEN DESTROYED BY FIRE SOME YEARS
 RD2036'PREVIOUSLY, AND THE STATION IS LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2048 ***********************************************************************
 RD2048  DESIGNATION -  BRIGHTON WATER TANK ON HILL
 RD2048  PID         -  RD2048
 RD2048  STATE/COUNTY-  OR/TILLAMOOK
 RD2048  USGS QUAD   -  NEHALEM (1985)
 RD2048
 RD2048                         *CURRENT SURVEY CONTROL
 RD2048  ___________________________________________________________________
 RD2048* NAD 83(1991)-  45 40 03.30454(N)    123 55 27.32125(W)     ADJUSTED  
 RD2048* NAVD 88     -              **(meters)            **(feet)            
 RD2048  ___________________________________________________________________
 RD2048  LAPLACE CORR-          24.50  (seconds)                    DEFLEC99
 RD2048  GEOID HEIGHT-         -22.71  (meters)                     GEOID03
 RD2048  HORZ ORDER  -  THIRD
 RD2048
 RD2048.The horizontal coordinates were established by classical geodetic methods
 RD2048.and adjusted by the National Geodetic Survey in October 1991.
 RD2048
 RD2048
 RD2048.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2048
 RD2048.The geoid height was determined by GEOID03.
 RD2048
 RD2048;                    North         East     Units Scale Factor Converg.
 RD2048;SPC OR N     -   228,002.373 2,233,259.795   MT  0.99993247   -2 25 42.4
 RD2048;SPC OR N     -   748,039.28  7,326,967.83   iFT  0.99993247   -2 25 42.4
 RD2048;UTM  10      - 5,057,530.319   428,005.436   MT  0.99966372   -0 39 40.1
 RD2048
 RD2048                          SUPERSEDED SURVEY CONTROL
 RD2048
 RD2048  NAD 83(1986)-  45 40 03.33479(N)    123 55 27.30908(W) AD(       ) 4
 RD2048  NAD 27      -  45 40 03.96000(N)    123 55 22.82000(W) AD(       ) 3
 RD2048
 RD2048.Superseded values are not recommended for survey control.
 RD2048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2048.See file dsdata.txt to determine how the superseded data were derived.
 RD2048
 RD2048_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR2800557530(NAD 83)
 RD2048
 RD2048  HISTORY     - Date     Condition        Report By
 RD2048  HISTORY     - 1926     MONUMENTED       CGS
 RD2048  HISTORY     - 1934     SEE DESCRIPTION  ORGS
 RD2048  HISTORY     - 1954     SEE DESCRIPTION  CGS
 RD2048
 RD2048                          STATION DESCRIPTION
 RD2048
 RD2048'DESCRIBED BY OREGON GEODETIC SURVEY 1934
 RD2048'THIS UNCHECKED, INTERSECTED STATION IS THE CENTER OF A RED WOODEN
 RD2048'WATER TANK ON A HILL JUST S OF BRIGHTON.  THE TANK SITS ON THE
 RD2048'GROUND AND IS ON A HILL ABOUT 150 FEET ABOVE THE OREGON COAST
 RD2048'HIGHWAY.
 RD2048
 RD2048                          STATION RECOVERY (1954)
 RD2048
 RD2048'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (FN)
 RD2048'THE POSITION OF THIS INTERSECTION STATION IS ON A WOODED HILL ON
 RD2048'THE SOUTH SIDE OF BRIGHTON.  IT WAS NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1561 ***********************************************************************
 QD1561  DESIGNATION -  BROCHER
 QD1561  PID         -  QD1561
 QD1561  STATE/COUNTY-  OR/WASCO
 QD1561  USGS QUAD   -  EAGLE BUTTE (1962)
 QD1561
 QD1561                         *CURRENT SURVEY CONTROL
 QD1561  ___________________________________________________________________
 QD1561* NAD 83(1991)-  44 50 08.23312(N)    121 10 28.84801(W)     ADJUSTED  
 QD1561* NAVD 88     -       688.6    (meters)    2259.     (feet)  VERTCON   
 QD1561  ___________________________________________________________________
 QD1561  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 QD1561  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 QD1561  HORZ ORDER  -  SECOND
 QD1561
 QD1561.The horizontal coordinates were established by classical geodetic methods
 QD1561.and adjusted by the National Geodetic Survey in October 1991.
 QD1561
 QD1561.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1561.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1561
 QD1561.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1561
 QD1561.The geoid height was determined by GEOID03.
 QD1561
 QD1561;                    North         East     Units Scale Factor Converg.
 QD1561;SPC OR N     -   130,118.557 2,446,657.079   MT  0.99991139   -0 28 42.5
 QD1561;SPC OR N     -   426,898.15  8,027,090.15   iFT  0.99991139   -0 28 42.5
 QD1561;UTM  10      - 4,966,310.795   644,274.070   MT  0.99985596   +1 17 14.0
 QD1561
 QD1561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1561!SPC OR N     -   0.99989543  x   0.99991139  =   0.99980683
 QD1561!UTM  10      -   0.99989543  x   0.99985596  =   0.99975141
 QD1561
 QD1561|---------------------------------------------------------------------|
 QD1561| PID    Reference Object                     Distance      Geod. Az  |
 QD1561|                                                           dddmmss.s |
 QD1561| CF4162 BROCHER RM 1                          9.025 METERS 09109     |
 QD1561| CF4163 BROCHER RM 2                         15.850 METERS 16208     |
 QD1561| CF4161 BROCHER AZ MK                                      2422724.5 |
 QD1561|---------------------------------------------------------------------|
 QD1561
 QD1561                          SUPERSEDED SURVEY CONTROL
 QD1561
 QD1561  NAD 83(1986)-  44 50 08.24371(N)    121 10 28.84779(W) AD(       ) 2
 QD1561  NAD 27      -  44 50 08.81200(N)    121 10 24.66600(W) AD(       ) 2
 QD1561  NGVD 29 (07/19/86)  687.5    (m)         2256.     (f) VERT ANG    3  
 QD1561
 QD1561.Superseded values are not recommended for survey control.
 QD1561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1561.See file dsdata.txt to determine how the superseded data were derived.
 QD1561
 QD1561_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ4427466311(NAD 83)
 QD1561_MARKER: Z = SEE DESCRIPTION
 QD1561_SETTING: 0 = UNSPECIFIED SETTING
 QD1561
 QD1561  HISTORY     - Date     Condition        Report By
 QD1561  HISTORY     - 1946     MONUMENTED       CGS
 QD1561  HISTORY     - 1974     SEE DESCRIPTION  NGS
 QD1561
 QD1561                          STATION DESCRIPTION
 QD1561
 QD1561'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 QD1561'STATION IS LOCATED ABOUT 3.3 MILES NORTHEAST OF WARM SPRINGS AND
 QD1561'ABOUT 0.5 MILE NORTH OF THE JEFFERSON-WASCO COUNTY LINE.  IT IS
 QD1561'ABOUT 200 YARDS SOUTH OF THE NORTH EDGE OF A HIGH RIDGE, 175
 QD1561'FEET SOUTH OF A LONE JUNIPER BUSH AND 123 FEET NORTHEAST OF A
 QD1561'LONE SCRUB JUNIPER TREE.  IT IS A STANDARD DISK WELDED TO THE
 QD1561'TOP OF A 3-INCH SOIL PIPE THAT PROJECTS 6 INCHES.  IT IS STAMPED
 QD1561'BROCHER 1946.
 QD1561'
 QD1561'REFERENCE MARK NO. 1 IS EAST OF THE STATION, 25 PACES SOUTHWEST
 QD1561'OF WHERE THE RIDGE DROPS OFF ABRUPTLY TO THE NORTHEAST.  IT IS A
 QD1561'STANDARD DISK STAMPED BROCHER 1946 NO 1 WELDED TO THE TOP OF A
 QD1561'3-INCH SOIL PIPE THAT PROJECTS 8 INCHES.  IT IS AT THE SAME
 QD1561'ELEVATION AS THE STATION.
 QD1561'
 QD1561'REFERENCE MARK NO. 2 IS SOUTH BY EAST OF THE STATION.  IT IS A
 QD1561'STANDARD DISK STAMPED BROCHER 1946 NO 2 WELDED TO THE TOP OF A
 QD1561'3-INCH SOIL PIPE THAT PROJECTS 3 INCHES.  IT IS AT THE SAME
 QD1561'ELEVATION AS THE STATION.
 QD1561'
 QD1561'THE AZIMUTH MARK IS WEST-SOUTHWEST OF THE STATION, 60 FEET
 QD1561'SOUTHEAST OF THE CENTERLINE OF A Y INTERSECTION AND 60 FEET
 QD1561'SOUTH OF THE CENTERLINE OF A DIRT ROAD.  IT IS A STANDARD DISK
 QD1561'STAMPED BROCHER 1946 WELDED TO THE TOP OF A 3-INCH SOIL PIPE
 QD1561'THAT PROJECTS 5 INCHES.
 QD1561'
 QD1561'TO REACH THE STATION FROM THE TWO STONE PILLARS AT THE NORTH
 QD1561'EDGE OF THE WARM SPRINGS INDIAN RESERVATION, GO NORTH ON THE
 QD1561'GRAVEL ROAD FOR 6.7 MILES.  THEN RIGHT FORK FOR 0.1 MILE.  THEN
 QD1561'RIGHT ON A DIRT ROAD FOR 0.3 MILE TO A FORK.  THEN RIGHT FORK
 QD1561'FOR 60 FEET TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 QD1561'NORTHEASTERLY FOR 1.8 MILES THEN BEAR LEFT, ACROSS COUNTRY FOR
 QD1561'0.9 MILE TO THE NORTH END OF THE RIDGE AND THE STATION.
 QD1561
 QD1561                          STATION RECOVERY (1974)
 QD1561
 QD1561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 QD1561'THE STATION MARK, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK WAS
 QD1561'RECOVERED IN GOOD CONDITION.  THE ORIGINAL TO REACH IS OBSOLETE.  A
 QD1561'NEW AND COMPLETE DESCRIPTION FOLLOWS.
 QD1561'
 QD1561'TO REACH THE STATION FROM THE WARM SPRINGS POST OFFICE GO
 QD1561'NORTHEAST FOR 0.05 MILE TO U.S. HIGHWAY 26, TURN LEFT, AND GO
 QD1561'SOUTHWEST ON U.S. HIGHWAY 26 FOR 0.2 MILE TO A CROSSROAD, AND
 QD1561'SIGN ON THE RIGHT KAH-NEE-TA, TURN RIGHT AS PER SIGN, AND GO
 QD1561'NORTH ON THE MACADAM ROAD FOR 6.6 MILES TO A FORK, JUST BEFORE
 QD1561'REACHING THE WASCO-JEFFERSON COUNTY LINE, TAKE THE RIGHT FORK,
 QD1561'LEAVING THE MACADAM ROAD, AND GO EAST ON THE GRAVELED ROAD FOR
 QD1561'0.35 MILE TO A FORK, AND THE AZIMUTH MARK ON THE RIGHT.  TAKE
 QD1561'THE RIGHT FORK, AND CONTINUE EAST ON THE DIRT ROAD FOR 1.5
 QD1561'MILES TO A SUMMIT IN THE ROAD, AND A DIM TRACK ROAD LEFT, TURN
 QD1561'LEFT, AND GO NORTH ON THE DIM TRACK ROAD FOR 1.0 MILE TO THE
 QD1561'STATION.
 QD1561'
 QD1561'THE STATION MARK, STAMPED BROCHER 1946, IS A STANDARD DISK ON A
 QD1561'PIPE THAT PROJECTS 5-INCHES, 500 FEET SOUTH OF THE POINT OF THE
 QD1561'BUTTE, AND 2 FEET EAST OF A METAL WITNESS POST.
 QD1561'
 QD1561'REFERENCE MARK NO. 1, STAMPED BROCHER NO 1 1946, IS A STANDARD
 QD1561'DISK ON A PIPE THAT PROJECTS 8-INCHES, 31 FEET EAST OF THE
 QD1561'WITNESS POST, AND LEVEL WITH THE STATION.
 QD1561'
 QD1561'REFERENCE MARK NO. 2, STAMPED BROCHER NO 2 1946, IS A STANDARD
 QD1561'DISK ON A PIPE THAT PROJECTS 4-INCHES, 53 FEET SOUTHEAST OF THE
 QD1561'WITNESS POST, AND LEVEL WITH THE STATION.
 QD1561'
 QD1561'THE DISTANCE BETWEEN R.M. NO. 1, AND R.M. NO. 2 IS 50.74 FEET
 QD1561'OR 15.465 METERS.
 QD1561'
 QD1561'THE AZIMUTH MARK, STAMPED BROCHER 1946, IS A STANDARD DISK ON A
 QD1561'PIPE THAT PROJECTS 5-INCHES, 60 FEET SOUTHEAST OF THE FORKS IN
 QD1561'THE ROAD, 28 FEET SOUTH OF THE CENTER OF THE DIRT ROAD, 1 FOOT
 QD1561'NORTHWEST OF A METAL WITNESS POST, AND 2 FEET HIGHER THAN THE
 QD1561'ROAD.
 QD1561'
 QD1561'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QD1561'5 MILES N-NE OF WARM SPRINGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1816 ***********************************************************************
 QE1816  DESIGNATION -  BROCK=ROAD 87 STA 195+00.9 PI
 QE1816  PID         -  QE1816
 QE1816  STATE/COUNTY-  OR/MARION
 QE1816  USGS QUAD   -  TURNER (1986)
 QE1816
 QE1816                         *CURRENT SURVEY CONTROL
 QE1816  ___________________________________________________________________
 QE1816* NAD 83(1991)-  44 45 12.64108(N)    122 54 26.09002(W)     ADJUSTED  
 QE1816* NAVD 88     -       100.     (meters)     328.     (feet)  VERTCON   
 QE1816  ___________________________________________________________________
 QE1816  LAPLACE CORR-          -2.96  (seconds)                    DEFLEC99
 QE1816  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 QE1816  HORZ ORDER  -  SECOND
 QE1816
 QE1816.The horizontal coordinates were established by classical geodetic methods
 QE1816.and adjusted by the National Geodetic Survey in October 1991.
 QE1816
 QE1816.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE1816.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE1816
 QE1816.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE1816
 QE1816.The geoid height was determined by GEOID03.
 QE1816
 QE1816;                    North         East     Units Scale Factor Converg.
 QE1816;SPC OR N     -   123,611.375 2,309,427.464   MT  0.99992069   -1 42 25.9
 QE1816;SPC OR N     -   405,549.13  7,576,861.76   iFT  0.99992069   -1 42 25.9
 QE1816;UTM  10      - 4,955,573.419   507,341.613   MT  0.99960066   +0 03 55.1
 QE1816
 QE1816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE1816!SPC OR N     -   0.99998795  x   0.99992069  =   0.99990864
 QE1816!UTM  10      -   0.99998795  x   0.99960066  =   0.99958862
 QE1816
 QE1816:                Primary Azimuth Mark                     Grid Az
 QE1816:SPC OR N     -  GENTRY=ROAD 87 STA 218+29.9 PI           243 34 45.4
 QE1816:UTM  10      -  GENTRY=ROAD 87 STA 218+29.9 PI           241 48 24.4
 QE1816
 QE1816|---------------------------------------------------------------------|
 QE1816| PID    Reference Object                     Distance      Geod. Az  |
 QE1816|                                                           dddmmss.s |
 QE1816| CE1515 GENTRY=ROAD 87 STA 218+29.9 PI                     2415219.5 |
 QE1816|---------------------------------------------------------------------|
 QE1816
 QE1816                          SUPERSEDED SURVEY CONTROL
 QE1816
 QE1816  NAD 83(1986)-  44 45 12.66411(N)    122 54 26.10839(W) AD(       ) 2
 QE1816  NAD 27      -  44 45 13.22448(N)    122 54 21.78244(W) AD(       ) 2
 QE1816  NGVD 29 (07/19/86)   99.     (m)          325.     (f) VERT ANG    3  
 QE1816
 QE1816.Superseded values are not recommended for survey control.
 QE1816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1816.See file dsdata.txt to determine how the superseded data were derived.
 QE1816
 QE1816_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ0734255573(NAD 83)
 QE1816_MARKER: Z = SEE DESCRIPTION
 QE1816_SETTING: 0 = UNSPECIFIED SETTING
 QE1816
 QE1816  HISTORY     - Date     Condition        Report By
 QE1816  HISTORY     - 1972     MONUMENTED       OR-047
 QE1816
 QE1816                          STATION DESCRIPTION
 QE1816
 QE1816'DESCRIBED BY MARION COUNTY OREGON 1972 (ADG)
 QE1816'THE STATION IS LOCATED ABOUT 1.7 MILES NORTHEAST OF THE VILLAGE
 QE1816'OF MARION (BETWEEN THE CITIES OF JEFFERSON AND STAYTON) AND IS
 QE1816'SITUATED IN THE S.E. 1/4 OF THE S.E. 1/4 OF SECTION 27, TOWNSHIP
 QE1816'9 SOUTH, RANGE 2 WEST, WILLAMETTE MERIDIAN, MARION COUNTY, OREGON.
 QE1816'
 QE1816'TO REACH THE STATION FROM THE INTERSECTION OF MARKET ROAD NO. 3
 QE1816'(TURNER-MARION RD.) AND MARKET ROAD NO. 87 (MARION-STAYTON RD.) IN
 QE1816'THE VILLAGE OF MARION, GO EASTERLY ON MARKET ROAD NO. 87 FOR ABOUT
 QE1816'1.7 MILES TO THE STATION MARK WHICH IS A COUNTY MONUMENT SET FLUSH
 QE1816'WITH THE PAVEMENT AND IN THE CENTER OF THE INTERSECTION OF MARKET
 QE1816'ROAD NO. 87 WITH COUNTY ROAD NO. 942.  POINT IS P.I. STATION
 QE1816'195+00.9 OF SAID MARKET ROAD NO. 87.
 QE1816'
 QE1816'THE STATION MARK IS A MARION COUNTY BRASS DISK STAMPED MARION
 QE1816'COUNTY.  T9S, R2W.  M.R. 87.  C.R. 942, SET IN THE TOP OF AN 8
 QE1816'INCH CYLINDRICAL CONCRETE POST AND 7 INCHES BELOW THE SURFACE OF
 QE1816'THE PAVEMENT.  A MARION COUNTY CAST IRON BOX ENCASES THE CONCRETE
 QE1816'POST AND HAS A METAL COVER EMBOSSED WITH THE WORDS MARION COUNTY
 QE1816'MONUMENT.  THERE IS NO UNDERGROUND STATION MARK FOR THIS
 QE1816'STATION.
 QE1816'
 QE1816'AZIMUTH MARK IS STATION GENTRY WHICH IS 2,329 FEET SOUTHWEST OF
 QE1816'STATION BROCK AND IS A COUNTY MONUMENT SET FLUSH WITH THE PAVEMENT
 QE1816'AT P.I. STATION 218+29.9 AND IS THE P.I. OF A 2 DEG 00 MIN CURVE
 QE1816'IN SAID MARKET ROAD NO. 87.  A COUNTY MONUMENT BEARS SOUTH 67 DEG
 QE1816'53 MIN WEST 470.0 FEET.  THE AZIMUTH MARK IS A MARION COUNTY
 QE1816'BRASS DISK STAMPED MARION COUNTY.  T9S,R2W.  P.I. 218+29.9, SET
 QE1816'IN THE TOP OF AN 8 INCH CYLINDRICAL CONCRETE POST AND 7 INCHES
 QE1816'BELOW THE SURFACE OF THE PAVEMENT.  A MARION COUNTY CAST IRON
 QE1816'BOX ENCASES THE TOP OF THE CONCRETE POST AND HAS A METAL COVER
 QE1816'EMBOSSED WITH THE WORDS MARION COUNTY MONUMENT.  THERE IS NO
 QE1816'UNDERGROUND STATION MARK FOR THIS AZIMUTH STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0915 ***********************************************************************
 NY0915  DESIGNATION -  BROKEN
 NY0915  PID         -  NY0915
 NY0915  STATE/COUNTY-  OR/KLAMATH
 NY0915  USGS QUAD   -  MERRILL (1986)
 NY0915
 NY0915                         *CURRENT SURVEY CONTROL
 NY0915  ___________________________________________________________________
 NY0915* NAD 83(1991)-  42 00 17.15778(N)    121 36 50.94013(W)     ADJUSTED  
 NY0915* NAVD 88     -      1309.8    (meters)    4297.     (feet)  VERTCON   
 NY0915  ___________________________________________________________________
 NY0915  LAPLACE CORR-           3.34  (seconds)                    DEFLEC99
 NY0915  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 NY0915  HORZ ORDER  -  SECOND
 NY0915
 NY0915.The horizontal coordinates were established by classical geodetic methods
 NY0915.and adjusted by the National Geodetic Survey in October 1991.
 NY0915
 NY0915.The NAVD 88 height was computed by applying the VERTCON shift value to
 NY0915.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NY0915
 NY0915.The Laplace correction was computed from DEFLEC99 derived deflections.
 NY0915
 NY0915.The geoid height was determined by GEOID03.
 NY0915
 NY0915;                    North         East     Units Scale Factor Converg.
 NY0915;SPC OR S     -    38,172.902 1,407,692.306   MT  1.00009888   -0 45 44.1
 NY0915;SPC OR S     -   125,239.18  4,618,413.08   iFT  1.00009888   -0 45 44.1
 NY0915;SPC CA 1     -   796,723.126 2,031,968.782   MT  1.00010348   +0 15 08.3
 NY0915;SPC CA 1     - 2,613,915.79  6,666,550.91   sFT  1.00010348   +0 15 08.3
 NY0915;UTM  10      - 4,651,234.297   614,765.423   MT  0.99976207   +0 55 39.0
 NY0915
 NY0915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NY0915!SPC OR S     -   0.99979820  x   1.00009888  =   0.99989706
 NY0915!SPC CA 1     -   0.99979820  x   1.00010348  =   0.99990166
 NY0915!UTM  10      -   0.99979820  x   0.99976207  =   0.99956032
 NY0915
 NY0915:                Primary Azimuth Mark                     Grid Az
 NY0915:SPC OR S     -  MERRILL MUNICIPAL TANK                   027 00 06.7
 NY0915:SPC CA 1     -  MERRILL MUNICIPAL TANK                   025 59 14.3
 NY0915:UTM  10      -  MERRILL MUNICIPAL TANK                   025 18 43.6
 NY0915
 NY0915|---------------------------------------------------------------------|
 NY0915| PID    Reference Object                     Distance      Geod. Az  |
 NY0915|                                                           dddmmss.s |
 NY0915| NY0916 MERRILL MUNICIPAL TANK              APPROX. 2.3 KM 0261422.6 |
 NY0915| CD6970 BROKEN RM 1                           6.937 METERS 10613     |
 NY0915| CD6969 BROKEN AZ MK                                       2330954.0 |
 NY0915| CD6971 BROKEN RM 2                           6.309 METERS 32222     |
 NY0915|---------------------------------------------------------------------|
 NY0915
 NY0915                          SUPERSEDED SURVEY CONTROL
 NY0915
 NY0915  NAD 83(1986)-  42 00 17.15864(N)    121 36 50.94329(W) AD(       ) 2
 NY0915  NAD 27      -  42 00 17.61400(N)    121 36 46.96500(W) AD(       ) 2
 NY0915  NGVD 29 (07/19/86) 1308.7    (m)         4294.     (f) VERT ANG    3  
 NY0915
 NY0915.Superseded values are not recommended for survey control.
 NY0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0915.See file dsdata.txt to determine how the superseded data were derived.
 NY0915
 NY0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM1476551234(NAD 83)
 NY0915_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NY0915_SETTING: 80 = SET IN A BOULDER
 NY0915_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 NY0915_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NY0915+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2008
 NY0915
 NY0915  HISTORY     - Date     Condition        Report By
 NY0915  HISTORY     - 1948     MONUMENTED       CGS
 NY0915  HISTORY     - 1961     SEE DESCRIPTION  CGS
 NY0915  HISTORY     - 1980     GOOD             NGS
 NY0915  HISTORY     - 20081129 GOOD             INDIV
 NY0915
 NY0915                          STATION DESCRIPTION
 NY0915
 NY0915'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (WRH)
 NY0915'THE STATION IS LOCATED ON THE WEST END OF THE HIGHEST PART OF A
 NY0915'LOW SAGE COVERED AND ROCKY HILL.  IT IS ABOUT 1.5 MILES AIRLINE
 NY0915'SOUTH SOUTHWEST OF THE TOWN OF MERRILL, ABOUT 0.3 MILE NORTH OF
 NY0915'THE OREGON-CALIFORNIA LINE.  THERE IS A SMALL GRAIN FIELD BETWEEN
 NY0915'THE HILL AND THE STATE LINE HIGHWAY.
 NY0915'
 NY0915'THE STATION IS A STANDARD STATION DISK THAT IS SET IN A DRILL
 NY0915'HOLE IN A BOULDER THAT PROJECTS 10 INCHES ABOVE THE GROUND.  THE
 NY0915'DISK IS STAMPED BROKEN 1948 AND IS SET AS DESCRIBED IN NOTE 4.
 NY0915'
 NY0915'REFERENCE MARK NUMBER ONE IS A STANDARD REFERENCE MARK DISK THAT
 NY0915'IS SET IN A DRILL HOLE IN A BOULDER THAT PROJECTS 6 INCHES
 NY0915'ABOVE THE GROUND.  IT IS 30 INCHES LOWER THAN THE STATION.  THE
 NY0915'DISK IS STAMPED BROKEN NO 1 1948 AND IS SET AS DESCRIBED IN NOTE
 NY0915'12C.
 NY0915'
 NY0915'REFERENCE MARK NUMBER TWO IS A STANDARD REFERENCE MARK DISK THAT
 NY0915'IS SET IN A DRILL HOLE IN A BOULDER THAT PROJECTS 16 INCHES ABOVE
 NY0915'THE GROUND.  IT IS 18 INCHES LOWER THAN THE STATION.  THE DISK IS
 NY0915'STAMPED BROKEN NO 2 1948 AND IS SET AS DESCRIBED IN NOTE 12C.
 NY0915'
 NY0915'THE AZIMUTH MARK IS A STANDARD U.S. GLO CAP DISK THAT IS RIVETED TO
 NY0915'THE TOP OF AN IRON PIPE.  IT IS 100 FEET NORTH OF THE CENTERLINE
 NY0915'OF THE STATE LINE HIGHWAY AND ABOUT 50 FEET WEST OF A SMALL SAGE
 NY0915'COVERED DUNE.  THE DISK IS STAMPED ORE, CAL, M C, T48N, R3E, S16,
 NY0915'1919 AND PROJECTS 8 INCHES ABOVE THE GROUND.  TO REACH THE MARK
 NY0915'FROM THE STATION GO CROSS COUNTRY FOR ABOUT 0.3 MILE TO THE
 NY0915'STATE LINE HIGHWAY.  TURN RIGHT, WEST, AND FOLLOW THE HIGHWAY
 NY0915'FOR 0.65 MILE TO THE MARK ON THE RIGHT, NORTH, SIDE OF THE
 NY0915'HIGHWAY AS DESCRIBED.
 NY0915'
 NY0915'TO REACH THE STATION FROM THE U.S. POST OFFICE IN MERRILL GO
 NY0915'WEST FOR 1 BLOCK.  TURN LEFT, SOUTH, AND FOLLOW THE PAVED AND
 NY0915'GRAVELED ROAD FOR 1.7 MILES TO THE STATE LINE HIGHWAY.  TURN
 NY0915'RIGHT, WEST, ON THE HIGHWAY AND GO 0.6 MILE TO A GATE IN THE
 NY0915'FENCE ON THE RIGHT.  FROM THIS POINT PACK NORTH AND WEST ACROSS A
 NY0915'CULTIVATED FIELD THEN NORTH UP THE HILLSIDE TO THE TOP OF THE
 NY0915'HILL AND THE STATION ON THE HIGHEST POINT AS DESCRIBED.
 NY0915
 NY0915                          STATION RECOVERY (1961)
 NY0915
 NY0915'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (MLO)
 NY0915'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 NY0915'
 NY0915'RM NO. 1 RECOVERED IN GOOD CONDITION AS DESCRIBED.
 NY0915'
 NY0915'RM NO. 2 RECOVERED IN GOOD CONDITION AS DESCRIBED.
 NY0915'
 NY0915'AZIMUTH MARK NOT SEARCHED FOR.
 NY0915
 NY0915                          STATION RECOVERY (1980)
 NY0915
 NY0915'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 NY0915'THE STATION AND RM 1 WERE RECOVERED IN GOOD CONDITION.  REFERENCE
 NY0915'MARK 2 WAS DESTROYED.  THE AZIMUTH MARK WAS SEARCHED FOR BUT WAS NOT
 NY0915'RECOVERED.  IT MIGHT STILL BE IN PLACE BUT COVERED BY
 NY0915'SAGEBRUSH.  REFERENCE MARK 3 WAS ESTABLISHED AT THIS TIME.
 NY0915'
 NY0915'THE STATION IS LOCATED ON THE WEST END OF THE HIGHEST PART OF A LOW
 NY0915'SAGE COVERED AND ROCKY HILL, ABOUT 1.5 MILES SOUTH OF MERRILL, AND
 NY0915'ABOUT 0.3 MILE NORTH OF THE OREGON-CALIFORNIA LINE.  IT IS ON
 NY0915'PROPERTY OWNED BY GEORGE CARTER, OF P.O. BOX 24, MERRILL OR. 97633.
 NY0915'
 NY0915'TO REACH THE STATION FROM THE POST OFFICE IN MERRILL GO WEST ONE
 NY0915'BLOCK, TURN LEFT ON S MAIN AND GO 1.8 MILE TO THE ORE-CAL ROAD, TURN
 NY0915'RIGHT AND GO 0.35 MILE, TURN RIGHT ON PRIVATE TRACK ROAD ON THE EAST
 NY0915'SIDE OF A CULTIVATED FIELD AND GO 0.25 TO THE END OF TRUCK TRAVEL,
 NY0915'FROM HERE PACK NORTHWEST UP RIDGE TO HIGHEST PART OF HILL AND
 NY0915'STATION.  ABOUT A 10 MINUTE PACK.
 NY0915'
 NY0915'THE STATION IS A STANDARD US COAST AND GEODETIC SURVEY (NOW NOS) DISK
 NY0915'STAMPED---BROKEN 1948---SET INTO THE TOP OF A PARTIALLY EXPOSED
 NY0915'BOULDER OF 0.6 METER (2 FEET) LARGEST DIMENSION LOCATED 2.1 METERS (7
 NY0915'FEET) E FROM THE WEST EDGE OF A ROCK OUTCROP.
 NY0915'
 NY0915'REFERENCE MARK NO. 1 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 NY0915'NOS) DISK STAMPED---BROKEN NO 1 1948---SET INTO THE TOP OF A
 NY0915'PARTIALLY EXPOSED BOULDER OF 0.6 METER (2 FEET) LARGEST DIMENSION
 NY0915'LOCATED 6.1 METERS (20 FEET) E FROM THE SOUTH CORNER OF A ROCK
 NY0915'OUTCROP AND 0.46 METER (1.5 FEET) LOWER THAN THE STATION.
 NY0915'
 NY0915'REFERENCE MARK NO. 3 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 NY0915'STAMPED---BROKEN 1948 NO 3 1980---SET INTO THE TOP OF A PARTIALLY
 NY0915'EXPOSED BOULDER OF 0.6 METER (2 FEET) LARGEST DIMENSION LOCATED 6.1
 NY0915'METERS (20 FEET) E FROM THE WEST EDGE OF THE HILL AND 0.3 METER (1
 NY0915'FOOT) LOWER THAN THE STATION.
 NY0915
 NY0915                          STATION RECOVERY (2008)
 NY0915
 NY0915'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (DBT)
 NY0915'STATION MARK, REFERENCE MARK 1, AND REFERENCE MARK 3 RECOVERED.  THERE
 NY0915'IS ALSO AN ADDITIONAL USGS BM WITH NO ELEVATION OR OTHER STAMPINGS
 NY0915'ABOUT 3 FEET FROM THE STATION MARK AND A FOOT LOWER.  SEE SUBMITTED
 NY0915'PHOTOS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0934 ***********************************************************************
 QC0934  DESIGNATION -  BROOK
 QC0934  PID         -  QC0934
 QC0934  STATE/COUNTY-  OR/GRANT
 QC0934  USGS QUAD   -  DALE (1995)
 QC0934
 QC0934                         *CURRENT SURVEY CONTROL
 QC0934  ___________________________________________________________________
 QC0934* NAD 83(1991)-  44 57 36.45143(N)    118 54 38.05362(W)     ADJUSTED  
 QC0934* NAVD 88     -      1251.3    (meters)    4105.     (feet)  VERTCON   
 QC0934  ___________________________________________________________________
 QC0934  LAPLACE CORR-           7.39  (seconds)                    DEFLEC99
 QC0934  GEOID HEIGHT-         -18.11  (meters)                     GEOID03
 QC0934  HORZ ORDER  -  FIRST
 QC0934
 QC0934.The horizontal coordinates were established by classical geodetic methods
 QC0934.and adjusted by the National Geodetic Survey in October 1991.
 QC0934
 QC0934.The NAVD 88 height was computed by applying the VERTCON shift value to
 QC0934.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QC0934
 QC0934.The Laplace correction was computed from DEFLEC99 derived deflections.
 QC0934
 QC0934.The geoid height was determined by GEOID03.
 QC0934
 QC0934;                    North         East     Units Scale Factor Converg.
 QC0934;SPC OR N     -   144,964.186 2,625,387.901   MT  0.99990118   +1 07 37.9
 QC0934;SPC OR N     -   475,604.28  8,613,477.37   iFT  0.99990118   +1 07 37.9
 QC0934;UTM  11      - 4,980,296.468   349,313.334   MT  0.99987921   -1 21 01.0
 QC0934
 QC0934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QC0934!SPC OR N     -   0.99980669  x   0.99990118  =   0.99970789
 QC0934!UTM  11      -   0.99980669  x   0.99987921  =   0.99968592
 QC0934
 QC0934|---------------------------------------------------------------------|
 QC0934| PID    Reference Object                     Distance      Geod. Az  |
 QC0934|                                                           dddmmss.s |
 QC0934| CD6973 BROOK RM 1                           11.388 METERS 05114     |
 QC0934| CD6974 BROOK RM 2                           11.339 METERS 13921     |
 QC0934| CD6972 BROOK AZ MK                                        2854329.1 |
 QC0934|---------------------------------------------------------------------|
 QC0934
 QC0934                          SUPERSEDED SURVEY CONTROL
 QC0934
 QC0934  NAD 83(1986)-  44 57 36.45858(N)    118 54 38.04903(W) AD(       ) 1
 QC0934  NAD 27      -  44 57 36.89300(N)    118 54 34.15600(W) AD(       ) 1
 QC0934  NGVD 29 (07/19/86) 1250.1    (m)         4101.     (f) VERT ANG    3  
 QC0934
 QC0934.Superseded values are not recommended for survey control.
 QC0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0934.See file dsdata.txt to determine how the superseded data were derived.
 QC0934
 QC0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK4931380296(NAD 83)
 QC0934_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QC0934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0934
 QC0934  HISTORY     - Date     Condition        Report By
 QC0934  HISTORY     - 1946     MONUMENTED       CGS
 QC0934
 QC0934                          STATION DESCRIPTION
 QC0934
 QC0934'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 QC0934'STATION IS LOCATED ABOUT 3 MILES SOUTH-SOUTHEAST OF DALE AND
 QC0934'ABOUT 12-1/2 MILES SOUTH OF UKIAH, IN OPEN PASTURE LAND WITH
 QC0934'SCATTERED TIMBER NORTH AND WEST OF THE STATION AND HEAVY TIMBER
 QC0934'TO THE EAST AND SOUTH.  IT IS ON THE RIDGE BETWEEN DESOLATION
 QC0934'CREEK AND MEADOW BROOK CREEK.  THE STATION IS ON THE WEST EDGE
 QC0934'OF THE TIMBER 40 FEET NORTH OF A 24 INCH PINE TREE.  THE MARK
 QC0934'PROJECTS 2 INCHES AND IS STAMPED--BROOK 1946.
 QC0934'
 QC0934'REFERENCE MARK NO. 1 IS NW OF THE STATION AT ABOUT THE SAME
 QC0934'ELEVATION AND IS ON THE EDGE OF THE TIMBER.  THE MARK PROJECTS 4
 QC0934'INCHES.
 QC0934'
 QC0934'REFERENCE MARK NO. 2 IS SOUTHEAST OF THE STATION AND ABOUT 1
 QC0934'FOOT HIGHER.  THE MARK IS UNDER THE TREES AND PROJECTS 2 INCHES.
 QC0934'
 QC0934'THE AZIMUTH MARK IS ABOUT 0.7 MILE WEST OF THE STATION AND
 QC0934'ABOUT 100 YARDS EAST-SOUTHEAST OF A RANCH HOUSE.  THE MARK IS
 QC0934'BETWEEN TWO LONE PINE TREES AND PROJECTS 4 INCHES.
 QC0934'
 QC0934'ALL REFERENCE MARKS ARE STAMPED WITH THE NAME AND DATE OF THE
 QC0934'STATION AND WITH THEIR RESPECTIVE NUMBERS.
 QC0934'
 QC0934'TO REACH THE STATION FROM THE DALE POST OFFICE AND STORE WHICH
 QC0934'IS ON ROUTE 395 AND 15.5 MILES SOUTHERLY FROM THE UKIAH JUNCTION
 QC0934'1.3 MILES WEST OF THE TOWN OF UKIAH.  GO SOUTHERLY FROM THE DALE
 QC0934'POST OFFICE TOWARDS LONG CREEK FOR 1.3 MILES TO OLD SAW MILL ON
 QC0934'THE LEFT.  THENCE CONTINUE FOR 0.4 MILE TO A SIDE ROAD LEFT.
 QC0934'TURN LEFT THROUGH CATTLE GUARD AND GO 0.7 MILE TO FORK.  TAKE
 QC0934'LEFT FORK AND CONTINUE FOR 0.7 MILE TO FORK.  TAKE LEFT FORK AND
 QC0934'GO 1.1 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND FOLLOW THE
 QC0934'MAIN ROAD FOR 0.8 MILE TO A WIRE GATE INTO RANCH BUILDINGS
 QC0934'AND AZIMUTH MARK.  TURN RIGHT ON OLD ROAD AND GO 0.4 MILE
 QC0934'TO LARGE PINE TREE ON RIGHT EDGE OF ROAD.  LEAVE ROAD HERE AND
 QC0934'TURN LEFT AND FOLLOW CREST OF THE RIDGE TO EDGE OF TIMBER A
 QC0934'DISTANCE OF 0.2 MILE.  TURN LEFT AND FOLLOW EDGE OF TIMBER FOR
 QC0934'0.2 TO STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1015 ***********************************************************************
 OA1015  DESIGNATION -  BROOKINGS KURY RAD MAST
 OA1015  PID         -  OA1015
 OA1015  STATE/COUNTY-  OR/CURRY
 OA1015  USGS QUAD   -  BROOKINGS (1986)
 OA1015
 OA1015                         *CURRENT SURVEY CONTROL
 OA1015  ___________________________________________________________________
 OA1015* NAD 83(1991)-  42 04 31.15187(N)    124 18 56.96359(W)     ADJUSTED  
 OA1015* NAVD 88     -              **(meters)            **(feet)            
 OA1015  ___________________________________________________________________
 OA1015  LAPLACE CORR-          12.45  (seconds)                    DEFLEC99
 OA1015  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 OA1015  HORZ ORDER  -  THIRD
 OA1015
 OA1015.The horizontal coordinates were established by classical geodetic methods
 OA1015.and adjusted by the National Geodetic Survey in October 1991.
 OA1015
 OA1015
 OA1015.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1015
 OA1015.The geoid height was determined by GEOID03.
 OA1015
 OA1015;                    North         East     Units Scale Factor Converg.
 OA1015;SPC OR S     -    52,589.344 1,184,314.827   MT  1.00007493   -2 36 38.1
 OA1015;SPC OR S     -   172,537.22  3,885,547.33   iFT  1.00007493   -2 36 38.1
 OA1015;SPC CA 1     -   807,023.003 1,808,356.202   MT  1.00012953   -1 30 51.4
 OA1015;SPC CA 1     - 2,647,707.97  5,932,915.31   sFT  1.00012953   -1 30 51.4
 OA1015;UTM  10      - 4,658,976.577   391,154.260   MT  0.99974578   -0 52 54.6
 OA1015
 OA1015                          SUPERSEDED SURVEY CONTROL
 OA1015
 OA1015  NAD 83(1986)-  42 04 31.14319(N)    124 18 56.96813(W) AD(       ) 4
 OA1015  NAD 27      -  42 04 31.70532(N)    124 18 52.64941(W) AD(       ) 3
 OA1015
 OA1015.Superseded values are not recommended for survey control.
 OA1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1015.See file dsdata.txt to determine how the superseded data were derived.
 OA1015
 OA1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCM9115458977(NAD 83)
 OA1015
 OA1015  HISTORY     - Date     Condition        Report By
 OA1015  HISTORY     - 1978     MONUMENTED       NGS
 OA1015
 OA1015                          STATION DESCRIPTION
 OA1015
 OA1015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 OA1015'TO REACH THE STATION FROM THE BROOKINGS POST OFFICE, GO NORTH ON
 OA1015'CENTER STREET FOR 0.1 MILE TO U.S. HIGHWAY 101, TURN LEFT, AND
 OA1015'GO NORTH ON U.S. HIGHWAY 101 FOR 2.4 MILES TO A CROSSROAD, TURN
 OA1015'LEFT, AND GO SOUTH, AND WEST ON DAWSON ROAD FOR 0.2 MILE TO A
 OA1015'CROSSROAD, TURN LEFT, AND GO SOUTH ON BLUEBERRY ROAD FOR 0.05
 OA1015'MILE TO THE END OF THE ROAD, AND THE STATION.
 OA1015'
 OA1015'THE STATION IS A SINGLE COLUMN STEEL STRUCTURE, PAINTED ALTERNATELY
 OA1015'RED, AND WHITE HAVING AN OVER-ALL HEIGHT OF 300 FEET.  THE LIGHT AT
 OA1015'THE TOP, AND CENTER WAS THE POINT OBSERVED UPON.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0982 ***********************************************************************
 OA0982  DESIGNATION -  BROOKINGS NORTHEAST SMOKESTACK
 OA0982  PID         -  OA0982
 OA0982  STATE/COUNTY-  OR/CURRY
 OA0982  USGS QUAD   -  BROOKINGS (1986)
 OA0982
 OA0982                         *CURRENT SURVEY CONTROL
 OA0982  ___________________________________________________________________
 OA0982* NAD 83(1991)-  42 02 59.81394(N)    124 17 21.11265(W)     ADJUSTED  
 OA0982* NAVD 88     -              **(meters)            **(feet)            
 OA0982  ___________________________________________________________________
 OA0982  LAPLACE CORR-          10.93  (seconds)                    DEFLEC99
 OA0982  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 OA0982  HORZ ORDER  -  THIRD
 OA0982
 OA0982.The horizontal coordinates were established by classical geodetic methods
 OA0982.and adjusted by the National Geodetic Survey in October 1991.
 OA0982
 OA0982
 OA0982.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA0982
 OA0982.The geoid height was determined by GEOID03.
 OA0982
 OA0982;                    North         East     Units Scale Factor Converg.
 OA0982;SPC OR S     -    49,673.848 1,186,388.566   MT  1.00008337   -2 35 32.5
 OA0982;SPC OR S     -   162,971.94  3,892,350.94   iFT  1.00008337   -2 35 32.5
 OA0982;SPC CA 1     -   804,147.572 1,810,485.421   MT  1.00011998   -1 29 48.7
 OA0982;SPC CA 1     - 2,638,274.16  5,939,900.92   sFT  1.00011998   -1 29 48.7
 OA0982;UTM  10      - 4,656,125.929   393,314.285   MT  0.99974005   -0 51 48.8
 OA0982
 OA0982                          SUPERSEDED SURVEY CONTROL
 OA0982
 OA0982  NAD 83(1986)-  42 02 59.80366(N)    124 17 21.11693(W) AD(       ) 4
 OA0982  NAD 27      -  42 03 00.40000(N)    124 17 16.79000(W) AD(       ) 3
 OA0982
 OA0982.Superseded values are not recommended for survey control.
 OA0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0982.See file dsdata.txt to determine how the superseded data were derived.
 OA0982
 OA0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCM9331456126(NAD 83)
 OA0982
 OA0982  HISTORY     - Date     Condition        Report By
 OA0982  HISTORY     - 1924     MONUMENTED       CGS
 OA0982  HISTORY     - 1928     SEE DESCRIPTION  CGS
 OA0982  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OA0982  HISTORY     - 1935     SEE DESCRIPTION  CGS
 OA0982  HISTORY     - 19981112 MARK NOT FOUND   USPSQD
 OA0982
 OA0982                          STATION DESCRIPTION
 OA0982
 OA0982'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (FWH)
 OA0982'THIS STATION IS THE NE CHIMNEY OF CALIFORNIA AND OREGON LUMBER
 OA0982'COMPANY AT BROOKINGS.  INTERSECTED FROM TWO POINTS ONLY.
 OA0982
 OA0982                          STATION RECOVERY (1928)
 OA0982
 OA0982'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1928 (FGE)
 OA0982'STATION RECOVERED AS DESCRIBED.
 OA0982
 OA0982                          STATION RECOVERY (1934)
 OA0982
 OA0982'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (LAM)
 OA0982'THIS POINT, INTERSECTED FROM TWO DIRECTIONS ONLY, IS THE CENTER
 OA0982'OF THE NORTHERLY OF TWO STACKS STANDING OVER THE POWERHOUSE OF THE
 OA0982'CALIFORNIA AND OREGON LUMBER COMPANY MILL AT BROOKINGS.  THERE
 OA0982'WERE THREE STACKS IN 1924, BUT IN 1934 IT WAS REPORTED THAT THE
 OA0982'NORTHWESTERLY STACK HAD BEEN REMOVED, AND THAT THE STACK REFERRED
 OA0982'TO AS THE NE STACK WAS NOW THE NORTHERLY ONE.
 OA0982
 OA0982                          STATION RECOVERY (1935)
 OA0982
 OA0982'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (HGC)
 OA0982'STATION LOST.  CHIMNEY HAS BEEN DESTROYED AND THE STATION IS
 OA0982'DEFINITELY LOST.
 OA0982
 OA0982                          STATION RECOVERY (1998)
 OA0982
 OA0982'RECOVERY NOTE BY US POWER SQUADRON 1998
 OA0982'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0974 ***********************************************************************
 OA0974  DESIGNATION -  BROOKINGS STANDPIPE
 OA0974  PID         -  OA0974
 OA0974  STATE/COUNTY-  OR/CURRY
 OA0974  USGS QUAD   -  BROOKINGS (1986)
 OA0974
 OA0974                         *CURRENT SURVEY CONTROL
 OA0974  ___________________________________________________________________
 OA0974* NAD 83(1991)-  42 03 11.27498(N)    124 17 11.49056(W)     ADJUSTED  
 OA0974* NAVD 88     -              **(meters)            **(feet)            
 OA0974  ___________________________________________________________________
 OA0974  LAPLACE CORR-          10.99  (seconds)                    DEFLEC99
 OA0974  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 OA0974  HORZ ORDER  -  THIRD
 OA0974
 OA0974.The horizontal coordinates were established by classical geodetic methods
 OA0974.and adjusted by the National Geodetic Survey in October 1991.
 OA0974
 OA0974
 OA0974.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA0974
 OA0974.The geoid height was determined by GEOID03.
 OA0974
 OA0974;                    North         East     Units Scale Factor Converg.
 OA0974;SPC OR S     -    50,017.130 1,186,625.613   MT  1.00008230   -2 35 25.9
 OA0974;SPC OR S     -   164,098.20  3,893,128.65   iFT  1.00008230   -2 35 25.9
 OA0974;SPC CA 1     -   804,495.335 1,810,715.870   MT  1.00012117   -1 29 42.4
 OA0974;SPC CA 1     - 2,639,415.11  5,940,656.98   sFT  1.00012117   -1 29 42.4
 OA0974;UTM  10      - 4,656,476.085   393,540.790   MT  0.99973946   -0 51 42.6
 OA0974
 OA0974                          SUPERSEDED SURVEY CONTROL
 OA0974
 OA0974  NAD 83(1986)-  42 03 11.26538(N)    124 17 11.49626(W) AD(       ) 4
 OA0974  NAD 27      -  42 03 11.87000(N)    124 17 07.18200(W) AD(       ) 3
 OA0974
 OA0974.Superseded values are not recommended for survey control.
 OA0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0974.See file dsdata.txt to determine how the superseded data were derived.
 OA0974
 OA0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCM9354156476(NAD 83)
 OA0974
 OA0974  HISTORY     - Date     Condition        Report By
 OA0974  HISTORY     - 1924     MONUMENTED       CGS
 OA0974  HISTORY     - 1928     SEE DESCRIPTION  CGS
 OA0974  HISTORY     - 1932     SEE DESCRIPTION  CGS
 OA0974  HISTORY     - 1935     SEE DESCRIPTION  CGS
 OA0974  HISTORY     - 19981112 MARK NOT FOUND   USPSQD
 OA0974
 OA0974                          STATION DESCRIPTION
 OA0974
 OA0974'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (FWH)
 OA0974'THIS STATION IS THE CENTER OF GREEN WATER TANK AT BROOKINGS.  TANK
 OA0974'SETS ON TOP OF A SMALL CONICAL-SHAPED HILL, AT THE W END OF MAIN
 OA0974'STREET.
 OA0974
 OA0974                          STATION RECOVERY (1928)
 OA0974
 OA0974'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1928 (FGE)
 OA0974'STATION RECOVERED AS DESCRIBED.
 OA0974
 OA0974                          STATION RECOVERY (1932)
 OA0974
 OA0974'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (LAM)
 OA0974'STATION WAS THE CENTER OF A GREEN WATER TANK AT BROOKINGS, WHICH
 OA0974'SAT ON A SMALL CONICAL-SHAPED HILL NEAR THE W END OF MAIN
 OA0974'STREET.  THE TANK WAS MOVED ABOUT 1930 TO A POINT ABOUT 0.5 MILE
 OA0974'NE AND THE STATION IS THEREFORE LOST.
 OA0974
 OA0974                          STATION RECOVERY (1935)
 OA0974
 OA0974'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (HGC)
 OA0974'STATION LOST.  THIS TANK HAS BEEN DESTROYED AND NO OTHER TANK
 OA0974'PUT IN ITS PLACE.
 OA0974
 OA0974                          STATION RECOVERY (1998)
 OA0974
 OA0974'RECOVERY NOTE BY US POWER SQUADRON 1998
 OA0974'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2690 ***********************************************************************
 RD2690  DESIGNATION -  BROOKS AZ MK 3
 RD2690  PID         -  RD2690
 RD2690  STATE/COUNTY-  OR/MARION
 RD2690  USGS QUAD   -  GERVAIS (1985)
 RD2690
 RD2690                         *CURRENT SURVEY CONTROL
 RD2690  ___________________________________________________________________
 RD2690* NAD 83(1991)-  45 02 04.70308(N)    122 57 05.40735(W)     NO CHECK  
 RD2690* NAVD 88     -        53.8    (meters)     177.     (feet)  VERTCON   
 RD2690  ___________________________________________________________________
 RD2690  LAPLACE CORR-          -2.96  (seconds)                    DEFLEC99
 RD2690  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 RD2690  HORZ ORDER  -  THIRD
 RD2690
 RD2690.The horizontal coordinates were established by classical geodetic methods
 RD2690.and adjusted by the National Geodetic Survey in October 1991.
 RD2690.No horizontal observational check was made to the station.
 RD2690
 RD2690.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD2690.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD2690
 RD2690.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2690
 RD2690.The geoid height was determined by GEOID03.
 RD2690
 RD2690;                    North         East     Units Scale Factor Converg.
 RD2690;SPC OR N     -   154,941.148 2,306,872.804   MT  0.99989731   -1 44 18.9
 RD2690;SPC OR N     -   508,337.10  7,568,480.33   iFT  0.99989731   -1 44 18.9
 RD2690;UTM  10      - 4,986,799.592   503,820.077   MT  0.99960018   +0 02 03.5
 RD2690
 RD2690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2690!SPC OR N     -   0.99999516  x   0.99989731  =   0.99989247
 RD2690!UTM  10      -   0.99999516  x   0.99960018  =   0.99959534
 RD2690
 RD2690                          SUPERSEDED SURVEY CONTROL
 RD2690
 RD2690  NAD 83(1986)-  45 02 04.72635(N)    122 57 05.42087(W) AD(       ) 3
 RD2690  NAD 27      -  45 02 05.29516(N)    122 57 01.07766(W) AD(       ) 3
 RD2690  NGVD 29 (07/19/86)   52.8    (m)          173.     (f) VERT ANG    3  
 RD2690
 RD2690.Superseded values are not recommended for survey control.
 RD2690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2690.See file dsdata.txt to determine how the superseded data were derived.
 RD2690
 RD2690_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ0382086800(NAD 83)
 RD2690_MARKER: DZ = AZIMUTH MARK DISK
 RD2690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD2690_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RD2690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD2690+STABILITY: SURFACE MOTION
 RD2690
 RD2690  HISTORY     - Date     Condition        Report By
 RD2690  HISTORY     - 1977     MONUMENTED       NGS
 RD2690
 RD2690                          STATION DESCRIPTION
 RD2690
 RD2690'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 RD2690'THE AZIMUTH MARK, STAMPED BROOKS 1940 1963 RESET 1977, IS A STANDARD
 RD2690'DISK SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH, 250
 RD2690'FEET EAST OF A DWELLING, 25 FEET NORTH OF THE CENTER OF QUAIL
 RD2690'STREET NE, 1 FOOT WEST OF A POWER POLE, AND 1 FOOT NORTH OF A METAL
 RD2690'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2679 ***********************************************************************
 RD2679  DESIGNATION -  BROOKS AZ MK RESET
 RD2679  PID         -  RD2679
 RD2679  STATE/COUNTY-  OR/MARION
 RD2679  USGS QUAD   -  GERVAIS (1985)
 RD2679
 RD2679                         *CURRENT SURVEY CONTROL
 RD2679  ___________________________________________________________________
 RD2679* NAD 83(1991)-  45 02 04.70227(N)    122 57 05.40294(W)     ADJUSTED  
 RD2679* NAVD 88     -        54.     (meters)     177.     (feet)  VERTCON   
 RD2679  ___________________________________________________________________
 RD2679  LAPLACE CORR-          -2.96  (seconds)                    DEFLEC99
 RD2679  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 RD2679  HORZ ORDER  -  SECOND
 RD2679
 RD2679.The horizontal coordinates were established by classical geodetic methods
 RD2679.and adjusted by the National Geodetic Survey in October 1991.
 RD2679
 RD2679.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD2679.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD2679
 RD2679.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2679
 RD2679.The geoid height was determined by GEOID03.
 RD2679
 RD2679;                    North         East     Units Scale Factor Converg.
 RD2679;SPC OR N     -   154,941.120 2,306,872.900   MT  0.99989731   -1 44 18.9
 RD2679;SPC OR N     -   508,337.01  7,568,480.64   iFT  0.99989731   -1 44 18.9
 RD2679;UTM  10      - 4,986,799.567   503,820.174   MT  0.99960018   +0 02 03.5
 RD2679
 RD2679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2679!SPC OR N     -   0.99999513  x   0.99989731  =   0.99989244
 RD2679!UTM  10      -   0.99999513  x   0.99960018  =   0.99959531
 RD2679
 RD2679                          SUPERSEDED SURVEY CONTROL
 RD2679
 RD2679  NAD 83(1986)-  45 02 04.72563(N)    122 57 05.41644(W) AD(       ) 2
 RD2679  NAD 27      -  45 02 05.29486(N)    122 57 01.07281(W) AD(       ) 2
 RD2679  NGVD 29 (07/19/86)   53.     (m)          174.     (f) VERT ANG    3  
 RD2679
 RD2679.Superseded values are not recommended for survey control.
 RD2679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2679.See file dsdata.txt to determine how the superseded data were derived.
 RD2679
 RD2679_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ0382086800(NAD 83)
 RD2679
 RD2679  HISTORY     - Date     Condition        Report By
 RD2679  HISTORY     - 1963     MONUMENTED       CGS
 RD2679  HISTORY     - 19920815 GOOD             USPSQD
 RD2679
 RD2679                          STATION DESCRIPTION
 RD2679
 RD2679'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 RD2679'SEE STATION BROOKS
 RD2679
 RD2679                          STATION RECOVERY (1992)
 RD2679
 RD2679'RECOVERY NOTE BY US POWER SQUADRON 1992 (RWB)
 RD2679'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2670 ***********************************************************************
 RD2670  DESIGNATION -  BROOKS RESET
 RD2670  PID         -  RD2670
 RD2670  STATE/COUNTY-  OR/MARION
 RD2670  USGS QUAD   -  GERVAIS (1985)
 RD2670
 RD2670                         *CURRENT SURVEY CONTROL
 RD2670  ___________________________________________________________________
 RD2670* NAD 83(1991)-  45 02 17.91676(N)    122 57 46.47828(W)     ADJUSTED  
 RD2670* NAVD 88     -        56.4    (meters)     185.     (feet)  VERTCON   
 RD2670  ___________________________________________________________________
 RD2670  LAPLACE CORR-          -3.18  (seconds)                    DEFLEC99
 RD2670  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 RD2670  HORZ ORDER  -  SECOND
 RD2670
 RD2670.The horizontal coordinates were established by classical geodetic methods
 RD2670.and adjusted by the National Geodetic Survey in October 1991.
 RD2670
 RD2670.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD2670.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD2670
 RD2670.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2670
 RD2670.The geoid height was determined by GEOID03.
 RD2670
 RD2670;                    North         East     Units Scale Factor Converg.
 RD2670;SPC OR N     -   155,376.160 2,305,986.755   MT  0.99989716   -1 44 48.0
 RD2670;SPC OR N     -   509,764.30  7,565,573.34   iFT  0.99989716   -1 44 48.0
 RD2670;UTM  10      - 4,987,206.862   502,921.261   MT  0.99960010   +0 01 34.5
 RD2670
 RD2670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2670!SPC OR N     -   0.99999475  x   0.99989716  =   0.99989191
 RD2670!UTM  10      -   0.99999475  x   0.99960010  =   0.99959485
 RD2670
 RD2670:                Primary Azimuth Mark                     Grid Az
 RD2670:SPC OR N     -  BROOKS AZ MK RESET                       116 08 53.0
 RD2670:UTM  10      -  BROOKS AZ MK RESET                       114 22 30.5
 RD2670
 RD2670|---------------------------------------------------------------------|
 RD2670| PID    Reference Object                     Distance      Geod. Az  |
 RD2670|                                                           dddmmss.s |
 RD2670| RD2679 BROOKS AZ MK RESET                  APPROX. 1.0 KM 1142405.0 |
 RD2670| RD2690 BROOKS AZ MK 3                      APPROX. 1.0 KM 1142408.6 |
 RD2670| CE2342 BROOKS AZ MK                                       1395006.6 |
 RD2670| RD2680 BROOKS RM 4                          29.853 METERS 20053     |
 RD2670| CE2343 BROOKS RM 1                          27.616 METERS 25630     |
 RD2670| CE2345 BROOKS RM 3                          27.551 METERS 25722     |
 RD2670| CE2346 BROOKS RM 5                          23.518 METERS 26825     |
 RD2670| CE2344 BROOKS RM 2                          20.429 METERS 32356     |
 RD2670| CE2347 BROOKS RM 6                          24.643 METERS 34047     |
 RD2670|---------------------------------------------------------------------|
 RD2670
 RD2670                          SUPERSEDED SURVEY CONTROL
 RD2670
 RD2670  NAD 83(1986)-  45 02 17.94002(N)    122 57 46.49180(W) AD(       ) 2
 RD2670  NAD 27      -  45 02 18.50982(N)    122 57 42.14677(W) AD(       ) 2
 RD2670  NGVD 29 (07/19/86)   55.4    (m)          182.     (f) VERT ANG    3  
 RD2670
 RD2670.Superseded values are not recommended for survey control.
 RD2670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2670.See file dsdata.txt to determine how the superseded data were derived.
 RD2670
 RD2670_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ0292187207(NAD 83)
 RD2670_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RD2670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD2670
 RD2670  HISTORY     - Date     Condition        Report By
 RD2670  HISTORY     - 1940     MONUMENTED       CGS
 RD2670  HISTORY     - 1963     SEE DESCRIPTION  CGS
 RD2670  HISTORY     - 1972     SEE DESCRIPTION  NGS
 RD2670  HISTORY     - 1977     SEE DESCRIPTION  NGS
 RD2670
 RD2670                          STATION DESCRIPTION
 RD2670
 RD2670'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 RD2670'STATION IS ABOUT 0.7 MILE SOUTHWEST OF BROOKS, 7 MILES NORTHEAST
 RD2670'OF SALEM, AND 300 FEET NORTH OF A LARGE WHITE BUILDING LETTERED
 RD2670'LABISH CELERY GROWERS ASSN.  IT IS 35.5 FEET SOUTH OF CENTERLINE
 RD2670'OF U.S. HIGHWAY 99E, 200 FEET NORTH OF T-ROAD INTERSECTION, AND
 RD2670'5.8 FEET WEST OF WHITE WITNESS POST.  STATION MARK IS A STANDARD
 RD2670'DISK, PROJECTS 4 INCHES, AND IS STAMPED BROOKS 1940.  NOTES 1A
 RD2670'AND 7A.
 RD2670'
 RD2670'REFERENCE MARK NO.1 IS A STANDARD DISK, 26.5 FEET NORTH OF
 RD2670'CENTERLINE OF U.S. HIGHWAY 99E, AND 2 FEET SOUTH OF FENCE LINE IN
 RD2670'POLE LINE.  DISK IS STAMPED BROOKS NO 1 1940, PROJECTS 3 INCHES,
 RD2670'AND IS ABOUT 2 FEET LOWER THAN STATION MARK.  NOTE 11A.
 RD2670'
 RD2670'REFERENCE MARK NO.2 IS A STANDARD DISK, 27 FEET NORTH OF CENTERLINE
 RD2670'OF U.S. HIGHWAY 99E, 33 FEET WEST OF FENCE CORNER, AND 1.3 FEET
 RD2670'SOUTH OF FENCE LINE IN POLE LINE.  DISK IS STAMPED BROOKS NO 2
 RD2670'1940, PROJECTS 3 INCHES, AND IS ABOUT 2 FEET LOWER THAN STATION
 RD2670'MARK.  NOTE 11A.
 RD2670'
 RD2670'AZIMUTH MARK IS A STANDARD DISK WHICH PROJECTS 6 INCHES, ABOUT 3/4
 RD2670'MILE SOUTHEAST OF STATION, 11 FEET SOUTHWEST OF ROAD LEADING INTO
 RD2670'FARMYARD, 17 FEET NORTHWEST OF GRAVEL ROAD, 4.5 FEET SOUTHEAST OF
 RD2670'WHITE WITNESS POST, 3.2 FEET NORTH OF FENCE CORNER, AND 2 FEET
 RD2670'NORTHEAST OF FENCE LINE.  DISK IS STAMPED BROOKS 1940.  NOTE 11A.
 RD2670'
 RD2670'TO REACH THE STATION FROM MAIN CROSSROADS IN BROOKS, GO SOUTH
 RD2670'ALONG U.S. HIGHWAY 99E FOR 0.7 MILE TO STATION ON LEFT (SOUTH).
 RD2670'
 RD2670'TO REACH AZIMUTH MARK FROM STATION, CONTINUE SOUTH ALONG
 RD2670'U.S. HIGHWAY 99E FOR 200 FEET TO GRAVEL ROAD LEADING LEFT (EAST),
 RD2670'TAKE THIS ROAD 0.65 MILE, TURN RIGHT (SOUTH) AND FOLLOW GRAVEL ROAD
 RD2670'0.35 MILE TO T ROAD AND MARK ON RIGHT.
 RD2670
 RD2670                          STATION RECOVERY (1963)
 RD2670
 RD2670'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FN)
 RD2670'REFERENCE MARK NO. 2 WAS RECOVERED IN GOOD CONDITION.  THE SURFACE
 RD2670'STATION MARK WAS FOUND UNEARTHED.  REFERENCE MARK NO. 1 WAS FOUND
 RD2670'UNEARTHED AND THE AZIMUTH MARK HAD BEEN DESTROYED.  THE UNDERGROUND
 RD2670'MARK WAS RECOVERED AND APPEARED TO BE IN GOOD CONDITION.  ANOTHER
 RD2670'SURFACE MARK WAS PLUMBED OVER THE UNDERGROUND MARK, REFERENCE
 RD2670'MARK NO. 3 AND A NEW AZIMUTH MARK WAS ESTABLISHED.  A NEW
 RD2670'DESCRIPTION FOLLOWS.
 RD2670'
 RD2670'THE STATION IS 1 MILE SOUTH-SOUTHEAST OF BROOKS, ON LAND OWNED BY
 RD2670'MR. ALLEN HAHN.
 RD2670'
 RD2670'TO REACH THE STATION FROM THE POST OFFICE IN BROOKS GO EAST ON
 RD2670'THE MACADAM ROAD FOR 0.25 MILE TO U.S. HIGHWAY 99E, TURN RIGHT AND
 RD2670'GO SOUTH ON U.S. HIGHWAY 99E FOR 0.75 MILE TO THE STATION MARK ON
 RD2670'THE LEFT AND THE REFERENCE MARKS ON THE RIGHT.
 RD2670'
 RD2670'THE STATION MARK, STAMPED BROOKS 1940 1963, IS A STANDARD DISK SET
 RD2670'IN AN IRREGULAR MASS OF CONCRETE THAT IS 14 INCHES BELOW THE
 RD2670'SURFACE OF THE GROUND.  IT IS 36 FEET EAST OF THE CENTER OF
 RD2670'U.S. HIGHWAY 99E, 28 FEET NORTHEAST OF TELEPHONE POLE NO. 13 AND
 RD2670'6 FEET EAST OF A METAL WITNESS POST.  (NOTE 1C AND 7A)
 RD2670'
 RD2670'REFERENCE MARK NO. 2, STAMPED BROOKS NO 2 1940 1963, IS A
 RD2670'STANDARD DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 RD2670'THAT PROJECTS 3 INCHES.  IT IS 61.5 FEET NORTHWEST OF THE WITNESS
 RD2670'POST, 34 FEET SOUTH OF POWER POLE NO. 157 AND 27 FEET WEST OF
 RD2670'THE CENTER OF U.S. HIGHWAY 99E.  (NOTE 11A)
 RD2670'
 RD2670'REFERENCE MARK NO. 3, STAMPED BROOKS NO 3 1940 1963, IS A
 RD2670'STANDARD DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 RD2670'MONUMENT THAT PROJECTS 1 INCH.  IT IS 100 FEET NORTH OF THE CENTER
 RD2670'OF A DRIVEWAY, 85 FEET SOUTHWEST OF THE WITNESS POST AND 27 FEET
 RD2670'WEST OF THE CENTER OF U.S. HIGHWAY 99E.  (NOTE 11A)
 RD2670'
 RD2670'DISTANCE BETWEEN R.M. NO. 2 AND R.M. NO. 3 IS 88.25 FEET.
 RD2670'
 RD2670'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON
 RD2670'U.S. HIGHWAY 99E FOR ABOUT 200 FEET TO A SIDE ROAD LEFT, TURN LEFT
 RD2670'AND GO EAST ON THE MACADAM ROAD FOR 0.6 MILE TO THE AZIMUTH MARK
 RD2670'ON THE LEFT.
 RD2670'
 RD2670'THE AZIMUTH MARK, STAMPED BROOKS 1940 1963 RESET 1963, IS A
 RD2670'STANDARD DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 RD2670'THAT PROJECTS 1 INCH.  IT IS 38 FEET WEST OF THE CENTER OF 54TH
 RD2670'AVENUE N.E., 27 FEET NORTH OF THE CENTER OF RED BUD DRIVE
 RD2670'N.E., 3 FEET WEST OF POWER POLE NO. 2057 AND 1 FOOT SOUTH OF A
 RD2670'METAL WITNESS POST.
 RD2670
 RD2670                          STATION RECOVERY (1972)
 RD2670
 RD2670'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LDF)
 RD2670'STATION MARK AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN
 RD2670'GOOD CONDITION.  REFERENCE MARKS 2 AND 3 APPEARS TO HAVE BEEN
 RD2670'HIT BY MOWING EQUIPMENT.  A DIFFERENCE IN DISTANCE TO BOTH
 RD2670'REFERENCE MARKS WAS NOTED AND CHECKED IN THE FIELD.  A DIFFERENCE
 RD2670'OF 0.005 METERS TO REFERENCE MARK 2, 0.044 METERS TO REFERENCE
 RD2670'MARK 3 AND 0.090 METERS BETWEEN THE REFERENCE MARKS.  A
 RD2670'DIFFERENCE IN DIRECTION OF 1 DEGREE AND 10 MINUTES WAS NOTED
 RD2670'BETWEEN THE REFERENCE MARKS.  THE OLD STATION WAS LOCATED
 RD2670'BELOW POWERLINES AND COULD NOT BE USED.  REFERENCE MARK 4 WAS
 RD2670'ESTABLISHED AND OCCUPIED.  FOLLOWING IS A NEW AND
 RD2670'COMPLETE DESCRIPTION--
 RD2670'
 RD2670'STATION IS LOCATED ABOUT 8.0 MILES NORTHEAST OF SALEM, 1.0 MILE
 RD2670'EAST OF INTERSTATE HIGHWAY 5, 0.7 MILE SOUTHWEST OF BROOKS, ON
 RD2670'PROPERTY OWNED BY THE SUNSET PACKING COMPANY, 3985 PORTLAND ROAD,
 RD2670'SALEM, OREGON AND LEASED BY MR. TERENTY SELEDKOW, 344 BROWN
 RD2670'STREET, WOODBURN, OREGON PHONE NO. 982-9584, AND IS IN THE
 RD2670'NORTHWEST 1/4 OF SECTION 20, R 2 W, T 6 S.
 RD2670'
 RD2670'TO REACH THE STATION FROM THE POST OFFICE IN BROOKS, GO SOUTHEAST
 RD2670'ON BROOKLAKE STREET FOR 0.05 MILE TO U.S. HIGHWAY 99E.  TURN RIGHT
 RD2670'AND GO SOUTHWEST ON U.S. HIGHWAY 99E FOR 0.7 MILE TO QUAIL STREET
 RD2670'NE AND THE STATION IN THE NORTHEAST QUADRANT.  TO REACH THE
 RD2670'AZIMUTH MARK FROM THE STATION, GO SOUTHEAST ON QUAIL STREET NE FOR
 RD2670'0.6 MILE TO THE MARK ON THE LEFT.
 RD2670'
 RD2670'STATION MARK IS A STANDARD DISK, STAMPED BROOKS 1940 1963, SET IN
 RD2670'THE TOP OF AN IRREGULAR MASS OF CONCRETE WHICH IS ABOUT 12 INCHES
 RD2670'BELOW THE GROUND SURFACE.  IT IS 36.0 FEET SOUTHEAST OF THE
 RD2670'APPROXIMATE CENTER OF U.S. HIGHWAY 99E, 29.0 FEET NORTH-NORTHEAST
 RD2670'OF A POWERLINE POLE AND METAL WITNESS POST AND 7.5 FEET EAST OF A
 RD2670'METAL WITNESS POST.
 RD2670'
 RD2670'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BROOKS NO 2 1940
 RD2670'1963, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 RD2670'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 30.5
 RD2670'FEET SOUTHWEST OF POWERLINE POLE NO. 40, 26.5 FEET NORTHWEST OF
 RD2670'THE APPROXIMATE CENTER OF THE HIGHWAY, 4.0 FEET SOUTHEAST OF A
 RD2670'HEDGE ROW AND IS ON HIGHWAY RIGHT-OF-WAY PROPERTY.
 RD2670'
 RD2670'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED BROOKS NO 3 1940
 RD2670'1963, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 RD2670'IS FLUSH WITH THE GROUND SURFACE.  IT IS 99.0 FEET NORTHEAST OF A
 RD2670'DRIVEWAY, 27.0 FEET NORTHWEST OF THE APPROXIMATE CENTER OF THE
 RD2670'HIGHWAY, 4.0 FEET SOUTHEAST OF THE HEDGE ROW AND IS ON HIGHWAY
 RD2670'RIGHT-OF-WAY PROPERTY.
 RD2670'
 RD2670'BROOKS RM 4 IS A STANDARD REFERENCE MARK DISK, STAMPED BROOKS 1940
 RD2670'NO 4 1972, SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT
 RD2670'12 INCHES BELOW THE GROUND SURFACE.  IT IS 98.0 FEET SOUTH OF THE
 RD2670'POWERLINE POLE AND WITNESS POST, 88.0 FEET NORTHEAST OF THE
 RD2670'APPROXIMATE CENTER OF QUAIL STREET NE AND 57.0 FEET SOUTHEAST OF
 RD2670'THE APPROXIMATE CENTER OF THE HIGHWAY.
 RD2670'
 RD2670'AZIMUTH MARK IS A STANDARD DISK, STAMPED BROOKS 1940 1963 RESET
 RD2670'1963, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS
 RD2670'FLUSH WITH THE GROUND SURFACE.  IT IS 33.0 FEET WEST OF THE
 RD2670'APPROXIMATE CENTER OF A FIELD ROAD, 25.0 FEET NORTH OF THE
 RD2670'APPROXIMATE CENTER OF QUAIL STREET NE, 1.5 FEET SOUTH OF A METAL
 RD2670'WITNESS POST AND 1.5 FEET WEST OF A POWERLINE POLE.
 RD2670'
 RD2670'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RD2670'0.7 MILE SOUTHWEST OF BROOKS.
 RD2670
 RD2670                          STATION RECOVERY (1977)
 RD2670
 RD2670'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 RD2670'THE STATION MARK WAS FOUND IN GOOD CONDITION.  REFERENCE MARK
 RD2670'NO. 2, AND REFERENCE MARK NO. 3 HAD BEEN DESTROYED.  THE AZIMUTH
 RD2670'MARK WAS FOUND UNEARTHED.  USING THE ORIGINAL MATERIAL THE
 RD2670'AZIMUTH MARK WAS RE-ESTABLISHED, AND RE-STAMPED.  REFERENCE MARK
 RD2670'NO. 5, AND REFERENCE MARK NO. 6 WERE ESTABLISHED.  REFERENCE MARK
 RD2670'NO. 4 IS IN A CULTIVATED FIELD THAT IS IN CROP, AND NO EFFORT
 RD2670'WAS MADE TO UNCOVER THE MONUMENT AT THIS TIME.  A NEW AND
 RD2670'COMPLETE DESCRIPTION FOLLOWS.
 RD2670'
 RD2670'TO REACH THE STATION FROM THE BROOKS POST OFFICE GO EAST ON
 RD2670'BROOKLAKE ROAD NE FOR 0.05 MILE TO U.S. HIGHWAY 99E, TURN RIGHT,
 RD2670'AND GO SOUTHWEST ON U.S. HIGHWAY 99E FOR 0.7 MILE TO THE STATION
 RD2670'ON THE LEFT.
 RD2670'
 RD2670'THE STATION MARK, STAMPED BROOKS 1940 1963, IS A STANDARD DISK
 RD2670'SET IN AN IRREGULAR MASS OF CONCRETE THAT IS 12-INCHES BELOW THE
 RD2670'SURFACE, 189 FEET NORTH OF QUAIL STREET NE, 36 FEET EAST OF THE
 RD2670'CENTER OF U.S. HIGHWAY 99E, 28 FEET NORTHEAST OF A TELEPHONE POLE,
 RD2670'7 FEET EAST OF A METAL WITNESS POST, AND IN THE CENTER OF THE
 RD2670'FIELD ROAD.  (NOTE 1C AND 7A)
 RD2670'
 RD2670'REFERENCE MARK NO. 5, STAMPED BROOKS 1940 NO 5 1977, IS A STANDARD
 RD2670'DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH, 117
 RD2670'FEET NORTH OF THE CENTER OF A DRIVEWAY, 98 FEET SOUTH OF A POWER
 RD2670'POLE, AND 28 FEET WEST OF THE CENTER OF THE HIGHWAY.  (NOTE 11A)
 RD2670'
 RD2670'REFERENCE MARK NO. 6, STAMPED BROOKS 1940 NO 6 1977, IS A
 RD2670'STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT IS
 RD2670'FLUSH, 46.5 FEET SOUTH OF THE SOUTH END OF A BRICK WALL, 29 FEET
 RD2670'WEST OF THE CENTER OF THE HIGHWAY, AND 5 FEET SOUTH OF A POWER
 RD2670'POLE.  (NOTE 11A)
 RD2670'
 RD2670'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTHEAST ON QUAIL
 RD2670'STREET NE FOR 0.6 MILE TO WHERE THE MACADAM ROAD MAKES A RIGHT
 RD2670'ANGLE TURN TO THE SOUTH, AND THE AZIMUTH MARK ON THE LEFT.
 RD2670'
 RD2670'THE AZIMUTH MARK, STAMPED BROOKS 1940 1963 RESET 1977, IS A
 RD2670'STANDARD DISK SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT IS
 RD2670'FLUSH, 250 FEET EAST OF A DWELLING, 25 FEET NORTH OF THE CENTER OF
 RD2670'QUAIL STREET NE, 1 FOOT WEST OF A POWER POLE, AND 1 FOOT NORTH
 RD2670'OF A METAL WITNESS POST.  (NOTE 16A)
 RD2670'
 RD2670'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RD2670'0.7 MILE SOUTHWEST OF BROOKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2680 ***********************************************************************
 RD2680  DESIGNATION -  BROOKS RM 4
 RD2680  PID         -  RD2680
 RD2680  STATE/COUNTY-  OR/MARION
 RD2680  USGS QUAD   -  GERVAIS (1985)
 RD2680
 RD2680                         *CURRENT SURVEY CONTROL
 RD2680  ___________________________________________________________________
 RD2680* NAD 83(1991)-  45 02 17.01327(N)    122 57 46.96461(W)     ADJUSTED  
 RD2680* NAVD 88     -        56.2    (meters)     184.     (feet)  VERTCON   
 RD2680  ___________________________________________________________________
 RD2680  LAPLACE CORR-          -3.19  (seconds)                    DEFLEC99
 RD2680  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 RD2680  HORZ ORDER  -  FIRST
 RD2680
 RD2680.The horizontal coordinates were established by classical geodetic methods
 RD2680.and adjusted by the National Geodetic Survey in October 1991.
 RD2680
 RD2680.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD2680.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD2680
 RD2680.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2680
 RD2680.The geoid height was determined by GEOID03.
 RD2680
 RD2680;                    North         East     Units Scale Factor Converg.
 RD2680;SPC OR N     -   155,348.609 2,305,975.266   MT  0.99989717   -1 44 48.3
 RD2680;SPC OR N     -   509,673.91  7,565,535.65   iFT  0.99989717   -1 44 48.3
 RD2680;UTM  10      - 4,987,178.978   502,910.633   MT  0.99960010   +0 01 34.1
 RD2680
 RD2680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2680!SPC OR N     -   0.99999478  x   0.99989717  =   0.99989195
 RD2680!UTM  10      -   0.99999478  x   0.99960010  =   0.99959488
 RD2680
 RD2680|---------------------------------------------------------------------|
 RD2680| PID    Reference Object                     Distance      Geod. Az  |
 RD2680|                                                           dddmmss.s |
 RD2680| RD2670 BROOKS RESET                         29.853 METERS 02053     |
 RD2680| RD2679 BROOKS AZ MK RESET                  APPROX. 1.0 KM 1124009.7 |
 RD2680| CE2345 BROOKS RM 3                          27.237 METERS 32324     |
 RD2680| CE2344 BROOKS RM 2                          44.440 METERS 35813     |
 RD2680|---------------------------------------------------------------------|
 RD2680
 RD2680                          SUPERSEDED SURVEY CONTROL
 RD2680
 RD2680  NAD 83(1986)-  45 02 17.03674(N)    122 57 46.97802(W) AD(       ) 1
 RD2680  NAD 27      -  45 02 17.60633(N)    122 57 42.63311(W) AD(       ) 1
 RD2680  NGVD 29 (07/19/86)   55.2    (m)          181.     (f) VERT ANG    3  
 RD2680
 RD2680.Superseded values are not recommended for survey control.
 RD2680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2680.See file dsdata.txt to determine how the superseded data were derived.
 RD2680
 RD2680_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ0291187179(NAD 83)
 RD2680_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RD2680_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 RD2680
 RD2680  HISTORY     - Date     Condition        Report By
 RD2680  HISTORY     - 1972     MONUMENTED       NGS
 RD2680
 RD2680                          STATION DESCRIPTION
 RD2680
 RD2680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LDF)
 RD2680'THE STATION IS LOCATED ABOUT 8 MILES NORTHEAST OF SALEM, 1 MILE
 RD2680'EAST OF INTERSTATE 5 AND 0.7 MILE SOUTHWEST OF BROOKS.  IT IS ON
 RD2680'PROPERTY OWNED BY SUNSET PACKING COMPANY, 3985 PORTLAND ROAD,
 RD2680'SALEM, OREGON AND LEASED BY MR. TERENTY SELEDKOW, 344 BROWN
 RD2680'STREET, WOODBURN, OREGON.  PHONE NO. 982-9584, AND IS IN THE
 RD2680'NORTHWEST 1/4 OF SECTION 20, R-2-W, T-6-S.
 RD2680'
 RD2680'TO REACH THE STATION FROM THE POST OFFICE IN BROOKS, GO SOUTHEAST
 RD2680'ON BROOKLAKE STREET FOR 0.05 MILE TO THE JUNCTION OF U.S. 99E.  TURN
 RD2680'RIGHT AND GO SOUTHWEST ON U.S. 99E FOR 0.7 MILE TO QUAIL STREET
 RD2680'NE AND THE STATION IN THE NORTHEAST QUADRANT OF THE INTERSECTION.
 RD2680'
 RD2680'REFERENCE MARK 4, A STANDARD DISK STAMPED BROOKS 1940 NO 4 1972,
 RD2680'IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE WHICH IS ABOUT
 RD2680'12 INCHES BELOW THE GROUND SURFACE.  IT IS 98 FEET SOUTH OF THE
 RD2680'POWERLINE POLE AND METAL WITNESS POST, 88 FEET NORTHEAST OF THE
 RD2680'APPROXIMATE CENTER OF QUAIL STREET NE AND 57 FEET SOUTHEAST OF
 RD2680'THE APPROXIMATE CENTER OF U.S. 99E.
 RD2680'
 RD2680'THE STATION MARK, A STANDARD DISK STAMPED BROOKS 1940 1963, IS
 RD2680'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE WHICH IS ABOUT 12
 RD2680'INCHES BELOW THE GROUND SURFACE.  IT IS 36 FEET SOUTHEAST OF THE
 RD2680'APPROXIMATE CENTER OF U.S. 99E, 29 FEET NORTHEAST OF A POWERLINE
 RD2680'POLE AND METAL WITNESS POST AND 7.5 FEET EAST OF A METAL WITNESS
 RD2680'POST.
 RD2680'
 RD2680'REFERENCE MARK 2, A STANDARD DISK STAMPED BROOKS NO 2 1940 1963,
 RD2680'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 RD2680'PROJECTS 4 INCHES.  IT IS 30.5 FEET SOUTHWEST OF A POWERLINE POLE
 RD2680'(NO. 40), 26.5 FEET NORTHWEST OF THE APPROXIMATE CENTER OF
 RD2680'U.S. 99E AND 4 FEET SOUTHEAST OF A HEDGE ROW.  THE MARK IS ON
 RD2680'HIGHWAY RIGHT-OF-WAY PROPERTY.
 RD2680'
 RD2680'REFERENCE MARK 3, A STANDARD DISK STAMPED BROOKS NO 3 1940 1963,
 RD2680'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS
 RD2680'FLUSH WITH THE GROUND SURFACE.  IT IS 99 FEET NORTHEAST OF A
 RD2680'DRIVEWAY, 27 FEET NORTHWEST OF THE APPROXIMATE CENTER OF
 RD2680'U.S. 99E AND 4 FEET SOUTHEAST OF THE HEDGE ROW.  THE MARK IS ON
 RD2680'HIGHWAY RIGHT-OF-WAY PROPERTY.
 RD2680'
 RD2680'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST ON
 RD2680'QUAIL STREET NE FOR 0.6 MILE TO THE MARK ON THE LEFT.
 RD2680'
 RD2680'THE AZIMUTH MARK, A STANDARD DISK STAMPED BROOKS 1940 1963 RESET
 RD2680'1963, IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 RD2680'IS FLUSH WITH THE GROUND SURFACE.  IT IS 33 WEST OF THE
 RD2680'APPROXIMATE CENTER OF A FIELD ROAD, 25 FEET NORTH OF THE
 RD2680'APPROXIMATE CENTER OF QUAIL STREET NE, 1.5 FEET SOUTH OF A METAL
 RD2680'WITNESS POST AND 1.5 FEET WEST OF A UTILITY POLE.
 RD2680'
 RD2680'HEIGHT OF LIGHT ABOVE STATION MARK 34.9 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1206 ***********************************************************************
 NZ1206  DESIGNATION -  BROOKSIDE
 NZ1206  PID         -  NZ1206
 NZ1206  STATE/COUNTY-  OR/JOSEPHINE
 NZ1206  USGS QUAD   -  SEXTON MOUNTAIN (1996)
 NZ1206
 NZ1206                         *CURRENT SURVEY CONTROL
 NZ1206  ___________________________________________________________________
 NZ1206* NAD 83(1991)-  42 30 06.98856(N)    123 22 25.06171(W)     ADJUSTED  
 NZ1206* NAVD 88     -       348.9    (meters)    1145.     (feet)  VERTCON   
 NZ1206  ___________________________________________________________________
 NZ1206  LAPLACE CORR-           5.27  (seconds)                    DEFLEC99
 NZ1206  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 NZ1206  HORZ ORDER  -  THIRD
 NZ1206
 NZ1206.The horizontal coordinates were established by classical geodetic methods
 NZ1206.and adjusted by the National Geodetic Survey in October 1991.
 NZ1206
 NZ1206.The NAVD 88 height was computed by applying the VERTCON shift value to
 NZ1206.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NZ1206
 NZ1206.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ1206
 NZ1206.The geoid height was determined by GEOID03.
 NZ1206
 NZ1206;                    North         East     Units Scale Factor Converg.
 NZ1206;SPC OR S     -    96,837.384 1,263,853.271   MT  0.99996180   -1 57 57.5
 NZ1206;SPC OR S     -   317,707.95  4,146,500.23   iFT  0.99996180   -1 57 57.5
 NZ1206;UTM  10      - 4,705,576.260   469,301.342   MT  0.99961159   -0 15 08.8
 NZ1206
 NZ1206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NZ1206!SPC OR S     -   0.99994910  x   0.99996180  =   0.99991090
 NZ1206!UTM  10      -   0.99994910  x   0.99961159  =   0.99956070
 NZ1206
 NZ1206:                Primary Azimuth Mark                     Grid Az
 NZ1206:SPC OR S     -  SEXTON MOUNTAIN LOOKOUT TOWER            005 23 02.4
 NZ1206:UTM  10      -  SEXTON MOUNTAIN LOOKOUT TOWER            003 40 13.7
 NZ1206
 NZ1206|---------------------------------------------------------------------|
 NZ1206| PID    Reference Object                     Distance      Geod. Az  |
 NZ1206|                                                           dddmmss.s |
 NZ1206| NZ1207 SEXTON MOUNTAIN LOOKOUT TOWER       APPROX.10.9 KM 0032504.9 |
 NZ1206| NZ1209 SEXTON MOUNTAIN BEACON 36           APPROX.10.9 KM 0033011.1 |
 NZ1206| CD9120 BROOKSIDE RM 3                       19.630 METERS 09541     |
 NZ1206| CD9121 BROOKSIDE RM 4                       18.532 METERS 17130     |
 NZ1206| CD9118 BROOKSIDE RM 1                        5.649 METERS 21850     |
 NZ1206| CD9119 BROOKSIDE RM 2                        6.599 METERS 29044     |
 NZ1206|---------------------------------------------------------------------|
 NZ1206
 NZ1206                          SUPERSEDED SURVEY CONTROL
 NZ1206
 NZ1206  NAD 83(1986)-  42 30 06.97619(N)    123 22 25.07682(W) AD(       ) 3
 NZ1206  NAD 27      -  42 30 07.55100(N)    123 22 20.86100(W) AD(       ) 3
 NZ1206  NGVD 29 (07/19/86)  347.9    (m)         1141.     (f) VERT ANG    3  
 NZ1206
 NZ1206.Superseded values are not recommended for survey control.
 NZ1206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1206.See file dsdata.txt to determine how the superseded data were derived.
 NZ1206
 NZ1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN6930105576(NAD 83)
 NZ1206_MARKER: DD = SURVEY DISK
 NZ1206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ1206_STAMPING: BROOKSIDE 1940
 NZ1206_MARK LOGO: ORHD  
 NZ1206_MAGNETIC: N = NO MAGNETIC MATERIAL
 NZ1206_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ1206_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NZ1206+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2006
 NZ1206
 NZ1206  HISTORY     - Date     Condition        Report By
 NZ1206  HISTORY     - 1943     MONUMENTED       ORHD
 NZ1206  HISTORY     - 1963     SEE DESCRIPTION  CGS
 NZ1206  HISTORY     - 1973     SEE DESCRIPTION  NGS
 NZ1206  HISTORY     - 19730621 GOOD             NGS
 NZ1206  HISTORY     - 20060621 GOOD             GEOCAC
 NZ1206
 NZ1206                          STATION DESCRIPTION
 NZ1206
 NZ1206'DESCRIBED BY OREGON HIGHWAY DEPARTMENT 1943
 NZ1206'STATION IS LOCATED 5.8 MILES N OF GRANTS PASS BY AIR LINE, AT THE
 NZ1206'NE CORNER OF A BRUSHY FIELD, 0.5 MILE N OF THE MERLIN-GALICE ROAD,
 NZ1206'AND 80 FEET S OF THE CENTER LINE OF A GRAVEL ROAD LEADING W,
 NZ1206'BROOKSIDE BOULEVARD.  IT IS 32.5 FEET W OF THE CENTER LINE OF
 NZ1206'U.S. HIGHWAY 99 AND IS IN LINE WITH ROW OF TELEPHONE POLES.
 NZ1206'
 NZ1206'STATION MARK IS AN OREGON STATE HIGHWAY DEPARTMENT BRONZE DISK
 NZ1206'SET IN TOP OF A SQUARE 12-INCH CONCRETE POST PROJECTING 5 INCHES,
 NZ1206'STAMPED BROOKSIDE 1940.
 NZ1206'
 NZ1206'REFERENCE MARK 1 IS SW OF THE STATION.  IT IS A BRONZE REFERENCE
 NZ1206'DISK SET IN TOP OF A ROUND CONCRETE POST FLUSH WITH THE
 NZ1206'GROUND.  STAMPED BROOKSIDE NO 1 1943.
 NZ1206'
 NZ1206'REFERENCE MARK 2 IS NW OF THE STATION.  IT IS A BRONZE REFERENCE
 NZ1206'DISK SET IN TOP OF A ROUND CONCRETE POST FLUSH WITH THE
 NZ1206'GROUND.  STAMPED BROOKSIDE NO 2 1943.
 NZ1206'
 NZ1206'SEXTON MOUNTAIN REVOLVING BEACON WAS USED FOR AN AZIMUTH.
 NZ1206'
 NZ1206'TO REACH FROM THE POST OFFICE AT GRANTS PASS, GO N ON U.S. HIGHWAY
 NZ1206'99 FOR 5.8 MILES TO ROAD INTERSECTION AND STATION ON LEFT.  NOTE
 NZ1206'SIGN AT INTERSECTION READING BROOKSIDE BLVD.
 NZ1206'
 NZ1206'A 4-FOOT STAND WAS USED OVER THE STATION.
 NZ1206'
 NZ1206'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 NZ1206
 NZ1206                          STATION RECOVERY (1963)
 NZ1206
 NZ1206'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FN)
 NZ1206'THE STATION MARK AND THE SEXTON MOUNTAIN BEACON NO. 36, USED FOR
 NZ1206'THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD
 NZ1206'CONDITION.  REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 NZ1206'FOUND UNEARTHED.  REFERENCE MARK NO. 3 AND REFERENCE MARK NO. 4
 NZ1206'WERE ESTABLISHED.  THE HIGHWAY HAS CHANGED.  A NEW AND
 NZ1206'COMPLETE DESCRIPTION FOLLOWS.
 NZ1206'
 NZ1206'THE STATION IS ABOUT 2-1/2 MILES NORTHEAST OF MERLIN AND 1/2
 NZ1206'MILE WEST OF INTERSTATE 5 ON THE RIGHT-OF-WAY OF MACADAM ROAD,
 NZ1206'OLD U.S. HIGHWAY 99.
 NZ1206'
 NZ1206'TO REACH THE STATION FROM THE POST OFFICE IN MERLIN GO EAST ON
 NZ1206'MERLIN ROAD FOR 2.3 MILES TO A CROSSROAD, TURN LEFT AND GO NORTHWEST
 NZ1206'AND NORTH ON MACADAM ROAD, OLD U.S. HIGHWAY 99, FOR 0.5 MILE TO
 NZ1206'THE STATION ON THE LEFT.
 NZ1206'
 NZ1206'THE STATION MARK, STAMPED BROOKSIDE 1940, IS A STATE HIGHWAY
 NZ1206'DEPARTMENT DISK SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT
 NZ1206'PROJECTS 3 INCHES.  IT IS 80 FEET SOUTH OF THE CENTER OF
 NZ1206'BROOKSIDE BLVD., 33 FEET WEST OF THE CENTER OF THE OLD HIGHWAY
 NZ1206'AND 3 FEET SOUTHWEST OF A WOODEN WITNESS POST.
 NZ1206'
 NZ1206'REFERENCE MARK NO. 3, STAMPED BROOKSIDE NO 3 1943, IS A STANDARD
 NZ1206'DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT, 12-INCHES IN
 NZ1206'DIAMETER AND IS FLUSH WITH THE GROUND.  IT IS 89 FEET SOUTH OF THE
 NZ1206'SIGN, AIRPORT NAVAL RESERVE, 63 FEET EAST OF THE WITNESS POST,
 NZ1206'32 FEET EAST OF THE CENTER OF THE OLD HIGHWAY AND 1 FOOT WEST OF
 NZ1206'A NORTH-SOUTH FENCE LINE.  (NOTE 11B)
 NZ1206'
 NZ1206'REFERENCE MARK NO. 4, STAMPED BROOKSIDE NO 4 1943, IS A STANDARD
 NZ1206'DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT, 12-INCHES IN
 NZ1206'DIAMETER, THAT PROJECTS 1 INCH.  IT IS 63.5 FEET SOUTH OF THE
 NZ1206'WITNESS POST AND 33 FEET WEST OF THE CENTER OF THE OLD HIGHWAY.
 NZ1206'
 NZ1206'SEXTON MOUNTAIN BEACON NO. 36 WAS USED FOR THE AZIMUTH MARK.  SEE
 NZ1206'DESCRIPTION THEREOF.
 NZ1206'
 NZ1206'THE DISTANCE BETWEEN R.M. NO. 3 AND R.M. NO. 4 IS 77.0 FEET.
 NZ1206
 NZ1206                          STATION RECOVERY (1973)
 NZ1206
 NZ1206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 NZ1206'THE STATION MARK, AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 NZ1206'CONDITION AS DESCRIBED.  THE TO REACH IS OBSOLETE.  A NEW TO
 NZ1206'REACH FOLLOWS.
 NZ1206'
 NZ1206'THE STATION IS ON HIGHWAY RIGHT-OF-WAY.
 NZ1206'
 NZ1206'TO REACH THE STATION FROM THE MERLIN POST OFFICE GO SOUTH ON
 NZ1206'MERLIN AVENUE FOR 0.1 MILE TO THE MERLIN-GALICE HIGHWAY, TURN LEFT,
 NZ1206'AND GO SOUTHEAST, TOWARD GRANTS PASS, ON THE HIGHWAY FOR 1.3
 NZ1206'MILES TO CARTON WAY ON THE LEFT, TURN LEFT, AND GO EAST ON CARTON
 NZ1206'WAY FOR 0.6 MILE TO BROOKSIDE BLVD. ON THE RIGHT, TURN RIGHT, AND
 NZ1206'GO SOUTHEAST, AND EAST ON BROOKSIDE BLVD. FOR 1.0 MILE TO THE
 NZ1206'JUNCTION WITH MONUMENT DRIVE, AND THE STATION ON THE RIGHT.
 NZ1206'
 NZ1206'TO REACH THE STATION FROM THE GRANTS PASS POST OFFICE GO EAST FOR
 NZ1206'1 BLOCK TO STATE HIGHWAY 99, TURN LEFT, AND GO NORTH FOR 1.8 MILES
 NZ1206'TO INTERSTATE 5, GO NORTHWEST ON INTERSTATE 5 FOR 3.1 MILES TO THE
 NZ1206'MERLIN EXIT, USE THE EXIT, AND GO NORTH, AND WEST FOR 0.5 MILE TO
 NZ1206'MONUMENT DRIVE, TURN RIGHT, AND GO NORTHWEST ON MONUMENT DRIVE
 NZ1206'FOR 0.55 MILE TO THE STATION ON THE LEFT.
 NZ1206'
 NZ1206'NOTE--SEXTON MTN. BEACON NO. 36 WAS USED FOR THE AZIMUTH MARK.  SEE
 NZ1206'DESCRIPTION THEREOF.
 NZ1206'
 NZ1206'DISTANCE BETWEEN REFERENCE MARK NO. 3 AND REFERENCE MARK NO. 4
 NZ1206'IS 77.00 FEET, 23.470 METERS.
 NZ1206'
 NZ1206'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NZ1206'2 MILES SOUTHEAST OF MERLIN.
 NZ1206
 NZ1206                          STATION RECOVERY (1973)
 NZ1206
 NZ1206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 NZ1206'THE STATION WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARKS 3 AND 4
 NZ1206'WERE REMOVED IN CONSTRUCTION.  JOSEPHINE COUNTY SURVEYORS OFFICE SET
 NZ1206'REFERENCE MARKS 5 AND 6.  THESE WERE TURNED IN AT THIS TIME.  SEXTON
 NZ1206'MIN BEACON 86 WHICH SERVED AS THE AZIMUTH MARK HAS BEEN DISMANTLED.
 NZ1206'THE STATION IS LOCATED ABOUT 9.3 KM (5.75 MI) NORTH OF GRANTS PASS 4.0
 NZ1206'KM (2.50 MI) NE OF MERLIN AND 0.8 KM (0.50 MI) WEST OF I 5.  TO REACH
 NZ1206'THE STATION FROM THE POST OFFICE IN MERLIN GO EAST ON MERLIN ROAD FOR
 NZ1206'3.7 KM (2.30 MI) TO A CROSS ROAD. TURN LEFT ONTO MONUMENTAL DRIVE AND
 NZ1206'GO 0.8 KM (0.50 MI) TO THE MARK ON THE LEFT.
 NZ1206' 
 NZ1206'THE STATION IS A STANDARD ORHD DISK STAMPED--BROOKSIDE 1940---, SET
 NZ1206'INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 30 CM IN DIAMETER,
 NZ1206'PROJECTING 10 CM ABOVE THE GROUND. THE STATION IS LOCATED 24.5 METERS
 NZ1206'(80.4 FT) SOUTH FROM THE CENTERLINE OF BROOKSIDE BLVD, 10.1 METERS
 NZ1206'(33.1 FT) WEST FROM THE CENTERLINE OF MONUMENT DRIVE, 4.5 METERS (14.8
 NZ1206'FT) NORTH FROM THE SOUTH END OF A RAIL FENCE, 1.0 METERS (3.3 FT)
 NZ1206'SOUTHWEST FROM A 4 X 4 INCH WOODEN WITNESS POST WITH SIGN ATTACHED 0.1
 NZ1206'METERS (0.3 FT) WEST FROM A RAIL FENCE.
 NZ1206' 
 NZ1206'REFERENCE MARK NO 5 IS A COUNTY SURVEYORS DISK WITH AN ARROW SCRIBED
 NZ1206'ON IT.  IT IS STAMPED--BROOKSIDE REF NO 5 1983--, SET INTO THE TOP OF
 NZ1206'SQUARE CONCRETE MONUMENT, 30 CM IN DIAMETER, PROJECTING 5 CM ABOVE THE
 NZ1206'GROUND.  THE STATION IS LOCATED 11.5 METERS (37.7 FT) SOUTH FROM THE
 NZ1206'CENTERLINE OF DRIVEWAY INTO A FEED STORE, 9.5 METERS (31.2 FT) WEST
 NZ1206'FROM THE CENTERLINE OF MONUMENTAL DRIVE, 1.3 METERS (4.3 FT)
 NZ1206'NORTH-NORTHWEST FROM A FIRE STATION SIGN, 0.4 METERS (1.3 FT) EAST
 NZ1206'FROM A RAIL FENCE AND 0.5 METERS (1.6 FT) HIGHER THAN THE STATION.
 NZ1206' 
 NZ1206'REFERENCE MARK NO 6 IS A COUNTY SURVEYORS DISK WITH AN ARROW SCRIBED
 NZ1206'ON IT.  IT IS STAMPED---BROOKSIDE REF NO 6 1983---, SET INTO THE TOP
 NZ1206'OF A SQUARE CONCRETE MONUMENT, 30 CM IN DIAMETER, PROJECTING 12 CM
 NZ1206'ABOVE THE GROUND.  THE STATION IS LOCATED 23.0 METERS (75.5 FT) WEST
 NZ1206'FROM THE CENTERLINE OF MONUMENT DRIVE, 9.3 METERS (30.5 FT) SOUTH FROM
 NZ1206'THE CENTERLINE OF BROOKSIDE BLVD, 2.8 METERS (9.2 FT) EAST-NORTHEAST
 NZ1206'FROM A POWER POLE, 0.4 METERS (1.3 FT) NORTH FROM A RAIL FENCE AND 0.3
 NZ1206'METERS (1.0 FT) HIGHER THAN THE STATION
 NZ1206
 NZ1206                          STATION RECOVERY (2006)
 NZ1206
 NZ1206'RECOVERY NOTE BY GEOCACHING 2006 (SFG)
 NZ1206'FOUND STATION, RM5 AND RM6 AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0791 ***********************************************************************
 PB0791  FBN         -  This is a Federal Base Network Control Station.
 PB0791  DESIGNATION -  BROTHERS
 PB0791  PID         -  PB0791
 PB0791  STATE/COUNTY-  OR/DESCHUTES
 PB0791  USGS QUAD   -  BROTHERS (1967)
 PB0791
 PB0791                         *CURRENT SURVEY CONTROL
 PB0791  ___________________________________________________________________
 PB0791* NAD 83(2007)-  43 48 49.79484(N)    120 36 01.00208(W)     ADJUSTED  
 PB0791* NAVD 88     -      1413.94   (meters)    4638.9    (feet)  N HEIGHT  
 PB0791  ___________________________________________________________________
 PB0791  EPOCH DATE  -        2007.00
 PB0791  X           -  -2,347,121.333 (meters)                     COMP
 PB0791  Y           -  -3,968,721.427 (meters)                     COMP
 PB0791  Z           -   4,394,153.758 (meters)                     COMP
 PB0791  LAPLACE CORR-           2.90  (seconds)                    DEFLEC99
 PB0791  ELLIP HEIGHT-        1394.105 (meters)          (02/10/07) ADJUSTED
 PB0791  GEOID HEIGHT-         -19.87  (meters)                     GEOID03
 PB0791  DYNAMIC HT  -        1413.28  (meters)    4636.7   (feet)  COMP
 PB0791
 PB0791  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 PB0791  Type    PID    Designation                      North   East  Ellip
 PB0791  -------------------------------------------------------------------
 PB0791  NETWORK PB0791 BROTHERS                          0.49   0.45   1.39
 PB0791  -------------------------------------------------------------------
 PB0791  MODELED GRAV-     980,101.8   (mgal)                       NAVD 88
 PB0791
 PB0791  VERT ORDER  -  THIRD
 PB0791
 PB0791.The horizontal coordinates were established by GPS observations
 PB0791.and adjusted by the National Geodetic Survey in February 2007.
 PB0791
 PB0791.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 PB0791.See www.ngs.noaa.gov/NationalReadjustment for more information.
 PB0791.The horizontal coordinates are valid at the epoch date displayed above.
 PB0791.The epoch date for horizontal control is a decimal equivalence
 PB0791.of Year/Month/Day.
 PB0791
 PB0791.The orthometric height was determined by differential leveling
 PB0791.and adjusted in April 1995.
 PB0791.The height was determined by precise leveling from only one NSRS
 PB0791.bench mark.  This was not adequate "tie leveling" to NSRS and was
 PB0791.allowed ONLY to validate the GPS-derived height.
 PB0791
 PB0791.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PB0791
 PB0791.The Laplace correction was computed from DEFLEC99 derived deflections.
 PB0791
 PB0791.The ellipsoidal height was determined by GPS observations
 PB0791.and is referenced to NAD 83.
 PB0791
 PB0791.The geoid height was determined by GEOID03.
 PB0791
 PB0791.The dynamic height is computed by dividing the NAVD 88
 PB0791.geopotential number by the normal gravity value computed on the
 PB0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0791.degrees latitude (g = 980.6199 gals.).
 PB0791
 PB0791.The modeled gravity was interpolated from observed gravity values.
 PB0791
 PB0791;                    North         East     Units Scale Factor Converg.
 PB0791;SPC OR S     -   238,523.750 1,491,932.289   MT  0.99995802   -0 04 07.0
 PB0791;SPC OR S     -   782,558.23  4,894,790.97   iFT  0.99995802   -0 04 07.0
 PB0791;UTM  10      - 4,853,994.866   692,998.543   MT  1.00005816   +1 39 42.8
 PB0791
 PB0791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PB0791!SPC OR S     -   0.99978144  x   0.99995802  =   0.99973947
 PB0791!UTM  10      -   0.99978144  x   1.00005816  =   0.99983959
 PB0791
 PB0791                          SUPERSEDED SURVEY CONTROL
 PB0791
 PB0791  NAD 83(1998)-  43 48 49.79350(N)    120 36 01.00206(W) AD(       ) A
 PB0791  ELLIP H (04/24/00) 1394.112  (m)                       GP(       ) 3 1
 PB0791  NAD 83(1991)-  43 48 49.79156(N)    120 36 01.00060(W) AD(       ) B
 PB0791  ELLIP H (02/25/91) 1394.222  (m)                       GP(       ) 4 1
 PB0791  NAVD 88 (10/13/99) 1413.94   (m)         4638.9    (f) LEVELING    3  
 PB0791  NGVD 29 (??/??/??) 1412.74   (m)         4635.0    (f) N HEIGHT    3  
 PB0791
 PB0791.Superseded values are not recommended for survey control.
 PB0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0791.See file dsdata.txt to determine how the superseded data were derived.
 PB0791
 PB0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP9299953995(NAD 83)
 PB0791_MARKER: DD = SURVEY DISK
 PB0791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0791_SP_SET: CONCRETE POST
 PB0791_STAMPING: BROTHERS 1989
 PB0791_MARK LOGO: ORDT  
 PB0791_MAGNETIC: N = NO MAGNETIC MATERIAL
 PB0791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0791+STABILITY: SURFACE MOTION
 PB0791_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PB0791+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2008
 PB0791
 PB0791  HISTORY     - Date     Condition        Report By
 PB0791  HISTORY     - 1989     MONUMENTED       OR-017
 PB0791  HISTORY     - 19980903 GOOD             NGS
 PB0791  HISTORY     - 20081025 GOOD             INDIV
 PB0791
 PB0791                          STATION DESCRIPTION
 PB0791
 PB0791'DESCRIBED BY DESCHUTES COUNTY OREGON 1989
 PB0791'THE STATION IS LOCATED ON EAST SIDE OF BROTHERS, OREGON.
 PB0791'TO REACH FROM BROTHERS START AT THE INTERSECTION OF US HIGHWAY 20 AND
 PB0791'CAMP CREEK ROAD (COUNTY ROAD NUMBER 5114) GO  NORTH ON CAMP CREEK
 PB0791'ROAD ABOUT .10 KM (0.06 MI) AND THE STATION ON THE RIGHT.
 PB0791'THE STATION IS 10.7 M (35.1 FT) SOUTHEAST OF THE CENTER OF CAMP CREEK
 PB0791'ROAD, 1 M (3.3 FT) SOUTHEAST OF A FENCE AND IN THE NORTHEAST CORNER
 PB0791'OF THE BROTHERS OASIS REST AREA.
 PB0791'DESCRIBED BY WILLIAM C. KAUFFMAN OF DESCHUTES COUNTY.
 PB0791
 PB0791                          STATION RECOVERY (1998)
 PB0791
 PB0791'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (MLM)
 PB0791'THE STATION IS LOCATED ABOUT 140 KM (87.00 MI) WEST-NORTHWEST OF
 PB0791'BURNS, 69.0 KM (42.85 MI) SOUTHEAST OF BEND, IN THE EAST SIDE OF THE
 PB0791'TOWN OF BROTHERS, ON THE WEST SIDE OF THE STATE HIGHWAY 20 BROTHERS
 PB0791'OASIS REST AREA.  OWNERSHIP--OREGON STATE DEPARTMENT OF
 PB0791'TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 PB0791'HIGHWAY 20 AND CAMP CREEK ROAD IN BROTHERS, ABOUT 0.16 KM (0.10 MI)
 PB0791'EAST OF THE POST OFFICE, GO NORTH ON CAMP CREEK ROAD FOR 0.08 KM (0.05
 PB0791'MI) TO A CATTLE GUARD AND A METAL GATE FOR ACCESS FOR THE WEST
 PB0791'MAINTENANCE ENTRANCE OF THE REST AREA.  THE STATION IS NORTHEAST OF
 PB0791'THE NORTH METAL GATE POST OF THE GATE AND ON THE EAST SIDE OF A BARBED
 PB0791'WIRE FENCE.  THE STATION IS AN OREGON PRIMARY GPS STATION DISK SET IN
 PB0791'TOP OF A 30 CM ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 30.63
 PB0791'M (100.49 FT) NORTHWEST FROM A POWER POLE WITH TRANSFORMER, SINGLE GUY
 PB0791'WIRE, BIRD HOUSE ATTACHED AND POWER LINES CROSSING THE HIGHWAY, 16.7 M
 PB0791'(54.8 FT) NORTHEAST FROM A WOODEN POST WITH CATTLE SYMBOL SIGN, 8.68 M
 PB0791'(28.48 FT) EAST-SOUTHEAST FROM THE SOUTHEAST CONCRETE CORNER OF THE
 PB0791'CATTLE GUARD IN CAMP CREEK ROAD, 4.12 M (13.52 FT) NORTHEAST FROM THE
 PB0791'NORTH GATE POST OF THE METAL GATE, 3.11 M (10.20 FT) EAST FROM THE
 PB0791'BARBED WIRE FENCE, 0.76 M (2.49 FT) SOUTHWEST FROM A FIBERGLAS WITNESS
 PB0791'POST, AND 0.76 M (2.49 FT) SOUTHEAST FROM A FIBERGLAS WITNESS POST.
 PB0791
 PB0791                          STATION RECOVERY (2008)
 PB0791
 PB0791'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008
 PB0791'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1642 ***********************************************************************
 SC1642  DESIGNATION -  BROWN USE 1935
 SC1642  PID         -  SC1642
 SC1642  STATE/COUNTY-  OR/COLUMBIA
 SC1642  USGS QUAD   -  COAL CREEK (1985)
 SC1642
 SC1642                         *CURRENT SURVEY CONTROL
 SC1642  ___________________________________________________________________
 SC1642* NAD 83(1991)-  46 07 50.70148(N)    123 00 30.85096(W)     ADJUSTED  
 SC1642* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 SC1642  ___________________________________________________________________
 SC1642  LAPLACE CORR-          -6.43  (seconds)                    DEFLEC99
 SC1642  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 SC1642  HORZ ORDER  -  THIRD
 SC1642
 SC1642.The horizontal coordinates were established by classical geodetic methods
 SC1642.and adjusted by the National Geodetic Survey in October 1991.
 SC1642
 SC1642.The orthometric height was scaled from a topographic map.
 SC1642
 SC1642.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1642
 SC1642.The geoid height was determined by GEOID03.
 SC1642
 SC1642;                    North         East     Units Scale Factor Converg.
 SC1642;SPC OR N     -   276,837.843 2,306,160.332   MT  1.00003589   -1 46 44.6
 SC1642;SPC OR N     -   908,260.64  7,566,142.82   iFT  1.00003589   -1 46 44.6
 SC1642;SPC WA S     -    91,715.020   306,179.315   MT  0.99994585   -1 49 20.0
 SC1642;SPC WA S     -   300,901.69  1,004,523.30   sFT  0.99994585   -1 49 20.0
 SC1642;UTM  10      - 5,108,574.962   499,337.992   MT  0.99960001   -0 00 22.2
 SC1642
 SC1642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1642!SPC OR N     -   1.00000272  x   1.00003589  =   1.00003861
 SC1642!SPC WA S     -   1.00000272  x   0.99994585  =   0.99994857
 SC1642!UTM  10      -   1.00000272  x   0.99960001  =   0.99960273
 SC1642
 SC1642                          SUPERSEDED SURVEY CONTROL
 SC1642
 SC1642  NAD 83(1986)-  46 07 50.71815(N)    123 00 30.84917(W) AD(       ) 3
 SC1642  NAD 27      -  46 07 51.31294(N)    123 00 26.44222(W) AD(       ) 3
 SC1642
 SC1642.Superseded values are not recommended for survey control.
 SC1642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1642.See file dsdata.txt to determine how the superseded data were derived.
 SC1642
 SC1642_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS9933808575(NAD 83)
 SC1642_MARKER: Z = SEE DESCRIPTION
 SC1642_SETTING: 0 = UNSPECIFIED SETTING
 SC1642_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC1642
 SC1642  HISTORY     - Date     Condition        Report By
 SC1642  HISTORY     - 1936     MONUMENTED       USE
 SC1642  HISTORY     - 1949     SEE DESCRIPTION  CGS
 SC1642
 SC1642                          STATION DESCRIPTION
 SC1642
 SC1642'DESCRIBED BY US ENGINEERS 1936 (RWK)
 SC1642'STATION IS ON THE BRUSH-COVERED SAND SPIT ABOUT 1 MILE W OF
 SC1642'MOUNT COFFIN, A U.S. ENGINEERS DISK SET IN CONCRETE.
 SC1642
 SC1642                          STATION RECOVERY (1949)
 SC1642
 SC1642'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (HJH)
 SC1642'STATION IS LOCATED ON A SANDY, BRUSH-COVERED ISLAND IN THE
 SC1642'COLUMBIA RIVER, ABOUT 1.0 MILE W OF THE ROCK QUARRY AT MOUNT
 SC1642'COFFIN, ABOUT 1.7 MILES S OF MOUNT SOLO, AND ABOUT 2.8 MILES NW
 SC1642'OF THE LONGVIEW BRIDGE.  IT LIES ABOUT 90.0 METERS SW OF THE
 SC1642'SHORELINE AND ABOUT 1.0 METER NW OF A SMALL PILE OF ROCKS.
 SC1642'
 SC1642'STATION MARK IS A STANDARD U.S.E. TRIANGULATION DISK, STAMPED
 SC1642'BROWN 1926, SET IN A PIPE WHICH PROJECTS 2 INCHES ABOVE AN
 SC1642'IRREGULAR CONCRETE MONUMENT.
 SC1642'
 SC1642'THERE ARE NO REFERENCE MARKS.
 SC1642'
 SC1642'STATION WAS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1768 ***********************************************************************
 QE1768  DESIGNATION -  BROWNELL
 QE1768  PID         -  QE1768
 QE1768  STATE/COUNTY-  OR/MARION
 QE1768  USGS QUAD   -  DRAKE CROSSING (1985)
 QE1768
 QE1768                         *CURRENT SURVEY CONTROL
 QE1768  ___________________________________________________________________
 QE1768* NAD 83(1991)-  44 56 14.82105(N)    122 43 50.24226(W)     ADJUSTED  
 QE1768* NAVD 88     -       303.     (meters)     994.     (feet)  VERTCON   
 QE1768  ___________________________________________________________________
 QE1768  LAPLACE CORR-           3.27  (seconds)                    DEFLEC99
 QE1768  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 QE1768  HORZ ORDER  -  SECOND
 QE1768
 QE1768.The horizontal coordinates were established by classical geodetic methods
 QE1768.and adjusted by the National Geodetic Survey in October 1991.
 QE1768
 QE1768.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE1768.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE1768
 QE1768.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE1768
 QE1768.The geoid height was determined by GEOID03.
 QE1768
 QE1768;                    North         East     Units Scale Factor Converg.
 QE1768;SPC OR N     -   143,641.314 2,323,970.693   MT  0.99990269   -1 34 54.9
 QE1768;SPC OR N     -   471,264.15  7,624,575.76   iFT  0.99990269   -1 34 54.9
 QE1768;UTM  10      - 4,976,037.250   521,254.128   MT  0.99960555   +0 11 25.0
 QE1768
 QE1768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE1768!SPC OR N     -   0.99995609  x   0.99990269  =   0.99985878
 QE1768!UTM  10      -   0.99995609  x   0.99960555  =   0.99956165
 QE1768
 QE1768:                Primary Azimuth Mark                     Grid Az
 QE1768:SPC OR N     -  FOX                                      170 43 30.9
 QE1768:UTM  10      -  FOX                                      168 57 11.0
 QE1768
 QE1768|---------------------------------------------------------------------|
 QE1768| PID    Reference Object                     Distance      Geod. Az  |
 QE1768|                                                           dddmmss.s |
 QE1768| QE1767 FOX                                 APPROX. 1.7 KM 1690836.0 |
 QE1768|---------------------------------------------------------------------|
 QE1768
 QE1768                          SUPERSEDED SURVEY CONTROL
 QE1768
 QE1768  NAD 83(1986)-  44 56 14.84274(N)    122 43 50.25813(W) AD(       ) 2
 QE1768  NAD 27      -  44 56 15.40422(N)    122 43 45.94140(W) AD(       ) 2
 QE1768  NGVD 29 (07/19/86)  302.     (m)          991.     (f) VERT ANG    3  
 QE1768
 QE1768.Superseded values are not recommended for survey control.
 QE1768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1768.See file dsdata.txt to determine how the superseded data were derived.
 QE1768
 QE1768_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ2125476037(NAD 83)
 QE1768_MARKER: Z = SEE DESCRIPTION
 QE1768_SETTING: 0 = UNSPECIFIED SETTING
 QE1768_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE1768
 QE1768  HISTORY     - Date     Condition        Report By
 QE1768  HISTORY     - 1972     MONUMENTED       OR-047
 QE1768
 QE1768                          STATION DESCRIPTION
 QE1768
 QE1768'DESCRIBED BY MARION COUNTY OREGON 1972 (ADG)
 QE1768'THE STATION IS LOCATED ABOUT 6.0 MILES SOUTHEAST OF THE CITY
 QE1768'OF SILVERTON ON MARKET ROAD NO. 46 AND SITUATED IN THE N.E. 1/4
 QE1768'OF THE N.W. 1/4 OF SECTION 30, TOWNSHIP 7 SOUTH, RANGE 1
 QE1768'EAST, WILLAMETTE MERIDIAN, MARION COUNTY, OREGON.
 QE1768'
 QE1768'TO REACH THE STATION FROM THE OLD STEEL BRIDGE IN THE DOWNTOWN
 QE1768'BUSINESS DISTRICT OF SILVERTON, GO WEST ON WEST MAIN STREET
 QE1768'FOR ABOUT 6 BLOCKS TO EUREKA AVENUE BY THE CITY WATER TANK.  TURN
 QE1768'LEFT ON MARKET ROAD NO. 46 (EUREKA AVENUE) AND GO PAST COUNTY
 QE1768'ROAD NO. 759 AND MARKET ROAD NO. 79 TO A COUNTY MONUMENT FLUSH
 QE1768'WITH AND IN THE CENTER OF THE PAVEMENT AT CENTERLINE STATION
 QE1768'P.C. 308+59.3 OF SAID MARKET ROAD NO. 46.  POINT IS ABOUT 315
 QE1768'FEET SOUTH OF PRIVATE DRIVEWAY INTO THE C. M. BROWNELL FARM
 QE1768'HOUSE.  A GEODETIC MARKER POST BEARS EAST 25 FEET.
 QE1768'
 QE1768'THE STATION MARK IS A MARION COUNTY BRASS DISK STAMPED MARION
 QE1768'COUNTY--T7S, R1E.  M.R. 46.  P.C. 308+59.3, SET IN THE TOP OF AN
 QE1768'8 INCH CYLINDRICAL CONCRETE POST AND 7 INCHES BELOW THE SURFACE
 QE1768'OF THE PAVEMENT.  A MARION COUNTY CAST IRON BOX ENCASES THE
 QE1768'TOP OF THE CONCRETE POST AND HAS A METAL COVER EMBOSSED WITH
 QE1768'THE WORDS MARION COUNTY MONUMENT.  THERE IS NO UNDERGROUND
 QE1768'STATION MARK FOR THIS STATION.
 QE1768'
 QE1768'AZIMUTH MARK IS STATION FOX WHICH IS 1.0 MILE SOUTHEAST OF
 QE1768'STATION BROWNELL AND IS A COUNTY MONUMENT FLUSH WITH AND IN THE
 QE1768'CENTER OF THE PAVEMENT OF COUNTY ROAD NO. 770.  POINT IS ABOUT
 QE1768'1500 FEET WEST OF THE INTERSECTION OF C.R. NO. 770 AND
 QE1768'M.R. NO. 46, AND ON THE VERY TOP OF A HILL AND 20.5 FEET NORTH
 QE1768'OF A 36 INCH MAPLE TREE AT THE ENTRANCE INTO THE F. FOX FARM
 QE1768'HOME.  THE AZIMUTH MARK IS A MARION COUNTY BRASS DISK STAMPED
 QE1768'MARION COUNTY.  T7S, R1E.  C.R. 770.  P.O.T., SET IN THE TOP
 QE1768'OF AN 8 INCH CYLINDRICAL CONCRETE POST AND 7 INCHES BELOW THE
 QE1768'SURFACE OF THE PAVEMENT.  A MARION COUNTY CAST IRON BOX
 QE1768'ENCASES THE TOP OF THE CONCRETE POST AND HAS A METAL COVER
 QE1768'EMBOSSED WITH THE WORDS MARION COUNTY MONUMENT.  THERE IS
 QE1768'NO UNDERGROUND MARK FOR THIS AZIMUTH STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1757 ***********************************************************************
 QE1757  DESIGNATION -  BROWNSVILLE
 QE1757  PID         -  QE1757
 QE1757  STATE/COUNTY-  OR/LINN
 QE1757  USGS QUAD   -  BROWNSVILLE (1988)
 QE1757
 QE1757                         *CURRENT SURVEY CONTROL
 QE1757  ___________________________________________________________________
 QE1757* NAD 83(1991)-  44 26 10.54943(N)    122 59 08.25937(W)     ADJUSTED  
 QE1757* NAVD 88     -       423.     (meters)    1388.     (feet)  SCALED    
 QE1757  ___________________________________________________________________
 QE1757  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 QE1757  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 QE1757  HORZ ORDER  -  THIRD
 QE1757
 QE1757.The horizontal coordinates were established by classical geodetic methods
 QE1757.and adjusted by the National Geodetic Survey in October 1991.
 QE1757
 QE1757.The orthometric height was scaled from a topographic map.
 QE1757
 QE1757.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE1757
 QE1757.The geoid height was determined by GEOID03.
 QE1757
 QE1757;                    North         East     Units Scale Factor Converg.
 QE1757;SPC OR N     -    88,564.081 2,302,139.923   MT  0.99997567   -1 45 46.0
 QE1757;SPC OR N     -   290,564.57  7,552,952.50   iFT  0.99997567   -1 45 46.0
 QE1757;UTM  10      - 4,920,329.650   501,143.817   MT  0.99960002   +0 00 36.2
 QE1757
 QE1757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE1757!SPC OR N     -   0.99993731  x   0.99997567  =   0.99991298
 QE1757!UTM  10      -   0.99993731  x   0.99960002  =   0.99953735
 QE1757
 QE1757|---------------------------------------------------------------------|
 QE1757| PID    Reference Object                     Distance      Geod. Az  |
 QE1757|                                                           dddmmss.s |
 QE1757| CD9638 BROWNSVILLE RM 1                     11.710 METERS 00652     |
 QE1757| CD9639 BROWNSVILLE RM 2                     19.950 METERS 04959     |
 QE1757| CD9637 BROWNSVILLE AZ MK                                  2040209.7 |
 QE1757| QE1758 BROWNSVILLE AZ MK 2                 APPROX. 2.3 KM 2050117.8 |
 QE1757| QE2147 HALSEY AMERICAN CAN COMPANY TANK    APPROX.15.4 KM 2463656.0 |
 QE1757| QE2148 HALSEY AMERICAN CAN COMPANY STACK   APPROX.15.1 KM 2465150.6 |
 QE1757| CD9640 BROWNSVILLE RM 3                      7.688 METERS 34545     |
 QE1757|---------------------------------------------------------------------|
 QE1757
 QE1757                          SUPERSEDED SURVEY CONTROL
 QE1757
 QE1757  NAD 83(1986)-  44 26 10.56964(N)    122 59 08.28336(W) AD(       ) 3
 QE1757  NAD 27      -  44 26 11.12283(N)    122 59 03.96310(W) AD(       ) 3
 QE1757
 QE1757.Superseded values are not recommended for survey control.
 QE1757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1757.See file dsdata.txt to determine how the superseded data were derived.
 QE1757
 QE1757_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ0114420330(NAD 83)
 QE1757_MARKER: DS = TRIANGULATION STATION DISK
 QE1757_SETTING: 66 = SET IN ROCK OUTCROP
 QE1757
 QE1757  HISTORY     - Date     Condition        Report By
 QE1757  HISTORY     - 1945     MONUMENTED       CGS
 QE1757  HISTORY     - 1966     GOOD             CGS
 QE1757  HISTORY     - 1973     GOOD             SCS
 QE1757  HISTORY     - 1979     GOOD             NGS
 QE1757
 QE1757                          STATION DESCRIPTION
 QE1757
 QE1757'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (ANS)
 QE1757'STATION IS LOCATED ON A NEARLY BARE-TOPPED HILL WITH A
 QE1757'BRUSH-COVERED SLOPE TO THE W AND S AND TIMBERED TO THE N.  THE
 QE1757'HILL EXTENDS INTO A RIDGE WHICH REACHES A HIGHER ELEVATION
 QE1757'ABOUT 0.5 MILE E OF THE STATION.  THE STATION IS ABOUT 3.5
 QE1757'MILES N OF BROWNSVILLE, 1.0 MILE E OF THE ROAD WHICH RUNS
 QE1757'BETWEEN BROWNSVILLE AND SODAVILLE, AND 71 FEET SW OF A CAIRN
 QE1757'WHICH MARKS THE HIGHEST POINT OF THE HILL.
 QE1757'
 QE1757'TO REACH STATION FROM THE RAILROAD DEPOT AT BROWNSVILLE, GO
 QE1757'E FOR 0.1 MILE, TURN LEFT (N) AT A T-INTERSECTION AND FOLLOW
 QE1757'THE ROAD ALONG THE BASE OF THE FOOTHILLS FOR 2.7 MILES TO THE
 QE1757'END OF TRUCK TRAVEL ALONG THE ROAD AT THE FOOT OF THE STATION
 QE1757'HILL.  FROM THIS POINT PACK DIRECTLY E UP THE STEEP BRUSHY SLOPE
 QE1757'TO THE TOP OF THE HILL AND THE STATION.  ABOUT A 40-MINUTE PACK.
 QE1757'
 QE1757'STATION MARK IS A BRONZE STATION DISK CEMENTED INTO A DRILL
 QE1757'HOLE IN BEDROCK AND IS 6 INCHES BELOW THE SURFACE OF THE
 QE1757'SOIL.  THE DISK IS STAMPED BROWNSVILLE 1945.
 QE1757'
 QE1757'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK CEMENTED INTO A
 QE1757'DRILL HOLE IN A BOULDER WHICH PROJECTS 4 INCHES ON ITS N
 QE1757'SIDE.  THIS MARK IS LOCATED ON THE CREST OF THE RIDGE ABOUT 2
 QE1757'FEET HIGHER THAN THE STATION.  THE DISK IS STAMPED BROWNSVILLE
 QE1757'NO 1 1945.
 QE1757'
 QE1757'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK CEMENTED INTO A
 QE1757'DRILL HOLE IN BEDROCK AND IS FLUSH WITH THE GROUND.  THIS
 QE1757'MARK IS LOCATED ON THE CREST OF THE RIDGE AND IS 5.5 FEET W OF
 QE1757'THE CAIRN WHICH MARKS THE HIGHEST POINT OF THE HILL.  THE DISK
 QE1757'IS ABOUT 5 FEET HIGHER THAN THE STATION AND IS STAMPED
 QE1757'BROWNSVILLE NO 2 1945.
 QE1757'
 QE1757'AZIMUTH MARK IS LOCATED ABOUT 1.0 MILE (AIR LINE) SW OF THE
 QE1757'STATION, 0.5 MILE E OF THE RAILROAD TRACKS, 0.3 MILE W OF
 QE1757'A FARMHOUSE, 80 FEET SE OF A LONE PINE TREE, AND 9 FEET S OF
 QE1757'THE CENTER OF A TRACK ROAD.  IT IS A BRONZE AZIMUTH DISK CEMENTED
 QE1757'INTO A DRILL HOLE IN A BOULDER WHICH IS ABOUT 15 INCHES IN
 QE1757'DIAMETER AND PROJECTS 4 INCHES.  THE DISK IS STAMPED BROWNSVILLE
 QE1757'1945.
 QE1757
 QE1757                          STATION RECOVERY (1966)
 QE1757
 QE1757'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JCL)
 QE1757'THE STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED AND
 QE1757'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT
 QE1757'RECOVERED.  IT IS NOT BELIEVED TO HAVE BEEN DESTROYED.  LANDMARKS
 QE1757'AND ROADS HAVE CHANGED.  THE FOLLOWING IS A NEW AND COMPLETE
 QE1757'DESCRIPTION.
 QE1757'
 QE1757'THE STATION IS 3 MILES NORTH OF BROWNSVILLE, 1/2 MILE EAST
 QE1757'OF THE BROWNSVILLE-SODAVILLE HIGHWAY AND 1/2 MILE WEST OF A
 QE1757'BUTTE THAT IS STILL HIGHER.  THE STATION HILL IS GENTLY
 QE1757'ROUNDED AND HAS FEW TREES ON THE SUMMIT.
 QE1757'
 QE1757'TO REACH THE STATION FROM THE BROWNSVILLE POST OFFICE GO NORTH
 QE1757'ON THE BROWNSVILLE-SODAVILLE HIGHWAY FOR 3.2 MILES TO A SIDE
 QE1757'ROAD RIGHT, TURN RIGHT AND GO EAST AND SOUTHEAST ON THE BLADED
 QE1757'DIRT ROAD FOR 0.7 MILE TO A SADDLE BETWEEN THE TWO BUTTES, A
 QE1757'SMALL CORRAL ON THE LEFT AND A FORK, TAKE RIGHT FORK AND GO
 QE1757'SOUTHWEST ON THE BLADED DIRT ROAD FOR 0.3 MILE TO THE END OF
 QE1757'TRUCK TRAVEL WHERE ROAD BEARS TO THE SOUTH AND STARTS TO
 QE1757'DESCEND.  FROM HERE PACK WEST TO THE FIRST SUMMIT AND
 QE1757'STATION.  LENGTH OF PACK IS ABOUT 5 MINUTES.
 QE1757'
 QE1757'THE STATION MARK, STAMPED BROWNSVILLE 1945, IS A STANDARD DISK
 QE1757'SET IN BEDROCK, 51.5 FEET SOUTHEAST OF A LONE PINE TREE WITH
 QE1757'A TRIANGLE BLAZE, 40 FEET WEST OF AN OAK TREE WITH A TRIANGLE
 QE1757'BLAZE AND 6 INCHES BELOW THE SURFACE.  A ROCK CAIRN WAS BUILT
 QE1757'OVER THE STATION MARK.
 QE1757'
 QE1757'REFERENCE MARK NO. 1, STAMPED BROWNSVILLE NO 1 1945, IS A
 QE1757'STANDARD DISK CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS
 QE1757'1 INCH, 55 FEET NORTHWEST OF THE OAK WITH A TRIANGLE BLAZE
 QE1757'AND 42 FEET EAST-NORTHEAST OF THE PINE WITH A TRIANGLE BLAZE.  A
 QE1757'ROCK CAIRN WAS BUILT OVER R.M. 1.
 QE1757'
 QE1757'REFERENCE MARK NO. 2, STAMPED BROWNSVILLE NO 2 1945, IS A
 QE1757'STANDARD DISK CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS
 QE1757'1 INCH, 87 FEET EAST-NORTHEAST OF THE PINE WITH A TRIANGLE BLAZE,
 QE1757'47 FEET NORTH-NORTHEAST OF THE OAK WITH A TRIANGLE BLAZE AND 1
 QE1757'FOOT WEST OF A ROCK CAIRN.
 QE1757
 QE1757                          STATION RECOVERY (1973)
 QE1757
 QE1757'RECOVERY NOTE BY SOIL CONSERVATION SERVICE 1973 (GLN)
 QE1757'BROWNSVILLE 1945 GOOD
 QE1757'
 QE1757'R.P. 1 BROWNSVILLE NO.1 1945 GOOD
 QE1757'
 QE1757'R.P. 2 BROWNSVILLE NO.2 1945 GOOD
 QE1757
 QE1757                          STATION RECOVERY (1979)
 QE1757
 QE1757'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 QE1757'THE STATION, AND REFERENCE MARK 2, WERE RECOVERED IN GOOD
 QE1757'CONDITION.  REFERENCE MARK 1 WAS SEARCHED FOR BUT NOT FOUND.  SOME
 QE1757'SMALL PIECES OF CONCRETE WERE FOUND WHERE RM 1 SHOULD HAVE BEEN.  THE
 QE1757'AZIMUTH MARK WAS SEARCHED FOR BUT NOT RECOVERED.  IT IS BELIEVED LOST
 QE1757'AS THE ROAD WAS WIDENED AND PAVED IN THE AREA OF THE MARK.  REFERENCE
 QE1757'MARK 3 AND A NEW AZIMUTH MARK WERE SET AT THIS TIME.  A NEW
 QE1757'DESCRIPTION FOLLOWS.
 QE1757'
 QE1757'THE STATION IS LOCATED ON A HILL, WHICH IS COVERED BY TIMBER ON THE
 QE1757'NORTH AND BRUSH ON THE SOUTH.  THE HILL EXTENDS INTO A RIDGE WHICH
 QE1757'REACHES A HIGHER ELEVATION ABOUT 0.5 MILE EAST OF THE STATION.  IT IS
 QE1757'ABOUT 3.5 MILES NORTH OF BROWNSVILLE.  THE HILL HAS BEEN SUB-DIVIDED
 QE1757'INTO LOTS.
 QE1757'
 QE1757'TO REACH THE STATION FROM THE CITY HALL AND FIRE DEPARTMENT GO NORTH
 QE1757'ON MAIN STREET, BROWNSVILLE-SODAVILLE HIGHWAY, FOR 3.7 MILES TO A
 QE1757'ROAD RIGHT, TURN RIGHT ON WASBURN HEIGHTS DRIVE AND GO 0.8 MILE TO A
 QE1757'ROAD FORK, TAKE RIGHT FORK, STILL WASBURN HEIGHTS DRIVE, AND GO 0.6
 QE1757'MILES TO THE TOP OF THE HILL AND THE STATION ABOUT 100 FEET ON THE
 QE1757'LEFT.
 QE1757'
 QE1757'THE STATION IS A STANDARD US COAST AND GEODETIC SURVEY (NOW NOS) DISK
 QE1757'STAMPED---BROWNSVILLE 1945---SET INTO ROCK OUTCROP IT IS ABOUT 5
 QE1757'INCHES BELOW THE GROUND, AND ABOUT 100 FEET SOUTH-SOUTHWEST OF AND
 QE1757'ABOUT 6 FEET LOWER THAN THE HIGHEST PART OF THE HILL.  IT IS LOCATED
 QE1757'32.0 METERS (105 FEET) N FROM THE CENTERLINE OF A PAVED PARKING AREA,
 QE1757'2.56 METERS (8.4 FEET) S FROM A METAL WITNESS POST, AND 15.73 METERS
 QE1757'(51.6 FEET) ENE FROM A LONE PINE TREE WITH A BLAZE.
 QE1757'
 QE1757'REFERENCE MARK NO. 2 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 QE1757'NOS) DISK STAMPED---BROWNSVILLE 1945 NO 2---SET INTO ROCK OUTCROP
 QE1757'THE MARK IS FLUSH WITH THE GROUND AND IS ON THE HIGHEST PART OF
 QE1757'THE HILL.  IT IS LOCATED 18.3 METERS (60 FEET) NNE FROM A METAL
 QE1757'WITNESS POST, 26.5 METERS (87 FEET) NE FROM A PINE TREE WITH A BLAZE
 QE1757'ON IT, AND 1.5 METERS (5 FEET) HIGHER THAN THE STATION.
 QE1757'
 QE1757'REFERENCE MARK NO. 3 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 QE1757'STAMPED---BROWNSVILLE 1945 NO 3 1979---SET INTO THE TOP OF A
 QE1757'BOULDER OF 0.6 METER (2 FEET) LARGEST DIMENSION LOCATED 10.1 METERS
 QE1757'(33 FEET) NE FROM A LONE 20 INCH IN DIAMETER PINE TREE WITH A BLAZE,
 QE1757'6.64 METERS (21.8 FEET) NW FROM A METAL WITNESS POST, AND 0.6 METER
 QE1757'(2 FEET) HIGHER THAN THE STATION.
 QE1757'
 QE1757'AZIMUTH MARK NO. 2 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 QE1757'STAMPED---BROWNSVILLE 1945 1979---SET INTO THE TOP OF A ROUND
 QE1757'CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND
 QE1757'LOCATED 4.0 METERS (13 FEET) S FROM THE CENTERLINE OF A PAVED ROAD,
 QE1757'1.77 METERS (5.8 FEET) N FROM A FENCE LINE, 1.34 METERS (4.4 FEET) E
 QE1757'FROM A POWER POLE NUMBER LS 126-L 85, AND 0.76 METER (2.5 FEET) W
 QE1757'FROM A METAL WITNESS POST.
 QE1757'
 QE1757'TO REACH THE AZIMUTH MARK FROM THE STATION GO BACK DOWN THE HILL 1.4
 QE1757'MILES TURN LEFT ON THE SODAVILLE-BROWNSVILLE HIGHWAY AND GO 1.85
 QE1757'MILES TURN RIGHT ON FORRY DRIVE AND GO 0.6 MILES TO THE AZIMUTH MARK
 QE1757'ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1810 ***********************************************************************
 QE1810  DESIGNATION -  BRUCE
 QE1810  PID         -  QE1810
 QE1810  STATE/COUNTY-  OR/MARION
 QE1810  USGS QUAD   -  STAYTON (1986)
 QE1810
 QE1810                         *CURRENT SURVEY CONTROL
 QE1810  ___________________________________________________________________
 QE1810* NAD 83(1991)-  44 51 55.58487(N)    122 50 19.22378(W)     ADJUSTED  
 QE1810* NAVD 88     -       152.     (meters)     499.     (feet)  VERTCON   
 QE1810  ___________________________________________________________________
 QE1810  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 QE1810  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 QE1810  HORZ ORDER  -  SECOND
 QE1810
 QE1810.The horizontal coordinates were established by classical geodetic methods
 QE1810.and adjusted by the National Geodetic Survey in October 1991.
 QE1810
 QE1810.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE1810.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE1810
 QE1810.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE1810
 QE1810.The geoid height was determined by GEOID03.
 QE1810
 QE1810;                    North         East     Units Scale Factor Converg.
 QE1810;SPC OR N     -   135,884.080 2,315,214.640   MT  0.99990852   -1 39 30.8
 QE1810;SPC OR N     -   445,813.91  7,595,848.56   iFT  0.99990852   -1 39 30.8
 QE1810;UTM  10      - 4,968,015.351   512,744.740   MT  0.99960200   +0 06 49.7
 QE1810
 QE1810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE1810!SPC OR N     -   0.99997978  x   0.99990852  =   0.99988830
 QE1810!UTM  10      -   0.99997978  x   0.99960200  =   0.99958179
 QE1810
 QE1810:                Primary Azimuth Mark                     Grid Az
 QE1810:SPC OR N     -  EARL=ROAD 867 STA 44+26.13 PI            270 42 51.2
 QE1810:UTM  10      -  EARL=ROAD 867 STA 44+26.13 PI            268 56 30.7
 QE1810
 QE1810|---------------------------------------------------------------------|
 QE1810| PID    Reference Object                     Distance      Geod. Az  |
 QE1810|                                                           dddmmss.s |
 QE1810| CE1453 EARL=ROAD 867 STA 44+26.13 PI                      2690320.4 |
 QE1810|---------------------------------------------------------------------|
 QE1810
 QE1810                          SUPERSEDED SURVEY CONTROL
 QE1810
 QE1810  NAD 83(1986)-  44 51 55.60745(N)    122 50 19.24052(W) AD(       ) 2
 QE1810  NAD 27      -  44 51 56.16931(N)    122 50 14.91676(W) AD(       ) 2
 QE1810  NGVD 29 (07/19/86)  151.     (m)          495.     (f) VERT ANG    3  
 QE1810
 QE1810.Superseded values are not recommended for survey control.
 QE1810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1810.See file dsdata.txt to determine how the superseded data were derived.
 QE1810
 QE1810_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ1274568015(NAD 83)
 QE1810_MARKER: Z = SEE DESCRIPTION
 QE1810_SETTING: 0 = UNSPECIFIED SETTING
 QE1810
 QE1810  HISTORY     - Date     Condition        Report By
 QE1810  HISTORY     - 1972     MONUMENTED       OR-047
 QE1810
 QE1810                          STATION DESCRIPTION
 QE1810
 QE1810'DESCRIBED BY MARION COUNTY OREGON 1972 (ADG)
 QE1810'THE STATION IS LOCATED ABOUT 3.5 MILES NORTHWEST OF THE
 QE1810'CITY OF SUBLIMITY AND SITUATED IN THE N.E. 1/4 OF THE N.W. 1/4
 QE1810'OF SECTION 20, TOWNSHIP 8 SOUTH, RANGE 1 WEST, WILLAMETTE
 QE1810'MERIDIAN, MARION COUNTY, OREGON.
 QE1810'
 QE1810'TO REACH THE STATION FROM THE POST OFFICE IN DOWNTOWN SUBLIMITY,
 QE1810'(AT CENTER AND CHURCH ST.) GO NORTH ON CENTER STREET AND MARKET
 QE1810'ROAD NO. 42 FOR 2.6 MILES TO STATE HIGHWAY NO. 214 (SILVER
 QE1810'FALLS HIGHWAY).  TURN LEFT (WEST) AND GO FOR 2.4 MILES TO A
 QE1810'PROMINENT 3-WAY INTERSECTION WITH COUNTY ROAD NO. 867.  MARK
 QE1810'IS AT APPROXIMATE CENTER OF INTERSECTION AND IS ALSO THE
 QE1810'EASTERLY TERMINUS POINT OF SAID COUNTY ROAD NO. 867 AS WELL
 QE1810'AS BEING THE MOST EASTERLY SOUTHEAST CORNER OF THE H. J. GEER
 QE1810'DONATION LAND CLAIM NO. 51.  A GEODETIC MARKER POST BEARS
 QE1810'SOUTH 25 FEET.
 QE1810'
 QE1810'THE STATION MARK IS A MARION COUNTY BRASS DISK STAMPED MARION
 QE1810'COUNTY.  T8S, R1W.  E.S.E. COR. D.L.C. 51, SET IN THE TOP OF
 QE1810'AN 8 INCH CYLINDRICAL CONCRETE POST AND 7 INCHES BELOW THE
 QE1810'SURFACE OF THE PAVEMENT.  A MARION COUNTY CAST IRON BOX ENCASES
 QE1810'THE TOP OF THE CONCRETE POST AND HAS A METAL COVER EMBOSSED WITH
 QE1810'THE WORDS MARION COUNTY MONUMENT.  THERE IS NO UNDERGROUND
 QE1810'STATION MARK FOR THIS STATION.
 QE1810'
 QE1810'AZIMUTH MARK IS STATION EARL WHICH IS 0.45 MILE WEST OF STATION
 QE1810'BRUCE AND IS A CONUNT MONUMENT CONCRETE POST AND IS P.I. STATION
 QE1810'44+26.13 OF SAID COUNTY ROAD NO. 867.  POINT IS THE P.I. OF
 QE1810'THE FIRST CURVE WEST OF STATION BRUCE AND IS COVERED FROM VIEW
 QE1810'BY WILD BLACKBERRY VINES.  THE AZIMUTH MARK IS A MARION COUNTY
 QE1810'BRASS DISK STAMPED MARION COUNTY.  T8S,
 QE1810'R1W.  C.R. 867.  P.I. 44+26.13, SET IN THE TOP OF A 6 INCH
 QE1810'CYLINDRICAL POST AND STANDING 9 INCHES ABOVE THE GROUND WITH A
 QE1810'GEODETIC MARKER POST BESIDE.  THERE IS NO UNDERGROUND STATION
 QE1810'MARK FOR THIS AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA1397 ***********************************************************************
 RA1397  DESIGNATION -  BRUMBACK
 RA1397  PID         -  RA1397
 RA1397  STATE/COUNTY-  OR/WALLOWA
 RA1397  USGS QUAD   -  FINDLEY BUTTES (1990)
 RA1397
 RA1397                         *CURRENT SURVEY CONTROL
 RA1397  ___________________________________________________________________
 RA1397* NAD 83(1991)-  45 32 43.94205(N)    116 59 33.17996(W)     ADJUSTED  
 RA1397* NAVD 88     -      1674.4    (meters)    5493.     (feet)  VERTCON   
 RA1397  ___________________________________________________________________
 RA1397  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 RA1397  GEOID HEIGHT-         -15.96  (meters)                     GEOID03
 RA1397  HORZ ORDER  -  FIRST
 RA1397
 RA1397.The horizontal coordinates were established by classical geodetic methods
 RA1397.and adjusted by the National Geodetic Survey in October 1991.
 RA1397
 RA1397.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1397.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1397
 RA1397.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1397
 RA1397.The geoid height was determined by GEOID03.
 RA1397
 RA1397;                    North         East     Units Scale Factor Converg.
 RA1397;SPC OR N     -   214,729.654 2,773,805.435   MT  0.99991618   +2 29 14.8
 RA1397;SPC OR N     -   704,493.62  9,100,411.53   iFT  0.99991618   +2 29 14.8
 RA1397;UTM  11      - 5,043,555.853   500,581.576   MT  0.99960000   +0 00 19.1
 RA1397
 RA1397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1397!SPC OR N     -   0.99974007  x   0.99991618  =   0.99965627
 RA1397!UTM  11      -   0.99974007  x   0.99960000  =   0.99934017
 RA1397
 RA1397:                Primary Azimuth Mark                     Grid Az
 RA1397:SPC OR N     -  BRUMBACK AZ MK                           001 50 57.7
 RA1397:UTM  11      -  BRUMBACK AZ MK                           004 19 53.4
 RA1397
 RA1397|---------------------------------------------------------------------|
 RA1397| PID    Reference Object                     Distance      Geod. Az  |
 RA1397|                                                           dddmmss.s |
 RA1397| CH6527 BRUMBACK AZ MK                                     0042012.5 |
 RA1397| RA1398 ZUMWALT ASTRO                       APPROX. 6.5 KM 0064506.3 |
 RA1397| CH6528 BRUMBACK RM 1                        12.637 METERS 15235     |
 RA1397| CH6529 BRUMBACK RM 2                         7.897 METERS 24039     |
 RA1397| RA1399 BRUMBACK CAIRN                       22.517 METERS 31556     |
 RA1397|---------------------------------------------------------------------|
 RA1397
 RA1397                          SUPERSEDED SURVEY CONTROL
 RA1397
 RA1397  NAD 83(1986)-  45 32 43.94329(N)    116 59 33.17330(W) AD(       ) 1
 RA1397  NAD 27      -  45 32 44.38775(N)    116 59 29.60731(W) AD(       ) 1
 RA1397  NGVD 29 (07/19/86) 1673.1    (m)         5489.     (f) VERT ANG    3  
 RA1397
 RA1397.Superseded values are not recommended for survey control.
 RA1397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1397.See file dsdata.txt to determine how the superseded data were derived.
 RA1397
 RA1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL0058243556(NAD 83)
 RA1397_MARKER: Z = SEE DESCRIPTION
 RA1397_SETTING: 0 = UNSPECIFIED SETTING
 RA1397_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RA1397
 RA1397  HISTORY     - Date     Condition        Report By
 RA1397  HISTORY     - 1945     MONUMENTED       CGS
 RA1397  HISTORY     - 1946     SEE DESCRIPTION  CGS
 RA1397  HISTORY     - 1954     GOOD             USGS
 RA1397  HISTORY     - 1976     GOOD             NGS
 RA1397
 RA1397                          STATION DESCRIPTION
 RA1397
 RA1397'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JTJ)
 RA1397'THE STATION IS LOCATED 16 MILES NE OF ENTERPRISE, 6 MILES S AND 1
 RA1397'MILE W OF ZUMWALT, ON THE NE AND HIGHEST POINT OF FINDLEY BUTTES,
 RA1397'123 FEET S OF THE SE CORNER OF AN OLD ABANDONED LOOKOUT HOUSE.
 RA1397'
 RA1397'STATION MARK IS A BRONZE TRAVERSE DISK SET FLUSH IN OUTCROPPING
 RA1397'ROCK ABOUT 7 FEET IN LENGTH AND 3 FEET IN WIDTH.  IT IS STAMPED
 RA1397'BRUMBACK 1944 AND PROJECTS 8 INCHES.
 RA1397'
 RA1397'REFERENCE MARK 1 IS 41.46 FEET SE OF THE STATION.  IT IS A BRONZE
 RA1397'REFERENCE DISK STAMPED BRUMBACK NO 1 1945 AND PROJECTS 6 INCHES.  IT
 RA1397'IS SET IN OUTCROPPING BEDROCK.
 RA1397'
 RA1397'REFERENCE MARK 2 IS 25.91 FEET SW OF THE STATION.  IT IS A BRONZE
 RA1397'REFERENCE DISK STAMPED BRUMBACK NO 2 1945 AND PROJECTS 4 INCHES.  IT
 RA1397'IS SET IN OUTCROPPING BEDROCK.
 RA1397'
 RA1397'THE AZIMUTH MARK IS APPROXIMATELY 2-1/2 MILES, AIRLINE, N OF THE
 RA1397'STATION.  IT IS SITUATED NEAR AN E-W SECTION-LINE FENCE, 10 FEET
 RA1397'W OF A FENCE CORNER, AND 30 FEET E OF THE APPROXIMATE CENTER OF
 RA1397'THE ROAD.  IT IS A BRONZE AZIMUTH DISK STAMPED BRUMBACK 1945 AND
 RA1397'PROJECTS 7 INCHES.  IT IS SET IN OUTCROPPING BEDROCK.
 RA1397'
 RA1397'TO REACH THE STATION FROM THE ENTERPRISE POST OFFICE, GO S ON
 RA1397'STATE HIGHWAY 82 FOR 3.3 MILES TO A FORK AND A ROAD SIGN BUCKHORN
 RA1397'SPS 35, BILLY MEADOW R.S., RED HILL L.O., TAKE THE LEFT FORK AND
 RA1397'GO 1.15 MILES TO A FORK, TAKE THE RIGHT FORK AND GO 2.8 MILES TO A
 RA1397'T-INTERSECTION AND A SIGN RED HILL L.O., 26 CHICO, 21 ZUMWALT.
 RA1397'TURN LEFT AND GO 0.25 MILE, THENCE RIGHT FOR 1.0 MILE TO A FORK,
 RA1397'TAKE THE RIGHT FORK AND GO 9.5 MILES TO A SIDE ROAD RIGHT AND A
 RA1397'SIGN ENTERPRISE 16, ZUMWALT 10, IMNAHA 16.  CONTINUE STRAIGHT
 RA1397'AHEAD FOR 3.55 MILES TO A PRIVATE ROAD RIGHT AND A MAIL BOX ON
 RA1397'THE RIGHT.  TURN RIGHT AND GO 0.3 MILE TO THE SECOND
 RA1397'RANCH HOUSE.  CONTINUE STRAIGHT AHEAD FOR 0.4 MILE TO
 RA1397'A T-INTERSECTION OF FENCES AND A GATE.  PASS THROUGH GATE AND
 RA1397'MAKE A U-TURN PASS THROUGH ANOTHER GATE.  FROM THIS POINT
 RA1397'FOLLOW DIM ROAD UP THE HILL TO THE HIGHEST POINT AND THE STATION
 RA1397'AS DESCRIBED.
 RA1397'
 RA1397'TO REACH THE AZIMUTH MARK FROM THE ENTRANCE TO THE RANCH, GO N
 RA1397'TOWARDS ZUMWALT FOR 2.8 MILES TO THE MARK ON THE RIGHT.
 RA1397'
 RA1397'HEIGHT OF LIGHT ABOVE STATION MARK 0 METERS.
 RA1397
 RA1397                          STATION RECOVERY (1946)
 RA1397
 RA1397'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (JTJ)
 RA1397'NO TEXT AVAILABLE.
 RA1397
 RA1397                          STATION RECOVERY (1954)
 RA1397
 RA1397'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 RA1397'RECOVERED AS DESCRIBED BY NGS.  ALL MARKS IN GOOD CONDITION.
 RA1397
 RA1397                          STATION RECOVERY (1976)
 RA1397
 RA1397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (WFP)
 RA1397'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE FOUND IN GOOD
 RA1397'CONDITION.  THE AZIMUTH MARK WAS FOUND DESTROYED.  THE ORIGINAL
 RA1397'DESCRIPTION IS ADEQUATE TO REACH THE STATION.
 RA1397'
 RA1397'THE STATION WAS USED AS A CHECK ANGLE FOR GEOCEIVER STATION 51160.
 RA1397'
 RA1397'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--16 MILES NE OF
 RA1397'ENTERPRISE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA1447 ***********************************************************************
 RA1447  DESIGNATION -  BRUMBACK
 RA1447  PID         -  RA1447
 RA1447  STATE/COUNTY-  OR/WALLOWA
 RA1447  USGS QUAD   -  FINDLEY BUTTES (1990)
 RA1447
 RA1447                         *CURRENT SURVEY CONTROL
 RA1447  ___________________________________________________________________
 RA1447* NAD 83(1986)-  45 32 45.     (N)    116 59 34.     (W)     SCALED    
 RA1447* NAVD 88     -      1673.27   (+/-2cm)    5489.7    (feet)  VERTCON   
 RA1447  ___________________________________________________________________
 RA1447  GEOID HEIGHT-         -15.96  (meters)                     GEOID03
 RA1447  VERT ORDER  -  THIRD ? (See Below)
 RA1447
 RA1447.The horizontal coordinates were scaled from a topographic map and have
 RA1447.an estimated accuracy of +/- 6 seconds.
 RA1447
 RA1447.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1447.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1447.The vertical order pertains to the NGVD 29 superseded value.
 RA1447
 RA1447.The geoid height was determined by GEOID03.
 RA1447
 RA1447;                    North         East    Units  Estimated Accuracy
 RA1447;SPC OR N     -   214,760.    2,773,790.      MT  (+/- 180 meters Scaled)
 RA1447
 RA1447                          SUPERSEDED SURVEY CONTROL
 RA1447
 RA1447  NGVD 29 (07/19/86) 1672.00   (m)         5485.6    (f) LEVELING    3  
 RA1447
 RA1447.Superseded values are not recommended for survey control.
 RA1447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1447.See file dsdata.txt to determine how the superseded data were derived.
 RA1447
 RA1447_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL005435(NAD 83)
 RA1447
 RA1447  HISTORY     - Date     Condition        Report By
 RA1447  HISTORY     - 1902     MONUMENTED       USGS
 RA1447  HISTORY     - 1936     SEE DESCRIPTION  USFS
 RA1447
 RA1447                          STATION DESCRIPTION
 RA1447
 RA1447'DESCRIBED BY US FOREST SERVICE 1936
 RA1447'ON HIGHEST OF FINDLEY BUTTES, 16 MILES AIR LINE NE OF ENTERPRISE,
 RA1447'AND VERY CLOSE TO FOREST SERVICE LOOKOUT HOUSE.  MARKED BY
 RA1447'U.S.G.S. DISK IN SOLID ROCK, UNDER CAIRN 9 FEET HIGH.  CAIRN
 RA1447'REPORTED IN GOOD CONDITION IN 1935 AND STATION MARK NOT UNCOVERED
 RA1447'AT THAT TIME.  REACHED FROM ENTERPRISE BY COUNTY AND FOREST ROADS
 RA1447'ACCORDING TO DIRECTIONS WHICH MAY BE OBTAINED FROM FOREST
 RA1447'SERVICE OFFICE.  STATION IS ON NORTHWESTERLY PROMINENT BALD
 RA1447'BUTTE OF GROUP.  IN 1936 IT WAS REPORTED THAT DISK WAS
 RA1447'17.22 METERS (56.5 FEET) SE OF CENTER OF LOOKOUT HOUSE IN
 RA1447'AZIMUTH 339 DEG 25 MIN, DETERMINED BY FOREST SERVICE.
 RA1447'
 RA1447'U.S.C. AND G.S. 1935 RECONNAISSANCE CALLS FOR U.S.C. AND
 RA1447'G.S. STATION TO BE ESTABLISHED ABOUT 65 FEET NW OF U.S.G.S. STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA1400 ***********************************************************************
 RA1400  DESIGNATION -  BRUMBACK
 RA1400  PID         -  RA1400
 RA1400  STATE/COUNTY-  OR/WALLOWA
 RA1400  USGS QUAD   -  FINDLEY BUTTES (1990)
 RA1400
 RA1400                         *CURRENT SURVEY CONTROL
 RA1400  ___________________________________________________________________
 RA1400* NAD 83(1991)-  45 32 44.48469(N)    116 59 33.93406(W)     ADJUSTED  
 RA1400* NAVD 88     -      1674.     (meters)    5492.     (feet)  SCALED    
 RA1400  ___________________________________________________________________
 RA1400  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 RA1400  GEOID HEIGHT-         -15.96  (meters)                     GEOID03
 RA1400  HORZ ORDER  -  SECOND
 RA1400
 RA1400.The horizontal coordinates were established by classical geodetic methods
 RA1400.and adjusted by the National Geodetic Survey in October 1991.
 RA1400
 RA1400.The orthometric height was scaled from a topographic map.
 RA1400
 RA1400.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1400
 RA1400.The geoid height was determined by GEOID03.
 RA1400
 RA1400;                    North         East     Units Scale Factor Converg.
 RA1400;SPC OR N     -   214,745.680 2,773,788.366   MT  0.99991620   +2 29 14.2
 RA1400;SPC OR N     -   704,546.19  9,100,355.53   iFT  0.99991620   +2 29 14.2
 RA1400;UTM  11      - 5,043,572.598   500,565.222   MT  0.99960000   +0 00 18.6
 RA1400
 RA1400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1400!SPC OR N     -   0.99974008  x   0.99991620  =   0.99965631
 RA1400!UTM  11      -   0.99974008  x   0.99960000  =   0.99934019
 RA1400
 RA1400                          SUPERSEDED SURVEY CONTROL
 RA1400
 RA1400  NAD 83(1986)-  45 32 44.48593(N)    116 59 33.92740(W) AD(       ) 2
 RA1400  NAD 27      -  45 32 44.93040(N)    116 59 30.36137(W) AD(       ) 2
 RA1400
 RA1400.Superseded values are not recommended for survey control.
 RA1400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1400.See file dsdata.txt to determine how the superseded data were derived.
 RA1400
 RA1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL0056543573(NAD 83)
 RA1400
 RA1400  HISTORY     - Date     Condition        Report By
 RA1400  HISTORY     - 1946     MONUMENTED       USGS
 RA1400
 RA1400                          STATION DESCRIPTION
 RA1400
 RA1400'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 RA1400'SEE STATION BRUMBACK
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA1399 ***********************************************************************
 RA1399  DESIGNATION -  BRUMBACK CAIRN
 RA1399  PID         -  RA1399
 RA1399  STATE/COUNTY-  OR/WALLOWA
 RA1399  USGS QUAD   -  FINDLEY BUTTES (1990)
 RA1399
 RA1399                         *CURRENT SURVEY CONTROL
 RA1399  ___________________________________________________________________
 RA1399* NAD 83(1991)-  45 32 44.46609(N)    116 59 33.90190(W)     ADJUSTED  
 RA1399* NAVD 88     -      1674.     (meters)    5492.     (feet)  SCALED    
 RA1399  ___________________________________________________________________
 RA1399  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 RA1399  GEOID HEIGHT-         -15.96  (meters)                     GEOID03
 RA1399  HORZ ORDER  -  THIRD
 RA1399
 RA1399.The horizontal coordinates were established by classical geodetic methods
 RA1399.and adjusted by the National Geodetic Survey in October 1991.
 RA1399
 RA1399.The orthometric height was scaled from a topographic map.
 RA1399
 RA1399.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1399
 RA1399.The geoid height was determined by GEOID03.
 RA1399
 RA1399;                    North         East     Units Scale Factor Converg.
 RA1399;SPC OR N     -   214,745.136 2,773,789.088   MT  0.99991620   +2 29 14.3
 RA1399;SPC OR N     -   704,544.41  9,100,357.90   iFT  0.99991620   +2 29 14.3
 RA1399;UTM  11      - 5,043,572.024   500,565.920   MT  0.99960000   +0 00 18.6
 RA1399
 RA1399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1399!SPC OR N     -   0.99974008  x   0.99991620  =   0.99965631
 RA1399!UTM  11      -   0.99974008  x   0.99960000  =   0.99934019
 RA1399
 RA1399                          SUPERSEDED SURVEY CONTROL
 RA1399
 RA1399  NAD 83(1986)-  45 32 44.46733(N)    116 59 33.89524(W) AD(       ) 4
 RA1399  NAD 27      -  45 32 44.91180(N)    116 59 30.32921(W) AD(       ) 3
 RA1399
 RA1399.Superseded values are not recommended for survey control.
 RA1399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1399.See file dsdata.txt to determine how the superseded data were derived.
 RA1399
 RA1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL0056643572(NAD 83)
 RA1399
 RA1399  HISTORY     - Date     Condition        Report By
 RA1399  HISTORY     - 1945     MONUMENTED       USGS
 RA1399
 RA1399                          STATION DESCRIPTION
 RA1399
 RA1399'DESCRIBED BY US GEOLOGICAL SURVEY 1945
 RA1399'SEE STATION BRUMBACK
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2296 ***********************************************************************
 RD2296  DESIGNATION -  BRUSH RESET
 RD2296  PID         -  RD2296
 RD2296  STATE/COUNTY-  OR/MULTNOMAH
 RD2296  USGS QUAD   -  WASHOUGAL (1994)
 RD2296
 RD2296                         *CURRENT SURVEY CONTROL
 RD2296  ___________________________________________________________________
 RD2296* NAD 83(1991)-  45 32 06.16418(N)    122 19 50.45397(W)     ADJUSTED  
 RD2296* NAVD 88     -       208.     (meters)     682.     (feet)  SCALED    
 RD2296  ___________________________________________________________________
 RD2296  LAPLACE CORR-           4.10  (seconds)                    DEFLEC99
 RD2296  GEOID HEIGHT-         -22.55  (meters)                     GEOID03
 RD2296  HORZ ORDER  -  THIRD
 RD2296
 RD2296.The horizontal coordinates were established by classical geodetic methods
 RD2296.and adjusted by the National Geodetic Survey in October 1991.
 RD2296
 RD2296.The orthometric height was scaled from a topographic map.
 RD2296
 RD2296.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2296
 RD2296.The geoid height was determined by GEOID03.
 RD2296
 RD2296;                    North         East     Units Scale Factor Converg.
 RD2296;SPC OR N     -   209,238.900 2,357,030.649   MT  0.99991500   -1 17 53.9
 RD2296;SPC OR N     -   686,479.33  7,733,040.19   iFT  0.99991500   -1 17 53.9
 RD2296;SPC WA S     -    24,080.386   357,007.525   MT  1.00008093   -1 19 47.3
 RD2296;SPC WA S     -    79,003.73  1,171,282.19   sFT  1.00008093   -1 19 47.3
 RD2296;UTM  10      - 5,042,607.830   552,259.230   MT  0.99963358   +0 28 39.7
 RD2296
 RD2296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2296!SPC OR N     -   0.99997092  x   0.99991500  =   0.99988592
 RD2296!SPC WA S     -   0.99997092  x   1.00008093  =   1.00005185
 RD2296!UTM  10      -   0.99997092  x   0.99963358  =   0.99960451
 RD2296
 RD2296:                Primary Azimuth Mark                     Grid Az
 RD2296:SPC OR N     -  DUNCAN                                   049 44 39.4
 RD2296:SPC WA S     -  DUNCAN                                   049 46 32.8
 RD2296:UTM  10      -  DUNCAN                                   047 58 05.8
 RD2296
 RD2296|---------------------------------------------------------------------|
 RD2296| PID    Reference Object                     Distance      Geod. Az  |
 RD2296|                                                           dddmmss.s |
 RD2296| RD2269 DUNCAN                              APPROX. 5.4 KM 0482645.5 |
 RD2296| CE2348 BRUSH RM 1                            8.674 METERS 24132     |
 RD2296| CE2349 BRUSH RM 2                            6.712 METERS 33435     |
 RD2296|---------------------------------------------------------------------|
 RD2296
 RD2296                          SUPERSEDED SURVEY CONTROL
 RD2296
 RD2296  NAD 83(1986)-  45 32 06.17765(N)    122 19 50.45989(W) AD(       ) 3
 RD2296  NAD 27      -  45 32 06.73693(N)    122 19 46.12979(W) AD(       ) 3
 RD2296
 RD2296.Superseded values are not recommended for survey control.
 RD2296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2296.See file dsdata.txt to determine how the superseded data were derived.
 RD2296
 RD2296_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER5225942608(NAD 83)
 RD2296
 RD2296  HISTORY     - Date     Condition        Report By
 RD2296  HISTORY     - 1901     MONUMENTED       CGS
 RD2296  HISTORY     - 1938     SEE DESCRIPTION  CGS
 RD2296  HISTORY     - 1946     SEE DESCRIPTION  CGS
 RD2296  HISTORY     - 1946     SEE DESCRIPTION  CGS
 RD2296  HISTORY     - 1951     SEE DESCRIPTION  CGS
 RD2296  HISTORY     - 1956     SEE DESCRIPTION  CGS
 RD2296
 RD2296                          STATION DESCRIPTION
 RD2296
 RD2296'DESCRIBED BY COAST AND GEODETIC SURVEY 1901 (FM)
 RD2296'ON THE NE POINT OF A RIDGE ON A HIGH HILL ABOUT 1-1/2 MILES BELOW
 RD2296'CORBETT STATION.  A LEVEL BENCH WAS GRADED FOR THE SIGNAL AND THIS IS
 RD2296'PROBABLY THE BEST INDICATION OF THE GENERAL LOCALITY.  THE STATION
 RD2296'IS MARKED BY A WIDE-MOUTHED BOTTLE WITH A GLASS TOP SECURED BY A
 RD2296'METAL SCREW SET 2 FEET BELOW THE SURFACE.  THERE ARE THREE WITNESS
 RD2296'STUBS WITH COPPER TACKS DISTANT 1.83 METERS E, W, AND S OF THE
 RD2296'STATION.
 RD2296
 RD2296                          STATION RECOVERY (1938)
 RD2296
 RD2296'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (WMS)
 RD2296'RECOVERED AND RE-MARKED.  STATION IS LOCATED ABOUT 1.8 MILES W OF
 RD2296'CORBETT STATION, OREGON, AND 3/4 MILE S OF THE COLUMBIA RIVER ON
 RD2296'THE NE POINT OF A BRUSH-COVERED RIDGE OF A HIGH HILL ON PROPERTY
 RD2296'ADJOINING THAT OF A MR. HENRY FRENSBACKER.  IT IS ABOUT 100 FEET
 RD2296'LOWER IN ELEVATION THAN MR. FRENSBACKERS HOUSE AND THE TOP OF RIDGE
 RD2296'AND 200 YARDS NE OF THE HOUSE.
 RD2296'
 RD2296'STATION WAS RE-MARKED AS FOLLOWS--SURFACE MARK IS A STANDARD DISK
 RD2296'SET IN CONCRETE IN 4-FOOT LENGTH OF 4-INCH CAST-IRON SOIL PIPE
 RD2296'EXTENDING 6 INCHES ABOVE SURFACE.
 RD2296'
 RD2296'UNDERGROUND MARK IS A STANDARD DISK SET IN CONCRETE IN 1-FOOT LENGTH
 RD2296'OF 4-INCH CAST-IRON SOIL PIPE 4 FEET BELOW SURFACE OF GROUND.
 RD2296'
 RD2296'REFERENCE MARKS NO.1 AND NO.2 ARE STANDARD DISKS SET IN CONCRETE IN
 RD2296'2 1/2-FOOT LENGTHS OF 4-INCH CAST-IRON SOIL PIPE EXTENDING 4
 RD2296'INCHES ABOVE SURFACE.
 RD2296'
 RD2296'STATION IS REACHED FROM TROUTDALE AS FOLLOWS--GO E ON U.S. HIGHWAY
 RD2296'30, 1.4 MILES, TURN LEFT UP GRADE TO SIGN WOODARD ROAD.  FOLLOW
 RD2296'WOODARD ROAD 1.3 MILES.  TURN LEFT ON OGDEN ROAD.  GO 0.2 MILE.
 RD2296'TURN RIGHT ONTO MERSHON ROAD.  GO 0.4 MILE.  TAKE LEFT FORK.
 RD2296'FOLLOW WAND ROAD 0.7 MILE.  TURN RIGHT.  GO 0.2 MILE.  TURN LEFT.
 RD2296'GO 0.1 MILE TO MR. FRENSBACKERS HOUSE AND END OF TRUCK TRAVEL.
 RD2296
 RD2296                          STATION RECOVERY (1946)
 RD2296
 RD2296'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAE)
 RD2296'THE STATION WAS RECOVERED AS DESCRIBED BY W.M.S. IN 1938, EXCEPT
 RD2296'FOR THE FOLLOWING AMENDMENT--
 RD2296'
 RD2296'THE DISTANCES TO THE REFERENCE MARKS ARE IN METERS.
 RD2296
 RD2296                          STATION RECOVERY (1946)
 RD2296
 RD2296'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (EHB)
 RD2296'ON THE NE POINT OF A RIDGE ON A HIGH HILL DENSELY COVERED WITH BRUSH,
 RD2296'ABOUT 1.8 MILES W OF CORBETT STATION, OREGON, AND 3/4 MILE S OF THE
 RD2296'COLUMBIA RIVER ON PROPERTY ADJOINING THAT OF MR. HENRY
 RD2296'FERNSBACKER.  IT IS ABOUT 100 FEET LOWER IN ELEVATION THAN THAT OF
 RD2296'MR. FERNSBACKERS HOUSE AND AT THE TOP OF A RIDGE, AND ABOUT 200 YARDS
 RD2296'NE OF THE HOUSE.  UNDERGROUND MARK WAS SET IN 1938.  SURFACE MARK
 RD2296'IS LENGTH OF CAST-IRON PIPE 4 INCHES IN DIAMETER FILLED WITH
 RD2296'CONCRETE, WITH A BRONZE DISK STAMPED BRUSH 1901-1938 SET IN THE TOP
 RD2296'OF PIPE IN A DUG-OUT DEPRESSION.  OLD OBSERVATION STAND AND THE
 RD2296'DUG-OUT DEPRESSION WERE STILL IN PLACE IN 1946.
 RD2296'
 RD2296'REFERENCE MARK 1 IS A BRONZE DISK STAMPED BRUSH NO. 1 1901 1938
 RD2296'AND IS SET IN THE TOP OF 4-INCH CAST-IRON PIPE, 8.6745 METERS
 RD2296'(28.460 FEET) SW BY W OF STATION MARK.  REFERENCE MARK 2 IS A BRONZE
 RD2296'DISK STAMPED BRUSH NO. 2 1901-1938 AND IS SET IN THE TOP OF 4-INCH
 RD2296'DIAMETER CAST-IRON PIPE, 6.7125 METERS (22.022 FEET) NW BY N OF THE
 RD2296'STATION MARK.
 RD2296'
 RD2296'STATION IS REACHED FROM TROUTDALE AS FOLLOWS--GO E ON U.S. HIGHWAY 30
 RD2296'1.4 MILES, TURN LEFT UPGRADE TO SIGN WOODWARD ROAD, FOLLOW WOODWARD
 RD2296'ROAD 1.3 MILES.  TURN LEFT ON OGDEN ROAD AND GO 0.2 MILE.  TURN
 RD2296'RIGHT ONTO MERSHON ROAD AND GO 0.4 MILE.  TAKE LEFT FORK AND
 RD2296'FOLLOW WAND ROAD 0.7 MILE.  TURN RIGHT AND GO 0.2 MILE.  TURN LEFT
 RD2296'AND GO 0.1 MILE TO MR. FERNSBACKERS HOUSE AND END OF TRUCK TRAVEL.
 RD2296'
 RD2296'FROM MR. FERNSBACKERS HOUSE FROM THE NE CORNER OF HOUSE, GO BY FOOT
 RD2296'40 PACES NE TO A TRIANGULAR-BLAZED TREE WITH WHITE RING PAINTED
 RD2296'JUST BELOW THE TRIANGLE.  FROM THIS POINT GO NE FOLLOWING DOWNHILL
 RD2296'FOR ABOUT 110 PACES ALONG BLAZED TRAIL TO EDGE OF BLUFF AND
 RD2296'STATION.  A COPY OF DIRECTIONS FROM MR. FERNSBACKERS HOUSE TO
 RD2296'STATION WAS LEFT WITH MR. FERNSBACKER IN 1946.  CONSIDERABLE
 RD2296'CLEARING WAS DONE ABOUT THE STATION AND THIS SHOULD HELP IN FUTURE
 RD2296'RECOVERY.
 RD2296'
 RD2296'STATION WAS OCCUPIED IN 1946.
 RD2296
 RD2296                          STATION RECOVERY (1951)
 RD2296
 RD2296'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (ANS)
 RD2296'THE STATION IS ON THE NE POINT OF A RIDGE ON A HIGH HILL DENSELY
 RD2296'COVERED WITH UNDERBRUSH, ABOUT 1.8 MILES W OF CORBETT STATION, AND
 RD2296'3/4 MILE S OF THE COLUMBIA RIVER, ON PROPERTY JOINING THAT OF HENRY
 RD2296'FRENSBACKER.  IT IS ABOUT 200 YARDS NE OF THE FRENSBACKER HOUSE
 RD2296'AND 100 FEET LOWER IN ELEVATION.
 RD2296'
 RD2296'STATION MARK IS A STANDARD DISK, STAMPED BRUSH 1901, SET IN
 RD2296'CONCRETE IN THE TOP OF A 4-INCH IRON PIPE.  THE MARK IS 2 INCHES
 RD2296'BELOW THE SURFACE OF THE GROUND AND IS IN A DUGOUT DEPRESSION THAT IS
 RD2296'18 INCHES LOWER THAN THE SURROUNDING SLOPE.  THE OLD TRIPOD AND
 RD2296'TARGET REMAIN AT THIS LOCATION BUT ARE NO LONGER STANDING.
 RD2296'
 RD2296'R.M. 1 IS A STANDARD DISK, STAMPED BRUSH NO 1 1938, SET IN CONCRETE
 RD2296'IN THE TOP OF A 4-INCH IRON PIPE PROJECTING 2 INCHES ABOVE THE
 RD2296'SURFACE OF THE SLOPE.  IT IS SW OF THE STATION MARK, 10 FEET
 RD2296'HIGHER, AND IS WITNESSED BY A 1- BY 4-INCH STAKE.
 RD2296'
 RD2296'R.M. 2 IS A STANDARD DISK, STAMPED BRUSH NO 2 1938, SET IN CONCRETE
 RD2296'IN THE TOP OF A 4-INCH IRON PIPE THAT IS FLUSH WITH THE SURFACE OF
 RD2296'THE GROUND.  IT IS NW OF THE STATION MARK, 1 FOOT LOWER, AND IS
 RD2296'WITNESSED BY A 1- BY 4-INCH STAKE.
 RD2296'
 RD2296'TO REACH THE STATION FROM THE CENTER OF THE BRIDGE AT TROUTDALE, GO
 RD2296'SE ON THE OLD ROUTE OF U.S. HIGHWAY 30 FOR 0.8 MILE TO WOODARD ROAD
 RD2296'ON THE LEFT.  TURN LEFT AND CONTINUE UPGRADE ON WOODARD ROAD FOR 1.3
 RD2296'MILES TO A CROSS ROAD.  TURN LEFT ON OGDEN ROAD AND GO 0.25 MILE
 RD2296'TO A T-ROAD ON RIGHT.  TURN RIGHT AND CONTINUE ON MERSHON ROAD FOR
 RD2296'0.5 MILE TO A ROAD FORK.  TAKE THE LEFT FORK, WAND ROAD, AND
 RD2296'CONTINUE 0.7 MILE TO A T-ROAD RIGHT.  TURN RIGHT AND CONTINUE ON
 RD2296'SURFACED ROAD FOR 0.25 MILE TO A DRIVEWAY ON THE LEFT LEADING TO
 RD2296'THE FARMHOUSE.  TURN LEFT INTO THE DRIVEWAY AND CONTINUE 0.1 MILE
 RD2296'TO THE FARMHOUSE AND THE END OF TRUCK TRAVEL.  FROM THE NE CORNER
 RD2296'OF THE HOUSE, GO 40 PACES NE TO A TRIANGULAR-BLAZED TREE AND
 RD2296'CONTINUE NE DOWNHILL, FOLLOWING BLAZED TRAIL, FOR ABOUT 110 PACES TO
 RD2296'THE EDGE OF THE BLUFF AND THE STATION.
 RD2296
 RD2296                          STATION RECOVERY (1956)
 RD2296
 RD2296'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (EBL)
 RD2296'FOUND AS DESCRIBED IN THE 1951 RECOVERY NOTE.  ONE-HALF DAY
 RD2296'CLEARING TO SEE LINES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0902 ***********************************************************************
 OA0902  DESIGNATION -  BRUSHY
 OA0902  PID         -  OA0902
 OA0902  STATE/COUNTY-  OR/CURRY
 OA0902  USGS QUAD   -  BRUSHY BALD MTN (1986)
 OA0902
 OA0902                         *CURRENT SURVEY CONTROL
 OA0902  ___________________________________________________________________
 OA0902* NAD 83(1991)-  42 32 39.13821(N)    124 19 23.31320(W)     ADJUSTED  
 OA0902* NAVD 88     -       770.0    (meters)    2526.     (feet)  VERTCON   
 OA0902  ___________________________________________________________________
 OA0902  LAPLACE CORR-          12.35  (seconds)                    DEFLEC99
 OA0902  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 OA0902  HORZ ORDER  -  SECOND
 OA0902
 OA0902.The horizontal coordinates were established by classical geodetic methods
 OA0902.and adjusted by the National Geodetic Survey in October 1991.
 OA0902
 OA0902.The NAVD 88 height was computed by applying the VERTCON shift value to
 OA0902.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OA0902
 OA0902.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA0902
 OA0902.The geoid height was determined by GEOID03.
 OA0902
 OA0902;                    North         East     Units Scale Factor Converg.
 OA0902;SPC OR S     -   104,646.584 1,186,086.555   MT  0.99995357   -2 36 56.1
 OA0902;SPC OR S     -   343,328.69  3,891,360.09   iFT  0.99995357   -2 36 56.1
 OA0902;UTM  10      - 4,711,049.847   391,358.261   MT  0.99974522   -0 53 41.1
 OA0902
 OA0902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA0902!SPC OR S     -   0.99988344  x   0.99995357  =   0.99983702
 OA0902!UTM  10      -   0.99988344  x   0.99974522  =   0.99962869
 OA0902
 OA0902|---------------------------------------------------------------------|
 OA0902| PID    Reference Object                     Distance      Geod. Az  |
 OA0902|                                                           dddmmss.s |
 OA0902| CD9125 BRUSHY RM 4                           9.830 METERS 02944     |
 OA0902| OA0890 SECOND PRAIRIE                      APPROX.10.9 KM 0761043.7 |
 OA0902| NZ1317 FISHHOOK LOOKOUT TOWER              APPROX.33.8 KM 0921314.3 |
 OA0902| NZ1300 SILVER PEAK LOOKOUT TOWER           APPROX.30.8 KM 1032632.8 |
 OA0902| CD9124 BRUSHY RM 3                           6.260 METERS 12110     |
 OA0902| CD9122 BRUSHY RM 1                          13.364 METERS 13237     |
 OA0902| CD9123 BRUSHY RM 2                           8.918 METERS 16953     |
 OA0902| OA1021 GRIZZLY MOUNTAIN LOOKOUT TOWER      APPROX.16.7 KM 1920029.0 |
 OA0902| OA1020 CANFIELD HILL                       APPROX. 6.8 KM 1990450.0 |
 OA0902| OA0833 BRUSHY AZ MK                                       2090513.7 |
 OA0902| OA1046 NEEDLE ROCK                         APPROX.17.0 KM 2310557.3 |
 OA0902| OA0900 CEDAR POINT LONE PINE               APPROX. 2.9 KM 2894147.4 |
 OA0902| OA0901 BRUSHY BALD LOOKOUT TOWER             3.231 METERS 34758     |
 OA0902|---------------------------------------------------------------------|
 OA0902
 OA0902                          SUPERSEDED SURVEY CONTROL
 OA0902
 OA0902  NAD 83(1986)-  42 32 39.11604(N)    124 19 23.33723(W) AD(       ) 2
 OA0902  NAD 27      -  42 32 39.72900(N)    124 19 18.98100(W) AD(       ) 2
 OA0902  NGVD 29 (07/19/86)  768.9    (m)         2523.     (f) VERT ANG    3  
 OA0902
 OA0902.Superseded values are not recommended for survey control.
 OA0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0902.See file dsdata.txt to determine how the superseded data were derived.
 OA0902
 OA0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN9135811050(NAD 83)
 OA0902_MARKER: Z = SEE DESCRIPTION
 OA0902_SETTING: 0 = UNSPECIFIED SETTING
 OA0902
 OA0902  HISTORY     - Date     Condition        Report By
 OA0902  HISTORY     - 1924     MONUMENTED       CGS
 OA0902  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OA0902  HISTORY     - 1973     SEE DESCRIPTION  NGS
 OA0902
 OA0902                          STATION DESCRIPTION
 OA0902
 OA0902'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (FWH)
 OA0902'ON THE HIGHEST POINT OF BRUSHY BALD MOUNTAIN, WHICH IS ABOUT 4
 OA0902'MILES E OF MOUTH OF EUCHRE CREEK.  THE STATION IS BEST REACHED
 OA0902'BY A 3-MILE TRAIL FROM THE RANCH OF JOHN M. ORR ON CEDAR FORK
 OA0902'CREEK.  THE SUBSURFACE MARK OF AN OLD UNIDENTIFIED TRIANGULATION
 OA0902'STATION WAS FOUND IN GOOD CONDITION.  THIS OLD DRILL HOLE IN A
 OA0902'STONE BLOCK WAS USED AS OUR SUBSURFACE MARK.  OVER THIS WAS
 OA0902'PLACED A BRONZE DISK SET IN A SURFACE ROCK.  REFERENCE DISKS WERE
 OA0902'SET IN SOLID ROCK OUTCROPS.  THERE IS NO TIMBER ON THE
 OA0902'MOUNTAIN--IT APPEARS FROM THE OCEAN AS A HIGH, BARE, BRUSHY
 OA0902'HILL.
 OA0902
 OA0902                          STATION RECOVERY (1942)
 OA0902
 OA0902'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (JCS)
 OA0902'STATION MARK AND TWO REFERENCE MARKS WERE RECOVERED IN GOOD
 OA0902'CONDITION.  THE SUBSURFACE MARK WAS NOT INVESTIGATED, BUT WAS
 OA0902'ORIGINALLY DESCRIBED AS A DRILL HOLE IN A STONE BLOCK.  ONE NEW
 OA0902'REFERENCE MARK (NO.3) WAS ESTABLISHED.
 OA0902'
 OA0902'THE STATION IS LOCATED BY AIR LINE DISTANCES ABOUT 3 MILES
 OA0902'ESE OF OPHIR, 10 MILES NNE OF GOLD BEACH, AND 5 MILES SE OF
 OA0902'FRANKFORT.  ON A HIGH BALD MOUNTAIN, KNOWN LOCALLY AS BRUSHY
 OA0902'BALD MOUNTAIN, AT THE SITE OF U.S. FOREST SERVICE LOOKOUT TOWER
 OA0902'OF THE SAME NAME.  THE SLOPES OF THIS MOUNTAIN ARE TIMBERED, AND
 OA0902'LOGGING OPERATIONS ARE IN PROGRESS.
 OA0902'
 OA0902'STATION IS MARKED BY A BRONZE TRIANGULATION STATION DISK,
 OA0902'STAMPED BRUSHY 1924, CEMENTED IN A DRILL HOLE IN A ROCK FLUSH
 OA0902'WITH THE SURFACE OF THE GROUND.  IT IS ON THE S SIDE OF THE
 OA0902'LOOKOUT TOWER, 10.6 FEET S OF THE CENTER, 4.8 FEET SW OF THE SE
 OA0902'LEG, AND 9.3 FEET SE OF THE SW LEG.  THE DIAGONAL BRACES OF THE
 OA0902'TOWER OBSTRUCT THE LINES TO BALD 1907 AND ROCKY.
 OA0902'
 OA0902'REFERENCE MARK NO.1 IS SE OF THE STATION.  A BRONZE REFERENCE
 OA0902'MARK DISK, STAMPED BRUSHY 1924, CEMENTED IN A DRILL HOLE IN
 OA0902'OUTCROPPING ROCK.  LOOSE EARTH HAS COVERED THIS MARK TO A DEPTH
 OA0902'OF ABOUT 18 INCHES.
 OA0902'
 OA0902'REFERENCE MARK NO.2 IS S OF THE STATION.  A BRONZE REFERENCE
 OA0902'MARK DISK, STAMPED BRUSHY NO.2 1924, CEMENTED IN A DRILL HOLE
 OA0902'IN OUTCROPPING ROCK.  ABOUT 2 FEET W OF RANGE BETWEEN THE STATION
 OA0902'AND W SIDE OF THE DWELLING HOUSE.
 OA0902'
 OA0902'REFERENCE MARK NO.3 IS SE OF THE STATION.  A BRONZE REFERENCE
 OA0902'MARK DISK, STAMPED BRUSHY NO.3 1942, SET IN NW CORNER OF AN
 OA0902'18-INCH SQUARE BLOCK OF CONCRETE WHICH FORMS A FOOTING FOR THE
 OA0902'TOWER GUY.
 OA0902'
 OA0902'THE AZIMUTH MARK IS SSW OF THE STATION, IN THE S END OF THE
 OA0902'ISAAC LEE PATTERSON MEMORIAL BRIDGE OVER THE ROGUE RIVER, 1 MILE
 OA0902'N OF GOLD BEACH.  IT IS A BRONZE AZIMUTH MARK DISK, STAMPED
 OA0902'BRUSHY 1942, SET IN TOP OF THE GUARD RAIL ON THE E SIDE OF THE
 OA0902'BRIDGE, 2 FEET N OF THE S END OF THE GUARD RAIL, AND 4.3 FEET E
 OA0902'OF A STATE HIGHWAY BENCH MARK.
 OA0902'
 OA0902'TO REACH FROM OPHIR, TURN E ON A DIRT ROAD ABOUT 100 FEET N OF
 OA0902'A STUCCO SCHOOL BUILDING, LEAVING U.S. HIGHWAY 101, AND FOLLOW
 OA0902'THIS DIRT ROAD 1.9 MILES.  CROSS SMALL CREEK BRIDGE AT A SAWMILL
 OA0902'AND TURN RIGHT.  FOLLOW ROAD UPHILL 3.2 MILES.  TAKE LEFT FORK
 OA0902'FOR 1.1 MILES.  TAKE LEFT FORK 0.5 MILE, UPHILL, AND AGAIN TAKE
 OA0902'LEFT FORK, UP STEEP GRADE, 0.8 MILE TO TOP OF MOUNTAIN, THE
 OA0902'LOOKOUT, AND THE STATION.
 OA0902
 OA0902                          STATION RECOVERY (1973)
 OA0902
 OA0902'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 OA0902'THE STATION MARK, AND REFERENCE MARK NO. 3 WAS FOUND IN GOOD
 OA0902'CONDITION.  REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2 HAD
 OA0902'BEEN DESTROYED.  REFERENCE MARK NO. 4 WAS ESTABLISHED.  A NEW
 OA0902'AND COMPLETE DESCRIPTION FOLLOWS.
 OA0902'
 OA0902'THE STATION IS AT THE LOCATION OF THE FORMER BRUSHY BALD LOOKOUT.
 OA0902'
 OA0902'TO REACH THE STATION FROM THE OPHIR POST OFFICE GO NORTH FOR
 OA0902'0.3 MILE TO EUCHRE CREEK ROAD, AND THE OPHIR SCHOOL ON THE RIGHT,
 OA0902'TURN RIGHT, AND GO EAST ON EUCHRE CREEK ROAD FOR 2.0 MILES TO A
 OA0902'SIDE ROAD RIGHT, AT THE SIGN, BRUSHY BALD MTN., JUST AFTER
 OA0902'CROSSING THE BRIDGE OVER EUCHRE CREEK, TURN RIGHT, AND GO SOUTH
 OA0902'FOR 0.5 MILE TO A CREEK, FORD THE CREEK, AND CONTINUE
 OA0902'SOUTHEAST FOR 1.6 MILES TO A FORK, TAKE THE RIGHT FORK, AND
 OA0902'CONTINUE SOUTHEASTERLY FOR 1.5 MILES TO A SIDE ROAD LEFT, AT A
 OA0902'SUMMIT IN THE ROAD, TURN LEFT, AND GO NORTHEAST FOR 0.9 MILE TO
 OA0902'A FORK, TAKE THE LEFT FORK, LEAVING THE MAIN TRAVELED ROAD, AND
 OA0902'GO NORTHWEST, UPHILL, FOR 0.9 MILE TO THE SUMMIT, AND THE
 OA0902'STATION AT THE END OF THE ROAD.  NOTE--THIS IS A
 OA0902'DRIVE IN DRY WEATHER ONLY.
 OA0902'
 OA0902'THE STATION MARK, STAMPED BRUSHY 1924, IS A STANDARD DISK CEMENTED
 OA0902'IN A DRILL HOLE IN A 1 BY 1/2 FOOT BOULDER THAT PROJECTS 3
 OA0902'INCHES, 60 FEET NORTHWEST OF THE END OF THE ROAD, 10 FEET EAST OF
 OA0902'THE SOUTHWEST FOOTING FOR THE FORMER LOOKOUT TOWER, 5.5 FEET
 OA0902'SOUTH-SOUTHWEST OF THE SOUTHEAST FOOTING, AND 2 FEET NORTH OF A
 OA0902'METAL WITNESS POST.
 OA0902'
 OA0902'REFERENCE MARK NO. 3, STAMPED BRUSHY NO 3 1942, IS A STANDARD
 OA0902'DISK CEMENTED IN A DRILL HOLE IN THE CONCRETE ANCHOR FOR THE
 OA0902'FORMER LOOKOUT TOWER, 45 FEET NORTHWEST OF THE END OF THE ROAD,
 OA0902'20 FEET EAST OF THE NORTHEAST FOOTING, AND LEVEL WITH THE STATION.
 OA0902'
 OA0902'REFERENCE MARK NO. 4, STAMPED BRUSHY 1924 NO 4 1973, IS A STANDARD
 OA0902'DISK CEMENTED IN A DRILL HOLE IN A CONCRETE ANCHOR FOR THE FORMER
 OA0902'LOOKOUT, 16 FEET NORTHEAST OF THE NORTHEAST FOOTING, AND 0.5 FOOT
 OA0902'LOWER THAN THE STATION.
 OA0902'
 OA0902'NOTE--TREES ARE RAPIDLY GROWING UP AROUND THE STATION, AND
 OA0902'CLEARING WOULD BE REQUIRED TO SEE OUT IN ANY DIRECTION.
 OA0902'
 OA0902'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OA0902'4 MILES SOUTHEAST OF OPHIR.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0833 ***********************************************************************
 OA0833  DESIGNATION -  BRUSHY AZ MK
 OA0833  PID         -  OA0833
 OA0833  STATE/COUNTY-  OR/CURRY
 OA0833  USGS QUAD   -  GOLD BEACH (1986)
 OA0833
 OA0833                         *CURRENT SURVEY CONTROL
 OA0833  ___________________________________________________________________
 OA0833* NAD 83(1986)-  42 25 25.     (N)    124 24 48.     (W)     SCALED    
 OA0833* NAVD 88     -        21.188  (meters)      69.51   (feet)  ADJUSTED  
 OA0833  ___________________________________________________________________
 OA0833  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 OA0833  DYNAMIC HT  -          21.182 (meters)      69.49  (feet)  COMP
 OA0833  MODELED GRAV-     980,347.0   (mgal)                       NAVD 88
 OA0833
 OA0833  VERT ORDER  -  FIRST     CLASS II
 OA0833
 OA0833.The horizontal coordinates were scaled from a topographic map and have
 OA0833.an estimated accuracy of +/- 6 seconds.
 OA0833
 OA0833.The orthometric height was determined by differential leveling
 OA0833.and adjusted in June 1991.
 OA0833
 OA0833.The geoid height was determined by GEOID03.
 OA0833
 OA0833.The dynamic height is computed by dividing the NAVD 88
 OA0833.geopotential number by the normal gravity value computed on the
 OA0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0833.degrees latitude (g = 980.6199 gals.).
 OA0833
 OA0833.The modeled gravity was interpolated from observed gravity values.
 OA0833
 OA0833;                    North         East    Units  Estimated Accuracy
 OA0833;SPC OR S     -    91,610.    1,178,060.      MT  (+/- 180 meters Scaled)
 OA0833
 OA0833                          SUPERSEDED SURVEY CONTROL
 OA0833
 OA0833.No superseded survey control is available for this station.
 OA0833
 OA0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCM837977(NAD 83)
 OA0833_MARKER: DZ = AZIMUTH MARK DISK
 OA0833_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 OA0833_SP_SET: BRIDGE GUARDRAIL
 OA0833_STAMPING: BRUSHY 1942
 OA0833_MARK LOGO: CGS   
 OA0833_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OA0833_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OA0833+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2002
 OA0833
 OA0833  HISTORY     - Date     Condition        Report By
 OA0833  HISTORY     - 1942     MONUMENTED       CGS
 OA0833  HISTORY     - 1988     GOOD             NGS
 OA0833  HISTORY     - 20021009 GOOD             USPSQD
 OA0833
 OA0833                          STATION DESCRIPTION
 OA0833
 OA0833'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 OA0833'1.1 KM (0.70 MI) NORTH FROM GOLD BEACH.
 OA0833'1.1 KM (0.70 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE COURTHOUSE
 OA0833'IN GOLD BEACH, IN THE CENTER OF THE SOUTH END OF THE EAST CONCRETE
 OA0833'GUARDRAIL OF THE HIGHWAY BRIDGE SPANNING THE ROGUE RIVER, AND 7.1 M
 OA0833'(23.3 FT) EAST OF THE CENTERLINE OF THE HIGHWAY.
 OA0833'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 OA0833
 OA0833                          STATION RECOVERY (2002)
 OA0833
 OA0833'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 OA0833'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0901 ***********************************************************************
 OA0901  DESIGNATION -  BRUSHY BALD LOOKOUT TOWER
 OA0901  PID         -  OA0901
 OA0901  STATE/COUNTY-  OR/CURRY
 OA0901  USGS QUAD   -  BRUSHY BALD MTN (1986)
 OA0901
 OA0901                         *CURRENT SURVEY CONTROL
 OA0901  ___________________________________________________________________
 OA0901* NAD 83(1991)-  42 32 39.24062(N)    124 19 23.34273(W)     ADJUSTED  
 OA0901* NAVD 88     -              **(meters)            **(feet)            
 OA0901  ___________________________________________________________________
 OA0901  LAPLACE CORR-          12.35  (seconds)                    DEFLEC99
 OA0901  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 OA0901  HORZ ORDER  -  THIRD
 OA0901
 OA0901.The horizontal coordinates were established by classical geodetic methods
 OA0901.and adjusted by the National Geodetic Survey in October 1991.
 OA0901
 OA0901
 OA0901.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA0901
 OA0901.The geoid height was determined by GEOID03.
 OA0901
 OA0901;                    North         East     Units Scale Factor Converg.
 OA0901;SPC OR S     -   104,649.771 1,186,086.026   MT  0.99995356   -2 36 56.2
 OA0901;SPC OR S     -   343,339.14  3,891,358.35   iFT  0.99995356   -2 36 56.2
 OA0901;UTM  10      - 4,711,053.016   391,357.637   MT  0.99974522   -0 53 41.1
 OA0901
 OA0901                          SUPERSEDED SURVEY CONTROL
 OA0901
 OA0901  NAD 83(1986)-  42 32 39.21845(N)    124 19 23.36674(W) AD(       ) 4
 OA0901  NAD 27      -  42 32 39.83100(N)    124 19 19.01100(W) AD(       ) 3
 OA0901
 OA0901.Superseded values are not recommended for survey control.
 OA0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0901.See file dsdata.txt to determine how the superseded data were derived.
 OA0901
 OA0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN9135811053(NAD 83)
 OA0901
 OA0901  HISTORY     - Date     Condition        Report By
 OA0901  HISTORY     - 1942     MONUMENTED       CGS
 OA0901  HISTORY     - 1973     SEE DESCRIPTION  NGS
 OA0901
 OA0901                          STATION DESCRIPTION
 OA0901
 OA0901'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JCS)
 OA0901'THIS UNOCCUPIED INTERSECTION STATION IS THE LOOKOUT TOWER OF
 OA0901'THE U.S. FOREST SERVICE, IN THE SISKIYOU NATIONAL FOREST.  BY
 OA0901'AIR LINE DISTANCES IT IS LOCATED ABOUT 4 MILES SE OF OPHIR, 10-1/2
 OA0901'MILES NNE OF GOLD BEACH, AND 13 MILES W OF AGNESS.  IT IS ON
 OA0901'TOP OF BRUSHY BALD MOUNTAIN, ELEVATION 2493 FEET.  THE MOUNTAIN
 OA0901'IS BARE AND ROUNDED ON TOP, BUT THE SLOPES ARE COVERED WITH
 OA0901'TIMBER.  LOGGING OPERATIONS ARE IN PROGRESS ON THESE SLOPES.
 OA0901'
 OA0901'THE TOWER IS APPROXIMATELY 40 FEET HIGH, AND CONSISTS OF A
 OA0901'10- BY 10-FOOT HOUSE SURMOUNTING A TIMBER FRAMEWORK.  THE
 OA0901'CENTER OF THE HOUSE IS 10.6 FEET N OF U.S.C. AND G.S. STATION
 OA0901'BRUSHY 1924.
 OA0901
 OA0901                          STATION RECOVERY (1973)
 OA0901
 OA0901'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 OA0901'THE STATION HAS BEEN DESTROYED.
 OA0901'
 OA0901'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OA0901'4 MILES SOUTHEAST OF OPHIR.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1227 ***********************************************************************
 OA1227  DESIGNATION -  BRUSHY HILL
 OA1227  PID         -  OA1227
 OA1227  STATE/COUNTY-  OR/DOUGLAS
 OA1227  USGS QUAD   -  WINCHESTER BAY (1985)
 OA1227
 OA1227                         *CURRENT SURVEY CONTROL
 OA1227  ___________________________________________________________________
 OA1227* NAD 83(1991)-  43 43 46.18303(N)    124 10 23.43117(W)     ADJUSTED  
 OA1227* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 OA1227  ___________________________________________________________________
 OA1227  LAPLACE CORR-          14.67  (seconds)                    DEFLEC99
 OA1227  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 OA1227  HORZ ORDER  -  THIRD
 OA1227
 OA1227.The horizontal coordinates were established by classical geodetic methods
 OA1227.and adjusted by the National Geodetic Survey in October 1991.
 OA1227
 OA1227.The orthometric height was scaled from a topographic map.
 OA1227
 OA1227.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1227
 OA1227.The geoid height was determined by GEOID03.
 OA1227
 OA1227;                    North         East     Units Scale Factor Converg.
 OA1227;SPC OR S     -   235,637.630 1,204,165.260   MT  0.99994250   -2 30 46.8
 OA1227;SPC OR S     -   773,089.34  3,950,673.43   iFT  0.99994250   -2 30 46.8
 OA1227;UTM  10      - 4,842,497.908   405,515.123   MT  0.99970981   -0 48 39.7
 OA1227
 OA1227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1227!SPC OR S     -   0.99999204  x   0.99994250  =   0.99993454
 OA1227!UTM  10      -   0.99999204  x   0.99970981  =   0.99970185
 OA1227
 OA1227:                Primary Azimuth Mark                     Grid Az
 OA1227:SPC OR S     -  BEACH                                    221 14 50.3
 OA1227:UTM  10      -  BEACH                                    219 32 43.2
 OA1227
 OA1227|---------------------------------------------------------------------|
 OA1227| PID    Reference Object                     Distance      Geod. Az  |
 OA1227|                                                           dddmmss.s |
 OA1227| OA1177 BEACH                               APPROX. 2.1 KM 2184403.5 |
 OA1227|---------------------------------------------------------------------|
 OA1227
 OA1227                          SUPERSEDED SURVEY CONTROL
 OA1227
 OA1227  NAD 83(1986)-  43 43 46.18549(N)    124 10 23.48068(W) AD(       ) 3
 OA1227  NAD 27      -  43 43 46.65200(N)    124 10 18.98800(W) AD(       ) 3
 OA1227
 OA1227.Superseded values are not recommended for survey control.
 OA1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1227.See file dsdata.txt to determine how the superseded data were derived.
 OA1227
 OA1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP0551542498(NAD 83)
 OA1227
 OA1227  HISTORY     - Date     Condition        Report By
 OA1227  HISTORY     - 1885     MONUMENTED       CGS
 OA1227  HISTORY     - 1948     SEE DESCRIPTION  CGS
 OA1227  HISTORY     - 1971     SEE DESCRIPTION  NGS
 OA1227
 OA1227                          STATION DESCRIPTION
 OA1227
 OA1227'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RAE)
 OA1227'A SEARCH WAS MADE FOR THE STATION BUT IT WAS NOT FOUND.  THERE IS
 OA1227'A STATION BRUSHY HILL 2 IN THE SAME AREA AND IT IS BELIEVED THAT
 OA1227'THIS POINT WAS ESTABLISHED TO REPLACE THE UNDESCRIBED 1885 STATION.
 OA1227'
 OA1227'IT IS RECOMMENDED THAT BRUSHY HILL 1885 BE CLASSIFIED AS DESTROYED.
 OA1227
 OA1227                          STATION RECOVERY (1971)
 OA1227
 OA1227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RBM)
 OA1227'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE STATION WAS
 OA1227'REACHED BY LANDING A SMALL BOAT ON THE WEST SHORE OF THE UMPQUA
 OA1227'RIVER NEAR THE MIDDLE 1 OF 3 PILE JETTIER, (EAST OF BRUSHY
 OA1227'HILL).  THEN PACKING WESTWARD UP THE SANDY SLOPE TO THE DENSE
 OA1227'UNDERBRUSH, CONTINUE ABOUT 100 YARDS THROUGH THE DENSE UNDERBRUSH
 OA1227'TO THE HIGHEST POINT OF THE HILL AND THE STATION, ABOUT A 30
 OA1227'MINUTE PACK.
 OA1227'
 OA1227'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OA1227'3 MILES WEST OF GARDINER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1225 ***********************************************************************
 OA1225  DESIGNATION -  BRUSHY HILL 2
 OA1225  PID         -  OA1225
 OA1225  STATE/COUNTY-  OR/DOUGLAS
 OA1225  USGS QUAD   -  WINCHESTER BAY (1985)
 OA1225
 OA1225                         *CURRENT SURVEY CONTROL
 OA1225  ___________________________________________________________________
 OA1225* NAD 83(1991)-  43 43 46.27801(N)    124 10 23.36708(W)     ADJUSTED  
 OA1225* NAVD 88     -        75.6    (meters)     248.     (feet)  VERTCON   
 OA1225  ___________________________________________________________________
 OA1225  LAPLACE CORR-          14.67  (seconds)                    DEFLEC99
 OA1225  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 OA1225  HORZ ORDER  -  THIRD
 OA1225
 OA1225.The horizontal coordinates were established by classical geodetic methods
 OA1225.and adjusted by the National Geodetic Survey in October 1991.
 OA1225
 OA1225.The NAVD 88 height was computed by applying the VERTCON shift value to
 OA1225.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OA1225
 OA1225.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1225
 OA1225.The geoid height was determined by GEOID03.
 OA1225
 OA1225;                    North         East     Units Scale Factor Converg.
 OA1225;SPC OR S     -   235,640.496 1,204,166.821   MT  0.99994251   -2 30 46.7
 OA1225;SPC OR S     -   773,098.74  3,950,678.55   iFT  0.99994251   -2 30 46.7
 OA1225;UTM  10      - 4,842,500.818   405,516.598   MT  0.99970980   -0 48 39.6
 OA1225
 OA1225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1225!SPC OR S     -   0.99999212  x   0.99994251  =   0.99993463
 OA1225!UTM  10      -   0.99999212  x   0.99970980  =   0.99970192
 OA1225
 OA1225|---------------------------------------------------------------------|
 OA1225| PID    Reference Object                     Distance      Geod. Az  |
 OA1225|                                                           dddmmss.s |
 OA1225| CD9643 BRUSHY HILL 2 RM 2                    9.290 METERS 08623     |
 OA1225| CD9641 BRUSHY HILL 2 RM E                    8.720 METERS 09331     |
 OA1225| CD9644 BRUSHY HILL 2 RM 3                    6.360 METERS 24456     |
 OA1225| OA1193 THREE MILE                          APPROX. 1.0 KM 2800409.5 |
 OA1225| CD9642 BRUSHY HILL 2 RM 1                   10.165 METERS 29230     |
 OA1225|---------------------------------------------------------------------|
 OA1225
 OA1225                          SUPERSEDED SURVEY CONTROL
 OA1225
 OA1225  NAD 83(1986)-  43 43 46.28161(N)    124 10 23.41549(W) AD(       ) 3
 OA1225  NAD 27      -  43 43 46.85900(N)    124 10 19.01000(W) AD(       ) 3
 OA1225  NGVD 29 (07/19/86)   74.5    (m)          244.     (f) VERT ANG    3  
 OA1225
 OA1225.Superseded values are not recommended for survey control.
 OA1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1225.See file dsdata.txt to determine how the superseded data were derived.
 OA1225
 OA1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP0551742501(NAD 83)
 OA1225
 OA1225  HISTORY     - Date     Condition        Report By
 OA1225  HISTORY     - 1908     MONUMENTED       CGS
 OA1225  HISTORY     - 1920     SEE DESCRIPTION  CGS
 OA1225  HISTORY     - 1928     SEE DESCRIPTION  CGS
 OA1225  HISTORY     - 1966     SEE DESCRIPTION  CGS
 OA1225  HISTORY     - 1971     SEE DESCRIPTION  NGS
 OA1225
 OA1225                          STATION DESCRIPTION
 OA1225
 OA1225'DESCRIBED BY COAST AND GEODETIC SURVEY 1908 (JSH)
 OA1225'THE STATION IS LOCATED ON THE HIGHEST PART OF A BRUSH-COVERED
 OA1225'HILL ON THE N SIDE OF THE UMPQUA RIVER, AND ABOUT 4 MILES W OF
 OA1225'GARDINER.
 OA1225'
 OA1225'THE STATION IS MARKED 3 FEET UNDERGROUND BY A STANDARD DISK
 OA1225'STATION MARK SET IN A STONE AND AT THE SURFACE BY A DRILL HOLE IN
 OA1225'THE END OF A LARGE, LONG ROCK.
 OA1225'
 OA1225'FOR REFERENCE MARK THERE IS A DRILL HOLE IN A ROCK BURIED FLUSH
 OA1225'WITH THE SURFACE, DISTANT 8.72 METERS IN AZIMUTH 273 DEG 31 MIN.
 OA1225
 OA1225                          STATION RECOVERY (1920)
 OA1225
 OA1225'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1920 (OWS)
 OA1225'ORIGINAL MARKS AND DESCRIPTION GOOD.  THERE ARE TWO GOOD SIMILAR
 OA1225'REFERENCE MARKS, ONE ON EITHER SIDE OF STATION.  THE DISTANCE
 OA1225'AND DIRECTION TO THE SECOND ONE WAS NOT MEASURED.
 OA1225
 OA1225                          STATION RECOVERY (1928)
 OA1225
 OA1225'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1928 (GLB)
 OA1225'STATION IS LOCATED ON THE HIGHEST PART OF A BRUSH-COVERED HILL
 OA1225'ON THE N BANK OF THE UMPQUA RIVER, ELEVATION 242 FEET.  THIS IS
 OA1225'THE FIRST BRUSH-COVERED HILL ON THE N BANK OF THE RIVER, AND LIES
 OA1225'ABOUT 4 MILES N AND 3/4 MILE E OF THE MOUTH OF THE RIVER.
 OA1225'
 OA1225'A STANDARD BRONZE DISK WAS SET IN THE DRILL HOLE MARKING THE
 OA1225'STATION AND TWO ADDITIONAL REFERENCE MARKS ESTABLISHED.
 OA1225'
 OA1225'REFERENCE MARKS NOS. 2 AND 3 ARE STANDARD BRONZE DISKS SET IN
 OA1225'CONCRETE, AS DESCRIBED IN NOTE 11A.
 OA1225
 OA1225                          STATION RECOVERY (1966)
 OA1225
 OA1225'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (HJS)
 OA1225'THE STATION AND REFERENCE MARKS 2 AND 3 WERE RECOVERED IN GOOD
 OA1225'CONDITION.  REFERENCE MARK 1 WAS SEARCHED FOR BUT WAS NOT FOUND.
 OA1225'
 OA1225'THE STATION IS A STANDARD DISK, STAMPED BRUSHY HILL 2 19, SET
 OA1225'IN A DRILL HOLE IN A BOULDER FLUSH WITH THE SURFACE OF THE GROUND.
 OA1225'
 OA1225'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BRUSHY HILL 2 1928,
 OA1225'SET IN A CONCRETE MONUMENT FLUSH WITH THE SURFACE OF THE GROUND.
 OA1225'
 OA1225'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED BRUSHY HILL 2 19,
 OA1225'SET IN A CONCRETE MONUMENT FLUSH WITH THE SURFACE OF THE GROUND.
 OA1225
 OA1225                          STATION RECOVERY (1971)
 OA1225
 OA1225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (GCS)
 OA1225'THE STATION MARK AND REFERENCE MARKS 2 AND 3 WERE RECOVERED IN
 OA1225'GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0801 ***********************************************************************
 NY0801  DESIGNATION -  BRYAN
 NY0801  PID         -  NY0801
 NY0801  STATE/COUNTY-  OR/LAKE
 NY0801  USGS QUAD   -  CLOVER FLAT (1980)
 NY0801
 NY0801                         *CURRENT SURVEY CONTROL
 NY0801  ___________________________________________________________________
 NY0801* NAD 83(1991)-  42 27 14.24910(N)    120 24 24.36460(W)     ADJUSTED  
 NY0801* NAVD 88     -      1474.6    (meters)    4838.     (feet)  VERTCON   
 NY0801  ___________________________________________________________________
 NY0801  LAPLACE CORR-          -2.76  (seconds)                    DEFLEC99
 NY0801  GEOID HEIGHT-         -20.70  (meters)                     GEOID03
 NY0801  HORZ ORDER  -  THIRD
 NY0801
 NY0801.The horizontal coordinates were established by classical geodetic methods
 NY0801.and adjusted by the National Geodetic Survey in October 1991.
 NY0801
 NY0801.The NAVD 88 height was computed by applying the VERTCON shift value to
 NY0801.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NY0801
 NY0801.The Laplace correction was computed from DEFLEC99 derived deflections.
 NY0801
 NY0801.The geoid height was determined by GEOID03.
 NY0801
 NY0801;                    North         East     Units Scale Factor Converg.
 NY0801;SPC OR S     -    87,459.896 1,507,668.985   MT  0.99997181   +0 03 49.6
 NY0801;SPC OR S     -   286,941.92  4,946,420.55   iFT  0.99997181   +0 03 49.6
 NY0801;UTM  10      - 4,703,439.135   713,238.690   MT  1.00015949   +1 45 03.9
 NY0801
 NY0801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NY0801!SPC OR S     -   0.99977203  x   0.99997181  =   0.99974384
 NY0801!UTM  10      -   0.99977203  x   1.00015949  =   0.99993148
 NY0801
 NY0801|---------------------------------------------------------------------|
 NY0801| PID    Reference Object                     Distance      Geod. Az  |
 NY0801|                                                           dddmmss.s |
 NY0801| CD6976 BRYAN RM 1                            6.003 METERS 03758     |
 NY0801| CD6975 BRYAN AZ MK                                        0593956.4 |
 NY0801| CD6977 BRYAN RM 2                            6.848 METERS 14313     |
 NY0801|---------------------------------------------------------------------|
 NY0801
 NY0801                          SUPERSEDED SURVEY CONTROL
 NY0801
 NY0801  NAD 83(1986)-  42 27 14.25428(N)    120 24 24.36427(W) AD(       ) 3
 NY0801  NAD 27      -  42 27 14.69000(N)    120 24 20.50000(W) AD(       ) 3
 NY0801  NGVD 29 (07/19/86) 1473.4    (m)         4834.     (f) VERT ANG    3  
 NY0801
 NY0801.Superseded values are not recommended for survey control.
 NY0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0801.See file dsdata.txt to determine how the superseded data were derived.
 NY0801
 NY0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGN1323903439(NAD 83)
 NY0801_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NY0801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0801_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NY0801
 NY0801  HISTORY     - Date     Condition        Report By
 NY0801  HISTORY     - 1948     MONUMENTED       CGS
 NY0801
 NY0801                          STATION DESCRIPTION
 NY0801
 NY0801'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MTP)
 NY0801'STATION IS LOCATED 18 MILES NORTH-NORTHWEST OF LAKEVIEW AND ABOUT
 NY0801'7 MILES WEST-SOUTHWEST OF VALLEY FALLS, ON HIGHER GROUND NEAR THE
 NY0801'WEST SIDE OF A SMALL VALLEY, THE MARK IS SET IN A ROUND CONCRETE
 NY0801'POST PROJECTING 3 INCHES.  IT IS 56 FEET SOUTH OF Y INTERSECTION,
 NY0801'7 FEET SOUTHWEST OF WHITE WITNESS POST, AND 24 FEET SOUTHEAST OF
 NY0801'THE CENTERLINE OF THE RIGHT FORK OF THE ROAD.  THE MARK IS STAMPED
 NY0801'BRYAN 1948.
 NY0801'
 NY0801'REFERENCE MARK NO 1 IS SET IN A ROUND CONCRETE POST PROJECTING 4
 NY0801'INCHES.  THE MARK IS 41 FEET SOUTHWEST OF Y INTERSECTION, 25 FEET
 NY0801'EAST OF RIGHT FORK OF THE ROAD.  THE MARK IS STAMPED BRYAN NO 1
 NY0801'1948.
 NY0801'
 NY0801'REFERENCE MARK NO 2 IS SET IN A ROUND CONCRETE POST PROJECTING 3
 NY0801'INCHES.  THE MARK IS 75 FEET SOUTH OF Y INTERSECTION, AND 21 FEET
 NY0801'WEST OF THE LEFT FORK OF THE ROAD.  THE MARK IS STAMPED BRYAN NO
 NY0801'2 1948.
 NY0801'
 NY0801'AZIMUTH MARK IS SET IN A LARGE BOULDER PROJECTING 12 FEET 6 INCHES
 NY0801'ABOVE THE SURFACE.  IT IS 81 FEET SOUTH OF ROAD, 7 FEET SOUTH OF
 NY0801'WHITE WITNESS POST, 1.3 MILE NORTHEAST OF THE STATION.  IT IS
 NY0801'STAMPED BRYAN 1948.
 NY0801'
 NY0801'TO REACH FROM VALLEY FALLS--GO WEST ON GRADED ROAD FOR 3.9 MILES,
 NY0801'TAKE LEFT FORK AFTER CROSSING BRIDGE AND CONTINUE WEST ON THE MAIN
 NY0801'TRAVELED ROAD FOR 5.3 MILES, CONTINUE ON AS PER SIGN MILL FLAT 5
 NY0801'FOR 0.3 MILE, HERE TAKE THE RIGHT FORK AND CONTINUE ON FOR 0.9
 NY0801'MILE TO A Y-INTERSECTION AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1777 ***********************************************************************
 RD1777  DESIGNATION -  BUCHHOLZ
 RD1777  PID         -  RD1777
 RD1777  STATE/COUNTY-  OR/POLK
 RD1777  USGS QUAD   -  SHERIDAN (1992)
 RD1777
 RD1777                         *CURRENT SURVEY CONTROL
 RD1777  ___________________________________________________________________
 RD1777* NAD 83(1991)-  45 01 03.94776(N)    123 24 07.66562(W)     ADJUSTED  
 RD1777* NAVD 88     -       175.0    (meters)     574.     (feet)  VERTCON   
 RD1777  ___________________________________________________________________
 RD1777  LAPLACE CORR-          -7.38  (seconds)                    DEFLEC99
 RD1777  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 RD1777  HORZ ORDER  -  SECOND
 RD1777
 RD1777.The horizontal coordinates were established by classical geodetic methods
 RD1777.and adjusted by the National Geodetic Survey in October 1991.
 RD1777
 RD1777.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD1777.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD1777
 RD1777.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1777
 RD1777.The geoid height was determined by GEOID03.
 RD1777
 RD1777;                    North         East     Units Scale Factor Converg.
 RD1777;SPC OR N     -   154,243.201 2,271,319.512   MT  0.99989804   -2 03 29.3
 RD1777;SPC OR N     -   506,047.25  7,451,835.67   iFT  0.99989804   -2 03 29.3
 RD1777;UTM  10      - 4,985,002.323   468,315.851   MT  0.99961234   -0 17 04.0
 RD1777
 RD1777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1777!SPC OR N     -   0.99997594  x   0.99989804  =   0.99987399
 RD1777!UTM  10      -   0.99997594  x   0.99961234  =   0.99958829
 RD1777
 RD1777:                Primary Azimuth Mark                     Grid Az
 RD1777:SPC OR N     -  BUCHHOLZ AZ MK                           020 02 04.2
 RD1777:UTM  10      -  BUCHHOLZ AZ MK                           018 15 38.9
 RD1777
 RD1777|---------------------------------------------------------------------|
 RD1777| PID    Reference Object                     Distance      Geod. Az  |
 RD1777|                                                           dddmmss.s |
 RD1777| RD1783 BUCHHOLZ AZ MK                      APPROX. 0.5 KM 0175834.9 |
 RD1777| RD1778 BUCHOLZ 2                            32.717 METERS 21014     |
 RD1777| DD9456 BUCHHOLZ RM 1                        13.199 METERS 26804     |
 RD1777| DD9457 BUCHHOLZ RM 2                         9.980 METERS 35022     |
 RD1777|---------------------------------------------------------------------|
 RD1777
 RD1777                          SUPERSEDED SURVEY CONTROL
 RD1777
 RD1777  NAD 83(1986)-  45 01 03.97499(N)    123 24 07.67978(W) AD(       ) 2
 RD1777  NAD 27      -  45 01 04.55607(N)    123 24 03.29680(W) AD(       ) 2
 RD1777  NGVD 29 (07/19/86)  174.0    (m)          571.     (f) VERT ANG    3  
 RD1777
 RD1777.Superseded values are not recommended for survey control.
 RD1777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1777.See file dsdata.txt to determine how the superseded data were derived.
 RD1777
 RD1777_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ6831685002(NAD 83)
 RD1777_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RD1777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD1777
 RD1777  HISTORY     - Date     Condition        Report By
 RD1777  HISTORY     - 1941     MONUMENTED       CGS
 RD1777  HISTORY     - 1969     SEE DESCRIPTION  CGS
 RD1777
 RD1777                          STATION DESCRIPTION
 RD1777
 RD1777'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (ANS)
 RD1777'STATION IS ABOUT 1-3/4 MILES ESE OF BUELL, 6 MILES S OF
 RD1777'SHERIDAN, 7-1/2 MILES NW OF DALLAS AND 0.7 MILE N OF HIGHWAY 22
 RD1777'ALONG THE E SIDE OF THE RED PRAIRIE ROAD.  IT IS ALONG THE W
 RD1777'SIDE OF A CULTIVATED FIELD ON THE PROPERTY OWNED AND OCCUPIED
 RD1777'BY A. BUCHHOLZ AND 0.2 MILE N OF HIS RESIDENCE.  THE STATION IS
 RD1777'26.5 FEET E OF CENTER LINE OF GRAVEL ROAD, 5.5 FEET E OF A WHITE
 RD1777'WITNESS POST AND 6 FEET E OF FENCE LINE AND ROW OF OAK TREES.
 RD1777'THE MARK IS 14 INCHES BELOW THE SURFACE OF THE GROUND AND IS
 RD1777'STAMPED BUCHHOLZ 1941.
 RD1777'
 RD1777'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 RD1777'BRONZE DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A AND 11A.
 RD1777'
 RD1777'REFERENCE MARK NO.1 IS ABOUT 2 FEET LOWER THAN THE STATION, 17.4
 RD1777'FEET W OF CENTER LINE OF GRAVEL ROAD IN THE FENCE AND POLE
 RD1777'LINE.  THE MARK PROJECTS 3 INCHES AND IS STAMPED BUCHHOLZ NO.1,
 RD1777'1941.
 RD1777'
 RD1777'REFERENCE MARK NO. 2 IS ABOUT AT THE SAME LEVEL AS THE STATION,
 RD1777'20 FEET E OF CENTER LINE OF GRAVEL ROAD AND 1 FOOT E OF FENCE
 RD1777'LINE.  THE MARK PROJECTS 3 INCHES AND IS STAMPED BUCHHOLZ
 RD1777'NO.2, 1941.
 RD1777'
 RD1777'AZIMUTH MARK IS ABOUT 0.35 MILE NNE OF STATION, 8 FEET S OF
 RD1777'CENTER LINE OF ROAD, 1 FOOT N OF FENCE LINE AND 3.4 FEET E OF
 RD1777'WHITE WITNESS POST.  THE MARK PROJECTS 6 INCHES AND IS STAMPED
 RD1777'BUCHHOLZ 1941.
 RD1777'
 RD1777'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE N ON GRAVEL
 RD1777'ROAD FOR 0.3 MILE.  TURN RIGHT (E) AND GO 0.1 MILE TO AZIMUTH
 RD1777'MARK ON RIGHT (S).
 RD1777'
 RD1777'TO REACH STATION FROM THE Y-ROAD AT THE BUELL STORE GO SE ON
 RD1777'STATE HIGHWAY 22 FOR 1.8 MILES TO TOP OF HILL AND SIGN RED
 RD1777'PRAIRIE ROAD, MC MINNVILLE 22, SHERIDAN 8.  TURN LEFT (N) AND GO
 RD1777'0.7 MILE TO STATION ON RIGHT (E).
 RD1777'
 RD1777'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
 RD1777
 RD1777                          STATION RECOVERY (1969)
 RD1777
 RD1777'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 RD1777'THE STATION MARK AND AZIMUTH MARK WERE RECOVERED IN GOOD
 RD1777'CONDITION.  BOTH REFERENCE MARKS HAD BEEN DESTROYED.
 RD1777'
 RD1777'BUCHOLZ 2 WAS ESTABLISHED TO THE SOUTHWEST OF THE ORIGINAL
 RD1777'STATION TO PERMIT HIGHWAY IMPROVEMENT, THEN THE SURFACE AND
 RD1777'SUB-SURFACE MARK FOR STATION BUCHOLZ 1941 WERE DESTROYED.
 RD1777'
 RD1777'FOR FURTHER INFORMATION SEE THE DESCRIPTION FOR BUCHOLZ 2.
 RD1777'
 RD1777'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RD1777'1-1/2 MILES EAST-SOUTHEAST OF BUELL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1783 ***********************************************************************
 RD1783  DESIGNATION -  BUCHHOLZ AZ MK
 RD1783  PID         -  RD1783
 RD1783  STATE/COUNTY-  OR/POLK
 RD1783  USGS QUAD   -  SHERIDAN (1992)
 RD1783
 RD1783                         *CURRENT SURVEY CONTROL
 RD1783  ___________________________________________________________________
 RD1783* NAD 83(1991)-  45 01 20.57275(N)    123 24 00.05966(W)     ADJUSTED  
 RD1783* NAVD 88     -       161.     (meters)     528.     (feet)  VERTCON   
 RD1783  ___________________________________________________________________
 RD1783  LAPLACE CORR-          -7.29  (seconds)                    DEFLEC99
 RD1783  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 RD1783  HORZ ORDER  -  SECOND
 RD1783
 RD1783.The horizontal coordinates were established by classical geodetic methods
 RD1783.and adjusted by the National Geodetic Survey in October 1991.
 RD1783
 RD1783.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD1783.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD1783
 RD1783.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1783
 RD1783.The geoid height was determined by GEOID03.
 RD1783
 RD1783;                    North         East     Units Scale Factor Converg.
 RD1783;SPC OR N     -   154,750.054 2,271,504.338   MT  0.99989783   -2 03 23.9
 RD1783;SPC OR N     -   507,710.15  7,452,442.05   iFT  0.99989783   -2 03 23.9
 RD1783;UTM  10      - 4,985,514.508   468,484.852   MT  0.99961221   -0 16 58.7
 RD1783
 RD1783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1783!SPC OR N     -   0.99997814  x   0.99989783  =   0.99987597
 RD1783!UTM  10      -   0.99997814  x   0.99961221  =   0.99959036
 RD1783
 RD1783:                Primary Azimuth Mark                     Grid Az
 RD1783:SPC OR N     -  BUCHHOLZ                                 200 02 04.2
 RD1783:UTM  10      -  BUCHHOLZ                                 198 15 39.0
 RD1783
 RD1783|---------------------------------------------------------------------|
 RD1783| PID    Reference Object                     Distance      Geod. Az  |
 RD1783|                                                           dddmmss.s |
 RD1783| RD1777 BUCHHOLZ                            APPROX. 0.5 KM 1975840.3 |
 RD1783| RD1778 BUCHOLZ 2                           APPROX. 0.6 KM 1984026.8 |
 RD1783|---------------------------------------------------------------------|
 RD1783
 RD1783                          SUPERSEDED SURVEY CONTROL
 RD1783
 RD1783  NAD 83(1986)-  45 01 20.59977(N)    123 24 00.07386(W) AD(       ) 2
 RD1783  NAD 27      -  45 01 21.18112(N)    123 23 55.69062(W) AD(       ) 2
 RD1783  NGVD 29 (07/19/86)  160.     (m)          525.     (f) VERT ANG    3  
 RD1783
 RD1783.Superseded values are not recommended for survey control.
 RD1783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1783.See file dsdata.txt to determine how the superseded data were derived.
 RD1783
 RD1783_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ6848585515(NAD 83)
 RD1783
 RD1783  HISTORY     - Date     Condition        Report By
 RD1783  HISTORY     - 1972     MONUMENTED       NGS
 RD1783
 RD1783                          STATION DESCRIPTION
 RD1783
 RD1783'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 RD1783'SEE STATION BUCHHOLZ
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1778 ***********************************************************************
 RD1778  DESIGNATION -  BUCHOLZ 2
 RD1778  PID         -  RD1778
 RD1778  STATE/COUNTY-  OR/POLK
 RD1778  USGS QUAD   -  SHERIDAN (1992)
 RD1778
 RD1778                         *CURRENT SURVEY CONTROL
 RD1778  ___________________________________________________________________
 RD1778* NAD 83(1991)-  45 01 03.03207(N)    123 24 08.41800(W)     ADJUSTED  
 RD1778* NAVD 88     -       174.7    (meters)     573.     (feet)  VERTCON   
 RD1778  ___________________________________________________________________
 RD1778  LAPLACE CORR-          -7.38  (seconds)                    DEFLEC99
 RD1778  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 RD1778  HORZ ORDER  -  FIRST
 RD1778
 RD1778.The horizontal coordinates were established by classical geodetic methods
 RD1778.and adjusted by the National Geodetic Survey in October 1991.
 RD1778
 RD1778.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD1778.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD1778
 RD1778.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1778
 RD1778.The geoid height was determined by GEOID03.
 RD1778
 RD1778;                    North         East     Units Scale Factor Converg.
 RD1778;SPC OR N     -   154,215.546 2,271,302.036   MT  0.99989805   -2 03 29.9
 RD1778;SPC OR N     -   505,956.52  7,451,778.33   iFT  0.99989805   -2 03 29.9
 RD1778;UTM  10      - 4,984,974.149   468,299.244   MT  0.99961236   -0 17 04.5
 RD1778
 RD1778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1778!SPC OR N     -   0.99997599  x   0.99989805  =   0.99987404
 RD1778!UTM  10      -   0.99997599  x   0.99961236  =   0.99958836
 RD1778
 RD1778:                Primary Azimuth Mark                     Grid Az
 RD1778:SPC OR N     -  BUCHHOLZ AZ MK                           020 43 50.8
 RD1778:UTM  10      -  BUCHHOLZ AZ MK                           018 57 25.4
 RD1778
 RD1778|---------------------------------------------------------------------|
 RD1778| PID    Reference Object                     Distance      Geod. Az  |
 RD1778|                                                           dddmmss.s |
 RD1778| RD1783 BUCHHOLZ AZ MK                      APPROX. 0.6 KM 0184020.9 |
 RD1778| RD1777 BUCHHOLZ                             32.717 METERS 03014     |
 RD1778| DD9458 BUCHOLZ 2 RM 4                       20.624 METERS 17649     |
 RD1778| RD1782 BUCHOLZ 2 RM 3                       10.264 METERS 35912     |
 RD1778|---------------------------------------------------------------------|
 RD1778
 RD1778                          SUPERSEDED SURVEY CONTROL
 RD1778
 RD1778  NAD 83(1986)-  45 01 03.05910(N)    123 24 08.43232(W) AD(       ) 1
 RD1778  NAD 27      -  45 01 03.64038(N)    123 24 04.04917(W) AD(       ) 1
 RD1778  NGVD 29 (07/19/86)  173.7    (m)          570.     (f) VERT ANG    3  
 RD1778
 RD1778.Superseded values are not recommended for survey control.
 RD1778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1778.See file dsdata.txt to determine how the superseded data were derived.
 RD1778
 RD1778_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ6829984974(NAD 83)
 RD1778_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RD1778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD1778
 RD1778  HISTORY     - Date     Condition        Report By
 RD1778  HISTORY     - 1969     MONUMENTED       CGS
 RD1778  HISTORY     - 1972     SEE DESCRIPTION  NGS
 RD1778
 RD1778                          STATION DESCRIPTION
 RD1778
 RD1778'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LFS)
 RD1778'THE STATION IS 7-1/2 MILES NORTHWEST OF DALLAS, 6 MILES SOUTH
 RD1778'OF SHERIDAN, 1-1/2 MILES EAST-SOUTHEAST OF BUELL, AND 0.7 MILE
 RD1778'NORTH OF STATE HIGHWAY 22 ON THE WEST RIGHT-OF-WAY OF RED
 RD1778'PRAIRIE ROAD AT THE SOUTH END OF A THRU CUT.
 RD1778'
 RD1778'TO REACH THE STATION FROM BUELL GO SOUTHEAST ON STATE HIGHWAY 22
 RD1778'FOR 1.7 MILES TO A SIDE ROAD LEFT, RED PRAIRIE ROAD, TURN LEFT
 RD1778'AND GO NORTH ON RED PRAIRIE ROAD FOR 0.65 MILE TO THE STATION
 RD1778'ON THE LEFT.
 RD1778'
 RD1778'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE NORTH ON RED
 RD1778'PRAIRIE ROAD FOR 0.35 MILE TO A PRIVATE SIDE ROAD RIGHT, TURN
 RD1778'RIGHT AND GO EAST FOR 0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 RD1778'
 RD1778'THE STATION MARK, STAMPED BUCHOLZ 2 1969, IS A STANDARD DISK
 RD1778'SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 5
 RD1778'INCHES.  IT IS 28 FEET WEST OF THE CENTER LINE OF RED PRAIRIE
 RD1778'ROAD, 6 FEET NORTH OF POWER POLE NO. 996, 0.5 FOOT EAST OF A
 RD1778'METAL WITNESS POST, AND 1-1/2 FEET HIGHER THAN THE ROAD.
 RD1778'
 RD1778'REFERENCE MARK NO. 3, STAMPED BUCHOLZ 2 NO 3 1969, IS A STANDARD
 RD1778'DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 RD1778'3 INCHES, 34 FEET NORTH OF THE WITNESS POST, 28 FEET WEST OF
 RD1778'THE CENTER LINE OF RED PRAIRIE ROAD, AND 2 FEET HIGHER
 RD1778'THAN THE ROAD.
 RD1778'
 RD1778'REFERENCE MARK NO. 4, STAMPED BUCHOLZ 2 NO 4 1969, IS A
 RD1778'STANDARD DISK SET IN A 14-INCH SQUARE CONCRETE MONUMENT THAT
 RD1778'PROJECTS 1 INCH, 68 FEET SOUTH-SOUTHEAST OF THE WITNESS POST,
 RD1778'62 FEET SOUTH-SOUTHEAST OF POWER POLE NO. 996, 27 FEET WEST
 RD1778'OF THE CENTER LINE OF RED PRAIRIE ROAD, AND LEVEL WITH THE ROAD.
 RD1778'
 RD1778'THE AZIMUTH MARK, STAMPED BUCHOLZ 1941, IS A STANDARD DISK
 RD1778'SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES,
 RD1778'14 FEET SOUTH OF THE CENTER OF A PRIVATE ROAD EAST, 0.5 FOOT
 RD1778'NORTH OF AN EAST-WEST FENCE LINE, AND 0.5 FOOT EAST OF A METAL
 RD1778'WITNESS POST.
 RD1778
 RD1778                          STATION RECOVERY (1972)
 RD1778
 RD1778'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LDF)
 RD1778'THE STATION MARK, REFERENCE MARKS 3 AND 4, AND THE ORIGINAL
 RD1778'BUCHHOLZ AZ MK WERE FOUND AND RECOVERED IN GOOD CONDITION.  THE
 RD1778'ANGLE BETWEEN THE AZIMUTH MARK AND RM 4 WAS ONE (1) MINUTE
 RD1778'LARGER THAN THAT GIVEN BY THE OBSERVATIONS MADE IN 1969.  THE
 RD1778'DISTANCES TO BOTH REFERENCE MARKS COMPARED FAVORABLY TO
 RD1778'MEASUREMENTS MADE IN 1969.  SINCE, AT THIS DATE RM3 WAS
 RD1778'OCCUPIED AND THE DISTANCE TO THE AZIMUTH MARK WAS MEASURED, A
 RD1778'COMPLETE NEW DESCRIPTION FOLLOWS--
 RD1778'
 RD1778'THE STATION IS 7.5 MILES NORTHWEST OF DALLAS, 5.5 MILES SOUTH
 RD1778'OF SHERIDAN, 1.2 MILES EAST-SOUTHEAST OF BUELL, 0.65 MILE NORTH
 RD1778'OF STATE HIGHWAY 22, AND ON THE WEST RIGHT-OF-WAY OF RED
 RD1778'PRAIRIE ROAD AT THE SOUTH END OF A CUTBANK.
 RD1778'
 RD1778'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 22
 RD1778'AND U.S. HIGHWAY 99W IN RICKREALL, GO WEST ON STATE HIGHWAY 22
 RD1778'FOR 3.4 MILES TO THE JUNCTION OF STATE HIGHWAY 223.  CONTINUE
 RD1778'STRAIGHT AHEAD ON STATE HIGHWAY 22 WEST FOR 6.85 MILES TO A SIDE
 RD1778'ROAD ON THE RIGHT AS PER SIGN RED PRAIRIE ROAD.  TURN RIGHT
 RD1778'AND GO NORTH ON RED PRAIRIE ROAD FOR 0.65 MILE TO THE
 RD1778'STATION SITE ON THE LEFT.
 RD1778'
 RD1778'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON RED
 RD1778'PRAIRIE ROAD FOR 0.35 MILE TO A PRIVATE SIDE ROAD ON THE
 RD1778'RIGHT.  TURN RIGHT AND GO EAST ON THE PRIVATE ROAD FOR 0.1 MILE
 RD1778'TO THE AZIMUTH MARK ON THE RIGHT.
 RD1778'
 RD1778'THE STATION MARK, A STANDARD USC AND GS MARK DISK STAMPED
 RD1778'BUCHOLZ 2 1969, IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 RD1778'MONUMENT THAT PROJECTS 4 INCHES.  THE STATION MARK DISK IS
 RD1778'27.6 FEET WEST OF THE CENTER OF RED PRAIRIE ROAD, 5.3 FEET
 RD1778'NORTH OF POWER POLE (NO 115), 4.1 FEET NORTH OF A METAL WITNESS
 RD1778'POST WITH SIGN, AND ABOUT 1.5 FEET HIGHER THAN THE ROAD.  (NOTE.
 RD1778'1A, 7A).
 RD1778'
 RD1778'REFERENCE MARK 3, A STANDARD USC AND GS REFERENCE MARK DISK
 RD1778'STAMPED BUCHOLZ 2 NO 3 1969, IS SET IN THE TOP OF A 9-INCH
 RD1778'SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES.  THE DISK
 RD1778'IS 39 FEET NORTH OF POWER POLE (NO 115), 28.5 FEET WEST OF THE
 RD1778'CENTER OF RED PRAIRIE ROAD, AND 2 FEET HIGHER THAT THE
 RD1778'ROAD.  (NOTE. 11A).
 RD1778'
 RD1778'REFERENCE MARK 4, A STANDARD USC AND GS REFERENCE MARK DISK
 RD1778'STAMPED BUCHOLZ 2 NO 4 1969, IS SET IN THE TOP OF A IRREGULAR
 RD1778'MASS OF CONCRETE THAT IS FLUSH WITH THE GROUND SURFACE.  THE
 RD1778'DISK IS 62 FEET SOUTH OF THE POWER POLE (NO 115), 23 FEET WEST
 RD1778'OF THE CENTER OF RED PRAIRIE ROAD, AND LEVEL WITH THE
 RD1778'ROAD.  (NOTE. 11C).
 RD1778'
 RD1778'THE AZIMUTH MARK, A STANDARD USC AND GS AZIMUTH MARK DISK STAMPED
 RD1778'BUCHHOLZ 1941, IS SET IN THE TOP OF A 9-INCH SQUARE CONCRETE
 RD1778'MONUMENT THAT PROJECTS 6 INCHES.  THE DISK IS 13.0 FEET SOUTH
 RD1778'OF THE CENTER OF THE GRAVEL ROAD, 4.0 FEET EAST OF A WITNESS
 RD1778'POST WITH SIGN, AND 0.5 FOOT NORTH OF A EAST-WEST FENCE
 RD1778'LINE.  (NOTE. 16A).
 RD1778'
 RD1778'THE ABOVE TRAVERSE AND EDM DISTANCES ARE REDUCED TO SEA LEVEL.
 RD1778'
 RD1778'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RD1778'1.2 MILES EAST-SOUTHEAST OF BUELL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1782 ***********************************************************************
 RD1782  DESIGNATION -  BUCHOLZ 2 RM 3
 RD1782  PID         -  RD1782
 RD1782  STATE/COUNTY-  OR/POLK
 RD1782  USGS QUAD   -  SHERIDAN (1992)
 RD1782
 RD1782                         *CURRENT SURVEY CONTROL
 RD1782  ___________________________________________________________________
 RD1782* NAD 83(1991)-  45 01 03.36452(N)    123 24 08.42459(W)     ADJUSTED  
 RD1782* NAVD 88     -       174.6    (meters)     573.     (feet)  VERTCON   
 RD1782  ___________________________________________________________________
 RD1782  LAPLACE CORR-          -7.38  (seconds)                    DEFLEC99
 RD1782  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 RD1782  HORZ ORDER  -  SECOND
 RD1782
 RD1782.The horizontal coordinates were established by classical geodetic methods
 RD1782.and adjusted by the National Geodetic Survey in October 1991.
 RD1782
 RD1782.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD1782.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD1782
 RD1782.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1782
 RD1782.The geoid height was determined by GEOID03.
 RD1782
 RD1782;                    North         East     Units Scale Factor Converg.
 RD1782;SPC OR N     -   154,225.807 2,271,302.260   MT  0.99989805   -2 03 29.9
 RD1782;SPC OR N     -   505,990.18  7,451,779.07   iFT  0.99989805   -2 03 29.9
 RD1782;UTM  10      - 4,984,984.408   468,299.151   MT  0.99961236   -0 17 04.5
 RD1782
 RD1782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1782!SPC OR N     -   0.99997601  x   0.99989805  =   0.99987406
 RD1782!UTM  10      -   0.99997601  x   0.99961236  =   0.99958838
 RD1782
 RD1782:                Primary Azimuth Mark                     Grid Az
 RD1782:SPC OR N     -  BUCHHOLZ AZ MK                           021 04 47.5
 RD1782:UTM  10      -  BUCHHOLZ AZ MK                           019 18 22.1
 RD1782
 RD1782|---------------------------------------------------------------------|
 RD1782| PID    Reference Object                     Distance      Geod. Az  |
 RD1782|                                                           dddmmss.s |
 RD1782| RD1783 BUCHHOLZ AZ MK                      APPROX. 0.6 KM 0190117.6 |
 RD1782| DD9458 BUCHOLZ 2 RM 4                       30.876 METERS 17737     |
 RD1782| RD1778 BUCHOLZ 2                            10.260 METERS 17912     |
 RD1782|---------------------------------------------------------------------|
 RD1782
 RD1782                          SUPERSEDED SURVEY CONTROL
 RD1782
 RD1782  NAD 83(1986)-  45 01 03.39143(N)    123 24 08.43891(W) AD(       ) 2
 RD1782  NAD 27      -  45 01 03.97284(N)    123 24 04.05575(W) AD(       ) 2
 RD1782  NGVD 29 (07/19/86)  173.6    (m)          570.     (f) VERT ANG    3  
 RD1782
 RD1782.Superseded values are not recommended for survey control.
 RD1782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1782.See file dsdata.txt to determine how the superseded data were derived.
 RD1782
 RD1782_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ6829984984(NAD 83)
 RD1782_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RD1782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD1782
 RD1782  HISTORY     - Date     Condition        Report By
 RD1782  HISTORY     - 1972     MONUMENTED       NGS
 RD1782
 RD1782                          STATION DESCRIPTION
 RD1782
 RD1782'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LDF)
 RD1782'THE STATION IS LOCATED ABOUT 10 MILES NORTH OF DALLAS, 2 MILES
 RD1782'EAST OF THE VILLAGE OF BUELL ON THE WEST RIGHT OF WAY OF RED
 RD1782'PRAIRIE ROAD AND IS IN THE SOUTHEAST 1/4 SECTION 27, R 6 W, T 6 S.
 RD1782'
 RD1782'TO REACH THE STATION FROM THE CROSS ROADS AT BUELL (STATE
 RD1782'HIGHWAY 22 AND HARMONY ROAD), GO EAST ON STATE HIGHWAY 22 FOR
 RD1782'1.65 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTH ON RED
 RD1782'PRAIRIE ROAD FOR 0.65 MILE TO THE STATION ON THE LEFT AS
 RD1782'DESCRIBED.
 RD1782'
 RD1782'THE STATION MARK IS A STANDARD REFERENCE MARK DISK, STAMPED
 RD1782'BUCHOLZ 2 NO 3 1969, SET IN THE TOP OF A 9-INCH SQUARE CONCRETE
 RD1782'MONUMENT THAT PROJECTS 3 INCHES.  IT IS 39 FEET NORTH OF POWER
 RD1782'POLE NUMBER 115, 28.5 FEET WEST OF THE CENTER OF RED PRAIRIE
 RD1782'ROAD AND 2 FEET HIGHER THAN THE ROAD.
 RD1782'
 RD1782'BUCHOLZ 2 1969 IS A STANDARD DISK STAMPED BUCHOLZ 2 1969, SET
 RD1782'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 RD1782'4 INCHES.  IT IS 27.6 FEET WEST OF THE CENTER OF RED PRAIRIE
 RD1782'ROAD, 5.3 FEET NORTH OF POWER POLE NUMBER 115 AND 4.1 FEET
 RD1782'NORTH OF A METAL WITNESS POST.
 RD1782'
 RD1782'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED BUCHOLZ 2 NO 4
 RD1782'1969, SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE THAT IS
 RD1782'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 62 FEET SOUTH OF
 RD1782'POWER POLE NUMBER 115 AND 23.7 FEET WEST OF THE CENTER OF RED
 RD1782'PRAIRIE ROAD.
 RD1782'
 RD1782'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BUCHHOLZ 1941, SET
 RD1782'IN A 9 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES.  IT
 RD1782'IS 13 FEET SOUTH OF A GRAVELED ROAD AND 4 FEET EAST OF A METAL
 RD1782'WITNESS POST.  IT IS ALSO 0.5 FOOT NORTH OF AN EAST-WEST
 RD1782'FENCELINE.
 RD1782'
 RD1782'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1571 ***********************************************************************
 QD1571  DESIGNATION -  BUCK
 QD1571  PID         -  QD1571
 QD1571  STATE/COUNTY-  OR/JEFFERSON
 QD1571  USGS QUAD   -  BUCK BUTTE (1992)
 QD1571
 QD1571                         *CURRENT SURVEY CONTROL
 QD1571  ___________________________________________________________________
 QD1571* NAD 83(1991)-  44 36 34.25515(N)    121 02 54.63358(W)     ADJUSTED  
 QD1571* NAVD 88     -       969.4    (meters)    3180.     (feet)  VERTCON   
 QD1571  ___________________________________________________________________
 QD1571  LAPLACE CORR-           9.70  (seconds)                    DEFLEC99
 QD1571  GEOID HEIGHT-         -20.98  (meters)                     GEOID03
 QD1571  HORZ ORDER  -  FIRST
 QD1571
 QD1571.The horizontal coordinates were established by classical geodetic methods
 QD1571.and adjusted by the National Geodetic Survey in October 1991.
 QD1571
 QD1571.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1571.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1571
 QD1571.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1571
 QD1571.The geoid height was determined by GEOID03.
 QD1571
 QD1571;                    North         East     Units Scale Factor Converg.
 QD1571;SPC OR N     -   104,919.272 2,456,461.896   MT  0.99994189   -0 23 20.4
 QD1571;SPC OR N     -   344,223.33  8,059,258.19   iFT  0.99994189   -0 23 20.4
 QD1571;UTM  10      - 4,941,426.293   654,848.880   MT  0.99989487   +1 22 14.7
 QD1571
 QD1571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1571!SPC OR N     -   0.99985132  x   0.99994189  =   0.99979322
 QD1571!UTM  10      -   0.99985132  x   0.99989487  =   0.99974620
 QD1571
 QD1571|---------------------------------------------------------------------|
 QD1571| PID    Reference Object                     Distance      Geod. Az  |
 QD1571|                                                           dddmmss.s |
 QD1571| CF4167 BUCK RM 1                             9.542 METERS 09545     |
 QD1571| CF4168 BUCK RM 2                             5.062 METERS 16051     |
 QD1571| CF4166 BUCK AZ MK                                         1760630.6 |
 QD1571| QD1578 MADRAS TV STA KMAD MAST             APPROX. 9.0 KM 2480345.8 |
 QD1571| QD1572 BUCK RM A                            26.499 METERS 32917     |
 QD1571|---------------------------------------------------------------------|
 QD1571
 QD1571                          SUPERSEDED SURVEY CONTROL
 QD1571
 QD1571  NAD 83(1986)-  44 36 34.26437(N)    121 02 54.63270(W) AD(       ) 1
 QD1571  NAD 27      -  44 36 34.82300(N)    121 02 50.49700(W) AD(       ) 1
 QD1571  NGVD 29 (07/19/86)  968.3    (m)         3177.     (f) VERT ANG    3  
 QD1571
 QD1571.Superseded values are not recommended for survey control.
 QD1571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1571.See file dsdata.txt to determine how the superseded data were derived.
 QD1571
 QD1571_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ5484941426(NAD 83)
 QD1571_MARKER: DH = HORIZONTAL CONTROL DISK
 QD1571_SETTING: 80 = SET IN A BOULDER
 QD1571_SP_SET: IN DRILL HOLE IN A BOULDER
 QD1571_STAMPING: BUCK 1946
 QD1571_MARK LOGO: CGS   
 QD1571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD1571+STABILITY: SURFACE MOTION
 QD1571_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QD1571+SATELLITE: SATELLITE OBSERVATIONS - May 05, 1989
 QD1571
 QD1571  HISTORY     - Date     Condition        Report By
 QD1571  HISTORY     - 1946     MONUMENTED       CGS
 QD1571  HISTORY     - 1946     GOOD             CGS
 QD1571  HISTORY     - 1961     SEE DESCRIPTION  BPA
 QD1571  HISTORY     - 1971     SEE DESCRIPTION  NGS
 QD1571  HISTORY     - 19890505 GOOD             LOCSUR
 QD1571
 QD1571                          STATION DESCRIPTION
 QD1571
 QD1571'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 QD1571'STATION IS LOCATED ABOUT 4 MILES SOUTHEAST OF MADRAS AT THE
 QD1571'SOUTHERN END OF A ROCKY, PROMINENT BUTTE LOCALLY KNOWN AS BUCK
 QD1571'BUTTE.  IT IS STAMPED BUCK 1946 AND IS FLUSH WITH THE GROUND.
 QD1571'
 QD1571'REFERENCE MARK NO. 1 IS EAST OF THE STATION.  IT IS STAMPED
 QD1571'BUCK NO 1 1946 AND IS LEVEL WITH THE STATION.
 QD1571'
 QD1571'REFERENCE MARK NO. 2 IS SOUTH-SOUTHEAST OF THE STATION.  IT IS
 QD1571'STAMPED BUCK NO 2 1946 AND IS ABOUT 2 FEET LOWER THAN THE STATION.
 QD1571'
 QD1571'THE AZIMUTH MARK IS SOUTH OF THE STATION NEAR THE SOUTHWEST EDGE
 QD1571'OF A NORTH-SOUTH RIDGE THAT LEADS TO THE BUTTE ON WHICH THE
 QD1571'STATION IS LOCATED.  IT IS STAMPED BUCK 1946 AND IS LEVEL WITH
 QD1571'THE GROUND.
 QD1571'
 QD1571'TO REACH THE STATION FROM THE POST OFFICE IN MADRAS, GO NORTH
 QD1571'ON U.S. HIGHWAY NO. 97 TO THE FIRST STREET ON THE RIGHT (SIGN
 QD1571'ASHWOOD AND HAYCREEK).  THEN RIGHT (EAST) ON A DIRT ROAD FOR 0.45
 QD1571'MILE TO A FORK.  THEN LEFT FORK FOR 3.55 MILES TO A FARM HOUSE ON
 QD1571'THE LEFT.  CONTINUE AHEAD (EAST) FOR 0.2 MILE TO A GATE ON THE
 QD1571'RIGHT.  THEN RIGHT, THROUGH GATE, (SOUTH) FOR 1.15 MILES TO OLD
 QD1571'DESERTED FARM BUILDINGS ON THE LEFT.  CONTINUE AHEAD (SOUTH)
 QD1571'FOR 1.4 MILES TO A VERY DIM TRAIL ON THE LEFT.  THEN LEFT
 QD1571'(EAST) FOR ABOUT 0.05 MILE.  THEN LEFT (NORTH) ACROSS SAGE, AND
 QD1571'BEARING TO THE WEST, FOR 0.2 MILE TO THE TOP OF A NORTH-SOUTH
 QD1571'RIDGE*.  THEN RIGHT (NORTH) TO THE TOP OF THE BUTTE AND THE
 QD1571'STATION.
 QD1571'
 QD1571'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO SOUTHWEST FOR
 QD1571'0.2 MILE TO THE SOUTHWEST EDGE OF THE RIDGE.
 QD1571
 QD1571                          STATION RECOVERY (1946)
 QD1571
 QD1571'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 QD1571'RECOVERED IN GOOD CONDITION.
 QD1571
 QD1571                          STATION RECOVERY (1961)
 QD1571
 QD1571'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1961
 QD1571'STATION, BOTH R.M.S, AND AZIMUTH MARK RECOVERED IN GOOD
 QD1571'CONDITION.  A NEW TO REACH FOLLOWS--FROM THE INTERSECTION OF
 QD1571'U.S. 97 (5TH STREET) AND B. STREET IN MADRAS, GO EAST ON B STREET,
 QD1571'PASSING UNDER A POWER LINE AT 2.2 MILES.  CONTINUE FOR 2.0 MILES
 QD1571'TO A GATE IN A WIRE FENCE ON THE RIGHT AND A DIRT ROAD LEADING
 QD1571'SOUTH.  PASS THROUGH GATE AND FOLLOW DIRT ROAD, CURVING LEFT AND
 QD1571'PASSING ROCK CLIFFS ON SOUTH END OF RIDGE, FOR 2.5 MILES TO
 QD1571'WHERE BOTTOM OF RIDGE FALLS AWAY TO THE LEFT AND ROAD HEADS ON
 QD1571'THROUGH A FLAT MEADOW.  LEAVE ROAD AND FOLLOW BOTTOM OF SLOPE
 QD1571'FOR 0.1 MILE TO WHERE A JEEP TRAIL APPEARS GOING UP THE
 QD1571'HILL.  FOLLOW TRACK UPHILL FOR 0.8 MILE TO STATION NEAR TOP.
 QD1571
 QD1571                          STATION RECOVERY (1971)
 QD1571
 QD1571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LDF)
 QD1571'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 QD1571'WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARK 1 WAS FOUND IN
 QD1571'ERROR OF 0.012 METER LONGER THAN THE 1946 DESCRIPTION.  THE
 QD1571'CURRENT MEASUREMENT WAS CONFIRMED.
 QD1571'
 QD1571'THE STATION IS LOCATED ON THE SUMMIT OF BUCK BUTTE, IN THE
 QD1571'SW 1/4 SECTION 15, T 11 S, R 14 E, ON U.S. GOVERNMENT PROPERTY
 QD1571'MAINTAINED BY THE U.S. FOREST SERVICE.
 QD1571'
 QD1571'TO REACH FROM THE POST OFFICE IN MADRAS, GO NORTH ON 6TH STREET
 QD1571'FOR 0.05 MILE TO THE INTERSECTION OF 6TH AND B STREET.  TURN RIGHT
 QD1571'AND GO EAST ON B STREET FOR 2.6 MILES TO THE END OF THE PAVEMENT
 QD1571'AND A SIDE ROAD LEFT, CONTINUE EAST ON THE GRAVEL ROAD FOR 1.2
 QD1571'MILES TO MUD SPRINGS CREEK, CONTINUE EAST ON GRAVEL ROAD FOR 0.1
 QD1571'MILE TO A SIDE ROAD RIGHT AND A SIGN BUCK BUTTE 1.  TURN RIGHT
 QD1571'AND GO SOUTH ON A BLADED DIRT ROAD FOR 0.95 MILE TO A GATE, PASS
 QD1571'THROUGH THE GATE AND CONTINUE IN A SOUTHEASTERLY DIRECTION
 QD1571'FOR 0.95 MILE TO A GATE.  PASS THROUGH GATE AND CONTINUE EAST
 QD1571'AND NORTHEAST ON THE BLADED ROAD FOR 0.5 MILE TO A DIM TRACK
 QD1571'ROAD LEFT, TURN LEFT AND GO NORTH FOR 0.05 MILE TO A GATE.  PASS
 QD1571'THROUGH GATE, TURN SHARP LEFT AND GO SOUTHWEST ALONG THE NORTH
 QD1571'SIDE OF THE FENCE FOR 0.1 MILE, BEAR RIGHT AND GO WEST UP HILL ON
 QD1571'A VERY DIM TRACK ROAD FOR 0.4 MILE TO THE TOP OF RIDGE.  (TO
 QD1571'REACH THE AZIMUTH MARK TURN LEFT AND GO SOUTH FOR 0.2 MILE TO THE
 QD1571'SOUTH END OF THE RIDGE AND THE AZIMUTH MARK AS DESCRIBED.) TURN
 QD1571'RIGHT AND GO NORTH ON THE DIM TRACK ROAD FOR 0.45 MILE TO THE
 QD1571'SUMMIT OF THE BUTTE AND THE STATION.
 QD1571'
 QD1571'THE STATION MARK IS A STANDARD DISK STAMPED BUCK 1946, CEMENTED
 QD1571'IN A DRILL HOLE IN A BOULDER WHICH PROJECTS APPROXIMATELY 1 FOOT
 QD1571'ABOVE THE SURFACE OF THE GROUND.  THERE ARE NO PROMINENT OBJECTS
 QD1571'TO REFERENCE THE MARKS TO.
 QD1571'
 QD1571'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BUCK NO 1 1946,
 QD1571'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS
 QD1571'APPROXIMATELY 18 INCHES ABOVE THE SURFACE OF THE GROUND AND IS
 QD1571'APPROXIMATELY 1 FOOT LOWER THAN THE STATION.
 QD1571'
 QD1571'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BUCK NO 2 1946,
 QD1571'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS APPROXIMATELY
 QD1571'6 INCHES ABOVE THE SURFACE OF THE GROUND AND IS APPROXIMATELY
 QD1571'2 FEET LOWER THAN THE STATION.  THE DISK APPEARS TO BE IN GOOD
 QD1571'CONDITION.  HOWEVER, THE TOP HAS BEEN BATTERED SOMEWHAT.
 QD1571'
 QD1571'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BUCK 1946, CEMENTED
 QD1571'IN A DRILL HOLE IN OUTCROP WHICH PROJECTS APPROXIMATELY 18
 QD1571'INCHES.  IT IS LOCATED ON THE EXTREME SOUTHERN EDGE OF THE
 QD1571'RIDGE.  THERE ARE NO PROMINENT OBJECTS TO REFERENCE THE MARK TO.
 QD1571'
 QD1571'HEIGHT OF LIGHT ABOVE STATION MARK 20.1 FEET.
 QD1571'
 QD1571'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QD1571'4 MILES SOUTHEAST OF MADRAS.
 QD1571
 QD1571                          STATION RECOVERY (1989)
 QD1571
 QD1571'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989
 QD1571'CAPS HAVE BEEN PRIED ON WITH THE EXCEPTION OF
 QD1571'RM A.  DO NOT BELIEVE POSITION OF POINTS HAVE BEE DISTURBED.
 QD1571'TO REACH FROM MADRAS FROM THE JUNCTION OF US 97 NORTH, (5TH ST) AND B
 QD1571'STREET, GO EAST ON B STREET 6.4 KM (4.0 MI) TO OLD FARM HOUSE ON THE
 QD1571'LEFT, CONTINUE .32 KM (0.20 MI) EAST AND TURN SOUTH ONTO USFS ROAD
 QD1571'NUMBER 52 AND FOLLOW IT 4.0 KM (2.5 MI) PASSING CLIFFS ON SOUTH END
 QD1571'OF RIDGE AND ENTER MEADOW AREA.  TURN NORTH AND PASS THROUGH GATE IN
 QD1571'FENCE AT .16 KM (0.10 MI) TURN LEFT AND FOLLOW TRACH ROAD ALONG NORTH
 QD1571'SIDE OF FENCE AND UP END OF RIDGE NORTHERLY 1.3 KM (0.8 MI) TO THE
 QD1571'STATION AT THE TOP.
 QD1571'DESCRIBED BY DAVE BATEMAN OF DAVID EVANS AND ASSOCIATES,
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0896 ***********************************************************************
 NY0896  DESIGNATION -  BUCK
 NY0896  PID         -  NY0896
 NY0896  STATE/COUNTY-  OR/KLAMATH
 NY0896  USGS QUAD   -  MALIN (1988)
 NY0896
 NY0896                         *CURRENT SURVEY CONTROL
 NY0896  ___________________________________________________________________
 NY0896* NAD 83(1991)-  42 05 32.14910(N)    121 26 39.90658(W)     ADJUSTED  
 NY0896* NAVD 88     -      1619.8    (meters)    5314.     (feet)  VERTCON   
 NY0896  ___________________________________________________________________
 NY0896  LAPLACE CORR-           4.02  (seconds)                    DEFLEC99
 NY0896  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 NY0896  HORZ ORDER  -  FIRST
 NY0896
 NY0896.The horizontal coordinates were established by classical geodetic methods
 NY0896.and adjusted by the National Geodetic Survey in October 1991.
 NY0896
 NY0896.The NAVD 88 height was computed by applying the VERTCON shift value to
 NY0896.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NY0896
 NY0896.The Laplace correction was computed from DEFLEC99 derived deflections.
 NY0896
 NY0896.The geoid height was determined by GEOID03.
 NY0896
 NY0896;                    North         East     Units Scale Factor Converg.
 NY0896;SPC OR S     -    47,718.996 1,421,863.574   MT  1.00006940   -0 38 46.0
 NY0896;SPC OR S     -   156,558.39  4,664,906.74   iFT  1.00006940   -0 38 46.0
 NY0896;SPC CA 1     -   806,518.365 2,045,969.741   MT  1.00013601   +0 21 47.8
 NY0896;SPC CA 1     - 2,646,052.34  6,712,485.73   sFT  1.00013601   +0 21 47.8
 NY0896;UTM  10      - 4,661,191.014   628,644.924   MT  0.99980364   +1 02 34.4
 NY0896
 NY0896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NY0896!SPC OR S     -   0.99974953  x   1.00006940  =   0.99981891
 NY0896!SPC CA 1     -   0.99974953  x   1.00013601  =   0.99988551
 NY0896!UTM  10      -   0.99974953  x   0.99980364  =   0.99955322
 NY0896
 NY0896:                Primary Azimuth Mark                     Grid Az
 NY0896:SPC OR S     -  MALIN MUNICIPAL TANK                     161 03 11.1
 NY0896:SPC CA 1     -  MALIN MUNICIPAL TANK                     160 02 37.3
 NY0896:UTM  10      -  MALIN MUNICIPAL TANK                     159 21 50.7
 NY0896
 NY0896|---------------------------------------------------------------------|
 NY0896| PID    Reference Object                     Distance      Geod. Az  |
 NY0896|                                                           dddmmss.s |
 NY0896| NY0895 MALIN MUNICIPAL TANK                APPROX. 9.4 KM 1602425.1 |
 NY0896| CD6988 BUCK AZ MK                                         2505353.3 |
 NY0896| CD6989 BUCK RM 1                             3.769 METERS 25442     |
 NY0896| CD6990 BUCK RM 2                             7.089 METERS 34040     |
 NY0896|---------------------------------------------------------------------|
 NY0896
 NY0896                          SUPERSEDED SURVEY CONTROL
 NY0896
 NY0896  NAD 83(1986)-  42 05 32.15097(N)    121 26 39.90787(W) AD(       ) 1
 NY0896  NAD 27      -  42 05 32.60000(N)    121 26 35.93700(W) AD(       ) 1
 NY0896  NGVD 29 (07/19/86) 1618.7    (m)         5311.     (f) VERT ANG    3  
 NY0896
 NY0896.Superseded values are not recommended for survey control.
 NY0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0896.See file dsdata.txt to determine how the superseded data were derived.
 NY0896
 NY0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM2864561191(NAD 83)
 NY0896
 NY0896  HISTORY     - Date     Condition        Report By
 NY0896  HISTORY     - 1933     MONUMENTED       USGS
 NY0896  HISTORY     - 1948     SEE DESCRIPTION  CGS
 NY0896  HISTORY     - 1953     SEE DESCRIPTION  CGS
 NY0896
 NY0896                          STATION DESCRIPTION
 NY0896
 NY0896'DESCRIBED BY US GEOLOGICAL SURVEY 1933 (FGJ)
 NY0896'THE STATION IS ON THE HIGHEST POINT OF THE MOUNTAIN LYING BETWEEN
 NY0896'POE VALLEY AND PINE FLAT, AND ABOUT 1.0 MILE E OF THE POINT
 NY0896'WHERE THE ROAD CROSSES THE SADDLE.  THE TOP IS COVERED WITH LARGE
 NY0896'BOULDERS AND SMALL OAK TREES.
 NY0896'
 NY0896'STATION MARK, IS A U.S.G.S. BENCH MARK STAMPED BUCK 1933 BY
 NY0896'U.S.C. AND G.S. WEDGED IN A BOULDER.  REFERENCE MARKS ARE
 NY0896'STANDARD BRONZE DISKS IN BOULDERS AS DESCRIBED IN NOTE 12C.
 NY0896'
 NY0896'THE AZIMUTH MARK IS A SILVER COLORED TANK AT MALIN ON THE
 NY0896'NORTHEASTERN EDGE OF TOWN, 6.5 MILES W OF STATION.
 NY0896'
 NY0896'THE STATION IS BEST REACHED FROM KLAMATH FALLS BY TAKING THE
 NY0896'LAKEVIEW HIGHWAY TO OLENE.  CONTINUE 0.5 MILE, TURN RIGHT ACROSS
 NY0896'BRIDGE, TURNING LEFT AFTER CROSSING BRIDGE.  CONTINUE 6.5 MILES
 NY0896'TO A T-INTERSECTION, TURN RIGHT GO 4.3 MILES TO ANOTHER
 NY0896'T-INTERSECTION, TURN RIGHT AND GO TO TOP OF DIVIDE.  (A GOOD
 NY0896'TRUCK CAN BE DRIVEN ABOUT 0.7 MILE FROM HERE BY TAKING DOWN
 NY0896'FENCE AND PICKING WAY AMONG ROCKS).  IF NOT LEAVE TRUCK HERE
 NY0896'AND GO IN AN EASTERLY DIRECTION ABOUT 1.2 MILES TO HIGHEST PART
 NY0896'AND STATION.
 NY0896'
 NY0896'THE RAILROAD TANK IS ABOUT 1.0 MILE NW OF MALIN AND 7.0 MILES
 NY0896'W OF STATION.
 NY0896'
 NY0896'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 NY0896
 NY0896                          STATION RECOVERY (1948)
 NY0896
 NY0896'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (WRH)
 NY0896'THE STATION WAS RECOVERED AS DESCRIBED.  ALL THE MARKS WERE IN
 NY0896'GOOD CONDITION.  A COMPLETE DESCRIPTION FOLLOWS.
 NY0896'
 NY0896'THE STATION IS LOCATED ON THE HIGHEST POINT OF THE RIDGE THAT
 NY0896'LIES BETWEEN POE VALLEY AND PINE FLAT.  IT IS ABOUT 8 MILES
 NY0896'AIRLINE NORTHEAST OF TULELAKE, ABOUT 8 MILES AIRLINE EAST
 NY0896'NORTHEAST OF MERRILL AND ABOUT 7 MILES AIRLINE NORTH NORTHWEST
 NY0896'OF MALIN.
 NY0896'
 NY0896'THE STATION IS A STANDARD USGS STATION DISK THAT IS SET IN A
 NY0896'DRILL HOLE IN A BOULDER THAT PROJECTS ABOUT 18 INCHES ABOVE THE
 NY0896'GROUND.  IT IS ON THE NORTHWEST END OF THE HIGHEST POINT OF THE
 NY0896'RIDGE.  THE DISK IS STAMPED BUCK 1933.
 NY0896'
 NY0896'REFERENCE MARK NUMBER ONE IS A STANDARD REFERENCE MARK DISK THAT
 NY0896'IS SET IN A DRILL HOLE IN A BOULDER (NOTE 12C) THAT PROJECTS 5
 NY0896'INCHES ABOVE THE GROUND.  IT IS 10 FEET NORTH OF A 7 INCH JUNIPER
 NY0896'TREE AND ABOUT 15 INCHES LOWER THAN THE STATION.  THE DISK IS
 NY0896'STAMPED BUCK NO 1 1933.
 NY0896'
 NY0896'REFERENCE MARK NUMBER TWO IS A STANDARD REFERENCE MARK DISK THAT
 NY0896'IS SET IN A DRILL HOLE IN A LARGE BOULDER (NOTE 12C) THAT PROJECTS
 NY0896'3 FEET ABOVE THE GROUND.  IT IS 4 FEET LOWER THAN THE
 NY0896'STATION.  THE DISK IS STAMPED BUCK NO 2 1933.
 NY0896'
 NY0896'THE AZIMUTH MARK FOR THE STATION WAS THE MALIN, MUNICIPAL, TANK,
 NY0896'SILVER, ELEVATED.  IT IS ON THE NORTHEASTERN EDGE OF THE TOWN AND
 NY0896'ABOUT 7 MILES AIRLINE SOUTH SOUTHEAST OF THE STATION.
 NY0896'
 NY0896'TO REACH THE STATION FROM THE U.S. POST OFFICE IN MALIN GO WEST
 NY0896'ON THE PAVED ROAD FOR 2.0 MILES TO A PAVED CROSS ROAD.  TURN
 NY0896'RIGHT, NORTH, AND FOLLOW THE PAVED ROAD FOR 4.55 MILES TO WHERE THE
 NY0896'ROAD PASSES OVER THE DIVIDE AND A FIRE BREAK ROAD ON THE
 NY0896'RIGHT.  TURN RIGHT AND PASS THROUGH A WIRE GATE AND THEN FOLLOW
 NY0896'THE FIRE BREAK ROAD FOR 0.85 MILE TO A DIM TRACK ROAD LEFT.
 NY0896'TURN LEFT ONTO THE DIM ROAD AND FOLLOW IT FOR 0.8 MILE TO THE
 NY0896'END OF THE ROAD.  FROM THIS POINT PACK ACROSS THE ROCKY GROUND
 NY0896'TO THE BASE OF THE RIDGE AND THEN UP THE WEST SLOPE OF THE
 NY0896'RIDGE TO A FENCELINE.  CROSS OVER THE FENCE AND CONTINUE UP
 NY0896'TO THE TOP OF THE RIDGE.  FROM THE POINT WHERE YOU HIT THE
 NY0896'TOP OF THE RIDGE TURN LEFT AND FOLLOW THE TOP OF THE RIDGE
 NY0896'TO THE HIGHEST POINT THAT IS ON THE NORTH NORTHWEST END OF
 NY0896'THE RIDGE AND THE STATION AS DESCRIBED.
 NY0896'
 NY0896'DISTANCES TO R.M. 1 AND R.M. 2 WERE CHECKED AND FOUND TO HAVE
 NY0896'BEEN INTERCHANGED IN 1933.  OBSERVED FROM A 1.41 METER WOOD
 NY0896'STAND.  THE MALIN MUNICIPAL, TANK, ELEVATED SERVES AS THE
 NY0896'AZIMUTH MARK.
 NY0896
 NY0896                          STATION RECOVERY (1953)
 NY0896
 NY0896'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CTH)
 NY0896'THE STATION WAS FOUND AS DESCRIBED AND ALL MARKS WERE FOUND IN
 NY0896'GOOD CONDITION.  AN AZIMUTH MARK WAS FOUND THAT HAS NOT BEEN
 NY0896'MENTIONED IN THE PREVIOUS DESCRIPTION.  A DESCRIPTION OF THE
 NY0896'AZIMUTH MARK FOLLOWS.
 NY0896'
 NY0896'THE AZIMUTH MARK IS A STANDARD DISK SET IN A DRILL HOLE IN A
 NY0896'BOULDER THAT PROJECTS 6 INCHES, AND THE DISK IS STAMPED BUCK
 NY0896'1933.  IT IS 150 FEET SOUTHWEST OF A FENCE LINE, 25 FEET
 NY0896'NORTHEAST OF A CEDAR TREE, 6 FEET EAST OF A WITNESS POST, AND AT
 NY0896'THE END OF TRUCK TRAVEL.  DUE TO ROAD CHANGES A NEW TO REACH IS
 NY0896'NECESSARY.
 NY0896'
 NY0896'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 66 AND
 NY0896'U.S. HIGHWAY 97.  GO EASTERLY ON STATE ROUTE 66 FOR 9.0 MILES TO
 NY0896'OLENE, TURN RIGHT ACROSS A BRIDGE AND THEN LEFT FOLLOWING A PAVED
 NY0896'ROAD EASTERLY FOR 9.7 MILES TO A T-INTERSECTION.  TURN RIGHT AND
 NY0896'GO SOUTH FOR 4.3 MILES TO THE TOP OF A RIDGE AND A GATE ON THE
 NY0896'LEFT.  TURN LEFT THROUGH THE GATE AND GO EAST-NORTHEAST ON A
 NY0896'TRACK ROAD FOR 0.8 MILE TO A FORK.  TURN LEFT AND GO NORTHERLY
 NY0896'FOR 0.7 MILE TO THE END OF TRUCK TRAVEL AT A FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0663 ***********************************************************************
 PA0663  DESIGNATION -  BUCK
 PA0663  PID         -  PA0663
 PA0663  STATE/COUNTY-  OR/HARNEY
 PA0663  USGS QUAD   -  DUNNEAN (1972)
 PA0663
 PA0663                         *CURRENT SURVEY CONTROL
 PA0663  ___________________________________________________________________
 PA0663* NAD 83(1991)-  43 29 44.73186(N)    118 15 08.25338(W)     ADJUSTED  
 PA0663* NAVD 88     -      1543.9    (meters)    5065.     (feet)  VERTCON   
 PA0663  ___________________________________________________________________
 PA0663  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 PA0663  GEOID HEIGHT-         -18.39  (meters)                     GEOID03
 PA0663  HORZ ORDER  -  SECOND
 PA0663
 PA0663.The horizontal coordinates were established by classical geodetic methods
 PA0663.and adjusted by the National Geodetic Survey in October 1991.
 PA0663
 PA0663.The NAVD 88 height was computed by applying the VERTCON shift value to
 PA0663.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PA0663
 PA0663.The Laplace correction was computed from DEFLEC99 derived deflections.
 PA0663
 PA0663.The geoid height was determined by GEOID03.
 PA0663
 PA0663;                    North         East     Units Scale Factor Converg.
 PA0663;SPC OR S     -   205,620.963 1,681,761.807   MT  0.99991088   +1 32 15.9
 PA0663;SPC OR S     -   674,609.46  5,517,591.23   iFT  0.99991088   +1 32 15.9
 PA0663;UTM  11      - 4,816,632.016   398,751.722   MT  0.99972610   -0 51 43.3
 PA0663
 PA0663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PA0663!SPC OR S     -   0.99976084  x   0.99991088  =   0.99967174
 PA0663!UTM  11      -   0.99976084  x   0.99972610  =   0.99948701
 PA0663
 PA0663:                Primary Azimuth Mark                     Grid Az
 PA0663:SPC OR S     -  JUNIPER                                  025 02 45.6
 PA0663:UTM  11      -  JUNIPER                                  027 26 44.8
 PA0663
 PA0663|---------------------------------------------------------------------|
 PA0663| PID    Reference Object                     Distance      Geod. Az  |
 PA0663|                                                           dddmmss.s |
 PA0663| PA0655 JUNIPER                             APPROX.16.0 KM 0263501.5 |
 PA0663| CD6987 BUCK RM 2                             6.050 METERS 05551     |
 PA0663| CD6986 BUCK RM 1                             6.608 METERS 21717     |
 PA0663|---------------------------------------------------------------------|
 PA0663
 PA0663                          SUPERSEDED SURVEY CONTROL
 PA0663
 PA0663  NAD 83(1986)-  43 29 44.73816(N)    118 15 08.24716(W) AD(       ) 2
 PA0663  NAD 27      -  43 29 45.16380(N)    118 15 04.55040(W) AD(       ) 2
 PA0663  NGVD 29 (07/19/86) 1542.7    (m)         5061.     (f) VERT ANG    3  
 PA0663
 PA0663.Superseded values are not recommended for survey control.
 PA0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0663.See file dsdata.txt to determine how the superseded data were derived.
 PA0663
 PA0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ9875216632(NAD 83)
 PA0663_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PA0663_SETTING: 66 = SET IN ROCK OUTCROP
 PA0663_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 PA0663_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PA0663+STABILITY: POSITION/ELEVATION WELL
 PA0663
 PA0663  HISTORY     - Date     Condition        Report By
 PA0663  HISTORY     - 1972     MONUMENTED       USGS
 PA0663  HISTORY     - 1973     GOOD             USGS
 PA0663
 PA0663                          STATION DESCRIPTION
 PA0663
 PA0663'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 PA0663'LOCATED ABOUT 10.5 MI NE. OF VENATOR, ABOUT 6.5 MI SW. OF DAM AT
 PA0663'WARM SPRINGS RESERVOIR, ABOUT 6.0 MI SW. OF RIVERSIDE.  AT HIGHEST
 PA0663'POINT OF BUCK MOUNTAIN.
 PA0663'
 PA0663'STATION REACHED BY HELICOPTER.  GOOD LANDING SITE 100 FT S. OF
 PA0663'STATION.
 PA0663'
 PA0663'TO REACH FROM OASIS CAFE AND MOTEL IN JUNTURA, DRIVE W. ON U.S.
 PA0663'HWY. 20 0.2 MI TO X-RD.  TURN LEFT ON GRAVEL RD. AT SIGN
 PA0663'RIVERSIDE 17.6 MI TO RD. FORK.  TAKE LEFT FORK 4.0 MI ON
 PA0663'MAIN-TRAVELED RD. TO T-RD. TO CRESTON, CONTINUE STRAIGHT AHEAD
 PA0663'1.1 MI TO RD. AT RANCH.  TURN RIGHT PASSING BY SMALL GREEN
 PA0663'BUILDING 0.3 MI TO RR. X-ING., CONTINUE 0.65 MI TO Y-RD.  KEEP
 PA0663'RIGHT (W.) 0.2 MI TO GATE, PASS THROUGH GATE 100 FT TO Y-RD.
 PA0663'KEEP LEFT 2.7 MI (W.) TO DIM TRACK RD. LEFT.  FOLLOW DIM TRACKS UP
 PA0663'RIDGE 0.6 MI.  LEAVE RD. AND PROCEED CROSS-COUNTRY (S. AND W.) 0.5
 PA0663'MI TO GATE, PASS THROUGH GATE 0.2 MI TO SADDLE, CONTINUE S. 0.1
 PA0663'MI TO DRAIN.  TURN RIGHT (W.) UPHILL 0.3 MI TO SADDLE.  TURN RIGHT
 PA0663'UPHILL 0.3 MI TO ROCKY OUTCROP AND STATION ON HIGHEST POINT OF
 PA0663'TOP.
 PA0663'
 PA0663'STATION MARK--STANDARD ALUMINUM TABLET STAMPED---BUCK 1972---,
 PA0663'CEMENTED IN DRILL HOLE IN ROCK OUTCROP.
 PA0663'
 PA0663'RM 1--STANDARD BRONZE TABLET STAMPED---BUCK NO 1 1972---, CEMENTED
 PA0663'IN DRILL HOLE IN ROCK OUTCROP, 5.2 FT BELOW STATION MARK.
 PA0663'
 PA0663'RM 2--STANDARD BRONZE TABLET STAMPED---BUCK NO 2 1972---, CEMENTED
 PA0663'IN DRILL HOLE IN ROCK OUTCROP, 2.6 FT BELOW STATION MARK.
 PA0663'
 PA0663'INSTRUMENT STAND 4.60 FT ABOVE STATION MARK.
 PA0663
 PA0663                          STATION RECOVERY (1973)
 PA0663
 PA0663'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 PA0663'NOT OCCUPIED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0689 ***********************************************************************
 PA0689  DESIGNATION -  BUCK
 PA0689  PID         -  PA0689
 PA0689  STATE/COUNTY-  OR/HARNEY
 PA0689  USGS QUAD   -  TROUT CREEK (1990)
 PA0689
 PA0689                         *CURRENT SURVEY CONTROL
 PA0689  ___________________________________________________________________
 PA0689* NAD 83(1991)-  43 53 48.93862(N)    118 55 39.39209(W)     ADJUSTED  
 PA0689* NAVD 88     -      1509.0    (meters)    4951.     (feet)  VERTCON   
 PA0689  ___________________________________________________________________
 PA0689  LAPLACE CORR-           1.91  (seconds)                    DEFLEC99
 PA0689  GEOID HEIGHT-         -18.24  (meters)                     GEOID03
 PA0689  HORZ ORDER  -  SECOND
 PA0689
 PA0689.The horizontal coordinates were established by classical geodetic methods
 PA0689.and adjusted by the National Geodetic Survey in October 1991.
 PA0689
 PA0689.The NAVD 88 height was computed by applying the VERTCON shift value to
 PA0689.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PA0689
 PA0689.The Laplace correction was computed from DEFLEC99 derived deflections.
 PA0689
 PA0689.The geoid height was determined by GEOID03.
 PA0689
 PA0689;                    North         East     Units Scale Factor Converg.
 PA0689;SPC OR S     -   248,937.217 1,626,323.103   MT  0.99997544   +1 04 32.7
 PA0689;SPC OR S     -   816,723.15  5,335,705.72   iFT  0.99997544   +1 04 32.7
 PA0689;SPC OR N     -    26,818.050 2,626,343.126   MT  1.00013832   +1 06 54.4
 PA0689;SPC OR N     -    87,985.73  8,616,611.31   iFT  1.00013832   +1 06 54.4
 PA0689;UTM  11      - 4,862,230.898   345,187.203   MT  0.99989479   -1 20 12.5
 PA0689
 PA0689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PA0689!SPC OR S     -   0.99976630  x   0.99997544  =   0.99974174
 PA0689!SPC OR N     -   0.99976630  x   1.00013832  =   0.99990459
 PA0689!UTM  11      -   0.99976630  x   0.99989479  =   0.99966111
 PA0689
 PA0689:                Primary Azimuth Mark                     Grid Az
 PA0689:SPC OR S     -  CALAMITY BUTTE                           065 32 01.4
 PA0689:SPC OR N     -  CALAMITY BUTTE                           065 29 39.7
 PA0689:UTM  11      -  CALAMITY BUTTE                           067 56 46.6
 PA0689
 PA0689|---------------------------------------------------------------------|
 PA0689| PID    Reference Object                     Distance      Geod. Az  |
 PA0689|                                                           dddmmss.s |
 PA0689| PA0681 CALAMITY BUTTE                      APPROX. 8.9 KM 0663634.1 |
 PA0689| CD6984 BUCK RM 1                             6.310 METERS 08154     |
 PA0689| CD6985 BUCK RM 2                             5.483 METERS 23329     |
 PA0689|---------------------------------------------------------------------|
 PA0689
 PA0689                          SUPERSEDED SURVEY CONTROL
 PA0689
 PA0689  NAD 83(1986)-  43 53 48.94416(N)    118 55 39.38600(W) AD(       ) 2
 PA0689  NAD 27      -  43 53 49.39800(N)    118 55 35.60400(W) AD(       ) 2
 PA0689  NGVD 29 (07/19/86) 1507.7    (m)         4947.     (f) VERT ANG    3  
 PA0689
 PA0689.Superseded values are not recommended for survey control.
 PA0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0689.See file dsdata.txt to determine how the superseded data were derived.
 PA0689
 PA0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ4518762231(NAD 83)
 PA0689_MARKER: DS = TRIANGULATION STATION DISK
 PA0689_SETTING: 66 = SET IN ROCK OUTCROP
 PA0689
 PA0689  HISTORY     - Date     Condition        Report By
 PA0689  HISTORY     - 1957     MONUMENTED       CGS
 PA0689  HISTORY     - 1987     GOOD             USPSQD
 PA0689
 PA0689                          STATION DESCRIPTION
 PA0689
 PA0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 PA0689'THE STATION IS LOCATED ABOUT 21 MILES AIRLINE NORTH NORTHEAST OF
 PA0689'BURNS, AND ABOUT 16 MILES AIRLINE SOUTHEAST OF SENECA, ON A SAGE
 PA0689'COVERED RIDGE 1/2 MILE EAST OF U.S. HIGHWAY 395.
 PA0689'
 PA0689'TO REACH FROM THE POST OFFICE IN BURNS GO NORTHERLY ON
 PA0689'U.S. HIGHWAY 395 FOR 21 MILES TO U.S. FOREST SERVICE GUARD STATION
 PA0689'ON RIGHT, CONTINUE ON U.S. HIGHWAY 395 FOR 4.8 MILES TO SIDE
 PA0689'ROAD RIGHT, TURN RIGHT ACROSS WOODEN BRIDGE, PASS THROUGH WIRE
 PA0689'GATE AT EDGE OF BUILDINGS, UP HILLSIDE FOR 0.4 MILE TO FORKS,
 PA0689'KEEP LEFT FORK FOR 0.5 MILE TO TOP OF RIDGE AND STATION.
 PA0689'
 PA0689'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE IN A
 PA0689'DRILL HOLE IN BEDROCK.  MARK IS STAMPED BUCK 1957, AND IS 7 FOOT
 PA0689'SOUTH OF A WHITE WITNESS POST.
 PA0689'
 PA0689'REFERENCE MARK 1 IS A STANDARD BRONZE DISK SET IN CONCRETE IN A
 PA0689'DRILL HOLE IN BEDROCK.  IT IS STAMPED BUCK NO 1 1957 AND IS FLUSH
 PA0689'WITH GROUND LEVEL.
 PA0689'
 PA0689'REFERENCE MARK 2 IS A STANDARD BRONZE DISK SET IN CONCRETE IN A
 PA0689'DRILL HOLE IN BEDROCK.  IT IS STAMPED BUCK NO 2 1957 AND PROJECTS
 PA0689'10 INCHES.
 PA0689'
 PA0689'HEIGHT OF LIGHT ABOVE STATION MARK 1.50 METERS.
 PA0689
 PA0689                          STATION RECOVERY (1987)
 PA0689
 PA0689'RECOVERY NOTE BY US POWER SQUADRON 1987 (PGG)
 PA0689'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2548 ***********************************************************************
 RC2548  DESIGNATION -  BUCK
 RC2548  PID         -  RC2548
 RC2548  STATE/COUNTY-  OR/GILLIAM
 RC2548  USGS QUAD   -  CHIMNEY SPRINGS (1970)
 RC2548
 RC2548                         *CURRENT SURVEY CONTROL
 RC2548  ___________________________________________________________________
 RC2548* NAD 83(1991)-  45 04 48.67112(N)    120 27 36.07829(W)     ADJUSTED  
 RC2548* NAVD 88     -       938.3    (meters)    3078.     (feet)  VERTCON   
 RC2548  ___________________________________________________________________
 RC2548  LAPLACE CORR-           4.66  (seconds)                    DEFLEC99
 RC2548  GEOID HEIGHT-         -20.59  (meters)                     GEOID03
 RC2548  HORZ ORDER  -  SECOND
 RC2548
 RC2548.The horizontal coordinates were established by classical geodetic methods
 RC2548.and adjusted by the National Geodetic Survey in October 1991.
 RC2548
 RC2548.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC2548.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC2548
 RC2548.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2548
 RC2548.The geoid height was determined by GEOID03.
 RC2548
 RC2548;                    North         East     Units Scale Factor Converg.
 RC2548;SPC OR N     -   157,072.807 2,503,147.431   MT  0.99989577   +0 01 42.1
 RC2548;SPC OR N     -   515,330.73  8,212,425.95   iFT  0.99989577   +0 01 42.1
 RC2548;UTM  10      - 4,994,996.830   699,909.621   MT  1.00009142   +1 47 56.9
 RC2548
 RC2548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2548!SPC OR N     -   0.99985614  x   0.99989577  =   0.99975192
 RC2548!UTM  10      -   0.99985614  x   1.00009142  =   0.99994755
 RC2548
 RC2548|---------------------------------------------------------------------|
 RC2548| PID    Reference Object                     Distance      Geod. Az  |
 RC2548|                                                           dddmmss.s |
 RC2548| CF4588 BUCK RM 2                             7.443 METERS 03056     |
 RC2548| CF4587 BUCK RM 1                             9.602 METERS 11035     |
 RC2548| CF4586 BUCK AZ MK                                         1260122.7 |
 RC2548|---------------------------------------------------------------------|
 RC2548
 RC2548                          SUPERSEDED SURVEY CONTROL
 RC2548
 RC2548  NAD 83(1986)-  45 04 48.68048(N)    120 27 36.07443(W) AD(       ) 2
 RC2548  NAD 27      -  45 04 49.22200(N)    120 27 31.94300(W) AD(       ) 2
 RC2548  NGVD 29 (07/19/86)  937.2    (m)         3075.     (f) VERT ANG    3  
 RC2548
 RC2548.Superseded values are not recommended for survey control.
 RC2548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2548.See file dsdata.txt to determine how the superseded data were derived.
 RC2548
 RC2548_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ9991094997(NAD 83)
 RC2548_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RC2548_SETTING: 80 = SET IN A BOULDER
 RC2548_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 RC2548
 RC2548  HISTORY     - Date     Condition        Report By
 RC2548  HISTORY     - 1946     MONUMENTED       CGS
 RC2548  HISTORY     - 1969     SEE DESCRIPTION  CGS
 RC2548
 RC2548                          STATION DESCRIPTION
 RC2548
 RC2548'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 RC2548'THE STATION IS LOCATED ABOUT 13.5 MILES AIRLINE WEST-NORTHWEST OF
 RC2548'FOSSIL AND ABOUT 17.5 MILES AIRLINE SOUTH-WEST OF CONDON.  IT IS
 RC2548'2 MILES EAST OF THE JOHN DAY RIVER ON THE NORTH WEST END OF A
 RC2548'ROCK RIDGE WHICH EXTENDS NORTHWEST FROM THE HIGHEST POINT IN THE
 RC2548'VICINITY AND IS 0.35 MILE NORTH WEST OF THE HIGHEST POINT.  IT IS
 RC2548'355.7 FEET NORTHWEST OF A SMALL JUNIPER TREE.  MARK IS STAMPED
 RC2548'BUCK 1946 AND PROJECTS 6 INCHES.
 RC2548'
 RC2548'REFERENCE MARK NO.1 IS EAST-SOUTHEAST OF THE STATION AND 2 FEET
 RC2548'LOWER.  MARK IS STAMPED BUCK NO.1 1946 AND PROJECTS 6 INCHES.
 RC2548'
 RC2548'REFERENCE MARK NO.2 IS NORTHEAST OF THE STATION AND IS THE SAME
 RC2548'ELEVATION.  MARK IS STAMPED BUCK NO.2 1946 AND PROJECTS ONE FOOT.
 RC2548'
 RC2548'THE AZIMUTH MARK IS APPROXIMATELY 0.4 MILE SOUTHEAST OF THE
 RC2548'STATION AND 0.1 MILE WEST OF A WIRE FENCE GATE.  MARK IS STAMPED
 RC2548'BUCK 1946 AND PROJECTS 1 FOOT.
 RC2548'
 RC2548'SUBSTITUTE STATION IS THE CENTER OF ONE OF THE SMALL JUNIPER
 RC2548'TREES IN THE VICINITY.
 RC2548'
 RC2548'TO REACH THE STATION FROM THE POST OFFICE IN CONDON, GO SOUTH ON
 RC2548'STATE HIGHWAY 19 FOR 7.2 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT
 RC2548'OFF HIGHWAY AND FOLLOW GRAVEL ROAD UP CANYON FOR 4.1 MILES TO A
 RC2548'CROSSROAD.  HERE TURN RIGHT AS PER SIGN BUCKHORN AND FOLLOW GRAVEL
 RC2548'ROAD WEST FOR 7.8 MILES TO THE JEAGER RANCH AND A WIRE GATE.
 RC2548'PASS THROUGH THE GATE, TURN SHARP LEFT THROUGH A BOARD GATE JUST
 RC2548'SOUTH OF THE WIRE GATE AND GO 0.05 MILE TO A ROAD RIGHT.  TURN
 RC2548'RIGHT THROUGH A GATE AND FOLLOW THIS ROAD PAST SEVERAL GRAIN
 RC2548'BINS AND INTO A PASTURE, THENCE INTO A FIELD FOR 3.4 MILES TO
 RC2548'AN OLD HOUSE AND BARNS.  CONTINUE UP HILL ON THE OLD ROAD ALONG
 RC2548'A TELEPHONE LINE FOR 0.5 MILE TO A WIRE GATE BETWEEN TWO ROCK
 RC2548'CRIBS.  PASS THROUGH GATE AND GO 0.1 MILE*, THEN ANGLE RIGHT,
 RC2548'DOWN GRADE AND FOLLOW DIM TRACKS ALONG THE RIDGE FOR 0.45 MILE
 RC2548'TO THE STATION AS DESCRIBED.
 RC2548'
 RC2548'*FROM HERE THE AZIMUTH MARK IS JUST TO THE WEST OF A GROUP OF
 RC2548'LARGE BOULDERS.
 RC2548
 RC2548                          STATION RECOVERY (1969)
 RC2548
 RC2548'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (NET)
 RC2548'THE STATION MARK, STAMPED BUCK 1946, REFERENCE MARK NO. 1, STAMPED
 RC2548'BUCK NO 1 1946, REFERENCE MARK NO. 2, STAMPED BUCK NO 2 1946 AND
 RC2548'THE AZIMUTH MARK, STAMPED BUCK 1946 WERE RECOVERED IN GOOD
 RC2548'CONDITION.  A ROCK CAIRN WAS BUILT 1 FOOT NORTH OF THE STATION
 RC2548'MARK.  A METAL WITNESS POST WAS PLACED 2 FEET SOUTH OF THE
 RC2548'AZIMUTH MARK.  THE STATION IS ON RANGE LAND OWNED BY MR. JOHN
 RC2548'RATTRAY.  ROADS HAVE CHANGED.  A NEW TO REACH FOLLOWS.
 RC2548'
 RC2548'TO REACH THE STATION FROM THE CONDON POST OFFICE GO SOUTH ON
 RC2548'STATE HIGHWAY 19 FOR 5.8 MILES TO THE BRIDGE OVER THIRTYMILE
 RC2548'CREEK, CONTINUE SOUTH ON THE HIGHWAY FOR 1.1 MILES TO WEHRLI
 RC2548'CANYON ROAD ON THE RIGHT, TURN RIGHT AND GO WEST AND SOUTH ON
 RC2548'WEHRLI CANYON ROAD FOR 4.0 MILES TO A CROSSROAD, TURN RIGHT AND
 RC2548'GO WEST ON THE MACADAM AND GRAVELED BUCKHORN CANYON ROAD FOR 5.0
 RC2548'MILES TO THE ARMSTRONG CANYON ROAD ON THE RIGHT, CONTINUE WEST
 RC2548'AND SOUTHWEST ON THE BUCKHORN ROAD FOR 2.6 MILES TO A GATE ON
 RC2548'THE LEFT, JUST EAST OF MR. JOHN RATTRAYS RANCH BUILDINGS, TURN
 RC2548'LEFT, PASS THROUGH THE GATE AND GO SOUTH AND WEST ON THE TRACK
 RC2548'ROAD BETWEEN THE CULTIVATED FIELD AND THE FENCE FOR 2.0
 RC2548'MILES TO THE SOUTHWEST CORNER OF THE CULTIVATED FIELD,
 RC2548'CONTINUE WEST ACROSS THE GRASSLAND FOR 0.3 MILE TO THE SOUTH
 RC2548'END OF ANOTHER CULTIVATED FIELD, CONTINUE WEST ACROSS THE SOUTH
 RC2548'END OF THE CULTIVATED FIELD FOR 0.4 MILE TO A GATE AT THE
 RC2548'SOUTHWEST CORNER OF THE FIELD, PASS THROUGH THE GATE AND
 RC2548'CONTINUE WEST ON THE TRACK ROAD FOR 0.25 MILE TO A GATE,
 RC2548'PASS THROUGH THE GATE AND CONTINUE SOUTHWEST ON THE TRACK ROAD
 RC2548'FOR 0.3 MILE TO AN OLD SHACK AND CORRAL ON THE RIGHT,
 RC2548'CONTINUE SOUTHWEST FOR 0.2 MILE TO A FORK, TAKE THE LEFT FORK,
 RC2548'UPGRADE, AND CONTINUE SOUTHWEST FOR 0.2 MILE TO A GATE AT THE
 RC2548'ROCK CRIBS, PASS THROUGH THE GATE AND GO SOUTHWEST FOR 0.15
 RC2548'MILE, THEN TURN NORTHWEST, DOWN THE RIDGE, FOR 150 FEET TO THE
 RC2548'AZIMUTH MARK ON THE LEFT, CONTINUE NORTHWEST OUT THE RIDGE FOR
 RC2548'0.4 MILE TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1233 ***********************************************************************
 NZ1233  DESIGNATION -  BUCK
 NZ1233  PID         -  NZ1233
 NZ1233  STATE/COUNTY-  OR/DOUGLAS
 NZ1233  USGS QUAD   -  QUINES CREEK (1986)
 NZ1233
 NZ1233                         *CURRENT SURVEY CONTROL
 NZ1233  ___________________________________________________________________
 NZ1233* NAD 83(1991)-  42 50 08.03107(N)    123 15 17.22511(W)     ADJUSTED  
 NZ1233* NAVD 88     -       573.9    (meters)    1883.     (feet)  VERTCON   
 NZ1233  ___________________________________________________________________
 NZ1233  LAPLACE CORR-           1.86  (seconds)                    DEFLEC99
 NZ1233  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 NZ1233  HORZ ORDER  -  SECOND
 NZ1233
 NZ1233.The horizontal coordinates were established by classical geodetic methods
 NZ1233.and adjusted by the National Geodetic Survey in October 1991.
 NZ1233
 NZ1233.The NAVD 88 height was computed by applying the VERTCON shift value to
 NZ1233.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NZ1233
 NZ1233.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ1233
 NZ1233.The geoid height was determined by GEOID03.
 NZ1233
 NZ1233;                    North         East     Units Scale Factor Converg.
 NZ1233;SPC OR S     -   133,547.634 1,274,834.675   MT  0.99991141   -1 53 04.8
 NZ1233;SPC OR S     -   438,148.41  4,182,528.46   iFT  0.99991141   -1 53 04.8
 NZ1233;UTM  10      - 4,742,586.219   479,177.617   MT  0.99960533   -0 10 23.6
 NZ1233
 NZ1233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NZ1233!SPC OR S     -   0.99991371  x   0.99991141  =   0.99982512
 NZ1233!UTM  10      -   0.99991371  x   0.99960533  =   0.99951907
 NZ1233
 NZ1233:                Primary Azimuth Mark                     Grid Az
 NZ1233:SPC OR S     -  PATRICK                                  016 22 05.9
 NZ1233:UTM  10      -  PATRICK                                  014 39 24.7
 NZ1233
 NZ1233|---------------------------------------------------------------------|
 NZ1233| PID    Reference Object                     Distance      Geod. Az  |
 NZ1233|                                                           dddmmss.s |
 NZ1233| NZ1227 PATRICK                             APPROX. 1.0 KM 0142901.1 |
 NZ1233|---------------------------------------------------------------------|
 NZ1233
 NZ1233                          SUPERSEDED SURVEY CONTROL
 NZ1233
 NZ1233  NAD 83(1986)-  42 50 08.01968(N)    123 15 17.24627(W) AD(       ) 2
 NZ1233  NAD 27      -  42 50 08.58740(N)    123 15 13.01770(W) AD(       ) 2
 NZ1233  NGVD 29 (07/19/86)  572.9    (m)         1880.     (f) VERT ANG    3  
 NZ1233
 NZ1233.Superseded values are not recommended for survey control.
 NZ1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1233.See file dsdata.txt to determine how the superseded data were derived.
 NZ1233
 NZ1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN7917842586(NAD 83)
 NZ1233_MARKER: Z = SEE DESCRIPTION
 NZ1233_SETTING: 0 = UNSPECIFIED SETTING
 NZ1233_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ1233
 NZ1233  HISTORY     - Date     Condition        Report By
 NZ1233  HISTORY     - 1963     MONUMENTED       ORDT
 NZ1233
 NZ1233                          STATION DESCRIPTION
 NZ1233
 NZ1233'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1963 (FN)
 NZ1233'THE STATION IS ABOUT 7 MILES SOUTH OF CANYONVILLE ON THE WEST
 NZ1233'RIGHT-OF-WAY OF U.S. HIGHWAY 99.
 NZ1233'
 NZ1233'TO REACH THE STATION FROM THE CROSS STREET JUST WEST OF THE POST
 NZ1233'OFFICE IN CANYONVILLE GO SOUTH ON U.S. HIGHWAY 99 FOR 7.3 MILES TO
 NZ1233'THE STATION ON THE RIGHT.
 NZ1233'
 NZ1233'THE STATION MARK, STAMPED BUCK USC AND GS 1962, IS A STATE
 NZ1233'HIGHWAY SURVEY STATION MARK DISK BRAZED TO THE TOP OF A 2 1/2-INCH
 NZ1233'IRON PIPE THAT PROJECTS 6 INCHES.  IT IS 30 FEET WEST OF THE CENTER
 NZ1233'OF U.S. HIGHWAY 99, 4 FEET SOUTH OF A WOODEN WITNESS POST AND 2
 NZ1233'FEET NORTH OF A METAL POST.
 NZ1233'
 NZ1233'THERE WERE NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.
 NZ1233'
 NZ1233'THIS STATION WAS MARKED IN 1962 AND OCCUPIED IN 1963.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2470 ***********************************************************************
 QE2470  DESIGNATION -  BUCK
 QE2470  PID         -  QE2470
 QE2470  STATE/COUNTY-  OR/LINCOLN
 QE2470  USGS QUAD   -  NEWPORT SOUTH (1984)
 QE2470
 QE2470                         *CURRENT SURVEY CONTROL
 QE2470  ___________________________________________________________________
 QE2470* NAD 83(1991)-  44 31 56.39348(N)    124 04 30.86534(W)     ADJUSTED  
 QE2470* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 QE2470  ___________________________________________________________________
 QE2470  LAPLACE CORR-          17.42  (seconds)                    DEFLEC99
 QE2470  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 QE2470  HORZ ORDER  -  THIRD
 QE2470
 QE2470.The horizontal coordinates were established by classical geodetic methods
 QE2470.and adjusted by the National Geodetic Survey in October 1991.
 QE2470
 QE2470.The orthometric height was scaled from a topographic map.
 QE2470
 QE2470.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2470
 QE2470.The geoid height was determined by GEOID03.
 QE2470
 QE2470;                    North         East     Units Scale Factor Converg.
 QE2470;SPC OR N     -   102,481.599 2,215,925.172   MT  0.99995583   -2 32 07.8
 QE2470;SPC OR N     -   336,225.72  7,270,095.71   iFT  0.99995583   -2 32 07.8
 QE2470;UTM  10      - 4,931,562.722   414,567.972   MT  0.99968975   -0 45 14.8
 QE2470
 QE2470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2470!SPC OR N     -   1.00000266  x   0.99995583  =   0.99995849
 QE2470!UTM  10      -   1.00000266  x   0.99968975  =   0.99969241
 QE2470
 QE2470:                Primary Azimuth Mark                     Grid Az
 QE2470:SPC OR N     -  MORRISON                                 008 26 12.0
 QE2470:UTM  10      -  MORRISON                                 006 39 19.0
 QE2470
 QE2470|---------------------------------------------------------------------|
 QE2470| PID    Reference Object                     Distance      Geod. Az  |
 QE2470|                                                           dddmmss.s |
 QE2470| QE1086 MORRISON                            APPROX. 1.8 KM 0055404.2 |
 QE2470| CD9647 BUCK RM 2                             9.373 METERS 10033     |
 QE2470| CD9646 BUCK RM 1                            25.262 METERS 18156     |
 QE2470|---------------------------------------------------------------------|
 QE2470
 QE2470                          SUPERSEDED SURVEY CONTROL
 QE2470
 QE2470  NAD 83(1986)-  44 31 56.42998(N)    124 04 30.91760(W) AD(       ) 3
 QE2470  NAD 27      -  44 31 56.97000(N)    124 04 26.50000(W) AD(       ) 3
 QE2470
 QE2470.Superseded values are not recommended for survey control.
 QE2470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2470.See file dsdata.txt to determine how the superseded data were derived.
 QE2470
 QE2470_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ1456831563(NAD 83)
 QE2470_MARKER: Z = SEE DESCRIPTION
 QE2470_SETTING: 0 = UNSPECIFIED SETTING
 QE2470
 QE2470  HISTORY     - Date     Condition        Report By
 QE2470  HISTORY     - 1927     MONUMENTED       CGS
 QE2470  HISTORY     - 1934     SEE DESCRIPTION  ORGS
 QE2470  HISTORY     - 1956     SEE DESCRIPTION  USGS
 QE2470
 QE2470                          STATION DESCRIPTION
 QE2470
 QE2470'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (GLB)
 QE2470'STATION IS ON A HIGH BLUFF ABOUT 1/2 MILE N OF BEAVER CREEK, ON
 QE2470'THE MOST PROMINENT POINT IN THIS VICINITY, 4 METERS FROM EDGE OF
 QE2470'BLUFF, AND ABOUT 50 METERS W OF MANERY LOGGING RAILROAD.  THERE
 QE2470'ARE A FEW DWARFED FIR TREES CLOSE TO THE STATION.
 QE2470'
 QE2470'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 QE2470'CONCRETE IN THE TOP 10-INCH TILES PROJECTING 6 INCHES ABOVE THE
 QE2470'GROUND.
 QE2470'
 QE2470'UNDERGROUND MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 QE2470'
 QE2470'REFERENCE MARK NO.1 IS S OF THE STATION, ABOUT 4 METERS FROM
 QE2470'EDGE OF BLUFF.
 QE2470'
 QE2470'REFERENCE MARK NO.2 IS E OF THE STATION, ABOUT 15 METERS FROM
 QE2470'EDGE OF BLUFF.
 QE2470
 QE2470                          STATION RECOVERY (1934)
 QE2470
 QE2470'RECOVERY NOTE BY OREGON GEODETIC SURVEY 1934
 QE2470'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 QE2470'
 QE2470'LOCATED ABOUT 2.8 MILES N ALONG THE OREGON COAST HIGHWAY FROM
 QE2470'THE POST OFFICE AT SEAL ROCKS, AND 0.9 MILE N OF THE BEAVER CREEK
 QE2470'BRIDGE, ON THE FIRST PROMINENT BLUFF N OF THE MOUTH OF BEAVER
 QE2470'CREEK.  THE STATION IS ABOUT 100 FEET W OF THE HIGHWAY AND NEAR
 QE2470'HIGHWAY SURVEY STATION 972, AND IS ON A BRUSH COVERED FLAT ABOUT
 QE2470'10 FEET ABOVE THE ROADWAY.  THERE IS A SMALL DRAIN ABOUT 250
 QE2470'FEET TO THE S.  THE STATION IS ABOUT 10 FEET E OF THE EDGE OF
 QE2470'THE BLUFF.
 QE2470
 QE2470                          STATION RECOVERY (1956)
 QE2470
 QE2470'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 QE2470'STATION PROBABLY COVERED WITH BRUSH.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2593 ***********************************************************************
 QE2593  DESIGNATION -  BUCK
 QE2593  PID         -  QE2593
 QE2593  STATE/COUNTY-  OR/LANE
 QE2593  USGS QUAD   -  MERCER LAKE (1984)
 QE2593
 QE2593                         *CURRENT SURVEY CONTROL
 QE2593  ___________________________________________________________________
 QE2593* NAD 83(1991)-  44 03 38.37070(N)    124 06 02.36260(W)     ADJUSTED  
 QE2593* NAVD 88     -        45.2    (meters)     148.     (feet)  VERTCON   
 QE2593  ___________________________________________________________________
 QE2593  LAPLACE CORR-          14.97  (seconds)                    DEFLEC99
 QE2593  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 QE2593  HORZ ORDER  -  SECOND
 QE2593
 QE2593.The horizontal coordinates were established by classical geodetic methods
 QE2593.and adjusted by the National Geodetic Survey in October 1991.
 QE2593
 QE2593.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE2593.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE2593
 QE2593.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2593
 QE2593.The geoid height was determined by GEOID03.
 QE2593
 QE2593;                    North         East     Units Scale Factor Converg.
 QE2593;SPC OR S     -   272,144.730 1,211,583.722   MT  1.00001598   -2 27 48.2
 QE2593;SPC OR S     -   892,863.29  3,975,012.21   iFT  1.00001598   -2 27 48.2
 QE2593;UTM  10      - 4,879,198.953   411,845.629   MT  0.99969558   -0 45 55.7
 QE2593
 QE2593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2593!SPC OR S     -   0.99999674  x   1.00001598  =   1.00001272
 QE2593!UTM  10      -   0.99999674  x   0.99969558  =   0.99969232
 QE2593
 QE2593:                Primary Azimuth Mark                     Grid Az
 QE2593:SPC OR S     -  LILY                                     343 37 41.5
 QE2593:UTM  10      -  LILY                                     341 55 49.0
 QE2593
 QE2593|---------------------------------------------------------------------|
 QE2593| PID    Reference Object                     Distance      Geod. Az  |
 QE2593|                                                           dddmmss.s |
 QE2593| QE1590 LILY                                APPROX. 5.9 KM 3410953.3 |
 QE2593|---------------------------------------------------------------------|
 QE2593
 QE2593                          SUPERSEDED SURVEY CONTROL
 QE2593
 QE2593  NAD 83(1986)-  44 03 38.37960(N)    124 06 02.41916(W) AD(       ) 2
 QE2593  NAD 27      -  44 03 38.93908(N)    124 05 57.98936(W) AD(       ) 2
 QE2593  NGVD 29 (07/19/86)   44.2    (m)          145.     (f) VERT ANG    3  
 QE2593
 QE2593.Superseded values are not recommended for survey control.
 QE2593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2593.See file dsdata.txt to determine how the superseded data were derived.
 QE2593
 QE2593_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP1184679199(NAD 83)
 QE2593_MARKER: Z = SEE DESCRIPTION
 QE2593_SETTING: 0 = UNSPECIFIED SETTING
 QE2593_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE2593
 QE2593  HISTORY     - Date     Condition        Report By
 QE2593  HISTORY     - 1965     MONUMENTED       ORDT
 QE2593
 QE2593                          STATION DESCRIPTION
 QE2593
 QE2593'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1965 (PAS)
 QE2593'THE STATION IS ABOUT 6-1/2 MILES NORTH OF FLORENCE ON A SAND DUNE
 QE2593'WEST OF U.S. HIGHWAY 101.
 QE2593'
 QE2593'TO REACH THE STATION FROM THE NORTH END OF THE BRIDGE OVER THE
 QE2593'SIUSLAW RIVER IN FLORENCE, GO NORTH ON U.S. HIGHWAY 101 FOR 6.2
 QE2593'MILES TO THE ENTRANCE TO SUTTON CAMPGROUND, CONTINUE NORTH ON
 QE2593'U.S. HIGHWAY 101 FOR 0.25 MILE TO END OF TRUCK TRAVEL.  LEAVE THE
 QE2593'HIGHWAY AND PACK WEST ACROSS SMALL CREEK AND UP SAND DUNE ABOUT
 QE2593'300 YARDS TO SUMMIT AND STATION.
 QE2593'
 QE2593'THE STATION MARK, STAMPED BUCK USC AND GS 1965, IS A STATE HIGHWAY
 QE2593'DEPT. STATION MARK DISK BRAZED TO THE TOP OF A 3-INCH STEEL PIPE,
 QE2593'SET IN CONCRETE, THAT PROJECTS 7 INCHES.  IT IS ON A NORTH-SOUTH
 QE2593'SAND DUNE ABOUT 0.1 MILE NORTHWEST OF SUTTON LAKE AND 1-1/2 FEET
 QE2593'NORTHEAST OF A WITNESS POST.
 QE2593'
 QE2593'THERE WERE NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA1353 ***********************************************************************
 RA1353  DESIGNATION -  BUCK
 RA1353  PID         -  RA1353
 RA1353  STATE/COUNTY-  OR/WALLOWA
 RA1353  USGS QUAD   -  PUDERBAUGH RIDGE (1990)
 RA1353
 RA1353                         *CURRENT SURVEY CONTROL
 RA1353  ___________________________________________________________________
 RA1353* NAD 83(1991)-  45 11 33.14839(N)    116 45 47.57914(W)     ADJUSTED  
 RA1353* NAVD 88     -      1872.8    (meters)    6144.     (feet)  VERTCON   
 RA1353  ___________________________________________________________________
 RA1353  LAPLACE CORR-          -4.22  (seconds)                    DEFLEC99
 RA1353  GEOID HEIGHT-         -15.48  (meters)                     GEOID03
 RA1353  HORZ ORDER  -  SECOND
 RA1353
 RA1353.The horizontal coordinates were established by classical geodetic methods
 RA1353.and adjusted by the National Geodetic Survey in October 1991.
 RA1353
 RA1353.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1353.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1353
 RA1353.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1353
 RA1353.The geoid height was determined by GEOID03.
 RA1353
 RA1353;                    North         East     Units Scale Factor Converg.
 RA1353;SPC OR N     -   176,346.192 2,793,509.494   MT  0.99989467   +2 39 00.3
 RA1353;SPC OR N     -   578,563.62  9,165,057.40   iFT  0.99989467   +2 39 00.3
 RA1353;SPC ID W     -   392,202.013   720,384.438   MT  1.00001124   -0 43 08.0
 RA1353;SPC ID W     - 1,286,749.44  2,363,461.28   sFT  1.00001124   -0 43 08.0
 RA1353;UTM  11      - 5,004,366.918   518,599.558   MT  0.99960425   +0 10 04.8
 RA1353
 RA1353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1353!SPC OR N     -   0.99970888  x   0.99989467  =   0.99960358
 RA1353!SPC ID W     -   0.99970888  x   1.00001124  =   0.99972012
 RA1353!UTM  11      -   0.99970888  x   0.99960425  =   0.99931325
 RA1353
 RA1353|---------------------------------------------------------------------|
 RA1353| PID    Reference Object                     Distance      Geod. Az  |
 RA1353|                                                           dddmmss.s |
 RA1353| CH6536 BUCK RM 1                            12.833 METERS 02638     |
 RA1353| CH6537 BUCK RM 2                            15.091 METERS 08759     |
 RA1353| CH6535 BUCK AZ MK                                         2205648.1 |
 RA1353|---------------------------------------------------------------------|
 RA1353
 RA1353                          SUPERSEDED SURVEY CONTROL
 RA1353
 RA1353  NAD 83(1986)-  45 11 33.14952(N)    116 45 47.57912(W) AD(       ) 2
 RA1353  NAD 27      -  45 11 33.57843(N)    116 45 44.05327(W) AD(       ) 2
 RA1353  NGVD 29 (07/19/86) 1871.7    (m)         6141.     (f) VERT ANG    3  
 RA1353
 RA1353.Superseded values are not recommended for survey control.
 RA1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1353.See file dsdata.txt to determine how the superseded data were derived.
 RA1353
 RA1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL1860004367(NAD 83)
 RA1353_MARKER: Z = SEE DESCRIPTION
 RA1353_SETTING: 0 = UNSPECIFIED SETTING
 RA1353
 RA1353  HISTORY     - Date     Condition        Report By
 RA1353  HISTORY     - 1945     MONUMENTED       CGS
 RA1353
 RA1353                          STATION DESCRIPTION
 RA1353
 RA1353'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JTJ)
 RA1353'THE STATION IS LOCATED ON THE W RIM OF THE SNAKE RIVER CANYON, AT
 RA1353'THE HEAD OF BUCK AND SHAW CREEKS, ABOUT 2-1/2 MILES BY TRAIL NE
 RA1353'OF MC GRAW LOOKOUT STATION, ABOUT 16 MILES NE OF HOMESTEAD, AND
 RA1353'ON THE HIGHEST BARE HILL IN THE VICINITY.
 RA1353'
 RA1353'THE STATION MARK IS A BRONZE STATION DISK STAMPED BUCK 1945 AND
 RA1353'SET IN A BOULDER 10 BY 12 INCHES.  IT PROJECTS ABOUT 8 INCHES.  IT
 RA1353'IS 1/4 MILE N OF SNAKE RIVER TRAIL AND 1/4 MILE E OF THE SUMMIT
 RA1353'TRAIL.  THE MARK IS 320 FEET NE OF A LARGE PINE TREE, AT THE E
 RA1353'EDGE OF TIMBER, AND 50 FEET W OF THE E SHOULDER OF THE HILL.
 RA1353'
 RA1353'NO UNDERGROUND MARK WAS SET.
 RA1353'
 RA1353'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK STAMPED BUCK NO 1
 RA1353'1945 AND SET IN BEDROCK FLUSH WITH THE GROUND.  IT IS 150 FEET S
 RA1353'OF A SMALL TREE, 3 FEET W OF THE E SHOULDER OF THE HILL, AND
 RA1353'ABOUT 1 FOOT HIGHER THAN THE STATION.
 RA1353'
 RA1353'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK STAMPED BUCK NO 2
 RA1353'1945 AND SET IN BEDROCK FLUSH WITH THE GROUND.  IT IS 5.3 METERS
 RA1353'W OF EDGE OF OUTCROP, 3.4 METERS N OF EDGE OF OUTCROP, AND 2-1/2
 RA1353'FEET LOWER THAN THE STATION.
 RA1353'
 RA1353'THE AZIMUTH MARK IS A BRONZE AZIMUTH DISK STAMPED BUCK 1945 AND
 RA1353'SET IN BEDROCK FLUSH WITH THE GROUND.  IT IS 0.35 MILE S OF THE
 RA1353'STATION, 100 FEET S OF A FIR TREE, 85 FEET E OF THE SUMMIT TRAIL,
 RA1353'AND 6 FEET S OF A SMALL CAIRN.
 RA1353'
 RA1353'TO REACH THE STATION FROM THE MC GRAW LOOKOUT, FOLLOW THE SUMMIT
 RA1353'TRAIL N FOR 2.0 MILES TO WHERE A TRAIL LEADS TO THE RIGHT.  LEAVE
 RA1353'TRAIL AND GO TO THE TOP OF A GRASS-COVERED HILL TO THE N AND
 RA1353'STATION AS DESCRIBED ABOVE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1301 ***********************************************************************
 NZ1301  DESIGNATION -  BUCK MOUNTAIN
 NZ1301  PID         -  NZ1301
 NZ1301  STATE/COUNTY-  OR/DOUGLAS
 NZ1301  USGS QUAD   -  LIVE OAK MOUNTAIN (1990)
 NZ1301
 NZ1301                         *CURRENT SURVEY CONTROL
 NZ1301  ___________________________________________________________________
 NZ1301* NAD 83(1991)-  42 58 28.23095(N)    123 31 30.00865(W)     ADJUSTED  
 NZ1301* NAVD 88     -       884.3    (meters)    2901.     (feet)  VERTCON   
 NZ1301  ___________________________________________________________________
 NZ1301  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 NZ1301  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 NZ1301  HORZ ORDER  -  SECOND
 NZ1301
 NZ1301.The horizontal coordinates were established by classical geodetic methods
 NZ1301.and adjusted by the National Geodetic Survey in October 1991.
 NZ1301
 NZ1301.The NAVD 88 height was computed by applying the VERTCON shift value to
 NZ1301.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NZ1301
 NZ1301.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ1301
 NZ1301.The geoid height was determined by GEOID03.
 NZ1301
 NZ1301;                    North         East     Units Scale Factor Converg.
 NZ1301;SPC OR S     -   149,733.693 1,253,314.680   MT  0.99990032   -2 04 10.4
 NZ1301;SPC OR S     -   491,252.27  4,111,924.80   iFT  0.99990032   -2 04 10.4
 NZ1301;UTM  10      - 4,758,117.726   457,190.190   MT  0.99962255   -0 21 28.4
 NZ1301
 NZ1301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NZ1301!SPC OR S     -   0.99986512  x   0.99990032  =   0.99976545
 NZ1301!UTM  10      -   0.99986512  x   0.99962255  =   0.99948772
 NZ1301
 NZ1301|---------------------------------------------------------------------|
 NZ1301| PID    Reference Object                     Distance      Geod. Az  |
 NZ1301|                                                           dddmmss.s |
 NZ1301| CD9130 BUCK MOUNTAIN RM 1                    4.805 METERS 04853     |
 NZ1301| CD9132 BUCK MOUNTAIN RM 3                    5.182 METERS 06020     |
 NZ1301| CD9129 BUCK MOUNTAIN AZ MK                                0964534.4 |
 NZ1301| CD9131 BUCK MOUNTAIN RM 2                    4.364 METERS 16219     |
 NZ1301| PC1048 BENNET ROCK                         APPROX.19.4 KM 3224505.1 |
 NZ1301|---------------------------------------------------------------------|
 NZ1301
 NZ1301                          SUPERSEDED SURVEY CONTROL
 NZ1301
 NZ1301  NAD 83(1986)-  42 58 28.22365(N)    123 31 30.03041(W) AD(       ) 2
 NZ1301  NAD 27      -  42 58 28.80500(N)    123 31 25.77300(W) AD(       ) 2
 NZ1301  NGVD 29 (07/19/86)  883.2    (m)         2898.     (f) VERT ANG    3  
 NZ1301
 NZ1301.Superseded values are not recommended for survey control.
 NZ1301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1301.See file dsdata.txt to determine how the superseded data were derived.
 NZ1301
 NZ1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN5719058118(NAD 83)
 NZ1301_MARKER: Z = SEE DESCRIPTION
 NZ1301_SETTING: 0 = UNSPECIFIED SETTING
 NZ1301
 NZ1301  HISTORY     - Date     Condition        Report By
 NZ1301  HISTORY     - 1942     MONUMENTED       CGS
 NZ1301  HISTORY     - 1953     SEE DESCRIPTION  CGS
 NZ1301  HISTORY     - 1971     SEE DESCRIPTION  NGS
 NZ1301
 NZ1301                          STATION DESCRIPTION
 NZ1301
 NZ1301'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (EHB)
 NZ1301'STATION IS LOCATED BY AIR LINE DISTANCES ABOUT 18 MILES SSW OF
 NZ1301'ROSEBURG, 17 MILES NNW OF GLENDALE, AND 9 MILES ESE OF CAMAS
 NZ1301'VALLEY.  IT IS ON TOP OF A SHARP, CONICAL PEAK, ON A BUTTE KNOWN
 NZ1301'LOCALLY AS BUCK MOUNTAIN.  THE PEAK RISES OFF A TIMBERED RIDGE,
 NZ1301'AND IS ITSELF BARE ON ALL SIDES EXCEPT THE N.
 NZ1301'
 NZ1301'STATION IS MARKED BY A BRONZE TRIANGULATION STATION DISK, STAMPED
 NZ1301'BUCK MTN. 1942, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK,
 NZ1301'FLUSH WITH THE GROUND.
 NZ1301'
 NZ1301'REFERENCE MARK NO.1 IS NE OF THE STATION.  A BRONZE REFERENCE
 NZ1301'MARK DISK, STAMPED BUCK MTN. NO.1 1942, CEMENTED IN A DRILL HOLE
 NZ1301'IN OUTCROPPING BEDROCK.
 NZ1301'
 NZ1301'REFERENCE MARK NO.2 IS SSE OF THE STATION.  A BRONZE REFERENCE
 NZ1301'MARK DISK, STAMPED BUCK MTN. NO.2 1942, CEMENTED IN A DRILL HOLE
 NZ1301'IN OUTCROPPING BEDROCK.
 NZ1301'
 NZ1301'THE AZIMUTH MARK IS E OF THE STATION, ON TOP OF THE FIRST LOW
 NZ1301'RIDGE, NEAR THE S END OF THE OPEN RIDGE TRAVERSED IN REACHING
 NZ1301'THE STATION (SEE NOTE BELOW).  IT IS ABOUT 50 YARDS NE OF THE
 NZ1301'GATE IN THE OLD FENCE LINE.  A BRONZE AZIMUTH MARK DISK, CEMENTED
 NZ1301'IN A DRILL HOLE IN TOP OF A LARGE ROCK OUTCROP, ABOUT 4 FEET
 NZ1301'ABOVE THE GROUND.  MARKED BY A BRONZE AZIMUTH MARK DISK, STAMPED
 NZ1301'BUCK MTN. 1942.
 NZ1301'
 NZ1301'TO REACH FROM ROSEBURG, GO S ON U.S. HIGHWAY 99 FOR 9.5
 NZ1301'MILES TO THE DILLARD DEPOT.  CONTINUE S ON THE HIGHWAY 1.3 MILES
 NZ1301'TO A DIRT ROAD RIGHT AT SIGNS WILLIS CR., RICE CR., TURN RIGHT
 NZ1301'ON THIS ROAD 0.2 MILE AND TAKE RIGHT FORK JUST AFTER CROSSING
 NZ1301'BRIDGE.  FOLLOW THIS ROAD (RICE CREEK RD.) SSW 4.4 MILES TO A
 NZ1301'RANCH HOUSE ON RIGHT AND A BARN ON LEFT.  CONTINUE ALONG MAIN
 NZ1301'ROAD 0.4 MILE TO A FORKS.  TAKE LEFT FORK THROUGH A BOARD GATE,
 NZ1301'PASSING TO LEFT OF OLD RANCH BUILDINGS AND CROSSING CREEK, FOR
 NZ1301'0.5 MILE.  KEEP LEFT FORK UPGRADE, ALONG AN OLD, ROUGH ROAD,
 NZ1301'3.0 MILES TO SUMMIT AND OPEN FIELDS.  TAKE LEFT FORK ABOUT 200
 NZ1301'YARDS FROM OLD RANCH BUILDINGS, GOING DOWNGRADE, 0.5 MILE TO A
 NZ1301'RANCH HOUSE.  PASS TO LEFT OF RANCH HOUSE AND TO RIGHT OF
 NZ1301'BARN, FOLLOWING TRACK ROAD DOWNGRADE 0.9 MILE TO THOMPSON CREEK,
 NZ1301'JUST BEYOND A LARGE MAPLE TREE BEARING A NO-TRESPASS SIGN,
 NZ1301'AND THE END OF TRUCK TRAVEL.  CROSS CREEK AND GO SW 150
 NZ1301'YARDS TO A LARGE, LONE PINE AT THE W SIDE OF A SMALL GROUP OF
 NZ1301'SMALL OAK TREES.  THEN BEAR SE ABOUT 150 YARDS TO A GATE IN FENCE
 NZ1301'LINE.  FROM THIS GATE FOLLOW A TRAIL TO TOP OF LOW RIDGE, THENCE
 NZ1301'LEFT, S, ALONG TRAIL IN OPEN RIDGE (STATION PEAK MAY BE
 NZ1301'SEEN TO RIGHT) TO A GATE IN AN OLD FENCE LINE.  THE AZIMUTH
 NZ1301'IS IN THIS VICINITY.  CONTINUE ALONG TRAIL THROUGH WOODS TO A
 NZ1301'SMALL MEADOW.  FROM HERE THE TRAIL IS DIM BUT WELL BLAZED.
 NZ1301'FOLLOW THE BLAZED TRAIL ALONG THE CREST OF THE RIDGE TO TOP OF
 NZ1301'HILL, AND AN ARROW BLAZED ON A LARGE FIR TREE.  BEAR RIGHT
 NZ1301'HERE AND CONTINUE ABOUT 3/4 MILE ALONG BLAZED TRAIL ALONG
 NZ1301'CREST OF RIDGE TO OPEN HILLSIDE AND UP THIS OPEN SLOPE TO TOP OF
 NZ1301'PEAK AND STATION.
 NZ1301'
 NZ1301'NOTE--FROM THE END OF TRUCK TRAVEL, THE ROUTE DESCRIBED ABOVE
 NZ1301'IS SEMI-CIRCULAR IN DIRECTION, AND REQUIRES ABOUT 3 HOURS.
 NZ1301
 NZ1301                          STATION RECOVERY (1953)
 NZ1301
 NZ1301'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CTH)
 NZ1301'THE STATION MARK AND REFERENCE MARK NO. 2 WAS RECOVERED AS
 NZ1301'DESCRIBED, BUT REFERENCE MARK NO. 1 HAS BEEN DESTROYED.  REFERENCE
 NZ1301'MARK NO. 3 WAS SET BY THIS PARTY.  IT IS A STANDARD DISK SET IN A
 NZ1301'DRILL HOLE IN OUTCROPPING BEDROCK THAT IS FLUSH WITH THE GROUND,
 NZ1301'AND THE DISK IS STAMPED BUCK MTN NO 3 1942.
 NZ1301'
 NZ1301'THE AZIMUTH MARK WAS NOT LOCATED BY THIS PARTY.  A NEW TO REACH
 NZ1301'WAS USED TO GET TO THE STATION AND IT WOULD REQUIRE A 2-HOUR
 NZ1301'PACK TO ATTEMPT TO LOCATE THE AZIMUTH MARK.  A NEW TO REACH
 NZ1301'FOLLOWS.
 NZ1301'
 NZ1301'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 99 AND
 NZ1301'STATE ROUTE 42 IN WINSTON.  GO EASTERLY ON STATE ROUTE 42 FOR
 NZ1301'5.6 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND FOLLOW THE MAIN
 NZ1301'ROAD FOR 2.0 MILES TO A T-INTERSECTION.  TURN RIGHT AND FOLLOW THE
 NZ1301'MAIN ROAD FOR 2.7 MILES TO A ROAD FORK.  TAKE THE LEFT FORK FOR
 NZ1301'8.1 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND FOLLOW THE MAIN
 NZ1301'ROAD FOR 1.7 MILES TO A ROAD FORK.  TAKE THE LEFT FORK UP THE
 NZ1301'HILL FOR 1.2 MILES TO A CURVE AT THE TOP OF A HILL AND THE END
 NZ1301'OF TRUCK TRAVEL.  FROM HERE PACK NORTHEASTERLY FOR ABOUT 1
 NZ1301'HOUR FOLLOWING THE RIDGE TO A LARGE ROCK.  TURN LEFT AND WORK
 NZ1301'YOUR WAY OFF THE ROCKS ACROSS A DRAW AND THEN UP THE GRASSY
 NZ1301'SLOPE OF A HILL TO THE STATION ON THE HIGHEST POINT.  ABOUT
 NZ1301'1-1/2 HOUR PACK FROM THE LARGE ROCKS.
 NZ1301
 NZ1301                          STATION RECOVERY (1971)
 NZ1301
 NZ1301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 NZ1301'NOT OCCUPIED THIS DATE.
 NZ1301'
 NZ1301'THE STATION MARK, AND REFERENCE MARK NO. 2 WERE RECOVERED IN
 NZ1301'GOOD CONDITION.  REFERENCE MARK NO. 3 WAS SEARCHED FOR BUT NOT
 NZ1301'RECOVERED.  THE AZIMUTH MARK WAS NOT SEARCHED FOR.  A NEW TO
 NZ1301'REACH FOLLOWS.
 NZ1301'
 NZ1301'TO REACH THE STATION FROM THE TENMILE POST OFFICE GO SOUTHWEST
 NZ1301'ON STATE HIGHWAY 42 FOR 0.35 MILE TO A SIDE ROAD LEFT, AND SIGN
 NZ1301'OLALLA 2, TURN LEFT, AND GO SOUTH ON THE GRAVELED ROAD FOR 1.2
 NZ1301'MILES TO A FORK, TAKE LEFT FORK EASTERLY FOR 0.8 MILE TO THE
 NZ1301'SETTLEMENT OF OLALLA AT A T INTERSECTION, TURN RIGHT, AND GO
 NZ1301'SOUTH ON UPPER OLALLA ROAD FOR 8.0 MILES TO WILD CAT CREEK ROAD
 NZ1301'ON THE LEFT, TURN LEFT, AND GO NORTHEAST FOR 0.2 MILE TO A SIDE
 NZ1301'ROAD LEFT, JUST AFTER CROSSING A CREEK, TURN LEFT, AND GO NORTHEAST
 NZ1301'ON BLM ROAD 30-7-18.1 FOR 0.8 MILE TO A FORK, TAKE LEFT FORK,
 NZ1301'MAIN TRAVELED ROAD FOR 1.8 MILES TO A FORK, TAKE THE RIGHT
 NZ1301'FORK BLM ROAD 30-7-9, AND GO EASTERLY FOR 1.0 MILE TO THE END
 NZ1301'OF THE ROAD, AND THE END OF TRUCK TRAVEL.  PACK SOUTH TO THE
 NZ1301'CREST OF THE RIDGE, THEN PACK EAST ALONG THE CREST OF THE RIDGE,
 NZ1301'AND ON THE NORTH SIDE OF AN OPEN AREA TO THE SUMMIT, AND THE
 NZ1301'STATION.  LENGTH OF PACK IS 3/4 HOUR.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1283 ***********************************************************************
 NZ1283  DESIGNATION -  BUCK PK
 NZ1283  PID         -  NZ1283
 NZ1283  STATE/COUNTY-  OR/JOSEPHINE
 NZ1283  USGS QUAD   -  TAKILMA (1989)
 NZ1283
 NZ1283                         *CURRENT SURVEY CONTROL
 NZ1283  ___________________________________________________________________
 NZ1283* NAD 83(1991)-  42 03 13.13109(N)    123 33 07.66523(W)     ADJUSTED  
 NZ1283* NAVD 88     -      1245.3    (meters)    4086.     (feet)  VERTCON   
 NZ1283  ___________________________________________________________________
 NZ1283  LAPLACE CORR-          13.40  (seconds)                    DEFLEC99
 NZ1283  GEOID HEIGHT-         -24.76  (meters)                     GEOID03
 NZ1283  HORZ ORDER  -  THIRD
 NZ1283
 NZ1283.The horizontal coordinates were established by classical geodetic methods
 NZ1283.and adjusted by the National Geodetic Survey in October 1991.
 NZ1283
 NZ1283.The NAVD 88 height was computed by applying the VERTCON shift value to
 NZ1283.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NZ1283
 NZ1283.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ1283
 NZ1283.The geoid height was determined by GEOID03.
 NZ1283
 NZ1283;                    North         East     Units Scale Factor Converg.
 NZ1283;SPC OR S     -    47,592.680 1,247,376.459   MT  1.00008213   -2 05 17.2
 NZ1283;SPC OR S     -   156,143.96  4,092,442.45   iFT  1.00008213   -2 05 17.2
 NZ1283;SPC CA 1     -   803,220.893 1,871,504.107   MT  1.00012136   -1 00 53.7
 NZ1283;SPC CA 1     - 2,635,233.88  6,140,093.06   sFT  1.00012136   -1 00 53.7
 NZ1283;UTM  10      - 4,655,880.130   454,312.324   MT  0.99962568   -0 22 11.4
 NZ1283
 NZ1283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NZ1283!SPC OR S     -   0.99980861  x   1.00008213  =   0.99989072
 NZ1283!SPC CA 1     -   0.99980861  x   1.00012136  =   0.99992994
 NZ1283!UTM  10      -   0.99980861  x   0.99962568  =   0.99943436
 NZ1283
 NZ1283:                Primary Azimuth Mark                     Grid Az
 NZ1283:SPC OR S     -  BOLAN MTN LOOKOUT HOUSE                  120 31 58.9
 NZ1283:SPC CA 1     -  BOLAN MTN LOOKOUT HOUSE                  119 27 35.4
 NZ1283:UTM  10      -  BOLAN MTN LOOKOUT HOUSE                  118 48 53.1
 NZ1283
 NZ1283|---------------------------------------------------------------------|
 NZ1283| PID    Reference Object                     Distance      Geod. Az  |
 NZ1283|                                                           dddmmss.s |
 NZ1283| NZ1263 BOLAN MTN LOOKOUT HOUSE             APPROX. 8.7 KM 1182641.7 |
 NZ1283| CD9134 BUCK PK RM 1                          6.485 METERS 19527     |
 NZ1283| CD9133 BUCK PK AZ MK                                      2750334.3 |
 NZ1283| CD9135 BUCK PK RM 2                         13.910 METERS 34918     |
 NZ1283|---------------------------------------------------------------------|
 NZ1283
 NZ1283                          SUPERSEDED SURVEY CONTROL
 NZ1283
 NZ1283  NAD 83(1986)-  42 03 13.12615(N)    123 33 07.66676(W) AD(       ) 3
 NZ1283  NAD 27      -  42 03 13.70390(N)    123 33 03.43570(W) AD(       ) 3
 NZ1283  NGVD 29 (07/19/86) 1244.3    (m)         4082.     (f) VERT ANG    3  
 NZ1283
 NZ1283.Superseded values are not recommended for survey control.
 NZ1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1283.See file dsdata.txt to determine how the superseded data were derived.
 NZ1283
 NZ1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM5431255880(NAD 83)
 NZ1283_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NZ1283_SETTING: 66 = SET IN ROCK OUTCROP
 NZ1283
 NZ1283  HISTORY     - Date     Condition        Report By
 NZ1283  HISTORY     - 1952     MONUMENTED       CGS
 NZ1283
 NZ1283                          STATION DESCRIPTION
 NZ1283
 NZ1283'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 NZ1283'STATION IS LOCATED, AIRLINE, 8 MILES SOUTHEAST OF CAVE JUNCTION,
 NZ1283'7-3/4 MILES EAST OF OBRIEN, AND ON THE NORTHERN END OF A ROCK
 NZ1283'OUTCROP THAT EXTENDS SOUTH FOR ABOUT 0.15 MILE FROM THE HIGHEST
 NZ1283'PART OF THE HILL WHICH IS COVERED WITH TIMBER.
 NZ1283'
 NZ1283'STATION IS REACHED AS FOLLOWS--FROM THE U.S. POST OFFICE IN
 NZ1283'CAVE JUNCTION, GO SOUTH ON U.S. HIGHWAY 199 FOR 0.8 MILE TO A
 NZ1283'GRAVEL ROAD ON THE LEFT AT A SIGN BOLAN LAKE 26.  TURN LEFT ON
 NZ1283'THE GRAVEL ROAD AND GO 6.6 MILES.  TURN LEFT, EAST, AND GO 0.8
 NZ1283'MILE TO A CROSS ROAD.  KEEP STRAIGHT AHEAD AND GO 0.7 MILE TO A
 NZ1283'FORK.  TAKE THE RIGHT FORK AND GO 0.4 MILE TO THE AZIMUTH MARK
 NZ1283'ON THE RIGHT ON TOP OF THE CUT BANK.  CONTINUE ON THE MAIN
 NZ1283'TRAVELED ROAD FOR 3.1 MILES TO A FORK.  TAKE THE RIGHT FORK AND
 NZ1283'GO 2.5 MILES TO A FORK.  TAKE THE LEFT FORK AND GO 1.2 MILES
 NZ1283'TO THE TOP OF THE RIDGE AT A SIGN DUNN MTN-BUCKHORN PK 1 1/2.
 NZ1283'CONTINUE FOR 25 YARDS TO A TRIANGLE BLAZE ON A LARGE TREE.
 NZ1283'TURN LEFT, NORTH, AND FOLLOW THE TRACK ROAD DOWN THE RIDGE FOR
 NZ1283'0.5 MILE TO A POINT WHERE THE ROAD BEARS LEFT DOWN THE HILL AND
 NZ1283'AT A SIGN GEORGE RANCH.  FROM HERE TAKE THE TRAIL NORTH FOR
 NZ1283'ABOUT 1 MILE TO WHERE THE TRAIL COMES OUT OF THE TIMBER AT A
 NZ1283'TRIANGLE BLAZE ON A SMALL TREE.  FROM HERE THE STATION IS ABOUT
 NZ1283'200 YARDS WEST ON THE ROCK OUTCROP.  FOLLOW THE DIM TRAIL
 NZ1283'THROUGH THICK BRUSH TO THE STATION.  TIME OF PACK IS 45
 NZ1283'MINUTES.
 NZ1283'
 NZ1283'STATION MARK, STAMPED BUCK PK 1952, IS A STANDARD DISK CEMENTED
 NZ1283'IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS FLUSH WITH THE
 NZ1283'SURROUNDING ROCK BUT PROJECTS 6 FEET ABOVE THE GROUND.
 NZ1283'
 NZ1283'REFERENCE MARK NUMBER 1, STAMPED BUCK PK NO 1 1952, IS A STANDARD
 NZ1283'DISK CEMENTED IN A DRILL HOLE IN A LARGE BOULDER THAT PROJECTS
 NZ1283'3 FEET AND IS 2 FEET HIGHER IN ELEVATION THAN THE STATION.
 NZ1283'
 NZ1283'REFERENCE MARK NUMBER 2, STAMPED BUCK PK NO 2 1952, IS A
 NZ1283'STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT
 NZ1283'PROJECTS 10 INCHES ON THE WEST SIDE AND 3 FEET ON THE EAST
 NZ1283'SIDE.  IT IS 18 INCHES LOWER IN ELEVATION THAN THE STATION.
 NZ1283'
 NZ1283'AZIMUTH MARK, STAMPED BUCK PK 1952, IS A STANDARD DISK CEMENTED
 NZ1283'IN A DRILL HOLE IN A LARGE BOULDER THAT PROJECTS 4 INCHES.  IT IS
 NZ1283'30 FEET SOUTHWEST OF AND 30 FEET HIGHER THAN THE CENTERLINE OF
 NZ1283'THE ROAD.
 NZ1283'
 NZ1283'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1572 ***********************************************************************
 QD1572  DESIGNATION -  BUCK RM A
 QD1572  PID         -  QD1572
 QD1572  STATE/COUNTY-  OR/JEFFERSON
 QD1572  USGS QUAD   -  BUCK BUTTE (1992)
 QD1572
 QD1572                         *CURRENT SURVEY CONTROL
 QD1572  ___________________________________________________________________
 QD1572* NAD 83(1991)-  44 36 34.99314(N)    121 02 55.24751(W)     ADJUSTED  
 QD1572* NAVD 88     -       968.0    (meters)    3176.     (feet)  VERTCON   
 QD1572  ___________________________________________________________________
 QD1572  LAPLACE CORR-           9.70  (seconds)                    DEFLEC99
 QD1572  GEOID HEIGHT-         -20.99  (meters)                     GEOID03
 QD1572  HORZ ORDER  -  FIRST
 QD1572
 QD1572.The horizontal coordinates were established by classical geodetic methods
 QD1572.and adjusted by the National Geodetic Survey in October 1991.
 QD1572
 QD1572.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1572.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1572
 QD1572.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1572
 QD1572.The geoid height was determined by GEOID03.
 QD1572
 QD1572;                    North         East     Units Scale Factor Converg.
 QD1572;SPC OR N     -   104,942.142 2,456,448.515   MT  0.99994186   -0 23 20.8
 QD1572;SPC OR N     -   344,298.37  8,059,214.29   iFT  0.99994186   -0 23 20.8
 QD1572;UTM  10      - 4,941,448.741   654,834.804   MT  0.99989482   +1 22 14.3
 QD1572
 QD1572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1572!SPC OR N     -   0.99985154  x   0.99994186  =   0.99979341
 QD1572!UTM  10      -   0.99985154  x   0.99989482  =   0.99974637
 QD1572
 QD1572|---------------------------------------------------------------------|
 QD1572| PID    Reference Object                     Distance      Geod. Az  |
 QD1572|                                                           dddmmss.s |
 QD1572| QD1571 BUCK                                 26.499 METERS 14917     |
 QD1572| CF4166 BUCK AZ MK                                         1751844.2 |
 QD1572| QD1578 MADRAS TV STA KMAD MAST             APPROX. 9.0 KM 2475346.6 |
 QD1572|---------------------------------------------------------------------|
 QD1572
 QD1572                          SUPERSEDED SURVEY CONTROL
 QD1572
 QD1572  NAD 83(1986)-  44 36 35.00219(N)    121 02 55.24649(W) AD(       ) 1
 QD1572  NAD 27      -  44 36 35.56101(N)    121 02 51.11088(W) AD(       ) 1
 QD1572  NGVD 29 (07/19/86)  966.9    (m)         3172.     (f) VERT ANG    3  
 QD1572
 QD1572.Superseded values are not recommended for survey control.
 QD1572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1572.See file dsdata.txt to determine how the superseded data were derived.
 QD1572
 QD1572_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ5483541449(NAD 83)
 QD1572_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QD1572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD1572_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QD1572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD1572+STABILITY: SURFACE MOTION
 QD1572
 QD1572  HISTORY     - Date     Condition        Report By
 QD1572  HISTORY     - 1971     MONUMENTED       NGS
 QD1572
 QD1572                          STATION DESCRIPTION
 QD1572
 QD1572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LDF)
 QD1572'STATION IS LOCATED ON THE SUMMIT OF BUCK BUTTE, IN THE SOUTHWEST
 QD1572'1/4 OF SECTION 15, T 11 S, R 14 E.  IT IS ON PROPERTY OWNED BY
 QD1572'THE GOVERNMENT AND IS MANAGED BY THE U.S. FOREST SERVICE.
 QD1572'
 QD1572'STATION MARK IS A STANDARD DISK, STAMPED BUCK 1946 RM A 1971, SET
 QD1572'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 QD1572'ABOUT 4 INCHES ABOVE THE GROUND SURFACE.  IT IS ABOUT 100 FEET
 QD1572'WEST-SOUTHWEST OF THE HIGHEST POINT OF THE HILL.
 QD1572'
 QD1572'FOR THE TO REACH SEE DESCRIPTION FOR STATION BUCK 1946.
 QD1572'
 QD1572'THE UNDERGROUND MARK IS CEMENTED IN A DRILL HOLE IN BEDROCK ABOUT
 QD1572'24 INCHES BELOW THE GROUND SURFACE.
 QD1572'
 QD1572'HEIGHT OF LIGHT ABOVE STATION MARK 10.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1169 ***********************************************************************
 NZ1169  DESIGNATION -  BUCK ROCK
 NZ1169  PID         -  NZ1169
 NZ1169  STATE/COUNTY-  OR/JACKSON
 NZ1169  USGS QUAD   -  TRAIL (1983)
 NZ1169
 NZ1169                         *CURRENT SURVEY CONTROL
 NZ1169  ___________________________________________________________________
 NZ1169* NAD 83(1991)-  42 42 20.33955(N)    122 48 37.08887(W)     ADJUSTED  
 NZ1169* NAVD 88     -      1203.     (meters)    3947.     (feet)  SCALED    
 NZ1169  ___________________________________________________________________
 NZ1169  LAPLACE CORR-           2.11  (seconds)                    DEFLEC99
 NZ1169  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 NZ1169  HORZ ORDER  -  SECOND
 NZ1169
 NZ1169.The horizontal coordinates were established by classical geodetic methods
 NZ1169.and adjusted by the National Geodetic Survey in October 1991.
 NZ1169
 NZ1169.The orthometric height was scaled from a topographic map.
 NZ1169
 NZ1169.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ1169
 NZ1169.The geoid height was determined by GEOID03.
 NZ1169
 NZ1169;                    North         East     Units Scale Factor Converg.
 NZ1169;SPC OR S     -   118,023.679 1,310,756.771   MT  0.99992705   -1 34 50.1
 NZ1169;SPC OR S     -   387,216.79  4,300,383.11   iFT  0.99992705   -1 34 50.1
 NZ1169;UTM  10      - 4,728,146.001   515,535.537   MT  0.99960297   +0 07 43.2
 NZ1169
 NZ1169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NZ1169!SPC OR S     -   0.99981509  x   0.99992705  =   0.99974215
 NZ1169!UTM  10      -   0.99981509  x   0.99960297  =   0.99941813
 NZ1169
 NZ1169|---------------------------------------------------------------------|
 NZ1169| PID    Reference Object                     Distance      Geod. Az  |
 NZ1169|                                                           dddmmss.s |
 NZ1169| CD9139 BUCK ROCK RM 2                        9.670 METERS 07546     |
 NZ1169| NZ1161 FLOUNCE ROCK                        APPROX.16.6 KM 0814113.1 |
 NZ1169| NZ1170 BUCK ROCK                            15.748 METERS 34448     |
 NZ1169| CD9138 BUCK ROCK RM 1                       13.275 METERS 35206     |
 NZ1169|---------------------------------------------------------------------|
 NZ1169
 NZ1169                          SUPERSEDED SURVEY CONTROL
 NZ1169
 NZ1169  NAD 83(1986)-  42 42 20.33173(N)    122 48 37.10467(W) AD(       ) 2
 NZ1169  NAD 27      -  42 42 20.88183(N)    122 48 32.94125(W) AD(       ) 2
 NZ1169
 NZ1169.Superseded values are not recommended for survey control.
 NZ1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1169.See file dsdata.txt to determine how the superseded data were derived.
 NZ1169
 NZ1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN1553628146(NAD 83)
 NZ1169_MARKER: DD = SURVEY DISK
 NZ1169_SETTING: 66 = SET IN ROCK OUTCROP
 NZ1169
 NZ1169  HISTORY     - Date     Condition        Report By
 NZ1169  HISTORY     - 1972     MONUMENTED       OR-029
 NZ1169
 NZ1169                          STATION DESCRIPTION
 NZ1169
 NZ1169'DESCRIBED BY JACKSON COUNTY OREGON 1972 (LFS)
 NZ1169'THE STATION IS LOCATED NEAR THE ABANDONED LOOKOUT TOWER ON THE
 NZ1169'SUMMIT OF BUCK ROCK, A TIMBERED, ROCKY MOUNTAIN WITH SCATTERED TREES
 NZ1169'NEAR THE TOP, AIRLINE APPROXIMATELY 6-1/2 MILES NORTH OF SHADY COVE
 NZ1169'AND 4 MILES NORTH OF TRAIL.
 NZ1169'
 NZ1169'TO REACH THE STATION FROM THE POST OFFICE AT SHADY COVE GO NORTH
 NZ1169'ON STATE HIGHWAY 62 FOR 2.1 MILES TO A HIGHWAY JUNCTION.  TURN LEFT
 NZ1169'ONTO STATE HIGHWAY 227 AND GO NORTHWEST 4.2 MILES TO A SIDE ROAD ON
 NZ1169'THE RIGHT.  TURN RIGHT ONTO TRAIL CREEK ROAD AND GO NORTHEAST 1.5
 NZ1169'MILES TO A FORK.  TAKE THE RIGHT FORK AS PER SIGN BUCK ROCK
 NZ1169'L. O. 3-1/2 AND GO SOUTHEAST 2.7 MILES TO A FORK.  TAKE THE
 NZ1169'RIGHT FORK AS PER SIGN BUCK ROCK L. O. 1 AND GO 0.5 MILE TO A
 NZ1169'SIDE ROAD ON THE RIGHT.  TURN RIGHT AS PER SIGN BUCK ROCK L. O.
 NZ1169'1/2 AND GO ON A GRADED ROAD 0.15 MILE TO A FORK.  TAKE THE LEFT
 NZ1169'FORK AND, USING A TRUCK WITH 4-WHEEL DRIVE, GO UPHILL 0.5 MILE TO
 NZ1169'A TURN-AROUND.  PACK UP A STEEP, BRUSHED-OVER ROAD ABOUT 200 YARDS
 NZ1169'TO THE HIGHEST POINT, THE BUCK ROCK LOOKOUT AND THE STATION SITE.
 NZ1169'
 NZ1169'THE STATION MARK IS A JACKSON COUNTY CONTROL MONUMENT DISK
 NZ1169'STAMPED BUCK ROCK 1972 CEMENTED IN A DRILL HOLE IN THE TOP OF
 NZ1169'OUTCROPPING BEDROCK PROJECTING 0.3 FOOT ABOVE THE GROUND AND IS ON
 NZ1169'THE CREST OF A ROCKY RIDGE 40 FEET SOUTH OF AND ABOUT 2 FEET LOWER
 NZ1169'THAN THE HIGHEST POINT OF THE MOUNTAIN NEAR THE SOUTHWEST LEG OF
 NZ1169'THE LOOKOUT TOWER.
 NZ1169'
 NZ1169'REFERENCE MARK 1 IS A JACKSON COUNTY CONTROL MONUMENT DISK
 NZ1169'STAMPED BUCK ROCK RM NO 1 1972 CEMENTED IN A DRILL HOLE IN THE TOP
 NZ1169'OF THE SOUTHEAST CONCRETE FOOTING OF THE LOOKOUT TOWER AND IS 0.7
 NZ1169'FOOT SOUTHEAST OF THE SOUTHEAST LEG OF THE TOWER AND PROJECTS 1.8
 NZ1169'FEET ABOVE THE GROUND.
 NZ1169'
 NZ1169'REFERENCE MARK 2 IS A JACKSON COUNTY CONTROL MONUMENT DISK
 NZ1169'STAMPED BUCK ROCK RM NO 2 1972 CEMENTED IN A DRILL HOLE IN
 NZ1169'OUTCROPPING BEDROCK FLUSH WITH THE GROUND ON THE WEST SIDE AND
 NZ1169'PROJECTING 10 FEET ABOVE THE GROUND ON THE EAST SIDE AND IS ABOUT
 NZ1169'12 FEET LOWER THAN THE STATION MARK.
 NZ1169'
 NZ1169'BUCK ROCK (USE) IS A U.S. ENGINEERS DISK STAMPED BUCK ROCK 1964
 NZ1169'PORTLAND DISTRICT SET IN THE TOP OF AN IRREGULAR CONCRETE SLAB
 NZ1169'FLUSH WITH THE GROUND AND IS DIRECTLY BENEATH THE CENTER OF THE
 NZ1169'LOOKOUT TOWER.
 NZ1169'
 NZ1169'THE BUCK ROCK LOOKOUT TOWER IS A 14-FOOT-SQUARE WOODEN LOOKOUT
 NZ1169'HOUSE ON THE TOP OF A WOODEN TOWER AND IS APPROXIMATELY 25 FEET
 NZ1169'HIGH FROM THE GROUND TO THE PEAK OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1170 ***********************************************************************
 NZ1170  DESIGNATION -  BUCK ROCK
 NZ1170  PID         -  NZ1170
 NZ1170  STATE/COUNTY-  OR/JACKSON
 NZ1170  USGS QUAD   -  TRAIL (1983)
 NZ1170
 NZ1170                         *CURRENT SURVEY CONTROL
 NZ1170  ___________________________________________________________________
 NZ1170* NAD 83(1991)-  42 42 20.83206(N)    122 48 37.27025(W)     ADJUSTED  
 NZ1170* NAVD 88     -      1203.     (meters)    3947.     (feet)  SCALED    
 NZ1170  ___________________________________________________________________
 NZ1170  LAPLACE CORR-           2.12  (seconds)                    DEFLEC99
 NZ1170  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 NZ1170  HORZ ORDER  -  SECOND
 NZ1170
 NZ1170.The horizontal coordinates were established by classical geodetic methods
 NZ1170.and adjusted by the National Geodetic Survey in October 1991.
 NZ1170
 NZ1170.The orthometric height was scaled from a topographic map.
 NZ1170
 NZ1170.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ1170
 NZ1170.The geoid height was determined by GEOID03.
 NZ1170
 NZ1170;                    North         East     Units Scale Factor Converg.
 NZ1170;SPC OR S     -   118,038.984 1,310,753.064   MT  0.99992703   -1 34 50.2
 NZ1170;SPC OR S     -   387,267.01  4,300,370.94   iFT  0.99992703   -1 34 50.2
 NZ1170;UTM  10      - 4,728,161.184   515,531.377   MT  0.99960297   +0 07 43.1
 NZ1170
 NZ1170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NZ1170!SPC OR S     -   0.99981509  x   0.99992703  =   0.99974213
 NZ1170!UTM  10      -   0.99981509  x   0.99960297  =   0.99941813
 NZ1170
 NZ1170                          SUPERSEDED SURVEY CONTROL
 NZ1170
 NZ1170  NAD 83(1986)-  42 42 20.82425(N)    122 48 37.28605(W) AD(       ) 2
 NZ1170  NAD 27      -  42 42 21.37434(N)    122 48 33.12261(W) AD(       ) 2
 NZ1170
 NZ1170.Superseded values are not recommended for survey control.
 NZ1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1170.See file dsdata.txt to determine how the superseded data were derived.
 NZ1170
 NZ1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN1553128161(NAD 83)
 NZ1170_MARKER: DD = SURVEY DISK
 NZ1170_SETTING: 0 = UNSPECIFIED SETTING
 NZ1170_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ1170
 NZ1170  HISTORY     - Date     Condition        Report By
 NZ1170  HISTORY     - 1964     MONUMENTED       USE
 NZ1170
 NZ1170                          STATION DESCRIPTION
 NZ1170
 NZ1170'DESCRIBED BY US ENGINEERS 1964
 NZ1170'STATION BUCK ROCK JCS IS LOCATED NEAR THE ABANDONED LOOKOUT TOWER ON
 NZ1170'THE SUMMIT OF BUCK ROCK, A TIMBERED, ROCKY MOUNTAIN WITH SCATTERED
 NZ1170'TREES NEAR THE TOP, AIRLINE APPROXIMATELY 6-1/2 MILES NORTH OF SHADY
 NZ1170'COVE AND 4 MILES NORTH OF TRAIL.
 NZ1170'
 NZ1170'TO REACH STATION BUCK ROCK JCS FROM THE POST OFFICE AT SHADY COVE GO
 NZ1170'NORTH ON STATE HIGHWAY 62 FOR 2.1 MILES TO A HIGHWAY JUNCTION.  TURN
 NZ1170'LEFT ONTO STATE HIGHWAY 227 AND GO NORTHWEST 4.2 MILES TO A SIDE ROAD
 NZ1170'ON THE RIGHT.  TURN RIGHT ONTO TRAIL CREEK ROAD AND GO NORTHEAST 1.5
 NZ1170'MILES TO A FORK.  TAKE THE RIGHT FORK AS PER SIGN BUCK ROCK
 NZ1170'L. O. 3-1/2 AND GO SOUTHEAST 2.7 MILES TO A FORK.  TAKE THE
 NZ1170'RIGHT FORK AS PER SIGN BUCK ROCK L. O. 1 AND GO 0.5 MILE TO A
 NZ1170'SIDE ROAD ON THE RIGHT.  TURN RIGHT AS PER SIGN BUCK ROCK L. O.
 NZ1170'1/2 AND GO ON A GRADED ROAD 0.15 MILE TO A FORK.  TAKE THE LEFT
 NZ1170'FORK AND, USING A TRUCK WITH 4-WHEEL DRIVE, GO UPHILL 0.5 MILE TO
 NZ1170'A TURN-AROUND.  PACK UP A STEEP, BRUSHED-OVER ROAD ABOUT 200 YARDS
 NZ1170'TO THE HIGHEST POINT, THE BUCK ROCK LOOKOUT AND THE STATION SITE.
 NZ1170'
 NZ1170'BUCK ROCK (USE) IS A U.S. ENGINEERS DISK STAMPED BUCK ROCK 1964
 NZ1170'PORTLAND DISTRICT SET IN THE TOP OF AN IRREGULAR CONCRETE SLAB
 NZ1170'FLUSH WITH THE GROUND AND IS DIRECTLY BENEATH THE CENTER OF THE
 NZ1170'LOOKOUT TOWER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0824 ***********************************************************************
 PC0824  DESIGNATION -  BUCK ROCK
 PC0824  PID         -  PC0824
 PC0824  STATE/COUNTY-  OR/DOUGLAS
 PC0824  USGS QUAD   -  HAMAKER BUTTE (1985)
 PC0824
 PC0824                         *CURRENT SURVEY CONTROL
 PC0824  ___________________________________________________________________
 PC0824* NAD 83(1991)-  43 05 03.62267(N)    122 21 12.01078(W)     ADJUSTED  
 PC0824* NAVD 88     -      1554.1    (meters)    5099.     (feet)  VERTCON   
 PC0824  ___________________________________________________________________
 PC0824  LAPLACE CORR-           2.28  (seconds)                    DEFLEC99
 PC0824  GEOID HEIGHT-         -22.21  (meters)                     GEOID03
 PC0824  HORZ ORDER  -  SECOND
 PC0824
 PC0824.The horizontal coordinates were established by classical geodetic methods
 PC0824.and adjusted by the National Geodetic Survey in October 1991.
 PC0824
 PC0824.The NAVD 88 height was computed by applying the VERTCON shift value to
 PC0824.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PC0824
 PC0824.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC0824
 PC0824.The geoid height was determined by GEOID03.
 PC0824
 PC0824;                    North         East     Units Scale Factor Converg.
 PC0824;SPC OR S     -   159,147.907 1,349,112.082   MT  0.99989568   -1 16 04.6
 PC0824;SPC OR S     -   522,138.80  4,426,220.74   iFT  0.99989568   -1 16 04.6
 PC0824;UTM  10      - 4,770,383.541   552,636.418   MT  0.99963408   +0 26 30.2
 PC0824
 PC0824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC0824!SPC OR S     -   0.99975983  x   0.99989568  =   0.99965553
 PC0824!UTM  10      -   0.99975983  x   0.99963408  =   0.99939400
 PC0824
 PC0824|---------------------------------------------------------------------|
 PC0824| PID    Reference Object                     Distance      Geod. Az  |
 PC0824|                                                           dddmmss.s |
 PC0824| CD9136 BUCK ROCK RM 1                        6.776 METERS 15110     |
 PC0824| CD9137 BUCK ROCK RM 2                        5.664 METERS 25717     |
 PC0824| PC0826 RATTLESNAKE MTN LOT                 APPROX. 6.3 KM 2940349.5 |
 PC0824|---------------------------------------------------------------------|
 PC0824
 PC0824                          SUPERSEDED SURVEY CONTROL
 PC0824
 PC0824  NAD 83(1986)-  43 05 03.62317(N)    122 21 12.02570(W) AD(       ) 2
 PC0824  NAD 27      -  43 05 04.17680(N)    122 21 07.90100(W) AD(       ) 2
 PC0824  NGVD 29 (07/19/86) 1552.8    (m)         5094.     (f) VERT ANG    3  
 PC0824
 PC0824.Superseded values are not recommended for survey control.
 PC0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0824.See file dsdata.txt to determine how the superseded data were derived.
 PC0824
 PC0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN5263670384(NAD 83)
 PC0824_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PC0824_SETTING: 66 = SET IN ROCK OUTCROP
 PC0824
 PC0824  HISTORY     - Date     Condition        Report By
 PC0824  HISTORY     - 1953     MONUMENTED       CGS
 PC0824
 PC0824                          STATION DESCRIPTION
 PC0824
 PC0824'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (HSC)
 PC0824'THE STATION IS LOCATED ON A PROMINENT ROCKY PEAK ABOUT 1.5 MILES
 PC0824'SOUTH OF THE ROGUE-UMPQUA DIVIDE AND 1.5 MILES WEST OF STATE
 PC0824'HIGHWAY 230.  THE MARK, STAMPED BUCK ROCK 1953, IS A STANDARD
 PC0824'DISK CEMENTED IN A DRILL HOLE IN BEDROCK.
 PC0824'
 PC0824'TO REACH THE STATION FROM THE UNION CREEK RANGER STATION IN UNION
 PC0824'CREEK, GO NORTH ON STATE HIGHWAY 62 FOR 1.45 MILES TO THE JUNCTION
 PC0824'OF STATE HIGHWAYS 62 AND 230, TAKE THE LEFT ROAD, 230, AND GO 12.55
 PC0824'MILES TO A CROSSROAD AND SIGN HAMAKER GUARD STATION, TURN LEFT AND
 PC0824'GO 1 MILE TO A SIGN BUCK CANYON TRAIL ON THE LEFT BANK OF MUIR
 PC0824'CREEK AND THE END OF TRUCK TRAVEL.  THEN FOLLOW TRAIL WESTWARD
 PC0824'ALONG THE NORTH BANK OF MUIR CREEK FOR APPROXIMATELY 0.25 MILE,
 PC0824'THEN BEAR RIGHT, 270 DEGREES MAG. AND GO THROUGH TIMBER TO
 PC0824'STATION SITE.  NOTE (A HIGHER, BUT BRUSH COVERED, PEAK LAYS ABOUT
 PC0824'1 MILE TO THE SOUTH OF THE STATION.)
 PC0824'
 PC0824'PACKING TIME 1 HOUR.
 PC0824'
 PC0824'REFERENCE MARK NO. 1 IS ABOUT 3 FEET LOWER IN ELEVATION THAN THE
 PC0824'STATION.  THE MARK, STAMPED BUCK ROCK NO 1 1953, IS A STANDARD
 PC0824'DISK CEMENTED IN A DRILL HOLE IN A BOULDER.
 PC0824'
 PC0824'REFERENCE MARK NO. 2 IS ABOUT 3 FEET LOWER IN ELEVATION THAN THE
 PC0824'STATION.  THE MARK, STAMPED BUCK ROCK NO 2 1953, IS A STANDARD
 PC0824'DISK CEMENTED IN A DRILL HOLE IN A BOULDER.
 PC0824'
 PC0824'NO AZIMUTH MARK WAS SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB1435 ***********************************************************************
 RB1435  DESIGNATION -  BUCKAROO
 RB1435  PID         -  RB1435
 RB1435  STATE/COUNTY-  OR/UMATILLA
 RB1435  USGS QUAD   -  DEERHORN CREEK (1995)
 RB1435
 RB1435                         *CURRENT SURVEY CONTROL
 RB1435  ___________________________________________________________________
 RB1435* NAD 83(1991)-  45 01 14.66868(N)    119 05 25.68560(W)     ADJUSTED  
 RB1435* NAVD 88     -      1367.8    (meters)    4488.     (feet)  VERTCON   
 RB1435  ___________________________________________________________________
 RB1435  LAPLACE CORR-           2.63  (seconds)                    DEFLEC99
 RB1435  GEOID HEIGHT-         -18.51  (meters)                     GEOID03
 RB1435  HORZ ORDER  -  FIRST
 RB1435
 RB1435.The horizontal coordinates were established by classical geodetic methods
 RB1435.and adjusted by the National Geodetic Survey in October 1991.
 RB1435
 RB1435.The NAVD 88 height was computed by applying the VERTCON shift value to
 RB1435.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RB1435
 RB1435.The Laplace correction was computed from DEFLEC99 derived deflections.
 RB1435
 RB1435.The geoid height was determined by GEOID03.
 RB1435
 RB1435;                    North         East     Units Scale Factor Converg.
 RB1435;SPC OR N     -   151,435.422 2,611,080.037   MT  0.99989790   +0 59 58.6
 RB1435;SPC OR N     -   496,835.37  8,566,535.55   iFT  0.99989790   +0 59 58.6
 RB1435;UTM  11      - 4,987,380.324   335,298.555   MT  0.99993356   -1 28 44.6
 RB1435
 RB1435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RB1435!SPC OR N     -   0.99978850  x   0.99989790  =   0.99968642
 RB1435!UTM  11      -   0.99978850  x   0.99993356  =   0.99972208
 RB1435
 RB1435|---------------------------------------------------------------------|
 RB1435| PID    Reference Object                     Distance      Geod. Az  |
 RB1435|                                                           dddmmss.s |
 RB1435| CF4590 BUCKAROO RM 1                        37.520 METERS 04805     |
 RB1435| CF4589 BUCKAROO AZ MK                                     0863006.2 |
 RB1435| CF4591 BUCKAROO RM 2                        32.827 METERS 32608     |
 RB1435|---------------------------------------------------------------------|
 RB1435
 RB1435                          SUPERSEDED SURVEY CONTROL
 RB1435
 RB1435  NAD 83(1986)-  45 01 14.67589(N)    119 05 25.68129(W) AD(       ) 1
 RB1435  NAD 27      -  45 01 15.12000(N)    119 05 21.74400(W) AD(       ) 1
 RB1435  NGVD 29 (07/19/86) 1366.6    (m)         4484.     (f) VERT ANG    3  
 RB1435
 RB1435.Superseded values are not recommended for survey control.
 RB1435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1435.See file dsdata.txt to determine how the superseded data were derived.
 RB1435
 RB1435_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK3529987380(NAD 83)
 RB1435_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RB1435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB1435
 RB1435  HISTORY     - Date     Condition        Report By
 RB1435  HISTORY     - 1946     MONUMENTED       CGS
 RB1435
 RB1435                          STATION DESCRIPTION
 RB1435
 RB1435'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 RB1435'THE STATION IS LOCATED ABOUT 2.0 MILES NORTH OF THE NORTH FORK
 RB1435'JOHN DAY RIVER, ABOUT 11.0 MILES SOUTHWEST OF UKIAH, ABOUT 7.0
 RB1435'MILES WEST-NORTHWEST OF DALE, ON WHAT IS KNOWN AS THE BUCKAROO
 RB1435'FLATS BETWEEN HUNTER CREEK AND JERICHO CREEK.  IT IS ON AN OPEN
 RB1435'RIDGE, 90.0 FEET EAST OF A TRIANGLE BLAZED TREE.  THE MARK
 RB1435'PROJECTS 4 INCHES AND IS STAMPED--BUCKAROO 1946.
 RB1435'
 RB1435'REFERENCE MARK NO. 1 IS 1 FOOT LOWER THAN THE STATION.  SET IN
 RB1435'A CONCRETE POST WHICH PROJECTS 4 INCHES AND IS STAMPED--BUCKAROO
 RB1435'NO 1 1946.
 RB1435'
 RB1435'REFERENCE MARK NO. 2 IS AT ABOUT THE SAME ELEVATION AS THE
 RB1435'STATION, 13 PACES NORTH OF A TRIANGLE BLAZED TREE.  THE MARK
 RB1435'PROJECTS 3 INCHES AND IS STAMPED--BUCKAROO NO 2 1946.
 RB1435'
 RB1435'THE AZIMUTH MARK IS 0.3 MILE BY ROAD NORTH-NORTHEAST OF THE
 RB1435'STATION, 95 PACES WEST OF A FENCE CORNER, 7 PACES NORTHWEST OF A
 RB1435'TRIANGLE-BLAZED TREE, 35 PACES SOUTH OF CENTERLINE OF DIM TRACKS
 RB1435'LEADING TO STATION, SET IN OUTCROPPING BEDROCK, WHICH PROJECTS
 RB1435'4 INCHES.  MARK IS STAMPED--BUCKAROO 1946.
 RB1435'
 RB1435'SUBSTITUTE STATION P.P. 107V-115A IS A TRIANGLE-BLAZED PINE
 RB1435'TREE, APPROX. 8 INCHES AT BASE, AND 90.0 FEET WEST OF STATION.
 RB1435'
 RB1435'TO REACH FROM UKIAH, GO WESTERLY FOR 1.2 MILES TO JUNCTION OF
 RB1435'HIGHWAY 395.  TURN RIGHT FOR 0.6 MILE TO A SIDE ROAD LEFT AT STATE
 RB1435'HIGHWAY GRAVEL PILE ON THE LEFT AND SIGNS ON THE RIGHT.  TURN LEFT
 RB1435'AS PER SIGN ELLIS R S 16 ON DIRT ROAD AND GO 2.05 MILES TO A
 RB1435'FORK.  TAKE RIGHT FORK AND CONTINUE ON THE MAIN-TRAVELED ROAD FOR
 RB1435'4.2 MILES TO A FORK.  TAKE LEFT FORK FOR 0.3 MILE TO CATTLE
 RB1435'GUARD AND ENTRANCE TO UMATILLA NATIONAL FOREST.  THENCE CONTINUE
 RB1435'STRAIGHT AHEAD FOR 1.2 MILES TO SIDE ROAD LEFT AND
 RB1435'SIGNS.  CONTINUE STRAIGHT AHEAD FOR ABOUT 2.0 MILES TO
 RB1435'ANOTHER SIDE ROAD LEFT AND SIGN GILMAN RANCH.  TURN LEFT AT
 RB1435'SIGN AND FOLLOW THE MAIN ROAD FOR 2.2 MILES TO THE GILMAN RANCH.
 RB1435'THENCE CONTINUE ON THE ONLY ROAD FOR 5.0 MILES TO A T
 RB1435'INTERSECTION WITH THE DEERHORN ROAD AND SEVERAL SIGNS.
 RB1435'HERE TURN RIGHT AS PER SIGN RIMROCK ROAD 4 AND GO 0.38 MILE
 RB1435'TO A FORK.  LEAVE MAIN-TRAVELED ROAD AND TAKE LEFT FORK AND
 RB1435'CONTINUE FOR 3.25 MILES TO A FORK WITH A TRIANGLE-BLAZED
 RB1435'TREE IN THE ANGLE.  TAKE LEFT FORK AND GO 1.65 MILES TO A WIRE
 RB1435'GATE.  PASS THROUGH GATE AND CONTINUE FOR 1.5 MILES TO A POLE
 RB1435'GATE.  PASS THROUGH GATE AND CONTINUE ON THE ONLY ROAD TO A
 RB1435'HOUSE WHERE THE MAIN ROAD ENDS.  KEEP TO THE RIGHT OF HOUSE AND
 RB1435'CONTINUE UP THE STEEP RIDGE ON DIM TRACKS FOR 0.85 MILE FROM
 RB1435'POLE GATE TO A FENCE CORNER.  CONTINUE WESTERLY FOR ABOUT
 RB1435'0.5 MILE TO HIGHEST POINT AND STATION SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0809 ***********************************************************************
 NY0809  DESIGNATION -  BUCKEROO
 NY0809  PID         -  NY0809
 NY0809  STATE/COUNTY-  OR/LAKE
 NY0809  USGS QUAD   -  COLEMAN POINT (1980)
 NY0809
 NY0809                         *CURRENT SURVEY CONTROL
 NY0809  ___________________________________________________________________
 NY0809* NAD 83(1991)-  42 29 50.76024(N)    120 37 51.77672(W)     ADJUSTED  
 NY0809* NAVD 88     -      1698.6    (meters)    5573.     (feet)  VERTCON   
 NY0809  ___________________________________________________________________
 NY0809  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 NY0809  GEOID HEIGHT-         -20.69  (meters)                     GEOID03
 NY0809  HORZ ORDER  -  THIRD
 NY0809
 NY0809.The horizontal coordinates were established by classical geodetic methods
 NY0809.and adjusted by the National Geodetic Survey in October 1991.
 NY0809
 NY0809.The NAVD 88 height was computed by applying the VERTCON shift value to
 NY0809.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NY0809
 NY0809.The Laplace correction was computed from DEFLEC99 derived deflections.
 NY0809
 NY0809.The geoid height was determined by GEOID03.
 NY0809
 NY0809;                    North         East     Units Scale Factor Converg.
 NY0809;SPC OR S     -    92,293.245 1,489,227.860   MT  0.99996271   -0 05 22.8
 NY0809;SPC OR S     -   302,799.36  4,885,918.18   iFT  0.99996271   -0 05 22.8
 NY0809;UTM  10      - 4,707,727.489   694,660.430   MT  1.00006623   +1 36 03.1
 NY0809
 NY0809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NY0809!SPC OR S     -   0.99973691  x   0.99996271  =   0.99969963
 NY0809!UTM  10      -   0.99973691  x   1.00006623  =   0.99980313
 NY0809
 NY0809|---------------------------------------------------------------------|
 NY0809| PID    Reference Object                     Distance      Geod. Az  |
 NY0809|                                                           dddmmss.s |
 NY0809| CD6995 BUCKEROO RM 1                         6.918 METERS 00854     |
 NY0809| CD6996 BUCKEROO RM 2                         9.784 METERS 15545     |
 NY0809| CD6994 BUCKEROO AZ MK                                     2521527.5 |
 NY0809|---------------------------------------------------------------------|
 NY0809
 NY0809                          SUPERSEDED SURVEY CONTROL
 NY0809
 NY0809  NAD 83(1986)-  42 29 50.76547(N)    120 37 51.77793(W) AD(       ) 3
 NY0809  NAD 27      -  42 29 51.20600(N)    120 37 47.88500(W) AD(       ) 3
 NY0809  NGVD 29 (07/19/86) 1697.4    (m)         5569.     (f) VERT ANG    3  
 NY0809
 NY0809.Superseded values are not recommended for survey control.
 NY0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0809.See file dsdata.txt to determine how the superseded data were derived.
 NY0809
 NY0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFN9466007727(NAD 83)
 NY0809_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NY0809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0809
 NY0809  HISTORY     - Date     Condition        Report By
 NY0809  HISTORY     - 1948     MONUMENTED       CGS
 NY0809  HISTORY     - 1971     SEE DESCRIPTION  NGS
 NY0809
 NY0809                          STATION DESCRIPTION
 NY0809
 NY0809'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MTP)
 NY0809'THE STATION SITE IS LOCATED ABOUT 14 MILES SOUTH-SOUTHWEST FROM
 NY0809'PAISLEY, 25 MILES NORTHWEST FROM LAKEVIEW, 2 MILES NORTH-NORTHEAST
 NY0809'FROM THE DAIRY CREEK GUARD STATION AND 1 MILE SOUTHWEST FROM
 NY0809'BUCKEROO SPRING.  IT IS ON A SHARP LAVA POINT ABOUT 200 YARDS EAST
 NY0809'OF THE ROAD FROM PAISLEY TO DAIRY CREEK GUARD STATION, AT A POINT
 NY0809'WHERE THE ROAD BREAKS OVER THE RIM 0.4 MILE ABOVE MILEPOST 18,
 NY0809'AND 0.6 MILE SOUTH OF MILEPOST 17.
 NY0809'
 NY0809'THE STATION MARK IS A STANDARD TRIANGULATION DISK SET FLUSH IN
 NY0809'THE TOP OF A 12X12 INCH CONCRETE POST PROJECTING 6 INCHES ABOVE THE
 NY0809'SURFACE OF THE GROUND AND IS STAMPED BUCKEROO 1948.  IT IS 20 FEET
 NY0809'SOUTH-SOUTHEAST OF A TRIANGLE BLAZE ON AN 8 INCH MAHOGANY BRUSH
 NY0809'AND 8 FEET NORTHEAST OF THE SOUTHWEST EDGE OF THE LAVA OUTCROP.
 NY0809'
 NY0809'REFERENCE MARK NO. 1 IS NORTH OF THE STATION AND SET FLUSH IN THE
 NY0809'TOP OF A 1X2 FOOT BOULDER PROJECTING 2 INCHES ABOVE THE SURFACE
 NY0809'OF THE GROUND.  IT IS ON THE NORTHERN SLOPE AND WESTERLY EDGE OF
 NY0809'THE LAVA OUTCROP, 4.5 FEET EAST OF THE TRIANGLE BLAZE ON THE 8 INCH
 NY0809'MAHOGANY TREE, AND ABOUT 3 FEET LOWER THAN THE STATION MARK.
 NY0809'IT IS STAMPED BUCKEROO NO 1
 NY0809'
 NY0809'REFERENCE MARK NO.2 IS SOUTHEAST OF THE STATION AND IS STAMPED
 NY0809'BUCKEROO NO 2 1948.  IT IS ON THE SOUTHERN MOST AND EASTERLY EDGE
 NY0809'OF THE LAVA OUTCROP AND SET FLUSH IN THE TOP OF A 12X24X8 INCH SLAB
 NY0809'OF OUTCROPPING BOULDER PROJECTING 4 INCHES ABOVE THE SURFACE OF
 NY0809'THE GROUND.  IT IS 50 FEET SOUTHEAST OF THE TRIANGLE BLAZE ON THE
 NY0809'8 INCH MAHOGANY TREE, AND APPROXIMATELY 3 FEET LOWER THAN THE
 NY0809'STATION SITE.
 NY0809'
 NY0809'THE AZIMUTH MARK IS SOUTHWEST OF THE STATION MARK AND SET FLUSH
 NY0809'IN THE TOP OF A 2 FEET IN DIAMETER BOULDER PROJECTING 6 INCHES ABOVE
 NY0809'THE SURFACE OF THE GROUND.  IT IS 54 FEET EAST OF THE CENTER OF THE
 NY0809'PAISLEY-DAIRY CREEK GUARD STATION ROAD AND ITS JUNCTION WITH
 NY0809'THE TAYLOR PLACE ROAD, 27.5 FEET EAST OF THE SIGN POST MARKED
 NY0809'TAYLOR PLACE 2, AND 4 FEET SOUTH OF A 3 FEET HIGH WHITE WITNESS
 NY0809'POST.  IT IS STAMPED BUCKEROO 1948.
 NY0809'
 NY0809'TO REACH THE STATION SITE FROM THE JUNCTIONS OF U.S. HIGHWAY 395
 NY0809'AND STATE HIGHWAY 66 IN LAKEVIEW, GO WEST ON STATE HIGHWAY 66 FOR
 NY0809'7.7 MILES TO SIGN, DAIRY CREEK 26.  TURN RIGHT AND FOLLOW ROAD AS
 NY0809'PER SIGN, DAIRY CR., NORTHERLY, 26.5 MILES TO THE DAIRY CREEK
 NY0809'GUARD STATION, CONTINUE ON THE MAIN TRAVELED ROAD FOR 0.2 MILE TO
 NY0809'FORKS AND SIGN PAISLEY 22, TURN RIGHT AND GO 1.7 MILE TO FORKS
 NY0809'AND SIGNS, PAISLEY 20--LAKEVIEW 35--DAIRY CR 1--SYCAN 38--SILVER
 NY0809'65.  TAKE RIGHT FORK AS PER PAISLEY 20, FOR 2.4 MILES TO
 NY0809'MILEPOST 18.  CONTINUE 0.4 MILE TO THE SUMMIT OF
 NY0809'RIM WHERE ROAD SWINGS NORTH AND A GATE ON THE
 NY0809'RIGHT, JUST OFF THE ROAD, GO THROUGH THE GATE, THENCE GO ABOUT 0.1
 NY0809'MILE SOUTHEAST THROUGH TIMBER, TO THE BASE OF THE LAVA OUTCROP
 NY0809'AND THE HIGHEST POINT OF THE HILL AT THE STATION SITE.
 NY0809
 NY0809                          STATION RECOVERY (1971)
 NY0809
 NY0809'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 NY0809'THE STATION MARK, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK WERE
 NY0809'RECOVERED IN GOOD CONDITION.  LANDMARKS HAVE CHANGED.  A NEW AND
 NY0809'COMPLETE DESCRIPTION FOLLOWS.
 NY0809'
 NY0809'THE STATION IS 26 MILES NORTHWEST OF LAKEVIEW, AND 18 MILES WEST
 NY0809'OF VALLEY FALLS ON GOVERNMENT OWNED LAND IN THE NORTHEAST 1/4
 NY0809'SECTION 31, TOWNSHIP 35 S, RANGE 18 E.
 NY0809'
 NY0809'TO REACH THE STATION FROM THE LAKEVIEW POST OFFICE GO NORTH ON
 NY0809'G STREET FOR 0.3 MILE TO THE JUNCTION OF STATE HIGHWAY 140, AND
 NY0809'U.S. HIGHWAY 395, TURN LEFT, AND GO WEST ON STATE HIGHWAY 140 FOR
 NY0809'3.5 MILES TO A CROSSROAD, GOLF COURSE IS IN THE SOUTHWEST ANGLE,
 NY0809'TURN RIGHT, AND GO NORTH, WEST, AND NORTH ON THE MAIN TRAVELED
 NY0809'ROAD FOR 5.5 MILES TO FOREST SERVICE ROAD 2913 ON THE LEFT, TURN
 NY0809'LEFT, AND GO NORTHWEST ON FOREST SERVICE ROAD 2913 FOR 22.4
 NY0809'MILES TO DAIRY POINT, AND THE JUNCTION WITH FOREST SERVICE ROAD
 NY0809'330, TURN RIGHT, AND GO NORTH ON FOREST SERVICE ROAD 330 FOR
 NY0809'3.1 MILES TO A FORK WHERE ROAD STARTS TO ASCEND, TO REACH THE
 NY0809'AZIMUTH MARK FROM HERE, TAKE THE RIGHT FORK EAST, PARALLELING
 NY0809'THE FENCE, FOR 0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT, TAKE
 NY0809'THE LEFT FORK, UPGRADE, AND CONTINUE NORTHERLY ON FOREST
 NY0809'SERVICE ROAD 330 FOR 0.8 MILE TO A GATE ON THE RIGHT, ON THE
 NY0809'OUTSIDE OF A CURVE, AND THE END OF TRUCK TRAVEL.  PASS THRU
 NY0809'THE GATE, AND HIKE SOUTH 700 FEET TO THE STATION.
 NY0809'
 NY0809'THE STATION MARK, STAMPED BUCKEROO 1948, IS A STANDARD DISK SET
 NY0809'IN A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES, ON
 NY0809'THE HIGHEST PART OF THE RIDGE, 25 FEET SOUTH OF THE NORTH END OF
 NY0809'THE RIDGE, AND 7 FEET EAST OF THE WEST EDGE OF THE RIDGE.  (NOTE
 NY0809'1A)
 NY0809'
 NY0809'REFERENCE MARK NO. 1, STAMPED BUCKEROO NO 1 1948, IS A STANDARD
 NY0809'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 3 INCHES,
 NY0809'1 FOOT SOUTH OF A ROCK CAIRN, AND 4 FEET LOWER THAN THE
 NY0809'STATION.  (NOTE 12C)
 NY0809'
 NY0809'REFERENCE MARK NO. 2, STAMPED BUCKEROO NO 2 1948, IS A STANDARD
 NY0809'DISK CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS 3 INCHES,
 NY0809'1 FOOT NORTH OF A ROCK CAIRN, AND 4 FEET LOWER THAN THE
 NY0809'STATION.  (NOTE 12A)
 NY0809'
 NY0809'THE AZIMUTH MARK, STAMPED BUCKEROO 1948, IS A STANDARD DISK
 NY0809'CEMENTED IN A DRILL HOLE IN A 2 BY 2 FOOT BOULDER THAT PROJECTS
 NY0809'5 INCHES, 0.1 MILE EAST OF FOREST SERVICE ROAD 330, 100 FEET
 NY0809'NORTH OF AN EAST-WEST FENCE LINE, 73 FEET NORTHWEST OF A PINE TREE
 NY0809'WITH THE NUMBER 505 NAILED ON IT, 30 FEET SOUTH OF THE MOST USED
 NY0809'EAST-WEST ROAD, AND 2 FEET EAST OF A METAL WITNESS POST.  (NOTE
 NY0809'17C)
 NY0809'
 NY0809'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NY0809'18 MILES WEST OF VALLEY FALLS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1850 ***********************************************************************
 RD1850  DESIGNATION -  BUCKHORN
 RD1850  PID         -  RD1850
 RD1850  STATE/COUNTY-  OR/TILLAMOOK
 RD1850  USGS QUAD   -  NESTUCCA BAY (1985)
 RD1850
 RD1850                         *CURRENT SURVEY CONTROL
 RD1850  ___________________________________________________________________
 RD1850* NAD 83(1991)-  45 11 01.74215(N)    123 58 07.56674(W)     ADJUSTED  
 RD1850* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 RD1850  ___________________________________________________________________
 RD1850  LAPLACE CORR-          18.90  (seconds)                    DEFLEC99
 RD1850  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 RD1850  HORZ ORDER  -  THIRD
 RD1850
 RD1850.The horizontal coordinates were established by classical geodetic methods
 RD1850.and adjusted by the National Geodetic Survey in October 1991.
 RD1850
 RD1850.The orthometric height was scaled from a topographic map.
 RD1850
 RD1850.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1850
 RD1850.The geoid height was determined by GEOID03.
 RD1850
 RD1850;                    North         East     Units Scale Factor Converg.
 RD1850;SPC OR N     -   174,438.856 2,227,486.974   MT  0.99989462   -2 27 36.0
 RD1850;SPC OR N     -   572,305.96  7,308,028.13   iFT  0.99989462   -2 27 36.0
 RD1850;UTM  10      - 5,003,826.955   423,890.770   MT  0.99967122   -0 41 14.1
 RD1850
 RD1850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1850!SPC OR N     -   1.00000328  x   0.99989462  =   0.99989790
 RD1850!UTM  10      -   1.00000328  x   0.99967122  =   0.99967450
 RD1850
 RD1850:                Primary Azimuth Mark                     Grid Az
 RD1850:SPC OR N     -  HARDY ROCK                               007 41 32.6
 RD1850:UTM  10      -  HARDY ROCK                               005 55 10.7
 RD1850
 RD1850|---------------------------------------------------------------------|
 RD1850| PID    Reference Object                     Distance      Geod. Az  |
 RD1850|                                                           dddmmss.s |
 RD1850| RD1862 HARDY ROCK                          APPROX. 0.7 KM 0051356.6 |
 RD1850| RD1876 SAND DUNE                           476.883 METERS 0421709.6 |
 RD1850|---------------------------------------------------------------------|
 RD1850
 RD1850                          SUPERSEDED SURVEY CONTROL
 RD1850
 RD1850  NAD 83(1986)-  45 11 01.77512(N)    123 58 07.57443(W) AD(       ) 3
 RD1850  NAD 27      -  45 11 02.40400(N)    123 58 03.19000(W) AD(       ) 3
 RD1850
 RD1850.Superseded values are not recommended for survey control.
 RD1850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1850.See file dsdata.txt to determine how the superseded data were derived.
 RD1850
 RD1850_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR2389103827(NAD 83)
 RD1850
 RD1850  HISTORY     - Date     Condition        Report By
 RD1850  HISTORY     - 1883     MONUMENTED       CGS
 RD1850  HISTORY     - 1934     SEE DESCRIPTION  CGS
 RD1850
 RD1850                          STATION DESCRIPTION
 RD1850
 RD1850'DESCRIBED BY COAST AND GEODETIC SURVEY 1883 (CR)
 RD1850'THE STATION IS ON THE OCEAN SHORE ABOUT 1-1/2 MILES N OF THE
 RD1850'ENTRANCE TO NESTUGGA BAY.
 RD1850'
 RD1850'THE STATION IS MARKED BY A COPPER TACK IN A CEDAR POST, 2-1/2
 RD1850'FEET LONG AND 6 INCHES IN DIAMETER, SET IN THE SAND.
 RD1850
 RD1850                          STATION RECOVERY (1934)
 RD1850
 RD1850'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (LAM)
 RD1850'REPORTED LOST ON ACCOUNT OF DRIFTING SAND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA1411 ***********************************************************************
 RA1411  DESIGNATION -  BUCKHORN
 RA1411  PID         -  RA1411
 RA1411  STATE/COUNTY-  OR/WALLOWA
 RA1411  USGS QUAD   -  DEADHORSE RIDGE (1963)
 RA1411
 RA1411                         *CURRENT SURVEY CONTROL
 RA1411  ___________________________________________________________________
 RA1411* NAD 83(1991)-  45 45 13.50320(N)    116 49 22.08468(W)     ADJUSTED  
 RA1411* NAVD 88     -      1625.96   (+/-2cm)    5334.5    (feet)  VERTCON   
 RA1411  ___________________________________________________________________
 RA1411  LAPLACE CORR-         -11.31  (seconds)                    DEFLEC99
 RA1411  GEOID HEIGHT-         -16.31  (meters)                     GEOID03
 RA1411  HORZ ORDER  -  FIRST
 RA1411  VERT ORDER  -  THIRD ? (See Below)
 RA1411
 RA1411.The horizontal coordinates were established by classical geodetic methods
 RA1411.and adjusted by the National Geodetic Survey in October 1991.
 RA1411
 RA1411.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1411.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1411.The vertical order pertains to the NGVD 29 superseded value.
 RA1411
 RA1411.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1411
 RA1411.The geoid height was determined by GEOID03.
 RA1411
 RA1411;                    North         East     Units Scale Factor Converg.
 RA1411;SPC OR N     -   238,434.828 2,785,994.899   MT  0.99994672   +2 36 28.1
 RA1411;SPC OR N     -   782,266.50  9,140,403.21   iFT  0.99994672   +2 36 28.1
 RA1411;SPC ID W     -   454,631.585   716,535.077   MT  1.00001895   -0 46 06.8
 RA1411;SPC ID W     - 1,491,570.46  2,350,832.17   sFT  1.00001895   -0 46 06.8
 RA1411;UTM  11      - 5,066,703.385   513,781.645   MT  0.99960233   +0 07 37.0
 RA1411
 RA1411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1411!SPC OR N     -   0.99974771  x   0.99994672  =   0.99969445
 RA1411!SPC ID W     -   0.99974771  x   1.00001895  =   0.99976666
 RA1411!UTM  11      -   0.99974771  x   0.99960233  =   0.99935014
 RA1411
 RA1411|---------------------------------------------------------------------|
 RA1411| PID    Reference Object                     Distance      Geod. Az  |
 RA1411|                                                           dddmmss.s |
 RA1411| CH6539 BUCKHORN RM 1                        14.407 METERS 04027     |
 RA1411| CH6540 BUCKHORN RM 2                        14.248 METERS 18831     |
 RA1411| CH6538 BUCKHORN AZ MK                                     2635821.8 |
 RA1411|---------------------------------------------------------------------|
 RA1411
 RA1411                          SUPERSEDED SURVEY CONTROL
 RA1411
 RA1411  NAD 83(1986)-  45 45 13.50277(N)    116 49 22.07838(W) AD(       ) 1
 RA1411  NAD 27      -  45 45 13.93604(N)    116 49 18.51613(W) AD(       ) 1
 RA1411  NGVD 29 (07/19/86) 1624.78   (m)         5330.6    (f) LEVELING    3  
 RA1411
 RA1411.Superseded values are not recommended for survey control.
 RA1411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1411.See file dsdata.txt to determine how the superseded data were derived.
 RA1411
 RA1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL1378266703(NAD 83)
 RA1411_MARKER: Z = SEE DESCRIPTION
 RA1411_SETTING: 0 = UNSPECIFIED SETTING
 RA1411
 RA1411  HISTORY     - Date     Condition        Report By
 RA1411  HISTORY     - 1945     MONUMENTED       CGS
 RA1411
 RA1411                          STATION DESCRIPTION
 RA1411
 RA1411'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JTJ)
 RA1411'THE STATION IS LOCATED IN THE WALLOWA NATIONAL FOREST,
 RA1411'APPROXIMATELY 1/2 MILE E OF BUCKHORN SPRING, 5 MILES SW OF THE
 RA1411'MOUTH OF THE IMNAHA RIVER, 3 MILES WNW OF THE THORN CREEK GUARD
 RA1411'STATION, AND ABOUT 1/4 MILE E OF THE FOREST SERVICE ROAD LEADING
 RA1411'FROM BUCKHORN SPRING TO CEMETERY RIDGE LOOKOUT.  IT IS SITUATED
 RA1411'ON A BALD POINT ALONG THE RIM ON THE W SIDE OF THE IMNAHA RIVER
 RA1411'BETWEEN THE HEADWATERS OF THORN AND TULLEY CREEKS.
 RA1411'
 RA1411'STATION MARK IS A BRONZE STATION DISK IN OUTCROPPING BEDROCK,
 RA1411'STAMPED BUCKHORN 1945, AND IS FLUSH WITH THE SURFACE OF THE
 RA1411'GROUND.
 RA1411'
 RA1411'REFERENCE MARK 1 IS 47.27 FEET NE OF THE STATION AND ABOUT 4-1/2
 RA1411'FEET LOWER.  IT IS A BRONZE REFERNCE DISK IN OUTCROPPING BEDROCK,
 RA1411'STAMPED BUCKHORN NO 1 1945, AND PROJECTS 4 INCHES.
 RA1411'
 RA1411'REFERENCE MARK 2 IS 46.75 FEET SE OF THE STATION AND ABOUT 4
 RA1411'FEET LOWER.  IT IS A BRONZE REFERENCE DISK IN OUTCROPPING BEDROCK,
 RA1411'STAMPED BUCKHORN NO 2 1945, AND PROJECTS 3 INCHES.
 RA1411'
 RA1411'THE AZIMUTH MARK IS APPROXIMATELY 1/2 MILE, AIRLINE, SW OF THE
 RA1411'STATION, 30 YARDS S OF AN OLD RANCH BUILDING, 57 FEET SSE OF A
 RA1411'FENCE LINE, 88 FEET S OF THE APPROXIMATE CENTER OF THE ROAD, AND
 RA1411'4 FEET NE OF A SMALL CAIRN.  THE AZIMUTH MARK IS A BRONZE AZIMUTH
 RA1411'DISK IN OUTCROPPING BEDROCK, STAMPED BUCKHORN 1945, AND PROJECTS
 RA1411'5 INCHES.  TO REACH FROM THE STATION, GO TO THE MAIN ROAD, TURN
 RA1411'LEFT, AND FOLLOW THE MAIN ROAD TO THE OLD RANCH HOUSE ON THE
 RA1411'RIGHT AND THE MARK ON THE LEFT AS DESCRIBED.
 RA1411'
 RA1411'TO REACH THE STATION FROM THE ENTERPRISE POST OFFICE, GO S ON
 RA1411'U.S. HIGHWAY 82 FOR 3.3 MILES TO A FORKS AND A ROAD SIGN
 RA1411'BUCKHORN SPRING 35, BILLY MEADOW R.S., RED HILL L.O., TAKE THE
 RA1411'LEFT FORK AND GO 1.15 MILES TO A FORKS, TAKE THE RIGHT FORK AND
 RA1411'GO 2.8 MILES TO A T-INTERSECTION AND A SIGN RED HILL L.O., 26
 RA1411'CHICO, 21 ZUMWALT.  KEEP LEFT AND GO 0.25 MILE, THENCE RIGHT FOR
 RA1411'1.0 MILE TO A FORKS, TAKE THE RIGHT FORK AND GO 9.5 MILES TO A
 RA1411'SIDE ROAD RIGHT AND A ROAD SIGN ENTERPRISE 16, ZUMWALT 10,
 RA1411'IMNAHA 16.  CONTINUE STRAIGHT AHEAD FOR 22.70 MILES TO A FORKS
 RA1411'AND MILEPOST 42.  TAKE THE RIGHT FORK AND GO 0.8 MILE TO A
 RA1411'SIGN BUCKHORN SPRING.  CONTINUE STRAIGHT AHEAD FOR 0.1
 RA1411'MILE TO A DIM ROAD RIGHT.  TURN RIGHT AND FOLLOW DIM ROAD
 RA1411'ENE FOR 0.2 MILE TO A POLE GATE.  PASS THROUGH THE GATE AND GO
 RA1411'N FOR 0.1 MILE TO THE RIM OF THE RIDGE AND THE STATION AS
 RA1411'DESCRIBED.
 RA1411'
 RA1411'NOTE--REFER TO WALLOWA NATIONAL FOREST MAP, OREGON, WILLAMETTE
 RA1411'MERIDIAN.
 RA1411'
 RA1411'HEIGHT OF LIGHT ABOVE STATION MARK 0 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0924 ***********************************************************************
 RD0924  DESIGNATION -  BUELL
 RD0924  PID         -  RD0924
 RD0924  STATE/COUNTY-  OR/POLK
 RD0924  USGS QUAD   -  SHERIDAN (1992)
 RD0924
 RD0924                         *CURRENT SURVEY CONTROL
 RD0924  ___________________________________________________________________
 RD0924* NAD 83(2007)-  45 00 34.14524(N)    123 23 17.39086(W)     ADJUSTED  
 RD0924* NAVD 88     -       204.244  (meters)     670.09   (feet)  ADJUSTED  
 RD0924  ___________________________________________________________________
 RD0924  EPOCH DATE  -        2007.00
 RD0924  X           -  -2,485,728.403 (meters)                     COMP
 RD0924  Y           -  -3,771,500.051 (meters)                     COMP
 RD0924  Z           -   4,488,222.708 (meters)                     COMP
 RD0924  LAPLACE CORR-          -8.59  (seconds)                    DEFLEC99
 RD0924  ELLIP HEIGHT-         182.440 (meters)          (02/10/07) ADJUSTED
 RD0924  GEOID HEIGHT-         -21.65  (meters)                     GEOID03
 RD0924  DYNAMIC HT  -         204.248 (meters)     670.10  (feet)  COMP
 RD0924
 RD0924  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 RD0924  Type    PID    Designation                      North   East  Ellip
 RD0924  -------------------------------------------------------------------
 RD0924  NETWORK RD0924 BUELL                             5.98  14.95  40.77
 RD0924  -------------------------------------------------------------------
 RD0924  MODELED GRAV-     980,627.8   (mgal)                       NAVD 88
 RD0924
 RD0924  VERT ORDER  -  FIRST     CLASS II
 RD0924
 RD0924.The horizontal coordinates were established by GPS observations
 RD0924.and adjusted by the National Geodetic Survey in February 2007.
 RD0924
 RD0924.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 RD0924.See www.ngs.noaa.gov/NationalReadjustment for more information.
 RD0924.The horizontal coordinates are valid at the epoch date displayed above.
 RD0924.The epoch date for horizontal control is a decimal equivalence
 RD0924.of Year/Month/Day.
 RD0924
 RD0924.The orthometric height was determined by differential leveling
 RD0924.and adjusted in June 1991.
 RD0924
 RD0924.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RD0924
 RD0924.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD0924
 RD0924.The ellipsoidal height was determined by GPS observations
 RD0924.and is referenced to NAD 83.
 RD0924
 RD0924.The geoid height was determined by GEOID03.
 RD0924
 RD0924.The dynamic height is computed by dividing the NAVD 88
 RD0924.geopotential number by the normal gravity value computed on the
 RD0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0924.degrees latitude (g = 980.6199 gals.).
 RD0924
 RD0924.The modeled gravity was interpolated from observed gravity values.
 RD0924
 RD0924;                    North         East     Units Scale Factor Converg.
 RD0924;SPC OR N     -   153,284.444 2,272,386.587   MT  0.99989843   -2 02 53.7
 RD0924;SPC OR N     -   502,901.72  7,455,336.57   iFT  0.99989843   -2 02 53.7
 RD0924;UTM  10      - 4,984,077.319   469,411.777   MT  0.99961150   -0 16 28.3
 RD0924
 RD0924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD0924!SPC OR N     -   0.99997140  x   0.99989843  =   0.99986983
 RD0924!UTM  10      -   0.99997140  x   0.99961150  =   0.99958291
 RD0924
 RD0924:                Primary Azimuth Mark                     Grid Az
 RD0924:SPC OR N     -  BUELL AZ MK                              200 20 36.1
 RD0924:UTM  10      -  BUELL AZ MK                              198 34 10.7
 RD0924
 RD0924|---------------------------------------------------------------------|
 RD0924| PID    Reference Object                     Distance      Geod. Az  |
 RD0924|                                                           dddmmss.s |
 RD0924| RD0922 BUELL AZ MK                                        1981742.4 |
 RD0924| RD0923 BUELL RM 1                           16.771 METERS 23008     |
 RD0924| QE2308 LAUREL MTN RADAR DOME               APPROX.17.5 KM 2364729.4 |
 RD0924| RD0925 BUELL RM 2                           16.359 METERS 33137     |
 RD0924|---------------------------------------------------------------------|
 RD0924
 RD0924                          SUPERSEDED SURVEY CONTROL
 RD0924
 RD0924  NAD 83(1998)-  45 00 34.14336(N)    123 23 17.39058(W) AD(       ) 1
 RD0924  ELLIP H (06/17/02)  182.498  (m)                       GP(       ) 4 1
 RD0924  NAD 83(1991)-  45 00 34.14186(N)    123 23 17.38994(W) AD(       ) 1
 RD0924  ELLIP H (10/15/91)  182.606  (m)                       GP(       ) 4 1
 RD0924  NAD 83(1986)-  45 00 34.16875(N)    123 23 17.40448(W) AD(       ) 1
 RD0924  NAD 27      -  45 00 34.74948(N)    123 23 13.02314(W) AD(       ) 1
 RD0924  NGVD 29 (??/??/92)  203.199  (m)          666.66   (f) ADJ UNCH    1 2
 RD0924
 RD0924.Superseded values are not recommended for survey control.
 RD0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0924.See file dsdata.txt to determine how the superseded data were derived.
 RD0924
 RD0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ6941284077(NAD 83)
 RD0924_MARKER: DS = TRIANGULATION STATION DISK
 RD0924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0924_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RD0924_STAMPING: BUELL 1941
 RD0924_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD0924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0924+STABILITY: SURFACE MOTION
 RD0924_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD0924+SATELLITE: SATELLITE OBSERVATIONS - 1988
 RD0924
 RD0924  HISTORY     - Date     Condition        Report By
 RD0924  HISTORY     - 1941     MONUMENTED       CGS
 RD0924  HISTORY     - 1969     SEE DESCRIPTION  CGS
 RD0924  HISTORY     - 1972     SEE DESCRIPTION  NGS
 RD0924  HISTORY     - 1972     GOOD             NGS
 RD0924  HISTORY     - 1981     GOOD             NGS
 RD0924  HISTORY     - 1988     GOOD             EGPSSC
 RD0924
 RD0924                          STATION DESCRIPTION
 RD0924
 RD0924'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (ANS)
 RD0924'STATION IS ABOUT 2 MILES SE OF BUELL AND ABOUT 7 MILES NW OF
 RD0924'DALLAS.  IT IS 0.1 MILE N OF STATE HIGHWAY 22, ON PROPERTY
 RD0924'OWNED AND OCCUPIED BY MR. HERMAN MAY.  THE STATION IS ABOUT
 RD0924'0.1 MILE NW OF HERMAN MAYS RESIDENCE, 20 FEET E OF THE CENTER
 RD0924'LINE OF A N-S FARM ROAD AND AT THE W SIDE OF A PRUNE ORCHARD,
 RD0924'ON A SLIGHT RISE OF GROUND.  THE STATION MARK IS SET 15 INCHES
 RD0924'BELOW THE SURFACE OF THE GROUND AND IS STAMPED BUELL 1941.
 RD0924'
 RD0924'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 RD0924'BRONZE DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A AND 11A.
 RD0924'
 RD0924'REFERENCE MARK NO.1 IS ABOUT 1 FOOT LOWER THAN THE STATION,
 RD0924'AT THE W SIDE OF A N-S FARM ROAD.  THE MARK PROJECTS 5 INCHES
 RD0924'AND IS STAMPED BUELL NO.1, 1941.  THERE IS A WHITE REFERENCE
 RD0924'POST 2 FEET S OF THE MARK.
 RD0924'
 RD0924'REFERENCE MARK NO.2 IS ABOUT 1 FOOT LOWER THAN THE STATION, AT
 RD0924'THE W EDGE OF A N-S FARM ROAD.  THE MARK PROJECTS 4 INCHES AND
 RD0924'IS STAMPED BUELL NO.2, 1941.
 RD0924'
 RD0924'AZIMUTH MARK IS ABOUT 0.1 MILE S OF THE STATION, 30 FEET NE
 RD0924'OF THE CENTER LINE OF STATE HIGHWAY 22, ABOUT 100 YARDS W OF
 RD0924'HERMAN MAYS FARMHOUSE AND 27 YARDS W OF THE DRIVEWAY LEADING
 RD0924'TO THE BARNYARD.  THE MARK PROJECTS 3 INCHES AND IS STAMPED
 RD0924'BUELL 1941.  THERE IS A WHITE REFERENCE POST 3 FEET E OF THE
 RD0924'MARK.
 RD0924'
 RD0924'TO REACH THE STATION FROM BUELL, GO SE ON STATE HIGHWAY 22
 RD0924'FOR 2.4 MILES TO MR. HERMAN MAYS FARMHOUSE ON THE N SIDE OF THE
 RD0924'ROAD AT THE TOP OF A LONG GRADE.  THE AZIMUTH MARK IS 27 YARDS
 RD0924'W OF THE DRIVEWAY LEADING TO HIS BARN.  TURN INTO THE DRIVEWAY,
 RD0924'PASS TO THE RIGHT OF THE BARN AND THROUGH A GATE.  FOLLOW A
 RD0924'N-S FARM ROAD N FOR 0.1 MILE TO THE STATION ON THE RIGHT.
 RD0924'
 RD0924'HEIGHT OF LIGHT ABOVE STATION MARK 8 METERS.
 RD0924
 RD0924                          STATION RECOVERY (1969)
 RD0924
 RD0924'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 RD0924'THE STATION MARK, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK
 RD0924'WERE RECOVERED IN GOOD CONDITION.  LANDMARKS HAVE CHANGED.  A
 RD0924'NEW AND COMPLETE DESCRIPTION FOLLOWS.
 RD0924'
 RD0924'THE STATION IS 7 MILES NORTHWEST OF DALLAS, 2 MILES SOUTHEAST
 RD0924'OF BUELL, AND 0.1 MILE NORTH OF STATE HIGHWAY 22 IN A PRUNE
 RD0924'ORCHARD OWNED BY MR. SAMUEL BLISCHKE.
 RD0924'
 RD0924'TO REACH THE STATION FROM BUELL GO SOUTHEAST ON STATE HIGHWAY
 RD0924'22 FOR 2.2 MILES TO A DRIVEWAY AND THE AZIMUTH MARK ON THE
 RD0924'LEFT.  TURN LEFT AND GO NORTH ON THE DRIVEWAY, PASSING
 RD0924'MR. BLISCHKES RESIDENCE, AND CONTINUE NORTH ON THE TRACK ROAD
 RD0924'ALONG THE WEST END OF THE ORCHARD FOR 0.1 MILE TO THE STATION.
 RD0924'
 RD0924'THE STATION MARK, STAMPED BUELL 1941, IS A STANDARD DISK SET
 RD0924'IN A SQUARE CONCRETE MONUMENT THAT IS 14-INCHES UNDER THE
 RD0924'SURFACE, 15.5 FEET EAST ON AN OAK POST IN THE FENCE LINE WITH
 RD0924'A TRIANGLE BLAZE, AND 15 FEET NORTHWEST OF A PRUNE TREE.  THE
 RD0924'MARK IS UNDER THE EAST TRACK OF THE TRACK ROAD.  (NOTE 1A AND 7A)
 RD0924'
 RD0924'REFERENCE MARK NO. 1, STAMPED BUELL NO 1 1941, IS A STANDARD
 RD0924'DISK SET IN AN 8-INCH SQUARE CONCRETE MONUMENT THAT IS
 RD0924'FLUSH, 10 FEET WEST OF THE CENTER OF THE PASTURE LANE, 0.5 FOOT
 RD0924'EAST OF THE WEST FENCE OF THE PASTURE LANE, 0.5 FOOT NORTH OF
 RD0924'A METAL WITNESS POST AND 1 FOOT LOWER THAN THE STATION.  (NOTE
 RD0924'11A)
 RD0924'
 RD0924'REFERENCE MARK NO. 2, STAMPED BUELL NO 2 1941, IS A STANDARD
 RD0924'DISK SET IN AN 8-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH,
 RD0924'11 FEET WEST OF THE CENTER OF THE PASTURE LANE, 1 FOOT SOUTHWEST
 RD0924'OF A METAL WITNESS POST, 0.5 FOOT WEST OF THE FENCE,
 RD0924'AND LEVEL WITH THE STATION.  (NOTE 11A)
 RD0924'
 RD0924'THE AZIMUTH MARK, STAMPED BUELL 1941, IS A STANDARD DISK SET
 RD0924'IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES,
 RD0924'79 FEET WEST OF THE CENTER OF THE DRIVEWAY TO MR. BLISCHKES
 RD0924'RESIDENCE, 29 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 22,
 RD0924'1 FOOT SOUTH OF A METAL WITNESS POST AND LEVEL WITH THE
 RD0924'HIGHWAY.  (NOTE 16A)
 RD0924'
 RD0924'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RD0924'2 MILES SOUTHEAST OF BUELL.
 RD0924
 RD0924                          STATION RECOVERY (1972)
 RD0924
 RD0924'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LDF)
 RD0924'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO FENCE ON LINE.
 RD0924'
 RD0924'STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 RD0924'RECOVERED AS DESCRIBED BY MR. F.A. MARTIN IN 1969.  THE DIRECTIONS
 RD0924'TO ALL MARKS CHECKED FAVORABLE AND THE DISTANCE TO REFERENCE MARK
 RD0924'2 CHECKED BUT A DIFFERENCE OF 0.036 METERS WAS NOTED TO REFERENCE
 RD0924'MARK 1 AND WAS CHECK AGAIN IN THE FIELD.  FOLLOWING IS A NEW AND
 RD0924'COMPLETE DESCRIPTION--
 RD0924'
 RD0924'STATION IS LOCATED ABOUT 7 MILES NORTHWEST OF DALLAS, 2 MILES
 RD0924'SOUTHEAST OF BUELL, IN THE NORTHWEST 1/4 OF SECTION 35, R 6 W,
 RD0924'T 6 S AND IS ON PROPERTY OWNED BY MR. SAMUEL BLISCHKE WHO LIVES
 RD0924'IN THE HOUSE JUST TO THE SOUTH OF THE STATION.
 RD0924'
 RD0924'TO REACH THE STATION FROM THE VILLAGE OF BUELL, GO SOUTHEAST
 RD0924'ON STATE HIGHWAY 22 FOR 2.2 MILES TO A DRIVEWAY AND THE AZIMUTH
 RD0924'MARK ON THE LEFT.  TURN LEFT AND FOLLOW ROAD AROUND THE WEST
 RD0924'SIDE OF A HOUSE THEN NORTH ON TRACK ROAD FOR 0.15 MILE TO THE
 RD0924'STATION ON THE RIGHT.
 RD0924'
 RD0924'STATION MARK IS A STANDARD DISK, STAMPED BUELL 1941, SET IN
 RD0924'THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS ABOUT 1 FOOT
 RD0924'BELOW THE GROUND SURFACE.  IT IS 56 FEET NORTHEAST OF A METAL
 RD0924'WITNESS POST, 54 FEET SOUTHEAST OF A METAL WITNESS POST, 26
 RD0924'FEET EAST OF THE APPROXIMATE CENTER OF A TRACK ROAD AND 16
 RD0924'FEET EAST OF A FENCE POST.
 RD0924'
 RD0924'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BUELL NO 1 1941,
 RD0924'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS
 RD0924'FLUSH WITH THE GROUND SURFACE.  IT IS 11 FEET WEST OF THE
 RD0924'APPROXIMATE CENTER OF THE TRACK ROAD AND 1 FOOT NORTH OF A METAL
 RD0924'WITNESS POST.
 RD0924'
 RD0924'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BUELL NO 2 1941,
 RD0924'SET IN THE TOP OF 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 RD0924'ABOUT 1 INCH ABOVE THE GROUND SURFACE.  IT IS 10 FEET WEST OF
 RD0924'THE APPROXIMATE CENTER OF THE TRACK ROAD, 2 FEET NORTH OF A
 RD0924'FENCE POST AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 RD0924'
 RD0924'AZIMUTH MARK IS A STANDARD DISK, STAMPED BUELL 1941, SET IN
 RD0924'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 RD0924'ABOUT 1 INCH ABOVE THE GROUND SURFACE.  IT IS 80 FEET WEST OF
 RD0924'THE APPROXIMATE CENTER OF A DRIVEWAY, 29 FEET NORTH OF THE
 RD0924'CENTERLINE OF STATE HIGHWAY 22 AND 1.2 FEET SOUTH OF A METAL
 RD0924'WITNESS POST.
 RD0924'
 RD0924'HEIGHT OF LIGHT ABOVE STATION MARK 74.1 FEET.
 RD0924'
 RD0924'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RD0924'2 MILES SOUTHEAST OF BUELL.
 RD0924
 RD0924                          STATION RECOVERY (1972)
 RD0924
 RD0924'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 RD0924'2.0 MI SE FROM BUELL.
 RD0924'FROM THE VILLAGE OF BUELL, GO SOUTHEAST ON STATE HIGHWAY 22 FOR 2.2
 RD0924'MILES TO DRIVEWAY ON THE LEFT.  TURN LEFT, FOLLOWING DRIVEWAY AROUND
 RD0924'WEST SIDE OF A HOUSE, THEN NORTH ON TRACK ROAD FOR 0.15 MILE TO MARK
 RD0924'ON THE RIGHT.  56.0 FEET NORTHEAST OF A METAL WITNESS POST, 54.0 FEET
 RD0924'SOUTHEAST OF A METAL WITNESS POST, 26.0 FEET EAST OF THE APPROXIMATE
 RD0924'CENTER OF THE TRACK ROAD AND 16.0 FEET EAST OF A FENCE POST.  CORNER
 RD0924'OF NW 1/4, SEC 35, T-6-S, R-6-W.
 RD0924
 RD0924                          STATION RECOVERY (1981)
 RD0924
 RD0924'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 RD0924'REACHED FROM THE INTERSECTION OF HIGHWAY 22 AND HARMONY ROAD IN BUELL
 RD0924'GO SE ON HIGHWAY 22 FOR 2.4 MILES, TOURN LEFT ON PRIVATE DRIVE, THIS
 RD0924'DRIVE IS ABOUT 50 METERS WEST OF BUTLER HILL ROAD, AND GO UPHILL 0.1
 RD0924'MILE TO WHERE ROAD TURNS EAST TO TRAILER HOME AND STATION ON LEFT. IT
 RD0924'IS 17.07 METERS NORTHWEST OF A METAL WITNESS POST, 16.5 METERS
 RD0924'SOUTHEAST OF A METAL WITNESS POST, ABOUT 9 METERS NORTH OF ROAD
 RD0924'LEADING TO MOBILE HOME 7.9 METERS EAST OF A TRACK ROAD, 16.77 METERS
 RD0924'NORTHEAST OF REFERENCE MARK 1 AND 16.36 METERS SOUTHEAST OF REFERENCE
 RD0924'MARK 2.
 RD0924
 RD0924                          STATION RECOVERY (1988)
 RD0924
 RD0924'RECOVERY NOTE BY EAGLE GPS SURVEYING CORPORATION 1988 (WLC)
 RD0924'THE STATION WAS RECOVERED AT THIS DATE.
 RD0924'THE PREVIOUS DESCRIPTION IS ADEQUATE FOR RECOVERY.
 RD0924'
 RD0924'DESCRIBED BY WL CASWELL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0922 ***********************************************************************
 RD0922  DESIGNATION -  BUELL AZ MK
 RD0922  PID         -  RD0922
 RD0922  STATE/COUNTY-  OR/POLK
 RD0922  USGS QUAD   -  SHERIDAN (1992)
 RD0922
 RD0922                         *CURRENT SURVEY CONTROL
 RD0922  ___________________________________________________________________
 RD0922* NAD 83(1986)-  45 00 26.     (N)    123 23 17.     (W)     SCALED    
 RD0922* NAVD 88     -       199.169  (meters)     653.44   (feet)  ADJUSTED  
 RD0922  ___________________________________________________________________
 RD0922  GEOID HEIGHT-         -21.65  (meters)                     GEOID03
 RD0922  DYNAMIC HT  -         199.172 (meters)     653.45  (feet)  COMP
 RD0922  MODELED GRAV-     980,627.5   (mgal)                       NAVD 88
 RD0922
 RD0922  VERT ORDER  -  FIRST     CLASS II
 RD0922
 RD0922.The horizontal coordinates were scaled from a topographic map and have
 RD0922.an estimated accuracy of +/- 6 seconds.
 RD0922
 RD0922.The orthometric height was determined by differential leveling
 RD0922.and adjusted in June 1991.
 RD0922
 RD0922.The geoid height was determined by GEOID03.
 RD0922
 RD0922.The dynamic height is computed by dividing the NAVD 88
 RD0922.geopotential number by the normal gravity value computed on the
 RD0922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0922.degrees latitude (g = 980.6199 gals.).
 RD0922
 RD0922.The modeled gravity was interpolated from observed gravity values.
 RD0922
 RD0922;                    North         East    Units  Estimated Accuracy
 RD0922;SPC OR N     -   153,030.    2,272,390.      MT  (+/- 180 meters Scaled)
 RD0922
 RD0922                          SUPERSEDED SURVEY CONTROL
 RD0922
 RD0922  NGVD 29 (??/??/92)  198.124  (m)          650.01   (f) ADJ UNCH    1 2
 RD0922
 RD0922.Superseded values are not recommended for survey control.
 RD0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0922.See file dsdata.txt to determine how the superseded data were derived.
 RD0922
 RD0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ694838(NAD 83)
 RD0922_MARKER: DZ = AZIMUTH MARK DISK
 RD0922_SETTING: 0 = UNSPECIFIED SETTING
 RD0922_STAMPING: BUELL 1941
 RD0922_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0922
 RD0922  HISTORY     - Date     Condition        Report By
 RD0922  HISTORY     - 1941     MONUMENTED       CGS
 RD0922  HISTORY     - 1972     GOOD             NGS
 RD0922  HISTORY     - 1981     GOOD             NGS
 RD0922
 RD0922                          STATION DESCRIPTION
 RD0922
 RD0922'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 RD0922'2.0 MI SE FROM BUELL.
 RD0922'FROM THE VILLAGE OF BUELL, GO SOUTHEAST ON STATE HIGHWAY 22 FOR 2.2
 RD0922'MILES TO A DRIVEWAY ON THE LEFT AND THE MARK.  80.0 FEET WEST OF THE
 RD0922'APPROXIMATE CENTER OF THE DRIVEWAY, 29.0 FEET NORTH OF THE CENTERLINE
 RD0922'OF STATE HIGHWAY 22 AND 1.2 FEET SOUTH OF A METAL WITNESS POST. CORNER
 RD0922'OF NW 1/4, SEC 35, T-6-S, R-6-W.
 RD0922
 RD0922                          STATION RECOVERY (1981)
 RD0922
 RD0922'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 RD0922'REACHED FROM THE INTERSECTION OF HIGHWAY 22 AND HARMONY ROAD IN BUELL
 RD0922'GO SOUTHEAST ON HIGHWAY 22 FOR 2.4 MILES TO THE MARK ON THE LEFT. IT
 RD0922'IS ABOUT 24.4 METERS WEST OF THE CENTERLINE OF A DRIVEWAY, AND 8.8
 RD0922'METERS NORTH OF THE CENTERLINE OF HIGHWAY 22.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0923 ***********************************************************************
 RD0923  DESIGNATION -  BUELL RM 1
 RD0923  PID         -  RD0923
 RD0923  STATE/COUNTY-  OR/POLK
 RD0923  USGS QUAD   -  SHERIDAN (1992)
 RD0923
 RD0923                         *CURRENT SURVEY CONTROL
 RD0923  ___________________________________________________________________
 RD0923* NAD 83(1986)-  45 00 33.     (N)    123 23 17.     (W)     SCALED    
 RD0923* NAVD 88     -       204.039  (meters)     669.42   (feet)  ADJUSTED  
 RD0923  ___________________________________________________________________
 RD0923  GEOID HEIGHT-         -21.65  (meters)                     GEOID03
 RD0923  DYNAMIC HT  -         204.043 (meters)     669.43  (feet)  COMP
 RD0923  MODELED GRAV-     980,627.7   (mgal)                       NAVD 88
 RD0923
 RD0923  VERT ORDER  -  FIRST     CLASS II
 RD0923
 RD0923.The horizontal coordinates were scaled from a topographic map and have
 RD0923.an estimated accuracy of +/- 6 seconds.
 RD0923
 RD0923.The orthometric height was determined by differential leveling
 RD0923.and adjusted in June 1991.
 RD0923
 RD0923.The geoid height was determined by GEOID03.
 RD0923
 RD0923.The dynamic height is computed by dividing the NAVD 88
 RD0923.geopotential number by the normal gravity value computed on the
 RD0923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0923.degrees latitude (g = 980.6199 gals.).
 RD0923
 RD0923.The modeled gravity was interpolated from observed gravity values.
 RD0923
 RD0923;                    North         East    Units  Estimated Accuracy
 RD0923;SPC OR N     -   153,250.    2,272,390.      MT  (+/- 180 meters Scaled)
 RD0923
 RD0923                          SUPERSEDED SURVEY CONTROL
 RD0923
 RD0923  NGVD 29 (??/??/92)  202.994  (m)          665.99   (f) ADJ UNCH    1 2
 RD0923
 RD0923.Superseded values are not recommended for survey control.
 RD0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0923.See file dsdata.txt to determine how the superseded data were derived.
 RD0923
 RD0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ694840(NAD 83)
 RD0923_MARKER: DR = REFERENCE MARK DISK
 RD0923_SETTING: 0 = UNSPECIFIED SETTING
 RD0923_STAMPING: BUELL NO 1 1941
 RD0923_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0923
 RD0923  HISTORY     - Date     Condition        Report By
 RD0923  HISTORY     - 1941     MONUMENTED       CGS
 RD0923  HISTORY     - 1972     GOOD             NGS
 RD0923
 RD0923                          STATION DESCRIPTION
 RD0923
 RD0923'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 RD0923'2.0 MI SE FROM BUELL.
 RD0923'FROM THE VILLAGE OF BUELL, GO SOUTHEAST ON STATE HIGHWAY 22 FOR 2.2
 RD0923'MILES TO A DRIVEWAY ON THE LEFT.  TURN LEFT, FOLLOWING DRIVEWAY AROUND
 RD0923'THE WEST SIDE OF A HOUSE THEN NORTH ON A TRACK ROAD FOR 0.15 MILE TO
 RD0923'THE MARK ON THE LEFT.  11.0 FEET WEST OF THE APPROXIMATE CENTER OF THE
 RD0923'TRACK ROAD AND 1.0 FOOT NORTH OF A METAL WITNESS POST. CORNER OF NW
 RD0923'1/4, SEC 35, T-6-S, R-6-W.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0925 ***********************************************************************
 RD0925  DESIGNATION -  BUELL RM 2
 RD0925  PID         -  RD0925
 RD0925  STATE/COUNTY-  OR/POLK
 RD0925  USGS QUAD   -  SHERIDAN (1992)
 RD0925
 RD0925                         *CURRENT SURVEY CONTROL
 RD0925  ___________________________________________________________________
 RD0925* NAD 83(1986)-  45 00 33.     (N)    123 23 17.     (W)     SCALED    
 RD0925* NAVD 88     -       204.195  (meters)     669.93   (feet)  ADJUSTED  
 RD0925  ___________________________________________________________________
 RD0925  GEOID HEIGHT-         -21.65  (meters)                     GEOID03
 RD0925  DYNAMIC HT  -         204.199 (meters)     669.94  (feet)  COMP
 RD0925  MODELED GRAV-     980,627.7   (mgal)                       NAVD 88
 RD0925
 RD0925  VERT ORDER  -  FIRST     CLASS II
 RD0925
 RD0925.The horizontal coordinates were scaled from a topographic map and have
 RD0925.an estimated accuracy of +/- 6 seconds.
 RD0925
 RD0925.The orthometric height was determined by differential leveling
 RD0925.and adjusted in June 1991.
 RD0925
 RD0925.The geoid height was determined by GEOID03.
 RD0925
 RD0925.The dynamic height is computed by dividing the NAVD 88
 RD0925.geopotential number by the normal gravity value computed on the
 RD0925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0925.degrees latitude (g = 980.6199 gals.).
 RD0925
 RD0925.The modeled gravity was interpolated from observed gravity values.
 RD0925
 RD0925;                    North         East    Units  Estimated Accuracy
 RD0925;SPC OR N     -   153,250.    2,272,390.      MT  (+/- 180 meters Scaled)
 RD0925
 RD0925                          SUPERSEDED SURVEY CONTROL
 RD0925
 RD0925  NGVD 29 (??/??/92)  203.150  (m)          666.50   (f) ADJ UNCH    1 2
 RD0925
 RD0925.Superseded values are not recommended for survey control.
 RD0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0925.See file dsdata.txt to determine how the superseded data were derived.
 RD0925
 RD0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ694840(NAD 83)
 RD0925_MARKER: DR = REFERENCE MARK DISK
 RD0925_SETTING: 0 = UNSPECIFIED SETTING
 RD0925_STAMPING: BUELL NO 2 1941
 RD0925_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0925
 RD0925  HISTORY     - Date     Condition        Report By
 RD0925  HISTORY     - 1941     MONUMENTED       CGS
 RD0925  HISTORY     - 1972     GOOD             NGS
 RD0925  HISTORY     - 1981     GOOD             NGS
 RD0925
 RD0925                          STATION DESCRIPTION
 RD0925
 RD0925'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 RD0925'2.0 MI SE FROM BUELL.
 RD0925'FROM THE VILLAGE OF BUELL, GO SOUTHEAST ON STATE HIGHWAY 22 FOR 2.2
 RD0925'MILES TO A DRIVEWAY ON THE LEFT.  TURN LEFT AND FOLLOW DRIVEWAY AROUND
 RD0925'THE WEST SIDE OF A HOUSE THEN NORTH ON A TRACK ROAD FOR 0.15 MILE TO
 RD0925'THE MARK ON THE LEFT.  10.0 FEET WEST OF THE APPROXIMATE CENTER OF THE
 RD0925'TRACK ROAD, 2.0 FEET NORTH OF A FENCE POST AND 1.0 FOOT SOUTH OF A
 RD0925'METAL WITNESS POST.  CORNER OF NW 1/4, SEC 35, T-6-S, R-6-W.
 RD0925
 RD0925                          STATION RECOVERY (1981)
 RD0925
 RD0925'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 RD0925'REACHED FROM THE INTERSECRION OF HIGHWAY 22 AND HARMONY RD IN BUELL
 RD0925'BY GOING SOUTHEAST ON HIGHWAY 22 FOR 2.4 MILES, TURN LEFT ON PRIVATE
 RD0925'LANE AND GO UPHILL 0.1 MILE TO WHERE ROAD TURNS EAST TO A MOBILE
 RD0925'HOME. THE MARK IS ABOUT 30 METER NORTH OF THIS POINT IN A IN A FENCE
 RD0925'LINE IT IS 25.65 METERS NORTH OF REFERENCE MARK 1, 16.36 METERS
 RD0925'NORTH-NORTHWEST OF THE STATION, AND 3.3 METERS WEST OF CENTERLINE OF
 RD0925'A TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1980 ***********************************************************************
 QE1980  DESIGNATION -  BUENA VISTA
 QE1980  PID         -  QE1980
 QE1980  STATE/COUNTY-  OR/POLK
 QE1980  USGS QUAD   -  MONMOUTH (1986)
 QE1980
 QE1980                         *CURRENT SURVEY CONTROL
 QE1980  ___________________________________________________________________
 QE1980* NAD 83(1991)-  44 45 10.83781(N)    123 09 40.78381(W)     ADJUSTED  
 QE1980* NAVD 88     -        59.     (meters)     194.     (feet)  VERTCON   
 QE1980  ___________________________________________________________________
 QE1980  LAPLACE CORR-          -6.85  (seconds)                    DEFLEC99
 QE1980  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 QE1980  HORZ ORDER  -  SECOND
 QE1980
 QE1980.The horizontal coordinates were established by classical geodetic methods
 QE1980.and adjusted by the National Geodetic Survey in October 1991.
 QE1980
 QE1980.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE1980.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE1980
 QE1980.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE1980
 QE1980.The geoid height was determined by GEOID03.
 QE1980
 QE1980;                    North         East     Units Scale Factor Converg.
 QE1980;SPC OR N     -   124,186.701 2,289,317.893   MT  0.99992075   -1 53 14.6
 QE1980;SPC OR N     -   407,436.68  7,510,885.48   iFT  0.99992075   -1 53 14.6
 QE1980;UTM  10      - 4,955,526.251   487,230.311   MT  0.99960201   -0 06 48.9
 QE1980
 QE1980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE1980!SPC OR N     -   0.99999431  x   0.99992075  =   0.99991506
 QE1980!UTM  10      -   0.99999431  x   0.99960201  =   0.99959632
 QE1980
 QE1980                          SUPERSEDED SURVEY CONTROL
 QE1980
 QE1980  NAD 83(1986)-  44 45 10.86268(N)    123 09 40.80188(W) AD(       ) 2
 QE1980  NAD 27      -  44 45 11.42843(N)    123 09 36.45088(W) AD(       ) 2
 QE1980  NGVD 29 (07/19/86)   58.     (m)          190.     (f) VERT ANG    3  
 QE1980
 QE1980.Superseded values are not recommended for survey control.
 QE1980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1980.See file dsdata.txt to determine how the superseded data were derived.
 QE1980
 QE1980_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ8723055526(NAD 83)
 QE1980
 QE1980  HISTORY     - Date     Condition        Report By
 QE1980  HISTORY     - 1973     MONUMENTED       OR-053
 QE1980
 QE1980                          STATION DESCRIPTION
 QE1980
 QE1980'DESCRIBED BY POLK COUNTY OREGON 1973 (RB)
 QE1980'THE STATION IS LOCATED IN POLK COUNTY, OREGON, IN THE SOUTHWEST
 QE1980'QUARTER OF THE SOUTHEAST QUARTER OF SECTION 27, TOWNSHIP 9 SOUTH,
 QE1980'RANGE 4 WEST OF THE WILLAMETTE MERIDIAN.
 QE1980'
 QE1980'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 99W
 QE1980'AND STATE HIGHWAY 51 IN MONMOUTH, TRAVEL SOUTH ON 99W 7.25 MILES
 QE1980'TO THE SUVER JUNCTION.  TURN LEFT ON M-7 AND TRAVEL 2.15 MILES
 QE1980'TO A T INTERSECTION WITH M-9.  TURN LEFT ON M-9 AND TRAVEL 1.85
 QE1980'MILES TO A T INTERSECTION WITH C.R. 948--TURN RIGHT ON 948 AND
 QE1980'CONTINUE 0.75 MILES TO THE INTERSECTION OF 948 AND M-17.  TURN
 QE1980'RIGHT ON M-17 AND CONTINUE 1.0 MILES TO THE STATION ON THE LEFT
 QE1980'AT THE INTERSECTION OF M-17 AND C.R. 947.
 QE1980'
 QE1980'THE STATION IS A 12 IN CONCRETE MONUMENT WITH A POLK COUNTY BRASS
 QE1980'CAP STAMPED BUENA VISTA 27 DC 9 4 1972.  IT IS LOCATED 3.5 FEET
 QE1980'SOUTHWEST OF A FENCE, 2.0 FEET SOUTHWEST OF A WITNESS POST AND 38
 QE1980'FEET EAST OF THE CENTERLINE OF M-17.
 QE1980'
 QE1980'R.M. 1 IS A 5/8 IN X 36 IN IRON BAR WITH POLK COUNTY ALUMINUM
 QE1980'CAP.  IT IS LOCATED 2 FEET NORTHWEST OF A POWER POLE, 3 FEET
 QE1980'SOUTHWEST OF A FENCE AND 35 FEET EAST OF THE CENTERLINE OF M-17.
 QE1980'
 QE1980'R.M. 2 IS A 5/8 IN X 30 IN IRON BAR WITH POLK COUNTY ALUMINUM CAP
 QE1980'SET FLUSH WITH THE GROUND.  IT IS LOCATED 1.5 FEET SOUTHWEST OF A
 QE1980'FENCE AND 0.5 FEET NORTHWEST OF WITNESS POST.
 QE1980'
 QE1980'HEIGHT OF LIGHT ABOVE STATION MARK 1.65 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA1134 ***********************************************************************
 RA1134  DESIGNATION -  BUFORD
 RA1134  PID         -  RA1134
 RA1134  STATE/COUNTY-  OR/WALLOWA
 RA1134  USGS QUAD   -  FLORA (1967)
 RA1134
 RA1134                         *CURRENT SURVEY CONTROL
 RA1134  ___________________________________________________________________
 RA1134* NAD 83(1991)-  45 58 04.47171(N)    117 17 30.86417(W)     ADJUSTED  
 RA1134* NAVD 88     -      1187.0    (meters)    3894.     (feet)  VERTCON   
 RA1134  ___________________________________________________________________
 RA1134  LAPLACE CORR-           5.02  (seconds)                    DEFLEC99
 RA1134  GEOID HEIGHT-         -17.36  (meters)                     GEOID03
 RA1134  HORZ ORDER  -  FIRST
 RA1134
 RA1134.The horizontal coordinates were established by classical geodetic methods
 RA1134.and adjusted by the National Geodetic Survey in October 1991.
 RA1134
 RA1134.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1134.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1134
 RA1134.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1134
 RA1134.The geoid height was determined by GEOID03.
 RA1134
 RA1134;                    North         East     Units Scale Factor Converg.
 RA1134;SPC OR N     -   260,663.914 2,748,585.789   MT  0.99999200   +2 16 30.5
 RA1134;SPC OR N     -   855,196.57  9,017,669.91   iFT  0.99999200   +2 16 30.5
 RA1134;SPC WA S     -    75,588.993   748,577.660   MT  0.99997221   +2 19 49.2
 RA1134;SPC WA S     -   247,994.89  2,455,958.54   sFT  0.99997221   +2 19 49.2
 RA1134;UTM  11      - 5,090,523.370   477,383.927   MT  0.99960629   -0 12 35.5
 RA1134
 RA1134!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1134!SPC OR N     -   0.99981667  x   0.99999200  =   0.99980867
 RA1134!SPC WA S     -   0.99981667  x   0.99997221  =   0.99978888
 RA1134!UTM  11      -   0.99981667  x   0.99960629  =   0.99942303
 RA1134
 RA1134:                Primary Azimuth Mark                     Grid Az
 RA1134:SPC OR N     -  BUFORD AZ MK                             007 37 48.0
 RA1134:SPC WA S     -  BUFORD AZ MK                             007 34 29.3
 RA1134:UTM  11      -  BUFORD AZ MK                             010 06 54.0
 RA1134
 RA1134|---------------------------------------------------------------------|
 RA1134| PID    Reference Object                     Distance      Geod. Az  |
 RA1134|                                                           dddmmss.s |
 RA1134| CF4592 BUFORD AZ MK                                       0095418.5 |
 RA1134| CF4593 BUFORD RM 1                           8.915 METERS 02743     |
 RA1134| CF4594 BUFORD RM 2                          21.528 METERS 28426     |
 RA1134| RZ1650 SADDLE BUTTE LOOKOUT TOWER          APPROX.17.2 KM 3105044.8 |
 RA1134|---------------------------------------------------------------------|
 RA1134
 RA1134                          SUPERSEDED SURVEY CONTROL
 RA1134
 RA1134  NAD 83(1986)-  45 58 04.47788(N)    117 17 30.86066(W) AD(       ) 1
 RA1134  NAD 27      -  45 58 04.94544(N)    117 17 27.27325(W) AD(       ) 1
 RA1134  NGVD 29 (07/19/86) 1185.9    (m)         3891.     (f) VERT ANG    3  
 RA1134
 RA1134.Superseded values are not recommended for survey control.
 RA1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1134.See file dsdata.txt to determine how the superseded data were derived.
 RA1134
 RA1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML7738490523(NAD 83)
 RA1134_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RA1134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RA1134
 RA1134  HISTORY     - Date     Condition        Report By
 RA1134  HISTORY     - 1946     MONUMENTED       CGS
 RA1134
 RA1134                          STATION DESCRIPTION
 RA1134
 RA1134'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JTJ)
 RA1134'THE STATION IS LOCATED ON BUFORD RIDGE, LYING BETWEEN BUFORD
 RA1134'CREEK AND EAST BEAR CREEK.  5 MILES NORTH-NORTHEAST FROM FLORA
 RA1134'AND 3 MILES NORTHWEST FROM PARADISE.  IT IS SITUATED ABOUT 225
 RA1134'FEET NORTH FROM THE NORTH END OF THE TIMBER, 212 FEET NORTHEAST
 RA1134'FROM THE APPROXIMATE CENTER OF A CURVE IN THE ROAD AND 73 FEET
 RA1134'NORTH OF THE NORTH FENCE OF A FENCED LANE.  THE DISK IS STAMPED
 RA1134'BUFORD 1946 AND IT PROJECTS 4 INCHES.  IT IS WITNESSED BY A
 RA1134'STANDARD WHITE POST.
 RA1134'
 RA1134'REFERENCE MARK NO. 1 IS NORTHEAST FROM THE STATION AND 100 FEET
 RA1134'NORTH FROM A FENCE.  THE DISK IS STAMPED BUFORD NO 1 1946 AND IT
 RA1134'PROJECTS 3 INCHES.
 RA1134'
 RA1134'REFERENCE MARK NO. 2 IS WEST FROM THE STATION AND 97.6 FEET
 RA1134'NORTH FROM A FENCE.  THE DISK IS STAMPED BUFORD NO 2 1946.
 RA1134'
 RA1134'THE AZIMUTH MARK IS 0.15 MILE NORTH FROM THE STATION.  IT IS
 RA1134'SITUATED 15 FEET WEST FROM THE JUNCTION OF A WIRE AND RAIL FENCE,
 RA1134'AND ABOUT 290 FEET SOUTH-SOUTHWEST FROM A LONE PINE
 RA1134'TREE.  THE DISK IS STAMPED BUFORD 1946 AND IT PROJECTS 8 INCHES.
 RA1134'
 RA1134'TO REACH FROM THE STATION PACK NORTH TO THE FENCE JUNCTION AND THE
 RA1134'MARK AS DESCRIBED.
 RA1134'
 RA1134'TO REACH THE STATION FROM THE POST OFFICE IN FLORA, GO WEST FOR
 RA1134'0.05 MILE.  THENCE RIGHT FOR 0.45 MILE TO A CROSSROADS AND A SIGN
 RA1134'TROY 10 MILES.  TURN RIGHT AND GO 1.0 MILE TO ANOTHER
 RA1134'CROSSROADS.  TURN LEFT, NORTH, AND GO 2.8 MILES TO A POLE GATE,
 RA1134'PASS THROUGH THE GATE AND CONTINUE NORTH FOR 1.55 MILES TO A
 RA1134'CURVE IN THE ROAD, A GATE AND THE STATION AS DESCRIBED.
 RA1134'
 RA1134'HEIGHT OF LIGHT ABOVE STATION MARK 0.00 METER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2998 ***********************************************************************
 RD2998  DESIGNATION -  BUG
 RD2998  PID         -  RD2998
 RD2998  STATE/COUNTY-  OR/MULTNOMAH
 RD2998  USGS QUAD   -  PORTLAND (1990)
 RD2998
 RD2998                         *CURRENT SURVEY CONTROL
 RD2998  ___________________________________________________________________
 RD2998* NAD 83(1991)-  45 36 50.24379(N)    122 41 39.88825(W)     ADJUSTED  
 RD2998* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 RD2998  ___________________________________________________________________
 RD2998  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 RD2998  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 RD2998  HORZ ORDER  -  THIRD
 RD2998
 RD2998.The horizontal coordinates were established by classical geodetic methods
 RD2998.and adjusted by the National Geodetic Survey in October 1991.
 RD2998
 RD2998.The orthometric height was scaled from a topographic map.
 RD2998
 RD2998.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2998
 RD2998.The geoid height was determined by GEOID03.
 RD2998
 RD2998;                    North         East     Units Scale Factor Converg.
 RD2998;SPC OR N     -   218,712.966 2,328,869.145   MT  0.99992475   -1 33 22.5
 RD2998;SPC OR N     -   717,562.22  7,640,646.80   iFT  0.99992475   -1 33 22.5
 RD2998;SPC WA S     -    33,572.888   328,847.557   MT  1.00005693   -1 35 38.4
 RD2998;SPC WA S     -   110,147.05  1,078,894.03   sFT  1.00005693   -1 35 38.4
 RD2998;UTM  10      - 5,051,202.287   523,826.292   MT  0.99960698   +0 13 06.2
 RD2998
 RD2998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2998!SPC OR N     -   1.00000247  x   0.99992475  =   0.99992722
 RD2998!SPC WA S     -   1.00000247  x   1.00005693  =   1.00005940
 RD2998!UTM  10      -   1.00000247  x   0.99960698  =   0.99960945
 RD2998
 RD2998|---------------------------------------------------------------------|
 RD2998| PID    Reference Object                     Distance      Geod. Az  |
 RD2998|                                                           dddmmss.s |
 RD2998| CE2351 BUG RM 2                              4.940 METERS 02239     |
 RD2998| RD2990 HAM                                 463.847 METERS 1673408.3 |
 RD2998| RD3010 SWIFT                               490.384 METERS 2151656.8 |
 RD2998| RD3018 NORTH PORTLAND SWIFT TANK           489.515 METERS 2350808.8 |
 RD2998| CE2350 BUG RM 1                              4.765 METERS 25632     |
 RD2998|---------------------------------------------------------------------|
 RD2998
 RD2998                          SUPERSEDED SURVEY CONTROL
 RD2998
 RD2998  NAD 83(1986)-  45 36 50.26232(N)    122 41 39.89082(W) AD(       ) 3
 RD2998  NAD 27      -  45 36 50.84000(N)    122 41 35.53800(W) AD(       ) 3
 RD2998
 RD2998.Superseded values are not recommended for survey control.
 RD2998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2998.See file dsdata.txt to determine how the superseded data were derived.
 RD2998
 RD2998_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER2382651202(NAD 83)
 RD2998_MARKER: Z = SEE DESCRIPTION
 RD2998_SETTING: 0 = UNSPECIFIED SETTING
 RD2998
 RD2998  HISTORY     - Date     Condition        Report By
 RD2998  HISTORY     - 1938     MONUMENTED       CGS
 RD2998  HISTORY     - 1960     SEE DESCRIPTION  CGS
 RD2998
 RD2998                          STATION DESCRIPTION
 RD2998
 RD2998'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (WMS)
 RD2998'ON THE N SHORE OF N PORTLAND HARBOR (FORMERLY OREGON SLOUGH) ON THE
 RD2998'S BANK OF HAYDEN ISLAND OPPOSITE SWIFT AND COMPANY PACKING PLANT,
 RD2998'AND 500 METERS UPSTREAM FROM THE SPOKANE, PORTLAND AND SEATTLE
 RD2998'RAILWAY BRIDGE.  STATION IS IN GROUP OF WILLOWS AND 20 METERS FROM
 RD2998'ORDINARY HIGH-WATER LINE.
 RD2998'
 RD2998'STATION AND REFERENCE MARKS ARE STANDARD DISKS, STAMPED BUG 1938,
 RD2998'CEMENTED IN 4-INCH CAST-IRON SOIL PIPES.
 RD2998
 RD2998                          STATION RECOVERY (1960)
 RD2998
 RD2998'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ANS)
 RD2998'THIS STATION WAS SEARCHED FOR BUT NOT RECOVERED.  IT IS BELIEVED
 RD2998'THAT THIS STATION HAS BEEN DESTROYED BY FLOOD WATER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1774 ***********************************************************************
 SC1774  DESIGNATION -  BUGBY HOLE ECCENTRIC 1913
 SC1774  PID         -  SC1774
 SC1774  STATE/COUNTY-  OR/CLATSOP
 SC1774  USGS QUAD   -  CATHLAMET (1985)
 SC1774
 SC1774                         *CURRENT SURVEY CONTROL
 SC1774  ___________________________________________________________________
 SC1774* NAD 83(1991)-  46 10 30.14950(N)    123 25 47.35866(W)     ADJUSTED  
 SC1774* NAVD 88     -         4.65   (+/-2cm)      15.3    (feet)  VERTCON   
 SC1774  ___________________________________________________________________
 SC1774  LAPLACE CORR-           7.59  (seconds)                    DEFLEC99
 SC1774  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 SC1774  HORZ ORDER  -  THIRD
 SC1774  VERT ORDER  -  THIRD ? (See Below)
 SC1774
 SC1774.The horizontal coordinates were established by classical geodetic methods
 SC1774.and adjusted by the National Geodetic Survey in October 1991.
 SC1774
 SC1774.The NAVD 88 height was computed by applying the VERTCON shift value to
 SC1774.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SC1774.The vertical order pertains to the NGVD 29 superseded value.
 SC1774
 SC1774.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1774
 SC1774.The geoid height was determined by GEOID03.
 SC1774
 SC1774;                    North         East     Units Scale Factor Converg.
 SC1774;SPC OR N     -   282,853.492 2,273,801.509   MT  1.00004924   -2 04 40.0
 SC1774;SPC OR N     -   927,997.02  7,459,978.70   iFT  1.00004924   -2 04 40.0
 SC1774;SPC WA S     -    97,756.494   273,828.639   MT  0.99994006   -2 07 41.6
 SC1774;SPC WA S     -   320,722.76    898,386.13   sFT  0.99994006   -2 07 41.6
 SC1774;UTM  10      - 5,113,585.887   466,823.018   MT  0.99961353   -0 18 36.4
 SC1774
 SC1774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1774!SPC OR N     -   1.00000263  x   1.00004924  =   1.00005187
 SC1774!SPC WA S     -   1.00000263  x   0.99994006  =   0.99994269
 SC1774!UTM  10      -   1.00000263  x   0.99961353  =   0.99961616
 SC1774
 SC1774:                Primary Azimuth Mark                     Grid Az
 SC1774:SPC OR N     -  WAUNA CHANNEL LIGHT                      111 34 42.8
 SC1774:SPC WA S     -  WAUNA CHANNEL LIGHT                      111 37 44.4
 SC1774:UTM  10      -  WAUNA CHANNEL LIGHT                      109 48 39.2
 SC1774
 SC1774|---------------------------------------------------------------------|
 SC1774| PID    Reference Object                     Distance      Geod. Az  |
 SC1774|                                                           dddmmss.s |
 SC1774| SC1766 WAUNA CHANNEL LIGHT                 APPROX. 1.0 KM 1093002.8 |
 SC1774| SC1783 J 7=BRADLEY                         APPROX. 0.7 KM 2183753.8 |
 SC1774|---------------------------------------------------------------------|
 SC1774
 SC1774                          SUPERSEDED SURVEY CONTROL
 SC1774
 SC1774  NAD 83(1986)-  46 10 30.16487(N)    123 25 47.35090(W) AD(       ) 3
 SC1774  NAD 27      -  46 10 30.76000(N)    123 25 42.90000(W) AD(       ) 3
 SC1774  NGVD 29 (07/19/86)    3.65   (m)           12.0    (f) LEVELING    3  
 SC1774
 SC1774.Superseded values are not recommended for survey control.
 SC1774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1774.See file dsdata.txt to determine how the superseded data were derived.
 SC1774
 SC1774_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS6682313586(NAD 83)
 SC1774_MARKER: Z = SEE DESCRIPTION
 SC1774_SETTING: 0 = UNSPECIFIED SETTING
 SC1774_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC1774
 SC1774  HISTORY     - Date     Condition        Report By
 SC1774  HISTORY     - 1913     MONUMENTED       CGS
 SC1774  HISTORY     - 1936     SEE DESCRIPTION  CGS
 SC1774  HISTORY     - 1941     SEE DESCRIPTION  CGS
 SC1774  HISTORY     - 1949     SEE DESCRIPTION  CGS
 SC1774  HISTORY     - 1950     SEE DESCRIPTION  CGS
 SC1774
 SC1774                          STATION DESCRIPTION
 SC1774
 SC1774'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (EBL)
 SC1774'STATION IS ABOUT 200 METERS N OF BUGBY HOLE CREEK AND 5 RAILS
 SC1774'N OF THE END OF THE SPOKANE, PORTLAND AND SEATTLE RAILWAY TRESTLE.
 SC1774'
 SC1774'THIS STATION IS MARKED BY A STANDARD DISK STATION MARK SET IN
 SC1774'AN IRREGULAR PIER OF CONCRETE, THE TOP OF WHICH IS SPHERICAL
 SC1774'IN SHAPE AND PROJECTS FROM 6 TO 8 INCHES ABOVE THE SURFACE OF
 SC1774'THE GROUND.
 SC1774'
 SC1774'THE UNDERGROUND MARK IS A GLASS BOTTLE SET NECK DOWN IN
 SC1774'CONCRETE, FROM 2-1/2 TO 3 FEET BELOW THE SURFACE.  THERE IS A
 SC1774'1 1/2-INCH GALVANIZED-IRON PIPE EXTENDING FROM IMMEDIATELY
 SC1774'UNDER THE STANDARD DISK STATION MARK DOWN NEARLY TO THE
 SC1774'UNDERGROUND MARK.
 SC1774'
 SC1774'THE REFERENCE MARK IS A STANDARD DISK REFERENCE MARK SET IN AN
 SC1774'IRREGULAR PIER OF CONCRETE, THE TOP OF WHICH IS SPHERICAL IN
 SC1774'SHAPE AND PROJECTS FROM 6 TO 8 INCHES ABOVE THE SURFACE OF THE
 SC1774'GROUND.  THE GEOGRAPHIC POSITIONS OF THE PERMANENT REFERENCE
 SC1774'MARKS AT THIS STATION HAVE BEEN COMPUTED AND MAY BE FOUND IN
 SC1774'THE LIST OF GEOGRAPHIC POSITIONS IMMEDIATELY FOLLOWING THE
 SC1774'POSITION OF THE STATION, CONSEQUENTLY THE DISTANCES AND
 SC1774'AZIMUTHS HAVE NOT BEEN REPEATED IN THE DESCRIPTION.
 SC1774
 SC1774                          STATION RECOVERY (1936)
 SC1774
 SC1774'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (RWK)
 SC1774'STATION RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE EXCEPT
 SC1774'THAT CONCRETE HAS BROKEN AWAY FROM THE PART OF THE PIPE ABOVE
 SC1774'THE GROUND.
 SC1774
 SC1774                          STATION RECOVERY (1941)
 SC1774
 SC1774'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 SC1774'BENCH MARK DESCRIPTION GIVEN BELOW.  NO RECORD THAT THIS MARK
 SC1774'HAS HAD ANY ADDITIONAL CONCRETE SINCE 1936, AND WHILE ITS
 SC1774'CONDITION IS NOT BAD, NEITHER IS IT GOOD.  REFERENCE MARK WAS
 SC1774'NOT SEARCHED FOR.
 SC1774'
 SC1774'TRIANGULATION STATION BUGBY HOLE ECCENTRIC.  --AT BUGBY, AT
 SC1774'SPOKANE, PORTLAND AND SEATTLE RAILWAY MILEAGE 75.2, 166 FEET NW
 SC1774'OF END OF TRESTLE OVER BUGBY HOLE CREEK, 40 FEET SE OF STATION,
 SC1774'17.6 FEET SW OF TRACK.  DISK CEMENTED INTO SECTION OF 1
 SC1774'1/2-INCH IRON PIPE IN CONCRETE.  11.972 FEET.  ROD HELD ON
 SC1774'HIGHEST (INSHORE) EDGE OF DISK.  IN 1936 IT WAS REPORTED THAT
 SC1774'CONCRETE HAD BROKEN AWAY FROM PIPE AND SHOULD BE REPAIRED.
 SC1774
 SC1774                          STATION RECOVERY (1949)
 SC1774
 SC1774'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (HJH)
 SC1774'STATION IS LOCATED ON THE SW SIDE OF THE COLUMBIA RIVER, ABOUT
 SC1774'1.6 MILES NW OF THE WAUNA LUMBER MILL, AND ABOUT 1.5 MILES S OF
 SC1774'BRADWOOD.  IT LIES 5.5 METERS SW OF THE SPOKANE, PORTLAND AND
 SC1774'SEATTLE RAILWAY TRACKS, 12.35 METERS SE OF THE UPSTREAM GABLE
 SC1774'OF A SMALL RAILROAD SHED, AND 49.3 METERS NW OF THE NW END OF A
 SC1774'RAILROAD TRESTLE.
 SC1774'
 SC1774'STATION MARK IS A BRONZE STATION DISK, UNSTAMPED, SET IN A
 SC1774'1.5-INCH IRON PIPE WHICH PROJECTS 8 INCHES ABOVE A CONICAL
 SC1774'CONCRETE MONUMENT.
 SC1774'
 SC1774'AS NO DATA WAS FOUND ON THE REFERENCE MARKS THEY WERE NOT
 SC1774'RECOVERED.
 SC1774'
 SC1774'THE STATION WAS RECOVERED IN GOOD CONDITION.
 SC1774
 SC1774                          STATION RECOVERY (1950)
 SC1774
 SC1774'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (WHB)
 SC1774'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED BY H.J.H. IN 1949.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0933 ***********************************************************************
 RD0933  DESIGNATION -  BUL
 RD0933  PID         -  RD0933
 RD0933  STATE/COUNTY-  OR/YAMHILL
 RD0933  USGS QUAD   -  SHERIDAN (1992)
 RD0933
 RD0933                         *CURRENT SURVEY CONTROL
 RD0933  ___________________________________________________________________
 RD0933* NAD 83(1986)-  45 05 25.     (N)    123 26 48.     (W)     SCALED    
 RD0933* NAVD 88     -        66.485  (meters)     218.13   (feet)  ADJUSTED  
 RD0933  ___________________________________________________________________
 RD0933  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 RD0933  DYNAMIC HT  -          66.486 (meters)     218.13  (feet)  COMP
 RD0933  MODELED GRAV-     980,643.5   (mgal)                       NAVD 88
 RD0933
 RD0933  VERT ORDER  -  SECOND    CLASS 0
 RD0933
 RD0933.The horizontal coordinates were scaled from a topographic map and have
 RD0933.an estimated accuracy of +/- 6 seconds.
 RD0933
 RD0933.The orthometric height was determined by differential leveling
 RD0933.and adjusted in June 1991.
 RD0933
 RD0933.The geoid height was determined by GEOID03.
 RD0933
 RD0933.The dynamic height is computed by dividing the NAVD 88
 RD0933.geopotential number by the normal gravity value computed on the
 RD0933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0933.degrees latitude (g = 980.6199 gals.).
 RD0933
 RD0933.The modeled gravity was interpolated from observed gravity values.
 RD0933
 RD0933;                    North         East    Units  Estimated Accuracy
 RD0933;SPC OR N     -   162,420.    2,268,110.      MT  (+/- 180 meters Scaled)
 RD0933
 RD0933                          SUPERSEDED SURVEY CONTROL
 RD0933
 RD0933  NGVD 29 (??/??/92)   65.441  (m)          214.70   (f) ADJ UNCH    2 0
 RD0933
 RD0933.Superseded values are not recommended for survey control.
 RD0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0933.See file dsdata.txt to determine how the superseded data were derived.
 RD0933
 RD0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ648930(NAD 83)
 RD0933_MARKER: DD = SURVEY DISK
 RD0933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0933_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0933_STAMPING: BUL SOT 1935
 RD0933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0933+STABILITY: SURFACE MOTION
 RD0933
 RD0933  HISTORY     - Date     Condition        Report By
 RD0933  HISTORY     - 1935     MONUMENTED       ORGS
 RD0933  HISTORY     - 1949     GOOD             NGS
 RD0933  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 RD0933
 RD0933                          STATION DESCRIPTION
 RD0933
 RD0933'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 RD0933'1.9 MI NE FROM WILLAMINA.
 RD0933'1.9 MILES NORTHEAST ALONG STATE HIGHWAY 18 FROM THE POST OFFICE AT
 RD0933'WILLAMINA, 63.5 FEET WEST OF THE WEST CORNER OF THE RIVERSIDE FOOD
 RD0933'MARKET, AT THE SOUTHWEST EDGE OF THE PARKING AREA, 55 FEET NORTHEAST
 RD0933'OF POWER LINE POLE W 737, 26.6 FEET SOUTHEAST OF THE CENTER LINE OF
 RD0933'THE HIGHWAY, 0.7 FOOT NORTHWEST OF A WITNESS POST, ABOUT LEVEL WITH
 RD0933'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 RD0933'ABOVE THE GROUND.
 RD0933
 RD0933                          STATION RECOVERY (1989)
 RD0933
 RD0933'RECOVERY NOTE BY US POWER SQUADRON 1989 (SMN)
 RD0933'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0653 ***********************************************************************
 PA0653  DESIGNATION -  BULAH
 PA0653  PID         -  PA0653
 PA0653  STATE/COUNTY-  OR/MALHEUR
 PA0653  USGS QUAD   -  STEMLER RIDGE (1990)
 PA0653
 PA0653                         *CURRENT SURVEY CONTROL
 PA0653  ___________________________________________________________________
 PA0653* NAD 83(1991)-  43 52 11.51570(N)    118 05 47.25272(W)     ADJUSTED  
 PA0653* NAVD 88     -      1776.8    (meters)    5829.     (feet)  VERTCON   
 PA0653  ___________________________________________________________________
 PA0653  LAPLACE CORR-           6.37  (seconds)                    DEFLEC99
 PA0653  GEOID HEIGHT-         -18.01  (meters)                     GEOID03
 PA0653  HORZ ORDER  -  FIRST
 PA0653
 PA0653.The horizontal coordinates were established by classical geodetic methods
 PA0653.and adjusted by the National Geodetic Survey in October 1991.
 PA0653
 PA0653.The NAVD 88 height was computed by applying the VERTCON shift value to
 PA0653.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PA0653
 PA0653.The Laplace correction was computed from DEFLEC99 derived deflections.
 PA0653
 PA0653.The geoid height was determined by GEOID03.
 PA0653
 PA0653;                    North         East     Units Scale Factor Converg.
 PA0653;SPC OR S     -   247,516.657 1,693,167.320   MT  0.99996953   +1 38 39.8
 PA0653;SPC OR S     -   812,062.52  5,555,010.89   iFT  0.99996953   +1 38 39.8
 PA0653;UTM  11      - 4,858,003.488   411,900.233   MT  0.99969546   -0 45 35.7
 PA0653
 PA0653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PA0653!SPC OR S     -   0.99972429  x   0.99996953  =   0.99969383
 PA0653!UTM  11      -   0.99972429  x   0.99969546  =   0.99941983
 PA0653
 PA0653:                Primary Azimuth Mark                     Grid Az
 PA0653:SPC OR S     -  JUNIPER MOUNTAIN PEAK                    034 49 31.6
 PA0653:UTM  11      -  JUNIPER MOUNTAIN PEAK                    037 13 47.1
 PA0653
 PA0653|---------------------------------------------------------------------|
 PA0653| PID    Reference Object                     Distance      Geod. Az  |
 PA0653|                                                           dddmmss.s |
 PA0653| QB1244 JUNIPER MOUNTAIN PEAK               APPROX.46.7 KM 0362811.4 |
 PA0653| QB1215 LOOKOUT MOUNTAIN PEAK                              0381412.4 |
 PA0653| QB1245 DRY                                 APPROX.48.1 KM 0461217.9 |
 PA0653| CD6853 BEULAH RM 1                           6.097 METERS 18158     |
 PA0653| QC0906 STRAWBERRY MOUNTAIN                 APPROX.69.8 KM 3145437.3 |
 PA0653| CD6854 BEULAH RM 2                          16.621 METERS 33342     |
 PA0653| QC0891 CASTLE ROCK CAIRN                   APPROX.18.2 KM 3373846.5 |
 PA0653|---------------------------------------------------------------------|
 PA0653
 PA0653                          SUPERSEDED SURVEY CONTROL
 PA0653
 PA0653  NAD 83(1986)-  43 52 11.51988(N)    118 05 47.24749(W) AD(       ) 1
 PA0653  NAD 27      -  43 52 11.96013(N)    118 05 43.54279(W) AD(       ) 1
 PA0653  NGVD 29 (07/19/86) 1775.6    (m)         5825.     (f) VERT ANG    3  
 PA0653
 PA0653.Superseded values are not recommended for survey control.
 PA0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0653.See file dsdata.txt to determine how the superseded data were derived.
 PA0653
 PA0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ1190058003(NAD 83)
 PA0653_MARKER: DS = TRIANGULATION STATION DISK
 PA0653_SETTING: 0 = UNSPECIFIED SETTING
 PA0653
 PA0653  HISTORY     - Date     Condition        Report By
 PA0653  HISTORY     - 1920     MONUMENTED       CGS
 PA0653  HISTORY     - 1968     GOOD             USGS
 PA0653  HISTORY     - 1973     GOOD             USGS
 PA0653
 PA0653                          STATION DESCRIPTION
 PA0653
 PA0653'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (EWE)
 PA0653'LOCATED ABOUT 5 MILES (AIRLINE) SOUTHEAST OF BULAH  P.O. AND
 PA0653'ABOUT 12 MILES (AIRLINE) NORTH OF JUNTURA, ON HIGHEST POINT IN
 PA0653'THIS VICINITY.  STATION IS NOT ON HILL WHICH APPEARS HIGHEST
 PA0653'FROM BULAH , BUT IS DIRECTLY BEHIND THIS ONE.
 PA0653'
 PA0653'STATION IS MARKED BY A STANDARD DISC SET IN NATIVE ROCK.  REFERENCE
 PA0653'MARKS ARE MARKED BY STANDARD DISCS SET IN A LIKE MANNER.
 PA0653'
 PA0653'HEIGHT OF LIGHT ABOVE STATION MARK 1.24 METERS.
 PA0653
 PA0653                          STATION RECOVERY (1968)
 PA0653
 PA0653'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (WAO)
 PA0653'LOCATED ABOUT 8.8 MI. (AIRLINE) N. AND 0.8 MI. W. OF JUNTURA,
 PA0653'OREGON.  ON THE HIGHEST POINT OF A JUNIPER COVERED RIDGE.
 PA0653'
 PA0653'TO REACH FROM THE POST OFFICE IN JUNTURA, OREGON, DRIVE W. 0.1
 PA0653'MI., TURN RIGHT AND FOLLOW MAIN TRAVELED GRAVEL RD. FOR 14.4
 PA0653'MI.  TAKE RIGHT FORK AND GO 3.2 MI.  TAKE RIGHT FORK AND GO 1.6
 PA0653'MI.  TURN LEFT UP HILL AND GO 0.5 MI., LEAVE RD. TURNING TO
 PA0653'RIGHT FOLLOW BASE OF RIDGE FOR 0.6 MI. TO HIGHEST POINT AND
 PA0653'STATION.  END OF TRUCK TRAVEL IS 100 FT. FROM STATION MARK.
 PA0653'
 PA0653'STATION MARK--A STANDARD USC AND GS TABLET CEMENTED IN STONE AND
 PA0653'STAMPED BULAH 1920 (NOT BULAH ).
 PA0653'
 PA0653'REFERENCE MARK NO. 1--A STANDARD USC AND GS REFERENCE MARK TABLET
 PA0653'STAMPED NO 1 (STAMPED BY USGS IN 1968) CEMENTED IN STONE.
 PA0653'
 PA0653'REFERENCE MARK NO. 2--A STANDARD USC AND GS REFERENCE MARK TABLET
 PA0653'STAMPED NO 2 (STAMPED BY USGS IN 1968) CEMENTED IN STONE.
 PA0653
 PA0653                          STATION RECOVERY (1973)
 PA0653
 PA0653'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (WAO)
 PA0653'TO REACH FROM THE PO IN JUNTURA, GO WEST ON U.S. HWY 20 FOR 0.1
 PA0653'MI, TURN RIGHT AND FOLLOW MAIN TRAVELED GRAVEL ROAD NORTH FOR
 PA0653'14.9 MI TO BULAH  RESERVOIR, TURN RIGHT ON A TRACK ROAD WHICH IS
 PA0653'OPPOSITE THE EARTH FILL DAM AND GO GENERALLY EAST, PASSING A DUMP
 PA0653'ON THE LEFT, FOR 3.3 MI, TAKE RIGHT FORK UP HILL AND GO 0.7 MI,
 PA0653'TAKE RIGHT FORK AND GO 1.7 MI TO GATE, PASS THRU GATE AND TAKE
 PA0653'LEFT FORK UP HILL FOR 0.5 MI, (BEGIN 4WD), LEAVE ROAD TURNING
 PA0653'TO RIGHT AND GO GENERALLY SOUTH ALONG BASE OF RIDGE TOWARDS
 PA0653'SADDLE FOR 0.6 MILES.  STATION IS ON THE WEST AND HIGHEST OF
 PA0653'TWO TOPS.  END OF TRUCK TRAVEL IS 100 FT EAST AND ABOUT 20 FT
 PA0653'BELOW HIGHEST POINT AND STATION MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2320 ***********************************************************************
 RD2320  DESIGNATION -  BULL
 RD2320  PID         -  RD2320
 RD2320  STATE/COUNTY-  OR/MULTNOMAH
 RD2320  USGS QUAD   -  CAMAS (1993)
 RD2320
 RD2320                         *CURRENT SURVEY CONTROL
 RD2320  ___________________________________________________________________
 RD2320* NAD 83(1991)-  45 34 14.97531(N)    122 27 45.25359(W)     ADJUSTED  
 RD2320* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 RD2320  ___________________________________________________________________
 RD2320  LAPLACE CORR-           3.84  (seconds)                    DEFLEC99
 RD2320  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 RD2320  HORZ ORDER  -  THIRD
 RD2320
 RD2320.The horizontal coordinates were established by classical geodetic methods
 RD2320.and adjusted by the National Geodetic Survey in October 1991.
 RD2320
 RD2320.The orthometric height was scaled from a topographic map.
 RD2320
 RD2320.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2320
 RD2320.The geoid height was determined by GEOID03.
 RD2320
 RD2320;                    North         East     Units Scale Factor Converg.
 RD2320;SPC OR N     -   213,455.974 2,346,829.175   MT  0.99991918   -1 23 30.6
 RD2320;SPC OR N     -   700,314.88  7,699,570.78   iFT  0.99991918   -1 23 30.6
 RD2320;SPC WA S     -    28,303.940   346,806.841   MT  1.00006982   -1 25 32.2
 RD2320;SPC WA S     -    92,860.51  1,137,815.44   sFT  1.00006982   -1 25 32.2
 RD2320;UTM  10      - 5,046,505.618   541,934.965   MT  0.99962162   +0 23 01.7
 RD2320
 RD2320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2320!SPC OR N     -   1.00000245  x   0.99991918  =   0.99992163
 RD2320!SPC WA S     -   1.00000245  x   1.00006982  =   1.00007227
 RD2320!UTM  10      -   1.00000245  x   0.99962162  =   0.99962407
 RD2320
 RD2320:                Primary Azimuth Mark                     Grid Az
 RD2320:SPC OR N     -  DOCK                                     328 46 15.3
 RD2320:SPC WA S     -  DOCK                                     328 48 16.9
 RD2320:UTM  10      -  DOCK                                     326 59 43.0
 RD2320
 RD2320|---------------------------------------------------------------------|
 RD2320| PID    Reference Object                     Distance      Geod. Az  |
 RD2320|                                                           dddmmss.s |
 RD2320| RD2371 DOCK                                APPROX. 1.6 KM 3272244.7 |
 RD2320|---------------------------------------------------------------------|
 RD2320
 RD2320                          SUPERSEDED SURVEY CONTROL
 RD2320
 RD2320  NAD 83(1986)-  45 34 14.99091(N)    122 27 45.25757(W) AD(       ) 3
 RD2320  NAD 27      -  45 34 15.56000(N)    122 27 40.92000(W) AD(       ) 3
 RD2320
 RD2320.Superseded values are not recommended for survey control.
 RD2320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2320.See file dsdata.txt to determine how the superseded data were derived.
 RD2320
 RD2320_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER4193546506(NAD 83)
 RD2320
 RD2320  HISTORY     - Date     Condition        Report By
 RD2320  HISTORY     - 1935     MONUMENTED       USE
 RD2320  HISTORY     - 1938     SEE DESCRIPTION  USE
 RD2320  HISTORY     - 1945     SEE DESCRIPTION  CGS
 RD2320  HISTORY     - 19941005 MARK NOT FOUND   USPSQD
 RD2320
 RD2320                          STATION DESCRIPTION
 RD2320
 RD2320'DESCRIBED BY US ENGINEERS 1938
 RD2320'ON S BANK OF MAIN CHANNEL OF COLUMBIA RIVER, AT E OR
 RD2320'UPSTREAM END OF GOVERNMENT ISLAND.
 RD2320'
 RD2320'STATION IS MARKED BY SECTION OF 1 1/4-INCH IRON PIPE IN
 RD2320'CONCRETE POST WITH USED BULL 1935 MARKED IN CONCRETE.
 RD2320'
 RD2320'IN 1938 STATION REPORTED DESTROYED.  NEW STATION, BULL 2
 RD2320'(U.S.E.) WAS ESTABLISHED ABOUT 250 FEET SSE.  SEE ORIGINAL
 RD2320'DESCRIPTION ON PAGE 6.  OLD AND NEW STATIONS SHOULD NOT BE
 RD2320'CONFUSED.
 RD2320
 RD2320                          STATION RECOVERY (1945)
 RD2320
 RD2320'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (RAE)
 RD2320'THIS STATION WAS DESTROYED BY EROSION AND A NEW STATION,
 RD2320'BULL 2 (U.S.E.) ESTABLISHED IN GENERAL VICINITY.  IT SHOULD BE
 RD2320'CLASSIFIED AS LOST.
 RD2320
 RD2320                          STATION RECOVERY (1994)
 RD2320
 RD2320'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD2320'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC1037 ***********************************************************************
 QC1037  DESIGNATION -  BULL
 QC1037  PID         -  QC1037
 QC1037  STATE/COUNTY-  OR/WHEELER
 QC1037  USGS QUAD   -  MT MISERY (1990)
 QC1037
 QC1037                         *CURRENT SURVEY CONTROL
 QC1037  ___________________________________________________________________
 QC1037* NAD 83(1991)-  44 37 39.30896(N)    119 41 50.06274(W)     ADJUSTED  
 QC1037* NAVD 88     -      1452.7    (meters)    4766.     (feet)  VERTCON   
 QC1037  ___________________________________________________________________
 QC1037  LAPLACE CORR-          -3.64  (seconds)                    DEFLEC99
 QC1037  GEOID HEIGHT-         -19.23  (meters)                     GEOID03
 QC1037  HORZ ORDER  -  FIRST
 QC1037
 QC1037.The horizontal coordinates were established by classical geodetic methods
 QC1037.and adjusted by the National Geodetic Survey in October 1991.
 QC1037
 QC1037.The NAVD 88 height was computed by applying the VERTCON shift value to
 QC1037.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QC1037
 QC1037.The Laplace correction was computed from DEFLEC99 derived deflections.
 QC1037
 QC1037.The geoid height was determined by GEOID03.
 QC1037
 QC1037;                    North         East     Units Scale Factor Converg.
 QC1037;SPC OR N     -   107,095.895 2,563,698.850   MT  0.99993889   +0 34 09.5
 QC1037;SPC OR N     -   351,364.48  8,411,085.47   iFT  0.99993889   +0 34 09.5
 QC1037;UTM  11      - 4,945,120.423   286,042.528   MT  1.00016298   -1 53 43.9
 QC1037
 QC1037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QC1037!SPC OR N     -   0.99977530  x   0.99993889  =   0.99971420
 QC1037!UTM  11      -   0.99977530  x   1.00016298  =   0.99993824
 QC1037
 QC1037|---------------------------------------------------------------------|
 QC1037| PID    Reference Object                     Distance      Geod. Az  |
 QC1037|                                                           dddmmss.s |
 QC1037| CD6998 BULL RM 1                             6.990 METERS 11840     |
 QC1037| CD6997 BULL AZ MK                                         2760247.9 |
 QC1037| CD6999 BULL RM 2                             6.265 METERS 28549     |
 QC1037|---------------------------------------------------------------------|
 QC1037
 QC1037                          SUPERSEDED SURVEY CONTROL
 QC1037
 QC1037  NAD 83(1986)-  44 37 39.31569(N)    119 41 50.05942(W) AD(       ) 1
 QC1037  NAD 27      -  44 37 39.80700(N)    119 41 46.09600(W) AD(       ) 1
 QC1037  NGVD 29 (07/19/86) 1451.5    (m)         4762.     (f) VERT ANG    3  
 QC1037
 QC1037.Superseded values are not recommended for survey control.
 QC1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC1037.See file dsdata.txt to determine how the superseded data were derived.
 QC1037
 QC1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKK8604345120(NAD 83)
 QC1037_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QC1037_SETTING: 66 = SET IN ROCK OUTCROP
 QC1037
 QC1037  HISTORY     - Date     Condition        Report By
 QC1037  HISTORY     - 1946     MONUMENTED       CGS
 QC1037  HISTORY     - 1963     SEE DESCRIPTION  CGS
 QC1037  HISTORY     - 1963     SEE DESCRIPTION  CGS
 QC1037  HISTORY     - 1975     SEE DESCRIPTION  NGS
 QC1037
 QC1037                          STATION DESCRIPTION
 QC1037
 QC1037'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 QC1037'THE STATION IS LOCATED ABOUT 3 MILES WEST OF THE JOHN DAY RIVER,
 QC1037'ABOUT 9 MILES SOUTHWEST OF KIMBERLY, ON THE TOP OF A LOW KNOB
 QC1037'WHICH IS AT THE EAST END OF A BARE RIDGE.  THIS RIDGE IS COVERED
 QC1037'WITH TIMBER HIGHER UP.  THE MARK IS SET 1 FOOT BELOW THE LEVEL
 QC1037'OF THE GROUND AND STAMPED BULL 1945.  (THIS STATION WAS BUILT IN
 QC1037'1945 BUT WAS NOT OCCUPIED UNTIL 1946.)
 QC1037'
 QC1037'REFERENCE MARK NO.1 IS EAST OF AND 2 FEET LOWER THAN THE
 QC1037'STATION.  IT IS ON THE EAST SLOPE OF THE KNOB AND PROJECTS 2
 QC1037'INCHES.  STAMPED BULL NO.1 1945.
 QC1037'
 QC1037'REFERENCE MARK NO.2 IS WEST OF AND 2 FEET LOWER THAN THE
 QC1037'STATION.  STAMPED BULL NO.2 1945 AND IS FLUSH WITH THE GROUND.
 QC1037'
 QC1037'THE AZIMUTH MARK IS 0.3 MILE WEST OF THE STATION, ON THE EAST
 QC1037'SLOPE OF A SMALL KNOB WHICH IS COVERED WITH TIMBER ON THE NORTH
 QC1037'SLOPE.  IT IS 16 PACES WEST OF A SMALL JUNIPER TREE AND PROJECTS
 QC1037'10 INCHES.  STAMPED BULL 1945.
 QC1037'
 QC1037'TO REACH THE STATION FROM KIMBERLY, GO SOUTH ON STATE HIGHWAY
 QC1037'19 FOR 14.5 MILES TO A SIDE ROAD RIGHT AT THE RANCH OF RHYS
 QC1037'HUMPHREYS.  TURN RIGHT ON THE GRAVEL ROAD AND GO 3.85 MILES TO A
 QC1037'FORK.  TAKE RIGHT FORK AND FOLLOW THE LOGGING ROAD UP A CANYON
 QC1037'FOR 1.95 MILES TO A FORK.  TAKE THE RIGHT FORK AND FOLLOW THE
 QC1037'MAIN TRAVELLED ROAD FOR 0.85 MILE TO ANOTHER FORK.  TURN SHARP
 QC1037'RIGHT AND GO 0.2 MILE TO A DIM FORK.  TAKE DIM RIGHT FORK FOR
 QC1037'0.1 MILE AND THE END OF TRUCK TRAVEL.  FROM HERE PACK
 QC1037'NORTHEAST ALONG THE OLD TRAIL FOR 0.65 MILE TO THE TOP OF THE
 QC1037'RIDGE, THENCE DOWN THE RIDGE, EAST, FOR 0.4 MILE TO THE
 QC1037'FIRST SMALL KNOLL AND THE AZIMUTH MARK AS DESCRIBED.  FROM
 QC1037'HERE CONTINUE ON DOWN THE RIDGE FOR 0.3 MILE TO ANOTHER SMALL
 QC1037'KNOLL AND THE STATION AS DESCRIBED.
 QC1037'
 QC1037'OBSERVATIONS MADE FROM A 4 FOOT STAND.
 QC1037
 QC1037                          STATION RECOVERY (1963)
 QC1037
 QC1037'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (MBM)
 QC1037'THE STATION WAS FOUND IN GOOD CONDITION.
 QC1037'
 QC1037'REFERENCE MARK NO. 1 WAS FOUND LOOSE BUT IN PLACE, SHOULD BE
 QC1037'REPLACED.
 QC1037'
 QC1037'REFERENCE MARK NO. 2 WAS FOUND IN GOOD CONDITION.
 QC1037'
 QC1037'NEW DESCRIPTION - STARTING IN KIMBERLY, GO SOUTH ON STATE
 QC1037'HIGHWAY 19 FOR 7.1 MILE TO GRAVEL ROAD RIGHT AND SIGN W4 RANCH,
 QC1037'TURN RIGHT, CROSS CATTLE GUARD AND FOLLOW ROAD, CROSSING BRIDGE
 QC1037'OVER JOHN DAY RIVER, FOR 5 MILES TO RANCH HEADQUARTERS.  AT
 QC1037'RANCH KEEP LEFT ON MAIN ROAD, PAST SHOP BUILDING, PASS THRU GATE
 QC1037'AND CONTINUE FOR 1 MILE TO A ROAD LEFT, TURN LEFT AND FOLLOW
 QC1037'MAIN GRAVEL ROAD UPHILL IN GENERAL SW DIRECTION FOR 2.6 MILES
 QC1037'TO A DIRT ROAD LEFT, CONTINUE STRAIGHT AHEAD ON MAIN ROAD
 QC1037'UPHILL, THE ROAD BECOMES STEEPER WITH SEVERAL SWITCHBACKS AS
 QC1037'IT CLIMBS TOWARDS THE MAIN ROCK RIM ABOVE.  FOLLOW THE MAIN
 QC1037'ROAD FOR 2.4 MILES TO THE TOP OF THE RIM AND A ROAD FORK, GO
 QC1037'LEFT FOR .2 MILES TO A FORK, GO LEFT AGAIN, THRU TIMBER,
 QC1037'FOR .3 MILE TO A SHARP TURN LEFT, CONTINUE ON MAIN ROAD FOR
 QC1037'.6 MILE TO A FLAT, OPEN RIM AND A U.S. BUREAU OF AERONAUTICS
 QC1037'NAVIGATIONAL AID STATION.  HERE ROAD BECOMES DIRT.
 QC1037'CONTINUE SOUTH ON MAIN ROAD .4 MILE TO A WIRE GATE IN THE
 QC1037'TIMBER, PASS THRU GATE AND GO DOWNHILL 1 MILE TO A ROAD
 QC1037'JUNCTION AND SIGN W4 RANCH POINTING LEFT (NE).  FROM THIS
 QC1037'JUNCTION A FAINT, SINGLE TRACK, JEEP TRAIL, RUNS SE ON THE
 QC1037'MAIN RIDGE TOP, FOLLOW THIS FOR .1 MILE, CROSSING 1 SMALL PEAK
 QC1037'AND CONTINUING TO A SECOND KNOB.  THE STATION IS LOCATED ON
 QC1037'THIS SECOND PEAK, OVERLOOKING THE JOHN DAY RIVER CANYON.
 QC1037
 QC1037                          STATION RECOVERY (1963)
 QC1037
 QC1037'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WTJ)
 QC1037'STATION RECOVERED IN GOOD CONDITION.  A NEW TO REACH DESCRIPTION
 QC1037'IS AS FOLLOWS--
 QC1037'
 QC1037'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 26 AND STATE
 QC1037'HIGHWAY 19, GO NORTH ON HIGHWAY 19 FOR 11.4 MILES TO ROAD LEFT
 QC1037'(WEST) AND SIGN FAA VORTAC 9 MILES.  GO WEST AND NORTH 0.5 MILES
 QC1037'TO W-4 RANCH BUILDINGS.  CONTINUE ON MAIN TRAVELED ROAD PASSING
 QC1037'TO THE RIGHT OF RANCH HOUSE 0.2 MILE TO ROAD LEFT (WEST).  GO
 QC1037'WESTERLY ON MAIN TRAVELED ROAD 5.5 MILES TO TOP OF MOUNTAIN AND
 QC1037'Y INTERSECTION.  TAKE MAIN FORK LEFT AND FOLLOW MAIN ROAD
 QC1037'SOUTHERLY 1.1 MILES TO FAA VORTAC ON RIGHT.  CONTINUE ON MAIN
 QC1037'TRAVELED BLADED ROAD PAST VORTAC FOR 0.4 MILE TO A WIRE GATE.
 QC1037'PASS THROUGH GATE AND CONTINUE ON MAIN BLADED ROAD WHICH GOES
 QC1037'DOWN THE EASTERLY SIDE OF RIDGE 1.0 MILE TO TRACK ROAD LEFT
 QC1037'IN SADDLE.  TURN LEFT (EASTERLY) AND GO ABOUT 200 FEET
 QC1037'TO BLADED ROAD CROSSING TRACK ROAD AND SIGNS POINTING LEFT
 QC1037'TO JOHNSON CR. AND W-4 RANCH.  CONTINUE EASTERLY, CROSSING
 QC1037'BLADED ROAD AND FOLLOW DIM TRACK ROAD ALONG TOP OF RIDGE 0.35
 QC1037'MILE TO AZIMUTH MARK ABOUT 100 FEET ON RIGHT AS PER 1946
 QC1037'DESCRIPTION.  CONTINUE ON TRACK ROAD ALONG TOP OF RIDGE 0.35
 QC1037'MILE TO POINT OF RIDGE AND STATION ON HIGHEST POINT AS PER THE
 QC1037'1946 DESCRIPTION.
 QC1037
 QC1037                          STATION RECOVERY (1975)
 QC1037
 QC1037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 QC1037'THE STATION MARK, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK WAS
 QC1037'RECOVERED AS DESCRIBED.  THE TO REACH WRITTEN BY W.T.J. DATED
 QC1037'1963 IS CORRECT, AND ADEQUATE.  A DIFFERENCE WAS FOUND IN THE
 QC1037'HORIZONTAL ANGLE TO REFERENCE MARK NO. 1.  THE STATION IS ON
 QC1037'RANGE LAND OWNED BY MR. HOWARD GABLE, OWNER, AND MANAGER OF THE
 QC1037'W-4 RANCH.
 QC1037'
 QC1037'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QC1037'9 MILES SOUTHWEST OF KIMBERLY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2632 ***********************************************************************
 QE2632  DESIGNATION -  BULL
 QE2632  PID         -  QE2632
 QE2632  STATE/COUNTY-  OR/MARION
 QE2632  USGS QUAD   -  BULL OF THE WOODS (1997)
 QE2632
 QE2632                         *CURRENT SURVEY CONTROL
 QE2632  ___________________________________________________________________
 QE2632* NAD 83(1991)-  44 53 04.74584(N)    122 05 44.53609(W)     ADJUSTED  
 QE2632* NAVD 88     -      1684.5    (meters)    5527.     (feet)  VERTCON   
 QE2632  ___________________________________________________________________
 QE2632  LAPLACE CORR-           4.81  (seconds)                    DEFLEC99
 QE2632  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 QE2632  HORZ ORDER  -  THIRD
 QE2632
 QE2632.The horizontal coordinates were established by classical geodetic methods
 QE2632.and adjusted by the National Geodetic Survey in October 1991.
 QE2632
 QE2632.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE2632.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE2632
 QE2632.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2632
 QE2632.The geoid height was determined by GEOID03.
 QE2632
 QE2632;                    North         East     Units Scale Factor Converg.
 QE2632;SPC OR N     -   136,588.966 2,373,951.510   MT  0.99990681   -1 07 53.9
 QE2632;SPC OR N     -   448,126.53  7,788,554.82   iFT  0.99990681   -1 07 53.9
 QE2632;UTM  10      - 4,970,534.506   571,415.196   MT  0.99966271   +0 38 17.4
 QE2632
 QE2632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2632!SPC OR N     -   0.99973932  x   0.99990681  =   0.99964616
 QE2632!UTM  10      -   0.99973932  x   0.99966271  =   0.99940212
 QE2632
 QE2632|---------------------------------------------------------------------|
 QE2632| PID    Reference Object                     Distance      Geod. Az  |
 QE2632|                                                           dddmmss.s |
 QE2632| CS4140 BULL RM 2                             3.039 METERS 14847     |
 QE2632| CS4139 BULL RM 1                             2.963 METERS 24109     |
 QE2632|---------------------------------------------------------------------|
 QE2632
 QE2632                          SUPERSEDED SURVEY CONTROL
 QE2632
 QE2632  NAD 83(1986)-  44 53 04.76294(N)    122 05 44.55142(W) AD(       ) 3
 QE2632  NGVD 29 (04/26/90) 1683.4    (m)         5523.     (f) VERT ANG    3  
 QE2632
 QE2632.Superseded values are not recommended for survey control.
 QE2632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2632.See file dsdata.txt to determine how the superseded data were derived.
 QE2632
 QE2632_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ7141570535(NAD 83)
 QE2632_MARKER: DS = TRIANGULATION STATION DISK
 QE2632_SETTING: 80 = SET IN A BOULDER
 QE2632_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QE2632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE2632+STABILITY: SURFACE MOTION
 QE2632
 QE2632  HISTORY     - Date     Condition        Report By
 QE2632  HISTORY     - 1955     MONUMENTED       USGS
 QE2632
 QE2632                          STATION DESCRIPTION
 QE2632
 QE2632'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 QE2632'LOCATED ABOUT 30 MI SE. OF MOLALLA, 11 MI NNE. OF DETROIT, 4.5 MI
 QE2632'NNE. OF ELK LAKE.  UNDER USFS LOT ON TOP OF BULL OF THE WOODS MTN.
 QE2632'
 QE2632'TO REACH FROM DETROIT, DRIVE 4.2 MI NE. ON BREITENBUSH RIVER RD.
 QE2632'TO RD. FORKS.  TAKE LEFT FORK 4.9 MI TO RD. FORKS.  TAKE LEFT FORK
 QE2632'1.3 MI TO ELK LAKE CREEK.  LEAVE TRUCK AND FOLLOW TRAIL WHICH
 QE2632'LEAVES RD. 300 FT. BEYOND ELK LAKE CREEK, 3.5 MI NE. TO BATTLE
 QE2632'CREEK SHELTER.  TAKE TRAIL FORK ABOUT 1 MI NW. TO TRAIL FORKS.  TAKE
 QE2632'RIGHT FORK FOLLOWING TRAIL UP RIDGE ABOUT 4 MI TO LO AND STATION.
 QE2632'A 4-1/2 HOUR PACK.
 QE2632'
 QE2632'STATION MARK--STANDARD TABLET STAMPED---BULL 1955---, CEMENTED IN
 QE2632'DRILL HOLE IN ROCK.
 QE2632'
 QE2632'RM 1--COPPER NAIL AND WASHER DRIVEN IN WEST LEG OF TOWER.
 QE2632'
 QE2632'RM 2--COPPER NAIL AND WASHER DRIVEN IN SOUTH LEG OF TOWER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2318 ***********************************************************************
 RD2318  DESIGNATION -  BULL 2
 RD2318  PID         -  RD2318
 RD2318  STATE/COUNTY-  OR/MULTNOMAH
 RD2318  USGS QUAD   -  CAMAS (1993)
 RD2318
 RD2318                         *CURRENT SURVEY CONTROL
 RD2318  ___________________________________________________________________
 RD2318* NAD 83(1991)-  45 34 12.59531(N)    122 27 43.52458(W)     ADJUSTED  
 RD2318* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 RD2318  ___________________________________________________________________
 RD2318  LAPLACE CORR-           3.81  (seconds)                    DEFLEC99
 RD2318  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 RD2318  HORZ ORDER  -  THIRD
 RD2318
 RD2318.The horizontal coordinates were established by classical geodetic methods
 RD2318.and adjusted by the National Geodetic Survey in October 1991.
 RD2318
 RD2318.The orthometric height was scaled from a topographic map.
 RD2318
 RD2318.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2318
 RD2318.The geoid height was determined by GEOID03.
 RD2318
 RD2318;                    North         East     Units Scale Factor Converg.
 RD2318;SPC OR N     -   213,381.614 2,346,864.868   MT  0.99991910   -1 23 29.4
 RD2318;SPC OR N     -   700,070.91  7,699,687.89   iFT  0.99991910   -1 23 29.4
 RD2318;SPC WA S     -    28,229.547   346,842.495   MT  1.00007002   -1 25 30.9
 RD2318;SPC WA S     -    92,616.44  1,137,932.42   sFT  1.00007002   -1 25 30.9
 RD2318;UTM  10      - 5,046,432.421   541,972.934   MT  0.99962166   +0 23 02.9
 RD2318
 RD2318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2318!SPC OR N     -   1.00000245  x   0.99991910  =   0.99992155
 RD2318!SPC WA S     -   1.00000245  x   1.00007002  =   1.00007247
 RD2318!UTM  10      -   1.00000245  x   0.99962166  =   0.99962411
 RD2318
 RD2318:                Primary Azimuth Mark                     Grid Az
 RD2318:SPC OR N     -  DOCK                                     329 02 45.9
 RD2318:SPC WA S     -  DOCK                                     329 04 47.4
 RD2318:UTM  10      -  DOCK                                     327 16 13.6
 RD2318
 RD2318|---------------------------------------------------------------------|
 RD2318| PID    Reference Object                     Distance      Geod. Az  |
 RD2318|                                                           dddmmss.s |
 RD2318| RD2371 DOCK                                APPROX. 1.7 KM 3273916.5 |
 RD2318|---------------------------------------------------------------------|
 RD2318
 RD2318                          SUPERSEDED SURVEY CONTROL
 RD2318
 RD2318  NAD 83(1986)-  45 34 12.61090(N)    122 27 43.52858(W) AD(       ) 3
 RD2318  NAD 27      -  45 34 13.17448(N)    122 27 39.19469(W) AD(       ) 3
 RD2318
 RD2318.Superseded values are not recommended for survey control.
 RD2318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2318.See file dsdata.txt to determine how the superseded data were derived.
 RD2318
 RD2318_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER4197346432(NAD 83)
 RD2318
 RD2318  HISTORY     - Date     Condition        Report By
 RD2318  HISTORY     - 1938     MONUMENTED       USE
 RD2318  HISTORY     - 1945     SEE DESCRIPTION  CGS
 RD2318  HISTORY     - 1961     SEE DESCRIPTION  CGS
 RD2318
 RD2318                          STATION DESCRIPTION
 RD2318
 RD2318'DESCRIBED BY US ENGINEERS 1938 (WMS)
 RD2318'STATION IS LOCATED ON THE E END OF GOVERNMENT ISLAND, ON THE S SIDE
 RD2318'OF THE MAIN CHANNEL OF THE COLUMBIA RIVER, ABOUT 325 METERS NW OF
 RD2318'THE EASTERNMOST TIP OF THE ISLAND AND 8 METERS FROM THE CUT BANK.
 RD2318'
 RD2318'STATION IS MARKED BY A 1 1/2-INCH IRON PIPE IN BLOCK OF CONCRETE
 RD2318'WITH BULL U.S.E. 1935 MARKED ON IT.
 RD2318
 RD2318                          STATION RECOVERY (1945)
 RD2318
 RD2318'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (RAE)
 RD2318'STATION WAS RECOVERED AS DESCRIBED BY W.M.S. IN 1938.  THE TOP OF
 RD2318'THE CONCRETE BLOCK HAS BEEN BROKEN OFF AND IT IS IMPOSSIBLE TO READ
 RD2318'ANY LETTERING ON THE CONCRETE.  HOWEVER, A TRIPOD IS OVER THE
 RD2318'POINT.  THE STATION IS ABOUT ON RANGE WITH THE FIRST AND THIRD OF
 RD2318'THREE JETTIES, ABOUT 2 METERS SW OF THE TOP OF THE RIPRAPPED BANK.
 RD2318'
 RD2318'THIS STATION IS BEST REACHED BY BOAT.
 RD2318
 RD2318                          STATION RECOVERY (1961)
 RD2318
 RD2318'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (FN)
 RD2318'STATION WAS RECOVERED.  THE TOP OF THE MARK IS ABOUT 6 INCHES LOWER
 RD2318'THAN THE SURFACE, BUT THE TOP HAS BEEN KEPT UNCOVERED.  THERE IS
 RD2318'NOW A TRIPOD OVER IT.  IT IS AT THE EAST END OF GOVERNMENT ISLAND,
 RD2318'JUST NORTH OF THE MOST EASTERN POINT, AND ABOUT 7 FEET WEST OF THE
 RD2318'TOP OF THE ROCK RIPRAPPED BANK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2724 ***********************************************************************
 RD2724  DESIGNATION -  BULL MOUNTAIN
 RD2724  PID         -  RD2724
 RD2724  STATE/COUNTY-  OR/WASHINGTON
 RD2724  USGS QUAD   -  BEAVERTON (1984)
 RD2724
 RD2724                         *CURRENT SURVEY CONTROL
 RD2724  ___________________________________________________________________
 RD2724* NAD 83(1991)-  45 24 56.55607(N)    122 49 04.78556(W)     ADJUSTED  
 RD2724* NAVD 88     -       205.     (meters)     673.     (feet)  SCALED    
 RD2724  ___________________________________________________________________
 RD2724  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 RD2724  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 RD2724  HORZ ORDER  -  SECOND
 RD2724
 RD2724.The horizontal coordinates were established by classical geodetic methods
 RD2724.and adjusted by the National Geodetic Survey in October 1991.
 RD2724
 RD2724.The orthometric height was scaled from a topographic map.
 RD2724
 RD2724.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2724
 RD2724.The geoid height was determined by GEOID03.
 RD2724
 RD2724;                    North         East     Units Scale Factor Converg.
 RD2724;SPC OR N     -   196,959.594 2,318,602.130   MT  0.99990386   -1 38 38.0
 RD2724;SPC OR N     -   646,192.89  7,606,962.37   iFT  0.99990386   -1 38 38.0
 RD2724;UTM  10      - 5,029,148.311   514,240.592   MT  0.99960249   +0 07 46.7
 RD2724
 RD2724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2724!SPC OR N     -   0.99997144  x   0.99990386  =   0.99987530
 RD2724!UTM  10      -   0.99997144  x   0.99960249  =   0.99957394
 RD2724
 RD2724:                Primary Azimuth Mark                     Grid Az
 RD2724:SPC OR N     -  W PORTLAND KOIN RAD STA W TWR            032 26 09.1
 RD2724:UTM  10      -  W PORTLAND KOIN RAD STA W TWR            030 39 44.4
 RD2724
 RD2724|---------------------------------------------------------------------|
 RD2724| PID    Reference Object                     Distance      Geod. Az  |
 RD2724|                                                           dddmmss.s |
 RD2724| RD2968 W PORTLAND KOIN RAD STA W TWR       APPROX.12.9 KM 0304731.1 |
 RD2724| RD3121 W PORTLAND KOIN RAD STA E TWR       APPROX.13.0 KM 0310454.7 |
 RD2724| RD2550 COUNCIL CREST STANDPIPE             APPROX.12.6 KM 0424916.9 |
 RD2724| RD2718 TIGARD ST ANTHONYS CH SPIRE         APPROX. 3.5 KM 0662652.2 |
 RD2724| CE2352 BULL MOUNTAIN AZ MK                                1002521.5 |
 RD2724| RD2727 LAND CORNER NEAR BULL MTN            18.160 METERS 21658     |
 RD2724| RD2728 BULL MOUNTAIN RM 1                   12.257 METERS 23535     |
 RD2724| CE2353 BULL MOUNTAIN RM 2                   13.958 METERS 31423     |
 RD2724|---------------------------------------------------------------------|
 RD2724
 RD2724                          SUPERSEDED SURVEY CONTROL
 RD2724
 RD2724  NAD 83(1986)-  45 24 56.57716(N)    122 49 04.79216(W) AD(       ) 2
 RD2724  NAD 27      -  45 24 57.15021(N)    122 49 00.43845(W) AD(       ) 2
 RD2724
 RD2724.Superseded values are not recommended for survey control.
 RD2724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2724.See file dsdata.txt to determine how the superseded data were derived.
 RD2724
 RD2724_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1424129148(NAD 83)
 RD2724_MARKER: Z = SEE DESCRIPTION
 RD2724_SETTING: 0 = UNSPECIFIED SETTING
 RD2724
 RD2724  HISTORY     - Date     Condition        Report By
 RD2724  HISTORY     - 1946     MONUMENTED       USE
 RD2724  HISTORY     - 1960     SEE DESCRIPTION  CGS
 RD2724  HISTORY     - 19950325 MARK NOT FOUND   USPSQD
 RD2724
 RD2724                          STATION DESCRIPTION
 RD2724
 RD2724'DESCRIBED BY US ENGINEERS 1946
 RD2724'STATION IS ON THE SE SLOPE OF BULL MOUNTAIN, ABOUT 1/4 MILE SE
 RD2724'OF THE HIGHEST ELEVATION, 2 MILES SW OF TIGARD, AND JUST N OF THE
 RD2724'BULL MOUNTAIN ROAD, AT THE RESIDENCE OF EDWARD S. GROMON.  IT IS
 RD2724'E OF THE RETAINING WALL ON THE E SIDE OF THE LAWN, SE OF THE SE
 RD2724'CORNER OF THE HOUSE, NE OF THE MOST E OF THREE POPLAR TREES, AND
 RD2724'N OF THE CENTER LINE OF THE ROAD.
 RD2724'
 RD2724'STATION MARK IS A BRONZE STATION DISK SET IN CONCRETE AND
 RD2724'PROJECTS ABOUT 4 INCHES ABOVE THE SURFACE OF THE
 RD2724'GROUND.  UNDERGROUND MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 RD2724'
 RD2724'STATION IS BEST REACHED FROM TIGARD AS FOLLOWS--AT THE S END
 RD2724'OF THE OVERPASS OVER THE SOUTHERN PACIFIC CO. RAILROAD, GO S ON
 RD2724'HIGHWAY 99W FOR 1.4 MILES, TURN RIGHT ON BULL MOUNTAIN ROAD AND GO
 RD2724'1.4 MILES TO THREE LARGE POPLAR TREES ON THE RIGHT AND THE
 RD2724'STATION.
 RD2724'
 RD2724'REFERENCE MARK 1 IS IN THE SE CORNER OF THE LAWN, FLUSH WITH THE
 RD2724'SURFACE OF THE GROUND.
 RD2724'
 RD2724'REFERENCE MARK 2 IS IN THE NE CORNER OF THE LAWN, FLUSH WITH THE
 RD2724'SURFACE OF THE GROUND.
 RD2724'
 RD2724'BOTH REFERENCE MARKS ARE BRONZE REFERENCE DISKS SET IN CONCRETE.
 RD2724'
 RD2724'THE AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN CONCRETE.
 RD2724'
 RD2724'TO REACH AZIMUTH MARK FROM STATION, GO E ON BULL MOUNTAIN ROAD
 RD2724'ABOUT 0.6 MILE TO TOP OF RISE.  MARK IS ON N SIDE OF ROAD, W OF
 RD2724'DRIVEWAY.
 RD2724'
 RD2724'HEIGHT OF LIGHT ABOVE STATION MARK 3.0 METERS.
 RD2724
 RD2724                          STATION RECOVERY (1960)
 RD2724
 RD2724'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FN)
 RD2724'STATION WAS RECOVERED AS ORIGINAL DESCRIBED, EXCEPT THAT NOW THE
 RD2724'TOP OF THE STATION MARK IS ABOUT 10-INCHES BELOW THE SURFACE OF THE
 RD2724'GROUND.  REFERENCE MARK NO.1 IS 40.231 FEET WEST OF THE STATION,
 RD2724'1-FOOT WEST OF A CEMENT CURB ALONG THE DRIVEWAY INTO A HOME, 25.5
 RD2724'FEET NORTH OF THE CENTER OF BULL MOUNTAIN ROAD.  A STANDARD DISK
 RD2724'SET IN TOP OF A CONCRETE POST.  REFERENCE MARK NO.2 IS A
 RD2724'STANDARD DISK SET IN TOP OF A CONCRETE POST, IT IS 45.772 FEET
 RD2724'NORTH OF THE STATION.  AZIMUTH MARK IS A STANDARD DISK SET IN TOP
 RD2724'OF A CONCRETE POST, PROJECT ABOUT 6-INCHES.  IT IS 0.6 MILE EAST
 RD2724'OF THE STATION, ON THE NORTH SIDE OF BULL MOUNTAIN ROAD, 1-FOOT
 RD2724'SOUTH OF A HEDGE FENCE, AND ABOUT 1-FOOT WEST OF A DRIVEWAY
 RD2724'INTO A HOME.
 RD2724'
 RD2724'REACHED FROM THE SOUTH END OF THE OVERPASS OVER THE SOUTHERN
 RD2724'PACIFIC COMPANY RAIL ROAD, AT TIGARD, GO SOUTH ON 99W FOR 1.4
 RD2724'MILES TO BULL MOUNTAIN ROAD, TURN RIGHT, FOLLOW BULL MOUNTAIN
 RD2724'ROAD, WEST, FOR 0.8 MILES TO THE AZIMUTH MARK ON THE RIGHT,
 RD2724'NORTH.  CONTINUE AHEAD, WEST, ON BULL MOUNTAIN ROAD FOR 0.6 MILE
 RD2724'TO THE STATION ON THE RIGHT.
 RD2724
 RD2724                          STATION RECOVERY (1995)
 RD2724
 RD2724'RECOVERY NOTE BY US POWER SQUADRON 1995
 RD2724'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2728 ***********************************************************************
 RD2728  DESIGNATION -  BULL MOUNTAIN RM 1
 RD2728  PID         -  RD2728
 RD2728  STATE/COUNTY-  OR/WASHINGTON
 RD2728  USGS QUAD   -  BEAVERTON (1984)
 RD2728
 RD2728                         *CURRENT SURVEY CONTROL
 RD2728  ___________________________________________________________________
 RD2728* NAD 83(1991)-  45 24 56.33166(N)    122 49 05.25060(W)     ADJUSTED  
 RD2728* NAVD 88     -       205.     (meters)     673.     (feet)  SCALED    
 RD2728  ___________________________________________________________________
 RD2728  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 RD2728  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 RD2728  HORZ ORDER  -  SECOND
 RD2728
 RD2728.The horizontal coordinates were established by classical geodetic methods
 RD2728.and adjusted by the National Geodetic Survey in October 1991.
 RD2728
 RD2728.The orthometric height was scaled from a topographic map.
 RD2728
 RD2728.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2728
 RD2728.The geoid height was determined by GEOID03.
 RD2728
 RD2728;                    North         East     Units Scale Factor Converg.
 RD2728;SPC OR N     -   196,952.960 2,318,591.825   MT  0.99990385   -1 38 38.3
 RD2728;SPC OR N     -   646,171.13  7,606,928.56   iFT  0.99990385   -1 38 38.3
 RD2728;UTM  10      - 5,029,141.363   514,230.500   MT  0.99960249   +0 07 46.3
 RD2728
 RD2728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2728!SPC OR N     -   0.99997144  x   0.99990385  =   0.99987529
 RD2728!UTM  10      -   0.99997144  x   0.99960249  =   0.99957394
 RD2728
 RD2728                          SUPERSEDED SURVEY CONTROL
 RD2728
 RD2728  NAD 83(1986)-  45 24 56.35276(N)    122 49 05.25720(W) AD(       ) 2
 RD2728  NAD 27      -  45 24 56.92581(N)    122 49 00.90348(W) AD(       ) 2
 RD2728
 RD2728.Superseded values are not recommended for survey control.
 RD2728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2728.See file dsdata.txt to determine how the superseded data were derived.
 RD2728
 RD2728_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1423129141(NAD 83)
 RD2728
 RD2728  HISTORY     - Date     Condition        Report By
 RD2728  HISTORY     - 1946     MONUMENTED       CGS
 RD2728  HISTORY     - 19950325 MARK NOT FOUND   USPSQD
 RD2728
 RD2728                          STATION DESCRIPTION
 RD2728
 RD2728'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RD2728'SEE STATION BULL MOUNTAIN
 RD2728
 RD2728                          STATION RECOVERY (1995)
 RD2728
 RD2728'RECOVERY NOTE BY US POWER SQUADRON 1995
 RD2728'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1683 ***********************************************************************
 QE1683  DESIGNATION -  BULL OF THE WOODS LOH
 QE1683  PID         -  QE1683
 QE1683  STATE/COUNTY-  OR/MARION
 QE1683  USGS QUAD   -  BULL OF THE WOODS (1997)
 QE1683
 QE1683                         *CURRENT SURVEY CONTROL
 QE1683  ___________________________________________________________________
 QE1683* NAD 83(1991)-  44 53 04.73801(N)    122 05 44.55359(W)     ADJUSTED  
 QE1683* NAVD 88     -              **(meters)            **(feet)            
 QE1683  ___________________________________________________________________
 QE1683  LAPLACE CORR-           4.81  (seconds)                    DEFLEC99
 QE1683  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 QE1683  HORZ ORDER  -  THIRD
 QE1683
 QE1683.The horizontal coordinates were established by classical geodetic methods
 QE1683.and adjusted by the National Geodetic Survey in October 1991.
 QE1683
 QE1683
 QE1683.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE1683
 QE1683.The geoid height was determined by GEOID03.
 QE1683
 QE1683;                    North         East     Units Scale Factor Converg.
 QE1683;SPC OR N     -   136,588.732 2,373,951.121   MT  0.99990681   -1 07 54.0
 QE1683;SPC OR N     -   448,125.76  7,788,553.55   iFT  0.99990681   -1 07 54.0
 QE1683;UTM  10      - 4,970,534.260   571,414.815   MT  0.99966271   +0 38 17.4
 QE1683
 QE1683                          SUPERSEDED SURVEY CONTROL
 QE1683
 QE1683  NAD 83(1986)-  44 53 04.75677(N)    122 05 44.56924(W) AD(       ) 4
 QE1683  NAD 27      -  44 53 05.30800(N)    122 05 40.31000(W) AD(       ) 3
 QE1683
 QE1683.Superseded values are not recommended for survey control.
 QE1683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1683.See file dsdata.txt to determine how the superseded data were derived.
 QE1683
 QE1683_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ7141570534(NAD 83)
 QE1683
 QE1683  HISTORY     - Date     Condition        Report By
 QE1683  HISTORY     - 1947     MONUMENTED       CGS
 QE1683
 QE1683                          STATION DESCRIPTION
 QE1683
 QE1683'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (WRH)
 QE1683'THE STATION IS THE CENTER OF THE FOREST SERVICE LOOKOUT HOUSE ON
 QE1683'THE SUMMIT OF BULL OF THE WOODS MOUNTAIN IN THE MOUNT HOOD
 QE1683'NATIONAL FOREST.  IT IS LOCATED ABOUT 10 MILES NORTHWEST OF
 QE1683'BREITENBUSH HOT SPRINGS, ABOUT 5 MILES SOUTHEAST OF BAGBY HOT
 QE1683'SPRINGS AND ABOUT 5 MILES NORTH OF ELK LAKE.  THE LOOKOUT HOUSE
 QE1683'IS ABOUT 30 FEET IN HEIGHT AND HAS A PEAKED ROOF.
 QE1683'
 QE1683'THIS STATION WAS LOCATED BY INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2734 ***********************************************************************
 RD2734  DESIGNATION -  BULL TOP
 RD2734  PID         -  RD2734
 RD2734  STATE/COUNTY-  OR/WASHINGTON
 RD2734  USGS QUAD   -  BEAVERTON (1984)
 RD2734
 RD2734                         *CURRENT SURVEY CONTROL
 RD2734  ___________________________________________________________________
 RD2734* NAD 83(1991)-  45 25 02.70030(N)    122 49 22.76994(W)     ADJUSTED  
 RD2734* NAVD 88     -       219.     (meters)     719.     (feet)  SCALED    
 RD2734  ___________________________________________________________________
 RD2734  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 RD2734  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 RD2734  HORZ ORDER  -  FIRST
 RD2734
 RD2734.The horizontal coordinates were established by classical geodetic methods
 RD2734.and adjusted by the National Geodetic Survey in October 1991.
 RD2734
 RD2734.The orthometric height was scaled from a topographic map.
 RD2734
 RD2734.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2734
 RD2734.The geoid height was determined by GEOID03.
 RD2734
 RD2734;                    North         East     Units Scale Factor Converg.
 RD2734;SPC OR N     -   197,160.412 2,318,216.748   MT  0.99990398   -1 38 50.8
 RD2734;SPC OR N     -   646,851.75  7,605,697.99   iFT  0.99990398   -1 38 50.8
 RD2734;UTM  10      - 5,029,337.049   513,849.298   MT  0.99960236   +0 07 33.9
 RD2734
 RD2734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2734!SPC OR N     -   0.99996925  x   0.99990398  =   0.99987323
 RD2734!UTM  10      -   0.99996925  x   0.99960236  =   0.99957162
 RD2734
 RD2734:                Primary Azimuth Mark                     Grid Az
 RD2734:SPC OR N     -  MULTNOMAH CYLINDRICAL WATER TK           051 57 17.3
 RD2734:UTM  10      -  MULTNOMAH CYLINDRICAL WATER TK           050 10 52.6
 RD2734
 RD2734|---------------------------------------------------------------------|
 RD2734| PID    Reference Object                     Distance      Geod. Az  |
 RD2734|                                                           dddmmss.s |
 RD2734| RD2539 MULTNOMAH CYLINDRICAL WATER TK      APPROX.10.8 KM 0501826.5 |
 RD2734| RD2724 BULL MOUNTAIN                       434.612 METERS 1155234.8 |
 RD2734| CE2354 BULL TOP RM 1                        32.284 METERS 13431     |
 RD2734| CE2355 BULL TOP RM 2                        20.312 METERS 16453     |
 RD2734|---------------------------------------------------------------------|
 RD2734
 RD2734                          SUPERSEDED SURVEY CONTROL
 RD2734
 RD2734  NAD 83(1986)-  45 25 02.72152(N)    122 49 22.77670(W) AD(       ) 1
 RD2734  NAD 27      -  45 25 03.29493(N)    122 49 18.42300(W) AD(       ) 1
 RD2734
 RD2734.Superseded values are not recommended for survey control.
 RD2734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2734.See file dsdata.txt to determine how the superseded data were derived.
 RD2734
 RD2734_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1384929337(NAD 83)
 RD2734_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RD2734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD2734
 RD2734  HISTORY     - Date     Condition        Report By
 RD2734  HISTORY     - 1962     MONUMENTED       CGS
 RD2734  HISTORY     - 1965     SEE DESCRIPTION  CGS
 RD2734  HISTORY     - 19950325 MARK NOT FOUND   USPSQD
 RD2734
 RD2734                          STATION DESCRIPTION
 RD2734
 RD2734'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 RD2734'THE STATION IS LOCATED ON THE HIGHEST PART OF BULL MOUNTAIN, ON
 RD2734'A BEAR TOP HILL ABOUT 1/2 MILE NORTHWEST OF TRIANGULATION STATION
 RD2734'BULL MOUNTAIN 1946.
 RD2734'
 RD2734'TO REACH FROM THE SOUTH END OF THE OVERPASS OVER THE SOUTHERN
 RD2734'PACIFIC RAILROAD COMPANY RAILS AT TIGARD, GO SOUTH ON U.S. HIGHWAY
 RD2734'99W FOR 1.5 MILES TO BULL MOUNTAIN ROAD, TURN RIGHT AND GO WEST
 RD2734'ON BULL MOUNTAIN ROAD FOR 1.4 MILES TO TRIANGULATION STATION
 RD2734'BULL MOUNTAIN 1946 ON THE RIGHT, (AZIMUTH MARK) CONTINUE WEST ON
 RD2734'BULL MOUNTAIN ROAD FOR 0.15 MILE TO A SIDE ROAD RIGHT, TURN
 RD2734'RIGHT AND GO NORTH ON GRAVELED ROAD FOR 0.15 AND END OF TRUCK
 RD2734'TRAVEL, FROM HERE PACK WEST ACROSS PASTURE FOR 150 YARDS TO
 RD2734'HIGHEST POINT AND STATION SITE.
 RD2734'
 RD2734'THE STATION MARK IS A STANDARD DISK, STAMPED BULL TOP 1962, SET
 RD2734'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS 12-INCHES
 RD2734'BELOW THE SURFACE.  IT IS 98 FEET EAST OF THE EAST EDGE OF A
 RD2734'CULTIVATED FIELD, 74 FEET NORTH OF THE NORTH EDGE OF A CULTIVATED
 RD2734'FIELD AND 93 FEET EAST OF THE CENTER OF A TRACK ROAD.
 RD2734'
 RD2734'REFERENCE MARK NO 1 IS A STANDARD DISK, STAMPED BULL TOP NO 1 1962,
 RD2734'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS
 RD2734'FLUSH.  IT IS 60 FEET WEST OF A PEAR TREE, 21 FEET EAST OF A PEAR
 RD2734'TREE AND 4 FEET NORTHEAST OF A PEAR TREE.
 RD2734'
 RD2734'REFERENCE MARK NO 2 IS A STANDARD DISK, STAMPED BULL TOP NO 2
 RD2734'1962, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 RD2734'IS FLUSH.  IT IS 110 FEET EAST OF THE CENTER OF THE TRACK ROAD,
 RD2734'24 FEET EAST OF THE EAST EDGE OF THE CULTIVATED FIELD AND 14 FEET
 RD2734'NORTH OF A PEAR TREE.
 RD2734'
 RD2734'STATION BULL MOUNTAIN 1946 MAY BE USED FOR AN AZIMUTH FOR THIS
 RD2734'STATION.
 RD2734
 RD2734                          STATION RECOVERY (1965)
 RD2734
 RD2734'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (PAS)
 RD2734'PREVIOUS DESCRIPTION FOUND IN SPECIAL PUBLICATION G-12905.
 RD2734'
 RD2734'THE STATION MARK WAS RECOVERED IN GOOD CONDITION, REFERENCE MARK
 RD2734'NO. 1 AND REFERENCE MARK NO. 2 WERE FOUND UNEARTHED.  THE STATION
 RD2734'MARK WAS DESTROYED AT THE REQUEST OF THE PROPERTY OWNER.
 RD2734'
 RD2734'TRIANGULATION STATION BULL TOP 2 WAS ESTABLISHED.
 RD2734
 RD2734                          STATION RECOVERY (1995)
 RD2734
 RD2734'RECOVERY NOTE BY US POWER SQUADRON 1995
 RD2734'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2733 ***********************************************************************
 RD2733  DESIGNATION -  BULL TOP 2
 RD2733  PID         -  RD2733
 RD2733  STATE/COUNTY-  OR/WASHINGTON
 RD2733  USGS QUAD   -  BEAVERTON (1984)
 RD2733
 RD2733                         *CURRENT SURVEY CONTROL
 RD2733  ___________________________________________________________________
 RD2733* NAD 83(1991)-  45 25 02.93924(N)    122 49 22.24554(W)     ADJUSTED  
 RD2733* NAVD 88     -       217.     (meters)     712.     (feet)  VERTCON   
 RD2733  ___________________________________________________________________
 RD2733  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 RD2733  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 RD2733  HORZ ORDER  -  SECOND
 RD2733
 RD2733.The horizontal coordinates were established by classical geodetic methods
 RD2733.and adjusted by the National Geodetic Survey in October 1991.
 RD2733
 RD2733.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD2733.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD2733
 RD2733.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2733
 RD2733.The geoid height was determined by GEOID03.
 RD2733
 RD2733;                    North         East     Units Scale Factor Converg.
 RD2733;SPC OR N     -   197,167.457 2,318,228.356   MT  0.99990399   -1 38 50.4
 RD2733;SPC OR N     -   646,874.86  7,605,736.08   iFT  0.99990399   -1 38 50.4
 RD2733;UTM  10      - 5,029,344.448   513,860.679   MT  0.99960236   +0 07 34.2
 RD2733
 RD2733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2733!SPC OR N     -   0.99996956  x   0.99990399  =   0.99987355
 RD2733!UTM  10      -   0.99996956  x   0.99960236  =   0.99957193
 RD2733
 RD2733|---------------------------------------------------------------------|
 RD2733| PID    Reference Object                     Distance      Geod. Az  |
 RD2733|                                                           dddmmss.s |
 RD2733| CE2356 BULL TOP 2 RM 3                      17.709 METERS 00540     |
 RD2733| RD2629 PORTLAND COUNCIL CREST RAD MST      APPROX.12.8 KM 0442208.3 |
 RD2733| RD2622 OSWEGO WATER TANK                   APPROX.12.8 KM 1033257.4 |
 RD2733| RD2734 BULL TOP                             13.580 METERS 23706     |
 RD2733| RD2772 NEWBERG RESET                       APPROX.14.1 KM 2394742.2 |
 RD2733| CE2358 BULL TOP 3 RM 5                      24.185 METERS 25556     |
 RD2733| CE2357 BULL TOP 2 RM 4                      23.000 METERS 27206     |
 RD2733| RD2735 BULL TOP 3                           18.425 METERS 29023     |
 RD2733|---------------------------------------------------------------------|
 RD2733
 RD2733                          SUPERSEDED SURVEY CONTROL
 RD2733
 RD2733  NAD 83(1986)-  45 25 02.96042(N)    122 49 22.25239(W) AD(       ) 2
 RD2733  NAD 27      -  45 25 03.53358(N)    122 49 17.89922(W) AD(       ) 2
 RD2733  NGVD 29 (07/19/86)  216.     (m)          709.     (f) VERT ANG    3  
 RD2733
 RD2733.Superseded values are not recommended for survey control.
 RD2733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2733.See file dsdata.txt to determine how the superseded data were derived.
 RD2733
 RD2733_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1386129344(NAD 83)
 RD2733_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RD2733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD2733
 RD2733  HISTORY     - Date     Condition        Report By
 RD2733  HISTORY     - 1965     MONUMENTED       CGS
 RD2733  HISTORY     - 1972     SEE DESCRIPTION  NGS
 RD2733  HISTORY     - 19950325 MARK NOT FOUND   USPSQD
 RD2733
 RD2733                          STATION DESCRIPTION
 RD2733
 RD2733'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (PAS)
 RD2733'THE STATION IS IN THE SOUTHWEST PART OF TIGARD, IN THE HIGH TOR
 RD2733'SUBDIVISION, IN SECTION 9 T2S R1W.
 RD2733'
 RD2733'TO REACH THE STATION FROM THE TIGARD POST OFFICE GO SOUTH FOR
 RD2733'0.2 MILE TO U.S. HIGHWAY 99W, TURN LEFT AND CONTINUE SOUTH ON
 RD2733'U.S. HIGHWAY 99W FOR 1.3 MILES TO BULL MOUNTAIN ROAD, TURN RIGHT
 RD2733'AND GO WEST ON BULL MOUNTAIN ROAD FOR 1.5 MILES TO SW 141ST
 RD2733'AVENUE, TURN RIGHT AND GO NORTH ON SW 141ST AVENUE FOR 0.15 MILE
 RD2733'TO THE STATION ON THE LEFT.
 RD2733'
 RD2733'THE STATION MARK, STAMPED BULL TOP 2 1965, IS A STANDARD DISK
 RD2733'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT IS
 RD2733'4-INCHES BELOW THE SURFACE OF THE GROUND NEAR THE NORTHEAST CORNER
 RD2733'OF LOT NO. 7, 206 FEET SOUTH OF THE CENTER OF HIGH TOR DRIVE,
 RD2733'160 FEET WEST OF THE CENTER OF 141ST AVENUE, 123 FEET EAST OF THE
 RD2733'NORTHWEST CORNER OF LOT NO. 7 AND 4.2 FEET SOUTHWEST OF A POST
 RD2733'MARKING AN UNDERGROUND CABLE.
 RD2733'
 RD2733'REFERENCE MARK NO. 3, STAMPED BULL TOP 2 NO 3 1965, IS A STANDARD
 RD2733'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 RD2733'IS 4-INCHES BELOW THE SURFACE OF THE GROUND, ON LINE BETWEEN LOTS
 RD2733'NO. 6 AND 16, 153 FEET WEST OF THE CENTER OF SW 141ST AVE., 148
 RD2733'FEET SOUTH OF THE CENTER OF HIGH TOR DRIVE AND 55.5 FEET NORTH
 RD2733'OF THE POST MARKING THE UNDERGROUND CABLE.
 RD2733'
 RD2733'REFERENCE MARK NO. 4, STAMPED BULL TOP 2 NO 4 1965, IS A STANDARD
 RD2733'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 RD2733'IS 3-INCHES BELOW THE SURFACE OF THE GROUND, ON LINE BETWEEN LOTS
 RD2733'NO. 6 AND 7, 203 FEET SOUTH OF THE CENTER OF HIGH TOR DRIVE, 78
 RD2733'FEET WEST OF THE POST MARKING THE UNDERGROUND CABLE AND 48 FEET
 RD2733'EAST OF THE NORTHWEST CORNER OF LOT NO. 7.
 RD2733'
 RD2733'DISTANCE BETWEEN R.M. NO. 3 AND R.M. NO. 4 IS 98.04 FEET.
 RD2733'
 RD2733'THERE WAS NO SUITABLE PLACE TO ESTABLISH AN AZIMUTH MARK FOR
 RD2733'THIS STATION.
 RD2733
 RD2733                          STATION RECOVERY (1972)
 RD2733
 RD2733'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 RD2733'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  BOTH REFERENCE
 RD2733'MARKS HAD BEEN DESTROYED.  BULL TOP 3 WAS ESTABLISHED, AND BULL
 RD2733'TOP 2 1965 WAS DESTROYED TO PERMIT LANDSCAPING.
 RD2733'
 RD2733'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RD2733'2 MILES SOUTHWEST OF TIGARD.
 RD2733
 RD2733                          STATION RECOVERY (1995)
 RD2733
 RD2733'RECOVERY NOTE BY US POWER SQUADRON 1995
 RD2733'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2735 ***********************************************************************
 RD2735  DESIGNATION -  BULL TOP 3
 RD2735  PID         -  RD2735
 RD2735  STATE/COUNTY-  OR/WASHINGTON
 RD2735  USGS QUAD   -  BEAVERTON (1984)
 RD2735
 RD2735                         *CURRENT SURVEY CONTROL
 RD2735  ___________________________________________________________________
 RD2735* NAD 83(1991)-  45 25 03.14704(N)    122 49 23.03994(W)     ADJUSTED  
 RD2735* NAVD 88     -       217.     (meters)     712.     (feet)  SCALED    
 RD2735  ___________________________________________________________________
 RD2735  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 RD2735  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 RD2735  HORZ ORDER  -  SECOND
 RD2735
 RD2735.The horizontal coordinates were established by classical geodetic methods
 RD2735.and adjusted by the National Geodetic Survey in October 1991.
 RD2735
 RD2735.The orthometric height was scaled from a topographic map.
 RD2735
 RD2735.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2735
 RD2735.The geoid height was determined by GEOID03.
 RD2735
 RD2735;                    North         East     Units Scale Factor Converg.
 RD2735;SPC OR N     -   197,174.366 2,318,211.277   MT  0.99990399   -1 38 51.0
 RD2735;SPC OR N     -   646,897.53  7,605,680.04   iFT  0.99990399   -1 38 51.0
 RD2735;UTM  10      - 5,029,350.822   513,843.399   MT  0.99960236   +0 07 33.7
 RD2735
 RD2735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2735!SPC OR N     -   0.99996956  x   0.99990399  =   0.99987355
 RD2735!UTM  10      -   0.99996956  x   0.99960236  =   0.99957193
 RD2735
 RD2735|---------------------------------------------------------------------|
 RD2735| PID    Reference Object                     Distance      Geod. Az  |
 RD2735|                                                           dddmmss.s |
 RD2735| RD2733 BULL TOP 2                           18.425 METERS 11023     |
 RD2735| CE2358 BULL TOP 3 RM 5                      13.765 METERS 20644     |
 RD2735| RD2772 NEWBERG RESET                       APPROX.14.1 KM 2394412.9 |
 RD2735| CE2359 BULL TOP 3 RM 6                      20.917 METERS 31520     |
 RD2735|---------------------------------------------------------------------|
 RD2735
 RD2735                          SUPERSEDED SURVEY CONTROL
 RD2735
 RD2735  NAD 83(1986)-  45 25 03.16822(N)    122 49 23.04681(W) AD(       ) 2
 RD2735  NAD 27      -  45 25 03.74139(N)    122 49 18.69360(W) AD(       ) 2
 RD2735
 RD2735.Superseded values are not recommended for survey control.
 RD2735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2735.See file dsdata.txt to determine how the superseded data were derived.
 RD2735
 RD2735_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1384329351(NAD 83)
 RD2735_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RD2735_SETTING: 0 = UNSPECIFIED SETTING
 RD2735_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD2735_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD2735
 RD2735  HISTORY     - Date     Condition        Report By
 RD2735  HISTORY     - 1972     MONUMENTED       NGS
 RD2735  HISTORY     - 1983     GOOD             ORHD
 RD2735  HISTORY     - 19950325 GOOD             USPSQD
 RD2735
 RD2735                          STATION DESCRIPTION
 RD2735
 RD2735'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 RD2735'THE STATION IS IN THE SOUTHWEST PART OF TIGARD, IN THE HIGH TOR
 RD2735'SUB-DIVISION, ON CITY OWNED PROPERTY, IN SECTION 9, T2S, R1W.
 RD2735'
 RD2735'TO REACH THE STATION FROM THE TIGARD POST OFFICE, GO SOUTHWEST ON
 RD2735'MAIN STREET FOR 0.2 MILE TO U.S. HIGHWAY 99W, TURN LEFT, AND GO
 RD2735'SOUTHWEST ON U.S. HIGHWAY 99W FOR 1.3 MILES TO BULL MOUNTAIN ROAD
 RD2735'ON THE RIGHT, TURN RIGHT, AND GO WEST ON BULL MOUNTAIN ROAD FOR
 RD2735'1.5 MILES TO S.W. 141ST AVENUE, TURN RIGHT, AND GO NORTH ON
 RD2735'S.W. 141ST AVENUE FOR 0.15 MILE TO S.W. HIGH TOR DRIVE, AT A
 RD2735'T INTERSECTION, TURN LEFT, AND GO WEST ON S.W. HIGH TOR DRIVE
 RD2735'FOR 0.05 MILE TO THE STATION ON THE LEFT.
 RD2735'
 RD2735'THE STATION MARK, STAMPED BULL TOP 3 1972, IS A STANDARD DISK
 RD2735'CEMENTED IN A DRILL HOLE IN THE CONCRETE ROOF OF THE RESERVOIR
 RD2735'FOR THE TIGARD WATER DISTRICT.  IT IS 200 FEET SOUTH OF THE CENTER
 RD2735'OF S.W. HIGH TOR DRIVE, AND IN THE CENTER OF THE TOP OF THE
 RD2735'RESERVOIR.
 RD2735'
 RD2735'REFERENCE MARK NO. 5, STAMPED BULL TOP 3 NO 5 1972, IS A STANDARD
 RD2735'DISK CEMENTED IN A DRILL HOLE IN THE CONCRETE ROOF OF THE RESERVOIR,
 RD2735'0.8 FOOT NORTHEAST OF THE SOUTHWEST EDGE OF THE ROOF.
 RD2735'
 RD2735'REFERENCE MARK NO. 6, STAMPED BULL TOP 3 NO 6 1972, IS A
 RD2735'STANDARD DISK CEMENTED IN A DRILL HOLE IN THE CONCRETE PROTECTIVE
 RD2735'AREA FOR A MANHOLE, 40 FEET NORTHEAST OF THE PROPERTY CORNER,
 RD2735'AND 22.5 FEET NORTHWEST OF THE EDGE OF THE ROOF OF THE RESERVOIR.
 RD2735'
 RD2735'THE DISTANCE BETWEEN R.M. NO. 5, AND R.M. NO. 6 IS 93.42 FEET
 RD2735'OR 28.474 METERS.
 RD2735'
 RD2735'THERE WAS NO SUITABLE PLACE TO ESTABLISH AN AZIMUTH MARK FOR
 RD2735'THIS STATION.
 RD2735
 RD2735                          STATION RECOVERY (1983)
 RD2735
 RD2735'RECOVERY NOTE BY OREGON HIGHWAY DEPARTMENT 1983 (JDL)
 RD2735'THE STATION WAS RECOVERED AT THIS DATE.
 RD2735'THE REFERENCE MARKS 5 AND 6 WERE ALSO RECOVERED AS DESCRIBED BY LFS
 RD2735'IN 1972.
 RD2735
 RD2735                          STATION RECOVERY (1995)
 RD2735
 RD2735'RECOVERY NOTE BY US POWER SQUADRON 1995
 RD2735'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1481 ***********************************************************************
 OA1481  DESIGNATION -  BULLARD
 OA1481  PID         -  OA1481
 OA1481  STATE/COUNTY-  OR/COOS
 OA1481  USGS QUAD   -  BULLARDS (1970)
 OA1481
 OA1481                         *CURRENT SURVEY CONTROL
 OA1481  ___________________________________________________________________
 OA1481* NAD 83(1991)-  43 08 40.68806(N)    124 23 51.71397(W)     ADJUSTED  
 OA1481* NAVD 88     -         2.08   (+/-2cm)       6.8    (feet)  VERTCON   
 OA1481  ___________________________________________________________________
 OA1481  LAPLACE CORR-          13.32  (seconds)                    DEFLEC99
 OA1481  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 OA1481  HORZ ORDER  -  THIRD
 OA1481  VERT ORDER  -  THIRD ? (See Below)
 OA1481
 OA1481.The horizontal coordinates were established by classical geodetic methods
 OA1481.and adjusted by the National Geodetic Survey in October 1991.
 OA1481
 OA1481.The NAVD 88 height was computed by applying the VERTCON shift value to
 OA1481.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OA1481.The vertical order pertains to the NGVD 29 superseded value.
 OA1481
 OA1481.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1481
 OA1481.The geoid height was determined by GEOID03.
 OA1481
 OA1481;                    North         East     Units Scale Factor Converg.
 OA1481;SPC OR S     -   171,552.529 1,183,072.226   MT  0.99989469   -2 39 59.8
 OA1481;SPC OR S     -   562,836.38  3,881,470.56   iFT  0.99989469   -2 39 59.8
 OA1481;UTM  10      - 4,777,824.644   386,342.744   MT  0.99975891   -0 57 21.3
 OA1481
 OA1481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1481!SPC OR S     -   1.00000386  x   0.99989469  =   0.99989855
 OA1481!UTM  10      -   1.00000386  x   0.99975891  =   0.99976277
 OA1481
 OA1481|---------------------------------------------------------------------|
 OA1481| PID    Reference Object                     Distance      Geod. Az  |
 OA1481|                                                           dddmmss.s |
 OA1481| CD9648 BULLARD RM 1                         16.794 METERS 04040     |
 OA1481| OA1434 COQVILLE RIVER SNAG                 APPROX. 2.3 KM 0505953.9 |
 OA1481| CD9649 BULLARD RM 2                         20.428 METERS 11405     |
 OA1481| OA1469 BANDON MOORE MILL TANK              APPROX. 2.4 KM 1991324.3 |
 OA1481| OA1449 COQUILLE RIVER LH                   APPROX. 3.2 KM 2230926.9 |
 OA1481|---------------------------------------------------------------------|
 OA1481
 OA1481                          SUPERSEDED SURVEY CONTROL
 OA1481
 OA1481  NAD 83(1986)-  43 08 40.67564(N)    124 23 51.76044(W) AD(       ) 3
 OA1481  NAD 27      -  43 08 41.29000(N)    124 23 47.32900(W) AD(       ) 3
 OA1481  NGVD 29 (07/19/86)    0.91   (m)            3.0    (f) LEVELING    3  
 OA1481
 OA1481.Superseded values are not recommended for survey control.
 OA1481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1481.See file dsdata.txt to determine how the superseded data were derived.
 OA1481
 OA1481_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN8634377825(NAD 83)
 OA1481_MARKER: Z = SEE DESCRIPTION
 OA1481_SETTING: 0 = UNSPECIFIED SETTING
 OA1481
 OA1481  HISTORY     - Date     Condition        Report By
 OA1481  HISTORY     - 1948     MONUMENTED       CGS
 OA1481  HISTORY     - 1967     SEE DESCRIPTION  CGS
 OA1481  HISTORY     - 1972     SEE DESCRIPTION  NGS
 OA1481
 OA1481                          STATION DESCRIPTION
 OA1481
 OA1481'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RAE)
 OA1481'STATION IS LOCATED ON THE E SIDE OF THE COQUILLE RIVER, ABOUT
 OA1481'1.25 MILES N OF THE MOORE MILL AND LUMBER CO. PLANT IN BANDON,
 OA1481'ACROSS THE RIVER FROM AND ABOUT 0.25 MILE S OF THE BULLARD POST
 OA1481'OFFICE, AND ABOUT 1,000 FEET SW OF THE S RAMP OF THE BULLARD
 OA1481'FERRY.  IT LIES NEAR THE CENTER OF AN ABANDONED SHELL AND GRAVEL
 OA1481'ROAD LEADING FROM THE BULLARD-BANDON ROAD W ACROSS THE MARSH, AT
 OA1481'THE POINT WHERE A BRIDGE ACROSS A SMALL DRAIN HAS BEEN
 OA1481'DESTROYED.  IT IS 3 METERS E OF THE E ABUTMENT OF THE OLD
 OA1481'BRIDGE, 1 METER S OF THE N SIDE OF THE ROAD, 2 METERS N OF THE S
 OA1481'SIDE OF THE ROAD, AND ABOUT 200 METERS W OF THE INTERSECTION OF
 OA1481'THE BULLARD-BANDON ROAD AND THE SHELL ROAD.
 OA1481'
 OA1481'STATION MARK IS A BRONZE STATION DISK, STAMPED BULLARD 1948, SET
 OA1481'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 OA1481'4 INCHES ABOVE THE SURFACE OF THE ROAD.
 OA1481'
 OA1481'REFERENCE MARK 1 IS N OF THE STATION, ABOUT 16 METERS N OF THE
 OA1481'CENTER OF THE SHELL ROAD, 1 METER E OF THE E SIDE OF THE
 OA1481'PROMINENT DRAIN WHICH WAS BRIDGED, AND 1.5 METERS S OF THE
 OA1481'CENTER OF A SMALL SWAMP DRAIN.  IT IS A BRONZE REFERENCE DISK,
 OA1481'STAMPED BULLARD NO 1 1948, SET IN THE TOP OF A 10-INCH SQUARE
 OA1481'CONCRETE MONUMENT WHICH PROJECTS 4 INCHES ABOVE THE SURFACE OF
 OA1481'THE MARSH.
 OA1481'
 OA1481'REFERENCE MARK 2 IS E OF THE STATION, ON THE N SIDE OF THE SHELL
 OA1481'ROAD, 1.5 METERS N OF THE CENTER OF THE ROAD, AND 23 METERS E OF
 OA1481'THE E ABUTMENT OF THE OLD BRIDGE.  IT IS A BRONZE REFERENCE DISK,
 OA1481'STAMPED BULLARD NO 2 1948, SET IN THE TOP OF A 10-INCH SQUARE
 OA1481'CONCRETE MONUMENT WHICH PROJECTS 4 INCHES ABOVE THE SURFACE OF
 OA1481'THE ROAD.
 OA1481'
 OA1481'TO REACH THE STATION FROM THE POST OFFICE IN BANDON, GO E ALONG
 OA1481'THE WATERFRONT FOR 0.2 MILE TO THE BULLARD-BANDON ROAD, TURN LEFT
 OA1481'AND GO N ALONG THE HARD-SURFACED ROAD FOR 1.8 MILES TO A SHELL
 OA1481'ROAD LEADING W ACROSS THE MARSH, AND A GRAVEL PIT TO THE E.  PARK
 OA1481'TRUCK AND PACK W ALONG THE GRAVEL ROAD FOR ABOUT 200 METERS TO
 OA1481'THE STATION IN THE CENTER OF THE ROAD.
 OA1481
 OA1481                          STATION RECOVERY (1967)
 OA1481
 OA1481'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 OA1481'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 OA1481'WERE RECOVERED IN GOOD CONDITION.  ROADS AND LANDMARKS HAVE
 OA1481'CHANGED.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 OA1481'
 OA1481'THE STATION IS 2 MILES NORTH-NORTHEAST OF BANDON AND 1,000 FEET
 OA1481'SOUTHWEST OF THE SOUTH END OF THE BRIDGE OVER THE COQUILLE RIVER
 OA1481'IN THE CENTER OF AN OLD ABANDONED ROAD IN MARSH LAND.
 OA1481'
 OA1481'TO REACH THE STATION FROM THE BANDON CITY HALL GO EAST AND NORTH
 OA1481'ON U.S. HIGHWAY 101 FOR 2.3 MILES TO THE END OF TRUCK TRAVEL, AT
 OA1481'A SIDE ROAD RIGHT TO A LUMBER MILL AND AT A HIGHWAY SIGN WHICH
 OA1481'READS, BE PREPARED TO STOP WHEN LIGHT FLASHES.  PACK
 OA1481'WEST-NORTHWEST ON OLD ABANDONED ROAD FOR 600 FEET TO THE STATION.
 OA1481'
 OA1481'THE STATION MARK, STAMPED BULLARD 1948, IS A STANDARD DISK SET
 OA1481'IN A 10-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH IN THE CENTER
 OA1481'OF THE OLD ROAD, 10 FEET SOUTHEAST OF A MAIN DRAIN AND 1 FOOT
 OA1481'NORTH OF A METAL WITNESS POST.  (NOTE 1A)
 OA1481'
 OA1481'REFERENCE MARK NO. 1, STAMPED BULLARD R M 1 1948, IS A STANDARD
 OA1481'DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH,
 OA1481'56 FEET NORTH OF THE WITNESS POST, 5 FEET SOUTH OF A SMALL DRAIN
 OA1481'AND 1 FOOT EAST OF THE BANK OF THE MAIN DRAIN.  (NOTE 11A)
 OA1481'
 OA1481'REFERENCE MARK NO. 2, STAMPED BULLARD R M 2 1948, IS A STANDARD
 OA1481'DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH,
 OA1481'67.5 FEET EAST OF THE WITNESS POST AND 5 FEET NORTH OF THE CENTER
 OA1481'OF THE OLD ROAD.  (NOTE 11A)
 OA1481'
 OA1481'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OA1481'2 MILES NORTH-NORTHEAST OF BANDON.
 OA1481
 OA1481                          STATION RECOVERY (1972)
 OA1481
 OA1481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 OA1481'THE STATION MARK, AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 OA1481'CONDITION.  A DIFFERENCE IN THE HORIZONTAL ANGLE TO REFERENCE
 OA1481'MARK NO. 1 WAS FOUND.  LANDMARKS HAVE CHANGED.  A NEW AND
 OA1481'COMPLETE DESCRIPTION FOLLOWS.
 OA1481'
 OA1481'THE STATION IS 2 MILES NORTHEAST OF BANDON, AND 1,000 FEET
 OA1481'SOUTHWEST OF THE SOUTH END OF THE HIGHWAY BRIDGE OVER THE
 OA1481'COQUILLE RIVER, ON GOVERNMENT OWNED MARSH LAND.  AT HIGH TIDE
 OA1481'THE MONUMENTS ARE COVERED WITH WATER.
 OA1481'
 OA1481'TO REACH THE STATION FROM THE BANDON CITY HALL GO NORTH ON
 OA1481'U.S. HIGHWAY 101 FOR 2.8 MILES TO THE END OF TRUCK TRAVEL, AT A
 OA1481'SIDE ROAD RIGHT TO A LUMBER MILL, THIS IS 0.1 MILE BEFORE
 OA1481'REACHING THE BRIDGE OVER THE COQUILLE RIVER.  HIKE WEST-NORTHWEST
 OA1481'ACROSS THE MARSH ON AN OLD ROADBED THAT IS VERY DIM FOR 600 FEET
 OA1481'TO THE STATION.
 OA1481'
 OA1481'THE STATION MARK, STAMPED BULLARD 1948, IS A STANDARD DISK SET
 OA1481'IN A 10-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH, 250 FEET
 OA1481'SOUTH OF THE BANK OF THE RIVER, 10 FEET EAST OF THE BANK OF A
 OA1481'MAIN DITCH, 1 FOOT NORTH OF A METAL WITNESS POST, AND IN THE
 OA1481'CENTER OF THE OLD ROADBED.  (NOTE 1A)
 OA1481'
 OA1481'REFERENCE MARK NO. 1, STAMPED BULLARD R M 1 1948, IS A STANDARD
 OA1481'DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH, 56
 OA1481'FEET NORTH OF THE WITNESS POST, 5 FEET SOUTH OF A SMALL DITCH,
 OA1481'AND 1 FOOT EAST OF THE BANK OF THE MAIN DITCH.  (NOTE 11A)
 OA1481'
 OA1481'REFERENCE MARK NO. 2, STAMPED BULLARD R M 2 1948, IS A STANDARD
 OA1481'DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH, 67
 OA1481'FEET EAST-SOUTHEAST OF THE WITNESS POST, 6 FEET NORTH OF THE
 OA1481'CENTER OF THE OLD ROADBED, AND 2 FEET SOUTH OF THE REMAINS OF AN
 OA1481'OLD FENCE LINE.  (NOTE 11A)
 OA1481'
 OA1481'THE COQUILLE RIVER LIGHTHOUSE WILL SERVE AS AN AZIMUTH MARK.
 OA1481'
 OA1481'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OA1481'2 MILES NORTHEAST OF BANDON.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2219 ***********************************************************************
 RC2219  DESIGNATION -  BULLDOZER
 RC2219  PID         -  RC2219
 RC2219  STATE/COUNTY-  OR/WASCO
 RC2219  USGS QUAD   -  MAUPIN SW (1962)
 RC2219
 RC2219                         *CURRENT SURVEY CONTROL
 RC2219  ___________________________________________________________________
 RC2219* NAD 83(1991)-  45 00 20.38759(N)    121 08 16.09077(W)     ADJUSTED  
 RC2219* NAVD 88     -      1119.2    (meters)    3672.     (feet)  VERTCON   
 RC2219  ___________________________________________________________________
 RC2219  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 RC2219  GEOID HEIGHT-         -21.27  (meters)                     GEOID03
 RC2219  HORZ ORDER  -  SECOND
 RC2219
 RC2219.The horizontal coordinates were established by classical geodetic methods
 RC2219.and adjusted by the National Geodetic Survey in October 1991.
 RC2219
 RC2219.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC2219.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC2219
 RC2219.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2219
 RC2219.The geoid height was determined by GEOID03.
 RC2219
 RC2219;                    North         East     Units Scale Factor Converg.
 RC2219;SPC OR N     -   148,989.383 2,449,721.827   MT  0.99989861   -0 27 08.4
 RC2219;SPC OR N     -   488,810.31  8,037,145.10   iFT  0.99989861   -0 27 08.4
 RC2219;UTM  10      - 4,985,266.342   646,755.184   MT  0.99986483   +1 19 01.7
 RC2219
 RC2219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2219!SPC OR N     -   0.99982789  x   0.99989861  =   0.99972652
 RC2219!UTM  10      -   0.99982789  x   0.99986483  =   0.99969274
 RC2219
 RC2219|---------------------------------------------------------------------|
 RC2219| PID    Reference Object                     Distance      Geod. Az  |
 RC2219|                                                           dddmmss.s |
 RC2219| CF4170 BULLDOZER RM 1                        8.324 METERS 13450     |
 RC2219| CF4169 BULLDOZER AZ MK                                    1805725.2 |
 RC2219| CF4171 BULLDOZER RM 2                        8.562 METERS 22609     |
 RC2219|---------------------------------------------------------------------|
 RC2219
 RC2219                          SUPERSEDED SURVEY CONTROL
 RC2219
 RC2219  NAD 83(1986)-  45 00 20.39994(N)    121 08 16.09038(W) AD(       ) 2
 RC2219  NAD 27      -  45 00 20.97300(N)    121 08 11.88300(W) AD(       ) 2
 RC2219  NGVD 29 (07/19/86) 1118.1    (m)         3668.     (f) VERT ANG    3  
 RC2219
 RC2219.Superseded values are not recommended for survey control.
 RC2219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2219.See file dsdata.txt to determine how the superseded data were derived.
 RC2219
 RC2219_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ4675585266(NAD 83)
 RC2219_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RC2219_SETTING: 80 = SET IN A BOULDER
 RC2219_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 RC2219
 RC2219  HISTORY     - Date     Condition        Report By
 RC2219  HISTORY     - 1946     MONUMENTED       CGS
 RC2219
 RC2219                          STATION DESCRIPTION
 RC2219
 RC2219'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 RC2219'ABOUT 11 MILES, AIRLINE, SOUTH-SOUTHWEST OF MAUPIN AND 3 MILES,
 RC2219'AIRLINE, SOUTHWEST OF THE DESCHUTES RIVER, ON THE NORTH END OF
 RC2219'MUTTON MOUNTAIN AT THE NORTH BOUNDARY OF THE WARM SPRINGS INDIAN
 RC2219'RESERVATION.  IT IS THE HIGHEST POINT IN THE IMMEDIATE VICINITY,
 RC2219'WITH CLIFFS TO THE NORTH AND EAST SIDES AND GENTLE SLOPING TO
 RC2219'THE SOUTH AND WEST SIDES WITH TIMBER ALONG THE WEST SIDE OF THE
 RC2219'HILL.  IT IS 72 FEET NORTH OF A 2 FOOT PINE TREE AND 22 FEET
 RC2219'SOUTH OF THE NORTH EDGE OF THE CLIFF.  IT IS STAMPED BULLDOZER
 RC2219'1946 AND PROJECTS 8 INCHES.
 RC2219'
 RC2219'REFERENCE MARK NO. 1 IS 63 FEET NORTHEAST OF A 2 FOOT PINE TREE
 RC2219'AND THE SAME ELEVATION AS THE STATION.  IT IS STAMPED BULLDOZER
 RC2219'NO 1 1946 AND PROJECTS 8 INCHES.
 RC2219'
 RC2219'REFERENCE MARK NO. 2 IS THE SAME ELEVATION AS THE STATION.  IT
 RC2219'IS STAMPED BULLDOZER NO 2 1946 AND PROJECTS 8 INCHES.
 RC2219'
 RC2219'THE AZIMUTH MARK IS 1.2 MILES NORTH OF A ROUND POLE CORRAL AND
 RC2219'17 FEET WEST OF THE CENTER LINE OF TRACK ROAD LEADING TO THE
 RC2219'STATION.  IT IS STAMPED BULLDOZER 1946 AND PROJECTS 4 INCHES.
 RC2219'
 RC2219'TO REACH THE STATION FROM THE POST OFFICE IN MAUPIN GO WEST
 RC2219'ON STATE HIGHWAY 50 FOR 2.6 MILES TO THE JUNCTION WITH STATE
 RC2219'HIGHWAY 23, TAKE LEFT FORK, STATE HIGHWAY 50, AND GO 7.1 MILE TO
 RC2219'A SIDE ROAD LEFT AND FILLING STATION ON THE RIGHT.  TURN LEFT
 RC2219'AND TAKE GRAVEL ROAD FOR 13.1 MILES TO SIMNASHO.  TAKE LEFT FORK
 RC2219'AND GO 3.3 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO 2.35
 RC2219'MILES TO A FORK, TAKE LEFT FORK AND GO 0.6 MILE TO A FORK.
 RC2219'TAKE RIGHT FORK AND GO 0.2 MILE TO A CROSS ROAD, KEEP STRAIGHT
 RC2219'AHEAD AND GO 8.3 MILES TO A CORRAL.  TURN LEFT JUST BEFORE
 RC2219'REACHING THE CORRAL AND FOLLOW OLD TRACK ROAD UP GRADE FOR
 RC2219'1.2 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE ON OLD
 RC2219'TRACK ROAD FOR 0.3 MILE, TURN RIGHT AND CONTINUE UP HILL TO
 RC2219'THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB1238 ***********************************************************************
 QB1238  DESIGNATION -  BULLY
 QB1238  PID         -  QB1238
 QB1238  STATE/COUNTY-  OR/MALHEUR
 QB1238  USGS QUAD   -  HOPE BUTTE (1988)
 QB1238
 QB1238                         *CURRENT SURVEY CONTROL
 QB1238  ___________________________________________________________________
 QB1238* NAD 83(1991)-  44 00 30.08745(N)    117 26 50.14751(W)     ADJUSTED  
 QB1238* NAVD 88     -      1023.4    (meters)    3358.     (feet)  VERTCON   
 QB1238  ___________________________________________________________________
 QB1238  LAPLACE CORR-          -2.66  (seconds)                    DEFLEC99
 QB1238  GEOID HEIGHT-         -17.96  (meters)                     GEOID03
 QB1238  HORZ ORDER  -  SECOND
 QB1238
 QB1238.The horizontal coordinates were established by classical geodetic methods
 QB1238.and adjusted by the National Geodetic Survey in October 1991.
 QB1238
 QB1238.The NAVD 88 height was computed by applying the VERTCON shift value to
 QB1238.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QB1238
 QB1238.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB1238
 QB1238.The geoid height was determined by GEOID03.
 QB1238
 QB1238;                    North         East     Units Scale Factor Converg.
 QB1238;SPC OR S     -   264,593.765 1,744,760.336   MT  1.00000213   +2 05 18.7
 QB1238;SPC OR S     -   868,089.78  5,724,279.32   iFT  1.00000213   +2 05 18.7
 QB1238;UTM  11      - 4,872,898.332   464,146.092   MT  0.99961581   -0 18 38.7
 QB1238
 QB1238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QB1238!SPC OR S     -   0.99984237  x   1.00000213  =   0.99984450
 QB1238!UTM  11      -   0.99984237  x   0.99961581  =   0.99945824
 QB1238
 QB1238:                Primary Azimuth Mark                     Grid Az
 QB1238:SPC OR S     -  SAM                                      071 21 23.0
 QB1238:UTM  11      -  SAM                                      073 45 20.4
 QB1238
 QB1238|---------------------------------------------------------------------|
 QB1238| PID    Reference Object                     Distance      Geod. Az  |
 QB1238|                                                           dddmmss.s |
 QB1238| QB1237 SAM                                 APPROX.20.9 KM 0732641.7 |
 QB1238| CD7000 BULLY RM 1                           19.343 METERS 19943     |
 QB1238| CD7001 BULLY RM 2                           16.365 METERS 29642     |
 QB1238|---------------------------------------------------------------------|
 QB1238
 QB1238                          SUPERSEDED SURVEY CONTROL
 QB1238
 QB1238  NAD 83(1986)-  44 00 30.08473(N)    117 26 50.14423(W) AD(       ) 2
 QB1238  NAD 27      -  44 00 30.50875(N)    117 26 46.46890(W) AD(       ) 2
 QB1238  NGVD 29 (07/19/86) 1022.3    (m)         3354.     (f) VERT ANG    3  
 QB1238
 QB1238.Superseded values are not recommended for survey control.
 QB1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB1238.See file dsdata.txt to determine how the superseded data were derived.
 QB1238
 QB1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ6414672898(NAD 83)
 QB1238_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QB1238_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QB1238_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB1238
 QB1238  HISTORY     - Date     Condition        Report By
 QB1238  HISTORY     - 1947     MONUMENTED       USGS
 QB1238  HISTORY     - 1961     GOOD             USGS
 QB1238  HISTORY     - 1965     GOOD             USGS
 QB1238  HISTORY     - 1967     GOOD             USGS
 QB1238  HISTORY     - 1973     GOOD             USGS
 QB1238
 QB1238                          STATION DESCRIPTION
 QB1238
 QB1238'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 QB1238'LOCATED 13.3 MI WNW. OF VALE, 1.1 MI SE. OF JCT. OF BULLY CREEK
 QB1238'AND COTTONWOOD CREEK.  ON HIGH POINT OF FLAT-TOPPED HILL 2.8 MI SW.
 QB1238'OF RED ROCK QUARRY.
 QB1238'
 QB1238'STATION MARK--STANDARD TABLET STAMPED---BULLY 1947---, SET IN
 QB1238'CONCRETE POST 0.5 FT ABOVE GROUND.
 QB1238'
 QB1238'RM 1--STANDARD RM TABLET STAMPED---BULLY NO 1 1947---, SET IN
 QB1238'CONCRETE POST.
 QB1238'
 QB1238'RM 2--STANDARD RM TABLET STAMPED---BULLY NO 2 1947---, CEMENTED IN
 QB1238'OUTCROP.
 QB1238
 QB1238                          STATION RECOVERY (1961)
 QB1238
 QB1238'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 QB1238'STATION FOUND.
 QB1238
 QB1238                          STATION RECOVERY (1965)
 QB1238
 QB1238'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 QB1238'STATION FOUND.  ALL MARKS IN GOOD CONDITION.
 QB1238
 QB1238                          STATION RECOVERY (1967)
 QB1238
 QB1238'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 QB1238'STATION FOUND.  NEW TO REACH SUBMITTED AS
 QB1238'FOLLOWS--TO REACH FROM VALE AT JCT. OF U.S. HWY. 20 AND A STREET
 QB1238'ON WEST EDGE OF TOWN, DRIVE W. 6.8 MI ON A STREET TO SHARP LEFT
 QB1238'CURVE IN STREET AND GRAVEL RD. THAT CONTINUES STRAIGHT AHEAD,
 QB1238'CONTINUE W. ON GRAVEL RD. 0.9 MI TO SHARP LEFT CURVE AT CANAL,
 QB1238'CONTINUE ON GRAVEL RD. 0.2 MI TO SMALL BRIDGE OVER CANAL, CROSS
 QB1238'BRIDGE AND FOLLOW TRACK RD. 1.5 MI TO GATE IN FENCE LINE, PASS
 QB1238'THROUGH GATE ABOUT 200 FT TO Y-FORK.  TAKE LEFT FORK W. 0.4 MI TO
 QB1238'POINT JUST BELOW CREST OF RIDGE AND DIM TRAIL N.  TURN RIGHT AND
 QB1238'FOLLOW TRAIL N. AND W. ALONG EAST SIDE OF RIDGE TO SALT LICK IN
 QB1238'SMALL SADDLE, PASS ACROSS SADDLE AND FOLLOW RIDGE NW. AND THEN N.
 QB1238'1.1 MI TO HIGHEST GROUND AND STATION.
 QB1238
 QB1238                          STATION RECOVERY (1973)
 QB1238
 QB1238'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 QB1238'NOT OCCUPIED.
 QB1238'
 QB1238'TO REACH FROM VALE AT JCT. OF U.S. HWY. 20 AND A STREET ON WEST
 QB1238'EDGE OF TOWN, DRIVE 6.8 MI W. ON A STREET TO SHARP LEFT CURVE IN
 QB1238'STREET AND GRAVEL RD. THAT CONTINUES STRAIGHT.  CONTINUE ON GRAVEL
 QB1238'RD. 0.9 MI W. TO SHARP LEFT CURVE AT CANAL, CONTINUE ON GRAVEL
 QB1238'RD. 0.2 MI TO SMALL BRIDGE OVER CANAL, CROSS BRIDGE AND FOLLOW
 QB1238'TRACK 1.5 MI TO GATE IN FENCE LINE, PASS THROUGH GATE AND
 QB1238'CONTINUE ABOUT 200 FT. TO Y-FORK, TAKE LEFT FORK 0.4 MI W. TO
 QB1238'POINT JUST BELOW CREST OF RIDGE AND DIM TRAIL TO N.  TURN RIGHT
 QB1238'AND FOLLOW TRAIL TO N. AND W. ALONG EAST SIDE OF RIDGE TO SALT
 QB1238'LICK IN SMALL SADDLE, PASS ACROSS SADDLE AND FOLLOW RIDGE TO NW.
 QB1238'AND THEN TO N. 1.1 MI TO HIGHEST GROUND AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0492 ***********************************************************************
 QC0492  DESIGNATION -  BUN
 QC0492  PID         -  QC0492
 QC0492  STATE/COUNTY-  OR/WHEELER
 QC0492  USGS QUAD   -  KIMBERLY (1995)
 QC0492
 QC0492                         *CURRENT SURVEY CONTROL
 QC0492  ___________________________________________________________________
 QC0492* NAD 83(1991)-  44 47 50.69502(N)    119 41 57.05774(W)     ADJUSTED  
 QC0492* NAVD 88     -       555.621  (meters)    1822.90   (feet)  ADJUSTED  
 QC0492  ___________________________________________________________________
 QC0492  LAPLACE CORR-           4.44  (seconds)                    DEFLEC99
 QC0492  GEOID HEIGHT-         -19.66  (meters)                     GEOID03
 QC0492  DYNAMIC HT  -         555.472 (meters)    1822.41  (feet)  COMP
 QC0492  MODELED GRAV-     980,334.6   (mgal)                       NAVD 88
 QC0492
 QC0492  HORZ ORDER  -  THIRD
 QC0492  VERT ORDER  -  FIRST     CLASS II
 QC0492
 QC0492.The horizontal coordinates were established by classical geodetic methods
 QC0492.and adjusted by the National Geodetic Survey in October 1991.
 QC0492
 QC0492.The orthometric height was determined by differential leveling
 QC0492.and adjusted in June 1991.
 QC0492
 QC0492.The Laplace correction was computed from DEFLEC99 derived deflections.
 QC0492
 QC0492.The geoid height was determined by GEOID03.
 QC0492
 QC0492.The dynamic height is computed by dividing the NAVD 88
 QC0492.geopotential number by the normal gravity value computed on the
 QC0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0492.degrees latitude (g = 980.6199 gals.).
 QC0492
 QC0492.The modeled gravity was interpolated from observed gravity values.
 QC0492
 QC0492;                    North         East     Units Scale Factor Converg.
 QC0492;SPC OR N     -   125,964.546 2,563,357.623   MT  0.99991546   +0 34 04.5
 QC0492;SPC OR N     -   413,269.51  8,409,965.95   iFT  0.99991546   +0 34 04.5
 QC0492;UTM  11      - 4,963,990.707   286,514.126   MT  1.00016048   -1 54 09.2
 QC0492
 QC0492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QC0492!SPC OR N     -   0.99991597  x   0.99991546  =   0.99983144
 QC0492!UTM  11      -   0.99991597  x   1.00016048  =   1.00007644
 QC0492
 QC0492|---------------------------------------------------------------------|
 QC0492| PID    Reference Object                     Distance      Geod. Az  |
 QC0492|                                                           dddmmss.s |
 QC0492| QC0493 BUN RM 1                             24.151 METERS 16639     |
 QC0492| QC0494 BUN RM 2                             25.586 METERS 28945     |
 QC0492| CD7002 BUN AZ MK                                          3034043.8 |
 QC0492|---------------------------------------------------------------------|
 QC0492
 QC0492                          SUPERSEDED SURVEY CONTROL
 QC0492
 QC0492  NAD 83(1986)-  44 47 50.70215(N)    119 41 57.05424(W) AD(       ) 3
 QC0492  NAD 27      -  44 47 51.19300(N)    119 41 53.06000(W) AD(       ) 3
 QC0492  NGVD 29 (??/??/92)  554.492  (m)         1819.20   (f) ADJ UNCH    1 2
 QC0492
 QC0492.Superseded values are not recommended for survey control.
 QC0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0492.See file dsdata.txt to determine how the superseded data were derived.
 QC0492
 QC0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKK8651463991(NAD 83)
 QC0492_MARKER: DS = TRIANGULATION STATION DISK
 QC0492_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QC0492_SP_SET: FENCE LINE
 QC0492_STAMPING: BUN 1945
 QC0492_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QC0492
 QC0492  HISTORY     - Date     Condition        Report By
 QC0492  HISTORY     - 1946     MONUMENTED       CGS
 QC0492  HISTORY     - 1963     SEE DESCRIPTION  CGS
 QC0492  HISTORY     - 1963     SEE DESCRIPTION  CGS
 QC0492  HISTORY     - 1963     GOOD             NGS
 QC0492
 QC0492                          STATION DESCRIPTION
 QC0492
 QC0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 QC0492'THE STATION IS LOCATED ABOUT 4 MILES NORTHWEST OF KIMBERLY,
 QC0492'ABOUT 5 MILES SOUTHEAST OF SPRAY, 32 FEET NORTH OF THE CENTERLINE
 QC0492'OF STATE HIGHWAY 19, 3.7 FEET NORTH OF AN EAST-WEST FENCE LINE, 3
 QC0492'FEET WEST OF A 4 IN BY 4 IN WHITE WITNESS POST, AND 56.55 FEET
 QC0492'WEST-SOUTHWEST OF A TRIANGLE BLAZED JUNIPER TREE.  IT IS STAMPED
 QC0492'BUN 1945 AND IS SET 4 INCHES BELOW THE SURFACE OF THE
 QC0492'GROUND.  (THIS STATION WAS BUILT IN 1945 BUT WAS NOT OCCUPIED
 QC0492'UNTIL 1946).
 QC0492'
 QC0492'REFERENCE MARK NO. 1 IS SOUTH-SOUTHEAST OF THE STATION, 2.5 FEET
 QC0492'SOUTH OF AN EAST-WEST FENCE LINE, AND 36 FEET SOUTH OF THE
 QC0492'CENTERLINE OF THE HIGHWAY.  IT IS STAMPED BUN 1945 AND PROJECTS
 QC0492'2 INCHES.
 QC0492'
 QC0492'REFERENCE MARK NO. 2 IS WEST OF AND APPROXIMATELY THE SAME
 QC0492'ELEVATION AS THE STATION.  IT IS 32 FEET NORTH OF THE CENTERLINE
 QC0492'OF THE HIGHWAY AND 3.3 FEET NORTH OF AN EAST-WEST FENCE LINE.  IT
 QC0492'IS STAMPED BUN 1945 AND PROJECTS 3 INCHES.
 QC0492'
 QC0492'THE AZIMUTH MARK IS 0.2 MILE NORTHWEST OF THE STATION, 115 PACES
 QC0492'NORTH OF THE CENTERLINE OF THE HIGHWAY, ON A SMALL RIDGE, WHICH
 QC0492'IS JUST ACROSS THE HIGHWAY FROM A RANCH HOUSE.  IT IS STAMPED BUN
 QC0492'1945 AND IS SET FLUSH WITH THE GROUND.
 QC0492'
 QC0492'THE SUBSTITUTE STATION, BUN 1946 PICTURE POINT 106V-130A, IS A
 QC0492'JUNIPER TREE, 18 FEET HIGH, 56.55 FEET EAST OF THE STATION.
 QC0492'
 QC0492'THE SUBSTITUTE STATION, BUN 1946 PICTURE POINT 106V-94A, IS A
 QC0492'LONE JUNIPER TREE, 15 FEET HIGH, IN THE FIELD SOUTH OF THE
 QC0492'HIGHWAY.  IT IS 494.40 FEET SOUTHWEST OF THE STATION.
 QC0492'
 QC0492'TO REACH THE STATION FROM THE POST OFFICE IN KIMBERLY, GO WESTERLY
 QC0492'ON STATE HIGHWAY 19 FOR 4.05 MILES TO A BRIDGE OVER A DRY WASH,
 QC0492'THENCE CONTINUE FOR 0.25 MILE TO THE STATION ON THE RIGHT AS
 QC0492'DESCRIBED.
 QC0492'
 QC0492'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE WEST ON
 QC0492'HIGHWAY 19 FOR 0.2 MILE TO A FARM HOUSE ON THE LEFT AND A WIRE
 QC0492'GATE ON THE RIGHT.  TURN RIGHT, PASS THRU THE GATE AND GO NORTH
 QC0492'FOR 0.05 MILE TO THE BOTTOM OF A SMALL, LOW RIDGE AND THE MARK AS
 QC0492'DESCRIBED.
 QC0492
 QC0492                          STATION RECOVERY (1963)
 QC0492
 QC0492'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (MBM)
 QC0492'THE STATION MARK, REFERENCE MARK NO. 1 AND NO. 2 WERE ALL FOUND IN
 QC0492'GOOD CONDITION.
 QC0492'
 QC0492'THE 4 IN X 4 IN WHITE POST WAS NOT FOUND.
 QC0492
 QC0492                          STATION RECOVERY (1963)
 QC0492
 QC0492'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FN)
 QC0492'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND
 QC0492'AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  A METAL
 QC0492'WITNESS POST WAS PLACED 4 FEET SOUTH OF THE STATION MARK, IN THE
 QC0492'FENCE LINE.  THE LAND IS OWNED BY MR. CHARLES HILL.
 QC0492'
 QC0492'THE TO REACH IS ADEQUATE.
 QC0492
 QC0492                          STATION RECOVERY (1963)
 QC0492
 QC0492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 QC0492'4.3 MI NW FROM KIMBERLY.
 QC0492'4.3 MILES NORTHWEST ALONG STATE HIGHWAY 19 FROM THE KIMBERLY POST
 QC0492'OFFICE ON PROPERTY OWNED BY MR. CHARLES HILL, 0.25 MILE WEST OF BRIDGE
 QC0492'NO. 5-101.29, 150 FEET NORTHEAST AND ACROSS THE HIGHWAY FROM MILE POST
 QC0492'NO. 101, 101 FEET SOUTH OF A POWER POLE, 55 FEET WEST OF A T FENCE
 QC0492'CORNER, 32 FEET NORTH OF THE CENTER OF THE HIGHWAY AND 4 FEET NORTH OF
 QC0492'A METAL WITNESS POST THAT IS SET IN THE FENCE LINE.  THE MONUMENT IS 1
 QC0492'INCH BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0493 ***********************************************************************
 QC0493  DESIGNATION -  BUN RM 1
 QC0493  PID         -  QC0493
 QC0493  STATE/COUNTY-  OR/WHEELER
 QC0493  USGS QUAD   -  KIMBERLY (1995)
 QC0493
 QC0493                         *CURRENT SURVEY CONTROL
 QC0493  ___________________________________________________________________
 QC0493* NAD 83(1986)-  44 47 51.     (N)    119 41 57.     (W)     SCALED    
 QC0493* NAVD 88     -       554.822  (meters)    1820.28   (feet)  ADJUSTED  
 QC0493  ___________________________________________________________________
 QC0493  GEOID HEIGHT-         -19.66  (meters)                     GEOID03
 QC0493  DYNAMIC HT  -         554.674 (meters)    1819.79  (feet)  COMP
 QC0493  MODELED GRAV-     980,334.4   (mgal)                       NAVD 88
 QC0493
 QC0493  VERT ORDER  -  FIRST     CLASS II
 QC0493
 QC0493.The horizontal coordinates were scaled from a topographic map and have
 QC0493.an estimated accuracy of +/- 6 seconds.
 QC0493
 QC0493.The orthometric height was determined by differential leveling
 QC0493.and adjusted in June 1991.
 QC0493
 QC0493.The geoid height was determined by GEOID03.
 QC0493
 QC0493.The dynamic height is computed by dividing the NAVD 88
 QC0493.geopotential number by the normal gravity value computed on the
 QC0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0493.degrees latitude (g = 980.6199 gals.).
 QC0493
 QC0493.The modeled gravity was interpolated from observed gravity values.
 QC0493
 QC0493;                    North         East    Units  Estimated Accuracy
 QC0493;SPC OR N     -   125,970.    2,563,360.      MT  (+/- 180 meters Scaled)
 QC0493
 QC0493                          SUPERSEDED SURVEY CONTROL
 QC0493
 QC0493  NGVD 29 (??/??/92)  553.694  (m)         1816.58   (f) ADJ UNCH    1 2
 QC0493
 QC0493.Superseded values are not recommended for survey control.
 QC0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0493.See file dsdata.txt to determine how the superseded data were derived.
 QC0493
 QC0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKK865640(NAD 83)
 QC0493_MARKER: DR = REFERENCE MARK DISK
 QC0493_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 QC0493_SP_SET: UNSPECIFIED ROCK
 QC0493_STAMPING: BUN NO 1 1945
 QC0493_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QC0493
 QC0493  HISTORY     - Date     Condition        Report By
 QC0493  HISTORY     - 1945     MONUMENTED       CGS
 QC0493  HISTORY     - 1963     GOOD             NGS
 QC0493
 QC0493                          STATION DESCRIPTION
 QC0493
 QC0493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 QC0493'4.3 MI NW FROM KIMBERLY.
 QC0493'4.3 MILES NORTHWEST ALONG STATE HIGHWAY 19 FROM THE KIMBERLY POST
 QC0493'OFFICE ON PROPERTY OWNED BY MR. CHARLES HILL, 76 FEET SOUTHEAST AND
 QC0493'ACROSS THE HIGHWAY FROM THE METAL WITNESS POST, 36 FEET SOUTH OF THE
 QC0493'CENTER OF THE HIGHWAY, 34 FEET EAST OF A T FENCE CORNER, 17 FEET EAST
 QC0493'OF THE CENTER OF A FIELD DRIVE WAY AND 3 FEET SOUTH OF AN EAST-WEST
 QC0493'FENCE LINE.  THE ROCK PROJECTS 1 INCH.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0494 ***********************************************************************
 QC0494  DESIGNATION -  BUN RM 2
 QC0494  PID         -  QC0494
 QC0494  STATE/COUNTY-  OR/WHEELER
 QC0494  USGS QUAD   -  KIMBERLY (1995)
 QC0494
 QC0494                         *CURRENT SURVEY CONTROL
 QC0494  ___________________________________________________________________
 QC0494* NAD 83(1986)-  44 47 51.     (N)    119 41 57.     (W)     SCALED    
 QC0494* NAVD 88     -       555.376  (meters)    1822.10   (feet)  ADJUSTED  
 QC0494  ___________________________________________________________________
 QC0494  GEOID HEIGHT-         -19.66  (meters)                     GEOID03
 QC0494  DYNAMIC HT  -         555.228 (meters)    1821.61  (feet)  COMP
 QC0494  MODELED GRAV-     980,334.4   (mgal)                       NAVD 88
 QC0494
 QC0494  VERT ORDER  -  FIRST     CLASS II
 QC0494
 QC0494.The horizontal coordinates were scaled from a topographic map and have
 QC0494.an estimated accuracy of +/- 6 seconds.
 QC0494
 QC0494.The orthometric height was determined by differential leveling
 QC0494.and adjusted in June 1991.
 QC0494
 QC0494.The geoid height was determined by GEOID03.
 QC0494
 QC0494.The dynamic height is computed by dividing the NAVD 88
 QC0494.geopotential number by the normal gravity value computed on the
 QC0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0494.degrees latitude (g = 980.6199 gals.).
 QC0494
 QC0494.The modeled gravity was interpolated from observed gravity values.
 QC0494
 QC0494;                    North         East    Units  Estimated Accuracy
 QC0494;SPC OR N     -   125,970.    2,563,360.      MT  (+/- 180 meters Scaled)
 QC0494
 QC0494                          SUPERSEDED SURVEY CONTROL
 QC0494
 QC0494  NGVD 29 (??/??/92)  554.248  (m)         1818.40   (f) ADJ UNCH    1 2
 QC0494
 QC0494.Superseded values are not recommended for survey control.
 QC0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0494.See file dsdata.txt to determine how the superseded data were derived.
 QC0494
 QC0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKK865640(NAD 83)
 QC0494_MARKER: DR = REFERENCE MARK DISK
 QC0494_SETTING: 0 = UNSPECIFIED SETTING
 QC0494_STAMPING: BUN NO 2 1945
 QC0494_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QC0494
 QC0494  HISTORY     - Date     Condition        Report By
 QC0494  HISTORY     - 1945     MONUMENTED       CGS
 QC0494  HISTORY     - 1963     GOOD             NGS
 QC0494
 QC0494                          STATION DESCRIPTION
 QC0494
 QC0494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 QC0494'4.3 MI NW FROM KIMBERLY.
 QC0494'4.3 MILES NORTHWEST ALONG STATE HIGHWAY 19 FROM THE KIMBERLY POST
 QC0494'OFFICE ON PROPERTY OWNED BY MR CHARLES HILL, 86 FEET NORTHEAST AND
 QC0494'ACROSS THE HIGHWAY FROM MILE POST NO. 101, 84 FEET WEST OF THE METAL
 QC0494'WITNESS POST, 32 FEET NORTH OF THE CENTER OF THE HIGHWAY AND 4 FEET
 QC0494'NORTH OF THE EAST-WEST FENCE LINE.  THE MONUMENT IS 2 INCHES BELOW THE
 QC0494'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2565 ***********************************************************************
 RC2565  DESIGNATION -  BUNCH
 RC2565  PID         -  RC2565
 RC2565  STATE/COUNTY-  OR/GILLIAM
 RC2565  USGS QUAD   -  INDIAN COVE (1970)
 RC2565
 RC2565                         *CURRENT SURVEY CONTROL
 RC2565  ___________________________________________________________________
 RC2565* NAD 83(1991)-  45 22 11.41802(N)    120 30 52.28646(W)     ADJUSTED  
 RC2565* NAVD 88     -       608.3    (meters)    1996.     (feet)  VERTCON   
 RC2565  ___________________________________________________________________
 RC2565  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 RC2565  GEOID HEIGHT-         -21.15  (meters)                     GEOID03
 RC2565  HORZ ORDER  -  SECOND
 RC2565
 RC2565.The horizontal coordinates were established by classical geodetic methods
 RC2565.and adjusted by the National Geodetic Survey in October 1991.
 RC2565
 RC2565.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC2565.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC2565
 RC2565.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2565
 RC2565.The geoid height was determined by GEOID03.
 RC2565
 RC2565;                    North         East     Units Scale Factor Converg.
 RC2565;SPC OR N     -   189,259.592 2,498,862.331   MT  0.99990073   -0 00 37.1
 RC2565;SPC OR N     -   620,930.42  8,198,367.23   iFT  0.99990073   -0 00 37.1
 RC2565;UTM  10      - 5,027,041.263   694,628.495   MT  1.00006577   +1 46 09.7
 RC2565
 RC2565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2565!SPC OR N     -   0.99990795  x   0.99990073  =   0.99980869
 RC2565!UTM  10      -   0.99990795  x   1.00006577  =   0.99997371
 RC2565
 RC2565|---------------------------------------------------------------------|
 RC2565| PID    Reference Object                     Distance      Geod. Az  |
 RC2565|                                                           dddmmss.s |
 RC2565| CF4596 BUNCH RM 1                           13.814 METERS 07045     |
 RC2565| CF4595 BUNCH AZ MK                                        1513854.4 |
 RC2565| CF4597 BUNCH RM 2                           13.397 METERS 16450     |
 RC2565|---------------------------------------------------------------------|
 RC2565
 RC2565                          SUPERSEDED SURVEY CONTROL
 RC2565
 RC2565  NAD 83(1986)-  45 22 11.42798(N)    120 30 52.28044(W) AD(       ) 2
 RC2565  NAD 27      -  45 22 11.97100(N)    120 30 48.10500(W) AD(       ) 2
 RC2565  NGVD 29 (07/19/86)  607.3    (m)         1992.     (f) VERT ANG    3  
 RC2565
 RC2565.Superseded values are not recommended for survey control.
 RC2565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2565.See file dsdata.txt to determine how the superseded data were derived.
 RC2565
 RC2565_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR9462827041(NAD 83)
 RC2565_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RC2565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC2565
 RC2565  HISTORY     - Date     Condition        Report By
 RC2565  HISTORY     - 1946     MONUMENTED       CGS
 RC2565  HISTORY     - 1969     SEE DESCRIPTION  CGS
 RC2565
 RC2565                          STATION DESCRIPTION
 RC2565
 RC2565'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JCT)
 RC2565'THE STATION IS LOCATED ABOUT 19.5 MILES AIR LINE NORTHWEST OF
 RC2565'CONDON, 8.0 MILES AIR LINE SOUTH-SOUTHWEST OF THE COTTONWOOD
 RC2565'BRIDGE OVER THE JOHN DAY RIVER, 0.5 MILE AIR LINE SOUTHEAST OF
 RC2565'THE MOUTH OF FERRY CANYON AND JOHN DAY RIVER ON THE LOWER
 RC2565'NORTHWEST END OF A LONG RIDGE WHICH OVERLOOKS THE JOHN DAY RIVER.
 RC2565'IT IS 5 FEET WEST OF A WHITE REFERENCE POST.  THE DISK IS
 RC2565'STAMPED--BUNCH 1946 AND PROJECTS 2 INCHES.
 RC2565'
 RC2565'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION AND AT
 RC2565'APPROXIMATELY THE SAME ELEVATION.  THE DISK IS STAMPED--BUNCH NO
 RC2565'1 1946 AND PROJECTS 2 INCHES.
 RC2565'
 RC2565'REFERENCE MARK NO. 2 IS SOUTHEAST OF THE STATION AND AT
 RC2565'APPROXIMATELY THE SAME ELEVATION.  THE DISK IS STAMPED--BUNCH NO
 RC2565'2 1946 AND IS SET FLUSH WITH THE ROCK SURFACE.
 RC2565'
 RC2565'THE AZIMUTH MARK IS ABOUT 0.25 MILE SOUTHEAST OF THE STATION,
 RC2565'SET ON THE TOP OF THE FIRST SMALL HILL FROM THE STATION.  THE DISK
 RC2565'IS STAMPED--BUNCH 1946 AND PROJECTS 4 INCHES.
 RC2565'
 RC2565'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 19 AND
 RC2565'STATE ROUTE 206 IN CONDON, GO WEST AND NORTHWEST ON STATE ROUTE
 RC2565'206 FOR 5.25 MILES TO FORK AND SIGN FERRY CANYON.  BEAR LEFT AS
 RC2565'PER SIGN AND GO 4.9 MILES TO FORK WITH SCHOOL HOUSE IN ANGLE.
 RC2565'BEAR LEFT AND CONTINUE ON MAIN TRAVELED ROAD FOR 6.2 MILES TO A
 RC2565'SIDE ROAD RIGHT JUST BEFORE REACHING THE END OF THE ROAD AT
 RC2565'LARGE RED RANCH BUILDINGS.  TURN RIGHT AND FOLLOW MAIN TRAVELED
 RC2565'ROAD IN A NORTH AND NORTHWESTERLY DIRECTION FOR 6.9 MILES TO
 RC2565'CROSSROAD ON THE TOP OF SMALL HILL IN FIELD.  HERE BEAR LEFT
 RC2565'IN A WESTERLY AND NORTHWESTERLY DIRECTION ON MAIN TRAVELED
 RC2565'ROAD FOR 2.0 MILES TO A SHACK AND CORRALS ON RIGHT.  PASS TO
 RC2565'THE LEFT OF CORRALS AND FOLLOW TRACK ROAD IN A NORTHWESTERLY
 RC2565'DIRECTION FOR 0.9 MILES TO STATION WAGON ON THE RIGHT.
 RC2565'CONTINUE NORTHWEST ON TRACK ROAD FOR 0.4 MILE TO CORRAL ON
 RC2565'RIGHT.  CONTINUE AHEAD ON TRACK ROAD FOR 0.45 MILE TO ANOTHER
 RC2565'CORRAL ON LOWER BENCH OF RIDGE AND END OF ROAD.  HERE DRIVE
 RC2565'ACROSS COUNTRY DOWN HILL TO LOW SADDLE AND THEN UP AND OUT RIDGE
 RC2565'IN A NORTHWESTERLY DIRECTION FOR 0.6 MILE TO END OF RIDGE AND
 RC2565'STATION SITE.  FROM LAST CORRAL TO LOW SADDLE, IT IS VERY STEEP
 RC2565'AND FROM THERE OUT TO STATION VERY ROCKY.  A FOUR WHEEL DRIVE
 RC2565'TRUCK SHOULD BE USED THE LAST 0.6 MILE.
 RC2565
 RC2565                          STATION RECOVERY (1969)
 RC2565
 RC2565'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (NET)
 RC2565'THE STATION MARK, STAMPED BUNCH 1946, REFERENCE MARK NO. 1,
 RC2565'STAMPED BUNCH NO 1 1946, REFERENCE MARK NO. 2, STAMPED BUNCH NO
 RC2565'2 1946 AND THE AZIMUTH MARK, STAMPED BUNCH 1946 WERE RECOVERED IN
 RC2565'GOOD CONDITION.  A METAL WITNESS POST WAS PLACED 0.5 FOOT SOUTH
 RC2565'OF THE STATION MARK.  A METAL WITNESS POST WAS PLACED 0.5 FOOT
 RC2565'SOUTH OF THE AZIMUTH MARK.  THE STATION IS ON PASTURE LAND OWNED
 RC2565'BY MR. SID SEALE.  ROADS HAVE CHANGED.  A NEW TO REACH FOLLOWS.
 RC2565'
 RC2565'TO REACH THE STATION FROM THE CONDON POST OFFICE GO NORTH ON
 RC2565'STATE HIGHWAYS 19 AND 206 FOR 0.2 MILE TO THEIR JUNCTION, TURN LEFT
 RC2565'AND GO WEST ON STATE HIGHWAY 206 FOR 4.4 MILES TO A MACADAM ROAD
 RC2565'LEFT, TOWARD THE CONDON AIRBASE, TURN LEFT AND GO WEST ON THE
 RC2565'MACADAM AND GRAVELED ROAD, PASSING TO THE LEFT OF THE AIRBASE,
 RC2565'FOR 4.8 MILES TO A FORK, THE ABANDONED CAMERON SCHOOLHOUSE IN THE
 RC2565'FORK, TAKE THE LEFT FORK, RICHMOND ROAD, AND CONTINUE WEST FOR 6.1
 RC2565'MILES TO WHERE THE ROAD TURNS NORTH, JUST BEFORE REACHING MR. SID
 RC2565'SEALES RANCH BUILDINGS, TURN RIGHT AND GO NORTH ON THE DIRT ROAD
 RC2565'BETWEEN TWO FENCES FOR 5.2 MILES TO A FORK AT THE END OF THE
 RC2565'FENCES, TAKE THE RIGHT FORK THROUGH THE CULTIVATED FIELD FOR 1.6
 RC2565'MILES TO A CROSSROAD AT A SUMMIT IN THE FIELD, TURN LEFT AND
 RC2565'GO WEST AND NORTH FOR 0.5 MILE TO A GATE INTO SOME
 RC2565'GRASSLAND, PASS THROUGH THE GATE AND GO NORTHEASTERLY FOR
 RC2565'0.75 MILE TO A GATE.  PASS THROUGH THE GATE AND GO NORTH FOR 0.1
 RC2565'MILE TO A FORK, TAKE THE LEFT FORK AND GO NORTHWEST FOR 0.5
 RC2565'MILE TO SOME OLD ABANDONED SHACKS, CONTINUE NORTHWEST ON
 RC2565'THE TRACK ROAD THRU THE PASTURE FOR 0.75 MILE TO
 RC2565'TRIANGULATION STATION WAGON 1946.  CONTINUE NORTHWEST ON THE
 RC2565'TRACK ROAD FOR 1.0 MILE TO THE FORMER LOCATION OF A CORRAL, THE
 RC2565'OUTLINE OF WHICH IS PLAINLY VISIBLE, AND THE END OF TRUCK
 RC2565'TRAVEL.  PACK NORTH, DOWN THRU A SMALL SADDLE AND TO THE HIGHEST
 RC2565'PART OF THE BENCH AND THE AZIMUTH MARK, THEN PACK NORTHWEST AND
 RC2565'DOWN FOR 1/4 MILE TO THE STATION.  LENGTH OF PACK IS 1/4 HOUR.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2469 ***********************************************************************
 QE2469  DESIGNATION -  BUNCH
 QE2469  PID         -  QE2469
 QE2469  STATE/COUNTY-  OR/LINCOLN
 QE2469  USGS QUAD   -  NEWPORT SOUTH (1984)
 QE2469
 QE2469                         *CURRENT SURVEY CONTROL
 QE2469  ___________________________________________________________________
 QE2469* NAD 83(1991)-  44 32 49.48311(N)    124 02 31.15909(W)     ADJUSTED  
 QE2469* NAVD 88     -        40.     (meters)     131.     (feet)  SCALED    
 QE2469  ___________________________________________________________________
 QE2469  LAPLACE CORR-          16.94  (seconds)                    DEFLEC99
 QE2469  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 QE2469  HORZ ORDER  -  THIRD
 QE2469
 QE2469.The horizontal coordinates were established by classical geodetic methods
 QE2469.and adjusted by the National Geodetic Survey in October 1991.
 QE2469
 QE2469.The orthometric height was scaled from a topographic map.
 QE2469
 QE2469.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2469
 QE2469.The geoid height was determined by GEOID03.
 QE2469
 QE2469;                    North         East     Units Scale Factor Converg.
 QE2469;SPC OR N     -   104,002.315 2,218,637.344   MT  0.99995303   -2 30 42.9
 QE2469;SPC OR N     -   341,214.94  7,278,993.91   iFT  0.99995303   -2 30 42.9
 QE2469;UTM  10      - 4,933,166.574   417,230.854   MT  0.99968425   -0 43 51.6
 QE2469
 QE2469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2469!SPC OR N     -   0.99999745  x   0.99995303  =   0.99995048
 QE2469!UTM  10      -   0.99999745  x   0.99968425  =   0.99968170
 QE2469
 QE2469|---------------------------------------------------------------------|
 QE2469| PID    Reference Object                     Distance      Geod. Az  |
 QE2469|                                                           dddmmss.s |
 QE2469| CD9651 BUNCH RM 2                            9.110 METERS 20232     |
 QE2469| QE2510 TREE                                APPROX. 3.4 KM 3312529.5 |
 QE2469| QE2489 LIFE                                APPROX. 4.9 KM 3361341.8 |
 QE2469| CD9650 BUNCH RM 1                           11.970 METERS 35638     |
 QE2469|---------------------------------------------------------------------|
 QE2469
 QE2469                          SUPERSEDED SURVEY CONTROL
 QE2469
 QE2469  NAD 83(1986)-  44 32 49.51613(N)    124 02 31.20226(W) AD(       ) 3
 QE2469  NAD 27      -  44 32 50.05200(N)    124 02 26.78500(W) AD(       ) 3
 QE2469
 QE2469.Superseded values are not recommended for survey control.
 QE2469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2469.See file dsdata.txt to determine how the superseded data were derived.
 QE2469
 QE2469_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ1723133167(NAD 83)
 QE2469_MARKER: Z = SEE DESCRIPTION
 QE2469_SETTING: 0 = UNSPECIFIED SETTING
 QE2469
 QE2469  HISTORY     - Date     Condition        Report By
 QE2469  HISTORY     - 1927     MONUMENTED       CGS
 QE2469  HISTORY     - 1934     SEE DESCRIPTION  CGS
 QE2469  HISTORY     - 1975     SEE DESCRIPTION  NGS
 QE2469
 QE2469                          STATION DESCRIPTION
 QE2469
 QE2469'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (GLB)
 QE2469'STATION IS ON AN ALDER-COVERED RIDGE ABOUT 2 MILES FROM BEACH AND
 QE2469'ABOUT 4 MILES NE OF SEAL ROCKS.
 QE2469'
 QE2469'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 QE2469'CONCRETE IN THE CENTER OF THE TOP OF 10-INCH TILES PROJECTING 2
 QE2469'INCHES ABOVE THE GROUND.
 QE2469'
 QE2469'UNDERGROUND MARK IS A STANDARD BRONZE DISK SET IN CONCRETE AS
 QE2469'DESCRIBED BY NOTE 7A.
 QE2469'
 QE2469'REFERENCE MARK NO.1 IS S OF THE STATION ON W EDGE OF THE TRAIL.
 QE2469'
 QE2469'REFERENCE MARK NO.2 IS N OF THE STATION ABOUT 2 FEET E OF THE
 QE2469'TRAIL.
 QE2469'
 QE2469'TO REACH STATION, TAKE ROAD LEADING TO H. SMITH RANCH FROM
 QE2469'BEACH.  FOLLOW ROAD 2.6 MILES TO TOP OF RIDGE.  FOLLOW TRAIL S
 QE2469'ALONG TOP OF RIDGE ABOUT 200 METERS TO STATION.  STATION IS ON
 QE2469'HIGHEST PART OF RIDGE ABOUT 2 METERS E OF CENTER OF TRAIL.
 QE2469'CLEARED LINES WILL IDENTIFY POINT FOR SEVERAL YEARS.
 QE2469'
 QE2469'A 20-FOOT TOWER WAS BUILT OVER STATION.
 QE2469
 QE2469                          STATION RECOVERY (1934)
 QE2469
 QE2469'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (LAM)
 QE2469'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 QE2469'
 QE2469'STATION IS S OF YAQUINA BAY, ABOUT 2 MILES E OF THE BEACH AND
 QE2469'ABOUT 4 MILES NE OF SEAL ROCKS.  IT IS ON AN ALDER-COVERED RIDGE,
 QE2469'WHICH MAY BE REACHED BY TAKING A BRANCH ROAD LEADING FROM THE
 QE2469'OREGON COAST HIGHWAY TO THE H. SMITH RANCH.  THIS ROAD SHOULD
 QE2469'BE FOLLOWED ABOUT 2.5 MILES TO THE TOP OF THE RIDGE, THEN FOLLOW
 QE2469'A TRAIL S ABOUT 200 METERS ALONG THE RIDGE TO THE STATION, WHICH
 QE2469'IS ON THE HIGHEST PART AND ABOUT 2 METERS E OF THE TRAIL.
 QE2469'DISTANCE ALONG BRANCH ROAD IS SHORTER FROM HIGHWAY THAN FROM
 QE2469'BEACH.
 QE2469
 QE2469                          STATION RECOVERY (1975)
 QE2469
 QE2469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JVD)
 QE2469'THIS STATION WAS SEARCHED FOR AND NOT FOUND.  THE AREA WAS SEARCHED
 QE2469'FOR TWO HOURS BY TWO MEN.  IT WAS LAST RECOVERED IN 1934.  DUE TO
 QE2469'EXTENSIVE GROWTH, AND LACK OF AN ADEQUATE DESCRIPTION THE STATION
 QE2469'COULD NOT BE LOCATED.
 QE2469'
 QE2469'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QE2469'5 MILES SOUTHEAST OF NEWPORT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1278 ***********************************************************************
 OA1278  DESIGNATION -  BUNKER
 OA1278  PID         -  OA1278
 OA1278  STATE/COUNTY-  OR/COOS
 OA1278  USGS QUAD   -  COOS BAY (1975)
 OA1278
 OA1278                         *CURRENT SURVEY CONTROL
 OA1278  ___________________________________________________________________
 OA1278* NAD 83(1991)-  43 21 07.74428(N)    124 12 18.14462(W)     ADJUSTED  
 OA1278* NAVD 88     -        92.     (meters)     302.     (feet)  SCALED    
 OA1278  ___________________________________________________________________
 OA1278  LAPLACE CORR-          14.53  (seconds)                    DEFLEC99
 OA1278  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 OA1278  HORZ ORDER  -  THIRD
 OA1278
 OA1278.The horizontal coordinates were established by classical geodetic methods
 OA1278.and adjusted by the National Geodetic Survey in October 1991.
 OA1278
 OA1278.The orthometric height was scaled from a topographic map.
 OA1278
 OA1278.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1278
 OA1278.The geoid height was determined by GEOID03.
 OA1278
 OA1278;                    North         East     Units Scale Factor Converg.
 OA1278;SPC OR S     -   193,870.989 1,199,746.569   MT  0.99989973   -2 32 05.3
 OA1278;SPC OR S     -   636,059.68  3,936,176.41   iFT  0.99989973   -2 32 05.3
 OA1278;UTM  10      - 4,800,626.845   402,341.521   MT  0.99971732   -0 49 38.3
 OA1278
 OA1278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1278!SPC OR S     -   0.99998957  x   0.99989973  =   0.99988930
 OA1278!UTM  10      -   0.99998957  x   0.99971732  =   0.99970689
 OA1278
 OA1278:                Primary Azimuth Mark                     Grid Az
 OA1278:SPC OR S     -  HANSEN                                   027 34 06.1
 OA1278:UTM  10      -  HANSEN                                   025 51 39.1
 OA1278
 OA1278|---------------------------------------------------------------------|
 OA1278| PID    Reference Object                     Distance      Geod. Az  |
 OA1278|                                                           dddmmss.s |
 OA1278| OA1396 HANSEN                              APPROX.13.7 KM 0250200.8 |
 OA1278| OA1239 BLUE RIDGE                          APPROX.12.3 KM 1251849.7 |
 OA1278| OA1289 COOS BAY MARSHFIELD WATER TANK      APPROX. 3.5 KM 3081212.7 |
 OA1278| OA1271 COOS BAY RADIO STA KOOS TOWER       APPROX. 2.0 KM 3344734.5 |
 OA1278|---------------------------------------------------------------------|
 OA1278
 OA1278                          SUPERSEDED SURVEY CONTROL
 OA1278
 OA1278  NAD 83(1986)-  43 21 07.74036(N)    124 12 18.19031(W) AD(       ) 3
 OA1278  NAD 27      -  43 21 08.35100(N)    124 12 13.79600(W) AD(       ) 3
 OA1278
 OA1278.Superseded values are not recommended for survey control.
 OA1278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1278.See file dsdata.txt to determine how the superseded data were derived.
 OA1278
 OA1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP0234200627(NAD 83)
 OA1278
 OA1278  HISTORY     - Date     Condition        Report By
 OA1278  HISTORY     - 1942     MONUMENTED       USGS
 OA1278  HISTORY     - 1965     SEE DESCRIPTION  CGS
 OA1278  HISTORY     - 19940624 MARK NOT FOUND   USPSQD
 OA1278  HISTORY     - 20040721 MARK NOT FOUND   USPSQD
 OA1278
 OA1278                          STATION DESCRIPTION
 OA1278
 OA1278'DESCRIBED BY US GEOLOGICAL SURVEY 1942
 OA1278'LOCATED ABOUT 0.5 MILE SOUTHEAST OF MARSHFIELD, ON TOP OF A WOODED
 OA1278'POINT, KNOWN AS BUNKER HILL, BETWEEN COALBAND AND ISTHMUS
 OA1278'SLOUGHS.  THE STATION (A LOOKOUT TOWER) IS AT THE HEADQUARTERS OF
 OA1278'THE COOS FIRE PATROL.
 OA1278'
 OA1278'TO REACH FROM MARSHFIELD, DRIVE SOUTH ON U.S. HIGHWAY 101 ACROSS
 OA1278'COALBANK SLOUGH BRIDGE, TURN RIGHT, SOUTH, AND FOLLOW UP ROAD TO
 OA1278'THE COOS FIRE PATROL HEADQUARTERS.
 OA1278'
 OA1278'STATION MARK AND SIGNAL IS CENTER OF ROOF OF THE WOODEN LOOKOUT
 OA1278'TOWER.
 OA1278
 OA1278                          STATION RECOVERY (1965)
 OA1278
 OA1278'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (HJS)
 OA1278'THIS TOWER WAS TORN DOWN DURING OCTOBER OF 1965.  THE STATION HAS
 OA1278'BEEN DESTROYED.
 OA1278
 OA1278                          STATION RECOVERY (1994)
 OA1278
 OA1278'RECOVERY NOTE BY US POWER SQUADRON 1994
 OA1278'MARK NOT FOUND.
 OA1278
 OA1278                          STATION RECOVERY (2004)
 OA1278
 OA1278'RECOVERY NOTE BY US POWER SQUADRON 2004 (AES)
 OA1278'TOWER WAS TORN DOWN IN 1965 DESTROYING THE STATION.  A NEW STEEL TOWER
 OA1278'HAS BEEN BUILT ABOUT 80 YARDS TO THE SOUTH.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1955 ***********************************************************************
 QE1955  DESIGNATION -  BUNKER
 QE1955  PID         -  QE1955
 QE1955  STATE/COUNTY-  OR/MARION
 QE1955  USGS QUAD   -  SIDNEY (1986)
 QE1955
 QE1955                         *CURRENT SURVEY CONTROL
 QE1955  ___________________________________________________________________
 QE1955* NAD 83(1991)-  44 49 51.13201(N)    123 04 23.24059(W)     ADJUSTED  
 QE1955* NAVD 88     -       293.7    (meters)     964.     (feet)  VERTCON   
 QE1955  ___________________________________________________________________
 QE1955  LAPLACE CORR-          -4.11  (seconds)                    DEFLEC99
 QE1955  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 QE1955  HORZ ORDER  -  FIRST
 QE1955
 QE1955.The horizontal coordinates were established by classical geodetic methods
 QE1955.and adjusted by the National Geodetic Survey in October 1991.
 QE1955
 QE1955.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE1955.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE1955
 QE1955.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE1955
 QE1955.The geoid height was determined by GEOID03.
 QE1955
 QE1955;                    North         East     Units Scale Factor Converg.
 QE1955;SPC OR N     -   132,607.727 2,296,573.789   MT  0.99991187   -1 49 29.4
 QE1955;SPC OR N     -   435,064.72  7,534,690.91   iFT  0.99991187   -1 49 29.4
 QE1955;UTM  10      - 4,964,165.081   494,219.908   MT  0.99960041   -0 03 05.6
 QE1955
 QE1955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE1955!SPC OR N     -   0.99995752  x   0.99991187  =   0.99986940
 QE1955!UTM  10      -   0.99995752  x   0.99960041  =   0.99955795
 QE1955
 QE1955:                Primary Azimuth Mark                     Grid Az
 QE1955:SPC OR N     -  SALEM ORE ST HOSP WATER TANK             026 57 57.1
 QE1955:UTM  10      -  SALEM ORE ST HOSP WATER TANK             025 11 33.3
 QE1955
 QE1955|---------------------------------------------------------------------|
 QE1955| PID    Reference Object                     Distance      Geod. Az  |
 QE1955|                                                           dddmmss.s |
 QE1955| QE1863 SALEM ORE ST HOSP WATER TANK        APPROX.13.2 KM 0250827.7 |
 QE1955| QE1858 SALEM ORE ST HOSP STANDPIPE         APPROX.13.2 KM 0251839.4 |
 QE1955| QE1883 SALEM HILLCREST SCH TANK            APPROX. 8.6 KM 0355227.0 |
 QE1955| CD9653 BUNKER RM 1                          37.000 METERS 20358     |
 QE1955| CD9654 BUNKER RM 2                          18.530 METERS 26549     |
 QE1955| QE1961 SALEM TV STA KVDO MAST              APPROX. 4.8 KM 3021640.6 |
 QE1955| QE1963 INDEPENDENCE BPA MICROWAVE TWR      APPROX. 4.7 KM 3045949.6 |
 QE1955| QE1965 SALEM SOU PAC RR MICROWAVE          APPROX. 4.6 KM 3052124.0 |
 QE1955| CD9652 BUNKER AZ MK                                       3331634.1 |
 QE1955|---------------------------------------------------------------------|
 QE1955
 QE1955                          SUPERSEDED SURVEY CONTROL
 QE1955
 QE1955  NAD 83(1986)-  44 49 51.15617(N)    123 04 23.25770(W) AD(       ) 1
 QE1955  NAD 27      -  44 49 51.72242(N)    123 04 18.91297(W) AD(       ) 1
 QE1955  NGVD 29 (07/19/86)  292.7    (m)          960.     (f) VERT ANG    3  
 QE1955
 QE1955.Superseded values are not recommended for survey control.
 QE1955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1955.See file dsdata.txt to determine how the superseded data were derived.
 QE1955
 QE1955_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ9422064165(NAD 83)
 QE1955_MARKER: Z = SEE DESCRIPTION
 QE1955_SETTING: 0 = UNSPECIFIED SETTING
 QE1955
 QE1955  HISTORY     - Date     Condition        Report By
 QE1955  HISTORY     - 1972     MONUMENTED       NGS
 QE1955
 QE1955                          STATION DESCRIPTION
 QE1955
 QE1955'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LDF)
 QE1955'STATION IS LOCATED ABOUT 8-1/2 MILES SOUTH-SOUTHWEST OF SALEM, 6
 QE1955'MILES WEST-SOUTHWEST OF TURNER, 5-3/4 MILES EAST-SOUTHEAST OF
 QE1955'INDEPENDENCE, ON THE SUMMIT OF WHAT IS LOCALLY KNOWN AS BUNKER
 QE1955'HILL WHICH IS OWNED BY MR. FORREST W. CAMMACK, ROUTE 4 BOX 448,
 QE1955'SALEM, OREGON AND IS IN THE SOUTHEAST 1/4 OF SECTION 32, R 3 W, T
 QE1955'8 S.
 QE1955'
 QE1955'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 51 AND
 QE1955'MAIN STREET IN INDEPENDENCE, GO SOUTH ON MAIN STREET FOR 0.35
 QE1955'MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO EAST, CROSSING RIVER
 QE1955'BRIDGE, FOR 0.45 MILE TO A CROSSROAD AT THE EAST END OF THE
 QE1955'BRIDGE.  TURN RIGHT AND GO WEST ON A PAVED ROAD FOR 0.1 MILE TO A
 QE1955'FORK.  BEAR LEFT AND FOLLOW ROAD SOUTH AND SOUTHEAST FOR 2.4
 QE1955'MILES TO A RAILROAD OVERPASS.  CONTINUE SOUTHEAST ON A GRAVEL
 QE1955'ROAD FOR 2.5 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTH AND
 QE1955'NORTHEAST ON BUNKER ROAD S FOR 1.25 MILES TO A DRIVEWAY ON THE
 QE1955'RIGHT.  (TO REACH THE AZIMUTH MARK, CONTINUE EAST ON BUNKER
 QE1955'ROAD S FOR ABOUT 150 FEET TO A FORK, BEAR LEFT AND GO NORTH ON
 QE1955'BATES ROAD FOR 0.1 MILE TO THE MARK ON THE LEFT.) TURN RIGHT,
 QE1955'PASSING TO THE WEST OF A HOUSE, AND GO SOUTH ON DIRT ROAD FOR
 QE1955'0.05 MILE TO A WIRE GATE.  PASS THROUGH THE GATE AND
 QE1955'CONTINUE SOUTH ON THE ROAD FOR 0.05 MILE TO A WIRE GATE ON THE
 QE1955'LEFT.  BEAR LEFT, PASSING THROUGH THE GATE AND FOLLOW PASTURE
 QE1955'LANE EAST AND SOUTH FOR 0.15 MILE TO A WIRE GATE ON THE LEFT
 QE1955'AND THE END OF TRUCK TRAVEL.  PACK EAST UP STEEP HILL FOR
 QE1955'ABOUT 10 MINUTES TO THE HIGHEST POINT OF THE HILL AND THE
 QE1955'STATION AS DESCRIBED.  DO NOT DRIVE PAST THE HOUSE IN WET
 QE1955'WEATHER.
 QE1955'
 QE1955'STATION MARKS ARE STANDARD DISKS, STAMPED BUNKER 1972.  THE
 QE1955'SURFACE DISK IS BRAZED TO THE TOP OF A 2-INCH IRON PIPE WHICH IS
 QE1955'ABOUT 14 INCHES BELOW THE GROUND SURFACE.  IT IS 129 FEET NORTH
 QE1955'OF A 24-INCH OAK TREE, 121 FEET NORTH OF A METAL WITNESS POST,
 QE1955'69.3 FEET SOUTHEAST OF THE MOST NORTHERLY 1 OF 2 OAK TREES, 62.2
 QE1955'FEET EAST OF A METAL WITNESS POST AND 59.8 FEET EAST OF AN OAK
 QE1955'TREE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 QE1955'CONCRETE 50 INCHES BELOW THE GROUND SURFACE.
 QE1955'
 QE1955'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BUNKER NO 1 1972,
 QE1955'BRAZED TO THE TOP OF A 2-INCH IRON PIPE WHICH PROJECTS ABOUT 2
 QE1955'INCHES ABOVE THE GROUND SURFACE.  IT IS 8 FEET NORTH OF A 24-INCH
 QE1955'OAK TREE, 3 FEET NORTH OF A FIR TREE AND 1.2 FEET WEST OF A
 QE1955'METAL WITNESS POST.
 QE1955'
 QE1955'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BUNKER NO 2 1972,
 QE1955'BRAZED TO THE TOP OF A 2-INCH IRON PIPE WHICH PROJECTS ABOUT 4
 QE1955'INCHES ABOVE THE GROUND SURFACE.  IT IS 4 FEET SOUTH OF THE MOST
 QE1955'SOUTHERLY 1 OF 2 OAK TREES AND 1.3 FEET EAST OF A METAL WITNESS
 QE1955'POST.
 QE1955'
 QE1955'AZIMUTH MARK IS A STANDARD DISK, STAMPED BUNKER 1972, SET IN THE
 QE1955'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 QE1955'ABOUT 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 22 FEET WEST OF THE
 QE1955'APPROXIMATE CENTER OF BATES ROAD S, 3 FEET SOUTH OF POWERLINE POLE
 QE1955'NO. 2, 2 FEET NORTH-NORTHEAST OF A METAL WITNESS POST AND 2 FEET
 QE1955'EAST OF A WIRE FENCE.
 QE1955'
 QE1955'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1047 ***********************************************************************
 NZ1047  DESIGNATION -  BUNKER HILL
 NZ1047  PID         -  NZ1047
 NZ1047  STATE/COUNTY-  OR/KLAMATH
 NZ1047  USGS QUAD   -  DEVILS PEAK (1985)
 NZ1047
 NZ1047                         *CURRENT SURVEY CONTROL
 NZ1047  ___________________________________________________________________
 NZ1047* NAD 83(1991)-  42 42 53.13659(N)    122 09 49.38289(W)     ADJUSTED  
 NZ1047* NAVD 88     -      2060.4    (meters)    6760.     (feet)  VERTCON   
 NZ1047  ___________________________________________________________________
 NZ1047  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 NZ1047  GEOID HEIGHT-         -22.17  (meters)                     GEOID03
 NZ1047  HORZ ORDER  -  SECOND
 NZ1047
 NZ1047.The horizontal coordinates were established by classical geodetic methods
 NZ1047.and adjusted by the National Geodetic Survey in October 1991.
 NZ1047
 NZ1047.The NAVD 88 height was computed by applying the VERTCON shift value to
 NZ1047.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NZ1047
 NZ1047.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ1047
 NZ1047.The geoid height was determined by GEOID03.
 NZ1047
 NZ1047;                    North         East     Units Scale Factor Converg.
 NZ1047;SPC OR S     -   117,778.782 1,363,732.106   MT  0.99992578   -1 08 17.6
 NZ1047;SPC OR S     -   386,413.33  4,474,186.70   iFT  0.99992578   -1 08 17.6
 NZ1047;UTM  10      - 4,729,479.209   568,478.667   MT  0.99965769   +0 34 02.3
 NZ1047
 NZ1047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NZ1047!SPC OR S     -   0.99968045  x   0.99992578  =   0.99960626
 NZ1047!UTM  10      -   0.99968045  x   0.99965769  =   0.99933825
 NZ1047
 NZ1047|---------------------------------------------------------------------|
 NZ1047| PID    Reference Object                     Distance      Geod. Az  |
 NZ1047|                                                           dddmmss.s |
 NZ1047| CD9147 BUNKER HILL RM 1                      6.365 METERS 00248     |
 NZ1047| NZ1042 PELICAN BUTTE LOOKOUT TOWER         APPROX.22.4 KM 1760928.0 |
 NZ1047| CD9148 BUNKER HILL RM 2                      3.949 METERS 23931     |
 NZ1047|---------------------------------------------------------------------|
 NZ1047
 NZ1047                          SUPERSEDED SURVEY CONTROL
 NZ1047
 NZ1047  NAD 83(1986)-  42 42 53.13502(N)    122 09 49.39272(W) AD(       ) 2
 NZ1047  NAD 27      -  42 42 53.65937(N)    122 09 45.30242(W) AD(       ) 2
 NZ1047  NGVD 29 (07/19/86) 2059.1    (m)         6756.     (f) VERT ANG    3  
 NZ1047
 NZ1047.Superseded values are not recommended for survey control.
 NZ1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1047.See file dsdata.txt to determine how the superseded data were derived.
 NZ1047
 NZ1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN6847929479(NAD 83)
 NZ1047_MARKER: Z = SEE DESCRIPTION
 NZ1047_SETTING: 0 = UNSPECIFIED SETTING
 NZ1047
 NZ1047  HISTORY     - Date     Condition        Report By
 NZ1047  HISTORY     - 1967     MONUMENTED       CGS
 NZ1047
 NZ1047                          STATION DESCRIPTION
 NZ1047
 NZ1047'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (CAA)
 NZ1047'THE STATION IS LOCATED ABOUT 16 MILES EAST-SOUTHEAST OF PROSPECT,
 NZ1047'8-1/2 MILES WEST OF FORT KLAMATH, 3-1/4 MILES SOUTHWEST OF STATE
 NZ1047'HIGHWAY 62, ON A TIMBERED KNOB LOCALLY KNOWN AS BUNKER HILL AND
 NZ1047'IN THE WINEMA NATIONAL FOREST.
 NZ1047'
 NZ1047'TO REACH THE STATION FROM THE POST OFFICE IN FORT KLAMATH, GO
 NZ1047'NORTH ON STATE HIGHWAY 62 FOR 0.1 MILE TO A SIDE ROAD LEFT.  TURN
 NZ1047'LEFT AND GO WESTERLY ON A SURFACED ROAD FOR 2.55 MILES TO A
 NZ1047'FORK.  KEEP THE RIGHT FORK AND CONTINUE WESTERLY ON A GRAVELED
 NZ1047'ROAD FOR 1.35 MILES TO A FORK.  TAKE THE RIGHT FORK AND GO
 NZ1047'NORTHERLY ON THE MAIN GRAVELED ROAD FOR 1.45 MILES TO A SIDE ROAD
 NZ1047'LEFT.  TURN LEFT AND GO WESTERLY ON FOREST SERVICE ROAD 3308 FOR
 NZ1047'0.9 MILE TO A FORK.  TAKE THE RIGHT FORK AND CONTINUE WESTERLY ON
 NZ1047'FOREST SERVICE ROAD 3308 FOR 1.85 MILES TO A FORK AND SIGN BUNKER
 NZ1047'ROAD.  BEAR LEFT AND GO WESTERLY ON BUNKER ROAD FOR 0.75 MILE TO A
 NZ1047'TRACK ROAD LEFT.  KEEP RIGHT AND CONTINUE WESTERLY FOR 0.8
 NZ1047'MILE TO A SIDE ROAD RIGHT.  CONTINUE WESTERLY FOR 1.0 MILE TO
 NZ1047'AN OPEN AREA AND THE END OF TRUCK TRAVEL.  (THE STATION HILL IS
 NZ1047'VISIBLE FROM THIS POINT BY LOOKING TO THE SOUTHWEST.) PACK
 NZ1047'WESTERLY FOR ABOUT 0.2 MILE, THENCE BEAR LEFT AND PACK
 NZ1047'SOUTHWEST TO THE HIGHEST POINT AND THE STATION.  THIS IS ABOUT
 NZ1047'A 2 HOUR PACK.
 NZ1047'
 NZ1047'THE STATION MARK IS A STANDARD DISK STAMPED BUNKER HILL 1967,
 NZ1047'BRAZED TO THE TOP OF A 2 INCH SOIL PIPE PROJECTING 6 INCHES.  IT IS
 NZ1047'13.0 FEET NORTHEAST OF A TRIANGLE BLAZED TREE AND ABOUT 10 FEET
 NZ1047'NORTHWEST OF THE HIGHEST POINT OF THE HILL.
 NZ1047'
 NZ1047'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BUNKER HILL NO 1 1967,
 NZ1047'SET IN A DRILL HOLE IN ROCK OUTCROP WHICH IS ABOUT 3 FEET LOWER
 NZ1047'THAN THE STATION.  IT IS 33.2 FEET NORTH OF THE TRIANGLE BLAZED
 NZ1047'TREE AND ABOUT 27 FEET NORTHWEST OF THE HIGHEST POINT OF THE HILL.
 NZ1047'
 NZ1047'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BUNKER HILL NO 2 1967,
 NZ1047'SET IN A DRILL HOLE IN ROCK OUTCROP WHICH IS ABOUT 4 FEET LOWER
 NZ1047'THAN THE STATION.  IT IS 8.0 FEET NORTHWEST OF THE TRIANGLE BLAZED
 NZ1047'TREE AND ABOUT 20 FEET WEST OF THE HIGHEST POINT OF THE HILL.
 NZ1047'
 NZ1047'DUE TO CREST OF HILL BETWEEN REFERENCE MARKS, AN ACCURATE
 NZ1047'MEASUREMENT COULD NOT BE MADE.
 NZ1047'
 NZ1047'HEIGHT OF LIGHT ABOVE STATION MARK 1.25 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC2002 ***********************************************************************
 SC2002  DESIGNATION -  BUOY DEPOT FLAG 1913
 SC2002  PID         -  SC2002
 SC2002  STATE/COUNTY-  OR/CLATSOP
 SC2002  USGS QUAD   -  ASTORIA (1984)
 SC2002
 SC2002                         *CURRENT SURVEY CONTROL
 SC2002  ___________________________________________________________________
 SC2002* NAD 83(1991)-  46 12 28.11495(N)    123 46 09.20302(W)     ADJUSTED  
 SC2002* NAVD 88     -              **(meters)            **(feet)            
 SC2002  ___________________________________________________________________
 SC2002  LAPLACE CORR-          11.53  (seconds)                    DEFLEC99
 SC2002  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 SC2002  HORZ ORDER  -  THIRD
 SC2002
 SC2002.The horizontal coordinates were established by classical geodetic methods
 SC2002.and adjusted by the National Geodetic Survey in October 1991.
 SC2002
 SC2002
 SC2002.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2002
 SC2002.The geoid height was determined by GEOID03.
 SC2002
 SC2002;                    North         East     Units Scale Factor Converg.
 SC2002;SPC OR N     -   287,498.327 2,247,758.770   MT  1.00005951   -2 19 06.6
 SC2002;SPC OR N     -   943,235.98  7,374,536.65   iFT  1.00005951   -2 19 06.6
 SC2002;SPC WA S     -   102,425.029   247,793.265   MT  0.99993616   -2 22 29.1
 SC2002;SPC WA S     -   336,039.45    812,968.40   sFT  0.99993616   -2 22 29.1
 SC2002;UTM  10      - 5,117,424.541   440,660.727   MT  0.99964328   -0 33 19.0
 SC2002
 SC2002                          SUPERSEDED SURVEY CONTROL
 SC2002
 SC2002  NAD 83(1986)-  46 12 28.12594(N)    123 46 09.19099(W) AD(       ) 4
 SC2002  NAD 27      -  46 12 28.74467(N)    123 46 04.68677(W) AD(       ) 3
 SC2002
 SC2002.Superseded values are not recommended for survey control.
 SC2002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2002.See file dsdata.txt to determine how the superseded data were derived.
 SC2002
 SC2002_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS4066117425(NAD 83)
 SC2002
 SC2002  HISTORY     - Date     Condition        Report By
 SC2002  HISTORY     - UNK      MONUMENTED
 SC2002  HISTORY     - 1958     SEE DESCRIPTION  CGS
 SC2002
 SC2002                          STATION DESCRIPTION
 SC2002
 SC2002'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (VRS)
 SC2002'STATION DESTROYED--
 SC2002'
 SC2002'THE STATION WHICH WAS AT THE WEST CORNER OF THE PIER AT THE
 SC2002'TONGUE POINT COAST GUARD BASE HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1758 ***********************************************************************
 QD1758  DESIGNATION -  BUR
 QD1758  PID         -  QD1758
 QD1758  STATE/COUNTY-  OR/JEFFERSON
 QD1758  USGS QUAD   -  SANDROCK MTN (1968)
 QD1758
 QD1758                         *CURRENT SURVEY CONTROL
 QD1758  ___________________________________________________________________
 QD1758* NAD 83(1991)-  44 44 31.35522(N)    120 23 30.19203(W)     ADJUSTED  
 QD1758* NAVD 88     -       824.8    (meters)    2706.     (feet)  VERTCON   
 QD1758  ___________________________________________________________________
 QD1758  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 QD1758  GEOID HEIGHT-         -20.47  (meters)                     GEOID03
 QD1758  HORZ ORDER  -  SECOND
 QD1758
 QD1758.The horizontal coordinates were established by classical geodetic methods
 QD1758.and adjusted by the National Geodetic Survey in October 1991.
 QD1758
 QD1758.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1758.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1758
 QD1758.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1758
 QD1758.The geoid height was determined by GEOID03.
 QD1758
 QD1758;                    North         East     Units Scale Factor Converg.
 QD1758;SPC OR N     -   119,503.424 2,508,575.086   MT  0.99992215   +0 04 36.4
 QD1758;SPC OR N     -   392,071.60  8,230,233.22   iFT  0.99992215   +0 04 36.4
 QD1758;UTM  10      - 4,957,604.946   706,493.421   MT  1.00012437   +1 50 12.0
 QD1758
 QD1758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1758!SPC OR N     -   0.99987390  x   0.99992215  =   0.99979606
 QD1758!UTM  10      -   0.99987390  x   1.00012437  =   0.99999826
 QD1758
 QD1758|---------------------------------------------------------------------|
 QD1758| PID    Reference Object                     Distance      Geod. Az  |
 QD1758|                                                           dddmmss.s |
 QD1758| CD7004 BUR RM 1                             12.036 METERS 03442     |
 QD1758| CD7003 BUR AZ MK                                          0995137.1 |
 QD1758| CD7005 BUR RM 2                              7.021 METERS 11749     |
 QD1758|---------------------------------------------------------------------|
 QD1758
 QD1758                          SUPERSEDED SURVEY CONTROL
 QD1758
 QD1758  NAD 83(1986)-  44 44 31.36386(N)    120 23 30.19045(W) AD(       ) 2
 QD1758  NAD 27      -  44 44 31.89000(N)    120 23 26.10600(W) AD(       ) 2
 QD1758  NGVD 29 (07/19/86)  823.7    (m)         2702.     (f) VERT ANG    3  
 QD1758
 QD1758.Superseded values are not recommended for survey control.
 QD1758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1758.See file dsdata.txt to determine how the superseded data were derived.
 QD1758
 QD1758_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGQ0649357605(NAD 83)
 QD1758_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QD1758_SETTING: 66 = SET IN ROCK OUTCROP
 QD1758
 QD1758  HISTORY     - Date     Condition        Report By
 QD1758  HISTORY     - 1946     MONUMENTED       CGS
 QD1758
 QD1758                          STATION DESCRIPTION
 QD1758
 QD1758'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 QD1758'THE STATION IS LOCATED ABOUT 17 MILES NORTHWEST OF MITCHELL, 1 MILE
 QD1758'SOUTH OF THE BURNT RANCH BUILDINGS, ABOUT 11 MILES WEST OF
 QD1758'TWICKENHAM, AND ABOUT 1/4 MILE WEST OF THE JEFFERSON-WHEELER
 QD1758'COUNTY LINE.  IT IS ON THE HIGHEST POINT OF THE RIDGE JUST WEST
 QD1758'OF THE SCHOOL WHICH IS NEAR THE MOUTH OF JOHN DAY GULCH.  IT IS 8
 QD1758'FEET NORTHWEST OF A JUNIPER TREE AND 60 FEET SOUTH-SOUTHWEST OF
 QD1758'A JUNIPER TREE WITH THE BRANCHES CUT OFF.  IT IS 3 FEET EAST OF
 QD1758'THE EDGE OF THE RIM AND SET 1 INCH BELOW THE SURFACE OF THE
 QD1758'GROUND.  THE MARK IS STAMPED--BUR 1946.
 QD1758'
 QD1758'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION AND APPROXIMATELY
 QD1758'3 FEET LOWER.  IT IS 20 FEET SOUTH-SOUTHWEST OF A JUNIPER TREE AND
 QD1758'6 FEET EAST OF THE EDGE OF THE RIM.  THE MARK IS STAMPED--BUR NO
 QD1758'1 1946 AND PROJECTS 4 INCHES.
 QD1758'
 QD1758'REFERENCE MARK NO. 2 IS SOUTHEAST OF AND APPROXIMATELY 6 FEET
 QD1758'LOWER THAN THE STATION.  THE MARK IS STAMPED--BUR NO 2 1946 AND
 QD1758'IS SET FLUSH WITH THE GROUND.
 QD1758'
 QD1758'THE AZIMUTH MARK IS EAST OF THE STATION, APPROXIMATELY 50 YARDS
 QD1758'WEST OF A DRY WASH, AND 10 FEET EAST OF THE CENTER LINE OF THE
 QD1758'TRACK ROAD.  THE MARK IS STAMPED--BUR 1946 AND PROJECTS 2 INCHES.
 QD1758'
 QD1758'SUBSTITUTE STATION IS P.P. 105V-103A AND IS A LARGE JUNIPER TREE
 QD1758'ON THE EDGE OF THE RIM.
 QD1758'
 QD1758'TO REACH THE STATION FROM THE POST OFFICE IN MITCHELL, GO WEST ON
 QD1758'STATE HIGHWAY 28 FOR 4.3 MILES TO A SIDE ROAD RIGHT, JUST BEFORE
 QD1758'CROSSING A COVERED BRIDGE.  HERE TURN RIGHT AND FOLLOW THE MAIN
 QD1758'TRAVELED ROAD FOR 11.8 MILES TO A FORK AT A BRIDGE OVER BYRDS
 QD1758'CREEK.  TURN LEFT ACROSS THE BRIDGE AND CONTINUE FOR 5.1 MILES TO
 QD1758'AN OLD SCHOOL HOUSE ON THE LEFT.  HERE TURN LEFT AND FOLLOW A
 QD1758'TRACK ROAD SOUTHWEST UP A SMALL CANYON FOR 0.4 MILE TO A FORK AND
 QD1758'THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  HERE TAKE RIGHT
 QD1758'FORK AND FOLLOW A DIM TRACK ROAD UP THE CANYON FOR 0.45 MILE TO
 QD1758'A SMALL JUNIPER TREE ON THE LEFT AND THE END OF TRUCK TRAVEL.
 QD1758'FROM HERE PACK NORTHWEST UP A RIDGE TO A SADDLE JUST NORTH OF
 QD1758'A ROCKY PEAK.  TURN RIGHT UP THE RIDGE TO THE TOP OF THE
 QD1758'HILL AND STATION SITE.  ABOUT A 30-MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2065 ***********************************************************************
 QE2065  DESIGNATION -  BURBANK
 QE2065  PID         -  QE2065
 QE2065  STATE/COUNTY-  OR/POLK
 QE2065  USGS QUAD   -  KINGS VALLEY (1984)
 QE2065
 QE2065                         *CURRENT SURVEY CONTROL
 QE2065  ___________________________________________________________________
 QE2065* NAD 83(1991)-  44 44 32.53814(N)    123 27 13.25256(W)     ADJUSTED  
 QE2065* NAVD 88     -       131.     (meters)     430.     (feet)  VERTCON   
 QE2065  ___________________________________________________________________
 QE2065  LAPLACE CORR-          -5.68  (seconds)                    DEFLEC99
 QE2065  GEOID HEIGHT-         -21.87  (meters)                     GEOID03
 QE2065  HORZ ORDER  -  SECOND
 QE2065
 QE2065.The horizontal coordinates were established by classical geodetic methods
 QE2065.and adjusted by the National Geodetic Survey in October 1991.
 QE2065
 QE2065.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE2065.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE2065
 QE2065.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2065
 QE2065.The geoid height was determined by GEOID03.
 QE2065
 QE2065;                    North         East     Units Scale Factor Converg.
 QE2065;SPC OR N     -   123,809.566 2,266,140.623   MT  0.99992210   -2 05 41.0
 QE2065;SPC OR N     -   406,199.36  7,434,844.56   iFT  0.99992210   -2 05 41.0
 QE2065;UTM  10      - 4,954,431.908   464,083.097   MT  0.99961586   -0 19 09.7
 QE2065
 QE2065!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2065!SPC OR N     -   0.99998289  x   0.99992210  =   0.99990499
 QE2065!UTM  10      -   0.99998289  x   0.99961586  =   0.99959875
 QE2065
 QE2065                          SUPERSEDED SURVEY CONTROL
 QE2065
 QE2065  NAD 83(1986)-  44 44 32.56430(N)    123 27 13.27124(W) AD(       ) 2
 QE2065  NAD 27      -  44 44 33.13780(N)    123 27 08.89828(W) AD(       ) 2
 QE2065  NGVD 29 (07/19/86)  130.     (m)          427.     (f) VERT ANG    3  
 QE2065
 QE2065.Superseded values are not recommended for survey control.
 QE2065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2065.See file dsdata.txt to determine how the superseded data were derived.
 QE2065
 QE2065_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ6408354432(NAD 83)
 QE2065
 QE2065  HISTORY     - Date     Condition        Report By
 QE2065  HISTORY     - 1972     MONUMENTED       OR-053
 QE2065
 QE2065                          STATION DESCRIPTION
 QE2065
 QE2065'DESCRIBED BY POLK COUNTY OREGON 1972 (RB)
 QE2065'THE STATION IS LOCATED IN POLK COUNTY, OREGON, IN THE NORTHEAST
 QE2065'QUARTER OF THE SOUTHWEST QUARTER OF SECTION 32, TOWNSHIP 9 SOUTH,
 QE2065'RANGE 6 WEST OF THE WILLAMETTE MERIDIAN.
 QE2065'
 QE2065'TO REACH THE STATION FROM THE INTERSECTION OF MAIN AND WASHINGTON
 QE2065'STREETS IN DALLAS.  TRAVEL WEST AND SOUTH ON STATE HIGHWAY 223,
 QE2065'16.2 MILES (SOUTHWEST OF PEDEE) TO THE STATION.  STATION BURBANK
 QE2065'IS ON THE RIGHT (WEST) SIDE OF THE ROAD.
 QE2065'
 QE2065'THE STATION IS A 12 IN CONCRETE MONUMENT WITH A POLK COUNTY BRASS
 QE2065'CAP STAMPED BURBANK 32 CA 9 6 1972, SET FLUSH WITH THE GROUND.  AN
 QE2065'UNDERGROUND STATION WHICH IS A 1 IN IRON ROD.  IT IS LOCATED 2
 QE2065'FEET EAST OF A NORTH-SOUTH FENCE.
 QE2065'
 QE2065'R.M. 1 IS A 5/8 IN X 30 IN REBAR WITH A POLK COUNTY ALUMINUM CAP
 QE2065'SET FLUSH WITH THE GROUND, 1 FOOT WEST OF A NORTH-SOUTH FENCE.
 QE2065'
 QE2065'R.M. 2 IS A 5/8 IN X 30 IN REBAR WITH A POLK COUNTY ALUMINUM CAP
 QE2065'SET FLUSH WITH THE GROUND, 1 FOOT WEST OF A NORTH-SOUTH FENCE.
 QE2065'
 QE2065'HEIGHT OF LIGHT ABOVE STATION MARK 1.48 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC1002 ***********************************************************************
 PC1002  DESIGNATION -  BURG
 PC1002  PID         -  PC1002
 PC1002  STATE/COUNTY-  OR/DOUGLAS
 PC1002  USGS QUAD   -  ROSEBURG EAST (1987)
 PC1002
 PC1002                         *CURRENT SURVEY CONTROL
 PC1002  ___________________________________________________________________
 PC1002* NAD 83(1991)-  43 09 40.98286(N)    123 19 08.23753(W)     ADJUSTED  
 PC1002* NAVD 88     -       609.8    (meters)    2001.     (feet)  VERTCON   
 PC1002  ___________________________________________________________________
 PC1002  LAPLACE CORR-           2.53  (seconds)                    DEFLEC99
 PC1002  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 PC1002  HORZ ORDER  -  SECOND
 PC1002
 PC1002.The horizontal coordinates were established by classical geodetic methods
 PC1002.and adjusted by the National Geodetic Survey in October 1991.
 PC1002
 PC1002.The NAVD 88 height was computed by applying the VERTCON shift value to
 PC1002.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PC1002
 PC1002.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC1002
 PC1002.The geoid height was determined by GEOID03.
 PC1002
 PC1002;                    North         East     Units Scale Factor Converg.
 PC1002;SPC OR S     -   169,894.282 1,270,809.636   MT  0.99989462   -1 55 42.9
 PC1002;SPC OR S     -   557,395.94  4,169,322.95   iFT  0.99989462   -1 55 42.9
 PC1002;UTM  10      - 4,778,785.852   474,070.649   MT  0.99960827   -0 13 05.5
 PC1002
 PC1002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC1002!SPC OR S     -   0.99990811  x   0.99989462  =   0.99980274
 PC1002!UTM  10      -   0.99990811  x   0.99960827  =   0.99951642
 PC1002
 PC1002|---------------------------------------------------------------------|
 PC1002| PID    Reference Object                     Distance      Geod. Az  |
 PC1002|                                                           dddmmss.s |
 PC1002| PC1011 BURG RM                              10.233 METERS 29245     |
 PC1002| PC1007 ROSEBURG LATITUDE STATION           APPROX. 6.2 KM 3320933.2 |
 PC1002|---------------------------------------------------------------------|
 PC1002
 PC1002                          SUPERSEDED SURVEY CONTROL
 PC1002
 PC1002  NAD 83(1986)-  43 09 40.98088(N)    123 19 08.25907(W) AD(       ) 2
 PC1002  NAD 27      -  43 09 41.55800(N)    123 19 04.01100(W) AD(       ) 2
 PC1002  NGVD 29 (07/19/86)  608.7    (m)         1997.     (f) VERT ANG    3  
 PC1002
 PC1002.Superseded values are not recommended for survey control.
 PC1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC1002.See file dsdata.txt to determine how the superseded data were derived.
 PC1002
 PC1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN7407178786(NAD 83)
 PC1002
 PC1002  HISTORY     - Date     Condition        Report By
 PC1002  HISTORY     - 1904     MONUMENTED       CGS
 PC1002  HISTORY     - 1942     SEE DESCRIPTION  CGS
 PC1002
 PC1002                          STATION DESCRIPTION
 PC1002
 PC1002'DESCRIBED BY COAST AND GEODETIC SURVEY 1904 (OBF)
 PC1002'ON A HIGH, BALD SUMMIT ABOUT 3 MILES SOUTHEAST OF ROSEBURG.  AS
 PC1002'SEEN FROM THE IRON BRIDGE OVER THE RIVER JUST WEST OF THE RAILROAD
 PC1002'STATION, IT IS THE HIGHEST AND MOST DISTANT PEAK VISIBLE UP A SMALL
 PC1002'VALLEY.  THE STATION IS MARKED BY AN OLD-TYPE BRONZE TABLET SET IN
 PC1002'A BOULDER AS DESCRIBED IN NOTE 17.  THE UNDERGROUND MARK IS A
 PC1002'COPPER BOLT IN A BLOCK OF CONCRETE.  A REFERENCE MARK CONSISTING OF
 PC1002'A COPPER BOLT SET IN A BOULDER WHICH IS JUST OVER THE EDGE OF
 PC1002'THE HILL, NOTE 19, IS 10.24 METERS (33.6 FEET) FROM THE
 PC1002'STATION IN AZIMUTH 112 DEG 45 MIN.
 PC1002
 PC1002                          STATION RECOVERY (1942)
 PC1002
 PC1002'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (EBP)
 PC1002'SURFACE AND SUBSURFACE MARKS HAVE BEEN LOST.  A LARGE DEPRESSION
 PC1002'WAS FOUND BY MEASURING FROM THE ONE REFERENCE MARK, A COPPER BOLT
 PC1002'IN OUTCROP, AND NO EVIDENCE WAS FOUND OF EITHER MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC1003 ***********************************************************************
 PC1003  DESIGNATION -  BURG 2
 PC1003  PID         -  PC1003
 PC1003  STATE/COUNTY-  OR/DOUGLAS
 PC1003  USGS QUAD   -  ROSEBURG EAST (1987)
 PC1003
 PC1003                         *CURRENT SURVEY CONTROL
 PC1003  ___________________________________________________________________
 PC1003* NAD 83(1991)-  43 09 40.98072(N)    123 19 08.24478(W)     ADJUSTED  
 PC1003* NAVD 88     -       610.2    (meters)    2002.     (feet)  VERTCON   
 PC1003  ___________________________________________________________________
 PC1003  LAPLACE CORR-           2.53  (seconds)                    DEFLEC99
 PC1003  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 PC1003  HORZ ORDER  -  SECOND
 PC1003
 PC1003.The horizontal coordinates were established by classical geodetic methods
 PC1003.and adjusted by the National Geodetic Survey in October 1991.
 PC1003
 PC1003.The NAVD 88 height was computed by applying the VERTCON shift value to
 PC1003.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PC1003
 PC1003.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC1003
 PC1003.The geoid height was determined by GEOID03.
 PC1003
 PC1003;                    North         East     Units Scale Factor Converg.
 PC1003;SPC OR S     -   169,894.222 1,270,809.470   MT  0.99989462   -1 55 42.9
 PC1003;SPC OR S     -   557,395.74  4,169,322.41   iFT  0.99989462   -1 55 42.9
 PC1003;UTM  10      - 4,778,785.787   474,070.485   MT  0.99960827   -0 13 05.5
 PC1003
 PC1003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC1003!SPC OR S     -   0.99990805  x   0.99989462  =   0.99980268
 PC1003!UTM  10      -   0.99990805  x   0.99960827  =   0.99951636
 PC1003
 PC1003|---------------------------------------------------------------------|
 PC1003| PID    Reference Object                     Distance      Geod. Az  |
 PC1003|                                                           dddmmss.s |
 PC1003| CD9149 BURG 2 RM 1                          13.385 METERS 20724     |
 PC1003| PC1013 SEATTLE SAN FRANCISCO BCN 40 A      APPROX. 7.3 KM 2181626.3 |
 PC1003| CD9151 BURG 2 RM 2                          12.351 METERS 23619     |
 PC1003| CD9150 W 248                                              2515331.7 |
 PC1003| PC1011 BURG RM                              10.108 METERS 29327     |
 PC1003| PC1009 SEATTLE SAN FRANCISCO BCN 40 B      APPROX. 6.3 KM 3302828.9 |
 PC1003|---------------------------------------------------------------------|
 PC1003
 PC1003                          SUPERSEDED SURVEY CONTROL
 PC1003
 PC1003  NAD 83(1986)-  43 09 40.97874(N)    123 19 08.26632(W) AD(       ) 2
 PC1003  NAD 27      -  43 09 41.55800(N)    123 19 04.01700(W) AD(       ) 2
 PC1003  NGVD 29 (07/19/86)  609.1    (m)         1998.     (f) VERT ANG    3  
 PC1003
 PC1003.Superseded values are not recommended for survey control.
 PC1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC1003.See file dsdata.txt to determine how the superseded data were derived.
 PC1003
 PC1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN7407078786(NAD 83)
 PC1003_MARKER: Z = SEE DESCRIPTION
 PC1003_SETTING: 0 = UNSPECIFIED SETTING
 PC1003
 PC1003  HISTORY     - Date     Condition        Report By
 PC1003  HISTORY     - 1942     MONUMENTED       CGS
 PC1003  HISTORY     - 1953     SEE DESCRIPTION  CGS
 PC1003
 PC1003                          STATION DESCRIPTION
 PC1003
 PC1003'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (EHB)
 PC1003'THE STATION IS ABOUT 4 MILES SSE OF THE CENTER OF ROSEBURG ON A
 PC1003'HIGH BALD, GRASSY HILL WHICH IS THE HIGHEST POINT IN THE IMMEDIATE
 PC1003'VICINITY.  THIS POINT IS ABOUT 2-3/4 MILES E OF U.S. HIGHWAY 99.
 PC1003'
 PC1003'THE STATION MARK IS A BRONZE DISK ON THE TOP OF A 2-INCH CAST-IRON
 PC1003'SOIL PIPE WHICH PROJECTS 10 INCHES AND IS STAMPED BURG 2 1942.
 PC1003'
 PC1003'NO UNDERGROUND MARK WAS ESTABLISHED.
 PC1003'
 PC1003'REFERENCE MARK NO.1 IS A BRONZE DISK CEMENTED IN A DRILL HOLE
 PC1003'IN OUTCROPPING BEDROCK WHICH IS FLUSH AND 1 FOOT LOWER THAN THE
 PC1003'STATION MARK, STAMPED BURG 2 NO.1 1942.
 PC1003'
 PC1003'REFERENCE MARK NO.2 IS A BRONZE DISK CEMENTED IN A DRILL HOLE IN
 PC1003'OUTCROPPING BEDROCK WHICH IS 3 FEET LOWER THAN THE STATION
 PC1003'MARK.  IT IS STAMPED BURG 2 NO.2 1942.
 PC1003'
 PC1003'AN OLD REFERENCE MARK CONSISTING OF A BLANK CARTRIDGE EMBEDDED
 PC1003'IN ROCK OUTCROP WAS RECOVERED AND FOUND TO BE IN GOOD
 PC1003'CONDITION.  IT IS ABOUT 5 FEET LOWER THAN THE STATION MARK.
 PC1003'
 PC1003'THE AZIMUTH MARK IS AN OREGON STATE HIGHWAY BENCH MARK CEMENTED
 PC1003'IN A DRILL HOLE IN THE SW END OF A RAILROAD OVERPASS ON
 PC1003'U.S. HIGHWAY 99 AND 4.8 MILES S OF THE POST OFFICE IN
 PC1003'ROSEBURG.  IT IS STAMPED 1937 538 FEET W 248.
 PC1003'
 PC1003'TO REACH THE STATION FROM THE DOUGLAS COUNTY COURTHOUSE IN
 PC1003'ROSEBURG GO E ON EAST DOUGLAS STREET 2.1 MILES TO A T-ROAD S
 PC1003'ACROSS A BRIDGE AND A MAIL BOX ON THE RIGHT WITH SIGN
 PC1003'D.M.DAWSON.  TURN RIGHT, S, AND GO 1.5 MILES TO THE DAWSON
 PC1003'RANCH.  FROM THE RANCH YARD PACK SOUTHERLY THROUGH CORRALS THENCE
 PC1003'SOUTHWESTERLY ON AN OLD TRAIL UP A RIDGE ALONG A FENCE TO THE
 PC1003'SUMMIT OF THE MAIN DIVIDE.  THENCE PACK SOUTHERLY ON A WELL
 PC1003'DEFINED TRAIL ALONG THE E SIDE OF A FENCE LINE FOR ABOUT 2
 PC1003'MILES TO THE TOP AND STATION.  A 1-HOUR AND 40-MINUTE PACK.
 PC1003'
 PC1003'A 4-FOOT STAND WAS USED FOR OBSERVATIONS.
 PC1003
 PC1003                          STATION RECOVERY (1953)
 PC1003
 PC1003'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CTH)
 PC1003'STATION WAS RECOVERED AND FOUND AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1677 ***********************************************************************
 QD1677  DESIGNATION -  BURLEIGH
 QD1677  PID         -  QD1677
 QD1677  STATE/COUNTY-  OR/DESCHUTES
 QD1677  USGS QUAD   -  BEND (1981)
 QD1677
 QD1677                         *CURRENT SURVEY CONTROL
 QD1677  ___________________________________________________________________
 QD1677* NAD 83(1991)-  44 01 42.18708(N)    121 19 10.90615(W)     ADJUSTED  
 QD1677* NAVD 88     -      1154.8    (meters)    3789.     (feet)  VERTCON   
 QD1677  ___________________________________________________________________
 QD1677  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 QD1677  GEOID HEIGHT-         -20.86  (meters)                     GEOID03
 QD1677  HORZ ORDER  -  SECOND
 QD1677
 QD1677.The horizontal coordinates were established by classical geodetic methods
 QD1677.and adjusted by the National Geodetic Survey in October 1991.
 QD1677
 QD1677.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1677.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1677
 QD1677.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1677
 QD1677.The geoid height was determined by GEOID03.
 QD1677
 QD1677;                    North         East     Units Scale Factor Converg.
 QD1677;SPC OR S     -   262,679.248 1,434,287.211   MT  1.00000734   -0 33 38.9
 QD1677;SPC OR S     -   861,808.56  4,705,666.70   iFT  1.00000734   -0 33 38.9
 QD1677;UTM  10      - 4,876,398.033   634,653.310   MT  0.99982300   +1 10 04.8
 QD1677
 QD1677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1677!SPC OR S     -   0.99982223  x   1.00000734  =   0.99982957
 QD1677!UTM  10      -   0.99982223  x   0.99982300  =   0.99964526
 QD1677
 QD1677|---------------------------------------------------------------------|
 QD1677| PID    Reference Object                     Distance      Geod. Az  |
 QD1677|                                                           dddmmss.s |
 QD1677| CF4176 BURLEIGH RM 1                        34.918 METERS 06136     |
 QD1677| CF4175 BURLEIGH AZ MK                                     0894503.2 |
 QD1677| CF4177 BURLEIGH RM 2                        12.615 METERS 13300     |
 QD1677|---------------------------------------------------------------------|
 QD1677
 QD1677                          SUPERSEDED SURVEY CONTROL
 QD1677
 QD1677  NAD 83(1986)-  44 01 42.19292(N)    121 19 10.91158(W) AD(       ) 2
 QD1677  NAD 27      -  44 01 42.77400(N)    121 19 06.79900(W) AD(       ) 2
 QD1677  NGVD 29 (07/19/86) 1153.6    (m)         3785.     (f) VERT ANG    3  
 QD1677
 QD1677.Superseded values are not recommended for survey control.
 QD1677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1677.See file dsdata.txt to determine how the superseded data were derived.
 QD1677
 QD1677_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP3465376398(NAD 83)
 QD1677
 QD1677  HISTORY     - Date     Condition        Report By
 QD1677  HISTORY     - 1945     MONUMENTED       CGS
 QD1677  HISTORY     - 1959     SEE DESCRIPTION  USGS
 QD1677
 QD1677                          STATION DESCRIPTION
 QD1677
 QD1677'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (CAG)
 QD1677'THE STATION IS LOCATED IN A SMALL LEVEL FIELD ABOUT 0.2 MILE,
 QD1677'AIRLINE, SOUTH OF BEND.  IT IS ON PROPERTY OWNED BY
 QD1677'MR. W.G. BURLEIGH, WHO LIVES IN THE FIRST HOUSE NORTH OF THE
 QD1677'CROSSROADS.  IT IS 206.8 FEET SOUTHWEST OF THE CENTER OF THE
 QD1677'INTERSECTION OF A CROSSROADS, 165 FEET SOUTH OF THE CENTER OF A
 QD1677'GRAVEL ROAD AND 123 FEET WEST OF THE CENTER OF A GRAVEL ROAD.
 QD1677'IT IS 13 INCHES BELOW THE GROUND SURFACE AND IS STAMPED BURLEIGH
 QD1677'1945.
 QD1677'
 QD1677'REFERENCE MARK NO. 1 IS A STANDARD DISK BRAZED TO THE TOP OF A
 QD1677'2 INCH CAST IRON SOIL PIPE THAT PROJECTS 4 INCHES.  IT IS 2 FEET
 QD1677'EAST OF A FENCE LINE AND 22 FEET EAST OF CENTER OF A GRAVEL
 QD1677'ROAD.  IT IS STAMPED BURLEIGH NO 1 1945.
 QD1677'
 QD1677'REFERENCE MARK NO. 2 IS A STANDARD DISK BRAZED TO THE TOP OF A
 QD1677'2 INCH CAST IRON SOIL PIPE THAT PROJECTS 4 INCHES.  IT IS IN THE
 QD1677'NORTHEAST CORNER OF A BARNYARD FENCE.  IT IS 93 FEET WEST OF THE
 QD1677'CENTER LINE OF A GRAVEL ROAD.  IT IS STAMPED BURLEIGH NO 2 1945.
 QD1677'
 QD1677'AZIMUTH MARK IS SET IN A BOULDER THAT IS FLUSH WITH THE GROUND
 QD1677'SURFACE.  IT IS 150 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD AND
 QD1677'10.5 FEET WEST OF A IRRIGATION TROUGH.  TO REACH FROM THE STATION
 QD1677'FOLLOW THE DESCRIPTION BACK 0.3 MILE TO THE AZIMUTH MARK ON THE
 QD1677'RIGHT AS DESCRIBED.
 QD1677'
 QD1677'TO REACH FROM THE POST OFFICE IN BEND, GO EAST ON U.S. HIGHWAY
 QD1677'NO. 97, WHICH IS FRANKLIN AVENUE, FOR 2.7 MILES TO A CROSS
 QD1677'STREET.  TURN RIGHT, WEST, AND GO 0.35 MILE TO A CROSS ROAD AND
 QD1677'THE STATION AS DESCRIBED.
 QD1677
 QD1677                          STATION RECOVERY (1959)
 QD1677
 QD1677'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 QD1677'STATION WAS NOT RECOVERED.
 QD1677'
 QD1677'A BUILDING HAS BEEN PUT UP IN THE CORNER LOT.  THE LOCAL
 QD1677'DESCRIPTIVE DISTANCES INDICATE THE BURIED STATION MARK IS IN THE
 QD1677'BACK YARD.  IT IS PROBABLY STILL THERE.
 QD1677'
 QD1677'REFERENCE MARK 2 WAS NOT FOUND.
 QD1677'
 QD1677'REFERENCE MARK 1 WAS FOUND NEAR THE CENTER OF A DRIVEWAY 22 FEET
 QD1677'WEST OF THE N-S ROAD.  THE TABLET IS NO LONGER ATTACHED TO THE
 QD1677'IRON SOIL PIPE BENEATH IT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1919 ***********************************************************************
 QE1919  DESIGNATION -  BURLY
 QE1919  PID         -  QE1919
 QE1919  STATE/COUNTY-  OR/POLK
 QE1919  USGS QUAD   -  SALEM WEST (1986)
 QE1919
 QE1919                         *CURRENT SURVEY CONTROL
 QE1919  ___________________________________________________________________
 QE1919* NAD 83(1991)-  44 57 00.22631(N)    123 04 42.36489(W)     ADJUSTED  
 QE1919* NAVD 88     -       106.9    (meters)     351.     (feet)  VERTCON   
 QE1919  ___________________________________________________________________
 QE1919  LAPLACE CORR-          -7.18  (seconds)                    DEFLEC99
 QE1919  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 QE1919  HORZ ORDER  -  SECOND
 QE1919
 QE1919.The horizontal coordinates were established by classical geodetic methods
 QE1919.and adjusted by the National Geodetic Survey in October 1991.
 QE1919
 QE1919.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE1919.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE1919
 QE1919.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE1919
 QE1919.The geoid height was determined by GEOID03.
 QE1919
 QE1919;                    North         East     Units Scale Factor Converg.
 QE1919;SPC OR N     -   145,858.993 2,296,576.580   MT  0.99990183   -1 49 42.9
 QE1919;SPC OR N     -   478,540.00  7,534,700.07   iFT  0.99990183   -1 49 42.9
 QE1919;UTM  10      - 4,977,406.034   493,812.779   MT  0.99960047   -0 03 19.5
 QE1919
 QE1919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE1919!SPC OR N     -   0.99998680  x   0.99990183  =   0.99988863
 QE1919!UTM  10      -   0.99998680  x   0.99960047  =   0.99958728
 QE1919
 QE1919:                Primary Azimuth Mark                     Grid Az
 QE1919:SPC OR N     -  CRESCENT                                 090 37 47.7
 QE1919:UTM  10      -  CRESCENT                                 088 51 24.3
 QE1919
 QE1919|---------------------------------------------------------------------|
 QE1919| PID    Reference Object                     Distance      Geod. Az  |
 QE1919|                                                           dddmmss.s |
 QE1919| QE1920 CRESCENT                            APPROX. 0.8 KM 0884804.8 |
 QE1919|---------------------------------------------------------------------|
 QE1919
 QE1919                          SUPERSEDED SURVEY CONTROL
 QE1919
 QE1919  NAD 83(1986)-  44 57 00.25058(N)    123 04 42.38003(W) AD(       ) 2
 QE1919  NAD 27      -  44 57 00.82080(N)    123 04 38.02955(W) AD(       ) 2
 QE1919  NGVD 29 (07/19/86)  105.9    (m)          347.     (f) VERT ANG    3  
 QE1919
 QE1919.Superseded values are not recommended for survey control.
 QE1919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1919.See file dsdata.txt to determine how the superseded data were derived.
 QE1919
 QE1919_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ9381377406(NAD 83)
 QE1919_MARKER: Z = SEE DESCRIPTION
 QE1919_SETTING: 0 = UNSPECIFIED SETTING
 QE1919_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE1919
 QE1919  HISTORY     - Date     Condition        Report By
 QE1919  HISTORY     - 1971     MONUMENTED       OR1810
 QE1919  HISTORY     - 19961005 MARK NOT FOUND   USPSQD
 QE1919
 QE1919                          STATION DESCRIPTION
 QE1919
 QE1919'DESCRIBED BY CITY OF SALEM OREGON 1971 (LGH)
 QE1919'THE STATION IS ABOUT 2.5 MILES NORTHWEST OF SALEM IN THE NE 1/4
 QE1919'OF SEC. 20, T7S R3W.
 QE1919'
 QE1919'TO REACH THE STATION FROM THE INTERSECTION OF WALLACE ROAD AND
 QE1919'EDGEWATER STREET, GO NORTHWESTERLY IN WALLACE ROAD 0.4 MILE TO
 QE1919'THE INTERSECTION OF GLEN CREEK ROAD, TURN LEFT ON GLEN CREEK ROAD
 QE1919'AND GO 1.4 MILES TO THE INTERSECTION OF GLEN CREEK ROAD AND BURLY
 QE1919'ROAD, TURN LEFT ON BURLY ROAD.  THE STATION IS 400 FEET SOUTH OF
 QE1919'INTERSECTION ON THE LEFT SIDE OF ROAD.
 QE1919'
 QE1919'THE STATION MARK IS A CITY OF SALEM BRASS DISK STAMPED BURLY
 QE1919'1971, SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE POST AND
 QE1919'IS ABOUT LEVEL WITH THE GROUND SURFACE.  THE STATION IS 37 FEET
 QE1919'NE OF POWER POLE NUMBER C 73-20, 6859, 2.7 FEET W OF FENCE LINE
 QE1919'AND 3 FEET W OF A METAL WITNESS POST.  THE UNDERGROUND MARK IS AN
 QE1919'ALUMINUM CAP ON AN IRON ROD SET IN A 6 INCH CYLINDRICAL CONCRETE
 QE1919'POST ABOUT 36 INCHES BELOW THE GROUND SURFACE.
 QE1919'
 QE1919'HEIGHT OF LIGHT ABOVE STATION MARK 1.56 METERS.
 QE1919
 QE1919                          STATION RECOVERY (1996)
 QE1919
 QE1919'RECOVERY NOTE BY US POWER SQUADRON 1996
 QE1919'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2220 ***********************************************************************
 QE2220  DESIGNATION -  BURMA CURVE PI SPRR
 QE2220  PID         -  QE2220
 QE2220  STATE/COUNTY-  OR/LANE
 QE2220  USGS QUAD   -  EUGENE WEST (1986)
 QE2220
 QE2220                         *CURRENT SURVEY CONTROL
 QE2220  ___________________________________________________________________
 QE2220* NAD 83(1991)-  44 04 54.15248(N)    123 08 52.30566(W)     ADJUSTED  
 QE2220* NAVD 88     -       121.3    (meters)     398.     (feet)  VERTCON   
 QE2220  ___________________________________________________________________
 QE2220  LAPLACE CORR-          -2.83  (seconds)                    DEFLEC99
 QE2220  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 QE2220  HORZ ORDER  -  SECOND
 QE2220
 QE2220.The horizontal coordinates were established by classical geodetic methods
 QE2220.and adjusted by the National Geodetic Survey in October 1991.
 QE2220
 QE2220.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE2220.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE2220
 QE2220.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2220
 QE2220.The geoid height was determined by GEOID03.
 QE2220
 QE2220;                    North         East     Units Scale Factor Converg.
 QE2220;SPC OR S     -   271,635.246 1,287,947.401   MT  1.00002179   -1 48 41.5
 QE2220;SPC OR S     -   891,191.75  4,225,549.22   iFT  1.00002179   -1 48 41.5
 QE2220;UTM  10      - 4,880,958.774   488,161.522   MT  0.99960172   -0 06 10.3
 QE2220
 QE2220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2220!SPC OR S     -   0.99998462  x   1.00002179  =   1.00000641
 QE2220!UTM  10      -   0.99998462  x   0.99960172  =   0.99958635
 QE2220
 QE2220                          SUPERSEDED SURVEY CONTROL
 QE2220
 QE2220  NAD 83(1986)-  44 04 54.16746(N)    123 08 52.33224(W) AD(       ) 2
 QE2220  NAD 27      -  44 04 54.72064(N)    123 08 48.01154(W) AD(       ) 2
 QE2220  NGVD 29 (07/19/86)  120.2    (m)          394.     (f) VERT ANG    3  
 QE2220
 QE2220.Superseded values are not recommended for survey control.
 QE2220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2220.See file dsdata.txt to determine how the superseded data were derived.
 QE2220
 QE2220_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP8816280959(NAD 83)
 QE2220_MARKER: B = BOLT
 QE2220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE2220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE2220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE2220+STABILITY: SURFACE MOTION
 QE2220
 QE2220  HISTORY     - Date     Condition        Report By
 QE2220  HISTORY     - 1970     MONUMENTED       OR-039
 QE2220
 QE2220                          STATION DESCRIPTION
 QE2220
 QE2220'DESCRIBED BY LANE COUNTY OREGON 1970 (FLI)
 QE2220'THE STATION IS LOCATED IN THE NORTHWEST PART OF EUGENE AND IN THE
 QE2220'NORTHWEST END OF THE SOUTHERN PACIFIC RAILROAD YARD.
 QE2220'
 QE2220'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 99
 QE2220'(6TH STREET) AND WILLAMETTE STREET IN EUGENE, GO WEST AND NORTHWEST
 QE2220'ON U.S. HIGHWAY 99 FOR 3.9 MILES TO A SIDE STREET RIGHT.  TURN
 QE2220'RIGHT AND GO SOUTHEAST ON BETHEL DRIVE FOR 0.1 MILE TO A SIDE ROAD
 QE2220'LEFT.  TURN LEFT AND GO EAST AND NORTH FOR 0.15 MILE TO A SIDE
 QE2220'ROAD RIGHT.  TURN RIGHT AND GO EAST, CROSSING SEVERAL
 QE2220'RAILROAD TRACKS, FOR 0.05 MILE TO A Y-FORK AND THE STATION ON
 QE2220'THE LEFT.
 QE2220'
 QE2220'THE STATION MARK IS A CENTER-PUNCHED, SQUARE-HEADED BOLT SET IN THE
 QE2220'TOP OF A CYLINDRICAL, CONCRETE POST THAT IS 10 INCHES IN DIAMETER
 QE2220'AND IS FLUSH WITH THE GROUND.  IT IS 100 FEET NORTH OF THE Y-FORK,
 QE2220'82 FEET NORTH OF A STOP SIGN THAT IS FACING SOUTHEAST, 34 FEET
 QE2220'NORTHEAST OF THE CENTER OF A RAILROAD TRACK AND 27 FEET SOUTHWEST
 QE2220'OF THE CENTER OF A RAILROAD TRACK.
 QE2220'
 QE2220'REFERENCE MARKS AND AN AZIMUTH MARK WERE NOT ESTABLISHED FOR THIS
 QE2220'STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2704 ***********************************************************************
 RD2704  DESIGNATION -  BURN
 RD2704  PID         -  RD2704
 RD2704  STATE/COUNTY-  OR/MARION
 RD2704  USGS QUAD   -  ST PAUL (1985)
 RD2704
 RD2704                         *CURRENT SURVEY CONTROL
 RD2704  ___________________________________________________________________
 RD2704* NAD 83(1991)-  45 09 03.50361(N)    122 52 48.77657(W)     ADJUSTED  
 RD2704* NAVD 88     -        60.72   (+/-2cm)     199.2    (feet)  VERTCON   
 RD2704  ___________________________________________________________________
 RD2704  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 RD2704  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 RD2704  HORZ ORDER  -  FIRST
 RD2704  VERT ORDER  -  THIRD ? (See Below)
 RD2704
 RD2704.The horizontal coordinates were established by classical geodetic methods
 RD2704.and adjusted by the National Geodetic Survey in October 1991.
 RD2704
 RD2704.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD2704.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD2704.The vertical order pertains to the NGVD 29 superseded value.
 RD2704
 RD2704.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2704
 RD2704.The geoid height was determined by GEOID03.
 RD2704
 RD2704;                    North         East     Units Scale Factor Converg.
 RD2704;SPC OR N     -   167,694.816 2,312,867.829   MT  0.99989463   -1 41 16.9
 RD2704;SPC OR N     -   550,179.84  7,588,149.05   iFT  0.99989463   -1 41 16.9
 RD2704;UTM  10      - 4,999,728.813   509,416.008   MT  0.99960109   +0 05 05.7
 RD2704
 RD2704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2704!SPC OR N     -   0.99999408  x   0.99989463  =   0.99988871
 RD2704!UTM  10      -   0.99999408  x   0.99960109  =   0.99959518
 RD2704
 RD2704|---------------------------------------------------------------------|
 RD2704| PID    Reference Object                     Distance      Geod. Az  |
 RD2704|                                                           dddmmss.s |
 RD2704| CE2360 BURN RM 1                            11.243 METERS 03012     |
 RD2704| RD2647 WOODBURN RAD STA KWRC MAST          APPROX. 3.6 KM 0401750.7 |
 RD2704| RD2645 WOODBURN WEST MUN TANK              APPROX. 2.1 KM 1212143.7 |
 RD2704| RD2661 MT ANGEL ST BENEDICT E TANK         APPROX.13.4 KM 1411545.6 |
 RD2704| RD2662 MT ANGEL ST BENEDICT W TANK         APPROX.13.0 KM 1414254.4 |
 RD2704| RD2698 WOODBURN                            APPROX. 2.0 KM 1910401.6 |
 RD2704| RD2687 GERVAIS SACRED HEART CATH CH        APPROX. 4.9 KM 1993934.0 |
 RD2704| RD2705 N 569                                76.587 METERS 27839     |
 RD2704| CE2361 BURN RM 2                            15.855 METERS 30923     |
 RD2704|---------------------------------------------------------------------|
 RD2704
 RD2704                          SUPERSEDED SURVEY CONTROL
 RD2704
 RD2704  NAD 83(1986)-  45 09 03.52667(N)    122 52 48.78591(W) AD(       ) 1
 RD2704  NAD 27      -  45 09 04.09594(N)    122 52 44.44179(W) AD(       ) 1
 RD2704  NGVD 29 (07/19/86)   59.70   (m)          195.9    (f) LEVELING    3  
 RD2704
 RD2704.Superseded values are not recommended for survey control.
 RD2704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2704.See file dsdata.txt to determine how the superseded data were derived.
 RD2704
 RD2704_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ0941699729(NAD 83)
 RD2704_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RD2704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD2704_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RD2704
 RD2704  HISTORY     - Date     Condition        Report By
 RD2704  HISTORY     - 1972     MONUMENTED       NGS
 RD2704
 RD2704                          STATION DESCRIPTION
 RD2704
 RD2704'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LDF)
 RD2704'THE STATION IS ABOUT 1-1/4 MILES NORTHWEST OF WOODBURN AND NEAR
 RD2704'THE SOUTHEAST CORNER OF THE OVERPASS OVER INTERSTATE 5 ON STATE
 RD2704'HIGHWAY 214.  IT IS IN THE SOUTHWEST QUARTER OF SECTION 12,
 RD2704'R-2-W, T-5-S.
 RD2704'
 RD2704'TO REACH THE STATION FROM THE POST OFFICE IN WOODBURN, GO WEST ON
 RD2704'GRANT STREET FOR 0.15 MILE TO FIFTH STREET.  TURN RIGHT AND GO NORTH
 RD2704'ON FIFTH STREET FOR 0.1 MILE TO STATE HIGHWAY 214, TURN LEFT AND GO
 RD2704'WESTERLY ON HIGHWAY 214 FOR 1.3 MILES TO THE OVERPASS OVER
 RD2704'INTERSTATE 5 AND THE STATION ON THE LEFT.
 RD2704'
 RD2704'STATION MARKS ARE STANDARD DISKS, STAMPED BURN 1972.  THE
 RD2704'SURFACE MARK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 RD2704'MONUMENT THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 18.6 FEET
 RD2704'SOUTH OF THE CENTERLINE OF HIGHWAY 214 AND 3.2 FEET SOUTH OF THE
 RD2704'SOUTHEAST END OF THE CONCRETE ABUTEMENT OF THE BRIDGE OVER
 RD2704'INTERSTATE 5.  THE UNDERGROUND MARK IS 36 INCHES BELOW THE
 RD2704'GROUND SURFACE.
 RD2704'
 RD2704'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BURN NO 1 1972,
 RD2704'CEMENTED IN A DRILL HOLE IN THE NORTHEAST CORNER OF THE CONCRETE
 RD2704'CURB OF THE BRIDGE.  IT IS 13.7 FEET NORTH OF THE CENTERLINE OF
 RD2704'HIGHWAY 214.
 RD2704'
 RD2704'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BURN NO 2 1972,
 RD2704'CEMENTED IN A DRILL HOLE IN THE NORTH CURB OF THE BRIDGE.  IT IS
 RD2704'59.5 FEET WEST OF THE EAST END OF THE BRIDGE AND 13.7 FEET NORTH OF
 RD2704'THE CENTERLINE OF HIGHWAY 214.
 RD2704'
 RD2704'BM N 569 (OSHD) IS A BRONZE BENCH MARK DISK OF THE OREGON STATE
 RD2704'HIGHWAY DEPARTMENT, STAMPED N 569 1961, CEMENTED IN A DRILL HOLE IN
 RD2704'THE NORTHWEST CORNER OF THE CURB OF THE BRIDGE OVER INTERSTATE
 RD2704'5.  IT IS 13.0 FEET NORTH OF THE CENTERLINE OF HIGHWAY 214.
 RD2704'
 RD2704'TRIANGULATION STATION WOODBURN 1940 WAS USED FOR THE AZIMUTH MARK.
 RD2704'
 RD2704'HEIGHT OF LIGHT ABOVE STATION MARK 2.3 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1187 ***********************************************************************
 OA1187  DESIGNATION -  BURN
 OA1187  PID         -  OA1187
 OA1187  STATE/COUNTY-  OR/DOUGLAS
 OA1187  USGS QUAD   -  WINCHESTER BAY (1985)
 OA1187
 OA1187                         *CURRENT SURVEY CONTROL
 OA1187  ___________________________________________________________________
 OA1187* NAD 83(1991)-  43 43 16.68925(N)    124 08 01.67955(W)     ADJUSTED  
 OA1187* NAVD 88     -       135.2    (meters)     444.     (feet)  VERTCON   
 OA1187  ___________________________________________________________________
 OA1187  LAPLACE CORR-          13.63  (seconds)                    DEFLEC99
 OA1187  GEOID HEIGHT-         -25.10  (meters)                     GEOID03
 OA1187  HORZ ORDER  -  THIRD
 OA1187
 OA1187.The horizontal coordinates were established by classical geodetic methods
 OA1187.and adjusted by the National Geodetic Survey in October 1991.
 OA1187
 OA1187.The NAVD 88 height was computed by applying the VERTCON shift value to
 OA1187.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OA1187
 OA1187.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1187
 OA1187.The geoid height was determined by GEOID03.
 OA1187
 OA1187;                    North         East     Units Scale Factor Converg.
 OA1187;SPC OR S     -   234,589.926 1,207,295.046   MT  0.99994111   -2 29 09.8
 OA1187;SPC OR S     -   769,651.99  3,960,941.75   iFT  0.99994111   -2 29 09.8
 OA1187;UTM  10      - 4,841,543.858   408,673.904   MT  0.99970259   -0 47 01.3
 OA1187
 OA1187!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1187!SPC OR S     -   0.99998274  x   0.99994111  =   0.99992385
 OA1187!UTM  10      -   0.99998274  x   0.99970259  =   0.99968533
 OA1187
 OA1187|---------------------------------------------------------------------|
 OA1187| PID    Reference Object                     Distance      Geod. Az  |
 OA1187|                                                           dddmmss.s |
 OA1187| CD9655 BURN RM SW                           10.790 METERS 25647     |
 OA1187| OA1225 BRUSHY HILL 2                       APPROX. 3.3 KM 2860440.7 |
 OA1187|---------------------------------------------------------------------|
 OA1187
 OA1187                          SUPERSEDED SURVEY CONTROL
 OA1187
 OA1187  NAD 83(1986)-  43 43 16.69297(N)    124 08 01.72782(W) AD(       ) 3
 OA1187  NAD 27      -  43 43 17.26500(N)    124 07 57.31600(W) AD(       ) 3
 OA1187  NGVD 29 (07/19/86)  134.1    (m)          440.     (f) VERT ANG    3  
 OA1187
 OA1187.Superseded values are not recommended for survey control.
 OA1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1187.See file dsdata.txt to determine how the superseded data were derived.
 OA1187
 OA1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP0867441544(NAD 83)
 OA1187
 OA1187  HISTORY     - Date     Condition        Report By
 OA1187  HISTORY     - 1908     MONUMENTED       CGS
 OA1187  HISTORY     - 1928     SEE DESCRIPTION  CGS
 OA1187  HISTORY     - 1948     SEE DESCRIPTION  CGS
 OA1187  HISTORY     - 1956     SEE DESCRIPTION  USGS
 OA1187
 OA1187                          STATION DESCRIPTION
 OA1187
 OA1187'DESCRIBED BY COAST AND GEODETIC SURVEY 1928
 OA1187'LOCATED ON TOP OF A BURNT RIDGE S OF GARDINER, 11 METERS SE OF
 OA1187'THE HIGHEST PART OF THE HILL.  THE STATION IS MARKED AT THE
 OA1187'SURFACE BY A BRONZE TABLET IN A BOULDER, AND UNDERGROUND BY A
 OA1187'DRILL HOLE IN A BOULDER 12 TO 15 INCHES BELOW THE SURFACE.
 OA1187'
 OA1187'A REFERENCE MARK, CONSISTING OF A BRASS BOLT EMBEDDED IN A
 OA1187'BOULDER, IS 10.79 METERS (35.4 FEET) FROM THE STATION IN AZIMUTH
 OA1187'76 DEG 47 MIN.
 OA1187'
 OA1187'WHEN RECOVERED IN 1928, THE STATION MARK WAS FOUND NEARLY
 OA1187'COVERED BY A FALLEN LOG.  THE RIDGE HAD BEEN RECENTLY LOGGED OVER.
 OA1187
 OA1187                          STATION RECOVERY (1948)
 OA1187
 OA1187'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RAE)
 OA1187'STATION WAS RECOVERED IN GOOD CONDITION BUT THE REFERENCE MARK
 OA1187'COULD NOT BE FOUND.  DUE TO CHANGES IN LOCAL CONDITIONS, A NEW
 OA1187'DESCRIPTION IS SUBMITTED--
 OA1187'
 OA1187'STATION IS LOCATED ON TOP OF A HEAVILY WOODED RIDGE, ABOUT 1.3
 OA1187'MILES SOUTHWEST OF THE TOWN OF GARDINER, ABOUT 1.9 MILES NW OF
 OA1187'THE BRIDGE ON U.S. HIGHWAY 101 OVER SCHOLFIELD CREEK, AND ABOUT
 OA1187'0.5 MILE NW OF THE CENTER OF LEED ISLAND.  IT LIES ABOUT 11 METERS
 OA1187'SE OF THE HIGHEST PORTION OF THE RIDGE AND IS COMPLETELY
 OA1187'SURROUNDED BY HIGH FIR TREES.  WHEN VISITED, A LINE HAD BEEN
 OA1187'CLEARED TO SEE THE N END OF THE HIGHWAY BRIDGE OVER THE SMITH
 OA1187'RIVER.  THE STATION IS 4.2 METERS N OF A BLAZE ON A
 OA1187'36-INCH-DIAMETER FIR AND 5.3 METERS W OF A BLAZE ON A
 OA1187'30-INCH-DIAMETER FIR.
 OA1187'
 OA1187'STATION IS MARKED BY AN OLD-STYLE TRIANGULATION DISK SET IN A
 OA1187'BOULDER WHICH IS ABOUT 4 INCHES BELOW THE SURFACE OF THE GROUND.
 OA1187'
 OA1187'TO REACH THE STATION FROM THE POST OFFICE IN REEDSPORT, GO SW
 OA1187'ALONG HIGHWAY 101 TO THE BRIDGE OVER SCHOLFIELD CREEK, CROSS THE
 OA1187'BRIDGE AND CONTINUE ON HIGHWAY 101 TO THE ROAD LEADING RIGHT TO
 OA1187'LEED ISLAND.  (TOTAL DISTANCE 1.8 MILES.) TURN RIGHT ON THE
 OA1187'GRAVELLED ROAD TO LEED ISLAND AND GO 2.0 MILES TO A FILL LEADING
 OA1187'TO LEED ISLAND.  CROSS THE FILL AND, KEEPING TO THE W SIDE OF
 OA1187'THE ISLAND, GO 0.5 MILE TO THE DAM LEADING BACK TO THE MAINLAND
 OA1187'ON THE W AND THE END OF TRUCK TRAVEL.  CROSS THE DAM AND TURN
 OA1187'N ALONG THE MAINLAND FOR ABOUT 0.1 MILE TO A DEEP DRAW.  TURN
 OA1187'LEFT UP THE DRAW AND, KEEPING TO THE S SIDE OF THE RAVINE, CLIMB
 OA1187'FOR A DISTANCE OF ABOUT 0.25 MILE TO THE TOP OF A KNIFELIKE RIDGE
 OA1187'AND THE STATION.
 OA1187
 OA1187                          STATION RECOVERY (1956)
 OA1187
 OA1187'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 OA1187'STATION WAS NOT FOUND AFTER A REASONABLE SEARCH.  ROTTEN LOGS
 OA1187'LAYING ON THE GROUND IN THIS AREA MAY COVER THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1850 ***********************************************************************
 QD1850  DESIGNATION -  BURN
 QD1850  PID         -  QD1850
 QD1850  STATE/COUNTY-  OR/WASCO
 QD1850  USGS QUAD   -  SIDWALTER BUTTES (1988)
 QD1850
 QD1850                         *CURRENT SURVEY CONTROL
 QD1850  ___________________________________________________________________
 QD1850* NAD 83(1991)-  44 53 08.99945(N)    121 30 08.96615(W)     ADJUSTED  
 QD1850* NAVD 88     -       991.0    (meters)    3251.     (feet)  VERTCON   
 QD1850  ___________________________________________________________________
 QD1850  LAPLACE CORR-          -4.36  (seconds)                    DEFLEC99
 QD1850  GEOID HEIGHT-         -21.38  (meters)                     GEOID03
 QD1850  HORZ ORDER  -  THIRD
 QD1850
 QD1850.The horizontal coordinates were established by classical geodetic methods
 QD1850.and adjusted by the National Geodetic Survey in October 1991.
 QD1850
 QD1850.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1850.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1850
 QD1850.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1850
 QD1850.The geoid height was determined by GEOID03.
 QD1850
 QD1850;                    North         East     Units Scale Factor Converg.
 QD1850;SPC OR N     -   135,966.748 2,420,809.397   MT  0.99990671   -0 42 39.4
 QD1850;SPC OR N     -   446,085.13  7,942,288.05   iFT  0.99990671   -0 42 39.4
 QD1850;UTM  10      - 4,971,358.792   618,260.875   MT  0.99977198   +1 03 24.9
 QD1850
 QD1850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1850!SPC OR N     -   0.99984800  x   0.99990671  =   0.99975472
 QD1850!UTM  10      -   0.99984800  x   0.99977198  =   0.99962001
 QD1850
 QD1850|---------------------------------------------------------------------|
 QD1850| PID    Reference Object                     Distance      Geod. Az  |
 QD1850|                                                           dddmmss.s |
 QD1850| CS4142 BURN RM 2                            13.835 METERS 02411     |
 QD1850| CS4141 BURN RM 1                             4.694 METERS 28431     |
 QD1850|---------------------------------------------------------------------|
 QD1850
 QD1850                          SUPERSEDED SURVEY CONTROL
 QD1850
 QD1850  NAD 83(1986)-  44 53 09.01126(N)    121 30 08.97000(W) AD(       ) 3
 QD1850  NGVD 29 (04/26/90)  989.9    (m)         3248.     (f) VERT ANG    3  
 QD1850
 QD1850.Superseded values are not recommended for survey control.
 QD1850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1850.See file dsdata.txt to determine how the superseded data were derived.
 QD1850
 QD1850_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ1826171359(NAD 83)
 QD1850_MARKER: DS = TRIANGULATION STATION DISK
 QD1850_SETTING: 80 = SET IN A BOULDER
 QD1850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD1850+STABILITY: SURFACE MOTION
 QD1850
 QD1850  HISTORY     - Date     Condition        Report By
 QD1850  HISTORY     - 1958     MONUMENTED       USGS
 QD1850
 QD1850                          STATION DESCRIPTION
 QD1850
 QD1850'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 QD1850'LOCATED ABOUT 26 MI NW. OF MADRAS, 9.5 MI SW. OF SIMNASHO.  ON
 QD1850'BURNED-OFF TOP OF MOST SOUTHEASTERN HILL OF GROUP CALLED
 QD1850'SIDWALTER BUTTES.
 QD1850'
 QD1850'TO REACH FROM MADRAS, DRIVE 29.6 MI N. ALONG U.S. HWY. 26.  TURN
 QD1850'LEFT 4.3 MI W. ON GRAVEL RD. TO LOW SUMMIT AND TRACK RD. LEFT.  GO
 QD1850'SOUTHERLY ALONG TRACK RD. ABOUT 1 MI.  HIKE E. AND S. TO BROAD TOP
 QD1850'AND STATION.  STATION WILL BE HARD TO FIND IN THE DOWN SNAGS.  A
 QD1850'TRIANGULAR BLAZE WAS CUT IN SNAG ABOUT 30 FT. E. OF STATION.
 QD1850'
 QD1850'STATION MARK--STANDARD TABLET STAMPED---BURN 1958---, CEMENTED IN
 QD1850'TOP OF BOULDER PROJECTING ABOUT 0.5 FT. ABOVE GROUND.
 QD1850'
 QD1850'RM 1--STANDARD RM TABLET STAMPED---NO 1 1958---, CEMENTED IN
 QD1850'BOULDER.
 QD1850'
 QD1850'RM 2--STANDARD RM TABLET STAMPED---NO 2 1958---, CEMENTED IN TOP OF
 QD1850'BOULDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2706 ***********************************************************************
 RD2706  DESIGNATION -  BURN 2
 RD2706  PID         -  RD2706
 RD2706  STATE/COUNTY-  OR/MARION
 RD2706  USGS QUAD   -  ST PAUL (1985)
 RD2706
 RD2706                         *CURRENT SURVEY CONTROL
 RD2706  ___________________________________________________________________
 RD2706* NAD 83(2007)-  45 09 04.08717(N)    122 52 50.00777(W)     ADJUSTED  
 RD2706* NAVD 88     -        63.3    (meters)     208.     (feet)  VERTCON   
 RD2706  ___________________________________________________________________
 RD2706  EPOCH DATE  -        2007.00
 RD2706  X           -  -2,446,111.886 (meters)                     COMP
 RD2706  Y           -  -3,783,928.106 (meters)                     COMP
 RD2706  Z           -   4,499,237.952 (meters)                     COMP
 RD2706  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 RD2706  ELLIP HEIGHT-          40.259 (meters)          (02/10/07) ADJUSTED
 RD2706  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 RD2706
 RD2706  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 RD2706  Type    PID    Designation                      North   East  Ellip
 RD2706  -------------------------------------------------------------------
 RD2706  NETWORK RD2706 BURN 2                            1.29   1.43   9.41
 RD2706  -------------------------------------------------------------------
 RD2706
 RD2706.The horizontal coordinates were established by GPS observations
 RD2706.and adjusted by the National Geodetic Survey in February 2007.
 RD2706
 RD2706.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 RD2706.See www.ngs.noaa.gov/NationalReadjustment for more information.
 RD2706.The horizontal coordinates are valid at the epoch date displayed above.
 RD2706.The epoch date for horizontal control is a decimal equivalence
 RD2706.of Year/Month/Day.
 RD2706
 RD2706.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD2706.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD2706
 RD2706.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RD2706
 RD2706.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2706
 RD2706.The ellipsoidal height was determined by GPS observations
 RD2706.and is referenced to NAD 83.
 RD2706
 RD2706.The geoid height was determined by GEOID03.
 RD2706
 RD2706;                    North         East     Units Scale Factor Converg.
 RD2706;SPC OR N     -   167,713.613 2,312,841.479   MT  0.99989463   -1 41 17.7
 RD2706;SPC OR N     -   550,241.51  7,588,062.60   iFT  0.99989463   -1 41 17.7
 RD2706;UTM  10      - 4,999,746.780   509,389.098   MT  0.99960108   +0 05 04.9
 RD2706
 RD2706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2706!SPC OR N     -   0.99999369  x   0.99989463  =   0.99988832
 RD2706!UTM  10      -   0.99999369  x   0.99960108  =   0.99959477
 RD2706
 RD2706:                Primary Azimuth Mark                     Grid Az
 RD2706:SPC OR N     -  Y 656                                    038 35 05.6
 RD2706:UTM  10      -  Y 656                                    036 48 43.0
 RD2706
 RD2706|---------------------------------------------------------------------|
 RD2706| PID    Reference Object                     Distance      Geod. Az  |
 RD2706|                                                           dddmmss.s |
 RD2706| CE2310 Y 656                                              0365347.9 |
 RD2706| RD2647 WOODBURN RAD STA KWRC MAST          APPROX. 3.6 KM 0404812.7 |
 RD2706| CE2362 BURN 2 RM 3                          19.282 METERS 09109     |
 RD2706| RD2687 GERVAIS SACRED HEART CATH CH        APPROX. 4.9 KM 1991729.7 |
 RD2706| CE2363 BURN 2 RM 4                          19.513 METERS 27118     |
 RD2706|---------------------------------------------------------------------|
 RD2706
 RD2706                          SUPERSEDED SURVEY CONTROL
 RD2706
 RD2706  NAD 83(1998)-  45 09 04.08517(N)    122 52 50.00962(W) AD(       ) 2
 RD2706  ELLIP H (06/17/02)   40.293  (m)                       GP(       ) 4 1
 RD2706  NAD 83(1991)-  45 09 04.08325(N)    122 52 50.00948(W) AD(       ) 2
 RD2706  ELLIP H (10/15/91)   40.418  (m)                       GP(       ) 4 1
 RD2706  NAD 83(1986)-  45 09 04.10643(N)    122 52 50.01902(W) AD(       ) 2
 RD2706  NAD 27      -  45 09 04.67553(N)    122 52 45.67446(W) AD(       ) 2
 RD2706  NGVD 29 (07/19/86)   62.3    (m)          204.     (f) VERT ANG    3  
 RD2706
 RD2706.Superseded values are not recommended for survey control.
 RD2706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2706.See file dsdata.txt to determine how the superseded data were derived.
 RD2706
 RD2706_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ0938999747(NAD 83)
 RD2706_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RD2706_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 RD2706+WITH SETTING: PAVEMENT
 RD2706_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD2706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD2706+STABILITY: SURFACE MOTION
 RD2706_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD2706+SATELLITE: SATELLITE OBSERVATIONS - 1986
 RD2706
 RD2706  HISTORY     - Date     Condition        Report By
 RD2706  HISTORY     - 1974     MONUMENTED       NGS
 RD2706  HISTORY     - 1984     GOOD             USPSQD
 RD2706  HISTORY     - 1986     GOOD             NGS
 RD2706  HISTORY     - 1987     GOOD             USPSQD
 RD2706  HISTORY     - 1988     GOOD             USPSQD
 RD2706
 RD2706                          STATION DESCRIPTION
 RD2706
 RD2706'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 RD2706'THE STATION IS 1-1/2 MILES WEST-NORTHWEST OF WOODBURN ON STATE
 RD2706'HIGHWAY 214.
 RD2706'
 RD2706'TO REACH THE STATION FROM THE WOODBURN POST OFFICE GO NORTH ON
 RD2706'SECOND STREET FOR 0.05 MILE TO HARRISON STREET, TURN LEFT, AND GO
 RD2706'NORTHWEST ON HARRISON STREET FOR 0.45 MILE TO STATE HIGHWAY 214,
 RD2706'TURN LEFT, AND GO WESTERLY ON STATE HIGHWAY 214 FOR 1.0 MILE TO
 RD2706'THE OVERPASS OVER INTERSTATE 5, AND THE STATION ON THE RIGHT IN
 RD2706'THE BICYCLE PATH.
 RD2706'
 RD2706'THE STATION MARK, STAMPED BURN 2 1974, IS A STANDARD DISK CEMENTED
 RD2706'IN A DRILL HOLE IN THE CONCRETE DECK OF THE OVERPASS, AND IN THE
 RD2706'BICYCLE PATH, 8 FEET EAST OF THE LIGHT POLES THAT ARE IN THE
 RD2706'CENTER OF THE FREEWAY, AND 5.5 FEET SOUTH OF THE NORTH GUARD RAIL.
 RD2706'
 RD2706'REFERENCE MARK NO. 3, STAMPED BURN 2 NO 3 1974, IS A STANDARD
 RD2706'DISK CEMENTED IN A DRILL HOLE IN THE CONCRETE DECK OF THE OVERPASS,
 RD2706'AND IN THE BICYCLE PATH, 5.5 FEET SOUTH OF THE NORTH GUARD RAIL.
 RD2706'
 RD2706'REFERENCE MARK NO. 4, STAMPED BURN 2 NO 4 1974, IS A STANDARD
 RD2706'DISK CEMENTED IN A DRILL HOLE IN THE CONCRETE DECK OF THE OVERPASS,
 RD2706'AND IN THE BICYCLE PATH, 5.5 FEET SOUTH OF THE NORTH GUARD RAIL.
 RD2706'
 RD2706'TO REACH BENCH MARK Y 656 (OSHD), WHICH MAY BE USED FOR THE
 RD2706'AZIMUTH MARK, FROM THE STATION GO NORTH ON INTERSTATE 5 FOR 1.25
 RD2706'MILES TO CROSBY ROAD, AND THE BENCH MARK.
 RD2706'
 RD2706'BENCH MARK Y 656, STAMPED Y 656 1974, IS A STATE HIGHWAY BENCH MARK
 RD2706'DISK SET IN CONCRETE BASE FOR THE GUARD RAIL AT THE SOUTHEAST
 RD2706'CORNER OF THE OVERPASS OVER INTERSTATE 5, 22 FEET SOUTH OF THE
 RD2706'CENTER OF CROSBY ROAD, 2 FEET SOUTHEAST OF A DRAIN, 1 FOOT
 RD2706'NORTHWEST OF THE END OF THE RIGHT-OF-WAY FENCE, 0.5 FOOT WEST OF
 RD2706'THE EAST END OF THE CONCRETE BASE FOR THE GUARD RAIL, AND 1 FOOT
 RD2706'HIGHER THAN CROSBY ROAD.
 RD2706'
 RD2706'NOTE--THE STATION WAS MARKED IN 1974, AND OCCUPIED IN 1975.
 RD2706
 RD2706                          STATION RECOVERY (1984)
 RD2706
 RD2706'RECOVERY NOTE BY US POWER SQUADRON 1984 (DS)
 RD2706'BURN 2 1974 RECOVERED GOOD.
 RD2706'
 RD2706'RECOVERED AS DESCRIBED.
 RD2706'
 RD2706'ALSO RM 3 RM 4 BM Y 656 RECOVERED.
 RD2706
 RD2706                          STATION RECOVERY (1986)
 RD2706
 RD2706'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (LLR)
 RD2706'THE STATION WAS RECOVERED AT THIS DATE.
 RD2706'THE REFERENCE MARKS WERE ALSO RECOVERED AS DESCRIBED BY CLN IN 1974.
 RD2706'THE STATION WAS USED AS A GPS SITE.
 RD2706'
 RD2706'THE MARK IS LOCATED ON THE OVERPASS OVER I 5 AT WOODBURN.
 RD2706'IT IS SET INTO A DRILL IN THE SIDEWALK, (BICYCLE PATH), OVER THE
 RD2706'CENTER OF THE FREEWAY, 8 FEET EAST OF THE LIGHT POLES THAT ARE IN
 RD2706'THE CENTER OF THE FREEWAY AND 5.5 FEET SOUTH OF THE NORTH GUARD
 RD2706'RAIL.
 RD2706
 RD2706                          STATION RECOVERY (1987)
 RD2706
 RD2706'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWE)
 RD2706'RECOVERED IN GOOD CONDITION.
 RD2706
 RD2706                          STATION RECOVERY (1988)
 RD2706
 RD2706'RECOVERY NOTE BY US POWER SQUADRON 1988 (RCB)
 RD2706'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3326 ***********************************************************************
 RD3326  DESIGNATION -  BURN 2
 RD3326  PID         -  RD3326
 RD3326  STATE/COUNTY-  OR/MULTNOMAH
 RD3326  USGS QUAD   -  PORTLAND (1990)
 RD3326
 RD3326                         *CURRENT SURVEY CONTROL
 RD3326  ___________________________________________________________________
 RD3326* NAD 83(1991)-  45 31 21.39212(N)    122 40 09.50820(W)     NO CHECK  
 RD3326* NAVD 88     -        10.39   (+/-2cm)      34.1    (feet)  VERTCON   
 RD3326  ___________________________________________________________________
 RD3326  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 RD3326  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 RD3326  HORZ ORDER  -  SECOND
 RD3326  VERT ORDER  -  THIRD (See Below)
 RD3326
 RD3326.The horizontal coordinates were established by classical geodetic methods
 RD3326.and adjusted by the National Geodetic Survey in October 1991.
 RD3326.No horizontal observational check was made to the station.
 RD3326
 RD3326.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD3326.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD3326.The vertical order pertains to the NGVD 29 superseded value.
 RD3326
 RD3326.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3326
 RD3326.The geoid height was determined by GEOID03.
 RD3326
 RD3326;                    North         East     Units Scale Factor Converg.
 RD3326;SPC OR N     -   208,511.928 2,330,553.971   MT  0.99991363   -1 32 18.4
 RD3326;SPC OR N     -   684,094.25  7,646,174.45   iFT  0.99991363   -1 32 18.4
 RD3326;UTM  10      - 5,041,061.473   525,825.576   MT  0.99960820   +0 14 09.5
 RD3326
 RD3326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3326!SPC OR N     -   1.00000195  x   0.99991363  =   0.99991558
 RD3326!UTM  10      -   1.00000195  x   0.99960820  =   0.99961015
 RD3326
 RD3326:                Primary Azimuth Mark                     Grid Az
 RD3326:SPC OR N     -  STEEL                                    017 48 07.4
 RD3326:UTM  10      -  STEEL                                    016 01 39.5
 RD3326
 RD3326|---------------------------------------------------------------------|
 RD3326| PID    Reference Object                     Distance      Geod. Az  |
 RD3326|                                                           dddmmss.s |
 RD3326| RD0466 STEEL                               APPROX. 0.7 KM 0161549.0 |
 RD3326| AA3912 BURN 2 RM 3                           7.857 METERS 02514     |
 RD3326| AA3913 BURN 2 RM 4                           8.958 METERS 16815     |
 RD3326| RD0463 BURN                                 34.364 METERS 18413     |
 RD3326|---------------------------------------------------------------------|
 RD3326
 RD3326                          SUPERSEDED SURVEY CONTROL
 RD3326
 RD3326  NAD 83(1986)-  45 31 21.41113(N)    122 40 09.51293(W) AD(       ) 2
 RD3326  NAD 27      -  45 31 21.98504(N)    122 40 05.16736(W) AD(       ) 2
 RD3326  NGVD 29 (10/26/06)    9.33   (m)           30.6    (f) RESET       3  
 RD3326
 RD3326.Superseded values are not recommended for survey control.
 RD3326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3326.See file dsdata.txt to determine how the superseded data were derived.
 RD3326
 RD3326_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER2582641061(NAD 83)
 RD3326_MARKER: DS = TRIANGULATION STATION DISK
 RD3326_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RD3326_SP_SET: BUILDING DECK
 RD3326_STAMPING: BURN 2 1977
 RD3326_MARK LOGO: NGS   
 RD3326_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD3326_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RD3326_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD3326+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2006
 RD3326
 RD3326  HISTORY     - Date     Condition        Report By
 RD3326  HISTORY     - 1977     MONUMENTED       NGS
 RD3326  HISTORY     - 19770823 GOOD             NGS
 RD3326  HISTORY     - 19940424 GOOD             USPSQD
 RD3326  HISTORY     - 20040728 GOOD             USPSQD
 RD3326  HISTORY     - 20060228 GOOD             USPSQD
 RD3326
 RD3326                          STATION DESCRIPTION
 RD3326
 RD3326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 RD3326'THE STATION IS IN THE CENTRAL PART OF PORTLAND, ON THE WEST BANK
 RD3326'OF THE WILLAMETTE RIVER, SOUTH OF THE BURNSIDE BRIDGE, AND NORTH
 RD3326'OF SOUTHWEST ANKENY STREET, IN AN ENCLOSED AREA, ON CITY OWNED
 RD3326'PROPERTY AT THE MUNICIPAL SEWAGE PUMPING PLANT.
 RD3326'
 RD3326'THE STATION MARK, STAMPED BURN 2 1977, IS A STANDARD DISK CEMENTED
 RD3326'IN A DRILL HOLE IN THE DECK BETWEEN THE MUNICIPAL SEWAGE PUMPING
 RD3326'PLANT, AND THE CONCRETE PARAPET WALL ABOVE THE RIVER, 150 FEET
 RD3326'SOUTH OF THE BURNSIDE BRIDGE, 50 FEET NORTH OF THE PROLONGED
 RD3326'CENTER OF SW ANKENY ST., 31 FEET NORTH OF A GATE AT THE SOUTH END
 RD3326'OF THE ENCLOSED AREA, 9 FEET WEST OF THE PARAPET, AND 2.5 FEET
 RD3326'EAST OF THE EAST WALL OF THE BUILDING.
 RD3326'
 RD3326'REFERENCE MARK NO. 3, STAMPED BURN 2 NO 3 1977, IS A STANDARD
 RD3326'DISK CEMENTED IN A DRILL HOLE IN THE CONCRETE BASE OF THE PARAPET,
 RD3326'43.5 FEET SOUTH OF THE NORTHEAST CORNER OF THE BUILDING, AND 11.5
 RD3326'FEET EAST OF THE EAST WALL OF THE BUILDING.
 RD3326'
 RD3326'REFERENCE MARK NO. 4, STAMPED BURN 2 NO 4 1977, IS A STANDARD
 RD3326'DISK CEMENTED IN A DRILL HOLE IN THE CONCRETE BASE OF THE PARAPET,
 RD3326'11 FEET EAST OF THE SOUTHEAST CORNER OF THE BUILDING, 8 FEET
 RD3326'NORTHEAST OF THE GATE AT THE ENTRANCE TO THE ENCLOSED AREA, AND 4
 RD3326'FEET NORTH OF THE CORNER OF THE PARAPET.
 RD3326'
 RD3326'TRIANGULATION STATION STEEL 1938 MAY BE USED FOR THE AZIMUTH
 RD3326'MARK.  SEE RECOVERY NOTE THEREOF.
 RD3326'
 RD3326'NOTE--TO GET INTO THE ENCLOSED AREA RING THE BELL AT THE DOOR
 RD3326'TO THE MUNICIPAL SEWAGE PUMPING PLANT, AND OBTAIN A KEY TO THE
 RD3326'LOCKED GATE.
 RD3326
 RD3326                          STATION RECOVERY (1977)
 RD3326
 RD3326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 RD3326'IN THE CENTRAL PART OF PORTLAND, ON THE WEST BANK OF THE WILLAMETTE
 RD3326'RIVER, SOUTH OF THE BURNSIDE BRIDGE, IN AN ENCLOSED AREA AT THE
 RD3326'MUNICIPAL SEWAGE PUMPING PLANT, 150 FEET (45.7 M) SOUTH OF THE
 RD3326'BURNSIDE BRIDGE, 50 FEET (15.2 M) NORTH OF THE PROLONGED CENTER OF
 RD3326'SOUTHWEST ANKENY STREET, 31 FEET (9.4 M) NORTH OF THE GATE AT THE
 RD3326'SOUTH END OF THE ENCLOSURE, 9 FEET (2.7 M) WEST OF THE PARAPET, AND
 RD3326'2.5 FEET (0.8 M) EAST OF THE EAST WALL OF THE BUILDING, SET FLUSH IN
 RD3326'THE DECK.
 RD3326
 RD3326                          STATION RECOVERY (1994)
 RD3326
 RD3326'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD3326'RECOVERED IN GOOD CONDITION.
 RD3326
 RD3326                          STATION RECOVERY (2004)
 RD3326
 RD3326'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 RD3326'RECOVERED IN GOOD CONDITION.
 RD3326
 RD3326                          STATION RECOVERY (2006)
 RD3326
 RD3326'RECOVERY NOTE BY US POWER SQUADRON 2006 (CJ)
 RD3326'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AA3912 ***********************************************************************
 AA3912  DESIGNATION -  BURN 2 RM 3
 AA3912  PID         -  AA3912
 AA3912  STATE/COUNTY-  OR/MULTNOMAH
 AA3912  USGS QUAD   -  PORTLAND (1990)
 AA3912
 AA3912                         *CURRENT SURVEY CONTROL
 AA3912  ___________________________________________________________________
 AA3912* NAD 83(1986)-  45 31 20.     (N)    122 40 09.     (W)     SCALED    
 AA3912* NAVD 88     -        10.59   (+/-2cm)      34.7    (feet)  VERTCON   
 AA3912  ___________________________________________________________________
 AA3912  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 AA3912  VERT ORDER  -  THIRD (See Below)
 AA3912
 AA3912.The horizontal coordinates were scaled from a topographic map and have
 AA3912.an estimated accuracy of +/- 6 seconds.
 AA3912
 AA3912.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3912.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3912.The vertical order pertains to the NGVD 29 superseded value.
 AA3912
 AA3912.The geoid height was determined by GEOID03.
 AA3912
 AA3912;                    North         East    Units  Estimated Accuracy
 AA3912;SPC OR N     -   208,470.    2,330,560.      MT  (+/- 180 meters Scaled)
 AA3912
 AA3912                          SUPERSEDED SURVEY CONTROL
 AA3912
 AA3912  NGVD 29 (10/26/06)    9.54   (m)           31.3    (f) RESET       3  
 AA3912
 AA3912.Superseded values are not recommended for survey control.
 AA3912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3912.See file dsdata.txt to determine how the superseded data were derived.
 AA3912
 AA3912_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER258410(NAD 83)
 AA3912_MARKER: DR = REFERENCE MARK DISK
 AA3912_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AA3912_SP_SET: PARAPET BASE
 AA3912_STAMPING: BURN 2 NO 3 1977
 AA3912_MARK LOGO: NGS   
 AA3912_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3912_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3912_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3912+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2006
 AA3912
 AA3912  HISTORY     - Date     Condition        Report By
 AA3912  HISTORY     - 1977     MONUMENTED       NGS
 AA3912  HISTORY     - 19770823 GOOD             NGS
 AA3912  HISTORY     - 20040728 GOOD             USPSQD
 AA3912  HISTORY     - 20060228 GOOD             USPSQD
 AA3912
 AA3912                          STATION DESCRIPTION
 AA3912
 AA3912'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 AA3912'IN THE CENTRAL PART OF PORTLAND, ON THE WEST BANK OF THE WILLAMETTE
 AA3912'RIVER, SOUTH OF THE BURNSIDE BRIDGE, IN AN ENCLOSED AREA AT THE
 AA3912'MUNICIPAL SEWAGE PUMPING PLANT, 45.3 FEET (13.8 M) SOUTH OF THE
 AA3912'NORTHEAST CORNER OF THE BUILDING, 25.78 FEET (7.86 M) NORTHEAST OF
 AA3912'TRIANGULATION STATION BURN 2, AND 11.5 FEET (3.5 M) EAST OF THE EAST
 AA3912'WALL OF THE BUILDING, IN THE CONCRETE BASE OF THE PARAPET.
 AA3912
 AA3912                          STATION RECOVERY (2004)
 AA3912
 AA3912'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 AA3912'RECOVERED IN GOOD CONDITION.
 AA3912
 AA3912                          STATION RECOVERY (2006)
 AA3912
 AA3912'RECOVERY NOTE BY US POWER SQUADRON 2006 (CJ)
 AA3912'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AA3913 ***********************************************************************
 AA3913  DESIGNATION -  BURN 2 RM 4
 AA3913  PID         -  AA3913
 AA3913  STATE/COUNTY-  OR/MULTNOMAH
 AA3913  USGS QUAD   -  PORTLAND (1990)
 AA3913
 AA3913                         *CURRENT SURVEY CONTROL
 AA3913  ___________________________________________________________________
 AA3913* NAD 83(1986)-  45 31 20.     (N)    122 40 09.     (W)     SCALED    
 AA3913* NAVD 88     -        10.60   (+/-2cm)      34.8    (feet)  VERTCON   
 AA3913  ___________________________________________________________________
 AA3913  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 AA3913  VERT ORDER  -  THIRD (See Below)
 AA3913
 AA3913.The horizontal coordinates were scaled from a topographic map and have
 AA3913.an estimated accuracy of +/- 6 seconds.
 AA3913
 AA3913.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3913.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3913.The vertical order pertains to the NGVD 29 superseded value.
 AA3913
 AA3913.The geoid height was determined by GEOID03.
 AA3913
 AA3913;                    North         East    Units  Estimated Accuracy
 AA3913;SPC OR N     -   208,470.    2,330,560.      MT  (+/- 180 meters Scaled)
 AA3913
 AA3913                          SUPERSEDED SURVEY CONTROL
 AA3913
 AA3913  NGVD 29 (10/26/06)    9.54   (m)           31.3    (f) RESET       3  
 AA3913
 AA3913.Superseded values are not recommended for survey control.
 AA3913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3913.See file dsdata.txt to determine how the superseded data were derived.
 AA3913
 AA3913_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER258410(NAD 83)
 AA3913_MARKER: DR = REFERENCE MARK DISK
 AA3913_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AA3913_SP_SET: PARAPET BASE
 AA3913_STAMPING: BURN 2 NO 4 1977
 AA3913_MARK LOGO: NGS   
 AA3913_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3913_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3913_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3913+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2006
 AA3913
 AA3913  HISTORY     - Date     Condition        Report By
 AA3913  HISTORY     - 1977     MONUMENTED       NGS
 AA3913  HISTORY     - 19770823 GOOD             NGS
 AA3913  HISTORY     - 20040728 GOOD             USPSQD
 AA3913  HISTORY     - 20060228 GOOD             USPSQD
 AA3913
 AA3913                          STATION DESCRIPTION
 AA3913
 AA3913'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 AA3913'IN THE CENTRAL PART OF PORTLAND, ON THE WEST BANK OF THE WILLAMETTE
 AA3913'RIVER, SOUTH OF THE BURNSIDE BRIDGE, IN AN ENCLOSED AREA AT THE
 AA3913'MUNICIPAL SEWAGE PUMPING PLANT, 29.39 FEET (8.96 M) SOUTH-SOUTHEAST OF
 AA3913'TRIANGULATION STATION BURN 2, 11 FEET (3.4 M) EAST OF THE SOUTHEAST
 AA3913'CORNER OF THE BUILDING, 8 FEET (2.4 M) NORTHEAST OF THE GATE AT THE
 AA3913'ENTRANCE TO THE ENCLOSED AREA, AND 4 FEET (1.2 M) NORTH OF THE CORNER
 AA3913'OF THE PARAPET, IN THE CONCRETE BASE OF THE PARAPET.
 AA3913
 AA3913                          STATION RECOVERY (2004)
 AA3913
 AA3913'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 AA3913'RECOVERED IN GOOD CONDITION.
 AA3913
 AA3913                          STATION RECOVERY (2006)
 AA3913
 AA3913'RECOVERY NOTE BY US POWER SQUADRON 2006 (CJ)
 AA3913'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AI5705 ***********************************************************************
 AI5705  DESIGNATION -  BURN A
 AI5705  PID         -  AI5705
 AI5705  STATE/COUNTY-  OR/MALHEUR
 AI5705  USGS QUAD   -  BURNS JUNCTION (1972)
 AI5705
 AI5705                         *CURRENT SURVEY CONTROL
 AI5705  ___________________________________________________________________
 AI5705* NAD 83(2007)-  42 46 38.48077(N)    117 50 57.28030(W)     ADJUSTED  
 AI5705* NAVD 88     -      1197.633  (meters)    3929.23   (feet)  ADJUSTED  
 AI5705  ___________________________________________________________________
 AI5705  EPOCH DATE  -        2007.00
 AI5705  X           -  -2,190,755.708 (meters)                     COMP
 AI5705  Y           -  -4,146,495.623 (meters)                     COMP
 AI5705  Z           -   4,310,180.906 (meters)                     COMP
 AI5705  LAPLACE CORR-           1.64  (seconds)                    DEFLEC99
 AI5705  ELLIP HEIGHT-        1179.324 (meters)          (02/10/07) ADJUSTED
 AI5705  GEOID HEIGHT-         -18.31  (meters)                     GEOID03
 AI5705  DYNAMIC HT  -        1196.999 (meters)    3927.15  (feet)  COMP
 AI5705
 AI5705  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI5705  Type    PID    Designation                      North   East  Ellip
 AI5705  -------------------------------------------------------------------
 AI5705  NETWORK AI5705 BURN A                            0.49   0.35   1.35
 AI5705  -------------------------------------------------------------------
 AI5705  MODELED GRAV-     980,049.7   (mgal)                       NAVD 88
 AI5705
 AI5705  VERT ORDER  -  SECOND    CLASS I
 AI5705
 AI5705.This is a reference station for the BURNS JUNCTION
 AI5705.National Continuously Operating Reference Station (BURN).
 AI5705
 AI5705.The horizontal coordinates were established by GPS observations
 AI5705.and adjusted by the National Geodetic Survey in February 2007.
 AI5705
 AI5705.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI5705.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI5705.The horizontal coordinates are valid at the epoch date displayed above.
 AI5705.The epoch date for horizontal control is a decimal equivalence
 AI5705.of Year/Month/Day.
 AI5705
 AI5705.The orthometric height was determined by differential leveling
 AI5705.and adjusted in July 2002.
 AI5705.No vertical observational check was made to the station.
 AI5705
 AI5705.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5705
 AI5705.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5705
 AI5705.The ellipsoidal height was determined by GPS observations
 AI5705.and is referenced to NAD 83.
 AI5705
 AI5705.The geoid height was determined by GEOID03.
 AI5705
 AI5705.The dynamic height is computed by dividing the NAVD 88
 AI5705.geopotential number by the normal gravity value computed on the
 AI5705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI5705.degrees latitude (g = 980.6199 gals.).
 AI5705
 AI5705.The modeled gravity was interpolated from observed gravity values.
 AI5705
 AI5705;                    North         East     Units Scale Factor Converg.
 AI5705;SPC OR S     -   126,810.697 1,716,869.892   MT  0.99991779   +1 48 48.6
 AI5705;SPC OR S     -   416,045.59  5,632,775.24   iFT  0.99991779   +1 48 48.6
 AI5705;UTM  11      - 4,736,440.688   430,529.874   MT  0.99965937   -0 34 36.4
 AI5705
 AI5705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5705!SPC OR S     -   0.99981508  x   0.99991779  =   0.99973289
 AI5705!UTM  11      -   0.99981508  x   0.99965937  =   0.99947452
 AI5705
 AI5705                          SUPERSEDED SURVEY CONTROL
 AI5705
 AI5705  NAD 83(1998)-  42 46 38.48050(N)    117 50 57.27949(W) AD(       ) B
 AI5705  ELLIP H (06/21/01) 1179.322  (m)                       GP(       ) 4 2
 AI5705  NAD 83(1998)-  42 46 38.48058(N)    117 50 57.27920(W) AD(       ) B
 AI5705  ELLIP H (08/04/00) 1179.307  (m)                       GP(       ) 4 2
 AI5705  NAVD 88 (08/04/00) 1197.63   (m)         3929.2    (f) LEVELING    3  
 AI5705
 AI5705.Superseded values are not recommended for survey control.
 AI5705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5705.See file dsdata.txt to determine how the superseded data were derived.
 AI5705
 AI5705_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH3053036441(NAD 83)
 AI5705_MARKER: DV = VERTICAL CONTROL DISK
 AI5705_SETTING: 66 = SET IN ROCK OUTCROP
 AI5705_STAMPING: BURN A 2000
 AI5705_MARK LOGO: NGS   
 AI5705_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5705_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI5705+STABILITY: POSITION/ELEVATION WELL
 AI5705_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5705+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2007
 AI5705
 AI5705  HISTORY     - Date     Condition        Report By
 AI5705  HISTORY     - 2000     MONUMENTED       NGS
 AI5705  HISTORY     - 20070723 GOOD             NGS
 AI5705
 AI5705                          STATION DESCRIPTION
 AI5705
 AI5705'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 AI5705'AT THE MOST EASTERLY JUNCTION OF U.S. HIGHWAY 95 AND STATE HIGHWAY 78
 AI5705'AT BURNS JUNCTION, NEAR THE SOUTHEAST EDGE OF A 5 BY 9-FOOT AREA OF
 AI5705'EXPOSED BEDROCK, 39.1 M (128.3 FT) SOUTHWEST OF A HIGHWAY SIGN, 12.2
 AI5705'SOUTH OF THE EXTENDED CENTER OF STATE HIGHWAY 78, 9.7 M (31.8 FT)
 AI5705'SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 95, 0.5 M (1.6 FT) EAST OF
 AI5705'A WITNESS POST, AND 0.4 M (1.3 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 AI5705'NOTE--THE MARK IS ON THE HIGHWAY RIGHT-OF-WAY.  THIS IS A CORS SITE
 AI5705'REFERENCE STATION.
 AI5705
 AI5705                          STATION RECOVERY (2007)
 AI5705
 AI5705'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2007 (DW)
 AI5705'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0756 ***********************************************************************
 PB0756  DESIGNATION -  BURN BU
 PB0756  PID         -  PB0756
 PB0756  STATE/COUNTY-  OR/KLAMATH
 PB0756  USGS QUAD   -  BURN BUTTE (1967)
 PB0756
 PB0756                         *CURRENT SURVEY CONTROL
 PB0756  ___________________________________________________________________
 PB0756* NAD 83(1991)-  43 18 41.56897(N)    121 56 35.03181(W)     ADJUSTED  
 PB0756* NAVD 88     -      2279.6    (meters)    7479.     (feet)  VERTCON   
 PB0756  ___________________________________________________________________
 PB0756  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 PB0756  GEOID HEIGHT-         -21.26  (meters)                     GEOID03
 PB0756  HORZ ORDER  -  SECOND
 PB0756
 PB0756.The horizontal coordinates were established by classical geodetic methods
 PB0756.and adjusted by the National Geodetic Survey in October 1991.
 PB0756
 PB0756.The NAVD 88 height was computed by applying the VERTCON shift value to
 PB0756.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PB0756
 PB0756.The Laplace correction was computed from DEFLEC99 derived deflections.
 PB0756
 PB0756.The geoid height was determined by GEOID03.
 PB0756
 PB0756;                    North         East     Units Scale Factor Converg.
 PB0756;SPC OR S     -   183,726.098 1,382,945.153   MT  0.99989771   -0 59 14.2
 PB0756;SPC OR S     -   602,775.91  4,537,221.63   iFT  0.99989771   -0 59 14.2
 PB0756;UTM  10      - 4,795,954.836   585,712.840   MT  0.99969037   +0 43 30.2
 PB0756
 PB0756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PB0756!SPC OR S     -   0.99964598  x   0.99989771  =   0.99954373
 PB0756!UTM  10      -   0.99964598  x   0.99969037  =   0.99933646
 PB0756
 PB0756:                Primary Azimuth Mark                     Grid Az
 PB0756:SPC OR S     -  ODELL BUTTE LOT                          020 53 21.1
 PB0756:UTM  10      -  ODELL BUTTE LOT                          019 10 36.7
 PB0756
 PB0756|---------------------------------------------------------------------|
 PB0756| PID    Reference Object                     Distance      Geod. Az  |
 PB0756|                                                           dddmmss.s |
 PB0756| PB0753 ODELL BUTTE LOT                     APPROX.18.8 KM 0195406.9 |
 PB0756| CD7006 BURN BU RM 1                          4.828 METERS 09811     |
 PB0756| CD7007 BURN BU RM 2                          6.180 METERS 16322     |
 PB0756|---------------------------------------------------------------------|
 PB0756
 PB0756                          SUPERSEDED SURVEY CONTROL
 PB0756
 PB0756  NAD 83(1986)-  43 18 41.57289(N)    121 56 35.04575(W) AD(       ) 2
 PB0756  NAD 27      -  43 18 42.11530(N)    121 56 30.95120(W) AD(       ) 2
 PB0756  NGVD 29 (07/19/86) 2278.2    (m)         7474.     (f) VERT ANG    3  
 PB0756
 PB0756.Superseded values are not recommended for survey control.
 PB0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0756.See file dsdata.txt to determine how the superseded data were derived.
 PB0756
 PB0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN8571395955(NAD 83)
 PB0756_MARKER: Z = SEE DESCRIPTION
 PB0756_SETTING: 0 = UNSPECIFIED SETTING
 PB0756
 PB0756  HISTORY     - Date     Condition        Report By
 PB0756  HISTORY     - 1953     MONUMENTED       USFS
 PB0756
 PB0756                          STATION DESCRIPTION
 PB0756
 PB0756'DESCRIBED BY US FOREST SERVICE 1953 (HSC)
 PB0756'THE STATION IS LOCATED NEAR THE WEST END AND ON THE SUMMIT OF A
 PB0756'HIGH, PROMINENT ROCKY PEAK ABOUT 5 MILES NORTH OF MILLER LAKE AND
 PB0756'3 MILES EAST OF THE CASCADE DIVIDE.
 PB0756'
 PB0756'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 97 AND
 PB0756'STATE HIGHWAY 58, ABOUT 10 MILES SOUTH OF CRESCENT, GO NORTHWEST
 PB0756'ON STATE HIGHWAY 58 FOR 4.4 MILES TO A CROSSROAD AND SIGN MOWICH
 PB0756'2.  TURN LEFT AND GO 1.7 MILES TO A FORK ACROSS A RAILROAD TRACK,
 PB0756'TAKE THE MIDDLE ROAD AS PER SIGN DESCHUTES ROAD FOR 0.1 MILE TO A
 PB0756'FORK AND SIGN BIG MARSH, TAKE THE RIGHT ROAD AND GO 1.0 MILE TO
 PB0756'A FORK, TAKE THE LEFT ROAD AND GO 1.2 MILES TO A FORK, TAKE THE
 PB0756'LEFT FORK AND GO 2.0 MILES TO A FORK, TAKE THE RIGHT ROAD AND GO
 PB0756'2.3 MILE TO THE END OF TRUCK TRAVEL WHERE THE OLD LOGGING ROAD
 PB0756'TURNS SHARP RIGHT.  FROM THE END OF TRUCK TRAVEL, PACK
 PB0756'SOUTHWESTERLY ON A BEARING OF 203 DEGREES MAGNETIC, TO THE
 PB0756'SUMMIT AND THE STATION SITE.  PACKING TIME 2 HOURS FORTY FIVE
 PB0756'MINUTES.
 PB0756'
 PB0756'THE STATION MARK IS A U.S. FOREST SERVICE, DEPT. OF AGRICULTURE
 PB0756'DISK SET FLUSH IN A LARGE BOULDER NEAR THE CENTER OF THE SUMMIT.  IT
 PB0756'IS STAMPED BURN BU 1952.
 PB0756'
 PB0756'REFERENCE MARK NO.1, NOTE 12C, IS A STANDARD DISK SET FLUSH IN A
 PB0756'BOULDER EAST OF THE STATION MARK.  IT IS STAMPED BURN BU USFS 1953
 PB0756'NO 1
 PB0756'
 PB0756'REFERENCE MARK NO. 2, NOTE 12C, IS A STANDARD DISK SET FLUSH IN A
 PB0756'BOULDER SOUTH OF THE STATION MARK.  IT IS STAMPED BURN BU USFS
 PB0756'1953 NO 2
 PB0756'
 PB0756'THERE IS NO AZIMUTH MARK FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1971 ***********************************************************************
 SC1971  DESIGNATION -  BURN ORHD 1965
 SC1971  PID         -  SC1971
 SC1971  STATE/COUNTY-  OR/CLATSOP
 SC1971  USGS QUAD   -  CATHLAMET BAY (1984)
 SC1971
 SC1971                         *CURRENT SURVEY CONTROL
 SC1971  ___________________________________________________________________
 SC1971* NAD 83(1991)-  46 09 54.03445(N)    123 41 18.16508(W)     ADJUSTED  
 SC1971* NAVD 88     -        57.6    (meters)     189.     (feet)  VERTCON   
 SC1971  ___________________________________________________________________
 SC1971  LAPLACE CORR-          11.86  (seconds)                    DEFLEC99
 SC1971  GEOID HEIGHT-         -22.55  (meters)                     GEOID03
 SC1971  HORZ ORDER  -  SECOND
 SC1971
 SC1971.The horizontal coordinates were established by classical geodetic methods
 SC1971.and adjusted by the National Geodetic Survey in October 1991.
 SC1971
 SC1971.The NAVD 88 height was computed by applying the VERTCON shift value to
 SC1971.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SC1971
 SC1971.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1971
 SC1971.The geoid height was determined by GEOID03.
 SC1971
 SC1971;                    North         East     Units Scale Factor Converg.
 SC1971;SPC OR N     -   282,495.045 2,253,805.395   MT  1.00004616   -2 15 40.2
 SC1971;SPC OR N     -   926,821.01  7,394,374.66   iFT  1.00004616   -2 15 40.2
 SC1971;UTM  10      - 5,112,611.745   446,855.928   MT  0.99963472   -0 29 47.6
 SC1971
 SC1971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1971!SPC OR N     -   0.99999450  x   1.00004616  =   1.00004066
 SC1971!UTM  10      -   0.99999450  x   0.99963472  =   0.99962922
 SC1971
 SC1971:                Primary Azimuth Mark                     Grid Az
 SC1971:SPC OR N     -  HUMP                                     277 11 36.7
 SC1971:UTM  10      -  HUMP                                     275 25 44.1
 SC1971
 SC1971|---------------------------------------------------------------------|
 SC1971| PID    Reference Object                     Distance      Geod. Az  |
 SC1971|                                                           dddmmss.s |
 SC1971| SC1972 HUMP                                APPROX. 1.6 KM 2745556.5 |
 SC1971|---------------------------------------------------------------------|
 SC1971
 SC1971                          SUPERSEDED SURVEY CONTROL
 SC1971
 SC1971  NAD 83(1986)-  46 09 54.04514(N)    123 41 18.15281(W) AD(       ) 2
 SC1971  NAD 27      -  46 09 54.65931(N)    123 41 13.66007(W) AD(       ) 2
 SC1971  NGVD 29 (07/19/86)   56.6    (m)          186.     (f) VERT ANG    3  
 SC1971
 SC1971.Superseded values are not recommended for survey control.
 SC1971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1971.See file dsdata.txt to determine how the superseded data were derived.
 SC1971
 SC1971_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS4685612612(NAD 83)
 SC1971_MARKER: Z = SEE DESCRIPTION
 SC1971_SETTING: 0 = UNSPECIFIED SETTING
 SC1971_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC1971
 SC1971  HISTORY     - Date     Condition        Report By
 SC1971  HISTORY     - 1965     MONUMENTED       ORDT
 SC1971  HISTORY     - 1970     SEE DESCRIPTION  NGS
 SC1971  HISTORY     - 1971     SEE DESCRIPTION  NGS
 SC1971
 SC1971                          STATION DESCRIPTION
 SC1971
 SC1971'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1965 (PAS)
 SC1971'THE STATION IS ABOUT 9-1/2 MILES EAST OF ASTORIA ON A POWER LINE
 SC1971'RIGHT-OF-WAY
 SC1971'
 SC1971'TO REACH THE STATION FROM THE ASTORIA POST OFFICE GO EAST ON
 SC1971'U.S. HIGHWAY 30 FOR 9.3 MILES TO A DIRT ROAD AND A POLE GATE ON
 SC1971'THE RIGHT, TURN SHARP RIGHT, PASS THROUGH THE POLE GATE AND
 SC1971'FOLLOW THE DIRT ROAD SOUTHEAST, UPHILL FOR 0.4 MILE TO THE POWER
 SC1971'LINE AND THE STATION ON THE RIGHT.
 SC1971'
 SC1971'THE STATION MARK, STAMPED BURN USC AND GS 1965, IS A STATE
 SC1971'HIGHWAY DEPT. STATION MARK DISK BRAZED TO THE TOP OF A 3-INCH
 SC1971'STEEL PIPE, SET IN CONCRETE AND PROJECTS 5 INCHES.  IT IS 102 FEET
 SC1971'NORTHEAST OF POWER POLE NO. LA 40-4, 27 FEET NORTH OF THE CENTER
 SC1971'OF THE TRACK ROAD THAT PARALLELS THE POWER LINE, 6 FEET WEST OF
 SC1971'THE CENTER OF A TRACK ROAD AND 1-1/2 FEET SOUTH OF A WITNESS
 SC1971'POST.
 SC1971'
 SC1971'THERE WERE NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.
 SC1971
 SC1971                          STATION RECOVERY (1970)
 SC1971
 SC1971'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (FJ)
 SC1971'STATION IS DESTROYED.  THE MARK AND PIPE WERE FOUND OUT OF THE
 SC1971'GROUND NEAR THE ORIGINAL LOCATION OF THE STATION.  THE MARK
 SC1971'APPARENTLY HIT BY HEAVY EQUIPMENT WORKING ALONG THE TRANSMISSION
 SC1971'LINE.  THE DISK WAS REMOVED FROM THE PIPE.
 SC1971
 SC1971                          STATION RECOVERY (1971)
 SC1971
 SC1971'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 SC1971'THE STATION HAS BEEN DESTROYED.  THERE WAS NO REFERENCE MARKS,
 SC1971'AZIMUTH MARK, OR UNDERGROUND MARK ESTABLISHED FOR THIS STATION.
 SC1971'
 SC1971'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SC1971'9-1/2 MILES EAST OF ASTORIA.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0702 ***********************************************************************
 PA0702  DESIGNATION -  BURNS
 PA0702  PID         -  PA0702
 PA0702  STATE/COUNTY-  OR/HARNEY
 PA0702  USGS QUAD   -  BURNS BUTTE (1990)
 PA0702
 PA0702                         *CURRENT SURVEY CONTROL
 PA0702  ___________________________________________________________________
 PA0702* NAD 83(1994)-  43 33 40.94736(N)    119 09 07.66617(W)     ADJUSTED  
 PA0702* NAVD 88     -      1610.3    (meters)    5283.     (feet)  VERTCON   
 PA0702  ___________________________________________________________________
 PA0702  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 PA0702  GEOID HEIGHT-         -19.09  (meters)                     GEOID03
 PA0702  HORZ ORDER  -  FIRST
 PA0702
 PA0702.The horizontal coordinates were established by classical geodetic methods
 PA0702.and adjusted by the National Geodetic Survey in June 1998.
 PA0702
 PA0702.The NAVD 88 height was computed by applying the VERTCON shift value to
 PA0702.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PA0702
 PA0702.The Laplace correction was computed from DEFLEC99 derived deflections.
 PA0702
 PA0702.The geoid height was determined by GEOID03.
 PA0702
 PA0702;                    North         East     Units Scale Factor Converg.
 PA0702;SPC OR S     -   211,347.366 1,608,887.184   MT  0.99991807   +0 55 19.7
 PA0702;SPC OR S     -   693,396.87  5,278,501.26   iFT  0.99991807   +0 55 19.7
 PA0702;UTM  11      - 4,825,407.645   326,186.755   MT  0.99997162   -1 29 00.5
 PA0702
 PA0702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PA0702!SPC OR S     -   0.99975053  x   0.99991807  =   0.99966863
 PA0702!UTM  11      -   0.99975053  x   0.99997162  =   0.99972216
 PA0702
 PA0702:                Primary Azimuth Mark                     Grid Az
 PA0702:SPC OR S     -  BURNT MOUNTAIN                           008 43 52.1
 PA0702:UTM  11      -  BURNT MOUNTAIN                           011 08 12.3
 PA0702
 PA0702|---------------------------------------------------------------------|
 PA0702| PID    Reference Object                     Distance      Geod. Az  |
 PA0702|                                                           dddmmss.s |
 PA0702| PA0692 BURNT MOUNTAIN                      APPROX.36.4 KM 0093911.8 |
 PA0702| CD7008 BURNS AZ MK                                        0132834.1 |
 PA0702| CD7009 BURNS RM SSE                          6.180 METERS 17438     |
 PA0702| CD7010 BURNS RM NNW                          8.428 METERS 34202     |
 PA0702|---------------------------------------------------------------------|
 PA0702
 PA0702                          SUPERSEDED SURVEY CONTROL
 PA0702
 PA0702  NAD 83(1991)-  43 33 40.94736(N)    119 09 07.66617(W) AD(       ) 1
 PA0702  NAD 83(1986)-  43 33 40.95094(N)    119 09 07.66220(W) AD(       ) 1
 PA0702  NAD 27      -  43 33 41.40100(N)    119 09 03.87900(W) AD(       ) 1
 PA0702  NGVD 29 (07/19/86) 1609.1    (m)         5279.     (f) VERT ANG    3  
 PA0702
 PA0702.Superseded values are not recommended for survey control.
 PA0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0702.See file dsdata.txt to determine how the superseded data were derived.
 PA0702
 PA0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ2618725408(NAD 83)
 PA0702_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PA0702_SETTING: 66 = SET IN ROCK OUTCROP
 PA0702
 PA0702  HISTORY     - Date     Condition        Report By
 PA0702  HISTORY     - 1920     MONUMENTED       CGS
 PA0702  HISTORY     - 1933     SEE DESCRIPTION  CGS
 PA0702  HISTORY     - 1957     SEE DESCRIPTION  CGS
 PA0702
 PA0702                          STATION DESCRIPTION
 PA0702
 PA0702'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (EWE)
 PA0702'ABOUT 7 MILES W FROM BURNS, 4.4 MILES N (BY WOOD ROAD) FROM THE
 PA0702'BURNS-BEND HIGHWAY, AND ON THE HIGHEST POINT OF ONE OF THE
 PA0702'SAGEHEN HILLS.  THE STATION IS ABOUT 2 MILES FARTHER W AND TO THE
 PA0702'LEFT OF THE HILL WHICH APPEARS TO BE THE HIGHEST WHEN LOOKING
 PA0702'FROM BURNS.  THE STATION IS MARKED BY A BRONZE TABLET IN BEDROCK,
 PA0702'AS DESCRIBED IN NOTE 2.  TWO REFERENCE MARKS, BRONZE TABLETS IN
 PA0702'BEDROCK, AS DESCRIBED IN NOTE 12A, WITH THE ARROW POINTING
 PA0702'TOWARD THE STATION, ARE, RESPECTIVELY, 6.18 METERS (20.3 FEET)
 PA0702'FROM THE STATION IN AZIMUTH 354 DEG 41 MIN AND 8.42 METERS
 PA0702'(27.6 FEET) IN AZIMUTH 162 DEG 00 MIN.
 PA0702
 PA0702                          STATION RECOVERY (1933)
 PA0702
 PA0702'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (FGJ)
 PA0702'THE STATION WAS FOUND AS DESCRIBED IN GOOD CONDITION.
 PA0702'
 PA0702'THE STATION IS IN SEC. 20, T 22 S, R 30 E.  ON THE HIGHEST
 PA0702'SUMMIT OF THE SW PORTION OF THE SAGEHEN HILLS 7 MILES W OF BURNS.
 PA0702'
 PA0702'REACHED FROM BURNS AS FOLLOWS--GO 7.9 MILES ON THE BEND HIGHWAY,
 PA0702'TURN RIGHT (N) GO 0.1 MILE, TAKE LEFT FORK GO 2.9 MILES, TAKE RIGHT
 PA0702'FORK GO 1.1 MILES ALONG BASE OF HILL, LEAVE TRUCK HERE AND GO 0.2
 PA0702'MILE IN AN EASTERLY DIRECTION TO HIGHEST PART AND THE STATION.
 PA0702'
 PA0702'NOTE--THE AZIMUTH MARK IS A STANDARD DISK SET IN A DRILL HOLE IN
 PA0702'A BOULDER STAMPED BURNS 1933.
 PA0702
 PA0702                          STATION RECOVERY (1957)
 PA0702
 PA0702'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WRH)
 PA0702'THE STATION WAS LOCATED ABOUT 6 MILES AIRLINE WEST SOUTHWEST OF
 PA0702'BURNS, 4-1/2 MILES AIRLINE WEST OF HINES AND ABOUT 1/2 MILE WEST
 PA0702'OF THE HEINS LUMBER COMPANY LOGGING ROAD.
 PA0702'
 PA0702'STATION BURNS HAS BEEN DESTROYED BY A U.S. MILITARY
 PA0702'INSTALLATION.  THE TOP OF THE STATION HILL HAS BEEN LEVELED OFF AND
 PA0702'THERE NOW IS A LARGE CONCRETE BASE FOR A RADAR SCREEN ON THE SITE
 PA0702'OF THE OLD STATION BURNS.
 PA0702'
 PA0702'STATION BURNS 2 WAS ESTABLISHED A FEW FEET AWAY FROM THE OLD
 PA0702'STATION SITE.
 PA0702'
 PA0702'NOTE--SEE DESCRIPTION FOR BURNS 2.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0705 ***********************************************************************
 PA0705  DESIGNATION -  BURNS 2 RM 1
 PA0705  PID         -  PA0705
 PA0705  STATE/COUNTY-  OR/HARNEY
 PA0705  USGS QUAD   -  BURNS BUTTE (1990)
 PA0705
 PA0705                         *CURRENT SURVEY CONTROL
 PA0705  ___________________________________________________________________
 PA0705* NAD 83(1991)-  43 33 41.22638(N)    119 09 07.82082(W)     ADJUSTED  
 PA0705* NAVD 88     -      1609.4    (meters)    5280.     (feet)  VERTCON   
 PA0705  ___________________________________________________________________
 PA0705  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 PA0705  GEOID HEIGHT-         -19.09  (meters)                     GEOID03
 PA0705  HORZ ORDER  -  SECOND
 PA0705
 PA0705.The horizontal coordinates were established by classical geodetic methods
 PA0705.and adjusted by the National Geodetic Survey in October 1991.
 PA0705
 PA0705.The NAVD 88 height was computed by applying the VERTCON shift value to
 PA0705.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PA0705
 PA0705.The Laplace correction was computed from DEFLEC99 derived deflections.
 PA0705
 PA0705.The geoid height was determined by GEOID03.
 PA0705
 PA0705;                    North         East     Units Scale Factor Converg.
 PA0705;SPC OR S     -   211,355.919 1,608,883.575   MT  0.99991808   +0 55 19.6
 PA0705;SPC OR S     -   693,424.93  5,278,489.42   iFT  0.99991808   +0 55 19.6
 PA0705;UTM  11      - 4,825,416.343   326,183.509   MT  0.99997163   -1 29 00.6
 PA0705
 PA0705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PA0705!SPC OR S     -   0.99975068  x   0.99991808  =   0.99966878
 PA0705!UTM  11      -   0.99975068  x   0.99997163  =   0.99972231
 PA0705
 PA0705:                Primary Azimuth Mark                     Grid Az
 PA0705:SPC OR S     -  BURNS RESET                              052 02 55.3
 PA0705:UTM  11      -  BURNS RESET                              054 27 15.5
 PA0705
 PA0705|---------------------------------------------------------------------|
 PA0705| PID    Reference Object                     Distance      Geod. Az  |
 PA0705|                                                           dddmmss.s |
 PA0705| PA0703 BURNS RESET                         APPROX. 2.1 KM 0525814.9 |
 PA0705|---------------------------------------------------------------------|
 PA0705
 PA0705                          SUPERSEDED SURVEY CONTROL
 PA0705
 PA0705  NAD 83(1986)-  43 33 41.22978(N)    119 09 07.81651(W) AD(       ) 2
 PA0705  NGVD 29 (07/19/86) 1608.2    (m)         5276.     (f) VERT ANG    3  
 PA0705
 PA0705.Superseded values are not recommended for survey control.
 PA0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0705.See file dsdata.txt to determine how the superseded data were derived.
 PA0705
 PA0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ2618425416(NAD 83)
 PA0705_MARKER: DR = REFERENCE MARK DISK
 PA0705_SETTING: 66 = SET IN ROCK OUTCROP
 PA0705
 PA0705  HISTORY     - Date     Condition        Report By
 PA0705  HISTORY     - 1957     MONUMENTED       CGS
 PA0705  HISTORY     - 1980     GOOD             NGS
 PA0705
 PA0705                          STATION DESCRIPTION
 PA0705
 PA0705'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 PA0705'THE STATION IS LOCATED ABOUT 4-1/2 MILES WEST-SOUTHWEST OF BURNS, 4
 PA0705'MILES WEST OF HINES ON THE GROUNDS OF AN ABANDONED AIR FORCE STATION.
 PA0705'
 PA0705'TO REACH FROM THE POST OFFICE IN HINES GO SOUTHEASTERLY ON FRONTAGE
 PA0705'ROAD 0.1 MILE, TURN RIGHT ON 395 AND GO 1.0 MILE, TURN RIGHT AND GO
 PA0705'4.3 MILES TO A CROSSROADS AT THE TOP OF HILL, TURN LEFT AND GO 1.1
 PA0705'MILES TO THE HIGHEST PART OF THE OLD AIR FORCE STATION.  THE STATION
 PA0705'IS IN THE APPROXIMATE CENTER OF THE LEVELED OFF AREA.
 PA0705'
 PA0705'THE STATION IS A STANDARD REFERENCE MARK DISK STAMPED---BURNS 2
 PA0705'NO 1 1957---SET INTO A DRILL HOLE INTO A ROCK OUTCROP.  IT IS ABOUT
 PA0705'86 FEET S OF THE SOUTHEAST CORNER OF A FENCE AROUND A FIBERGLASS
 PA0705'BUILDING, AND ABOUT 5 FEET WEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0215 ***********************************************************************
 PA0215  DESIGNATION -  BURNS AIRPORT
 PA0215  PID         -  PA0215
 PA0215  STATE/COUNTY-  OR/HARNEY
 PA0215  USGS QUAD   -  POISON CREEK SLOUGH (1990)
 PA0215
 PA0215                         *CURRENT SURVEY CONTROL
 PA0215  ___________________________________________________________________
 PA0215* NAD 83(2007)-  43 35 07.15981(N)    118 57 16.25662(W)     ADJUSTED  
 PA0215* NAVD 88     -      1263.361  (meters)    4144.88   (feet)  ADJUSTED  
 PA0215  ___________________________________________________________________
 PA0215  EPOCH DATE  -        2007.00
 PA0215  X           -  -2,240,612.344 (meters)                     COMP
 PA0215  Y           -  -4,049,750.206 (meters)                     COMP
 PA0215  Z           -   4,375,691.013 (meters)                     COMP
 PA0215  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 PA0215  ELLIP HEIGHT-        1244.307 (meters)          (02/10/07) ADJUSTED
 PA0215  GEOID HEIGHT-         -19.05  (meters)                     GEOID03
 PA0215  DYNAMIC HT  -        1262.750 (meters)    4142.87  (feet)  COMP
 PA0215
 PA0215  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 PA0215  Type    PID    Designation                      North   East  Ellip
 PA0215  -------------------------------------------------------------------
 PA0215  NETWORK PA0215 BURNS AIRPORT                     0.59   0.53   1.37
 PA0215  -------------------------------------------------------------------
 PA0215  MODELED GRAV-     980,092.6   (mgal)                       NAVD 88
 PA0215
 PA0215  VERT ORDER  -  FIRST     CLASS II
 PA0215
 PA0215.This mark is at Burns Municipal Airport (BNO)
 PA0215
 PA0215.The horizontal coordinates were established by GPS observations
 PA0215.and adjusted by the National Geodetic Survey in February 2007.
 PA0215
 PA0215.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 PA0215.See www.ngs.noaa.gov/NationalReadjustment for more information.
 PA0215.The horizontal coordinates are valid at the epoch date displayed above.
 PA0215.The epoch date for horizontal control is a decimal equivalence
 PA0215.of Year/Month/Day.
 PA0215
 PA0215.The orthometric height was determined by differential leveling
 PA0215.and adjusted in June 1991.
 PA0215
 PA0215.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PA0215
 PA0215.The Laplace correction was computed from DEFLEC99 derived deflections.
 PA0215
 PA0215.The ellipsoidal height was determined by GPS observations
 PA0215.and is referenced to NAD 83.
 PA0215
 PA0215.The geoid height was determined by GEOID03.
 PA0215
 PA0215.The dynamic height is computed by dividing the NAVD 88
 PA0215.geopotential number by the normal gravity value computed on the
 PA0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0215.degrees latitude (g = 980.6199 gals.).
 PA0215
 PA0215.The modeled gravity was interpolated from observed gravity values.
 PA0215
 PA0215;                    North         East     Units Scale Factor Converg.
 PA0215;SPC OR S     -   214,283.171 1,624,800.543   MT  0.99992102   +1 03 26.4
 PA0215;SPC OR S     -   703,028.78  5,330,710.44   iFT  0.99992102   +1 03 26.4
 PA0215;UTM  11      - 4,827,673.031   342,209.609   MT  0.99990626   -1 20 52.0
 PA0215
 PA0215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PA0215!SPC OR S     -   0.99980491  x   0.99992102  =   0.99972595
 PA0215!UTM  11      -   0.99980491  x   0.99990626  =   0.99971119
 PA0215
 PA0215:                Primary Azimuth Mark                     Grid Az
 PA0215:SPC OR S     -  BNO A                                    054 26 15.9
 PA0215:UTM  11      -  BNO A                                    056 50 34.3
 PA0215
 PA0215|---------------------------------------------------------------------|
 PA0215| PID    Reference Object                     Distance      Geod. Az  |
 PA0215|                                                           dddmmss.s |
 PA0215| AA7993 BNO A                               451.212 METERS 0552942.3 |
 PA0215|---------------------------------------------------------------------|
 PA0215
 PA0215                          SUPERSEDED SURVEY CONTROL
 PA0215
 PA0215  NAD 83(1998)-  43 35 07.15882(N)    118 57 16.25592(W) AD(       ) 1
 PA0215  ELLIP H (07/06/01) 1244.299  (m)                       GP(       ) 4 1
 PA0215  NAD 83(1998)-  43 35 07.15711(N)    118 57 16.25410(W) AD(       ) 1
 PA0215  ELLIP H (08/24/95) 1244.434  (m)                       GP(       ) 4 1
 PA0215  NAVD 88 (06/09/98) 1263.36   (m)         4144.9    (f) LEVELING    3  
 PA0215  NGVD 29 (??/??/92) 1262.173  (m)         4140.98   (f) ADJ UNCH    1 2
 PA0215
 PA0215.Superseded values are not recommended for survey control.
 PA0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0215.See file dsdata.txt to determine how the superseded data were derived.
 PA0215
 PA0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ4221027673(NAD 83)
 PA0215_MARKER: DB = BENCH MARK DISK
 PA0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PA0215_STAMPING: BURNS AIRPORT 1943
 PA0215_MARK LOGO: CGS   
 PA0215_MAGNETIC: N = NO MAGNETIC MATERIAL
 PA0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0215+STABILITY: SURFACE MOTION
 PA0215_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PA0215+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2008
 PA0215
 PA0215  HISTORY     - Date     Condition        Report By
 PA0215  HISTORY     - 1943     MONUMENTED       CGS
 PA0215  HISTORY     - 1972     GOOD             DOD
 PA0215  HISTORY     - 1977     GOOD             NGS
 PA0215  HISTORY     - 19770615 GOOD             NGS
 PA0215  HISTORY     - 19941024 GOOD             NOS
 PA0215  HISTORY     - 19971026 GOOD             NGS
 PA0215  HISTORY     - 20050414 GOOD             ORBITE
 PA0215  HISTORY     - 20081029 GOOD             INDIV
 PA0215
 PA0215                          STATION DESCRIPTION
 PA0215
 PA0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 PA0215'9.4 MI NE FROM BURNS.
 PA0215'THIS MARK IS ABOUT 6.7 MILES NORTHEAST OF THE POSTOFFICE AT BURNS,
 PA0215'HARNEY COUNTY, THENCE 2.7 MILES SOUTH ALONG A DIRT ROAD AT THE SOUTH
 PA0215'SIDE OF THE BURNS AIRPORT, 77.0 FEET SOUTH OF THE SOUTH SIDE OF A
 PA0215'BEACON LIGHT, 188.0 FEET EAST OF THE CENTER LINE OF THE ENTERENCE
 PA0215'ROAD, 3.0 FEET NORTH OF A EAST-WEST FENCE, 31.0 FEET NORTH OF THE
 PA0215'CENTER LINE OF THE ROAD, PROJECTING 4-INCHES ABOVE THE GROUND, 2.0
 PA0215'FEET WEST OF A WHITE REFERENCE POST.
 PA0215
 PA0215                          STATION RECOVERY (1972)
 PA0215
 PA0215'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1972
 PA0215'RECOVERED IN GOOD CONDITION.
 PA0215
 PA0215                          STATION RECOVERY (1977)
 PA0215
 PA0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 PA0215'RECOVERED IN GOOD CONDITION.
 PA0215
 PA0215                          STATION RECOVERY (1977)
 PA0215
 PA0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 PA0215'THE STATION IS LOCATED AT THE SOUTH EDGE OF THE AIRPORT, 82 FT (25.0
 PA0215'M) SOUTH OF THE AIRPORT BEACON AND 31 FT (9.4 M) NORTH OF THE
 PA0215'CENTERLINE OF ROAD.  THE STATION IS A STANDARD USCGS BENCH MARK
 PA0215'STAMPED---BURNS AIRPORT 1943---, SET IN THE TOP OF A CONCRETE MONUMENT
 PA0215'PROJECTING ABOUT 2 INCHES ABOVE THE GROUND.  NOTE, 1977 AIRPORT SURVEY
 PA0215'POSITION ON USGS BM.  69 OREGON PAGE 391.15.  USGS POSITION OREGON
 PA0215'(188) PAGE 1
 PA0215
 PA0215                          STATION RECOVERY (1994)
 PA0215
 PA0215'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (JGF)
 PA0215'RECOVERED AS DESCRIBED.
 PA0215
 PA0215                          STATION RECOVERY (1997)
 PA0215
 PA0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 PA0215'RECOVERED AS DESCRIBED.
 PA0215
 PA0215                          STATION RECOVERY (2005)
 PA0215
 PA0215'RECOVERY NOTE BY ORBITECH INC 2005 (SHG)
 PA0215'RECOVERED IN GOOD CONDITION.
 PA0215
 PA0215                          STATION RECOVERY (2008)
 PA0215
 PA0215'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008
 PA0215'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AH8524 ***********************************************************************
 AH8524  HT_MOD      -  This is a Height Modernization Survey Station.
 AH8524  CORS        -  This is a GPS Continuously Operating Reference Station.
 AH8524  DESIGNATION -  BURNS JUNCTION CORS ARP
 AH8524  CORS_ID     -  BURN
 AH8524  PID         -  AH8524
 AH8524  STATE/COUNTY-  OR/MALHEUR
 AH8524  USGS QUAD   -  BURNS JUNCTION (1972)
 AH8524
 AH8524                         *CURRENT SURVEY CONTROL
 AH8524  ___________________________________________________________________
 AH8524* NAD 83(CORS)-  42 46 46.18761(N)    117 50 36.65227(W)     ADJUSTED  
 AH8524* NAVD 88     -      1199.82   (meters)    3936.4    (feet)  GPS OBS   
 AH8524  ___________________________________________________________________
 AH8524  EPOCH DATE  -        2002.00
 AH8524  X           -  -2,190,266.317 (meters)                     COMP
 AH8524  Y           -  -4,146,573.276 (meters)                     COMP
 AH8524  Z           -   4,310,356.984 (meters)                     COMP
 AH8524  ELLIP HEIGHT-        1181.520 (meters)          (03/??/02) ADJUSTED
 AH8524  GEOID HEIGHT-         -18.30  (meters)                     GEOID03
 AH8524  HORZ ORDER  -  SPECIAL (CORS)
 AH8524  ELLP ORDER  -  SPECIAL (CORS)
 AH8524
 AH8524.ITRF positions are available for this station.
 AH8524.The coordinates were established by GPS observations
 AH8524.and adjusted by the National Geodetic Survey in March 2002.
 AH8524.The coordinates are valid at the epoch date displayed above.
 AH8524.The epoch date for horizontal control is a decimal equivalence
 AH8524.of Year/Month/Day.
 AH8524
 AH8524.The orthometric height was determined by GPS observations and a
 AH8524.high-resolution geoid model.
 AH8524.The orthometric height was determined by GPS observations and a
 AH8524.high-resolution geoid model using precise GPS observation and
 AH8524.processing techniques.
 AH8524
 AH8524.The PID for the CORS L1 Phase Center is AH8525.
 AH8524
 AH8524.The XYZ, and position/ellipsoidal ht. are equivalent.
 AH8524
 AH8524.The ellipsoidal height was determined by GPS observations
 AH8524.and is referenced to NAD 83.
 AH8524
 AH8524.The geoid height was determined by GEOID03.
 AH8524
 AH8524;                    North         East     Units Scale Factor Converg.
 AH8524;SPC OR S     -   127,063.229 1,717,330.990   MT  0.99991753   +1 49 02.7
 AH8524;SPC OR S     -   416,874.11  5,634,288.02   iFT  0.99991753   +1 49 02.7
 AH8524
 AH8524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8524!SPC OR S     -   0.99981474  x   0.99991753  =   0.99973228
 AH8524
 AH8524                          SUPERSEDED SURVEY CONTROL
 AH8524
 AH8524  NAD 83(CORS)-  42 46 46.18747(N)    117 50 36.65213(W) AD(1997.00) c
 AH8524  ELLIP H (08/??/00) 1181.520  (m)                       GP(1997.00) c c
 AH8524  NAD 83(CORS)-  42 46 46.18755(N)    117 50 36.65184(W) AD(1997.00) c
 AH8524  ELLIP H (04/??/99) 1181.505  (m)                       GP(1997.00) c c
 AH8524
 AH8524.Superseded values are not recommended for survey control.
 AH8524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8524.See file dsdata.txt to determine how the superseded data were derived.
 AH8524
 AH8524_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH3100136674(NAD 83)
 AH8524_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AH8524
 AH8524                          STATION DESCRIPTION
 AH8524
 AH8524'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AH8524'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AH8524'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AH8524'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AH8524'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AH8524'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AH8525 ***********************************************************************
 AH8525  HT_MOD      -  This is a Height Modernization Survey Station.
 AH8525  CORS        -  This is a GPS Continuously Operating Reference Station.
 AH8525  DESIGNATION -  BURNS JUNCTION CORS L1 PHASE CENTER
 AH8525  CORS_ID     -  BURN
 AH8525  PID         -  AH8525
 AH8525  STATE/COUNTY-  OR/MALHEUR
 AH8525  USGS QUAD   -  BURNS JUNCTION (1972)
 AH8525
 AH8525                         *CURRENT SURVEY CONTROL
 AH8525  ___________________________________________________________________
 AH8525* NAD 83(CORS)-  42 46 46.18765(N)    117 50 36.65225(W)     ADJUSTED  
 AH8525* NAVD 88     -      1199.93   (meters)    3936.8    (feet)  GPS OBS   
 AH8525  ___________________________________________________________________
 AH8525  EPOCH DATE  -        2002.00
 AH8525  X           -  -2,190,266.354 (meters)                     COMP
 AH8525  Y           -  -4,146,573.346 (meters)                     COMP
 AH8525  Z           -   4,310,357.060 (meters)                     COMP
 AH8525  ELLIP HEIGHT-        1181.630 (meters)          (03/??/02) ADJUSTED
 AH8525  GEOID HEIGHT-         -18.30  (meters)                     GEOID03
 AH8525  HORZ ORDER  -  SPECIAL (CORS)
 AH8525  ELLP ORDER  -  SPECIAL (CORS)
 AH8525
 AH8525.ITRF positions are available for this station.
 AH8525.The coordinates were established by GPS observations
 AH8525.and adjusted by the National Geodetic Survey in March 2002.
 AH8525.The coordinates are valid at the epoch date displayed above.
 AH8525.The epoch date for horizontal control is a decimal equivalence
 AH8525.of Year/Month/Day.
 AH8525
 AH8525.The orthometric height was determined by GPS observations and a
 AH8525.high-resolution geoid model.
 AH8525.The orthometric height was determined by GPS observations and a
 AH8525.high-resolution geoid model using precise GPS observation and
 AH8525.processing techniques.
 AH8525
 AH8525.The PID for the CORS ARP is AH8524.
 AH8525
 AH8525.The XYZ, and position/ellipsoidal ht. are equivalent.
 AH8525
 AH8525.The ellipsoidal height was determined by GPS observations
 AH8525.and is referenced to NAD 83.
 AH8525
 AH8525.The geoid height was determined by GEOID03.
 AH8525
 AH8525;                    North         East     Units Scale Factor Converg.
 AH8525;SPC OR S     -   127,063.230 1,717,330.991   MT  0.99991753   +1 49 02.7
 AH8525;SPC OR S     -   416,874.11  5,634,288.03   iFT  0.99991753   +1 49 02.7
 AH8525
 AH8525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8525!SPC OR S     -   0.99981472  x   0.99991753  =   0.99973227
 AH8525
 AH8525                          SUPERSEDED SURVEY CONTROL
 AH8525
 AH8525  NAD 83(CORS)-  42 46 46.18751(N)    117 50 36.65211(W) AD(1997.00) c
 AH8525  ELLIP H (08/??/00) 1181.630  (m)                       GP(1997.00) c c
 AH8525  NAD 83(CORS)-  42 46 46.18759(N)    117 50 36.65182(W) AD(1997.00) c
 AH8525  ELLIP H (04/??/99) 1181.615  (m)                       GP(1997.00) c c
 AH8525
 AH8525.Superseded values are not recommended for survey control.
 AH8525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8525.See file dsdata.txt to determine how the superseded data were derived.
 AH8525
 AH8525_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH3100136674(NAD 83)
 AH8525_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AH8525
 AH8525                          STATION DESCRIPTION
 AH8525
 AH8525'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AH8525'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AH8525'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AH8525'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AH8525'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AH8525'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 DH4795 ***********************************************************************
 DH4795  DESIGNATION -  BURNS JUNCTION MRP
 DH4795  PID         -  DH4795
 DH4795  STATE/COUNTY-  OR/MALHEUR
 DH4795  USGS QUAD   -  BURNS JUNCTION (1972)
 DH4795
 DH4795                         *CURRENT SURVEY CONTROL
 DH4795  ___________________________________________________________________
 DH4795* NAD 83(CORS)-  42 46 46.18761(N)    117 50 36.65227(W)     ADJUSTED  
 DH4795* NAVD 88     -              **(meters)            **(feet)            
 DH4795  ___________________________________________________________________
 DH4795  EPOCH DATE  -        2002.00
 DH4795  X           -  -2,190,266.291 (meters)                     COMP
 DH4795  Y           -  -4,146,573.227 (meters)                     COMP
 DH4795  Z           -   4,310,356.933 (meters)                     COMP
 DH4795  LAPLACE CORR-           1.75  (seconds)                    DEFLEC99
 DH4795  ELLIP HEIGHT-        1181.445 (meters)          (03/??/02) ADJUSTED
 DH4795  GEOID HEIGHT-         -18.30  (meters)                     GEOID03
 DH4795  HORZ ORDER  -  A
 DH4795  ELLP ORDER  -  FOURTH    CLASS I
 DH4795
 DH4795.ITRF positions are available for this station.
 DH4795.The horizontal coordinates were established by GPS observations
 DH4795.and adjusted by the National Geodetic Survey in March 2002.
 DH4795.The horizontal coordinates are valid at the epoch date displayed above.
 DH4795.The epoch date for horizontal control is a decimal equivalence
 DH4795.of Year/Month/Day.
 DH4795
 DH4795
 DH4795.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4795
 DH4795.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4795
 DH4795.The ellipsoidal height was determined by GPS observations
 DH4795.and is referenced to NAD 83.
 DH4795
 DH4795.The geoid height was determined by GEOID03.
 DH4795
 DH4795;                    North         East     Units Scale Factor Converg.
 DH4795;SPC OR S     -   127,063.229 1,717,330.990   MT  0.99991753   +1 49 02.7
 DH4795;SPC OR S     -   416,874.11  5,634,288.02   iFT  0.99991753   +1 49 02.7
 DH4795;UTM  11      - 4,736,673.709   431,000.981   MT  0.99965857   -0 34 22.5
 DH4795
 DH4795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4795!SPC OR S     -   0.99981475  x   0.99991753  =   0.99973230
 DH4795!UTM  11      -   0.99981475  x   0.99965857  =   0.99947338
 DH4795
 DH4795                          SUPERSEDED SURVEY CONTROL
 DH4795
 DH4795  NAD 83(CORS)-  42 46 46.18747(N)    117 50 36.65213(W) AD(1997.00) A
 DH4795  ELLIP H (08/??/00) 1181.445  (m)                       GP(1997.00) 4 1
 DH4795  NAD 83(CORS)-  42 46 46.18755(N)    117 50 36.65184(W) AD(1997.00) A
 DH4795  ELLIP H (04/??/99) 1181.430  (m)                       GP(1997.00) 4 1
 DH4795
 DH4795.Superseded values are not recommended for survey control.
 DH4795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH4795.See file dsdata.txt to determine how the superseded data were derived.
 DH4795
 DH4795_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH3100136674(NAD 83)
 DH4795_STAMPING: UNKNOWN
 DH4795'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'BURN'
 DH4795'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
 DH4795'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH4795'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH4795'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH4795'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
 DH4795'
 DH4795' 
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0703 ***********************************************************************
 PA0703  DESIGNATION -  BURNS RESET
 PA0703  PID         -  PA0703
 PA0703  STATE/COUNTY-  OR/HARNEY
 PA0703  USGS QUAD   -  BURNS BUTTE (1990)
 PA0703
 PA0703                         *CURRENT SURVEY CONTROL
 PA0703  ___________________________________________________________________
 PA0703* NAD 83(1991)-  43 34 22.04289(N)    119 07 53.38861(W)     ADJUSTED  
 PA0703* NAVD 88     -      1618.3    (meters)    5309.     (feet)  VERTCON   
 PA0703  ___________________________________________________________________
 PA0703  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 PA0703  GEOID HEIGHT-         -19.07  (meters)                     GEOID03
 PA0703  HORZ ORDER  -  SECOND
 PA0703
 PA0703.The horizontal coordinates were established by classical geodetic methods
 PA0703.and adjusted by the National Geodetic Survey in October 1991.
 PA0703
 PA0703.The NAVD 88 height was computed by applying the VERTCON shift value to
 PA0703.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PA0703
 PA0703.The Laplace correction was computed from DEFLEC99 derived deflections.
 PA0703
 PA0703.The geoid height was determined by GEOID03.
 PA0703
 PA0703;                    North         East     Units Scale Factor Converg.
 PA0703;SPC OR S     -   212,642.422 1,610,533.115   MT  0.99991946   +0 56 10.5
 PA0703;SPC OR S     -   697,645.74  5,283,901.30   iFT  0.99991946   +0 56 10.5
 PA0703;UTM  11      - 4,826,632.532   327,885.680   MT  0.99996439   -1 28 10.4
 PA0703
 PA0703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PA0703!SPC OR S     -   0.99974928  x   0.99991946  =   0.99966876
 PA0703!UTM  11      -   0.99974928  x   0.99996439  =   0.99971368
 PA0703
 PA0703|---------------------------------------------------------------------|
 PA0703| PID    Reference Object                     Distance      Geod. Az  |
 PA0703|                                                           dddmmss.s |
 PA0703| CD7012 BURNS RM 1                            4.384 METERS 00741     |
 PA0703| CD7013 BURNS RM 2                            4.650 METERS 09354     |
 PA0703| PA0705 BURNS 2 RM 1                        APPROX. 2.1 KM 2325906.2 |
 PA0703| PA0726 DRY MOUNTAIN LOT                    APPROX.36.6 KM 2874038.5 |
 PA0703|---------------------------------------------------------------------|
 PA0703
 PA0703                          SUPERSEDED SURVEY CONTROL
 PA0703
 PA0703  NAD 83(1986)-  43 34 22.04629(N)    119 07 53.38432(W) AD(       ) 2
 PA0703  NAD 27      -  43 34 22.42600(N)    119 07 49.54600(W) AD(       ) 2
 PA0703  NGVD 29 (07/19/86) 1617.1    (m)         5305.     (f) VERT ANG    3  
 PA0703
 PA0703.Superseded values are not recommended for survey control.
 PA0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0703.See file dsdata.txt to determine how the superseded data were derived.
 PA0703
 PA0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ2788626633(NAD 83)
 PA0703
 PA0703  HISTORY     - Date     Condition        Report By
 PA0703  HISTORY     - 1958     MONUMENTED       USGS
 PA0703  HISTORY     - 1974     GOOD             USGS
 PA0703  HISTORY     - 1980     GOOD             NGS
 PA0703
 PA0703                          STATION DESCRIPTION
 PA0703
 PA0703'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 PA0703'RM 1 TO RM 2 NOT MEASURED.
 PA0703'
 PA0703'INSTRUMENT STAND 11.4 FT ABOVE STATION MARK.
 PA0703'
 PA0703'N 72 DEG 19 MIN W TO STATION DRY MTN USGS.
 PA0703'
 PA0703'LOCATED ABOUT 4 MI (AIRLINE) WSW. OF BURNS, ABOUT 2.2 MI W. OF
 PA0703'HINES, LOCATED ON TOP OF PROMINENT HILL WITH MANY RADIO ANTENNAS.
 PA0703'
 PA0703'TO REACH FROM THE POST OFFICE IN HINES, GO S. ON U.S. HIGHWAY 395
 PA0703'AND 20 FOR 1.1 MI TO X-RDS., TURN RIGHT (NW.) FOR 4.3 MI TO
 PA0703'X-RDS. AT TOP OF HILL.  TURN RIGHT (NE.) 0.9 MI TO
 PA0703'T-RD. FORK.  TURN RIGHT (S. ON DIRT RD.) FOR 0.8 MI TO
 PA0703'Y-RD. FORK.  TAKE LEFT FORK FOR 0.6 MI TO TOP AND STATION.
 PA0703'
 PA0703'STATION MARK--STANDARD USGS TABLET STAMPED BURNS 1903 1958, SET
 PA0703'IN ROCK OUTCROP FLUSH WITH GROUND.
 PA0703'
 PA0703'REFERENCE MARK NO. 1--STANDARD USGS REFERENCE MARK TABLET STAMPED
 PA0703'NO 1 1958, SET IN ROCK OUTCROP.
 PA0703'
 PA0703'REFERENCE MARK NO. 2--STANDARD USGS REFERENCE MARK TABLET STAMPED
 PA0703'NO 2 1958, SET IN ROCK OUTCROP.
 PA0703
 PA0703                          STATION RECOVERY (1980)
 PA0703
 PA0703'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 PA0703'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 PA0703'CONDITION.  THE DISTANCE TO RM 1 COMPARES FAVORABLY WITH THE 1974
 PA0703'MEASUREMENT.  THE DISTANCE TO RM 2 DIFFERS BY .005 METERS.
 PA0703'
 PA0703'THE STATION IS LOCATED ABOUT 4 MILES WEST-SOUTHWEST OF BURNS, ABOUT
 PA0703'2-1/4 MILES WEST OF HINES ON THE TOP OF A HILL WITH MANY RADIO
 PA0703'ANTENNAS.
 PA0703'
 PA0703'TO REACH THE STATION FROM THE POST OFFICE IN HINES GO SOUTHEASTERLY
 PA0703'ON FRONTAGE 0.1 MILE TO WHERE IT INTERSECTS HIGHWAY 395, TURN RIGHT
 PA0703'ON 395 AND GO 1.0 MILE, TURN RIGHT AND GO 4.3 MILES TO A CROSSROADS
 PA0703'AT THE TOP OF A HILL, TURN RIGHT ONTO A GRAVEL ROAD AND GO 0.9 MILE
 PA0703'TO A T JUNCTION, TURN RIGHT ONTO A DIRT ROAD AND GO 0.8 MILE TO A
 PA0703'FORK, TURN LEFT AND GO 0.6 MILE TO THE TOP OF HILL AND THE STATION.
 PA0703'
 PA0703'THE STATION IS A STANDARD US GEOLOGICAL SURVEY DISK STAMPED---BURNS
 PA0703'1903-1958---SET INTO A DRILL HOLE IN ROCK OUTCROP FLUSH WITH THE
 PA0703'GROUND AND LOCATED 6.1 METERS (20 FEET) NW FROM THE NORTHWEST CORNER
 PA0703'OF A METAL SHED AND 1.37 METERS (4.5 FEET) E FROM THE CENTERLINE OF A
 PA0703'TRACK ROAD.
 PA0703'
 PA0703'REFERENCE MARK NO. 1 IS A STANDARD US GEOLOGICAL SURVEY DISK STAMPED
 PA0703'---NO 1 1958---SET INTO ROCK OUTCROP LOCATED 6.7 METERS (22 FEET) E
 PA0703'FROM THE NORTHEAST CORNER OF A WOODEN SHED, 1.22 METERS (4.0 FEET) W
 PA0703'FROM THE CENTERLINE OF A TRACK ROAD, AND 1/2 FOOT HIGHER THAN THE
 PA0703'STATION.
 PA0703'
 PA0703'REFERENCE MARK NO. 2 IS A STANDARD US GEOLOGICAL SURVEY DISK STAMPED
 PA0703'---NO 2 1958---SET INTO ROCK OUTCROP LOCATED 5.03 METERS (16.5 FEET)
 PA0703'N FROM A TRIANGULAR ANTENNA 75 FEET HIGH, 5.33 METERS (17.5 FEET) E
 PA0703'FROM THE CENTERLINE OF A TRACK ROAD, AND 1/2 FOOT HIGHER THAN THE
 PA0703'STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3288 ***********************************************************************
 RD3288  DESIGNATION -  BURNSIDE
 RD3288  PID         -  RD3288
 RD3288  STATE/COUNTY-  OR/MULTNOMAH
 RD3288  USGS QUAD   -  PORTLAND (1990)
 RD3288
 RD3288                         *CURRENT SURVEY CONTROL
 RD3288  ___________________________________________________________________
 RD3288* NAD 83(1991)-  45 31 22.66155(N)    122 40 06.32278(W)     ADJUSTED  
 RD3288* NAVD 88     -        23.8    (meters)      78.     (feet)  VERTCON   
 RD3288  ___________________________________________________________________
 RD3288  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 RD3288  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 RD3288  HORZ ORDER  -  SECOND
 RD3288
 RD3288.The horizontal coordinates were established by classical geodetic methods
 RD3288.and adjusted by the National Geodetic Survey in October 1991.
 RD3288
 RD3288.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD3288.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD3288
 RD3288.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3288
 RD3288.The geoid height was determined by GEOID03.
 RD3288
 RD3288;                    North         East     Units Scale Factor Converg.
 RD3288;SPC OR N     -   208,549.246 2,330,624.122   MT  0.99991367   -1 32 16.1
 RD3288;SPC OR N     -   684,216.69  7,646,404.60   iFT  0.99991367   -1 32 16.1
 RD3288;UTM  10      - 5,041,100.933   525,894.517   MT  0.99960824   +0 14 11.7
 RD3288
 RD3288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3288!SPC OR N     -   0.99999985  x   0.99991367  =   0.99991352
 RD3288!UTM  10      -   0.99999985  x   0.99960824  =   0.99960809
 RD3288
 RD3288:                Primary Azimuth Mark                     Grid Az
 RD3288:SPC OR N     -  STEEL                                    012 29 38.6
 RD3288:UTM  10      -  STEEL                                    010 43 10.8
 RD3288
 RD3288|---------------------------------------------------------------------|
 RD3288| PID    Reference Object                     Distance      Geod. Az  |
 RD3288|                                                           dddmmss.s |
 RD3288| RD0466 STEEL                               APPROX. 0.6 KM 0105722.5 |
 RD3288| CE2364 BURNSIDE RM 1                         9.809 METERS 09134     |
 RD3288| RD3002 PORTLAND METRO PRINT CO TANK        APPROX. 2.3 KM 1532816.4 |
 RD3288| RD2993 HLM 25                              436.010 METERS 1621526.6 |
 RD3288| RD0447 MAR                                 APPROX. 1.1 KM 2003339.0 |
 RD3288| CE2365 BURNSIDE RM 2                        10.082 METERS 27136     |
 RD3288| RD3108 HLM 26                              435.080 METERS 3403054.2 |
 RD3288|---------------------------------------------------------------------|
 RD3288
 RD3288                          SUPERSEDED SURVEY CONTROL
 RD3288
 RD3288  NAD 83(1986)-  45 31 22.68028(N)    122 40 06.32760(W) AD(       ) 2
 RD3288  NAD 27      -  45 31 23.25381(N)    122 40 01.98299(W) AD(       ) 2
 RD3288  NGVD 29 (07/19/86)   22.7    (m)           74.     (f) VERT ANG    3  
 RD3288
 RD3288.Superseded values are not recommended for survey control.
 RD3288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3288.See file dsdata.txt to determine how the superseded data were derived.
 RD3288
 RD3288_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER2589541101(NAD 83)
 RD3288_MARKER: Z = SEE DESCRIPTION
 RD3288_SETTING: 0 = UNSPECIFIED SETTING
 RD3288
 RD3288  HISTORY     - Date     Condition        Report By
 RD3288  HISTORY     - 1962     MONUMENTED       CGS
 RD3288  HISTORY     - 1963     SEE DESCRIPTION  CGS
 RD3288  HISTORY     - 19940219 GOOD             USPSQD
 RD3288  HISTORY     - 20021116 MARK NOT FOUND   USPSQD
 RD3288
 RD3288                          STATION DESCRIPTION
 RD3288
 RD3288'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 RD3288'THE STATION IS LOCATED 0.1 MILE EAST OF THE WEST END OF THE
 RD3288'BURNSIDE BRIDGE.
 RD3288'
 RD3288'THE STATION MARK IS A STANDARD DISK, STAMPED BURNSIDE 1961,
 RD3288'CEMENTED IN A DRILL HOLE IN THE SOUTH WALK WAY OF THE BRIDGE.  IT IS
 RD3288'37 FEET SOUTH OF THE CENTER OF BURNSIDE BRIDGE, 4 FEET NORTH OF THE
 RD3288'SOUTH GUARD RAIL AND 3.7 FEET SOUTH OF THE SOUTH CURB.
 RD3288'
 RD3288'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BURNSIDE NO 1 1961,
 RD3288'CEMENTED IN A DRILL HOLE IN THE SOUTH WALK WAY OF THE BRIDGE.  IT IS
 RD3288'37 FEET SOUTH OF THE CENTER OF BURNSIDE BRIDGE, 4 FEET NORTH OF THE
 RD3288'SOUTH GUARD RAIL AND 3.7 FEET SOUTH OF THE SOUTH CURB.
 RD3288'
 RD3288'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BURNSIDE NO 2 1961,
 RD3288'CEMENTED IN A DRILL HOLE IN THE SOUTH WALK WAY OF THE BRIDGE.  IT IS
 RD3288'37 FEET SOUTH OF THE CENTER OF BURNSIDE BRIDGE, 4 FEET NORTH OF THE
 RD3288'SOUTH GUARD RAIL AND 3.7 FEET SOUTH OF THE SOUTH CURB.
 RD3288
 RD3288                          STATION RECOVERY (1963)
 RD3288
 RD3288'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FN)
 RD3288'STATION AND BOTH REFERENCE MARKS RECOVERED AS DESCRIBED.
 RD3288
 RD3288                          STATION RECOVERY (1994)
 RD3288
 RD3288'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD3288'RECOVERED IN GOOD CONDITION.
 RD3288
 RD3288                          STATION RECOVERY (2002)
 RD3288
 RD3288'RECOVERY NOTE BY US POWER SQUADRON 2002
 RD3288'NEW SIDEWALKS AND CURBS INSTALLED ON BRIDGE.  MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2301 ***********************************************************************
 QE2301  DESIGNATION -  BURNT
 QE2301  PID         -  QE2301
 QE2301  STATE/COUNTY-  OR/LINCOLN
 QE2301  USGS QUAD   -  CANNIBAL MTN (1984)
 QE2301
 QE2301                         *CURRENT SURVEY CONTROL
 QE2301  ___________________________________________________________________
 QE2301* NAD 83(1991)-  44 21 57.43878(N)    123 59 38.11688(W)     ADJUSTED  
 QE2301* NAVD 88     -       490.8    (meters)    1610.     (feet)  VERTCON   
 QE2301  ___________________________________________________________________
 QE2301  LAPLACE CORR-          12.59  (seconds)                    DEFLEC99
 QE2301  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 QE2301  HORZ ORDER  -  SECOND
 QE2301
 QE2301.The horizontal coordinates were established by classical geodetic methods
 QE2301.and adjusted by the National Geodetic Survey in October 1991.
 QE2301
 QE2301.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE2301.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE2301
 QE2301.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2301
 QE2301.The geoid height was determined by GEOID03.
 QE2301
 QE2301;                    North         East     Units Scale Factor Converg.
 QE2301;SPC OR N     -    83,728.794 2,221,583.126   MT  0.99999195   -2 28 40.2
 QE2301;SPC OR N     -   274,700.77  7,288,658.55   iFT  0.99999195   -2 28 40.2
 QE2301;UTM  10      - 4,913,000.326   420,804.575   MT  0.99967713   -0 41 42.1
 QE2301
 QE2301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2301!SPC OR N     -   0.99992671  x   0.99999195  =   0.99991866
 QE2301!UTM  10      -   0.99992671  x   0.99967713  =   0.99960386
 QE2301
 QE2301:                Primary Azimuth Mark                     Grid Az
 QE2301:SPC OR N     -  WALD                                     321 10 15.0
 QE2301:UTM  10      -  WALD                                     319 23 16.9
 QE2301
 QE2301|---------------------------------------------------------------------|
 QE2301| PID    Reference Object                     Distance      Geod. Az  |
 QE2301|                                                           dddmmss.s |
 QE2301| QE2556 WALD                                APPROX.10.0 KM 3184134.8 |
 QE2301|---------------------------------------------------------------------|
 QE2301
 QE2301                          SUPERSEDED SURVEY CONTROL
 QE2301
 QE2301  NAD 83(1986)-  44 21 57.45718(N)    123 59 38.18483(W) AD(       ) 2
 QE2301  NAD 27      -  44 21 58.02600(N)    123 59 33.76083(W) AD(       ) 2
 QE2301  NGVD 29 (07/19/86)  489.7    (m)         1607.     (f) VERT ANG    3  
 QE2301
 QE2301.Superseded values are not recommended for survey control.
 QE2301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2301.See file dsdata.txt to determine how the superseded data were derived.
 QE2301
 QE2301_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ2080513000(NAD 83)
 QE2301_MARKER: Z = SEE DESCRIPTION
 QE2301_SETTING: 0 = UNSPECIFIED SETTING
 QE2301_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE2301
 QE2301  HISTORY     - Date     Condition        Report By
 QE2301  HISTORY     - 1965     MONUMENTED       ORDT
 QE2301
 QE2301                          STATION DESCRIPTION
 QE2301
 QE2301'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1965 (PAS)
 QE2301'THE STATION IS 5-1/2 MILES S.E. OF WALDPORT ON BURNT TIMBER
 QE2301'MTN. ON LOGGED PORTION OF RIDGE, 1/4 MILE WEST OF SUMIT.
 QE2301'
 QE2301'TO REACH THE STATION FROM WALDPORT P.O. GO EAST ON STATE
 QE2301'HIGHWAY 34 FOR 2.6 MILES TO ECKMAN CREEK RD. ON RIGHT, TURN
 QE2301'RIGHT AND GO S.W. ON ECKMAN RD. PASSING A ROCK CRUSHER AND
 QE2301'STOCKPILE ON RIGHT, FOR 1.6 MILES TO A FORK, TAKE RIGHT FORK FOR
 QE2301'0.5 MILE TO A FORK, TAKE LEFT FORK, RD. 1481 AND CONTINUE S.W.
 QE2301'FOR 2.9 MILES TO A FORK, TAKE LEFT FORK, RD. 1503 (RIGHT FORK
 QE2301'GOES TO HWY. 101) AND GO EASTERLY FOR 1.0 MILE TO A FORK,
 QE2301'JUST AFTER PASSING THROUGH A SADDLE, TAKE RIGHT FORK AND GO
 QE2301'S.E. FOR 0.25 MILE TO END OF TRUCK TRAVEL, AT TURN-OUT ON
 QE2301'LEFT AND OLD CAT TRAIL ON RIGHT, PACK SOUTH UP CAT TRAIL
 QE2301'THROUGH THE TREES AND STUMPS FOR 1/4 MILE TO STATION.
 QE2301'
 QE2301'THE STATION MARK, STAMPED BURNT USC AND GS 1965, IS A STATE
 QE2301'HIGHWAY DEPT. STATION MARK DISK BRAZED TO THE TOP OF A 3-INCH
 QE2301'PIPE, SET IN CONCRETE, THAT PROJECTS 3-INCHES, 350 FT. S.W. OF
 QE2301'THE N.W. CORNER OF A STAND OF TIMBER, 3 FT. N. OF A WITNESS-POST.
 QE2301'
 QE2301'THERE WERE NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0692 ***********************************************************************
 PA0692  DESIGNATION -  BURNT MOUNTAIN
 PA0692  PID         -  PA0692
 PA0692  STATE/COUNTY-  OR/HARNEY
 PA0692  USGS QUAD   -  MYRTLE PARK MEADOWS (1990)
 PA0692
 PA0692                         *CURRENT SURVEY CONTROL
 PA0692  ___________________________________________________________________
 PA0692* NAD 83(1991)-  43 53 03.53561(N)    119 04 34.24250(W)     ADJUSTED  
 PA0692* NAVD 88     -              **(meters)            **(feet)            
 PA0692  ___________________________________________________________________
 PA0692  LAPLACE CORR-           1.33  (seconds)                    DEFLEC99
 PA0692  GEOID HEIGHT-         -18.29  (meters)                     GEOID03
 PA0692  HORZ ORDER  -  THIRD
 PA0692
 PA0692.The horizontal coordinates were established by classical geodetic methods
 PA0692.and adjusted by the National Geodetic Survey in October 1991.
 PA0692
 PA0692
 PA0692.The Laplace correction was computed from DEFLEC99 derived deflections.
 PA0692
 PA0692.The geoid height was determined by GEOID03.
 PA0692
 PA0692;                    North         East     Units Scale Factor Converg.
 PA0692;SPC OR S     -   247,322.628 1,614,412.322   MT  0.99997266   +0 58 26.8
 PA0692;SPC OR S     -   811,425.94  5,296,628.35   iFT  0.99997266   +0 58 26.8
 PA0692;SPC OR N     -    25,195.393 2,614,431.418   MT  1.00014316   +1 00 35.1
 PA0692;SPC OR N     -    82,662.05  8,577,530.90   iFT  1.00014316   +1 00 35.1
 PA0692;UTM  11      - 4,861,119.296   333,219.671   MT  0.99994213   -1 26 22.4
 PA0692
 PA0692                          SUPERSEDED SURVEY CONTROL
 PA0692
 PA0692  NAD 83(1986)-  43 53 03.54203(N)    119 04 34.23721(W) AD(       ) 4
 PA0692  NAD 27      -  43 53 04.00000(N)    119 04 30.45000(W) AD(       ) 3
 PA0692
 PA0692.Superseded values are not recommended for survey control.
 PA0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0692.See file dsdata.txt to determine how the superseded data were derived.
 PA0692
 PA0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ3322061119(NAD 83)
 PA0692
 PA0692  HISTORY     - Date     Condition        Report By
 PA0692  HISTORY     - 1933     MONUMENTED       USFS
 PA0692  HISTORY     - 1936     SEE DESCRIPTION  USFS
 PA0692
 PA0692                          STATION DESCRIPTION
 PA0692
 PA0692'DESCRIBED BY US FOREST SERVICE 1936
 PA0692'THIS INTERSECTED STATION IS AT BURNT MOUNTAIN LOOKOUT HOUSE, WHICH
 PA0692'IS SITUATED ABOUT 20 MILES N OF BURNS AND WHICH MAY BE REACHED BY
 PA0692'A TRUCK ROAD.  AT BURNS SECURE HIGHWAY AND FOREST ROAD DIRECTIONS
 PA0692'TO MYRTLE BUTTE.  AT A POINT 2.5 MILES NW OF SILVIES RIVER BRIDGE,
 PA0692'TAKE WESTERLY ROAD, SIGNED, TO THE LOOKOUT, DISTANCE ABOUT 3.5
 PA0692'MILES.  HOUSE IS NOT ON MAIN SUMMIT.  STATION MARKED BY
 PA0692'U.S.F.S. DISK SET IN ROCK.  LOOKOUT HOUSE, 10 FEET SQUARE AND
 PA0692'SITTING ON GROUND, IS 2.29 METERS (7.5 FEET) SE OF DISK IN
 PA0692'AZIMUTH 303 DEG 00 MIN, MEASURED TO CENTER.
 PA0692'
 PA0692'NOT BY U.S.F.S. TRIANGULATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1165 ***********************************************************************
 NZ1165  DESIGNATION -  BURNT PEAK
 NZ1165  PID         -  NZ1165
 NZ1165  STATE/COUNTY-  OR/JACKSON
 NZ1165  USGS QUAD   -  MC LEOD (1988)
 NZ1165
 NZ1165                         *CURRENT SURVEY CONTROL
 NZ1165  ___________________________________________________________________
 NZ1165* NAD 83(1991)-  42 44 59.01792(N)    122 39 44.56431(W)     ADJUSTED  
 NZ1165* NAVD 88     -      1139.     (meters)    3737.     (feet)  SCALED    
 NZ1165  ___________________________________________________________________
 NZ1165  LAPLACE CORR-           3.46  (seconds)                    DEFLEC99
 NZ1165  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 NZ1165  HORZ ORDER  -  SECOND
 NZ1165
 NZ1165.The horizontal coordinates were established by classical geodetic methods
 NZ1165.and adjusted by the National Geodetic Survey in October 1991.
 NZ1165
 NZ1165.The orthometric height was scaled from a topographic map.
 NZ1165
 NZ1165.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ1165
 NZ1165.The geoid height was determined by GEOID03.
 NZ1165
 NZ1165;                    North         East     Units Scale Factor Converg.
 NZ1165;SPC OR S     -   122,594.551 1,322,997.209   MT  0.99992117   -1 28 45.8
 NZ1165;SPC OR S     -   402,213.09  4,340,542.02   iFT  0.99992117   -1 28 45.8
 NZ1165;UTM  10      - 4,733,078.296   527,630.372   MT  0.99960939   +0 13 45.0
 NZ1165
 NZ1165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NZ1165!SPC OR S     -   0.99982511  x   0.99992117  =   0.99974629
 NZ1165!UTM  10      -   0.99982511  x   0.99960939  =   0.99943456
 NZ1165
 NZ1165:                Primary Azimuth Mark                     Grid Az
 NZ1165:SPC OR S     -  FLOUNCE ROCK                             121 25 59.7
 NZ1165:UTM  10      -  FLOUNCE ROCK                             119 43 28.9
 NZ1165
 NZ1165|---------------------------------------------------------------------|
 NZ1165| PID    Reference Object                     Distance      Geod. Az  |
 NZ1165|                                                           dddmmss.s |
 NZ1165| NZ1161 FLOUNCE ROCK                        APPROX. 5.0 KM 1195713.9 |
 NZ1165| CD9153 BURNT PEAK RM 2                       3.374 METERS 14325     |
 NZ1165| CD9152 BURNT PEAK RM 1                       3.545 METERS 22551     |
 NZ1165|---------------------------------------------------------------------|
 NZ1165
 NZ1165                          SUPERSEDED SURVEY CONTROL
 NZ1165
 NZ1165  NAD 83(1986)-  42 44 59.01191(N)    122 39 44.58004(W) AD(       ) 2
 NZ1165  NAD 27      -  42 44 59.55653(N)    122 39 40.43270(W) AD(       ) 2
 NZ1165
 NZ1165.Superseded values are not recommended for survey control.
 NZ1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1165.See file dsdata.txt to determine how the superseded data were derived.
 NZ1165
 NZ1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN2763033078(NAD 83)
 NZ1165_MARKER: DD = SURVEY DISK
 NZ1165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ1165_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NZ1165
 NZ1165  HISTORY     - Date     Condition        Report By
 NZ1165  HISTORY     - 1972     MONUMENTED       OR-029
 NZ1165
 NZ1165                          STATION DESCRIPTION
 NZ1165
 NZ1165'DESCRIBED BY JACKSON COUNTY OREGON 1972 (LFS)
 NZ1165'THE STATION IS LOCATED ON THE HIGHEST POINT OF BURNT PEAK, A
 NZ1165'TIMBERED PEAK AIRLINE ABOUT 15 MILES NORTH-NORTHWEST OF BUTTE FALLS,
 NZ1165'12 MILES NORTHEAST OF SHADY COVE AND 4-1/2 MILES NORTHWEST OF THE
 NZ1165'ROGUE RIVER.
 NZ1165'
 NZ1165'TO REACH THE STATION FROM THE POST OFFICE AT SHADY COVE GO NORTH
 NZ1165'ON STATE HIGHWAY 62 FOR 2.1 MILES TO ITS JUNCTION WITH STATE
 NZ1165'HIGHWAY 227.  CONTINUE NORTHEAST ON STATE HIGHWAY 62 FOR 3.2 MILES
 NZ1165'TO A SIDE ROAD ON THE LEFT.  TURN LEFT ONTO ELK CREEK ROAD AND GO
 NZ1165'NORTH-NORTHEAST 11.6 MILES TO A SIDE ROAD ON THE RIGHT.  TURN
 NZ1165'RIGHT AS PER SIGN BURNT PEAK L. O. 6 AND GO SOUTHEAST 2.0 MILES TO
 NZ1165'A FORK.  CONTINUE STRAIGHT AHEAD ON THE RIGHT FORK AND GO
 NZ1165'SOUTHEAST 0.5 MILE TO A FORK.  TAKE THE RIGHT FORK UPHILL 0.5
 NZ1165'MILE TO A FORK.  TAKE THE LEFT FORK AND GO 2.1 MILES TO A
 NZ1165'FORK.  TAKE THE LEFT FORK UPHILL 1.0 MILE TO THE END OF THE
 NZ1165'ROAD AT THE LOOKOUT TOWER AND THE STATION SITE.
 NZ1165'
 NZ1165'THE STATION MARK IS A U.S. ENGINEERS DISK STAMPED BURNT PEAK
 NZ1165'1935 1964 PORTLAND DISTRICT SET IN THE TOP OF A 9-INCH CONCRETE
 NZ1165'CYLINDER PROJECTING 0.2 FOOT ABOVE THE GROUND AND IS DIRECTLY
 NZ1165'BENEATH THE CENTER OF THE BURNT PEAK LOOKOUT TOWER, A
 NZ1165'14-FOOT-SQUARE WOODEN LOOKOUT HOUSE ON A WOODEN TOWER AND IS
 NZ1165'ABOUT 40 FEET HIGH FROM THE GROUND TO THE PEAK OF THE ROOF.
 NZ1165'
 NZ1165'REFERENCE MARK 1 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK DISK
 NZ1165'STAMPED BURNT PK 1935 NO 1 CEMENTED IN A DRILL HOLE IN THE TOP OF
 NZ1165'AN OLD 2-FOOT SQUARE CONCRETE FOOTING PROJECTING 1-1/2 FEET ABOVE
 NZ1165'THE GROUND AND IS 2.3 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST LEG OF
 NZ1165'THE LOOKOUT TOWER AND ABOUT THE SAME ELEVATION AS THE STATION
 NZ1165'MARK.
 NZ1165'
 NZ1165'REFERENCE MARK 2 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK DISK
 NZ1165'STAMPED BURNT PK 1935 NO 2 CEMENTED IN A DRILL HOLE IN THE TOP OF AN
 NZ1165'OLD 2-FOOT-SQUARE CONCRETE FOOTING PROJECTING 1-1/2 FEET ABOVE THE
 NZ1165'GROUND AND IS 2.3 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST LEG OF THE
 NZ1165'LOOKOUT TOWER AND ABOUT THE SAME ELEVATION AS THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0960 ***********************************************************************
 OA0960  DESIGNATION -  BURNT POINT
 OA0960  PID         -  OA0960
 OA0960  STATE/COUNTY-  OR/CURRY
 OA0960  USGS QUAD   -  CARPENTERVILLE (1986)
 OA0960
 OA0960                         *CURRENT SURVEY CONTROL
 OA0960  ___________________________________________________________________
 OA0960* NAD 83(1991)-  42 11 54.26620(N)    124 22 27.51814(W)     ADJUSTED  
 OA0960* NAVD 88     -        80.     (meters)     262.     (feet)  SCALED    
 OA0960  ___________________________________________________________________
 OA0960  LAPLACE CORR-          16.94  (seconds)                    DEFLEC99
 OA0960  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 OA0960  HORZ ORDER  -  THIRD
 OA0960
 OA0960.The horizontal coordinates were established by classical geodetic methods
 OA0960.and adjusted by the National Geodetic Survey in October 1991.
 OA0960
 OA0960.The orthometric height was scaled from a topographic map.
 OA0960
 OA0960.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA0960
 OA0960.The geoid height was determined by GEOID03.
 OA0960
 OA0960;                    North         East     Units Scale Factor Converg.
 OA0960;SPC OR S     -    66,469.668 1,180,111.861   MT  1.00003670   -2 39 02.2
 OA0960;SPC OR S     -   218,076.34  3,871,758.07   iFT  1.00003670   -2 39 02.2
 OA0960;UTM  10      - 4,672,719.673   386,536.030   MT  0.99975841   -0 55 23.6
 OA0960
 OA0960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA0960!SPC OR S     -   0.99999183  x   1.00003670  =   1.00002853
 OA0960!UTM  10      -   0.99999183  x   0.99975841  =   0.99975024
 OA0960
 OA0960:                Primary Azimuth Mark                     Grid Az
 OA0960:SPC OR S     -  RIDGE KNOB                               358 50 57.8
 OA0960:UTM  10      -  RIDGE KNOB                               357 07 19.2
 OA0960
 OA0960|---------------------------------------------------------------------|
 OA0960| PID    Reference Object                     Distance      Geod. Az  |
 OA0960|                                                           dddmmss.s |
 OA0960| OA1017 RIDGE KNOB                          APPROX. 3.2 KM 3561155.6 |
 OA0960|---------------------------------------------------------------------|
 OA0960
 OA0960                          SUPERSEDED SURVEY CONTROL
 OA0960
 OA0960  NAD 83(1986)-  42 11 54.24972(N)    124 22 27.52189(W) AD(       ) 3
 OA0960  NAD 27      -  42 11 54.85800(N)    124 22 23.13000(W) AD(       ) 3
 OA0960
 OA0960.Superseded values are not recommended for survey control.
 OA0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0960.See file dsdata.txt to determine how the superseded data were derived.
 OA0960
 OA0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCM8653672720(NAD 83)
 OA0960
 OA0960  HISTORY     - Date     Condition        Report By
 OA0960  HISTORY     - 1872     MONUMENTED       CGS
 OA0960  HISTORY     - 1933     SEE DESCRIPTION  ORGS
 OA0960  HISTORY     - 1934     SEE DESCRIPTION  ORGS
 OA0960
 OA0960                          STATION DESCRIPTION
 OA0960
 OA0960'DESCRIBED BY COAST AND GEODETIC SURVEY 1872 (AWC)
 OA0960'STATION IS ON THE FIRST PROMINENT POINT BELOW THE NOW DESERTED
 OA0960'HOUS-TA-NAT-NA INDIAN VILLAGE, ON THE HIGHEST POINT TO THE SEAWARD
 OA0960'OF TWO PECULIAR ROUND HILLS.
 OA0960'
 OA0960'THE STATION IS MARKED ABOUT 2-1/2 FEET UNDERGROUND BY A BOTTLE AND
 OA0960'AT THE SURFACE BY A DRILL HOLE, FILLED WITH LEAD, IN A STONE
 OA0960'BLOCK.  THREE STAKES AROUND THE STATION BEAR N, S AND E (MAGNETIC)
 OA0960'AND ARE DISTANT 0.91 METER.
 OA0960
 OA0960                          STATION RECOVERY (1933)
 OA0960
 OA0960'RECOVERY NOTE BY OREGON GEODETIC SURVEY 1933
 OA0960'STATION IS ON A PROMINENT POINT WHICH JUTS OUT IN A SOUTHERLY
 OA0960'DIRECTION, ABOUT 4 MILES S OF CROOK POINT, ABOUT 5.5 MILES N OF
 OA0960'HOUSE ROCK, AND ABOUT 2 MILES N OF THE MOUTH OF THOMAS CREEK.  THE
 OA0960'STATION IS ON THE HIGHEST POINT TO THE SEAWARD OF TWO HILLS THAT
 OA0960'FORM THE SUMMIT OF THE POINT.
 OA0960
 OA0960                          STATION RECOVERY (1934)
 OA0960
 OA0960'RECOVERY NOTE BY OREGON GEODETIC SURVEY 1934
 OA0960'CONSULTED WITH MR. OSTRANDER, A NATIVE, FOR INFORMATION, BUT COULD
 OA0960'NOT GET ANYTHING DEFINITE.  DID NOT FIND THE POINT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0893 ***********************************************************************
 QC0893  DESIGNATION -  BURNT RIVER MOUNTAINS SUMMIT
 QC0893  PID         -  QC0893
 QC0893  STATE/COUNTY-  OR/MALHEUR
 QC0893  USGS QUAD   -  CLEVENGER BUTTE (1990)
 QC0893
 QC0893                         *CURRENT SURVEY CONTROL
 QC0893  ___________________________________________________________________
 QC0893* NAD 83(1991)-  44 14 34.35065(N)    118 08 10.83844(W)     ADJUSTED  
 QC0893* NAVD 88     -              **(meters)            **(feet)            
 QC0893  ___________________________________________________________________
 QC0893  LAPLACE CORR-           2.36  (seconds)                    DEFLEC99
 QC0893  GEOID HEIGHT-         -17.41  (meters)                     GEOID03
 QC0893  HORZ ORDER  -  THIRD
 QC0893
 QC0893.The horizontal coordinates were established by classical geodetic methods
 QC0893.and adjusted by the National Geodetic Survey in October 1991.
 QC0893
 QC0893
 QC0893.The Laplace correction was computed from DEFLEC99 derived deflections.
 QC0893
 QC0893.The geoid height was determined by GEOID03.
 QC0893
 QC0893;                    North         East     Units Scale Factor Converg.
 QC0893;SPC OR S     -   288,855.961 1,688,793.088   MT  1.00007082   +1 37 01.5
 QC0893;SPC OR S     -   947,690.16  5,540,659.74   iFT  1.00007082   +1 37 01.5
 QC0893;SPC OR N     -    66,792.797 2,688,782.381   MT  1.00002400   +1 40 34.6
 QC0893;SPC OR N     -   219,136.47  8,821,464.50   iFT  1.00002400   +1 40 34.6
 QC0893;UTM  11      - 4,899,476.828   409,266.931   MT  0.99970125   -0 47 34.4
 QC0893
 QC0893                          SUPERSEDED SURVEY CONTROL
 QC0893
 QC0893  NAD 83(1986)-  44 14 34.35115(N)    118 08 10.83014(W) AD(       ) 4
 QC0893  NAD 27      -  44 14 34.79000(N)    118 08 07.16000(W) AD(       ) 3
 QC0893
 QC0893.Superseded values are not recommended for survey control.
 QC0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0893.See file dsdata.txt to determine how the superseded data were derived.
 QC0893
 QC0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ0926799477(NAD 83)
 QC0893
 QC0893  HISTORY     - Date     Condition        Report By
 QC0893  HISTORY     - 1903     MONUMENTED       USGS
 QC0893  HISTORY     - 1935     SEE DESCRIPTION  CGS
 QC0893
 QC0893                          STATION DESCRIPTION
 QC0893
 QC0893'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (LAM)
 QC0893'THE COMPUTED POSITION OF THIS INTERSECTED POINT, CHECKED BY
 QC0893'VERTICAL ANGLES ONLY, INDICATES THAT IT IS THE SAME AS IRONSIDE, A
 QC0893'STATION OF U.S.G.S. ESTABLISHED IN 1903 ON IRONSIDE MOUNTAIN, A
 QC0893'PROMINENT PEAK IN THE NW PART OF THE COUNTY, WITH AN ELEVATION OF
 QC0893'7804 FEET.
 QC0893'
 QC0893'THE STATION IS MARKED BY A GEOLOGICAL SURVEY DISK IN ROCK,
 QC0893'SURMOUNTED BY A CAIRN ABOUT 7 FEET HIGH.
 QC0893'
 QC0893'NOTE--SELECTED IN RECONNAISSANCE BY ELI B. PACKER IN 1935 FOR USE
 QC0893'IN THE ARC FROM SKULL SPRINGS TO PRAIRIE CITY.  HE MENTIONS THE
 QC0893'REMAINS OF THE OLD CAIRN BUT NOT THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1851 ***********************************************************************
 QD1851  DESIGNATION -  BURNT TOP LOH
 QD1851  PID         -  QD1851
 QD1851  STATE/COUNTY-  OR/LANE
 QD1851  USGS QUAD   -  SOUTH SISTER (1988)
 QD1851
 QD1851                         *CURRENT SURVEY CONTROL
 QD1851  ___________________________________________________________________
 QD1851* NAD 83(1991)-  44 02 26.59636(N)    121 52 27.73649(W)     ADJUSTED  
 QD1851* NAVD 88     -      1928.5    (meters)    6327.     (feet)  VERTCON   
 QD1851  ___________________________________________________________________
 QD1851  LAPLACE CORR-          13.35  (seconds)                    DEFLEC99
 QD1851  GEOID HEIGHT-         -20.83  (meters)                     GEOID03
 QD1851  HORZ ORDER  -  THIRD
 QD1851
 QD1851.The horizontal coordinates were established by classical geodetic methods
 QD1851.and adjusted by the National Geodetic Survey in October 1991.
 QD1851
 QD1851.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1851.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1851
 QD1851.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1851
 QD1851.The geoid height was determined by GEOID03.
 QD1851
 QD1851;                    North         East     Units Scale Factor Converg.
 QD1851;SPC OR S     -   264,632.229 1,389,846.112   MT  1.00001060   -0 56 25.0
 QD1851;SPC OR S     -   868,215.97  4,559,862.57   iFT  1.00001060   -0 56 25.0
 QD1851;UTM  10      - 4,877,011.550   590,184.742   MT  0.99970003   +0 46 57.2
 QD1851
 QD1851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1851!SPC OR S     -   0.99970096  x   1.00001060  =   0.99971156
 QD1851!UTM  10      -   0.99970096  x   0.99970003  =   0.99940108
 QD1851
 QD1851                          SUPERSEDED SURVEY CONTROL
 QD1851
 QD1851  NAD 83(1986)-  44 02 26.60407(N)    121 52 27.74583(W) AD(       ) 3
 QD1851  NGVD 29 (04/26/90) 1927.2    (m)         6323.     (f) VERT ANG    3  
 QD1851
 QD1851.Superseded values are not recommended for survey control.
 QD1851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1851.See file dsdata.txt to determine how the superseded data were derived.
 QD1851
 QD1851_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP9018577012(NAD 83)
 QD1851_MARKER: 73 = LOOKOUT HOUSE
 QD1851
 QD1851  HISTORY     - Date     Condition        Report By
 QD1851  HISTORY     - 1955     FIRST OBSERVED   USGS
 QD1851  HISTORY     - 1958     GOOD             USGS
 QD1851
 QD1851                          STATION DESCRIPTION
 QD1851
 QD1851'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 QD1851'NOT OCCUPIED.
 QD1851'
 QD1851'LOCATED ABOUT 22 MI SW. OF SISTERS, 17 MI SE. OF MCKENZIE BRIDGE.
 QD1851'ON SPUR RIDGE EXTENDING W. OF CREST OF CASCADE RANGE.  TOP IS
 QD1851'ABOUT 3.5 MI W. OF CREST.
 QD1851'
 QD1851'STATION MARK--CENTER OF USFS SINGLE-STORY LOH.
 QD1851
 QD1851                          STATION RECOVERY (1958)
 QD1851
 QD1851'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 QD1851'NOT OCCUPIED.
 QD1851'
 QD1851'REACHED BY HELICOPTER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1761 ***********************************************************************
 RD1761  DESIGNATION -  BURR
 RD1761  PID         -  RD1761
 RD1761  STATE/COUNTY-  OR/POLK
 RD1761  USGS QUAD   -  BALLSTON (1992)
 RD1761
 RD1761                         *CURRENT SURVEY CONTROL
 RD1761  ___________________________________________________________________
 RD1761* NAD 83(1991)-  45 00 36.62081(N)    123 16 38.35873(W)     ADJUSTED  
 RD1761* NAVD 88     -       125.     (meters)     410.     (feet)  VERTCON   
 RD1761  ___________________________________________________________________
 RD1761  LAPLACE CORR-          -9.45  (seconds)                    DEFLEC99
 RD1761  GEOID HEIGHT-         -22.05  (meters)                     GEOID03
 RD1761  HORZ ORDER  -  SECOND
 RD1761
 RD1761.The horizontal coordinates were established by classical geodetic methods
 RD1761.and adjusted by the National Geodetic Survey in October 1991.
 RD1761
 RD1761.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD1761.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD1761
 RD1761.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1761
 RD1761.The geoid height was determined by GEOID03.
 RD1761
 RD1761;                    North         East     Units Scale Factor Converg.
 RD1761;SPC OR N     -   153,054.525 2,281,121.074   MT  0.99989839   -1 58 10.7
 RD1761;SPC OR N     -   502,147.39  7,483,993.02   iFT  0.99989839   -1 58 10.7
 RD1761;UTM  10      - 4,984,117.835   478,146.662   MT  0.99960587   -0 11 46.1
 RD1761
 RD1761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1761!SPC OR N     -   0.99998385  x   0.99989839  =   0.99988225
 RD1761!UTM  10      -   0.99998385  x   0.99960587  =   0.99958973
 RD1761
 RD1761                          SUPERSEDED SURVEY CONTROL
 RD1761
 RD1761  NAD 83(1986)-  45 00 36.64656(N)    123 16 38.37305(W) AD(       ) 2
 RD1761  NAD 27      -  45 00 37.22411(N)    123 16 34.00161(W) AD(       ) 2
 RD1761  NGVD 29 (07/19/86)  124.     (m)          407.     (f) VERT ANG    3  
 RD1761
 RD1761.Superseded values are not recommended for survey control.
 RD1761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1761.See file dsdata.txt to determine how the superseded data were derived.
 RD1761
 RD1761_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ7814784118(NAD 83)
 RD1761
 RD1761  HISTORY     - Date     Condition        Report By
 RD1761  HISTORY     - 1972     MONUMENTED       OR-053
 RD1761
 RD1761                          STATION DESCRIPTION
 RD1761
 RD1761'DESCRIBED BY POLK COUNTY OREGON 1972 (RB)
 RD1761'THE STATION IS LOCATED IN POLK COUNTY, OREGON, IN THE NORTHEAST
 RD1761'QUARTER OF SECTION 34, TOWNSHIP 6 SOUTH, RANGE 5 WEST OF THE
 RD1761'WILLAMETTE MERIDIAN.
 RD1761'
 RD1761'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS
 RD1761'22 AND 223, TRAVEL NORTHWESTERLY ALONG STATE HIHWAY 22 0.9 MILES TO
 RD1761'THE INTERSECTION OF COUNTY ROAD M-4.  TURN RIGHT AND TRAVEL
 RD1761'NORTHERLY ALONG M-4 3.0 MILES TO THE INTERSECTION OF COUNTY ROAD
 RD1761'6517 AND THE STATION ON THE RIGHT (EAST) SIDE OF THE ROAD.
 RD1761'
 RD1761'THE STATION IS A 12 IN CONCRETE MONUMENT SET 3 IN BELOW THE SURFACE
 RD1761'OF THE GROUND ON THE EAST SIDE OF THE COUNTY ROAD.  POLK COUNTY
 RD1761'BRASS CAP STAMPED BURR 34A 65 1972.  IT IS LOCATED 30 FEET EAST OF
 RD1761'THE CENTERLINE OF THE PAVEMENT, 1.5 FEET SOUTH OF A WITNESS POST
 RD1761'AND 18 FEET NORTHEAST OF POWER POLE.
 RD1761'
 RD1761'R.M. 1 IS A CENTER PUNCHED POLK COUNTY ALUMINUM CAP DRIVEN FLUSH
 RD1761'WITH THE GROUND ON THE WEST SIDE OF THE COUNTY ROAD.  IT IS LOCATED
 RD1761'25 FEET WEST OF THE CENTERLINE OF THE ROAD, 2 FEET EAST OF A FENCE
 RD1761'AND 60 FEET NORTH OF A GRAVEL ROAD WEST.
 RD1761'
 RD1761'R.M. 2 IS STAPLETON R.M. 3 SEPARATELY DESCRIBED (SEE NGS STATION
 RD1761'STAPLETON).
 RD1761'
 RD1761'HEIGHT OF LIGHT ABOVE STATION MARK 2.24 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1904 ***********************************************************************
 RD1904  DESIGNATION -  BURTON
 RD1904  PID         -  RD1904
 RD1904  STATE/COUNTY-  OR/TILLAMOOK
 RD1904  USGS QUAD   -  TILLAMOOK (1985)
 RD1904
 RD1904                         *CURRENT SURVEY CONTROL
 RD1904  ___________________________________________________________________
 RD1904* NAD 83(1991)-  45 25 40.29894(N)    123 50 49.99882(W)     ADJUSTED  
 RD1904* NAVD 88     -        25.     (meters)      82.     (feet)  SCALED    
 RD1904  ___________________________________________________________________
 RD1904  LAPLACE CORR-          18.94  (seconds)                    DEFLEC99
 RD1904  GEOID HEIGHT-         -22.29  (meters)                     GEOID03
 RD1904  HORZ ORDER  -  SECOND
 RD1904
 RD1904.The horizontal coordinates were established by classical geodetic methods
 RD1904.and adjusted by the National Geodetic Survey in October 1991.
 RD1904
 RD1904.The orthometric height was scaled from a topographic map.
 RD1904
 RD1904.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1904
 RD1904.The geoid height was determined by GEOID03.
 RD1904
 RD1904;                    North         East     Units Scale Factor Converg.
 RD1904;SPC OR N     -   201,132.469 2,238,153.611   MT  0.99990479   -2 22 25.7
 RD1904;SPC OR N     -   659,883.43  7,343,023.66   iFT  0.99990479   -2 22 25.7
 RD1904;UTM  10      - 5,030,831.174   433,724.823   MT  0.99965400   -0 36 12.8
 RD1904
 RD1904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1904!SPC OR N     -   0.99999957  x   0.99990479  =   0.99990436
 RD1904!UTM  10      -   0.99999957  x   0.99965400  =   0.99965357
 RD1904
 RD1904:                Primary Azimuth Mark                     Grid Az
 RD1904:SPC OR N     -  ALDER                                    004 06 39.3
 RD1904:UTM  10      -  ALDER                                    002 20 26.4
 RD1904
 RD1904|---------------------------------------------------------------------|
 RD1904| PID    Reference Object                     Distance      Geod. Az  |
 RD1904|                                                           dddmmss.s |
 RD1904| RD1905 ALDER                               APPROX. 7.2 KM 0014413.6 |
 RD1904| RD1902 TILLAMOOK SHELL OIL CO TANK         APPROX. 3.3 KM 0205023.8 |
 RD1904| DD9475 BURTON RM 3                           9.342 METERS 07831     |
 RD1904| DD9474 BURTON RM 2                          15.994 METERS 15211     |
 RD1904| DD9473 BURTON RM 1                          11.345 METERS 25308     |
 RD1904| RD1897 TILLAMOOK RADIO STA KTIL TOWER      APPROX. 3.8 KM 3281852.9 |
 RD1904|---------------------------------------------------------------------|
 RD1904
 RD1904                          SUPERSEDED SURVEY CONTROL
 RD1904
 RD1904  NAD 83(1986)-  45 25 40.32872(N)    123 50 49.99742(W) AD(       ) 2
 RD1904  NAD 27      -  45 25 40.95200(N)    123 50 45.54600(W) AD(       ) 2
 RD1904
 RD1904.Superseded values are not recommended for survey control.
 RD1904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1904.See file dsdata.txt to determine how the superseded data were derived.
 RD1904
 RD1904_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR3372530831(NAD 83)
 RD1904_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RD1904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD1904
 RD1904  HISTORY     - Date     Condition        Report By
 RD1904  HISTORY     - 1955     MONUMENTED       CGS
 RD1904  HISTORY     - 1964     GOOD             CGS
 RD1904  HISTORY     - 1971     SEE DESCRIPTION  NGS
 RD1904  HISTORY     - 1978     SEE DESCRIPTION  NGS
 RD1904  HISTORY     - 1979     GOOD             NGS
 RD1904
 RD1904                          STATION DESCRIPTION
 RD1904
 RD1904'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (FN)
 RD1904'ABOUT 2.0 MILES SOUTH OF TILLAMOOK, ABOUT 0.2 MILE SOUTH OF THE
 RD1904'TILLAMOOK RIVER, ABOUT 0.1 MILE WEST OF A PAVED ROAD, 14.97 METERS
 RD1904'NORTHWEST OF THE SOUTHWEST CORNER OF THE BUTTON RESIDENCE, 11.94
 RD1904'METERS NORTHWEST OF THE NORTHWEST CORNER OF THE BURTON RESIDENCE,
 RD1904'5.15 METERS NORTHEAST OF THE NORTHEAST CORNER OF THE BRAXMEYER
 RD1904'RESIDENCE, 2.61 METERS SOUTH OF THE NORTH END OF A FENCE, 2.0
 RD1904'METERS SOUTH OF THE EDGE OF A BANK ON THE SOUTH SIDE OF A
 RD1904'DRIVEWAY, 0.7 METER EAST OF THE FENCE, IN THE NORTHERLY CORNER OF
 RD1904'THE LAWN IN THE FRONT OF THE EASTERLY ONE OF TWO HOUSES
 RD1904'OVERLOOKING TILLAMOOK VALLEY TO THE NORTH.  IT IS A
 RD1904'STANDARD TRIANGULATION STATION DISK STAMPED BURTON 1955 SET
 RD1904'IN THE TOP OF A 10-INCH CONCRETE MONUMENT FLUSH WITH THE
 RD1904'LEVEL OF THE LAWN.
 RD1904'
 RD1904'UNDERGROUND MARK IS A STANDARD TRIANGULATION STATION DISK
 RD1904'STAMPED BURTON 1955 SET IN AN IRREGULAR MASS OF CONCRETE ABOUT
 RD1904'3-1/2 FEET BELOW THE SURFACE OF THE GROUND.
 RD1904'
 RD1904'REFERENCE MARK NO. 1 IS IN THE FIRST STEP OF A SERIES OF CONCRETE
 RD1904'STEPS LEADING TO THE REAR ENTRANCE TO THE BURTON RESIDENCE.  IT
 RD1904'IS A STANDARD REFERENCE MARK DISK STAMPED BURTON NO 1 1955
 RD1904'CEMENTED IN A DRILL HOLE IN A CONCRETE STEP.  IT IS SOUTHEAST OF
 RD1904'AND ABOUT 1 FOOT HIGHER THAN THE STATION.
 RD1904'
 RD1904'REFERENCE MARK NO. 2 IS 18.6 METERS SOUTH OF THE NORTH END OF
 RD1904'A FENCE, 18.0 METERS SOUTH OF THE SOUTH EDGE OF A BANK ON THE
 RD1904'SOUTH SIDE OF A DRIVEWAY, 0.7 METER EAST OF A FENCE.  IT IS A
 RD1904'STANDARD REFERENCE MARK DISK STAMPED BURTON NO 2 1955 SET IN THE
 RD1904'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.
 RD1904'IT IS SOUTH OF AND ABOUT 1 FOOT HIGHER THAN THE STATION.
 RD1904'
 RD1904'TO REACH THE STATION FROM THE INTERSECTION OF MAIN AVENUE AND
 RD1904'FIRST STREET IN TILLAMOOK GO SOUTH ON MAIN AVENUE 0.6 MILE TO THE
 RD1904'INTERSECTION OF MAIN AVENUE AND TWELFTH STREET, TURN RIGHT AND GO
 RD1904'1 BLOCK WEST, TURN LEFT AND GO SOUTH 0.3 MILE TO A FORK, TAKE THE
 RD1904'RIGHT FORK SOUTH 1.3 MILES TO A PRIVATE DRIVEWAY ON THE RIGHT,
 RD1904'TURN RIGHT AND FOLLOW THE PRIVATE DRIVEWAY WEST UP A STEEP GRADE
 RD1904'TO WHERE THE DRIVEWAY MAKES A SHARP BEND TO THE LEFT, FOLLOW
 RD1904'THE DRIVEWAY AROUND TO THE LEFT AND THE STATION ON THE RIGHT IN
 RD1904'THE NORTHERLY CORNER OF THE LAWN IN THE FRONT OF THE BURTON
 RD1904'RESIDENCE.
 RD1904
 RD1904                          STATION RECOVERY (1964)
 RD1904
 RD1904'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (PAS)
 RD1904'THE STATION WAS RECOVERED AS DESCRIBED, ALL MARKS WERE FOUND IN GOOD
 RD1904'CONDITION.
 RD1904
 RD1904                          STATION RECOVERY (1971)
 RD1904
 RD1904'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 RD1904'THE STATION MARK, STAMPED BURTON 1955, REFERENCE MARK NO. 1,
 RD1904'STAMPED BURTON NO 1 1955, AND REFERENCE MARK NO. 2, STAMPED BURTON
 RD1904'NO 2 1955 WERE RECOVERED AS DESCRIBED.
 RD1904'
 RD1904'THE STATION IS IN SECTION 36, R 10 W, T 1 S, ON PROPERTY OWNED
 RD1904'BY MR. ROBERT FITZGERALD.
 RD1904'
 RD1904'THE STATION MARK, AND REFERENCE MARK NO. 2 ARE IN AN ORNAMENTAL
 RD1904'HEDGE.  THE STATION MARK IS AT THE NORTH END OF THE HEDGE, AND
 RD1904'MAY BE OCCUPIED, BUT DAMAGES WOULD BE INVOLVED TO MEASURE THE
 RD1904'HORIZONTAL DISTANCE, AND DIRECTION TO REFERENCE MARK NO. 2.
 RD1904'
 RD1904'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RD1904'2 MILES SOUTH OF TILLAMOOK.
 RD1904
 RD1904                          STATION RECOVERY (1978)
 RD1904
 RD1904'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 RD1904'THE STATION MARK, AND REFERENCE MARK NO. 2 WERE RECOVERED IN GOOD
 RD1904'CONDITION.  REFERENCE MARK NO. 1 HAD BEEN DESTROYED.  REFERENCE
 RD1904'MARK NO. 3 WAS ESTABLISHED.  A NEW AND COMPLETE DESCRIPTION
 RD1904'FOLLOWS.
 RD1904'
 RD1904'THE STATION IS ON PROPERTY OWNED BY MR. ROBERT FITZGERALD.
 RD1904'
 RD1904'TO REACH THE STATION FROM THE TILLAMOOK POST OFFICE, GO WEST ON
 RD1904'SECOND STREET FOR 0.1 MILE TO U.S. HIGHWAY 101, TURN LEFT, AND
 RD1904'GO SOUTH ON U.S. HIGHWAY 101 FOR 0.55 MILE TO TWELFTH STREET,
 RD1904'TURN RIGHT, AND GO WEST ON TWELFTH STREET FOR 150 FEET TO A SIDE
 RD1904'ROAD LEFT, TURN LEFT, AND GO SOUTH ON THE MACADAM ROAD FOR 1.4
 RD1904'MILES TO THE BRIDGE OVER THE TILLAMOOK RIVER, CONTINUE SOUTH ON
 RD1904'THE MACADAM ROAD FOR 0.25 MILE TO A DRIVEWAY ON THE RIGHT, TURN
 RD1904'RIGHT, AND GO WEST UP THE DRIVEWAY FOR 0.15 MILE TO THE
 RD1904'STATION IN THE LAWN ON THE LEFT.
 RD1904'
 RD1904'THE STATION MARK, STAMPED BURTON 1955, IS A STANDARD DISK SET IN
 RD1904'A 10-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH, 40 FEET WEST
 RD1904'OF THE NORTHWEST CORNER OF MR. FITZGERALDS RESIDENCE, 17 FEET
 RD1904'NORTHEAST OF MR. KOTTRES RESIDENCE, 12 FEET SOUTH OF THE CENTER
 RD1904'OF THE DRIVEWAY, 6.3 FEET SOUTH OF THE CONCRETE RETAINING WALL,
 RD1904'AND 1.8 FEET EAST OF A WHITE BOARD FENCE.  (NOTE 1A AND 7A)
 RD1904'
 RD1904'REFERENCE MARK NO. 2, STAMPED BURTON NO 2 1955, IS A STANDARD
 RD1904'DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 RD1904'2-INCHES, 14.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 RD1904'MR. FITZGERALDS HOUSE, 8.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 RD1904'OF THE SUN DECK, AND 4-INCHES EAST OF THE BOARD FENCE.  (NOTE
 RD1904'11A)
 RD1904'
 RD1904'REFERENCE MARK NO. 3, STAMPED BURTON 1955 NO 3 1978, IS A
 RD1904'STANDARD DISK CEMENTED IN A DRILL HOLE IN THE CONCRETE RETAINING
 RD1904'WALL, 35.5 FEET EAST OF THE WEST END OF THE RETAINING WALL, 9.5
 RD1904'FEET WEST OF THE NORTHWEST CORNER OF MR. FITZGERALDS RESIDENCE,
 RD1904'AND 6 FEET SOUTH OF THE CENTER OF THE DRIVEWAY.
 RD1904'
 RD1904'THERE WAS NO AZIMUTH MARK ESTABLISHED FOR THIS STATION.
 RD1904'
 RD1904'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RD1904'2 MILES SOUTH OF TILLAMOOK.
 RD1904
 RD1904                          STATION RECOVERY (1979)
 RD1904
 RD1904'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 RD1904'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1978.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0735 ***********************************************************************
 PA0735  DESIGNATION -  BURY
 PA0735  PID         -  PA0735
 PA0735  STATE/COUNTY-  OR/MALHEUR
 PA0735  USGS QUAD   -  STEMLER RIDGE (1990)
 PA0735
 PA0735                         *CURRENT SURVEY CONTROL
 PA0735  ___________________________________________________________________
 PA0735* NAD 83(1991)-  43 45 42.51012(N)    118 07 32.80143(W)     ADJUSTED  
 PA0735* NAVD 88     -      1078.3    (meters)    3538.     (feet)  VERTCON   
 PA0735  ___________________________________________________________________
 PA0735  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 PA0735  GEOID HEIGHT-         -18.28  (meters)                     GEOID03
 PA0735  HORZ ORDER  -  SECOND
 PA0735
 PA0735.The horizontal coordinates were established by classical geodetic methods
 PA0735.and adjusted by the National Geodetic Survey in October 1991.
 PA0735
 PA0735.The NAVD 88 height was computed by applying the VERTCON shift value to
 PA0735.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PA0735
 PA0735.The Laplace correction was computed from DEFLEC99 derived deflections.
 PA0735
 PA0735.The geoid height was determined by GEOID03.
 PA0735
 PA0735;                    North         East     Units Scale Factor Converg.
 PA0735;SPC OR S     -   235,448.686 1,691,151.954   MT  0.99994819   +1 37 27.5
 PA0735;SPC OR S     -   772,469.44  5,548,398.80   iFT  0.99994819   +1 37 27.5
 PA0735;UTM  11      - 4,846,033.776   409,381.169   MT  0.99970100   -0 46 43.4
 PA0735
 PA0735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PA0735!SPC OR S     -   0.99983381  x   0.99994819  =   0.99978200
 PA0735!UTM  11      -   0.99983381  x   0.99970100  =   0.99953486
 PA0735
 PA0735:                Primary Azimuth Mark                     Grid Az
 PA0735:SPC OR S     -  KINGS                                    281 26 02.9
 PA0735:UTM  11      -  KINGS                                    283 50 13.8
 PA0735
 PA0735|---------------------------------------------------------------------|
 PA0735| PID    Reference Object                     Distance      Geod. Az  |
 PA0735|                                                           dddmmss.s |
 PA0735| PA0654 KINGS                               APPROX. 7.2 KM 2830330.4 |
 PA0735|---------------------------------------------------------------------|
 PA0735
 PA0735                          SUPERSEDED SURVEY CONTROL
 PA0735
 PA0735  NAD 83(1986)-  43 45 42.51280(N)    118 07 32.79740(W) AD(       ) 2
 PA0735  NGVD 29 (01/12/90) 1077.2    (m)         3534.     (f) VERT ANG    3  
 PA0735
 PA0735.Superseded values are not recommended for survey control.
 PA0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0735.See file dsdata.txt to determine how the superseded data were derived.
 PA0735
 PA0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ0938146034(NAD 83)
 PA0735_MARKER: DS = TRIANGULATION STATION DISK
 PA0735_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PA0735+WITH SETTING: INFORMATION.
 PA0735_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PA0735
 PA0735  HISTORY     - Date     Condition        Report By
 PA0735  HISTORY     - 1973     MONUMENTED       USGS
 PA0735
 PA0735                          STATION DESCRIPTION
 PA0735
 PA0735'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 PA0735'LOCATED ABOUT 48 MI ENE. OF BURNS, 46 MI WSW. OF VALE, 2.5 MI NW.
 PA0735'OF JUNTURA, ABOUT 0.65 MI S. OF U.S. HWY. 20.  ON HIGHEST POINT OF
 PA0735'LOWER BUT PROMINENT KNOLL ON NORTH END OF N.-S. RIDGE.
 PA0735'
 PA0735'TO REACH FROM JUNTURA, GO 3.4 MI NW. ON U.S. HWY. 20 TO GATE IN
 PA0735'ROW FENCE AND TRAIL S.  TURN LEFT THROUGH GATE AND GO 0.3 MI S.
 PA0735'TO SMALL STOCKPOND, CONTINUE S. ON EAST SIDE OF POND AND ALONG
 PA0735'DRAIN 0.4 MI.  TURN LEFT (BEGIN 4-WHEEL DRIVE) LEAVING RD. AND GO
 PA0735'CROSS-COUNTRY UPHILL 0.3 MI TO TOP OF RIDGE, TURN LEFT AND GO
 PA0735'ALONG TOP OF RIDGE 0.3 MI N. ON LOW KNOLL AT NORTH END OF RIDGE
 PA0735'TO STATION, 8 FT. SSE OF WITNESS POST.
 PA0735'
 PA0735'STATION MARK--STANDARD TABLET STAMPED---BURY 1973---, CRIMPED ON
 PA0735'TOP OF COPPERWELD ROD DRIVEN TO REFUSAL FLUSH WITH GROUND.
 PA0735'
 PA0735'RM 1--STANDARD RM TABLET STAMPED---BURY NO 1 1973---, CRIMPED ON
 PA0735'TOP OF COPPERWELD ROD DRIVEN TO REFUSAL FLUSH WITH GROUND, 0.95
 PA0735'FT. BELOW STATION.
 PA0735'
 PA0735'RM 2--STANDARD RM TABLET STAMPED---BURY NO 2 1973---, CRIMPED ON
 PA0735'TOP OF COPPERWELD ROD DRIVEN TO REFUSAL FLUSH WITH GROUND, 1.45
 PA0735'FT. BELOW STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0656 ***********************************************************************
 PA0656  DESIGNATION -  BURZ
 PA0656  PID         -  PA0656
 PA0656  STATE/COUNTY-  OR/HARNEY
 PA0656  USGS QUAD   -  DRINKWATER PASS (1990)
 PA0656
 PA0656                         *CURRENT SURVEY CONTROL
 PA0656  ___________________________________________________________________
 PA0656* NAD 83(1991)-  43 45 35.08954(N)    118 22 30.35860(W)     ADJUSTED  
 PA0656* NAVD 88     -      1326.3    (meters)    4351.     (feet)  VERTCON   
 PA0656  ___________________________________________________________________
 PA0656  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 PA0656  GEOID HEIGHT-         -18.41  (meters)                     GEOID03
 PA0656  HORZ ORDER  -  SECOND
 PA0656
 PA0656.The horizontal coordinates were established by classical geodetic methods
 PA0656.and adjusted by the National Geodetic Survey in October 1991.
 PA0656
 PA0656.The NAVD 88 height was computed by applying the VERTCON shift value to
 PA0656.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PA0656
 PA0656.The Laplace correction was computed from DEFLEC99 derived deflections.
 PA0656
 PA0656.The geoid height was determined by GEOID03.
 PA0656
 PA0656;                    North         East     Units Scale Factor Converg.
 PA0656;SPC OR S     -   234,680.552 1,671,089.103   MT  0.99994782   +1 27 13.5
 PA0656;SPC OR S     -   769,949.32  5,482,575.80   iFT  0.99994782   +1 27 13.5
 PA0656;UTM  11      - 4,846,107.835   389,308.233   MT  0.99975071   -0 57 04.2
 PA0656
 PA0656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PA0656!SPC OR S     -   0.99979495  x   0.99994782  =   0.99974278
 PA0656!UTM  11      -   0.99979495  x   0.99975071  =   0.99954571
 PA0656
 PA0656|---------------------------------------------------------------------|
 PA0656| PID    Reference Object                     Distance      Geod. Az  |
 PA0656|                                                           dddmmss.s |
 PA0656| CD7018 BURZ RM 2                            10.426 METERS 01226     |
 PA0656| PA0658 O TOOLE                             APPROX. 7.5 KM 2640732.3 |
 PA0656| CD7017 BURZ RM 1                             9.064 METERS 28426     |
 PA0656|---------------------------------------------------------------------|
 PA0656
 PA0656                          SUPERSEDED SURVEY CONTROL
 PA0656
 PA0656  NAD 83(1986)-  43 45 35.09378(N)    118 22 30.35524(W) AD(       ) 2
 PA0656  NAD 27      -  43 45 35.52400(N)    118 22 26.63538(W) AD(       ) 2
 PA0656  NGVD 29 (07/19/86) 1325.2    (m)         4348.     (f) VERT ANG    3  
 PA0656
 PA0656.Superseded values are not recommended for survey control.
 PA0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0656.See file dsdata.txt to determine how the superseded data were derived.
 PA0656
 PA0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ8930846108(NAD 83)
 PA0656_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PA0656_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PA0656_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PA0656
 PA0656  HISTORY     - Date     Condition        Report By
 PA0656  HISTORY     - 1968     MONUMENTED       USGS
 PA0656  HISTORY     - 1973     GOOD             USGS
 PA0656
 PA0656                          STATION DESCRIPTION
 PA0656
 PA0656'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (DER)
 PA0656'LOCATED ABOUT 40 MI. E. OF BURNS.  4 MI. S. OF DREWSEY AND 1
 PA0656'MI. S. OF STATE HIGHWAY 20.  ON A TOP WITH SCATTERED JUNIPER IN
 PA0656'AN AREA OF CONSIDERABLE OPEN PIT MINING ACTIVITY.
 PA0656'
 PA0656'TO REACH FROM POST OFFICE AT BURNS, GO E. ON STATE HIGHWAY 20
 PA0656'FOR 39.2 MI. TO RD. TO THE RIGHT AND A SIGN RIVERSIDE 23 MI.  TURN
 PA0656'RIGHT AND GO 0.8 MI. TO RD. LEFT.  TURN LEFT AND GO 0.4 MI. TO
 PA0656'RD. FORK.  TAKE RIGHT FORK 0.6 MI. TO SMALL CABIN.  PASS CABIN
 PA0656'AND CIRCLE S. AND W. ON RD. FOR 0.2 MI. TO S. SIDE OF SMALL OPEN
 PA0656'PIT MINE.  LEAVE RD. AND CLIMB SHARPLY TO THE SW. 0.4 MI.
 PA0656'CROSSING FIRST RIDGE AND SMALL VALLEY AND CLIMBING HILL TO TOP
 PA0656'AND STATION MARK, A DRIVE TO STATION, 4-WHEEL DRIVE ADVISABLE.
 PA0656'
 PA0656'STATION MARK--A STANDARD USGS TABLET STAMPED BURZ 1968 SET ON
 PA0656'ONE SECTION OF COPPER-WELD ROD DRIVEN TO REFUSAL AND ALSO
 PA0656'CEMENTED FLUSH IN CONCRETE BLOCK 6 INCHES IN DIAMETER AND
 PA0656'PROJECTING 2 INCHES ABOVE GROUND.
 PA0656'
 PA0656'REFERENCE MARK NO. 1--A STANDARD USGS REFERENCE MARK, STAMPED
 PA0656'NO 1 1968 SET ON 2 FT. SECTION OF COPPER-WELD ROD WHICH WAS
 PA0656'CEMENTED INTO DRILL HOLE IN BEDROCK AT A DEPTH OF 2 FT. WITH
 PA0656'CEMENT BLOCK, 6 INCHES IN DIAMETER, POURED AROUND COPPER-WELD
 PA0656'FLUSH WITH TABLET AND PROJECTING 2 INCHES ABOVE GROUND.
 PA0656'
 PA0656'REFERENCE MARK NO. 2--A STANDARD USGS REFERENCE MARK STAMPED
 PA0656'NO. 2 1968 AND SET ON 2 FT. SECTION OF COPPER WELD ROD WHICH WAS
 PA0656'CEMENTED INTO DRILL HOLE IN BEDROCK AT A DEPTH OF 2 FT. WITH A
 PA0656'CEMENT BLOCK, 6 IN. IN DIAMETER, POURED AROUND COPPER WELD, FLUSH
 PA0656'WITH TABLET AND PROJECTING 2 IN. ABOVE GROUND.
 PA0656
 PA0656                          STATION RECOVERY (1973)
 PA0656
 PA0656'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 PA0656'NOT OCCUPIED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2135 ***********************************************************************
 QE2135  DESIGNATION -  BUSEY
 QE2135  PID         -  QE2135
 QE2135  STATE/COUNTY-  OR/LINN
 QE2135  USGS QUAD   -  HARRISBURG (1969)
 QE2135
 QE2135                         *CURRENT SURVEY CONTROL
 QE2135  ___________________________________________________________________
 QE2135* NAD 83(1991)-  44 19 00.61971(N)    123 12 16.03191(W)     ADJUSTED  
 QE2135* NAVD 88     -        90.56   (+/-2cm)     297.1    (feet)  VERTCON   
 QE2135  ___________________________________________________________________
 QE2135  LAPLACE CORR-          -4.47  (seconds)                    DEFLEC99
 QE2135  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 QE2135  HORZ ORDER  -  THIRD
 QE2135  VERT ORDER  -  THIRD ? (See Below)
 QE2135
 QE2135.The horizontal coordinates were established by classical geodetic methods
 QE2135.and adjusted by the National Geodetic Survey in October 1991.
 QE2135
 QE2135.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE2135.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE2135.The vertical order pertains to the NGVD 29 superseded value.
 QE2135
 QE2135.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2135
 QE2135.The geoid height was determined by GEOID03.
 QE2135
 QE2135;                    North         East     Units Scale Factor Converg.
 QE2135;SPC OR N     -    75,860.700 2,284,283.141   MT  1.00000419   -1 55 04.7
 QE2135;SPC OR N     -   248,886.81  7,494,367.26   iFT  1.00000419   -1 55 04.7
 QE2135;SPC OR S     -   297,894.658 1,284,260.540   MT  1.00009601   -1 51 00.9
 QE2135;SPC OR S     -   977,344.68  4,213,453.22   iFT  1.00009601   -1 51 00.9
 QE2135;UTM  10      - 4,907,084.732   483,695.619   MT  0.99960327   -0 08 34.2
 QE2135
 QE2135!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2135!SPC OR N     -   0.99998940  x   1.00000419  =   0.99999359
 QE2135!SPC OR S     -   0.99998940  x   1.00009601  =   1.00008541
 QE2135!UTM  10      -   0.99998940  x   0.99960327  =   0.99959268
 QE2135
 QE2135:                Primary Azimuth Mark                     Grid Az
 QE2135:SPC OR N     -  HALSEY AMERICAN CAN COMPANY TANK         026 57 14.3
 QE2135:SPC OR S     -  HALSEY AMERICAN CAN COMPANY TANK         026 53 10.5
 QE2135:UTM  10      -  HALSEY AMERICAN CAN COMPANY TANK         025 10 43.8
 QE2135
 QE2135|---------------------------------------------------------------------|
 QE2135| PID    Reference Object                     Distance      Geod. Az  |
 QE2135|                                                           dddmmss.s |
 QE2135| QE2147 HALSEY AMERICAN CAN COMPANY TANK    APPROX. 7.9 KM 0250209.6 |
 QE2135| QE2148 HALSEY AMERICAN CAN COMPANY STACK   APPROX. 8.2 KM 0255627.6 |
 QE2135| CD9656 BUSEY RM 1                           16.445 METERS 13554     |
 QE2135| CD9657 BUSEY RM 2                           14.066 METERS 21452     |
 QE2135| CD9523 APEX OF ELEVATED TANK WSW                          2630057.1 |
 QE2135| QE2141 BUSEY AZ MK                         APPROX. 0.8 KM 3595223.9 |
 QE2135|---------------------------------------------------------------------|
 QE2135
 QE2135                          SUPERSEDED SURVEY CONTROL
 QE2135
 QE2135  NAD 83(1986)-  44 19 00.63810(N)    123 12 16.06143(W) AD(       ) 3
 QE2135  NAD 27      -  44 19 01.19370(N)    123 12 11.72390(W) AD(       ) 3
 QE2135  NGVD 29 (07/19/86)   89.52   (m)          293.7    (f) LEVELING    3  
 QE2135
 QE2135.Superseded values are not recommended for survey control.
 QE2135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2135.See file dsdata.txt to determine how the superseded data were derived.
 QE2135
 QE2135_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ8369607085(NAD 83)
 QE2135_MARKER: DS = TRIANGULATION STATION DISK
 QE2135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE2135
 QE2135  HISTORY     - Date     Condition        Report By
 QE2135  HISTORY     - 1945     MONUMENTED       CGS
 QE2135  HISTORY     - 1967     GOOD             CGS
 QE2135  HISTORY     - 1979     GOOD             NGS
 QE2135
 QE2135                          STATION DESCRIPTION
 QE2135
 QE2135'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (ANS)
 QE2135'STATION IS LOCATED ABOUT 3 MILES NNW FROM HARRISBURG, 1-1/4 MILES
 QE2135'W FROM THE BUSEY SCHOOLHOUSE, AND 1/2 MILE E OF THE BANK OF THE
 QE2135'WILLAMETTE RIVER.  IT IS IN THE NW FENCE CORNER AT AN INTERSECTION
 QE2135'OF A ROAD LEADING N WITH ONE RUNNING E AND W.
 QE2135'
 QE2135'STATION MARK IS A BRONZE STATION DISK SET IN A BLOCK OF CONCRETE
 QE2135'12 INCHES SQUARE AND PROJECTING 4 INCHES.  IT IS STAMPED BUSEY
 QE2135'1945.  IT IS SITUATED IN A GRAIN FIELD, 1 METER NW OF THE FENCE
 QE2135'CORNER, W ACROSS THE ROAD FROM THE MAIL BOX OF L.B. MOVIUS, AND
 QE2135'N ACROSS THE ROAD FROM A LONE MAPLE TREE.  UNDERGROUND MARK IS A
 QE2135'BRONZE STATION DISK SET IN CONCRETE.
 QE2135'
 QE2135'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A BLOCK OF
 QE2135'CONCRETE 12 INCHES SQUARE AND PROJECTING 6 INCHES.  IT IS STAMPED
 QE2135'BUSEY NO 1 1945, IS 4-1/2 METERS S OF THE CENTER OF THE ROAD AT
 QE2135'ABOUT THE INTERSECTION WITH THE ROAD LEADING N, AND 1 FOOT N OF
 QE2135'THE FENCE LINE.
 QE2135'
 QE2135'REFERENCE MARK 2, STAMPED BUSEY NO 2 1945, IS A BRONZE REFERENCE
 QE2135'DISK SET IN A BLOCK OF CONCRETE 8 INCHES SQUARE AND PROJECTING 4
 QE2135'INCHES.  IT IS 4-1/2 METERS S OF THE CENTER OF THE E-W ROAD AND 1
 QE2135'FOOT N OF THE FENCE LINE.
 QE2135'
 QE2135'THE APEX OF A FARMHOUSE WATER TANK 1/4 MILE WSW OF THE STATION
 QE2135'SERVES AS THE AZIMUTH MARK FOR THIS STATION.  THE TANK IS
 QE2135'ELEVATED AND ABOUT 30 FEET IN HEIGHT.
 QE2135
 QE2135                          STATION RECOVERY (1967)
 QE2135
 QE2135'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JCL)
 QE2135'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 QE2135'WERE RECOVERED IN GOOD CONDITION.  THE WATER TANK USED FOR THE
 QE2135'AZIMUTH MARK HAS BEEN TAKEN DOWN.  LANDMARKS HAVE CHANGED.  A NEW
 QE2135'AND COMPLETE DESCRIPTION FOLLOWS.
 QE2135'
 QE2135'THE STATION IS 4 MILES NORTHWEST OF HARRISBURG ON ROAD
 QE2135'RIGHT-OF-WAY.
 QE2135'
 QE2135'TO REACH THE STATION FROM THE CROSS STREET JUST EAST OF THE
 QE2135'HARRISBURG POST OFFICE GO NORTH ON U.S. HIGHWAY 99 E FOR 0.25 MILE
 QE2135'TO A FORK, LEAVE THE HIGHWAY BY TAKING THE LEFT FORK, RIVER ROAD
 QE2135'NORTH, FOR 2.8 MILES TO A CROSSROAD, TURN LEFT AND GO WEST ON
 QE2135'W. CARTNEY ROAD FOR 1.3 MILES TO THE STATION WHERE THE MAIN ROAD
 QE2135'TURNS TO THE NORTH AND A GRAVEL ROAD CONTINUES WEST.
 QE2135'
 QE2135'THE STATION MARK, STAMPED BUSEY 1945, IS A STANDARD DISK SET IN A
 QE2135'12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES.  IT IS 56
 QE2135'FEET NORTHWEST OF POWER POLE NO. B 40, 42 FEET NORTH AND ACROSS THE
 QE2135'GRAVELED ROAD FROM A LONE MAPLE TREE, 24 FEET WEST OF THE CENTER
 QE2135'OF W. CARTNEY ROAD, 20 FEET NORTH OF THE CENTER OF THE EAST-WEST
 QE2135'GRAVELED ROAD AND 0.5 FOOT NORTHWEST OF A METAL WITNESS POST
 QE2135'PLACED IN THE EAST-WEST FENCE LINE.
 QE2135'
 QE2135'REFERENCE MARK NO. 1, STAMPED BUSEY NO 1 1945, IS A STANDARD DISK
 QE2135'SET IN AN 8-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 5 INCHES,
 QE2135'53 FEET SOUTHEAST OF THE WITNESS POST, 19 FEET SOUTH OF THE CENTER
 QE2135'OF THE GRAVELED ROAD, 7 FEET SOUTHWEST OF THE POWER POLE AND 1
 QE2135'FOOT NORTH OF AN EAST-WEST FENCE LINE.
 QE2135'
 QE2135'REFERENCE MARK NO. 2, STAMPED BUSEY NO 2 1945, IS A STANDARD DISK
 QE2135'SET IN AN 8-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 5 INCHES,
 QE2135'46 FEET SOUTHWEST OF THE WITNESS POST, 19 FEET SOUTH OF THE CENTER
 QE2135'OF THE GRAVELED ROAD AND 1 FOOT NORTH OF AN EAST WEST FENCE
 QE2135'LINE.
 QE2135'
 QE2135'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QE2135'4 MILES NORTHWEST.
 QE2135
 QE2135                          STATION RECOVERY (1979)
 QE2135
 QE2135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 QE2135'THE STATION, REFERENCE MARK 1, AND REFERENCE MARK 2 WERE RECOVERED
 QE2135'IN GOOD CONDITION.  AN AZIMUTH MARK WAS SET AT THIS TIME.  THE
 QE2135'DISTANCE TO RM 1 CHECKED BY 0.02 METER FROM THE 1945 DESCRIPTION AND
 QE2135'THE DISTANCE TO RM 2 DIFFERED BY 0.024 METER FROM THE 1945
 QE2135'DESCRIPTION.  A NEW DESCRIPTION FOLLOWS.
 QE2135'
 QE2135'THE STATION IS LOCATED ABOUT 3-1/2 MILES NORTH-NORTH FROM HARRISBURG
 QE2135'AND ABOUT 1/2 MILE EAST OF THE WILLAMETTE RIVER.
 QE2135'
 QE2135'TO REACH THE STATION FROM THE CROSS STREET, EAST OF THE HARRISBURG
 QE2135'POST OFFICE, GO NORTH ON U.S. HIGHWAY 99 E FOR 0.2 MILE TO A ROAD
 QE2135'FORK, TAKE LEFT FORK, RIVER ROAD NORTH, AND GO 2.7 MILES TO A
 QE2135'CROSSROAD, TURN LEFT ON CARTNEY ROAD AND GO 1.3 MILES TO WHERE THE
 QE2135'MAIN ROAD TURNS NORTH AND A GRAVEL ROAD CONTINUES EAST TO A BOAT
 QE2135'RAMP, AND THE STATION AT THE NORTH EAST CORNER OF THE INTERSECTION.
 QE2135'
 QE2135'THE STATION IS A STANDARD US COAST AND GEODETIC SURVEY (NOW NOS) DISK
 QE2135'STAMPED---BUSEY 1945---SET INTO THE TOP OF A SQUARE CONCRETE
 QE2135'MONUMENT 30 CM (12 INCHES) ON SIDE PROJECTING 5 CM (2 INCHES) ABOVE
 QE2135'THE GROUND LOCATED 17.1 METERS (56 FEET) E FROM THE CENTER OF A
 QE2135'TRIANGLE FORMED BY ROAD LEADING TO A BOAT RAMP AND MAIN ROAD, 13.1
 QE2135'METERS (43 FEET) N FROM A LONE OAK TREE, 6.4 METERS (21 FEET) N FROM
 QE2135'THE CENTERLINE OF A GRAVEL RD, 0.52 METER (1.7 FEET) NE FROM A POWER
 QE2135'POLE NUMBER H M 3/13 B 41, AND 0.30 METER (1.0 FOOT) NW FROM A METAL
 QE2135'WITNESS POST.
 QE2135'
 QE2135'REFERENCE MARK NO. 1 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 QE2135'NOS) DISK STAMPED---BUSEY NO. 1 1945---SET INTO THE TOP OF A SQUARE
 QE2135'CONCRETE MONUMENT 25 CM (10 INCHES) ON SIDE PROJECTING 15 CM (6
 QE2135'INCHES) ABOVE THE GROUND LOCATED 5.8 METERS (19 FEET) S FROM THE
 QE2135'CENTERLINE OF A ROAD, 12.2 METERS (40 FEET) ENE FROM A LONE OAK TREE,
 QE2135'0.94 METER (3.1 FEET) NE FROM A BOAT RAMP SIGN, AND 0.3 METER (1
 QE2135'FOOT) LOWER THAN THE STATION.
 QE2135'
 QE2135'REFERENCE MARK NO. 2 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 QE2135'NOS) DISK STAMPED---BUSEY NO. 2 1945---SET INTO THE TOP OF A SQUARE
 QE2135'CONCRETE MONUMENT 25 CM (10 INCHES) ON SIDE PROJECTING 10 CM (4
 QE2135'INCHES) ABOVE THE GROUND LOCATED 5.5 METERS (18 FEET) S FROM THE
 QE2135'CENTERLINE OF THE ROAD, 7.0 METERS (23 FEET) WNW FROM A LONE OAK
 QE2135'TREE, AND 0.3 METER (1 FOOT) LOWER THAN THE STATION.
 QE2135'
 QE2135'AZIMUTH MARK NO. 1 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 QE2135'STAMPED---BUSEY 1945 1979---SET INTO THE TOP OF A ROUND CONCRETE
 QE2135'MONUMENT 25 CM (10 INCHES) IN DIAMETER PROJECTING 3 CM (1 INCH) ABOVE
 QE2135'THE GROUND LOCATED 21.0 METERS (69 FEET) N FROM THE CENTERLINE OF
 QE2135'CARTNEY ROAD, 18.3 METERS (60 FEET) SE FROM THE SE CORNER OF BROCK
 QE2135'RESIDENCE, 3.96 METERS (13.0 FEET) ESE FROM A FENCE CORNER, AND 0.61
 QE2135'METER (2.0 FEET) S FROM A FENCE AND METAL WITNESS POST.
 QE2135'
 QE2135'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH 0.5 MILE TO
 QE2135'WHERE THE ROAD TURNS WEST AND THE AZIMUTH MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1739 ***********************************************************************
 RD1739  DESIGNATION -  BUSH
 RD1739  PID         -  RD1739
 RD1739  STATE/COUNTY-  OR/YAMHILL
 RD1739  USGS QUAD   -  MC MINNVILLE (1992)
 RD1739
 RD1739                         *CURRENT SURVEY CONTROL
 RD1739  ___________________________________________________________________
 RD1739* NAD 83(1991)-  45 12 59.57727(N)    123 10 17.24475(W)     ADJUSTED  
 RD1739* NAVD 88     -        48.     (meters)     157.     (feet)  VERTCON   
 RD1739  ___________________________________________________________________
 RD1739  LAPLACE CORR-         -10.62  (seconds)                    DEFLEC99
 RD1739  GEOID HEIGHT-         -22.08  (meters)                     GEOID03
 RD1739  HORZ ORDER  -  SECOND
 RD1739
 RD1739.The horizontal coordinates were established by classical geodetic methods
 RD1739.and adjusted by the National Geodetic Survey in October 1991.
 RD1739
 RD1739.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD1739.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD1739
 RD1739.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1739
 RD1739.The geoid height was determined by GEOID03.
 RD1739
 RD1739;                    North         East     Units Scale Factor Converg.
 RD1739;SPC OR N     -   175,693.725 2,290,219.298   MT  0.99989493   -1 53 40.4
 RD1739;SPC OR N     -   576,422.98  7,513,842.84   iFT  0.99989493   -1 53 40.4
 RD1739;UTM  10      - 5,007,021.031   486,537.575   MT  0.99960223   -0 07 18.1
 RD1739
 RD1739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1739!SPC OR N     -   0.99999593  x   0.99989493  =   0.99989086
 RD1739!UTM  10      -   0.99999593  x   0.99960223  =   0.99959816
 RD1739
 RD1739:                Primary Azimuth Mark                     Grid Az
 RD1739:SPC OR N     -  MCMINNVILLE RAD STA KMCM W MST           345 31 46.8
 RD1739:UTM  10      -  MCMINNVILLE RAD STA KMCM W MST           343 45 24.5
 RD1739
 RD1739|---------------------------------------------------------------------|
 RD1739| PID    Reference Object                     Distance      Geod. Az  |
 RD1739|                                                           dddmmss.s |
 RD1739| RD1742 MCMINNVILLE RAD STA KMCM W MST      APPROX. 1.1 KM 3433806.4 |
 RD1739| RD1741 MCMINNVILLE RAD STA KMCM E MST      APPROX. 1.1 KM 3474952.4 |
 RD1739|---------------------------------------------------------------------|
 RD1739
 RD1739                          SUPERSEDED SURVEY CONTROL
 RD1739
 RD1739  NAD 83(1986)-  45 12 59.60233(N)    123 10 17.25544(W) AD(       ) 2
 RD1739  NAD 27      -  45 13 00.18304(N)    123 10 12.87961(W) AD(       ) 2
 RD1739  NGVD 29 (07/19/86)   47.     (m)          154.     (f) VERT ANG    3  
 RD1739
 RD1739.Superseded values are not recommended for survey control.
 RD1739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1739.See file dsdata.txt to determine how the superseded data were derived.
 RD1739
 RD1739_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR8653807021(NAD 83)
 RD1739_MARKER: Z = SEE DESCRIPTION
 RD1739_SETTING: 0 = UNSPECIFIED SETTING
 RD1739_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD1739
 RD1739  HISTORY     - Date     Condition        Report By
 RD1739  HISTORY     - 1972     MONUMENTED       OR1260
 RD1739
 RD1739                          STATION DESCRIPTION
 RD1739
 RD1739'DESCRIBED BY CITY OF MCMINNVILLE OREGON 1972 (RER)
 RD1739'STATION IS LOCATED AT EAST EDGE OF MC MINNVILLE, ON NORTH SIDE OF
 RD1739'COUNTY ROAD (RIVERSIDE DRIVE) EAST OF MOBILE HOME PARK,
 RD1739'APPROXIMATELY 0.37 MILES EAST OF HIGH VOLTAGE TRANSMISSION LINES.
 RD1739'
 RD1739'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 99W AND 3RD
 RD1739'STREET, GO EAST ON EAST 3RD STREET TO JOHNSON STREET AND TURN
 RD1739'LEFT ONTO JOHNSON STREET.  GO NORTH ON JOHNSON STREET 0.10 MILES
 RD1739'TO WHERE STREET BECOMES LAFAYETTE AVENUE.  PROCEED NE ON LAFAYETTE
 RD1739'AVENUE 0.4 MILES TO INTERSECTION OF RIVERSIDE DRIVE.  TURN RIGHT
 RD1739'ONTO RIVERSIDE DRIVE AND PROCEED EAST 0.55 MILES.
 RD1739'
 RD1739'THE STATION IS A CITY OF MC MINNVILLE BRASS DISK STAMPED BUSH 1972,
 RD1739'SET IN AND GROUTED WITH BONDEX TO THE TOP OF A 2-INCH X 36-INCH
 RD1739'IRON PIPE SURROUNDED BY CONCRETE 12 INCHES IN DIAMETER, 18-INCHES
 RD1739'DEEP AND FLUSH WITH THE GROUND SURFACE.  STATION IS ON NORTH EDGE
 RD1739'OF RIVERSIDE DRIVE ONE FOOT FROM NORTH EDGE OF PAVEMENT, 4.3
 RD1739'FEET SOUTH OF DITCH, 40.75 FEET EAST OF TELEPHONE POLE, 5.8 FEET
 RD1739'SE OF WITNESS POST.  THERE IS NO UNDERGROUND MARK TO THIS
 RD1739'STATION.
 RD1739'
 RD1739'HEIGHT OF LIGHT ABOVE STATION MARK 1.45 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2432 ***********************************************************************
 QE2432  DESIGNATION -  BUSH
 QE2432  PID         -  QE2432
 QE2432  STATE/COUNTY-  OR/LINCOLN
 QE2432  USGS QUAD   -  DEPOE BAY (1984)
 QE2432
 QE2432                         *CURRENT SURVEY CONTROL
 QE2432  ___________________________________________________________________
 QE2432* NAD 83(1991)-  44 47 52.86459(N)    124 04 14.87501(W)     ADJUSTED  
 QE2432* NAVD 88     -        21.     (meters)      69.     (feet)  SCALED    
 QE2432  ___________________________________________________________________
 QE2432  LAPLACE CORR-          21.43  (seconds)                    DEFLEC99
 QE2432  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 QE2432  HORZ ORDER  -  THIRD
 QE2432
 QE2432.The horizontal coordinates were established by classical geodetic methods
 QE2432.and adjusted by the National Geodetic Survey in October 1991.
 QE2432
 QE2432.The orthometric height was scaled from a topographic map.
 QE2432
 QE2432.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2432
 QE2432.The geoid height was determined by GEOID03.
 QE2432
 QE2432;                    North         East     Units Scale Factor Converg.
 QE2432;SPC OR N     -   131,959.672 2,217,582.279   MT  0.99991540   -2 31 56.5
 QE2432;SPC OR N     -   432,938.56  7,275,532.41   iFT  0.99991540   -2 31 56.5
 QE2432;UTM  10      - 4,961,070.811   415,308.660   MT  0.99968820   -0 45 16.3
 QE2432
 QE2432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2432!SPC OR N     -   1.00000044  x   0.99991540  =   0.99991584
 QE2432!UTM  10      -   1.00000044  x   0.99968820  =   0.99968864
 QE2432
 QE2432:                Primary Azimuth Mark                     Grid Az
 QE2432:SPC OR N     -  DAMP                                     033 21 43.8
 QE2432:UTM  10      -  DAMP                                     031 35 03.6
 QE2432
 QE2432|---------------------------------------------------------------------|
 QE2432| PID    Reference Object                     Distance      Geod. Az  |
 QE2432|                                                           dddmmss.s |
 QE2432| QE2430 DAMP                                427.427 METERS 0304947.3 |
 QE2432| QE2433 DEPOT                               166.869 METERS 23834     |
 QE2432|---------------------------------------------------------------------|
 QE2432
 QE2432                          SUPERSEDED SURVEY CONTROL
 QE2432
 QE2432  NAD 83(1986)-  44 47 52.88930(N)    124 04 14.92587(W) AD(       ) 3
 QE2432  NAD 83(1986)-  44 47 53.04441(N)    124 04 14.90399(W) AD(       ) 3
 QE2432  NAD 27      -  44 47 53.57400(N)    124 04 10.51000(W) AD(       ) 3
 QE2432
 QE2432.Superseded values are not recommended for survey control.
 QE2432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2432.See file dsdata.txt to determine how the superseded data were derived.
 QE2432
 QE2432_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ1530961071(NAD 83)
 QE2432_MARKER: Z = SEE DESCRIPTION
 QE2432_SETTING: 0 = UNSPECIFIED SETTING
 QE2432
 QE2432  HISTORY     - Date     Condition        Report By
 QE2432  HISTORY     - 1952     MONUMENTED       CGS
 QE2432  HISTORY     - 1956     SEE DESCRIPTION  USGS
 QE2432
 QE2432                          STATION DESCRIPTION
 QE2432
 QE2432'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HGC)
 QE2432'STATION LIES ABOUT 1 MILE S OF THE ENTRANCE TO DEPOE BAY, ABOUT
 QE2432'200 YARDS INLAND, AND NE OF A ROCKY HEADLAND.  IT IS NEAR THE
 QE2432'EDGE OF A CLEARING, ABOUT 2 FEET E OF A CUT BANK BORDERING A
 QE2432'ROAD EXCAVATION.
 QE2432'
 QE2432'STATION MARK IS A STANDARD TRAVERSE DISK, STAMPED BUSH 1952,
 QE2432'WHICH IS SET IN THE TOP OF A CONCRETE MASS 30 INCHES DEEP, WHICH
 QE2432'PROJECTS SEVERAL INCHES FROM THE GROUND.
 QE2432'
 QE2432'WITNESS POST IS A WHITE 4 BY 4 WHICH PROJECTS ABOUT 2 FEET FROM
 QE2432'THE GROUND.
 QE2432'
 QE2432'TO REACH THE STATION, TURN RIGHT ON THE ROAD RUNNING W FROM
 QE2432'U.S. HIGHWAY 101 ABOUT 950 YARDS S OF THE DEPOE BAY BRIDGE.  TURN
 QE2432'LEFT ABOUT 400 YARDS W OF THE HIGHWAY AND PROCEED ABOUT 450
 QE2432'YARDS.  THE STATION LIES E OF THE ROAD.
 QE2432
 QE2432                          STATION RECOVERY (1956)
 QE2432
 QE2432'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 QE2432'STATION DESTROYED.  A LOOSE CONCRETE TILE WAS FOUND IN A SHELL
 QE2432'DEPOSIT MOUND ABOUT 600 FEET NORTHEAST OF STATION TRAIN 1952.  IT
 QE2432'WAS 20 FEET NORTHEAST OF A FENCE AND 70 FEET NORTH OF A FENCE
 QE2432'CORNER.  A 15 MINUTE SEARCH REVEALED NO SUBSURFACE MARK NOR
 QE2432'REFERENCE MARKS.  LEFT THE DISC IN THE TILE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0965 ***********************************************************************
 OA0965  DESIGNATION -  BUSH MOUND
 OA0965  PID         -  OA0965
 OA0965  STATE/COUNTY-  OR/CURRY
 OA0965  USGS QUAD   -  CARPENTERVILLE (1986)
 OA0965
 OA0965                         *CURRENT SURVEY CONTROL
 OA0965  ___________________________________________________________________
 OA0965* NAD 83(1991)-  42 09 12.85910(N)    124 18 40.21833(W)     ADJUSTED  
 OA0965* NAVD 88     -       476.     (meters)    1562.     (feet)  SCALED    
 OA0965  ___________________________________________________________________
 OA0965  LAPLACE CORR-          14.51  (seconds)                    DEFLEC99
 OA0965  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 OA0965  HORZ ORDER  -  THIRD
 OA0965
 OA0965.The horizontal coordinates were established by classical geodetic methods
 OA0965.and adjusted by the National Geodetic Survey in October 1991.
 OA0965
 OA0965.The orthometric height was scaled from a topographic map.
 OA0965
 OA0965.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA0965
 OA0965.The geoid height was determined by GEOID03.
 OA0965
 OA0965;                    North         East     Units Scale Factor Converg.
 OA0965;SPC OR S     -    61,255.245 1,185,094.815   MT  1.00005010   -2 36 26.7
 OA0965;SPC OR S     -   200,968.65  3,888,106.35   iFT  1.00005010   -2 36 26.7
 OA0965;UTM  10      - 4,667,659.303   391,672.403   MT  0.99974439   -0 52 48.1
 OA0965
 OA0965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA0965!SPC OR S     -   0.99992968  x   1.00005010  =   0.99997978
 OA0965!UTM  10      -   0.99992968  x   0.99974439  =   0.99967409
 OA0965
 OA0965:                Primary Azimuth Mark                     Grid Az
 OA0965:SPC OR S     -  SMITHS HILL                              271 51 05.8
 OA0965:UTM  10      -  SMITHS HILL                              270 07 27.2
 OA0965
 OA0965|---------------------------------------------------------------------|
 OA0965| PID    Reference Object                     Distance      Geod. Az  |
 OA0965|                                                           dddmmss.s |
 OA0965| OA0966 SMITHS HILL                         APPROX. 3.6 KM 2691439.1 |
 OA0965|---------------------------------------------------------------------|
 OA0965
 OA0965                          SUPERSEDED SURVEY CONTROL
 OA0965
 OA0965  NAD 83(1986)-  42 09 12.84527(N)    124 18 40.22348(W) AD(       ) 3
 OA0965  NAD 27      -  42 09 13.43800(N)    124 18 35.85100(W) AD(       ) 3
 OA0965
 OA0965.Superseded values are not recommended for survey control.
 OA0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0965.See file dsdata.txt to determine how the superseded data were derived.
 OA0965
 OA0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCM9167267659(NAD 83)
 OA0965
 OA0965  HISTORY     - Date     Condition        Report By
 OA0965  HISTORY     - 1872     MONUMENTED       CGS
 OA0965  HISTORY     - 1933     SEE DESCRIPTION  ORGS
 OA0965
 OA0965                          STATION DESCRIPTION
 OA0965
 OA0965'DESCRIBED BY COAST AND GEODETIC SURVEY 1872 (AWC)
 OA0965'ON THE HIGHEST POINT OF THE HILL TO THE W OF THE POINT WHERE THE
 OA0965'COAST TRAIL ENTERS THE TIMBER.  THE HILL IS ROCKY AND BARE ON THE
 OA0965'SEAWARD SIDE, BUT COVERED WITH TIMBER ON THE OPPOSITE SIDE.
 OA0965'
 OA0965'STATION IS MARKED ABOUT 2-1/2 FEET UNDERGROUND BY A BOTTLE AND AT
 OA0965'THE SURFACE BY A DRILL HOLE, FILLED WITH LEAD, IN A STONE
 OA0965'BLOCK.  THREE STAKES AROUND THE STATION BEAR N, S AND E (MAGNETIC)
 OA0965'AND ARE DISTANT 0.91 METER.
 OA0965
 OA0965                          STATION RECOVERY (1933)
 OA0965
 OA0965'RECOVERY NOTE BY OREGON GEODETIC SURVEY 1933
 OA0965'STATION RECOVERED.  MARK FOUND AS DESCRIBED.  STATION IS ABOUT 7.25
 OA0965'MILES AIR LINE N AND A LITTLE WESTERLY FROM BROOKINGS AND VERY
 OA0965'CLOSE TO THE OREGON COAST HIGHWAY ABOUT 2.5 MILES IN FROM THE
 OA0965'COAST, ON THE HIGHEST POINT OF A HILL THAT IS ROCKY AND BARE TO
 OA0965'THE SEAWARD, BUT COVERED WITH TIMBER ON THE OPPOSITE SIDE.  THE
 OA0965'HILL IS W OF THE POINT WHERE THE OLD COAST TRAIL ENTERED THE
 OA0965'TIMBER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0962 ***********************************************************************
 QC0962  DESIGNATION -  BUST
 QC0962  PID         -  QC0962
 QC0962  STATE/COUNTY-  OR/GRANT
 QC0962  USGS QUAD   -  HAMILTON (1990)
 QC0962
 QC0962                         *CURRENT SURVEY CONTROL
 QC0962  ___________________________________________________________________
 QC0962* NAD 83(1991)-  44 42 19.97007(N)    119 20 46.80968(W)     ADJUSTED  
 QC0962* NAVD 88     -      1586.8    (meters)    5206.     (feet)  VERTCON   
 QC0962  ___________________________________________________________________
 QC0962  LAPLACE CORR-           9.46  (seconds)                    DEFLEC99
 QC0962  GEOID HEIGHT-         -18.71  (meters)                     GEOID03
 QC0962  HORZ ORDER  -  FIRST
 QC0962
 QC0962.The horizontal coordinates were established by classical geodetic methods
 QC0962.and adjusted by the National Geodetic Survey in October 1991.
 QC0962
 QC0962.The NAVD 88 height was computed by applying the VERTCON shift value to
 QC0962.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QC0962
 QC0962.The Laplace correction was computed from DEFLEC99 derived deflections.
 QC0962
 QC0962.The geoid height was determined by GEOID03.
 QC0962
 QC0962;                    North         East     Units Scale Factor Converg.
 QC0962;SPC OR N     -   116,095.046 2,591,417.669   MT  0.99992706   +0 49 05.4
 QC0962;SPC OR N     -   380,889.26  8,502,026.47   iFT  0.99992706   +0 49 05.4
 QC0962;UTM  11      - 4,952,919.318   314,127.503   MT  1.00002486   -1 39 03.7
 QC0962
 QC0962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QC0962!SPC OR N     -   0.99975419  x   0.99992706  =   0.99968127
 QC0962!UTM  11      -   0.99975419  x   1.00002486  =   0.99977905
 QC0962
 QC0962:                Primary Azimuth Mark                     Grid Az
 QC0962:SPC OR N     -  HAMILTON                                 048 14 08.6
 QC0962:UTM  11      -  HAMILTON                                 050 42 17.7
 QC0962
 QC0962|---------------------------------------------------------------------|
 QC0962| PID    Reference Object                     Distance      Geod. Az  |
 QC0962|                                                           dddmmss.s |
 QC0962| QC0963 HAMILTON                            APPROX. 1.0 KM 0490314.0 |
 QC0962| CD7020 BUST RM 2                            28.195 METERS 04944     |
 QC0962| CD7019 BUST RM 1                            25.750 METERS 31950     |
 QC0962|---------------------------------------------------------------------|
 QC0962
 QC0962                          SUPERSEDED SURVEY CONTROL
 QC0962
 QC0962  NAD 83(1986)-  44 42 19.97670(N)    119 20 46.80591(W) AD(       ) 1
 QC0962  NAD 27      -  44 42 20.44300(N)    119 20 42.87700(W) AD(       ) 1
 QC0962  NGVD 29 (07/19/86) 1585.6    (m)         5202.     (f) VERT ANG    3  
 QC0962
 QC0962.Superseded values are not recommended for survey control.
 QC0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0962.See file dsdata.txt to determine how the superseded data were derived.
 QC0962
 QC0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK1412852919(NAD 83)
 QC0962_MARKER: Z = SEE DESCRIPTION
 QC0962_SETTING: 0 = UNSPECIFIED SETTING
 QC0962
 QC0962  HISTORY     - Date     Condition        Report By
 QC0962  HISTORY     - 1946     MONUMENTED       CGS
 QC0962
 QC0962                          STATION DESCRIPTION
 QC0962
 QC0962'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 QC0962'STATION IS LOCATED ON THE WESTERN EDGE OF A PROMINENT RIDGE
 QC0962'APPROXIMATELY 2 MILES SOUTHWEST OF HAMILTON.  30 PACES WEST OF A
 QC0962'SMALL JUNIPER TREE, AND NORTH OF SEVERAL LARGE PINE TREES RUNNING
 QC0962'EAST AND WEST ALONG EDGE OF RIDGE.  A BRONZE DISK SET IN BEDROCK
 QC0962'1 FOOT BELOW THE GROUND AND STAMPED--BUST 1946.
 QC0962'
 QC0962'REFERENCE MARK NO. 1 IS A BRONZE DISK SET IN OUTCROPPING BEDROCK
 QC0962'6 FEET NORTHEAST OF A SMALL MAHOGANY TREE ALONG EDGE OF
 QC0962'HILL.  MARK IS STAMPED--BUST NO 1 1946 AND PROJECTS 6 INCHES.
 QC0962'
 QC0962'REFERENCE MARK NO. 2 IS A BRONZE DISK SET IN OUTCROPPING BEDROCK
 QC0962'5 PACES NORTHEAST OF A SMALL MAHOGANY TREE ON EDGE OF HILL, 10
 QC0962'PACES SOUTHEAST OF A 20-INCH PINE TREE.  MARK IS STAMPED--BUST
 QC0962'NO 2 1946 AND PROJECTS 6 INCHES ABOVE GROUND.
 QC0962'
 QC0962'TRIANGULATION STATION HAMILTON 1941 WAS USED AS THE AZIMUTH
 QC0962'MARK.  SEE DESCRIPTION FOR THAT STATION.
 QC0962'
 QC0962'TO REACH STATION FROM THE POST OFFICE IN HAMILTON, GO WEST ON
 QC0962'MAIN TRAVELED ROAD FOR 0.05 MILE.  TURN LEFT ALONG DIRT ROAD
 QC0962'PASSING THROUGH LOG CORRALS AND BETWEEN BARNS.  CONTINUE SOUTH UP
 QC0962'DEER CREEK ROAD FOR 0.9 MILE TO WOOD GATE.  PASS THROUGH GATE AND
 QC0962'CONTINUE ON MAIN TRAVELED ROAD FOR 0.9 MILE TO WIRE GATE.  PASS
 QC0962'THROUGH GATE AND CONTINUE UP CANYON FOR 4.5 MILES, CROSSING 3
 QC0962'CATTLEGUARDS, TO THE TOP OF HILL AND A SMALL CLEARING.  TURN
 QC0962'RIGHT ON ROAD LEADING SOUTHWESTERLY THROUGH WOODS FOR 0.05 MILE
 QC0962'TO ANOTHER DIM ROAD LEADING RIGHT AND NORTHWESTERLY THROUGH
 QC0962'WOODS.  TAKE ROAD RIGHT FOR 0.05 MILE.  HERE LEAVE ROAD
 QC0962'AND CONTINUE NORTHWESTERLY TO TOP OF RIDGE.  CONTINUE
 QC0962'NORTH ALONG RIDGE FOR 0.4 MILE TO A WIRE GATE IN AN
 QC0962'EAST-WEST FENCE LINE.  PASS THROUGH GATE AND CONTINUE
 QC0962'NORTH ALONG RIDGE, FOLLOWING COW TRAIL FOR 3.5 MILES TO EDGE OF
 QC0962'HILL RUNNING NORTHEAST AND SOUTHWEST AND STATION SITE.  THIS
 QC0962'IS A DRIVE STATION WITH A FOUR-WHEEL DRIVE VEHICLE.  IF
 QC0962'OTHER VEHICLES ARE USED, FOLLOW DESCRIPTION TO STATION
 QC0962'HAMILTON (USFS) 1941 TO END OF TRUCK TRAVEL.  FROM END OF
 QC0962'TRUCK TRAVEL, GO UP RIDGE TO LEFT TO SUMMIT, THENCE RIGHT
 QC0962'SOUTHWARD FOR ABOUT 1/2 MILE TO NEXT RIDGE AND STATION
 QC0962'SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AI1985 ***********************************************************************
 AI1985  CBN         -  This is a Cooperative Base Network Control Station.
 AI1985  DESIGNATION -  BUSTER
 AI1985  PID         -  AI1985
 AI1985  STATE/COUNTY-  OR/DOUGLAS
 AI1985  USGS QUAD   -  DEVILS GRAVEYARD (1990)
 AI1985
 AI1985                         *CURRENT SURVEY CONTROL
 AI1985  ___________________________________________________________________
 AI1985* NAD 83(2007)-  43 39 37.49344(N)    123 43 31.95739(W)     ADJUSTED  
 AI1985* NAVD 88     -        22.4    (meters)      73.     (feet)  GPS OBS   
 AI1985  ___________________________________________________________________
 AI1985  EPOCH DATE  -        2007.00
 AI1985  X           -  -2,565,985.699 (meters)                     COMP
 AI1985  Y           -  -3,843,819.747 (meters)                     COMP
 AI1985  Z           -   4,380,871.893 (meters)                     COMP
 AI1985  LAPLACE CORR-           4.03  (seconds)                    DEFLEC99
 AI1985  ELLIP HEIGHT-          -1.214 (meters)          (02/10/07) ADJUSTED
 AI1985  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 AI1985
 AI1985  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI1985  Type    PID    Designation                      North   East  Ellip
 AI1985  -------------------------------------------------------------------
 AI1985  NETWORK AI1985 BUSTER                            0.73   0.57   1.61
 AI1985  -------------------------------------------------------------------
 AI1985
 AI1985.The horizontal coordinates were established by GPS observations
 AI1985.and adjusted by the National Geodetic Survey in February 2007.
 AI1985
 AI1985.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI1985.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI1985.The horizontal coordinates are valid at the epoch date displayed above.
 AI1985.The epoch date for horizontal control is a decimal equivalence
 AI1985.of Year/Month/Day.
 AI1985
 AI1985.The orthometric height was determined by GPS observations and a
 AI1985.high-resolution geoid model.
 AI1985
 AI1985.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI1985
 AI1985.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1985
 AI1985.The ellipsoidal height was determined by GPS observations
 AI1985.and is referenced to NAD 83.
 AI1985
 AI1985.The geoid height was determined by GEOID03.
 AI1985
 AI1985;                    North         East     Units Scale Factor Converg.
 AI1985;SPC OR S     -   226,483.593 1,239,902.580   MT  0.99993142   -2 12 24.3
 AI1985;SPC OR S     -   743,056.41  4,067,921.85   iFT  0.99993142   -2 12 24.3
 AI1985;UTM  10      - 4,834,412.716   441,499.352   MT  0.99964209   -0 30 03.3
 AI1985
 AI1985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1985!SPC OR S     -   1.00000019  x   0.99993142  =   0.99993161
 AI1985!UTM  10      -   1.00000019  x   0.99964209  =   0.99964228
 AI1985
 AI1985                          SUPERSEDED SURVEY CONTROL
 AI1985
 AI1985  NAD 83(1998)-  43 39 37.49089(N)    123 43 31.95750(W) AD(       ) A
 AI1985  ELLIP H (04/24/00)   -1.210  (m)                       GP(       ) 3 1
 AI1985  NAD 83(1991)-  43 39 37.48873(N)    123 43 31.95667(W) AD(       ) B
 AI1985  ELLIP H (10/13/99)   -1.059  (m)                       GP(       ) 3 1
 AI1985
 AI1985.Superseded values are not recommended for survey control.
 AI1985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1985.See file dsdata.txt to determine how the superseded data were derived.
 AI1985
 AI1985_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP4149934413(NAD 83)
 AI1985_MARKER: DD = SURVEY DISK
 AI1985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI1985_STAMPING: BUSTER 1996
 AI1985_MARK LOGO: OR-019
 AI1985_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI1985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI1985+STABILITY: SURFACE MOTION
 AI1985_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1985+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AI1985
 AI1985  HISTORY     - Date     Condition        Report By
 AI1985  HISTORY     - 1996     MONUMENTED       OR-019
 AI1985
 AI1985                          STATION DESCRIPTION
 AI1985
 AI1985'DESCRIBED BY DOUGLAS COUNTY OREGON 1996 (RWS)
 AI1985'THE STATION IS LOCATED ABOUT 20.8 KM (12.90 MI) WEST OF ELKTON, 8 KM
 AI1985'(4.95 MI) EAST OF THE COMMUNITY OF SCOTTSBURG, ON THE NORTH SIDE OF
 AI1985'THE UMPQUA RIVER, ON SOUTH RIGHT-OF-WAY OF STATE HIGHWAY 38 (UMPQUA
 AI1985'HIGHWAY), 0.56 KM (0.35 MI) EAST OF HIGHWAY MILE POST 23, IN SECTION
 AI1985'14, T 22 S, R 9 W.  OWNERSHIP--OREGON STATE DEPARTMENT OF
 AI1985'TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 AI1985'HIGHWAY 38 AND WEATHERLY CREEK ROAD, ABOUT 20.5 KM (12.75 MI) WEST OF
 AI1985'ELKTON, GO EAST ON HIGHWAY 30 FOR 1.0 KM (0.60 MI) TO THE STATION ON
 AI1985'THE RIGHT.  THE STATION IS A DOUGLAS COUNTY SURVEYORS OFFICE DISK SET
 AI1985'IN TOP OF A 20 CM ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT
 AI1985'IS 96.6 M (316.9 FT) WEST FROM THE EXTENDED CENTER OF A PRIVATE DRIVE
 AI1985'LEADING NORTH, 25.3 M (83.0 FT) EAST FROM THE EXTENDED CENTER OF A
 AI1985'DRIVE LEADING NORTH INTO A STATE HIGHWAY STOCKPILE SITE, 86.9 M (285.1
 AI1985'FT) EAST FROM THE CENTER OF A FIELD ACCESS ROAD LEADING SOUTH, 9.2 M
 AI1985'(30.2 FT) SOUTH FROM THE SOUTH EDGE OF PAVEMENT, 1.0 M (3.3 FT) NORTH
 AI1985'FROM THE RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1664 ***********************************************************************
 QD1664  DESIGNATION -  BUTLER
 QD1664  PID         -  QD1664
 QD1664  STATE/COUNTY-  OR/DESCHUTES
 QD1664  USGS QUAD   -  BEND AIRPORT (1962)
 QD1664
 QD1664                         *CURRENT SURVEY CONTROL
 QD1664  ___________________________________________________________________
 QD1664* NAD 83(1991)-  44 05 15.26600(N)    121 14 36.43532(W)     ADJUSTED  
 QD1664* NAVD 88     -      1060.3    (meters)    3479.     (feet)  VERTCON   
 QD1664  ___________________________________________________________________
 QD1664  LAPLACE CORR-           1.58  (seconds)                    DEFLEC99
 QD1664  GEOID HEIGHT-         -20.97  (meters)                     GEOID03
 QD1664  HORZ ORDER  -  SECOND
 QD1664
 QD1664.The horizontal coordinates were established by classical geodetic methods
 QD1664.and adjusted by the National Geodetic Survey in October 1991.
 QD1664
 QD1664.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1664.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1664
 QD1664.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1664
 QD1664.The geoid height was determined by GEOID03.
 QD1664
 QD1664;                    North         East     Units Scale Factor Converg.
 QD1664;SPC OR S     -   269,198.692 1,440,457.529   MT  1.00002344   -0 30 31.1
 QD1664;SPC OR S     -   883,197.81  4,725,910.53   iFT  1.00002344   -0 30 31.1
 QD1664;UTM  10      - 4,883,099.550   640,622.922   MT  0.99984321   +1 13 20.4
 QD1664
 QD1664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1664!SPC OR S     -   0.99983706  x   1.00002344  =   0.99986050
 QD1664!UTM  10      -   0.99983706  x   0.99984321  =   0.99968030
 QD1664
 QD1664:                Primary Azimuth Mark                     Grid Az
 QD1664:SPC OR S     -  E 030                                    269 08 16.5
 QD1664:UTM  10      -  E 030                                    267 24 25.0
 QD1664
 QD1664|---------------------------------------------------------------------|
 QD1664| PID    Reference Object                     Distance      Geod. Az  |
 QD1664|                                                           dddmmss.s |
 QD1664| QD1690 E 030                               APPROX. 0.6 KM 2683745.4 |
 QD1664|---------------------------------------------------------------------|
 QD1664
 QD1664                          SUPERSEDED SURVEY CONTROL
 QD1664
 QD1664  NAD 83(1986)-  44 05 15.27183(N)    121 14 36.43835(W) AD(       ) 2
 QD1664  NAD 27      -  44 05 15.85062(N)    121 14 32.32962(W) AD(       ) 2
 QD1664  NGVD 29 (07/19/86) 1059.1    (m)         3475.     (f) VERT ANG    3  
 QD1664
 QD1664.Superseded values are not recommended for survey control.
 QD1664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1664.See file dsdata.txt to determine how the superseded data were derived.
 QD1664
 QD1664_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP4062383100(NAD 83)
 QD1664_MARKER: DD = SURVEY DISK
 QD1664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD1664_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QD1664_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 QD1664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD1664+STABILITY: SURFACE MOTION
 QD1664
 QD1664  HISTORY     - Date     Condition        Report By
 QD1664  HISTORY     - 1978     MONUMENTED       OR-017
 QD1664
 QD1664                          STATION DESCRIPTION
 QD1664
 QD1664'DESCRIBED BY DESCHUTES COUNTY OREGON 1978 (JAK)
 QD1664'THE STATION IS ABOUT 2.5 MILES NORTHEAST OF BEND, ON THE SHOULDER OF
 QD1664'BUTLER MARKET ROAD, AT THE INTERSECTION WITH HAMBY ROAD.
 QD1664'
 QD1664'TO REACH THE STATION FROM THE COURTHOUSE IN BEND, GO EAST ON GREENWOOD
 QD1664'AVENUE AND HIGHWAY 20 FOR 2.5 MILES TO THE JUNCTION WITH DENSER ROAD.
 QD1664'TURN LEFT AND GO NORTH ON DENSER ROAD FOR 2.1 MILES TO THE JUNCTION
 QD1664'WITH BUTLER MARKET ROAD.  TURN RIGHT AND GO EASTERLY 1.1 MILES TO THE
 QD1664'JUNCTION WITH HAMBY ROAD, AND THE STATION.
 QD1664'
 QD1664'STATION MARK IS A STANDARD DESCHUTES COUNTY DISK STAMPED ---BUTLER
 QD1664'1978---.  THE DISK IS SET IN THE TOP OF AN 8-INCH CYLINDRICAL CONCRETE
 QD1664'MONUMENT WHICH PROJECTS TWO INCHES ABOVE THE GROUND.  IT IS 12.8 FEET
 QD1664'NORTHWEST OF A FENCE CORNER POST, 52.9 FEET NORTH OF A POWER POLE
 QD1664'NUMBER 240400,  3.5 FEET EAST OF THE EDGE OF PAVEMENT, AND 6.5 FEET
 QD1664'NORTHWEST OF A METAL SIGN POST MARKED BEND AIRPORT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1085 ***********************************************************************
 NZ1085  DESIGNATION -  BUTLER
 NZ1085  PID         -  NZ1085
 NZ1085  STATE/COUNTY-  OR/JACKSON
 NZ1085  USGS QUAD   -  ASHLAND (1996)
 NZ1085
 NZ1085                         *CURRENT SURVEY CONTROL
 NZ1085  ___________________________________________________________________
 NZ1085* NAD 83(1991)-  42 13 32.90307(N)    122 41 11.05472(W)     ADJUSTED  
 NZ1085* NAVD 88     -       813.5    (meters)    2669.     (feet)  VERTCON   
 NZ1085  ___________________________________________________________________
 NZ1085  LAPLACE CORR-           5.89  (seconds)                    DEFLEC99
 NZ1085  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 NZ1085  HORZ ORDER  -  SECOND
 NZ1085
 NZ1085.The horizontal coordinates were established by classical geodetic methods
 NZ1085.and adjusted by the National Geodetic Survey in October 1991.
 NZ1085
 NZ1085.The NAVD 88 height was computed by applying the VERTCON shift value to
 NZ1085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NZ1085
 NZ1085.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ1085
 NZ1085.The geoid height was determined by GEOID03.
 NZ1085
 NZ1085;                    North         East     Units Scale Factor Converg.
 NZ1085;SPC OR S     -    64,468.728 1,319,511.893   MT  1.00002881   -1 29 45.0
 NZ1085;SPC OR S     -   211,511.57  4,329,107.26   iFT  1.00002881   -1 29 45.0
 NZ1085;UTM  10      - 4,674,895.343   525,879.259   MT  0.99960824   +0 12 38.7
 NZ1085
 NZ1085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NZ1085!SPC OR S     -   0.99987616  x   1.00002881  =   0.99990497
 NZ1085!UTM  10      -   0.99987616  x   0.99960824  =   0.99948445
 NZ1085
 NZ1085|---------------------------------------------------------------------|
 NZ1085| PID    Reference Object                     Distance      Geod. Az  |
 NZ1085|                                                           dddmmss.s |
 NZ1085| CD9159 BUTLER RM 2                           5.855 METERS 02933     |
 NZ1085| CD9158 BUTLER RM 1                           5.901 METERS 11843     |
 NZ1085| NZ1083 POMPADOUR                           APPROX. 4.2 KM 1301317.5 |
 NZ1085|---------------------------------------------------------------------|
 NZ1085
 NZ1085                          SUPERSEDED SURVEY CONTROL
 NZ1085
 NZ1085  NAD 83(1986)-  42 13 32.89228(N)    122 41 11.06624(W) AD(       ) 2
 NZ1085  NAD 27      -  42 13 33.41872(N)    122 41 06.94846(W) AD(       ) 2
 NZ1085  NGVD 29 (07/19/86)  812.4    (m)         2665.     (f) VERT ANG    3  
 NZ1085
 NZ1085.Superseded values are not recommended for survey control.
 NZ1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1085.See file dsdata.txt to determine how the superseded data were derived.
 NZ1085
 NZ1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM2587974895(NAD 83)
 NZ1085_MARKER: Z = SEE DESCRIPTION
 NZ1085_SETTING: 0 = UNSPECIFIED SETTING
 NZ1085
 NZ1085  HISTORY     - Date     Condition        Report By
 NZ1085  HISTORY     - 1968     MONUMENTED       OR-029
 NZ1085
 NZ1085                          STATION DESCRIPTION
 NZ1085
 NZ1085'DESCRIBED BY JACKSON COUNTY OREGON 1968
 NZ1085'THE STATION IS 1-1/2 MILES NORTHEAST OF INTERSTATE HIGHWAY NO. 5
 NZ1085'AND 2.5 MILES NORTHEAST OF ASHLAND ON THE SOUTHWESTERLY FACE OF
 NZ1085'A BUTTE, WHICH IS OWNED BY J.D. IMPERATRICE.
 NZ1085'
 NZ1085'TO REACH THIS STATION FROM THE ASHLAND POST OFFICE, GO SOUTHEAST
 NZ1085'ONE BLOCK TO SISKIYOU BOULEVARD, THEN GO SOUTHEASTERLY ON SISKIYOU
 NZ1085'BOULEVARD 0.5 MILE TO EAST MAIN STREET, PROCEED EAST ON MAIN STREET
 NZ1085'0.5 MILE TO MOUNTAIN AVENUE, GO NORTH ON MOUNTAIN AVENUE 1.3 MILES
 NZ1085'TO FREEWAY OVERPASS, CONTINUE ACROSS FREEWAY OVERPASS FOR 0.3
 NZ1085'MILE TO WHERE THE MAIN ROAD TURNS LEFT AND A GRAVELED FARM LANE
 NZ1085'CONTINUES NORTH, TAKE THE LANE NORTH 0.5 MILE TO A RESIDENCE (THIS
 NZ1085'STATION IS ON PRIVATE LAND, CHECK THERE FOR PERMISSION),
 NZ1085'CONTINUE NORTHEAST ON A DIRT RANCH ROAD 0.5 MILE TO A WATER COURSE
 NZ1085'(CREEK MAY BE DRY) TURN RIGHT ALONG THE SOUTHWESTERLY SIDE OF A
 NZ1085'WATER COURSE FOR 0.4 MILE TO PACIFIC POWER AND LIGHT POWER
 NZ1085'TRANSMISSION LINES, GO SOUTHEASTERLY ALONG THE POWER LINES
 NZ1085'0.3 MILE TO DOUBLE TOWERS ON A RIDGE (TOWERS NO. 5/25 AND
 NZ1085'4/13), TURN SOUTHWESTERLY AT RIGHT ANGLES TO THE POWER LINES
 NZ1085'AND GO 500 FEET TO THE STATION.
 NZ1085'
 NZ1085'THE STATION MARK, STAMPED BUTLER JACKSON CO. S. 1968, IS A 3-INCH
 NZ1085'BRONZE DISK SET IN A IRREGULAR MASS OF CONCRETE THAT PROJECTS 4
 NZ1085'INCHES.
 NZ1085'
 NZ1085'REFERENCE MARK NO. 1, STAMPED BUTLER R.M. NO. 1 1968, IS A
 NZ1085'STANDARD DISK CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP.
 NZ1085'
 NZ1085'REFERENCE MARK NO. 2, STAMPED BUTLER R.M. NO. 2 1968, IS A
 NZ1085'STANDARD DISK SET IN A IRREGULAR MASS OF CONCRETE THAT PROJECTS
 NZ1085'2 INCHES.
 NZ1085'
 NZ1085'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 27.08 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1160 ***********************************************************************
 NZ1160  DESIGNATION -  BUTLER
 NZ1160  PID         -  NZ1160
 NZ1160  STATE/COUNTY-  OR/DOUGLAS
 NZ1160  USGS QUAD   -  BUTLER BUTTE (1989)
 NZ1160
 NZ1160                         *CURRENT SURVEY CONTROL
 NZ1160  ___________________________________________________________________
 NZ1160* NAD 83(1991)-  42 53 16.83152(N)    122 40 46.99163(W)     ADJUSTED  
 NZ1160* NAVD 88     -      1682.     (meters)    5518.     (feet)  SCALED    
 NZ1160  ___________________________________________________________________
 NZ1160  LAPLACE CORR-           7.23  (seconds)                    DEFLEC99
 NZ1160  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 NZ1160  HORZ ORDER  -  SECOND
 NZ1160
 NZ1160.The horizontal coordinates were established by classical geodetic methods
 NZ1160.and adjusted by the National Geodetic Survey in October 1991.
 NZ1160
 NZ1160.The orthometric height was scaled from a topographic map.
 NZ1160
 NZ1160.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ1160
 NZ1160.The geoid height was determined by GEOID03.
 NZ1160
 NZ1160;                    North         East     Units Scale Factor Converg.
 NZ1160;SPC OR S     -   137,986.404 1,321,977.817   MT  0.99990654   -1 29 28.5
 NZ1160;SPC OR S     -   452,711.30  4,337,197.56   iFT  0.99990654   -1 29 28.5
 NZ1160;UTM  10      - 4,748,428.228   526,152.875   MT  0.99960841   +0 13 04.7
 NZ1160
 NZ1160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NZ1160!SPC OR S     -   0.99973993  x   0.99990654  =   0.99964649
 NZ1160!UTM  10      -   0.99973993  x   0.99960841  =   0.99934844
 NZ1160
 NZ1160                          SUPERSEDED SURVEY CONTROL
 NZ1160
 NZ1160  NAD 83(1986)-  42 53 16.82962(N)    122 40 47.00608(W) AD(       ) 2
 NZ1160  NAD 27      -  42 53 17.39010(N)    122 40 42.85190(W) AD(       ) 2
 NZ1160
 NZ1160.Superseded values are not recommended for survey control.
 NZ1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1160.See file dsdata.txt to determine how the superseded data were derived.
 NZ1160
 NZ1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN2615348428(NAD 83)
 NZ1160
 NZ1160  HISTORY     - Date     Condition        Report By
 NZ1160  HISTORY     - 1953     MONUMENTED       USGS
 NZ1160
 NZ1160                          STATION DESCRIPTION
 NZ1160
 NZ1160'DESCRIBED BY US GEOLOGICAL SURVEY 1953 (HSC)
 NZ1160'THE STATION IS A RIVET DRIVEN IN A CROSS MEMBER DIRECTLY UNDER
 NZ1160'THE CENTER OF THE LOOKOUT TOWER ON THE SUMMIT OF BUTLER
 NZ1160'BUTTE.  THE RIVET IS STAMPED U.S.G.S. BM.
 NZ1160'
 NZ1160'THE LOOKOUT TOWER IS A WOODEN STRUCTURE WITH A STANDARD 14 X 14
 NZ1160'FOOT OBSERVING CAB ON TOP.  THE ELEVATION OF THE BUTTE IS
 NZ1160'APPROXIMATELY 5046 FEET.
 NZ1160'
 NZ1160'INQUIRE AT THE BIG CAMAS RANGER STATION AS TO THE MOST FEASIBLE
 NZ1160'METHOD TO REACH THE STATION.
 NZ1160'
 NZ1160'A TRAVERSE CONNECTION WAS MADE FROM STATION BUTLER BU.  SEE
 NZ1160'DESCRIPTION THEREOF.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0918 ***********************************************************************
 OA0918  DESIGNATION -  BUTLER
 OA0918  PID         -  OA0918
 OA0918  STATE/COUNTY-  OR/CURRY
 OA0918  USGS QUAD   -  MOUNT BUTLER (1986)
 OA0918
 OA0918                         *CURRENT SURVEY CONTROL
 OA0918  ___________________________________________________________________
 OA0918* NAD 83(1991)-  42 46 02.12243(N)    124 15 37.23116(W)     ADJUSTED  
 OA0918* NAVD 88     -       899.1    (meters)    2950.     (feet)  VERTCON   
 OA0918  ___________________________________________________________________
 OA0918  LAPLACE CORR-          11.03  (seconds)                    DEFLEC99
 OA0918  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 OA0918  HORZ ORDER  -  THIRD
 OA0918
 OA0918.The horizontal coordinates were established by classical geodetic methods
 OA0918.and adjusted by the National Geodetic Survey in October 1991.
 OA0918
 OA0918.The NAVD 88 height was computed by applying the VERTCON shift value to
 OA0918.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OA0918
 OA0918.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA0918
 OA0918.The geoid height was determined by GEOID03.
 OA0918
 OA0918;                    North         East     Units Scale Factor Converg.
 OA0918;SPC OR S     -   129,164.408 1,192,351.637   MT  0.99991900   -2 34 21.5
 OA0918;SPC OR S     -   423,767.74  3,911,914.82   iFT  0.99991900   -2 34 21.5
 OA0918;UTM  10      - 4,735,739.685   396,884.054   MT  0.99973081   -0 51 21.1
 OA0918
 OA0918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA0918!SPC OR S     -   0.99986306  x   0.99991900  =   0.99978207
 OA0918!UTM  10      -   0.99986306  x   0.99973081  =   0.99959391
 OA0918
 OA0918                          SUPERSEDED SURVEY CONTROL
 OA0918
 OA0918  NAD 83(1986)-  42 46 02.10448(N)    124 15 37.26391(W) AD(       ) 3
 OA0918  NAD 27      -  42 46 02.86200(N)    124 15 32.91900(W) AD(       ) 3
 OA0918  NGVD 29 (07/19/86)  898.0    (m)         2946.     (f) VERT ANG    3  
 OA0918
 OA0918.Superseded values are not recommended for survey control.
 OA0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0918.See file dsdata.txt to determine how the superseded data were derived.
 OA0918
 OA0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN9688435740(NAD 83)
 OA0918
 OA0918  HISTORY     - Date     Condition        Report By
 OA0918  HISTORY     - 1907     MONUMENTED       CGS
 OA0918  HISTORY     - 1932     SEE DESCRIPTION  CGS
 OA0918
 OA0918                          STATION DESCRIPTION
 OA0918
 OA0918'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 OA0918'STATION IS ON THE HIGHEST POINT OF THE HIGHEST ISOLATED PEAK OF
 OA0918'MOUNT BUTLER.
 OA0918'
 OA0918'THE STATION IS MARKED BY A 3/4-INCH IRON BOLT CEMENTED IN SOLID
 OA0918'ROCK.  THE BOLT HAS A SQUARE HEAD WHICH IS COVERED WITH SHEET
 OA0918'COPPER AND MARKED WITH A CROSS.  TWO REFERENCE MARKS, EACH
 OA0918'CONSISTING OF A 1/2-INCH IRON BOLT SET IN A DRILL HOLE IN ROCK,
 OA0918'ARE RESPECTIVELY, 2.59 METERS (8.5 FEET) FROM THE STATION IN
 OA0918'AZIMUTH 222 DEG 22 MIN AND 8.33 METERS (27.3 FEET) IN AZIMUTH
 OA0918'276 DEG 22 MIN.  THIS STATION WAS DISTURBED IN 1932 BY THE
 OA0918'ERECTION OF A LOOKOUT HOUSE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1159 ***********************************************************************
 NZ1159  DESIGNATION -  BUTLER BU
 NZ1159  PID         -  NZ1159
 NZ1159  STATE/COUNTY-  OR/DOUGLAS
 NZ1159  USGS QUAD   -  BUTLER BUTTE (1989)
 NZ1159
 NZ1159                         *CURRENT SURVEY CONTROL
 NZ1159  ___________________________________________________________________
 NZ1159* NAD 83(1991)-  42 53 17.64294(N)    122 40 47.05997(W)     ADJUSTED  
 NZ1159* NAVD 88     -      1681.5    (meters)    5517.     (feet)  VERTCON   
 NZ1159  ___________________________________________________________________
 NZ1159  LAPLACE CORR-           7.24  (seconds)                    DEFLEC99
 NZ1159  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 NZ1159  HORZ ORDER  -  SECOND
 NZ1159
 NZ1159.The horizontal coordinates were established by classical geodetic methods
 NZ1159.and adjusted by the National Geodetic Survey in October 1991.
 NZ1159
 NZ1159.The NAVD 88 height was computed by applying the VERTCON shift value to
 NZ1159.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NZ1159
 NZ1159.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ1159
 NZ1159.The geoid height was determined by GEOID03.
 NZ1159
 NZ1159;                    North         East     Units Scale Factor Converg.
 NZ1159;SPC OR S     -   138,011.472 1,321,976.918   MT  0.99990652   -1 29 28.5
 NZ1159;SPC OR S     -   452,793.54  4,337,194.61   iFT  0.99990652   -1 29 28.5
 NZ1159;UTM  10      - 4,748,453.252   526,151.230   MT  0.99960841   +0 13 04.7
 NZ1159
 NZ1159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NZ1159!SPC OR S     -   0.99974001  x   0.99990652  =   0.99964655
 NZ1159!UTM  10      -   0.99974001  x   0.99960841  =   0.99934852
 NZ1159
 NZ1159|---------------------------------------------------------------------|
 NZ1159| PID    Reference Object                     Distance      Geod. Az  |
 NZ1159|                                                           dddmmss.s |
 NZ1159| CD9156 BUTLER BU RM 1                        7.243 METERS 01826     |
 NZ1159| NZ1154 ABBOTT BUTTE LOOKOUT TOWER          APPROX.12.3 KM 0600753.0 |
 NZ1159| NZ1160 BUTLER                               25.087 METERS 17627     |
 NZ1159| NZ1176 DEVILS KNOB LOOKOUT HOUSE           APPROX. 9.2 KM 2515530.1 |
 NZ1159| CD9157 BUTLER BU RM 2                        5.112 METERS 29110     |
 NZ1159|---------------------------------------------------------------------|
 NZ1159
 NZ1159                          SUPERSEDED SURVEY CONTROL
 NZ1159
 NZ1159  NAD 83(1986)-  42 53 17.64103(N)    122 40 47.07442(W) AD(       ) 2
 NZ1159  NAD 27      -  42 53 18.20150(N)    122 40 42.92020(W) AD(       ) 2
 NZ1159  NGVD 29 (07/19/86) 1680.5    (m)         5513.     (f) VERT ANG    3  
 NZ1159
 NZ1159.Superseded values are not recommended for survey control.
 NZ1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1159.See file dsdata.txt to determine how the superseded data were derived.
 NZ1159
 NZ1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN2615148453(NAD 83)
 NZ1159_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NZ1159_SETTING: 66 = SET IN ROCK OUTCROP
 NZ1159
 NZ1159  HISTORY     - Date     Condition        Report By
 NZ1159  HISTORY     - 1953     MONUMENTED       CGS
 NZ1159  HISTORY     - 1967     SEE DESCRIPTION  CGS
 NZ1159
 NZ1159                          STATION DESCRIPTION
 NZ1159
 NZ1159'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (HSC)
 NZ1159'THE STATION IS LOCATED ON A PROMINENT FLAT TOPPED BUTTE ON THE
 NZ1159'ROGUE-UMPQUA DIVIDE LOCALLY KNOWN AS BUTLER BUTTE, ABOUT 23 MILES
 NZ1159'WEST-SOUTHWEST OF THE WESTERN SHORE OF CRATER LAKE AND 12 MILES
 NZ1159'WEST OF UNION CREEK.
 NZ1159'
 NZ1159'REACHED FROM THE RANGER STATION IN UNION CREEK, BY GOING
 NZ1159'SOUTHERLY ON STATE ROUTE 62 FOR 4.6 MILES TO A SIDE ROAD RIGHT AND
 NZ1159'SIGN ABBOTT L.O.  TURN RIGHT AND GO 0.9 MILE TO A T-ROAD.  TURN
 NZ1159'RIGHT AND GO 1.1 MILES TO A FORK JUST AFTER CROSSING THE ROGUE
 NZ1159'RIVER.  TAKE THE RIGHT ROAD AND GO 1.0 MILE TO A FORK.  TAKE THE
 NZ1159'LEFT ROAD AND GO 2.0 MILES TO A FORK.  TAKE THE RIGHT ROAD AND
 NZ1159'FOLLOW THE MAIN TRAVELED ROAD 9.8 MILES TO A T-ROAD AND SIGN
 NZ1159'BUTLER L.O 7-ABBOTT L.O. 3 AT WINDY GAP.  TURN LEFT AND GO 0.4
 NZ1159'MILE TO A SIDE ROAD LEFT AT HUCKLEBERRY GAP.  CONTINUE
 NZ1159'STRAIGHT AHEAD FOR 2.8 MILES TO A FORK.  TAKE THE RIGHT ROAD
 NZ1159'AND GO 3.7 MILES TO A FORK AND SIGN BUTLER L. O. 0.5.  TAKE
 NZ1159'THE LEFT ROAD AND GO 0.5 MILES TO THE BUTLER BUTTE LOOKOUT
 NZ1159'TOWER AND STATION SITE.
 NZ1159'
 NZ1159'THE STATION MARK, A STANDARD DISK SET IN A DRILL HOLE IN
 NZ1159'OUTCROPPING BED ROCK, IS 60 FEET NORTH OF THE NORTH EDGE OF THE
 NZ1159'LOOKOUT.  THE DISK IS STAMPED BUTLER BU 1953, AND THE MARK
 NZ1159'PROJECTS 16 INCHES ABOVE THE SURFACE OF THE GROUND.
 NZ1159'
 NZ1159'REFERENCE MARK NO. 1, A STANDARD DISK SET IN A DRILL HOLE IN
 NZ1159'OUTCROPPING BEDROCK, IS 85 FEET NORTH OF THE NORTH EDGE OF THE
 NZ1159'LOOKOUT.  THE DISK IS STAMPED BUTLER NO 1 1953, AND THE MARK
 NZ1159'PROJECTS 2 FEET ABOVE THE SURFACE OF THE GROUND.
 NZ1159'
 NZ1159'REFERENCE MARK NO. 2, A STANDARD DISK SET IN A DRILL HOLE IN
 NZ1159'OUTCROPPING BEDROCK, IS 70 FEET NORTHWEST OF THE NORTH EDGE OF
 NZ1159'THE LOOKOUT.  THE DISK IS STAMPED BUTLER NO 2 1953, AND THE
 NZ1159'MARK PROJECTS 12 INCHES ABOVE THE SURFACE OF THE GROUND.
 NZ1159'
 NZ1159'BUTLER (U.S.G.S. 1935), A RIVET SET IN A CROSS TIE AT THE BASE
 NZ1159'OF THE TOWER, WAS TRAVERSED TO BY THIS PARTY.  THE RIVET IS SET
 NZ1159'IN THE APPROXIMATE CENTER OF THE TOWER, AND STAMPED U.S.G.S. B.M.
 NZ1159'
 NZ1159'NO SUITABLE LOCATION COULD BE FOUND TO SET AN AZIMUTH MARK.
 NZ1159
 NZ1159                          STATION RECOVERY (1967)
 NZ1159
 NZ1159'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CAA)
 NZ1159'THIS STATION WAS NOT OCCUPIED AT THIS TIME.
 NZ1159'
 NZ1159'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED AND
 NZ1159'ALL MARK WERE FOUND TO BE IN GOOD CONDITION.  THE LOOKOUT TOWER
 NZ1159'HAS BEEN REMOVED OR DESTROYED.  THE USGS STATION, WHICH WAS A
 NZ1159'RIVET IN CROSS SECTION OF THE LOOKOUT TOWER WAS ALSO
 NZ1159'DESTROYED.  THERE ARE TWO USGS REFERENCE MARKS DISKS SET IN
 NZ1159'BEDROCK NEAR THE SITE OR BASE WHERE LOOKOUT TOWER WAS AT ONE
 NZ1159'TIME.
 NZ1159'
 NZ1159'TO REACH THE STATION FROM THE POST OFFICE IN PROSPECT, GO NORTH
 NZ1159'ON SURFACED ROAD FOR 0.7 MILES TO THE JUNCTION OF STATE HIGHWAY
 NZ1159'62, CONTINUE AHEAD NORTH ON STATE HIGHWAY 62 FOR 6.1 MILES TO A
 NZ1159'SIDE ROAD LEFT AND A SIGN ON RIGHT HUCKLEBURY GAP 11.  (NOTE THIS
 NZ1159'IS 4.15 MILES SOUTH OF THE FOREST SERVICE RANGER STATION IN UNION
 NZ1159'SPRINGS) TURN LEFT ON FOREST SERVICE ROAD 318, GO WEST ON
 NZ1159'GRAVELED ROAD FOR 1.6 MILES TO A SIDE ROAD LEFT AND ENTRANCE TO
 NZ1159'PARK AREA, CONTINUE AHEAD ON MAIN ROAD CROSSING OVER BRIDGE
 NZ1159'FOR 0.2 MILE TO FORK AND SIGN READING HUCKLEBURY GAP 11.  KEEP
 NZ1159'RIGHT FORK FOLLOWING ROAD NO. 3017 FOR 0.75 MILE TO FORK AND
 NZ1159'SIGN READING ABBOTT BUTTE L. O. 10.  KEEP LEFT FORK AND
 NZ1159'CONTINUE FOLLOWING SERVICE ROAD NO. 3017 FOR 1.65 MILES TO
 NZ1159'A SIDE ROAD LEFT, KEEP RIGHT FORK, CONTINUE FOLLOWING FOREST
 NZ1159'SERVICE ROAD 3017 FOR 2.1 MILES TO FORK AND SIGN READING LUSBY
 NZ1159'CABINS 5.  KEEP LEFT FORK AND GO 3.1 MILES TO FORK AND SIGN
 NZ1159'READING BUTLER 6, KEEP THE RIGHT FORK AND GO 1.3 MILES TO FORK,
 NZ1159'KEEP RIGHT FORK AND GO 0.6 MILE TO FORK, KEEP LEFT FORK MAIN
 NZ1159'TRAVELED ROAD AND GO 0.35 MILE TO FORK AND SIGN READING BUTLER
 NZ1159'BUTTE 5.  KEEP LEFT FORK AND FOLLOW FOREST SERVICE ROAD
 NZ1159'3113 FOR 0.7 TO A SIDE ROAD LEFT AND SIGN BUTLER BUTTE 4, TURN
 NZ1159'SHARP LEFT AND FOLLOW FOREST SERVICE ROAD 2923 FOR 1.45 MILES
 NZ1159'TO SIDE ROAD RIGHT, CONTINUE STRAIGHT AHEAD ON MAIN TRAVELED
 NZ1159'ROAD FOR 0.1 MILE TO FORK AND SIGN BUTLER BUTTE, KEEP LEFT FORK
 NZ1159'FOLLOW MAIN ROAD, FOREST SERVICE ROAD 2923B FOR 2.1 MILES TO
 NZ1159'FORK, KEEP LEFT FORK AND GO 3.7 MILES TO FORK, KEEP LEFT FORK
 NZ1159'AND GO 0.45 MILE TO TOP OF RIDGE AND STATION NORTH OF CABIN AND
 NZ1159'THE REMAINS OF LOOKOUT TOWER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB1320 ***********************************************************************
 RB1320  DESIGNATION -  BUTTE
 RB1320  PID         -  RB1320
 RB1320  STATE/COUNTY-  OR/UNION
 RB1320  USGS QUAD   -  SUMMERVILLE (1996)
 RB1320
 RB1320                         *CURRENT SURVEY CONTROL
 RB1320  ___________________________________________________________________
 RB1320* NAD 83(1991)-  45 26 20.44104(N)    118 02 36.16624(W)     ADJUSTED  
 RB1320* NAVD 88     -       885.2    (meters)    2904.     (feet)  VERTCON   
 RB1320  ___________________________________________________________________
 RB1320  LAPLACE CORR-          -5.49  (seconds)                    DEFLEC99
 RB1320  GEOID HEIGHT-         -17.99  (meters)                     GEOID03
 RB1320  HORZ ORDER  -  FIRST
 RB1320
 RB1320.The horizontal coordinates were established by classical geodetic methods
 RB1320.and adjusted by the National Geodetic Survey in October 1991.
 RB1320
 RB1320.The NAVD 88 height was computed by applying the VERTCON shift value to
 RB1320.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RB1320
 RB1320.The Laplace correction was computed from DEFLEC99 derived deflections.
 RB1320
 RB1320.The geoid height was determined by GEOID03.
 RB1320
 RB1320;                    North         East     Units Scale Factor Converg.
 RB1320;SPC OR N     -   199,868.423 2,692,164.140   MT  0.99990569   +1 44 31.9
 RB1320;SPC OR N     -   655,736.30  8,832,559.51   iFT  0.99990569   +1 44 31.9
 RB1320;UTM  11      - 5,032,250.318   418,396.199   MT  0.99968187   -0 44 36.4
 RB1320
 RB1320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RB1320!SPC OR N     -   0.99986406  x   0.99990569  =   0.99976976
 RB1320!UTM  11      -   0.99986406  x   0.99968187  =   0.99954597
 RB1320
 RB1320|---------------------------------------------------------------------|
 RB1320| PID    Reference Object                     Distance      Geod. Az  |
 RB1320|                                                           dddmmss.s |
 RB1320| CF4601 BUTTE RM 1                            7.688 METERS 07751     |
 RB1320| RA1183 ALICEL GRAIN ELEVATOR               APPROX. 6.3 KM 1272955.5 |
 RB1320| CF4602 BUTTE RM 2                            6.561 METERS 17839     |
 RB1320| RB1321 WEST RANCH=PI 73.97 POT             APPROX. 2.7 KM 3474917.4 |
 RB1320|---------------------------------------------------------------------|
 RB1320
 RB1320                          SUPERSEDED SURVEY CONTROL
 RB1320
 RB1320  NAD 83(1986)-  45 26 20.44303(N)    118 02 36.15456(W) AD(       ) 1
 RB1320  NAD 27      -  45 26 20.94878(N)    118 02 32.36731(W) AD(       ) 1
 RB1320  NGVD 29 (07/19/86)  884.1    (m)         2901.     (f) VERT ANG    3  
 RB1320
 RB1320.Superseded values are not recommended for survey control.
 RB1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1320.See file dsdata.txt to determine how the superseded data were derived.
 RB1320
 RB1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML1839632250(NAD 83)
 RB1320_MARKER: Z = SEE DESCRIPTION
 RB1320_SETTING: 0 = UNSPECIFIED SETTING
 RB1320
 RB1320  HISTORY     - Date     Condition        Report By
 RB1320  HISTORY     - 1946     MONUMENTED       BOR
 RB1320  HISTORY     - 1965     SEE DESCRIPTION  CGS
 RB1320
 RB1320                          STATION DESCRIPTION
 RB1320
 RB1320'DESCRIBED BY US BUREAU OF RECLAMATION 1946 (JTJ)
 RB1320'THE STATION IS LOCATED ABOUT 7 MILES NORTH OF ISLAND CITY, 4 MILES
 RB1320'WEST AND 1/4 MILE SOUTH OF IMBLER, AND ABOUT 1 MILE EAST OF THE
 RB1320'FOOT OF A HIGH MOUNTAIN, ON A LOW ROCK COVERED HILL OR BUTTE.
 RB1320'
 RB1320'THE MARK IS A STANDARD BUREAU OF RECLAMATION BENCH MARK SET IN
 RB1320'A DRILL HOLE IN A 2X3-1/2 FOOT BOULDER PROJECTING ABOUT 1 FOOT,
 RB1320'NEAR THE CENTER OF THE BUTTE AND ABOUT 150 FEET EAST OF THE
 RB1320'HIGHEST POINT OF THE BUTTE.  STAMPED BUTTE.
 RB1320'
 RB1320'TO REACH FROM IMBLER GO SOUTH ON STATE HIGHWAY 82 TOWARDS LA
 RB1320'GRANDE FOR 1.2 MILES TO CROSS ROADS.  TURN RIGHT AND CONTINUE
 RB1320'FOR 3.9 MILES (ABOUT 0.1 MILE BEFORE REACHING NORTH AND SOUTH
 RB1320'MAIN ROAD) TO THE FARM OF MR. THURMAN TEETER.  TURN LEFT INTO
 RB1320'FARM YARD AND CONTINUE FOR ABOUT 0.1 MILE TO BARN LOT AND END OF
 RB1320'TRUCK TRAVEL.  FROM THE BARN LOT CONTINUE ON FOOT ACROSS SMALL
 RB1320'STREAM AND TO TOP OF BUTTE, A DISTANCE OF ABOUT 1/4 MILE, TO
 RB1320'STATION.
 RB1320'
 RB1320'REFERENCE MARK NO 1 IS A STANDARD UNITED STATES COAST AND
 RB1320'GEODETIC SURVEY REFERENCE MARK SET IN A DRILL HOLE IN A 1 1/2X2
 RB1320'FOOT BOULDER PROJECTING ABOUT 8 INCHES, AND IS ABOUT THE SAME
 RB1320'LEVEL AS THE STATION.  STAMPED BUTTE USBR NO 1 1946.
 RB1320'
 RB1320'REFERENCE MARK NO 2 IS A STANDARD UNITED STATES COAST AND GEODETIC
 RB1320'SURVEY REFERENCE MARK SET IN A 1 1/2X3 FOOT BOULDER PROJECTING
 RB1320'ABOUT 1 FOOT, AND IS ABOUT THE SAME LEVEL AS THE STATION.  STAMPED
 RB1320'BUTTE USBR NO 2 1946.
 RB1320'
 RB1320'STATION WEST RANCH OSHD MAY BE USED AS AN AZIMUTH MARK.
 RB1320
 RB1320                          STATION RECOVERY (1965)
 RB1320
 RB1320'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (PAS)
 RB1320'THE STATION MARK, NOT STAMPED WAS RECOVERED AS DESCRIBED.  THE
 RB1320'REFERENCE MARKS, STAMPED BUTTE USBR 1946 NO 1 AND NO 2
 RB1320'RESPECTIVELY, WERE RECOVERED AS DESCRIBED.  THE AZIMUTH MARK,
 RB1320'STAMPED POTP TO PI 73.97 WAS RECOVERED AS DESCRIBED.  A METAL
 RB1320'WITNESS POST WAS PLACED 1 FOOT SOUTH OF THE AZIMUTH MARK.  THE
 RB1320'TO REACH IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB1254 ***********************************************************************
 RB1254  DESIGNATION -  BUTTER
 RB1254  PID         -  RB1254
 RB1254  STATE/COUNTY-  OR/MORROW
 RB1254  USGS QUAD   -  HOODLUM CANYON (1968)
 RB1254
 RB1254                         *CURRENT SURVEY CONTROL
 RB1254  ___________________________________________________________________
 RB1254* NAD 83(1991)-  45 18 43.93085(N)    119 09 20.05347(W)     ADJUSTED  
 RB1254* NAVD 88     -      1195.4    (meters)    3922.     (feet)  VERTCON   
 RB1254  ___________________________________________________________________
 RB1254  LAPLACE CORR-           5.59  (seconds)                    DEFLEC99
 RB1254  GEOID HEIGHT-         -19.57  (meters)                     GEOID03
 RB1254  HORZ ORDER  -  THIRD
 RB1254
 RB1254.The horizontal coordinates were established by classical geodetic methods
 RB1254.and adjusted by the National Geodetic Survey in October 1991.
 RB1254
 RB1254.The NAVD 88 height was computed by applying the VERTCON shift value to
 RB1254.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RB1254
 RB1254.The Laplace correction was computed from DEFLEC99 derived deflections.
 RB1254
 RB1254.The geoid height was determined by GEOID03.
 RB1254
 RB1254;                    North         East     Units Scale Factor Converg.
 RB1254;SPC OR N     -   183,731.722 2,605,411.115   MT  0.99989771   +0 57 12.4
 RB1254;SPC OR N     -   602,794.36  8,547,936.73   iFT  0.99989771   +0 57 12.4
 RB1254;UTM  11      - 5,019,893.371   331,033.618   MT  0.99995104   -1 31 58.3
 RB1254
 RB1254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RB1254!SPC OR N     -   0.99981569  x   0.99989771  =   0.99971342
 RB1254!UTM  11      -   0.99981569  x   0.99995104  =   0.99976674
 RB1254
 RB1254|---------------------------------------------------------------------|
 RB1254| PID    Reference Object                     Distance      Geod. Az  |
 RB1254|                                                           dddmmss.s |
 RB1254| RB1270 BUTTER RM 1                          17.855 METERS 20031     |
 RB1254| RB1271 BUTTER RM 2                          41.758 METERS 32704     |
 RB1254|---------------------------------------------------------------------|
 RB1254
 RB1254                          SUPERSEDED SURVEY CONTROL
 RB1254
 RB1254  NAD 83(1986)-  45 18 43.91470(N)    119 09 20.05485(W) AD(       ) 3
 RB1254  NGVD 29 (12/08/88) 1194.2    (m)         3918.     (f) VERT ANG    3  
 RB1254
 RB1254.Superseded values are not recommended for survey control.
 RB1254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1254.See file dsdata.txt to determine how the superseded data were derived.
 RB1254
 RB1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL3103419893(NAD 83)
 RB1254_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RB1254_SETTING: 0 = UNSPECIFIED SETTING
 RB1254_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RB1254
 RB1254  HISTORY     - Date     Condition        Report By
 RB1254  HISTORY     - 1959     MONUMENTED       USFS
 RB1254  HISTORY     - 1966     GOOD             USGS
 RB1254
 RB1254                          STATION DESCRIPTION
 RB1254
 RB1254'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 RB1254'RECOVERED AS DESCRIBED BY U.S. FOREST SERVICE.  TWO RMS SET.
 RB1254'
 RB1254'LOCATED 19.5 MI SE. OF HEPPNER, 11 MI SW. OF VINSON, 4 MI NW. OF
 RB1254'GURDANE.  ON DIVIDE BETWEEN SPRING HOLLOW AND NORTH FORK BUTTER
 RB1254'CREEK.
 RB1254'
 RB1254'TO REACH FROM GURDANE, DRIVE 2.4 MI W. AND N. ON COUNTY RD. TO
 RB1254'TRACK RD.  TURN LEFT 0.2 MI W. TO RD. JCT.  TURN RIGHT 2.9 MI
 RB1254'NNW. STAYING ON MAIN RIDGE TO TOP AND STATION, 60 FT. N. OF
 RB1254'FENCE, 137 FT. NE. OF FENCE CORNER.
 RB1254'
 RB1254'STATION MARK--USFS DISK STAMPED---BUTTER 1959---.
 RB1254'
 RB1254'RM 1--STANDARD RM TABLET STAMPED---NO 1 1966---, IN CONCRETE POST.
 RB1254'
 RB1254'RM 2--STANDARD RM TABLET STAMPED---NO 2 1966---, SET IN CONCRETE
 RB1254'POST IN FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1926 ***********************************************************************
 RD1926  DESIGNATION -  BUZZARD BUTTE
 RD1926  PID         -  RD1926
 RD1926  STATE/COUNTY-  OR/TILLAMOOK
 RD1926  USGS QUAD   -  SAND LAKE (1985)
 RD1926
 RD1926                         *CURRENT SURVEY CONTROL
 RD1926  ___________________________________________________________________
 RD1926* NAD 83(1991)-  45 16 40.97650(N)    123 52 42.34015(W)     ADJUSTED  
 RD1926* NAVD 88     -       514.9    (meters)    1689.     (feet)  VERTCON   
 RD1926  ___________________________________________________________________
 RD1926  LAPLACE CORR-          16.39  (seconds)                    DEFLEC99
 RD1926  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 RD1926  HORZ ORDER  -  SECOND
 RD1926
 RD1926.The horizontal coordinates were established by classical geodetic methods
 RD1926.and adjusted by the National Geodetic Survey in October 1991.
 RD1926
 RD1926.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD1926.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD1926
 RD1926.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1926
 RD1926.The geoid height was determined by GEOID03.
 RD1926
 RD1926;                    North         East     Units Scale Factor Converg.
 RD1926;SPC OR N     -   184,600.414 2,235,017.876   MT  0.99989640   -2 23 45.4
 RD1926;SPC OR N     -   605,644.40  7,332,735.81   iFT  0.99989640   -2 23 45.4
 RD1926;UTM  10      - 5,014,214.161   431,102.145   MT  0.99965836   -0 37 27.0
 RD1926
 RD1926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1926!SPC OR N     -   0.99992280  x   0.99989640  =   0.99981920
 RD1926!UTM  10      -   0.99992280  x   0.99965836  =   0.99958118
 RD1926
 RD1926|---------------------------------------------------------------------|
 RD1926| PID    Reference Object                     Distance      Geod. Az  |
 RD1926|                                                           dddmmss.s |
 RD1926| DD9476 BUZZARD BUTTE RM                      2.380 METERS 04730     |
 RD1926| RD1919 CAPE LOOKOUT SUMMIT                 APPROX.10.3 KM 3365504.9 |
 RD1926|---------------------------------------------------------------------|
 RD1926
 RD1926                          SUPERSEDED SURVEY CONTROL
 RD1926
 RD1926  NAD 83(1986)-  45 16 41.00808(N)    123 52 42.34379(W) AD(       ) 2
 RD1926  NAD 27      -  45 16 41.63300(N)    123 52 37.92800(W) AD(       ) 2
 RD1926  NGVD 29 (07/19/86)  513.8    (m)         1686.     (f) VERT ANG    3  
 RD1926
 RD1926.Superseded values are not recommended for survey control.
 RD1926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1926.See file dsdata.txt to determine how the superseded data were derived.
 RD1926
 RD1926_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR3110214214(NAD 83)
 RD1926_MARKER: Z = SEE DESCRIPTION
 RD1926_SETTING: 0 = UNSPECIFIED SETTING
 RD1926
 RD1926  HISTORY     - Date     Condition        Report By
 RD1926  HISTORY     - 1908     MONUMENTED       CGS
 RD1926  HISTORY     - 1936     SEE DESCRIPTION  USFS
 RD1926  HISTORY     - 1941     SEE DESCRIPTION  CGS
 RD1926
 RD1926                          STATION DESCRIPTION
 RD1926
 RD1926'DESCRIBED BY COAST AND GEODETIC SURVEY 1908 (JSH)
 RD1926'STATION IS BETWEEN TWO SMALL KNOLLS, WHICH ARE ABOUT 4.5 METERS
 RD1926'APART ON TOP OF BALD BUTTE, W OF BEAVER, NW OF HEBO, AND ABOUT 1
 RD1926'MILE E AND A LITTLE S OF BUZZARD BUTTE, 1,686 FEET ABOVE SEA
 RD1926'LEVEL.  THE STATION IS MARKED AT THE SURFACE BY A STANDARD BRONZE
 RD1926'DISK IN A FLAT ROCK, AND UNDERGROUND BY A DRILL HOLE, IN A
 RD1926'BOULDER 1-1/2 FEET BELOW THE SURFACE.  THE REFERENCE MARK, A
 RD1926'DRILL HOLE IN A LARGE ROCK PROJECTING 3 INCHES ABOVE THE
 RD1926'GROUND ON A SMALL KNOLL ON THE HIGHEST PART OF THE SUMMIT, IS
 RD1926'2.38 METERS (7.8 FEET) FROM THE STATION IN AZIMUTH 227 DEG 30
 RD1926'MIN.
 RD1926
 RD1926                          STATION RECOVERY (1936)
 RD1926
 RD1926'RECOVERY NOTE BY US FOREST SERVICE 1936
 RD1926'SURFACE AND REFERENCE MARKS FOUND DESTROYED, DUE TO LEVELING FOR
 RD1926'LOOKOUT GROUNDS.  NEW STATION BUZZARD BUTTE 2, INCLUDING STATION
 RD1926'AND REFERENCE MARKS, BUILT IN 1935 BUT NOT OCCUPIED.  U.S. FOREST
 RD1926'SERVICE DETERMINED POSITIONS OF BUZZARD BUTTE 2 AND BUZZARD BUTTE
 RD1926'LOOKOUT TOWER, AND FROM THESE POINTS IT IS BELIEVED THAT ORIGINAL
 RD1926'STATION UNDERGROUND MARK OF 1908 MAY BE RECOVERED, AS IT IS
 RD1926'REPORTED THAT LEVELING OPERATIONS PROBABLY DID NOT DISTURB
 RD1926'BURIED BOULDER.
 RD1926
 RD1926                          STATION RECOVERY (1941)
 RD1926
 RD1926'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (ANS)
 RD1926'IN 1934 THE ORIGINAL STATION MARK WAS FOUND DISLODGED, THE FLAT
 RD1926'ROCK CONTAINING IT LYING ON THE GROUND UNDER THE NEW LOOKOUT
 RD1926'TOWER.  THE REFERENCE MARK COULD NOT BE FOUND AND HENCE WAS
 RD1926'CONSIDERED LOST.  CONSIDERABLE LEVELING HAD BEEN DONE AT THE
 RD1926'STATION SITE IN CONNECTION WITH THE CONSTRUCTION OF THE LOOKOUT
 RD1926'TOWER.
 RD1926'
 RD1926'IN 1935 THE U.S.C. AND G.S. PUT IN A STATION AND TWO REFERENCE
 RD1926'MARKS AND CALLED THE STATION BUZZARDS BUTTE 2.  THE STATION WAS
 RD1926'NOT OCCUPIED AT THIS TIME.
 RD1926'
 RD1926'IN 1936 THE U.S.F.S. REPORTED THE STATION AND REFERENCE MARKS
 RD1926'(ORIGINAL) LOST, BUT THAT THE UNDERGROUND MARK, A DRILL HOLE IN A
 RD1926'LARGE BOULDER 1-1/2 FEET BELOW THE SURFACE, MAY NOT HAVE BEEN
 RD1926'DISTURBED DURING THE LEVELING OPERATIONS.  BUZZARDS BUTTE 2 WAS
 RD1926'OCCUPIED AT THIS TIME.
 RD1926'
 RD1926'IN 1941 BUZZARDS BUTTE 2 WAS OCCUPIED.  THE ORIGINAL UNDERGROUND
 RD1926'MARK WAS NOT SEARCHED FOR BUT IT IS BELIEVED THAT THE MARK HAS
 RD1926'BEEN DESTROYED.  COMPARISON OF THE GEODETIC POSITIONS OF BUZZARD
 RD1926'BUTTE 1908 AND BUZZARDS BUTTE 2 1941 SHOWED THAT BUZZARD BUTTE
 RD1926'1908 WAS IN A POSITION ABOUT 6 FEET NE OF THE CENTER OF THE
 RD1926'CONCRETE FOUNDATION PIER OF THE NE LEG OF THE LOOKOUT TOWER.  AS
 RD1926'THIS PIER IS ABOUT 2 FEET SQUARE AT THE TOP AND LARGER AT THE
 RD1926'BOTTOM, THE UNDERGROUND MARK MAY HAVE BEEN DISLODGED WHEN THIS
 RD1926'PIER WAS PLACED.  ALSO A RATHER HEAVY ROAD CUT HAS BEEN MADE
 RD1926'ON THE N SIDE OF THE LOOKOUT TOWER AND IT IS BELIEVED THAT THE
 RD1926'UNDERGROUND MARK WAS PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1918 ***********************************************************************
 RD1918  DESIGNATION -  BUZZARD BUTTE 2 RESET
 RD1918  PID         -  RD1918
 RD1918  STATE/COUNTY-  OR/TILLAMOOK
 RD1918  USGS QUAD   -  SAND LAKE (1985)
 RD1918
 RD1918                         *CURRENT SURVEY CONTROL
 RD1918  ___________________________________________________________________
 RD1918* NAD 83(1991)-  45 16 40.86274(N)    123 52 41.67965(W)     ADJUSTED  
 RD1918* NAVD 88     -       514.     (meters)    1686.     (feet)  SCALED    
 RD1918  ___________________________________________________________________
 RD1918  LAPLACE CORR-          16.36  (seconds)                    DEFLEC99
 RD1918  GEOID HEIGHT-         -22.38  (meters)                     GEOID03
 RD1918  HORZ ORDER  -  SECOND
 RD1918
 RD1918.The horizontal coordinates were established by classical geodetic methods
 RD1918.and adjusted by the National Geodetic Survey in October 1991.
 RD1918
 RD1918.The orthometric height was scaled from a topographic map.
 RD1918
 RD1918.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1918
 RD1918.The geoid height was determined by GEOID03.
 RD1918
 RD1918;                    North         East     Units Scale Factor Converg.
 RD1918;SPC OR N     -   184,596.304 2,235,032.111   MT  0.99989640   -2 23 44.9
 RD1918;SPC OR N     -   605,630.92  7,332,782.52   iFT  0.99989640   -2 23 44.9
 RD1918;UTM  10      - 5,014,210.493   431,116.497   MT  0.99965834   -0 37 26.6
 RD1918
 RD1918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1918!SPC OR N     -   0.99992292  x   0.99989640  =   0.99981933
 RD1918!UTM  10      -   0.99992292  x   0.99965834  =   0.99958129
 RD1918
 RD1918:                Primary Azimuth Mark                     Grid Az
 RD1918:SPC OR N     -  TILLAMOOK MTN ST POWER CO STK            009 15 36.9
 RD1918:UTM  10      -  TILLAMOOK MTN ST POWER CO STK            007 29 18.6
 RD1918
 RD1918|---------------------------------------------------------------------|
 RD1918| PID    Reference Object                     Distance      Geod. Az  |
 RD1918|                                                           dddmmss.s |
 RD1918| RD1903 TILLAMOOK MTN ST POWER CO STK       APPROX.20.2 KM 0065152.0 |
 RD1918| DD9477 BUZZARD BUTTE 2 AZ MK                              0921906.3 |
 RD1918| DD9480 BUZZARD BUTTE 2 RM 4                  8.525 METERS 19450     |
 RD1918| RD1932 BUZZARD BUTTE 2 RM 3                  9.268 METERS 21430     |
 RD1918| DD9479 BUZZARD BUTTE 2 RM 2                 15.901 METERS 25758     |
 RD1918| RD1927 BUZZARD BUTTE LOT                    18.958 METERS 26918     |
 RD1918| DD9481 BUZZARD BUTTE 2 RM 5                 22.045 METERS 27641     |
 RD1918| DD9478 BUZZARD BUTTE 2 RM 1                 19.836 METERS 30524     |
 RD1918|---------------------------------------------------------------------|
 RD1918
 RD1918                          SUPERSEDED SURVEY CONTROL
 RD1918
 RD1918  NAD 83(1986)-  45 16 40.89371(N)    123 52 41.68332(W) AD(       ) 2
 RD1918  NAD 27      -  45 16 41.51300(N)    123 52 37.25600(W) AD(       ) 2
 RD1918
 RD1918.Superseded values are not recommended for survey control.
 RD1918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1918.See file dsdata.txt to determine how the superseded data were derived.
 RD1918
 RD1918_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR3111614210(NAD 83)
 RD1918_MARKER: DS = TRIANGULATION STATION DISK
 RD1918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD1918
 RD1918  HISTORY     - Date     Condition        Report By
 RD1918  HISTORY     - 1971     MONUMENTED       NGS
 RD1918
 RD1918                          STATION DESCRIPTION
 RD1918
 RD1918'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 RD1918'THE AZIMUTH MARK WAS FOUND IN GOOD CONDITION.  THE STATION MARK
 RD1918'HAD BEEN REMOVED BY SOME IRRESPONSIBLE PARTY LEAVING THE OUTLINE
 RD1918'OF THE STEM.  THE HOLE WAS DRILLED OUT, AND ANOTHER STATION MARK
 RD1918'DISK WAS CEMENTED THEREIN.  PART OF THE OLD PIPE WAS LEFT TO GIVE
 RD1918'THE DISK ADDED PROTECTION FROM VANDALS.  REFERENCE MARK NO. 2 HAD
 RD1918'BEEN DESTROYED.  THE DISK FOR REFERENCE MARK NO. 3 HAD BEEN
 RD1918'PULLED OFF LEAVING THE STEM.  REFERENCE MARK NO. 4, AND REFERENCE
 RD1918'MARK NO. 5 WERE ESTABLISHED.  A NEW AND COMPLETE DESCRIPTION
 RD1918'FOLLOWS.
 RD1918'
 RD1918'THE STATION IS IN THE SOUTHWEST 1/4 SECTION 26, TOWNSHIP 3
 RD1918'S RANGE 10 W, ON FOREST SERVICE LAND.
 RD1918'
 RD1918'TO REACH THE STATION FROM THE BEAVER POST OFFICE GO SOUTH ON
 RD1918'U.S. HIGHWAY 101 FOR 0.1 MILE TO BUN CREEK ROAD ON THE RIGHT,
 RD1918'OPPOSITE AN ARCO SERVICE STATION, TURN RIGHT, AND GO WEST ON BUN
 RD1918'CREEK ROAD, AND FOREST SERVICE ROAD S 304 FOR 3.7 MILES TO THE
 RD1918'JUNCTION OF 5 ROADS IN A SADDLE, KEEP EXTREME LEFT ROAD, AND GO
 RD1918'SOUTH, AND SOUTHWEST ON FOREST SERVICE ROAD S 304 FOR 1.0 MILE
 RD1918'TO THE JUNCTION WITH FOREST SERVICE ROAD S 34 E, AT A FORK, TAKE
 RD1918'THE RIGHT FORK, AND GO SOUTHWEST ON S 34 E FOR 1.0 MILE TO A
 RD1918'REVERSE Y, TURN SHARP LEFT, AND GO EASTERLY ON FOREST SERVICE
 RD1918'ROAD S 34 F FOR 1.0 MILE TO THE END OF THE ROAD, AND THE
 RD1918'STATION.
 RD1918'
 RD1918'THE STATION MARK, STAMPED BUZZARDS BUTTE 2 1935 1971, IS A
 RD1918'STANDARD DISK SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT
 RD1918'PROJECTS 3 INCHES, 24 FEET NORTHEAST OF THE NORTHEAST LEG OF THE
 RD1918'FORMER LOOKOUT TOWER, AND 2 FEET SOUTH OF A METAL WITNESS
 RD1918'POST.
 RD1918'
 RD1918'REFERENCE MARK NO. 3 IS THE STEM OF A STANDARD DISK SET IN A
 RD1918'10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 1 INCH, 8 FEET
 RD1918'SOUTHWEST OF THE NORTHEAST LEG, AND 5 FEET SOUTHEAST OF THE
 RD1918'NORTHWEST LEG OF THE FORMER LOOKOUT TOWER.
 RD1918'
 RD1918'REFERENCE MARK NO. 4, STAMPED BUZZARDS BUTTE 2 1935 NO 4 1971,
 RD1918'IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE FIRST CONCRETE
 RD1918'STEP TO THE FORMER LOOKOUT TOWER, 6 FEET SOUTHEAST OF THE NORTHEAST
 RD1918'LEG, AND 5 INCHES SOUTH OF THE NORTH END OF THE STEP.
 RD1918'
 RD1918'REFERENCE MARK NO. 5, STAMPED BUZZARDS BUTTE 2 1935 NO 5 1971, IS
 RD1918'A STANDARD DISK CEMENTED IN A DRILL HOLE IN A 1-1/2 BY 2-1/2 FOOT
 RD1918'CONCRETE SLAB THAT PROJECTS 3 INCHES, 25 FEET SOUTH OF THE CENTER
 RD1918'OF THE ROAD, AND 1 FOOT HIGHER THAN THE STATION.
 RD1918'
 RD1918'TO REACH THE AZIMUTH MARK FROM THE BEAVER POST OFFICE GO EAST ON
 RD1918'U.S. HIGHWAY 101 FOR 0.1 MILE TO A POINT WHERE U.S. HIGHWAY 101
 RD1918'TURNS NORTH, AND A MACADAM ROAD CONTINUES EAST, CONTINUE EAST ON
 RD1918'THE MACADAM ROAD FOR 0.35 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 RD1918'
 RD1918'THE AZIMUTH MARK, STAMPED BUZZARDS BUTTE 1941, IS A STANDARD DISK
 RD1918'SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES,
 RD1918'100 FEET SOUTHWEST OF TELEPHONE POLE 13, 90 FEET EAST OF THE
 RD1918'SOUTHEAST CORNER OF A BRIDGE ACROSS THE RIVER THAT IS UNDER
 RD1918'CONSTRUCTION, 50 FEET SOUTH OF THE CENTER OF THE ROAD, AND 0.5
 RD1918'FOOT NORTHEAST OF A WITNESS POST.
 RD1918'
 RD1918'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RD1918'3 MILES WEST OF BEAVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1927 ***********************************************************************
 RD1927  DESIGNATION -  BUZZARD BUTTE LOT
 RD1927  PID         -  RD1927
 RD1927  STATE/COUNTY-  OR/TILLAMOOK
 RD1927  USGS QUAD   -  SAND LAKE (1985)
 RD1927
 RD1927                         *CURRENT SURVEY CONTROL
 RD1927  ___________________________________________________________________
 RD1927* NAD 83(1991)-  45 16 40.85518(N)    123 52 42.54940(W)     ADJUSTED  
 RD1927* NAVD 88     -       514.     (meters)    1686.     (feet)  SCALED    
 RD1927  ___________________________________________________________________
 RD1927  LAPLACE CORR-          16.40  (seconds)                    DEFLEC99
 RD1927  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 RD1927  HORZ ORDER  -  THIRD
 RD1927
 RD1927.The horizontal coordinates were established by classical geodetic methods
 RD1927.and adjusted by the National Geodetic Survey in October 1991.
 RD1927
 RD1927.The orthometric height was scaled from a topographic map.
 RD1927
 RD1927.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1927
 RD1927.The geoid height was determined by GEOID03.
 RD1927
 RD1927;                    North         East     Units Scale Factor Converg.
 RD1927;SPC OR N     -   184,596.863 2,235,013.163   MT  0.99989640   -2 23 45.5
 RD1927;SPC OR N     -   605,632.75  7,332,720.35   iFT  0.99989640   -2 23 45.5
 RD1927;UTM  10      - 5,014,210.466   431,097.546   MT  0.99965837   -0 37 27.2
 RD1927
 RD1927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1927!SPC OR N     -   0.99992292  x   0.99989640  =   0.99981933
 RD1927!UTM  10      -   0.99992292  x   0.99965837  =   0.99958132
 RD1927
 RD1927                          SUPERSEDED SURVEY CONTROL
 RD1927
 RD1927  NAD 83(1986)-  45 16 40.88615(N)    123 52 42.55334(W) AD(       ) 3
 RD1927  NAD 27      -  45 16 41.50562(N)    123 52 38.12615(W) AD(       ) 3
 RD1927
 RD1927.Superseded values are not recommended for survey control.
 RD1927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1927.See file dsdata.txt to determine how the superseded data were derived.
 RD1927
 RD1927_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR3109814210(NAD 83)
 RD1927
 RD1927  HISTORY     - Date     Condition        Report By
 RD1927  HISTORY     - 1936     MONUMENTED       USFS
 RD1927  HISTORY     - 1941     SEE DESCRIPTION  CGS
 RD1927  HISTORY     - 1954     SEE DESCRIPTION  USGS
 RD1927  HISTORY     - 1971     SEE DESCRIPTION  NGS
 RD1927
 RD1927                          STATION DESCRIPTION
 RD1927
 RD1927'DESCRIBED BY US FOREST SERVICE 1936
 RD1927'THIS OCCUPIED STATION IS THE CENTER OF THE U.S. FOREST SERVICE
 RD1927'30-FOOT LOOKOUT TOWER ON THE HIGHEST POINT OF BUZZARD BUTTE,
 RD1927'SITUATED ABOUT 3 MILES AIR LINE N OF HEBO AND 2.5 MILES AIR LINE
 RD1927'W OF BEAVER.
 RD1927'
 RD1927'STATION BUZZARD BUTTE 2 (USFS) MARKED BY A STANDARD DISK IN TOP
 RD1927'OF IRON PIPE JUST INSIDE OF FENCE SURROUNDING LOOKOUT IS 18.96
 RD1927'METERS (62.20 FEET) EASTERLY FROM STATION.  FOR ADDITIONAL
 RD1927'INFORMATION ABOUT THIS POINT, SEE DESCRIPTION OF THAT STATION.
 RD1927'
 RD1927'STATION BUZZARD BUTTE (1908) WAS IN THIS LOCALITY, BUT IN 1936
 RD1927'IT WAS REPORTED AS HAVING BEEN DESTROYED.
 RD1927'
 RD1927'TO REACH STATION GO N ON OREGON COAST HIGHWAY 2 MILES FROM HEBO,
 RD1927'TAKE ROAD TO W WITH SIGN BUZZARD BUTTE 6 MILES AND DRIVE TO LOOKOUT.
 RD1927
 RD1927                          STATION RECOVERY (1941)
 RD1927
 RD1927'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (ANS)
 RD1927'STATION IS ON THE HIGHEST POINT OF BUZZARD BUTTE, A HIGH PROMINENT
 RD1927'TIMBERED HILL LYING ABOUT 3 MILES N OF HEBO AND ABOUT 2 MILES W
 RD1927'OF BEAVER.  THE TOWER IS OF WOOD CONSTRUCTION, ABOUT 30 FEET HIGH,
 RD1927'AND 18.97 METERS W OF STATION BUZZARDS BUTTE 2 U.S.F.S.
 RD1927'
 RD1927'THE TOP OF THE TOWER WAS INTERSECTED.
 RD1927'
 RD1927'CENTER OF TOWER WAS OCCUPIED IN 1936-37 BY THE USFS.  NO DISK
 RD1927'WAS SET BENEATH CENTER OF TOWER.
 RD1927
 RD1927                          STATION RECOVERY (1954)
 RD1927
 RD1927'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 RD1927'THIS STATION WAS TORN DOWN AND A NEW LOOKOUT TOWER WAS BUILT.  THE
 RD1927'NEW LOOKOUT TOWER IS ABOUT 40 FEET NW OF THE OLD LOOKOUT TOWER.  THE
 RD1927'OLD CONCRETE FOOTINGS ARE STILL IN PLACE WHERE THE OLD TOWER STOOD.
 RD1927
 RD1927                          STATION RECOVERY (1971)
 RD1927
 RD1927'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 RD1927'THE STATION HAS BEEN DESTROYED, AND THERE ARE NO LOOKOUT TOWERS
 RD1927'ON THE SUMMIT NOW.
 RD1927'
 RD1927'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RD1927'3 MILES WEST OF BEAVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0024 ***********************************************************************
 NY0024  DESIGNATION -  BX 17
 NY0024  PID         -  NY0024
 NY0024  STATE/COUNTY-  OR/LAKE
 NY0024  USGS QUAD   -  COGLAN BUTTES SE (1966)
 NY0024
 NY0024                         *CURRENT SURVEY CONTROL
 NY0024  ___________________________________________________________________
 NY0024* NAD 83(1986)-  42 30 55.     (N)    120 15 08.     (W)     SCALED    
 NY0024* NAVD 88     -      1304.84   (+/-2cm)    4281.0    (feet)  VERTCON   
 NY0024  ___________________________________________________________________
 NY0024  GEOID HEIGHT-         -20.56  (meters)                     GEOID03
 NY0024  VERT ORDER  -  THIRD (See Below)
 NY0024
 NY0024.The horizontal coordinates were scaled from a topographic map and have
 NY0024.an estimated accuracy of +/- 6 seconds.
 NY0024
 NY0024.The NAVD 88 height was computed by applying the VERTCON shift value to
 NY0024.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NY0024.The vertical order pertains to the NGVD 29 superseded value.
 NY0024
 NY0024.The geoid height was determined by GEOID03.
 NY0024
 NY0024;                    North         East    Units  Estimated Accuracy
 NY0024;SPC OR S     -    94,300.    1,520,360.      MT  (+/- 180 meters Scaled)
 NY0024
 NY0024                          SUPERSEDED SURVEY CONTROL
 NY0024
 NY0024  NGVD 29 (??/??/??) 1303.66   (m)         4277.1    (f) RESET       3  
 NY0024
 NY0024.Superseded values are not recommended for survey control.
 NY0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0024.See file dsdata.txt to determine how the superseded data were derived.
 NY0024
 NY0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGN257106(NAD 83)
 NY0024_MARKER: B = BOLT
 NY0024_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NY0024_SP_SET: DAM
 NY0024_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NY0024
 NY0024  HISTORY     - Date     Condition        Report By
 NY0024  HISTORY     - UNK      MONUMENTED       ORGS
 NY0024  HISTORY     - 1929     GOOD             NGS
 NY0024
 NY0024                          STATION DESCRIPTION
 NY0024
 NY0024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1929
 NY0024'2.6 MI NW FROM VALLEY FALLS.
 NY0024'2.6 MILES NORTHEAST ALONG THE FREMONT HIGHWAY (U.S. 395) FROM THE
 NY0024'JUNCTION OF STATE HIGHWAY 31 AT VALLEY FALLS, LAKE COUNTY, THENCE
 NY0024'ABOUT 1/4 MILE NORTHWEST ALONG A COUNTY ROAD.  300 FEET NORTH OF THE
 NY0024'HOTCHKISS RANCHHOUSE, IN THE TOP OF THE DAM ACROSS CHEWAUCAN RIVER,
 NY0024'AND 40 FEET SOUTH OF THE SOUTH BUTTRESS WALL.  A GALVANIZED-IRON BOLT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0932 ***********************************************************************
 QD0932  DESIGNATION -  BX 41
 QD0932  PID         -  QD0932
 QD0932  STATE/COUNTY-  OR/DESCHUTES
 QD0932  USGS QUAD   -  BEND (1981)
 QD0932
 QD0932                         *CURRENT SURVEY CONTROL
 QD0932  ___________________________________________________________________
 QD0932* NAD 83(1986)-  44 01 56.     (N)    121 18 32.     (W)     SCALED    
 QD0932* NAVD 88     -      1147.946  (meters)    3766.22   (feet)  ADJUSTED  
 QD0932  ___________________________________________________________________
 QD0932  GEOID HEIGHT-         -20.87  (meters)                     GEOID03
 QD0932  DYNAMIC HT  -        1147.487 (meters)    3764.71  (feet)  COMP
 QD0932  MODELED GRAV-     980,179.5   (mgal)                       NAVD 88
 QD0932
 QD0932  VERT ORDER  -  FIRST     CLASS II
 QD0932
 QD0932.The horizontal coordinates were scaled from a topographic map and have
 QD0932.an estimated accuracy of +/- 6 seconds.
 QD0932
 QD0932.The orthometric height was determined by differential leveling
 QD0932.and adjusted in June 1991.
 QD0932
 QD0932.The geoid height was determined by GEOID03.
 QD0932
 QD0932.The dynamic height is computed by dividing the NAVD 88
 QD0932.geopotential number by the normal gravity value computed on the
 QD0932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0932.degrees latitude (g = 980.6199 gals.).
 QD0932
 QD0932.The modeled gravity was interpolated from observed gravity values.
 QD0932
 QD0932;                    North         East    Units  Estimated Accuracy
 QD0932;SPC OR S     -   263,100.    1,435,160.      MT  (+/- 180 meters Scaled)
 QD0932
 QD0932                          SUPERSEDED SURVEY CONTROL
 QD0932
 QD0932  NGVD 29 (??/??/92) 1146.776  (m)         3762.38   (f) ADJ UNCH    1 2
 QD0932
 QD0932.Superseded values are not recommended for survey control.
 QD0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0932.See file dsdata.txt to determine how the superseded data were derived.
 QD0932
 QD0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP355768(NAD 83)
 QD0932_MARKER: B = BOLT
 QD0932_SETTING: 66 = SET IN ROCK OUTCROP
 QD0932_SP_SET: OUTCROP
 QD0932_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QD0932+STABILITY: POSITION/ELEVATION WELL
 QD0932
 QD0932  HISTORY     - Date     Condition        Report By
 QD0932  HISTORY     - UNK      MONUMENTED       CGS
 QD0932  HISTORY     - 1934     GOOD             NGS
 QD0932  HISTORY     - 19880721 MARK NOT FOUND   NGS
 QD0932
 QD0932                          STATION DESCRIPTION
 QD0932
 QD0932'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QD0932'2.3 MI S FROM BEND.
 QD0932'2.3 MILES SOUTH ALONG THE DALLES - CALIFORNIA HIGHWAY FROM THE
 QD0932'RAILROAD STATION AT BEND, DESCHUTES COUNTY, 215 FEET SOUTHWEST OF
 QD0932'MILEPOST 144, 73 FEET NORTHEAST OF AN IRRIGATION SYPHON, 28 FEET
 QD0932'NORTHWEST OF THE HIGHWAY CENTERLINE IN A LAVA OUTCROPPING FLUSH WITH
 QD0932'THE GROUND.  A BOLT.
 QD0932
 QD0932                          STATION RECOVERY (1988)
 QD0932
 QD0932'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QD0932'THERE HAS BEEN ROAD CONSTRUCTION AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0513 ***********************************************************************
 NY0513  DESIGNATION -  BXS
 NY0513  PID         -  NY0513
 NY0513  STATE/COUNTY-  OR/KLAMATH
 NY0513  USGS QUAD   -  AGENCY LAKE (1985)
 NY0513
 NY0513                         *CURRENT SURVEY CONTROL
 NY0513  ___________________________________________________________________
 NY0513* NAD 83(1986)-  42 37 05.     (N)    121 56 16.     (W)     SCALED    
 NY0513* NAVD 88     -      1272.333  (meters)    4174.31   (feet)  ADJUSTED  
 NY0513  ___________________________________________________________________
 NY0513  GEOID HEIGHT-         -22.48  (meters)                     GEOID03
 NY0513  DYNAMIC HT  -        1271.586 (meters)    4171.86  (feet)  COMP
 NY0513  MODELED GRAV-     979,990.1   (mgal)                       NAVD 88
 NY0513
 NY0513  VERT ORDER  -  FIRST     CLASS II
 NY0513
 NY0513.The horizontal coordinates were scaled from a topographic map and have
 NY0513.an estimated accuracy of +/- 6 seconds.
 NY0513
 NY0513.The orthometric height was determined by differential leveling
 NY0513.and adjusted in June 1991.
 NY0513
 NY0513.The geoid height was determined by GEOID03.
 NY0513
 NY0513.The dynamic height is computed by dividing the NAVD 88
 NY0513.geopotential number by the normal gravity value computed on the
 NY0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0513.degrees latitude (g = 980.6199 gals.).
 NY0513
 NY0513.The modeled gravity was interpolated from observed gravity values.
 NY0513
 NY0513;                    North         East    Units  Estimated Accuracy
 NY0513;SPC OR S     -   106,700.    1,382,050.      MT  (+/- 180 meters Scaled)
 NY0513
 NY0513                          SUPERSEDED SURVEY CONTROL
 NY0513
 NY0513  NGVD 29 (??/??/92) 1271.177  (m)         4170.52   (f) ADJ UNCH    1 2
 NY0513
 NY0513.Superseded values are not recommended for survey control.
 NY0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0513.See file dsdata.txt to determine how the superseded data were derived.
 NY0513
 NY0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN871189(NAD 83)
 NY0513_MARKER: DD = SURVEY DISK
 NY0513_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NY0513_SP_SET: CONCRETE BASE
 NY0513_STAMPING: 4170.254 BXS 1927
 NY0513_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NY0513
 NY0513  HISTORY     - Date     Condition        Report By
 NY0513  HISTORY     - 1927     MONUMENTED       USGS
 NY0513  HISTORY     - 1954     GOOD             NGS
 NY0513  HISTORY     - 1982     MARK NOT FOUND   USGS
 NY0513  HISTORY     - 19880701 MARK NOT FOUND   NGS
 NY0513
 NY0513                          STATION DESCRIPTION
 NY0513
 NY0513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NY0513'IN KLAMATH AGENCY.
 NY0513'AT KLAMATH AGENCY, 0.3 MILE WEST OF THE AGENCY OFFICE, ON THE EAST
 NY0513'SIDE OF THE MAINTENANCE YARD, IN THE TOP OF THE NORTHEAST CORNER OF A
 NY0513'6- BY 6-FOOT CONCRETE BASE (FORMERLY SUPPORTED THE WATER STAND-PIPE AT
 NY0513'THE CENTER OF THE FORMER WATER TOWER) PROJECTING 2 1/2 FEET ABOVE THE
 NY0513'GROUND, 36 FEET SOUTHEAST OF THE NORTHEAST CORNER OF A FENCE
 NY0513'SURROUNDING A CORRUGATED TIN GARAGE, 30 FEET WEST OF THE CENTER LINE
 NY0513'OF A GRAVEL ROAD, AND 0.8 FOOT SOUTHWEST OF THE NORTHEAST CORNER OF
 NY0513'THE BASE.  NOTE-- THE CENTER OF THE DISK HAS BEEN SLIGHTLY DENTED.
 NY0513
 NY0513                          STATION RECOVERY (1982)
 NY0513
 NY0513'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 NY0513'MARK NOT FOUND.
 NY0513
 NY0513                          STATION RECOVERY (1988)
 NY0513
 NY0513'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 NY0513'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0508 ***********************************************************************
 QE0508  DESIGNATION -  BYA
 QE0508  PID         -  QE0508
 QE0508  STATE/COUNTY-  OR/POLK
 QE0508  USGS QUAD   -  RICKREALL (1976)
 QE0508
 QE0508                         *CURRENT SURVEY CONTROL
 QE0508  ___________________________________________________________________
 QE0508* NAD 83(1986)-  44 55 45.     (N)    123 13 46.     (W)     SCALED    
 QE0508* NAVD 88     -        64.972  (meters)     213.16   (feet)  ADJUSTED  
 QE0508  ___________________________________________________________________
 QE0508  GEOID HEIGHT-         -22.35  (meters)                     GEOID03
 QE0508  DYNAMIC HT  -          64.971 (meters)     213.16  (feet)  COMP
 QE0508  MODELED GRAV-     980,591.8   (mgal)                       NAVD 88
 QE0508
 QE0508  VERT ORDER  -  FIRST     CLASS II
 QE0508
 QE0508.The horizontal coordinates were scaled from a topographic map and have
 QE0508.an estimated accuracy of +/- 6 seconds.
 QE0508
 QE0508.The orthometric height was determined by differential leveling
 QE0508.and adjusted in June 1991.
 QE0508
 QE0508.The geoid height was determined by GEOID03.
 QE0508
 QE0508.The dynamic height is computed by dividing the NAVD 88
 QE0508.geopotential number by the normal gravity value computed on the
 QE0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0508.degrees latitude (g = 980.6199 gals.).
 QE0508
 QE0508.The modeled gravity was interpolated from observed gravity values.
 QE0508
 QE0508;                    North         East    Units  Estimated Accuracy
 QE0508;SPC OR N     -   143,930.    2,284,590.      MT  (+/- 180 meters Scaled)
 QE0508
 QE0508                          SUPERSEDED SURVEY CONTROL
 QE0508
 QE0508  NGVD 29 (??/??/92)   63.947  (m)          209.80   (f) ADJ UNCH    1 2
 QE0508
 QE0508.Superseded values are not recommended for survey control.
 QE0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0508.See file dsdata.txt to determine how the superseded data were derived.
 QE0508
 QE0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ818751(NAD 83)
 QE0508_MARKER: DD = SURVEY DISK
 QE0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0508_STAMPING: BYA SOT 1935
 QE0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0508+STABILITY: SURFACE MOTION
 QE0508
 QE0508  HISTORY     - Date     Condition        Report By
 QE0508  HISTORY     - 1935     MONUMENTED       USE
 QE0508  HISTORY     - 1941     GOOD             NGS
 QE0508  HISTORY     - 1968     MARK NOT FOUND   NGS
 QE0508  HISTORY     - 19961005 GOOD             USPSQD
 QE0508
 QE0508                          STATION DESCRIPTION
 QE0508
 QE0508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QE0508'IN RICKREALL.
 QE0508'MARK IS LOCATED IN WEST PART OF RICKREALL, 33 FEET SOUTH OF
 QE0508'SALEM-DALLAS HIGHWAY, 37 FEET SOUTH OF OLD LOCATION OF HIGHWAY, IN
 QE0508'ANGLE BETWEEN THE TWO ROADS.  U.S.B.M. WITNESS POST IS SET NEAR THE
 QE0508'MARK.
 QE0508
 QE0508                          STATION RECOVERY (1968)
 QE0508
 QE0508'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 QE0508'MARK NOT FOUND.
 QE0508
 QE0508                          STATION RECOVERY (1996)
 QE0508
 QE0508'RECOVERY NOTE BY US POWER SQUADRON 1996
 QE0508'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0112 ***********************************************************************
 QD0112  DESIGNATION -  BYRDS
 QD0112  PID         -  QD0112
 QD0112  STATE/COUNTY-  OR/JEFFERSON
 QD0112  USGS QUAD   -  PAINTED HILLS (1968)
 QD0112
 QD0112                         *CURRENT SURVEY CONTROL
 QD0112  ___________________________________________________________________
 QD0112* NAD 83(1991)-  44 44 15.01848(N)    120 18 52.49811(W)     ADJUSTED  
 QD0112* NAVD 88     -       456.978  (meters)    1499.27   (feet)  ADJUSTED  
 QD0112  ___________________________________________________________________
 QD0112  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 QD0112  GEOID HEIGHT-         -20.47  (meters)                     GEOID03
 QD0112  DYNAMIC HT  -         456.867 (meters)    1498.90  (feet)  COMP
 QD0112  MODELED GRAV-     980,362.2   (mgal)                       NAVD 88
 QD0112
 QD0112  HORZ ORDER  -  THIRD
 QD0112  VERT ORDER  -  SECOND    CLASS 0
 QD0112
 QD0112.The horizontal coordinates were established by classical geodetic methods
 QD0112.and adjusted by the National Geodetic Survey in October 1991.
 QD0112
 QD0112.The orthometric height was determined by differential leveling
 QD0112.and adjusted in June 1991.
 QD0112
 QD0112.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD0112
 QD0112.The geoid height was determined by GEOID03.
 QD0112
 QD0112.The dynamic height is computed by dividing the NAVD 88
 QD0112.geopotential number by the normal gravity value computed on the
 QD0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0112.degrees latitude (g = 980.6199 gals.).
 QD0112
 QD0112.The modeled gravity was interpolated from observed gravity values.
 QD0112
 QD0112;                    North         East     Units Scale Factor Converg.
 QD0112;SPC OR N     -   119,010.277 2,514,685.010   MT  0.99992274   +0 07 53.4
 QD0112;SPC OR N     -   390,453.66  8,250,278.90   iFT  0.99992274   +0 07 53.4
 QD0112;UTM  10      - 4,957,299.579   712,616.939   MT  1.00015593   +1 53 27.1
 QD0112
 QD0112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD0112!SPC OR N     -   0.99993156  x   0.99992274  =   0.99985431
 QD0112!UTM  10      -   0.99993156  x   1.00015593  =   1.00008748
 QD0112
 QD0112|---------------------------------------------------------------------|
 QD0112| PID    Reference Object                     Distance      Geod. Az  |
 QD0112|                                                           dddmmss.s |
 QD0112| QD0111 BYRDS RM 1                           18.533 METERS 09748     |
 QD0112| CD7023 BYRDS RM 4                           10.464 METERS 10541     |
 QD0112| CD7021 BYRDS AZ MK                                        1113902.0 |
 QD0112| CD7022 BYRDS RM 3                            9.851 METERS 28920     |
 QD0112| QD0113 BYRDS RM 2                           11.431 METERS 30838     |
 QD0112|---------------------------------------------------------------------|
 QD0112
 QD0112                          SUPERSEDED SURVEY CONTROL
 QD0112
 QD0112  NAD 83(1986)-  44 44 15.02686(N)    120 18 52.49604(W) AD(       ) 3
 QD0112  NAD 27      -  44 44 15.55400(N)    120 18 48.41400(W) AD(       ) 3
 QD0112  NGVD 29 (??/??/92)  455.866  (m)         1495.62   (f) ADJ UNCH    2 0
 QD0112
 QD0112.Superseded values are not recommended for survey control.
 QD0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0112.See file dsdata.txt to determine how the superseded data were derived.
 QD0112
 QD0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGQ1261757300(NAD 83)
 QD0112_MARKER: DS = TRIANGULATION STATION DISK
 QD0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD0112_STAMPING: BYRDS 1946
 QD0112_MARK LOGO: CGS   
 QD0112_MAGNETIC: N = NO MAGNETIC MATERIAL
 QD0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0112+STABILITY: SURFACE MOTION
 QD0112_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QD0112+SATELLITE: SATELLITE OBSERVATIONS - March 22, 1995
 QD0112
 QD0112  HISTORY     - Date     Condition        Report By
 QD0112  HISTORY     - 1946     MONUMENTED       CGS
 QD0112  HISTORY     - 1946     GOOD             CGS
 QD0112  HISTORY     - 1977     SEE DESCRIPTION  NGS
 QD0112  HISTORY     - 1977     GOOD             NGS
 QD0112  HISTORY     - 1987     MARK NOT FOUND   NGS
 QD0112  HISTORY     - 19950322 GOOD             NGS
 QD0112
 QD0112                          STATION DESCRIPTION
 QD0112
 QD0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 QD0112'STATION IS LOCATED ABOUT 14-1/2 MILES NORTHWEST OF MITCHELL AND
 QD0112'ABOUT 7-1/2 MILES WEST OF TWICKENHAM, ON THE SOUTH SIDE OF THE
 QD0112'ROAD THAT GOES FROM MITCHELL TO ANTELOPE.  IT IS ABOUT 1/4 MILE
 QD0112'WEST OF THE JUNCTION OF BIRDS CREEK AND THE JOHN DAY RIVER.  THE
 QD0112'STATION IS 30 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 9
 QD0112'FEET NORTHEAST OF A FENCE, AND 6 FEET WEST OF A WHITE REFERENCE
 QD0112'POST.  THE MARK IS SET IN A ROUND CONCRETE BLOCK FLUSH WITH THE
 QD0112'GROUND AND IS STAMPED--BYRDS 1946.
 QD0112'
 QD0112'REFERENCE MARK NO. 1 IS EAST OF THE STATION AT ABOUT THE SAME
 QD0112'ELEVATION.  IT IS 15 FEET SOUTHWEST OF A FENCE, AND IS ON THE
 QD0112'SOUTHWEST EDGE OF THE ROAD SET IN A BOULDER 5 FEET IN DIAMETER AND
 QD0112'PROJECTS 2 FEET.
 QD0112'
 QD0112'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION AT ABOUT THE
 QD0112'SAME ELEVATION.  IT IS SET IN A BOULDER 1 FOOT IN DIAMETER AND
 QD0112'PROJECTS 8 INCHES.  IT IS 24 FEET SOUTHWEST OF THE CENTER LINE OF
 QD0112'THE ROAD AND IS 12 FEET NORTHEAST OF A FENCE.
 QD0112'
 QD0112'THE AZIMUTH MARK IS ABOUT 0.2 MILE EAST-SOUTHEAST OF THE STATION,
 QD0112'ABOUT 60 FEET NORTH OF A 14 INCH JUNIPER TREE, AND ABOUT 42 FEET
 QD0112'EAST OF A TRACK ROAD ON A SMALL RIDGE.  THE MARK IS SET IN A
 QD0112'BOULDER FLUSH WITH THE GROUND.  REACHED FROM THE STATION BY GOING
 QD0112'WEST ON THE MAIN ROAD FOR 0.05 MILE TO A REVERSE Y, TURN SHARP
 QD0112'RIGHT THROUGH GATE AND FOLLOW ROAD EAST KEEPING THE RIGHT FORK
 QD0112'FOR 0.3 MILE TO TOP OF A SMALL RIDGE SLOPING TOWARDS THE RIVER.
 QD0112'AZIMUTH MARK IS ABOUT 42 FEET EAST OF THIS POINT ON THE SMALL
 QD0112'RIDGE.
 QD0112'
 QD0112'ALL REFERENCE MARKS ARE STAMPED WITH THE NAME AND DATE OF THE
 QD0112'STATION AND WITH THEIR RESPECTIVE NUMBERS.
 QD0112'
 QD0112'TO REACH FROM THE JUNCTION OF ROUTES 207 AND 28 ABOUT 1/2 MILE
 QD0112'WEST OF MITCHELL, GO NORTHWESTERLY ON ROUTE 28 TOWARD PRINEVILLE
 QD0112'FOR 3.8 MILES TO A SIDE ROAD RIGHT JUST BEFORE CROSSING A COVERED
 QD0112'BRIDGE.  TURN RIGHT AND FOLLOW THE MAIN TRAVELED ROAD FOR 9.35
 QD0112'MILES TO A SIDE ROAD RIGHT AT OLD SCHOOL BUILDING.  KEEP LEFT,
 QD0112'STRAIGHT AHEAD AND CONTINUE FOR 2.7 MILES TO A FORK AT BRIDGE
 QD0112'ACROSS BYRDS CREEK.  TAKE LEFT FORK ACROSS BRIDGE AND CONTINUE FOR
 QD0112'1.1 MILES TO A TRIANGLE BLAZED TELEPHONE POLE AND STATION SITE
 QD0112'ON THE LEFT.
 QD0112'
 QD0112'SUBSTITUTE STATION IS BYRDS 1946 P.P. 106V-49A AND IS A SMALL
 QD0112'JUNIPER TREE ABOUT 12 FEET HIGH.  IT IS 60 FEET SOUTHWEST OF THE
 QD0112'ROAD, 30 FEET SOUTHWEST OF A FENCE LINE, AND ABOUT 200 FEET
 QD0112'SOUTHEAST OF A Y IN THE ROAD.
 QD0112
 QD0112                          STATION RECOVERY (1946)
 QD0112
 QD0112'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 QD0112'9.5 MI W FROM TWICKENHAM.
 QD0112'ABOUT 9.5 MILES WEST ALONG THE JOHN DAY RIVER FROM THE BRIDGE AT
 QD0112'TWICKENHAM, ABOUT 0.1 MILE SOUTH OF BURNT RANCH, 44 FEET SOUTHWEST OF
 QD0112'A WIRE FENCE RUNNING PARALLEL WITH THE ROAD, 34 FEET SOUTHWEST OF THE
 QD0112'CENTERLINE OF THE MITCHEL-ANTELOPE ROAD, 4 FEET NORTH OF A WITNESS
 QD0112'POST, NEAR THE FOOT OF A VERY STEEP HILL.
 QD0112
 QD0112                          STATION RECOVERY (1977)
 QD0112
 QD0112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 QD0112'THE STATION MARK, AND THE AZIMUTH MARK WERE RECOVERED IN GOOD
 QD0112'CONDITION.  REFERENCE MARK NO. 1 WAS FOUND DESTROYED.  REFERENCE
 QD0112'MARK NO. 2 WAS SEARCHED FOR, BUT NOT RECOVERED.  REFERENCE MARK
 QD0112'NO. 3, AND REFERENCE MARK NO. 4 WERE ESTABLISHED.  A NEW AND
 QD0112'COMPLETE DESCRIPTION FOLLOWS.
 QD0112'
 QD0112'TO REACH THE STATION FROM THE MITCHELL POST OFFICE GO WEST FOR
 QD0112'0.4 MILE TO THE JUNCTION OF U.S. HIGHWAY 26, AND STATE HIGHWAY 207,
 QD0112'CONTINUE WEST ON U.S. HIGHWAY 26 FOR 3.4 MILES TO A SIDE ROAD
 QD0112'RIGHT, JUST BEFORE CROSSING THE BRIDGE OVER BRIDGE CREEK, TURN
 QD0112'RIGHT, AND GO NORTHWEST ON THE MACADAM ROAD FOR 5.7 MILES TO THE
 QD0112'ENTRANCE TO THE PAINTED HILLS STATE PARK ON THE LEFT, CONTINUE
 QD0112'STRAIGHT AHEAD ON THE MAIN TRAVELED ROAD FOR 3.4 MILES TO A
 QD0112'SIDE ROAD RIGHT, AT THE SIGN ANTELOPE 30, CONTINUE STRAIGHT
 QD0112'AHEAD, NORTHERLY, AS PER SIGN FOR 2.6 MILES TO A BRIDGE OVER
 QD0112'THE CREEK, CROSS THE BRIDGE, AND CONTINUE NORTHWEST FOR 1.1
 QD0112'MILES TO THE STATION ON THE LEFT, JUST AS YOU ROUND THE TOE
 QD0112'OF A BLUFF, AND 0.2 MILE BEFORE REACHING A SET OF RANCH BUILDINGS
 QD0112'ON THE RIGHT.
 QD0112'
 QD0112'THE STATION MARK, STAMPED BYRDS 1946, IS A STANDARD DISK IN A
 QD0112'ROUND CONCRETE MONUMENT THAT IS 4-INCHES BELOW THE SURFACE, 50
 QD0112'FEET NORTH OF THE POWER LINE, 28 FEET SOUTHWEST OF THE CENTER OF
 QD0112'THE ROAD, AND 8 FEET NORTHEAST OF A WITNESS POST.
 QD0112'
 QD0112'REFERENCE MARK NO. 3, STAMPED BYRDS 1946 NO 3 1977, IS A STANDARD
 QD0112'DISK CEMENTED IN A DRILL HOLE IN A 1-1/2 BY 2 FOOT BOULDER THAT
 QD0112'PROJECTS 8-INCHES, 33 FEET SOUTHWEST OF THE CENTER OF THE ROAD,
 QD0112'AND 3 FEET HIGHER THAN THE STATION.
 QD0112'
 QD0112'REFERENCE MARK NO. 4, STAMPED BYRDS 1946 NO 4 1977, IS A STANDARD
 QD0112'DISK CEMENTED IN A DRILL HOLE IN 5 BY 6 FOOT BOULDER THAT PROJECTS
 QD0112'4-FEET, 50 FEET NORTH OF THE POWER LINE, AND 19 FEET SOUTHWEST OF
 QD0112'THE CENTER OF THE ROAD.
 QD0112'
 QD0112'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST-SOUTHEAST FOR
 QD0112'0.2 MILE TO A SMALL NORTHEAST-SOUTHWEST RIDGE, AND THE AZIMUTH MARK.
 QD0112'
 QD0112'THE AZIMUTH MARK, STAMPED BYRDS 1946, IS A STANDARD DISK CEMENTED
 QD0112'IN A DRILL HOLE IN A BOULDER THAT PROJECTS 1-INCH, 60 FEET NORTHWEST
 QD0112'OF A LONE JUNIPER TREE, 40 FEET NORTHEAST OF A DIRT ROAD THAT
 QD0112'PASSES THRU A CUT IN THE RIDGE, AND 2 FEET SOUTHWEST OF A METAL
 QD0112'WITNESS POST.
 QD0112'
 QD0112'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QD0112'14 MILES NORTHWEST OF MITCHELL.
 QD0112
 QD0112                          STATION RECOVERY (1977)
 QD0112
 QD0112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 QD0112'RECOVERED IN GOOD CONDITION.
 QD0112
 QD0112                          STATION RECOVERY (1987)
 QD0112
 QD0112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QD0112'NOT RECOVERED.
 QD0112
 QD0112                          STATION RECOVERY (1995)
 QD0112
 QD0112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (LLR)
 QD0112'THE STATION AND REFERENCE MARK 3 WERE RECOVERED IN GOOD CONDITION.
 QD0112'PERMISSION WAS GRANTED TO THE LAND OWNER TO DO THIS. THERE IS ROAD
 QD0112'CONSTRUCTION IN THE AREA. A WITNESS POST WAS SET 0.8 METER (2.6 FT) SW
 QD0112'OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1184 ***********************************************************************
 NZ1184  DESIGNATION -  BYRON
 NZ1184  PID         -  NZ1184
 NZ1184  STATE/COUNTY-  OR/DOUGLAS
 NZ1184  USGS QUAD   -  STARVOUT CREEK (1986)
 NZ1184
 NZ1184                         *CURRENT SURVEY CONTROL
 NZ1184  ___________________________________________________________________
 NZ1184* NAD 83(1991)-  42 45 03.98957(N)    123 09 59.91990(W)     ADJUSTED  
 NZ1184* NAVD 88     -      1477.20   (+/-2cm)    4846.4    (feet)  VERTCON   
 NZ1184  ___________________________________________________________________
 NZ1184  LAPLACE CORR-           4.57  (seconds)                    DEFLEC99
 NZ1184  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 NZ1184  HORZ ORDER  -  SECOND
 NZ1184  VERT ORDER  -  THIRD ? (See Below)
 NZ1184
 NZ1184.The horizontal coordinates were established by classical geodetic methods
 NZ1184.and adjusted by the National Geodetic Survey in October 1991.
 NZ1184
 NZ1184.The NAVD 88 height was computed by applying the VERTCON shift value to
 NZ1184.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NZ1184.The vertical order pertains to the NGVD 29 superseded value.
 NZ1184
 NZ1184.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ1184
 NZ1184.The geoid height was determined by GEOID03.
 NZ1184
 NZ1184;                    North         East     Units Scale Factor Converg.
 NZ1184;SPC OR S     -   123,937.887 1,281,737.782   MT  0.99992100   -1 49 27.8
 NZ1184;SPC OR S     -   406,620.36  4,205,176.45   iFT  0.99992100   -1 49 27.8
 NZ1184;UTM  10      - 4,733,189.852   486,362.391   MT  0.99960229   -0 06 47.2
 NZ1184
 NZ1184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NZ1184!SPC OR S     -   0.99977206  x   0.99992100  =   0.99969308
 NZ1184!UTM  10      -   0.99977206  x   0.99960229  =   0.99937444
 NZ1184
 NZ1184|---------------------------------------------------------------------|
 NZ1184| PID    Reference Object                     Distance      Geod. Az  |
 NZ1184|                                                           dddmmss.s |
 NZ1184| CD9161 BYRON RM 1                            7.425 METERS 05120     |
 NZ1184| CD9162 BYRON RM 2                           10.333 METERS 10938     |
 NZ1184| CD9163 BYRON RM 3                            6.319 METERS 17821     |
 NZ1184| CD9160 BYRON AZ MK                                        2131801.1 |
 NZ1184|---------------------------------------------------------------------|
 NZ1184
 NZ1184                          SUPERSEDED SURVEY CONTROL
 NZ1184
 NZ1184  NAD 83(1986)-  42 45 03.97946(N)    123 09 59.93606(W) AD(       ) 2
 NZ1184  NAD 27      -  42 45 04.54044(N)    123 09 55.73347(W) AD(       ) 2
 NZ1184  NGVD 29 (07/19/86) 1476.11   (m)         4842.9    (f) LEVELING    3  
 NZ1184
 NZ1184.Superseded values are not recommended for survey control.
 NZ1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1184.See file dsdata.txt to determine how the superseded data were derived.
 NZ1184
 NZ1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN8636233190(NAD 83)
 NZ1184
 NZ1184  HISTORY     - Date     Condition        Report By
 NZ1184  HISTORY     - 1970     MONUMENTED       OR-019
 NZ1184
 NZ1184                          STATION DESCRIPTION
 NZ1184
 NZ1184'DESCRIBED BY DOUGLAS COUNTY OREGON 1970 (FLI)
 NZ1184'STATION IS LOCATED ON GREEN MOUNTAIN, 13 MILES DUE EAST OF GLENDALE.
 NZ1184'
 NZ1184'TO REACH THE STATION FROM POST OFFICE AT AZALEA.  GO NORTHERLY AND
 NZ1184'EASTERLY ACROSS FREEWAY 1.2 MILES TO FORK.  GO RIGHT 0.3 MILES
 NZ1184'TO FORK.  GO RIGHT 1.95 MILES TO FORK.  GO LEFT 0.65 MILES TO
 NZ1184'FORK.  (TO REACH AZIMUTH MARK FROM THIS POINT, TAKE RIGHT FORK
 NZ1184'0.9 MILES TO AZIMUTH MARK ON RIGHT) CONTINUE TO STATION--TAKE
 NZ1184'EXTREME LEFT FORK 3.3 MILES TO FORK.  GO LEFT 0.95 MILES TO
 NZ1184'FORK.  FROM THIS POINT FOUR-WHEEL DRIVE IS NEEDED.  GO LEFT 1.3
 NZ1184'MILES TO FORK.  GO LEFT UP HILL 0.4 MILES TO TOP OF HILL.
 NZ1184'PACK 10 MINUTES WEST TO STATION.
 NZ1184'
 NZ1184'THE STATION MARK, STAMPED BYRON 1970 DC, IS A STANDARD DOUGLAS
 NZ1184'COUNTY BRASS CAP SET IN A SHALLOW ROCK OUTCROP ON THE MOST
 NZ1184'PROMINENT PART OF GREEN MOUNTAIN.
 NZ1184'
 NZ1184'REFERENCE MARK 1, STAMPED BYRON 1970 DC, IS A STANDARD DOUGLAS
 NZ1184'COUNTY BRASS CAP SET IN A ROCK OUTCROPPING 24 FEET NE OF THE
 NZ1184'STATION MARK.
 NZ1184'
 NZ1184'REFERENCE MARK 2, STAMPED BYRON 1970 DC, IS A STANDARD DOUGLAS
 NZ1184'COUNTY BRASS CAP SET IN A ROCK OUTCROPPING 34 FEET SE OF THE
 NZ1184'STATION MARK.
 NZ1184'
 NZ1184'REFERENCE MARK 3, STAMPED BYRON 1970 DC, IS A STANDARD DOUGLAS
 NZ1184'COUNTY BRASS CAP SET IN A ROCK OUTCROPPING 21 FEET SE OF THE
 NZ1184'STATION MARK.
 NZ1184'
 NZ1184'THE AZIMUTH MARK, STAMPED BYRON AZIMUTH 1970 DC, IS A STANDARD
 NZ1184'DOUGLAS COUNTY BRASS CAP SET IN A ROCK OUTCROPPING 10 INCHES ABOVE
 NZ1184'THE SURFACE OF THE GROUND.  IT IS 15 FEET ABOVE AND 50 FEET WEST OF
 NZ1184'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0092 ***********************************************************************
 NZ0092  DESIGNATION -  C
 NZ0092  PID         -  NZ0092
 NZ0092  STATE/COUNTY-  OR/JACKSON
 NZ0092  USGS QUAD   -  GRIZZLY PEAK (1988)
 NZ0092
 NZ0092                         *CURRENT SURVEY CONTROL
 NZ0092  ___________________________________________________________________
 NZ0092* NAD 83(1986)-  42 14 59.     (N)    122 30 33.     (W)     SCALED    
 NZ0092* NAVD 88     -      1596.35   (+/-2cm)    5237.4    (feet)  VERTCON   
 NZ0092  ___________________________________________________________________
 NZ0092  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 NZ0092  VERT ORDER  -  ? (See Below)
 NZ0092
 NZ0092.The horizontal coordinates were scaled from a topographic map and have
 NZ0092.an estimated accuracy of +/- 6 seconds.
 NZ0092
 NZ0092.The NAVD 88 height was computed by applying the VERTCON shift value to
 NZ0092.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NZ0092.The vertical order pertains to the NGVD 29 superseded value.
 NZ0092
 NZ0092.The geoid height was determined by GEOID03.
 NZ0092
 NZ0092;                    North         East    Units  Estimated Accuracy
 NZ0092;SPC OR S     -    66,760.    1,334,200.      MT  (+/- 180 meters Scaled)
 NZ0092
 NZ0092                          SUPERSEDED SURVEY CONTROL
 NZ0092
 NZ0092  NGVD 29 (??/??/92) 1595.165  (m)         5233.47   (f) ADJ UNCH    ?  
 NZ0092
 NZ0092.Superseded values are not recommended for survey control.
 NZ0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0092.See file dsdata.txt to determine how the superseded data were derived.
 NZ0092
 NZ0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM404776(NAD 83)
 NZ0092_MARKER: DD = SURVEY DISK
 NZ0092_SETTING: 80 = SET IN A BOULDER
 NZ0092_SP_SET: BOULDER
 NZ0092_STAMPING: 5233.038 1928
 NZ0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0092+STABILITY: SURFACE MOTION
 NZ0092
 NZ0092  HISTORY     - Date     Condition        Report By
 NZ0092  HISTORY     - 1928     MONUMENTED       USGS
 NZ0092  HISTORY     - 1934     GOOD             NGS
 NZ0092
 NZ0092                          STATION DESCRIPTION
 NZ0092
 NZ0092'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 NZ0092'15.6 MI NE FROM ASHLAND.
 NZ0092'15.6 MILES NORTHEAST OF THE JUNCTION OF U.S. HIGHWAY 99 AND STATE
 NZ0092'HIGHWAY 66 AT THE SOUTH CITY LIMITS OF ASHLAND,   LAND, JACKSON
 NZ0092'COUNTY, ON DEAD INDIAN ROAD, AT THE SUMMIT OF DEAD INDIAN MOUNTAIN,
 NZ0092'100 FEET SOUTH OF THE SUMMIT OF THE ROADWAY, 5 FEET WEST OF THE TOP OF
 NZ0092'THE WEST CUT BANK, 21 FEET SOUTH OF A 6-INCH BLAZED FIR TREE, AND IN
 NZ0092'THE SOUTH SIDE OF A 2- BY 2-1/2-FOOT BOULDER.  A UNITED STATES
 NZ0092'GEOLOGICAL SURVEY STANDARD DISK, STAMPED, 5233.038 1928.
 NZ0092
 NZ0092                          STATION RECOVERY (1934)
 NZ0092
 NZ0092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 NZ0092'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0590 ***********************************************************************
 QD0590  DESIGNATION -  C 1
 QD0590  PID         -  QD0590
 QD0590  STATE/COUNTY-  OR/JEFFERSON
 QD0590  USGS QUAD   -  ROUND BUTTE DAM (1992)
 QD0590
 QD0590                         *CURRENT SURVEY CONTROL
 QD0590  ___________________________________________________________________
 QD0590* NAD 83(1986)-  44 33 28.     (N)    121 16 13.     (W)     SCALED    
 QD0590* NAVD 88     -       514.644  (meters)    1688.46   (feet)  ADJUSTED  
 QD0590  ___________________________________________________________________
 QD0590  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 QD0590  DYNAMIC HT  -         514.493 (meters)    1687.97  (feet)  COMP
 QD0590  MODELED GRAV-     980,311.4   (mgal)                       NAVD 88
 QD0590
 QD0590  VERT ORDER  -  SECOND    CLASS 0
 QD0590
 QD0590.The horizontal coordinates were scaled from a topographic map and have
 QD0590.an estimated accuracy of +/- 6 seconds.
 QD0590
 QD0590.The orthometric height was determined by differential leveling
 QD0590.and adjusted in June 1991.
 QD0590
 QD0590.The geoid height was determined by GEOID03.
 QD0590
 QD0590.The dynamic height is computed by dividing the NAVD 88
 QD0590.geopotential number by the normal gravity value computed on the
 QD0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0590.degrees latitude (g = 980.6199 gals.).
 QD0590
 QD0590.The modeled gravity was interpolated from observed gravity values.
 QD0590
 QD0590;                    North         East    Units  Estimated Accuracy
 QD0590;SPC OR N     -    99,310.    2,438,810.      MT  (+/- 180 meters Scaled)
 QD0590
 QD0590                          SUPERSEDED SURVEY CONTROL
 QD0590
 QD0590  NGVD 29 (??/??/92)  513.539  (m)         1684.84   (f) ADJ UNCH    2 0
 QD0590
 QD0590.Superseded values are not recommended for survey control.
 QD0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0590.See file dsdata.txt to determine how the superseded data were derived.
 QD0590
 QD0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ373352(NAD 83)
 QD0590_MARKER: DD = SURVEY DISK
 QD0590_SETTING: 80 = SET IN A BOULDER
 QD0590_SP_SET: BOULDER
 QD0590_STAMPING: C 1 1924 1685
 QD0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0590+STABILITY: SURFACE MOTION
 QD0590
 QD0590  HISTORY     - Date     Condition        Report By
 QD0590  HISTORY     - 1924     MONUMENTED       PG+E
 QD0590  HISTORY     - 1946     GOOD             NGS
 QD0590
 QD0590                          STATION DESCRIPTION
 QD0590
 QD0590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 QD0590'1 MI N FROM THE COVE.
 QD0590'ALONG CROOKED RIVER, ABOUT 1 MILE DOWNSTREAM FROM THE COVE PLANT OF
 QD0590'PACIFIC POWER AND LIGHT CO., 53.2 FEET NORTHEAST OF THE NORTHEAST
 QD0590'CORNER OF U.S.G.S. GAGING STATION BUILDING, 7.5 FEET SOUTHEAST OF
 QD0590'JUNIPER TREE WITH TRIANGLE BLAZE ON SOUTHEAST SIDE, 55 FEET NORTHEAST
 QD0590'OF A FRAME SUPPORTING EAST END OF CABLE ACROSS RIVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1023 ***********************************************************************
 QD1023  DESIGNATION -  C 1
 QD1023  PID         -  QD1023
 QD1023  STATE/COUNTY-  OR/DESCHUTES
 QD1023  USGS QUAD   -  SISTERS (1988)
 QD1023
 QD1023                         *CURRENT SURVEY CONTROL
 QD1023  ___________________________________________________________________
 QD1023* NAD 83(1986)-  44 17 37.     (N)    121 34 40.     (W)     SCALED    
 QD1023* NAVD 88     -       984.611  (meters)    3230.34   (feet)  POSTED    
 QD1023  ___________________________________________________________________
 QD1023  GEOID HEIGHT-         -21.29  (meters)                     GEOID03
 QD1023  DYNAMIC HT  -         984.260 (meters)    3229.19  (feet)  COMP
 QD1023  MODELED GRAV-     980,226.3   (mgal)                       NAVD 88
 QD1023
 QD1023  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 QD1023
 QD1023.The horizontal coordinates were scaled from a topographic map and have
 QD1023.an estimated accuracy of +/- 6 seconds.
 QD1023
 QD1023.The orthometric height was determined by differential leveling
 QD1023.and adjusted by the  in 1992.
 QD1023.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 QD1023.rate of 1.1 thru 2.0 mm/km.
 QD1023
 QD1023.The geoid height was determined by GEOID03.
 QD1023
 QD1023.The dynamic height is computed by dividing the NAVD 88
 QD1023.geopotential number by the normal gravity value computed on the
 QD1023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1023.degrees latitude (g = 980.6199 gals.).
 QD1023
 QD1023.The modeled gravity was interpolated from observed gravity values.
 QD1023
 QD1023;                    North         East    Units  Estimated Accuracy
 QD1023;SPC OR S     -   292,380.    1,413,980.      MT  (+/- 180 meters Scaled)
 QD1023
 QD1023                          SUPERSEDED SURVEY CONTROL
 QD1023
 QD1023  NGVD 29 (??/??/92)  983.458  (m)         3226.56   (f) ADJ UNCH    1 2
 QD1023
 QD1023.Superseded values are not recommended for survey control.
 QD1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1023.See file dsdata.txt to determine how the superseded data were derived.
 QD1023
 QD1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ134054(NAD 83)
 QD1023_MARKER: DD = SURVEY DISK
 QD1023_SETTING: 0 = UNSPECIFIED SETTING
 QD1023_STAMPING: C 1 26
 QD1023_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD1023
 QD1023  HISTORY     - Date     Condition        Report By
 QD1023  HISTORY     - UNK      MONUMENTED       BPR
 QD1023  HISTORY     - 1943     GOOD             NGS
 QD1023  HISTORY     - 1987     MARK NOT FOUND   NGS
 QD1023
 QD1023                          STATION DESCRIPTION
 QD1023
 QD1023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QD1023'1.6 MI W FROM SISTERS.
 QD1023'ABOUT 1.6 MILES WEST ALONG U.S. HIGHWAY 28 FROM THE POST OFFICE AT
 QD1023'SISTERS, ABOUT 300 FEET WEST OF EAST END OF VERY LONG TANGENT IN
 QD1023'HIGHWAY, 11.0 FEET EAST OF A 18-INCH PINE, 29.0 FEET NORTH OF THE
 QD1023'CENTER LINE OF THE HIGHWAY, PROJECTING ABOUT 7-INCHES ABOVE THE
 QD1023'GROUND, 3.0 FEET SOUTHWEST OF A WHITE REFERENCE POST.  STAMPING C 1
 QD1023'26.
 QD1023
 QD1023                          STATION RECOVERY (1987)
 QD1023
 QD1023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QD1023'AFTER A THOROUGH SEARCH NO EVIDENCE OF THE MARK WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0370 ***********************************************************************
 PC0370  DESIGNATION -  C 10
 PC0370  PID         -  PC0370
 PC0370  STATE/COUNTY-  OR/DOUGLAS
 PC0370  USGS QUAD   -  ROSEBURG EAST (1987)
 PC0370
 PC0370                         *CURRENT SURVEY CONTROL
 PC0370  ___________________________________________________________________
 PC0370* NAD 83(1986)-  43 13 39.     (N)    123 21 15.     (W)     SCALED    
 PC0370* NAVD 88     -       144.632  (meters)     474.51   (feet)  ADJUSTED  
 PC0370  ___________________________________________________________________
 PC0370  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 PC0370  DYNAMIC HT  -         144.602 (meters)     474.42  (feet)  COMP
 PC0370  MODELED GRAV-     980,413.5   (mgal)                       NAVD 88
 PC0370
 PC0370  VERT ORDER  -  FIRST     CLASS II
 PC0370
 PC0370.The horizontal coordinates were scaled from a topographic map and have
 PC0370.an estimated accuracy of +/- 6 seconds.
 PC0370
 PC0370.The orthometric height was determined by differential leveling
 PC0370.and adjusted in June 1991.
 PC0370
 PC0370.The geoid height was determined by GEOID03.
 PC0370
 PC0370.The dynamic height is computed by dividing the NAVD 88
 PC0370.geopotential number by the normal gravity value computed on the
 PC0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0370.degrees latitude (g = 980.6199 gals.).
 PC0370
 PC0370.The modeled gravity was interpolated from observed gravity values.
 PC0370
 PC0370;                    North         East    Units  Estimated Accuracy
 PC0370;SPC OR S     -   177,330.    1,268,200.      MT  (+/- 180 meters Scaled)
 PC0370
 PC0370                          SUPERSEDED SURVEY CONTROL
 PC0370
 PC0370  NGVD 29 (??/??/92)  143.573  (m)          471.04   (f) ADJ UNCH    1 2
 PC0370
 PC0370.Superseded values are not recommended for survey control.
 PC0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0370.See file dsdata.txt to determine how the superseded data were derived.
 PC0370
 PC0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN712861(NAD 83)
 PC0370_MARKER: DB = BENCH MARK DISK
 PC0370_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PC0370_SP_SET: HEADWALL
 PC0370_STAMPING: ELEV. 470.396 FT. C 10 1920
 PC0370_MARK LOGO: CGS   
 PC0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0370+STABILITY: SURFACE MOTION
 PC0370
 PC0370  HISTORY     - Date     Condition        Report By
 PC0370  HISTORY     - 1920     MONUMENTED       CGS
 PC0370  HISTORY     - 1954     GOOD             NGS
 PC0370  HISTORY     - 1975     GOOD             NGS
 PC0370  HISTORY     - 1987     GOOD             NGS
 PC0370
 PC0370                          STATION DESCRIPTION
 PC0370
 PC0370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 PC0370'1.6 MI N FROM ROSEBURG.
 PC0370'1.6 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 PC0370'STATION AT ROSEBURG, ABOUT 350 FEET NORTH OF THE CROSSING OF GARDEN
 PC0370'VALLEY ROAD, AT DOUBLE 36-INCH CONCRETE PIPE CULVERT 574.25, IN THE
 PC0370'TOP OF THE CENTER OF THE WEST CONCRETE HEAD WALL, 12.6 FEET WEST OF
 PC0370'THE WEST RAIL OF THE MAIN TRACK, AND ABOUT 2 1/2 FEET LOWER THAN THE
 PC0370'TRACK.
 PC0370
 PC0370                          STATION RECOVERY (1975)
 PC0370
 PC0370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 PC0370'RECOVERED IN GOOD CONDITION.
 PC0370
 PC0370                          STATION RECOVERY (1987)
 PC0370
 PC0370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PC0370'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN ROSEBURG,
 PC0370'AT THE INTERSECTION OF THE SOUTHERN PACIFIC RAILROAD AND GARDEN
 PC0370'VALLEY BOULEVARD, 113.9 M (373.7 FT) NORTH OF THE CENTER OF THE
 PC0370'BOULEVARD, 3.8 M (12.5 FT) WEST OF THE NEAR RAIL, AND 2.1 M (6.9 FT)
 PC0370'SOUTH OF THE NORTH END OF A CONCRETE CULVERT HEADWALL.
 PC0370'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0439 ***********************************************************************
 RD0439  DESIGNATION -  C 100
 RD0439  PID         -  RD0439
 RD0439  STATE/COUNTY-  OR/MULTNOMAH
 RD0439  USGS QUAD   -  PORTLAND (1990)
 RD0439
 RD0439                         *CURRENT SURVEY CONTROL
 RD0439  ___________________________________________________________________
 RD0439* NAD 83(1986)-  45 31 00.     (N)    122 40 45.     (W)     SCALED    
 RD0439* NAVD 88     -        19.728  (meters)      64.72   (feet)  ADJUSTED  
 RD0439  ___________________________________________________________________
 RD0439  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 RD0439  DYNAMIC HT  -          19.728 (meters)      64.72  (feet)  COMP
 RD0439  MODELED GRAV-     980,630.4   (mgal)                       NAVD 88
 RD0439
 RD0439  VERT ORDER  -  FIRST     CLASS II
 RD0439
 RD0439.The horizontal coordinates were scaled from a topographic map and have
 RD0439.an estimated accuracy of +/- 6 seconds.
 RD0439
 RD0439.The orthometric height was determined by differential leveling
 RD0439.and adjusted in June 1991.
 RD0439
 RD0439.The geoid height was determined by GEOID03.
 RD0439
 RD0439.The dynamic height is computed by dividing the NAVD 88
 RD0439.geopotential number by the normal gravity value computed on the
 RD0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0439.degrees latitude (g = 980.6199 gals.).
 RD0439
 RD0439.The modeled gravity was interpolated from observed gravity values.
 RD0439
 RD0439;                    North         East    Units  Estimated Accuracy
 RD0439;SPC OR N     -   207,870.    2,329,770.      MT  (+/- 180 meters Scaled)
 RD0439
 RD0439                          SUPERSEDED SURVEY CONTROL
 RD0439
 RD0439  NGVD 29 (??/??/92)   18.663  (m)           61.23   (f) ADJ UNCH    1 2
 RD0439
 RD0439.Superseded values are not recommended for survey control.
 RD0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0439.See file dsdata.txt to determine how the superseded data were derived.
 RD0439
 RD0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER250403(NAD 83)
 RD0439_MARKER: DD = SURVEY DISK
 RD0439_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD0439_SP_SET: SIDEWALK
 RD0439_STAMPING: C 100 1932
 RD0439_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0439
 RD0439  HISTORY     - Date     Condition        Report By
 RD0439  HISTORY     - 1932     MONUMENTED       PG+E
 RD0439  HISTORY     - 1976     GOOD             NGS
 RD0439  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RD0439  HISTORY     - 19940219 MARK NOT FOUND   USPSQD
 RD0439  HISTORY     - 20041125 MARK NOT FOUND   USPSQD
 RD0439
 RD0439                          STATION DESCRIPTION
 RD0439
 RD0439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 RD0439'IN PORTLAND.
 RD0439'AT THE SOUTHEAST CORNER OF THE INTERSECTION OF SOUTHWEST SIXTH AVENUE,
 RD0439'AND SOUTHWEST TAYLOR STREET, 6 INCHES NORTHWEST OF THE NORTHWEST
 RD0439'CORNER OF THE PUBLIC SERVICE BUILDING, CEMENTED IN A DRILL HOLE IN THE
 RD0439'SIDEWALK.
 RD0439
 RD0439                          STATION RECOVERY (1988)
 RD0439
 RD0439'RECOVERY NOTE BY US POWER SQUADRON 1988 (KRN)
 RD0439'MARK NOT FOUND.
 RD0439
 RD0439                          STATION RECOVERY (1994)
 RD0439
 RD0439'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD0439'MARK NOT FOUND.
 RD0439
 RD0439                          STATION RECOVERY (2004)
 RD0439
 RD0439'RECOVERY NOTE BY US POWER SQUADRON 2004 (RHC)
 RD0439'THE CEMENT SIDEWALK HAS BEEN REPLACED WITH A RED BRICK COBBLESTONE
 RD0439'STYLE OF SIDEWALK, MONUMENT SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0440 ***********************************************************************
 RD0440  DESIGNATION -  C 100 RESET
 RD0440  PID         -  RD0440
 RD0440  STATE/COUNTY-  OR/MULTNOMAH
 RD0440  USGS QUAD   -  PORTLAND (1990)
 RD0440
 RD0440                         *CURRENT SURVEY CONTROL
 RD0440  ___________________________________________________________________
 RD0440* NAD 83(1986)-  45 31 00.     (N)    122 40 45.     (W)     SCALED    
 RD0440* NAVD 88     -        20.490  (meters)      67.22   (feet)  ADJUSTED  
 RD0440  ___________________________________________________________________
 RD0440  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 RD0440  DYNAMIC HT  -          20.490 (meters)      67.22  (feet)  COMP
 RD0440  MODELED GRAV-     980,630.4   (mgal)                       NAVD 88
 RD0440
 RD0440  VERT ORDER  -  FIRST     CLASS II
 RD0440
 RD0440.The horizontal coordinates were scaled from a topographic map and have
 RD0440.an estimated accuracy of +/- 6 seconds.
 RD0440
 RD0440.The orthometric height was determined by differential leveling
 RD0440.and adjusted in June 1991.
 RD0440
 RD0440.Photographs are available for this station.
 RD0440
 RD0440.The geoid height was determined by GEOID03.
 RD0440
 RD0440.The dynamic height is computed by dividing the NAVD 88
 RD0440.geopotential number by the normal gravity value computed on the
 RD0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0440.degrees latitude (g = 980.6199 gals.).
 RD0440
 RD0440.The modeled gravity was interpolated from observed gravity values.
 RD0440
 RD0440;                    North         East    Units  Estimated Accuracy
 RD0440;SPC OR N     -   207,870.    2,329,770.      MT  (+/- 180 meters Scaled)
 RD0440
 RD0440                          SUPERSEDED SURVEY CONTROL
 RD0440
 RD0440  NGVD 29 (05/16/90)   19.424  (m)           63.73   (f) ADJUSTED    1 2
 RD0440
 RD0440.Superseded values are not recommended for survey control.
 RD0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0440.See file dsdata.txt to determine how the superseded data were derived.
 RD0440
 RD0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER250403(NAD 83)
 RD0440_MARKER: DB = BENCH MARK DISK
 RD0440_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RD0440_SP_SET: CURB
 RD0440_STAMPING: C 100 RESET 1976
 RD0440_MARK LOGO: NGS   
 RD0440_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0440_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD0440+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2007
 RD0440
 RD0440  HISTORY     - Date     Condition        Report By
 RD0440  HISTORY     - 1976     MONUMENTED       NGS
 RD0440  HISTORY     - 1987     GOOD             NGS
 RD0440  HISTORY     - 1988     GOOD             USPSQD
 RD0440  HISTORY     - 1989     GOOD             USPSQD
 RD0440  HISTORY     - 1990     GOOD             USPSQD
 RD0440  HISTORY     - 19940219 GOOD             USPSQD
 RD0440  HISTORY     - 20010228 GOOD             USPSQD
 RD0440  HISTORY     - 20041125 GOOD             USPSQD
 RD0440  HISTORY     - 20051125 GOOD             USPSQD
 RD0440  HISTORY     - 20070309 GOOD             USPSQD
 RD0440
 RD0440                          STATION DESCRIPTION
 RD0440
 RD0440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 RD0440'IN PORTLAND.
 RD0440'ON THE NORTH SIDE OF THE HILTON HOTEL, CEMENTED IN A DRILL HOLE IN THE
 RD0440'SOUTH CURB OF TAYLOR STREET, 120 FEET WEST OF THE CENTER OF SIXTH
 RD0440'AVENUE, 40 FEET NORTHEAST OF THE FREIGHT DELIVERY DOCK FOR THE HILTON
 RD0440'HOTEL, AND 18 FEET SOUTH OF THE CENTER OF TAYLOR STREET.
 RD0440
 RD0440                          STATION RECOVERY (1987)
 RD0440
 RD0440'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD0440'RECOVERED IN GOOD CONDITION.
 RD0440
 RD0440                          STATION RECOVERY (1988)
 RD0440
 RD0440'RECOVERY NOTE BY US POWER SQUADRON 1988 (KRN)
 RD0440'RECOVERED IN GOOD CONDITION.
 RD0440
 RD0440                          STATION RECOVERY (1989)
 RD0440
 RD0440'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RD0440'RECOVERED IN GOOD CONDITION.
 RD0440
 RD0440                          STATION RECOVERY (1990)
 RD0440
 RD0440'RECOVERY NOTE BY US POWER SQUADRON 1990 (KRN)
 RD0440'RECOVERED IN GOOD CONDITION.
 RD0440
 RD0440                          STATION RECOVERY (1994)
 RD0440
 RD0440'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD0440'RECOVERED IN GOOD CONDITION.
 RD0440
 RD0440                          STATION RECOVERY (2001)
 RD0440
 RD0440'RECOVERY NOTE BY US POWER SQUADRON 2001 (KPK)
 RD0440'RECOVERED IN GOOD CONDITION.
 RD0440
 RD0440                          STATION RECOVERY (2004)
 RD0440
 RD0440'RECOVERY NOTE BY US POWER SQUADRON 2004 (RHC)
 RD0440'RECOVERED IN GOOD CONDITION.
 RD0440
 RD0440                          STATION RECOVERY (2005)
 RD0440
 RD0440'RECOVERY NOTE BY US POWER SQUADRON 2005 (MMC)
 RD0440'RECOVERED IN GOOD CONDITION.
 RD0440
 RD0440                          STATION RECOVERY (2007)
 RD0440
 RD0440'RECOVERY NOTE BY US POWER SQUADRON 2007 (RHC)
 RD0440'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0489 ***********************************************************************
 RD0489  DESIGNATION -  C 104
 RD0489  PID         -  RD0489
 RD0489  STATE/COUNTY-  OR/MULTNOMAH
 RD0489  USGS QUAD   -  PORTLAND (1990)
 RD0489
 RD0489                         *CURRENT SURVEY CONTROL
 RD0489  ___________________________________________________________________
 RD0489* NAD 83(1986)-  45 32 30.     (N)    122 43 09.     (W)     SCALED    
 RD0489* NAVD 88     -        13.270  (meters)      43.54   (feet)  ADJUSTED  
 RD0489  ___________________________________________________________________
 RD0489  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 RD0489  DYNAMIC HT  -          13.270 (meters)      43.54  (feet)  COMP
 RD0489  MODELED GRAV-     980,607.6   (mgal)                       NAVD 88
 RD0489
 RD0489  VERT ORDER  -  FIRST     CLASS II
 RD0489
 RD0489.The horizontal coordinates were scaled from a topographic map and have
 RD0489.an estimated accuracy of +/- 6 seconds.
 RD0489
 RD0489.The orthometric height was determined by differential leveling
 RD0489.and adjusted in June 1991.
 RD0489
 RD0489.The geoid height was determined by GEOID03.
 RD0489
 RD0489.The dynamic height is computed by dividing the NAVD 88
 RD0489.geopotential number by the normal gravity value computed on the
 RD0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0489.degrees latitude (g = 980.6199 gals.).
 RD0489
 RD0489.The modeled gravity was interpolated from observed gravity values.
 RD0489
 RD0489;                    North         East    Units  Estimated Accuracy
 RD0489;SPC OR N     -   210,740.    2,326,720.      MT  (+/- 180 meters Scaled)
 RD0489
 RD0489                          SUPERSEDED SURVEY CONTROL
 RD0489
 RD0489  NGVD 29 (05/16/90)   12.208  (m)           40.05   (f) ADJUSTED    1 2
 RD0489
 RD0489.Superseded values are not recommended for survey control.
 RD0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0489.See file dsdata.txt to determine how the superseded data were derived.
 RD0489
 RD0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER219431(NAD 83)
 RD0489_MARKER: DD = SURVEY DISK
 RD0489_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RD0489_SP_SET: CONCRETE MANHOLE
 RD0489_STAMPING: 39.636 C 104 1933
 RD0489_MARK LOGO: ORGS  
 RD0489_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0489_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RD0489+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2006
 RD0489
 RD0489  HISTORY     - Date     Condition        Report By
 RD0489  HISTORY     - 1933     MONUMENTED       CGS
 RD0489  HISTORY     - 1934     GOOD             NGS
 RD0489  HISTORY     - 1987     GOOD             NGS
 RD0489  HISTORY     - 1988     GOOD             USPSQD
 RD0489  HISTORY     - 1990     GOOD             USPSQD
 RD0489  HISTORY     - 19940420 GOOD             USPSQD
 RD0489  HISTORY     - 20010722 GOOD             USPSQD
 RD0489  HISTORY     - 20060328 GOOD             USPSQD
 RD0489
 RD0489                          STATION DESCRIPTION
 RD0489
 RD0489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RD0489'IN PORTLAND.
 RD0489'IN THE N.W. PART OF PORTLAND.  ON THE EAST SIDE OF N.W. ST. HELENS
 RD0489'ROAD, 100 FEET SOUTH OF N.W. GROCE ST., IN THE N.W. CORNER OF CONCRETE
 RD0489'MANHOLE.
 RD0489
 RD0489                          STATION RECOVERY (1987)
 RD0489
 RD0489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD0489'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IN LINE 7 OREGON IS
 RD0489'ADEQUATE EXCEPT ADD--1.7 M (5.6 FT) SOUTHEAST OF THE SOUTH CORNER OF
 RD0489'A CABINET MANUFACTORING BUILDING.
 RD0489
 RD0489                          STATION RECOVERY (1988)
 RD0489
 RD0489'RECOVERY NOTE BY US POWER SQUADRON 1988 (GAN)
 RD0489'RECOVERED IN GOOD CONDITION.
 RD0489
 RD0489                          STATION RECOVERY (1990)
 RD0489
 RD0489'RECOVERY NOTE BY US POWER SQUADRON 1990 (KRN)
 RD0489'RECOVERED IN GOOD CONDITION.
 RD0489
 RD0489                          STATION RECOVERY (1994)
 RD0489
 RD0489'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD0489'RECOVERED IN GOOD CONDITION.
 RD0489
 RD0489                          STATION RECOVERY (2001)
 RD0489
 RD0489'RECOVERY NOTE BY US POWER SQUADRON 2001 (GAN)
 RD0489'RECOVERED IN GOOD CONDITION.
 RD0489
 RD0489                          STATION RECOVERY (2006)
 RD0489
 RD0489'RECOVERY NOTE BY US POWER SQUADRON 2006 (GAN)
 RD0489'BENCH MARK IS IN GOOD CONDITION, AND WAS FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0853 ***********************************************************************
 QD0853  DESIGNATION -  C 105
 QD0853  PID         -  QD0853
 QD0853  STATE/COUNTY-  OR/DESCHUTES
 QD0853  USGS QUAD   -  REDMOND (1975)
 QD0853
 QD0853                         *CURRENT SURVEY CONTROL
 QD0853  ___________________________________________________________________
 QD0853* NAD 83(1986)-  44 16 27.     (N)    121 10 35.     (W)     SCALED    
 QD0853* NAVD 88     -       914.222  (meters)    2999.41   (feet)  ADJUSTED  
 QD0853  ___________________________________________________________________
 QD0853  GEOID HEIGHT-         -21.15  (meters)                     GEOID03
 QD0853  DYNAMIC HT  -         913.918 (meters)    2998.41  (feet)  COMP
 QD0853  MODELED GRAV-     980,255.4   (mgal)                       NAVD 88
 QD0853
 QD0853  VERT ORDER  -  FIRST     CLASS II
 QD0853
 QD0853.The horizontal coordinates were scaled from a topographic map and have
 QD0853.an estimated accuracy of +/- 6 seconds.
 QD0853
 QD0853.The orthometric height was determined by differential leveling
 QD0853.and adjusted in June 1991.
 QD0853.WARNING-Repeat measurements at this control monument indicate possible
 QD0853.vertical movement.
 QD0853
 QD0853.The geoid height was determined by GEOID03.
 QD0853
 QD0853.The dynamic height is computed by dividing the NAVD 88
 QD0853.geopotential number by the normal gravity value computed on the
 QD0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0853.degrees latitude (g = 980.6199 gals.).
 QD0853
 QD0853.The modeled gravity was interpolated from observed gravity values.
 QD0853
 QD0853;                    North         East    Units  Estimated Accuracy
 QD0853;SPC OR S     -   289,890.    1,446,000.      MT  (+/- 180 meters Scaled)
 QD0853
 QD0853                          SUPERSEDED SURVEY CONTROL
 QD0853
 QD0853  NGVD 29 (??/??/92)  913.120  (m)         2995.79   (f) ADJ UNCH    1 2
 QD0853
 QD0853.Superseded values are not recommended for survey control.
 QD0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0853.See file dsdata.txt to determine how the superseded data were derived.
 QD0853
 QD0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ455039(NAD 83)
 QD0853_MARKER: DB = BENCH MARK DISK
 QD0853_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 QD0853+WITH SETTING: PAVEMENT
 QD0853_SP_SET: PORCH
 QD0853_STAMPING: C 105 1941
 QD0853_MARK LOGO: CGS+SS
 QD0853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0853+STABILITY: SURFACE MOTION
 QD0853_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QD0853+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1988
 QD0853
 QD0853  HISTORY     - Date     Condition        Report By
 QD0853  HISTORY     - UNK      MONUMENTED       ORDT
 QD0853  HISTORY     - 1941     GOOD             NGS
 QD0853  HISTORY     - 1987     GOOD             NGS
 QD0853  HISTORY     - 19880715 GOOD             NGS
 QD0853
 QD0853                          STATION DESCRIPTION
 QD0853
 QD0853'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QD0853'IN REDMOND.
 QD0853'LOCATED IN REDMOND AT SOUTH SIDE OF C STREET BETWEEN EIGHTH AND NINTH
 QD0853'STREETS, EAST SIDE OF NORTH MAIN ENTRANCE TO REDMOND GRADE SCHOOL, IN
 QD0853'ENTRY FLOOR.
 QD0853
 QD0853                          STATION RECOVERY (1987)
 QD0853
 QD0853'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QD0853'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  IN REDMOND,
 QD0853'AT THE JUNCTION OF SOUTH EIGHT STREET AND WEST CASCADE AVENUE, 27.8 M
 QD0853'(91.2 FT) WEST OF THE EXTENDED CENTER OF THE STREET, 10.0 M (32.8 FT)
 QD0853'SOUTH OF THE CENTER OF THE AVENUE, 7.4 M (24.3 FT) WEST OF THE
 QD0853'NORTHEAST CORNER OF JESSIE HILL SCHOOL BUILDING, 1.6 M (5.2 FT) EAST
 QD0853'OF THE CENTER OF THE EAST ENTRANCE INTO THE BUILDING, AND 0.4 M
 QD0853'(1.3 FT) NORTH OF THE NORTH FACE OF THE BUILDING.
 QD0853'THE MARK IS 0.8 M ABOVE THE AVENUE.
 QD0853
 QD0853                          STATION RECOVERY (1988)
 QD0853
 QD0853'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QD0853'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0297 ***********************************************************************
 RD0297  DESIGNATION -  C 106
 RD0297  PID         -  RD0297
 RD0297  STATE/COUNTY-  OR/MARION
 RD0297  USGS QUAD   -  WOODBURN (1985)
 RD0297
 RD0297                         *CURRENT SURVEY CONTROL
 RD0297  ___________________________________________________________________
 RD0297* NAD 83(1986)-  45 13 56.     (N)    122 45 20.     (W)     SCALED    
 RD0297* NAVD 88     -        38.634  (meters)     126.75   (feet)  ADJUSTED  
 RD0297  ___________________________________________________________________
 RD0297  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 RD0297  DYNAMIC HT  -          38.633 (meters)     126.75  (feet)  COMP
 RD0297  MODELED GRAV-     980,585.5   (mgal)                       NAVD 88
 RD0297
 RD0297  VERT ORDER  -  SECOND    CLASS 0
 RD0297
 RD0297.The horizontal coordinates were scaled from a topographic map and have
 RD0297.an estimated accuracy of +/- 6 seconds.
 RD0297
 RD0297.The orthometric height was determined by differential leveling
 RD0297.and adjusted in June 1991.
 RD0297
 RD0297.The geoid height was determined by GEOID03.
 RD0297
 RD0297.The dynamic height is computed by dividing the NAVD 88
 RD0297.geopotential number by the normal gravity value computed on the
 RD0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0297.degrees latitude (g = 980.6199 gals.).
 RD0297
 RD0297.The modeled gravity was interpolated from observed gravity values.
 RD0297
 RD0297;                    North         East    Units  Estimated Accuracy
 RD0297;SPC OR N     -   176,440.    2,322,920.      MT  (+/- 180 meters Scaled)
 RD0297
 RD0297                          SUPERSEDED SURVEY CONTROL
 RD0297
 RD0297  NGVD 29 (??/??/92)   37.591  (m)          123.33   (f) ADJ UNCH    2 0
 RD0297
 RD0297.Superseded values are not recommended for survey control.
 RD0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0297.See file dsdata.txt to determine how the superseded data were derived.
 RD0297
 RD0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER191087(NAD 83)
 RD0297_MARKER: DB = BENCH MARK DISK
 RD0297_SETTING: 0 = UNSPECIFIED SETTING
 RD0297_STAMPING: C 106 1934
 RD0297_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0297
 RD0297  HISTORY     - Date     Condition        Report By
 RD0297  HISTORY     - 1934     MONUMENTED       CGS
 RD0297  HISTORY     - 1955     GOOD             NGS
 RD0297  HISTORY     - 1987     MARK NOT FOUND   NGS
 RD0297
 RD0297                          STATION DESCRIPTION
 RD0297
 RD0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RD0297'IN AURORA.
 RD0297'ALONG THE RIGHT OF WAY OF THE SOUTHERN PACIFIC RAILROAD, 45 YARDS
 RD0297'SOUTHWEST OF THE SOUTHWEST CORNER OF THE STATION, 30 YARDS SOUTHWEST
 RD0297'OF HIGHWAY CROSSING, 29 FEET NORTHWEST OF MAIN TRACK, AND 1 FOOT
 RD0297'SOUTHEAST OF FENCE.
 RD0297
 RD0297                          STATION RECOVERY (1955)
 RD0297
 RD0297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 RD0297'RECOVERED IN GOOD CONDITION.
 RD0297
 RD0297                          STATION RECOVERY (1987)
 RD0297
 RD0297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD0297'THERE HAS BEEN ROAD CONSTRUCTION AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0206 ***********************************************************************
 RD0206  DESIGNATION -  C 107
 RD0206  PID         -  RD0206
 RD0206  STATE/COUNTY-  OR/CLACKAMAS
 RD0206  USGS QUAD   -  SANDY (1985)
 RD0206
 RD0206                         *CURRENT SURVEY CONTROL
 RD0206  ___________________________________________________________________
 RD0206* NAD 83(1986)-  45 26 05.     (N)    122 19 55.     (W)     SCALED    
 RD0206* NAVD 88     -       170.134  (meters)     558.18   (feet)  ADJUSTED  
 RD0206  ___________________________________________________________________
 RD0206  GEOID HEIGHT-         -22.71  (meters)                     GEOID03
 RD0206  DYNAMIC HT  -         170.124 (meters)     558.15  (feet)  COMP
 RD0206  MODELED GRAV-     980,551.5   (mgal)                       NAVD 88
 RD0206
 RD0206  VERT ORDER  -  SECOND    CLASS 0
 RD0206
 RD0206.The horizontal coordinates were scaled from a topographic map and have
 RD0206.an estimated accuracy of +/- 6 seconds.
 RD0206
 RD0206.The orthometric height was determined by differential leveling
 RD0206.and adjusted in June 1991.
 RD0206
 RD0206.The geoid height was determined by GEOID03.
 RD0206
 RD0206.The dynamic height is computed by dividing the NAVD 88
 RD0206.geopotential number by the normal gravity value computed on the
 RD0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0206.degrees latitude (g = 980.6199 gals.).
 RD0206
 RD0206.The modeled gravity was interpolated from observed gravity values.
 RD0206
 RD0206;                    North         East    Units  Estimated Accuracy
 RD0206;SPC OR N     -   198,100.    2,356,680.      MT  (+/- 180 meters Scaled)
 RD0206
 RD0206                          SUPERSEDED SURVEY CONTROL
 RD0206
 RD0206  NGVD 29 (??/??/92)  169.079  (m)          554.72   (f) ADJ UNCH    2 0
 RD0206
 RD0206.Superseded values are not recommended for survey control.
 RD0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0206.See file dsdata.txt to determine how the superseded data were derived.
 RD0206
 RD0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER522314(NAD 83)
 RD0206_MARKER: DD = SURVEY DISK
 RD0206_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD0206_SP_SET: CULVERT
 RD0206_STAMPING: C 107 1934
 RD0206_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0206
 RD0206  HISTORY     - Date     Condition        Report By
 RD0206  HISTORY     - 1934     MONUMENTED       ORDT
 RD0206  HISTORY     - 1935     GOOD             ORDT
 RD0206  HISTORY     - 20040810 MARK NOT FOUND   USPSQD
 RD0206
 RD0206                          STATION DESCRIPTION
 RD0206
 RD0206'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1935
 RD0206'1.6 MI NW FROM KELSO.
 RD0206'1.6 MILES NORTHWEST ALONG THE MOUNT HOOD LOOP HIGHWAY (OREGON 50) FROM
 RD0206'KELSO, CLACKAMAS COUNTY, ABOUT 2 MILES SOUTHEAST OF THE
 RD0206'MULTNOMAH-CLACKAMAS COUNTY LINE, AT A 6- BY 6-FOOT CONCRETE CULVERT,
 RD0206'AND IN THE TOP OF THE NORTHWEST CORNER OF THE NORTHEAST HEAD WALL. AN
 RD0206'OREGON STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED C 107 1934.
 RD0206
 RD0206                          STATION RECOVERY (2004)
 RD0206
 RD0206'RECOVERY NOTE BY US POWER SQUADRON 2004 (DLM)
 RD0206'THERE APPEARS TO HAVE BEEN PAST CONSTRUCTION OVER CULVERT TO WIDEN
 RD0206'ROAD. MARK MAY BE LOCATED UNDER PREFAB CONCRETE SLABS PLACED OVER
 RD0206'ORIGINAL BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1298 ***********************************************************************
 RC1298  DESIGNATION -  C 108
 RC1298  PID         -  RC1298
 RC1298  STATE/COUNTY-  OR/WASCO
 RC1298  USGS QUAD   -  WAPINITIA PASS (1996)
 RC1298
 RC1298                         *CURRENT SURVEY CONTROL
 RC1298  ___________________________________________________________________
 RC1298* NAD 83(1986)-  45 12 25.     (N)    121 41 54.     (W)     SCALED    
 RC1298* NAVD 88     -      1227.721  (meters)    4027.95   (feet)  ADJUSTED  
 RC1298  ___________________________________________________________________
 RC1298  GEOID HEIGHT-         -20.88  (meters)                     GEOID03
 RC1298  DYNAMIC HT  -        1227.385 (meters)    4026.85  (feet)  COMP
 RC1298  MODELED GRAV-     980,299.1   (mgal)                       NAVD 88
 RC1298
 RC1298  VERT ORDER  -  SECOND    CLASS 0
 RC1298
 RC1298.The horizontal coordinates were scaled from a topographic map and have
 RC1298.an estimated accuracy of +/- 6 seconds.
 RC1298
 RC1298.The orthometric height was determined by differential leveling
 RC1298.and adjusted in June 1991.
 RC1298
 RC1298.The geoid height was determined by GEOID03.
 RC1298
 RC1298.The dynamic height is computed by dividing the NAVD 88
 RC1298.geopotential number by the normal gravity value computed on the
 RC1298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1298.degrees latitude (g = 980.6199 gals.).
 RC1298
 RC1298.The modeled gravity was interpolated from observed gravity values.
 RC1298
 RC1298;                    North         East    Units  Estimated Accuracy
 RC1298;SPC OR N     -   171,860.    2,405,870.      MT  (+/- 180 meters Scaled)
 RC1298
 RC1298                          SUPERSEDED SURVEY CONTROL
 RC1298
 RC1298  NGVD 29 (??/??/92) 1226.587  (m)         4024.23   (f) ADJ UNCH    2 0
 RC1298
 RC1298.Superseded values are not recommended for survey control.
 RC1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1298.See file dsdata.txt to determine how the superseded data were derived.
 RC1298
 RC1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR022067(NAD 83)
 RC1298_MARKER: DB = BENCH MARK DISK
 RC1298_SETTING: 66 = SET IN ROCK OUTCROP
 RC1298_SP_SET: FLAT ROCK
 RC1298_STAMPING: C 108 1934
 RC1298_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RC1298+STABILITY: POSITION/ELEVATION WELL
 RC1298
 RC1298  HISTORY     - Date     Condition        Report By
 RC1298  HISTORY     - 1934     MONUMENTED       CGS
 RC1298  HISTORY     - 1983     POOR             USGS
 RC1298  HISTORY     - 1984     GOOD             USPSQD
 RC1298  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 RC1298  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 RC1298
 RC1298                          STATION DESCRIPTION
 RC1298
 RC1298'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RC1298'10.1 MI SE FROM GOVERNMENT CAMP.
 RC1298'IN WASCO COUNTY, ABOUT 10.1 MILES SOUTHEAST ALONG THE MOUNT HOOD LOOP
 RC1298'HIGHWAY AND THE WAPINITIA HIGHWAY (OREGON 50) FROM THE BATTLE AXE INN
 RC1298'AT GOVERNMENT CAMP, CLACKAMAS COUNTY, AT BLUE BOX PASS, ABOUT 500 FEET
 RC1298'SOUTHEAST OF THE HIGHEST POINT ON THE HIGHWAY, 31 FEET SOUTHWEST OF
 RC1298'THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF A 10- BY 6-FOOT FLAT
 RC1298'ROCK NEAR THE SUMMIT, AND ABOUT 5 FEET HIGHER THAN THE HIGHWAY.  A
 RC1298'STANDARD DISK, STAMPED C 108 1934.
 RC1298
 RC1298                          STATION RECOVERY (1983)
 RC1298
 RC1298'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 RC1298'IN WASCO COUNTY, ABOUT 10.1 MILES SOUTHEAST ALONG THE MOUNT HOOD LOOP
 RC1298'HWY AND THE
 RC1298
 RC1298                          STATION RECOVERY (1984)
 RC1298
 RC1298'RECOVERY NOTE BY US POWER SQUADRON 1984
 RC1298'RECOVERED IN GOOD CONDITION.
 RC1298
 RC1298                          STATION RECOVERY (1985)
 RC1298
 RC1298'RECOVERY NOTE BY US POWER SQUADRON 1985
 RC1298'MARK NOT FOUND.
 RC1298
 RC1298                          STATION RECOVERY (1985)
 RC1298
 RC1298'RECOVERY NOTE BY US POWER SQUADRON 1985
 RC1298'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1007 ***********************************************************************
 QD1007  DESIGNATION -  C 11
 QD1007  PID         -  QD1007
 QD1007  STATE/COUNTY-  OR/DESCHUTES
 QD1007  USGS QUAD   -  MT WASHINGTON (1988)
 QD1007
 QD1007                         *CURRENT SURVEY CONTROL
 QD1007  ___________________________________________________________________
 QD1007* NAD 83(1986)-  44 17 24.     (N)    121 45 46.     (W)     SCALED    
 QD1007* NAVD 88     -      1497.514  (meters)    4913.09   (feet)  POSTED    
 QD1007  ___________________________________________________________________
 QD1007  GEOID HEIGHT-         -20.91  (meters)                     GEOID03
 QD1007  DYNAMIC HT  -        1496.870 (meters)    4910.98  (feet)  COMP
 QD1007  MODELED GRAV-     980,133.2   (mgal)                       NAVD 88
 QD1007
 QD1007  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 QD1007
 QD1007.The horizontal coordinates were scaled from a topographic map and have
 QD1007.an estimated accuracy of +/- 6 seconds.
 QD1007
 QD1007.The orthometric height was determined by differential leveling
 QD1007.and adjusted by the  in 1992.
 QD1007.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 QD1007.rate of 2.1 thru 3.0 mm/km.
 QD1007
 QD1007.The geoid height was determined by GEOID03.
 QD1007
 QD1007.The dynamic height is computed by dividing the NAVD 88
 QD1007.geopotential number by the normal gravity value computed on the
 QD1007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1007.degrees latitude (g = 980.6199 gals.).
 QD1007
 QD1007.The modeled gravity was interpolated from observed gravity values.
 QD1007
 QD1007;                    North         East    Units  Estimated Accuracy
 QD1007;SPC OR S     -   292,190.    1,399,210.      MT  (+/- 180 meters Scaled)
 QD1007
 QD1007                          SUPERSEDED SURVEY CONTROL
 QD1007
 QD1007  NGVD 29 (??/??/92) 1496.276  (m)         4909.03   (f) ADJ UNCH    1 2
 QD1007
 QD1007.Superseded values are not recommended for survey control.
 QD1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1007.See file dsdata.txt to determine how the superseded data were derived.
 QD1007
 QD1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ987048(NAD 83)
 QD1007_MARKER: DD = SURVEY DISK
 QD1007_SETTING: 66 = SET IN ROCK OUTCROP
 QD1007_SP_SET: ROCK OUTCROP
 QD1007_STAMPING: C 11 4909 26
 QD1007_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QD1007+STABILITY: POSITION/ELEVATION WELL
 QD1007
 QD1007  HISTORY     - Date     Condition        Report By
 QD1007  HISTORY     - UNK      MONUMENTED       USFS
 QD1007  HISTORY     - 1943     GOOD             NGS
 QD1007
 QD1007                          STATION DESCRIPTION
 QD1007
 QD1007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QD1007'3.3 MI E FROM MCKENZIE PASS.
 QD1007'ABOUT 3.3 MILES EAST ALONG U.S. HIGHWAY 28 FROM MCKENZIE PASS,
 QD1007'DESCHUTES COUNTY, SET AT WINDY POINT, ON THE SUMMIT OF RIDGE, 169 FEET
 QD1007'NORTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF A ROCK
 QD1007'OUTCROP, 6.0 FEET NORTH OF A WHITE REFERENCE POST.  STAMPED C 11 4909
 QD1007'26.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0294 ***********************************************************************
 PC0294  DESIGNATION -  C 11 RESET
 PC0294  PID         -  PC0294
 PC0294  STATE/COUNTY-  OR/LANE
 PC0294  USGS QUAD   -  COTTAGE GROVE (1984)
 PC0294
 PC0294                         *CURRENT SURVEY CONTROL
 PC0294  ___________________________________________________________________
 PC0294* NAD 83(1986)-  43 47 50.     (N)    123 03 32.     (W)     SCALED    
 PC0294* NAVD 88     -       196.85   (meters)     645.8    (feet)  RESET     
 PC0294  ___________________________________________________________________
 PC0294  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 PC0294  VERT ORDER  -  THIRD
 PC0294
 PC0294.The horizontal coordinates were scaled from a topographic map and have
 PC0294.an estimated accuracy of +/- 6 seconds.
 PC0294
 PC0294.The orthometric height was computed from unverified reset data.
 PC0294
 PC0294.The geoid height was determined by GEOID03.
 PC0294
 PC0294;                    North         East    Units  Estimated Accuracy
 PC0294;SPC OR S     -   239,820.    1,294,110.      MT  (+/- 180 meters Scaled)
 PC0294
 PC0294                          SUPERSEDED SURVEY CONTROL
 PC0294
 PC0294.No superseded survey control is available for this station.
 PC0294
 PC0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP952493(NAD 83)
 PC0294_MARKER: DB = BENCH MARK DISK
 PC0294_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PC0294_SP_SET: TRAFFIC ISLAND
 PC0294_STAMPING: C 11 RESET 1974
 PC0294_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PC0294
 PC0294  HISTORY     - Date     Condition        Report By
 PC0294  HISTORY     - 1974     MONUMENTED       NGS
 PC0294
 PC0294                          STATION DESCRIPTION
 PC0294
 PC0294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 PC0294'IN COTTAGE GROVE.
 PC0294'LOCATED IN THE EAST-CENTRAL PART OF COTTAGE GROVE, 175 FEET EAST OF
 PC0294'THE RAILROAD DEPOT, AT THE INTERSECTION OF EAST MAIN STREET, AND SOUTH
 PC0294'TENTH STREET, CEMENTED IN A DRILL HOLE IN THE CONCRETE TRAFFIC ISLAND,
 PC0294'50 FEET NORTH OF THE NORTHWEST CORNER OF THE SEARS BUILDING SUPPLY
 PC0294'STORE, 30 FEET SOUTH OF THE CENTER OF EAST MAIN STREET, 22 FEET EAST
 PC0294'OF THE CENTER OF SOUTH TENTH STREET, 4 FEET WEST OF THE NEAREST RAIL
 PC0294'OF THE OREGON PACIFIC AND EASTERN RAILROAD TRACKS, AND 4 FEET
 PC0294'SOUTHWEST OF A STOP SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1177 ***********************************************************************
 RC1177  DESIGNATION -  C 110
 RC1177  PID         -  RC1177
 RC1177  STATE/COUNTY-  OR/WASCO
 RC1177  USGS QUAD   -  MAUPIN (1996)
 RC1177
 RC1177                         *CURRENT SURVEY CONTROL
 RC1177  ___________________________________________________________________
 RC1177* NAD 83(1986)-  45 08 58.     (N)    121 07 01.     (W)     SCALED    
 RC1177* NAVD 88     -       274.825  (meters)     901.65   (feet)  ADJUSTED  
 RC1177  ___________________________________________________________________
 RC1177  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 RC1177  DYNAMIC HT  -         274.779 (meters)     901.50  (feet)  COMP
 RC1177  MODELED GRAV-     980,444.6   (mgal)                       NAVD 88
 RC1177
 RC1177  VERT ORDER  -  SECOND    CLASS 0
 RC1177
 RC1177.The horizontal coordinates were scaled from a topographic map and have
 RC1177.an estimated accuracy of +/- 6 seconds.
 RC1177
 RC1177.The orthometric height was determined by differential leveling
 RC1177.and adjusted in June 1991.
 RC1177
 RC1177.The geoid height was determined by GEOID03.
 RC1177
 RC1177.The dynamic height is computed by dividing the NAVD 88
 RC1177.geopotential number by the normal gravity value computed on the
 RC1177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1177.degrees latitude (g = 980.6199 gals.).
 RC1177
 RC1177.The modeled gravity was interpolated from observed gravity values.
 RC1177
 RC1177;                    North         East    Units  Estimated Accuracy
 RC1177;SPC OR N     -   164,950.    2,451,490.      MT  (+/- 180 meters Scaled)
 RC1177
 RC1177                          SUPERSEDED SURVEY CONTROL
 RC1177
 RC1177  NGVD 29 (??/??/92)  273.789  (m)          898.26   (f) ADJ UNCH    2 0
 RC1177
 RC1177.Superseded values are not recommended for survey control.
 RC1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1177.See file dsdata.txt to determine how the superseded data were derived.
 RC1177
 RC1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR480012(NAD 83)
 RC1177_MARKER: DB = BENCH MARK DISK
 RC1177_SETTING: 80 = SET IN A BOULDER
 RC1177_SP_SET: BOULDER
 RC1177_STAMPING: C 110 1934
 RC1177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1177+STABILITY: SURFACE MOTION
 RC1177
 RC1177  HISTORY     - Date     Condition        Report By
 RC1177  HISTORY     - 1934     MONUMENTED       CGS
 RC1177  HISTORY     - 1956     MARK NOT FOUND   NGS
 RC1177  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 RC1177
 RC1177                          STATION DESCRIPTION
 RC1177
 RC1177'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RC1177'2.35 MI S FROM MAUPIN.
 RC1177'2.35 MI. SOUTH ALONG O.W.R.R. AND N. RY, FROM STATION.  ALONG THE
 RC1177'RIGHT OF WAY OF THE OREGON-WASHINGTON RAILROAD AND NAVIGATION CO., AT
 RC1177'MILEAGE 53.55, AT WEST END OF ROCK CUT, 154 YARDS WEST OF SIGN SLOW
 RC1177'2300 FEET, 22 YARDS EAST OF RAILROAD 6-DEGREE CURVE SIGN, 17 FEET
 RC1177'NORTH OF TRACK, ON TOP OF EMBEDDED BOULDER, AND ABOUT 3 FEET ABOVE
 RC1177'GRADE.
 RC1177
 RC1177                          STATION RECOVERY (1956)
 RC1177
 RC1177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 RC1177'MARK NOT FOUND.
 RC1177
 RC1177                          STATION RECOVERY (1985)
 RC1177
 RC1177'RECOVERY NOTE BY US POWER SQUADRON 1985
 RC1177'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0713 ***********************************************************************
 QD0713  DESIGNATION -  C 111
 QD0713  PID         -  QD0713
 QD0713  STATE/COUNTY-  OR/DESCHUTES
 QD0713  USGS QUAD   -  OPAL CITY (1992)
 QD0713
 QD0713                         *CURRENT SURVEY CONTROL
 QD0713  ___________________________________________________________________
 QD0713* NAD 83(1991)-  44 23 29.55540(N)    121 11 49.01255(W)     ADJUSTED  
 QD0713* NAVD 88     -       845.146  (meters)    2772.78   (feet)  ADJUSTED  
 QD0713  ___________________________________________________________________
 QD0713  LAPLACE CORR-           6.72  (seconds)                    DEFLEC99
 QD0713  GEOID HEIGHT-         -21.16  (meters)                     GEOID03
 QD0713  DYNAMIC HT  -         844.890 (meters)    2771.94  (feet)  COMP
 QD0713  MODELED GRAV-     980,286.8   (mgal)                       NAVD 88
 QD0713
 QD0713  HORZ ORDER  -  THIRD
 QD0713  VERT ORDER  -  SECOND    CLASS 0
 QD0713
 QD0713.The horizontal coordinates were established by classical geodetic methods
 QD0713.and adjusted by the National Geodetic Survey in October 1991.
 QD0713
 QD0713.The orthometric height was determined by differential leveling
 QD0713.and adjusted in June 1991.
 QD0713
 QD0713.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD0713
 QD0713.The geoid height was determined by GEOID03.
 QD0713
 QD0713.The dynamic height is computed by dividing the NAVD 88
 QD0713.geopotential number by the normal gravity value computed on the
 QD0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0713.degrees latitude (g = 980.6199 gals.).
 QD0713
 QD0713.The modeled gravity was interpolated from observed gravity values.
 QD0713
 QD0713;                    North         East     Units Scale Factor Converg.
 QD0713;SPC OR S     -   302,944.017 1,444,463.184   MT  1.00012317   -0 28 36.5
 QD0713;SPC OR S     -   993,910.82  4,739,052.44   iFT  1.00012317   -0 28 36.5
 QD0713;SPC OR N     -    80,790.388 2,444,470.857   MT  0.99998585   -0 29 39.4
 QD0713;SPC OR N     -   265,060.33  8,019,917.51   iFT  0.99998585   -0 29 39.4
 QD0713;UTM  10      - 4,916,943.133   643,604.590   MT  0.99985362   +1 15 41.6
 QD0713
 QD0713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD0713!SPC OR S     -   0.99987082  x   1.00012317  =   0.99999397
 QD0713!SPC OR N     -   0.99987082  x   0.99998585  =   0.99985667
 QD0713!UTM  10      -   0.99987082  x   0.99985362  =   0.99972446
 QD0713
 QD0713|---------------------------------------------------------------------|
 QD0713| PID    Reference Object                     Distance      Geod. Az  |
 QD0713|                                                           dddmmss.s |
 QD0713| QD1633 C 111 AZ MK                         260.944 METERS 04747     |
 QD0713| CF4093 C 111 RM 1                           15.755 METERS 08220     |
 QD0713| QD1632 ROCK                                APPROX. 2.5 KM 1051149.0 |
 QD0713| CF4094 C 111 RM 2                            5.654 METERS 21156     |
 QD0713|---------------------------------------------------------------------|
 QD0713
 QD0713                          SUPERSEDED SURVEY CONTROL
 QD0713
 QD0713  NAD 83(1986)-  44 23 29.56314(N)    121 11 49.01180(W) AD(       ) 3
 QD0713  NAD 27      -  44 23 30.13000(N)    121 11 44.87900(W) AD(       ) 3
 QD0713  NGVD 29 (??/??/92)  844.062  (m)         2769.23   (f) ADJ UNCH    2 0
 QD0713
 QD0713.Superseded values are not recommended for survey control.
 QD0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0713.See file dsdata.txt to determine how the superseded data were derived.
 QD0713
 QD0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ4360516943(NAD 83)
 QD0713_MARKER: DB = BENCH MARK DISK
 QD0713_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QD0713_SP_SET: BRIDGE
 QD0713_STAMPING: C 111 1934
 QD0713_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QD0713
 QD0713  HISTORY     - Date     Condition        Report By
 QD0713  HISTORY     - 1945     MONUMENTED       CGS
 QD0713  HISTORY     - 1974     SEE DESCRIPTION  NGS
 QD0713  HISTORY     - 1974     GOOD             NGS
 QD0713
 QD0713                          STATION DESCRIPTION
 QD0713
 QD0713'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (CAG)
 QD0713'STATION IS LOCATED ABOUT 3.4 MILES NORTH OF TERREBONE AT THE NORTH
 QD0713'END OF THE RAILROAD BRIDGE OVER CROOKED CREEK.  IT IS A STANDARD
 QD0713'USC AND GS BENCH MARK SET IN A DRILL HOLE IN THE NORTHEAST BRIDGE
 QD0713'ABUTMENT, 23 FEET EAST-SOUTHEAST OF A WHITE POLE WITH THE SIGN
 QD0713'T-125-7 CROOKED RIVER, 9.5 FEET NORTH OF THE NORTH END OF THE
 QD0713'RAILROAD BRIDGE AND 7 FEET EAST OF THE EAST RAIL OF THE RAILROAD
 QD0713'TRACK.  IT IS STAMPED C 111 1934.
 QD0713'
 QD0713'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION, 35 FEET EAST OF
 QD0713'THE BRIDGE, 5.4 FEET SOUTHWEST OF A WHITE REFERENCE POST AND 3
 QD0713'FEET NORTH OF THE GORGE OF CROOKED RIVER.  IT IS STAMPED C 111 NO 1
 QD0713'1945 BM AND IS 7.23 METERS LOWER THAN THE STATION.
 QD0713'
 QD0713'REFERENCE MARK NO. 2 IS WEST OF THE STATION IN THE NORTHWEST
 QD0713'BRIDGE ABUTMENT, 13 FEET SOUTH OF THE WHITE POST WITH THE SIGN
 QD0713'T-125-7 CROOKED RIVER AND 7.5 FEET NORTH OF THE NORTH END OF THE
 QD0713'RAILROAD BRIDGE.  IT IS A STANDARD DISK SET IN A DRILL HOLE IN
 QD0713'CONCRETE STAMPED C 111 NO 2 1945 BM AND IS AT THE SAME ELEVATION
 QD0713'AS THE STATION.
 QD0713'
 QD0713'THE AZIMUTH MARK IS EAST OF THE STATION, 17 FEET WEST OF THE
 QD0713'CENTERLINE OF U.S. HIGHWAY NO. 97, 7 FEET NORTHWEST OF THE NORTHWEST
 QD0713'CORNER OF THE BRIDGE OVER CROOKED RIVER AND 5 FEET EAST OF THE
 QD0713'RAILING ALONG THE WEST SIDE OF THE BRIDGE APPROACH.  IT IS A
 QD0713'STANDARD AZIMUTH MARK DISK, STAMPED C 111 1945, WELDED ON A
 QD0713'3-INCH CAST IRON SOILPIPE THAT IS FLUSH WITH THE SURFACE OF THE
 QD0713'GROUND.
 QD0713'
 QD0713'TO REACH THE STATION FROM THE POST OFFICE IN TERREBONE, GO NORTH
 QD0713'ON U.S. HIGHWAY NO. 97 FOR 3.4 MILES TO THE BRIDGE ACROSS CROOKED
 QD0713'RIVER.  CROSS BRIDGE, THEN GO TO THE LEFT ACROSS SAGEBRUSH AREA FOR
 QD0713'ABOUT 0.1 MILE TO THE NORTH END OF THE RAILROAD BRIDGE AND THE
 QD0713'STATION.
 QD0713
 QD0713                          STATION RECOVERY (1974)
 QD0713
 QD0713'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 QD0713'THE STATION MARK, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK WAS
 QD0713'RECOVERED IN GOOD CONDITION.  THE REFERENCE MEASUREMENTS TO THE
 QD0713'AZIMUTH MARK WERE NOT CORRECT MAKING RECOVERY DIFFICULT SINCE THE
 QD0713'AZIMUTH MARK IS NOW BELOW THE SURFACE.  NEW MEASUREMENTS TO THE
 QD0713'AZIMUTH MARK FOLLOW.
 QD0713'
 QD0713'THE AZIMUTH MARK, STAMPED C 111 BM 1945, IS A STANDARD DISK ON A
 QD0713'PIPE THAT IS 3-INCHES BELOW THE SURFACE, 30.1 FEET EAST OF THE EAST
 QD0713'CORNER OF A PILLAR AT THE END OF THE RAILING, 18 FEET SOUTHWEST OF
 QD0713'THE CENTER OF U.S. HIGHWAY 97, 7.0 FEET WEST OF THE SOUTHWEST
 QD0713'CORNER OF THE BRIDGE, 5.2 FEET NORTHEAST OF THE NORTHWEST-SOUTHEAST
 QD0713'RAILING, AND 4.9 FEET NORTHWEST OF THE NORTHEAST-SOUTHWEST
 QD0713'RAILING.
 QD0713'
 QD0713'THE ORIGINAL TO REACH IS CORRECT, AND ADEQUATE FOR RECOVERY.
 QD0713'
 QD0713'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QD0713'3-1/2 MILES NORTHWEST OF TERREBONNE.
 QD0713
 QD0713                          STATION RECOVERY (1974)
 QD0713
 QD0713'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 QD0713'3.5 MI NW FROM TERREBONNE.
 QD0713'TO REACH THE BENCH MARK FROM THE TERREBONNE POST OFFICE GO NORTHWEST
 QD0713'ON U.S. HIGHWAY 97 FOR 3.4 MILES TO THE BRIDGE OVER CROOKED RIVER,
 QD0713'CROSS THE BRIDGE, THEN HIKE SOUTHWEST 0.1 MILE TO THE NORTHWEST END OF
 QD0713'THE RAILROAD BRIDGE, AND THE BENCH MARK, 175 FEET SOUTHEAST OF
 QD0713'RAILROAD MILEPOST NO. 60, 9.5 FEET NORTHWEST OF THE SOUTHEAST END OF
 QD0713'THE ABUTMENT, 6.5 FEET NORTHEAST OF THE NEAREST RAIL, AND 2.8 FEET
 QD0713'SOUTHEAST OF THE NORTHWEST END OF THE ABUTMENT CEMENTED FLUSH IN THE
 QD0713'CONCRETE ABUTMENT OF THE RAILROAD BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1633 ***********************************************************************
 QD1633  DESIGNATION -  C 111 AZ MK
 QD1633  PID         -  QD1633
 QD1633  STATE/COUNTY-  OR/JEFFERSON
 QD1633  USGS QUAD   -  OPAL CITY (1992)
 QD1633
 QD1633                         *CURRENT SURVEY CONTROL
 QD1633  ___________________________________________________________________
 QD1633* NAD 83(1991)-  44 23 35.23653(N)    121 11 40.28137(W)     ADJUSTED  
 QD1633* NAVD 88     -       837.7    (meters)    2748.     (feet)  VERTCON   
 QD1633  ___________________________________________________________________
 QD1633  LAPLACE CORR-           6.83  (seconds)                    DEFLEC99
 QD1633  GEOID HEIGHT-         -21.16  (meters)                     GEOID03
 QD1633  HORZ ORDER  -  THIRD
 QD1633
 QD1633.The horizontal coordinates were established by classical geodetic methods
 QD1633.and adjusted by the National Geodetic Survey in October 1991.
 QD1633
 QD1633.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1633.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1633
 QD1633.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1633
 QD1633.The geoid height was determined by GEOID03.
 QD1633
 QD1633;                    North         East     Units Scale Factor Converg.
 QD1633;SPC OR N     -    80,964.073 2,444,665.597   MT  0.99998548   -0 29 33.2
 QD1633;SPC OR N     -   265,630.16  8,020,556.42   iFT  0.99998548   -0 29 33.2
 QD1633;SPC OR S     -   303,117.785 1,444,657.898   MT  1.00012376   -0 28 30.6
 QD1633;SPC OR S     -   994,480.92  4,739,691.27   iFT  1.00012376   -0 28 30.6
 QD1633;UTM  10      - 4,917,122.679   643,793.891   MT  0.99985429   +1 15 47.8
 QD1633
 QD1633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1633!SPC OR N     -   0.99987199  x   0.99998548  =   0.99985747
 QD1633!SPC OR S     -   0.99987199  x   1.00012376  =   0.99999573
 QD1633!UTM  10      -   0.99987199  x   0.99985429  =   0.99972629
 QD1633
 QD1633:                Primary Azimuth Mark                     Grid Az
 QD1633:SPC OR N     -  ROCK                                     111 01 35.2
 QD1633:SPC OR S     -  ROCK                                     111 00 32.6
 QD1633:UTM  10      -  ROCK                                     109 16 14.2
 QD1633
 QD1633|---------------------------------------------------------------------|
 QD1633| PID    Reference Object                     Distance      Geod. Az  |
 QD1633|                                                           dddmmss.s |
 QD1633| QD1632 ROCK                                APPROX. 2.4 KM 1103202.0 |
 QD1633| QD0713 C 111                               260.944 METERS 22747     |
 QD1633|---------------------------------------------------------------------|
 QD1633
 QD1633                          SUPERSEDED SURVEY CONTROL
 QD1633
 QD1633  NAD 83(1986)-  44 23 35.24428(N)    121 11 40.28061(W) AD(       ) 3
 QD1633  NAD 27      -  44 23 35.81100(N)    121 11 36.14800(W) AD(       ) 3
 QD1633  NGVD 29 (07/19/86)  836.6    (m)         2745.     (f) VERT ANG    3  
 QD1633
 QD1633.Superseded values are not recommended for survey control.
 QD1633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1633.See file dsdata.txt to determine how the superseded data were derived.
 QD1633
 QD1633_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ4379417123(NAD 83)
 QD1633_MARKER: Z = SEE DESCRIPTION
 QD1633_SETTING: 0 = UNSPECIFIED SETTING
 QD1633
 QD1633  HISTORY     - Date     Condition        Report By
 QD1633  HISTORY     - 1945     MONUMENTED       CGS
 QD1633  HISTORY     - 1974     SEE DESCRIPTION  NGS
 QD1633  HISTORY     - 20020810 MARK NOT FOUND   USPSQD
 QD1633
 QD1633                          STATION DESCRIPTION
 QD1633
 QD1633'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (CAG)
 QD1633'THE STATION IS LOCATED 3.4 MILES, BY ROAD, NORTH OF TERREBONE ON
 QD1633'THE WEST SIDE U.S. HIGHWAY 97 AND AT THE NORTH END OF THE HIGHWAY
 QD1633'BRIDGE OVER CROOKED RIVER.  IT IS 17 FEET WEST OF THE CENTERLINE OF
 QD1633'U.S. HIGHWAY 97, 7 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 QD1633'BRIDGE AND 5 FEET EAST OF THE RAILING ALONG THE WEST SIDE OF THE
 QD1633'BRIDGE APPROACH.  IT IS STANDARD AZIMUTH MARK DISK, STAMPED C
 QD1633'111 1945, WELDED ON A 3 INCH CASTIRON SOILPIPE FLUSH WITH THE
 QD1633'SURFACE OF THE GROUND.
 QD1633'
 QD1633'TO REACH THE STATION FROM THE POST OFFICE IN TERREBONE GO NORTH ON
 QD1633'U.S. HIGHWAY 97 FOR 3.4 MILES TO THE BRIDGE OVER CROOKED RIVER AND
 QD1633'THE STATION ON THE NORTH END AS DESCRIBED
 QD1633
 QD1633                          STATION RECOVERY (1974)
 QD1633
 QD1633'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 QD1633'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE REFERENCE
 QD1633'MEASUREMENTS, AND DIRECTIONS WERE NOT CORRECT, MAKING RECOVERY
 QD1633'DIFFICULT SINCE THE MARK IS NOW BELOW THE SURFACE.  NEW REFERENCE
 QD1633'MEASUREMENTS FOLLOW.
 QD1633'
 QD1633'THE STATION MARK, STAMPED C 111 BM 1945, IS A STANDARD AZIMUTH
 QD1633'MARK DISK ON A PIPE THAT IS 3-INCHES BELOW THE SURFACE, 30.1 FEET
 QD1633'EAST OF THE EAST CORNER OF A PILLAR AT THE END OF THE RAILING, 18
 QD1633'FEET SOUTHWEST OF THE CENTER OF U.S. HIGHWAY 97, 7.0 FEET WEST OF
 QD1633'THE SOUTHWEST CORNER OF THE BRIDGE, 5.2 FEET NORTHEAST OF THE
 QD1633'NORTHWEST-SOUTHEAST RAILING, AND 4.9 FEET NORTHWEST OF THE
 QD1633'NORTHEAST-SOUTHWEST RAILING.
 QD1633'
 QD1633'THE ORIGINAL TO REACH IS ADEQUATE FOR RECOVERY.
 QD1633'
 QD1633'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QD1633'3 MILES NORTHWEST OF TERREBONNE.
 QD1633
 QD1633                          STATION RECOVERY (2002)
 QD1633
 QD1633'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 QD1633' 
 QD1633' 
 QD1633' 
 QD1633' 
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0160 ***********************************************************************
 PB0160  DESIGNATION -  C 112
 PB0160  PID         -  PB0160
 PB0160  STATE/COUNTY-  OR/CROOK
 PB0160  USGS QUAD   -  BROTHERS NW (1967)
 PB0160
 PB0160                         *CURRENT SURVEY CONTROL
 PB0160  ___________________________________________________________________
 PB0160* NAD 83(1986)-  43 54 22.     (N)    120 44 27.     (W)     SCALED    
 PB0160* NAVD 88     -      1355.639  (meters)    4447.63   (feet)  ADJUSTED  
 PB0160  ___________________________________________________________________
 PB0160  GEOID HEIGHT-         -20.02  (meters)                     GEOID03
 PB0160  DYNAMIC HT  -        1355.041 (meters)    4445.66  (feet)  COMP
 PB0160  MODELED GRAV-     980,129.9   (mgal)                       NAVD 88
 PB0160
 PB0160  VERT ORDER  -  SECOND    CLASS 0
 PB0160
 PB0160.The horizontal coordinates were scaled from a topographic map and have
 PB0160.an estimated accuracy of +/- 6 seconds.
 PB0160
 PB0160.The orthometric height was determined by differential leveling
 PB0160.and adjusted in June 1991.
 PB0160
 PB0160.The geoid height was determined by GEOID03.
 PB0160
 PB0160.The dynamic height is computed by dividing the NAVD 88
 PB0160.geopotential number by the normal gravity value computed on the
 PB0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0160.degrees latitude (g = 980.6199 gals.).
 PB0160
 PB0160.The modeled gravity was interpolated from observed gravity values.
 PB0160
 PB0160;                    North         East    Units  Estimated Accuracy
 PB0160;SPC OR S     -   248,800.    1,480,650.      MT  (+/- 180 meters Scaled)
 PB0160
 PB0160                          SUPERSEDED SURVEY CONTROL
 PB0160
 PB0160  NGVD 29 (??/??/92) 1354.453  (m)         4443.73   (f) ADJ UNCH    2 0
 PB0160
 PB0160.Superseded values are not recommended for survey control.
 PB0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0160.See file dsdata.txt to determine how the superseded data were derived.
 PB0160
 PB0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP814639(NAD 83)
 PB0160_MARKER: DB = BENCH MARK DISK
 PB0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0160_STAMPING: C-112 1934
 PB0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0160+STABILITY: SURFACE MOTION
 PB0160
 PB0160  HISTORY     - Date     Condition        Report By
 PB0160  HISTORY     - 1934     MONUMENTED       CGS
 PB0160  HISTORY     - 1936     GOOD             NGS
 PB0160
 PB0160                          STATION DESCRIPTION
 PB0160
 PB0160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 PB0160'38.4 MI S FROM PRINEVILLE.
 PB0160'38.4 MILES SOUTH OF CROOK COUNTY COURTHOUSE AT PRINEVILLE.  4.0 MILES
 PB0160'NORTH OF JUNCTION OF STATE HIGHWAY 27 AND CENTRAL OREGON HIGHWAY 54 7
 PB0160'MILES WEST OF BROTHERS.  0.8 MILE SOUTH OF WHERE HIGHWAY LEAVES
 PB0160'CANYON.  ABOUT MIDDLEWAY BETWEEN A LONG STRAIGHT TANGENT.  0.3 MILE
 PB0160'NORTH OF TOP OF SMALL RIDGE ACROSS TOP OF PLATEAU.  32 FEET WEST OF
 PB0160'CENTERLINE OF STATE HIGHWAY 27.  U.S. COAST AND GEODETIC SURVEY
 PB0160'STANDARD DISK SET IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0461 ***********************************************************************
 QD0461  DESIGNATION -  C 113
 QD0461  PID         -  QD0461
 QD0461  STATE/COUNTY-  OR/WASCO
 QD0461  USGS QUAD   -  ARRASTRA BUTTE (1987)
 QD0461
 QD0461                         *CURRENT SURVEY CONTROL
 QD0461  ___________________________________________________________________
 QD0461* NAD 83(1986)-  44 51 15.     (N)    120 34 03.     (W)     SCALED    
 QD0461* NAVD 88     -       881.388  (meters)    2891.69   (feet)  ADJUSTED  
 QD0461  ___________________________________________________________________
 QD0461  GEOID HEIGHT-         -20.46  (meters)                     GEOID03
 QD0461  DYNAMIC HT  -         881.167 (meters)    2890.96  (feet)  COMP
 QD0461  MODELED GRAV-     980,337.0   (mgal)                       NAVD 88
 QD0461
 QD0461  VERT ORDER  -  FIRST     CLASS II
 QD0461
 QD0461.The horizontal coordinates were scaled from a topographic map and have
 QD0461.an estimated accuracy of +/- 6 seconds.
 QD0461
 QD0461.The orthometric height was determined by differential leveling
 QD0461.and adjusted in June 1991.
 QD0461.WARNING-Repeat measurements at this control monument indicate possible
 QD0461.vertical movement.
 QD0461
 QD0461.The geoid height was determined by GEOID03.
 QD0461
 QD0461.The dynamic height is computed by dividing the NAVD 88
 QD0461.geopotential number by the normal gravity value computed on the
 QD0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0461.degrees latitude (g = 980.6199 gals.).
 QD0461
 QD0461.The modeled gravity was interpolated from observed gravity values.
 QD0461
 QD0461;                    North         East    Units  Estimated Accuracy
 QD0461;SPC OR N     -   131,960.    2,494,670.      MT  (+/- 180 meters Scaled)
 QD0461
 QD0461                          SUPERSEDED SURVEY CONTROL
 QD0461
 QD0461  NGVD 29 (??/??/92)  880.291  (m)         2888.09   (f) ADJ UNCH    1 2
 QD0461
 QD0461.Superseded values are not recommended for survey control.
 QD0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0461.See file dsdata.txt to determine how the superseded data were derived.
 QD0461
 QD0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ922696(NAD 83)
 QD0461_MARKER: DB = BENCH MARK DISK
 QD0461_SETTING: 66 = SET IN ROCK OUTCROP
 QD0461_SP_SET: ROCK OUTCROP
 QD0461_STAMPING: C 113 1934
 QD0461_MARK LOGO: CGS   
 QD0461_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QD0461+STABILITY: POSITION/ELEVATION WELL
 QD0461
 QD0461  HISTORY     - Date     Condition        Report By
 QD0461  HISTORY     - 1934     MONUMENTED       CGS
 QD0461  HISTORY     - 1936     GOOD             NGS
 QD0461  HISTORY     - 1987     GOOD             NGS
 QD0461
 QD0461                          STATION DESCRIPTION
 QD0461
 QD0461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 QD0461'11.6 MI SE FROM ANTELOPE.
 QD0461'11.6 MILES SOUTHEAST OF ANTELOPE HOSECART HOUSE ALONG
 QD0461'MITCHELL-ANTELOPE VIA MUDDY RANCH ROAD.  6.8 MILES NORTHWEST OF MUDDY
 QD0461'RANCH HOUSE.  1.5 MILES SOUTHEAST OF TOP OF SUMMIT AFTER LEAVING
 QD0461'CURRENT CREEK.  75 FEET WEST OF WEST END OF S CURVE.  26 FEET
 QD0461'SOUTHEAST OF GALVANIZED IRON CULVERT.  24 FEET SOUTH OF CENTERLINE OF
 QD0461'ROAD, IN TOP OF LARGE, DEEPLY EMBEDDED ROCK OUTCROP, 5 FEET ABOVE ROAD
 QD0461'GRADE.
 QD0461
 QD0461                          STATION RECOVERY (1987)
 QD0461
 QD0461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QD0461'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  6.0 KM
 QD0461'(3.75 MI) EAST ALONG STATE HIGHWAY 218 FROM THE POST OFFICE IN
 QD0461'ANTELOPE, THENCE 4.6 KM (2.85 MI) SOUTH ALONG COLD CAMP ROAD, THENCE
 QD0461'7.7 KM (4.80 MI) SOUTHEAST ALONG MUDDY ROAD, 8.2 M (26.9 FT) SOUTH OF
 QD0461'THE ROAD CENTER.
 QD0461'THE MARK IS 0.45 METERS  S FROM  A WITNESS POST
 QD0461'THE MARK IS 0.9 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0578 ***********************************************************************
 RB0578  DESIGNATION -  C 114
 RB0578  PID         -  RB0578
 RB0578  STATE/COUNTY-  OR/UMATILLA
 RB0578  USGS QUAD   -  UMATILLA (1993)
 RB0578
 RB0578                         *CURRENT SURVEY CONTROL
 RB0578  ___________________________________________________________________
 RB0578* NAD 83(1986)-  45 53 10.     (N)    119 19 25.     (W)     SCALED    
 RB0578* NAVD 88     -       123.367  (meters)     404.75   (feet)  ADJUSTED  
 RB0578  ___________________________________________________________________
 RB0578  GEOID HEIGHT-         -21.76  (meters)                     GEOID03
 RB0578  DYNAMIC HT  -         123.366 (meters)     404.74  (feet)  COMP
 RB0578  MODELED GRAV-     980,606.5   (mgal)                       NAVD 88
 RB0578
 RB0578  VERT ORDER  -  FIRST     CLASS II
 RB0578
 RB0578.The horizontal coordinates were scaled from a topographic map and have
 RB0578.an estimated accuracy of +/- 6 seconds.
 RB0578
 RB0578.The orthometric height was determined by differential leveling
 RB0578.and adjusted in June 1991.
 RB0578
 RB0578.The geoid height was determined by GEOID03.
 RB0578
 RB0578.The dynamic height is computed by dividing the NAVD 88
 RB0578.geopotential number by the normal gravity value computed on the
 RB0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0578.degrees latitude (g = 980.6199 gals.).
 RB0578
 RB0578.The modeled gravity was interpolated from observed gravity values.
 RB0578
 RB0578;                    North         East    Units  Estimated Accuracy
 RB0578;SPC OR N     -   247,300.    2,591,310.      MT  (+/- 180 meters Scaled)
 RB0578
 RB0578                          SUPERSEDED SURVEY CONTROL
 RB0578
 RB0578  NGVD 29 (??/??/92)  122.359  (m)          401.44   (f) ADJ UNCH    1 2
 RB0578
 RB0578.Superseded values are not recommended for survey control.
 RB0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0578.See file dsdata.txt to determine how the superseded data were derived.
 RB0578
 RB0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL197840(NAD 83)
 RB0578_MARKER: DB = BENCH MARK DISK
 RB0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0578_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0578_STAMPING: C 114 1934
 RB0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0578+STABILITY: SURFACE MOTION
 RB0578
 RB0578  HISTORY     - Date     Condition        Report By
 RB0578  HISTORY     - 1934     MONUMENTED       CGS
 RB0578  HISTORY     - 1951     GOOD             NGS
 RB0578
 RB0578                          STATION DESCRIPTION
 RB0578
 RB0578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 RB0578'3.5 MI NW FROM HERMISTON.
 RB0578'3.5 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 RB0578'AT HERMISTON, UMATILLA COUNTY, ABOUT 975 FEET SOUTHEAST OF RAILROAD
 RB0578'MILEPOST 186, ABOUT 280 FEET SOUTHEAST OF OREGON TRAIL (U.S. 30)
 RB0578'MILEPOST 194, 165 FEET SOUTHEAST OF CULVERT 186.20, 75 FEET SOUTHWEST
 RB0578'OF THE CENTERLINE OF THE TRACK, AND 1.5 FEET NORTHEAST OF THE
 RB0578'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED C 114 1934 AND SET IN
 RB0578'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0223 ***********************************************************************
 NY0223  DESIGNATION -  C 115
 NY0223  PID         -  NY0223
 NY0223  STATE/COUNTY-  OR/LAKE
 NY0223  USGS QUAD   -  SYCAN MARSH EAST (1988)
 NY0223
 NY0223                         *CURRENT SURVEY CONTROL
 NY0223  ___________________________________________________________________
 NY0223* NAD 83(1986)-  42 50 00.     (N)    121 02 24.     (W)     SCALED    
 NY0223* NAVD 88     -      1526.261  (meters)    5007.41   (feet)  ADJUSTED  
 NY0223  ___________________________________________________________________
 NY0223  GEOID HEIGHT-         -20.96  (meters)                     GEOID03
 NY0223  DYNAMIC HT  -        1525.325 (meters)    5004.34  (feet)  COMP
 NY0223  MODELED GRAV-     979,953.8   (mgal)                       NAVD 88
 NY0223
 NY0223  VERT ORDER  -  SECOND    CLASS 0
 NY0223
 NY0223.The horizontal coordinates were scaled from a topographic map and have
 NY0223.an estimated accuracy of +/- 6 seconds.
 NY0223
 NY0223.The orthometric height was determined by differential leveling
 NY0223.and adjusted in June 1991.
 NY0223
 NY0223.The geoid height was determined by GEOID03.
 NY0223
 NY0223.The dynamic height is computed by dividing the NAVD 88
 NY0223.geopotential number by the normal gravity value computed on the
 NY0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0223.degrees latitude (g = 980.6199 gals.).
 NY0223
 NY0223.The modeled gravity was interpolated from observed gravity values.
 NY0223
 NY0223;                    North         East    Units  Estimated Accuracy
 NY0223;SPC OR S     -   129,740.    1,455,850.      MT  (+/- 180 meters Scaled)
 NY0223
 NY0223                          SUPERSEDED SURVEY CONTROL
 NY0223
 NY0223  NGVD 29 (??/??/92) 1525.001  (m)         5003.27   (f) ADJ UNCH    2 0
 NY0223
 NY0223.Superseded values are not recommended for survey control.
 NY0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0223.See file dsdata.txt to determine how the superseded data were derived.
 NY0223
 NY0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFN601441(NAD 83)
 NY0223_MARKER: DB = BENCH MARK DISK
 NY0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NY0223_STAMPING: C 115 1935
 NY0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0223+STABILITY: SURFACE MOTION
 NY0223
 NY0223  HISTORY     - Date     Condition        Report By
 NY0223  HISTORY     - 1935     MONUMENTED       CGS
 NY0223  HISTORY     - 1936     GOOD             NGS
 NY0223  HISTORY     - 19850705 MARK NOT FOUND   USPSQD
 NY0223
 NY0223                          STATION DESCRIPTION
 NY0223
 NY0223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 NY0223'25.1 MI S FROM SILVER LAKE.
 NY0223'23.1 MILES S AND ALONG ROAD TO BLY FROM SCHOOL HOUSE ALONG ROAD FROM
 NY0223'SILVER LAKE VIA SYCAN TO BLY.  2 MILES S OF THE JUNCTION OF ROAD
 NY0223'LEADING NE TO POLE BUTTE.  4.6 MILES N OF THE ZX RANCH HOUSE.  400
 NY0223'FEET N OF WOODEN BRIDGE OVER DRY GULLEY.  36 FEET SE OF A CATTLE GUARD
 NY0223'IN FENCE.  2 FEET W OF FENCE.
 NY0223
 NY0223                          STATION RECOVERY (1985)
 NY0223
 NY0223'RECOVERY NOTE BY US POWER SQUADRON 1985 (LAB)
 NY0223'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0247 ***********************************************************************
 NY0247  DESIGNATION -  C 116
 NY0247  PID         -  NY0247
 NY0247  STATE/COUNTY-  OR/KLAMATH
 NY0247  USGS QUAD   -  RODEO BUTTE (1988)
 NY0247
 NY0247                         *CURRENT SURVEY CONTROL
 NY0247  ___________________________________________________________________
 NY0247* NAD 83(1986)-  42 32 50.     (N)    121 06 42.     (W)     SCALED    
 NY0247* NAVD 88     -      1436.585  (meters)    4713.20   (feet)  ADJUSTED  
 NY0247  ___________________________________________________________________
 NY0247  GEOID HEIGHT-         -21.60  (meters)                     GEOID03
 NY0247  DYNAMIC HT  -        1435.673 (meters)    4710.20  (feet)  COMP
 NY0247  MODELED GRAV-     979,936.3   (mgal)                       NAVD 88
 NY0247
 NY0247  VERT ORDER  -  SECOND    CLASS 0
 NY0247
 NY0247.The horizontal coordinates were scaled from a topographic map and have
 NY0247.an estimated accuracy of +/- 6 seconds.
 NY0247
 NY0247.The orthometric height was determined by differential leveling
 NY0247.and adjusted in June 1991.
 NY0247
 NY0247.The geoid height was determined by GEOID03.
 NY0247
 NY0247.The dynamic height is computed by dividing the NAVD 88
 NY0247.geopotential number by the normal gravity value computed on the
 NY0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0247.degrees latitude (g = 980.6199 gals.).
 NY0247
 NY0247.The modeled gravity was interpolated from observed gravity values.
 NY0247
 NY0247;                    North         East    Units  Estimated Accuracy
 NY0247;SPC OR S     -    98,000.    1,449,760.      MT  (+/- 180 meters Scaled)
 NY0247
 NY0247                          SUPERSEDED SURVEY CONTROL
 NY0247
 NY0247  NGVD 29 (??/??/92) 1435.372  (m)         4709.22   (f) ADJ UNCH    2 0
 NY0247
 NY0247.Superseded values are not recommended for survey control.
 NY0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0247.See file dsdata.txt to determine how the superseded data were derived.
 NY0247
 NY0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFN550122(NAD 83)
 NY0247_MARKER: DB = BENCH MARK DISK
 NY0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NY0247_STAMPING: C 116 1935
 NY0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0247+STABILITY: SURFACE MOTION
 NY0247
 NY0247  HISTORY     - Date     Condition        Report By
 NY0247  HISTORY     - 1935     MONUMENTED       CGS
 NY0247  HISTORY     - 1936     GOOD             NGS
 NY0247  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NY0247
 NY0247                          STATION DESCRIPTION
 NY0247
 NY0247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 NY0247'12.4 MI NW FROM BLY.
 NY0247'12.4 MILES NW OF AND ALONG SILVER LAKE ROAD VIA SYCAN ABOUT 8.9 MILES
 NY0247'N OF THE JUNCTION OF THE SILVER LAKE ROAD AND O.S.H. NO. 66.  0.8 MILE
 NY0247'N OF JUNCTION OF A DIM ROAD LEADING WEST.  ON RIDGE IN PINES. 0.35
 NY0247'MILE NORTH OF SECTION CORNER BETWEEN SECTIONS 12, 13, 7, AND 18, T
 NY0247'34S, R 13 AND 14E.  20 FEET NW OF CENTER OF ROAD, ON SLOPE ABOUT 3
 NY0247'FEET ABOVE THE ROAD.
 NY0247
 NY0247                          STATION RECOVERY (1985)
 NY0247
 NY0247'RECOVERY NOTE BY US POWER SQUADRON 1985 (GNK)
 NY0247'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0094 ***********************************************************************
 NX0094  DESIGNATION -  C 119
 NX0094  PID         -  NX0094
 NX0094  STATE/COUNTY-  OR/HARNEY
 NX0094  USGS QUAD   -  FIELDS (1980)
 NX0094
 NX0094                         *CURRENT SURVEY CONTROL
 NX0094  ___________________________________________________________________
 NX0094* NAD 83(1986)-  42 18 37.     (N)    118 44 46.     (W)     SCALED    
 NX0094* NAVD 88     -      1627.902  (meters)    5340.88   (feet)  ADJUSTED  
 NX0094  ___________________________________________________________________
 NX0094  GEOID HEIGHT-         -19.43  (meters)                     GEOID03
 NX0094  DYNAMIC HT  -        1626.833 (meters)    5337.37  (feet)  COMP
 NX0094  MODELED GRAV-     979,906.9   (mgal)                       NAVD 88
 NX0094
 NX0094  VERT ORDER  -  SECOND    CLASS 0
 NX0094
 NX0094.The horizontal coordinates were scaled from a topographic map and have
 NX0094.an estimated accuracy of +/- 6 seconds.
 NX0094
 NX0094.The orthometric height was determined by differential leveling
 NX0094.and adjusted in June 1991.
 NX0094
 NX0094.The geoid height was determined by GEOID03.
 NX0094
 NX0094.The dynamic height is computed by dividing the NAVD 88
 NX0094.geopotential number by the normal gravity value computed on the
 NX0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0094.degrees latitude (g = 980.6199 gals.).
 NX0094
 NX0094.The modeled gravity was interpolated from observed gravity values.
 NX0094
 NX0094;                    North         East    Units  Estimated Accuracy
 NX0094;SPC OR S     -    73,010.    1,644,590.      MT  (+/- 180 meters Scaled)
 NX0094
 NX0094                          SUPERSEDED SURVEY CONTROL
 NX0094
 NX0094  NGVD 29 (??/??/92) 1626.713  (m)         5336.97   (f) ADJ UNCH    2 0
 NX0094
 NX0094.Superseded values are not recommended for survey control.
 NX0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NX0094.See file dsdata.txt to determine how the superseded data were derived.
 NX0094
 NX0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG560857(NAD 83)
 NX0094_MARKER: DB = BENCH MARK DISK
 NX0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NX0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NX0094_STAMPING: C 119 1934
 NX0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NX0094+STABILITY: SURFACE MOTION
 NX0094
 NX0094  HISTORY     - Date     Condition        Report By
 NX0094  HISTORY     - 1934     MONUMENTED       CGS
 NX0094  HISTORY     - 1966     GOOD             USGS
 NX0094
 NX0094                          STATION DESCRIPTION
 NX0094
 NX0094'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 NX0094'6.75 MI NW FROM FIELDS.
 NX0094'FIELDS, 6.2 MILES NORTHWEST FROM.  ALONG THE FIELDS-FRENCHGLEN
 NX0094'HIGHWAY, TO THE SUMMIT OF A GRADE, THENCE 0.55 MILES SOUTHEAST ALONG
 NX0094'OLD HIGHWAY, 0.55 MILES SOUTHEAST OF CATTLE GUARD ON SUMMIT, 0.4 MILES
 NX0094'SOUTHWEST OF ABANDONED FARM HOUSE, 0.15 MILES SOUTHEAST OF EXPOSED
 NX0094'METAL CULVERT IN ROAD, 37 FEET SOUTHWEST OF ROAD, 1 FOOT NORTH OF
 NX0094'WITNESS POST, SET IN THE TOP OF A CONCRETE POST, PROJECTING 1 FOOT, A
 NX0094'STANDARD DISK STAMPED C 119 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0705 ***********************************************************************
 QD0705  DESIGNATION -  C 11=2796
 QD0705  PID         -  QD0705
 QD0705  STATE/COUNTY-  OR/JEFFERSON
 QD0705  USGS QUAD   -  OPAL CITY (1992)
 QD0705
 QD0705                         *CURRENT SURVEY CONTROL
 QD0705  ___________________________________________________________________
 QD0705* NAD 83(1986)-  44 28 47.     (N)    121 14 49.     (W)     SCALED    
 QD0705* NAVD 88     -       853.127  (meters)    2798.97   (feet)  ADJUSTED  
 QD0705  ___________________________________________________________________
 QD0705  GEOID HEIGHT-         -21.28  (meters)                     GEOID03
 QD0705  DYNAMIC HT  -         852.883 (meters)    2798.17  (feet)  COMP
 QD0705  MODELED GRAV-     980,303.9   (mgal)                       NAVD 88
 QD0705
 QD0705  VERT ORDER  -  SECOND    CLASS 0
 QD0705
 QD0705.The horizontal coordinates were scaled from a topographic map and have
 QD0705.an estimated accuracy of +/- 6 seconds.
 QD0705
 QD0705.The orthometric height was determined by differential leveling
 QD0705.and adjusted in June 1991.
 QD0705
 QD0705.The geoid height was determined by GEOID03.
 QD0705
 QD0705.The dynamic height is computed by dividing the NAVD 88
 QD0705.geopotential number by the normal gravity value computed on the
 QD0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0705.degrees latitude (g = 980.6199 gals.).
 QD0705
 QD0705.The modeled gravity was interpolated from observed gravity values.
 QD0705
 QD0705;                    North         East    Units  Estimated Accuracy
 QD0705;SPC OR N     -    90,620.    2,440,580.      MT  (+/- 180 meters Scaled)
 QD0705
 QD0705                          SUPERSEDED SURVEY CONTROL
 QD0705
 QD0705  NGVD 29 (??/??/92)  852.036  (m)         2795.39   (f) ADJ UNCH    2 0
 QD0705
 QD0705.Superseded values are not recommended for survey control.
 QD0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0705.See file dsdata.txt to determine how the superseded data were derived.
 QD0705
 QD0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ394266(NAD 83)
 QD0705_MARKER: DD = SURVEY DISK
 QD0705_SETTING: 0 = UNSPECIFIED SETTING
 QD0705_STAMPING: 2796-C 11 1926
 QD0705_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0705
 QD0705  HISTORY     - Date     Condition        Report By
 QD0705  HISTORY     - 1926     MONUMENTED       PG+E
 QD0705  HISTORY     - 1934     GOOD             NGS
 QD0705  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 QD0705
 QD0705                          STATION DESCRIPTION
 QD0705
 QD0705'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QD0705'3.3 MI N FROM OPAL CITY.
 QD0705'3.3 MI. NORTH ALONG OWR AND N RY FROM STATION.  ALONG THE RIGHT OF WAY
 QD0705'OF THE O.T. RY, 3.8 MILES SOUTH OF CULVER, AT RAILROAD MILEAGE 118.2,
 QD0705'AT A ROAD CROSSING, AT THE SOUTHEAST CORNER OF CROSSING ON SOUTH SIDE
 QD0705'OF T12S, R12E.
 QD0705
 QD0705                          STATION RECOVERY (1985)
 QD0705
 QD0705'RECOVERY NOTE BY US POWER SQUADRON 1985
 QD0705'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1005 ***********************************************************************
 QD1005  DESIGNATION -  C 12
 QD1005  PID         -  QD1005
 QD1005  STATE/COUNTY-  OR/DESCHUTES
 QD1005  USGS QUAD   -  MT WASHINGTON (1988)
 QD1005
 QD1005                         *CURRENT SURVEY CONTROL
 QD1005  ___________________________________________________________________
 QD1005* NAD 83(1986)-  44 16 27.     (N)    121 46 43.     (W)     SCALED    
 QD1005* NAVD 88     -      1528.971  (meters)    5016.30   (feet)  POSTED    
 QD1005  ___________________________________________________________________
 QD1005  GEOID HEIGHT-         -20.84  (meters)                     GEOID03
 QD1005  DYNAMIC HT  -        1528.300 (meters)    5014.10  (feet)  COMP
 QD1005  MODELED GRAV-     980,123.5   (mgal)                       NAVD 88
 QD1005
 QD1005  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 QD1005
 QD1005.The horizontal coordinates were scaled from a topographic map and have
 QD1005.an estimated accuracy of +/- 6 seconds.
 QD1005
 QD1005.The orthometric height was determined by differential leveling
 QD1005.and adjusted by the  in 1992.
 QD1005.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 QD1005.rate of 1.1 thru 2.0 mm/km.
 QD1005
 QD1005.The geoid height was determined by GEOID03.
 QD1005
 QD1005.The dynamic height is computed by dividing the NAVD 88
 QD1005.geopotential number by the normal gravity value computed on the
 QD1005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1005.degrees latitude (g = 980.6199 gals.).
 QD1005
 QD1005.The modeled gravity was interpolated from observed gravity values.
 QD1005
 QD1005;                    North         East    Units  Estimated Accuracy
 QD1005;SPC OR S     -   290,450.    1,397,920.      MT  (+/- 180 meters Scaled)
 QD1005
 QD1005                          SUPERSEDED SURVEY CONTROL
 QD1005
 QD1005  NGVD 29 (??/??/92) 1527.717  (m)         5012.18   (f) ADJ UNCH    1 2
 QD1005
 QD1005.Superseded values are not recommended for survey control.
 QD1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1005.See file dsdata.txt to determine how the superseded data were derived.
 QD1005
 QD1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ974030(NAD 83)
 QD1005_MARKER: DD = SURVEY DISK
 QD1005_SETTING: 66 = SET IN ROCK OUTCROP
 QD1005_SP_SET: LAVA ROCK OUTCROP
 QD1005_STAMPING: C 12 26
 QD1005_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QD1005+STABILITY: POSITION/ELEVATION WELL
 QD1005
 QD1005  HISTORY     - Date     Condition        Report By
 QD1005  HISTORY     - 1926     MONUMENTED       USFS
 QD1005  HISTORY     - 1943     GOOD             NGS
 QD1005
 QD1005                          STATION DESCRIPTION
 QD1005
 QD1005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QD1005'1.8 MI E FROM MCKENZIE PASS.
 QD1005'ABOUT 1.8 MILES EAST ALONG U.S. HIGHWAY 28 FROM MCKENZIE PASS,
 QD1005'DESCHUTES COUNTY, 64.5 FEET NORTHWEST OF THE NORTH END OF A CULVERT
 QD1005'UNDER THE HIGHWAY, 54.0 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 QD1005'SET AT THE TOE AND IN THE TOP OF A LAVA ROCK OUTCROP, 169 FEET WEST OF
 QD1005'MILEPOST 78.15, 7.2 FEET NORTHEAST OF A WHITE REFERENCE POST. STAMPING
 QD1005'C 12 26.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0684 ***********************************************************************
 QD0684  DESIGNATION -  C 12 2634=CULVER MAG STA
 QD0684  PID         -  QD0684
 QD0684  STATE/COUNTY-  OR/JEFFERSON
 QD0684  USGS QUAD   -  CULVER (1992)
 QD0684
 QD0684                         *CURRENT SURVEY CONTROL
 QD0684  ___________________________________________________________________
 QD0684* NAD 83(1991)-  44 31 20.33216(N)    121 12 46.77312(W)     ADJUSTED  
 QD0684* NAVD 88     -       803.553  (meters)    2636.32   (feet)  ADJUSTED  
 QD0684  ___________________________________________________________________
 QD0684  LAPLACE CORR-           6.40  (seconds)                    DEFLEC99
 QD0684  GEOID HEIGHT-         -21.25  (meters)                     GEOID03
 QD0684  DYNAMIC HT  -         803.334 (meters)    2635.61  (feet)  COMP
 QD0684  MODELED GRAV-     980,319.3   (mgal)                       NAVD 88
 QD0684
 QD0684  HORZ ORDER  -  SECOND
 QD0684  VERT ORDER  -  SECOND    CLASS 0
 QD0684
 QD0684.The horizontal coordinates were established by classical geodetic methods
 QD0684.and adjusted by the National Geodetic Survey in October 1991.
 QD0684
 QD0684.The orthometric height was determined by differential leveling
 QD0684.and adjusted in June 1991.
 QD0684
 QD0684.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD0684
 QD0684.The geoid height was determined by GEOID03.
 QD0684
 QD0684.The dynamic height is computed by dividing the NAVD 88
 QD0684.geopotential number by the normal gravity value computed on the
 QD0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0684.degrees latitude (g = 980.6199 gals.).
 QD0684
 QD0684.The modeled gravity was interpolated from observed gravity values.
 QD0684
 QD0684;                    North         East     Units Scale Factor Converg.
 QD0684;SPC OR N     -    95,332.023 2,443,320.778   MT  0.99995777   -0 30 20.3
 QD0684;SPC OR N     -   312,769.10  8,016,144.28   iFT  0.99995777   -0 30 20.3
 QD0684;UTM  10      - 4,931,440.910   642,009.298   MT  0.99984800   +1 15 11.6
 QD0684
 QD0684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD0684!SPC OR N     -   0.99987735  x   0.99995777  =   0.99983513
 QD0684!UTM  10      -   0.99987735  x   0.99984800  =   0.99972537
 QD0684
 QD0684                          SUPERSEDED SURVEY CONTROL
 QD0684
 QD0684  NAD 83(1986)-  44 31 20.34059(N)    121 12 46.77253(W) AD(       ) 2
 QD0684  NAD 27      -  44 31 20.91000(N)    121 12 42.62500(W) AD(       ) 2
 QD0684  NGVD 29 (??/??/92)  802.468  (m)         2632.76   (f) ADJ UNCH    2 0
 QD0684
 QD0684.Superseded values are not recommended for survey control.
 QD0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0684.See file dsdata.txt to determine how the superseded data were derived.
 QD0684
 QD0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ4200931441(NAD 83)
 QD0684_MARKER: DM = MAGNETIC STATION DISK
 QD0684_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QD0684_SP_SET: BUILDING
 QD0684_STAMPING: 2634 C 12 1917
 QD0684_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QD0684
 QD0684  HISTORY     - Date     Condition        Report By
 QD0684  HISTORY     - 1917     MONUMENTED       CGS
 QD0684  HISTORY     - 1959     MARK NOT FOUND   NGS
 QD0684
 QD0684                          STATION DESCRIPTION
 QD0684
 QD0684'DESCRIBED BY COAST AND GEODETIC SURVEY 1917
 QD0684'IN CULVER.
 QD0684'AT THE CULVER SCHOOL, BETWEEN THE SCHOOL BUILDING AND THE GYMNASIUM,
 QD0684'75 FEET NORTHWEST OF THE NORTHWEST CORNER OF SCHOOL BUILDING.  NOTE--
 QD0684'GYMNASIUM HAS BEEN TORE DOWN AND GROUND IS LANDSCAPED AND LAWN
 QD0684'PLANTED.
 QD0684
 QD0684                          STATION RECOVERY (1959)
 QD0684
 QD0684'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 QD0684'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0112 ***********************************************************************
 NX0112  DESIGNATION -  C 120
 NX0112  PID         -  NX0112
 NX0112  STATE/COUNTY-  OR/LAKE
 NX0112  USGS QUAD   -  PLUSH (1967)
 NX0112
 NX0112                         *CURRENT SURVEY CONTROL
 NX0112  ___________________________________________________________________
 NX0112* NAD 83(1986)-  42 28 43.     (N)    119 54 09.     (W)     SCALED    
 NX0112* NAVD 88     -      1377.445  (meters)    4519.17   (feet)  ADJUSTED  
 NX0112  ___________________________________________________________________
 NX0112  GEOID HEIGHT-         -20.31  (meters)                     GEOID03
 NX0112  DYNAMIC HT  -        1376.587 (meters)    4516.35  (feet)  COMP
 NX0112  MODELED GRAV-     979,950.9   (mgal)                       NAVD 88
 NX0112
 NX0112  VERT ORDER  -  SECOND    CLASS 0
 NX0112
 NX0112.The horizontal coordinates were scaled from a topographic map and have
 NX0112.an estimated accuracy of +/- 6 seconds.
 NX0112
 NX0112.The orthometric height was determined by differential leveling
 NX0112.and adjusted in June 1991.
 NX0112
 NX0112.The geoid height was determined by GEOID03.
 NX0112
 NX0112.The dynamic height is computed by dividing the NAVD 88
 NX0112.geopotential number by the normal gravity value computed on the
 NX0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0112.degrees latitude (g = 980.6199 gals.).
 NX0112
 NX0112.The modeled gravity was interpolated from observed gravity values.
 NX0112
 NX0112;                    North         East    Units  Estimated Accuracy
 NX0112;SPC OR S     -    90,370.    1,549,130.      MT  (+/- 180 meters Scaled)
 NX0112
 NX0112                          SUPERSEDED SURVEY CONTROL
 NX0112
 NX0112  NGVD 29 (??/??/92) 1376.260  (m)         4515.28   (f) ADJ UNCH    2 0
 NX0112
 NX0112.Superseded values are not recommended for survey control.
 NX0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NX0112.See file dsdata.txt to determine how the superseded data were derived.
 NX0112
 NX0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKH614070(NAD 83)
 NX0112_MARKER: DB = BENCH MARK DISK
 NX0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NX0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NX0112_STAMPING: C 120 1934
 NX0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NX0112+STABILITY: SURFACE MOTION
 NX0112
 NX0112  HISTORY     - Date     Condition        Report By
 NX0112  HISTORY     - 1934     MONUMENTED       CGS
 NX0112
 NX0112                          STATION DESCRIPTION
 NX0112
 NX0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NX0112'4.2 MI N FROM PLUSH.
 NX0112'4.2 MILES NORTH ALONG THE ROAD LEADING TO OO RANCH FROM PLUSH, LAKE
 NX0112'COUNTY, 500 FEET SOUTH OF THE FOOT OF A GRADE, 400 FEET NORTH OF A
 NX0112'CURVE, AND 25 FEET WEST OF THE ROAD.  A STANDARD DISK.  STAMPED C 120
 NX0112'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0001 ***********************************************************************
 NY0001  DESIGNATION -  C 121
 NY0001  PID         -  NY0001
 NY0001  STATE/COUNTY-  OR/LAKE
 NY0001  USGS QUAD   -  COMMODORE RIDGE (1968)
 NY0001
 NY0001                         *CURRENT SURVEY CONTROL
 NY0001  ___________________________________________________________________
 NY0001* NAD 83(1986)-  42 40 23.     (N)    120 00 14.     (W)     SCALED    
 NY0001* NAVD 88     -      1438.472  (meters)    4719.39   (feet)  ADJUSTED  
 NY0001  ___________________________________________________________________
 NY0001  GEOID HEIGHT-         -20.31  (meters)                     GEOID03
 NY0001  DYNAMIC HT  -        1437.607 (meters)    4716.55  (feet)  COMP
 NY0001  MODELED GRAV-     979,968.9   (mgal)                       NAVD 88
 NY0001
 NY0001  VERT ORDER  -  SECOND    CLASS 0
 NY0001
 NY0001.The horizontal coordinates were scaled from a topographic map and have
 NY0001.an estimated accuracy of +/- 6 seconds.
 NY0001
 NY0001.The orthometric height was determined by differential leveling
 NY0001.and adjusted in June 1991.
 NY0001
 NY0001.The geoid height was determined by GEOID03.
 NY0001
 NY0001.The dynamic height is computed by dividing the NAVD 88
 NY0001.geopotential number by the normal gravity value computed on the
 NY0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0001.degrees latitude (g = 980.6199 gals.).
 NY0001
 NY0001.The modeled gravity was interpolated from observed gravity values.
 NY0001
 NY0001;                    North         East    Units  Estimated Accuracy
 NY0001;SPC OR S     -   111,910.    1,540,660.      MT  (+/- 180 meters Scaled)
 NY0001
 NY0001                          SUPERSEDED SURVEY CONTROL
 NY0001
 NY0001  NGVD 29 (??/??/92) 1437.285  (m)         4715.49   (f) ADJ UNCH    2 0
 NY0001
 NY0001.Superseded values are not recommended for survey control.
 NY0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0001.See file dsdata.txt to determine how the superseded data were derived.
 NY0001
 NY0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGN455288(NAD 83)
 NY0001_MARKER: DB = BENCH MARK DISK
 NY0001_SETTING: 66 = SET IN ROCK OUTCROP
 NY0001_SP_SET: OUTCROP
 NY0001_STAMPING: C 121 1934
 NY0001_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NY0001+STABILITY: POSITION/ELEVATION WELL
 NY0001
 NY0001  HISTORY     - Date     Condition        Report By
 NY0001  HISTORY     - 1934     MONUMENTED       CGS
 NY0001  HISTORY     - 1965     MARK NOT FOUND   NGS
 NY0001
 NY0001                          STATION DESCRIPTION
 NY0001
 NY0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NY0001'10.0 MI SE FROM JCT HWY 11 AND PLUSH RD.
 NY0001'IN LAKE COUNTY, ABOUT 10.0 MILES SOUTHEAST ALONG A ROAD LEADING TO
 NY0001'PLUSH FROM THE JUNCTION OF STATE HIGHWAY 11 (1934), ABOUT 0.4 MILE
 NY0001'NORTHWEST OF A BRIDGE, AT THE EAST END OF A CURVE, AT THE WEST END OF
 NY0001'ANOTHER CURVE, BETWEEN TWO SMALL ROCKY RIDGES, 45 FEET NORTHEAST OF
 NY0001'THE CENTER LINE OF THE ROAD, AND IN A ROCK OUTCROP.  A STANDARD DISK,
 NY0001'STAMPED C 121 1934.
 NY0001
 NY0001                          STATION RECOVERY (1965)
 NY0001
 NY0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 NY0001'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0399 ***********************************************************************
 RB0399  DESIGNATION -  C 122
 RB0399  PID         -  RB0399
 RB0399  STATE/COUNTY-  OR/UMATILLA
 RB0399  USGS QUAD   -  PENDLETON (1976)
 RB0399
 RB0399                         *CURRENT SURVEY CONTROL
 RB0399  ___________________________________________________________________
 RB0399* NAD 83(1986)-  45 40 22.     (N)    118 46 23.     (W)     SCALED    
 RB0399* NAVD 88     -       346.852  (meters)    1137.96   (feet)  ADJUSTED  
 RB0399  ___________________________________________________________________
 RB0399  GEOID HEIGHT-         -20.79  (meters)                     GEOID03
 RB0399  DYNAMIC HT  -         346.818 (meters)    1137.85  (feet)  COMP
 RB0399  MODELED GRAV-     980,511.6   (mgal)                       NAVD 88
 RB0399
 RB0399  VERT ORDER  -  FIRST     CLASS II
 RB0399
 RB0399.The horizontal coordinates were scaled from a topographic map and have
 RB0399.an estimated accuracy of +/- 6 seconds.
 RB0399
 RB0399.The orthometric height was determined by differential leveling
 RB0399.and adjusted in June 1991.
 RB0399
 RB0399.The geoid height was determined by GEOID03.
 RB0399
 RB0399.The dynamic height is computed by dividing the NAVD 88
 RB0399.geopotential number by the normal gravity value computed on the
 RB0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0399.degrees latitude (g = 980.6199 gals.).
 RB0399
 RB0399.The modeled gravity was interpolated from observed gravity values.
 RB0399
 RB0399;                    North         East    Units  Estimated Accuracy
 RB0399;SPC OR N     -   224,360.    2,634,540.      MT  (+/- 180 meters Scaled)
 RB0399
 RB0399                          SUPERSEDED SURVEY CONTROL
 RB0399
 RB0399  NGVD 29 (??/??/92)  345.840  (m)         1134.64   (f) ADJ UNCH    1 2
 RB0399
 RB0399.Superseded values are not recommended for survey control.
 RB0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0399.See file dsdata.txt to determine how the superseded data were derived.
 RB0399
 RB0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL619592(NAD 83)
 RB0399_MARKER: DD = SURVEY DISK
 RB0399_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RB0399_SP_SET: SIDEWALK
 RB0399_STAMPING: C 122 1941
 RB0399_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RB0399
 RB0399  HISTORY     - Date     Condition        Report By
 RB0399  HISTORY     - 1941     MONUMENTED       ORDT
 RB0399  HISTORY     - 1951     GOOD             NGS
 RB0399
 RB0399                          STATION DESCRIPTION
 RB0399
 RB0399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 RB0399'IN PENDLETON.
 RB0399'ABOUT 0.6 MILE EAST ALONG THE UNION PACIFIC RAILROAD TRACKS FROM THE
 RB0399'UNION PACIFIC STATION IN PENDLETON, TO THE U. S. HIGHWAY 30 OVERPASS
 RB0399'BRIDGE NUMBER 6-232.05 OVER UNION PACIFIC RAILROAD, SET IN TOP OF THE
 RB0399'SOUTHEAST END OF THE SOUTHWEST CONCRETE SIDEWALK AND AT THE SOUTHEAST
 RB0399'CORNER OF BRIDGE, 14.5 FEET SOUTHWEST OF THE CENTER LINE OF U. S.
 RB0399'HIGHWAY 30, 5.9 FEET NORTHEAST OF THE NORTH EAST EDGE OF CONCRETE
 RB0399'BRIDGE LAMP POST, 2 FEET SOUTHWEST OF THE NORTHEAST EDGE OF CONCRETE
 RB0399'SIDE WALK, 1.9 FEET NORTHWEST OF THE SOUTHEAST EDGE OF CONCRETE SIDE
 RB0399'WALK, 9 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE BRIDGE OVER
 RB0399'UNION PACIFIC RAILROAD AND ABOUT 0.8 FOOT HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1100 ***********************************************************************
 RD1100  DESIGNATION -  C 123
 RD1100  PID         -  RD1100
 RD1100  STATE/COUNTY-  OR/TILLAMOOK
 RD1100  USGS QUAD   -  TILLAMOOK (1985)
 RD1100
 RD1100                         *CURRENT SURVEY CONTROL
 RD1100  ___________________________________________________________________
 RD1100* NAD 83(1986)-  45 27 27.     (N)    123 47 58.     (W)     SCALED    
 RD1100* NAVD 88     -        18.581  (meters)      60.96   (feet)  ADJUSTED  
 RD1100  ___________________________________________________________________
 RD1100  GEOID HEIGHT-         -21.94  (meters)                     GEOID03
 RD1100  DYNAMIC HT  -          18.582 (meters)      60.96  (feet)  COMP
 RD1100  MODELED GRAV-     980,691.7   (mgal)                       NAVD 88
 RD1100
 RD1100  VERT ORDER  -  SECOND    CLASS 0
 RD1100
 RD1100.The horizontal coordinates were scaled from a topographic map and have
 RD1100.an estimated accuracy of +/- 6 seconds.
 RD1100
 RD1100.The orthometric height was determined by differential leveling
 RD1100.and adjusted in June 1991.
 RD1100
 RD1100.The geoid height was determined by GEOID03.
 RD1100
 RD1100.The dynamic height is computed by dividing the NAVD 88
 RD1100.geopotential number by the normal gravity value computed on the
 RD1100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1100.degrees latitude (g = 980.6199 gals.).
 RD1100
 RD1100.The modeled gravity was interpolated from observed gravity values.
 RD1100
 RD1100;                    North         East    Units  Estimated Accuracy
 RD1100;SPC OR N     -   204,270.    2,242,020.      MT  (+/- 180 meters Scaled)
 RD1100
 RD1100                          SUPERSEDED SURVEY CONTROL
 RD1100
 RD1100  NGVD 29 (??/??/92)   17.54   (m)           57.5    (f) COMPUTED    2 0
 RD1100
 RD1100.Superseded values are not recommended for survey control.
 RD1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1100.See file dsdata.txt to determine how the superseded data were derived.
 RD1100
 RD1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR374340(NAD 83)
 RD1100_MARKER: DD = SURVEY DISK
 RD1100_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RD1100_SP_SET: FOUNDATION
 RD1100_STAMPING: C 123 1941
 RD1100_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RD1100
 RD1100  HISTORY     - Date     Condition        Report By
 RD1100  HISTORY     - 1941     MONUMENTED       ORDT
 RD1100  HISTORY     - 1962     GOOD             NGS
 RD1100  HISTORY     - 20040612 MARK NOT FOUND   USPSQD
 RD1100
 RD1100                          STATION DESCRIPTION
 RD1100
 RD1100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RD1100'2.2 MI E FROM TILLAMOOK.
 RD1100'REACHED FROM THE TILLAMOOK POST OFFICE GO EAST ALONG THIRD STREET,
 RD1100'(THIS WAS THE OLD STATE HIGHWAY 6) FOR 2.2 MILES TO THE OLD STATE
 RD1100'HIGHWAY SCALE HOUSE, IN THE CONCRETE FOUNDATION FOR THE SCALES, 30
 RD1100'FEET NORTH OF THE CENTER LINE OF THIRD STREET, 7 FEET EAST OF THE
 RD1100'NORTHWEST CORNER OF THE FOUNDATION, AND ACROSS THE STREET FROM HOUSE
 RD1100'NO. 5211.
 RD1100
 RD1100                          STATION RECOVERY (2004)
 RD1100
 RD1100'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 RD1100'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB1054 ***********************************************************************
 RB1054  DESIGNATION -  C 124
 RB1054  PID         -  RB1054
 RB1054  STATE/COUNTY-  OR/MORROW
 RB1054  USGS QUAD   -  BOARDMAN (1993)
 RB1054
 RB1054                         *CURRENT SURVEY CONTROL
 RB1054  ___________________________________________________________________
 RB1054* NAD 83(1986)-  45 50 40.     (N)    119 41 49.     (W)     SCALED    
 RB1054* NAVD 88     -        92.435  (meters)     303.26   (feet)  ADJUSTED  
 RB1054  ___________________________________________________________________
 RB1054  GEOID HEIGHT-         -21.88  (meters)                     GEOID03
 RB1054  DYNAMIC HT  -          92.435 (meters)     303.26  (feet)  COMP
 RB1054  MODELED GRAV-     980,618.9   (mgal)                       NAVD 88
 RB1054
 RB1054  VERT ORDER  -  FIRST     CLASS II
 RB1054
 RB1054.The horizontal coordinates were scaled from a topographic map and have
 RB1054.an estimated accuracy of +/- 6 seconds.
 RB1054
 RB1054.The orthometric height was determined by differential leveling
 RB1054.and adjusted in June 1991.
 RB1054
 RB1054.The geoid height was determined by GEOID03.
 RB1054
 RB1054.The dynamic height is computed by dividing the NAVD 88
 RB1054.geopotential number by the normal gravity value computed on the
 RB1054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB1054.degrees latitude (g = 980.6199 gals.).
 RB1054
 RB1054.The modeled gravity was interpolated from observed gravity values.
 RB1054
 RB1054;                    North         East    Units  Estimated Accuracy
 RB1054;SPC OR N     -   242,320.    2,562,380.      MT  (+/- 180 meters Scaled)
 RB1054
 RB1054                          SUPERSEDED SURVEY CONTROL
 RB1054
 RB1054  NGVD 29 (??/??/92)   91.39   (m)          299.8    (f) COMPUTED    1 2
 RB1054
 RB1054.Superseded values are not recommended for survey control.
 RB1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1054.See file dsdata.txt to determine how the superseded data were derived.
 RB1054
 RB1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKL905803(NAD 83)
 RB1054_MARKER: DD = SURVEY DISK
 RB1054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB1054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB1054_STAMPING: C 124 1943
 RB1054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB1054+STABILITY: SURFACE MOTION
 RB1054
 RB1054  HISTORY     - Date     Condition        Report By
 RB1054  HISTORY     - 1943     MONUMENTED       ORDT
 RB1054  HISTORY     - 1968     MARK NOT FOUND   NGS
 RB1054
 RB1054                          STATION DESCRIPTION
 RB1054
 RB1054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RB1054'0.85 MI E FROM BOARDMAN.
 RB1054'0.85 MILE EAST ALONG THE COLUMBIA RIVER HIGHWAY (U.S. 30), FROM THE
 RB1054'JUNCTION OF U.S. HIGHWAY 730 AT BOARDMAN, 0.2 MILE SOUTH OF UNION
 RB1054'PACIFIC RAILROAD MILEPOST 165, ABOUT 800 FEET WEST OF A CURVE IN THE
 RB1054'HIGHWAY, AT THE POINT WHERE A DIRT ROAD CROSSES THE RAILROAD, 47.5
 RB1054'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, ON THE TOP OF AN 8-FOOT
 RB1054'BANK, AND 1 FOOT SOUTH OF A WHITE WOODEN WITNESS POST.  AN OREGON
 RB1054'STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED C 124 1943 AND SET IN
 RB1054'THE TOP OF A CONCRETE POST PROJECTING ABOUT 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0534 ***********************************************************************
 QC0534  DESIGNATION -  C 125
 QC0534  PID         -  QC0534
 QC0534  STATE/COUNTY-  OR/GRANT
 QC0534  USGS QUAD   -  PICTURE GORGE WEST (1990)
 QC0534
 QC0534                         *CURRENT SURVEY CONTROL
 QC0534  ___________________________________________________________________
 QC0534* NAD 83(1986)-  44 31 40.     (N)    119 38 03.     (W)     SCALED    
 QC0534* NAVD 88     -       680.79   (+/-2cm)    2233.6    (feet)  VERTCON   
 QC0534  ___________________________________________________________________
 QC0534  GEOID HEIGHT-         -19.16  (meters)                     GEOID03
 QC0534  VERT ORDER  -  THIRD (See Below)
 QC0534
 QC0534.The horizontal coordinates were scaled from a topographic map and have
 QC0534.an estimated accuracy of +/- 6 seconds.
 QC0534
 QC0534.The NAVD 88 height was computed by applying the VERTCON shift value to
 QC0534.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QC0534.The vertical order pertains to the NGVD 29 superseded value.
 QC0534
 QC0534.The geoid height was determined by GEOID03.
 QC0534
 QC0534;                    North         East    Units  Estimated Accuracy
 QC0534;SPC OR N     -    96,060.    2,568,820.      MT  (+/- 180 meters Scaled)
 QC0534
 QC0534                          SUPERSEDED SURVEY CONTROL
 QC0534
 QC0534  NGVD 29 (??/??/??)  679.65   (m)         2229.8    (f) RESET       3  
 QC0534
 QC0534.Superseded values are not recommended for survey control.
 QC0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0534.See file dsdata.txt to determine how the superseded data were derived.
 QC0534
 QC0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKK906338(NAD 83)
 QC0534_MARKER: DD = SURVEY DISK
 QC0534_SETTING: 0 = UNSPECIFIED SETTING
 QC0534_STAMPING: 2230.083 C 125 1942
 QC0534_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QC0534
 QC0534  HISTORY     - Date     Condition        Report By
 QC0534  HISTORY     - 1942     MONUMENTED       ORHD
 QC0534  HISTORY     - 1963     GOOD             NGS
 QC0534  HISTORY     - 19870710 MARK NOT FOUND   NGS
 QC0534
 QC0534                          STATION DESCRIPTION
 QC0534
 QC0534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 QC0534'7.1 MI NW FROM DAYVILLE.
 QC0534'7.1 MILES NORTHWEST ALONG U.S. HIGHWAY 26 FROM THE DAYVILLE POST
 QC0534'OFFICE, AT THE JUNCTION OF U.S. HIGHWAY 26 AND STATE HIGHWAY 19, 130
 QC0534'FEET WEST OF THE JUNCTION OF U.S. HIGHWAY 26 AND STATE HIGHWAY 19, 24
 QC0534'FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 26 AND 1 FOOT BELOW THE LEVEL
 QC0534'OF THE HIGHWAY.
 QC0534
 QC0534                          STATION RECOVERY (1987)
 QC0534
 QC0534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QC0534'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0085 ***********************************************************************
 NY0085  DESIGNATION -  C 126
 NY0085  PID         -  NY0085
 NY0085  STATE/COUNTY-  OR/LAKE
 NY0085  USGS QUAD   -  CROOKED CREEK VALLEY (1964)
 NY0085
 NY0085                         *CURRENT SURVEY CONTROL
 NY0085  ___________________________________________________________________
 NY0085* NAD 83(1986)-  42 15 21.     (N)    120 21 40.     (W)     SCALED    
 NY0085* NAVD 88     -      1499.990  (meters)    4921.22   (feet)  ADJUSTED  
 NY0085  ___________________________________________________________________
 NY0085  GEOID HEIGHT-         -20.88  (meters)                     GEOID03
 NY0085  DYNAMIC HT  -        1499.001 (meters)    4917.97  (feet)  COMP
 NY0085  MODELED GRAV-     979,909.7   (mgal)                       NAVD 88
 NY0085
 NY0085  VERT ORDER  -  FIRST     CLASS II
 NY0085
 NY0085.The horizontal coordinates were scaled from a topographic map and have
 NY0085.an estimated accuracy of +/- 6 seconds.
 NY0085
 NY0085.The orthometric height was determined by differential leveling
 NY0085.and adjusted in June 1991.
 NY0085
 NY0085.The geoid height was determined by GEOID03.
 NY0085
 NY0085.The dynamic height is computed by dividing the NAVD 88
 NY0085.geopotential number by the normal gravity value computed on the
 NY0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0085.degrees latitude (g = 980.6199 gals.).
 NY0085
 NY0085.The modeled gravity was interpolated from observed gravity values.
 NY0085
 NY0085;                    North         East    Units  Estimated Accuracy
 NY0085;SPC OR S     -    65,460.    1,511,460.      MT  (+/- 180 meters Scaled)
 NY0085
 NY0085                          SUPERSEDED SURVEY CONTROL
 NY0085
 NY0085  NGVD 29 (??/??/92) 1498.776  (m)         4917.23   (f) ADJ UNCH    1 2
 NY0085
 NY0085.Superseded values are not recommended for survey control.
 NY0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0085.See file dsdata.txt to determine how the superseded data were derived.
 NY0085
 NY0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGM176815(NAD 83)
 NY0085_MARKER: DD = SURVEY DISK
 NY0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NY0085_STAMPING: C 126 1942
 NY0085_MARK LOGO: CGS   
 NY0085_MAGNETIC: N = NO MAGNETIC MATERIAL
 NY0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0085+STABILITY: SURFACE MOTION
 NY0085_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NY0085+SATELLITE: SATELLITE OBSERVATIONS - July 18, 1988
 NY0085
 NY0085  HISTORY     - Date     Condition        Report By
 NY0085  HISTORY     - 1942     MONUMENTED       ORDT
 NY0085  HISTORY     - 1942     GOOD             NGS
 NY0085  HISTORY     - 19880718 GOOD             NGS
 NY0085
 NY0085                          STATION DESCRIPTION
 NY0085
 NY0085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NY0085'4.55 MI N FROM LAKEVIEW.
 NY0085'ALONG THE HIGHWAY U.S. NO. 395, AT WARNER VALLEY JUNCTION, 48 FEET
 NY0085'WEST OF CENTER LINE OF HIGHWAY, 1 FOOT WEST OF WIRE FENCE.  WITNESS
 NY0085'POST SET.
 NY0085
 NY0085                          STATION RECOVERY (1988)
 NY0085
 NY0085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (DW)
 NY0085'ANOTHER ALIAS IS LAKEVIEW C 126. STATION IS AT NORTHERN INTERSECTION
 NY0085'OF ROUTES US 395 (FREMONT HIGHWAY) TO VALLEY FALLS AND OR 140 (WARNER
 NY0085'VALLEY ROAD) TO ADEL.  STATION IS 4.6 MI (7.4 KM) NORTH OF LAKE COUNTY
 NY0085'COURT HOUSE IN LAKEVIEW, OREGON.  TO ACCESS FROM SOUTHERN INTERSECTION
 NY0085'OF ROUTES US 395 AND OR 140 IN LAKEVIEW, GO NORTH ON US 395/OR 140 FOR
 NY0085'4.6 MI (7.4 KM) TO STATION.  STATION IS ABOUT 240 M (787.4 FT) SOUTH
 NY0085'OF US 395S CROSSING OF WARNER CREEK, 17.3 M (56.8 FT) NORTH OF SIGN
 NY0085'FOR OR 140 EAST, 17.9 M (58.7 FT) NW OF CENTER OF US 395 AT EXTENSION
 NY0085'OF CENTER OF OR 140 (FROM EAST) , 35.3 M (115.8 FT) WSW OF SIGN FOR OR
 NY0085'140 EAST- WITH MILEAGES (ADEL- 28 MI (45.1 KM) ) WHICH IS ACROSS US
 NY0085'395, 13.7 M (44.9 FT) WNW OF CENTER OF US 395 (PERPENDICULAR DISTANCE)
 NY0085', 1.8 M (5.9 FT) SOUTH OF A TELEPHONE POLE, 0.6 M (2.0 FT) ESE OF WIRE
 NY0085'FENCE AND WITNESS POST, ABOUT 1.5 M (4.9 FT) ABOVE ROAD LEVEL, AND ON
 NY0085'A 0.27 M (0.89 FT) CONCRETE POST SET FLUSH WITH GROUND.  CHISELED
 NY0085'ARROW POINTS NORTH.  STATION IS 0.30 MI (0.48 KM) NNE OF TRIANGULATION
 NY0085'STATION WARNER 2.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH0887 ***********************************************************************
 OH0887  DESIGNATION -  C 128
 OH0887  PID         -  OH0887
 OH0887  STATE/COUNTY-  OR/MALHEUR
 OH0887  USGS QUAD   -  HOOKER CREEK (1969)
 OH0887
 OH0887                         *CURRENT SURVEY CONTROL
 OH0887  ___________________________________________________________________
 OH0887* NAD 83(1986)-  43 07 03.     (N)    117 02 39.     (W)     SCALED    
 OH0887* NAVD 88     -      1392.162  (meters)    4567.45   (feet)  ADJUSTED  
 OH0887  ___________________________________________________________________
 OH0887  GEOID HEIGHT-         -16.84  (meters)                     GEOID03
 OH0887  DYNAMIC HT  -        1391.438 (meters)    4565.08  (feet)  COMP
 OH0887  MODELED GRAV-     980,051.1   (mgal)                       NAVD 88
 OH0887
 OH0887  VERT ORDER  -  SECOND    CLASS 0
 OH0887
 OH0887.The horizontal coordinates were scaled from a topographic map and have
 OH0887.an estimated accuracy of +/- 6 seconds.
 OH0887
 OH0887.The orthometric height was determined by differential leveling
 OH0887.and adjusted in June 1991.
 OH0887
 OH0887.The geoid height was determined by GEOID03.
 OH0887
 OH0887.The dynamic height is computed by dividing the NAVD 88
 OH0887.geopotential number by the normal gravity value computed on the
 OH0887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0887.degrees latitude (g = 980.6199 gals.).
 OH0887
 OH0887.The modeled gravity was interpolated from observed gravity values.
 OH0887
 OH0887;                    North         East    Units  Estimated Accuracy
 OH0887;SPC OR S     -   166,960.    1,781,150.      MT  (+/- 180 meters Scaled)
 OH0887
 OH0887                          SUPERSEDED SURVEY CONTROL
 OH0887
 OH0887  NGVD 29 (??/??/92) 1391.114  (m)         4564.01   (f) ADJ UNCH    2 0
 OH0887
 OH0887.Superseded values are not recommended for survey control.
 OH0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0887.See file dsdata.txt to determine how the superseded data were derived.
 OH0887
 OH0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH964738(NAD 83)
 OH0887_MARKER: DB = BENCH MARK DISK
 OH0887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0887_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0887_STAMPING: C 128 1934
 OH0887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0887+STABILITY: SURFACE MOTION
 OH0887
 OH0887  HISTORY     - Date     Condition        Report By
 OH0887  HISTORY     - 1934     MONUMENTED       CGS
 OH0887  HISTORY     - 1966     GOOD             NGS
 OH0887  HISTORY     - 20081008 POOR             ORDT
 OH0887
 OH0887                          STATION DESCRIPTION
 OH0887
 OH0887'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 OH0887'9.9 MI N FROM JORDAN VALLEY.
 OH0887'6.05 MILES NORTH ALONG U.S. HIGHWAY 95 FROM THE SCHOOL AT JORDAN
 OH0887'VALLEY, THENCE 3.85 MILES NORTH ALONG THE FORMER U.S. HIGHWAY 95, 112
 OH0887'FEET WEST OF THE CENTER LINE OF THE FORMER HIGHWAY, 90 FEET EAST OF
 OH0887'THE SOUTHEAST CORNER OF AN ABANDONED CONCRETE FOUNDATION OF THE FORMER
 OH0887'POST OFFICE AT SHEAVILLE, 90 1/2 FEET EAST OF A 12-INCH TREE, 55 1/2
 OH0887'FEET WEST-SOUTHWEST OF A TELEPHONE POLE, 51 FEET WEST OF A FENCE, 41
 OH0887'FEET NORTH OF A FENCE, ABOUT LEVEL WITH THE FORMER HIGHWAY, AND SET IN
 OH0887'THE TOP OF A CONCRETE POST PROJECTING 1.0 FOOT ABOVE THE GROUND.
 OH0887
 OH0887                          STATION RECOVERY (2008)
 OH0887
 OH0887'RECOVERY NOTE BY OREGON DEPARTMENT OF TRANSPORTATION 2008 (MAS)
 OH0887'CONCRETE BEGINING TO SHOW WEAR.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0039 ***********************************************************************
 NX0039  DESIGNATION -  C 129
 NX0039  PID         -  NX0039
 NX0039  STATE/COUNTY-  OR/MALHEUR
 NX0039  USGS QUAD   -  TWELVEMILE RIDGE (1981)
 NX0039
 NX0039                         *CURRENT SURVEY CONTROL
 NX0039  ___________________________________________________________________
 NX0039* NAD 83(1986)-  42 23 31.     (N)    118 05 49.     (W)     SCALED    
 NX0039* NAVD 88     -      1379.293  (meters)    4525.23   (feet)  ADJUSTED  
 NX0039  ___________________________________________________________________
 NX0039  GEOID HEIGHT-         -18.76  (meters)                     GEOID03
 NX0039  DYNAMIC HT  -        1378.454 (meters)    4522.48  (feet)  COMP
 NX0039  MODELED GRAV-     979,964.8   (mgal)                       NAVD 88
 NX0039
 NX0039  VERT ORDER  -  SECOND    CLASS 0
 NX0039
 NX0039.The horizontal coordinates were scaled from a topographic map and have
 NX0039.an estimated accuracy of +/- 6 seconds.
 NX0039
 NX0039.The orthometric height was determined by differential leveling
 NX0039.and adjusted in June 1991.
 NX0039
 NX0039.The geoid height was determined by GEOID03.
 NX0039
 NX0039.The dynamic height is computed by dividing the NAVD 88
 NX0039.geopotential number by the normal gravity value computed on the
 NX0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0039.degrees latitude (g = 980.6199 gals.).
 NX0039
 NX0039.The modeled gravity was interpolated from observed gravity values.
 NX0039
 NX0039;                    North         East    Units  Estimated Accuracy
 NX0039;SPC OR S     -    83,410.    1,697,840.      MT  (+/- 180 meters Scaled)
 NX0039
 NX0039                          SUPERSEDED SURVEY CONTROL
 NX0039
 NX0039  NGVD 29 (??/??/92) 1378.153  (m)         4521.49   (f) ADJ UNCH    2 0
 NX0039
 NX0039.Superseded values are not recommended for survey control.
 NX0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NX0039.See file dsdata.txt to determine how the superseded data were derived.
 NX0039
 NX0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG097938(NAD 83)
 NX0039_MARKER: DB = BENCH MARK DISK
 NX0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NX0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NX0039_STAMPING: C 129 1934
 NX0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NX0039+STABILITY: SURFACE MOTION
 NX0039
 NX0039  HISTORY     - Date     Condition        Report By
 NX0039  HISTORY     - 1934     MONUMENTED       CGS
 NX0039  HISTORY     - 1976     GOOD             USGS
 NX0039
 NX0039                          STATION DESCRIPTION
 NX0039
 NX0039'DESCRIBED BY US GEOLOGICAL SURVEY 1976
 NX0039'7.8 MI NE FROM WHITE HORSE RANCH.
 NX0039'4.4 MILES EAST ALONG THE ROAD TO MCDERMITT, NEV, FROM THE JUNCTION OF
 NX0039'THE ROME - DENIO - MCDERMITT ROADS, 4.4 MILES NORTHEAST OF WHITE HORSE
 NX0039'RANCH WHITE HORSE RANCH, EAST 0.2 MILES, THENCE NORTHEAST ON THE MAIN
 NX0039'TRAVELED ROAD FOR 5.6 MILES, THENCE EAST ON A TRACK ROAD FOR 2.0
 NX0039'MILES, 180 FEET EAST OF A DRAW, 45 FEET NORTH OF THE ROAD.  DISK
 NX0039'STAMPED C 129 1934 AND IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1003 ***********************************************************************
 QD1003  DESIGNATION -  C 13
 QD1003  PID         -  QD1003
 QD1003  STATE/COUNTY-  OR/DESCHUTES
 QD1003  USGS QUAD   -  MT WASHINGTON (1988)
 QD1003
 QD1003                         *CURRENT SURVEY CONTROL
 QD1003  ___________________________________________________________________
 QD1003* NAD 83(1986)-  44 15 42.     (N)    121 47 35.     (W)     SCALED    
 QD1003* NAVD 88     -      1582.246  (meters)    5191.09   (feet)  POSTED    
 QD1003  ___________________________________________________________________
 QD1003  GEOID HEIGHT-         -20.81  (meters)                     GEOID03
 QD1003  DYNAMIC HT  -        1581.550 (meters)    5188.80  (feet)  COMP
 QD1003  MODELED GRAV-     980,118.7   (mgal)                       NAVD 88
 QD1003
 QD1003  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 QD1003
 QD1003.The horizontal coordinates were scaled from a topographic map and have
 QD1003.an estimated accuracy of +/- 6 seconds.
 QD1003
 QD1003.The orthometric height was determined by differential leveling
 QD1003.and adjusted by the  in 1992.
 QD1003.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 QD1003.rate of 1.1 thru 2.0 mm/km.
 QD1003
 QD1003.The geoid height was determined by GEOID03.
 QD1003
 QD1003.The dynamic height is computed by dividing the NAVD 88
 QD1003.geopotential number by the normal gravity value computed on the
 QD1003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1003.degrees latitude (g = 980.6199 gals.).
 QD1003
 QD1003.The modeled gravity was interpolated from observed gravity values.
 QD1003
 QD1003;                    North         East    Units  Estimated Accuracy
 QD1003;SPC OR S     -   289,080.    1,396,740.      MT  (+/- 180 meters Scaled)
 QD1003
 QD1003                          SUPERSEDED SURVEY CONTROL
 QD1003
 QD1003  NGVD 29 (??/??/92) 1580.993  (m)         5186.97   (f) ADJ UNCH    1 2
 QD1003
 QD1003.Superseded values are not recommended for survey control.
 QD1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1003.See file dsdata.txt to determine how the superseded data were derived.
 QD1003
 QD1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ963016(NAD 83)
 QD1003_MARKER: DD = SURVEY DISK
 QD1003_SETTING: 80 = SET IN A BOULDER
 QD1003_SP_SET: BOULDER
 QD1003_STAMPING: 13 26
 QD1003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD1003+STABILITY: SURFACE MOTION
 QD1003
 QD1003  HISTORY     - Date     Condition        Report By
 QD1003  HISTORY     - 1926     MONUMENTED       USFS
 QD1003  HISTORY     - 1943     GOOD             NGS
 QD1003
 QD1003                          STATION DESCRIPTION
 QD1003
 QD1003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QD1003'0.6 MI E FROM MCKENZIE PASS.
 QD1003'ABOUT 0.6 MILE EAST ALONG U.S. HIGHWAY 28 FROM MCKENZIE PASS,
 QD1003'DESCHUTES COUNTY, 44.5 FEET NORTHWEST OF A SIGN LAVA CAMP LAKE, 32.0
 QD1003'FEET NORTHWEST OF MILEPOST 76.95, 65.0 FEET NORTHWEST OF CENTER LINE
 QD1003'OF HIGHWAY, SET IN THE TOP OF A ROUND BOULDER ABOUT 2.0 FEET ABOVE
 QD1003'GROUND, 4.7 FEET WEST OF A WHITE REFERENCE POST.  STAMPING 13 26.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0353 ***********************************************************************
 QE0353  DESIGNATION -  C 13
 QE0353  PID         -  QE0353
 QE0353  STATE/COUNTY-  OR/MARION
 QE0353  USGS QUAD   -  TURNER (1986)
 QE0353
 QE0353                         *CURRENT SURVEY CONTROL
 QE0353  ___________________________________________________________________
 QE0353* NAD 83(1986)-  44 49 39.     (N)    122 57 01.     (W)     SCALED    
 QE0353* NAVD 88     -        92.297  (meters)     302.81   (feet)  ADJUSTED  
 QE0353  ___________________________________________________________________
 QE0353  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 QE0353  DYNAMIC HT  -          92.291 (meters)     302.79  (feet)  COMP
 QE0353  MODELED GRAV-     980,557.2   (mgal)                       NAVD 88
 QE0353
 QE0353  VERT ORDER  -  FIRST     CLASS II
 QE0353
 QE0353.The horizontal coordinates were scaled from a topographic map and have
 QE0353.an estimated accuracy of +/- 6 seconds.
 QE0353
 QE0353.The orthometric height was determined by differential leveling
 QE0353.and adjusted in June 1991.
 QE0353
 QE0353.The geoid height was determined by GEOID03.
 QE0353
 QE0353.The dynamic height is computed by dividing the NAVD 88
 QE0353.geopotential number by the normal gravity value computed on the
 QE0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0353.degrees latitude (g = 980.6199 gals.).
 QE0353
 QE0353.The modeled gravity was interpolated from observed gravity values.
 QE0353
 QE0353;                    North         East    Units  Estimated Accuracy
 QE0353;SPC OR N     -   131,930.    2,306,270.      MT  (+/- 180 meters Scaled)
 QE0353
 QE0353                          SUPERSEDED SURVEY CONTROL
 QE0353
 QE0353  NGVD 29 (??/??/92)   91.267  (m)          299.43   (f) ADJ UNCH    1 2
 QE0353
 QE0353.Superseded values are not recommended for survey control.
 QE0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0353.See file dsdata.txt to determine how the superseded data were derived.
 QE0353
 QE0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ039637(NAD 83)
 QE0353_MARKER: DB = BENCH MARK DISK
 QE0353_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QE0353_SP_SET: CULVERT
 QE0353_STAMPING: C 13 1920 ELEV 298.890 FT
 QE0353_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0353
 QE0353  HISTORY     - Date     Condition        Report By
 QE0353  HISTORY     - 1920     MONUMENTED       CGS
 QE0353  HISTORY     - 1934     GOOD             NGS
 QE0353  HISTORY     - 1967     MARK NOT FOUND   NGS
 QE0353  HISTORY     - 1981     GOOD             NGS
 QE0353  HISTORY     - 1987     MARK NOT FOUND   NGS
 QE0353
 QE0353                          STATION DESCRIPTION
 QE0353
 QE0353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QE0353'1 MI S FROM TURNER.
 QE0353'ABOUT 1 MILE SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM
 QE0353'TURNER, MARION COUNTY.  1130 FEET NORTH OF A ROAD CROSSING, AT MILEAGE
 QE0353'709.7 ON THE WEST SIDE OF THE TRACK IN THE HEAD WALL OF A CULVERT. A
 QE0353'STANDARD DISK STAMPED C 13 1920 ELEV 298.890 FT.
 QE0353
 QE0353                          STATION RECOVERY (1967)
 QE0353
 QE0353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 QE0353'MARK NOT FOUND.
 QE0353
 QE0353                          STATION RECOVERY (1981)
 QE0353
 QE0353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 QE0353'THE MARK IS 0.4 KILOMETER (0.25 MILE) NORTH ALONG TRACK FROM THE
 QE0353'CROSSING OF HENNIES RD SE, 13 METERS WEST-NORTHWEST FROM A TELEPHONE
 QE0353'POLE, 3 METERS WEST OF WEST RAIL OF TRACK 0.9 METER NORTH OF THE
 QE0353'SOUTH END OF THE CONCRETE CULVERT AND ABOUT 1 METER LOWER THAN THE
 QE0353'TRACK.
 QE0353
 QE0353                          STATION RECOVERY (1987)
 QE0353
 QE0353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE0353'THE HEADWALL HAS BEEN COVERED OVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0685 ***********************************************************************
 QD0685  DESIGNATION -  C 13 2633=CULVER
 QD0685  PID         -  QD0685
 QD0685  STATE/COUNTY-  OR/JEFFERSON
 QD0685  USGS QUAD   -  CULVER (1992)
 QD0685
 QD0685                         *CURRENT SURVEY CONTROL
 QD0685  ___________________________________________________________________
 QD0685* NAD 83(1991)-  44 31 21.53227(N)    121 12 47.05445(W)     ADJUSTED  
 QD0685* NAVD 88     -       803.264  (meters)    2635.38   (feet)  ADJUSTED  
 QD0685  ___________________________________________________________________
 QD0685  LAPLACE CORR-           6.40  (seconds)                    DEFLEC99
 QD0685  GEOID HEIGHT-         -21.25  (meters)                     GEOID03
 QD0685  DYNAMIC HT  -         803.046 (meters)    2634.66  (feet)  COMP
 QD0685  MODELED GRAV-     980,319.3   (mgal)                       NAVD 88
 QD0685
 QD0685  HORZ ORDER  -  SECOND
 QD0685  VERT ORDER  -  SECOND    CLASS 0
 QD0685
 QD0685.The horizontal coordinates were established by classical geodetic methods
 QD0685.and adjusted by the National Geodetic Survey in October 1991.
 QD0685
 QD0685.The orthometric height was determined by differential leveling
 QD0685.and adjusted in June 1991.
 QD0685.WARNING-Repeat measurements at this control monument indicate possible
 QD0685.vertical movement.
 QD0685
 QD0685.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD0685
 QD0685.The geoid height was determined by GEOID03.
 QD0685
 QD0685.The dynamic height is computed by dividing the NAVD 88
 QD0685.geopotential number by the normal gravity value computed on the
 QD0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0685.degrees latitude (g = 980.6199 gals.).
 QD0685
 QD0685.The modeled gravity was interpolated from observed gravity values.
 QD0685
 QD0685;                    North         East     Units Scale Factor Converg.
 QD0685;SPC OR N     -    95,369.119 2,443,314.893   MT  0.99995770   -0 30 20.5
 QD0685;SPC OR N     -   312,890.81  8,016,124.98   iFT  0.99995770   -0 30 20.5
 QD0685;UTM  10      - 4,931,477.804   642,002.277   MT  0.99984798   +1 15 11.5
 QD0685
 QD0685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD0685!SPC OR N     -   0.99987740  x   0.99995770  =   0.99983510
 QD0685!UTM  10      -   0.99987740  x   0.99984798  =   0.99972540
 QD0685
 QD0685                          SUPERSEDED SURVEY CONTROL
 QD0685
 QD0685  NAD 83(1986)-  44 31 21.54070(N)    121 12 47.05386(W) AD(       ) 2
 QD0685  NAD 27      -  44 31 22.11000(N)    121 12 42.90600(W) AD(       ) 2
 QD0685  NGVD 29 (??/??/92)  802.178  (m)         2631.81   (f) ADJ UNCH    2 0
 QD0685
 QD0685.Superseded values are not recommended for survey control.
 QD0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0685.See file dsdata.txt to determine how the superseded data were derived.
 QD0685
 QD0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ4200231478(NAD 83)
 QD0685_MARKER: DD = SURVEY DISK
 QD0685_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QD0685_SP_SET: BUILDING
 QD0685_STAMPING: 2633 C 13 CULVER TRI STA 1926
 QD0685_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QD0685
 QD0685  HISTORY     - Date     Condition        Report By
 QD0685  HISTORY     - 1926     MONUMENTED       USGS
 QD0685  HISTORY     - 1934     GOOD             NGS
 QD0685
 QD0685                          STATION DESCRIPTION
 QD0685
 QD0685'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QD0685'IN CULVER.
 QD0685'AT THE CULVER SCHOOL, 2 FEET WEST OF THE WEST WALL OF THE GYMNASIUM,
 QD0685'AND ABOUT THE CENTER OF THE WEST SIDE OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0230 ***********************************************************************
 NW0230  DESIGNATION -  C 130
 NW0230  PID         -  NW0230
 NW0230  STATE/COUNTY-  OR/MALHEUR
 NW0230  USGS QUAD   -  SCOTT RESERVOIR (1972)
 NW0230
 NW0230                         *CURRENT SURVEY CONTROL
 NW0230  ___________________________________________________________________
 NW0230* NAD 83(1986)-  42 51 02.     (N)    117 36 15.     (W)     SCALED    
 NW0230* NAVD 88     -      1157.715  (meters)    3798.27   (feet)  ADJUSTED  
 NW0230  ___________________________________________________________________
 NW0230  GEOID HEIGHT-         -18.04  (meters)                     GEOID03
 NW0230  DYNAMIC HT  -        1157.124 (meters)    3796.33  (feet)  COMP
 NW0230  MODELED GRAV-     980,070.4   (mgal)                       NAVD 88
 NW0230
 NW0230  VERT ORDER  -  SECOND    CLASS 0
 NW0230
 NW0230.The horizontal coordinates were scaled from a topographic map and have
 NW0230.an estimated accuracy of +/- 6 seconds.
 NW0230
 NW0230.The orthometric height was determined by differential leveling
 NW0230.and adjusted in August 1995.
 NW0230
 NW0230.The geoid height was determined by GEOID03.
 NW0230
 NW0230.The dynamic height is computed by dividing the NAVD 88
 NW0230.geopotential number by the normal gravity value computed on the
 NW0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0230.degrees latitude (g = 980.6199 gals.).
 NW0230
 NW0230.The modeled gravity was interpolated from observed gravity values.
 NW0230
 NW0230;                    North         East    Units  Estimated Accuracy
 NW0230;SPC OR S     -   135,600.    1,736,630.      MT  (+/- 180 meters Scaled)
 NW0230
 NW0230                          SUPERSEDED SURVEY CONTROL
 NW0230
 NW0230  NAVD 88 (06/15/91) 1157.791  (m)         3798.52   (f) UNKNOWN     2 0
 NW0230  NGVD 29 (??/??/92) 1156.755  (m)         3795.12   (f) ADJ UNCH    2 0
 NW0230
 NW0230.Superseded values are not recommended for survey control.
 NW0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0230.See file dsdata.txt to determine how the superseded data were derived.
 NW0230
 NW0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH506443(NAD 83)
 NW0230_MARKER: DB = BENCH MARK DISK
 NW0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NW0230_SP_SET: CONCRETE POST
 NW0230_STAMPING: C 130 1934
 NW0230_MARK LOGO: CGS   
 NW0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NW0230+STABILITY: SURFACE MOTION
 NW0230_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0230+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1968
 NW0230
 NW0230  HISTORY     - Date     Condition        Report By
 NW0230  HISTORY     - 1934     MONUMENTED       CGS
 NW0230  HISTORY     - 19680624 GOOD             USGS
 NW0230
 NW0230                          STATION DESCRIPTION
 NW0230
 NW0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NW0230'2.1 MI NE FROM ROME.
 NW0230'2.1 MILES NORTHEAST ALONG THE 1934 SURVEY FOR THE IDAHO-OREGON-NEVADA
 NW0230'HIGHWAY FROM ROME, MALHEUR COUNTY, ABOUT 1/2 MILE EAST OF OWYHEE RIM,
 NW0230'ABOUT 1/4 MILE NORTHEAST OF THE ROAD LEADING FROM FRETWELL RANCH TO A
 NW0230'ROCK, AND 60 FEET SOUTH OF HIGHWAY-SURVEY STATION 3633.  A STANDARD
 NW0230'DISK, STAMPED C 130 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NW0230
 NW0230                          STATION RECOVERY (1968)
 NW0230
 NW0230'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 NW0230'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH0879 ***********************************************************************
 OH0879  DESIGNATION -  C 131
 OH0879  PID         -  OH0879
 OH0879  STATE/COUNTY-  OR/MALHEUR
 OH0879  USGS QUAD   -  SHEAVILLE (1969)
 OH0879
 OH0879                         *CURRENT SURVEY CONTROL
 OH0879  ___________________________________________________________________
 OH0879* NAD 83(1986)-  43 12 18.     (N)    117 02 53.     (W)     SCALED    
 OH0879* NAVD 88     -      1257.709  (meters)    4126.33   (feet)  ADJUSTED  
 OH0879  ___________________________________________________________________
 OH0879  GEOID HEIGHT-         -16.85  (meters)                     GEOID03
 OH0879  DYNAMIC HT  -        1257.105 (meters)    4124.35  (feet)  COMP
 OH0879  MODELED GRAV-     980,095.4   (mgal)                       NAVD 88
 OH0879
 OH0879  VERT ORDER  -  SECOND    CLASS 0
 OH0879
 OH0879.The horizontal coordinates were scaled from a topographic map and have
 OH0879.an estimated accuracy of +/- 6 seconds.
 OH0879
 OH0879.The orthometric height was determined by differential leveling
 OH0879.and adjusted in June 1991.
 OH0879
 OH0879.The geoid height was determined by GEOID03.
 OH0879
 OH0879.The dynamic height is computed by dividing the NAVD 88
 OH0879.geopotential number by the normal gravity value computed on the
 OH0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0879.degrees latitude (g = 980.6199 gals.).
 OH0879
 OH0879.The modeled gravity was interpolated from observed gravity values.
 OH0879
 OH0879;                    North         East    Units  Estimated Accuracy
 OH0879;SPC OR S     -   176,660.    1,780,430.      MT  (+/- 180 meters Scaled)
 OH0879
 OH0879                          SUPERSEDED SURVEY CONTROL
 OH0879
 OH0879  NGVD 29 (??/??/92) 1256.695  (m)         4123.01   (f) ADJ UNCH    2 0
 OH0879
 OH0879.Superseded values are not recommended for survey control.
 OH0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0879.See file dsdata.txt to determine how the superseded data were derived.
 OH0879
 OH0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH960835(NAD 83)
 OH0879_MARKER: DB = BENCH MARK DISK
 OH0879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0879_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0879_STAMPING: C 131 1934
 OH0879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0879+STABILITY: SURFACE MOTION
 OH0879
 OH0879  HISTORY     - Date     Condition        Report By
 OH0879  HISTORY     - 1934     MONUMENTED       CGS
 OH0879  HISTORY     - 1969     MARK NOT FOUND   NGS
 OH0879
 OH0879                          STATION DESCRIPTION
 OH0879
 OH0879'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OH0879'8.5 MI N FROM SHEAVILLE.
 OH0879'8.5 MILES NORTH ALONG THE OLD IDAHO-OREGON-NEVADA HIGHWAY FROM THE
 OH0879'POST OFFICE AT SHEAVILLE, MALHEUR COUNTY, ABOUT 1/2 MILE SOUTH OF A
 OH0879'RANCH HOUSE, 60 FEET EAST OF THE CENTERLINE OF THE ROAD, AND 2 FEET
 OH0879'WEST OF A PROPERTY LINE.  A STANDARD DISK, STAMPED C 131 1934 AND SET
 OH0879'IN THE TOP OF A CONCRETE POST.
 OH0879
 OH0879                          STATION RECOVERY (1969)
 OH0879
 OH0879'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 OH0879'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH0853 ***********************************************************************
 OH0853  DESIGNATION -  C 132
 OH0853  PID         -  OH0853
 OH0853  STATE/COUNTY-  OR/MALHEUR
 OH0853  USGS QUAD   -  NYSSA (1965)
 OH0853
 OH0853                         *CURRENT SURVEY CONTROL
 OH0853  ___________________________________________________________________
 OH0853* NAD 83(1986)-  43 52 36.     (N)    117 00 01.     (W)     SCALED    
 OH0853* NAVD 88     -       664.877  (meters)    2181.35   (feet)  ADJUSTED  
 OH0853  ___________________________________________________________________
 OH0853  GEOID HEIGHT-         -17.88  (meters)                     GEOID03
 OH0853  DYNAMIC HT  -         664.667 (meters)    2180.66  (feet)  COMP
 OH0853  MODELED GRAV-     980,282.0   (mgal)                       NAVD 88
 OH0853
 OH0853  VERT ORDER  -  FIRST     CLASS II
 OH0853
 OH0853.The horizontal coordinates were scaled from a topographic map and have
 OH0853.an estimated accuracy of +/- 6 seconds.
 OH0853
 OH0853.The orthometric height was determined by differential leveling
 OH0853.and adjusted in June 1991.
 OH0853.WARNING-Repeat measurements at this control monument indicate possible
 OH0853.vertical movement.
 OH0853
 OH0853.The geoid height was determined by GEOID03.
 OH0853
 OH0853.The dynamic height is computed by dividing the NAVD 88
 OH0853.geopotential number by the normal gravity value computed on the
 OH0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0853.degrees latitude (g = 980.6199 gals.).
 OH0853
 OH0853.The modeled gravity was interpolated from observed gravity values.
 OH0853
 OH0853;                    North         East    Units  Estimated Accuracy
 OH0853;SPC OR S     -   251,380.    1,781,190.      MT  (+/- 180 meters Scaled)
 OH0853
 OH0853                          SUPERSEDED SURVEY CONTROL
 OH0853
 OH0853  NGVD 29 (??/??/92)  663.912  (m)         2178.18   (f) ADJ UNCH    1 2
 OH0853
 OH0853.Superseded values are not recommended for survey control.
 OH0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0853.See file dsdata.txt to determine how the superseded data were derived.
 OH0853
 OH0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ999581(NAD 83)
 OH0853_MARKER: DB = BENCH MARK DISK
 OH0853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0853_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0853_STAMPING: C 132 1934
 OH0853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0853+STABILITY: SURFACE MOTION
 OH0853
 OH0853  HISTORY     - Date     Condition        Report By
 OH0853  HISTORY     - 1934     MONUMENTED       CGS
 OH0853
 OH0853                          STATION DESCRIPTION
 OH0853
 OH0853'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OH0853'IN NYSSA.
 OH0853'AT NYSSA, MALHEUR COUNTY, IN THE WEST PART OF TOWN, SOUTHEAST OF THE
 OH0853'NYSSA SCHOOL, ABOUT 300 FEET SOUTH OF MAIN STREET, ABOUT 40 FEET
 OH0853'SOUTHEAST OF THE JORDAN VALLEY HIGHWAY, IN FRONT OF THE CHADWICK
 OH0853'SERVICE STATION, AND ABOUT 2 FEET SOUTH OF THE GASOLINE PUMPS.  A
 OH0853'STANDARD DISK, STAMPED C 132 1934 AND SET IN THE TOP OF A CONCRETE
 OH0853'POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0254 ***********************************************************************
 NW0254  DESIGNATION -  C 133
 NW0254  PID         -  NW0254
 NW0254  STATE/COUNTY-  OR/MALHEUR
 NW0254  USGS QUAD   -  ROME (1972)
 NW0254
 NW0254                         *CURRENT SURVEY CONTROL
 NW0254  ___________________________________________________________________
 NW0254* NAD 83(1986)-  42 51 20.     (N)    117 43 29.     (W)     SCALED    
 NW0254* NAVD 88     -      1060.902  (meters)    3480.64   (feet)  ADJUSTED  
 NW0254  ___________________________________________________________________
 NW0254  GEOID HEIGHT-         -18.20  (meters)                     GEOID03
 NW0254  DYNAMIC HT  -        1060.364 (meters)    3478.88  (feet)  COMP
 NW0254  MODELED GRAV-     980,077.3   (mgal)                       NAVD 88
 NW0254
 NW0254  VERT ORDER  -  SECOND    CLASS 0
 NW0254
 NW0254.The horizontal coordinates were scaled from a topographic map and have
 NW0254.an estimated accuracy of +/- 6 seconds.
 NW0254
 NW0254.The orthometric height was determined by differential leveling
 NW0254.and adjusted in June 1991.
 NW0254
 NW0254.The geoid height was determined by GEOID03.
 NW0254
 NW0254.The dynamic height is computed by dividing the NAVD 88
 NW0254.geopotential number by the normal gravity value computed on the
 NW0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0254.degrees latitude (g = 980.6199 gals.).
 NW0254
 NW0254.The modeled gravity was interpolated from observed gravity values.
 NW0254
 NW0254;                    North         East    Units  Estimated Accuracy
 NW0254;SPC OR S     -   135,820.    1,726,770.      MT  (+/- 180 meters Scaled)
 NW0254
 NW0254                          SUPERSEDED SURVEY CONTROL
 NW0254
 NW0254  NGVD 29 (??/??/92) 1059.857  (m)         3477.21   (f) ADJ UNCH    2 0
 NW0254
 NW0254.Superseded values are not recommended for survey control.
 NW0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0254.See file dsdata.txt to determine how the superseded data were derived.
 NW0254
 NW0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH407450(NAD 83)
 NW0254_MARKER: DB = BENCH MARK DISK
 NW0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NW0254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NW0254_STAMPING: C 133 1934
 NW0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NW0254+STABILITY: SURFACE MOTION
 NW0254
 NW0254  HISTORY     - Date     Condition        Report By
 NW0254  HISTORY     - 1934     MONUMENTED       CGS
 NW0254  HISTORY     - 1972     POOR             NGS
 NW0254
 NW0254                          STATION DESCRIPTION
 NW0254
 NW0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NW0254'4.4 MI W FROM ROME.
 NW0254'4.4 MILES WEST OF JUNCTION OF MCDERMITT-FOLLY FARM ROADS 1/3 MILE EAST
 NW0254'OF CROOKED CREEK RANCH.  1/4 MILE WEST OF GATE ACROSS ROAD.  300 FEET
 NW0254'EAST OF CROOKED CREEK.  60 FEET EAST OF ROME-FOLLY FARM ROAD.
 NW0254
 NW0254                          STATION RECOVERY (1972)
 NW0254
 NW0254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 NW0254'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0117 ***********************************************************************
 PA0117  DESIGNATION -  C 134
 PA0117  PID         -  PA0117
 PA0117  STATE/COUNTY-  OR/MALHEUR
 PA0117  USGS QUAD   -  FOLLY FARM (1974)
 PA0117
 PA0117                         *CURRENT SURVEY CONTROL
 PA0117  ___________________________________________________________________
 PA0117* NAD 83(1986)-  43 04 52.     (N)    118 09 02.     (W)     SCALED    
 PA0117* NAVD 88     -      1269.665  (meters)    4165.56   (feet)  ADJUSTED  
 PA0117  ___________________________________________________________________
 PA0117  GEOID HEIGHT-         -18.36  (meters)                     GEOID03
 PA0117  DYNAMIC HT  -        1268.997 (meters)    4163.37  (feet)  COMP
 PA0117  MODELED GRAV-     980,050.6   (mgal)                       NAVD 88
 PA0117
 PA0117  VERT ORDER  -  SECOND    CLASS 0
 PA0117
 PA0117.The horizontal coordinates were scaled from a topographic map and have
 PA0117.an estimated accuracy of +/- 6 seconds.
 PA0117
 PA0117.The orthometric height was determined by differential leveling
 PA0117.and adjusted in June 1991.
 PA0117
 PA0117.The geoid height was determined by GEOID03.
 PA0117
 PA0117.The dynamic height is computed by dividing the NAVD 88
 PA0117.geopotential number by the normal gravity value computed on the
 PA0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0117.degrees latitude (g = 980.6199 gals.).
 PA0117
 PA0117.The modeled gravity was interpolated from observed gravity values.
 PA0117
 PA0117;                    North         East    Units  Estimated Accuracy
 PA0117;SPC OR S     -   159,800.    1,691,280.      MT  (+/- 180 meters Scaled)
 PA0117
 PA0117                          SUPERSEDED SURVEY CONTROL
 PA0117
 PA0117  NGVD 29 (??/??/92) 1268.531  (m)         4161.84   (f) ADJ UNCH    2 0
 PA0117
 PA0117.Superseded values are not recommended for survey control.
 PA0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0117.See file dsdata.txt to determine how the superseded data were derived.
 PA0117
 PA0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH063704(NAD 83)
 PA0117_MARKER: DB = BENCH MARK DISK
 PA0117_SETTING: 80 = SET IN A BOULDER
 PA0117_SP_SET: BOULDER
 PA0117_STAMPING: C 134 1934
 PA0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0117+STABILITY: SURFACE MOTION
 PA0117
 PA0117  HISTORY     - Date     Condition        Report By
 PA0117  HISTORY     - 1934     MONUMENTED       CGS
 PA0117  HISTORY     - 1974     MARK NOT FOUND   NGS
 PA0117
 PA0117                          STATION DESCRIPTION
 PA0117
 PA0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PA0117'2.2 MI N FROM FOLLY FARM.
 PA0117'2.2 MILES NORTH OF STORE AT FOLLY FARM ON ROAD TO HARPER.  IN CENTER
 PA0117'OF OLD ROAD LEVEL WITH SURFACE.  IN LAVA BOULDER.
 PA0117
 PA0117                          STATION RECOVERY (1974)
 PA0117
 PA0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 PA0117'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0262 ***********************************************************************
 NW0262  DESIGNATION -  C 135
 NW0262  PID         -  NW0262
 NW0262  STATE/COUNTY-  OR/MALHEUR
 NW0262  USGS QUAD   -  FLAT TOP MTN (1980)
 NW0262
 NW0262                         *CURRENT SURVEY CONTROL
 NW0262  ___________________________________________________________________
 NW0262* NAD 83(1986)-  42 41 38.     (N)    117 53 55.     (W)     SCALED    
 NW0262* NAVD 88     -      1188.629  (meters)    3899.69   (feet)  ADJUSTED  
 NW0262  ___________________________________________________________________
 NW0262  GEOID HEIGHT-         -18.41  (meters)                     GEOID03
 NW0262  DYNAMIC HT  -        1187.990 (meters)    3897.60  (feet)  COMP
 NW0262  MODELED GRAV-     980,042.3   (mgal)                       NAVD 88
 NW0262
 NW0262  VERT ORDER  -  SECOND    CLASS 0
 NW0262
 NW0262.The horizontal coordinates were scaled from a topographic map and have
 NW0262.an estimated accuracy of +/- 6 seconds.
 NW0262
 NW0262.The orthometric height was determined by differential leveling
 NW0262.and adjusted in June 1991.
 NW0262
 NW0262.The geoid height was determined by GEOID03.
 NW0262
 NW0262.The dynamic height is computed by dividing the NAVD 88
 NW0262.geopotential number by the normal gravity value computed on the
 NW0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0262.degrees latitude (g = 980.6199 gals.).
 NW0262
 NW0262.The modeled gravity was interpolated from observed gravity values.
 NW0262
 NW0262;                    North         East    Units  Estimated Accuracy
 NW0262;SPC OR S     -   117,420.    1,713,120.      MT  (+/- 180 meters Scaled)
 NW0262
 NW0262                          SUPERSEDED SURVEY CONTROL
 NW0262
 NW0262  NGVD 29 (??/??/92) 1187.578  (m)         3896.25   (f) ADJ UNCH    2 0
 NW0262
 NW0262.Superseded values are not recommended for survey control.
 NW0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0262.See file dsdata.txt to determine how the superseded data were derived.
 NW0262
 NW0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH263272(NAD 83)
 NW0262_MARKER: DB = BENCH MARK DISK
 NW0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NW0262_SP_SET: CONCRETE POST
 NW0262_STAMPING: C 135 1934
 NW0262_MARK LOGO: CGS   
 NW0262_MAGNETIC: N = NO MAGNETIC MATERIAL
 NW0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NW0262+STABILITY: SURFACE MOTION
 NW0262_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0262+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2000
 NW0262
 NW0262  HISTORY     - Date     Condition        Report By
 NW0262  HISTORY     - 1934     MONUMENTED       CGS
 NW0262  HISTORY     - 1975     GOOD             USGS
 NW0262  HISTORY     - 20000316 GOOD             NGS
 NW0262
 NW0262                          STATION DESCRIPTION
 NW0262
 NW0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NW0262'10 MI S FROM ROME.
 NW0262'ABOUT 10 MILES SOUTH ALONG THE ROAD LEADING TO MCDERMITT, NEVADA, FROM
 NW0262'ROME, MALHEUR COUNTY, THENCE ABOUT 10.9 MILES SOUTHWEST ALONG THE ROAD
 NW0262'LEADING TO DENIO, ABOUT 1 MILE NORTHWEST OF THE TUTOR RANCH HOUSE,
 NW0262'ABOUT 0.2 MILE EAST OF A FENCE CORNER, 8 FEET SOUTHEAST OF THE ROAD,
 NW0262'AND IN LINE WITH A FENCE.  A STANDARD DISK, STAMPED C 135 1934 AND SET
 NW0262'IN THE TOP OF A CONCRETE POST.
 NW0262
 NW0262                          STATION RECOVERY (1975)
 NW0262
 NW0262'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NW0262'BURNS JUNCTION, 6.5 MI S OF, ALONG US HWY 95, THENCE 1.3 MI SW ALONG
 NW0262'GRADED RD TO GATE, THENCE 0.1 MI N ALONG TRACK RD, THENCE 0.9 MI W
 NW0262'ALONG TRACK RD.  0.2 MI E OF ANGLE CORNER IN FENCE, 15 S OF
 NW0262'CENTERLINE OF RD, 1 FT N OF FENCE.
 NW0262
 NW0262                          STATION RECOVERY (2000)
 NW0262
 NW0262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 NW0262'10.3 KM (6.40 MI) SOUTHERLY ALONG U.S. HIGHWAY 95 FROM THE MOST
 NW0262'EASTERLY JUNCTION OF STATE HIGHWAY 78 AT BURNS JUNCTION, THENCE 2.1 KM
 NW0262'(1.30 MI) WESTERLY ALONG A GRAVELED ROAD TO A FENCE, A GATE, AND A
 NW0262'TRACK ROAD LEADING NORTH, THENCE 0.2 KM (0.10 MI) NORTHERLY ALONG THE
 NW0262'TRACK ROAD TO A GATE, THENCE 1.6 KM (1.00 MI) WESTERLY ALONG A TRACK
 NW0262'ROAD, 5.3 M (17.4 FT) SOUTH OF THE ROAD CENTER, 0.6 M (2.0 FT)
 NW0262'NORTHWEST OF A FENCE POST, 0.3 M (1.0 FT) NORTH OF THE FENCE, AND THE
 NW0262'MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND SURFACE.  NOTE--THE
 NW0262'MONUMENT IS ON PROPERTY OWNED BY THE BUREAU OF LAND MANAGEMENT,
 NW0262'CONTACT SHELDON SAXTON, 100 OREGON STREET, VALE, OREGON 97918-9630.
 NW0262'THE CONCRETE POST IS DETERIORATING BUT THE DISK IS SOLID IN PLACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0104 ***********************************************************************
 NX0104  DESIGNATION -  C 136
 NX0104  PID         -  NX0104
 NX0104  STATE/COUNTY-  OR/HARNEY
 NX0104  USGS QUAD   -  BUTLER HILL (1971)
 NX0104
 NX0104                         *CURRENT SURVEY CONTROL
 NX0104  ___________________________________________________________________
 NX0104* NAD 83(1986)-  42 41 19.     (N)    119 04 07.     (W)     SCALED    
 NX0104* NAVD 88     -      1388.475  (meters)    4555.36   (feet)  ADJUSTED  
 NX0104  ___________________________________________________________________
 NX0104  GEOID HEIGHT-         -19.61  (meters)                     GEOID03
 NX0104  DYNAMIC HT  -        1387.643 (meters)    4552.63  (feet)  COMP
 NX0104  MODELED GRAV-     979,973.7   (mgal)                       NAVD 88
 NX0104
 NX0104  VERT ORDER  -  SECOND    CLASS 0
 NX0104
 NX0104.The horizontal coordinates were scaled from a topographic map and have
 NX0104.an estimated accuracy of +/- 6 seconds.
 NX0104
 NX0104.The orthometric height was determined by differential leveling
 NX0104.and adjusted in June 1991.
 NX0104
 NX0104.The geoid height was determined by GEOID03.
 NX0104
 NX0104.The dynamic height is computed by dividing the NAVD 88
 NX0104.geopotential number by the normal gravity value computed on the
 NX0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0104.degrees latitude (g = 980.6199 gals.).
 NX0104
 NX0104.The modeled gravity was interpolated from observed gravity values.
 NX0104
 NX0104;                    North         East    Units  Estimated Accuracy
 NX0104;SPC OR S     -   114,520.    1,617,290.      MT  (+/- 180 meters Scaled)
 NX0104
 NX0104                          SUPERSEDED SURVEY CONTROL
 NX0104
 NX0104  NGVD 29 (??/??/92) 1387.298  (m)         4551.49   (f) ADJ UNCH    2 0
 NX0104
 NX0104.Superseded values are not recommended for survey control.
 NX0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NX0104.See file dsdata.txt to determine how the superseded data were derived.
 NX0104
 NX0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH305283(NAD 83)
 NX0104_MARKER: DB = BENCH MARK DISK
 NX0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NX0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NX0104_STAMPING: C 136 1934
 NX0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NX0104+STABILITY: SURFACE MOTION
 NX0104
 NX0104  HISTORY     - Date     Condition        Report By
 NX0104  HISTORY     - 1934     MONUMENTED       CGS
 NX0104
 NX0104                          STATION DESCRIPTION
 NX0104
 NX0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NX0104'4.7 MI N FROM BLITZEN.
 NX0104'ABOUT 4.7 MILES NORTH ALONG THE FRENCHGLEN ROAD FROM THE SCHOOLHOUSE
 NX0104'AT BLITZEN, HARNEY COUNTY, ABOUT 0.2 MILE SOUTH OF THE JUNCTION OF A
 NX0104'T-ROAD, ABOUT 100 FEET SOUTH OF A WOODEN CULVERT, AND 45 FEET WEST OF
 NX0104'THE ROAD.  A STANDARD DISK, STAMPED C 136 1934 AND SET IN THE TOP OF A
 NX0104'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0397 ***********************************************************************
 PA0397  DESIGNATION -  C 137
 PA0397  PID         -  PA0397
 PA0397  STATE/COUNTY-  OR/HARNEY
 PA0397  USGS QUAD   -  LAKE ON THE TRAIL (1980)
 PA0397
 PA0397                         *CURRENT SURVEY CONTROL
 PA0397  ___________________________________________________________________
 PA0397* NAD 83(1986)-  43 18 55.     (N)    119 33 32.     (W)     SCALED    
 PA0397* NAVD 88     -      1284.907  (meters)    4215.57   (feet)  ADJUSTED  
 PA0397  ___________________________________________________________________
 PA0397  GEOID HEIGHT-         -19.60  (meters)                     GEOID03
 PA0397  DYNAMIC HT  -        1284.255 (meters)    4213.43  (feet)  COMP
 PA0397  MODELED GRAV-     980,067.7   (mgal)                       NAVD 88
 PA0397
 PA0397  VERT ORDER  -  SECOND    CLASS 0
 PA0397
 PA0397.The horizontal coordinates were scaled from a topographic map and have
 PA0397.an estimated accuracy of +/- 6 seconds.
 PA0397
 PA0397.The orthometric height was determined by differential leveling
 PA0397.and adjusted in June 1991.
 PA0397
 PA0397.The geoid height was determined by GEOID03.
 PA0397
 PA0397.The dynamic height is computed by dividing the NAVD 88
 PA0397.geopotential number by the normal gravity value computed on the
 PA0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0397.degrees latitude (g = 980.6199 gals.).
 PA0397
 PA0397.The modeled gravity was interpolated from observed gravity values.
 PA0397
 PA0397;                    North         East    Units  Estimated Accuracy
 PA0397;SPC OR S     -   183,560.    1,576,340.      MT  (+/- 180 meters Scaled)
 PA0397
 PA0397                          SUPERSEDED SURVEY CONTROL
 PA0397
 PA0397  NGVD 29 (??/??/92) 1283.732  (m)         4211.71   (f) ADJ UNCH    2 0
 PA0397
 PA0397.Superseded values are not recommended for survey control.
 PA0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0397.See file dsdata.txt to determine how the superseded data were derived.
 PA0397
 PA0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKH924990(NAD 83)
 PA0397_MARKER: DB = BENCH MARK DISK
 PA0397_SETTING: 80 = SET IN A BOULDER
 PA0397_SP_SET: BOULDER
 PA0397_STAMPING: C 137 1934
 PA0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0397+STABILITY: SURFACE MOTION
 PA0397
 PA0397  HISTORY     - Date     Condition        Report By
 PA0397  HISTORY     - 1934     MONUMENTED       CGS
 PA0397  HISTORY     - 1976     GOOD             USGS
 PA0397
 PA0397                          STATION DESCRIPTION
 PA0397
 PA0397'DESCRIBED BY US GEOLOGICAL SURVEY 1976
 PA0397'11.1 MI NE FROM WAGONTIRE.
 PA0397'WAGONTIRE, 11.1 MILES NE OF ALONG U.S. HWY. 395, THEN 8.5 MILES EAST
 PA0397'ALONG BLADED ROAD, 0.95 MILE SE OF A FENCE X-ING, 0.7 MILE NW OF A
 PA0397'WINDMILL, ABOUT 0.05 MILE NORTH OF THE SE END OF A RIMROCK CLIFF, 158
 PA0397'FEET SOUTH OF POINT WHERE OLD IRRIGATION DITCH CROSSES ROAD, 84 FEET
 PA0397'SW OF CENTERLINE ROAD, 3 FEET SW OF A FENCE, A USC AND GS TABLET SET
 PA0397'ON A LEDGE OF A 5 X 3 FOOT BOULDER, 1 1/2 FEET BELOW TOP OF BOULDER
 PA0397'AND 1/2 FT ABOVE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0177 ***********************************************************************
 NZ0177  DESIGNATION -  C 139
 NZ0177  PID         -  NZ0177
 NZ0177  STATE/COUNTY-  OR/JACKSON
 NZ0177  USGS QUAD   -  ASHLAND (1996)
 NZ0177
 NZ0177                         *CURRENT SURVEY CONTROL
 NZ0177  ___________________________________________________________________
 NZ0177* NAD 83(1986)-  42 10 57.     (N)    122 39 21.     (W)     SCALED    
 NZ0177* NAVD 88     -       587.138  (meters)    1926.30   (feet)  ADJUSTED  
 NZ0177  ___________________________________________________________________
 NZ0177  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 NZ0177  DYNAMIC HT  -         586.865 (meters)    1925.41  (feet)  COMP
 NZ0177  MODELED GRAV-     980,138.8   (mgal)                       NAVD 88
 NZ0177
 NZ0177  VERT ORDER  -  FIRST     CLASS II
 NZ0177
 NZ0177.The horizontal coordinates were scaled from a topographic map and have
 NZ0177.an estimated accuracy of +/- 6 seconds.
 NZ0177
 NZ0177.The orthometric height was determined by differential leveling
 NZ0177.and adjusted in June 1991.
 NZ0177
 NZ0177.The geoid height was determined by GEOID03.
 NZ0177
 NZ0177.The dynamic height is computed by dividing the NAVD 88
 NZ0177.geopotential number by the normal gravity value computed on the
 NZ0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0177.degrees latitude (g = 980.6199 gals.).
 NZ0177
 NZ0177.The modeled gravity was interpolated from observed gravity values.
 NZ0177
 NZ0177;                    North         East    Units  Estimated Accuracy
 NZ0177;SPC OR S     -    59,590.    1,321,910.      MT  (+/- 180 meters Scaled)
 NZ0177
 NZ0177                          SUPERSEDED SURVEY CONTROL
 NZ0177
 NZ0177  NGVD 29 (??/??/92)  586.074  (m)         1922.81   (f) ADJ UNCH    1 2
 NZ0177
 NZ0177.Superseded values are not recommended for survey control.
 NZ0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0177.See file dsdata.txt to determine how the superseded data were derived.
 NZ0177
 NZ0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM284700(NAD 83)
 NZ0177_MARKER: DD = SURVEY DISK
 NZ0177_SETTING: 80 = SET IN A BOULDER
 NZ0177_SP_SET: BOULDER
 NZ0177_STAMPING: C 139
 NZ0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0177+STABILITY: SURFACE MOTION
 NZ0177
 NZ0177  HISTORY     - Date     Condition        Report By
 NZ0177  HISTORY     - UNK      MONUMENTED       DOD
 NZ0177  HISTORY     - 1954     GOOD             NGS
 NZ0177  HISTORY     - 1979     MARK NOT FOUND   LOCENG
 NZ0177
 NZ0177                          STATION DESCRIPTION
 NZ0177
 NZ0177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NZ0177'3.0 MI SE FROM ASHLAND.
 NZ0177'1.8 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 NZ0177'THE STATION AT ASHLAND, THENCE 1.2 MILES EAST ALONG STATE HIGHWAY 66,
 NZ0177'AT THE Y JUNCTION OF DEAD INDIAN ROAD, IN THE TOP OF THE APPROXIMATE
 NZ0177'CENTER OF A 6- BY 2 1/2-FOOT GRANITE BOULDER, 35 FEET SOUTHWEST OF THE
 NZ0177'CENTER LINE OF THE ROAD, 20 FEET NORTHEAST OF THE CENTER LINE OF THE
 NZ0177'HIGHWAY, ABOUT 1/2 FOOT LOWER THAN THE HIGHWAY, AND ABOUT 2 FEET
 NZ0177'HIGHER THAN THE ROAD.
 NZ0177
 NZ0177                          STATION RECOVERY (1979)
 NZ0177
 NZ0177'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 NZ0177'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1421 ***********************************************************************
 QE1421  TIDAL BM    -  This is a Tidal Bench Mark.
 QE1421  DESIGNATION -  C 13TH
 QE1421  PID         -  QE1421
 QE1421  STATE/COUNTY-  OR/LINCOLN
 QE1421  USGS QUAD   -  DEPOE BAY (1984)
 QE1421
 QE1421                         *CURRENT SURVEY CONTROL
 QE1421  ___________________________________________________________________
 QE1421* NAD 83(1986)-  44 48 35.     (N)    124 03 42.     (W)     SCALED    
 QE1421* NAVD 88     -         4.352  (meters)      14.28   (feet)  ADJUSTED  
 QE1421  ___________________________________________________________________
 QE1421  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 QE1421  DYNAMIC HT  -           4.352 (meters)      14.28  (feet)  COMP
 QE1421  MODELED GRAV-     980,617.9   (mgal)                       NAVD 88
 QE1421
 QE1421  VERT ORDER  -  FIRST     CLASS II
 QE1421
 QE1421.The horizontal coordinates were scaled from a topographic map and have
 QE1421.an estimated accuracy of +/- 6 seconds.
 QE1421
 QE1421.The orthometric height was determined by differential leveling
 QE1421.and adjusted in June 1991.
 QE1421
 QE1421.This Tidal Bench Mark is designated as VM 8852
 QE1421.by the Center for Operational Oceanographic Products and Services.
 QE1421
 QE1421.The geoid height was determined by GEOID03.
 QE1421
 QE1421.The dynamic height is computed by dividing the NAVD 88
 QE1421.geopotential number by the normal gravity value computed on the
 QE1421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1421.degrees latitude (g = 980.6199 gals.).
 QE1421
 QE1421.The modeled gravity was interpolated from observed gravity values.
 QE1421
 QE1421;                    North         East    Units  Estimated Accuracy
 QE1421;SPC OR N     -   133,230.    2,218,360.      MT  (+/- 180 meters Scaled)
 QE1421
 QE1421                          SUPERSEDED SURVEY CONTROL
 QE1421
 QE1421.No superseded survey control is available for this station.
 QE1421
 QE1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ160623(NAD 83)
 QE1421_MARKER: DJ = TIDAL STATION DISK
 QE1421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE1421_SP_SET: CONCRETE POST
 QE1421_STAMPING: C 13TH COAST GUARD
 QE1421_MARK LOGO: USCG  
 QE1421_PROJECTION: FLUSH
 QE1421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE1421+STABILITY: SURFACE MOTION
 QE1421_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QE1421+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2006
 QE1421
 QE1421  HISTORY     - Date     Condition        Report By
 QE1421  HISTORY     - UNK      MONUMENTED       USCG
 QE1421  HISTORY     - 1987     GOOD             NGS
 QE1421  HISTORY     - 20040626 MARK NOT FOUND   USPSQD
 QE1421  HISTORY     - 20050503 GOOD             USPSQD
 QE1421  HISTORY     - 20061007 GOOD             USPSQD
 QE1421
 QE1421                          STATION DESCRIPTION
 QE1421
 QE1421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QE1421'21.6 KM (13.40 MI) NORTH FROM NEWPORT.
 QE1421'20.8 KM (12.90 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM ITS
 QE1421'JUNCTION WITH U.S. HIGHWAY 20 IN NEWPORT, THENCE 0.5 KM (0.30 MI)
 QE1421'EASTERLY ALONG BAY STREET, THENCE 0.2 KM (0.10 MI) SOUTHWEST ALONG
 QE1421'COAST GUARD DRIVE, THENCE 0.1 KM (0.05 MI) SOUTH ALONG A PARKING LOT
 QE1421'AT THE DEPOE BAY COAST GUARD STATION, 19.4 M (63.6 FT) SOUTHWEST OF
 QE1421'THE SOUTHWEST CORNER OF THE BASE OF A FLAGPOLE, 3.2 M (10.5 FT) EAST
 QE1421'OF THE CENTER OF THE EAST DRIVEWAY TO THE PARKING LOT, AND 0.4 M (1.3
 QE1421'FT) SOUTH OF THE SOUTHWEST CORNER OF A FENCE AROUND THE COAST GUARD
 QE1421'STATION.
 QE1421'THE MARK IS ABOVE LEVEL WITH THE PARKING LOT.
 QE1421
 QE1421                          STATION RECOVERY (2004)
 QE1421
 QE1421'RECOVERY NOTE BY US POWER SQUADRON 2004 (REC)
 QE1421'COAST GUARDSMAN SUGGESTED IT WAS LOST IN CONSTRUCTION.
 QE1421
 QE1421                          STATION RECOVERY (2005)
 QE1421
 QE1421'RECOVERY NOTE BY US POWER SQUADRON 2005 (LLS)
 QE1421'RECOVERED IN GOOD CONDITION.
 QE1421
 QE1421                          STATION RECOVERY (2006)
 QE1421
 QE1421'RECOVERY NOTE BY US POWER SQUADRON 2006 (PS)
 QE1421'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1002 ***********************************************************************
 QD1002  DESIGNATION -  C 14
 QD1002  PID         -  QD1002
 QD1002  STATE/COUNTY-  OR/DESCHUTES
 QD1002  USGS QUAD   -  MT WASHINGTON (1988)
 QD1002
 QD1002                         *CURRENT SURVEY CONTROL
 QD1002  ___________________________________________________________________
 QD1002* NAD 83(1986)-  44 15 37.     (N)    121 48 07.     (W)     SCALED    
 QD1002* NAVD 88     -      1624.112  (meters)    5328.44   (feet)  POSTED    
 QD1002  ___________________________________________________________________
 QD1002  GEOID HEIGHT-         -20.82  (meters)                     GEOID03
 QD1002  DYNAMIC HT  -        1623.380 (meters)    5326.04  (feet)  COMP
 QD1002  MODELED GRAV-     980,110.0   (mgal)                       NAVD 88
 QD1002
 QD1002  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 QD1002
 QD1002.The horizontal coordinates were scaled from a topographic map and have
 QD1002.an estimated accuracy of +/- 6 seconds.
 QD1002
 QD1002.The orthometric height was determined by differential leveling
 QD1002.and adjusted by the  in 1992.
 QD1002.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 QD1002.rate of 1.1 thru 2.0 mm/km.
 QD1002
 QD1002.The geoid height was determined by GEOID03.
 QD1002
 QD1002.The dynamic height is computed by dividing the NAVD 88
 QD1002.geopotential number by the normal gravity value computed on the
 QD1002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1002.degrees latitude (g = 980.6199 gals.).
 QD1002
 QD1002.The modeled gravity was interpolated from observed gravity values.
 QD1002
 QD1002;                    North         East    Units  Estimated Accuracy
 QD1002;SPC OR S     -   288,930.    1,396,030.      MT  (+/- 180 meters Scaled)
 QD1002
 QD1002                          SUPERSEDED SURVEY CONTROL
 QD1002
 QD1002  NGVD 29 (??/??/92) 1622.850  (m)         5324.30   (f) ADJ UNCH    1 2
 QD1002
 QD1002.Superseded values are not recommended for survey control.
 QD1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1002.See file dsdata.txt to determine how the superseded data were derived.
 QD1002
 QD1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ956014(NAD 83)
 QD1002_MARKER: DD = SURVEY DISK
 QD1002_SETTING: 66 = SET IN ROCK OUTCROP
 QD1002_SP_SET: LAVA ROCK OUTCROP
 QD1002_STAMPING: C 14 26 5324
 QD1002_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QD1002+STABILITY: POSITION/ELEVATION WELL
 QD1002
 QD1002  HISTORY     - Date     Condition        Report By
 QD1002  HISTORY     - UNK      MONUMENTED       USFS
 QD1002  HISTORY     - 1943     GOOD             NGS
 QD1002
 QD1002                          STATION DESCRIPTION
 QD1002
 QD1002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QD1002'IN MCKENZIE PASS.
 QD1002'AT MCKENZIE PASS, DESCHUTES COUNTY, 228 FEET NORTHWEST OF THE CENTER
 QD1002'LINE OF ENTRANCE TO DEE WRIGHT MEMORIAL, 42.0 FEET NORTHEAST OF THE
 QD1002'CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF A LAVA ROCK OUTCROP
 QD1002'ABOUT 3.0 FEET ABOVE THE HIGHWAY, 5.0 FEET NORTH OF A WHITE REFERENCE
 QD1002'POST.  STAMPING C 14 26 5324.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0257 ***********************************************************************
 RD0257  DESIGNATION -  C 14
 RD0257  PID         -  RD0257
 RD0257  STATE/COUNTY-  OR/CLACKAMAS
 RD0257  USGS QUAD   -  CANBY (1985)
 RD0257
 RD0257                         *CURRENT SURVEY CONTROL
 RD0257  ___________________________________________________________________
 RD0257* NAD 83(1986)-  45 17 23.     (N)    122 39 27.     (W)     SCALED    
 RD0257* NAVD 88     -        32.113  (meters)     105.36   (feet)  POSTED    
 RD0257  ___________________________________________________________________
 RD0257  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 RD0257  DYNAMIC HT  -          32.110 (meters)     105.35  (feet)  COMP
 RD0257  MODELED GRAV-     980,609.5   (mgal)                       NAVD 88
 RD0257
 RD0257  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 RD0257
 RD0257.The horizontal coordinates were scaled from a topographic map and have
 RD0257.an estimated accuracy of +/- 6 seconds.
 RD0257
 RD0257.The orthometric height was determined by differential leveling
 RD0257.and adjusted by the  in 1992.
 RD0257.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 RD0257.rate of 0.0 thru 1.0 mm/km.
 RD0257
 RD0257.The geoid height was determined by GEOID03.
 RD0257
 RD0257.The dynamic height is computed by dividing the NAVD 88
 RD0257.geopotential number by the normal gravity value computed on the
 RD0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0257.degrees latitude (g = 980.6199 gals.).
 RD0257
 RD0257.The modeled gravity was interpolated from observed gravity values.
 RD0257
 RD0257;                    North         East    Units  Estimated Accuracy
 RD0257;SPC OR N     -   182,620.    2,330,790.      MT  (+/- 180 meters Scaled)
 RD0257
 RD0257                          SUPERSEDED SURVEY CONTROL
 RD0257
 RD0257  NGVD 29 (??/??/92)   31.052  (m)          101.88   (f) ADJ UNCH    1 2
 RD0257
 RD0257.Superseded values are not recommended for survey control.
 RD0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0257.See file dsdata.txt to determine how the superseded data were derived.
 RD0257
 RD0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER268151(NAD 83)
 RD0257_MARKER: DB = BENCH MARK DISK
 RD0257_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD0257_SP_SET: CULVERT
 RD0257_STAMPING: C 14 1920 ELEV 101.522 FT
 RD0257_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0257
 RD0257  HISTORY     - Date     Condition        Report By
 RD0257  HISTORY     - 1920     MONUMENTED       CGS
 RD0257  HISTORY     - 1934     GOOD             NGS
 RD0257
 RD0257                          STATION DESCRIPTION
 RD0257
 RD0257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RD0257'0.3 MI S FROM NEW ERA.
 RD0257'ABOUT 0.3 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM NEW
 RD0257'ERA, CLACKAMAS COUNTY AT THE NORTH END OF A LONG CURVE.  THE MOST
 RD0257'NORTHERLY OF TWO CULVERTS 150 FT. APART.  16 FEET NORTH OF A DRAIN
 RD0257'TUNNEL IN THE WEST HEAD WALL, 14.5 FEET FROM CENTER LINE OF THE TRACK.
 RD0257'A STANDARD DISK STAMPED C 14 1920 ELEV 101.522 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1000 ***********************************************************************
 QD1000  DESIGNATION -  C 15
 QD1000  PID         -  QD1000
 QD1000  STATE/COUNTY-  OR/LANE
 QD1000  USGS QUAD   -  MT WASHINGTON (1988)
 QD1000
 QD1000                         *CURRENT SURVEY CONTROL
 QD1000  ___________________________________________________________________
 QD1000* NAD 83(1986)-  44 15 03.     (N)    121 49 39.     (W)     SCALED    
 QD1000* NAVD 88     -      1584.252  (meters)    5197.67   (feet)  POSTED    
 QD1000  ___________________________________________________________________
 QD1000  GEOID HEIGHT-         -20.84  (meters)                     GEOID03
 QD1000  DYNAMIC HT  -        1583.540 (meters)    5195.33  (feet)  COMP
 QD1000  MODELED GRAV-     980,110.3   (mgal)                       NAVD 88
 QD1000
 QD1000  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 QD1000
 QD1000.The horizontal coordinates were scaled from a topographic map and have
 QD1000.an estimated accuracy of +/- 6 seconds.
 QD1000
 QD1000.The orthometric height was determined by differential leveling
 QD1000.and adjusted by the  in 1992.
 QD1000.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 QD1000.rate of 1.1 thru 2.0 mm/km.
 QD1000
 QD1000.The geoid height was determined by GEOID03.
 QD1000
 QD1000.The dynamic height is computed by dividing the NAVD 88
 QD1000.geopotential number by the normal gravity value computed on the
 QD1000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1000.degrees latitude (g = 980.6199 gals.).
 QD1000
 QD1000.The modeled gravity was interpolated from observed gravity values.
 QD1000
 QD1000;                    North         East    Units  Estimated Accuracy
 QD1000;SPC OR S     -   287,920.    1,393,970.      MT  (+/- 180 meters Scaled)
 QD1000
 QD1000                          SUPERSEDED SURVEY CONTROL
 QD1000
 QD1000  NGVD 29 (??/??/92) 1582.983  (m)         5193.50   (f) ADJ UNCH    1 2
 QD1000
 QD1000.Superseded values are not recommended for survey control.
 QD1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1000.See file dsdata.txt to determine how the superseded data were derived.
 QD1000
 QD1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ936004(NAD 83)
 QD1000_MARKER: DD = SURVEY DISK
 QD1000_SETTING: 66 = SET IN ROCK OUTCROP
 QD1000_SP_SET: LAVA ROCK OUTCROP
 QD1000_STAMPING: C 15 26
 QD1000_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QD1000+STABILITY: POSITION/ELEVATION WELL
 QD1000
 QD1000  HISTORY     - Date     Condition        Report By
 QD1000  HISTORY     - UNK      MONUMENTED       USFS
 QD1000  HISTORY     - 1943     GOOD             NGS
 QD1000
 QD1000                          STATION DESCRIPTION
 QD1000
 QD1000'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QD1000'1.5 MI SW FROM MCKENZIE PASS.
 QD1000'ABOUT 1.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 28 FROM MCKENZIE PASS,
 QD1000'DESCHUTES COUNTY, SET IN THE TOP OF A LAVA ROCK OUTCROP AT A SMALL
 QD1000'PARKING SPACE, 23.0 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 2.0
 QD1000'FEET NORTHEAST OF A WHITE REFERENCE POST.  STAMPING C 15 26.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0709 ***********************************************************************
 QD0709  DESIGNATION -  C 15=2857
 QD0709  PID         -  QD0709
 QD0709  STATE/COUNTY-  OR/JEFFERSON
 QD0709  USGS QUAD   -  OPAL CITY (1992)
 QD0709
 QD0709                         *CURRENT SURVEY CONTROL
 QD0709  ___________________________________________________________________
 QD0709* NAD 83(1986)-  44 26 38.     (N)    121 12 45.     (W)     SCALED    
 QD0709* NAVD 88     -       871.797  (meters)    2860.22   (feet)  ADJUSTED  
 QD0709  ___________________________________________________________________
 QD0709  GEOID HEIGHT-         -21.17  (meters)                     GEOID03
 QD0709  DYNAMIC HT  -         871.544 (meters)    2859.39  (feet)  COMP
 QD0709  MODELED GRAV-     980,297.6   (mgal)                       NAVD 88
 QD0709
 QD0709  VERT ORDER  -  SECOND    CLASS 0
 QD0709
 QD0709.The horizontal coordinates were scaled from a topographic map and have
 QD0709.an estimated accuracy of +/- 6 seconds.
 QD0709
 QD0709.The orthometric height was determined by differential leveling
 QD0709.and adjusted in June 1991.
 QD0709
 QD0709.The geoid height was determined by GEOID03.
 QD0709
 QD0709.The dynamic height is computed by dividing the NAVD 88
 QD0709.geopotential number by the normal gravity value computed on the
 QD0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0709.degrees latitude (g = 980.6199 gals.).
 QD0709
 QD0709.The modeled gravity was interpolated from observed gravity values.
 QD0709
 QD0709;                    North         East    Units  Estimated Accuracy
 QD0709;SPC OR N     -    86,620.    2,443,280.      MT  (+/- 180 meters Scaled)
 QD0709
 QD0709                          SUPERSEDED SURVEY CONTROL
 QD0709
 QD0709  NGVD 29 (??/??/92)  870.710  (m)         2856.65   (f) ADJ UNCH    2 0
 QD0709
 QD0709.Superseded values are not recommended for survey control.
 QD0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0709.See file dsdata.txt to determine how the superseded data were derived.
 QD0709
 QD0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ422227(NAD 83)
 QD0709_MARKER: DD = SURVEY DISK
 QD0709_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QD0709_SP_SET: FOOTING
 QD0709_STAMPING: 2857-C 15 1926
 QD0709_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0709
 QD0709  HISTORY     - Date     Condition        Report By
 QD0709  HISTORY     - 1926     MONUMENTED       PG+E
 QD0709  HISTORY     - 1934     GOOD             NGS
 QD0709  HISTORY     - 1985     GOOD             USPSQD
 QD0709
 QD0709                          STATION DESCRIPTION
 QD0709
 QD0709'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QD0709'IN OPAL CITY.
 QD0709'ALONG THE RIGHT OF WAY OF O.T. RY, 250 FEET SOUTHEAST OF THE STATION
 QD0709'BUILDING, ON THE SOUTHWEST CORNER OF THE SOUTHWEST CONCRETE FOOTING
 QD0709'FOR RAILROAD WATER TANK.
 QD0709
 QD0709                          STATION RECOVERY (1985)
 QD0709
 QD0709'RECOVERY NOTE BY US POWER SQUADRON 1985
 QD0709'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0998 ***********************************************************************
 QD0998  DESIGNATION -  C 16
 QD0998  PID         -  QD0998
 QD0998  STATE/COUNTY-  OR/LANE
 QD0998  USGS QUAD   -  NORTH SISTER (1988)
 QD0998
 QD0998                         *CURRENT SURVEY CONTROL
 QD0998  ___________________________________________________________________
 QD0998* NAD 83(1986)-  44 14 25.     (N)    121 51 14.     (W)     SCALED    
 QD0998* NAVD 88     -      1536.204  (meters)    5040.03   (feet)  POSTED    
 QD0998  ___________________________________________________________________
 QD0998  GEOID HEIGHT-         -20.89  (meters)                     GEOID03
 QD0998  DYNAMIC HT  -        1535.530 (meters)    5037.82  (feet)  COMP
 QD0998  MODELED GRAV-     980,125.2   (mgal)                       NAVD 88
 QD0998
 QD0998  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 QD0998
 QD0998.The horizontal coordinates were scaled from a topographic map and have
 QD0998.an estimated accuracy of +/- 6 seconds.
 QD0998
 QD0998.The orthometric height was determined by differential leveling
 QD0998.and adjusted by the  in 1992.
 QD0998.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 QD0998.rate of 1.1 thru 2.0 mm/km.
 QD0998
 QD0998.The geoid height was determined by GEOID03.
 QD0998
 QD0998.The dynamic height is computed by dividing the NAVD 88
 QD0998.geopotential number by the normal gravity value computed on the
 QD0998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0998.degrees latitude (g = 980.6199 gals.).
 QD0998
 QD0998.The modeled gravity was interpolated from observed gravity values.
 QD0998
 QD0998;                    North         East    Units  Estimated Accuracy
 QD0998;SPC OR S     -   286,780.    1,391,850.      MT  (+/- 180 meters Scaled)
 QD0998
 QD0998                          SUPERSEDED SURVEY CONTROL
 QD0998
 QD0998  NGVD 29 (??/??/92) 1534.956  (m)         5035.93   (f) ADJ UNCH    1 2
 QD0998
 QD0998.Superseded values are not recommended for survey control.
 QD0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0998.See file dsdata.txt to determine how the superseded data were derived.
 QD0998
 QD0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP915991(NAD 83)
 QD0998_MARKER: DD = SURVEY DISK
 QD0998_SETTING: 80 = SET IN A BOULDER
 QD0998_SP_SET: LAVA BOULDER
 QD0998_STAMPING: 16 26
 QD0998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0998+STABILITY: SURFACE MOTION
 QD0998
 QD0998  HISTORY     - Date     Condition        Report By
 QD0998  HISTORY     - UNK      MONUMENTED       USFS
 QD0998  HISTORY     - 1943     GOOD             NGS
 QD0998
 QD0998                          STATION DESCRIPTION
 QD0998
 QD0998'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QD0998'3.15 MI SW FROM MCKENZIE PASS.
 QD0998'ABOUT 3.15 MILES SOUTHWEST ALONG U.S. HIGHWAY 28 FROM MCKENZIE PASS,
 QD0998'DESCHUTES COUNTY, 46.0 FEET NORTHWEST OF THE CENTER LINE OF THE
 QD0998'HIGHWAY, SET IN THE TOP OF A LARGE LAVA BOULDER, 9.0 FEET NORTHWEST OF
 QD0998'A WHITE REFERENCE POST.  STAMPING 16 26.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0714 ***********************************************************************
 QD0714  DESIGNATION -  C 16=2746
 QD0714  PID         -  QD0714
 QD0714  STATE/COUNTY-  OR/JEFFERSON
 QD0714  USGS QUAD   -  OPAL CITY (1992)
 QD0714
 QD0714                         *CURRENT SURVEY CONTROL
 QD0714  ___________________________________________________________________
 QD0714* NAD 83(1986)-  44 23 32.     (N)    121 11 36.     (W)     SCALED    
 QD0714* NAVD 88     -       838.071  (meters)    2749.57   (feet)  ADJUSTED  
 QD0714  ___________________________________________________________________
 QD0714  GEOID HEIGHT-         -21.15  (meters)                     GEOID03
 QD0714  DYNAMIC HT  -         837.816 (meters)    2748.73  (feet)  COMP
 QD0714  MODELED GRAV-     980,286.2   (mgal)                       NAVD 88
 QD0714
 QD0714  VERT ORDER  -  SECOND    CLASS 0
 QD0714
 QD0714.The horizontal coordinates were scaled from a topographic map and have
 QD0714.an estimated accuracy of +/- 6 seconds.
 QD0714
 QD0714.The orthometric height was determined by differential leveling
 QD0714.and adjusted in June 1991.
 QD0714.WARNING-Repeat measurements at this control monument indicate possible
 QD0714.vertical movement.
 QD0714
 QD0714.The geoid height was determined by GEOID03.
 QD0714
 QD0714.The dynamic height is computed by dividing the NAVD 88
 QD0714.geopotential number by the normal gravity value computed on the
 QD0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0714.degrees latitude (g = 980.6199 gals.).
 QD0714
 QD0714.The modeled gravity was interpolated from observed gravity values.
 QD0714
 QD0714;                    North         East    Units  Estimated Accuracy
 QD0714;SPC OR N     -    80,860.    2,444,760.      MT  (+/- 180 meters Scaled)
 QD0714
 QD0714                          SUPERSEDED SURVEY CONTROL
 QD0714
 QD0714  NGVD 29 (??/??/92)  836.917  (m)         2745.79   (f) ADJ UNCH    2 0
 QD0714
 QD0714.Superseded values are not recommended for survey control.
 QD0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0714.See file dsdata.txt to determine how the superseded data were derived.
 QD0714
 QD0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ438170(NAD 83)
 QD0714_MARKER: DD = SURVEY DISK
 QD0714_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QD0714_SP_SET: CONCRETE CURBING
 QD0714_STAMPING: 2746-C 16 1926
 QD0714_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0714_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QD0714+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2002
 QD0714
 QD0714  HISTORY     - Date     Condition        Report By
 QD0714  HISTORY     - 1926     MONUMENTED       ORDT
 QD0714  HISTORY     - 1934     GOOD             NGS
 QD0714  HISTORY     - 20020810 GOOD             USPSQD
 QD0714  HISTORY     - 20070610 GOOD             GEOCAC
 QD0714
 QD0714                          STATION DESCRIPTION
 QD0714
 QD0714'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QD0714'3.4 MI N FROM TERREBONNE.
 QD0714'ALONG THE DALLES-CALIFORNIA HIGHWAY, FROM STATION ON A HIGHWAY BRIDGE
 QD0714'OVER CROOKED RIVER, ON THE SOUTHEAST END OF STEEL AND CONCRETE BRIDGE,
 QD0714'ON SOUTHWEST SIDE OF HIGHWAY, SET ON CONCRETE CURBING.
 QD0714
 QD0714                          STATION RECOVERY (2002)
 QD0714
 QD0714'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 QD0714'ON OLD HIGHWAY BRIDGE. TO REACH FROM TERREBONE, GO NORTH ON HIGHWAY 97
 QD0714'3.3 MILES TO PETER SKENE OGDEN PARK.
 QD0714'GO THROUGH PARK TO CROOKED RIVER GORGE VIEWPOINT AND SOUTH END OF THE
 QD0714'OLD BRIDGE.
 QD0714' 
 QD0714
 QD0714                          STATION RECOVERY (2007)
 QD0714
 QD0714'RECOVERY NOTE BY GEOCACHING 2007 (JLH)
 QD0714'SW CURBING CORNER OF NOW PEDESTRIAN BRIDGE SPANING CROOKED RIVER
 QD0714'GORGE. ACCESS FROM PARKING LOT AT PETER SKENE OGDEN STATE PARK HWY 97.
 QD0714' 
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0996 ***********************************************************************
 QD0996  DESIGNATION -  C 17
 QD0996  PID         -  QD0996
 QD0996  STATE/COUNTY-  OR/LANE
 QD0996  USGS QUAD   -  NORTH SISTER (1988)
 QD0996
 QD0996                         *CURRENT SURVEY CONTROL
 QD0996  ___________________________________________________________________
 QD0996* NAD 83(1986)-  44 13 33.     (N)    121 52 14.     (W)     SCALED    
 QD0996* NAVD 88     -      1467.495  (meters)    4814.61   (feet)  POSTED    
 QD0996  ___________________________________________________________________
 QD0996  GEOID HEIGHT-         -20.92  (meters)                     GEOID03
 QD0996  DYNAMIC HT  -        1466.870 (meters)    4812.56  (feet)  COMP
 QD0996  MODELED GRAV-     980,138.4   (mgal)                       NAVD 88
 QD0996
 QD0996  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 QD0996
 QD0996.The horizontal coordinates were scaled from a topographic map and have
 QD0996.an estimated accuracy of +/- 6 seconds.
 QD0996
 QD0996.The orthometric height was determined by differential leveling
 QD0996.and adjusted by the  in 1992.
 QD0996.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 QD0996.rate of 1.1 thru 2.0 mm/km.
 QD0996
 QD0996.The geoid height was determined by GEOID03.
 QD0996
 QD0996.The dynamic height is computed by dividing the NAVD 88
 QD0996.geopotential number by the normal gravity value computed on the
 QD0996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0996.degrees latitude (g = 980.6199 gals.).
 QD0996
 QD0996.The modeled gravity was interpolated from observed gravity values.
 QD0996
 QD0996;                    North         East    Units  Estimated Accuracy
 QD0996;SPC OR S     -   285,190.    1,390,490.      MT  (+/- 180 meters Scaled)
 QD0996
 QD0996                          SUPERSEDED SURVEY CONTROL
 QD0996
 QD0996  NGVD 29 (??/??/92) 1466.260  (m)         4810.55   (f) ADJ UNCH    1 2
 QD0996
 QD0996.Superseded values are not recommended for survey control.
 QD0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0996.See file dsdata.txt to determine how the superseded data were derived.
 QD0996
 QD0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP902975(NAD 83)
 QD0996_MARKER: DD = SURVEY DISK
 QD0996_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 QD0996_SP_SET: UNSP ROCK
 QD0996_STAMPING: C 17 26 4810.4
 QD0996_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QD0996
 QD0996  HISTORY     - Date     Condition        Report By
 QD0996  HISTORY     - UNK      MONUMENTED       USFS
 QD0996  HISTORY     - 1943     GOOD             NGS
 QD0996
 QD0996                          STATION DESCRIPTION
 QD0996
 QD0996'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QD0996'4.7 MI SW FROM MCKENZIE PASS.
 QD0996'ABOUT 4.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 28 FROM MCKENZIE PASS,
 QD0996'DESCHUTES COUNTY, 0.1 MILE NORTH OF A WOODEN BRIDGE, 72.0 FEET
 QD0996'SOUTHWEST OF THE SOUTHWEST CORNER OF AN OREGON STATE HIGHWAY
 QD0996'DEPARTMENT STORM SHELTER, AT THE NORTHEAST END OF A BORROW PIT, IN THE
 QD0996'TOP OF A ROCK, 39.0 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 QD0996'2.0 FEET NORTH OF A WHITE REFERENCE POST.  STAMPING C 17 26 4810.4.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0025 ***********************************************************************
 NY0025  DESIGNATION -  C 17
 NY0025  PID         -  NY0025
 NY0025  STATE/COUNTY-  OR/LAKE
 NY0025  USGS QUAD   -  COGLAN BUTTES SE (1966)
 NY0025
 NY0025                         *CURRENT SURVEY CONTROL
 NY0025  ___________________________________________________________________
 NY0025* NAD 83(1986)-  42 33 16.     (N)    120 15 15.     (W)     SCALED    
 NY0025* NAVD 88     -      1298.472  (meters)    4260.07   (feet)  ADJUSTED  
 NY0025  ___________________________________________________________________
 NY0025  GEOID HEIGHT-         -20.59  (meters)                     GEOID03
 NY0025  DYNAMIC HT  -        1297.703 (meters)    4257.55  (feet)  COMP
 NY0025  MODELED GRAV-     979,984.2   (mgal)                       NAVD 88
 NY0025
 NY0025  VERT ORDER  -  FIRST     CLASS II
 NY0025
 NY0025.The horizontal coordinates were scaled from a topographic map and have
 NY0025.an estimated accuracy of +/- 6 seconds.
 NY0025
 NY0025.The orthometric height was determined by differential leveling
 NY0025.and adjusted in June 1991.
 NY0025
 NY0025.The geoid height was determined by GEOID03.
 NY0025
 NY0025.The dynamic height is computed by dividing the NAVD 88
 NY0025.geopotential number by the normal gravity value computed on the
 NY0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0025.degrees latitude (g = 980.6199 gals.).
 NY0025
 NY0025.The modeled gravity was interpolated from observed gravity values.
 NY0025
 NY0025;                    North         East    Units  Estimated Accuracy
 NY0025;SPC OR S     -    98,650.    1,520,190.      MT  (+/- 180 meters Scaled)
 NY0025
 NY0025                          SUPERSEDED SURVEY CONTROL
 NY0025
 NY0025  NGVD 29 (??/??/92) 1297.314  (m)         4256.27   (f) ADJ UNCH    1 2
 NY0025
 NY0025.Superseded values are not recommended for survey control.
 NY0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0025.See file dsdata.txt to determine how the superseded data were derived.
 NY0025
 NY0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGN254149(NAD 83)
 NY0025_MARKER: DB = BENCH MARK DISK
 NY0025_SETTING: 66 = SET IN ROCK OUTCROP
 NY0025_SP_SET: BEDROCK
 NY0025_STAMPING: C 17 1920
 NY0025_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NY0025+STABILITY: POSITION/ELEVATION WELL
 NY0025
 NY0025  HISTORY     - Date     Condition        Report By
 NY0025  HISTORY     - 1920     MONUMENTED       CGS
 NY0025
 NY0025                          STATION DESCRIPTION
 NY0025
 NY0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1920
 NY0025'2.6 MI NE FROM VALLEY FALLS.
 NY0025'2.6 MILES NORTHEAST ALONG THE FREMONT HIGHWAY, (U.S. 395) FROM THE
 NY0025'JUNCTION OF STATE HIGHWAY 31 AT VALLEY FALLS, LAKE COUNTY, THENCE
 NY0025'ABOUT 3 MILES NORTH ALONG THE ALKALI LAKE ROAD.  ABOUT 2-3/4 MILES
 NY0025'NORTH OF HOTCHKISS RANCH, ON THE WEST SHORE OF LAKE ABERT, 165 FEET
 NY0025'EAST OF THE ROAD, 20 FEET WEST OF THE HIGH WATERLINE OF THE LAKE, NEAR
 NY0025'A SMALL CAIRN, AND IN BEDROCK.  A STANDARD DISK, STAMPED C 17 1920.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0994 ***********************************************************************
 QD0994  DESIGNATION -  C 18
 QD0994  PID         -  QD0994
 QD0994  STATE/COUNTY-  OR/LANE
 QD0994  USGS QUAD   -  NORTH SISTER (1988)
 QD0994
 QD0994                         *CURRENT SURVEY CONTROL
 QD0994  ___________________________________________________________________
 QD0994* NAD 83(1986)-  44 12 13.     (N)    121 52 32.     (W)     SCALED    
 QD0994* NAVD 88     -      1448.654  (meters)    4752.79   (feet)  POSTED    
 QD0994  ___________________________________________________________________
 QD0994  GEOID HEIGHT-         -20.91  (meters)                     GEOID03
 QD0994  DYNAMIC HT  -        1448.030 (meters)    4750.75  (feet)  COMP
 QD0994  MODELED GRAV-     980,138.6   (mgal)                       NAVD 88
 QD0994
 QD0994  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 QD0994
 QD0994.The horizontal coordinates were scaled from a topographic map and have
 QD0994.an estimated accuracy of +/- 6 seconds.
 QD0994
 QD0994.The orthometric height was determined by differential leveling
 QD0994.and adjusted by the  in 1992.
 QD0994.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 QD0994.rate of 1.1 thru 2.0 mm/km.
 QD0994
 QD0994.The geoid height was determined by GEOID03.
 QD0994
 QD0994.The dynamic height is computed by dividing the NAVD 88
 QD0994.geopotential number by the normal gravity value computed on the
 QD0994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0994.degrees latitude (g = 980.6199 gals.).
 QD0994
 QD0994.The modeled gravity was interpolated from observed gravity values.
 QD0994
 QD0994;                    North         East    Units  Estimated Accuracy
 QD0994;SPC OR S     -   282,730.    1,390,050.      MT  (+/- 180 meters Scaled)
 QD0994
 QD0994                          SUPERSEDED SURVEY CONTROL
 QD0994
 QD0994  NGVD 29 (??/??/92) 1447.417  (m)         4748.73   (f) ADJ UNCH    1 2
 QD0994
 QD0994.Superseded values are not recommended for survey control.
 QD0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0994.See file dsdata.txt to determine how the superseded data were derived.
 QD0994
 QD0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP898951(NAD 83)
 QD0994_MARKER: DB = BENCH MARK DISK
 QD0994_SETTING: 80 = SET IN A BOULDER
 QD0994_SP_SET: BOULDER
 QD0994_STAMPING: 18 26
 QD0994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0994+STABILITY: SURFACE MOTION
 QD0994
 QD0994  HISTORY     - Date     Condition        Report By
 QD0994  HISTORY     - UNK      MONUMENTED       USGS
 QD0994  HISTORY     - 1943     GOOD             NGS
 QD0994  HISTORY     - 1981     GOOD             LOCSUR
 QD0994
 QD0994                          STATION DESCRIPTION
 QD0994
 QD0994'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QD0994'6.4 MI SW FROM MCKENZIE PASS.
 QD0994'ABOUT 6.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 28 FROM MCKENZIE PASS,
 QD0994'DESCHUTES COUNTY, 132.0 FEET SOUTHWEST OF WEST END OF A SIGN FROG
 QD0994'CAMP, 82.0 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP
 QD0994'OF A BOULDER ABOUT 2.0 FEET ABOVE GROUND, 2.5 FEET NORTH OF A WHITE
 QD0994'REFERENCE POST.  STAMPING 18 26.
 QD0994
 QD0994                          STATION RECOVERY (1981)
 QD0994
 QD0994'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 QD0994'ABOUT 6.5 MILES SOUTHWEST OF MC KENZIE PASS ON THE MC KENZIE HIGHWAY,
 QD0994'132 FEET SOUTHWEST OF FROG CAMP SIGN, 82 FEET WEST OF HIGHWAY, IN THE
 QD0994'TOP OF A BOULDER ABOUT 2 FEET ABOVE THE GROUND IS A DISK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0435 ***********************************************************************
 PA0435  DESIGNATION -  C 18
 PA0435  PID         -  PA0435
 PA0435  STATE/COUNTY-  OR/HARNEY
 PA0435  USGS QUAD   -  HAY LAKE (1980)
 PA0435
 PA0435                         *CURRENT SURVEY CONTROL
 PA0435  ___________________________________________________________________
 PA0435* NAD 83(1986)-  43 23 38.     (N)    119 51 21.     (W)     SCALED    
 PA0435* NAVD 88     -      1456.732  (meters)    4779.29   (feet)  ADJUSTED  
 PA0435  ___________________________________________________________________
 PA0435  GEOID HEIGHT-         -19.60  (meters)                     GEOID03
 PA0435  DYNAMIC HT  -        1455.953 (meters)    4776.74  (feet)  COMP
 PA0435  MODELED GRAV-     980,034.1   (mgal)                       NAVD 88
 PA0435
 PA0435  VERT ORDER  -  FIRST     CLASS II
 PA0435
 PA0435.The horizontal coordinates were scaled from a topographic map and have
 PA0435.an estimated accuracy of +/- 6 seconds.
 PA0435
 PA0435.The orthometric height was determined by differential leveling
 PA0435.and adjusted in June 1991.
 PA0435
 PA0435.The geoid height was determined by GEOID03.
 PA0435
 PA0435.The dynamic height is computed by dividing the NAVD 88
 PA0435.geopotential number by the normal gravity value computed on the
 PA0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0435.degrees latitude (g = 980.6199 gals.).
 PA0435
 PA0435.The modeled gravity was interpolated from observed gravity values.
 PA0435
 PA0435;                    North         East    Units  Estimated Accuracy
 PA0435;SPC OR S     -   192,070.    1,552,180.      MT  (+/- 180 meters Scaled)
 PA0435
 PA0435                          SUPERSEDED SURVEY CONTROL
 PA0435
 PA0435  NGVD 29 (??/??/92) 1455.485  (m)         4775.20   (f) ADJ UNCH    1 2
 PA0435
 PA0435.Superseded values are not recommended for survey control.
 PA0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0435.See file dsdata.txt to determine how the superseded data were derived.
 PA0435
 PA0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKJ687085(NAD 83)
 PA0435_MARKER: DB = BENCH MARK DISK
 PA0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PA0435_STAMPING: C 18 1920
 PA0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0435+STABILITY: SURFACE MOTION
 PA0435
 PA0435  HISTORY     - Date     Condition        Report By
 PA0435  HISTORY     - 1920     MONUMENTED       CGS
 PA0435  HISTORY     - 1976     GOOD             USGS
 PA0435
 PA0435                          STATION DESCRIPTION
 PA0435
 PA0435'DESCRIBED BY US GEOLOGICAL SURVEY 1976
 PA0435'11.8 MI E FROM WAGONTIRE.
 PA0435'WAGONTIRE, 2.2 MILES NE OF ALONG U.S. HWY 395, THEN 9.6 MILES NORTH ON
 PA0435'BLADED ROAD, ABOUT 0.25 MILE SOUTH OF THE NW CORNER OF SECTION
 PA0435'21/T25S/R24E, ABOUT 700 FEET EAST OF AND ACROSS ROAD FROM A CORRAL, 39
 PA0435'FEET NE OF JUNCTION WITH SIDEROAD LEADING WEST, 13 FEET EAST OF
 PA0435'CENTERLINE ROAD, 4 FEET EAST OF A FENCE CORNER, 1 FT SOUTH OF A FENCE,
 PA0435'A USC AND GS TABLET SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 PA0435'0.1 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0992 ***********************************************************************
 QD0992  DESIGNATION -  C 19
 QD0992  PID         -  QD0992
 QD0992  STATE/COUNTY-  OR/LANE
 QD0992  USGS QUAD   -  LINTON LAKE (1988)
 QD0992
 QD0992                         *CURRENT SURVEY CONTROL
 QD0992  ___________________________________________________________________
 QD0992* NAD 83(1986)-  44 11 20.     (N)    121 53 16.     (W)     SCALED    
 QD0992* NAVD 88     -      1373.535  (meters)    4506.34   (feet)  POSTED    
 QD0992  ___________________________________________________________________
 QD0992  GEOID HEIGHT-         -20.95  (meters)                     GEOID03
 QD0992  DYNAMIC HT  -        1372.950 (meters)    4504.42  (feet)  COMP
 QD0992  MODELED GRAV-     980,146.6   (mgal)                       NAVD 88
 QD0992
 QD0992  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 QD0992
 QD0992.The horizontal coordinates were scaled from a topographic map and have
 QD0992.an estimated accuracy of +/- 6 seconds.
 QD0992
 QD0992.The orthometric height was determined by differential leveling
 QD0992.and adjusted by the  in 1992.
 QD0992.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 QD0992.rate of 2.1 thru 3.0 mm/km.
 QD0992
 QD0992.The geoid height was determined by GEOID03.
 QD0992
 QD0992.The dynamic height is computed by dividing the NAVD 88
 QD0992.geopotential number by the normal gravity value computed on the
 QD0992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0992.degrees latitude (g = 980.6199 gals.).
 QD0992
 QD0992.The modeled gravity was interpolated from observed gravity values.
 QD0992
 QD0992;                    North         East    Units  Estimated Accuracy
 QD0992;SPC OR S     -   281,110.    1,389,050.      MT  (+/- 180 meters Scaled)
 QD0992
 QD0992                          SUPERSEDED SURVEY CONTROL
 QD0992
 QD0992  NGVD 29 (??/??/92) 1372.299  (m)         4502.28   (f) ADJ UNCH    1 2
 QD0992
 QD0992.Superseded values are not recommended for survey control.
 QD0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0992.See file dsdata.txt to determine how the superseded data were derived.
 QD0992
 QD0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP888934(NAD 83)
 QD0992_MARKER: DD = SURVEY DISK
 QD0992_SETTING: 80 = SET IN A BOULDER
 QD0992_SP_SET: BOULDER
 QD0992_STAMPING: 19 26
 QD0992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0992+STABILITY: SURFACE MOTION
 QD0992
 QD0992  HISTORY     - Date     Condition        Report By
 QD0992  HISTORY     - UNK      MONUMENTED       USGS
 QD0992  HISTORY     - 1943     GOOD             NGS
 QD0992  HISTORY     - 1981     GOOD             LOCSUR
 QD0992
 QD0992                          STATION DESCRIPTION
 QD0992
 QD0992'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QD0992'8.05 MI SW FROM MCKENZIE PASS.
 QD0992'ABOUT 8.05 MILES SOUTHWEST ALONG U.S. HIGHWAY 28 FROM MCKENZIE PASS,
 QD0992'DESCHUTES COUNTY, AT THE EAST END AND ON THE INSIDE OF A SHARP CURVE,
 QD0992'21.0 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF A
 QD0992'BOULDER.  STAMPING 19 26.
 QD0992
 QD0992                          STATION RECOVERY (1981)
 QD0992
 QD0992'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 QD0992'ABOUT 8.15 MILES SOUTHWEST OF MC KENZIE PASS ON THE MC KENZIE
 QD0992'HIGHWAY, EAST END AND ON INSIDE OF A SHARP CURVE, 21 FEET NORTH OF
 QD0992'THE HIGHWAY TOP OF BOULDER IS A DISK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0646 ***********************************************************************
 QE0646  DESIGNATION -  C 192
 QE0646  PID         -  QE0646
 QE0646  STATE/COUNTY-  OR/BENTON
 QE0646  USGS QUAD   -  CORVALLIS (1986)
 QE0646
 QE0646                         *CURRENT SURVEY CONTROL
 QE0646  ___________________________________________________________________
 QE0646* NAD 83(1986)-  44 32 00.     (N)    123 15 59.     (W)     SCALED    
 QE0646* NAVD 88     -        72.270  (meters)     237.11   (feet)  ADJUSTED  
 QE0646  ___________________________________________________________________
 QE0646  GEOID HEIGHT-         -22.71  (meters)                     GEOID03
 QE0646  DYNAMIC HT  -          72.266 (meters)     237.09  (feet)  COMP
 QE0646  MODELED GRAV-     980,555.6   (mgal)                       NAVD 88
 QE0646
 QE0646  VERT ORDER  -  FIRST     CLASS II
 QE0646
 QE0646.The horizontal coordinates were scaled from a topographic map and have
 QE0646.an estimated accuracy of +/- 6 seconds.
 QE0646
 QE0646.The orthometric height was determined by differential leveling
 QE0646.and adjusted in June 1991.
 QE0646
 QE0646.The geoid height was determined by GEOID03.
 QE0646
 QE0646.The dynamic height is computed by dividing the NAVD 88
 QE0646.geopotential number by the normal gravity value computed on the
 QE0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0646.degrees latitude (g = 980.6199 gals.).
 QE0646
 QE0646.The modeled gravity was interpolated from observed gravity values.
 QE0646
 QE0646;                    North         East    Units  Estimated Accuracy
 QE0646;SPC OR N     -   100,070.    2,280,170.      MT  (+/- 180 meters Scaled)
 QE0646
 QE0646                          SUPERSEDED SURVEY CONTROL
 QE0646
 QE0646  NGVD 29 (??/??/92)   71.258  (m)          233.79   (f) ADJ UNCH    1 2
 QE0646
 QE0646.Superseded values are not recommended for survey control.
 QE0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0646.See file dsdata.txt to determine how the superseded data were derived.
 QE0646
 QE0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ788311(NAD 83)
 QE0646_MARKER: DD = SURVEY DISK
 QE0646_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QE0646_SP_SET: SHALLOW-SET PIPE
 QE0646_STAMPING: C 192 1909 1929 1941 233 C
 QE0646_MARK LOGO: USGS  
 QE0646_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0646
 QE0646  HISTORY     - Date     Condition        Report By
 QE0646  HISTORY     - 1941     MONUMENTED       USGS
 QE0646  HISTORY     - 1961     GOOD             NGS
 QE0646  HISTORY     - 1984     GOOD             USPSQD
 QE0646  HISTORY     - 1987     GOOD             NGS
 QE0646
 QE0646                          STATION DESCRIPTION
 QE0646
 QE0646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 QE0646'2 MI S FROM CORVALLIS.
 QE0646'FROM THE SOUTH END OF THE BRIDGE OVER MARY RIVER GO SOUTH ON U.S.
 QE0646'HIGHWAY 99 W FOR 1.5 MILES, THIS IS 0.2 MILE NORTH OF HIGHWAY MILE
 QE0646'POST 88.  BENCH MARK IS 37 FEET WEST OF THE CENTER OF THE HIGHWAY,
 QE0646'ABOUT IN LINE WITH A ROW OF PINE TREES THAT IS ON THE WEST SIDE OF THE
 QE0646'HIGHWAY.  A STANDARD CAP RIVETED TO THE TOP OF AN IRON PIPE REINFORCED
 QE0646'WITH A BLOCK OF CONCRETE AND PROJECTING ABOUT 14 INCHES.
 QE0646
 QE0646                          STATION RECOVERY (1984)
 QE0646
 QE0646'RECOVERY NOTE BY US POWER SQUADRON 1984
 QE0646'LOCATED AT MILEPOST 85.7 ON U.S. 99 WEST, 30 FEET WEST OF THE
 QE0646'CENTERLINE OF THE HIGHWAY ALONG A FENCE ROW ON A CONCRETE POST. A USC
 QE0646'AND GS METAL WITNESS POST IS JUST WEST OF THE DISK.
 QE0646
 QE0646                          STATION RECOVERY (1987)
 QE0646
 QE0646'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE0646'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  3.8 KM
 QE0646'(2.35 MI) SOUTH ALONG STATE HIGHWAY 99W FROM ITS JUNCTION WITH U.S.
 QE0646'HIGHWAY 20 IN CORVALLIS, 11.3 M (37.1 FT) WEST OF THE CENTERLINE OF
 QE0646'THE HIGHWAY, AND 1.2 M (3.9 FT) NORTH OF A GAS PIPELINE MARKER POST.
 QE0646'NOTE--NOT LEVELED THIS SURVEY, AND THE MARK IS STAMPED AS C 192 1909
 QE0646'1929 1941 233 C.
 QE0646'THE MARK IS 0.4 METERS  S FROM  A WITNESS POST
 QE0646'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0813 ***********************************************************************
 QD0813  DESIGNATION -  C 193
 QD0813  PID         -  QD0813
 QD0813  STATE/COUNTY-  OR/DESCHUTES
 QD0813  USGS QUAD   -  BEND (1981)
 QD0813
 QD0813                         *CURRENT SURVEY CONTROL
 QD0813  ___________________________________________________________________
 QD0813* NAD 83(1986)-  44 03 38.     (N)    121 18 38.     (W)     SCALED    
 QD0813* NAVD 88     -      1110.815  (meters)    3644.40   (feet)  ADJUSTED  
 QD0813  ___________________________________________________________________
 QD0813  GEOID HEIGHT-         -20.93  (meters)                     GEOID03
 QD0813  DYNAMIC HT  -        1110.375 (meters)    3642.96  (feet)  COMP
 QD0813  MODELED GRAV-     980,184.0   (mgal)                       NAVD 88
 QD0813
 QD0813  VERT ORDER  -  FIRST     CLASS II
 QD0813
 QD0813.The horizontal coordinates were scaled from a topographic map and have
 QD0813.an estimated accuracy of +/- 6 seconds.
 QD0813
 QD0813.The orthometric height was determined by differential leveling
 QD0813.and adjusted in June 1991.
 QD0813
 QD0813.The geoid height was determined by GEOID03.
 QD0813
 QD0813.The dynamic height is computed by dividing the NAVD 88
 QD0813.geopotential number by the normal gravity value computed on the
 QD0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0813.degrees latitude (g = 980.6199 gals.).
 QD0813
 QD0813.The modeled gravity was interpolated from observed gravity values.
 QD0813
 QD0813;                    North         East    Units  Estimated Accuracy
 QD0813;SPC OR S     -   266,250.    1,435,060.      MT  (+/- 180 meters Scaled)
 QD0813
 QD0813                          SUPERSEDED SURVEY CONTROL
 QD0813
 QD0813  NGVD 29 (??/??/92) 1109.643  (m)         3640.55   (f) ADJ UNCH    1 2
 QD0813
 QD0813.Superseded values are not recommended for survey control.
 QD0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0813.See file dsdata.txt to determine how the superseded data were derived.
 QD0813
 QD0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP353799(NAD 83)
 QD0813_MARKER: DD = SURVEY DISK
 QD0813_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QD0813_SP_SET: STEP
 QD0813_STAMPING: C 193 1940
 QD0813_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0813
 QD0813  HISTORY     - Date     Condition        Report By
 QD0813  HISTORY     - 1940     MONUMENTED       ORDT
 QD0813  HISTORY     - 1941     GOOD             NGS
 QD0813
 QD0813                          STATION DESCRIPTION
 QD0813
 QD0813'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QD0813'IN BEND.
 QD0813'MARK IS LOCATED ON THE EAST SIDE OF BOND STREET, WEST ENTRANCE TO NEW
 QD0813'DESCHUTES COUNTY COURTHOUSE, IN SOUTH END OF STEPS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1527 ***********************************************************************
 QD1527  DESIGNATION -  C 193 RESET
 QD1527  PID         -  QD1527
 QD1527  STATE/COUNTY-  OR/DESCHUTES
 QD1527  USGS QUAD   -  BEND (1981)
 QD1527
 QD1527                         *CURRENT SURVEY CONTROL
 QD1527  ___________________________________________________________________
 QD1527* NAD 83(1986)-  44 03 38.     (N)    121 18 38.     (W)     SCALED    
 QD1527* NAVD 88     -      1110.794  (meters)    3644.33   (feet)  ADJUSTED  
 QD1527  ___________________________________________________________________
 QD1527  GEOID HEIGHT-         -20.93  (meters)                     GEOID03
 QD1527  DYNAMIC HT  -        1110.354 (meters)    3642.89  (feet)  COMP
 QD1527  MODELED GRAV-     980,184.0   (mgal)                       NAVD 88
 QD1527
 QD1527  VERT ORDER  -  FIRST     CLASS II
 QD1527
 QD1527.The horizontal coordinates were scaled from a topographic map and have
 QD1527.an estimated accuracy of +/- 6 seconds.
 QD1527
 QD1527.The orthometric height was determined by differential leveling
 QD1527.and adjusted in June 1991.
 QD1527
 QD1527.The geoid height was determined by GEOID03.
 QD1527
 QD1527.The dynamic height is computed by dividing the NAVD 88
 QD1527.geopotential number by the normal gravity value computed on the
 QD1527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1527.degrees latitude (g = 980.6199 gals.).
 QD1527
 QD1527.The modeled gravity was interpolated from observed gravity values.
 QD1527
 QD1527;                    North         East    Units  Estimated Accuracy
 QD1527;SPC OR S     -   266,250.    1,435,060.      MT  (+/- 180 meters Scaled)
 QD1527
 QD1527                          SUPERSEDED SURVEY CONTROL
 QD1527
 QD1527  NGVD 29 (10/26/06) 1109.62   (m)         3640.5    (f) RESET       3  
 QD1527
 QD1527.Superseded values are not recommended for survey control.
 QD1527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1527.See file dsdata.txt to determine how the superseded data were derived.
 QD1527
 QD1527_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP353799(NAD 83)
 QD1527_MARKER: DV = VERTICAL CONTROL DISK
 QD1527_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 QD1527+WITH SETTING: PAVEMENT
 QD1527_SP_SET: STEP
 QD1527_STAMPING: C 193 RESET 1978
 QD1527_MARK LOGO: NGS   
 QD1527_MAGNETIC: N = NO MAGNETIC MATERIAL
 QD1527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD1527+STABILITY: SURFACE MOTION
 QD1527_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QD1527+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1988
 QD1527
 QD1527  HISTORY     - Date     Condition        Report By
 QD1527  HISTORY     - 1978     MONUMENTED       NGS
 QD1527  HISTORY     - 19880713 GOOD             NGS
 QD1527
 QD1527                          STATION DESCRIPTION
 QD1527
 QD1527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 QD1527'IN BEND, AT THE INTERSECTION OF GREENWOOD AVENUE AND BOND STREET, IN
 QD1527'THE SOUTH END OF THE BOTTOM STEP AT THE WEST ENTRANCE TO THE
 QD1527'COURTHOUSE, 2.4 M (7.9 FT) SOUTH OF THE CENTER OF THE ENTRANCE, AND
 QD1527'LEVEL WITH THE STEP.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1298 ***********************************************************************
 RD1298  DESIGNATION -  C 195
 RD1298  PID         -  RD1298
 RD1298  STATE/COUNTY-  OR/CLATSOP
 RD1298  USGS QUAD   -  VINEMAPLE (1984)
 RD1298
 RD1298                         *CURRENT SURVEY CONTROL
 RD1298  ___________________________________________________________________
 RD1298* NAD 83(1986)-  45 52 34.     (N)    123 33 32.     (W)     SCALED    
 RD1298* NAVD 88     -       138.209  (meters)     453.44   (feet)  ADJUSTED  
 RD1298  ___________________________________________________________________
 RD1298  GEOID HEIGHT-         -21.23  (meters)                     GEOID03
 RD1298  DYNAMIC HT  -         138.221 (meters)     453.48  (feet)  COMP
 RD1298  MODELED GRAV-     980,702.8   (mgal)                       NAVD 88
 RD1298
 RD1298  VERT ORDER  -  SECOND    CLASS 0
 RD1298
 RD1298.The horizontal coordinates were scaled from a topographic map and have
 RD1298.an estimated accuracy of +/- 6 seconds.
 RD1298
 RD1298.The orthometric height was determined by differential leveling
 RD1298.and adjusted in June 1991.
 RD1298
 RD1298.The geoid height was determined by GEOID03.
 RD1298
 RD1298.The dynamic height is computed by dividing the NAVD 88
 RD1298.geopotential number by the normal gravity value computed on the
 RD1298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1298.degrees latitude (g = 980.6199 gals.).
 RD1298
 RD1298.The modeled gravity was interpolated from observed gravity values.
 RD1298
 RD1298;                    North         East    Units  Estimated Accuracy
 RD1298;SPC OR N     -   250,020.    2,262,580.      MT  (+/- 180 meters Scaled)
 RD1298
 RD1298                          SUPERSEDED SURVEY CONTROL
 RD1298
 RD1298  NGVD 29 (??/??/92)  137.139  (m)          449.93   (f) ADJ UNCH    2 0
 RD1298
 RD1298.Superseded values are not recommended for survey control.
 RD1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1298.See file dsdata.txt to determine how the superseded data were derived.
 RD1298
 RD1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR566804(NAD 83)
 RD1298_MARKER: DD = SURVEY DISK
 RD1298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD1298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD1298_STAMPING: 195 C 1941
 RD1298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD1298+STABILITY: SURFACE MOTION
 RD1298
 RD1298  HISTORY     - Date     Condition        Report By
 RD1298  HISTORY     - 1941     MONUMENTED       ORDT
 RD1298  HISTORY     - 1941     GOOD             NGS
 RD1298
 RD1298                          STATION DESCRIPTION
 RD1298
 RD1298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 RD1298'4.1 MI NW FROM ELSIE.
 RD1298'ABOUT 4.1 MILES NORTHWEST OF ELSIE, 1.75 MILES NORTH OF WOLF CREEK
 RD1298'JUNCTION, ALONG THE ELSIE- JEWELL ROAD, .2 MILE NORTH OF A SERVICE
 RD1298'STATION, ON THE TOP OF A LOCAL SUMMIT, 22 FEET EAST OF CENTER OF ROAD,
 RD1298'10 FEET NORTH OF AND OLD LOGGING ROAD.  AN OSHD DISK SET IN A CONCRETE
 RD1298'POST.  WITNESS POST SET BY THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0826 ***********************************************************************
 RD0826  DESIGNATION -  C 196
 RD0826  PID         -  RD0826
 RD0826  STATE/COUNTY-  OR/CLATSOP
 RD0826  USGS QUAD   -  SAGER CREEK (1979)
 RD0826
 RD0826                         *CURRENT SURVEY CONTROL
 RD0826  ___________________________________________________________________
 RD0826* NAD 83(1986)-  45 58 52.     (N)    123 24 56.     (W)     SCALED    
 RD0826* NAVD 88     -       185.465  (meters)     608.48   (feet)  ADJUSTED  
 RD0826  ___________________________________________________________________
 RD0826  GEOID HEIGHT-         -21.28  (meters)                     GEOID03
 RD0826  DYNAMIC HT  -         185.479 (meters)     608.53  (feet)  COMP
 RD0826  MODELED GRAV-     980,687.0   (mgal)                       NAVD 88
 RD0826
 RD0826  VERT ORDER  -  SECOND    CLASS 0
 RD0826
 RD0826.The horizontal coordinates were scaled from a topographic map and have
 RD0826.an estimated accuracy of +/- 6 seconds.
 RD0826
 RD0826.The orthometric height was determined by differential leveling
 RD0826.and adjusted in June 1991.
 RD0826
 RD0826.The geoid height was determined by GEOID03.
 RD0826
 RD0826.The dynamic height is computed by dividing the NAVD 88
 RD0826.geopotential number by the normal gravity value computed on the
 RD0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0826.degrees latitude (g = 980.6199 gals.).
 RD0826
 RD0826.The modeled gravity was interpolated from observed gravity values.
 RD0826
 RD0826;                    North         East    Units  Estimated Accuracy
 RD0826;SPC OR N     -   261,270.    2,274,130.      MT  (+/- 180 meters Scaled)
 RD0826
 RD0826                          SUPERSEDED SURVEY CONTROL
 RD0826
 RD0826  NGVD 29 (??/??/92)  184.381  (m)          604.92   (f) ADJ UNCH    2 0
 RD0826
 RD0826.Superseded values are not recommended for survey control.
 RD0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0826.See file dsdata.txt to determine how the superseded data were derived.
 RD0826
 RD0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR678920(NAD 83)
 RD0826_MARKER: DD = SURVEY DISK
 RD0826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0826_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0826_STAMPING: C 196 1941
 RD0826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0826+STABILITY: SURFACE MOTION
 RD0826
 RD0826  HISTORY     - Date     Condition        Report By
 RD0826  HISTORY     - 1941     MONUMENTED       ORDT
 RD0826  HISTORY     - 1941     GOOD             NGS
 RD0826  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 RD0826
 RD0826                          STATION DESCRIPTION
 RD0826
 RD0826'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 RD0826'6.9 MI NE FROM JEWELL.
 RD0826'ABOUT 6.9 MILES NORTHEAST OF JEWELL, ALONG THE NEHALEM HIGHWAY, CREST
 RD0826'OF HILL, 50 FEET EAST OF CENTER OF HIGHWAY.  AN OSHD DISK SET IN A
 RD0826'CONCRETE POST.  WITNESS POST SET BY MARK.
 RD0826
 RD0826                          STATION RECOVERY (1990)
 RD0826
 RD0826'RECOVERY NOTE BY US POWER SQUADRON 1990 (KRN)
 RD0826'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0175 ***********************************************************************
 QE0175  DESIGNATION -  C 197
 QE0175  PID         -  QE0175
 QE0175  STATE/COUNTY-  OR/LINN
 QE0175  USGS QUAD   -  CASCADIA (1994)
 QE0175
 QE0175                         *CURRENT SURVEY CONTROL
 QE0175  ___________________________________________________________________
 QE0175* NAD 83(1986)-  44 23 53.     (N)    122 23 36.     (W)     SCALED    
 QE0175* NAVD 88     -       334.793  (meters)    1098.40   (feet)  POSTED    
 QE0175  ___________________________________________________________________
 QE0175  GEOID HEIGHT-         -22.50  (meters)                     GEOID03
 QE0175  DYNAMIC HT  -         334.720 (meters)    1098.16  (feet)  COMP
 QE0175  MODELED GRAV-     980,399.9   (mgal)                       NAVD 88
 QE0175
 QE0175  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 QE0175
 QE0175.The horizontal coordinates were scaled from a topographic map and have
 QE0175.an estimated accuracy of +/- 6 seconds.
 QE0175
 QE0175.The orthometric height was determined by differential leveling
 QE0175.and adjusted by the  in 1992.
 QE0175.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 QE0175.rate of 1.1 thru 2.0 mm/km.
 QE0175
 QE0175.The geoid height was determined by GEOID03.
 QE0175
 QE0175.The dynamic height is computed by dividing the NAVD 88
 QE0175.geopotential number by the normal gravity value computed on the
 QE0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0175.degrees latitude (g = 980.6199 gals.).
 QE0175
 QE0175.The modeled gravity was interpolated from observed gravity values.
 QE0175
 QE0175;                    North         East    Units  Estimated Accuracy
 QE0175;SPC OR N     -    83,040.    2,349,180.      MT  (+/- 180 meters Scaled)
 QE0175
 QE0175                          SUPERSEDED SURVEY CONTROL
 QE0175
 QE0175  NGVD 29 (??/??/92)  333.700  (m)         1094.81   (f) ADJ UNCH    1 2
 QE0175
 QE0175.Superseded values are not recommended for survey control.
 QE0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0175.See file dsdata.txt to determine how the superseded data were derived.
 QE0175
 QE0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ483162(NAD 83)
 QE0175_MARKER: DD = SURVEY DISK
 QE0175_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QE0175_SP_SET: BRIDGE
 QE0175_STAMPING: C 197 1941
 QE0175_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE0175
 QE0175  HISTORY     - Date     Condition        Report By
 QE0175  HISTORY     - 1941     MONUMENTED       ORDT
 QE0175  HISTORY     - 1963     GOOD             NGS
 QE0175
 QE0175                          STATION DESCRIPTION
 QE0175
 QE0175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 QE0175'5.2 MI E FROM CASCADIA.
 QE0175'5.2 MILES EAST ALONG U.S. HIGHWAY 20 FROM THE CASCADIA SCHOOL, 0.1
 QE0175'MILE EAST OF MILE POST NO. 46, 12 FEET NORTH OF THE CENTER OF THE
 QE0175'HIGHWAY AND 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY AT THE NORTHWEST
 QE0175'CORNER OF THE SAM GARLAND BRIDGE OVER THE SOUTH SANTIAM RIVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0533 ***********************************************************************
 OA0533  DESIGNATION -  C 198
 OA0533  PID         -  OA0533
 OA0533  STATE/COUNTY-  OR/COOS
 OA0533  USGS QUAD   -  NORTH BEND (1971)
 OA0533
 OA0533                         *CURRENT SURVEY CONTROL
 OA0533  ___________________________________________________________________
 OA0533* NAD 83(1986)-  43 25 13.     (N)    124 13 24.     (W)     SCALED    
 OA0533* NAVD 88     -        22.697  (meters)      74.47   (feet)  ADJUSTED  
 OA0533  ___________________________________________________________________
 OA0533  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 OA0533  DYNAMIC HT  -          22.694 (meters)      74.46  (feet)  COMP
 OA0533  MODELED GRAV-     980,484.3   (mgal)                       NAVD 88
 OA0533
 OA0533  VERT ORDER  -  FIRST     CLASS II
 OA0533
 OA0533.The horizontal coordinates were scaled from a topographic map and have
 OA0533.an estimated accuracy of +/- 6 seconds.
 OA0533
 OA0533.The orthometric height was determined by differential leveling
 OA0533.and adjusted in June 1991.
 OA0533
 OA0533.The geoid height was determined by GEOID03.
 OA0533
 OA0533.The dynamic height is computed by dividing the NAVD 88
 OA0533.geopotential number by the normal gravity value computed on the
 OA0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0533.degrees latitude (g = 980.6199 gals.).
 OA0533
 OA0533.The modeled gravity was interpolated from observed gravity values.
 OA0533
 OA0533;                    North         East    Units  Estimated Accuracy
 OA0533;SPC OR S     -   201,500.    1,198,600.      MT  (+/- 180 meters Scaled)
 OA0533
 OA0533                          SUPERSEDED SURVEY CONTROL
 OA0533
 OA0533  NGVD 29 (??/??/92)   21.592  (m)           70.84   (f) ADJ UNCH    1 2
 OA0533
 OA0533.Superseded values are not recommended for survey control.
 OA0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0533.See file dsdata.txt to determine how the superseded data were derived.
 OA0533
 OA0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP009082(NAD 83)
 OA0533_MARKER: DD = SURVEY DISK
 OA0533_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OA0533_SP_SET: SIDEWALK
 OA0533_STAMPING: C 198 1936
 OA0533_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OA0533_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OA0533+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2006
 OA0533
 OA0533  HISTORY     - Date     Condition        Report By
 OA0533  HISTORY     - 1936     MONUMENTED       ORDT
 OA0533  HISTORY     - 1962     GOOD             NGS
 OA0533  HISTORY     - 1984     GOOD             USPSQD
 OA0533  HISTORY     - 1988     GOOD             USPSQD
 OA0533  HISTORY     - 1988     GOOD             USPSQD
 OA0533  HISTORY     - 19940624 GOOD             USPSQD
 OA0533  HISTORY     - 20050408 GOOD             USPSQD
 OA0533  HISTORY     - 20061006 GOOD             USPSQD
 OA0533
 OA0533                          STATION DESCRIPTION
 OA0533
 OA0533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 OA0533'0.9 MI N FROM NORTH BEND.
 OA0533'0.9 MILE NORTH ALONG THE OREGON COAST HIGHWAY (U.S. 101) FROM THE POST
 OA0533'OFFICE AT NORTH BEND, COOS COUNTY, AT THE SOUTHWEST CORNER OF A
 OA0533'STEEL-AND-CONCRETE BRIDGE OVER COOS BAY, AND IN THE TOP OF THE
 OA0533'SIDEWALK.  AN OREGON STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED C
 OA0533'198 1936.
 OA0533
 OA0533                          STATION RECOVERY (1984)
 OA0533
 OA0533'RECOVERY NOTE BY US POWER SQUADRON 1984
 OA0533'RECOVERED IN GOOD CONDITION.
 OA0533
 OA0533                          STATION RECOVERY (1988)
 OA0533
 OA0533'RECOVERY NOTE BY US POWER SQUADRON 1988 (AES)
 OA0533'RECOVERED IN GOOD CONDITION.
 OA0533
 OA0533                          STATION RECOVERY (1988)
 OA0533
 OA0533'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 OA0533'RECOVERED IN GOOD CONDITION.
 OA0533
 OA0533                          STATION RECOVERY (1994)
 OA0533
 OA0533'RECOVERY NOTE BY US POWER SQUADRON 1994
 OA0533'RECOVERED IN GOOD CONDITION.
 OA0533
 OA0533                          STATION RECOVERY (2005)
 OA0533
 OA0533'RECOVERY NOTE BY US POWER SQUADRON 2005 (SAO)
 OA0533'RECOVERED IN GOOD CONDITION.
 OA0533
 OA0533                          STATION RECOVERY (2006)
 OA0533
 OA0533'RECOVERY NOTE BY US POWER SQUADRON 2006 (SO)
 OA0533'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0363 ***********************************************************************
 PA0363  DESIGNATION -  C 19=X 71
 PA0363  PID         -  PA0363
 PA0363  STATE/COUNTY-  OR/HARNEY
 PA0363  USGS QUAD   -  BURNS (1960)
 PA0363
 PA0363                         *CURRENT SURVEY CONTROL
 PA0363  ___________________________________________________________________
 PA0363* NAD 83(1991)-  43 35 06.95377(N)    119 03 16.47457(W)     ADJUSTED  
 PA0363* NAVD 88     -      1265.481  (meters)    4151.83   (feet)  ADJUSTED  
 PA0363  ___________________________________________________________________
 PA0363  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 PA0363  GEOID HEIGHT-         -19.06  (meters)                     GEOID03
 PA0363  DYNAMIC HT  -        1264.874 (meters)    4149.84  (feet)  COMP
 PA0363  MODELED GRAV-     980,095.8   (mgal)                       NAVD 88
 PA0363
 PA0363  HORZ ORDER  -  SECOND
 PA0363  VERT ORDER  -  FIRST     CLASS II
 PA0363
 PA0363.The horizontal coordinates were established by classical geodetic methods
 PA0363.and adjusted by the National Geodetic Survey in October 1991.
 PA0363
 PA0363.The orthometric height was determined by differential leveling
 PA0363.and adjusted in June 1991.
 PA0363
 PA0363.The Laplace correction was computed from DEFLEC99 derived deflections.
 PA0363
 PA0363.The geoid height was determined by GEOID03.
 PA0363
 PA0363.The dynamic height is computed by dividing the NAVD 88
 PA0363.geopotential number by the normal gravity value computed on the
 PA0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0363.degrees latitude (g = 980.6199 gals.).
 PA0363
 PA0363.The modeled gravity was interpolated from observed gravity values.
 PA0363
 PA0363;                    North         East     Units Scale Factor Converg.
 PA0363;SPC OR S     -   214,132.530 1,616,721.420   MT  0.99992102   +0 59 20.0
 PA0363;SPC OR S     -   702,534.55  5,304,204.13   iFT  0.99992102   +0 59 20.0
 PA0363;UTM  11      - 4,827,861.604   334,131.273   MT  0.99993842   -1 25 00.5
 PA0363
 PA0363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PA0363!SPC OR S     -   0.99980458  x   0.99992102  =   0.99972562
 PA0363!UTM  11      -   0.99980458  x   0.99993842  =   0.99974302
 PA0363
 PA0363                          SUPERSEDED SURVEY CONTROL
 PA0363
 PA0363  NAD 83(1986)-  43 35 06.95762(N)    119 03 16.46962(W) AD(       ) 2
 PA0363  NAD 27      -  43 35 07.40800(N)    119 03 12.68500(W) AD(       ) 2
 PA0363  NGVD 29 (??/??/92) 1264.294  (m)         4147.94   (f) ADJ UNCH    1 2
 PA0363
 PA0363.Superseded values are not recommended for survey control.
 PA0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0363.See file dsdata.txt to determine how the superseded data were derived.
 PA0363
 PA0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ3413127862(NAD 83)
 PA0363_MARKER: DB = BENCH MARK DISK
 PA0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PA0363_STAMPING: C 19 X 71 1931
 PA0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0363+STABILITY: SURFACE MOTION
 PA0363
 PA0363  HISTORY     - Date     Condition        Report By
 PA0363  HISTORY     - 1931     MONUMENTED       CGS
 PA0363  HISTORY     - 1931     SEE DESCRIPTION  CGS
 PA0363  HISTORY     - 1935     SEE DESCRIPTION  CGS
 PA0363  HISTORY     - 1949     SEE DESCRIPTION  CGS
 PA0363  HISTORY     - 1950     GOOD             NGS
 PA0363  HISTORY     - 1959     SEE DESCRIPTION  BPA
 PA0363  HISTORY     - 1984     MARK NOT FOUND   NGS
 PA0363
 PA0363                          STATION DESCRIPTION
 PA0363
 PA0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 PA0363'IN BURNS.
 PA0363'AT BURNS, HARNEY COUNTY, ON THE WEST SIDE OF BROADWAY (THE MAIN
 PA0363'STREET), ABOUT 300 FEET SOUTHWEST OF THE WELCOME HOTEL, ABOUT 200 FEET
 PA0363'SOUTH OF THE CENTRAL OREGON HIGHWAY (U.S. 20), 2.6 FEET EAST OF THE
 PA0363'WEST EDGE OF THE BROADWAY SIDEWALK, AND IN THE BOTTOM OF A 4-INCH HOLE
 PA0363'IN THE CONCRETE WALK.  A STANDARD DISK, STAMPED C 19 X 71 1931 AND SET
 PA0363'IN THE TOP OF A BURIED CONCRETE POST.  NOTE-- THIS BM IS ALSO A
 PA0363'TRIANGULATION STATION.
 PA0363
 PA0363                          STATION RECOVERY (1931)
 PA0363
 PA0363'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931
 PA0363'IN THE TOWN OF BURNS, ON THE W SIDE OF BROADWAY, ABOUT 165 FEET
 PA0363'S OF THE CENTRAL OREGON HIGHWAY AND ABOUT 200 FEET SOUTHWESTERLY
 PA0363'FROM THE WELCOME HOTEL, IN THE CEMENT SIDEWALK.  THE STATION IS
 PA0363'MARKED BY A STANDARD BENCH MARK DISK IN THE TOP OF A CONCRETE
 PA0363'POST.  THE DISK IS ABOUT 3 INCHES BELOW THE SIDEWALK LEVEL AND IS
 PA0363'REACHED THROUGH AN OPENING ABOUT 4 INCHES IN DIAMETER.  IT IS
 PA0363'STAMPED X 71 1931.
 PA0363
 PA0363                          STATION RECOVERY (1935)
 PA0363
 PA0363'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (LAM)
 PA0363'S PART OF BURNS, W SIDE OF BROADWAY (MAIN STREET), ABOUT 350 FEET
 PA0363'SW OF WELCOME HOTEL, 252.75 FEET S OF S CURB OF CENTRAL OREGON
 PA0363'HIGHWAY, 2.55 FEET E OF W EDGE OF BROADWAY SIDEWALK, WHICH IS
 PA0363'PRESUMED TO BE W PROPERTY LINE OF STREET.  MARKED BY BENCH MARK
 PA0363'DISK STAMPED X 71 1931 SET IN TOP OF BURIED CONCRETE POST.  DISK
 PA0363'IS ABOUT 3 INCHES BELOW LEVEL OF WALK AND MAY BE REACHED THROUGH
 PA0363'4-INCH OPENING IN CONCRETE.
 PA0363
 PA0363                          STATION RECOVERY (1949)
 PA0363
 PA0363'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (JTB)
 PA0363'THIS STATION WAS REPORTED AS PROBABLY COVERED BY SIDEWALK EARLIER
 PA0363'THIS YEAR.  FURTHER SEARCH WAS MADE AND THE MARK RECOVERED.  THE
 PA0363'FOLLOWING DESCRIPTION IS COPIED FROM THE REPORT ON CONDITION OF
 PA0363'BENCH MARK--
 PA0363'
 PA0363'THIS MARK IS AT A POINT 253 FEET S OF THE S CURB OF THE CENTRAL
 PA0363'OREGON HIGHWAY, 2.6 FEET E OF THE W EDGE OF THE BROADWAY SIDEWALK,
 PA0363'AT THE BOTTOM OF A 4-INCH HOLE.
 PA0363
 PA0363                          STATION RECOVERY (1950)
 PA0363
 PA0363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 PA0363'RECOVERED IN GOOD CONDITION.
 PA0363
 PA0363                          STATION RECOVERY (1959)
 PA0363
 PA0363'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1959
 PA0363'STATION IS 4 FEET NORTH OF THE NORTH EDGE OF THE LARGE ENTRANCE DOOR
 PA0363'TO THE MILLER LUMBER COMPANY RETAIL BUILDING AND 2 FEET EAST OF
 PA0363'THE BUILDING.  THE CONCRETE IS BROKEN AND THIS PART OF THE SIDEWALK
 PA0363'IS GRAVEL.
 PA0363
 PA0363                          STATION RECOVERY (1984)
 PA0363
 PA0363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PA0363'EVIDENCE WAS FOUND THAT THIS MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0587 ***********************************************************************
 QD0587  DESIGNATION -  C 2
 QD0587  PID         -  QD0587
 QD0587  STATE/COUNTY-  OR/JEFFERSON
 QD0587  USGS QUAD   -  ROUND BUTTE DAM (1992)
 QD0587
 QD0587                         *CURRENT SURVEY CONTROL
 QD0587  ___________________________________________________________________
 QD0587* NAD 83(1986)-  44 32 48.     (N)    121 15 53.     (W)     SCALED    
 QD0587* NAVD 88     -       528.562  (meters)    1734.12   (feet)  ADJUSTED  
 QD0587  ___________________________________________________________________
 QD0587  GEOID HEIGHT-         -21.43  (meters)                     GEOID03
 QD0587  DYNAMIC HT  -         528.409 (meters)    1733.62  (feet)  COMP
 QD0587  MODELED GRAV-     980,312.7   (mgal)                       NAVD 88
 QD0587
 QD0587  VERT ORDER  -  SECOND    CLASS 0
 QD0587
 QD0587.The horizontal coordinates were scaled from a topographic map and have
 QD0587.an estimated accuracy of +/- 6 seconds.
 QD0587
 QD0587.The orthometric height was determined by differential leveling
 QD0587.and adjusted in June 1991.
 QD0587
 QD0587.The geoid height was determined by GEOID03.
 QD0587
 QD0587.The dynamic height is computed by dividing the NAVD 88
 QD0587.geopotential number by the normal gravity value computed on the
 QD0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0587.degrees latitude (g = 980.6199 gals.).
 QD0587
 QD0587.The modeled gravity was interpolated from observed gravity values.
 QD0587
 QD0587;                    North         East    Units  Estimated Accuracy
 QD0587;SPC OR N     -    98,080.    2,439,230.      MT  (+/- 180 meters Scaled)
 QD0587
 QD0587                          SUPERSEDED SURVEY CONTROL
 QD0587
 QD0587  NGVD 29 (??/??/92)  527.459  (m)         1730.51   (f) ADJ UNCH    2 0
 QD0587
 QD0587.Superseded values are not recommended for survey control.
 QD0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0587.See file dsdata.txt to determine how the superseded data were derived.
 QD0587
 QD0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ378340(NAD 83)
 QD0587_MARKER: DD = SURVEY DISK
 QD0587_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QD0587_SP_SET: ABUTMENT
 QD0587_STAMPING: C 2 1731 1924
 QD0587_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QD0587
 QD0587  HISTORY     - Date     Condition        Report By
 QD0587  HISTORY     - 1924     MONUMENTED       PG+E
 QD0587  HISTORY     - 1946     GOOD             NGS
 QD0587
 QD0587                          STATION DESCRIPTION
 QD0587
 QD0587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 QD0587'IN THE COVE.
 QD0587'ALONG GRANDVIEW LOOP ROAD, AT THE COVE, SET IN NORTH END OF ABUTMENT
 QD0587'AT EAST END OF BRIDGE OVER CROOKED RIVER, 10 FEET NORTH OF CENTER LINE
 QD0587'OF ROAD, 2 FEET BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0243 ***********************************************************************
 PB0243  DESIGNATION -  C 2
 PB0243  PID         -  PB0243
 PB0243  STATE/COUNTY-  OR/DESCHUTES
 PB0243  USGS QUAD   -  ANNS BUTTE (1981)
 PB0243
 PB0243                         *CURRENT SURVEY CONTROL
 PB0243  ___________________________________________________________________
 PB0243* NAD 83(1986)-  43 45 04.     (N)    121 28 27.     (W)     SCALED    
 PB0243* NAVD 88     -      1282.91   (+/-2cm)    4209.0    (feet)  VERTCON   
 PB0243  ___________________________________________________________________
 PB0243  GEOID HEIGHT-         -20.84  (meters)                     GEOID03
 PB0243  VERT ORDER  -  ? (See Below)
 PB0243
 PB0243.The horizontal coordinates were scaled from a topographic map and have
 PB0243.an estimated accuracy of +/- 6 seconds.
 PB0243
 PB0243.The NAVD 88 height was computed by applying the VERTCON shift value to
 PB0243.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PB0243.The vertical order pertains to the NGVD 29 superseded value.
 PB0243
 PB0243.The geoid height was determined by GEOID03.
 PB0243
 PB0243;                    North         East    Units  Estimated Accuracy
 PB0243;SPC OR S     -   232,010.    1,421,550.      MT  (+/- 180 meters Scaled)
 PB0243
 PB0243                          SUPERSEDED SURVEY CONTROL
 PB0243
 PB0243  NGVD 29 (??/??/92) 1281.690  (m)         4205.01   (f) ADJ UNCH    ?  
 PB0243
 PB0243.Superseded values are not recommended for survey control.
 PB0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0243.See file dsdata.txt to determine how the superseded data were derived.
 PB0243
 PB0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP228453(NAD 83)
 PB0243_MARKER: P = PIPE CAP
 PB0243_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PB0243_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PB0243_STAMPING: 4204.978 B B C C2 1908
 PB0243_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PB0243
 PB0243  HISTORY     - Date     Condition        Report By
 PB0243  HISTORY     - 1908     MONUMENTED       USGS
 PB0243  HISTORY     - 1934     GOOD             NGS
 PB0243  HISTORY     - 20051011 MARK NOT FOUND   GEOCAC
 PB0243
 PB0243                          STATION DESCRIPTION
 PB0243
 PB0243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PB0243'6.0 MI NE FROM LAPINE.
 PB0243'6.0 MILES NORTHEAST ALONG THE OLD RIVER ROAD FROM LAPINE, DESCHUTES
 PB0243'COUNTY, ABOUT 1.0 MILE WEST OF THE DALLES - CALIFORNIA HIGHWAY, 0.5
 PB0243'MILE SOUTHWEST OF PAULINA CREEK, 0.2 MILE SOUTHWEST OF A SMALL CABIN,
 PB0243'12 FEET EAST OF A 16 INCH PINE TREE WITH A SMALL TRIANGULAR BLAZE, 15
 PB0243'FEET WEST OF THE ROAD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP
 PB0243'STAMPED 4204.978 B B C C2 1908 AND RIVETED TO A 3 1/2 INCH IRON PIPE
 PB0243'ENCASED IN CONCRETE AND PROJECTING 16 INCHES ABOVE THE GROUND.
 PB0243
 PB0243                          STATION RECOVERY (2005)
 PB0243
 PB0243'RECOVERY NOTE BY GEOCACHING 2005 (JLH)
 PB0243'HALF HOUR SEARCH AND PROBE FAILED TO LOCATE
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0506 ***********************************************************************
 QB0506  DESIGNATION -  C 2
 QB0506  PID         -  QB0506
 QB0506  STATE/COUNTY-  OR/BAKER
 QB0506  USGS QUAD   -  DURKEE (1988)
 QB0506
 QB0506                         *CURRENT SURVEY CONTROL
 QB0506  ___________________________________________________________________
 QB0506* NAD 83(1986)-  44 36 40.     (N)    117 29 07.     (W)     SCALED    
 QB0506* NAVD 88     -       835.143  (meters)    2739.97   (feet)  ADJUSTED  
 QB0506  ___________________________________________________________________
 QB0506  GEOID HEIGHT-         -16.93  (meters)                     GEOID03
 QB0506  DYNAMIC HT  -         834.870 (meters)    2739.07  (feet)  COMP
 QB0506  MODELED GRAV-     980,263.8   (mgal)                       NAVD 88
 QB0506
 QB0506  VERT ORDER  -  FIRST     CLASS II
 QB0506
 QB0506.The horizontal coordinates were scaled from a topographic map and have
 QB0506.an estimated accuracy of +/- 6 seconds.
 QB0506
 QB0506.The orthometric height was determined by differential leveling
 QB0506.and adjusted in June 1991.
 QB0506
 QB0506.The geoid height was determined by GEOID03.
 QB0506
 QB0506.The dynamic height is computed by dividing the NAVD 88
 QB0506.geopotential number by the normal gravity value computed on the
 QB0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0506.degrees latitude (g = 980.6199 gals.).
 QB0506
 QB0506.The modeled gravity was interpolated from observed gravity values.
 QB0506
 QB0506;                    North         East    Units  Estimated Accuracy
 QB0506;SPC OR N     -   109,410.    2,739,230.      MT  (+/- 180 meters Scaled)
 QB0506
 QB0506                          SUPERSEDED SURVEY CONTROL
 QB0506
 QB0506  NGVD 29 (??/??/92)  834.038  (m)         2736.34   (f) ADJ UNCH    1 2
 QB0506
 QB0506.Superseded values are not recommended for survey control.
 QB0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0506.See file dsdata.txt to determine how the superseded data were derived.
 QB0506
 QB0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK614398(NAD 83)
 QB0506_MARKER: DB = BENCH MARK DISK
 QB0506_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QB0506_SP_SET: BRIDGE
 QB0506_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QB0506
 QB0506  HISTORY     - Date     Condition        Report By
 QB0506  HISTORY     - 1904     MONUMENTED       CGS
 QB0506  HISTORY     - 1935     GOOD             CGS
 QB0506  HISTORY     - 1966     GOOD             CGS
 QB0506
 QB0506                          STATION DESCRIPTION
 QB0506
 QB0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QB0506'2.1 MI NW FROM DURKEE.
 QB0506'ABOUT 2.1 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM
 QB0506'DURKEE, BAKER COUNTY, AT BRIDGE 366.74 OVER PRITCHARD CREEK, IN THE
 QB0506'BRIDGE SEAT, 3.5 FEET FROM THE SOUTHWEST END, 18 INCHES FROM THE EDGE,
 QB0506'AND 12.9 FEET SOUTHWEST OF THE CENTER LINE OF THE TRACK.  THE BOTTOM
 QB0506'OF A SQUARE HOLE.  NOTE-- IT IS ALSO LOCATED BELOW THE EAST BOUND
 QB0506'PRITCHARD CREEK RAILROAD OVER CROSSING STRUCTURE ON INTERSTATE 80N
 QB0506'2.09 MILES WESTERLY OF THE WEST BOUND DURKEE INTERCHANGE STRUCTURE.
 QB0506
 QB0506                          STATION RECOVERY (1966)
 QB0506
 QB0506'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 QB0506'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1021 ***********************************************************************
 QD1021  DESIGNATION -  C 2
 QD1021  PID         -  QD1021
 QD1021  STATE/COUNTY-  OR/DESCHUTES
 QD1021  USGS QUAD   -  SISTERS (1988)
 QD1021
 QD1021                         *CURRENT SURVEY CONTROL
 QD1021  ___________________________________________________________________
 QD1021* NAD 83(1986)-  44 17 54.     (N)    121 35 38.     (W)     SCALED    
 QD1021* NAVD 88     -       995.986  (meters)    3267.66   (feet)  POSTED    
 QD1021  ___________________________________________________________________
 QD1021  GEOID HEIGHT-         -21.28  (meters)                     GEOID03
 QD1021  DYNAMIC HT  -         995.630 (meters)    3266.50  (feet)  COMP
 QD1021  MODELED GRAV-     980,225.8   (mgal)                       NAVD 88
 QD1021
 QD1021  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 QD1021
 QD1021.The horizontal coordinates were scaled from a topographic map and have
 QD1021.an estimated accuracy of +/- 6 seconds.
 QD1021
 QD1021.The orthometric height was determined by differential leveling
 QD1021.and adjusted by the  in 1992.
 QD1021.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 QD1021.rate of 1.1 thru 2.0 mm/km.
 QD1021
 QD1021.The geoid height was determined by GEOID03.
 QD1021
 QD1021.The dynamic height is computed by dividing the NAVD 88
 QD1021.geopotential number by the normal gravity value computed on the
 QD1021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1021.degrees latitude (g = 980.6199 gals.).
 QD1021
 QD1021.The modeled gravity was interpolated from observed gravity values.
 QD1021
 QD1021;                    North         East    Units  Estimated Accuracy
 QD1021;SPC OR S     -   292,930.    1,412,700.      MT  (+/- 180 meters Scaled)
 QD1021
 QD1021                          SUPERSEDED SURVEY CONTROL
 QD1021
 QD1021  NGVD 29 (??/??/92)  994.83   (m)         3263.9    (f) COMPUTED    1 2
 QD1021
 QD1021.Superseded values are not recommended for survey control.
 QD1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1021.See file dsdata.txt to determine how the superseded data were derived.
 QD1021
 QD1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ121059(NAD 83)
 QD1021_MARKER: DD = SURVEY DISK
 QD1021_SETTING: 0 = UNSPECIFIED SETTING
 QD1021_STAMPING: C 2 26
 QD1021_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD1021
 QD1021  HISTORY     - Date     Condition        Report By
 QD1021  HISTORY     - UNK      MONUMENTED       BPR
 QD1021  HISTORY     - 1943     GOOD             NGS
 QD1021
 QD1021                          STATION DESCRIPTION
 QD1021
 QD1021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QD1021'2.4 MI W FROM SISTERS.
 QD1021'ABOUT 2.4 MILES WEST ALONG U.S. HIGHWAY 28 FROM THE POST OFFICE AT
 QD1021'SISTERS, DESCHUTES COUNTY, 31.0 FEET EAST OF THE EXTENDED CENTER LINE
 QD1021'OF A ROAD LEADING NORTH, 67.0 FEET SOUTH OF CORNER OF WIRE FENCE, 9.5
 QD1021'FEET WEST OF A 2-INCH PINE, 54.0 FEET SOUTHWEST OF A SECTION CORNER
 QD1021'POST, PROJECTING ABOUT 7-INCHES ABOVE THE GROUND, 25.4 FEET SOUTH OF
 QD1021'THE CENTER LINE OF THE HIGHWAY, 3.8 FEET SOUTH OF A WHITE REFERENCE
 QD1021'POST.  STAMPING C 2 26.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC0371 ***********************************************************************
 SC0371  DESIGNATION -  C 201
 SC0371  PID         -  SC0371
 SC0371  STATE/COUNTY-  OR/COLUMBIA
 SC0371  USGS QUAD   -  DELENA (1985)
 SC0371
 SC0371                         *CURRENT SURVEY CONTROL
 SC0371  ___________________________________________________________________
 SC0371* NAD 83(1986)-  46 05 31.     (N)    123 00 52.     (W)     SCALED    
 SC0371* NAVD 88     -       152.461  (meters)     500.20   (feet)  POSTED    
 SC0371  ___________________________________________________________________
 SC0371  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 SC0371  DYNAMIC HT  -         152.470 (meters)     500.23  (feet)  COMP
 SC0371  MODELED GRAV-     980,679.4   (mgal)                       NAVD 88
 SC0371
 SC0371  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 SC0371
 SC0371.The horizontal coordinates were scaled from a topographic map and have
 SC0371.an estimated accuracy of +/- 6 seconds.
 SC0371
 SC0371.The orthometric height was determined by differential leveling
 SC0371.and adjusted by the  in 1992.
 SC0371.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 SC0371.was located on a no-check spur therefore a value was not computed.
 SC0371.No vertical observational check was made to the station.
 SC0371
 SC0371.The geoid height was determined by GEOID03.
 SC0371
 SC0371.The dynamic height is computed by dividing the NAVD 88
 SC0371.geopotential number by the normal gravity value computed on the
 SC0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0371.degrees latitude (g = 980.6199 gals.).
 SC0371
 SC0371.The modeled gravity was interpolated from observed gravity values.
 SC0371
 SC0371;                    North         East    Units  Estimated Accuracy
 SC0371;SPC OR N     -   272,540.    2,305,570.      MT  (+/- 180 meters Scaled)
 SC0371
 SC0371                          SUPERSEDED SURVEY CONTROL
 SC0371
 SC0371  NGVD 29 (??/??/92)  151.457  (m)          496.91   (f) ADJ UNCH    1 2
 SC0371
 SC0371.Superseded values are not recommended for survey control.
 SC0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0371.See file dsdata.txt to determine how the superseded data were derived.
 SC0371
 SC0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS988042(NAD 83)
 SC0371_MARKER: DB = BENCH MARK DISK
 SC0371_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 SC0371+WITH SETTING: PAVEMENT
 SC0371_SP_SET: GAS PUMP FOUNDATION
 SC0371_STAMPING: C 201 1934 497
 SC0371_MARK LOGO: CGS+SS
 SC0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0371+STABILITY: SURFACE MOTION
 SC0371
 SC0371  HISTORY     - Date     Condition        Report By
 SC0371  HISTORY     - 1934     MONUMENTED       CGS
 SC0371  HISTORY     - 1941     GOOD             NGS
 SC0371  HISTORY     - 1981     GOOD             USGS
 SC0371  HISTORY     - 1987     GOOD             NGS
 SC0371  HISTORY     - 1989     GOOD             USPSQD
 SC0371  HISTORY     - 20041019 MARK NOT FOUND   USPSQD
 SC0371
 SC0371                          STATION DESCRIPTION
 SC0371
 SC0371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 SC0371'4.9 MI W FROM RAINIER.
 SC0371'ALONG COLUMBIA RIVER HIGHWAY (U. S. 30), 32 FEET NORTH OF CENTER OF
 SC0371'HIGHWAY, IN THE EAST END OF THE CONCRETE GASOLINE PUMP BASE AT
 SC0371'PARCHERS GARAGE.
 SC0371
 SC0371                          STATION RECOVERY (1981)
 SC0371
 SC0371'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 SC0371'ABOUT 4.9 MILES WEST OF RAINIER ALONG OLD US HWY 30 AT THE
 SC0371'INTERSECTION OF APIARY RD. 80 FEET EAST BY NORTHEAST OF, 32 FEET
 SC0371'NORTH OF HIGHWAY CENTERLINE IN THE CONCRETE BASE OF AN OLD GASOLINE
 SC0371'PUMP.
 SC0371
 SC0371                          STATION RECOVERY (1987)
 SC0371
 SC0371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SC0371'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  6.0 KM
 SC0371'(3.75 MI) WESTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF STATE
 SC0371'HIGHWAY 433 AT THE WEST EDGE OF RAINIER, THENCE 2.8 KM (1.75 MI)
 SC0371'SOUTHEASTERLY ALONG OLD RAINIER ROAD, IN THE EAST END OF THE CONCRETE
 SC0371'FOUNDATION OF A GAS PUMP AT AN ABANDONED SERVICE STATION, 14.0 M
 SC0371'(45.9 FT) SOUTHEAST OF THE SOUTHWEST CORNER OF THE STATION, 9.4 M
 SC0371'(30.8 FT) NORTH OF THE CENTERLINE OF THE ROAD, 0.8 M (2.6 FT) EAST OF
 SC0371'THE EAST ONE OF TWO GAS PUMPS, AND 0.5 M (1.6 FT) NORTH OF A STEEL
 SC0371'POST.  NOTE--NOT LEVELED TO THIS SURVEY.
 SC0371'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 SC0371
 SC0371                          STATION RECOVERY (1989)
 SC0371
 SC0371'RECOVERY NOTE BY US POWER SQUADRON 1989 (RCC)
 SC0371'RECOVERED IN GOOD CONDITION.
 SC0371
 SC0371                          STATION RECOVERY (2004)
 SC0371
 SC0371'RECOVERY NOTE BY US POWER SQUADRON 2004 (SO)
 SC0371'PUMP BASE STILL EXISTS BUT UNABLE TO LOCATE THE DISK. STATION SHOULD
 SC0371'BE CONSIDERED LOST
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0809 ***********************************************************************
 RD0809  DESIGNATION -  C 205
 RD0809  PID         -  RD0809
 RD0809  STATE/COUNTY-  OR/COLUMBIA
 RD0809  USGS QUAD   -  PITTSBURG (1979)
 RD0809
 RD0809                         *CURRENT SURVEY CONTROL
 RD0809  ___________________________________________________________________
 RD0809* NAD 83(1986)-  45 52 54.     (N)    123 09 20.     (W)     SCALED    
 RD0809* NAVD 88     -       182.652  (meters)     599.25   (feet)  ADJUSTED  
 RD0809  ___________________________________________________________________
 RD0809  GEOID HEIGHT-         -21.58  (meters)                     GEOID03
 RD0809  DYNAMIC HT  -         182.658 (meters)     599.27  (feet)  COMP
 RD0809  MODELED GRAV-     980,642.2   (mgal)                       NAVD 88
 RD0809
 RD0809  VERT ORDER  -  SECOND    CLASS 0
 RD0809
 RD0809.The horizontal coordinates were scaled from a topographic map and have
 RD0809.an estimated accuracy of +/- 6 seconds.
 RD0809
 RD0809.The orthometric height was determined by differential leveling
 RD0809.and adjusted in June 1991.
 RD0809
 RD0809.The geoid height was determined by GEOID03.
 RD0809
 RD0809.The dynamic height is computed by dividing the NAVD 88
 RD0809.geopotential number by the normal gravity value computed on the
 RD0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0809.degrees latitude (g = 980.6199 gals.).
 RD0809
 RD0809.The modeled gravity was interpolated from observed gravity values.
 RD0809
 RD0809;                    North         East    Units  Estimated Accuracy
 RD0809;SPC OR N     -   249,530.    2,293,900.      MT  (+/- 180 meters Scaled)
 RD0809
 RD0809                          SUPERSEDED SURVEY CONTROL
 RD0809
 RD0809  NGVD 29 (??/??/92)  181.560  (m)          595.67   (f) ADJ UNCH    2 0
 RD0809
 RD0809.Superseded values are not recommended for survey control.
 RD0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0809.See file dsdata.txt to determine how the superseded data were derived.
 RD0809
 RD0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR879809(NAD 83)
 RD0809_MARKER: DD = SURVEY DISK
 RD0809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0809_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0809_STAMPING: 595 C 205 1934
 RD0809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0809+STABILITY: SURFACE MOTION
 RD0809
 RD0809  HISTORY     - Date     Condition        Report By
 RD0809  HISTORY     - 1934     MONUMENTED       ORDT
 RD0809  HISTORY     - 1961     GOOD             NGS
 RD0809  HISTORY     - 1988     GOOD             USPSQD
 RD0809  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 RD0809
 RD0809                          STATION DESCRIPTION
 RD0809
 RD0809'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RD0809'2.2 MI SW FROM PITTSBURG.
 RD0809'FROM PITTSBURG GO SOUTHWEST ON STATE HIGWAY 47 FOR 2.2 MILES, THIS IS
 RD0809'50 YARDS SOUTH OF A T ROAD TO KEASEY.  BENCH MARK IS A STANDARD DISK
 RD0809'SET IN TOP OF A CONE CONCRETE POST, ACROSS THE HIGHWAY FROM THE HOME
 RD0809'OF E.L ATKINS, 24 FEET EAST OF THE CENTER OF THE HIGHWAY, AND 1 FOOT
 RD0809'SOUTH OF A WITNESS POST.
 RD0809
 RD0809                          STATION RECOVERY (1988)
 RD0809
 RD0809'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCC)
 RD0809'RECOVERED IN GOOD CONDITION.
 RD0809
 RD0809                          STATION RECOVERY (1989)
 RD0809
 RD0809'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RD0809'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH0816 ***********************************************************************
 OH0816  DESIGNATION -  C 21
 OH0816  PID         -  OH0816
 OH0816  STATE/COUNTY-  OR/MALHEUR
 OH0816  USGS QUAD   -  VINES HILL (1967)
 OH0816
 OH0816                         *CURRENT SURVEY CONTROL
 OH0816  ___________________________________________________________________
 OH0816* NAD 83(1986)-  43 57 18.     (N)    117 26 28.     (W)     SCALED    
 OH0816* NAVD 88     -       718.274  (meters)    2356.54   (feet)  POSTED    
 OH0816  ___________________________________________________________________
 OH0816  GEOID HEIGHT-         -18.02  (meters)                     GEOID03
 OH0816  DYNAMIC HT  -         718.040 (meters)    2355.77  (feet)  COMP
 OH0816  MODELED GRAV-     980,268.2   (mgal)                       NAVD 88
 OH0816
 OH0816  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OH0816
 OH0816.The horizontal coordinates were scaled from a topographic map and have
 OH0816.an estimated accuracy of +/- 6 seconds.
 OH0816
 OH0816.The orthometric height was determined by differential leveling
 OH0816.and adjusted by the  in 1992.
 OH0816.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OH0816.rate of 0.0 thru 1.0 mm/km.
 OH0816
 OH0816.The geoid height was determined by GEOID03.
 OH0816
 OH0816.The dynamic height is computed by dividing the NAVD 88
 OH0816.geopotential number by the normal gravity value computed on the
 OH0816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0816.degrees latitude (g = 980.6199 gals.).
 OH0816
 OH0816.The modeled gravity was interpolated from observed gravity values.
 OH0816
 OH0816;                    North         East    Units  Estimated Accuracy
 OH0816;SPC OR S     -   258,690.    1,745,470.      MT  (+/- 180 meters Scaled)
 OH0816
 OH0816                          SUPERSEDED SURVEY CONTROL
 OH0816
 OH0816  NGVD 29 (??/??/92)  717.260  (m)         2353.21   (f) ADJ UNCH    1 2
 OH0816
 OH0816.Superseded values are not recommended for survey control.
 OH0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0816.See file dsdata.txt to determine how the superseded data were derived.
 OH0816
 OH0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ646669(NAD 83)
 OH0816_MARKER: Q = CHISELED SQUARE
 OH0816_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OH0816_SP_SET: CULVERT
 OH0816_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH0816
 OH0816  HISTORY     - Date     Condition        Report By
 OH0816  HISTORY     - UNK      MONUMENTED       CGS
 OH0816  HISTORY     - 1935     GOOD             NGS
 OH0816
 OH0816                          STATION DESCRIPTION
 OH0816
 OH0816'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 OH0816'3.6 MI W FROM HOPE.
 OH0816'3.6 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM HOPE, MALHEUR
 OH0816'COUNTY, ON THE SOUTH HEADWALL OF CULVERT 27.06, 5 FEET FROM THE WEST
 OH0816'END.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0691 ***********************************************************************
 QE0691  DESIGNATION -  C 214
 QE0691  PID         -  QE0691
 QE0691  STATE/COUNTY-  OR/POLK
 QE0691  USGS QUAD   -  RICKREALL (1976)
 QE0691
 QE0691                         *CURRENT SURVEY CONTROL
 QE0691  ___________________________________________________________________
 QE0691* NAD 83(1986)-  44 55 04.     (N)    123 13 43.     (W)     SCALED    
 QE0691* NAVD 88     -        65.338  (meters)     214.36   (feet)  ADJUSTED  
 QE0691  ___________________________________________________________________
 QE0691  GEOID HEIGHT-         -22.37  (meters)                     GEOID03
 QE0691  DYNAMIC HT  -          65.336 (meters)     214.36  (feet)  COMP
 QE0691  MODELED GRAV-     980,589.8   (mgal)                       NAVD 88
 QE0691
 QE0691  VERT ORDER  -  SECOND    CLASS 0
 QE0691
 QE0691.The horizontal coordinates were scaled from a topographic map and have
 QE0691.an estimated accuracy of +/- 6 seconds.
 QE0691
 QE0691.The orthometric height was determined by differential leveling
 QE0691.and adjusted in June 1991.
 QE0691
 QE0691.The geoid height was determined by GEOID03.
 QE0691
 QE0691.The dynamic height is computed by dividing the NAVD 88
 QE0691.geopotential number by the normal gravity value computed on the
 QE0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0691.degrees latitude (g = 980.6199 gals.).
 QE0691
 QE0691.The modeled gravity was interpolated from observed gravity values.
 QE0691
 QE0691;                    North         East    Units  Estimated Accuracy
 QE0691;SPC OR N     -   142,660.    2,284,610.      MT  (+/- 180 meters Scaled)
 QE0691
 QE0691                          SUPERSEDED SURVEY CONTROL
 QE0691
 QE0691  NGVD 29 (??/??/92)   64.313  (m)          211.00   (f) ADJ UNCH    2 0
 QE0691
 QE0691.Superseded values are not recommended for survey control.
 QE0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0691.See file dsdata.txt to determine how the superseded data were derived.
 QE0691
 QE0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ819738(NAD 83)
 QE0691_MARKER: DD = SURVEY DISK
 QE0691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0691_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0691_STAMPING: 206 C 214 1929 1934 1941
 QE0691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0691+STABILITY: SURFACE MOTION
 QE0691
 QE0691  HISTORY     - Date     Condition        Report By
 QE0691  HISTORY     - 1941     MONUMENTED       ORGS
 QE0691  HISTORY     - 1968     GOOD             NGS
 QE0691  HISTORY     - 1985     GOOD             USPSQD
 QE0691  HISTORY     - 19961005 MARK NOT FOUND   USPSQD
 QE0691
 QE0691                          STATION DESCRIPTION
 QE0691
 QE0691'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 QE0691'0.8 MI S FROM RICKREALL.
 QE0691'0.8 MILE SOUTH ALONG U.S. HIGHWAY 99W, FROM THE JUNCTION OF U.S.
 QE0691'HIGHWAY 99W AND STATE HIGHWAY 22, AT THE FORMER LOCATION OF THE
 QE0691'NESMITH STATION ON THE SOUTHERN PACIFIC RAILROAD, 66 FEET SOUTH OF THE
 QE0691'NEAREST RAIL, 56 FEET WEST OF THE CENTER OF U.S. HIGHWAY 99W, 2.5 FEET
 QE0691'NORTHWEST OF A POWER POLE WITH A WITNESS SIGN NAILED ON IT AND 1.5
 QE0691'FEET EAST OF THE SOUTHEAST CORNER OF A BUILDING WHERE SHELL FERTILIZER
 QE0691'IS SOLD, SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4
 QE0691'INCHES.
 QE0691
 QE0691                          STATION RECOVERY (1985)
 QE0691
 QE0691'RECOVERY NOTE BY US POWER SQUADRON 1985
 QE0691'RECOVERED IN GOOD CONDITION.
 QE0691
 QE0691                          STATION RECOVERY (1996)
 QE0691
 QE0691'RECOVERY NOTE BY US POWER SQUADRON 1996
 QE0691'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0034 ***********************************************************************
 PB0034  DESIGNATION -  C 22
 PB0034  PID         -  PB0034
 PB0034  STATE/COUNTY-  OR/DESCHUTES
 PB0034  USGS QUAD   -  POTATO LAKE (1983)
 PB0034
 PB0034                         *CURRENT SURVEY CONTROL
 PB0034  ___________________________________________________________________
 PB0034* NAD 83(1986)-  43 37 13.     (N)    120 10 57.     (W)     SCALED    
 PB0034* NAVD 88     -      1349.756  (meters)    4428.32   (feet)  ADJUSTED  
 PB0034  ___________________________________________________________________
 PB0034  GEOID HEIGHT-         -19.76  (meters)                     GEOID03
 PB0034  DYNAMIC HT  -        1349.092 (meters)    4426.15  (feet)  COMP
 PB0034  MODELED GRAV-     980,080.2   (mgal)                       NAVD 88
 PB0034
 PB0034  VERT ORDER  -  FIRST     CLASS II
 PB0034
 PB0034.The horizontal coordinates were scaled from a topographic map and have
 PB0034.an estimated accuracy of +/- 6 seconds.
 PB0034
 PB0034.The orthometric height was determined by differential leveling
 PB0034.and adjusted in June 1991.
 PB0034
 PB0034.The geoid height was determined by GEOID03.
 PB0034
 PB0034.The dynamic height is computed by dividing the NAVD 88
 PB0034.geopotential number by the normal gravity value computed on the
 PB0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0034.degrees latitude (g = 980.6199 gals.).
 PB0034
 PB0034.The modeled gravity was interpolated from observed gravity values.
 PB0034
 PB0034;                    North         East    Units  Estimated Accuracy
 PB0034;SPC OR S     -   217,060.    1,525,630.      MT  (+/- 180 meters Scaled)
 PB0034
 PB0034                          SUPERSEDED SURVEY CONTROL
 PB0034
 PB0034  NGVD 29 (??/??/92) 1348.532  (m)         4424.31   (f) ADJ UNCH    1 2
 PB0034
 PB0034.Superseded values are not recommended for survey control.
 PB0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0034.See file dsdata.txt to determine how the superseded data were derived.
 PB0034
 PB0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGP273335(NAD 83)
 PB0034_MARKER: DB = BENCH MARK DISK
 PB0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0034_STAMPING: C 22 1920
 PB0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0034+STABILITY: SURFACE MOTION
 PB0034
 PB0034  HISTORY     - Date     Condition        Report By
 PB0034  HISTORY     - 1920     MONUMENTED       CGS
 PB0034  HISTORY     - 1943     MARK NOT FOUND   NGS
 PB0034  HISTORY     - 1980     MARK NOT FOUND   USGS
 PB0034
 PB0034                          STATION DESCRIPTION
 PB0034
 PB0034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PB0034'4.9 MI SE FROM HAMPTON.
 PB0034'ABOUT 4.9 MILES SOUTHEAST ALONG THE CENTRAL OREGON HIGHWAY (U.S. 20)
 PB0034'FROM THE SERVICE STATION AT HAMPTON, DESCHUTES COUNTY, ABOUT 2 MILES
 PB0034'SOUTHEAST OF THE JUNCTION OF THE OLD BEND-BURNS ROAD, ABOUT 1/4 MILE
 PB0034'SOUTH OF HIGHWAY SURVEY STATION 3569, 15 FEET NORTH OF THE ROAD, AND
 PB0034'AT A SMALL CAIRN.  A STANDARD DISK, STAMPED C 22 1920 AND SET IN THE
 PB0034'TOP OF A CONCRETE POST.
 PB0034
 PB0034                          STATION RECOVERY (1980)
 PB0034
 PB0034'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 PB0034'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1010 ***********************************************************************
 RD1010  DESIGNATION -  C 223
 RD1010  PID         -  RD1010
 RD1010  STATE/COUNTY-  OR/TILLAMOOK
 RD1010  USGS QUAD   -  TILLAMOOK (1985)
 RD1010
 RD1010                         *CURRENT SURVEY CONTROL
 RD1010  ___________________________________________________________________
 RD1010* NAD 83(1986)-  45 27 25.     (N)    123 48 25.     (W)     SCALED    
 RD1010* NAVD 88     -        16.900  (meters)      55.45   (feet)  ADJUSTED  
 RD1010  ___________________________________________________________________
 RD1010  GEOID HEIGHT-         -21.99  (meters)                     GEOID03
 RD1010  DYNAMIC HT  -          16.901 (meters)      55.45  (feet)  COMP
 RD1010  MODELED GRAV-     980,690.8   (mgal)                       NAVD 88
 RD1010
 RD1010  VERT ORDER  -  FIRST     CLASS II
 RD1010
 RD1010.The horizontal coordinates were scaled from a topographic map and have
 RD1010.an estimated accuracy of +/- 6 seconds.
 RD1010
 RD1010.The orthometric height was determined by differential leveling
 RD1010.and adjusted in June 1991.
 RD1010
 RD1010.The geoid height was determined by GEOID03.
 RD1010
 RD1010.The dynamic height is computed by dividing the NAVD 88
 RD1010.geopotential number by the normal gravity value computed on the
 RD1010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1010.degrees latitude (g = 980.6199 gals.).
 RD1010
 RD1010.The modeled gravity was interpolated from observed gravity values.
 RD1010
 RD1010;                    North         East    Units  Estimated Accuracy
 RD1010;SPC OR N     -   204,230.    2,241,440.      MT  (+/- 180 meters Scaled)
 RD1010
 RD1010                          SUPERSEDED SURVEY CONTROL
 RD1010
 RD1010  NGVD 29 (??/??/92)   15.857  (m)           52.02   (f) ADJ UNCH    1 2
 RD1010
 RD1010.Superseded values are not recommended for survey control.
 RD1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1010.See file dsdata.txt to determine how the superseded data were derived.
 RD1010
 RD1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR369340(NAD 83)
 RD1010_MARKER: DD = SURVEY DISK
 RD1010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD1010_SP_SET: CONCRETE POST
 RD1010_STAMPING: C 223 1937
 RD1010_MARK LOGO: ORHD  
 RD1010_PROJECTION: FLUSH
 RD1010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD1010+STABILITY: SURFACE MOTION
 RD1010_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD1010+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2004
 RD1010
 RD1010  HISTORY     - Date     Condition        Report By
 RD1010  HISTORY     - 1937     MONUMENTED       ORHD
 RD1010  HISTORY     - 1964     GOOD             NGS
 RD1010  HISTORY     - 1987     GOOD             NGS
 RD1010  HISTORY     - 20040612 GOOD             USPSQD
 RD1010
 RD1010                          STATION DESCRIPTION
 RD1010
 RD1010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 RD1010'1.7 MI E FROM TILLAMOOK.
 RD1010'1.7 MILES EAST ALONG THIRD STREET FROM THE TILLAMOOK POST OFFICE, IN
 RD1010'FRONT OF THE FAIR GROUNDS PAVILLION, OPPOSITE THE WILSON RIVER LOOP
 RD1010'HIGHWAY NORTH, 82 FEET SOUTH OF THE CENTER OF THIRD STREET, 48 FEET
 RD1010'NORTH OF THE MAIN ENTRANCE TO THE FAIR GROUNDS AND 2 FEET NORTH OF THE
 RD1010'PIONEER MONUMENT.  THE MONUMENT PROJECTS 4 INCHES.
 RD1010
 RD1010                          STATION RECOVERY (1987)
 RD1010
 RD1010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD1010'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  0.2 KM (0.10
 RD1010'MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM ITS JUNCTION WITH STATE
 RD1010'HIGHWAY 6 IN TILLAMOOK, THENCE 2.8 KM (1.75 MI) EASTERLY ALONG THIRD
 RD1010'STREET, AT THE PIONEER MONUMENT AT THE NORTH ENTRANCE TO THE COUNTY
 RD1010'FAIRGROUNDS, 24.5 M (80.4 FT) SOUTH OF THE CENTERLINE OF THE STREET,
 RD1010'20.9 M (68.6 FT) NORTH OF THE CENTER OF THE ENTRANCE, 15.9 M (52.2
 RD1010'FT) EAST OF THE CENTER OF THE WEST DRIVEWAY, 15.5 M (50.9 FT) WEST OF
 RD1010'THE CENTER OF THE EAST DRIVEWAY, AND 0.1 M (0.3 FT) NORTH OF THE
 RD1010'CENTER OF THE NORTH EDGE OF THE MONUMENT.  NOTE--NOT LEVELED TO THIS
 RD1010'SURVEY.
 RD1010'THE MARK IS ABOVE LEVEL WITH THE STREET.
 RD1010
 RD1010                          STATION RECOVERY (2004)
 RD1010
 RD1010'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 RD1010'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0334 ***********************************************************************
 RD0334  DESIGNATION -  C 224
 RD0334  PID         -  RD0334
 RD0334  STATE/COUNTY-  OR/MULTNOMAH
 RD0334  USGS QUAD   -  GLADSTONE (1984)
 RD0334
 RD0334                         *CURRENT SURVEY CONTROL
 RD0334  ___________________________________________________________________
 RD0334* NAD 83(1986)-  45 29 55.     (N)    122 37 06.     (W)     SCALED    
 RD0334* NAVD 88     -        59.592  (meters)     195.51   (feet)  ADJUSTED  
 RD0334  ___________________________________________________________________
 RD0334  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 RD0334  DYNAMIC HT  -          59.592 (meters)     195.51  (feet)  COMP
 RD0334  MODELED GRAV-     980,623.0   (mgal)                       NAVD 88
 RD0334
 RD0334  VERT ORDER  -  SECOND    CLASS 0
 RD0334
 RD0334.The horizontal coordinates were scaled from a topographic map and have
 RD0334.an estimated accuracy of +/- 6 seconds.
 RD0334
 RD0334.The orthometric height was determined by differential leveling
 RD0334.and adjusted in June 1991.
 RD0334
 RD0334.The geoid height was determined by GEOID03.
 RD0334
 RD0334.The dynamic height is computed by dividing the NAVD 88
 RD0334.geopotential number by the normal gravity value computed on the
 RD0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0334.degrees latitude (g = 980.6199 gals.).
 RD0334
 RD0334.The modeled gravity was interpolated from observed gravity values.
 RD0334
 RD0334;                    North         East    Units  Estimated Accuracy
 RD0334;SPC OR N     -   205,740.    2,334,470.      MT  (+/- 180 meters Scaled)
 RD0334
 RD0334                          SUPERSEDED SURVEY CONTROL
 RD0334
 RD0334  NGVD 29 (??/??/92)   58.528  (m)          192.02   (f) ADJ UNCH    2 0
 RD0334
 RD0334.Superseded values are not recommended for survey control.
 RD0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0334.See file dsdata.txt to determine how the superseded data were derived.
 RD0334
 RD0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER298384(NAD 83)
 RD0334_MARKER: DB = BENCH MARK DISK
 RD0334_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD0334_SP_SET: RETAINING WALL
 RD0334_STAMPING: C 224 1934 192
 RD0334_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0334_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD0334+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2006
 RD0334
 RD0334  HISTORY     - Date     Condition        Report By
 RD0334  HISTORY     - 1934     MONUMENTED       ORGS
 RD0334  HISTORY     - 1952     GOOD             NGS
 RD0334  HISTORY     - 1984     GOOD             USPSQD
 RD0334  HISTORY     - 1988     GOOD             USPSQD
 RD0334  HISTORY     - 1989     GOOD             USPSQD
 RD0334  HISTORY     - 1990     GOOD             USPSQD
 RD0334  HISTORY     - 1990     GOOD             USPSQD
 RD0334  HISTORY     - 19940219 GOOD             USPSQD
 RD0334  HISTORY     - 20060517 GOOD             USPSQD
 RD0334
 RD0334                          STATION DESCRIPTION
 RD0334
 RD0334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 RD0334'IN PORTLAND.
 RD0334'IN THE SOUTHEAST PART OF PORTLAND, MULTNOMAH COUNTY, AT THE SOUTHEAST
 RD0334'CORNER OF THE INTERSECTION OF SOUTHEAST FORTY-THIRD AVENUE AND
 RD0334'SOUTHEAST FRANKLIN STREET, ABOUT 150 FEET NORTHWEST OF THE SAINT
 RD0334'IGNATIUS SCHOOL, AND IN THE TOP OF A LOW CONCRETE RETAINING WALL.  A
 RD0334'STATE SURVEY STANDARD DISK, STAMPED 192 C 224 1934.
 RD0334
 RD0334                          STATION RECOVERY (1984)
 RD0334
 RD0334'RECOVERY NOTE BY US POWER SQUADRON 1984
 RD0334'RECOVERED IN GOOD CONDITION.
 RD0334
 RD0334                          STATION RECOVERY (1988)
 RD0334
 RD0334'RECOVERY NOTE BY US POWER SQUADRON 1988 (KRN)
 RD0334'RECOVERED IN GOOD CONDITION.
 RD0334
 RD0334                          STATION RECOVERY (1989)
 RD0334
 RD0334'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RD0334'RECOVERED IN GOOD CONDITION.
 RD0334
 RD0334                          STATION RECOVERY (1990)
 RD0334
 RD0334'RECOVERY NOTE BY US POWER SQUADRON 1990 (FV)
 RD0334'RECOVERED IN GOOD CONDITION.
 RD0334
 RD0334                          STATION RECOVERY (1990)
 RD0334
 RD0334'RECOVERY NOTE BY US POWER SQUADRON 1990 (KRN)
 RD0334'RECOVERED IN GOOD CONDITION.
 RD0334
 RD0334                          STATION RECOVERY (1994)
 RD0334
 RD0334'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD0334'RECOVERED IN GOOD CONDITION.
 RD0334
 RD0334                          STATION RECOVERY (2006)
 RD0334
 RD0334'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 RD0334'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0593 ***********************************************************************
 QE0593  DESIGNATION -  C 226
 QE0593  PID         -  QE0593
 QE0593  STATE/COUNTY-  OR/POLK
 QE0593  USGS QUAD   -  AIRLIE NORTH (1974)
 QE0593
 QE0593                         *CURRENT SURVEY CONTROL
 QE0593  ___________________________________________________________________
 QE0593* NAD 83(1986)-  44 51 12.     (N)    123 21 27.     (W)     SCALED    
 QE0593* NAVD 88     -        89.449  (meters)     293.47   (feet)  ADJUSTED  
 QE0593  ___________________________________________________________________
 QE0593  GEOID HEIGHT-         -21.98  (meters)                     GEOID03
 QE0593  DYNAMIC HT  -          89.448 (meters)     293.46  (feet)  COMP
 QE0593  MODELED GRAV-     980,598.8   (mgal)                       NAVD 88
 QE0593
 QE0593  VERT ORDER  -  SECOND    CLASS 0
 QE0593
 QE0593.The horizontal coordinates were scaled from a topographic map and have
 QE0593.an estimated accuracy of +/- 6 seconds.
 QE0593
 QE0593.The orthometric height was determined by differential leveling
 QE0593.and adjusted in June 1991.
 QE0593
 QE0593.The geoid height was determined by GEOID03.
 QE0593
 QE0593.The dynamic height is computed by dividing the NAVD 88
 QE0593.geopotential number by the normal gravity value computed on the
 QE0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0593.degrees latitude (g = 980.6199 gals.).
 QE0593
 QE0593.The modeled gravity was interpolated from observed gravity values.
 QE0593
 QE0593;                    North         East    Units  Estimated Accuracy
 QE0593;SPC OR N     -   135,860.    2,274,190.      MT  (+/- 180 meters Scaled)
 QE0593
 QE0593                          SUPERSEDED SURVEY CONTROL
 QE0593
 QE0593  NGVD 29 (??/??/92)   88.416  (m)          290.08   (f) ADJ UNCH    2 0
 QE0593
 QE0593.Superseded values are not recommended for survey control.
 QE0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0593.See file dsdata.txt to determine how the superseded data were derived.
 QE0593
 QE0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ717667(NAD 83)
 QE0593_MARKER: DB = BENCH MARK DISK
 QE0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0593_SP_SET: CONCRETE POST
 QE0593_STAMPING: 290-C 266 1934
 QE0593_MARK LOGO: CGS+SS
 QE0593_MAGNETIC: N = NO MAGNETIC MATERIAL
 QE0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0593+STABILITY: SURFACE MOTION
 QE0593
 QE0593  HISTORY     - Date     Condition        Report By
 QE0593  HISTORY     - 1934     MONUMENTED       CGS
 QE0593  HISTORY     - 1966     MARK NOT FOUND   NGS
 QE0593  HISTORY     - 19920820 GOOD             NGS
 QE0593
 QE0593                          STATION DESCRIPTION
 QE0593
 QE0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QE0593'5.7 MI S FROM DALLAS.
 QE0593'5.7 MI. SOUTH ALONG KINGS VALLEY ROAD, FROM COURT HOUSE.  ALONG THE
 QE0593'DALLAS-KINGS VALLEY HIGHWAY, AT THE JUNCTION WITH THE ROAD TO FALLS
 QE0593'CITY, IN CENTER OF WYE FORMED BY THE JUNCTION, 30 FEET WEST OF CENTER
 QE0593'LINE OF DALLAS-KINGS VALLEY HIGHWAY, PLACE KNOWN AS HENRY FERN CORNER.
 QE0593
 QE0593                          STATION RECOVERY (1966)
 QE0593
 QE0593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 QE0593'MARK NOT FOUND.
 QE0593
 QE0593                          STATION RECOVERY (1992)
 QE0593
 QE0593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 QE0593'RECOVERED IN GOOD CONDITION, HOWEVER, CONSTRUCTION MAY DESTROY IT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2139 ***********************************************************************
 QE2139  DESIGNATION -  C 226
 QE2139  PID         -  QE2139
 QE2139  STATE/COUNTY-  OR/LANE
 QE2139  USGS QUAD   -  HARRISBURG (1969)
 QE2139
 QE2139                         *CURRENT SURVEY CONTROL
 QE2139  ___________________________________________________________________
 QE2139* NAD 83(1991)-  44 15 11.51050(N)    123 13 28.15762(W)     ADJUSTED  
 QE2139* NAVD 88     -        95.37   (+/-2cm)     312.9    (feet)  VERTCON   
 QE2139  ___________________________________________________________________
 QE2139  LAPLACE CORR-          -4.55  (seconds)                    DEFLEC99
 QE2139  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 QE2139  HORZ ORDER  -  SECOND
 QE2139  VERT ORDER  -  THIRD ? (See Below)
 QE2139
 QE2139.The horizontal coordinates were established by classical geodetic methods
 QE2139.and adjusted by the National Geodetic Survey in October 1991.
 QE2139
 QE2139.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE2139.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE2139.The vertical order pertains to the NGVD 29 superseded value.
 QE2139
 QE2139.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2139
 QE2139.The geoid height was determined by GEOID03.
 QE2139
 QE2139;                    North         East     Units Scale Factor Converg.
 QE2139;SPC OR S     -   290,877.903 1,282,432.841   MT  1.00007423   -1 51 50.2
 QE2139;SPC OR S     -   954,323.83  4,207,456.83   iFT  1.00007423   -1 51 50.2
 QE2139;SPC OR N     -    68,846.626 2,282,447.253   MT  1.00002114   -1 55 55.8
 QE2139;SPC OR N     -   225,874.76  7,488,344.01   iFT  1.00002114   -1 55 55.8
 QE2139;UTM  10      - 4,900,020.039   482,078.571   MT  0.99960395   -0 09 24.0
 QE2139
 QE2139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2139!SPC OR S     -   0.99998865  x   1.00007423  =   1.00006288
 QE2139!SPC OR N     -   0.99998865  x   1.00002114  =   1.00000979
 QE2139!UTM  10      -   0.99998865  x   0.99960395  =   0.99959261
 QE2139
 QE2139                          SUPERSEDED SURVEY CONTROL
 QE2139
 QE2139  NAD 83(1986)-  44 15 11.52741(N)    123 13 28.18399(W) AD(       ) 2
 QE2139  NAD 27      -  44 15 12.08293(N)    123 13 23.84604(W) AD(       ) 2
 QE2139  NGVD 29 (07/19/86)   94.31   (m)          309.4    (f) LEVELING    3  
 QE2139
 QE2139.Superseded values are not recommended for survey control.
 QE2139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2139.See file dsdata.txt to determine how the superseded data were derived.
 QE2139
 QE2139_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ8207900020(NAD 83)
 QE2139
 QE2139  HISTORY     - Date     Condition        Report By
 QE2139  HISTORY     - 1945     MONUMENTED       ORDT
 QE2139
 QE2139                          STATION DESCRIPTION
 QE2139
 QE2139'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1945
 QE2139'SEE STATION STROME
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2749 ***********************************************************************
 QE2749  DESIGNATION -  C 226 RESET
 QE2749  PID         -  QE2749
 QE2749  STATE/COUNTY-  OR/POLK
 QE2749  USGS QUAD   -  AIRLIE NORTH (1974)
 QE2749
 QE2749                         *CURRENT SURVEY CONTROL
 QE2749  ___________________________________________________________________
 QE2749* NAD 83(1986)-  44 51 12.     (N)    123 21 27.     (W)     SCALED    
 QE2749* NAVD 88     -        91.55   (meters)     300.4    (feet)  RESET     
 QE2749  ___________________________________________________________________
 QE2749  GEOID HEIGHT-         -21.98  (meters)                     GEOID03
 QE2749  VERT ORDER  -  THIRD
 QE2749
 QE2749.The horizontal coordinates were scaled from a topographic map and have
 QE2749.an estimated accuracy of +/- 6 seconds.
 QE2749
 QE2749.The orthometric height was computed from unverified reset data.
 QE2749.No vertical observational check was made to the station.
 QE2749
 QE2749.The geoid height was determined by GEOID03.
 QE2749
 QE2749;                    North         East    Units  Estimated Accuracy
 QE2749;SPC OR N     -   135,860.    2,274,190.      MT  (+/- 180 meters Scaled)
 QE2749
 QE2749                          SUPERSEDED SURVEY CONTROL
 QE2749
 QE2749  NGVD 29 (10/26/06)   90.51   (m)          296.9    (f) RESET       3  
 QE2749
 QE2749.Superseded values are not recommended for survey control.
 QE2749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2749.See file dsdata.txt to determine how the superseded data were derived.
 QE2749
 QE2749_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ717667(NAD 83)
 QE2749_MARKER: DV = VERTICAL CONTROL DISK
 QE2749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE2749_SP_SET: CONCRETE POST
 QE2749_STAMPING: C 226 RESET 1992
 QE2749_MARK LOGO: NGS   
 QE2749_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QE2749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE2749+STABILITY: SURFACE MOTION
 QE2749
 QE2749  HISTORY     - Date     Condition        Report By
 QE2749  HISTORY     - 1992     MONUMENTED       NGS
 QE2749
 QE2749                          STATION DESCRIPTION
 QE2749
 QE2749'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 QE2749'LOCATED ALONG THE DALLAS-KINGS VALLEY HIGHWAY.  ABOUT 100 METERS
 QE2749'(328.1 FT) NE OF MILE POST 9, SET INTO A CONCRETE MONUMENT THAT IS
 QE2749'FLUSH WITH THE GROUND, 23.2 METERS (76.1 FT) ESE FROM THE CENTERLINE
 QE2749'OF KINGS VALLEY HIGHWAY, 7.7 METERS (25.3 FT) NNE OF THE CENTERLINE
 QE2749'OF FERN CORNER ROAD, 8.8 METERS (28.9 FT) SSE OF AN APPLE TREE AND
 QE2749'0.5 METER (1.6 FT) WNW FROM A WITNESS POST.  IT IS ABOUT 1 METER (3.3
 QE2749'FT) HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1482 ***********************************************************************
 QE1482  DESIGNATION -  C 227
 QE1482  PID         -  QE1482
 QE1482  STATE/COUNTY-  OR/LINN
 QE1482  USGS QUAD   -  TANGENT (1986)
 QE1482
 QE1482                         *CURRENT SURVEY CONTROL
 QE1482  ___________________________________________________________________
 QE1482* NAD 83(1986)-  44 31 37.     (N)    123 06 36.     (W)     SCALED    
 QE1482* NAVD 88     -        75.702  (meters)     248.37   (feet)  ADJUSTED  
 QE1482  ___________________________________________________________________
 QE1482  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 QE1482  DYNAMIC HT  -          75.696 (meters)     248.35  (feet)  COMP
 QE1482  MODELED GRAV-     980,536.3   (mgal)                       NAVD 88
 QE1482
 QE1482  VERT ORDER  -  FIRST     CLASS II
 QE1482
 QE1482.The horizontal coordinates were scaled from a topographic map and have
 QE1482.an estimated accuracy of +/- 6 seconds.
 QE1482
 QE1482.The orthometric height was determined by differential leveling
 QE1482.and adjusted in June 1991.
 QE1482
 QE1482.The geoid height was determined by GEOID03.
 QE1482
 QE1482.The dynamic height is computed by dividing the NAVD 88
 QE1482.geopotential number by the normal gravity value computed on the
 QE1482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1482.degrees latitude (g = 980.6199 gals.).
 QE1482
 QE1482.The modeled gravity was interpolated from observed gravity values.
 QE1482
 QE1482;                    North         East    Units  Estimated Accuracy
 QE1482;SPC OR N     -    98,950.    2,292,570.      MT  (+/- 180 meters Scaled)
 QE1482
 QE1482                          SUPERSEDED SURVEY CONTROL
 QE1482
 QE1482.No superseded survey control is available for this station.
 QE1482
 QE1482_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ912304(NAD 83)
 QE1482_MARKER: DB = BENCH MARK DISK
 QE1482_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QE1482_SP_SET: WINGWALL
 QE1482_STAMPING: C 227 1936 244.6
 QE1482_MARK LOGO: ORHD  
 QE1482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE1482+STABILITY: SURFACE MOTION
 QE1482_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QE1482+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2006
 QE1482
 QE1482  HISTORY     - Date     Condition        Report By
 QE1482  HISTORY     - 1936     MONUMENTED       ORHD
 QE1482  HISTORY     - 1987     GOOD             NGS
 QE1482  HISTORY     - 20060526 GOOD             USPSQD
 QE1482
 QE1482                          STATION DESCRIPTION
 QE1482
 QE1482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QE1482'11.7 KM (7.25 MI) SOUTH FROM ALBANY.
 QE1482'11.7 KM (7.25 MI) SOUTHERLY ALONG STATE HIGHWAY 99E FROM THE SOUTHERN
 QE1482'PACIFIC RAILROAD STATION IN ALBANY, IN THE NORTHEAST END OF THE
 QE1482'NORTHEAST WINGWALL OF A BRIDGE SPANNING LAKE CREEK, 5.2 M (17.1 FT)
 QE1482'EAST OF THE CENTERLINE OF THE HIGHWAY, 0.6 M (2.0 FT) NORTHEAST OF
 QE1482'THE NORTHEAST END OF THE EAST GUARDRAIL OF THE BRIDGE, AND 0.1 M
 QE1482'(0.3 FT) SOUTHWEST OF THE NORTHEAST END OF THE WINGWALL.
 QE1482'THE MARK IS 0.2 M ABOVE THE HIGHWAY.
 QE1482
 QE1482                          STATION RECOVERY (2006)
 QE1482
 QE1482'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 QE1482'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0614 ***********************************************************************
 QE0614  DESIGNATION -  C 232
 QE0614  PID         -  QE0614
 QE0614  STATE/COUNTY-  OR/BENTON
 QE0614  USGS QUAD   -  WREN (1984)
 QE0614
 QE0614                         *CURRENT SURVEY CONTROL
 QE0614  ___________________________________________________________________
 QE0614* NAD 83(1986)-  44 32 24.     (N)    123 22 53.     (W)     SCALED    
 QE0614* NAVD 88     -        84.805  (meters)     278.23   (feet)  ADJUSTED  
 QE0614  ___________________________________________________________________
 QE0614  GEOID HEIGHT-         -22.42  (meters)                     GEOID03
 QE0614  DYNAMIC HT  -          84.800 (meters)     278.21  (feet)  COMP
 QE0614  MODELED GRAV-     980,559.8   (mgal)                       NAVD 88
 QE0614
 QE0614  VERT ORDER  -  FIRST     CLASS II
 QE0614
 QE0614.The horizontal coordinates were scaled from a topographic map and have
 QE0614.an estimated accuracy of +/- 6 seconds.
 QE0614
 QE0614.The orthometric height was determined by differential leveling
 QE0614.and adjusted in June 1991.
 QE0614
 QE0614.The geoid height was determined by GEOID03.
 QE0614
 QE0614.The dynamic height is computed by dividing the NAVD 88
 QE0614.geopotential number by the normal gravity value computed on the
 QE0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0614.degrees latitude (g = 980.6199 gals.).
 QE0614
 QE0614.The modeled gravity was interpolated from observed gravity values.
 QE0614
 QE0614;                    North         East    Units  Estimated Accuracy
 QE0614;SPC OR N     -   101,130.    2,271,060.      MT  (+/- 180 meters Scaled)
 QE0614
 QE0614                          SUPERSEDED SURVEY CONTROL
 QE0614
 QE0614  NGVD 29 (??/??/92)   83.802  (m)          274.94   (f) ADJ UNCH    1 2
 QE0614
 QE0614.Superseded values are not recommended for survey control.
 QE0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0614.See file dsdata.txt to determine how the superseded data were derived.
 QE0614
 QE0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ697319(NAD 83)
 QE0614_MARKER: DD = SURVEY DISK
 QE0614_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QE0614_SP_SET: BRIDGE
 QE0614_STAMPING: 274 C 232 1934
 QE0614_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE0614
 QE0614  HISTORY     - Date     Condition        Report By
 QE0614  HISTORY     - 1934     MONUMENTED       ORHD
 QE0614  HISTORY     - 1961     GOOD             NGS
 QE0614  HISTORY     - 1969     MARK NOT FOUND   NGS
 QE0614  HISTORY     - 1987     MARK NOT FOUND   NGS
 QE0614
 QE0614                          STATION DESCRIPTION
 QE0614
 QE0614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 QE0614'2.4 MI SW FROM PHILOMATH.
 QE0614'REACHED FROM THE FIRST NATIONAL BANK AT PHILOMATH GO WEST ON U.S.
 QE0614'HIGHWAY 20 FOR 1.0 MILE TO THE JUNCTION WITH STATE HIGHWAY 34, LEFT,
 QE0614'ON STATE HIGHWAY 34 FOR 1.4 MILE TO A 6 BY 4 FOOT BOX CULVERT, THE
 QE0614'DISK IS SET IN THE CONCRETE HEADWALL AT THE NORTHWEST CORNER OF THE
 QE0614'BRIDGE.  NOTE-- NEW READ SIGNS HAVE BEEN INSTALLED.  THE SIGNS LISTED
 QE0614'IN THE DESCRIPTION HAVE PROBABLY BEEN DESTROYED.  OLD CONCRETE SIGN
 QE0614'FOOTING APPEAR TO BE MOSTLY COVERED WITH CRUSHED ROCK.  REPAVING MAY
 QE0614'HAVE CHANGED THE HIGHWAY ALIGNMENT BY SEVERAL FEET.
 QE0614
 QE0614                          STATION RECOVERY (1969)
 QE0614
 QE0614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 QE0614'MARK NOT FOUND.
 QE0614
 QE0614                          STATION RECOVERY (1987)
 QE0614
 QE0614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE0614'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0820 ***********************************************************************
 QD0820  DESIGNATION -  C 241
 QD0820  PID         -  QD0820
 QD0820  STATE/COUNTY-  OR/DESCHUTES
 QD0820  USGS QUAD   -  BEND (1981)
 QD0820
 QD0820                         *CURRENT SURVEY CONTROL
 QD0820  ___________________________________________________________________
 QD0820* NAD 83(1986)-  44 05 47.     (N)    121 18 11.     (W)     SCALED    
 QD0820* NAVD 88     -      1073.588  (meters)    3522.26   (feet)  ADJUSTED  
 QD0820  ___________________________________________________________________
 QD0820  GEOID HEIGHT-         -21.02  (meters)                     GEOID03
 QD0820  DYNAMIC HT  -        1073.172 (meters)    3520.90  (feet)  COMP
 QD0820  MODELED GRAV-     980,194.0   (mgal)                       NAVD 88
 QD0820
 QD0820  VERT ORDER  -  FIRST     CLASS II
 QD0820
 QD0820.The horizontal coordinates were scaled from a topographic map and have
 QD0820.an estimated accuracy of +/- 6 seconds.
 QD0820
 QD0820.The orthometric height was determined by differential leveling
 QD0820.and adjusted in June 1991.
 QD0820
 QD0820.The geoid height was determined by GEOID03.
 QD0820
 QD0820.The dynamic height is computed by dividing the NAVD 88
 QD0820.geopotential number by the normal gravity value computed on the
 QD0820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0820.degrees latitude (g = 980.6199 gals.).
 QD0820
 QD0820.The modeled gravity was interpolated from observed gravity values.
 QD0820
 QD0820;                    North         East    Units  Estimated Accuracy
 QD0820;SPC OR S     -   270,220.    1,435,690.      MT  (+/- 180 meters Scaled)
 QD0820
 QD0820                          SUPERSEDED SURVEY CONTROL
 QD0820
 QD0820  NGVD 29 (??/??/92) 1072.425  (m)         3518.45   (f) ADJ UNCH    1 2
 QD0820
 QD0820.Superseded values are not recommended for survey control.
 QD0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0820.See file dsdata.txt to determine how the superseded data were derived.
 QD0820
 QD0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP358839(NAD 83)
 QD0820_MARKER: DD = SURVEY DISK
 QD0820_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QD0820_SP_SET: BRIDGE DECK
 QD0820_STAMPING: C 241 1941
 QD0820_MARK LOGO: ORHD  
 QD0820_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0820_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QD0820+SATELLITE: SATELLITE OBSERVATIONS - July 12, 1988
 QD0820
 QD0820  HISTORY     - Date     Condition        Report By
 QD0820  HISTORY     - 1941     MONUMENTED       ORDT
 QD0820  HISTORY     - 1941     GOOD             NGS
 QD0820  HISTORY     - 1968     GOOD             NGS
 QD0820  HISTORY     - 19880712 GOOD             NGS
 QD0820
 QD0820                          STATION DESCRIPTION
 QD0820
 QD0820'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QD0820'2.7 MI N FROM BEND.
 QD0820'2.7 MILES NORTH BY ROAD.  MARK IS LOCATED ALONG U. S. HIGHWAY 97, 24
 QD0820'FEET SOUTH OF MILE POST 137, IN THE SOUTHWEST CORNER OF BRIDGE
 QD0820'4-137-01, IN DECK.
 QD0820
 QD0820                          STATION RECOVERY (1968)
 QD0820
 QD0820'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 QD0820'RECOVERED IN GOOD CONDITION.
 QD0820
 QD0820                          STATION RECOVERY (1988)
 QD0820
 QD0820'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QD0820'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  4.2 KM
 QD0820'(2.60 MI) NORTHERLY ALONG U.S. HIGHWAY 97 FROM THE SOUTH JUNCTION OF
 QD0820'U.S. HIGHWAY 20 IN BEND.  ADD--AT THE NORTH JUNCTION OF U.S. HIGHWAY
 QD0820'20.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0182 ***********************************************************************
 PC0182  DESIGNATION -  C 242
 PC0182  PID         -  PC0182
 PC0182  STATE/COUNTY-  OR/LANE
 PC0182  USGS QUAD   -  LOWELL (1986)
 PC0182
 PC0182                         *CURRENT SURVEY CONTROL
 PC0182  ___________________________________________________________________
 PC0182* NAD 83(1986)-  43 55 57.     (N)    122 50 30.     (W)     SCALED    
 PC0182* NAVD 88     -       190.700  (meters)     625.65   (feet)  ADJUSTED  
 PC0182  ___________________________________________________________________
 PC0182  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 PC0182  DYNAMIC HT  -         190.662 (meters)     625.53  (feet)  COMP
 PC0182  MODELED GRAV-     980,415.2   (mgal)                       NAVD 88
 PC0182
 PC0182  VERT ORDER  -  SECOND    CLASS 0
 PC0182
 PC0182.The horizontal coordinates were scaled from a topographic map and have
 PC0182.an estimated accuracy of +/- 6 seconds.
 PC0182
 PC0182.The orthometric height was determined by differential leveling
 PC0182.and adjusted in June 1991.
 PC0182
 PC0182.The geoid height was determined by GEOID03.
 PC0182
 PC0182.The dynamic height is computed by dividing the NAVD 88
 PC0182.geopotential number by the normal gravity value computed on the
 PC0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0182.degrees latitude (g = 980.6199 gals.).
 PC0182
 PC0182.The modeled gravity was interpolated from observed gravity values.
 PC0182
 PC0182;                    North         East    Units  Estimated Accuracy
 PC0182;SPC OR S     -   254,330.    1,312,000.      MT  (+/- 180 meters Scaled)
 PC0182
 PC0182                          SUPERSEDED SURVEY CONTROL
 PC0182
 PC0182  NGVD 29 (??/??/92)  189.591  (m)          622.02   (f) ADJ UNCH    2 0
 PC0182
 PC0182.Superseded values are not recommended for survey control.
 PC0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0182.See file dsdata.txt to determine how the superseded data were derived.
 PC0182
 PC0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP127643(NAD 83)
 PC0182_MARKER: DB = BENCH MARK DISK
 PC0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PC0182_STAMPING: C 242 1934
 PC0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0182+STABILITY: SURFACE MOTION
 PC0182_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PC0182+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2007
 PC0182
 PC0182  HISTORY     - Date     Condition        Report By
 PC0182  HISTORY     - 1934     MONUMENTED       CGS
 PC0182  HISTORY     - 1942     GOOD             NGS
 PC0182  HISTORY     - 1950     GOOD             NGS
 PC0182  HISTORY     - 1981     GOOD             LOCSUR
 PC0182  HISTORY     - 1984     MARK NOT FOUND   USGS
 PC0182  HISTORY     - 19840523 MARK NOT FOUND   USGS
 PC0182  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 PC0182  HISTORY     - 20070129 GOOD             OR-039
 PC0182
 PC0182                          STATION DESCRIPTION
 PC0182
 PC0182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 PC0182'9.8 MI SE FROM GOSHEN.
 PC0182'9.8 MILES SOUTHEAST OF THE POST OFFICE ALONG STATE HIGHWAY 58, 35 FEET
 PC0182'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 110 FEET NORTHWEST OF
 PC0182'LOST CREEK BRIDGE.  WITNESS POST SET.
 PC0182
 PC0182                          STATION RECOVERY (1950)
 PC0182
 PC0182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 PC0182'RECOVERED IN GOOD CONDITION.
 PC0182
 PC0182                          STATION RECOVERY (1981)
 PC0182
 PC0182'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 PC0182'ABOUT 100 FEET SOUTHEASTERLY FROM THE CENTERLINE DRIVE TO ADDRESS
 PC0182'38323 WHEELER ROAD AND 10 FEET NORTHEASTERLY FROM TAGGED PP AND L
 PC0182'POWER POLE 082600 LOCATED IN FIELD. A BRASS CAP IN CONCRETE MONUMENT
 PC0182'STAMPED 'C-242 1934' FLUSH WITH GROUND.
 PC0182
 PC0182                          STATION RECOVERY (1984)
 PC0182
 PC0182'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 PC0182'MARK NOT FOUND.
 PC0182
 PC0182                          STATION RECOVERY (1984)
 PC0182
 PC0182'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984 (JRS)
 PC0182'MARK NOT FOUND.
 PC0182
 PC0182                          STATION RECOVERY (1990)
 PC0182
 PC0182'RECOVERY NOTE BY US POWER SQUADRON 1990 (SM)
 PC0182'MARK NOT FOUND.
 PC0182
 PC0182                          STATION RECOVERY (2007)
 PC0182
 PC0182'RECOVERY NOTE BY LANE COUNTY OREGON 2007 (DGL)
 PC0182'MARKER STILL IN PLACE AND IN NO DANGER OF REMOVAL OR DESTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1132 ***********************************************************************
 RD1132  DESIGNATION -  C 243
 RD1132  PID         -  RD1132
 RD1132  STATE/COUNTY-  OR/TILLAMOOK
 RD1132  USGS QUAD   -  JORDAN CREEK (1984)
 RD1132
 RD1132                         *CURRENT SURVEY CONTROL
 RD1132  ___________________________________________________________________
 RD1132* NAD 83(1986)-  45 31 12.     (N)    123 36 54.     (W)     SCALED    
 RD1132* NAVD 88     -       102.024  (meters)     334.72   (feet)  ADJUSTED  
 RD1132  ___________________________________________________________________
 RD1132  GEOID HEIGHT-         -20.92  (meters)                     GEOID03
 RD1132  DYNAMIC HT  -         102.032 (meters)     334.75  (feet)  COMP
 RD1132  MODELED GRAV-     980,691.3   (mgal)                       NAVD 88
 RD1132
 RD1132  VERT ORDER  -  SECOND    CLASS 0
 RD1132
 RD1132.The horizontal coordinates were scaled from a topographic map and have
 RD1132.an estimated accuracy of +/- 6 seconds.
 RD1132
 RD1132.The orthometric height was determined by differential leveling
 RD1132.and adjusted in June 1991.
 RD1132
 RD1132.The geoid height was determined by GEOID03.
 RD1132
 RD1132.The dynamic height is computed by dividing the NAVD 88
 RD1132.geopotential number by the normal gravity value computed on the
 RD1132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1132.degrees latitude (g = 980.6199 gals.).
 RD1132
 RD1132.The modeled gravity was interpolated from observed gravity values.
 RD1132
 RD1132;                    North         East    Units  Estimated Accuracy
 RD1132;SPC OR N     -   210,640.    2,256,710.      MT  (+/- 180 meters Scaled)
 RD1132
 RD1132                          SUPERSEDED SURVEY CONTROL
 RD1132
 RD1132  NGVD 29 (??/??/92)  100.972  (m)          331.27   (f) ADJ UNCH    2 0
 RD1132
 RD1132.Superseded values are not recommended for survey control.
 RD1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1132.See file dsdata.txt to determine how the superseded data were derived.
 RD1132
 RD1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR519409(NAD 83)
 RD1132_MARKER: DD = SURVEY DISK
 RD1132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD1132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD1132_STAMPING: C 243 1937
 RD1132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD1132+STABILITY: SURFACE MOTION
 RD1132
 RD1132  HISTORY     - Date     Condition        Report By
 RD1132  HISTORY     - 1937     MONUMENTED       ORDT
 RD1132  HISTORY     - 1942     GOOD             NGS
 RD1132  HISTORY     - 1962     MARK NOT FOUND   NGS
 RD1132  HISTORY     - 1982     MARK NOT FOUND   USGS
 RD1132  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 RD1132  HISTORY     - 19921025 MARK NOT FOUND   USPSQD
 RD1132
 RD1132                          STATION DESCRIPTION
 RD1132
 RD1132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 RD1132'15.8 MI NE FROM TILLAMOOK.
 RD1132'LOCATED ALONG STATE HIGHWAY NO. 6 FROM THE POST OFFICE AND 20 FEET
 RD1132'EAST OF THE CENTER LINE OF THE HIGHWAY.
 RD1132
 RD1132                          STATION RECOVERY (1962)
 RD1132
 RD1132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 RD1132'MARK NOT FOUND.
 RD1132
 RD1132                          STATION RECOVERY (1982)
 RD1132
 RD1132'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 RD1132'MARK NOT FOUND.
 RD1132
 RD1132                          STATION RECOVERY (1990)
 RD1132
 RD1132'RECOVERY NOTE BY US POWER SQUADRON 1990 (KRN)
 RD1132'MARK NOT FOUND.
 RD1132
 RD1132                          STATION RECOVERY (1992)
 RD1132
 RD1132'RECOVERY NOTE BY US POWER SQUADRON 1992 (KRN)
 RD1132'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0577 ***********************************************************************
 PC0577  DESIGNATION -  C 247 49
 PC0577  PID         -  PC0577
 PC0577  STATE/COUNTY-  OR/DOUGLAS
 PC0577  USGS QUAD   -  SCOTTSBURG (1985)
 PC0577
 PC0577                         *CURRENT SURVEY CONTROL
 PC0577  ___________________________________________________________________
 PC0577* NAD 83(1986)-  43 39 19.     (N)    123 49 26.     (W)     SCALED    
 PC0577* NAVD 88     -        16.252  (meters)      53.32   (feet)  ADJUSTED  
 PC0577  ___________________________________________________________________
 PC0577  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 PC0577  DYNAMIC HT  -          16.250 (meters)      53.31  (feet)  COMP
 PC0577  MODELED GRAV-     980,499.0   (mgal)                       NAVD 88
 PC0577
 PC0577  VERT ORDER  -  FIRST     CLASS II
 PC0577
 PC0577.The horizontal coordinates were scaled from a topographic map and have
 PC0577.an estimated accuracy of +/- 6 seconds.
 PC0577
 PC0577.The orthometric height was determined by differential leveling
 PC0577.and adjusted in June 1991.
 PC0577.WARNING-Repeat measurements at this control monument indicate possible
 PC0577.vertical movement.
 PC0577
 PC0577.The geoid height was determined by GEOID03.
 PC0577
 PC0577.The dynamic height is computed by dividing the NAVD 88
 PC0577.geopotential number by the normal gravity value computed on the
 PC0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0577.degrees latitude (g = 980.6199 gals.).
 PC0577
 PC0577.The modeled gravity was interpolated from observed gravity values.
 PC0577
 PC0577;                    North         East    Units  Estimated Accuracy
 PC0577;SPC OR S     -   226,220.    1,231,950.      MT  (+/- 180 meters Scaled)
 PC0577
 PC0577                          SUPERSEDED SURVEY CONTROL
 PC0577
 PC0577  NGVD 29 (??/??/92)   15.166  (m)           49.76   (f) ADJ UNCH    1 2
 PC0577
 PC0577.Superseded values are not recommended for survey control.
 PC0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0577.See file dsdata.txt to determine how the superseded data were derived.
 PC0577
 PC0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP335339(NAD 83)
 PC0577_MARKER: DD = SURVEY DISK
 PC0577_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PC0577_SP_SET: CURB
 PC0577_STAMPING: 49 C 247 1929
 PC0577_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PC0577
 PC0577  HISTORY     - Date     Condition        Report By
 PC0577  HISTORY     - 1929     MONUMENTED       ORDT
 PC0577  HISTORY     - 1961     GOOD             NGS
 PC0577
 PC0577                          STATION DESCRIPTION
 PC0577
 PC0577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 PC0577'0.4 MI W FROM SCOTTSBURG.
 PC0577'REACHED FROM THE POST OFFICE AT SCOTTSBURG GO WEST ON STATE HIGHWAY 38
 PC0577'FOR 0.4 MILE TO NORTH END OF THE BRIDGE OVER THE UMPQUA RIVER, AT THE
 PC0577'NORTHWEST CORNER OF THE BRIDGE, AND IN TOP OF THE CONCRETE CURB.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1186 ***********************************************************************
 RD1186  DESIGNATION -  C 248
 RD1186  PID         -  RD1186
 RD1186  STATE/COUNTY-  OR/CLATSOP
 RD1186  USGS QUAD   -  SOAPSTONE LAKE (1985)
 RD1186
 RD1186                         *CURRENT SURVEY CONTROL
 RD1186  ___________________________________________________________________
 RD1186* NAD 83(1986)-  45 48 38.     (N)    123 46 23.     (W)     SCALED    
 RD1186* NAVD 88     -        57.948  (meters)     190.12   (feet)  ADJUSTED  
 RD1186  ___________________________________________________________________
 RD1186  GEOID HEIGHT-         -21.88  (meters)                     GEOID03
 RD1186  DYNAMIC HT  -          57.954 (meters)     190.14  (feet)  COMP
 RD1186  MODELED GRAV-     980,719.3   (mgal)                       NAVD 88
 RD1186
 RD1186  VERT ORDER  -  FIRST     CLASS II
 RD1186
 RD1186.The horizontal coordinates were scaled from a topographic map and have
 RD1186.an estimated accuracy of +/- 6 seconds.
 RD1186
 RD1186.The orthometric height was determined by differential leveling
 RD1186.and adjusted in June 1991.
 RD1186
 RD1186.The geoid height was determined by GEOID03.
 RD1186
 RD1186.The dynamic height is computed by dividing the NAVD 88
 RD1186.geopotential number by the normal gravity value computed on the
 RD1186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1186.degrees latitude (g = 980.6199 gals.).
 RD1186
 RD1186.The modeled gravity was interpolated from observed gravity values.
 RD1186
 RD1186;                    North         East    Units  Estimated Accuracy
 RD1186;SPC OR N     -   243,390.    2,245,680.      MT  (+/- 180 meters Scaled)
 RD1186
 RD1186                          SUPERSEDED SURVEY CONTROL
 RD1186
 RD1186  NGVD 29 (??/??/92)   56.876  (m)          186.60   (f) ADJ UNCH    1 2
 RD1186
 RD1186.Superseded values are not recommended for survey control.
 RD1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1186.See file dsdata.txt to determine how the superseded data were derived.
 RD1186
 RD1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR399732(NAD 83)
 RD1186_MARKER: DD = SURVEY DISK
 RD1186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD1186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD1186_STAMPING: C 248 1937
 RD1186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD1186+STABILITY: SURFACE MOTION
 RD1186
 RD1186  HISTORY     - Date     Condition        Report By
 RD1186  HISTORY     - 1937     MONUMENTED       ORHD
 RD1186  HISTORY     - 1966     MARK NOT FOUND   NGS
 RD1186  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RD1186  HISTORY     - 1987     MARK NOT FOUND   NGS
 RD1186
 RD1186                          STATION DESCRIPTION
 RD1186
 RD1186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 RD1186'9.9 MI N FROM MOHLER.
 RD1186'SEARCHED FOR BUT NOT RECOVERED.  FOLLOWING IS THE ORIGINAL
 RD1186'DESCRIPTION.  21.0 MILES SOUTHEAST ALONG SUNSET HIGHWAY (OREGON 2) AND
 RD1186'STATE HIGHWAY 53 FROM SEASIDE, CLATSOP COUNTY, 0.2 MILE SOUTH OF THE
 RD1186'BRIDGE OVER NORTH FORK NEHALEM RIVER, AT THE NORTH END OF A LONG
 RD1186'TANGENT, EAST OF THE HIGHWAY, AND AT A WHITE WOODEN WITNESS POST.  AN
 RD1186'OREGON STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED C 248 1937 AND
 RD1186'SET IN THE TOP OF A CONCRETE POST.
 RD1186
 RD1186                          STATION RECOVERY (1987)
 RD1186
 RD1186'RECOVERY NOTE BY US POWER SQUADRON 1987 (RCC)
 RD1186'MARK NOT FOUND.
 RD1186
 RD1186                          STATION RECOVERY (1987)
 RD1186
 RD1186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD1186'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0415 ***********************************************************************
 PC0415  DESIGNATION -  C 253
 PC0415  PID         -  PC0415
 PC0415  STATE/COUNTY-  OR/DOUGLAS
 PC0415  USGS QUAD   -  ROSEBURG EAST (1987)
 PC0415
 PC0415                         *CURRENT SURVEY CONTROL
 PC0415  ___________________________________________________________________
 PC0415* NAD 83(1986)-  43 12 46.     (N)    123 17 49.     (W)     SCALED    
 PC0415* NAVD 88     -       151.464  (meters)     496.93   (feet)  ADJUSTED  
 PC0415  ___________________________________________________________________
 PC0415  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 PC0415  DYNAMIC HT  -         151.432 (meters)     496.82  (feet)  COMP
 PC0415  MODELED GRAV-     980,403.7   (mgal)                       NAVD 88
 PC0415
 PC0415  VERT ORDER  -  FIRST     CLASS II
 PC0415
 PC0415.The horizontal coordinates were scaled from a topographic map and have
 PC0415.an estimated accuracy of +/- 6 seconds.
 PC0415
 PC0415.The orthometric height was determined by differential leveling
 PC0415.and adjusted in June 1991.
 PC0415
 PC0415.The geoid height was determined by GEOID03.
 PC0415
 PC0415.The dynamic height is computed by dividing the NAVD 88
 PC0415.geopotential number by the normal gravity value computed on the
 PC0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0415.degrees latitude (g = 980.6199 gals.).
 PC0415
 PC0415.The modeled gravity was interpolated from observed gravity values.
 PC0415
 PC0415;                    North         East    Units  Estimated Accuracy
 PC0415;SPC OR S     -   175,540.    1,272,790.      MT  (+/- 180 meters Scaled)
 PC0415
 PC0415                          SUPERSEDED SURVEY CONTROL
 PC0415
 PC0415  NGVD 29 (??/??/92)  150.397  (m)          493.43   (f) ADJ UNCH    1 2
 PC0415
 PC0415.Superseded values are not recommended for survey control.
 PC0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0415.See file dsdata.txt to determine how the superseded data were derived.
 PC0415
 PC0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN758844(NAD 83)
 PC0415_MARKER: DB = BENCH MARK DISK
 PC0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0415_SP_SET: CONCRETE POST
 PC0415_STAMPING: 493 C 253 1934
 PC0415_MARK LOGO: CGS   
 PC0415_PROJECTION: FLUSH
 PC0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0415+STABILITY: SURFACE MOTION
 PC0415
 PC0415  HISTORY     - Date     Condition        Report By
 PC0415  HISTORY     - 1934     MONUMENTED       CGS
 PC0415  HISTORY     - 1987     GOOD             NGS
 PC0415
 PC0415                          STATION DESCRIPTION
 PC0415
 PC0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PC0415'1.7 MI E FROM ROSEBURG.
 PC0415'ABOUT 1.7 MILES EAST ALONG THE ROSEBURG-DIXONVILLE COUNTY ROAD FROM
 PC0415'CITY LIMITS OF ROSEBURG, DOUGLAS COUNTY, AT JUNCTION OF COUNTY ROAD
 PC0415'FROM ROSEBURG TO DIXONVILLE, AND DOUGLAS STREET ROAD, 27 FEET FROM
 PC0415'CENTER LINE OF DOUGLAS STREET ROAD ON CENTER LINE (EXTENDED) OF
 PC0415'ROSEBURG-DIXONVILLE ROAD, 21 FEET WEST OF 24 INCH BLACK OAK BEARING 3
 PC0415'INCH COPPER PLATE INSCRIBED AMOS, 1929, OCTOBER 21, 1933.  BENEATH
 PC0415'THIS OAK HIS BROKEN BODY LIES.  1 FOOT 6 INCHES FROM FENCE LINE ON
 PC0415'SOUTH SIDE OF ROAD.  A STANDARD DISK, STAMPED 493 C 253 1934 AND SET
 PC0415'IN A CONCRETE POST.
 PC0415
 PC0415                          STATION RECOVERY (1987)
 PC0415
 PC0415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PC0415'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  2.5 KM
 PC0415'(1.55 MI) SOUTHERLY ALONG STATE HIGHWAY 99 FROM THE JUNCTION OF
 PC0415'ALAMEDA AVENUE IN ROSEBURG, THENCE 3.4 KM (2.10 MI) EASTERLY ALONG
 PC0415'DIAMOND LAKE BOULEVARD (STATE HIGHWAY 138), THENCE 0.3 KM (0.20 MI)
 PC0415'SOUTHEASTERLY ALONG KINCADE DRIVE, 12.8 M (42.0 FT) NORTHEAST OF A
 PC0415'UTILITY POLE, 8.4 M (27.6 FT) SOUTHWEST OF THE CENTER OF A DRIVEWAY
 PC0415'LEADING EAST TO 4081 DOUGLAS STREET, 8.1 M (26.6 FT) SOUTHEAST OF THE
 PC0415'CENTER OF THE STREET, AND 0.3 M (1.0 FT) SOUTHWEST OF THE EXTENDED
 PC0415'CENTERLINE OF THE DRIVE.
 PC0415'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 PC0415'THE MARK IS ABOVE LEVEL WITH THE STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0515 ***********************************************************************
 QB0515  DESIGNATION -  C 254
 QB0515  PID         -  QB0515
 QB0515  STATE/COUNTY-  OR/BAKER
 QB0515  USGS QUAD   -  DURKEE (1988)
 QB0515
 QB0515                         *CURRENT SURVEY CONTROL
 QB0515  ___________________________________________________________________
 QB0515* NAD 83(1986)-  44 34 39.     (N)    117 27 29.     (W)     SCALED    
 QB0515* NAVD 88     -       800.543  (meters)    2626.45   (feet)  ADJUSTED  
 QB0515  ___________________________________________________________________
 QB0515  GEOID HEIGHT-         -16.95  (meters)                     GEOID03
 QB0515  DYNAMIC HT  -         800.294 (meters)    2625.63  (feet)  COMP
 QB0515  MODELED GRAV-     980,280.2   (mgal)                       NAVD 88
 QB0515
 QB0515  VERT ORDER  -  FIRST     CLASS II
 QB0515
 QB0515.The horizontal coordinates were scaled from a topographic map and have
 QB0515.an estimated accuracy of +/- 6 seconds.
 QB0515
 QB0515.The orthometric height was determined by differential leveling
 QB0515.and adjusted in June 1991.
 QB0515
 QB0515.The geoid height was determined by GEOID03.
 QB0515
 QB0515.The dynamic height is computed by dividing the NAVD 88
 QB0515.geopotential number by the normal gravity value computed on the
 QB0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0515.degrees latitude (g = 980.6199 gals.).
 QB0515
 QB0515.The modeled gravity was interpolated from observed gravity values.
 QB0515
 QB0515;                    North         East    Units  Estimated Accuracy
 QB0515;SPC OR N     -   105,760.    2,741,530.      MT  (+/- 180 meters Scaled)
 QB0515
 QB0515                          SUPERSEDED SURVEY CONTROL
 QB0515
 QB0515  NGVD 29 (??/??/92)  799.462  (m)         2622.90   (f) ADJ UNCH    1 2
 QB0515
 QB0515.Superseded values are not recommended for survey control.
 QB0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0515.See file dsdata.txt to determine how the superseded data were derived.
 QB0515
 QB0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK636361(NAD 83)
 QB0515_MARKER: DD = SURVEY DISK
 QB0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0515_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0515_STAMPING: C 254 1937 RPPT 33.12 1252+01.1 2623.4
 QB0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0515+STABILITY: SURFACE MOTION
 QB0515
 QB0515  HISTORY     - Date     Condition        Report By
 QB0515  HISTORY     - 1937     MONUMENTED       ORDT
 QB0515
 QB0515                          STATION DESCRIPTION
 QB0515
 QB0515'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1937
 QB0515'0.5 MI SE FROM DURKEE.
 QB0515'ABOUT 0.5 MILE SOUTHEAST ALONG THE OREGON TRAIL (U.S. 30) FROM DURKEE,
 QB0515'BAKER COUNTY, 30 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY AT
 QB0515'SURVEY STATION 1252+01.1, AT THE FENCE LINE, AND NEAR A WHITE WOODEN
 QB0515'WITNESS POST.  AN OREGON STATE HIGHWAY DEPARTMENT STANDARD DISK,
 QB0515'STAMPED C 254 1937 RPPT 33.12 1252+01.1 2623.4 AND SET IN THE TOP OF A
 QB0515'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0478 ***********************************************************************
 NZ0478  DESIGNATION -  C 258
 NZ0478  PID         -  NZ0478
 NZ0478  STATE/COUNTY-  OR/JOSEPHINE
 NZ0478  USGS QUAD   -  MERLIN (1986)
 NZ0478
 NZ0478                         *CURRENT SURVEY CONTROL
 NZ0478  ___________________________________________________________________
 NZ0478* NAD 83(1986)-  42 31 28.     (N)    123 28 09.     (W)     SCALED    
 NZ0478* NAVD 88     -       259.237  (meters)     850.51   (feet)  ADJUSTED  
 NZ0478  ___________________________________________________________________
 NZ0478  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 NZ0478  DYNAMIC HT  -         259.155 (meters)     850.24  (feet)  COMP
 NZ0478  MODELED GRAV-     980,296.3   (mgal)                       NAVD 88
 NZ0478
 NZ0478  VERT ORDER  -  SECOND    CLASS 0
 NZ0478
 NZ0478.The horizontal coordinates were scaled from a topographic map and have
 NZ0478.an estimated accuracy of +/- 6 seconds.
 NZ0478
 NZ0478.The orthometric height was determined by differential leveling
 NZ0478.and adjusted in June 1991.
 NZ0478
 NZ0478.The geoid height was determined by GEOID03.
 NZ0478
 NZ0478.The dynamic height is computed by dividing the NAVD 88
 NZ0478.geopotential number by the normal gravity value computed on the
 NZ0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0478.degrees latitude (g = 980.6199 gals.).
 NZ0478
 NZ0478.The modeled gravity was interpolated from observed gravity values.
 NZ0478
 NZ0478;                    North         East    Units  Estimated Accuracy
 NZ0478;SPC OR S     -    99,610.    1,256,090.      MT  (+/- 180 meters Scaled)
 NZ0478
 NZ0478                          SUPERSEDED SURVEY CONTROL
 NZ0478
 NZ0478  NGVD 29 (??/??/92)  258.232  (m)          847.22   (f) ADJ UNCH    2 0
 NZ0478
 NZ0478.Superseded values are not recommended for survey control.
 NZ0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0478.See file dsdata.txt to determine how the superseded data were derived.
 NZ0478
 NZ0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN614081(NAD 83)
 NZ0478_MARKER: DB = BENCH MARK DISK
 NZ0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ0478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NZ0478_STAMPING: 847 C 258 1934
 NZ0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0478+STABILITY: SURFACE MOTION
 NZ0478
 NZ0478  HISTORY     - Date     Condition        Report By
 NZ0478  HISTORY     - 1934     MONUMENTED       CGS
 NZ0478  HISTORY     - 1964     GOOD             NGS
 NZ0478  HISTORY     - 1982     GOOD             USGS
 NZ0478
 NZ0478                          STATION DESCRIPTION
 NZ0478
 NZ0478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 NZ0478'2.9 MI W FROM MERLIN.
 NZ0478'2.9 MILES WEST ALONG THE MERLIN-GALICE HIGHWAY FROM THE MERLIN POST
 NZ0478'OFFICE, 0.15 MILE WEST OF C. O. NYSTROMS MAIL BOX, 250 FEET WEST OF A
 NZ0478'FENCE CORNER, 120 FEET WEST OF THE CENTER OF A TRACK ROAD LEADING INTO
 NZ0478'THE WOODS, 85 FEET WEST OF A 36-INCH FIR TREE, 44 FEET NORTH OF THE
 NZ0478'CENTER OF THE HIGHWAY, 10 FEET NORTH OF AN OLD OAK SNAG, 3 FEET SOUTH
 NZ0478'OF A 6-INCH PINE TREE, 0.5 FOOT EAST OF A METAL WITNESS POST AND 8
 NZ0478'FEET ABOVE THE LEVEL OF THE HIGHWAY.
 NZ0478
 NZ0478                          STATION RECOVERY (1982)
 NZ0478
 NZ0478'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 NZ0478'ABOUT 3.0 MILES ALONG THE ROAD TO GALICE WEST FROM MERLIN, 43 FEET
 NZ0478'NORTH OF THE CENTERLINE OF THE ROAD, ABOUT 10 FEET HIGHER THAN THE
 NZ0478'ROAD, SOUTH OF A BORROW PIT AND WEST OF ITS ENTRANCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0052 ***********************************************************************
 RC0052  DESIGNATION -  C 26
 RC0052  PID         -  RC0052
 RC0052  STATE/COUNTY-  OR/GILLIAM
 RC0052  USGS QUAD   -  SUNDALE NW (1971)
 RC0052
 RC0052                         *CURRENT SURVEY CONTROL
 RC0052  ___________________________________________________________________
 RC0052* NAD 83(1986)-  45 41 35.     (N)    120 23 56.     (W)     SCALED    
 RC0052* NAVD 88     -        65.080  (meters)     213.52   (feet)  ADJUSTED  
 RC0052  ___________________________________________________________________
 RC0052  GEOID HEIGHT-         -21.56  (meters)                     GEOID03
 RC0052  DYNAMIC HT  -          65.079 (meters)     213.51  (feet)  COMP
 RC0052  MODELED GRAV-     980,592.2   (mgal)                       NAVD 88
 RC0052
 RC0052  VERT ORDER  -  FIRST     CLASS II
 RC0052
 RC0052.The horizontal coordinates were scaled from a topographic map and have
 RC0052.an estimated accuracy of +/- 6 seconds.
 RC0052
 RC0052.The orthometric height was determined by differential leveling
 RC0052.and adjusted in June 1991.
 RC0052
 RC0052.The geoid height was determined by GEOID03.
 RC0052
 RC0052.The dynamic height is computed by dividing the NAVD 88
 RC0052.geopotential number by the normal gravity value computed on the
 RC0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0052.degrees latitude (g = 980.6199 gals.).
 RC0052
 RC0052.The modeled gravity was interpolated from observed gravity values.
 RC0052
 RC0052;                    North         East    Units  Estimated Accuracy
 RC0052;SPC OR N     -   225,180.    2,507,880.      MT  (+/- 180 meters Scaled)
 RC0052
 RC0052                          SUPERSEDED SURVEY CONTROL
 RC0052
 RC0052  NGVD 29 (??/??/92)   64.091  (m)          210.27   (f) ADJ UNCH    1 2
 RC0052
 RC0052.Superseded values are not recommended for survey control.
 RC0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0052.See file dsdata.txt to determine how the superseded data were derived.
 RC0052
 RC0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGR025632(NAD 83)
 RC0052_MARKER: DB = BENCH MARK DISK
 RC0052_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 RC0052_SP_SET: UNSPEC ROCK
 RC0052_STAMPING: ELEV. 210.239 FT. C 26 1931
 RC0052_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RC0052
 RC0052  HISTORY     - Date     Condition        Report By
 RC0052  HISTORY     - 1931     MONUMENTED       CGS
 RC0052  HISTORY     - 1962     MARK NOT FOUND   NGS
 RC0052  HISTORY     - 1971     MARK NOT FOUND   NGS
 RC0052
 RC0052                          STATION DESCRIPTION
 RC0052
 RC0052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RC0052'1.45 MI W FROM BLALOCK.
 RC0052'WAS 1.45 MILES EAST OF BLALOCK, 39 FEET WEST OF UNION PACIFIC RAILROAD
 RC0052'MILE POST 128, 29.5 FEET SOUTH OF SOUTH RAIL, 59 FEET NORTH OF THE
 RC0052'CENTER LINE OF THE HIGHWAY, IN TOP OF A LARGE ROCK.  NOTE-- THERE HAS
 RC0052'RECENTLY BEEN MORE LARGE ROCKS DUMPED AT THIS LOCATION, IF THE BENCH
 RC0052'MARK IS STILL THERE IT IS UNDER LARGE BOULDERS.
 RC0052
 RC0052                          STATION RECOVERY (1971)
 RC0052
 RC0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 RC0052'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0365 ***********************************************************************
 RD0365  DESIGNATION -  C 260
 RD0365  PID         -  RD0365
 RD0365  STATE/COUNTY-  OR/MULTNOMAH
 RD0365  USGS QUAD   -  MOUNT TABOR (1990)
 RD0365
 RD0365                         *CURRENT SURVEY CONTROL
 RD0365  ___________________________________________________________________
 RD0365* NAD 83(1986)-  45 32 47.     (N)    122 33 27.     (W)     SCALED    
 RD0365* NAVD 88     -        74.812  (meters)     245.45   (feet)  POSTED    
 RD0365  ___________________________________________________________________
 RD0365  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 RD0365  DYNAMIC HT  -          74.810 (meters)     245.44  (feet)  COMP
 RD0365  MODELED GRAV-     980,619.3   (mgal)                       NAVD 88
 RD0365
 RD0365  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 RD0365
 RD0365.The horizontal coordinates were scaled from a topographic map and have
 RD0365.an estimated accuracy of +/- 6 seconds.
 RD0365
 RD0365.The orthometric height was determined by differential leveling
 RD0365.and adjusted by the  in 1992.
 RD0365.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 RD0365.was located on a no-check spur therefore a value was not computed.
 RD0365.No vertical observational check was made to the station.
 RD0365
 RD0365.The geoid height was determined by GEOID03.
 RD0365
 RD0365.The dynamic height is computed by dividing the NAVD 88
 RD0365.geopotential number by the normal gravity value computed on the
 RD0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0365.degrees latitude (g = 980.6199 gals.).
 RD0365
 RD0365.The modeled gravity was interpolated from observed gravity values.
 RD0365
 RD0365;                    North         East    Units  Estimated Accuracy
 RD0365;SPC OR N     -   210,930.    2,339,350.      MT  (+/- 180 meters Scaled)
 RD0365
 RD0365                          SUPERSEDED SURVEY CONTROL
 RD0365
 RD0365  NGVD 29 (??/??/92)   73.748  (m)          241.95   (f) ADJ UNCH    1 2
 RD0365
 RD0365.Superseded values are not recommended for survey control.
 RD0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0365.See file dsdata.txt to determine how the superseded data were derived.
 RD0365
 RD0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER345437(NAD 83)
 RD0365_MARKER: DD = SURVEY DISK
 RD0365_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD0365_SP_SET: CURB
 RD0365_STAMPING: C 260 241.7 1936
 RD0365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0365
 RD0365  HISTORY     - Date     Condition        Report By
 RD0365  HISTORY     - 1936     MONUMENTED       ORDT
 RD0365  HISTORY     - 1941     GOOD             NGS
 RD0365  HISTORY     - 19891002 MARK NOT FOUND   USPSQD
 RD0365  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 RD0365  HISTORY     - 19940219 MARK NOT FOUND   USPSQD
 RD0365
 RD0365                          STATION DESCRIPTION
 RD0365
 RD0365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 RD0365'IN PORTLAND.
 RD0365'IN THE EAST PART OF PORTLAND.  NORTHEAST CORNER OF N.E. 102ND., AVENUE
 RD0365'VIADUCT OVER UNION PACIFIC RAILROAD.  IN CURB.
 RD0365
 RD0365                          STATION RECOVERY (1989)
 RD0365
 RD0365'RECOVERY NOTE BY US POWER SQUADRON 1989 (FV)
 RD0365'MARK NOT FOUND.
 RD0365
 RD0365                          STATION RECOVERY (1990)
 RD0365
 RD0365'RECOVERY NOTE BY US POWER SQUADRON 1990 (KRN)
 RD0365'MARK NOT FOUND.
 RD0365
 RD0365                          STATION RECOVERY (1994)
 RD0365
 RD0365'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD0365'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1563 ***********************************************************************
 RC1563  DESIGNATION -  C 263 RESET
 RC1563  PID         -  RC1563
 RC1563  STATE/COUNTY-  OR/HOOD RIVER
 RC1563  USGS QUAD   -  MT DEFIANCE (1994)
 RC1563
 RC1563                         *CURRENT SURVEY CONTROL
 RC1563  ___________________________________________________________________
 RC1563* NAD 83(1986)-  45 41 13.     (N)    121 42 11.     (W)     SCALED    
 RC1563* NAVD 88     -        32.27   (+/-2cm)     105.9    (feet)  VERTCON   
 RC1563  ___________________________________________________________________
 RC1563  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 RC1563  VERT ORDER  -  THIRD (See Below)
 RC1563
 RC1563.The horizontal coordinates were scaled from a topographic map and have
 RC1563.an estimated accuracy of +/- 6 seconds.
 RC1563
 RC1563.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC1563.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC1563.The vertical order pertains to the NGVD 29 superseded value.
 RC1563
 RC1563.The geoid height was determined by GEOID03.
 RC1563
 RC1563;                    North         East    Units  Estimated Accuracy
 RC1563;SPC OR N     -   225,200.    2,406,290.      MT  (+/- 180 meters Scaled)
 RC1563
 RC1563                          SUPERSEDED SURVEY CONTROL
 RC1563
 RC1563  NGVD 29 (??/??/??)   31.24   (m)          102.5    (f) RESET       3  
 RC1563
 RC1563.Superseded values are not recommended for survey control.
 RC1563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1563.See file dsdata.txt to determine how the superseded data were derived.
 RC1563
 RC1563_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR009600(NAD 83)
 RC1563_MARKER: DB = BENCH MARK DISK
 RC1563_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RC1563_SP_SET: MONUMENT
 RC1563_STAMPING: RP RW PS 40 RT 688+50.12
 RC1563_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC1563
 RC1563  HISTORY     - Date     Condition        Report By
 RC1563  HISTORY     - 1967     MONUMENTED       CGS
 RC1563  HISTORY     - 1973     MARK NOT FOUND   USGS
 RC1563  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 RC1563
 RC1563                          STATION DESCRIPTION
 RC1563
 RC1563'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 RC1563'10.3 MI E FROM CASCADE LOCKS.
 RC1563'REACHED FROM THE POST OFFICE IN CASCADE LOCKS, GO NORTHEAST ON U.S.
 RC1563'HIGHWAY 30 FOR 1.3 MILES TO INTERSTATE 80 N, CONTINUE NORTHEAST ON
 RC1563'INTERSTATE 80 N FOR 9.0 MILES TO THE MARK ON THE RIGHT.  AN OREGON
 RC1563'STATE HIGHWAY REFERENCE MARK DISK SET IN A 12-INCH SQUARE CONCRETE
 RC1563'MONUMENT THAT PROJECTS 2 INCHES, 550 FEET EAST OF WARREN CREEK, 62
 RC1563'FEET SOUTH OF THE CENTER OF INTERSTATE 80 N, 2 FEET NORTHWEST OF A
 RC1563'METAL WITNESS POST AND LEVEL WITH THE HIGHWAY.
 RC1563
 RC1563                          STATION RECOVERY (1973)
 RC1563
 RC1563'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 RC1563'MARK NOT FOUND.
 RC1563
 RC1563                          STATION RECOVERY (1989)
 RC1563
 RC1563'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RC1563'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0811 ***********************************************************************
 RA0811  DESIGNATION -  C 264
 RA0811  PID         -  RA0811
 RA0811  STATE/COUNTY-  OR/BAKER
 RA0811  USGS QUAD   -  NORTH POWDER (1994)
 RA0811
 RA0811                         *CURRENT SURVEY CONTROL
 RA0811  ___________________________________________________________________
 RA0811* NAD 83(1986)-  45 01 06.     (N)    117 55 19.     (W)     SCALED    
 RA0811* NAVD 88     -       995.205  (meters)    3265.10   (feet)  ADJUSTED  
 RA0811  ___________________________________________________________________
 RA0811  GEOID HEIGHT-         -17.16  (meters)                     GEOID03
 RA0811  DYNAMIC HT  -         994.924 (meters)    3264.18  (feet)  COMP
 RA0811  MODELED GRAV-     980,301.1   (mgal)                       NAVD 88
 RA0811
 RA0811  VERT ORDER  -  FIRST     CLASS II
 RA0811
 RA0811.The horizontal coordinates were scaled from a topographic map and have
 RA0811.an estimated accuracy of +/- 6 seconds.
 RA0811
 RA0811.The orthometric height was determined by differential leveling
 RA0811.and adjusted in June 1991.
 RA0811
 RA0811.The geoid height was determined by GEOID03.
 RA0811
 RA0811.The dynamic height is computed by dividing the NAVD 88
 RA0811.geopotential number by the normal gravity value computed on the
 RA0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0811.degrees latitude (g = 980.6199 gals.).
 RA0811
 RA0811.The modeled gravity was interpolated from observed gravity values.
 RA0811
 RA0811;                    North         East    Units  Estimated Accuracy
 RA0811;SPC OR N     -   153,440.    2,703,150.      MT  (+/- 180 meters Scaled)
 RA0811
 RA0811                          SUPERSEDED SURVEY CONTROL
 RA0811
 RA0811  NGVD 29 (??/??/92)  994.101  (m)         3261.48   (f) ADJ UNCH    1 2
 RA0811
 RA0811.Superseded values are not recommended for survey control.
 RA0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0811.See file dsdata.txt to determine how the superseded data were derived.
 RA0811
 RA0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK273854(NAD 83)
 RA0811_MARKER: DD = SURVEY DISK
 RA0811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RA0811_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RA0811_STAMPING: 3261.9 C 264 1938
 RA0811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0811+STABILITY: SURFACE MOTION
 RA0811
 RA0811  HISTORY     - Date     Condition        Report By
 RA0811  HISTORY     - 1938     MONUMENTED       ORDT
 RA0811  HISTORY     - 1964     MARK NOT FOUND   NGS
 RA0811
 RA0811                          STATION DESCRIPTION
 RA0811
 RA0811'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1938
 RA0811'0.8 MI S FROM NORTH POWDER.
 RA0811'IN BAKER COUNTY, ABOUT 0.8 MILE SOUTH ALONG THE OREGON TRAIL (U.S. 30)
 RA0811'FROM NORTH POWDER, UNION COUNTY, NEAR MILEAGE 318.63, 50 FEET WEST OF
 RA0811'SURVEY STATION 400, AT THE P.I. OF A CURVE, 27 FEET SOUTH OF A FARM
 RA0811'DRIVEWAY, ABOUT 65 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT
 RA0811'15 FEET EAST OF THE RIGHT-OF-WAY FENCE, AND NEAR A WHITE WOODEN
 RA0811'WITNESS POST.  AN OREGON STATE HIGHWAY DEPARTMENT STANDARD DISK,
 RA0811'STAMPED 3261.9 C 264 1938 AND SET IN THE TOP OF A CONCRETE POST.
 RA0811
 RA0811                          STATION RECOVERY (1964)
 RA0811
 RA0811'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 RA0811'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0238 ***********************************************************************
 QE0238  DESIGNATION -  C 265
 QE0238  PID         -  QE0238
 QE0238  STATE/COUNTY-  OR/LINN
 QE0238  USGS QUAD   -  SWEET HOME (1984)
 QE0238
 QE0238                         *CURRENT SURVEY CONTROL
 QE0238  ___________________________________________________________________
 QE0238* NAD 83(1986)-  44 24 09.     (N)    122 41 56.     (W)     SCALED    
 QE0238* NAVD 88     -       186.174  (meters)     610.81   (feet)  POSTED    
 QE0238  ___________________________________________________________________
 QE0238  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 QE0238  DYNAMIC HT  -         186.150 (meters)     610.73  (feet)  COMP
 QE0238  MODELED GRAV-     980,459.6   (mgal)                       NAVD 88
 QE0238
 QE0238  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 QE0238
 QE0238.The horizontal coordinates were scaled from a topographic map and have
 QE0238.an estimated accuracy of +/- 6 seconds.
 QE0238
 QE0238.The orthometric height was determined by differential leveling
 QE0238.and adjusted by the  in 1992.
 QE0238.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 QE0238.rate of 1.1 thru 2.0 mm/km.
 QE0238
 QE0238.The geoid height was determined by GEOID03.
 QE0238
 QE0238.The dynamic height is computed by dividing the NAVD 88
 QE0238.geopotential number by the normal gravity value computed on the
 QE0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0238.degrees latitude (g = 980.6199 gals.).
 QE0238
 QE0238.The modeled gravity was interpolated from observed gravity values.
 QE0238
 QE0238;                    North         East    Units  Estimated Accuracy
 QE0238;SPC OR N     -    84,150.    2,324,860.      MT  (+/- 180 meters Scaled)
 QE0238
 QE0238                          SUPERSEDED SURVEY CONTROL
 QE0238
 QE0238  NGVD 29 (??/??/92)  185.135  (m)          607.40   (f) ADJ UNCH    1 2
 QE0238
 QE0238.Superseded values are not recommended for survey control.
 QE0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0238.See file dsdata.txt to determine how the superseded data were derived.
 QE0238
 QE0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ239166(NAD 83)
 QE0238_MARKER: DD = SURVEY DISK
 QE0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0238_STAMPING: C 265 1940
 QE0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0238+STABILITY: SURFACE MOTION
 QE0238
 QE0238  HISTORY     - Date     Condition        Report By
 QE0238  HISTORY     - 1940     MONUMENTED       ORDT
 QE0238  HISTORY     - 1963     GOOD             NGS
 QE0238
 QE0238                          STATION DESCRIPTION
 QE0238
 QE0238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 QE0238'1.6 MI E FROM SWEET HOME.
 QE0238'REACHED FROM THE POST OFFICE AT SWEET HOME BY GOING NORTH ON 13TH
 QE0238'AVENUE FOR 0.05 MILE TO U.S. HIGHWAY 20, TURN RIGHT AND GO WEST ON
 QE0238'U.S. HIGHWAY 20 FOR 1.6 MILES TO THE BENCH MARK ON THE LEFT, 240 FEET
 QE0238'WEST OF MILE POST NO. 29, 40 FEET NORTH OF THE CENTER OF THE HIGHWAY,
 QE0238'35 FEET WEST OF A POWER POLE, 24 FEET WEST OF THE CENTER OF A DRIVE
 QE0238'WAY AND 1 FOOT EAST OF A WOODEN WITNESS POST.  SET IN THE TOP OF A
 QE0238'ROUND CONCRETE POST THAT PROJECTS 1 INCH.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1275 ***********************************************************************
 RD1275  DESIGNATION -  C 271 RESET
 RD1275  PID         -  RD1275
 RD1275  STATE/COUNTY-  OR/CLATSOP
 RD1275  USGS QUAD   -  SADDLE MTN (1984)
 RD1275
 RD1275                         *CURRENT SURVEY CONTROL
 RD1275  ___________________________________________________________________
 RD1275* NAD 83(1986)-  45 54 23.     (N)    123 44 39.     (W)     SCALED    
 RD1275* NAVD 88     -       142.74   (meters)     468.3    (feet)  RESET     
 RD1275  ___________________________________________________________________
 RD1275  GEOID HEIGHT-         -21.98  (meters)                     GEOID03
 RD1275  VERT ORDER  -  THIRD
 RD1275
 RD1275.The horizontal coordinates were scaled from a topographic map and have
 RD1275.an estimated accuracy of +/- 6 seconds.
 RD1275
 RD1275.The orthometric height was computed from unverified reset data.
 RD1275
 RD1275.The geoid height was determined by GEOID03.
 RD1275
 RD1275;                    North         East    Units  Estimated Accuracy
 RD1275;SPC OR N     -   253,940.    2,248,350.      MT  (+/- 180 meters Scaled)
 RD1275
 RD1275                          SUPERSEDED SURVEY CONTROL
 RD1275
 RD1275.No superseded survey control is available for this station.
 RD1275
 RD1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR422839(NAD 83)
 RD1275_MARKER: DD = SURVEY DISK
 RD1275_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD1275_SP_SET: MONUMENT
 RD1275_STAMPING: C 271 RESET 1969 OSHD
 RD1275_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD1275
 RD1275  HISTORY     - Date     Condition        Report By
 RD1275  HISTORY     - 1969     MONUMENTED       CGS
 RD1275
 RD1275                          STATION DESCRIPTION
 RD1275
 RD1275'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 RD1275'9.1 MI W FROM ELSIE.
 RD1275'9.1 MILES WEST OF ELSIE, 0.8 MILE EAST OF THE NECANICUM JUNCTION, 0.2
 RD1275'MILE EAST OF MILE POST NO. 10, ON THE NORTH RIGHT-OF-WAY OF U.S.
 RD1275'HIGHWAY 26, AT THE INTERSECTION OF A SIDE ROAD NORTH TO SADDLE
 RD1275'MOUNTAIN STATE PARK, 200 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 26,
 RD1275'150 FEET WEST OF THE NECANICUM RIVER, 33 FEET EAST OF THE CENTER OF
 RD1275'THE ROAD TO SADDLE MOUNTAIN STATE PARK, 1 FOOT EAST OF A METAL WITNESS
 RD1275'POST, AND LEVEL WITH THE HIGHWAY SET IN A 10-INCH SQUARE CONCRETE
 RD1275'MONUMENT THAT PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0903 ***********************************************************************
 QB0903  DESIGNATION -  C 273
 QB0903  PID         -  QB0903
 QB0903  STATE/COUNTY-  OR/BAKER
 QB0903  USGS QUAD   -  BAKER CITY (1994)
 QB0903
 QB0903                         *CURRENT SURVEY CONTROL
 QB0903  ___________________________________________________________________
 QB0903* NAD 83(1986)-  44 47 25.     (N)    117 49 10.     (W)     SCALED    
 QB0903* NAVD 88     -      1042.654  (meters)    3420.77   (feet)  ADJUSTED  
 QB0903  ___________________________________________________________________
 QB0903  GEOID HEIGHT-         -17.13  (meters)                     GEOID03
 QB0903  DYNAMIC HT  -        1042.311 (meters)    3419.65  (feet)  COMP
 QB0903  MODELED GRAV-     980,253.0   (mgal)                       NAVD 88
 QB0903
 QB0903  VERT ORDER  -  FIRST     CLASS II
 QB0903
 QB0903.The horizontal coordinates were scaled from a topographic map and have
 QB0903.an estimated accuracy of +/- 6 seconds.
 QB0903
 QB0903.The orthometric height was determined by differential leveling
 QB0903.and adjusted in June 1991.
 QB0903
 QB0903.The geoid height was determined by GEOID03.
 QB0903
 QB0903.The dynamic height is computed by dividing the NAVD 88
 QB0903.geopotential number by the normal gravity value computed on the
 QB0903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0903.degrees latitude (g = 980.6199 gals.).
 QB0903
 QB0903.The modeled gravity was interpolated from observed gravity values.
 QB0903
 QB0903;                    North         East    Units  Estimated Accuracy
 QB0903;SPC OR N     -   128,380.    2,712,070.      MT  (+/- 180 meters Scaled)
 QB0903
 QB0903                          SUPERSEDED SURVEY CONTROL
 QB0903
 QB0903  NGVD 29 (??/??/92) 1041.512  (m)         3417.03   (f) ADJ UNCH    1 2
 QB0903
 QB0903.Superseded values are not recommended for survey control.
 QB0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0903.See file dsdata.txt to determine how the superseded data were derived.
 QB0903
 QB0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK351599(NAD 83)
 QB0903_MARKER: DD = SURVEY DISK
 QB0903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0903_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0903_STAMPING: C 273 1941 RP 33+00
 QB0903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0903+STABILITY: SURFACE MOTION
 QB0903
 QB0903  HISTORY     - Date     Condition        Report By
 QB0903  HISTORY     - 1941     MONUMENTED       ORDT
 QB0903  HISTORY     - 1941     GOOD             NGS
 QB0903  HISTORY     - 19921101 MARK NOT FOUND   USGS-R
 QB0903
 QB0903                          STATION DESCRIPTION
 QB0903
 QB0903'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QB0903'1.2 MI N FROM BAKER.
 QB0903'ABOUT 1.2 MILES NORTH ALONG THE BAKER-HOMESTEAD HIGHWAY (OREGON 86)
 QB0903'FROM THE INTERSECTION OF BROADWAY AND MAIN STREET AT BAKER, BAKER
 QB0903'COUNTY, ABOUT 0.05 MILE NORTH OF H STREET, 24 FEET WEST OF THE CENTER
 QB0903'LINE OF THE HIGHWAY, 2 FEET EAST OF THE WEST RIGHT-OF-WAY FENCE, AT
 QB0903'THE CUTLINE OF A CANAL, ACROSS THE HIGHWAY FROM BENCH MARK D 273
 QB0903'(O.S.H.D.), DESCRIBED ABOVE, AND NEAR A WHITE WOODEN WITNESS POST. AN
 QB0903'OREGON STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED C 273 1941 RP
 QB0903'33+00 AND SET IN THE TOP OF A CONCRETE POST.
 QB0903
 QB0903                          STATION RECOVERY (1992)
 QB0903
 QB0903'RECOVERY NOTE BY USGS ROCKY MOUNTAIN MAPPING CENTER 1992 (AJ)
 QB0903'EXTENSIVE ROAD  DRAINAGE CONSTRUCTION IN THE AREA
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1212 ***********************************************************************
 QE1212  DESIGNATION -  C 274
 QE1212  PID         -  QE1212
 QE1212  STATE/COUNTY-  OR/LINCOLN
 QE1212  USGS QUAD   -  NEWPORT NORTH (1984)
 QE1212
 QE1212                         *CURRENT SURVEY CONTROL
 QE1212  ___________________________________________________________________
 QE1212* NAD 83(1986)-  44 37 30.     (N)    124 03 37.     (W)     SCALED    
 QE1212* NAVD 88     -        28.018  (meters)      91.92   (feet)  ADJUSTED  
 QE1212  ___________________________________________________________________
 QE1212  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 QE1212  DYNAMIC HT  -          28.017 (meters)      91.92  (feet)  COMP
 QE1212  MODELED GRAV-     980,592.9   (mgal)                       NAVD 88
 QE1212
 QE1212  VERT ORDER  -  FIRST     CLASS II
 QE1212
 QE1212.The horizontal coordinates were scaled from a topographic map and have
 QE1212.an estimated accuracy of +/- 6 seconds.
 QE1212
 QE1212.The orthometric height was determined by differential leveling
 QE1212.and adjusted in June 1991.
 QE1212
 QE1212.The geoid height was determined by GEOID03.
 QE1212
 QE1212.The dynamic height is computed by dividing the NAVD 88
 QE1212.geopotential number by the normal gravity value computed on the
 QE1212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1212.degrees latitude (g = 980.6199 gals.).
 QE1212
 QE1212.The modeled gravity was interpolated from observed gravity values.
 QE1212
 QE1212;                    North         East    Units  Estimated Accuracy
 QE1212;SPC OR N     -   112,720.    2,217,570.      MT  (+/- 180 meters Scaled)
 QE1212
 QE1212                          SUPERSEDED SURVEY CONTROL
 QE1212
 QE1212  NGVD 29 (??/??/92)   27.010  (m)           88.62   (f) ADJ UNCH    1 2
 QE1212
 QE1212.Superseded values are not recommended for survey control.
 QE1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1212.See file dsdata.txt to determine how the superseded data were derived.
 QE1212
 QE1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ158418(NAD 83)
 QE1212_MARKER: DD = SURVEY DISK
 QE1212_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QE1212_SP_SET: CONCRETE BEAM
 QE1212_STAMPING: C 274
 QE1212_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE1212
 QE1212  HISTORY     - Date     Condition        Report By
 QE1212  HISTORY     - UNK      MONUMENTED       CGS
 QE1212  HISTORY     - 1965     GOOD             NGS
 QE1212  HISTORY     - 1980     MARK NOT FOUND   USGS
 QE1212  HISTORY     - 1988     MARK NOT FOUND   NGS
 QE1212  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 QE1212  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 QE1212
 QE1212                          STATION DESCRIPTION
 QE1212
 QE1212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 QE1212'IN NEWPORT.
 QE1212'IN THE EXTREME SOUTHWEST PART OF NEWPORT, UNDER THE NORTH END OF THE
 QE1212'OREGON COAST HIGHWAY (U.S. 101) BRIDGE OVER YAQUINA BAY, 250 FEET
 QE1212'SOUTH OF THE NORTH END OF THE BRIDGE, 43 FEET SOUTH OF THE CENTER OF
 QE1212'OBSERVATION DRIVE, 20 FEET SOUTH OF THE PARAPET AT THE SOUTH EDGE OF
 QE1212'THE DRIVE AND 41 FEET BELOW THE FLOOR OF THE BRIDGE.
 QE1212
 QE1212                          STATION RECOVERY (1980)
 QE1212
 QE1212'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 QE1212'MARK NOT FOUND.
 QE1212
 QE1212                          STATION RECOVERY (1988)
 QE1212
 QE1212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QE1212'MARK NOT FOUND.
 QE1212
 QE1212                          STATION RECOVERY (1989)
 QE1212
 QE1212'RECOVERY NOTE BY US POWER SQUADRON 1989 (RCC)
 QE1212'MARK NOT FOUND.
 QE1212
 QE1212                          STATION RECOVERY (1990)
 QE1212
 QE1212'RECOVERY NOTE BY US POWER SQUADRON 1990 (KRN)
 QE1212'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0959 ***********************************************************************
 QB0959  DESIGNATION -  C 275
 QB0959  PID         -  QB0959
 QB0959  STATE/COUNTY-  OR/BAKER
 QB0959  USGS QUAD   -  VIRTUE FLAT (1994)
 QB0959
 QB0959                         *CURRENT SURVEY CONTROL
 QB0959  ___________________________________________________________________
 QB0959* NAD 83(1986)-  44 48 41.     (N)    117 44 49.     (W)     SCALED    
 QB0959* NAVD 88     -      1115.761  (meters)    3660.63   (feet)  ADJUSTED  
 QB0959  ___________________________________________________________________
 QB0959  GEOID HEIGHT-         -17.04  (meters)                     GEOID03
 QB0959  DYNAMIC HT  -        1115.415 (meters)    3659.49  (feet)  COMP
 QB0959  MODELED GRAV-     980,268.4   (mgal)                       NAVD 88
 QB0959
 QB0959  VERT ORDER  -  SECOND    CLASS 0
 QB0959
 QB0959.The horizontal coordinates were scaled from a topographic map and have
 QB0959.an estimated accuracy of +/- 6 seconds.
 QB0959
 QB0959.The orthometric height was determined by differential leveling
 QB0959.and adjusted in June 1991.
 QB0959
 QB0959.The geoid height was determined by GEOID03.
 QB0959
 QB0959.The dynamic height is computed by dividing the NAVD 88
 QB0959.geopotential number by the normal gravity value computed on the
 QB0959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0959.degrees latitude (g = 980.6199 gals.).
 QB0959
 QB0959.The modeled gravity was interpolated from observed gravity values.
 QB0959
 QB0959;                    North         East    Units  Estimated Accuracy
 QB0959;SPC OR N     -   130,910.    2,717,720.      MT  (+/- 180 meters Scaled)
 QB0959
 QB0959                          SUPERSEDED SURVEY CONTROL
 QB0959
 QB0959  NGVD 29 (??/??/92) 1114.646  (m)         3656.97   (f) ADJ UNCH    2 0
 QB0959
 QB0959.Superseded values are not recommended for survey control.
 QB0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0959.See file dsdata.txt to determine how the superseded data were derived.
 QB0959
 QB0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK409622(NAD 83)
 QB0959_MARKER: DD = SURVEY DISK
 QB0959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0959_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0959_STAMPING: C 275 1938 RP PI 279+46.6 30.73
 QB0959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0959+STABILITY: SURFACE MOTION
 QB0959
 QB0959  HISTORY     - Date     Condition        Report By
 QB0959  HISTORY     - 1938     MONUMENTED       ORDT
 QB0959  HISTORY     - 1945     GOOD             NGS
 QB0959
 QB0959                          STATION DESCRIPTION
 QB0959
 QB0959'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 QB0959'6.2 MI E FROM BAKER.
 QB0959'6.2 MILES EAST ALONG STATE HIGHWAY NO. 86 FROM THE POST OFFICE AT
 QB0959'BAKER, SET IN TOP OF CONCRETE POST FLUSH WITH GROUND, 33 FEET SOUTH OF
 QB0959'CENTER-LINE OF HIGHWAY, 6 FEET WEST OF 18-INCH CULVERT, 1.5 FEET NORTH
 QB0959'OF REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0089 ***********************************************************************
 QD0089  DESIGNATION -  C 276
 QD0089  PID         -  QD0089
 QD0089  STATE/COUNTY-  OR/WHEELER
 QD0089  USGS QUAD   -  FOSSIL SOUTH (1990)
 QD0089
 QD0089                         *CURRENT SURVEY CONTROL
 QD0089  ___________________________________________________________________
 QD0089* NAD 83(1986)-  44 59 43.     (N)    120 12 38.     (W)     SCALED    
 QD0089* NAVD 88     -       816.531  (meters)    2678.90   (feet)  ADJUSTED  
 QD0089  ___________________________________________________________________
 QD0089  GEOID HEIGHT-         -20.14  (meters)                     GEOID03
 QD0089  DYNAMIC HT  -         816.345 (meters)    2678.29  (feet)  COMP
 QD0089  MODELED GRAV-     980,361.8   (mgal)                       NAVD 88
 QD0089
 QD0089  VERT ORDER  -  FIRST     CLASS II
 QD0089
 QD0089.The horizontal coordinates were scaled from a topographic map and have
 QD0089.an estimated accuracy of +/- 6 seconds.
 QD0089
 QD0089.The orthometric height was determined by differential leveling
 QD0089.and adjusted in June 1991.
 QD0089
 QD0089.The geoid height was determined by GEOID03.
 QD0089
 QD0089.The dynamic height is computed by dividing the NAVD 88
 QD0089.geopotential number by the normal gravity value computed on the
 QD0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0089.degrees latitude (g = 980.6199 gals.).
 QD0089
 QD0089.The modeled gravity was interpolated from observed gravity values.
 QD0089
 QD0089;                    North         East    Units  Estimated Accuracy
 QD0089;SPC OR N     -   147,680.    2,522,820.      MT  (+/- 180 meters Scaled)
 QD0089
 QD0089                          SUPERSEDED SURVEY CONTROL
 QD0089
 QD0089  NGVD 29 (??/??/92)  815.424  (m)         2675.27   (f) ADJ UNCH    1 2
 QD0089
 QD0089.Superseded values are not recommended for survey control.
 QD0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0089.See file dsdata.txt to determine how the superseded data were derived.
 QD0089
 QD0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGQ198862(NAD 83)
 QD0089_MARKER: DD = SURVEY DISK
 QD0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QD0089_STAMPING: C 276 1939 2675.43 FT.
 QD0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0089+STABILITY: SURFACE MOTION
 QD0089
 QD0089  HISTORY     - Date     Condition        Report By
 QD0089  HISTORY     - 1939     MONUMENTED       ORDT
 QD0089  HISTORY     - 1943     GOOD             NGS
 QD0089
 QD0089                          STATION DESCRIPTION
 QD0089
 QD0089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QD0089'0.4 MI SE FROM FOSSIL.
 QD0089'MARK IS ABOUT 0.4 MILES SOUTH EAST ALONG THE JOHN DAY HIGHWAY (OREGON
 QD0089'19) FROM THE POST OFFICE AT FOSSIL.  ABOUT 16 FEET NORTH OF A SIGN
 QD0089'READING ENTERING FOSSIL, AND ABOUT 36.6 FEET NORTH OF THE CENTER
 QD0089'LINE OF THE ROAD, ABOUT 63.3 FEET EAST OF THE SOUTH EAST CORNER OF THE
 QD0089'STANDARD OIL COMPANY BULK PLANT, AND ABOUT 195.5 FEET EAST OF THE EAST
 QD0089'END OF THE HIGHWAY BRIDGE OVER BUTTE CREEK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0738 ***********************************************************************
 RD0738  DESIGNATION -  C 283
 RD0738  PID         -  RD0738
 RD0738  STATE/COUNTY-  OR/TILLAMOOK
 RD0738  USGS QUAD   -  JORDAN CREEK (1984)
 RD0738
 RD0738                         *CURRENT SURVEY CONTROL
 RD0738  ___________________________________________________________________
 RD0738* NAD 83(1986)-  45 34 51.     (N)    123 33 31.     (W)     SCALED    
 RD0738* NAVD 88     -       159.988  (meters)     524.89   (feet)  ADJUSTED  
 RD0738  ___________________________________________________________________
 RD0738  GEOID HEIGHT-         -20.70  (meters)                     GEOID03
 RD0738  DYNAMIC HT  -         160.001 (meters)     524.94  (feet)  COMP
 RD0738  MODELED GRAV-     980,693.5   (mgal)                       NAVD 88
 RD0738
 RD0738  VERT ORDER  -  SECOND    CLASS 0
 RD0738
 RD0738.The horizontal coordinates were scaled from a topographic map and have
 RD0738.an estimated accuracy of +/- 6 seconds.
 RD0738
 RD0738.The orthometric height was determined by differential leveling
 RD0738.and adjusted in June 1991.
 RD0738
 RD0738.The geoid height was determined by GEOID03.
 RD0738
 RD0738.The dynamic height is computed by dividing the NAVD 88
 RD0738.geopotential number by the normal gravity value computed on the
 RD0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0738.degrees latitude (g = 980.6199 gals.).
 RD0738
 RD0738.The modeled gravity was interpolated from observed gravity values.
 RD0738
 RD0738;                    North         East    Units  Estimated Accuracy
 RD0738;SPC OR N     -   217,230.    2,261,360.      MT  (+/- 180 meters Scaled)
 RD0738
 RD0738                          SUPERSEDED SURVEY CONTROL
 RD0738
 RD0738  NGVD 29 (??/??/92)  158.932  (m)          521.43   (f) ADJ UNCH    2 0
 RD0738
 RD0738.Superseded values are not recommended for survey control.
 RD0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0738.See file dsdata.txt to determine how the superseded data were derived.
 RD0738
 RD0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR564476(NAD 83)
 RD0738_MARKER: DD = SURVEY DISK
 RD0738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0738_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0738_STAMPING: C 283 1939
 RD0738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0738+STABILITY: SURFACE MOTION
 RD0738
 RD0738  HISTORY     - Date     Condition        Report By
 RD0738  HISTORY     - 1939     MONUMENTED       ORDT
 RD0738  HISTORY     - 1962     GOOD             NGS
 RD0738  HISTORY     - 1985     GOOD             USGS
 RD0738  HISTORY     - 19921025 MARK NOT FOUND   USPSQD
 RD0738
 RD0738                          STATION DESCRIPTION
 RD0738
 RD0738'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RD0738'16.5 MI SW FROM GLENWOOD.
 RD0738'REACHED FROM THE POST OFFICE AT GLENWOOD BY GOING SOUTHWEST ALONG
 RD0738'STATE HIGHWAY 6 FOR 16.5 MILES, 5 FEET EAST OF THE CENTER LINE OF THE
 RD0738'HIGHWAY AND ABOUT 3-FEET HIGHER, 0.5 FOOT NORTH OF REFERENCE POST FOR
 RD0738'SECTION 8-9, R 7 W, T 1 N, AND 0.5 FOOT SOUTH OF A METAL WITNESS POST.
 RD0738
 RD0738                          STATION RECOVERY (1985)
 RD0738
 RD0738'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 RD0738'BENCH MARK IS 60 FEET EAST OF HIGHWAY NOT SOUTH. HIGHWAY RUNS NORTH
 RD0738'AND SOUTH.
 RD0738
 RD0738                          STATION RECOVERY (1992)
 RD0738
 RD0738'RECOVERY NOTE BY US POWER SQUADRON 1992 (KRN)
 RD0738'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0016 ***********************************************************************
 PB0016  DESIGNATION -  C 284
 PB0016  PID         -  PB0016
 PB0016  STATE/COUNTY-  OR/DESCHUTES
 PB0016  USGS QUAD   -  IMPERIAL VALLEY NORT (1983)
 PB0016
 PB0016                         *CURRENT SURVEY CONTROL
 PB0016  ___________________________________________________________________
 PB0016* NAD 83(1986)-  43 46 13.     (N)    120 27 36.     (W)     SCALED    
 PB0016* NAVD 88     -      1368.259  (meters)    4489.03   (feet)  ADJUSTED  
 PB0016  ___________________________________________________________________
 PB0016  GEOID HEIGHT-         -19.82  (meters)                     GEOID03
 PB0016  DYNAMIC HT  -        1367.590 (meters)    4486.83  (feet)  COMP
 PB0016  MODELED GRAV-     980,082.2   (mgal)                       NAVD 88
 PB0016
 PB0016  VERT ORDER  -  FIRST     CLASS II
 PB0016
 PB0016.The horizontal coordinates were scaled from a topographic map and have
 PB0016.an estimated accuracy of +/- 6 seconds.
 PB0016
 PB0016.The orthometric height was determined by differential leveling
 PB0016.and adjusted in June 1991.
 PB0016
 PB0016.The geoid height was determined by GEOID03.
 PB0016
 PB0016.The dynamic height is computed by dividing the NAVD 88
 PB0016.geopotential number by the normal gravity value computed on the
 PB0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0016.degrees latitude (g = 980.6199 gals.).
 PB0016
 PB0016.The modeled gravity was interpolated from observed gravity values.
 PB0016
 PB0016;                    North         East    Units  Estimated Accuracy
 PB0016;SPC OR S     -   233,680.    1,503,220.      MT  (+/- 180 meters Scaled)
 PB0016
 PB0016                          SUPERSEDED SURVEY CONTROL
 PB0016
 PB0016  NGVD 29 (??/??/92) 1367.030  (m)         4485.00   (f) ADJ UNCH    1 2
 PB0016
 PB0016.Superseded values are not recommended for survey control.
 PB0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0016.See file dsdata.txt to determine how the superseded data were derived.
 PB0016
 PB0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGP044494(NAD 83)
 PB0016_MARKER: DB = BENCH MARK DISK
 PB0016_SETTING: 66 = SET IN ROCK OUTCROP
 PB0016_SP_SET: BEDROCK
 PB0016_STAMPING: 4485 C 284 1934
 PB0016_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PB0016+STABILITY: POSITION/ELEVATION WELL
 PB0016
 PB0016  HISTORY     - Date     Condition        Report By
 PB0016  HISTORY     - 1934     MONUMENTED       CGS
 PB0016  HISTORY     - 1943     GOOD             NGS
 PB0016
 PB0016                          STATION DESCRIPTION
 PB0016
 PB0016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PB0016'7.8 MI SE FROM BROTHERS.
 PB0016'ABOUT 7.8 MILES SOUTHEAST ALONG THE CENTRAL OREGON HIGHWAY FROM
 PB0016'BROTHERS, DESCHUTES COUNTY, 60 FEET SOUTH OF THE HIGHWAY, AND IN
 PB0016'BEDROCK.  A USC AND GS AND SS STANDARD DISK STAMPED 4485 C 284 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0161 ***********************************************************************
 NY0161  DESIGNATION -  C 285
 NY0161  PID         -  NY0161
 NY0161  STATE/COUNTY-  OR/LAKE
 NY0161  USGS QUAD   -  DREWS GAP (1980)
 NY0161
 NY0161                         *CURRENT SURVEY CONTROL
 NY0161  ___________________________________________________________________
 NY0161* NAD 83(1986)-  42 11 04.     (N)    120 32 30.     (W)     SCALED    
 NY0161* NAVD 88     -      1508.372  (meters)    4948.72   (feet)  ADJUSTED  
 NY0161  ___________________________________________________________________
 NY0161  GEOID HEIGHT-         -21.21  (meters)                     GEOID03
 NY0161  DYNAMIC HT  -        1507.369 (meters)    4945.43  (feet)  COMP
 NY0161  MODELED GRAV-     979,903.8   (mgal)                       NAVD 88
 NY0161
 NY0161  VERT ORDER  -  FIRST     CLASS II
 NY0161
 NY0161.The horizontal coordinates were scaled from a topographic map and have
 NY0161.an estimated accuracy of +/- 6 seconds.
 NY0161
 NY0161.The orthometric height was determined by differential leveling
 NY0161.and adjusted in June 1991.
 NY0161
 NY0161.The geoid height was determined by GEOID03.
 NY0161
 NY0161.The dynamic height is computed by dividing the NAVD 88
 NY0161.geopotential number by the normal gravity value computed on the
 NY0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0161.degrees latitude (g = 980.6199 gals.).
 NY0161
 NY0161.The modeled gravity was interpolated from observed gravity values.
 NY0161
 NY0161;                    North         East    Units  Estimated Accuracy
 NY0161;SPC OR S     -    57,520.    1,496,560.      MT  (+/- 180 meters Scaled)
 NY0161
 NY0161                          SUPERSEDED SURVEY CONTROL
 NY0161
 NY0161  NGVD 29 (??/??/92) 1507.172  (m)         4944.78   (f) ADJ UNCH    1 2
 NY0161
 NY0161.Superseded values are not recommended for survey control.
 NY0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0161.See file dsdata.txt to determine how the superseded data were derived.
 NY0161
 NY0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGM030731(NAD 83)
 NY0161_MARKER: DD = SURVEY DISK
 NY0161_SETTING: 66 = SET IN ROCK OUTCROP
 NY0161_SP_SET: ROCK LEDGE
 NY0161_STAMPING: C 285 1934 4945
 NY0161_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NY0161+STABILITY: POSITION/ELEVATION WELL
 NY0161
 NY0161  HISTORY     - Date     Condition        Report By
 NY0161  HISTORY     - 1934     MONUMENTED       ORDT
 NY0161  HISTORY     - 1943     GOOD             NGS
 NY0161
 NY0161                          STATION DESCRIPTION
 NY0161
 NY0161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 NY0161'10.4 MI W FROM LAKEVIEW.
 NY0161'ABOUT 10.4 MILES WEST ALONG STATE HIGHWAY 66 AND 0.2 MILE NORTH ACROSS
 NY0161'A FIELD TO THE OLD ABANDON KLAMATH FALLS-LAKEVIEW ROAD, SET ON THE
 NY0161'SUMMIT OF A KNOLL IN THE TOP OF A ROCK LEDGE AT A POINT WHERE THE ROAD
 NY0161'PASSES THROUGH A CUT, 51.0 FEET SOUTH OF THE CENTER LINE OF THE OLD
 NY0161'ROAD, 5.0 FEET EAST OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0909 ***********************************************************************
 RD0909  DESIGNATION -  C 286
 RD0909  PID         -  RD0909
 RD0909  STATE/COUNTY-  OR/YAMHILL
 RD0909  USGS QUAD   -  DUNDEE (1993)
 RD0909
 RD0909                         *CURRENT SURVEY CONTROL
 RD0909  ___________________________________________________________________
 RD0909* NAD 83(1986)-  45 16 25.     (N)    123 00 52.     (W)     SCALED    
 RD0909* NAVD 88     -        57.75   (+/-2cm)     189.5    (feet)  VERTCON   
 RD0909  ___________________________________________________________________
 RD0909  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 RD0909  VERT ORDER  -  THIRD (See Below)
 RD0909
 RD0909.The horizontal coordinates were scaled from a topographic map and have
 RD0909.an estimated accuracy of +/- 6 seconds.
 RD0909
 RD0909.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD0909.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD0909.The vertical order pertains to the NGVD 29 superseded value.
 RD0909
 RD0909.The geoid height was determined by GEOID03.
 RD0909
 RD0909;                    North         East    Units  Estimated Accuracy
 RD0909;SPC OR N     -   181,640.    2,302,740.      MT  (+/- 180 meters Scaled)
 RD0909
 RD0909                          SUPERSEDED SURVEY CONTROL
 RD0909
 RD0909  NGVD 29 (??/??/??)   56.73   (m)          186.1    (f) RESET       3  
 RD0909
 RD0909.Superseded values are not recommended for survey control.
 RD0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0909.See file dsdata.txt to determine how the superseded data were derived.
 RD0909
 RD0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR988133(NAD 83)
 RD0909_MARKER: DD = SURVEY DISK
 RD0909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0909_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0909_STAMPING: C 286 1940
 RD0909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0909+STABILITY: SURFACE MOTION
 RD0909_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD0909+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2005
 RD0909
 RD0909  HISTORY     - Date     Condition        Report By
 RD0909  HISTORY     - 1940     MONUMENTED       ORDT
 RD0909  HISTORY     - 1987     GOOD             USPSQD
 RD0909  HISTORY     - 20050217 GOOD             ORBITE
 RD0909
 RD0909                          STATION DESCRIPTION
 RD0909
 RD0909'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1940
 RD0909'IN DUNDEE.
 RD0909'ABOUT 800 FEET SOUTHWEST ALONG THE PACIFIC HIGHWAY FROM DUNDEE AND 40
 RD0909'FEET NORTH OF CENTER OF HIGHWAY, ON NORTHWEST CORNER OF INTERSECTION
 RD0909'OF 12TH ST. AND PACIFIC HIGHWAY.  DISK IN CONCRETE MONUMENT STAMPED C
 RD0909'286 1940.
 RD0909
 RD0909                          STATION RECOVERY (1987)
 RD0909
 RD0909'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWE)
 RD0909'RECOVERED IN GOOD CONDITION.
 RD0909
 RD0909                          STATION RECOVERY (2005)
 RD0909
 RD0909'RECOVERY NOTE BY ORBITECH INC 2005 (SHG)
 RD0909'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0090 ***********************************************************************
 RC0090  DESIGNATION -  C 287
 RC0090  PID         -  RC0090
 RC0090  STATE/COUNTY-  OR/GILLIAM
 RC0090  USGS QUAD   -  ARLINGTON (1971)
 RC0090
 RC0090                         *CURRENT SURVEY CONTROL
 RC0090  ___________________________________________________________________
 RC0090* NAD 83(1986)-  45 43 03.     (N)    120 14 03.     (W)     SCALED    
 RC0090* NAVD 88     -        84.504  (meters)     277.24   (feet)  ADJUSTED  
 RC0090  ___________________________________________________________________
 RC0090  GEOID HEIGHT-         -21.58  (meters)                     GEOID03
 RC0090  DYNAMIC HT  -          84.503 (meters)     277.24  (feet)  COMP
 RC0090  MODELED GRAV-     980,602.6   (mgal)                       NAVD 88
 RC0090
 RC0090  VERT ORDER  -  FIRST     CLASS II
 RC0090
 RC0090.The horizontal coordinates were scaled from a topographic map and have
 RC0090.an estimated accuracy of +/- 6 seconds.
 RC0090
 RC0090.The orthometric height was determined by differential leveling
 RC0090.and adjusted in June 1991.
 RC0090
 RC0090.The geoid height was determined by GEOID03.
 RC0090
 RC0090.The dynamic height is computed by dividing the NAVD 88
 RC0090.geopotential number by the normal gravity value computed on the
 RC0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0090.degrees latitude (g = 980.6199 gals.).
 RC0090
 RC0090.The modeled gravity was interpolated from observed gravity values.
 RC0090
 RC0090;                    North         East    Units  Estimated Accuracy
 RC0090;SPC OR N     -   227,930.    2,520,700.      MT  (+/- 180 meters Scaled)
 RC0090
 RC0090                          SUPERSEDED SURVEY CONTROL
 RC0090
 RC0090  NGVD 29 (??/??/92)   83.51   (m)          274.0    (f) COMPUTED    1 2
 RC0090
 RC0090.Superseded values are not recommended for survey control.
 RC0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0090.See file dsdata.txt to determine how the superseded data were derived.
 RC0090
 RC0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGR152663(NAD 83)
 RC0090_MARKER: DD = SURVEY DISK
 RC0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC0090_STAMPING: C 287 1940
 RC0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0090+STABILITY: SURFACE MOTION
 RC0090
 RC0090  HISTORY     - Date     Condition        Report By
 RC0090  HISTORY     - 1940     MONUMENTED       ORDT
 RC0090  HISTORY     - 1962     GOOD             NGS
 RC0090
 RC0090                          STATION DESCRIPTION
 RC0090
 RC0090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RC0090'1.6 MI W FROM ARLINGTON.
 RC0090'1.6 MILES WEST ALONG THE COLUMBIA RIVER HIGHWAY (U.S. 30) FROM THE
 RC0090'POST OFFICE AT ARLINGTON, 60 FEET EAST OF A POWER-LINE POLE, 65.5 FEET
 RC0090'WEST OF ANOTHER POWER-LINE POLE, 59 FEET NORTH OF THE CENTERLINE OF
 RC0090'THE HIGHWAY, ON THE SOUTH EDGE OF A HIGH BANK, AND 4 INCHES SOUTH OF A
 RC0090'WHITE WOODEN WITNESS POST.  AN OREGON STATE HIGHWAY DEPARTMENT
 RC0090'STANDARD DISK, STAMPED C 287 1940 AND SET IN THE TOP OF A CONCRETE
 RC0090'POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0269 ***********************************************************************
 NY0269  DESIGNATION -  C 288
 NY0269  PID         -  NY0269
 NY0269  STATE/COUNTY-  OR/KLAMATH
 NY0269  USGS QUAD   -  YONNA (1988)
 NY0269
 NY0269                         *CURRENT SURVEY CONTROL
 NY0269  ___________________________________________________________________
 NY0269* NAD 83(1986)-  42 18 24.     (N)    121 24 29.     (W)     SCALED    
 NY0269* NAVD 88     -      1368.202  (meters)    4488.84   (feet)  ADJUSTED  
 NY0269  ___________________________________________________________________
 NY0269  GEOID HEIGHT-         -22.02  (meters)                     GEOID03
 NY0269  DYNAMIC HT  -        1367.375 (meters)    4486.13  (feet)  COMP
 NY0269  MODELED GRAV-     979,969.6   (mgal)                       NAVD 88
 NY0269
 NY0269  VERT ORDER  -  FIRST     CLASS II
 NY0269
 NY0269.The horizontal coordinates were scaled from a topographic map and have
 NY0269.an estimated accuracy of +/- 6 seconds.
 NY0269
 NY0269.The orthometric height was determined by differential leveling
 NY0269.and adjusted in June 1991.
 NY0269
 NY0269.The geoid height was determined by GEOID03.
 NY0269
 NY0269.The dynamic height is computed by dividing the NAVD 88
 NY0269.geopotential number by the normal gravity value computed on the
 NY0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0269.degrees latitude (g = 980.6199 gals.).
 NY0269
 NY0269.The modeled gravity was interpolated from observed gravity values.
 NY0269
 NY0269;                    North         East    Units  Estimated Accuracy
 NY0269;SPC OR S     -    71,500.    1,425,130.      MT  (+/- 180 meters Scaled)
 NY0269
 NY0269                          SUPERSEDED SURVEY CONTROL
 NY0269
 NY0269  NGVD 29 (??/??/92) 1367.096  (m)         4485.21   (f) ADJ UNCH    1 2
 NY0269
 NY0269.Superseded values are not recommended for survey control.
 NY0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0269.See file dsdata.txt to determine how the superseded data were derived.
 NY0269
 NY0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM312850(NAD 83)
 NY0269_MARKER: DB = BENCH MARK DISK
 NY0269_SETTING: 80 = SET IN A BOULDER
 NY0269_SP_SET: BOULDER
 NY0269_STAMPING: C 288 4485 1934
 NY0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0269+STABILITY: SURFACE MOTION
 NY0269
 NY0269  HISTORY     - Date     Condition        Report By
 NY0269  HISTORY     - 1934     MONUMENTED       CGS
 NY0269  HISTORY     - 1942     GOOD             NGS
 NY0269  HISTORY     - 1968     MARK NOT FOUND   NGS
 NY0269  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 NY0269
 NY0269                          STATION DESCRIPTION
 NY0269
 NY0269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NY0269'8.6 MI NE FROM DAIRY.
 NY0269'ALONG STATE HIGHWAY NO. 66, AT ABOUT THE CENTER OF A U-CURVE, 260 FEET
 NY0269'SOUTH OF A SIGN AT A T-ROAD JUNCTION, 20 FEET SOUTHEAST OF THE CENTER
 NY0269'LINE OF THE HIGHWAY, 2 FEET BELOW ROAD LEVEL, IN THE SOUTHEAST CORNER
 NY0269'OF A HIGHWAY BRIDGE APPROACH.  WITNESS POST SET.
 NY0269
 NY0269                          STATION RECOVERY (1968)
 NY0269
 NY0269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 NY0269'MARK NOT FOUND.
 NY0269
 NY0269                          STATION RECOVERY (1984)
 NY0269
 NY0269'RECOVERY NOTE BY US POWER SQUADRON 1984 (JTF)
 NY0269'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0474 ***********************************************************************
 RC0474  DESIGNATION -  C 290
 RC0474  PID         -  RC0474
 RC0474  STATE/COUNTY-  OR/WASCO
 RC0474  USGS QUAD   -  SHANIKO (1971)
 RC0474
 RC0474                         *CURRENT SURVEY CONTROL
 RC0474  ___________________________________________________________________
 RC0474* NAD 83(1986)-  45 02 47.     (N)    120 48 27.     (W)     SCALED    
 RC0474* NAVD 88     -      1063.891  (meters)    3490.45   (feet)  POSTED    
 RC0474  ___________________________________________________________________
 RC0474  GEOID HEIGHT-         -20.75  (meters)                     GEOID03
 RC0474  DYNAMIC HT  -        1063.620 (meters)    3489.56  (feet)  COMP
 RC0474  MODELED GRAV-     980,325.7   (mgal)                       NAVD 88
 RC0474
 RC0474  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 RC0474
 RC0474.The horizontal coordinates were scaled from a topographic map and have
 RC0474.an estimated accuracy of +/- 6 seconds.
 RC0474
 RC0474.The orthometric height was determined by differential leveling
 RC0474.and adjusted by the  in 1992.
 RC0474.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 RC0474.rate of 2.1 thru 3.0 mm/km.
 RC0474
 RC0474.The geoid height was determined by GEOID03.
 RC0474
 RC0474.The dynamic height is computed by dividing the NAVD 88
 RC0474.geopotential number by the normal gravity value computed on the
 RC0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0474.degrees latitude (g = 980.6199 gals.).
 RC0474
 RC0474.The modeled gravity was interpolated from observed gravity values.
 RC0474
 RC0474;                    North         East    Units  Estimated Accuracy
 RC0474;SPC OR N     -   153,360.    2,475,780.      MT  (+/- 180 meters Scaled)
 RC0474
 RC0474                          SUPERSEDED SURVEY CONTROL
 RC0474
 RC0474  NGVD 29 (??/??/92) 1062.752  (m)         3486.71   (f) ADJ UNCH    2 0
 RC0474
 RC0474.Superseded values are not recommended for survey control.
 RC0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0474.See file dsdata.txt to determine how the superseded data were derived.
 RC0474
 RC0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ726904(NAD 83)
 RC0474_MARKER: DD = SURVEY DISK
 RC0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC0474_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC0474_STAMPING: C 290 1934
 RC0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0474+STABILITY: SURFACE MOTION
 RC0474
 RC0474  HISTORY     - Date     Condition        Report By
 RC0474  HISTORY     - 1934     MONUMENTED       ORGS
 RC0474  HISTORY     - 1961     GOOD             NGS
 RC0474
 RC0474                          STATION DESCRIPTION
 RC0474
 RC0474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RC0474'4.8 MI NW FROM SHANIKO.
 RC0474'FROM THE POST OFFICE AT SHANIKO GO WEST ON U.S. HIGHWAY 97 FOR 1.5
 RC0474'MILES, TURN RIGHT, GO NORTHWEST ALONG THE BAKEOVEN ROAD FOR 3.3 MILES
 RC0474'TO A DOUBLE GATE ON THE RIGHT WITH THREE ROCH-CRIB FENCE GATE POSTS,
 RC0474'38 FEET EAST OF THE CENTER OF THE BAKEOVEN ROAD, 8 FEET SOUTH OF THE
 RC0474'SOUTH ONE OF THE THREE GATE POSTS, 3 FEET EAST OF THE FENCE, 0.5 FOOT
 RC0474'EAST OF A METAL WITNESS POST, PROJECTING ABOUT 0.5 FOOT AND ABOUT THE
 RC0474'SAME ELEVATION AS THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0290 ***********************************************************************
 QD0290  DESIGNATION -  C 294
 QD0290  PID         -  QD0290
 QD0290  STATE/COUNTY-  OR/CROOK
 QD0290  USGS QUAD   -  STEARNS BUTTE (1988)
 QD0290
 QD0290                         *CURRENT SURVEY CONTROL
 QD0290  ___________________________________________________________________
 QD0290* NAD 83(1986)-  44 13 07.     (N)    120 52 18.     (W)     SCALED    
 QD0290* NAVD 88     -       891.105  (meters)    2923.57   (feet)  ADJUSTED  
 QD0290  ___________________________________________________________________
 QD0290  GEOID HEIGHT-         -20.52  (meters)                     GEOID03
 QD0290  DYNAMIC HT  -         890.801 (meters)    2922.57  (feet)  COMP
 QD0290  MODELED GRAV-     980,247.7   (mgal)                       NAVD 88
 QD0290
 QD0290  VERT ORDER  -  SECOND    CLASS 0
 QD0290
 QD0290.The horizontal coordinates were scaled from a topographic map and have
 QD0290.an estimated accuracy of +/- 6 seconds.
 QD0290
 QD0290.The orthometric height was determined by differential leveling
 QD0290.and adjusted in June 1991.
 QD0290
 QD0290.The geoid height was determined by GEOID03.
 QD0290
 QD0290.The dynamic height is computed by dividing the NAVD 88
 QD0290.geopotential number by the normal gravity value computed on the
 QD0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0290.degrees latitude (g = 980.6199 gals.).
 QD0290
 QD0290.The modeled gravity was interpolated from observed gravity values.
 QD0290
 QD0290;                    North         East    Units  Estimated Accuracy
 QD0290;SPC OR S     -   283,560.    1,470,300.      MT  (+/- 180 meters Scaled)
 QD0290
 QD0290                          SUPERSEDED SURVEY CONTROL
 QD0290
 QD0290  NGVD 29 (??/??/92)  889.983  (m)         2919.89   (f) ADJ UNCH    2 0
 QD0290
 QD0290.Superseded values are not recommended for survey control.
 QD0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0290.See file dsdata.txt to determine how the superseded data were derived.
 QD0290
 QD0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP700983(NAD 83)
 QD0290_MARKER: DB = BENCH MARK DISK
 QD0290_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QD0290_SP_SET: BRIDGE
 QD0290_STAMPING: 2920 C 294 1934
 QD0290_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QD0290
 QD0290  HISTORY     - Date     Condition        Report By
 QD0290  HISTORY     - 1934     MONUMENTED       CGS
 QD0290  HISTORY     - 1967     GOOD             NGS
 QD0290
 QD0290                          STATION DESCRIPTION
 QD0290
 QD0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QD0290'6.6 MI S FROM PRINEVILLE.
 QD0290'ABOUT 6.6 MILES SOUTH ALONG THE CROOKED RIVER HIGHWAY FROM PRINEVILLE,
 QD0290'CROOK COUNTY, 45 FEET FROM MONEL RIVER REFERENCE POINT IN NORTHWEST
 QD0290'PIER OF BRIDGE OVER DRY CREEK, IN SOUTHEAST CONCRETE PIER OF DRY CREEK
 QD0290'BRIDGE.  A STANDARD DISK, STAMPED 2920 C 294 1934.
 QD0290
 QD0290                          STATION RECOVERY (1967)
 QD0290
 QD0290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 QD0290'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0861 ***********************************************************************
 QD0861  DESIGNATION -  C 298
 QD0861  PID         -  QD0861
 QD0861  STATE/COUNTY-  OR/DESCHUTES
 QD0861  USGS QUAD   -  REDMOND (1975)
 QD0861
 QD0861                         *CURRENT SURVEY CONTROL
 QD0861  ___________________________________________________________________
 QD0861* NAD 83(1986)-  44 19 11.     (N)    121 09 22.     (W)     SCALED    
 QD0861* NAVD 88     -       898.774  (meters)    2948.73   (feet)  ADJUSTED  
 QD0861  ___________________________________________________________________
 QD0861  GEOID HEIGHT-         -21.12  (meters)                     GEOID03
 QD0861  DYNAMIC HT  -         898.486 (meters)    2947.78  (feet)  COMP
 QD0861  MODELED GRAV-     980,266.9   (mgal)                       NAVD 88
 QD0861
 QD0861  VERT ORDER  -  FIRST     CLASS II
 QD0861
 QD0861.The horizontal coordinates were scaled from a topographic map and have
 QD0861.an estimated accuracy of +/- 6 seconds.
 QD0861
 QD0861.The orthometric height was determined by differential leveling
 QD0861.and adjusted in June 1991.
 QD0861
 QD0861.The geoid height was determined by GEOID03.
 QD0861
 QD0861.The dynamic height is computed by dividing the NAVD 88
 QD0861.geopotential number by the normal gravity value computed on the
 QD0861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0861.degrees latitude (g = 980.6199 gals.).
 QD0861
 QD0861.The modeled gravity was interpolated from observed gravity values.
 QD0861
 QD0861;                    North         East    Units  Estimated Accuracy
 QD0861;SPC OR S     -   294,940.    1,447,660.      MT  (+/- 180 meters Scaled)
 QD0861
 QD0861                          SUPERSEDED SURVEY CONTROL
 QD0861
 QD0861  NGVD 29 (??/??/??)  897.62   (m)         2944.9    (f) RESET       3  
 QD0861
 QD0861.Superseded values are not recommended for survey control.
 QD0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0861.See file dsdata.txt to determine how the superseded data were derived.
 QD0861
 QD0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ470090(NAD 83)
 QD0861_MARKER: DD = SURVEY DISK
 QD0861_SETTING: 80 = SET IN A BOULDER
 QD0861_SP_SET: IN DRILL HOLE IN A BOULDER
 QD0861_STAMPING: C 298 1942
 QD0861_MARK LOGO: ORHD  
 QD0861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0861+STABILITY: SURFACE MOTION
 QD0861_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QD0861+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1988
 QD0861
 QD0861  HISTORY     - Date     Condition        Report By
 QD0861  HISTORY     - 1946     MONUMENTED       ORDT
 QD0861  HISTORY     - 1959     MARK NOT FOUND   NGS
 QD0861  HISTORY     - 19880715 GOOD             NGS
 QD0861
 QD0861                          STATION DESCRIPTION
 QD0861
 QD0861'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1946
 QD0861'0.9 MI NE FROM PRINEVILLE JCT.
 QD0861'ABOUT 0.9 MILE NORTHEAST OF PRINEVILLE JCT. ON ONEIL ROAD, OPPOSITE
 QD0861'RANCH YARD OF H. P. EBY, SOUTH SIDE OF HIGHWAY, IN ROCK NEAR BASE OF
 QD0861'TELEPHONE POLE, APPROXIMATERLY 30 FT. SOUTH OF CENTERLINE OF ROADWAY.
 QD0861'DISK STAMPED C 298 1946 EL. 2945.043 FT. BASED ON FIELD ELEVATION OF L
 QD0861'478 OF 2945.533 FT.
 QD0861
 QD0861                          STATION RECOVERY (1959)
 QD0861
 QD0861'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 QD0861'MARK NOT FOUND.
 QD0861
 QD0861                          STATION RECOVERY (1988)
 QD0861
 QD0861'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QD0861'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  4.9 KM
 QD0861'(3.05 MI) NORTHERLY ALONG U.S. HIGHWAY 97 FROM THE JUNCTION OF STATE
 QD0861'HIGHWAY 126 IN REDMOND, THENCE 2.0 KM (1.25 MI) EASTERLY ALONG ONEIL
 QD0861'HIGHWAY, IN A 1 BY 1.5 FOOT BOULDER THAT PROJECTS 12-INCHES ABOVE THE
 QD0861'GROUND SURFACE, 10.5 M (34.4 FT) EAST OF THE CENTER OF A DRIVEWAY
 QD0861'LEADING SOUTH TO HOUSE NUMBER 1066, 9.1 M (29.9 FT) SOUTH OF THE
 QD0861'CENTERLINE OF THE HIGHWAY, 4.0 M (13.1 FT) EAST OF A UTILITY POLE, AND
 QD0861'0.3 M (1.0 FT) ABOVE THE HIGHWAY.  NOTE--THE ELEVATION OF THIS MARK
 QD0861'MAY HAVE BEEN DESTRUBED.  THERE HAS BEEN GRADEING ALL AROUND THE
 QD0861'BOULDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0425 ***********************************************************************
 RB0425  DESIGNATION -  C 299
 RB0425  PID         -  RB0425
 RB0425  STATE/COUNTY-  OR/UMATILLA
 RB0425  USGS QUAD   -  CAYUSE (1966)
 RB0425
 RB0425                         *CURRENT SURVEY CONTROL
 RB0425  ___________________________________________________________________
 RB0425* NAD 83(1986)-  45 40 34.     (N)    118 33 55.     (W)     SCALED    
 RB0425* NAVD 88     -       430.323  (meters)    1411.82   (feet)  ADJUSTED  
 RB0425  ___________________________________________________________________
 RB0425  GEOID HEIGHT-         -20.22  (meters)                     GEOID03
 RB0425  DYNAMIC HT  -         430.255 (meters)    1411.59  (feet)  COMP
 RB0425  MODELED GRAV-     980,446.9   (mgal)                       NAVD 88
 RB0425
 RB0425  VERT ORDER  -  FIRST     CLASS II
 RB0425
 RB0425.The horizontal coordinates were scaled from a topographic map and have
 RB0425.an estimated accuracy of +/- 6 seconds.
 RB0425
 RB0425.The orthometric height was determined by differential leveling
 RB0425.and adjusted in June 1991.
 RB0425
 RB0425.The geoid height was determined by GEOID03.
 RB0425
 RB0425.The dynamic height is computed by dividing the NAVD 88
 RB0425.geopotential number by the normal gravity value computed on the
 RB0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0425.degrees latitude (g = 980.6199 gals.).
 RB0425
 RB0425.The modeled gravity was interpolated from observed gravity values.
 RB0425
 RB0425;                    North         East    Units  Estimated Accuracy
 RB0425;SPC OR N     -   225,100.    2,650,720.      MT  (+/- 180 meters Scaled)
 RB0425
 RB0425                          SUPERSEDED SURVEY CONTROL
 RB0425
 RB0425  NGVD 29 (??/??/92)  429.291  (m)         1408.43   (f) ADJ UNCH    1 2
 RB0425
 RB0425.Superseded values are not recommended for survey control.
 RB0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0425.See file dsdata.txt to determine how the superseded data were derived.
 RB0425
 RB0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL780592(NAD 83)
 RB0425_MARKER: DD = SURVEY DISK
 RB0425_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RB0425_SP_SET: BRIDGE
 RB0425_STAMPING: C 299 1409 1934
 RB0425_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RB0425
 RB0425  HISTORY     - Date     Condition        Report By
 RB0425  HISTORY     - 1934     MONUMENTED       ORGS
 RB0425  HISTORY     - 1951     GOOD             NGS
 RB0425
 RB0425                          STATION DESCRIPTION
 RB0425
 RB0425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 RB0425'0.2 MI W FROM CAYUSE.
 RB0425'0.2 MILE MILE WEST OF THE STATION SIGN AND SECTION HOUSE AT CAYUSE AT
 RB0425'BRIDGE 226.86 AND SET IN TOP OF THE SOUTHEAST CONCRETE WING WALL AT
 RB0425'THE SOUTHWEST END OF STEEL BRIDGE OVER THE UMATILLA RIVER, 6.7 FEET
 RB0425'SOUTHEAST OF THE SOUTHEAST RAIL OF THE U. P. R. R. TRACK, 3.1 FEET
 RB0425'SOUTHWEST OF THE SOUTHEAST CORNER OF OF STEEL BRIDGE, 2.6 FEET
 RB0425'SOUTHWEST OF THE NORTHEAST EDGE OF THE SOUTHWEST CONCRETE ABUTMENT,
 RB0425'AND ABOUT 1 FOOT LOWER THAN THE TOP OF TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0588 ***********************************************************************
 QD0588  DESIGNATION -  C 3
 QD0588  PID         -  QD0588
 QD0588  STATE/COUNTY-  OR/JEFFERSON
 QD0588  USGS QUAD   -  ROUND BUTTE DAM (1992)
 QD0588
 QD0588                         *CURRENT SURVEY CONTROL
 QD0588  ___________________________________________________________________
 QD0588* NAD 83(1986)-  44 32 38.     (N)    121 15 52.     (W)     SCALED    
 QD0588* NAVD 88     -       537.094  (meters)    1762.12   (feet)  ADJUSTED  
 QD0588  ___________________________________________________________________
 QD0588  GEOID HEIGHT-         -21.43  (meters)                     GEOID03
 QD0588  DYNAMIC HT  -         536.938 (meters)    1761.60  (feet)  COMP
 QD0588  MODELED GRAV-     980,312.9   (mgal)                       NAVD 88
 QD0588
 QD0588  VERT ORDER  -  SECOND    CLASS 0
 QD0588
 QD0588.The horizontal coordinates were scaled from a topographic map and have
 QD0588.an estimated accuracy of +/- 6 seconds.
 QD0588
 QD0588.The orthometric height was determined by differential leveling
 QD0588.and adjusted in June 1991.
 QD0588
 QD0588.The geoid height was determined by GEOID03.
 QD0588
 QD0588.The dynamic height is computed by dividing the NAVD 88
 QD0588.geopotential number by the normal gravity value computed on the
 QD0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0588.degrees latitude (g = 980.6199 gals.).
 QD0588
 QD0588.The modeled gravity was interpolated from observed gravity values.
 QD0588
 QD0588;                    North         East    Units  Estimated Accuracy
 QD0588;SPC OR N     -    97,770.    2,439,250.      MT  (+/- 180 meters Scaled)
 QD0588
 QD0588                          SUPERSEDED SURVEY CONTROL
 QD0588
 QD0588  NGVD 29 (??/??/92)  535.991  (m)         1758.50   (f) ADJ UNCH    2 0
 QD0588
 QD0588.Superseded values are not recommended for survey control.
 QD0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0588.See file dsdata.txt to determine how the superseded data were derived.
 QD0588
 QD0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ378337(NAD 83)
 QD0588_MARKER: DD = SURVEY DISK
 QD0588_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QD0588_SP_SET: FOREBAY
 QD0588_STAMPING: C 3 1759
 QD0588_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0588
 QD0588  HISTORY     - Date     Condition        Report By
 QD0588  HISTORY     - UNK      MONUMENTED       USGS
 QD0588  HISTORY     - 1946     GOOD             NGS
 QD0588
 QD0588                          STATION DESCRIPTION
 QD0588
 QD0588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 QD0588'IN THE COVE.
 QD0588'AT THE COVE PLANT OF PACIFIC POWER AND LIGHT CO., SET IN TOP OF
 QD0588'SOUTHWEST CORNER OF CONCRETE FOREBAY, AT TOP OF STEPS LEADING DOWN TO
 QD0588'SOUTH ENTRANCE TO POWER HOUSE,
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0235 ***********************************************************************
 RB0235  DESIGNATION -  C 3
 RB0235  PID         -  RB0235
 RB0235  STATE/COUNTY-  OR/UNION
 RB0235  USGS QUAD   -  LA GRANDE (1994)
 RB0235
 RB0235                         *CURRENT SURVEY CONTROL
 RB0235  ___________________________________________________________________
 RB0235* NAD 83(1986)-  45 17 15.     (N)    118 01 34.     (W)     SCALED    
 RB0235* NAVD 88     -       826.352  (meters)    2711.12   (feet)  ADJUSTED  
 RB0235  ___________________________________________________________________
 RB0235  GEOID HEIGHT-         -17.69  (meters)                     GEOID03
 RB0235  DYNAMIC HT  -         826.157 (meters)    2710.48  (feet)  COMP
 RB0235  MODELED GRAV-     980,353.2   (mgal)                       NAVD 88
 RB0235
 RB0235  VERT ORDER  -  FIRST     CLASS II
 RB0235
 RB0235.The horizontal coordinates were scaled from a topographic map and have
 RB0235.an estimated accuracy of +/- 6 seconds.
 RB0235
 RB0235.The orthometric height was determined by differential leveling
 RB0235.and adjusted in June 1991.
 RB0235
 RB0235.The geoid height was determined by GEOID03.
 RB0235
 RB0235.The dynamic height is computed by dividing the NAVD 88
 RB0235.geopotential number by the normal gravity value computed on the
 RB0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0235.degrees latitude (g = 980.6199 gals.).
 RB0235
 RB0235.The modeled gravity was interpolated from observed gravity values.
 RB0235
 RB0235;                    North         East    Units  Estimated Accuracy
 RB0235;SPC OR N     -   183,080.    2,694,030.      MT  (+/- 180 meters Scaled)
 RB0235
 RB0235                          SUPERSEDED SURVEY CONTROL
 RB0235
 RB0235.No superseded survey control is available for this station.
 RB0235
 RB0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML195154(NAD 83)
 RB0235_MARKER: P = PIPE CAP
 RB0235_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RB0235_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RB0235_STAMPING: ELEV. 2707.895 FT. C 3 1904
 RB0235_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RB0235
 RB0235  HISTORY     - Date     Condition        Report By
 RB0235  HISTORY     - 1904     MONUMENTED       CGS
 RB0235  HISTORY     - 1935     GOOD             NGS
 RB0235
 RB0235                          STATION DESCRIPTION
 RB0235
 RB0235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 RB0235'4.6 MI SE FROM LAGRANDE.
 RB0235'4.6 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM LA GRANDE,
 RB0235'UNION COUNTY, AT MILEAGE 294.6, 70 FEET SOUTHEAST OF THE TELEPHONE
 RB0235'BOOTH NEAR THE NORTHWEST END OF LONE TREE SIDING, 305 FEET SOUTHEAST
 RB0235'OF A SPEEDER EMBANKMENT, ABOUT 150 FEET NORTHEAST OF THE OREGON TRAIL
 RB0235'HIGHWAY AT MILEAGE 292.2, 43.5 FEET NORTHEAST OF THE TRACK CENTERLINE.
 RB0235'A STANDARD CAP STAMPED ELEV. 2707.895 FT. C 3 1904 AND FASTEN TO A 3
 RB0235'1/2 INCH IRON PIPE PROJECTING 6 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1020 ***********************************************************************
 QD1020  DESIGNATION -  C 3
 QD1020  PID         -  QD1020
 QD1020  STATE/COUNTY-  OR/DESCHUTES
 QD1020  USGS QUAD   -  SISTERS (1988)
 QD1020
 QD1020                         *CURRENT SURVEY CONTROL
 QD1020  ___________________________________________________________________
 QD1020* NAD 83(1986)-  44 18 11.     (N)    121 36 36.     (W)     SCALED    
 QD1020* NAVD 88     -      1014.218  (meters)    3327.48   (feet)  POSTED    
 QD1020  ___________________________________________________________________
 QD1020  GEOID HEIGHT-         -21.26  (meters)                     GEOID03
 QD1020  DYNAMIC HT  -        1013.860 (meters)    3326.31  (feet)  COMP
 QD1020  MODELED GRAV-     980,226.3   (mgal)                       NAVD 88
 QD1020
 QD1020  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 QD1020
 QD1020.The horizontal coordinates were scaled from a topographic map and have
 QD1020.an estimated accuracy of +/- 6 seconds.
 QD1020
 QD1020.The orthometric height was determined by differential leveling
 QD1020.and adjusted by the  in 1992.
 QD1020.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 QD1020.rate of 1.1 thru 2.0 mm/km.
 QD1020
 QD1020.The geoid height was determined by GEOID03.
 QD1020
 QD1020.The dynamic height is computed by dividing the NAVD 88
 QD1020.geopotential number by the normal gravity value computed on the
 QD1020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1020.degrees latitude (g = 980.6199 gals.).
 QD1020
 QD1020.The modeled gravity was interpolated from observed gravity values.
 QD1020
 QD1020;                    North         East    Units  Estimated Accuracy
 QD1020;SPC OR S     -   293,470.    1,411,420.      MT  (+/- 180 meters Scaled)
 QD1020
 QD1020                          SUPERSEDED SURVEY CONTROL
 QD1020
 QD1020  NGVD 29 (??/??/92) 1013.060  (m)         3323.68   (f) ADJ UNCH    1 2
 QD1020
 QD1020.Superseded values are not recommended for survey control.
 QD1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1020.See file dsdata.txt to determine how the superseded data were derived.
 QD1020
 QD1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ108064(NAD 83)
 QD1020_MARKER: DD = SURVEY DISK
 QD1020_SETTING: 0 = UNSPECIFIED SETTING
 QD1020_STAMPING: C 3 26
 QD1020_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD1020
 QD1020  HISTORY     - Date     Condition        Report By
 QD1020  HISTORY     - UNK      MONUMENTED       BPR
 QD1020  HISTORY     - 1943     GOOD             NGS
 QD1020  HISTORY     - 20080627 GOOD             GEOCAC
 QD1020
 QD1020                          STATION DESCRIPTION
 QD1020
 QD1020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QD1020'3.3 MI W FROM SISTERS.
 QD1020'ABOUT 3.3 MILES WEST ALONG U.S. HIGHWAY 28 FROM THE POST OFFICE AT
 QD1020'SISTERS, DESCHUTES COUNTY, 551 FEET WEST OF WEST END OF BRIDGE 15,
 QD1020'88.26, 19.0 FEET EAST OF A 18-INCH PINE, 32.5 FEET NORTH OF THE CENTER
 QD1020'LINE OF THE HIGHWAY, 2.9 FEET NORTHWEST OF A WHITE REFERENCE POST,
 QD1020'PROJECTING ABOUT 7-INCHES ABOVE THE GROUND.  STAMPING C 3 26.
 QD1020
 QD1020                          STATION RECOVERY (2008)
 QD1020
 QD1020'RECOVERY NOTE BY GEOCACHING 2008 (HMT)
 QD1020'U.S. HIGHWAY 28 IS NOW STATE ROUTE 242. THE BRIDGE IS ABOUT
 QD1020'2.7 MILES NORTHWEST FROM THE JUNCTION OF 242 AND 20, AND HAS
 QD1020'BEEN REBUILT AND EQUIPPED WITH METAL GUARD RAILS. THE TAPED
 QD1020'DISTANCE FROM THE WEST END OF THE NORTH ABUTMENT TO THE
 QD1020'STATION IS STILL VERY CLOSE TO 551 FEET. THE MARK IS SURROUNDED
 QD1020'BY A KNEE-HIGH THICKET. THE WITNESS POST IS STILL INTACT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0236 ***********************************************************************
 RB0236  DESIGNATION -  C 3 RESET
 RB0236  PID         -  RB0236
 RB0236  STATE/COUNTY-  OR/UNION
 RB0236  USGS QUAD   -  LA GRANDE (1994)
 RB0236
 RB0236                         *CURRENT SURVEY CONTROL
 RB0236  ___________________________________________________________________
 RB0236* NAD 83(1986)-  45 17 14.     (N)    118 01 35.     (W)     SCALED    
 RB0236* NAVD 88     -       826.680  (meters)    2712.20   (feet)  ADJUSTED  
 RB0236  ___________________________________________________________________
 RB0236  GEOID HEIGHT-         -17.69  (meters)                     GEOID03
 RB0236  DYNAMIC HT  -         826.484 (meters)    2711.56  (feet)  COMP
 RB0236  MODELED GRAV-     980,353.0   (mgal)                       NAVD 88
 RB0236
 RB0236  VERT ORDER  -  FIRST     CLASS II
 RB0236
 RB0236.The horizontal coordinates were scaled from a topographic map and have
 RB0236.an estimated accuracy of +/- 6 seconds.
 RB0236
 RB0236.The orthometric height was determined by differential leveling
 RB0236.and adjusted in June 1991.
 RB0236
 RB0236.The geoid height was determined by GEOID03.
 RB0236
 RB0236.The dynamic height is computed by dividing the NAVD 88
 RB0236.geopotential number by the normal gravity value computed on the
 RB0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0236.degrees latitude (g = 980.6199 gals.).
 RB0236
 RB0236.The modeled gravity was interpolated from observed gravity values.
 RB0236
 RB0236;                    North         East    Units  Estimated Accuracy
 RB0236;SPC OR N     -   183,050.    2,694,010.      MT  (+/- 180 meters Scaled)
 RB0236
 RB0236                          SUPERSEDED SURVEY CONTROL
 RB0236
 RB0236  NGVD 29 (??/??/92)  825.603  (m)         2708.67   (f) ADJ UNCH    1 2
 RB0236
 RB0236.Superseded values are not recommended for survey control.
 RB0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0236.See file dsdata.txt to determine how the superseded data were derived.
 RB0236
 RB0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML195153(NAD 83)
 RB0236_MARKER: P = PIPE CAP
 RB0236_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RB0236_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RB0236_STAMPING: ELEV. 2707.895 FT. C 3 1904 RESET 1941
 RB0236_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RB0236
 RB0236  HISTORY     - Date     Condition        Report By
 RB0236  HISTORY     - 1941     MONUMENTED       CGS
 RB0236  HISTORY     - 19930719 MARK NOT FOUND   USGS-R
 RB0236
 RB0236                          STATION DESCRIPTION
 RB0236
 RB0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 RB0236'4.6 MI SE FROM LAGRANDE.
 RB0236'ABOUT 4.6 MILES SOUTHEAST ALONG THE OREGON TRAIL (U.S. 30) FROM THE
 RB0236'POST OFFICE AT LAGRANDE, UNION COUNTY, AT MILEAGE 292, 90 FEET
 RB0236'SOUTHEAST OF UNION PACIFIC RAILROAD SEMAPHORES 2945 AND 2946, 12 FEET
 RB0236'SOUTHEAST OF A SWITCH, 42 FEET SOUTHWEST OF THE TRACK, 27 FEET
 RB0236'NORTHEAST OF THE HIGHWAY, 10 FEET NORTHWEST OF A POLE, AND NEAR A
 RB0236'WHITE WOODEN WITNESS POST.  A STANDARD CAP, STAMPED ELEV. 2707.895 FT.
 RB0236'C 3 1904 RESET 1941 AND FASTENED ON THE TOP OF A 3-1/2 INCH IRON PIPE
 RB0236'ENCASED IN CONCRETE.
 RB0236
 RB0236                          STATION RECOVERY (1993)
 RB0236
 RB0236'RECOVERY NOTE BY USGS ROCKY MOUNTAIN MAPPING CENTER 1993 (MAT)
 RB0236'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0551 ***********************************************************************
 RD0551  DESIGNATION -  C 30
 RD0551  PID         -  RD0551
 RD0551  STATE/COUNTY-  OR/MULTNOMAH
 RD0551  USGS QUAD   -  SAUVIE ISLAND (1990)
 RD0551
 RD0551                         *CURRENT SURVEY CONTROL
 RD0551  ___________________________________________________________________
 RD0551* NAD 83(1986)-  45 42 49.     (N)    122 52 21.     (W)     SCALED    
 RD0551* NAVD 88     -        10.933  (meters)      35.87   (feet)  POSTED    
 RD0551  ___________________________________________________________________
 RD0551  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 RD0551  DYNAMIC HT  -          10.930 (meters)      35.86  (feet)  COMP
 RD0551  MODELED GRAV-     980,638.6   (mgal)                       NAVD 88
 RD0551
 RD0551  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 RD0551
 RD0551.The horizontal coordinates were scaled from a topographic map and have
 RD0551.an estimated accuracy of +/- 6 seconds.
 RD0551
 RD0551.The orthometric height was determined by differential leveling
 RD0551.and adjusted by the  in 1992.
 RD0551.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 RD0551.rate of 1.1 thru 2.0 mm/km.
 RD0551
 RD0551.The geoid height was determined by GEOID03.
 RD0551
 RD0551.The dynamic height is computed by dividing the NAVD 88
 RD0551.geopotential number by the normal gravity value computed on the
 RD0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0551.degrees latitude (g = 980.6199 gals.).
 RD0551
 RD0551.The modeled gravity was interpolated from observed gravity values.
 RD0551
 RD0551;                    North         East    Units  Estimated Accuracy
 RD0551;SPC OR N     -   230,180.    2,315,310.      MT  (+/- 180 meters Scaled)
 RD0551
 RD0551                          SUPERSEDED SURVEY CONTROL
 RD0551
 RD0551  NGVD 29 (??/??/92)    9.910  (m)           32.51   (f) ADJ UNCH    1 2
 RD0551
 RD0551.Superseded values are not recommended for survey control.
 RD0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0551.See file dsdata.txt to determine how the superseded data were derived.
 RD0551
 RD0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER099622(NAD 83)
 RD0551_MARKER: DB = BENCH MARK DISK
 RD0551_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RD0551_SP_SET: ABUTMENT
 RD0551_STAMPING: C 30 1920
 RD0551_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RD0551_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD0551+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2006
 RD0551
 RD0551  HISTORY     - Date     Condition        Report By
 RD0551  HISTORY     - 1920     MONUMENTED       CGS
 RD0551  HISTORY     - 1972     GOOD             NGS
 RD0551  HISTORY     - 19940420 GOOD             USPSQD
 RD0551  HISTORY     - 20040809 GOOD             USPSQD
 RD0551  HISTORY     - 20060209 GOOD             USPSQD
 RD0551
 RD0551                          STATION DESCRIPTION
 RD0551
 RD0551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 RD0551'3 MI S FROM SCAPPOOSE.
 RD0551'3.1 MILES SOUTH ALONG U.S. HIGHWAY 30 FROM THE SCAPPOOSE POST OFFICE,
 RD0551'0.5 MILE SOUTH OF THE COLUMBIA-MULTNOMAH COUNTY LINE, 0.05 MILE EAST
 RD0551'OF U.S. HIGHWAY 30, AT THE NORTHEAST CORNER OF RAILROAD BRIDGE NO. A
 RD0551'16-9, IN THE TOP OF THE ABUTMENT, 225 FEET NORTH OF WHERE A PRIVATE
 RD0551'DRIVEWAY CROSSES THE RAILROAD, 4.5 FEET EAST OF THE NEAREST RAIL, AND
 RD0551'2 FEET LOWER THAN THE RAILROAD TRACKS CEMENTED IN A DRILL HOLE IN THE
 RD0551'ABUTMENT.
 RD0551
 RD0551                          STATION RECOVERY (1994)
 RD0551
 RD0551'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD0551'RECOVERED IN GOOD CONDITION.
 RD0551
 RD0551                          STATION RECOVERY (2004)
 RD0551
 RD0551'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 RD0551'RECOVERED IN GOOD CONDITION.
 RD0551
 RD0551                          STATION RECOVERY (2006)
 RD0551
 RD0551'RECOVERY NOTE BY US POWER SQUADRON 2006 (SO)
 RD0551'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0823 ***********************************************************************
 QD0823  DESIGNATION -  C 30
 QD0823  PID         -  QD0823
 QD0823  STATE/COUNTY-  OR/DESCHUTES
 QD0823  USGS QUAD   -  BEND (1981)
 QD0823
 QD0823                         *CURRENT SURVEY CONTROL
 QD0823  ___________________________________________________________________
 QD0823* NAD 83(2007)-  44 06 53.97978(N)    121 17 27.31194(W)     ADJUSTED  
 QD0823* NAVD 88     -      1049.170  (meters)    3442.15   (feet)  ADJUSTED  
 QD0823  ___________________________________________________________________
 QD0823  EPOCH DATE  -        2007.00
 QD0823  X           -  -2,382,584.042 (meters)                     COMP
 QD0823  Y           -  -3,920,061.666 (meters)                     COMP
 QD0823  Z           -   4,417,989.651 (meters)                     COMP
 QD0823  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 QD0823  ELLIP HEIGHT-        1028.084 (meters)          (02/10/07) ADJUSTED
 QD0823  GEOID HEIGHT-         -21.06  (meters)                     GEOID03
 QD0823  DYNAMIC HT  -        1048.769 (meters)    3440.84  (feet)  COMP
 QD0823
 QD0823  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 QD0823  Type    PID    Designation                      North   East  Ellip
 QD0823  -------------------------------------------------------------------
 QD0823  NETWORK QD0823 C 30                              0.69   0.47   2.39
 QD0823  -------------------------------------------------------------------
 QD0823  MODELED GRAV-     980,200.4   (mgal)                       NAVD 88
 QD0823
 QD0823  VERT ORDER  -  FIRST     CLASS II
 QD0823
 QD0823.The horizontal coordinates were established by GPS observations
 QD0823.and adjusted by the National Geodetic Survey in February 2007.
 QD0823
 QD0823.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 QD0823.See www.ngs.noaa.gov/NationalReadjustment for more information.
 QD0823.The horizontal coordinates are valid at the epoch date displayed above.
 QD0823.The epoch date for horizontal control is a decimal equivalence
 QD0823.of Year/Month/Day.
 QD0823
 QD0823.The orthometric height was determined by differential leveling
 QD0823.and adjusted in June 1991.
 QD0823
 QD0823.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QD0823
 QD0823.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD0823
 QD0823.The ellipsoidal height was determined by GPS observations
 QD0823.and is referenced to NAD 83.
 QD0823
 QD0823.The geoid height was determined by GEOID03.
 QD0823
 QD0823.The dynamic height is computed by dividing the NAVD 88
 QD0823.geopotential number by the normal gravity value computed on the
 QD0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0823.degrees latitude (g = 980.6199 gals.).
 QD0823
 QD0823.The modeled gravity was interpolated from observed gravity values.
 QD0823
 QD0823;                    North         East     Units Scale Factor Converg.
 QD0823;SPC OR S     -   272,280.271 1,436,684.933   MT  1.00003126   -0 32 28.0
 QD0823;SPC OR S     -   893,307.98  4,713,533.24   iFT  1.00003126   -0 32 28.0
 QD0823;UTM  10      - 4,886,065.200   636,759.700   MT  0.99983003   +1 11 23.6
 QD0823
 QD0823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD0823!SPC OR S     -   0.99983882  x   1.00003126  =   0.99987007
 QD0823!UTM  10      -   0.99983882  x   0.99983003  =   0.99966888
 QD0823
 QD0823                          SUPERSEDED SURVEY CONTROL
 QD0823
 QD0823  NAD 83(1998)-  44 06 53.97815(N)    121 17 27.31206(W) AD(       ) B
 QD0823  ELLIP H (07/02/01) 1028.103  (m)                       GP(       ) 3 2
 QD0823  NAD 83(1998)-  44 06 53.97807(N)    121 17 27.31207(W) AD(       ) B
 QD0823  ELLIP H (07/02/97) 1028.106  (m)                       GP(       ) 3 1
 QD0823  NAVD 88 (07/02/97) 1049.17   (m)         3442.2    (f) LEVELING    3  
 QD0823  NGVD 29 (??/??/92) 1048.013  (m)         3438.36   (f) ADJ UNCH    1 2
 QD0823
 QD0823.Superseded values are not recommended for survey control.
 QD0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0823.See file dsdata.txt to determine how the superseded data were derived.
 QD0823
 QD0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP3676086065(NAD 83)
 QD0823_MARKER: DB = BENCH MARK DISK
 QD0823_SETTING: 66 = SET IN ROCK OUTCROP
 QD0823_SP_SET: IN A DRILL HOLE IN BEDROCK
 QD0823_STAMPING: C 30 1921 ELEV 3438.349 FT
 QD0823_MARK LOGO: CGS   
 QD0823_MAGNETIC: N = NO MAGNETIC MATERIAL
 QD0823_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QD0823+STABILITY: POSITION/ELEVATION WELL
 QD0823_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QD0823+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2004
 QD0823
 QD0823  HISTORY     - Date     Condition        Report By
 QD0823  HISTORY     - 1921     MONUMENTED       CGS
 QD0823  HISTORY     - 1974     GOOD             NGS
 QD0823  HISTORY     - 19880713 GOOD             NGS
 QD0823  HISTORY     - 19960905 GOOD             CHANCE
 QD0823  HISTORY     - 20040417 GOOD             ORBITE
 QD0823
 QD0823                          STATION DESCRIPTION
 QD0823
 QD0823'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 QD0823'4 MI N FROM BEND.
 QD0823'REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 20, AND 97, WHICH IS 2 1/2
 QD0823'MILES NORTH OF BEND, GO NORTH ON U.S. HIGHWAY 97 FOR 1.3 MILES TO A
 QD0823'SIDE ROAD RIGHT, AND THE BENCH MARK ON THE RIGHT, 13 RAILS SOUTH OF
 QD0823'RAILROAD MILEPOST NO. 147, 110 FEET EAST OF THE CENTER OF U.S. HIGHWAY
 QD0823'97, 78 FEET SOUTHWEST OF WHERE A ROAD CROSS THE RAILROAD TRACKS, 52
 QD0823'FEET EAST OF THE RIGHT-OF-WAY FENCE LINE, 49 FEET SOUTH-SOUTHEAST OF A
 QD0823'POWER POLE, WHERE THE POWER LINE CROSSES THE TRACKS, 22 FEET WEST OF
 QD0823'THE NEAREST RAIL OF THE RAILROAD TRACKS, AND 1 FOOT NORTHWEST OF A
 QD0823'METAL WITNESS POST CEMENTED IN A DRILL HOLE IN LAVA ROCK.
 QD0823
 QD0823                          STATION RECOVERY (1988)
 QD0823
 QD0823'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QD0823'6.6 KM (4.10 MI) NORTHERLY ALONG U.S. HIGHWAY 97 FROM THE SOUTH
 QD0823'JUNCTION OF U.S. HIGHWAY 20 IN BEND, NEAR THE CENTER OF A 2 BY 2 FOOT
 QD0823'LAVA OUTCROP ALONG THE WEST SIDE OF A RAILROAD CUT, 35.8 M (117.5 FT)
 QD0823'EAST OF THE CENTERLINE OF THE HIGHWAY, 17.5 M (57.4 FT) SOUTH OF THE
 QD0823'CENTER OF A DIRT ROAD, 7.1 M (23.3 FT) WEST OF THE NEAR RAIL OF THE
 QD0823'BURLINGTON NORTHERN RAILROAD, 0.6 M (2.0 FT) WEST OF A WITNESS POST,
 QD0823'AND 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE TRACKS.
 QD0823
 QD0823                          STATION RECOVERY (1996)
 QD0823
 QD0823'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 QD0823'STATION IS LOCATED ABOUT 17 MILES (27.4 KM) SOUTHEAST OF SISTERS, 12
 QD0823'MILES (19.3 KM) SOUTHWEST OF REDMOND AND 4 MILES (6.4 KM) NORTH OF
 QD0823'BEND ON RAILROAD RIGHT OF WAY  TO REACH THE STATION FROM THE NORTHERN
 QD0823'JUNCTION OF US HIGHWAY 97 AND US HIGHWAY 20, PROCEED NORTH 1.3 MILES
 QD0823'(2.1 KM) TO A PRIVATE DRIVE ON THE RIGHT, TURN RIGHT AND PROCEED 100
 QD0823'FT (30.5 M) EAST TO THE STATION ON THE RIGHT 8 M (26.2 FT) WEST OF THE
 QD0823'RAIL LINE  THE STATION IS A STANDARD US COAST AND GEODETIC SURVEY
 QD0823'BENCH MARK DISK SET IN A DRILL HOLE IN THE LAVA ROCK OUTCROP.  THE
 QD0823'STATION IS LOCATED 7.7 M (25.3 FT) WEST OF THE CENTERLINE OF THE
 QD0823'RAILROAD TRACKS, 31.5 M (103.3 FT) EAST OF THE EAST EDGE OF US HIGHWAY
 QD0823'97, 22.9 M (75.1 FT) SOUTH OF THE CENTERLINE OF THE PRIVATE DRIVE,
 QD0823'14.7 M (48.2 FT) SOUTH OF POWER POLE NUMBER 096402, 23.5 M (77.1 FT)
 QD0823'NORTHEAST OF POWERPOLE NUMBER 096360 AND 1.4 M (4.6 FT) NORTHEAST OF A
 QD0823'WITNESS POST
 QD0823
 QD0823                          STATION RECOVERY (2004)
 QD0823
 QD0823'RECOVERY NOTE BY ORBITECH INC 2004 (SHG)
 QD0823'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0220 ***********************************************************************
 RB0220  DESIGNATION -  C 303
 RB0220  PID         -  RB0220
 RB0220  STATE/COUNTY-  OR/UNION
 RB0220  USGS QUAD   -  LA GRANDE (1994)
 RB0220
 RB0220                         *CURRENT SURVEY CONTROL
 RB0220  ___________________________________________________________________
 RB0220* NAD 83(1986)-  45 20 30.     (N)    118 07 04.     (W)     SCALED    
 RB0220* NAVD 88     -       869.819  (meters)    2853.73   (feet)  ADJUSTED  
 RB0220  ___________________________________________________________________
 RB0220  GEOID HEIGHT-         -17.79  (meters)                     GEOID03
 RB0220  DYNAMIC HT  -         869.625 (meters)    2853.09  (feet)  COMP
 RB0220  MODELED GRAV-     980,365.0   (mgal)                       NAVD 88
 RB0220
 RB0220  VERT ORDER  -  FIRST     CLASS II
 RB0220
 RB0220.The horizontal coordinates were scaled from a topographic map and have
 RB0220.an estimated accuracy of +/- 6 seconds.
 RB0220
 RB0220.The orthometric height was determined by differential leveling
 RB0220.and adjusted in June 1991.
 RB0220
 RB0220.The geoid height was determined by GEOID03.
 RB0220
 RB0220.The dynamic height is computed by dividing the NAVD 88
 RB0220.geopotential number by the normal gravity value computed on the
 RB0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0220.degrees latitude (g = 980.6199 gals.).
 RB0220
 RB0220.The modeled gravity was interpolated from observed gravity values.
 RB0220
 RB0220;                    North         East    Units  Estimated Accuracy
 RB0220;SPC OR N     -   188,880.    2,686,670.      MT  (+/- 180 meters Scaled)
 RB0220
 RB0220                          SUPERSEDED SURVEY CONTROL
 RB0220
 RB0220  NGVD 29 (??/??/92)  868.746  (m)         2850.21   (f) ADJ UNCH    1 2
 RB0220
 RB0220.Superseded values are not recommended for survey control.
 RB0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0220.See file dsdata.txt to determine how the superseded data were derived.
 RB0220
 RB0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML124215(NAD 83)
 RB0220_MARKER: DD = SURVEY DISK
 RB0220_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RB0220_SP_SET: ABUTMENT
 RB0220_STAMPING: C 303 1934
 RB0220_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RB0220
 RB0220  HISTORY     - Date     Condition        Report By
 RB0220  HISTORY     - 1934     MONUMENTED       ORGS
 RB0220  HISTORY     - 1951     GOOD             NGS
 RB0220  HISTORY     - 19930719 MARK NOT FOUND   USGS-R
 RB0220
 RB0220                          STATION DESCRIPTION
 RB0220
 RB0220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 RB0220'1.55 MI NW FROM LAGRANDE.
 RB0220'1.55 MILES NORTHWEST ALONG THE U.S. HIGHWAY 30 FROM THE POST OFFICE AT
 RB0220'LAGRANDE, AT THE WEST END OF THE BRIDGE OVER THE GRANDE RONDE RIVER
 RB0220'AND THE UNION PACIFIC RAILROAD, AND SET IN THE TOP OF THE NORTHWEST
 RB0220'END OF THE NORTHWEST ABUTMENT, 11.5 FEET NORTH OF THE CENTER LINE OF
 RB0220'THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 RB0220
 RB0220                          STATION RECOVERY (1993)
 RB0220
 RB0220'RECOVERY NOTE BY USGS ROCKY MOUNTAIN MAPPING CENTER 1993 (MAT)
 RB0220'BRIDGE HAS BEEN REPLACED, MARK WAS MORE THAN LIKELY DESTROYED
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0885 ***********************************************************************
 QB0885  DESIGNATION -  C 305
 QB0885  PID         -  QB0885
 QB0885  STATE/COUNTY-  OR/BAKER
 QB0885  USGS QUAD   -  WINGVILLE (1993)
 QB0885
 QB0885                         *CURRENT SURVEY CONTROL
 QB0885  ___________________________________________________________________
 QB0885* NAD 83(1986)-  44 51 24.     (N)    117 53 55.     (W)     SCALED    
 QB0885* NAVD 88     -      1021.332  (meters)    3350.82   (feet)  ADJUSTED  
 QB0885  ___________________________________________________________________
 QB0885  GEOID HEIGHT-         -17.15  (meters)                     GEOID03
 QB0885  DYNAMIC HT  -        1021.006 (meters)    3349.75  (feet)  COMP
 QB0885  MODELED GRAV-     980,263.3   (mgal)                       NAVD 88
 QB0885
 QB0885  VERT ORDER  -  FIRST     CLASS II
 QB0885
 QB0885.The horizontal coordinates were scaled from a topographic map and have
 QB0885.an estimated accuracy of +/- 6 seconds.
 QB0885
 QB0885.The orthometric height was determined by differential leveling
 QB0885.and adjusted in June 1991.
 QB0885
 QB0885.The geoid height was determined by GEOID03.
 QB0885
 QB0885.The dynamic height is computed by dividing the NAVD 88
 QB0885.geopotential number by the normal gravity value computed on the
 QB0885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0885.degrees latitude (g = 980.6199 gals.).
 QB0885
 QB0885.The modeled gravity was interpolated from observed gravity values.
 QB0885
 QB0885;                    North         East    Units  Estimated Accuracy
 QB0885;SPC OR N     -   135,540.    2,705,570.      MT  (+/- 180 meters Scaled)
 QB0885
 QB0885                          SUPERSEDED SURVEY CONTROL
 QB0885
 QB0885  NGVD 29 (??/??/92) 1020.198  (m)         3347.10   (f) ADJ UNCH    1 2
 QB0885
 QB0885.Superseded values are not recommended for survey control.
 QB0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0885.See file dsdata.txt to determine how the superseded data were derived.
 QB0885
 QB0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK289674(NAD 83)
 QB0885_MARKER: DD = SURVEY DISK
 QB0885_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QB0885_SP_SET: CULVERT
 QB0885_STAMPING: 3347 C 305 1934
 QB0885_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB0885
 QB0885  HISTORY     - Date     Condition        Report By
 QB0885  HISTORY     - 1934     MONUMENTED       ORDT
 QB0885  HISTORY     - 1941     GOOD             NGS
 QB0885  HISTORY     - 1967     GOOD             USGS
 QB0885
 QB0885                          STATION DESCRIPTION
 QB0885
 QB0885'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QB0885'4.5 MI S FROM HAINES.
 QB0885'ABOUT 4.5 MILES SOUTH ALONG THE OREGON TRAIL (U.S. 30) FROM HAINES
 QB0885'BAKER COUNTY, NEAR MILEAGE 330.91, AT A CONCRETE CULVERT, AND IN THE
 QB0885'TOP OF THE SOUTH END OF THE EAST HEAD WALL.  AN OREGON STATE HIGHWAY
 QB0885'DEPARTMENT STANDARD DISK, STAMPED 3347 C 305 1934.
 QB0885
 QB0885                          STATION RECOVERY (1967)
 QB0885
 QB0885'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 QB0885'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0511 ***********************************************************************
 RB0511  DESIGNATION -  C 306
 RB0511  PID         -  RB0511
 RB0511  STATE/COUNTY-  OR/UMATILLA
 RB0511  USGS QUAD   -  PENDLETON (1976)
 RB0511
 RB0511                         *CURRENT SURVEY CONTROL
 RB0511  ___________________________________________________________________
 RB0511* NAD 83(1986)-  45 40 47.     (N)    118 50 20.     (W)     SCALED    
 RB0511* NAVD 88     -       370.702  (meters)    1216.21   (feet)  ADJUSTED  
 RB0511  ___________________________________________________________________
 RB0511  GEOID HEIGHT-         -20.91  (meters)                     GEOID03
 RB0511  DYNAMIC HT  -         370.668 (meters)    1216.10  (feet)  COMP
 RB0511  MODELED GRAV-     980,513.2   (mgal)                       NAVD 88
 RB0511
 RB0511  VERT ORDER  -  FIRST     CLASS II
 RB0511
 RB0511.The horizontal coordinates were scaled from a topographic map and have
 RB0511.an estimated accuracy of +/- 6 seconds.
 RB0511
 RB0511.The orthometric height was determined by differential leveling
 RB0511.and adjusted in June 1991.
 RB0511
 RB0511.The geoid height was determined by GEOID03.
 RB0511
 RB0511.The dynamic height is computed by dividing the NAVD 88
 RB0511.geopotential number by the normal gravity value computed on the
 RB0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0511.degrees latitude (g = 980.6199 gals.).
 RB0511
 RB0511.The modeled gravity was interpolated from observed gravity values.
 RB0511
 RB0511;                    North         East    Units  Estimated Accuracy
 RB0511;SPC OR N     -   225,030.    2,629,400.      MT  (+/- 180 meters Scaled)
 RB0511
 RB0511                          SUPERSEDED SURVEY CONTROL
 RB0511
 RB0511  NGVD 29 (??/??/92)  369.694  (m)         1212.90   (f) ADJ UNCH    1 2
 RB0511
 RB0511.Superseded values are not recommended for survey control.
 RB0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0511.See file dsdata.txt to determine how the superseded data were derived.
 RB0511
 RB0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL567601(NAD 83)
 RB0511_MARKER: DD = SURVEY DISK
 RB0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0511_STAMPING: C 306 1941
 RB0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0511+STABILITY: SURFACE MOTION
 RB0511
 RB0511  HISTORY     - Date     Condition        Report By
 RB0511  HISTORY     - 1941     MONUMENTED       ORDT
 RB0511  HISTORY     - 1943     GOOD             NGS
 RB0511  HISTORY     - 1965     MARK NOT FOUND   NGS
 RB0511
 RB0511                          STATION DESCRIPTION
 RB0511
 RB0511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 RB0511'3.3 MI NW FROM PENDLETON.
 RB0511'ALONG THE PENDLETON AIRPORT HIGHWAY, 3.3 MILES NORTHWEST OF THE UNION
 RB0511'PACIFIC STATION AT PENDLETON, 44 FEET EAST OF THE CENTER OF THE
 RB0511'HIGHWAY, 2 FEET SOUTHWEST OF A REFERENCE POST, PROJECTING 4 INCHES.
 RB0511
 RB0511                          STATION RECOVERY (1965)
 RB0511
 RB0511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 RB0511'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0906 ***********************************************************************
 QB0906  DESIGNATION -  C 307
 QB0906  PID         -  QB0906
 QB0906  STATE/COUNTY-  OR/BAKER
 QB0906  USGS QUAD   -  BAKER CITY (1994)
 QB0906
 QB0906                         *CURRENT SURVEY CONTROL
 QB0906  ___________________________________________________________________
 QB0906* NAD 83(1986)-  44 48 12.     (N)    117 49 03.     (W)     SCALED    
 QB0906* NAVD 88     -      1037.643  (meters)    3404.33   (feet)  ADJUSTED  
 QB0906  ___________________________________________________________________
 QB0906  GEOID HEIGHT-         -17.13  (meters)                     GEOID03
 QB0906  DYNAMIC HT  -        1037.308 (meters)    3403.23  (feet)  COMP
 QB0906  MODELED GRAV-     980,259.2   (mgal)                       NAVD 88
 QB0906
 QB0906  VERT ORDER  -  FIRST     CLASS II
 QB0906
 QB0906.The horizontal coordinates were scaled from a topographic map and have
 QB0906.an estimated accuracy of +/- 6 seconds.
 QB0906
 QB0906.The orthometric height was determined by differential leveling
 QB0906.and adjusted in June 1991.
 QB0906
 QB0906.The geoid height was determined by GEOID03.
 QB0906
 QB0906.The dynamic height is computed by dividing the NAVD 88
 QB0906.geopotential number by the normal gravity value computed on the
 QB0906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0906.degrees latitude (g = 980.6199 gals.).
 QB0906
 QB0906.The modeled gravity was interpolated from observed gravity values.
 QB0906
 QB0906;                    North         East    Units  Estimated Accuracy
 QB0906;SPC OR N     -   129,830.    2,712,170.      MT  (+/- 180 meters Scaled)
 QB0906
 QB0906                          SUPERSEDED SURVEY CONTROL
 QB0906
 QB0906  NGVD 29 (??/??/92) 1036.505  (m)         3400.60   (f) ADJ UNCH    1 2
 QB0906
 QB0906.Superseded values are not recommended for survey control.
 QB0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0906.See file dsdata.txt to determine how the superseded data were derived.
 QB0906
 QB0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK353614(NAD 83)
 QB0906_MARKER: DD = SURVEY DISK
 QB0906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0906_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0906_STAMPING: 3401 C 307 1934
 QB0906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0906+STABILITY: SURFACE MOTION
 QB0906
 QB0906  HISTORY     - Date     Condition        Report By
 QB0906  HISTORY     - 1934     MONUMENTED       ORGS
 QB0906  HISTORY     - 1941     GOOD             NGS
 QB0906  HISTORY     - 19921101 MARK NOT FOUND   USGS-R
 QB0906
 QB0906                          STATION DESCRIPTION
 QB0906
 QB0906'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QB0906'2.2 MI N FROM BAKER.
 QB0906'ABOUT 2.2 MILES NORTH ALONG THE BAKER-HOMESTEAD HIGHWAY (OREGON 86)
 QB0906'FROM THE INTERSECTION OF BROADWAY AND MAIN STREET AT BAKER, BAKER
 QB0906'COUNTY, AT THE JUNCTION OF THE MEDICAL SPRINGS HIGHWAY (OREGON 203),
 QB0906'ABOUT 250 FEET NORTH OF THE JUNCTION, 27 FEET WEST OF STATE HIGHWAY
 QB0906'203, 6 FEET NORTH OF THE FIRST POWER-TRANSMISSION LINE POLE SOUTH OF
 QB0906'THE WENDT RANCH HOUSE, ABOUT 1 FOOT WEST OF THE RIGHT-OF-WAY FENCE,
 QB0906'AND NEAR A WHITE WOODEN WITNESS POST.  A STATE SURVEY STANDARD DISK,
 QB0906'STAMPED 3401 C 307 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QB0906
 QB0906                          STATION RECOVERY (1992)
 QB0906
 QB0906'RECOVERY NOTE BY USGS ROCKY MOUNTAIN MAPPING CENTER 1992 (AJ)
 QB0906'EXTENSIVE DITCH CONSTRUCTION IN THE AREA
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1105 ***********************************************************************
 RD1105  DESIGNATION -  C 309
 RD1105  PID         -  RD1105
 RD1105  STATE/COUNTY-  OR/TILLAMOOK
 RD1105  USGS QUAD   -  THE PENINSULA (1984)
 RD1105
 RD1105                         *CURRENT SURVEY CONTROL
 RD1105  ___________________________________________________________________
 RD1105* NAD 83(1986)-  45 28 02.     (N)    123 44 48.     (W)     SCALED    
 RD1105* NAVD 88     -        20.616  (meters)      67.64   (feet)  ADJUSTED  
 RD1105  ___________________________________________________________________
 RD1105  GEOID HEIGHT-         -21.56  (meters)                     GEOID03
 RD1105  DYNAMIC HT  -          20.618 (meters)      67.64  (feet)  COMP
 RD1105  MODELED GRAV-     980,698.8   (mgal)                       NAVD 88
 RD1105
 RD1105  VERT ORDER  -  SECOND    CLASS 0
 RD1105
 RD1105.The horizontal coordinates were scaled from a topographic map and have
 RD1105.an estimated accuracy of +/- 6 seconds.
 RD1105
 RD1105.The orthometric height was determined by differential leveling
 RD1105.and adjusted in June 1991.
 RD1105
 RD1105.The geoid height was determined by GEOID03.
 RD1105
 RD1105.The dynamic height is computed by dividing the NAVD 88
 RD1105.geopotential number by the normal gravity value computed on the
 RD1105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1105.degrees latitude (g = 980.6199 gals.).
 RD1105
 RD1105.The modeled gravity was interpolated from observed gravity values.
 RD1105
 RD1105;                    North         East    Units  Estimated Accuracy
 RD1105;SPC OR N     -   205,180.    2,246,190.      MT  (+/- 180 meters Scaled)
 RD1105
 RD1105                          SUPERSEDED SURVEY CONTROL
 RD1105
 RD1105  NGVD 29 (??/??/92)   19.572  (m)           64.21   (f) ADJ UNCH    2 0
 RD1105
 RD1105.Superseded values are not recommended for survey control.
 RD1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1105.See file dsdata.txt to determine how the superseded data were derived.
 RD1105
 RD1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR416351(NAD 83)
 RD1105_MARKER: DB = BENCH MARK DISK
 RD1105_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD1105_SP_SET: CULVERT
 RD1105_STAMPING: C 309 1942
 RD1105_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD1105
 RD1105  HISTORY     - Date     Condition        Report By
 RD1105  HISTORY     - 1942     MONUMENTED       CGS
 RD1105  HISTORY     - 1962     GOOD             NGS
 RD1105  HISTORY     - 19921025 MARK NOT FOUND   USPSQD
 RD1105
 RD1105                          STATION DESCRIPTION
 RD1105
 RD1105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RD1105'5 MI E FROM TILLAMOOK.
 RD1105'REACHED FROM THE INTERSECTION OF U.S. HIGHWAY 101 AND STATE HIGHWAY 6
 RD1105'IN TILLAMOOK GO EAST ALONG STATE HIGHWAY 6 FOR ABOUT 5.0 MILES TO A
 RD1105'LARGE CULVERT UNDER THE HIGHWAY, LOCATED IN THE SOUTH HEADWALL ABOUT
 RD1105'35 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 12 FEET
 RD1105'LOWER.
 RD1105
 RD1105                          STATION RECOVERY (1992)
 RD1105
 RD1105'RECOVERY NOTE BY US POWER SQUADRON 1992 (KRN)
 RD1105'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC0567 ***********************************************************************
 SC0567  DESIGNATION -  C 31
 SC0567  PID         -  SC0567
 SC0567  STATE/COUNTY-  OR/CLATSOP
 SC0567  USGS QUAD   -  WARRENTON (1996)
 SC0567
 SC0567                         *CURRENT SURVEY CONTROL
 SC0567  ___________________________________________________________________
 SC0567* NAD 83(1986)-  46 09 54.     (N)    123 55 21.     (W)     SCALED    
 SC0567* NAVD 88     -         2.916  (meters)       9.57   (feet)  ADJUSTED  
 SC0567  ___________________________________________________________________
 SC0567  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 SC0567  DYNAMIC HT  -           2.916 (meters)       9.57  (feet)  COMP
 SC0567  MODELED GRAV-     980,710.5   (mgal)                       NAVD 88
 SC0567
 SC0567  VERT ORDER  -  FIRST     CLASS II
 SC0567
 SC0567.The horizontal coordinates were scaled from a topographic map and have
 SC0567.an estimated accuracy of +/- 6 seconds.
 SC0567
 SC0567.The orthometric height was determined by differential leveling
 SC0567.and adjusted in June 1991.
 SC0567
 SC0567.The geoid height was determined by GEOID03.
 SC0567
 SC0567.The dynamic height is computed by dividing the NAVD 88
 SC0567.geopotential number by the normal gravity value computed on the
 SC0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0567.degrees latitude (g = 980.6199 gals.).
 SC0567
 SC0567.The modeled gravity was interpolated from observed gravity values.
 SC0567
 SC0567;                    North         East    Units  Estimated Accuracy
 SC0567;SPC OR N     -   283,230.    2,235,740.      MT  (+/- 180 meters Scaled)
 SC0567
 SC0567                          SUPERSEDED SURVEY CONTROL
 SC0567
 SC0567  NGVD 29 (??/??/92)    1.803  (m)            5.92   (f) ADJ UNCH    1 2
 SC0567
 SC0567.Superseded values are not recommended for survey control.
 SC0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0567.See file dsdata.txt to determine how the superseded data were derived.
 SC0567
 SC0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS287127(NAD 83)
 SC0567_MARKER: DB = BENCH MARK DISK
 SC0567_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SC0567_SP_SET: PORCH
 SC0567_STAMPING: C 31 1920
 SC0567_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC0567
 SC0567  HISTORY     - Date     Condition        Report By
 SC0567  HISTORY     - 1920     MONUMENTED       CGS
 SC0567  HISTORY     - 1965     GOOD             NGS
 SC0567  HISTORY     - 1987     MARK NOT FOUND   NGS
 SC0567  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 SC0567  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 SC0567
 SC0567                          STATION DESCRIPTION
 SC0567
 SC0567'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 SC0567'IN WARRENTON.
 SC0567'AT WARRENTON, 36 FEET EAST OF THE CENTER OF SOUTH MAIN STREET AND 30
 SC0567'FEET SOUTH OF THE CENTER OF SE 1ST STREET, IN THE CONCRETE PORCH AT
 SC0567'THE ENTRANCE TO THE BEAUTY PARLOR AT 100 SOUTH MAIN STREET.
 SC0567
 SC0567                          STATION RECOVERY (1987)
 SC0567
 SC0567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SC0567'THE BUILDING HAS BEEN TORN DOWN.
 SC0567
 SC0567                          STATION RECOVERY (1989)
 SC0567
 SC0567'RECOVERY NOTE BY US POWER SQUADRON 1989 (GAN)
 SC0567'MARK NOT FOUND.
 SC0567
 SC0567                          STATION RECOVERY (1989)
 SC0567
 SC0567'RECOVERY NOTE BY US POWER SQUADRON 1989 (RCC)
 SC0567'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC0568 ***********************************************************************
 SC0568  DESIGNATION -  C 31 RESET
 SC0568  PID         -  SC0568
 SC0568  STATE/COUNTY-  OR/CLATSOP
 SC0568  USGS QUAD   -  WARRENTON (1996)
 SC0568
 SC0568                         *CURRENT SURVEY CONTROL
 SC0568  ___________________________________________________________________
 SC0568* NAD 83(1986)-  46 09 53.     (N)    123 55 19.     (W)     SCALED    
 SC0568* NAVD 88     -         2.88   (meters)       9.4    (feet)  RESET     
 SC0568  ___________________________________________________________________
 SC0568  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 SC0568  VERT ORDER  -  THIRD
 SC0568
 SC0568.The horizontal coordinates were scaled from a topographic map and have
 SC0568.an estimated accuracy of +/- 6 seconds.
 SC0568
 SC0568.The orthometric height was computed from unverified reset data.
 SC0568
 SC0568.The geoid height was determined by GEOID03.
 SC0568
 SC0568;                    North         East    Units  Estimated Accuracy
 SC0568;SPC OR N     -   283,200.    2,235,780.      MT  (+/- 180 meters Scaled)
 SC0568
 SC0568                          SUPERSEDED SURVEY CONTROL
 SC0568
 SC0568.No superseded survey control is available for this station.
 SC0568
 SC0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS288127(NAD 83)
 SC0568_MARKER: DB = BENCH MARK DISK
 SC0568_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SC0568_SP_SET: FOUNDATION
 SC0568_STAMPING: C-31 RESET 1958
 SC0568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SC0568
 SC0568  HISTORY     - Date     Condition        Report By
 SC0568  HISTORY     - 1958     MONUMENTED       CGS
 SC0568  HISTORY     - 1987     MARK NOT FOUND   NGS
 SC0568  HISTORY     - 20020914 MARK NOT FOUND   USPSQD
 SC0568  HISTORY     - 20050321 MARK NOT FOUND   USPSQD
 SC0568
 SC0568                          STATION DESCRIPTION
 SC0568
 SC0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SC0568'IN WARRENTON.
 SC0568'A STANDARD DISK STAMPED C-31 RESET 1958 SET IN THE NW CORNER OF THE
 SC0568'CONCRETE FOUNDATION FOR A LARGE STANDARD OIL COMPANY DISTRIBUTORS
 SC0568'TANK.  LOCATED ABOUT 2 BLOCKS E OF THE MAIN INTERSECTION IN WARRENTON,
 SC0568'125 FEET S OF THE RAILROAD TRACKS, 50 FEET S OF HARBOR STREET, AND 75
 SC0568'FEET SW OF THE SKIPANON RIVER BRIDGE.
 SC0568
 SC0568                          STATION RECOVERY (1987)
 SC0568
 SC0568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SC0568'MARK NOT FOUND.
 SC0568
 SC0568                          STATION RECOVERY (2002)
 SC0568
 SC0568'RECOVERY NOTE BY US POWER SQUADRON 2002 (RCC)
 SC0568'STANDARD OIL TANK REMOVED YEARS AGO.
 SC0568
 SC0568                          STATION RECOVERY (2005)
 SC0568
 SC0568'RECOVERY NOTE BY US POWER SQUADRON 2005 (DMJ)
 SC0568'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0385 ***********************************************************************
 QB0385  DESIGNATION -  C 311
 QB0385  PID         -  QB0385
 QB0385  STATE/COUNTY-  OR/MALHEUR
 QB0385  USGS QUAD   -  MOORES HOLLOW (1974)
 QB0385
 QB0385                         *CURRENT SURVEY CONTROL
 QB0385  ___________________________________________________________________
 QB0385* NAD 83(1986)-  44 13 14.     (N)    117 00 14.     (W)     SCALED    
 QB0385* NAVD 88     -       658.491  (meters)    2160.40   (feet)  ADJUSTED  
 QB0385  ___________________________________________________________________
 QB0385  GEOID HEIGHT-         -17.31  (meters)                     GEOID03
 QB0385  DYNAMIC HT  -         658.315 (meters)    2159.82  (feet)  COMP
 QB0385  MODELED GRAV-     980,330.1   (mgal)                       NAVD 88
 QB0385
 QB0385  VERT ORDER  -  SECOND    CLASS 0
 QB0385
 QB0385.The horizontal coordinates were scaled from a topographic map and have
 QB0385.an estimated accuracy of +/- 6 seconds.
 QB0385
 QB0385.The orthometric height was determined by differential leveling
 QB0385.and adjusted in June 1991.
 QB0385
 QB0385.The geoid height was determined by GEOID03.
 QB0385
 QB0385.The dynamic height is computed by dividing the NAVD 88
 QB0385.geopotential number by the normal gravity value computed on the
 QB0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0385.degrees latitude (g = 980.6199 gals.).
 QB0385
 QB0385.The modeled gravity was interpolated from observed gravity values.
 QB0385
 QB0385;                    North         East    Units  Estimated Accuracy
 QB0385;SPC OR S     -   289,540.    1,779,310.      MT  (+/- 180 meters Scaled)
 QB0385
 QB0385                          SUPERSEDED SURVEY CONTROL
 QB0385
 QB0385  NGVD 29 (??/??/92)  657.52   (m)         2157.2    (f) COMPUTED    2 0
 QB0385
 QB0385.Superseded values are not recommended for survey control.
 QB0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0385.See file dsdata.txt to determine how the superseded data were derived.
 QB0385
 QB0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ996963(NAD 83)
 QB0385_MARKER: Q = CHISELED SQUARE
 QB0385_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QB0385_SP_SET: SYPHON
 QB0385_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB0385
 QB0385  HISTORY     - Date     Condition        Report By
 QB0385  HISTORY     - UNK      MONUMENTED       CGS
 QB0385  HISTORY     - 1946     GOOD             NGS
 QB0385
 QB0385                          STATION DESCRIPTION
 QB0385
 QB0385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 QB0385'16.15 MI N FROM ONTARIO.
 QB0385'ALONG U.S. HIGHWAY NO.30, 16.15 MILES NORTH OF THE ONTARIO UNDERPASS
 QB0385'AT ONTARIO, 0.8 MILE WEST OF WEISER JUNCTION, 350.0 FEET WEST OF
 QB0385'CENTER OF A LARGE IRRIGATION CANAL WHICH PASSES UNDER THE HIGHWAY,
 QB0385'21.5 FEET NORTH OF CENTER OF THE HIGHWAY, AN OUTLINED CHISELED SQUARE
 QB0385'CUT ON TOP OF AND 0.5 FOOT NORTHWEST OF THE SOUTHEAST CORNER OF A
 QB0385'CONCRETE IRRIGATION SYPHON BOX, ABOUT 2 FEET ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0035 ***********************************************************************
 PA0035  DESIGNATION -  C 313
 PA0035  PID         -  PA0035
 PA0035  STATE/COUNTY-  OR/HARNEY
 PA0035  USGS QUAD   -  DRINKWATER PASS (1990)
 PA0035
 PA0035                         *CURRENT SURVEY CONTROL
 PA0035  ___________________________________________________________________
 PA0035* NAD 83(1986)-  43 47 25.     (N)    118 18 41.     (W)     SCALED    
 PA0035* NAVD 88     -      1135.498  (meters)    3725.38   (feet)  ADJUSTED  
 PA0035  ___________________________________________________________________
 PA0035  GEOID HEIGHT-         -18.34  (meters)                     GEOID03
 PA0035  DYNAMIC HT  -        1135.001 (meters)    3723.75  (feet)  COMP
 PA0035  MODELED GRAV-     980,142.2   (mgal)                       NAVD 88
 PA0035
 PA0035  VERT ORDER  -  FIRST     CLASS II
 PA0035
 PA0035.The horizontal coordinates were scaled from a topographic map and have
 PA0035.an estimated accuracy of +/- 6 seconds.
 PA0035
 PA0035.The orthometric height was determined by differential leveling
 PA0035.and adjusted in June 1991.
 PA0035
 PA0035.The geoid height was determined by GEOID03.
 PA0035
 PA0035.The dynamic height is computed by dividing the NAVD 88
 PA0035.geopotential number by the normal gravity value computed on the
 PA0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0035.degrees latitude (g = 980.6199 gals.).
 PA0035
 PA0035.The modeled gravity was interpolated from observed gravity values.
 PA0035
 PA0035;                    North         East    Units  Estimated Accuracy
 PA0035;SPC OR S     -   238,200.    1,676,130.      MT  (+/- 180 meters Scaled)
 PA0035
 PA0035                          SUPERSEDED SURVEY CONTROL
 PA0035
 PA0035  NGVD 29 (??/??/92) 1134.370  (m)         3721.68   (f) ADJ UNCH    1 2
 PA0035
 PA0035.Superseded values are not recommended for survey control.
 PA0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0035.See file dsdata.txt to determine how the superseded data were derived.
 PA0035
 PA0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ944494(NAD 83)
 PA0035_MARKER: DD = SURVEY DISK
 PA0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PA0035_STAMPING: C 313 1934 PI 349+82.8
 PA0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0035+STABILITY: SURFACE MOTION
 PA0035
 PA0035  HISTORY     - Date     Condition        Report By
 PA0035  HISTORY     - 1934     MONUMENTED       ORDT
 PA0035  HISTORY     - 1943     GOOD             NGS
 PA0035  HISTORY     - 1967     GOOD             NGS
 PA0035
 PA0035                          STATION DESCRIPTION
 PA0035
 PA0035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PA0035'14.05 MI W FROM JUNTURA.
 PA0035'ABOUT 14.05 MILES WEST ALONG U.S. HIGHWAY 20 FROM THE STATION AT
 PA0035'JUNTURA, MALHEUR COUNTY, AT HIGHWAY MILAGE 175.85, 1.1 MILES EAST OF
 PA0035'THE MALHEUR RIVER BRIDGE, 85 FEET NORTH OF THE CENTER OF THE HIGHWAY,
 PA0035'3 FEET SOUTH OF A REFERENCE POST AND FLUSH WITH THE SURFACE OF THE
 PA0035'GROUND.
 PA0035
 PA0035                          STATION RECOVERY (1967)
 PA0035
 PA0035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 PA0035'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0380 ***********************************************************************
 PA0380  DESIGNATION -  C 314
 PA0380  PID         -  PA0380
 PA0380  STATE/COUNTY-  OR/HARNEY
 PA0380  USGS QUAD   -  BURNS (1960)
 PA0380
 PA0380                         *CURRENT SURVEY CONTROL
 PA0380  ___________________________________________________________________
 PA0380* NAD 83(1986)-  43 34 15.     (N)    119 01 11.     (W)     SCALED    
 PA0380* NAVD 88     -      1263.571  (meters)    4145.57   (feet)  ADJUSTED  
 PA0380  ___________________________________________________________________
 PA0380  GEOID HEIGHT-         -19.09  (meters)                     GEOID03
 PA0380  DYNAMIC HT  -        1262.962 (meters)    4143.57  (feet)  COMP
 PA0380  MODELED GRAV-     980,093.8   (mgal)                       NAVD 88
 PA0380
 PA0380  VERT ORDER  -  SECOND    CLASS 0
 PA0380
 PA0380.The horizontal coordinates were scaled from a topographic map and have
 PA0380.an estimated accuracy of +/- 6 seconds.
 PA0380
 PA0380.The orthometric height was determined by differential leveling
 PA0380.and adjusted in June 1991.
 PA0380
 PA0380.The geoid height was determined by GEOID03.
 PA0380
 PA0380.The dynamic height is computed by dividing the NAVD 88
 PA0380.geopotential number by the normal gravity value computed on the
 PA0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0380.degrees latitude (g = 980.6199 gals.).
 PA0380
 PA0380.The modeled gravity was interpolated from observed gravity values.
 PA0380
 PA0380;                    North         East    Units  Estimated Accuracy
 PA0380;SPC OR S     -   212,580.    1,619,560.      MT  (+/- 180 meters Scaled)
 PA0380
 PA0380                          SUPERSEDED SURVEY CONTROL
 PA0380
 PA0380  NGVD 29 (??/??/92) 1262.378  (m)         4141.65   (f) ADJ UNCH    2 0
 PA0380
 PA0380.Superseded values are not recommended for survey control.
 PA0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0380.See file dsdata.txt to determine how the superseded data were derived.
 PA0380
 PA0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ369261(NAD 83)
 PA0380_MARKER: DB = BENCH MARK DISK
 PA0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0380_SP_SET: CONCRETE POST
 PA0380_STAMPING: 4142 C 314 1934
 PA0380_MARK LOGO: CGS   
 PA0380_MAGNETIC: N = NO MAGNETIC MATERIAL
 PA0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0380+STABILITY: SURFACE MOTION
 PA0380
 PA0380  HISTORY     - Date     Condition        Report By
 PA0380  HISTORY     - 1934     MONUMENTED       CGS
 PA0380  HISTORY     - 19911107 SEE DESCRIPTION  NGS
 PA0380
 PA0380                          STATION DESCRIPTION
 PA0380
 PA0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PA0380'2.5 MI SE FROM BURNS.
 PA0380'ABOUT 2.5 MILES SOUTHEAST ALONG THE FRENCHGLEN HIGHWAY FROM BURNS,
 PA0380'HARNEY COUNTY, 225 FEET SOUTH OF BRIDGE ACROSS EAST FORK OF SILVIES
 PA0380'RIVER, 30 FEET EAST OF HIGHWAY, 30 FEET NORTH OF NORTH POST OF GATE
 PA0380'ACROSS ROAD LEADING TO HANLEY HOUSE, 4 FEET SOUTH OF CORNER FENCE
 PA0380'POST.  A STANDARD DISK, STAMPED 4142 C 314 1934 AND SET IN A CONCRETE
 PA0380'POST.
 PA0380
 PA0380                          STATION RECOVERY (1991)
 PA0380
 PA0380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 (LLR)
 PA0380'THE MARK WAS SEARCHED FOR BUT WAS NOT FOUND.  IT COULD VERY WELL BE
 PA0380'STILL THERE BUT COVERED BY FILL. DESCRIBED BY L.L. RIGGERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0170 ***********************************************************************
 PA0170  DESIGNATION -  C 315
 PA0170  PID         -  PA0170
 PA0170  STATE/COUNTY-  OR/HARNEY
 PA0170  USGS QUAD   -  COYOTE BUTTES (1980)
 PA0170
 PA0170                         *CURRENT SURVEY CONTROL
 PA0170  ___________________________________________________________________
 PA0170* NAD 83(1986)-  43 08 35.     (N)    118 56 41.     (W)     SCALED    
 PA0170* NAVD 88     -      1270.421  (meters)    4168.04   (feet)  ADJUSTED  
 PA0170  ___________________________________________________________________
 PA0170  GEOID HEIGHT-         -19.28  (meters)                     GEOID03
 PA0170  DYNAMIC HT  -        1269.758 (meters)    4165.86  (feet)  COMP
 PA0170  MODELED GRAV-     980,053.8   (mgal)                       NAVD 88
 PA0170
 PA0170  VERT ORDER  -  SECOND    CLASS 0
 PA0170
 PA0170.The horizontal coordinates were scaled from a topographic map and have
 PA0170.an estimated accuracy of +/- 6 seconds.
 PA0170
 PA0170.The orthometric height was determined by differential leveling
 PA0170.and adjusted in June 1991.
 PA0170
 PA0170.The geoid height was determined by GEOID03.
 PA0170
 PA0170.The dynamic height is computed by dividing the NAVD 88
 PA0170.geopotential number by the normal gravity value computed on the
 PA0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0170.degrees latitude (g = 980.6199 gals.).
 PA0170
 PA0170.The modeled gravity was interpolated from observed gravity values.
 PA0170
 PA0170;                    North         East    Units  Estimated Accuracy
 PA0170;SPC OR S     -   165,180.    1,626,500.      MT  (+/- 180 meters Scaled)
 PA0170
 PA0170                          SUPERSEDED SURVEY CONTROL
 PA0170
 PA0170  NGVD 29 (??/??/92) 1269.252  (m)         4164.20   (f) ADJ UNCH    2 0
 PA0170
 PA0170.Superseded values are not recommended for survey control.
 PA0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0170.See file dsdata.txt to determine how the superseded data were derived.
 PA0170
 PA0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH418785(NAD 83)
 PA0170_MARKER: DB = BENCH MARK DISK
 PA0170_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PA0170_SP_SET: PREFAB CONC. POST IN EARTH
 PA0170_STAMPING: 4164 C 315 1934
 PA0170_MARK LOGO: CGS   
 PA0170_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PA0170
 PA0170  HISTORY     - Date     Condition        Report By
 PA0170  HISTORY     - 1934     MONUMENTED       CGS
 PA0170  HISTORY     - 1967     GOOD             USGS
 PA0170  HISTORY     - 19670806 GOOD             USPSQD
 PA0170  HISTORY     - 19700723 GOOD             USGS
 PA0170
 PA0170                          STATION DESCRIPTION
 PA0170
 PA0170'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 PA0170'10.4 MI S FROM NARROWS.
 PA0170'THE BRIDGE OVER THE NARROWS, 9.9 MI. SOUTH ALONG STATE HIGHWAY 205, SW
 PA0170'OF SADDLE BUTTE AT THE SOUTH END OF A LONG TANGENT, 34 FEET EAST OF
 PA0170'THE CENTER LINE OF THE ROAD, AT THE TOP OF THE SLOPE FROM THE ROAD
 PA0170'DITCH IN CONCRETE POST FLUSH WITH THE GROUND, STANDARD TABLET STAMPED
 PA0170'4164 C 315 1934.
 PA0170
 PA0170                          STATION RECOVERY (1967)
 PA0170
 PA0170'RECOVERY NOTE BY US POWER SQUADRON 1967 (ARG)
 PA0170'RECOVERED IN GOOD CONDITION.
 PA0170
 PA0170                          STATION RECOVERY (1970)
 PA0170
 PA0170'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 PA0170'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0417 ***********************************************************************
 RD0417  DESIGNATION -  C 32
 RD0417  PID         -  RD0417
 RD0417  STATE/COUNTY-  OR/MULTNOMAH
 RD0417  USGS QUAD   -  PORTLAND (1990)
 RD0417
 RD0417                         *CURRENT SURVEY CONTROL
 RD0417  ___________________________________________________________________
 RD0417* NAD 83(1986)-  45 35 40.     (N)    122 43 33.     (W)     SCALED    
 RD0417* NAVD 88     -        20.147  (meters)      66.10   (feet)  POSTED    
 RD0417  ___________________________________________________________________
 RD0417  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 RD0417  DYNAMIC HT  -          20.150 (meters)      66.11  (feet)  COMP
 RD0417  MODELED GRAV-     980,622.4   (mgal)                       NAVD 88
 RD0417
 RD0417  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 RD0417
 RD0417.The horizontal coordinates were scaled from a topographic map and have
 RD0417.an estimated accuracy of +/- 6 seconds.
 RD0417
 RD0417.The orthometric height was determined by differential leveling
 RD0417.and adjusted by the  in 1992.
 RD0417.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 RD0417.rate of 1.1 thru 2.0 mm/km.
 RD0417
 RD0417.The geoid height was determined by GEOID03.
 RD0417
 RD0417.The dynamic height is computed by dividing the NAVD 88
 RD0417.geopotential number by the normal gravity value computed on the
 RD0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0417.degrees latitude (g = 980.6199 gals.).
 RD0417
 RD0417.The modeled gravity was interpolated from observed gravity values.
 RD0417
 RD0417;                    North         East    Units  Estimated Accuracy
 RD0417;SPC OR N     -   216,610.    2,326,360.      MT  (+/- 180 meters Scaled)
 RD0417
 RD0417                          SUPERSEDED SURVEY CONTROL
 RD0417
 RD0417  NGVD 29 (??/??/92)   19.101  (m)           62.67   (f) ADJ UNCH    1 2
 RD0417
 RD0417.Superseded values are not recommended for survey control.
 RD0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0417.See file dsdata.txt to determine how the superseded data were derived.
 RD0417
 RD0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER213490(NAD 83)
 RD0417_MARKER: DB = BENCH MARK DISK
 RD0417_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RD0417_SP_SET: FOUNDATION
 RD0417_STAMPING: ELEV 62.667 FT C 32 1920
 RD0417_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RD0417
 RD0417  HISTORY     - Date     Condition        Report By
 RD0417  HISTORY     - 1920     MONUMENTED       CGS
 RD0417  HISTORY     - 1961     GOOD             NGS
 RD0417  HISTORY     - 1987     MARK NOT FOUND   NGS
 RD0417  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 RD0417  HISTORY     - 19940420 MARK NOT FOUND   USPSQD
 RD0417
 RD0417                          STATION DESCRIPTION
 RD0417
 RD0417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RD0417'IN PORTLAND.
 RD0417'LOCATED ABOUT 260 FEET SOUTHWEST OF EAST ST. JOHNS SPOKANE, PORTLAND
 RD0417'AND SEATTLE RAILWAY STATION.  SET IN TOP OF THE SOUTH FOUNDATION OF
 RD0417'THE CENTER PIER OF THE FIRST VIADUCT SOUTH OF THE STATION, AND ABOUT
 RD0417'3-FEET HIGHER THEN THE RAILS.
 RD0417
 RD0417                          STATION RECOVERY (1987)
 RD0417
 RD0417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD0417'NOT RECOVERED.  EVIDENCE WAS FOUND THAT THE MARK HAD BEEN DESTROYED.
 RD0417
 RD0417                          STATION RECOVERY (1990)
 RD0417
 RD0417'RECOVERY NOTE BY US POWER SQUADRON 1990 (FV)
 RD0417'MARK NOT FOUND.
 RD0417
 RD0417                          STATION RECOVERY (1994)
 RD0417
 RD0417'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD0417'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0184 ***********************************************************************
 PA0184  DESIGNATION -  C 320
 PA0184  PID         -  PA0184
 PA0184  STATE/COUNTY-  OR/HARNEY
 PA0184  USGS QUAD   -  MALHEUR LAKE EAST (1990)
 PA0184
 PA0184                         *CURRENT SURVEY CONTROL
 PA0184  ___________________________________________________________________
 PA0184* NAD 83(1986)-  43 15 45.     (N)    118 38 31.     (W)     SCALED    
 PA0184* NAVD 88     -      1256.814  (meters)    4123.40   (feet)  ADJUSTED  
 PA0184  ___________________________________________________________________
 PA0184  GEOID HEIGHT-         -18.95  (meters)                     GEOID03
 PA0184  DYNAMIC HT  -        1256.183 (meters)    4121.33  (feet)  COMP
 PA0184  MODELED GRAV-     980,073.8   (mgal)                       NAVD 88
 PA0184
 PA0184  VERT ORDER  -  SECOND    CLASS 0
 PA0184
 PA0184.The horizontal coordinates were scaled from a topographic map and have
 PA0184.an estimated accuracy of +/- 6 seconds.
 PA0184
 PA0184.The orthometric height was determined by differential leveling
 PA0184.and adjusted in June 1991.
 PA0184
 PA0184.The geoid height was determined by GEOID03.
 PA0184
 PA0184.The dynamic height is computed by dividing the NAVD 88
 PA0184.geopotential number by the normal gravity value computed on the
 PA0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0184.degrees latitude (g = 980.6199 gals.).
 PA0184
 PA0184.The modeled gravity was interpolated from observed gravity values.
 PA0184
 PA0184;                    North         East    Units  Estimated Accuracy
 PA0184;SPC OR S     -   178,940.    1,650,830.      MT  (+/- 180 meters Scaled)
 PA0184
 PA0184                          SUPERSEDED SURVEY CONTROL
 PA0184
 PA0184  NGVD 29 (??/??/92) 1255.654  (m)         4119.59   (f) ADJ UNCH    2 0
 PA0184
 PA0184.Superseded values are not recommended for survey control.
 PA0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0184.See file dsdata.txt to determine how the superseded data were derived.
 PA0184
 PA0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH667912(NAD 83)
 PA0184_MARKER: DB = BENCH MARK DISK
 PA0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PA0184_STAMPING: 4120 C 320 1934
 PA0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0184+STABILITY: SURFACE MOTION
 PA0184
 PA0184  HISTORY     - Date     Condition        Report By
 PA0184  HISTORY     - 1934     MONUMENTED       CGS
 PA0184  HISTORY     - 1958     MARK NOT FOUND   USGS
 PA0184
 PA0184                          STATION DESCRIPTION
 PA0184
 PA0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PA0184'4.4 MI W FROM PRINCETON.
 PA0184'4.4 MILES WEST OF POST OFFICE AT PRINCETON, 3 MILES WEST OF THE
 PA0184'PRINCETON-CRANE ROAD, ON THE PRINCETON-NARROWS ROAD, 75 FEET WEST OF
 PA0184'THE CENTERLINE OF A FAINT ROAD LEADING SOUTH, ON A TELEPHONE POLE
 PA0184'LINE, 66 FEET EAST OF A TELEPHONE POLE, 36 FEET SOUTH OF CENTERLINE OF
 PA0184'ROAD.
 PA0184
 PA0184                          STATION RECOVERY (1958)
 PA0184
 PA0184'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 PA0184'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0066 ***********************************************************************
 PA0066  DESIGNATION -  C 326
 PA0066  PID         -  PA0066
 PA0066  STATE/COUNTY-  OR/MALHEUR
 PA0066  USGS QUAD   -  PETES MOUNTAIN (1990)
 PA0066
 PA0066                         *CURRENT SURVEY CONTROL
 PA0066  ___________________________________________________________________
 PA0066* NAD 83(1986)-  43 46 18.     (N)    118 10 25.     (W)     SCALED    
 PA0066* NAVD 88     -       999.189  (meters)    3278.17   (feet)  ADJUSTED  
 PA0066  ___________________________________________________________________
 PA0066  GEOID HEIGHT-         -18.27  (meters)                     GEOID03
 PA0066  DYNAMIC HT  -         998.767 (meters)    3276.79  (feet)  COMP
 PA0066  MODELED GRAV-     980,163.6   (mgal)                       NAVD 88
 PA0066
 PA0066  VERT ORDER  -  FIRST     CLASS II
 PA0066
 PA0066.The horizontal coordinates were scaled from a topographic map and have
 PA0066.an estimated accuracy of +/- 6 seconds.
 PA0066
 PA0066.The orthometric height was determined by differential leveling
 PA0066.and adjusted in June 1991.
 PA0066
 PA0066.The geoid height was determined by GEOID03.
 PA0066
 PA0066.The dynamic height is computed by dividing the NAVD 88
 PA0066.geopotential number by the normal gravity value computed on the
 PA0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0066.degrees latitude (g = 980.6199 gals.).
 PA0066
 PA0066.The modeled gravity was interpolated from observed gravity values.
 PA0066
 PA0066;                    North         East    Units  Estimated Accuracy
 PA0066;SPC OR S     -   236,440.    1,687,270.      MT  (+/- 180 meters Scaled)
 PA0066
 PA0066                          SUPERSEDED SURVEY CONTROL
 PA0066
 PA0066  NGVD 29 (??/??/92)  998.075  (m)         3274.52   (f) ADJ UNCH    1 2
 PA0066
 PA0066.Superseded values are not recommended for survey control.
 PA0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0066.See file dsdata.txt to determine how the superseded data were derived.
 PA0066
 PA0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ055471(NAD 83)
 PA0066_MARKER: DD = SURVEY DISK
 PA0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PA0066_STAMPING: C 326 1934
 PA0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0066+STABILITY: SURFACE MOTION
 PA0066
 PA0066  HISTORY     - Date     Condition        Report By
 PA0066  HISTORY     - 1934     MONUMENTED       ORDT
 PA0066  HISTORY     - 1943     GOOD             NGS
 PA0066
 PA0066                          STATION DESCRIPTION
 PA0066
 PA0066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PA0066'6.0 MI W FROM JUNTURA.
 PA0066'ABOUT 6.0 MILES WEST ALONG U.S. HIGHWAY 20 FROM THE STATION AT
 PA0066'JUNTURA, MALHEUR COUNTY, AT HIGHWAY MILAGE 183.9, 14 FEET NORTHWEST OF
 PA0066'THE CENTER OF A SIDE ROAD LEADING TO A HIGHWAY STOCK PILE, 30 FEET
 PA0066'SOUTH OF THE CENTER OF THE HIGHWAY, 20 FEET NORTH OF A JUNIPER TREE,
 PA0066'1.6 FEET SOUTHWEST OF A REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0941 ***********************************************************************
 RB0941  DESIGNATION -  C 327
 RB0941  PID         -  RB0941
 RB0941  STATE/COUNTY-  OR/MORROW
 RB0941  USGS QUAD   -  LEXINGTON (1968)
 RB0941
 RB0941                         *CURRENT SURVEY CONTROL
 RB0941  ___________________________________________________________________
 RB0941* NAD 83(1986)-  45 29 24.     (N)    119 38 51.     (W)     SCALED    
 RB0941* NAVD 88     -       478.688  (meters)    1570.50   (feet)  ADJUSTED  
 RB0941  ___________________________________________________________________
 RB0941  GEOID HEIGHT-         -21.18  (meters)                     GEOID03
 RB0941  DYNAMIC HT  -         478.634 (meters)    1570.32  (feet)  COMP
 RB0941  MODELED GRAV-     980,488.9   (mgal)                       NAVD 88
 RB0941
 RB0941  VERT ORDER  -  SECOND    CLASS 0
 RB0941
 RB0941.The horizontal coordinates were scaled from a topographic map and have
 RB0941.an estimated accuracy of +/- 6 seconds.
 RB0941
 RB0941.The orthometric height was determined by differential leveling
 RB0941.and adjusted in June 1991.
 RB0941
 RB0941.The geoid height was determined by GEOID03.
 RB0941
 RB0941.The dynamic height is computed by dividing the NAVD 88
 RB0941.geopotential number by the normal gravity value computed on the
 RB0941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0941.degrees latitude (g = 980.6199 gals.).
 RB0941
 RB0941.The modeled gravity was interpolated from observed gravity values.
 RB0941
 RB0941;                    North         East    Units  Estimated Accuracy
 RB0941;SPC OR N     -   202,970.    2,566,630.      MT  (+/- 180 meters Scaled)
 RB0941
 RB0941                          SUPERSEDED SURVEY CONTROL
 RB0941
 RB0941  NGVD 29 (??/??/92)  477.645  (m)         1567.07   (f) ADJ UNCH    2 0
 RB0941
 RB0941.Superseded values are not recommended for survey control.
 RB0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0941.See file dsdata.txt to determine how the superseded data were derived.
 RB0941
 RB0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKL931407(NAD 83)
 RB0941_MARKER: DD = SURVEY DISK
 RB0941_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RB0941_SP_SET: CULVERT
 RB0941_STAMPING: C 327 1947
 RB0941_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RB0941
 RB0941  HISTORY     - Date     Condition        Report By
 RB0941  HISTORY     - 1947     MONUMENTED       ORDT
 RB0941  HISTORY     - 1959     GOOD             NGS
 RB0941
 RB0941                          STATION DESCRIPTION
 RB0941
 RB0941'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RB0941'4.3 MI NE FROM LEXINGTON.
 RB0941'4.3 MILES NORTHEAST ALONG STATE HIGHWAY 207 FROM THE PUBLIC SCHOOL AT
 RB0941'LEXINGTON, 0.25 MILE NORTHEAST OF MILEPOST 4, IN TOP OF THE SOUTHWEST
 RB0941'END OF THE SOUTHEAST CONCRETE HEAD WALL OF A 6-BY 8-FOOT CONCRETE BOX
 RB0941'CULVERT UNDER THE HIGHWAY, 13 FEET SOUTHEAST OF THE CENTER LINE OF THE
 RB0941'HIGHWAY, 0.7 FOOT NORTHEAST OF THE SOUTHWEST END OF THE HEAD WALL, AND
 RB0941'ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0314 ***********************************************************************
 RB0314  DESIGNATION -  C 33
 RB0314  PID         -  RB0314
 RB0314  STATE/COUNTY-  OR/UMATILLA
 RB0314  USGS QUAD   -  BRIDGE CREEK (1995)
 RB0314
 RB0314                         *CURRENT SURVEY CONTROL
 RB0314  ___________________________________________________________________
 RB0314* NAD 83(1986)-  45 03 51.     (N)    118 56 11.     (W)     SCALED    
 RB0314* NAVD 88     -      1224.756  (meters)    4018.22   (feet)  ADJUSTED  
 RB0314  ___________________________________________________________________
 RB0314  GEOID HEIGHT-         -18.27  (meters)                     GEOID03
 RB0314  DYNAMIC HT  -        1224.420 (meters)    4017.12  (feet)  COMP
 RB0314  MODELED GRAV-     980,298.8   (mgal)                       NAVD 88
 RB0314
 RB0314  VERT ORDER  -  FIRST     CLASS II
 RB0314
 RB0314.The horizontal coordinates were scaled from a topographic map and have
 RB0314.an estimated accuracy of +/- 6 seconds.
 RB0314
 RB0314.The orthometric height was determined by differential leveling
 RB0314.and adjusted in June 1991.
 RB0314
 RB0314.The geoid height was determined by GEOID03.
 RB0314
 RB0314.The dynamic height is computed by dividing the NAVD 88
 RB0314.geopotential number by the normal gravity value computed on the
 RB0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0314.degrees latitude (g = 980.6199 gals.).
 RB0314
 RB0314.The modeled gravity was interpolated from observed gravity values.
 RB0314
 RB0314;                    North         East    Units  Estimated Accuracy
 RB0314;SPC OR N     -   156,480.    2,623,130.      MT  (+/- 180 meters Scaled)
 RB0314
 RB0314                          SUPERSEDED SURVEY CONTROL
 RB0314
 RB0314  NGVD 29 (??/??/92) 1223.621  (m)         4014.50   (f) ADJ UNCH    1 2
 RB0314
 RB0314.Superseded values are not recommended for survey control.
 RB0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0314.See file dsdata.txt to determine how the superseded data were derived.
 RB0314
 RB0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK475919(NAD 83)
 RB0314_MARKER: DB = BENCH MARK DISK
 RB0314_SETTING: 66 = SET IN ROCK OUTCROP
 RB0314_SP_SET: BEDROCK
 RB0314_STAMPING: C 33 1930 4014.497
 RB0314_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RB0314+STABILITY: POSITION/ELEVATION WELL
 RB0314
 RB0314  HISTORY     - Date     Condition        Report By
 RB0314  HISTORY     - 1930     MONUMENTED       CGS
 RB0314  HISTORY     - 1968     GOOD             NGS
 RB0314
 RB0314                          STATION DESCRIPTION
 RB0314
 RB0314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RB0314'6.0 MI S FROM UKIAH.
 RB0314'6.0 MILES SOUTH ALONG THE OLD UKIAH-DALE ROAD FROM THE UKIAH POST
 RB0314'OFFICE, 1.5 MILES SOUTH OF A CATTLE GUARD, 350 FEET WEST OF THE ROAD,
 RB0314'200 FEET NORTHEAST OF A PINE TREE 4 1/2-FEET IN DIAMETER WITH THE TOP
 RB0314'BROKEN OUT ABOUT 50 FEET UP, 29 FEET WEST OF THE CENTER OF THE OLD
 RB0314'ROAD, 3 FEET NORTHEAST OF A METAL WITNESS POST AND 1 FOOT EAST OF A
 RB0314'ROCK CAIRN CEMENTED IN A DRILL HOLE IN A 1.5 BY 3 FOOT BEDROCK THAT
 RB0314'PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0362 ***********************************************************************
 QD0362  DESIGNATION -  C 336
 QD0362  PID         -  QD0362
 QD0362  STATE/COUNTY-  OR/CROOK
 QD0362  USGS QUAD   -  GRIZZLY MTN (1992)
 QD0362
 QD0362                         *CURRENT SURVEY CONTROL
 QD0362  ___________________________________________________________________
 QD0362* NAD 83(1986)-  44 24 43.     (N)    120 59 11.     (W)     SCALED    
 QD0362* NAVD 88     -      1034.770  (meters)    3394.91   (feet)  ADJUSTED  
 QD0362  ___________________________________________________________________
 QD0362  GEOID HEIGHT-         -20.68  (meters)                     GEOID03
 QD0362  DYNAMIC HT  -        1034.421 (meters)    3393.76  (feet)  COMP
 QD0362  MODELED GRAV-     980,245.8   (mgal)                       NAVD 88
 QD0362
 QD0362  VERT ORDER  -  SECOND    CLASS 0
 QD0362
 QD0362.The horizontal coordinates were scaled from a topographic map and have
 QD0362.an estimated accuracy of +/- 6 seconds.
 QD0362
 QD0362.The orthometric height was determined by differential leveling
 QD0362.and adjusted in June 1991.
 QD0362
 QD0362.The geoid height was determined by GEOID03.
 QD0362
 QD0362.The dynamic height is computed by dividing the NAVD 88
 QD0362.geopotential number by the normal gravity value computed on the
 QD0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0362.degrees latitude (g = 980.6199 gals.).
 QD0362
 QD0362.The modeled gravity was interpolated from observed gravity values.
 QD0362
 QD0362;                    North         East    Units  Estimated Accuracy
 QD0362;SPC OR S     -   305,090.    1,461,260.      MT  (+/- 180 meters Scaled)
 QD0362
 QD0362                          SUPERSEDED SURVEY CONTROL
 QD0362
 QD0362  NGVD 29 (??/??/92) 1033.632  (m)         3391.17   (f) ADJ UNCH    2 0
 QD0362
 QD0362.Superseded values are not recommended for survey control.
 QD0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0362.See file dsdata.txt to determine how the superseded data were derived.
 QD0362
 QD0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ603196(NAD 83)
 QD0362_MARKER: DB = BENCH MARK DISK
 QD0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD0362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QD0362_STAMPING: C 336 1934
 QD0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0362+STABILITY: SURFACE MOTION
 QD0362
 QD0362  HISTORY     - Date     Condition        Report By
 QD0362  HISTORY     - 1934     MONUMENTED       CGS
 QD0362  HISTORY     - 1942     GOOD             NGS
 QD0362
 QD0362                          STATION DESCRIPTION
 QD0362
 QD0362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 QD0362'9.4 MI NW FROM PRINEVILLE.
 QD0362'ALONG OREGON STATE HIGHWAY NO. 27 FROM THE RAILROAD STATION, 30 FEET
 QD0362'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 2 FEET SOUTHWEST OF A
 QD0362'FENCE LINE, A WITNESS POST HAS BEEN SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0238 ***********************************************************************
 QC0238  DESIGNATION -  C 34
 QC0238  PID         -  QC0238
 QC0238  STATE/COUNTY-  OR/GRANT
 QC0238  USGS QUAD   -  JOHNSON SADDLE (1990)
 QC0238
 QC0238                         *CURRENT SURVEY CONTROL
 QC0238  ___________________________________________________________________
 QC0238* NAD 83(1986)-  44 33 46.     (N)    119 05 44.     (W)     SCALED    
 QC0238* NAVD 88     -      1311.633  (meters)    4303.25   (feet)  ADJUSTED  
 QC0238  ___________________________________________________________________
 QC0238  GEOID HEIGHT-         -18.03  (meters)                     GEOID03
 QC0238  DYNAMIC HT  -        1311.132 (meters)    4301.61  (feet)  COMP
 QC0238  MODELED GRAV-     980,189.3   (mgal)                       NAVD 88
 QC0238
 QC0238  VERT ORDER  -  FIRST     CLASS II
 QC0238
 QC0238.The horizontal coordinates were scaled from a topographic map and have
 QC0238.an estimated accuracy of +/- 6 seconds.
 QC0238
 QC0238.The orthometric height was determined by differential leveling
 QC0238.and adjusted in June 1991.
 QC0238
 QC0238.The geoid height was determined by GEOID03.
 QC0238
 QC0238.The dynamic height is computed by dividing the NAVD 88
 QC0238.geopotential number by the normal gravity value computed on the
 QC0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0238.degrees latitude (g = 980.6199 gals.).
 QC0238
 QC0238.The modeled gravity was interpolated from observed gravity values.
 QC0238
 QC0238;                    North         East    Units  Estimated Accuracy
 QC0238;SPC OR N     -   100,550.    2,611,560.      MT  (+/- 180 meters Scaled)
 QC0238
 QC0238                          SUPERSEDED SURVEY CONTROL
 QC0238
 QC0238  NGVD 29 (??/??/92) 1310.416  (m)         4299.26   (f) ADJ UNCH    1 2
 QC0238
 QC0238.Superseded values are not recommended for survey control.
 QC0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0238.See file dsdata.txt to determine how the superseded data were derived.
 QC0238
 QC0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK335365(NAD 83)
 QC0238_MARKER: DB = BENCH MARK DISK
 QC0238_SETTING: 66 = SET IN ROCK OUTCROP
 QC0238_SP_SET: ROCK OUTCROP
 QC0238_STAMPING: 4299.519 C 34 1930
 QC0238_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QC0238+STABILITY: POSITION/ELEVATION WELL
 QC0238
 QC0238  HISTORY     - Date     Condition        Report By
 QC0238  HISTORY     - 1930     MONUMENTED       CGS
 QC0238  HISTORY     - 1967     MARK NOT FOUND   NGS
 QC0238  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 QC0238  HISTORY     - 19851001 MARK NOT FOUND   USGS
 QC0238  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 QC0238
 QC0238                          STATION DESCRIPTION
 QC0238
 QC0238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 QC0238'7.5 MI S FROM FOX.
 QC0238'ABOUT 7.5 MILES SOUTH ALONG THE PENDLETON-JOHN DAY HIGHWAY (U.S. 395)
 QC0238'FROM FOX, GRANT COUNTY, ABOUT 128 FEET WEST OF BENCH MARK 22
 QC0238'(U.S.B.P.R.), DESCRIBED BELOW, AT THE WEST EDGE OF A SMALL GULCH, ON
 QC0238'THE NORTH EDGE OF THE OLD ROAD, 37 FEET NORTH OF THE CENTER LINE OF
 QC0238'THE HIGHWAY, IN THE TOP OF A ROUND BOULDER IN A ROCK OUTCROP, ABOUT 8
 QC0238'FEET HIGHER THAN THE HIGHWAY, AND ABOUT 4 FEET HIGHER THAN THE OLD
 QC0238'ROAD.  A STANDARD DISK, STAMPED 4299.519 C 34 1930.
 QC0238
 QC0238                          STATION RECOVERY (1985)
 QC0238
 QC0238'RECOVERY NOTE BY US POWER SQUADRON 1985 (JWL)
 QC0238'MARK NOT FOUND.
 QC0238
 QC0238                          STATION RECOVERY (1985)
 QC0238
 QC0238'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (JWL)
 QC0238'MARK NOT FOUND.
 QC0238
 QC0238                          STATION RECOVERY (1987)
 QC0238
 QC0238'RECOVERY NOTE BY US POWER SQUADRON 1987 (RCC)
 QC0238'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0440 ***********************************************************************
 RC0440  DESIGNATION -  C 341
 RC0440  PID         -  RC0440
 RC0440  STATE/COUNTY-  OR/SHERMAN
 RC0440  USGS QUAD   -  KENT (1970)
 RC0440
 RC0440                         *CURRENT SURVEY CONTROL
 RC0440  ___________________________________________________________________
 RC0440* NAD 83(1986)-  45 09 40.     (N)    120 41 08.     (W)     SCALED    
 RC0440* NAVD 88     -       811.955  (meters)    2663.89   (feet)  ADJUSTED  
 RC0440  ___________________________________________________________________
 RC0440  GEOID HEIGHT-         -20.80  (meters)                     GEOID03
 RC0440  DYNAMIC HT  -         811.791 (meters)    2663.35  (feet)  COMP
 RC0440  MODELED GRAV-     980,388.1   (mgal)                       NAVD 88
 RC0440
 RC0440  VERT ORDER  -  FIRST     CLASS II
 RC0440
 RC0440.The horizontal coordinates were scaled from a topographic map and have
 RC0440.an estimated accuracy of +/- 6 seconds.
 RC0440
 RC0440.The orthometric height was determined by differential leveling
 RC0440.and adjusted in June 1991.
 RC0440.WARNING-Repeat measurements at this control monument indicate possible
 RC0440.vertical movement.
 RC0440
 RC0440.The geoid height was determined by GEOID03.
 RC0440
 RC0440.The dynamic height is computed by dividing the NAVD 88
 RC0440.geopotential number by the normal gravity value computed on the
 RC0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0440.degrees latitude (g = 980.6199 gals.).
 RC0440
 RC0440.The modeled gravity was interpolated from observed gravity values.
 RC0440
 RC0440;                    North         East    Units  Estimated Accuracy
 RC0440;SPC OR N     -   166,080.    2,485,410.      MT  (+/- 180 meters Scaled)
 RC0440
 RC0440                          SUPERSEDED SURVEY CONTROL
 RC0440
 RC0440  NGVD 29 (??/??/92)  810.897  (m)         2660.42   (f) ADJ UNCH    1 2
 RC0440
 RC0440.Superseded values are not recommended for survey control.
 RC0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0440.See file dsdata.txt to determine how the superseded data were derived.
 RC0440
 RC0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR819034(NAD 83)
 RC0440_MARKER: DB = BENCH MARK DISK
 RC0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC0440_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC0440_STAMPING: C 341 1937
 RC0440_MARK LOGO: CGS   
 RC0440_PROJECTION: PROJECTING 45 CENTIMETERS
 RC0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0440+STABILITY: SURFACE MOTION
 RC0440
 RC0440  HISTORY     - Date     Condition        Report By
 RC0440  HISTORY     - 1937     MONUMENTED       CGS
 RC0440  HISTORY     - 1970     GOOD             USGS
 RC0440  HISTORY     - 1987     GOOD             NGS
 RC0440
 RC0440                          STATION DESCRIPTION
 RC0440
 RC0440'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 RC0440'2.4 MI SE FROM KENT.
 RC0440'KENT POST OFFICE GO WEST FOR 0.25 MILES TO INTERSTATE HIGHWAY 97,
 RC0440'THENCE 90 SOUTH FOR 2.3 MILES TO DRIVEWAY EAST TO KENNETH SATHER RANCH
 RC0440'A WHITE HOUSE EAST OF HIGHWAY.  BM IS 645 FEET SOUTHEAST OF HIGHWAY
 RC0440'AND DRIVEWAY, 260 FEET NORTHWEST OF DISMANTELED RAILROAD GRADE AND
 RC0440'FENCELINE EAST WEST, 425 FEET NORTHEAST OF HIGHWAY AND FENCELINE LAST,
 RC0440'48 FEET SOUTHWEST OF DISMANTLED RAILROAD GRADE BM IS STANDARD DISK
 RC0440'STAMPED C 341 1937 SET IN TOP OF A SQUARE CONCRETE POST.
 RC0440
 RC0440                          STATION RECOVERY (1987)
 RC0440
 RC0440'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RC0440'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.27 KM
 RC0440'(0.15 MI) WEST ALONG A ROAD FROM THE POST OFFICE IN KENT, THENCE 3.7
 RC0440'KM (2.30 MI) SOUTH ALONG US HIGHWAY 97, THENCE 0.2 KM (0.10 MI)
 RC0440'SOUTHEAST ALONG AN OLD RAILROAD BED, 90.5 M (296.9 FT) EAST OF THE
 RC0440'HIGHWAY CENTERLINE, 76.2 M (250.0 FT) EAST OF A FENCE, 14.63 M
 RC0440'(48.0 FT) SOUTHWEST OF THE CENTER OF THE OLD RAILROAD BED.
 RC0440'THE MARK IS 0.18 METERS  SW FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0124 ***********************************************************************
 OA0124  DESIGNATION -  C 342
 OA0124  PID         -  OA0124
 OA0124  STATE/COUNTY-  OR/CURRY
 OA0124  USGS QUAD   -  AGNESS (1989)
 OA0124
 OA0124                         *CURRENT SURVEY CONTROL
 OA0124  ___________________________________________________________________
 OA0124* NAD 83(1986)-  42 33 02.     (N)    124 03 43.     (W)     SCALED    
 OA0124* NAVD 88     -        56.277  (meters)     184.64   (feet)  ADJUSTED  
 OA0124  ___________________________________________________________________
 OA0124  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 OA0124  DYNAMIC HT  -          56.261 (meters)     184.58  (feet)  COMP
 OA0124  MODELED GRAV-     980,342.2   (mgal)                       NAVD 88
 OA0124
 OA0124  VERT ORDER  -  SECOND    CLASS 0
 OA0124
 OA0124.The horizontal coordinates were scaled from a topographic map and have
 OA0124.an estimated accuracy of +/- 6 seconds.
 OA0124
 OA0124.The orthometric height was determined by differential leveling
 OA0124.and adjusted in June 1991.
 OA0124
 OA0124.The geoid height was determined by GEOID03.
 OA0124
 OA0124.The dynamic height is computed by dividing the NAVD 88
 OA0124.geopotential number by the normal gravity value computed on the
 OA0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0124.degrees latitude (g = 980.6199 gals.).
 OA0124
 OA0124.The modeled gravity was interpolated from observed gravity values.
 OA0124
 OA0124;                    North         East    Units  Estimated Accuracy
 OA0124;SPC OR S     -   104,410.    1,207,550.      MT  (+/- 180 meters Scaled)
 OA0124
 OA0124                          SUPERSEDED SURVEY CONTROL
 OA0124
 OA0124  NGVD 29 (??/??/92)   55.193  (m)          181.08   (f) ADJ UNCH    2 0
 OA0124
 OA0124.Superseded values are not recommended for survey control.
 OA0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0124.See file dsdata.txt to determine how the superseded data were derived.
 OA0124
 OA0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN128114(NAD 83)
 OA0124_MARKER: DB = BENCH MARK DISK
 OA0124_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OA0124_SP_SET: CABLE BASE
 OA0124_STAMPING: C 342 1942
 OA0124_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OA0124
 OA0124  HISTORY     - Date     Condition        Report By
 OA0124  HISTORY     - 1942     MONUMENTED       CGS
 OA0124  HISTORY     - 1964     GOOD             NGS
 OA0124  HISTORY     - 19861201 MARK NOT FOUND   USGS
 OA0124  HISTORY     - 20020619 MARK NOT FOUND   USPSQD
 OA0124
 OA0124                          STATION DESCRIPTION
 OA0124
 OA0124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 OA0124'0.7 MI SE FROM AGNESS.
 OA0124'0.7 MILE SOUTHEAST OF THE AGNESS POST OFFICE ALONG A ROAD LEADING TO
 OA0124'THE ILLINOIS RIVER TRAIL, 110 FEET NORTHWEST OF THE CENTER OF A
 OA0124'CROSSROAD, 40 FEET SOUTHEAST OF THE SOUTHEAST END OF THE BRIDGE OVER
 OA0124'THE ROGUE RIVER, 9 FEET SOUTHWEST OF THE CENTER OF THE ROAD, 1 FOOT
 OA0124'NORTHEAST OF A METAL WITNESS POST AND 2 FEET ABOVE THE LEVEL OF THE
 OA0124'ROAD CEMENTED IN A DRILL HOLE IN THE NORTHEAST CORNER OF THE CABLE
 OA0124'BASE.
 OA0124
 OA0124                          STATION RECOVERY (1986)
 OA0124
 OA0124'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (TAM)
 OA0124'MARK NOT FOUND.
 OA0124
 OA0124                          STATION RECOVERY (2002)
 OA0124
 OA0124'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 OA0124'BRIDGE OVER ROGUE RIVER HAS BEEN REMOVED. NEW BRIDGE UPRIVER NEAR
 OA0124'ILLAHE. HIGHWAY REALIGNED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0657 ***********************************************************************
 NZ0657  DESIGNATION -  C 343
 NZ0657  PID         -  NZ0657
 NZ0657  STATE/COUNTY-  OR/JOSEPHINE
 NZ0657  USGS QUAD   -  SILVER PEAK (1989)
 NZ0657
 NZ0657                         *CURRENT SURVEY CONTROL
 NZ0657  ___________________________________________________________________
 NZ0657* NAD 83(1986)-  42 25 24.     (N)    123 53 21.     (W)     SCALED    
 NZ0657* NAVD 88     -       872.833  (meters)    2863.62   (feet)  ADJUSTED  
 NZ0657  ___________________________________________________________________
 NZ0657  GEOID HEIGHT-         -25.19  (meters)                     GEOID03
 NZ0657  DYNAMIC HT  -         872.435 (meters)    2862.31  (feet)  COMP
 NZ0657  MODELED GRAV-     980,136.0   (mgal)                       NAVD 88
 NZ0657
 NZ0657  VERT ORDER  -  SECOND    CLASS 0
 NZ0657
 NZ0657.The horizontal coordinates were scaled from a topographic map and have
 NZ0657.an estimated accuracy of +/- 6 seconds.
 NZ0657
 NZ0657.The orthometric height was determined by differential leveling
 NZ0657.and adjusted in June 1991.
 NZ0657
 NZ0657.The geoid height was determined by GEOID03.
 NZ0657
 NZ0657.The dynamic height is computed by dividing the NAVD 88
 NZ0657.geopotential number by the normal gravity value computed on the
 NZ0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0657.degrees latitude (g = 980.6199 gals.).
 NZ0657
 NZ0657.The modeled gravity was interpolated from observed gravity values.
 NZ0657
 NZ0657;                    North         East    Units  Estimated Accuracy
 NZ0657;SPC OR S     -    89,700.    1,221,160.      MT  (+/- 180 meters Scaled)
 NZ0657
 NZ0657                          SUPERSEDED SURVEY CONTROL
 NZ0657
 NZ0657  NGVD 29 (??/??/92)  871.798  (m)         2860.22   (f) ADJ UNCH    2 0
 NZ0657
 NZ0657.Superseded values are not recommended for survey control.
 NZ0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0657.See file dsdata.txt to determine how the superseded data were derived.
 NZ0657
 NZ0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM268971(NAD 83)
 NZ0657_MARKER: DB = BENCH MARK DISK
 NZ0657_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NZ0657_SP_SET: PINE TREE
 NZ0657_STAMPING: C 343 1942
 NZ0657_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0657
 NZ0657  HISTORY     - Date     Condition        Report By
 NZ0657  HISTORY     - 1942     MONUMENTED       CGS
 NZ0657
 NZ0657                          STATION DESCRIPTION
 NZ0657
 NZ0657'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NZ0657'21.6 MI SE FROM AGNESS.
 NZ0657'ALONG A ROAD AND THE ILLINOIS RIVER TRAIL, 735 FEET WEST OF A TRAIL
 NZ0657'SIGN, AGNESS 21 MILES.  BRIGGS CREEK 9 MILES.  5 FEET SOUTH OF CENTER
 NZ0657'LINE OF TRAIL.  ON THE WEST SIDE OF A TRIANGULAR-BLAZED 40-INCH PINE
 NZ0657'TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0151 ***********************************************************************
 OA0151  DESIGNATION -  C 346
 OA0151  PID         -  OA0151
 OA0151  STATE/COUNTY-  OR/COOS
 OA0151  USGS QUAD   -  CHINA FLAT (1986)
 OA0151
 OA0151                         *CURRENT SURVEY CONTROL
 OA0151  ___________________________________________________________________
 OA0151* NAD 83(1986)-  42 49 54.     (N)    124 01 48.     (W)     SCALED    
 OA0151* NAVD 88     -       116.977  (meters)     383.78   (feet)  ADJUSTED  
 OA0151  ___________________________________________________________________
 OA0151  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 OA0151  DYNAMIC HT  -         116.948 (meters)     383.69  (feet)  COMP
 OA0151  MODELED GRAV-     980,366.5   (mgal)                       NAVD 88
 OA0151
 OA0151  VERT ORDER  -  SECOND    CLASS 0
 OA0151
 OA0151.The horizontal coordinates were scaled from a topographic map and have
 OA0151.an estimated accuracy of +/- 6 seconds.
 OA0151
 OA0151.The orthometric height was determined by differential leveling
 OA0151.and adjusted in June 1991.
 OA0151
 OA0151.The geoid height was determined by GEOID03.
 OA0151
 OA0151.The dynamic height is computed by dividing the NAVD 88
 OA0151.geopotential number by the normal gravity value computed on the
 OA0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0151.degrees latitude (g = 980.6199 gals.).
 OA0151
 OA0151.The modeled gravity was interpolated from observed gravity values.
 OA0151
 OA0151;                    North         East    Units  Estimated Accuracy
 OA0151;SPC OR S     -   135,490.    1,211,490.      MT  (+/- 180 meters Scaled)
 OA0151
 OA0151                          SUPERSEDED SURVEY CONTROL
 OA0151
 OA0151  NGVD 29 (??/??/92)  115.868  (m)          380.14   (f) ADJ UNCH    2 0
 OA0151
 OA0151.Superseded values are not recommended for survey control.
 OA0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0151.See file dsdata.txt to determine how the superseded data were derived.
 OA0151
 OA0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN158426(NAD 83)
 OA0151_MARKER: DB = BENCH MARK DISK
 OA0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OA0151_STAMPING: C 346 1942
 OA0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0151+STABILITY: SURFACE MOTION
 OA0151
 OA0151  HISTORY     - Date     Condition        Report By
 OA0151  HISTORY     - 1942     MONUMENTED       CGS
 OA0151  HISTORY     - 1964     MARK NOT FOUND   NGS
 OA0151  HISTORY     - 1982     MARK NOT FOUND   USGS
 OA0151
 OA0151                          STATION DESCRIPTION
 OA0151
 OA0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OA0151'4.7 MI S FROM POWERS.
 OA0151'ALONG THE AGNESS HIGHWAY FROM THE POWERS PUBLIC SCHOOL, 0.15 MILE
 OA0151'SOUTHEAST OF THE NORTH BOUNDRY OF THE SISKIYOU NATIONAL FOREST, JUST
 OA0151'NORTH OF A CURVE TO THE EAST, AND 36 FEET WEST OF THE CENTER LINE OF
 OA0151'ROAD.  WITNESS POST SET.
 OA0151
 OA0151                          STATION RECOVERY (1964)
 OA0151
 OA0151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 OA0151'MARK NOT FOUND.
 OA0151
 OA0151                          STATION RECOVERY (1982)
 OA0151
 OA0151'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 OA0151'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0621 ***********************************************************************
 NZ0621  DESIGNATION -  C 349
 NZ0621  PID         -  NZ0621
 NZ0621  STATE/COUNTY-  OR/JOSEPHINE
 NZ0621  USGS QUAD   -  CAVE JUNCTION (1989)
 NZ0621
 NZ0621                         *CURRENT SURVEY CONTROL
 NZ0621  ___________________________________________________________________
 NZ0621* NAD 83(1986)-  42 13 54.     (N)    123 39 13.     (W)     SCALED    
 NZ0621* NAVD 88     -       409.586  (meters)    1343.78   (feet)  ADJUSTED  
 NZ0621  ___________________________________________________________________
 NZ0621  GEOID HEIGHT-         -25.06  (meters)                     GEOID03
 NZ0621  DYNAMIC HT  -         409.426 (meters)    1343.26  (feet)  COMP
 NZ0621  MODELED GRAV-     980,217.5   (mgal)                       NAVD 88
 NZ0621
 NZ0621  VERT ORDER  -  SECOND    CLASS 0
 NZ0621
 NZ0621.The horizontal coordinates were scaled from a topographic map and have
 NZ0621.an estimated accuracy of +/- 6 seconds.
 NZ0621
 NZ0621.The orthometric height was determined by differential leveling
 NZ0621.and adjusted in June 1991.
 NZ0621
 NZ0621.The geoid height was determined by GEOID03.
 NZ0621
 NZ0621.The dynamic height is computed by dividing the NAVD 88
 NZ0621.geopotential number by the normal gravity value computed on the
 NZ0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0621.degrees latitude (g = 980.6199 gals.).
 NZ0621
 NZ0621.The modeled gravity was interpolated from observed gravity values.
 NZ0621
 NZ0621;                    North         East    Units  Estimated Accuracy
 NZ0621;SPC OR S     -    67,670.    1,239,730.      MT  (+/- 180 meters Scaled)
 NZ0621
 NZ0621                          SUPERSEDED SURVEY CONTROL
 NZ0621
 NZ0621  NGVD 29 (??/??/92)  408.608  (m)         1340.57   (f) ADJ UNCH    2 0
 NZ0621
 NZ0621.Superseded values are not recommended for survey control.
 NZ0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0621.See file dsdata.txt to determine how the superseded data were derived.
 NZ0621
 NZ0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM460757(NAD 83)
 NZ0621_MARKER: DB = BENCH MARK DISK
 NZ0621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ0621_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NZ0621_STAMPING: C 349 1942
 NZ0621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0621+STABILITY: SURFACE MOTION
 NZ0621_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NZ0621+SATELLITE: SATELLITE OBSERVATIONS - December 24, 2005
 NZ0621
 NZ0621  HISTORY     - Date     Condition        Report By
 NZ0621  HISTORY     - 1942     MONUMENTED       CGS
 NZ0621  HISTORY     - 1964     GOOD             NGS
 NZ0621  HISTORY     - 1980     MARK NOT FOUND   LOCSUR
 NZ0621  HISTORY     - 20051224 GOOD             GEOCAC
 NZ0621
 NZ0621                          STATION DESCRIPTION
 NZ0621
 NZ0621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 NZ0621'3.2 MI NW FROM KERBY.
 NZ0621'2.4 MILES NORTHEAST ALONG U.S. HIGHWAY 199 FROM THE KERBY POST OFFICE
 NZ0621'TO THE EIGHT DOLLAR ROAD, WEST ON THE EIGHT DOLLAR ROAD FOR 0.8 MILE
 NZ0621'TO THE MARK ON THE LEFT, 0.2 MILE EAST OF A SIGN, ENTERING SISKIYOU
 NZ0621'NATIONAL FOREST, 500 FEET NORTHWEST OF A HOUSE, 70 FEET WEST OF THE
 NZ0621'CENTER OF A DRIVEWAY, 41 FEET EAST OF MILE POST NO. 1, 25 FEET WEST OF
 NZ0621'A SMALL CANAL THAT FLOWS UNDER THE ROAD, 15 FEET SOUTH OF THE CENTER
 NZ0621'OF THE ROAD AND 0.5 FOOT EAST OF A METAL WITNESS POST.  THE MONUMENT
 NZ0621'PROJECTS 5 INCHES.
 NZ0621
 NZ0621                          STATION RECOVERY (1980)
 NZ0621
 NZ0621'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 NZ0621'MARK NOT FOUND.
 NZ0621
 NZ0621                          STATION RECOVERY (2005)
 NZ0621
 NZ0621'RECOVERY NOTE BY GEOCACHING 2005
 NZ0621'MARKED WELL AND FOUND EASILY ALONG 8 DOLLAR ROAD. DON'T KNOW WHY IT
 NZ0621'WAS LISTED AS NOT FOUND, MARKER SEEMS NEW.
 NZ0621'PHOTO LOCATED ON GEOCACHING.COM WEBSITE FOR VERIFICATION IF YOU WANT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0176 ***********************************************************************
 QC0176  DESIGNATION -  C 35
 QC0176  PID         -  QC0176
 QC0176  STATE/COUNTY-  OR/GRANT
 QC0176  USGS QUAD   -  BATES (1996)
 QC0176
 QC0176                         *CURRENT SURVEY CONTROL
 QC0176  ___________________________________________________________________
 QC0176* NAD 83(1986)-  44 31 31.     (N)    118 36 42.     (W)     SCALED    
 QC0176* NAVD 88     -      1479.449  (meters)    4853.83   (feet)  ADJUSTED  
 QC0176  ___________________________________________________________________
 QC0176  GEOID HEIGHT-         -17.53  (meters)                     GEOID03
 QC0176  DYNAMIC HT  -        1478.803 (meters)    4851.71  (feet)  COMP
 QC0176  MODELED GRAV-     980,128.8   (mgal)                       NAVD 88
 QC0176
 QC0176  VERT ORDER  -  FIRST     CLASS II
 QC0176
 QC0176.The horizontal coordinates were scaled from a topographic map and have
 QC0176.an estimated accuracy of +/- 6 seconds.
 QC0176
 QC0176.The orthometric height was determined by differential leveling
 QC0176.and adjusted in June 1991.
 QC0176
 QC0176.The geoid height was determined by GEOID03.
 QC0176
 QC0176.The dynamic height is computed by dividing the NAVD 88
 QC0176.geopotential number by the normal gravity value computed on the
 QC0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0176.degrees latitude (g = 980.6199 gals.).
 QC0176
 QC0176.The modeled gravity was interpolated from observed gravity values.
 QC0176
 QC0176;                    North         East    Units  Estimated Accuracy
 QC0176;SPC OR N     -    97,170.    2,650,090.      MT  (+/- 180 meters Scaled)
 QC0176
 QC0176                          SUPERSEDED SURVEY CONTROL
 QC0176
 QC0176  NGVD 29 (??/??/92) 1478.192  (m)         4849.70   (f) ADJ UNCH    1 2
 QC0176
 QC0176.Superseded values are not recommended for survey control.
 QC0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0176.See file dsdata.txt to determine how the superseded data were derived.
 QC0176
 QC0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK719314(NAD 83)
 QC0176_MARKER: DB = BENCH MARK DISK
 QC0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QC0176_STAMPING: 4850.056 C 35 1930
 QC0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0176+STABILITY: SURFACE MOTION
 QC0176
 QC0176  HISTORY     - Date     Condition        Report By
 QC0176  HISTORY     - 1930     MONUMENTED       CGS
 QC0176  HISTORY     - 1963     GOOD             NGS
 QC0176
 QC0176                          STATION DESCRIPTION
 QC0176
 QC0176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 QC0176'7.2 MI NE FROM PRARIE CITY.
 QC0176'REACHED FROM THE PRARIE CITY POST OFFICE BY GOING NORTHEAST ON U.S.
 QC0176'HIGHWAY 26 FOR 4.3 MILES TO A FORK (HIGHWAY STOCKPILE BETWEEN THE
 QC0176'FORKS), TAKE THE RIGHT FORK, WHICH IS THE OLD HIGHWAY AND GO
 QC0176'NORTHEASTERLY FOR 4.4 MILES TO THE BENCH MARK ON THE LEFT AT A POINT
 QC0176'WHERE THE HIGHLINE CROSSES THE ROAD, 80 FEET SOUTH OF THE WEST END OF
 QC0176'A CULVERT UNDER THE ROAD, 22 FEET WEST OF THE CENTER OF THE ROAD, 1
 QC0176'FOOT WEST OF A METAL WITNESS POST AND ABOUT 4 FEET ABOVE THE LEVEL OF
 QC0176'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0322 ***********************************************************************
 NY0322  DESIGNATION -  C 350
 NY0322  PID         -  NY0322
 NY0322  STATE/COUNTY-  OR/KLAMATH
 NY0322  USGS QUAD   -  YONNA (1988)
 NY0322
 NY0322                         *CURRENT SURVEY CONTROL
 NY0322  ___________________________________________________________________
 NY0322* NAD 83(1986)-  42 18 38.     (N)    121 29 44.     (W)     SCALED    
 NY0322* NAVD 88     -      1285.218  (meters)    4216.59   (feet)  ADJUSTED  
 NY0322  ___________________________________________________________________
 NY0322  GEOID HEIGHT-         -22.16  (meters)                     GEOID03
 NY0322  DYNAMIC HT  -        1284.458 (meters)    4214.09  (feet)  COMP
 NY0322  MODELED GRAV-     979,985.5   (mgal)                       NAVD 88
 NY0322
 NY0322  VERT ORDER  -  SECOND    CLASS 0
 NY0322
 NY0322.The horizontal coordinates were scaled from a topographic map and have
 NY0322.an estimated accuracy of +/- 6 seconds.
 NY0322
 NY0322.The orthometric height was determined by differential leveling
 NY0322.and adjusted in June 1991.
 NY0322
 NY0322.The geoid height was determined by GEOID03.
 NY0322
 NY0322.The dynamic height is computed by dividing the NAVD 88
 NY0322.geopotential number by the normal gravity value computed on the
 NY0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0322.degrees latitude (g = 980.6199 gals.).
 NY0322
 NY0322.The modeled gravity was interpolated from observed gravity values.
 NY0322
 NY0322;                    North         East    Units  Estimated Accuracy
 NY0322;SPC OR S     -    72,010.    1,417,920.      MT  (+/- 180 meters Scaled)
 NY0322
 NY0322                          SUPERSEDED SURVEY CONTROL
 NY0322
 NY0322  NGVD 29 (??/??/92) 1284.118  (m)         4212.98   (f) ADJ UNCH    2 0
 NY0322
 NY0322.Superseded values are not recommended for survey control.
 NY0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0322.See file dsdata.txt to determine how the superseded data were derived.
 NY0322
 NY0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM239853(NAD 83)
 NY0322_MARKER: DB = BENCH MARK DISK
 NY0322_SETTING: 66 = SET IN ROCK OUTCROP
 NY0322_SP_SET: OUTCROP
 NY0322_STAMPING: C 350 1943
 NY0322_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NY0322+STABILITY: POSITION/ELEVATION WELL
 NY0322
 NY0322  HISTORY     - Date     Condition        Report By
 NY0322  HISTORY     - 1943     MONUMENTED       CGS
 NY0322
 NY0322                          STATION DESCRIPTION
 NY0322
 NY0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 NY0322'5.9 MI NE FROM DAIRY.
 NY0322'THIS MARK IS ABOUT 1.1 MILE EAST ALONG STATE HIGHWAY 66 AND 4.8 MILES
 NY0322'NORTH ALONG THE OLD ROAD TO SPRAGUE RIVER FROM THE POST OFFICE AT
 NY0322'DAIRY, KLAMATH COUNTY, SET IN THE TOP OF A ROCK OUTCROP, 136.0 FEET
 NY0322'SOUTH OF A EAST-WEST FENCE, 38.0 FEET EAST OF THE CENTER LINE OF THE
 NY0322'ROAD, 7.0 FEET EAST OF A NORTH-SOUTH FENCE, NEAR A ROCK CAIRN.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0639 ***********************************************************************
 NZ0639  DESIGNATION -  C 351
 NZ0639  PID         -  NZ0639
 NZ0639  STATE/COUNTY-  OR/JOSEPHINE
 NZ0639  USGS QUAD   -  PEARSOLL PEAK (1989)
 NZ0639
 NZ0639                         *CURRENT SURVEY CONTROL
 NZ0639  ___________________________________________________________________
 NZ0639* NAD 83(1986)-  42 19 51.     (N)    123 46 38.     (W)     SCALED    
 NZ0639* NAVD 88     -       455.969  (meters)    1495.96   (feet)  ADJUSTED  
 NZ0639  ___________________________________________________________________
 NZ0639  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 NZ0639  DYNAMIC HT  -         455.806 (meters)    1495.42  (feet)  COMP
 NZ0639  MODELED GRAV-     980,249.5   (mgal)                       NAVD 88
 NZ0639
 NZ0639  VERT ORDER  -  SECOND    CLASS 0
 NZ0639
 NZ0639.The horizontal coordinates were scaled from a topographic map and have
 NZ0639.an estimated accuracy of +/- 6 seconds.
 NZ0639
 NZ0639.The orthometric height was determined by differential leveling
 NZ0639.and adjusted in June 1991.
 NZ0639
 NZ0639.The geoid height was determined by GEOID03.
 NZ0639
 NZ0639.The dynamic height is computed by dividing the NAVD 88
 NZ0639.geopotential number by the normal gravity value computed on the
 NZ0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0639.degrees latitude (g = 980.6199 gals.).
 NZ0639
 NZ0639.The modeled gravity was interpolated from observed gravity values.
 NZ0639
 NZ0639;                    North         East    Units  Estimated Accuracy
 NZ0639;SPC OR S     -    79,060.    1,229,960.      MT  (+/- 180 meters Scaled)
 NZ0639
 NZ0639                          SUPERSEDED SURVEY CONTROL
 NZ0639
 NZ0639  NGVD 29 (??/??/92)  454.992  (m)         1492.75   (f) ADJ UNCH    2 0
 NZ0639
 NZ0639.Superseded values are not recommended for survey control.
 NZ0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0639.See file dsdata.txt to determine how the superseded data were derived.
 NZ0639
 NZ0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM359868(NAD 83)
 NZ0639_MARKER: DB = BENCH MARK DISK
 NZ0639_SETTING: 80 = SET IN A BOULDER
 NZ0639_SP_SET: BOULDER
 NZ0639_STAMPING: C 351 1942
 NZ0639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0639+STABILITY: SURFACE MOTION
 NZ0639
 NZ0639  HISTORY     - Date     Condition        Report By
 NZ0639  HISTORY     - 1942     MONUMENTED       CGS
 NZ0639  HISTORY     - 1964     MARK NOT FOUND   NGS
 NZ0639  HISTORY     - 19860817 MARK NOT FOUND   USGS
 NZ0639
 NZ0639                          STATION DESCRIPTION
 NZ0639
 NZ0639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 NZ0639'13.8 MI NW FROM SELMA.
 NZ0639'IT WAS TO HAVE BEEN ABOUT 13.8 MILES NORTHWEST ALONG THE ILLINOIS
 NZ0639'RIVER ROAD FROM SELMA, ABOUT 300 FEET SOUTHWEST OF A FORESTRY SERVICE
 NZ0639'SECTION LINE SIGN, ABOUT 18 FEET SOUTHWEST OF THE CENTER OF THE ROAD
 NZ0639'AND ABOUT 3 FEET BELOW ROAD LEVEL, USBM PAINTED ON A LARGE BOULDER
 NZ0639'NEARBY.  NOTE-- A WOODS ROAD HAS BEEN BUILT AT THIS MILEAGE AND THE
 NZ0639'SHOULDER HAS BEEN WIDENED.
 NZ0639
 NZ0639                          STATION RECOVERY (1986)
 NZ0639
 NZ0639'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (TAM)
 NZ0639'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0500 ***********************************************************************
 NY0500  DESIGNATION -  C 352
 NY0500  PID         -  NY0500
 NY0500  STATE/COUNTY-  OR/KLAMATH
 NY0500  USGS QUAD   -  CHILOQUIN (1988)
 NY0500
 NY0500                         *CURRENT SURVEY CONTROL
 NY0500  ___________________________________________________________________
 NY0500* NAD 83(1986)-  42 34 35.     (N)    121 51 49.     (W)     SCALED    
 NY0500* NAVD 88     -      1279.495  (meters)    4197.81   (feet)  ADJUSTED  
 NY0500  ___________________________________________________________________
 NY0500  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 NY0500  DYNAMIC HT  -        1278.757 (meters)    4195.39  (feet)  COMP
 NY0500  MODELED GRAV-     980,000.3   (mgal)                       NAVD 88
 NY0500
 NY0500  VERT ORDER  -  FIRST     CLASS II
 NY0500
 NY0500.The horizontal coordinates were scaled from a topographic map and have
 NY0500.an estimated accuracy of +/- 6 seconds.
 NY0500
 NY0500.The orthometric height was determined by differential leveling
 NY0500.and adjusted in June 1991.
 NY0500.WARNING-Repeat measurements at this control monument indicate possible
 NY0500.vertical movement.
 NY0500
 NY0500.The geoid height was determined by GEOID03.
 NY0500
 NY0500.The dynamic height is computed by dividing the NAVD 88
 NY0500.geopotential number by the normal gravity value computed on the
 NY0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0500.degrees latitude (g = 980.6199 gals.).
 NY0500
 NY0500.The modeled gravity was interpolated from observed gravity values.
 NY0500
 NY0500;                    North         East    Units  Estimated Accuracy
 NY0500;SPC OR S     -   101,970.    1,388,060.      MT  (+/- 180 meters Scaled)
 NY0500
 NY0500                          SUPERSEDED SURVEY CONTROL
 NY0500
 NY0500  NGVD 29 (??/??/92) 1278.357  (m)         4194.08   (f) ADJ UNCH    1 2
 NY0500
 NY0500.Superseded values are not recommended for survey control.
 NY0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0500.See file dsdata.txt to determine how the superseded data were derived.
 NY0500
 NY0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN932144(NAD 83)
 NY0500_MARKER: DB = BENCH MARK DISK
 NY0500_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NY0500_SP_SET: ABUTMENT
 NY0500_STAMPING: C 352 1943
 NY0500_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NY0500
 NY0500  HISTORY     - Date     Condition        Report By
 NY0500  HISTORY     - 1943     MONUMENTED       CGS
 NY0500  HISTORY     - 1954     GOOD             NGS
 NY0500  HISTORY     - 19880701 MARK NOT FOUND   NGS
 NY0500
 NY0500                          STATION DESCRIPTION
 NY0500
 NY0500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NY0500'IN CHILOQUIN.
 NY0500'AT CHILOQUIN, ON MAIN STREET, JUST SOUTH OF THE TELEPHONE COMPANY
 NY0500'BUILDING, AT A BRICK BUILDING (FORMER CROSSCUT CAFE), SET VERTICALLY
 NY0500'IN THE NORTHWEST BRICK WALL, 1.1 FEET SOUTHWEST OF THE NORTH CORNER,
 NY0500'AND 3.7 FEET ABOVE THE SIDEWALK.
 NY0500
 NY0500                          STATION RECOVERY (1988)
 NY0500
 NY0500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 NY0500'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0810 ***********************************************************************
 NZ0810  DESIGNATION -  C 353
 NZ0810  PID         -  NZ0810
 NZ0810  STATE/COUNTY-  OR/JOSEPHINE
 NZ0810  USGS QUAD   -  KELSEY PEAK (1989)
 NZ0810
 NZ0810                         *CURRENT SURVEY CONTROL
 NZ0810  ___________________________________________________________________
 NZ0810* NAD 83(1986)-  42 43 31.     (N)    123 50 51.     (W)     SCALED    
 NZ0810* NAVD 88     -       465.299  (meters)    1526.57   (feet)  ADJUSTED  
 NZ0810  ___________________________________________________________________
 NZ0810  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 NZ0810  DYNAMIC HT  -         465.147 (meters)    1526.07  (feet)  COMP
 NZ0810  MODELED GRAV-     980,280.4   (mgal)                       NAVD 88
 NZ0810
 NZ0810  VERT ORDER  -  SECOND    CLASS 0
 NZ0810
 NZ0810.The horizontal coordinates were scaled from a topographic map and have
 NZ0810.an estimated accuracy of +/- 6 seconds.
 NZ0810
 NZ0810.The orthometric height was determined by differential leveling
 NZ0810.and adjusted in June 1991.
 NZ0810
 NZ0810.The geoid height was determined by GEOID03.
 NZ0810
 NZ0810.The dynamic height is computed by dividing the NAVD 88
 NZ0810.geopotential number by the normal gravity value computed on the
 NZ0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0810.degrees latitude (g = 980.6199 gals.).
 NZ0810
 NZ0810.The modeled gravity was interpolated from observed gravity values.
 NZ0810
 NZ0810;                    North         East    Units  Estimated Accuracy
 NZ0810;SPC OR S     -   123,070.    1,225,920.      MT  (+/- 180 meters Scaled)
 NZ0810
 NZ0810                          SUPERSEDED SURVEY CONTROL
 NZ0810
 NZ0810  NGVD 29 (??/??/92)  464.226  (m)         1523.05   (f) ADJ UNCH    2 0
 NZ0810
 NZ0810.Superseded values are not recommended for survey control.
 NZ0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0810.See file dsdata.txt to determine how the superseded data were derived.
 NZ0810
 NZ0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN306306(NAD 83)
 NZ0810_MARKER: DB = BENCH MARK DISK
 NZ0810_SETTING: 80 = SET IN A BOULDER
 NZ0810_SP_SET: BOULDER
 NZ0810_STAMPING: C 353 1942
 NZ0810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0810+STABILITY: SURFACE MOTION
 NZ0810
 NZ0810  HISTORY     - Date     Condition        Report By
 NZ0810  HISTORY     - 1942     MONUMENTED       CGS
 NZ0810  HISTORY     - 1964     GOOD             NGS
 NZ0810
 NZ0810                          STATION DESCRIPTION
 NZ0810
 NZ0810'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 NZ0810'2.5 MI NE FROM MARIAL.
 NZ0810'2.5 MILES NORTHEAST OF MARIAL ALONG THE GALICE-MARIAL ROAD, 0.3 MILE
 NZ0810'SOUTHWEST OF MILE POST NO. 39, 350 FEET EAST OF A CULVERT, 28 FEET
 NZ0810'NORTHEAST OF THE CENTER OF THE ROAD, 9 FEET NORTHEAST OF THE NORTHEAST
 NZ0810'END OF A CULVERT, 2 FEET NORTH OF A METAL WITNESS POST AND 5 FEET
 NZ0810'ABOVE THE LEVEL OF THE ROAD IN A 3 BY 5 FOOT BOULDER THAT PROJECTS 3
 NZ0810'FEET ON THE SOUTHWEST SIDE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0693 ***********************************************************************
 RD0693  DESIGNATION -  C 354
 RD0693  PID         -  RD0693
 RD0693  STATE/COUNTY-  OR/WASHINGTON
 RD0693  USGS QUAD   -  TIMBER (1979)
 RD0693
 RD0693                         *CURRENT SURVEY CONTROL
 RD0693  ___________________________________________________________________
 RD0693* NAD 83(1986)-  45 40 56.     (N)    123 17 20.     (W)     SCALED    
 RD0693* NAVD 88     -       181.316  (meters)     594.87   (feet)  ADJUSTED  
 RD0693  ___________________________________________________________________
 RD0693  GEOID HEIGHT-         -21.21  (meters)                     GEOID03
 RD0693  DYNAMIC HT  -         181.323 (meters)     594.89  (feet)  COMP
 RD0693  MODELED GRAV-     980,650.5   (mgal)                       NAVD 88
 RD0693
 RD0693  VERT ORDER  -  SECOND    CLASS 0
 RD0693
 RD0693.The horizontal coordinates were scaled from a topographic map and have
 RD0693.an estimated accuracy of +/- 6 seconds.
 RD0693
 RD0693.The orthometric height was determined by differential leveling
 RD0693.and adjusted in June 1991.
 RD0693
 RD0693.The geoid height was determined by GEOID03.
 RD0693
 RD0693.The dynamic height is computed by dividing the NAVD 88
 RD0693.geopotential number by the normal gravity value computed on the
 RD0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0693.degrees latitude (g = 980.6199 gals.).
 RD0693
 RD0693.The modeled gravity was interpolated from observed gravity values.
 RD0693
 RD0693;                    North         East    Units  Estimated Accuracy
 RD0693;SPC OR N     -   227,730.    2,282,790.      MT  (+/- 180 meters Scaled)
 RD0693
 RD0693                          SUPERSEDED SURVEY CONTROL
 RD0693
 RD0693  NGVD 29 (??/??/92)  180.231  (m)          591.31   (f) ADJ UNCH    2 0
 RD0693
 RD0693.Superseded values are not recommended for survey control.
 RD0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0693.See file dsdata.txt to determine how the superseded data were derived.
 RD0693
 RD0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR775587(NAD 83)
 RD0693_MARKER: DB = BENCH MARK DISK
 RD0693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0693_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0693_STAMPING: C 354 1942
 RD0693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0693+STABILITY: SURFACE MOTION
 RD0693
 RD0693  HISTORY     - Date     Condition        Report By
 RD0693  HISTORY     - 1942     MONUMENTED       CGS
 RD0693  HISTORY     - 1962     GOOD             NGS
 RD0693  HISTORY     - 1989     GOOD             USPSQD
 RD0693
 RD0693                          STATION DESCRIPTION
 RD0693
 RD0693'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RD0693'3.5 MI N FROM GLENWOOD.
 RD0693'REACHED FROM THE POST OFFICE AT GLENWOOD GO WEST ON STATE HIGHWAY 8
 RD0693'FOR 0.4 MILE TO THE JUNCTION WITH THE HIGHWAY TO TIMBER, TURN RIGHT,
 RD0693'GO NORTH FOR 3.1 MILES, LOCATED ON THE INSIDE OF A CURVE, 20 FEET EAST
 RD0693'OF THE CENTER LINE OF THE HIGHWAY, 35 FEET NORTHEAST OF THE CENTER
 RD0693'LINE OF THE HIGHWAY AND A GRADED ROAD GOING TO THE WEST, ABOUT 140
 RD0693'YARDS NORTH OF G. SCHMIDLIN MAIL BOX, AND 1 FOOT NORTH OF A METAL
 RD0693'WITNESS POST.  A STANDARD DISK SET IN TOP OF A CONCRETE POST THAT IS
 RD0693'PROJECTING ABOUT 0.5 FOOT ABOVE GROUND AND ABOUT THE SAME ELEVATION AS
 RD0693'THE CENTER LINE OF THE HIGHWAY.  THIS IS 3.5 MILES SOUTH OF THE POST
 RD0693'OFFICE AT TIMBER.
 RD0693
 RD0693                          STATION RECOVERY (1989)
 RD0693
 RD0693'RECOVERY NOTE BY US POWER SQUADRON 1989 (WCC)
 RD0693'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1234 ***********************************************************************
 QD1234  DESIGNATION -  C 355
 QD1234  PID         -  QD1234
 QD1234  STATE/COUNTY-  OR/MARION
 QD1234  USGS QUAD   -  BREITENBUSH HOT SPRI (1997)
 QD1234
 QD1234                         *CURRENT SURVEY CONTROL
 QD1234  ___________________________________________________________________
 QD1234* NAD 83(1986)-  44 47 52.     (N)    121 54 02.     (W)     SCALED    
 QD1234* NAVD 88     -       829.596  (meters)    2721.77   (feet)  ADJUSTED  
 QD1234  ___________________________________________________________________
 QD1234  GEOID HEIGHT-         -21.23  (meters)                     GEOID03
 QD1234  DYNAMIC HT  -         829.351 (meters)    2720.96  (feet)  COMP
 QD1234  MODELED GRAV-     980,294.9   (mgal)                       NAVD 88
 QD1234
 QD1234  VERT ORDER  -  SECOND    CLASS 0
 QD1234
 QD1234.The horizontal coordinates were scaled from a topographic map and have
 QD1234.an estimated accuracy of +/- 6 seconds.
 QD1234
 QD1234.The orthometric height was determined by differential leveling
 QD1234.and adjusted in June 1991.
 QD1234
 QD1234.The geoid height was determined by GEOID03.
 QD1234
 QD1234.The dynamic height is computed by dividing the NAVD 88
 QD1234.geopotential number by the normal gravity value computed on the
 QD1234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1234.degrees latitude (g = 980.6199 gals.).
 QD1234
 QD1234.The modeled gravity was interpolated from observed gravity values.
 QD1234
 QD1234;                    North         East    Units  Estimated Accuracy
 QD1234;SPC OR N     -   126,650.    2,389,200.      MT  (+/- 180 meters Scaled)
 QD1234
 QD1234                          SUPERSEDED SURVEY CONTROL
 QD1234
 QD1234  NGVD 29 (??/??/92)  828.442  (m)         2717.98   (f) ADJ UNCH    2 0
 QD1234
 QD1234.Superseded values are not recommended for survey control.
 QD1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1234.See file dsdata.txt to determine how the superseded data were derived.
 QD1234
 QD1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ869610(NAD 83)
 QD1234_MARKER: DB = BENCH MARK DISK
 QD1234_SETTING: 80 = SET IN A BOULDER
 QD1234_SP_SET: BOULDER
 QD1234_STAMPING: C 355 1942
 QD1234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD1234+STABILITY: SURFACE MOTION
 QD1234
 QD1234  HISTORY     - Date     Condition        Report By
 QD1234  HISTORY     - 1942     MONUMENTED       CGS
 QD1234  HISTORY     - 1961     MARK NOT FOUND   NGS
 QD1234  HISTORY     - 19950929 MARK NOT FOUND   NGS
 QD1234
 QD1234                          STATION DESCRIPTION
 QD1234
 QD1234'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QD1234'3.9 MI NE FROM BREITENBUSH HOT SPRINGS.
 QD1234'ALONG THE BREITENBUSH ROAD, 0.3 MILE SOUTHWEST OF ROAD 16-MILE POST,
 QD1234'18 FEET SOUTH OF CENTER LINE OF ROAD.
 QD1234
 QD1234                          STATION RECOVERY (1961)
 QD1234
 QD1234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 QD1234'MARK NOT FOUND.
 QD1234
 QD1234                          STATION RECOVERY (1995)
 QD1234
 QD1234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (LLR)
 QD1234'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0268 ***********************************************************************
 NY0268  DESIGNATION -  C 357
 NY0268  PID         -  NY0268
 NY0268  STATE/COUNTY-  OR/KLAMATH
 NY0268  USGS QUAD   -  YONNA (1988)
 NY0268
 NY0268                         *CURRENT SURVEY CONTROL
 NY0268  ___________________________________________________________________
 NY0268* NAD 83(1986)-  42 18 24.     (N)    121 25 19.     (W)     SCALED    
 NY0268* NAVD 88     -      1358.851  (meters)    4458.16   (feet)  ADJUSTED  
 NY0268  ___________________________________________________________________
 NY0268  GEOID HEIGHT-         -22.05  (meters)                     GEOID03
 NY0268  DYNAMIC HT  -        1358.036 (meters)    4455.49  (feet)  COMP
 NY0268  MODELED GRAV-     979,973.9   (mgal)                       NAVD 88
 NY0268
 NY0268  VERT ORDER  -  FIRST     CLASS II
 NY0268
 NY0268.The horizontal coordinates were scaled from a topographic map and have
 NY0268.an estimated accuracy of +/- 6 seconds.
 NY0268
 NY0268.The orthometric height was determined by differential leveling
 NY0268.and adjusted in June 1991.
 NY0268
 NY0268.The geoid height was determined by GEOID03.
 NY0268
 NY0268.The dynamic height is computed by dividing the NAVD 88
 NY0268.geopotential number by the normal gravity value computed on the
 NY0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0268.degrees latitude (g = 980.6199 gals.).
 NY0268
 NY0268.The modeled gravity was interpolated from observed gravity values.
 NY0268
 NY0268;                    North         East    Units  Estimated Accuracy
 NY0268;SPC OR S     -    71,510.    1,423,990.      MT  (+/- 180 meters Scaled)
 NY0268
 NY0268                          SUPERSEDED SURVEY CONTROL
 NY0268
 NY0268  NGVD 29 (??/??/92) 1357.751  (m)         4454.55   (f) ADJ UNCH    1 2
 NY0268
 NY0268.Superseded values are not recommended for survey control.
 NY0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0268.See file dsdata.txt to determine how the superseded data were derived.
 NY0268
 NY0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM300850(NAD 83)
 NY0268_MARKER: DB = BENCH MARK DISK
 NY0268_SETTING: 80 = SET IN A BOULDER
 NY0268_SP_SET: BOULDER
 NY0268_STAMPING: C 357 1942
 NY0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0268+STABILITY: SURFACE MOTION
 NY0268
 NY0268  HISTORY     - Date     Condition        Report By
 NY0268  HISTORY     - 1942     MONUMENTED       CGS
 NY0268  HISTORY     - 1969     GOOD             NGS
 NY0268
 NY0268                          STATION DESCRIPTION
 NY0268
 NY0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NY0268'7.6 MI NE FROM DAIRY.
 NY0268'ALONG STATE HIGHWAY NO. 66.  40 FEET EAST OF CENTER LINE OF ROAD AND 4
 NY0268'FEET ABOVE ROAD LEVEL.  WITNESS POST SET.
 NY0268
 NY0268                          STATION RECOVERY (1969)
 NY0268
 NY0268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 NY0268'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0500 ***********************************************************************
 PB0500  DESIGNATION -  C 358
 PB0500  PID         -  PB0500
 PB0500  STATE/COUNTY-  OR/DESCHUTES
 PB0500  USGS QUAD   -  DAVIS MOUNTAIN (1981)
 PB0500
 PB0500                         *CURRENT SURVEY CONTROL
 PB0500  ___________________________________________________________________
 PB0500* NAD 83(1986)-  43 44 23.     (N)    121 49 52.     (W)     SCALED    
 PB0500* NAVD 88     -      1373.046  (meters)    4504.74   (feet)  ADJUSTED  
 PB0500  ___________________________________________________________________
 PB0500  GEOID HEIGHT-         -21.08  (meters)                     GEOID03
 PB0500  DYNAMIC HT  -        1372.390 (meters)    4502.58  (feet)  COMP
 PB0500  MODELED GRAV-     980,093.3   (mgal)                       NAVD 88
 PB0500
 PB0500  VERT ORDER  -  SECOND    CLASS 0
 PB0500
 PB0500.The horizontal coordinates were scaled from a topographic map and have
 PB0500.an estimated accuracy of +/- 6 seconds.
 PB0500
 PB0500.The orthometric height was determined by differential leveling
 PB0500.and adjusted in June 1991.
 PB0500
 PB0500.The geoid height was determined by GEOID03.
 PB0500
 PB0500.The dynamic height is computed by dividing the NAVD 88
 PB0500.geopotential number by the normal gravity value computed on the
 PB0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0500.degrees latitude (g = 980.6199 gals.).
 PB0500
 PB0500.The modeled gravity was interpolated from observed gravity values.
 PB0500
 PB0500;                    North         East    Units  Estimated Accuracy
 PB0500;SPC OR S     -   231,140.    1,392,780.      MT  (+/- 180 meters Scaled)
 PB0500
 PB0500                          SUPERSEDED SURVEY CONTROL
 PB0500
 PB0500  NGVD 29 (??/??/92) 1371.791  (m)         4500.62   (f) ADJ UNCH    2 0
 PB0500
 PB0500.Superseded values are not recommended for survey control.
 PB0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0500.See file dsdata.txt to determine how the superseded data were derived.
 PB0500
 PB0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP941436(NAD 83)
 PB0500_MARKER: DB = BENCH MARK DISK
 PB0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0500_STAMPING: C 358 1942
 PB0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0500+STABILITY: SURFACE MOTION
 PB0500
 PB0500  HISTORY     - Date     Condition        Report By
 PB0500  HISTORY     - 1942     MONUMENTED       CGS
 PB0500
 PB0500                          STATION DESCRIPTION
 PB0500
 PB0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PB0500'18.9 MI N FROM ODELL LAKE LODGE.
 PB0500'ALONG ELK LAKE ROAD, 18.2 MILES NORTH OF OREGON STATE HIGHWAY 58. 12.1
 PB0500'MILES NORTH OF DAVIS LAKE RANGER STATION.  30 FEET WEST OF CENTER LINE
 PB0500'OF ROAD.  WITNESS POST SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1235 ***********************************************************************
 QD1235  DESIGNATION -  C 359
 QD1235  PID         -  QD1235
 QD1235  STATE/COUNTY-  OR/DESCHUTES
 QD1235  USGS QUAD   -  BROKEN TOP (1988)
 QD1235
 QD1235                         *CURRENT SURVEY CONTROL
 QD1235  ___________________________________________________________________
 QD1235* NAD 83(1986)-  44 02 18.     (N)    121 40 25.     (W)     SCALED    
 QD1235* NAVD 88     -      2043.698  (meters)    6705.03   (feet)  ADJUSTED  
 QD1235  ___________________________________________________________________
 QD1235  GEOID HEIGHT-         -20.32  (meters)                     GEOID03
 QD1235  DYNAMIC HT  -        2042.587 (meters)    6701.39  (feet)  COMP
 QD1235  MODELED GRAV-     980,000.2   (mgal)                       NAVD 88
 QD1235
 QD1235  VERT ORDER  -  SECOND    CLASS 0
 QD1235
 QD1235.The horizontal coordinates were scaled from a topographic map and have
 QD1235.an estimated accuracy of +/- 6 seconds.
 QD1235
 QD1235.The orthometric height was determined by differential leveling
 QD1235.and adjusted in June 1991.
 QD1235
 QD1235.The geoid height was determined by GEOID03.
 QD1235
 QD1235.The dynamic height is computed by dividing the NAVD 88
 QD1235.geopotential number by the normal gravity value computed on the
 QD1235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1235.degrees latitude (g = 980.6199 gals.).
 QD1235
 QD1235.The modeled gravity was interpolated from observed gravity values.
 QD1235
 QD1235;                    North         East    Units  Estimated Accuracy
 QD1235;SPC OR S     -   264,120.    1,405,930.      MT  (+/- 180 meters Scaled)
 QD1235
 QD1235                          SUPERSEDED SURVEY CONTROL
 QD1235
 QD1235  NGVD 29 (??/??/92) 2042.344  (m)         6700.59   (f) ADJ UNCH    2 0
 QD1235
 QD1235.Superseded values are not recommended for survey control.
 QD1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1235.See file dsdata.txt to determine how the superseded data were derived.
 QD1235
 QD1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP062769(NAD 83)
 QD1235_MARKER: DB = BENCH MARK DISK
 QD1235_SETTING: 80 = SET IN A BOULDER
 QD1235_SP_SET: BOULDER
 QD1235_STAMPING: C 359 1942
 QD1235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD1235+STABILITY: SURFACE MOTION
 QD1235
 QD1235  HISTORY     - Date     Condition        Report By
 QD1235  HISTORY     - 1942     MONUMENTED       CGS
 QD1235
 QD1235                          STATION DESCRIPTION
 QD1235
 QD1235'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QD1235'27.9 MI S FROM SISTERS.
 QD1235'ALONG ELK LAKE ROAD, 2.3 MILES NORTH OF CENTURY DRIVE JUNCTION.  300
 QD1235'FEET SOUTH OF HORSESHOE BEND IN ROAD ON S CURVE, 20 FEET EAST OF
 QD1235'CENTER LINE OF ROAD, 1 FOOT BELOW ROAD LEVEL IN BOULDER.  WITNESS POST
 QD1235'SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0045 ***********************************************************************
 QE0045  DESIGNATION -  C 360
 QE0045  PID         -  QE0045
 QE0045  STATE/COUNTY-  OR/MARION
 QE0045  USGS QUAD   -  DETROIT (1994)
 QE0045
 QE0045                         *CURRENT SURVEY CONTROL
 QE0045  ___________________________________________________________________
 QE0045* NAD 83(1986)-  44 44 57.     (N)    122 08 07.     (W)     SCALED    
 QE0045* NAVD 88     -       478.945  (meters)    1571.34   (feet)  ADJUSTED  
 QE0045  ___________________________________________________________________
 QE0045  GEOID HEIGHT-         -21.81  (meters)                     GEOID03
 QE0045  DYNAMIC HT  -         478.849 (meters)    1571.02  (feet)  COMP
 QE0045  MODELED GRAV-     980,403.4   (mgal)                       NAVD 88
 QE0045
 QE0045  VERT ORDER  -  SECOND    CLASS 0
 QE0045
 QE0045.The horizontal coordinates were scaled from a topographic map and have
 QE0045.an estimated accuracy of +/- 6 seconds.
 QE0045
 QE0045.The orthometric height was determined by differential leveling
 QE0045.and adjusted in June 1991.
 QE0045
 QE0045.The geoid height was determined by GEOID03.
 QE0045
 QE0045.The dynamic height is computed by dividing the NAVD 88
 QE0045.geopotential number by the normal gravity value computed on the
 QE0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0045.degrees latitude (g = 980.6199 gals.).
 QE0045
 QE0045.The modeled gravity was interpolated from observed gravity values.
 QE0045
 QE0045;                    North         East    Units  Estimated Accuracy
 QE0045;SPC OR N     -   121,600.    2,370,520.      MT  (+/- 180 meters Scaled)
 QE0045
 QE0045                          SUPERSEDED SURVEY CONTROL
 QE0045
 QE0045  NGVD 29 (??/??/92)  477.855  (m)         1567.76   (f) ADJ UNCH    2 0
 QE0045
 QE0045.Superseded values are not recommended for survey control.
 QE0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0045.See file dsdata.txt to determine how the superseded data were derived.
 QE0045
 QE0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ684554(NAD 83)
 QE0045_MARKER: DD = SURVEY DISK
 QE0045_SETTING: 80 = SET IN A BOULDER
 QE0045_SP_SET: BOULDER
 QE0045_STAMPING: C 360 1942
 QE0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0045+STABILITY: SURFACE MOTION
 QE0045
 QE0045  HISTORY     - Date     Condition        Report By
 QE0045  HISTORY     - 1942     MONUMENTED       USGS
 QE0045  HISTORY     - 1942     GOOD             NGS
 QE0045  HISTORY     - 1982     MARK NOT FOUND   USGS
 QE0045  HISTORY     - 19950927 MARK NOT FOUND   NGS
 QE0045
 QE0045                          STATION DESCRIPTION
 QE0045
 QE0045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 QE0045'2.6 MI NE FROM DETROIT.
 QE0045'ALONG THE BREITENBUSH ROAD, ABOUT 100 YARDS NORTHWEST OF ROAD, ALONG A
 QE0045'TRAIL LEADING TO THE USGS GAGING STATION HOUSE, 4 FEET SOUTH OF GAGING
 QE0045'STATION HOUSE.
 QE0045
 QE0045                          STATION RECOVERY (1982)
 QE0045
 QE0045'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 QE0045'MARK NOT FOUND.
 QE0045
 QE0045                          STATION RECOVERY (1995)
 QE0045
 QE0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (LLR)
 QE0045'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0528 ***********************************************************************
 PC0528  DESIGNATION -  C 361
 PC0528  PID         -  PC0528
 PC0528  STATE/COUNTY-  OR/DOUGLAS
 PC0528  USGS QUAD   -  MOUNT GURNEY (1990)
 PC0528
 PC0528                         *CURRENT SURVEY CONTROL
 PC0528  ___________________________________________________________________
 PC0528* NAD 83(1986)-  43 12 38.     (N)    123 43 01.     (W)     SCALED    
 PC0528* NAVD 88     -       866.009  (meters)    2841.23   (feet)  POSTED    
 PC0528  ___________________________________________________________________
 PC0528  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 PC0528  DYNAMIC HT  -         865.720 (meters)    2840.28  (feet)  COMP
 PC0528  MODELED GRAV-     980,258.5   (mgal)                       NAVD 88
 PC0528
 PC0528  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 PC0528
 PC0528.The horizontal coordinates were scaled from a topographic map and have
 PC0528.an estimated accuracy of +/- 6 seconds.
 PC0528
 PC0528.The orthometric height was determined by differential leveling
 PC0528.and adjusted by the  in 1992.
 PC0528.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 PC0528.was located on a no-check spur therefore a value was not computed.
 PC0528.No vertical observational check was made to the station.
 PC0528
 PC0528.The geoid height was determined by GEOID03.
 PC0528
 PC0528.The dynamic height is computed by dividing the NAVD 88
 PC0528.geopotential number by the normal gravity value computed on the
 PC0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0528.degrees latitude (g = 980.6199 gals.).
 PC0528
 PC0528.The modeled gravity was interpolated from observed gravity values.
 PC0528
 PC0528;                    North         East    Units  Estimated Accuracy
 PC0528;SPC OR S     -   176,520.    1,238,680.      MT  (+/- 180 meters Scaled)
 PC0528
 PC0528                          SUPERSEDED SURVEY CONTROL
 PC0528
 PC0528  NGVD 29 (??/??/92)  864.914  (m)         2837.64   (f) ADJ UNCH    2 0
 PC0528
 PC0528.Superseded values are not recommended for survey control.
 PC0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0528.See file dsdata.txt to determine how the superseded data were derived.
 PC0528
 PC0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN417844(NAD 83)
 PC0528_MARKER: DB = BENCH MARK DISK
 PC0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PC0528_STAMPING: C 361 1942
 PC0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0528+STABILITY: SURFACE MOTION
 PC0528
 PC0528  HISTORY     - Date     Condition        Report By
 PC0528  HISTORY     - 1942     MONUMENTED       CGS
 PC0528  HISTORY     - 1974     GOOD             NGS
 PC0528
 PC0528                          STATION DESCRIPTION
 PC0528
 PC0528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 PC0528'16.0 MI NW FROM TENMILE.
 PC0528'REACHED FROM THE TENMILE POST OFFICE GO NORTHEAST ON STATE HIGHWAY 42
 PC0528'FOR 0.15 MILE TO A SIDE ROAD LEFT, TURN LEFT, AND GO NORTHWEST ON THE
 PC0528'TENMILE-RESTON ROAD FOR 4.6 MILES TO THE RESTON JUNCTION.  CONTINUE
 PC0528'NORTHWEST ON THE TENMILE-TIOGA ROAD FOR 1.5 MILES TO A FORK, AND SIGN,
 PC0528'BURNT MOUNTAIN ACCESS ROAD, TURN RIGHT AS PER SIGN, AND GO NORTHERLY
 PC0528'ON THE RESTON-TIOGA ROAD FOR 7.5 MILES TO THE JUNCTION WITH BURNT
 PC0528'MOUNTAIN ROAD, AT A FORK, TAKE THE RIGHT FORK, UPGRADE, ON THE
 PC0528'RESTON-TIOGA ROAD FOR 1.0 MILE TO THE BENCH MARK ON THE RIGHT, 0.35
 PC0528'MILE SOUTH-SOUTHEAST OF THE JUNCTION WITH ELK WALLOW ROAD, 0.15 MILE
 PC0528'NORTH OF THE ROAD WEST TO UPPER DEAD HORSE ROAD, 26 FEET NORTHEAST OF
 PC0528'THE CENTER OF THE ROAD, 1 FOOT SOUTHEAST OF A METAL WITNESS POST, AND
 PC0528'1 FOOT HIGHER THAN THE ROAD, SET IN A 10-INCH SQUARE CONCRETE MONUMENT
 PC0528'THAT PROJECTS 4-INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0183 ***********************************************************************
 PC0183  DESIGNATION -  C 362
 PC0183  PID         -  PC0183
 PC0183  STATE/COUNTY-  OR/LANE
 PC0183  USGS QUAD   -  LOWELL (1986)
 PC0183
 PC0183                         *CURRENT SURVEY CONTROL
 PC0183  ___________________________________________________________________
 PC0183* NAD 83(1986)-  43 55 18.     (N)    122 49 47.     (W)     SCALED    
 PC0183* NAVD 88     -       198.490  (meters)     651.21   (feet)  ADJUSTED  
 PC0183  ___________________________________________________________________
 PC0183  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 PC0183  DYNAMIC HT  -         198.449 (meters)     651.08  (feet)  COMP
 PC0183  MODELED GRAV-     980,409.5   (mgal)                       NAVD 88
 PC0183
 PC0183  VERT ORDER  -  SECOND    CLASS 0
 PC0183
 PC0183.The horizontal coordinates were scaled from a topographic map and have
 PC0183.an estimated accuracy of +/- 6 seconds.
 PC0183
 PC0183.The orthometric height was determined by differential leveling
 PC0183.and adjusted in June 1991.
 PC0183
 PC0183.The geoid height was determined by GEOID03.
 PC0183
 PC0183.The dynamic height is computed by dividing the NAVD 88
 PC0183.geopotential number by the normal gravity value computed on the
 PC0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0183.degrees latitude (g = 980.6199 gals.).
 PC0183
 PC0183.The modeled gravity was interpolated from observed gravity values.
 PC0183
 PC0183;                    North         East    Units  Estimated Accuracy
 PC0183;SPC OR S     -   253,100.    1,312,920.      MT  (+/- 180 meters Scaled)
 PC0183
 PC0183                          SUPERSEDED SURVEY CONTROL
 PC0183
 PC0183  NGVD 29 (??/??/92)  197.381  (m)          647.57   (f) ADJ UNCH    2 0
 PC0183
 PC0183.Superseded values are not recommended for survey control.
 PC0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0183.See file dsdata.txt to determine how the superseded data were derived.
 PC0183
 PC0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP136631(NAD 83)
 PC0183_MARKER: DB = BENCH MARK DISK
 PC0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PC0183_STAMPING: C 362 1942
 PC0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0183+STABILITY: SURFACE MOTION
 PC0183
 PC0183  HISTORY     - Date     Condition        Report By
 PC0183  HISTORY     - 1942     MONUMENTED       CGS
 PC0183  HISTORY     - 1981     GOOD             LOCSUR
 PC0183  HISTORY     - 1990     GOOD             USPSQD
 PC0183
 PC0183                          STATION DESCRIPTION
 PC0183
 PC0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PC0183'10.8 MI SE FROM GOSHEN.
 PC0183'10.8 MILES SOUTHEAST OF THE POST OFFICE.  ALONG STATE HIGHWAY 58, 35
 PC0183'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 65 FEET NORTH OF A FRUIT
 PC0183'STAND, 20 FEET NORTHWEST OF A MAIL BOX BEARING THE NAME E. OLSEN AND
 PC0183'LOCATED BETWEEN TWIN OAK TREES ON A FENCE LINE.  WITNESS POST SET.
 PC0183
 PC0183                          STATION RECOVERY (1981)
 PC0183
 PC0183'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 PC0183'285 FEET WESTERLY ALONG DEXTER ROAD FROM DRIVEWAY TO ADDRESS 38642
 PC0183'AND 30 FEET NORTH OF ROAD IS A BRASS CAP.
 PC0183
 PC0183                          STATION RECOVERY (1990)
 PC0183
 PC0183'RECOVERY NOTE BY US POWER SQUADRON 1990 (SM)
 PC0183'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0218 ***********************************************************************
 PC0218  DESIGNATION -  C 364
 PC0218  PID         -  PC0218
 PC0218  STATE/COUNTY-  OR/LANE
 PC0218  USGS QUAD   -  WESTFIR WEST (1997)
 PC0218
 PC0218                         *CURRENT SURVEY CONTROL
 PC0218  ___________________________________________________________________
 PC0218* NAD 83(1986)-  43 47 16.     (N)    122 32 43.     (W)     SCALED    
 PC0218* NAVD 88     -       302.733  (meters)     993.22   (feet)  ADJUSTED  
 PC0218  ___________________________________________________________________
 PC0218  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 PC0218  DYNAMIC HT  -         302.656 (meters)     992.96  (feet)  COMP
 PC0218  MODELED GRAV-     980,358.7   (mgal)                       NAVD 88
 PC0218
 PC0218  VERT ORDER  -  SECOND    CLASS 0
 PC0218
 PC0218.The horizontal coordinates were scaled from a topographic map and have
 PC0218.an estimated accuracy of +/- 6 seconds.
 PC0218
 PC0218.The orthometric height was determined by differential leveling
 PC0218.and adjusted in June 1991.
 PC0218
 PC0218.The geoid height was determined by GEOID03.
 PC0218
 PC0218.The dynamic height is computed by dividing the NAVD 88
 PC0218.geopotential number by the normal gravity value computed on the
 PC0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0218.degrees latitude (g = 980.6199 gals.).
 PC0218
 PC0218.The modeled gravity was interpolated from observed gravity values.
 PC0218
 PC0218;                    North         East    Units  Estimated Accuracy
 PC0218;SPC OR S     -   237,630.    1,335,400.      MT  (+/- 180 meters Scaled)
 PC0218
 PC0218                          SUPERSEDED SURVEY CONTROL
 PC0218
 PC0218  NGVD 29 (??/??/92)  301.621  (m)          989.57   (f) ADJ UNCH    2 0
 PC0218
 PC0218.Superseded values are not recommended for survey control.
 PC0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0218.See file dsdata.txt to determine how the superseded data were derived.
 PC0218
 PC0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP365484(NAD 83)
 PC0218_MARKER: DD = SURVEY DISK
 PC0218_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PC0218_SP_SET: CULVERT
 PC0218_STAMPING: C 364 1942
 PC0218_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PC0218
 PC0218  HISTORY     - Date     Condition        Report By
 PC0218  HISTORY     - 1942     MONUMENTED       ORDT
 PC0218  HISTORY     - 1942     GOOD             NGS
 PC0218  HISTORY     - 1983     GOOD             USFS
 PC0218  HISTORY     - 1990     GOOD             USPSQD
 PC0218
 PC0218                          STATION DESCRIPTION
 PC0218
 PC0218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 PC0218'6.8 MI NW FROM OAKRIDGE.
 PC0218'6.8 MILES NORTHWEST OF THE POST OFFICE ALONG STATE HIGHWAY 58, 15 FEET
 PC0218'NORTH OF THE CENTER LINE OF THE HIGHWAY ON THE INSIDE OF A LONG CURVE,
 PC0218'IN THE NORTHEAST END OF THE DELL CREEK CULVERT HEADWALL. WITNESS POST
 PC0218'SET.
 PC0218
 PC0218                          STATION RECOVERY (1983)
 PC0218
 PC0218'RECOVERY NOTE BY US FOREST SERVICE 1983
 PC0218'IN THE EASTERLY END OF THE DOWN STREAM HEADWALL OF DELL CR. CULVERT,
 PC0218'190' SOUTH SOUTHEAST OF CONCRETE POSTS BLOCKING THE OLD HIGHWAY BY
 PC0218'U.S.F.S. SHADY DELL CAMP GROUND EXIT. HIGHWAY RECLOCATION HAS MADE
 PC0218'PORTION OF HIGHWAY 58 WHERE BM WAS SET NOW ONLY A CAMP GROUND ACCESS.
 PC0218
 PC0218                          STATION RECOVERY (1990)
 PC0218
 PC0218'RECOVERY NOTE BY US POWER SQUADRON 1990 (SM)
 PC0218'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0556 ***********************************************************************
 PC0556  DESIGNATION -  C 365
 PC0556  PID         -  PC0556
 PC0556  STATE/COUNTY-  OR/COOS
 PC0556  USGS QUAD   -  GOLDEN FALLS (1990)
 PC0556
 PC0556                         *CURRENT SURVEY CONTROL
 PC0556  ___________________________________________________________________
 PC0556* NAD 83(1986)-  43 25 54.     (N)    123 56 38.     (W)     SCALED    
 PC0556* NAVD 88     -        58.267  (meters)     191.16   (feet)  ADJUSTED  
 PC0556  ___________________________________________________________________
 PC0556  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 PC0556  DYNAMIC HT  -          58.258 (meters)     191.13  (feet)  COMP
 PC0556  MODELED GRAV-     980,473.8   (mgal)                       NAVD 88
 PC0556
 PC0556  VERT ORDER  -  SECOND    CLASS 0
 PC0556
 PC0556.The horizontal coordinates were scaled from a topographic map and have
 PC0556.an estimated accuracy of +/- 6 seconds.
 PC0556
 PC0556.The orthometric height was determined by differential leveling
 PC0556.and adjusted in June 1991.
 PC0556
 PC0556.The geoid height was determined by GEOID03.
 PC0556
 PC0556.The dynamic height is computed by dividing the NAVD 88
 PC0556.geopotential number by the normal gravity value computed on the
 PC0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0556.degrees latitude (g = 980.6199 gals.).
 PC0556
 PC0556.The modeled gravity was interpolated from observed gravity values.
 PC0556
 PC0556;                    North         East    Units  Estimated Accuracy
 PC0556;SPC OR S     -   201,790.    1,221,260.      MT  (+/- 180 meters Scaled)
 PC0556
 PC0556                          SUPERSEDED SURVEY CONTROL
 PC0556
 PC0556  NGVD 29 (??/??/92)   57.175  (m)          187.58   (f) ADJ UNCH    2 0
 PC0556
 PC0556.Superseded values are not recommended for survey control.
 PC0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0556.See file dsdata.txt to determine how the superseded data were derived.
 PC0556
 PC0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP236091(NAD 83)
 PC0556_MARKER: DB = BENCH MARK DISK
 PC0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0556_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PC0556_STAMPING: C 365 1942
 PC0556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0556+STABILITY: SURFACE MOTION
 PC0556
 PC0556  HISTORY     - Date     Condition        Report By
 PC0556  HISTORY     - 1942     MONUMENTED       CGS
 PC0556
 PC0556                          STATION DESCRIPTION
 PC0556
 PC0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PC0556'10.4 MI NE FROM ALLEGANY.
 PC0556'ALONG EAST FORK MILLICOMA RIVER ROAD, 2.7 MILES SOUTH OF JUNCTION WITH
 PC0556'LOON LAKE ROAD, 0.2 MILE NORTH OF RANCH HOUSE, AT THE SOUTH END OF A
 PC0556'CURVE, 25 FEET WEST OF CENTER LINE OF ROAD, WITNESS POST SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1205 ***********************************************************************
 QD1205  DESIGNATION -  C 365 RESET
 QD1205  PID         -  QD1205
 QD1205  STATE/COUNTY-  OR/CLACKAMAS
 QD1205  USGS QUAD   -  PINHEAD BUTTES (1997)
 QD1205
 QD1205                         *CURRENT SURVEY CONTROL
 QD1205  ___________________________________________________________________
 QD1205* NAD 83(1986)-  44 56 00.     (N)    121 48 42.     (W)     SCALED    
 QD1205* NAVD 88     -      1331.55   (meters)    4368.6    (feet)  RESET     
 QD1205  ___________________________________________________________________
 QD1205  GEOID HEIGHT-         -21.12  (meters)                     GEOID03
 QD1205  VERT ORDER  -  THIRD
 QD1205
 QD1205.The horizontal coordinates were scaled from a topographic map and have
 QD1205.an estimated accuracy of +/- 6 seconds.
 QD1205
 QD1205.The orthometric height was computed from unverified reset data.
 QD1205
 QD1205.The geoid height was determined by GEOID03.
 QD1205
 QD1205;                    North         East    Units  Estimated Accuracy
 QD1205;SPC OR N     -   141,590.    2,396,470.      MT  (+/- 180 meters Scaled)
 QD1205
 QD1205                          SUPERSEDED SURVEY CONTROL
 QD1205
 QD1205.No superseded survey control is available for this station.
 QD1205
 QD1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ937762(NAD 83)
 QD1205_MARKER: DB = BENCH MARK DISK
 QD1205_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QD1205_SP_SET: MONUMENT
 QD1205_STAMPING: C 365 RESET 1968
 QD1205_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD1205
 QD1205  HISTORY     - Date     Condition        Report By
 QD1205  HISTORY     - 1968     MONUMENTED       CGS
 QD1205
 QD1205                          STATION DESCRIPTION
 QD1205
 QD1205'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 QD1205'9.8 MI N FROM OLALLIE LAKE GUARD STATION.
 QD1205'13.7 MILES SOUTH ALONG SKYLINE ROAD FROM THE CLACKAMAS LAKE GUARD
 QD1205'STATION, 9.8 MILES NORTH ALONG SKYLINE ROAD FROM THE OLALLIE LAKE
 QD1205'GUARD STATION, 2.3 MILES SOUTH OF THE WASCO-CLACKAMAS COUNTY LINE, 0.5
 QD1205'MILE SOUTH OF MILE POST NO. 24, 66 FEET EAST OF THE CENTER OF THE
 QD1205'ROAD, 1 FOOT SOUTH OF A METAL WITNESS POST AND 6 FEET ABOVE THE ROAD
 QD1205'SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0712 ***********************************************************************
 QD0712  DESIGNATION -  C 366
 QD0712  PID         -  QD0712
 QD0712  STATE/COUNTY-  OR/JEFFERSON
 QD0712  USGS QUAD   -  OPAL CITY (1992)
 QD0712
 QD0712                         *CURRENT SURVEY CONTROL
 QD0712  ___________________________________________________________________
 QD0712* NAD 83(1986)-  44 24 31.     (N)    121 12 36.     (W)     SCALED    
 QD0712* NAVD 88     -       853.609  (meters)    2800.55   (feet)  ADJUSTED  
 QD0712  ___________________________________________________________________
 QD0712  GEOID HEIGHT-         -21.19  (meters)                     GEOID03
 QD0712  DYNAMIC HT  -         853.354 (meters)    2799.71  (feet)  COMP
 QD0712  MODELED GRAV-     980,291.3   (mgal)                       NAVD 88
 QD0712
 QD0712  VERT ORDER  -  SECOND    CLASS 0
 QD0712
 QD0712.The horizontal coordinates were scaled from a topographic map and have
 QD0712.an estimated accuracy of +/- 6 seconds.
 QD0712
 QD0712.The orthometric height was determined by differential leveling
 QD0712.and adjusted in June 1991.
 QD0712
 QD0712.The geoid height was determined by GEOID03.
 QD0712
 QD0712.The dynamic height is computed by dividing the NAVD 88
 QD0712.geopotential number by the normal gravity value computed on the
 QD0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0712.degrees latitude (g = 980.6199 gals.).
 QD0712
 QD0712.The modeled gravity was interpolated from observed gravity values.
 QD0712
 QD0712;                    North         East    Units  Estimated Accuracy
 QD0712;SPC OR N     -    82,700.    2,443,450.      MT  (+/- 180 meters Scaled)
 QD0712
 QD0712                          SUPERSEDED SURVEY CONTROL
 QD0712
 QD0712  NGVD 29 (??/??/92)  852.522  (m)         2796.98   (f) ADJ UNCH    2 0
 QD0712
 QD0712.Superseded values are not recommended for survey control.
 QD0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0712.See file dsdata.txt to determine how the superseded data were derived.
 QD0712
 QD0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ425188(NAD 83)
 QD0712_MARKER: DB = BENCH MARK DISK
 QD0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD0712_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QD0712_STAMPING: C 366 1942
 QD0712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0712+STABILITY: SURFACE MOTION
 QD0712
 QD0712  HISTORY     - Date     Condition        Report By
 QD0712  HISTORY     - 1942     MONUMENTED       CGS
 QD0712
 QD0712                          STATION DESCRIPTION
 QD0712
 QD0712'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QD0712'2.7 MI S FROM OPAL CITY.
 QD0712'ALONG THE UNION PACIFIC RAILROAD FROM THE RAILROAD STATION, 45 FEET
 QD0712'EAST OF THE CENTERLINE OF THE RAILROAD, 30 FEET NORTHEAST OF A 36-INCH
 QD0712'STEEL RAILROAD CULVERT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0647 ***********************************************************************
 QD0647  DESIGNATION -  C 367
 QD0647  PID         -  QD0647
 QD0647  STATE/COUNTY-  OR/JEFFERSON
 QD0647  USGS QUAD   -  GATEWAY (1993)
 QD0647
 QD0647                         *CURRENT SURVEY CONTROL
 QD0647  ___________________________________________________________________
 QD0647* NAD 83(1986)-  44 48 01.     (N)    121 03 33.     (W)     SCALED    
 QD0647* NAVD 88     -       473.286  (meters)    1552.77   (feet)  ADJUSTED  
 QD0647  ___________________________________________________________________
 QD0647  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 QD0647  DYNAMIC HT  -         473.183 (meters)    1552.43  (feet)  COMP
 QD0647  MODELED GRAV-     980,388.0   (mgal)                       NAVD 88
 QD0647
 QD0647  VERT ORDER  -  SECOND    CLASS 0
 QD0647
 QD0647.The horizontal coordinates were scaled from a topographic map and have
 QD0647.an estimated accuracy of +/- 6 seconds.
 QD0647
 QD0647.The orthometric height was determined by differential leveling
 QD0647.and adjusted in June 1991.
 QD0647
 QD0647.The geoid height was determined by GEOID03.
 QD0647
 QD0647.The dynamic height is computed by dividing the NAVD 88
 QD0647.geopotential number by the normal gravity value computed on the
 QD0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0647.degrees latitude (g = 980.6199 gals.).
 QD0647
 QD0647.The modeled gravity was interpolated from observed gravity values.
 QD0647
 QD0647;                    North         East    Units  Estimated Accuracy
 QD0647;SPC OR N     -   126,120.    2,455,760.      MT  (+/- 180 meters Scaled)
 QD0647
 QD0647                          SUPERSEDED SURVEY CONTROL
 QD0647
 QD0647  NGVD 29 (??/??/92)  472.21   (m)         1549.2    (f) COMPUTED    2 0
 QD0647
 QD0647.Superseded values are not recommended for survey control.
 QD0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0647.See file dsdata.txt to determine how the superseded data were derived.
 QD0647
 QD0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ534625(NAD 83)
 QD0647_MARKER: DB = BENCH MARK DISK
 QD0647_SETTING: 66 = SET IN ROCK OUTCROP
 QD0647_SP_SET: ROCK LEDGE
 QD0647_STAMPING: C 367 1942
 QD0647_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QD0647+STABILITY: POSITION/ELEVATION WELL
 QD0647
 QD0647  HISTORY     - Date     Condition        Report By
 QD0647  HISTORY     - 1942     MONUMENTED       CGS
 QD0647  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 QD0647
 QD0647                          STATION DESCRIPTION
 QD0647
 QD0647'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QD0647'3.5 MI N FROM GATEWAY.
 QD0647'ALONG THE UNION PACIFIC RAILROAD FROM THE RAILROAD STATION, 600 FEET
 QD0647'NORTH OF A FARM AND 7 FEET EAST OF CENTER LINE OF THE RAILROAD.
 QD0647
 QD0647                          STATION RECOVERY (1985)
 QD0647
 QD0647'RECOVERY NOTE BY US POWER SQUADRON 1985
 QD0647'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0473 ***********************************************************************
 QD0473  DESIGNATION -  C 368
 QD0473  PID         -  QD0473
 QD0473  STATE/COUNTY-  OR/WASCO
 QD0473  USGS QUAD   -  HASTINGS PEAK (1987)
 QD0473
 QD0473                         *CURRENT SURVEY CONTROL
 QD0473  ___________________________________________________________________
 QD0473* NAD 83(1986)-  44 54 55.     (N)    120 33 10.     (W)     SCALED    
 QD0473* NAVD 88     -       813.102  (meters)    2667.65   (feet)  ADJUSTED  
 QD0473  ___________________________________________________________________
 QD0473  GEOID HEIGHT-         -20.45  (meters)                     GEOID03
 QD0473  DYNAMIC HT  -         812.918 (meters)    2667.05  (feet)  COMP
 QD0473  MODELED GRAV-     980,362.9   (mgal)                       NAVD 88
 QD0473
 QD0473  VERT ORDER  -  FIRST     CLASS II
 QD0473
 QD0473.The horizontal coordinates were scaled from a topographic map and have
 QD0473.an estimated accuracy of +/- 6 seconds.
 QD0473
 QD0473.The orthometric height was determined by differential leveling
 QD0473.and adjusted in June 1991.
 QD0473
 QD0473.The geoid height was determined by GEOID03.
 QD0473
 QD0473.The dynamic height is computed by dividing the NAVD 88
 QD0473.geopotential number by the normal gravity value computed on the
 QD0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0473.degrees latitude (g = 980.6199 gals.).
 QD0473
 QD0473.The modeled gravity was interpolated from observed gravity values.
 QD0473
 QD0473;                    North         East    Units  Estimated Accuracy
 QD0473;SPC OR N     -   138,750.    2,495,830.      MT  (+/- 180 meters Scaled)
 QD0473
 QD0473                          SUPERSEDED SURVEY CONTROL
 QD0473
 QD0473  NGVD 29 (??/??/92)  811.980  (m)         2663.97   (f) ADJ UNCH    1 2
 QD0473
 QD0473.Superseded values are not recommended for survey control.
 QD0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0473.See file dsdata.txt to determine how the superseded data were derived.
 QD0473
 QD0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ931764(NAD 83)
 QD0473_MARKER: DB = BENCH MARK DISK
 QD0473_SETTING: 66 = SET IN ROCK OUTCROP
 QD0473_SP_SET: ROCK OUTCROP
 QD0473_STAMPING: C 368 1942
 QD0473_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QD0473+STABILITY: POSITION/ELEVATION WELL
 QD0473
 QD0473  HISTORY     - Date     Condition        Report By
 QD0473  HISTORY     - 1942     MONUMENTED       CGS
 QD0473  HISTORY     - 1943     GOOD             NGS
 QD0473
 QD0473                          STATION DESCRIPTION
 QD0473
 QD0473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QD0473'4.4 MI W FROM CLARNO.
 QD0473'THIS MARK IS ABOUT 4.4 MILES WEST ALONG THE ANTELOPE-FOSSIL ROAD FROM
 QD0473'CLARNO, ABOUT 0.2 MILE WEST OF TWO UNPAINTED BUILDINGS SURROUNDED BY
 QD0473'TALL POPLAR TREES, SET IN THE TOP OF A ROCK OUTCROP ON THE OUTSIDE OF
 QD0473'A CURVE, 31.0 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0659 ***********************************************************************
 QB0659  DESIGNATION -  C 37
 QB0659  PID         -  QB0659
 QB0659  STATE/COUNTY-  OR/MALHEUR
 QB0659  USGS QUAD   -  HENRY GULCH (1988)
 QB0659
 QB0659                         *CURRENT SURVEY CONTROL
 QB0659  ___________________________________________________________________
 QB0659* NAD 83(1986)-  44 00 19.     (N)    117 14 42.     (W)     SCALED    
 QB0659* NAVD 88     -       686.330  (meters)    2251.73   (feet)  ADJUSTED  
 QB0659  ___________________________________________________________________
 QB0659  GEOID HEIGHT-         -17.96  (meters)                     GEOID03
 QB0659  DYNAMIC HT  -         686.115 (meters)    2251.03  (feet)  COMP
 QB0659  MODELED GRAV-     980,283.9   (mgal)                       NAVD 88
 QB0659
 QB0659  VERT ORDER  -  FIRST     CLASS II
 QB0659
 QB0659.The horizontal coordinates were scaled from a topographic map and have
 QB0659.an estimated accuracy of +/- 6 seconds.
 QB0659
 QB0659.The orthometric height was determined by differential leveling
 QB0659.and adjusted in June 1991.
 QB0659
 QB0659.The geoid height was determined by GEOID03.
 QB0659
 QB0659.The dynamic height is computed by dividing the NAVD 88
 QB0659.geopotential number by the normal gravity value computed on the
 QB0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0659.degrees latitude (g = 980.6199 gals.).
 QB0659
 QB0659.The modeled gravity was interpolated from observed gravity values.
 QB0659
 QB0659;                    North         East    Units  Estimated Accuracy
 QB0659;SPC OR S     -   264,860.    1,760,980.      MT  (+/- 180 meters Scaled)
 QB0659
 QB0659                          SUPERSEDED SURVEY CONTROL
 QB0659
 QB0659  NGVD 29 (??/??/92)  685.285  (m)         2248.31   (f) ADJ UNCH    1 2
 QB0659
 QB0659.Superseded values are not recommended for survey control.
 QB0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0659.See file dsdata.txt to determine how the superseded data were derived.
 QB0659
 QB0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ803724(NAD 83)
 QB0659_MARKER: DB = BENCH MARK DISK
 QB0659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0659_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0659_STAMPING: 2248.824 C 37 1930
 QB0659_MARK LOGO: CGS   
 QB0659_PROJECTION: PROJECTING 20 CENTIMETERS
 QB0659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0659+STABILITY: SURFACE MOTION
 QB0659
 QB0659  HISTORY     - Date     Condition        Report By
 QB0659  HISTORY     - 1930     MONUMENTED       CGS
 QB0659  HISTORY     - 1963     GOOD             NGS
 QB0659  HISTORY     - 1985     GOOD             NGS
 QB0659
 QB0659                          STATION DESCRIPTION
 QB0659
 QB0659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 QB0659'1.7 MI NW FROM VALE.
 QB0659'1.7 MILES NORTHWEST ALONG U.S. HIGHWAY 26 FROM THE JUNCTION OF U.S.
 QB0659'HIGHWAYS 20 AND 26, WHICH IS 0.1 MILE EAST OF THE VALE POST OFFICE,
 QB0659'0.5 MILE SOUTHEAST OF MILE POST NO. 276, 0.05 MILE SOUTHEAST OF AN OLD
 QB0659'MASONRY HOUSE, 45 FEET SOUTHWEST OF THE CENTER OF THE HIGHWAY, 2 FEET
 QB0659'NORTHEAST OF THE REMAINS OF AN OLD FENCE CORNER AND 1 FOOT SOUTHWEST
 QB0659'OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 10 INCHES.
 QB0659
 QB0659                          STATION RECOVERY (1985)
 QB0659
 QB0659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QB0659'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.68 KM
 QB0659'(1.67 MI) NORTHWEST ALONG US HIGHWAYS 26 FROM THE JUNCTION OF US
 QB0659'HIGHWAY 20 AT VALE, ON THE SOUTHWEST EDGE OF A DITCH, 0.83 KM
 QB0659'(0.52 MI) NORTHWEST OF MILEPOST 277, 14.0 METERS (46 FT) SOUTHWEST OF
 QB0659'THE HIGHWAY CENTERL 80.5 METERS (264 FT) NORTHWEST OF A FENCE T
 QB0659'JUNCTION, 23.8 METERS FT) WEST ACROSS THE HIGHWAY FROM TELEPHONE POLE
 QB0659'NUMBER 37 AND 5.2 METERS (17 FT) EAST OF THE RIGHT OF WAY FENCE.
 QB0659'THE MARK IS 0.5 METERS  SW FROM  A WITNESS POST
 QB0659'THE MARK IS 0.7 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0521 ***********************************************************************
 PB0521  DESIGNATION -  C 370
 PB0521  PID         -  PB0521
 PB0521  STATE/COUNTY-  OR/DESCHUTES
 PB0521  USGS QUAD   -  DAVIS MOUNTAIN (1981)
 PB0521
 PB0521                         *CURRENT SURVEY CONTROL
 PB0521  ___________________________________________________________________
 PB0521* NAD 83(1986)-  43 43 27.     (N)    121 48 32.     (W)     SCALED    
 PB0521* NAVD 88     -      1339.687  (meters)    4395.29   (feet)  ADJUSTED  
 PB0521  ___________________________________________________________________
 PB0521  GEOID HEIGHT-         -21.10  (meters)                     GEOID03
 PB0521  DYNAMIC HT  -        1339.045 (meters)    4393.18  (feet)  COMP
 PB0521  MODELED GRAV-     980,093.6   (mgal)                       NAVD 88
 PB0521
 PB0521  VERT ORDER  -  SECOND    CLASS 0
 PB0521
 PB0521.The horizontal coordinates were scaled from a topographic map and have
 PB0521.an estimated accuracy of +/- 6 seconds.
 PB0521
 PB0521.The orthometric height was determined by differential leveling
 PB0521.and adjusted in June 1991.
 PB0521
 PB0521.The geoid height was determined by GEOID03.
 PB0521
 PB0521.The dynamic height is computed by dividing the NAVD 88
 PB0521.geopotential number by the normal gravity value computed on the
 PB0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0521.degrees latitude (g = 980.6199 gals.).
 PB0521
 PB0521.The modeled gravity was interpolated from observed gravity values.
 PB0521
 PB0521;                    North         East    Units  Estimated Accuracy
 PB0521;SPC OR S     -   229,380.    1,394,540.      MT  (+/- 180 meters Scaled)
 PB0521
 PB0521                          SUPERSEDED SURVEY CONTROL
 PB0521
 PB0521  NGVD 29 (??/??/92) 1338.430  (m)         4391.17   (f) ADJ UNCH    2 0
 PB0521
 PB0521.Superseded values are not recommended for survey control.
 PB0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0521.See file dsdata.txt to determine how the superseded data were derived.
 PB0521
 PB0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP959419(NAD 83)
 PB0521_MARKER: DB = BENCH MARK DISK
 PB0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0521_STAMPING: C 370 1942
 PB0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0521+STABILITY: SURFACE MOTION
 PB0521
 PB0521  HISTORY     - Date     Condition        Report By
 PB0521  HISTORY     - 1942     MONUMENTED       CGS
 PB0521  HISTORY     - 1943     GOOD             NGS
 PB0521
 PB0521                          STATION DESCRIPTION
 PB0521
 PB0521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PB0521'21.2 MI NW FROM LAPINE.
 PB0521'ALONG DALLES CALIFORNIA HIGHWAY, 3 MILES NORTH.  THENCE, 18.2 MILES
 PB0521'WEST ALONG CRANE PRAIRIE DAM ROAD, 1 MILE EAST OF ELK LAKE ROAD, IN
 PB0521'SMALL CLEARING 30 FEET NORTH OF AND 4 FEET ABOVE CENTERLINE OF ROAD.
 PB0521'WITNESS POST SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0469 ***********************************************************************
 RC0469  DESIGNATION -  C 371
 RC0469  PID         -  RC0469
 RC0469  STATE/COUNTY-  OR/WASCO
 RC0469  USGS QUAD   -  SHANIKO (1971)
 RC0469
 RC0469                         *CURRENT SURVEY CONTROL
 RC0469  ___________________________________________________________________
 RC0469* NAD 83(1986)-  45 06 08.     (N)    120 50 17.     (W)     SCALED    
 RC0469* NAVD 88     -       804.312  (meters)    2638.81   (feet)  POSTED    
 RC0469  ___________________________________________________________________
 RC0469  GEOID HEIGHT-         -20.91  (meters)                     GEOID03
 RC0469  DYNAMIC HT  -         804.120 (meters)    2638.18  (feet)  COMP
 RC0469  MODELED GRAV-     980,347.3   (mgal)                       NAVD 88
 RC0469
 RC0469  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 RC0469
 RC0469.The horizontal coordinates were scaled from a topographic map and have
 RC0469.an estimated accuracy of +/- 6 seconds.
 RC0469
 RC0469.The orthometric height was determined by differential leveling
 RC0469.and adjusted by the  in 1992.
 RC0469.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 RC0469.rate of 2.1 thru 3.0 mm/km.
 RC0469
 RC0469.The geoid height was determined by GEOID03.
 RC0469
 RC0469.The dynamic height is computed by dividing the NAVD 88
 RC0469.geopotential number by the normal gravity value computed on the
 RC0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0469.degrees latitude (g = 980.6199 gals.).
 RC0469
 RC0469.The modeled gravity was interpolated from observed gravity values.
 RC0469
 RC0469;                    North         East    Units  Estimated Accuracy
 RC0469;SPC OR N     -   159,580.    2,473,400.      MT  (+/- 180 meters Scaled)
 RC0469
 RC0469                          SUPERSEDED SURVEY CONTROL
 RC0469
 RC0469  NGVD 29 (??/??/92)  803.182  (m)         2635.11   (f) ADJ UNCH    2 0
 RC0469
 RC0469.Superseded values are not recommended for survey control.
 RC0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0469.See file dsdata.txt to determine how the superseded data were derived.
 RC0469
 RC0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ700965(NAD 83)
 RC0469_MARKER: DB = BENCH MARK DISK
 RC0469_SETTING: 66 = SET IN ROCK OUTCROP
 RC0469_SP_SET: ROCK OUTCROP
 RC0469_STAMPING: C 371 1942
 RC0469_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RC0469+STABILITY: POSITION/ELEVATION WELL
 RC0469
 RC0469  HISTORY     - Date     Condition        Report By
 RC0469  HISTORY     - 1942     MONUMENTED       CGS
 RC0469  HISTORY     - 1961     GOOD             NGS
 RC0469  HISTORY     - 1970     MARK NOT FOUND   NGS
 RC0469
 RC0469                          STATION DESCRIPTION
 RC0469
 RC0469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RC0469'9.5 MI NW FROM SHANIKO.
 RC0469'ABOUT 1.5 MILES WEST ALONG U.S. HIGHWAY 97 FROM THE POST OFFICE AT
 RC0469'SHANIKO, THENCE ABOUT 8.0 MILES NORTHWEST ALONG THE BAKEOVEN ROAD,
 RC0469'ABOUT 200 YARDS WEST OF A HOUSE WITH A GROUP OF BARNS IN A SMALL
 RC0469'HOLLOW, 87 FEET EAST OF THE A.J. BROWN MAIL BOX, 24 FEET SOUTHWEST OF
 RC0469'THE CENTER LINE OF THE HIGHWAY, 24 FEET NORTHEAST OF A FENCE.
 RC0469
 RC0469                          STATION RECOVERY (1970)
 RC0469
 RC0469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 RC0469'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0183 ***********************************************************************
 PB0183  DESIGNATION -  C 372
 PB0183  PID         -  PB0183
 PB0183  STATE/COUNTY-  OR/DESCHUTES
 PB0183  USGS QUAD   -  HORSE RIDGE (1981)
 PB0183
 PB0183                         *CURRENT SURVEY CONTROL
 PB0183  ___________________________________________________________________
 PB0183* NAD 83(1986)-  43 57 34.     (N)    121 06 15.     (W)     SCALED    
 PB0183* NAVD 88     -      1183.534  (meters)    3882.98   (feet)  ADJUSTED  
 PB0183  ___________________________________________________________________
 PB0183  GEOID HEIGHT-         -20.65  (meters)                     GEOID03
 PB0183  DYNAMIC HT  -        1183.032 (meters)    3881.33  (feet)  COMP
 PB0183  MODELED GRAV-     980,154.2   (mgal)                       NAVD 88
 PB0183
 PB0183  VERT ORDER  -  FIRST     CLASS II
 PB0183
 PB0183.The horizontal coordinates were scaled from a topographic map and have
 PB0183.an estimated accuracy of +/- 6 seconds.
 PB0183
 PB0183.The orthometric height was determined by differential leveling
 PB0183.and adjusted in June 1991.
 PB0183
 PB0183.The geoid height was determined by GEOID03.
 PB0183
 PB0183.The dynamic height is computed by dividing the NAVD 88
 PB0183.geopotential number by the normal gravity value computed on the
 PB0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0183.degrees latitude (g = 980.6199 gals.).
 PB0183
 PB0183.The modeled gravity was interpolated from observed gravity values.
 PB0183
 PB0183;                    North         East    Units  Estimated Accuracy
 PB0183;SPC OR S     -   254,870.    1,451,510.      MT  (+/- 180 meters Scaled)
 PB0183
 PB0183                          SUPERSEDED SURVEY CONTROL
 PB0183
 PB0183  NGVD 29 (??/??/92) 1182.352  (m)         3879.10   (f) ADJ UNCH    1 2
 PB0183
 PB0183.Superseded values are not recommended for survey control.
 PB0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0183.See file dsdata.txt to determine how the superseded data were derived.
 PB0183
 PB0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP521691(NAD 83)
 PB0183_MARKER: DB = BENCH MARK DISK
 PB0183_SETTING: 66 = SET IN ROCK OUTCROP
 PB0183_SP_SET: ROCK LEDGE
 PB0183_STAMPING: C 372 1943
 PB0183_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PB0183+STABILITY: POSITION/ELEVATION WELL
 PB0183
 PB0183  HISTORY     - Date     Condition        Report By
 PB0183  HISTORY     - 1943     MONUMENTED       CGS
 PB0183
 PB0183                          STATION DESCRIPTION
 PB0183
 PB0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 PB0183'14.2 MI SE FROM BEND.
 PB0183'THIS MARK IS ABOUT 13.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 20 AND
 PB0183'ABOUT 1.2 MILES SOUTH ALONG THE OLD BEND-BURNS ROAD FROM THE RAILWAY
 PB0183'STATION AT BEND, DESCHUTES COUNTY, SET AT A POINT WHERE ROAD REACHES
 PB0183'SUMMIT OF RISE, IN THE TOP OF A LAVA LEDGE, 9.0 FEET EAST OF A 36-INCH
 PB0183'JUNIPER TREE, 50.0 FEET WEST SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 PB0183'3.0 FEET WEST OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0018 ***********************************************************************
 PB0018  DESIGNATION -  C 373
 PB0018  PID         -  PB0018
 PB0018  STATE/COUNTY-  OR/DESCHUTES
 PB0018  USGS QUAD   -  IMPERIAL VALLEY NORT (1983)
 PB0018
 PB0018                         *CURRENT SURVEY CONTROL
 PB0018  ___________________________________________________________________
 PB0018* NAD 83(1986)-  43 45 11.     (N)    120 25 13.     (W)     SCALED    
 PB0018* NAVD 88     -      1352.393  (meters)    4436.98   (feet)  ADJUSTED  
 PB0018  ___________________________________________________________________
 PB0018  GEOID HEIGHT-         -19.83  (meters)                     GEOID03
 PB0018  DYNAMIC HT  -        1351.726 (meters)    4434.79  (feet)  COMP
 PB0018  MODELED GRAV-     980,078.6   (mgal)                       NAVD 88
 PB0018
 PB0018  VERT ORDER  -  FIRST     CLASS II
 PB0018
 PB0018.The horizontal coordinates were scaled from a topographic map and have
 PB0018.an estimated accuracy of +/- 6 seconds.
 PB0018
 PB0018.The orthometric height was determined by differential leveling
 PB0018.and adjusted in June 1991.
 PB0018
 PB0018.The geoid height was determined by GEOID03.
 PB0018
 PB0018.The dynamic height is computed by dividing the NAVD 88
 PB0018.geopotential number by the normal gravity value computed on the
 PB0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0018.degrees latitude (g = 980.6199 gals.).
 PB0018
 PB0018.The modeled gravity was interpolated from observed gravity values.
 PB0018
 PB0018;                    North         East    Units  Estimated Accuracy
 PB0018;SPC OR S     -   231,770.    1,506,420.      MT  (+/- 180 meters Scaled)
 PB0018
 PB0018                          SUPERSEDED SURVEY CONTROL
 PB0018
 PB0018  NGVD 29 (??/??/92) 1351.162  (m)         4432.94   (f) ADJ UNCH    1 2
 PB0018
 PB0018.Superseded values are not recommended for survey control.
 PB0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0018.See file dsdata.txt to determine how the superseded data were derived.
 PB0018
 PB0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGP076476(NAD 83)
 PB0018_MARKER: DB = BENCH MARK DISK
 PB0018_SETTING: 66 = SET IN ROCK OUTCROP
 PB0018_SP_SET: ROCK OUTCROP
 PB0018_STAMPING: C 373 1943
 PB0018_MARK LOGO: CGS   
 PB0018_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PB0018+STABILITY: POSITION/ELEVATION WELL
 PB0018
 PB0018  HISTORY     - Date     Condition        Report By
 PB0018  HISTORY     - 1943     MONUMENTED       CGS
 PB0018  HISTORY     - 19781213 GOOD             USGS
 PB0018
 PB0018                          STATION DESCRIPTION
 PB0018
 PB0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 PB0018'10.1 MI SE FROM BROTHERS.
 PB0018'THIS MARK IS ABOUT 10.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 20 FROM
 PB0018'BROTHERS, DESCHUTES COUNTY, 10.9 MILES NORTHWEST OF HAMPTON, 0.1 MILE
 PB0018'EAST OF A ROAD LEADING NORTH, SET IN THE TOP OF A ROCK OUTCROP IN A
 PB0018'DRY WASH, 261.0 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 2.0 FEET
 PB0018'NORTH OF A WHITE REFERENCE POST.
 PB0018
 PB0018                          STATION RECOVERY (1978)
 PB0018
 PB0018'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 PB0018'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0565 ***********************************************************************
 PB0565  DESIGNATION -  C 374
 PB0565  PID         -  PB0565
 PB0565  STATE/COUNTY-  OR/LAKE
 PB0565  USGS QUAD   -  GLASS BUTTE (1983)
 PB0565
 PB0565                         *CURRENT SURVEY CONTROL
 PB0565  ___________________________________________________________________
 PB0565* NAD 83(1986)-  43 35 16.     (N)    120 01 46.     (W)     SCALED    
 PB0565* NAVD 88     -      1392.967  (meters)    4570.09   (feet)  ADJUSTED  
 PB0565  ___________________________________________________________________
 PB0565  GEOID HEIGHT-         -19.58  (meters)                     GEOID03
 PB0565  DYNAMIC HT  -        1392.283 (meters)    4567.85  (feet)  COMP
 PB0565  MODELED GRAV-     980,079.7   (mgal)                       NAVD 88
 PB0565
 PB0565  VERT ORDER  -  FIRST     CLASS II
 PB0565
 PB0565.The horizontal coordinates were scaled from a topographic map and have
 PB0565.an estimated accuracy of +/- 6 seconds.
 PB0565
 PB0565.The orthometric height was determined by differential leveling
 PB0565.and adjusted in June 1991.
 PB0565
 PB0565.The geoid height was determined by GEOID03.
 PB0565
 PB0565.The dynamic height is computed by dividing the NAVD 88
 PB0565.geopotential number by the normal gravity value computed on the
 PB0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0565.degrees latitude (g = 980.6199 gals.).
 PB0565
 PB0565.The modeled gravity was interpolated from observed gravity values.
 PB0565
 PB0565;                    North         East    Units  Estimated Accuracy
 PB0565;SPC OR S     -   213,510.    1,538,000.      MT  (+/- 180 meters Scaled)
 PB0565
 PB0565                          SUPERSEDED SURVEY CONTROL
 PB0565
 PB0565.No superseded survey control is available for this station.
 PB0565
 PB0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGP398303(NAD 83)
 PB0565_MARKER: DB = BENCH MARK DISK
 PB0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0565_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0565_STAMPING: C 374 1943
 PB0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0565+STABILITY: SURFACE MOTION
 PB0565
 PB0565  HISTORY     - Date     Condition        Report By
 PB0565  HISTORY     - 1943     MONUMENTED       CGS
 PB0565
 PB0565                          STATION DESCRIPTION
 PB0565
 PB0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 PB0565'13.1 MI SE FROM HAMPTON.
 PB0565'THIS MARK IS ABOUT 13.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 20 FROM
 PB0565'HAMPTON, DESCHUTES COUNTY, 0.4 MILE WEST OF MILEPOST 77, SET IN LINE
 PB0565'WITH POWER POLES, 8.0 FEET EAST OF A POWER POLE, 129.0 FEET SOUTH OF
 PB0565'THE CENTER LINE OF THE HIGHWAY, PROJECTING ABOUT 4-INCHES ABOVE THE
 PB0565'GROUND, 2.0 FEET NORTH OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0075 ***********************************************************************
 NY0075  DESIGNATION -  C 375
 NY0075  PID         -  NY0075
 NY0075  STATE/COUNTY-  OR/LAKE
 NY0075  USGS QUAD   -  LAKEVIEW NE (1964)
 NY0075
 NY0075                         *CURRENT SURVEY CONTROL
 NY0075  ___________________________________________________________________
 NY0075* NAD 83(1986)-  42 11 21.     (N)    120 20 50.     (W)     SCALED    
 NY0075* NAVD 88     -      1460.240  (meters)    4790.80   (feet)  ADJUSTED  
 NY0075  ___________________________________________________________________
 NY0075  GEOID HEIGHT-         -20.94  (meters)                     GEOID03
 NY0075  DYNAMIC HT  -        1459.291 (meters)    4787.69  (feet)  COMP
 NY0075  MODELED GRAV-     979,920.6   (mgal)                       NAVD 88
 NY0075
 NY0075  VERT ORDER  -  FIRST     CLASS II
 NY0075
 NY0075.The horizontal coordinates were scaled from a topographic map and have
 NY0075.an estimated accuracy of +/- 6 seconds.
 NY0075
 NY0075.The orthometric height was determined by differential leveling
 NY0075.and adjusted in June 1991.
 NY0075
 NY0075.The geoid height was determined by GEOID03.
 NY0075
 NY0075.The dynamic height is computed by dividing the NAVD 88
 NY0075.geopotential number by the normal gravity value computed on the
 NY0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0075.degrees latitude (g = 980.6199 gals.).
 NY0075
 NY0075.The modeled gravity was interpolated from observed gravity values.
 NY0075
 NY0075;                    North         East    Units  Estimated Accuracy
 NY0075;SPC OR S     -    58,050.    1,512,620.      MT  (+/- 180 meters Scaled)
 NY0075
 NY0075                          SUPERSEDED SURVEY CONTROL
 NY0075
 NY0075  NGVD 29 (??/??/92) 1459.051  (m)         4786.90   (f) ADJ UNCH    1 2
 NY0075
 NY0075.Superseded values are not recommended for survey control.
 NY0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0075.See file dsdata.txt to determine how the superseded data were derived.
 NY0075
 NY0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGM190741(NAD 83)
 NY0075_MARKER: DB = BENCH MARK DISK
 NY0075_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NY0075_SP_SET: BUILDING
 NY0075_STAMPING: C 375 1942
 NY0075_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NY0075_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NY0075+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2007
 NY0075
 NY0075  HISTORY     - Date     Condition        Report By
 NY0075  HISTORY     - 1942     MONUMENTED       CGS
 NY0075  HISTORY     - 19860918 GOOD             USPSQD
 NY0075  HISTORY     - 20070821 GOOD             NGS
 NY0075
 NY0075                          STATION DESCRIPTION
 NY0075
 NY0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NY0075'IN LAKEVIEW.
 NY0075'AT THE LAKEVIEW POST OFFICE, 18 FEET NORTH OF MAIN ENTRANCE TO POST
 NY0075'OFFICE, IN EAST FACE OF BUILDING, 1 FOOT ABOVE GROUND.
 NY0075
 NY0075                          STATION RECOVERY (1986)
 NY0075
 NY0075'RECOVERY NOTE BY US POWER SQUADRON 1986 (RCC)
 NY0075'RECOVERED IN GOOD CONDITION.
 NY0075
 NY0075                          STATION RECOVERY (2007)
 NY0075
 NY0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2007 (DW)
 NY0075'POST OFFICE IS AT SW CORNER OF CENTER ST. AND SOUTH G ST.  MARK IS ON
 NY0075'WALL JUST SOUTH OF NE-MOST WINDOW WELL, ABOUT 20 M NORTH OF FLAGPOLE
 NY0075'AND 3.9 M SSW OF GRAVITY MARK 'LAKEVIEW CA.'
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0142 ***********************************************************************
 NY0142  DESIGNATION -  C 376
 NY0142  PID         -  NY0142
 NY0142  STATE/COUNTY-  OR/LAKE
 NY0142  USGS QUAD   -  QUARTZ VALLEY (1988)
 NY0142
 NY0142                         *CURRENT SURVEY CONTROL
 NY0142  ___________________________________________________________________
 NY0142* NAD 83(1986)-  42 16 50.     (N)    120 45 05.     (W)     SCALED    
 NY0142* NAVD 88     -      1573.304  (meters)    5161.75   (feet)  ADJUSTED  
 NY0142  ___________________________________________________________________
 NY0142  GEOID HEIGHT-         -21.11  (meters)                     GEOID03
 NY0142  DYNAMIC HT  -        1572.257 (meters)    5158.31  (feet)  COMP
 NY0142  MODELED GRAV-     979,900.3   (mgal)                       NAVD 88
 NY0142
 NY0142  VERT ORDER  -  FIRST     CLASS II
 NY0142
 NY0142.The horizontal coordinates were scaled from a topographic map and have
 NY0142.an estimated accuracy of +/- 6 seconds.
 NY0142
 NY0142.The orthometric height was determined by differential leveling
 NY0142.and adjusted in June 1991.
 NY0142
 NY0142.The geoid height was determined by GEOID03.
 NY0142
 NY0142.The dynamic height is computed by dividing the NAVD 88
 NY0142.geopotential number by the normal gravity value computed on the
 NY0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0142.degrees latitude (g = 980.6199 gals.).
 NY0142
 NY0142.The modeled gravity was interpolated from observed gravity values.
 NY0142
 NY0142;                    North         East    Units  Estimated Accuracy
 NY0142;SPC OR S     -    68,230.    1,479,260.      MT  (+/- 180 meters Scaled)
 NY0142
 NY0142                          SUPERSEDED SURVEY CONTROL
 NY0142
 NY0142  NGVD 29 (??/??/92) 1572.097  (m)         5157.79   (f) ADJ UNCH    1 2
 NY0142
 NY0142.Superseded values are not recommended for survey control.
 NY0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0142.See file dsdata.txt to determine how the superseded data were derived.
 NY0142
 NY0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM854833(NAD 83)
 NY0142_MARKER: DB = BENCH MARK DISK
 NY0142_SETTING: 80 = SET IN A BOULDER
 NY0142_SP_SET: BOULDER
 NY0142_STAMPING: C 376 1942
 NY0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0142+STABILITY: SURFACE MOTION
 NY0142
 NY0142  HISTORY     - Date     Condition        Report By
 NY0142  HISTORY     - 1942     MONUMENTED       CGS
 NY0142
 NY0142                          STATION DESCRIPTION
 NY0142
 NY0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NY0142'18.05 MI E FROM BLY.
 NY0142'LOCATED ALONG OREGON STATE HIGHWAY NO. 66, 320 FEET WEST OF SIGN
 NY0142'READING, (FINLEY CORRALS AND DREWS CREEK), 300 FEET WEST OF OLD HOUSE,
 NY0142'28 FEET NORTHWEST OF CENTER OF HIGHWAY, 13 FEET NORTHWEST OF CULVERT,
 NY0142'A DISK SET IN A LARGE ROCK, WITNESS POST SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB1001 ***********************************************************************
 RB1001  DESIGNATION -  C 377
 RB1001  PID         -  RB1001
 RB1001  STATE/COUNTY-  OR/MORROW
 RB1001  USGS QUAD   -  GOLGOTHA BUTTE (1993)
 RB1001
 RB1001                         *CURRENT SURVEY CONTROL
 RB1001  ___________________________________________________________________
 RB1001* NAD 83(1986)-  45 49 09.     (N)    119 57 30.     (W)     SCALED    
 RB1001* NAVD 88     -        73.710  (meters)     241.83   (feet)  ADJUSTED  
 RB1001  ___________________________________________________________________
 RB1001  GEOID HEIGHT-         -21.75  (meters)                     GEOID03
 RB1001  DYNAMIC HT  -          73.710 (meters)     241.83  (feet)  COMP
 RB1001  MODELED GRAV-     980,614.8   (mgal)                       NAVD 88
 RB1001
 RB1001  VERT ORDER  -  FIRST     CLASS II
 RB1001
 RB1001.The horizontal coordinates were scaled from a topographic map and have
 RB1001.an estimated accuracy of +/- 6 seconds.
 RB1001
 RB1001.The orthometric height was determined by differential leveling
 RB1001.and adjusted in June 1991.
 RB1001
 RB1001.The geoid height was determined by GEOID03.
 RB1001
 RB1001.The dynamic height is computed by dividing the NAVD 88
 RB1001.geopotential number by the normal gravity value computed on the
 RB1001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB1001.degrees latitude (g = 980.6199 gals.).
 RB1001
 RB1001.The modeled gravity was interpolated from observed gravity values.
 RB1001
 RB1001;                    North         East    Units  Estimated Accuracy
 RB1001;SPC OR N     -   239,340.    2,542,090.      MT  (+/- 180 meters Scaled)
 RB1001
 RB1001                          SUPERSEDED SURVEY CONTROL
 RB1001
 RB1001  NGVD 29 (??/??/92)   72.705  (m)          238.53   (f) ADJ UNCH    1 2
 RB1001
 RB1001.Superseded values are not recommended for survey control.
 RB1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1001.See file dsdata.txt to determine how the superseded data were derived.
 RB1001
 RB1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKL701782(NAD 83)
 RB1001_MARKER: DB = BENCH MARK DISK
 RB1001_SETTING: 80 = SET IN A BOULDER
 RB1001_SP_SET: BOULDER
 RB1001_STAMPING: C 377 1943
 RB1001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB1001+STABILITY: SURFACE MOTION
 RB1001
 RB1001  HISTORY     - Date     Condition        Report By
 RB1001  HISTORY     - 1943     MONUMENTED       CGS
 RB1001  HISTORY     - 1962     GOOD             NGS
 RB1001
 RB1001                          STATION DESCRIPTION
 RB1001
 RB1001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RB1001'3.5 MI E FROM HEPPNER JUNCTION.
 RB1001'3.5 MILES EAST ALONG THE UNION PACIFIC RAILROAD TRACKS FROM HEPPNER
 RB1001'JUNCTION, 47 FEET SOUTH OF THE SOUTH RAIL, BETWEEN THE 4TH AND 5TH
 RB1001'TELEPHONE POLE WEST OF THE RAILROAD MILEAGE SIGN 152, 26 YARDS
 RB1001'NORTHEAST OF A T FENCE LEADING SOUTH, SET IN THE TOP OF A LARGE
 RB1001'BOULDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0659 ***********************************************************************
 RB0659  DESIGNATION -  C 378
 RB0659  PID         -  RB0659
 RB0659  STATE/COUNTY-  OR/UMATILLA
 RB0659  USGS QUAD   -  HAT ROCK (1993)
 RB0659
 RB0659                         *CURRENT SURVEY CONTROL
 RB0659  ___________________________________________________________________
 RB0659* NAD 83(1986)-  45 55 29.     (N)    119 13 41.     (W)     SCALED    
 RB0659* NAVD 88     -       124.471  (meters)     408.37   (feet)  ADJUSTED  
 RB0659  ___________________________________________________________________
 RB0659  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 RB0659  DYNAMIC HT  -         124.470 (meters)     408.37  (feet)  COMP
 RB0659  MODELED GRAV-     980,607.6   (mgal)                       NAVD 88
 RB0659
 RB0659  VERT ORDER  -  FIRST     CLASS II
 RB0659
 RB0659.The horizontal coordinates were scaled from a topographic map and have
 RB0659.an estimated accuracy of +/- 6 seconds.
 RB0659
 RB0659.The orthometric height was determined by differential leveling
 RB0659.and adjusted in June 1991.
 RB0659
 RB0659.The geoid height was determined by GEOID03.
 RB0659
 RB0659.The dynamic height is computed by dividing the NAVD 88
 RB0659.geopotential number by the normal gravity value computed on the
 RB0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0659.degrees latitude (g = 980.6199 gals.).
 RB0659
 RB0659.The modeled gravity was interpolated from observed gravity values.
 RB0659
 RB0659;                    North         East    Units  Estimated Accuracy
 RB0659;SPC OR N     -   251,700.    2,598,660.      MT  (+/- 180 meters Scaled)
 RB0659
 RB0659                          SUPERSEDED SURVEY CONTROL
 RB0659
 RB0659  NGVD 29 (??/??/92)  123.454  (m)          405.03   (f) ADJ UNCH    1 2
 RB0659
 RB0659.Superseded values are not recommended for survey control.
 RB0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0659.See file dsdata.txt to determine how the superseded data were derived.
 RB0659
 RB0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL272880(NAD 83)
 RB0659_MARKER: DB = BENCH MARK DISK
 RB0659_SETTING: 66 = SET IN ROCK OUTCROP
 RB0659_SP_SET: ROCK OUTCROP
 RB0659_STAMPING: C 378 1943
 RB0659_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RB0659+STABILITY: POSITION/ELEVATION WELL
 RB0659
 RB0659  HISTORY     - Date     Condition        Report By
 RB0659  HISTORY     - 1943     MONUMENTED       CGS
 RB0659  HISTORY     - 1961     GOOD             NGS
 RB0659
 RB0659                          STATION DESCRIPTION
 RB0659
 RB0659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RB0659'5.6 MI E FROM UMATILLA.
 RB0659'FROM THE POST OFFICE AT UMATILLA GO EAST ON U.S. HIGHWAY 730 FOR 2.0
 RB0659'MILES, TURN LEFT, GO NORTH, TO THE SOUTH END OF THE MCNARY DAM, GO
 RB0659'EAST ALONG THE SOUTH SIDE OF THE RESERVOIR, ON THE GRAVELED ROAD THAT
 RB0659'WAS THE RAILROAD BED FOR THE UNION PACIFIC RAILROAD, FOR 3.0 MILES.
 RB0659'MARK IS ABOUT 65 FEET SOUTH OF THE CENTERLINE OF THE GRAVELED ROAD,
 RB0659'AND ABOUT 4 FEET HIGHER, 3 FEET EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0458 ***********************************************************************
 RB0458  DESIGNATION -  C 379
 RB0458  PID         -  RB0458
 RB0458  STATE/COUNTY-  OR/UMATILLA
 RB0458  USGS QUAD   -  RING (1966)
 RB0458
 RB0458                         *CURRENT SURVEY CONTROL
 RB0458  ___________________________________________________________________
 RB0458* NAD 83(1986)-  45 58 32.     (N)    118 45 39.     (W)     SCALED    
 RB0458* NAVD 88     -       346.981  (meters)    1138.39   (feet)  ADJUSTED  
 RB0458  ___________________________________________________________________
 RB0458  GEOID HEIGHT-         -21.31  (meters)                     GEOID03
 RB0458  DYNAMIC HT  -         346.962 (meters)    1138.32  (feet)  COMP
 RB0458  MODELED GRAV-     980,551.8   (mgal)                       NAVD 88
 RB0458
 RB0458  VERT ORDER  -  FIRST     CLASS II
 RB0458
 RB0458.The horizontal coordinates were scaled from a topographic map and have
 RB0458.an estimated accuracy of +/- 6 seconds.
 RB0458
 RB0458.The orthometric height was determined by differential leveling
 RB0458.and adjusted in June 1991.
 RB0458
 RB0458.The geoid height was determined by GEOID03.
 RB0458
 RB0458.The dynamic height is computed by dividing the NAVD 88
 RB0458.geopotential number by the normal gravity value computed on the
 RB0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0458.degrees latitude (g = 980.6199 gals.).
 RB0458
 RB0458.The modeled gravity was interpolated from observed gravity values.
 RB0458
 RB0458;                    North         East    Units  Estimated Accuracy
 RB0458;SPC OR N     -   258,030.    2,634,770.      MT  (+/- 180 meters Scaled)
 RB0458
 RB0458                          SUPERSEDED SURVEY CONTROL
 RB0458
 RB0458  NGVD 29 (??/??/92)  345.95   (m)         1135.0    (f) COMPUTED    1 2
 RB0458
 RB0458.Superseded values are not recommended for survey control.
 RB0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0458.See file dsdata.txt to determine how the superseded data were derived.
 RB0458
 RB0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL635928(NAD 83)
 RB0458_MARKER: DB = BENCH MARK DISK
 RB0458_SETTING: 80 = SET IN A BOULDER
 RB0458_SP_SET: BOULDER
 RB0458_STAMPING: C 379 1943
 RB0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0458+STABILITY: SURFACE MOTION
 RB0458
 RB0458  HISTORY     - Date     Condition        Report By
 RB0458  HISTORY     - 1943     MONUMENTED       CGS
 RB0458
 RB0458                          STATION DESCRIPTION
 RB0458
 RB0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 RB0458'2.9 MI NW FROM VANSYCLE.
 RB0458'ALONG THE NORTHERN PACIFIC RAILWAY, 2.9 MILES NORTH OF VANSYCLE, 135
 RB0458'FEET NORTHWEST OF MILE POST 13, 108 FEET NORTHEAST OF THE NORTHEAST
 RB0458'RAIL, 179 FEET EAST OF THE SECOND POLE NORTHWEST OF MILE POST 13, SET
 RB0458'IN THE TOP OF A BOULDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0508 ***********************************************************************
 QC0508  DESIGNATION -  C 38
 QC0508  PID         -  QC0508
 QC0508  STATE/COUNTY-  OR/GRANT
 QC0508  USGS QUAD   -  MT MISERY (1990)
 QC0508
 QC0508                         *CURRENT SURVEY CONTROL
 QC0508  ___________________________________________________________________
 QC0508* NAD 83(1986)-  44 42 57.     (N)    119 38 34.     (W)     SCALED    
 QC0508* NAVD 88     -       586.260  (meters)    1923.42   (feet)  ADJUSTED  
 QC0508  ___________________________________________________________________
 QC0508  GEOID HEIGHT-         -19.36  (meters)                     GEOID03
 QC0508  DYNAMIC HT  -         586.113 (meters)    1922.94  (feet)  COMP
 QC0508  MODELED GRAV-     980,349.6   (mgal)                       NAVD 88
 QC0508
 QC0508  VERT ORDER  -  FIRST     CLASS II
 QC0508
 QC0508.The horizontal coordinates were scaled from a topographic map and have
 QC0508.an estimated accuracy of +/- 6 seconds.
 QC0508
 QC0508.The orthometric height was determined by differential leveling
 QC0508.and adjusted in June 1991.
 QC0508
 QC0508.The geoid height was determined by GEOID03.
 QC0508
 QC0508.The dynamic height is computed by dividing the NAVD 88
 QC0508.geopotential number by the normal gravity value computed on the
 QC0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0508.degrees latitude (g = 980.6199 gals.).
 QC0508
 QC0508.The modeled gravity was interpolated from observed gravity values.
 QC0508
 QC0508;                    North         East    Units  Estimated Accuracy
 QC0508;SPC OR N     -   116,950.    2,567,920.      MT  (+/- 180 meters Scaled)
 QC0508
 QC0508                          SUPERSEDED SURVEY CONTROL
 QC0508
 QC0508  NGVD 29 (??/??/92)  585.148  (m)         1919.77   (f) ADJ UNCH    1 2
 QC0508
 QC0508.Superseded values are not recommended for survey control.
 QC0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0508.See file dsdata.txt to determine how the superseded data were derived.
 QC0508
 QC0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKK906547(NAD 83)
 QC0508_MARKER: DB = BENCH MARK DISK
 QC0508_SETTING: 80 = SET IN A BOULDER
 QC0508_SP_SET: BOULDER
 QC0508_STAMPING: 1919.996 C 38 1930
 QC0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0508+STABILITY: SURFACE MOTION
 QC0508
 QC0508  HISTORY     - Date     Condition        Report By
 QC0508  HISTORY     - 1930     MONUMENTED       CGS
 QC0508  HISTORY     - 1963     GOOD             NGS
 QC0508
 QC0508                          STATION DESCRIPTION
 QC0508
 QC0508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 QC0508'3.7 MI S FROM KIMBERLY.
 QC0508'3.7 MILES SOUTH ALONG STATE HIGHWAY 19 FROM THE KIMBERLY POST OFFICE,
 QC0508'78 FEET NORTHEAST OF MILE POST NO. 109, 52 FEET EAST OF THE CENTER OF
 QC0508'THE HIGHWAY, 24 FEET EAST OF A METAL WITNESS POST AND 19 FEET EAST OF
 QC0508'A FENCE.  THE BOULDER IS 3 BY 5 FEET AND PROJECTS 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0284 ***********************************************************************
 QE0284  DESIGNATION -  C 380
 QE0284  PID         -  QE0284
 QE0284  STATE/COUNTY-  OR/LANE
 QE0284  USGS QUAD   -  LEABURG (1988)
 QE0284
 QE0284                         *CURRENT SURVEY CONTROL
 QE0284  ___________________________________________________________________
 QE0284* NAD 83(1986)-  44 05 33.     (N)    122 43 04.     (W)     SCALED    
 QE0284* NAVD 88     -       198.509  (meters)     651.27   (feet)  ADJUSTED  
 QE0284  ___________________________________________________________________
 QE0284  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 QE0284  DYNAMIC HT  -         198.472 (meters)     651.15  (feet)  COMP
 QE0284  MODELED GRAV-     980,428.2   (mgal)                       NAVD 88
 QE0284
 QE0284  VERT ORDER  -  FIRST     CLASS II
 QE0284
 QE0284.The horizontal coordinates were scaled from a topographic map and have
 QE0284.an estimated accuracy of +/- 6 seconds.
 QE0284
 QE0284.The orthometric height was determined by differential leveling
 QE0284.and adjusted in June 1991.
 QE0284.WARNING-Repeat measurements at this control monument indicate possible
 QE0284.vertical movement.
 QE0284
 QE0284.The geoid height was determined by GEOID03.
 QE0284
 QE0284.The dynamic height is computed by dividing the NAVD 88
 QE0284.geopotential number by the normal gravity value computed on the
 QE0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0284.degrees latitude (g = 980.6199 gals.).
 QE0284
 QE0284.The modeled gravity was interpolated from observed gravity values.
 QE0284
 QE0284;                    North         East    Units  Estimated Accuracy
 QE0284;SPC OR S     -   271,830.    1,322,410.      MT  (+/- 180 meters Scaled)
 QE0284
 QE0284                          SUPERSEDED SURVEY CONTROL
 QE0284
 QE0284  NGVD 29 (??/??/92)  197.397  (m)          647.63   (f) ADJ UNCH    1 2
 QE0284
 QE0284.Superseded values are not recommended for survey control.
 QE0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0284.See file dsdata.txt to determine how the superseded data were derived.
 QE0284
 QE0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP225821(NAD 83)
 QE0284_MARKER: DD = SURVEY DISK
 QE0284_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QE0284_SP_SET: HEADWALL
 QE0284_STAMPING: C 380 1943
 QE0284_MARK LOGO: ORHD  
 QE0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0284+STABILITY: SURFACE MOTION
 QE0284
 QE0284  HISTORY     - Date     Condition        Report By
 QE0284  HISTORY     - 1943     MONUMENTED       ORDT
 QE0284  HISTORY     - 1943     GOOD             NGS
 QE0284  HISTORY     - 1987     GOOD             NGS
 QE0284
 QE0284                          STATION DESCRIPTION
 QE0284
 QE0284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QE0284'2.2 MI SW FROM LEABURG.
 QE0284'ALONG U.S. HIGHWAY NO. 28, 2.2 MILES SOUTHWEST OF POST OFFICE AT
 QE0284'LEABURG, 0.7 MILE WEST OF BRIDGE OVER HOLDEN CREEK, ABOUT 150.0 FEET
 QE0284'EAST OF THE EAST END OF HIGH ROCK CUT ON NORTH SIDE OF ROAD, DIRECTLY
 QE0284'OPPOSITE THE JUNCTION OF A GRAVEL ROAD (OLD HIGHWAY) LEADING SOUTHEAST
 QE0284'ALONG THE RIVER, 20.0 FEET NORTH OF CENTERLINE OF HIGHWAY, SET IN THE
 QE0284'WEST END OF THE NORTH HEADWALL OF CONCRETE CULVERT OVER SMALL STREAM,
 QE0284'ABOUT 10.0 FEET BELOW THE LEVEL OF THE HIGHWAY.  NOTE-- MARK IS
 QE0284'STAMPED C 380 1943.  STAMPED BY U.S. COAST AND GEODETIC SURVEY PARTY.
 QE0284
 QE0284                          STATION RECOVERY (1987)
 QE0284
 QE0284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE0284'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  25.9 KM
 QE0284'(16.10 MI) EASTERLY ALONG STATE HIGHWAY 126 FROM ITS JUNCTION WITH
 QE0284'SOUTH 5TH STREET IN SPRINGFIELD, 0.3 M (1.0 FT) NORTHEAST OF THE
 QE0284'SOUTHWEST END OF A CULVERT HEADWALL OF A SMALL STREAM, 38.0 M
 QE0284'(124.7 FT) NORTHEAST OF THE CENTER OF A DRIVEWAY LEADING NORTHEAST,
 QE0284'6.0 M (19.7 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 2.9 M
 QE0284'(9.5 FT) SOUTHWEST OF THE EXTENDED CENTER OF HOLDEN CIRCLE LANE.
 QE0284'THE MARK IS 3.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0320 ***********************************************************************
 RC0320  DESIGNATION -  C 381 RESET
 RC0320  PID         -  RC0320
 RC0320  STATE/COUNTY-  OR/GILLIAM
 RC0320  USGS QUAD   -  MATNEY FLAT (1970)
 RC0320
 RC0320                         *CURRENT SURVEY CONTROL
 RC0320  ___________________________________________________________________
 RC0320* NAD 83(1986)-  45 13 25.     (N)    120 06 17.     (W)     SCALED    
 RC0320* NAVD 88     -       815.29   (meters)    2674.8    (feet)  RESET     
 RC0320  ___________________________________________________________________
 RC0320  GEOID HEIGHT-         -20.46  (meters)                     GEOID03
 RC0320  VERT ORDER  -  THIRD
 RC0320
 RC0320.The horizontal coordinates were scaled from a topographic map and have
 RC0320.an estimated accuracy of +/- 6 seconds.
 RC0320
 RC0320.The orthometric height was computed from unverified reset data.
 RC0320
 RC0320.The geoid height was determined by GEOID03.
 RC0320
 RC0320;                    North         East    Units  Estimated Accuracy
 RC0320;SPC OR N     -   173,090.    2,531,040.      MT  (+/- 180 meters Scaled)
 RC0320
 RC0320                          SUPERSEDED SURVEY CONTROL
 RC0320
 RC0320.No superseded survey control is available for this station.
 RC0320
 RC0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGR273118(NAD 83)
 RC0320_MARKER: DB = BENCH MARK DISK
 RC0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC0320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC0320_STAMPING: BM C 381 RESET 1968
 RC0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0320+STABILITY: SURFACE MOTION
 RC0320
 RC0320  HISTORY     - Date     Condition        Report By
 RC0320  HISTORY     - 1968     MONUMENTED       CGS
 RC0320  HISTORY     - 1970     GOOD             USGS
 RC0320
 RC0320                          STATION DESCRIPTION
 RC0320
 RC0320'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 RC0320'4.3 MI E FROM CONDON P O.
 RC0320'REACHED FROM THE POST OFFICE AT CONDON GO EAST ON STATE HIGHWAY 206
 RC0320'FOR 4.3 MILES TO A TRIPLE TUBE CULVERT UNDER THE HIGHWAY, 135 FEET
 RC0320'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY AND THE CULVERT, AND 28
 RC0320'FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.  CHARACTER OF MARK--
 RC0320'BRONZE DISK SET IN TOP OF CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0373 ***********************************************************************
 PA0373  DESIGNATION -  C 382
 PA0373  PID         -  PA0373
 PA0373  STATE/COUNTY-  OR/HARNEY
 PA0373  USGS QUAD   -  POISON CREEK SLOUGH (1990)
 PA0373
 PA0373                         *CURRENT SURVEY CONTROL
 PA0373  ___________________________________________________________________
 PA0373* NAD 83(1986)-  43 36 51.     (N)    118 58 46.     (W)     SCALED    
 PA0373* NAVD 88     -      1265.688  (meters)    4152.51   (feet)  ADJUSTED  
 PA0373  ___________________________________________________________________
 PA0373  GEOID HEIGHT-         -18.97  (meters)                     GEOID03
 PA0373  DYNAMIC HT  -        1265.081 (meters)    4150.52  (feet)  COMP
 PA0373  MODELED GRAV-     980,095.5   (mgal)                       NAVD 88
 PA0373
 PA0373  VERT ORDER  -  FIRST     CLASS II
 PA0373
 PA0373.The horizontal coordinates were scaled from a topographic map and have
 PA0373.an estimated accuracy of +/- 6 seconds.
 PA0373
 PA0373.The orthometric height was determined by differential leveling
 PA0373.and adjusted in June 1991.
 PA0373
 PA0373.The geoid height was determined by GEOID03.
 PA0373
 PA0373.The dynamic height is computed by dividing the NAVD 88
 PA0373.geopotential number by the normal gravity value computed on the
 PA0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0373.degrees latitude (g = 980.6199 gals.).
 PA0373
 PA0373.The modeled gravity was interpolated from observed gravity values.
 PA0373
 PA0373;                    North         East    Units  Estimated Accuracy
 PA0373;SPC OR S     -   217,450.    1,622,730.      MT  (+/- 180 meters Scaled)
 PA0373
 PA0373                          SUPERSEDED SURVEY CONTROL
 PA0373
 PA0373  NGVD 29 (??/??/92) 1264.499  (m)         4148.61   (f) ADJ UNCH    1 2
 PA0373
 PA0373.Superseded values are not recommended for survey control.
 PA0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0373.See file dsdata.txt to determine how the superseded data were derived.
 PA0373
 PA0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ402309(NAD 83)
 PA0373_MARKER: DB = BENCH MARK DISK
 PA0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PA0373_STAMPING: C 382 1943
 PA0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0373+STABILITY: SURFACE MOTION
 PA0373_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PA0373+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2005
 PA0373
 PA0373  HISTORY     - Date     Condition        Report By
 PA0373  HISTORY     - 1943     MONUMENTED       CGS
 PA0373  HISTORY     - 1977     GOOD             NGS
 PA0373  HISTORY     - 20050413 GOOD             ORBITE
 PA0373
 PA0373                          STATION DESCRIPTION
 PA0373
 PA0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 PA0373'4.0 MI NE FROM BURNS.
 PA0373'ABOUT 4.0 MILES NORTHEAST ALONG U.S. HIGHWAY 20 FROM THE POST OFFICE
 PA0373'AT BURNS, HARNEY COUNTY, 84 FEET EAST OF THE CENTER OF A SIDE ROAD TO
 PA0373'THE NORTH, 131 FEET NORTHEAST OF THE NORTH END OF A 24 INCH CORRUGATED
 PA0373'CULVERT, 75 FEET NORTHEAST OF THE NORTH END OF A 12 INCH CORRUGATED
 PA0373'CULVERT, 71 FEET NORTH OF THE CENTER OF THE HIGHWAY, 1.6 FEET SOUTH OF
 PA0373'A REFERENCE POST, PROJECTING 8 INCHES ABOVE THE GROUND.
 PA0373
 PA0373                          STATION RECOVERY (1977)
 PA0373
 PA0373'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 PA0373'RECOVERED IN GOOD CONDITION.
 PA0373
 PA0373                          STATION RECOVERY (2005)
 PA0373
 PA0373'RECOVERY NOTE BY ORBITECH INC 2005 (SHG)
 PA0373'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0068 ***********************************************************************
 PA0068  DESIGNATION -  C 383
 PA0068  PID         -  PA0068
 PA0068  STATE/COUNTY-  OR/MALHEUR
 PA0068  USGS QUAD   -  PETES MOUNTAIN (1990)
 PA0068
 PA0068                         *CURRENT SURVEY CONTROL
 PA0068  ___________________________________________________________________
 PA0068* NAD 83(1986)-  43 45 50.     (N)    118 08 49.     (W)     SCALED    
 PA0068* NAVD 88     -       955.694  (meters)    3135.47   (feet)  ADJUSTED  
 PA0068  ___________________________________________________________________
 PA0068  GEOID HEIGHT-         -18.28  (meters)                     GEOID03
 PA0068  DYNAMIC HT  -         955.289 (meters)    3134.14  (feet)  COMP
 PA0068  MODELED GRAV-     980,163.9   (mgal)                       NAVD 88
 PA0068
 PA0068  VERT ORDER  -  FIRST     CLASS II
 PA0068
 PA0068.The horizontal coordinates were scaled from a topographic map and have
 PA0068.an estimated accuracy of +/- 6 seconds.
 PA0068
 PA0068.The orthometric height was determined by differential leveling
 PA0068.and adjusted in June 1991.
 PA0068
 PA0068.The geoid height was determined by GEOID03.
 PA0068
 PA0068.The dynamic height is computed by dividing the NAVD 88
 PA0068.geopotential number by the normal gravity value computed on the
 PA0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0068.degrees latitude (g = 980.6199 gals.).
 PA0068
 PA0068.The modeled gravity was interpolated from observed gravity values.
 PA0068
 PA0068;                    North         East    Units  Estimated Accuracy
 PA0068;SPC OR S     -   235,630.    1,689,440.      MT  (+/- 180 meters Scaled)
 PA0068
 PA0068                          SUPERSEDED SURVEY CONTROL
 PA0068
 PA0068  NGVD 29 (??/??/92)  954.577  (m)         3131.81   (f) ADJ UNCH    1 2
 PA0068
 PA0068.Superseded values are not recommended for survey control.
 PA0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0068.See file dsdata.txt to determine how the superseded data were derived.
 PA0068
 PA0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ076462(NAD 83)
 PA0068_MARKER: DB = BENCH MARK DISK
 PA0068_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 PA0068_SP_SET: BOULDER
 PA0068_STAMPING: C 383 1943
 PA0068_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PA0068
 PA0068  HISTORY     - Date     Condition        Report By
 PA0068  HISTORY     - 1943     MONUMENTED       CGS
 PA0068  HISTORY     - 1966     MARK NOT FOUND   NGS
 PA0068  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 PA0068  HISTORY     - 19870801 MARK NOT FOUND   USGS
 PA0068
 PA0068                          STATION DESCRIPTION
 PA0068
 PA0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 PA0068'4.45 MI W FROM JUNTURA.
 PA0068'ABOUT 4.45 MILES WEST ALONG U.S. HIGHWAY 20 FROM THE STATION AT
 PA0068'JUNTURA, AT HIGHWAY MILAGE 185.45, AT THE NORTH END OF A LONG CURVE,
 PA0068'SET IN THE TOP OF A LARGE FLAT BOULDER ON THE NORTHWEST BANK OF
 PA0068'CHIMNEY CREEK, 93 FEET NORTH OF THE CENTER OF THE HIGHWAY AND 12 FEET
 PA0068'LOWER THAN THE HIGHWAY.
 PA0068
 PA0068                          STATION RECOVERY (1966)
 PA0068
 PA0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 PA0068'MARK NOT FOUND.
 PA0068
 PA0068                          STATION RECOVERY (1987)
 PA0068
 PA0068'RECOVERY NOTE BY US POWER SQUADRON 1987 (DMP)
 PA0068'MARK NOT FOUND.
 PA0068
 PA0068                          STATION RECOVERY (1987)
 PA0068
 PA0068'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (DMP)
 PA0068'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0016 ***********************************************************************
 QC0016  DESIGNATION -  C 384
 QC0016  PID         -  QC0016
 QC0016  STATE/COUNTY-  OR/MALHEUR
 QC0016  USGS QUAD   -  HUNTER MOUNTAIN (1990)
 QC0016
 QC0016                         *CURRENT SURVEY CONTROL
 QC0016  ___________________________________________________________________
 QC0016* NAD 83(1986)-  44 00 36.     (N)    118 06 33.     (W)     SCALED    
 QC0016* NAVD 88     -      1227.397  (meters)    4026.89   (feet)  ADJUSTED  
 QC0016  ___________________________________________________________________
 QC0016  GEOID HEIGHT-         -17.86  (meters)                     GEOID03
 QC0016  DYNAMIC HT  -        1226.844 (meters)    4025.07  (feet)  COMP
 QC0016  MODELED GRAV-     980,125.7   (mgal)                       NAVD 88
 QC0016
 QC0016  VERT ORDER  -  FIRST     CLASS II
 QC0016
 QC0016.The horizontal coordinates were scaled from a topographic map and have
 QC0016.an estimated accuracy of +/- 6 seconds.
 QC0016
 QC0016.The orthometric height was determined by differential leveling
 QC0016.and adjusted in June 1991.
 QC0016
 QC0016.The geoid height was determined by GEOID03.
 QC0016
 QC0016.The dynamic height is computed by dividing the NAVD 88
 QC0016.geopotential number by the normal gravity value computed on the
 QC0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0016.degrees latitude (g = 980.6199 gals.).
 QC0016
 QC0016.The modeled gravity was interpolated from observed gravity values.
 QC0016
 QC0016;                    North         East    Units  Estimated Accuracy
 QC0016;SPC OR S     -   263,050.    1,691,700.      MT  (+/- 180 meters Scaled)
 QC0016
 QC0016                          SUPERSEDED SURVEY CONTROL
 QC0016
 QC0016  NGVD 29 (??/??/92) 1226.219  (m)         4023.02   (f) ADJ UNCH    1 2
 QC0016
 QC0016.Superseded values are not recommended for survey control.
 QC0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0016.See file dsdata.txt to determine how the superseded data were derived.
 QC0016
 QC0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ110735(NAD 83)
 QC0016_MARKER: DB = BENCH MARK DISK
 QC0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QC0016_STAMPING: C 384 1943
 QC0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0016+STABILITY: SURFACE MOTION
 QC0016
 QC0016  HISTORY     - Date     Condition        Report By
 QC0016  HISTORY     - 1943     MONUMENTED       CGS
 QC0016
 QC0016                          STATION DESCRIPTION
 QC0016
 QC0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 QC0016'9.1 MI N FROM BEULAH.
 QC0016'ALONG THE BEULAH-WESTFALL ROAD, 9.1 MILES NORTH OF THE POSTOFFICE AT
 QC0016'BEULAH, 200 FEET SOUTH OF THE SOUTHEND OF A CURVE, 6.6 FEET NORTHEAST
 QC0016'OF A FENCE, 19 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD AND 3.2
 QC0016'FEET SOUTH OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH1009 ***********************************************************************
 OH1009  DESIGNATION -  C 385
 OH1009  PID         -  OH1009
 OH1009  STATE/COUNTY-  OR/MALHEUR
 OH1009  USGS QUAD   -  HARPER (1990)
 OH1009
 OH1009                         *CURRENT SURVEY CONTROL
 OH1009  ___________________________________________________________________
 OH1009* NAD 83(1986)-  43 52 13.     (N)    117 35 54.     (W)     SCALED    
 OH1009* NAVD 88     -       767.402  (meters)    2517.72   (feet)  ADJUSTED  
 OH1009  ___________________________________________________________________
 OH1009  GEOID HEIGHT-         -18.05  (meters)                     GEOID03
 OH1009  DYNAMIC HT  -         767.136 (meters)    2516.85  (feet)  COMP
 OH1009  MODELED GRAV-     980,247.0   (mgal)                       NAVD 88
 OH1009
 OH1009  VERT ORDER  -  FIRST     CLASS II
 OH1009
 OH1009.The horizontal coordinates were scaled from a topographic map and have
 OH1009.an estimated accuracy of +/- 6 seconds.
 OH1009
 OH1009.The orthometric height was determined by differential leveling
 OH1009.and adjusted in June 1991.
 OH1009
 OH1009.The geoid height was determined by GEOID03.
 OH1009
 OH1009.The dynamic height is computed by dividing the NAVD 88
 OH1009.geopotential number by the normal gravity value computed on the
 OH1009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH1009.degrees latitude (g = 980.6199 gals.).
 OH1009
 OH1009.The modeled gravity was interpolated from observed gravity values.
 OH1009
 OH1009;                    North         East    Units  Estimated Accuracy
 OH1009;SPC OR S     -   248,830.    1,733,180.      MT  (+/- 180 meters Scaled)
 OH1009
 OH1009                          SUPERSEDED SURVEY CONTROL
 OH1009
 OH1009  NGVD 29 (??/??/92)  766.370  (m)         2514.33   (f) ADJ UNCH    1 2
 OH1009
 OH1009.Superseded values are not recommended for survey control.
 OH1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1009.See file dsdata.txt to determine how the superseded data were derived.
 OH1009
 OH1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ519576(NAD 83)
 OH1009_MARKER: DB = BENCH MARK DISK
 OH1009_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OH1009_SP_SET: CULVERT
 OH1009_STAMPING: C-385 1943
 OH1009_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH1009
 OH1009  HISTORY     - Date     Condition        Report By
 OH1009  HISTORY     - 1943     MONUMENTED       CGS
 OH1009  HISTORY     - 1944     GOOD             NGS
 OH1009
 OH1009                          STATION DESCRIPTION
 OH1009
 OH1009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 OH1009'0.8 MI NE FROM HARPER.
 OH1009'0.8 MILE NORTHEAST ALONG THE OREGON SHORT LINE RAILROAD FROM THE
 OH1009'STATION AT HARPER, SET IN THE SOUTHWEST CORNER OF THE SOUTHEAST
 OH1009'HEADWALL OF CULVERT NO. 4122 OVER IRRIGATION DITCH, ABOUT 6 1/4 POLES
 OH1009'SOUTHWEST OF MILEPOST NO. 41, 15.2 FEET SOUTHEAST OF THE SOUTHEAST
 OH1009'RAIL OF THE TRACK, 1.0 FOOT NORTHEAST OF THE SOUTHWEST END OF
 OH1009'HEADWALL, ABOUT 1 FOOT ABOVE TRACK LEVEL.  A BENCH MARK DISK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0797 ***********************************************************************
 QB0797  DESIGNATION -  C 386
 QB0797  PID         -  QB0797
 QB0797  STATE/COUNTY-  OR/BAKER
 QB0797  USGS QUAD   -  DEVILS HEEL (1990)
 QB0797
 QB0797                         *CURRENT SURVEY CONTROL
 QB0797  ___________________________________________________________________
 QB0797* NAD 83(1986)-  44 29 45.     (N)    117 55 39.     (W)     SCALED    
 QB0797* NAVD 88     -      1082.878  (meters)    3552.74   (feet)  ADJUSTED  
 QB0797  ___________________________________________________________________
 QB0797  GEOID HEIGHT-         -17.33  (meters)                     GEOID03
 QB0797  DYNAMIC HT  -        1082.453 (meters)    3551.35  (feet)  COMP
 QB0797  MODELED GRAV-     980,188.9   (mgal)                       NAVD 88
 QB0797
 QB0797  VERT ORDER  -  FIRST     CLASS II
 QB0797
 QB0797.The horizontal coordinates were scaled from a topographic map and have
 QB0797.an estimated accuracy of +/- 6 seconds.
 QB0797
 QB0797.The orthometric height was determined by differential leveling
 QB0797.and adjusted in June 1991.
 QB0797
 QB0797.The geoid height was determined by GEOID03.
 QB0797
 QB0797.The dynamic height is computed by dividing the NAVD 88
 QB0797.geopotential number by the normal gravity value computed on the
 QB0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0797.degrees latitude (g = 980.6199 gals.).
 QB0797
 QB0797.The modeled gravity was interpolated from observed gravity values.
 QB0797
 QB0797;                    North         East    Units  Estimated Accuracy
 QB0797;SPC OR N     -    95,400.    2,704,560.      MT  (+/- 180 meters Scaled)
 QB0797
 QB0797                          SUPERSEDED SURVEY CONTROL
 QB0797
 QB0797  NGVD 29 (??/??/92) 1081.672  (m)         3548.79   (f) ADJ UNCH    1 2
 QB0797
 QB0797.Superseded values are not recommended for survey control.
 QB0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0797.See file dsdata.txt to determine how the superseded data were derived.
 QB0797
 QB0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK262273(NAD 83)
 QB0797_MARKER: DB = BENCH MARK DISK
 QB0797_SETTING: 66 = SET IN ROCK OUTCROP
 QB0797_SP_SET: ROCK BLUFF
 QB0797_STAMPING: C-386 1944
 QB0797_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QB0797+STABILITY: POSITION/ELEVATION WELL
 QB0797
 QB0797  HISTORY     - Date     Condition        Report By
 QB0797  HISTORY     - 1944     MONUMENTED       CGS
 QB0797
 QB0797                          STATION DESCRIPTION
 QB0797
 QB0797'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 QB0797'6.0 MI E FROM HEREFORD.
 QB0797'6.0 MILES EAST ALONG STATE HIGHWAY NO. 7 FROM THE POST OFFICE AT
 QB0797'HEREFORD, SET IN THE TOP OF A ROCK BLUFF, ON THE OUTSIDE OF A CURVE,
 QB0797'ON THE SOUTHWEST EDGE OF THE BLUFF, 38 FEET SOUTHWEST OF CENTER-LINE
 QB0797'OF THE HIGHWAY, 17 FEET SOUTHWEST OF REFERENCE POST, ABOUT LEVEL WITH
 QB0797'THE HIGHWAY.  A BENCH MARK DISK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0839 ***********************************************************************
 QB0839  DESIGNATION -  C 387
 QB0839  PID         -  QB0839
 QB0839  STATE/COUNTY-  OR/BAKER
 QB0839  USGS QUAD   -  BOWEN VALLEY (1993)
 QB0839
 QB0839                         *CURRENT SURVEY CONTROL
 QB0839  ___________________________________________________________________
 QB0839* NAD 83(1986)-  44 40 43.     (N)    117 52 00.     (W)     SCALED    
 QB0839* NAVD 88     -      1104.269  (meters)    3622.92   (feet)  ADJUSTED  
 QB0839  ___________________________________________________________________
 QB0839  GEOID HEIGHT-         -17.08  (meters)                     GEOID03
 QB0839  DYNAMIC HT  -        1103.875 (meters)    3621.63  (feet)  COMP
 QB0839  MODELED GRAV-     980,223.2   (mgal)                       NAVD 88
 QB0839
 QB0839  VERT ORDER  -  FIRST     CLASS II
 QB0839
 QB0839.The horizontal coordinates were scaled from a topographic map and have
 QB0839.an estimated accuracy of +/- 6 seconds.
 QB0839
 QB0839.The orthometric height was determined by differential leveling
 QB0839.and adjusted in June 1991.
 QB0839
 QB0839.The geoid height was determined by GEOID03.
 QB0839
 QB0839.The dynamic height is computed by dividing the NAVD 88
 QB0839.geopotential number by the normal gravity value computed on the
 QB0839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0839.degrees latitude (g = 980.6199 gals.).
 QB0839
 QB0839.The modeled gravity was interpolated from observed gravity values.
 QB0839
 QB0839;                    North         East    Units  Estimated Accuracy
 QB0839;SPC OR N     -   115,850.    2,708,740.      MT  (+/- 180 meters Scaled)
 QB0839
 QB0839                          SUPERSEDED SURVEY CONTROL
 QB0839
 QB0839  NGVD 29 (??/??/92) 1103.092  (m)         3619.06   (f) ADJ UNCH    1 2
 QB0839
 QB0839.Superseded values are not recommended for survey control.
 QB0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0839.See file dsdata.txt to determine how the superseded data were derived.
 QB0839
 QB0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK313476(NAD 83)
 QB0839_MARKER: DB = BENCH MARK DISK
 QB0839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0839_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0839_STAMPING: C-387 1944
 QB0839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0839+STABILITY: SURFACE MOTION
 QB0839
 QB0839  HISTORY     - Date     Condition        Report By
 QB0839  HISTORY     - 1944     MONUMENTED       CGS
 QB0839
 QB0839                          STATION DESCRIPTION
 QB0839
 QB0839'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 QB0839'7.4 MI S FROM BAKER.
 QB0839'7.4 MILES SOUTH ALONG STATE HIGHWAY NO. 7 FROM THE POST OFFICE AT
 QB0839'BAKER, SET AT A Y ROAD, 57 FEET NORTHWEST OF CENTER-LINE OF HIGHWAY,
 QB0839'35 FEET NORTH OF CENTER-LINE OF SIDE ROAD LEADING WEST AND CURVING TO
 QB0839'THE SOUTHWEST, 2.8 FEET EAST OF REFERENCE POST, ON SOUTH SLOPE OF
 QB0839'HILL.  BENCH MARK DISK SET IN TOP OF CONCRETE POST POURED IN THE FIELD
 QB0839'AND PROJECTING ABOUT 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0513 ***********************************************************************
 QD0513  DESIGNATION -  C 388
 QD0513  PID         -  QD0513
 QD0513  STATE/COUNTY-  OR/WASCO
 QD0513  USGS QUAD   -  GATEWAY (1993)
 QD0513
 QD0513                         *CURRENT SURVEY CONTROL
 QD0513  ___________________________________________________________________
 QD0513* NAD 83(1986)-  44 50 50.     (N)    121 03 29.     (W)     SCALED    
 QD0513* NAVD 88     -       508.572  (meters)    1668.54   (feet)  ADJUSTED  
 QD0513  ___________________________________________________________________
 QD0513  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 QD0513  DYNAMIC HT  -         508.475 (meters)    1668.22  (feet)  COMP
 QD0513  MODELED GRAV-     980,410.0   (mgal)                       NAVD 88
 QD0513
 QD0513  VERT ORDER  -  SECOND    CLASS 0
 QD0513
 QD0513.The horizontal coordinates were scaled from a topographic map and have
 QD0513.an estimated accuracy of +/- 6 seconds.
 QD0513
 QD0513.The orthometric height was determined by differential leveling
 QD0513.and adjusted in June 1991.
 QD0513
 QD0513.The geoid height was determined by GEOID03.
 QD0513
 QD0513.The dynamic height is computed by dividing the NAVD 88
 QD0513.geopotential number by the normal gravity value computed on the
 QD0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0513.degrees latitude (g = 980.6199 gals.).
 QD0513
 QD0513.The modeled gravity was interpolated from observed gravity values.
 QD0513
 QD0513;                    North         East    Units  Estimated Accuracy
 QD0513;SPC OR N     -   131,340.    2,455,890.      MT  (+/- 180 meters Scaled)
 QD0513
 QD0513                          SUPERSEDED SURVEY CONTROL
 QD0513
 QD0513  NGVD 29 (??/??/92)  507.505  (m)         1665.04   (f) ADJ UNCH    2 0
 QD0513
 QD0513.Superseded values are not recommended for survey control.
 QD0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0513.See file dsdata.txt to determine how the superseded data were derived.
 QD0513
 QD0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ534678(NAD 83)
 QD0513_MARKER: DB = BENCH MARK DISK
 QD0513_SETTING: 80 = SET IN A BOULDER
 QD0513_SP_SET: BOULDER
 QD0513_STAMPING: C 388 1944
 QD0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0513+STABILITY: SURFACE MOTION
 QD0513
 QD0513  HISTORY     - Date     Condition        Report By
 QD0513  HISTORY     - 1944     MONUMENTED       CGS
 QD0513  HISTORY     - 1962     GOOD             NGS
 QD0513  HISTORY     - 1978     GOOD             NGS
 QD0513
 QD0513                          STATION DESCRIPTION
 QD0513
 QD0513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 QD0513'1.0 MI E FROM SOUTH JUNCTION.
 QD0513'REACHED FROM THE RAILROAD STATION AT SOUTH JUNCTION GO EAST ON THE
 QD0513'COUNTY ROAD FOR 1.0 MILE, 28 FEET NORTH OF THE CENTER LINE OF THE ROAD
 QD0513'AND ABOUT 5 FEET LOWER, ABOUT 150 FEET WEST OF A SMALL GULLY AND A
 QD0513'CURVE IN THE ROAD, AND 1 FOOT EAST OF A METAL WITNESS POST.  DISK IS
 QD0513'SET IN A DRILL HOLE IN TOP OF A LARGE BOULDER THAT IS PROJECTING ABOUT
 QD0513'3 FEET ABOVE GROUND.  A LARGE BM IS PAINTED ON THE BOULDER.
 QD0513
 QD0513                          STATION RECOVERY (1978)
 QD0513
 QD0513'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QD0513'REACHED FROM THE RAILROAD DEPOT AT SOUTH JUNCTION, GO EAST ON THE
 QD0513'GRAVELED COUNTY ROAD FOR 1.05 MILE TO THE BENCH MARK ON THE LEFT,
 QD0513'THIS IS 9.2 MILES SOUTHWEST OF THE JUNCTION OF U.S. HIGHWAYS 97, AND
 QD0513'197, 28 FEET NORTH AND 3-FEET LOWER THAN THE COUNTY ROAD, CEMENTED IN
 QD0513'A DRILL HOLE IN A 2 BY 2 FOOT BOULDER THAT PROJECTS 2-FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0190 ***********************************************************************
 RD0190  DESIGNATION -  C 389
 RD0190  PID         -  RD0190
 RD0190  STATE/COUNTY-  OR/CLACKAMAS
 RD0190  USGS QUAD   -  BEDFORD POINT (1997)
 RD0190
 RD0190                         *CURRENT SURVEY CONTROL
 RD0190  ___________________________________________________________________
 RD0190* NAD 83(1986)-  45 12 16.     (N)    122 07 58.     (W)     SCALED    
 RD0190* NAVD 88     -       735.719  (meters)    2413.77   (feet)  POSTED    
 RD0190  ___________________________________________________________________
 RD0190  GEOID HEIGHT-         -21.91  (meters)                     GEOID03
 RD0190  DYNAMIC HT  -         735.580 (meters)    2413.32  (feet)  COMP
 RD0190  MODELED GRAV-     980,401.6   (mgal)                       NAVD 88
 RD0190
 RD0190  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 RD0190
 RD0190.The horizontal coordinates were scaled from a topographic map and have
 RD0190.an estimated accuracy of +/- 6 seconds.
 RD0190
 RD0190.The orthometric height was determined by differential leveling
 RD0190.and adjusted by the  in 1992.
 RD0190.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 RD0190.rate of 0.0 thru 1.0 mm/km.
 RD0190
 RD0190.The geoid height was determined by GEOID03.
 RD0190
 RD0190.The dynamic height is computed by dividing the NAVD 88
 RD0190.geopotential number by the normal gravity value computed on the
 RD0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0190.degrees latitude (g = 980.6199 gals.).
 RD0190
 RD0190.The modeled gravity was interpolated from observed gravity values.
 RD0190
 RD0190;                    North         East    Units  Estimated Accuracy
 RD0190;SPC OR N     -   172,180.    2,371,740.      MT  (+/- 180 meters Scaled)
 RD0190
 RD0190                          SUPERSEDED SURVEY CONTROL
 RD0190
 RD0190  NGVD 29 (??/??/92)  734.640  (m)         2410.23   (f) ADJ UNCH    2 0
 RD0190
 RD0190.Superseded values are not recommended for survey control.
 RD0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0190.See file dsdata.txt to determine how the superseded data were derived.
 RD0190
 RD0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER681060(NAD 83)
 RD0190_MARKER: DB = BENCH MARK DISK
 RD0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0190_STAMPING: C 389 1947
 RD0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0190+STABILITY: SURFACE MOTION
 RD0190
 RD0190  HISTORY     - Date     Condition        Report By
 RD0190  HISTORY     - 1947     MONUMENTED       CGS
 RD0190  HISTORY     - 1983     MARK NOT FOUND   USGS
 RD0190
 RD0190                          STATION DESCRIPTION
 RD0190
 RD0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 RD0190'17.0 MI SE FROM ESTACADA.
 RD0190'ABOUT 0.7 MILE SOUTH ALONG STATE HIGHWAY 211 FROM THE HIGH SCHOOL AT
 RD0190'ESTACADA, THENCE 7.3 MILES SOUTHEAST ALONG THE CLACKAMAS RIVER ROAD,
 RD0190'THENCE 8.1 MILES EAST ALONG THE LA DEE ROAD, THENCE 0.9 MILE EAST
 RD0190'ALONG THE ABBOT ROAD, ABOUT 4.4 MILES WEST OF THE LOOKOUT SPRINGS
 RD0190'GUARD STATION, AT THE OUTSIDE OF A LONG CURVE, AT THE NORTHEAST END OF
 RD0190'A CUT, 21 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, ABOUT 2 FEET
 RD0190'ABOVE THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1.0
 RD0190'FOOT ABOVE THE GROUND.  WITNESS POST SET 1.6 FEET SOUTHEAST OF THE
 RD0190'STATION.
 RD0190
 RD0190                          STATION RECOVERY (1983)
 RD0190
 RD0190'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 RD0190'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0012 ***********************************************************************
 QD0012  DESIGNATION -  C 39
 QD0012  PID         -  QD0012
 QD0012  STATE/COUNTY-  OR/WHEELER
 QD0012  USGS QUAD   -  SERVICE CREEK (1987)
 QD0012
 QD0012                         *CURRENT SURVEY CONTROL
 QD0012  ___________________________________________________________________
 QD0012* NAD 83(1986)-  44 50 56.     (N)    120 02 39.     (W)     SCALED    
 QD0012* NAVD 88     -       752.890  (meters)    2470.11   (feet)  ADJUSTED  
 QD0012  ___________________________________________________________________
 QD0012  GEOID HEIGHT-         -20.07  (meters)                     GEOID03
 QD0012  DYNAMIC HT  -         752.672 (meters)    2469.39  (feet)  COMP
 QD0012  MODELED GRAV-     980,303.7   (mgal)                       NAVD 88
 QD0012
 QD0012  VERT ORDER  -  FIRST     CLASS II
 QD0012
 QD0012.The horizontal coordinates were scaled from a topographic map and have
 QD0012.an estimated accuracy of +/- 6 seconds.
 QD0012
 QD0012.The orthometric height was determined by differential leveling
 QD0012.and adjusted in June 1991.
 QD0012
 QD0012.The geoid height was determined by GEOID03.
 QD0012
 QD0012.The dynamic height is computed by dividing the NAVD 88
 QD0012.geopotential number by the normal gravity value computed on the
 QD0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0012.degrees latitude (g = 980.6199 gals.).
 QD0012
 QD0012.The modeled gravity was interpolated from observed gravity values.
 QD0012
 QD0012;                    North         East    Units  Estimated Accuracy
 QD0012;SPC OR N     -   131,470.    2,536,030.      MT  (+/- 180 meters Scaled)
 QD0012
 QD0012                          SUPERSEDED SURVEY CONTROL
 QD0012
 QD0012  NGVD 29 (??/??/92)  751.730  (m)         2466.30   (f) ADJ UNCH    1 2
 QD0012
 QD0012.Superseded values are not recommended for survey control.
 QD0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0012.See file dsdata.txt to determine how the superseded data were derived.
 QD0012
 QD0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGQ335704(NAD 83)
 QD0012_MARKER: DB = BENCH MARK DISK
 QD0012_SETTING: 80 = SET IN A BOULDER
 QD0012_SP_SET: BOULDER
 QD0012_STAMPING: 2466.498 C 39 1930
 QD0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0012+STABILITY: SURFACE MOTION
 QD0012
 QD0012  HISTORY     - Date     Condition        Report By
 QD0012  HISTORY     - 1930     MONUMENTED       CGS
 QD0012  HISTORY     - 1965     MARK NOT FOUND   NGS
 QD0012
 QD0012                          STATION DESCRIPTION
 QD0012
 QD0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 QD0012'4.2 MI N FROM SERVICE CREEK.
 QD0012'ABOUT 4.2 MILES NORTH ALONG THE JOHN DAY HIGHWAY (OREGON 19) FROM
 QD0012'SERVICE CREEK, WHEELER COUNTY, AT MILEAGE 75.4, 66 FEET SOUTHEAST OF
 QD0012'AN 18-INCH PIPE CULVERT NEAR THE SOUTHEAST END OF AN OUTSIDE CURVE, 46
 QD0012'FEET NORTHWEST OF A 20-INCH LIVE PINE TREE (BROKEN OFF ABOUT 20 FEET
 QD0012'ABOVE THE GROUND IN 1935), 25 FEET NORTHEAST OF THE CENTER LINE OF THE
 QD0012'HIGHWAY, IN THE TOP OF A PYRAMID-SHAPED BOULDER, AND ABOUT 5 FEET
 QD0012'HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED 2466.498 C 39 1930.
 QD0012
 QD0012                          STATION RECOVERY (1965)
 QD0012
 QD0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 QD0012'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH0801 ***********************************************************************
 OH0801  DESIGNATION -  C 391
 OH0801  PID         -  OH0801
 OH0801  STATE/COUNTY-  OR/MALHEUR
 OH0801  USGS QUAD   -  ADRIAN (1967)
 OH0801
 OH0801                         *CURRENT SURVEY CONTROL
 OH0801  ___________________________________________________________________
 OH0801* NAD 83(1991)-  43 40 24.49093(N)    117 03 57.25891(W)     ADJUSTED  
 OH0801* NAVD 88     -       677.888  (meters)    2224.04   (feet)  ADJUSTED  
 OH0801  ___________________________________________________________________
 OH0801  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 OH0801  GEOID HEIGHT-         -17.91  (meters)                     GEOID03
 OH0801  DYNAMIC HT  -         677.655 (meters)    2223.27  (feet)  COMP
 OH0801  MODELED GRAV-     980,254.5   (mgal)                       NAVD 88
 OH0801
 OH0801  HORZ ORDER  -  SECOND
 OH0801  VERT ORDER  -  SECOND    CLASS 0
 OH0801
 OH0801.The horizontal coordinates were established by classical geodetic methods
 OH0801.and adjusted by the National Geodetic Survey in October 1991.
 OH0801
 OH0801.The orthometric height was determined by differential leveling
 OH0801.and adjusted in June 1991.
 OH0801
 OH0801.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH0801
 OH0801.The geoid height was determined by GEOID03.
 OH0801
 OH0801.The dynamic height is computed by dividing the NAVD 88
 OH0801.geopotential number by the normal gravity value computed on the
 OH0801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0801.degrees latitude (g = 980.6199 gals.).
 OH0801
 OH0801.The modeled gravity was interpolated from observed gravity values.
 OH0801
 OH0801;                    North         East     Units Scale Factor Converg.
 OH0801;SPC OR S     -   228,601.375 1,776,845.704   MT  0.99993340   +2 20 57.9
 OH0801;SPC OR S     -   750,004.51  5,829,546.27   iFT  0.99993340   +2 20 57.9
 OH0801;SPC ID W     -   223,755.052   693,885.763   MT  1.00007179   -0 54 31.6
 OH0801;SPC ID W     -   734,103.03  2,276,523.54   sFT  1.00007179   -0 54 31.6
 OH0801;UTM  11      - 4,835,608.990   494,687.213   MT  0.99960035   -0 02 43.8
 OH0801
 OH0801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH0801!SPC OR S     -   0.99989652  x   0.99993340  =   0.99982993
 OH0801!SPC ID W     -   0.99989652  x   1.00007179  =   0.99996830
 OH0801!UTM  11      -   0.99989652  x   0.99960035  =   0.99949691
 OH0801
 OH0801|---------------------------------------------------------------------|
 OH0801| PID    Reference Object                     Distance      Geod. Az  |
 OH0801|                                                           dddmmss.s |
 OH0801| CD7318 ARCADIA PP                                         01007     |
 OH0801| OH1178 NAPTON                              APPROX. 2.6 KM 2400745.3 |
 OH0801| OH0803 C 391 RM 1                           20.668 METERS 25118     |
 OH0801| OH0802 C 391 RM 2                           10.270 METERS 34052     |
 OH0801|---------------------------------------------------------------------|
 OH0801
 OH0801                          SUPERSEDED SURVEY CONTROL
 OH0801
 OH0801  NAD 83(1986)-  43 40 24.49122(N)    117 03 57.25840(W) AD(       ) 2
 OH0801  NAD 27      -  43 40 24.93300(N)    117 03 53.68700(W) AD(       ) 2
 OH0801  NGVD 29 (??/??/92)  676.957  (m)         2220.98   (f) ADJ UNCH    2 0
 OH0801
 OH0801.Superseded values are not recommended for survey control.
 OH0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0801.See file dsdata.txt to determine how the superseded data were derived.
 OH0801
 OH0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ9468735609(NAD 83)
 OH0801_MARKER: DB = BENCH MARK DISK
 OH0801_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OH0801_SP_SET: MONUMENT
 OH0801_STAMPING: C 391 1944
 OH0801_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH0801
 OH0801  HISTORY     - Date     Condition        Report By
 OH0801  HISTORY     - 1945     MONUMENTED       CGS
 OH0801  HISTORY     - 1970     SEE DESCRIPTION  NGS
 OH0801  HISTORY     - 1970     GOOD             NGS
 OH0801  HISTORY     - 1984     POOR             LOCSUR
 OH0801
 OH0801                          STATION DESCRIPTION
 OH0801
 OH0801'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (ANS)
 OH0801'STATION IS LOCATED ALONG THE RIGHT-OF-WAY OF THE MARSING BRANCH
 OH0801'OF THE UNION PACIFIC RAILROAD, ABOUT 0.4 MILE W OF THE RAILROAD
 OH0801'SIGNPOST OF NAPTON, INSIDE THE S RIGHT-OF-WAY FENCE LINE, AND
 OH0801'NEAR WHERE THE FENCE JOGS TO INCREASE THE RIGHT-OF-WAY WIDTH
 OH0801'TOWARDS NAPTON.
 OH0801'
 OH0801'THE STATION MARK IS A BRONZE BENCH-MARK DISK SET IN AN 8-INCH
 OH0801'SQUARE CONCRETE POST PROJECTING 8 INCHES ABOVE THE SURFACE.  THE
 OH0801'DISK IS AN ESTABLISHED BENCH MARK AND IS STAMPED C 391 1944.  IT
 OH0801'IS SITUATED 21 METERS N OF THE CENTER OF THE ROAD, 15 METERS S
 OH0801'OF THE CENTER OF THE RAILROAD, AND 1 METER W OF THE CORNER POST
 OH0801'IN THE RIGHT-OF-WAY FENCE LINE.
 OH0801'
 OH0801'NO UNDERGROUND, REFERENCE, AZIMUTH OR WITNESS MARKS WERE
 OH0801'ESTABLISHED.
 OH0801'
 OH0801'TO REACH THE STATION FROM THE S SIDE OF ADRIAN AT THE INTERSECTION
 OH0801'OF THE ROAD LEADING LEFT TO THE BRIDGE ACROSS THE SNAKE RIVER AND
 OH0801'STATE HIGHWAY 201, TAKE THE RIGHT FORK, HIGHWAY 201, AND GO S 2.0
 OH0801'MILES TO RAILROAD CROSSING.  CROSS TRACKS AND CONTINUE S ON
 OH0801'HIGHWAY 2.5 MILES TO ROAD FORK.  TAKE THE LEFT FORK AND CONTINUE
 OH0801'E ALONG THE S SIDE OF THE RAILROAD 1.2 MILES TO JOG IN
 OH0801'RIGHT-OF-WAY FENCE LINE ON LEFT AND LOCATION OF STATION.
 OH0801
 OH0801                          STATION RECOVERY (1970)
 OH0801
 OH0801'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 OH0801'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARKS
 OH0801'WERE ESTABLISHED THIS DATE.  A NEW AND COMPLETE DESCRIPTION
 OH0801'FOLLOWS.
 OH0801'
 OH0801'THE STATION IS 6 MILES SOUTH OF ADRIAN ON THE RIGHT-OF-WAY BETWEEN
 OH0801'THE RAILROAD AND A MACADAM ROAD.
 OH0801'
 OH0801'TO REACH THE STATION FROM THE CROSS STREET JUST WEST OF THE ADRIAN
 OH0801'POST OFFICE GO SOUTH ON STATE HIGHWAY 201 FOR 0.5 MILE TO A SIDE
 OH0801'ROAD LEFT TO THE BRIDGE ACROSS THE SNAKE RIVER, CONTINUE SOUTH ON
 OH0801'THE HIGHWAY FOR 2.9 MILES TO THE RAILROAD UNDERPASS, CONTINUE
 OH0801'SOUTH ON STATE HIGHWAY 201 FOR 2.5 MILES TO NAPTON ROAD ON THE
 OH0801'LEFT, TURN LEFT, AND GO EAST ON NAPTON ROAD FOR 1.0 MILE TO THE
 OH0801'STATION ON THE LEFT.
 OH0801'
 OH0801'THE STATION MARK, STAMPED C 391 1944, IS A STANDARD BENCH MARK
 OH0801'DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 8
 OH0801'INCHES.  0.45 MILE NORTHEAST OF RAILROAD MILE POST NO. 16, 0.4
 OH0801'MILE SOUTHWEST OF THE NAPTON RAILROAD SIDING, 54 FEET NORTH OF
 OH0801'THE CENTER OF THE MACADAM ROAD, 47 FEET SOUTH OF THE NEAREST RAIL
 OH0801'OF THE OREGON SHORT LINE RAILROAD TRACKS, 1 FOOT NORTH OF AN OLD
 OH0801'FENCE LINE, AND 1 FOOT SOUTHWEST OF A METAL WITNESS POST.
 OH0801'
 OH0801'REFERENCE MARK NO. 1, STAMPED B M C 391 1945 NO 1 1970 BM RESET,
 OH0801'IS A STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT
 OH0801'THAT PROJECTS 2 INCHES, 68 FEET WEST-SOUTHWEST OF THE WITNESS
 OH0801'POST, 45 FEET NORTH OF THE CENTER OF THE MACADAM ROAD, 44 FEET
 OH0801'SOUTH OF THE NEAREST RAIL, 12 FEET NORTHEAST OF A TELEPHONE POLE,
 OH0801'AND 4 FEET NORTH OF AN OLD FENCE LINE.  (NOTE 11A)
 OH0801'
 OH0801'REFERENCE MARK NO. 2, STAMPED B M C 391 1945 NO 2 1970 BM RESET,
 OH0801'IS A STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT
 OH0801'PROJECTS 2 INCHES, 88 FEET NORTH OF THE CENTER OF THE MACADAM
 OH0801'ROAD, 34 FEET NORTH OF THE WITNESS POST, AND 13 FEET SOUTH OF THE
 OH0801'NEAREST RAIL OF THE RAILROAD TRACKS.  (NOTE 11A)
 OH0801'
 OH0801'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 75.51 FEET.
 OH0801'
 OH0801'TRIANGULATION STATION NAPTON 1944 MAY BE USED FOR THE AZIMUTH
 OH0801'MARK.  SEE DESCRIPTION THEREOF.
 OH0801
 OH0801                          STATION RECOVERY (1970)
 OH0801
 OH0801'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 OH0801'6 MI S FROM ADRIAN.
 OH0801'ALONG THE OREGON SHORT LINE RAILROAD, 0.45 MILE NORTHEAST OF RAILROAD
 OH0801'MILE POST NO. 16, 0.4 MILE SOUTHWEST OF THE NAPTON RAILROAD SIDING, 54
 OH0801'FEET NORTH OF THE CENTER OF A MACADAM ROAD, 47 FEET SOUTH OF THE
 OH0801'NEAREST RAIL OF THE RAILROAD TRACKS, 1 FOOT NORTH OF AN OLD FENCE
 OH0801'LINE, AND 1 FOOT SOUTHWEST OF A METAL WITNESS POST SET IN A 10-INCH
 OH0801'SQUARE CONCRETE MONUMENT THAT PROJECTS 8 INCHES.
 OH0801
 OH0801                          STATION RECOVERY (1984)
 OH0801
 OH0801'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 OH0801'A METAL WITNESS POST WITH SIGN IS 1.3 FT. NORTHEAST OF THE STATION
 OH0801'MARK. THE DISKS IN ALL THREE CONCRETE MONUMENTS ARE IS GOOD
 OH0801'CONDITION, BUT THERE HAS BEEN GRADING WORK IN THE AREA, PERHAPS FOR A
 OH0801'SUGAR BEET DUMP, AND THE STATION MARK MONUMENT APPEARSTO BE TILTED
 OH0801'SLIGHTLY TO THE SOUTHWEST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH0803 ***********************************************************************
 OH0803  DESIGNATION -  C 391 RM 1
 OH0803  PID         -  OH0803
 OH0803  STATE/COUNTY-  OR/MALHEUR
 OH0803  USGS QUAD   -  ADRIAN (1967)
 OH0803
 OH0803                         *CURRENT SURVEY CONTROL
 OH0803  ___________________________________________________________________
 OH0803* NAD 83(1986)-  43 40 24.     (N)    117 03 58.     (W)     SCALED    
 OH0803* NAVD 88     -       677.70   (meters)    2223.4    (feet)  RESET     
 OH0803  ___________________________________________________________________
 OH0803  GEOID HEIGHT-         -17.91  (meters)                     GEOID03
 OH0803  VERT ORDER  -  THIRD
 OH0803
 OH0803.The horizontal coordinates were scaled from a topographic map and have
 OH0803.an estimated accuracy of +/- 6 seconds.
 OH0803
 OH0803.The orthometric height was computed from unverified reset data.
 OH0803
 OH0803.The geoid height was determined by GEOID03.
 OH0803
 OH0803;                    North         East    Units  Estimated Accuracy
 OH0803;SPC OR S     -   228,590.    1,776,830.      MT  (+/- 180 meters Scaled)
 OH0803
 OH0803                          SUPERSEDED SURVEY CONTROL
 OH0803
 OH0803.No superseded survey control is available for this station.
 OH0803
 OH0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ946355(NAD 83)
 OH0803_MARKER: DR = REFERENCE MARK DISK
 OH0803_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OH0803_SP_SET: MONUMENT
 OH0803_STAMPING: B M C 391 1945 NO 1 1970 BM RESET
 OH0803_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH0803
 OH0803  HISTORY     - Date     Condition        Report By
 OH0803  HISTORY     - 1970     MONUMENTED       NGS
 OH0803  HISTORY     - 1984     POOR             LOCSUR
 OH0803
 OH0803                          STATION DESCRIPTION
 OH0803
 OH0803'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 OH0803'6 MI S FROM ADRIAN.
 OH0803'ALONG THE OREGON SHORT LINE RAILROAD, 0.45 MILE NORTHEAST OF RAILROAD
 OH0803'MILE POST NO. 16, 0.4 MILE SOUTHWEST OF THE NAPTON RAILROAD SIDING, 68
 OH0803'FEET WEST-SOUTHWEST OF BENCH MARK C 391 1945, 45 FEET NORTHWEST OF THE
 OH0803'CENTER OF A MACADAM ROAD,44 FEET SOUTHEAST OF THE NEAREST RAIL OF THE
 OH0803'RAILROAD TRACKS, 12 FEET NORTHEAST OF A TELEPHONE POLE, AND 4 FEET
 OH0803'NORTHWEST OF AN OLD FENCE LINE SET IN A 10-INCH SQUARE CONCRETE
 OH0803'MONUMENT THAT PROJECTS 2 INCHES.
 OH0803
 OH0803                          STATION RECOVERY (1984)
 OH0803
 OH0803'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 OH0803'MONUMENT IS TILTED ABOUT 20 DEGREE TO THE EAST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH0802 ***********************************************************************
 OH0802  DESIGNATION -  C 391 RM 2
 OH0802  PID         -  OH0802
 OH0802  STATE/COUNTY-  OR/MALHEUR
 OH0802  USGS QUAD   -  ADRIAN (1967)
 OH0802
 OH0802                         *CURRENT SURVEY CONTROL
 OH0802  ___________________________________________________________________
 OH0802* NAD 83(1986)-  43 40 25.     (N)    117 03 58.     (W)     SCALED    
 OH0802* NAVD 88     -       677.69   (meters)    2223.4    (feet)  RESET     
 OH0802  ___________________________________________________________________
 OH0802  GEOID HEIGHT-         -17.91  (meters)                     GEOID03
 OH0802  VERT ORDER  -  THIRD
 OH0802
 OH0802.The horizontal coordinates were scaled from a topographic map and have
 OH0802.an estimated accuracy of +/- 6 seconds.
 OH0802
 OH0802.The orthometric height was computed from unverified reset data.
 OH0802
 OH0802.The geoid height was determined by GEOID03.
 OH0802
 OH0802;                    North         East    Units  Estimated Accuracy
 OH0802;SPC OR S     -   228,620.    1,776,830.      MT  (+/- 180 meters Scaled)
 OH0802
 OH0802                          SUPERSEDED SURVEY CONTROL
 OH0802
 OH0802.No superseded survey control is available for this station.
 OH0802
 OH0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ946356(NAD 83)
 OH0802_MARKER: DR = REFERENCE MARK DISK
 OH0802_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OH0802_SP_SET: MONUMENT
 OH0802_STAMPING: B M C 391 1945 NO 2 1970 BM RESET
 OH0802_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH0802
 OH0802  HISTORY     - Date     Condition        Report By
 OH0802  HISTORY     - 1970     MONUMENTED       NGS
 OH0802  HISTORY     - 1984     POOR             LOCSUR
 OH0802
 OH0802                          STATION DESCRIPTION
 OH0802
 OH0802'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 OH0802'6 MI S FROM ADRIAN.
 OH0802'ALONG THE OREGON SHORT LINE RAILROAD, 0.45 MILE NORTHEAST OF RAILROAD
 OH0802'MILE POST NO. 16, 0.4 MILE SOUTHWEST OF THE NAPTON RAILROAD SIDING, 88
 OH0802'FEET NORTH OF THE CENTER OF THE MACADAM ROAD, 34 FEET NORTH-NORTHWEST
 OH0802'OF BENCH MARK C 391 1945, AND 13 FEET SOUTH OF THE NEAREST RAIL OF THE
 OH0802'RAILROAD TRACKS SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT
 OH0802'PROJECTS 2 INCHES.
 OH0802
 OH0802                          STATION RECOVERY (1984)
 OH0802
 OH0802'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 OH0802'MONEMENT IS TILTED SLIGHTLY TO THE SOUTH.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0354 ***********************************************************************
 RA0354  DESIGNATION -  C 392
 RA0354  PID         -  RA0354
 RA0354  STATE/COUNTY-  OR/WALLOWA
 RA0354  USGS QUAD   -  TEMPERANCE CREEK (1990)
 RA0354
 RA0354                         *CURRENT SURVEY CONTROL
 RA0354  ___________________________________________________________________
 RA0354* NAD 83(1986)-  45 31 07.     (N)    116 32 31.     (W)     SCALED    
 RA0354* NAVD 88     -       382.123  (meters)    1253.68   (feet)  ADJUSTED  
 RA0354  ___________________________________________________________________
 RA0354  GEOID HEIGHT-         -15.66  (meters)                     GEOID03
 RA0354  DYNAMIC HT  -         381.954 (meters)    1253.13  (feet)  COMP
 RA0354  MODELED GRAV-     980,170.1   (mgal)                       NAVD 88
 RA0354
 RA0354  VERT ORDER  -  SECOND    CLASS 0
 RA0354
 RA0354.The horizontal coordinates were scaled from a topographic map and have
 RA0354.an estimated accuracy of +/- 6 seconds.
 RA0354
 RA0354.The orthometric height was determined by differential leveling
 RA0354.and adjusted in June 1991.
 RA0354
 RA0354.The geoid height was determined by GEOID03.
 RA0354
 RA0354.The dynamic height is computed by dividing the NAVD 88
 RA0354.geopotential number by the normal gravity value computed on the
 RA0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0354.degrees latitude (g = 980.6199 gals.).
 RA0354
 RA0354.The modeled gravity was interpolated from observed gravity values.
 RA0354
 RA0354;                    North         East    Units  Estimated Accuracy
 RA0354;SPC OR N     -   213,370.    2,809,100.      MT  (+/- 180 meters Scaled)
 RA0354
 RA0354                          SUPERSEDED SURVEY CONTROL
 RA0354
 RA0354  NGVD 29 (??/??/92)  380.955  (m)         1249.85   (f) ADJ UNCH    2 0
 RA0354
 RA0354.Superseded values are not recommended for survey control.
 RA0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0354.See file dsdata.txt to determine how the superseded data were derived.
 RA0354
 RA0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL357406(NAD 83)
 RA0354_MARKER: DB = BENCH MARK DISK
 RA0354_SETTING: 80 = SET IN A BOULDER
 RA0354_SP_SET: BOULDER
 RA0354_STAMPING: C 392 1945
 RA0354_MARK LOGO: CGS   
 RA0354_MAGNETIC: N = NO MAGNETIC MATERIAL
 RA0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0354+STABILITY: SURFACE MOTION
 RA0354_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RA0354+SATELLITE: SATELLITE OBSERVATIONS - June 27, 1993
 RA0354
 RA0354  HISTORY     - Date     Condition        Report By
 RA0354  HISTORY     - 1945     MONUMENTED       CGS
 RA0354  HISTORY     - 1946     GOOD             NGS
 RA0354  HISTORY     - 19930627 GOOD             LOCSUR
 RA0354
 RA0354                          STATION DESCRIPTION
 RA0354
 RA0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RA0354'9.65 MI S FROM PITTSBURG LANDING, ID.
 RA0354'ALONG THE WEST BANK OF THE SNAKE RIVER, 9.65 MILES SOUTH OF AND ACROSS
 RA0354'THE SNAKE RIVER FROM THE BOAT LANDING AT PITTSBURG LANDING, 0.7 MILE
 RA0354'DOWNSTREAM AND ACROSS THE RIVER FROM AN ABANDONED MINE, 50 PACES WEST
 RA0354'OF THE WEST BANK OF THE RIVER, SET IN TOP OF A 4X6-FOOT BOULDER WHICH
 RA0354'IS ON THE EAST SLOPE OF A GRASSY HILL, ABOUT 20 FEET ABOVE THE WATER
 RA0354'AND 1.6 FEET ABOVE THE GROUND, LARGE B M PAINTED ON THE BOULDER.
 RA0354
 RA0354                          STATION RECOVERY (1993)
 RA0354
 RA0354'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1993 (GEL)
 RA0354'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0495 ***********************************************************************
 QB0495  DESIGNATION -  C 393
 QB0495  PID         -  QB0495
 QB0495  STATE/COUNTY-  OR/BAKER
 QB0495  USGS QUAD   -  MC LAIN GULCH (1987)
 QB0495
 QB0495                         *CURRENT SURVEY CONTROL
 QB0495  ___________________________________________________________________
 QB0495* NAD 83(1986)-  44 56 27.     (N)    116 53 22.     (W)     SCALED    
 QB0495* NAVD 88     -       610.832  (meters)    2004.04   (feet)  ADJUSTED  
 QB0495  ___________________________________________________________________
 QB0495  GEOID HEIGHT-         -16.15  (meters)                     GEOID03
 QB0495  DYNAMIC HT  -         610.683 (meters)    2003.55  (feet)  COMP
 QB0495  MODELED GRAV-     980,354.9   (mgal)                       NAVD 88
 QB0495
 QB0495  VERT ORDER  -  SECOND    CLASS 0
 QB0495
 QB0495.The horizontal coordinates were scaled from a topographic map and have
 QB0495.an estimated accuracy of +/- 6 seconds.
 QB0495
 QB0495.The orthometric height was determined by differential leveling
 QB0495.and adjusted in June 1991.
 QB0495
 QB0495.The geoid height was determined by GEOID03.
 QB0495
 QB0495.The dynamic height is computed by dividing the NAVD 88
 QB0495.geopotential number by the normal gravity value computed on the
 QB0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0495.degrees latitude (g = 980.6199 gals.).
 QB0495
 QB0495.The modeled gravity was interpolated from observed gravity values.
 QB0495
 QB0495;                    North         East    Units  Estimated Accuracy
 QB0495;SPC OR N     -   147,950.    2,784,850.      MT  (+/- 180 meters Scaled)
 QB0495
 QB0495                          SUPERSEDED SURVEY CONTROL
 QB0495
 QB0495  NGVD 29 (??/??/92)  609.799  (m)         2000.65   (f) ADJ UNCH    2 0
 QB0495
 QB0495.Superseded values are not recommended for survey control.
 QB0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0495.See file dsdata.txt to determine how the superseded data were derived.
 QB0495
 QB0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK087763(NAD 83)
 QB0495_MARKER: DB = BENCH MARK DISK
 QB0495_SETTING: 80 = SET IN A BOULDER
 QB0495_SP_SET: BOULDER
 QB0495_STAMPING: C 393 1945
 QB0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0495+STABILITY: SURFACE MOTION
 QB0495
 QB0495  HISTORY     - Date     Condition        Report By
 QB0495  HISTORY     - 1945     MONUMENTED       CGS
 QB0495  HISTORY     - 1983     MARK NOT FOUND   USGS
 QB0495
 QB0495                          STATION DESCRIPTION
 QB0495
 QB0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QB0495'15.2 MI E FROM HALFWAY.
 QB0495'15.2 MILES EAST OF THE POST OFFICE BY ROAD.  ALONG THE PINE CREEK
 QB0495'ROAD.  3.0 MILES WEST OF THE ROAD JUNCTION AT COPPERFIELD.  96 FEET
 QB0495'NORTHWEST OF A RAVINE ON THE NORTH SIDE OF THE ROAD.  AT THE FOOT OF A
 QB0495'SMALL DROP IN THE ROAD.  28 FEET SOUTH OF TELEPHONE POLE AND LINE. 18
 QB0495'FEET NORTH OF THE CENTER-LINE OF THE ROAD.  SET IN A 4 FOOT BY 2.6
 QB0495'FOOT BOULDER 1.6 FEET ABOVE THE GROUND.  WHITE B M AND ARROWS ON FACE
 QB0495'OF BOULDER.
 QB0495
 QB0495                          STATION RECOVERY (1983)
 QB0495
 QB0495'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 QB0495'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0735 ***********************************************************************
 RA0735  DESIGNATION -  C 394
 RA0735  PID         -  RA0735
 RA0735  STATE/COUNTY-  OR/BAKER
 RA0735  USGS QUAD   -  DEADMAN POINT (1990)
 RA0735
 RA0735                         *CURRENT SURVEY CONTROL
 RA0735  ___________________________________________________________________
 RA0735* NAD 83(1986)-  45 00 10.     (N)    117 05 02.     (W)     SCALED    
 RA0735* NAVD 88     -      1524.646  (meters)    5002.11   (feet)  ADJUSTED  
 RA0735  ___________________________________________________________________
 RA0735  GEOID HEIGHT-         -15.81  (meters)                     GEOID03
 RA0735  DYNAMIC HT  -        1524.037 (meters)    5000.11  (feet)  COMP
 RA0735  MODELED GRAV-     980,163.9   (mgal)                       NAVD 88
 RA0735
 RA0735  VERT ORDER  -  SECOND    CLASS 0
 RA0735
 RA0735.The horizontal coordinates were scaled from a topographic map and have
 RA0735.an estimated accuracy of +/- 6 seconds.
 RA0735
 RA0735.The orthometric height was determined by differential leveling
 RA0735.and adjusted in June 1991.
 RA0735
 RA0735.The geoid height was determined by GEOID03.
 RA0735
 RA0735.The dynamic height is computed by dividing the NAVD 88
 RA0735.geopotential number by the normal gravity value computed on the
 RA0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0735.degrees latitude (g = 980.6199 gals.).
 RA0735
 RA0735.The modeled gravity was interpolated from observed gravity values.
 RA0735
 RA0735;                    North         East    Units  Estimated Accuracy
 RA0735;SPC OR N     -   154,160.    2,769,230.      MT  (+/- 180 meters Scaled)
 RA0735
 RA0735                          SUPERSEDED SURVEY CONTROL
 RA0735
 RA0735  NGVD 29 (??/??/92) 1523.440  (m)         4998.15   (f) ADJ UNCH    2 0
 RA0735
 RA0735.Superseded values are not recommended for survey control.
 RA0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0735.See file dsdata.txt to determine how the superseded data were derived.
 RA0735
 RA0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK933832(NAD 83)
 RA0735_MARKER: DB = BENCH MARK DISK
 RA0735_SETTING: 80 = SET IN A BOULDER
 RA0735_SP_SET: BOULDER
 RA0735_STAMPING: C 394 1945
 RA0735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0735+STABILITY: SURFACE MOTION
 RA0735
 RA0735  HISTORY     - Date     Condition        Report By
 RA0735  HISTORY     - 1945     MONUMENTED       CGS
 RA0735
 RA0735                          STATION DESCRIPTION
 RA0735
 RA0735'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RA0735'12.3 MI N FROM HALFWAY.
 RA0735'12.3 MILES NORTH OF THE POST OFFICE BY ROAD.  ALONG THE HALFWAY TO
 RA0735'FISH LAKE ROAD.  5.7 MILES NORTH OF THE INTERSECTION OF THE LAKE FORK
 RA0735'ROAD AND THE FISH LAKE ROAD.  ON THE INSIDE OF A CURVE.  0.1 MILE
 RA0735'NORTH OF A BRIDGE OVER CLARKS CREEK.  40 FEET SOUTH OF THE CENTER-LINE
 RA0735'OF THE ROAD.  AT A POINT WHERE THE ROAD STARTS UPGRADE. 27 FEET EAST
 RA0735'OF A DRY CREEK BED.  20 FEET NORTH OF A LARGE PINE TREE. IN A RAVINE.
 RA0735'SET IN A BOULDER 6.5 FEET BY 3 FEET.  1.5 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0504 ***********************************************************************
 RC0504  DESIGNATION -  C 395
 RC0504  PID         -  RC0504
 RC0504  STATE/COUNTY-  OR/SHERMAN
 RC0504  USGS QUAD   -  GRASS VALLEY (1962)
 RC0504
 RC0504                         *CURRENT SURVEY CONTROL
 RC0504  ___________________________________________________________________
 RC0504* NAD 83(1986)-  45 19 20.     (N)    120 47 21.     (W)     SCALED    
 RC0504* NAVD 88     -       725.102  (meters)    2378.94   (feet)  ADJUSTED  
 RC0504  ___________________________________________________________________
 RC0504  GEOID HEIGHT-         -20.99  (meters)                     GEOID03
 RC0504  DYNAMIC HT  -         724.988 (meters)    2378.56  (feet)  COMP
 RC0504  MODELED GRAV-     980,435.7   (mgal)                       NAVD 88
 RC0504
 RC0504  VERT ORDER  -  SECOND    CLASS 0
 RC0504
 RC0504.The horizontal coordinates were scaled from a topographic map and have
 RC0504.an estimated accuracy of +/- 6 seconds.
 RC0504
 RC0504.The orthometric height was determined by differential leveling
 RC0504.and adjusted in June 1991.
 RC0504
 RC0504.The geoid height was determined by GEOID03.
 RC0504
 RC0504.The dynamic height is computed by dividing the NAVD 88
 RC0504.geopotential number by the normal gravity value computed on the
 RC0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0504.degrees latitude (g = 980.6199 gals.).
 RC0504
 RC0504.The modeled gravity was interpolated from observed gravity values.
 RC0504
 RC0504;                    North         East    Units  Estimated Accuracy
 RC0504;SPC OR N     -   184,010.    2,477,330.      MT  (+/- 180 meters Scaled)
 RC0504
 RC0504                          SUPERSEDED SURVEY CONTROL
 RC0504
 RC0504  NGVD 29 (??/??/92)  724.070  (m)         2375.55   (f) ADJ UNCH    2 0
 RC0504
 RC0504.Superseded values are not recommended for survey control.
 RC0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0504.See file dsdata.txt to determine how the superseded data were derived.
 RC0504
 RC0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR732211(NAD 83)
 RC0504_MARKER: DD = SURVEY DISK
 RC0504_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RC0504_SP_SET: CULVERT
 RC0504_STAMPING: C 395
 RC0504_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC0504
 RC0504  HISTORY     - Date     Condition        Report By
 RC0504  HISTORY     - UNK      MONUMENTED       ORDT
 RC0504  HISTORY     - 1961     GOOD             NGS
 RC0504
 RC0504                          STATION DESCRIPTION
 RC0504
 RC0504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RC0504'2 MI SW FROM GRASS VALLEY.
 RC0504'FROM THE INTERSECTION OF U.S. HIGHWAY 97 AND STATE HIGHWAY 216 AT THE
 RC0504'SOUTHEAST EDGE OF GRASS VALLEY GO SOUTHWEST ON U.S. HIGHWAY 97 FOR 2.0
 RC0504'MILES TO A CULVERT THAT IS ABOUT 100-FEET SOUTH OF A FARM ROAD LEADING
 RC0504'WEST TO A FRAME HOUSE, 11.5 FEET EAST OF THE CENTER LINE OF THE
 RC0504'HIGHWAY, SET IN TOP AND CENTER OF A CONCRETE HEADWALL OF A 3-FOOT IRON
 RC0504'PIPE CULVERT UNDER THE HIGHWAY, ABOUT 0.4 FOOT ABOVE THE SURFACE OF
 RC0504'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1121 ***********************************************************************
 RC1121  DESIGNATION -  C 396
 RC1121  PID         -  RC1121
 RC1121  STATE/COUNTY-  OR/WASCO
 RC1121  USGS QUAD   -  DANT (1962)
 RC1121
 RC1121                         *CURRENT SURVEY CONTROL
 RC1121  ___________________________________________________________________
 RC1121* NAD 83(1986)-  45 04 29.     (N)    121 06 40.     (W)     SCALED    
 RC1121* NAVD 88     -       295.926  (meters)     970.88   (feet)  ADJUSTED  
 RC1121  ___________________________________________________________________
 RC1121  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 RC1121  DYNAMIC HT  -         295.862 (meters)     970.67  (feet)  COMP
 RC1121  MODELED GRAV-     980,397.9   (mgal)                       NAVD 88
 RC1121
 RC1121  VERT ORDER  -  SECOND    CLASS 0
 RC1121
 RC1121.The horizontal coordinates were scaled from a topographic map and have
 RC1121.an estimated accuracy of +/- 6 seconds.
 RC1121
 RC1121.The orthometric height was determined by differential leveling
 RC1121.and adjusted in June 1991.
 RC1121
 RC1121.The geoid height was determined by GEOID03.
 RC1121
 RC1121.The dynamic height is computed by dividing the NAVD 88
 RC1121.geopotential number by the normal gravity value computed on the
 RC1121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1121.degrees latitude (g = 980.6199 gals.).
 RC1121
 RC1121.The modeled gravity was interpolated from observed gravity values.
 RC1121
 RC1121;                    North         East    Units  Estimated Accuracy
 RC1121;SPC OR N     -   156,650.    2,451,880.      MT  (+/- 180 meters Scaled)
 RC1121
 RC1121                          SUPERSEDED SURVEY CONTROL
 RC1121
 RC1121  NGVD 29 (??/??/92)  294.873  (m)          967.43   (f) ADJ UNCH    2 0
 RC1121
 RC1121.Superseded values are not recommended for survey control.
 RC1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1121.See file dsdata.txt to determine how the superseded data were derived.
 RC1121
 RC1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ486929(NAD 83)
 RC1121_MARKER: DB = BENCH MARK DISK
 RC1121_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RC1121_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RC1121_STAMPING: C 396 1946
 RC1121_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC1121
 RC1121  HISTORY     - Date     Condition        Report By
 RC1121  HISTORY     - 1946     MONUMENTED       CGS
 RC1121
 RC1121                          STATION DESCRIPTION
 RC1121
 RC1121'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RC1121'0.2 MI E FROM NENA.
 RC1121'ALONG OREGON TRUNK RAILWAY, 0.2 MILE EAST OF STATION AT NENA, DIRECTLY
 RC1121'ACROSS TRACK FROM THE SIXTH TELEPHONE POLE EAST OF STATION AT NENA, 7
 RC1121'RAILS EAST OF SWITCH STAND AT EAST END OF NENA SIDING, 32.6 FEET SOUTH
 RC1121'OF SOUTH RAIL, 14.0 FEET NORTH OF SOUTH RIGHT-OF-WAY FENCE, 2.0 FEET
 RC1121'WEST OF REFERENCE POST, BRAZED ON TOP OF A 3-INCH CAST IRON SOIL PIPE
 RC1121'AND SET IN CONCRETE, ABOUT 2 FEET BELOW TRACK AND PROJECTING 0.3 FOOT
 RC1121'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0414 ***********************************************************************
 RC0414  DESIGNATION -  C 397
 RC0414  PID         -  RC0414
 RC0414  STATE/COUNTY-  OR/WASCO
 RC0414  USGS QUAD   -  SINAMOX (1962)
 RC0414
 RC0414                         *CURRENT SURVEY CONTROL
 RC0414  ___________________________________________________________________
 RC0414* NAD 83(1986)-  45 18 34.     (N)    120 58 17.     (W)     SCALED    
 RC0414* NAVD 88     -       186.939  (meters)     613.32   (feet)  ADJUSTED  
 RC0414  ___________________________________________________________________
 RC0414  GEOID HEIGHT-         -21.24  (meters)                     GEOID03
 RC0414  DYNAMIC HT  -         186.908 (meters)     613.21  (feet)  COMP
 RC0414  MODELED GRAV-     980,450.8   (mgal)                       NAVD 88
 RC0414
 RC0414  VERT ORDER  -  SECOND    CLASS 0
 RC0414
 RC0414.The horizontal coordinates were scaled from a topographic map and have
 RC0414.an estimated accuracy of +/- 6 seconds.
 RC0414
 RC0414.The orthometric height was determined by differential leveling
 RC0414.and adjusted in June 1991.
 RC0414
 RC0414.The geoid height was determined by GEOID03.
 RC0414
 RC0414.The dynamic height is computed by dividing the NAVD 88
 RC0414.geopotential number by the normal gravity value computed on the
 RC0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0414.degrees latitude (g = 980.6199 gals.).
 RC0414
 RC0414.The modeled gravity was interpolated from observed gravity values.
 RC0414
 RC0414;                    North         East    Units  Estimated Accuracy
 RC0414;SPC OR N     -   182,660.    2,463,040.      MT  (+/- 180 meters Scaled)
 RC0414
 RC0414                          SUPERSEDED SURVEY CONTROL
 RC0414
 RC0414  NGVD 29 (??/??/92)  185.909  (m)          609.94   (f) ADJ UNCH    2 0
 RC0414
 RC0414.Superseded values are not recommended for survey control.
 RC0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0414.See file dsdata.txt to determine how the superseded data were derived.
 RC0414
 RC0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR590193(NAD 83)
 RC0414_MARKER: DB = BENCH MARK DISK
 RC0414_SETTING: 66 = SET IN ROCK OUTCROP
 RC0414_SP_SET: ROCK CLIFF
 RC0414_STAMPING: C 397 1946
 RC0414_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RC0414+STABILITY: POSITION/ELEVATION WELL
 RC0414
 RC0414  HISTORY     - Date     Condition        Report By
 RC0414  HISTORY     - 1946     MONUMENTED       CGS
 RC0414
 RC0414                          STATION DESCRIPTION
 RC0414
 RC0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RC0414'1.0 MI E FROM OAKBROOK.
 RC0414'ALONG OREGON TRUNK RAILWAY, 1.0 MILE EAST OF STATION AT OAKBROOK
 RC0414'SIDING, 10 - 33-FOOT RAILS EAST OF AND ACROSS TRACK FROM SWITCH STAND
 RC0414'AT EAST END OF OAKBROOK SIDING, 4 1/2 - 33-FOOT RAILS WEST OF CULVERT
 RC0414'NO. T 38.56 UNDER TRACK, 18.0 FEET NORTH OF NORTH RAIL, ABOUT MIDWAY
 RC0414'OF AND ACROSS TRACK FROM A LARGE ROCK FILL BETWEEN TRACK AND DESCHUTES
 RC0414'RIVER, SET IN LEDGE OF ROCK CLIFF ABOUT 6 FEET ABOVE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0633 ***********************************************************************
 RC0633  DESIGNATION -  C 398
 RC0633  PID         -  RC0633
 RC0633  STATE/COUNTY-  OR/WASCO
 RC0633  USGS QUAD   -  EMERSON (1994)
 RC0633
 RC0633                         *CURRENT SURVEY CONTROL
 RC0633  ___________________________________________________________________
 RC0633* NAD 83(1986)-  45 31 33.     (N)    120 52 51.     (W)     SCALED    
 RC0633* NAVD 88     -       100.258  (meters)     328.93   (feet)  ADJUSTED  
 RC0633  ___________________________________________________________________
 RC0633  GEOID HEIGHT-         -21.31  (meters)                     GEOID03
 RC0633  DYNAMIC HT  -         100.249 (meters)     328.90  (feet)  COMP
 RC0633  MODELED GRAV-     980,527.4   (mgal)                       NAVD 88
 RC0633
 RC0633  VERT ORDER  -  SECOND    CLASS 0
 RC0633
 RC0633.The horizontal coordinates were scaled from a topographic map and have
 RC0633.an estimated accuracy of +/- 6 seconds.
 RC0633
 RC0633.The orthometric height was determined by differential leveling
 RC0633.and adjusted in June 1991.
 RC0633
 RC0633.The geoid height was determined by GEOID03.
 RC0633
 RC0633.The dynamic height is computed by dividing the NAVD 88
 RC0633.geopotential number by the normal gravity value computed on the
 RC0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0633.degrees latitude (g = 980.6199 gals.).
 RC0633
 RC0633.The modeled gravity was interpolated from observed gravity values.
 RC0633
 RC0633;                    North         East    Units  Estimated Accuracy
 RC0633;SPC OR N     -   206,670.    2,470,250.      MT  (+/- 180 meters Scaled)
 RC0633
 RC0633                          SUPERSEDED SURVEY CONTROL
 RC0633
 RC0633  NGVD 29 (??/??/92)   99.251  (m)          325.63   (f) ADJ UNCH    2 0
 RC0633
 RC0633.Superseded values are not recommended for survey control.
 RC0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0633.See file dsdata.txt to determine how the superseded data were derived.
 RC0633
 RC0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR654435(NAD 83)
 RC0633_MARKER: DB = BENCH MARK DISK
 RC0633_SETTING: 80 = SET IN A BOULDER
 RC0633_SP_SET: BOULDER
 RC0633_STAMPING: C 398 1946
 RC0633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0633+STABILITY: SURFACE MOTION
 RC0633
 RC0633  HISTORY     - Date     Condition        Report By
 RC0633  HISTORY     - 1946     MONUMENTED       CGS
 RC0633
 RC0633                          STATION DESCRIPTION
 RC0633
 RC0633'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RC0633'12.25 MI N FROM DIKE.
 RC0633'ALONG OREGON TRUNK RAILWAY, 12.25 MILES NORTH OF STATION AT DIKE, 4.05
 RC0633'MILES NORTH OF SIGN BOARD AND TELEPHONE BOOTH AT LOCKIT SIDING, 6 -
 RC0633'33-FOOT RAILS SOUTHEAST OF CULVERT NO. T13.36, 77.5 FEET NORTHEAST OF
 RC0633'NORTHEAST RAIL, 30.5 FEET NORTHEAST OF NORTHEAST RIGHT-OF-WAY FENCE,
 RC0633'SET IN TOP OF LARGEST AND MOST PROMINENT BOULDER ON NORTHEAST SLOPE OF
 RC0633'NORTHEAST BANK OF A SHALLOW CUT, ABOUT 11 FEET BELOW TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0516 ***********************************************************************
 RA0516  DESIGNATION -  C 399
 RA0516  PID         -  RA0516
 RA0516  STATE/COUNTY-  OR/WALLOWA
 RA0516  USGS QUAD   -  DEADHORSE RIDGE (1963)
 RA0516
 RA0516                         *CURRENT SURVEY CONTROL
 RA0516  ___________________________________________________________________
 RA0516* NAD 83(1986)-  45 47 16.     (N)    116 45 04.     (W)     SCALED    
 RA0516* NAVD 88     -       332.507  (meters)    1090.90   (feet)  ADJUSTED  
 RA0516  ___________________________________________________________________
 RA0516  GEOID HEIGHT-         -16.55  (meters)                     GEOID03
 RA0516  DYNAMIC HT  -         332.457 (meters)    1090.74  (feet)  COMP
 RA0516  MODELED GRAV-     980,461.0   (mgal)                       NAVD 88
 RA0516
 RA0516  VERT ORDER  -  SECOND    CLASS 0
 RA0516
 RA0516.The horizontal coordinates were scaled from a topographic map and have
 RA0516.an estimated accuracy of +/- 6 seconds.
 RA0516
 RA0516.The orthometric height was determined by differential leveling
 RA0516.and adjusted in June 1991.
 RA0516
 RA0516.The geoid height was determined by GEOID03.
 RA0516
 RA0516.The dynamic height is computed by dividing the NAVD 88
 RA0516.geopotential number by the normal gravity value computed on the
 RA0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0516.degrees latitude (g = 980.6199 gals.).
 RA0516
 RA0516.The modeled gravity was interpolated from observed gravity values.
 RA0516
 RA0516;                    North         East    Units  Estimated Accuracy
 RA0516;SPC OR N     -   242,470.    2,791,390.      MT  (+/- 180 meters Scaled)
 RA0516
 RA0516                          SUPERSEDED SURVEY CONTROL
 RA0516
 RA0516  NGVD 29 (??/??/92)  331.414  (m)         1087.31   (f) ADJ UNCH    2 0
 RA0516
 RA0516.Superseded values are not recommended for survey control.
 RA0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0516.See file dsdata.txt to determine how the superseded data were derived.
 RA0516
 RA0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL193704(NAD 83)
 RA0516_MARKER: DB = BENCH MARK DISK
 RA0516_SETTING: 80 = SET IN A BOULDER
 RA0516_SP_SET: BOULDER
 RA0516_STAMPING: C 399 1945
 RA0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0516+STABILITY: SURFACE MOTION
 RA0516
 RA0516  HISTORY     - Date     Condition        Report By
 RA0516  HISTORY     - 1945     MONUMENTED       CGS
 RA0516
 RA0516                          STATION DESCRIPTION
 RA0516
 RA0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RA0516'2.15 MI S FROM MOUTH OF IMNAHA RIVER.
 RA0516'2.15 MILES SOUTH ALONG THE WEST BANK OF THE IMNAHA RIVER FROM THE
 RA0516'MOUTH AT THE SNAKE RIVER, SET ON THE SOUTHWEST BANK OF RIVER, ABOUT
 RA0516'125 FEET NORTHWEST OF A VERY LARGE BOULDER LOCATED ON THE NORTHEAST
 RA0516'BANK OF RIVER, ABOUT 60 FEET NORTHEAST OF THE TRAIL.  BRONZE BENCH
 RA0516'MARK DISK SET IN TOP OF A LARGE BOULDER WHICH LIES OUT INTO THE RIVER.
 RA0516'ABOVE HIGH WATER LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0589 ***********************************************************************
 QD0589  DESIGNATION -  C 4
 QD0589  PID         -  QD0589
 QD0589  STATE/COUNTY-  OR/JEFFERSON
 QD0589  USGS QUAD   -  ROUND BUTTE DAM (1992)
 QD0589
 QD0589                         *CURRENT SURVEY CONTROL
 QD0589  ___________________________________________________________________
 QD0589* NAD 83(1986)-  44 32 25.     (N)    121 15 53.     (W)     SCALED    
 QD0589* NAVD 88     -       538.684  (meters)    1767.33   (feet)  ADJUSTED  
 QD0589  ___________________________________________________________________
 QD0589  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 QD0589  DYNAMIC HT  -         538.528 (meters)    1766.82  (feet)  COMP
 QD0589  MODELED GRAV-     980,313.0   (mgal)                       NAVD 88
 QD0589
 QD0589  VERT ORDER  -  SECOND    CLASS 0
 QD0589
 QD0589.The horizontal coordinates were scaled from a topographic map and have
 QD0589.an estimated accuracy of +/- 6 seconds.
 QD0589
 QD0589.The orthometric height was determined by differential leveling
 QD0589.and adjusted in June 1991.
 QD0589
 QD0589.The geoid height was determined by GEOID03.
 QD0589
 QD0589.The dynamic height is computed by dividing the NAVD 88
 QD0589.geopotential number by the normal gravity value computed on the
 QD0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0589.degrees latitude (g = 980.6199 gals.).
 QD0589
 QD0589.The modeled gravity was interpolated from observed gravity values.
 QD0589
 QD0589;                    North         East    Units  Estimated Accuracy
 QD0589;SPC OR N     -    97,370.    2,439,230.      MT  (+/- 180 meters Scaled)
 QD0589
 QD0589                          SUPERSEDED SURVEY CONTROL
 QD0589
 QD0589  NGVD 29 (??/??/92)  537.582  (m)         1763.72   (f) ADJ UNCH    2 0
 QD0589
 QD0589.Superseded values are not recommended for survey control.
 QD0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0589.See file dsdata.txt to determine how the superseded data were derived.
 QD0589
 QD0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ378333(NAD 83)
 QD0589_MARKER: DD = SURVEY DISK
 QD0589_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QD0589_SP_SET: ABUTMENT
 QD0589_STAMPING: C 4 1764
 QD0589_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QD0589
 QD0589  HISTORY     - Date     Condition        Report By
 QD0589  HISTORY     - UNK      MONUMENTED       USGS
 QD0589  HISTORY     - 1946     GOOD             NGS
 QD0589
 QD0589                          STATION DESCRIPTION
 QD0589
 QD0589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 QD0589'0.3 MI S FROM THE COVE.
 QD0589'ALONG CROOKED RIVER, ABOUT 0.3 MILE SOUTH OF THE COVE PLANT OF PACIFIC
 QD0589'POWER AND LIGHT CO., SET IN WEST CONCRETE ABUTMENT OF CANAL HEADWORKS,
 QD0589'AT SOUTHWEST CORNER OF SMALL SHED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1019 ***********************************************************************
 QD1019  DESIGNATION -  C 4
 QD1019  PID         -  QD1019
 QD1019  STATE/COUNTY-  OR/DESCHUTES
 QD1019  USGS QUAD   -  BLACK CRATER (1988)
 QD1019
 QD1019                         *CURRENT SURVEY CONTROL
 QD1019  ___________________________________________________________________
 QD1019* NAD 83(1986)-  44 18 35.     (N)    121 38 03.     (W)     SCALED    
 QD1019* NAVD 88     -      1044.107  (meters)    3425.54   (feet)  POSTED    
 QD1019  ___________________________________________________________________
 QD1019  GEOID HEIGHT-         -21.23  (meters)                     GEOID03
 QD1019  DYNAMIC HT  -        1043.730 (meters)    3424.30  (feet)  COMP
 QD1019  MODELED GRAV-     980,222.2   (mgal)                       NAVD 88
 QD1019
 QD1019  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 QD1019
 QD1019.The horizontal coordinates were scaled from a topographic map and have
 QD1019.an estimated accuracy of +/- 6 seconds.
 QD1019
 QD1019.The orthometric height was determined by differential leveling
 QD1019.and adjusted by the  in 1992.
 QD1019.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 QD1019.rate of 1.1 thru 2.0 mm/km.
 QD1019
 QD1019.The geoid height was determined by GEOID03.
 QD1019
 QD1019.The dynamic height is computed by dividing the NAVD 88
 QD1019.geopotential number by the normal gravity value computed on the
 QD1019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1019.degrees latitude (g = 980.6199 gals.).
 QD1019
 QD1019.The modeled gravity was interpolated from observed gravity values.
 QD1019
 QD1019;                    North         East    Units  Estimated Accuracy
 QD1019;SPC OR S     -   294,230.    1,409,500.      MT  (+/- 180 meters Scaled)
 QD1019
 QD1019                          SUPERSEDED SURVEY CONTROL
 QD1019
 QD1019  NGVD 29 (??/??/92) 1042.942  (m)         3421.72   (f) ADJ UNCH    1 2
 QD1019
 QD1019.Superseded values are not recommended for survey control.
 QD1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1019.See file dsdata.txt to determine how the superseded data were derived.
 QD1019
 QD1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ089071(NAD 83)
 QD1019_MARKER: DD = SURVEY DISK
 QD1019_SETTING: 66 = SET IN ROCK OUTCROP
 QD1019_SP_SET: LAVA ROCK
 QD1019_STAMPING: C 4 26
 QD1019_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QD1019+STABILITY: POSITION/ELEVATION WELL
 QD1019
 QD1019  HISTORY     - Date     Condition        Report By
 QD1019  HISTORY     - UNK      MONUMENTED       BPR
 QD1019  HISTORY     - 1943     GOOD             NGS
 QD1019
 QD1019                          STATION DESCRIPTION
 QD1019
 QD1019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QD1019'4.5 MI W FROM SISTERS.
 QD1019'ABOUT 4.5 MILES WEST ALONG U.S. HIGHWAY 28 FROM THE POST OFFICE AT
 QD1019'SISTERS, DESCHUTES COUNTY, SET ON THE OUTSIDE OF A CURVE IN THE TOP OF
 QD1019'A LAVA ROCK, 211 FEET WEST OF SIGN COLD SPRINGS DRINKING WATER, 32.8
 QD1019'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 8.0 FEET SOUTH OF A
 QD1019'3-INCH PINE, 2.6 FEET SOUTHWEST OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0294 ***********************************************************************
 RC0294  DESIGNATION -  C 40
 RC0294  PID         -  RC0294
 RC0294  STATE/COUNTY-  OR/GILLIAM
 RC0294  USGS QUAD   -  CONDON (1987)
 RC0294
 RC0294                         *CURRENT SURVEY CONTROL
 RC0294  ___________________________________________________________________
 RC0294* NAD 83(1986)-  45 14 08.     (N)    120 11 06.     (W)     SCALED    
 RC0294* NAVD 88     -       868.030  (meters)    2847.86   (feet)  ADJUSTED  
 RC0294  ___________________________________________________________________
 RC0294  GEOID HEIGHT-         -20.50  (meters)                     GEOID03
 RC0294  DYNAMIC HT  -         867.859 (meters)    2847.30  (feet)  COMP
 RC0294  MODELED GRAV-     980,390.3   (mgal)                       NAVD 88
 RC0294
 RC0294  VERT ORDER  -  FIRST     CLASS II
 RC0294
 RC0294.The horizontal coordinates were scaled from a topographic map and have
 RC0294.an estimated accuracy of +/- 6 seconds.
 RC0294
 RC0294.The orthometric height was determined by differential leveling
 RC0294.and adjusted in June 1991.
 RC0294.WARNING-Repeat measurements at this control monument indicate possible
 RC0294.vertical movement.
 RC0294
 RC0294.The geoid height was determined by GEOID03.
 RC0294
 RC0294.The dynamic height is computed by dividing the NAVD 88
 RC0294.geopotential number by the normal gravity value computed on the
 RC0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0294.degrees latitude (g = 980.6199 gals.).
 RC0294
 RC0294.The modeled gravity was interpolated from observed gravity values.
 RC0294
 RC0294;                    North         East    Units  Estimated Accuracy
 RC0294;SPC OR N     -   174,390.    2,524,730.      MT  (+/- 180 meters Scaled)
 RC0294
 RC0294                          SUPERSEDED SURVEY CONTROL
 RC0294
 RC0294  NGVD 29 (??/??/92)  866.938  (m)         2844.28   (f) ADJ UNCH    1 2
 RC0294
 RC0294.Superseded values are not recommended for survey control.
 RC0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0294.See file dsdata.txt to determine how the superseded data were derived.
 RC0294
 RC0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGR209129(NAD 83)
 RC0294_MARKER: DD = SURVEY DISK
 RC0294_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RC0294_SP_SET: CURB
 RC0294_STAMPING: 2844 C 40 1930
 RC0294_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC0294
 RC0294  HISTORY     - Date     Condition        Report By
 RC0294  HISTORY     - 1930     MONUMENTED       PG+E
 RC0294  HISTORY     - 1963     GOOD             NGS
 RC0294
 RC0294                          STATION DESCRIPTION
 RC0294
 RC0294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 RC0294'IN CONDON.
 RC0294'AT CONDON IN THE CURB OF THE SIDEWALK IN FRONT OF THE CONDON HOTEL, 40
 RC0294'FEET SOUTH OF THE CENTER OF GILLIAM STREET, 30 FEET EAST OF THE CENTER
 RC0294'OF MAIN STREET, 10 FEET WEST OF THE FACE OF THE HOTEL AND 8 FEET SOUTH
 RC0294'OF A LIGHT POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0523 ***********************************************************************
 RA0523  DESIGNATION -  C 400
 RA0523  PID         -  RA0523
 RA0523  STATE/COUNTY-  OR/WALLOWA
 RA0523  USGS QUAD   -  IMNAHA (1990)
 RA0523
 RA0523                         *CURRENT SURVEY CONTROL
 RA0523  ___________________________________________________________________
 RA0523* NAD 83(1986)-  45 31 31.     (N)    116 48 56.     (W)     SCALED    
 RA0523* NAVD 88     -       654.054  (meters)    2145.84   (feet)  ADJUSTED  
 RA0523  ___________________________________________________________________
 RA0523  GEOID HEIGHT-         -15.86  (meters)                     GEOID03
 RA0523  DYNAMIC HT  -         653.921 (meters)    2145.41  (feet)  COMP
 RA0523  MODELED GRAV-     980,391.3   (mgal)                       NAVD 88
 RA0523
 RA0523  VERT ORDER  -  SECOND    CLASS 0
 RA0523
 RA0523.The horizontal coordinates were scaled from a topographic map and have
 RA0523.an estimated accuracy of +/- 6 seconds.
 RA0523
 RA0523.The orthometric height was determined by differential leveling
 RA0523.and adjusted in June 1991.
 RA0523
 RA0523.The geoid height was determined by GEOID03.
 RA0523
 RA0523.The dynamic height is computed by dividing the NAVD 88
 RA0523.geopotential number by the normal gravity value computed on the
 RA0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0523.degrees latitude (g = 980.6199 gals.).
 RA0523
 RA0523.The modeled gravity was interpolated from observed gravity values.
 RA0523
 RA0523;                    North         East    Units  Estimated Accuracy
 RA0523;SPC OR N     -   213,100.    2,787,720.      MT  (+/- 180 meters Scaled)
 RA0523
 RA0523                          SUPERSEDED SURVEY CONTROL
 RA0523
 RA0523  NGVD 29 (??/??/92)  652.908  (m)         2142.08   (f) ADJ UNCH    2 0
 RA0523
 RA0523.Superseded values are not recommended for survey control.
 RA0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0523.See file dsdata.txt to determine how the superseded data were derived.
 RA0523
 RA0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL144413(NAD 83)
 RA0523_MARKER: DB = BENCH MARK DISK
 RA0523_SETTING: 66 = SET IN ROCK OUTCROP
 RA0523_SP_SET: ROCK OUTCROP
 RA0523_STAMPING: C 400 1945
 RA0523_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA0523+STABILITY: POSITION/ELEVATION WELL
 RA0523
 RA0523  HISTORY     - Date     Condition        Report By
 RA0523  HISTORY     - 1945     MONUMENTED       CGS
 RA0523
 RA0523                          STATION DESCRIPTION
 RA0523
 RA0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RA0523'2.9 MI S FROM IMNAHA.
 RA0523'2.9 MILES SOUTH ALONG THE UPPER IMNAHA ROAD FROM THE POST OFFICE AT
 RA0523'IMNAHA, ABOUT 0.1 MILE NORTH OF MILEPOST NO. 3, SET IN THE TOP OF A
 RA0523'ROCK OUTCROP, AT THE SOUTH END OF A SMALL CUT IN ROAD, 30 FEET EAST OF
 RA0523'CENTER-LINE OF ROAD, 15 FEET EAST OF THE FENCE, ABOUT 1 FOOT ABOVE
 RA0523'ROAD LEVEL AND ABOUT LEVEL WITH THE GROUND.  BRONZE BENCH MARK DISK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0498 ***********************************************************************
 RA0498  DESIGNATION -  C 401
 RA0498  PID         -  RA0498
 RA0498  STATE/COUNTY-  OR/WALLOWA
 RA0498  USGS QUAD   -  IMNAHA (1990)
 RA0498
 RA0498                         *CURRENT SURVEY CONTROL
 RA0498  ___________________________________________________________________
 RA0498* NAD 83(1986)-  45 36 19.     (N)    116 50 32.     (W)     SCALED    
 RA0498* NAVD 88     -       563.479  (meters)    1848.68   (feet)  ADJUSTED  
 RA0498  ___________________________________________________________________
 RA0498  GEOID HEIGHT-         -16.05  (meters)                     GEOID03
 RA0498  DYNAMIC HT  -         563.386 (meters)    1848.38  (feet)  COMP
 RA0498  MODELED GRAV-     980,434.7   (mgal)                       NAVD 88
 RA0498
 RA0498  VERT ORDER  -  SECOND    CLASS 0
 RA0498
 RA0498.The horizontal coordinates were scaled from a topographic map and have
 RA0498.an estimated accuracy of +/- 6 seconds.
 RA0498
 RA0498.The orthometric height was determined by differential leveling
 RA0498.and adjusted in June 1991.
 RA0498
 RA0498.The geoid height was determined by GEOID03.
 RA0498
 RA0498.The dynamic height is computed by dividing the NAVD 88
 RA0498.geopotential number by the normal gravity value computed on the
 RA0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0498.degrees latitude (g = 980.6199 gals.).
 RA0498
 RA0498.The modeled gravity was interpolated from observed gravity values.
 RA0498
 RA0498;                    North         East    Units  Estimated Accuracy
 RA0498;SPC OR N     -   221,880.    2,785,230.      MT  (+/- 180 meters Scaled)
 RA0498
 RA0498                          SUPERSEDED SURVEY CONTROL
 RA0498
 RA0498  NGVD 29 (??/??/92)  562.355  (m)         1844.99   (f) ADJ UNCH    2 0
 RA0498
 RA0498.Superseded values are not recommended for survey control.
 RA0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0498.See file dsdata.txt to determine how the superseded data were derived.
 RA0498
 RA0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL123502(NAD 83)
 RA0498_MARKER: DB = BENCH MARK DISK
 RA0498_SETTING: 80 = SET IN A BOULDER
 RA0498_SP_SET: BOULDER
 RA0498_STAMPING: C 401 1945
 RA0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0498+STABILITY: SURFACE MOTION
 RA0498
 RA0498  HISTORY     - Date     Condition        Report By
 RA0498  HISTORY     - 1945     MONUMENTED       CGS
 RA0498  HISTORY     - 1954     MARK NOT FOUND   NGS
 RA0498  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RA0498
 RA0498                          STATION DESCRIPTION
 RA0498
 RA0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RA0498'3.4 MI N FROM IMNAHA.
 RA0498'3.4 MILES NORTH ALONG THE LOWER IMNAHA ROAD FROM THE POST OFFICE AT
 RA0498'IMNAHA, SET IN THE TOP OF A BOULDER, ON THE WEST SLOPE OF HILL, ABOUT
 RA0498'300 FEET SOUTH OF A CURVE, 25 FEET EAST OF CENTER-LINE OF ROAD, 18
 RA0498'FEET WEST OF THE FENCE, ABOUT 5 FEET ABOVE ROAD LEVEL.  BRONZE BENCH
 RA0498'MARK DISK.
 RA0498
 RA0498                          STATION RECOVERY (1954)
 RA0498
 RA0498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 RA0498'MARK NOT FOUND.
 RA0498
 RA0498                          STATION RECOVERY (1987)
 RA0498
 RA0498'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBD)
 RA0498'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0393 ***********************************************************************
 RA0393  DESIGNATION -  C 403
 RA0393  PID         -  RA0393
 RA0393  STATE/COUNTY-  OR/WALLOWA
 RA0393  USGS QUAD   -  PUDERBAUGH RIDGE (1990)
 RA0393
 RA0393                         *CURRENT SURVEY CONTROL
 RA0393  ___________________________________________________________________
 RA0393* NAD 83(1986)-  45 13 11.     (N)    116 51 29.     (W)     SCALED    
 RA0393* NAVD 88     -      1105.729  (meters)    3627.71   (feet)  ADJUSTED  
 RA0393  ___________________________________________________________________
 RA0393  GEOID HEIGHT-         -15.44  (meters)                     GEOID03
 RA0393  DYNAMIC HT  -        1105.398 (meters)    3626.63  (feet)  COMP
 RA0393  MODELED GRAV-     980,279.4   (mgal)                       NAVD 88
 RA0393
 RA0393  VERT ORDER  -  SECOND    CLASS 0
 RA0393
 RA0393.The horizontal coordinates were scaled from a topographic map and have
 RA0393.an estimated accuracy of +/- 6 seconds.
 RA0393
 RA0393.The orthometric height was determined by differential leveling
 RA0393.and adjusted in June 1991.
 RA0393
 RA0393.The geoid height was determined by GEOID03.
 RA0393
 RA0393.The dynamic height is computed by dividing the NAVD 88
 RA0393.geopotential number by the normal gravity value computed on the
 RA0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0393.degrees latitude (g = 980.6199 gals.).
 RA0393
 RA0393.The modeled gravity was interpolated from observed gravity values.
 RA0393
 RA0393;                    North         East    Units  Estimated Accuracy
 RA0393;SPC OR N     -   179,020.    2,785,930.      MT  (+/- 180 meters Scaled)
 RA0393
 RA0393                          SUPERSEDED SURVEY CONTROL
 RA0393
 RA0393  NGVD 29 (??/??/92) 1104.545  (m)         3623.83   (f) ADJ UNCH    2 0
 RA0393
 RA0393.Superseded values are not recommended for survey control.
 RA0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0393.See file dsdata.txt to determine how the superseded data were derived.
 RA0393
 RA0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL111073(NAD 83)
 RA0393_MARKER: DB = BENCH MARK DISK
 RA0393_SETTING: 80 = SET IN A BOULDER
 RA0393_SP_SET: BOULDER
 RA0393_STAMPING: C 403 1945
 RA0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0393+STABILITY: SURFACE MOTION
 RA0393
 RA0393  HISTORY     - Date     Condition        Report By
 RA0393  HISTORY     - 1945     MONUMENTED       CGS
 RA0393
 RA0393                          STATION DESCRIPTION
 RA0393
 RA0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RA0393'27.4 MI S FROM IMNAHA.
 RA0393'27.4 MILES SOUTH ALONG THE UPPER IMNAHA ROAD FROM THE POST OFFICE AT
 RA0393'IMNAHA, SET IN THE TOP OF A BOULDER, ABOUT 200 FEET NORTHWEST OF ROAD,
 RA0393'ABOUT 210 FEET WEST OF PINE TREE WITH TRIANGLE BLAZE ON SOUTHEAST
 RA0393'SIDE, 6 FEET NORTHWEST OF DEAD PINE TREE WITH TRIANGLE BLAZE ON
 RA0393'SOUTHEAST SIDE, ON NORTHWEST EDGE OF CLEARED FIELD, 2 FEET ABOVE
 RA0393'GROUND.  BRONZE BENCH MARK DISK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0962 ***********************************************************************
 QB0962  DESIGNATION -  C 404
 QB0962  PID         -  QB0962
 QB0962  STATE/COUNTY-  OR/BAKER
 QB0962  USGS QUAD   -  VIRTUE FLAT (1994)
 QB0962
 QB0962                         *CURRENT SURVEY CONTROL
 QB0962  ___________________________________________________________________
 QB0962* NAD 83(1986)-  44 48 29.     (N)    117 42 38.     (W)     SCALED    
 QB0962* NAVD 88     -      1087.950  (meters)    3569.38   (feet)  ADJUSTED  
 QB0962  ___________________________________________________________________
 QB0962  GEOID HEIGHT-         -16.99  (meters)                     GEOID03
 QB0962  DYNAMIC HT  -        1087.615 (meters)    3568.28  (feet)  COMP
 QB0962  MODELED GRAV-     980,272.2   (mgal)                       NAVD 88
 QB0962
 QB0962  VERT ORDER  -  SECOND    CLASS 0
 QB0962
 QB0962.The horizontal coordinates were scaled from a topographic map and have
 QB0962.an estimated accuracy of +/- 6 seconds.
 QB0962
 QB0962.The orthometric height was determined by differential leveling
 QB0962.and adjusted in June 1991.
 QB0962
 QB0962.The geoid height was determined by GEOID03.
 QB0962
 QB0962.The dynamic height is computed by dividing the NAVD 88
 QB0962.geopotential number by the normal gravity value computed on the
 QB0962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0962.degrees latitude (g = 980.6199 gals.).
 QB0962
 QB0962.The modeled gravity was interpolated from observed gravity values.
 QB0962
 QB0962;                    North         East    Units  Estimated Accuracy
 QB0962;SPC OR N     -   130,640.    2,720,610.      MT  (+/- 180 meters Scaled)
 QB0962
 QB0962                          SUPERSEDED SURVEY CONTROL
 QB0962
 QB0962  NGVD 29 (??/??/92) 1086.843  (m)         3565.75   (f) ADJ UNCH    2 0
 QB0962
 QB0962.Superseded values are not recommended for survey control.
 QB0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0962.See file dsdata.txt to determine how the superseded data were derived.
 QB0962
 QB0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK438618(NAD 83)
 QB0962_MARKER: DB = BENCH MARK DISK
 QB0962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0962_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0962_STAMPING: C 404 1945
 QB0962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0962+STABILITY: SURFACE MOTION
 QB0962
 QB0962  HISTORY     - Date     Condition        Report By
 QB0962  HISTORY     - 1945     MONUMENTED       CGS
 QB0962  HISTORY     - 19930201 MARK NOT FOUND   USGS-R
 QB0962
 QB0962                          STATION DESCRIPTION
 QB0962
 QB0962'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QB0962'8.0 MI E FROM BAKER.
 QB0962'8.0 MILES EAST ALONG STATE HIGHWAY NO. 86 FROM THE POST OFFICE AT
 QB0962'BAKER, SET IN TOP OF CONCRETE POST PROTRUDING 0.5 FEET ABOVE GROUND
 QB0962'LEVEL, 36 FEET SOUTH OF CENTER-LINE OF HIGHWAY, 50 NORTH OF CENTER OF
 QB0962'OLD ROADBED, AT WEST END OF FILL IN HIGHWAY.
 QB0962
 QB0962                          STATION RECOVERY (1993)
 QB0962
 QB0962'RECOVERY NOTE BY USGS ROCKY MOUNTAIN MAPPING CENTER 1993 (AJ)
 QB0962'EXTENSIVE CONSTRUCTION IN THE AREA
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0869 ***********************************************************************
 RA0869  DESIGNATION -  C 405
 RA0869  PID         -  RA0869
 RA0869  STATE/COUNTY-  OR/UNION
 RA0869  USGS QUAD   -  ELGIN (1995)
 RA0869
 RA0869                         *CURRENT SURVEY CONTROL
 RA0869  ___________________________________________________________________
 RA0869* NAD 83(1986)-  45 35 45.     (N)    117 54 23.     (W)     SCALED    
 RA0869* NAVD 88     -       803.505  (meters)    2636.17   (feet)  ADJUSTED  
 RA0869  ___________________________________________________________________
 RA0869  GEOID HEIGHT-         -18.06  (meters)                     GEOID03
 RA0869  DYNAMIC HT  -         803.340 (meters)    2635.62  (feet)  COMP
 RA0869  MODELED GRAV-     980,383.7   (mgal)                       NAVD 88
 RA0869
 RA0869  VERT ORDER  -  SECOND    CLASS 0
 RA0869
 RA0869.The horizontal coordinates were scaled from a topographic map and have
 RA0869.an estimated accuracy of +/- 6 seconds.
 RA0869
 RA0869.The orthometric height was determined by differential leveling
 RA0869.and adjusted in June 1991.
 RA0869
 RA0869.The geoid height was determined by GEOID03.
 RA0869
 RA0869.The dynamic height is computed by dividing the NAVD 88
 RA0869.geopotential number by the normal gravity value computed on the
 RA0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0869.degrees latitude (g = 980.6199 gals.).
 RA0869
 RA0869.The modeled gravity was interpolated from observed gravity values.
 RA0869
 RA0869;                    North         East    Units  Estimated Accuracy
 RA0869;SPC OR N     -   217,620.    2,702,320.      MT  (+/- 180 meters Scaled)
 RA0869
 RA0869                          SUPERSEDED SURVEY CONTROL
 RA0869
 RA0869  NGVD 29 (??/??/92)  802.400  (m)         2632.54   (f) ADJ UNCH    2 0
 RA0869
 RA0869.Superseded values are not recommended for survey control.
 RA0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0869.See file dsdata.txt to determine how the superseded data were derived.
 RA0869
 RA0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML293495(NAD 83)
 RA0869_MARKER: DB = BENCH MARK DISK
 RA0869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RA0869_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RA0869_STAMPING: C 405 1945
 RA0869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0869+STABILITY: SURFACE MOTION
 RA0869
 RA0869  HISTORY     - Date     Condition        Report By
 RA0869  HISTORY     - 1945     MONUMENTED       CGS
 RA0869
 RA0869                          STATION DESCRIPTION
 RA0869
 RA0869'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RA0869'2.2 MI N FROM ELGIN.
 RA0869'ALONG UNION PACIFIC RAILROAD, 2.2 MILES NORTH OF STATION AT ELGIN, 11
 RA0869'1/4 RAILS NORTH OF CENTER OF BRIDGE NO. 22.67 OVER GORDON CREEK, 5 3/4
 RA0869'RAILS SOUTH OF CULVERT NO. 22.77 UNDER TRACK, 26.8 FEET WEST OF
 RA0869'CENTERLINE OF TRACK, 9.6 FEET SOUTH OF TELEPHONE POLE WITH THREE WHITE
 RA0869'STRIPES PAINTED ON IT (THREE WHITE STRIPES ON POLE DESIGNATE RAILROAD
 RA0869'MILAGE 22 3/4), 2.2 FEET NORTH OF REFERENCE POST, 125 FEET SOUTHWEST
 RA0869'OF EDGE OF WATER IN GRANDE RONDE RIVER, SET IN TOP OF CONCRETE POST
 RA0869'PROJECTING 0.2 FOOT ABOVE GROUND AND ABOUT 4 FEET ABOVE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0835 ***********************************************************************
 RA0835  DESIGNATION -  C 406
 RA0835  PID         -  RA0835
 RA0835  STATE/COUNTY-  OR/UNION
 RA0835  USGS QUAD   -  IMBLER (1994)
 RA0835
 RA0835                         *CURRENT SURVEY CONTROL
 RA0835  ___________________________________________________________________
 RA0835* NAD 83(1986)-  45 23 38.     (N)    117 54 52.     (W)     SCALED    
 RA0835* NAVD 88     -       818.192  (meters)    2684.35   (feet)  ADJUSTED  
 RA0835  ___________________________________________________________________
 RA0835  GEOID HEIGHT-         -17.77  (meters)                     GEOID03
 RA0835  DYNAMIC HT  -         817.999 (meters)    2683.72  (feet)  COMP
 RA0835  MODELED GRAV-     980,354.2   (mgal)                       NAVD 88
 RA0835
 RA0835  VERT ORDER  -  SECOND    CLASS 0
 RA0835
 RA0835.The horizontal coordinates were scaled from a topographic map and have
 RA0835.an estimated accuracy of +/- 6 seconds.
 RA0835
 RA0835.The orthometric height was determined by differential leveling
 RA0835.and adjusted in June 1991.
 RA0835
 RA0835.The geoid height was determined by GEOID03.
 RA0835
 RA0835.The dynamic height is computed by dividing the NAVD 88
 RA0835.geopotential number by the normal gravity value computed on the
 RA0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0835.degrees latitude (g = 980.6199 gals.).
 RA0835
 RA0835.The modeled gravity was interpolated from observed gravity values.
 RA0835
 RA0835;                    North         East    Units  Estimated Accuracy
 RA0835;SPC OR N     -   195,170.    2,702,410.      MT  (+/- 180 meters Scaled)
 RA0835
 RA0835                          SUPERSEDED SURVEY CONTROL
 RA0835
 RA0835  NGVD 29 (??/??/92)  817.089  (m)         2680.73   (f) ADJ UNCH    2 0
 RA0835
 RA0835.Superseded values are not recommended for survey control.
 RA0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0835.See file dsdata.txt to determine how the superseded data were derived.
 RA0835
 RA0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML284271(NAD 83)
 RA0835_MARKER: DB = BENCH MARK DISK
 RA0835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RA0835_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RA0835_STAMPING: C 406 1945
 RA0835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0835+STABILITY: SURFACE MOTION
 RA0835
 RA0835  HISTORY     - Date     Condition        Report By
 RA0835  HISTORY     - 1945     MONUMENTED       CGS
 RA0835
 RA0835                          STATION DESCRIPTION
 RA0835
 RA0835'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RA0835'3.9 MI E FROM ALICEL.
 RA0835'ALONG GRANDE RONDE RIVER, 2.5 MILES EAST ALONG COUNTY GRAVEL ROAD FROM
 RA0835'THE GRAIN ELEVATOR AT ALICEL TO STEEL BRIDGE OVER RIVER, THENCE 1.4
 RA0835'MILE UPSTREAM FROM STEEL BRIDGE OVER RIVER AT CROSSING OF ROAD AND
 RA0835'RIVER, AT THE EXTREME EAST END OF AN EAST-WEST FENCE LINE WHICH IS IN
 RA0835'LINE TANGENT TO THE EAST WITH THE CENTERLINE OF AN EAST-WEST PORTION
 RA0835'OF A COUNTY DIRT ROAD, 17.0 FEET SOUTHWEST OF BANK OF RIVER, 4.8 FEET
 RA0835'EAST OF EAST END POST OF EAST-WEST FENCE, 2.4 FEET WEST OF REFERENCE
 RA0835'POST, SET IN TOP OF CONCRETE POST PROJECTING 0.1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0928 ***********************************************************************
 RA0928  DESIGNATION -  C 407
 RA0928  PID         -  RA0928
 RA0928  STATE/COUNTY-  OR/UNION
 RA0928  USGS QUAD   -  COVE (1993)
 RA0928
 RA0928                         *CURRENT SURVEY CONTROL
 RA0928  ___________________________________________________________________
 RA0928* NAD 83(1991)-  45 17 48.01604(N)    117 49 43.33103(W)     ADJUSTED  
 RA0928* NAVD 88     -       844.992  (meters)    2772.28   (feet)  ADJUSTED  
 RA0928  ___________________________________________________________________
 RA0928  LAPLACE CORR-          12.92  (seconds)                    DEFLEC99
 RA0928  GEOID HEIGHT-         -17.34  (meters)                     GEOID03
 RA0928  DYNAMIC HT  -         844.778 (meters)    2771.58  (feet)  COMP
 RA0928  MODELED GRAV-     980,335.7   (mgal)                       NAVD 88
 RA0928
 RA0928  HORZ ORDER  -  SECOND
 RA0928  VERT ORDER  -  SECOND    CLASS 0
 RA0928
 RA0928.The horizontal coordinates were established by classical geodetic methods
 RA0928.and adjusted by the National Geodetic Survey in October 1991.
 RA0928
 RA0928.The orthometric height was determined by differential leveling
 RA0928.and adjusted in June 1991.
 RA0928
 RA0928.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA0928
 RA0928.The geoid height was determined by GEOID03.
 RA0928
 RA0928.The dynamic height is computed by dividing the NAVD 88
 RA0928.geopotential number by the normal gravity value computed on the
 RA0928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0928.degrees latitude (g = 980.6199 gals.).
 RA0928
 RA0928.The modeled gravity was interpolated from observed gravity values.
 RA0928
 RA0928;                    North         East     Units Scale Factor Converg.
 RA0928;SPC OR N     -   184,592.005 2,709,473.810   MT  0.99989707   +1 53 40.0
 RA0928;SPC OR N     -   605,616.81  8,889,349.77   iFT  0.99989707   +1 53 40.0
 RA0928;UTM  11      - 5,016,241.656   435,023.477   MT  0.99965191   -0 35 20.5
 RA0928
 RA0928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA0928!SPC OR N     -   0.99987026  x   0.99989707  =   0.99976734
 RA0928!UTM  11      -   0.99987026  x   0.99965191  =   0.99952221
 RA0928
 RA0928                          SUPERSEDED SURVEY CONTROL
 RA0928
 RA0928  NAD 83(1986)-  45 17 48.01485(N)    117 49 43.31723(W) AD(       ) 2
 RA0928  NAD 27      -  45 17 48.52995(N)    117 49 39.57010(W) AD(       ) 2
 RA0928  NGVD 29 (??/??/92)  843.887  (m)         2768.65   (f) ADJ UNCH    2 0
 RA0928
 RA0928.Superseded values are not recommended for survey control.
 RA0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0928.See file dsdata.txt to determine how the superseded data were derived.
 RA0928
 RA0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML3502316242(NAD 83)
 RA0928_MARKER: Z = SEE DESCRIPTION
 RA0928_SETTING: 0 = UNSPECIFIED SETTING
 RA0928_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RA0928
 RA0928  HISTORY     - Date     Condition        Report By
 RA0928  HISTORY     - 1946     MONUMENTED       CGS
 RA0928  HISTORY     - 19811113 MARK NOT FOUND   NGS
 RA0928  HISTORY     - 19930719 MARK NOT FOUND   USGS-R
 RA0928
 RA0928                          STATION DESCRIPTION
 RA0928
 RA0928'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JTJ)
 RA0928'LOCATED BY DISTANCE AND DIRECTION FROM STATION PHYS PT.
 RA0928'
 RA0928'THIS STATION IS LOCATED ABOUT 3/4 MILE WEST OF COVE, OREGON, ON
 RA0928'THE SOUTH SIDE OF THE COVE-UNION ROAD AT INTERSECTION OF A ROAD
 RA0928'LEADING NORTH.
 RA0928'
 RA0928'MARKED WITH A STANDARD USC AND GS BENCH MARK DISC STAMPED
 RA0928'C 407 1945 AND SET IN A CIRCULAR CONCRETE POST PROJECTING ABOUT
 RA0928'3 INCHES.  1-1/2 FEET NORTH OF FENCE LINE AND 3 METERS SOUTH OF
 RA0928'TELEPHONE POLE NO. 43.  (SEE DESCRIPTION OF STATION PHYS PT.)
 RA0928
 RA0928                          STATION RECOVERY (1981)
 RA0928
 RA0928'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 RA0928'BENCH MARK C 407 HAS PROBABLY BEEN DESTROYED.  THE BOTTOM OF THE
 RA0928'MONUMENT WAS FOUND.
 RA0928
 RA0928                          STATION RECOVERY (1993)
 RA0928
 RA0928'RECOVERY NOTE BY USGS ROCKY MOUNTAIN MAPPING CENTER 1993 (MAT)
 RA0928'BROKEN CONCRETE WAS FOUND,BUT NO SIGN OF THE TABLET
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0100 ***********************************************************************
 QD0100  DESIGNATION -  C 408
 QD0100  PID         -  QD0100
 QD0100  STATE/COUNTY-  OR/WHEELER
 QD0100  USGS QUAD   -  SUTTON MOUNTAIN (1987)
 QD0100
 QD0100                         *CURRENT SURVEY CONTROL
 QD0100  ___________________________________________________________________
 QD0100* NAD 83(1986)-  44 43 57.     (N)    120 09 02.     (W)     SCALED    
 QD0100* NAVD 88     -       483.319  (meters)    1585.69   (feet)  ADJUSTED  
 QD0100  ___________________________________________________________________
 QD0100  GEOID HEIGHT-         -20.30  (meters)                     GEOID03
 QD0100  DYNAMIC HT  -         483.197 (meters)    1585.29  (feet)  COMP
 QD0100  MODELED GRAV-     980,352.1   (mgal)                       NAVD 88
 QD0100
 QD0100  VERT ORDER  -  SECOND    CLASS 0
 QD0100
 QD0100.The horizontal coordinates were scaled from a topographic map and have
 QD0100.an estimated accuracy of +/- 6 seconds.
 QD0100
 QD0100.The orthometric height was determined by differential leveling
 QD0100.and adjusted in June 1991.
 QD0100
 QD0100.The geoid height was determined by GEOID03.
 QD0100
 QD0100.The dynamic height is computed by dividing the NAVD 88
 QD0100.geopotential number by the normal gravity value computed on the
 QD0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0100.degrees latitude (g = 980.6199 gals.).
 QD0100
 QD0100.The modeled gravity was interpolated from observed gravity values.
 QD0100
 QD0100;                    North         East    Units  Estimated Accuracy
 QD0100;SPC OR N     -   118,500.    2,527,680.      MT  (+/- 180 meters Scaled)
 QD0100
 QD0100                          SUPERSEDED SURVEY CONTROL
 QD0100
 QD0100  NGVD 29 (??/??/92)  482.198  (m)         1582.01   (f) ADJ UNCH    2 0
 QD0100
 QD0100.Superseded values are not recommended for survey control.
 QD0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0100.See file dsdata.txt to determine how the superseded data were derived.
 QD0100
 QD0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGQ256571(NAD 83)
 QD0100_MARKER: DB = BENCH MARK DISK
 QD0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD0100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QD0100_STAMPING: C 408 1946
 QD0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0100+STABILITY: SURFACE MOTION
 QD0100
 QD0100  HISTORY     - Date     Condition        Report By
 QD0100  HISTORY     - 1946     MONUMENTED       CGS
 QD0100
 QD0100                          STATION DESCRIPTION
 QD0100
 QD0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 QD0100'1.0 MI E FROM TWICKENHAM.
 QD0100'ALONG TWICKENHAM-MITCHELL ROAD, 1.0 MILE EAST OF BRIDGE OVER JOHN DAY
 QD0100'RIVER AT TWICKENHAM, AT SHARP TURN TO SOUTH IN ROAD, ABOUT 200 FEET
 QD0100'SOUTH OF RANCH HOUSE, 26.5 FEET EAST OF CENTER OF ROAD, 8.0 FEET NORTH
 QD0100'OF 2 1/2 FOOT CEDAR TREE, 2.8 FEET SOUTH OF REFERENCE POST, SET IN TOP
 QD0100'OF CONCRETE POST ABOUT 1 FOOT BELOW ROAD AND PROJECTING 0.3 FOOT ABOVE
 QD0100'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0528 ***********************************************************************
 RA0528  DESIGNATION -  C 409
 RA0528  PID         -  RA0528
 RA0528  STATE/COUNTY-  OR/WALLOWA
 RA0528  USGS QUAD   -  TROY (1995)
 RA0528
 RA0528                         *CURRENT SURVEY CONTROL
 RA0528  ___________________________________________________________________
 RA0528* NAD 83(1986)-  45 58 12.     (N)    117 24 24.     (W)     SCALED    
 RA0528* NAVD 88     -       472.584  (meters)    1550.47   (feet)  ADJUSTED  
 RA0528  ___________________________________________________________________
 RA0528  GEOID HEIGHT-         -17.59  (meters)                     GEOID03
 RA0528  DYNAMIC HT  -         472.498 (meters)    1550.19  (feet)  COMP
 RA0528  MODELED GRAV-     980,421.5   (mgal)                       NAVD 88
 RA0528
 RA0528  VERT ORDER  -  SECOND    CLASS 0
 RA0528
 RA0528.The horizontal coordinates were scaled from a topographic map and have
 RA0528.an estimated accuracy of +/- 6 seconds.
 RA0528
 RA0528.The orthometric height was determined by differential leveling
 RA0528.and adjusted in June 1991.
 RA0528
 RA0528.The geoid height was determined by GEOID03.
 RA0528
 RA0528.The dynamic height is computed by dividing the NAVD 88
 RA0528.geopotential number by the normal gravity value computed on the
 RA0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0528.degrees latitude (g = 980.6199 gals.).
 RA0528
 RA0528.The modeled gravity was interpolated from observed gravity values.
 RA0528
 RA0528;                    North         East    Units  Estimated Accuracy
 RA0528;SPC OR N     -   260,550.    2,739,690.      MT  (+/- 180 meters Scaled)
 RA0528
 RA0528                          SUPERSEDED SURVEY CONTROL
 RA0528
 RA0528  NGVD 29 (??/??/92)  471.49   (m)         1546.9    (f) COMPUTED    2 0
 RA0528
 RA0528.Superseded values are not recommended for survey control.
 RA0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0528.See file dsdata.txt to determine how the superseded data were derived.
 RA0528
 RA0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML684907(NAD 83)
 RA0528_MARKER: DB = BENCH MARK DISK
 RA0528_SETTING: 66 = SET IN ROCK OUTCROP
 RA0528_SP_SET: ROCK OUTCROP
 RA0528_STAMPING: C 409 1945
 RA0528_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA0528+STABILITY: POSITION/ELEVATION WELL
 RA0528
 RA0528  HISTORY     - Date     Condition        Report By
 RA0528  HISTORY     - 1945     MONUMENTED       CGS
 RA0528  HISTORY     - 1967     MARK NOT FOUND   NGS
 RA0528
 RA0528                          STATION DESCRIPTION
 RA0528
 RA0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RA0528'3.3 MI NE FROM TROY.
 RA0528'3.3 MILES NORTHEAST OF TROY POST OFFICE, ALONG THE TROY-ANATONE ROAD,
 RA0528'9 FEET NORTH OF THE CENTER LINE OF THE ROAD.  A BRONZE DISK SET IN A
 RA0528'DRILL HOLE IN A ROCK OUT-CROP AT THE NORTH EDGE OF THE ROAD, 1.5 FEET
 RA0528'ABOVE THE LEVEL OF THE ROAD.  NOTE-- THIS MARK WAS OBVIOUSLY SET TO
 RA0528'CLOSE TO THE ROAD.  RECENT ROAD IMPROVEMENT AND WIDENING OF THIS ROAD
 RA0528'HAVE PROBABLY OR COVERED UP THIS MARK.
 RA0528
 RA0528                          STATION RECOVERY (1967)
 RA0528
 RA0528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 RA0528'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0262 ***********************************************************************
 QC0262  DESIGNATION -  C 410
 QC0262  PID         -  QC0262
 QC0262  STATE/COUNTY-  OR/GRANT
 QC0262  USGS QUAD   -  SLICKEAR MOUNTAIN (1995)
 QC0262
 QC0262                         *CURRENT SURVEY CONTROL
 QC0262  ___________________________________________________________________
 QC0262* NAD 83(1986)-  44 55 11.     (N)    119 22 32.     (W)     SCALED    
 QC0262* NAVD 88     -       647.047  (meters)    2122.85   (feet)  ADJUSTED  
 QC0262  ___________________________________________________________________
 QC0262  GEOID HEIGHT-         -19.19  (meters)                     GEOID03
 QC0262  DYNAMIC HT  -         646.854 (meters)    2122.22  (feet)  COMP
 QC0262  MODELED GRAV-     980,299.5   (mgal)                       NAVD 88
 QC0262
 QC0262  VERT ORDER  -  SECOND    CLASS 0
 QC0262
 QC0262.The horizontal coordinates were scaled from a topographic map and have
 QC0262.an estimated accuracy of +/- 6 seconds.
 QC0262
 QC0262.The orthometric height was determined by differential leveling
 QC0262.and adjusted in June 1991.
 QC0262
 QC0262.The geoid height was determined by GEOID03.
 QC0262
 QC0262.The dynamic height is computed by dividing the NAVD 88
 QC0262.geopotential number by the normal gravity value computed on the
 QC0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0262.degrees latitude (g = 980.6199 gals.).
 QC0262
 QC0262.The modeled gravity was interpolated from observed gravity values.
 QC0262
 QC0262;                    North         East    Units  Estimated Accuracy
 QC0262;SPC OR N     -   139,860.    2,588,770.      MT  (+/- 180 meters Scaled)
 QC0262
 QC0262                          SUPERSEDED SURVEY CONTROL
 QC0262
 QC0262  NGVD 29 (??/??/92)  645.896  (m)         2119.08   (f) ADJ UNCH    2 0
 QC0262
 QC0262.Superseded values are not recommended for survey control.
 QC0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0262.See file dsdata.txt to determine how the superseded data were derived.
 QC0262
 QC0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK125767(NAD 83)
 QC0262_MARKER: DB = BENCH MARK DISK
 QC0262_SETTING: 66 = SET IN ROCK OUTCROP
 QC0262_SP_SET: ROCK OUTCROP
 QC0262_STAMPING: C 410 1946
 QC0262_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QC0262+STABILITY: POSITION/ELEVATION WELL
 QC0262
 QC0262  HISTORY     - Date     Condition        Report By
 QC0262  HISTORY     - 1946     MONUMENTED       CGS
 QC0262  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 QC0262
 QC0262                          STATION DESCRIPTION
 QC0262
 QC0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 QC0262'11.1 MI NE FROM MONUMENT.
 QC0262'11.1 MILES NORTHEAST ALONG THE NORTH FORK OF JOHN DAY RIVER FROM THE
 QC0262'POST OFFICE AT MONUMENT, GRANT COUNTY, 50 FEET WEST OF THE RIVER AT
 QC0262'LOW WATER, OPPOSITE A RAVINE, OPPOSITE THE SOUTH END OF ROCK BLUFFS,
 QC0262'30 FEET NORTH OF A LONE PINE TREE ON THE SOUTH BANK OF A SMALL CREEK,
 QC0262'5 FEET NORTH OF THE SMALL CREEK, AND IN A ROCK OUTCROP.  A STANDARD
 QC0262'DISK, STAMPED C 410 1946.
 QC0262
 QC0262                          STATION RECOVERY (1986)
 QC0262
 QC0262'RECOVERY NOTE BY US POWER SQUADRON 1986 (JDS)
 QC0262'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0625 ***********************************************************************
 QC0625  DESIGNATION -  C 411
 QC0625  PID         -  QC0625
 QC0625  STATE/COUNTY-  OR/GRANT
 QC0625  USGS QUAD   -  RITTER (1995)
 QC0625
 QC0625                         *CURRENT SURVEY CONTROL
 QC0625  ___________________________________________________________________
 QC0625* NAD 83(1986)-  44 59 24.     (N)    119 08 45.     (W)     SCALED    
 QC0625* NAVD 88     -       749.503  (meters)    2458.99   (feet)  ADJUSTED  
 QC0625  ___________________________________________________________________
 QC0625  GEOID HEIGHT-         -18.66  (meters)                     GEOID03
 QC0625  DYNAMIC HT  -         749.308 (meters)    2458.35  (feet)  COMP
 QC0625  MODELED GRAV-     980,334.0   (mgal)                       NAVD 88
 QC0625
 QC0625  VERT ORDER  -  SECOND    CLASS 0
 QC0625
 QC0625.The horizontal coordinates were scaled from a topographic map and have
 QC0625.an estimated accuracy of +/- 6 seconds.
 QC0625
 QC0625.The orthometric height was determined by differential leveling
 QC0625.and adjusted in June 1991.
 QC0625
 QC0625.The geoid height was determined by GEOID03.
 QC0625
 QC0625.The dynamic height is computed by dividing the NAVD 88
 QC0625.geopotential number by the normal gravity value computed on the
 QC0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0625.degrees latitude (g = 980.6199 gals.).
 QC0625
 QC0625.The modeled gravity was interpolated from observed gravity values.
 QC0625
 QC0625;                    North         East    Units  Estimated Accuracy
 QC0625;SPC OR N     -   147,950.    2,606,780.      MT  (+/- 180 meters Scaled)
 QC0625
 QC0625                          SUPERSEDED SURVEY CONTROL
 QC0625
 QC0625  NGVD 29 (??/??/92)  748.364  (m)         2455.26   (f) ADJ UNCH    2 0
 QC0625
 QC0625.Superseded values are not recommended for survey control.
 QC0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0625.See file dsdata.txt to determine how the superseded data were derived.
 QC0625
 QC0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK308840(NAD 83)
 QC0625_MARKER: DB = BENCH MARK DISK
 QC0625_SETTING: 80 = SET IN A BOULDER
 QC0625_SP_SET: BOULDER
 QC0625_STAMPING: C 411 1946
 QC0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0625+STABILITY: SURFACE MOTION
 QC0625
 QC0625  HISTORY     - Date     Condition        Report By
 QC0625  HISTORY     - 1946     MONUMENTED       CGS
 QC0625  HISTORY     - 1946     GOOD             NGS
 QC0625
 QC0625                          STATION DESCRIPTION
 QC0625
 QC0625'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 QC0625'13.9 MI SW FROM DALE.
 QC0625'4.0 MILES NORTH ALONG U.S. HIGHWAY 395 FROM THE POST OFFICE AT DALE,
 QC0625'GRANT COUNTY, THENCE 9.9 MILES SOUTHWEST ALONG THE NORTH FORK OF JOHN
 QC0625'DAY RIVER.  ON THE EDGE OF THE RIVER AT LOW WATER, 25 FEET SOUTHWEST
 QC0625'OF A PINE TREE WITH A TRIANGULAR BLAZE ON THE SIDE FACING THE RIVER,
 QC0625'18 FEET SOUTH OF A SMALL PINE TREE, IN A LARGE BOULDER, AND ABOUT 3
 QC0625'FEET ABOVE LOW WATER.  A STANDARD DISK, STAMPED C 411 1946.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0292 ***********************************************************************
 QC0292  DESIGNATION -  C 412
 QC0292  PID         -  QC0292
 QC0292  STATE/COUNTY-  OR/GRANT
 QC0292  USGS QUAD   -  FLOWERS GULCH (1990)
 QC0292
 QC0292                         *CURRENT SURVEY CONTROL
 QC0292  ___________________________________________________________________
 QC0292* NAD 83(1986)-  44 51 38.     (N)    119 03 38.     (W)     SCALED    
 QC0292* NAVD 88     -       850.301  (meters)    2789.70   (feet)  ADJUSTED  
 QC0292  ___________________________________________________________________
 QC0292  GEOID HEIGHT-         -18.44  (meters)                     GEOID03
 QC0292  DYNAMIC HT  -         850.022 (meters)    2788.78  (feet)  COMP
 QC0292  MODELED GRAV-     980,262.4   (mgal)                       NAVD 88
 QC0292
 QC0292  VERT ORDER  -  SECOND    CLASS 0
 QC0292
 QC0292.The horizontal coordinates were scaled from a topographic map and have
 QC0292.an estimated accuracy of +/- 6 seconds.
 QC0292
 QC0292.The orthometric height was determined by differential leveling
 QC0292.and adjusted in June 1991.
 QC0292
 QC0292.The geoid height was determined by GEOID03.
 QC0292
 QC0292.The dynamic height is computed by dividing the NAVD 88
 QC0292.geopotential number by the normal gravity value computed on the
 QC0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0292.degrees latitude (g = 980.6199 gals.).
 QC0292
 QC0292.The modeled gravity was interpolated from observed gravity values.
 QC0292
 QC0292;                    North         East    Units  Estimated Accuracy
 QC0292;SPC OR N     -   133,680.    2,613,750.      MT  (+/- 180 meters Scaled)
 QC0292
 QC0292                          SUPERSEDED SURVEY CONTROL
 QC0292
 QC0292  NGVD 29 (??/??/92)  849.109  (m)         2785.79   (f) ADJ UNCH    2 0
 QC0292
 QC0292.Superseded values are not recommended for survey control.
 QC0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0292.See file dsdata.txt to determine how the superseded data were derived.
 QC0292
 QC0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK372695(NAD 83)
 QC0292_MARKER: DB = BENCH MARK DISK
 QC0292_SETTING: 80 = SET IN A BOULDER
 QC0292_SP_SET: BOULDER
 QC0292_STAMPING: C 412 1946
 QC0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0292+STABILITY: SURFACE MOTION
 QC0292
 QC0292  HISTORY     - Date     Condition        Report By
 QC0292  HISTORY     - 1946     MONUMENTED       CGS
 QC0292
 QC0292                          STATION DESCRIPTION
 QC0292
 QC0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 QC0292'7.5 MI E FROM RITTER.
 QC0292'7.5 MILES EAST ALONG THE NORTH BANK OF THE MIDDLE FORK OF THE JOHN DAY
 QC0292'RIVER FROM RITTER, ABOUT 1/4 MILE NORTHEAST OF THE RIVER, ON THE BUD
 QC0292'COLVIN RANCH, ABOUT 0.1 MILE EAST OF A GROUP OF BARNS AND SHEDS, 89.7
 QC0292'FEET EAST OF THE PROPOSED LOCATION FOR TRIANGULATION STATION COLVIN,
 QC0292'24.5 FEET NORTH OF A FENCE LINE, AND 16 FEET SOUTHWEST OF THE CENTER
 QC0292'LINE OF A DIRT ROAD.  A BRONZE DISK, SET IN THE TOP OF AN OUTCROPPING
 QC0292'BOULDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0854 ***********************************************************************
 RA0854  DESIGNATION -  C 413
 RA0854  PID         -  RA0854
 RA0854  STATE/COUNTY-  OR/WALLOWA
 RA0854  USGS QUAD   -  DEEP CREEK (1995)
 RA0854
 RA0854                         *CURRENT SURVEY CONTROL
 RA0854  ___________________________________________________________________
 RA0854* NAD 83(1986)-  45 49 59.     (N)    117 44 54.     (W)     SCALED    
 RA0854* NAVD 88     -       646.221  (meters)    2120.14   (feet)  ADJUSTED  
 RA0854  ___________________________________________________________________
 RA0854  GEOID HEIGHT-         -17.86  (meters)                     GEOID03
 RA0854  DYNAMIC HT  -         646.029 (meters)    2119.51  (feet)  COMP
 RA0854  MODELED GRAV-     980,301.6   (mgal)                       NAVD 88
 RA0854
 RA0854  VERT ORDER  -  SECOND    CLASS 0
 RA0854
 RA0854.The horizontal coordinates were scaled from a topographic map and have
 RA0854.an estimated accuracy of +/- 6 seconds.
 RA0854
 RA0854.The orthometric height was determined by differential leveling
 RA0854.and adjusted in June 1991.
 RA0854
 RA0854.The geoid height was determined by GEOID03.
 RA0854
 RA0854.The dynamic height is computed by dividing the NAVD 88
 RA0854.geopotential number by the normal gravity value computed on the
 RA0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0854.degrees latitude (g = 980.6199 gals.).
 RA0854
 RA0854.The modeled gravity was interpolated from observed gravity values.
 RA0854
 RA0854;                    North         East    Units  Estimated Accuracy
 RA0854;SPC OR N     -   244,380.    2,713,740.      MT  (+/- 180 meters Scaled)
 RA0854
 RA0854                          SUPERSEDED SURVEY CONTROL
 RA0854
 RA0854  NGVD 29 (??/??/92)  645.055  (m)         2116.32   (f) ADJ UNCH    2 0
 RA0854
 RA0854.Superseded values are not recommended for survey control.
 RA0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0854.See file dsdata.txt to determine how the superseded data were derived.
 RA0854
 RA0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML418757(NAD 83)
 RA0854_MARKER: DB = BENCH MARK DISK
 RA0854_SETTING: 80 = SET IN A BOULDER
 RA0854_SP_SET: BOULDER
 RA0854_STAMPING: C 413 1946
 RA0854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0854+STABILITY: SURFACE MOTION
 RA0854
 RA0854  HISTORY     - Date     Condition        Report By
 RA0854  HISTORY     - 1946     MONUMENTED       CGS
 RA0854  HISTORY     - 1967     GOOD             USGS
 RA0854  HISTORY     - 19671031 GOOD             USPSQD
 RA0854
 RA0854                          STATION DESCRIPTION
 RA0854
 RA0854'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 RA0854'9.6 MI N FROM RONDOWA.
 RA0854'9.6 MILES NORTH OF RONDOWA ALONG THE GRANDE RONDE RIVER, SET IN A
 RA0854'SMALL BOULDER PROTRUDING 2 FEET ABOVE GROUND AND LOCATED AT THE
 RA0854'SOUTHEAST END OF A LARGE BAR ON THE SOUTHWEST BANK OF THE RIVER, 30
 RA0854'FEET SOUTH OF A LARGE PINE TREE WITH TRIANGULAR BLAZE FACING THE MARK
 RA0854'AND THE RIVER, 40 FEET FROM THE HIGH-WATER LINE, 3 FEET ABOVE HIGH
 RA0854'WATER LEVEL.
 RA0854
 RA0854                          STATION RECOVERY (1967)
 RA0854
 RA0854'RECOVERY NOTE BY US POWER SQUADRON 1967 (CGM)
 RA0854'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0601 ***********************************************************************
 QB0601  DESIGNATION -  C 414
 QB0601  PID         -  QB0601
 QB0601  STATE/COUNTY-  OR/BAKER
 QB0601  USGS QUAD   -  RICHLAND (1987)
 QB0601
 QB0601                         *CURRENT SURVEY CONTROL
 QB0601  ___________________________________________________________________
 QB0601* NAD 83(1986)-  44 47 07.     (N)    117 14 31.     (W)     SCALED    
 QB0601* NAVD 88     -       748.549  (meters)    2455.86   (feet)  ADJUSTED  
 QB0601  ___________________________________________________________________
 QB0601  GEOID HEIGHT-         -16.49  (meters)                     GEOID03
 QB0601  DYNAMIC HT  -         748.357 (meters)    2455.23  (feet)  COMP
 QB0601  MODELED GRAV-     980,335.4   (mgal)                       NAVD 88
 QB0601
 QB0601  VERT ORDER  -  SECOND    CLASS 0
 QB0601
 QB0601.The horizontal coordinates were scaled from a topographic map and have
 QB0601.an estimated accuracy of +/- 6 seconds.
 QB0601
 QB0601.The orthometric height was determined by differential leveling
 QB0601.and adjusted in June 1991.
 QB0601
 QB0601.The geoid height was determined by GEOID03.
 QB0601
 QB0601.The dynamic height is computed by dividing the NAVD 88
 QB0601.geopotential number by the normal gravity value computed on the
 QB0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0601.degrees latitude (g = 980.6199 gals.).
 QB0601
 QB0601.The modeled gravity was interpolated from observed gravity values.
 QB0601
 QB0601;                    North         East    Units  Estimated Accuracy
 QB0601;SPC OR N     -   129,500.    2,757,750.      MT  (+/- 180 meters Scaled)
 QB0601
 QB0601                          SUPERSEDED SURVEY CONTROL
 QB0601
 QB0601  NGVD 29 (??/??/92)  747.521  (m)         2452.49   (f) ADJ UNCH    2 0
 QB0601
 QB0601.Superseded values are not recommended for survey control.
 QB0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0601.See file dsdata.txt to determine how the superseded data were derived.
 QB0601
 QB0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK808591(NAD 83)
 QB0601_MARKER: DB = BENCH MARK DISK
 QB0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0601_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0601_STAMPING: C-414 1945
 QB0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0601+STABILITY: SURFACE MOTION
 QB0601
 QB0601  HISTORY     - Date     Condition        Report By
 QB0601  HISTORY     - 1945     MONUMENTED       CGS
 QB0601  HISTORY     - 1983     MARK NOT FOUND   USGS
 QB0601  HISTORY     - 19850815 MARK NOT FOUND   USPSQD
 QB0601
 QB0601                          STATION DESCRIPTION
 QB0601
 QB0601'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QB0601'5.3 MI W FROM RICHLAND.
 QB0601'5.3 MILES WEST ALONG STATE HIGHWAY NO. 86 FROM THE POST OFFICE AT
 QB0601'RICHLAND, SET IN TOP OF CONCRETE POST, 0.5 FOOT ABOVE THE LEVEL OF
 QB0601'GROUND, 1.1 MILES EAST OF BENCH MARK B-414, 27 FEET WEST OF
 QB0601'CENTER-LINE OF THE HIGHWAY, 21 FEET SOUTH OF CENTERLINE OF SIDE ROAD
 QB0601'LEADING WEST, ABOUT 200 FEET NORTHWEST OF RANCH HOUSE 11 FEET WEST OF
 QB0601'THE SOUTH END OF 18 INCH CULVERT, 4 FEET EAST OF FENCE LINE, AND ABOUT
 QB0601'2.0 FEET SOUTH OF A WHITE WOODEN WITNESS POST.
 QB0601
 QB0601                          STATION RECOVERY (1983)
 QB0601
 QB0601'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 QB0601'MARK NOT FOUND.
 QB0601
 QB0601                          STATION RECOVERY (1985)
 QB0601
 QB0601'RECOVERY NOTE BY US POWER SQUADRON 1985 (TGL)
 QB0601'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0337 ***********************************************************************
 RA0337  DESIGNATION -  C 416
 RA0337  PID         -  RA0337
 RA0337  STATE/COUNTY-  OR/WALLOWA
 RA0337  USGS QUAD   -  SQUIRREL PRAIRIE (1995)
 RA0337
 RA0337                         *CURRENT SURVEY CONTROL
 RA0337  ___________________________________________________________________
 RA0337* NAD 83(1986)-  45 20 10.     (N)    116 39 51.     (W)     SCALED    
 RA0337* NAVD 88     -       426.922  (meters)    1400.66   (feet)  ADJUSTED  
 RA0337  ___________________________________________________________________
 RA0337  GEOID HEIGHT-         -15.38  (meters)                     GEOID03
 RA0337  DYNAMIC HT  -         426.786 (meters)    1400.21  (feet)  COMP
 RA0337  MODELED GRAV-     980,289.6   (mgal)                       NAVD 88
 RA0337
 RA0337  VERT ORDER  -  SECOND    CLASS 0
 RA0337
 RA0337.The horizontal coordinates were scaled from a topographic map and have
 RA0337.an estimated accuracy of +/- 6 seconds.
 RA0337
 RA0337.The orthometric height was determined by differential leveling
 RA0337.and adjusted in June 1991.
 RA0337
 RA0337.The geoid height was determined by GEOID03.
 RA0337
 RA0337.The dynamic height is computed by dividing the NAVD 88
 RA0337.geopotential number by the normal gravity value computed on the
 RA0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0337.degrees latitude (g = 980.6199 gals.).
 RA0337
 RA0337.The modeled gravity was interpolated from observed gravity values.
 RA0337
 RA0337;                    North         East    Units  Estimated Accuracy
 RA0337;SPC OR N     -   192,650.    2,800,530.      MT  (+/- 180 meters Scaled)
 RA0337
 RA0337                          SUPERSEDED SURVEY CONTROL
 RA0337
 RA0337  NGVD 29 (??/??/92)  425.811  (m)         1397.01   (f) ADJ UNCH    2 0
 RA0337
 RA0337.Superseded values are not recommended for survey control.
 RA0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0337.See file dsdata.txt to determine how the superseded data were derived.
 RA0337
 RA0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL263203(NAD 83)
 RA0337_MARKER: DB = BENCH MARK DISK
 RA0337_SETTING: 80 = SET IN A BOULDER
 RA0337_SP_SET: BOULDER
 RA0337_STAMPING: C 416 1946
 RA0337_MARK LOGO: CGS   
 RA0337_MAGNETIC: N = NO MAGNETIC MATERIAL
 RA0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0337+STABILITY: SURFACE MOTION
 RA0337_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RA0337+SATELLITE: SATELLITE OBSERVATIONS - June 27, 1993
 RA0337
 RA0337  HISTORY     - Date     Condition        Report By
 RA0337  HISTORY     - 1946     MONUMENTED       CGS
 RA0337  HISTORY     - 19870902 MARK NOT FOUND   USPSQD
 RA0337  HISTORY     - 19930627 GOOD             LOCSUR
 RA0337
 RA0337                          STATION DESCRIPTION
 RA0337
 RA0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RA0337'25.55 MI N FROM HOMESTEAD.
 RA0337'ABOUT 25.55 MILES NORTH ALONG THE SNAKE RIVER FROM HOMESTEAD, ON THE
 RA0337'WEST BANK OF THE RIVER, ABOUT 1.7 MILE NORTH OF A RANCH HOUSE, THE
 RA0337'ONLY HOUSE IN VICINITY, ABOUT 500 FEET SOUTH OF A PINE TREE WHICH IS
 RA0337'ABOUT 100 FEET SOUTH OF A SMALL COVE AND THE ONLY TREE IN VICINITY, AT
 RA0337'A POINT WHERE THE RIVER IS VERY NARROW,SET IN TOP OF A LARGE BOULDER
 RA0337'(THE MOST EASTERLY) WHICH EXTENDS OUT INTO THE RIVER, ABOUT THE SAME
 RA0337'ELEVATION AS HIGH WATER LEVEL.
 RA0337
 RA0337                          STATION RECOVERY (1987)
 RA0337
 RA0337'RECOVERY NOTE BY US POWER SQUADRON 1987 (VPT)
 RA0337'MARK NOT FOUND.
 RA0337
 RA0337                          STATION RECOVERY (1993)
 RA0337
 RA0337'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1993 (GEL)
 RA0337'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0609 ***********************************************************************
 RC0609  DESIGNATION -  C 418
 RC0609  PID         -  RC0609
 RC0609  STATE/COUNTY-  OR/GILLIAM
 RC0609  USGS QUAD   -  ESAU CANYON (1970)
 RC0609
 RC0609                         *CURRENT SURVEY CONTROL
 RC0609  ___________________________________________________________________
 RC0609* NAD 83(1986)-  45 26 56.     (N)    120 27 37.     (W)     SCALED    
 RC0609* NAVD 88     -       403.487  (meters)    1323.77   (feet)  ADJUSTED  
 RC0609  ___________________________________________________________________
 RC0609  GEOID HEIGHT-         -21.30  (meters)                     GEOID03
 RC0609  DYNAMIC HT  -         403.440 (meters)    1323.62  (feet)  COMP
 RC0609  MODELED GRAV-     980,487.2   (mgal)                       NAVD 88
 RC0609
 RC0609  VERT ORDER  -  SECOND    CLASS 0
 RC0609
 RC0609.The horizontal coordinates were scaled from a topographic map and have
 RC0609.an estimated accuracy of +/- 6 seconds.
 RC0609
 RC0609.The orthometric height was determined by differential leveling
 RC0609.and adjusted in June 1991.
 RC0609
 RC0609.The geoid height was determined by GEOID03.
 RC0609
 RC0609.The dynamic height is computed by dividing the NAVD 88
 RC0609.geopotential number by the normal gravity value computed on the
 RC0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0609.degrees latitude (g = 980.6199 gals.).
 RC0609
 RC0609.The modeled gravity was interpolated from observed gravity values.
 RC0609
 RC0609;                    North         East    Units  Estimated Accuracy
 RC0609;SPC OR N     -   198,050.    2,503,110.      MT  (+/- 180 meters Scaled)
 RC0609
 RC0609                          SUPERSEDED SURVEY CONTROL
 RC0609
 RC0609  NGVD 29 (??/??/92)  402.466  (m)         1320.42   (f) ADJ UNCH    2 0
 RC0609
 RC0609.Superseded values are not recommended for survey control.
 RC0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0609.See file dsdata.txt to determine how the superseded data were derived.
 RC0609
 RC0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR985359(NAD 83)
 RC0609_MARKER: DB = BENCH MARK DISK
 RC0609_SETTING: 80 = SET IN A BOULDER
 RC0609_SP_SET: BOULDER
 RC0609_STAMPING: C 418 1946
 RC0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0609+STABILITY: SURFACE MOTION
 RC0609
 RC0609  HISTORY     - Date     Condition        Report By
 RC0609  HISTORY     - 1946     MONUMENTED       CGS
 RC0609  HISTORY     - 1962     MARK NOT FOUND   NGS
 RC0609  HISTORY     - 1971     MARK NOT FOUND   NGS
 RC0609
 RC0609                          STATION DESCRIPTION
 RC0609
 RC0609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RC0609'17.0 MI SE FROM WASCO.
 RC0609'ALONG STATE HIGHWAY 206 ABOUT 25.6 MILES NORTHWEST OF CONDON CITY
 RC0609'HALL, ABOUT 2.3 MILES SOUTHEAST OF THE COTTONWOOD BRIDGE OVER JOHN DAY
 RC0609'RIVER, SET IN BOULDER 66.5 FEET NORTH OF THE MOST NORTHERLY OF THREE
 RC0609'CROSS BRACED FENCE POSTS ON WEST SLOPE OF CANYON (MEASURED ON SLOPE),
 RC0609'57 FEET SOUTHEAST OF THE MOST NORTHERLY OF A GROUP OF ROCK OUTCROPS,
 RC0609'24 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 3.2 FEET SOUTH OF A
 RC0609'WITNESS POST.
 RC0609
 RC0609                          STATION RECOVERY (1971)
 RC0609
 RC0609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 RC0609'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0597 ***********************************************************************
 QD0597  DESIGNATION -  C 419
 QD0597  PID         -  QD0597
 QD0597  STATE/COUNTY-  OR/JEFFERSON
 QD0597  USGS QUAD   -  CULVER (1992)
 QD0597
 QD0597                         *CURRENT SURVEY CONTROL
 QD0597  ___________________________________________________________________
 QD0597* NAD 83(1986)-  44 31 32.     (N)    121 13 44.     (W)     SCALED    
 QD0597* NAVD 88     -       797.302  (meters)    2615.82   (feet)  ADJUSTED  
 QD0597  ___________________________________________________________________
 QD0597  GEOID HEIGHT-         -21.30  (meters)                     GEOID03
 QD0597  DYNAMIC HT  -         797.086 (meters)    2615.11  (feet)  COMP
 QD0597  MODELED GRAV-     980,320.5   (mgal)                       NAVD 88
 QD0597
 QD0597  VERT ORDER  -  SECOND    CLASS 0
 QD0597
 QD0597.The horizontal coordinates were scaled from a topographic map and have
 QD0597.an estimated accuracy of +/- 6 seconds.
 QD0597
 QD0597.The orthometric height was determined by differential leveling
 QD0597.and adjusted in June 1991.
 QD0597
 QD0597.The geoid height was determined by GEOID03.
 QD0597
 QD0597.The dynamic height is computed by dividing the NAVD 88
 QD0597.geopotential number by the normal gravity value computed on the
 QD0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0597.degrees latitude (g = 980.6199 gals.).
 QD0597
 QD0597.The modeled gravity was interpolated from observed gravity values.
 QD0597
 QD0597;                    North         East    Units  Estimated Accuracy
 QD0597;SPC OR N     -    95,700.    2,442,060.      MT  (+/- 180 meters Scaled)
 QD0597
 QD0597                          SUPERSEDED SURVEY CONTROL
 QD0597
 QD0597  NGVD 29 (??/??/92)  796.215  (m)         2612.25   (f) ADJ UNCH    2 0
 QD0597
 QD0597.Superseded values are not recommended for survey control.
 QD0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0597.See file dsdata.txt to determine how the superseded data were derived.
 QD0597
 QD0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ407317(NAD 83)
 QD0597_MARKER: DB = BENCH MARK DISK
 QD0597_SETTING: 0 = UNSPECIFIED SETTING
 QD0597_STAMPING: C 419 1946
 QD0597_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0597
 QD0597  HISTORY     - Date     Condition        Report By
 QD0597  HISTORY     - 1946     MONUMENTED       CGS
 QD0597  HISTORY     - 1975     MARK NOT FOUND   NGS
 QD0597
 QD0597                          STATION DESCRIPTION
 QD0597
 QD0597'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 QD0597'1 MI W FROM CULVER.
 QD0597'ALONG GRANDVIEW LOOP ROAD, ABOUT 0.6 MILE WEST OF THE RAILROAD STATION
 QD0597'AT CULVER, AT A T INTERSECTION, 5.5 NORTH OF THE MOST NORTHERLY OF TWO
 QD0597'CROSS BRACED POWER POLES, 3 FEET EAST OF A FENCE, 1.5 FEET SOUTH OF A
 QD0597'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0216 ***********************************************************************
 OA0216  DESIGNATION -  C 42
 OA0216  PID         -  OA0216
 OA0216  STATE/COUNTY-  OR/CURRY
 OA0216  USGS QUAD   -  CARPENTERVILLE (1986)
 OA0216
 OA0216                         *CURRENT SURVEY CONTROL
 OA0216  ___________________________________________________________________
 OA0216* NAD 83(1986)-  42 07 55.     (N)    124 18 42.     (W)     SCALED    
 OA0216* NAVD 88     -       315.588  (meters)    1035.39   (feet)  ADJUSTED  
 OA0216  ___________________________________________________________________
 OA0216  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 OA0216  DYNAMIC HT  -         315.475 (meters)    1035.02  (feet)  COMP
 OA0216  MODELED GRAV-     980,254.7   (mgal)                       NAVD 88
 OA0216
 OA0216  VERT ORDER  -  FIRST     CLASS II
 OA0216
 OA0216.The horizontal coordinates were scaled from a topographic map and have
 OA0216.an estimated accuracy of +/- 6 seconds.
 OA0216
 OA0216.The orthometric height was determined by differential leveling
 OA0216.and adjusted in June 1991.
 OA0216
 OA0216.The geoid height was determined by GEOID03.
 OA0216
 OA0216.The dynamic height is computed by dividing the NAVD 88
 OA0216.geopotential number by the normal gravity value computed on the
 OA0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0216.degrees latitude (g = 980.6199 gals.).
 OA0216
 OA0216.The modeled gravity was interpolated from observed gravity values.
 OA0216
 OA0216;                    North         East    Units  Estimated Accuracy
 OA0216;SPC OR S     -    58,860.    1,184,950.      MT  (+/- 180 meters Scaled)
 OA0216
 OA0216                          SUPERSEDED SURVEY CONTROL
 OA0216
 OA0216  NGVD 29 (12/02/92)  314.480  (m)         1031.76   (f) ADJUSTED    1 2
 OA0216
 OA0216.Superseded values are not recommended for survey control.
 OA0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0216.See file dsdata.txt to determine how the superseded data were derived.
 OA0216
 OA0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCM915652(NAD 83)
 OA0216_MARKER: DB = BENCH MARK DISK
 OA0216_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OA0216_SP_SET: HEADWALL
 OA0216_STAMPING: C 42 1931
 OA0216_MARK LOGO: ORHD  
 OA0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0216+STABILITY: SURFACE MOTION
 OA0216
 OA0216  HISTORY     - Date     Condition        Report By
 OA0216  HISTORY     - 1931     MONUMENTED       ORHD
 OA0216  HISTORY     - 1953     MARK NOT FOUND   USGS
 OA0216  HISTORY     - 1982     GOOD             USGS
 OA0216  HISTORY     - 1988     GOOD             NGS
 OA0216
 OA0216                          STATION DESCRIPTION
 OA0216
 OA0216'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 OA0216'8.2 MI N FROM BROOKINGS.
 OA0216'8.2 MILES NORTH ALONG THE OREGON COAST HIGHWAY (U.S. 101) FROM THE
 OA0216'POST OFFICE AT BROOKINGS, CURRY COUNTY, ABOUT 650 FEET NORTH OF A
 OA0216'CREST IN THE HIGHWAY, AT THE SOUTHEAST CORNER OF A CONCRETE CULVERT,
 OA0216'IN THE TOP OF THE HEAD WALL, AT A 4- BY 4-INCH WHITE WOODEN POST
 OA0216'STENCILED U.S.B.M., AND ABOUT 23 FEET LOWER THAN THE HIGHWAY.  AN
 OA0216'OREGON STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED C 42 1931.
 OA0216
 OA0216                          STATION RECOVERY (1982)
 OA0216
 OA0216'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 OA0216'8.2 MILES NORTH ALONG THE OREGON COAST HWY. FROM THE POST OFFICE AT
 OA0216'BROOKINGS, 0.05 MILES NORTH ALONG CENTER ST. FROM THE POST OFFICE AT
 OA0216'BROOKINGS, THENCE 2.3 MILES NORTHWEST ALONG US 101, THENCE 5.6 MILES
 OA0216'NORTH ALONG CARPENTERVILLE RD., 0.1 MILE NORTH OF JCT. WITH CAPE
 OA0216'FERRELO RD., ACROSS FROM WOODEN HOUSE BELOW RD. LEVEL, 72 FT. SOUTH
 OA0216'OF TWO MAILBOXES, ABOUT 52 FT. EAST OF AND 23 FT. LOWER THAN
 OA0216'CENTERLINE OF RD., SET IN TOP OF HEADWALL AT NORTHEAST CORNER OF
 OA0216'CONCRETE BOX CULVERT, STANDARD OSHD TABLET STAMPED 'C 42 1931'.
 OA0216
 OA0216                          STATION RECOVERY (1988)
 OA0216
 OA0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 OA0216'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  3.8 KM
 OA0216'(2.35 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE IN
 OA0216'BROOKINGS, THENCE 8.0 KM (4.95 MI) NORTHERLY ALONG CARPENTERVILLE
 OA0216'ROAD, IN TOP OF AND 0.3 M (1.0 FT) SOUTH OF THE NORTH END OF THE EAST
 OA0216'CONCRETE HEADWALL OF A CULVERT SPANNING BOWMAN CREEK, AND 10.8 M
 OA0216'(35.4 FT) EAST OF THE CENTERLINE OF THE ROAD.
 OA0216'THE MARK IS 10.0 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0775 ***********************************************************************
 QD0775  DESIGNATION -  C 420
 QD0775  PID         -  QD0775
 QD0775  STATE/COUNTY-  OR/JEFFERSON
 QD0775  USGS QUAD   -  STEELHEAD FALLS (1992)
 QD0775
 QD0775                         *CURRENT SURVEY CONTROL
 QD0775  ___________________________________________________________________
 QD0775* NAD 83(1986)-  44 23 54.     (N)    121 17 50.     (W)     SCALED    
 QD0775* NAVD 88     -       728.354  (meters)    2389.61   (feet)  ADJUSTED  
 QD0775  ___________________________________________________________________
 QD0775  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 QD0775  DYNAMIC HT  -         728.131 (meters)    2388.88  (feet)  COMP
 QD0775  MODELED GRAV-     980,289.4   (mgal)                       NAVD 88
 QD0775
 QD0775  VERT ORDER  -  SECOND    CLASS 0
 QD0775
 QD0775.The horizontal coordinates were scaled from a topographic map and have
 QD0775.an estimated accuracy of +/- 6 seconds.
 QD0775
 QD0775.The orthometric height was determined by differential leveling
 QD0775.and adjusted in June 1991.
 QD0775
 QD0775.The geoid height was determined by GEOID03.
 QD0775
 QD0775.The dynamic height is computed by dividing the NAVD 88
 QD0775.geopotential number by the normal gravity value computed on the
 QD0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0775.degrees latitude (g = 980.6199 gals.).
 QD0775
 QD0775.The modeled gravity was interpolated from observed gravity values.
 QD0775
 QD0775;                    North         East    Units  Estimated Accuracy
 QD0775;SPC OR N     -    81,620.    2,436,490.      MT  (+/- 180 meters Scaled)
 QD0775
 QD0775                          SUPERSEDED SURVEY CONTROL
 QD0775
 QD0775  NGVD 29 (??/??/92)  727.260  (m)         2386.02   (f) ADJ UNCH    2 0
 QD0775
 QD0775.Superseded values are not recommended for survey control.
 QD0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0775.See file dsdata.txt to determine how the superseded data were derived.
 QD0775
 QD0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ356175(NAD 83)
 QD0775_MARKER: DB = BENCH MARK DISK
 QD0775_SETTING: 80 = SET IN A BOULDER
 QD0775_SP_SET: BOULDER
 QD0775_STAMPING: C 420 1946
 QD0775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0775+STABILITY: SURFACE MOTION
 QD0775
 QD0775  HISTORY     - Date     Condition        Report By
 QD0775  HISTORY     - 1946     MONUMENTED       CGS
 QD0775
 QD0775                          STATION DESCRIPTION
 QD0775
 QD0775'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 QD0775'4.1 MI N FROM LOWER BRIDGE.
 QD0775'ALONG DESCHUTES RIVER, ABOUT 4.1 MILES NORTH OF LOWER BRIDGE, ABOUT
 QD0775'0.2 MILE UPSTREAM FROM FLAT AND SMALL CABIN ON EAST SIDE OF RIVER, SET
 QD0775'IN BOULDER ON WEST SIDE OF RIVER, ON NORTH EDGE OF SMALL ROCK SLIDE
 QD0775'JUST NORTH OF HIGH CLIFF THAT EXTENDS DOWN TO BRUSH FRINGE ALONG EDGE
 QD0775'OF RIVER, ABOUT 40 FEET UP SLOPE FROM EDGE OF WATER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC0572 ***********************************************************************
 SC0572  DESIGNATION -  C 421
 SC0572  PID         -  SC0572
 SC0572  STATE/COUNTY-  OR/CLATSOP
 SC0572  USGS QUAD   -  WARRENTON (1996)
 SC0572
 SC0572                         *CURRENT SURVEY CONTROL
 SC0572  ___________________________________________________________________
 SC0572* NAD 83(1986)-  46 09 15.     (N)    123 52 55.     (W)     SCALED    
 SC0572* NAVD 88     -         3.170  (meters)      10.40   (feet)  ADJUSTED  
 SC0572  ___________________________________________________________________
 SC0572  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 SC0572  DYNAMIC HT  -           3.170 (meters)      10.40  (feet)  COMP
 SC0572  MODELED GRAV-     980,710.1   (mgal)                       NAVD 88
 SC0572
 SC0572  VERT ORDER  -  SECOND    CLASS 0
 SC0572
 SC0572.This mark is at Astoria Regional Airport (AST)
 SC0572
 SC0572.The horizontal coordinates were scaled from a topographic map and have
 SC0572.an estimated accuracy of +/- 6 seconds.
 SC0572
 SC0572.The orthometric height was determined by differential leveling
 SC0572.and adjusted in June 1991.
 SC0572
 SC0572.The geoid height was determined by GEOID03.
 SC0572
 SC0572.The dynamic height is computed by dividing the NAVD 88
 SC0572.geopotential number by the normal gravity value computed on the
 SC0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0572.degrees latitude (g = 980.6199 gals.).
 SC0572
 SC0572.The modeled gravity was interpolated from observed gravity values.
 SC0572
 SC0572;                    North         East    Units  Estimated Accuracy
 SC0572;SPC OR N     -   281,900.    2,238,820.      MT  (+/- 180 meters Scaled)
 SC0572
 SC0572                          SUPERSEDED SURVEY CONTROL
 SC0572
 SC0572  NGVD 29 (??/??/92)    2.061  (m)            6.76   (f) ADJ UNCH    2 0
 SC0572
 SC0572.Superseded values are not recommended for survey control.
 SC0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0572.See file dsdata.txt to determine how the superseded data were derived.
 SC0572
 SC0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS318115(NAD 83)
 SC0572_MARKER: DB = BENCH MARK DISK
 SC0572_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 SC0572_SP_SET: HANGAR CANOPY SUPPORT PILLAR
 SC0572_STAMPING: C 421 1955
 SC0572_MARK LOGO: CGS   
 SC0572_MAGNETIC: N = NO MAGNETIC MATERIAL
 SC0572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0572+STABILITY: SURFACE MOTION
 SC0572_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SC0572+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2003
 SC0572
 SC0572  HISTORY     - Date     Condition        Report By
 SC0572  HISTORY     - 1955     MONUMENTED       CGS
 SC0572  HISTORY     - 1965     GOOD             NGS
 SC0572  HISTORY     - 1968     GOOD             NGS
 SC0572  HISTORY     - 1978     GOOD             USGS
 SC0572  HISTORY     - 1987     GOOD             NGS
 SC0572  HISTORY     - 19960822 GOOD             CHANCE
 SC0572  HISTORY     - 20020914 GOOD             USPSQD
 SC0572  HISTORY     - 20031003 GOOD             ORION
 SC0572
 SC0572                          STATION DESCRIPTION
 SC0572
 SC0572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 SC0572'3.5 MI SW FROM ASTORIA.
 SC0572'3 1/2 MILES SOUTHWEST OF ASTORIA AT THE CLATSOP COUNTY AIRPORT, NEAR
 SC0572'THE NORTHWEST CORNER OF THE LARGE DOUBLE HANGER, BETWEEN 2-4 BY 9 FOOT
 SC0572'CONCRETE PILLARS, 21 1/2 FEET EAST OF THE NORTHWEST CORNER OF THE
 SC0572'HANGER, 14 FEET SOUTHEAST OF THE MAIL BOX AND 0.7 FOOT SOUTH OF THE
 SC0572'SOUTHWEST CORNER OF THE NORTH PILLAR.  CEMENTED IN A DRILL HOLE IN THE
 SC0572'CONCRETE BASE OF THE PILLAR.
 SC0572
 SC0572                          STATION RECOVERY (1968)
 SC0572
 SC0572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 SC0572'RECOVERED IN GOOD CONDITION.
 SC0572
 SC0572                          STATION RECOVERY (1978)
 SC0572
 SC0572'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 SC0572'RECOVERED IN GOOD CONDITION.
 SC0572
 SC0572                          STATION RECOVERY (1987)
 SC0572
 SC0572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SC0572'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  11.2 KM
 SC0572'(6.95 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 BUSINESS FROM ITS
 SC0572'JUNCTION WITH U.S. HIGHWAY 101 IN ASTORIA, THENCE 1.1 KM (0.70 MI)
 SC0572'EAST ALONG SOUTHEAST 12TH PLACE, THENCE 0.7 KM (0.45 MI) EAST ALONG
 SC0572'AIRPORT ROAD, THENCE 0.2 KM (0.10 MI) NORTH ALONG FLIGHTLINE DRIVE,
 SC0572'THENCE 0.2 KM (0.10 MI) EAST ALONG THE ENTRANCE ROAD TO THE TAXIWAY
 SC0572'OF THE CLATSOP COUNTY AIRPORT, IN THE NORTHWEST CORNER OF THE
 SC0572'FOUNDATION OF THE EAST ONE OF TWO 5 BY 9 FOOT PILLARS AT THE
 SC0572'NORTHEAST CORNER OF A LARGE DOUBLE HANGAR, 18.0 M (59.1 FT) SOUTH OF
 SC0572'THE CENTER OF THE ENTRANCE ROAD, 6.5 M (21.3 FT) SOUTHEAST OF THE
 SC0572'NORTHEAST CORNER OF THE HANGAR, 2.5 M (8.2 FT) EAST OF THE EAST FACE
 SC0572'OF THE HANGAR, AND 0.2 M (0.7 FT) SOUTH OF THE NORTHWEST CORNER OF
 SC0572'THE PILLAR.  NOTE--NOT LEVELED TO THIS SURVEY.
 SC0572'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 SC0572
 SC0572                          STATION RECOVERY (1996)
 SC0572
 SC0572'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 SC0572'THE STATION IS LOCATED ABOUT 11 MILES (17.7 KM) NORTH OF SEASIDE, 2
 SC0572'MILES (3.2 KM) EAST OF WARRENTON AND 2.5 MILES (4.0 KM) SOUTHWEST OF
 SC0572'ASTORIA AT THE ASTORIA REGIONAL AIRPORT, RON LARSEN - AIRPORT
 SC0572'OPERATIONS, PHONE 503-325-4521  THE STATION WAS RECOVERED AS DESCRIBED
 SC0572'BY NGS IN 1987, BUT COULD NOT BE ACCESSED, THE HANGAR HAS BEEN LEASED
 SC0572'BY A PRIVATE FIRM AND IS SURROUNDED BY A SECURITY FENCE.  STATION WAS
 SC0572'SPOTTED FROM OUTSIDE PERIMETER FENCE BUT TIES AND OTHER MEASUREMENTS
 SC0572'COULD NOT BE CONFIRMED.  ACCESS MAY BE POSSIBLE BUT WAS NOT PURSUED ON
 SC0572'THIS OCCASION
 SC0572
 SC0572                          STATION RECOVERY (2002)
 SC0572
 SC0572'RECOVERY NOTE BY US POWER SQUADRON 2002 (RCC)
 SC0572'RECOVERED IN GOOD CONDITION.
 SC0572
 SC0572                          STATION RECOVERY (2003)
 SC0572
 SC0572'RECOVERY NOTE BY ORION GPS 2003 (JDP)
 SC0572'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0590 ***********************************************************************
 QB0590  DESIGNATION -  C 422
 QB0590  PID         -  QB0590
 QB0590  STATE/COUNTY-  OR/BAKER
 QB0590  USGS QUAD   -  GLASGOW BUTTE (1988)
 QB0590
 QB0590                         *CURRENT SURVEY CONTROL
 QB0590  ___________________________________________________________________
 QB0590* NAD 83(1986)-  44 49 04.     (N)    117 22 48.     (W)     SCALED    
 QB0590* NAVD 88     -       777.746  (meters)    2551.66   (feet)  ADJUSTED  
 QB0590  ___________________________________________________________________
 QB0590  GEOID HEIGHT-         -16.49  (meters)                     GEOID03
 QB0590  DYNAMIC HT  -         777.543 (meters)    2550.99  (feet)  COMP
 QB0590  MODELED GRAV-     980,331.3   (mgal)                       NAVD 88
 QB0590
 QB0590  VERT ORDER  -  SECOND    CLASS 0
 QB0590
 QB0590.The horizontal coordinates were scaled from a topographic map and have
 QB0590.an estimated accuracy of +/- 6 seconds.
 QB0590
 QB0590.The orthometric height was determined by differential leveling
 QB0590.and adjusted in June 1991.
 QB0590
 QB0590.The geoid height was determined by GEOID03.
 QB0590
 QB0590.The dynamic height is computed by dividing the NAVD 88
 QB0590.geopotential number by the normal gravity value computed on the
 QB0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0590.degrees latitude (g = 980.6199 gals.).
 QB0590
 QB0590.The modeled gravity was interpolated from observed gravity values.
 QB0590
 QB0590;                    North         East    Units  Estimated Accuracy
 QB0590;SPC OR N     -   132,680.    2,746,700.      MT  (+/- 180 meters Scaled)
 QB0590
 QB0590                          SUPERSEDED SURVEY CONTROL
 QB0590
 QB0590  NGVD 29 (??/??/92)  776.693  (m)         2548.20   (f) ADJ UNCH    2 0
 QB0590
 QB0590.Superseded values are not recommended for survey control.
 QB0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0590.See file dsdata.txt to determine how the superseded data were derived.
 QB0590
 QB0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK699627(NAD 83)
 QB0590_MARKER: DB = BENCH MARK DISK
 QB0590_SETTING: 80 = SET IN A BOULDER
 QB0590_SP_SET: BOULDER
 QB0590_STAMPING: C 422 1946
 QB0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0590+STABILITY: SURFACE MOTION
 QB0590
 QB0590  HISTORY     - Date     Condition        Report By
 QB0590  HISTORY     - 1946     MONUMENTED       CGS
 QB0590  HISTORY     - 1957     GOOD             NGS
 QB0590  HISTORY     - 19850725 GOOD             USPSQD
 QB0590
 QB0590                          STATION DESCRIPTION
 QB0590
 QB0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 QB0590'15.2 MI W FROM RICHLAND.
 QB0590'ALONG STATE HIGHWAY NO. 86, 15.2 MILES WEST OF THE POST OFFICE AT
 QB0590'RICHLAND, 45.6 FEET NORTH OF CENTER OF THE HIGHWAY, 38.8 FEET
 QB0590'NORTHWEST OF A BRIDGE, 8.0 FEET SOUTH OF A FENCE LINE, ABOUT 2 FEET
 QB0590'ABOVE THE HIGHWAY, SET IN TOP OF A GRANITE BOULDER.  NOTE-- 110 FEET
 QB0590'NORTH C/L HIGHWAY AND 1.0 FEET BELOW HIGHWAY 8.0 FEET SOUTH OF FENCE
 QB0590'AT EAST EDGE OF GATE.
 QB0590
 QB0590                          STATION RECOVERY (1957)
 QB0590
 QB0590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 QB0590'RECOVERED IN GOOD CONDITION.
 QB0590
 QB0590                          STATION RECOVERY (1985)
 QB0590
 QB0590'RECOVERY NOTE BY US POWER SQUADRON 1985 (TGL)
 QB0590'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0109 ***********************************************************************
 QD0109  DESIGNATION -  C 423
 QD0109  PID         -  QD0109
 QD0109  STATE/COUNTY-  OR/WHEELER
 QD0109  USGS QUAD   -  PAINTED HILLS (1968)
 QD0109
 QD0109                         *CURRENT SURVEY CONTROL
 QD0109  ___________________________________________________________________
 QD0109* NAD 83(1986)-  44 44 15.     (N)    120 17 09.     (W)     SCALED    
 QD0109* NAVD 88     -       455.623  (meters)    1494.82   (feet)  ADJUSTED  
 QD0109  ___________________________________________________________________
 QD0109  GEOID HEIGHT-         -20.46  (meters)                     GEOID03
 QD0109  DYNAMIC HT  -         455.510 (meters)    1494.45  (feet)  COMP
 QD0109  MODELED GRAV-     980,357.8   (mgal)                       NAVD 88
 QD0109
 QD0109  VERT ORDER  -  SECOND    CLASS 0
 QD0109
 QD0109.The horizontal coordinates were scaled from a topographic map and have
 QD0109.an estimated accuracy of +/- 6 seconds.
 QD0109
 QD0109.The orthometric height was determined by differential leveling
 QD0109.and adjusted in June 1991.
 QD0109
 QD0109.The geoid height was determined by GEOID03.
 QD0109
 QD0109.The dynamic height is computed by dividing the NAVD 88
 QD0109.geopotential number by the normal gravity value computed on the
 QD0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0109.degrees latitude (g = 980.6199 gals.).
 QD0109
 QD0109.The modeled gravity was interpolated from observed gravity values.
 QD0109
 QD0109;                    North         East    Units  Estimated Accuracy
 QD0109;SPC OR N     -   119,020.    2,516,960.      MT  (+/- 180 meters Scaled)
 QD0109
 QD0109                          SUPERSEDED SURVEY CONTROL
 QD0109
 QD0109  NGVD 29 (??/??/92)  454.510  (m)         1491.17   (f) ADJ UNCH    2 0
 QD0109
 QD0109.Superseded values are not recommended for survey control.
 QD0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0109.See file dsdata.txt to determine how the superseded data were derived.
 QD0109
 QD0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGQ148573(NAD 83)
 QD0109_MARKER: DB = BENCH MARK DISK
 QD0109_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QD0109_SP_SET: SHELF
 QD0109_STAMPING: C 423 1946
 QD0109_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0109
 QD0109  HISTORY     - Date     Condition        Report By
 QD0109  HISTORY     - 1946     MONUMENTED       CGS
 QD0109  HISTORY     - 1968     MARK NOT FOUND   NGS
 QD0109
 QD0109                          STATION DESCRIPTION
 QD0109
 QD0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 QD0109'7.6 MI W FROM TWICKENHAM.
 QD0109'ABOUT 7.6 MILES WEST ALONG THE JOHN DAY RIVER FROM THE BRIDGE AT
 QD0109'TWICKENHAM, SET IN THE TOP OF THE LOWEST SHELF OF A STAIR-SHAPED CLIFF
 QD0109'EXTENDING ABOUT 30 FEET HIGH ON THE SOUTH BANK OF THE RIVER, 301 FEET
 QD0109'EAST OF THE EAST END OF A LARGE IRRIGATED MEADOW, 15 FEET SOUTH OF THE
 QD0109'EDGE OF THE RIVER, ABOUT 6 FEET ABOVE HIGH WATER MARK, AND 4 FEET
 QD0109'ABOVE THE GROUND LEVEL.
 QD0109
 QD0109                          STATION RECOVERY (1968)
 QD0109
 QD0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 QD0109'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0377 ***********************************************************************
 RC0377  DESIGNATION -  C 424
 RC0377  PID         -  RC0377
 RC0377  STATE/COUNTY-  OR/GILLIAM
 RC0377  USGS QUAD   -  CHIMNEY SPRINGS (1970)
 RC0377
 RC0377                         *CURRENT SURVEY CONTROL
 RC0377  ___________________________________________________________________
 RC0377* NAD 83(1986)-  45 04 42.     (N)    120 29 58.     (W)     SCALED    
 RC0377* NAVD 88     -       347.295  (meters)    1139.42   (feet)  ADJUSTED  
 RC0377  ___________________________________________________________________
 RC0377  GEOID HEIGHT-         -20.63  (meters)                     GEOID03
 RC0377  DYNAMIC HT  -         347.218 (meters)    1139.16  (feet)  COMP
 RC0377  MODELED GRAV-     980,388.4   (mgal)                       NAVD 88
 RC0377
 RC0377  VERT ORDER  -  SECOND    CLASS 0
 RC0377
 RC0377.The horizontal coordinates were scaled from a topographic map and have
 RC0377.an estimated accuracy of +/- 6 seconds.
 RC0377
 RC0377.The orthometric height was determined by differential leveling
 RC0377.and adjusted in June 1991.
 RC0377
 RC0377.The geoid height was determined by GEOID03.
 RC0377
 RC0377.The dynamic height is computed by dividing the NAVD 88
 RC0377.geopotential number by the normal gravity value computed on the
 RC0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0377.degrees latitude (g = 980.6199 gals.).
 RC0377
 RC0377.The modeled gravity was interpolated from observed gravity values.
 RC0377
 RC0377;                    North         East    Units  Estimated Accuracy
 RC0377;SPC OR N     -   156,870.    2,500,040.      MT  (+/- 180 meters Scaled)
 RC0377
 RC0377                          SUPERSEDED SURVEY CONTROL
 RC0377
 RC0377  NGVD 29 (??/??/92)  346.205  (m)         1135.84   (f) ADJ UNCH    2 0
 RC0377
 RC0377.Superseded values are not recommended for survey control.
 RC0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0377.See file dsdata.txt to determine how the superseded data were derived.
 RC0377
 RC0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ968946(NAD 83)
 RC0377_MARKER: DB = BENCH MARK DISK
 RC0377_SETTING: 66 = SET IN ROCK OUTCROP
 RC0377_SP_SET: ROCK OUTCROP
 RC0377_STAMPING: C 424 1946
 RC0377_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RC0377+STABILITY: POSITION/ELEVATION WELL
 RC0377
 RC0377  HISTORY     - Date     Condition        Report By
 RC0377  HISTORY     - 1946     MONUMENTED       CGS
 RC0377  HISTORY     - 1970     MARK NOT FOUND   NGS
 RC0377
 RC0377                          STATION DESCRIPTION
 RC0377
 RC0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RC0377'16.7 MI N FROM CLARNO.
 RC0377'ABOUT 16.7 MILES NORTH ALONG THE JOHN DAY RIVER FROM THE POST OFFICE
 RC0377'AT CLARNO, SET IN THE TOP OF A LARGE ROCK OUT CROP EXTENDING OUT OF
 RC0377'THE SIDE OF A STEEP ROCKY HILL SIDE, ABOUT 0.2 MILE NORTH OF A RANCH
 RC0377'HOUSE, IN DIRECT LINE WITH A LARGE JUNIPER TREE OR THE WEST BANK OF
 RC0377'THE RIVER, 31 FEET EAST OF EDGE OF RIVER, ABOUT 10 FEET ABOVE HIGH
 RC0377'WATER LEVEL, 16 FEET ABOVE THE GROUND LEVEL.
 RC0377
 RC0377                          STATION RECOVERY (1970)
 RC0377
 RC0377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 RC0377'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0025 ***********************************************************************
 RC0025  DESIGNATION -  C 425
 RC0025  PID         -  RC0025
 RC0025  STATE/COUNTY-  OR/SHERMAN
 RC0025  USGS QUAD   -  INDIAN COVE (1970)
 RC0025
 RC0025                         *CURRENT SURVEY CONTROL
 RC0025  ___________________________________________________________________
 RC0025* NAD 83(1986)-  45 18 04.     (N)    120 32 48.     (W)     SCALED    
 RC0025* NAVD 88     -       238.946  (meters)     783.94   (feet)  ADJUSTED  
 RC0025  ___________________________________________________________________
 RC0025  GEOID HEIGHT-         -21.00  (meters)                     GEOID03
 RC0025  DYNAMIC HT  -         238.899 (meters)     783.79  (feet)  COMP
 RC0025  MODELED GRAV-     980,416.2   (mgal)                       NAVD 88
 RC0025
 RC0025  VERT ORDER  -  SECOND    CLASS 0
 RC0025
 RC0025.The horizontal coordinates were scaled from a topographic map and have
 RC0025.an estimated accuracy of +/- 6 seconds.
 RC0025
 RC0025.The orthometric height was determined by differential leveling
 RC0025.and adjusted in June 1991.
 RC0025
 RC0025.The geoid height was determined by GEOID03.
 RC0025
 RC0025.The dynamic height is computed by dividing the NAVD 88
 RC0025.geopotential number by the normal gravity value computed on the
 RC0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0025.degrees latitude (g = 980.6199 gals.).
 RC0025
 RC0025.The modeled gravity was interpolated from observed gravity values.
 RC0025
 RC0025;                    North         East    Units  Estimated Accuracy
 RC0025;SPC OR N     -   181,620.    2,496,340.      MT  (+/- 180 meters Scaled)
 RC0025
 RC0025                          SUPERSEDED SURVEY CONTROL
 RC0025
 RC0025  NGVD 29 (??/??/92)  237.889  (m)          780.47   (f) ADJ UNCH    2 0
 RC0025
 RC0025.Superseded values are not recommended for survey control.
 RC0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0025.See file dsdata.txt to determine how the superseded data were derived.
 RC0025
 RC0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR923193(NAD 83)
 RC0025_MARKER: DB = BENCH MARK DISK
 RC0025_SETTING: 80 = SET IN A BOULDER
 RC0025_SP_SET: BOULDER
 RC0025_STAMPING: C 425 1946
 RC0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0025+STABILITY: SURFACE MOTION
 RC0025
 RC0025  HISTORY     - Date     Condition        Report By
 RC0025  HISTORY     - 1946     MONUMENTED       CGS
 RC0025  HISTORY     - 1970     MARK NOT FOUND   NGS
 RC0025
 RC0025                          STATION DESCRIPTION
 RC0025
 RC0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RC0025'46.2 MI N FROM CLARNO.
 RC0025'ABOUT 46.2 MILES NORTH ALONG THE JOHN DAY RIVER FROM THE POST OFFICE
 RC0025'AT CLARNO, SET IN THE TOP OF A LARGE PROMINENT BOULDER LYING IN THE
 RC0025'WEST EDGE OF THE RIVER, 59 FEET NORTH OF A GROUP OF 3 LARGE BIRCH
 RC0025'TREES, AT THE NORTH END OF A SANDY FLAT, NEAR THE HEAD OF A SWIFT
 RC0025'RAPID IN THE RIVER, ABOUT 3 FEET ABOVE THE IMMEDIATE GROUND LEVEL,
 RC0025'ABOUT 3 FEET BELOW THE HIGH WATER MARK.
 RC0025
 RC0025                          STATION RECOVERY (1970)
 RC0025
 RC0025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 RC0025'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0073 ***********************************************************************
 QE0073  DESIGNATION -  C 426
 QE0073  PID         -  QE0073
 QE0073  STATE/COUNTY-  OR/MARION
 QE0073  USGS QUAD   -  MOTHER LODE MOUNTAIN (1994)
 QE0073
 QE0073                         *CURRENT SURVEY CONTROL
 QE0073  ___________________________________________________________________
 QE0073* NAD 83(1986)-  44 48 12.     (N)    122 05 44.     (W)     SCALED    
 QE0073* NAVD 88     -       771.531  (meters)    2531.26   (feet)  ADJUSTED  
 QE0073  ___________________________________________________________________
 QE0073  GEOID HEIGHT-         -21.60  (meters)                     GEOID03
 QE0073  DYNAMIC HT  -         771.325 (meters)    2530.59  (feet)  COMP
 QE0073  MODELED GRAV-     980,326.3   (mgal)                       NAVD 88
 QE0073
 QE0073  VERT ORDER  -  SECOND    CLASS 0
 QE0073
 QE0073.The horizontal coordinates were scaled from a topographic map and have
 QE0073.an estimated accuracy of +/- 6 seconds.
 QE0073
 QE0073.The orthometric height was determined by differential leveling
 QE0073.and adjusted in June 1991.
 QE0073
 QE0073.The geoid height was determined by GEOID03.
 QE0073
 QE0073.The dynamic height is computed by dividing the NAVD 88
 QE0073.geopotential number by the normal gravity value computed on the
 QE0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0073.degrees latitude (g = 980.6199 gals.).
 QE0073
 QE0073.The modeled gravity was interpolated from observed gravity values.
 QE0073
 QE0073;                    North         East    Units  Estimated Accuracy
 QE0073;SPC OR N     -   127,560.    2,373,790.      MT  (+/- 180 meters Scaled)
 QE0073
 QE0073                          SUPERSEDED SURVEY CONTROL
 QE0073
 QE0073  NGVD 29 (??/??/92)  770.399  (m)         2527.55   (f) ADJ UNCH    2 0
 QE0073
 QE0073.Superseded values are not recommended for survey control.
 QE0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0073.See file dsdata.txt to determine how the superseded data were derived.
 QE0073
 QE0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ715615(NAD 83)
 QE0073_MARKER: DB = BENCH MARK DISK
 QE0073_SETTING: 80 = SET IN A BOULDER
 QE0073_SP_SET: BOULDER
 QE0073_STAMPING: C 426 1946
 QE0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0073+STABILITY: SURFACE MOTION
 QE0073
 QE0073  HISTORY     - Date     Condition        Report By
 QE0073  HISTORY     - 1946     MONUMENTED       CGS
 QE0073  HISTORY     - 1982     MARK NOT FOUND   USGS
 QE0073  HISTORY     - 19950925 MARK NOT FOUND   NGS
 QE0073
 QE0073                          STATION DESCRIPTION
 QE0073
 QE0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 QE0073'8.5 MI NE FROM DETROIT.
 QE0073'ABOUT 6.0 MILES NORTHEAST ALONG THE BREITENBUSH ROAD FROM THE POST
 QE0073'OFFICE AT DETROIT, THENCE 2.5 MILES NORTH ALONG THE ELK LAKE FOREST
 QE0073'SERVICE ROAD, ABOUT 0.15 MILE SOUTH OF THE WOODEN BRIDGE OVER DUNLAP
 QE0073'CREEK, 12 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, SET IN TOP OF
 QE0073'A LARGE BOULDER WHICH PROJECTS ABOUT 4 FEET ABOVE THE GROUND AND ROAD
 QE0073'LEVEL.  A WHITE BM PAINTED ON THE SOUTHWEST FACE OF THE BOULDER.
 QE0073
 QE0073                          STATION RECOVERY (1982)
 QE0073
 QE0073'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 QE0073'MARK NOT FOUND.
 QE0073
 QE0073                          STATION RECOVERY (1995)
 QE0073
 QE0073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (LLR)
 QE0073'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1484 ***********************************************************************
 RC1484  DESIGNATION -  C 427
 RC1484  PID         -  RC1484
 RC1484  STATE/COUNTY-  OR/CLACKAMAS
 RC1484  USGS QUAD   -  TIMOTHY LAKE (1997)
 RC1484
 RC1484                         *CURRENT SURVEY CONTROL
 RC1484  ___________________________________________________________________
 RC1484* NAD 83(1986)-  45 06 56.     (N)    121 46 49.     (W)     SCALED    
 RC1484* NAVD 88     -       975.331  (meters)    3199.90   (feet)  ADJUSTED  
 RC1484  ___________________________________________________________________
 RC1484  GEOID HEIGHT-         -21.07  (meters)                     GEOID03
 RC1484  DYNAMIC HT  -         975.089 (meters)    3199.10  (feet)  COMP
 RC1484  MODELED GRAV-     980,335.6   (mgal)                       NAVD 88
 RC1484
 RC1484  VERT ORDER  -  SECOND    CLASS 0
 RC1484
 RC1484.The horizontal coordinates were scaled from a topographic map and have
 RC1484.an estimated accuracy of +/- 6 seconds.
 RC1484
 RC1484.The orthometric height was determined by differential leveling
 RC1484.and adjusted in June 1991.
 RC1484
 RC1484.The geoid height was determined by GEOID03.
 RC1484
 RC1484.The dynamic height is computed by dividing the NAVD 88
 RC1484.geopotential number by the normal gravity value computed on the
 RC1484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1484.degrees latitude (g = 980.6199 gals.).
 RC1484
 RC1484.The modeled gravity was interpolated from observed gravity values.
 RC1484
 RC1484;                    North         East    Units  Estimated Accuracy
 RC1484;SPC OR N     -   161,800.    2,399,270.      MT  (+/- 180 meters Scaled)
 RC1484
 RC1484                          SUPERSEDED SURVEY CONTROL
 RC1484
 RC1484  NGVD 29 (??/??/92)  974.223  (m)         3196.26   (f) ADJ UNCH    2 0
 RC1484
 RC1484.Superseded values are not recommended for survey control.
 RC1484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1484.See file dsdata.txt to determine how the superseded data were derived.
 RC1484
 RC1484_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ959965(NAD 83)
 RC1484_MARKER: DB = BENCH MARK DISK
 RC1484_SETTING: 0 = UNSPECIFIED SETTING
 RC1484_STAMPING: C 427 1946
 RC1484_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC1484
 RC1484  HISTORY     - Date     Condition        Report By
 RC1484  HISTORY     - 1946     MONUMENTED       CGS
 RC1484
 RC1484                          STATION DESCRIPTION
 RC1484
 RC1484'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RC1484'2.1 MI W FROM CLACKAMAS RANGER STA.
 RC1484'ABOUT 2.1 MILES WEST ALONG THE OAK GROVE FOREST SERVICE TRAIL FROM THE
 RC1484'CLACKAMAS RANGER STATION, AT THE CREST OF A RISE IN THE TRAIL, 9 FEET
 RC1484'SOUTH OF THE CENTER LINE OF THE TRAIL, 8 FEET WEST OF A 18-INCH FIR
 RC1484'TREE WITH A PAINTED TRIANGLE BLAZE, 7 FEET NORTH OF A 24-INCH FIR TREE
 RC1484'WITH A PAINTED TRIANGLE BLAZE, 2 FEET EAST OF A WHITE WOODEN REFERENCE
 RC1484'POST, BRONZE DISK WELDED ON TOP OF A 3 1/2 INCH IRON PIPE WHICH
 RC1484'PROJECTS 0.3 FOOT ABOVE THE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1383 ***********************************************************************
 RC1383  DESIGNATION -  C 428
 RC1383  PID         -  RC1383
 RC1383  STATE/COUNTY-  OR/CLACKAMAS
 RC1383  USGS QUAD   -  MOUNT MITCHELL (1997)
 RC1383
 RC1383                         *CURRENT SURVEY CONTROL
 RC1383  ___________________________________________________________________
 RC1383* NAD 83(1986)-  45 04 39.     (N)    121 56 16.     (W)     SCALED    
 RC1383* NAVD 88     -       710.528  (meters)    2331.12   (feet)  ADJUSTED  
 RC1383  ___________________________________________________________________
 RC1383  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 RC1383  DYNAMIC HT  -         710.359 (meters)    2330.57  (feet)  COMP
 RC1383  MODELED GRAV-     980,357.2   (mgal)                       NAVD 88
 RC1383
 RC1383  VERT ORDER  -  SECOND    CLASS 0
 RC1383
 RC1383.The horizontal coordinates were scaled from a topographic map and have
 RC1383.an estimated accuracy of +/- 6 seconds.
 RC1383
 RC1383.The orthometric height was determined by differential leveling
 RC1383.and adjusted in June 1991.
 RC1383
 RC1383.The geoid height was determined by GEOID03.
 RC1383
 RC1383.The dynamic height is computed by dividing the NAVD 88
 RC1383.geopotential number by the normal gravity value computed on the
 RC1383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1383.degrees latitude (g = 980.6199 gals.).
 RC1383
 RC1383.The modeled gravity was interpolated from observed gravity values.
 RC1383
 RC1383;                    North         East    Units  Estimated Accuracy
 RC1383;SPC OR N     -   157,780.    2,386,810.      MT  (+/- 180 meters Scaled)
 RC1383
 RC1383                          SUPERSEDED SURVEY CONTROL
 RC1383
 RC1383  NGVD 29 (??/??/92)  709.414  (m)         2327.47   (f) ADJ UNCH    2 0
 RC1383
 RC1383.Superseded values are not recommended for survey control.
 RC1383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1383.See file dsdata.txt to determine how the superseded data were derived.
 RC1383
 RC1383_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ836921(NAD 83)
 RC1383_MARKER: DB = BENCH MARK DISK
 RC1383_SETTING: 80 = SET IN A BOULDER
 RC1383_SP_SET: BOULDER
 RC1383_STAMPING: C 428 1946
 RC1383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1383+STABILITY: SURFACE MOTION
 RC1383
 RC1383  HISTORY     - Date     Condition        Report By
 RC1383  HISTORY     - 1946     MONUMENTED       CGS
 RC1383  HISTORY     - 1983     MARK NOT FOUND   USGS
 RC1383
 RC1383                          STATION DESCRIPTION
 RC1383
 RC1383'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RC1383'5.7 MI NE FROM OAK GROVE RANGER STA..
 RC1383'ABOUT 5.7 MILES NORTHEAST ALONG THE SHELLROCK ROAD FROM THE OAK GROVE
 RC1383'RANGER STATION, AT COT CREEK, 14 FEET NORTHWEST OF THE CENTER LINE OF
 RC1383'THE ROAD, 4 FEET NORTH OF THE NORTHWEST CORNER OF THE WOODEN BRIDGE
 RC1383'OVER COT CREEK, SET IN TOP OF A BOULDER WHICH IS ABOUT 2 FEET LOWER
 RC1383'THAN THE SURFACE OF THE ROAD.
 RC1383
 RC1383                          STATION RECOVERY (1983)
 RC1383
 RC1383'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 RC1383'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0198 ***********************************************************************
 RD0198  DESIGNATION -  C 429
 RD0198  PID         -  RD0198
 RD0198  STATE/COUNTY-  OR/CLACKAMAS
 RD0198  USGS QUAD   -  BEDFORD POINT (1997)
 RD0198
 RD0198                         *CURRENT SURVEY CONTROL
 RD0198  ___________________________________________________________________
 RD0198* NAD 83(1986)-  45 13 36.     (N)    122 13 24.     (W)     SCALED    
 RD0198* NAVD 88     -       526.666  (meters)    1727.90   (feet)  POSTED    
 RD0198  ___________________________________________________________________
 RD0198  GEOID HEIGHT-         -22.26  (meters)                     GEOID03
 RD0198  DYNAMIC HT  -         526.590 (meters)    1727.65  (feet)  COMP
 RD0198  MODELED GRAV-     980,450.3   (mgal)                       NAVD 88
 RD0198
 RD0198  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 RD0198
 RD0198.The horizontal coordinates were scaled from a topographic map and have
 RD0198.an estimated accuracy of +/- 6 seconds.
 RD0198
 RD0198.The orthometric height was determined by differential leveling
 RD0198.and adjusted by the  in 1992.
 RD0198.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 RD0198.rate of 0.0 thru 1.0 mm/km.
 RD0198
 RD0198.The geoid height was determined by GEOID03.
 RD0198
 RD0198.The dynamic height is computed by dividing the NAVD 88
 RD0198.geopotential number by the normal gravity value computed on the
 RD0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0198.degrees latitude (g = 980.6199 gals.).
 RD0198
 RD0198.The modeled gravity was interpolated from observed gravity values.
 RD0198
 RD0198;                    North         East    Units  Estimated Accuracy
 RD0198;SPC OR N     -   174,790.    2,364,680.      MT  (+/- 180 meters Scaled)
 RD0198
 RD0198                          SUPERSEDED SURVEY CONTROL
 RD0198
 RD0198  NGVD 29 (??/??/92)  525.608  (m)         1724.43   (f) ADJ UNCH    2 0
 RD0198
 RD0198.Superseded values are not recommended for survey control.
 RD0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0198.See file dsdata.txt to determine how the superseded data were derived.
 RD0198
 RD0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER609084(NAD 83)
 RD0198_MARKER: DB = BENCH MARK DISK
 RD0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0198_STAMPING: C 429 1946
 RD0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0198+STABILITY: SURFACE MOTION
 RD0198
 RD0198  HISTORY     - Date     Condition        Report By
 RD0198  HISTORY     - 1946     MONUMENTED       CGS
 RD0198  HISTORY     - 1970     MARK NOT FOUND   NGS
 RD0198
 RD0198                          STATION DESCRIPTION
 RD0198
 RD0198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 RD0198'11 MI SE FROM ESTACADA.
 RD0198'FROM THE HIGH SCHOOL GO SOUTH 0.7 MILE TO THE JUNCTION OF THE
 RD0198'CLACKAMAS RIVER ROAD AND HIGHWAY 211.  THENCE SOUTHEAST ALONG THE
 RD0198'CLACKAMAS RIVER ROAD 7.3 MILES TO THE NORTH FORK GUARD STATION. THENCE
 RD0198'NORTHEAST ALONG THE LA DEE ROAD 3.0 MILES.  23 FEET NORTHEAST OF THE
 RD0198'CENTER LINE OF THE ROAD.  23 FEET NORTH OF A TELEPHONE POLE SET IN A
 RD0198'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0046 ***********************************************************************
 OA0046  DESIGNATION -  C 43
 OA0046  PID         -  OA0046
 OA0046  STATE/COUNTY-  OR/CURRY
 OA0046  USGS QUAD   -  OPHIR (1986)
 OA0046
 OA0046                         *CURRENT SURVEY CONTROL
 OA0046  ___________________________________________________________________
 OA0046* NAD 83(1986)-  42 33 38.     (N)    124 22 58.     (W)     SCALED    
 OA0046* NAVD 88     -         8.162  (meters)      26.78   (feet)  ADJUSTED  
 OA0046  ___________________________________________________________________
 OA0046  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 OA0046  DYNAMIC HT  -           8.159 (meters)      26.77  (feet)  COMP
 OA0046  MODELED GRAV-     980,377.7   (mgal)                       NAVD 88
 OA0046
 OA0046  VERT ORDER  -  FIRST     CLASS II
 OA0046
 OA0046.The horizontal coordinates were scaled from a topographic map and have
 OA0046.an estimated accuracy of +/- 6 seconds.
 OA0046
 OA0046.The orthometric height was determined by differential leveling
 OA0046.and adjusted in June 1991.
 OA0046
 OA0046.The geoid height was determined by GEOID03.
 OA0046
 OA0046.The dynamic height is computed by dividing the NAVD 88
 OA0046.geopotential number by the normal gravity value computed on the
 OA0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0046.degrees latitude (g = 980.6199 gals.).
 OA0046
 OA0046.The modeled gravity was interpolated from observed gravity values.
 OA0046
 OA0046;                    North         East    Units  Estimated Accuracy
 OA0046;SPC OR S     -   106,690.    1,181,280.      MT  (+/- 180 meters Scaled)
 OA0046
 OA0046                          SUPERSEDED SURVEY CONTROL
 OA0046
 OA0046  NGVD 29 (12/02/92)    7.075  (m)           23.21   (f) ADJUSTED    1 2
 OA0046
 OA0046.Superseded values are not recommended for survey control.
 OA0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0046.See file dsdata.txt to determine how the superseded data were derived.
 OA0046
 OA0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN864129(NAD 83)
 OA0046_MARKER: DD = SURVEY DISK
 OA0046_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OA0046_SP_SET: ABUTMENT
 OA0046_STAMPING: C 43 1931
 OA0046_MARK LOGO: ORHD  
 OA0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0046+STABILITY: SURFACE MOTION
 OA0046_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OA0046+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2002
 OA0046
 OA0046  HISTORY     - Date     Condition        Report By
 OA0046  HISTORY     - 1931     MONUMENTED       ORHD
 OA0046  HISTORY     - 1941     GOOD             NGS
 OA0046  HISTORY     - 1988     GOOD             NGS
 OA0046  HISTORY     - 20021009 GOOD             USPSQD
 OA0046
 OA0046                          STATION DESCRIPTION
 OA0046
 OA0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 OA0046'0.1 MI N FROM OPHIR.
 OA0046'0.1 MILE NORTH ALONG THE OREGON COAST HIGHWAY (U. S. 101) FROM THE
 OA0046'POST OFFICE AT OPHIR, CURRY COUNTY, AT THE NORTHWEST CORNER OF A
 OA0046'BRIDGE OVER EUCHRE CREEK, IN THE TOP OF THE ABUTMENT, AND AT A 4- BY
 OA0046'4-INCH WHITE WOODEN POST STENCILED U. S. B. M.  AN OREGON STATE
 OA0046'HIGHWAY DEPARTMENT STANDARD DISK, STAMPED C 43 1931.
 OA0046
 OA0046                          STATION RECOVERY (1988)
 OA0046
 OA0046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 OA0046'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN OPHIR, AT
 OA0046'THE INTERSECTION OF OPHIR ROAD AND OPHIR CREEK, IN TOP OF AND 0.2 M
 OA0046'(0.7 FT) EAST OF THE WEST END OF THE NORTH ABUTMENT OF A BRIDGE
 OA0046'SPANNING THE CREEK, AND 5.5 M (18.0 FT) WEST OF THE CENTERLINE OF THE
 OA0046'ROAD.
 OA0046'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 OA0046
 OA0046                          STATION RECOVERY (2002)
 OA0046
 OA0046'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 OA0046'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0148 ***********************************************************************
 RD0148  DESIGNATION -  C 430
 RD0148  PID         -  RD0148
 RD0148  STATE/COUNTY-  OR/CLACKAMAS
 RD0148  USGS QUAD   -  THREE LYNX (1985)
 RD0148
 RD0148                         *CURRENT SURVEY CONTROL
 RD0148  ___________________________________________________________________
 RD0148* NAD 83(1986)-  45 08 44.     (N)    122 05 35.     (W)     SCALED    
 RD0148* NAVD 88     -       347.488  (meters)    1140.05   (feet)  ADJUSTED  
 RD0148  ___________________________________________________________________
 RD0148  GEOID HEIGHT-         -21.76  (meters)                     GEOID03
 RD0148  DYNAMIC HT  -         347.429 (meters)    1139.86  (feet)  COMP
 RD0148  MODELED GRAV-     980,437.4   (mgal)                       NAVD 88
 RD0148
 RD0148  VERT ORDER  -  SECOND    CLASS 0
 RD0148
 RD0148.The horizontal coordinates were scaled from a topographic map and have
 RD0148.an estimated accuracy of +/- 6 seconds.
 RD0148
 RD0148.The orthometric height was determined by differential leveling
 RD0148.and adjusted in June 1991.
 RD0148
 RD0148.The geoid height was determined by GEOID03.
 RD0148
 RD0148.The dynamic height is computed by dividing the NAVD 88
 RD0148.geopotential number by the normal gravity value computed on the
 RD0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0148.degrees latitude (g = 980.6199 gals.).
 RD0148
 RD0148.The modeled gravity was interpolated from observed gravity values.
 RD0148
 RD0148;                    North         East    Units  Estimated Accuracy
 RD0148;SPC OR N     -   165,570.    2,374,730.      MT  (+/- 180 meters Scaled)
 RD0148
 RD0148                          SUPERSEDED SURVEY CONTROL
 RD0148
 RD0148  NGVD 29 (??/??/92)  346.415  (m)         1136.53   (f) ADJ UNCH    2 0
 RD0148
 RD0148.Superseded values are not recommended for survey control.
 RD0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0148.See file dsdata.txt to determine how the superseded data were derived.
 RD0148
 RD0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ713995(NAD 83)
 RD0148_MARKER: DB = BENCH MARK DISK
 RD0148_SETTING: 80 = SET IN A BOULDER
 RD0148_SP_SET: BOULDER
 RD0148_STAMPING: C 430 1946
 RD0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0148+STABILITY: SURFACE MOTION
 RD0148
 RD0148  HISTORY     - Date     Condition        Report By
 RD0148  HISTORY     - 1946     MONUMENTED       CGS
 RD0148  HISTORY     - 1972     MARK NOT FOUND   NGS
 RD0148  HISTORY     - 1983     MARK NOT FOUND   USGS
 RD0148  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 RD0148
 RD0148                          STATION DESCRIPTION
 RD0148
 RD0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RD0148'7.1 MI NW FROM OAK GROVE RANGER STA.
 RD0148'ABOUT 7.1 MILES NORTHWEST ALONG THE CLACKAMAS RIVER ROAD FROM THE OAK
 RD0148'GROVE RANGER STATION, ABOUT 2.1 MILES NORTHWEST OF THE THREE LYNX
 RD0148'POWER PLANT, ON TOP OF THE SOUTHEAST BANK OF A SMALL CREEK, AT A POINT
 RD0148'WHERE A LARGE CORRUGATED STEEL PIPE EXTENDS CUT OVER THE RIVER, 35
 RD0148'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 9 FEET SOUTHEAST OF THE
 RD0148'CENTER OF THE CREEK, SET IN TOP OF A FLAT BOULDER WHICH PROJECTS ABOUT
 RD0148'2 FEET ABOVE THE GROUND LEVEL AND ABOUT 8 FEET HIGHER THAN THE SURFACE
 RD0148'OF THE ROAD.
 RD0148
 RD0148                          STATION RECOVERY (1972)
 RD0148
 RD0148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 RD0148'MARK NOT FOUND.
 RD0148
 RD0148                          STATION RECOVERY (1983)
 RD0148
 RD0148'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 RD0148'MARK NOT FOUND.
 RD0148
 RD0148                          STATION RECOVERY (1989)
 RD0148
 RD0148'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RD0148'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0383 ***********************************************************************
 RC0383  DESIGNATION -  C 431
 RC0383  PID         -  RC0383
 RC0383  STATE/COUNTY-  OR/GILLIAM
 RC0383  USGS QUAD   -  MC DONALD (1975)
 RC0383
 RC0383                         *CURRENT SURVEY CONTROL
 RC0383  ___________________________________________________________________
 RC0383* NAD 83(1986)-  45 34 54.     (N)    120 24 28.     (W)     SCALED    
 RC0383* NAVD 88     -       123.075  (meters)     403.79   (feet)  ADJUSTED  
 RC0383  ___________________________________________________________________
 RC0383  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 RC0383  DYNAMIC HT  -         123.063 (meters)     403.75  (feet)  COMP
 RC0383  MODELED GRAV-     980,525.2   (mgal)                       NAVD 88
 RC0383
 RC0383  VERT ORDER  -  SECOND    CLASS 0
 RC0383
 RC0383.The horizontal coordinates were scaled from a topographic map and have
 RC0383.an estimated accuracy of +/- 6 seconds.
 RC0383
 RC0383.The orthometric height was determined by differential leveling
 RC0383.and adjusted in June 1991.
 RC0383
 RC0383.The geoid height was determined by GEOID03.
 RC0383
 RC0383.The dynamic height is computed by dividing the NAVD 88
 RC0383.geopotential number by the normal gravity value computed on the
 RC0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0383.degrees latitude (g = 980.6199 gals.).
 RC0383
 RC0383.The modeled gravity was interpolated from observed gravity values.
 RC0383
 RC0383;                    North         East    Units  Estimated Accuracy
 RC0383;SPC OR N     -   212,800.    2,507,200.      MT  (+/- 180 meters Scaled)
 RC0383
 RC0383                          SUPERSEDED SURVEY CONTROL
 RC0383
 RC0383  NGVD 29 (??/??/92)  122.072  (m)          400.50   (f) ADJ UNCH    2 0
 RC0383
 RC0383.Superseded values are not recommended for survey control.
 RC0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0383.See file dsdata.txt to determine how the superseded data were derived.
 RC0383
 RC0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGR022508(NAD 83)
 RC0383_MARKER: DB = BENCH MARK DISK
 RC0383_SETTING: 80 = SET IN A BOULDER
 RC0383_SP_SET: BOULDER
 RC0383_STAMPING: C 431 1946
 RC0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0383+STABILITY: SURFACE MOTION
 RC0383
 RC0383  HISTORY     - Date     Condition        Report By
 RC0383  HISTORY     - 1946     MONUMENTED       CGS
 RC0383
 RC0383                          STATION DESCRIPTION
 RC0383
 RC0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RC0383'26.7 MI S FROM RUFUS.
 RC0383'ABOUT 5.0 MILES EAST ALONG THE COLUMBIA RIVER HIGHWAY FROM THE POST
 RC0383'OFFICE AT RUFUS THENCE 21.7 MILES SOUTH ALONG THE JOHN DAY RIVER, SET
 RC0383'IN THE TOP OF THE LARGEST BOULDER IN THE IMMEDIATE VICINITY AND
 RC0383'EXTENDING ABOUT 4 FEET ABOVE THE IMMEDIATE GROUND LEVEL, 0.2 MILE EAST
 RC0383'OF A RANCH HOUSE ON THE WEST BANK OF THE RIVER, ABOUT 0.2 MILE NORTH
 RC0383'OF ROCK CREEK, 59 FEET WEST OF A WIRE FENCE RUNNING PARALLEL WITH THE
 RC0383'RIVER, 18 FEET NORTHEAST OF THE EDGE OF THE RIVER, ABOUT 1.0 FOOT
 RC0383'ABOVE THE HIGH WATER MARK OF THE RIVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0624 ***********************************************************************
 PB0624  DESIGNATION -  C 436
 PB0624  PID         -  PB0624
 PB0624  STATE/COUNTY-  OR/KLAMATH
 PB0624  USGS QUAD   -  MAZAMA (1967)
 PB0624
 PB0624                         *CURRENT SURVEY CONTROL
 PB0624  ___________________________________________________________________
 PB0624* NAD 83(1986)-  43 02 14.     (N)    121 49 33.     (W)     SCALED    
 PB0624* NAVD 88     -      1404.770  (meters)    4608.82   (feet)  ADJUSTED  
 PB0624  ___________________________________________________________________
 PB0624  GEOID HEIGHT-         -21.72  (meters)                     GEOID03
 PB0624  DYNAMIC HT  -        1403.992 (meters)    4606.26  (feet)  COMP
 PB0624  MODELED GRAV-     980,017.6   (mgal)                       NAVD 88
 PB0624
 PB0624  VERT ORDER  -  FIRST     CLASS II
 PB0624
 PB0624.The horizontal coordinates were scaled from a topographic map and have
 PB0624.an estimated accuracy of +/- 6 seconds.
 PB0624
 PB0624.The orthometric height was determined by differential leveling
 PB0624.and adjusted in June 1991.
 PB0624
 PB0624.The geoid height was determined by GEOID03.
 PB0624
 PB0624.The dynamic height is computed by dividing the NAVD 88
 PB0624.geopotential number by the normal gravity value computed on the
 PB0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0624.degrees latitude (g = 980.6199 gals.).
 PB0624
 PB0624.The modeled gravity was interpolated from observed gravity values.
 PB0624
 PB0624;                    North         East    Units  Estimated Accuracy
 PB0624;SPC OR S     -   153,100.    1,391,970.      MT  (+/- 180 meters Scaled)
 PB0624
 PB0624                          SUPERSEDED SURVEY CONTROL
 PB0624
 PB0624.No superseded survey control is available for this station.
 PB0624
 PB0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN956656(NAD 83)
 PB0624_MARKER: DB = BENCH MARK DISK
 PB0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0624_SP_SET: SQUARE CONCRETE MONUMENT
 PB0624_STAMPING: C 436 1949
 PB0624_MARK LOGO: ORHD  
 PB0624_MAGNETIC: N = NO MAGNETIC MATERIAL
 PB0624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0624+STABILITY: SURFACE MOTION
 PB0624_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PB0624+SATELLITE: SATELLITE OBSERVATIONS - July 08, 1988
 PB0624
 PB0624  HISTORY     - Date     Condition        Report By
 PB0624  HISTORY     - 1949     MONUMENTED       ORHD
 PB0624  HISTORY     - 19880708 GOOD             NGS
 PB0624
 PB0624                          STATION DESCRIPTION
 PB0624
 PB0624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 PB0624'20.7 KM (12.85 MI) SOUTHERLY ALONG U.S. HIGHWAY 97 FROM THE POST
 PB0624'OFFICE IN CHEMULT, 15.4 M (50.5 FT) EAST OF THE CENTERLINE OF THE
 PB0624'HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A SIGN USBM, LEVEL WITH THE HIGHWAY,
 PB0624'AND IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0411 ***********************************************************************
 OA0411  DESIGNATION -  C 44
 OA0411  PID         -  OA0411
 OA0411  STATE/COUNTY-  OR/COOS
 OA0411  USGS QUAD   -  BANDON (1970)
 OA0411
 OA0411                         *CURRENT SURVEY CONTROL
 OA0411  ___________________________________________________________________
 OA0411* NAD 83(1986)-  43 03 36.     (N)    124 24 55.     (W)     SCALED    
 OA0411* NAVD 88     -        22.710  (meters)      74.51   (feet)  ADJUSTED  
 OA0411  ___________________________________________________________________
 OA0411  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 OA0411  DYNAMIC HT  -          22.706 (meters)      74.49  (feet)  COMP
 OA0411  MODELED GRAV-     980,432.2   (mgal)                       NAVD 88
 OA0411
 OA0411  VERT ORDER  -  FIRST     CLASS II
 OA0411
 OA0411.The horizontal coordinates were scaled from a topographic map and have
 OA0411.an estimated accuracy of +/- 6 seconds.
 OA0411
 OA0411.The orthometric height was determined by differential leveling
 OA0411.and adjusted in June 1991.
 OA0411
 OA0411.The geoid height was determined by GEOID03.
 OA0411
 OA0411.The dynamic height is computed by dividing the NAVD 88
 OA0411.geopotential number by the normal gravity value computed on the
 OA0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0411.degrees latitude (g = 980.6199 gals.).
 OA0411
 OA0411.The modeled gravity was interpolated from observed gravity values.
 OA0411
 OA0411;                    North         East    Units  Estimated Accuracy
 OA0411;SPC OR S     -   162,230.    1,181,200.      MT  (+/- 180 meters Scaled)
 OA0411
 OA0411                          SUPERSEDED SURVEY CONTROL
 OA0411
 OA0411  NGVD 29 (12/02/92)   21.529  (m)           70.63   (f) ADJUSTED    1 2
 OA0411
 OA0411.Superseded values are not recommended for survey control.
 OA0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0411.See file dsdata.txt to determine how the superseded data were derived.
 OA0411
 OA0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN847684(NAD 83)
 OA0411_MARKER: DB = BENCH MARK DISK
 OA0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA0411_SP_SET: CONCRETE POST
 OA0411_STAMPING: C 44 1931
 OA0411_MARK LOGO: CGS   
 OA0411_PROJECTION: FLUSH
 OA0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0411+STABILITY: SURFACE MOTION
 OA0411
 OA0411  HISTORY     - Date     Condition        Report By
 OA0411  HISTORY     - 1931     MONUMENTED       CGS
 OA0411  HISTORY     - 1941     GOOD             NGS
 OA0411  HISTORY     - 1970     MARK NOT FOUND   NGS
 OA0411  HISTORY     - 1988     GOOD             NGS
 OA0411  HISTORY     - 1990     GOOD             USPSQD
 OA0411
 OA0411                          STATION DESCRIPTION
 OA0411
 OA0411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 OA0411'9.7 MI N FROM LANGLOIS.
 OA0411'IN COOS COUNTY, ABOUT 9.7 MILES NORTH ALONG THE OREGON COAST HIGHWAY
 OA0411'(U.S. 101) FROM THE POST OFFICE AT LANGLOIS, CURRY COUNTY, ABOUT 4.1
 OA0411'MILES SOUTH OF BANDON, ABOUT 0.2 MILE NORTH OF AN OLD SCHOOL, ON THE
 OA0411'TOP OF A SMALL HILL, 28 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 OA0411'20 FEET SOUTH OF THE CENTER OF AN IRON GATE EAST OF THE HIGHWAY, 20
 OA0411'FEET SOUTH OF THE NORTH END OF A CUT-BANK, AND AT A 4- BY 4-INCH WHITE
 OA0411'WOODEN POST STENCILED U.S.B.M.  A STANDARD DISK, STAMPED C 44 1931 AND
 OA0411'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 8 INCHES ABOVE
 OA0411'GROUND.
 OA0411
 OA0411                          STATION RECOVERY (1970)
 OA0411
 OA0411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 OA0411'MARK NOT FOUND.
 OA0411
 OA0411                          STATION RECOVERY (1988)
 OA0411
 OA0411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 OA0411'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  7.8 KM
 OA0411'(4.85 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF STATE
 OA0411'HIGHWAY 42 IN BANDON, 26.6 M (87.3 FT) NORTH OF A FENCE CORNER, 9.8 M
 OA0411'(32.2 FT) SOUTH OF THE CENTER OF BOAR ROAD, AND 9.4 M (30.8 FT) WEST
 OA0411'OF THE CENTERLINE OF THE HIGHWAY.
 OA0411'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 OA0411'THE MARK IS 0.2 M BELOW THE HIGHWAY.
 OA0411
 OA0411                          STATION RECOVERY (1990)
 OA0411
 OA0411'RECOVERY NOTE BY US POWER SQUADRON 1990 (AES)
 OA0411'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0268 ***********************************************************************
 QE0268  DESIGNATION -  C 45
 QE0268  PID         -  QE0268
 QE0268  STATE/COUNTY-  OR/LANE
 QE0268  USGS QUAD   -  WALTERVILLE (1986)
 QE0268
 QE0268                         *CURRENT SURVEY CONTROL
 QE0268  ___________________________________________________________________
 QE0268* NAD 83(1986)-  44 03 05.     (N)    122 51 33.     (W)     SCALED    
 QE0268* NAVD 88     -       176.994  (meters)     580.69   (feet)  ADJUSTED  
 QE0268  ___________________________________________________________________
 QE0268  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 QE0268  DYNAMIC HT  -         176.962 (meters)     580.58  (feet)  COMP
 QE0268  MODELED GRAV-     980,435.1   (mgal)                       NAVD 88
 QE0268
 QE0268  VERT ORDER  -  FIRST     CLASS II
 QE0268
 QE0268.The horizontal coordinates were scaled from a topographic map and have
 QE0268.an estimated accuracy of +/- 6 seconds.
 QE0268
 QE0268.The orthometric height was determined by differential leveling
 QE0268.and adjusted in June 1991.
 QE0268
 QE0268.The geoid height was determined by GEOID03.
 QE0268
 QE0268.The dynamic height is computed by dividing the NAVD 88
 QE0268.geopotential number by the normal gravity value computed on the
 QE0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0268.degrees latitude (g = 980.6199 gals.).
 QE0268
 QE0268.The modeled gravity was interpolated from observed gravity values.
 QE0268
 QE0268;                    North         East    Units  Estimated Accuracy
 QE0268;SPC OR S     -   267,580.    1,310,970.      MT  (+/- 180 meters Scaled)
 QE0268
 QE0268                          SUPERSEDED SURVEY CONTROL
 QE0268
 QE0268  NGVD 29 (??/??/92)  175.89   (m)          577.1    (f) COMPUTED    1 2
 QE0268
 QE0268.Superseded values are not recommended for survey control.
 QE0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0268.See file dsdata.txt to determine how the superseded data were derived.
 QE0268
 QE0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP112775(NAD 83)
 QE0268_MARKER: DB = BENCH MARK DISK
 QE0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0268+STABILITY: SURFACE MOTION
 QE0268
 QE0268  HISTORY     - Date     Condition        Report By
 QE0268  HISTORY     - UNK      MONUMENTED       CGS
 QE0268  HISTORY     - 1930     GOOD             NGS
 QE0268
 QE0268                          STATION DESCRIPTION
 QE0268
 QE0268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1930
 QE0268'2 MI E FROM THURSTON.
 QE0268'NORTH SIDE OF MCKENZIE HIGHWAY, AT FORKS OF OLD AND NEW ROAD, 45 FT.
 QE0268'NORTH OF CENTER OF ROAD AND 5 FT. SOUTH OF NORTH FENCE LINE, ABOUT 75
 QE0268'YARDS EAST OF SHARP TURN IN OLD ROAD AND ABOUT 3 FEET ABOVE THE LEVEL
 QE0268'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0269 ***********************************************************************
 QE0269  DESIGNATION -  C 45 RESET
 QE0269  PID         -  QE0269
 QE0269  STATE/COUNTY-  OR/LANE
 QE0269  USGS QUAD   -  WALTERVILLE (1986)
 QE0269
 QE0269                         *CURRENT SURVEY CONTROL
 QE0269  ___________________________________________________________________
 QE0269* NAD 83(1986)-  44 03 05.     (N)    122 51 33.     (W)     SCALED    
 QE0269* NAVD 88     -       176.877  (meters)     580.30   (feet)  ADJUSTED  
 QE0269  ___________________________________________________________________
 QE0269  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 QE0269  DYNAMIC HT  -         176.845 (meters)     580.20  (feet)  COMP
 QE0269  MODELED GRAV-     980,435.1   (mgal)                       NAVD 88
 QE0269
 QE0269  VERT ORDER  -  FIRST     CLASS II
 QE0269
 QE0269.The horizontal coordinates were scaled from a topographic map and have
 QE0269.an estimated accuracy of +/- 6 seconds.
 QE0269
 QE0269.The orthometric height was determined by differential leveling
 QE0269.and adjusted in June 1991.
 QE0269
 QE0269.The geoid height was determined by GEOID03.
 QE0269
 QE0269.The dynamic height is computed by dividing the NAVD 88
 QE0269.geopotential number by the normal gravity value computed on the
 QE0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0269.degrees latitude (g = 980.6199 gals.).
 QE0269
 QE0269.The modeled gravity was interpolated from observed gravity values.
 QE0269
 QE0269;                    North         East    Units  Estimated Accuracy
 QE0269;SPC OR S     -   267,580.    1,310,970.      MT  (+/- 180 meters Scaled)
 QE0269
 QE0269                          SUPERSEDED SURVEY CONTROL
 QE0269
 QE0269  NGVD 29 (??/??/92)  175.763  (m)          576.65   (f) ADJ UNCH    1 2
 QE0269
 QE0269.Superseded values are not recommended for survey control.
 QE0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0269.See file dsdata.txt to determine how the superseded data were derived.
 QE0269
 QE0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP112775(NAD 83)
 QE0269_MARKER: DB = BENCH MARK DISK
 QE0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0269_STAMPING: C 45 1930 RESET 1943
 QE0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0269+STABILITY: SURFACE MOTION
 QE0269
 QE0269  HISTORY     - Date     Condition        Report By
 QE0269  HISTORY     - 1943     MONUMENTED       CGS
 QE0269  HISTORY     - 1981     GOOD             LOCSUR
 QE0269  HISTORY     - 1987     MARK NOT FOUND   NGS
 QE0269  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 QE0269
 QE0269                          STATION DESCRIPTION
 QE0269
 QE0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 QE0269'3.1 MI W FROM WALTERVILLE.
 QE0269'THIS MARK IS ABOUT 3.1 MILES WEST ALONG U.S. HIGHWAY 28 FROM THE CANAL
 QE0269'BRIDGE AT WALTERVILLE, LANE COUNTY, SET AT THE JUNCTION OF THE ROAD
 QE0269'LEADING NORTHWEST TO THRUSTON, ABOUT 300 FEET EAST OF A SHARP CURVE IN
 QE0269'THE THRUSTON ROAD, 77.0 FEET EAST OF A POWER POLE, 5.5 FEET SOUTH OF A
 QE0269'EAST-WEST FENCE, 47.0 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 QE0269'PROJECTING ABOUT 3-INCHES ABOVE THE GROUND, 3.0 FEET SOUTH OF A WHITE
 QE0269'REFERENCE POST.
 QE0269
 QE0269                          STATION RECOVERY (1981)
 QE0269
 QE0269'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 QE0269'430 FEET EAST ON HIGHWAY 126 FROM THURSTON ROAD AND 42 FEET NORTH OF
 QE0269'HIGHWAY CENTERLINE. BRASS CAP IN CONCRETE POST.
 QE0269
 QE0269                          STATION RECOVERY (1987)
 QE0269
 QE0269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE0269'THE HIGHWAY HAS BEEN WIDEN AT THIS LOCATION.
 QE0269
 QE0269                          STATION RECOVERY (1989)
 QE0269
 QE0269'RECOVERY NOTE BY US POWER SQUADRON 1989 (SEM)
 QE0269'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0964 ***********************************************************************
 QD0964  DESIGNATION -  C 46
 QD0964  PID         -  QD0964
 QD0964  STATE/COUNTY-  OR/DESCHUTES
 QD0964  USGS QUAD   -  CLINE FALLS (1962)
 QD0964
 QD0964                         *CURRENT SURVEY CONTROL
 QD0964  ___________________________________________________________________
 QD0964* NAD 83(1991)-  44 16 29.93300(N)    121 15 23.66656(W)     ADJUSTED  
 QD0964* NAVD 88     -       874.556  (meters)    2869.27   (feet)  ADJUSTED  
 QD0964  ___________________________________________________________________
 QD0964  LAPLACE CORR-           2.40  (seconds)                    DEFLEC99
 QD0964  GEOID HEIGHT-         -21.26  (meters)                     GEOID03
 QD0964  DYNAMIC HT  -         874.263 (meters)    2868.31  (feet)  COMP
 QD0964  MODELED GRAV-     980,254.4   (mgal)                       NAVD 88
 QD0964
 QD0964  HORZ ORDER  -  FIRST
 QD0964  VERT ORDER  -  FIRST     CLASS II
 QD0964
 QD0964.The horizontal coordinates were established by classical geodetic methods
 QD0964.and adjusted by the National Geodetic Survey in October 1991.
 QD0964
 QD0964.The orthometric height was determined by differential leveling
 QD0964.and adjusted in June 1991.
 QD0964
 QD0964.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD0964
 QD0964.The geoid height was determined by GEOID03.
 QD0964
 QD0964.The dynamic height is computed by dividing the NAVD 88
 QD0964.geopotential number by the normal gravity value computed on the
 QD0964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0964.degrees latitude (g = 980.6199 gals.).
 QD0964
 QD0964.The modeled gravity was interpolated from observed gravity values.
 QD0964
 QD0964;                    North         East     Units Scale Factor Converg.
 QD0964;SPC OR S     -   290,032.258 1,439,594.937   MT  1.00008155   -0 31 03.4
 QD0964;SPC OR S     -   951,549.40  4,723,080.50   iFT  1.00008155   -0 31 03.4
 QD0964;SPC OR N     -    67,881.490 2,439,599.006   MT  1.00001520   -0 32 11.6
 QD0964;SPC OR N     -   222,708.30  8,003,933.75   iFT  1.00001520   -0 32 11.6
 QD0964;UTM  10      - 4,903,893.115   639,131.016   MT  0.99983807   +1 13 02.2
 QD0964
 QD0964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD0964!SPC OR S     -   0.99986622  x   1.00008155  =   0.99994776
 QD0964!SPC OR N     -   0.99986622  x   1.00001520  =   0.99988142
 QD0964!UTM  10      -   0.99986622  x   0.99983807  =   0.99970431
 QD0964
 QD0964|---------------------------------------------------------------------|
 QD0964| PID    Reference Object                     Distance      Geod. Az  |
 QD0964|                                                           dddmmss.s |
 QD0964| QD1290 C 46 RM 1                            31.986 METERS 19923     |
 QD0964| QD1721 REDMOND HB VORTAC                   APPROX. 4.5 KM 2363854.0 |
 QD0964| QD1291 C 46 RM 2                            30.026 METERS 32011     |
 QD0964| QD0753 CLINE FALLS                         397.054 METERS 33725     |
 QD0964| CF4095 C 46 RM 3                            35.256 METERS 33850     |
 QD0964|---------------------------------------------------------------------|
 QD0964
 QD0964                          SUPERSEDED SURVEY CONTROL
 QD0964
 QD0964  NAD 83(1986)-  44 16 29.94065(N)    121 15 23.66623(W) AD(       ) 1
 QD0964  NAD 27      -  44 16 30.51100(N)    121 15 19.53800(W) AD(       ) 1
 QD0964  NGVD 29 (??/??/92)  873.455  (m)         2865.66   (f) ADJ UNCH    1 2
 QD0964
 QD0964.Superseded values are not recommended for survey control.
 QD0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0964.See file dsdata.txt to determine how the superseded data were derived.
 QD0964
 QD0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ3913103893(NAD 83)
 QD0964_MARKER: DB = BENCH MARK DISK
 QD0964_SETTING: 80 = SET IN A BOULDER
 QD0964_SP_SET: BOULDER
 QD0964_STAMPING: C 46 1930 2865.709
 QD0964_MARK LOGO: CGS   
 QD0964_MAGNETIC: N = NO MAGNETIC MATERIAL
 QD0964_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QD0964
 QD0964  HISTORY     - Date     Condition        Report By
 QD0964  HISTORY     - 1930     MONUMENTED       CGS
 QD0964  HISTORY     - 1945     GOOD             CGS
 QD0964  HISTORY     - 1959     GOOD             BPA
 QD0964  HISTORY     - 1971     GOOD             NGS
 QD0964  HISTORY     - 1971     GOOD             NGS
 QD0964  HISTORY     - 19851010 GOOD             NGS
 QD0964  HISTORY     - 1987     GOOD             NGS
 QD0964
 QD0964                          STATION DESCRIPTION
 QD0964
 QD0964'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (CAG)
 QD0964'STATION IS LOCATED 4.35 MILES WEST OF REDMOND, 613.55 FEET
 QD0964'NORTHEAST OF THE CENTER OF THE BRIDGE ACROSS THE DESCHUTES RIVER,
 QD0964'25 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY NO. 28 AND 3 FEET
 QD0964'SOUTHEAST OF A WHITE REFERENCE POST.  IT IS A STANDARD USC AND GS
 QD0964'BENCH MARK DISK SET IN OUTCROPPING BEDROCK THAT PROJECTS ABOUT
 QD0964'3 FEET.  IT IS STAMPED C 46 1930.
 QD0964'
 QD0964'REFERENCE MARK NO. 1 IS SOUTH-SOUTHWEST OF THE STATION, 90 FEET
 QD0964'SOUTH OF THE CENTERLINE OF U.S. HIGHWAY NO. 28 AND 6 FEET SOUTHEAST
 QD0964'OF A LONE JUNIPER TREE.  IT IS IN OUTCROPPING BEDROCK PROJECTING
 QD0964'3 FEET AND IS LEVEL WITH THE STATION.  IT IS STAMPED BM C 46
 QD0964'C AND GS NO 1 1945.
 QD0964'
 QD0964'REFERENCE MARK NO. 2 IS 18 FEET NORTHEAST OF THE CENTERLINE OF
 QD0964'A TRACK ROAD AND 76 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY
 QD0964'NO. 28.  IT IS IN OUTCROPPING BEDROCK PROJECTING 2 FEET AND IS
 QD0964'LEVEL WITH THE STATION.  IT IS STAMPED BM C 46 C AND GS NO 2 1945.
 QD0964'
 QD0964'TRIANGULATION STATION CLINE FALLS IS USED AS AN AZIMUTH MARK.  IT
 QD0964'IS 5 PACES SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY NO. 28 AND
 QD0964'27 PACES SOUTHEAST OF A TRIANGULAR BLAZED JUNIPER TREE THAT IS
 QD0964'LOCATED ON THE OPPOSITE SIDE OF THE HIGHWAY.  IT IS STAMPED CLINE
 QD0964'FALLS 1945.
 QD0964'
 QD0964'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS NO. 97
 QD0964'AND 28 AT THE SOUTH EDGE OF REDMOND, GO WEST ON NO. 28 FOR 4.35
 QD0964'MILES TO THE STATION ON THE LEFT.  TO REACH THE AZIMUTH MARK,
 QD0964'CONTINUE AHEAD ON NO. 28 FOR 0.4 MILE TO THE MARK ON THE RIGHT.
 QD0964
 QD0964                          STATION RECOVERY (1959)
 QD0964
 QD0964'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1959
 QD0964'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 97 AND STATE
 QD0964'HIGHWAY 126 AT THE SOUTH EDGE OF REDMOND, GO WEST ON HIGHWAY 126
 QD0964'FOR 4.1 MILE TO A SIDE ROAD RIGHT (OLD HIGHWAY).  TURN RIGHT AND
 QD0964'GO 0.25 MILE TO STATION AS DESCRIBED.
 QD0964
 QD0964                          STATION RECOVERY (1971)
 QD0964
 QD0964'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LDF)
 QD0964'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE
 QD0964'RECOVERED IN GOOD CONDITION.  A SEARCH WAS MADE FOR REFERENCE
 QD0964'MARK 2 BUT IT COULD NOT BE LOCATED AND THE MARK IS PRESUMED TO
 QD0964'BE DESTROYED.
 QD0964'
 QD0964'REFERENCE MARK 3 WAS ESTABLISHED AT THIS TIME.
 QD0964'
 QD0964'THE STATION IS LOCATED APPROXIMATELY 4 MILES WEST OF REDMOND,
 QD0964'APPROXIMATELY 1/4 MILE EAST OF THE DESCHUTES RIVER AND
 QD0964'APPROXIMATELY 1/4 MILE NORTH OF U.S. HIGHWAY 126 ON OLD HIGHWAY
 QD0964'28, IN NE 1/4 SECTION 14, T 15 S, R 12 E.  THE PRESENT PROPERTY
 QD0964'OWNER COULD NOT BE LOCATED AT THIS TIME AND THE OWNERSHIP REMAINS
 QD0964'UNKNOWN.
 QD0964'
 QD0964'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 97 AND
 QD0964'126 IN THE SOUTH PART OF REDMOND, GO IN A WESTERLY DIRECTION ON
 QD0964'U.S. HIGHWAY 126 FOR 4.0 MILES TO MILEPOST 108 AND A PAVED ROAD
 QD0964'ON THE RIGHT.  TURN RIGHT AND GO IN A NORTHERLY AND WESTERLY
 QD0964'DIRECTION FOR 0.45 MILE TO THE STATION ON THE LEFT.
 QD0964'
 QD0964'THE STATION MARK IS A STANDARD BENCH MARK DISK STAMPED C46 1930
 QD0964'2865.709, CEMENTED IN A DRILL HOLE IN THE TOP OF A LARGE OUTCROPPING
 QD0964'ROCK THAT PROJECTS APPROXIMATELY 2 FEET ABOVE THE SURFACE OF THE
 QD0964'GROUND.  IT IS 103.0 FEET SOUTHWEST OF A WHITE GUARD POST, 63.8
 QD0964'FEET NORTH OF A 24-INCH TREE, 25.9 FEET SOUTH OF THE CENTERLINE
 QD0964'OF THE PAVED ROAD, 5.8 FEET SOUTHWEST OF A METAL WITNESS POST AND
 QD0964'3.2 FEET SOUTHEAST OF A WOODEN WITNESS POST.
 QD0964'
 QD0964'REFERENCE MARK 1 IS A STANDARD REFERENCE MARK DISK STAMPED BM C46
 QD0964'C AND GS NO 1 1945, CEMENTED IN A DRILL HOLE IN THE TOP OF A LARGE
 QD0964'OUTCROPPING ROCK THAT PROJECTS APPROXIMATELY 3 FEET ABOVE THE
 QD0964'SURFACE OF THE GROUND.  IT IS 98.8 FEET SOUTH OF THE CENTERLINE
 QD0964'OF THE PAVED ROAD, 13.0 FEET WEST OF THE APPROXIMATE CENTER OF
 QD0964'A DIM TRACK ROAD, 6.1 FEET EAST-SOUTHEAST OF AN 18-INCH TREE AND
 QD0964'APPROXIMATELY THE SAME ELEVATION AS THE STATION.
 QD0964'
 QD0964'REFERENCE MARK 3 IS A STANDARD REFERENCE MARK DISK STAMPED BM
 QD0964'C46 C AND GS 1945 NO 3 1971, CEMENTED IN A DRILL HOLE IN THE TOP
 QD0964'OF A LARGE OUTCROPPING ROCK THAT PROJECTS 2 FEET ABOVE THE
 QD0964'SURFACE OF THE GROUND.  IT IS 90.5 FEET NORTH OF THE CENTERLINE
 QD0964'OF THE PAVED ROAD, 52.0 FEET WEST OF THE APPROXIMATE CENTER OF A
 QD0964'GRAVELED ROAD, 20.0 FEET NORTHEAST OF A 12-INCH TREE AND
 QD0964'APPROXIMATELY THE SAME ELEVATION AS THE STATION.
 QD0964'
 QD0964'TRIANGULATION STATION CLINE FALLS 1945 WAS USED AS THE AZIMUTH
 QD0964'MARK.  TO REACH THE MARK FROM THE STATION, CONTINUE ON THE PAVED
 QD0964'ROAD CROSSING OVER THE DESCHUTES RIVER FOR 0.45 MILE TO THE MARK
 QD0964'ON THE RIGHT AS DESCRIBED IN THE CLINE FALLS 1945 DESCRIPTION.
 QD0964'
 QD0964'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 QD0964'
 QD0964'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QD0964'4 MILES WEST OF REDMOND.
 QD0964
 QD0964                          STATION RECOVERY (1971)
 QD0964
 QD0964'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 QD0964'4 MI W FROM REDMOND.
 QD0964'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 97 AND 126 IN THE SOUTH
 QD0964'PART OF REDMOND, GO IN A WESTERLY DIRECTION ON STATE HIGHWAY 126 FOR
 QD0964'4.0 MILES TO MILEPOST 108 AND A PAVED ROAD ON THE RIGHT.  TURN RIGHT
 QD0964'AND GO IN A NORTHERLY AND WESTERLY DIRECTION FOR 0.45 MILE TO THE MARK
 QD0964'ON THE LEFT.  THE MARK IS CEMENTED IN A DRILL HOLE IN THE TOP OF A
 QD0964'LARGE OUTCROPPING ROCK THAT PROJECTS APPROXIMATELY 2 FEET.  IT IS
 QD0964'103.0 FEET SOUTHWEST OF A WHITE GUARD POST, 63.8 FEET NORTH OF A
 QD0964'24-INCH TREE, 25.9 FEET SOUTH OF THE CENTERLINE OF THE PAVED ROAD, 5.8
 QD0964'FEET SOUTHWEST OF A METAL WITNESS POST AND 3.2 FEET SOUTHEAST OF A
 QD0964'WOODEN WITNESS POST.
 QD0964
 QD0964                          STATION RECOVERY (1985)
 QD0964
 QD0964'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 QD0964'THE MARK WAS RECOVERED IN GOOD CONDITION.  TO REACH FROM THE
 QD0964'INTERSECTION OF US HIGHWAYS 97 AND 126 IN REDMOND GO WEST ON HIGHWAY
 QD0964'126 FOR 6.6 KM (4.10 MI) TURN RIGHT ONTO OLD HIGHWAY AND GO DOWNHILL
 QD0964'0.5 KM (0.30 MI) TO A CURVE AND THE MARK ON THE LEFT.  THE MARK IS 8.0
 QD0964'METERS (26.2 FT) SOUTH FROM THE CENTERLINE OF THE ROAD, 1.75 METERS
 QD0964'(5.74 FT) WEST FROM A WITNESS POST, AND 10.1 METERS (33.1 FT) EAST
 QD0964'FROM A TRACK ROAD.
 QD0964
 QD0964                          STATION RECOVERY (1987)
 QD0964
 QD0964'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QD0964'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  6.5 KM
 QD0964'(4.05 MI) WESTERLY ALONG STATE HIGHWAY 126 FROM ITS JUNCTION WITH 6TH
 QD0964'STREET IN REDMOND, THENCE 0.5 KM (0.30 MI) NORTHWESTERLY ALONG
 QD0964'SOUTHWEST 7TH STREET, IN THE NORTHWEST 1/3 OF A 9 BY 10 FOOT EXPOSED
 QD0964'AREA OF A BOULDER, 12.2 M (40.0 FT) SOUTHEAST OF THE CENTER OF A FORK
 QD0964'IN THE STREET, 10.2 M (33.5 FT) NORTHEAST OF THE CENTER OF A TRACK
 QD0964'DRIVE LEADING SOUTH, AND 8.7 M (28.5 FT) SOUTHEAST OF THE CENTER OF
 QD0964'THE STREET.
 QD0964'THE MARK IS 1.8 METERS  SW FROM  A WITNESS POST
 QD0964'THE MARK IS ABOVE LEVEL WITH THE STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0481 ***********************************************************************
 PA0481  DESIGNATION -  C 461
 PA0481  PID         -  PA0481
 PA0481  STATE/COUNTY-  OR/CROOK
 PA0481  USGS QUAD   -  TWELVEMILE RESERVOIR (1981)
 PA0481
 PA0481                         *CURRENT SURVEY CONTROL
 PA0481  ___________________________________________________________________
 PA0481* NAD 83(1986)-  43 59 38.     (N)    119 51 06.     (W)     SCALED    
 PA0481* NAVD 88     -      1363.399  (meters)    4473.08   (feet)  ADJUSTED  
 PA0481  ___________________________________________________________________
 PA0481  GEOID HEIGHT-         -19.10  (meters)                     GEOID03
 PA0481  DYNAMIC HT  -        1362.772 (meters)    4471.03  (feet)  COMP
 PA0481  MODELED GRAV-     980,111.0   (mgal)                       NAVD 88
 PA0481
 PA0481  VERT ORDER  -  FIRST     CLASS II
 PA0481
 PA0481.The horizontal coordinates were scaled from a topographic map and have
 PA0481.an estimated accuracy of +/- 6 seconds.
 PA0481
 PA0481.The orthometric height was determined by differential leveling
 PA0481.and adjusted in June 1991.
 PA0481
 PA0481.The geoid height was determined by GEOID03.
 PA0481
 PA0481.The dynamic height is computed by dividing the NAVD 88
 PA0481.geopotential number by the normal gravity value computed on the
 PA0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0481.degrees latitude (g = 980.6199 gals.).
 PA0481
 PA0481.The modeled gravity was interpolated from observed gravity values.
 PA0481
 PA0481;                    North         East    Units  Estimated Accuracy
 PA0481;SPC OR S     -   258,730.    1,552,010.      MT  (+/- 180 meters Scaled)
 PA0481
 PA0481                          SUPERSEDED SURVEY CONTROL
 PA0481
 PA0481  NGVD 29 (??/??/92) 1362.175  (m)         4469.07   (f) ADJ UNCH    1 2
 PA0481
 PA0481.Superseded values are not recommended for survey control.
 PA0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0481.See file dsdata.txt to determine how the superseded data were derived.
 PA0481
 PA0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKJ713751(NAD 83)
 PA0481_MARKER: DB = BENCH MARK DISK
 PA0481_SETTING: 66 = SET IN ROCK OUTCROP
 PA0481_SP_SET: LAVA OUTCROP
 PA0481_STAMPING: C 461 1936
 PA0481_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PA0481+STABILITY: POSITION/ELEVATION WELL
 PA0481
 PA0481  HISTORY     - Date     Condition        Report By
 PA0481  HISTORY     - 1946     MONUMENTED       CGS
 PA0481
 PA0481                          STATION DESCRIPTION
 PA0481
 PA0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 PA0481'16.8 MI S FROM PAULINA.
 PA0481'16.8 MILES S OF AND ALONG ROAD FROM PAULINA TO SUNTEX ON HILL 1.5
 PA0481'MILES FROM N ENTRANCE TO VALLEY.  AT S END OF LAVA FISSURE ON E SIDE.
 PA0481'W OF HORSESHOE SHAPED MOUNTAIN.  E OF KNOLL WHOSE E SIDE HAS LARGE
 PA0481'LAVA OUTCROP.  AT BEND IN LAVA FISSURE.  45 FEET W OF THE CENTER OF
 PA0481'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0377 ***********************************************************************
 QD0377  DESIGNATION -  C 463
 QD0377  PID         -  QD0377
 QD0377  STATE/COUNTY-  OR/CROOK
 QD0377  USGS QUAD   -  POWELL BUTTES (1988)
 QD0377
 QD0377                         *CURRENT SURVEY CONTROL
 QD0377  ___________________________________________________________________
 QD0377* NAD 83(1986)-  44 14 50.     (N)    120 57 44.     (W)     SCALED    
 QD0377* NAVD 88     -       986.547  (meters)    3236.70   (feet)  ADJUSTED  
 QD0377  ___________________________________________________________________
 QD0377  GEOID HEIGHT-         -20.70  (meters)                     GEOID03
 QD0377  DYNAMIC HT  -         986.199 (meters)    3235.55  (feet)  COMP
 QD0377  MODELED GRAV-     980,232.8   (mgal)                       NAVD 88
 QD0377
 QD0377  VERT ORDER  -  SECOND    CLASS 0
 QD0377
 QD0377.The horizontal coordinates were scaled from a topographic map and have
 QD0377.an estimated accuracy of +/- 6 seconds.
 QD0377
 QD0377.The orthometric height was determined by differential leveling
 QD0377.and adjusted in June 1991.
 QD0377
 QD0377.The geoid height was determined by GEOID03.
 QD0377
 QD0377.The dynamic height is computed by dividing the NAVD 88
 QD0377.geopotential number by the normal gravity value computed on the
 QD0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0377.degrees latitude (g = 980.6199 gals.).
 QD0377
 QD0377.The modeled gravity was interpolated from observed gravity values.
 QD0377
 QD0377;                    North         East    Units  Estimated Accuracy
 QD0377;SPC OR S     -   286,780.    1,463,080.      MT  (+/- 180 meters Scaled)
 QD0377
 QD0377                          SUPERSEDED SURVEY CONTROL
 QD0377
 QD0377  NGVD 29 (??/??/92)  985.411  (m)         3232.97   (f) ADJ UNCH    2 0
 QD0377
 QD0377.Superseded values are not recommended for survey control.
 QD0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0377.See file dsdata.txt to determine how the superseded data were derived.
 QD0377
 QD0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ626013(NAD 83)
 QD0377_MARKER: DB = BENCH MARK DISK
 QD0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD0377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QD0377_STAMPING: C-463-1936
 QD0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0377+STABILITY: SURFACE MOTION
 QD0377
 QD0377  HISTORY     - Date     Condition        Report By
 QD0377  HISTORY     - 1936     MONUMENTED       CGS
 QD0377
 QD0377                          STATION DESCRIPTION
 QD0377
 QD0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 QD0377'8.5 MI W FROM PRINEVILLE.
 QD0377'8.5 MILES WEST OF MAIN STREET ALONG OCHOCO HIGHWAY.  ABOUT 7.7 MILES
 QD0377'WEST FROM COURT HOUSE AT PRINEVILLE, ON TOP OF A GENTLE RISE IN
 QD0377'FARMING AREA, AT THE EAST SIDE OF A ROAD LEADING IN TO RANCH BUILDINGS
 QD0377'ABOUT 0.3 MILES NORTH OF HIGHWAY.  ABOUT 0.3 MILES EAST OF
 QD0377'INTERSECTION OF HIGHWAY WITH COUNTY ROAD TO NORTH ALONG WHICH FIRST
 QD0377'RANCH HOUSE BELONGS TO J. MOFFITT.  32 FEET NORTH OF CENTERLINE OF
 QD0377'HIGHWAY.  10 FEET EAST OF FARM ROAD AT FENCE CORNER.  1 FOOT WEST OF
 QD0377'N-S FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0083 ***********************************************************************
 OA0083  DESIGNATION -  C 465
 OA0083  PID         -  OA0083
 OA0083  STATE/COUNTY-  OR/CURRY
 OA0083  USGS QUAD   -  SIXES (1996)
 OA0083
 OA0083                         *CURRENT SURVEY CONTROL
 OA0083  ___________________________________________________________________
 OA0083* NAD 83(1986)-  42 49 05.     (N)    124 28 59.     (W)     SCALED    
 OA0083* NAVD 88     -        10.492  (meters)      34.42   (feet)  POSTED    
 OA0083  ___________________________________________________________________
 OA0083  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 OA0083  DYNAMIC HT  -          10.490 (meters)      34.42  (feet)  COMP
 OA0083  MODELED GRAV-     980,415.0   (mgal)                       NAVD 88
 OA0083
 OA0083  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 OA0083
 OA0083.The horizontal coordinates were scaled from a topographic map and have
 OA0083.an estimated accuracy of +/- 6 seconds.
 OA0083
 OA0083.The orthometric height was determined by differential leveling
 OA0083.and adjusted by the  in 1992.
 OA0083.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 OA0083.rate of 2.1 thru 3.0 mm/km.
 OA0083
 OA0083.The geoid height was determined by GEOID03.
 OA0083
 OA0083.The dynamic height is computed by dividing the NAVD 88
 OA0083.geopotential number by the normal gravity value computed on the
 OA0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0083.degrees latitude (g = 980.6199 gals.).
 OA0083
 OA0083.The modeled gravity was interpolated from observed gravity values.
 OA0083
 OA0083;                    North         East    Units  Estimated Accuracy
 OA0083;SPC OR S     -   135,640.    1,174,410.      MT  (+/- 180 meters Scaled)
 OA0083
 OA0083                          SUPERSEDED SURVEY CONTROL
 OA0083
 OA0083  NGVD 29 (??/??/92)    9.361  (m)           30.71   (f) ADJ UNCH    1 2
 OA0083
 OA0083.Superseded values are not recommended for survey control.
 OA0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0083.See file dsdata.txt to determine how the superseded data were derived.
 OA0083
 OA0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN787416(NAD 83)
 OA0083_MARKER: DB = BENCH MARK DISK
 OA0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA0083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OA0083_STAMPING: C 465 1941
 OA0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0083+STABILITY: SURFACE MOTION
 OA0083
 OA0083  HISTORY     - Date     Condition        Report By
 OA0083  HISTORY     - 1941     MONUMENTED       CGS
 OA0083  HISTORY     - 1953     MARK NOT FOUND   USGS
 OA0083  HISTORY     - 1967     MARK NOT FOUND   NGS
 OA0083  HISTORY     - 1988     MARK NOT FOUND   NGS
 OA0083  HISTORY     - 20020507 MARK NOT FOUND   USPSQD
 OA0083
 OA0083                          STATION DESCRIPTION
 OA0083
 OA0083'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 OA0083'5.7 MI N FROM PORT ORFORD.
 OA0083'5.7 MILES NORTH ALONG THE OREGON COAST HIGHWAY (U. S. 101) FROM THE
 OA0083'POST OFFICE AT PORT ORFORD, CURRY COUNTY, AT SIXES, ABOUT 400 FEET
 OA0083'NORTH OF THE NORTH END OF A BRIDGE OVER SIXES RIVER, 75 FEET NORTHEAST
 OA0083'OF THE NORTHEAST CORNER OF A STORE AND SERVICE STATION, 42 FEET WEST
 OA0083'OF THE CENTER LINE OF THE HIGHWAY, AT THE RIGHT-OF-WAY FENCE, AND AT A
 OA0083'WHITE WOODEN POST STENCILED U. S. B. M.  A STANDARD DISK, STAMPED C
 OA0083'465 1941 AND SET IN THE TOP OF A CONCRETE POST. NOTE-- BENCH MARK
 OA0083'EITHER COVERED COMPLETELY OR DESTROYED BY FILL BETWEEN HIGHWAY AND
 OA0083'STORE.
 OA0083
 OA0083                          STATION RECOVERY (1967)
 OA0083
 OA0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 OA0083'MARK NOT FOUND.
 OA0083
 OA0083                          STATION RECOVERY (1988)
 OA0083
 OA0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 OA0083'MARK NOT FOUND.
 OA0083
 OA0083                          STATION RECOVERY (2002)
 OA0083
 OA0083'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 OA0083'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0218 ***********************************************************************
 OA0218  DESIGNATION -  C 466
 OA0218  PID         -  OA0218
 OA0218  STATE/COUNTY-  OR/CURRY
 OA0218  USGS QUAD   -  CARPENTERVILLE (1986)
 OA0218
 OA0218                         *CURRENT SURVEY CONTROL
 OA0218  ___________________________________________________________________
 OA0218* NAD 83(1986)-  42 08 48.     (N)    124 18 54.     (W)     SCALED    
 OA0218* NAVD 88     -       303.757  (meters)     996.58   (feet)  ADJUSTED  
 OA0218  ___________________________________________________________________
 OA0218  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 OA0218  DYNAMIC HT  -         303.654 (meters)     996.24  (feet)  COMP
 OA0218  MODELED GRAV-     980,273.6   (mgal)                       NAVD 88
 OA0218
 OA0218  VERT ORDER  -  FIRST     CLASS II
 OA0218
 OA0218.The horizontal coordinates were scaled from a topographic map and have
 OA0218.an estimated accuracy of +/- 6 seconds.
 OA0218
 OA0218.The orthometric height was determined by differential leveling
 OA0218.and adjusted in June 1991.
 OA0218
 OA0218.The geoid height was determined by GEOID03.
 OA0218
 OA0218.The dynamic height is computed by dividing the NAVD 88
 OA0218.geopotential number by the normal gravity value computed on the
 OA0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0218.degrees latitude (g = 980.6199 gals.).
 OA0218
 OA0218.The modeled gravity was interpolated from observed gravity values.
 OA0218
 OA0218;                    North         East    Units  Estimated Accuracy
 OA0218;SPC OR S     -    60,500.    1,184,740.      MT  (+/- 180 meters Scaled)
 OA0218
 OA0218                          SUPERSEDED SURVEY CONTROL
 OA0218
 OA0218  NGVD 29 (12/02/92)  302.647  (m)          992.93   (f) ADJUSTED    1 2
 OA0218
 OA0218.Superseded values are not recommended for survey control.
 OA0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0218.See file dsdata.txt to determine how the superseded data were derived.
 OA0218
 OA0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCM913668(NAD 83)
 OA0218_MARKER: DB = BENCH MARK DISK
 OA0218_SETTING: 80 = SET IN A BOULDER
 OA0218_SP_SET: BOULDER
 OA0218_STAMPING: C 466 1941
 OA0218_MARK LOGO: CGS   
 OA0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0218+STABILITY: SURFACE MOTION
 OA0218
 OA0218  HISTORY     - Date     Condition        Report By
 OA0218  HISTORY     - 1941     MONUMENTED       CGS
 OA0218  HISTORY     - 1982     GOOD             USGS
 OA0218  HISTORY     - 1988     GOOD             NGS
 OA0218
 OA0218                          STATION DESCRIPTION
 OA0218
 OA0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 OA0218'9.4 MI N FROM BROOKINGS.
 OA0218'9.4 MILES NORTH ALONG THE OREGON COAST HIGHWAY (U.S. 101) FROM THE
 OA0218'POST OFFICE AT BROOKINGS, CURRY COUNTY, ON THE OUTSIDE OF A CURVE, 21
 OA0218'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF A LARGE
 OA0218'BOULDER, AT A 4- BY 4-INCH WHITE WOODEN POST STENCILED U.S.B.M., AND
 OA0218'ABOUT 4 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED C 466
 OA0218'1941.
 OA0218
 OA0218                          STATION RECOVERY (1982)
 OA0218
 OA0218'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 OA0218'9.4 MILES NORTH ALONG THE OREGON COAST HWY. FROM THE POST OFFICE AT
 OA0218'BROOKINGS, 14.85 MILES SOUTH ALONG CARPENTERVILLE ROAD FROM POST
 OA0218'OFFICE AT PISTOL RIVER, 0.05 MILE NORTH ALONG CENTER ST. FROM POST
 OA0218'OFFICE AT BROOKINGS, THENCE 2.3 MILES NORTHWEST ALONG US 101, THENCE
 OA0218'7.0 MILES NORTH ALONG CARPENTERVILLE ROAD, 0.55 MILE SOUTH OF
 OA0218'POWERLINE X-ING, 22 FT. WEST OF AND 3 FT. HIGHER THAN CENTERLINE OF
 OA0218'ROAD, SET IN TOP OF LARGE LONE BOULDER, STANDARD USC AND GS TABLET
 OA0218'STAMPED 'C 466 1941'.
 OA0218
 OA0218                          STATION RECOVERY (1988)
 OA0218
 OA0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 OA0218'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  3.8 KM
 OA0218'(2.35 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE IN
 OA0218'BROOKINGS, THENCE 10.8 KM (6.70 MI) NORTHERLY ALONG CARPENTERVILLE
 OA0218'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0430 ***********************************************************************
 OA0430  DESIGNATION -  C 467
 OA0430  PID         -  OA0430
 OA0430  STATE/COUNTY-  OR/COOS
 OA0430  USGS QUAD   -  BANDON (1970)
 OA0430
 OA0430                         *CURRENT SURVEY CONTROL
 OA0430  ___________________________________________________________________
 OA0430* NAD 83(1986)-  43 07 06.     (N)    124 23 25.     (W)     SCALED    
 OA0430* NAVD 88     -        29.930  (meters)      98.20   (feet)  ADJUSTED  
 OA0430  ___________________________________________________________________
 OA0430  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 OA0430  DYNAMIC HT  -          29.924 (meters)      98.18  (feet)  COMP
 OA0430  MODELED GRAV-     980,435.1   (mgal)                       NAVD 88
 OA0430
 OA0430  VERT ORDER  -  FIRST     CLASS II
 OA0430
 OA0430.The horizontal coordinates were scaled from a topographic map and have
 OA0430.an estimated accuracy of +/- 6 seconds.
 OA0430
 OA0430.The orthometric height was determined by differential leveling
 OA0430.and adjusted in June 1991.
 OA0430.WARNING-Repeat measurements at this control monument indicate possible
 OA0430.vertical movement.
 OA0430
 OA0430.The geoid height was determined by GEOID03.
 OA0430
 OA0430.The dynamic height is computed by dividing the NAVD 88
 OA0430.geopotential number by the normal gravity value computed on the
 OA0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0430.degrees latitude (g = 980.6199 gals.).
 OA0430
 OA0430.The modeled gravity was interpolated from observed gravity values.
 OA0430
 OA0430;                    North         East    Units  Estimated Accuracy
 OA0430;SPC OR S     -   168,610.    1,183,540.      MT  (+/- 180 meters Scaled)
 OA0430
 OA0430                          SUPERSEDED SURVEY CONTROL
 OA0430
 OA0430  NGVD 29 (12/02/92)   28.776  (m)           94.41   (f) ADJUSTED    1 2
 OA0430
 OA0430.Superseded values are not recommended for survey control.
 OA0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0430.See file dsdata.txt to determine how the superseded data were derived.
 OA0430
 OA0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN868748(NAD 83)
 OA0430_MARKER: DB = BENCH MARK DISK
 OA0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA0430_SP_SET: CONCRETE POST
 OA0430_STAMPING: C 467 1941
 OA0430_MARK LOGO: CGS   
 OA0430_PROJECTION: FLUSH
 OA0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0430+STABILITY: SURFACE MOTION
 OA0430_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OA0430+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2006
 OA0430
 OA0430  HISTORY     - Date     Condition        Report By
 OA0430  HISTORY     - 1941     MONUMENTED       CGS
 OA0430  HISTORY     - 1970     MARK NOT FOUND   NGS
 OA0430  HISTORY     - 1988     GOOD             USPSQD
 OA0430  HISTORY     - 1988     GOOD             USPSQD
 OA0430  HISTORY     - 1988     GOOD             NGS
 OA0430  HISTORY     - 1990     GOOD             USPSQD
 OA0430  HISTORY     - 19950520 GOOD             USPSQD
 OA0430  HISTORY     - 20020217 GOOD             USPSQD
 OA0430  HISTORY     - 20061022 GOOD             USPSQD
 OA0430
 OA0430                          STATION DESCRIPTION
 OA0430
 OA0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 OA0430'1.1 MI E FROM BANDON.
 OA0430'1.1 MILES EAST ALONG THE OREGON COAST HIGHWAY (U.S. 101) FROM BANDON,
 OA0430'COOS COUNTY, AT THE SOUTHEAST CORNER OF THE KNIGHTS OF PYTHIAS
 OA0430'CEMETERY, 30 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 18 FEET
 OA0430'WEST OF THE CENTER LINE OF BATES ROAD, AND AT A WHITE WOODEN POST
 OA0430'STENCILED U.S.B.M.  A STANDARD DISK, STAMPED C 467 1941 AND SET IN THE
 OA0430'TOP OF A CONCRETE POST.
 OA0430
 OA0430                          STATION RECOVERY (1970)
 OA0430
 OA0430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 OA0430'MARK NOT FOUND.
 OA0430
 OA0430                          STATION RECOVERY (1988)
 OA0430
 OA0430'RECOVERY NOTE BY US POWER SQUADRON 1988 (COB)
 OA0430'RECOVERED IN GOOD CONDITION.
 OA0430
 OA0430                          STATION RECOVERY (1988)
 OA0430
 OA0430'RECOVERY NOTE BY US POWER SQUADRON 1988 (AS)
 OA0430'RECOVERED IN GOOD CONDITION.
 OA0430
 OA0430                          STATION RECOVERY (1988)
 OA0430
 OA0430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 OA0430'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  0.7 KM
 OA0430'(0.45 MI) EASTERLY ALONG STATE HIGHWAY 42 FROM THE JUNCTION OF U.S.
 OA0430'HIGHWAY 101 IN BANDON, 10.0 M (32.8 FT) NORTH OF THE CENTERLINE OF
 OA0430'THE HIGHWAY, 5.0 M (16.4 FT) WEST OF THE CENTERLINE OF BATES ROAD,
 OA0430'AND 1.9 M (6.2 FT) EAST OF A UTILITY POLE.
 OA0430'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 OA0430'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 OA0430
 OA0430                          STATION RECOVERY (1990)
 OA0430
 OA0430'RECOVERY NOTE BY US POWER SQUADRON 1990 (LM)
 OA0430'RECOVERED IN GOOD CONDITION.
 OA0430
 OA0430                          STATION RECOVERY (1995)
 OA0430
 OA0430'RECOVERY NOTE BY US POWER SQUADRON 1995
 OA0430'RECOVERED IN GOOD CONDITION.
 OA0430
 OA0430                          STATION RECOVERY (2002)
 OA0430
 OA0430'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 OA0430'RECOVERED IN GOOD CONDITION.
 OA0430
 OA0430                          STATION RECOVERY (2006)
 OA0430
 OA0430'RECOVERY NOTE BY US POWER SQUADRON 2006 (AES)
 OA0430'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0485 ***********************************************************************
 OA0485  DESIGNATION -  C 468
 OA0485  PID         -  OA0485
 OA0485  STATE/COUNTY-  OR/COOS
 OA0485  USGS QUAD   -  COOS BAY (1975)
 OA0485
 OA0485                         *CURRENT SURVEY CONTROL
 OA0485  ___________________________________________________________________
 OA0485* NAD 83(1986)-  43 21 20.     (N)    124 12 33.     (W)     SCALED    
 OA0485* NAVD 88     -         7.633  (meters)      25.04   (feet)  ADJUSTED  
 OA0485  ___________________________________________________________________
 OA0485  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 OA0485  DYNAMIC HT  -           7.632 (meters)      25.04  (feet)  COMP
 OA0485  MODELED GRAV-     980,481.6   (mgal)                       NAVD 88
 OA0485
 OA0485  VERT ORDER  -  FIRST     CLASS II
 OA0485
 OA0485.The horizontal coordinates were scaled from a topographic map and have
 OA0485.an estimated accuracy of +/- 6 seconds.
 OA0485
 OA0485.The orthometric height was determined by differential leveling
 OA0485.and adjusted in June 1991.
 OA0485
 OA0485.The geoid height was determined by GEOID03.
 OA0485
 OA0485.The dynamic height is computed by dividing the NAVD 88
 OA0485.geopotential number by the normal gravity value computed on the
 OA0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0485.degrees latitude (g = 980.6199 gals.).
 OA0485
 OA0485.The modeled gravity was interpolated from observed gravity values.
 OA0485
 OA0485;                    North         East    Units  Estimated Accuracy
 OA0485;SPC OR S     -   194,260.    1,199,430.      MT  (+/- 180 meters Scaled)
 OA0485
 OA0485                          SUPERSEDED SURVEY CONTROL
 OA0485
 OA0485  NGVD 29 (??/??/92)    6.535  (m)           21.44   (f) ADJ UNCH    1 2
 OA0485
 OA0485.Superseded values are not recommended for survey control.
 OA0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0485.See file dsdata.txt to determine how the superseded data were derived.
 OA0485
 OA0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP020010(NAD 83)
 OA0485_MARKER: DB = BENCH MARK DISK
 OA0485_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OA0485_SP_SET: SIDEWALK
 OA0485_STAMPING: C 468 1941
 OA0485_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OA0485
 OA0485  HISTORY     - Date     Condition        Report By
 OA0485  HISTORY     - 1941     MONUMENTED       CGS
 OA0485  HISTORY     - 1942     GOOD             NGS
 OA0485  HISTORY     - 1965     GOOD             NGS
 OA0485  HISTORY     - 1984     GOOD             USPSQD
 OA0485  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 OA0485  HISTORY     - 1987     MARK NOT FOUND   NGS
 OA0485  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 OA0485
 OA0485                          STATION DESCRIPTION
 OA0485
 OA0485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 OA0485'IN COOS BAY.
 OA0485'AT COOS BAY, COOS COUNTY, AT THE SOUTHEAST CORNER OF THE OREGON COAST
 OA0485'HIGHWAY (U.S. 101) BRIDGE OVER COALBANK SLOUGH, AND IN THE TOP OF THE
 OA0485'CONCRETE SIDEWALK.  A STANDARD DISK, STAMPED C 468 1941.  NOTE-- USE
 OA0485'WITH CAUTION.
 OA0485
 OA0485                          STATION RECOVERY (1965)
 OA0485
 OA0485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 OA0485'RECOVERED IN GOOD CONDITION.
 OA0485
 OA0485                          STATION RECOVERY (1984)
 OA0485
 OA0485'RECOVERY NOTE BY US POWER SQUADRON 1984
 OA0485'RECOVERED IN GOOD CONDITION.
 OA0485
 OA0485                          STATION RECOVERY (1987)
 OA0485
 OA0485'RECOVERY NOTE BY US POWER SQUADRON 1987 (AS)
 OA0485'MARK NOT FOUND.
 OA0485
 OA0485                          STATION RECOVERY (1987)
 OA0485
 OA0485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 OA0485'THERE IS A NEW BRIDGE AT THIS LOCATION.
 OA0485
 OA0485                          STATION RECOVERY (1988)
 OA0485
 OA0485'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 OA0485'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1236 ***********************************************************************
 QE1236  DESIGNATION -  C 469
 QE1236  PID         -  QE1236
 QE1236  STATE/COUNTY-  OR/LANE
 QE1236  USGS QUAD   -  HECETA HEAD (1984)
 QE1236
 QE1236                         *CURRENT SURVEY CONTROL
 QE1236  ___________________________________________________________________
 QE1236* NAD 83(1986)-  44 08 55.     (N)    124 07 00.     (W)     SCALED    
 QE1236* NAVD 88     -        43.719  (meters)     143.43   (feet)  ADJUSTED  
 QE1236  ___________________________________________________________________
 QE1236  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 QE1236  DYNAMIC HT  -          43.716 (meters)     143.42  (feet)  COMP
 QE1236  MODELED GRAV-     980,561.8   (mgal)                       NAVD 88
 QE1236
 QE1236  VERT ORDER  -  FIRST     CLASS II
 QE1236
 QE1236.The horizontal coordinates were scaled from a topographic map and have
 QE1236.an estimated accuracy of +/- 6 seconds.
 QE1236
 QE1236.The orthometric height was determined by differential leveling
 QE1236.and adjusted in June 1991.
 QE1236
 QE1236.The geoid height was determined by GEOID03.
 QE1236
 QE1236.The dynamic height is computed by dividing the NAVD 88
 QE1236.geopotential number by the normal gravity value computed on the
 QE1236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1236.degrees latitude (g = 980.6199 gals.).
 QE1236
 QE1236.The modeled gravity was interpolated from observed gravity values.
 QE1236
 QE1236;                    North         East    Units  Estimated Accuracy
 QE1236;SPC OR S     -   281,960.    1,210,720.      MT  (+/- 180 meters Scaled)
 QE1236
 QE1236                          SUPERSEDED SURVEY CONTROL
 QE1236
 QE1236  NGVD 29 (??/??/92)   42.674  (m)          140.01   (f) ADJ UNCH    1 2
 QE1236
 QE1236.Superseded values are not recommended for survey control.
 QE1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1236.See file dsdata.txt to determine how the superseded data were derived.
 QE1236
 QE1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP106889(NAD 83)
 QE1236_MARKER: DB = BENCH MARK DISK
 QE1236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE1236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE1236_STAMPING: C-469 1941
 QE1236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE1236+STABILITY: SURFACE MOTION
 QE1236
 QE1236  HISTORY     - Date     Condition        Report By
 QE1236  HISTORY     - 1941     MONUMENTED       CGS
 QE1236  HISTORY     - 1988     MARK NOT FOUND   NGS
 QE1236
 QE1236                          STATION DESCRIPTION
 QE1236
 QE1236'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 QE1236'1.0 MI N FROM HECETA HEAD.
 QE1236'ALONG U.S. HIGHWAY 101, 1.0 MILES NORTH OF HECETA HEAD, 60 FEET EAST
 QE1236'OF THE CENTER OF THE ROAD, 15 FEET EAST OF A TELEPHONE LINE, 2.0 FEET
 QE1236'BELOW THE LEVEL OF THE ROAD, AT WITNESS POST MARKED USBM. SET IN
 QE1236'CONCRETE POST.
 QE1236
 QE1236                          STATION RECOVERY (1988)
 QE1236
 QE1236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QE1236'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1181 ***********************************************************************
 RD1181  DESIGNATION -  C 47 RESET
 RD1181  PID         -  RD1181
 RD1181  STATE/COUNTY-  OR/CLATSOP
 RD1181  USGS QUAD   -  SOAPSTONE LAKE (1985)
 RD1181
 RD1181                         *CURRENT SURVEY CONTROL
 RD1181  ___________________________________________________________________
 RD1181* NAD 83(1986)-  45 50 26.     (N)    123 46 15.     (W)     SCALED    
 RD1181* NAVD 88     -       128.00   (+/-2cm)     419.9    (feet)  VERTCON   
 RD1181  ___________________________________________________________________
 RD1181  GEOID HEIGHT-         -21.94  (meters)                     GEOID03
 RD1181  VERT ORDER  -  THIRD (See Below)
 RD1181
 RD1181.The horizontal coordinates were scaled from a topographic map and have
 RD1181.an estimated accuracy of +/- 6 seconds.
 RD1181
 RD1181.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD1181.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD1181.The vertical order pertains to the NGVD 29 superseded value.
 RD1181
 RD1181.The geoid height was determined by GEOID03.
 RD1181
 RD1181;                    North         East    Units  Estimated Accuracy
 RD1181;SPC OR N     -   246,720.    2,245,980.      MT  (+/- 180 meters Scaled)
 RD1181
 RD1181                          SUPERSEDED SURVEY CONTROL
 RD1181
 RD1181  NGVD 29 (??/??/??)  126.92   (m)          416.4    (f) RESET       3  
 RD1181
 RD1181.Superseded values are not recommended for survey control.
 RD1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1181.See file dsdata.txt to determine how the superseded data were derived.
 RD1181
 RD1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR401766(NAD 83)
 RD1181_MARKER: DD = SURVEY DISK
 RD1181_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD1181_SP_SET: MONUMENT
 RD1181_STAMPING: C 47 1930 RESET 1942
 RD1181_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD1181
 RD1181  HISTORY     - Date     Condition        Report By
 RD1181  HISTORY     - 1930     MONUMENTED       ORHD
 RD1181  HISTORY     - 1966     GOOD             NGS
 RD1181  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RD1181  HISTORY     - 1987     MARK NOT FOUND   NGS
 RD1181
 RD1181                          STATION DESCRIPTION
 RD1181
 RD1181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 RD1181'12.7 MI N FROM MOHLER.
 RD1181'12.7 MILES NORTH ALONG STATE HIGHWAY 53 FROM THE MOHLER CHEESE
 RD1181'FACTORY, 0.2 MILE NORTH OF MILE POST NO. 5, 230 FEET SOUTH OF A WOODS
 RD1181'ROAD EAST, ON THE OUTSIDE OF A CURVE, 63 FEET SOUTH OF A CULVERT UNDER
 RD1181'THE ROAD, 27 FEET NORTH OF A SIGN, LOOKOUT FOR LOG TRUCKS, 24 FEET
 RD1181'EAST OF THE CENTER OF THE ROAD AND 0.5 FOOT WEST OF A WITNESS POST SET
 RD1181'IN A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES.
 RD1181
 RD1181                          STATION RECOVERY (1987)
 RD1181
 RD1181'RECOVERY NOTE BY US POWER SQUADRON 1987 (RCC)
 RD1181'MARK NOT FOUND.
 RD1181
 RD1181                          STATION RECOVERY (1987)
 RD1181
 RD1181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD1181'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1573 ***********************************************************************
 RC1573  DESIGNATION -  C 470
 RC1573  PID         -  RC1573
 RC1573  STATE/COUNTY-  OR/HOOD RIVER
 RC1573  USGS QUAD   -  MT DEFIANCE (1994)
 RC1573
 RC1573                         *CURRENT SURVEY CONTROL
 RC1573  ___________________________________________________________________
 RC1573* NAD 83(1986)-  45 41 57.     (N)    121 38 43.     (W)     SCALED    
 RC1573* NAVD 88     -        31.942  (meters)     104.80   (feet)  ADJUSTED  
 RC1573  ___________________________________________________________________
 RC1573  GEOID HEIGHT-         -21.49  (meters)                     GEOID03
 RC1573  DYNAMIC HT  -          31.941 (meters)     104.79  (feet)  COMP
 RC1573  MODELED GRAV-     980,594.2   (mgal)                       NAVD 88
 RC1573
 RC1573  VERT ORDER  -  FIRST     CLASS II
 RC1573
 RC1573.The horizontal coordinates were scaled from a topographic map and have
 RC1573.an estimated accuracy of +/- 6 seconds.
 RC1573
 RC1573.The orthometric height was determined by differential leveling
 RC1573.and adjusted in June 1991.
 RC1573
 RC1573.The geoid height was determined by GEOID03.
 RC1573
 RC1573.The dynamic height is computed by dividing the NAVD 88
 RC1573.geopotential number by the normal gravity value computed on the
 RC1573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1573.degrees latitude (g = 980.6199 gals.).
 RC1573
 RC1573.The modeled gravity was interpolated from observed gravity values.
 RC1573
 RC1573;                    North         East    Units  Estimated Accuracy
 RC1573;SPC OR N     -   226,490.    2,410,810.      MT  (+/- 180 meters Scaled)
 RC1573
 RC1573                          SUPERSEDED SURVEY CONTROL
 RC1573
 RC1573  NGVD 29 (??/??/92)   30.921  (m)          101.45   (f) ADJ UNCH    1 2
 RC1573
 RC1573.Superseded values are not recommended for survey control.
 RC1573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1573.See file dsdata.txt to determine how the superseded data were derived.
 RC1573
 RC1573_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR054615(NAD 83)
 RC1573_MARKER: DB = BENCH MARK DISK
 RC1573_SETTING: 66 = SET IN ROCK OUTCROP
 RC1573_SP_SET: ROCK OUTCROP
 RC1573_STAMPING: C 470 1941
 RC1573_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RC1573+STABILITY: POSITION/ELEVATION WELL
 RC1573
 RC1573  HISTORY     - Date     Condition        Report By
 RC1573  HISTORY     - 1941     MONUMENTED       CGS
 RC1573  HISTORY     - 1973     GOOD             USGS
 RC1573  HISTORY     - 19731221 GOOD             USPSQD
 RC1573  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 RC1573
 RC1573                          STATION DESCRIPTION
 RC1573
 RC1573'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 RC1573'6.6 MI W FROM HOOD RIVER.
 RC1573'HOOD RIVER, 1.8 MILES WEST OF TO INTERSTATE 80 N, THENCE 4.8 MILES
 RC1573'WEST ALONG INTERSTATE 80 N.  1.0 MILE EAST OF VIENTO STATE PARK, 35
 RC1573'FEET SOUTH OF THE CENTERLINE OF THE UNION PACIFIC RAILROAD TRACKS.  A
 RC1573'STANDARD DISK STAMPED C 470 1941 AND SET IN ROCK OUTCROP FLUSH WITH
 RC1573'GROUND AND 3.3 FEET HIGHER THAN THE TRACKS.
 RC1573
 RC1573                          STATION RECOVERY (1973)
 RC1573
 RC1573'RECOVERY NOTE BY US POWER SQUADRON 1973 (RMH)
 RC1573'RECOVERED IN GOOD CONDITION.
 RC1573
 RC1573                          STATION RECOVERY (1989)
 RC1573
 RC1573'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RC1573'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0307 ***********************************************************************
 OA0307  DESIGNATION -  C 471
 OA0307  PID         -  OA0307
 OA0307  STATE/COUNTY-  OR/DOUGLAS
 OA0307  USGS QUAD   -  WINCHESTER BAY (1985)
 OA0307
 OA0307                         *CURRENT SURVEY CONTROL
 OA0307  ___________________________________________________________________
 OA0307* NAD 83(1986)-  43 40 46.     (N)    124 09 15.     (W)     SCALED    
 OA0307* NAVD 88     -         5.730  (meters)      18.80   (feet)  ADJUSTED  
 OA0307  ___________________________________________________________________
 OA0307  GEOID HEIGHT-         -25.19  (meters)                     GEOID03
 OA0307  DYNAMIC HT  -           5.729 (meters)      18.80  (feet)  COMP
 OA0307  MODELED GRAV-     980,521.9   (mgal)                       NAVD 88
 OA0307
 OA0307  VERT ORDER  -  FIRST     CLASS II
 OA0307
 OA0307.The horizontal coordinates were scaled from a topographic map and have
 OA0307.an estimated accuracy of +/- 6 seconds.
 OA0307
 OA0307.The orthometric height was determined by differential leveling
 OA0307.and adjusted in June 1991.
 OA0307
 OA0307.The geoid height was determined by GEOID03.
 OA0307
 OA0307.The dynamic height is computed by dividing the NAVD 88
 OA0307.geopotential number by the normal gravity value computed on the
 OA0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0307.degrees latitude (g = 980.6199 gals.).
 OA0307
 OA0307.The modeled gravity was interpolated from observed gravity values.
 OA0307
 OA0307;                    North         East    Units  Estimated Accuracy
 OA0307;SPC OR S     -   230,020.    1,205,450.      MT  (+/- 180 meters Scaled)
 OA0307
 OA0307                          SUPERSEDED SURVEY CONTROL
 OA0307
 OA0307  NGVD 29 (??/??/92)    4.632  (m)           15.20   (f) ADJ UNCH    1 2
 OA0307
 OA0307.Superseded values are not recommended for survey control.
 OA0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0307.See file dsdata.txt to determine how the superseded data were derived.
 OA0307
 OA0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP069369(NAD 83)
 OA0307_MARKER: DB = BENCH MARK DISK
 OA0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA0307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OA0307_STAMPING: C 471 1941
 OA0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0307+STABILITY: SURFACE MOTION
 OA0307
 OA0307  HISTORY     - Date     Condition        Report By
 OA0307  HISTORY     - 1941     MONUMENTED       CGS
 OA0307  HISTORY     - 1955     MARK NOT FOUND   USGS
 OA0307  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 OA0307
 OA0307                          STATION DESCRIPTION
 OA0307
 OA0307'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 OA0307'1.2 MI NE FROM WINCHESTER BAY.
 OA0307'1.2 MILES NORTHEAST ALONG THE OREGON COAST HIGHWAY (U.S. 101) FROM
 OA0307'WINCHESTER BAY, DOUGLAS COUNTY, 35 FEET WEST OF THE CENTERLINE OF THE
 OA0307'HIGHWAY, AT THE SOUTHWEST END OF A 15-FOOT CUT, AND AT THE NORTHEAST
 OA0307'END OF A 5-FOOT FILL.  ALSO 35 FEET RIGHT OF ENGINEER STATION 125+90.
 OA0307'A STANDARD DISK, STAMPED C 471 1941 AND SET IN THE TOP OF A CONCRETE
 OA0307'POST.  NOTE-- NEW ROAD CONSTRUCTION IN AREA.
 OA0307
 OA0307                          STATION RECOVERY (1986)
 OA0307
 OA0307'RECOVERY NOTE BY US POWER SQUADRON 1986 (AS)
 OA0307'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0604 ***********************************************************************
 PC0604  DESIGNATION -  C 472
 PC0604  PID         -  PC0604
 PC0604  STATE/COUNTY-  OR/DOUGLAS
 PC0604  USGS QUAD   -  ELKTON (1990)
 PC0604
 PC0604                         *CURRENT SURVEY CONTROL
 PC0604  ___________________________________________________________________
 PC0604* NAD 83(1986)-  43 38 24.     (N)    123 34 32.     (W)     SCALED    
 PC0604* NAVD 88     -        44.657  (meters)     146.51   (feet)  ADJUSTED  
 PC0604  ___________________________________________________________________
 PC0604  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 PC0604  DYNAMIC HT  -          44.651 (meters)     146.49  (feet)  COMP
 PC0604  MODELED GRAV-     980,485.8   (mgal)                       NAVD 88
 PC0604
 PC0604  VERT ORDER  -  FIRST     CLASS II
 PC0604
 PC0604.The horizontal coordinates were scaled from a topographic map and have
 PC0604.an estimated accuracy of +/- 6 seconds.
 PC0604
 PC0604.The orthometric height was determined by differential leveling
 PC0604.and adjusted in June 1991.
 PC0604
 PC0604.The geoid height was determined by GEOID03.
 PC0604
 PC0604.The dynamic height is computed by dividing the NAVD 88
 PC0604.geopotential number by the normal gravity value computed on the
 PC0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0604.degrees latitude (g = 980.6199 gals.).
 PC0604
 PC0604.The modeled gravity was interpolated from observed gravity values.
 PC0604
 PC0604;                    North         East    Units  Estimated Accuracy
 PC0604;SPC OR S     -   223,760.    1,251,910.      MT  (+/- 180 meters Scaled)
 PC0604
 PC0604                          SUPERSEDED SURVEY CONTROL
 PC0604
 PC0604  NGVD 29 (??/??/92)   43.564  (m)          142.93   (f) ADJ UNCH    1 2
 PC0604
 PC0604.Superseded values are not recommended for survey control.
 PC0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0604.See file dsdata.txt to determine how the superseded data were derived.
 PC0604
 PC0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP535320(NAD 83)
 PC0604_MARKER: DB = BENCH MARK DISK
 PC0604_SETTING: 80 = SET IN A BOULDER
 PC0604_SP_SET: BOULDER
 PC0604_STAMPING: C 472 1941
 PC0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0604+STABILITY: SURFACE MOTION
 PC0604
 PC0604  HISTORY     - Date     Condition        Report By
 PC0604  HISTORY     - 1941     MONUMENTED       CGS
 PC0604  HISTORY     - 1961     MARK NOT FOUND   NGS
 PC0604
 PC0604                          STATION DESCRIPTION
 PC0604
 PC0604'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 PC0604'0.5 MI W FROM ELKTON.
 PC0604'WAS 0.5 MILES WEST OF ELKTON, 24 FEET SOUTH OF THE CENTER LINE OF
 PC0604'STATE HIGHWAY 38, 10 FEET EAST OF A SMALL CULVERT, IN THE TOP OF ONE
 PC0604'OF A SMALL CLUSTER OF SEVERAL BOULDERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0596 ***********************************************************************
 RD0596  DESIGNATION -  C 473
 RD0596  PID         -  RD0596
 RD0596  STATE/COUNTY-  OR/COLUMBIA
 RD0596  USGS QUAD   -  DEER ISLAND (1990)
 RD0596
 RD0596                         *CURRENT SURVEY CONTROL
 RD0596  ___________________________________________________________________
 RD0596* NAD 83(1986)-  45 54 19.     (N)    122 49 07.     (W)     SCALED    
 RD0596* NAVD 88     -        24.490  (meters)      80.35   (feet)  POSTED    
 RD0596  ___________________________________________________________________
 RD0596  GEOID HEIGHT-         -22.16  (meters)                     GEOID03
 RD0596  DYNAMIC HT  -          24.490 (meters)      80.35  (feet)  COMP
 RD0596  MODELED GRAV-     980,661.1   (mgal)                       NAVD 88
 RD0596
 RD0596  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 RD0596
 RD0596.The horizontal coordinates were scaled from a topographic map and have
 RD0596.an estimated accuracy of +/- 6 seconds.
 RD0596
 RD0596.The orthometric height was determined by differential leveling
 RD0596.and adjusted by the  in 1992.
 RD0596.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 RD0596.rate of 1.1 thru 2.0 mm/km.
 RD0596
 RD0596.The geoid height was determined by GEOID03.
 RD0596
 RD0596.The dynamic height is computed by dividing the NAVD 88
 RD0596.geopotential number by the normal gravity value computed on the
 RD0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0596.degrees latitude (g = 980.6199 gals.).
 RD0596
 RD0596.The modeled gravity was interpolated from observed gravity values.
 RD0596
 RD0596;                    North         East    Units  Estimated Accuracy
 RD0596;SPC OR N     -   251,350.    2,320,120.      MT  (+/- 180 meters Scaled)
 RD0596
 RD0596                          SUPERSEDED SURVEY CONTROL
 RD0596
 RD0596  NGVD 29 (??/??/92)   23.472  (m)           77.01   (f) ADJ UNCH    1 2
 RD0596
 RD0596.Superseded values are not recommended for survey control.
 RD0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0596.See file dsdata.txt to determine how the superseded data were derived.
 RD0596
 RD0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER140835(NAD 83)
 RD0596_MARKER: DB = BENCH MARK DISK
 RD0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0596_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0596_STAMPING: C 473 1941
 RD0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0596+STABILITY: SURFACE MOTION
 RD0596
 RD0596  HISTORY     - Date     Condition        Report By
 RD0596  HISTORY     - 1941     MONUMENTED       CGS
 RD0596  HISTORY     - 1954     GOOD             USGS
 RD0596  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RD0596
 RD0596                          STATION DESCRIPTION
 RD0596
 RD0596'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 RD0596'1.0 MI N FROM COLUMBIA CITY.
 RD0596'ABOUT 1.0 MILE NORTH ALONG THE SPOKANE, PORTLAND AND SEATTLE RAILWAY
 RD0596'FROM COLUMBIA CITY, COLUMBIA COUNTY, 53 FEET SOUTH OF SOUTH END OF
 RD0596'OVERPASS A 31.0, 35 FEET EAST OF THE CENTERLINE OF THE TRACK ABOUT 4
 RD0596'FEET LOWER THAN THE TRACK.  AND SET IN THE TOP OF A CONCRETE POST.
 RD0596
 RD0596                          STATION RECOVERY (1988)
 RD0596
 RD0596'RECOVERY NOTE BY US POWER SQUADRON 1988 (WC)
 RD0596'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0477 ***********************************************************************
 QE0477  DESIGNATION -  C 474 RESET
 QE0477  PID         -  QE0477
 QE0477  STATE/COUNTY-  OR/MARION
 QE0477  USGS QUAD   -  SALEM EAST (1986)
 QE0477
 QE0477                         *CURRENT SURVEY CONTROL
 QE0477  ___________________________________________________________________
 QE0477* NAD 83(1986)-  44 54 47.     (N)    122 59 56.     (W)     SCALED    
 QE0477* NAVD 88     -        61.130  (meters)     200.56   (feet)  ADJUSTED  
 QE0477  ___________________________________________________________________
 QE0477  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 QE0477  DYNAMIC HT  -          61.127 (meters)     200.55  (feet)  COMP
 QE0477  MODELED GRAV-     980,569.5   (mgal)                       NAVD 88
 QE0477
 QE0477  VERT ORDER  -  FIRST     CLASS II
 QE0477
 QE0477.This mark is at Mcnary Field Airport (SLE)
 QE0477
 QE0477.The horizontal coordinates were scaled from a topographic map and have
 QE0477.an estimated accuracy of +/- 6 seconds.
 QE0477
 QE0477.The orthometric height was determined by differential leveling
 QE0477.and adjusted in June 1991.
 QE0477
 QE0477.The geoid height was determined by GEOID03.
 QE0477
 QE0477.The dynamic height is computed by dividing the NAVD 88
 QE0477.geopotential number by the normal gravity value computed on the
 QE0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0477.degrees latitude (g = 980.6199 gals.).
 QE0477
 QE0477.The modeled gravity was interpolated from observed gravity values.
 QE0477
 QE0477;                    North         East    Units  Estimated Accuracy
 QE0477;SPC OR N     -   141,550.    2,302,720.      MT  (+/- 180 meters Scaled)
 QE0477
 QE0477                          SUPERSEDED SURVEY CONTROL
 QE0477
 QE0477.No superseded survey control is available for this station.
 QE0477
 QE0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ000732(NAD 83)
 QE0477_MARKER: DV = VERTICAL CONTROL DISK
 QE0477_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 QE0477+WITH SETTING: PAVEMENT
 QE0477_SP_SET: CONCRETE APRON
 QE0477_STAMPING: C 474 RESET 1975
 QE0477_MARK LOGO: NGS   
 QE0477_MAGNETIC: N = NO MAGNETIC MATERIAL
 QE0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0477+STABILITY: SURFACE MOTION
 QE0477_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QE0477+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2004
 QE0477
 QE0477  HISTORY     - Date     Condition        Report By
 QE0477  HISTORY     - 1975     MONUMENTED       NGS
 QE0477  HISTORY     - 1987     GOOD             NGS
 QE0477  HISTORY     - 19960826 GOOD             CHANCE
 QE0477  HISTORY     - 20030626 GOOD             INDIV
 QE0477  HISTORY     - 20041116 GOOD             USPSQD
 QE0477
 QE0477                          STATION DESCRIPTION
 QE0477
 QE0477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 QE0477'2.5 MI SE FROM SALEM.
 QE0477'AT SALEM AIRPORT, ABOUT 2 1/2 MILES SOUTHEAST OF SALEM, ON THE EAST
 QE0477'SIDE OF THE AIRPORT.  REACHED FROM THE INTERSECTION OF STATE HIGHWAY
 QE0477'22, AND AIRPORT ROAD SOUTHEAST, GO SOUTH ON AIRPORT ROAD SOUTHEAST FOR
 QE0477'0.1 MILE TO TURNER ROAD, TURN LEFT, AND GO SOUTHEAST ON TURNER ROAD
 QE0477'FOR 0.35 MILE TO THE ENTRANCE TO THE OREGON NATIONAL GUARD ARMY
 QE0477'AVATION SUPPORT FACILITY ON THE RIGHT, TURN RIGHT, AND GO SOUTHWEST
 QE0477'FOR 0.1 MILE TO THE NEW HANGAR, AND THE BENCH MARK ON THE RIGHT.  THE
 QE0477'BENCH MARK IS CEMENTED IN A DRILL HOLE IN THE CONCRETE APRON ON THE
 QE0477'WEST SIDE OF THE HANGAR, 30 FEET NORTH-NORTHWEST OF THE SOUTHWEST
 QE0477'CORNER OF THE BUILDING, 12 FEET SOUTH-SOUTHWEST OF THE SOUTH END OF
 QE0477'THE HANGAR SLIDING DOOR, 3 FEET WEST-NORTHWEST OF THE SOUTHWEST CORNER
 QE0477'OF THE HANGAR, AND 1 FOOT NORTHWEST OF THE SOUTHEAST CORNER OF THE
 QE0477'APRON.
 QE0477
 QE0477                          STATION RECOVERY (1987)
 QE0477
 QE0477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE0477'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  AT THE SALEM
 QE0477'AIRPORT, AT THE OREGON NATIONAL GUARD ARMY AVATION SUPPORT FACILITY
 QE0477'HANGER NUMBER 1, IN TOP OF THE SOUTHEAST CORNER OF THE FOUNDATION FOR
 QE0477'THE WEST HANGER DOOR, 13.8 M (45.3 FT) SOUTH OF THE CENTER OF THE
 QE0477'HANGER DOOR, 8.9 M (29.2 FT) NORTH-NORTHWEST OF THE SOUTHWEST CORNER
 QE0477'OF THE BUILDING, AND 0.9 M (3.0 FT) WEST OF THE WEST FACE OF THE
 QE0477'BUILDING.
 QE0477
 QE0477                          STATION RECOVERY (1996)
 QE0477
 QE0477'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 QE0477'THE STATION IS LOCATED ABOUT 20 MILES (32.2 KM) NORTH OF ALBANY, 13
 QE0477'MILES (20.9 KM) WEST SOUTHWEST OF SILVERTON AND IN SOUTHEAST SALEM AT
 QE0477'MCNARY FIELD AIRPORT, RICHARD HAYDEN - CITY ADMINISTRATOR AND
 QE0477'TEMPORARY AIRPORT MANAGER, PHONE 503-588-6314  TO REACH THE STATION
 QE0477'FROM THE JUNCTION OF STATE HIGHWAY 22 AND INTERSTATE 5 (EXIT 253) IN
 QE0477'SALEM, PROCEED WEST ON SH 22 (MISSION ST) 1.15 MILES (1.85 KM) TO
 QE0477'INTERSECTION WITH 25TH STREET SOUTHEAST, TURN LEFT AND PROCEED SOUTH
 QE0477'ON 25TH ST SE 0.8 MILES (1.3 KM) TO AIRPORT ENTRANCE ROAD ON THE LEFT,
 QE0477'TURN LEFT AND PROCEED EAST 0.05 MILES (0.08 KM) TO GATE C BETWEEN THE
 QE0477'TOWER AND TERMINAL BUILDING, OBTAIN PERMISSION, PROCEED EAST THROUGH
 QE0477'THE GATE AND ACROSS THE RAMP 0.05 MILES (0.08 KM) TO THE EAST EDGE OF
 QE0477'THE RAMP, TURN RIGHT AND PROCEED SOUTH ALONG THE EAST EDGE OF THE RAMP
 QE0477'0.05 MILES (0.08 KM) TO JUNCTION WITH TAXIWAY J, TURN LEFT AND PROCEED
 QE0477'EAST ON TAXIWAY J ACROSS RUNWAY 16-34 0.2 MILES (0.3 KM) TO RUNWAY
 QE0477'13-31, CONTINUE EAST ACROSS RUNWAY ONTO TAXIWAY Q 0.25 MILES (0.40 KM)
 QE0477'TO THE OREGON NATIONAL GUARD - ARMY AVIATION SUPPORT FACILITY HANGAR
 QE0477'NUMBER 1, PROCEED NORTH AND NORTHEAST AROUND THE BUILDING 0.15 MILES
 QE0477'(0.24 KM) TO HANGAR NUMBER 2 AND THE STATION ON THE LEFT AT THE SOUTH
 QE0477'END OF THE WESTERN HANGAR DOORS  THE STATION IS A STANDARD NGS
 QE0477'VERTICAL CONTROL MARK DISK SET IN THE CONCRETE APRON SURROUNDING THE
 QE0477'HANGAR ENTRANCE, SET FLUSH WITH THE SURFACE.  THE STATION IS LOCATED
 QE0477'13.85 M (45.44 FT) SOUTH OF THE CENTERLINE OF THE WESTERN HANGAR
 QE0477'DOORS, 8.9 M (29.2 FT) NORTH OF THE SOUTHWEST CORNER OF THE BUILDING,
 QE0477'18.0 M (59.1 FT) NORTHEAST OF THE SOUTHEAST CORNER OF THE CONCRETE
 QE0477'APRON, 22.2 M (72.8 FT) NORTHEAST OF THE SQUARE DRAIN INLET, 0.9 M
 QE0477'(3.0 FT) SOUTHWEST OF THE WESTERN WALL OF THE HAN NORTHEAST OF THE
 QE0477'CENTER OF THE WESTERN PERSONNEL G OF A ROUND DRAIN INLET AT THE
 QE0477'NORTHERN END OF THE OVERRUN AREA, 23.65 M (77.59 FT) EAST OF A DRAIN
 QE0477'INLET ON THE EDGE OF THE RUN-UP AREA, 52.6 M (172.6 FT) WEST OF A
 QE0477'DRAIN INLET ON THE WESTERN EDGE OF RUNWAY 16-34 AND 0.5 M (1.6 FT)
 QE0477'SOUTH OF A CARSONITE WITNESS POST  THE STATION IS DESIGNATED AS A
 QE0477'SECONDARY AIRPORT CONTROL STATION (SACS) - OREGON ANA SURVEYS 1996
 QE0477
 QE0477                          STATION RECOVERY (2003)
 QE0477
 QE0477'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (EDV)
 QE0477'STATION RECOVERY DATA 1996 IS INACCURATE.  STATION RECOVERY DATA 1987
 QE0477'IS ACCURATE. THE STATION IS 3FT SOUTHWEST OF THE SOUTHWEST WALL OF
 QE0477'HANGER 1.
 QE0477
 QE0477                          STATION RECOVERY (2004)
 QE0477
 QE0477'RECOVERY NOTE BY US POWER SQUADRON 2004 (RB)
 QE0477'MARK IS IN A CONCRETE PAD 3FT FROM THE NW OF HANGER NO.1, AT THE SW
 QE0477'SIDE OF THE APRON.  THE MARK IS JUST BELOW AN AIRCRAFT OPERATIONS
 QE0477'CONTROL BOOTH.  IT IS UNDER A HEAT PUMP PIPE ON A PAD WHICH MAY BE
 QE0477'RELOCATED.  PREVIOUS DESCRIPTIONS ARE ACCURATE, EXCEPT THAT THE ENTIRE
 QE0477'AREA HAS BEEN RESURFACED AND DRAIN LOCATIONS HAVE BEEN CHANGED.
 QE0477' 
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0001 ***********************************************************************
 QE0001  DESIGNATION -  C 475
 QE0001  PID         -  QE0001
 QE0001  STATE/COUNTY-  OR/LINN
 QE0001  USGS QUAD   -  MILL CITY SOUTH (1985)
 QE0001
 QE0001                         *CURRENT SURVEY CONTROL
 QE0001  ___________________________________________________________________
 QE0001* NAD 83(1986)-  44 44 58.     (N)    122 29 29.     (W)     SCALED    
 QE0001* NAVD 88     -       257.469  (meters)     844.71   (feet)  ADJUSTED  
 QE0001  ___________________________________________________________________
 QE0001  GEOID HEIGHT-         -22.65  (meters)                     GEOID03
 QE0001  DYNAMIC HT  -         257.431 (meters)     844.59  (feet)  COMP
 QE0001  MODELED GRAV-     980,463.8   (mgal)                       NAVD 88
 QE0001
 QE0001  VERT ORDER  -  FIRST     CLASS II
 QE0001
 QE0001.The horizontal coordinates were scaled from a topographic map and have
 QE0001.an estimated accuracy of +/- 6 seconds.
 QE0001
 QE0001.The orthometric height was determined by differential leveling
 QE0001.and adjusted in June 1991.
 QE0001
 QE0001.The geoid height was determined by GEOID03.
 QE0001
 QE0001.The dynamic height is computed by dividing the NAVD 88
 QE0001.geopotential number by the normal gravity value computed on the
 QE0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0001.degrees latitude (g = 980.6199 gals.).
 QE0001
 QE0001.The modeled gravity was interpolated from observed gravity values.
 QE0001
 QE0001;                    North         East    Units  Estimated Accuracy
 QE0001;SPC OR N     -   122,260.    2,342,330.      MT  (+/- 180 meters Scaled)
 QE0001
 QE0001                          SUPERSEDED SURVEY CONTROL
 QE0001
 QE0001  NGVD 29 (??/??/92)  256.413  (m)          841.25   (f) ADJ UNCH    1 2
 QE0001
 QE0001.Superseded values are not recommended for survey control.
 QE0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0001.See file dsdata.txt to determine how the superseded data were derived.
 QE0001
 QE0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ402552(NAD 83)
 QE0001_MARKER: DB = BENCH MARK DISK
 QE0001_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QE0001_SP_SET: CULVERT
 QE0001_STAMPING: C 475 1941
 QE0001_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0001
 QE0001  HISTORY     - Date     Condition        Report By
 QE0001  HISTORY     - 1941     MONUMENTED       CGS
 QE0001  HISTORY     - 1955     GOOD             USGS
 QE0001
 QE0001                          STATION DESCRIPTION
 QE0001
 QE0001'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 QE0001'0.9 MI SW FROM MILL CITY.
 QE0001'IN LINN COUNTY, ABOUT 0.9 MILE SOUTHWEST ALONG THE OLD NORTH SANTIAN
 QE0001'HWY. (OROG.222) FROM THE NORTH SANTIAN RIVER BRIDGE AT MILL CITY,
 QE0001'MARION COUNTY, AT SOUTHERN PACIFIC CO. RAILROAD CULVERT 726 .71 IN THE
 QE0001'NORTHEAST END OF THE NORTHWEST HEAD WALL, 15 FEET NORTHWEST OF THE
 QE0001'CENTERLINE OF THE TRACK, AND ABOUT 4 FEET LOWER THAN THE TRACK. A
 QE0001'STANDARD DISK, STAMPED C 475 1941.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1116 ***********************************************************************
 QD1116  DESIGNATION -  C 476
 QD1116  PID         -  QD1116
 QD1116  STATE/COUNTY-  OR/DESCHUTES
 QD1116  USGS QUAD   -  SISTERS (1988)
 QD1116
 QD1116                         *CURRENT SURVEY CONTROL
 QD1116  ___________________________________________________________________
 QD1116* NAD 83(1986)-  44 21 57.     (N)    121 37 10.     (W)     SCALED    
 QD1116* NAVD 88     -      1025.370  (meters)    3364.07   (feet)  ADJUSTED  
 QD1116  ___________________________________________________________________
 QD1116  GEOID HEIGHT-         -21.36  (meters)                     GEOID03
 QD1116  DYNAMIC HT  -        1025.015 (meters)    3362.90  (feet)  COMP
 QD1116  MODELED GRAV-     980,236.0   (mgal)                       NAVD 88
 QD1116
 QD1116  VERT ORDER  -  FIRST     CLASS II
 QD1116
 QD1116.The horizontal coordinates were scaled from a topographic map and have
 QD1116.an estimated accuracy of +/- 6 seconds.
 QD1116
 QD1116.The orthometric height was determined by differential leveling
 QD1116.and adjusted in June 1991.
 QD1116
 QD1116.The geoid height was determined by GEOID03.
 QD1116
 QD1116.The dynamic height is computed by dividing the NAVD 88
 QD1116.geopotential number by the normal gravity value computed on the
 QD1116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1116.degrees latitude (g = 980.6199 gals.).
 QD1116
 QD1116.The modeled gravity was interpolated from observed gravity values.
 QD1116
 QD1116;                    North         East    Units  Estimated Accuracy
 QD1116;SPC OR S     -   300,450.    1,410,760.      MT  (+/- 180 meters Scaled)
 QD1116
 QD1116                          SUPERSEDED SURVEY CONTROL
 QD1116
 QD1116  NGVD 29 (??/??/92) 1024.203  (m)         3360.24   (f) ADJ UNCH    1 2
 QD1116
 QD1116.Superseded values are not recommended for survey control.
 QD1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1116.See file dsdata.txt to determine how the superseded data were derived.
 QD1116
 QD1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ100134(NAD 83)
 QD1116_MARKER: DB = BENCH MARK DISK
 QD1116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD1116_SP_SET: CONCRETE POST
 QD1116_STAMPING: C 476 1941
 QD1116_MARK LOGO: CGS   
 QD1116_PROJECTION: PROJECTING 10 CENTIMETERS
 QD1116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD1116+STABILITY: SURFACE MOTION
 QD1116
 QD1116  HISTORY     - Date     Condition        Report By
 QD1116  HISTORY     - 1941     MONUMENTED       CGS
 QD1116  HISTORY     - 1987     GOOD             NGS
 QD1116
 QD1116                          STATION DESCRIPTION
 QD1116
 QD1116'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 QD1116'6.55 MI W FROM SISTERS.
 QD1116'ABOUT 6.55 MILES WEST OF SISTERS POST OFFICE, ALONG U.S. HIGHWAY NO.
 QD1116'20, .80 MILE NORTH OF INDIAN FORD CREEK, 350 FEET NORTH OF CREST OF
 QD1116'HILL, 54 FEET EAST OF CENTER OF HIGHWAY, A STANDARD DISK SET IN A
 QD1116'CONCRETE POST.  WITNESS POST SET BY MARK.
 QD1116
 QD1116                          STATION RECOVERY (1987)
 QD1116
 QD1116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QD1116'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  10.4 KM
 QD1116'(6.45 MI) NORTHWESTERLY ALONG STATE HIGHWAY 20 FROM ITS JUNCTION WITH
 QD1116'FIR STREET IN SISTERS, AND 15.1 M (49.5 FT) NORTHEAST OF THE
 QD1116'CENTERLINE OF THE HIGHWAY.
 QD1116'THE MARK IS 0.4 METERS  SW FROM  A WITNESS POST
 QD1116'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0156 ***********************************************************************
 PC0156  DESIGNATION -  C 477
 PC0156  PID         -  PC0156
 PC0156  STATE/COUNTY-  OR/DOUGLAS
 PC0156  USGS QUAD   -  STEAMBOAT (1997)
 PC0156
 PC0156                         *CURRENT SURVEY CONTROL
 PC0156  ___________________________________________________________________
 PC0156* NAD 83(1986)-  43 18 00.     (N)    122 39 44.     (W)     SCALED    
 PC0156* NAVD 88     -       402.392  (meters)    1320.18   (feet)  ADJUSTED  
 PC0156  ___________________________________________________________________
 PC0156  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 PC0156  DYNAMIC HT  -         402.253 (meters)    1319.73  (feet)  COMP
 PC0156  MODELED GRAV-     980,265.0   (mgal)                       NAVD 88
 PC0156
 PC0156  VERT ORDER  -  FIRST     CLASS II
 PC0156
 PC0156.The horizontal coordinates were scaled from a topographic map and have
 PC0156.an estimated accuracy of +/- 6 seconds.
 PC0156
 PC0156.The orthometric height was determined by differential leveling
 PC0156.and adjusted in June 1991.
 PC0156
 PC0156.The geoid height was determined by GEOID03.
 PC0156
 PC0156.The dynamic height is computed by dividing the NAVD 88
 PC0156.geopotential number by the normal gravity value computed on the
 PC0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0156.degrees latitude (g = 980.6199 gals.).
 PC0156
 PC0156.The modeled gravity was interpolated from observed gravity values.
 PC0156
 PC0156;                    North         East    Units  Estimated Accuracy
 PC0156;SPC OR S     -   183,700.    1,324,590.      MT  (+/- 180 meters Scaled)
 PC0156
 PC0156                          SUPERSEDED SURVEY CONTROL
 PC0156
 PC0156  NGVD 29 (??/??/92)  401.258  (m)         1316.46   (f) ADJ UNCH    1 2
 PC0156
 PC0156.Superseded values are not recommended for survey control.
 PC0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0156.See file dsdata.txt to determine how the superseded data were derived.
 PC0156
 PC0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN273941(NAD 83)
 PC0156_MARKER: DB = BENCH MARK DISK
 PC0156_SETTING: 66 = SET IN ROCK OUTCROP
 PC0156_SP_SET: ROCK POINT
 PC0156_STAMPING: C 477 - 1941
 PC0156_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PC0156+STABILITY: POSITION/ELEVATION WELL
 PC0156
 PC0156  HISTORY     - Date     Condition        Report By
 PC0156  HISTORY     - 1941     MONUMENTED       CGS
 PC0156  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 PC0156  HISTORY     - 19851101 MARK NOT FOUND   USGS
 PC0156
 PC0156                          STATION DESCRIPTION
 PC0156
 PC0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 PC0156'5.57 MI SE FROM STEAMBOAT.
 PC0156'ABOUT 5.57 MILES SOUTHEAST OF STEAMBOAT BRIDGE, ALONG THE NORTH UMPQUA
 PC0156'HIGHWAY, AT PANTHER LEAP POINT, 45 FEET SOUTH OF CENTER OF ROAD IN A
 PC0156'ROCK POINT.  WITNESS POST SET BY MARK.
 PC0156
 PC0156                          STATION RECOVERY (1985)
 PC0156
 PC0156'RECOVERY NOTE BY US POWER SQUADRON 1985 (PSM)
 PC0156'MARK NOT FOUND.
 PC0156
 PC0156                          STATION RECOVERY (1985)
 PC0156
 PC0156'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (PSM)
 PC0156'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0829 ***********************************************************************
 QD0829  DESIGNATION -  C 478
 QD0829  PID         -  QD0829
 QD0829  STATE/COUNTY-  OR/DESCHUTES
 QD0829  USGS QUAD   -  TUMALO (1962)
 QD0829
 QD0829                         *CURRENT SURVEY CONTROL
 QD0829  ___________________________________________________________________
 QD0829* NAD 83(1986)-  44 08 35.     (N)    121 16 13.     (W)     SCALED    
 QD0829* NAVD 88     -      1008.037  (meters)    3307.20   (feet)  ADJUSTED  
 QD0829  ___________________________________________________________________
 QD0829  GEOID HEIGHT-         -21.11  (meters)                     GEOID03
 QD0829  DYNAMIC HT  -        1007.660 (meters)    3305.96  (feet)  COMP
 QD0829  MODELED GRAV-     980,210.4   (mgal)                       NAVD 88
 QD0829
 QD0829  VERT ORDER  -  FIRST     CLASS II
 QD0829
 QD0829.The horizontal coordinates were scaled from a topographic map and have
 QD0829.an estimated accuracy of +/- 6 seconds.
 QD0829
 QD0829.The orthometric height was determined by differential leveling
 QD0829.and adjusted in June 1991.
 QD0829
 QD0829.The geoid height was determined by GEOID03.
 QD0829
 QD0829.The dynamic height is computed by dividing the NAVD 88
 QD0829.geopotential number by the normal gravity value computed on the
 QD0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0829.degrees latitude (g = 980.6199 gals.).
 QD0829
 QD0829.The modeled gravity was interpolated from observed gravity values.
 QD0829
 QD0829;                    North         East    Units  Estimated Accuracy
 QD0829;SPC OR S     -   275,380.    1,438,370.      MT  (+/- 180 meters Scaled)
 QD0829
 QD0829                          SUPERSEDED SURVEY CONTROL
 QD0829
 QD0829  NGVD 29 (??/??/92) 1006.894  (m)         3303.45   (f) ADJ UNCH    1 2
 QD0829
 QD0829.Superseded values are not recommended for survey control.
 QD0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0829.See file dsdata.txt to determine how the superseded data were derived.
 QD0829
 QD0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP383892(NAD 83)
 QD0829_MARKER: DB = BENCH MARK DISK
 QD0829_SETTING: 66 = SET IN ROCK OUTCROP
 QD0829_SP_SET: LAVA ROCK OUTCROP
 QD0829_STAMPING: C 478 1941
 QD0829_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QD0829+STABILITY: POSITION/ELEVATION WELL
 QD0829
 QD0829  HISTORY     - Date     Condition        Report By
 QD0829  HISTORY     - 1941     MONUMENTED       CGS
 QD0829  HISTORY     - 1974     GOOD             NGS
 QD0829
 QD0829                          STATION DESCRIPTION
 QD0829
 QD0829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 QD0829'6 MI N FROM BEND.
 QD0829'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 20, AND 97, WHICH IS 2 1/2
 QD0829'MILES NORTH OF BEND, GO NORTH ON U.S. HIGHWAY 97 FOR 3.65 MILES TO THE
 QD0829'BENCH MARK ON THE RIGHT, THIS IS 10.1 MILES SOUTH OF THE JUNCTION OF
 QD0829'U.S. HIGHWAY 97, AND STATE HIGHWAY 126 AT REDMOND, 0.45 MILE SOUTH OF
 QD0829'MILEPOST NO. 131, 45 FEET EAST OF THE CENTER OF U.S. HIGHWAY 97, 13
 QD0829'FEET NORTHWEST OF AN OLD JUNIPER TREE, 1.4 FEET SOUTH OF A METAL
 QD0829'WITNESS POST, AND 2 1/2 FEET LOWER THAN THE HIGHWAY CEMENTED IN A
 QD0829'DRILL HOLE IN LAVA ROCK OUTCROP.  NOTE-- THIS MARK IS OFTEN COVERED
 QD0829'WITH CINDERS, AND GRAVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0439 ***********************************************************************
 QE0439  DESIGNATION -  C 479
 QE0439  PID         -  QE0439
 QE0439  STATE/COUNTY-  OR/LINN
 QE0439  USGS QUAD   -  LEBANON (1986)
 QE0439
 QE0439                         *CURRENT SURVEY CONTROL
 QE0439  ___________________________________________________________________
 QE0439* NAD 83(1986)-  44 32 42.     (N)    122 54 25.     (W)     SCALED    
 QE0439* NAVD 88     -       104.816  (meters)     343.88   (feet)  ADJUSTED  
 QE0439  ___________________________________________________________________
 QE0439  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 QE0439  DYNAMIC HT  -         104.805 (meters)     343.85  (feet)  COMP
 QE0439  MODELED GRAV-     980,515.7   (mgal)                       NAVD 88
 QE0439
 QE0439  VERT ORDER  -  FIRST     CLASS II
 QE0439
 QE0439.The horizontal coordinates were scaled from a topographic map and have
 QE0439.an estimated accuracy of +/- 6 seconds.
 QE0439
 QE0439.The orthometric height was determined by differential leveling
 QE0439.and adjusted in June 1991.
 QE0439
 QE0439.The geoid height was determined by GEOID03.
 QE0439
 QE0439.The dynamic height is computed by dividing the NAVD 88
 QE0439.geopotential number by the normal gravity value computed on the
 QE0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0439.degrees latitude (g = 980.6199 gals.).
 QE0439
 QE0439.The modeled gravity was interpolated from observed gravity values.
 QE0439
 QE0439;                    North         East    Units  Estimated Accuracy
 QE0439;SPC OR N     -   100,450.    2,308,760.      MT  (+/- 180 meters Scaled)
 QE0439
 QE0439                          SUPERSEDED SURVEY CONTROL
 QE0439
 QE0439  NGVD 29 (??/??/92)  103.796  (m)          340.54   (f) ADJ UNCH    1 2
 QE0439
 QE0439.Superseded values are not recommended for survey control.
 QE0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0439.See file dsdata.txt to determine how the superseded data were derived.
 QE0439
 QE0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ073324(NAD 83)
 QE0439_MARKER: DB = BENCH MARK DISK
 QE0439_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QE0439_SP_SET: BUILDING
 QE0439_STAMPING: C 479 1941
 QE0439_MARK LOGO: CGS   
 QE0439_MAGNETIC: N = NO MAGNETIC MATERIAL
 QE0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0439+STABILITY: SURFACE MOTION
 QE0439_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QE0439+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2006
 QE0439
 QE0439  HISTORY     - Date     Condition        Report By
 QE0439  HISTORY     - 1941     MONUMENTED       CGS
 QE0439  HISTORY     - 1963     GOOD             NGS
 QE0439  HISTORY     - 19941109 GOOD             ORHD
 QE0439  HISTORY     - 19950320 GOOD             ORDT
 QE0439  HISTORY     - 20060529 GOOD             USPSQD
 QE0439
 QE0439                          STATION DESCRIPTION
 QE0439
 QE0439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 QE0439'IN LEBANON.
 QE0439'IN NORTHWEST LEBANON, ON THE EAST SIDE OF THE JUNIOR HIGH SCHOOL
 QE0439'GROUNDS, 350 FEET SOUTH OF THE CENTER OF W MORTON STREET, 140 FEET
 QE0439'NORTH OF THE CENTER OF DODGE STREET AND 40 FEET WEST OF THE CENTER OF
 QE0439'U.S. HIGHWAY 20 IN THE NORTHWEST CORNER OF THE SANTIAM ACADEMY MARKER.
 QE0439
 QE0439                          STATION RECOVERY (1994)
 QE0439
 QE0439'RECOVERY NOTE BY OREGON HIGHWAY DEPARTMENT 1994 (DBS)
 QE0439'RECOVERED IN GOOD CONDITION.  NEW MILEAGE FROM JUNCTION OF OREGON 34
 QE0439'AND U.S.  20 IN LEBANON GO SOUTH ON U.S.  20 FOR 0.06 MILE (0.10 KM)
 QE0439'TO THE STATION ON YOUR LEFT. DESCRIBED BY D.  B.  STJAMES.
 QE0439
 QE0439                          STATION RECOVERY (1995)
 QE0439
 QE0439'RECOVERY NOTE BY OREGON DEPARTMENT OF TRANSPORTATION 1995 (RV)
 QE0439'RECOVERED AS DESCRIBED.
 QE0439
 QE0439                          STATION RECOVERY (2006)
 QE0439
 QE0439'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 QE0439'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0066 ***********************************************************************
 PC0066  DESIGNATION -  C 480
 PC0066  PID         -  PC0066
 PC0066  STATE/COUNTY-  OR/DOUGLAS
 PC0066  USGS QUAD   -  GARWOOD BUTTE (1985)
 PC0066
 PC0066                         *CURRENT SURVEY CONTROL
 PC0066  ___________________________________________________________________
 PC0066* NAD 83(1986)-  43 14 03.     (N)    122 22 08.     (W)     SCALED    
 PC0066* NAVD 88     -      1061.046  (meters)    3481.12   (feet)  ADJUSTED  
 PC0066  ___________________________________________________________________
 PC0066  GEOID HEIGHT-         -22.37  (meters)                     GEOID03
 PC0066  DYNAMIC HT  -        1060.551 (meters)    3479.49  (feet)  COMP
 PC0066  MODELED GRAV-     980,117.7   (mgal)                       NAVD 88
 PC0066
 PC0066  VERT ORDER  -  FIRST     CLASS II
 PC0066
 PC0066.The horizontal coordinates were scaled from a topographic map and have
 PC0066.an estimated accuracy of +/- 6 seconds.
 PC0066
 PC0066.The orthometric height was determined by differential leveling
 PC0066.and adjusted in June 1991.
 PC0066
 PC0066.The geoid height was determined by GEOID03.
 PC0066
 PC0066.The dynamic height is computed by dividing the NAVD 88
 PC0066.geopotential number by the normal gravity value computed on the
 PC0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0066.degrees latitude (g = 980.6199 gals.).
 PC0066
 PC0066.The modeled gravity was interpolated from observed gravity values.
 PC0066
 PC0066;                    North         East    Units  Estimated Accuracy
 PC0066;SPC OR S     -   175,820.    1,348,220.      MT  (+/- 180 meters Scaled)
 PC0066
 PC0066                          SUPERSEDED SURVEY CONTROL
 PC0066
 PC0066  NGVD 29 (??/??/92) 1059.837  (m)         3477.15   (f) ADJ UNCH    1 2
 PC0066
 PC0066.Superseded values are not recommended for survey control.
 PC0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0066.See file dsdata.txt to determine how the superseded data were derived.
 PC0066
 PC0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN512870(NAD 83)
 PC0066_MARKER: DB = BENCH MARK DISK
 PC0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PC0066_STAMPING: C 480 - 1941
 PC0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0066+STABILITY: SURFACE MOTION
 PC0066
 PC0066  HISTORY     - Date     Condition        Report By
 PC0066  HISTORY     - 1941     MONUMENTED       CGS
 PC0066
 PC0066                          STATION DESCRIPTION
 PC0066
 PC0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 PC0066'6.05 MI E FROM BIG CAMAS.
 PC0066'ABOUT 6.05 MILES EAST OF BIG CAMAS RANGER STATION, ALONG NORTH UMPQUA
 PC0066'HIGHWAY, AT BEAR TRAP TRAIL, 12 FEET SOUTHWEST OF TRAIL, 15 FEET
 PC0066'SOUTHEAST CENTER OF ROAD, 2 FOOT ABOVE ROAD LEVEL.  A STANDARD DISK
 PC0066'SET IN CONCRETE POST.  WITNESS POST SET BY MARK.  NOTE-- TURN LEFT ON
 PC0066'ROAD AT SIGN READING 2 WATSON CR FALLS.  PROCEED 1.0 MILES TO JUNCTION
 PC0066'OF BEAR TRAP TRAIL, 12 FEET SOUTH WEST OF THE TRAIL, 15 FEET (FOLLOW
 PC0066'ORIGINAL DESCRIPTION).
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0227 ***********************************************************************
 QD0227  DESIGNATION -  C 482
 QD0227  PID         -  QD0227
 QD0227  STATE/COUNTY-  OR/CROOK
 QD0227  USGS QUAD   -  POST (1992)
 QD0227
 QD0227                         *CURRENT SURVEY CONTROL
 QD0227  ___________________________________________________________________
 QD0227* NAD 83(1986)-  44 08 02.     (N)    120 24 29.     (W)     SCALED    
 QD0227* NAVD 88     -      1027.912  (meters)    3372.41   (feet)  ADJUSTED  
 QD0227  ___________________________________________________________________
 QD0227  GEOID HEIGHT-         -19.54  (meters)                     GEOID03
 QD0227  DYNAMIC HT  -        1027.524 (meters)    3371.14  (feet)  COMP
 QD0227  MODELED GRAV-     980,205.9   (mgal)                       NAVD 88
 QD0227
 QD0227  VERT ORDER  -  FIRST     CLASS II
 QD0227
 QD0227.The horizontal coordinates were scaled from a topographic map and have
 QD0227.an estimated accuracy of +/- 6 seconds.
 QD0227
 QD0227.The orthometric height was determined by differential leveling
 QD0227.and adjusted in June 1991.
 QD0227
 QD0227.The geoid height was determined by GEOID03.
 QD0227
 QD0227.The dynamic height is computed by dividing the NAVD 88
 QD0227.geopotential number by the normal gravity value computed on the
 QD0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0227.degrees latitude (g = 980.6199 gals.).
 QD0227
 QD0227.The modeled gravity was interpolated from observed gravity values.
 QD0227
 QD0227;                    North         East    Units  Estimated Accuracy
 QD0227;SPC OR S     -   274,090.    1,507,360.      MT  (+/- 180 meters Scaled)
 QD0227
 QD0227                          SUPERSEDED SURVEY CONTROL
 QD0227
 QD0227  NGVD 29 (??/??/92) 1026.761  (m)         3368.63   (f) ADJ UNCH    1 2
 QD0227
 QD0227.Superseded values are not recommended for survey control.
 QD0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0227.See file dsdata.txt to determine how the superseded data were derived.
 QD0227
 QD0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGP073900(NAD 83)
 QD0227_MARKER: DB = BENCH MARK DISK
 QD0227_SETTING: 66 = SET IN ROCK OUTCROP
 QD0227_SP_SET: OUTCROP
 QD0227_STAMPING: C 482 1941
 QD0227_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QD0227+STABILITY: POSITION/ELEVATION WELL
 QD0227
 QD0227  HISTORY     - Date     Condition        Report By
 QD0227  HISTORY     - 1941     MONUMENTED       CGS
 QD0227
 QD0227                          STATION DESCRIPTION
 QD0227
 QD0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 QD0227'4.86 MI E FROM POST.
 QD0227'ABOUT 4.86 MILES EAST OF THE STORE AT POST, ALONG THE OLD SOUTH
 QD0227'CROOKED RIVER ROAD, JUST WEST OF A BLIND CURVE AND A ROCK BLUFF, 102
 QD0227'FEET WEST OF A FENCE LINE, 42 FEET SOUTH OF THE CENTER OF THE ROAD, 4
 QD0227'FEET ABOVE ROAD LEVEL IN A ROCK OUTCROP.  A STANDARD DISK SET. WITNESS
 QD0227'POST SET BY MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0329 ***********************************************************************
 QD0329  DESIGNATION -  C 483
 QD0329  PID         -  QD0329
 QD0329  STATE/COUNTY-  OR/CROOK
 QD0329  USGS QUAD   -  PRINEVILLE (1992)
 QD0329
 QD0329                         *CURRENT SURVEY CONTROL
 QD0329  ___________________________________________________________________
 QD0329* NAD 83(1986)-  44 17 31.     (N)    120 49 37.     (W)     SCALED    
 QD0329* NAVD 88     -       885.388  (meters)    2904.81   (feet)  ADJUSTED  
 QD0329  ___________________________________________________________________
 QD0329  GEOID HEIGHT-         -20.49  (meters)                     GEOID03
 QD0329  DYNAMIC HT  -         885.100 (meters)    2903.87  (feet)  COMP
 QD0329  MODELED GRAV-     980,263.7   (mgal)                       NAVD 88
 QD0329
 QD0329  VERT ORDER  -  FIRST     CLASS II
 QD0329
 QD0329.The horizontal coordinates were scaled from a topographic map and have
 QD0329.an estimated accuracy of +/- 6 seconds.
 QD0329
 QD0329.The orthometric height was determined by differential leveling
 QD0329.and adjusted in June 1991.
 QD0329
 QD0329.The geoid height was determined by GEOID03.
 QD0329
 QD0329.The dynamic height is computed by dividing the NAVD 88
 QD0329.geopotential number by the normal gravity value computed on the
 QD0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0329.degrees latitude (g = 980.6199 gals.).
 QD0329
 QD0329.The modeled gravity was interpolated from observed gravity values.
 QD0329
 QD0329;                    North         East    Units  Estimated Accuracy
 QD0329;SPC OR S     -   291,700.    1,473,900.      MT  (+/- 180 meters Scaled)
 QD0329
 QD0329                          SUPERSEDED SURVEY CONTROL
 QD0329
 QD0329  NGVD 29 (??/??/92)  884.269  (m)         2901.14   (f) ADJ UNCH    1 2
 QD0329
 QD0329.Superseded values are not recommended for survey control.
 QD0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0329.See file dsdata.txt to determine how the superseded data were derived.
 QD0329
 QD0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ733065(NAD 83)
 QD0329_MARKER: DB = BENCH MARK DISK
 QD0329_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QD0329_SP_SET: BRIDGE
 QD0329_STAMPING: C 483 1941
 QD0329_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QD0329
 QD0329  HISTORY     - Date     Condition        Report By
 QD0329  HISTORY     - 1941     MONUMENTED       CGS
 QD0329  HISTORY     - 1962     MARK NOT FOUND   NGS
 QD0329
 QD0329                          STATION DESCRIPTION
 QD0329
 QD0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 QD0329'1.62 MI SE FROM PRINEVILLE.
 QD0329'1.62 MILES SOUTHEAST ALONG THE PRINEVILLE-PAULINA ROAD FROM THE
 QD0329'COURTHOUSE AT PRINEVILLE, CROOK COUNTY, AT A T JUNCTION OF ROADS, IN
 QD0329'THE MIDDLE OF THE WEST SIDEWALL OF A CONCRETE BRIDGE.  A STANDARD DISK
 QD0329'SET.  WITNESS POST SET BY MARK.
 QD0329
 QD0329                          STATION RECOVERY (1962)
 QD0329
 QD0329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 QD0329'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC0364 ***********************************************************************
 SC0364  DESIGNATION -  C 484
 SC0364  PID         -  SC0364
 SC0364  STATE/COUNTY-  OR/COLUMBIA
 SC0364  USGS QUAD   -  OAK POINT (1985)
 SC0364
 SC0364                         *CURRENT SURVEY CONTROL
 SC0364  ___________________________________________________________________
 SC0364* NAD 83(1986)-  46 09 50.     (N)    123 07 35.     (W)     SCALED    
 SC0364* NAVD 88     -         7.719  (meters)      25.32   (feet)  ADJUSTED  
 SC0364  ___________________________________________________________________
 SC0364  GEOID HEIGHT-         -20.99  (meters)                     GEOID03
 SC0364  DYNAMIC HT  -           7.720 (meters)      25.33  (feet)  COMP
 SC0364  MODELED GRAV-     980,760.2   (mgal)                       NAVD 88
 SC0364
 SC0364  VERT ORDER  -  FIRST     CLASS II
 SC0364
 SC0364.The horizontal coordinates were scaled from a topographic map and have
 SC0364.an estimated accuracy of +/- 6 seconds.
 SC0364
 SC0364.The orthometric height was determined by differential leveling
 SC0364.and adjusted in June 1991.
 SC0364
 SC0364.The geoid height was determined by GEOID03.
 SC0364
 SC0364.The dynamic height is computed by dividing the NAVD 88
 SC0364.geopotential number by the normal gravity value computed on the
 SC0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0364.degrees latitude (g = 980.6199 gals.).
 SC0364
 SC0364.The modeled gravity was interpolated from observed gravity values.
 SC0364
 SC0364;                    North         East    Units  Estimated Accuracy
 SC0364;SPC OR N     -   280,810.    2,297,180.      MT  (+/- 180 meters Scaled)
 SC0364
 SC0364                          SUPERSEDED SURVEY CONTROL
 SC0364
 SC0364  NGVD 29 (??/??/92)    6.724  (m)           22.06   (f) ADJ UNCH    1 2
 SC0364
 SC0364.Superseded values are not recommended for survey control.
 SC0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0364.See file dsdata.txt to determine how the superseded data were derived.
 SC0364
 SC0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS902122(NAD 83)
 SC0364_MARKER: DB = BENCH MARK DISK
 SC0364_SETTING: 80 = SET IN A BOULDER
 SC0364_SP_SET: BOULDER
 SC0364_STAMPING: C 484 1941
 SC0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0364+STABILITY: SURFACE MOTION
 SC0364
 SC0364  HISTORY     - Date     Condition        Report By
 SC0364  HISTORY     - 1941     MONUMENTED       CGS
 SC0364  HISTORY     - 1952     MARK NOT FOUND   USGS
 SC0364  HISTORY     - 1981     MARK NOT FOUND   USGS
 SC0364  HISTORY     - 1987     MARK NOT FOUND   NGS
 SC0364
 SC0364                          STATION DESCRIPTION
 SC0364
 SC0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 SC0364'1 MI W FROM MAYGER.
 SC0364'ALONG SPOKANE PORTLAND AND SEATTLE RAILROAD.  ABOUT 1 MILE WEST FROM
 SC0364'MAYGER.  ABOUT 771 FEET NORTH EAST OF R.R. MILAGE POST 57.  ABOUT 123
 SC0364'FEET SOUTH WEST FROM R.R. 1 MILE SLOW SIGN FOR STATION AT MAYGER.
 SC0364'ABOUT 15 FEET SOUTH EAST OF CENTER OF R. R. TRACK.  ABOUT 18 FEET
 SC0364'NORTHWEST OF CENTER OF ROAD.  BETWEEN R.R. TRACK AND ROAD.  CLIFF
 SC0364'ABOVE ROAD AT THIS POINT.  DISK SET IN DRILL HOLE IN NORTHEAST CORNER
 SC0364'OF LARGE BOULDER.
 SC0364
 SC0364                          STATION RECOVERY (1952)
 SC0364
 SC0364'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 SC0364'MARK NOT FOUND.
 SC0364
 SC0364                          STATION RECOVERY (1981)
 SC0364
 SC0364'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 SC0364'MARK NOT FOUND.
 SC0364
 SC0364                          STATION RECOVERY (1987)
 SC0364
 SC0364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SC0364'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0075 ***********************************************************************
 RB0075  DESIGNATION -  C 486
 RB0075  PID         -  RB0075
 RB0075  STATE/COUNTY-  OR/UMATILLA
 RB0075  USGS QUAD   -  DUNCAN (1995)
 RB0075
 RB0075                         *CURRENT SURVEY CONTROL
 RB0075  ___________________________________________________________________
 RB0075* NAD 83(1986)-  45 32 43.     (N)    118 18 36.     (W)     SCALED    
 RB0075* NAVD 88     -       725.797  (meters)    2381.22   (feet)  ADJUSTED  
 RB0075  ___________________________________________________________________
 RB0075  GEOID HEIGHT-         -18.63  (meters)                     GEOID03
 RB0075  DYNAMIC HT  -         725.650 (meters)    2380.74  (feet)  COMP
 RB0075  MODELED GRAV-     980,390.6   (mgal)                       NAVD 88
 RB0075
 RB0075  VERT ORDER  -  FIRST     CLASS II
 RB0075
 RB0075.The horizontal coordinates were scaled from a topographic map and have
 RB0075.an estimated accuracy of +/- 6 seconds.
 RB0075
 RB0075.The orthometric height was determined by differential leveling
 RB0075.and adjusted in June 1991.
 RB0075
 RB0075.The geoid height was determined by GEOID03.
 RB0075
 RB0075.The dynamic height is computed by dividing the NAVD 88
 RB0075.geopotential number by the normal gravity value computed on the
 RB0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0075.degrees latitude (g = 980.6199 gals.).
 RB0075
 RB0075.The modeled gravity was interpolated from observed gravity values.
 RB0075
 RB0075;                    North         East    Units  Estimated Accuracy
 RB0075;SPC OR N     -   211,070.    2,670,990.      MT  (+/- 180 meters Scaled)
 RB0075
 RB0075                          SUPERSEDED SURVEY CONTROL
 RB0075
 RB0075  NGVD 29 (??/??/92)  724.734  (m)         2377.73   (f) ADJ UNCH    1 2
 RB0075
 RB0075.Superseded values are not recommended for survey control.
 RB0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0075.See file dsdata.txt to determine how the superseded data were derived.
 RB0075
 RB0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL977443(NAD 83)
 RB0075_MARKER: DB = BENCH MARK DISK
 RB0075_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RB0075_SP_SET: CULVERT
 RB0075_STAMPING: C 486 1941
 RB0075_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RB0075
 RB0075  HISTORY     - Date     Condition        Report By
 RB0075  HISTORY     - 1941     MONUMENTED       CGS
 RB0075  HISTORY     - 1951     GOOD             NGS
 RB0075
 RB0075                          STATION DESCRIPTION
 RB0075
 RB0075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 RB0075'1.1 MI S FROM DUNCAN.
 RB0075'1.1 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION SIGN
 RB0075'AT DUNCAN, AT THE NORTH END OF A LONG CURVE IN THE TRACKS AT THE
 RB0075'BRIDGE (249.38) SET IN TOP OF THE WEST END OF THE SOUTH HEADWALL, 6.1
 RB0075'FEET WEST OF THE WEST RAIL, AND ABOUT 2 FEET LOWER THAN THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0643 ***********************************************************************
 PC0643  DESIGNATION -  C 487
 PC0643  PID         -  PC0643
 PC0643  STATE/COUNTY-  OR/KLAMATH
 PC0643  USGS QUAD   -  PUMICE DESERT EAST (1985)
 PC0643
 PC0643                         *CURRENT SURVEY CONTROL
 PC0643  ___________________________________________________________________
 PC0643* NAD 83(1986)-  43 05 20.     (N)    122 04 19.     (W)     SCALED    
 PC0643* NAVD 88     -      1765.270  (meters)    5791.56   (feet)  ADJUSTED  
 PC0643  ___________________________________________________________________
 PC0643  GEOID HEIGHT-         -21.56  (meters)                     GEOID03
 PC0643  DYNAMIC HT  -        1764.182 (meters)    5787.99  (feet)  COMP
 PC0643  MODELED GRAV-     979,940.8   (mgal)                       NAVD 88
 PC0643
 PC0643  VERT ORDER  -  FIRST     CLASS II
 PC0643
 PC0643.The horizontal coordinates were scaled from a topographic map and have
 PC0643.an estimated accuracy of +/- 6 seconds.
 PC0643
 PC0643.The orthometric height was determined by differential leveling
 PC0643.and adjusted in June 1991.
 PC0643
 PC0643.The geoid height was determined by GEOID03.
 PC0643
 PC0643.The dynamic height is computed by dividing the NAVD 88
 PC0643.geopotential number by the normal gravity value computed on the
 PC0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0643.degrees latitude (g = 980.6199 gals.).
 PC0643
 PC0643.The modeled gravity was interpolated from observed gravity values.
 PC0643
 PC0643;                    North         East    Units  Estimated Accuracy
 PC0643;SPC OR S     -   159,190.    1,372,030.      MT  (+/- 180 meters Scaled)
 PC0643
 PC0643                          SUPERSEDED SURVEY CONTROL
 PC0643
 PC0643  NGVD 29 (??/??/92) 1763.894  (m)         5787.04   (f) ADJ UNCH    1 2
 PC0643
 PC0643.Superseded values are not recommended for survey control.
 PC0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0643.See file dsdata.txt to determine how the superseded data were derived.
 PC0643
 PC0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN755711(NAD 83)
 PC0643_MARKER: DB = BENCH MARK DISK
 PC0643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0643_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PC0643_STAMPING: C 487 1941
 PC0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0643+STABILITY: SURFACE MOTION
 PC0643
 PC0643  HISTORY     - Date     Condition        Report By
 PC0643  HISTORY     - 1941     MONUMENTED       CGS
 PC0643
 PC0643                          STATION DESCRIPTION
 PC0643
 PC0643'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 PC0643'12.6 MI W FROM DIAMOND-CRATER LAKE JCT.
 PC0643'ALONG STATE HIGHWAY 230, 12.6 MILES WEST OF JUNCTION WITH U. S.
 PC0643'HIGHWAY 97, 0.8 MILE EAST OF CASCADE SUMMIT, AT SURVEY STATION 660 00,
 PC0643'35 FEET SOUTH OF CENTER OF HIGHWAY, WITNESS POST MARKED USBM.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0644 ***********************************************************************
 PC0644  DESIGNATION -  C 487 RESET
 PC0644  PID         -  PC0644
 PC0644  STATE/COUNTY-  OR/KLAMATH
 PC0644  USGS QUAD   -  PUMICE DESERT EAST (1985)
 PC0644
 PC0644                         *CURRENT SURVEY CONTROL
 PC0644  ___________________________________________________________________
 PC0644* NAD 83(1986)-  43 05 20.     (N)    122 04 19.     (W)     SCALED    
 PC0644* NAVD 88     -      1765.75   (meters)    5793.1    (feet)  RESET     
 PC0644  ___________________________________________________________________
 PC0644  GEOID HEIGHT-         -21.56  (meters)                     GEOID03
 PC0644  VERT ORDER  -  THIRD
 PC0644
 PC0644.The horizontal coordinates were scaled from a topographic map and have
 PC0644.an estimated accuracy of +/- 6 seconds.
 PC0644
 PC0644.The orthometric height was computed from unverified reset data.
 PC0644
 PC0644.The geoid height was determined by GEOID03.
 PC0644
 PC0644;                    North         East    Units  Estimated Accuracy
 PC0644;SPC OR S     -   159,190.    1,372,030.      MT  (+/- 180 meters Scaled)
 PC0644
 PC0644                          SUPERSEDED SURVEY CONTROL
 PC0644
 PC0644.No superseded survey control is available for this station.
 PC0644
 PC0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN755711(NAD 83)
 PC0644_MARKER: DB = BENCH MARK DISK
 PC0644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0644_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PC0644_STAMPING: C 487 RESET 1961
 PC0644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0644+STABILITY: SURFACE MOTION
 PC0644
 PC0644  HISTORY     - Date     Condition        Report By
 PC0644  HISTORY     - 1961     MONUMENTED       CGS
 PC0644
 PC0644                          STATION DESCRIPTION
 PC0644
 PC0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 PC0644'4.0 MI S FROM BEAVER MARSH.
 PC0644'FROM THE TOWN OF BEAVER MARSH GO SOUTH ON U.S. HIGHWAY 97 FOR ABOUT 4
 PC0644'MILES TO THE JUNCTION WITH STATE HIGHWAY 230, TURN RIGHT, GO WEST, FOR
 PC0644'12.6 MILES, ABOUT 0.1 MILE WEST OF A ROAD ON THE LEFT LEADING TO THE
 PC0644'NORTH TO A GRAVEL PIT, 78 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 PC0644'NEAR HIGHWAY SURVEY STATION 660X00, 37 FEET SOUTH OF THE LOCATION OF
 PC0644'THE ORIGINAL MARK, 1 FOOT EAST OF A METAL WITNESS POST, AND SET IN THE
 PC0644'TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0786 ***********************************************************************
 RA0786  DESIGNATION -  C 488
 RA0786  PID         -  RA0786
 RA0786  STATE/COUNTY-  OR/UNION
 RA0786  USGS QUAD   -  TELOCASET (1993)
 RA0786
 RA0786                         *CURRENT SURVEY CONTROL
 RA0786  ___________________________________________________________________
 RA0786* NAD 83(1986)-  45 07 13.     (N)    117 50 29.     (W)     SCALED    
 RA0786* NAVD 88     -      1022.172  (meters)    3353.58   (feet)  ADJUSTED  
 RA0786  ___________________________________________________________________
 RA0786  GEOID HEIGHT-         -17.10  (meters)                     GEOID03
 RA0786  DYNAMIC HT  -        1021.882 (meters)    3352.62  (feet)  COMP
 RA0786  MODELED GRAV-     980,297.8   (mgal)                       NAVD 88
 RA0786
 RA0786  VERT ORDER  -  FIRST     CLASS II
 RA0786
 RA0786.The horizontal coordinates were scaled from a topographic map and have
 RA0786.an estimated accuracy of +/- 6 seconds.
 RA0786
 RA0786.The orthometric height was determined by differential leveling
 RA0786.and adjusted in June 1991.
 RA0786
 RA0786.The geoid height was determined by GEOID03.
 RA0786
 RA0786.The dynamic height is computed by dividing the NAVD 88
 RA0786.geopotential number by the normal gravity value computed on the
 RA0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0786.degrees latitude (g = 980.6199 gals.).
 RA0786
 RA0786.The modeled gravity was interpolated from observed gravity values.
 RA0786
 RA0786;                    North         East    Units  Estimated Accuracy
 RA0786;SPC OR N     -   164,970.    2,709,120.      MT  (+/- 180 meters Scaled)
 RA0786
 RA0786                          SUPERSEDED SURVEY CONTROL
 RA0786
 RA0786  NGVD 29 (??/??/92) 1021.050  (m)         3349.89   (f) ADJ UNCH    1 2
 RA0786
 RA0786.Superseded values are not recommended for survey control.
 RA0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0786.See file dsdata.txt to determine how the superseded data were derived.
 RA0786
 RA0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK338966(NAD 83)
 RA0786_MARKER: DB = BENCH MARK DISK
 RA0786_SETTING: 80 = SET IN A BOULDER
 RA0786_SP_SET: BOULDER
 RA0786_STAMPING: C 488 1941
 RA0786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0786+STABILITY: SURFACE MOTION
 RA0786
 RA0786  HISTORY     - Date     Condition        Report By
 RA0786  HISTORY     - 1941     MONUMENTED       CGS
 RA0786  HISTORY     - 1964     MARK NOT FOUND   NGS
 RA0786  HISTORY     - 19920901 MARK NOT FOUND   USGS-R
 RA0786
 RA0786                          STATION DESCRIPTION
 RA0786
 RA0786'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 RA0786'1.5 MI NW FROM TELOCASET.
 RA0786'ABOUT 1.5 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM
 RA0786'TELOCASET, UNION COUNTY, ABOUT 154 FEET SOUTHEAST OF SEMAPHORE 3111,
 RA0786'ABOUT 22 FEET NORTHWEST OF MILEPOST 311, ABOUT 12 FEET SOUTHWEST OF
 RA0786'THE CENTER LINE OF THE TRACK, IN THE TOP OF A BOULDER, AND ABOUT 2
 RA0786'FEET HIGHER THAN THE GROUND.  A STANDARD DISK, STAMPED C 488 1941.
 RA0786
 RA0786                          STATION RECOVERY (1964)
 RA0786
 RA0786'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 RA0786'MARK NOT FOUND.
 RA0786
 RA0786                          STATION RECOVERY (1992)
 RA0786
 RA0786'RECOVERY NOTE BY USGS ROCKY MOUNTAIN MAPPING CENTER 1992 (NM)
 RA0786'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0929 ***********************************************************************
 QB0929  DESIGNATION -  C 489
 QB0929  PID         -  QB0929
 QB0929  STATE/COUNTY-  OR/BAKER
 QB0929  USGS QUAD   -  OXMAN (1994)
 QB0929
 QB0929                         *CURRENT SURVEY CONTROL
 QB0929  ___________________________________________________________________
 QB0929* NAD 83(1986)-  44 39 30.     (N)    117 35 53.     (W)     SCALED    
 QB0929* NAVD 88     -      1069.634  (meters)    3509.29   (feet)  ADJUSTED  
 QB0929  ___________________________________________________________________
 QB0929  GEOID HEIGHT-         -16.91  (meters)                     GEOID03
 QB0929  DYNAMIC HT  -        1069.263 (meters)    3508.07  (feet)  COMP
 QB0929  MODELED GRAV-     980,233.7   (mgal)                       NAVD 88
 QB0929
 QB0929  VERT ORDER  -  FIRST     CLASS II
 QB0929
 QB0929.The horizontal coordinates were scaled from a topographic map and have
 QB0929.an estimated accuracy of +/- 6 seconds.
 QB0929
 QB0929.The orthometric height was determined by differential leveling
 QB0929.and adjusted in June 1991.
 QB0929
 QB0929.The geoid height was determined by GEOID03.
 QB0929
 QB0929.The dynamic height is computed by dividing the NAVD 88
 QB0929.geopotential number by the normal gravity value computed on the
 QB0929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0929.degrees latitude (g = 980.6199 gals.).
 QB0929
 QB0929.The modeled gravity was interpolated from observed gravity values.
 QB0929
 QB0929;                    North         East    Units  Estimated Accuracy
 QB0929;SPC OR N     -   114,330.    2,730,100.      MT  (+/- 180 meters Scaled)
 QB0929
 QB0929                          SUPERSEDED SURVEY CONTROL
 QB0929
 QB0929  NGVD 29 (??/??/92) 1068.480  (m)         3505.50   (f) ADJ UNCH    1 2
 QB0929
 QB0929.Superseded values are not recommended for survey control.
 QB0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0929.See file dsdata.txt to determine how the superseded data were derived.
 QB0929
 QB0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK525451(NAD 83)
 QB0929_MARKER: DB = BENCH MARK DISK
 QB0929_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QB0929_SP_SET: CULVERT
 QB0929_STAMPING: C 489 1941
 QB0929_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB0929
 QB0929  HISTORY     - Date     Condition        Report By
 QB0929  HISTORY     - 1941     MONUMENTED       CGS
 QB0929  HISTORY     - 1967     MARK NOT FOUND   USGS
 QB0929
 QB0929                          STATION DESCRIPTION
 QB0929
 QB0929'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 QB0929'1.9 MI SE FROM PLEASANT VALLEY.
 QB0929'ABOUT 1.9 MILES SOUTHEAST ALONG THE OREGON TRAIL (U.S. 30) FROM
 QB0929'PLEASANT VALLEY, BAKER COUNTY, NEAR MILEAGE 352 AT THE NORTHEAST END
 QB0929'OF A CULVERT, AND IN THE TOP OF THE EAST WING WALL.  A STANDARD DISK,
 QB0929'STAMPED C 489 1941.
 QB0929
 QB0929                          STATION RECOVERY (1967)
 QB0929
 QB0929'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 QB0929'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1043 ***********************************************************************
 RD1043  DESIGNATION -  C 49
 RD1043  PID         -  RD1043
 RD1043  STATE/COUNTY-  OR/TILLAMOOK
 RD1043  USGS QUAD   -  BEAVER (1985)
 RD1043
 RD1043                         *CURRENT SURVEY CONTROL
 RD1043  ___________________________________________________________________
 RD1043* NAD 83(1986)-  45 17 11.     (N)    123 49 21.     (W)     SCALED    
 RD1043* NAVD 88     -        35.916  (meters)     117.83   (feet)  ADJUSTED  
 RD1043  ___________________________________________________________________
 RD1043  GEOID HEIGHT-         -22.08  (meters)                     GEOID03
 RD1043  DYNAMIC HT  -          35.918 (meters)     117.84  (feet)  COMP
 RD1043  MODELED GRAV-     980,667.5   (mgal)                       NAVD 88
 RD1043
 RD1043  VERT ORDER  -  FIRST     CLASS II
 RD1043
 RD1043.The horizontal coordinates were scaled from a topographic map and have
 RD1043.an estimated accuracy of +/- 6 seconds.
 RD1043
 RD1043.The orthometric height was determined by differential leveling
 RD1043.and adjusted in June 1991.
 RD1043.WARNING-Repeat measurements at this control monument indicate possible
 RD1043.vertical movement.
 RD1043
 RD1043.The geoid height was determined by GEOID03.
 RD1043
 RD1043.The dynamic height is computed by dividing the NAVD 88
 RD1043.geopotential number by the normal gravity value computed on the
 RD1043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1043.degrees latitude (g = 980.6199 gals.).
 RD1043
 RD1043.The modeled gravity was interpolated from observed gravity values.
 RD1043
 RD1043;                    North         East    Units  Estimated Accuracy
 RD1043;SPC OR N     -   185,340.    2,239,440.      MT  (+/- 180 meters Scaled)
 RD1043
 RD1043                          SUPERSEDED SURVEY CONTROL
 RD1043
 RD1043  NGVD 29 (??/??/92)   34.864  (m)          114.38   (f) ADJ UNCH    1 2
 RD1043
 RD1043.Superseded values are not recommended for survey control.
 RD1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1043.See file dsdata.txt to determine how the superseded data were derived.
 RD1043
 RD1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR354150(NAD 83)
 RD1043_MARKER: DD = SURVEY DISK
 RD1043_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RD1043_SP_SET: BRIDGE CURB
 RD1043_STAMPING: C 49 1930
 RD1043_MARK LOGO: ORHD  
 RD1043_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD1043
 RD1043  HISTORY     - Date     Condition        Report By
 RD1043  HISTORY     - 1930     MONUMENTED       ORHD
 RD1043  HISTORY     - 1964     GOOD             NGS
 RD1043  HISTORY     - 1987     GOOD             NGS
 RD1043  HISTORY     - 1989     GOOD             USPSQD
 RD1043  HISTORY     - 1990     GOOD             USPSQD
 RD1043
 RD1043                          STATION DESCRIPTION
 RD1043
 RD1043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 RD1043'0.7 MI N FROM BEAVER.
 RD1043'0.7 MILE NORTH ALONG U.S. HIGHWAY 101 FROM THE BEAVER POST OFFICE, IN
 RD1043'THE TOP OF THE CURB OF THE BRIDGE OVER BEAVER CREEK, 12 FEET WEST OF
 RD1043'THE CENTER OF THE HIGHWAY AND 4 FEET SOUTH OF THE NORTHWEST CORNER OF
 RD1043'THE BRIDGE.
 RD1043
 RD1043                          STATION RECOVERY (1987)
 RD1043
 RD1043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD1043'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  22.7 KM
 RD1043'(14.10 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM ITS JUNCTION WITH
 RD1043'STATE HIGHWAY 6 IN TILLAMOOK, IN TOP OF THE NORTH END OF THE WEST
 RD1043'CURB OF A BRIDGE SPANNING BEAVER CREEK, 2.6 M (8.5 FT) WEST OF THE
 RD1043'CENTERLINE OF THE HIGHWAY, 2.2 M (7.2 FT) SOUTHEAST OF THE NORTHWEST
 RD1043'END OF THE CURB, AND 0.1 M (0.3 FT) EAST OF THE WEST GUARDRAIL.
 RD1043'THE MARK IS 0.2 M ABOVE THE HIGHWAY.
 RD1043
 RD1043                          STATION RECOVERY (1989)
 RD1043
 RD1043'RECOVERY NOTE BY US POWER SQUADRON 1989 (RCC)
 RD1043'RECOVERED IN GOOD CONDITION.
 RD1043
 RD1043                          STATION RECOVERY (1990)
 RD1043
 RD1043'RECOVERY NOTE BY US POWER SQUADRON 1990 (KRN)
 RD1043'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0661 ***********************************************************************
 QB0661  DESIGNATION -  C 490
 QB0661  PID         -  QB0661
 QB0661  STATE/COUNTY-  OR/BAKER
 QB0661  USGS QUAD   -  LIME (1988)
 QB0661
 QB0661                         *CURRENT SURVEY CONTROL
 QB0661  ___________________________________________________________________
 QB0661* NAD 83(1986)-  44 27 43.     (N)    117 20 11.     (W)     SCALED    
 QB0661* NAVD 88     -       705.714  (meters)    2315.33   (feet)  ADJUSTED  
 QB0661  ___________________________________________________________________
 QB0661  GEOID HEIGHT-         -16.95  (meters)                     GEOID03
 QB0661  DYNAMIC HT  -         705.510 (meters)    2314.66  (feet)  COMP
 QB0661  MODELED GRAV-     980,306.4   (mgal)                       NAVD 88
 QB0661
 QB0661  VERT ORDER  -  FIRST     CLASS II
 QB0661
 QB0661.The horizontal coordinates were scaled from a topographic map and have
 QB0661.an estimated accuracy of +/- 6 seconds.
 QB0661
 QB0661.The orthometric height was determined by differential leveling
 QB0661.and adjusted in June 1991.
 QB0661
 QB0661.The geoid height was determined by GEOID03.
 QB0661
 QB0661.The dynamic height is computed by dividing the NAVD 88
 QB0661.geopotential number by the normal gravity value computed on the
 QB0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0661.degrees latitude (g = 980.6199 gals.).
 QB0661
 QB0661.The modeled gravity was interpolated from observed gravity values.
 QB0661
 QB0661;                    North         East    Units  Estimated Accuracy
 QB0661;SPC OR N     -    93,300.    2,751,690.      MT  (+/- 180 meters Scaled)
 QB0661
 QB0661                          SUPERSEDED SURVEY CONTROL
 QB0661
 QB0661  NGVD 29 (??/??/92)  704.685  (m)         2311.95   (f) ADJ UNCH    1 2
 QB0661
 QB0661.Superseded values are not recommended for survey control.
 QB0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0661.See file dsdata.txt to determine how the superseded data were derived.
 QB0661
 QB0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK732232(NAD 83)
 QB0661_MARKER: DB = BENCH MARK DISK
 QB0661_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QB0661_SP_SET: ABUTMENT
 QB0661_STAMPING: C 490 1941
 QB0661_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QB0661_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QB0661+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2003
 QB0661
 QB0661  HISTORY     - Date     Condition        Report By
 QB0661  HISTORY     - 1941     MONUMENTED       CGS
 QB0661  HISTORY     - 20031218 GOOD             ORDT
 QB0661
 QB0661                          STATION DESCRIPTION
 QB0661
 QB0661'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 QB0661'3.1 MI SE FROM WEATHERBY.
 QB0661'ABOUT 3.1 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM
 QB0661'WEATHERBY, BAKER COUNTY, AT BRIDGE 380.44, AND IN THE TOP OF THE
 QB0661'SOUTHWEST END OF THE NORTHWEST ABUTMENT.  A STANDARD DISK, STAMPED C
 QB0661'490 1941.
 QB0661
 QB0661                          STATION RECOVERY (2003)
 QB0661
 QB0661'RECOVERY NOTE BY OREGON DEPARTMENT OF TRANSPORTATION 2003 (MAS)
 QB0661'MARK IS 1/3 COVERED BY A RAILROAD TIE
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0900 ***********************************************************************
 RC0900  DESIGNATION -  C 491
 RC0900  PID         -  RC0900
 RC0900  STATE/COUNTY-  OR/WASCO
 RC0900  USGS QUAD   -  STACKER BUTTE (1994)
 RC0900
 RC0900                         *CURRENT SURVEY CONTROL
 RC0900  ___________________________________________________________________
 RC0900* NAD 83(1986)-  45 37 53.     (N)    121 06 01.     (W)     SCALED    
 RC0900* NAVD 88     -        50.709  (meters)     166.37   (feet)  ADJUSTED  
 RC0900  ___________________________________________________________________
 RC0900  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 RC0900  DYNAMIC HT  -          50.708 (meters)     166.36  (feet)  COMP
 RC0900  MODELED GRAV-     980,603.8   (mgal)                       NAVD 88
 RC0900
 RC0900  VERT ORDER  -  FIRST     CLASS II
 RC0900
 RC0900.The horizontal coordinates were scaled from a topographic map and have
 RC0900.an estimated accuracy of +/- 6 seconds.
 RC0900
 RC0900.The orthometric height was determined by differential leveling
 RC0900.and adjusted in June 1991.
 RC0900
 RC0900.The geoid height was determined by GEOID03.
 RC0900
 RC0900.The dynamic height is computed by dividing the NAVD 88
 RC0900.geopotential number by the normal gravity value computed on the
 RC0900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0900.degrees latitude (g = 980.6199 gals.).
 RC0900
 RC0900.The modeled gravity was interpolated from observed gravity values.
 RC0900
 RC0900;                    North         East    Units  Estimated Accuracy
 RC0900;SPC OR N     -   218,500.    2,453,200.      MT  (+/- 180 meters Scaled)
 RC0900
 RC0900                          SUPERSEDED SURVEY CONTROL
 RC0900
 RC0900  NGVD 29 (??/??/92)   49.707  (m)          163.08   (f) ADJ UNCH    1 2
 RC0900
 RC0900.Superseded values are not recommended for survey control.
 RC0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0900.See file dsdata.txt to determine how the superseded data were derived.
 RC0900
 RC0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR480548(NAD 83)
 RC0900_MARKER: DB = BENCH MARK DISK
 RC0900_SETTING: 80 = SET IN A BOULDER
 RC0900_SP_SET: BOULDER
 RC0900_STAMPING: C 491 1941
 RC0900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0900+STABILITY: SURFACE MOTION
 RC0900
 RC0900  HISTORY     - Date     Condition        Report By
 RC0900  HISTORY     - 1941     MONUMENTED       CGS
 RC0900
 RC0900                          STATION DESCRIPTION
 RC0900
 RC0900'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 RC0900'5.0 MI E FROM THE DALLES.
 RC0900'5 MILES EAST ON U.P. RR 1 MILE EAST OF BIG EDDY, 30 FEET SOUTH OF
 RC0900'SOUTH TRACK, 132 FEET SOUTHEAST OF SEMAPHORE NUMBER 89.7, 11 FEET
 RC0900'NORTH OF FFENCE CORNER, 3 FEET ABOVE GROUND IN THE TOP OF A LARGE
 RC0900'BOULDER TO WHICH FENCE IS ANCHORED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0174 ***********************************************************************
 OA0174  DESIGNATION -  C 494
 OA0174  PID         -  OA0174
 OA0174  STATE/COUNTY-  OR/CURRY
 OA0174  USGS QUAD   -  MOUNT EMILY (1989)
 OA0174
 OA0174                         *CURRENT SURVEY CONTROL
 OA0174  ___________________________________________________________________
 OA0174* NAD 83(1986)-  42 03 53.     (N)    124 13 40.     (W)     SCALED    
 OA0174* NAVD 88     -        10.906  (meters)      35.78   (feet)  POSTED    
 OA0174  ___________________________________________________________________
 OA0174  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 OA0174  DYNAMIC HT  -          10.900 (meters)      35.76  (feet)  COMP
 OA0174  MODELED GRAV-     980,316.9   (mgal)                       NAVD 88
 OA0174
 OA0174  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 OA0174
 OA0174.The horizontal coordinates were scaled from a topographic map and have
 OA0174.an estimated accuracy of +/- 6 seconds.
 OA0174
 OA0174.The orthometric height was determined by differential leveling
 OA0174.and adjusted by the  in 1992.
 OA0174.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 OA0174.was located on a no-check spur therefore a value was not computed.
 OA0174.No vertical observational check was made to the station.
 OA0174
 OA0174.The geoid height was determined by GEOID03.
 OA0174
 OA0174.The dynamic height is computed by dividing the NAVD 88
 OA0174.geopotential number by the normal gravity value computed on the
 OA0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0174.degrees latitude (g = 980.6199 gals.).
 OA0174
 OA0174.The modeled gravity was interpolated from observed gravity values.
 OA0174
 OA0174;                    North         East    Units  Estimated Accuracy
 OA0174;SPC OR S     -    51,090.    1,191,540.      MT  (+/- 180 meters Scaled)
 OA0174
 OA0174                          SUPERSEDED SURVEY CONTROL
 OA0174
 OA0174  NGVD 29 (??/??/92)    9.828  (m)           32.24   (f) ADJ UNCH    2 0
 OA0174
 OA0174.Superseded values are not recommended for survey control.
 OA0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0174.See file dsdata.txt to determine how the superseded data were derived.
 OA0174
 OA0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCM984576(NAD 83)
 OA0174_MARKER: DB = BENCH MARK DISK
 OA0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OA0174_STAMPING: C 494 1942
 OA0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0174+STABILITY: SURFACE MOTION
 OA0174
 OA0174  HISTORY     - Date     Condition        Report By
 OA0174  HISTORY     - 1942     MONUMENTED       CGS
 OA0174  HISTORY     - 1964     MARK NOT FOUND   NGS
 OA0174  HISTORY     - 19850822 MARK NOT FOUND   USGS
 OA0174
 OA0174                          STATION DESCRIPTION
 OA0174
 OA0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OA0174'4.15 MI E FROM BROOKINGS.
 OA0174'MARK IS LOCATED 4.15 MILES EAST OF BROOKINGS ALONG THE NORTH BANK
 OA0174'ROAD, 20 FEET SOUTH OF CENTERLINE OF ROAD, ON THE OUTSIDE OF A LONG
 OA0174'CURVE, 4 FEET SOUTHWEST OF MILE POST NO. 4.  NOTE-- U.S.B.M. WITNESS
 OA0174'POST IS SET NEAR MARK.
 OA0174
 OA0174                          STATION RECOVERY (1964)
 OA0174
 OA0174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 OA0174'MARK NOT FOUND.
 OA0174
 OA0174                          STATION RECOVERY (1985)
 OA0174
 OA0174'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (STB)
 OA0174'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0266 ***********************************************************************
 OA0266  DESIGNATION -  C 495
 OA0266  PID         -  OA0266
 OA0266  STATE/COUNTY-  OR/CURRY
 OA0266  USGS QUAD   -  SUNDOWN MTN (1986)
 OA0266
 OA0266                         *CURRENT SURVEY CONTROL
 OA0266  ___________________________________________________________________
 OA0266* NAD 83(1986)-  42 16 30.     (N)    124 22 20.     (W)     SCALED    
 OA0266* NAVD 88     -        11.882  (meters)      38.98   (feet)  POSTED    
 OA0266  ___________________________________________________________________
 OA0266  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 OA0266  DYNAMIC HT  -          11.880 (meters)      38.98  (feet)  COMP
 OA0266  MODELED GRAV-     980,318.7   (mgal)                       NAVD 88
 OA0266
 OA0266  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 OA0266
 OA0266.The horizontal coordinates were scaled from a topographic map and have
 OA0266.an estimated accuracy of +/- 6 seconds.
 OA0266
 OA0266.The orthometric height was determined by differential leveling
 OA0266.and adjusted by the  in 1992.
 OA0266.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 OA0266.was located on a no-check spur therefore a value was not computed.
 OA0266.No vertical observational check was made to the station.
 OA0266
 OA0266.The geoid height was determined by GEOID03.
 OA0266
 OA0266.The dynamic height is computed by dividing the NAVD 88
 OA0266.geopotential number by the normal gravity value computed on the
 OA0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0266.degrees latitude (g = 980.6199 gals.).
 OA0266
 OA0266.The modeled gravity was interpolated from observed gravity values.
 OA0266
 OA0266;                    North         East    Units  Estimated Accuracy
 OA0266;SPC OR S     -    74,960.    1,180,680.      MT  (+/- 180 meters Scaled)
 OA0266
 OA0266                          SUPERSEDED SURVEY CONTROL
 OA0266
 OA0266  NGVD 29 (??/??/92)   10.781  (m)           35.37   (f) ADJ UNCH    2 0
 OA0266
 OA0266.Superseded values are not recommended for survey control.
 OA0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0266.See file dsdata.txt to determine how the superseded data were derived.
 OA0266
 OA0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCM868812(NAD 83)
 OA0266_MARKER: DB = BENCH MARK DISK
 OA0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA0266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OA0266_STAMPING: C 495 1942
 OA0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0266+STABILITY: SURFACE MOTION
 OA0266
 OA0266  HISTORY     - Date     Condition        Report By
 OA0266  HISTORY     - 1942     MONUMENTED       CGS
 OA0266  HISTORY     - 1964     MARK NOT FOUND   NGS
 OA0266  HISTORY     - 1982     MARK NOT FOUND   USGS
 OA0266
 OA0266                          STATION DESCRIPTION
 OA0266
 OA0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OA0266'1.9 MI E FROM PISTOL RIVER.
 OA0266'1.9 MILES EAST OF PISTOL RIVER, 0.1 MILE SOUTHWEST OF MILE POST 2, 27
 OA0266'FEET SOUTHEAST OF ROAD CENTER, 2 FEET BELOW ROAD LEVEL.  NOTE--
 OA0266'WITNESS POST SET NEARBY.
 OA0266
 OA0266                          STATION RECOVERY (1964)
 OA0266
 OA0266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 OA0266'MARK NOT FOUND.
 OA0266
 OA0266                          STATION RECOVERY (1982)
 OA0266
 OA0266'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 OA0266'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0564 ***********************************************************************
 QC0564  DESIGNATION -  C 497
 QC0564  PID         -  QC0564
 QC0564  STATE/COUNTY-  OR/WHEELER
 QC0564  USGS QUAD   -  FROG HOLLOW (1990)
 QC0564
 QC0564                         *CURRENT SURVEY CONTROL
 QC0564  ___________________________________________________________________
 QC0564* NAD 83(1986)-  44 30 13.     (N)    119 56 04.     (W)     SCALED    
 QC0564* NAVD 88     -      1251.281  (meters)    4105.24   (feet)  ADJUSTED  
 QC0564  ___________________________________________________________________
 QC0564  GEOID HEIGHT-         -19.10  (meters)                     GEOID03
 QC0564  DYNAMIC HT  -        1250.797 (meters)    4103.66  (feet)  COMP
 QC0564  MODELED GRAV-     980,187.8   (mgal)                       NAVD 88
 QC0564
 QC0564  VERT ORDER  -  SECOND    CLASS 0
 QC0564
 QC0564.The horizontal coordinates were scaled from a topographic map and have
 QC0564.an estimated accuracy of +/- 6 seconds.
 QC0564
 QC0564.The orthometric height was determined by differential leveling
 QC0564.and adjusted in June 1991.
 QC0564
 QC0564.The geoid height was determined by GEOID03.
 QC0564
 QC0564.The dynamic height is computed by dividing the NAVD 88
 QC0564.geopotential number by the normal gravity value computed on the
 QC0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0564.degrees latitude (g = 980.6199 gals.).
 QC0564
 QC0564.The modeled gravity was interpolated from observed gravity values.
 QC0564
 QC0564;                    North         East    Units  Estimated Accuracy
 QC0564;SPC OR N     -    93,160.    2,544,970.      MT  (+/- 180 meters Scaled)
 QC0564
 QC0564                          SUPERSEDED SURVEY CONTROL
 QC0564
 QC0564  NGVD 29 (??/??/92) 1250.038  (m)         4101.17   (f) ADJ UNCH    2 0
 QC0564
 QC0564.Superseded values are not recommended for survey control.
 QC0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0564.See file dsdata.txt to determine how the superseded data were derived.
 QC0564
 QC0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKK667319(NAD 83)
 QC0564_MARKER: DB = BENCH MARK DISK
 QC0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0564_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QC0564_STAMPING: C 497 1949
 QC0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0564+STABILITY: SURFACE MOTION
 QC0564
 QC0564  HISTORY     - Date     Condition        Report By
 QC0564  HISTORY     - 1949     MONUMENTED       CGS
 QC0564
 QC0564                          STATION DESCRIPTION
 QC0564
 QC0564'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 QC0564'6.7 MI N FROM DERR G S.
 QC0564'6.7 MILES NORTH ALONG A FOREST SERVICE ROAD FROM DERR GUARD STATION,
 QC0564'68 FEET SOUTH OF A FENCE CORNER, 25 FEET EAST OF THE CENTER LINE OF
 QC0564'THE ROAD, 2.1 FEET NORTHWEST OF A WITNESS POST, 1.9 FEET WEST OF A
 QC0564'FENCE, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 QC0564'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0207 ***********************************************************************
 QD0207  DESIGNATION -  C 498
 QD0207  PID         -  QD0207
 QD0207  STATE/COUNTY-  OR/CROOK
 QD0207  USGS QUAD   -  WILLIAMS PRAIRIE (1992)
 QD0207
 QD0207                         *CURRENT SURVEY CONTROL
 QD0207  ___________________________________________________________________
 QD0207* NAD 83(1986)-  44 21 51.     (N)    120 07 52.     (W)     SCALED    
 QD0207* NAVD 88     -      1458.303  (meters)    4784.45   (feet)  ADJUSTED  
 QD0207  ___________________________________________________________________
 QD0207  GEOID HEIGHT-         -19.09  (meters)                     GEOID03
 QD0207  DYNAMIC HT  -        1457.690 (meters)    4782.44  (feet)  COMP
 QD0207  MODELED GRAV-     980,145.6   (mgal)                       NAVD 88
 QD0207
 QD0207  VERT ORDER  -  SECOND    CLASS 0
 QD0207
 QD0207.The horizontal coordinates were scaled from a topographic map and have
 QD0207.an estimated accuracy of +/- 6 seconds.
 QD0207
 QD0207.The orthometric height was determined by differential leveling
 QD0207.and adjusted in June 1991.
 QD0207
 QD0207.The geoid height was determined by GEOID03.
 QD0207
 QD0207.The dynamic height is computed by dividing the NAVD 88
 QD0207.geopotential number by the normal gravity value computed on the
 QD0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0207.degrees latitude (g = 980.6199 gals.).
 QD0207
 QD0207.The modeled gravity was interpolated from observed gravity values.
 QD0207
 QD0207;                    North         East    Units  Estimated Accuracy
 QD0207;SPC OR S     -   299,740.    1,529,410.      MT  (+/- 180 meters Scaled)
 QD0207
 QD0207                          SUPERSEDED SURVEY CONTROL
 QD0207
 QD0207  NGVD 29 (??/??/92) 1457.060  (m)         4780.37   (f) ADJ UNCH    2 0
 QD0207
 QD0207.Superseded values are not recommended for survey control.
 QD0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0207.See file dsdata.txt to determine how the superseded data were derived.
 QD0207
 QD0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGQ286163(NAD 83)
 QD0207_MARKER: DB = BENCH MARK DISK
 QD0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD0207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QD0207_STAMPING: C 498 1949
 QD0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0207+STABILITY: SURFACE MOTION
 QD0207
 QD0207  HISTORY     - Date     Condition        Report By
 QD0207  HISTORY     - 1949     MONUMENTED       CGS
 QD0207
 QD0207                          STATION DESCRIPTION
 QD0207
 QD0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 QD0207'0.5 MI NE FROM COLD SPRINGS G S.
 QD0207'0.5 MILE NORTHEAST ALONG A FOREST SERVICE ROAD FROM COLD SPRINGS GUARD
 QD0207'STATION, 0.4 MILE NORTHEAST OF A T JUNCTION, AT A LONG CURVE, 69 1/2
 QD0207'FEET SOUTH OF AN 18-INCH PINE TREE SUPPORTING A TELEPHONE LINE, 54
 QD0207'FEET WEST OF THE CENTER LINE OF THE ROAD, 1.8 FEET SOUTH OF A WITNESS
 QD0207'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 QD0207'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0415 ***********************************************************************
 NZ0415  DESIGNATION -  C 499
 NZ0415  PID         -  NZ0415
 NZ0415  STATE/COUNTY-  OR/DOUGLAS
 NZ0415  USGS QUAD   -  CANYONVILLE (1986)
 NZ0415
 NZ0415                         *CURRENT SURVEY CONTROL
 NZ0415  ___________________________________________________________________
 NZ0415* NAD 83(1986)-  42 59 06.     (N)    123 20 48.     (W)     SCALED    
 NZ0415* NAVD 88     -       206.222  (meters)     676.58   (feet)  ADJUSTED  
 NZ0415  ___________________________________________________________________
 NZ0415  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 NZ0415  DYNAMIC HT  -         206.162 (meters)     676.38  (feet)  COMP
 NZ0415  MODELED GRAV-     980,328.9   (mgal)                       NAVD 88
 NZ0415
 NZ0415  VERT ORDER  -  FIRST     CLASS II
 NZ0415
 NZ0415.The horizontal coordinates were scaled from a topographic map and have
 NZ0415.an estimated accuracy of +/- 6 seconds.
 NZ0415
 NZ0415.The orthometric height was determined by differential leveling
 NZ0415.and adjusted in June 1991.
 NZ0415.WARNING-Repeat measurements at this control monument indicate possible
 NZ0415.vertical movement.
 NZ0415
 NZ0415.The geoid height was determined by GEOID03.
 NZ0415
 NZ0415.The dynamic height is computed by dividing the NAVD 88
 NZ0415.geopotential number by the normal gravity value computed on the
 NZ0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0415.degrees latitude (g = 980.6199 gals.).
 NZ0415
 NZ0415.The modeled gravity was interpolated from observed gravity values.
 NZ0415
 NZ0415;                    North         East    Units  Estimated Accuracy
 NZ0415;SPC OR S     -   150,390.    1,267,890.      MT  (+/- 180 meters Scaled)
 NZ0415
 NZ0415                          SUPERSEDED SURVEY CONTROL
 NZ0415
 NZ0415  NGVD 29 (??/??/92)  205.173  (m)          673.14   (f) ADJ UNCH    1 2
 NZ0415
 NZ0415.Superseded values are not recommended for survey control.
 NZ0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0415.See file dsdata.txt to determine how the superseded data were derived.
 NZ0415
 NZ0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN717592(NAD 83)
 NZ0415_MARKER: DB = BENCH MARK DISK
 NZ0415_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NZ0415_SP_SET: HEADWALL
 NZ0415_STAMPING: C 499 1949
 NZ0415_MARK LOGO: CGS   
 NZ0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0415+STABILITY: SURFACE MOTION
 NZ0415
 NZ0415  HISTORY     - Date     Condition        Report By
 NZ0415  HISTORY     - 1949     MONUMENTED       CGS
 NZ0415  HISTORY     - 1968     GOOD             NGS
 NZ0415  HISTORY     - 1987     GOOD             NGS
 NZ0415
 NZ0415                          STATION DESCRIPTION
 NZ0415
 NZ0415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 NZ0415'2.6 MI N FROM RIDDLE.
 NZ0415'2.6 MILES NORTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 NZ0415'STATION AT RIDDLE, AT RAILROAD CULVERT NO. 546.79, IN THE TOP OF THE
 NZ0415'NORTH END OF THE WEST CONCRETE HEADWALL, 150 FEET NORTH OF AN ELECTRIC
 NZ0415'SAFETY DEVICE, 41 FEET SOUTHWEST AND ACROSS THE TRACKS FROM TELEPHONE
 NZ0415'POLE NO. 64, 12 FEET WEST OF THE NEAREST RAIL, 2 FEET SOUTH OF A
 NZ0415'3-INCH IRON PIPE THAT GOES UNDER THE TRACKS, 0.8 FOOT SOUTH OF THE
 NZ0415'NORTH END OF THE HEADWALL AND 2 FEET BELOW THE TRACKS.  THE LETTERS B
 NZ0415'M WERE PAINTED ON THE TOP OF THE HEADWALL WITH YELLOW PAINT.
 NZ0415
 NZ0415                          STATION RECOVERY (1987)
 NZ0415
 NZ0415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 NZ0415'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  4.2 KM
 NZ0415'(2.60 MI) NORTHEASTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 NZ0415'JUNCTION OF MAIN STREET IN RIDDLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1017 ***********************************************************************
 QD1017  DESIGNATION -  C 5
 QD1017  PID         -  QD1017
 QD1017  STATE/COUNTY-  OR/DESCHUTES
 QD1017  USGS QUAD   -  BLACK CRATER (1988)
 QD1017
 QD1017                         *CURRENT SURVEY CONTROL
 QD1017  ___________________________________________________________________
 QD1017* NAD 83(1986)-  44 18 21.     (N)    121 40 05.     (W)     SCALED    
 QD1017* NAVD 88     -      1099.276  (meters)    3606.54   (feet)  POSTED    
 QD1017  ___________________________________________________________________
 QD1017  GEOID HEIGHT-         -21.15  (meters)                     GEOID03
 QD1017  DYNAMIC HT  -        1098.860 (meters)    3605.18  (feet)  COMP
 QD1017  MODELED GRAV-     980,198.4   (mgal)                       NAVD 88
 QD1017
 QD1017  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 QD1017
 QD1017.The horizontal coordinates were scaled from a topographic map and have
 QD1017.an estimated accuracy of +/- 6 seconds.
 QD1017
 QD1017.The orthometric height was determined by differential leveling
 QD1017.and adjusted by the  in 1992.
 QD1017.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 QD1017.rate of 1.1 thru 2.0 mm/km.
 QD1017
 QD1017.The geoid height was determined by GEOID03.
 QD1017
 QD1017.The dynamic height is computed by dividing the NAVD 88
 QD1017.geopotential number by the normal gravity value computed on the
 QD1017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1017.degrees latitude (g = 980.6199 gals.).
 QD1017
 QD1017.The modeled gravity was interpolated from observed gravity values.
 QD1017
 QD1017;                    North         East    Units  Estimated Accuracy
 QD1017;SPC OR S     -   293,840.    1,406,790.      MT  (+/- 180 meters Scaled)
 QD1017
 QD1017                          SUPERSEDED SURVEY CONTROL
 QD1017
 QD1017  NGVD 29 (??/??/92) 1098.082  (m)         3602.62   (f) ADJ UNCH    1 2
 QD1017
 QD1017.Superseded values are not recommended for survey control.
 QD1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1017.See file dsdata.txt to determine how the superseded data were derived.
 QD1017
 QD1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ062067(NAD 83)
 QD1017_MARKER: DD = SURVEY DISK
 QD1017_SETTING: 66 = SET IN ROCK OUTCROP
 QD1017_SP_SET: LAVA ROCK OUTCROP
 QD1017_STAMPING: C 5 26
 QD1017_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QD1017+STABILITY: POSITION/ELEVATION WELL
 QD1017
 QD1017  HISTORY     - Date     Condition        Report By
 QD1017  HISTORY     - UNK      MONUMENTED       BPR
 QD1017  HISTORY     - 1943     GOOD             NGS
 QD1017
 QD1017                          STATION DESCRIPTION
 QD1017
 QD1017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QD1017'6.25 MI W FROM SISTERS.
 QD1017'ABOUT 6.25 MILES WEST ALONG U.S. HIGHWAY 28 FROM THE POST OFFICE AT
 QD1017'SISTERS, DESCHUTES COUNTY, SET IN THE TOP OF A LAVA ROCK OUTCROP, 13.0
 QD1017'FEET EAST OF A 18-INCH PINE, 42.5 FEET NORTH OF THE CENTER LINE OF THE
 QD1017'HIGHWAY, 2.3 FEET NORTHWEST OF A WHITE REFERENCE POST. STAMPING C 5
 QD1017'26.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0424 ***********************************************************************
 NY0424  DESIGNATION -  C 5
 NY0424  PID         -  NY0424
 NY0424  STATE/COUNTY-  OR/KLAMATH
 NY0424  USGS QUAD   -  WORDEN (1986)
 NY0424
 NY0424                         *CURRENT SURVEY CONTROL
 NY0424  ___________________________________________________________________
 NY0424* NAD 83(1986)-  42 04 52.     (N)    121 50 40.     (W)     SCALED    
 NY0424* NAVD 88     -      1248.135  (meters)    4094.92   (feet)  ADJUSTED  
 NY0424  ___________________________________________________________________
 NY0424  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 NY0424  DYNAMIC HT  -        1247.372 (meters)    4092.42  (feet)  COMP
 NY0424  MODELED GRAV-     979,967.7   (mgal)                       NAVD 88
 NY0424
 NY0424  VERT ORDER  -  FIRST     CLASS II
 NY0424
 NY0424.The horizontal coordinates were scaled from a topographic map and have
 NY0424.an estimated accuracy of +/- 6 seconds.
 NY0424
 NY0424.The orthometric height was determined by differential leveling
 NY0424.and adjusted in June 1991.
 NY0424
 NY0424.The geoid height was determined by GEOID03.
 NY0424
 NY0424.The dynamic height is computed by dividing the NAVD 88
 NY0424.geopotential number by the normal gravity value computed on the
 NY0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0424.degrees latitude (g = 980.6199 gals.).
 NY0424
 NY0424.The modeled gravity was interpolated from observed gravity values.
 NY0424
 NY0424;                    North         East    Units  Estimated Accuracy
 NY0424;SPC OR S     -    46,930.    1,388,750.      MT  (+/- 180 meters Scaled)
 NY0424
 NY0424                          SUPERSEDED SURVEY CONTROL
 NY0424
 NY0424  NGVD 29 (??/??/92) 1247.021  (m)         4091.27   (f) ADJ UNCH    1 2
 NY0424
 NY0424.Superseded values are not recommended for survey control.
 NY0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0424.See file dsdata.txt to determine how the superseded data were derived.
 NY0424
 NY0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM955594(NAD 83)
 NY0424_MARKER: DB = BENCH MARK DISK
 NY0424_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NY0424_SP_SET: ABUTMENT
 NY0424_STAMPING: C 5 1919 ELEV 4090.983 FT
 NY0424_MARK LOGO: CGS   
 NY0424_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NY0424_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NY0424+SATELLITE: SATELLITE OBSERVATIONS - May 21, 1988
 NY0424
 NY0424  HISTORY     - Date     Condition        Report By
 NY0424  HISTORY     - 1919     MONUMENTED       CGS
 NY0424  HISTORY     - 1934     GOOD             NGS
 NY0424  HISTORY     - 1952     GOOD             NGS
 NY0424  HISTORY     - 19880521 GOOD             NGS
 NY0424
 NY0424                          STATION DESCRIPTION
 NY0424
 NY0424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NY0424'11.1 MI S FROM KLAMATH FALLS.
 NY0424'11.1 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 NY0424'STATION AT KLAMATH FALLS, 0.4 MILE NORTH OF A ROAD CROSSING, 0.4 MILE
 NY0424'NORTH OF A ROCK LEDGE EXTENDING FROM THE SOUTHEAST END OF A PROMINENT
 NY0424'BARREN HILL, AT BRIDGE 418.59 OVER A CANAL, IN THE TOP OF THE SOUTH
 NY0424'CONCRETE ABUTMENT, 8.5 FEET WEST OF THE EAST END OF THE ABUTMENT, 6.4
 NY0424'FEET EAST OF THE EAST RAIL, AND ABOUT 1 1/2 FEET LOWER THAN THE TRACK.
 NY0424
 NY0424                          STATION RECOVERY (1952)
 NY0424
 NY0424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 NY0424'RECOVERED IN GOOD CONDITION.
 NY0424
 NY0424                          STATION RECOVERY (1988)
 NY0424
 NY0424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 NY0424'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0444 ***********************************************************************
 NZ0444  DESIGNATION -  C 500
 NZ0444  PID         -  NZ0444
 NZ0444  STATE/COUNTY-  OR/DOUGLAS
 NZ0444  USGS QUAD   -  MILO (1986)
 NZ0444
 NZ0444                         *CURRENT SURVEY CONTROL
 NZ0444  ___________________________________________________________________
 NZ0444* NAD 83(1986)-  42 56 17.     (N)    123 07 13.     (W)     SCALED    
 NZ0444* NAVD 88     -       271.847  (meters)     891.88   (feet)  ADJUSTED  
 NZ0444  ___________________________________________________________________
 NZ0444  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 NZ0444  DYNAMIC HT  -         271.763 (meters)     891.61  (feet)  COMP
 NZ0444  MODELED GRAV-     980,305.1   (mgal)                       NAVD 88
 NZ0444
 NZ0444  VERT ORDER  -  SECOND    CLASS 0
 NZ0444
 NZ0444.The horizontal coordinates were scaled from a topographic map and have
 NZ0444.an estimated accuracy of +/- 6 seconds.
 NZ0444
 NZ0444.The orthometric height was determined by differential leveling
 NZ0444.and adjusted in June 1991.
 NZ0444
 NZ0444.The geoid height was determined by GEOID03.
 NZ0444
 NZ0444.The dynamic height is computed by dividing the NAVD 88
 NZ0444.geopotential number by the normal gravity value computed on the
 NZ0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0444.degrees latitude (g = 980.6199 gals.).
 NZ0444
 NZ0444.The modeled gravity was interpolated from observed gravity values.
 NZ0444
 NZ0444;                    North         East    Units  Estimated Accuracy
 NZ0444;SPC OR S     -   144,570.    1,286,180.      MT  (+/- 180 meters Scaled)
 NZ0444
 NZ0444                          SUPERSEDED SURVEY CONTROL
 NZ0444
 NZ0444  NGVD 29 (??/??/92)  270.812  (m)          888.49   (f) ADJ UNCH    2 0
 NZ0444
 NZ0444.Superseded values are not recommended for survey control.
 NZ0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0444.See file dsdata.txt to determine how the superseded data were derived.
 NZ0444
 NZ0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN901539(NAD 83)
 NZ0444_MARKER: DB = BENCH MARK DISK
 NZ0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ0444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NZ0444_STAMPING: C 500 1949
 NZ0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0444+STABILITY: SURFACE MOTION
 NZ0444
 NZ0444  HISTORY     - Date     Condition        Report By
 NZ0444  HISTORY     - 1949     MONUMENTED       CGS
 NZ0444  HISTORY     - 1969     GOOD             NGS
 NZ0444
 NZ0444                          STATION DESCRIPTION
 NZ0444
 NZ0444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 NZ0444'4.1 MI W FROM MILO.
 NZ0444'4.8 MILES EAST ALONG STATE HIGHWAY 227 FROM THE DAYS CREEK POST
 NZ0444'OFFICE, 4.1 MILES WEST ALONG STATE HIGHWAY 227 FROM THE MILO POST
 NZ0444'OFFICE, 0.25 MILE WEST OF MILE POST NO. 16, 100 FEET WEST OF A LITTER
 NZ0444'BARREL, AT A PRIVATE ROAD NORTHWEST, 58 FEET NORTHWEST OF THE CENTER
 NZ0444'LINE OF STATE HIGHWAY 227, 30 FEET NORTHWEST OF RAY HODGSONS MAIL BOX,
 NZ0444'15 FEET SOUTHEAST OF THE SOUTH END OF A METAL GATE, 10 FEET SOUTH OF
 NZ0444'THE CENTER OF THE PRIVATE ROAD AND 1 FOOT EAST OF A METAL WITNESS POST
 NZ0444'SET IN A CYLINDRICAL CONCRETE MONUMENT THAT IS 12-INCHES IN DIAMETER
 NZ0444'AND PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0357 ***********************************************************************
 NZ0357  DESIGNATION -  C 502
 NZ0357  PID         -  NZ0357
 NZ0357  STATE/COUNTY-  OR/DOUGLAS
 NZ0357  USGS QUAD   -  ABBOTT BUTTE (1989)
 NZ0357
 NZ0357                         *CURRENT SURVEY CONTROL
 NZ0357  ___________________________________________________________________
 NZ0357* NAD 83(1986)-  42 54 08.     (N)    122 36 24.     (W)     SCALED    
 NZ0357* NAVD 88     -      1680.209  (meters)    5512.49   (feet)  ADJUSTED  
 NZ0357  ___________________________________________________________________
 NZ0357  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 NZ0357  DYNAMIC HT  -        1679.566 (meters)    5510.38  (feet)  COMP
 NZ0357  MODELED GRAV-     980,173.6   (mgal)                       NAVD 88
 NZ0357
 NZ0357  VERT ORDER  -  SECOND    CLASS 0
 NZ0357
 NZ0357.The horizontal coordinates were scaled from a topographic map and have
 NZ0357.an estimated accuracy of +/- 6 seconds.
 NZ0357
 NZ0357.The orthometric height was determined by differential leveling
 NZ0357.and adjusted in June 1991.
 NZ0357
 NZ0357.The geoid height was determined by GEOID03.
 NZ0357
 NZ0357.The dynamic height is computed by dividing the NAVD 88
 NZ0357.geopotential number by the normal gravity value computed on the
 NZ0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0357.degrees latitude (g = 980.6199 gals.).
 NZ0357
 NZ0357.The modeled gravity was interpolated from observed gravity values.
 NZ0357
 NZ0357;                    North         East    Units  Estimated Accuracy
 NZ0357;SPC OR S     -   139,410.    1,327,980.      MT  (+/- 180 meters Scaled)
 NZ0357
 NZ0357                          SUPERSEDED SURVEY CONTROL
 NZ0357
 NZ0357  NGVD 29 (??/??/92) 1679.185  (m)         5509.13   (f) ADJ UNCH    2 0
 NZ0357
 NZ0357.Superseded values are not recommended for survey control.
 NZ0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0357.See file dsdata.txt to determine how the superseded data were derived.
 NZ0357
 NZ0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN321500(NAD 83)
 NZ0357_MARKER: DB = BENCH MARK DISK
 NZ0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ0357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NZ0357_STAMPING: C 502 1949
 NZ0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0357+STABILITY: SURFACE MOTION
 NZ0357
 NZ0357  HISTORY     - Date     Condition        Report By
 NZ0357  HISTORY     - 1949     MONUMENTED       CGS
 NZ0357  HISTORY     - 1967     GOOD             NGS
 NZ0357  HISTORY     - 19840831 GOOD             USPSQD
 NZ0357
 NZ0357                          STATION DESCRIPTION
 NZ0357
 NZ0357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 NZ0357'1.9 MI SW FROM HUCKLEBERRY GAP.
 NZ0357'1.9 MILES SOUTHWEST ALONG FAWN CAMP ROAD FROM HUCKLEBERRY GAP, 1.0
 NZ0357'MILE NORTHEAST OF HUCKLEBERRY LAKE, 33 FEET NORTHEAST OF THE CENTER OF
 NZ0357'THE ROAD, 0.5 FOOT NORTH OF A METAL WITNESS POST AND 4 FEET ABOVE THE
 NZ0357'LEVEL OF ROAD SET IN A CYLINDRICAL CONCRETE MONUMENT THAT IS 12-INCHES
 NZ0357'IN DIAMETER AND PROJECTS 2 INCHES.
 NZ0357
 NZ0357                          STATION RECOVERY (1984)
 NZ0357
 NZ0357'RECOVERY NOTE BY US POWER SQUADRON 1984 (MHH)
 NZ0357'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0531 ***********************************************************************
 QD0531  DESIGNATION -  C 503
 QD0531  PID         -  QD0531
 QD0531  STATE/COUNTY-  OR/JEFFERSON
 QD0531  USGS QUAD   -  POTTERS PONDS (1963)
 QD0531
 QD0531                         *CURRENT SURVEY CONTROL
 QD0531  ___________________________________________________________________
 QD0531* NAD 83(1986)-  44 49 30.     (N)    121 24 02.     (W)     SCALED    
 QD0531* NAVD 88     -       816.743  (meters)    2679.60   (feet)  ADJUSTED  
 QD0531  ___________________________________________________________________
 QD0531  GEOID HEIGHT-         -21.55  (meters)                     GEOID03
 QD0531  DYNAMIC HT  -         816.532 (meters)    2678.91  (feet)  COMP
 QD0531  MODELED GRAV-     980,331.7   (mgal)                       NAVD 88
 QD0531
 QD0531  VERT ORDER  -  SECOND    CLASS 0
 QD0531
 QD0531.The horizontal coordinates were scaled from a topographic map and have
 QD0531.an estimated accuracy of +/- 6 seconds.
 QD0531
 QD0531.The orthometric height was determined by differential leveling
 QD0531.and adjusted in June 1991.
 QD0531
 QD0531.The geoid height was determined by GEOID03.
 QD0531
 QD0531.The dynamic height is computed by dividing the NAVD 88
 QD0531.geopotential number by the normal gravity value computed on the
 QD0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0531.degrees latitude (g = 980.6199 gals.).
 QD0531
 QD0531.The modeled gravity was interpolated from observed gravity values.
 QD0531
 QD0531;                    North         East    Units  Estimated Accuracy
 QD0531;SPC OR N     -   129,110.    2,428,790.      MT  (+/- 180 meters Scaled)
 QD0531
 QD0531                          SUPERSEDED SURVEY CONTROL
 QD0531
 QD0531  NGVD 29 (??/??/92)  815.648  (m)         2676.01   (f) ADJ UNCH    2 0
 QD0531
 QD0531.Superseded values are not recommended for survey control.
 QD0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0531.See file dsdata.txt to determine how the superseded data were derived.
 QD0531
 QD0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ264647(NAD 83)
 QD0531_MARKER: DB = BENCH MARK DISK
 QD0531_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QD0531_SP_SET: CONCRETE BASE
 QD0531_STAMPING: C 503 1949
 QD0531_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0531
 QD0531  HISTORY     - Date     Condition        Report By
 QD0531  HISTORY     - 1949     MONUMENTED       CGS
 QD0531
 QD0531                          STATION DESCRIPTION
 QD0531
 QD0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 QD0531'8.7 MI NW FROM WARM SPRINGS.
 QD0531'7.1 MILES NORTHWEST ALONG STATE HIGHWAY 52 FROM WARM SPRINGS AGENCY AT
 QD0531'WARM SPRINGS, THENCE 1.6 MILES WEST ALONG THE AGENCY-HEHE-FOREST
 QD0531'BOUNDARY ROAD, ON WARM SPRINGS INDIAN RESERVATION, AT A WINDMILL, IN
 QD0531'THE TOP OF THE NORTHEAST CONCRETE BASE OF THE WATER TANK, 42 FEET
 QD0531'NORTH OF THE CENTER LINE OF THE ROAD, 9.0 FEET WEST OF THE WINDMILL
 QD0531'PUMP SHAFT, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1351 ***********************************************************************
 RC1351  DESIGNATION -  C 504
 RC1351  PID         -  RC1351
 RC1351  STATE/COUNTY-  OR/WASCO
 RC1351  USGS QUAD   -  MOUNT WILSON (1996)
 RC1351
 RC1351                         *CURRENT SURVEY CONTROL
 RC1351  ___________________________________________________________________
 RC1351* NAD 83(1986)-  45 01 59.     (N)    121 40 59.     (W)     SCALED    
 RC1351* NAVD 88     -      1185.166  (meters)    3888.33   (feet)  ADJUSTED  
 RC1351  ___________________________________________________________________
 RC1351  GEOID HEIGHT-         -20.97  (meters)                     GEOID03
 RC1351  DYNAMIC HT  -        1184.833 (meters)    3887.24  (feet)  COMP
 RC1351  MODELED GRAV-     980,294.7   (mgal)                       NAVD 88
 RC1351
 RC1351  VERT ORDER  -  SECOND    CLASS 0
 RC1351
 RC1351.The horizontal coordinates were scaled from a topographic map and have
 RC1351.an estimated accuracy of +/- 6 seconds.
 RC1351
 RC1351.The orthometric height was determined by differential leveling
 RC1351.and adjusted in June 1991.
 RC1351
 RC1351.The geoid height was determined by GEOID03.
 RC1351
 RC1351.The dynamic height is computed by dividing the NAVD 88
 RC1351.geopotential number by the normal gravity value computed on the
 RC1351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1351.degrees latitude (g = 980.6199 gals.).
 RC1351
 RC1351.The modeled gravity was interpolated from observed gravity values.
 RC1351
 RC1351;                    North         East    Units  Estimated Accuracy
 RC1351;SPC OR N     -   152,520.    2,406,790.      MT  (+/- 180 meters Scaled)
 RC1351
 RC1351                          SUPERSEDED SURVEY CONTROL
 RC1351
 RC1351  NGVD 29 (??/??/92) 1184.043  (m)         3884.65   (f) ADJ UNCH    2 0
 RC1351
 RC1351.Superseded values are not recommended for survey control.
 RC1351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1351.See file dsdata.txt to determine how the superseded data were derived.
 RC1351
 RC1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ037874(NAD 83)
 RC1351_MARKER: DB = BENCH MARK DISK
 RC1351_SETTING: 80 = SET IN A BOULDER
 RC1351_SP_SET: BOULDER
 RC1351_STAMPING: C 504 1949
 RC1351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1351+STABILITY: SURFACE MOTION
 RC1351
 RC1351  HISTORY     - Date     Condition        Report By
 RC1351  HISTORY     - 1949     MONUMENTED       CGS
 RC1351  HISTORY     - 1983     GOOD             USGS
 RC1351
 RC1351                          STATION DESCRIPTION
 RC1351
 RC1351'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 RC1351'6.3 MI SE FROM CLACKAMAS R S.
 RC1351'6.3 MILES SOUTHEAST ALONG THE SCHOOLIE PASTURE RANGER STATION ROAD
 RC1351'FROM CLACKAMAS RANGER STATION, ON WARM SPRINGS INDIAN RESERVATION, IN
 RC1351'THE TOP OF A LARGE BOULDER PROJECTING ABOUT 2 FEET ABOVE THE GROUND,
 RC1351'50 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 19 1/2 FEET SOUTH OF A
 RC1351'TRIANGLE-BLAZED 36-INCH FIR TREE SUPPORTING A TELEPHONE LINE, ABOUT 3
 RC1351'FEET HIGHER THAN THE ROAD.
 RC1351
 RC1351                          STATION RECOVERY (1983)
 RC1351
 RC1351'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 RC1351'TO REACH: FROM CLACKAMAS LAKE HISTORIC RANGER STATION, GO SOUTH ON
 RC1351'FOREST SERVICE RD. 42 (SKYLINE RD.) FOR 0.2 MI, AND TURN EAST ON F.S.
 RC1351'RD 4270. FOLLOW THIS ROAD (IT BECOMES ROAD W-200 ON WARM SPRINGS
 RC1351'INDIAN RESERVATION) FOR 6.0 MILES TO THE INTERSECTION WITH RD. W-260.
 RC1351'BM IS IN THE TOP OF A LARGE BOULDER 50 FT. SOUTH OF W-200 AND 16 FT.
 RC1351'WEST OF THE CENTERLINE OF W-260, AND ABOUT 3 FT. HIGHER THAN THE
 RC1351'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0046 ***********************************************************************
 QC0046  DESIGNATION -  C 505
 QC0046  PID         -  QC0046
 QC0046  STATE/COUNTY-  OR/GRANT
 QC0046  USGS QUAD   -  CASTLE ROCK (1990)
 QC0046
 QC0046                         *CURRENT SURVEY CONTROL
 QC0046  ___________________________________________________________________
 QC0046* NAD 83(1986)-  44 03 48.     (N)    118 13 59.     (W)     SCALED    
 QC0046* NAVD 88     -      1288.477  (meters)    4227.28   (feet)  ADJUSTED  
 QC0046  ___________________________________________________________________
 QC0046  GEOID HEIGHT-         -17.79  (meters)                     GEOID03
 QC0046  DYNAMIC HT  -        1287.852 (meters)    4225.23  (feet)  COMP
 QC0046  MODELED GRAV-     980,089.7   (mgal)                       NAVD 88
 QC0046
 QC0046  VERT ORDER  -  SECOND    CLASS 0
 QC0046
 QC0046.The horizontal coordinates were scaled from a topographic map and have
 QC0046.an estimated accuracy of +/- 6 seconds.
 QC0046
 QC0046.The orthometric height was determined by differential leveling
 QC0046.and adjusted in June 1991.
 QC0046
 QC0046.The geoid height was determined by GEOID03.
 QC0046
 QC0046.The dynamic height is computed by dividing the NAVD 88
 QC0046.geopotential number by the normal gravity value computed on the
 QC0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0046.degrees latitude (g = 980.6199 gals.).
 QC0046
 QC0046.The modeled gravity was interpolated from observed gravity values.
 QC0046
 QC0046;                    North         East    Units  Estimated Accuracy
 QC0046;SPC OR N     -    46,630.    2,681,620.      MT  (+/- 180 meters Scaled)
 QC0046
 QC0046                          SUPERSEDED SURVEY CONTROL
 QC0046
 QC0046  NGVD 29 (??/??/92) 1287.263  (m)         4223.30   (f) ADJ UNCH    2 0
 QC0046
 QC0046.Superseded values are not recommended for survey control.
 QC0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0046.See file dsdata.txt to determine how the superseded data were derived.
 QC0046
 QC0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ012796(NAD 83)
 QC0046_MARKER: DB = BENCH MARK DISK
 QC0046_SETTING: 66 = SET IN ROCK OUTCROP
 QC0046_SP_SET: ROCK OUTCROP
 QC0046_STAMPING: C 505 1951
 QC0046_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QC0046+STABILITY: POSITION/ELEVATION WELL
 QC0046
 QC0046  HISTORY     - Date     Condition        Report By
 QC0046  HISTORY     - 1951     MONUMENTED       CGS
 QC0046
 QC0046                          STATION DESCRIPTION
 QC0046
 QC0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 QC0046'16.75 MI NW FROM BEULAH.
 QC0046'16.75 MILES NORTHWEST ALONG A ROAD LEADING TO IRONSIDE FROM THE SCHOOL
 QC0046'HOUSE IN BEULAH, AT A SWITCH BACK IN THE ROAD, IN TOP OF A LARGE LAVA
 QC0046'OUTCROP ON THE NORTHWEST SLOPE OF THE HILL, 52 1/2 FEET SOUTHWEST OF
 QC0046'THE CENTER OF THE SWITCH BACK, 20 FEET SOUTHEAST OF THE CORNER FENCE
 QC0046'POST, 7.6 FEET SOUTHWEST OF THE FENCE LINE LEADING SOUTHEAST, AND
 QC0046'ABOUT LEVEL WITH ROAD, AND MARKED WITH WHITE PAINTED LETTERS B M.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0030 ***********************************************************************
 QC0030  DESIGNATION -  C 506
 QC0030  PID         -  QC0030
 QC0030  STATE/COUNTY-  OR/MALHEUR
 QC0030  USGS QUAD   -  CLEVENGER BUTTE (1990)
 QC0030
 QC0030                         *CURRENT SURVEY CONTROL
 QC0030  ___________________________________________________________________
 QC0030* NAD 83(1986)-  44 12 46.     (N)    118 08 23.     (W)     SCALED    
 QC0030* NAVD 88     -      1590.883  (meters)    5219.42   (feet)  ADJUSTED  
 QC0030  ___________________________________________________________________
 QC0030  GEOID HEIGHT-         -17.42  (meters)                     GEOID03
 QC0030  DYNAMIC HT  -        1590.167 (meters)    5217.07  (feet)  COMP
 QC0030  MODELED GRAV-     980,110.9   (mgal)                       NAVD 88
 QC0030
 QC0030  VERT ORDER  -  SECOND    CLASS 0
 QC0030
 QC0030.The horizontal coordinates were scaled from a topographic map and have
 QC0030.an estimated accuracy of +/- 6 seconds.
 QC0030
 QC0030.The orthometric height was determined by differential leveling
 QC0030.and adjusted in June 1991.
 QC0030
 QC0030.The geoid height was determined by GEOID03.
 QC0030
 QC0030.The dynamic height is computed by dividing the NAVD 88
 QC0030.geopotential number by the normal gravity value computed on the
 QC0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0030.degrees latitude (g = 980.6199 gals.).
 QC0030
 QC0030.The modeled gravity was interpolated from observed gravity values.
 QC0030
 QC0030;                    North         East    Units  Estimated Accuracy
 QC0030;SPC OR S     -   285,510.    1,688,620.      MT  (+/- 180 meters Scaled)
 QC0030
 QC0030                          SUPERSEDED SURVEY CONTROL
 QC0030
 QC0030  NGVD 29 (??/??/92) 1589.696  (m)         5215.53   (f) ADJ UNCH    2 0
 QC0030
 QC0030.Superseded values are not recommended for survey control.
 QC0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0030.See file dsdata.txt to determine how the superseded data were derived.
 QC0030
 QC0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ089961(NAD 83)
 QC0030_MARKER: DB = BENCH MARK DISK
 QC0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QC0030_STAMPING: C 506 1951
 QC0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0030+STABILITY: SURFACE MOTION
 QC0030
 QC0030  HISTORY     - Date     Condition        Report By
 QC0030  HISTORY     - 1951     MONUMENTED       CGS
 QC0030
 QC0030                          STATION DESCRIPTION
 QC0030
 QC0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 QC0030'15.05 MI SW FROM IRONSIDE.
 QC0030'0.4 MILE WEST ALONG THE U. S. HIGHWAY 28 FROM THE POST OFFICE AND
 QC0030'STORE IN IRONSIDE, THENCE 14.65 MILES SOUTHWEST ALONG COUNTY ROAD,
 QC0030'0.25 MILE EAST OF CATTLE GUARD AT TOP OF GRADE, AT RIGHT ANGLE IN
 QC0030'FENCE, 28 FEET SOUTHWEST OF THE CENTER LINE OF ROAD, 2.3 FEET NORTH OF
 QC0030'THE FENCE POST AT POINT OF ANGLE, 2.4 FEET SOUTH OF THE WITNESS POST,
 QC0030'ABOUT 2 FEET LOWER THAN ROAD, SET IN TOP OF CONCRETE POST PROJECTING
 QC0030'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0195 ***********************************************************************
 RB0195  DESIGNATION -  C 507
 RB0195  PID         -  RB0195
 RB0195  STATE/COUNTY-  OR/UNION
 RB0195  USGS QUAD   -  KAMELA SE (1984)
 RB0195
 RB0195                         *CURRENT SURVEY CONTROL
 RB0195  ___________________________________________________________________
 RB0195* NAD 83(1986)-  45 22 23.     (N)    118 18 56.     (W)     SCALED    
 RB0195* NAVD 88     -      1079.130  (meters)    3540.45   (feet)  ADJUSTED  
 RB0195  ___________________________________________________________________
 RB0195  GEOID HEIGHT-         -18.00  (meters)                     GEOID03
 RB0195  DYNAMIC HT  -        1078.868 (meters)    3539.59  (feet)  COMP
 RB0195  MODELED GRAV-     980,335.6   (mgal)                       NAVD 88
 RB0195
 RB0195  VERT ORDER  -  FIRST     CLASS II
 RB0195
 RB0195.The horizontal coordinates were scaled from a topographic map and have
 RB0195.an estimated accuracy of +/- 6 seconds.
 RB0195
 RB0195.The orthometric height was determined by differential leveling
 RB0195.and adjusted in June 1991.
 RB0195
 RB0195.The geoid height was determined by GEOID03.
 RB0195
 RB0195.The dynamic height is computed by dividing the NAVD 88
 RB0195.geopotential number by the normal gravity value computed on the
 RB0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0195.degrees latitude (g = 980.6199 gals.).
 RB0195
 RB0195.The modeled gravity was interpolated from observed gravity values.
 RB0195
 RB0195;                    North         East    Units  Estimated Accuracy
 RB0195;SPC OR N     -   191,930.    2,671,080.      MT  (+/- 180 meters Scaled)
 RB0195
 RB0195                          SUPERSEDED SURVEY CONTROL
 RB0195
 RB0195  NGVD 29 (??/??/92) 1078.037  (m)         3536.86   (f) ADJ UNCH    1 2
 RB0195
 RB0195.Superseded values are not recommended for survey control.
 RB0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0195.See file dsdata.txt to determine how the superseded data were derived.
 RB0195
 RB0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL969252(NAD 83)
 RB0195_MARKER: DB = BENCH MARK DISK
 RB0195_SETTING: 66 = SET IN ROCK OUTCROP
 RB0195_SP_SET: ROCK LEDGE
 RB0195_STAMPING: C 507 1951
 RB0195_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RB0195+STABILITY: POSITION/ELEVATION WELL
 RB0195
 RB0195  HISTORY     - Date     Condition        Report By
 RB0195  HISTORY     - 1951     MONUMENTED       CGS
 RB0195
 RB0195                          STATION DESCRIPTION
 RB0195
 RB0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 RB0195'6.05 MI SE FROM KAMELA.
 RB0195'6.05 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM KAMELA,
 RB0195'NEAR THE SOUTHEAST END OF A ROCK CUT, ABOUT 222 YARDS SOUTHEAST OF
 RB0195'CULVERT(277.2), AND SET IN THE TOP OF A ROCK LEDGE PROJECTING 3 FEET
 RB0195'ABOVE THE GROUND, 9.9 FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND ABOUT
 RB0195'2 FEET HIGHER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0162 ***********************************************************************
 RB0162  DESIGNATION -  C 508
 RB0162  PID         -  RB0162
 RB0162  STATE/COUNTY-  OR/UNION
 RB0162  USGS QUAD   -  KAMELA SE (1984)
 RB0162
 RB0162                         *CURRENT SURVEY CONTROL
 RB0162  ___________________________________________________________________
 RB0162* NAD 83(1986)-  45 17 37.     (N)    118 19 32.     (W)     SCALED    
 RB0162* NAVD 88     -       962.027  (meters)    3156.25   (feet)  ADJUSTED  
 RB0162  ___________________________________________________________________
 RB0162  GEOID HEIGHT-         -17.77  (meters)                     GEOID03
 RB0162  DYNAMIC HT  -         961.779 (meters)    3155.44  (feet)  COMP
 RB0162  MODELED GRAV-     980,326.1   (mgal)                       NAVD 88
 RB0162
 RB0162  VERT ORDER  -  SECOND    CLASS 0
 RB0162
 RB0162.The horizontal coordinates were scaled from a topographic map and have
 RB0162.an estimated accuracy of +/- 6 seconds.
 RB0162
 RB0162.The orthometric height was determined by differential leveling
 RB0162.and adjusted in June 1991.
 RB0162
 RB0162.The geoid height was determined by GEOID03.
 RB0162
 RB0162.The dynamic height is computed by dividing the NAVD 88
 RB0162.geopotential number by the normal gravity value computed on the
 RB0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0162.degrees latitude (g = 980.6199 gals.).
 RB0162
 RB0162.The modeled gravity was interpolated from observed gravity values.
 RB0162
 RB0162;                    North         East    Units  Estimated Accuracy
 RB0162;SPC OR N     -   183,080.    2,670,530.      MT  (+/- 180 meters Scaled)
 RB0162
 RB0162                          SUPERSEDED SURVEY CONTROL
 RB0162
 RB0162  NGVD 29 (??/??/92)  960.914  (m)         3152.60   (f) ADJ UNCH    2 0
 RB0162
 RB0162.Superseded values are not recommended for survey control.
 RB0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0162.See file dsdata.txt to determine how the superseded data were derived.
 RB0162
 RB0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL960164(NAD 83)
 RB0162_MARKER: DB = BENCH MARK DISK
 RB0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0162_STAMPING: C 508 1951
 RB0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0162+STABILITY: SURFACE MOTION
 RB0162
 RB0162  HISTORY     - Date     Condition        Report By
 RB0162  HISTORY     - 1951     MONUMENTED       CGS
 RB0162
 RB0162                          STATION DESCRIPTION
 RB0162
 RB0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 RB0162'8.35 MI SW FROM HILGARD.
 RB0162'0.6 MILE EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT HILGARD,
 RB0162'THENCE 0.65 MILE WEST ALONG U. S. HIGHWAY 30, THENCE 7.1 MILES
 RB0162'SOUTHWEST ALONG THE STARKEY SECONDARY STATE HIGHWAY, AT A Y JUNCTION
 RB0162'OF A ROAD LEADING NORTHEAST ALONG THE MOUNT EMILY RAILROAD, 41 1/2
 RB0162'FEET NORTHEAST OF THE CENTER OF THE JUNCTION, 33 FEET NORTH OF THE
 RB0162'CENTER LINE OF THE HIGHWAY, 15.8 FEET SOUTH OF THE SOUTH RAIL, 2.8
 RB0162'FEET WEST OF A WITNESS POST, AND ABOUT LEVEL WITH THE ROAD, AND SET IN
 RB0162'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0260 ***********************************************************************
 RB0260  DESIGNATION -  C 509
 RB0260  PID         -  RB0260
 RB0260  STATE/COUNTY-  OR/UMATILLA
 RB0260  USGS QUAD   -  SULLIVAN GULCH (1995)
 RB0260
 RB0260                         *CURRENT SURVEY CONTROL
 RB0260  ___________________________________________________________________
 RB0260* NAD 83(1986)-  45 10 29.     (N)    118 35 03.     (W)     SCALED    
 RB0260* NAVD 88     -      1355.962  (meters)    4448.69   (feet)  ADJUSTED  
 RB0260  ___________________________________________________________________
 RB0260  GEOID HEIGHT-         -17.67  (meters)                     GEOID03
 RB0260  DYNAMIC HT  -        1355.483 (meters)    4447.11  (feet)  COMP
 RB0260  MODELED GRAV-     980,215.5   (mgal)                       NAVD 88
 RB0260
 RB0260  VERT ORDER  -  SECOND    CLASS 0
 RB0260
 RB0260.The horizontal coordinates were scaled from a topographic map and have
 RB0260.an estimated accuracy of +/- 6 seconds.
 RB0260
 RB0260.The orthometric height was determined by differential leveling
 RB0260.and adjusted in June 1991.
 RB0260
 RB0260.The geoid height was determined by GEOID03.
 RB0260
 RB0260.The dynamic height is computed by dividing the NAVD 88
 RB0260.geopotential number by the normal gravity value computed on the
 RB0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0260.degrees latitude (g = 980.6199 gals.).
 RB0260
 RB0260.The modeled gravity was interpolated from observed gravity values.
 RB0260
 RB0260;                    North         East    Units  Estimated Accuracy
 RB0260;SPC OR N     -   169,360.    2,650,570.      MT  (+/- 180 meters Scaled)
 RB0260
 RB0260                          SUPERSEDED SURVEY CONTROL
 RB0260
 RB0260  NGVD 29 (??/??/92) 1354.741  (m)         4444.68   (f) ADJ UNCH    2 0
 RB0260
 RB0260.Superseded values are not recommended for survey control.
 RB0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0260.See file dsdata.txt to determine how the superseded data were derived.
 RB0260
 RB0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL755035(NAD 83)
 RB0260_MARKER: DB = BENCH MARK DISK
 RB0260_SETTING: 80 = SET IN A BOULDER
 RB0260_SP_SET: BOULDER
 RB0260_STAMPING: C 509 1951
 RB0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0260+STABILITY: SURFACE MOTION
 RB0260
 RB0260  HISTORY     - Date     Condition        Report By
 RB0260  HISTORY     - 1951     MONUMENTED       CGS
 RB0260
 RB0260                          STATION DESCRIPTION
 RB0260
 RB0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 RB0260'21.5 MI E FROM UKIAH.
 RB0260'21.5 MILES EAST ALONG THE HILGARD ROAD FROM THE POST OFFICE AT UKIAH,
 RB0260'0.25 MILE EAST OF THE UMATILLA NATIONAL FOREST BOUNDARY LINE, AND SET
 RB0260'IN THE TOP OF A LARGE BOULDER, 31 1/2 FEET EAST OF A 18 INCH PINE TREE
 RB0260'WITH A TRIANGLE BLAZE, 29 1/2 FEET NORTH OF THE CENTER LINE OF THE
 RB0260'HIGHWAY, AND ABOUT 10 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0348 ***********************************************************************
 RB0348  DESIGNATION -  C 513
 RB0348  PID         -  RB0348
 RB0348  STATE/COUNTY-  OR/UMATILLA
 RB0348  USGS QUAD   -  MISSION (1974)
 RB0348
 RB0348                         *CURRENT SURVEY CONTROL
 RB0348  ___________________________________________________________________
 RB0348* NAD 83(1986)-  45 40 05.     (N)    118 43 30.     (W)     SCALED    
 RB0348* NAVD 88     -       364.583  (meters)    1196.14   (feet)  ADJUSTED  
 RB0348  ___________________________________________________________________
 RB0348  GEOID HEIGHT-         -20.67  (meters)                     GEOID03
 RB0348  DYNAMIC HT  -         364.547 (meters)    1196.02  (feet)  COMP
 RB0348  MODELED GRAV-     980,508.5   (mgal)                       NAVD 88
 RB0348
 RB0348  VERT ORDER  -  FIRST     CLASS II
 RB0348
 RB0348.The horizontal coordinates were scaled from a topographic map and have
 RB0348.an estimated accuracy of +/- 6 seconds.
 RB0348
 RB0348.The orthometric height was determined by differential leveling
 RB0348.and adjusted in June 1991.
 RB0348
 RB0348.The geoid height was determined by GEOID03.
 RB0348
 RB0348.The dynamic height is computed by dividing the NAVD 88
 RB0348.geopotential number by the normal gravity value computed on the
 RB0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0348.degrees latitude (g = 980.6199 gals.).
 RB0348
 RB0348.The modeled gravity was interpolated from observed gravity values.
 RB0348
 RB0348;                    North         East    Units  Estimated Accuracy
 RB0348;SPC OR N     -   223,920.    2,638,300.      MT  (+/- 180 meters Scaled)
 RB0348
 RB0348                          SUPERSEDED SURVEY CONTROL
 RB0348
 RB0348  NGVD 29 (??/??/92)  363.559  (m)         1192.78   (f) ADJ UNCH    1 2
 RB0348
 RB0348.Superseded values are not recommended for survey control.
 RB0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0348.See file dsdata.txt to determine how the superseded data were derived.
 RB0348
 RB0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL656586(NAD 83)
 RB0348_MARKER: DB = BENCH MARK DISK
 RB0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0348_STAMPING: C 513 1951
 RB0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0348+STABILITY: SURFACE MOTION
 RB0348
 RB0348  HISTORY     - Date     Condition        Report By
 RB0348  HISTORY     - 1951     MONUMENTED       CGS
 RB0348
 RB0348                          STATION DESCRIPTION
 RB0348
 RB0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 RB0348'3.85 MI E FROM PENDLETON.
 RB0348'3.2 MILES EAST ALONG THE UNION PACIFIC RAILROAD TRACK FROM THE STATION
 RB0348'AT PENDLETON TO (C AND GS BM S 506), THENCE 0.25 MILES EAST ON HIGHWAY
 RB0348'30 TO A T JUNCTION WITH A GRAVEL ROAD LEADING SOUTH TO PENDLETON
 RB0348'AIRWAYS AIRPORT, THENCE 0.2 MILE SOUTH ALONG A GRAVEL ROAD TO THE
 RB0348'HANGER, THENCE 0.3 MILE WEST ALONG THE NORTH SIDE OF THE EAST AND WEST
 RB0348'RUNWAY, AT THE WEST END OF THE EAST-WEST RUNWAY AND AT THE NORTHWEST
 RB0348'CORNER OF THE AIRPORT, 29 1/2 FEET EAST ACROSS THE WEST AIRPORT FENCE
 RB0348'LINE FROM THE CENTER LINE OF A DIRT ROAD LEADING NORTH AND SOUTH, 9.8
 RB0348'FEET EAST OF THE WEST FENCE LINE LEADING NORTH AND SOUTH AT THE WEST
 RB0348'END OF THE AIRPORT, 2.6 FEET SOUTH OF THE EAST AND WEST FENCE LINE OF
 RB0348'THE AIRPORT, 1.5 FEET WEST OF THE WITNESS POST, AND ABOUT LEVEL WITH
 RB0348'THE RUNWAY, A BRONZE DISK BRAZED ON TOP OF A 3 1/2 INCH IRON PIPE SET
 RB0348'IN CONCRETE, PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0040 ***********************************************************************
 RB0040  DESIGNATION -  C 515
 RB0040  PID         -  RB0040
 RB0040  STATE/COUNTY-  OR/UMATILLA
 RB0040  USGS QUAD   -  BLALOCK MOUNTAIN (1995)
 RB0040
 RB0040                         *CURRENT SURVEY CONTROL
 RB0040  ___________________________________________________________________
 RB0040* NAD 83(1986)-  45 47 25.     (N)    118 12 11.     (W)     SCALED    
 RB0040* NAVD 88     -      1260.754  (meters)    4136.32   (feet)  ADJUSTED  
 RB0040  ___________________________________________________________________
 RB0040  GEOID HEIGHT-         -19.18  (meters)                     GEOID03
 RB0040  DYNAMIC HT  -        1260.460 (meters)    4135.36  (feet)  COMP
 RB0040  MODELED GRAV-     980,337.8   (mgal)                       NAVD 88
 RB0040
 RB0040  VERT ORDER  -  SECOND    CLASS 0
 RB0040
 RB0040.The horizontal coordinates were scaled from a topographic map and have
 RB0040.an estimated accuracy of +/- 6 seconds.
 RB0040
 RB0040.The orthometric height was determined by differential leveling
 RB0040.and adjusted in June 1991.
 RB0040
 RB0040.The geoid height was determined by GEOID03.
 RB0040
 RB0040.The dynamic height is computed by dividing the NAVD 88
 RB0040.geopotential number by the normal gravity value computed on the
 RB0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0040.degrees latitude (g = 980.6199 gals.).
 RB0040
 RB0040.The modeled gravity was interpolated from observed gravity values.
 RB0040
 RB0040;                    North         East    Units  Estimated Accuracy
 RB0040;SPC OR N     -   238,520.    2,678,570.      MT  (+/- 180 meters Scaled)
 RB0040
 RB0040                          SUPERSEDED SURVEY CONTROL
 RB0040
 RB0040  NGVD 29 (??/??/92) 1259.571  (m)         4132.44   (f) ADJ UNCH    2 0
 RB0040
 RB0040.Superseded values are not recommended for survey control.
 RB0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0040.See file dsdata.txt to determine how the superseded data were derived.
 RB0040
 RB0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML064714(NAD 83)
 RB0040_MARKER: DB = BENCH MARK DISK
 RB0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0040_STAMPING: C 515 1952
 RB0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0040+STABILITY: SURFACE MOTION
 RB0040
 RB0040  HISTORY     - Date     Condition        Report By
 RB0040  HISTORY     - 1952     MONUMENTED       CGS
 RB0040
 RB0040                          STATION DESCRIPTION
 RB0040
 RB0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 RB0040'6.9 MI W FROM TOLL GATE.
 RB0040'6.9 MILES WEST ALONG STATE HIGHWAY 204 FROM THE POST OFFICE AT TOLL
 RB0040'GATE, AT THE SUMMIT OF A HILL, 110 FEET EAST OF A POWER LINE POLE,
 RB0040'34.3 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 1.5 FEET NORTHEAST
 RB0040'OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE HIGHWAY, AND SET IN
 RB0040'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0034 ***********************************************************************
 RD0034  DESIGNATION -  C 516
 RD0034  PID         -  RD0034
 RD0034  STATE/COUNTY-  OR/MULTNOMAH
 RD0034  USGS QUAD   -  BRIDAL VEIL (1994)
 RD0034
 RD0034                         *CURRENT SURVEY CONTROL
 RD0034  ___________________________________________________________________
 RD0034* NAD 83(1986)-  45 32 53.     (N)    122 12 25.     (W)     SCALED    
 RD0034* NAVD 88     -        13.940  (meters)      45.73   (feet)  ADJUSTED  
 RD0034  ___________________________________________________________________
 RD0034  GEOID HEIGHT-         -22.30  (meters)                     GEOID03
 RD0034  DYNAMIC HT  -          13.940 (meters)      45.73  (feet)  COMP
 RD0034  MODELED GRAV-     980,586.6   (mgal)                       NAVD 88
 RD0034
 RD0034  VERT ORDER  -  SECOND    CLASS 0
 RD0034
 RD0034.The horizontal coordinates were scaled from a topographic map and have
 RD0034.an estimated accuracy of +/- 6 seconds.
 RD0034
 RD0034.The orthometric height was determined by differential leveling
 RD0034.and adjusted in June 1991.
 RD0034
 RD0034.The geoid height was determined by GEOID03.
 RD0034
 RD0034.The dynamic height is computed by dividing the NAVD 88
 RD0034.geopotential number by the normal gravity value computed on the
 RD0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0034.degrees latitude (g = 980.6199 gals.).
 RD0034
 RD0034.The modeled gravity was interpolated from observed gravity values.
 RD0034
 RD0034;                    North         East    Units  Estimated Accuracy
 RD0034;SPC OR N     -   210,470.    2,366,720.      MT  (+/- 180 meters Scaled)
 RD0034
 RD0034                          SUPERSEDED SURVEY CONTROL
 RD0034
 RD0034  NGVD 29 (??/??/92)   12.922  (m)           42.39   (f) ADJ UNCH    2 0
 RD0034
 RD0034.Superseded values are not recommended for survey control.
 RD0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0034.See file dsdata.txt to determine how the superseded data were derived.
 RD0034
 RD0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER619441(NAD 83)
 RD0034_MARKER: DB = BENCH MARK DISK
 RD0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0034_STAMPING: C 516 1957
 RD0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0034+STABILITY: SURFACE MOTION
 RD0034
 RD0034  HISTORY     - Date     Condition        Report By
 RD0034  HISTORY     - 1957     MONUMENTED       CGS
 RD0034  HISTORY     - 1984     MARK NOT FOUND   USGS
 RD0034  HISTORY     - 1987     MARK NOT FOUND   NGS
 RD0034
 RD0034                          STATION DESCRIPTION
 RD0034
 RD0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 RD0034'1.6 MI SW FROM BRIDAL VEIL.
 RD0034'1.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 30 FROM THE UNION PACIFIC
 RD0034'RAILROAD STATION AT BRIDAL VEIL, IN T 1 N - R 5 E, 0.2 MILE WEST OF
 RD0034'THE WEST ENTRANCE TO A HIGHWAY TURN OUT, 29.4 FEET SOUTH OF THE CENTER
 RD0034'LINE OF THE SOUTH LANES OF THE HIGHWAY, 24.4 FEET WEST OF HIGHWAY
 RD0034'STATION P.C.S. 973 + 21.98, 5.6 FEET SOUTH OF A 4- BY 4-INCH WOODEN
 RD0034'POST SUPPORTING A DEPOSITE LITTER BAGS 1/4 MILE SIGN, 3.0 FEET SOUTH
 RD0034'OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE HIGHWAY, AND SET IN THE
 RD0034'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 RD0034
 RD0034                          STATION RECOVERY (1984)
 RD0034
 RD0034'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 RD0034'MARK NOT FOUND.
 RD0034
 RD0034                          STATION RECOVERY (1987)
 RD0034
 RD0034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD0034'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0906 ***********************************************************************
 RB0906  DESIGNATION -  C 517
 RB0906  PID         -  RB0906
 RB0906  STATE/COUNTY-  OR/MORROW
 RB0906  USGS QUAD   -  BOARDMAN (1993)
 RB0906
 RB0906                         *CURRENT SURVEY CONTROL
 RB0906  ___________________________________________________________________
 RB0906* NAD 83(1986)-  45 50 17.     (N)    119 38 48.     (W)     SCALED    
 RB0906* NAVD 88     -        94.884  (meters)     311.30   (feet)  ADJUSTED  
 RB0906  ___________________________________________________________________
 RB0906  GEOID HEIGHT-         -21.88  (meters)                     GEOID03
 RB0906  DYNAMIC HT  -          94.884 (meters)     311.30  (feet)  COMP
 RB0906  MODELED GRAV-     980,613.9   (mgal)                       NAVD 88
 RB0906
 RB0906  VERT ORDER  -  SECOND    CLASS 0
 RB0906
 RB0906.The horizontal coordinates were scaled from a topographic map and have
 RB0906.an estimated accuracy of +/- 6 seconds.
 RB0906
 RB0906.The orthometric height was determined by differential leveling
 RB0906.and adjusted in June 1991.
 RB0906
 RB0906.The geoid height was determined by GEOID03.
 RB0906
 RB0906.The dynamic height is computed by dividing the NAVD 88
 RB0906.geopotential number by the normal gravity value computed on the
 RB0906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0906.degrees latitude (g = 980.6199 gals.).
 RB0906
 RB0906.The modeled gravity was interpolated from observed gravity values.
 RB0906
 RB0906;                    North         East    Units  Estimated Accuracy
 RB0906;SPC OR N     -   241,650.    2,566,290.      MT  (+/- 180 meters Scaled)
 RB0906
 RB0906                          SUPERSEDED SURVEY CONTROL
 RB0906
 RB0906  NGVD 29 (??/??/92)   93.872  (m)          307.98   (f) ADJ UNCH    2 0
 RB0906
 RB0906.Superseded values are not recommended for survey control.
 RB0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0906.See file dsdata.txt to determine how the superseded data were derived.
 RB0906
 RB0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKL944794(NAD 83)
 RB0906_MARKER: DB = BENCH MARK DISK
 RB0906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0906_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0906_STAMPING: C 517 1959
 RB0906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0906+STABILITY: SURFACE MOTION
 RB0906
 RB0906  HISTORY     - Date     Condition        Report By
 RB0906  HISTORY     - 1959     MONUMENTED       CGS
 RB0906  HISTORY     - 1963     GOOD             NGS
 RB0906  HISTORY     - 1987     GOOD             USPSQD
 RB0906  HISTORY     - 1989     GOOD             USPSQD
 RB0906
 RB0906                          STATION DESCRIPTION
 RB0906
 RB0906'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RB0906'2.25 MI SE FROM MESSNER.
 RB0906'0.2 MILE WEST ALONG SAM BOARDMAN AVENUE FROM THE SECTION FOREMANS
 RB0906'HOUSE AT MESSNER, THENCE 0.45 MILE SOUTH ALONG A GRAVEL ROAD, THENCE
 RB0906'1.6 MILES EAST ALONG U.S. HIGHWAY 30, 0.3 MILE EAST OF THE CROSSING OF
 RB0906'THE EAST ONE OF TWO STEEL TOWER TRANSMISSION LINES, 0.25 MILE WEST OF
 RB0906'MILEPOST 166, 49 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 164
 RB0906'FEET WEST OF A T FENCE JUNCTION NORTH, 3.5 FEET SOUTH OF A FENCE, 2.0
 RB0906'FEET WEST OF POWER POLE 6-211, 1.2 FEET NORTH OF A WITNESS POST, ABOUT
 RB0906'1 FOOT LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 RB0906'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 RB0906
 RB0906                          STATION RECOVERY (1963)
 RB0906
 RB0906'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 RB0906'RECOVERED IN GOOD CONDITION.
 RB0906
 RB0906                          STATION RECOVERY (1987)
 RB0906
 RB0906'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWE)
 RB0906'RECOVERED IN GOOD CONDITION.
 RB0906
 RB0906                          STATION RECOVERY (1989)
 RB0906
 RB0906'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RB0906'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB1495 ***********************************************************************
 RB1495  DESIGNATION -  C 517 X RESET
 RB1495  PID         -  RB1495
 RB1495  STATE/COUNTY-  OR/MORROW
 RB1495  USGS QUAD   -  CECIL (1968)
 RB1495
 RB1495                         *CURRENT SURVEY CONTROL
 RB1495  ___________________________________________________________________
 RB1495* NAD 83(1986)-  45 32 19.     (N)    119 55 19.     (W)     SCALED    
 RB1495* NAVD 88     -       250.84   (meters)     823.0    (feet)  RESET     
 RB1495  ___________________________________________________________________
 RB1495  GEOID HEIGHT-         -21.44  (meters)                     GEOID03
 RB1495  VERT ORDER  -  THIRD
 RB1495
 RB1495.The horizontal coordinates were scaled from a topographic map and have
 RB1495.an estimated accuracy of +/- 6 seconds.
 RB1495
 RB1495.The orthometric height was computed from unverified reset data.
 RB1495.No vertical observational check was made to the station.
 RB1495
 RB1495.The geoid height was determined by GEOID03.
 RB1495
 RB1495;                    North         East    Units  Estimated Accuracy
 RB1495;SPC OR N     -   208,180.    2,545,150.      MT  (+/- 180 meters Scaled)
 RB1495
 RB1495                          SUPERSEDED SURVEY CONTROL
 RB1495
 RB1495  NGVD 29 (10/26/06)  249.81   (m)          819.6    (f) RESET       3  
 RB1495
 RB1495.Superseded values are not recommended for survey control.
 RB1495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1495.See file dsdata.txt to determine how the superseded data were derived.
 RB1495
 RB1495_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKL718469(NAD 83)
 RB1495_MARKER: DB = BENCH MARK DISK
 RB1495_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RB1495_SP_SET: BRIDGE ABUTMENT
 RB1495_STAMPING: C 517 X RESET 1986
 RB1495_MARK LOGO: NGS   
 RB1495_MAGNETIC: N = NO MAGNETIC MATERIAL
 RB1495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB1495+STABILITY: SURFACE MOTION
 RB1495_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RB1495+SATELLITE: SATELLITE OBSERVATIONS - 1986
 RB1495
 RB1495  HISTORY     - Date     Condition        Report By
 RB1495  HISTORY     - 1986     MONUMENTED       ORDT
 RB1495
 RB1495                          STATION DESCRIPTION
 RB1495
 RB1495'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1986
 RB1495'THE MARK IS LOCATED 1.15 MILES SOUTH ALONG STATE HIGHWAY 74 FROM THE
 RB1495'MORROW COUNTY GRAIN GROWERS ELEVATOR AT MORGAN, 0.35 MILE NORTH OF
 RB1495'HIGHWAY MILEPOST 22, APPROXIMATELY 475 FEET SOUTH OF THE INTERSECTION
 RB1495'OF PALMATEER ROAD AND THE HEPPNER HIGHWAY, ABOUT O.16 MILE NORTH AND
 RB1495'UP WILLOW CREEK, FROM A LONG RAILROAD BRIDGE, IN THE TOP OF THE
 RB1495'NORTHEAST ABUTMENT OF A CONCRETE BRIDGE OVER WILLOW CREEK.  IT IS
 RB1495'ABOUT 62.79 M (206.00 FT) WEST OF THE CENTERLINE OF HEPPNER HIGHWAY,
 RB1495'4.57 M (14.99 FT) EAST OF THE CENTERLINE OF PALMATEER ROAD, ABOUT 8
 RB1495'CENTIMETERS LOWER THAN THE PAVEMENT OVER BRIDGE AND ABOUT 5.18 M
 RB1495'(16.99 FT) LOWER THAN THE HEPPNER HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0936 ***********************************************************************
 RB0936  DESIGNATION -  C 518
 RB0936  PID         -  RB0936
 RB0936  STATE/COUNTY-  OR/MORROW
 RB0936  USGS QUAD   -  STRAWBERRY CANYON SW (1968)
 RB0936
 RB0936                         *CURRENT SURVEY CONTROL
 RB0936  ___________________________________________________________________
 RB0936* NAD 83(1986)-  45 32 31.     (N)    119 37 59.     (W)     SCALED    
 RB0936* NAVD 88     -       367.265  (meters)    1204.94   (feet)  ADJUSTED  
 RB0936  ___________________________________________________________________
 RB0936  GEOID HEIGHT-         -21.37  (meters)                     GEOID03
 RB0936  DYNAMIC HT  -         367.228 (meters)    1204.81  (feet)  COMP
 RB0936  MODELED GRAV-     980,507.0   (mgal)                       NAVD 88
 RB0936
 RB0936  VERT ORDER  -  SECOND    CLASS 0
 RB0936
 RB0936.The horizontal coordinates were scaled from a topographic map and have
 RB0936.an estimated accuracy of +/- 6 seconds.
 RB0936
 RB0936.The orthometric height was determined by differential leveling
 RB0936.and adjusted in June 1991.
 RB0936
 RB0936.The geoid height was determined by GEOID03.
 RB0936
 RB0936.The dynamic height is computed by dividing the NAVD 88
 RB0936.geopotential number by the normal gravity value computed on the
 RB0936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0936.degrees latitude (g = 980.6199 gals.).
 RB0936
 RB0936.The modeled gravity was interpolated from observed gravity values.
 RB0936
 RB0936;                    North         East    Units  Estimated Accuracy
 RB0936;SPC OR N     -   208,750.    2,567,700.      MT  (+/- 180 meters Scaled)
 RB0936
 RB0936                          SUPERSEDED SURVEY CONTROL
 RB0936
 RB0936  NGVD 29 (??/??/92)  366.228  (m)         1201.53   (f) ADJ UNCH    2 0
 RB0936
 RB0936.Superseded values are not recommended for survey control.
 RB0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0936.See file dsdata.txt to determine how the superseded data were derived.
 RB0936
 RB0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKL944465(NAD 83)
 RB0936_MARKER: DB = BENCH MARK DISK
 RB0936_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RB0936_SP_SET: BRIDGE
 RB0936_STAMPING: C 518 1959
 RB0936_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RB0936
 RB0936  HISTORY     - Date     Condition        Report By
 RB0936  HISTORY     - 1959     MONUMENTED       CGS
 RB0936
 RB0936                          STATION DESCRIPTION
 RB0936
 RB0936'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RB0936'8.2 MI NE FROM LEXINGTON.
 RB0936'8.2 MILES NORTHEAST ALONG STATE HIGHWAY 207 FROM THE PUBLIC SCHOOL AT
 RB0936'LEXINGTON, IN TOP OF THE NORTHWEST END OF THE SOUTHWEST CONCRETE
 RB0936'ABUTMENT OF A BRIDGE OVER A SMALL DRY CREEK, 15 FEET NORTHWEST OF THE
 RB0936'CENTER LINE OF THE HIGHWAY, 192 FEET NORTH AND ACROSS THE HIGHWAY FROM
 RB0936'MILEPOST 8, AND ABOUT 1/2 FOOT LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0954 ***********************************************************************
 RB0954  DESIGNATION -  C 519
 RB0954  PID         -  RB0954
 RB0954  STATE/COUNTY-  OR/MORROW
 RB0954  USGS QUAD   -  STRAWBERRY CANYON SW (1968)
 RB0954
 RB0954                         *CURRENT SURVEY CONTROL
 RB0954  ___________________________________________________________________
 RB0954* NAD 83(1986)-  45 35 45.     (N)    119 41 43.     (W)     SCALED    
 RB0954* NAVD 88     -       326.333  (meters)    1070.64   (feet)  ADJUSTED  
 RB0954  ___________________________________________________________________
 RB0954  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 RB0954  DYNAMIC HT  -         326.307 (meters)    1070.56  (feet)  COMP
 RB0954  MODELED GRAV-     980,528.2   (mgal)                       NAVD 88
 RB0954
 RB0954  VERT ORDER  -  SECOND    CLASS 0
 RB0954
 RB0954.The horizontal coordinates were scaled from a topographic map and have
 RB0954.an estimated accuracy of +/- 6 seconds.
 RB0954
 RB0954.The orthometric height was determined by differential leveling
 RB0954.and adjusted in June 1991.
 RB0954
 RB0954.The geoid height was determined by GEOID03.
 RB0954
 RB0954.The dynamic height is computed by dividing the NAVD 88
 RB0954.geopotential number by the normal gravity value computed on the
 RB0954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0954.degrees latitude (g = 980.6199 gals.).
 RB0954
 RB0954.The modeled gravity was interpolated from observed gravity values.
 RB0954
 RB0954;                    North         East    Units  Estimated Accuracy
 RB0954;SPC OR N     -   214,690.    2,562,780.      MT  (+/- 180 meters Scaled)
 RB0954
 RB0954                          SUPERSEDED SURVEY CONTROL
 RB0954
 RB0954  NGVD 29 (??/??/92)  325.305  (m)         1067.27   (f) ADJ UNCH    2 0
 RB0954
 RB0954.Superseded values are not recommended for survey control.
 RB0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0954.See file dsdata.txt to determine how the superseded data were derived.
 RB0954
 RB0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKL897526(NAD 83)
 RB0954_MARKER: DB = BENCH MARK DISK
 RB0954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0954_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0954_STAMPING: C 519 1959
 RB0954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0954+STABILITY: SURFACE MOTION
 RB0954
 RB0954  HISTORY     - Date     Condition        Report By
 RB0954  HISTORY     - 1959     MONUMENTED       CGS
 RB0954
 RB0954                          STATION DESCRIPTION
 RB0954
 RB0954'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RB0954'14.15 MI E FROM CECIL.
 RB0954'1.4 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE POST
 RB0954'OFFICE AT CECIL, THENCE 0.2 MILE NORTHEAST ACROSS COUNTRY, THENCE 9.5
 RB0954'MILES EAST ALONG A GRAVEL ROAD, THENCE 0.5 MILE SOUTH ALONG A GRAVEL
 RB0954'ROAD, THENCE 2.55 MILES EAST ALONG A GRAVEL ROAD, 27 1/2 FEET
 RB0954'SOUTHWEST OF THE CENTER OF THE T JUNCTION OF A GRAVEL ROAD LEADING
 RB0954'NORTH TO THE BOARDMAN BOMBING RANGE, 17 1/2 FEET SOUTH OF THE CENTER
 RB0954'LINE OF THE MAIN ROAD, AT THE T JUNCTION OF A POWER LINE, 19 FEET WEST
 RB0954'OF THE EXTENDED CENTER LINE OF THE ROAD NORTH, 2 FEET EAST OF A POWER
 RB0954'POLE WITH A GUY WIRE, 2.3 FEET NORTH OF A FENCE, 1.1 FEET SOUTH OF A
 RB0954'WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF
 RB0954'A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0558 ***********************************************************************
 RB0558  DESIGNATION -  C 520
 RB0558  PID         -  RB0558
 RB0558  STATE/COUNTY-  OR/MORROW
 RB0558  USGS QUAD   -  VEY RANCH (1968)
 RB0558
 RB0558                         *CURRENT SURVEY CONTROL
 RB0558  ___________________________________________________________________
 RB0558* NAD 83(1986)-  45 32 45.     (N)    119 19 06.     (W)     SCALED    
 RB0558* NAVD 88     -       441.333  (meters)    1447.94   (feet)  ADJUSTED  
 RB0558  ___________________________________________________________________
 RB0558  GEOID HEIGHT-         -21.10  (meters)                     GEOID03
 RB0558  DYNAMIC HT  -         441.274 (meters)    1447.75  (feet)  COMP
 RB0558  MODELED GRAV-     980,469.3   (mgal)                       NAVD 88
 RB0558
 RB0558  VERT ORDER  -  SECOND    CLASS 0
 RB0558
 RB0558.The horizontal coordinates were scaled from a topographic map and have
 RB0558.an estimated accuracy of +/- 6 seconds.
 RB0558
 RB0558.The orthometric height was determined by differential leveling
 RB0558.and adjusted in June 1991.
 RB0558
 RB0558.The geoid height was determined by GEOID03.
 RB0558
 RB0558.The dynamic height is computed by dividing the NAVD 88
 RB0558.geopotential number by the normal gravity value computed on the
 RB0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0558.degrees latitude (g = 980.6199 gals.).
 RB0558
 RB0558.The modeled gravity was interpolated from observed gravity values.
 RB0558
 RB0558;                    North         East    Units  Estimated Accuracy
 RB0558;SPC OR N     -   209,490.    2,592,270.      MT  (+/- 180 meters Scaled)
 RB0558
 RB0558                          SUPERSEDED SURVEY CONTROL
 RB0558
 RB0558  NGVD 29 (??/??/92)  440.276  (m)         1444.47   (f) ADJ UNCH    2 0
 RB0558
 RB0558.Superseded values are not recommended for survey control.
 RB0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0558.See file dsdata.txt to determine how the superseded data were derived.
 RB0558
 RB0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL190462(NAD 83)
 RB0558_MARKER: DB = BENCH MARK DISK
 RB0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0558_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0558_STAMPING: C 520 1959
 RB0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0558+STABILITY: SURFACE MOTION
 RB0558
 RB0558  HISTORY     - Date     Condition        Report By
 RB0558  HISTORY     - 1959     MONUMENTED       CGS
 RB0558
 RB0558                          STATION DESCRIPTION
 RB0558
 RB0558'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RB0558'13.35 MI NW FROM VINSON.
 RB0558'0.2 MILE NORTHEAST ALONG STATE HIGHWAY 74 FROM THE CONCRETE BRIDGE
 RB0558'OVER THE NORTH FORK OF BUTTER CREEK AT VINSON, THENCE 13.15 MILES
 RB0558'NORTHWEST ALONG A GRAVEL ROAD, 0.4 MILE WEST OF A CATTLEGUARD, 0.1
 RB0558'MILE EAST OF THE JUNCTION OF A ROAD LEADNG SOUTH TO THE A. VEY
 RB0558'RANCHHOUSE, AT THE T JUNCTION OF A BOARD FENCE SOUTH NEAR THE A. VEY
 RB0558'BARN, IN LINE WITH THE FENCE SOUTH, 24 FET SOUTH OF THE CENTER LINE OF
 RB0558'THE ROAD, 8 FEET NORTH OF A WOODEN POLE SUPPORTING A WIND SOCK, 1.0
 RB0558'FOOT NORTH OF A FENCE, 1.4 FEET SOUTH OF A WITESS POST, ABOUT 2 1/2
 RB0558'FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 RB0558'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0566 ***********************************************************************
 RB0566  DESIGNATION -  C 520 X
 RB0566  PID         -  RB0566
 RB0566  STATE/COUNTY-  OR/MORROW
 RB0566  USGS QUAD   -  BUTTER CREEK JUNCTION (1968)
 RB0566
 RB0566                         *CURRENT SURVEY CONTROL
 RB0566  ___________________________________________________________________
 RB0566* NAD 83(1986)-  45 36 19.     (N)    119 25 15.     (W)     SCALED    
 RB0566* NAVD 88     -       325.604  (meters)    1068.25   (feet)  ADJUSTED  
 RB0566  ___________________________________________________________________
 RB0566  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 RB0566  DYNAMIC HT  -         325.574 (meters)    1068.15  (feet)  COMP
 RB0566  MODELED GRAV-     980,516.9   (mgal)                       NAVD 88
 RB0566
 RB0566  VERT ORDER  -  SECOND    CLASS 0
 RB0566
 RB0566.The horizontal coordinates were scaled from a topographic map and have
 RB0566.an estimated accuracy of +/- 6 seconds.
 RB0566
 RB0566.The orthometric height was determined by differential leveling
 RB0566.and adjusted in June 1991.
 RB0566
 RB0566.The geoid height was determined by GEOID03.
 RB0566
 RB0566.The dynamic height is computed by dividing the NAVD 88
 RB0566.geopotential number by the normal gravity value computed on the
 RB0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0566.degrees latitude (g = 980.6199 gals.).
 RB0566
 RB0566.The modeled gravity was interpolated from observed gravity values.
 RB0566
 RB0566;                    North         East    Units  Estimated Accuracy
 RB0566;SPC OR N     -   215,990.    2,584,180.      MT  (+/- 180 meters Scaled)
 RB0566
 RB0566                          SUPERSEDED SURVEY CONTROL
 RB0566
 RB0566  NGVD 29 (??/??/92)  324.568  (m)         1064.85   (f) ADJ UNCH    2 0
 RB0566
 RB0566.Superseded values are not recommended for survey control.
 RB0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0566.See file dsdata.txt to determine how the superseded data were derived.
 RB0566
 RB0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL112530(NAD 83)
 RB0566_MARKER: DB = BENCH MARK DISK
 RB0566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0566_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0566_STAMPING: C 520X 1959
 RB0566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0566+STABILITY: SURFACE MOTION
 RB0566
 RB0566  HISTORY     - Date     Condition        Report By
 RB0566  HISTORY     - 1959     MONUMENTED       CGS
 RB0566
 RB0566                          STATION DESCRIPTION
 RB0566
 RB0566'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RB0566'21.6 MI NW FROM VINSON.
 RB0566'0.2 MILE NORTHEAST ALONG STATE HIGHWAY 74 FROM THE CONCRETE BRIDGE
 RB0566'OVER THE NORTH FORK OF BUTTER CREEK AT VINSON, THENCE 19.6 MILES
 RB0566'NORTHWEST ALONG A GRAVEL ROAD, THENCE 1.8 MILES NORTHWEST ALONG AN
 RB0566'ASPHALT ROAD, 24 FEET NORTH OF THE CENTER LINE OF THE ROAD, 133 FEET
 RB0566'SOUTHWEST OF TELEPHONE POLE 313 WITH A GUY WIRE, 6 FEET WEST OF THE
 RB0566'WEST END OF A GATE, 0.7 FOOT SOUTH OF A FENCE, 1.0 FOOT NORTH OF A
 RB0566'WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF
 RB0566'A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0642 ***********************************************************************
 RB0642  DESIGNATION -  C 525
 RB0642  PID         -  RB0642
 RB0642  STATE/COUNTY-  OR/UMATILLA
 RB0642  USGS QUAD   -  HAT ROCK (1993)
 RB0642
 RB0642                         *CURRENT SURVEY CONTROL
 RB0642  ___________________________________________________________________
 RB0642* NAD 83(1986)-  45 54 34.     (N)    119 14 46.     (W)     SCALED    
 RB0642* NAVD 88     -       150.206  (meters)     492.80   (feet)  ADJUSTED  
 RB0642  ___________________________________________________________________
 RB0642  GEOID HEIGHT-         -21.72  (meters)                     GEOID03
 RB0642  DYNAMIC HT  -         150.205 (meters)     492.80  (feet)  COMP
 RB0642  MODELED GRAV-     980,607.2   (mgal)                       NAVD 88
 RB0642
 RB0642  VERT ORDER  -  FIRST     CLASS I
 RB0642
 RB0642.The horizontal coordinates were scaled from a topographic map and have
 RB0642.an estimated accuracy of +/- 6 seconds.
 RB0642
 RB0642.The orthometric height was determined by differential leveling
 RB0642.and adjusted in June 1991.
 RB0642
 RB0642.The geoid height was determined by GEOID03.
 RB0642
 RB0642.The dynamic height is computed by dividing the NAVD 88
 RB0642.geopotential number by the normal gravity value computed on the
 RB0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0642.degrees latitude (g = 980.6199 gals.).
 RB0642
 RB0642.The modeled gravity was interpolated from observed gravity values.
 RB0642
 RB0642;                    North         East    Units  Estimated Accuracy
 RB0642;SPC OR N     -   249,980.    2,597,280.      MT  (+/- 180 meters Scaled)
 RB0642
 RB0642                          SUPERSEDED SURVEY CONTROL
 RB0642
 RB0642  NGVD 29 (??/??/92)  149.197  (m)          489.49   (f) ADJ UNCH    1 1
 RB0642
 RB0642.Superseded values are not recommended for survey control.
 RB0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0642.See file dsdata.txt to determine how the superseded data were derived.
 RB0642
 RB0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL257864(NAD 83)
 RB0642_MARKER: DB = BENCH MARK DISK
 RB0642_SETTING: 66 = SET IN ROCK OUTCROP
 RB0642_SP_SET: LAVA OUTCROP
 RB0642_STAMPING: C 525 1951
 RB0642_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RB0642+STABILITY: POSITION/ELEVATION WELL
 RB0642
 RB0642  HISTORY     - Date     Condition        Report By
 RB0642  HISTORY     - 1951     MONUMENTED       CGS
 RB0642  HISTORY     - 1968     GOOD             NGS
 RB0642
 RB0642                          STATION DESCRIPTION
 RB0642
 RB0642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RB0642'4.75 MI E FROM UMATILLA.
 RB0642'4.75 MILES EAST ALONG U.S. HIGHWAY 730 FROM THE POST OFFICE AT
 RB0642'UMATILLA, 0.6 MILE EAST OF MILEPOST 186, IN R28E T5N, SECTION 13, IN
 RB0642'THE TOP OF A LAVA OUTCROP WHICH PROJECTS ABOUT 3 FEET ABOVE THE
 RB0642'GROUND, 77 1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 6.5 FEET
 RB0642'SOUTH OF A FENCE, 2.7 FEET NORTH OF A WITNESS POST, AND ABOUT LEVEL
 RB0642'WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1029 ***********************************************************************
 QE1029  DESIGNATION -  C 53
 QE1029  PID         -  QE1029
 QE1029  STATE/COUNTY-  OR/LINCOLN
 QE1029  USGS QUAD   -  EDDYVILLE (1984)
 QE1029
 QE1029                         *CURRENT SURVEY CONTROL
 QE1029  ___________________________________________________________________
 QE1029* NAD 83(1986)-  44 40 45.     (N)    123 51 51.     (W)     SCALED    
 QE1029* NAVD 88     -        38.947  (meters)     127.78   (feet)  ADJUSTED  
 QE1029  ___________________________________________________________________
 QE1029  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 QE1029  DYNAMIC HT  -          38.947 (meters)     127.78  (feet)  COMP
 QE1029  MODELED GRAV-     980,611.3   (mgal)                       NAVD 88
 QE1029
 QE1029  VERT ORDER  -  FIRST     CLASS II
 QE1029
 QE1029.The horizontal coordinates were scaled from a topographic map and have
 QE1029.an estimated accuracy of +/- 6 seconds.
 QE1029
 QE1029.The orthometric height was determined by differential leveling
 QE1029.and adjusted in June 1991.
 QE1029
 QE1029.The geoid height was determined by GEOID03.
 QE1029
 QE1029.The dynamic height is computed by dividing the NAVD 88
 QE1029.geopotential number by the normal gravity value computed on the
 QE1029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1029.degrees latitude (g = 980.6199 gals.).
 QE1029
 QE1029.The modeled gravity was interpolated from observed gravity values.
 QE1029
 QE1029;                    North         East    Units  Estimated Accuracy
 QE1029;SPC OR N     -   118,060.    2,233,370.      MT  (+/- 180 meters Scaled)
 QE1029
 QE1029                          SUPERSEDED SURVEY CONTROL
 QE1029
 QE1029  NGVD 29 (??/??/92)   37.936  (m)          124.46   (f) ADJ UNCH    1 2
 QE1029
 QE1029.Superseded values are not recommended for survey control.
 QE1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1029.See file dsdata.txt to determine how the superseded data were derived.
 QE1029
 QE1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ315476(NAD 83)
 QE1029_MARKER: DB = BENCH MARK DISK
 QE1029_SETTING: 0 = UNSPECIFIED SETTING
 QE1029_STAMPING: C 53 1930
 QE1029_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE1029
 QE1029  HISTORY     - Date     Condition        Report By
 QE1029  HISTORY     - 1930     MONUMENTED       CGS
 QE1029  HISTORY     - 1961     MARK NOT FOUND   NGS
 QE1029  HISTORY     - 19860424 MARK NOT FOUND   USPSQD
 QE1029  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 QE1029
 QE1029                          STATION DESCRIPTION
 QE1029
 QE1029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 QE1029'6.9 MI NE FROM TOLEDO.
 QE1029'6.9 MILES NORTHEAST OF THE INTERSECTION OF NORTH MAIN STREET AND U.S.
 QE1029'HIGHWAY 20 AT TOLEDO BY GOING NORTHEAST ON U.S. HIGHWAY 20 FOR 6.9
 QE1029'MILES, THIS IS 1.3 MILES EAST OF PIONEER SERVICE STATION, 38 FEET
 QE1029'SOUTH OF THE CENTER LINE OF THE ROAD, AND 2 FEET NORTH OF A FENCE.
 QE1029'NOTE-- FENCE IS NOW ALONG THE OLD HIGHWAY.
 QE1029
 QE1029                          STATION RECOVERY (1986)
 QE1029
 QE1029'RECOVERY NOTE BY US POWER SQUADRON 1986 (RCC)
 QE1029'MARK NOT FOUND.
 QE1029
 QE1029                          STATION RECOVERY (1990)
 QE1029
 QE1029'RECOVERY NOTE BY US POWER SQUADRON 1990 (KRN)
 QE1029'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0942 ***********************************************************************
 RC0942  DESIGNATION -  C 534
 RC0942  PID         -  RC0942
 RC0942  STATE/COUNTY-  OR/WASCO
 RC0942  USGS QUAD   -  LYLE (1994)
 RC0942
 RC0942                         *CURRENT SURVEY CONTROL
 RC0942  ___________________________________________________________________
 RC0942* NAD 83(1986)-  45 41 46.     (N)    121 21 17.     (W)     SCALED    
 RC0942* NAVD 88     -        70.189  (meters)     230.28   (feet)  ADJUSTED  
 RC0942  ___________________________________________________________________
 RC0942  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 RC0942  DYNAMIC HT  -          70.189 (meters)     230.28  (feet)  COMP
 RC0942  MODELED GRAV-     980,615.8   (mgal)                       NAVD 88
 RC0942
 RC0942  VERT ORDER  -  FIRST     CLASS II
 RC0942
 RC0942.The horizontal coordinates were scaled from a topographic map and have
 RC0942.an estimated accuracy of +/- 6 seconds.
 RC0942
 RC0942.The orthometric height was determined by differential leveling
 RC0942.and adjusted in June 1991.
 RC0942
 RC0942.The geoid height was determined by GEOID03.
 RC0942
 RC0942.The dynamic height is computed by dividing the NAVD 88
 RC0942.geopotential number by the normal gravity value computed on the
 RC0942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0942.degrees latitude (g = 980.6199 gals.).
 RC0942
 RC0942.The modeled gravity was interpolated from observed gravity values.
 RC0942
 RC0942;                    North         East    Units  Estimated Accuracy
 RC0942;SPC OR N     -   225,870.    2,433,430.      MT  (+/- 180 meters Scaled)
 RC0942
 RC0942                          SUPERSEDED SURVEY CONTROL
 RC0942
 RC0942  NGVD 29 (??/??/92)   69.176  (m)          226.95   (f) ADJ UNCH    1 2
 RC0942
 RC0942.Superseded values are not recommended for survey control.
 RC0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0942.See file dsdata.txt to determine how the superseded data were derived.
 RC0942
 RC0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR280616(NAD 83)
 RC0942_MARKER: DD = SURVEY DISK
 RC0942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC0942_SP_SET: CONCRETE POST
 RC0942_STAMPING: C 534 1954
 RC0942_MARK LOGO: ORHD  
 RC0942_PROJECTION: FLUSH
 RC0942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0942+STABILITY: SURFACE MOTION
 RC0942
 RC0942  HISTORY     - Date     Condition        Report By
 RC0942  HISTORY     - 1954     MONUMENTED       ORDT
 RC0942  HISTORY     - 1957     GOOD             NGS
 RC0942  HISTORY     - 1987     GOOD             USPSQD
 RC0942  HISTORY     - 1987     GOOD             NGS
 RC0942  HISTORY     - 1989     GOOD             USPSQD
 RC0942
 RC0942                          STATION DESCRIPTION
 RC0942
 RC0942'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 RC0942'2.3 MI E FROM MOSIER.
 RC0942'2.3 MILES EAST ALONG U.S. HIGHWAY 30 FROM THE WEST END OF THE CONCRETE
 RC0942'HIGHWAY BRIDGE OVER MOSIER CREEK AT MOSIER, IN T 3 N - R 12 E, AT Y
 RC0942'JUNCTION OF A GRAVELED ROAD LEADING SOUTHWEST, 49.3 FEET SOUTH OF THE
 RC0942'CENTER LINE OF THE HIGHWAY, 40 FEET EAST OF THE CENTER LINE OF THE
 RC0942'GRAVEL ROAD, 0.9 FEET EAST OF A WITNESS POST, ABOUT 2 FEET HIGHER THAN
 RC0942'THE HIGHWAY AND SET IN A CONCRETE POST PROJECTING 0.2 FOOT.
 RC0942
 RC0942                          STATION RECOVERY (1987)
 RC0942
 RC0942'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWE)
 RC0942'RECOVERED IN GOOD CONDITION.
 RC0942
 RC0942                          STATION RECOVERY (1987)
 RC0942
 RC0942'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RC0942'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.7 KM
 RC0942'(2.30 MI) EAST ALONG INTERSTATE HIGHWAY 84 FROM THE BRIDGE OVER MOSIER
 RC0942'CREEK IN MOSIER, 15.51 M (50.9 FT) SOUTH OF THE EASTBOUND HIGHWAY
 RC0942'CENTERLINE.
 RC0942'THE MARK IS 0.27 METERS  W FROM  A WITNESS POST
 RC0942'THE MARK IS 0.8 M ABOVE THE HIGHWAY.
 RC0942
 RC0942                          STATION RECOVERY (1989)
 RC0942
 RC0942'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RC0942'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0605 ***********************************************************************
 QE0605  DESIGNATION -  C 54
 QE0605  PID         -  QE0605
 QE0605  STATE/COUNTY-  OR/BENTON
 QE0605  USGS QUAD   -  WREN (1984)
 QE0605
 QE0605                         *CURRENT SURVEY CONTROL
 QE0605  ___________________________________________________________________
 QE0605* NAD 83(1986)-  44 36 16.     (N)    123 27 11.     (W)     SCALED    
 QE0605* NAVD 88     -       178.750  (meters)     586.45   (feet)  ADJUSTED  
 QE0605  ___________________________________________________________________
 QE0605  GEOID HEIGHT-         -22.09  (meters)                     GEOID03
 QE0605  DYNAMIC HT  -         178.742 (meters)     586.42  (feet)  COMP
 QE0605  MODELED GRAV-     980,566.7   (mgal)                       NAVD 88
 QE0605
 QE0605  VERT ORDER  -  FIRST     CLASS II
 QE0605
 QE0605.The horizontal coordinates were scaled from a topographic map and have
 QE0605.an estimated accuracy of +/- 6 seconds.
 QE0605
 QE0605.The orthometric height was determined by differential leveling
 QE0605.and adjusted in June 1991.
 QE0605
 QE0605.The geoid height was determined by GEOID03.
 QE0605
 QE0605.The dynamic height is computed by dividing the NAVD 88
 QE0605.geopotential number by the normal gravity value computed on the
 QE0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0605.degrees latitude (g = 980.6199 gals.).
 QE0605
 QE0605.The modeled gravity was interpolated from observed gravity values.
 QE0605
 QE0605;                    North         East    Units  Estimated Accuracy
 QE0605;SPC OR N     -   108,490.    2,265,630.      MT  (+/- 180 meters Scaled)
 QE0605
 QE0605                          SUPERSEDED SURVEY CONTROL
 QE0605
 QE0605  NGVD 29 (??/??/92)  177.742  (m)          583.14   (f) ADJ UNCH    1 2
 QE0605
 QE0605.Superseded values are not recommended for survey control.
 QE0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0605.See file dsdata.txt to determine how the superseded data were derived.
 QE0605
 QE0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ640391(NAD 83)
 QE0605_MARKER: DD = SURVEY DISK
 QE0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0605_STAMPING: C 54 1930
 QE0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0605+STABILITY: SURFACE MOTION
 QE0605
 QE0605  HISTORY     - Date     Condition        Report By
 QE0605  HISTORY     - 1930     MONUMENTED       ORHD
 QE0605  HISTORY     - 1961     GOOD             NGS
 QE0605  HISTORY     - 1987     MARK NOT FOUND   NGS
 QE0605
 QE0605                          STATION DESCRIPTION
 QE0605
 QE0605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 QE0605'1.9 MI NW FROM WREN.
 QE0605'REACHED FROM THE JUNCTION OF STATE HIGHWAY 223 AND U.S. HIGHWAY 20,
 QE0605'THIS JUNCTION IS AT THE NORTHWEST EDGE OF WREN, GO NORTHWEST ON U.S.
 QE0605'HIGHWAY 20 FOR 1.9 MILES, BENCH MARK IS 37 FEET WEST OF THE CENTER OF
 QE0605'THE HIGHWAY, DIRECTLY ACROSS THE HIGHWAY FROM A GRAVELED ROAD GOING
 QE0605'DOWN GRADE, DISK IS SET IN TOP OF A CONCRETE POST PROJECTING ABOUT 5
 QE0605'INCHES.
 QE0605
 QE0605                          STATION RECOVERY (1987)
 QE0605
 QE0605'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE0605'THE HIGHWAY HAS BEEN WIDEN AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0663 ***********************************************************************
 RC0663  DESIGNATION -  C 543
 RC0663  PID         -  RC0663
 RC0663  STATE/COUNTY-  OR/WASCO
 RC0663  USGS QUAD   -  WISHRAM (1994)
 RC0663
 RC0663                         *CURRENT SURVEY CONTROL
 RC0663  ___________________________________________________________________
 RC0663* NAD 83(1986)-  45 38 01.     (N)    120 54 54.     (W)     SCALED    
 RC0663* NAVD 88     -        57.639  (meters)     189.10   (feet)  ADJUSTED  
 RC0663  ___________________________________________________________________
 RC0663  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 RC0663  DYNAMIC HT  -          57.638 (meters)     189.10  (feet)  COMP
 RC0663  MODELED GRAV-     980,597.3   (mgal)                       NAVD 88
 RC0663
 RC0663  VERT ORDER  -  FIRST     CLASS I
 RC0663
 RC0663.The horizontal coordinates were scaled from a topographic map and have
 RC0663.an estimated accuracy of +/- 6 seconds.
 RC0663
 RC0663.The orthometric height was determined by differential leveling
 RC0663.and adjusted in June 1991.
 RC0663
 RC0663.Photographs are available for this station.
 RC0663
 RC0663.The geoid height was determined by GEOID03.
 RC0663
 RC0663.The dynamic height is computed by dividing the NAVD 88
 RC0663.geopotential number by the normal gravity value computed on the
 RC0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0663.degrees latitude (g = 980.6199 gals.).
 RC0663
 RC0663.The modeled gravity was interpolated from observed gravity values.
 RC0663
 RC0663;                    North         East    Units  Estimated Accuracy
 RC0663;SPC OR N     -   218,660.    2,467,640.      MT  (+/- 180 meters Scaled)
 RC0663
 RC0663                          SUPERSEDED SURVEY CONTROL
 RC0663
 RC0663  NGVD 29 (??/??/92)   56.646  (m)          185.85   (f) ADJ UNCH    1 1
 RC0663
 RC0663.Superseded values are not recommended for survey control.
 RC0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0663.See file dsdata.txt to determine how the superseded data were derived.
 RC0663
 RC0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR625554(NAD 83)
 RC0663_MARKER: DD = SURVEY DISK
 RC0663_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RC0663_SP_SET: BRIDGE CURB
 RC0663_STAMPING: C 543 1956
 RC0663_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC0663_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RC0663+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2007
 RC0663
 RC0663  HISTORY     - Date     Condition        Report By
 RC0663  HISTORY     - 1956     MONUMENTED       ORDT
 RC0663  HISTORY     - 1968     GOOD             NGS
 RC0663  HISTORY     - 20070519 GOOD             GEOCAC
 RC0663
 RC0663                          STATION DESCRIPTION
 RC0663
 RC0663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RC0663'9.65 MI SW FROM RUFUS.
 RC0663'7.75 MILES SOUTHWEST ALONG FORMER U.S. HIGHWAY 30 FROM THE POST OFFICE
 RC0663'AT RUFUS, THENCE 1.9 MILES SOUTHWEST ALONG STATE HIGHWAY 206, AT
 RC0663'WASCO-SHERMAN COUNTY LINE, IN R15E T2N, SECTION 26, IN THE TOP AND 3.0
 RC0663'FEET EAST OF THE WEST END OF THE SOUTH CONCRETE CURB OF A CONCRETE
 RC0663'BRIDGE OVER DESCHUTES RIVER, 17 FEET SOUTH OF THE FENTER LINE OF THE
 RC0663'HIGHWAY, 2.0 FEET NORTH OF A WITNESS POST, AND ABOUT 1 FOOT HIGHER
 RC0663'THAN THE HIGHWAY.
 RC0663
 RC0663                          STATION RECOVERY (2007)
 RC0663
 RC0663'RECOVERY NOTE BY GEOCACHING 2007 (ADS)
 RC0663'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1977 ***********************************************************************
 RC1977  DESIGNATION -  C 545
 RC1977  PID         -  RC1977
 RC1977  STATE/COUNTY-  OR/SHERMAN
 RC1977  USGS QUAD   -  ERSKINE (1962)
 RC1977
 RC1977                         *CURRENT SURVEY CONTROL
 RC1977  ___________________________________________________________________
 RC1977* NAD 83(1986)-  45 24 43.     (N)    120 47 01.     (W)     SCALED    
 RC1977* NAVD 88     -       705.392  (meters)    2314.27   (feet)  ADJUSTED  
 RC1977  ___________________________________________________________________
 RC1977  GEOID HEIGHT-         -21.10  (meters)                     GEOID03
 RC1977  DYNAMIC HT  -         705.288 (meters)    2313.93  (feet)  COMP
 RC1977  MODELED GRAV-     980,444.6   (mgal)                       NAVD 88
 RC1977
 RC1977  VERT ORDER  -  FIRST     CLASS II
 RC1977
 RC1977.The horizontal coordinates were scaled from a topographic map and have
 RC1977.an estimated accuracy of +/- 6 seconds.
 RC1977
 RC1977.The orthometric height was determined by differential leveling
 RC1977.and adjusted in June 1991.
 RC1977
 RC1977.The geoid height was determined by GEOID03.
 RC1977
 RC1977.The dynamic height is computed by dividing the NAVD 88
 RC1977.geopotential number by the normal gravity value computed on the
 RC1977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1977.degrees latitude (g = 980.6199 gals.).
 RC1977
 RC1977.The modeled gravity was interpolated from observed gravity values.
 RC1977
 RC1977;                    North         East    Units  Estimated Accuracy
 RC1977;SPC OR N     -   193,980.    2,477,800.      MT  (+/- 180 meters Scaled)
 RC1977
 RC1977                          SUPERSEDED SURVEY CONTROL
 RC1977
 RC1977.No superseded survey control is available for this station.
 RC1977
 RC1977_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR734311(NAD 83)
 RC1977_MARKER: DD = SURVEY DISK
 RC1977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC1977_SP_SET: CONCRETE POST
 RC1977_STAMPING: C 545
 RC1977_MARK LOGO: ORDT  
 RC1977_PROJECTION: FLUSH
 RC1977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1977+STABILITY: SURFACE MOTION
 RC1977
 RC1977  HISTORY     - Date     Condition        Report By
 RC1977  HISTORY     - UNK      MONUMENTED       ORDT
 RC1977  HISTORY     - 1987     GOOD             NGS
 RC1977
 RC1977                          STATION DESCRIPTION
 RC1977
 RC1977'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 RC1977'6.3 KM (3.90 MI) NORTH FROM MORO.
 RC1977'6.3 KM (3.90 MI) NORTH ALONG US HIGHWAY 97 FROM THE POST OFFICE IN
 RC1977'GRASS VALLEY, 15.54 M (51.0 FT) WEST OF THE CENTERLINE OF THE
 RC1977'HIGHWAY, 2.74 M (9.0 FT) EAST OF A FENCE.
 RC1977'THE MARK IS 0.30 METERS  S FROM  A WITNESS POST
 RC1977'THE MARK IS 0.91 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0466 ***********************************************************************
 NY0466  DESIGNATION -  C 546
 NY0466  PID         -  NY0466
 NY0466  STATE/COUNTY-  OR/KLAMATH
 NY0466  USGS QUAD   -  WOCUS (1985)
 NY0466
 NY0466                         *CURRENT SURVEY CONTROL
 NY0466  ___________________________________________________________________
 NY0466* NAD 83(1986)-  42 20 40.     (N)    121 49 45.     (W)     SCALED    
 NY0466* NAVD 88     -      1266.814  (meters)    4156.21   (feet)  ADJUSTED  
 NY0466  ___________________________________________________________________
 NY0466  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 NY0466  DYNAMIC HT  -        1266.061 (meters)    4153.74  (feet)  COMP
 NY0466  MODELED GRAV-     979,983.4   (mgal)                       NAVD 88
 NY0466
 NY0466  VERT ORDER  -  FIRST     CLASS II
 NY0466
 NY0466.The horizontal coordinates were scaled from a topographic map and have
 NY0466.an estimated accuracy of +/- 6 seconds.
 NY0466
 NY0466.The orthometric height was determined by differential leveling
 NY0466.and adjusted in June 1991.
 NY0466
 NY0466.The geoid height was determined by GEOID03.
 NY0466
 NY0466.The dynamic height is computed by dividing the NAVD 88
 NY0466.geopotential number by the normal gravity value computed on the
 NY0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0466.degrees latitude (g = 980.6199 gals.).
 NY0466
 NY0466.The modeled gravity was interpolated from observed gravity values.
 NY0466
 NY0466;                    North         East    Units  Estimated Accuracy
 NY0466;SPC OR S     -    76,160.    1,390,480.      MT  (+/- 180 meters Scaled)
 NY0466
 NY0466                          SUPERSEDED SURVEY CONTROL
 NY0466
 NY0466  NGVD 29 (??/??/92) 1265.705  (m)         4152.57   (f) ADJ UNCH    1 2
 NY0466
 NY0466.Superseded values are not recommended for survey control.
 NY0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0466.See file dsdata.txt to determine how the superseded data were derived.
 NY0466
 NY0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM964886(NAD 83)
 NY0466_MARKER: DB = BENCH MARK DISK
 NY0466_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 NY0466_SP_SET: FOUNDATION
 NY0466_STAMPING: C 546 1954
 NY0466_MARK LOGO: CGS   
 NY0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0466+STABILITY: SURFACE MOTION
 NY0466_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NY0466+SATELLITE: SATELLITE OBSERVATIONS - June 29, 1988
 NY0466
 NY0466  HISTORY     - Date     Condition        Report By
 NY0466  HISTORY     - 1954     MONUMENTED       CGS
 NY0466  HISTORY     - 19880629 GOOD             NGS
 NY0466
 NY0466                          STATION DESCRIPTION
 NY0466
 NY0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NY0466'9.7 MI N FROM KLAMATH FALLS.
 NY0466'9.7 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 NY0466'STATION AT KLAMATH FALLS, 0.15 MILE SOUTH OF MILEPOLE 439, 0.15 MILE
 NY0466'SOUTH OF THE STATION SIGN AT ALGOMA, AT TWO GRAIN STORAGE TANKS, AT A
 NY0466'TRUCK UNLOADING CHUTE, IN THE TOP OF THE NORTHWEST CORNER OF A
 NY0466'CONCRETE FRAME, 8.7 FEET EAST OF THE EAST RAIL OF THE EAST TRACK, 3.7
 NY0466'FEET NORTH OF THE NORTH ONE OF TWO 3-INCH IRON PIPES SUPPORTING THE
 NY0466'TRAIN LOADING TUBE, AND ABOUT LEVEL WITH THE TRACK.
 NY0466
 NY0466                          STATION RECOVERY (1988)
 NY0466
 NY0466'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 NY0466'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0413 ***********************************************************************
 NY0413  DESIGNATION -  C 547
 NY0413  PID         -  NY0413
 NY0413  STATE/COUNTY-  OR/KLAMATH
 NY0413  USGS QUAD   -  HAMAKER MTN (1986)
 NY0413
 NY0413                         *CURRENT SURVEY CONTROL
 NY0413  ___________________________________________________________________
 NY0413* NAD 83(1986)-  42 00 54.     (N)    121 53 38.     (W)     SCALED    
 NY0413* NAVD 88     -      1273.681  (meters)    4178.74   (feet)  ADJUSTED  
 NY0413  ___________________________________________________________________
 NY0413  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 NY0413  DYNAMIC HT  -        1272.890 (meters)    4176.14  (feet)  COMP
 NY0413  MODELED GRAV-     979,957.3   (mgal)                       NAVD 88
 NY0413
 NY0413  VERT ORDER  -  FIRST     CLASS II
 NY0413
 NY0413.The horizontal coordinates were scaled from a topographic map and have
 NY0413.an estimated accuracy of +/- 6 seconds.
 NY0413
 NY0413.The orthometric height was determined by differential leveling
 NY0413.and adjusted in June 1991.
 NY0413
 NY0413.The geoid height was determined by GEOID03.
 NY0413
 NY0413.The dynamic height is computed by dividing the NAVD 88
 NY0413.geopotential number by the normal gravity value computed on the
 NY0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0413.degrees latitude (g = 980.6199 gals.).
 NY0413
 NY0413.The modeled gravity was interpolated from observed gravity values.
 NY0413
 NY0413;                    North         East    Units  Estimated Accuracy
 NY0413;SPC OR S     -    39,660.    1,384,540.      MT  (+/- 180 meters Scaled)
 NY0413
 NY0413                          SUPERSEDED SURVEY CONTROL
 NY0413
 NY0413  NGVD 29 (??/??/92) 1272.563  (m)         4175.07   (f) ADJ UNCH    1 2
 NY0413
 NY0413.Superseded values are not recommended for survey control.
 NY0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0413.See file dsdata.txt to determine how the superseded data were derived.
 NY0413
 NY0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM915520(NAD 83)
 NY0413_MARKER: DB = BENCH MARK DISK
 NY0413_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NY0413_SP_SET: CULVERT
 NY0413_STAMPING: C 547 1954
 NY0413_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NY0413
 NY0413  HISTORY     - Date     Condition        Report By
 NY0413  HISTORY     - 1954     MONUMENTED       CGS
 NY0413  HISTORY     - 1967     GOOD             NGS
 NY0413
 NY0413                          STATION DESCRIPTION
 NY0413
 NY0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NY0413'17.6 MI S FROM KLAMATH FALLS.
 NY0413'17.6 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 NY0413'STATION AT KLAMATH FALLS, 5.0 MILES NORTHEAST OF DORRIS, CALIFORNIA,
 NY0413'0.8 MILE NORTH OF THE CALIFORNIA-OREGON STATE LINE, 2-1/3 POLES NORTH
 NY0413'OF MILEPOLE 412, AT CULVERT 412.00, IN THE TOP OF THE SOUTH END OF THE
 NY0413'WEST HEAD WALL, 15.6 FEET WEST OF THE WEST RAIL, AND ABOUT 7 FEET
 NY0413'LOWER THAN THE TRACK.
 NY0413
 NY0413                          STATION RECOVERY (1967)
 NY0413
 NY0413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 NY0413'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0149 ***********************************************************************
 NZ0149  DESIGNATION -  C 548
 NZ0149  PID         -  NZ0149
 NZ0149  STATE/COUNTY-  OR/JACKSON
 NZ0149  USGS QUAD   -  MT ASHLAND (1983)
 NZ0149
 NZ0149                         *CURRENT SURVEY CONTROL
 NZ0149  ___________________________________________________________________
 NZ0149* NAD 83(1986)-  42 03 10.     (N)    122 39 05.     (W)     SCALED    
 NZ0149* NAVD 88     -      1134.282  (meters)    3721.39   (feet)  POSTED    
 NZ0149  ___________________________________________________________________
 NZ0149  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 NZ0149  DYNAMIC HT  -        1133.630 (meters)    3719.25  (feet)  COMP
 NZ0149  MODELED GRAV-     980,011.7   (mgal)                       NAVD 88
 NZ0149
 NZ0149  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 NZ0149
 NZ0149.The horizontal coordinates were scaled from a topographic map and have
 NZ0149.an estimated accuracy of +/- 6 seconds.
 NZ0149
 NZ0149.The orthometric height was determined by differential leveling
 NZ0149.and adjusted by the  in 1992.
 NZ0149.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 NZ0149.rate of 3.1 thru 4.0 mm/km.
 NZ0149
 NZ0149.The geoid height was determined by GEOID03.
 NZ0149
 NZ0149.The dynamic height is computed by dividing the NAVD 88
 NZ0149.geopotential number by the normal gravity value computed on the
 NZ0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0149.degrees latitude (g = 980.6199 gals.).
 NZ0149
 NZ0149.The modeled gravity was interpolated from observed gravity values.
 NZ0149
 NZ0149;                    North         East    Units  Estimated Accuracy
 NZ0149;SPC OR S     -    45,180.    1,321,910.      MT  (+/- 180 meters Scaled)
 NZ0149
 NZ0149                          SUPERSEDED SURVEY CONTROL
 NZ0149
 NZ0149  NGVD 29 (??/??/92) 1133.168  (m)         3717.74   (f) ADJ UNCH    1 2
 NZ0149
 NZ0149.Superseded values are not recommended for survey control.
 NZ0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0149.See file dsdata.txt to determine how the superseded data were derived.
 NZ0149
 NZ0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM288556(NAD 83)
 NZ0149_MARKER: DB = BENCH MARK DISK
 NZ0149_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NZ0149_SP_SET: CULVERT
 NZ0149_STAMPING: C 548 1954
 NZ0149_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0149
 NZ0149  HISTORY     - Date     Condition        Report By
 NZ0149  HISTORY     - 1954     MONUMENTED       CGS
 NZ0149
 NZ0149                          STATION DESCRIPTION
 NZ0149
 NZ0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NZ0149'3.0 MI SW FROM SISKIYOU.
 NZ0149'3.0 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 NZ0149'THE STATION AT SISKIYOU, AT ROAD CROSSING 409.1, AT COLESTIN, 0.1 MILE
 NZ0149'NORTH OF MILEPOLE 409, AT A CULVERT, IN THE TOP OF THE CENTER OF THE
 NZ0149'WEST CONCRETE HEAD WALL, 30 1/2 FEET NORTH OF THE CENTER LINE OF THE
 NZ0149'ROAD, 6.3 FEET WEST OF THE WEST RAIL, AND ABOUT 1 FOOT LOWER THAN THE
 NZ0149'TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0202 ***********************************************************************
 NZ0202  DESIGNATION -  C 549
 NZ0202  PID         -  NZ0202
 NZ0202  STATE/COUNTY-  OR/JACKSON
 NZ0202  USGS QUAD   -  MEDFORD EAST (1983)
 NZ0202
 NZ0202                         *CURRENT SURVEY CONTROL
 NZ0202  ___________________________________________________________________
 NZ0202* NAD 83(1986)-  42 17 33.     (N)    122 50 30.     (W)     SCALED    
 NZ0202* NAVD 88     -       442.072  (meters)    1450.36   (feet)  ADJUSTED  
 NZ0202  ___________________________________________________________________
 NZ0202  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 NZ0202  DYNAMIC HT  -         441.892 (meters)    1449.77  (feet)  COMP
 NZ0202  MODELED GRAV-     980,202.8   (mgal)                       NAVD 88
 NZ0202
 NZ0202  VERT ORDER  -  FIRST     CLASS II
 NZ0202
 NZ0202.The horizontal coordinates were scaled from a topographic map and have
 NZ0202.an estimated accuracy of +/- 6 seconds.
 NZ0202
 NZ0202.The orthometric height was determined by differential leveling
 NZ0202.and adjusted in June 1991.
 NZ0202.WARNING-Repeat measurements at this control monument indicate possible
 NZ0202.vertical movement.
 NZ0202
 NZ0202.The geoid height was determined by GEOID03.
 NZ0202
 NZ0202.The dynamic height is computed by dividing the NAVD 88
 NZ0202.geopotential number by the normal gravity value computed on the
 NZ0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0202.degrees latitude (g = 980.6199 gals.).
 NZ0202
 NZ0202.The modeled gravity was interpolated from observed gravity values.
 NZ0202
 NZ0202;                    North         East    Units  Estimated Accuracy
 NZ0202;SPC OR S     -    72,220.    1,306,910.      MT  (+/- 180 meters Scaled)
 NZ0202
 NZ0202                          SUPERSEDED SURVEY CONTROL
 NZ0202
 NZ0202  NGVD 29 (??/??/92)  441.038  (m)         1446.97   (f) ADJ UNCH    1 2
 NZ0202
 NZ0202.Superseded values are not recommended for survey control.
 NZ0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0202.See file dsdata.txt to determine how the superseded data were derived.
 NZ0202
 NZ0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM130822(NAD 83)
 NZ0202_MARKER: DB = BENCH MARK DISK
 NZ0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ0202_SP_SET: CONCRETE POST
 NZ0202_STAMPING: C 549 1954
 NZ0202_MARK LOGO: CGS   
 NZ0202_PROJECTION: PROJECTING 6 CENTIMETERS
 NZ0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0202+STABILITY: SURFACE MOTION
 NZ0202
 NZ0202  HISTORY     - Date     Condition        Report By
 NZ0202  HISTORY     - 1954     MONUMENTED       CGS
 NZ0202  HISTORY     - 1961     GOOD             NGS
 NZ0202  HISTORY     - 1987     GOOD             NGS
 NZ0202
 NZ0202                          STATION DESCRIPTION
 NZ0202
 NZ0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NZ0202'1.8 MI NW FROM PHOENIX.
 NZ0202'1.8 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 NZ0202'THE CROSSING OF FIRST STREET AT PHOENIX, 2.8 MILES SOUTHEAST OF
 NZ0202'MEDFORD, ABOUT 2 3/4 POLES SOUTHEAST OF AND ACROSS A PAVED ROAD FROM
 NZ0202'MILEPOLE 439, AT THE CROSSING OF A PAVED ROAD (CROSSING C 438.9), AT
 NZ0202'THE NORTHWEST END OF VOORHIES SIDING, 34.6 FEET NORTHEAST OF THE
 NZ0202'NORTHEAST RAIL, 30 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 4
 NZ0202'1/2 FEET EAST OF A POWER LINE POLE, 2.0 FEET WEST OF THE WEST CORNER
 NZ0202'OF A STEEL WIRE FENCE AROUND ORCHARD PARK COLD STORAGE PLANT, 1.5 FEET
 NZ0202'NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND SET IN THE
 NZ0202'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 NZ0202
 NZ0202                          STATION RECOVERY (1961)
 NZ0202
 NZ0202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 NZ0202'RECOVERED IN GOOD CONDITION.
 NZ0202
 NZ0202                          STATION RECOVERY (1987)
 NZ0202
 NZ0202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 NZ0202'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  3.0 KM
 NZ0202'(1.85 MI) NORTHWESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 NZ0202'JUNCTION OF FIRST STREET IN PHOENIX, OR 4.7 KM (2.90 MI)
 NZ0202'SOUTHEASTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION IN
 NZ0202'MEDFORD, AT THE NORTHWEST END OF VOORHIES SIDING, 10.5 M (34.4 FT)
 NZ0202'NORTHEAST OF THE NEAR RAIL, 9.1 M (29.9 FT) SOUTHWEST OF THE
 NZ0202'CENTERLINE OF A PAVED ROAD, 0.6 M (2.0 FT) WEST OF THE WEST CORNER OF
 NZ0202'A CHAIN LINK FENCE, AND 0.45 M (1.5 FT) NORTH OF A WOODEN WITNESS
 NZ0202'POST.
 NZ0202'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0517 ***********************************************************************
 NZ0517  DESIGNATION -  C 550
 NZ0517  PID         -  NZ0517
 NZ0517  STATE/COUNTY-  OR/JACKSON
 NZ0517  USGS QUAD   -  ROGUE RIVER (1983)
 NZ0517
 NZ0517                         *CURRENT SURVEY CONTROL
 NZ0517  ___________________________________________________________________
 NZ0517* NAD 83(1986)-  42 25 29.     (N)    123 11 34.     (W)     SCALED    
 NZ0517* NAVD 88     -       303.128  (meters)     994.51   (feet)  ADJUSTED  
 NZ0517  ___________________________________________________________________
 NZ0517  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 NZ0517  DYNAMIC HT  -         303.025 (meters)     994.17  (feet)  COMP
 NZ0517  MODELED GRAV-     980,275.3   (mgal)                       NAVD 88
 NZ0517
 NZ0517  VERT ORDER  -  FIRST     CLASS II
 NZ0517
 NZ0517.The horizontal coordinates were scaled from a topographic map and have
 NZ0517.an estimated accuracy of +/- 6 seconds.
 NZ0517
 NZ0517.The orthometric height was determined by differential leveling
 NZ0517.and adjusted in June 1991.
 NZ0517
 NZ0517.The geoid height was determined by GEOID03.
 NZ0517
 NZ0517.The dynamic height is computed by dividing the NAVD 88
 NZ0517.geopotential number by the normal gravity value computed on the
 NZ0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0517.degrees latitude (g = 980.6199 gals.).
 NZ0517
 NZ0517.The modeled gravity was interpolated from observed gravity values.
 NZ0517
 NZ0517;                    North         East    Units  Estimated Accuracy
 NZ0517;SPC OR S     -    87,770.    1,278,430.      MT  (+/- 180 meters Scaled)
 NZ0517
 NZ0517                          SUPERSEDED SURVEY CONTROL
 NZ0517
 NZ0517  NGVD 29 (??/??/92)  302.133  (m)          991.25   (f) ADJ UNCH    1 2
 NZ0517
 NZ0517.Superseded values are not recommended for survey control.
 NZ0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0517.See file dsdata.txt to determine how the superseded data were derived.
 NZ0517
 NZ0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM841969(NAD 83)
 NZ0517_MARKER: DB = BENCH MARK DISK
 NZ0517_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NZ0517_SP_SET: HEADWALL
 NZ0517_STAMPING: C 550 1954
 NZ0517_MARK LOGO: CGS   
 NZ0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0517+STABILITY: SURFACE MOTION
 NZ0517
 NZ0517  HISTORY     - Date     Condition        Report By
 NZ0517  HISTORY     - 1954     MONUMENTED       CGS
 NZ0517  HISTORY     - 1987     GOOD             NGS
 NZ0517
 NZ0517                          STATION DESCRIPTION
 NZ0517
 NZ0517'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NZ0517'1.3 MI SW FROM ROGUE RIVER.
 NZ0517'1.3 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM A
 NZ0517'SMALL MAIL BUILDING (FORMER STATION) AT ROGUE RIVER, ABOUT 0.4 MILE
 NZ0517'SOUTHWEST OF MILEPOLE 466, ABOUT 0.05 MILE SOUTHWEST OF A RAILROAD (X)
 NZ0517'SIGN, AT A 10-INCH CORRUGATED METAL PIPE CULVERT, IN THE TOP OF THE
 NZ0517'CENTER OF THE NORTHWEST CONCRETE HEAD WALL, 12.2 FEET NORTHWEST OF THE
 NZ0517'NORTHWEST RAIL, AND ABOUT 3 FEET LOWER THAN THE TRACK.
 NZ0517
 NZ0517                          STATION RECOVERY (1987)
 NZ0517
 NZ0517'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 NZ0517'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  2.3 KM
 NZ0517'(1.45 MI) WESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 NZ0517'JUNCTION OF DEPOT STREET IN ROGUE RIVER.  ADD--34.0 M (111.5 FT)
 NZ0517'SOUTHWEST OF RAILROAD SIGNAL NUMBER 4664.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0386 ***********************************************************************
 NZ0386  DESIGNATION -  C 551
 NZ0386  PID         -  NZ0386
 NZ0386  STATE/COUNTY-  OR/JOSEPHINE
 NZ0386  USGS QUAD   -  MERLIN (1986)
 NZ0386
 NZ0386                         *CURRENT SURVEY CONTROL
 NZ0386  ___________________________________________________________________
 NZ0386* NAD 83(1986)-  42 36 12.     (N)    123 26 02.     (W)     SCALED    
 NZ0386* NAVD 88     -       451.714  (meters)    1482.00   (feet)  ADJUSTED  
 NZ0386  ___________________________________________________________________
 NZ0386  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 NZ0386  DYNAMIC HT  -         451.561 (meters)    1481.50  (feet)  COMP
 NZ0386  MODELED GRAV-     980,268.8   (mgal)                       NAVD 88
 NZ0386
 NZ0386  VERT ORDER  -  FIRST     CLASS II
 NZ0386
 NZ0386.The horizontal coordinates were scaled from a topographic map and have
 NZ0386.an estimated accuracy of +/- 6 seconds.
 NZ0386
 NZ0386.The orthometric height was determined by differential leveling
 NZ0386.and adjusted in June 1991.
 NZ0386
 NZ0386.The geoid height was determined by GEOID03.
 NZ0386
 NZ0386.The dynamic height is computed by dividing the NAVD 88
 NZ0386.geopotential number by the normal gravity value computed on the
 NZ0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0386.degrees latitude (g = 980.6199 gals.).
 NZ0386
 NZ0386.The modeled gravity was interpolated from observed gravity values.
 NZ0386
 NZ0386;                    North         East    Units  Estimated Accuracy
 NZ0386;SPC OR S     -   108,270.    1,259,300.      MT  (+/- 180 meters Scaled)
 NZ0386
 NZ0386                          SUPERSEDED SURVEY CONTROL
 NZ0386
 NZ0386  NGVD 29 (??/??/92)  450.689  (m)         1478.64   (f) ADJ UNCH    1 2
 NZ0386
 NZ0386.Superseded values are not recommended for survey control.
 NZ0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0386.See file dsdata.txt to determine how the superseded data were derived.
 NZ0386
 NZ0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN644168(NAD 83)
 NZ0386_MARKER: DB = BENCH MARK DISK
 NZ0386_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NZ0386_SP_SET: CULVERT
 NZ0386_STAMPING: C 551 1954
 NZ0386_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0386
 NZ0386  HISTORY     - Date     Condition        Report By
 NZ0386  HISTORY     - 1954     MONUMENTED       CGS
 NZ0386  HISTORY     - 1980     GOOD             LOCSUR
 NZ0386
 NZ0386                          STATION DESCRIPTION
 NZ0386
 NZ0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NZ0386'3.9 MI NW FROM HUGO.
 NZ0386'3.9 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 NZ0386'THE STATION AT HUGO, ABOUT 0.25 MILE NORTH OF THE NORTH END OF TUNNEL
 NZ0386'9, AT 24-INCH CORRUGATED METAL PIPE CULVERT 491.24, IN THE TOP OF THE
 NZ0386'NORTHWEST END OF THE SOUTHWEST CONCRETE HEAD WALL, 13.7 FEET SOUTHWEST
 NZ0386'OF THE SOUTHWEST RAIL, AND ABOUT 3 1/2 FEET LOWER THAN THE TRACK.
 NZ0386
 NZ0386                          STATION RECOVERY (1980)
 NZ0386
 NZ0386'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 NZ0386'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0780 ***********************************************************************
 NZ0780  DESIGNATION -  C 552
 NZ0780  PID         -  NZ0780
 NZ0780  STATE/COUNTY-  OR/DOUGLAS
 NZ0780  USGS QUAD   -  RABBIT MOUNTAIN (1990)
 NZ0780
 NZ0780                         *CURRENT SURVEY CONTROL
 NZ0780  ___________________________________________________________________
 NZ0780* NAD 83(1986)-  42 46 58.     (N)    123 34 39.     (W)     SCALED    
 NZ0780* NAVD 88     -       345.497  (meters)    1133.52   (feet)  ADJUSTED  
 NZ0780  ___________________________________________________________________
 NZ0780  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 NZ0780  DYNAMIC HT  -         345.376 (meters)    1133.12  (feet)  COMP
 NZ0780  MODELED GRAV-     980,261.8   (mgal)                       NAVD 88
 NZ0780
 NZ0780  VERT ORDER  -  FIRST     CLASS II
 NZ0780
 NZ0780.The horizontal coordinates were scaled from a topographic map and have
 NZ0780.an estimated accuracy of +/- 6 seconds.
 NZ0780
 NZ0780.The orthometric height was determined by differential leveling
 NZ0780.and adjusted in June 1991.
 NZ0780
 NZ0780.The geoid height was determined by GEOID03.
 NZ0780
 NZ0780.The dynamic height is computed by dividing the NAVD 88
 NZ0780.geopotential number by the normal gravity value computed on the
 NZ0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0780.degrees latitude (g = 980.6199 gals.).
 NZ0780
 NZ0780.The modeled gravity was interpolated from observed gravity values.
 NZ0780
 NZ0780;                    North         East    Units  Estimated Accuracy
 NZ0780;SPC OR S     -   128,610.    1,248,250.      MT  (+/- 180 meters Scaled)
 NZ0780
 NZ0780                          SUPERSEDED SURVEY CONTROL
 NZ0780
 NZ0780  NGVD 29 (??/??/92)  344.450  (m)         1130.08   (f) ADJ UNCH    1 2
 NZ0780
 NZ0780.Superseded values are not recommended for survey control.
 NZ0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0780.See file dsdata.txt to determine how the superseded data were derived.
 NZ0780
 NZ0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN527368(NAD 83)
 NZ0780_MARKER: DB = BENCH MARK DISK
 NZ0780_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NZ0780_SP_SET: BRIDGE
 NZ0780_STAMPING: C 552 1954
 NZ0780_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NZ0780
 NZ0780  HISTORY     - Date     Condition        Report By
 NZ0780  HISTORY     - 1954     MONUMENTED       CGS
 NZ0780
 NZ0780                          STATION DESCRIPTION
 NZ0780
 NZ0780'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NZ0780'2.9 MI SE FROM WEST FORK.
 NZ0780'2.9 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 NZ0780'STEEL BRIDGE 521.4 OVER WEST FORK COW CREEK AT WEST FORK, AT STEEL
 NZ0780'BRIDGE 518.44 OVER A DRAW, IN THE TOP OF THE EAST END OF THE SOUTH
 NZ0780'CONCRETE ABUTMENT, 6.9 FEET EAST OF THE EAST RAIL, AND ABOUT 1 1/2
 NZ0780'FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0517 ***********************************************************************
 NY0517  DESIGNATION -  C 553
 NY0517  PID         -  NY0517
 NY0517  STATE/COUNTY-  OR/KLAMATH
 NY0517  USGS QUAD   -  FORT KLAMATH (1985)
 NY0517
 NY0517                         *CURRENT SURVEY CONTROL
 NY0517  ___________________________________________________________________
 NY0517* NAD 83(1986)-  42 40 03.     (N)    121 57 59.     (W)     SCALED    
 NY0517* NAVD 88     -      1269.113  (meters)    4163.75   (feet)  ADJUSTED  
 NY0517  ___________________________________________________________________
 NY0517  GEOID HEIGHT-         -22.38  (meters)                     GEOID03
 NY0517  DYNAMIC HT  -        1268.378 (meters)    4161.34  (feet)  COMP
 NY0517  MODELED GRAV-     979,998.3   (mgal)                       NAVD 88
 NY0517
 NY0517  VERT ORDER  -  FIRST     CLASS II
 NY0517
 NY0517.The horizontal coordinates were scaled from a topographic map and have
 NY0517.an estimated accuracy of +/- 6 seconds.
 NY0517
 NY0517.The orthometric height was determined by differential leveling
 NY0517.and adjusted in June 1991.
 NY0517
 NY0517.The geoid height was determined by GEOID03.
 NY0517
 NY0517.The dynamic height is computed by dividing the NAVD 88
 NY0517.geopotential number by the normal gravity value computed on the
 NY0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0517.degrees latitude (g = 980.6199 gals.).
 NY0517
 NY0517.The modeled gravity was interpolated from observed gravity values.
 NY0517
 NY0517;                    North         East    Units  Estimated Accuracy
 NY0517;SPC OR S     -   112,230.    1,379,800.      MT  (+/- 180 meters Scaled)
 NY0517
 NY0517                          SUPERSEDED SURVEY CONTROL
 NY0517
 NY0517  NGVD 29 (??/??/92) 1267.964  (m)         4159.98   (f) ADJ UNCH    1 2
 NY0517
 NY0517.Superseded values are not recommended for survey control.
 NY0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0517.See file dsdata.txt to determine how the superseded data were derived.
 NY0517
 NY0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN847244(NAD 83)
 NY0517_MARKER: DB = BENCH MARK DISK
 NY0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0517_SP_SET: CONCRETE POST
 NY0517_STAMPING: C 553 1954
 NY0517_MARK LOGO: CGS   
 NY0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0517+STABILITY: SURFACE MOTION
 NY0517_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NY0517+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2003
 NY0517
 NY0517  HISTORY     - Date     Condition        Report By
 NY0517  HISTORY     - 1954     MONUMENTED       CGS
 NY0517  HISTORY     - 19880701 GOOD             NGS
 NY0517  HISTORY     - 20030922 GOOD             ORDT
 NY0517
 NY0517                          STATION DESCRIPTION
 NY0517
 NY0517'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NY0517'3.3 MI SE FROM FORT KLAMATH.
 NY0517'3.3 MILES SOUTHEAST ALONG STATE HIGHWAY 62 FROM THE POST OFFICE AT
 NY0517'FORT KLAMATH, 3.8 MILES NORTH OF KLAMATH AGENCY, 0.3 MILE NORTH OF A
 NY0517'STUCCO FARMHOUSE, AT THE T JUNCTION OF A GRADED ROAD LEADING WEST, ON
 NY0517'THE EAST SIDE OF A SMALL CANAL PARALLEL WITH THE HIGHWAY, 120 FEET
 NY0517'SOUTHEAST OF THE APPROXIMATE CENTER OF THE T JUNCTION, 113 1/2 FEET
 NY0517'SOUTH OF A T IN A FENCE LINE, 48 FEET EAST OF THE CENTER LINE OF THE
 NY0517'HIGHWAY, 13.3 FEET NORTH OF THE APPROXIMATE CENTER OF A WOODEN GATE IN
 NY0517'THE FENCE, 2 1/2 FEET NORTH OF A TELEPHONE POLE, 1.7 FEET SOUTH OF A
 NY0517'WITNESS POST, 1.7 FEET WEST OF THE FENCE, ABOUT 1 1/2 FEET LOWER THAN
 NY0517'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 NY0517'ABOVE THE GROUND.
 NY0517
 NY0517                          STATION RECOVERY (1988)
 NY0517
 NY0517'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 NY0517'RECOVERED IN GOOD CONDITION.
 NY0517
 NY0517                          STATION RECOVERY (2003)
 NY0517
 NY0517'RECOVERY NOTE BY OREGON DEPARTMENT OF TRANSPORTATION 2003 (DS)
 NY0517'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0332 ***********************************************************************
 PC0332  DESIGNATION -  C 554
 PC0332  PID         -  PC0332
 PC0332  STATE/COUNTY-  OR/DOUGLAS
 PC0332  USGS QUAD   -  MYRTLE CREEK (1987)
 PC0332
 PC0332                         *CURRENT SURVEY CONTROL
 PC0332  ___________________________________________________________________
 PC0332* NAD 83(1986)-  43 05 13.     (N)    123 22 09.     (W)     SCALED    
 PC0332* NAVD 88     -       173.648  (meters)     569.71   (feet)  ADJUSTED  
 PC0332  ___________________________________________________________________
 PC0332  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 PC0332  DYNAMIC HT  -         173.606 (meters)     569.57  (feet)  COMP
 PC0332  MODELED GRAV-     980,375.5   (mgal)                       NAVD 88
 PC0332
 PC0332  VERT ORDER  -  FIRST     CLASS II
 PC0332
 PC0332.The horizontal coordinates were scaled from a topographic map and have
 PC0332.an estimated accuracy of +/- 6 seconds.
 PC0332
 PC0332.The orthometric height was determined by differential leveling
 PC0332.and adjusted in June 1991.
 PC0332
 PC0332.The geoid height was determined by GEOID03.
 PC0332
 PC0332.The dynamic height is computed by dividing the NAVD 88
 PC0332.geopotential number by the normal gravity value computed on the
 PC0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0332.degrees latitude (g = 980.6199 gals.).
 PC0332
 PC0332.The modeled gravity was interpolated from observed gravity values.
 PC0332
 PC0332;                    North         East    Units  Estimated Accuracy
 PC0332;SPC OR S     -   161,770.    1,266,450.      MT  (+/- 180 meters Scaled)
 PC0332
 PC0332                          SUPERSEDED SURVEY CONTROL
 PC0332
 PC0332  NGVD 29 (??/??/92)  172.596  (m)          566.26   (f) ADJ UNCH    1 2
 PC0332
 PC0332.Superseded values are not recommended for survey control.
 PC0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0332.See file dsdata.txt to determine how the superseded data were derived.
 PC0332
 PC0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN699705(NAD 83)
 PC0332_MARKER: DB = BENCH MARK DISK
 PC0332_SETTING: 66 = SET IN ROCK OUTCROP
 PC0332_SP_SET: OUTCROP
 PC0332_STAMPING: C 554 1954
 PC0332_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PC0332+STABILITY: POSITION/ELEVATION WELL
 PC0332
 PC0332  HISTORY     - Date     Condition        Report By
 PC0332  HISTORY     - 1954     MONUMENTED       CGS
 PC0332  HISTORY     - 19840401 MARK NOT FOUND   USGS
 PC0332
 PC0332                          STATION DESCRIPTION
 PC0332
 PC0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 PC0332'6.2 MI SE FROM WINSTON.
 PC0332'1.8 MILES SOUTHWEST ALONG U. S. HIGHWAY 99 FROM THE Y JUNCTION OF
 PC0332'STATE HIGHWAY 42 AT WINSTON, THENCE 4.4 MILES SOUTHEAST ALONG THE
 PC0332'SOUTHERN PACIFIC COMPANY RAILROAD, 0.2 MILE NORTH OF ROUND PRAIRIE
 PC0332'SIDING SIGN, AT A LOW HILLSIDE CUT, IN THE TOP OF A SMALL LEDGE OF AN
 PC0332'OUTCROP, 7 RAILS NORTH OF CULVERT 557.55, 31.3 FEET EAST OF THE EAST
 PC0332'RAIL, 4.3 FEET EAST OF A FENCE, AND ABOUT 15 FEET HIGHER THAN THE
 PC0332'TRACK.
 PC0332
 PC0332                          STATION RECOVERY (1984)
 PC0332
 PC0332'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984 (ALM)
 PC0332'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0019 ***********************************************************************
 NZ0019  DESIGNATION -  C 555
 NZ0019  PID         -  NZ0019
 NZ0019  STATE/COUNTY-  OR/KLAMATH
 NZ0019  USGS QUAD   -  MARES EGG SPRING (1985)
 NZ0019
 NZ0019                         *CURRENT SURVEY CONTROL
 NZ0019  ___________________________________________________________________
 NZ0019* NAD 83(1986)-  42 40 07.     (N)    122 03 00.     (W)     SCALED    
 NZ0019* NAVD 88     -      1266.665  (meters)    4155.72   (feet)  ADJUSTED  
 NZ0019  ___________________________________________________________________
 NZ0019  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 NZ0019  DYNAMIC HT  -        1265.935 (meters)    4153.32  (feet)  COMP
 NZ0019  MODELED GRAV-     980,001.4   (mgal)                       NAVD 88
 NZ0019
 NZ0019  VERT ORDER  -  FIRST     CLASS II
 NZ0019
 NZ0019.The horizontal coordinates were scaled from a topographic map and have
 NZ0019.an estimated accuracy of +/- 6 seconds.
 NZ0019
 NZ0019.The orthometric height was determined by differential leveling
 NZ0019.and adjusted in June 1991.
 NZ0019
 NZ0019.The geoid height was determined by GEOID03.
 NZ0019
 NZ0019.The dynamic height is computed by dividing the NAVD 88
 NZ0019.geopotential number by the normal gravity value computed on the
 NZ0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0019.degrees latitude (g = 980.6199 gals.).
 NZ0019
 NZ0019.The modeled gravity was interpolated from observed gravity values.
 NZ0019
 NZ0019;                    North         East    Units  Estimated Accuracy
 NZ0019;SPC OR S     -   112,480.    1,372,950.      MT  (+/- 180 meters Scaled)
 NZ0019
 NZ0019                          SUPERSEDED SURVEY CONTROL
 NZ0019
 NZ0019  NGVD 29 (??/??/92) 1265.521  (m)         4151.96   (f) ADJ UNCH    1 2
 NZ0019
 NZ0019.Superseded values are not recommended for survey control.
 NZ0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0019.See file dsdata.txt to determine how the superseded data were derived.
 NZ0019
 NZ0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN778244(NAD 83)
 NZ0019_MARKER: DB = BENCH MARK DISK
 NZ0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ0019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NZ0019_STAMPING: C 555 1954
 NZ0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0019+STABILITY: SURFACE MOTION
 NZ0019
 NZ0019  HISTORY     - Date     Condition        Report By
 NZ0019  HISTORY     - 1954     MONUMENTED       CGS
 NZ0019  HISTORY     - 1982     GOOD             USGS
 NZ0019
 NZ0019                          STATION DESCRIPTION
 NZ0019
 NZ0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NZ0019'5.3 MI SW FROM FORT KLAMATH.
 NZ0019'0.2 MILE NORTH ALONG STATE HIGHWAY 62 FROM THE POST OFFICE AT FORT
 NZ0019'KLAMATH, KLAMATH COUNTY, THENCE 2.4 MILES WEST ALONG A PAVED ROAD, AND
 NZ0019'THENCE 2.7 MILES SOUTH ALONG THE PELICAN BAY ROAD.  0.25 MILE WEST OF
 NZ0019'A RIGHT-ANGLE TURN IN THE ROAD AND THE T-JUNCTION OF A PAVED ROAD
 NZ0019'LEADING EAST, 40 FEET NORTH OF THE CENTERLINE OF THE ROAD, 53.5 FEET
 NZ0019'WEST OF THE WEST GATEPOST OF A WOODEN GATE, 1.3 FEET NORTH OF THE
 NZ0019'FENCE, 3.1 FEET WEST OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH
 NZ0019'THE ROAD.  A STANDARD DISK, STAMPED C 555 1954 AND SET IN THE TOP OF A
 NZ0019'CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 NZ0019
 NZ0019                          STATION RECOVERY (1982)
 NZ0019
 NZ0019'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 NZ0019'FORT KLAMATH, FROM THE INTERSECTION OF HIGHWAY 62 AND NICHOLSON ROAD,
 NZ0019'2.4 MILES WEST ALONG NICHOLSON ROAD, THENCE 2.7 MILES SOUTH ALONG
 NZ0019'HACKLER ROAD, THENCE 0.2 MILES WEST ON SEVEN MILE ROAD, 40 FEET NORTH
 NZ0019'OF THE CENTERLINE OF THE ROAD, 60 FEET WEST OF GATE END OF FIELD, 1
 NZ0019'FOOT NORTH OF FENCE, 1 FOOT BELOW THE ROAD. SET IN A CONCRETE POST
 NZ0019'PROJECTING 0.5 FOOT ABOVE THE GROUND. A STANDRAD DISK, STAMPED 'C 555
 NZ0019'1954'.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0314 ***********************************************************************
 OA0314  DESIGNATION -  C 56
 OA0314  PID         -  OA0314
 OA0314  STATE/COUNTY-  OR/DOUGLAS
 OA0314  USGS QUAD   -  REEDSPORT (1985)
 OA0314
 OA0314                         *CURRENT SURVEY CONTROL
 OA0314  ___________________________________________________________________
 OA0314* NAD 83(1986)-  43 41 55.     (N)    124 06 20.     (W)     SCALED    
 OA0314* NAVD 88     -         4.985  (meters)      16.36   (feet)  ADJUSTED  
 OA0314  ___________________________________________________________________
 OA0314  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 OA0314  DYNAMIC HT  -           4.984 (meters)      16.35  (feet)  COMP
 OA0314  MODELED GRAV-     980,521.0   (mgal)                       NAVD 88
 OA0314
 OA0314  VERT ORDER  -  FIRST     CLASS II
 OA0314
 OA0314.The horizontal coordinates were scaled from a topographic map and have
 OA0314.an estimated accuracy of +/- 6 seconds.
 OA0314
 OA0314.The orthometric height was determined by differential leveling
 OA0314.and adjusted in June 1991.
 OA0314
 OA0314.The geoid height was determined by GEOID03.
 OA0314
 OA0314.The dynamic height is computed by dividing the NAVD 88
 OA0314.geopotential number by the normal gravity value computed on the
 OA0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0314.degrees latitude (g = 980.6199 gals.).
 OA0314
 OA0314.The modeled gravity was interpolated from observed gravity values.
 OA0314
 OA0314;                    North         East    Units  Estimated Accuracy
 OA0314;SPC OR S     -   231,970.    1,209,460.      MT  (+/- 180 meters Scaled)
 OA0314
 OA0314                          SUPERSEDED SURVEY CONTROL
 OA0314
 OA0314  NGVD 29 (??/??/92)    3.894  (m)           12.78   (f) ADJ UNCH    1 2
 OA0314
 OA0314.Superseded values are not recommended for survey control.
 OA0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0314.See file dsdata.txt to determine how the superseded data were derived.
 OA0314
 OA0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP109389(NAD 83)
 OA0314_MARKER: DB = BENCH MARK DISK
 OA0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA0314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OA0314_STAMPING: C56 1930
 OA0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0314+STABILITY: SURFACE MOTION
 OA0314
 OA0314  HISTORY     - Date     Condition        Report By
 OA0314  HISTORY     - 1930     MONUMENTED       CGS
 OA0314  HISTORY     - 1971     GOOD             NGS
 OA0314  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 OA0314  HISTORY     - 1987     MARK NOT FOUND   NGS
 OA0314
 OA0314                          STATION DESCRIPTION
 OA0314
 OA0314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 OA0314'IN REEDSPORT.
 OA0314'ABOUT 0.1 MILE WEST ALONG WINCHESTER AVENUE FROM THE SOUTHERN PACIFIC
 OA0314'RAILROAD STATION, 36 FEET SOUTH OF THE CENTERLINE OF THE AVENUE, 80
 OA0314'FEET WEST OF HOLLY COURT, SET IN THE TOP OF A CONCRETE POST PROJECTING
 OA0314'10 INCHES ABOVE THE SURFACE OF THE GROUND.
 OA0314
 OA0314                          STATION RECOVERY (1986)
 OA0314
 OA0314'RECOVERY NOTE BY US POWER SQUADRON 1986 (AS)
 OA0314'MARK NOT FOUND.
 OA0314
 OA0314                          STATION RECOVERY (1987)
 OA0314
 OA0314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 OA0314'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1988 ***********************************************************************
 RC1988  DESIGNATION -  C 568
 RC1988  PID         -  RC1988
 RC1988  STATE/COUNTY-  OR/SHERMAN
 RC1988  USGS QUAD   -  ROSEBUSH (1970)
 RC1988
 RC1988                         *CURRENT SURVEY CONTROL
 RC1988  ___________________________________________________________________
 RC1988* NAD 83(1986)-  45 16 39.     (N)    120 44 22.     (W)     SCALED    
 RC1988* NAVD 88     -       754.508  (meters)    2475.41   (feet)  ADJUSTED  
 RC1988  ___________________________________________________________________
 RC1988  GEOID HEIGHT-         -20.93  (meters)                     GEOID03
 RC1988  DYNAMIC HT  -         754.382 (meters)    2475.00  (feet)  COMP
 RC1988  MODELED GRAV-     980,423.1   (mgal)                       NAVD 88
 RC1988
 RC1988  VERT ORDER  -  FIRST     CLASS II
 RC1988
 RC1988.The horizontal coordinates were scaled from a topographic map and have
 RC1988.an estimated accuracy of +/- 6 seconds.
 RC1988
 RC1988.The orthometric height was determined by differential leveling
 RC1988.and adjusted in June 1991.
 RC1988
 RC1988.The geoid height was determined by GEOID03.
 RC1988
 RC1988.The dynamic height is computed by dividing the NAVD 88
 RC1988.geopotential number by the normal gravity value computed on the
 RC1988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1988.degrees latitude (g = 980.6199 gals.).
 RC1988
 RC1988.The modeled gravity was interpolated from observed gravity values.
 RC1988
 RC1988;                    North         East    Units  Estimated Accuracy
 RC1988;SPC OR N     -   179,030.    2,481,210.      MT  (+/- 180 meters Scaled)
 RC1988
 RC1988                          SUPERSEDED SURVEY CONTROL
 RC1988
 RC1988.No superseded survey control is available for this station.
 RC1988
 RC1988_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR773162(NAD 83)
 RC1988_MARKER: DD = SURVEY DISK
 RC1988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC1988_SP_SET: CONCRETE POST
 RC1988_STAMPING: C 568 1960
 RC1988_MARK LOGO: ORDT  
 RC1988_PROJECTION: RECESSED 6 CENTIMETERS
 RC1988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1988+STABILITY: SURFACE MOTION
 RC1988
 RC1988  HISTORY     - Date     Condition        Report By
 RC1988  HISTORY     - 1960     MONUMENTED       ORDT
 RC1988  HISTORY     - 1987     GOOD             NGS
 RC1988
 RC1988                          STATION DESCRIPTION
 RC1988
 RC1988'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 RC1988'10.1 KM (6.30 MI) SOUTH FROM GRASS VALLEY.
 RC1988'10.1 KM (6.30 MI) SOUTH ALONG US HIGHWAY 97 FROM THE POST OFFICE IN
 RC1988'GRASS VALLEY, ALSO 0.27 KM (0.15 MI) WEST ALONG A ROAD FROM THE POST
 RC1988'OFFICE IN KENT, THENCE 10.4 KM (6.45 MI) NORTH ALONG US HIGHWAY 97,
 RC1988'14.02 M (46.0 FT) EAST OF THE HIGHWAY CENTERLINE, 7.62 M (25.0 FT)
 RC1988'NORTH OF THE NORTH POST OF A GATE, 1.21 M (4.0 FT) WEST OF A FENCE.
 RC1988'THE MARK IS 0.36 METERS  S FROM  A WITNESS POST
 RC1988'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0500 ***********************************************************************
 OA0500  DESIGNATION -  C 58
 OA0500  PID         -  OA0500
 OA0500  STATE/COUNTY-  OR/COOS
 OA0500  USGS QUAD   -  NORTH BEND (1971)
 OA0500
 OA0500                         *CURRENT SURVEY CONTROL
 OA0500  ___________________________________________________________________
 OA0500* NAD 83(1986)-  43 24 24.     (N)    124 13 26.     (W)     SCALED    
 OA0500* NAVD 88     -        13.860  (meters)      45.47   (feet)  ADJUSTED  
 OA0500  ___________________________________________________________________
 OA0500  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 OA0500  DYNAMIC HT  -          13.858 (meters)      45.47  (feet)  COMP
 OA0500  MODELED GRAV-     980,482.1   (mgal)                       NAVD 88
 OA0500
 OA0500  VERT ORDER  -  FIRST     CLASS II
 OA0500
 OA0500.The horizontal coordinates were scaled from a topographic map and have
 OA0500.an estimated accuracy of +/- 6 seconds.
 OA0500
 OA0500.The orthometric height was determined by differential leveling
 OA0500.and adjusted in June 1991.
 OA0500
 OA0500.The geoid height was determined by GEOID03.
 OA0500
 OA0500.The dynamic height is computed by dividing the NAVD 88
 OA0500.geopotential number by the normal gravity value computed on the
 OA0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0500.degrees latitude (g = 980.6199 gals.).
 OA0500
 OA0500.The modeled gravity was interpolated from observed gravity values.
 OA0500
 OA0500;                    North         East    Units  Estimated Accuracy
 OA0500;SPC OR S     -   199,990.    1,198,490.      MT  (+/- 180 meters Scaled)
 OA0500
 OA0500                          SUPERSEDED SURVEY CONTROL
 OA0500
 OA0500  NGVD 29 (??/??/92)   12.758  (m)           41.86   (f) ADJ UNCH    1 2
 OA0500
 OA0500.Superseded values are not recommended for survey control.
 OA0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0500.See file dsdata.txt to determine how the superseded data were derived.
 OA0500
 OA0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP009067(NAD 83)
 OA0500_MARKER: DB = BENCH MARK DISK
 OA0500_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 OA0500_SP_SET: FOUNDATION WALL
 OA0500_STAMPING: C 58 1931
 OA0500_MARK LOGO: CGS   
 OA0500_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OA0500+STABILITY: POSITION/ELEVATION WELL
 OA0500_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OA0500+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2006
 OA0500
 OA0500  HISTORY     - Date     Condition        Report By
 OA0500  HISTORY     - 1931     MONUMENTED       CGS
 OA0500  HISTORY     - 1964     GOOD             NGS
 OA0500  HISTORY     - 1984     GOOD             USPSQD
 OA0500  HISTORY     - 1987     GOOD             NGS
 OA0500  HISTORY     - 1988     GOOD             USPSQD
 OA0500  HISTORY     - 1988     GOOD             USPSQD
 OA0500  HISTORY     - 1989     GOOD             USPSQD
 OA0500  HISTORY     - 19940624 GOOD             USPSQD
 OA0500  HISTORY     - 20000204 GOOD             USPSQD
 OA0500  HISTORY     - 20011027 GOOD             USPSQD
 OA0500  HISTORY     - 20050408 GOOD             USPSQD
 OA0500  HISTORY     - 20060508 GOOD             USPSQD
 OA0500
 OA0500                          STATION DESCRIPTION
 OA0500
 OA0500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 OA0500'IN NORTH BEND.
 OA0500'AT NORTH BEND, COOS COUNTY, AT THE NORTHWEST CORNER OF THE
 OA0500'INTERSECTION OF SHERMAN AND VIRGINIA AVENUES, AT THE SOUTHEAST CORNER
 OA0500'OF THE COOS BAY HOTEL, IN THE SOUTH FACE OF THE CORNER COLUMN, 1.8
 OA0500'FEET WEST OF THE SOUTHEAST CORNER, AND ABOUT 4 FEET ABOVE THE
 OA0500'SIDEWALK.  A STANDARD DISK, STAMPED C 58 1931 AND SET VERTICALLY.
 OA0500
 OA0500                          STATION RECOVERY (1984)
 OA0500
 OA0500'RECOVERY NOTE BY US POWER SQUADRON 1984
 OA0500'RECOVERED IN GOOD CONDITION.
 OA0500
 OA0500                          STATION RECOVERY (1987)
 OA0500
 OA0500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 OA0500'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  ADD--AT
 OA0500'1988 SHERMAN AVENUE.
 OA0500'THE MARK IS 1.2 M ABOVE THE SIDEWALK.
 OA0500
 OA0500                          STATION RECOVERY (1988)
 OA0500
 OA0500'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 OA0500'RECOVERED IN GOOD CONDITION.
 OA0500
 OA0500                          STATION RECOVERY (1988)
 OA0500
 OA0500'RECOVERY NOTE BY US POWER SQUADRON 1988 (MW)
 OA0500'RECOVERED IN GOOD CONDITION.
 OA0500
 OA0500                          STATION RECOVERY (1989)
 OA0500
 OA0500'RECOVERY NOTE BY US POWER SQUADRON 1989 (RGH)
 OA0500'RECOVERED IN GOOD CONDITION.
 OA0500
 OA0500                          STATION RECOVERY (1994)
 OA0500
 OA0500'RECOVERY NOTE BY US POWER SQUADRON 1994
 OA0500'RECOVERED IN GOOD CONDITION.
 OA0500
 OA0500                          STATION RECOVERY (2000)
 OA0500
 OA0500'RECOVERY NOTE BY US POWER SQUADRON 2000
 OA0500'RECOVERED IN GOOD CONDITION.
 OA0500
 OA0500                          STATION RECOVERY (2001)
 OA0500
 OA0500'RECOVERY NOTE BY US POWER SQUADRON 2001 (AES)
 OA0500'CHANGE COOS BAY HOTEL TO  NORTH BEND HOTEL.
 OA0500
 OA0500                          STATION RECOVERY (2005)
 OA0500
 OA0500'RECOVERY NOTE BY US POWER SQUADRON 2005 (SAO)
 OA0500'PAINTED OVER BUT READABLE
 OA0500
 OA0500                          STATION RECOVERY (2006)
 OA0500
 OA0500'RECOVERY NOTE BY US POWER SQUADRON 2006 (AES)
 OA0500'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0151 ***********************************************************************
 NW0151  DESIGNATION -  C 588
 NW0151  PID         -  NW0151
 NW0151  STATE/COUNTY-  OR/MALHEUR
 NW0151  USGS QUAD   -  THREE FORKS (1980)
 NW0151
 NW0151                         *CURRENT SURVEY CONTROL
 NW0151  ___________________________________________________________________
 NW0151* NAD 83(1986)-  42 34 59.     (N)    117 07 42.     (W)     SCALED    
 NW0151* NAVD 88     -      1464.320  (meters)    4804.19   (feet)  ADJUSTED  
 NW0151  ___________________________________________________________________
 NW0151  GEOID HEIGHT-         -17.34  (meters)                     GEOID03
 NW0151  DYNAMIC HT  -        1463.425 (meters)    4801.25  (feet)  COMP
 NW0151  MODELED GRAV-     979,958.5   (mgal)                       NAVD 88
 NW0151
 NW0151  VERT ORDER  -  SECOND    CLASS 0
 NW0151
 NW0151.The horizontal coordinates were scaled from a topographic map and have
 NW0151.an estimated accuracy of +/- 6 seconds.
 NW0151
 NW0151.The orthometric height was determined by differential leveling
 NW0151.and adjusted in June 1991.
 NW0151
 NW0151.The geoid height was determined by GEOID03.
 NW0151
 NW0151.The dynamic height is computed by dividing the NAVD 88
 NW0151.geopotential number by the normal gravity value computed on the
 NW0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0151.degrees latitude (g = 980.6199 gals.).
 NW0151
 NW0151.The modeled gravity was interpolated from observed gravity values.
 NW0151
 NW0151;                    North         East    Units  Estimated Accuracy
 NW0151;SPC OR S     -   107,370.    1,776,690.      MT  (+/- 180 meters Scaled)
 NW0151
 NW0151                          SUPERSEDED SURVEY CONTROL
 NW0151
 NW0151  NGVD 29 (??/??/92) 1463.210  (m)         4800.55   (f) ADJ UNCH    2 0
 NW0151
 NW0151.Superseded values are not recommended for survey control.
 NW0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0151.See file dsdata.txt to determine how the superseded data were derived.
 NW0151
 NW0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH894145(NAD 83)
 NW0151_MARKER: DB = BENCH MARK DISK
 NW0151_SETTING: 66 = SET IN ROCK OUTCROP
 NW0151_SP_SET: OUTCROP
 NW0151_STAMPING: C 588 1963
 NW0151_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0151+STABILITY: POSITION/ELEVATION WELL
 NW0151
 NW0151  HISTORY     - Date     Condition        Report By
 NW0151  HISTORY     - 1963     MONUMENTED       CGS
 NW0151
 NW0151                          STATION DESCRIPTION
 NW0151
 NW0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 NW0151'32.9 MI S FROM JORDAN VALLEY.
 NW0151'22.6 MILES SOUTH ALONG A GRAVELED ROAD FROM THE JORDAN VALLEY HOTEL AT
 NW0151'JORDAN VALLEY, THENCE 10.3 MILES SOUTHWEST ALONG A DIRT ROAD, 0.25
 NW0151'MILES NORTHWEST OF THE JUNCTION OF A DIRT ROAD LEADING NORTH, 0.1 MILE
 NW0151'EAST OF THE JUNCTION OF A DIRT ROAD LEADING SOUTH, 54 FEET SOUTH OF
 NW0151'THE CENTER LINE OF THE ROAD, IN THE TOP OF AN 8 BY-10-FOOT OUTCROP
 NW0151'PROJECTING 0.3 FOOT ABOVE THE GROUND, 39 FEET SOUTH OF A WITNESS POST,
 NW0151'AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0194 ***********************************************************************
 NW0194  DESIGNATION -  C 589
 NW0194  PID         -  NW0194
 NW0194  STATE/COUNTY-  OR/MALHEUR
 NW0194  USGS QUAD   -  DEACON CROSSING (1982)
 NW0194
 NW0194                         *CURRENT SURVEY CONTROL
 NW0194  ___________________________________________________________________
 NW0194* NAD 83(1986)-  42 23 59.     (N)    117 02 33.     (W)     SCALED    
 NW0194* NAVD 88     -      1560.302  (meters)    5119.09   (feet)  ADJUSTED  
 NW0194  ___________________________________________________________________
 NW0194  GEOID HEIGHT-         -17.41  (meters)                     GEOID03
 NW0194  DYNAMIC HT  -        1559.288 (meters)    5115.76  (feet)  COMP
 NW0194  MODELED GRAV-     979,916.8   (mgal)                       NAVD 88
 NW0194
 NW0194  VERT ORDER  -  SECOND    CLASS 0
 NW0194
 NW0194.The horizontal coordinates were scaled from a topographic map and have
 NW0194.an estimated accuracy of +/- 6 seconds.
 NW0194
 NW0194.The orthometric height was determined by differential leveling
 NW0194.and adjusted in June 1991.
 NW0194
 NW0194.The geoid height was determined by GEOID03.
 NW0194
 NW0194.The dynamic height is computed by dividing the NAVD 88
 NW0194.geopotential number by the normal gravity value computed on the
 NW0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0194.degrees latitude (g = 980.6199 gals.).
 NW0194
 NW0194.The modeled gravity was interpolated from observed gravity values.
 NW0194
 NW0194;                    North         East    Units  Estimated Accuracy
 NW0194;SPC OR S     -    87,310.    1,784,570.      MT  (+/- 180 meters Scaled)
 NW0194
 NW0194                          SUPERSEDED SURVEY CONTROL
 NW0194
 NW0194  NGVD 29 (??/??/92) 1559.163  (m)         5115.35   (f) ADJ UNCH    2 0
 NW0194
 NW0194.Superseded values are not recommended for survey control.
 NW0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0194.See file dsdata.txt to determine how the superseded data were derived.
 NW0194
 NW0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG965941(NAD 83)
 NW0194_MARKER: DB = BENCH MARK DISK
 NW0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NW0194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NW0194_STAMPING: C 589 1963
 NW0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NW0194+STABILITY: SURFACE MOTION
 NW0194
 NW0194  HISTORY     - Date     Condition        Report By
 NW0194  HISTORY     - 1963     MONUMENTED       CGS
 NW0194
 NW0194                          STATION DESCRIPTION
 NW0194
 NW0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 NW0194'1.0 MI NW FROM C RANCH.
 NW0194'1.0 MILE NORTHWEST ALONG A DIRT ROAD FROM THE C RANCH, 16 FEET NORTH
 NW0194'OF THE CENTER LINE OF THE ROAD, 11 FEET EAST OF A FORKED TREE, 2.2
 NW0194'FEET WEST OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND
 NW0194'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 NW0194'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0226 ***********************************************************************
 NZ0226  DESIGNATION -  C 59
 NZ0226  PID         -  NZ0226
 NZ0226  STATE/COUNTY-  OR/JACKSON
 NZ0226  USGS QUAD   -  SHADY COVE (1983)
 NZ0226
 NZ0226                         *CURRENT SURVEY CONTROL
 NZ0226  ___________________________________________________________________
 NZ0226* NAD 83(1986)-  42 33 15.     (N)    122 48 37.     (W)     SCALED    
 NZ0226* NAVD 88     -       452.698  (meters)    1485.23   (feet)  ADJUSTED  
 NZ0226  ___________________________________________________________________
 NZ0226  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 NZ0226  DYNAMIC HT  -         452.523 (meters)    1484.65  (feet)  COMP
 NZ0226  MODELED GRAV-     980,223.1   (mgal)                       NAVD 88
 NZ0226
 NZ0226  VERT ORDER  -  SECOND    CLASS 0
 NZ0226
 NZ0226.The horizontal coordinates were scaled from a topographic map and have
 NZ0226.an estimated accuracy of +/- 6 seconds.
 NZ0226
 NZ0226.The orthometric height was determined by differential leveling
 NZ0226.and adjusted in June 1991.
 NZ0226
 NZ0226.The geoid height was determined by GEOID03.
 NZ0226
 NZ0226.The dynamic height is computed by dividing the NAVD 88
 NZ0226.geopotential number by the normal gravity value computed on the
 NZ0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0226.degrees latitude (g = 980.6199 gals.).
 NZ0226
 NZ0226.The modeled gravity was interpolated from observed gravity values.
 NZ0226
 NZ0226;                    North         East    Units  Estimated Accuracy
 NZ0226;SPC OR S     -   101,200.    1,310,300.      MT  (+/- 180 meters Scaled)
 NZ0226
 NZ0226                          SUPERSEDED SURVEY CONTROL
 NZ0226
 NZ0226  NGVD 29 (??/??/92)  451.663  (m)         1481.83   (f) ADJ UNCH    2 0
 NZ0226
 NZ0226.Superseded values are not recommended for survey control.
 NZ0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0226.See file dsdata.txt to determine how the superseded data were derived.
 NZ0226
 NZ0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN155113(NAD 83)
 NZ0226_MARKER: DB = BENCH MARK DISK
 NZ0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ0226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NZ0226_STAMPING: C 59 1931
 NZ0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0226+STABILITY: SURFACE MOTION
 NZ0226
 NZ0226  HISTORY     - Date     Condition        Report By
 NZ0226  HISTORY     - 1931     MONUMENTED       CGS
 NZ0226
 NZ0226                          STATION DESCRIPTION
 NZ0226
 NZ0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 NZ0226'6.7 MI S FROM TRAIL.
 NZ0226'ABOUT 6.7 MILES SOUTH ALONG THE CRATER LAKE HIGHWAY FROM TRAIL,
 NZ0226'JACKSON COUNTY, 2 FEET NORTH OF THE GATE AT THE GONDERMAN RANCH HOUSE,
 NZ0226'27 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND 4 FEET SOUTH OF AN
 NZ0226'OAK TREE.  A STANDARD DISK, STAMPED C 59 1931 AND SET IN THE TOP OF A
 NZ0226'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1114 ***********************************************************************
 QE1114  CBN         -  This is a Cooperative Base Network Control Station.
 QE1114  TIDAL BM    -  This is a Tidal Bench Mark.
 QE1114  DESIGNATION -  C 590
 QE1114  PID         -  QE1114
 QE1114  STATE/COUNTY-  OR/LINCOLN
 QE1114  USGS QUAD   -  NEWPORT NORTH (1984)
 QE1114
 QE1114                         *CURRENT SURVEY CONTROL
 QE1114  ___________________________________________________________________
 QE1114* NAD 83(2007)-  44 37 30.96284(N)    124 02 42.84228(W)     ADJUSTED  
 QE1114* NAVD 88     -         4.518  (meters)      14.82   (feet)  ADJUSTED  
 QE1114  ___________________________________________________________________
 QE1114  EPOCH DATE  -        2007.00
 QE1114  X           -  -2,545,584.464 (meters)                     COMP
 QE1114  Y           -  -3,767,564.711 (meters)                     COMP
 QE1114  Z           -   4,457,792.465 (meters)                     COMP
 QE1114  LAPLACE CORR-          16.61  (seconds)                    DEFLEC99
 QE1114  ELLIP HEIGHT-         -19.340 (meters)          (02/10/07) ADJUSTED
 QE1114  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 QE1114  DYNAMIC HT  -           4.518 (meters)      14.82  (feet)  COMP
 QE1114
 QE1114  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 QE1114  Type    PID    Designation                      North   East  Ellip
 QE1114  -------------------------------------------------------------------
 QE1114  NETWORK QE1114 C 590                             0.65   0.53   1.39
 QE1114  -------------------------------------------------------------------
 QE1114  MODELED GRAV-     980,592.5   (mgal)                       NAVD 88
 QE1114
 QE1114  VERT ORDER  -  FIRST     CLASS II
 QE1114
 QE1114.The horizontal coordinates were established by GPS observations
 QE1114.and adjusted by the National Geodetic Survey in February 2007.
 QE1114
 QE1114.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 QE1114.See www.ngs.noaa.gov/NationalReadjustment for more information.
 QE1114.The horizontal coordinates are valid at the epoch date displayed above.
 QE1114.The epoch date for horizontal control is a decimal equivalence
 QE1114.of Year/Month/Day.
 QE1114
 QE1114.The orthometric height was determined by differential leveling
 QE1114.and adjusted in June 1991.
 QE1114
 QE1114.This Tidal Bench Mark is designated as VM 1057
 QE1114.by the Center for Operational Oceanographic Products and Services.
 QE1114
 QE1114.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QE1114
 QE1114.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE1114
 QE1114.The ellipsoidal height was determined by GPS observations
 QE1114.and is referenced to NAD 83.
 QE1114
 QE1114.The geoid height was determined by GEOID03.
 QE1114
 QE1114.The dynamic height is computed by dividing the NAVD 88
 QE1114.geopotential number by the normal gravity value computed on the
 QE1114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1114.degrees latitude (g = 980.6199 gals.).
 QE1114
 QE1114.The modeled gravity was interpolated from observed gravity values.
 QE1114
 QE1114;                    North         East     Units Scale Factor Converg.
 QE1114;SPC OR N     -   112,693.419 2,218,760.841   MT  0.99993927   -2 30 51.2
 QE1114;SPC OR N     -   369,729.06  7,279,399.08   iFT  0.99993927   -2 30 51.2
 QE1114;UTM  10      - 4,941,855.046   417,084.300   MT  0.99968454   -0 44 03.4
 QE1114
 QE1114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE1114!SPC OR N     -   1.00000303  x   0.99993927  =   0.99994230
 QE1114!UTM  10      -   1.00000303  x   0.99968454  =   0.99968757
 QE1114
 QE1114                          SUPERSEDED SURVEY CONTROL
 QE1114
 QE1114  NAD 83(1998)-  44 37 30.95962(N)    124 02 42.84541(W) AD(       ) A
 QE1114  ELLIP H (04/24/00)  -19.333  (m)                       GP(       ) 3 1
 QE1114  NAD 83(1991)-  44 37 30.95740(N)    124 02 42.84572(W) AD(       ) B
 QE1114  ELLIP H (10/13/99)  -19.209  (m)                       GP(       ) 3 1
 QE1114  NAVD 88 (10/13/99)    4.52   (m)           14.8    (f) LEVELING    3  
 QE1114  NGVD 29 (??/??/92)    3.518  (m)           11.54   (f) ADJ UNCH    1 2
 QE1114
 QE1114.Superseded values are not recommended for survey control.
 QE1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1114.See file dsdata.txt to determine how the superseded data were derived.
 QE1114
 QE1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ1708441855(NAD 83)
 QE1114_MARKER: DB = BENCH MARK DISK
 QE1114_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 QE1114+WITH SETTING: PAVEMENT
 QE1114_SP_SET: CONCRETE DOCK
 QE1114_STAMPING: C 590 1965
 QE1114_MARK LOGO: CGS   
 QE1114_MAGNETIC: N = NO MAGNETIC MATERIAL
 QE1114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE1114+STABILITY: SURFACE MOTION
 QE1114_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QE1114+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2007
 QE1114
 QE1114  HISTORY     - Date     Condition        Report By
 QE1114  HISTORY     - 1965     MONUMENTED       CGS
 QE1114  HISTORY     - 1988     GOOD             NGS
 QE1114  HISTORY     - 1990     GOOD             USPSQD
 QE1114  HISTORY     - 19980523 GOOD             NGS
 QE1114  HISTORY     - 20051211 MARK NOT FOUND   USPSQD
 QE1114  HISTORY     - 20070904 GOOD             NGS
 QE1114
 QE1114                          STATION DESCRIPTION
 QE1114
 QE1114'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 QE1114'1.9 MI SE FROM NEWPORT.
 QE1114'ABOUT 1.2 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE CITY HALL AT
 QE1114'NEWPORT, THENCE 0.7 MILE EAST ALONG A PAVED ROAD, SET IN THE TOP OF
 QE1114'THE SOUTHWEST CORNER OF THE OREGON STATE MARINE SCIENCE CENTER DOCK, 4
 QE1114'FEET WEST OF THE CENTER LINE OF THE DOCK.
 QE1114
 QE1114                          STATION RECOVERY (1988)
 QE1114
 QE1114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QE1114'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  1.8 KM
 QE1114'(1.10 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM ITS JUNCTION WITH U.S.
 QE1114'HIGHWAY 20 IN NEWPORT, THENCE 1.2 KM (0.75 MI) NORTHERLY ALONG A
 QE1114'PAVED ROAD, THENCE 0.2 KM (0.10 MI) NORTH ALONG A PAVED ROAD, IN TOP
 QE1114'OF AND 0.3 M (1.0 FT) NORTH OF THE SOUTH END OF A CONCRETE PIER AT
 QE1114'THE OREGON STATE UNIVERSITY MARINE SCIENCE CENTER, AND 2.2 M (7.2 FT)
 QE1114'WEST OF THE CENTER OF THE PIER.
 QE1114'THE MARK IS ABOVE LEVEL WITH THE PIER.
 QE1114
 QE1114                          STATION RECOVERY (1990)
 QE1114
 QE1114'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCB)
 QE1114'RECOVERED IN GOOD CONDITION.
 QE1114
 QE1114                          STATION RECOVERY (1998)
 QE1114
 QE1114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CLS)
 QE1114'THE STATION IS LOCATED ABOUT 2.0 KM (1.25 MI) SOUTH OF NEWPORT, IN
 QE1114'SOUTH BEACH, AT THE SOUTHWEST CORNER OF THE CONCRETE PIER FOR THE
 QE1114'OREGON STATE UNIVERSITY MARINE SCIENCE CENTER.  OWNERSHIP--OREGON
 QE1114'STATE UNIVERSITY, COLLEGE OF OCEANIC AND ATMOSPHERIC SCIENCES, SHIP
 QE1114'OPERATIONS, NEWPORT, OR 97365.  CONTACT FREDERICK J JONES, MARINE
 QE1114'SUPERINTENDENT.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 QE1114'HIGHWAYS 20 AND 101 IN NEWPORT, GO SOUTH ON HIGHWAY 101 FOR 1.3 KM
 QE1114'(0.80 MI) TO THE NORTH END OF THE BRIDGE OVER YAQUINA RIVER. CONTINUE
 QE1114'SOUTH ON HIGHWAY 101 FOR 1.2 KM (0.75 MI) TO THE STOP LIGHT AT SE 32ND
 QE1114'STREET.  TURN LEFT, EAST, ON SE 32 STREET FOR 0.16 KM (0.10 MI) TO THE
 QE1114'T-INTERSECTION OF SE FERRY SLIP ROAD.  TURN LEFT, NORTH, ON SE FERRY
 QE1114'SLIP ROAD FOR 0.64 KM (0.40 MI) TO THE T-JUNCTION OF SE OSU DRIVE.
 QE1114'TURN RIGHT, EAST THEN NORTH, ON SE OSU DRIVE FOR 0.48 KM (0.30 MI),
 QE1114'PASSING Y-JUNCTION TO THE RIGHT LEADING TO MARINE SCIENCE VISITORS
 QE1114'CENTER, TO END OF ROAD AT PARKING AREA AHEAD AND PAVED ROAD RIGHT.
 QE1114'TURN RIGHT, EAST, ON PAVED ROAD FOR 30 M (98.4 FT) THEN TURN LEFT,
 QE1114'NORTH ON PAVED ROAD FOR 0.08 KM (0.05 MI) TO THE STATION AT THE SOUTH
 QE1114'END OF PIER.  THE STATION IS A STANDARD DISK CEMENTED INTO A DRILL
 QE1114'HOLE IN TOP OF THE CONCRETE PIER.  IT IS 2.2 M (7.2 FT) WEST FROM THE
 QE1114'CENTER OF THE PIER, 0.3 M (1.0 FT) NORTH FROM THE SOUTH END OF THE
 QE1114'PIER.
 QE1114
 QE1114                          STATION RECOVERY (2005)
 QE1114
 QE1114'RECOVERY NOTE BY US POWER SQUADRON 2005
 QE1114'MARK NOT FOUND.
 QE1114
 QE1114                          STATION RECOVERY (2007)
 QE1114
 QE1114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2007 (DW)
 QE1114'THIS IS GRAVITY BASE STATION 'NEWPORT C 590,' NN 1751, OSU 2.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1016 ***********************************************************************
 QD1016  DESIGNATION -  C 6
 QD1016  PID         -  QD1016
 QD1016  STATE/COUNTY-  OR/DESCHUTES
 QD1016  USGS QUAD   -  BLACK CRATER (1988)
 QD1016
 QD1016                         *CURRENT SURVEY CONTROL
 QD1016  ___________________________________________________________________
 QD1016* NAD 83(1986)-  44 18 27.     (N)    121 41 29.     (W)     SCALED    
 QD1016* NAVD 88     -      1155.408  (meters)    3790.70   (feet)  POSTED    
 QD1016  ___________________________________________________________________
 QD1016  GEOID HEIGHT-         -21.10  (meters)                     GEOID03
 QD1016  DYNAMIC HT  -        1154.960 (meters)    3789.23  (feet)  COMP
 QD1016  MODELED GRAV-     980,186.9   (mgal)                       NAVD 88
 QD1016
 QD1016  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 QD1016
 QD1016.The horizontal coordinates were scaled from a topographic map and have
 QD1016.an estimated accuracy of +/- 6 seconds.
 QD1016
 QD1016.The orthometric height was determined by differential leveling
 QD1016.and adjusted by the  in 1992.
 QD1016.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 QD1016.rate of 3.1 thru 4.0 mm/km.
 QD1016
 QD1016.The geoid height was determined by GEOID03.
 QD1016
 QD1016.The dynamic height is computed by dividing the NAVD 88
 QD1016.geopotential number by the normal gravity value computed on the
 QD1016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1016.degrees latitude (g = 980.6199 gals.).
 QD1016
 QD1016.The modeled gravity was interpolated from observed gravity values.
 QD1016
 QD1016;                    North         East    Units  Estimated Accuracy
 QD1016;SPC OR S     -   294,050.    1,404,930.      MT  (+/- 180 meters Scaled)
 QD1016
 QD1016                          SUPERSEDED SURVEY CONTROL
 QD1016
 QD1016  NGVD 29 (??/??/92) 1154.203  (m)         3786.75   (f) ADJ UNCH    1 2
 QD1016
 QD1016.Superseded values are not recommended for survey control.
 QD1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1016.See file dsdata.txt to determine how the superseded data were derived.
 QD1016
 QD1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ043068(NAD 83)
 QD1016_MARKER: DD = SURVEY DISK
 QD1016_SETTING: 66 = SET IN ROCK OUTCROP
 QD1016_SP_SET: LAVA ROCK
 QD1016_STAMPING: C 6 26
 QD1016_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QD1016+STABILITY: POSITION/ELEVATION WELL
 QD1016
 QD1016  HISTORY     - Date     Condition        Report By
 QD1016  HISTORY     - UNK      MONUMENTED       BPR
 QD1016  HISTORY     - 1943     GOOD             NGS
 QD1016
 QD1016                          STATION DESCRIPTION
 QD1016
 QD1016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QD1016'7.35 MI W FROM SISTERS.
 QD1016'ABOUT 7.35 MILES WEST ALONG U.S. HIGHWAY 28 FROM THE POST OFFICE AT
 QD1016'SISTERS, DESCHUTES COUNTY, 571 FEET EAST OF A NORTH-SOUTH CROSS ROAD,
 QD1016'257 FEET EAST OF BENCH MARK 3787, 184.0 FEET NORTH OF THE CENTER LINE
 QD1016'OF THE HIGHWAY, SET IN THE TOP OF A LAVA ROCK, 4.0 FEET SOUTHWEST OF A
 QD1016'WHITE REFERENCE POST.  STAMPED C 6 26.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0416 ***********************************************************************
 NY0416  DESIGNATION -  C 6
 NY0416  PID         -  NY0416
 NY0416  STATE/COUNTY-  OR/KLAMATH
 NY0416  USGS QUAD   -  HAMAKER MTN (1986)
 NY0416
 NY0416                         *CURRENT SURVEY CONTROL
 NY0416  ___________________________________________________________________
 NY0416* NAD 83(1986)-  42 02 06.     (N)    121 53 57.     (W)     SCALED    
 NY0416* NAVD 88     -      1266.430  (meters)    4154.95   (feet)  ADJUSTED  
 NY0416  ___________________________________________________________________
 NY0416  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 NY0416  DYNAMIC HT  -        1265.640 (meters)    4152.35  (feet)  COMP
 NY0416  MODELED GRAV-     979,953.9   (mgal)                       NAVD 88
 NY0416
 NY0416  VERT ORDER  -  FIRST     CLASS II
 NY0416
 NY0416.The horizontal coordinates were scaled from a topographic map and have
 NY0416.an estimated accuracy of +/- 6 seconds.
 NY0416
 NY0416.The orthometric height was determined by differential leveling
 NY0416.and adjusted in June 1991.
 NY0416
 NY0416.The geoid height was determined by GEOID03.
 NY0416
 NY0416.The dynamic height is computed by dividing the NAVD 88
 NY0416.geopotential number by the normal gravity value computed on the
 NY0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0416.degrees latitude (g = 980.6199 gals.).
 NY0416
 NY0416.The modeled gravity was interpolated from observed gravity values.
 NY0416
 NY0416;                    North         East    Units  Estimated Accuracy
 NY0416;SPC OR S     -    41,890.    1,384,140.      MT  (+/- 180 meters Scaled)
 NY0416
 NY0416                          SUPERSEDED SURVEY CONTROL
 NY0416
 NY0416  NGVD 29 (??/??/92) 1265.306  (m)         4151.26   (f) ADJ UNCH    1 2
 NY0416
 NY0416.Superseded values are not recommended for survey control.
 NY0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0416.See file dsdata.txt to determine how the superseded data were derived.
 NY0416
 NY0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM911542(NAD 83)
 NY0416_MARKER: B = BOLT
 NY0416_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NY0416_SP_SET: ABUTMENT
 NY0416_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NY0416
 NY0416  HISTORY     - Date     Condition        Report By
 NY0416  HISTORY     - UNK      MONUMENTED       SPRR
 NY0416  HISTORY     - 1954     GOOD             NGS
 NY0416
 NY0416                          STATION DESCRIPTION
 NY0416
 NY0416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NY0416'16.0 MI S FROM KLAMATH FALLS.
 NY0416'16.0 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 NY0416'STATION AT KLAMATH FALLS, AT CATTLE UNDERPASS 413.68, IN THE TOP OF
 NY0416'THE SOUTHEAST ABUTMENT, 7.4 FEET EAST OF THE EAST RAIL, AND ABOUT 1
 NY0416'FOOT LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0035 ***********************************************************************
 NZ0035  DESIGNATION -  C 60
 NZ0035  PID         -  NZ0035
 NZ0035  STATE/COUNTY-  OR/JACKSON
 NZ0035  USGS QUAD   -  PROSPECT NORTH (1989)
 NZ0035
 NZ0035                         *CURRENT SURVEY CONTROL
 NZ0035  ___________________________________________________________________
 NZ0035* NAD 83(1986)-  42 52 17.     (N)    122 27 44.     (W)     SCALED    
 NZ0035* NAVD 88     -       955.039  (meters)    3133.32   (feet)  ADJUSTED  
 NZ0035  ___________________________________________________________________
 NZ0035  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 NZ0035  DYNAMIC HT  -         954.577 (meters)    3131.81  (feet)  COMP
 NZ0035  MODELED GRAV-     980,105.8   (mgal)                       NAVD 88
 NZ0035
 NZ0035  VERT ORDER  -  SECOND    CLASS 0
 NZ0035
 NZ0035.The horizontal coordinates were scaled from a topographic map and have
 NZ0035.an estimated accuracy of +/- 6 seconds.
 NZ0035
 NZ0035.The orthometric height was determined by differential leveling
 NZ0035.and adjusted in June 1991.
 NZ0035
 NZ0035.The geoid height was determined by GEOID03.
 NZ0035
 NZ0035.The dynamic height is computed by dividing the NAVD 88
 NZ0035.geopotential number by the normal gravity value computed on the
 NZ0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0035.degrees latitude (g = 980.6199 gals.).
 NZ0035
 NZ0035.The modeled gravity was interpolated from observed gravity values.
 NZ0035
 NZ0035;                    North         East    Units  Estimated Accuracy
 NZ0035;SPC OR S     -   135,700.    1,339,700.      MT  (+/- 180 meters Scaled)
 NZ0035
 NZ0035                          SUPERSEDED SURVEY CONTROL
 NZ0035
 NZ0035  NGVD 29 (??/??/92)  953.844  (m)         3129.40   (f) ADJ UNCH    2 0
 NZ0035
 NZ0035.Superseded values are not recommended for survey control.
 NZ0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0035.See file dsdata.txt to determine how the superseded data were derived.
 NZ0035
 NZ0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN439466(NAD 83)
 NZ0035_MARKER: DB = BENCH MARK DISK
 NZ0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ0035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NZ0035_STAMPING: C 60 1931
 NZ0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0035+STABILITY: SURFACE MOTION
 NZ0035
 NZ0035  HISTORY     - Date     Condition        Report By
 NZ0035  HISTORY     - 1931     MONUMENTED       CGS
 NZ0035  HISTORY     - 1960     GOOD             NGS
 NZ0035
 NZ0035                          STATION DESCRIPTION
 NZ0035
 NZ0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 NZ0035'8.6 MI N FROM PROSPECT.
 NZ0035'ABOUT 8.6 MILES NORTH ALONG THE CRATER LAKE HIGHWAY FROM PROSPECT,
 NZ0035'JACKSON COUNTY, ABOUT 294 FEET NORTH OF SURVEY STATION 2860, AND 31
 NZ0035'FEET EAST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 NZ0035'C 60 1931 AND SET IN THE TOP OF A CONCRETE POST.
 NZ0035
 NZ0035                          STATION RECOVERY (1960)
 NZ0035
 NZ0035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 NZ0035'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH0900 ***********************************************************************
 OH0900  DESIGNATION -  C 601
 OH0900  PID         -  OH0900
 OH0900  STATE/COUNTY-  OR/MALHEUR
 OH0900  USGS QUAD   -  DOWNEY CANYON (1969)
 OH0900
 OH0900                         *CURRENT SURVEY CONTROL
 OH0900  ___________________________________________________________________
 OH0900* NAD 83(1986)-  43 06 40.     (N)    117 13 41.     (W)     SCALED    
 OH0900* NAVD 88     -      1355.068  (meters)    4445.75   (feet)  ADJUSTED  
 OH0900  ___________________________________________________________________
 OH0900  GEOID HEIGHT-         -17.13  (meters)                     GEOID03
 OH0900  DYNAMIC HT  -        1354.368 (meters)    4443.46  (feet)  COMP
 OH0900  MODELED GRAV-     980,056.1   (mgal)                       NAVD 88
 OH0900
 OH0900  VERT ORDER  -  SECOND    CLASS 0
 OH0900
 OH0900.The horizontal coordinates were scaled from a topographic map and have
 OH0900.an estimated accuracy of +/- 6 seconds.
 OH0900
 OH0900.The orthometric height was determined by differential leveling
 OH0900.and adjusted in June 1991.
 OH0900
 OH0900.The geoid height was determined by GEOID03.
 OH0900
 OH0900.The dynamic height is computed by dividing the NAVD 88
 OH0900.geopotential number by the normal gravity value computed on the
 OH0900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0900.degrees latitude (g = 980.6199 gals.).
 OH0900
 OH0900.The modeled gravity was interpolated from observed gravity values.
 OH0900
 OH0900;                    North         East    Units  Estimated Accuracy
 OH0900;SPC OR S     -   165,650.    1,766,220.      MT  (+/- 180 meters Scaled)
 OH0900
 OH0900                          SUPERSEDED SURVEY CONTROL
 OH0900
 OH0900  NGVD 29 (??/??/92) 1354.007  (m)         4442.27   (f) ADJ UNCH    2 0
 OH0900
 OH0900.Superseded values are not recommended for survey control.
 OH0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0900.See file dsdata.txt to determine how the superseded data were derived.
 OH0900
 OH0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH814731(NAD 83)
 OH0900_MARKER: DB = BENCH MARK DISK
 OH0900_SETTING: 66 = SET IN ROCK OUTCROP
 OH0900_SP_SET: BEDROCK
 OH0900_STAMPING: C 601 1966
 OH0900_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OH0900+STABILITY: POSITION/ELEVATION WELL
 OH0900
 OH0900  HISTORY     - Date     Condition        Report By
 OH0900  HISTORY     - 1966     MONUMENTED       CGS
 OH0900
 OH0900                          STATION DESCRIPTION
 OH0900
 OH0900'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OH0900'17.4 MI NW FROM JORDAN VALLEY.
 OH0900'7.7 MILES NORTH ALONG U.S. HIGHWAY 95 FROM THE SCHOOL AT JORDAN
 OH0900'VALLEY, THENCE 9.7 MILES WEST ALONG JORDAN CRATER ROAD, 0.25 MILE
 OH0900'SOUTHEAST OF THE JUNCTION OF A TRACK ROAD SOUTH, IN THE TOP OF BEDROCK
 OH0900'WHICH IS ABOUT FLUSH WITH THE GROUND, ABOUT 100 YARDS NORTHEAST OF THE
 OH0900'CENTER LINE OF THE ROAD, ON THE SOUTH SLOPE OF A SMALL ROUND HILL, 165
 OH0900'FEET EAST OF A 1/4 SECTION CORNER MARKER T28S R45E S20 S21, 12 FEET
 OH0900'NORTH OF THE CENTER OF A DRY WASH, 3.3 FEET SOUTHWEST OF A WITNESS
 OH0900'POST, AND ABOUT 4 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH0916 ***********************************************************************
 OH0916  DESIGNATION -  C 602
 OH0916  PID         -  OH0916
 OH0916  STATE/COUNTY-  OR/MALHEUR
 OH0916  USGS QUAD   -  JORDAN CRATERS NORTH (1969)
 OH0916
 OH0916                         *CURRENT SURVEY CONTROL
 OH0916  ___________________________________________________________________
 OH0916* NAD 83(1986)-  43 10 04.     (N)    117 23 25.     (W)     SCALED    
 OH0916* NAVD 88     -      1395.600  (meters)    4578.73   (feet)  ADJUSTED  
 OH0916  ___________________________________________________________________
 OH0916  GEOID HEIGHT-         -17.45  (meters)                     GEOID03
 OH0916  DYNAMIC HT  -        1394.867 (meters)    4576.33  (feet)  COMP
 OH0916  MODELED GRAV-     980,046.0   (mgal)                       NAVD 88
 OH0916
 OH0916  VERT ORDER  -  SECOND    CLASS 0
 OH0916
 OH0916.The horizontal coordinates were scaled from a topographic map and have
 OH0916.an estimated accuracy of +/- 6 seconds.
 OH0916
 OH0916.The orthometric height was determined by differential leveling
 OH0916.and adjusted in June 1991.
 OH0916
 OH0916.The geoid height was determined by GEOID03.
 OH0916
 OH0916.The dynamic height is computed by dividing the NAVD 88
 OH0916.geopotential number by the normal gravity value computed on the
 OH0916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0916.degrees latitude (g = 980.6199 gals.).
 OH0916
 OH0916.The modeled gravity was interpolated from observed gravity values.
 OH0916
 OH0916;                    North         East    Units  Estimated Accuracy
 OH0916;SPC OR S     -   171,440.    1,752,790.      MT  (+/- 180 meters Scaled)
 OH0916
 OH0916                          SUPERSEDED SURVEY CONTROL
 OH0916
 OH0916  NGVD 29 (??/??/92) 1394.515  (m)         4575.17   (f) ADJ UNCH    2 0
 OH0916
 OH0916.Superseded values are not recommended for survey control.
 OH0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0916.See file dsdata.txt to determine how the superseded data were derived.
 OH0916
 OH0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH682795(NAD 83)
 OH0916_MARKER: DB = BENCH MARK DISK
 OH0916_SETTING: 66 = SET IN ROCK OUTCROP
 OH0916_SP_SET: OUTCROP
 OH0916_STAMPING: C 602 1966
 OH0916_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OH0916+STABILITY: POSITION/ELEVATION WELL
 OH0916
 OH0916  HISTORY     - Date     Condition        Report By
 OH0916  HISTORY     - 1966     MONUMENTED       CGS
 OH0916
 OH0916                          STATION DESCRIPTION
 OH0916
 OH0916'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OH0916'27.9 MI NW FROM JORDAN VALLEY.
 OH0916'7.7 MILES NORTH ALONG U.S. HIGHWAY 95 FROM THE SCHOOL AT JORDAN
 OH0916'VALLEY, THENCE 20.2 MILES WEST ALONG JORDAN CRATER ROAD, 0.1 MILE
 OH0916'SOUTHEAST OF THE CREST OF A GRADE, ON THE SOUTHEAST SLOPE OF A HILL,
 OH0916'AT A LARGE CROP OF SMALL LAVA BOULDERS, IN THE TOP OF AN OUTCROP
 OH0916'PROJECTING ABOUT 1 FOOT, 45 FEET NORTHEAST OF THE CENTER LINE OF THE
 OH0916'ROAD, 6.0 FEET SOUTHEAST OF A WITNESS POST, AND ABOUT LEVEL WITH THE
 OH0916'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH0928 ***********************************************************************
 OH0928  DESIGNATION -  C 603
 OH0928  PID         -  OH0928
 OH0928  STATE/COUNTY-  OR/MALHEUR
 OH0928  USGS QUAD   -  THE HOLE IN THE GROU (1972)
 OH0928
 OH0928                         *CURRENT SURVEY CONTROL
 OH0928  ___________________________________________________________________
 OH0928* NAD 83(1986)-  43 12 52.     (N)    117 30 07.     (W)     SCALED    
 OH0928* NAVD 88     -       829.835  (meters)    2722.55   (feet)  ADJUSTED  
 OH0928  ___________________________________________________________________
 OH0928  GEOID HEIGHT-         -17.77  (meters)                     GEOID03
 OH0928  DYNAMIC HT  -         829.421 (meters)    2721.19  (feet)  COMP
 OH0928  MODELED GRAV-     980,096.2   (mgal)                       NAVD 88
 OH0928
 OH0928  VERT ORDER  -  SECOND    CLASS 0
 OH0928
 OH0928.The horizontal coordinates were scaled from a topographic map and have
 OH0928.an estimated accuracy of +/- 6 seconds.
 OH0928
 OH0928.The orthometric height was determined by differential leveling
 OH0928.and adjusted in June 1991.
 OH0928
 OH0928.The geoid height was determined by GEOID03.
 OH0928
 OH0928.The dynamic height is computed by dividing the NAVD 88
 OH0928.geopotential number by the normal gravity value computed on the
 OH0928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0928.degrees latitude (g = 980.6199 gals.).
 OH0928
 OH0928.The modeled gravity was interpolated from observed gravity values.
 OH0928
 OH0928;                    North         East    Units  Estimated Accuracy
 OH0928;SPC OR S     -   176,290.    1,743,540.      MT  (+/- 180 meters Scaled)
 OH0928
 OH0928                          SUPERSEDED SURVEY CONTROL
 OH0928
 OH0928  NGVD 29 (??/??/92)  828.736  (m)         2718.94   (f) ADJ UNCH    2 0
 OH0928
 OH0928.Superseded values are not recommended for survey control.
 OH0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0928.See file dsdata.txt to determine how the superseded data were derived.
 OH0928
 OH0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH592847(NAD 83)
 OH0928_MARKER: DB = BENCH MARK DISK
 OH0928_SETTING: 80 = SET IN A BOULDER
 OH0928_SP_SET: BOULDER
 OH0928_STAMPING: C 603 1966
 OH0928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0928+STABILITY: SURFACE MOTION
 OH0928
 OH0928  HISTORY     - Date     Condition        Report By
 OH0928  HISTORY     - 1966     MONUMENTED       CGS
 OH0928
 OH0928                          STATION DESCRIPTION
 OH0928
 OH0928'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OH0928'36.75 MI NW FROM JORDAN VALLEY.
 OH0928'7.7 MILES NORTH ALONG U.S. HIGHWAY 95 FROM THE SCHOOL AT JORDAN
 OH0928'VALLEY, THENCE 23.35 MILES WEST ALONG JORDAN CRATER ROAD, THENCE 5.7
 OH0928'MILES NORTHWEST ALONG BIRCH CREEK ROAD, 0.1 MILE EAST OF MARCOM
 OH0928'RANCHHOUSE, AT THE NORTH BASE OF A STEEP HILL, IN THE TOP OF A LARGE
 OH0928'BOULDER PROJECTING ABOUT 1 1/2 FEET, 38 FEET SOUTH OF THE CENTER LINE
 OH0928'OF THE ROAD, 13.3 FEET SOUTHEAST OF A WITNESS POST, AND ABOUT 4 FEET
 OH0928'HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH0942 ***********************************************************************
 OH0942  DESIGNATION -  C 604
 OH0942  PID         -  OH0942
 OH0942  STATE/COUNTY-  OR/MALHEUR
 OH0942  USGS QUAD   -  DIAMOND BUTTE (1967)
 OH0942
 OH0942                         *CURRENT SURVEY CONTROL
 OH0942  ___________________________________________________________________
 OH0942* NAD 83(1986)-  43 20 33.     (N)    117 27 56.     (W)     SCALED    
 OH0942* NAVD 88     -       848.044  (meters)    2782.29   (feet)  ADJUSTED  
 OH0942  ___________________________________________________________________
 OH0942  GEOID HEIGHT-         -17.79  (meters)                     GEOID03
 OH0942  DYNAMIC HT  -         847.690 (meters)    2781.13  (feet)  COMP
 OH0942  MODELED GRAV-     980,174.8   (mgal)                       NAVD 88
 OH0942
 OH0942  VERT ORDER  -  SECOND    CLASS 0
 OH0942
 OH0942.The horizontal coordinates were scaled from a topographic map and have
 OH0942.an estimated accuracy of +/- 6 seconds.
 OH0942
 OH0942.The orthometric height was determined by differential leveling
 OH0942.and adjusted in June 1991.
 OH0942
 OH0942.The geoid height was determined by GEOID03.
 OH0942
 OH0942.The dynamic height is computed by dividing the NAVD 88
 OH0942.geopotential number by the normal gravity value computed on the
 OH0942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0942.degrees latitude (g = 980.6199 gals.).
 OH0942
 OH0942.The modeled gravity was interpolated from observed gravity values.
 OH0942
 OH0942;                    North         East    Units  Estimated Accuracy
 OH0942;SPC OR S     -   190,610.    1,745,970.      MT  (+/- 180 meters Scaled)
 OH0942
 OH0942                          SUPERSEDED SURVEY CONTROL
 OH0942
 OH0942  NGVD 29 (??/??/92)  846.993  (m)         2778.84   (f) ADJ UNCH    2 0
 OH0942
 OH0942.Superseded values are not recommended for survey control.
 OH0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0942.See file dsdata.txt to determine how the superseded data were derived.
 OH0942
 OH0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH622989(NAD 83)
 OH0942_MARKER: DB = BENCH MARK DISK
 OH0942_SETTING: 80 = SET IN A BOULDER
 OH0942_SP_SET: BOULDER
 OH0942_STAMPING: C 604 1966
 OH0942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0942+STABILITY: SURFACE MOTION
 OH0942
 OH0942  HISTORY     - Date     Condition        Report By
 OH0942  HISTORY     - 1966     MONUMENTED       CGS
 OH0942
 OH0942                          STATION DESCRIPTION
 OH0942
 OH0942'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OH0942'56.35 MI SE FROM HARPER.
 OH0942'37.0 MILES SOUTH ALONG CROWLEY ROAD FROM THE JUNCTION OF U.S. HIGHWAY
 OH0942'20 AT HARPER, THENCE 9.8 MILES EAST ALONG THE MUD FLAT RANCH ROAD,
 OH0942'THENCE 0.35 MILE NORTH ALONG A DIRT ROAD, THENCE 9.2 MILES EAST ALONG
 OH0942'A DIRT ROAD, AT THE SOUTHEAST END OF A SMALL RIDGE, IN THE TOP OF A
 OH0942'LAVA BOULDER WHICH IS ABOUT FLUSH WITH THE SURFACE OF THE GROUND, 146
 OH0942'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 0.8 FOOT NORTHWEST OF A
 OH0942'WITNESS POST, AND ABOUT 10 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0925 ***********************************************************************
 NZ0925  DESIGNATION -  C 608
 NZ0925  PID         -  NZ0925
 NZ0925  STATE/COUNTY-  OR/JOSEPHINE
 NZ0925  USGS QUAD   -  GLENDALE (1986)
 NZ0925
 NZ0925                         *CURRENT SURVEY CONTROL
 NZ0925  ___________________________________________________________________
 NZ0925* NAD 83(1986)-  42 38 17.     (N)    123 23 11.     (W)     SCALED    
 NZ0925* NAVD 88     -       369.620  (meters)    1212.66   (feet)  ADJUSTED  
 NZ0925  ___________________________________________________________________
 NZ0925  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 NZ0925  DYNAMIC HT  -         369.502 (meters)    1212.27  (feet)  COMP
 NZ0925  MODELED GRAV-     980,289.6   (mgal)                       NAVD 88
 NZ0925
 NZ0925  VERT ORDER  -  FIRST     CLASS II
 NZ0925
 NZ0925.The horizontal coordinates were scaled from a topographic map and have
 NZ0925.an estimated accuracy of +/- 6 seconds.
 NZ0925
 NZ0925.The orthometric height was determined by differential leveling
 NZ0925.and adjusted in June 1991.
 NZ0925
 NZ0925.The geoid height was determined by GEOID03.
 NZ0925
 NZ0925.The dynamic height is computed by dividing the NAVD 88
 NZ0925.geopotential number by the normal gravity value computed on the
 NZ0925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0925.degrees latitude (g = 980.6199 gals.).
 NZ0925
 NZ0925.The modeled gravity was interpolated from observed gravity values.
 NZ0925
 NZ0925;                    North         East    Units  Estimated Accuracy
 NZ0925;SPC OR S     -   111,980.    1,263,330.      MT  (+/- 180 meters Scaled)
 NZ0925
 NZ0925                          SUPERSEDED SURVEY CONTROL
 NZ0925
 NZ0925.No superseded survey control is available for this station.
 NZ0925
 NZ0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN683206(NAD 83)
 NZ0925_MARKER: DB = BENCH MARK DISK
 NZ0925_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NZ0925_SP_SET: BRIDGE CURB
 NZ0925_STAMPING: C 608 1967
 NZ0925_MARK LOGO: ORHD  
 NZ0925_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NZ0925
 NZ0925  HISTORY     - Date     Condition        Report By
 NZ0925  HISTORY     - 1967     MONUMENTED       ORHD
 NZ0925  HISTORY     - 1987     GOOD             NGS
 NZ0925
 NZ0925                          STATION DESCRIPTION
 NZ0925
 NZ0925'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 NZ0925'0.8 KM (0.50 MI) NORTH FROM SUNNY VALLEY.
 NZ0925'0.8 KM (0.50 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 5 FROM THE
 NZ0925'JUNCTION OF LARAIT DRIVE IN SUNNY VALLEY, IN THE SOUTH END OF THE
 NZ0925'EAST CONCRETE CURB OF THE SOUTHBOUND HIGHWAY OVERPASS OF A PAVED
 NZ0925'ROAD, AND 5.1 M (16.7 FT) EAST OF THE CENTERLINE OF THE SOUTHBOUND
 NZ0925'LANES OF THE HIGHWAY.
 NZ0925'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0611 ***********************************************************************
 NY0611  DESIGNATION -  C 61
 NY0611  PID         -  NY0611
 NY0611  STATE/COUNTY-  OR/KLAMATH
 NY0611  USGS QUAD   -  SUN PASS (1985)
 NY0611
 NY0611                         *CURRENT SURVEY CONTROL
 NY0611  ___________________________________________________________________
 NY0611* NAD 83(1986)-  42 50 23.     (N)    121 57 37.     (W)     SCALED    
 NY0611* NAVD 88     -      1603.717  (meters)    5261.53   (feet)  POSTED    
 NY0611  ___________________________________________________________________
 NY0611  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 NY0611  DYNAMIC HT  -        1602.740 (meters)    5258.32  (feet)  COMP
 NY0611  MODELED GRAV-     979,955.7   (mgal)                       NAVD 88
 NY0611
 NY0611  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 NY0611
 NY0611.The horizontal coordinates were scaled from a topographic map and have
 NY0611.an estimated accuracy of +/- 6 seconds.
 NY0611
 NY0611.The orthometric height was determined by differential leveling
 NY0611.and adjusted by the  in 1992.
 NY0611.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 NY0611.rate of 1.1 thru 2.0 mm/km.
 NY0611
 NY0611.The geoid height was determined by GEOID03.
 NY0611
 NY0611.The dynamic height is computed by dividing the NAVD 88
 NY0611.geopotential number by the normal gravity value computed on the
 NY0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0611.degrees latitude (g = 980.6199 gals.).
 NY0611
 NY0611.The modeled gravity was interpolated from observed gravity values.
 NY0611
 NY0611;                    North         East    Units  Estimated Accuracy
 NY0611;SPC OR S     -   131,350.    1,380,640.      MT  (+/- 180 meters Scaled)
 NY0611
 NY0611                          SUPERSEDED SURVEY CONTROL
 NY0611
 NY0611  NGVD 29 (??/??/92) 1602.378  (m)         5257.14   (f) ADJ UNCH    2 0
 NY0611
 NY0611.Superseded values are not recommended for survey control.
 NY0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0611.See file dsdata.txt to determine how the superseded data were derived.
 NY0611
 NY0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN849435(NAD 83)
 NY0611_MARKER: DB = BENCH MARK DISK
 NY0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0611_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NY0611_STAMPING: C 61 1931
 NY0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0611+STABILITY: SURFACE MOTION
 NY0611
 NY0611  HISTORY     - Date     Condition        Report By
 NY0611  HISTORY     - 1931     MONUMENTED       CGS
 NY0611
 NY0611                          STATION DESCRIPTION
 NY0611
 NY0611'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 NY0611'2.2 MI E FROM CRATER LAKE NATIONAL PARK.
 NY0611'ABOUT 2 MILES NORTHWEST ALONG STATE HIGHWAY 232 FROM THE JUNCTION OF
 NY0611'THE DALLES-CALIFORNIA HIGHWAY (U.S. 97), KLAMATH COUNTY, ABOUT 2.2
 NY0611'MILES EAST OF THE EAST ENTRANCE TO CRATER LAKE NATIONAL PARK, ABOUT
 NY0611'135 FEET EAST OF SURVEY STATION 110, AND 31 FEET SOUTHWEST OF THE
 NY0611'CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED C 61 1931 AND
 NY0611'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0767 ***********************************************************************
 QE0767  DESIGNATION -  C 619
 QE0767  PID         -  QE0767
 QE0767  STATE/COUNTY-  OR/MARION
 QE0767  USGS QUAD   -  SALEM EAST (1986)
 QE0767
 QE0767                         *CURRENT SURVEY CONTROL
 QE0767  ___________________________________________________________________
 QE0767* NAD 83(1986)-  44 53 34.     (N)    122 59 24.     (W)     SCALED    
 QE0767* NAVD 88     -        73.923  (meters)     242.53   (feet)  ADJUSTED  
 QE0767  ___________________________________________________________________
 QE0767  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 QE0767  DYNAMIC HT  -          73.919 (meters)     242.52  (feet)  COMP
 QE0767  MODELED GRAV-     980,564.5   (mgal)                       NAVD 88
 QE0767
 QE0767  VERT ORDER  -  FIRST     CLASS II
 QE0767
 QE0767.The horizontal coordinates were scaled from a topographic map and have
 QE0767.an estimated accuracy of +/- 6 seconds.
 QE0767
 QE0767.The orthometric height was determined by differential leveling
 QE0767.and adjusted in June 1991.
 QE0767
 QE0767.The geoid height was determined by GEOID03.
 QE0767
 QE0767.The dynamic height is computed by dividing the NAVD 88
 QE0767.geopotential number by the normal gravity value computed on the
 QE0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0767.degrees latitude (g = 980.6199 gals.).
 QE0767
 QE0767.The modeled gravity was interpolated from observed gravity values.
 QE0767
 QE0767;                    North         East    Units  Estimated Accuracy
 QE0767;SPC OR N     -   139,280.    2,303,360.      MT  (+/- 180 meters Scaled)
 QE0767
 QE0767                          SUPERSEDED SURVEY CONTROL
 QE0767
 QE0767  NGVD 29 (??/??/92)   72.899  (m)          239.17   (f) ADJ UNCH    1 2
 QE0767
 QE0767.Superseded values are not recommended for survey control.
 QE0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0767.See file dsdata.txt to determine how the superseded data were derived.
 QE0767
 QE0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ007710(NAD 83)
 QE0767_MARKER: DD = SURVEY DISK
 QE0767_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QE0767_SP_SET: CURB
 QE0767_STAMPING: C 619 1968
 QE0767_MARK LOGO: ORHD  
 QE0767_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0767
 QE0767  HISTORY     - Date     Condition        Report By
 QE0767  HISTORY     - 1968     MONUMENTED       ORHD
 QE0767  HISTORY     - 1987     GOOD             USPSQD
 QE0767  HISTORY     - 1987     GOOD             NGS
 QE0767  HISTORY     - 1990     GOOD             USPSQD
 QE0767  HISTORY     - 20061018 MARK NOT FOUND   USPSQD
 QE0767
 QE0767                          STATION DESCRIPTION
 QE0767
 QE0767'DESCRIBED BY OREGON HIGHWAY DEPARTMENT 1968
 QE0767'4.4 MI SE FROM SALEM.
 QE0767'1.7 MILES SOUTH ALONG US INTERSTATE 5 FROM THE NORTH SANTIAM
 QE0767'INTERCHANGE (ORE22), IN THE NORTHEAST CORNER OF THE STRUCTURE OVER
 QE0767'TURNER ROAD, IN THE NORTH BOUND LANES OF I-5.  A OREGON STATE HIGHWAY
 QE0767'DEPT. STANDARD DISK, STAMPED C 619 1968.
 QE0767
 QE0767                          STATION RECOVERY (1987)
 QE0767
 QE0767'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWE)
 QE0767'RECOVERED IN GOOD CONDITION.
 QE0767
 QE0767                          STATION RECOVERY (1987)
 QE0767
 QE0767'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE0767'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  10.3 KM
 QE0767'(6.40 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 5 FROM ITS JUNCTION WITH
 QE0767'STATE HIGHWAY 99E IN SALEM, IN THE NORTHEAST CORNER OF THE SOUTHEAST
 QE0767'CURB OF THE NORTHBOUND HIGHWAY OVERPASS OF TURNER ROAD, 4.9 M
 QE0767'(16.1 FT) SOUTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 QE0767'HIGHWAY, 0.7 M (2.3 FT) SOUTHWEST OF THE NORTHEAST END OF THE CURB,
 QE0767'AND 0.2 M (0.7 FT) NORTHWEST OF A GUARDRAIL.
 QE0767'THE MARK IS 0.2 M ABOVE THE HIGHWAY.
 QE0767
 QE0767                          STATION RECOVERY (1990)
 QE0767
 QE0767'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCB)
 QE0767'RECOVERED IN GOOD CONDITION.
 QE0767
 QE0767                          STATION RECOVERY (2006)
 QE0767
 QE0767'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 QE0767'I 5 IN THIS AREA HAS BEEN WIDENED AND A NEW BRIDGE CONSTRUCTED AT THIS
 QE0767'LOCATION.  MEASUREMENTS PUTS STATION IF PRESENT UNDER PAVEMENT OF
 QE0767'ROADWAY
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0359 ***********************************************************************
 PB0359  DESIGNATION -  C 62
 PB0359  PID         -  PB0359
 PB0359  STATE/COUNTY-  OR/KLAMATH
 PB0359  USGS QUAD   -  CRESCENT (1967)
 PB0359
 PB0359                         *CURRENT SURVEY CONTROL
 PB0359  ___________________________________________________________________
 PB0359* NAD 83(1986)-  43 24 43.     (N)    121 43 15.     (W)     SCALED    
 PB0359* NAVD 88     -      1386.933  (meters)    4550.30   (feet)  ADJUSTED  
 PB0359  ___________________________________________________________________
 PB0359  GEOID HEIGHT-         -21.24  (meters)                     GEOID03
 PB0359  DYNAMIC HT  -        1386.223 (meters)    4547.97  (feet)  COMP
 PB0359  MODELED GRAV-     980,059.0   (mgal)                       NAVD 88
 PB0359
 PB0359  VERT ORDER  -  FIRST     CLASS II
 PB0359
 PB0359.The horizontal coordinates were scaled from a topographic map and have
 PB0359.an estimated accuracy of +/- 6 seconds.
 PB0359
 PB0359.The orthometric height was determined by differential leveling
 PB0359.and adjusted in June 1991.
 PB0359
 PB0359.The geoid height was determined by GEOID03.
 PB0359
 PB0359.The dynamic height is computed by dividing the NAVD 88
 PB0359.geopotential number by the normal gravity value computed on the
 PB0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0359.degrees latitude (g = 980.6199 gals.).
 PB0359
 PB0359.The modeled gravity was interpolated from observed gravity values.
 PB0359
 PB0359;                    North         East    Units  Estimated Accuracy
 PB0359;SPC OR S     -   194,590.    1,401,130.      MT  (+/- 180 meters Scaled)
 PB0359
 PB0359                          SUPERSEDED SURVEY CONTROL
 PB0359
 PB0359.No superseded survey control is available for this station.
 PB0359
 PB0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP035073(NAD 83)
 PB0359_MARKER: DB = BENCH MARK DISK
 PB0359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0359_STAMPING: 4546.037 C 62 1931
 PB0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0359+STABILITY: SURFACE MOTION
 PB0359
 PB0359  HISTORY     - Date     Condition        Report By
 PB0359  HISTORY     - 1931     MONUMENTED       CGS
 PB0359  HISTORY     - 1934     GOOD             NGS
 PB0359  HISTORY     - 19880719 MARK NOT FOUND   NGS
 PB0359
 PB0359                          STATION DESCRIPTION
 PB0359
 PB0359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PB0359'3.8 MI S FROM CRESCENT.
 PB0359'3.8 MILES SOUTH ALONG THE DALLES - CALIFORNIA HIGHWAY FROM CRESCENT,
 PB0359'KLAMATH COUNTY, 120 FEET SOUTH OF MILEPOST 193, 120 FEET NORTH OF THE
 PB0359'SOUTH END OF A SHORT TANGENT ASCENDING TOWARD THE NORTH, AT THE SOUTH
 PB0359'END OF A SMALL CUT, 26 FEET EAST OF THE HIGHWAY CENTERLINE, IN THE TOP
 PB0359'OF A CONCRETE POST PROJECTING 8 INCHES ABOVE THE GROUND.  A STANDARD
 PB0359'DISK STAMPED 4546.037 C 62 1931.
 PB0359
 PB0359                          STATION RECOVERY (1988)
 PB0359
 PB0359'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 PB0359'THERE HAS BEEN ROAD CONSTRUCTION AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0758 ***********************************************************************
 QE0758  DESIGNATION -  C 620
 QE0758  PID         -  QE0758
 QE0758  STATE/COUNTY-  OR/MARION
 QE0758  USGS QUAD   -  SALEM EAST (1986)
 QE0758
 QE0758                         *CURRENT SURVEY CONTROL
 QE0758  ___________________________________________________________________
 QE0758* NAD 83(1986)-  44 58 05.     (N)    122 59 24.     (W)     SCALED    
 QE0758* NAVD 88     -        60.303  (meters)     197.84   (feet)  ADJUSTED  
 QE0758  ___________________________________________________________________
 QE0758  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 QE0758  DYNAMIC HT  -          60.300 (meters)     197.83  (feet)  COMP
 QE0758  MODELED GRAV-     980,573.3   (mgal)                       NAVD 88
 QE0758
 QE0758  VERT ORDER  -  SECOND    CLASS 0
 QE0758
 QE0758.The horizontal coordinates were scaled from a topographic map and have
 QE0758.an estimated accuracy of +/- 6 seconds.
 QE0758
 QE0758.The orthometric height was determined by differential leveling
 QE0758.and adjusted in June 1991.
 QE0758
 QE0758.The geoid height was determined by GEOID03.
 QE0758
 QE0758.The dynamic height is computed by dividing the NAVD 88
 QE0758.geopotential number by the normal gravity value computed on the
 QE0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0758.degrees latitude (g = 980.6199 gals.).
 QE0758
 QE0758.The modeled gravity was interpolated from observed gravity values.
 QE0758
 QE0758;                    North         East    Units  Estimated Accuracy
 QE0758;SPC OR N     -   147,640.    2,303,610.      MT  (+/- 180 meters Scaled)
 QE0758
 QE0758                          SUPERSEDED SURVEY CONTROL
 QE0758
 QE0758  NGVD 29 (??/??/92)   59.277  (m)          194.48   (f) ADJ UNCH    2 0
 QE0758
 QE0758.Superseded values are not recommended for survey control.
 QE0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0758.See file dsdata.txt to determine how the superseded data were derived.
 QE0758
 QE0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ007794(NAD 83)
 QE0758_MARKER: DD = SURVEY DISK
 QE0758_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QE0758_SP_SET: STRUCTURE
 QE0758_STAMPING: C 620 1969
 QE0758_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0758
 QE0758  HISTORY     - Date     Condition        Report By
 QE0758  HISTORY     - 1969     MONUMENTED       ORDT
 QE0758  HISTORY     - 1987     GOOD             USPSQD
 QE0758  HISTORY     - 1990     GOOD             USPSQD
 QE0758  HISTORY     - 19920806 GOOD             USPSQD
 QE0758  HISTORY     - 20040308 MARK NOT FOUND   USPSQD
 QE0758
 QE0758                          STATION DESCRIPTION
 QE0758
 QE0758'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1969
 QE0758'IN SALEM.
 QE0758'1.0 MILE SOUTH OF THE HAYESVILLE INTERCHANGE ALONG US INTERSTATE 5 AT
 QE0758'THE SILVERTON ROAD UNDERCROSSING, IN THE NORTHEAST CORNER OF THE
 QE0758'STRUCTURE.  A OREGON STATE HIGHWAY DEPT. STANDARD DISK, STAMPED C 620
 QE0758'1969.
 QE0758
 QE0758                          STATION RECOVERY (1987)
 QE0758
 QE0758'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWE)
 QE0758'RECOVERED IN GOOD CONDITION.
 QE0758
 QE0758                          STATION RECOVERY (1990)
 QE0758
 QE0758'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCB)
 QE0758'RECOVERED IN GOOD CONDITION.
 QE0758
 QE0758                          STATION RECOVERY (1992)
 QE0758
 QE0758'RECOVERY NOTE BY US POWER SQUADRON 1992 (RWB)
 QE0758'RECOVERED IN GOOD CONDITION.
 QE0758
 QE0758                          STATION RECOVERY (2004)
 QE0758
 QE0758'RECOVERY NOTE BY US POWER SQUADRON 2004 (CN)
 QE0758'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2732 ***********************************************************************
 QE2732  DESIGNATION -  C 625
 QE2732  PID         -  QE2732
 QE2732  STATE/COUNTY-  OR/LINCOLN
 QE2732  USGS QUAD   -  TOLEDO NORTH (1984)
 QE2732
 QE2732                         *CURRENT SURVEY CONTROL
 QE2732  ___________________________________________________________________
 QE2732* NAD 83(1986)-  44 43 09.     (N)    123 55 05.     (W)     SCALED    
 QE2732* NAVD 88     -        40.944  (meters)     134.33   (feet)  ADJUSTED  
 QE2732  ___________________________________________________________________
 QE2732  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 QE2732  DYNAMIC HT  -          40.944 (meters)     134.33  (feet)  COMP
 QE2732  MODELED GRAV-     980,616.0   (mgal)                       NAVD 88
 QE2732
 QE2732  VERT ORDER  -  SECOND    CLASS I
 QE2732
 QE2732.The horizontal coordinates were scaled from a topographic map and have
 QE2732.an estimated accuracy of +/- 6 seconds.
 QE2732
 QE2732.The orthometric height was determined by differential leveling
 QE2732.and adjusted in August 1995.
 QE2732
 QE2732.The geoid height was determined by GEOID03.
 QE2732
 QE2732.The dynamic height is computed by dividing the NAVD 88
 QE2732.geopotential number by the normal gravity value computed on the
 QE2732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE2732.degrees latitude (g = 980.6199 gals.).
 QE2732
 QE2732.The modeled gravity was interpolated from observed gravity values.
 QE2732
 QE2732;                    North         East    Units  Estimated Accuracy
 QE2732;SPC OR N     -   122,680.    2,229,290.      MT  (+/- 180 meters Scaled)
 QE2732
 QE2732                          SUPERSEDED SURVEY CONTROL
 QE2732
 QE2732.No superseded survey control is available for this station.
 QE2732
 QE2732_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ272521(NAD 83)
 QE2732_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QE2732_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QE2732_SP_SET: BRIDGE CURB
 QE2732_STAMPING: C 625 1969
 QE2732_MARK LOGO: ORHD  
 QE2732_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE2732
 QE2732  HISTORY     - Date     Condition        Report By
 QE2732  HISTORY     - 1969     MONUMENTED       ORHD
 QE2732  HISTORY     - 1979     GOOD             USGS
 QE2732
 QE2732                          STATION DESCRIPTION
 QE2732
 QE2732'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 QE2732'0.2 KM (0.15 MI) SOUTH FROM SILETZ.
 QE2732'SILETZ, 0.15 MI S OF, ALONG OR HWY 229.  AT BRIDGE OVER SILETZ RIVER,
 QE2732'3.6 FT S OF NORTH END OF WEST CONCRETE CURB OF BRIDGE, 14.7 FT W OF
 QE2732'CENTERLINE OF BRIDGE, 1.1 FT W OF BRIDGE CURB.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0365 ***********************************************************************
 RB0365  DESIGNATION -  C 627
 RB0365  PID         -  RB0365
 RB0365  STATE/COUNTY-  OR/UMATILLA
 RB0365  USGS QUAD   -  TABLE ROCK (1974)
 RB0365
 RB0365                         *CURRENT SURVEY CONTROL
 RB0365  ___________________________________________________________________
 RB0365* NAD 83(1986)-  45 37 16.     (N)    118 39 30.     (W)     SCALED    
 RB0365* NAVD 88     -       483.206  (meters)    1585.32   (feet)  ADJUSTED  
 RB0365  ___________________________________________________________________
 RB0365  GEOID HEIGHT-         -20.28  (meters)                     GEOID03
 RB0365  DYNAMIC HT  -         483.142 (meters)    1585.11  (feet)  COMP
 RB0365  MODELED GRAV-     980,469.7   (mgal)                       NAVD 88
 RB0365
 RB0365  VERT ORDER  -  SECOND    CLASS 0
 RB0365
 RB0365.The horizontal coordinates were scaled from a topographic map and have
 RB0365.an estimated accuracy of +/- 6 seconds.
 RB0365
 RB0365.The orthometric height was determined by differential leveling
 RB0365.and adjusted in June 1991.
 RB0365
 RB0365.The geoid height was determined by GEOID03.
 RB0365
 RB0365.The dynamic height is computed by dividing the NAVD 88
 RB0365.geopotential number by the normal gravity value computed on the
 RB0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0365.degrees latitude (g = 980.6199 gals.).
 RB0365
 RB0365.The modeled gravity was interpolated from observed gravity values.
 RB0365
 RB0365;                    North         East    Units  Estimated Accuracy
 RB0365;SPC OR N     -   218,820.    2,643,610.      MT  (+/- 180 meters Scaled)
 RB0365
 RB0365                          SUPERSEDED SURVEY CONTROL
 RB0365
 RB0365  NGVD 29 (??/??/92)  482.178  (m)         1581.95   (f) ADJ UNCH    2 0
 RB0365
 RB0365.Superseded values are not recommended for survey control.
 RB0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0365.See file dsdata.txt to determine how the superseded data were derived.
 RB0365
 RB0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL707532(NAD 83)
 RB0365_MARKER: DD = SURVEY DISK
 RB0365_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RB0365_SP_SET: MONUMENT
 RB0365_STAMPING: C 627 1970
 RB0365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RB0365
 RB0365  HISTORY     - Date     Condition        Report By
 RB0365  HISTORY     - 1970     MONUMENTED       ORDT
 RB0365
 RB0365                          STATION DESCRIPTION
 RB0365
 RB0365'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1970
 RB0365'3.7 MI SE FROM MISSION.
 RB0365'ABOUT 1.66 MILES EAST ON INTERSTATE 80N FROM THE MISSION-GIBBON
 RB0365'OVERCROSSING.  THE MARK IS ON THE LEFT SIDE OF THE HIGHWAY 15 FEET
 RB0365'SOUTH OF THREE WOODEN POWER POLES THAT FORM A TOWER, AND 1 FOOT NORTH
 RB0365'OF A METAL WITNESS POST.  OSHD BENCH MARK DISK SET IN A CONCRETE
 RB0365'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0388 ***********************************************************************
 QD0388  DESIGNATION -  C 63
 QD0388  PID         -  QD0388
 QD0388  STATE/COUNTY-  OR/CROOK
 QD0388  USGS QUAD   -  OCHOCO RESERVOIR (1992)
 QD0388
 QD0388                         *CURRENT SURVEY CONTROL
 QD0388  ___________________________________________________________________
 QD0388* NAD 83(1986)-  44 18 03.     (N)    120 43 43.     (W)     SCALED    
 QD0388* NAVD 88     -       943.430  (meters)    3095.24   (feet)  ADJUSTED  
 QD0388  ___________________________________________________________________
 QD0388  GEOID HEIGHT-         -20.22  (meters)                     GEOID03
 QD0388  DYNAMIC HT  -         943.114 (meters)    3094.20  (feet)  COMP
 QD0388  MODELED GRAV-     980,251.6   (mgal)                       NAVD 88
 QD0388
 QD0388  VERT ORDER  -  FIRST     CLASS II
 QD0388
 QD0388.The horizontal coordinates were scaled from a topographic map and have
 QD0388.an estimated accuracy of +/- 6 seconds.
 QD0388
 QD0388.The orthometric height was determined by differential leveling
 QD0388.and adjusted in June 1991.
 QD0388
 QD0388.The geoid height was determined by GEOID03.
 QD0388
 QD0388.The dynamic height is computed by dividing the NAVD 88
 QD0388.geopotential number by the normal gravity value computed on the
 QD0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0388.degrees latitude (g = 980.6199 gals.).
 QD0388
 QD0388.The modeled gravity was interpolated from observed gravity values.
 QD0388
 QD0388;                    North         East    Units  Estimated Accuracy
 QD0388;SPC OR S     -   292,660.    1,481,760.      MT  (+/- 180 meters Scaled)
 QD0388
 QD0388                          SUPERSEDED SURVEY CONTROL
 QD0388
 QD0388  NGVD 29 (??/??/92)  942.287  (m)         3091.49   (f) ADJ UNCH    1 2
 QD0388
 QD0388.Superseded values are not recommended for survey control.
 QD0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0388.See file dsdata.txt to determine how the superseded data were derived.
 QD0388
 QD0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ811077(NAD 83)
 QD0388_MARKER: DB = BENCH MARK DISK
 QD0388_SETTING: 80 = SET IN A BOULDER
 QD0388_SP_SET: BOULDER
 QD0388_STAMPING: C 63 1931
 QD0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0388+STABILITY: SURFACE MOTION
 QD0388
 QD0388  HISTORY     - Date     Condition        Report By
 QD0388  HISTORY     - 1931     MONUMENTED       CGS
 QD0388  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 QD0388  HISTORY     - 19880718 MARK NOT FOUND   NGS
 QD0388
 QD0388                          STATION DESCRIPTION
 QD0388
 QD0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 QD0388'5.9 MI E FROM PRINEVILLE.
 QD0388'BRONZE TABLET SET IN GRANITE BOULDER 5.9 MILES EAST OF PRINEVILLE.  1
 QD0388'FOOT ABOVE GROUND.  40 FEET WEST OF GATE.  30 FEET S.W. OF CENTER LINE
 QD0388'OF ROAD (OCHOCO HIGHWAY, U.S. 28).
 QD0388
 QD0388                          STATION RECOVERY (1986)
 QD0388
 QD0388'RECOVERY NOTE BY US POWER SQUADRON 1986 (CDL)
 QD0388'MARK NOT FOUND.
 QD0388
 QD0388                          STATION RECOVERY (1988)
 QD0388
 QD0388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QD0388'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0570 ***********************************************************************
 RC0570  DESIGNATION -  C 636
 RC0570  PID         -  RC0570
 RC0570  STATE/COUNTY-  OR/SHERMAN
 RC0570  USGS QUAD   -  RUFUS (1971)
 RC0570
 RC0570                         *CURRENT SURVEY CONTROL
 RC0570  ___________________________________________________________________
 RC0570* NAD 83(1986)-  45 42 24.     (N)    120 41 48.     (W)     SCALED    
 RC0570* NAVD 88     -        85.076  (meters)     279.12   (feet)  ADJUSTED  
 RC0570  ___________________________________________________________________
 RC0570  GEOID HEIGHT-         -21.33  (meters)                     GEOID03
 RC0570  DYNAMIC HT  -          85.075 (meters)     279.12  (feet)  COMP
 RC0570  MODELED GRAV-     980,598.1   (mgal)                       NAVD 88
 RC0570
 RC0570  VERT ORDER  -  FIRST     CLASS I
 RC0570
 RC0570.The horizontal coordinates were scaled from a topographic map and have
 RC0570.an estimated accuracy of +/- 6 seconds.
 RC0570
 RC0570.The orthometric height was determined by differential leveling
 RC0570.and adjusted in June 1991.
 RC0570
 RC0570.The geoid height was determined by GEOID03.
 RC0570
 RC0570.The dynamic height is computed by dividing the NAVD 88
 RC0570.geopotential number by the normal gravity value computed on the
 RC0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0570.degrees latitude (g = 980.6199 gals.).
 RC0570
 RC0570.The modeled gravity was interpolated from observed gravity values.
 RC0570
 RC0570;                    North         East    Units  Estimated Accuracy
 RC0570;SPC OR N     -   226,710.    2,484,690.      MT  (+/- 180 meters Scaled)
 RC0570
 RC0570                          SUPERSEDED SURVEY CONTROL
 RC0570
 RC0570  NGVD 29 (??/??/92)   84.090  (m)          275.89   (f) ADJ UNCH    1 1
 RC0570
 RC0570.Superseded values are not recommended for survey control.
 RC0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0570.See file dsdata.txt to determine how the superseded data were derived.
 RC0570
 RC0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR792640(NAD 83)
 RC0570_MARKER: DB = BENCH MARK DISK
 RC0570_SETTING: 66 = SET IN ROCK OUTCROP
 RC0570_SP_SET: ROCK OUTCROP
 RC0570_STAMPING: C 636 1968
 RC0570_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RC0570+STABILITY: POSITION/ELEVATION WELL
 RC0570
 RC0570  HISTORY     - Date     Condition        Report By
 RC0570  HISTORY     - 1968     MONUMENTED       CGS
 RC0570  HISTORY     - 1989     GOOD             USPSQD
 RC0570  HISTORY     - 1989     GOOD             USPSQD
 RC0570
 RC0570                          STATION DESCRIPTION
 RC0570
 RC0570'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 RC0570'1.8 MI NE FROM RUFUS.
 RC0570'1.8 MILES NORTHEAST ALONG INTERSTATE HIGHWAY 80 N FROM AN OVERPASS
 RC0570'OVER THE ACCESS ROAD AT RUFUS, IN R17E T3N, SECTION 28, 0.15 MILE EAST
 RC0570'OF HIGHWAY MILEAGE SIGN 110, SET VERTICALLY IN THE NORTH FACE OF A
 RC0570'MASSIVE OUTCROP IN A CUT, 45 1/2 FEET SOUTH OF THE CENTER LINE OF THE
 RC0570'EAST BOUND LANES OF THE HIGHWAY, 135 FEET EAST OF A POINT UNDER THE
 RC0570'CENTER OF A POWER LINE WHICH CROSSES THE HIGHWAY, ABOUT 2 FEET HIGHER
 RC0570'THAN THE HIGHWAY AND 1 1/2 FEET ABOVE THE GROUND.
 RC0570
 RC0570                          STATION RECOVERY (1989)
 RC0570
 RC0570'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RC0570'RECOVERED IN GOOD CONDITION.
 RC0570
 RC0570                          STATION RECOVERY (1989)
 RC0570
 RC0570'RECOVERY NOTE BY US POWER SQUADRON 1989 (RCC)
 RC0570'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0911 ***********************************************************************
 RC0911  DESIGNATION -  C 637
 RC0911  PID         -  RC0911
 RC0911  STATE/COUNTY-  OR/WASCO
 RC0911  USGS QUAD   -  WISHRAM (1994)
 RC0911
 RC0911                         *CURRENT SURVEY CONTROL
 RC0911  ___________________________________________________________________
 RC0911* NAD 83(1986)-  45 38 43.     (N)    120 59 47.     (W)     SCALED    
 RC0911* NAVD 88     -        53.324  (meters)     174.95   (feet)  ADJUSTED  
 RC0911  ___________________________________________________________________
 RC0911  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 RC0911  DYNAMIC HT  -          53.323 (meters)     174.94  (feet)  COMP
 RC0911  MODELED GRAV-     980,599.6   (mgal)                       NAVD 88
 RC0911
 RC0911  VERT ORDER  -  FIRST     CLASS I
 RC0911
 RC0911.The horizontal coordinates were scaled from a topographic map and have
 RC0911.an estimated accuracy of +/- 6 seconds.
 RC0911
 RC0911.The orthometric height was determined by differential leveling
 RC0911.and adjusted in June 1991.
 RC0911
 RC0911.The geoid height was determined by GEOID03.
 RC0911
 RC0911.The dynamic height is computed by dividing the NAVD 88
 RC0911.geopotential number by the normal gravity value computed on the
 RC0911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0911.degrees latitude (g = 980.6199 gals.).
 RC0911
 RC0911.The modeled gravity was interpolated from observed gravity values.
 RC0911
 RC0911;                    North         East    Units  Estimated Accuracy
 RC0911;SPC OR N     -   219,990.    2,461,310.      MT  (+/- 180 meters Scaled)
 RC0911
 RC0911                          SUPERSEDED SURVEY CONTROL
 RC0911
 RC0911  NGVD 29 (??/??/92)   52.328  (m)          171.68   (f) ADJ UNCH    1 1
 RC0911
 RC0911.Superseded values are not recommended for survey control.
 RC0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0911.See file dsdata.txt to determine how the superseded data were derived.
 RC0911
 RC0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR561565(NAD 83)
 RC0911_MARKER: DB = BENCH MARK DISK
 RC0911_SETTING: 66 = SET IN ROCK OUTCROP
 RC0911_SP_SET: ROCK OUTCROP
 RC0911_STAMPING: C 637 1968
 RC0911_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RC0911+STABILITY: POSITION/ELEVATION WELL
 RC0911
 RC0911  HISTORY     - Date     Condition        Report By
 RC0911  HISTORY     - 1968     MONUMENTED       CGS
 RC0911  HISTORY     - 1985     GOOD             USPSQD
 RC0911  HISTORY     - 1987     GOOD             USPSQD
 RC0911
 RC0911                          STATION DESCRIPTION
 RC0911
 RC0911'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 RC0911'10.65 MI NE FROM THE DALLES.
 RC0911'10.65 MILES NORTHEAST ALONG INTERSTATE HIGHWAY 80 N FROM THE POST
 RC0911'OFFICE AT THE DALLES, IN R14E T2N, SECTION 19, 0.4 MILE EAST OF
 RC0911'HIGHWAY MILEPOST 93, 23 1/2 POLES EAST OF RAILROAD MILEPOLE 94, 0.05
 RC0911'MILE EAST OF THE EAST END OF A GUARDRAIL, AT THE BASE OF A SHEER
 RC0911'OUTCROP IN A CUT, IN THE TOP OF AN OUTCROP WHICH PROJECTS ABOUT 1/2
 RC0911'FOOT ABOVE THE GROUND, 59 FEET SOUTH OF THE CENTER LINE OF THE EAST
 RC0911'BOUND LANES OF THE HIGHWAY, 23 FEET NORTH OF THE BASE OF THE CUT, 1.7
 RC0911'FEET SOUTHWEST OF A WITNESS POST, AND ABOUT 1/2 FOOT HIGHER THAN THE
 RC0911'HIGHWAY.
 RC0911
 RC0911                          STATION RECOVERY (1985)
 RC0911
 RC0911'RECOVERY NOTE BY US POWER SQUADRON 1985
 RC0911'DESCRIPTION ADEQUATE: EXCEPT, INTERSTATE HIGHWAY 80 NORTH IS NOW
 RC0911'INTERSTATE HIGHWAY 84. WITNESS POST WAS RECOVERED AT STATION.
 RC0911
 RC0911                          STATION RECOVERY (1987)
 RC0911
 RC0911'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWE)
 RC0911'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0089 ***********************************************************************
 RC0089  DESIGNATION -  C 638
 RC0089  PID         -  RC0089
 RC0089  STATE/COUNTY-  OR/GILLIAM
 RC0089  USGS QUAD   -  ARLINGTON (1971)
 RC0089
 RC0089                         *CURRENT SURVEY CONTROL
 RC0089  ___________________________________________________________________
 RC0089* NAD 83(1986)-  45 42 55.     (N)    120 14 15.     (W)     SCALED    
 RC0089* NAVD 88     -       116.643  (meters)     382.69   (feet)  ADJUSTED  
 RC0089  ___________________________________________________________________
 RC0089  GEOID HEIGHT-         -21.58  (meters)                     GEOID03
 RC0089  DYNAMIC HT  -         116.641 (meters)     382.68  (feet)  COMP
 RC0089  MODELED GRAV-     980,602.4   (mgal)                       NAVD 88
 RC0089
 RC0089  VERT ORDER  -  FIRST     CLASS I
 RC0089
 RC0089.The horizontal coordinates were scaled from a topographic map and have
 RC0089.an estimated accuracy of +/- 6 seconds.
 RC0089
 RC0089.The orthometric height was determined by differential leveling
 RC0089.and adjusted in June 1991.
 RC0089
 RC0089.The geoid height was determined by GEOID03.
 RC0089
 RC0089.The dynamic height is computed by dividing the NAVD 88
 RC0089.geopotential number by the normal gravity value computed on the
 RC0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0089.degrees latitude (g = 980.6199 gals.).
 RC0089
 RC0089.The modeled gravity was interpolated from observed gravity values.
 RC0089
 RC0089;                    North         East    Units  Estimated Accuracy
 RC0089;SPC OR N     -   227,680.    2,520,440.      MT  (+/- 180 meters Scaled)
 RC0089
 RC0089                          SUPERSEDED SURVEY CONTROL
 RC0089
 RC0089  NGVD 29 (??/??/92)  115.645  (m)          379.41   (f) ADJ UNCH    1 1
 RC0089
 RC0089.Superseded values are not recommended for survey control.
 RC0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0089.See file dsdata.txt to determine how the superseded data were derived.
 RC0089
 RC0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGR149661(NAD 83)
 RC0089_MARKER: DB = BENCH MARK DISK
 RC0089_SETTING: 66 = SET IN ROCK OUTCROP
 RC0089_SP_SET: ROCK OUTCROP
 RC0089_STAMPING: C 638 1968
 RC0089_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RC0089+STABILITY: POSITION/ELEVATION WELL
 RC0089
 RC0089  HISTORY     - Date     Condition        Report By
 RC0089  HISTORY     - 1968     MONUMENTED       CGS
 RC0089  HISTORY     - 1987     GOOD             USPSQD
 RC0089  HISTORY     - 1989     GOOD             USPSQD
 RC0089  HISTORY     - 1989     GOOD             USPSQD
 RC0089
 RC0089                          STATION DESCRIPTION
 RC0089
 RC0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 RC0089'1.55 MI W FROM ARLINGTON.
 RC0089'1.55 MILES WEST ALONG INTERSTATE HIGHWAY 80 N FROM THE BRIDGE OVER
 RC0089'ALKALI CANYON AT ARLINGTON, NEAR THE EAST END OF A ROCKY CUT, IN THE
 RC0089'TOP OF A LEDGE OF AN OUTCROP, 52 1/2 FEET SOUTH OF THE CENTER LINE OF
 RC0089'THE EAST BOUND LANES OF THE HIGHWAY, 1.8 FEET EAST OF A WITNESS POST,
 RC0089'ABOUT LEVEL WITH THE HIGHWAY AND 2 FEET ABOVE THE GROUND.
 RC0089
 RC0089                          STATION RECOVERY (1987)
 RC0089
 RC0089'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWE)
 RC0089'RECOVERED IN GOOD CONDITION.
 RC0089
 RC0089                          STATION RECOVERY (1989)
 RC0089
 RC0089'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RC0089'RECOVERED IN GOOD CONDITION.
 RC0089
 RC0089                          STATION RECOVERY (1989)
 RC0089
 RC0089'RECOVERY NOTE BY US POWER SQUADRON 1989 (RCC)
 RC0089'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB1037 ***********************************************************************
 RB1037  DESIGNATION -  C 639
 RB1037  PID         -  RB1037
 RB1037  STATE/COUNTY-  OR/MORROW
 RB1037  USGS QUAD   -  CROW BUTTE (1993)
 RB1037
 RB1037                         *CURRENT SURVEY CONTROL
 RB1037  ___________________________________________________________________
 RB1037* NAD 83(1991)-  45 49 00.29559(N)    119 48 47.27545(W)     ADJUSTED  
 RB1037* NAVD 88     -       112.281  (meters)     368.38   (feet)  ADJUSTED  
 RB1037  ___________________________________________________________________
 RB1037  X           -  -2,213,916.748 (meters)                     COMP
 RB1037  Y           -  -3,863,662.888 (meters)                     COMP
 RB1037  Z           -   4,551,140.054 (meters)                     COMP
 RB1037  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 RB1037  ELLIP HEIGHT-          90.531 (meters)          (12/23/92) ADJUSTED
 RB1037  GEOID HEIGHT-         -21.87  (meters)                     GEOID03
 RB1037  DYNAMIC HT  -         112.280 (meters)     368.37  (feet)  COMP
 RB1037  MODELED GRAV-     980,608.5   (mgal)                       NAVD 88
 RB1037
 RB1037  HORZ ORDER  -  THIRD
 RB1037  VERT ORDER  -  FIRST     CLASS I
 RB1037  ELLP ORDER  -  FOURTH    CLASS II
 RB1037
 RB1037.The horizontal coordinates were established by GPS observations
 RB1037.and adjusted by the National Geodetic Survey in December 1992.
 RB1037
 RB1037.The orthometric height was determined by differential leveling
 RB1037.and adjusted in June 1991.
 RB1037
 RB1037.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RB1037
 RB1037.The Laplace correction was computed from DEFLEC99 derived deflections.
 RB1037
 RB1037.The ellipsoidal height was determined by GPS observations
 RB1037.and is referenced to NAD 83.
 RB1037
 RB1037.The geoid height was determined by GEOID03.
 RB1037
 RB1037.The dynamic height is computed by dividing the NAVD 88
 RB1037.geopotential number by the normal gravity value computed on the
 RB1037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB1037.degrees latitude (g = 980.6199 gals.).
 RB1037
 RB1037.The modeled gravity was interpolated from observed gravity values.
 RB1037
 RB1037;                    North         East     Units Scale Factor Converg.
 RB1037;SPC OR N     -   239,153.788 2,553,379.576   MT  0.99995857   +0 29 13.6
 RB1037;SPC OR N     -   784,625.29  8,377,229.58   iFT  0.99995857   +0 29 13.6
 RB1037;SPC WA S     -    53,964.517   553,381.959   MT  1.00000380   +0 29 56.2
 RB1037;SPC WA S     -   177,048.59  1,815,553.98   sFT  1.00000380   +0 29 56.2
 RB1037;UTM  11      - 5,077,536.243   281,457.094   MT  1.00018721   -2 01 05.3
 RB1037
 RB1037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RB1037!SPC OR N     -   0.99998581  x   0.99995857  =   0.99994438
 RB1037!SPC WA S     -   0.99998581  x   1.00000380  =   0.99998961
 RB1037!UTM  11      -   0.99998581  x   1.00018721  =   1.00017301
 RB1037
 RB1037                          SUPERSEDED SURVEY CONTROL
 RB1037
 RB1037  NGVD 29 (??/??/92)  111.270  (m)          365.06   (f) ADJ UNCH    1 1
 RB1037
 RB1037.Superseded values are not recommended for survey control.
 RB1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1037.See file dsdata.txt to determine how the superseded data were derived.
 RB1037
 RB1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKL8145777536(NAD 83)
 RB1037_MARKER: DB = BENCH MARK DISK
 RB1037_SETTING: 66 = SET IN ROCK OUTCROP
 RB1037_SP_SET: ROCK OUTCROP
 RB1037_STAMPING: C 639 1968
 RB1037_MARK LOGO: CGS   
 RB1037_MAGNETIC: N = NO MAGNETIC MATERIAL
 RB1037_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RB1037+STABILITY: POSITION/ELEVATION WELL
 RB1037_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RB1037+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1992
 RB1037
 RB1037  HISTORY     - Date     Condition        Report By
 RB1037  HISTORY     - 1968     MONUMENTED       CGS
 RB1037  HISTORY     - 1988     GOOD             USPSQD
 RB1037  HISTORY     - 1989     GOOD             USPSQD
 RB1037  HISTORY     - 19920817 GOOD             NGS
 RB1037
 RB1037                          STATION DESCRIPTION
 RB1037
 RB1037'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 RB1037'6.25 MI W FROM BOARDMAN.
 RB1037'4.9 MILES WEST ALONG INTERSTATE HIGHWAY 80 N FROM THE OVERPASS AT
 RB1037'BOARDMAN, THENCE 0.6 MILE SOUTH ALONG TOWER ROAD, THENCE 0.75 MILE
 RB1037'WEST ALONG A GRAVELED ROAD, AT BOARDMAN BOMBING RANGE INTERNATIONAL
 RB1037'AIR TERMINAL, IN THE TOP OF AN OUTCROP, 178 FEET SOUTHEAST OF THE
 RB1037'SOUTHEAST EDGE OF THE NORTHEAST-SOUTHWEST ASPHALT RUNWAY, 212 FEET
 RB1037'SOUTH OF THE EAST CORNER OF THE NORTHEAST-SOUTHWEST RUNWAY, 1.2 FEET
 RB1037'SOUTHWEST OF A WITNESS POST, AND ABOUT LEVEL WITH THE RUNWAY.
 RB1037
 RB1037                          STATION RECOVERY (1988)
 RB1037
 RB1037'RECOVERY NOTE BY US POWER SQUADRON 1988 (RCC)
 RB1037'RECOVERED IN GOOD CONDITION.
 RB1037
 RB1037                          STATION RECOVERY (1989)
 RB1037
 RB1037'RECOVERY NOTE BY US POWER SQUADRON 1989 (RCC)
 RB1037'RECOVERED IN GOOD CONDITION.
 RB1037
 RB1037                          STATION RECOVERY (1992)
 RB1037
 RB1037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 RB1037'STATION IS LOCATED ABOUT 70 KM (43.5 MI)  WEST OF PENDELTON, 8 KM
 RB1037'(5.0 MI)  WEST OF BOARDMAN, 1 KM (0.6 MI)  SOUTH OF INTERSTATE
 RB1037'HIGHWAY 80, AT THE BOARDMAN AIRPORT, NEAR THE APRON AT RUNWAY END 22.
 RB1037'OWNERSHIP--PORT OF MORROW, PO BOX 200, BOARDMAN, OR 97818.  CONTACT
 RB1037'GARY NEAL, PORT OF MORROW, PHONE 503-481-7678.
 RB1037'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 80 AND TOWER ROAD
 RB1037'(EXIT 159), ABOUT 8 KM (5.0 MI)  WEST OF BOARDMAN, GO SOUTH ON TOWER
 RB1037'ROAD FOR 0.92 KM (0.57 MI)  TO A PAVED ROAD RIGHT.  TURN RIGHT, WEST,
 RB1037'ON ROAD FOR 1.0 KM (0.6 MI)  TO A LOCKED GATE (COMBINATION IS ON
 RB1037'RUNWAY END SHEET).  CONTINUE AHEAD FOR 0.17 KM (0.11 MI)  TO THE
 RB1037'APRON.  TURN LEFT, SOUTHEAST, ON APRON FOR 50 M (164.0 FT)  TO THE
 RB1037'STATION ON THE RIGHT.
 RB1037'STATION MARK IS SET IN A DRILL HOLE IN THE TOP OF A ROCK OUTCROP.  IT
 RB1037'IS 54.85 M (179.95 FT)  SOUTHEAST OF THE SOUTHEAST EDGE OF THE
 RB1037'RUNWAY, 25.85 M (84.81 FT)  NORTH OF THE NORTHEAST CORNER OF THE MOST
 RB1037'WESTERLY METAL HANGAR, 4.2 M (13.8 FT)  SOUTHWEST OF THE WEST EDGE OF
 RB1037'THE APRON, AND 0.45 M (1.48 FT)  SOUTHWEST OF A METAL WITNESS POST,
 RB1037'AND ABOUT LEVEL WITH THE RUNWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0180 ***********************************************************************
 QD0180  DESIGNATION -  C 64
 QD0180  PID         -  QD0180
 QD0180  STATE/COUNTY-  OR/WHEELER
 QD0180  USGS QUAD   -  LAWSON MOUNTAIN (1992)
 QD0180
 QD0180                         *CURRENT SURVEY CONTROL
 QD0180  ___________________________________________________________________
 QD0180* NAD 83(1986)-  44 31 34.     (N)    120 19 06.     (W)     SCALED    
 QD0180* NAVD 88     -      1025.365  (meters)    3364.05   (feet)  ADJUSTED  
 QD0180  ___________________________________________________________________
 QD0180  GEOID HEIGHT-         -19.63  (meters)                     GEOID03
 QD0180  DYNAMIC HT  -        1025.023 (meters)    3362.93  (feet)  COMP
 QD0180  MODELED GRAV-     980,249.3   (mgal)                       NAVD 88
 QD0180
 QD0180  VERT ORDER  -  FIRST     CLASS II
 QD0180
 QD0180.The horizontal coordinates were scaled from a topographic map and have
 QD0180.an estimated accuracy of +/- 6 seconds.
 QD0180
 QD0180.The orthometric height was determined by differential leveling
 QD0180.and adjusted in June 1991.
 QD0180
 QD0180.The geoid height was determined by GEOID03.
 QD0180
 QD0180.The dynamic height is computed by dividing the NAVD 88
 QD0180.geopotential number by the normal gravity value computed on the
 QD0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0180.degrees latitude (g = 980.6199 gals.).
 QD0180
 QD0180.The modeled gravity was interpolated from observed gravity values.
 QD0180
 QD0180;                    North         East    Units  Estimated Accuracy
 QD0180;SPC OR N     -    95,520.    2,514,440.      MT  (+/- 180 meters Scaled)
 QD0180
 QD0180                          SUPERSEDED SURVEY CONTROL
 QD0180
 QD0180  NGVD 29 (??/??/92) 1024.171  (m)         3360.13   (f) ADJ UNCH    1 2
 QD0180
 QD0180.Superseded values are not recommended for survey control.
 QD0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0180.See file dsdata.txt to determine how the superseded data were derived.
 QD0180
 QD0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGQ130338(NAD 83)
 QD0180_MARKER: DB = BENCH MARK DISK
 QD0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD0180_SP_SET: SQUARE CONCRETE MONUMENT
 QD0180_STAMPING: C 64 1931 3360.364
 QD0180_MARK LOGO: CGS   
 QD0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0180+STABILITY: SURFACE MOTION
 QD0180_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QD0180+SATELLITE: SATELLITE OBSERVATIONS - July 26, 1988
 QD0180
 QD0180  HISTORY     - Date     Condition        Report By
 QD0180  HISTORY     - 1931     MONUMENTED       CGS
 QD0180  HISTORY     - 1935     GOOD             NGS
 QD0180  HISTORY     - 19880726 GOOD             NGS
 QD0180
 QD0180                          STATION DESCRIPTION
 QD0180
 QD0180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 QD0180'8.0 MI NE FROM OCHOCO PASS.
 QD0180'8.0 MILES NORTHEAST ALONG THE OCHOCO HIGHWAY FROM OCHOCO PASS, WHEELER
 QD0180'COUNTY, 12.6 MILES WEST OF MITCHELL, ABOUT MIDWAY OF AN 0.3 MILE
 QD0180'TANGENT, 115 FEET NORTH OF A GATE INTO A SMALL FIELD ON THE EAST SIDE
 QD0180'OF A ROAD, 166 FEET NORTH OF A SMALL PIPE CULVERT, 23 FEET EAST OF THE
 QD0180'HIGHWAY CENTERLINE AND AT ABOUT THE SAME ELEVATION IN TOP OF A
 QD0180'CONCRETE POST.  A STANDARD DISK STAMPED 3360.364 C 64 1931.
 QD0180
 QD0180                          STATION RECOVERY (1988)
 QD0180
 QD0180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QD0180'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  14.7 KM
 QD0180'(9.15 MI) WESTERLY ALONG U.S. HIGHWAY 26 FROM THE JUNCTION OF STATE
 QD0180'HIGHWAY 207 IN MITCHELL, THENCE 4.4 KM (2.75 MI) SOUTHWESTERLY ALONG A
 QD0180'GRAVELED ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0610 ***********************************************************************
 RB0610  DESIGNATION -  C 640
 RB0610  PID         -  RB0610
 RB0610  STATE/COUNTY-  OR/MORROW
 RB0610  USGS QUAD   -  IRRIGON (1993)
 RB0610
 RB0610                         *CURRENT SURVEY CONTROL
 RB0610  ___________________________________________________________________
 RB0610* NAD 83(1986)-  45 54 20.     (N)    119 26 35.     (W)     SCALED    
 RB0610* NAVD 88     -        91.355  (meters)     299.72   (feet)  ADJUSTED  
 RB0610  ___________________________________________________________________
 RB0610  GEOID HEIGHT-         -21.79  (meters)                     GEOID03
 RB0610  DYNAMIC HT  -          91.356 (meters)     299.72  (feet)  COMP
 RB0610  MODELED GRAV-     980,622.4   (mgal)                       NAVD 88
 RB0610
 RB0610  VERT ORDER  -  FIRST     CLASS I
 RB0610
 RB0610.The horizontal coordinates were scaled from a topographic map and have
 RB0610.an estimated accuracy of +/- 6 seconds.
 RB0610
 RB0610.The orthometric height was determined by differential leveling
 RB0610.and adjusted in June 1991.
 RB0610
 RB0610.The geoid height was determined by GEOID03.
 RB0610
 RB0610.The dynamic height is computed by dividing the NAVD 88
 RB0610.geopotential number by the normal gravity value computed on the
 RB0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0610.degrees latitude (g = 980.6199 gals.).
 RB0610
 RB0610.The modeled gravity was interpolated from observed gravity values.
 RB0610
 RB0610;                    North         East    Units  Estimated Accuracy
 RB0610;SPC OR N     -   249,330.    2,582,010.      MT  (+/- 180 meters Scaled)
 RB0610
 RB0610                          SUPERSEDED SURVEY CONTROL
 RB0610
 RB0610  NGVD 29 (??/??/92)   90.359  (m)          296.45   (f) ADJ UNCH    1 1
 RB0610
 RB0610.Superseded values are not recommended for survey control.
 RB0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0610.See file dsdata.txt to determine how the superseded data were derived.
 RB0610
 RB0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL105864(NAD 83)
 RB0610_MARKER: DB = BENCH MARK DISK
 RB0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0610_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0610_STAMPING: C 640 1968
 RB0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0610+STABILITY: SURFACE MOTION
 RB0610
 RB0610  HISTORY     - Date     Condition        Report By
 RB0610  HISTORY     - 1968     MONUMENTED       CGS
 RB0610  HISTORY     - 1989     GOOD             USPSQD
 RB0610  HISTORY     - 1989     GOOD             USPSQD
 RB0610
 RB0610                          STATION DESCRIPTION
 RB0610
 RB0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 RB0610'2.55 MI E FROM IRRIGON.
 RB0610'2.55 MILES EAST ALONG U.S. HIGHWAY 730 FRM THE POST OFFICE AT IRRIGON,
 RB0610'IN R27E T5N, SECTION 21, 0.2 MILE EAST OF MILEPOST 177, 0.45 MILE WEST
 RB0610'OF MORROW-UMATILLA COUNTY LINE, AT THE JUNCTION OF AN ASPHALT ROAD
 RB0610'NORTH TO BIRCH LAKE ACRES, 42 FEET NORTH OF THE CENTER LINE OF THE
 RB0610'HIGHWAY, 37 FEET EAST OF THE CENTER LINE OF THE ROAD, 28.3 FEET SOUTH
 RB0610'OF THE SOUTH RAIL OF THE UNION PACIFIC RAILROAD, 28 FEET EAST OF THE
 RB0610'EAST END OF A GATE, 0.8 FOOT SOUTH OF A FENCE, 2.0 FEET WEST OF A
 RB0610'WITNESS POST, ABOUT 1 FOOT LOWER THAN THE HIGHWAY, AND SET IN THE TOP
 RB0610'OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 RB0610
 RB0610                          STATION RECOVERY (1989)
 RB0610
 RB0610'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RB0610'RECOVERED IN GOOD CONDITION.
 RB0610
 RB0610                          STATION RECOVERY (1989)
 RB0610
 RB0610'RECOVERY NOTE BY US POWER SQUADRON 1989 (RCC)
 RB0610'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0101 ***********************************************************************
 RC0101  DESIGNATION -  C 641
 RC0101  PID         -  RC0101
 RC0101  STATE/COUNTY-  OR/GILLIAM
 RC0101  USGS QUAD   -  ARLINGTON (1971)
 RC0101
 RC0101                         *CURRENT SURVEY CONTROL
 RC0101  ___________________________________________________________________
 RC0101* NAD 83(1986)-  45 42 31.     (N)    120 11 03.     (W)     SCALED    
 RC0101* NAVD 88     -       133.890  (meters)     439.27   (feet)  ADJUSTED  
 RC0101  ___________________________________________________________________
 RC0101  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 RC0101  DYNAMIC HT  -         133.887 (meters)     439.26  (feet)  COMP
 RC0101  MODELED GRAV-     980,595.9   (mgal)                       NAVD 88
 RC0101
 RC0101  VERT ORDER  -  FIRST     CLASS I
 RC0101
 RC0101.The horizontal coordinates were scaled from a topographic map and have
 RC0101.an estimated accuracy of +/- 6 seconds.
 RC0101
 RC0101.The orthometric height was determined by differential leveling
 RC0101.and adjusted in June 1991.
 RC0101
 RC0101.The geoid height was determined by GEOID03.
 RC0101
 RC0101.The dynamic height is computed by dividing the NAVD 88
 RC0101.geopotential number by the normal gravity value computed on the
 RC0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0101.degrees latitude (g = 980.6199 gals.).
 RC0101
 RC0101.The modeled gravity was interpolated from observed gravity values.
 RC0101
 RC0101;                    North         East    Units  Estimated Accuracy
 RC0101;SPC OR N     -   226,960.    2,524,590.      MT  (+/- 180 meters Scaled)
 RC0101
 RC0101                          SUPERSEDED SURVEY CONTROL
 RC0101
 RC0101  NGVD 29 (??/??/92)  132.890  (m)          435.99   (f) ADJ UNCH    1 1
 RC0101
 RC0101.Superseded values are not recommended for survey control.
 RC0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0101.See file dsdata.txt to determine how the superseded data were derived.
 RC0101
 RC0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGR191655(NAD 83)
 RC0101_MARKER: DB = BENCH MARK DISK
 RC0101_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RC0101_SP_SET: WALL
 RC0101_STAMPING: C 641 1968
 RC0101_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC0101
 RC0101  HISTORY     - Date     Condition        Report By
 RC0101  HISTORY     - 1968     MONUMENTED       CGS
 RC0101  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RC0101  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 RC0101
 RC0101                          STATION DESCRIPTION
 RC0101
 RC0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 RC0101'1.05 MI S FROM ARLINGTON.
 RC0101'0.85 MILES SOUTH ALONG STATE HIGHWAY 19 FROM THE POST OFFICE AT
 RC0101'ARLINGTON, THENCE 0.2 MILE EAST ALONG AIRPORT ROAD, IN THE TOP OF THE
 RC0101'SOUTH END OF THE EAST CONCRETE WALL OF A STEEL CATTLEGUARD, 12 FEET
 RC0101'SOUTH OF THE CENTER LINE OF THE ROAD, 1.5 FEET SOUTH OF THE SOUTHEAST
 RC0101'CORNER OF THE STEEL RAILS, AND ABOUT 1 FOOT LOWER THAN THE ROAD.
 RC0101
 RC0101                          STATION RECOVERY (1988)
 RC0101
 RC0101'RECOVERY NOTE BY US POWER SQUADRON 1988 (RCC)
 RC0101'MARK NOT FOUND.
 RC0101
 RC0101                          STATION RECOVERY (1989)
 RC0101
 RC0101'RECOVERY NOTE BY US POWER SQUADRON 1989 (RCC)
 RC0101'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0051 ***********************************************************************
 NX0051  DESIGNATION -  C 65
 NX0051  PID         -  NX0051
 NX0051  STATE/COUNTY-  OR/HARNEY
 NX0051  USGS QUAD   -  COLONY RANCH (1981)
 NX0051
 NX0051                         *CURRENT SURVEY CONTROL
 NX0051  ___________________________________________________________________
 NX0051* NAD 83(1986)-  42 02 55.     (N)    118 36 42.     (W)     SCALED    
 NX0051* NAVD 88     -      1296.010  (meters)    4251.99   (feet)  ADJUSTED  
 NX0051  ___________________________________________________________________
 NX0051  GEOID HEIGHT-         -19.71  (meters)                     GEOID03
 NX0051  DYNAMIC HT  -        1295.181 (meters)    4249.27  (feet)  COMP
 NX0051  MODELED GRAV-     979,937.5   (mgal)                       NAVD 88
 NX0051
 NX0051  VERT ORDER  -  FIRST     CLASS II
 NX0051
 NX0051.The horizontal coordinates were scaled from a topographic map and have
 NX0051.an estimated accuracy of +/- 6 seconds.
 NX0051
 NX0051.The orthometric height was determined by differential leveling
 NX0051.and adjusted in June 1991.
 NX0051
 NX0051.The geoid height was determined by GEOID03.
 NX0051
 NX0051.The dynamic height is computed by dividing the NAVD 88
 NX0051.geopotential number by the normal gravity value computed on the
 NX0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0051.degrees latitude (g = 980.6199 gals.).
 NX0051
 NX0051.The modeled gravity was interpolated from observed gravity values.
 NX0051
 NX0051;                    North         East    Units  Estimated Accuracy
 NX0051;SPC OR S     -    44,190.    1,656,330.      MT  (+/- 180 meters Scaled)
 NX0051
 NX0051                          SUPERSEDED SURVEY CONTROL
 NX0051
 NX0051  NGVD 29 (??/??/92) 1294.869  (m)         4248.25   (f) ADJ UNCH    1 2
 NX0051
 NX0051.Superseded values are not recommended for survey control.
 NX0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NX0051.See file dsdata.txt to determine how the superseded data were derived.
 NX0051
 NX0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG666564(NAD 83)
 NX0051_MARKER: DB = BENCH MARK DISK
 NX0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NX0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NX0051_STAMPING: C 65 1931
 NX0051_MARK LOGO: CGS   
 NX0051_PROJECTION: FLUSH
 NX0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NX0051+STABILITY: SURFACE MOTION
 NX0051
 NX0051  HISTORY     - Date     Condition        Report By
 NX0051  HISTORY     - 1931     MONUMENTED       CGS
 NX0051  HISTORY     - 1977     GOOD             USGS
 NX0051  HISTORY     - 1984     GOOD             NGS
 NX0051
 NX0051                          STATION DESCRIPTION
 NX0051
 NX0051'DESCRIBED BY US GEOLOGICAL SURVEY 1977
 NX0051'4.3 MI N FROM DENIO.
 NX0051'4.3 MILES NORTH ALONG THE ROAD TO FIELDS FROM THE POST OFFICE AT
 NX0051'DENIO, NEVADA AND AT A WOODEN BRIDGE.  120 FEET SOUTHEAST OF THE
 NX0051'BRIDGE AND 105 FEET EAST OF THE ROAD.  A STANDARD DISK SET IN THE TOP
 NX0051'OF A CONCRETE POST.
 NX0051
 NX0051                          STATION RECOVERY (1984)
 NX0051
 NX0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NX0051'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  6.65 KM
 NX0051'(4.13 MI) NORTH ALONG THE WINNEMUCCA CRANE ROAD FROM THE POST OFFICE
 NX0051'AT DENIO, NEVADA, NEAR A SMALL WOODEN BRIDGE AND ON THE SOUTH BANK OF
 NX0051'VAN HORN CREEK, 32.0 METERS (105 FT) EAST OF THE CENTER OF THE ROAD,
 NX0051'32.6 METERS (107 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE BRIDGE,
 NX0051'28.1 METERS (92 FT) WEST OF A FENCE CORNER AND 15.5 METERS (51 FT)
 NX0051'EAST OF THE RIGHT OF WAY FENCE.
 NX0051'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 NX0051'THE MARK IS 0.3 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0082 ***********************************************************************
 NX0082  DESIGNATION -  C 66
 NX0082  PID         -  NX0082
 NX0082  STATE/COUNTY-  OR/HARNEY
 NX0082  USGS QUAD   -  ALVORD HOT SPRINGS (1979)
 NX0082
 NX0082                         *CURRENT SURVEY CONTROL
 NX0082  ___________________________________________________________________
 NX0082* NAD 83(1986)-  42 36 04.     (N)    118 30 34.     (W)     SCALED    
 NX0082* NAVD 88     -      1267.248  (meters)    4157.63   (feet)  ADJUSTED  
 NX0082  ___________________________________________________________________
 NX0082  GEOID HEIGHT-         -19.08  (meters)                     GEOID03
 NX0082  DYNAMIC HT  -        1266.384 (meters)    4154.79  (feet)  COMP
 NX0082  MODELED GRAV-     979,897.5   (mgal)                       NAVD 88
 NX0082
 NX0082  VERT ORDER  -  FIRST     CLASS II
 NX0082
 NX0082.The horizontal coordinates were scaled from a topographic map and have
 NX0082.an estimated accuracy of +/- 6 seconds.
 NX0082
 NX0082.The orthometric height was determined by differential leveling
 NX0082.and adjusted in June 1991.
 NX0082
 NX0082.The geoid height was determined by GEOID03.
 NX0082
 NX0082.The dynamic height is computed by dividing the NAVD 88
 NX0082.geopotential number by the normal gravity value computed on the
 NX0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0082.degrees latitude (g = 980.6199 gals.).
 NX0082
 NX0082.The modeled gravity was interpolated from observed gravity values.
 NX0082
 NX0082;                    North         East    Units  Estimated Accuracy
 NX0082;SPC OR S     -   105,740.    1,663,330.      MT  (+/- 180 meters Scaled)
 NX0082
 NX0082                          SUPERSEDED SURVEY CONTROL
 NX0082
 NX0082  NGVD 29 (??/??/92) 1265.957  (m)         4153.39   (f) ADJ UNCH    1 2
 NX0082
 NX0082.Superseded values are not recommended for survey control.
 NX0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NX0082.See file dsdata.txt to determine how the superseded data were derived.
 NX0082
 NX0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH761176(NAD 83)
 NX0082_MARKER: DB = BENCH MARK DISK
 NX0082_SETTING: 66 = SET IN ROCK OUTCROP
 NX0082_SP_SET: SET IN ROCK OUTCROP
 NX0082_STAMPING: C 66 1931
 NX0082_MARK LOGO: CGS   
 NX0082_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NX0082
 NX0082  HISTORY     - Date     Condition        Report By
 NX0082  HISTORY     - 1931     MONUMENTED       CGS
 NX0082  HISTORY     - 1967     GOOD             NGS
 NX0082  HISTORY     - 1984     GOOD             NGS
 NX0082
 NX0082                          STATION DESCRIPTION
 NX0082
 NX0082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 NX0082'13.7 MI N FROM ANDREWS.
 NX0082'13.7 MILES NORTH ALONG THE WINNEMUCCA-CRANE ROAD FROM ANDREWS, HARNEY
 NX0082'COUNTY, 1.4 MILES SOUTH OF ALVORD RANCH, AND 52 FEET WEST OF THE
 NX0082'CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED C 66 1951 AND SET
 NX0082'IN THE TOP OF A LARGE BOULDER PROJECTING 0.4 FEET.
 NX0082
 NX0082                          STATION RECOVERY (1984)
 NX0082
 NX0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NX0082'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  43.99 KM
 NX0082'(27.34 MI) NORTH ALONG THE WINNEMUCCA CRANE ROAD FROM THE POST OFFICE
 NX0082'AT FIELDS, IN TOP OF THE WEST EDGE OF A 3 BY 4 FOOT PORTION OF BROWN
 NX0082'OUTCROP PROJECTING 6 INCHES ABOVE THE SURFACE OF THE GROUND, AT THE
 NX0082'TOP OF A LOW CUT, 0.85 KM (0.53 MI) NORTH OF THE CROSSING OF LITTLE
 NX0082'ALVORD CREEK, 21.3 METERS (70 FT) WEST OF THE CENTER OF THE ROAD,
 NX0082'27.4 METERS (90 FT) SOUTH OF THE NORTH END OF THE CUT, 14.3 METERS
 NX0082'(47 FT) EAST OF BENCH MARK E 697.  NOTE- THIS BENCH MARK WAS DESCRIBED
 NX0082'IN 1931 AS A CONRETE POST, BUT WAS FOUND TO BE SET IN ROCK.
 NX0082'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 NX0082'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0124 ***********************************************************************
 PA0124  DESIGNATION -  C 67
 PA0124  PID         -  PA0124
 PA0124  STATE/COUNTY-  OR/HARNEY
 PA0124  USGS QUAD   -  SOUTH FORK RESERVOIR (1977)
 PA0124
 PA0124                         *CURRENT SURVEY CONTROL
 PA0124  ___________________________________________________________________
 PA0124* NAD 83(1986)-  43 07 42.     (N)    118 16 06.     (W)     SCALED    
 PA0124* NAVD 88     -      1422.208  (meters)    4666.03   (feet)  ADJUSTED  
 PA0124  ___________________________________________________________________
 PA0124  GEOID HEIGHT-         -18.37  (meters)                     GEOID03
 PA0124  DYNAMIC HT  -        1421.426 (meters)    4663.46  (feet)  COMP
 PA0124  MODELED GRAV-     980,020.6   (mgal)                       NAVD 88
 PA0124
 PA0124  VERT ORDER  -  FIRST     CLASS II
 PA0124
 PA0124.The horizontal coordinates were scaled from a topographic map and have
 PA0124.an estimated accuracy of +/- 6 seconds.
 PA0124
 PA0124.The orthometric height was determined by differential leveling
 PA0124.and adjusted in June 1991.
 PA0124.WARNING-Repeat measurements at this control monument indicate possible
 PA0124.vertical movement.
 PA0124
 PA0124.The geoid height was determined by GEOID03.
 PA0124
 PA0124.The dynamic height is computed by dividing the NAVD 88
 PA0124.geopotential number by the normal gravity value computed on the
 PA0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0124.degrees latitude (g = 980.6199 gals.).
 PA0124
 PA0124.The modeled gravity was interpolated from observed gravity values.
 PA0124
 PA0124;                    North         East    Units  Estimated Accuracy
 PA0124;SPC OR S     -   164,780.    1,681,550.      MT  (+/- 180 meters Scaled)
 PA0124
 PA0124                          SUPERSEDED SURVEY CONTROL
 PA0124
 PA0124  NGVD 29 (??/??/92) 1421.055  (m)         4662.24   (f) ADJ UNCH    1 2
 PA0124
 PA0124.Superseded values are not recommended for survey control.
 PA0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0124.See file dsdata.txt to determine how the superseded data were derived.
 PA0124
 PA0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH968758(NAD 83)
 PA0124_MARKER: DB = BENCH MARK DISK
 PA0124_SETTING: 80 = SET IN A BOULDER
 PA0124_SP_SET: BOULDER
 PA0124_STAMPING: C 67 1931
 PA0124_MARK LOGO: CGS   
 PA0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0124+STABILITY: SURFACE MOTION
 PA0124
 PA0124  HISTORY     - Date     Condition        Report By
 PA0124  HISTORY     - 1931     MONUMENTED       CGS
 PA0124  HISTORY     - 1974     GOOD             USGS
 PA0124  HISTORY     - 19741204 GOOD             USPSQD
 PA0124  HISTORY     - 1984     GOOD             NGS
 PA0124
 PA0124                          STATION DESCRIPTION
 PA0124
 PA0124'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 PA0124'7.9 MI N FROM FOLLY FARM.
 PA0124'7.9 MI. NORTH ALONG THE WINNEMUCCA-CRANE RD. FROM FOLLY FARM PRINCETON
 PA0124'POST OFFICE, 20.3 MILES SOUTHEAST OF ALONG STATE HIGHWAY 78, 440 FEET
 PA0124'EAST OF PAINTED CATTLEQUARD, 415 FEET NORTH OF CENTERLINE OF HIGHWAY.
 PA0124'A STANDARD USC AND GS DISK STAMPED C 67 1931 AND SET IN THE TOP OF A
 PA0124'LARGE BOLDER 47 FEET LOWER THAN THE HIGHWAY.
 PA0124
 PA0124                          STATION RECOVERY (1974)
 PA0124
 PA0124'RECOVERY NOTE BY US POWER SQUADRON 1974 (RWH)
 PA0124'RECOVERED IN GOOD CONDITION.
 PA0124
 PA0124                          STATION RECOVERY (1984)
 PA0124
 PA0124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PA0124'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  32.49 KM
 PA0124'(20.19 MI) SOUTHEAST ALONG STATE HIGHWAY 78 FROM THE POST OFFICE AT
 PA0124'NEW PRINCETON, IN TOP OF A 2 BY 3 FOOT BOULDER PROJECTING 1 FOOT ABOVE
 PA0124'THE SURFACE OF THE GROUND, 0.18 KM (0.11 MI) NORTHWEST OF MILEPOST 58,
 PA0124'126.5 METERS (415 FT) NORTHEAST OF THE HIGHWAY CENTERLINE,
 PA0124'109.7 METERS (360 FT) SOUTHEAST OF A FENCE AND 0.6 METER (2 FT)
 PA0124'NORTHEAST OF A WOODEN WITNESS POST.
 PA0124'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 PA0124'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2723 ***********************************************************************
 QE2723  DESIGNATION -  C 677
 QE2723  PID         -  QE2723
 QE2723  STATE/COUNTY-  OR/LINCOLN
 QE2723  USGS QUAD   -  TOLEDO NORTH (1984)
 QE2723
 QE2723                         *CURRENT SURVEY CONTROL
 QE2723  ___________________________________________________________________
 QE2723* NAD 83(1986)-  44 38 32.     (N)    123 56 56.     (W)     SCALED    
 QE2723* NAVD 88     -         4.367  (meters)      14.33   (feet)  ADJUSTED  
 QE2723  ___________________________________________________________________
 QE2723  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 QE2723  DYNAMIC HT  -           4.366 (meters)      14.32  (feet)  COMP
 QE2723  MODELED GRAV-     980,603.7   (mgal)                       NAVD 88
 QE2723
 QE2723  VERT ORDER  -  SECOND    CLASS I
 QE2723
 QE2723.The horizontal coordinates were scaled from a topographic map and have
 QE2723.an estimated accuracy of +/- 6 seconds.
 QE2723
 QE2723.The orthometric height was determined by differential leveling
 QE2723.and adjusted in August 1995.
 QE2723
 QE2723.The geoid height was determined by GEOID03.
 QE2723
 QE2723.The dynamic height is computed by dividing the NAVD 88
 QE2723.geopotential number by the normal gravity value computed on the
 QE2723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE2723.degrees latitude (g = 980.6199 gals.).
 QE2723
 QE2723.The modeled gravity was interpolated from observed gravity values.
 QE2723
 QE2723;                    North         East    Units  Estimated Accuracy
 QE2723;SPC OR N     -   114,250.    2,226,480.      MT  (+/- 180 meters Scaled)
 QE2723
 QE2723                          SUPERSEDED SURVEY CONTROL
 QE2723
 QE2723.No superseded survey control is available for this station.
 QE2723
 QE2723_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ247436(NAD 83)
 QE2723_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QE2723_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QE2723_SP_SET: BRIDGE CURB
 QE2723_STAMPING: C 677 1979
 QE2723_MARK LOGO: ORHD  
 QE2723_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE2723
 QE2723  HISTORY     - Date     Condition        Report By
 QE2723  HISTORY     - 1979     MONUMENTED       ORHD
 QE2723  HISTORY     - 1979     GOOD             USGS
 QE2723
 QE2723                          STATION DESCRIPTION
 QE2723
 QE2723'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 QE2723'3.2 KM (2.00 MI) NORTH FROM TOLEDO.
 QE2723'TOLEDO (CITY HALL), 1.45 MI NW OF, ALONG US HWY BUSINESS 20, THENCE
 QE2723'0.6 MI N ALONG OR HWY 229.  AT BRIDGE OVER DEPOT SLOUGH, 0.15 MI S OF
 QE2723'RD JCT, 16 FT W OF CENTERLINE OF HWY, 1.  8 FT S OF N END OF WEST
 QE2723'CONCRETE CURB, 0.6 FT E OF WEST CONCRETE BRIDGE RAIL.
 QE2723'THE MARK IS 1 FT ABOVE HWY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0186 ***********************************************************************
 NX0186  DESIGNATION -  C 696
 NX0186  PID         -  NX0186
 NX0186  STATE/COUNTY-  OR/HARNEY
 NX0186  USGS QUAD   -  COLONY RANCH (1981)
 NX0186
 NX0186                         *CURRENT SURVEY CONTROL
 NX0186  ___________________________________________________________________
 NX0186* NAD 83(1986)-  42 04 01.     (N)    118 36 07.     (W)     SCALED    
 NX0186* NAVD 88     -      1302.600  (meters)    4273.61   (feet)  ADJUSTED  
 NX0186  ___________________________________________________________________
 NX0186  GEOID HEIGHT-         -19.68  (meters)                     GEOID03
 NX0186  DYNAMIC HT  -        1301.773 (meters)    4270.90  (feet)  COMP
 NX0186  MODELED GRAV-     979,941.6   (mgal)                       NAVD 88
 NX0186
 NX0186  VERT ORDER  -  FIRST     CLASS II
 NX0186
 NX0186.The horizontal coordinates were scaled from a topographic map and have
 NX0186.an estimated accuracy of +/- 6 seconds.
 NX0186
 NX0186.The orthometric height was determined by differential leveling
 NX0186.and adjusted in June 1991.
 NX0186
 NX0186.The geoid height was determined by GEOID03.
 NX0186
 NX0186.The dynamic height is computed by dividing the NAVD 88
 NX0186.geopotential number by the normal gravity value computed on the
 NX0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0186.degrees latitude (g = 980.6199 gals.).
 NX0186
 NX0186.The modeled gravity was interpolated from observed gravity values.
 NX0186
 NX0186;                    North         East    Units  Estimated Accuracy
 NX0186;SPC OR S     -    46,250.    1,657,090.      MT  (+/- 180 meters Scaled)
 NX0186
 NX0186                          SUPERSEDED SURVEY CONTROL
 NX0186
 NX0186.No superseded survey control is available for this station.
 NX0186
 NX0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG674584(NAD 83)
 NX0186_MARKER: I = METAL ROD
 NX0186_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NX0186_SP_SET: STAINLESS STEEL ROD
 NX0186_STAMPING: C 696 1984
 NX0186_MARK LOGO: NGS   
 NX0186_PROJECTION: FLUSH
 NX0186_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NX0186_ROD/PIPE-DEPTH: 4.6  meters
 NX0186
 NX0186  HISTORY     - Date     Condition        Report By
 NX0186  HISTORY     - 1984     MONUMENTED       NGS
 NX0186
 NX0186                          STATION DESCRIPTION
 NX0186
 NX0186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 NX0186'8.8 KM (5.5 MI) NORTH FROM DENIO.
 NX0186'8.86 KM (5.51 MI) NORTH ALONG THE WINNEMUCCA CRANE ROAD FROM THE POST
 NX0186'OFFICE AT DENIO, NEVADA, IN THE SOUTHEAST CORNER OF THE INTERSECTION
 NX0186'OF A DIRT ROAD LEADING EAST TO THE COLONY RANCH, 13.4 METERS (44 FT)
 NX0186'SOUTHEAST OF THE CENTER OF THE ROAD, 16.5 METERS (54 FT) SOUTH OF THE
 NX0186'CENTER OF THE DIRT ROAD, 16.8 METERS (55 FT) SOUTHWEST OF THE SOUTH
 NX0186'ONE OF TWO 12-INCH VERTICAL LOGS, 9.1 METERS (30 FT) EAST OF THE
 NX0186'SOUTHEAST END OF A 18-INCH CORRUGATED METAL PIPE CULVERT UNDER THE
 NX0186'MAIN ROAD AND 1.0 METER (3.3 FT) NORTHWEST OF A FENCE.
 NX0186'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 NX0186'THE MARK IS ABOVE LEVEL WITH THE MAIN ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0210 ***********************************************************************
 NX0210  DESIGNATION -  C 697
 NX0210  PID         -  NX0210
 NX0210  STATE/COUNTY-  OR/HARNEY
 NX0210  USGS QUAD   -  ALVORD HOT SPRINGS (1979)
 NX0210
 NX0210                         *CURRENT SURVEY CONTROL
 NX0210  ___________________________________________________________________
 NX0210* NAD 83(1986)-  42 34 00.     (N)    118 31 32.     (W)     SCALED    
 NX0210* NAVD 88     -      1244.763  (meters)    4083.86   (feet)  ADJUSTED  
 NX0210  ___________________________________________________________________
 NX0210  GEOID HEIGHT-         -19.14  (meters)                     GEOID03
 NX0210  DYNAMIC HT  -        1243.982 (meters)    4081.30  (feet)  COMP
 NX0210  MODELED GRAV-     979,951.8   (mgal)                       NAVD 88
 NX0210
 NX0210  VERT ORDER  -  FIRST     CLASS II
 NX0210
 NX0210.The horizontal coordinates were scaled from a topographic map and have
 NX0210.an estimated accuracy of +/- 6 seconds.
 NX0210
 NX0210.The orthometric height was determined by differential leveling
 NX0210.and adjusted in June 1991.
 NX0210
 NX0210.The geoid height was determined by GEOID03.
 NX0210
 NX0210.The dynamic height is computed by dividing the NAVD 88
 NX0210.geopotential number by the normal gravity value computed on the
 NX0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0210.degrees latitude (g = 980.6199 gals.).
 NX0210
 NX0210.The modeled gravity was interpolated from observed gravity values.
 NX0210
 NX0210;                    North         East    Units  Estimated Accuracy
 NX0210;SPC OR S     -   101,890.    1,662,100.      MT  (+/- 180 meters Scaled)
 NX0210
 NX0210                          SUPERSEDED SURVEY CONTROL
 NX0210
 NX0210.No superseded survey control is available for this station.
 NX0210
 NX0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH747138(NAD 83)
 NX0210_MARKER: I = METAL ROD
 NX0210_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NX0210_SP_SET: STAINLESS STEEL ROD
 NX0210_STAMPING: C 697 1984
 NX0210_MARK LOGO: NGS   
 NX0210_PROJECTION: FLUSH
 NX0210_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NX0210_ROD/PIPE-DEPTH: 12.2 meters
 NX0210
 NX0210  HISTORY     - Date     Condition        Report By
 NX0210  HISTORY     - 1984     MONUMENTED       NGS
 NX0210
 NX0210                          STATION DESCRIPTION
 NX0210
 NX0210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 NX0210'39.8 KM (24.7 MI) NORTH FROM FIELDS.
 NX0210'39.83 KM (24.75 MI) NORTH ALONG THE WINNEMUCCA CRANE ROAD FROM THE
 NX0210'POST OFFICE AT FIELDS, NEAR A FENCE CORNER, 34.7 METERS (114 FT)
 NX0210'SOUTHEAST OF THE CENTER OF THE ROAD, 19.2 METERS (63 FT) NORTHEAST OF
 NX0210'THE FENCE CORNER AND 1.1 METERS (3.5 FT) NORTHWEST OF THE
 NX0210'NORTHEAST-SOUTHWEST FENCE.
 NX0210'THE MARK IS 0.4 METERS  SW FROM A WITNESS POST.
 NX0210'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0561 ***********************************************************************
 PA0561  DESIGNATION -  C 698
 PA0561  PID         -  PA0561
 PA0561  STATE/COUNTY-  OR/HARNEY
 PA0561  USGS QUAD   -  LAMBING CANYON (1977)
 PA0561
 PA0561                         *CURRENT SURVEY CONTROL
 PA0561  ___________________________________________________________________
 PA0561* NAD 83(1986)-  43 00 20.     (N)    118 16 04.     (W)     SCALED    
 PA0561* NAVD 88     -      1287.674  (meters)    4224.64   (feet)  ADJUSTED  
 PA0561  ___________________________________________________________________
 PA0561  GEOID HEIGHT-         -18.44  (meters)                     GEOID03
 PA0561  DYNAMIC HT  -        1286.972 (meters)    4222.34  (feet)  COMP
 PA0561  MODELED GRAV-     980,030.5   (mgal)                       NAVD 88
 PA0561
 PA0561  VERT ORDER  -  FIRST     CLASS II
 PA0561
 PA0561.The horizontal coordinates were scaled from a topographic map and have
 PA0561.an estimated accuracy of +/- 6 seconds.
 PA0561
 PA0561.The orthometric height was determined by differential leveling
 PA0561.and adjusted in June 1991.
 PA0561
 PA0561.The geoid height was determined by GEOID03.
 PA0561
 PA0561.The dynamic height is computed by dividing the NAVD 88
 PA0561.geopotential number by the normal gravity value computed on the
 PA0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0561.degrees latitude (g = 980.6199 gals.).
 PA0561
 PA0561.The modeled gravity was interpolated from observed gravity values.
 PA0561
 PA0561;                    North         East    Units  Estimated Accuracy
 PA0561;SPC OR S     -   151,150.    1,681,960.      MT  (+/- 180 meters Scaled)
 PA0561
 PA0561                          SUPERSEDED SURVEY CONTROL
 PA0561
 PA0561.No superseded survey control is available for this station.
 PA0561
 PA0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH966622(NAD 83)
 PA0561_MARKER: I = METAL ROD
 PA0561_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PA0561_SP_SET: STAINLESS STEEL ROD
 PA0561_STAMPING: C 698 1984
 PA0561_MARK LOGO: NGS   
 PA0561_PROJECTION: FLUSH
 PA0561_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PA0561_ROD/PIPE-DEPTH: 3.0  meters
 PA0561
 PA0561  HISTORY     - Date     Condition        Report By
 PA0561  HISTORY     - 1984     MONUMENTED       NGS
 PA0561
 PA0561                          STATION DESCRIPTION
 PA0561
 PA0561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PA0561'52.7 KM (32.8 MI) SOUTH FROM NEW PRINCETON.
 PA0561'44.14 KM (27.43 MI) SOUTHEAST ALONG STATE HIGHWAY 78 FROM THE POST
 PA0561'OFFICE AT NEW PRINCETON, THENCE 8.61 KM (5.35 MI) SOUTH ALONG THE
 PA0561'WINNEMUCCA CRANE ROAD, AT THE TOP OF A SLIGHT RISE NEAR A FENCE CORNER
 PA0561'AND AT THE Y JUNCTION OF A TRACK ROAD LEADING NORTH TO NEALS HILL,
 PA0561'22.3 METERS (73 FT) NORTHWEST OF THE CENTER OF THE ROAD, 21.7 METERS
 PA0561'(71 FT) SOUTHWEST OF THE FENCE CORNER, 8.5 METERS (28 FT) WEST OF THE
 PA0561'CENTER OF THE TRACK ROAD AND 0.3 METER (1 FT) SOUTHEAST OF THE FENCE.
 PA0561'THE MARK IS 0.4 METERS  NE FROM A WITNESS POST.
 PA0561'THE MARK IS 0.6 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0585 ***********************************************************************
 PA0585  DESIGNATION -  C 699
 PA0585  PID         -  PA0585
 PA0585  STATE/COUNTY-  OR/HARNEY
 PA0585  USGS QUAD   -  SAND GAP (1977)
 PA0585
 PA0585                         *CURRENT SURVEY CONTROL
 PA0585  ___________________________________________________________________
 PA0585* NAD 83(1986)-  43 13 59.     (N)    118 29 44.     (W)     SCALED    
 PA0585* NAVD 88     -      1255.123  (meters)    4117.85   (feet)  ADJUSTED  
 PA0585  ___________________________________________________________________
 PA0585  GEOID HEIGHT-         -18.72  (meters)                     GEOID03
 PA0585  DYNAMIC HT  -        1254.488 (meters)    4115.77  (feet)  COMP
 PA0585  MODELED GRAV-     980,070.2   (mgal)                       NAVD 88
 PA0585
 PA0585  VERT ORDER  -  FIRST     CLASS II
 PA0585
 PA0585.The horizontal coordinates were scaled from a topographic map and have
 PA0585.an estimated accuracy of +/- 6 seconds.
 PA0585
 PA0585.The orthometric height was determined by differential leveling
 PA0585.and adjusted in June 1991.
 PA0585
 PA0585.The geoid height was determined by GEOID03.
 PA0585
 PA0585.The dynamic height is computed by dividing the NAVD 88
 PA0585.geopotential number by the normal gravity value computed on the
 PA0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0585.degrees latitude (g = 980.6199 gals.).
 PA0585
 PA0585.The modeled gravity was interpolated from observed gravity values.
 PA0585
 PA0585;                    North         East    Units  Estimated Accuracy
 PA0585;SPC OR S     -   175,950.    1,662,790.      MT  (+/- 180 meters Scaled)
 PA0585
 PA0585                          SUPERSEDED SURVEY CONTROL
 PA0585
 PA0585.No superseded survey control is available for this station.
 PA0585
 PA0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH785877(NAD 83)
 PA0585_MARKER: I = METAL ROD
 PA0585_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PA0585_SP_SET: STAINLESS STEEL ROD
 PA0585_STAMPING: C 699 1984
 PA0585_MARK LOGO: NGS   
 PA0585_PROJECTION: FLUSH
 PA0585_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PA0585_ROD/PIPE-DEPTH: 3.6  meters
 PA0585
 PA0585  HISTORY     - Date     Condition        Report By
 PA0585  HISTORY     - 1984     MONUMENTED       NGS
 PA0585
 PA0585                          STATION DESCRIPTION
 PA0585
 PA0585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PA0585'9.2 KM (5.7 MI) SOUTH FROM NEW PRINCETON.
 PA0585'9.16 KM (5.69 MI) SOUTHEAST ALONG STATE HIGHWAY 78 FROM THE POST
 PA0585'OFFICE AT NEW PRINCETON, IN THE WEST CORNER OF THE INTERSECTION OF
 PA0585'TRACK ROAD LEADING WEST ALONG A POWER LINE, 0.58 KM (0.36 MI)
 PA0585'SOUTHEAST OF MILEPOST 43, 14.6 METERS (48 FT) SOUTHWEST OF THE HIGHWAY
 PA0585'CENTERLINE, 13.4 METERS (44 FT) NORTH OF THE CENTER OF THE TRACK ROAD,
 PA0585'3.4 METERS (11 FT) SOUTHEAST OF TELEPHONE POLE 1110 AND 0.6 METER
 PA0585'(2 FT) NORTHEAST OF THE HIGHWAY RIGHT OF WAY FENCE.
 PA0585'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 PA0585'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1013 ***********************************************************************
 QD1013  DESIGNATION -  C 7
 QD1013  PID         -  QD1013
 QD1013  STATE/COUNTY-  OR/DESCHUTES
 QD1013  USGS QUAD   -  BLACK CRATER (1988)
 QD1013
 QD1013                         *CURRENT SURVEY CONTROL
 QD1013  ___________________________________________________________________
 QD1013* NAD 83(1986)-  44 18 26.     (N)    121 42 21.     (W)     SCALED    
 QD1013* NAVD 88     -      1228.298  (meters)    4029.84   (feet)  POSTED    
 QD1013  ___________________________________________________________________
 QD1013  GEOID HEIGHT-         -21.07  (meters)                     GEOID03
 QD1013  DYNAMIC HT  -        1227.810 (meters)    4028.24  (feet)  COMP
 QD1013  MODELED GRAV-     980,181.9   (mgal)                       NAVD 88
 QD1013
 QD1013  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 QD1013
 QD1013.The horizontal coordinates were scaled from a topographic map and have
 QD1013.an estimated accuracy of +/- 6 seconds.
 QD1013
 QD1013.The orthometric height was determined by differential leveling
 QD1013.and adjusted by the  in 1992.
 QD1013.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 QD1013.rate of 1.1 thru 2.0 mm/km.
 QD1013
 QD1013.The geoid height was determined by GEOID03.
 QD1013
 QD1013.The dynamic height is computed by dividing the NAVD 88
 QD1013.geopotential number by the normal gravity value computed on the
 QD1013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1013.degrees latitude (g = 980.6199 gals.).
 QD1013
 QD1013.The modeled gravity was interpolated from observed gravity values.
 QD1013
 QD1013;                    North         East    Units  Estimated Accuracy
 QD1013;SPC OR S     -   294,040.    1,403,780.      MT  (+/- 180 meters Scaled)
 QD1013
 QD1013                          SUPERSEDED SURVEY CONTROL
 QD1013
 QD1013  NGVD 29 (??/??/92) 1227.093  (m)         4025.89   (f) ADJ UNCH    1 2
 QD1013
 QD1013.Superseded values are not recommended for survey control.
 QD1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1013.See file dsdata.txt to determine how the superseded data were derived.
 QD1013
 QD1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ032068(NAD 83)
 QD1013_MARKER: DD = SURVEY DISK
 QD1013_SETTING: 66 = SET IN ROCK OUTCROP
 QD1013_SP_SET: LAVA ROCK OUTCROP
 QD1013_STAMPING: C 7 26
 QD1013_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QD1013+STABILITY: POSITION/ELEVATION WELL
 QD1013
 QD1013  HISTORY     - Date     Condition        Report By
 QD1013  HISTORY     - UNK      MONUMENTED       USFS
 QD1013  HISTORY     - 1943     GOOD             NGS
 QD1013
 QD1013                          STATION DESCRIPTION
 QD1013
 QD1013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QD1013'8.35 MI W FROM SISTERS.
 QD1013'ABOUT 8.35 MILES WEST ALONG U.S. HIGHWAY 28 FROM THE POST OFFICE AT
 QD1013'SISTERS, DESCHUTES COUNTY, 6.6 MILES EAST OF MCKENZIE PASS, 93.0 FEET
 QD1013'SOUTHWEST OF THE CENTER LINE OF THE ROAD LEADING WEST TO FOUR MILE
 QD1013'SPRINGS, 17.0 FEET NORTHEAST OF MILEPOST 83, 29.0 FEET NORTH OF THE
 QD1013'CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF A LAVA ROCK OUTCROP
 QD1013'ABOUT 2.5 FEET ABOVE THE HIGHWAY LEVEL, 6.0 FEET NORTHWEST OF A WHITE
 QD1013'REFERENCE POST.  STAMPING C 7 26.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0626 ***********************************************************************
 QC0626  DESIGNATION -  C 70
 QC0626  PID         -  QC0626
 QC0626  STATE/COUNTY-  OR/WHEELER
 QC0626  USGS QUAD   -  TUBB SPRING (1990)
 QC0626
 QC0626                         *CURRENT SURVEY CONTROL
 QC0626  ___________________________________________________________________
 QC0626* NAD 83(1986)-  44 33 10.     (N)    119 48 53.     (W)     SCALED    
 QC0626* NAVD 88     -      1062.766  (meters)    3486.76   (feet)  ADJUSTED  
 QC0626  ___________________________________________________________________
 QC0626  GEOID HEIGHT-         -19.16  (meters)                     GEOID03
 QC0626  DYNAMIC HT  -        1062.414 (meters)    3485.60  (feet)  COMP
 QC0626  MODELED GRAV-     980,250.3   (mgal)                       NAVD 88
 QC0626
 QC0626  VERT ORDER  -  FIRST     CLASS II
 QC0626
 QC0626.The horizontal coordinates were scaled from a topographic map and have
 QC0626.an estimated accuracy of +/- 6 seconds.
 QC0626
 QC0626.The orthometric height was determined by differential leveling
 QC0626.and adjusted in June 1991.
 QC0626
 QC0626.The geoid height was determined by GEOID03.
 QC0626
 QC0626.The dynamic height is computed by dividing the NAVD 88
 QC0626.geopotential number by the normal gravity value computed on the
 QC0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0626.degrees latitude (g = 980.6199 gals.).
 QC0626
 QC0626.The modeled gravity was interpolated from observed gravity values.
 QC0626
 QC0626;                    North         East    Units  Estimated Accuracy
 QC0626;SPC OR N     -    98,700.    2,554,450.      MT  (+/- 180 meters Scaled)
 QC0626
 QC0626                          SUPERSEDED SURVEY CONTROL
 QC0626
 QC0626  NGVD 29 (??/??/92) 1061.589  (m)         3482.90   (f) ADJ UNCH    1 2
 QC0626
 QC0626.Superseded values are not recommended for survey control.
 QC0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0626.See file dsdata.txt to determine how the superseded data were derived.
 QC0626
 QC0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKK764371(NAD 83)
 QC0626_MARKER: DB = BENCH MARK DISK
 QC0626_SETTING: 80 = SET IN A BOULDER
 QC0626_SP_SET: IN DRILL HOLE IN A BOULDER
 QC0626_STAMPING: C 70 1931 3483.146
 QC0626_MARK LOGO: CGS   
 QC0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0626+STABILITY: SURFACE MOTION
 QC0626_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QC0626+SATELLITE: SATELLITE OBSERVATIONS - October 07, 1987
 QC0626
 QC0626  HISTORY     - Date     Condition        Report By
 QC0626  HISTORY     - 1931     MONUMENTED       CGS
 QC0626  HISTORY     - 1935     GOOD             NGS
 QC0626  HISTORY     - 19871007 GOOD             NGS
 QC0626
 QC0626                          STATION DESCRIPTION
 QC0626
 QC0626'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 QC0626'10.9 MI W FROM PICTURE GORGE.
 QC0626'IN WHEELER COUNTY, 10.9 MILES WEST ALONG THE OCHOCO HIGHWAY FROM
 QC0626'PICTURE GORGE, GRANT COUNTY, NEAR THE CREST OF A STEEP GRADE ASCENDING
 QC0626'TOWARD THE SOUTHEAST, 10 FEET NORTHWEST OF THE SOUTHEAST END OF A CUT
 QC0626'BANK ON THE SOUTHWEST SIDE OF THE ROAD, 27 FEET SOUTHWEST OF THE
 QC0626'HIGHWAY CENTERLINE AND ABOUT 3 FEET HIGHER, IN THE TOP OF A BOULDER. A
 QC0626'STANDARD DISK STAMPED 3483.146 C 70 1931.
 QC0626
 QC0626                          STATION RECOVERY (1987)
 QC0626
 QC0626'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QC0626'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  28.7 KM
 QC0626'(17.85 MI) WESTERLY ALONG U.S. HIGHWAY 26 FROM THE POST OFFICE IN
 QC0626'DAYVILLE, IN A BOULDER THAT PROJECTS 0.3 M (1.0 FT) ABOVE THE GROUND
 QC0626'SURFACE, ON TOP OF A HIGHWAY CUT, 7.3 M (24.0 FT) SOUTH OF THE
 QC0626'CENTERLINE OF THE HIGHWAY, 4.3 M (14.1 FT) NORTH OF A FENCE, 1.8 M
 QC0626'(5.9 FT) WEST OF A WITNESS POST, AND 0.9 M (3.0 FT) ABOVE THE LEVEL OF
 QC0626'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0610 ***********************************************************************
 PA0610  DESIGNATION -  C 700
 PA0610  PID         -  PA0610
 PA0610  STATE/COUNTY-  OR/HARNEY
 PA0610  USGS QUAD   -  POISON CREEK SLOUGH (1990)
 PA0610
 PA0610                         *CURRENT SURVEY CONTROL
 PA0610  ___________________________________________________________________
 PA0610* NAD 83(1986)-  43 30 48.     (N)    118 53 04.     (W)     SCALED    
 PA0610* NAVD 88     -      1258.156  (meters)    4127.80   (feet)  ADJUSTED  
 PA0610  ___________________________________________________________________
 PA0610  GEOID HEIGHT-         -19.17  (meters)                     GEOID03
 PA0610  DYNAMIC HT  -        1257.534 (meters)    4125.76  (feet)  COMP
 PA0610  MODELED GRAV-     980,082.3   (mgal)                       NAVD 88
 PA0610
 PA0610  VERT ORDER  -  FIRST     CLASS II
 PA0610
 PA0610.The horizontal coordinates were scaled from a topographic map and have
 PA0610.an estimated accuracy of +/- 6 seconds.
 PA0610
 PA0610.The orthometric height was determined by differential leveling
 PA0610.and adjusted in June 1991.
 PA0610
 PA0610.The geoid height was determined by GEOID03.
 PA0610
 PA0610.The dynamic height is computed by dividing the NAVD 88
 PA0610.geopotential number by the normal gravity value computed on the
 PA0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0610.degrees latitude (g = 980.6199 gals.).
 PA0610
 PA0610.The modeled gravity was interpolated from observed gravity values.
 PA0610
 PA0610;                    North         East    Units  Estimated Accuracy
 PA0610;SPC OR S     -   206,390.    1,630,610.      MT  (+/- 180 meters Scaled)
 PA0610
 PA0610                          SUPERSEDED SURVEY CONTROL
 PA0610
 PA0610.No superseded survey control is available for this station.
 PA0610
 PA0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ476195(NAD 83)
 PA0610_MARKER: I = METAL ROD
 PA0610_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PA0610_SP_SET: STAINLESS STEEL ROD
 PA0610_STAMPING: C 700 1984
 PA0610_MARK LOGO: NGS   
 PA0610_PROJECTION: FLUSH
 PA0610_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PA0610_ROD/PIPE-DEPTH: 12.2 meters
 PA0610
 PA0610  HISTORY     - Date     Condition        Report By
 PA0610  HISTORY     - 1984     MONUMENTED       NGS
 PA0610
 PA0610                          STATION DESCRIPTION
 PA0610
 PA0610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PA0610'9.8 KM (6.1 MI) NW FROM LAWEN.
 PA0610'9.84 KM (6.11 MI) NORTHWEST ALONG STATE HIGHWAY 78 FROM THE POST
 PA0610'OFFICE AT LAWEN, NEAR A FENCE T JUNCTION, 0.09 KM (0.06 MI) SOUTHEAST
 PA0610'OF A POWER LINE CROSSING, 0.54 KM (0.33 MI) NORTHWEST OF MILEPOST 11,
 PA0610'14.9 METERS (49 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 38.4 METERS
 PA0610'(126 FT) NORTHWEST OF POWER POLE 81 WITH A GUY WIRE ATTACHED,
 PA0610'7.6 METERS (25 FT) NORTHWEST OF THE EXTENDED CENTER OF A DIRT DRIVEWAY
 PA0610'LEADING NORTH TO A HOUSE AND 0.5 METER (1.5 FT) NORTHEAST OF THE RIGHT
 PA0610'OF WAY FENCE.
 PA0610'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 PA0610'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB1177 ***********************************************************************
 QB1177  DESIGNATION -  C 701
 QB1177  PID         -  QB1177
 QB1177  STATE/COUNTY-  OR/MALHEUR
 QB1177  USGS QUAD   -  WILLOW CREEK (1988)
 QB1177
 QB1177                         *CURRENT SURVEY CONTROL
 QB1177  ___________________________________________________________________
 QB1177* NAD 83(1986)-  44 02 13.     (N)    117 16 06.     (W)     SCALED    
 QB1177* NAVD 88     -       692.744  (meters)    2272.78   (feet)  ADJUSTED  
 QB1177  ___________________________________________________________________
 QB1177  GEOID HEIGHT-         -17.95  (meters)                     GEOID03
 QB1177  DYNAMIC HT  -         692.526 (meters)    2272.06  (feet)  COMP
 QB1177  MODELED GRAV-     980,282.0   (mgal)                       NAVD 88
 QB1177
 QB1177  VERT ORDER  -  FIRST     CLASS II
 QB1177
 QB1177.The horizontal coordinates were scaled from a topographic map and have
 QB1177.an estimated accuracy of +/- 6 seconds.
 QB1177
 QB1177.The orthometric height was determined by differential leveling
 QB1177.and adjusted in June 1991.
 QB1177
 QB1177.The geoid height was determined by GEOID03.
 QB1177
 QB1177.The dynamic height is computed by dividing the NAVD 88
 QB1177.geopotential number by the normal gravity value computed on the
 QB1177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB1177.degrees latitude (g = 980.6199 gals.).
 QB1177
 QB1177.The modeled gravity was interpolated from observed gravity values.
 QB1177
 QB1177;                    North         East    Units  Estimated Accuracy
 QB1177;SPC OR S     -   268,310.    1,758,980.      MT  (+/- 180 meters Scaled)
 QB1177
 QB1177                          SUPERSEDED SURVEY CONTROL
 QB1177
 QB1177.No superseded survey control is available for this station.
 QB1177
 QB1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ785760(NAD 83)
 QB1177_MARKER: I = METAL ROD
 QB1177_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QB1177_SP_SET: STAINLESS STEEL ROD
 QB1177_STAMPING: C 701 1985
 QB1177_MARK LOGO: NGS   
 QB1177_PROJECTION: FLUSH
 QB1177_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QB1177_ROD/PIPE-DEPTH: 6.7  meters
 QB1177
 QB1177  HISTORY     - Date     Condition        Report By
 QB1177  HISTORY     - 1985     MONUMENTED       NGS
 QB1177
 QB1177                          STATION DESCRIPTION
 QB1177
 QB1177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QB1177'6.7 KM (4.15 MI) NW FROM VALE.
 QB1177'6.67 KM (4.15 MI) NORTHWEST ALONG US HIGHWAY 26 FROM THE JUNCTION OF
 QB1177'US HIGHWAY 20 AT VALE, AT A FENCE T JUNCTION, 0.43 KM (0.27 MI)
 QB1177'NORTHWEST OF A POWER LINE CROSSING, 13.7 METERS (45 FT) SOUTHWEST OF
 QB1177'THE HIGHWAY CENTERLINE, 12.7 METERS (41.5 FT) SOUTH OF MILEPOST 274,
 QB1177'0.8 METER (2.5 FT) NORTHEAST OF THE FENCE T JUNCTION.  NOTE--ACCESS TO
 QB1177'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QB1177'THE MARK IS 0.6 METERS  NW FROM  A WITNESS POST
 QB1177'THE MARK IS 0.8 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB1149 ***********************************************************************
 QB1149  DESIGNATION -  C 702
 QB1149  PID         -  QB1149
 QB1149  STATE/COUNTY-  OR/MALHEUR
 QB1149  USGS QUAD   -  COW VALLEY EAST (1990)
 QB1149
 QB1149                         *CURRENT SURVEY CONTROL
 QB1149  ___________________________________________________________________
 QB1149* NAD 83(1986)-  44 16 38.     (N)    117 39 00.     (W)     SCALED    
 QB1149* NAVD 88     -      1212.548  (meters)    3978.17   (feet)  ADJUSTED  
 QB1149  ___________________________________________________________________
 QB1149  GEOID HEIGHT-         -17.41  (meters)                     GEOID03
 QB1149  DYNAMIC HT  -        1212.101 (meters)    3976.70  (feet)  COMP
 QB1149  MODELED GRAV-     980,206.8   (mgal)                       NAVD 88
 QB1149
 QB1149  VERT ORDER  -  FIRST     CLASS II
 QB1149
 QB1149.The horizontal coordinates were scaled from a topographic map and have
 QB1149.an estimated accuracy of +/- 6 seconds.
 QB1149
 QB1149.The orthometric height was determined by differential leveling
 QB1149.and adjusted in June 1991.
 QB1149
 QB1149.The geoid height was determined by GEOID03.
 QB1149
 QB1149.The dynamic height is computed by dividing the NAVD 88
 QB1149.geopotential number by the normal gravity value computed on the
 QB1149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB1149.degrees latitude (g = 980.6199 gals.).
 QB1149
 QB1149.The modeled gravity was interpolated from observed gravity values.
 QB1149
 QB1149;                    North         East    Units  Estimated Accuracy
 QB1149;SPC OR S     -   293,880.    1,727,500.      MT  (+/- 180 meters Scaled)
 QB1149
 QB1149                          SUPERSEDED SURVEY CONTROL
 QB1149
 QB1149.No superseded survey control is available for this station.
 QB1149
 QB1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK481028(NAD 83)
 QB1149_MARKER: I = METAL ROD
 QB1149_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QB1149+WITH SETTING: INFORMATION.
 QB1149_SP_SET: SHALLOW-SET METAL ROD
 QB1149_STAMPING: C 702 1985
 QB1149_MARK LOGO: NGS   
 QB1149_PROJECTION: FLUSH
 QB1149_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QB1149_ROD/PIPE-DEPTH: 2.4  meters
 QB1149
 QB1149  HISTORY     - Date     Condition        Report By
 QB1149  HISTORY     - 1985     MONUMENTED       NGS
 QB1149
 QB1149                          STATION DESCRIPTION
 QB1149
 QB1149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QB1149'12.8 KM (7.95 MI) NW FROM BROGAN.
 QB1149'12.83 KM (7.97 MI) NORTHWEST ALONG US HIGHWAY 26 FROM THE POST OFFICE
 QB1149'AT BROGAN, AT BROGAN SUMMIT, IN THE SOUTHWEST CORNER OF THE T JUNCTION
 QB1149'OF A DIRT ROAD LEADING SOUTH TO A RADIO TOWER, 0.46 KM (0.28 MI) EAST
 QB1149'OF MILEPOST 246, 13.4 METERS (44 FT) SOUTH OF THE HIGHWAY CENTERLINE,
 QB1149'4.3 METERS (14 FT) WEST-NORTHWEST OF THE NORTHWEST CORNER OF A CATTLE
 QB1149'GUARD WITH A GATE ON THE ROAD, 2.3 METERS (7.5 FT) NORTH OF THE RIGHT
 QB1149'OF WAY FENCE AND 1.6 METERS (5 FT) EAST BENCH MARK J 686 ORDT.  ROD
 QB1149'SET TO 8-FOOT ANCHORED REFUSAL.  NOTE--ACCESS TO DATUM POINT IS HAD
 QB1149'THROUGH A 5-INCH LOGO CAP.
 QB1149'THE MARK IS 0.4 METERS  W FROM  A WITNESS POST
 QB1149'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0772 ***********************************************************************
 QC0772  DESIGNATION -  C 703
 QC0772  PID         -  QC0772
 QC0772  STATE/COUNTY-  OR/BAKER
 QC0772  USGS QUAD   -  HEREFORD (1972)
 QC0772
 QC0772                         *CURRENT SURVEY CONTROL
 QC0772  ___________________________________________________________________
 QC0772* NAD 83(1986)-  44 25 19.     (N)    118 06 58.     (W)     SCALED    
 QC0772* NAVD 88     -      1224.170  (meters)    4016.30   (feet)  ADJUSTED  
 QC0772  ___________________________________________________________________
 QC0772  GEOID HEIGHT-         -17.55  (meters)                     GEOID03
 QC0772  DYNAMIC HT  -        1223.665 (meters)    4014.64  (feet)  COMP
 QC0772  MODELED GRAV-     980,163.4   (mgal)                       NAVD 88
 QC0772
 QC0772  VERT ORDER  -  FIRST     CLASS II
 QC0772
 QC0772.The horizontal coordinates were scaled from a topographic map and have
 QC0772.an estimated accuracy of +/- 6 seconds.
 QC0772
 QC0772.The orthometric height was determined by differential leveling
 QC0772.and adjusted in June 1991.
 QC0772
 QC0772.The geoid height was determined by GEOID03.
 QC0772
 QC0772.The dynamic height is computed by dividing the NAVD 88
 QC0772.geopotential number by the normal gravity value computed on the
 QC0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0772.degrees latitude (g = 980.6199 gals.).
 QC0772
 QC0772.The modeled gravity was interpolated from observed gravity values.
 QC0772
 QC0772;                    North         East    Units  Estimated Accuracy
 QC0772;SPC OR N     -    86,730.    2,689,810.      MT  (+/- 180 meters Scaled)
 QC0772
 QC0772                          SUPERSEDED SURVEY CONTROL
 QC0772
 QC0772.No superseded survey control is available for this station.
 QC0772
 QC0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK111193(NAD 83)
 QC0772_MARKER: I = METAL ROD
 QC0772_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QC0772_SP_SET: STAINLESS STEEL ROD
 QC0772_STAMPING: C 703 1985
 QC0772_MARK LOGO: NGS   
 QC0772_PROJECTION: FLUSH
 QC0772_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QC0772_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QC0772+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2004
 QC0772_ROD/PIPE-DEPTH: 12.2 meters
 QC0772
 QC0772  HISTORY     - Date     Condition        Report By
 QC0772  HISTORY     - 1985     MONUMENTED       NGS
 QC0772  HISTORY     - 20040823 GOOD             ORDT
 QC0772
 QC0772                          STATION DESCRIPTION
 QC0772
 QC0772'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QC0772'6.5 KM (4.05 MI) SE FROM UNITY.
 QC0772'6.53 KM (4.06 MI) SOUTHEAST ALONG US HIGHWAY 26 FROM THE POST OFFICE
 QC0772'AT UNITY, IN THE EAST CORNER OF THE Y JUNCTION OF A DIRT ROAD LEADING
 QC0772'NORTHEAST, 0.31 KM (0.19 MI) NORTHWEST OF THE BRIDGE OVER WEST CAMP
 QC0772'CREEK, 12.2 METERS (40 FT) NORTH OF THE HIGHWAY CENTERLINE, 7.9 METERS
 QC0772'(26 FT) SOUTHEAST OF THE CENTER OF THE ROAD, 3.8 METERS (12.5 FT) EAST
 QC0772'OF THE EAST END OF A GATE IN THE RIGHT OF WAY FENCE.  NOTE--ACCESS TO
 QC0772'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QC0772'THE MARK IS 0.4 METERS  W FROM  A WITNESS POST
 QC0772'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
 QC0772
 QC0772                          STATION RECOVERY (2004)
 QC0772
 QC0772'RECOVERY NOTE BY OREGON DEPARTMENT OF TRANSPORTATION 2004 (MAS)
 QC0772'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0748 ***********************************************************************
 QC0748  DESIGNATION -  C 704
 QC0748  PID         -  QC0748
 QC0748  STATE/COUNTY-  OR/GRANT
 QC0748  USGS QUAD   -  AUSTIN (1983)
 QC0748
 QC0748                         *CURRENT SURVEY CONTROL
 QC0748  ___________________________________________________________________
 QC0748* NAD 83(1986)-  44 34 47.     (N)    118 26 35.     (W)     SCALED    
 QC0748* NAVD 88     -      1299.428  (meters)    4263.21   (feet)  ADJUSTED  
 QC0748  ___________________________________________________________________
 QC0748  GEOID HEIGHT-         -17.40  (meters)                     GEOID03
 QC0748  DYNAMIC HT  -        1298.883 (meters)    4261.42  (feet)  COMP
 QC0748  MODELED GRAV-     980,153.6   (mgal)                       NAVD 88
 QC0748
 QC0748  VERT ORDER  -  FIRST     CLASS II
 QC0748
 QC0748.The horizontal coordinates were scaled from a topographic map and have
 QC0748.an estimated accuracy of +/- 6 seconds.
 QC0748
 QC0748.The orthometric height was determined by differential leveling
 QC0748.and adjusted in June 1991.
 QC0748
 QC0748.The geoid height was determined by GEOID03.
 QC0748
 QC0748.The dynamic height is computed by dividing the NAVD 88
 QC0748.geopotential number by the normal gravity value computed on the
 QC0748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0748.degrees latitude (g = 980.6199 gals.).
 QC0748
 QC0748.The modeled gravity was interpolated from observed gravity values.
 QC0748
 QC0748;                    North         East    Units  Estimated Accuracy
 QC0748;SPC OR N     -   103,540.    2,663,340.      MT  (+/- 180 meters Scaled)
 QC0748
 QC0748                          SUPERSEDED SURVEY CONTROL
 QC0748
 QC0748.No superseded survey control is available for this station.
 QC0748
 QC0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK854372(NAD 83)
 QC0748_MARKER: I = METAL ROD
 QC0748_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QC0748_SP_SET: STAINLESS STEEL ROD
 QC0748_STAMPING: C 704 1985
 QC0748_MARK LOGO: NGS   
 QC0748_PROJECTION: FLUSH
 QC0748_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QC0748_ROD/PIPE-DEPTH: 5.2  meters
 QC0748
 QC0748  HISTORY     - Date     Condition        Report By
 QC0748  HISTORY     - 1985     MONUMENTED       NGS
 QC0748
 QC0748                          STATION DESCRIPTION
 QC0748
 QC0748'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QC0748'28.9 KM (17.95 MI) NW FROM UNITY.
 QC0748'28.87 KM (17.94 MI) NORTHWEST ALONG US HIGHWAY 26 FROM THE POST OFFICE
 QC0748'AT UNITY, ALSO 27.76 KM (18.50 MI) EAST OF PRAIRIE CITY, IN THE WEST
 QC0748'CORNER OF THE T JUNCTION OF CRAWFORD CREEK ROAD LEADING NORTHWEST,
 QC0748'0.36 KM (0.22 MI) SOUTHWEST OF MILEPOST 194, 16.5 METERS (54 FT)
 QC0748'NORTHWEST OF THE HIGHWAY CENTERLINE, 17.1 METERS (56 FT) SOUTHWEST OF
 QC0748'THE CENTER OF THE ROAD, 15.5 METERS (51 FT) SOUTH-SOUTHWEST OF THE
 QC0748'SOUTH CORNER OF A METAL CATTLE GUARD IN THE ROAD, 10.4 METERS (34 FT)
 QC0748'EAST OF A TELEPHONE CABLE ACCESS BOX NUMBER 56, 5.5 METERS (18 FT)
 QC0748'NORTHEAST OF THE EXTENDED CENTER OF A GRAVEL ROAD LEADING SOUTHEAST
 QC0748'AND 4.0 METERS (13 FT) SOUTHEAST OF THE RIGHT OF WAY FENCE.
 QC0748'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QC0748'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 QC0748'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0624 ***********************************************************************
 PA0624  DESIGNATION -  C 705
 PA0624  PID         -  PA0624
 PA0624  STATE/COUNTY-  OR/HARNEY
 PA0624  USGS QUAD   -  POISON CREEK (1990)
 PA0624
 PA0624                         *CURRENT SURVEY CONTROL
 PA0624  ___________________________________________________________________
 PA0624* NAD 83(1986)-  43 37 40.     (N)    119 00 16.     (W)     SCALED    
 PA0624* NAVD 88     -      1270.241  (meters)    4167.45   (feet)  ADJUSTED  
 PA0624  ___________________________________________________________________
 PA0624  GEOID HEIGHT-         -18.93  (meters)                     GEOID03
 PA0624  DYNAMIC HT  -        1269.633 (meters)    4165.45  (feet)  COMP
 PA0624  MODELED GRAV-     980,097.2   (mgal)                       NAVD 88
 PA0624
 PA0624  VERT ORDER  -  FIRST     CLASS II
 PA0624
 PA0624.The horizontal coordinates were scaled from a topographic map and have
 PA0624.an estimated accuracy of +/- 6 seconds.
 PA0624
 PA0624.The orthometric height was determined by differential leveling
 PA0624.and adjusted in June 1991.
 PA0624
 PA0624.The geoid height was determined by GEOID03.
 PA0624
 PA0624.The dynamic height is computed by dividing the NAVD 88
 PA0624.geopotential number by the normal gravity value computed on the
 PA0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0624.degrees latitude (g = 980.6199 gals.).
 PA0624
 PA0624.The modeled gravity was interpolated from observed gravity values.
 PA0624
 PA0624;                    North         East    Units  Estimated Accuracy
 PA0624;SPC OR S     -   218,930.    1,620,690.      MT  (+/- 180 meters Scaled)
 PA0624
 PA0624                          SUPERSEDED SURVEY CONTROL
 PA0624
 PA0624.No superseded survey control is available for this station.
 PA0624
 PA0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ382324(NAD 83)
 PA0624_MARKER: I = METAL ROD
 PA0624_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PA0624_SP_SET: STAINLESS STEEL ROD
 PA0624_STAMPING: C 705 1985
 PA0624_MARK LOGO: NGS   
 PA0624_PROJECTION: FLUSH
 PA0624_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PA0624_ROD/PIPE-DEPTH: 8.8  meters
 PA0624
 PA0624  HISTORY     - Date     Condition        Report By
 PA0624  HISTORY     - 1985     MONUMENTED       NGS
 PA0624
 PA0624                          STATION DESCRIPTION
 PA0624
 PA0624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PA0624'6.4 KM (4.0 MI) NORTH FROM BURNS.
 PA0624'6.4 KM (4.0 MI) NORTH ALONG US HIGHWAY 395 FROM THE POST OFFICE AT
 PA0624'BURNS, AT A PRIVATE DRIVE LEADING EAST ACROSS THE RAILROAD TRACKS TO A
 PA0624'SMALL RANCH, 12.2 METERS (40.3 FT) EAST OF THE HIGHWAY CENTERLINE,
 PA0624'53.8 METERS (176.5 FT) SOUTH OF THE CENTER OF THE DRIVE, 10.9 METERS
 PA0624'(36 FT) WEST OF THE WEST RAIL OF THE OREGON AND NORTHWESTERN RAILROAD,
 PA0624'1.7 METERS (5.6 FT) NORTHEAST OF A GUYED POWER POLE, 0.6 METER (2 FT)
 PA0624'SOUTHEAST OF A GUY WIRE ANCHOR AND 0.3 METER (0.8 FT) WEST OF THE
 PA0624'FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PA0624'THE MARK IS 0.15 METERS  W FROM  A WITNESS POST
 PA0624'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0651 ***********************************************************************
 PA0651  DESIGNATION -  C 706
 PA0651  PID         -  PA0651
 PA0651  STATE/COUNTY-  OR/HARNEY
 PA0651  USGS QUAD   -  TROUT CREEK (1990)
 PA0651
 PA0651                         *CURRENT SURVEY CONTROL
 PA0651  ___________________________________________________________________
 PA0651* NAD 83(1986)-  43 55 42.     (N)    118 55 58.     (W)     SCALED    
 PA0651* NAVD 88     -      1390.751  (meters)    4562.82   (feet)  ADJUSTED  
 PA0651  ___________________________________________________________________
 PA0651  GEOID HEIGHT-         -18.23  (meters)                     GEOID03
 PA0651  DYNAMIC HT  -        1390.083 (meters)    4560.63  (feet)  COMP
 PA0651  MODELED GRAV-     980,090.4   (mgal)                       NAVD 88
 PA0651
 PA0651  VERT ORDER  -  FIRST     CLASS II
 PA0651
 PA0651.The horizontal coordinates were scaled from a topographic map and have
 PA0651.an estimated accuracy of +/- 6 seconds.
 PA0651
 PA0651.The orthometric height was determined by differential leveling
 PA0651.and adjusted in June 1991.
 PA0651
 PA0651.The geoid height was determined by GEOID03.
 PA0651
 PA0651.The dynamic height is computed by dividing the NAVD 88
 PA0651.geopotential number by the normal gravity value computed on the
 PA0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0651.degrees latitude (g = 980.6199 gals.).
 PA0651
 PA0651.The modeled gravity was interpolated from observed gravity values.
 PA0651
 PA0651;                    North         East    Units  Estimated Accuracy
 PA0651;SPC OR S     -   252,420.    1,625,840.      MT  (+/- 180 meters Scaled)
 PA0651
 PA0651                          SUPERSEDED SURVEY CONTROL
 PA0651
 PA0651.No superseded survey control is available for this station.
 PA0651
 PA0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ448657(NAD 83)
 PA0651_MARKER: I = METAL ROD
 PA0651_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PA0651_SP_SET: STAINLESS STEEL ROD
 PA0651_STAMPING: C 706 1985
 PA0651_MARK LOGO: NGS   
 PA0651_PROJECTION: FLUSH
 PA0651_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PA0651_ROD/PIPE-DEPTH: 5.5  meters
 PA0651
 PA0651  HISTORY     - Date     Condition        Report By
 PA0651  HISTORY     - 1985     MONUMENTED       NGS
 PA0651
 PA0651                          STATION DESCRIPTION
 PA0651
 PA0651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PA0651'12.3 KM (7.65 MI) SOUTH FROM SILVIES.
 PA0651'12.3 KM (7.6 MI) SOUTH ALONG US HIGHWAY 395 FROM THE GENERAL STORE AT
 PA0651'SILVIES, AT THE JUNCTION OF US FOREST SERVICE ROAD 19031 LEADING EAST,
 PA0651'11.8 METERS (38.6 FT) WEST OF THE HIGHWAY CENTERLINE, 17.7 METERS (58
 PA0651'FT) NORTH OF THE EXTENDED CENTER OF THE ROAD, 12.8 METERS (42 FT)
 PA0651'NORTH OF THE CENTER OF A WIRE GATE LEADING TO A PASTURE, 7.1 METERS
 PA0651'(23.4 FT) WEST OF A HIGHWAY REFLECTOR POST AND 0.31 METER (1 FT) EAST
 PA0651'OF THE FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 PA0651'LOGO CAP.
 PA0651'THE MARK IS 0.15 METERS  E FROM  A WITNESS POST
 PA0651'THE MARK IS 0.61 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0724 ***********************************************************************
 QC0724  DESIGNATION -  C 707
 QC0724  PID         -  QC0724
 QC0724  STATE/COUNTY-  OR/GRANT
 QC0724  USGS QUAD   -  PRAIRIE CITY (1996)
 QC0724
 QC0724                         *CURRENT SURVEY CONTROL
 QC0724  ___________________________________________________________________
 QC0724* NAD 83(1986)-  44 27 40.     (N)    118 40 28.     (W)     SCALED    
 QC0724* NAVD 88     -      1119.717  (meters)    3673.60   (feet)  ADJUSTED  
 QC0724  ___________________________________________________________________
 QC0724  GEOID HEIGHT-         -17.83  (meters)                     GEOID03
 QC0724  DYNAMIC HT  -        1119.287 (meters)    3672.19  (feet)  COMP
 QC0724  MODELED GRAV-     980,196.1   (mgal)                       NAVD 88
 QC0724
 QC0724  VERT ORDER  -  FIRST     CLASS II
 QC0724
 QC0724.The horizontal coordinates were scaled from a topographic map and have
 QC0724.an estimated accuracy of +/- 6 seconds.
 QC0724
 QC0724.The orthometric height was determined by differential leveling
 QC0724.and adjusted in June 1991.
 QC0724
 QC0724.The geoid height was determined by GEOID03.
 QC0724
 QC0724.The dynamic height is computed by dividing the NAVD 88
 QC0724.geopotential number by the normal gravity value computed on the
 QC0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0724.degrees latitude (g = 980.6199 gals.).
 QC0724
 QC0724.The modeled gravity was interpolated from observed gravity values.
 QC0724
 QC0724;                    North         East    Units  Estimated Accuracy
 QC0724;SPC OR N     -    89,920.    2,645,270.      MT  (+/- 180 meters Scaled)
 QC0724
 QC0724                          SUPERSEDED SURVEY CONTROL
 QC0724
 QC0724.No superseded survey control is available for this station.
 QC0724
 QC0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK667244(NAD 83)
 QC0724_MARKER: DB = BENCH MARK DISK
 QC0724_SETTING: 66 = SET IN ROCK OUTCROP
 QC0724_SP_SET: ROCK OUTCROP
 QC0724_STAMPING: C 707 1985
 QC0724_MARK LOGO: NGS   
 QC0724_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QC0724+STABILITY: POSITION/ELEVATION WELL
 QC0724
 QC0724  HISTORY     - Date     Condition        Report By
 QC0724  HISTORY     - 1985     MONUMENTED       NGS
 QC0724
 QC0724                          STATION DESCRIPTION
 QC0724
 QC0724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QC0724'3.0 KM (1.85 MI) NE FROM PRAIRIE CITY.
 QC0724'2.97 KM (1.85 MI) NORTHEAST ALONG US HIGHWAY 26 FROM THE POST OFFICE
 QC0724'AT PRAIRIE CITY, IN TOP OF THE SOUTHWEST END OF A 10 BY 30 FOOT
 QC0724'PORTION OF OUTCROP FLUSH WITH THE SURFACE OF THE GROUND, 14.8 METERS
 QC0724'(48.5 FT) NORTH OF THE HIGHWAY CENTERLINE, 61.0 METERS (200 FT) WEST
 QC0724'OF THE CENTER OF THE T JUNCTION OF A PAVED COUNTY ROAD 61 LEADING
 QC0724'SOUTHEAST TO BLUE MOUNTAIN SPRINGS, 90.8 METERS (298 FT)
 QC0724'EAST-NORTHEAST OF MILEPOST 177, 17.4 METERS (57 FT) WEST OF THE SECOND
 QC0724'TELEPHONE POLE 2463L19 WEST OF THE T JUNCTION POLE AND 1.5 METERS
 QC0724'(5 FT) SOUTH OF RIGHT OF WAY FENCE.
 QC0724'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 QC0724'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0810 ***********************************************************************
 QC0810  DESIGNATION -  C 708
 QC0810  PID         -  QC0810
 QC0810  STATE/COUNTY-  OR/GRANT
 QC0810  USGS QUAD   -  CANYON MTN (1983)
 QC0810
 QC0810                         *CURRENT SURVEY CONTROL
 QC0810  ___________________________________________________________________
 QC0810* NAD 83(1986)-  44 16 55.     (N)    118 57 53.     (W)     SCALED    
 QC0810* NAVD 88     -      1298.907  (meters)    4261.50   (feet)  ADJUSTED  
 QC0810  ___________________________________________________________________
 QC0810  GEOID HEIGHT-         -18.02  (meters)                     GEOID03
 QC0810  DYNAMIC HT  -        1298.359 (meters)    4259.70  (feet)  COMP
 QC0810  MODELED GRAV-     980,151.4   (mgal)                       NAVD 88
 QC0810
 QC0810  VERT ORDER  -  FIRST     CLASS II
 QC0810
 QC0810.The horizontal coordinates were scaled from a topographic map and have
 QC0810.an estimated accuracy of +/- 6 seconds.
 QC0810
 QC0810.The orthometric height was determined by differential leveling
 QC0810.and adjusted in June 1991.
 QC0810
 QC0810.The geoid height was determined by GEOID03.
 QC0810
 QC0810.The dynamic height is computed by dividing the NAVD 88
 QC0810.geopotential number by the normal gravity value computed on the
 QC0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0810.degrees latitude (g = 980.6199 gals.).
 QC0810
 QC0810.The modeled gravity was interpolated from observed gravity values.
 QC0810
 QC0810;                    North         East    Units  Estimated Accuracy
 QC0810;SPC OR N     -    69,540.    2,622,550.      MT  (+/- 180 meters Scaled)
 QC0810
 QC0810                          SUPERSEDED SURVEY CONTROL
 QC0810
 QC0810.No superseded survey control is available for this station.
 QC0810
 QC0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK432050(NAD 83)
 QC0810_MARKER: DB = BENCH MARK DISK
 QC0810_SETTING: 66 = SET IN ROCK OUTCROP
 QC0810_SP_SET: ROCK OUTCROP
 QC0810_STAMPING: C 708 1985
 QC0810_MARK LOGO: NGS   
 QC0810_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QC0810+STABILITY: POSITION/ELEVATION WELL
 QC0810
 QC0810  HISTORY     - Date     Condition        Report By
 QC0810  HISTORY     - 1985     MONUMENTED       NGS
 QC0810
 QC0810                          STATION DESCRIPTION
 QC0810
 QC0810'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QC0810'16.0 KM (9.95 MI) SOUTH FROM CANYON CITY.
 QC0810'15.98 KM (9.93 MI) SOUTH ALONG US HIGHWAY 395 FROM THE POST OFFICE AT
 QC0810'CANYON CITY, AT THE NORTHWEST END OF A TALL ROCK CUT, IN THE TOP
 QC0810'CENTER OF A 6 BY 6 FOOT SLOPING RIDGE OF GREY OUTCROP, 0.14 KM (0.09
 QC0810'MI) NORTHWEST OF MILEPOST 12, 7.2 METERS (23.5 FT) SOUTHWEST OF THE
 QC0810'HIGHWAY CENTERLINE AND 22.6 METERS (74 FT) SOUTH OF THE SOUTHEAST END
 QC0810'OF A GUARD RAIL.
 QC0810'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 QC0810'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1002 ***********************************************************************
 SC1002  DESIGNATION -  C 709
 SC1002  PID         -  SC1002
 SC1002  STATE/COUNTY-  OR/CLATSOP
 SC1002  USGS QUAD   -  ASTORIA (1984)
 SC1002
 SC1002                         *CURRENT SURVEY CONTROL
 SC1002  ___________________________________________________________________
 SC1002* NAD 83(1986)-  46 11 09.     (N)    123 51 35.     (W)     SCALED    
 SC1002* NAVD 88     -         4.988  (meters)      16.36   (feet)  ADJUSTED  
 SC1002  ___________________________________________________________________
 SC1002  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 SC1002  DYNAMIC HT  -           4.988 (meters)      16.36  (feet)  COMP
 SC1002  MODELED GRAV-     980,714.6   (mgal)                       NAVD 88
 SC1002
 SC1002  VERT ORDER  -  FIRST     CLASS II
 SC1002
 SC1002.The horizontal coordinates were scaled from a topographic map and have
 SC1002.an estimated accuracy of +/- 6 seconds.
 SC1002
 SC1002.The orthometric height was determined by differential leveling
 SC1002.and adjusted in June 1991.
 SC1002
 SC1002.The geoid height was determined by GEOID03.
 SC1002
 SC1002.The dynamic height is computed by dividing the NAVD 88
 SC1002.geopotential number by the normal gravity value computed on the
 SC1002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC1002.degrees latitude (g = 980.6199 gals.).
 SC1002
 SC1002.The modeled gravity was interpolated from observed gravity values.
 SC1002
 SC1002;                    North         East    Units  Estimated Accuracy
 SC1002;SPC OR N     -   285,340.    2,240,680.      MT  (+/- 180 meters Scaled)
 SC1002
 SC1002                          SUPERSEDED SURVEY CONTROL
 SC1002
 SC1002.No superseded survey control is available for this station.
 SC1002
 SC1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS336150(NAD 83)
 SC1002_MARKER: I = METAL ROD
 SC1002_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SC1002_SP_SET: STAINLESS STEEL ROD
 SC1002_STAMPING: C 709 1987
 SC1002_MARK LOGO: NGS   
 SC1002_PROJECTION: FLUSH
 SC1002_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SC1002_ROD/PIPE-DEPTH: 25.6 meters
 SC1002
 SC1002  HISTORY     - Date     Condition        Report By
 SC1002  HISTORY     - 1987     MONUMENTED       NGS
 SC1002  HISTORY     - 1987     GOOD             NGS
 SC1002  HISTORY     - 1989     GOOD             USPSQD
 SC1002  HISTORY     - 20010218 GOOD             USPSQD
 SC1002
 SC1002                          STATION DESCRIPTION
 SC1002
 SC1002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SC1002'IN ASTORIA.
 SC1002'IN ASTORIA, AT THE INTERSECTION OF HAMBURG AND INDUSTRY STREETS, 33.5
 SC1002'M (109.9 FT) NORTHEAST OF THE CENTER OF HAMBURG STREET, 19.6 M (64.3
 SC1002'FT) NORTHWEST OF THE CENTER OF INDUSTRY STREET, 7.4 M (24.3 FT)
 SC1002'SOUTHWEST OF THE SOUTHWEST CORNER OF THE NIEME BULK OIL COMPANY
 SC1002'BUILDING, 2.4 M (7.9 FT) NORTHWEST OF THE NORTHWEST RAIL OF THE
 SC1002'BURLINGTON NORTHERN RAILROAD.  NOTE--ACCESS TO DATUM POINT IS HAD
 SC1002'THROUGH A 5-INCH LOGO CAP.
 SC1002'THE MARK IS 0.2 METERS  S FROM  A WITNESS POST AND FENCE
 SC1002'THE MARK IS 0.3 M BELOW HAMBURG STREET.
 SC1002
 SC1002                          STATION RECOVERY (1989)
 SC1002
 SC1002'RECOVERY NOTE BY US POWER SQUADRON 1989 (RCC)
 SC1002'RECOVERED IN GOOD CONDITION.
 SC1002
 SC1002                          STATION RECOVERY (2001)
 SC1002
 SC1002'RECOVERY NOTE BY US POWER SQUADRON 2001 (RCC)
 SC1002'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1080 ***********************************************************************
 SC1080  DESIGNATION -  C 710
 SC1080  PID         -  SC1080
 SC1080  STATE/COUNTY-  OR/CLATSOP
 SC1080  USGS QUAD   -  CATHLAMET (1985)
 SC1080
 SC1080                         *CURRENT SURVEY CONTROL
 SC1080  ___________________________________________________________________
 SC1080* NAD 83(1986)-  46 09 00.     (N)    123 24 33.     (W)     SCALED    
 SC1080* NAVD 88     -         5.512  (meters)      18.08   (feet)  ADJUSTED  
 SC1080  ___________________________________________________________________
 SC1080  GEOID HEIGHT-         -21.33  (meters)                     GEOID03
 SC1080  DYNAMIC HT  -           5.513 (meters)      18.09  (feet)  COMP
 SC1080  MODELED GRAV-     980,744.9   (mgal)                       NAVD 88
 SC1080
 SC1080  VERT ORDER  -  FIRST     CLASS II
 SC1080
 SC1080.The horizontal coordinates were scaled from a topographic map and have
 SC1080.an estimated accuracy of +/- 6 seconds.
 SC1080
 SC1080.The orthometric height was determined by differential leveling
 SC1080.and adjusted in June 1991.
 SC1080
 SC1080.The geoid height was determined by GEOID03.
 SC1080
 SC1080.The dynamic height is computed by dividing the NAVD 88
 SC1080.geopotential number by the normal gravity value computed on the
 SC1080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC1080.degrees latitude (g = 980.6199 gals.).
 SC1080
 SC1080.The modeled gravity was interpolated from observed gravity values.
 SC1080
 SC1080;                    North         East    Units  Estimated Accuracy
 SC1080;SPC OR N     -   280,010.    2,275,300.      MT  (+/- 180 meters Scaled)
 SC1080
 SC1080                          SUPERSEDED SURVEY CONTROL
 SC1080
 SC1080.No superseded survey control is available for this station.
 SC1080
 SC1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS684107(NAD 83)
 SC1080_MARKER: DB = BENCH MARK DISK
 SC1080_SETTING: 66 = SET IN ROCK OUTCROP
 SC1080_SP_SET: BEDROCK
 SC1080_STAMPING: C 710 1987
 SC1080_MARK LOGO: NGS   
 SC1080_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SC1080+STABILITY: POSITION/ELEVATION WELL
 SC1080
 SC1080  HISTORY     - Date     Condition        Report By
 SC1080  HISTORY     - 1987     MONUMENTED       NGS
 SC1080  HISTORY     - 20060603 GOOD             COAST
 SC1080
 SC1080                          STATION DESCRIPTION
 SC1080
 SC1080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SC1080'37.8 KM (23.50 MI) EAST FROM ASRORIA.
 SC1080'37.8 KM (23.50 MI) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION
 SC1080'OF 16TH STREET IN ASTORIA, ALSO 37.1 KM (23.05 MI) WESTERLY ALONG
 SC1080'U.S. HIGHWAY 30 FROM THE JUNCTION OF STATE HIGHWAY 433 AT THE WEST
 SC1080'EDGE OF RAINIER, IN A 2 BY 4 EXPOSED AREA OF OUTCROPING ROCK, 10.6 M
 SC1080'(34.8 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 9.2 M (30.2 FT)
 SC1080'NORTHWEST OF A MERGING SIGN, AND 5.2 M (17.1 FT) NORTHEAST OF THE
 SC1080'NORTHEAST CORNER OF A BRIDGE PIER.
 SC1080'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 SC1080
 SC1080                          STATION RECOVERY (2006)
 SC1080
 SC1080'RECOVERY NOTE BY COAST SURVEYING INCORPORATED 2006 (CC)
 SC1080'THE ROCK OUTCROPPING PROJECTS UP, THE TOP FLUSH WITH GROUND.  ONLY A
 SC1080'12 INCH BY 12 INCH PORTION IS NOW EXPOSED.  MARK IS DIRECTLY UNDER THE
 SC1080'SOUTHERLY EDGE OF THE SOUTHERNMOST GIRDER OF THE WAUNA OVERPASS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1423 ***********************************************************************
 RD1423  DESIGNATION -  C 711
 RD1423  PID         -  RD1423
 RD1423  STATE/COUNTY-  OR/CLATSOP
 RD1423  USGS QUAD   -  TILLAMOOK HEAD (1973)
 RD1423
 RD1423                         *CURRENT SURVEY CONTROL
 RD1423  ___________________________________________________________________
 RD1423* NAD 83(1986)-  45 58 55.     (N)    123 55 34.     (W)     SCALED    
 RD1423* NAVD 88     -         6.074  (meters)      19.93   (feet)  ADJUSTED  
 RD1423  ___________________________________________________________________
 RD1423  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 RD1423  DYNAMIC HT  -           6.074 (meters)      19.93  (feet)  COMP
 RD1423  MODELED GRAV-     980,704.6   (mgal)                       NAVD 88
 RD1423
 RD1423  VERT ORDER  -  FIRST     CLASS II
 RD1423
 RD1423.The horizontal coordinates were scaled from a topographic map and have
 RD1423.an estimated accuracy of +/- 6 seconds.
 RD1423
 RD1423.The orthometric height was determined by differential leveling
 RD1423.and adjusted in June 1991.
 RD1423
 RD1423.The geoid height was determined by GEOID03.
 RD1423
 RD1423.The dynamic height is computed by dividing the NAVD 88
 RD1423.geopotential number by the normal gravity value computed on the
 RD1423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1423.degrees latitude (g = 980.6199 gals.).
 RD1423
 RD1423.The modeled gravity was interpolated from observed gravity values.
 RD1423
 RD1423;                    North         East    Units  Estimated Accuracy
 RD1423;SPC OR N     -   262,920.    2,234,600.      MT  (+/- 180 meters Scaled)
 RD1423
 RD1423                          SUPERSEDED SURVEY CONTROL
 RD1423
 RD1423.No superseded survey control is available for this station.
 RD1423
 RD1423_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR282924(NAD 83)
 RD1423_MARKER: I = METAL ROD
 RD1423_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RD1423+WITH SETTING: INFORMATION.
 RD1423_SP_SET: SHALLOW-SET METAL ROD
 RD1423_STAMPING: C 711 1987
 RD1423_MARK LOGO: NGS   
 RD1423_PROJECTION: RECESSED 3 CENTIMETERS
 RD1423_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RD1423_ROD/PIPE-DEPTH: 1.8  meters
 RD1423
 RD1423  HISTORY     - Date     Condition        Report By
 RD1423  HISTORY     - 1987     MONUMENTED       NGS
 RD1423  HISTORY     - 1987     GOOD             USPSQD
 RD1423  HISTORY     - 20000228 GOOD             USPSQD
 RD1423
 RD1423                          STATION DESCRIPTION
 RD1423
 RD1423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 RD1423'IN SEASIDE.
 RD1423'IN SEASIDE, 11.9 M (39.0 FT) NORTH-NORTHEAST OF THE NORTHEAST CORNER
 RD1423'OF THE HOUSE AT 1822 SOUTH HOLLIDAY STREET (U.S. HIGHWAY 101), 7.2 M
 RD1423'(23.6 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, AND 1.1 M (3.6 FT)
 RD1423'SOUTH OF UTILITY POLE NUMBER 1815.  NOTE--ACCESS TO DATUM POINT IS
 RD1423'HAD THROUGH A 5-INCH LOGO CAP.
 RD1423'THE MARK IS 0.2 METERS  N FROM  A WITNESS POST
 RD1423'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 RD1423
 RD1423                          STATION RECOVERY (1987)
 RD1423
 RD1423'RECOVERY NOTE BY US POWER SQUADRON 1987 (GAN)
 RD1423'RECOVERED IN GOOD CONDITION.
 RD1423
 RD1423                          STATION RECOVERY (2000)
 RD1423
 RD1423'RECOVERY NOTE BY US POWER SQUADRON 2000
 RD1423'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1434 ***********************************************************************
 RD1434  DESIGNATION -  C 712
 RD1434  PID         -  RD1434
 RD1434  STATE/COUNTY-  OR/TILLAMOOK
 RD1434  USGS QUAD   -  NEHALEM (1985)
 RD1434
 RD1434                         *CURRENT SURVEY CONTROL
 RD1434  ___________________________________________________________________
 RD1434* NAD 83(1986)-  45 42 38.     (N)    123 53 19.     (W)     SCALED    
 RD1434* NAVD 88     -         9.568  (meters)      31.39   (feet)  ADJUSTED  
 RD1434  ___________________________________________________________________
 RD1434  GEOID HEIGHT-         -22.47  (meters)                     GEOID03
 RD1434  DYNAMIC HT  -           9.569 (meters)      31.39  (feet)  COMP
 RD1434  MODELED GRAV-     980,712.3   (mgal)                       NAVD 88
 RD1434
 RD1434  VERT ORDER  -  FIRST     CLASS II
 RD1434
 RD1434.The horizontal coordinates were scaled from a topographic map and have
 RD1434.an estimated accuracy of +/- 6 seconds.
 RD1434
 RD1434.The orthometric height was determined by differential leveling
 RD1434.and adjusted in June 1991.
 RD1434
 RD1434.The geoid height was determined by GEOID03.
 RD1434
 RD1434.The dynamic height is computed by dividing the NAVD 88
 RD1434.geopotential number by the normal gravity value computed on the
 RD1434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1434.degrees latitude (g = 980.6199 gals.).
 RD1434
 RD1434.The modeled gravity was interpolated from observed gravity values.
 RD1434
 RD1434;                    North         East    Units  Estimated Accuracy
 RD1434;SPC OR N     -   232,660.    2,236,240.      MT  (+/- 180 meters Scaled)
 RD1434
 RD1434                          SUPERSEDED SURVEY CONTROL
 RD1434
 RD1434.No superseded survey control is available for this station.
 RD1434
 RD1434_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR308622(NAD 83)
 RD1434_MARKER: DB = BENCH MARK DISK
 RD1434_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RD1434_SP_SET: ABUTMENT
 RD1434_STAMPING: C 712 1987
 RD1434_MARK LOGO: NGS   
 RD1434_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RD1434+STABILITY: POSITION/ELEVATION WELL
 RD1434_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RD1434+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2006
 RD1434
 RD1434  HISTORY     - Date     Condition        Report By
 RD1434  HISTORY     - 1987     MONUMENTED       NGS
 RD1434  HISTORY     - 20020303 GOOD             USPSQD
 RD1434  HISTORY     - 20060219 GOOD             USPSQD
 RD1434
 RD1434                          STATION DESCRIPTION
 RD1434
 RD1434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 RD1434'1.2 KM (0.75 MI) SOUTH FROM NEHALEM.
 RD1434'1.2 KM (0.75 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE CITY HALL
 RD1434'IN NEHALEM, IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST ABUTMENT
 RD1434'OF THE BRIDGE SPANNING THE NEHALEM RIVER, 5.8 M (19.0 FT) NORTHEAST
 RD1434'OF THE CENTERLINE OF THE HIGHWAY, 0.2 M (0.7 FT) SOUTHWEST OF A
 RD1434'RETAINING WALL, AND 0.1 M (0.3 FT) SOUTHWEST OF THE NORTHEAST END OF
 RD1434'THE ABUTMENT.
 RD1434'THE MARK IS 2.7 M BELOW THE HIGHWAY.
 RD1434
 RD1434                          STATION RECOVERY (2002)
 RD1434
 RD1434'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 RD1434'RECOVERED IN GOOD CONDITION.
 RD1434
 RD1434                          STATION RECOVERY (2006)
 RD1434
 RD1434'RECOVERY NOTE BY US POWER SQUADRON 2006 (DLM)
 RD1434'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1474 ***********************************************************************
 RD1474  DESIGNATION -  C 713
 RD1474  PID         -  RD1474
 RD1474  STATE/COUNTY-  OR/TILLAMOOK
 RD1474  USGS QUAD   -  NESTUCCA BAY (1985)
 RD1474
 RD1474                         *CURRENT SURVEY CONTROL
 RD1474  ___________________________________________________________________
 RD1474* NAD 83(1986)-  45 09 39.     (N)    123 56 17.     (W)     SCALED    
 RD1474* NAVD 88     -         4.666  (meters)      15.31   (feet)  ADJUSTED  
 RD1474  ___________________________________________________________________
 RD1474  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 RD1474  DYNAMIC HT  -           4.667 (meters)      15.31  (feet)  COMP
 RD1474  MODELED GRAV-     980,660.9   (mgal)                       NAVD 88
 RD1474
 RD1474  VERT ORDER  -  FIRST     CLASS II
 RD1474
 RD1474.The horizontal coordinates were scaled from a topographic map and have
 RD1474.an estimated accuracy of +/- 6 seconds.
 RD1474
 RD1474.The orthometric height was determined by differential leveling
 RD1474.and adjusted in June 1991.
 RD1474
 RD1474.The geoid height was determined by GEOID03.
 RD1474
 RD1474.The dynamic height is computed by dividing the NAVD 88
 RD1474.geopotential number by the normal gravity value computed on the
 RD1474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1474.degrees latitude (g = 980.6199 gals.).
 RD1474
 RD1474.The modeled gravity was interpolated from observed gravity values.
 RD1474
 RD1474;                    North         East    Units  Estimated Accuracy
 RD1474;SPC OR N     -   171,780.    2,229,790.      MT  (+/- 180 meters Scaled)
 RD1474
 RD1474                          SUPERSEDED SURVEY CONTROL
 RD1474
 RD1474.No superseded survey control is available for this station.
 RD1474
 RD1474_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR262012(NAD 83)
 RD1474_MARKER: DB = BENCH MARK DISK
 RD1474_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RD1474_SP_SET: ABUTMENT
 RD1474_STAMPING: C 713 1987
 RD1474_MARK LOGO: NGS   
 RD1474_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RD1474+STABILITY: POSITION/ELEVATION WELL
 RD1474
 RD1474  HISTORY     - Date     Condition        Report By
 RD1474  HISTORY     - 1987     MONUMENTED       NGS
 RD1474
 RD1474                          STATION DESCRIPTION
 RD1474
 RD1474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 RD1474'28.3 KM (17.60 MI) NORTH FROM LINCOLN CITY.
 RD1474'28.3 KM (17.60 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE DELAKE
 RD1474'SCHOOL IN LINCOLN CITY, SET VERTICALLY IN THE EAST FACE OF THE WEST
 RD1474'ABUTMENT OF THE BRIDGE SPANNING THE LITTLE NESTUCCA RIVER, 6.1 M
 RD1474'(20.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 0.4 M (1.3 FT)
 RD1474'SOUTH OF THE NORTH END OF THE ABUTMENT, AND 0.1 M (0.3 FT) BELOW THE
 RD1474'TOP OF THE ABUTMENT.
 RD1474'THE MARK IS 1.8 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1417 ***********************************************************************
 QE1417  DESIGNATION -  C 714
 QE1417  PID         -  QE1417
 QE1417  STATE/COUNTY-  OR/LINCOLN
 QE1417  USGS QUAD   -  DEPOE BAY (1984)
 QE1417
 QE1417                         *CURRENT SURVEY CONTROL
 QE1417  ___________________________________________________________________
 QE1417* NAD 83(1986)-  44 50 05.     (N)    124 03 15.     (W)     SCALED    
 QE1417* NAVD 88     -        22.672  (meters)      74.38   (feet)  ADJUSTED  
 QE1417  ___________________________________________________________________
 QE1417  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 QE1417  DYNAMIC HT  -          22.672 (meters)      74.38  (feet)  COMP
 QE1417  MODELED GRAV-     980,622.3   (mgal)                       NAVD 88
 QE1417
 QE1417  VERT ORDER  -  FIRST     CLASS II
 QE1417
 QE1417.The horizontal coordinates were scaled from a topographic map and have
 QE1417.an estimated accuracy of +/- 6 seconds.
 QE1417
 QE1417.The orthometric height was determined by differential leveling
 QE1417.and adjusted in June 1991.
 QE1417
 QE1417.The geoid height was determined by GEOID03.
 QE1417
 QE1417.The dynamic height is computed by dividing the NAVD 88
 QE1417.geopotential number by the normal gravity value computed on the
 QE1417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1417.degrees latitude (g = 980.6199 gals.).
 QE1417
 QE1417.The modeled gravity was interpolated from observed gravity values.
 QE1417
 QE1417;                    North         East    Units  Estimated Accuracy
 QE1417;SPC OR N     -   135,980.    2,219,080.      MT  (+/- 180 meters Scaled)
 QE1417
 QE1417                          SUPERSEDED SURVEY CONTROL
 QE1417
 QE1417.No superseded survey control is available for this station.
 QE1417
 QE1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ166651(NAD 83)
 QE1417_MARKER: I = METAL ROD
 QE1417_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QE1417_SP_SET: STAINLESS STEEL ROD
 QE1417_STAMPING: C 714 1987
 QE1417_MARK LOGO: NGS   
 QE1417_PROJECTION: FLUSH
 QE1417_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE1417_ROD/PIPE-DEPTH: 6.1  meters
 QE1417
 QE1417  HISTORY     - Date     Condition        Report By
 QE1417  HISTORY     - 1987     MONUMENTED       NGS
 QE1417  HISTORY     - 1987     GOOD             USPSQD
 QE1417
 QE1417                          STATION DESCRIPTION
 QE1417
 QE1417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QE1417'17.4 KM (10.80 MI) SOUTH FROM LINCOLN CITY.
 QE1417'17.4 KM (10.80 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE DELAKE
 QE1417'SCHOOL IN LINCOLN CITY, 12.6 M (41.3 FT) SOUTH-SOUTHWEST OF THE
 QE1417'CENTER OF A DRIVEWAY, AND 12.0 M (39.4 FT) WEST-NORTHWEST OF THE
 QE1417'CENTERLINE OF THE HIGHWAY.  NOTE--ACCESS TO DATUM POINT IS HAD
 QE1417'THROUGH A 5-INCH LOGO CAP.
 QE1417'THE MARK IS 0.3 METERS  NNE FROM  A WITNESS POST
 QE1417'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 QE1417
 QE1417                          STATION RECOVERY (1987)
 QE1417
 QE1417'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWE)
 QE1417'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1474 ***********************************************************************
 QE1474  DESIGNATION -  C 715
 QE1474  PID         -  QE1474
 QE1474  STATE/COUNTY-  OR/LINN
 QE1474  USGS QUAD   -  ALBANY (1975)
 QE1474
 QE1474                         *CURRENT SURVEY CONTROL
 QE1474  ___________________________________________________________________
 QE1474* NAD 83(1986)-  44 37 58.     (N)    123 05 58.     (W)     SCALED    
 QE1474* NAVD 88     -        64.892  (meters)     212.90   (feet)  ADJUSTED  
 QE1474  ___________________________________________________________________
 QE1474  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 QE1474  DYNAMIC HT  -          64.888 (meters)     212.89  (feet)  COMP
 QE1474  MODELED GRAV-     980,554.6   (mgal)                       NAVD 88
 QE1474
 QE1474  VERT ORDER  -  FIRST     CLASS II
 QE1474
 QE1474.The horizontal coordinates were scaled from a topographic map and have
 QE1474.an estimated accuracy of +/- 6 seconds.
 QE1474
 QE1474.The orthometric height was determined by differential leveling
 QE1474.and adjusted in June 1991.
 QE1474
 QE1474.The geoid height was determined by GEOID03.
 QE1474
 QE1474.The dynamic height is computed by dividing the NAVD 88
 QE1474.geopotential number by the normal gravity value computed on the
 QE1474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1474.degrees latitude (g = 980.6199 gals.).
 QE1474
 QE1474.The modeled gravity was interpolated from observed gravity values.
 QE1474
 QE1474;                    North         East    Units  Estimated Accuracy
 QE1474;SPC OR N     -   110,670.    2,293,790.      MT  (+/- 180 meters Scaled)
 QE1474
 QE1474                          SUPERSEDED SURVEY CONTROL
 QE1474
 QE1474.No superseded survey control is available for this station.
 QE1474
 QE1474_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ921421(NAD 83)
 QE1474_MARKER: I = METAL ROD
 QE1474_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QE1474_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 QE1474_STAMPING: C 715 1987
 QE1474_MARK LOGO: NGS   
 QE1474_PROJECTION: RECESSED 2 CENTIMETERS
 QE1474_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QE1474+STABILITY: POSITION/ELEVATION WELL
 QE1474_ROD/PIPE-DEPTH: 13.4 meters
 QE1474_SLEEVE-DEPTH  : 7.3 meters
 QE1474
 QE1474  HISTORY     - Date     Condition        Report By
 QE1474  HISTORY     - 1987     MONUMENTED       NGS
 QE1474  HISTORY     - 20060422 MARK NOT FOUND   ORBITE
 QE1474
 QE1474                          STATION DESCRIPTION
 QE1474
 QE1474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QE1474'IN ALBANY.
 QE1474'IN ALBANY, AT THE INTERSECTION OF 7TH AVENUE AND RAILROAD STREET, 18.4
 QE1474'M (60.4 FT) NORTHWEST OF THE SOUTHWEST CORNER OF THE SWIMMING POOL
 QE1474'MAINTENANCE BUILDING AT SWANSON PARK, 17.6 M (57.7 FT) SOUTH OF THE
 QE1474'EXTENDED CENTER OF THE AVENUE, 12.9 M (42.3 FT) SOUTHWEST OF THE
 QE1474'NORTHWEST CORNER OF THE BUILDING, AND 7.0 M (23.0 FT) EAST OF THE
 QE1474'CENTER OF THE STREET.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 QE1474'5-INCH LOGO CAP.
 QE1474'THE MARK IS ABOVE LEVEL WITH THE STREET.
 QE1474
 QE1474                          STATION RECOVERY (2006)
 QE1474
 QE1474'RECOVERY NOTE BY ORBITECH INC 2006 (SHG)
 QE1474'NOT RECOVERED THIS DATE AS SEARCH TIME WAS LIMITED. IT APPEARS THAT
 QE1474'THE SWIMMING POOL BUILDING, ALONG WITH SIDEWALKS, ETC. HAVE BEEN
 QE1474'REBUILT SINCE THE PREVIOUS DESCRIPTION AND THE POINT MAY HAVE BEEN
 QE1474'LOST TO CONSTRUCTION. A MORE THROUGH SEARCH IS WARRANTED BEFORE
 QE1474'CALLING THIS POINT DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1544 ***********************************************************************
 RD1544  DESIGNATION -  C 718
 RD1544  PID         -  RD1544
 RD1544  STATE/COUNTY-  OR/MULTNOMAH
 RD1544  USGS QUAD   -  PORTLAND (1990)
 RD1544
 RD1544                         *CURRENT SURVEY CONTROL
 RD1544  ___________________________________________________________________
 RD1544* NAD 83(1986)-  45 33 23.     (N)    122 44 09.     (W)     SCALED    
 RD1544* NAVD 88     -        11.633  (meters)      38.17   (feet)  ADJUSTED  
 RD1544  ___________________________________________________________________
 RD1544  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 RD1544  DYNAMIC HT  -          11.633 (meters)      38.17  (feet)  COMP
 RD1544  MODELED GRAV-     980,608.1   (mgal)                       NAVD 88
 RD1544
 RD1544  VERT ORDER  -  FIRST     CLASS II
 RD1544
 RD1544.The horizontal coordinates were scaled from a topographic map and have
 RD1544.an estimated accuracy of +/- 6 seconds.
 RD1544
 RD1544.The orthometric height was determined by differential leveling
 RD1544.and adjusted in June 1991.
 RD1544
 RD1544.The geoid height was determined by GEOID03.
 RD1544
 RD1544.The dynamic height is computed by dividing the NAVD 88
 RD1544.geopotential number by the normal gravity value computed on the
 RD1544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1544.degrees latitude (g = 980.6199 gals.).
 RD1544
 RD1544.The modeled gravity was interpolated from observed gravity values.
 RD1544
 RD1544;                    North         East    Units  Estimated Accuracy
 RD1544;SPC OR N     -   212,410.    2,325,460.      MT  (+/- 180 meters Scaled)
 RD1544
 RD1544                          SUPERSEDED SURVEY CONTROL
 RD1544
 RD1544  NGVD 29 (05/16/90)   10.575  (m)           34.69   (f) ADJUSTED    1 2
 RD1544
 RD1544.Superseded values are not recommended for survey control.
 RD1544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1544.See file dsdata.txt to determine how the superseded data were derived.
 RD1544
 RD1544_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER206447(NAD 83)
 RD1544_MARKER: I = METAL ROD
 RD1544_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RD1544_SP_SET: STAINLESS STEEL ROD
 RD1544_STAMPING: C 718 1987
 RD1544_MARK LOGO: NGS   
 RD1544_PROJECTION: FLUSH
 RD1544_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RD1544_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RD1544+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2005
 RD1544_ROD/PIPE-DEPTH: 10.9 meters
 RD1544
 RD1544  HISTORY     - Date     Condition        Report By
 RD1544  HISTORY     - 1987     MONUMENTED       NGS
 RD1544  HISTORY     - 1988     GOOD             USPSQD
 RD1544  HISTORY     - 20040707 GOOD             USPSQD
 RD1544  HISTORY     - 20050629 GOOD             USPSQD
 RD1544
 RD1544                          STATION DESCRIPTION
 RD1544
 RD1544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 RD1544'IN PORTLAND.
 RD1544'IN THE NORTHWEST PART OF PORTLAND, 0.95 KM (0.60 MI) NORTHWEST ALONG
 RD1544'US HIGHWAY 30 (ST HELENS ROAD) FROM THE TEXACO COMPANY STORAGE TANKS
 RD1544'AND THE MARK B 718, ON THE INSIDE OF A CURVE, AT THE NORTHWEST END OF
 RD1544'A TRUCK WRECKING YARD, 17.2 M (56.4 FT) SOUTHWEST OF THE CENTERLINE
 RD1544'OF THE HIGHWAY, 3.9 M (12.8 FT) SOUTHWEST OF THE NORTH CORNER OF A
 RD1544'CHAIN LINK FENCE AROUND THE YARD, 0.9 M (3.0 FT) NORTHWEST OF THE
 RD1544'FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 RD1544'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 RD1544'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 RD1544
 RD1544                          STATION RECOVERY (1988)
 RD1544
 RD1544'RECOVERY NOTE BY US POWER SQUADRON 1988 (GN)
 RD1544'RECOVERED IN GOOD CONDITION.
 RD1544
 RD1544                          STATION RECOVERY (2004)
 RD1544
 RD1544'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 RD1544'TRUCK WRECKING YARD NOW A EQUIPMENT RENTAL YARD.
 RD1544
 RD1544                          STATION RECOVERY (2005)
 RD1544
 RD1544'RECOVERY NOTE BY US POWER SQUADRON 2005 (SO)
 RD1544'AREA CONTINUES TO BE OVERGROWN WITH BRUSH AND TREES
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1615 ***********************************************************************
 RD1615  DESIGNATION -  C 719
 RD1615  PID         -  RD1615
 RD1615  STATE/COUNTY-  OR/MULTNOMAH
 RD1615  USGS QUAD   -  MULTNOMAH FALLS (1994)
 RD1615
 RD1615                         *CURRENT SURVEY CONTROL
 RD1615  ___________________________________________________________________
 RD1615* NAD 83(2007)-  45 36 41.82270(N)    122 01 15.12506(W)     ADJUSTED  
 RD1615* NAVD 88     -        22.628  (meters)      74.24   (feet)  ADJUSTED  
 RD1615  ___________________________________________________________________
 RD1615  EPOCH DATE  -        2007.00
 RD1615  X           -  -2,369,733.081 (meters)                     COMP
 RD1615  Y           -  -3,789,293.919 (meters)                     COMP
 RD1615  Z           -   4,535,156.165 (meters)                     COMP
 RD1615  LAPLACE CORR-           6.28  (seconds)                    DEFLEC99
 RD1615  ELLIP HEIGHT-           0.680 (meters)          (02/10/07) ADJUSTED
 RD1615  GEOID HEIGHT-         -21.91  (meters)                     GEOID03
 RD1615  DYNAMIC HT  -          22.627 (meters)      74.24  (feet)  COMP
 RD1615
 RD1615  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 RD1615  Type    PID    Designation                      North   East  Ellip
 RD1615  -------------------------------------------------------------------
 RD1615  NETWORK RD1615 C 719                             0.67   0.47   2.16
 RD1615  -------------------------------------------------------------------
 RD1615  MODELED GRAV-     980,577.4   (mgal)                       NAVD 88
 RD1615
 RD1615  VERT ORDER  -  FIRST     CLASS II
 RD1615
 RD1615.The horizontal coordinates were established by GPS observations
 RD1615.and adjusted by the National Geodetic Survey in February 2007.
 RD1615
 RD1615.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 RD1615.See www.ngs.noaa.gov/NationalReadjustment for more information.
 RD1615.The horizontal coordinates are valid at the epoch date displayed above.
 RD1615.The epoch date for horizontal control is a decimal equivalence
 RD1615.of Year/Month/Day.
 RD1615
 RD1615.The orthometric height was determined by differential leveling
 RD1615.and adjusted in June 1991.
 RD1615
 RD1615.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RD1615
 RD1615.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1615
 RD1615.The ellipsoidal height was determined by GPS observations
 RD1615.and is referenced to NAD 83.
 RD1615
 RD1615.The geoid height was determined by GEOID03.
 RD1615
 RD1615.The dynamic height is computed by dividing the NAVD 88
 RD1615.geopotential number by the normal gravity value computed on the
 RD1615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1615.degrees latitude (g = 980.6199 gals.).
 RD1615
 RD1615.The modeled gravity was interpolated from observed gravity values.
 RD1615
 RD1615;                    North         East     Units Scale Factor Converg.
 RD1615;SPC OR N     -   217,245.259 2,381,382.959   MT  0.99992443   -1 04 42.9
 RD1615;SPC OR N     -   712,746.91  7,812,936.22   iFT  0.99992443   -1 04 42.9
 RD1615;UTM  10      - 5,051,363.186   576,345.080   MT  0.99967166   +0 41 59.0
 RD1615
 RD1615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1615!SPC OR N     -   0.99999989  x   0.99992443  =   0.99992432
 RD1615!UTM  10      -   0.99999989  x   0.99967166  =   0.99967155
 RD1615
 RD1615                          SUPERSEDED SURVEY CONTROL
 RD1615
 RD1615  NAD 83(1998)-  45 36 41.82127(N)    122 01 15.12612(W) AD(       ) B
 RD1615  ELLIP H (02/26/02)    0.682  (m)                       GP(       ) 3 2
 RD1615  NAVD 88 (02/26/02)   22.63   (m)           74.2    (f) LEVELING    3  
 RD1615
 RD1615.Superseded values are not recommended for survey control.
 RD1615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1615.See file dsdata.txt to determine how the superseded data were derived.
 RD1615
 RD1615_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER7634551363(NAD 83)
 RD1615_MARKER: I = METAL ROD
 RD1615_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RD1615_SP_SET: STAINLESS STEEL ROD
 RD1615_STAMPING: C 719 1987
 RD1615_MARK LOGO: NGS   
 RD1615_PROJECTION: FLUSH
 RD1615_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD1615_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RD1615_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD1615+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2007
 RD1615_ROD/PIPE-DEPTH: 3.0  meters
 RD1615
 RD1615  HISTORY     - Date     Condition        Report By
 RD1615  HISTORY     - 1987     MONUMENTED       NGS
 RD1615  HISTORY     - 1987     GOOD             USPSQD
 RD1615  HISTORY     - 20001010 GOOD             OR-051
 RD1615  HISTORY     - 20040814 GOOD             USPSQD
 RD1615  HISTORY     - 20070320 GOOD             ORION
 RD1615
 RD1615                          STATION DESCRIPTION
 RD1615
 RD1615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 RD1615'5.6 KM (3.50 MI) WEST FROM BONNEVILLE.
 RD1615'5.59 KM (3.45 MI) WEST ALONG INTERSTATE HIGHWAY 84 FROM THE BRIDGE
 RD1615'OVER TANNER CREEK IN BONNEVILLE, NORTH AND ACROSS THE HIGHWAY FROM A
 RD1615'YELLOW HOUSE, 17.4 M (57.1 FT) SOUTH OF RAILROAD MILEPOST 35, 10.2 M
 RD1615'(33.5 FT) NORTH OF THE HIGHWAY WESTBOUND CENTERLINE, 1.2 M (3.9 FT)
 RD1615'NORTHWEST OF THE EAST END OF A METAL GUARDRAIL. NOTE--ACCESS TO DATUM
 RD1615'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 RD1615'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 RD1615'THE MARK IS 0.3 M BELOW THE HIGHWAY WESTBOUND.
 RD1615
 RD1615                          STATION RECOVERY (1987)
 RD1615
 RD1615'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWE)
 RD1615'RECOVERED IN GOOD CONDITION.
 RD1615
 RD1615                          STATION RECOVERY (2000)
 RD1615
 RD1615'RECOVERY NOTE BY MULTNOMAH COUNTY OREGON 2000 (RH)
 RD1615'RECOVERED AS DESCRIBED
 RD1615' 
 RD1615'
 RD1615
 RD1615                          STATION RECOVERY (2004)
 RD1615
 RD1615'RECOVERY NOTE BY US POWER SQUADRON 2004 (PS)
 RD1615'RECOVERED IN GOOD CONDITION.
 RD1615
 RD1615                          STATION RECOVERY (2007)
 RD1615
 RD1615'RECOVERY NOTE BY ORION GPS 2007 (PMH)
 RD1615'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0048 ***********************************************************************
 NY0048  DESIGNATION -  C 72
 NY0048  PID         -  NY0048
 NY0048  STATE/COUNTY-  OR/LAKE
 NY0048  USGS QUAD   -  COGLAN BUTTES SE (1966)
 NY0048
 NY0048                         *CURRENT SURVEY CONTROL
 NY0048  ___________________________________________________________________
 NY0048* NAD 83(1991)-  42 32 33.17870(N)    120 17 52.79120(W)     ADJUSTED  
 NY0048* NAVD 88     -      1309.270  (meters)    4295.50   (feet)  ADJUSTED  
 NY0048  ___________________________________________________________________
 NY0048  LAPLACE CORR-           3.51  (seconds)                    DEFLEC99
 NY0048  GEOID HEIGHT-         -20.67  (meters)                     GEOID03
 NY0048  DYNAMIC HT  -        1308.481 (meters)    4292.91  (feet)  COMP
 NY0048  MODELED GRAV-     979,973.1   (mgal)                       NAVD 88
 NY0048
 NY0048  HORZ ORDER  -  SECOND
 NY0048  VERT ORDER  -  SECOND    CLASS 0
 NY0048
 NY0048.The horizontal coordinates were established by classical geodetic methods
 NY0048.and adjusted by the National Geodetic Survey in October 1991.
 NY0048
 NY0048.The orthometric height was determined by differential leveling
 NY0048.and adjusted in June 1991.
 NY0048
 NY0048.The Laplace correction was computed from DEFLEC99 derived deflections.
 NY0048
 NY0048.The geoid height was determined by GEOID03.
 NY0048
 NY0048.The dynamic height is computed by dividing the NAVD 88
 NY0048.geopotential number by the normal gravity value computed on the
 NY0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0048.degrees latitude (g = 980.6199 gals.).
 NY0048
 NY0048.The modeled gravity was interpolated from observed gravity values.
 NY0048
 NY0048;                    North         East     Units Scale Factor Converg.
 NY0048;SPC OR S     -    97,316.283 1,516,592.357   MT  0.99995388   +0 08 17.5
 NY0048;SPC OR S     -   319,279.14  4,975,696.71   iFT  0.99995388   +0 08 17.5
 NY0048;UTM  10      - 4,713,556.378   721,869.684   MT  1.00020569   +1 49 39.6
 NY0048
 NY0048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NY0048!SPC OR S     -   0.99979795  x   0.99995388  =   0.99975184
 NY0048!UTM  10      -   0.99979795  x   1.00020569  =   1.00000360
 NY0048
 NY0048                          SUPERSEDED SURVEY CONTROL
 NY0048
 NY0048  NAD 83(1986)-  42 32 33.18443(N)    120 17 52.78993(W) AD(       ) 2
 NY0048  NAD 27      -  42 32 33.62600(N)    120 17 48.93400(W) AD(       ) 2
 NY0048  NGVD 29 (??/??/92) 1308.086  (m)         4291.61   (f) ADJ UNCH    2 0
 NY0048
 NY0048.Superseded values are not recommended for survey control.
 NY0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0048.See file dsdata.txt to determine how the superseded data were derived.
 NY0048
 NY0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGN2187013556(NAD 83)
 NY0048_MARKER: DB = BENCH MARK DISK
 NY0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0048_SP_SET: CONCRETE POST
 NY0048_STAMPING: C 72 1931
 NY0048_MARK LOGO: CGS   
 NY0048_MAGNETIC: N = NO MAGNETIC MATERIAL
 NY0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0048+STABILITY: SURFACE MOTION
 NY0048
 NY0048  HISTORY     - Date     Condition        Report By
 NY0048  HISTORY     - 1931     MONUMENTED       CGS
 NY0048  HISTORY     - 1948     GOOD             CGS
 NY0048  HISTORY     - 1966     GOOD             NGS
 NY0048  HISTORY     - 19840405 GOOD             NGS
 NY0048
 NY0048                          STATION DESCRIPTION
 NY0048
 NY0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 NY0048'4.0 MI N FROM VALLEY FALLS.
 NY0048'ABOUT 4.0 MILES NORTH ALONG THE FREMONT HIGHWAY (OREGON 31) FROM
 NY0048'VALLEY FALLS, LAKE COUNTY, ABOUT 500 FEET NORTH OF A CONCRETE BRIDGE,
 NY0048'65 FEET NORTH OF A FENCE CORNER, AND 125 FEET NORTHEAST OF THE CENTER
 NY0048'LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED C 72 1931 AND SET IN
 NY0048'THE TOP OF A CONCRETE POST.
 NY0048
 NY0048                          STATION RECOVERY (1948)
 NY0048
 NY0048'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 NY0048'SEE STATION CHEWAUCAN
 NY0048
 NY0048                          STATION RECOVERY (1966)
 NY0048
 NY0048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 NY0048'RECOVERED IN GOOD CONDITION.
 NY0048
 NY0048                          STATION RECOVERY (1984)
 NY0048
 NY0048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NY0048'FROM VALLEY FALLS, GO NORTH ON HIGHWAY 31 FOR 4.0 MILES (6.4 KM) TO
 NY0048'MARK ON THE RIGHT, THIS MARK IS 0.1 MILE (0.2 KM) NORTH OF BRIDGE
 NY0048'OVER CHEWAUCAN RIVER, 10.9 METERS (35.8 FT) SOUTH OF TRI STATION
 NY0048'CHEWAUCAN, 38 METERS (124.7 FT) EAST OF HIGHWAY AND 14 METERS
 NY0048'(45.9 FT) NORTH OF CENTERLINE OF A GRAVEL ROAD, SET IN THE TOP OF A
 NY0048'CONCRETE POST RECESSED 25 CM.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1943 ***********************************************************************
 RC1943  DESIGNATION -  C 721
 RC1943  PID         -  RC1943
 RC1943  STATE/COUNTY-  OR/SHERMAN
 RC1943  USGS QUAD   -  BIGGS JUNCTION (1994)
 RC1943
 RC1943                         *CURRENT SURVEY CONTROL
 RC1943  ___________________________________________________________________
 RC1943* NAD 83(1986)-  45 39 18.     (N)    120 48 56.     (W)     SCALED    
 RC1943* NAVD 88     -       124.908  (meters)     409.80   (feet)  ADJUSTED  
 RC1943  ___________________________________________________________________
 RC1943  GEOID HEIGHT-         -21.38  (meters)                     GEOID03
 RC1943  DYNAMIC HT  -         124.905 (meters)     409.79  (feet)  COMP
 RC1943  MODELED GRAV-     980,591.0   (mgal)                       NAVD 88
 RC1943
 RC1943  VERT ORDER  -  FIRST     CLASS II
 RC1943
 RC1943.The horizontal coordinates were scaled from a topographic map and have
 RC1943.an estimated accuracy of +/- 6 seconds.
 RC1943
 RC1943.The orthometric height was determined by differential leveling
 RC1943.and adjusted in June 1991.
 RC1943
 RC1943.The geoid height was determined by GEOID03.
 RC1943
 RC1943.The dynamic height is computed by dividing the NAVD 88
 RC1943.geopotential number by the normal gravity value computed on the
 RC1943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1943.degrees latitude (g = 980.6199 gals.).
 RC1943
 RC1943.The modeled gravity was interpolated from observed gravity values.
 RC1943
 RC1943;                    North         East    Units  Estimated Accuracy
 RC1943;SPC OR N     -   221,000.    2,475,410.      MT  (+/- 180 meters Scaled)
 RC1943
 RC1943                          SUPERSEDED SURVEY CONTROL
 RC1943
 RC1943.No superseded survey control is available for this station.
 RC1943
 RC1943_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR701580(NAD 83)
 RC1943_MARKER: I = METAL ROD
 RC1943_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RC1943_SP_SET: STAINLESS STEEL ROD
 RC1943_STAMPING: C 721 1987
 RC1943_MARK LOGO: NGS   
 RC1943_PROJECTION: FLUSH
 RC1943_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RC1943_ROD/PIPE-DEPTH: 4.6  meters
 RC1943
 RC1943  HISTORY     - Date     Condition        Report By
 RC1943  HISTORY     - 1987     MONUMENTED       NGS
 RC1943
 RC1943                          STATION DESCRIPTION
 RC1943
 RC1943'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 RC1943'2.6 KM (1.60 MI) SOUTH FROM BIGGS.
 RC1943'2.6 KM (1.60 MI)  SOUTH ALONG US HIGHWAY 97 FROM THE UNION PACIFIC
 RC1943'RAILROAD UNDERPASS IN BIGGS, 26.82 M (88.0 FT) EAST OF THE CENTERLINE
 RC1943'OF THE HIGHWAY, 1.09 M (3.6 FT) WEST OF A FENCE. NOTE--ACCESS TO
 RC1943'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 RC1943'THE MARK IS 0.30 METERS  N FROM  A WITNESS POST
 RC1943'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1980 ***********************************************************************
 RC1980  DESIGNATION -  C 722
 RC1980  PID         -  RC1980
 RC1980  STATE/COUNTY-  OR/SHERMAN
 RC1980  USGS QUAD   -  ERSKINE (1962)
 RC1980
 RC1980                         *CURRENT SURVEY CONTROL
 RC1980  ___________________________________________________________________
 RC1980* NAD 83(1986)-  45 22 36.     (N)    120 47 08.     (W)     SCALED    
 RC1980* NAVD 88     -       704.441  (meters)    2311.15   (feet)  ADJUSTED  
 RC1980  ___________________________________________________________________
 RC1980  GEOID HEIGHT-         -21.05  (meters)                     GEOID03
 RC1980  DYNAMIC HT  -         704.333 (meters)    2310.80  (feet)  COMP
 RC1980  MODELED GRAV-     980,440.5   (mgal)                       NAVD 88
 RC1980
 RC1980  VERT ORDER  -  FIRST     CLASS II
 RC1980
 RC1980.The horizontal coordinates were scaled from a topographic map and have
 RC1980.an estimated accuracy of +/- 6 seconds.
 RC1980
 RC1980.The orthometric height was determined by differential leveling
 RC1980.and adjusted in June 1991.
 RC1980
 RC1980.The geoid height was determined by GEOID03.
 RC1980
 RC1980.The dynamic height is computed by dividing the NAVD 88
 RC1980.geopotential number by the normal gravity value computed on the
 RC1980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1980.degrees latitude (g = 980.6199 gals.).
 RC1980
 RC1980.The modeled gravity was interpolated from observed gravity values.
 RC1980
 RC1980;                    North         East    Units  Estimated Accuracy
 RC1980;SPC OR N     -   190,060.    2,477,640.      MT  (+/- 180 meters Scaled)
 RC1980
 RC1980                          SUPERSEDED SURVEY CONTROL
 RC1980
 RC1980.No superseded survey control is available for this station.
 RC1980
 RC1980_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR733271(NAD 83)
 RC1980_MARKER: I = METAL ROD
 RC1980_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RC1980+WITH SETTING: INFORMATION.
 RC1980_SP_SET: SHALLOW-SET METAL ROD
 RC1980_STAMPING: C 722 1987
 RC1980_MARK LOGO: NGS   
 RC1980_PROJECTION: FLUSH
 RC1980_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RC1980_ROD/PIPE-DEPTH: 0.82 meters
 RC1980
 RC1980  HISTORY     - Date     Condition        Report By
 RC1980  HISTORY     - 1987     MONUMENTED       NGS
 RC1980
 RC1980                          STATION DESCRIPTION
 RC1980
 RC1980'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 RC1980'1.9 KM (1.20 MI) NORTH FROM GRASS VALLEY.
 RC1980'1.9 KM (1.20 MI) NORTH ALONG US HIGHWAY 97 FROM THE POST OFFICE IN
 RC1980'GRASS VALLEY, 14.63 M (48.0 FT) NORTHEAST OF THE HIGHWAY CENTERLINE,
 RC1980'0.67 M (2.2 FT) SOUTHWEST OF A FENCE.  ROD DRIVEN TO ABRUPT REFUSAL
 RC1980'AND ANCHORED.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 RC1980'LOGO CAP.
 RC1980'THE MARK IS 0.36 METERS  NW FROM  A WITNESS POST
 RC1980'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1490 ***********************************************************************
 RD1490  DESIGNATION -  C 723
 RD1490  PID         -  RD1490
 RD1490  STATE/COUNTY-  OR/CLACKAMAS
 RD1490  USGS QUAD   -  GLADSTONE (1984)
 RD1490
 RD1490                         *CURRENT SURVEY CONTROL
 RD1490  ___________________________________________________________________
 RD1490* NAD 83(1986)-  45 25 48.     (N)    122 36 23.     (W)     SCALED    
 RD1490* NAVD 88     -        31.331  (meters)     102.79   (feet)  ADJUSTED  
 RD1490  ___________________________________________________________________
 RD1490  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 RD1490  DYNAMIC HT  -          31.332 (meters)     102.80  (feet)  COMP
 RD1490  MODELED GRAV-     980,626.5   (mgal)                       NAVD 88
 RD1490
 RD1490  VERT ORDER  -  FIRST     CLASS II
 RD1490
 RD1490.The horizontal coordinates were scaled from a topographic map and have
 RD1490.an estimated accuracy of +/- 6 seconds.
 RD1490
 RD1490.The orthometric height was determined by differential leveling
 RD1490.and adjusted in June 1991.
 RD1490
 RD1490.The geoid height was determined by GEOID03.
 RD1490
 RD1490.The dynamic height is computed by dividing the NAVD 88
 RD1490.geopotential number by the normal gravity value computed on the
 RD1490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1490.degrees latitude (g = 980.6199 gals.).
 RD1490
 RD1490.The modeled gravity was interpolated from observed gravity values.
 RD1490
 RD1490;                    North         East    Units  Estimated Accuracy
 RD1490;SPC OR N     -   198,090.    2,335,200.      MT  (+/- 180 meters Scaled)
 RD1490
 RD1490                          SUPERSEDED SURVEY CONTROL
 RD1490
 RD1490.No superseded survey control is available for this station.
 RD1490
 RD1490_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER307307(NAD 83)
 RD1490_MARKER: DB = BENCH MARK DISK
 RD1490_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RD1490_SP_SET: PIER
 RD1490_STAMPING: C 723 1987
 RD1490_MARK LOGO: NGS   
 RD1490_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RD1490+STABILITY: POSITION/ELEVATION WELL
 RD1490_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RD1490+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2001
 RD1490
 RD1490  HISTORY     - Date     Condition        Report By
 RD1490  HISTORY     - 1987     MONUMENTED       NGS
 RD1490  HISTORY     - 19990120 GOOD             USPSQD
 RD1490  HISTORY     - 20010222 GOOD             INDIV
 RD1490  HISTORY     - 20060324 GOOD             USPSQD
 RD1490
 RD1490                          STATION DESCRIPTION
 RD1490
 RD1490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 RD1490'IN KELLOG.
 RD1490'IN KELLOG, AT THE INTERSECTION OF STATE HIGHWAY 224 AND HARMONY ROAD,
 RD1490'SET VERTICALLY IN THE NORTHWEST FACE OF THE CENTER COLUMN OF THE MOST
 RD1490'NORTHWESTERLY PIER OF THE HARMONY ROAD OVERPASS OF THE HIGHWAY, 6.3 M
 RD1490'(20.7 FT) NORTHEAST OF THE CENTERLINE OF THE SOUTHEASTBOUND LANES OF
 RD1490'THE HIGHWAY, AND 6.3 M (20.7 FT) SOUTHWEST OF THE CENTERLINE OF THE
 RD1490'NORTHWESTBOUND LANES OF THE HIGHWAY.
 RD1490'THE MARK IS 1.4 M ABOVE THE HIGHWAY.
 RD1490
 RD1490                          STATION RECOVERY (1999)
 RD1490
 RD1490'RECOVERY NOTE BY US POWER SQUADRON 1999
 RD1490'RECOVERED IN GOOD CONDITION.
 RD1490
 RD1490                          STATION RECOVERY (2001)
 RD1490
 RD1490'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (MP)
 RD1490'RECOVERED IN GOOD CONDITION.
 RD1490
 RD1490                          STATION RECOVERY (2006)
 RD1490
 RD1490'RECOVERY NOTE BY US POWER SQUADRON 2006 (REC)
 RD1490'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1504 ***********************************************************************
 RD1504  DESIGNATION -  C 724
 RD1504  PID         -  RD1504
 RD1504  STATE/COUNTY-  OR/CLACKAMAS
 RD1504  USGS QUAD   -  CANBY (1985)
 RD1504
 RD1504                         *CURRENT SURVEY CONTROL
 RD1504  ___________________________________________________________________
 RD1504* NAD 83(1986)-  45 16 57.     (N)    122 39 45.     (W)     SCALED    
 RD1504* NAVD 88     -        52.636  (meters)     172.69   (feet)  ADJUSTED  
 RD1504  ___________________________________________________________________
 RD1504  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 RD1504  DYNAMIC HT  -          52.636 (meters)     172.69  (feet)  COMP
 RD1504  MODELED GRAV-     980,605.9   (mgal)                       NAVD 88
 RD1504
 RD1504  VERT ORDER  -  FIRST     CLASS II
 RD1504
 RD1504.The horizontal coordinates were scaled from a topographic map and have
 RD1504.an estimated accuracy of +/- 6 seconds.
 RD1504
 RD1504.The orthometric height was determined by differential leveling
 RD1504.and adjusted in June 1991.
 RD1504
 RD1504.The geoid height was determined by GEOID03.
 RD1504
 RD1504.The dynamic height is computed by dividing the NAVD 88
 RD1504.geopotential number by the normal gravity value computed on the
 RD1504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1504.degrees latitude (g = 980.6199 gals.).
 RD1504
 RD1504.The modeled gravity was interpolated from observed gravity values.
 RD1504
 RD1504;                    North         East    Units  Estimated Accuracy
 RD1504;SPC OR N     -   181,820.    2,330,370.      MT  (+/- 180 meters Scaled)
 RD1504
 RD1504                          SUPERSEDED SURVEY CONTROL
 RD1504
 RD1504.No superseded survey control is available for this station.
 RD1504
 RD1504_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER264143(NAD 83)
 RD1504_MARKER: DB = BENCH MARK DISK
 RD1504_SETTING: 66 = SET IN ROCK OUTCROP
 RD1504_SP_SET: BEDROCK
 RD1504_STAMPING: C 724 1987
 RD1504_MARK LOGO: NGS   
 RD1504_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RD1504+STABILITY: POSITION/ELEVATION WELL
 RD1504
 RD1504  HISTORY     - Date     Condition        Report By
 RD1504  HISTORY     - 1987     MONUMENTED       NGS
 RD1504
 RD1504                          STATION DESCRIPTION
 RD1504
 RD1504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 RD1504'11.9 KM (7.40 MI) SW FROM OREGON CITY.
 RD1504'11.9 KM (7.40 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 99E FROM ITS
 RD1504'JUNCTION WITH INTERSTATE HIGHWAY 205 IN OREGON CITY, SET VERTICALLY
 RD1504'IN THE NORTHWEST FACE OF THE NORTHEASTERN 1/3 OF AN EXPOSED AREA OF
 RD1504'BEDROCK IN A HIGHWAY CUT, 24.1 M (79.1 FT) NORTHEAST OF THE SOUTHWEST
 RD1504'END OF THE BEDROCK, AND 9.4 M (30.8 FT) SOUTHEAST OF THE CENTERLINE
 RD1504'OF THE NORTHEASTBOUND LANES OF THE HIGHWAY.
 RD1504'THE MARK IS 1.2 METERS  SW FROM  A WITNESS POST
 RD1504'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1444 ***********************************************************************
 QE1444  DESIGNATION -  C 725
 QE1444  PID         -  QE1444
 QE1444  STATE/COUNTY-  OR/MARION
 QE1444  USGS QUAD   -  SALEM EAST (1986)
 QE1444
 QE1444                         *CURRENT SURVEY CONTROL
 QE1444  ___________________________________________________________________
 QE1444* NAD 83(1986)-  44 58 58.     (N)    122 58 58.     (W)     SCALED    
 QE1444* NAVD 88     -        54.470  (meters)     178.71   (feet)  ADJUSTED  
 QE1444  ___________________________________________________________________
 QE1444  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 QE1444  DYNAMIC HT  -          54.468 (meters)     178.70  (feet)  COMP
 QE1444  MODELED GRAV-     980,573.9   (mgal)                       NAVD 88
 QE1444
 QE1444  VERT ORDER  -  FIRST     CLASS II
 QE1444
 QE1444.The horizontal coordinates were scaled from a topographic map and have
 QE1444.an estimated accuracy of +/- 6 seconds.
 QE1444
 QE1444.The orthometric height was determined by differential leveling
 QE1444.and adjusted in June 1991.
 QE1444
 QE1444.The geoid height was determined by GEOID03.
 QE1444
 QE1444.The dynamic height is computed by dividing the NAVD 88
 QE1444.geopotential number by the normal gravity value computed on the
 QE1444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1444.degrees latitude (g = 980.6199 gals.).
 QE1444
 QE1444.The modeled gravity was interpolated from observed gravity values.
 QE1444
 QE1444;                    North         East    Units  Estimated Accuracy
 QE1444;SPC OR N     -   149,260.    2,304,230.      MT  (+/- 180 meters Scaled)
 QE1444
 QE1444                          SUPERSEDED SURVEY CONTROL
 QE1444
 QE1444.No superseded survey control is available for this station.
 QE1444
 QE1444_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ013810(NAD 83)
 QE1444_MARKER: I = METAL ROD
 QE1444_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QE1444_SP_SET: STAINLESS STEEL ROD
 QE1444_STAMPING: C 725 1987
 QE1444_MARK LOGO: NGS   
 QE1444_PROJECTION: RECESSED 1 CENTIMETERS
 QE1444_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE1444_ROD/PIPE-DEPTH: 9.4  meters
 QE1444
 QE1444  HISTORY     - Date     Condition        Report By
 QE1444  HISTORY     - 1987     MONUMENTED       NGS
 QE1444  HISTORY     - 20040308 MARK NOT FOUND   USPSQD
 QE1444
 QE1444                          STATION DESCRIPTION
 QE1444
 QE1444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QE1444'2.9 KM (1.80 MI) NE FROM SALEM.
 QE1444'1.5 KM (0.95 MI) NORTHEASTERLY ALONG STATE HIGHWAY 99E FROM ITS
 QE1444'JUNCTION WITH INTERSTATE HIGHWAY 5 IN SALEM, THENCE 1.4 KM (0.85 MI)
 QE1444'SOUTHERLY ALONG LANCASTER DRIVE, IN THE VILLAGE OF HAYESVILLE, 19.1 M
 QE1444'(62.7 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF LANCASTER
 QE1444'DRIVE, 12.7 M (41.7 FT) WEST OF THE CENTER OF A CONCRETE DRIVE, 12.0
 QE1444'M (39.4 FT) NORTH-NORTHWEST OF THE NORTHEAST CORNER OF THE JANREE
 QE1444'ARMS APARTMENTS, 6.6 M (21.7 FT) SOUTH OF THE CENTER OF WARD DRIVE,
 QE1444'3.8 M (12.5 FT) NORTH OF THE NORTH EDGE OF A SIDEWALK, AND 1.2 M
 QE1444'(3.9 FT) SOUTH OF A CURB.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH
 QE1444'A 5-INCH LOGO CAP.
 QE1444'THE MARK IS ABOVE LEVEL WITH THE DRIVE.
 QE1444
 QE1444                          STATION RECOVERY (2004)
 QE1444
 QE1444'RECOVERY NOTE BY US POWER SQUADRON 2004 (CN)
 QE1444'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1471 ***********************************************************************
 QE1471  DESIGNATION -  C 726
 QE1471  PID         -  QE1471
 QE1471  STATE/COUNTY-  OR/LINN
 QE1471  USGS QUAD   -  ALBANY (1975)
 QE1471
 QE1471                         *CURRENT SURVEY CONTROL
 QE1471  ___________________________________________________________________
 QE1471* NAD 83(1986)-  44 38 25.     (N)    123 04 36.     (W)     SCALED    
 QE1471* NAVD 88     -        65.350  (meters)     214.40   (feet)  ADJUSTED  
 QE1471  ___________________________________________________________________
 QE1471  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 QE1471  DYNAMIC HT  -          65.345 (meters)     214.39  (feet)  COMP
 QE1471  MODELED GRAV-     980,549.8   (mgal)                       NAVD 88
 QE1471
 QE1471  VERT ORDER  -  FIRST     CLASS II
 QE1471
 QE1471.The horizontal coordinates were scaled from a topographic map and have
 QE1471.an estimated accuracy of +/- 6 seconds.
 QE1471
 QE1471.The orthometric height was determined by differential leveling
 QE1471.and adjusted in June 1991.
 QE1471
 QE1471.The geoid height was determined by GEOID03.
 QE1471
 QE1471.The dynamic height is computed by dividing the NAVD 88
 QE1471.geopotential number by the normal gravity value computed on the
 QE1471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1471.degrees latitude (g = 980.6199 gals.).
 QE1471
 QE1471.The modeled gravity was interpolated from observed gravity values.
 QE1471
 QE1471;                    North         East    Units  Estimated Accuracy
 QE1471;SPC OR N     -   111,450.    2,295,620.      MT  (+/- 180 meters Scaled)
 QE1471
 QE1471                          SUPERSEDED SURVEY CONTROL
 QE1471
 QE1471.No superseded survey control is available for this station.
 QE1471
 QE1471_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ939429(NAD 83)
 QE1471_MARKER: I = METAL ROD
 QE1471_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QE1471_SP_SET: STAINLESS STEEL ROD
 QE1471_STAMPING: C 726 1987
 QE1471_MARK LOGO: NGS   
 QE1471_PROJECTION: FLUSH
 QE1471_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE1471_ROD/PIPE-DEPTH: 7.3  meters
 QE1471
 QE1471  HISTORY     - Date     Condition        Report By
 QE1471  HISTORY     - 1987     MONUMENTED       NGS
 QE1471  HISTORY     - 20060422 MARK NOT FOUND   ORBITE
 QE1471
 QE1471                          STATION DESCRIPTION
 QE1471
 QE1471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QE1471'IN ALBANY.
 QE1471'IN ALBANY, AT THE INTERSECTION OF DIVISON STREET AND THE SOUTHERN
 QE1471'PACIFIC RAILROAD, 14.5 M (47.6 FT) NORTHWEST OF THE NEAR RAIL, 10.7 M
 QE1471'(35.1 FT) WEST OF THE CENTERLINE OF THE STREET, 5.7 M (18.7 FT) EAST
 QE1471'OF THE NORTHEAST CORNER OF A 6 BY 9 FOOT METAL BUILDING, 3.2 M
 QE1471'(10.5 FT) SOUTH OF OF THE NEAR RAIL OF THE OREGON ELECTRIC RAILROAD,
 QE1471'AND 1.4 M (4.6 FT) WEST OF UTILITY POLE NUMBER 056303.  NOTE--ACCESS
 QE1471'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QE1471'THE MARK IS 0.3 M BELOW THE STREET.
 QE1471
 QE1471                          STATION RECOVERY (2006)
 QE1471
 QE1471'RECOVERY NOTE BY ORBITECH INC 2006 (SHG)
 QE1471'NOT RECOVERED THIS DATE AS SEARCH TIME WAS LIMITED, HOWEVER THE
 QE1471'LANDMARKS HAVE NOT CHANGED AND SUSPECT THE MONUMENT MAY BE BURIED
 QE1471'UNDER GRAVEL. NOTE THAT DIVISION STREET SHOULD BE DAVIDSON STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1545 ***********************************************************************
 QE1545  DESIGNATION -  C 727
 QE1545  PID         -  QE1545
 QE1545  STATE/COUNTY-  OR/LINCOLN
 QE1545  USGS QUAD   -  EDDYVILLE (1984)
 QE1545
 QE1545                         *CURRENT SURVEY CONTROL
 QE1545  ___________________________________________________________________
 QE1545* NAD 83(1986)-  44 39 26.     (N)    123 49 41.     (W)     SCALED    
 QE1545* NAVD 88     -        17.417  (meters)      57.14   (feet)  ADJUSTED  
 QE1545  ___________________________________________________________________
 QE1545  GEOID HEIGHT-         -22.56  (meters)                     GEOID03
 QE1545  DYNAMIC HT  -          17.417 (meters)      57.14  (feet)  COMP
 QE1545  MODELED GRAV-     980,613.2   (mgal)                       NAVD 88
 QE1545
 QE1545  VERT ORDER  -  FIRST     CLASS II
 QE1545
 QE1545.The horizontal coordinates were scaled from a topographic map and have
 QE1545.an estimated accuracy of +/- 6 seconds.
 QE1545
 QE1545.The orthometric height was determined by differential leveling
 QE1545.and adjusted in June 1991.
 QE1545
 QE1545.The geoid height was determined by GEOID03.
 QE1545
 QE1545.The dynamic height is computed by dividing the NAVD 88
 QE1545.geopotential number by the normal gravity value computed on the
 QE1545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1545.degrees latitude (g = 980.6199 gals.).
 QE1545
 QE1545.The modeled gravity was interpolated from observed gravity values.
 QE1545
 QE1545;                    North         East    Units  Estimated Accuracy
 QE1545;SPC OR N     -   115,510.    2,236,130.      MT  (+/- 180 meters Scaled)
 QE1545
 QE1545                          SUPERSEDED SURVEY CONTROL
 QE1545
 QE1545.No superseded survey control is available for this station.
 QE1545
 QE1545_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ343452(NAD 83)
 QE1545_MARKER: I = METAL ROD
 QE1545_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QE1545_SP_SET: STAINLESS STEEL ROD
 QE1545_STAMPING: C 727 1987
 QE1545_MARK LOGO: NGS   
 QE1545_PROJECTION: FLUSH
 QE1545_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE1545_ROD/PIPE-DEPTH: 4.3  meters
 QE1545
 QE1545  HISTORY     - Date     Condition        Report By
 QE1545  HISTORY     - 1987     MONUMENTED       NGS
 QE1545  HISTORY     - 1990     GOOD             USPSQD
 QE1545
 QE1545                          STATION DESCRIPTION
 QE1545
 QE1545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QE1545'24.3 KM (15.10 MI) EAST FROM NEWPORT.
 QE1545'24.3 KM (15.10 MI) EASTERLY ALONG U.S. HIGHWAY 20 FROM ITS JUNCTION
 QE1545'WITH U.S. HIGHWAY 101 IN NEWPORT, 9.1 M (29.9 FT) NORTH OF THE
 QE1545'CENTERLINE OF THE HIGHWAY, 5.8 M (19.0 FT) SOUTH-SOUTHWEST OF A GATE
 QE1545'AND DRIVEWAY, 3.8 M (12.5 FT) WEST OF THE CENTER OF A PAVED DRIVEWAY
 QE1545'LEADING NORTH TO TWO HOUSES AT 14937 HIGHWAY 20, AND 2.7 M (8.9 FT)
 QE1545'SOUTHEAST OF UTILITY POLE NUMBER E486R1L2. NOTE--ACCESS TO DATUM
 QE1545'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QE1545'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 QE1545'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 QE1545
 QE1545                          STATION RECOVERY (1990)
 QE1545
 QE1545'RECOVERY NOTE BY US POWER SQUADRON 1990 (KRN)
 QE1545'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1484 ***********************************************************************
 QE1484  DESIGNATION -  C 728
 QE1484  PID         -  QE1484
 QE1484  STATE/COUNTY-  OR/LINN
 QE1484  USGS QUAD   -  HALSEY (1969)
 QE1484
 QE1484                         *CURRENT SURVEY CONTROL
 QE1484  ___________________________________________________________________
 QE1484* NAD 83(1986)-  44 29 11.     (N)    123 06 32.     (W)     SCALED    
 QE1484* NAVD 88     -        77.265  (meters)     253.49   (feet)  ADJUSTED  
 QE1484  ___________________________________________________________________
 QE1484  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 QE1484  DYNAMIC HT  -          77.259 (meters)     253.47  (feet)  COMP
 QE1484  MODELED GRAV-     980,534.3   (mgal)                       NAVD 88
 QE1484
 QE1484  VERT ORDER  -  FIRST     CLASS II
 QE1484
 QE1484.The horizontal coordinates were scaled from a topographic map and have
 QE1484.an estimated accuracy of +/- 6 seconds.
 QE1484
 QE1484.The orthometric height was determined by differential leveling
 QE1484.and adjusted in June 1991.
 QE1484
 QE1484.The geoid height was determined by GEOID03.
 QE1484
 QE1484.The dynamic height is computed by dividing the NAVD 88
 QE1484.geopotential number by the normal gravity value computed on the
 QE1484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1484.degrees latitude (g = 980.6199 gals.).
 QE1484
 QE1484.The modeled gravity was interpolated from observed gravity values.
 QE1484
 QE1484;                    North         East    Units  Estimated Accuracy
 QE1484;SPC OR N     -    94,440.    2,292,510.      MT  (+/- 180 meters Scaled)
 QE1484
 QE1484                          SUPERSEDED SURVEY CONTROL
 QE1484
 QE1484.No superseded survey control is available for this station.
 QE1484
 QE1484_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ913259(NAD 83)
 QE1484_MARKER: I = METAL ROD
 QE1484_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QE1484_SP_SET: STAINLESS STEEL ROD
 QE1484_STAMPING: C 728 1987
 QE1484_MARK LOGO: NGS   
 QE1484_PROJECTION: FLUSH
 QE1484_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE1484_ROD/PIPE-DEPTH: 10.1 meters
 QE1484
 QE1484  HISTORY     - Date     Condition        Report By
 QE1484  HISTORY     - 1987     MONUMENTED       NGS
 QE1484  HISTORY     - 20060527 POOR             USPSQD
 QE1484
 QE1484                          STATION DESCRIPTION
 QE1484
 QE1484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QE1484'16.6 KM (10.30 MI) SOUTH FROM ALBANY.
 QE1484'16.6 KM (10.30 MI) SOUTHERLY ALONG STATE HIGHWAY 99E FROM THE SOUTHERN
 QE1484'PACIFIC RAILROAD STATION IN ALBANY, 91.4 M (299.9 FT) EAST OF THE
 QE1484'CENTERLINE OF THE HIGHWAY, 74.1 M (243.1 FT) WEST OF THE NEAR RAIL OF
 QE1484'THE SOUTHERN PACIFIC RAILROAD, AND 4.6 M (15.1 FT) NORTH OF THE
 QE1484'CENTER OF SPRENGER LANE. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 QE1484'5-INCH LOGO CAP.
 QE1484'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 QE1484'THE MARK IS ABOVE LEVEL WITH THE LANE.
 QE1484
 QE1484                          STATION RECOVERY (2006)
 QE1484
 QE1484'RECOVERY NOTE BY US POWER SQUADRON 2006
 QE1484'LOGO CAP AND CONCRETE CASING LAYING NEXT TO THE EXPOSED STAINLESS
 QE1484'STEEL ROD EXTENDING 2 INCHES ABOVE THE GROUND
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1398 ***********************************************************************
 QD1398  DESIGNATION -  C 729
 QD1398  PID         -  QD1398
 QD1398  STATE/COUNTY-  OR/WASCO
 QD1398  USGS QUAD   -  ANTELOPE (1987)
 QD1398
 QD1398                         *CURRENT SURVEY CONTROL
 QD1398  ___________________________________________________________________
 QD1398* NAD 83(1986)-  44 52 29.     (N)    120 39 00.     (W)     SCALED    
 QD1398* NAVD 88     -      1036.531  (meters)    3400.69   (feet)  ADJUSTED  
 QD1398  ___________________________________________________________________
 QD1398  GEOID HEIGHT-         -20.46  (meters)                     GEOID03
 QD1398  DYNAMIC HT  -        1036.261 (meters)    3399.80  (feet)  COMP
 QD1398  MODELED GRAV-     980,320.2   (mgal)                       NAVD 88
 QD1398
 QD1398  VERT ORDER  -  FIRST     CLASS II
 QD1398
 QD1398.The horizontal coordinates were scaled from a topographic map and have
 QD1398.an estimated accuracy of +/- 6 seconds.
 QD1398
 QD1398.The orthometric height was determined by differential leveling
 QD1398.and adjusted in June 1991.
 QD1398
 QD1398.The geoid height was determined by GEOID03.
 QD1398
 QD1398.The dynamic height is computed by dividing the NAVD 88
 QD1398.geopotential number by the normal gravity value computed on the
 QD1398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1398.degrees latitude (g = 980.6199 gals.).
 QD1398
 QD1398.The modeled gravity was interpolated from observed gravity values.
 QD1398
 QD1398;                    North         East    Units  Estimated Accuracy
 QD1398;SPC OR N     -   134,250.    2,488,150.      MT  (+/- 180 meters Scaled)
 QD1398
 QD1398                          SUPERSEDED SURVEY CONTROL
 QD1398
 QD1398.No superseded survey control is available for this station.
 QD1398
 QD1398_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ856717(NAD 83)
 QD1398_MARKER: I = METAL ROD
 QD1398_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QD1398_SP_SET: STAINLESS STEEL ROD
 QD1398_STAMPING: C 729 1987
 QD1398_MARK LOGO: NGS   
 QD1398_PROJECTION: FLUSH
 QD1398_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QD1398_ROD/PIPE-DEPTH: 4.66 meters
 QD1398
 QD1398  HISTORY     - Date     Condition        Report By
 QD1398  HISTORY     - 1987     MONUMENTED       NGS
 QD1398
 QD1398                          STATION DESCRIPTION
 QD1398
 QD1398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QD1398'9.7 KM (6.05 MI) EAST FROM ANTELOPE.
 QD1398'6.0 KM (3.75 MI) EAST ALONG STATE HIGHWAY 218 FROM THE POST OFFICE IN
 QD1398'ANTELOPE, THENCE 3.7 M (12.1 FT) SOUTH ALONG COLD CAMP ROAD, 9.9 M
 QD1398'(32.5 FT) NORTHWEST OF TELEPHONE BOX T 7, 11.8 M (38.7 FT) WEST OF THE
 QD1398'ROAD CENTER, 1.18 M (3.9 FT) EAST OF A FENCE. NOTE--ACCESS TO DATUM
 QD1398'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QD1398'THE MARK IS 0.80 METERS  S FROM  A WITNESS POST
 QD1398'THE MARK IS 0.60 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0588 ***********************************************************************
 PB0588  DESIGNATION -  C 73
 PB0588  PID         -  PB0588
 PB0588  STATE/COUNTY-  OR/LAKE
 PB0588  USGS QUAD   -  EGLI RIM (1982)
 PB0588
 PB0588                         *CURRENT SURVEY CONTROL
 PB0588  ___________________________________________________________________
 PB0588* NAD 83(1986)-  43 02 30.     (N)    120 47 43.     (W)     SCALED    
 PB0588* NAVD 88     -      1450.224  (meters)    4757.94   (feet)  ADJUSTED  
 PB0588  ___________________________________________________________________
 PB0588  GEOID HEIGHT-         -20.55  (meters)                     GEOID03
 PB0588  DYNAMIC HT  -        1449.412 (meters)    4755.28  (feet)  COMP
 PB0588  MODELED GRAV-     980,009.4   (mgal)                       NAVD 88
 PB0588
 PB0588  VERT ORDER  -  SECOND    CLASS 0
 PB0588
 PB0588.The horizontal coordinates were scaled from a topographic map and have
 PB0588.an estimated accuracy of +/- 6 seconds.
 PB0588
 PB0588.The orthometric height was determined by differential leveling
 PB0588.and adjusted in June 1991.
 PB0588
 PB0588.The geoid height was determined by GEOID03.
 PB0588
 PB0588.The dynamic height is computed by dividing the NAVD 88
 PB0588.geopotential number by the normal gravity value computed on the
 PB0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0588.degrees latitude (g = 980.6199 gals.).
 PB0588
 PB0588.The modeled gravity was interpolated from observed gravity values.
 PB0588
 PB0588;                    North         East    Units  Estimated Accuracy
 PB0588;SPC OR S     -   152,780.    1,475,940.      MT  (+/- 180 meters Scaled)
 PB0588
 PB0588                          SUPERSEDED SURVEY CONTROL
 PB0588
 PB0588  NGVD 29 (??/??/92) 1449.001  (m)         4753.93   (f) ADJ UNCH    2 0
 PB0588
 PB0588.Superseded values are not recommended for survey control.
 PB0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0588.See file dsdata.txt to determine how the superseded data were derived.
 PB0588
 PB0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFN795678(NAD 83)
 PB0588_MARKER: DD = SURVEY DISK
 PB0588_SETTING: 80 = SET IN A BOULDER
 PB0588_SP_SET: BOULDER
 PB0588_STAMPING: C 73 1931
 PB0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0588+STABILITY: SURFACE MOTION
 PB0588
 PB0588  HISTORY     - Date     Condition        Report By
 PB0588  HISTORY     - 1931     MONUMENTED       ORDT
 PB0588  HISTORY     - 1931     GOOD             NGS
 PB0588
 PB0588                          STATION DESCRIPTION
 PB0588
 PB0588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 PB0588'5.6 MI N FROM SUMMER LAKE.
 PB0588'ABOUT 5.6 MILES NORTH ALONG THE FREMONT HIGHWAY (OREGON 31) FROM
 PB0588'SUMMER LAKE, LAKE COUNTY, 75 FEET NORTH OF THE SOUTH END OF A CURVE,
 PB0588'ABOUT 120 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND IN A
 PB0588'BOULDER.  AN OREGON STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED C
 PB0588'73 1931.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1422 ***********************************************************************
 QD1422  DESIGNATION -  C 730
 QD1422  PID         -  QD1422
 QD1422  STATE/COUNTY-  OR/JEFFERSON
 QD1422  USGS QUAD   -  MUDDY RANCH (1987)
 QD1422
 QD1422                         *CURRENT SURVEY CONTROL
 QD1422  ___________________________________________________________________
 QD1422* NAD 83(1986)-  44 46 23.     (N)    120 25 52.     (W)     SCALED    
 QD1422* NAVD 88     -       589.869  (meters)    1935.26   (feet)  ADJUSTED  
 QD1422  ___________________________________________________________________
 QD1422  GEOID HEIGHT-         -20.50  (meters)                     GEOID03
 QD1422  DYNAMIC HT  -         589.744 (meters)    1934.85  (feet)  COMP
 QD1422  MODELED GRAV-     980,386.4   (mgal)                       NAVD 88
 QD1422
 QD1422  VERT ORDER  -  FIRST     CLASS II
 QD1422
 QD1422.The horizontal coordinates were scaled from a topographic map and have
 QD1422.an estimated accuracy of +/- 6 seconds.
 QD1422
 QD1422.The orthometric height was determined by differential leveling
 QD1422.and adjusted in June 1991.
 QD1422
 QD1422.The geoid height was determined by GEOID03.
 QD1422
 QD1422.The dynamic height is computed by dividing the NAVD 88
 QD1422.geopotential number by the normal gravity value computed on the
 QD1422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1422.degrees latitude (g = 980.6199 gals.).
 QD1422
 QD1422.The modeled gravity was interpolated from observed gravity values.
 QD1422
 QD1422;                    North         East    Units  Estimated Accuracy
 QD1422;SPC OR N     -   122,950.    2,505,450.      MT  (+/- 180 meters Scaled)
 QD1422
 QD1422                          SUPERSEDED SURVEY CONTROL
 QD1422
 QD1422.No superseded survey control is available for this station.
 QD1422
 QD1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGQ032609(NAD 83)
 QD1422_MARKER: I = METAL ROD
 QD1422_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QD1422_SP_SET: STAINLESS STEEL ROD
 QD1422_STAMPING: C 730 1987
 QD1422_MARK LOGO: NGS   
 QD1422_PROJECTION: FLUSH
 QD1422_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QD1422_ROD/PIPE-DEPTH: 3.99 meters
 QD1422
 QD1422  HISTORY     - Date     Condition        Report By
 QD1422  HISTORY     - 1987     MONUMENTED       NGS
 QD1422
 QD1422                          STATION DESCRIPTION
 QD1422
 QD1422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QD1422'40.6 KM (25.25 MI) SE FROM ANTELOPE.
 QD1422'6.0 KM (3.75 MI) EAST ALONG STATE HIGHWAY 218 FROM THE POST OFFICE IN
 QD1422'ANTELOPE, THENCE 4.6 KM (2.85 MI) SOUTH ALONG COLD CAMP ROAD, THENCE
 QD1422'30.0 KM (18.65 MI) SOUTHEAST ALONG MUDDY ROAD, ALSO 5.5 KM (3.40 MI)
 QD1422'WEST ALONG US HIGHWAY 26 FROM THE JUNCTION OF STATE HIGHWAY 207 IN
 QD1422'MITCHELL, THENCE 30.5 KM (18.95 MI) NORTHWEST ALONG BRIDGE CREEK
 QD1422'ROAD, THENCE 3.1 KM (1.95 MI) NORTHWEST ALONG MUDDY ROAD, 10.0 M
 QD1422'(32.8 FT) SOUTHWEST OF THE ROAD CENTER. NOTE--ACCESS TO DATUM POINT IS
 QD1422'HAD THROUGH A 5-INCH LOGO CAP.
 QD1422'THE MARK IS 0.42 METERS  S FROM  A WITNESS POST
 QD1422'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0849 ***********************************************************************
 QC0849  DESIGNATION -  C 731
 QC0849  PID         -  QC0849
 QC0849  STATE/COUNTY-  OR/WHEELER
 QC0849  USGS QUAD   -  TUBB SPRING (1990)
 QC0849
 QC0849                         *CURRENT SURVEY CONTROL
 QC0849  ___________________________________________________________________
 QC0849* NAD 83(1986)-  44 33 06.     (N)    119 51 44.     (W)     SCALED    
 QC0849* NAVD 88     -      1108.660  (meters)    3637.33   (feet)  ADJUSTED  
 QC0849  ___________________________________________________________________
 QC0849  GEOID HEIGHT-         -19.19  (meters)                     GEOID03
 QC0849  DYNAMIC HT  -        1108.275 (meters)    3636.07  (feet)  COMP
 QC0849  MODELED GRAV-     980,232.5   (mgal)                       NAVD 88
 QC0849
 QC0849  VERT ORDER  -  FIRST     CLASS II
 QC0849
 QC0849.The horizontal coordinates were scaled from a topographic map and have
 QC0849.an estimated accuracy of +/- 6 seconds.
 QC0849
 QC0849.The orthometric height was determined by differential leveling
 QC0849.and adjusted in June 1991.
 QC0849
 QC0849.The geoid height was determined by GEOID03.
 QC0849
 QC0849.The dynamic height is computed by dividing the NAVD 88
 QC0849.geopotential number by the normal gravity value computed on the
 QC0849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0849.degrees latitude (g = 980.6199 gals.).
 QC0849
 QC0849.The modeled gravity was interpolated from observed gravity values.
 QC0849
 QC0849;                    North         East    Units  Estimated Accuracy
 QC0849;SPC OR N     -    98,540.    2,550,670.      MT  (+/- 180 meters Scaled)
 QC0849
 QC0849                          SUPERSEDED SURVEY CONTROL
 QC0849
 QC0849.No superseded survey control is available for this station.
 QC0849
 QC0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKK726371(NAD 83)
 QC0849_MARKER: DV = VERTICAL CONTROL DISK
 QC0849_SETTING: 66 = SET IN ROCK OUTCROP
 QC0849_SP_SET: IN A DRILL HOLE IN BEDROCK
 QC0849_STAMPING: C 731 1987
 QC0849_MARK LOGO: NGS   
 QC0849_MAGNETIC: N = NO MAGNETIC MATERIAL
 QC0849_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QC0849+STABILITY: POSITION/ELEVATION WELL
 QC0849_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QC0849+SATELLITE: SATELLITE OBSERVATIONS - 1987
 QC0849
 QC0849  HISTORY     - Date     Condition        Report By
 QC0849  HISTORY     - 1987     MONUMENTED       NGS
 QC0849
 QC0849                          STATION DESCRIPTION
 QC0849
 QC0849'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QC0849'29.7 KM (18.45 MI) EASTERLY ALONG U.S. HIGHWAY 26 FROM THE JUNCTION OF
 QC0849'STATE HIGHWAY 207 IN MITCHELL, IN AN EXPOSED AREA OF BEDROCK IN A
 QC0849'HIGHWAY CUT, NEAR THE CENTER OF THE INSIDE OF A U-CURVE, 6.1 M
 QC0849'(20.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTH
 QC0849'OF A WITNESS POST, AND 0.4 M (1.3 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1512 ***********************************************************************
 QE1512  DESIGNATION -  C 732
 QE1512  PID         -  QE1512
 QE1512  STATE/COUNTY-  OR/LANE
 QE1512  USGS QUAD   -  EUGENE WEST (1986)
 QE1512
 QE1512                         *CURRENT SURVEY CONTROL
 QE1512  ___________________________________________________________________
 QE1512* NAD 83(1986)-  44 04 41.     (N)    123 09 01.     (W)     SCALED    
 QE1512* NAVD 88     -       121.176  (meters)     397.56   (feet)  ADJUSTED  
 QE1512  ___________________________________________________________________
 QE1512  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 QE1512  DYNAMIC HT  -         121.160 (meters)     397.51  (feet)  COMP
 QE1512  MODELED GRAV-     980,486.5   (mgal)                       NAVD 88
 QE1512
 QE1512  VERT ORDER  -  FIRST     CLASS II
 QE1512
 QE1512.The horizontal coordinates were scaled from a topographic map and have
 QE1512.an estimated accuracy of +/- 6 seconds.
 QE1512
 QE1512.The orthometric height was determined by differential leveling
 QE1512.and adjusted in June 1991.
 QE1512
 QE1512.The geoid height was determined by GEOID03.
 QE1512
 QE1512.The dynamic height is computed by dividing the NAVD 88
 QE1512.geopotential number by the normal gravity value computed on the
 QE1512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1512.degrees latitude (g = 980.6199 gals.).
 QE1512
 QE1512.The modeled gravity was interpolated from observed gravity values.
 QE1512
 QE1512;                    North         East    Units  Estimated Accuracy
 QE1512;SPC OR S     -   271,240.    1,287,740.      MT  (+/- 180 meters Scaled)
 QE1512
 QE1512                          SUPERSEDED SURVEY CONTROL
 QE1512
 QE1512.No superseded survey control is available for this station.
 QE1512
 QE1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP879805(NAD 83)
 QE1512_MARKER: I = METAL ROD
 QE1512_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QE1512_SP_SET: STAINLESS STEEL ROD
 QE1512_STAMPING: C 732 1987
 QE1512_MARK LOGO: NGS   
 QE1512_PROJECTION: FLUSH
 QE1512_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QE1512+STABILITY: POSITION/ELEVATION WELL
 QE1512_ROD/PIPE-DEPTH: 8.2  meters
 QE1512
 QE1512  HISTORY     - Date     Condition        Report By
 QE1512  HISTORY     - 1987     MONUMENTED       NGS
 QE1512
 QE1512                          STATION DESCRIPTION
 QE1512
 QE1512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QE1512'IN EUGENE.
 QE1512'IN EUGENE, AT THE JUNCTION OF STATE HIGHWAY 99 AND PATTISON AVENUE,
 QE1512'21.7 M (71.2 FT) SOUTH OF THE CENTERLINE OF THE AVENUE, 16.4 M
 QE1512'(53.8 FT) SOUTHWEST OF THE CENTERLINE OF THE SOUTHEASTBOUND LANES OF
 QE1512'THE HIGHWAY, 14.6 M (47.9 FT) SOUTH-SOUTHWEST OF UTILITY POLE NUMBER
 QE1512'18491, 9.6 M (31.5 FT) EAST OF THE CENTERLINE OF JACOBS DRIVE, AND
 QE1512'3.0 M (9.8 FT) EAST OF THE EAST EDGE OF A SIDEWALK. NOTE--ACCESS TO
 QE1512'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QE1512'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1638 ***********************************************************************
 QE1638  DESIGNATION -  C 733
 QE1638  PID         -  QE1638
 QE1638  STATE/COUNTY-  OR/LANE
 QE1638  USGS QUAD   -  LEABURG (1988)
 QE1638
 QE1638                         *CURRENT SURVEY CONTROL
 QE1638  ___________________________________________________________________
 QE1638* NAD 83(1986)-  44 06 41.     (N)    122 39 32.     (W)     SCALED    
 QE1638* NAVD 88     -       213.378  (meters)     700.06   (feet)  ADJUSTED  
 QE1638  ___________________________________________________________________
 QE1638  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 QE1638  DYNAMIC HT  -         213.339 (meters)     699.93  (feet)  COMP
 QE1638  MODELED GRAV-     980,432.6   (mgal)                       NAVD 88
 QE1638
 QE1638  VERT ORDER  -  FIRST     CLASS II
 QE1638
 QE1638.The horizontal coordinates were scaled from a topographic map and have
 QE1638.an estimated accuracy of +/- 6 seconds.
 QE1638
 QE1638.The orthometric height was determined by differential leveling
 QE1638.and adjusted in June 1991.
 QE1638
 QE1638.The geoid height was determined by GEOID03.
 QE1638
 QE1638.The dynamic height is computed by dividing the NAVD 88
 QE1638.geopotential number by the normal gravity value computed on the
 QE1638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1638.degrees latitude (g = 980.6199 gals.).
 QE1638
 QE1638.The modeled gravity was interpolated from observed gravity values.
 QE1638
 QE1638;                    North         East    Units  Estimated Accuracy
 QE1638;SPC OR S     -   273,810.    1,327,180.      MT  (+/- 180 meters Scaled)
 QE1638
 QE1638                          SUPERSEDED SURVEY CONTROL
 QE1638
 QE1638.No superseded survey control is available for this station.
 QE1638
 QE1638_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP272843(NAD 83)
 QE1638_MARKER: I = METAL ROD
 QE1638_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QE1638_SP_SET: STAINLESS STEEL ROD
 QE1638_STAMPING: C 733 1987
 QE1638_MARK LOGO: NGS   
 QE1638_PROJECTION: FLUSH
 QE1638_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QE1638+STABILITY: POSITION/ELEVATION WELL
 QE1638_ROD/PIPE-DEPTH: 4.4  meters
 QE1638
 QE1638  HISTORY     - Date     Condition        Report By
 QE1638  HISTORY     - 1987     MONUMENTED       NGS
 QE1638
 QE1638                          STATION DESCRIPTION
 QE1638
 QE1638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QE1638'31.2 KM (19.40 MI) EAST FROM SPRINGFIELD.
 QE1638'31.2 KM (19.40 MI) EASTERLY ALONG STATE HIGHWAY 126 FROM ITS JUNCTION
 QE1638'WITH SOUTH 5TH STREET IN SPRINGFIELD, 13.1 M (43.0 FT) SOUTHWEST OF
 QE1638'THE CENTER OF A TRACK ROAD LEADING NORTHEAST, 12.2 M (40.0 FT)
 QE1638'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 5.2 M (17.1 FT) NORTHEAST
 QE1638'OF THE EXTENDED CENTER OF A DRIVEWAY LEADING SOUTHEAST TO THE HOUSE
 QE1638'AT 43344 STATE HIGHWAY 126, AND 0.6 M (2.0 FT) WEST OF A FENCE
 QE1638'CORNER. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QE1638'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST AND FENCE
 QE1638'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1662 ***********************************************************************
 QE1662  DESIGNATION -  C 734
 QE1662  PID         -  QE1662
 QE1662  STATE/COUNTY-  OR/LANE
 QE1662  USGS QUAD   -  BELKNAP SPRINGS (1989)
 QE1662
 QE1662                         *CURRENT SURVEY CONTROL
 QE1662  ___________________________________________________________________
 QE1662* NAD 83(1986)-  44 12 17.     (N)    122 02 20.     (W)     SCALED    
 QE1662* NAVD 88     -       523.407  (meters)    1717.21   (feet)  ADJUSTED  
 QE1662  ___________________________________________________________________
 QE1662  GEOID HEIGHT-         -21.75  (meters)                     GEOID03
 QE1662  DYNAMIC HT  -         523.257 (meters)    1716.72  (feet)  COMP
 QE1662  MODELED GRAV-     980,317.2   (mgal)                       NAVD 88
 QE1662
 QE1662  VERT ORDER  -  FIRST     CLASS II
 QE1662
 QE1662.The horizontal coordinates were scaled from a topographic map and have
 QE1662.an estimated accuracy of +/- 6 seconds.
 QE1662
 QE1662.The orthometric height was determined by differential leveling
 QE1662.and adjusted in June 1991.
 QE1662
 QE1662.The geoid height was determined by GEOID03.
 QE1662
 QE1662.The dynamic height is computed by dividing the NAVD 88
 QE1662.geopotential number by the normal gravity value computed on the
 QE1662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1662.degrees latitude (g = 980.6199 gals.).
 QE1662
 QE1662.The modeled gravity was interpolated from observed gravity values.
 QE1662
 QE1662;                    North         East    Units  Estimated Accuracy
 QE1662;SPC OR S     -   283,080.    1,377,000.      MT  (+/- 180 meters Scaled)
 QE1662
 QE1662                          SUPERSEDED SURVEY CONTROL
 QE1662
 QE1662.No superseded survey control is available for this station.
 QE1662
 QE1662_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP767950(NAD 83)
 QE1662_MARKER: DB = BENCH MARK DISK
 QE1662_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QE1662_SP_SET: ABUTMENT
 QE1662_STAMPING: C 734 1987
 QE1662_MARK LOGO: NGS   
 QE1662_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE1662
 QE1662  HISTORY     - Date     Condition        Report By
 QE1662  HISTORY     - 1987     MONUMENTED       NGS
 QE1662
 QE1662                          STATION DESCRIPTION
 QE1662
 QE1662'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QE1662'11.9 KM (7.40 MI) NE FROM MCKENZIE BRIDGE.
 QE1662'11.9 KM (7.40 MI) NORTHEASTERLY ALONG STATE HIGHWAY 126 FROM ITS
 QE1662'JUNCTION WITH TAYLOR ROAD IN MCKENZIE BRIDGE, IN TOP AND 0.25 M
 QE1662'(0.8 FT) SOUTHEAST OF THE NORTHWEST END OF THE NORTHEAST ABUTMENT OF
 QE1662'FRISSELL CARPTENDER ROAD BRIDGE SPANNING THE MCKENZIE RIVER, 19.2 M
 QE1662'(63.0 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 2.7 M (8.9 FT)
 QE1662'NORTHWEST OF THE CENTER OF THE ROAD, AND 0.75 M (2.5 FT) SOUTHWEST OF
 QE1662'THE NORTHEAST END OF THE BRIDGE.
 QE1662'THE MARK IS 0.4 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1678 ***********************************************************************
 QE1678  DESIGNATION -  C 735
 QE1678  PID         -  QE1678
 QE1678  STATE/COUNTY-  OR/LINN
 QE1678  USGS QUAD   -  ECHO MOUNTAIN (1994)
 QE1678
 QE1678                         *CURRENT SURVEY CONTROL
 QE1678  ___________________________________________________________________
 QE1678* NAD 83(1986)-  44 24 08.     (N)    122 00 06.     (W)     SCALED    
 QE1678* NAVD 88     -       962.800  (meters)    3158.79   (feet)  ADJUSTED  
 QE1678  ___________________________________________________________________
 QE1678  GEOID HEIGHT-         -21.54  (meters)                     GEOID03
 QE1678  DYNAMIC HT  -         962.471 (meters)    3157.71  (feet)  COMP
 QE1678  MODELED GRAV-     980,243.5   (mgal)                       NAVD 88
 QE1678
 QE1678  VERT ORDER  -  FIRST     CLASS II
 QE1678
 QE1678.The horizontal coordinates were scaled from a topographic map and have
 QE1678.an estimated accuracy of +/- 6 seconds.
 QE1678
 QE1678.The orthometric height was determined by differential leveling
 QE1678.and adjusted in June 1991.
 QE1678
 QE1678.The geoid height was determined by GEOID03.
 QE1678
 QE1678.The dynamic height is computed by dividing the NAVD 88
 QE1678.geopotential number by the normal gravity value computed on the
 QE1678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1678.degrees latitude (g = 980.6199 gals.).
 QE1678
 QE1678.The modeled gravity was interpolated from observed gravity values.
 QE1678
 QE1678;                    North         East    Units  Estimated Accuracy
 QE1678;SPC OR N     -    82,850.    2,380,380.      MT  (+/- 180 meters Scaled)
 QE1678
 QE1678                          SUPERSEDED SURVEY CONTROL
 QE1678
 QE1678.No superseded survey control is available for this station.
 QE1678
 QE1678_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ794170(NAD 83)
 QE1678_MARKER: DB = BENCH MARK DISK
 QE1678_SETTING: 66 = SET IN ROCK OUTCROP
 QE1678_SP_SET: BEDROCK
 QE1678_STAMPING: C 735 1987
 QE1678_MARK LOGO: NGS   
 QE1678_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QE1678+STABILITY: POSITION/ELEVATION WELL
 QE1678
 QE1678  HISTORY     - Date     Condition        Report By
 QE1678  HISTORY     - 1987     MONUMENTED       NGS
 QE1678
 QE1678                          STATION DESCRIPTION
 QE1678
 QE1678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QE1678'37.4 KM (23.25 MI) NE FROM MCKENZIE BRIDGE.
 QE1678'37.4 KM (23.25 MI) NORTHEASTERLY ALONG STATE HIGHWAY 126 FROM ITS
 QE1678'JUNCTION WITH TAYLOR ROAD IN MCKENZIE BRIDGE, SET IN ABOUT THE CENTER
 QE1678'OF A 3 BY 14.5 FOOT EXPOSED AREA OF BEDROCK OF A LAVA BED IN A
 QE1678'HIGHWAY CUT, 36.2 M (118.8 FT) NORTH OF THE CENTER OF A PAVED ROAD
 QE1678'LEADING NORTHWEST INTO FISH LAKE CAMPGROUND, AND 8.8 M (28.9 FT) EAST
 QE1678'OF THE CENTERLINE OF THE HIGHWAY.
 QE1678'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 QE1678'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1331 ***********************************************************************
 QD1331  DESIGNATION -  C 736
 QD1331  PID         -  QD1331
 QD1331  STATE/COUNTY-  OR/JEFFERSON
 QD1331  USGS QUAD   -  BLACK BUTTE (1988)
 QD1331
 QD1331                         *CURRENT SURVEY CONTROL
 QD1331  ___________________________________________________________________
 QD1331* NAD 83(1986)-  44 25 43.     (N)    121 43 12.     (W)     SCALED    
 QD1331* NAVD 88     -      1047.478  (meters)    3436.60   (feet)  ADJUSTED  
 QD1331  ___________________________________________________________________
 QD1331  GEOID HEIGHT-         -21.33  (meters)                     GEOID03
 QD1331  DYNAMIC HT  -        1047.110 (meters)    3435.39  (feet)  COMP
 QD1331  MODELED GRAV-     980,230.6   (mgal)                       NAVD 88
 QD1331
 QD1331  VERT ORDER  -  FIRST     CLASS II
 QD1331
 QD1331.The horizontal coordinates were scaled from a topographic map and have
 QD1331.an estimated accuracy of +/- 6 seconds.
 QD1331
 QD1331.The orthometric height was determined by differential leveling
 QD1331.and adjusted in June 1991.
 QD1331
 QD1331.The geoid height was determined by GEOID03.
 QD1331
 QD1331.The dynamic height is computed by dividing the NAVD 88
 QD1331.geopotential number by the normal gravity value computed on the
 QD1331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1331.degrees latitude (g = 980.6199 gals.).
 QD1331
 QD1331.The modeled gravity was interpolated from observed gravity values.
 QD1331
 QD1331;                    North         East    Units  Estimated Accuracy
 QD1331;SPC OR N     -    85,400.    2,402,860.      MT  (+/- 180 meters Scaled)
 QD1331
 QD1331                          SUPERSEDED SURVEY CONTROL
 QD1331
 QD1331.No superseded survey control is available for this station.
 QD1331
 QD1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ018202(NAD 83)
 QD1331_MARKER: I = METAL ROD
 QD1331_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QD1331+WITH SETTING: INFORMATION.
 QD1331_SP_SET: SHALLOW-SET METAL ROD
 QD1331_STAMPING: C 736 1987
 QD1331_MARK LOGO: NGS   
 QD1331_PROJECTION: FLUSH
 QD1331_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QD1331_ROD/PIPE-DEPTH: 2.7  meters
 QD1331
 QD1331  HISTORY     - Date     Condition        Report By
 QD1331  HISTORY     - 1987     MONUMENTED       NGS
 QD1331
 QD1331                          STATION DESCRIPTION
 QD1331
 QD1331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QD1331'21.5 KM (13.35 MI) NW FROM SISTERS.
 QD1331'21.5 KM (13.35 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 20 FROM ITS
 QD1331'JUNCTION WITH FIR STREET IN SISTERS, 0.1 KM (0.05 MI) EAST OF THE
 QD1331'ENTRANCE ROAD TO SHUTTLE LAKE CAMPGROUND, 21.0 M (68.9 FT)
 QD1331'NORTH-NORTHWEST OF THE CENTER OF THE HIGHWAY, AND 4.5 M (14.8 FT)
 QD1331'SOUTHWEST OF THE CENTER OF A DIM TRACK ROAD LEADING NORTH.
 QD1331'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QD1331'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 QD1331'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1521 ***********************************************************************
 QE1521  DESIGNATION -  C 737
 QE1521  PID         -  QE1521
 QE1521  STATE/COUNTY-  OR/LINN
 QE1521  USGS QUAD   -  HALSEY (1969)
 QE1521
 QE1521                         *CURRENT SURVEY CONTROL
 QE1521  ___________________________________________________________________
 QE1521* NAD 83(1986)-  44 22 41.     (N)    123 06 35.     (W)     SCALED    
 QE1521* NAVD 88     -        87.460  (meters)     286.94   (feet)  ADJUSTED  
 QE1521  ___________________________________________________________________
 QE1521  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 QE1521  DYNAMIC HT  -          87.452 (meters)     286.92  (feet)  COMP
 QE1521  MODELED GRAV-     980,524.3   (mgal)                       NAVD 88
 QE1521
 QE1521  VERT ORDER  -  FIRST     CLASS II
 QE1521
 QE1521.The horizontal coordinates were scaled from a topographic map and have
 QE1521.an estimated accuracy of +/- 6 seconds.
 QE1521
 QE1521.The orthometric height was determined by differential leveling
 QE1521.and adjusted in June 1991.
 QE1521
 QE1521.The geoid height was determined by GEOID03.
 QE1521
 QE1521.The dynamic height is computed by dividing the NAVD 88
 QE1521.geopotential number by the normal gravity value computed on the
 QE1521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1521.degrees latitude (g = 980.6199 gals.).
 QE1521
 QE1521.The modeled gravity was interpolated from observed gravity values.
 QE1521
 QE1521;                    North         East    Units  Estimated Accuracy
 QE1521;SPC OR N     -    82,410.    2,292,060.      MT  (+/- 180 meters Scaled)
 QE1521
 QE1521                          SUPERSEDED SURVEY CONTROL
 QE1521
 QE1521.No superseded survey control is available for this station.
 QE1521
 QE1521_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ912138(NAD 83)
 QE1521_MARKER: I = METAL ROD
 QE1521_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QE1521_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 QE1521_STAMPING: C 737 1987
 QE1521_MARK LOGO: NGS   
 QE1521_PROJECTION: FLUSH
 QE1521_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QE1521+STABILITY: POSITION/ELEVATION WELL
 QE1521_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QE1521+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2006
 QE1521_ROD/PIPE-DEPTH: 14.9 meters
 QE1521_SLEEVE-DEPTH  : 7.1 meters
 QE1521
 QE1521  HISTORY     - Date     Condition        Report By
 QE1521  HISTORY     - 1987     MONUMENTED       NGS
 QE1521  HISTORY     - 20060527 GOOD             USPSQD
 QE1521
 QE1521                          STATION DESCRIPTION
 QE1521
 QE1521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QE1521'IN HALSEY.
 QE1521'IN HASLEY, AT THE JUNCTION OF STATE HIGHWAY 99E AND O STREET, AT THE
 QE1521'SOUTHEAST CORNER OF A CITY PARK, 45.4 M (148.9 FT) SOUTHEAST OF AN
 QE1521'OLD WATER WELL HAND PUMP, 29.4 M (96.5 FT) WEST OF THE CENTERLINE OF
 QE1521'THE HIGHWAY, 26.8 M (87.9 FT) SOUTHEAST OF AN UTILITY LIGHT POLE,
 QE1521'22.8 M (74.8 FT) EAST OF THE SOUTHEAST CORNER OF A RESTROOM BUILDING,
 QE1521'15.7 M (51.5 FT) NORTH OF THE CENTER OF THE STREET, AND 7.7 M
 QE1521'(25.3 FT) NORTH OF UTILITY POLE NUMBER 8 4 019260. NOTE--ACCESS TO
 QE1521'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QE1521'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 QE1521
 QE1521                          STATION RECOVERY (2006)
 QE1521
 QE1521'RECOVERY NOTE BY US POWER SQUADRON 2006
 QE1521'ACCESS TO 5 INCH LOGO CAP UNDERNEATH 1 FOOT CIRCLE OF REMOVABLE SOD
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0703 ***********************************************************************
 PC0703  DESIGNATION -  C 738
 PC0703  PID         -  PC0703
 PC0703  STATE/COUNTY-  OR/LANE
 PC0703  USGS QUAD   -  COTTAGE GROVE (1984)
 PC0703
 PC0703                         *CURRENT SURVEY CONTROL
 PC0703  ___________________________________________________________________
 PC0703* NAD 83(1986)-  43 48 15.     (N)    123 02 34.     (W)     SCALED    
 PC0703* NAVD 88     -       194.762  (meters)     638.98   (feet)  ADJUSTED  
 PC0703  ___________________________________________________________________
 PC0703  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 PC0703  DYNAMIC HT  -         194.725 (meters)     638.86  (feet)  COMP
 PC0703  MODELED GRAV-     980,424.9   (mgal)                       NAVD 88
 PC0703
 PC0703  VERT ORDER  -  FIRST     CLASS II
 PC0703
 PC0703.The horizontal coordinates were scaled from a topographic map and have
 PC0703.an estimated accuracy of +/- 6 seconds.
 PC0703
 PC0703.The orthometric height was determined by differential leveling
 PC0703.and adjusted in June 1991.
 PC0703
 PC0703.The geoid height was determined by GEOID03.
 PC0703
 PC0703.The dynamic height is computed by dividing the NAVD 88
 PC0703.geopotential number by the normal gravity value computed on the
 PC0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0703.degrees latitude (g = 980.6199 gals.).
 PC0703
 PC0703.The modeled gravity was interpolated from observed gravity values.
 PC0703
 PC0703;                    North         East    Units  Estimated Accuracy
 PC0703;SPC OR S     -   240,550.    1,295,420.      MT  (+/- 180 meters Scaled)
 PC0703
 PC0703                          SUPERSEDED SURVEY CONTROL
 PC0703
 PC0703.No superseded survey control is available for this station.
 PC0703
 PC0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP965501(NAD 83)
 PC0703_MARKER: DB = BENCH MARK DISK
 PC0703_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PC0703_SP_SET: PIER
 PC0703_STAMPING: C 738 1987
 PC0703_MARK LOGO: NGS   
 PC0703_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PC0703_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PC0703+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2008
 PC0703
 PC0703  HISTORY     - Date     Condition        Report By
 PC0703  HISTORY     - 1987     MONUMENTED       NGS
 PC0703  HISTORY     - 20080623 GOOD             GEOCAC
 PC0703
 PC0703                          STATION DESCRIPTION
 PC0703
 PC0703'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PC0703'IN COTTAGE GROVE.
 PC0703'IN COTTAGE GROVE, AT THE INETERSECTION OF INTERSTATE HIGHWAY 5 AND ROW
 PC0703'ROAD, SET VERTICALLY IN THE SOUTHWEST FACE OF THE MOST SOUTHEASTERLY
 PC0703'1 OF 4 COLUMNS SOUTHWEST OF THE NORTHEAST ABUTMENT OF THE NORTHBOUND
 PC0703'HIGHWAY OVERPASS OF THE ROAD, 6.3 M (20.7 FT) NORTHEAST OF THE
 PC0703'CENTERLINE OF THE ROAD, AND 6.2 M (20.3 FT) SOUTHEAST OF THE CENTER
 PC0703'OF THE NORTHBOUND OVERPASS.
 PC0703'THE MARK IS 1.4 M ABOVE THE ROAD.
 PC0703
 PC0703                          STATION RECOVERY (2008)
 PC0703
 PC0703'RECOVERY NOTE BY GEOCACHING 2008 (ADS)
 PC0703'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0727 ***********************************************************************
 PC0727  DESIGNATION -  C 739
 PC0727  PID         -  PC0727
 PC0727  STATE/COUNTY-  OR/DOUGLAS
 PC0727  USGS QUAD   -  CURTIN (1987)
 PC0727
 PC0727                         *CURRENT SURVEY CONTROL
 PC0727  ___________________________________________________________________
 PC0727* NAD 83(1986)-  43 42 39.     (N)    123 13 12.     (W)     SCALED    
 PC0727* NAVD 88     -       121.644  (meters)     399.09   (feet)  ADJUSTED  
 PC0727  ___________________________________________________________________
 PC0727  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 PC0727  DYNAMIC HT  -         121.626 (meters)     399.03  (feet)  COMP
 PC0727  MODELED GRAV-     980,466.9   (mgal)                       NAVD 88
 PC0727
 PC0727  VERT ORDER  -  FIRST     CLASS II
 PC0727
 PC0727.The horizontal coordinates were scaled from a topographic map and have
 PC0727.an estimated accuracy of +/- 6 seconds.
 PC0727
 PC0727.The orthometric height was determined by differential leveling
 PC0727.and adjusted in June 1991.
 PC0727
 PC0727.The geoid height was determined by GEOID03.
 PC0727
 PC0727.The dynamic height is computed by dividing the NAVD 88
 PC0727.geopotential number by the normal gravity value computed on the
 PC0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0727.degrees latitude (g = 980.6199 gals.).
 PC0727
 PC0727.The modeled gravity was interpolated from observed gravity values.
 PC0727
 PC0727;                    North         East    Units  Estimated Accuracy
 PC0727;SPC OR S     -   230,640.    1,280,830.      MT  (+/- 180 meters Scaled)
 PC0727
 PC0727                          SUPERSEDED SURVEY CONTROL
 PC0727
 PC0727.No superseded survey control is available for this station.
 PC0727
 PC0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP822397(NAD 83)
 PC0727_MARKER: DB = BENCH MARK DISK
 PC0727_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PC0727_SP_SET: ABUTMENT
 PC0727_STAMPING: C 739 1987
 PC0727_MARK LOGO: NGS   
 PC0727_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PC0727
 PC0727  HISTORY     - Date     Condition        Report By
 PC0727  HISTORY     - 1987     MONUMENTED       NGS
 PC0727
 PC0727                          STATION DESCRIPTION
 PC0727
 PC0727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PC0727'9.8 KM (6.10 MI) NORTH FROM DRAIN.
 PC0727'9.8 KM (6.10 MI) NORTHERLY ALONG STATE HIGHWAY 99 FROM THE EAST
 PC0727'JUNCTION OF B STREET IN DRAIN, SET VERTICALLY IN THE SOUTH FACE OF
 PC0727'THE WEST CONCRETE ABUTMENT OF A HIGHWAY OVERPASS OF THE SOUTHERN
 PC0727'PACIFIC RAILROAD, 7.5 M (24.6 FT) SOUTH OF THE CENTERLINE OF THE
 PC0727'HIGHWAY, AND 0.4 M (1.3 FT) WEST OF THE EAST EDGE OF THE ABUTMENT.
 PC0727'THE MARK IS 0.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0265 ***********************************************************************
 PB0265  DESIGNATION -  C 74
 PB0265  PID         -  PB0265
 PB0265  STATE/COUNTY-  OR/KLAMATH
 PB0265  USGS QUAD   -  BIG HOLE (1982)
 PB0265
 PB0265                         *CURRENT SURVEY CONTROL
 PB0265  ___________________________________________________________________
 PB0265* NAD 83(1986)-  43 26 58.     (N)    121 21 31.     (W)     SCALED    
 PB0265* NAVD 88     -      1440.062  (meters)    4724.60   (feet)  ADJUSTED  
 PB0265  ___________________________________________________________________
 PB0265  GEOID HEIGHT-         -20.86  (meters)                     GEOID03
 PB0265  DYNAMIC HT  -        1439.295 (meters)    4722.09  (feet)  COMP
 PB0265  MODELED GRAV-     980,036.6   (mgal)                       NAVD 88
 PB0265
 PB0265  VERT ORDER  -  SECOND    CLASS 0
 PB0265
 PB0265.The horizontal coordinates were scaled from a topographic map and have
 PB0265.an estimated accuracy of +/- 6 seconds.
 PB0265
 PB0265.The orthometric height was determined by differential leveling
 PB0265.and adjusted in June 1991.
 PB0265
 PB0265.The geoid height was determined by GEOID03.
 PB0265
 PB0265.The dynamic height is computed by dividing the NAVD 88
 PB0265.geopotential number by the normal gravity value computed on the
 PB0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0265.degrees latitude (g = 980.6199 gals.).
 PB0265
 PB0265.The modeled gravity was interpolated from observed gravity values.
 PB0265
 PB0265;                    North         East    Units  Estimated Accuracy
 PB0265;SPC OR S     -   198,390.    1,430,510.      MT  (+/- 180 meters Scaled)
 PB0265
 PB0265                          SUPERSEDED SURVEY CONTROL
 PB0265
 PB0265  NGVD 29 (??/??/92) 1438.785  (m)         4720.41   (f) ADJ UNCH    2 0
 PB0265
 PB0265.Superseded values are not recommended for survey control.
 PB0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0265.See file dsdata.txt to determine how the superseded data were derived.
 PB0265
 PB0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP328120(NAD 83)
 PB0265_MARKER: DD = SURVEY DISK
 PB0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0265_STAMPING: C-74 1931
 PB0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0265+STABILITY: SURFACE MOTION
 PB0265
 PB0265  HISTORY     - Date     Condition        Report By
 PB0265  HISTORY     - 1931     MONUMENTED       USFS
 PB0265  HISTORY     - 1931     GOOD             NGS
 PB0265  HISTORY     - 1977     MARK NOT FOUND   USGS
 PB0265  HISTORY     - 19860916 MARK NOT FOUND   USPSQD
 PB0265
 PB0265                          STATION DESCRIPTION
 PB0265
 PB0265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 PB0265'19.0 MI SE FROM LAPINE.
 PB0265'IN KLAMATH COUNTY, ABOUT 19.0 MILES SOUTHEAST ALONG THE FREMONT
 PB0265'HIGHWAY (OREGON 31) FROM LAPINE, DESCHUTES COUNTY, AT THE OLD SUMMIT
 PB0265'STAGE STATION, ABOUT 240 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 PB0265'54 FEETWEST OF A HOUSE, AND AT THE FENCE LINE.  A UNITED STATES FOREST
 PB0265'SERVICE STANDARD DISK, STAMPED C 74 1931 AND SET IN THE TOP OF A
 PB0265'CONCRETE POST.
 PB0265
 PB0265                          STATION RECOVERY (1977)
 PB0265
 PB0265'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 PB0265'MARK NOT FOUND.
 PB0265
 PB0265                          STATION RECOVERY (1986)
 PB0265
 PB0265'RECOVERY NOTE BY US POWER SQUADRON 1986 (RCC)
 PB0265'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0876 ***********************************************************************
 QC0876  DESIGNATION -  C 741
 QC0876  PID         -  QC0876
 QC0876  STATE/COUNTY-  OR/GRANT
 QC0876  USGS QUAD   -  WOLFINGER BUTTE (1983)
 QC0876
 QC0876                         *CURRENT SURVEY CONTROL
 QC0876  ___________________________________________________________________
 QC0876* NAD 83(1986)-  44 24 42.     (N)    119 12 13.     (W)     SCALED    
 QC0876* NAVD 88     -       834.015  (meters)    2736.26   (feet)  ADJUSTED  
 QC0876  ___________________________________________________________________
 QC0876  GEOID HEIGHT-         -18.45  (meters)                     GEOID03
 QC0876  DYNAMIC HT  -         833.732 (meters)    2735.34  (feet)  COMP
 QC0876  MODELED GRAV-     980,251.0   (mgal)                       NAVD 88
 QC0876
 QC0876  VERT ORDER  -  FIRST     CLASS II
 QC0876
 QC0876.The horizontal coordinates were scaled from a topographic map and have
 QC0876.an estimated accuracy of +/- 6 seconds.
 QC0876
 QC0876.The orthometric height was determined by differential leveling
 QC0876.and adjusted in June 1991.
 QC0876
 QC0876.The geoid height was determined by GEOID03.
 QC0876
 QC0876.The dynamic height is computed by dividing the NAVD 88
 QC0876.geopotential number by the normal gravity value computed on the
 QC0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0876.degrees latitude (g = 980.6199 gals.).
 QC0876
 QC0876.The modeled gravity was interpolated from observed gravity values.
 QC0876
 QC0876;                    North         East    Units  Estimated Accuracy
 QC0876;SPC OR N     -    83,620.    2,603,250.      MT  (+/- 180 meters Scaled)
 QC0876
 QC0876                          SUPERSEDED SURVEY CONTROL
 QC0876
 QC0876.No superseded survey control is available for this station.
 QC0876
 QC0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK245199(NAD 83)
 QC0876_MARKER: I = METAL ROD
 QC0876_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QC0876_SP_SET: STAINLESS STEEL ROD
 QC0876_STAMPING: C 741 1987
 QC0876_MARK LOGO: NGS   
 QC0876_PROJECTION: FLUSH
 QC0876_MAGNETIC: I = MARKER IS A STEEL ROD
 QC0876_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QC0876+STABILITY: POSITION/ELEVATION WELL
 QC0876_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QC0876+SATELLITE: SATELLITE OBSERVATIONS - 1987
 QC0876_ROD/PIPE-DEPTH: 4.5  meters
 QC0876
 QC0876  HISTORY     - Date     Condition        Report By
 QC0876  HISTORY     - 1987     MONUMENTED       NGS
 QC0876
 QC0876                          STATION DESCRIPTION
 QC0876
 QC0876'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QC0876'7.5 KM (4.65 MI) WESTERLY ALONG U.S. HIGHWAY 26 FROM THE POST OFFICE
 QC0876'IN MOUNT VERNON, 12.O M (41.3 FT) NORTH OF THE CENTERLINE OF THE
 QC0876'HIGHWAY, 3.6 M (11.8 FT) WEST OF THE CENTER OF A FIELD ENTRANCE AND
 QC0876'GATE, 0.5 M (1.6 FT) NORTH OF A FENCE, 0.6 M (2.0 FT) BELOW THE LEVEL
 QC0876'OF THE HIGHWAY, AND 0.3 M (1.0 FT) EAST OF A WITNESS POST.
 QC0876'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0672 ***********************************************************************
 PC0672  DESIGNATION -  C 741 X
 PC0672  PID         -  PC0672
 PC0672  STATE/COUNTY-  OR/DOUGLAS
 PC0672  USGS QUAD   -  WINSTON (1987)
 PC0672
 PC0672                         *CURRENT SURVEY CONTROL
 PC0672  ___________________________________________________________________
 PC0672* NAD 83(1986)-  43 06 03.     (N)    123 28 57.     (W)     SCALED    
 PC0672* NAVD 88     -       232.968  (meters)     764.33   (feet)  ADJUSTED  
 PC0672  ___________________________________________________________________
 PC0672  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 PC0672  DYNAMIC HT  -         232.911 (meters)     764.14  (feet)  COMP
 PC0672  MODELED GRAV-     980,369.2   (mgal)                       NAVD 88
 PC0672
 PC0672  VERT ORDER  -  FIRST     CLASS II
 PC0672
 PC0672.The horizontal coordinates were scaled from a topographic map and have
 PC0672.an estimated accuracy of +/- 6 seconds.
 PC0672
 PC0672.The orthometric height was determined by differential leveling
 PC0672.and adjusted in June 1991.
 PC0672
 PC0672.The geoid height was determined by GEOID03.
 PC0672
 PC0672.The dynamic height is computed by dividing the NAVD 88
 PC0672.geopotential number by the normal gravity value computed on the
 PC0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0672.degrees latitude (g = 980.6199 gals.).
 PC0672
 PC0672.The modeled gravity was interpolated from observed gravity values.
 PC0672
 PC0672;                    North         East    Units  Estimated Accuracy
 PC0672;SPC OR S     -   163,630.    1,257,280.      MT  (+/- 180 meters Scaled)
 PC0672
 PC0672                          SUPERSEDED SURVEY CONTROL
 PC0672
 PC0672.No superseded survey control is available for this station.
 PC0672
 PC0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN607721(NAD 83)
 PC0672_MARKER: I = METAL ROD
 PC0672_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PC0672_SP_SET: STAINLESS STEEL ROD
 PC0672_STAMPING: C 741 X 1987
 PC0672_MARK LOGO: NGS   
 PC0672_PROJECTION: FLUSH
 PC0672_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PC0672_ROD/PIPE-DEPTH: 3.7  meters
 PC0672
 PC0672  HISTORY     - Date     Condition        Report By
 PC0672  HISTORY     - 1987     MONUMENTED       NGS
 PC0672
 PC0672                          STATION DESCRIPTION
 PC0672
 PC0672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PC0672'6.2 KM (3.85 MI) WEST FROM WINSTON.
 PC0672'6.2 KM (3.85 MI) WESTERLY ALONG STATE HIGHWAY 42 FROM THE JUNCTION OF
 PC0672'STATE HIGHWAY 99 IN WINSTON, 76.5 M (251.0 FT) SOUTHWEST OF THE
 PC0672'CENTERLINE OF THE HIGHWAY, 28.0 M (91.9 FT) SOUTHWEST OF THE CENTER
 PC0672'OF A FIELD ENTRANCE, AND 10.9 M (35.8 FT) SOUTHEAST OF THE CENTER OF
 PC0672'COUNTY ROAD 125 (HOVER HILL ROAD). NOTE--ACCESS TO DATUM POINT IS HAD
 PC0672'THROUGH A 5-INCH LOGO CAP.
 PC0672'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 PC0672'THE MARK IS 0.6 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0872 ***********************************************************************
 NZ0872  DESIGNATION -  C 743
 NZ0872  PID         -  NZ0872
 NZ0872  STATE/COUNTY-  OR/DOUGLAS
 NZ0872  USGS QUAD   -  BONE MOUNTAIN (1990)
 NZ0872
 NZ0872                         *CURRENT SURVEY CONTROL
 NZ0872  ___________________________________________________________________
 NZ0872* NAD 83(1986)-  42 58 14.     (N)    123 45 45.     (W)     SCALED    
 NZ0872* NAVD 88     -       210.910  (meters)     691.96   (feet)  ADJUSTED  
 NZ0872  ___________________________________________________________________
 NZ0872  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 NZ0872  DYNAMIC HT  -         210.847 (meters)     691.75  (feet)  COMP
 NZ0872  MODELED GRAV-     980,320.1   (mgal)                       NAVD 88
 NZ0872
 NZ0872  VERT ORDER  -  FIRST     CLASS II
 NZ0872
 NZ0872.The horizontal coordinates were scaled from a topographic map and have
 NZ0872.an estimated accuracy of +/- 6 seconds.
 NZ0872
 NZ0872.The orthometric height was determined by differential leveling
 NZ0872.and adjusted in June 1991.
 NZ0872
 NZ0872.The geoid height was determined by GEOID03.
 NZ0872
 NZ0872.The dynamic height is computed by dividing the NAVD 88
 NZ0872.geopotential number by the normal gravity value computed on the
 NZ0872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0872.degrees latitude (g = 980.6199 gals.).
 NZ0872
 NZ0872.The modeled gravity was interpolated from observed gravity values.
 NZ0872
 NZ0872;                    North         East    Units  Estimated Accuracy
 NZ0872;SPC OR S     -   150,020.    1,233,940.      MT  (+/- 180 meters Scaled)
 NZ0872
 NZ0872                          SUPERSEDED SURVEY CONTROL
 NZ0872
 NZ0872.No superseded survey control is available for this station.
 NZ0872
 NZ0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN378578(NAD 83)
 NZ0872_MARKER: DB = BENCH MARK DISK
 NZ0872_SETTING: 66 = SET IN ROCK OUTCROP
 NZ0872_SP_SET: BEDROCK
 NZ0872_STAMPING: C 743 1987
 NZ0872_MARK LOGO: NGS   
 NZ0872_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NZ0872+STABILITY: POSITION/ELEVATION WELL
 NZ0872
 NZ0872  HISTORY     - Date     Condition        Report By
 NZ0872  HISTORY     - 1987     MONUMENTED       NGS
 NZ0872
 NZ0872                          STATION DESCRIPTION
 NZ0872
 NZ0872'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 NZ0872'38.8 KM (24.10 MI) WEST FROM WINSTON.
 NZ0872'38.0 KM (23.60 MI) WESTERLY ALONG STATE HIGHWAY 42 FROM THE JUNCTION
 NZ0872'OF STATE HIGHWAY 99 IN WINSTON, THENCE 0.8 KM (0.50 MI) WESTERLY
 NZ0872'ALONG OLD STATE HIGHWAY 42, SET VERTICALLY IN THE SOUTH FACE OF AN
 NZ0872'EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 0.5 KM (0.30 MI) NORTHEAST
 NZ0872'OF THE BIG BEAR RECREATION AREA, 25.5 M (83.7 FT) EAST OF THE EAST
 NZ0872'END OF A PULLOUT, AND 5.3 M (17.4 FT) NORTH OF THE CENTERLINE OF THE
 NZ0872'HIGHWAY.
 NZ0872'THE MARK IS 1.3 METERS  W FROM  A WITNESS POST
 NZ0872'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1584 ***********************************************************************
 QE1584  DESIGNATION -  C 744
 QE1584  PID         -  QE1584
 QE1584  STATE/COUNTY-  OR/LANE
 QE1584  USGS QUAD   -  MERCER LAKE (1984)
 QE1584
 QE1584                         *CURRENT SURVEY CONTROL
 QE1584  ___________________________________________________________________
 QE1584* NAD 83(1986)-  44 02 11.     (N)    124 06 00.     (W)     SCALED    
 QE1584* NAVD 88     -        33.098  (meters)     108.59   (feet)  ADJUSTED  
 QE1584  ___________________________________________________________________
 QE1584  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 QE1584  DYNAMIC HT  -          33.095 (meters)     108.58  (feet)  COMP
 QE1584  MODELED GRAV-     980,545.8   (mgal)                       NAVD 88
 QE1584
 QE1584  VERT ORDER  -  FIRST     CLASS II
 QE1584
 QE1584.The horizontal coordinates were scaled from a topographic map and have
 QE1584.an estimated accuracy of +/- 6 seconds.
 QE1584
 QE1584.The orthometric height was determined by differential leveling
 QE1584.and adjusted in June 1991.
 QE1584
 QE1584.The geoid height was determined by GEOID03.
 QE1584
 QE1584.The dynamic height is computed by dividing the NAVD 88
 QE1584.geopotential number by the normal gravity value computed on the
 QE1584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1584.degrees latitude (g = 980.6199 gals.).
 QE1584
 QE1584.The modeled gravity was interpolated from observed gravity values.
 QE1584
 QE1584;                    North         East    Units  Estimated Accuracy
 QE1584;SPC OR S     -   269,450.    1,211,520.      MT  (+/- 180 meters Scaled)
 QE1584
 QE1584                          SUPERSEDED SURVEY CONTROL
 QE1584
 QE1584.No superseded survey control is available for this station.
 QE1584
 QE1584_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP118765(NAD 83)
 QE1584_MARKER: I = METAL ROD
 QE1584_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QE1584_SP_SET: STAINLESS STEEL ROD
 QE1584_STAMPING: C 744 1988
 QE1584_MARK LOGO: NGS   
 QE1584_PROJECTION: FLUSH
 QE1584_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE1584_ROD/PIPE-DEPTH: 9.5  meters
 QE1584
 QE1584  HISTORY     - Date     Condition        Report By
 QE1584  HISTORY     - 1988     MONUMENTED       NGS
 QE1584  HISTORY     - 19940904 GOOD             USPSQD
 QE1584
 QE1584                          STATION DESCRIPTION
 QE1584
 QE1584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 QE1584'7.0 KM (4.35 MI) NORTH FROM FLORENCE.
 QE1584'7.0 KM (4.35 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM ITS JUNCTION
 QE1584'WITH STATE HIGHWAY 126 IN FLORENCE, 44.2 M (145.0 FT) NORTH OF THE
 QE1584'CENTER OF A DRIVEWAY LEADING TO HOUSE NUMBER 88410, 23.9 M (78.4 FT)
 QE1584'SOUTH OF THE CENTER OF A DRIVEWAY, 15.4 M (50.5 FT) WEST OF THE
 QE1584'CENTERLINE OF THE HIGHWAY, 13.7 M (44.9 FT) NORTH OF A 12 BY 18 INCH
 QE1584'CONCRETE WATER METER BOX, AND 2.1 M (6.9 FT) SOUTHWEST OF UTILITY
 QE1584'POLE NUMBER V022 5. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 QE1584'5-INCH LOGO CAP.
 QE1584'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 QE1584'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 QE1584
 QE1584                          STATION RECOVERY (1994)
 QE1584
 QE1584'RECOVERY NOTE BY US POWER SQUADRON 1994
 QE1584'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0824 ***********************************************************************
 OA0824  DESIGNATION -  C 745
 OA0824  PID         -  OA0824
 OA0824  STATE/COUNTY-  OR/CURRY
 OA0824  USGS QUAD   -  GOLD BEACH (1986)
 OA0824
 OA0824                         *CURRENT SURVEY CONTROL
 OA0824  ___________________________________________________________________
 OA0824* NAD 83(1986)-  42 29 14.     (N)    124 24 07.     (W)     SCALED    
 OA0824* NAVD 88     -        43.004  (meters)     141.09   (feet)  ADJUSTED  
 OA0824  ___________________________________________________________________
 OA0824  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 OA0824  DYNAMIC HT  -          42.992 (meters)     141.05  (feet)  COMP
 OA0824  MODELED GRAV-     980,342.0   (mgal)                       NAVD 88
 OA0824
 OA0824  VERT ORDER  -  FIRST     CLASS II
 OA0824
 OA0824.The horizontal coordinates were scaled from a topographic map and have
 OA0824.an estimated accuracy of +/- 6 seconds.
 OA0824
 OA0824.The orthometric height was determined by differential leveling
 OA0824.and adjusted in June 1991.
 OA0824
 OA0824.The geoid height was determined by GEOID03.
 OA0824
 OA0824.The dynamic height is computed by dividing the NAVD 88
 OA0824.geopotential number by the normal gravity value computed on the
 OA0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0824.degrees latitude (g = 980.6199 gals.).
 OA0824
 OA0824.The modeled gravity was interpolated from observed gravity values.
 OA0824
 OA0824;                    North         East    Units  Estimated Accuracy
 OA0824;SPC OR S     -    98,620.    1,179,330.      MT  (+/- 180 meters Scaled)
 OA0824
 OA0824                          SUPERSEDED SURVEY CONTROL
 OA0824
 OA0824.No superseded survey control is available for this station.
 OA0824
 OA0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN847048(NAD 83)
 OA0824_MARKER: I = METAL ROD
 OA0824_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OA0824_SP_SET: STAINLESS STEEL ROD
 OA0824_STAMPING: C 745 1988
 OA0824_MARK LOGO: NGS   
 OA0824_PROJECTION: FLUSH
 OA0824_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OA0824+STABILITY: POSITION/ELEVATION WELL
 OA0824_ROD/PIPE-DEPTH: 4.3  meters
 OA0824
 OA0824  HISTORY     - Date     Condition        Report By
 OA0824  HISTORY     - 1988     MONUMENTED       NGS
 OA0824  HISTORY     - 20021009 MARK NOT FOUND   USPSQD
 OA0824
 OA0824                          STATION DESCRIPTION
 OA0824
 OA0824'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 OA0824'10.0 KM (6.20 MI) NORTH FROM GOLD BEACH.
 OA0824'1.6 KM (1.00 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE COURTHOUSE
 OA0824'IN GOLD BEACH, THENCE 8.4 KM (5.20 MI) NORTHERLY ALONG COUNTY ROAD
 OA0824'540, AND 9.5 M (31.2 FT) NORTHEAST OF THE CENTERLINE OF THE ROAD.
 OA0824'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OA0824'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 OA0824'THE MARK IS 0.3 M ABOVE THE ROAD.
 OA0824
 OA0824                          STATION RECOVERY (2002)
 OA0824
 OA0824'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 OA0824'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0851 ***********************************************************************
 OA0851  DESIGNATION -  C 746
 OA0851  PID         -  OA0851
 OA0851  STATE/COUNTY-  OR/CURRY
 OA0851  USGS QUAD   -  MACK POINT (1985)
 OA0851
 OA0851                         *CURRENT SURVEY CONTROL
 OA0851  ___________________________________________________________________
 OA0851* NAD 83(1986)-  42 14 35.     (N)    124 23 27.     (W)     SCALED    
 OA0851* NAVD 88     -       100.878  (meters)     330.96   (feet)  ADJUSTED  
 OA0851  ___________________________________________________________________
 OA0851  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 OA0851  DYNAMIC HT  -         100.847 (meters)     330.86  (feet)  COMP
 OA0851  MODELED GRAV-     980,314.3   (mgal)                       NAVD 88
 OA0851
 OA0851  VERT ORDER  -  FIRST     CLASS II
 OA0851
 OA0851.The horizontal coordinates were scaled from a topographic map and have
 OA0851.an estimated accuracy of +/- 6 seconds.
 OA0851
 OA0851.The orthometric height was determined by differential leveling
 OA0851.and adjusted in June 1991.
 OA0851
 OA0851.The geoid height was determined by GEOID03.
 OA0851
 OA0851.The dynamic height is computed by dividing the NAVD 88
 OA0851.geopotential number by the normal gravity value computed on the
 OA0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0851.degrees latitude (g = 980.6199 gals.).
 OA0851
 OA0851.The modeled gravity was interpolated from observed gravity values.
 OA0851
 OA0851;                    North         East    Units  Estimated Accuracy
 OA0851;SPC OR S     -    71,490.    1,178,980.      MT  (+/- 180 meters Scaled)
 OA0851
 OA0851                          SUPERSEDED SURVEY CONTROL
 OA0851
 OA0851.No superseded survey control is available for this station.
 OA0851
 OA0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCM852776(NAD 83)
 OA0851_MARKER: I = METAL ROD
 OA0851_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OA0851_SP_SET: STAINLESS STEEL ROD
 OA0851_STAMPING: C 746 1988
 OA0851_MARK LOGO: NGS   
 OA0851_PROJECTION: FLUSH
 OA0851_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OA0851+STABILITY: POSITION/ELEVATION WELL
 OA0851_ROD/PIPE-DEPTH: 9.7  meters
 OA0851
 OA0851  HISTORY     - Date     Condition        Report By
 OA0851  HISTORY     - 1988     MONUMENTED       NGS
 OA0851
 OA0851                          STATION DESCRIPTION
 OA0851
 OA0851'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 OA0851'21.7 KM (13.50 MI) SOUTH FROM GOLD BEACH.
 OA0851'15.2 KM (9.45 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE COURTHOUSE
 OA0851'IN GOLD BEACH, THENCE 6.5 KM (4.05 MI) SOUTHERLY ALONG PISTOL RIVER
 OA0851'AND CARPENTERVILLE ROAD, AT THE SOUTH END OF A HIGHWAY PULLOUT, 43.0
 OA0851'M (141.1 FT) SOUTH-SOUTHWEST THE CENTER OF A POWERLINE CROSSING, 22.0
 OA0851'M (72.2 FT) SOUTHEAST OF A UTILITY POLE, 16.1 M (52.8 FT) WEST OF THE
 OA0851'CENTERLINE OF THE ROAD, AND 1.6 M (5.2 FT) SOUTH OF THE EXTENDED
 OA0851'CENTER OF A TRACK ROAD LEADING NORTHEAST. NOTE--ACCESS TO DATUM POINT
 OA0851'IS HAD THROUGH A 5-INCH LOGO CAP.
 OA0851'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 OA0851'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0881 ***********************************************************************
 NZ0881  DESIGNATION -  C 747
 NZ0881  PID         -  NZ0881
 NZ0881  STATE/COUNTY-  OR/DOUGLAS
 NZ0881  USGS QUAD   -  CANYONVILLE (1986)
 NZ0881
 NZ0881                         *CURRENT SURVEY CONTROL
 NZ0881  ___________________________________________________________________
 NZ0881* NAD 83(1986)-  42 56 29.     (N)    123 20 43.     (W)     SCALED    
 NZ0881* NAVD 88     -       198.227  (meters)     650.35   (feet)  ADJUSTED  
 NZ0881  ___________________________________________________________________
 NZ0881  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 NZ0881  DYNAMIC HT  -         198.172 (meters)     650.17  (feet)  COMP
 NZ0881  MODELED GRAV-     980,338.6   (mgal)                       NAVD 88
 NZ0881
 NZ0881  VERT ORDER  -  FIRST     CLASS II
 NZ0881
 NZ0881.The horizontal coordinates were scaled from a topographic map and have
 NZ0881.an estimated accuracy of +/- 6 seconds.
 NZ0881
 NZ0881.The orthometric height was determined by differential leveling
 NZ0881.and adjusted in June 1991.
 NZ0881
 NZ0881.The geoid height was determined by GEOID03.
 NZ0881
 NZ0881.The dynamic height is computed by dividing the NAVD 88
 NZ0881.geopotential number by the normal gravity value computed on the
 NZ0881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0881.degrees latitude (g = 980.6199 gals.).
 NZ0881
 NZ0881.The modeled gravity was interpolated from observed gravity values.
 NZ0881
 NZ0881;                    North         East    Units  Estimated Accuracy
 NZ0881;SPC OR S     -   145,540.    1,267,840.      MT  (+/- 180 meters Scaled)
 NZ0881
 NZ0881                          SUPERSEDED SURVEY CONTROL
 NZ0881
 NZ0881.No superseded survey control is available for this station.
 NZ0881
 NZ0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN718543(NAD 83)
 NZ0881_MARKER: DB = BENCH MARK DISK
 NZ0881_SETTING: 66 = SET IN ROCK OUTCROP
 NZ0881_SP_SET: BEDROCK
 NZ0881_STAMPING: C 747 1987
 NZ0881_MARK LOGO: NGS   
 NZ0881_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NZ0881+STABILITY: POSITION/ELEVATION WELL
 NZ0881
 NZ0881  HISTORY     - Date     Condition        Report By
 NZ0881  HISTORY     - 1987     MONUMENTED       NGS
 NZ0881
 NZ0881                          STATION DESCRIPTION
 NZ0881
 NZ0881'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 NZ0881'2.5 KM (1.55 MI) EAST FROM RIDDLE.
 NZ0881'0.3 KM (0.20 MI) SOUTHEASTERLY ALONG MAIN STREET FROM THE JUNCTION OF
 NZ0881'THE SOUTHERN PACIFIC RAILROAD IN RIDDLE, THENCE 2.2 KM (1.35 MI)
 NZ0881'EASTERLY ALONG FIRST AVENUE (COUNTY ROAD 20 A), NEAR THE NORTHEAST
 NZ0881'END OF A LARGE AREA OF OUTCROPPING BEDROCK ALONG THE NORTH BANK OF
 NZ0881'COW CREEK, ACROSS THE ROAD FROM A SMALL SHALE PIT AND PARKING AREA,
 NZ0881'20.1 M (65.9 FT) SOUTHWEST OF THE EXTENDED CENTER OF A DRIVEWAY
 NZ0881'LEADING EAST, 17.3 M (56.8 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF
 NZ0881'THE ROAD, AND 5.6 M (18.4 FT) WEST OF THE RIVERS EDGE.
 NZ0881'THE MARK IS 5.0 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0912 ***********************************************************************
 NZ0912  DESIGNATION -  C 748
 NZ0912  PID         -  NZ0912
 NZ0912  STATE/COUNTY-  OR/JOSEPHINE
 NZ0912  USGS QUAD   -  GOLDEN (1996)
 NZ0912
 NZ0912                         *CURRENT SURVEY CONTROL
 NZ0912  ___________________________________________________________________
 NZ0912* NAD 83(1986)-  42 44 03.     (N)    123 22 16.     (W)     SCALED    
 NZ0912* NAVD 88     -       553.600  (meters)    1816.27   (feet)  ADJUSTED  
 NZ0912  ___________________________________________________________________
 NZ0912  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 NZ0912  DYNAMIC HT  -         553.417 (meters)    1815.67  (feet)  COMP
 NZ0912  MODELED GRAV-     980,272.6   (mgal)                       NAVD 88
 NZ0912
 NZ0912  VERT ORDER  -  FIRST     CLASS II
 NZ0912
 NZ0912.The horizontal coordinates were scaled from a topographic map and have
 NZ0912.an estimated accuracy of +/- 6 seconds.
 NZ0912
 NZ0912.The orthometric height was determined by differential leveling
 NZ0912.and adjusted in June 1991.
 NZ0912
 NZ0912.The geoid height was determined by GEOID03.
 NZ0912
 NZ0912.The dynamic height is computed by dividing the NAVD 88
 NZ0912.geopotential number by the normal gravity value computed on the
 NZ0912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0912.degrees latitude (g = 980.6199 gals.).
 NZ0912
 NZ0912.The modeled gravity was interpolated from observed gravity values.
 NZ0912
 NZ0912;                    North         East    Units  Estimated Accuracy
 NZ0912;SPC OR S     -   122,610.    1,264,940.      MT  (+/- 180 meters Scaled)
 NZ0912
 NZ0912                          SUPERSEDED SURVEY CONTROL
 NZ0912
 NZ0912.No superseded survey control is available for this station.
 NZ0912
 NZ0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN696313(NAD 83)
 NZ0912_MARKER: DB = BENCH MARK DISK
 NZ0912_SETTING: 66 = SET IN ROCK OUTCROP
 NZ0912_SP_SET: BEDROCK
 NZ0912_STAMPING: C 748 1987
 NZ0912_MARK LOGO: NGS   
 NZ0912_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NZ0912+STABILITY: POSITION/ELEVATION WELL
 NZ0912
 NZ0912  HISTORY     - Date     Condition        Report By
 NZ0912  HISTORY     - 1987     MONUMENTED       NGS
 NZ0912
 NZ0912                          STATION DESCRIPTION
 NZ0912
 NZ0912'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 NZ0912'13.8 KM (8.55 MI) NORTH FROM SUNNY VALLEY.
 NZ0912'13.8 KM (8.60 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 5 FROM THE
 NZ0912'JUNCTION OF LARIAT DRIVE IN SUNNY VALLEY, IN A LEDGE AT THE BASE OF A
 NZ0912'LARGE VERTICAL EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 0.3 KM
 NZ0912'(0.20 MI) NORTH OF THE SUMMIT OF STAGE ROAD PASS, 55.0 M (180.4 FT)
 NZ0912'SOUTH OF THE NORTH END OF THE CUT AND A HIGHWAY INFORMATION SIGN, AND
 NZ0912'17.1 M (56.1 FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF
 NZ0912'THE HIGHWAY.
 NZ0912'THE MARK IS 0.4 METERS  S FROM  A WITNESS POST
 NZ0912'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0752 ***********************************************************************
 PC0752  DESIGNATION -  C 749
 PC0752  PID         -  PC0752
 PC0752  STATE/COUNTY-  OR/DOUGLAS
 PC0752  USGS QUAD   -  SUTHERLIN (1988)
 PC0752
 PC0752                         *CURRENT SURVEY CONTROL
 PC0752  ___________________________________________________________________
 PC0752* NAD 83(2007)-  43 28 30.01227(N)    123 19 03.12337(W)     NO CHECK  
 PC0752* NAVD 88     -       147.101  (meters)     482.61   (feet)  ADJUSTED  
 PC0752  ___________________________________________________________________
 PC0752  EPOCH DATE  -        2007.00
 PC0752  X           -  -2,546,396.971 (meters)                     COMP
 PC0752  Y           -  -3,873,934.813 (meters)                     COMP
 PC0752  Z           -   4,366,032.108 (meters)                     COMP
 PC0752  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 PC0752  ELLIP HEIGHT-         123.908 (meters)          (02/10/07) NO CHECK
 PC0752  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 PC0752  DYNAMIC HT  -         147.076 (meters)     482.53  (feet)  COMP
 PC0752
 PC0752  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 PC0752  Type    PID    Designation                      North   East  Ellip
 PC0752  -------------------------------------------------------------------
 PC0752  NETWORK PC0752 C 749                             0.78   0.57   1.53
 PC0752  -------------------------------------------------------------------
 PC0752  MODELED GRAV-     980,452.5   (mgal)                       NAVD 88
 PC0752
 PC0752  VERT ORDER  -  FIRST     CLASS II
 PC0752
 PC0752.The horizontal coordinates were established by GPS observations
 PC0752.and adjusted by the National Geodetic Survey in February 2007.
 PC0752
 PC0752.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 PC0752.See www.ngs.noaa.gov/NationalReadjustment for more information.
 PC0752.No horizontal observational check was made to the station.
 PC0752.The horizontal coordinates are valid at the epoch date displayed above.
 PC0752.The epoch date for horizontal control is a decimal equivalence
 PC0752.of Year/Month/Day.
 PC0752
 PC0752.The orthometric height was determined by differential leveling
 PC0752.and adjusted in June 1991.
 PC0752
 PC0752.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PC0752
 PC0752.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC0752
 PC0752.The ellipsoidal height was determined by GPS observations
 PC0752.and is referenced to NAD 83.
 PC0752
 PC0752.The geoid height was determined by GEOID03.
 PC0752
 PC0752.The dynamic height is computed by dividing the NAVD 88
 PC0752.geopotential number by the normal gravity value computed on the
 PC0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0752.degrees latitude (g = 980.6199 gals.).
 PC0752
 PC0752.The modeled gravity was interpolated from observed gravity values.
 PC0752
 PC0752;                    North         East     Units Scale Factor Converg.
 PC0752;SPC OR S     -   204,709.939 1,272,096.972   MT  0.99990888   -1 55 39.4
 PC0752;SPC OR S     -   671,620.53  4,173,546.50   iFT  0.99990888   -1 55 39.4
 PC0752;UTM  10      - 4,813,614.278   474,318.560   MT  0.99960811   -0 13 06.5
 PC0752
 PC0752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC0752!SPC OR S     -   0.99998057  x   0.99990888  =   0.99988945
 PC0752!UTM  10      -   0.99998057  x   0.99960811  =   0.99958869
 PC0752
 PC0752                          SUPERSEDED SURVEY CONTROL
 PC0752
 PC0752  NAD 83(1998)-  43 28 30.00982(N)    123 19 03.12363(W) AD(       ) 3
 PC0752  ELLIP H (10/11/01)  123.912  (m)                       GP(       ) 4 2
 PC0752  NAD 83(1991)-  43 28 30.00770(N)    123 19 03.12224(W) AD(       ) 3
 PC0752  ELLIP H (06/25/98)  124.115  (m)                       GP(       ) 4 2
 PC0752  NAVD 88 (06/25/98)  147.10   (m)          482.6    (f) LEVELING    3  
 PC0752
 PC0752.Superseded values are not recommended for survey control.
 PC0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0752.See file dsdata.txt to determine how the superseded data were derived.
 PC0752
 PC0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP7431913614(NAD 83)
 PC0752_MARKER: I = METAL ROD
 PC0752_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PC0752_SP_SET: STAINLESS STEEL ROD
 PC0752_STAMPING: C 749 1987
 PC0752_MARK LOGO: NGS   
 PC0752_PROJECTION: FLUSH
 PC0752_MAGNETIC: N = NO MAGNETIC MATERIAL
 PC0752_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PC0752_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PC0752+SATELLITE: SATELLITE OBSERVATIONS - October 15, 1997
 PC0752_ROD/PIPE-DEPTH: 7.1  meters
 PC0752
 PC0752  HISTORY     - Date     Condition        Report By
 PC0752  HISTORY     - 1987     MONUMENTED       NGS
 PC0752  HISTORY     - 19971015 GOOD             NGS
 PC0752
 PC0752                          STATION DESCRIPTION
 PC0752
 PC0752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PC0752'6.9 KM (4.30 MI) NORTH FROM OAKLAND.
 PC0752'2.4 KM (1.50 MI) NORTHERLY ALONG STATE HIGHWAY 99 FROM THE JUNCTION OF
 PC0752'LOCUST STREET IN OAKLAND, THENCE 4.5 KM (2.80 MI) NORTHERLY ALONG
 PC0752'INTERSTATE HIGHWAY 5, 66.8 M (219.2 FT) SOUTHEAST OF THE SOUTHWEST
 PC0752'CORNER OF A BOX CULVERT UNDER A GRAVELED ROAD, 25.0 M (82.0 FT)
 PC0752'NORTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY,
 PC0752'7.5 M (24.6 FT) SOUTHWEST OF THE CENTER OF A GRAVELED ROAD, AND 1.6 M
 PC0752'(5.2 FT) NORTHWEST OF A SUPPORT POST IN A FENCE LINE. NOTE--ACCESS TO
 PC0752'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PC0752'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 PC0752'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 PC0752
 PC0752                          STATION RECOVERY (1997)
 PC0752
 PC0752'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 PC0752'THE STATION IS LOCATED ABOUT 4.O MI NORTH OF OAKLAND, ALONG THE EAST
 PC0752'EDGE OF THE NORTHBOUND LANES OF U S INTERSTATE HIGHWAY 5 AND JUST
 PC0752'SOUTH OF A REST AREA FOR THE SOUTHBOUND LANES OF THE INTERSTATE.
 PC0752'OWNERSHIP--OREGON DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION
 PC0752'FROM THE INTERSECTION OF U S INTERSTATE HIGHWAY 5 AND THE METZ HILL
 PC0752'OVERPASS (EXIT 140) GO NORTHERLY FOR 1.1 MI (1.8 KM) ALONG THE
 PC0752'NORTHBOUND LANES OF THE INTERSTATE TO THE STATION ON THE RIGHT IN A
 PC0752'FENCEROW AND JUST NORTH OF A WOODEN BRACE POST.  THE STATION IS
 PC0752'LOCATED 82.7 FT (25.2 M) EAST OF THE CENTER OF THE NORTHBOUND LANES OF
 PC0752'THE INTERSTATE HIGHWAY, 23.9 FT (7.3 M) WEST OF THE CENTER OF A PAVED
 PC0752'ROAD, 5.3 FT (1.6 M) NORTH OF THEN NORTHERN 1 OF 3 WOODEN BRACE POSTS,
 PC0752'1.5 FT (0.5 M) WEST OF A BARB WIRE FENCE, 0.5 FT (15.2 CM) WEST OF A
 PC0752'FIBERGLASS WITNESS POST, AND THE LOGO CAP IS FLUSH WITH THE GROUND
 PC0752'SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0099 ***********************************************************************
 NZ0099  DESIGNATION -  C 75
 NZ0099  PID         -  NZ0099
 NZ0099  STATE/COUNTY-  OR/JACKSON
 NZ0099  USGS QUAD   -  LITTLE CHINQUAPIN MOUNTAIN (1988)
 NZ0099
 NZ0099                         *CURRENT SURVEY CONTROL
 NZ0099  ___________________________________________________________________
 NZ0099* NAD 83(1986)-  42 07 41.     (N)    122 16 23.     (W)     SCALED    
 NZ0099* NAVD 88     -      1330.738  (meters)    4365.93   (feet)  ADJUSTED  
 NZ0099  ___________________________________________________________________
 NZ0099  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 NZ0099  DYNAMIC HT  -        1329.917 (meters)    4363.24  (feet)  COMP
 NZ0099  MODELED GRAV-     979,958.7   (mgal)                       NAVD 88
 NZ0099
 NZ0099  VERT ORDER  -  SECOND    CLASS 0
 NZ0099
 NZ0099.The horizontal coordinates were scaled from a topographic map and have
 NZ0099.an estimated accuracy of +/- 6 seconds.
 NZ0099
 NZ0099.The orthometric height was determined by differential leveling
 NZ0099.and adjusted in June 1991.
 NZ0099
 NZ0099.The geoid height was determined by GEOID03.
 NZ0099
 NZ0099.The dynamic height is computed by dividing the NAVD 88
 NZ0099.geopotential number by the normal gravity value computed on the
 NZ0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0099.degrees latitude (g = 980.6199 gals.).
 NZ0099
 NZ0099.The modeled gravity was interpolated from observed gravity values.
 NZ0099
 NZ0099;                    North         East    Units  Estimated Accuracy
 NZ0099;SPC OR S     -    52,810.    1,353,400.      MT  (+/- 180 meters Scaled)
 NZ0099
 NZ0099                          SUPERSEDED SURVEY CONTROL
 NZ0099
 NZ0099  NGVD 29 (??/??/92) 1329.572  (m)         4362.10   (f) ADJ UNCH    2 0
 NZ0099
 NZ0099.Superseded values are not recommended for survey control.
 NZ0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0099.See file dsdata.txt to determine how the superseded data were derived.
 NZ0099
 NZ0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM600642(NAD 83)
 NZ0099_MARKER: DB = BENCH MARK DISK
 NZ0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NZ0099_STAMPING: 4361.724 C 75 1931
 NZ0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0099+STABILITY: SURFACE MOTION
 NZ0099
 NZ0099  HISTORY     - Date     Condition        Report By
 NZ0099  HISTORY     - 1931     MONUMENTED       CGS
 NZ0099  HISTORY     - 19880415 MARK NOT FOUND   NGS
 NZ0099
 NZ0099                          STATION DESCRIPTION
 NZ0099
 NZ0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 NZ0099'5.3 MI E FROM PINEHURST.
 NZ0099'IN KLAMATH COUNTY, ABOUT 5.3 MILES EAST ALONG THE GREEN SPRINGS
 NZ0099'HIGHWAY (OREGON 66) FROM PINEHURST, JACKSON COUNTY, AT PARKER SUMMIT,
 NZ0099'NEAR THE EAST END OF A HIGHWAY-MAINTENANCE GRAVEL PILE, AT THE
 NZ0099'JUNCTION OF A ROAD LEADING SOUTH, 29-1/2 FEET SOUTH OF THE CENTER LINE
 NZ0099'OF THE HIGHWAY, AND 18 FEET EAST OF THE SIDE ROAD.  A STANDARD DISK,
 NZ0099'STAMPED 4361.724 C 75 1931 AND SET IN THE TOP OF A CONCRETE POST
 NZ0099'PROJECTING ABOUT 10 INCHES ABOVE GROUND.
 NZ0099
 NZ0099                          STATION RECOVERY (1988)
 NZ0099
 NZ0099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 NZ0099'THERE HAS BEEN EXTENSIVE GRADEING AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0722 ***********************************************************************
 OA0722  DESIGNATION -  C 750
 OA0722  PID         -  OA0722
 OA0722  STATE/COUNTY-  OR/COOS
 OA0722  USGS QUAD   -  BRIDGE (1971)
 OA0722
 OA0722                         *CURRENT SURVEY CONTROL
 OA0722  ___________________________________________________________________
 OA0722* NAD 83(1986)-  43 01 25.     (N)    124 04 57.     (W)     SCALED    
 OA0722* NAVD 88     -        27.674  (meters)      90.79   (feet)  ADJUSTED  
 OA0722  ___________________________________________________________________
 OA0722  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 OA0722  DYNAMIC HT  -          27.669 (meters)      90.78  (feet)  COMP
 OA0722  MODELED GRAV-     980,447.1   (mgal)                       NAVD 88
 OA0722
 OA0722  VERT ORDER  -  FIRST     CLASS II
 OA0722
 OA0722.The horizontal coordinates were scaled from a topographic map and have
 OA0722.an estimated accuracy of +/- 6 seconds.
 OA0722
 OA0722.The orthometric height was determined by differential leveling
 OA0722.and adjusted in June 1991.
 OA0722
 OA0722.The geoid height was determined by GEOID03.
 OA0722
 OA0722.The dynamic height is computed by dividing the NAVD 88
 OA0722.geopotential number by the normal gravity value computed on the
 OA0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0722.degrees latitude (g = 980.6199 gals.).
 OA0722
 OA0722.The modeled gravity was interpolated from observed gravity values.
 OA0722
 OA0722;                    North         East    Units  Estimated Accuracy
 OA0722;SPC OR S     -   156,980.    1,208,110.      MT  (+/- 180 meters Scaled)
 OA0722
 OA0722                          SUPERSEDED SURVEY CONTROL
 OA0722
 OA0722.No superseded survey control is available for this station.
 OA0722
 OA0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN118640(NAD 83)
 OA0722_MARKER: I = METAL ROD
 OA0722_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OA0722_SP_SET: STAINLESS STEEL ROD
 OA0722_STAMPING: C 750 1987
 OA0722_MARK LOGO: NGS   
 OA0722_PROJECTION: FLUSH
 OA0722_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OA0722_ROD/PIPE-DEPTH: 3.5  meters
 OA0722
 OA0722  HISTORY     - Date     Condition        Report By
 OA0722  HISTORY     - 1987     MONUMENTED       NGS
 OA0722  HISTORY     - 1988     GOOD             USPSQD
 OA0722
 OA0722                          STATION DESCRIPTION
 OA0722
 OA0722'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 OA0722'7.9 KM (4.90 MI) SE FROM MYRTLE POINT.
 OA0722'7.9 KM (4.90 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 42 FROM THE
 OA0722'JUNCTION OF SPRUCE STREET IN MYRTLE POINT, 54.6 M (179.1 FT)
 OA0722'SOUTHWEST OF THE SOUTHWEST END OF A HIGHWAY BRIDGE SPANNING THE
 OA0722'MIDDLE FORK OF THE COQUILLE RIVER, 8.7 M (28.5 FT) SOUTHEAST OF THE
 OA0722'CENTERLINE OF THE HIGHWAY, 4.4 M (14.4 FT) NORTHEAST OF THE CENTER OF
 OA0722'A FIELD ENTRANCE, 3.0 M (9.8 FT) NORTH OF THE SOUTH END OF A
 OA0722'GUARDRAIL, AND 0.7 M (2.3 FT) EAST OF A GUARDRAIL. NOTE--ACCESS TO
 OA0722'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OA0722'THE MARK IS 0.2 METERS  NW FROM  A WITNESS POST
 OA0722'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 OA0722
 OA0722                          STATION RECOVERY (1988)
 OA0722
 OA0722'RECOVERY NOTE BY US POWER SQUADRON 1988 (AS)
 OA0722'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0614 ***********************************************************************
 OA0614  DESIGNATION -  C 751
 OA0614  PID         -  OA0614
 OA0614  STATE/COUNTY-  OR/COOS
 OA0614  USGS QUAD   -  COOS BAY (1975)
 OA0614
 OA0614                         *CURRENT SURVEY CONTROL
 OA0614  ___________________________________________________________________
 OA0614* NAD 83(1986)-  43 17 45.     (N)    124 12 55.     (W)     SCALED    
 OA0614* NAVD 88     -         5.081  (meters)      16.67   (feet)  ADJUSTED  
 OA0614  ___________________________________________________________________
 OA0614  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 OA0614  DYNAMIC HT  -           5.080 (meters)      16.67  (feet)  COMP
 OA0614  MODELED GRAV-     980,473.1   (mgal)                       NAVD 88
 OA0614
 OA0614  VERT ORDER  -  FIRST     CLASS II
 OA0614
 OA0614.The horizontal coordinates were scaled from a topographic map and have
 OA0614.an estimated accuracy of +/- 6 seconds.
 OA0614
 OA0614.The orthometric height was determined by differential leveling
 OA0614.and adjusted in June 1991.
 OA0614
 OA0614.The geoid height was determined by GEOID03.
 OA0614
 OA0614.The dynamic height is computed by dividing the NAVD 88
 OA0614.geopotential number by the normal gravity value computed on the
 OA0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0614.degrees latitude (g = 980.6199 gals.).
 OA0614
 OA0614.The modeled gravity was interpolated from observed gravity values.
 OA0614
 OA0614;                    North         East    Units  Estimated Accuracy
 OA0614;SPC OR S     -   187,660.    1,198,640.      MT  (+/- 180 meters Scaled)
 OA0614
 OA0614                          SUPERSEDED SURVEY CONTROL
 OA0614
 OA0614.No superseded survey control is available for this station.
 OA0614
 OA0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN014943(NAD 83)
 OA0614_MARKER: I = METAL ROD
 OA0614_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OA0614_SP_SET: STAINLESS STEEL ROD
 OA0614_STAMPING: C 751 1987
 OA0614_MARK LOGO: NGS   
 OA0614_PROJECTION: FLUSH
 OA0614_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OA0614_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OA0614+SATELLITE: SATELLITE OBSERVATIONS - January 17, 2003
 OA0614_ROD/PIPE-DEPTH: 9.6  meters
 OA0614
 OA0614  HISTORY     - Date     Condition        Report By
 OA0614  HISTORY     - 1987     MONUMENTED       NGS
 OA0614  HISTORY     - 20030117 GOOD             HARDEY
 OA0614
 OA0614                          STATION DESCRIPTION
 OA0614
 OA0614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 OA0614'9.3 KM (5.80 MI) SOUTH FROM COOS BAY.
 OA0614'9.3 KM (5.80 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM ITS JUNCTION
 OA0614'WITH COMMERCIAL AVENUE IN COOS BAY, 29.0 M (95.1 FT) NORTHEAST OF THE
 OA0614'EXTENDED CENTER OF A PAVED ROAD LEADING NORTHWEST, 6.8 M (22.3 FT)
 OA0614'SOUTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY,
 OA0614'5.0 M (16.4 FT) NORTHWEST OF THE NEAR RAIL OF THE SOUTHERN PACIFIC
 OA0614'RAILROAD, AND 1.0 M (3.3 FT) EAST OF UTILITY POLE NUMBER 23 1040.
 OA0614'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OA0614'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 OA0614'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 OA0614
 OA0614                          STATION RECOVERY (2003)
 OA0614
 OA0614'RECOVERY NOTE BY HARDEY ENGINEERING AND ASSOCIATES 2003 (WPC)
 OA0614'LAT 43 17'45.91 LON 124 12'56.28
 OA0614''PAVED ROAD LEADING NORTHWEST' IS SOUTH PORT ROAD
 OA0614'UTILITY POLE NUMBERS HAVE BEEN CHANGED - NEW NUMBER IS VZ10805
 OA0614'LOCATED AT MILEPOST 244, AT THE INTERSECTION OF HWY 101 AND HWY 42
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1539 ***********************************************************************
 QD1539  DESIGNATION -  C 752
 QD1539  PID         -  QD1539
 QD1539  STATE/COUNTY-  OR/DESCHUTES
 QD1539  USGS QUAD   -  FORKED HORN BUTTE (1962)
 QD1539
 QD1539                         *CURRENT SURVEY CONTROL
 QD1539  ___________________________________________________________________
 QD1539* NAD 83(1986)-  44 14 33.     (N)    121 11 31.     (W)     SCALED    
 QD1539* NAVD 88     -       930.853  (meters)    3053.97   (feet)  ADJUSTED  
 QD1539  ___________________________________________________________________
 QD1539  GEOID HEIGHT-         -21.15  (meters)                     GEOID03
 QD1539  DYNAMIC HT  -         930.534 (meters)    3052.93  (feet)  COMP
 QD1539  MODELED GRAV-     980,244.8   (mgal)                       NAVD 88
 QD1539
 QD1539  VERT ORDER  -  FIRST     CLASS II
 QD1539
 QD1539.The horizontal coordinates were scaled from a topographic map and have
 QD1539.an estimated accuracy of +/- 6 seconds.
 QD1539
 QD1539.The orthometric height was determined by differential leveling
 QD1539.and adjusted in June 1991.
 QD1539
 QD1539.The geoid height was determined by GEOID03.
 QD1539
 QD1539.The dynamic height is computed by dividing the NAVD 88
 QD1539.geopotential number by the normal gravity value computed on the
 QD1539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1539.degrees latitude (g = 980.6199 gals.).
 QD1539
 QD1539.The modeled gravity was interpolated from observed gravity values.
 QD1539
 QD1539;                    North         East    Units  Estimated Accuracy
 QD1539;SPC OR S     -   286,380.    1,444,730.      MT  (+/- 180 meters Scaled)
 QD1539
 QD1539                          SUPERSEDED SURVEY CONTROL
 QD1539
 QD1539.No superseded survey control is available for this station.
 QD1539
 QD1539_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ443003(NAD 83)
 QD1539_MARKER: DV = VERTICAL CONTROL DISK
 QD1539_SETTING: 66 = SET IN ROCK OUTCROP
 QD1539_SP_SET: IN A DRILL HOLE IN BEDROCK
 QD1539_STAMPING: C 752 1988
 QD1539_MARK LOGO: NGS   
 QD1539_MAGNETIC: N = NO MAGNETIC MATERIAL
 QD1539_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QD1539+STABILITY: POSITION/ELEVATION WELL
 QD1539
 QD1539  HISTORY     - Date     Condition        Report By
 QD1539  HISTORY     - 1988     MONUMENTED       NGS
 QD1539
 QD1539                          STATION DESCRIPTION
 QD1539
 QD1539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 QD1539'3.3 KM (2.05 MI) SOUTHERLY ALONG U.S. HIGHWAY 97 FROM THE JUNCTION OF
 QD1539'STATE HIGHWAY 126 IN REDMOND, IN THE NORTHEASTERN 1/3 OF A LEDGE AT
 QD1539'THE BASE OF A LARGE AREA OUTCROPPING LAVA, 0.5 KM (0.30 MI) SOUTH OF
 QD1539'THE INTERSECTION OF YEN AVENUE, 56.7 M (186.0 FT) SOUTHEAST OF THE
 QD1539'CENTERLINE OF THE HIGHWAY, 2.1 M (6.9 FT) WEST OF A METAL FENCE POST,
 QD1539'0.4 M (1.3 FT) NORTH OF A WITNESS POST, AND LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1467 ***********************************************************************
 QD1467  DESIGNATION -  C 753
 QD1467  PID         -  QD1467
 QD1467  STATE/COUNTY-  OR/CROOK
 QD1467  USGS QUAD   -  CADLE BUTTE (1992)
 QD1467
 QD1467                         *CURRENT SURVEY CONTROL
 QD1467  ___________________________________________________________________
 QD1467* NAD 83(1986)-  44 18 26.     (N)    120 37 08.     (W)     SCALED    
 QD1467* NAVD 88     -       981.414  (meters)    3219.86   (feet)  ADJUSTED  
 QD1467  ___________________________________________________________________
 QD1467  GEOID HEIGHT-         -19.95  (meters)                     GEOID03
 QD1467  DYNAMIC HT  -         981.079 (meters)    3218.76  (feet)  COMP
 QD1467  MODELED GRAV-     980,243.7   (mgal)                       NAVD 88
 QD1467
 QD1467  VERT ORDER  -  FIRST     CLASS II
 QD1467
 QD1467.The horizontal coordinates were scaled from a topographic map and have
 QD1467.an estimated accuracy of +/- 6 seconds.
 QD1467
 QD1467.The orthometric height was determined by differential leveling
 QD1467.and adjusted in June 1991.
 QD1467
 QD1467.The geoid height was determined by GEOID03.
 QD1467
 QD1467.The dynamic height is computed by dividing the NAVD 88
 QD1467.geopotential number by the normal gravity value computed on the
 QD1467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1467.degrees latitude (g = 980.6199 gals.).
 QD1467
 QD1467.The modeled gravity was interpolated from observed gravity values.
 QD1467
 QD1467;                    North         East    Units  Estimated Accuracy
 QD1467;SPC OR S     -   293,350.    1,490,510.      MT  (+/- 180 meters Scaled)
 QD1467
 QD1467                          SUPERSEDED SURVEY CONTROL
 QD1467
 QD1467.No superseded survey control is available for this station.
 QD1467
 QD1467_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ899087(NAD 83)
 QD1467_MARKER: I = METAL ROD
 QD1467_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QD1467+WITH SETTING: INFORMATION.
 QD1467_SP_SET: METAL ROD DRIVEN INTO GROUND
 QD1467_STAMPING: C 753 1988
 QD1467_MARK LOGO: NGS   
 QD1467_MAGNETIC: I = MARKER IS A STEEL ROD
 QD1467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QD1467_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QD1467+SATELLITE: SATELLITE OBSERVATIONS - 1988
 QD1467
 QD1467  HISTORY     - Date     Condition        Report By
 QD1467  HISTORY     - 1988     MONUMENTED       NGS
 QD1467
 QD1467                          STATION DESCRIPTION
 QD1467
 QD1467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 QD1467'19.5 KM (12.10 MI) EASTERLY ALONG U.S. HIGHWAY 26 FROM THE COURTHOUSE
 QD1467'IN PRINEVILLE, A METAL ROD DRIVEN 1.9 METERS AND FLUSH
 QD1467'WITH GROUND, 0.3 KM (0.20 MI) SOUTHWEST OF THE INTERSECTION OF A
 QD1467'GRAVELED ROAD LEADING SOUTHEAST TO A RANCH AND NORTHWEST TO A FRAME
 QD1467'HOUSE, 28.5 M (93.5 FT) SOUTHWEST OF A T-FENCE CORNER, 15.0 M
 QD1467'(49.2 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 0.5 M (1.6 FT)
 QD1467'ABOVE THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) SOUTHEAST OF A
 QD1467'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 QD1467'5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0641 ***********************************************************************
 OA0641  DESIGNATION -  C 754
 OA0641  PID         -  OA0641
 OA0641  STATE/COUNTY-  OR/COOS
 OA0641  USGS QUAD   -  CHARLESTON (1970)
 OA0641
 OA0641                         *CURRENT SURVEY CONTROL
 OA0641  ___________________________________________________________________
 OA0641* NAD 83(1986)-  43 21 34.     (N)    124 18 23.     (W)     SCALED    
 OA0641* NAVD 88     -        10.732  (meters)      35.21   (feet)  ADJUSTED  
 OA0641  ___________________________________________________________________
 OA0641  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 OA0641  DYNAMIC HT  -          10.730 (meters)      35.20  (feet)  COMP
 OA0641  MODELED GRAV-     980,459.8   (mgal)                       NAVD 88
 OA0641
 OA0641  VERT ORDER  -  FIRST     CLASS II
 OA0641
 OA0641.The horizontal coordinates were scaled from a topographic map and have
 OA0641.an estimated accuracy of +/- 6 seconds.
 OA0641
 OA0641.The orthometric height was determined by differential leveling
 OA0641.and adjusted in June 1991.
 OA0641
 OA0641.The geoid height was determined by GEOID03.
 OA0641
 OA0641.The dynamic height is computed by dividing the NAVD 88
 OA0641.geopotential number by the normal gravity value computed on the
 OA0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0641.degrees latitude (g = 980.6199 gals.).
 OA0641
 OA0641.The modeled gravity was interpolated from observed gravity values.
 OA0641
 OA0641;                    North         East    Units  Estimated Accuracy
 OA0641;SPC OR S     -   195,050.    1,191,580.      MT  (+/- 180 meters Scaled)
 OA0641
 OA0641                          SUPERSEDED SURVEY CONTROL
 OA0641
 OA0641.No superseded survey control is available for this station.
 OA0641
 OA0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCP941015(NAD 83)
 OA0641_MARKER: I = METAL ROD
 OA0641_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OA0641_SP_SET: STAINLESS STEEL ROD
 OA0641_STAMPING: C 754 1988
 OA0641_MARK LOGO: NGS   
 OA0641_PROJECTION: FLUSH
 OA0641_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OA0641_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OA0641+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2000
 OA0641_ROD/PIPE-DEPTH: 8.4  meters
 OA0641
 OA0641  HISTORY     - Date     Condition        Report By
 OA0641  HISTORY     - 1988     MONUMENTED       NGS
 OA0641  HISTORY     - 20000830 GOOD             EVANS
 OA0641
 OA0641                          STATION DESCRIPTION
 OA0641
 OA0641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 OA0641'3.2 KM (2.00 MI) NORTH FROM CHARLESTON.
 OA0641'3.2 KM (2.00 MI) NORTHERLY ALONG CAPE ARAGO HIGHWAY FROM THE JUNCTION
 OA0641'OF BOAT BASIN DRIVE IN CHARLESTON, 37.5 M (123.0 FT) NORTHWEST OF THE
 OA0641'CENTERLINE OF THE HIGHWAY, 17.6 M (57.7 FT) SOUTHWEST OF THE WEST
 OA0641'CORNER OF A DAIRY QUEEN RESTAURANT, 8.6 M (28.2 FT) NORTHWEST OF THE
 OA0641'CENTERLINE OF PIGEON POINT ROAD, 4.8 M (15.7 FT) SOUTHWEST OF UTILITY
 OA0641'POLE NUMBER 365542, 4.6 M (15.1 FT) NORTHEAST OF THE CENTER OF A
 OA0641'DRIVEWAY, AND 2.4 M (7.9 FT) WEST OF THE CENTER OF A WATER METER
 OA0641'COVER. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OA0641'THE MARK IS 0.4 METERS  SE FROM  A WITNESS POST AND FENCE
 OA0641'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 OA0641
 OA0641                          STATION RECOVERY (2000)
 OA0641
 OA0641'RECOVERY NOTE BY DAVID EVANS + ASSOC 2000
 OA0641'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AI2414 ***********************************************************************
 AI2414  DESIGNATION -  C 755 RESET
 AI2414  PID         -  AI2414
 AI2414  STATE/COUNTY-  OR/DOUGLAS
 AI2414  USGS QUAD   -  REEDSPORT (1985)
 AI2414
 AI2414                         *CURRENT SURVEY CONTROL
 AI2414  ___________________________________________________________________
 AI2414* NAD 83(1986)-  43 43 11.     (N)    124 06 17.     (W)     SCALED    
 AI2414* NAVD 88     -         3.39   (meters)      11.1    (feet)  RESET     
 AI2414  ___________________________________________________________________
 AI2414  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 AI2414  VERT ORDER  -  THIRD
 AI2414
 AI2414.The horizontal coordinates were scaled from a topographic map and have
 AI2414.an estimated accuracy of +/- 6 seconds.
 AI2414
 AI2414.The orthometric height was computed from unverified reset data.
 AI2414.No vertical observational check was made to the station.
 AI2414
 AI2414.The geoid height was determined by GEOID03.
 AI2414
 AI2414;                    North         East    Units  Estimated Accuracy
 AI2414;SPC OR S     -   234,310.    1,209,630.      MT  (+/- 180 meters Scaled)
 AI2414
 AI2414                          SUPERSEDED SURVEY CONTROL
 AI2414
 AI2414.No superseded survey control is available for this station.
 AI2414
 AI2414_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP110413(NAD 83)
 AI2414_MARKER: DV = VERTICAL CONTROL DISK
 AI2414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2414_STAMPING: C 755 RESET 1998
 AI2414_MARK LOGO: NGS   
 AI2414_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI2414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2414+STABILITY: SURFACE MOTION
 AI2414
 AI2414  HISTORY     - Date     Condition        Report By
 AI2414  HISTORY     - 1998     MONUMENTED       ORDT
 AI2414  HISTORY     - 20020729 MARK NOT FOUND   USPSQD
 AI2414
 AI2414                          STATION DESCRIPTION
 AI2414
 AI2414'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1998 (JMM)
 AI2414'THE STATION IS LOCATED ABOUT 2.1 KM (1.30 MI) NORTH OF REEDSPORT, 0.9
 AI2414'KM (0.55 MI) SOUTH ALONG U.S.  HIGHWAY 101 FROM THE INTERSECTION OF
 AI2414'PITT STREET IN THE COMMUNITY OF GARDINER, 0.48 KM (0.30 MI) NORTHWEST
 AI2414'OF THE NORTHWEST END OF THE SMITH RIVER BRIDGE, AND ABOUT HIGHWAY MILE
 AI2414'POST 210.16.  OWNERSHIP--OREGON STATE DEPARTMENT OF TRANSPORTATION.
 AI2414'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 101 AND STATE
 AI2414'HIGHWAY 38 IN REEDSPORT, GO NORTH ON HIGHWAY 101 FOR 1.29 KM (0.80 MI)
 AI2414'TO THE INTERSECTION OF SMITH RIVER ROAD. CONTINUE AHEAD ON HIGHWAY 101
 AI2414'FOR 1.19 KM (0.75 MI) TO THE STATION ON THE RIGHT.  THE STATION IS A
 AI2414'STANDARD DISK SET IN TOP OF A 30 CM SQUARE CONCRETE MONUMENT FLUSH
 AI2414'WITH THE GROUND.  IT IS 40.0 M (131.2 FT) NORTH FROM POWERPOLE NUMBER
 AI2414'AE271 26, 32.0 M (105.0 FT) NORTH FROM THE CENTER OF THE HIGHWAY, 17.0
 AI2414'M (55.8 FT) SOUTH FROM A POWERPOLE WITH METER, 16.0 M (52.5 FT) SOUTH
 AI2414'FROM A HATCHERY SIGN, 4.9 M (16.1 FT) EAST FROM THE CENTER OF THE
 AI2414'GRAVEL HATCHERY ROAD, 4.0 M (13.1 FT) WEST FROM THE CREEK DITCH, AND
 AI2414'0.86 M (2.82 FT) EAST FROM A FIBERGLASS WITNESS POST.
 AI2414
 AI2414                          STATION RECOVERY (2002)
 AI2414
 AI2414'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 AI2414' 
 AI2414' 
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0742 ***********************************************************************
 OA0742  DESIGNATION -  C 756
 OA0742  PID         -  OA0742
 OA0742  STATE/COUNTY-  OR/COOS
 OA0742  USGS QUAD   -  RIVERTON (1975)
 OA0742
 OA0742                         *CURRENT SURVEY CONTROL
 OA0742  ___________________________________________________________________
 OA0742* NAD 83(1986)-  43 11 08.     (N)    124 15 04.     (W)     SCALED    
 OA0742* NAVD 88     -        18.026  (meters)      59.14   (feet)  ADJUSTED  
 OA0742  ___________________________________________________________________
 OA0742  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 OA0742  DYNAMIC HT  -          18.023 (meters)      59.13  (feet)  COMP
 OA0742  MODELED GRAV-     980,450.7   (mgal)                       NAVD 88
 OA0742
 OA0742  VERT ORDER  -  FIRST     CLASS II
 OA0742
 OA0742.The horizontal coordinates were scaled from a topographic map and have
 OA0742.an estimated accuracy of +/- 6 seconds.
 OA0742
 OA0742.The orthometric height was determined by differential leveling
 OA0742.and adjusted in June 1991.
 OA0742
 OA0742.The geoid height was determined by GEOID03.
 OA0742
 OA0742.The dynamic height is computed by dividing the NAVD 88
 OA0742.geopotential number by the normal gravity value computed on the
 OA0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0742.degrees latitude (g = 980.6199 gals.).
 OA0742
 OA0742.The modeled gravity was interpolated from observed gravity values.
 OA0742
 OA0742;                    North         East    Units  Estimated Accuracy
 OA0742;SPC OR S     -   175,550.    1,195,190.      MT  (+/- 180 meters Scaled)
 OA0742
 OA0742                          SUPERSEDED SURVEY CONTROL
 OA0742
 OA0742.No superseded survey control is available for this station.
 OA0742
 OA0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN983821(NAD 83)
 OA0742_MARKER: I = METAL ROD
 OA0742_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OA0742_SP_SET: STAINLESS STEEL ROD
 OA0742_STAMPING: C 756 1988
 OA0742_MARK LOGO: NGS   
 OA0742_PROJECTION: FLUSH
 OA0742_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OA0742_ROD/PIPE-DEPTH: 9.4  meters
 OA0742
 OA0742  HISTORY     - Date     Condition        Report By
 OA0742  HISTORY     - 1988     MONUMENTED       NGS
 OA0742  HISTORY     - 1988     GOOD             USPSQD
 OA0742  HISTORY     - 20020721 MARK NOT FOUND   USPSQD
 OA0742
 OA0742                          STATION DESCRIPTION
 OA0742
 OA0742'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 OA0742'6.0 KM (3.75 MI) SW FROM COQUILLE.
 OA0742'6.0 KM (3.75 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 42 FROM THE
 OA0742'JUNCTION OF STATE HIGHWAY 44 IN COQUILLE, 27.1 M (88.9 FT) NORTHEAST
 OA0742'OF THE CENTER OF A DRIVEWAY LEADING EAST, AND 9.2 M (30.2 FT)
 OA0742'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY. NOTE--ACCESS TO DATUM
 OA0742'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OA0742'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 OA0742'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
 OA0742
 OA0742                          STATION RECOVERY (1988)
 OA0742
 OA0742'RECOVERY NOTE BY US POWER SQUADRON 1988 (AS)
 OA0742'RECOVERED IN GOOD CONDITION.
 OA0742
 OA0742                          STATION RECOVERY (2002)
 OA0742
 OA0742'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 OA0742'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0765 ***********************************************************************
 OA0765  DESIGNATION -  C 757
 OA0765  PID         -  OA0765
 OA0765  STATE/COUNTY-  OR/CURRY
 OA0765  USGS QUAD   -  LANGLOIS (1996)
 OA0765
 OA0765                         *CURRENT SURVEY CONTROL
 OA0765  ___________________________________________________________________
 OA0765* NAD 83(1986)-  42 54 59.     (N)    124 27 06.     (W)     SCALED    
 OA0765* NAVD 88     -        20.498  (meters)      67.25   (feet)  ADJUSTED  
 OA0765  ___________________________________________________________________
 OA0765  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 OA0765  DYNAMIC HT  -          20.494 (meters)      67.24  (feet)  COMP
 OA0765  MODELED GRAV-     980,428.9   (mgal)                       NAVD 88
 OA0765
 OA0765  VERT ORDER  -  FIRST     CLASS II
 OA0765
 OA0765.The horizontal coordinates were scaled from a topographic map and have
 OA0765.an estimated accuracy of +/- 6 seconds.
 OA0765
 OA0765.The orthometric height was determined by differential leveling
 OA0765.and adjusted in June 1991.
 OA0765
 OA0765.The geoid height was determined by GEOID03.
 OA0765
 OA0765.The dynamic height is computed by dividing the NAVD 88
 OA0765.geopotential number by the normal gravity value computed on the
 OA0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0765.degrees latitude (g = 980.6199 gals.).
 OA0765
 OA0765.The modeled gravity was interpolated from observed gravity values.
 OA0765
 OA0765;                    North         East    Units  Estimated Accuracy
 OA0765;SPC OR S     -   146,430.    1,177,490.      MT  (+/- 180 meters Scaled)
 OA0765
 OA0765                          SUPERSEDED SURVEY CONTROL
 OA0765
 OA0765.No superseded survey control is available for this station.
 OA0765
 OA0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN815525(NAD 83)
 OA0765_MARKER: DB = BENCH MARK DISK
 OA0765_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OA0765_SP_SET: ABUTMENT
 OA0765_STAMPING: C 757 1988
 OA0765_MARK LOGO: NGS   
 OA0765_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OA0765_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OA0765+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2005
 OA0765
 OA0765  HISTORY     - Date     Condition        Report By
 OA0765  HISTORY     - 1988     MONUMENTED       NGS
 OA0765  HISTORY     - 20020507 GOOD             USPSQD
 OA0765  HISTORY     - 20050910 GOOD             ORBITE
 OA0765
 OA0765                          STATION DESCRIPTION
 OA0765
 OA0765'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 OA0765'20.1 KM (12.50 MI) NORTH FROM PORT ORFORD.
 OA0765'20.1 KM (12.50 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION
 OA0765'OF HARBOR DRIVE IN PORT ORFORD, SET VERTICALLY IN THE SOUTHEAST FACE
 OA0765'OF THE NORTHEAST CONCRETE ABUTMENT OF A HIGHWAY BRIDGE SPANNING
 OA0765'FLORAS CREEK, 5.8 M (19.0 FT) SOUTHEAST OF THE CENTERLINE OF THE
 OA0765'HIGHWAY, AND 1.2 M (3.9 FT) SOUTHWEST OF THE NORTHEAST END OF THE
 OA0765'BRIDGE.
 OA0765'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 OA0765
 OA0765                          STATION RECOVERY (2002)
 OA0765
 OA0765'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 OA0765'RECOVERED IN GOOD CONDITION.
 OA0765
 OA0765                          STATION RECOVERY (2005)
 OA0765
 OA0765'RECOVERY NOTE BY ORBITECH INC 2005 (SHG)
 OA0765'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0812 ***********************************************************************
 OA0812  DESIGNATION -  C 758
 OA0812  PID         -  OA0812
 OA0812  STATE/COUNTY-  OR/CURRY
 OA0812  USGS QUAD   -  OPHIR (1986)
 OA0812
 OA0812                         *CURRENT SURVEY CONTROL
 OA0812  ___________________________________________________________________
 OA0812* NAD 83(1986)-  42 37 17.     (N)    124 23 54.     (W)     SCALED    
 OA0812* NAVD 88     -        65.192  (meters)     213.88   (feet)  ADJUSTED  
 OA0812  ___________________________________________________________________
 OA0812  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 OA0812  DYNAMIC HT  -          65.177 (meters)     213.83  (feet)  COMP
 OA0812  MODELED GRAV-     980,381.9   (mgal)                       NAVD 88
 OA0812
 OA0812  VERT ORDER  -  FIRST     CLASS II
 OA0812
 OA0812.The horizontal coordinates were scaled from a topographic map and have
 OA0812.an estimated accuracy of +/- 6 seconds.
 OA0812
 OA0812.The orthometric height was determined by differential leveling
 OA0812.and adjusted in June 1991.
 OA0812
 OA0812.The geoid height was determined by GEOID03.
 OA0812
 OA0812.The dynamic height is computed by dividing the NAVD 88
 OA0812.geopotential number by the normal gravity value computed on the
 OA0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0812.degrees latitude (g = 980.6199 gals.).
 OA0812
 OA0812.The modeled gravity was interpolated from observed gravity values.
 OA0812
 OA0812;                    North         East    Units  Estimated Accuracy
 OA0812;SPC OR S     -   113,500.    1,180,320.      MT  (+/- 180 meters Scaled)
 OA0812
 OA0812                          SUPERSEDED SURVEY CONTROL
 OA0812
 OA0812.No superseded survey control is available for this station.
 OA0812
 OA0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN853197(NAD 83)
 OA0812_MARKER: DV = VERTICAL CONTROL DISK
 OA0812_SETTING: 66 = SET IN ROCK OUTCROP
 OA0812_SP_SET: BEDROCK
 OA0812_STAMPING: C 758 1988
 OA0812_MARK LOGO: NGS   
 OA0812_MAGNETIC: N = NO MAGNETIC MATERIAL
 OA0812_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OA0812+STABILITY: POSITION/ELEVATION WELL
 OA0812
 OA0812  HISTORY     - Date     Condition        Report By
 OA0812  HISTORY     - 1988     MONUMENTED       NGS
 OA0812  HISTORY     - 19951219 GOOD             NGS
 OA0812
 OA0812                          STATION DESCRIPTION
 OA0812
 OA0812'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 OA0812'18.4 KM (11.45 MI) SOUTH FROM PORT ORFORD.
 OA0812'18.4 KM (11.45 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION
 OA0812'OF HARBOR DRIVE IN PORT ORFORD, SET VERTICALLY IN THE EAST FACE OF
 OA0812'THE MOST SOUTHERN 1/3 OF A 4 BY 11 FOOT EXPOSED AREA OF BEDROCK IN A
 OA0812'HIGHWAY CUT, 7.6 M (24.9 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 OA0812'AND 1.4 M (4.6 FT) NORTH OF THE SOUTH END OF THE EXPOSED BEDROCK.
 OA0812'THE MARK IS 0.6 METERS  S FROM  A WITNESS POST
 OA0812'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 OA0812
 OA0812                          STATION RECOVERY (1995)
 OA0812
 OA0812'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (LLR)
 OA0812'MARK WAS RECOVERED AS DESCRIBED.  MARK IS TO BE DESTROYED SOMETIME IN
 OA0812'THE NEAR FUTURE.  RESET MARK WAS ESTABLISHED NEARBY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AA9871 ***********************************************************************
 AA9871  DESIGNATION -  C 758 RESET
 AA9871  PID         -  AA9871
 AA9871  STATE/COUNTY-  OR/CURRY
 AA9871  USGS QUAD   -  OPHIR (1986)
 AA9871
 AA9871                         *CURRENT SURVEY CONTROL
 AA9871  ___________________________________________________________________
 AA9871* NAD 83(1986)-  42 37 17.     (N)    124 23 54.     (W)     SCALED    
 AA9871* NAVD 88     -        65.85   (meters)     216.0    (feet)  RESET     
 AA9871  ___________________________________________________________________
 AA9871  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 AA9871  VERT ORDER  -  THIRD
 AA9871
 AA9871.The horizontal coordinates were scaled from a topographic map and have
 AA9871.an estimated accuracy of +/- 6 seconds.
 AA9871
 AA9871.The orthometric height was computed from unverified reset data.
 AA9871
 AA9871.The geoid height was determined by GEOID03.
 AA9871
 AA9871;                    North         East    Units  Estimated Accuracy
 AA9871;SPC OR S     -   113,500.    1,180,320.      MT  (+/- 180 meters Scaled)
 AA9871
 AA9871                          SUPERSEDED SURVEY CONTROL
 AA9871
 AA9871.No superseded survey control is available for this station.
 AA9871
 AA9871_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN853197(NAD 83)
 AA9871_MARKER: DV = VERTICAL CONTROL DISK
 AA9871_SETTING: 66 = SET IN ROCK OUTCROP
 AA9871_STAMPING: C 758 RESET 1995
 AA9871_MARK LOGO: NGS   
 AA9871_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9871_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA9871+STABILITY: POSITION/ELEVATION WELL
 AA9871
 AA9871  HISTORY     - Date     Condition        Report By
 AA9871  HISTORY     - 1995     MONUMENTED       NGS
 AA9871
 AA9871                          STATION DESCRIPTION
 AA9871
 AA9871'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (LLR)
 AA9871'11.45 MILES (18.43 KM) SOUTH OF THE JUNCTION OF HARBOR DRIVE IN PORT
 AA9871'ORFORD, SET IN A SHALLOW DEPRESSION IN BEDROCK, ABOUT 37 METERS (121.4
 AA9871'FT) WEST OF THE CENTERLINE OF THE HIGHWAY AND 0.5 METER (1.6 FT) WEST
 AA9871'OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0871 ***********************************************************************
 OA0871  DESIGNATION -  C 759
 OA0871  PID         -  OA0871
 OA0871  STATE/COUNTY-  OR/CURRY
 OA0871  USGS QUAD   -  BROOKINGS (1986)
 OA0871
 OA0871                         *CURRENT SURVEY CONTROL
 OA0871  ___________________________________________________________________
 OA0871* NAD 83(1986)-  42 03 17.     (N)    124 17 22.     (W)     SCALED    
 OA0871* NAVD 88     -        38.516  (meters)     126.36   (feet)  ADJUSTED  
 OA0871  ___________________________________________________________________
 OA0871  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 OA0871  DYNAMIC HT  -          38.504 (meters)     126.33  (feet)  COMP
 OA0871  MODELED GRAV-     980,319.6   (mgal)                       NAVD 88
 OA0871
 OA0871  VERT ORDER  -  FIRST     CLASS II
 OA0871
 OA0871.The horizontal coordinates were scaled from a topographic map and have
 OA0871.an estimated accuracy of +/- 6 seconds.
 OA0871
 OA0871.The orthometric height was determined by differential leveling
 OA0871.and adjusted in June 1991.
 OA0871
 OA0871.The geoid height was determined by GEOID03.
 OA0871
 OA0871.The dynamic height is computed by dividing the NAVD 88
 OA0871.geopotential number by the normal gravity value computed on the
 OA0871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0871.degrees latitude (g = 980.6199 gals.).
 OA0871
 OA0871.The modeled gravity was interpolated from observed gravity values.
 OA0871
 OA0871;                    North         East    Units  Estimated Accuracy
 OA0871;SPC OR S     -    50,210.    1,186,390.      MT  (+/- 180 meters Scaled)
 OA0871
 OA0871                          SUPERSEDED SURVEY CONTROL
 OA0871
 OA0871.No superseded survey control is available for this station.
 OA0871
 OA0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCM933566(NAD 83)
 OA0871_MARKER: I = METAL ROD
 OA0871_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OA0871+WITH SETTING: INFORMATION.
 OA0871_SP_SET: SHALLOW-SET METAL ROD
 OA0871_STAMPING: C 759 1988
 OA0871_MARK LOGO: NGS   
 OA0871_PROJECTION: FLUSH
 OA0871_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OA0871_ROD/PIPE-DEPTH: 2.4  meters
 OA0871
 OA0871  HISTORY     - Date     Condition        Report By
 OA0871  HISTORY     - 1988     MONUMENTED       NGS
 OA0871  HISTORY     - 19981112 MARK NOT FOUND   USPSQD
 OA0871
 OA0871                          STATION DESCRIPTION
 OA0871
 OA0871'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 OA0871'IN BROOKINGS.
 OA0871'IN BROOKINGS, AT THE INTERSECTION OF U.S. HIGHWAY 101 AND MILL BEACH
 OA0871'ROAD, 13.1 M (43.0 FT) SOUTHEAST OF THE CENTER OF THE ROAD, 12.8 M
 OA0871'(42.0 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 2.1 M (6.9 FT)
 OA0871'NORTHWEST OF A WATER METER COVER, AND 0.4 M (1.3 FT) SOUTHWEST OF THE
 OA0871'SOUTHWEST EDGE OF A SIDEWALK. NOTE--ACCESS TO DATUM POINT IS HAD
 OA0871'THROUGH A 5-INCH LOGO CAP.
 OA0871'THE MARK IS 0.3 M BELOW THE SIDEWALK.
 OA0871
 OA0871                          STATION RECOVERY (1998)
 OA0871
 OA0871'RECOVERY NOTE BY US POWER SQUADRON 1998
 OA0871'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1324 ***********************************************************************
 NZ1324  DESIGNATION -  C 76
 NZ1324  PID         -  NZ1324
 NZ1324  STATE/COUNTY-  OR/JOSEPHINE
 NZ1324  USGS QUAD   -  GLENDALE (1986)
 NZ1324
 NZ1324                         *CURRENT SURVEY CONTROL
 NZ1324  ___________________________________________________________________
 NZ1324* NAD 83(1986)-  42 41 47.     (N)    123 23 38.     (W)     SCALED    
 NZ1324* NAVD 88     -       394.006  (meters)    1292.67   (feet)  POSTED    
 NZ1324  ___________________________________________________________________
 NZ1324  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 NZ1324  DYNAMIC HT  -         393.880 (meters)    1292.25  (feet)  COMP
 NZ1324  MODELED GRAV-     980,298.3   (mgal)                       NAVD 88
 NZ1324
 NZ1324  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 NZ1324
 NZ1324.The horizontal coordinates were scaled from a topographic map and have
 NZ1324.an estimated accuracy of +/- 6 seconds.
 NZ1324
 NZ1324.The orthometric height was determined by differential leveling
 NZ1324.and adjusted by the  in 1992.
 NZ1324.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 NZ1324.was located on a no-check spur therefore a value was not computed.
 NZ1324.No vertical observational check was made to the station.
 NZ1324
 NZ1324.The geoid height was determined by GEOID03.
 NZ1324
 NZ1324.The dynamic height is computed by dividing the NAVD 88
 NZ1324.geopotential number by the normal gravity value computed on the
 NZ1324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ1324.degrees latitude (g = 980.6199 gals.).
 NZ1324
 NZ1324.The modeled gravity was interpolated from observed gravity values.
 NZ1324
 NZ1324;                    North         East    Units  Estimated Accuracy
 NZ1324;SPC OR S     -   118,480.    1,262,940.      MT  (+/- 180 meters Scaled)
 NZ1324
 NZ1324                          SUPERSEDED SURVEY CONTROL
 NZ1324
 NZ1324  NGVD 29 (??/??/92)  392.987  (m)         1289.32   (f) ADJ UNCH    1 2
 NZ1324
 NZ1324.Superseded values are not recommended for survey control.
 NZ1324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1324.See file dsdata.txt to determine how the superseded data were derived.
 NZ1324
 NZ1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN677271(NAD 83)
 NZ1324_MARKER: DB = BENCH MARK DISK
 NZ1324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ1324_SP_SET: CONCRETE POST
 NZ1324_STAMPING: C 76 1931
 NZ1324_MARK LOGO: CGS   
 NZ1324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ1324+STABILITY: SURFACE MOTION
 NZ1324
 NZ1324  HISTORY     - Date     Condition        Report By
 NZ1324  HISTORY     - 1931     MONUMENTED       CGS
 NZ1324  HISTORY     - 1954     MARK NOT FOUND   CGS
 NZ1324
 NZ1324                          STATION DESCRIPTION
 NZ1324
 NZ1324'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 NZ1324'IN WOLF CREEK.
 NZ1324'AT THE EAST EDGE OF WOLF CREEK, 350 FT WEST OF THE SOUTHERN PACIFIC
 NZ1324'CO. STATION, 65 FT EAST OF CULVERT NO. 501 F, 30 FT SOUTH OF A ROAD,
 NZ1324'AND 6 FT WEST OF THE RAIL FENCE AROUND THE SECTION HOUSE.
 NZ1324
 NZ1324                          STATION RECOVERY (1954)
 NZ1324
 NZ1324'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 NZ1324'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1510 ***********************************************************************
 QD1510  DESIGNATION -  C 760 X
 QD1510  PID         -  QD1510
 QD1510  STATE/COUNTY-  OR/WHEELER
 QD1510  USGS QUAD   -  MITCHELL (1992)
 QD1510
 QD1510                         *CURRENT SURVEY CONTROL
 QD1510  ___________________________________________________________________
 QD1510* NAD 83(1986)-  44 35 32.     (N)    120 12 24.     (W)     SCALED    
 QD1510* NAVD 88     -       728.870  (meters)    2391.30   (feet)  ADJUSTED  
 QD1510  ___________________________________________________________________
 QD1510  GEOID HEIGHT-         -19.89  (meters)                     GEOID03
 QD1510  DYNAMIC HT  -         728.658 (meters)    2390.61  (feet)  COMP
 QD1510  MODELED GRAV-     980,304.1   (mgal)                       NAVD 88
 QD1510
 QD1510  VERT ORDER  -  FIRST     CLASS II
 QD1510
 QD1510.The horizontal coordinates were scaled from a topographic map and have
 QD1510.an estimated accuracy of +/- 6 seconds.
 QD1510
 QD1510.The orthometric height was determined by differential leveling
 QD1510.and adjusted in June 1991.
 QD1510
 QD1510.The geoid height was determined by GEOID03.
 QD1510
 QD1510.The dynamic height is computed by dividing the NAVD 88
 QD1510.geopotential number by the normal gravity value computed on the
 QD1510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1510.degrees latitude (g = 980.6199 gals.).
 QD1510
 QD1510.The modeled gravity was interpolated from observed gravity values.
 QD1510
 QD1510;                    North         East    Units  Estimated Accuracy
 QD1510;SPC OR N     -   102,890.    2,523,290.      MT  (+/- 180 meters Scaled)
 QD1510
 QD1510                          SUPERSEDED SURVEY CONTROL
 QD1510
 QD1510.No superseded survey control is available for this station.
 QD1510
 QD1510_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGQ217414(NAD 83)
 QD1510_MARKER: DV = VERTICAL CONTROL DISK
 QD1510_SETTING: 66 = SET IN ROCK OUTCROP
 QD1510_SP_SET: IN A DRILL HOLE IN BEDROCK
 QD1510_STAMPING: C 760 X 1988
 QD1510_MARK LOGO: NGS   
 QD1510_MAGNETIC: N = NO MAGNETIC MATERIAL
 QD1510_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QD1510+STABILITY: POSITION/ELEVATION WELL
 QD1510_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QD1510+SATELLITE: SATELLITE OBSERVATIONS - 1988
 QD1510
 QD1510  HISTORY     - Date     Condition        Report By
 QD1510  HISTORY     - 1988     MONUMENTED       NGS
 QD1510
 QD1510                          STATION DESCRIPTION
 QD1510
 QD1510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 QD1510'4.6 KM (2.85 MI) WESTERLY ALONG U.S. HIGHWAY 26 FROM THE JUNCTION OF
 QD1510'STATE HIGHWAY 207 IN MITCHELL, NEAR THE CENTER OF A 2 BY 3 FOOT
 QD1510'EXPOSED AREA OF BEDROCK AT THE EAST END OF A HIGHWAY CUT, 183.0 M
 QD1510'(600.4 FT) NORTHWEST OF THE NORTHWEST END OF A HIGHWAY BRIDGE SPANNING
 QD1510'BRIDGE CREEK, 24.5 M (80.4 FT) NORTHWEST OF THE CENTER OF A DIRT ROAD
 QD1510'LEADING NORTH AND EAST, 10.7 M (35.1 FT) NORTHEAST OF THE CENTERLINE
 QD1510'OF THE HIGHWAY, 8.0 M (26.2 FT) NORTHWEST OF THE NORTH LEG OF A SIGN
 QD1510'JOHN DAY FOSSIL BEDS NATIONAL MONUMENT, 0.4 M (1.3 FT) NORTH OF A
 QD1510'WITNESS POST, AND LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0500 ***********************************************************************
 PC0500  DESIGNATION -  C 77
 PC0500  PID         -  PC0500
 PC0500  STATE/COUNTY-  OR/COOS
 PC0500  USGS QUAD   -  REMOTE (1990)
 PC0500
 PC0500                         *CURRENT SURVEY CONTROL
 PC0500  ___________________________________________________________________
 PC0500* NAD 83(1986)-  43 00 41.     (N)    123 57 22.     (W)     SCALED    
 PC0500* NAVD 88     -        54.227  (meters)     177.91   (feet)  POSTED    
 PC0500  ___________________________________________________________________
 PC0500  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 PC0500  DYNAMIC HT  -          54.220 (meters)     177.89  (feet)  COMP
 PC0500  MODELED GRAV-     980,415.4   (mgal)                       NAVD 88
 PC0500
 PC0500  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 PC0500
 PC0500.The horizontal coordinates were scaled from a topographic map and have
 PC0500.an estimated accuracy of +/- 6 seconds.
 PC0500
 PC0500.The orthometric height was determined by differential leveling
 PC0500.and adjusted by the  in 1992.
 PC0500.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 PC0500.rate of 4.1 thru 8.0 mm/km.
 PC0500
 PC0500.The geoid height was determined by GEOID03.
 PC0500
 PC0500.The dynamic height is computed by dividing the NAVD 88
 PC0500.geopotential number by the normal gravity value computed on the
 PC0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0500.degrees latitude (g = 980.6199 gals.).
 PC0500
 PC0500.The modeled gravity was interpolated from observed gravity values.
 PC0500
 PC0500;                    North         East    Units  Estimated Accuracy
 PC0500;SPC OR S     -   155,190.    1,218,350.      MT  (+/- 180 meters Scaled)
 PC0500
 PC0500                          SUPERSEDED SURVEY CONTROL
 PC0500
 PC0500  NGVD 29 (??/??/92)   53.156  (m)          174.40   (f) ADJ UNCH    2 0
 PC0500
 PC0500.Superseded values are not recommended for survey control.
 PC0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0500.See file dsdata.txt to determine how the superseded data were derived.
 PC0500
 PC0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN220625(NAD 83)
 PC0500_MARKER: DB = BENCH MARK DISK
 PC0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PC0500_STAMPING: C 77 1931
 PC0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0500+STABILITY: SURFACE MOTION
 PC0500
 PC0500  HISTORY     - Date     Condition        Report By
 PC0500  HISTORY     - 1931     MONUMENTED       CGS
 PC0500  HISTORY     - 1934     GOOD             NGS
 PC0500  HISTORY     - 1970     MARK NOT FOUND   NGS
 PC0500  HISTORY     - 1987     MARK NOT FOUND   NGS
 PC0500
 PC0500                          STATION DESCRIPTION
 PC0500
 PC0500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PC0500'3.3 MI E FROM BRIDGE.
 PC0500'3.3 MILES EAST ALONG THE COOS BAY - ROSEBURG HIGHWAY FROM BRIDGE, COOS
 PC0500'COUNTY, AT HIGHWAY MILEAGE 23.5, 90 FEET SOUTHWEST OF A SIDE ROAD TO
 PC0500'THE WEST, 20 FEET NORTHEAST OF A SMALL DRAIN AT THE NORTHEAST AND OF A
 PC0500'CURVE, AT THE TOE OF THE SIDE ROAD FILL, 26 FEET NORTHWEST OF THE ROAD
 PC0500'CENTERLINE, IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 PC0500'THE GROUND.  A STANDARD DISK STAMPED C 77 1951.
 PC0500
 PC0500                          STATION RECOVERY (1970)
 PC0500
 PC0500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 PC0500'MARK NOT FOUND.
 PC0500
 PC0500                          STATION RECOVERY (1987)
 PC0500
 PC0500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PC0500'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0501 ***********************************************************************
 PC0501  DESIGNATION -  C 77 RESET
 PC0501  PID         -  PC0501
 PC0501  STATE/COUNTY-  OR/COOS
 PC0501  USGS QUAD   -  REMOTE (1990)
 PC0501
 PC0501                         *CURRENT SURVEY CONTROL
 PC0501  ___________________________________________________________________
 PC0501* NAD 83(1986)-  43 00 43.     (N)    123 57 14.     (W)     SCALED    
 PC0501* NAVD 88     -        53.812  (meters)     176.55   (feet)  ADJUSTED  
 PC0501  ___________________________________________________________________
 PC0501  GEOID HEIGHT-         -24.69  (meters)                     GEOID03
 PC0501  DYNAMIC HT  -          53.801 (meters)     176.51  (feet)  COMP
 PC0501  MODELED GRAV-     980,414.9   (mgal)                       NAVD 88
 PC0501
 PC0501  VERT ORDER  -  FIRST     CLASS II
 PC0501
 PC0501.The horizontal coordinates were scaled from a topographic map and have
 PC0501.an estimated accuracy of +/- 6 seconds.
 PC0501
 PC0501.The orthometric height was determined by differential leveling
 PC0501.and adjusted in June 1991.
 PC0501
 PC0501.The geoid height was determined by GEOID03.
 PC0501
 PC0501.The dynamic height is computed by dividing the NAVD 88
 PC0501.geopotential number by the normal gravity value computed on the
 PC0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0501.degrees latitude (g = 980.6199 gals.).
 PC0501
 PC0501.The modeled gravity was interpolated from observed gravity values.
 PC0501
 PC0501;                    North         East    Units  Estimated Accuracy
 PC0501;SPC OR S     -   155,240.    1,218,530.      MT  (+/- 180 meters Scaled)
 PC0501
 PC0501                          SUPERSEDED SURVEY CONTROL
 PC0501
 PC0501.No superseded survey control is available for this station.
 PC0501
 PC0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN222625(NAD 83)
 PC0501_MARKER: DB = BENCH MARK DISK
 PC0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0501_SP_SET: CONCRETE POST
 PC0501_STAMPING: C 77 RESET 1961
 PC0501_MARK LOGO: CGS   
 PC0501_PROJECTION: PROJECTING 35 CENTIMETERS
 PC0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0501+STABILITY: SURFACE MOTION
 PC0501
 PC0501  HISTORY     - Date     Condition        Report By
 PC0501  HISTORY     - 1961     MONUMENTED       CGS
 PC0501  HISTORY     - 1962     GOOD             NGS
 PC0501  HISTORY     - 1987     GOOD             NGS
 PC0501
 PC0501                          STATION DESCRIPTION
 PC0501
 PC0501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 PC0501'3.3 MI E FROM BRIDGE.
 PC0501'REACHED FROM BRIDGE GO EAST ON STATE HIGHWAY 42 FOR ABOUT 3.3 MILES,
 PC0501'THIS IS ABOUT 4.2 MILES WEST OF REMOTE, ABOUT 160 FEET NORTH OF THE
 PC0501'CENTER LINE OF THE NEW HIGHWAY, 32 FEET NORTH OF THE CENTER LINE OF
 PC0501'THE OLD HIGHWAY AND ABOUT 2 FEET HIGHER, 12 FEET WEST OF TELEPHONE
 PC0501'POLE NO. 1396, ABOUT 100 FEET EAST SOUTHEAST OF THE SOUTHEAST CORNER
 PC0501'OF A BARN, AND 1 FOOT EAST OF A METAL WITNESS POST.  TOP OF THE
 PC0501'CONCRETE POST IS PROJECTING ABOUT 1 FOOT ABOVE GROUND.
 PC0501
 PC0501                          STATION RECOVERY (1987)
 PC0501
 PC0501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PC0501'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  21.1 KM
 PC0501'(13.10 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 42 FROM THE JUNCTION OF
 PC0501'SPRUCE STREET IN MYRTLE POINT, 55.5 M (182.1 FT) NORTH OF THE
 PC0501'CENTERLINE OF THE HIGHWAY, 19.6 M (64.3 FT) NORTH-NORTHWEST OF THE
 PC0501'NORTHWEST CORNER OF A HOUSE, 9.5 M (31.2 FT) NORTH OF A FENCE, AND
 PC0501'6.3 M (20.7 FT) WEST OF A TELEPHONE PEDESTAL.
 PC0501'THE MARK IS 0.2 METERS  E FROM  A WITNESS POST
 PC0501'THE MARK IS 2.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0376 ***********************************************************************
 OA0376  DESIGNATION -  C 78
 OA0376  PID         -  OA0376
 OA0376  STATE/COUNTY-  OR/LANE
 OA0376  USGS QUAD   -  FLORENCE (1984)
 OA0376
 OA0376                         *CURRENT SURVEY CONTROL
 OA0376  ___________________________________________________________________
 OA0376* NAD 83(1986)-  43 57 14.     (N)    124 06 10.     (W)     SCALED    
 OA0376* NAVD 88     -        53.789  (meters)     176.47   (feet)  ADJUSTED  
 OA0376  ___________________________________________________________________
 OA0376  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 OA0376  DYNAMIC HT  -          53.784 (meters)     176.46  (feet)  COMP
 OA0376  MODELED GRAV-     980,531.9   (mgal)                       NAVD 88
 OA0376
 OA0376  VERT ORDER  -  FIRST     CLASS II
 OA0376
 OA0376.The horizontal coordinates were scaled from a topographic map and have
 OA0376.an estimated accuracy of +/- 6 seconds.
 OA0376
 OA0376.The orthometric height was determined by differential leveling
 OA0376.and adjusted in June 1991.
 OA0376
 OA0376.The geoid height was determined by GEOID03.
 OA0376
 OA0376.The dynamic height is computed by dividing the NAVD 88
 OA0376.geopotential number by the normal gravity value computed on the
 OA0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0376.degrees latitude (g = 980.6199 gals.).
 OA0376
 OA0376.The modeled gravity was interpolated from observed gravity values.
 OA0376
 OA0376;                    North         East    Units  Estimated Accuracy
 OA0376;SPC OR S     -   260,300.    1,210,900.      MT  (+/- 180 meters Scaled)
 OA0376
 OA0376                          SUPERSEDED SURVEY CONTROL
 OA0376
 OA0376  NGVD 29 (??/??/92)   52.734  (m)          173.01   (f) ADJ UNCH    1 2
 OA0376
 OA0376.Superseded values are not recommended for survey control.
 OA0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0376.See file dsdata.txt to determine how the superseded data were derived.
 OA0376
 OA0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP115673(NAD 83)
 OA0376_MARKER: DB = BENCH MARK DISK
 OA0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA0376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OA0376_STAMPING: C 78 1933
 OA0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0376+STABILITY: SURFACE MOTION
 OA0376
 OA0376  HISTORY     - Date     Condition        Report By
 OA0376  HISTORY     - 1933     MONUMENTED       CGS
 OA0376  HISTORY     - 1955     MARK NOT FOUND   NGS
 OA0376
 OA0376                          STATION DESCRIPTION
 OA0376
 OA0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OA0376'0.5 MI S FROM GLENADA.
 OA0376'30 FEET WEST OF CENTER LINE OF OREGON COAST HIGHWAY, BETWEEN TWO CUTS
 OA0376'ON SOUTH SIDE OF ROAD.  30 FEET NORTH OF LOGGING ROAD TO WEST.
 OA0376
 OA0376                          STATION RECOVERY (1955)
 OA0376
 OA0376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 OA0376'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0973 ***********************************************************************
 NZ0973  DESIGNATION -  C 783
 NZ0973  PID         -  NZ0973
 NZ0973  STATE/COUNTY-  OR/JACKSON
 NZ0973  USGS QUAD   -  SISKIYOU PASS (1983)
 NZ0973
 NZ0973                         *CURRENT SURVEY CONTROL
 NZ0973  ___________________________________________________________________
 NZ0973* NAD 83(1986)-  42 07 10.     (N)    122 37 28.     (W)     SCALED    
 NZ0973* NAVD 88     -       895.268  (meters)    2937.23   (feet)  ADJUSTED  
 NZ0973  ___________________________________________________________________
 NZ0973  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 NZ0973  DYNAMIC HT  -         894.785 (meters)    2935.64  (feet)  COMP
 NZ0973  MODELED GRAV-     980,053.4   (mgal)                       NAVD 88
 NZ0973
 NZ0973  VERT ORDER  -  FIRST     CLASS II
 NZ0973
 NZ0973.The horizontal coordinates were scaled from a topographic map and have
 NZ0973.an estimated accuracy of +/- 6 seconds.
 NZ0973
 NZ0973.The orthometric height was determined by differential leveling
 NZ0973.and adjusted in June 1991.
 NZ0973
 NZ0973.The geoid height was determined by GEOID03.
 NZ0973
 NZ0973.The dynamic height is computed by dividing the NAVD 88
 NZ0973.geopotential number by the normal gravity value computed on the
 NZ0973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0973.degrees latitude (g = 980.6199 gals.).
 NZ0973
 NZ0973.The modeled gravity was interpolated from observed gravity values.
 NZ0973
 NZ0973;                    North         East    Units  Estimated Accuracy
 NZ0973;SPC OR S     -    52,530.    1,324,330.      MT  (+/- 180 meters Scaled)
 NZ0973
 NZ0973                          SUPERSEDED SURVEY CONTROL
 NZ0973
 NZ0973.No superseded survey control is available for this station.
 NZ0973
 NZ0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM310631(NAD 83)
 NZ0973_MARKER: DB = BENCH MARK DISK
 NZ0973_SETTING: 66 = SET IN ROCK OUTCROP
 NZ0973_SP_SET: BEDROCK
 NZ0973_STAMPING: C 783 1988
 NZ0973_MARK LOGO: NGS   
 NZ0973_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NZ0973+STABILITY: POSITION/ELEVATION WELL
 NZ0973
 NZ0973  HISTORY     - Date     Condition        Report By
 NZ0973  HISTORY     - 1988     MONUMENTED       NGS
 NZ0973
 NZ0973                          STATION DESCRIPTION
 NZ0973
 NZ0973'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 NZ0973'8.1 KM (5.05 MI) SOUTH FROM ASHLAND.
 NZ0973'8.1 KM (5.05 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 5 FROM ITS
 NZ0973'JUNCTION WITH STATE HIGHWAY 66 IN ASHLAND, 60.4 M (198.2 FT) SOUTH OF
 NZ0973'A UTILITY POLE, 45.4 M (148.9 FT) NORTH OF A UTILITY POLE AND UTILITY
 NZ0973'LINES CROSSING THE HIGHWAY, 23.5 M (77.1 FT) NORTH OF THE SOUTH END
 NZ0973'OF THE BEDROCK, AND 15.0 M (49.2 FT) WEST OF THE CENTERLINE OF THE
 NZ0973'SOUTHBOUND LANES OF THE HIGHWAY.
 NZ0973'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 NZ0973'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1005 ***********************************************************************
 NZ1005  DESIGNATION -  C 784
 NZ1005  PID         -  NZ1005
 NZ1005  STATE/COUNTY-  OR/JACKSON
 NZ1005  USGS QUAD   -  LITTLE CHINQUAPIN MOUNTAIN (1988)
 NZ1005
 NZ1005                         *CURRENT SURVEY CONTROL
 NZ1005  ___________________________________________________________________
 NZ1005* NAD 83(1986)-  42 08 02.     (N)    122 17 14.     (W)     SCALED    
 NZ1005* NAVD 88     -      1281.878  (meters)    4205.63   (feet)  ADJUSTED  
 NZ1005  ___________________________________________________________________
 NZ1005  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 NZ1005  DYNAMIC HT  -        1281.113 (meters)    4203.12  (feet)  COMP
 NZ1005  MODELED GRAV-     979,979.9   (mgal)                       NAVD 88
 NZ1005
 NZ1005  VERT ORDER  -  FIRST     CLASS II
 NZ1005
 NZ1005.The horizontal coordinates were scaled from a topographic map and have
 NZ1005.an estimated accuracy of +/- 6 seconds.
 NZ1005
 NZ1005.The orthometric height was determined by differential leveling
 NZ1005.and adjusted in June 1991.
 NZ1005
 NZ1005.The geoid height was determined by GEOID03.
 NZ1005
 NZ1005.The dynamic height is computed by dividing the NAVD 88
 NZ1005.geopotential number by the normal gravity value computed on the
 NZ1005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ1005.degrees latitude (g = 980.6199 gals.).
 NZ1005
 NZ1005.The modeled gravity was interpolated from observed gravity values.
 NZ1005
 NZ1005;                    North         East    Units  Estimated Accuracy
 NZ1005;SPC OR S     -    53,480.    1,352,240.      MT  (+/- 180 meters Scaled)
 NZ1005
 NZ1005                          SUPERSEDED SURVEY CONTROL
 NZ1005
 NZ1005.No superseded survey control is available for this station.
 NZ1005
 NZ1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM589648(NAD 83)
 NZ1005_MARKER: I = METAL ROD
 NZ1005_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NZ1005_SP_SET: STAINLESS STEEL ROD
 NZ1005_STAMPING: C 784 1988
 NZ1005_MARK LOGO: NGS   
 NZ1005_PROJECTION: FLUSH
 NZ1005_MAGNETIC: I = MARKER IS A STEEL ROD
 NZ1005_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NZ1005+STABILITY: POSITION/ELEVATION WELL
 NZ1005_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NZ1005+SATELLITE: SATELLITE OBSERVATIONS - 1988
 NZ1005_ROD/PIPE-DEPTH: 1.5  meters
 NZ1005
 NZ1005  HISTORY     - Date     Condition        Report By
 NZ1005  HISTORY     - 1988     MONUMENTED       NGS
 NZ1005
 NZ1005                          STATION DESCRIPTION
 NZ1005
 NZ1005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 NZ1005'10.3 KM (6.40 MI) EASTERLY ALONG STATE HIGHWAY 66 FROM THE SCHOOL
 NZ1005'HOUSE IN LINCOLN, AT THE JACKSON-KLAMATH COUNTY LINE, 16.2 M
 NZ1005'(53.1 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 9.4 M (30.8 FT) WEST
 NZ1005'OF THE CENTER OF A GRAVELED ROAD LEADING NORTH, 0.3 M (1.0 FT) SOUTH
 NZ1005'OF A WITNESS POST, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 NZ1005'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0734 ***********************************************************************
 NY0734  DESIGNATION -  C 785
 NY0734  PID         -  NY0734
 NY0734  STATE/COUNTY-  OR/KLAMATH
 NY0734  USGS QUAD   -  HAMAKER MTN (1986)
 NY0734
 NY0734                         *CURRENT SURVEY CONTROL
 NY0734  ___________________________________________________________________
 NY0734* NAD 83(1986)-  42 04 14.     (N)    121 52 43.     (W)     SCALED    
 NY0734* NAVD 88     -      1270.484  (meters)    4168.25   (feet)  ADJUSTED  
 NY0734  ___________________________________________________________________
 NY0734  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 NY0734  DYNAMIC HT  -        1269.707 (meters)    4165.70  (feet)  COMP
 NY0734  MODELED GRAV-     979,966.1   (mgal)                       NAVD 88
 NY0734
 NY0734  VERT ORDER  -  FIRST     CLASS II
 NY0734
 NY0734.The horizontal coordinates were scaled from a topographic map and have
 NY0734.an estimated accuracy of +/- 6 seconds.
 NY0734
 NY0734.The orthometric height was determined by differential leveling
 NY0734.and adjusted in June 1991.
 NY0734
 NY0734.The geoid height was determined by GEOID03.
 NY0734
 NY0734.The dynamic height is computed by dividing the NAVD 88
 NY0734.geopotential number by the normal gravity value computed on the
 NY0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0734.degrees latitude (g = 980.6199 gals.).
 NY0734
 NY0734.The modeled gravity was interpolated from observed gravity values.
 NY0734
 NY0734;                    North         East    Units  Estimated Accuracy
 NY0734;SPC OR S     -    45,810.    1,385,900.      MT  (+/- 180 meters Scaled)
 NY0734
 NY0734                          SUPERSEDED SURVEY CONTROL
 NY0734
 NY0734.No superseded survey control is available for this station.
 NY0734
 NY0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM927582(NAD 83)
 NY0734_MARKER: I = METAL ROD
 NY0734_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NY0734_SP_SET: STAINLESS STEEL ROD
 NY0734_STAMPING: C 785 1988
 NY0734_MARK LOGO: NGS   
 NY0734_PROJECTION: FLUSH
 NY0734_MAGNETIC: I = MARKER IS A STEEL ROD
 NY0734_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NY0734+STABILITY: POSITION/ELEVATION WELL
 NY0734_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NY0734+SATELLITE: SATELLITE OBSERVATIONS - 1988
 NY0734_ROD/PIPE-DEPTH: 7.3  meters
 NY0734
 NY0734  HISTORY     - Date     Condition        Report By
 NY0734  HISTORY     - 1988     MONUMENTED       NGS
 NY0734
 NY0734                          STATION DESCRIPTION
 NY0734
 NY0734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 NY0734'8.0 KM (4.95 MI) SOUTHEASTERLY ALONG WORDEN ROAD FROM THE POST OFFICE
 NY0734'IN KENO, 10.7 M (35.1 FT) SOUTHEAST OF UTILITY POLE NUMBER D 12205,
 NY0734'7.8 M (25.6 FT)  NORTHEAST OF THE CENTERLINE OF THE ROAD, 0.3 M
 NY0734'(1.0 FT) SOUTHWEST OF A WITNESS POST AND FENCE, AND 0.3 M (1.0 FT)
 NY0734'BELOW THE LEVEL OF THE ROAD.  NOTE--ACCESS TO THE DATUM POINT IS
 NY0734'THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1491 ***********************************************************************
 QD1491  DESIGNATION -  C 787
 QD1491  PID         -  QD1491
 QD1491  STATE/COUNTY-  OR/WHEELER
 QD1491  USGS QUAD   -  OCHOCO BUTTE (1992)
 QD1491
 QD1491                         *CURRENT SURVEY CONTROL
 QD1491  ___________________________________________________________________
 QD1491* NAD 83(1986)-  44 29 31.     (N)    120 19 14.     (W)     SCALED    
 QD1491* NAVD 88     -      1352.141  (meters)    4436.15   (feet)  ADJUSTED  
 QD1491  ___________________________________________________________________
 QD1491  GEOID HEIGHT-         -19.45  (meters)                     GEOID03
 QD1491  DYNAMIC HT  -        1351.618 (meters)    4434.43  (feet)  COMP
 QD1491  MODELED GRAV-     980,182.8   (mgal)                       NAVD 88
 QD1491
 QD1491  VERT ORDER  -  FIRST     CLASS II
 QD1491
 QD1491.The horizontal coordinates were scaled from a topographic map and have
 QD1491.an estimated accuracy of +/- 6 seconds.
 QD1491
 QD1491.The orthometric height was determined by differential leveling
 QD1491.and adjusted in June 1991.
 QD1491
 QD1491.The geoid height was determined by GEOID03.
 QD1491
 QD1491.The dynamic height is computed by dividing the NAVD 88
 QD1491.geopotential number by the normal gravity value computed on the
 QD1491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1491.degrees latitude (g = 980.6199 gals.).
 QD1491
 QD1491.The modeled gravity was interpolated from observed gravity values.
 QD1491
 QD1491;                    North         East    Units  Estimated Accuracy
 QD1491;SPC OR N     -    91,720.    2,514,270.      MT  (+/- 180 meters Scaled)
 QD1491
 QD1491                          SUPERSEDED SURVEY CONTROL
 QD1491
 QD1491.No superseded survey control is available for this station.
 QD1491
 QD1491_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGQ130300(NAD 83)
 QD1491_MARKER: DV = VERTICAL CONTROL DISK
 QD1491_SETTING: 66 = SET IN ROCK OUTCROP
 QD1491_SP_SET: IN A DRILL HOLE IN BEDROCK
 QD1491_STAMPING: C 787 1988
 QD1491_MARK LOGO: NGS   
 QD1491_MAGNETIC: N = NO MAGNETIC MATERIAL
 QD1491_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QD1491+STABILITY: POSITION/ELEVATION WELL
 QD1491_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QD1491+SATELLITE: SATELLITE OBSERVATIONS - 1988
 QD1491
 QD1491  HISTORY     - Date     Condition        Report By
 QD1491  HISTORY     - 1988     MONUMENTED       NGS
 QD1491
 QD1491                          STATION DESCRIPTION
 QD1491
 QD1491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 QD1491'14.7 KM (9.15 MI) WESTERLY ALONG U.S. HIGHWAY 26 FROM THE JUNCTION OF
 QD1491'STATE HIGHWAY 207 IN MITCHELL, THENCE 11.8 KM (7.35 MI) SOUTHWESTERLY
 QD1491'ALONG A GRAVELED ROAD, SET VERTICALLY IN THE NORTHWEST FACE OF AN
 QD1491'EXPOSED AREA OF BEDROCK BEDROCK IN A ROAD CUT, 21.5 M (70.5 FT)
 QD1491'NORTHEAST OF THE SOUTHWEST END OF THE EXPOSED BEDROCK, 19.0 M
 QD1491'(62.3 FT) SOUTHWEST OF THE NORTHEAST END OF THE EXPOSED BEDROCK, 4.3 M
 QD1491'(14.1 FT) SOUTHEAST OF THE CENTER OF THE ROAD, 1.0 M (3.3 FT) ABOVE
 QD1491'THE LEVEL OF THE ROAD, AND 0.3 M (1.0 FT) NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0695 ***********************************************************************
 NY0695  DESIGNATION -  C 789
 NY0695  PID         -  NY0695
 NY0695  STATE/COUNTY-  OR/KLAMATH
 NY0695  USGS QUAD   -  SOLOMON BUTTE (1988)
 NY0695
 NY0695                         *CURRENT SURVEY CONTROL
 NY0695  ___________________________________________________________________
 NY0695* NAD 83(1986)-  42 44 12.     (N)    121 50 27.     (W)     SCALED    
 NY0695* NAVD 88     -      1385.558  (meters)    4545.78   (feet)  ADJUSTED  
 NY0695  ___________________________________________________________________
 NY0695  GEOID HEIGHT-         -22.02  (meters)                     GEOID03
 NY0695  DYNAMIC HT  -        1384.762 (meters)    4543.17  (feet)  COMP
 NY0695  MODELED GRAV-     979,997.5   (mgal)                       NAVD 88
 NY0695
 NY0695  VERT ORDER  -  FIRST     CLASS II
 NY0695
 NY0695.The horizontal coordinates were scaled from a topographic map and have
 NY0695.an estimated accuracy of +/- 6 seconds.
 NY0695
 NY0695.The orthometric height was determined by differential leveling
 NY0695.and adjusted in June 1991.
 NY0695
 NY0695.The geoid height was determined by GEOID03.
 NY0695
 NY0695.The dynamic height is computed by dividing the NAVD 88
 NY0695.geopotential number by the normal gravity value computed on the
 NY0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0695.degrees latitude (g = 980.6199 gals.).
 NY0695
 NY0695.The modeled gravity was interpolated from observed gravity values.
 NY0695
 NY0695;                    North         East    Units  Estimated Accuracy
 NY0695;SPC OR S     -   119,740.    1,390,220.      MT  (+/- 180 meters Scaled)
 NY0695
 NY0695                          SUPERSEDED SURVEY CONTROL
 NY0695
 NY0695.No superseded survey control is available for this station.
 NY0695
 NY0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN948322(NAD 83)
 NY0695_MARKER: I = METAL ROD
 NY0695_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NY0695_SP_SET: STAINLESS STEEL ROD
 NY0695_STAMPING: C 789 1988
 NY0695_MARK LOGO: NGS   
 NY0695_PROJECTION: FLUSH
 NY0695_MAGNETIC: I = MARKER IS A STEEL ROD
 NY0695_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NY0695+STABILITY: POSITION/ELEVATION WELL
 NY0695_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NY0695+SATELLITE: SATELLITE OBSERVATIONS - 1988
 NY0695_ROD/PIPE-DEPTH: 12.1 meters
 NY0695
 NY0695  HISTORY     - Date     Condition        Report By
 NY0695  HISTORY     - 1988     MONUMENTED       NGS
 NY0695
 NY0695                          STATION DESCRIPTION
 NY0695
 NY0695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 NY0695'20.8 KM (12.90 MI) NORTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 NY0695'THE JUNCTION OF STATE HIGHWAY 422 IN CHILOQUIN, THENCE 1.6 KM
 NY0695'(1.00 MI) SOUTHWEST ALONG FOREST SERVICE ROAD NUMBER 43, 42.4 M
 NY0695'(139.1 FT) EAST OF THE CENTERLINE OF U.S. HIGHWAY 97, 12.7 M (41.7 FT)
 NY0695'SOUTH OF THE CENTER OF THE ROAD, 1.5 M (4.9 FT) BELOW THE ROAD LEVEL,
 NY0695'AND 0.3 M (1.0 FT) NORTH OF A WITNESS POST.  NOTE--ACCESS TO THE
 NY0695'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1244 ***********************************************************************
 QE1244  DESIGNATION -  C 79
 QE1244  PID         -  QE1244
 QE1244  STATE/COUNTY-  OR/LANE
 QE1244  USGS QUAD   -  HECETA HEAD (1984)
 QE1244
 QE1244                         *CURRENT SURVEY CONTROL
 QE1244  ___________________________________________________________________
 QE1244* NAD 83(1986)-  44 10 27.     (N)    124 06 54.     (W)     SCALED    
 QE1244* NAVD 88     -         9.133  (meters)      29.96   (feet)  ADJUSTED  
 QE1244  ___________________________________________________________________
 QE1244  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 QE1244  DYNAMIC HT  -           9.133 (meters)      29.96  (feet)  COMP
 QE1244  MODELED GRAV-     980,577.6   (mgal)                       NAVD 88
 QE1244
 QE1244  VERT ORDER  -  FIRST     CLASS II
 QE1244
 QE1244.The horizontal coordinates were scaled from a topographic map and have
 QE1244.an estimated accuracy of +/- 6 seconds.
 QE1244
 QE1244.The orthometric height was determined by differential leveling
 QE1244.and adjusted in June 1991.
 QE1244.WARNING-Repeat measurements at this control monument indicate possible
 QE1244.vertical movement.
 QE1244
 QE1244.The geoid height was determined by GEOID03.
 QE1244
 QE1244.The dynamic height is computed by dividing the NAVD 88
 QE1244.geopotential number by the normal gravity value computed on the
 QE1244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1244.degrees latitude (g = 980.6199 gals.).
 QE1244
 QE1244.The modeled gravity was interpolated from observed gravity values.
 QE1244
 QE1244;                    North         East    Units  Estimated Accuracy
 QE1244;SPC OR S     -   284,800.    1,210,980.      MT  (+/- 180 meters Scaled)
 QE1244
 QE1244                          SUPERSEDED SURVEY CONTROL
 QE1244
 QE1244  NGVD 29 (??/??/92)    8.098  (m)           26.57   (f) ADJ UNCH    1 2
 QE1244
 QE1244.Superseded values are not recommended for survey control.
 QE1244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1244.See file dsdata.txt to determine how the superseded data were derived.
 QE1244
 QE1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP108918(NAD 83)
 QE1244_MARKER: DD = SURVEY DISK
 QE1244_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QE1244_SP_SET: ABUTMENT WALKWAY
 QE1244_STAMPING: C 79 1933
 QE1244_MARK LOGO: ORHD  
 QE1244_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE1244
 QE1244  HISTORY     - Date     Condition        Report By
 QE1244  HISTORY     - 1933     MONUMENTED       CGS
 QE1244  HISTORY     - 1988     GOOD             NGS
 QE1244
 QE1244                          STATION DESCRIPTION
 QE1244
 QE1244'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 QE1244'10.2 MI S FROM YACHATS.
 QE1244'IN SIDEWALK AT NORTHEAST CORNER OF BIG CREEK BRIDGE.  ABOUT 18 INCHES
 QE1244'FROM END OF BRIDGE AND OUTSIDE CURB.
 QE1244
 QE1244                          STATION RECOVERY (1988)
 QE1244
 QE1244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QE1244'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  24.5 KM
 QE1244'(15.20 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM ITS JUNCTION WITH
 QE1244'STATE HIGHWAY 126 IN FLORENCE, IN THE NORTHEAST ABUTMENT WALKWAY OF A
 QE1244'HIGHWAY BRIDGE SPANNING BIG CREEK, AND 4.6 M (15.1 FT) EAST OF THE
 QE1244'CENTERLINE OF THE HIGHWAY.  NOTE--THE BRIDGE ABUTMENT IS RESTING ON
 QE1244'BEDROCK.
 QE1244'THE MARK IS 0.25 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0640 ***********************************************************************
 PB0640  DESIGNATION -  C 790
 PB0640  PID         -  PB0640
 PB0640  STATE/COUNTY-  OR/KLAMATH
 PB0640  USGS QUAD   -  MUTTONCHOP BUTTE (1967)
 PB0640
 PB0640                         *CURRENT SURVEY CONTROL
 PB0640  ___________________________________________________________________
 PB0640* NAD 83(1986)-  43 16 33.     (N)    121 46 25.     (W)     SCALED    
 PB0640* NAVD 88     -      1438.476  (meters)    4719.40   (feet)  ADJUSTED  
 PB0640  ___________________________________________________________________
 PB0640  GEOID HEIGHT-         -21.35  (meters)                     GEOID03
 PB0640  DYNAMIC HT  -        1437.681 (meters)    4716.79  (feet)  COMP
 PB0640  MODELED GRAV-     980,017.4   (mgal)                       NAVD 88
 PB0640
 PB0640  VERT ORDER  -  FIRST     CLASS II
 PB0640
 PB0640.The horizontal coordinates were scaled from a topographic map and have
 PB0640.an estimated accuracy of +/- 6 seconds.
 PB0640
 PB0640.The orthometric height was determined by differential leveling
 PB0640.and adjusted in June 1991.
 PB0640
 PB0640.The geoid height was determined by GEOID03.
 PB0640
 PB0640.The dynamic height is computed by dividing the NAVD 88
 PB0640.geopotential number by the normal gravity value computed on the
 PB0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0640.degrees latitude (g = 980.6199 gals.).
 PB0640
 PB0640.The modeled gravity was interpolated from observed gravity values.
 PB0640
 PB0640;                    North         East    Units  Estimated Accuracy
 PB0640;SPC OR S     -   179,540.    1,396,630.      MT  (+/- 180 meters Scaled)
 PB0640
 PB0640                          SUPERSEDED SURVEY CONTROL
 PB0640
 PB0640.No superseded survey control is available for this station.
 PB0640
 PB0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN995921(NAD 83)
 PB0640_MARKER: I = METAL ROD
 PB0640_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PB0640_SP_SET: STAINLESS STEEL ROD
 PB0640_STAMPING: C 790 1988
 PB0640_MARK LOGO: NGS   
 PB0640_PROJECTION: FLUSH
 PB0640_MAGNETIC: I = MARKER IS A STEEL ROD
 PB0640_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PB0640+STABILITY: POSITION/ELEVATION WELL
 PB0640_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PB0640+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2007
 PB0640_ROD/PIPE-DEPTH: 13.1 meters
 PB0640
 PB0640  HISTORY     - Date     Condition        Report By
 PB0640  HISTORY     - 1988     MONUMENTED       NGS
 PB0640  HISTORY     - 20070707 GOOD             GEOCAC
 PB0640
 PB0640                          STATION DESCRIPTION
 PB0640
 PB0640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 PB0640'6.9 KM (4.30 MI) NORTHERLY ALONG U.S. HIGHWAY 97 FROM THE POST OFFICE
 PB0640'IN CHEMULT, 29.0 M (95.1 FT) SOUTHEAST OF THE CENTERLINE OF THE
 PB0640'HIGHWAY, 19.6 M (64.3 FT) NORTHEAST OF THE CENTER OF FOREST SERVICE
 PB0640'ROAD 54, 0.3 M (1.0 FT) NORTHWEST OF A WITNESS POST, AND 0.3 M
 PB0640'(1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM
 PB0640'POINT IS THROUGH A 5-INCH LOGO CAP.
 PB0640
 PB0640                          STATION RECOVERY (2007)
 PB0640
 PB0640'RECOVERY NOTE BY GEOCACHING 2007 (MMH)
 PB0640'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0672 ***********************************************************************
 PB0672  DESIGNATION -  C 791
 PB0672  PID         -  PB0672
 PB0672  STATE/COUNTY-  OR/DESCHUTES
 PB0672  USGS QUAD   -  ANNS BUTTE (1981)
 PB0672
 PB0672                         *CURRENT SURVEY CONTROL
 PB0672  ___________________________________________________________________
 PB0672* NAD 83(1986)-  43 46 40.     (N)    121 26 59.     (W)     SCALED    
 PB0672* NAVD 88     -      1286.292  (meters)    4220.11   (feet)  ADJUSTED  
 PB0672  ___________________________________________________________________
 PB0672  GEOID HEIGHT-         -20.77  (meters)                     GEOID03
 PB0672  DYNAMIC HT  -        1285.703 (meters)    4218.18  (feet)  COMP
 PB0672  MODELED GRAV-     980,115.9   (mgal)                       NAVD 88
 PB0672
 PB0672  VERT ORDER  -  FIRST     CLASS II
 PB0672
 PB0672.The horizontal coordinates were scaled from a topographic map and have
 PB0672.an estimated accuracy of +/- 6 seconds.
 PB0672
 PB0672.The orthometric height was determined by differential leveling
 PB0672.and adjusted in June 1991.
 PB0672
 PB0672.The geoid height was determined by GEOID03.
 PB0672
 PB0672.The dynamic height is computed by dividing the NAVD 88
 PB0672.geopotential number by the normal gravity value computed on the
 PB0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0672.degrees latitude (g = 980.6199 gals.).
 PB0672
 PB0672.The modeled gravity was interpolated from observed gravity values.
 PB0672
 PB0672;                    North         East    Units  Estimated Accuracy
 PB0672;SPC OR S     -   234,950.    1,423,550.      MT  (+/- 180 meters Scaled)
 PB0672
 PB0672                          SUPERSEDED SURVEY CONTROL
 PB0672
 PB0672.No superseded survey control is available for this station.
 PB0672
 PB0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP247483(NAD 83)
 PB0672_MARKER: I = METAL ROD
 PB0672_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PB0672_SP_SET: STAINLESS STEEL ROD
 PB0672_STAMPING: C 791 1988
 PB0672_MARK LOGO: NGS   
 PB0672_PROJECTION: FLUSH
 PB0672_MAGNETIC: I = MARKER IS A STEEL ROD
 PB0672_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PB0672+STABILITY: POSITION/ELEVATION WELL
 PB0672_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PB0672+SATELLITE: SATELLITE OBSERVATIONS - 1988
 PB0672_ROD/PIPE-DEPTH: 24.7 meters
 PB0672
 PB0672  HISTORY     - Date     Condition        Report By
 PB0672  HISTORY     - 1988     MONUMENTED       NGS
 PB0672
 PB0672                          STATION DESCRIPTION
 PB0672
 PB0672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 PB0672'12.8 KM (7.95 MI) NORTHERLY ALONG U.S. HIGHWAY 97 FROM THE POST OFFICE
 PB0672'IN LAPINE, 37.5 M (123.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 PB0672'4.4 M (14.4 FT) NORTH OF THE CENTER OF A DIRT ROAD LEADING NORTHEAST,
 PB0672'0.3 M (1.0 FT) WEST OF A WITNESS POST, AND LEVEL WITH THE HIGHWAY.
 PB0672'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1011 ***********************************************************************
 QD1011  DESIGNATION -  C 8
 QD1011  PID         -  QD1011
 QD1011  STATE/COUNTY-  OR/DESCHUTES
 QD1011  USGS QUAD   -  BLACK CRATER (1988)
 QD1011
 QD1011                         *CURRENT SURVEY CONTROL
 QD1011  ___________________________________________________________________
 QD1011* NAD 83(1986)-  44 18 12.     (N)    121 43 54.     (W)     SCALED    
 QD1011* NAVD 88     -      1336.795  (meters)    4385.80   (feet)  POSTED    
 QD1011  ___________________________________________________________________
 QD1011  GEOID HEIGHT-         -21.00  (meters)                     GEOID03
 QD1011  DYNAMIC HT  -        1336.250 (meters)    4384.01  (feet)  COMP
 QD1011  MODELED GRAV-     980,161.1   (mgal)                       NAVD 88
 QD1011
 QD1011  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 QD1011
 QD1011.The horizontal coordinates were scaled from a topographic map and have
 QD1011.an estimated accuracy of +/- 6 seconds.
 QD1011
 QD1011.The orthometric height was determined by differential leveling
 QD1011.and adjusted by the  in 1992.
 QD1011.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 QD1011.rate of 1.1 thru 2.0 mm/km.
 QD1011
 QD1011.The geoid height was determined by GEOID03.
 QD1011
 QD1011.The dynamic height is computed by dividing the NAVD 88
 QD1011.geopotential number by the normal gravity value computed on the
 QD1011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1011.degrees latitude (g = 980.6199 gals.).
 QD1011
 QD1011.The modeled gravity was interpolated from observed gravity values.
 QD1011
 QD1011;                    North         East    Units  Estimated Accuracy
 QD1011;SPC OR S     -   293,630.    1,401,710.      MT  (+/- 180 meters Scaled)
 QD1011
 QD1011                          SUPERSEDED SURVEY CONTROL
 QD1011
 QD1011  NGVD 29 (??/??/92) 1335.574  (m)         4381.80   (f) ADJ UNCH    1 2
 QD1011
 QD1011.Superseded values are not recommended for survey control.
 QD1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1011.See file dsdata.txt to determine how the superseded data were derived.
 QD1011
 QD1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ011063(NAD 83)
 QD1011_MARKER: DD = SURVEY DISK
 QD1011_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 QD1011_SP_SET: UNSP ROCK
 QD1011_STAMPING: C 8 26
 QD1011_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QD1011
 QD1011  HISTORY     - Date     Condition        Report By
 QD1011  HISTORY     - UNK      MONUMENTED       USFS
 QD1011  HISTORY     - 1943     GOOD             NGS
 QD1011
 QD1011                          STATION DESCRIPTION
 QD1011
 QD1011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QD1011'5.2 MI E FROM MCKENZIE PASS.
 QD1011'ABOUT 5.2 MILES EAST ALONG U.S. HIGHWAY 28 FROM MCKENZIE PASS,
 QD1011'DESCHUTES COUNTY, SET IN THE TOP OF A ROCK AT THE NORTHWEST END OF
 QD1011'VERY SMALL HIGHWAY CUT, 163 FEET WEST OF A CURVE SIGN, 15.0 FEET NORTH
 QD1011'OF THE CENTER LINE OF THE HIGHWAY, 2.3 FEET NORTH OF A WHITE REFERENCE
 QD1011'POST.  STAMPING C 8 26.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1063 ***********************************************************************
 QE1063  DESIGNATION -  C 80
 QE1063  PID         -  QE1063
 QE1063  STATE/COUNTY-  OR/LINCOLN
 QE1063  USGS QUAD   -  WALDPORT (1984)
 QE1063
 QE1063                         *CURRENT SURVEY CONTROL
 QE1063  ___________________________________________________________________
 QE1063* NAD 83(1986)-  44 29 41.     (N)    124 04 58.     (W)     SCALED    
 QE1063* NAVD 88     -         8.852  (meters)      29.04   (feet)  ADJUSTED  
 QE1063  ___________________________________________________________________
 QE1063  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 QE1063  DYNAMIC HT  -           8.851 (meters)      29.04  (feet)  COMP
 QE1063  MODELED GRAV-     980,569.3   (mgal)                       NAVD 88
 QE1063
 QE1063  VERT ORDER  -  FIRST     CLASS II
 QE1063
 QE1063.The horizontal coordinates were scaled from a topographic map and have
 QE1063.an estimated accuracy of +/- 6 seconds.
 QE1063
 QE1063.The orthometric height was determined by differential leveling
 QE1063.and adjusted in June 1991.
 QE1063.WARNING-Repeat measurements at this control monument indicate possible
 QE1063.vertical movement.
 QE1063
 QE1063.The geoid height was determined by GEOID03.
 QE1063
 QE1063.The dynamic height is computed by dividing the NAVD 88
 QE1063.geopotential number by the normal gravity value computed on the
 QE1063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1063.degrees latitude (g = 980.6199 gals.).
 QE1063
 QE1063.The modeled gravity was interpolated from observed gravity values.
 QE1063
 QE1063;                    North         East    Units  Estimated Accuracy
 QE1063;SPC OR N     -    98,330.    2,215,140.      MT  (+/- 180 meters Scaled)
 QE1063
 QE1063                          SUPERSEDED SURVEY CONTROL
 QE1063
 QE1063.No superseded survey control is available for this station.
 QE1063
 QE1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ139273(NAD 83)
 QE1063_MARKER: DD = SURVEY DISK
 QE1063_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QE1063_SP_SET: HEADWALL
 QE1063_STAMPING: C 80 1933
 QE1063_MARK LOGO: CGS   
 QE1063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE1063+STABILITY: SURFACE MOTION
 QE1063
 QE1063  HISTORY     - Date     Condition        Report By
 QE1063  HISTORY     - 1933     MONUMENTED       ORDT
 QE1063  HISTORY     - 1933     GOOD             NGS
 QE1063  HISTORY     - 1988     GOOD             NGS
 QE1063
 QE1063                          STATION DESCRIPTION
 QE1063
 QE1063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 QE1063'5.1 MI N FROM WALDPORT.
 QE1063'ABOUT 5.1 MILES NORTH OF WALDPORT.  30 FEET WEST OF CENTERLINE OF
 QE1063'HIGHWAY IN CENTER OF WEST HEAD WALL OF CULVERT OVER HOTEL CREEK. 1200
 QE1063'FEET SOUTH OF SEAL ROCKS.  10 FEET BELOW HIGHWAY.
 QE1063
 QE1063                          STATION RECOVERY (1988)
 QE1063
 QE1063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QE1063'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  8.0 KM
 QE1063'(4.95 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM ITS JUNCTION WITH
 QE1063'STATE HIGHWAY 34 IN WALDPORT, IN TOP OF THE CENTER OF THE WEST
 QE1063'CONCRETE HEADWALL OF A CULVERT SPANNING HILL CREEK, 9.1 M (29.9 FT)
 QE1063'WEST OF THE CENTERLINE OF THE HIGHWAY, AND ON THE EXTENDED CENTER OF
 QE1063'SEAL ROCK STREET.
 QE1063'THE MARK IS 4.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0442 ***********************************************************************
 RB0442  DESIGNATION -  C 81
 RB0442  PID         -  RB0442
 RB0442  STATE/COUNTY-  OR/UMATILLA
 RB0442  USGS QUAD   -  CAYUSE (1966)
 RB0442
 RB0442                         *CURRENT SURVEY CONTROL
 RB0442  ___________________________________________________________________
 RB0442* NAD 83(1986)-  45 44 39.     (N)    118 35 35.     (W)     SCALED    
 RB0442* NAVD 88     -       439.798  (meters)    1442.90   (feet)  ADJUSTED  
 RB0442  ___________________________________________________________________
 RB0442  GEOID HEIGHT-         -20.53  (meters)                     GEOID03
 RB0442  DYNAMIC HT  -         439.753 (meters)    1442.76  (feet)  COMP
 RB0442  MODELED GRAV-     980,502.4   (mgal)                       NAVD 88
 RB0442
 RB0442  VERT ORDER  -  FIRST     CLASS II
 RB0442
 RB0442.The horizontal coordinates were scaled from a topographic map and have
 RB0442.an estimated accuracy of +/- 6 seconds.
 RB0442
 RB0442.The orthometric height was determined by differential leveling
 RB0442.and adjusted in June 1991.
 RB0442
 RB0442.The geoid height was determined by GEOID03.
 RB0442
 RB0442.The dynamic height is computed by dividing the NAVD 88
 RB0442.geopotential number by the normal gravity value computed on the
 RB0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0442.degrees latitude (g = 980.6199 gals.).
 RB0442
 RB0442.The modeled gravity was interpolated from observed gravity values.
 RB0442
 RB0442;                    North         East    Units  Estimated Accuracy
 RB0442;SPC OR N     -   232,610.    2,648,380.      MT  (+/- 180 meters Scaled)
 RB0442
 RB0442                          SUPERSEDED SURVEY CONTROL
 RB0442
 RB0442  NGVD 29 (??/??/92)  438.760  (m)         1439.50   (f) ADJ UNCH    1 2
 RB0442
 RB0442.Superseded values are not recommended for survey control.
 RB0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0442.See file dsdata.txt to determine how the superseded data were derived.
 RB0442
 RB0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL760668(NAD 83)
 RB0442_MARKER: DB = BENCH MARK DISK
 RB0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0442_STAMPING: C 81 1933
 RB0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0442+STABILITY: SURFACE MOTION
 RB0442
 RB0442  HISTORY     - Date     Condition        Report By
 RB0442  HISTORY     - 1933     MONUMENTED       CGS
 RB0442  HISTORY     - 1964     MARK NOT FOUND   NGS
 RB0442
 RB0442                          STATION DESCRIPTION
 RB0442
 RB0442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 RB0442'2.2 MI SW FROM ADAMS.
 RB0442'THE MARK WAS TO HAVE BEEN 2.2 MILES SOUTHWEST ALONG THE UNION PACIFIC
 RB0442'RAILROAD, FROM THE STATION AT ADAMS, UMATILLA COUNTY, 42 FEET NORTH OF
 RB0442'THE TRACKS, 25 FEET SOUTH OF THE CENTER OF THE OREGON-WASHINGTON
 RB0442'HIGHWAY, AND 3 FEET INSIDE THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 RB0442'STAMPED C 81 1933 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0583 ***********************************************************************
 RA0583  DESIGNATION -  C 83
 RA0583  PID         -  RA0583
 RA0583  STATE/COUNTY-  OR/WALLOWA
 RA0583  USGS QUAD   -  HICKS SPRING (1990)
 RA0583
 RA0583                         *CURRENT SURVEY CONTROL
 RA0583  ___________________________________________________________________
 RA0583* NAD 83(1986)-  45 35 13.     (N)    117 15 20.     (W)     SCALED    
 RA0583* NAVD 88     -      1310.941  (meters)    4300.98   (feet)  POSTED    
 RA0583  ___________________________________________________________________
 RA0583  GEOID HEIGHT-         -16.39  (meters)                     GEOID03
 RA0583  DYNAMIC HT  -        1310.570 (meters)    4299.76  (feet)  COMP
 RA0583  MODELED GRAV-     980,287.0   (mgal)                       NAVD 88
 RA0583
 RA0583  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 RA0583
 RA0583.The horizontal coordinates were scaled from a topographic map and have
 RA0583.an estimated accuracy of +/- 6 seconds.
 RA0583
 RA0583.The orthometric height was determined by differential leveling
 RA0583.and adjusted by the  in 1992.
 RA0583.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 RA0583.rate of 2.1 thru 3.0 mm/km.
 RA0583
 RA0583.The geoid height was determined by GEOID03.
 RA0583
 RA0583.The dynamic height is computed by dividing the NAVD 88
 RA0583.geopotential number by the normal gravity value computed on the
 RA0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0583.degrees latitude (g = 980.6199 gals.).
 RA0583
 RA0583.The modeled gravity was interpolated from observed gravity values.
 RA0583
 RA0583;                    North         East    Units  Estimated Accuracy
 RA0583;SPC OR N     -   218,470.    2,753,100.      MT  (+/- 180 meters Scaled)
 RA0583
 RA0583                          SUPERSEDED SURVEY CONTROL
 RA0583
 RA0583  NGVD 29 (??/??/92) 1309.726  (m)         4296.99   (f) ADJ UNCH    2 0
 RA0583
 RA0583.Superseded values are not recommended for survey control.
 RA0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0583.See file dsdata.txt to determine how the superseded data were derived.
 RA0583
 RA0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML800481(NAD 83)
 RA0583_MARKER: R = RIVET
 RA0583_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RA0583_SP_SET: CULVERT
 RA0583_STAMPING: C 83 1934
 RA0583_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RA0583
 RA0583  HISTORY     - Date     Condition        Report By
 RA0583  HISTORY     - 1934     MONUMENTED       CGS
 RA0583  HISTORY     - 1954     MARK NOT FOUND   NGS
 RA0583
 RA0583                          STATION DESCRIPTION
 RA0583
 RA0583'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RA0583'12.3 MI N FROM ENTERPRISE.
 RA0583'12.3 MILES NORTH ALONG STATE HWY. 3 FROM COURTHOUSE ALONG THE RIGHT OF
 RA0583'WAY STATE HWY. 3, A RIVET SET ON S.E. HEADWALL OF CULVERT.  15 FEET
 RA0583'EAST OF THE CENTER LINE OF HIGHWAY.  3 FEET BELOW GRADE OF HIGHWAY.
 RA0583
 RA0583                          STATION RECOVERY (1954)
 RA0583
 RA0583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 RA0583'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0629 ***********************************************************************
 RA0629  DESIGNATION -  C 84
 RA0629  PID         -  RA0629
 RA0629  STATE/COUNTY-  OR/WALLOWA
 RA0629  USGS QUAD   -  EVANS (1990)
 RA0629
 RA0629                         *CURRENT SURVEY CONTROL
 RA0629  ___________________________________________________________________
 RA0629* NAD 83(1986)-  45 30 29.     (N)    117 27 26.     (W)     SCALED    
 RA0629* NAVD 88     -       979.738  (meters)    3214.36   (feet)  ADJUSTED  
 RA0629  ___________________________________________________________________
 RA0629  GEOID HEIGHT-         -16.67  (meters)                     GEOID03
 RA0629  DYNAMIC HT  -         979.498 (meters)    3213.57  (feet)  COMP
 RA0629  MODELED GRAV-     980,338.0   (mgal)                       NAVD 88
 RA0629
 RA0629  VERT ORDER  -  SECOND    CLASS 0
 RA0629
 RA0629.The horizontal coordinates were scaled from a topographic map and have
 RA0629.an estimated accuracy of +/- 6 seconds.
 RA0629
 RA0629.The orthometric height was determined by differential leveling
 RA0629.and adjusted in June 1991.
 RA0629
 RA0629.The geoid height was determined by GEOID03.
 RA0629
 RA0629.The dynamic height is computed by dividing the NAVD 88
 RA0629.geopotential number by the normal gravity value computed on the
 RA0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0629.degrees latitude (g = 980.6199 gals.).
 RA0629
 RA0629.The modeled gravity was interpolated from observed gravity values.
 RA0629
 RA0629;                    North         East    Units  Estimated Accuracy
 RA0629;SPC OR N     -   209,100.    2,737,710.      MT  (+/- 180 meters Scaled)
 RA0629
 RA0629                          SUPERSEDED SURVEY CONTROL
 RA0629
 RA0629  NGVD 29 (??/??/92)  978.579  (m)         3210.55   (f) ADJ UNCH    2 0
 RA0629
 RA0629.Superseded values are not recommended for survey control.
 RA0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0629.See file dsdata.txt to determine how the superseded data were derived.
 RA0629
 RA0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML642394(NAD 83)
 RA0629_MARKER: DB = BENCH MARK DISK
 RA0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RA0629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RA0629_STAMPING: C 84 1934
 RA0629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0629+STABILITY: SURFACE MOTION
 RA0629
 RA0629  HISTORY     - Date     Condition        Report By
 RA0629  HISTORY     - 1934     MONUMENTED       CGS
 RA0629
 RA0629                          STATION DESCRIPTION
 RA0629
 RA0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RA0629'2.0 MI N FROM LOSTINE.
 RA0629'2.0 MILES NORTH WEST ALONG STATE HWY. 82 FROM POST OFFICE ALONG THE
 RA0629'RIGHT OF WAY OF STATE HWY. 82, 0.5 MILE WEST OF RANCH ON SOUTH SIDE OF
 RA0629'HIGHWAY, 34 FEET NORTH OF THE CENTERLINE OF HIGHWAY, 7.0 FEET WEST OF
 RA0629'GATE TO FIELD, 1.0 WEST R.O.W. FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0755 ***********************************************************************
 RA0755  DESIGNATION -  C 85
 RA0755  PID         -  RA0755
 RA0755  STATE/COUNTY-  OR/UNION
 RA0755  USGS QUAD   -  IMBLER (1994)
 RA0755
 RA0755                         *CURRENT SURVEY CONTROL
 RA0755  ___________________________________________________________________
 RA0755* NAD 83(1986)-  45 28 54.     (N)    117 56 46.     (W)     SCALED    
 RA0755* NAVD 88     -       822.101  (meters)    2697.18   (feet)  ADJUSTED  
 RA0755  ___________________________________________________________________
 RA0755  GEOID HEIGHT-         -17.97  (meters)                     GEOID03
 RA0755  DYNAMIC HT  -         821.920 (meters)    2696.58  (feet)  COMP
 RA0755  MODELED GRAV-     980,369.3   (mgal)                       NAVD 88
 RA0755
 RA0755  VERT ORDER  -  SECOND    CLASS 0
 RA0755
 RA0755.The horizontal coordinates were scaled from a topographic map and have
 RA0755.an estimated accuracy of +/- 6 seconds.
 RA0755
 RA0755.The orthometric height was determined by differential leveling
 RA0755.and adjusted in June 1991.
 RA0755
 RA0755.The geoid height was determined by GEOID03.
 RA0755
 RA0755.The dynamic height is computed by dividing the NAVD 88
 RA0755.geopotential number by the normal gravity value computed on the
 RA0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0755.degrees latitude (g = 980.6199 gals.).
 RA0755
 RA0755.The modeled gravity was interpolated from observed gravity values.
 RA0755
 RA0755;                    North         East    Units  Estimated Accuracy
 RA0755;SPC OR N     -   204,840.    2,699,620.      MT  (+/- 180 meters Scaled)
 RA0755
 RA0755                          SUPERSEDED SURVEY CONTROL
 RA0755
 RA0755  NGVD 29 (??/??/92)  820.999  (m)         2693.56   (f) ADJ UNCH    2 0
 RA0755
 RA0755.Superseded values are not recommended for survey control.
 RA0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0755.See file dsdata.txt to determine how the superseded data were derived.
 RA0755
 RA0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML260368(NAD 83)
 RA0755_MARKER: DB = BENCH MARK DISK
 RA0755_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RA0755_SP_SET: ABUTMENT
 RA0755_STAMPING: C 85 1934
 RA0755_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RA0755
 RA0755  HISTORY     - Date     Condition        Report By
 RA0755  HISTORY     - 1934     MONUMENTED       CGS
 RA0755  HISTORY     - 1964     MARK NOT FOUND   NGS
 RA0755
 RA0755                          STATION DESCRIPTION
 RA0755
 RA0755'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RA0755'1.7 MI NE FROM IMBLER.
 RA0755'1.7 MILES N.E. ALONG STATE HWY. 82 FROM POSTOFFICE ALONG THE RIGHT OF
 RA0755'WAY OF STATE HWY. 82, 8 1/4 TELEPHONE POLES SOUTH OF MILE POST 140, 25
 RA0755'FEET EAST OF THE CENTERLINE OF HIGHWAY, 1 FOOT WEST OF R.O.W. FENCE.
 RA0755
 RA0755                          STATION RECOVERY (1964)
 RA0755
 RA0755'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 RA0755'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0784 ***********************************************************************
 RB0784  DESIGNATION -  C 86
 RB0784  PID         -  RB0784
 RB0784  STATE/COUNTY-  OR/MORROW
 RB0784  USGS QUAD   -  FREEZEOUT RIDGE (1967)
 RB0784
 RB0784                         *CURRENT SURVEY CONTROL
 RB0784  ___________________________________________________________________
 RB0784* NAD 83(1986)-  45 22 06.     (N)    119 21 43.     (W)     SCALED    
 RB0784* NAVD 88     -       863.473  (meters)    2832.91   (feet)  ADJUSTED  
 RB0784  ___________________________________________________________________
 RB0784  GEOID HEIGHT-         -20.35  (meters)                     GEOID03
 RB0784  DYNAMIC HT  -         863.265 (meters)    2832.23  (feet)  COMP
 RB0784  MODELED GRAV-     980,347.5   (mgal)                       NAVD 88
 RB0784
 RB0784  VERT ORDER  -  SECOND    CLASS 0
 RB0784
 RB0784.The horizontal coordinates were scaled from a topographic map and have
 RB0784.an estimated accuracy of +/- 6 seconds.
 RB0784
 RB0784.The orthometric height was determined by differential leveling
 RB0784.and adjusted in June 1991.
 RB0784
 RB0784.The geoid height was determined by GEOID03.
 RB0784
 RB0784.The dynamic height is computed by dividing the NAVD 88
 RB0784.geopotential number by the normal gravity value computed on the
 RB0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0784.degrees latitude (g = 980.6199 gals.).
 RB0784
 RB0784.The modeled gravity was interpolated from observed gravity values.
 RB0784
 RB0784;                    North         East    Units  Estimated Accuracy
 RB0784;SPC OR N     -   189,720.    2,589,140.      MT  (+/- 180 meters Scaled)
 RB0784
 RB0784                          SUPERSEDED SURVEY CONTROL
 RB0784
 RB0784  NGVD 29 (??/??/92)  862.338  (m)         2829.19   (f) ADJ UNCH    2 0
 RB0784
 RB0784.Superseded values are not recommended for survey control.
 RB0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0784.See file dsdata.txt to determine how the superseded data were derived.
 RB0784
 RB0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL150265(NAD 83)
 RB0784_MARKER: DB = BENCH MARK DISK
 RB0784_SETTING: 0 = UNSPECIFIED SETTING
 RB0784_STAMPING: C 86 1934
 RB0784_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RB0784
 RB0784  HISTORY     - Date     Condition        Report By
 RB0784  HISTORY     - 1934     MONUMENTED       CGS
 RB0784  HISTORY     - 1966     MARK NOT FOUND   NGS
 RB0784
 RB0784                          STATION DESCRIPTION
 RB0784
 RB0784'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RB0784'9.9 MI E FROM HEPPNER.
 RB0784'9.9 MI. EAST FROM COURT HOUSE ALONG STATE HIGHWAY NO. 74, 0.5 MILE
 RB0784'NORTH OF RANCH HOUSE.  49 FEET SOUTHEAST OF GALVANIZED IRON CULVERT
 RB0784'WITH ROCK ABUTMENTS.  34 FEET EAST OF CENTERLINE OF HIGHWAY.  1 FOOT
 RB0784'WEST OF FENCE.  ABOUT 3 FEET ABOVE HIGHWAY GRADE.
 RB0784
 RB0784                          STATION RECOVERY (1966)
 RB0784
 RB0784'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 RB0784'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0862 ***********************************************************************
 RB0862  DESIGNATION -  C 87
 RB0862  PID         -  RB0862
 RB0862  STATE/COUNTY-  OR/MORROW
 RB0862  USGS QUAD   -  LEXINGTON (1968)
 RB0862
 RB0862                         *CURRENT SURVEY CONTROL
 RB0862  ___________________________________________________________________
 RB0862* NAD 83(1986)-  45 28 31.     (N)    119 44 43.     (W)     SCALED    
 RB0862* NAVD 88     -       387.702  (meters)    1271.99   (feet)  ADJUSTED  
 RB0862  ___________________________________________________________________
 RB0862  GEOID HEIGHT-         -21.19  (meters)                     GEOID03
 RB0862  DYNAMIC HT  -         387.658 (meters)    1271.84  (feet)  COMP
 RB0862  MODELED GRAV-     980,493.3   (mgal)                       NAVD 88
 RB0862
 RB0862  VERT ORDER  -  SECOND    CLASS 0
 RB0862
 RB0862.The horizontal coordinates were scaled from a topographic map and have
 RB0862.an estimated accuracy of +/- 6 seconds.
 RB0862
 RB0862.The orthometric height was determined by differential leveling
 RB0862.and adjusted in June 1991.
 RB0862
 RB0862.The geoid height was determined by GEOID03.
 RB0862
 RB0862.The dynamic height is computed by dividing the NAVD 88
 RB0862.geopotential number by the normal gravity value computed on the
 RB0862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0862.degrees latitude (g = 980.6199 gals.).
 RB0862
 RB0862.The modeled gravity was interpolated from observed gravity values.
 RB0862
 RB0862;                    North         East    Units  Estimated Accuracy
 RB0862;SPC OR N     -   201,250.    2,559,010.      MT  (+/- 180 meters Scaled)
 RB0862
 RB0862                          SUPERSEDED SURVEY CONTROL
 RB0862
 RB0862  NGVD 29 (??/??/92)  386.662  (m)         1268.57   (f) ADJ UNCH    2 0
 RB0862
 RB0862.Superseded values are not recommended for survey control.
 RB0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0862.See file dsdata.txt to determine how the superseded data were derived.
 RB0862
 RB0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKL854394(NAD 83)
 RB0862_MARKER: DB = BENCH MARK DISK
 RB0862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0862_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0862_STAMPING: C 87 1934
 RB0862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0862+STABILITY: SURFACE MOTION
 RB0862
 RB0862  HISTORY     - Date     Condition        Report By
 RB0862  HISTORY     - 1934     MONUMENTED       CGS
 RB0862  HISTORY     - 1959     GOOD             NGS
 RB0862
 RB0862                          STATION DESCRIPTION
 RB0862
 RB0862'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RB0862'3.7 MI NW FROM LEXINGTON.
 RB0862'2.7 MILES NORTHWEST ALONG STATE HIGHWAY 74 FROM THE PUBLIC SCHOOL AT
 RB0862'LEXINGTON, THENCE 1.0 MILE NORTHWEST ALONG THE UNION PACIFIC RAILROAD,
 RB0862'483 FEET SOUTHEAST OF MILEPOLE 33, 50 FEET SOUTH OF THE SOUTH RAIL, 96
 RB0862'FEET EAST OF THE EAST EDGE OF A ROCK CLIFF, 54 FEET SOUTHEAST OF THE
 RB0862'SOUTH END OF 18-INCH PIPE CULVERT 33.15, 32 FEET EAST OF A T FENCE
 RB0862'JUNCTION, 0.6 FOOT NORTH OF A FENCE, 1.3 FEET SOUTH OF A WITNESS POST,
 RB0862'ABOUT 2 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE
 RB0862'POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0007 ***********************************************************************
 RC0007  DESIGNATION -  C 88
 RC0007  PID         -  RC0007
 RC0007  STATE/COUNTY-  OR/GILLIAM
 RC0007  USGS QUAD   -  HORN BUTTE (1964)
 RC0007
 RC0007                         *CURRENT SURVEY CONTROL
 RC0007  ___________________________________________________________________
 RC0007* NAD 83(1986)-  45 43 13.     (N)    120 02 11.     (W)     SCALED    
 RC0007* NAVD 88     -       117.393  (meters)     385.15   (feet)  ADJUSTED  
 RC0007  ___________________________________________________________________
 RC0007  GEOID HEIGHT-         -21.75  (meters)                     GEOID03
 RC0007  DYNAMIC HT  -         117.390 (meters)     385.14  (feet)  COMP
 RC0007  MODELED GRAV-     980,586.4   (mgal)                       NAVD 88
 RC0007
 RC0007  VERT ORDER  -  SECOND    CLASS 0
 RC0007
 RC0007.The horizontal coordinates were scaled from a topographic map and have
 RC0007.an estimated accuracy of +/- 6 seconds.
 RC0007
 RC0007.The orthometric height was determined by differential leveling
 RC0007.and adjusted in June 1991.
 RC0007
 RC0007.The geoid height was determined by GEOID03.
 RC0007
 RC0007.The dynamic height is computed by dividing the NAVD 88
 RC0007.geopotential number by the normal gravity value computed on the
 RC0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0007.degrees latitude (g = 980.6199 gals.).
 RC0007
 RC0007.The modeled gravity was interpolated from observed gravity values.
 RC0007
 RC0007;                    North         East    Units  Estimated Accuracy
 RC0007;SPC OR N     -   228,310.    2,536,090.      MT  (+/- 180 meters Scaled)
 RC0007
 RC0007                          SUPERSEDED SURVEY CONTROL
 RC0007
 RC0007  NGVD 29 (??/??/92)  116.385  (m)          381.84   (f) ADJ UNCH    2 0
 RC0007
 RC0007.Superseded values are not recommended for survey control.
 RC0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0007.See file dsdata.txt to determine how the superseded data were derived.
 RC0007
 RC0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGR306672(NAD 83)
 RC0007_MARKER: DD = SURVEY DISK
 RC0007_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RC0007_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RC0007_STAMPING: C 88 382 1906
 RC0007_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC0007
 RC0007  HISTORY     - Date     Condition        Report By
 RC0007  HISTORY     - 1906     MONUMENTED       USGS
 RC0007  HISTORY     - 1934     GOOD             NGS
 RC0007
 RC0007                          STATION DESCRIPTION
 RC0007
 RC0007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RC0007'6.0 MI S FROM HEPPNER JUNCTION.
 RC0007'6.0 MI. SOUTH FROM STATION.  ALONG THE RIGHT OF WAY OF THE
 RC0007'OREGON-WASHINGTON RAILROAD AND NAVIGATION CO., 0.7 MILE NORTH WEST OF
 RC0007'SIGNBOARD RHEA.  77 YARDS NORTH OF MILE POST 6.  44 FEET EAST OF
 RC0007'TRACK.  14 FEET NORTH OF GATE TO PRIVATE CROSSING.  3 FEET WEST OF
 RC0007'RIGHT OF WAY FENCE.  IRON PIPE, RESET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0600 ***********************************************************************
 QC0600  DESIGNATION -  C 89
 QC0600  PID         -  QC0600
 QC0600  STATE/COUNTY-  OR/WHEELER
 QC0600  USGS QUAD   -  WHITETAIL BUTTE (1995)
 QC0600
 QC0600                         *CURRENT SURVEY CONTROL
 QC0600  ___________________________________________________________________
 QC0600* NAD 83(1986)-  44 57 48.     (N)    119 42 29.     (W)     SCALED    
 QC0600* NAVD 88     -      1340.137  (meters)    4396.77   (feet)  ADJUSTED  
 QC0600  ___________________________________________________________________
 QC0600  GEOID HEIGHT-         -19.54  (meters)                     GEOID03
 QC0600  DYNAMIC HT  -        1339.739 (meters)    4395.46  (feet)  COMP
 QC0600  MODELED GRAV-     980,271.5   (mgal)                       NAVD 88
 QC0600
 QC0600  VERT ORDER  -  SECOND    CLASS 0
 QC0600
 QC0600.The horizontal coordinates were scaled from a topographic map and have
 QC0600.an estimated accuracy of +/- 6 seconds.
 QC0600
 QC0600.The orthometric height was determined by differential leveling
 QC0600.and adjusted in June 1991.
 QC0600
 QC0600.The geoid height was determined by GEOID03.
 QC0600
 QC0600.The dynamic height is computed by dividing the NAVD 88
 QC0600.geopotential number by the normal gravity value computed on the
 QC0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0600.degrees latitude (g = 980.6199 gals.).
 QC0600
 QC0600.The modeled gravity was interpolated from observed gravity values.
 QC0600
 QC0600;                    North         East    Units  Estimated Accuracy
 QC0600;SPC OR N     -   144,390.    2,562,480.      MT  (+/- 180 meters Scaled)
 QC0600
 QC0600                          SUPERSEDED SURVEY CONTROL
 QC0600
 QC0600  NGVD 29 (??/??/92) 1338.970  (m)         4392.94   (f) ADJ UNCH    2 0
 QC0600
 QC0600.Superseded values are not recommended for survey control.
 QC0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0600.See file dsdata.txt to determine how the superseded data were derived.
 QC0600
 QC0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKK864824(NAD 83)
 QC0600_MARKER: DB = BENCH MARK DISK
 QC0600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0600_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QC0600_STAMPING: C 89 1934
 QC0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0600+STABILITY: SURFACE MOTION
 QC0600
 QC0600  HISTORY     - Date     Condition        Report By
 QC0600  HISTORY     - 1934     MONUMENTED       CGS
 QC0600  HISTORY     - 1962     GOOD             NGS
 QC0600
 QC0600                          STATION DESCRIPTION
 QC0600
 QC0600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 QC0600'19.7 MI S FROM HARDMAN.
 QC0600'REACHED FROM THE POST OFFICE AT HARDMAN, GO SOUTH ON STATE HIGHWAY 207
 QC0600'FOR ABOUT 19.7 MILES, (THIS IS ABOUT 3.5 MILES SOUTH OF THE
 QC0600'WHEELER-MORROW COUNTY LINE AT PORTER CREEK,) ABOUT 260 YARDS NORTH OF
 QC0600'THE JUNCTION OF THE ROAD TO UKIAH AND TUPPER RANGER STATION, 31 FEET
 QC0600'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 3 FEET HIGHER. A
 QC0600'STANDARD DISK SET IN THE TOP OF A CONCRETE POST THAT IS PROJECTING
 QC0600'ABOUT 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0386 ***********************************************************************
 QC0386  DESIGNATION -  C 90
 QC0386  PID         -  QC0386
 QC0386  STATE/COUNTY-  OR/GRANT
 QC0386  USGS QUAD   -  FUNNY BUTTE (1992)
 QC0386
 QC0386                         *CURRENT SURVEY CONTROL
 QC0386  ___________________________________________________________________
 QC0386* NAD 83(1986)-  44 04 55.     (N)    119 34 01.     (W)     SCALED    
 QC0386* NAVD 88     -      1399.612  (meters)    4591.89   (feet)  ADJUSTED  
 QC0386  ___________________________________________________________________
 QC0386  GEOID HEIGHT-         -18.70  (meters)                     GEOID03
 QC0386  DYNAMIC HT  -        1398.942 (meters)    4589.70  (feet)  COMP
 QC0386  MODELED GRAV-     980,090.8   (mgal)                       NAVD 88
 QC0386
 QC0386  VERT ORDER  -  SECOND    CLASS 0
 QC0386
 QC0386.The horizontal coordinates were scaled from a topographic map and have
 QC0386.an estimated accuracy of +/- 6 seconds.
 QC0386
 QC0386.The orthometric height was determined by differential leveling
 QC0386.and adjusted in June 1991.
 QC0386
 QC0386.The geoid height was determined by GEOID03.
 QC0386
 QC0386.The dynamic height is computed by dividing the NAVD 88
 QC0386.geopotential number by the normal gravity value computed on the
 QC0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0386.degrees latitude (g = 980.6199 gals.).
 QC0386
 QC0386.The modeled gravity was interpolated from observed gravity values.
 QC0386
 QC0386;                    North         East    Units  Estimated Accuracy
 QC0386;SPC OR N     -    46,580.    2,574,740.      MT  (+/- 180 meters Scaled)
 QC0386
 QC0386                          SUPERSEDED SURVEY CONTROL
 QC0386
 QC0386  NGVD 29 (??/??/92) 1398.359  (m)         4587.78   (f) ADJ UNCH    2 0
 QC0386
 QC0386.Superseded values are not recommended for survey control.
 QC0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0386.See file dsdata.txt to determine how the superseded data were derived.
 QC0386
 QC0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKJ944841(NAD 83)
 QC0386_MARKER: DB = BENCH MARK DISK
 QC0386_SETTING: 0 = UNSPECIFIED SETTING
 QC0386_STAMPING: C 90 1934
 QC0386_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QC0386
 QC0386  HISTORY     - Date     Condition        Report By
 QC0386  HISTORY     - 1934     MONUMENTED       CGS
 QC0386  HISTORY     - 1958     MARK NOT FOUND   NGS
 QC0386
 QC0386                          STATION DESCRIPTION
 QC0386
 QC0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QC0386'6.8 MI E FROM SUPLEE.
 QC0386'6.8 MI. EAST FROM TURN-OFF TO POST OFFICE.  ALONG THE SHORTEST ROAD
 QC0386'FROM SUPLEE TO KEERINS RANCH, 5.8 MILES WEST OF KEERINS RANCH, 0.35
 QC0386'MILE WEST OF SMALL CABIN, 0.25 WEST OF GATE ON ROAD, AT SOUTH EAST END
 QC0386'OF POLE STACK YARD, 28 FEET NORTH OF ROAD, AND 5 FEET WEST OF
 QC0386'SOUTHEAST CORNER OF STACK YARD.
 QC0386
 QC0386                          STATION RECOVERY (1958)
 QC0386
 QC0386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 QC0386'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0056 ***********************************************************************
 PB0056  DESIGNATION -  C 91
 PB0056  PID         -  PB0056
 PB0056  STATE/COUNTY-  OR/LAKE
 PB0056  USGS QUAD   -  MEAN ROCK WELL (1981)
 PB0056
 PB0056                         *CURRENT SURVEY CONTROL
 PB0056  ___________________________________________________________________
 PB0056* NAD 83(1986)-  43 22 42.     (N)    120 24 45.     (W)     SCALED    
 PB0056* NAVD 88     -      1324.264  (meters)    4344.69   (feet)  ADJUSTED  
 PB0056  ___________________________________________________________________
 PB0056  GEOID HEIGHT-         -20.24  (meters)                     GEOID03
 PB0056  DYNAMIC HT  -        1323.584 (meters)    4342.46  (feet)  COMP
 PB0056  MODELED GRAV-     980,060.5   (mgal)                       NAVD 88
 PB0056
 PB0056  VERT ORDER  -  SECOND    CLASS 0
 PB0056
 PB0056.The horizontal coordinates were scaled from a topographic map and have
 PB0056.an estimated accuracy of +/- 6 seconds.
 PB0056
 PB0056.The orthometric height was determined by differential leveling
 PB0056.and adjusted in June 1991.
 PB0056
 PB0056.The geoid height was determined by GEOID03.
 PB0056
 PB0056.The dynamic height is computed by dividing the NAVD 88
 PB0056.geopotential number by the normal gravity value computed on the
 PB0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0056.degrees latitude (g = 980.6199 gals.).
 PB0056
 PB0056.The modeled gravity was interpolated from observed gravity values.
 PB0056
 PB0056;                    North         East    Units  Estimated Accuracy
 PB0056;SPC OR S     -   190,140.    1,507,090.      MT  (+/- 180 meters Scaled)
 PB0056
 PB0056                          SUPERSEDED SURVEY CONTROL
 PB0056
 PB0056  NGVD 29 (??/??/92) 1323.026  (m)         4340.63   (f) ADJ UNCH    2 0
 PB0056
 PB0056.Superseded values are not recommended for survey control.
 PB0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0056.See file dsdata.txt to determine how the superseded data were derived.
 PB0056
 PB0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGP096060(NAD 83)
 PB0056_MARKER: DB = BENCH MARK DISK
 PB0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0056_STAMPING: C 91 1934
 PB0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0056+STABILITY: SURFACE MOTION
 PB0056
 PB0056  HISTORY     - Date     Condition        Report By
 PB0056  HISTORY     - 1934     MONUMENTED       CGS
 PB0056  HISTORY     - 1977     GOOD             USGS
 PB0056  HISTORY     - 19770506 GOOD             USPSQD
 PB0056
 PB0056                          STATION DESCRIPTION
 PB0056
 PB0056'DESCRIBED BY US GEOLOGICAL SURVEY 1977
 PB0056'23.8 MI NE FROM CHRISTMAS VALLEY.
 PB0056'TO REACH FROM CHRISTMAS VALLEY POST OFFICE, DRIVE E FOR 2 MI TO RD-T,
 PB0056'TURN LEFT AND FOLLOW MAIN RD FOR 13.3 MI TO RD-T, TURN LEFT AND DRIVE
 PB0056'N FOR 2 MI TO RD X-ING, TURN RIGHT AND DRIVE DUE E FOR 4.5 MI AND THEN
 PB0056'FOLLOW THE RD SE AND THEN EASTERLY FOR ANOTHER 2 MILES TO BENCH MARK
 PB0056'ON LEFT, IN NW 1/4 OF SECTION 26 T25S, R19E, 0.2 MI E OF RD X-ING, 0.4
 PB0056'MI W OF RD INTERSECTION, 2 MI WEST OF THE EDGE OF LOST FOREST, 25 FT N
 PB0056'OF CENTERLINE OF THE RD.  A STANDARD DISK, STAMPED C 91 1934 AND SET
 PB0056'IN THE TOP OF A CONCRETE POST.
 PB0056
 PB0056                          STATION RECOVERY (1977)
 PB0056
 PB0056'RECOVERY NOTE BY US POWER SQUADRON 1977 (DHK)
 PB0056'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0028 ***********************************************************************
 PC0028  DESIGNATION -  C 94
 PC0028  PID         -  PC0028
 PC0028  STATE/COUNTY-  OR/LANE
 PC0028  USGS QUAD   -  OAKRIDGE (1997)
 PC0028
 PC0028                         *CURRENT SURVEY CONTROL
 PC0028  ___________________________________________________________________
 PC0028* NAD 83(1986)-  43 44 01.     (N)    122 24 15.     (W)     SCALED    
 PC0028* NAVD 88     -       479.439  (meters)    1572.96   (feet)  ADJUSTED  
 PC0028  ___________________________________________________________________
 PC0028  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 PC0028  DYNAMIC HT  -         479.296 (meters)    1572.49  (feet)  COMP
 PC0028  MODELED GRAV-     980,307.2   (mgal)                       NAVD 88
 PC0028
 PC0028  VERT ORDER  -  SECOND    CLASS 0
 PC0028
 PC0028.The horizontal coordinates were scaled from a topographic map and have
 PC0028.an estimated accuracy of +/- 6 seconds.
 PC0028
 PC0028.The orthometric height was determined by differential leveling
 PC0028.and adjusted in June 1991.
 PC0028
 PC0028.The geoid height was determined by GEOID03.
 PC0028
 PC0028.The dynamic height is computed by dividing the NAVD 88
 PC0028.geopotential number by the normal gravity value computed on the
 PC0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0028.degrees latitude (g = 980.6199 gals.).
 PC0028
 PC0028.The modeled gravity was interpolated from observed gravity values.
 PC0028
 PC0028;                    North         East    Units  Estimated Accuracy
 PC0028;SPC OR S     -   231,350.    1,346,610.      MT  (+/- 180 meters Scaled)
 PC0028
 PC0028                          SUPERSEDED SURVEY CONTROL
 PC0028
 PC0028  NGVD 29 (??/??/92)  478.308  (m)         1569.25   (f) ADJ UNCH    2 0
 PC0028
 PC0028.Superseded values are not recommended for survey control.
 PC0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0028.See file dsdata.txt to determine how the superseded data were derived.
 PC0028
 PC0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP479424(NAD 83)
 PC0028_MARKER: DB = BENCH MARK DISK
 PC0028_SETTING: 0 = UNSPECIFIED SETTING
 PC0028_STAMPING: C 94 1934
 PC0028_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PC0028
 PC0028  HISTORY     - Date     Condition        Report By
 PC0028  HISTORY     - 1934     MONUMENTED       CGS
 PC0028  HISTORY     - 1955     MARK NOT FOUND   NGS
 PC0028
 PC0028                          STATION DESCRIPTION
 PC0028
 PC0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PC0028'IN PRYOR.
 PC0028'ALONG THE RIGHT OF WAY OF THE SOUTHERN PACIFIC RAILROAD CO., 12 RAILS,
 PC0028'APPROXIMATELY 156 YARDS WEST OF MILE POST 575, 55 FEET EAST OF
 PC0028'SIGNBOARD PRYOR, AND 12 FEET NORTH OF MAIN TRACK.
 PC0028
 PC0028                          STATION RECOVERY (1955)
 PC0028
 PC0028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 PC0028'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0946 ***********************************************************************
 QE0946  DESIGNATION -  C 95
 QE0946  PID         -  QE0946
 QE0946  STATE/COUNTY-  OR/LANE
 QE0946  USGS QUAD   -  VENETA (1984)
 QE0946
 QE0946                         *CURRENT SURVEY CONTROL
 QE0946  ___________________________________________________________________
 QE0946* NAD 83(1986)-  44 03 07.     (N)    123 21 07.     (W)     SCALED    
 QE0946* NAVD 88     -       125.981  (meters)     413.32   (feet)  ADJUSTED  
 QE0946  ___________________________________________________________________
 QE0946  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 QE0946  DYNAMIC HT  -         125.968 (meters)     413.28  (feet)  COMP
 QE0946  MODELED GRAV-     980,510.2   (mgal)                       NAVD 88
 QE0946
 QE0946  VERT ORDER  -  SECOND    CLASS 0
 QE0946
 QE0946.The horizontal coordinates were scaled from a topographic map and have
 QE0946.an estimated accuracy of +/- 6 seconds.
 QE0946
 QE0946.The orthometric height was determined by differential leveling
 QE0946.and adjusted in June 1991.
 QE0946
 QE0946.The geoid height was determined by GEOID03.
 QE0946
 QE0946.The dynamic height is computed by dividing the NAVD 88
 QE0946.geopotential number by the normal gravity value computed on the
 QE0946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0946.degrees latitude (g = 980.6199 gals.).
 QE0946
 QE0946.The modeled gravity was interpolated from observed gravity values.
 QE0946
 QE0946;                    North         East    Units  Estimated Accuracy
 QE0946;SPC OR S     -   268,870.    1,271,500.      MT  (+/- 180 meters Scaled)
 QE0946
 QE0946                          SUPERSEDED SURVEY CONTROL
 QE0946
 QE0946  NGVD 29 (??/??/92)  124.878  (m)          409.70   (f) ADJ UNCH    2 0
 QE0946
 QE0946.Superseded values are not recommended for survey control.
 QE0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0946.See file dsdata.txt to determine how the superseded data were derived.
 QE0946
 QE0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP718777(NAD 83)
 QE0946_MARKER: DB = BENCH MARK DISK
 QE0946_SETTING: 0 = UNSPECIFIED SETTING
 QE0946_STAMPING: C 95 1934
 QE0946_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0946
 QE0946  HISTORY     - Date     Condition        Report By
 QE0946  HISTORY     - 1934     MONUMENTED       CGS
 QE0946  HISTORY     - 1981     GOOD             LOCSUR
 QE0946
 QE0946                          STATION DESCRIPTION
 QE0946
 QE0946'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QE0946'IN VENETA.
 QE0946'ALONG THE RIGHT OF WAY OF THE SOUTHERN PACIFIC RAILROAD CO, MARSHFIELD
 QE0946'SUBDIVISION, AT CROSSING OF HIGHAY LEADING SOUTH TO THE TOWN OF
 QE0946'VENETA, 27 FEET NORTH OF MAIN TRACK, 36 FEET WEST OF CENTER OF
 QE0946'HIGHWAY, 27 FEET NORTHWEST OF RAILROAD HIGHWAY BELL SIGNAL NO. 660.2,
 QE0946'AND ABOUT TWO FEET ABOVE RAILROAD GRADE.
 QE0946
 QE0946                          STATION RECOVERY (1981)
 QE0946
 QE0946'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 QE0946'SOUTH OF INTERSECTION OF HIGHWAY 126 AND TERRITORIAL ROAD AT S.P.R.R.
 QE0946'CROSSING 30 FEET NORTH OF TRACK, 45 WEST OF TERRITORIAL ROAD AND FOOT
 QE0946'WEST OF SMALL FIR TREE. A BRASS CAP IN SQUARE CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0655 ***********************************************************************
 RD0655  DESIGNATION -  C 96
 RD0655  PID         -  RD0655
 RD0655  STATE/COUNTY-  OR/WASHINGTON
 RD0655  USGS QUAD   -  FOREST GROVE (1992)
 RD0655
 RD0655                         *CURRENT SURVEY CONTROL
 RD0655  ___________________________________________________________________
 RD0655* NAD 83(2007)-  45 34 53.53394(N)    123 03 40.32002(W)     ADJUSTED  
 RD0655* NAVD 88     -        55.022  (meters)     180.52   (feet)  ADJUSTED  
 RD0655  ___________________________________________________________________
 RD0655  EPOCH DATE  -        2007.00
 RD0655  X           -  -2,439,456.849 (meters)                     COMP
 RD0655  Y           -  -3,747,664.309 (meters)                     COMP
 RD0655  Z           -   4,532,839.581 (meters)                     COMP
 RD0655  LAPLACE CORR-          -8.95  (seconds)                    DEFLEC99
 RD0655  ELLIP HEIGHT-          32.442 (meters)          (02/10/07) ADJUSTED
 RD0655  GEOID HEIGHT-         -22.55  (meters)                     GEOID03
 RD0655  DYNAMIC HT  -          55.021 (meters)     180.51  (feet)  COMP
 RD0655
 RD0655  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 RD0655  Type    PID    Designation                      North   East  Ellip
 RD0655  -------------------------------------------------------------------
 RD0655  NETWORK RD0655 C 96                              0.69   0.49   2.27
 RD0655  -------------------------------------------------------------------
 RD0655  MODELED GRAV-     980,601.6   (mgal)                       NAVD 88
 RD0655
 RD0655  VERT ORDER  -  SECOND    CLASS 0
 RD0655
 RD0655.The horizontal coordinates were established by GPS observations
 RD0655.and adjusted by the National Geodetic Survey in February 2007.
 RD0655
 RD0655.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 RD0655.See www.ngs.noaa.gov/NationalReadjustment for more information.
 RD0655.The horizontal coordinates are valid at the epoch date displayed above.
 RD0655.The epoch date for horizontal control is a decimal equivalence
 RD0655.of Year/Month/Day.
 RD0655
 RD0655.The orthometric height was determined by differential leveling
 RD0655.and adjusted in June 1991.
 RD0655
 RD0655.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RD0655
 RD0655.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD0655
 RD0655.The ellipsoidal height was determined by GPS observations
 RD0655.and is referenced to NAD 83.
 RD0655
 RD0655.The geoid height was determined by GEOID03.
 RD0655
 RD0655.The dynamic height is computed by dividing the NAVD 88
 RD0655.geopotential number by the normal gravity value computed on the
 RD0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0655.degrees latitude (g = 980.6199 gals.).
 RD0655
 RD0655.The modeled gravity was interpolated from observed gravity values.
 RD0655
 RD0655;                    North         East     Units Scale Factor Converg.
 RD0655;SPC OR N     -   215,953.687 2,300,160.068   MT  0.99992051   -1 48 58.9
 RD0655;SPC OR N     -   708,509.47  7,546,456.92   iFT  0.99992051   -1 48 58.9
 RD0655;UTM  10      - 5,047,556.937   495,225.546   MT  0.99960028   -0 02 37.4
 RD0655
 RD0655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD0655!SPC OR N     -   0.99999491  x   0.99992051  =   0.99991542
 RD0655!UTM  10      -   0.99999491  x   0.99960028  =   0.99959520
 RD0655
 RD0655                          SUPERSEDED SURVEY CONTROL
 RD0655
 RD0655  NAD 83(1998)-  45 34 53.53172(N)    123 03 40.32164(W) AD(       ) B
 RD0655  ELLIP H (02/26/02)   32.449  (m)                       GP(       ) 3 2
 RD0655  NAVD 88 (02/26/02)   55.02   (m)          180.5    (f) LEVELING    3  
 RD0655  NGVD 29 (??/??/92)   53.961  (m)          177.04   (f) ADJ UNCH    2 0
 RD0655
 RD0655.Superseded values are not recommended for survey control.
 RD0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0655.See file dsdata.txt to determine how the superseded data were derived.
 RD0655
 RD0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR9522647557(NAD 83)
 RD0655_MARKER: DB = BENCH MARK DISK
 RD0655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0655_STAMPING: C 966 1934
 RD0655_MARK LOGO: CGS   
 RD0655_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0655+STABILITY: SURFACE MOTION
 RD0655_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD0655+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2000
 RD0655
 RD0655  HISTORY     - Date     Condition        Report By
 RD0655  HISTORY     - 1934     MONUMENTED       CGS
 RD0655  HISTORY     - 1970     GOOD             LOCENG
 RD0655  HISTORY     - 1988     GOOD             USPSQD
 RD0655  HISTORY     - 19941002 MARK NOT FOUND   USPSQD
 RD0655  HISTORY     - 20001010 GOOD             OR-067
 RD0655
 RD0655                          STATION DESCRIPTION
 RD0655
 RD0655'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970
 RD0655'1.0 MI NW FROM SCHEFFLIN.
 RD0655'AT THE SP AND S RR CO. CROSSING ON SALZWEDAL ROAD.  GO NORTHWEST ALONG
 RD0655'THE TRACKS FOR 0.4 MILE (0.2 MILE PAST MILEPOST 771).  AT THE SECOND
 RD0655'PRIVATE ROAD CROSSING.  THE MARK IS 3 FEET NORTHWEST OF THE NORTHERN
 RD0655'MOST OF THREE RR TIES SET UPRIGHT BLOCKING PRIVATE ROAD. THE CROSSING
 RD0655'HAS 10 INCH CONCRETE CULVERT TILE ON EITHER SIDE OF THE TRACKS. A SIGN
 RD0655'MARKED S IS 25 FEET SOUTHEAST OF MARK.  THE DITCH IS 10 FEET EAST OF
 RD0655'MARK.  THERE IS NO RIGHT OF WAY FENCE AT THIS POINT. METAL WITNESS
 RD0655'POST SET 1 FOOT NORTHWEST.
 RD0655
 RD0655                          STATION RECOVERY (1988)
 RD0655
 RD0655'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCC)
 RD0655'RECOVERED IN GOOD CONDITION.
 RD0655
 RD0655                          STATION RECOVERY (1994)
 RD0655
 RD0655'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD0655'MARK NOT FOUND.
 RD0655
 RD0655                          STATION RECOVERY (2000)
 RD0655
 RD0655'RECOVERY NOTE BY WASHINGTON COUNTY OREGON 2000 (RDS)
 RD0655'RECOVERED AS DESCRIBED
 RD0655' 
 RD0655'
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1268 ***********************************************************************
 RD1268  DESIGNATION -  C 97
 RD1268  PID         -  RD1268
 RD1268  STATE/COUNTY-  OR/TILLAMOOK
 RD1268  USGS QUAD   -  COOK CREEK (1984)
 RD1268
 RD1268                         *CURRENT SURVEY CONTROL
 RD1268  ___________________________________________________________________
 RD1268* NAD 83(1986)-  45 44 11.     (N)    123 43 52.     (W)     SCALED    
 RD1268* NAVD 88     -        45.662  (meters)     149.81   (feet)  ADJUSTED  
 RD1268  ___________________________________________________________________
 RD1268  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 RD1268  DYNAMIC HT  -          45.663 (meters)     149.81  (feet)  COMP
 RD1268  MODELED GRAV-     980,643.2   (mgal)                       NAVD 88
 RD1268
 RD1268  VERT ORDER  -  SECOND    CLASS 0
 RD1268
 RD1268.The horizontal coordinates were scaled from a topographic map and have
 RD1268.an estimated accuracy of +/- 6 seconds.
 RD1268
 RD1268.The orthometric height was determined by differential leveling
 RD1268.and adjusted in June 1991.
 RD1268
 RD1268.The geoid height was determined by GEOID03.
 RD1268
 RD1268.The dynamic height is computed by dividing the NAVD 88
 RD1268.geopotential number by the normal gravity value computed on the
 RD1268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1268.degrees latitude (g = 980.6199 gals.).
 RD1268
 RD1268.The modeled gravity was interpolated from observed gravity values.
 RD1268
 RD1268;                    North         East    Units  Estimated Accuracy
 RD1268;SPC OR N     -   235,020.    2,248,600.      MT  (+/- 180 meters Scaled)
 RD1268
 RD1268                          SUPERSEDED SURVEY CONTROL
 RD1268
 RD1268  NGVD 29 (??/??/92)   44.582  (m)          146.27   (f) ADJ UNCH    2 0
 RD1268
 RD1268.Superseded values are not recommended for survey control.
 RD1268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1268.See file dsdata.txt to determine how the superseded data were derived.
 RD1268
 RD1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR431650(NAD 83)
 RD1268_MARKER: DB = BENCH MARK DISK
 RD1268_SETTING: 80 = SET IN A BOULDER
 RD1268_SP_SET: BOULDER
 RD1268_STAMPING: C 97 1934
 RD1268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD1268+STABILITY: SURFACE MOTION
 RD1268
 RD1268  HISTORY     - Date     Condition        Report By
 RD1268  HISTORY     - 1934     MONUMENTED       CGS
 RD1268  HISTORY     - 1954     MARK NOT FOUND   USPSQD
 RD1268  HISTORY     - 1954     MARK NOT FOUND   NGS
 RD1268
 RD1268                          STATION DESCRIPTION
 RD1268
 RD1268'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RD1268'0.5 MI W FROM RECTOR.
 RD1268'ALONG THE SOUTHERN PACIFIC R.R., SET ON TOP OF LARGE BOULDER, 48.5
 RD1268'RAIL LENGTHS WEST OF MILE POST 820, 40 FEET EAST OF SMALL ROCKY GULCH,
 RD1268'9.0 FEET NORTH OF TRACK, 2 FEET ABOVE TRACK.
 RD1268
 RD1268                          STATION RECOVERY (1954)
 RD1268
 RD1268'RECOVERY NOTE BY US POWER SQUADRON 1954 (GB)
 RD1268'MARK NOT FOUND.
 RD1268
 RD1268                          STATION RECOVERY (1954)
 RD1268
 RD1268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 RD1268'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0815 ***********************************************************************
 RD0815  DESIGNATION -  C 98
 RD0815  PID         -  RD0815
 RD0815  STATE/COUNTY-  OR/COLUMBIA
 RD0815  USGS QUAD   -  VERNONIA (1979)
 RD0815
 RD0815                         *CURRENT SURVEY CONTROL
 RD0815  ___________________________________________________________________
 RD0815* NAD 83(1986)-  45 47 17.     (N)    123 13 08.     (W)     SCALED    
 RD0815* NAVD 88     -       220.961  (meters)     724.94   (feet)  ADJUSTED  
 RD0815  ___________________________________________________________________
 RD0815  GEOID HEIGHT-         -21.43  (meters)                     GEOID03
 RD0815  DYNAMIC HT  -         220.969 (meters)     724.96  (feet)  COMP
 RD0815  MODELED GRAV-     980,646.4   (mgal)                       NAVD 88
 RD0815
 RD0815  VERT ORDER  -  SECOND    CLASS 0
 RD0815
 RD0815.The horizontal coordinates were scaled from a topographic map and have
 RD0815.an estimated accuracy of +/- 6 seconds.
 RD0815
 RD0815.The orthometric height was determined by differential leveling
 RD0815.and adjusted in June 1991.
 RD0815
 RD0815.The geoid height was determined by GEOID03.
 RD0815
 RD0815.The dynamic height is computed by dividing the NAVD 88
 RD0815.geopotential number by the normal gravity value computed on the
 RD0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0815.degrees latitude (g = 980.6199 gals.).
 RD0815
 RD0815.The modeled gravity was interpolated from observed gravity values.
 RD0815
 RD0815;                    North         East    Units  Estimated Accuracy
 RD0815;SPC OR N     -   239,300.    2,288,630.      MT  (+/- 180 meters Scaled)
 RD0815
 RD0815                          SUPERSEDED SURVEY CONTROL
 RD0815
 RD0815  NGVD 29 (??/??/92)  219.879  (m)          721.39   (f) ADJ UNCH    2 0
 RD0815
 RD0815.Superseded values are not recommended for survey control.
 RD0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0815.See file dsdata.txt to determine how the superseded data were derived.
 RD0815
 RD0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR829705(NAD 83)
 RD0815_MARKER: DB = BENCH MARK DISK
 RD0815_SETTING: 0 = UNSPECIFIED SETTING
 RD0815_STAMPING: C 98 1934
 RD0815_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0815
 RD0815  HISTORY     - Date     Condition        Report By
 RD0815  HISTORY     - 1934     MONUMENTED       CGS
 RD0815  HISTORY     - 1961     MARK NOT FOUND   NGS
 RD0815  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 RD0815
 RD0815                          STATION DESCRIPTION
 RD0815
 RD0815'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RD0815'6.4 MI S FROM VERNONIA.
 RD0815'6.4 MILES SOUTH ALONG STATE HWY. 47 FROM POSTOFFICE.  ALONG THE RIGHT
 RD0815'OF WAY OF STATE HWY. 47, 4 MILES SOUTH OF JUNCTION WITH THE NEHALEM
 RD0815'HWY., 1.4 MILES SOUTH OF RAILROAD CROSSING AND LUMBER CAMP, 60 YARDS
 RD0815'SOUTH OF CURVE IN HIGHWAY, 26 FEET NORTH OF LARGE STUMP, 27 FEET EAST
 RD0815'OF THE CENTERLINE OF HIGHWAY.
 RD0815
 RD0815                          STATION RECOVERY (1961)
 RD0815
 RD0815'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 RD0815'MARK NOT FOUND.
 RD0815
 RD0815                          STATION RECOVERY (1989)
 RD0815
 RD0815'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RD0815'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1086 ***********************************************************************
 RD1086  DESIGNATION -  CA 50
 RD1086  PID         -  RD1086
 RD1086  STATE/COUNTY-  OR/LINCOLN
 RD1086  USGS QUAD   -  NESKOWIN (1985)
 RD1086
 RD1086                         *CURRENT SURVEY CONTROL
 RD1086  ___________________________________________________________________
 RD1086* NAD 83(1986)-  45 01 08.     (N)    123 56 50.     (W)     SCALED    
 RD1086* NAVD 88     -        11.039  (meters)      36.22   (feet)  ADJUSTED  
 RD1086  ___________________________________________________________________
 RD1086  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 RD1086  DYNAMIC HT  -          11.039 (meters)      36.22  (feet)  COMP
 RD1086  MODELED GRAV-     980,646.3   (mgal)                       NAVD 88
 RD1086
 RD1086  VERT ORDER  -  FIRST     CLASS II
 RD1086
 RD1086.The horizontal coordinates were scaled from a topographic map and have
 RD1086.an estimated accuracy of +/- 6 seconds.
 RD1086
 RD1086.The orthometric height was determined by differential leveling
 RD1086.and adjusted in June 1991.
 RD1086
 RD1086.The geoid height was determined by GEOID03.
 RD1086
 RD1086.The dynamic height is computed by dividing the NAVD 88
 RD1086.geopotential number by the normal gravity value computed on the
 RD1086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1086.degrees latitude (g = 980.6199 gals.).
 RD1086
 RD1086.The modeled gravity was interpolated from observed gravity values.
 RD1086
 RD1086;                    North         East    Units  Estimated Accuracy
 RD1086;SPC OR N     -   156,060.    2,228,400.      MT  (+/- 180 meters Scaled)
 RD1086
 RD1086                          SUPERSEDED SURVEY CONTROL
 RD1086
 RD1086  NGVD 29 (??/??/92)   10.020  (m)           32.87   (f) ADJ UNCH    1 2
 RD1086
 RD1086.Superseded values are not recommended for survey control.
 RD1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1086.See file dsdata.txt to determine how the superseded data were derived.
 RD1086
 RD1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ253854(NAD 83)
 RD1086_MARKER: DB = BENCH MARK DISK
 RD1086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD1086_SP_SET: CONCRETE POST
 RD1086_STAMPING: CA 50 1934 32
 RD1086_MARK LOGO: CGS+SS
 RD1086_PROJECTION: PROJECTING 5 CENTIMETERS
 RD1086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD1086+STABILITY: SURFACE MOTION
 RD1086
 RD1086  HISTORY     - Date     Condition        Report By
 RD1086  HISTORY     - UNK      MONUMENTED       CGS
 RD1086  HISTORY     - 1934     GOOD             CGS
 RD1086  HISTORY     - 1965     MARK NOT FOUND   CGS
 RD1086  HISTORY     - 1987     GOOD             NGS
 RD1086  HISTORY     - 20050225 MARK NOT FOUND   USPSQD
 RD1086
 RD1086                          STATION DESCRIPTION
 RD1086
 RD1086'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RD1086'IN SALMON RIVER JUNCTION.
 RD1086'AT SALMON RIVER JUNCTION, LINCOLN COUNTY, ABOUT 125 FEET EASTERLY FROM
 RD1086'CENTER OF ROAD INTERSECTION, 44 FEET SOUTH OF CENTER LINE OF HIGHWAY,
 RD1086'AT EAST END OF SMALL CUT ABOUT 2 FEET ABOVE ROAD LEVEL.  A STANDARD
 RD1086'DISK, STAMPED 32 CA 50 1934 AND SET IN A CONCRETE POST.
 RD1086
 RD1086                          STATION RECOVERY (1965)
 RD1086
 RD1086'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 RD1086'MARK NOT FOUND.
 RD1086
 RD1086                          STATION RECOVERY (1987)
 RD1086
 RD1086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD1086'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  7.0 KM (4.35
 RD1086'MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE DELAKE SCHOOL IN
 RD1086'LINCOLN CITY, THENCE 2.1 KM (1.30 MI) EASTERLY ALONG STATE HIGHWAY
 RD1086'18, AT A ROAD JUNCTION, 33.2 M (108.9 FT) SOUTHWEST OF THE CENTERLINE
 RD1086'OF A PAVED ROAD LEADING NORTHEAST, 13.3 M (43.6 FT) SOUTH OF THE
 RD1086'CENTERLINE OF THE HIGHWAY, AND 0.3 M (1.0 FT) WEST OF A 4 BY 4 INCH
 RD1086'WOODEN POST.  NOTE--THIS MARK WAS PREVIOUSLY REPORTED AS DESTROYED,
 RD1086'NOT LEVELED TO THIS SURVEY.
 RD1086'THE MARK IS 0.2 METERS  E FROM  A WITNESS POST
 RD1086'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 RD1086
 RD1086                          STATION RECOVERY (2005)
 RD1086
 RD1086'RECOVERY NOTE BY US POWER SQUADRON 2005 (SO)
 RD1086'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1165 ***********************************************************************
 OA1165  DESIGNATION -  CAB
 OA1165  PID         -  OA1165
 OA1165  STATE/COUNTY-  OR/DOUGLAS
 OA1165  USGS QUAD   -  WINCHESTER BAY (1985)
 OA1165
 OA1165                         *CURRENT SURVEY CONTROL
 OA1165  ___________________________________________________________________
 OA1165* NAD 83(1991)-  43 42 28.99184(N)    124 11 28.48203(W)     ADJUSTED  
 OA1165* NAVD 88     -         6.1    (meters)      20.     (feet)  VERTCON   
 OA1165  ___________________________________________________________________
 OA1165  LAPLACE CORR-          15.33  (seconds)                    DEFLEC99
 OA1165  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 OA1165  HORZ ORDER  -  THIRD
 OA1165
 OA1165.The horizontal coordinates were established by classical geodetic methods
 OA1165.and adjusted by the National Geodetic Survey in October 1991.
 OA1165
 OA1165.The NAVD 88 height was computed by applying the VERTCON shift value to
 OA1165.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OA1165
 OA1165.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1165
 OA1165.The geoid height was determined by GEOID03.
 OA1165
 OA1165;                    North         East     Units Scale Factor Converg.
 OA1165;SPC OR S     -   233,321.722 1,202,605.918   MT  0.99993890   -2 31 31.3
 OA1165;SPC OR S     -   765,491.21  3,945,557.47   iFT  0.99993890   -2 31 31.3
 OA1165;UTM  10      - 4,840,137.246   404,025.598   MT  0.99971330   -0 49 23.5
 OA1165
 OA1165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1165!SPC OR S     -   1.00000303  x   0.99993890  =   0.99994193
 OA1165!UTM  10      -   1.00000303  x   0.99971330  =   0.99971633
 OA1165
 OA1165:                Primary Azimuth Mark                     Grid Az
 OA1165:SPC OR S     -  SAND HILL 2                              082 35 27.6
 OA1165:UTM  10      -  SAND HILL 2                              080 53 19.8
 OA1165
 OA1165|---------------------------------------------------------------------|
 OA1165| PID    Reference Object                     Distance      Geod. Az  |
 OA1165|                                                           dddmmss.s |
 OA1165| OA1212 SAND HILL 2                         APPROX. 1.7 KM 0800356.3 |
 OA1165| OA1170 UMPQUA RIVER LIGHTHOUSE             APPROX. 5.1 KM 1863433.7 |
 OA1165|---------------------------------------------------------------------|
 OA1165
 OA1165                          SUPERSEDED SURVEY CONTROL
 OA1165
 OA1165  NAD 83(1986)-  43 42 28.99533(N)    124 11 28.53034(W) AD(       ) 3
 OA1165  NAD 27      -  43 42 29.56700(N)    124 11 24.13300(W) AD(       ) 3
 OA1165  NGVD 29 (07/19/86)    5.0    (m)           16.     (f) VERT ANG    3  
 OA1165
 OA1165.Superseded values are not recommended for survey control.
 OA1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1165.See file dsdata.txt to determine how the superseded data were derived.
 OA1165
 OA1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP0402640137(NAD 83)
 OA1165_MARKER: Z = SEE DESCRIPTION
 OA1165_SETTING: 0 = UNSPECIFIED SETTING
 OA1165_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OA1165
 OA1165  HISTORY     - Date     Condition        Report By
 OA1165  HISTORY     - 1908     MONUMENTED       CGS
 OA1165  HISTORY     - 1920     SEE DESCRIPTION  CGS
 OA1165  HISTORY     - 1948     SEE DESCRIPTION  CGS
 OA1165
 OA1165                          STATION DESCRIPTION
 OA1165
 OA1165'DESCRIBED BY COAST AND GEODETIC SURVEY 1908 (JSH)
 OA1165'THE STATION IS ABOUT 1-1/2 MILES NW OF THE UMPQUA LIFE-SAVING
 OA1165'STATION, 45.7 METERS S AND 9.1 METERS E OF THE UPPER LIFE-SAVING
 OA1165'STATION LOOKOUT CABIN.
 OA1165'
 OA1165'THE STATION IS MARKED 12 TO 15 INCHES BELOW THE GROUND BY A
 OA1165'DRILL HOLE IN A ROCK AND AT THE SURFACE BY A STANDARD DISK STATION
 OA1165'MARK SET IN A ROCK.  THERE ARE NO REFERENCE MARKS.
 OA1165
 OA1165                          STATION RECOVERY (1920)
 OA1165
 OA1165'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1920 (OWS)
 OA1165'THE ORIGINAL STATION COULD NOT BE RECOVERED AS THE MARK HAD BEEN
 OA1165'OBLITERATED BY SAND.
 OA1165
 OA1165                          STATION RECOVERY (1948)
 OA1165
 OA1165'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RAE)
 OA1165'A THOROUGH SEARCH WAS MADE FOR THE STATION BUT NO TRACE OF IT WAS
 OA1165'FOUND.  IT SHOULD BE CLASSIFIED AS LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1181 ***********************************************************************
 OA1181  DESIGNATION -  CAB 2
 OA1181  PID         -  OA1181
 OA1181  STATE/COUNTY-  OR/DOUGLAS
 OA1181  USGS QUAD   -  WINCHESTER BAY (1985)
 OA1181
 OA1181                         *CURRENT SURVEY CONTROL
 OA1181  ___________________________________________________________________
 OA1181* NAD 83(1991)-  43 42 28.91227(N)    124 11 29.02689(W)     ADJUSTED  
 OA1181* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 OA1181  ___________________________________________________________________
 OA1181  LAPLACE CORR-          15.33  (seconds)                    DEFLEC99
 OA1181  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 OA1181  HORZ ORDER  -  THIRD
 OA1181
 OA1181.The horizontal coordinates were established by classical geodetic methods
 OA1181.and adjusted by the National Geodetic Survey in October 1991.
 OA1181
 OA1181.The orthometric height was scaled from a topographic map.
 OA1181
 OA1181.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1181
 OA1181.The geoid height was determined by GEOID03.
 OA1181
 OA1181;                    North         East     Units Scale Factor Converg.
 OA1181;SPC OR S     -   233,319.806 1,202,593.624   MT  0.99993890   -2 31 31.7
 OA1181;SPC OR S     -   765,484.93  3,945,517.14   iFT  0.99993890   -2 31 31.7
 OA1181;UTM  10      - 4,840,134.967   404,013.369   MT  0.99971332   -0 49 23.9
 OA1181
 OA1181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1181!SPC OR S     -   1.00000303  x   0.99993890  =   0.99994193
 OA1181!UTM  10      -   1.00000303  x   0.99971332  =   0.99971635
 OA1181
 OA1181:                Primary Azimuth Mark                     Grid Az
 OA1181:SPC OR S     -  BRUSHY HILL 2                            034 08 00.0
 OA1181:UTM  10      -  BRUSHY HILL 2                            032 25 52.2
 OA1181
 OA1181|---------------------------------------------------------------------|
 OA1181| PID    Reference Object                     Distance      Geod. Az  |
 OA1181|                                                           dddmmss.s |
 OA1181| OA1225 BRUSHY HILL 2                       APPROX. 2.8 KM 0313628.3 |
 OA1181| OA1194 CHANNEL LIGHT 2                     APPROX. 3.5 KM 0511848.2 |
 OA1181| OA1183 COAST GUARD STATION FLAGPOLE        APPROX. 1.8 KM 1393935.5 |
 OA1181|---------------------------------------------------------------------|
 OA1181
 OA1181                          SUPERSEDED SURVEY CONTROL
 OA1181
 OA1181  NAD 83(1986)-  43 42 28.91576(N)    124 11 29.07520(W) AD(       ) 3
 OA1181  NAD 27      -  43 42 29.48800(N)    124 11 24.67700(W) AD(       ) 3
 OA1181
 OA1181.Superseded values are not recommended for survey control.
 OA1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1181.See file dsdata.txt to determine how the superseded data were derived.
 OA1181
 OA1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP0401340135(NAD 83)
 OA1181
 OA1181  HISTORY     - Date     Condition        Report By
 OA1181  HISTORY     - 1920     MONUMENTED       CGS
 OA1181  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OA1181  HISTORY     - 1948     SEE DESCRIPTION  CGS
 OA1181
 OA1181                          STATION DESCRIPTION
 OA1181
 OA1181'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (OWS)
 OA1181'CAB 2 IS CLOSE BY WHERE IN 1908 CAB WAS ESTABLISHED.  THE ORIGINAL
 OA1181'STATION CAB COULD NOT BE RECOVERED AS THE MARK HAD BEEN OBLITERATED
 OA1181'BY THE SAND.
 OA1181'
 OA1181'CAB 2 IS ABOUT 2 MILES N OF THE UMPQUA RIVER JETTY.  IT IS ON
 OA1181'THE LOW RIDGE JUST BACK OF THE STORM HIGH WATER, 46 METERS
 OA1181'SOUTHERLY FROM AN OLD COAST GUARD CABIN.
 OA1181'
 OA1181'IT IS MARKED BY A STAKE DRIVEN IN THE GROUND.
 OA1181'
 OA1181'COAST GUARD STATION FLAGPOLE IS DISTANT 1765.9 METERS FROM THE
 OA1181'STATION, IN AZIMUTH 319 DEG 39 MIN 45 SEC
 OA1181
 OA1181                          STATION RECOVERY (1934)
 OA1181
 OA1181'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (LAM)
 OA1181'STATION IS ABOUT 1.1 MILES NW OF THE UMPQUA RIVER COAST GUARD
 OA1181'STATION AND ABOUT 46 METERS SOUTHERLY FROM AN OLD CABIN.  THE
 OA1181'STATION IS MARKED BY A STAKE.
 OA1181
 OA1181                          STATION RECOVERY (1948)
 OA1181
 OA1181'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RAE)
 OA1181'A THOROUGH SEARCH WAS MADE FOR THE STATION BUT NO TRACE OF IT
 OA1181'WAS FOUND.
 OA1181'
 OA1181'IT IS RECOMMENDED THAT THIS STATION BE CLASSIFIED AS LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AF8757 ***********************************************************************
 AF8757  CBN         -  This is a Cooperative Base Network Control Station.
 AF8757  DESIGNATION -  CAB1 A
 AF8757  PID         -  AF8757
 AF8757  STATE/COUNTY-  OR/CURRY
 AF8757  USGS QUAD   -  CAPE BLANCO (1996)
 AF8757
 AF8757                         *CURRENT SURVEY CONTROL
 AF8757  ___________________________________________________________________
 AF8757* NAD 83(2007)-  42 50 11.96097(N)    124 33 50.19034(W)     ADJUSTED  
 AF8757* NAVD 88     -        62.494  (meters)     205.03   (feet)  ADJUSTED  
 AF8757  ___________________________________________________________________
 AF8757  EPOCH DATE  -        2007.00
 AF8757  X           -  -2,657,543.603 (meters)                     COMP
 AF8757  Y           -  -3,857,520.358 (meters)                     COMP
 AF8757  Z           -   4,314,236.808 (meters)                     COMP
 AF8757  LAPLACE CORR-          10.94  (seconds)                    DEFLEC99
 AF8757  ELLIP HEIGHT-          35.127 (meters)          (02/10/07) ADJUSTED
 AF8757  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AF8757  DYNAMIC HT  -          62.482 (meters)     204.99  (feet)  COMP
 AF8757
 AF8757  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AF8757  Type    PID    Designation                      North   East  Ellip
 AF8757  -------------------------------------------------------------------
 AF8757  NETWORK AF8757 CAB1 A                            0.35   0.27   0.69
 AF8757  -------------------------------------------------------------------
 AF8757  MODELED GRAV-     980,422.2   (mgal)                       NAVD 88
 AF8757
 AF8757  VERT ORDER  -  FIRST     CLASS II
 AF8757
 AF8757.The horizontal coordinates were established by GPS observations
 AF8757.and adjusted by the National Geodetic Survey in February 2007.
 AF8757
 AF8757.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AF8757.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AF8757.The horizontal coordinates are valid at the epoch date displayed above.
 AF8757.The epoch date for horizontal control is a decimal equivalence
 AF8757.of Year/Month/Day.
 AF8757
 AF8757.The orthometric height was determined by differential leveling
 AF8757.and adjusted in July 2002.
 AF8757
 AF8757.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF8757
 AF8757.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8757
 AF8757.The ellipsoidal height was determined by GPS observations
 AF8757.and is referenced to NAD 83.
 AF8757
 AF8757.The geoid height was determined by GEOID03.
 AF8757
 AF8757.The dynamic height is computed by dividing the NAVD 88
 AF8757.geopotential number by the normal gravity value computed on the
 AF8757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8757.degrees latitude (g = 980.6199 gals.).
 AF8757
 AF8757.The modeled gravity was interpolated from observed gravity values.
 AF8757
 AF8757;                    North         East     Units Scale Factor Converg.
 AF8757;SPC OR S     -   138,024.469 1,167,905.650   MT  0.99991130   -2 46 49.2
 AF8757;SPC OR S     -   452,836.18  3,831,711.45   iFT  0.99991130   -2 46 49.2
 AF8757;UTM  10      - 4,743,862.142   372,187.307   MT  0.99980098   -1 03 48.5
 AF8757
 AF8757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8757!SPC OR S     -   0.99999449  x   0.99991130  =   0.99990579
 AF8757!UTM  10      -   0.99999449  x   0.99980098  =   0.99979547
 AF8757
 AF8757|---------------------------------------------------------------------|
 AF8757| PID    Reference Object                     Distance      Geod. Az  |
 AF8757|                                                           dddmmss.s |
 AF8757| AF9662 CAPE BLANCO CORS ARP                 79.906 METERS 14115     |
 AF8757|---------------------------------------------------------------------|
 AF8757
 AF8757                          SUPERSEDED SURVEY CONTROL
 AF8757
 AF8757  NAD 83(1998)-  42 50 11.95684(N)    124 33 50.19237(W) AD(       ) A
 AF8757  ELLIP H (04/24/00)   35.123  (m)                       GP(       ) 3 1
 AF8757  NAD 83(1991)-  42 50 11.95354(N)    124 33 50.19566(W) AD(       ) B
 AF8757  ELLIP H (10/13/99)   35.230  (m)                       GP(       ) 3 1
 AF8757  NAVD 88 (10/13/99)   62.49   (m)          205.0    (f) LEVELING    3  
 AF8757
 AF8757.Superseded values are not recommended for survey control.
 AF8757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8757.See file dsdata.txt to determine how the superseded data were derived.
 AF8757
 AF8757_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN7218743862(NAD 83)
 AF8757_MARKER: I = METAL ROD
 AF8757_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AF8757_STAMPING: CAB1 A 1998
 AF8757_MARK LOGO: NGS   
 AF8757_PROJECTION: FLUSH
 AF8757_MAGNETIC: I = MARKER IS A STEEL ROD
 AF8757_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF8757_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8757+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2004
 AF8757_ROD/PIPE-DEPTH: 9.1  meters
 AF8757_SLEEVE-DEPTH  : 0.9 meters
 AF8757
 AF8757  HISTORY     - Date     Condition        Report By
 AF8757  HISTORY     - 1998     MONUMENTED       NGS
 AF8757  HISTORY     - 19981211 GOOD             NGS
 AF8757  HISTORY     - 20040627 GOOD             ORBITE
 AF8757
 AF8757                          STATION DESCRIPTION
 AF8757
 AF8757'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AF8757'0.1 KM (0.05 MI) WESTERLY ALONG 7TH STREET FROM THE POST OFFICE IN
 AF8757'PORT ORFORD, THENCE 7.2 KM (4.45 MI) NORTHERLY ALONG U.S.  HIGHWAY
 AF8757'101, THENCE 8.8 KM (5.45 MI) WESTERLY ALONG A PAVED ROAD LEADING TO
 AF8757'THE CAPE BLANCO LIGHTHOUSE, 39.5 M (129.6 FT) SOUTHWEST OF THE
 AF8757'SOUTHWEST CORNER OF THE BRICK PORTION OF THE LIGHTHOUSE, 24.2 M (79.4
 AF8757'FT) WEST OF THE NORTHWEST CORNER OF A FENCE ENCLOSING AN ANTENNA, 13.2
 AF8757'M (43.3 FT) NORTH OF THE NORTHEAST CORNER OF A FENCE ENCLOSING AN
 AF8757'ANTENNA, AND 0.3 M (1.0 FT) EAST OF A WITNESS POST. NOTE--ACCESS TO
 AF8757'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES
 AF8757'NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK. THE MARK IS ON
 AF8757'PROPERTY OWNED BY CAPE BLANCO STATE PARK.  FOR PERMISSION TO VISIT THE
 AF8757'MONUMENT CONTACT THE PARK OFFICE.
 AF8757
 AF8757                          STATION RECOVERY (1998)
 AF8757
 AF8757'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CLS)
 AF8757'RECOVERED AS DESCRIBED.
 AF8757
 AF8757                          STATION RECOVERY (2004)
 AF8757
 AF8757'RECOVERY NOTE BY ORBITECH INC 2004 (SHG)
 AF8757'AT LEAST ONE OF THE FENCE CALLS APPEAR TO BE IN ERROR OR FENCES HAVE
 AF8757'BEEN REMOVED SINCE THE 1998 DESCRIPTION. THE MONUMENT IS APPROXIMATELY
 AF8757'10 FEET SOUTH OF A MOWED PATH AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AF8756 ***********************************************************************
 AF8756  FBN         -  This is a Federal Base Network Control Station.
 AF8756  DESIGNATION -  CAB1 B
 AF8756  PID         -  AF8756
 AF8756  STATE/COUNTY-  OR/CURRY
 AF8756  USGS QUAD   -  CAPE BLANCO (1996)
 AF8756
 AF8756                         *CURRENT SURVEY CONTROL
 AF8756  ___________________________________________________________________
 AF8756* NAD 83(2007)-  42 50 10.02343(N)    124 33 13.21601(W)     ADJUSTED  
 AF8756* NAVD 88     -        62.722  (meters)     205.78   (feet)  ADJUSTED  
 AF8756  ___________________________________________________________________
 AF8756  EPOCH DATE  -        2007.00
 AF8756  X           -  -2,656,875.247 (meters)                     COMP
 AF8756  Y           -  -3,858,030.327 (meters)                     COMP
 AF8756  Z           -   4,314,193.155 (meters)                     COMP
 AF8756  LAPLACE CORR-          11.16  (seconds)                    DEFLEC99
 AF8756  ELLIP HEIGHT-          35.406 (meters)          (02/10/07) ADJUSTED
 AF8756  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AF8756  DYNAMIC HT  -          62.709 (meters)     205.74  (feet)  COMP
 AF8756
 AF8756  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AF8756  Type    PID    Designation                      North   East  Ellip
 AF8756  -------------------------------------------------------------------
 AF8756  NETWORK AF8756 CAB1 B                            0.33   0.27   0.69
 AF8756  -------------------------------------------------------------------
 AF8756  MODELED GRAV-     980,419.1   (mgal)                       NAVD 88
 AF8756
 AF8756  VERT ORDER  -  FIRST     CLASS II
 AF8756
 AF8756.The horizontal coordinates were established by GPS observations
 AF8756.and adjusted by the National Geodetic Survey in February 2007.
 AF8756
 AF8756.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AF8756.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AF8756.The horizontal coordinates are valid at the epoch date displayed above.
 AF8756.The epoch date for horizontal control is a decimal equivalence
 AF8756.of Year/Month/Day.
 AF8756
 AF8756.The orthometric height was determined by differential leveling
 AF8756.and adjusted in July 2002.
 AF8756
 AF8756.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF8756
 AF8756.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8756
 AF8756.The ellipsoidal height was determined by GPS observations
 AF8756.and is referenced to NAD 83.
 AF8756
 AF8756.The geoid height was determined by GEOID03.
 AF8756
 AF8756.The dynamic height is computed by dividing the NAVD 88
 AF8756.geopotential number by the normal gravity value computed on the
 AF8756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8756.degrees latitude (g = 980.6199 gals.).
 AF8756
 AF8756.The modeled gravity was interpolated from observed gravity values.
 AF8756
 AF8756;                    North         East     Units Scale Factor Converg.
 AF8756;SPC OR S     -   137,924.079 1,168,741.390   MT  0.99991135   -2 46 23.9
 AF8756;SPC OR S     -   452,506.82  3,834,453.38   iFT  0.99991135   -2 46 23.9
 AF8756;UTM  10      - 4,743,786.844   373,025.586   MT  0.99979835   -1 03 23.4
 AF8756
 AF8756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8756!SPC OR S     -   0.99999445  x   0.99991135  =   0.99990580
 AF8756!UTM  10      -   0.99999445  x   0.99979835  =   0.99979280
 AF8756
 AF8756                          SUPERSEDED SURVEY CONTROL
 AF8756
 AF8756  NAD 83(1998)-  42 50 10.01933(N)    124 33 13.21806(W) AD(       ) A
 AF8756  ELLIP H (04/24/00)   35.402  (m)                       GP(       ) 3 1
 AF8756  NAD 83(1991)-  42 50 10.01607(N)    124 33 13.22127(W) AD(       ) B
 AF8756  ELLIP H (10/13/99)   35.507  (m)                       GP(       ) 3 1
 AF8756  NAVD 88 (10/13/99)   62.72   (m)          205.8    (f) LEVELING    3  
 AF8756
 AF8756.Superseded values are not recommended for survey control.
 AF8756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8756.See file dsdata.txt to determine how the superseded data were derived.
 AF8756
 AF8756_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN7302643787(NAD 83)
 AF8756_MARKER: I = METAL ROD
 AF8756_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AF8756_STAMPING: CAB1 B 1998
 AF8756_MARK LOGO: NGS   
 AF8756_PROJECTION: FLUSH
 AF8756_MAGNETIC: I = MARKER IS A STEEL ROD
 AF8756_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF8756_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8756+SATELLITE: SATELLITE OBSERVATIONS - December 11, 1998
 AF8756_ROD/PIPE-DEPTH: 11.4 meters
 AF8756_SLEEVE-DEPTH  : 0.9 meters
 AF8756
 AF8756  HISTORY     - Date     Condition        Report By
 AF8756  HISTORY     - 1998     MONUMENTED       NGS
 AF8756  HISTORY     - 19981211 GOOD             NGS
 AF8756  HISTORY     - 20020507 GOOD             USPSQD
 AF8756
 AF8756                          STATION DESCRIPTION
 AF8756
 AF8756'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AF8756'0.1 KM (0.05 MI) WESTERLY ALONG 7TH STREET FROM THE POST OFFICE IN
 AF8756'PORT ORFORD, THENCE 7.2 KM (4.45 MI) NORTHERLY ALONG U.S.  HIGHWAY
 AF8756'101, THENCE 8.0 KM (4.95 MI) WESTERLY ALONG A PAVED ROAD LEADING TO
 AF8756'THE CAPE BLANCO LIGHTHOUSE, 22.8 M (74.8 FT) NORTHEAST OF THE NORTH
 AF8756'LEG OF A SIGN (CAPE BLANCO STATE PARK CAMPGROUND) , 21.0 M (68.9 FT)
 AF8756'EAST OF THE EXTENDED CENTER OF A PAVED ROAD LEADING TO THE CAMPGROUND,
 AF8756'18.7 M (61.4 FT) NORTH OF THE ROAD CENTERLINE, 12.4 M (40.7 FT) SOUTH
 AF8756'OF UTILITY POLE NUMBER 20-70 WITH A GUY CABLE, 4.5 M (14.8 FT) SOUTH
 AF8756'OF A WITNESS POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD.
 AF8756'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 AF8756'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 AF8756
 AF8756                          STATION RECOVERY (1998)
 AF8756
 AF8756'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CLS)
 AF8756'RECOVERED AS DESCRIBED.
 AF8756
 AF8756                          STATION RECOVERY (2002)
 AF8756
 AF8756'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 AF8756'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA1222 ***********************************************************************
 RA1222  DESIGNATION -  CABIN CREEK
 RA1222  PID         -  RA1222
 RA1222  STATE/COUNTY-  OR/UNION
 RA1222  USGS QUAD   -  PARTRIDGE CREEK (1995)
 RA1222
 RA1222                         *CURRENT SURVEY CONTROL
 RA1222  ___________________________________________________________________
 RA1222* NAD 83(1991)-  45 42 40.29806(N)    117 53 13.14645(W)     ADJUSTED  
 RA1222* NAVD 88     -       894.9    (meters)    2936.     (feet)  VERTCON   
 RA1222  ___________________________________________________________________
 RA1222  LAPLACE CORR-           3.52  (seconds)                    DEFLEC99
 RA1222  GEOID HEIGHT-         -18.14  (meters)                     GEOID03
 RA1222  HORZ ORDER  -  SECOND
 RA1222
 RA1222.The horizontal coordinates were established by classical geodetic methods
 RA1222.and adjusted by the National Geodetic Survey in October 1991.
 RA1222
 RA1222.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1222.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1222
 RA1222.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1222
 RA1222.The geoid height was determined by GEOID03.
 RA1222
 RA1222;                    North         East     Units Scale Factor Converg.
 RA1222;SPC OR N     -   230,485.215 2,703,415.470   MT  0.99993939   +1 51 11.2
 RA1222;SPC OR N     -   756,185.09  8,869,473.33   iFT  0.99993939   +1 51 11.2
 RA1222;UTM  11      - 5,062,342.509   430,962.299   MT  0.99965860   -0 38 05.8
 RA1222
 RA1222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1222!SPC OR N     -   0.99986257  x   0.99993939  =   0.99980196
 RA1222!UTM  11      -   0.99986257  x   0.99965860  =   0.99952121
 RA1222
 RA1222|---------------------------------------------------------------------|
 RA1222| PID    Reference Object                     Distance      Geod. Az  |
 RA1222|                                                           dddmmss.s |
 RA1222| CF4609 CABIN CREEK RM 1                     11.058 METERS 05832     |
 RA1222| CF4608 CABIN CREEK AZ MK                                  2690236.0 |
 RA1222| CF4610 CABIN CREEK RM 2                     10.086 METERS 30631     |
 RA1222| RA1221 CABIN CREEK 2                         6.090 METERS 35917     |
 RA1222|---------------------------------------------------------------------|
 RA1222
 RA1222                          SUPERSEDED SURVEY CONTROL
 RA1222
 RA1222  NAD 83(1986)-  45 42 40.30032(N)    117 53 13.13537(W) AD(       ) 2
 RA1222  NAD 27      -  45 42 40.77078(N)    117 53 09.37693(W) AD(       ) 2
 RA1222  NGVD 29 (07/19/86)  893.8    (m)         2932.     (f) VERT ANG    3  
 RA1222
 RA1222.Superseded values are not recommended for survey control.
 RA1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1222.See file dsdata.txt to determine how the superseded data were derived.
 RA1222
 RA1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML3096262343(NAD 83)
 RA1222_MARKER: Z = SEE DESCRIPTION
 RA1222_SETTING: 0 = UNSPECIFIED SETTING
 RA1222_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RA1222
 RA1222  HISTORY     - Date     Condition        Report By
 RA1222  HISTORY     - 1946     MONUMENTED       CGS
 RA1222  HISTORY     - 1957     SEE DESCRIPTION  CGS
 RA1222
 RA1222                          STATION DESCRIPTION
 RA1222
 RA1222'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JTJ)
 RA1222'THE STATION IS LOCATED ABOUT 12 MILES NORTHEAST OF ELGIN, 6 MILES
 RA1222'WEST OF LOOKINGGLASS, ON THE NORTH ELGIN PALMER ROAD, ABOUT 2 MILES
 RA1222'NORTH NORTHEAST OF WHERE CABIN CREEK EMPTYS INTO THE GRANDE RONDE
 RA1222'RIVER, WITHIN THE SMALL FARMING AREA OF CABIN CREEK.
 RA1222'
 RA1222'THE MARK IS A STANDARD BRONZE DISK SET IN A SQUARE BLOCK OF
 RA1222'CONCRETE PROJECTING ABOUT 6 INCHES, 6.5 METERS SOUTH OF A FENCE
 RA1222'LINE, 7.5 METERS NORTH OF THE ROAD CENTER, 0.5 MILES EAST OF A
 RA1222'SCHOOLHOUSE, AND ABOUT 150 FEET WEST OF THE ROAD SUMMIT OF A
 RA1222'SMALL HILL.  STAMPED CABIN CR 1946.
 RA1222'
 RA1222'TO REACH FROM THE CITY HALL IN ELGIN GO EAST ON THE ELGIN-PALMER
 RA1222'JUNCTION ROAD FOR 11.5 MILES TO T JUNCTION (BOTH ROADS LEAD TO
 RA1222'PALMER JUNCTION) TURN LEFT ON THE NORTH ROAD AND CONTINUE FOR 2.1
 RA1222'MILES TO CROSS ROADS JUST AFTER PASSING SCHOOLHOUSE, CONTINUE FOR
 RA1222'0.3 MILE UP GRADE OF SMALL HILL TO STATION ON THE NORTH SIDE OF
 RA1222'ROAD JUST BEFORE REACHING SUMMIT.
 RA1222'
 RA1222'REFERENCE MARK NO 1 IS A STANDARD BRONZE REFERENCE DISK SET IN A
 RA1222'SQUARE BLOCK OF CONCRETE PROJECTING ABOUT 1 FOOT, 1-1/2 FEET SOUTH
 RA1222'OF A FENCE LINE, AND IS ABOUT 1 FOOT HIGHER THAN THE
 RA1222'STATION.  STAMPED CABIN CR NO 1 1946.
 RA1222'
 RA1222'REFERENCE MARK NO 2 IS A STANDARD BRONZE REFERENCE DISK SET IN A
 RA1222'SQUARE BLOCK OF CONCRETE PROJECTING ABOUT 10 INCHES, 1 FOOT SOUTH
 RA1222'OF FENCE LINE, AND IS ABOUT 1 FOOT LOWER THAN THE STATION.  STAMPED
 RA1222'CABIN CR NO 2 1946.
 RA1222'
 RA1222'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN A SQUARE BLOCK OF
 RA1222'CONCRETE PROJECTING ABOUT 4 INCHES, 1-1/2 FEET NORTHEAST OF THE
 RA1222'NORTHEAST CORNER POST OF A SCHOOLYARD, 9.0 METERS SOUTH OF ROAD
 RA1222'CENTER, AND IS 0.5 MILE WEST OF THE STATION.  STAMPED CABIN CR
 RA1222'1946.
 RA1222'
 RA1222'PICTURE POINT B IS THE CENTER OF A ROAD TRIANGLE 1713.5 FT E OF
 RA1222'STATION AND 13.50M LOWER.
 RA1222'
 RA1222'PICTURE POINT A IS A LONE TREE ACROSS ROAD 129.50 FT SSE, 4.19M
 RA1222'LOWER THAN STATION.
 RA1222
 RA1222                          STATION RECOVERY (1957)
 RA1222
 RA1222'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RCM)
 RA1222'THE STATION MARK, AZIMUTH MARK AND REFERENCE MARKS 1 AND 2 WERE
 RA1222'RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION WITH THE
 RA1222'EXCEPTION THAT REFERENCE MARK 1 WAS LEANING SLIGHTLY TO THE NORTH
 RA1222'BUT WAS VERY SOLID.
 RA1222'
 RA1222'THE 1946 ROUTE TO THE STATION IS ADEQUATE WITH THE EXCEPTION THAT
 RA1222'IT SHOULD HAVE READ GO NORTH ON THE ELGIN-PALMER JUNCTION ROAD
 RA1222'INSTEAD OF EAST.
 RA1222'
 RA1222'DUE TO THE MODIFICATION OF THE COUNTY ROAD NOW IN PROGRESS, THE
 RA1222'STATION MARK WAS DESTROYED AND CABIN CR 2 WAS ESTABLISHED TO
 RA1222'REPLACE IT.  THE AZIMUTH MARK, REFERENCE 1 AND REFERENCE MARK 2
 RA1222'WERE RETAINED FOR THE NEW STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA1221 ***********************************************************************
 RA1221  DESIGNATION -  CABIN CREEK 2
 RA1221  PID         -  RA1221
 RA1221  STATE/COUNTY-  OR/UNION
 RA1221  USGS QUAD   -  PARTRIDGE CREEK (1995)
 RA1221
 RA1221                         *CURRENT SURVEY CONTROL
 RA1221  ___________________________________________________________________
 RA1221* NAD 83(1991)-  45 42 40.49530(N)    117 53 13.14994(W)     NO CHECK  
 RA1221* NAVD 88     -       895.3    (meters)    2937.     (feet)  VERTCON   
 RA1221  ___________________________________________________________________
 RA1221  LAPLACE CORR-           3.52  (seconds)                    DEFLEC99
 RA1221  GEOID HEIGHT-         -18.14  (meters)                     GEOID03
 RA1221  HORZ ORDER  -  THIRD
 RA1221
 RA1221.The horizontal coordinates were established by classical geodetic methods
 RA1221.and adjusted by the National Geodetic Survey in October 1991.
 RA1221.No horizontal observational check was made to the station.
 RA1221
 RA1221.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1221.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1221
 RA1221.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1221
 RA1221.The geoid height was determined by GEOID03.
 RA1221
 RA1221;                    North         East     Units Scale Factor Converg.
 RA1221;SPC OR N     -   230,491.298 2,703,415.198   MT  0.99993940   +1 51 11.2
 RA1221;SPC OR N     -   756,205.05  8,869,472.43   iFT  0.99993940   +1 51 11.2
 RA1221;UTM  11      - 5,062,348.596   430,962.291   MT  0.99965860   -0 38 05.8
 RA1221
 RA1221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1221!SPC OR N     -   0.99986250  x   0.99993940  =   0.99980191
 RA1221!UTM  11      -   0.99986250  x   0.99965860  =   0.99952115
 RA1221
 RA1221|---------------------------------------------------------------------|
 RA1221| PID    Reference Object                     Distance      Geod. Az  |
 RA1221|                                                           dddmmss.s |
 RA1221| CF4611 CABIN CREEK 2 RM 3                    7.980 METERS 00116     |
 RA1221| CF4609 CABIN CREEK RM 1                      9.428 METERS 09122     |
 RA1221| RA1222 CABIN CREEK                           6.090 METERS 17917     |
 RA1221| CF4608 CABIN CREEK AZ MK                                  2683230.1 |
 RA1221| CF4610 CABIN CREEK RM 2                      8.047 METERS 26911     |
 RA1221|---------------------------------------------------------------------|
 RA1221
 RA1221                          SUPERSEDED SURVEY CONTROL
 RA1221
 RA1221  NAD 83(1986)-  45 42 40.49756(N)    117 53 13.13886(W) AD(       ) 3
 RA1221  NAD 27      -  45 42 40.96802(N)    117 53 09.38041(W) AD(       ) 3
 RA1221  NGVD 29 (07/19/86)  894.2    (m)         2934.     (f) VERT ANG    3  
 RA1221
 RA1221.Superseded values are not recommended for survey control.
 RA1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1221.See file dsdata.txt to determine how the superseded data were derived.
 RA1221
 RA1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML3096262349(NAD 83)
 RA1221_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RA1221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RA1221
 RA1221  HISTORY     - Date     Condition        Report By
 RA1221  HISTORY     - 1957     MONUMENTED       CGS
 RA1221
 RA1221                          STATION DESCRIPTION
 RA1221
 RA1221'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RCM)
 RA1221'THE STATION IS LOCATED ABOUT 12 MILES NORTH OF ELGIN, 6 MILES WEST
 RA1221'OF LOOKINGGLASS, ABOUT 3 MILES WEST OF THE GRANDE RONDE RIVER AND
 RA1221'WITHIN THE SMALL FARMING AREA OF CABIN CREEK.  THIS STATION WAS
 RA1221'ESTABLISHED TO REPLACE STATION CABIN CR 1946, WHICH WAS FOUND TO
 RA1221'BE IN THE WAY OF MODIFICATION OF A COUNTY ROAD.
 RA1221'
 RA1221'TO REACH THE STATION FROM THE POST OFFICE IN ELGIN, DRIVE WEST
 RA1221'ON STATE HIGHWAY 204 FOR 0.05 MILE TO 10TH AVENUE.  TURN RIGHT AND
 RA1221'DRIVE NORTH ON 10TH AVENUE FOR 0.5 MILE TO A Y-FORK.  KEEP THE
 RA1221'RIGHT FORK AND DRIVE NORTHERLY ON THE GRAVELED PALMER JUNCTION
 RA1221'ROAD FOR 2.2 MILES TO A Y-FORK.  KEEP THE RIGHT FORK AND CONTINUE
 RA1221'NORTH ON THE PALMER JUNCTION ROAD FOR 8.5 MILES TO A T-ROAD
 RA1221'JUNCTION.  TURN LEFT AND DRIVE NORTHWEST FOR 2.0 MILES TO A
 RA1221'SCHOOLHOUSE AND THE AZIMUTH MARK ON THE RIGHT, SOUTH, SIDE OF
 RA1221'THE ROAD.  CONTINUE STRAIGHT AHEAD, EAST, FOR 0.25 MILE TO A
 RA1221'CROSSROAD.  KEEP STRAIGHT AHEAD, EAST, UPHILL FOR 0.2 MILE
 RA1221'TO A SUMMIT OF A LOW HILL AND THE STATION ON THE LEFT, NORTH,
 RA1221'SIDE OF THE ROAD.
 RA1221'
 RA1221'THE STATION MARK, A STANDARD DISK STAMPED CABIN CR. 2 1957, IS
 RA1221'SET IN THE TOP OF A CONCRETE POST WHICH IS 10 INCHES SQUARE AND
 RA1221'PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 31 FEET
 RA1221'NORTH OF THE CENTER OF THE COUNTY ROAD AND 3 FEET EAST OF A WHITE
 RA1221'WITNESS POST.
 RA1221'
 RA1221'THE AZIMUTH MARK AND REFERENCE MARKS 1 AND 2 ARE THE ORIGINAL
 RA1221'MARKS SET FOR STATION CABIN CR 1946.
 RA1221'
 RA1221'REFERENCE MARK 1, A STANDARD DISK STAMPED CABIN CR NO 1 1946, IS
 RA1221'SET IN THE TOP OF A CONCRETE POST WHICH IS 10 INCHES SQUARE AND
 RA1221'PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 31 FEET
 RA1221'NORTH OF THE CENTER OF THE COUNTY ROAD AND ABOUT THE SAME
 RA1221'ELEVATION AS THE STATION MARK.  THE MARK LEANS SLIGHTLY TO THE
 RA1221'NORTH.
 RA1221'
 RA1221'REFERENCE MARK 2, A STANDARD DISK STAMPED CABIN CR NO 2 1946, IS
 RA1221'SET IN THE TOP OF A CONCRETE POST WHICH IS 10 INCHES SQUARE AND
 RA1221'PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 31 FEET
 RA1221'NORTH OF THE CENTER OF THE COUNTY ROAD, 6 FEET NORTHWEST OF A PINE
 RA1221'TREE AND ABOUT 18 INCHES LOWER IN ELEVATION THAN THE STATION
 RA1221'MARK.
 RA1221'
 RA1221'REFERENCE MARK 3, A STANDARD DISK STAMPED CABIN CR. 2 NO 3 1957,
 RA1221'IS SET IN THE TOP OF A CONCRETE POST WHICH IS 10 INCHES IN DIAMETER
 RA1221'AND PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS ABOUT
 RA1221'18 INCHES HIGHER IN ELEVATION THAN THE STATION MARK.
 RA1221'
 RA1221'THE AZIMUTH MARK, A STANDARD DISK STAMPED CABIN CR 1946, IS SET
 RA1221'IN THE TOP OF A CONCRETE POST WHICH IS ABOUT 10 INCHES SQUARE AND
 RA1221'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 140 FEET
 RA1221'NORTHEAST OF THE NORTHEAST CORNER OF THE SCHOOLHOUSE, 25 FEET
 RA1221'SOUTH OF THE CENTER OF THE COUNTY ROAD AND 2 FEET NORTHEAST OF THE
 RA1221'NORTHEAST FENCE CORNER OF THE FENCE SURROUNDING THE
 RA1221'SCHOOLGROUNDS.  A WHITE WITNESS POST WAS SET 2 FEET EAST
 RA1221'OF THE MARK THIS YEAR.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0836 ***********************************************************************
 NY0836  DESIGNATION -  CACHE
 NY0836  PID         -  NY0836
 NY0836  STATE/COUNTY-  OR/LAKE
 NY0836  USGS QUAD   -  COFFEEPOT CREEK (1980)
 NY0836
 NY0836                         *CURRENT SURVEY CONTROL
 NY0836  ___________________________________________________________________
 NY0836* NAD 83(1991)-  42 32 03.04920(N)    120 41 33.40273(W)     ADJUSTED  
 NY0836* NAVD 88     -      1868.6    (meters)    6131.     (feet)  VERTCON   
 NY0836  ___________________________________________________________________
 NY0836  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 NY0836  GEOID HEIGHT-         -20.63  (meters)                     GEOID03
 NY0836  HORZ ORDER  -  THIRD
 NY0836
 NY0836.The horizontal coordinates were established by classical geodetic methods
 NY0836.and adjusted by the National Geodetic Survey in October 1991.
 NY0836
 NY0836.The NAVD 88 height was computed by applying the VERTCON shift value to
 NY0836.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NY0836
 NY0836.The Laplace correction was computed from DEFLEC99 derived deflections.
 NY0836
 NY0836.The geoid height was determined by GEOID03.
 NY0836
 NY0836;                    North         East     Units Scale Factor Converg.
 NY0836;SPC OR S     -    96,384.816 1,484,176.839   MT  0.99995547   -0 07 54.4
 NY0836;SPC OR S     -   316,223.15  4,869,346.58   iFT  0.99995547   -0 07 54.4
 NY0836;UTM  10      - 4,711,668.573   689,490.358   MT  1.00004179   +1 33 37.2
 NY0836
 NY0836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NY0836!SPC OR S     -   0.99971027  x   0.99995547  =   0.99966575
 NY0836!UTM  10      -   0.99971027  x   1.00004179  =   0.99975205
 NY0836
 NY0836|---------------------------------------------------------------------|
 NY0836| PID    Reference Object                     Distance      Geod. Az  |
 NY0836|                                                           dddmmss.s |
 NY0836| CD7027 CACHE RM 1                            9.267 METERS 08545     |
 NY0836| NY0807 COUGAR PEAK LOOKOUT HOUSE           APPROX.25.7 KM 1683001.2 |
 NY0836| CD7028 CACHE RM 2                            6.737 METERS 33217     |
 NY0836|---------------------------------------------------------------------|
 NY0836
 NY0836                          SUPERSEDED SURVEY CONTROL
 NY0836
 NY0836  NAD 83(1986)-  42 32 03.05455(N)    120 41 33.40451(W) AD(       ) 3
 NY0836  NAD 27      -  42 32 03.50000(N)    120 41 29.50200(W) AD(       ) 3
 NY0836  NGVD 29 (07/19/86) 1867.3    (m)         6126.     (f) VERT ANG    3  
 NY0836
 NY0836.Superseded values are not recommended for survey control.
 NY0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0836.See file dsdata.txt to determine how the superseded data were derived.
 NY0836
 NY0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFN8949011669(NAD 83)
 NY0836_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NY0836_SETTING: 66 = SET IN ROCK OUTCROP
 NY0836
 NY0836  HISTORY     - Date     Condition        Report By
 NY0836  HISTORY     - 1948     MONUMENTED       CGS
 NY0836  HISTORY     - 1967     SEE DESCRIPTION  CGS
 NY0836
 NY0836                          STATION DESCRIPTION
 NY0836
 NY0836'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MTP)
 NY0836'STATION IS LOCATED ABOUT 28 MILES NORTHWEST OF LAKEVIEW AND ABOUT
 NY0836'13 MILES SOUTHWEST OF PAISLEY, NEAR THE SOUTH END OF A LOW ROCKY
 NY0836'POINTED RIDGE, ABOUT 0.1 MILE EAST OF THE FOREST SERVICE TRUNK
 NY0836'ROAD.  THE MARK IS SET IN OUTCROPPING BEDROCK FLUSH WITH THE
 NY0836'SURFACE OF THE GROUND.  THE MARK IS SET IN THE CENTER OF A
 NY0836'TRIANGLE FORMED BY THREE PINES WITH A TRIANGLE BLAZE ON EACH.
 NY0836'THE MARK IS STAMPED CACHE 1948.
 NY0836'
 NY0836'REFERENCE MARK NO 1 IS SET IN A 2X3 FOOT BOULDER PROJECTING 18
 NY0836'INCHES ABOVE THE SURFACE OF THE GROUND.  THE MARK IS 30.4 FEET
 NY0836'EAST OF THE STATION MARK.  IT IS STAMPED CACHE NO 1 1948.
 NY0836'
 NY0836'REFERENCE MARK NO 2 IS SET IN OUTCROPPING BEDROCK 22.1 FEET
 NY0836'NORTHWEST OF THE STATION MARK.  IT IS STAMPED CACHE NO 2 1948.
 NY0836'
 NY0836'COUGAR PEAK LOOKOUT HOUSE IS LOCATED ON THE SUMMIT OF COUGAR
 NY0836'PEAK.  THE HOUSE IS A WOODEN STRUCTURE, 12 FEET IN HEIGHT.
 NY0836'
 NY0836'TO REACH--FROM THE JUNCTION OF U.S. HIGHWAY 395 AND STATE HIGHWAY
 NY0836'66, IN LAKEVIEW, GO WEST ON STATE HIGHWAY 66 FOR 7.6 MILES, HERE
 NY0836'TAKE ROAD RIGHT AS PER SIGN DAIRY CREEK 26 FOR 1.1 MILES, HERE TAKE
 NY0836'THE RIGHT FORK FOR 3.3 MILES, TAKE LEFT FORK AND CONTINUE ON FOR
 NY0836'0.6 MILE TO A T INTERSECTION, TAKE THE ROAD LEFT AT THE
 NY0836'INTERSECTION FOR 1.9 MILES, HERE TAKE ROAD RIGHT AS PER SIGN DAIRY
 NY0836'CREEK 19 FOR 0.9 MILE, AGAIN TAKE ROAD RIGHT, AS PER SIGN DAIRY
 NY0836'CREEK 18 FOR 5.5 MILES TO FORKS, KEEP THE MAIN TRAVELED ROAD,
 NY0836'LEFT, FOR 3.5 MILES, HERE TAKE ROAD AS PER SIGN DAIRY CREEK 9
 NY0836'FOR 8.6 MILES TO DAIRY CREEK GUARD STATION AND SIGN SILVER LAKE
 NY0836'62, PAISLEY 22, TAKE ROAD RIGHT AS PER SIGN SILVER LAKE 62
 NY0836'ETC. FOR 1.7 MILES, AT FORKS TAKE ROAD LEFT AS PER SILVER LAKE
 NY0836'FOR 4.5 MILES TO MILE POST 40, CONTINUE ON FOR 0.5 MILE TO
 NY0836'TRIANGLE BLAZE ON TREE AND THE END OF TRUCK TRAVEL.  FROM HERE
 NY0836'PACK EAST UP RIDGE THEN SOUTH ALONG RIDGE FOR ABOUT 200 YARDS
 NY0836'TO THE STATION SITE.  5 MINUTE PACK
 NY0836'
 NY0836'NOTE--WITH FOUR WHEEL DRIVE STATION COULD PROBABLY BE DRIVEN.
 NY0836
 NY0836                          STATION RECOVERY (1967)
 NY0836
 NY0836'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 NY0836'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE RECOVERED IN
 NY0836'GOOD CONDITION.  THE BOULDER WHICH HELD THE STATION MARK HAD
 NY0836'BROKEN AND THE STATION MARK WAS GONE LEAVING THE OUTLINE OF THE
 NY0836'DISK.  THE DISTANCE TO THE REFERENCE MARKS VERIFIED THE
 NY0836'LOCATION.  TO PRESERVE THE VALUE OF THE STATION ANOTHER STATION
 NY0836'MARK WAS ESTABLISHED AT THE PRECISE LOCATION.  A NEW AND
 NY0836'COMPLETE DESCRIPTION FOLLOWS.
 NY0836'
 NY0836'THE STATION IS 28 MILES NORTHWEST OF LAKEVIEW AND 21 MILES
 NY0836'NORTHEAST OF BLY ON FOREST SERVICE LAND.
 NY0836'
 NY0836'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 395 AND
 NY0836'STATE HIGHWAY 140 IN LAKEVIEW GO WEST ON STATE HIGHWAY 140 FOR 3.2
 NY0836'MILES TO A CROSSROAD AND SIGN, DAIRY CREEK 26, TURN RIGHT AND GO
 NY0836'NORTH, WEST AN NORTH ON THE MACADAM ROAD FOR 4.5 MILES TO THE END
 NY0836'OF THE MACADAM, CONTINUE NORTH ON THE GRAVEL FOR 1.0 MILE TO A
 NY0836'SIDE ROAD LEFT AND SIGN, DAIRY CREEK 21, TURN LEFT AND GO WEST AND
 NY0836'NORTHWEST ON GRAVELED FOREST SERVICE ROAD NO. 2913 FOR 22.2
 NY0836'MILES TO THE DAIRY CREEK GUARD STATION AND A SIDE ROAD AND SIGN
 NY0836'ON THE RIGHT, PAISLEY 22 BLY 26, TURN RIGHT, CROSS DAIRY CREEK,
 NY0836'AND GO NORTH FOR 0.1 MILE TO A T INTERSECTION, TURN RIGHT AND
 NY0836'GO NORTHEAST, NORTH AND NORTHWEST ON FOREST SERVICE ROAD 330 FOR
 NY0836'1.7 MILES TO A FORK, TAKE LEFT FORK, FOREST SERVICE ROAD 337,
 NY0836'TOWARDS CAMBELL LAKE FOR 3.1 MILES TO A CROSSROAD, CONTINUE
 NY0836'NORTHWEST ON ROAD 337, TOWARDS CAMBELL LAKE FOR 1.5 MILES TO A
 NY0836'CORRUGATED CULVERT WITH CONCRETE HEAD WALLS OVER A SMALL
 NY0836'CREEK, CONTINUE NORTHWEST FOR 0.15 MILE TO A FORK, TAKE THE
 NY0836'RIGHT FORK, OLD ROAD, AND CONTINUE NORTHWEST FOR 0.5 MILE TO A
 NY0836'ROCK CAIRN ON THE LEFT AND A DIM TRACK ROAD ON THE RIGHT, TURN
 NY0836'RIGHT AND GO SOUTHEAST ON THE TRACK ROAD FOR 0.25 MILE TO THE
 NY0836'END OF TRUCK TRAVEL.  FROM HERE PACK SOUTHEAST FOR 175
 NY0836'METERS TO THE STATION.
 NY0836'
 NY0836'THE STATION MARK, STAMPED CACHE 1948 1967, IS A STANDARD DISK
 NY0836'SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES,
 NY0836'16.5 FEET EAST OF A 2 1/2-FOOT PINE TREE WITH A WITNESS SIGN
 NY0836'NAILED ON IT, 9 FEET NORTH-NORTHEAST OF A 2-FOOT PINE TREE WITH A
 NY0836'WITNESS SIGN NAILED ON IT, 8 FEET SOUTH-SOUTHWEST OF A 1 1/2-FOOT
 NY0836'PINE TREE WITH A TRIANGLE BLAZE AND 1 FOOT NORTHWEST OF A ROCK
 NY0836'CAIRN.  (NOTE 1A AND 7A)
 NY0836'
 NY0836'REFERENCE MARK NO. 1, STAMPED CACHE NO 1 1948, IS A STANDARD
 NY0836'DISK CEMENTED IN A DRILL HOLE IN A 2 BY 4 FOOT BOULDER THAT
 NY0836'PROJECTS 1 FOOT, 26 FEET EAST OF THE 1 1/2-FOOT PINE TREE WITH A
 NY0836'TRIANGLE BLAZE AND 0.5 FOOT NORTH OF A CAIRN.  (NOTE 12C)
 NY0836'
 NY0836'REFERENCE MARK NO. 2, STAMPED CACHE NO 2 1948, IS A STANDARD
 NY0836'DISK SET IN OUTCROPPING BEDROCK THAT PROJECTS 6 INCHES, 21 FEET
 NY0836'NORTHWEST OF THE 1 1/2-FOOT PINE TREE WITH A TRIANGLE BLAZE AND
 NY0836'0.5 FOOT NORTH OF A ROCK CAIRN.  (NOTE 12A)
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1852 ***********************************************************************
 QD1852  DESIGNATION -  CACHE MTN LOT
 QD1852  PID         -  QD1852
 QD1852  STATE/COUNTY-  OR/DESCHUTES
 QD1852  USGS QUAD   -  THREE FINGERED JACK (1988)
 QD1852
 QD1852                         *CURRENT SURVEY CONTROL
 QD1852  ___________________________________________________________________
 QD1852* NAD 83(1991)-  44 22 50.56503(N)    121 46 48.65431(W)     ADJUSTED  
 QD1852* NAVD 88     -      1701.6    (meters)    5583.     (feet)  VERTCON   
 QD1852  ___________________________________________________________________
 QD1852  LAPLACE CORR-          -4.36  (seconds)                    DEFLEC99
 QD1852  GEOID HEIGHT-         -21.15  (meters)                     GEOID03
 QD1852  HORZ ORDER  -  THIRD
 QD1852
 QD1852.The horizontal coordinates were established by classical geodetic methods
 QD1852.and adjusted by the National Geodetic Survey in October 1991.
 QD1852
 QD1852.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1852.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1852
 QD1852.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1852
 QD1852.The geoid height was determined by GEOID03.
 QD1852
 QD1852;                    North         East     Units Scale Factor Converg.
 QD1852;SPC OR S     -   302,289.104 1,397,972.159   MT  1.00011912   -0 52 33.0
 QD1852;SPC OR S     -   991,762.15  4,586,522.83   iFT  1.00011912   -0 52 33.0
 QD1852;SPC OR N     -    80,155.645 2,397,985.791   MT  0.99998841   -0 54 28.4
 QD1852;SPC OR N     -   262,977.84  7,867,407.45   iFT  0.99998841   -0 54 28.4
 QD1852;UTM  10      - 4,914,882.674   597,170.488   MT  0.99971612   +0 51 11.6
 QD1852
 QD1852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1852!SPC OR S     -   0.99973658  x   1.00011912  =   0.99985567
 QD1852!SPC OR N     -   0.99973658  x   0.99998841  =   0.99972499
 QD1852!UTM  10      -   0.99973658  x   0.99971612  =   0.99945277
 QD1852
 QD1852|---------------------------------------------------------------------|
 QD1852| PID    Reference Object                     Distance      Geod. Az  |
 QD1852|                                                           dddmmss.s |
 QD1852| CS4143 CACHE MTN LOT RM 2                   12.027 METERS 02432     |
 QD1852| CS4144 CACHE MTN LOT RM 1                    3.892 METERS 13326     |
 QD1852|---------------------------------------------------------------------|
 QD1852
 QD1852                          SUPERSEDED SURVEY CONTROL
 QD1852
 QD1852  NAD 83(1986)-  44 22 50.57760(N)    121 46 48.64776(W) AD(       ) 3
 QD1852  NGVD 29 (04/26/90) 1700.4    (m)         5579.     (f) VERT ANG    3  
 QD1852
 QD1852.Superseded values are not recommended for survey control.
 QD1852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1852.See file dsdata.txt to determine how the superseded data were derived.
 QD1852
 QD1852_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ9717014883(NAD 83)
 QD1852_MARKER: DS = TRIANGULATION STATION DISK
 QD1852_SETTING: 0 = UNSPECIFIED SETTING
 QD1852_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD1852
 QD1852  HISTORY     - Date     Condition        Report By
 QD1852  HISTORY     - 1958     MONUMENTED       USGS
 QD1852
 QD1852                          STATION DESCRIPTION
 QD1852
 QD1852'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 QD1852'LOCATED ABOUT 13 MI NW. OF SISTERS, 7.5 MI WSW. OF BLACK BUTTE,
 QD1852'3.5 MI SW. OF SUTTLE LAKE.  ON HIGHEST POINT OF CACHE MTN.
 QD1852'
 QD1852'TO REACH FROM SISTERS POST OFFICE, DRIVE 7 MI W. ON MCKENZIE HWY.
 QD1852'(U.S. HWY. 126).  TURN RIGHT FOLLOWNG DIRT RD. 5.9 MI N. TO OLD
 QD1852'SANTIAM RD.  TURN LEFT 3.5 MI W. FOLLOWING OLD SANTIAM RD. TO RD.
 QD1852'FORK.  TURN RIGHT AS PER SIGN CACHE MTN. L.O. AND FOLLOW RD. 2.4
 QD1852'MI N. TO TOP OF MOUNTAIN, LOT AND STATION.
 QD1852'
 QD1852'STATION MARK--STANDARD TABLET STAMPED---CACHE MTN LOT---, ON TOP OF
 QD1852'4-INCH IRON PIPE PROJECTING 0.3 FT. ABOVE GROUND, CENTERED UNDER
 QD1852'LOT.
 QD1852'
 QD1852'RM 1--STANDARD RM TABLET STAMPED---NO 1 1958---, IN CONCRETE BASE
 QD1852'FOR SOUTHEAST LEG OF LOT.
 QD1852'
 QD1852'RM 2--OLD STANDARD VABM TABLET, UNSTAMPED, CEMENTED IN DRILL
 QD1852'HOLE IN BOULDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2467 ***********************************************************************
 QE2467  DESIGNATION -  CAF
 QE2467  PID         -  QE2467
 QE2467  STATE/COUNTY-  OR/LINCOLN
 QE2467  USGS QUAD   -  NEWPORT SOUTH (1984)
 QE2467
 QE2467                         *CURRENT SURVEY CONTROL
 QE2467  ___________________________________________________________________
 QE2467* NAD 83(1991)-  44 34 45.09389(N)    124 00 59.55259(W)     ADJUSTED  
 QE2467* NAVD 88     -        13.     (meters)      43.     (feet)  SCALED    
 QE2467  ___________________________________________________________________
 QE2467  LAPLACE CORR-          15.44  (seconds)                    DEFLEC99
 QE2467  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 QE2467  HORZ ORDER  -  THIRD
 QE2467
 QE2467.The horizontal coordinates were established by classical geodetic methods
 QE2467.and adjusted by the National Geodetic Survey in October 1991.
 QE2467
 QE2467.The orthometric height was scaled from a topographic map.
 QE2467
 QE2467.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2467
 QE2467.The geoid height was determined by GEOID03.
 QE2467
 QE2467;                    North         East     Units Scale Factor Converg.
 QE2467;SPC OR N     -   107,479.079 2,220,812.693   MT  0.99994715   -2 29 38.0
 QE2467;SPC OR N     -   352,621.65  7,286,130.88   iFT  0.99994715   -2 29 38.0
 QE2467;UTM  10      - 4,936,708.305   419,296.565   MT  0.99968009   -0 42 48.8
 QE2467
 QE2467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2467!SPC OR N     -   1.00000167  x   0.99994715  =   0.99994882
 QE2467!UTM  10      -   1.00000167  x   0.99968009  =   0.99968176
 QE2467
 QE2467:                Primary Azimuth Mark                     Grid Az
 QE2467:SPC OR N     -  RAIL                                     008 46 04.2
 QE2467:UTM  10      -  RAIL                                     006 59 15.0
 QE2467
 QE2467|---------------------------------------------------------------------|
 QE2467| PID    Reference Object                     Distance      Geod. Az  |
 QE2467|                                                           dddmmss.s |
 QE2467| QE2505 RAIL                                APPROX. 0.5 KM 0061626.2 |
 QE2467| CD9662 CAF WM 3                                           02524     |
 QE2467| QE2511 YAQUINA RIVER LIGHT 25              APPROX. 0.6 KM 0344659.4 |
 QE2467| QE2522 OLD WHARF                           APPROX. 1.0 KM 0631733.3 |
 QE2467| QE2479 KING                                APPROX. 1.0 KM 0962339.7 |
 QE2467| CD9660 CAF WM 1                                           27624     |
 QE2467| QE2504 MUD                                 398.534 METERS 29109     |
 QE2467| CD9661 CAF WM 2                                           33624     |
 QE2467| QE2508 ROAD                                APPROX. 0.6 KM 3530303.7 |
 QE2467|---------------------------------------------------------------------|
 QE2467
 QE2467                          SUPERSEDED SURVEY CONTROL
 QE2467
 QE2467  NAD 83(1986)-  44 34 45.13612(N)    124 00 59.60755(W) AD(       ) 3
 QE2467  NAD 27      -  44 34 45.73500(N)    124 00 55.20700(W) AD(       ) 3
 QE2467
 QE2467.Superseded values are not recommended for survey control.
 QE2467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2467.See file dsdata.txt to determine how the superseded data were derived.
 QE2467
 QE2467_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ1929736708(NAD 83)
 QE2467_MARKER: Z = SEE DESCRIPTION
 QE2467_SETTING: 0 = UNSPECIFIED SETTING
 QE2467
 QE2467  HISTORY     - Date     Condition        Report By
 QE2467  HISTORY     - 1914     MONUMENTED       CGS
 QE2467  HISTORY     - 1953     SEE DESCRIPTION  CGS
 QE2467
 QE2467                          STATION DESCRIPTION
 QE2467
 QE2467'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (JWM)
 QE2467'STATION IS ON THE N END OF AN ISLAND KNOWN LOCALLY AS CAFFREY
 QE2467'ISLAND, ABOUT 10 METERS FROM THE EDGE OF THE BLUFF AND 30 FEET
 QE2467'ABOVE HIGH WATER.
 QE2467'
 QE2467'THE STATION MARK IS A BOTTLE SET 3 FEET BELOW THE SURFACE, AND IS
 QE2467'MARKED AT THE SURFACE BY A STANDARD DISK SET IN A 1-INCH IRON PIPE.
 QE2467'
 QE2467'REFERENCE MARK IS A STANDARD DISK SET IN CONCRETE, 3.05 METERS
 QE2467'S (MAGNETIC).
 QE2467
 QE2467                          STATION RECOVERY (1953)
 QE2467
 QE2467'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (FAR)
 QE2467'THE STATION WAS RECOVERED IN GOOD CONDITION, BUT A ONE-HALF HOUR
 QE2467'SEARCH FAILED TO REVEAL ANY TRACE OF THE REFERENCE MARK.  THE
 QE2467'ORIGINAL DESCRIPTION IS INADEQUATE.  A NEW DESCRIPTION FOLLOWS--
 QE2467'
 QE2467'THE STATION IS ON MC CAFFERY ISLAND, WHICH IS ON THE S SIDE OF
 QE2467'THE YAQUINA RIVER, 0.6 MI. W OF OYSTERVILLE.  THE STATION IS
 QE2467'REACHED BY BOAT, BY MAKING A LANDING ON THE GRASSY FLAT E OF THE
 QE2467'HIGH WOODED PORTION OF THE ISLAND, AND THEN PROCEEDING W ON A PATH
 QE2467'LEADING UP THE SIDE OF THE BLUFF INTO A SMALL CLEARING.  THE
 QE2467'STATION MARK IS IN THE NW CORNER OF THE CLEARING, 12 M. S OF THE
 QE2467'SHEER ROCK BLUFF, 9.9 M. S-SW OF A TRIANGULAR BLAZE ON A
 QE2467'4-FT. CONIFER ON THE EDGE OF THE BLUFF, 9.8 M. S-SE OF A
 QE2467'TRIANGULAR BLAZE ON A 2-1/2-FT. CONIFER, 4.1 M. E OF A TRIANGULAR
 QE2467'BLAZE ON A 1-FT. CONIFER, AND 0.75 M. E OF A 3-IN. ALDER WITNESS
 QE2467'POST PROJECTING 4 FT.
 QE2467'
 QE2467'THE STATION IS MARKED BY A STANDARD DISK, UNSTAMPED AND SET IN
 QE2467'A CYLINDRICAL BED OF CONCRETE SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3567 ***********************************************************************
 RD3567  DESIGNATION -  CAIN
 RD3567  PID         -  RD3567
 RD3567  STATE/COUNTY-  OR/MULTNOMAH
 RD3567  USGS QUAD   -  SAUVIE ISLAND (1990)
 RD3567
 RD3567                         *CURRENT SURVEY CONTROL
 RD3567  ___________________________________________________________________
 RD3567* NAD 83(1991)-  45 37 59.77951(N)    122 47 36.26157(W)     ADJUSTED  
 RD3567* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 RD3567  ___________________________________________________________________
 RD3567  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 RD3567  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 RD3567  HORZ ORDER  -  THIRD
 RD3567
 RD3567.The horizontal coordinates were established by classical geodetic methods
 RD3567.and adjusted by the National Geodetic Survey in October 1991.
 RD3567
 RD3567.The orthometric height was scaled from a topographic map.
 RD3567
 RD3567.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3567
 RD3567.The geoid height was determined by GEOID03.
 RD3567
 RD3567;                    North         East     Units Scale Factor Converg.
 RD3567;SPC OR N     -   221,073.155 2,321,212.187   MT  0.99992743   -1 37 35.2
 RD3567;SPC OR N     -   725,305.63  7,615,525.55   iFT  0.99992743   -1 37 35.2
 RD3567;SPC WA S     -    35,938.540   321,191.211   MT  1.00005134   -1 39 57.3
 RD3567;SPC WA S     -   117,908.36  1,053,774.83   sFT  1.00005134   -1 39 57.3
 RD3567;UTM  10      - 5,053,323.572   516,102.406   MT  0.99960319   +0 08 51.7
 RD3567
 RD3567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3567!SPC OR N     -   1.00000294  x   0.99992743  =   0.99993037
 RD3567!SPC WA S     -   1.00000294  x   1.00005134  =   1.00005428
 RD3567!UTM  10      -   1.00000294  x   0.99960319  =   0.99960613
 RD3567
 RD3567|---------------------------------------------------------------------|
 RD3567| PID    Reference Object                     Distance      Geod. Az  |
 RD3567|                                                           dddmmss.s |
 RD3567| RD3425 POST OFFICE BAR LOWER LT            379.063 METERS 03510     |
 RD3567| RD3474 GILLIHAN TANK                       APPROX. 2.0 KM 0443422.7 |
 RD3567| RD3509 GILLIHAN LIGHT                      APPROX. 1.5 KM 0475020.4 |
 RD3567| RD3442 WILLAMETTE RIVER ENT LIGHT 1        APPROX. 2.0 KM 0551552.6 |
 RD3567| RD3451 KINE                                APPROX. 1.8 KM 0631222.5 |
 RD3567| RD3624 POST OFFICE BAR UPPER LIGHT         APPROX. 1.8 KM 1653749.0 |
 RD3567| RD3644 PORTLAND LINNTON C AND W BURNR      APPROX. 4.1 KM 1670017.8 |
 RD3567| RD3642 PORTLAND LINNTON C AND W STACK      APPROX. 4.1 KM 1672732.6 |
 RD3567| RD3631 WEST OREGON LUMBER CO STACK         APPROX. 3.1 KM 1724958.9 |
 RD3567| RD3641 WEST OREGON LUMBER CO TALL STK      APPROX. 2.6 KM 1750853.3 |
 RD3567| CE2374 CAIN RM 1                            15.691 METERS 23448     |
 RD3567| CE2375 CAIN RM 2                            23.275 METERS 30023     |
 RD3567|---------------------------------------------------------------------|
 RD3567
 RD3567                          SUPERSEDED SURVEY CONTROL
 RD3567
 RD3567  NAD 83(1986)-  45 37 59.79885(N)    122 47 36.26324(W) AD(       ) 3
 RD3567  NAD 27      -  45 38 00.37800(N)    122 47 31.89900(W) AD(       ) 3
 RD3567
 RD3567.Superseded values are not recommended for survey control.
 RD3567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3567.See file dsdata.txt to determine how the superseded data were derived.
 RD3567
 RD3567_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1610253324(NAD 83)
 RD3567_MARKER: Z = SEE DESCRIPTION
 RD3567_SETTING: 0 = UNSPECIFIED SETTING
 RD3567
 RD3567  HISTORY     - Date     Condition        Report By
 RD3567  HISTORY     - 1938     MONUMENTED       CGS
 RD3567  HISTORY     - 1941     SEE DESCRIPTION  USE
 RD3567  HISTORY     - 1960     SEE DESCRIPTION  CGS
 RD3567
 RD3567                          STATION DESCRIPTION
 RD3567
 RD3567'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (WMS)
 RD3567'STATION IS LOCATED ABOUT 2 MILES SW OF THE JUNCTION OF THE WILLAMETTE
 RD3567'AND COLUMBIA RIVERS AND ABOUT 1 MILE N OF THE MULTNOMAH SLOUGH AND
 RD3567'WILLAMETTE RIVER JUNCTION ON THE W BANK OF THE WILLAMETTE RIVER AND
 RD3567'AT THE E EDGE OF AN OLD PEAR ORCHARD.  IT IS ABOUT 4 METERS FROM THE
 RD3567'EDGE OF THE RIVER.
 RD3567'
 RD3567'STATION MARK IS A STANDARD DISK SET IN CONCRETE IN A 5-FOOT LENGTH OF
 RD3567'4-INCH CAST-IRON SOIL PIPE EXTENDING 6 INCHES ABOVE THE SURFACE.
 RD3567'
 RD3567'REFERENCE MARKS NO.1 AND NO.2 ARE STANDARD DISKS WITH ARROWS
 RD3567'POINTING TOWARD STATION SET IN CONCRETE IN A 2 1/2-FOOT LENGTH OF
 RD3567'4-INCH CAST-IRON SOIL PIPE EXTENDING 4 INCHES ABOVE THE SURFACE.
 RD3567'
 RD3567'ALL DISKS ARE STAMPED CAIN 1938.
 RD3567
 RD3567                          STATION RECOVERY (1941)
 RD3567
 RD3567'RECOVERY NOTE BY US ENGINEERS 1941
 RD3567'STATION IS ABOUT 2 MILES SW OF THE JUNCTION OF THE WILLAMETTE AND
 RD3567'COLUMBIA RIVERS AND ABOUT 1 MILE N OF THE MULTNOMAH SLOUGH AND
 RD3567'WILLAMETTE RIVER JUNCTION ON THE W BANK OF THE WILLAMETTE RIVER
 RD3567'ABOUT 210 METERS DOWNSTREAM FROM P.O. BAR REAR LT. AND ON THE RIVER
 RD3567'SIDE OF THE SAUVIE ISLAND LEVEE, A STANDARD DISK CEMENTED IN THE
 RD3567'TOP OF A 5-FOOT LENGTH OF 4-INCH CAST-IRON SOIL PIPE EXTENDING 2
 RD3567'INCHES ABOVE THE SURFACE.  THE REFERENCES ARE SIMILARLY SET.  ALL
 RD3567'MARKS STAMPED CAIN 1941.  DISKS ARE ALL U.S.C. AND G.S.
 RD3567'
 RD3567'THE STATION MARK WAS RE-ESTABLISHED FROM U.S.E. REFERENCES SURVEYED
 RD3567'PRIOR TO THE CONSTRUCTION OF THE SAUVIE ISLAND LEVEE.  ORIGINAL
 RD3567'MARKS SET BY W.M. SCAIFE IN 1938 WERE DESTROYED OF NECESSITY BY
 RD3567'LEVEE CONSTRUCTION.
 RD3567
 RD3567                          STATION RECOVERY (1960)
 RD3567
 RD3567'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ANS)
 RD3567'THIS STATION WAS SEARCHED FOR BUT NOT RECOVERED.
 RD3567'
 RD3567'THE SHORE LINE OF THE WILLAMETTE RIVER HAS CHANGED IN THIS AREA
 RD3567'AND IT IS BELIEVED THAT THE STATION HAS BEEN LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH1162 ***********************************************************************
 OH1162  DESIGNATION -  CAIRO
 OH1162  PID         -  OH1162
 OH1162  STATE/COUNTY-  OR/MALHEUR
 OH1162  USGS QUAD   -  CAIRO (1967)
 OH1162
 OH1162                         *CURRENT SURVEY CONTROL
 OH1162  ___________________________________________________________________
 OH1162* NAD 83(1991)-  43 59 17.11461(N)    117 00 38.45252(W)     ADJUSTED  
 OH1162* NAVD 88     -       672.12   (+/-2cm)    2205.1    (feet)  VERTCON   
 OH1162  ___________________________________________________________________
 OH1162  LAPLACE CORR-           2.12  (seconds)                    DEFLEC99
 OH1162  GEOID HEIGHT-         -17.83  (meters)                     GEOID03
 OH1162  HORZ ORDER  -  SECOND
 OH1162  VERT ORDER  -  THIRD ? (See Below)
 OH1162
 OH1162.The horizontal coordinates were established by classical geodetic methods
 OH1162.and adjusted by the National Geodetic Survey in October 1991.
 OH1162
 OH1162.The NAVD 88 height was computed by applying the VERTCON shift value to
 OH1162.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OH1162.The vertical order pertains to the NGVD 29 superseded value.
 OH1162
 OH1162.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1162
 OH1162.The geoid height was determined by GEOID03.
 OH1162
 OH1162;                    North         East     Units Scale Factor Converg.
 OH1162;SPC OR S     -   263,710.593 1,779,839.141   MT  0.99999699   +2 23 13.9
 OH1162;SPC OR S     -   865,192.23  5,839,367.26   iFT  0.99999699   +2 23 13.9
 OH1162;UTM  11      - 4,870,549.790   499,143.469   MT  0.99960001   -0 00 26.7
 OH1162
 OH1162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1162!SPC OR S     -   0.99989741  x   0.99999699  =   0.99989441
 OH1162!UTM  11      -   0.99989741  x   0.99960001  =   0.99949747
 OH1162
 OH1162|---------------------------------------------------------------------|
 OH1162| PID    Reference Object                     Distance      Geod. Az  |
 OH1162|                                                           dddmmss.s |
 OH1162| CD7029 CAIRO RM 1                           21.522 METERS 17825     |
 OH1162| OH1158 ARCADIA                             APPROX. 6.1 KM 1951140.1 |
 OH1162| CD7030 CAIRO RM 2                          134.347 METERS 27649     |
 OH1162|---------------------------------------------------------------------|
 OH1162
 OH1162                          SUPERSEDED SURVEY CONTROL
 OH1162
 OH1162  NAD 83(1986)-  43 59 17.11442(N)    117 00 38.45250(W) AD(       ) 2
 OH1162  NAD 27      -  43 59 17.52717(N)    117 00 34.87093(W) AD(       ) 2
 OH1162  NGVD 29 (07/19/86)  671.14   (m)         2201.9    (f) LEVELING    3  
 OH1162
 OH1162.Superseded values are not recommended for survey control.
 OH1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1162.See file dsdata.txt to determine how the superseded data were derived.
 OH1162
 OH1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ9914370550(NAD 83)
 OH1162_MARKER: DD = SURVEY DISK
 OH1162_SETTING: 0 = UNSPECIFIED SETTING
 OH1162
 OH1162  HISTORY     - Date     Condition        Report By
 OH1162  HISTORY     - 1967     MONUMENTED       USGS
 OH1162
 OH1162                          STATION DESCRIPTION
 OH1162
 OH1162'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 OH1162'LOCATED 11.2 MI E. OF VALE, 7.5 MI N. OF NYSSA, 3.8 MI SW. OF
 OH1162'ONTARIO.  AT EAST END OF LAWN BETWEEN CAIRO SCHOOL AND U.S. HWY.
 OH1162'20.
 OH1162'
 OH1162'TO REACH FROM JCT. OF U.S. HWYS. 20 AND 26E IN VALE, GO E. ON
 OH1162'HWY. 20 11.6 MI TO CAIRO SCHOOLHOUSE (0.4 MI W. OF CAIRO JCT.).
 OH1162'ON EAST EDGE OF LAWN ALONG FIELD RD.  229.4 FT NE. OF NORTHEAST
 OH1162'CORNER OF CAIRO SCHOOL, 212.7 FT S. OF CENTERLINE OF HWY., 10 FT
 OH1162'W. OF CENTERLINE OF FIELD RD.  SET FLUSH IN EAST EDGE OF LAWN.
 OH1162'
 OH1162'STATION MARK--STANDARD TABLET STAMPED---CAIRO 1967---, SET IN
 OH1162'CONCRETE.
 OH1162'
 OH1162'RM 1--STANDARD RM TABLET STAMPED---NO 1 1967---, SET IN CONCRETE
 OH1162'FLUSH WITH LAWN.
 OH1162'
 OH1162'RM 2--STANDARD RM TABLET STAMPED---NO 2 1967---, SET IN CONCRETE
 OH1162'WALK AT MAIN ENTRANCE OF CAIRO SCHOOL.
 OH1162'
 OH1162'RM 3--CENTER OF VALVE ON UNDERGROUND IRRIGATION PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0985 ***********************************************************************
 QC0985  DESIGNATION -  CAKE
 QC0985  PID         -  QC0985
 QC0985  STATE/COUNTY-  OR/GRANT
 QC0985  USGS QUAD   -  JOHNNY CAKE MOUNTAIN (1995)
 QC0985
 QC0985                         *CURRENT SURVEY CONTROL
 QC0985  ___________________________________________________________________
 QC0985* NAD 83(1991)-  44 54 42.26715(N)    119 23 15.58881(W)     ADJUSTED  
 QC0985* NAVD 88     -      1099.8    (meters)    3608.     (feet)  VERTCON   
 QC0985  ___________________________________________________________________
 QC0985  LAPLACE CORR-           3.77  (seconds)                    DEFLEC99
 QC0985  GEOID HEIGHT-         -19.21  (meters)                     GEOID03
 QC0985  HORZ ORDER  -  SECOND
 QC0985
 QC0985.The horizontal coordinates were established by classical geodetic methods
 QC0985.and adjusted by the National Geodetic Survey in October 1991.
 QC0985
 QC0985.The NAVD 88 height was computed by applying the VERTCON shift value to
 QC0985.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QC0985
 QC0985.The Laplace correction was computed from DEFLEC99 derived deflections.
 QC0985
 QC0985.The geoid height was determined by GEOID03.
 QC0985
 QC0985;                    North         East     Units Scale Factor Converg.
 QC0985;SPC OR N     -   138,958.889 2,587,827.595   MT  0.99990459   +0 47 19.9
 QC0985;SPC OR N     -   455,901.87  8,490,248.02   iFT  0.99990459   +0 47 19.9
 QC0985;UTM  11      - 4,975,919.403   311,526.660   MT  1.00003682   -1 41 10.4
 QC0985
 QC0985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QC0985!SPC OR N     -   0.99983060  x   0.99990459  =   0.99973520
 QC0985!UTM  11      -   0.99983060  x   1.00003682  =   0.99986741
 QC0985
 QC0985|---------------------------------------------------------------------|
 QC0985| PID    Reference Object                     Distance      Geod. Az  |
 QC0985|                                                           dddmmss.s |
 QC0985| CD7031 CAKE RM 1                            11.998 METERS 00732     |
 QC0985| QC0984 PAINT                               APPROX. 2.5 KM 1990448.1 |
 QC0985| CD7032 CAKE RM 2                            12.253 METERS 27201     |
 QC0985|---------------------------------------------------------------------|
 QC0985
 QC0985                          SUPERSEDED SURVEY CONTROL
 QC0985
 QC0985  NAD 83(1986)-  44 54 42.27428(N)    119 23 15.58472(W) AD(       ) 2
 QC0985  NAD 27      -  44 54 42.74600(N)    119 23 11.60800(W) AD(       ) 2
 QC0985  NGVD 29 (07/19/86) 1098.7    (m)         3605.     (f) VERT ANG    3  
 QC0985
 QC0985.Superseded values are not recommended for survey control.
 QC0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0985.See file dsdata.txt to determine how the superseded data were derived.
 QC0985
 QC0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK1152775919(NAD 83)
 QC0985_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QC0985_SETTING: 66 = SET IN ROCK OUTCROP
 QC0985
 QC0985  HISTORY     - Date     Condition        Report By
 QC0985  HISTORY     - 1946     MONUMENTED       CGS
 QC0985
 QC0985                          STATION DESCRIPTION
 QC0985
 QC0985'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 QC0985'THE STATION IS LOCATED ABOUT 6-3/4 MILES NORTH-NORTHEAST OF
 QC0985'MONUMENT, ABOUT 4-1/2 MILES WEST OF THE MOUTH OF THE MIDDLE FORK
 QC0985'OF THE JOHN DAY RIVER, ABOUT 1/4 MILE WEST OF THE NORTH FORK OF
 QC0985'THE JOHN DAY RIVER, ON THE TOP OF THE SOUTHEAST END OF A
 QC0985'PROMINENT, FLAT TOPPED BUTTE KNOWN LOCALLY AS JOHNY CAKE
 QC0985'MOUNTAIN.  IT IS 2 PACES WEST OF THE EDGE OF THE RIM AND 13 FEET
 QC0985'WEST OF A ROCK CAIRN.  IT IS SET IN BEDROCK, FLUSH WITH THE
 QC0985'GROUND AND IS STAMPED CAKE 1946.
 QC0985'
 QC0985'REFERENCE MARK NO.1 IS NORTH OF AND 6 INCHES HIGHER THAN THE
 QC0985'STATION.  IT IS 13 PACES WEST OF THE EDGE OF THE RIM AND PROJECTS
 QC0985'4 INCHES.  STAMPED CAKE NO.1 1946.
 QC0985'
 QC0985'REFERENCE MARK NO.2 IS WEST OF AND THE SAME HEIGHT AS THE
 QC0985'STATION.  IT IS 7 PACES NORTHWEST OF THE EDGE OF THE RIM AND
 QC0985'PROJECTS 6 INCHES.  STAMPED CAKE NO.2 1946.
 QC0985'
 QC0985'STATION PAINT 1946 WAS USED AS THE AZIMUTH MARK.
 QC0985'
 QC0985'TO REACH THE STATION FROM MONUMENT, FOLLOW THE MAIN ROAD
 QC0985'NORTHWEST, ON THE ROAD TO KIMBERLY, FOR 0.5 MILE TO A SIDE ROAD
 QC0985'RIGHT.  TURN RIGHT AS PER SIGN HEPPNER 53 AND GO 7.55 MILES TO A
 QC0985'FORK.  TAKE THE RIGHT FORK AS PER SIGN GILLMAN RANCH AND FOLLOW
 QC0985'THE NARROW, ROCKY ROAD FOR 2.7 MILES TO A WOODEN GATE AT THE
 QC0985'ENTRANCE TO A RANCH.  PASS THRU THE GATE, CROSS THE CREEK, AND
 QC0985'FOLLOW THE ROAD FOR 0.4 MILES TO A FORK.  TAKE THE RIGHT FORK
 QC0985'FOR 0.3 MILE TO ANOTHER FORK.  TAKE THE LEFT FORK FOR 0.9 MILE
 QC0985'TO A GATE.  PASS THRU THE GATE AND CONTINUE FOR 0.2 MILE TO A
 QC0985'LARGE, TRIANGLE BLAZED PINE TREE ON THE LEFT.  HERE LEAVE THE
 QC0985'MAIN ROAD, TURN RIGHT AND FOLLOW A DIM TRACK ROAD FOR 0.25 MILE
 QC0985'TO A WIRE GATE.  PASS THRU THE GATE AND CONTINUE FOR 0.05
 QC0985'MILE TO A FORK.  TAKE THE LEFT FORK AND GO 0.05 MILE TO
 QC0985'ANOTHER DIM FORK.  TAKE THE LEFT FORK AND FOLLOW THE
 QC0985'BLAZED TREES ACROSS A SMALL DRAW AND THENCE SOUTHEAST UP HILL
 QC0985'FOR 0.2 MILE TO A WIRE GATE BETWEEN TWO LARGE PINE TREES.
 QC0985'PASS THRU THE GATE AND CONTINUE UP HILL FOR 0.2 MILE TO
 QC0985'THE END OF TRUCK TRAVEL.  FROM HERE PACK SOUTH TO THE TOP OF
 QC0985'THE BUTTE, THENCE ACROSS THE TOP TO THE SOUTHEAST EDGE AND THE
 QC0985'STATION AS DESCRIBED.
 QC0985'
 QC0985'THE SUBSTITUTE STATION, PICTURE POINT 107V-53A, IS THE CENTER
 QC0985'OF THE ROCK CAIRN WHICH IS JUST EAST OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0940 ***********************************************************************
 NY0940  DESIGNATION -  CAL ORE
 NY0940  PID         -  NY0940
 NY0940  STATE/COUNTY-  OR/KLAMATH
 NY0940  USGS QUAD   -  HAMAKER MTN (1986)
 NY0940
 NY0940                         *CURRENT SURVEY CONTROL
 NY0940  ___________________________________________________________________
 NY0940* NAD 83(1991)-  42 00 12.26648(N)    121 53 19.82723(W)     ADJUSTED  
 NY0940* NAVD 88     -      1276.4    (meters)    4188.     (feet)  VERTCON   
 NY0940  ___________________________________________________________________
 NY0940  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 NY0940  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 NY0940  HORZ ORDER  -  THIRD
 NY0940
 NY0940.The horizontal coordinates were established by classical geodetic methods
 NY0940.and adjusted by the National Geodetic Survey in October 1991.
 NY0940
 NY0940.The NAVD 88 height was computed by applying the VERTCON shift value to
 NY0940.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NY0940
 NY0940.The Laplace correction was computed from DEFLEC99 derived deflections.
 NY0940
 NY0940.The geoid height was determined by GEOID03.
 NY0940
 NY0940;                    North         East     Units Scale Factor Converg.
 NY0940;SPC OR S     -    38,362.081 1,384,933.455   MT  1.00009935   -0 57 00.6
 NY0940;SPC OR S     -   125,859.85  4,543,744.93   iFT  1.00009935   -0 57 00.6
 NY0940;SPC CA 1     -   796,507.651 2,009,210.071   MT  1.00010299   +0 04 21.7
 NY0940;SPC CA 1     - 2,613,208.85  6,591,883.37   sFT  1.00010299   +0 04 21.7
 NY0940;UTM  10      - 4,650,751.672   592,019.258   MT  0.99970419   +0 44 37.0
 NY0940
 NY0940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NY0940!SPC OR S     -   0.99980347  x   1.00009935  =   0.99990280
 NY0940!SPC CA 1     -   0.99980347  x   1.00010299  =   0.99990644
 NY0940!UTM  10      -   0.99980347  x   0.99970419  =   0.99950772
 NY0940
 NY0940|---------------------------------------------------------------------|
 NY0940| PID    Reference Object                     Distance      Geod. Az  |
 NY0940|                                                           dddmmss.s |
 NY0940| CD7034 CAL ORE RM 1                          6.826 METERS 10842     |
 NY0940| CD7033 CAL ORE AZ MK                                      2091715.8 |
 NY0940|---------------------------------------------------------------------|
 NY0940
 NY0940                          SUPERSEDED SURVEY CONTROL
 NY0940
 NY0940  NAD 83(1986)-  42 00 12.26742(N)    121 53 19.83263(W) AD(       ) 3
 NY0940  NAD 27      -  42 00 12.73800(N)    121 53 15.82500(W) AD(       ) 3
 NY0940  NGVD 29 (07/19/86) 1275.3    (m)         4184.     (f) VERT ANG    3  
 NY0940
 NY0940.Superseded values are not recommended for survey control.
 NY0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0940.See file dsdata.txt to determine how the superseded data were derived.
 NY0940
 NY0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM9201950752(NAD 83)
 NY0940_MARKER: Z = SEE DESCRIPTION
 NY0940_SETTING: 0 = UNSPECIFIED SETTING
 NY0940
 NY0940  HISTORY     - Date     Condition        Report By
 NY0940  HISTORY     - 1948     MONUMENTED       ORDT
 NY0940  HISTORY     - 1961     SEE DESCRIPTION  CGS
 NY0940  HISTORY     - 1973     SEE DESCRIPTION  NGS
 NY0940
 NY0940                          STATION DESCRIPTION
 NY0940
 NY0940'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1948 (WRH)
 NY0940'THE STATION IS LOCATED AT THE OREGON-CALIFORNIA STATE LINE, ON
 NY0940'THE EAST SIDE OF U.S. HIGHWAY 97 AT THE BOUNDARY LINE, ABOUT
 NY0940'14.4 MILES SOUTH SOUTHWEST OF THE JUNCTION OF U.S. HIGHWAY 97
 NY0940'AND STATE HIGHWAY 66, AND 17.5 MILES SOUTH SOUTHWEST OF KLAMATH
 NY0940'FALLS.
 NY0940'
 NY0940'THE STATION MARK IS AN OREGON STATE HIGHWAY DEPARTMENT BENCH
 NY0940'MARK DISK WITH A CENTER HOLE DRILLED IN IT.  IT HAS NO STAMPING
 NY0940'ON IT.  IT IS SET IN A SQUARE CONCRETE POST THAT IS FLUSH WITH
 NY0940'THE GROUND.  IT IS 72.5 FEET NORTHEAST OF THE OREGON STATE
 NY0940'BOUNDARY POST AND 50.2 FEET EAST OF THE CENTERLINE OF
 NY0940'U.S. HIGHWAY 97.
 NY0940'
 NY0940'REFERENCE MARK NUMBER 1, STAMPED CAL ORE NO 1 1948, IS A STANDARD
 NY0940'USC AND GS DISK SET IN A 10 BY 12 INCH BOULDER THAT PROJECTS 6
 NY0940'INCHES AND IS THE SAME ELEVATION AS THE STATION.  IT IS 72.0 FEET
 NY0940'EAST OF THE CENTERLINE OF U.S. HIGHWAY 97 AND 21.1 FEET NORTH
 NY0940'OF A TRACK ROAD.
 NY0940'
 NY0940'B.M. (OSHD) IS A STATE HIGHWAY DEPARTMENT BENCH MARK DISK WITH NO
 NY0940'STAMPING ON IT.  IT HAS A USBM WITNESS POST BESIDE IT.  IT IS SET
 NY0940'IN A SQUARE CONCRETE POST THAT IS FLUSH WITH THE GROUND AND IS
 NY0940'ABOUT THE SAME ELEVATION AS THE STATION.  IT IS 54.7 FEET
 NY0940'NORTHEAST OF THE OREGON STATE BOUNDARY POST AND 49.9 FEET EAST OF
 NY0940'THE CENTERLINE OF U.S. HIGHWAY 97.
 NY0940'
 NY0940'THE AZIMUTH MARK, STAMPED CAL ORE 1948, IS A STANDARD USC AND GS
 NY0940'DISK SET IN A 2 BY 3 FOOT BOULDER THAT PROJECTS 2 FEET.  IT IS
 NY0940'ABOUT 300 FEET SOUTHEAST OF A HIGHWAY INTERSECTION, 75 FEET EAST
 NY0940'OF U.S. HIGHWAY 97, 38.5 FEET EAST OF HIGHWAY CUTBANK, 29.8 FEET
 NY0940'WEST OF A FENCELINE AND 22.1 FEET SOUTHWEST OF A SMALL JUNIPER
 NY0940'TREE.  TO REACH FROM THE STATION, GO SOUTH SOUTHWEST ON
 NY0940'U.S. HIGHWAY 97 FOR 0.35 MILE TO INTERSECTION AND THE AZIMUTH
 NY0940'MARK ABOUT 300 FEET SOUTHEAST ON THE LEFT SIDE OF HIGHWAY.
 NY0940'
 NY0940'THE STATION IS REACHED AS FOLLOWS--FROM THE U.S. POST OFFICE IN
 NY0940'KLAMATH FALLS GO SOUTH SOUTHWEST ON U.S. HIGHWAY 97 TOWARDS WEED
 NY0940'FOR 17.5 MILES TO THE BOUNDARY LINE AND THE STATION ON THE LEFT.
 NY0940
 NY0940                          STATION RECOVERY (1961)
 NY0940
 NY0940'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (MLO)
 NY0940'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 NY0940'
 NY0940'RM NO. 1 RECOVERED IN GOOD CONDITION AS DESCRIBED.
 NY0940'
 NY0940'BM (OSHD) RECOVERED IN GOOD CONDITION AS DESCRIBED.
 NY0940'
 NY0940'AZIMUTH MARK RECOVERED IN GOOD CONDITION AS DESCRIBED.
 NY0940
 NY0940                          STATION RECOVERY (1973)
 NY0940
 NY0940'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 NY0940'THE STATION MARK, REFERENCE MARK 1, BM (OSHD), AND THE AZIMUTH
 NY0940'MARK WERE ALL FOUND TO HAVE BEEN DESTROYED DURING HIGHWAY
 NY0940'CONSTRUCTION IN THE AREA.
 NY0940'
 NY0940'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NY0940'17.5 MILES SSW OF KLAMATH FALLS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0681 ***********************************************************************
 PA0681  DESIGNATION -  CALAMITY BUTTE
 PA0681  PID         -  PA0681
 PA0681  STATE/COUNTY-  OR/HARNEY
 PA0681  USGS QUAD   -  CALAMITY BUTTE (1990)
 PA0681
 PA0681                         *CURRENT SURVEY CONTROL
 PA0681  ___________________________________________________________________
 PA0681* NAD 83(1991)-  43 55 43.76951(N)    118 49 31.53394(W)     ADJUSTED  
 PA0681* NAVD 88     -      2041.8    (meters)    6699.     (feet)  VERTCON   
 PA0681  ___________________________________________________________________
 PA0681  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 PA0681  GEOID HEIGHT-         -18.16  (meters)                     GEOID03
 PA0681  HORZ ORDER  -  FIRST
 PA0681
 PA0681.The horizontal coordinates were established by classical geodetic methods
 PA0681.and adjusted by the National Geodetic Survey in October 1991.
 PA0681
 PA0681.The NAVD 88 height was computed by applying the VERTCON shift value to
 PA0681.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PA0681
 PA0681.The Laplace correction was computed from DEFLEC99 derived deflections.
 PA0681
 PA0681.The geoid height was determined by GEOID03.
 PA0681
 PA0681;                    North         East     Units Scale Factor Converg.
 PA0681;SPC OR S     -   252,639.717 1,634,460.368   MT  0.99998269   +1 08 44.4
 PA0681;SPC OR S     -   828,870.46  5,362,402.78   iFT  0.99998269   +1 08 44.4
 PA0681;SPC OR N     -    30,526.890 2,634,479.008   MT  1.00012628   +1 11 15.3
 PA0681;SPC OR N     -   100,153.84  8,643,303.83   iFT  1.00012628   +1 11 15.3
 PA0681;UTM  11      - 4,865,587.265   353,472.276   MT  0.99986408   -1 15 59.9
 PA0681
 PA0681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PA0681!SPC OR S     -   0.99968278  x   0.99998269  =   0.99966548
 PA0681!SPC OR N     -   0.99968278  x   1.00012628  =   0.99980902
 PA0681!UTM  11      -   0.99968278  x   0.99986408  =   0.99954690
 PA0681
 PA0681:                Primary Azimuth Mark                     Grid Az
 PA0681:SPC OR S     -  SHEEP MOUNTAIN LOT                       036 11 28.9
 PA0681:SPC OR N     -  SHEEP MOUNTAIN LOT                       036 08 58.0
 PA0681:UTM  11      -  SHEEP MOUNTAIN LOT                       038 36 13.2
 PA0681
 PA0681|---------------------------------------------------------------------|
 PA0681| PID    Reference Object                     Distance      Geod. Az  |
 PA0681|                                                           dddmmss.s |
 PA0681| QC0902 SHEEP MOUNTAIN LOT                  APPROX.45.0 KM 0372013.3 |
 PA0681| CD7036 CALAMITY BUTTE RM 1                   8.874 METERS 09020     |
 PA0681| PA0683 CALAMITY BUTTE LOOKOUT HOUSE         18.423 METERS 16601     |
 PA0681| PA0682 BALDY                                22.780 METERS 16914     |
 PA0681| CD7035 CALAMITY BUTTE AZ MK                               2112508.0 |
 PA0681| CD7037 CALAMITY BUTTE RM 2                   9.174 METERS 24138     |
 PA0681| PA0692 BURNT MOUNTAIN                      APPROX.20.7 KM 2561735.0 |
 PA0681| PA0696 SUGARLOAF MOUNTAIN LOT              APPROX.33.3 KM 2673814.7 |
 PA0681| PA0712 SNOW MT                             APPROX.54.0 KM 2750807.2 |
 PA0681| QC0997 EAST FLAGTAIL LOOKOUT               APPROX.44.4 KM 3093657.4 |
 PA0681|---------------------------------------------------------------------|
 PA0681
 PA0681                          SUPERSEDED SURVEY CONTROL
 PA0681
 PA0681  NAD 83(1986)-  43 55 43.77509(N)    118 49 31.52792(W) AD(       ) 1
 PA0681  NAD 27      -  43 55 44.22598(N)    118 49 27.75479(W) AD(       ) 1
 PA0681  NGVD 29 (07/19/86) 2040.5    (m)         6695.     (f) VERT ANG    3  
 PA0681
 PA0681.Superseded values are not recommended for survey control.
 PA0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0681.See file dsdata.txt to determine how the superseded data were derived.
 PA0681
 PA0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ5347265587(NAD 83)
 PA0681_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PA0681_SETTING: 66 = SET IN ROCK OUTCROP
 PA0681
 PA0681  HISTORY     - Date     Condition        Report By
 PA0681  HISTORY     - 1933     MONUMENTED       CGS
 PA0681  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PA0681  HISTORY     - 1957     SEE DESCRIPTION  CGS
 PA0681  HISTORY     - 1968     SEE DESCRIPTION  USGS
 PA0681  HISTORY     - 1974     SEE DESCRIPTION  USGS
 PA0681  HISTORY     - 1987     GOOD             USPSQD
 PA0681
 PA0681                          STATION DESCRIPTION
 PA0681
 PA0681'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (FGJ)
 PA0681'ON THE HIGHEST PART OF CALAMITY BUTTE IN SEC. 13, T 19 S, R 32 E,
 PA0681'NEAR THE FOREST SERVICE LOOKOUT HOUSE.
 PA0681'
 PA0681'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE BRONZE DISKS IN
 PA0681'OUTCROPPING BEDROCK AS DESCRIBED IN NOTES 2 AND 12A.
 PA0681'
 PA0681'REACH FROM JOHN DAY BY GOING S ON THE BURNS HIGHWAY 37 MILES TO
 PA0681'SILVIES POST OFFICE, CONTINUE S ON HIGHWAY 1.5 MILES TO SIGN
 PA0681'READING LAKE CR. R.S. 44, VAN 21, CALAMITY R.S. 12, TURN LEFT
 PA0681'AND GO 5.7 MILES KEEP LEFT FORK, GO 2.8 MILES, TURN RIGHT AS PER
 PA0681'SIGN CALAMITY BUTTE LOOKOUT, CONTINUE ON THIS ROAD 5.0 MILES TO
 PA0681'LOOKOUT AND STATION.
 PA0681
 PA0681                          STATION RECOVERY (1946)
 PA0681
 PA0681'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (DHK)
 PA0681'THE STATION MARK, REFERENCE MARKS NO. 1, NO. 2 AND THE AZIMUTH
 PA0681'MARK WERE RECOVERED AND IN GOOD CONDITION.  BALDY (USGS) HAS
 PA0681'BEEN DESTROYED.  DIFFERENCES WERE FOUND IN THE DISTANCES TO
 PA0681'R.M. NO. 1 AND CALAMITY L.O.  FOLLOWING IS A COMPLETE
 PA0681'DESCRIPTION--
 PA0681'
 PA0681'THE STATION (NOTE 4) IS LOCATED ABOUT 8 MILES SOUTHEAST OF
 PA0681'SILVIES, ON THE HIGHEST PART OF CALAMITY BUTTE, AT THE SITE OF
 PA0681'THE CALAMITY BUTTE L.O. CABIN.  IT IS SET IN A THREE CORNERED
 PA0681'BOULDER ABOUT 1X2 FEET AND 6 INCHES HIGH.  IT IS STAMPED CALAMITY
 PA0681'BU 1933.
 PA0681'
 PA0681'REFERENCE MARK NO. 1 (NOTE 12C) IS EAST OF THE STATION, ON THE
 PA0681'NORTHEAST SLOPE OF THE BUTTE.  IT IS SET IN A BOULDER ABOUT 2X3
 PA0681'FEET, 2 FEET HIGH.  IT IS STAMPED CALAMITY BU NO 1 1933.
 PA0681'
 PA0681'REFERENCE MARK NO. 2 (NOTE 12C) IS SOUTHWEST OF THE STATION AND
 PA0681'APPROXIMATELY THE SAME ELEVATION.  IT IS SET IN A 2X3 FOOT
 PA0681'BOULDER ABOUT 2-1/2 FEET HIGH.  IT IS STAMPED CALAMITY BU NO 2
 PA0681'1933.
 PA0681'
 PA0681'THE AZIMUTH MARK IS ABOUT 0.25 MILE SOUTH SOUTHWEST OF THE
 PA0681'STATION, ON THE TOP OF THE FIRST KNOLL SOUTHWEST OF THE
 PA0681'STATION.  THIS KNOLL IS BETWEEN THE STATION AND A HIGHER
 PA0681'KNOLL.  MARKED AS DESCRIBED BY NOTE 12C.
 PA0681'
 PA0681'TO REACH THE STATION FROM THE SILVIES POST OFFICE GO SOUTH ON
 PA0681'THE BURNS HIGHWAY FOR 1.5 MILES TO A SIDE ROAD LEFT.  TURN LEFT
 PA0681'AS PER SIGNS LAKE CREEK R.S. 44, VAN 21, CALAMITY G.S. 12,
 PA0681'DREWSEY. AND GO 5.7 MILE TO A FORK.  KEEP LEFT FORK AS PER SIGN
 PA0681'CALAMITY G.S. AND GO 3.9 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT
 PA0681'AS PER SIGN CALAMITY BU L.O. AND FOLLOW THIS ROAD FOR 5 MILES
 PA0681'TO THE TOP OF THE BUTTE, THE LOOKOUT CABIN AND THE STATION.
 PA0681
 PA0681                          STATION RECOVERY (1957)
 PA0681
 PA0681'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WJB)
 PA0681'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 PA0681'CONDITION AS DESCRIBED.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 PA0681'
 PA0681'THE STATION IS LOCATED ABOUT 30 MILES NORTHEAST OF BURNS, 12
 PA0681'MILES SOUTHEAST OF SILVIES AND ABOUT 6 MILES EAST OF U.S. HIGHWAY
 PA0681'395, ON THE HIGHEST PART OF CALAMITY BUTTE.
 PA0681'
 PA0681'TO REACH THE STATION FROM THE POST OFFICE IN BURNS, GO NORTHERLY
 PA0681'ON U.S. HIGHWAY 395 FOR 32 MILES TO A ROAD RIGHT (EAST) AND SIGN
 PA0681'(BURNS 33, CALAMITY L.O. 9 ETC.).  TURN RIGHT ON THE GRAVELED
 PA0681'AND DIRT ROAD AND GO 4.1 MILE TO A FORK.  TAKE RIGHT FORK FOR
 PA0681'0.7 MILE TO A FORK.  KEEP RIGHT FORK AND GO 5.8 MILES TO A
 PA0681'FORK.  TURN LEFT AS PER SIGN (CALAMITY L.O. 4) AND CONTINUE UP
 PA0681'STEEP GRADE FOR 2.9 MILE TO THE LOOKOUT HOUSE AND THE STATION.
 PA0681'
 PA0681'THE STATION MARK IS A STANDARD BRONZE DISK STAMPED CALAMITY BU
 PA0681'1933, SET IN A BOULDER PROJECTING ABOUT 10 INCHES, 18.4 METERS
 PA0681'NORTH OF THE LOOKOUT CENTER.
 PA0681'
 PA0681'REFERENCE MARK 1 IS A STANDARD BRONZE DISK STAMPED CALAMITY BU
 PA0681'NO 1 1933, SET IN A LARGE BOULDER PROJECTING ABOUT 2 FEET AND IS
 PA0681'ABOUT 5 FEET LOWER IN ELEVATION THAN THE STATION.
 PA0681'
 PA0681'REFERENCE MARK 2 IS A STANDARD BRONZE DISK STAMPED CALAMITY BU
 PA0681'NO 2 1933, SET IN A LARGE BOULDER PROJECTING ABOUT 2 FEET AND IS
 PA0681'ABOUT THE SAME ELEVATION AS THE STATION.
 PA0681'
 PA0681'THE AZIMUTH MARK IS A STANDARD BRONZE REFERENCE DISK STAMPED
 PA0681'CALAMITY BU 1933, SET IN A BOULDER PROJECTING ABOUT 6 INCHES.  IT
 PA0681'IS NEAR THE CREST OF A RIDGE IN A SMALL SADDLE ABOUT 1/4 MILE
 PA0681'SOUTHWEST OF THE STATION.  THE MARK WAS NOT CUT IN AT THIS TIME
 PA0681'DUE TO THE FLAGPOLE BEING RIGHT ON LINE.
 PA0681'
 PA0681'THE U.S.G.S. MARK WAS NOT CUT IN AT THIS TIME DUE TO THE LOOKOUT
 PA0681'HOUSE BEING ON LINE AND NO WAY OF OPENING THE STORM WINDOWS TO
 PA0681'SEE THROUGH THE HOUSE.
 PA0681'
 PA0681'THE ANGLE TO R.M. 1 AND THE DISTANCE TO R.M. 2 WAS CHECKED AND
 PA0681'THE 1957 VALUES FOUND TO BE CORRECT.
 PA0681
 PA0681                          STATION RECOVERY (1968)
 PA0681
 PA0681'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (DER)
 PA0681'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 39 AND 20, E. OF
 PA0681'BURNS, GO N. FROM JUNCTION ON HIGHWAY 395 FOR 24.9 MI. TO FIRE
 PA0681'RD. ON RIGHT.  TAKE FIRE RD. 5 MI. TO T-RD. JUNCTION WITH FOREST
 PA0681'SERVICE RD. NO. 184.  TURN LEFT N ON RD. NO. 184 FOR 0.7 MI. TO
 PA0681'RD. FORK.  TAKE RIGHT FORK (RD. NO. 183) FOR 2.1 MI. TO
 PA0681'RD. FORK.  TAKE RIGHT FORK (RD. NO. 183 A) FOR 0.8 MI. TO
 PA0681'SUMMIT AND CALAMITY BUTTE L.O.T.
 PA0681'
 PA0681'STATION MARK AND REFERENCE MARKS 1 AND 2 FOUND AS DESCRIBED IN
 PA0681'GOOD CONDITION.  USGS BM TABLET FOUND IN ROCK LYING LOOSE ON
 PA0681'GROUND.  POSITION DESTROYED.
 PA0681
 PA0681                          STATION RECOVERY (1974)
 PA0681
 PA0681'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 PA0681'RM 1 TO RM 2 NOT MEASURED.
 PA0681'
 PA0681'INSTRUMENT STANDARD 3.7 FT ABOVE STATION MARK.
 PA0681'
 PA0681'GEODETIC AZIMUTH 95 DEG 08 MIN 09.7 SEC TO STATION SNOW MTN.
 PA0681'
 PA0681'DESCRIBED IN NATIONAL GEODETIC SURVEY DESCRIPTION LIST 43 118 4,
 PA0681'STATION 1001.  ALL MARKS IN GOOD CONDITION.  A REVISED TO REACH
 PA0681'FOLLOWS--
 PA0681'
 PA0681'TO REACH FROM BURNS POST OFFICE DRIVE N. ON U.S. HIGHWAY 395
 PA0681'FOR 28.0 MI TO GRAVEL RD. ON THE RIGHT.  TURN RIGHT AND FOLLOW
 PA0681'GRAVEL RD. 4.0 MI TO RD. JCT.  TAKE LEFT FORK AND CONTINUE ON
 PA0681'MAIN-TRAVELED RD. (ENTER MALHEUR NATIONAL FOREST) FOR 1.1 MI TO
 PA0681'AN ANGLING X-RD.  CONTINUE STRAIGHT AHEAD (FOREST SERVICE
 PA0681'SIGN--CALAMITY BUTTE LO 3 MI) FOR 2.8 MI TO CALAMITY BUTTE LOH
 PA0681'AND STATION.
 PA0681
 PA0681                          STATION RECOVERY (1987)
 PA0681
 PA0681'RECOVERY NOTE BY US POWER SQUADRON 1987 (PGG)
 PA0681'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0683 ***********************************************************************
 PA0683  DESIGNATION -  CALAMITY BUTTE LOOKOUT HOUSE
 PA0683  PID         -  PA0683
 PA0683  STATE/COUNTY-  OR/HARNEY
 PA0683  USGS QUAD   -  CALAMITY BUTTE (1990)
 PA0683
 PA0683                         *CURRENT SURVEY CONTROL
 PA0683  ___________________________________________________________________
 PA0683* NAD 83(1991)-  43 55 43.19028(N)    118 49 31.33435(W)     ADJUSTED  
 PA0683* NAVD 88     -      2044.     (meters)    6706.     (feet)  SCALED    
 PA0683  ___________________________________________________________________
 PA0683  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 PA0683  GEOID HEIGHT-         -18.16  (meters)                     GEOID03
 PA0683  HORZ ORDER  -  THIRD
 PA0683
 PA0683.The horizontal coordinates were established by classical geodetic methods
 PA0683.and adjusted by the National Geodetic Survey in October 1991.
 PA0683
 PA0683.The orthometric height was scaled from a topographic map.
 PA0683
 PA0683.The Laplace correction was computed from DEFLEC99 derived deflections.
 PA0683
 PA0683.The geoid height was determined by GEOID03.
 PA0683
 PA0683;                    North         East     Units Scale Factor Converg.
 PA0683;SPC OR S     -   252,621.932 1,634,465.177   MT  0.99998265   +1 08 44.5
 PA0683;SPC OR S     -   828,812.11  5,362,418.56   iFT  0.99998265   +1 08 44.5
 PA0683;SPC OR N     -    30,509.107 2,634,483.830   MT  1.00012634   +1 11 15.4
 PA0683;SPC OR N     -   100,095.50  8,643,319.65   iFT  1.00012634   +1 11 15.4
 PA0683;UTM  11      - 4,865,569.296   353,476.331   MT  0.99986406   -1 15 59.8
 PA0683
 PA0683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PA0683!SPC OR S     -   0.99968239  x   0.99998265  =   0.99966505
 PA0683!SPC OR N     -   0.99968239  x   1.00012634  =   0.99980869
 PA0683!UTM  11      -   0.99968239  x   0.99986406  =   0.99954649
 PA0683
 PA0683                          SUPERSEDED SURVEY CONTROL
 PA0683
 PA0683  NAD 83(1986)-  43 55 43.19586(N)    118 49 31.32838(W) AD(       ) 4
 PA0683  NAD 27      -  43 55 43.64051(N)    118 49 27.55339(W) AD(       ) 3
 PA0683
 PA0683.Superseded values are not recommended for survey control.
 PA0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0683.See file dsdata.txt to determine how the superseded data were derived.
 PA0683
 PA0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ5347665569(NAD 83)
 PA0683_MARKER: 73 = LOOKOUT HOUSE
 PA0683
 PA0683  HISTORY     - Date     Condition        Report By
 PA0683  HISTORY     - 1933     FIRST OBSERVED   USGS
 PA0683  HISTORY     - 1935     GOOD             USFS
 PA0683  HISTORY     - 1946     GOOD             RBNF
 PA0683
 PA0683                          STATION DESCRIPTION
 PA0683
 PA0683'DESCRIBED BY US FOREST SERVICE 1935
 PA0683'THIS UNCHECKED POSITION IS THE CENTER OF THE U.S.F.S. CALAMITY
 PA0683'BUTTE LOOKOUT HOUSE, ON THE HIGHEST PART OF CALAMITY BUTTE, A
 PA0683'HIGH BALD RIDGE E OF SILVIES VALLEY AND ABOUT 30 MILES NE OF
 PA0683'BURNS.  THE LOOKOUT MAY BE REACHED BY TRUCK
 PA0683'ROAD FROM SILVIES.  FOR ADDITIONAL INFORMATION,
 PA0683'SEE UNDER STATIONS CALAMITY BUTTE AND BALDY (U.S.G.S.).  STATION
 PA0683'CALAMITY BUTTE IS 18.410 METERS (60.40 FEET)
 PA0683'N 13 DEG 28 MIN W.
 PA0683
 PA0683                          STATION RECOVERY (1946)
 PA0683
 PA0683'RECOVERY NOTE BY RESEARCHED BUT NOT FOUND 1946 (DHK)
 PA0683'STATION IS THE CENTER OF THE STANDARD U.S. FOREST SERVICE
 PA0683'LOOKOUT HOUSE LOCATED ON THE HIGHEST PART OF CALAMITY BUTTE,
 PA0683'A HIGH RIDGE EAST OF SILVIES VALLEY AND ABOUT 30 MILES NORTHEAST
 PA0683'OF BURNS.  IT WAS LOCATED BY INTERSECTION IN 1933 AND
 PA0683'CONNECTED BY TRAVERSE TO TRIANGULATION STATION CALAMITY BUTTE
 PA0683'1933 IN 1946.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH1440 ***********************************************************************
 OH1440  DESIGNATION -  CALF
 OH1440  PID         -  OH1440
 OH1440  STATE/COUNTY-  OR/MALHEUR
 OH1440  USGS QUAD   -  JONESBORO (1990)
 OH1440
 OH1440                         *CURRENT SURVEY CONTROL
 OH1440  ___________________________________________________________________
 OH1440* NAD 83(1991)-  43 47 59.89078(N)    117 58 06.46591(W)     ADJUSTED  
 OH1440* NAVD 88     -      1150.8    (meters)    3776.     (feet)  VERTCON   
 OH1440  ___________________________________________________________________
 OH1440  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 OH1440  GEOID HEIGHT-         -18.07  (meters)                     GEOID03
 OH1440  HORZ ORDER  -  SECOND
 OH1440
 OH1440.The horizontal coordinates were established by classical geodetic methods
 OH1440.and adjusted by the National Geodetic Survey in October 1991.
 OH1440
 OH1440.The NAVD 88 height was computed by applying the VERTCON shift value to
 OH1440.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OH1440
 OH1440.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1440
 OH1440.The geoid height was determined by GEOID03.
 OH1440
 OH1440;                    North         East     Units Scale Factor Converg.
 OH1440;SPC OR S     -   240,057.529 1,703,685.760   MT  0.99995532   +1 43 55.0
 OH1440;SPC OR S     -   787,590.32  5,589,520.21   iFT  0.99995532   +1 43 55.0
 OH1440;UTM  11      - 4,850,112.044   422,093.810   MT  0.99967465   -0 40 13.3
 OH1440
 OH1440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1440!SPC OR S     -   0.99982241  x   0.99995532  =   0.99977774
 OH1440!UTM  11      -   0.99982241  x   0.99967465  =   0.99949712
 OH1440
 OH1440:                Primary Azimuth Mark                     Grid Az
 OH1440:SPC OR S     -  JUNTURA                                  215 44 00.1
 OH1440:UTM  11      -  JUNTURA                                  218 08 08.4
 OH1440
 OH1440|---------------------------------------------------------------------|
 OH1440| PID    Reference Object                     Distance      Geod. Az  |
 OH1440|                                                           dddmmss.s |
 OH1440| PA0739 JUNTURA                             APPROX. 7.4 KM 2172755.1 |
 OH1440|---------------------------------------------------------------------|
 OH1440
 OH1440                          SUPERSEDED SURVEY CONTROL
 OH1440
 OH1440  NAD 83(1986)-  43 47 59.89040(N)    117 58 06.45803(W) AD(       ) 2
 OH1440  NGVD 29 (01/12/90) 1149.7    (m)         3772.     (f) VERT ANG    3  
 OH1440
 OH1440.Superseded values are not recommended for survey control.
 OH1440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1440.See file dsdata.txt to determine how the superseded data were derived.
 OH1440
 OH1440_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ2209450112(NAD 83)
 OH1440_MARKER: DS = TRIANGULATION STATION DISK
 OH1440_SETTING: 80 = SET IN A BOULDER
 OH1440_SP_SET: SET IN DRILL HOLE IN A BOULDER
 OH1440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH1440+STABILITY: SURFACE MOTION
 OH1440
 OH1440  HISTORY     - Date     Condition        Report By
 OH1440  HISTORY     - 1973     MONUMENTED       USGS
 OH1440
 OH1440                          STATION DESCRIPTION
 OH1440
 OH1440'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 OH1440'LOCATED ABOUT 6.8 MI NE. OF JUNTURA, 2.5 MI W. OF JONESBORO, 1 MI
 OH1440'ENE. OF MOUTH OF CALF CREEK, AT MALHEUR RIVER.
 OH1440'
 OH1440'TO REACH FROM JUNTURA, DRIVE 10.5 MI E. ON U.S. HWY. 20 TO
 OH1440'CATTLEGUARD AND DIRT RD. LEADING N.  DRIVE 0.7 MI N. TO TOP OF
 OH1440'RIDGE, CONTINUE ON MAIN-TRAVELED RD. FOR SEVERAL HUNDRED FEET
 OH1440'PAST RIDGE TOP TO Y-FORK TO LEFT.  BEAR LEFT ON Y-FORK (4-WHEEL
 OH1440'DRIVE UNDER DRY RD. CONDITIONS) AND DRIVE DOWN TO AND ACROSS
 OH1440'SMALL CREEK, GO UP CANYON ALONG A STEEP TRAIL 1.8 MI TO SADDLE
 OH1440'AND FENCE LINE.  TURN LEFT AT FENCE WITHOUT GOING THROUGH GATE AND
 OH1440'DRIVE CROSS-COUNTRY TO S. ALONG RIDGE 0.8 MI TO SMALL KNOLL ON
 OH1440'SOUTH END OF RIDGE AND STATION.
 OH1440'
 OH1440'STATION MARK--STANDARD TABLET STAMPED---CALF 1973---, CRIMPED ON
 OH1440'TOP OF COPPERWELD ROD CEMENTED IN ROCK.
 OH1440'
 OH1440'RM 1--STANDARD RM TABLET STAMPED---CALF 1973 1---, CRIMPED ON TOP
 OH1440'OF COPPERWELD ROD CEMENTED IN ROCK 2.4 FT. BELOW STATION.
 OH1440'
 OH1440'RM 2--STANDARD RM TABLET STAMPED---CALF 1973 2---, CRIMPED ON TOP
 OH1440'OF COPPERWELD ROD CEMENTED IN ROCK 0.1 FT. BELOW STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1630 ***********************************************************************
 OA1630  DESIGNATION -  CALIB
 OA1630  PID         -  OA1630
 OA1630  STATE/COUNTY-  OR/DOUGLAS
 OA1630  USGS QUAD   -  WINCHESTER BAY (1985)
 OA1630
 OA1630                         *CURRENT SURVEY CONTROL
 OA1630  ___________________________________________________________________
 OA1630* NAD 83(1991)-  43 39 48.20531(N)    124 11 55.69612(W)     ADJUSTED  
 OA1630* NAVD 88     -        33.2    (meters)     109.     (feet)  VERTCON   
 OA1630  ___________________________________________________________________
 OA1630  LAPLACE CORR-          16.63  (seconds)                    DEFLEC99
 OA1630  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 OA1630  HORZ ORDER  -  THIRD
 OA1630
 OA1630.The horizontal coordinates were established by GPS observations
 OA1630.and adjusted by the National Geodetic Survey in May 1992.
 OA1630
 OA1630.The NAVD 88 height was computed by applying the VERTCON shift value to
 OA1630.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OA1630
 OA1630.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1630
 OA1630.The geoid height was determined by GEOID03.
 OA1630
 OA1630;                    North         East     Units Scale Factor Converg.
 OA1630;SPC OR S     -   228,391.429 1,201,778.186   MT  0.99993186   -2 31 49.9
 OA1630;SPC OR S     -   749,315.71  3,942,841.82   iFT  0.99993186   -2 31 49.9
 OA1630;UTM  10      - 4,835,185.635   403,344.858   MT  0.99971491   -0 49 39.9
 OA1630
 OA1630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1630!SPC OR S     -   0.99999878  x   0.99993186  =   0.99993064
 OA1630!UTM  10      -   0.99999878  x   0.99971491  =   0.99971369
 OA1630
 OA1630|---------------------------------------------------------------------|
 OA1630| PID    Reference Object                     Distance      Geod. Az  |
 OA1630|                                                           dddmmss.s |
 OA1630| OA1629 COAST                                22.972 METERS 19509     |
 OA1630|---------------------------------------------------------------------|
 OA1630
 OA1630                          SUPERSEDED SURVEY CONTROL
 OA1630
 OA1630  NGVD 29 (05/20/92)   32.2    (m)          106.     (f) GPS OBS     3  
 OA1630
 OA1630.Superseded values are not recommended for survey control.
 OA1630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1630.See file dsdata.txt to determine how the superseded data were derived.
 OA1630
 OA1630_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP0334535186(NAD 83)
 OA1630_MARKER: DD = SURVEY DISK
 OA1630_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OA1630_SP_SET: METAL PIPE IN CONCRETE
 OA1630_STAMPING: CALIB 1990
 OA1630_MARK LOGO: NOS   
 OA1630_MAGNETIC: N = NO MAGNETIC MATERIAL
 OA1630_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OA1630+STABILITY: POSITION/ELEVATION WELL
 OA1630_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OA1630+SATELLITE: SATELLITE OBSERVATIONS - 1990
 OA1630
 OA1630  HISTORY     - Date     Condition        Report By
 OA1630  HISTORY     - 1990     MONUMENTED       NOS
 OA1630
 OA1630                          STATION DESCRIPTION
 OA1630
 OA1630'DESCRIBED BY NATIONAL OCEAN SERVICE 1990
 OA1630'THE STATION IS LOCATED AT THE NORTH END OF THE PARKING AREA
 OA1630'OVERLOOKING THE MOUTH OF THE UMPQUA RIVER NEAR A COAST GUARD LOOKOUT
 OA1630'BUILDING NORTH OF THE UMPQUA RIVER LIGHTHOUSE.
 OA1630'TO REACH FROM THE STOPLIGHT ON HIGHWAY 101 AT THE JUNCTION OF HIGHWAY
 OA1630'38 IN REEDSPORT, PROCEED SOUTH ON HWY 101 FOR 4.1 MI (6.6 KM) AND
 OA1630'TURN WEST ONTO COUNTY ROAD 251 IN WINCHESTER BAY.  GO 1 MI (1.6 KM) ,
 OA1630'TURN SOUTH AND GO 0.6 MI (1.0 KM) TO THE NORTHWEST CORNER OF THE
 OA1630'PARKING AREA AND A COAST GUARD LOOKOUT BUILDING NORTH OF THE
 OA1630'LIGHTHOUSE.
 OA1630'THE STATION IS A STANDARD NOS BRASS DISK STAMPED---CALIB 1990---SET IN
 OA1630'A 6 FT (1.8 M) SECTION OF 1.5 INCH DIAMETER PIPE DRIVEN INTO THE
 OA1630'GROUND SURROUNDED BY CONCRETE, FLUSH WITH THE GROUND.  THE STATION IS
 OA1630'8.0 M (26.2 FT) AT 325 DEGREES MAGNETIC FROM THE NORTHWEST CORNER OF
 OA1630'THE COAST GUARD LOOKOUT BUILDING.
 OA1630'DESCRIBED BY JRM
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0954 ***********************************************************************
 NY0954  DESIGNATION -  CALIMUS
 NY0954  PID         -  NY0954
 NY0954  STATE/COUNTY-  OR/KLAMATH
 NY0954  USGS QUAD   -  CALIMUS BUTTE (1988)
 NY0954
 NY0954                         *CURRENT SURVEY CONTROL
 NY0954  ___________________________________________________________________
 NY0954* NAD 83(1991)-  42 37 54.12668(N)    121 33 33.53777(W)     ADJUSTED  
 NY0954* NAVD 88     -      2020.3    (meters)    6628.     (feet)  VERTCON   
 NY0954  ___________________________________________________________________
 NY0954  LAPLACE CORR-           4.66  (seconds)                    DEFLEC99
 NY0954  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 NY0954  HORZ ORDER  -  SECOND
 NY0954
 NY0954.The horizontal coordinates were established by classical geodetic methods
 NY0954.and adjusted by the National Geodetic Survey in October 1991.
 NY0954
 NY0954.The NAVD 88 height was computed by applying the VERTCON shift value to
 NY0954.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NY0954
 NY0954.The Laplace correction was computed from DEFLEC99 derived deflections.
 NY0954
 NY0954.The geoid height was determined by GEOID03.
 NY0954
 NY0954;                    North         East     Units Scale Factor Converg.
 NY0954;SPC OR S     -   107,748.684 1,413,115.921   MT  0.99993822   -0 43 29.0
 NY0954;SPC OR S     -   353,506.18  4,636,207.09   iFT  0.99993822   -0 43 29.0
 NY0954;UTM  10      - 4,720,923.207   618,127.740   MT  0.99977168   +0 58 33.1
 NY0954
 NY0954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NY0954!SPC OR S     -   0.99968669  x   0.99993822  =   0.99962493
 NY0954!UTM  10      -   0.99968669  x   0.99977168  =   0.99945844
 NY0954
 NY0954                          SUPERSEDED SURVEY CONTROL
 NY0954
 NY0954  NAD 83(1986)-  42 37 54.13011(N)    121 33 33.54530(W) AD(       ) 2
 NY0954  NAD 27      -  42 37 54.62226(N)    121 33 29.51413(W) AD(       ) 2
 NY0954  NGVD 29 (07/19/86) 2019.0    (m)         6624.     (f) VERT ANG    3  
 NY0954
 NY0954.Superseded values are not recommended for survey control.
 NY0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0954.See file dsdata.txt to determine how the superseded data were derived.
 NY0954
 NY0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFN1812820923(NAD 83)
 NY0954_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NY0954_SETTING: 80 = SET IN A BOULDER
 NY0954_SP_SET: SET IN DRILL HOLE IN A BOULDER
 NY0954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0954+STABILITY: SURFACE MOTION
 NY0954
 NY0954  HISTORY     - Date     Condition        Report By
 NY0954  HISTORY     - 1948     MONUMENTED       CGS
 NY0954
 NY0954                          STATION DESCRIPTION
 NY0954
 NY0954'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MTP)
 NY0954'THE STATION IS ON THE HIGHEST POINT OF CALIMUS BUTTE, 12 YARDS
 NY0954'NORTHEAST OF THE LOOKOUT HOUSE.  IT IS ABOUT 16 MILES EAST-NORTHEAST
 NY0954'OF CHILOQUIN, 30 MILES NORTH-NORTHEAST OF KLAMATH FALLS, AND ON
 NY0954'THE KLAMATH INDIAN RESERVATION.  THE MARK IS SET IN A BOULDER OR
 NY0954'BEDROCK, AND IS STAMPED CALIMUS 1948.
 NY0954'
 NY0954'REFERENCE MARK NO. 1 IS SET IN BOULDER OR BEDROCK, 6 INCHES ABOVE
 NY0954'THE LEVEL OF THE GROUND, AND IS STAMPED CALIMUS NO 1 1948.
 NY0954'
 NY0954'REFERENCE MARK NO. 2 IS SET IN BOULDER OR BEDROCK, 3 INCHES ABOVE
 NY0954'THE SURFACE OF THE GROUND, AND IS STAMPED CALIMUS NO 2 1948.
 NY0954'
 NY0954'THE AZIMUTH MARK IS LOCATED ABOUT 0.5 MILE BEFORE REACHING THE
 NY0954'TOP OF THE MOUNTAIN.  AT A POINT WHICH IS MARKED BY A 1X4 BOARD
 NY0954'ABOUT 4 FEET LONG WHICH IS NAILED TO A LARGE PINE STUMP, TURN RIGHT
 NY0954'ON THE ROAD ALONG THE TELEPHONE LINE FOR ABOUT 0.3 MILE TO THE
 NY0954'AZIMUTH MARK ON THE LEFT.  IT IS ABOUT 30 FEET NORTH OF THE ROAD
 NY0954'AND IS MARKED WITH A WITNESS POST.  THE MARK PROTRUDES 9 INCHES
 NY0954'ABOVE THE LEVEL OF THE GROUND, AND IS STAMPED CALIMUS 1948.
 NY0954'
 NY0954'TO REACH THE STATION FROM KLAMATH FALLS, GO NORTH ON HIGHWAY 97
 NY0954'TO A SIGN ON THE RIGHT CHILOQUIN.  TURN RIGHT AND GO INTO
 NY0954'CHILOQUIN.  JUST AFTER CROSSING THE RAILROAD, TURN LEFT ON THE
 NY0954'SPRAGUE RIVER ROAD AND GO 5 MILES TO SOME ROAD SIGNS ON THE
 NY0954'RIGHT.  TURN RIGHT AS PER SIGN CALIMUS BUTTE LO 3.  FROM HERE
 NY0954'TAKE ALL LEFT TURNS TO THE TOP OF THE MOUNTAIN AND THE STATION
 NY0954'SITE.
 NY0954'
 NY0954'OFFICE NOTE--NO OBSERVATIONS WERE MADE IN 1948.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0956 ***********************************************************************
 NY0956  DESIGNATION -  CALIMUS BUTTE LOOKOUT HOUSE
 NY0956  PID         -  NY0956
 NY0956  STATE/COUNTY-  OR/KLAMATH
 NY0956  USGS QUAD   -  CALIMUS BUTTE (1988)
 NY0956
 NY0956                         *CURRENT SURVEY CONTROL
 NY0956  ___________________________________________________________________
 NY0956* NAD 83(1991)-  42 37 53.62915(N)    121 33 33.95770(W)     ADJUSTED  
 NY0956* NAVD 88     -              **(meters)            **(feet)            
 NY0956  ___________________________________________________________________
 NY0956  LAPLACE CORR-           4.68  (seconds)                    DEFLEC99
 NY0956  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 NY0956  HORZ ORDER  -  THIRD
 NY0956
 NY0956.The horizontal coordinates were established by classical geodetic methods
 NY0956.and adjusted by the National Geodetic Survey in October 1991.
 NY0956
 NY0956
 NY0956.The Laplace correction was computed from DEFLEC99 derived deflections.
 NY0956
 NY0956.The geoid height was determined by GEOID03.
 NY0956
 NY0956;                    North         East     Units Scale Factor Converg.
 NY0956;SPC OR S     -   107,733.455 1,413,106.160   MT  0.99993824   -0 43 29.3
 NY0956;SPC OR S     -   353,456.22  4,636,175.07   iFT  0.99993824   -0 43 29.3
 NY0956;UTM  10      - 4,720,907.697   618,118.437   MT  0.99977165   +0 58 32.8
 NY0956
 NY0956                          SUPERSEDED SURVEY CONTROL
 NY0956
 NY0956  NAD 83(1986)-  42 37 53.63199(N)    121 33 33.96655(W) AD(       ) 4
 NY0956  NAD 27      -  42 37 54.12274(N)    121 33 29.93395(W) AD(       ) 3
 NY0956
 NY0956.Superseded values are not recommended for survey control.
 NY0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0956.See file dsdata.txt to determine how the superseded data were derived.
 NY0956
 NY0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFN1811820908(NAD 83)
 NY0956
 NY0956  HISTORY     - Date     Condition        Report By
 NY0956  HISTORY     - 1933     MONUMENTED       CGS
 NY0956  HISTORY     - 1967     SEE DESCRIPTION  CGS
 NY0956
 NY0956                          STATION DESCRIPTION
 NY0956
 NY0956'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (FGJ)
 NY0956'THIS INTERSECTED POSITION IS THE CENTER OF THE U.S. INDIAN SERVICE
 NY0956'WOOD HOUSE WILL LOOKOUT CUPOLA WHICH STANDS ON THE SUMMIT OF
 NY0956'CALIMUS BUTTE, IN THE NW PART OF T. 34 S., R. 10 E., A LITTLE S
 NY0956'OF THE CENTER OF THE KLAMATH INDIAN RESERVATION.  THE HOUSE STANDS
 NY0956'ON THE GROUND AND WAS BUILT IN 1930.  A ROAD LEADS TO THE SUMMIT
 NY0956'OF THE BUTTE.
 NY0956
 NY0956                          STATION RECOVERY (1967)
 NY0956
 NY0956'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CAA)
 NY0956'STATION IS LOCATED ABOUT 17 MILES EAST-NORTHEAST OF CHILOQUIN,
 NY0956'ABOUT 12 MILES NORTH-NORTHEAST OF SPRAGUE RIVER, ON TOP OF CALIMUS
 NY0956'BUTTE AND JUST SOUTH OF TRIANGULATION STATION CALIMUS RM 2.
 NY0956'
 NY0956'IS A LOOKOUT HOUSE ATOP OF A 18 FOOT SQUARE LIVING QUARTERS AND
 NY0956'ABOUT 25 FEET IN HEIGHT.
 NY0956'
 NY0956'POINT OF INTERSECTION, APEX.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0955 ***********************************************************************
 NY0955  DESIGNATION -  CALIMUS RM 2
 NY0955  PID         -  NY0955
 NY0955  STATE/COUNTY-  OR/KLAMATH
 NY0955  USGS QUAD   -  CALIMUS BUTTE (1988)
 NY0955
 NY0955                         *CURRENT SURVEY CONTROL
 NY0955  ___________________________________________________________________
 NY0955* NAD 83(1991)-  42 37 53.90151(N)    121 33 33.96306(W)     ADJUSTED  
 NY0955* NAVD 88     -      2020.0    (meters)    6627.     (feet)  VERTCON   
 NY0955  ___________________________________________________________________
 NY0955  LAPLACE CORR-           4.68  (seconds)                    DEFLEC99
 NY0955  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 NY0955  HORZ ORDER  -  SECOND
 NY0955
 NY0955.The horizontal coordinates were established by classical geodetic methods
 NY0955.and adjusted by the National Geodetic Survey in October 1991.
 NY0955
 NY0955.The NAVD 88 height was computed by applying the VERTCON shift value to
 NY0955.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NY0955
 NY0955.The Laplace correction was computed from DEFLEC99 derived deflections.
 NY0955
 NY0955.The geoid height was determined by GEOID03.
 NY0955
 NY0955;                    North         East     Units Scale Factor Converg.
 NY0955;SPC OR S     -   107,741.859 1,413,106.144   MT  0.99993823   -0 43 29.3
 NY0955;SPC OR S     -   353,483.79  4,636,175.01   iFT  0.99993823   -0 43 29.3
 NY0955;UTM  10      - 4,720,916.096   618,118.172   MT  0.99977165   +0 58 32.8
 NY0955
 NY0955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NY0955!SPC OR S     -   0.99968674  x   0.99993823  =   0.99962499
 NY0955!UTM  10      -   0.99968674  x   0.99977165  =   0.99945846
 NY0955
 NY0955|---------------------------------------------------------------------|
 NY0955| PID    Reference Object                     Distance      Geod. Az  |
 NY0955|                                                           dddmmss.s |
 NY0955| NY0954 CALIMUS                              11.924 METERS 05421     |
 NY0955| NY0867 SPODUE MTN LOOKOUT TOWER            APPROX.24.2 KM 1000555.3 |
 NY0955| CD7043 CALIMUS RM 1                          8.717 METERS 13106     |
 NY0955| NY0959 APPLEGATE BUTTE LOT                 APPROX.15.5 KM 3024630.0 |
 NY0955|---------------------------------------------------------------------|
 NY0955
 NY0955                          SUPERSEDED SURVEY CONTROL
 NY0955
 NY0955  NAD 83(1986)-  42 37 53.90493(N)    121 33 33.97059(W) AD(       ) 2
 NY0955  NAD 27      -  42 37 54.39709(N)    121 33 29.93939(W) AD(       ) 2
 NY0955  NGVD 29 (07/19/86) 2018.7    (m)         6623.     (f) VERT ANG    3  
 NY0955
 NY0955.Superseded values are not recommended for survey control.
 NY0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0955.See file dsdata.txt to determine how the superseded data were derived.
 NY0955
 NY0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFN1811820916(NAD 83)
 NY0955_MARKER: Z = SEE DESCRIPTION
 NY0955_SETTING: 0 = UNSPECIFIED SETTING
 NY0955
 NY0955  HISTORY     - Date     Condition        Report By
 NY0955  HISTORY     - 1967     MONUMENTED       CGS
 NY0955
 NY0955                          STATION DESCRIPTION
 NY0955
 NY0955'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (CAA)
 NY0955'STATION IS LOCATED ABOUT 17 MILES EAST-NORTHEAST OF CHILOQUIN,
 NY0955'ABOUT 12 MILES NORTH-NORTHWEST OF SPRAGUE RIVER AND JUST NORTH OF
 NY0955'THE CALIMUS BUTTE LOOKOUT HOUSE.
 NY0955'
 NY0955'TO REACH FROM THE U.S. NATIONAL BANK IN CHILOQUIN, GO NORTHEAST ON
 NY0955'SPRAGUE RIVER ROAD FOR 4.5 MILES TO FORK, KEEP LEFT AND CONTINUE ON
 NY0955'WILLIAMSON RIVER ROAD FOR 8.3 MILES TO WHERE PAVED ROAD TURNS LEFT,
 NY0955'TURN LEFT AND GO NORTHEASTERLY ON PAVED ROAD FOR 6 MILES TO END OF
 NY0955'PAVEMENT, CONTINUE ON GRAVEL ROAD FOR 1.6 MILES TO A SIDE ROAD
 NY0955'RIGHT, TURN RIGHT AND GO SOUTHERLY ON ROAD 18 FOR 5.3 MILES TO
 NY0955'FORK, KEEP THE RIGHT FORK AND CONTINUE FOR 0.35 MILE TO T ROAD,
 NY0955'TURN RIGHT AND GO NORTHERLY FOR 1.0 MILES TO LOOKOUT HOUSE AND
 NY0955'STATION.
 NY0955'
 NY0955'STATION MARK, A STANDARD REFERENCE MARK DISK STAMPED CALIMUS NO
 NY0955'2 1948, IS SET IN A DRILL HOLE TOP OF A BOULDER WHICH PROJECTS 6
 NY0955'INCHES.  THE MARK IS 21 FEET NORTHWEST OF THE NORTHEAST CORNER
 NY0955'OF LOOKOUT HOUSE AND 21 FEET NORTHEAST OF THE NORTHWEST CORNER
 NY0955'OF LOOKOUT HOUSE.
 NY0955'
 NY0955'REFERENCE MARK 1, A STANDARD DISK STAMPED CALIMUS NO 1 1948, IS
 NY0955'SET IN A DRILL HOLE IN THE TOP OF A BOULDER WHICH PROJECTS 6
 NY0955'INCHES.  THE MARK IS 14.5 FEET EAST OF THE NORTHEAST CORNER OF
 NY0955'LOOKOUT HOUSE.
 NY0955'
 NY0955'REFERENCE MARK 2, A STANDARD STATION MARK DISK STAMPED CALIMUS
 NY0955'1948, IS SET IN THE TOP OF A BOULDER WHICH PROJECTS 12 INCHES.  THE
 NY0955'MARK IS 49 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF
 NY0955'LOOKOUT HOUSE.
 NY0955'
 NY0955'APPLEGATE LOOKOUT TOWER TO SERVE AS AZIMUTH MARK.
 NY0955'
 NY0955'NOTE--MARKS FOR THIS STATION WAS SET IN 1948 BUT NOT USED.  DUE
 NY0955'TO OBSTRUCTED LINES FROM STATION MARK, REFERENCE MARK 2 WAS USED
 NY0955'FOR STATION MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC2129 ***********************************************************************
 SC2129  DESIGNATION -  CALLENDER 1874
 SC2129  PID         -  SC2129
 SC2129  STATE/COUNTY-  OR/CLATSOP
 SC2129  USGS QUAD   -  GEARHART (1973)
 SC2129
 SC2129                         *CURRENT SURVEY CONTROL
 SC2129  ___________________________________________________________________
 SC2129* NAD 83(1991)-  46 03 45.30913(N)    123 55 41.15673(W)     ADJUSTED  
 SC2129* NAVD 88     -        10.     (meters)      33.     (feet)  SCALED    
 SC2129  ___________________________________________________________________
 SC2129  LAPLACE CORR-          15.69  (seconds)                    DEFLEC99
 SC2129  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 SC2129  HORZ ORDER  -  THIRD
 SC2129
 SC2129.The horizontal coordinates were established by classical geodetic methods
 SC2129.and adjusted by the National Geodetic Survey in October 1991.
 SC2129
 SC2129.The orthometric height was scaled from a topographic map.
 SC2129
 SC2129.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2129
 SC2129.The geoid height was determined by GEOID03.
 SC2129
 SC2129;                    North         East     Units Scale Factor Converg.
 SC2129;SPC OR N     -   271,878.128 2,234,822.905   MT  1.00001652   -2 25 52.2
 SC2129;SPC OR N     -   891,988.61  7,332,096.15   iFT  1.00001652   -2 25 52.2
 SC2129;UTM  10      - 5,101,419.925   428,216.320   MT  0.99966334   -0 40 06.1
 SC2129
 SC2129!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2129!SPC OR N     -   1.00000210  x   1.00001652  =   1.00001862
 SC2129!UTM  10      -   1.00000210  x   0.99966334  =   0.99966544
 SC2129
 SC2129:                Primary Azimuth Mark                     Grid Az
 SC2129:SPC OR N     -  PINNACLE ROCK                            203 50 18.2
 SC2129:UTM  10      -  PINNACLE ROCK                            202 04 32.1
 SC2129
 SC2129|---------------------------------------------------------------------|
 SC2129| PID    Reference Object                     Distance      Geod. Az  |
 SC2129|                                                           dddmmss.s |
 SC2129| RD2080 PINNACLE ROCK                       APPROX.13.9 KM 2012426.0 |
 SC2129| RD2087 ISLET 1                             APPROX.13.9 KM 2020712.7 |
 SC2129| SC2134 LAKE 1874                           APPROX. 2.3 KM 3523636.1 |
 SC2129|---------------------------------------------------------------------|
 SC2129
 SC2129                          SUPERSEDED SURVEY CONTROL
 SC2129
 SC2129  NAD 83(1986)-  46 03 45.33120(N)    123 55 41.13521(W) AD(       ) 3
 SC2129  NAD 27      -  46 03 45.96030(N)    123 55 36.63173(W) AD(       ) 3
 SC2129
 SC2129.Superseded values are not recommended for survey control.
 SC2129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2129.See file dsdata.txt to determine how the superseded data were derived.
 SC2129
 SC2129_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2821601420(NAD 83)
 SC2129
 SC2129  HISTORY     - Date     Condition        Report By
 SC2129  HISTORY     - 1874     MONUMENTED       COASUR
 SC2129  HISTORY     - 1934     SEE DESCRIPTION  ORGS
 SC2129  HISTORY     - 1958     SEE DESCRIPTION  CGS
 SC2129
 SC2129                          STATION DESCRIPTION
 SC2129
 SC2129'DESCRIBED BY OREGON GEODETIC SURVEY 1934
 SC2129'STATION IS ABOUT 2.5 MILES N OF GEARHART, ON THE HIGHEST SAND
 SC2129'HILL IN THE VICINITY AND ABOUT 83 METERS E OF THE HIGH-WATER
 SC2129'LINE, 6 PACES W AND 20 PACES E OF THE EDGE OF THE KNOLL, AND 22
 SC2129'PACES N OF THE S END.
 SC2129'
 SC2129'THE STATION IS MARKED BY A DRILL HOLE IN A STONE BURIED 2 FEET.
 SC2129'
 SC2129'THE STATION WAS SEARCHED FOR UNSUCCESSFULLY, AND IS PROBABLY
 SC2129'LOST, AS THE DUNE IN THIS LOCALITY HAS BEEN ERODED BY WIND AND
 SC2129'WATER ALMOST TO THE BEACH LEVEL.
 SC2129
 SC2129                          STATION RECOVERY (1958)
 SC2129
 SC2129'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (VRS)
 SC2129'THE STATION WAS SET 2.5 MILES NORTH OF THE GEARHART HOTEL ABOUT
 SC2129'83 METERS EAST OF THE MEAN HIGH WATER LINE ON THE HIGHEST SAND
 SC2129'DUNE IN THE AREA.
 SC2129'
 SC2129'THE AREA IS UNSTABLE GRASS COVERED SAND DUNES WHICH ERODE DURING
 SC2129'WINTER STORMS.  THE STATION WAS SEARCHED FOR BUT NOT RECOVERED
 SC2129'AND IS PRESUMED LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0775 ***********************************************************************
 NY0775  DESIGNATION -  CAMAS
 NY0775  PID         -  NY0775
 NY0775  STATE/COUNTY-  OR/LAKE
 NY0775  USGS QUAD   -  SAGE HEN BUTTE (1968)
 NY0775
 NY0775                         *CURRENT SURVEY CONTROL
 NY0775  ___________________________________________________________________
 NY0775* NAD 83(1991)-  42 12 41.94184(N)    120 04 16.72776(W)     ADJUSTED  
 NY0775* NAVD 88     -      1695.59   (+/-2cm)    5562.9    (feet)  VERTCON   
 NY0775  ___________________________________________________________________
 NY0775  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 NY0775  GEOID HEIGHT-         -20.53  (meters)                     GEOID03
 NY0775  HORZ ORDER  -  THIRD
 NY0775  VERT ORDER  -  THIRD ? (See Below)
 NY0775
 NY0775.The horizontal coordinates were established by classical geodetic methods
 NY0775.and adjusted by the National Geodetic Survey in October 1991.
 NY0775
 NY0775.The NAVD 88 height was computed by applying the VERTCON shift value to
 NY0775.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NY0775.The vertical order pertains to the NGVD 29 superseded value.
 NY0775
 NY0775.The Laplace correction was computed from DEFLEC99 derived deflections.
 NY0775
 NY0775.The geoid height was determined by GEOID03.
 NY0775
 NY0775;                    North         East     Units Scale Factor Converg.
 NY0775;SPC OR S     -    60,630.742 1,535,400.093   MT  1.00003286   +0 17 35.8
 NY0775;SPC OR S     -   198,919.76  5,037,401.88   iFT  1.00003286   +0 17 35.8
 NY0775;UTM  10      - 4,677,429.107   741,751.870   MT  1.00031917   +1 58 07.1
 NY0775;UTM  11      - 4,677,843.699   246,473.771   MT  1.00039094   -2 03 52.6
 NY0775
 NY0775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NY0775!SPC OR S     -   0.99973736  x   1.00003286  =   0.99977021
 NY0775!UTM  10      -   0.99973736  x   1.00031917  =   1.00005644
 NY0775!UTM  11      -   0.99973736  x   1.00039094  =   1.00012819
 NY0775
 NY0775|---------------------------------------------------------------------|
 NY0775| PID    Reference Object                     Distance      Geod. Az  |
 NY0775|                                                           dddmmss.s |
 NY0775| CD7045 CAMAS RM 1                           12.068 METERS 14410     |
 NY0775| CD7046 CAMAS RM 2                            7.807 METERS 21935     |
 NY0775| CD7044 CAMAS AZ MK                                        3494654.2 |
 NY0775|---------------------------------------------------------------------|
 NY0775
 NY0775                          SUPERSEDED SURVEY CONTROL
 NY0775
 NY0775  NAD 83(1986)-  42 12 41.94520(N)    120 04 16.72566(W) AD(       ) 3
 NY0775  NAD 27      -  42 12 42.36000(N)    120 04 12.89700(W) AD(       ) 3
 NY0775  NGVD 29 (07/19/86) 1694.39   (m)         5559.0    (f) LEVELING    3  
 NY0775
 NY0775.Superseded values are not recommended for survey control.
 NY0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0775.See file dsdata.txt to determine how the superseded data were derived.
 NY0775
 NY0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGM4175277429(NAD 83)
 NY0775_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NY0775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0775
 NY0775  HISTORY     - Date     Condition        Report By
 NY0775  HISTORY     - 1948     MONUMENTED       CGS
 NY0775
 NY0775                          STATION DESCRIPTION
 NY0775
 NY0775'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MTP)
 NY0775'THE STATION IS ON THE OPEN PRAIRIE, JUST EAST OF THE ROAD BETWEEN
 NY0775'LAKEVIEW AND ADEL, WHERE THE ROAD STARTS DOWN GRADE TO PARSNIP
 NY0775'CREEK, ABOUT 15 MILES AIRLINE EAST-NORTHEAST OF LAKEVIEW, 22 MILES
 NY0775'SOUTHEAST OF VALLEY FALLS AND 10 MILES NORTHWEST OF ADEL, ON THE
 NY0775'HART MOUNTAIN ANTELOPE REFUGE.
 NY0775'
 NY0775'THE STATION MARK IS SET FLUSH IN A 10X10 INCH CONCRETE POST
 NY0775'PROJECTING 3 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 68
 NY0775'FEET SOUTH OF THE WARNER VALLEY ROAD AND ITS JUNCTION WITH A DIM
 NY0775'TRACK ROAD LEADING TO THE AZIMUTH MARK, 37 FEET SOUTH-SOUTHEAST
 NY0775'OF THE CENTER OF THE WARNER VALLEY ROAD, AND 5 FEET EAST OF A
 NY0775'WHITE WITNESS POST.  IT IS STAMPED CAMAS 1948.
 NY0775'
 NY0775'REFERENCE MARK NO.1 IS SOUTHEAST OF THE STATION AND IS SET FLUSH
 NY0775'IN THE TOP OF A 10X10 INCH CONCRETE POST PROJECTING 3 INCHES
 NY0775'ABOVE THE SURFACE OF THE GROUND.  IT IS 75 FEET SOUTH-SOUTHEAST OF
 NY0775'THE WARNER VALLEY ROAD, AND 48 FEET SOUTHEAST OF THE WHITE WITNESS
 NY0775'POST.  IT IS STAMPED CAMAS NO 1 1948.
 NY0775'
 NY0775'REFERENCE MARK NO.2 IS SOUTHWEST OF THE STATION MARK AND IS SET
 NY0775'FLUSH IN THE TOP OF A 12X12 INCH CONCRETE POST PROJECTING 4
 NY0775'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 49 FEET SOUTH OF
 NY0775'THE CENTER OF THE WARNER VALLEY ROAD, AND 23 FEET SOUTHWEST OF
 NY0775'THE WHITE WITNESS POST.  IT IS STAMPED CAMAS NO 2 1948.
 NY0775'
 NY0775'THE AZIMUTH MARK IS NORTH-NORTHWEST OF THE STATION AND IS SET
 NY0775'FLUSH IN THE TOP OF A LARGE ROCK OUTCROP THAT RUNS
 NY0775'NORTHEAST-SOUTHWEST.  IT IS 5 FEET ABOVE THE GROUND AND ABOUT 1
 NY0775'FOOT LOWER THAN THE HIGHEST POINT OF THE ROCK OUTCROP.  IT IS 89
 NY0775'FEET SOUTHWEST OF THE DIM TRACK ROAD AND A WIRE GATE IN THE
 NY0775'FENCELINE, 35 FEET NORTH-NORTHEAST OF A LONE, 8 INCH, JUNIPER
 NY0775'TREE, AND 10 FEET SOUTHEAST OF AN EAST-WEST FENCELINE THAT IS
 NY0775'MARKED WITH A WHITE WITNESS POST THAT IS NAILED ON THE SOUTH
 NY0775'SIDE OF THE FENCE.  IT IS STAMPED CAMAS 1948.  TO REACH THE
 NY0775'AZIMUTH MARK FROM THE STATION SITE GO NORTH-NORTHWEST ALONG A
 NY0775'DIM TRACK ROAD FOR APPROXIMATELY 1/4 MILE TO WIRE GATE AND
 NY0775'END OF TRUCK TRAVEL.  FROM WIRE GATE LOCATE AS DESCRIBED.
 NY0775'
 NY0775'THE STATION SITE IS BEST REACHED FROM LAKEVIEW AS FOLLOWS--FROM
 NY0775'THE JUNCTION OF U.S. HIGHWAY 395 AND STATE HIGHWAY 66 IN LAKEVIEW
 NY0775'GO NORTH ON U.S. HIGHWAY 395 FOR 4.6 MILES TO THE JUNCTION OF THE
 NY0775'WARNER VALLEY ROAD AND ROAD SIGNS, HART MTN ANTELOPE REFUGE,
 NY0775'PLUSH 36, ADEL 29.  TAKE RIGHT FORK AS PER SIGNS AND GO 16.5
 NY0775'MILES.  TAKE RIGHT FORK AS PER SIGN ADEL 13 AND GO 1.7 MILE TO
 NY0775'THE TOP OF GRADE AND DIM TRACK ROAD RIGHT AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB1347 ***********************************************************************
 RB1347  DESIGNATION -  CAMAS
 RB1347  PID         -  RB1347
 RB1347  STATE/COUNTY-  OR/UMATILLA
 RB1347  USGS QUAD   -  BRIDGE CREEK (1995)
 RB1347
 RB1347                         *CURRENT SURVEY CONTROL
 RB1347  ___________________________________________________________________
 RB1347* NAD 83(1991)-  45 00 40.05964(N)    118 58 41.21624(W)     ADJUSTED  
 RB1347* NAVD 88     -      1206.4    (meters)    3958.     (feet)  VERTCON   
 RB1347  ___________________________________________________________________
 RB1347  LAPLACE CORR-           6.15  (seconds)                    DEFLEC99
 RB1347  GEOID HEIGHT-         -18.33  (meters)                     GEOID03
 RB1347  HORZ ORDER  -  SECOND
 RB1347
 RB1347.The horizontal coordinates were established by classical geodetic methods
 RB1347.and adjusted by the National Geodetic Survey in October 1991.
 RB1347
 RB1347.The NAVD 88 height was computed by applying the VERTCON shift value to
 RB1347.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RB1347
 RB1347.The Laplace correction was computed from DEFLEC99 derived deflections.
 RB1347
 RB1347.The geoid height was determined by GEOID03.
 RB1347
 RB1347;                    North         East     Units Scale Factor Converg.
 RB1347;SPC OR N     -   150,527.969 2,619,953.248   MT  0.99989835   +1 04 45.5
 RB1347;SPC OR N     -   493,858.17  8,595,647.14   iFT  0.99989835   +1 04 45.5
 RB1347;UTM  11      - 4,986,089.960   344,124.377   MT  0.99989877   -1 23 57.4
 RB1347
 RB1347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RB1347!SPC OR N     -   0.99981375  x   0.99989835  =   0.99971212
 RB1347!UTM  11      -   0.99981375  x   0.99989877  =   0.99971254
 RB1347
 RB1347:                Primary Azimuth Mark                     Grid Az
 RB1347:SPC OR N     -  FLETCH AZ MK                             068 36 46.3
 RB1347:UTM  11      -  FLETCH AZ MK                             071 05 29.2
 RB1347
 RB1347|---------------------------------------------------------------------|
 RB1347| PID    Reference Object                     Distance      Geod. Az  |
 RB1347|                                                           dddmmss.s |
 RB1347| RB1346 FLETCH AZ MK                        APPROX. 3.1 KM 0694131.8 |
 RB1347| RB1345 FLETCH                              APPROX. 2.8 KM 0863103.9 |
 RB1347| CF4613 CAMAS RM 1                            8.573 METERS 12235     |
 RB1347| CF4614 CAMAS RM 2                           10.888 METERS 34918     |
 RB1347|---------------------------------------------------------------------|
 RB1347
 RB1347                          SUPERSEDED SURVEY CONTROL
 RB1347
 RB1347  NAD 83(1986)-  45 00 40.06685(N)    118 58 41.21175(W) AD(       ) 2
 RB1347  NAD 27      -  45 00 40.50300(N)    118 58 37.29600(W) AD(       ) 2
 RB1347  NGVD 29 (07/19/86) 1205.3    (m)         3954.     (f) VERT ANG    3  
 RB1347
 RB1347.Superseded values are not recommended for survey control.
 RB1347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1347.See file dsdata.txt to determine how the superseded data were derived.
 RB1347
 RB1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK4412486090(NAD 83)
 RB1347_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RB1347_SETTING: 66 = SET IN ROCK OUTCROP
 RB1347
 RB1347  HISTORY     - Date     Condition        Report By
 RB1347  HISTORY     - 1946     MONUMENTED       CGS
 RB1347
 RB1347                          STATION DESCRIPTION
 RB1347
 RB1347'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 RB1347'THE STATION IS LOCATED ABOUT 8.7 MILES SOUTH-SOUTHEAST OF
 RB1347'UKIAH.  ABOUT 2.0 MILES NORTHWEST OF THE DALE POST OFFICE AND
 RB1347'STORE.  IT IS NEAR THE SOUTH EDGE OF THE RIM OF THE MESA NORTH
 RB1347'OF THE NORTH FORK JOHN DAY RIVER AND EAST OF CAMAS CREEK.  IT IS
 RB1347'ABOUT 1.0 MILE EAST OF THE BRIDGE ACROSS CAMAS CREEK ON
 RB1347'U.S. HIGHWAY NO. 395.  THE STATION IS ON OPEN RANGE 9 PACES EAST
 RB1347'OF A TRIANGLE BLAZED JUNIPER TREE.  6 PACES NORTH OF EDGE OF RIM.
 RB1347'SET IN OUTCROPPING BED ROCK FLUSH WITH GROUND, STAMPED CAMAS 1946.
 RB1347'
 RB1347'REFERENCE MARK NO. 1 IS EAST-SOUTHEAST OF AND APPROX. 4 INCHES
 RB1347'LOWER THAN STATION.  4 PACES NORTH OF EDGE OF RIM.  SET IN
 RB1347'OUTCROPPING BED ROCK WHICH PROJECTS APPROX. 4 INCHES, STAMPED
 RB1347'CAMAS NO. 1 1946.
 RB1347'
 RB1347'REFERENCE MARK NO. 2 IS NORTH-NORTHWEST OF AND APPROX. 10 INCHES
 RB1347'LOWER THAN STATION.  16 PACES NORTH OF EDGE OF RIM.  SET IN
 RB1347'OUTCROPPING BED ROCK PROJECTING APPROX. 4 INCHES, STAMPED CAMAS
 RB1347'NO. 2 1946.
 RB1347'
 RB1347'STATION FLETCH 1946 WAS USED AS AZIMUTH MARK.
 RB1347'
 RB1347'SUBSTITUTE STATION P.P.107-97 IS A PINE TREE (APPROX. 20 INCHES
 RB1347'AT BASE) WEST SOUTHWEST OF AND APPROX. 30 FEET LOWER THAN
 RB1347'STATION.  40 PACES SOUTH OF BREAK OF HILL.
 RB1347'
 RB1347'TO REACH FROM THE POST OFFICE IN UKIAH.  GO SOUTHERLY ON GRAVEL
 RB1347'ROAD FOR 0.25 MILES TO SIDE ROAD LEFT JUST AFTER CROSSING
 RB1347'BRIDGE.  HERE CONTINUE STRAIGHT AHEAD AS PER SIGN PEARSON G S 15
 RB1347'AND FOLLOW THE MAIN ROAD FOR 4.25 MILES TO A SIDE ROAD LEFT.  HERE
 RB1347'LEAVE MAIN ROAD AND CONTINUE STRAIGHT AHEAD FOR 2.8 MILES TO A
 RB1347'BRIDGE ACROSS GRIDGE CREEK.  CROSS BRIDGE AND CONTINUE FOR 2.2
 RB1347'MILES TO A POLE GATE.  PASS THROUGH GATE AND CONTINUE FOR 0.45
 RB1347'MILES TO A SIDE ROAD RIGHT.  HERE TURN RIGHT THROUGH GATE AND
 RB1347'GO 0.45 MILES TO A FORK AT FENCE CORNER.  HERE TAKE LEFT FORK
 RB1347'AND GO 0.6 MILES TO A GATE ON THE RIGHT AND FENCED IN AREA ON
 RB1347'THE LEFT AND GATE STRAIGHT AHEAD.  TURN RIGHT THROUGH GATE AND GO
 RB1347'IN WESTERLY DIRECTION TO THREE GATES.  PASS THROUGH CENTER
 RB1347'GATE OR LEFT ONE AND CONTINUE FOR 0.2 MILES TO END OF PLAIN
 RB1347'ROAD.  HERE CONTINUE ACROSS OPEN FIELD FOR 0.4 MILES TO FENCE.
 RB1347'GO THROUGH FENCE AND CONTINUE THROUGH ROCKY FIELD KEEPING TO
 RB1347'THE LEFT OF TWO LONE TREES WHICH ARE APPROX. 0.6 MILES FROM
 RB1347'WHERE THE PASTURE WAS ENTERED.  CONTINUE TO THE WESTERN EDGE OF
 RB1347'MESA AND STATION SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0926 ***********************************************************************
 PC0926  DESIGNATION -  CAMAS
 PC0926  PID         -  PC0926
 PC0926  STATE/COUNTY-  OR/LANE
 PC0926  USGS QUAD   -  CRESWELL (1984)
 PC0926
 PC0926                         *CURRENT SURVEY CONTROL
 PC0926  ___________________________________________________________________
 PC0926* NAD 83(1991)-  43 56 41.80179(N)    123 03 48.54376(W)     ADJUSTED  
 PC0926* NAVD 88     -       222.3    (meters)     729.     (feet)  VERTCON   
 PC0926  ___________________________________________________________________
 PC0926  LAPLACE CORR-          -4.52  (seconds)                    DEFLEC99
 PC0926  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 PC0926  HORZ ORDER  -  SECOND
 PC0926
 PC0926.The horizontal coordinates were established by classical geodetic methods
 PC0926.and adjusted by the National Geodetic Survey in October 1991.
 PC0926
 PC0926.The NAVD 88 height was computed by applying the VERTCON shift value to
 PC0926.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PC0926
 PC0926.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC0926
 PC0926.The geoid height was determined by GEOID03.
 PC0926
 PC0926;                    North         East     Units Scale Factor Converg.
 PC0926;SPC OR S     -   256,235.864 1,294,237.566   MT  0.99998647   -1 45 13.7
 PC0926;SPC OR S     -   840,668.85  4,246,186.24   iFT  0.99998647   -1 45 13.7
 PC0926;UTM  10      - 4,865,759.985   494,905.492   MT  0.99960032   -0 02 38.6
 PC0926
 PC0926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC0926!SPC OR S     -   0.99996879  x   0.99998647  =   0.99995526
 PC0926!UTM  10      -   0.99996879  x   0.99960032  =   0.99956912
 PC0926
 PC0926                          SUPERSEDED SURVEY CONTROL
 PC0926
 PC0926  NAD 83(1986)-  43 56 41.81586(N)    123 03 48.56948(W) AD(       ) 2
 PC0926  NAD 27      -  43 56 42.36908(N)    123 03 44.26922(W) AD(       ) 2
 PC0926  NGVD 29 (07/19/86)  221.2    (m)          726.     (f) VERT ANG    3  
 PC0926
 PC0926.Superseded values are not recommended for survey control.
 PC0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0926.See file dsdata.txt to determine how the superseded data were derived.
 PC0926
 PC0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP9490565760(NAD 83)
 PC0926_MARKER: DD = SURVEY DISK
 PC0926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0926_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PC0926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0926+STABILITY: SURFACE MOTION
 PC0926
 PC0926  HISTORY     - Date     Condition        Report By
 PC0926  HISTORY     - 1970     MONUMENTED       OR-039
 PC0926
 PC0926                          STATION DESCRIPTION
 PC0926
 PC0926'DESCRIBED BY LANE COUNTY OREGON 1970 (FLI)
 PC0926'THE STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF GOSHEN, 4 MILES
 PC0926'NORTHWEST OF CRESWELL, ON THE HIGHEST POINT OF A LOW HILL THAT IS
 PC0926'COVERED WITH GRASS AND SCRUB OAK TREES AND ON PROPERTY OWNED BY
 PC0926'MR. W.B. MARKLEY.
 PC0926'
 PC0926'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 99 AND CAMAS
 PC0926'SWALE ROAD (WEST OREGON STREET) IN CRESWELL, GO WEST AND NORTHWEST
 PC0926'ON CAMAS SWALE ROAD FOR 2.6 MILES TO A Y-FORK.  TAKE THE RIGHT FORK
 PC0926'AND GO NORTH AND EAST FOR 1.1 MILES TO A Y-FORK.  TAKE THE LEFT
 PC0926'FORK, PASS THROUGH A GATE, AND GO NORTHEAST FOR 0.1 MILE TO A 3-WAY
 PC0926'FORK.  TAKE THE MIDDLE FORK AND GO NORTHEAST AND NORTH FOR
 PC0926'0.45 MILE TO THE END OF TRUCK TRAVEL.  THIS IS 0.1 MILE BEFORE
 PC0926'REACHING A HOUSE AND A BARN.  PACK NORTHWEST ALONG A LOW RIDGE
 PC0926'FOR ABOUT 0.15 MILE TO THE TOP OF THE HILL AND THE STATION.  A 5
 PC0926'MINUTE PACK.
 PC0926'
 PC0926'THE STATION MARK, STAMPED CAMAS 1969, IS A LANE COUNTY DISK SET IN
 PC0926'THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS 8 INCHES IN DIAMETER
 PC0926'AND PROJECTS 1 FOOT.  IT IS 4.8 FEET SOUTHWEST OF A WITNESS POST.
 PC0926'
 PC0926'REFERENCE MARK NO. 1, STAMPED CAMAS RM 1 1969, IS A LANE COUNTY DISK
 PC0926'SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS 6 INCHES IN
 PC0926'DIAMETER AND PROJECTS 1 FOOT.  IT IS 39.1 FEET WEST OF THE
 PC0926'WITNESS POST.
 PC0926'
 PC0926'REFERENCE MARK NO. 2, STAMPED CAMAS RM 2 1969, IS A LANE COUNTY DISK
 PC0926'SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS 6 INCHES
 PC0926'IN DIAMETER AND PROJECTS 1-1/2 FEET.  IT IS 36.0 FEET SOUTH OF THE
 PC0926'WITNESS POST.
 PC0926'
 PC0926'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC1054 ***********************************************************************
 PC1054  DESIGNATION -  CAMAS
 PC1054  PID         -  PC1054
 PC1054  STATE/COUNTY-  OR/COOS
 PC1054  USGS QUAD   -  KENYON MOUNTAIN (1990)
 PC1054
 PC1054                         *CURRENT SURVEY CONTROL
 PC1054  ___________________________________________________________________
 PC1054* NAD 83(1991)-  43 00 05.77481(N)    123 46 42.03299(W)     ADJUSTED  
 PC1054* NAVD 88     -       996.7    (meters)    3270.     (feet)  VERTCON   
 PC1054  ___________________________________________________________________
 PC1054  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 PC1054  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 PC1054  HORZ ORDER  -  SECOND
 PC1054
 PC1054.The horizontal coordinates were established by classical geodetic methods
 PC1054.and adjusted by the National Geodetic Survey in October 1991.
 PC1054
 PC1054.The NAVD 88 height was computed by applying the VERTCON shift value to
 PC1054.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PC1054
 PC1054.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC1054
 PC1054.The geoid height was determined by GEOID03.
 PC1054
 PC1054;                    North         East     Units Scale Factor Converg.
 PC1054;SPC OR S     -   153,518.660 1,232,783.035   MT  0.99989884   -2 14 34.3
 PC1054;SPC OR S     -   503,670.14  4,044,563.76   iFT  0.99989884   -2 14 34.3
 PC1054;UTM  10      - 4,761,286.824   436,560.097   MT  0.99964951   -0 31 51.1
 PC1054
 PC1054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC1054!SPC OR S     -   0.99984753  x   0.99989884  =   0.99974638
 PC1054!UTM  10      -   0.99984753  x   0.99964951  =   0.99949709
 PC1054
 PC1054:                Primary Azimuth Mark                     Grid Az
 PC1054:SPC OR S     -  BOLIVER                                  193 44 05.1
 PC1054:UTM  10      -  BOLIVER                                  192 01 21.9
 PC1054
 PC1054|---------------------------------------------------------------------|
 PC1054| PID    Reference Object                     Distance      Geod. Az  |
 PC1054|                                                           dddmmss.s |
 PC1054| NZ1322 BOLIVER                             APPROX.23.8 KM 1912930.8 |
 PC1054| OA0889 SALMON MOUNTAIN                     APPROX.40.8 KM 2311948.1 |
 PC1054|---------------------------------------------------------------------|
 PC1054
 PC1054                          SUPERSEDED SURVEY CONTROL
 PC1054
 PC1054  NAD 83(1986)-  43 00 05.76792(N)    123 46 42.06281(W) AD(       ) 2
 PC1054  NAD 27      -  43 00 06.35300(N)    123 46 37.73900(W) AD(       ) 2
 PC1054  NGVD 29 (07/19/86)  995.6    (m)         3266.     (f) VERT ANG    3  
 PC1054
 PC1054.Superseded values are not recommended for survey control.
 PC1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC1054.See file dsdata.txt to determine how the superseded data were derived.
 PC1054
 PC1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN3656061287(NAD 83)
 PC1054
 PC1054  HISTORY     - Date     Condition        Report By
 PC1054  HISTORY     - 1906     MONUMENTED       CGS
 PC1054  HISTORY     - 1907     SEE DESCRIPTION  USGS
 PC1054
 PC1054                          STATION DESCRIPTION
 PC1054
 PC1054'DESCRIBED BY COAST AND GEODETIC SURVEY 1906 (JSH)
 PC1054'LOCATED ON THE S POINT OF THE HIGH RIDGE WHICH LIES TO THE
 PC1054'SOUTHWESTWARD OF CAMAS VALLEY KNOWN AS KENYON MOUNTAIN.  THE
 PC1054'EASTERN AND SOUTHEASTERN SLOPES NEAR THE TOP ARE BARE OF TREES,
 PC1054'WHILE THE RIDGES TO THE N AND W ARE HEAVILY TIMBERED.  THE
 PC1054'INSTRUMENT STAND WAS THE STUMP OF A TREE, SO NO STATION MARK
 PC1054'COULD BE PLACED.
 PC1054'
 PC1054'TWO REFERENCE MARKS, EACH CONSISTING OF A DRILL HOLE IN THE LEDGE
 PC1054'OF ROCK TO THE EASTWARD, ARE, RESPECTIVELY, 22.06 METERS (72.4
 PC1054'FEET) FROM THE STATION IN AZIMUTH 277 DEG 20 MIN AND 25.54 METERS
 PC1054'(83.8 FEET) IN AZIMUTH 250 DEG 07 MIN.  THE DISTANCE BETWEEN THE
 PC1054'TWO MARK IS 11.70 METERS (38.4 FEET).
 PC1054'
 PC1054'THE U.S. GEOLOGICAL SURVEY STATION OF THE SAME NAME, MARKED BY
 PC1054'A COPPER BOLT IN THE NE ROOT OF A LONE FIR TREE, IS 5.96 METERS
 PC1054'(19.6 FEET) FROM THE STATION IN AZIMUTH 353 DEG 46 MIN.
 PC1054
 PC1054                          STATION RECOVERY (1907)
 PC1054
 PC1054'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1907
 PC1054'SEE DESCRIPTION OF CAMAS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC1051 ***********************************************************************
 PC1051  DESIGNATION -  CAMAS 2
 PC1051  PID         -  PC1051
 PC1051  STATE/COUNTY-  OR/COOS
 PC1051  USGS QUAD   -  KENYON MOUNTAIN (1990)
 PC1051
 PC1051                         *CURRENT SURVEY CONTROL
 PC1051  ___________________________________________________________________
 PC1051* NAD 83(1991)-  43 00 06.19217(N)    123 46 42.49318(W)     ADJUSTED  
 PC1051* NAVD 88     -      1006.4    (meters)    3302.     (feet)  VERTCON   
 PC1051  ___________________________________________________________________
 PC1051  LAPLACE CORR-           1.82  (seconds)                    DEFLEC99
 PC1051  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 PC1051  HORZ ORDER  -  SECOND
 PC1051
 PC1051.The horizontal coordinates were established by classical geodetic methods
 PC1051.and adjusted by the National Geodetic Survey in October 1991.
 PC1051
 PC1051.The NAVD 88 height was computed by applying the VERTCON shift value to
 PC1051.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PC1051
 PC1051.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC1051
 PC1051.The geoid height was determined by GEOID03.
 PC1051
 PC1051;                    North         East     Units Scale Factor Converg.
 PC1051;SPC OR S     -   153,531.936 1,232,773.125   MT  0.99989883   -2 14 34.6
 PC1051;SPC OR S     -   503,713.70  4,044,531.25   iFT  0.99989883   -2 14 34.6
 PC1051;UTM  10      - 4,761,299.795   436,549.797   MT  0.99964953   -0 31 51.4
 PC1051
 PC1051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC1051!SPC OR S     -   0.99984600  x   0.99989883  =   0.99974485
 PC1051!UTM  10      -   0.99984600  x   0.99964953  =   0.99949559
 PC1051
 PC1051:                Primary Azimuth Mark                     Grid Az
 PC1051:SPC OR S     -  CAMAS 2 AZ MK                            083 29 39.3
 PC1051:UTM  10      -  CAMAS 2 AZ MK                            081 46 56.1
 PC1051
 PC1051|---------------------------------------------------------------------|
 PC1051| PID    Reference Object                     Distance      Geod. Az  |
 PC1051|                                                           dddmmss.s |
 PC1051| CD9166 CAMAS 2 AZ MK                                      0811504.7 |
 PC1051| PC1053 CAMAS KENYON                         22.048 METERS 14846     |
 PC1051| CD9169 CAMAS 2 RM 3                         11.545 METERS 16024     |
 PC1051| CD9167 CAMAS 2 RM 1                         10.600 METERS 18806     |
 PC1051| CD9168 CAMAS 2 RM 2                         10.455 METERS 26641     |
 PC1051|---------------------------------------------------------------------|
 PC1051
 PC1051                          SUPERSEDED SURVEY CONTROL
 PC1051
 PC1051  NAD 83(1986)-  43 00 06.18274(N)    123 46 42.52074(W) AD(       ) 2
 PC1051  NAD 27      -  43 00 06.77100(N)    123 46 38.21500(W) AD(       ) 2
 PC1051  NGVD 29 (07/19/86) 1005.3    (m)         3298.     (f) VERT ANG    3  
 PC1051
 PC1051.Superseded values are not recommended for survey control.
 PC1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC1051.See file dsdata.txt to determine how the superseded data were derived.
 PC1051
 PC1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN3655061300(NAD 83)
 PC1051_MARKER: Z = SEE DESCRIPTION
 PC1051_SETTING: 0 = UNSPECIFIED SETTING
 PC1051
 PC1051  HISTORY     - Date     Condition        Report By
 PC1051  HISTORY     - 1942     MONUMENTED       CGS
 PC1051  HISTORY     - 1953     SEE DESCRIPTION  CGS
 PC1051  HISTORY     - 1970     SEE DESCRIPTION  NGS
 PC1051
 PC1051                          STATION DESCRIPTION
 PC1051
 PC1051'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (EHB)
 PC1051'STATION CAMAS WAS NOT RECOVERED.
 PC1051'
 PC1051'THE STATION IS UNDER THE CENTER OF THE KENYON MOUNTAIN LOOKOUT
 PC1051'TOWER, ON THE HIGHEST POINT OF A PEAK WHICH LIES ABOUT 5-1/2
 PC1051'MILES WSW OF CAMAS VALLEY AND 2-1/2 MILES NE OF THE BRADFORD
 PC1051'GUARD STATION.
 PC1051'
 PC1051'THE SURFACE MARK IS A BRONZE DISK CEMENTED IN THE TOP OF A
 PC1051'CONCRETE POST WHICH PROJECTS 2 INCHES.  THE MARK IS UNDER THE
 PC1051'CENTER OF THE TOWER, STAMPED CAMAS 2 1942.
 PC1051'
 PC1051'UNDERGROUND MARK IS A BRONZE DISK SET IN CONCRETE, AS DESCRIBED
 PC1051'IN NOTE 7A.
 PC1051'
 PC1051'REFERENCE MARK NO.1 IS S AND ABOUT THE SAME HEIGHT AS THE
 PC1051'STATION MARK.  IT IS A BRONZE DISK IN THE TOP OF A CONCRETE POST
 PC1051'WHICH PROJECTS 2 INCHES AND IS STAMPED CAMAS 2 NO.1 1942.
 PC1051'
 PC1051'REFERENCE MARK NO.2 IS W BY S AND APPROXIMATELY THE SAME HEIGHT
 PC1051'AS THE STATION MARK.  IT IS A BRONZE DISK CEMENTED IN THE TOP
 PC1051'OF A CONCRETE POST WHICH PROJECTS 3 INCHES AND IS STAMPED CAMAS
 PC1051'2 NO.2 1942.
 PC1051'
 PC1051'A U.S.G.S. MARK IS SE BY S AND ABOUT THE SAME HEIGHT AS THE
 PC1051'STATION MARK.  IT IS A COPPER BOLT, 1-INCH IN DIAMETER, IN THE
 PC1051'BASE OF AN OLD TREE STUMP WHICH IS 17 FEET W OF A HOUSE AND 3
 PC1051'FEET N OF A WOOD SHED.  IT IS STAMPED U.S.G.S. WITH A TRIANGLE
 PC1051'IN THE CENTER.
 PC1051'
 PC1051'THE AZIMUTH MARK IS 3-1/2 MILES ENE OF THE STATION, 1.7 MILES
 PC1051'SW OF CAMAS VALLEY BY ROAD, 33 FEET SE OF HIGHWAY 42, 1 FOOT NW
 PC1051'OF A FENCE, AND 12 FEET NE OF A DRIVEWAY TO THE JOHN STANDLY
 PC1051'FARM.  THE MARK IS A BRONZE DISK IN THE TOP OF A CONCRETE POST
 PC1051'WHICH PROJECTS 3 INCHES AND IS STAMPED CAMAS 2 1942.
 PC1051'
 PC1051'TO REACH FROM MYRTLE POINT GO E ON STATE HIGHWAY 42 FOR 30 MILES
 PC1051'TO THE BRADFORD GUARD STATION AND A SMALL SAWMILL ON THE
 PC1051'RIGHT.  CONTINUE ON THE HIGHWAY 42 FOR 1.2 MILES TO A ROAD
 PC1051'LEADING UPHILL TO THE LEFT.  THIS POINT IS ABOUT 3-1/2 MILES W
 PC1051'OF CAMAS VALLEY.  TURN LEFT AND FOLLOW THE ROAD UPHILL 3.7 MILES
 PC1051'TO FORKS.  TAKE THE RIGHT FORK 1.7 MILES TO AN OLD CABIN ON THE
 PC1051'LEFT AND A ROAD LEADING RIGHT UP A STEEP HILL.  TURN RIGHT UP
 PC1051'THE STEEP ROAD, GO E AND SE 0.4 MILE TO THE KENYON MOUNTAIN
 PC1051'LOOKOUT TOWER AND THE STATION.  A DRIVE STATION.
 PC1051'
 PC1051'OBSERVATIONS WERE MADE FROM A 4-FOOT TRIPOD IN THE LOOKOUT
 PC1051'TOWER.  THE DISTANCE FROM THE TOP OF THE TRIPOD TO THE MARK WAS
 PC1051'101.829 FEET.
 PC1051
 PC1051                          STATION RECOVERY (1953)
 PC1051
 PC1051'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CTH)
 PC1051'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 PC1051'IN GOOD CONDITION EXCEPT THE U.S. GEOLOGICAL SURVEY MARK.  IT
 PC1051'HAS BEEN DESTROYED.  THE ORIGINAL DESCRIPTION IS CORRECT AND
 PC1051'ADEQUATE.
 PC1051
 PC1051                          STATION RECOVERY (1970)
 PC1051
 PC1051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 PC1051'THE STATION MARK, REFERENCE MARK NO. 2, AND THE AZIMUTH MARK
 PC1051'WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 1 HAD BEEN
 PC1051'DESTROYED.  REFERENCE MARK NO. 3 WAS ESTABLISHED.  LINE OF SIGHT
 PC1051'WAS NOT CLEARED TO THE AZIMUTH MARK.  LANDMARKS HAVE CHANGED.  A
 PC1051'NEW AND COMPLETE DESCRIPTION FOLLOWS.
 PC1051'
 PC1051'THE STATION IS 5 MILES WEST-SOUTHWEST OF CAMAS VALLEY, AND 3
 PC1051'MILES NORTH OF STATE HIGHWAY 42 ON A WOODED SUMMIT WHICH HAS
 PC1051'SEVERAL INSTALLATIONS ON IT.
 PC1051'
 PC1051'TO REACH THE STATION FROM THE CAMAS VALLEY POST OFFICE GO
 PC1051'SOUTHWEST ON STATE HIGHWAY 42 FOR 1.9 MILES TO THE AZIMUTH MARK
 PC1051'ON THE LEFT.  CONTINUE SOUTHWEST ON STATE HIGHWAY 42 FOR 1.9
 PC1051'MILES TO A MACADAM ROAD RIGHT, AND SIGN, SIGNAL TREE L O, TURN
 PC1051'RIGHT AS PER SIGN, AND GO NORTHWEST, AND WEST ON THE MACADAM ROAD
 PC1051'FOR 5.2 MILES TO A FORK, AND SIGN, SIGNAL TREE L O, TAKE THE
 PC1051'LEFT FORK AS PER SIGN, LEAVING THE MACADAM ROAD, AND GO
 PC1051'NORTHWEST ON THE GRAVELED ROAD FOR 0.7 MILE TO A T INTERSECTION
 PC1051'IN A SADDLE, TURN RIGHT, UPGRADE, AND GO EAST FOR 0.3
 PC1051'MILE TO THE STATION UNDER THE LOOKOUT TOWER AT THE END OF
 PC1051'THE ROAD.
 PC1051'
 PC1051'THE STATION MARK, STAMPED CAMAS 2 1942, IS A STANDARD DISK SET
 PC1051'IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES,
 PC1051'36 FEET NORTH-NORTHWEST OF POLE NO. 1 F 1-100, 12 FEET NORTHEAST
 PC1051'OF THE SOUTHEAST CORNER OF A CINDER BLOCK BUILDING, AND 1 FOOT
 PC1051'EAST OF A METAL WITNESS POST.  (NOTE 1A AND 7A)
 PC1051'
 PC1051'REFERENCE MARK NO. 2, STAMPED CAMAS 2 NO 2 1942, IS A STANDARD
 PC1051'DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3
 PC1051'INCHES, 33 FEET WEST OF THE WITNESS POST, 30 FEET EAST OF A
 PC1051'POWER POLE WITH A TRANSFORMER, 16 FEET WEST OF THE SOUTHWEST
 PC1051'CORNER OF A CINDER BLOCK BUILDING, AND 9 FEET WEST OF THE CENTER
 PC1051'OF THE TRACK ROAD.  (NOTE 11A)
 PC1051'
 PC1051'REFERENCE MARK NO. 3, STAMPED CAMAS 2 1942 NO 3 1970, IS A
 PC1051'STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT
 PC1051'PROJECTS 5 INCHES, 38 FEET SOUTH-SOUTHEAST OF THE WITNESS POST,
 PC1051'38 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE CINDER BLOCK
 PC1051'BUILDING, 12 FEET SOUTH OF THE CENTER OF THE ROAD, AND 5 FEET
 PC1051'EAST-SOUTHEAST OF POLE NO 1 F 1-100.  (NOTE 11A)
 PC1051'
 PC1051'THE DISTANCE BETWEEN R.M. NO. 2, AND R.M. NO. 3 IS 57.71 FEET.
 PC1051'
 PC1051'THE AZIMUTH MARK, STAMPED CAMAS 2 1942, IS A STANDARD DISK SET
 PC1051'IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT
 PC1051'IS IN A TRIANGLE FORMED BY THE HIGHWAY, AND TWO DRIVEWAYS FROM
 PC1051'A SET OF RANCH BUILDINGS, 300 FEET NORTHEAST OF MILE POST NO. 54,
 PC1051'66 FEET SOUTHWEST OF A POWER POLE WITH A TRANSFORMER ON IT, 62
 PC1051'FEET SOUTHEAST OF JOHN STANDLEYS MAIL BOX, 32 FEET SOUTHEAST OF
 PC1051'THE CENTER OF STATE HIGHWAY 42, 12 FEET EAST OF THE CENTER OF A
 PC1051'DRIVEWAY, AND 1 FOOT NORTH OF A METAL WITNESS POST.  (NOTE
 PC1051'16A)
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC1053 ***********************************************************************
 PC1053  DESIGNATION -  CAMAS KENYON
 PC1053  PID         -  PC1053
 PC1053  STATE/COUNTY-  OR/COOS
 PC1053  USGS QUAD   -  KENYON MOUNTAIN (1990)
 PC1053
 PC1053                         *CURRENT SURVEY CONTROL
 PC1053  ___________________________________________________________________
 PC1053* NAD 83(1991)-  43 00 05.58123(N)    123 46 41.98848(W)     ADJUSTED  
 PC1053* NAVD 88     -       997.     (meters)    3271.     (feet)  SCALED    
 PC1053  ___________________________________________________________________
 PC1053  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 PC1053  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 PC1053  HORZ ORDER  -  SECOND
 PC1053
 PC1053.The horizontal coordinates were established by classical geodetic methods
 PC1053.and adjusted by the National Geodetic Survey in October 1991.
 PC1053
 PC1053.The orthometric height was scaled from a topographic map.
 PC1053
 PC1053.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC1053
 PC1053.The geoid height was determined by GEOID03.
 PC1053
 PC1053;                    North         East     Units Scale Factor Converg.
 PC1053;SPC OR S     -   153,512.652 1,232,783.808   MT  0.99989884   -2 14 34.3
 PC1053;SPC OR S     -   503,650.43  4,044,566.30   iFT  0.99989884   -2 14 34.3
 PC1053;UTM  10      - 4,761,280.844   436,561.049   MT  0.99964951   -0 31 51.1
 PC1053
 PC1053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC1053!SPC OR S     -   0.99984746  x   0.99989884  =   0.99974632
 PC1053!UTM  10      -   0.99984746  x   0.99964951  =   0.99949703
 PC1053
 PC1053                          SUPERSEDED SURVEY CONTROL
 PC1053
 PC1053  NAD 83(1986)-  43 00 05.57179(N)    123 46 42.01604(W) AD(       ) 2
 PC1053  NAD 27      -  43 00 06.16000(N)    123 46 37.71000(W) AD(       ) 2
 PC1053
 PC1053.Superseded values are not recommended for survey control.
 PC1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC1053.See file dsdata.txt to determine how the superseded data were derived.
 PC1053
 PC1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN3656161281(NAD 83)
 PC1053
 PC1053  HISTORY     - Date     Condition        Report By
 PC1053  HISTORY     - 1896     MONUMENTED       USGS
 PC1053  HISTORY     - 1935     SEE DESCRIPTION  ORGS
 PC1053
 PC1053                          STATION DESCRIPTION
 PC1053
 PC1053'DESCRIBED BY OREGON GEODETIC SURVEY 1935
 PC1053'THIS STATION IS ON SUMMIT OF KENYON MOUNTAIN, ELEVATION 3266
 PC1053'FEET, S POINT OF HIGH RIDGE WHICH LIES TO SW OF CAMAS
 PC1053'VALLEY.  TRAIL EXTENDS FROM VALLEY TO SUMMIT.  STATION IS MARKED
 PC1053'BY A COPPER BOLT IN NE BASE OF A LONE FIR TREE, REPORTED IN GOOD
 PC1053'CONDITION IN 1935.
 PC1053'
 PC1053'IN 1906 U.S.C. AND G.S. ESTABLISHED STATION CAMAS 5.98 METERS
 PC1053'(19.6 FEET) N OF THIS STATION IN AZIMUTH 173 DEG 46 MIN.  U.S.C. AND
 PC1053'G.S. STATION NOT MARKED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1536 ***********************************************************************
 OA1536  DESIGNATION -  CAMEL
 OA1536  PID         -  OA1536
 OA1536  STATE/COUNTY-  OR/COOS
 OA1536  USGS QUAD   -  EMPIRE (1970)
 OA1536
 OA1536                         *CURRENT SURVEY CONTROL
 OA1536  ___________________________________________________________________
 OA1536* NAD 83(1991)-  43 24 02.29000(N)    124 17 43.76881(W)     ADJUSTED  
 OA1536* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 OA1536  ___________________________________________________________________
 OA1536  LAPLACE CORR-          16.73  (seconds)                    DEFLEC99
 OA1536  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 OA1536  HORZ ORDER  -  THIRD
 OA1536
 OA1536.The horizontal coordinates were established by classical geodetic methods
 OA1536.and adjusted by the National Geodetic Survey in October 1991.
 OA1536
 OA1536.The orthometric height was scaled from a topographic map.
 OA1536
 OA1536.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1536
 OA1536.The geoid height was determined by GEOID03.
 OA1536
 OA1536;                    North         East     Units Scale Factor Converg.
 OA1536;SPC OR S     -   199,579.847 1,192,665.459   MT  0.99990279   -2 35 48.0
 OA1536;SPC OR S     -   654,789.52  3,912,944.42   iFT  0.99990279   -2 35 48.0
 OA1536;UTM  10      - 4,806,121.275   395,094.765   MT  0.99973537   -0 53 24.7
 OA1536
 OA1536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1536!SPC OR S     -   1.00000173  x   0.99990279  =   0.99990452
 OA1536!UTM  10      -   1.00000173  x   0.99973537  =   0.99973710
 OA1536
 OA1536                          SUPERSEDED SURVEY CONTROL
 OA1536
 OA1536  NAD 83(1986)-  43 24 02.28718(N)    124 17 43.81634(W) AD(       ) 3
 OA1536  NAD 27      -  43 24 02.87400(N)    124 17 39.39300(W) AD(       ) 3
 OA1536
 OA1536.Superseded values are not recommended for survey control.
 OA1536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1536.See file dsdata.txt to determine how the superseded data were derived.
 OA1536
 OA1536_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCP9509506121(NAD 83)
 OA1536
 OA1536  HISTORY     - Date     Condition        Report By
 OA1536  HISTORY     - 1928     MONUMENTED       CGS
 OA1536  HISTORY     - 19940802 MARK NOT FOUND   USPSQD
 OA1536
 OA1536                          STATION DESCRIPTION
 OA1536
 OA1536'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (GLB)
 OA1536'THE STATION IS ON THE HIGHEST PART OF A BARE SAND RIDGE.  TEMPORARY
 OA1536'STATION, NOT RECOVERABLE.  MARKED BY A 2 IN X 4 IN STAKE.
 OA1536
 OA1536                          STATION RECOVERY (1994)
 OA1536
 OA1536'RECOVERY NOTE BY US POWER SQUADRON 1994
 OA1536'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1168 ***********************************************************************
 NZ1168  DESIGNATION -  CAMEL HUMP
 NZ1168  PID         -  NZ1168
 NZ1168  STATE/COUNTY-  OR/JACKSON
 NZ1168  USGS QUAD   -  MC LEOD (1988)
 NZ1168
 NZ1168                         *CURRENT SURVEY CONTROL
 NZ1168  ___________________________________________________________________
 NZ1168* NAD 83(1991)-  42 38 23.99449(N)    122 44 03.73212(W)     ADJUSTED  
 NZ1168* NAVD 88     -       946.0    (meters)    3104.     (feet)  VERTCON   
 NZ1168  ___________________________________________________________________
 NZ1168  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 NZ1168  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 NZ1168  HORZ ORDER  -  SECOND
 NZ1168
 NZ1168.The horizontal coordinates were established by classical geodetic methods
 NZ1168.and adjusted by the National Geodetic Survey in October 1991.
 NZ1168
 NZ1168.The NAVD 88 height was computed by applying the VERTCON shift value to
 NZ1168.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NZ1168
 NZ1168.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ1168
 NZ1168.The geoid height was determined by GEOID03.
 NZ1168
 NZ1168;                    North         East     Units Scale Factor Converg.
 NZ1168;SPC OR S     -   110,565.031 1,316,780.566   MT  0.99993689   -1 31 43.1
 NZ1168;SPC OR S     -   362,746.16  4,320,146.21   iFT  0.99993689   -1 31 43.1
 NZ1168;UTM  10      - 4,720,872.695   521,777.039   MT  0.99960583   +0 10 47.8
 NZ1168
 NZ1168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NZ1168!SPC OR S     -   0.99985542  x   0.99993689  =   0.99979232
 NZ1168!UTM  10      -   0.99985542  x   0.99960583  =   0.99946131
 NZ1168
 NZ1168:                Primary Azimuth Mark                     Grid Az
 NZ1168:SPC OR S     -  MIKE                                     067 55 32.2
 NZ1168:UTM  10      -  MIKE                                     066 13 01.3
 NZ1168
 NZ1168|---------------------------------------------------------------------|
 NZ1168| PID    Reference Object                     Distance      Geod. Az  |
 NZ1168|                                                           dddmmss.s |
 NZ1168| NZ1166 MIKE                                APPROX. 5.5 KM 0662349.1 |
 NZ1168| CD9170 CAMEL HUMP RM 1                       9.966 METERS 10612     |
 NZ1168| CD9171 CAMEL HUMP RM 2                      12.154 METERS 21231     |
 NZ1168|---------------------------------------------------------------------|
 NZ1168
 NZ1168                          SUPERSEDED SURVEY CONTROL
 NZ1168
 NZ1168  NAD 83(1986)-  42 38 23.98717(N)    122 44 03.74609(W) AD(       ) 2
 NZ1168  NAD 27      -  42 38 24.53413(N)    122 43 59.59792(W) AD(       ) 2
 NZ1168  NGVD 29 (07/19/86)  944.9    (m)         3100.     (f) VERT ANG    3  
 NZ1168
 NZ1168.Superseded values are not recommended for survey control.
 NZ1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1168.See file dsdata.txt to determine how the superseded data were derived.
 NZ1168
 NZ1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN2177720873(NAD 83)
 NZ1168_MARKER: DD = SURVEY DISK
 NZ1168_SETTING: 66 = SET IN ROCK OUTCROP
 NZ1168_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 NZ1168
 NZ1168  HISTORY     - Date     Condition        Report By
 NZ1168  HISTORY     - 1972     MONUMENTED       OR-029
 NZ1168
 NZ1168                          STATION DESCRIPTION
 NZ1168
 NZ1168'DESCRIBED BY JACKSON COUNTY OREGON 1972 (LFS)
 NZ1168'THE STATION IS 2-1/2 MILES NORTHEAST OF SHADY COVE, AND 2 MILES
 NZ1168'EAST-SOUTHEAST OF THE JUNCTION OF STATE HIGHWAYS 62, AND 227, ON
 NZ1168'GOVERNMENT OWNED LAND.
 NZ1168'
 NZ1168'TO REACH THE STATION FROM THE SHADY COVE POST OFFICE GO NORTH ON
 NZ1168'STATE HIGHWAY 62 FOR 2.1 MILES TO THE JUNCTION WITH STATE HIGHWAY
 NZ1168'227.  CONTINUE NORTHEAST ON STATE HIGHWAY 62 FOR 6.9 MILES TO POWER
 NZ1168'HOUSE ROAD ON THE RIGHT, TURN RIGHT ON POWER HOUSE ROAD, AND GO
 NZ1168'SOUTH, AND EAST FOR 0.9 MILE TO THE BRIDGE OVER THE ROGUE RIVER,
 NZ1168'CROSS THE BRIDGE, AND GO SOUTH FOR 0.8 MILE TO CROWFOOT ROAD ON
 NZ1168'THE RIGHT, TURN RIGHT, AND GO SOUTH ON CROWFOOT ROAD FOR 1.8 MILES
 NZ1168'TO A TRACK ROAD RIGHT, JUST AFTER CROSSING A CATTLE GUARD, TURN
 NZ1168'RIGHT, AND GO SOUTHWEST FOR 0.1 MILE TO A GATE.  PASS THRU THE
 NZ1168'GATE, AND CONTINUE SOUTHWESTERLY FOR 0.8 MILE TO A FORK,
 NZ1168'TAKE THE LEFT FORK AS PER SIGN, BEAR MT. FIRE ROAD, AND GO 0.3
 NZ1168'MILE TO A GATE.  PASS THRU THE GATE, AND GO SOUTHWESTERLY
 NZ1168'FOR 0.7 MILE TO A FORK, TAKE THE LEFT FORK, AND GO SOUTHWEST FOR
 NZ1168'0.65 MILE TO A FORK, TAKE THE RIGHT FORK, AND GO SOUTH FOR
 NZ1168'0.2 MILE TO THE END OF TRUCK TRAVEL.  FROM HERE THE STATION
 NZ1168'HILL IS VISIBLE TO THE NORTHWEST.  PACK NORTHWEST FOR 20
 NZ1168'MINUTES TO THE FIRST SUMMIT, AND STATION.
 NZ1168'
 NZ1168'THE STATION MARK, STAMPED CAMEL HUMP 1964 PORTLAND DIST., IS A
 NZ1168'U.S. ENGINEERS DISK CEMENTED IN A DRILL HOLE IN BEDROCK THAT
 NZ1168'PROJECTS 1 FOOT.  IT IS ON THE NORTHEAST END OF THE SUMMIT, ON A
 NZ1168'NORTHEAST-SOUTHWEST ROCK RIDGE, 24 FEET NORTHEAST OF A LONE OAK
 NZ1168'TREE.
 NZ1168'
 NZ1168'REFERENCE MARK NO. 1, STAMPED CAMEL HUMP 1964 RM NO 1 1972, IS A
 NZ1168'JACKSON COUNTY CONTROL DISK CEMENTED IN A DRILL HOLE IN BEDROCK
 NZ1168'THAT PROJECTS 8 INCHES, 53 FEET SOUTHEAST OF THE LONE OAK TREE, AND
 NZ1168'5 FEET LOWER THAN THE STATION.
 NZ1168'
 NZ1168'REFERENCE MARK NO. 2, STAMPED CAMEL HUMP 1964 RM NO 2 1972, IS A
 NZ1168'JACKSON COUNTY CONTROL DISK CEMENTED IN A DRILL HOLE IN BEDROCK
 NZ1168'THAT PROJECTS 1 FOOT, 21 FEET SOUTHWEST OF THE LONE OAK TREE, AND
 NZ1168'2-1/2 FEET HIGHER THAN THE STATION.
 NZ1168'
 NZ1168'TRIANGULATION STATION MIKE (USE) MAY BE USED FOR THE AZIMUTH
 NZ1168'MARK.  SEE DESCRIPTION THEREOF.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1357 ***********************************************************************
 NZ1357  DESIGNATION -  CAMERA POINT 33.S1 E 38
 NZ1357  PID         -  NZ1357
 NZ1357  STATE/COUNTY-  OR/JACKSON
 NZ1357  USGS QUAD   -  MC LEOD (1988)
 NZ1357
 NZ1357                         *CURRENT SURVEY CONTROL
 NZ1357  ___________________________________________________________________
 NZ1357* NAD 83(1986)-  42 39 36.     (N)    122 42 50.     (W)     SCALED    
 NZ1357* NAVD 88     -       466.59   (meters)    1530.8    (feet)  RESET     
 NZ1357  ___________________________________________________________________
 NZ1357  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 NZ1357  VERT ORDER  -  THIRD
 NZ1357
 NZ1357.The horizontal coordinates were scaled from a topographic map and have
 NZ1357.an estimated accuracy of +/- 6 seconds.
 NZ1357
 NZ1357.The orthometric height was computed from unverified reset data.
 NZ1357.No vertical observational check was made to the station.
 NZ1357
 NZ1357.The geoid height was determined by GEOID03.
 NZ1357
 NZ1357;                    North         East    Units  Estimated Accuracy
 NZ1357;SPC OR S     -   112,740.    1,318,520.      MT  (+/- 180 meters Scaled)
 NZ1357
 NZ1357                          SUPERSEDED SURVEY CONTROL
 NZ1357
 NZ1357  NGVD 29 (10/26/06)  465.54   (m)         1527.4    (f) RESET       3  
 NZ1357
 NZ1357.Superseded values are not recommended for survey control.
 NZ1357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1357.See file dsdata.txt to determine how the superseded data were derived.
 NZ1357
 NZ1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN234230(NAD 83)
 NZ1357_MARKER: DD = SURVEY DISK
 NZ1357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ1357_SP_SET: CONCRETE POST
 NZ1357_STAMPING: CAMERA POINT 33.S1 E 38 1986
 NZ1357_MARK LOGO: USFS  
 NZ1357_MAGNETIC: N = NO MAGNETIC MATERIAL
 NZ1357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ1357+STABILITY: SURFACE MOTION
 NZ1357
 NZ1357  HISTORY     - Date     Condition        Report By
 NZ1357  HISTORY     - 1986     MONUMENTED       NGS
 NZ1357  HISTORY     - 19890912 GOOD             NGS
 NZ1357
 NZ1357                          STATION DESCRIPTION
 NZ1357
 NZ1357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NZ1357'5.6 MILES (9.0 KM) NORTHEAST ALONG THE CRATER LAKE HIGHWAY FROM
 NZ1357'TRAIL. FROM THE INTERSECTION OF ELK CREEK ROAD AND HIGHWAY 62 GO EAST
 NZ1357'ON HIGHWAY 62 FOR 2.4 MILES (3.9 KM) TO THE MARK ON THE RIGHT, ABOUT
 NZ1357'65.6 FEET (20.0 M) SOUTH OF THE CENTERLINE OF THE ROAD, 19.7 FEET
 NZ1357'(6.0 M) SOUTHWEST OF THE NORTHEAST CORNER OF A FENCED GRAVEL STOCK
 NZ1357'YARD, 35.1 FEET (10.7 M) NORTH OF A POWER POLE THAT IS IN THE GRAVEL
 NZ1357'STOCKPILE YARD, 10.5 FEET (3.2 M) WEST OF THE WEST END OF AN
 NZ1357'EAST-WEST RIGHT OF WAY FENCE, AND 1.6 FEET (0.5 M) NORTH OF A WITNESS
 NZ1357'POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1895 ***********************************************************************
 RD1895  DESIGNATION -  CAMP
 RD1895  PID         -  RD1895
 RD1895  STATE/COUNTY-  OR/TILLAMOOK
 RD1895  USGS QUAD   -  NESTUCCA BAY (1985)
 RD1895
 RD1895                         *CURRENT SURVEY CONTROL
 RD1895  ___________________________________________________________________
 RD1895* NAD 83(1991)-  45 09 05.41926(N)    123 58 24.60387(W)     ADJUSTED  
 RD1895* NAVD 88     -        37.     (meters)     121.     (feet)  SCALED    
 RD1895  ___________________________________________________________________
 RD1895  LAPLACE CORR-          19.52  (seconds)                    DEFLEC99
 RD1895  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 RD1895  HORZ ORDER  -  SECOND
 RD1895
 RD1895.The horizontal coordinates were established by classical geodetic methods
 RD1895.and adjusted by the National Geodetic Survey in October 1991.
 RD1895
 RD1895.The orthometric height was scaled from a topographic map.
 RD1895
 RD1895.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1895
 RD1895.The geoid height was determined by GEOID03.
 RD1895
 RD1895;                    North         East     Units Scale Factor Converg.
 RD1895;SPC OR N     -   170,867.540 2,226,961.080   MT  0.99989463   -2 27 48.1
 RD1895;SPC OR N     -   560,589.04  7,306,302.76   iFT  0.99989463   -2 27 48.1
 RD1895;UTM  10      - 5,000,241.878   423,475.712   MT  0.99967200   -0 41 24.8
 RD1895
 RD1895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1895!SPC OR N     -   0.99999779  x   0.99989463  =   0.99989242
 RD1895!UTM  10      -   0.99999779  x   0.99967200  =   0.99966979
 RD1895
 RD1895:                Primary Azimuth Mark                     Grid Az
 RD1895:SPC OR N     -  PORTERS POINT                            037 01 10.0
 RD1895:UTM  10      -  PORTERS POINT                            035 14 46.7
 RD1895
 RD1895|---------------------------------------------------------------------|
 RD1895| PID    Reference Object                     Distance      Geod. Az  |
 RD1895|                                                           dddmmss.s |
 RD1895| RD1888 PORTERS POINT                       400.183 METERS 0343321.9 |
 RD1895| RD1896 LAKE                                APPROX. 2.8 KM 1883551.1 |
 RD1895|---------------------------------------------------------------------|
 RD1895
 RD1895                          SUPERSEDED SURVEY CONTROL
 RD1895
 RD1895  NAD 83(1986)-  45 09 05.45201(N)    123 58 24.61279(W) AD(       ) 2
 RD1895  NAD 27      -  45 09 06.05945(N)    123 58 20.21249(W) AD(       ) 2
 RD1895
 RD1895.Superseded values are not recommended for survey control.
 RD1895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1895.See file dsdata.txt to determine how the superseded data were derived.
 RD1895
 RD1895_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR2347600242(NAD 83)
 RD1895_MARKER: Z = SEE DESCRIPTION
 RD1895_SETTING: 0 = UNSPECIFIED SETTING
 RD1895_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD1895
 RD1895  HISTORY     - Date     Condition        Report By
 RD1895  HISTORY     - 1964     MONUMENTED       ORDT
 RD1895
 RD1895                          STATION DESCRIPTION
 RD1895
 RD1895'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1964 (PAS)
 RD1895'THE STATION IS ABOUT 1 MILE SOUTHWEST OF ORETOWN ON PASTURE LAND
 RD1895'OWNED BY MR. W. C. OTZEN.
 RD1895'
 RD1895'TO REACH THE STATION FROM THE ORETOWN CHEESE FACTORY GO SOUTHWEST
 RD1895'ON U.S. HIGHWAY 101 FOR 0.7 MILE TO WI-NE-MA ROAD ON THE RIGHT,
 RD1895'TURN RIGHT AND GO SOUTHWEST ON WI-NE-MA ROAD FOR 0.3 MILE TO A
 RD1895'GRAVELED ROAD ON THE RIGHT, TURN RIGHT AND FOLLOW THE GRAVELED
 RD1895'ROAD WESTERLY, UPGRADE AND AROUND THE CROWN OF THE HILL TO A GATE
 RD1895'JUST NORTHWEST OF A GROUP OF HOUSES, PASS THRU GATE AND FOLLOW
 RD1895'THE DIRT ROAD NORTH FOR 0.2 MILE TO THE STATION ON THE LEFT.
 RD1895'
 RD1895'THE STATION MARK, STAMPED CAMP USC AND GS 1964, IS AN OREGON STATE
 RD1895'HIGHWAY DEPT. STANDARD DISK SET IN THE TOP OF A CONCRETE MONUMENT
 RD1895'THAT IS 8 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS ABOUT 170
 RD1895'FEET SOUTHEAST OF A HUGE BOULDER WITH SOME GRASS ON THE TOP, (THIS
 RD1895'BOULDER IS SURROUNDED BY WATER AT HIGH TIDE), 150 FEET WEST OF
 RD1895'THE CENTER OF THE DIRT ROAD, 24 FEET EAST OF THE EDGE OF THE
 RD1895'BLUFF, 25 FEET SOUTHEAST OF A WOODEN STAKE WITH A NAIL IN THE
 RD1895'TOP AND 24 FEET NORTH OF A METAL ANCHOR.
 RD1895'
 RD1895'THERE WERE NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1211 ***********************************************************************
 OA1211  DESIGNATION -  CAMP
 OA1211  PID         -  OA1211
 OA1211  STATE/COUNTY-  OR/DOUGLAS
 OA1211  USGS QUAD   -  WINCHESTER BAY (1985)
 OA1211
 OA1211                         *CURRENT SURVEY CONTROL
 OA1211  ___________________________________________________________________
 OA1211* NAD 83(1991)-  43 44 41.93827(N)    124 09 17.02733(W)     ADJUSTED  
 OA1211* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 OA1211  ___________________________________________________________________
 OA1211  LAPLACE CORR-          14.24  (seconds)                    DEFLEC99
 OA1211  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 OA1211  HORZ ORDER  -  THIRD
 OA1211
 OA1211.The horizontal coordinates were established by classical geodetic methods
 OA1211.and adjusted by the National Geodetic Survey in October 1991.
 OA1211
 OA1211.The orthometric height was scaled from a topographic map.
 OA1211
 OA1211.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1211
 OA1211.The geoid height was determined by GEOID03.
 OA1211
 OA1211;                    North         East     Units Scale Factor Converg.
 OA1211;SPC OR S     -   237,291.680 1,205,724.968   MT  0.99994519   -2 30 01.3
 OA1211;SPC OR S     -   778,516.01  3,955,790.58   iFT  0.99994519   -2 30 01.3
 OA1211;UTM  10      - 4,844,197.150   407,024.662   MT  0.99970632   -0 47 54.6
 OA1211
 OA1211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1211!SPC OR S     -   1.00000347  x   0.99994519  =   0.99994866
 OA1211!UTM  10      -   1.00000347  x   0.99970632  =   0.99970979
 OA1211
 OA1211:                Primary Azimuth Mark                     Grid Az
 OA1211:SPC OR S     -  SPIT                                     135 55 24.5
 OA1211:UTM  10      -  SPIT                                     134 13 17.8
 OA1211
 OA1211|---------------------------------------------------------------------|
 OA1211| PID    Reference Object                     Distance      Geod. Az  |
 OA1211|                                                           dddmmss.s |
 OA1211| OA1203 SPIT                                APPROX. 1.6 KM 1332523.2 |
 OA1211|---------------------------------------------------------------------|
 OA1211
 OA1211                          SUPERSEDED SURVEY CONTROL
 OA1211
 OA1211  NAD 83(1986)-  43 44 41.94198(N)    124 09 17.07582(W) AD(       ) 3
 OA1211  NAD 27      -  43 44 42.52400(N)    124 09 12.66400(W) AD(       ) 3
 OA1211
 OA1211.Superseded values are not recommended for survey control.
 OA1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1211.See file dsdata.txt to determine how the superseded data were derived.
 OA1211
 OA1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP0702544197(NAD 83)
 OA1211_MARKER: Z = SEE DESCRIPTION
 OA1211_SETTING: 0 = UNSPECIFIED SETTING
 OA1211_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OA1211
 OA1211  HISTORY     - Date     Condition        Report By
 OA1211  HISTORY     - 1920     MONUMENTED       CGS
 OA1211  HISTORY     - 1937     SEE DESCRIPTION  USE
 OA1211  HISTORY     - 1948     SEE DESCRIPTION  CGS
 OA1211
 OA1211                          STATION DESCRIPTION
 OA1211
 OA1211'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (OWS)
 OA1211'STATION IS LOCATED ON HIGH-WATER LINE ON WESTERN SHORE OF UMPQUA
 OA1211'RIVER ABOUT 30 METERS S OF SOUTHERN END OF THREEMILE GAP.
 OA1211'
 OA1211'STATION IS MARKED BY A STANDARD HYDROGRAPHIC BRASS DISK SET IN
 OA1211'THE SURFACE OF A HUGE BOULDER ABOUT 3 FEET IN DIAMETER AND
 OA1211'SURROUNDED BY NUMEROUS OTHER SMALLER BOULDERS.
 OA1211
 OA1211                          STATION RECOVERY (1937)
 OA1211
 OA1211'RECOVERY NOTE BY US ENGINEERS 1937
 OA1211'STATION IS ON THE NW BANK OF UMPQUA RIVER ABOUT 2.5 MILES,
 OA1211'AIRLINE, NW OF GARDINER, ABOUT 100 FEET S OF THE S END OF
 OA1211'THREEMILE GAP, AND ON HIGH-WATER LINE.
 OA1211'
 OA1211'STATION IS MARKED BY UNSTAMPED HYDROGRAPHIC DISK SET IN LARGE
 OA1211'BOULDER ABOUT 3 FEET IN DIAMETER, SURROUNDED BY SMALLER BOULDERS.
 OA1211
 OA1211                          STATION RECOVERY (1948)
 OA1211
 OA1211'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RAE)
 OA1211'THE MARK WAS FOUND, HOWEVER, THE ROCK IN WHICH THE STATION WAS
 OA1211'LOCATED HAS DISINTEGRATED AND THE PORTION CONTAINING THE DISK
 OA1211'HAD WASHED DOWN THE BEACH.  SINCE THERE WERE NO REFERENCE
 OA1211'MEASUREMENTS TO ENABLE THIS PARTY TO RESET THE MARK, THE DISK
 OA1211'WAS REMOVED AND THE STATION DESTROYED.  REFERENCE TO THIS
 OA1211'STATION SHOULD BE DELETED FROM ALL RECORDS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1266 ***********************************************************************
 OA1266  DESIGNATION -  CAMP
 OA1266  PID         -  OA1266
 OA1266  STATE/COUNTY-  OR/COOS
 OA1266  USGS QUAD   -  COOS BAY (1975)
 OA1266
 OA1266                         *CURRENT SURVEY CONTROL
 OA1266  ___________________________________________________________________
 OA1266* NAD 83(1991)-  43 21 15.00021(N)    124 12 34.60308(W)     ADJUSTED  
 OA1266* NAVD 88     -        13.     (meters)      43.     (feet)  SCALED    
 OA1266  ___________________________________________________________________
 OA1266  LAPLACE CORR-          14.76  (seconds)                    DEFLEC99
 OA1266  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 OA1266  HORZ ORDER  -  THIRD
 OA1266
 OA1266.The horizontal coordinates were established by classical geodetic methods
 OA1266.and adjusted by the National Geodetic Survey in October 1991.
 OA1266
 OA1266.The orthometric height was scaled from a topographic map.
 OA1266
 OA1266.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1266
 OA1266.The geoid height was determined by GEOID03.
 OA1266
 OA1266;                    North         East     Units Scale Factor Converg.
 OA1266;SPC OR S     -   194,111.073 1,199,386.231   MT  0.99989984   -2 32 16.5
 OA1266;SPC OR S     -   636,847.35  3,934,994.20   iFT  0.99989984   -2 32 16.5
 OA1266;UTM  10      - 4,800,856.044   401,974.256   MT  0.99971820   -0 49 49.7
 OA1266
 OA1266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1266!SPC OR S     -   1.00000196  x   0.99989984  =   0.99990180
 OA1266!UTM  10      -   1.00000196  x   0.99971820  =   0.99972016
 OA1266
 OA1266:                Primary Azimuth Mark                     Grid Az
 OA1266:SPC OR S     -  STREAM                                   261 25 57.9
 OA1266:UTM  10      -  STREAM                                   259 43 31.1
 OA1266
 OA1266|---------------------------------------------------------------------|
 OA1266| PID    Reference Object                     Distance      Geod. Az  |
 OA1266|                                                           dddmmss.s |
 OA1266| OA1265 STREAM                              APPROX. 0.7 KM 2585341.4 |
 OA1266| OA1267 MARSH 2                             461.309 METERS 2954559.7 |
 OA1266| OA1318 COOS BAY HIGH SCHOOL FLAGPOLE       APPROX. 1.1 KM 3140543.3 |
 OA1266| OA1304 COOS BAY WEA BUR SIGNAL POLE        APPROX. 2.2 KM 3502142.2 |
 OA1266|---------------------------------------------------------------------|
 OA1266
 OA1266                          SUPERSEDED SURVEY CONTROL
 OA1266
 OA1266  NAD 83(1986)-  43 21 14.99684(N)    124 12 34.64875(W) AD(       ) 3
 OA1266  NAD 27      -  43 21 15.59100(N)    124 12 30.24700(W) AD(       ) 3
 OA1266
 OA1266.Superseded values are not recommended for survey control.
 OA1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1266.See file dsdata.txt to determine how the superseded data were derived.
 OA1266
 OA1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP0197400856(NAD 83)
 OA1266
 OA1266  HISTORY     - Date     Condition        Report By
 OA1266  HISTORY     - 1916     MONUMENTED       CGS
 OA1266  HISTORY     - 1948     SEE DESCRIPTION  CGS
 OA1266  HISTORY     - 19940624 MARK NOT FOUND   USPSQD
 OA1266
 OA1266                          STATION DESCRIPTION
 OA1266
 OA1266'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RAE)
 OA1266'A 30-MINUTE SEARCH IN THE AREA INDICATED BY THE GEOGRAPHIC POSITION
 OA1266'REVEALED NO TRACE OF THE MARK.  IT IS RECOMMENDED THAT THIS STATION
 OA1266'BE CLASSIFIED AS LOST.
 OA1266
 OA1266                          STATION RECOVERY (1994)
 OA1266
 OA1266'RECOVERY NOTE BY US POWER SQUADRON 1994
 OA1266'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1098 ***********************************************************************
 NZ1098  DESIGNATION -  CAMP WHITE
 NZ1098  PID         -  NZ1098
 NZ1098  STATE/COUNTY-  OR/JACKSON
 NZ1098  USGS QUAD   -  EAGLE POINT (1983)
 NZ1098
 NZ1098                         *CURRENT SURVEY CONTROL
 NZ1098  ___________________________________________________________________
 NZ1098* NAD 83(1991)-  42 26 11.71663(N)    122 50 26.93810(W)     ADJUSTED  
 NZ1098* NAVD 88     -       405.6    (meters)    1331.     (feet)  VERTCON   
 NZ1098  ___________________________________________________________________
 NZ1098  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 NZ1098  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 NZ1098  HORZ ORDER  -  THIRD
 NZ1098
 NZ1098.The horizontal coordinates were established by classical geodetic methods
 NZ1098.and adjusted by the National Geodetic Survey in October 1991.
 NZ1098
 NZ1098.The NAVD 88 height was computed by applying the VERTCON shift value to
 NZ1098.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NZ1098
 NZ1098.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ1098
 NZ1098.The geoid height was determined by GEOID03.
 NZ1098
 NZ1098;                    North         East     Units Scale Factor Converg.
 NZ1098;SPC OR S     -    88,217.690 1,307,422.700   MT  0.99997560   -1 36 05.3
 NZ1098;SPC OR S     -   289,428.12  4,289,444.55   iFT  0.99997560   -1 36 05.3
 NZ1098;UTM  10      - 4,698,264.208   513,092.732   MT  0.99960211   +0 06 26.7
 NZ1098
 NZ1098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NZ1098!SPC OR S     -   0.99994020  x   0.99997560  =   0.99991581
 NZ1098!UTM  10      -   0.99994020  x   0.99960211  =   0.99954234
 NZ1098
 NZ1098|---------------------------------------------------------------------|
 NZ1098| PID    Reference Object                     Distance      Geod. Az  |
 NZ1098|                                                           dddmmss.s |
 NZ1098| NZ0137 V 58                                  6.954 METERS 03133     |
 NZ1098| NZ1068 MOUNT MCLOUGHLIN=MT PIT LOH         APPROX.43.2 KM 0883944.1 |
 NZ1098| NZ1347 CAMP WHITE AZ MK                                   2284546.5 |
 NZ1098| NZ1348 CAMP WHITE RM 2                       8.813 METERS 23038     |
 NZ1098|---------------------------------------------------------------------|
 NZ1098
 NZ1098                          SUPERSEDED SURVEY CONTROL
 NZ1098
 NZ1098  NAD 83(1986)-  42 26 11.70618(N)    122 50 26.95062(W) AD(       ) 3
 NZ1098  NAD 27      -  42 26 12.25430(N)    122 50 22.80990(W) AD(       ) 3
 NZ1098  NGVD 29 (07/19/86)  404.6    (m)         1327.     (f) VERT ANG    3  
 NZ1098
 NZ1098.Superseded values are not recommended for survey control.
 NZ1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1098.See file dsdata.txt to determine how the superseded data were derived.
 NZ1098
 NZ1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM1309398264(NAD 83)
 NZ1098_MARKER: Z = SEE DESCRIPTION
 NZ1098_SETTING: 0 = UNSPECIFIED SETTING
 NZ1098
 NZ1098  HISTORY     - Date     Condition        Report By
 NZ1098  HISTORY     - 1943     MONUMENTED       CGS
 NZ1098  HISTORY     - 1970     SEE DESCRIPTION  NGS
 NZ1098
 NZ1098                          STATION DESCRIPTION
 NZ1098
 NZ1098'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (JCS)
 NZ1098'STATION IS NEAR THE CENTER OF CAMP WHITE, ABOUT 7 MILES NE OF
 NZ1098'MEDFORD, BETWEEN OLD STATE HIGHWAY 62 AND NEW STATE HIGHWAY 62,
 NZ1098'ABOUT 150 FEET SW OF THE INTERSECTION OF A MAIN CAMP ROAD AND
 NZ1098'STATE HIGHWAY 62, ABOUT 43.3 FEET W OF CENTER LINE OF STATE
 NZ1098'HIGHWAY 62, ABOUT 33 FEET E OF CENTER LINE OF OLD STATE
 NZ1098'HIGHWAY 62, ABOUT 1.4 MILE SW OF CAMP WHITE HEADQUARTERS.  IT IS
 NZ1098'ABOUT 6 FEET E OF TELEPHONE-POLE LINE, ABOUT 25 FEET S OF
 NZ1098'BUS-STOP WAITING PLATFORM, AND ABOUT 50 YARDS SW OF A MAIN ROAD
 NZ1098'INTERSECTION WITH TRAFFIC LIGHTS.
 NZ1098'
 NZ1098'STATION MARK IS A BRONZE STATION DISK SET IN A CONCRETE POST
 NZ1098'FLUSH WITH THE GROUND.  STAMPED CAMP WHITE 1943.  SUBSURFACE
 NZ1098'MARK-(7A).  REFERENCE MARK 1 IS A BRONZE BENCH MARK DISK NE OF
 NZ1098'STATION, SET IN A CONCRETE POST PROJECTING 10 INCHES AND ABOUT 18
 NZ1098'INCHES HIGHER THAN STATION.  IT HAS A 4-INCH SQUARE, WHITE
 NZ1098'WITNESS POST ABOUT 4 FEET N OF MARK ABOUT 3 FEET HIGH.  MARK IS
 NZ1098'STAMPED V 58 1931.
 NZ1098'
 NZ1098'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN CONCRETE POST
 NZ1098'SW OF STATION AND FLUSH WITH THE GROUND, ABOUT 1 FOOT HIGHER
 NZ1098'THAN STATION.  STAMPED CAMP WHITE NO 2 1943.
 NZ1098'
 NZ1098'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN CONCRETE POST
 NZ1098'ABOUT 0.3 MILE SW OF STATION FLUSH WITH THE GROUND.  IT IS ABOUT
 NZ1098'2 FEET E OF CAMP WHITE BOUNDARY FENCE.  MARK IS 4 FEET LOWER THAN
 NZ1098'LINE OF VIEW FROM 4-FOOT STAND AT STATION.  STAMPED CAMP WHITE
 NZ1098'1943.
 NZ1098'
 NZ1098'REACHED FROM JUNCTION OF U.S. HIGHWAY 99 AND STATE HIGHWAY 62
 NZ1098'IN N EDGE OF MEDFORD, BY GOING N ON STATE HIGHWAY 62 FOR 7.5 MILES
 NZ1098'TO THIRD TRAFFIC LIGHT AND STATION IN SW CORNER OF INTERSECTION.
 NZ1098
 NZ1098                          STATION RECOVERY (1970)
 NZ1098
 NZ1098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 NZ1098'THE STATION WAS SEARCHED FOR BUT NOT RECOVERED, IF THE STATION,
 NZ1098'AND REFERENCE MARKS ARE STILL IN POSITION THEY WOULD BE UNDER
 NZ1098'A 4-LANE HIGHWAY, (STATE HIGHWAY 62), AND SHOULD BE CONSIDERED
 NZ1098'LOST.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT
 NZ1098'RECOVERED.  TRIANGULATION CAMP WHITE 2 WAS ESTABLISHED.  SEE
 NZ1098'DESCRIPTION THEREOF.
 NZ1098'
 NZ1098'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NZ1098'AT WHITE CITY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1100 ***********************************************************************
 NZ1100  DESIGNATION -  CAMP WHITE 2
 NZ1100  PID         -  NZ1100
 NZ1100  STATE/COUNTY-  OR/JACKSON
 NZ1100  USGS QUAD   -  EAGLE POINT (1983)
 NZ1100
 NZ1100                         *CURRENT SURVEY CONTROL
 NZ1100  ___________________________________________________________________
 NZ1100* NAD 83(1991)-  42 26 12.18428(N)    122 50 22.31493(W)     ADJUSTED  
 NZ1100* NAVD 88     -       406.0    (meters)    1332.     (feet)  VERTCON   
 NZ1100  ___________________________________________________________________
 NZ1100  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 NZ1100  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 NZ1100  HORZ ORDER  -  THIRD
 NZ1100
 NZ1100.The horizontal coordinates were established by classical geodetic methods
 NZ1100.and adjusted by the National Geodetic Survey in October 1991.
 NZ1100
 NZ1100.The NAVD 88 height was computed by applying the VERTCON shift value to
 NZ1100.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NZ1100
 NZ1100.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ1100
 NZ1100.The geoid height was determined by GEOID03.
 NZ1100
 NZ1100;                    North         East     Units Scale Factor Converg.
 NZ1100;SPC OR S     -    88,229.162 1,307,528.727   MT  0.99997557   -1 36 02.1
 NZ1100;SPC OR S     -   289,465.75  4,289,792.41   iFT  0.99997557   -1 36 02.1
 NZ1100;UTM  10      - 4,698,278.831   513,198.330   MT  0.99960214   +0 06 29.8
 NZ1100
 NZ1100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NZ1100!SPC OR S     -   0.99994014  x   0.99997557  =   0.99991571
 NZ1100!UTM  10      -   0.99994014  x   0.99960214  =   0.99954230
 NZ1100
 NZ1100|---------------------------------------------------------------------|
 NZ1100| PID    Reference Object                     Distance      Geod. Az  |
 NZ1100|                                                           dddmmss.s |
 NZ1100| NZ1346 CAMP WHITE 2 RM 4                    30.056 METERS 09000     |
 NZ1100| CD9296 T36S R1W SECS 20 21 1/4 COR                        1675643.4 |
 NZ1100| NZ1102 MEDFORD INDUSTRIAL PARK TANK        APPROX. 0.9 KM 2684720.5 |
 NZ1100| NZ1345 CAMP WHITE 2 RM 3                    13.798 METERS 29843     |
 NZ1100|---------------------------------------------------------------------|
 NZ1100
 NZ1100                          SUPERSEDED SURVEY CONTROL
 NZ1100
 NZ1100  NAD 83(1986)-  42 26 12.17382(N)    122 50 22.32755(W) AD(       ) 3
 NZ1100  NAD 27      -  42 26 12.71817(N)    122 50 18.18280(W) AD(       ) 3
 NZ1100  NGVD 29 (07/19/86)  405.0    (m)         1329.     (f) VERT ANG    3  
 NZ1100
 NZ1100.Superseded values are not recommended for survey control.
 NZ1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1100.See file dsdata.txt to determine how the superseded data were derived.
 NZ1100
 NZ1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM1319898279(NAD 83)
 NZ1100_MARKER: DS = TRIANGULATION STATION DISK
 NZ1100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ1100_STAMPING: CAMP WHITE 2 1971
 NZ1100_MARK LOGO: NGS   
 NZ1100_MAGNETIC: N = NO MAGNETIC MATERIAL
 NZ1100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ1100+STABILITY: SURFACE MOTION
 NZ1100
 NZ1100  HISTORY     - Date     Condition        Report By
 NZ1100  HISTORY     - 1970     MONUMENTED       NGS
 NZ1100  HISTORY     - 19830915 GOOD             NGS
 NZ1100
 NZ1100                          STATION DESCRIPTION
 NZ1100
 NZ1100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 NZ1100'THE STATION IS IN WHITE CITY, 400 FEET EAST-SOUTHEAST OF THE
 NZ1100'WHITE CITY POST OFFICE.
 NZ1100'
 NZ1100'THE STATION MARK, STAMPED CAMP WHITE 2 1971, IS A STANDARD
 NZ1100'DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 NZ1100'5 INCHES, 240 FEET EAST OF THE CENTER LINE OF
 NZ1100'STATE HIGHWAY 62, CRATER LAKE HIGHWAY, 62 FEET EAST OF THE CENTER
 NZ1100'OF A FIELD APPROACH, 49.5 FEET SOUTH OF THE CENTER OF AVENUE G,
 NZ1100'AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 NZ1100'
 NZ1100'REFERENCE MARK NO. 3, STAMPED CAMP WHITE 2 NO 3 1971, IS A
 NZ1100'STANDARD DISK CEMENTED IN A DRILL HOLE IN THE CONCRETE BASE FOR
 NZ1100'A MASONRY SIGN READING, CASCADE VILLAGE, 200 FEET EAST OF THE
 NZ1100'CENTER LINE OF STATE HIGHWAY 62, 45 FEET NORTHWEST OF THE WITNESS
 NZ1100'POST, 28 FEET SOUTH OF THE CENTER LINE OF AVENUE G, 22 FEET EAST
 NZ1100'OF A FIELD APPROACH, AND 1 FOOT SOUTHWEST OF THE NORTHEAST
 NZ1100'CORNER OF THE CONCRETE BASE OF THE SIGN.
 NZ1100'
 NZ1100'REFERENCE MARK NO. 4, STAMPED CAMP WHITE 2 NO 4 1971, IS A
 NZ1100'STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT
 NZ1100'PROJECTS 4 INCHES, 99 FEET EAST OF THE WITNESS POST, AND 49.5
 NZ1100'FEET SOUTH OF THE CENTER LINE OF AVENUE G.
 NZ1100'
 NZ1100'THE DISTANCE BETWEEN R.M. NO. 3, AND R.M. NO. 4 IS 140.01 FEET.
 NZ1100'
 NZ1100'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTHWEST ON
 NZ1100'STATE HIGHWAY 62 FOR 1.0 MILE TO AVENUE A, TURN LEFT, AND GO
 NZ1100'EAST ON AVENUE A FOR 0.7 MILE TO THE MARK.  THE MARK IS A 2-INCH
 NZ1100'BRASS DISK SET IN CONCRETE, AND STAMPED WITH A CROSS.  IT IS 61
 NZ1100'FEET NORTHEAST OF POWER POLE NO. 10, 2 FEET NORTH OF THE CENTER
 NZ1100'LINE OF AVENUE A, AT THE PROLONGED CENTER OF A DRIVEWAY SOUTH TO
 NZ1100'HOUSE NO. 3056, AND 20 INCHES BELOW THE SURFACE OF AVENUE A.
 NZ1100
 NZ1100                          STATION RECOVERY (1983)
 NZ1100
 NZ1100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 NZ1100'THE STATION AND REFERENCE MARKS 3 AND 4 WERE RECOVERED IN GOOD
 NZ1100'CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT WAS NOT RECOVERED. A
 NZ1100'NEW AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.  THE STATION IS LOCATED
 NZ1100'IN WHITE CITY.  TO REACH THE STATION FROM THE INTERSECTION OF STATE
 NZ1100'HIGHWAY 62 AND AVENUE G IN WHITE CITY, GO EAST ON AVE G ABOUT 70
 NZ1100'METERS (229.7 FT) TO THE MARK ON THE RIGHT.
 NZ1100' 
 NZ1100'THE STATION IS A STANDARD CGS DISK STAMPED---CAMP WHITE 2 1971---, SET
 NZ1100'INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 25 CM IN DIAMETER,
 NZ1100'PROJECTING 15 CM ABOVE THE GROUND.  THE STATION IS LOCATED 73 METERS
 NZ1100'(239.5 FT) EAST FROM THE CENTERLINE OF STATE HIGHWAY 62, 15.1 METERS
 NZ1100'(49.5 FT) SOUTH FROM THE CENTERLINE OF AVE G, 0.45 METERS (1.48 FT)
 NZ1100'SOUTH FROM A WITNESS POST.  REFERENCE MARK NO 3, IS A STANDARD CGS
 NZ1100'DISK STAMPED---CAMP SHITE 2 NO 3 1971---, SET INTO A DRILL HOLE IN
 NZ1100'EAST CORNER OF A FOUNDATION FOR CACCADE VILLAGE ROCK SIGN.  THE
 NZ1100'STATION IS LOCATED EAST FROM CENTERLINE OF HIGHWAY 62, 8.7 METERS
 NZ1100'(28.5 FT) SOUTH FROM CENTERLINE OF AVE G, AND 0.3 METERS (1.0 FT)
 NZ1100'HIGHER THAN THE STATION.  REFERENCE MARK NO 4, IS A STANDARD CGS DISK
 NZ1100'STAMPED---CAMP WHITE 2 NO 4 1971---, SET INTO THE TOP OF A SQUARE
 NZ1100'CONCRETE MONUMENT.  THE STATION IS LOCATED 30.0 METERS (98.4 FT) EAST
 NZ1100'FROM A WITNESS POST, 15.3 METERS (50.2 FT) SOUTH FROM THE CENTERLINE
 NZ1100'OF AVENUE G, AND 0.3 METERS (1.0 FT) HIGHER THAN THE STATION. AZIMUTH
 NZ1100'MARK NO 2, IS AN OREGON STATE HIGHWAY DISK STAMPED---R 607 1967---,
 NZ1100'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 50 CM IN DIAMETER,
 NZ1100'FLUSH WITH GROUND.  THE STATION IS LOCATED 14 METERS (45.9 FT)
 NZ1100'EAST-SOUTHEAST FROM THE EAST EDGE OF HIGHWAY, 35 METERS (114.8 FT)
 NZ1100'NORTH-NORTHEAST FROM A TELEPHONE POLE NUMBER 300/10, 0.5 METERS (1.6
 NZ1100'FT) WEST FROM A METAL WITNESS POST WITH TBM ON IT.  TO REACH THE
 NZ1100'AZIMUTH MARK FROM THE STATION GO SOUTHWEST ON HIGHWAY 62 FOR 0.72 KM
 NZ1100'(0.45 MI) TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0891 ***********************************************************************
 NY0891  DESIGNATION -  CAMPBELL
 NY0891  PID         -  NY0891
 NY0891  STATE/COUNTY-  OR/KLAMATH
 NY0891  USGS QUAD   -  LORELLA (1988)
 NY0891
 NY0891                         *CURRENT SURVEY CONTROL
 NY0891  ___________________________________________________________________
 NY0891* NAD 83(1991)-  42 10 06.67048(N)    121 17 08.07719(W)     ADJUSTED  
 NY0891* NAVD 88     -      1347.2    (meters)    4420.     (feet)  VERTCON   
 NY0891  ___________________________________________________________________
 NY0891  LAPLACE CORR-           1.85  (seconds)                    DEFLEC99
 NY0891  GEOID HEIGHT-         -22.21  (meters)                     GEOID03
 NY0891  HORZ ORDER  -  SECOND
 NY0891
 NY0891.The horizontal coordinates were established by classical geodetic methods
 NY0891.and adjusted by the National Geodetic Survey in October 1991.
 NY0891
 NY0891.The NAVD 88 height was computed by applying the VERTCON shift value to
 NY0891.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NY0891
 NY0891.The Laplace correction was computed from DEFLEC99 derived deflections.
 NY0891
 NY0891.The geoid height was determined by GEOID03.
 NY0891
 NY0891;                    North         East     Units Scale Factor Converg.
 NY0891;SPC OR S     -    56,053.563 1,435,084.351   MT  1.00004557   -0 32 14.8
 NY0891;SPC OR S     -   183,902.77  4,708,281.99   iFT  1.00004557   -0 32 14.8
 NY0891;UTM  10      - 4,669,909.552   641,611.322   MT  0.99984675   +1 09 04.0
 NY0891
 NY0891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NY0891!SPC OR S     -   0.99979223  x   1.00004557  =   0.99983779
 NY0891!UTM  10      -   0.99979223  x   0.99984675  =   0.99963902
 NY0891
 NY0891:                Primary Azimuth Mark                     Grid Az
 NY0891:SPC OR S     -  CAMPBELL AZ MK                           137 35 58.8
 NY0891:UTM  10      -  CAMPBELL AZ MK                           135 54 40.0
 NY0891
 NY0891|---------------------------------------------------------------------|
 NY0891| PID    Reference Object                     Distance      Geod. Az  |
 NY0891|                                                           dddmmss.s |
 NY0891| NY0993 CAMPBELL AZ MK                                     1370344.0 |
 NY0891| NY0994 CAMPBELL RM 1                         6.091 METERS 15058     |
 NY0891| NY0995 CAMPBELL RM 2                         4.639 METERS 33109     |
 NY0891|---------------------------------------------------------------------|
 NY0891
 NY0891                          SUPERSEDED SURVEY CONTROL
 NY0891
 NY0891  NAD 83(1986)-  42 10 06.67294(N)    121 17 08.07867(W) AD(       ) 2
 NY0891  NAD 27      -  42 10 07.13800(N)    121 17 04.10200(W) AD(       ) 2
 NY0891  NGVD 29 (07/19/86) 1346.1    (m)         4416.     (f) VERT ANG    3  
 NY0891
 NY0891.Superseded values are not recommended for survey control.
 NY0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0891.See file dsdata.txt to determine how the superseded data were derived.
 NY0891
 NY0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM4161169910(NAD 83)
 NY0891_MARKER: Z = SEE DESCRIPTION
 NY0891_SETTING: 0 = UNSPECIFIED SETTING
 NY0891
 NY0891  HISTORY     - Date     Condition        Report By
 NY0891  HISTORY     - 1948     MONUMENTED       USGS
 NY0891  HISTORY     - 1953     SEE DESCRIPTION  CGS
 NY0891
 NY0891                          STATION DESCRIPTION
 NY0891
 NY0891'DESCRIBED BY US GEOLOGICAL SURVEY 1948 (MTP)
 NY0891'THE STATION IS ABOUT 6 MILES EAST SOUTHEAST OF BONANZA, 2 MILES
 NY0891'NORTH NORTHWEST OF LORELLA, AND 1/4 MILE WEST OF A NEW LOGGING
 NY0891'ROAD ALONG THE EAST SIDE OF THE RIDGE.  IT IS ON THE SUMMIT OF
 NY0891'A FLAT ROCKY BENCH THAT RISES A FEW FEET ABOVE THE GENERAL
 NY0891'ELEVATION OF THE RIDGE, WHICH IS COVERED WITH SAGE BRUSH AND
 NY0891'JUNIPER TREES.
 NY0891'
 NY0891'THE STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY
 NY0891'TRIANGULATION DISK SET IN A FLAT, RECTANGULAR-SHAPED ROCK, 5
 NY0891'FEET BY 3 FEET, PROTRUDING 10 INCHES ABOVE THE GROUND.  IT IS
 NY0891'ABOUT 50 FEET NORTH OF WHERE THE BENCH DROPS OFF ABOUT 3 FEET
 NY0891'AND 25 FEET NORTH OF A TRIMMED JUNIPER TREE.
 NY0891'
 NY0891'A 5 FOOT TRIPOD WAS ERECTED OVER THE STATION MARK, BUT THE
 NY0891'STATION HAS NOT YET BEEN OCCUPIED BY AN OBSERVING UNIT.
 NY0891'
 NY0891'REFERENCE MARK NO. 1, STAMPED CAMPBELL USGS NO 1 1948, IS A
 NY0891'STANDARD U.S. COAST AND GEODETIC SURVEY DISK SET IN A BOULDER
 NY0891'PROTRUDING 4 INCHES ABOVE THE GROUND.  IT IS ABOUT 21 FEET
 NY0891'SOUTHEAST OF THE STATION MARK.
 NY0891'
 NY0891'REFERENCE MARK NO. 2, STAMPED CAMPBELL USGS NO 2 1948, IS A
 NY0891'STANDARD USC AND GS DISK SET IN A BOULDER FLUSH WITH THE SURFACE
 NY0891'OF THE GROUND.  IT IS ABOUT 15 FEET NORTH NORTHWEST OF THE
 NY0891'STATION MARK.
 NY0891'
 NY0891'THE AZIMUTH MARK, STAMPED CAMPBELL USGS 1948, IS A STANDARD
 NY0891'USC AND GS DISK SET IN A BOULDER PROTRUDING 2 INCHES ABOVE THE
 NY0891'GROUND.  IT IS MARKED BY A BLAZED TREE AND A WHITE WITNESS POST,
 NY0891'AND IS 0.4 MILE SOUTH SOUTHEAST OF THE STATION.  (SEE BELOW ON
 NY0891'HOW TO REACH.)
 NY0891'
 NY0891'TO REACH THE STATION FROM THE CROSS ROAD ON THE WEST SIDE OF
 NY0891'THE CAFE IN LORELLA GO NORTH ON THE GRAVEL ROAD FOR 1.4 MILES
 NY0891'TO A CATTLE GUARD AND ROAD FORKS.  TAKE THE LEFT FORK AND CONTINUE
 NY0891'NORTHWESTERLY ON THE MAIN TRAVELED ROAD FOR 0.8 MILE TO A BLAZED
 NY0891'TREE, AND THE AZIMUTH MARK ABOUT 0.1 MILE WEST OF THE ROAD, AS
 NY0891'DESCRIBED ABOVE.  CONTINUE NORTHWESTERLY ON THE MAIN TRAVELED
 NY0891'ROAD FOR 0.3 MILE TO TWO SMALL TRIMMED JUNIPER TREES ON THE
 NY0891'EAST SIDE OF THE ROAD.  TURN LEFT, OFF THE MAIN TRAVELED ROAD,
 NY0891'AND GO WEST ACROSS COUNTRY, PASSING THROUGH OLD BUILDING SITE,
 NY0891'FOR 0.3 MILE TO THE SUMMIT OF THE BENCH AND THE STATION.
 NY0891'
 NY0891'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS.
 NY0891
 NY0891                          STATION RECOVERY (1953)
 NY0891
 NY0891'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CTH)
 NY0891'THE STATION IS ABOUT 6 MILES EAST-SOUTHEAST OF BONANZA, 2 MILES
 NY0891'NORTH-NORTHWEST OF LORELLA, AND ON THE SUMMIT OF A FLAT ROCKY
 NY0891'BENCH.
 NY0891'
 NY0891'TO REACH THE STATION FROM THE LORELLA STORE.  GO NORTH ON A DIRT
 NY0891'ROAD FOR 1.55 MILES TO A TRACK ROAD LEFT ABOUT 0.15 MILE BEFORE
 NY0891'REACHING A RANCH HOUSE, TURN LEFT AND GO 0.05 MILE TO A GATE.  PASS
 NY0891'THROUGH THE GATE AND GO NORTH FOR 0.2 MILE TO A REVERSE FORK.
 NY0891'TURN RIGHT AND GO 0.3 MILE TO A BLAZED TREE ON THE LEFT, AND THE
 NY0891'AZIMUTH MARK 0.1 MILE WEST OF THIS TREE.  CONTINUE STRAIGHT
 NY0891'AHEAD FOR 0.5 MILE THEN TURN LEFT OFF THE ROAD AND GO WESTERLY
 NY0891'UP THE HILL FOR 0.2 MILE TO THE HIGHEST POINT AND THE STATION.
 NY0891'
 NY0891'THE STATION MARK IS A USGS STATION MARK DISK SET IN A DRILL HOLE
 NY0891'IN A BOULDER THAT PROJECTS 10 INCHES.  IT IS 50 FEET NORTH OF
 NY0891'WHERE THE BENCH DROPS OFF AND 25 FEET NORTH OF A JUNIPER
 NY0891'TREE.  THE DISK IS NOT STAMPED.
 NY0891'
 NY0891'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A DRILL HOLE IN
 NY0891'A BOULDER THAT PROJECTS 4 INCHES, AND THE DISK IS STAMPED CAMPBELL
 NY0891'USGS NO 1 1948.
 NY0891'
 NY0891'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A DRILL HOLE IN
 NY0891'A BOULDER THAT IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 NY0891'CAMPBELL USGS NO 2 1948.
 NY0891'
 NY0891'THE AZIMUTH MARK IS A STANDARD DISK SET IN A DRILL HOLE IN A
 NY0891'BOULDER THAT PROJECTS 2 INCHES.  IT IS 4 FEET SOUTH OF A WITNESS
 NY0891'POST.  THE DISK IS STAMPED CAMPBELL 1948.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1864 ***********************************************************************
 RD1864  DESIGNATION -  CAN
 RD1864  PID         -  RD1864
 RD1864  STATE/COUNTY-  OR/TILLAMOOK
 RD1864  USGS QUAD   -  NESTUCCA BAY (1985)
 RD1864
 RD1864                         *CURRENT SURVEY CONTROL
 RD1864  ___________________________________________________________________
 RD1864* NAD 83(1991)-  45 13 09.21520(N)    123 58 29.71138(W)     ADJUSTED  
 RD1864* NAVD 88     -        74.     (meters)     243.     (feet)  SCALED    
 RD1864  ___________________________________________________________________
 RD1864  LAPLACE CORR-          19.62  (seconds)                    DEFLEC99
 RD1864  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 RD1864  HORZ ORDER  -  SECOND
 RD1864
 RD1864.The horizontal coordinates were established by classical geodetic methods
 RD1864.and adjusted by the National Geodetic Survey in October 1991.
 RD1864
 RD1864.The orthometric height was scaled from a topographic map.
 RD1864
 RD1864.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1864
 RD1864.The geoid height was determined by GEOID03.
 RD1864
 RD1864;                    North         East     Units Scale Factor Converg.
 RD1864;SPC OR N     -   178,390.794 2,227,173.204   MT  0.99989497   -2 27 51.7
 RD1864;SPC OR N     -   585,271.63  7,306,998.70   iFT  0.99989497   -2 27 51.7
 RD1864;UTM  10      - 5,007,766.417   423,455.007   MT  0.99967204   -0 41 31.3
 RD1864
 RD1864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1864!SPC OR N     -   0.99999201  x   0.99989497  =   0.99988698
 RD1864!UTM  10      -   0.99999201  x   0.99967204  =   0.99966405
 RD1864
 RD1864:                Primary Azimuth Mark                     Grid Az
 RD1864:SPC OR N     -  SEARS                                    014 25 43.9
 RD1864:UTM  10      -  SEARS                                    012 39 23.5
 RD1864
 RD1864|---------------------------------------------------------------------|
 RD1864| PID    Reference Object                     Distance      Geod. Az  |
 RD1864|                                                           dddmmss.s |
 RD1864| RD1894 SEARS                               APPROX. 1.8 KM 0115752.2 |
 RD1864| DD9495 CAN RM 1                              8.092 METERS 18317     |
 RD1864| DD9496 CAN RM 2                              9.114 METERS 29927     |
 RD1864|---------------------------------------------------------------------|
 RD1864
 RD1864                          SUPERSEDED SURVEY CONTROL
 RD1864
 RD1864  NAD 83(1986)-  45 13 09.24797(N)    123 58 29.71790(W) AD(       ) 2
 RD1864  NAD 27      -  45 13 09.86954(N)    123 58 25.30708(W) AD(       ) 2
 RD1864
 RD1864.Superseded values are not recommended for survey control.
 RD1864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1864.See file dsdata.txt to determine how the superseded data were derived.
 RD1864
 RD1864_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR2345507766(NAD 83)
 RD1864_MARKER: Z = SEE DESCRIPTION
 RD1864_SETTING: 0 = UNSPECIFIED SETTING
 RD1864
 RD1864  HISTORY     - Date     Condition        Report By
 RD1864  HISTORY     - 1927     MONUMENTED       CGS
 RD1864  HISTORY     - 1964     SEE DESCRIPTION  CGS
 RD1864  HISTORY     - 1971     SEE DESCRIPTION  NGS
 RD1864  HISTORY     - 1978     SEE DESCRIPTION  NGS
 RD1864
 RD1864                          STATION DESCRIPTION
 RD1864
 RD1864'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (GLB)
 RD1864'STATION IS LOCATED ON THE HIGHEST BARE POINT ON CAPE KIWANDA, ON
 RD1864'A PROLONGATION OF THE BEACH LINE FROM THE S.  THERE IS A PATCH
 RD1864'OF STUNTED PINES 50 METERS W IN A RAVINE AND THE NEXT RIDGE TO
 RD1864'THE NW IS COVERED WITH SCRUB PINE ON TOP.  SAND AND GRASS RIDGES
 RD1864'LIE TO THE E AND S.  ABOUT 15 METERS FROM EDGE OF SAND BLUFF TO
 RD1864'S.
 RD1864'
 RD1864'SURFACE MARK IS A STANDARD BRONZE DISK SET IN CONCRETE AT THE
 RD1864'CENTER OF THE TOP OF A 10-INCH TILE, WHICH IS EMBEDDED IN THE
 RD1864'GROUND.
 RD1864'
 RD1864'UNDERGROUND MARK IS A STANDARD BRONZE DISK SET IN CONCRETE,
 RD1864'3 FEET BELOW THE SURFACE.
 RD1864'
 RD1864'WITNESS STAKES 1,2,4 AND 5 ARE PINE STAKES ABOUT 4 INCHES IN
 RD1864'DIAMETER AND PROJECTING 2 FEET FROM GROUND.
 RD1864'
 RD1864'WITNESS TREE NO.3 IS A SCRUB PINE TREE 2 INCHES IN DIAMETER.
 RD1864'
 RD1864'HEIGHT OF SIGNAL ABOVE STATION MARK - 3.0 METERS.
 RD1864
 RD1864                          STATION RECOVERY (1964)
 RD1864
 RD1864'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (PAS)
 RD1864'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  THE STATION MARK
 RD1864'WAS FOUND TO BE A REFERENCE MARK DISK.  THE TO REACH WAS VAGUE.  TWO
 RD1864'REFERENCE MARKS WERE ESTABLISHED.  A NEW AND COMPLETE DESCRIPTION
 RD1864'FOLLOWS.
 RD1864'
 RD1864'THE STATION IS 1-1/2 MILES NORTHWEST OF PACIFIC CITY ON CAPE
 RD1864'KIWANDA, WHICH IS COVERED WITH BRUSH AND STUNTED PINES.
 RD1864'
 RD1864'TO REACH THE STATION FROM THE CROSS STREET JUST SOUTH OF THE
 RD1864'PACIFIC CITY POST OFFICE GO WEST AND NORTH ON THE PACIFIC CITY
 RD1864'TIERRA DEL MAR HIGHWAY FOR 1.3 MILES TO A SIDE ROAD LEFT, TURN
 RD1864'LEFT AND GO WEST AND NORTH ON THE ROCK ROAD FOR 0.4 MILE TO THE
 RD1864'END OF THE ROAD.  FROM HERE PACK SOUTHWEST ACROSS THE SAND DUNE
 RD1864'FOR ABOUT 0.25 MILE TO THE STATION.
 RD1864'
 RD1864'THE STATION MARK, STAMPED CAN STATION 1927, IS A STANDARD
 RD1864'REFERENCE MARK DISK SET IN THE TOP OF A 10-INCH TILE THAT IS FILLED
 RD1864'WITH CEMENT AND IS 8 INCHES BELOW THE SURFACE OF THE GROUND.  IT
 RD1864'IS 36 FEET NORTH OF THE EDGE OF THE BLUFF, 6 FEET EAST OF A FOOT
 RD1864'PATH AND 2 FEET SOUTHEAST OF A METAL WITNESS POST.
 RD1864'
 RD1864'REFERENCE MARK NO. 1, STAMPED CAN NO 1 1927, IS A STANDARD DISK
 RD1864'BRAZED TO THE TOP OF A 2 1/2-INCH IRON PIPE THAT IS SET IN A
 RD1864'CONCRETE BASE AND PROJECTS 4 INCHES.  IT IS 27.5 FEET SOUTH OF THE
 RD1864'WITNESS POST, 12 FEET NORTH OF THE EDGE OF THE BLUFF AND 4 FEET
 RD1864'SOUTH OF A FOOT PATH.
 RD1864'
 RD1864'REFERENCE MARK NO. 2, STAMPED CAN NO 2 1927, IS A STANDARD DISK
 RD1864'BRAZED TO THE TOP OF A 2 1/2-INCH IRON PIPE THAT IS SET IN A
 RD1864'CONCRETE BASE AND PROJECTS 4 INCHES.  IT IS 40 FEET NORTH OF THE
 RD1864'EDGE OF THE BLUFF, 26.5 FEET NORTHWEST OF THE WITNESS POST AND 2
 RD1864'FEET NORTH OF A FOOT PATH.
 RD1864'
 RD1864'TRAVERSE STATION PARK OSHD-USC AND GS MAY BE USED FOR THE AZIMUTH
 RD1864'MARK.  SEE DESCRIPTION THEREOF.
 RD1864
 RD1864                          STATION RECOVERY (1971)
 RD1864
 RD1864'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (DRT)
 RD1864'STATION CAN IS APPROXIMATELY 30 FT SE OF THE HIGHEST POINT OF 241
 RD1864'FT, SCRUB PINE COVERED HILL OF CAPE KIAWANDA.  IT IS APPROXIMATELY
 RD1864'AT THE INTERSECTION OF THE PROJECTIONS OF BEACH LINE FROM SOUTH,
 RD1864'AND THE SOUTHERLY FACE OF CAPE KIAWANDA BLUFF FROM THE WEST, IN
 RD1864'AN OPEN AREA RINGED BY SCRUB TREES.  DUE TO A RECENT FIRE, PINES
 RD1864'TO THE EAST HAVE BEEN SCORCHED AND APPEAR TO BE DYING.  PINES
 RD1864'AND UNDERBRUSH WILL PROBABLY COVER THE AREA IN A FEW YEARS.
 RD1864'STATION IS A STANDARD C AND GS REFERENCE MARK DISK SET IN THE
 RD1864'CENTER OF A 10 INCH CLAY TILE AND IS STAMPED CNA STATION 1927
 RD1864'OVER THE DISK ARROW IS A 3/4 INCH EQUILATERAL TRIANGLE STAMPED
 RD1864'WITH NAIL POINTS.  STATION IS BURIED ABOUT 18 INCHES, AND
 RD1864'IS ON THE LINE BETWEEN TWO STEEL POSTS MENTIONED ABOVE.  THE
 RD1864'ONLY REFERENCE DISK FOUND WAS STAMPED CAN 1927 NO 1 AND IS
 RD1864'SET IN THE TOP OF A TWO INCH DIAMETER SOIL PIPE 26.80 FEET
 RD1864'SOUTH OF THE STATION AND ABOUT 8 FEET NORTH OF THE ERODING
 RD1864'SAND BANK.  IT MAY SOON BE LOST.  NO OTHER RMS WERE FOUND,
 RD1864'BUT ONLY THE ORIGINAL STATION DESCRIPTION WAS AVAILABLE AND
 RD1864'IT MENTIONED ONLY WOODEN REFERENCE MARKS, SO OTHER RMS MAY BE
 RD1864'NEARBY BUT BURIED.  TO REACH STATION FROM PACIFIC CITY,
 RD1864'PROCEED WEST ACROSS THE NESTUCCA RIVER BRIDGE, AND TURN RIGHT AT
 RD1864'FIRST ROAD WEST OF BRIDGE.  FOLLOW THIS PAVED ROAD NORTH TO
 RD1864'CAPE KIAWANDA ABOUT ONE MILE DISTANT.  DRIVE TO BEACH AND
 RD1864'PARK IN DORY LAUNCHING AREA AT BASE OF KIAWANDA BLUFF.
 RD1864'
 RD1864'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RD1864'1 MILE NW OF PACIFIC CITY.
 RD1864
 RD1864                          STATION RECOVERY (1978)
 RD1864
 RD1864'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 RD1864'THE STATION WAS NOT RECOVERED AFTER EXTENSIVE PROBING, AND
 RD1864'SEARCHING.  THE STATION IS NOT BELIEVED TO BE DESTROYED.  THE
 RD1864'SAND SHIFTS, AND DRIFTS IN THIS AREA, AND THE STATION MAY BE UNDER
 RD1864'AS MUCH AS 15 FEET OF SAND.
 RD1864'
 RD1864'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RD1864'1-1/2 MILES NORTHWEST OF PACIFIC CITY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1222 ***********************************************************************
 NZ1222  DESIGNATION -  CAN
 NZ1222  PID         -  NZ1222
 NZ1222  STATE/COUNTY-  OR/DOUGLAS
 NZ1222  USGS QUAD   -  CANYONVILLE (1986)
 NZ1222
 NZ1222                         *CURRENT SURVEY CONTROL
 NZ1222  ___________________________________________________________________
 NZ1222* NAD 83(1991)-  42 56 03.49841(N)    123 17 02.85175(W)     ADJUSTED  
 NZ1222* NAVD 88     -       238.2    (meters)     781.     (feet)  VERTCON   
 NZ1222  ___________________________________________________________________
 NZ1222  LAPLACE CORR-           1.39  (seconds)                    DEFLEC99
 NZ1222  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 NZ1222  HORZ ORDER  -  SECOND
 NZ1222
 NZ1222.The horizontal coordinates were established by classical geodetic methods
 NZ1222.and adjusted by the National Geodetic Survey in October 1991.
 NZ1222
 NZ1222.The NAVD 88 height was computed by applying the VERTCON shift value to
 NZ1222.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NZ1222
 NZ1222.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ1222
 NZ1222.The geoid height was determined by GEOID03.
 NZ1222
 NZ1222;                    North         East     Units Scale Factor Converg.
 NZ1222;SPC OR S     -   144,589.037 1,272,801.918   MT  0.99990293   -1 54 17.1
 NZ1222;SPC OR S     -   474,373.48  4,175,859.31   iFT  0.99990293   -1 54 17.1
 NZ1222;UTM  10      - 4,753,558.687   476,816.736   MT  0.99960661   -0 11 36.7
 NZ1222
 NZ1222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NZ1222!SPC OR S     -   0.99996640  x   0.99990293  =   0.99986933
 NZ1222!UTM  10      -   0.99996640  x   0.99960661  =   0.99957302
 NZ1222
 NZ1222:                Primary Azimuth Mark                     Grid Az
 NZ1222:SPC OR S     -  NAG                                      141 22 30.8
 NZ1222:UTM  10      -  NAG                                      139 39 50.4
 NZ1222
 NZ1222|---------------------------------------------------------------------|
 NZ1222| PID    Reference Object                     Distance      Geod. Az  |
 NZ1222|                                                           dddmmss.s |
 NZ1222| NZ1221 NAG                                 APPROX. 2.4 KM 1392813.7 |
 NZ1222|---------------------------------------------------------------------|
 NZ1222
 NZ1222                          SUPERSEDED SURVEY CONTROL
 NZ1222
 NZ1222  NAD 83(1986)-  42 56 03.49030(N)    123 17 02.87462(W) AD(       ) 2
 NZ1222  NAD 27      -  42 56 04.06590(N)    123 16 58.64660(W) AD(       ) 2
 NZ1222  NGVD 29 (07/19/86)  237.2    (m)          778.     (f) VERT ANG    3  
 NZ1222
 NZ1222.Superseded values are not recommended for survey control.
 NZ1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1222.See file dsdata.txt to determine how the superseded data were derived.
 NZ1222
 NZ1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN7681753559(NAD 83)
 NZ1222_MARKER: Z = SEE DESCRIPTION
 NZ1222_SETTING: 0 = UNSPECIFIED SETTING
 NZ1222_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ1222
 NZ1222  HISTORY     - Date     Condition        Report By
 NZ1222  HISTORY     - 1963     MONUMENTED       ORDT
 NZ1222  HISTORY     - 1973     SEE DESCRIPTION  NGS
 NZ1222
 NZ1222                          STATION DESCRIPTION
 NZ1222
 NZ1222'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1963 (FN)
 NZ1222'THE STATION IS LOCATED AT CANYONVILLE IN THE MEDIAN OF
 NZ1222'U.S. INTERSTATE 5.
 NZ1222'
 NZ1222'TO REACH THE STATION FROM THE INTERSECTION OF U.S. INTERSTATE
 NZ1222'5 AND STATE HIGHWAY 227, IN THE SOUTHWEST PART OF CANYONVILLE,
 NZ1222'GO NORTH ON U.S. INTERSTATE 5 FOR 0.8 MILE TO FREEWAY EXIT AND
 NZ1222'SIGN N. CANYONVILLE.
 NZ1222'
 NZ1222'THE STATION MARK, STAMPED CAN USC AND GS 1963, IS A STATE
 NZ1222'HIGHWAY SURVEY STATION MARK DISK SET IN A 12 INCH SQUARE CONCRETE
 NZ1222'POST FLUSH WITH THE GROUND.  IT IS 70 FEET SOUTHWEST OF SOUTH
 NZ1222'END OF PAINTED TRAFFIC DIVIDER, 26.5 FEET EAST OF THE CENTERLINE
 NZ1222'OF THE SOUTH BOUND LANES, 17.5 FEET WEST OF THE CENTERLINE OF
 NZ1222'THE NORTH BOUND LANES, 3 FEET WEST OF CONCRETE CURB, AND THREE
 NZ1222'FEET NORTH OF A WHITE WOODEN WITNESS POST.
 NZ1222'
 NZ1222'THERE WERE NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.
 NZ1222
 NZ1222                          STATION RECOVERY (1973)
 NZ1222
 NZ1222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 NZ1222'THE STATION WAS SEARCHED FOR BUT NOT RECOVERED.  IT IS BELIEVED TO
 NZ1222'HAVE BEEN DESTROYED WHEN THE FREEWAY WAS BUILT.
 NZ1222'
 NZ1222'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NZ1222'AT CANYONVILLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2506 ***********************************************************************
 QE2506  DESIGNATION -  CAN
 QE2506  PID         -  QE2506
 QE2506  STATE/COUNTY-  OR/LINCOLN
 QE2506  USGS QUAD   -  NEWPORT SOUTH (1984)
 QE2506
 QE2506                         *CURRENT SURVEY CONTROL
 QE2506  ___________________________________________________________________
 QE2506* NAD 83(1991)-  44 34 58.90080(N)    124 00 14.72392(W)     ADJUSTED  
 QE2506* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 QE2506  ___________________________________________________________________
 QE2506  LAPLACE CORR-          15.67  (seconds)                    DEFLEC99
 QE2506  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 QE2506  HORZ ORDER  -  THIRD
 QE2506
 QE2506.The horizontal coordinates were established by classical geodetic methods
 QE2506.and adjusted by the National Geodetic Survey in October 1991.
 QE2506
 QE2506.The orthometric height was scaled from a topographic map.
 QE2506
 QE2506.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2506
 QE2506.The geoid height was determined by GEOID03.
 QE2506
 QE2506;                    North         East     Units Scale Factor Converg.
 QE2506;SPC OR N     -   107,861.888 2,221,819.179   MT  0.99994647   -2 29 06.2
 QE2506;SPC OR N     -   353,877.59  7,289,433.00   iFT  0.99994647   -2 29 06.2
 QE2506;UTM  10      - 4,937,122.086   420,290.406   MT  0.99967813   -0 42 17.5
 QE2506
 QE2506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2506!SPC OR N     -   1.00000307  x   0.99994647  =   0.99994954
 QE2506!UTM  10      -   1.00000307  x   0.99967813  =   0.99968120
 QE2506
 QE2506:                Primary Azimuth Mark                     Grid Az
 QE2506:SPC OR N     -  KING                                     178 10 17.5
 QE2506:UTM  10      -  KING                                     176 23 28.8
 QE2506
 QE2506|---------------------------------------------------------------------|
 QE2506| PID    Reference Object                     Distance      Geod. Az  |
 QE2506|                                                           dddmmss.s |
 QE2506| QE2479 KING                                APPROX. 0.5 KM 1754111.3 |
 QE2506| QE2523 SCHOOLHOUSE CHIMNEY                 APPROX. 0.6 KM 1850054.2 |
 QE2506|---------------------------------------------------------------------|
 QE2506
 QE2506                          SUPERSEDED SURVEY CONTROL
 QE2506
 QE2506  NAD 83(1986)-  44 34 58.94174(N)    124 00 14.78062(W) AD(       ) 3
 QE2506  NAD 27      -  44 34 59.54000(N)    124 00 10.38700(W) AD(       ) 3
 QE2506
 QE2506.Superseded values are not recommended for survey control.
 QE2506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2506.See file dsdata.txt to determine how the superseded data were derived.
 QE2506
 QE2506_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ2029037122(NAD 83)
 QE2506_MARKER: Z = SEE DESCRIPTION
 QE2506_SETTING: 0 = UNSPECIFIED SETTING
 QE2506_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE2506
 QE2506  HISTORY     - Date     Condition        Report By
 QE2506  HISTORY     - 1914     MONUMENTED       CGS
 QE2506  HISTORY     - 1934     SEE DESCRIPTION  ORGS
 QE2506  HISTORY     - 1953     SEE DESCRIPTION  CGS
 QE2506
 QE2506                          STATION DESCRIPTION
 QE2506
 QE2506'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (JWM)
 QE2506'STATION IS ON THE N SIDE OF YAQUINA BAY AT THE FLAG STATION CALLED
 QE2506'OYSTERVILLE, OPPOSITE OYSTER CITY, ABOUT 170 METERS E OF AN OLD
 QE2506'CANNERY.
 QE2506'
 QE2506'THE STATION IS MARKED BY A BOTTLE SET 3 FEET BELOW THE SURFACE,
 QE2506'AND AT THE SURFACE BY A STANDARD DISK SET IN A CYLINDRICAL BED OF
 QE2506'CONCRETE 8 INCHES IN DIAMETER BY 2 FEET DEEP.
 QE2506'
 QE2506'REFERENCE MARK IS A STANDARD DISK SET IN CONCRETE, 4.27 METERS
 QE2506'N (MAGNETIC).
 QE2506
 QE2506                          STATION RECOVERY (1934)
 QE2506
 QE2506'RECOVERY NOTE BY OREGON GEODETIC SURVEY 1934
 QE2506'THIS STATION WAS SUPPOSED TO BE LOCATED AT RAILROAD STATION
 QE2506'OYSTERVILLE, BUT STATION IS GONE AND NOTES DO NOT STATE LOCATION
 QE2506'WITH REFERENCE TO TRACK.
 QE2506
 QE2506                          STATION RECOVERY (1953)
 QE2506
 QE2506'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (FAR)
 QE2506'A THOROUGH SEARCH WAS CONDUCTED IN THE AREA INDICATED BY THE
 QE2506'GEOGRAPHIC POSITION.  THE ORIGINAL DESCRIPTION IS VAGUE.  THE
 QE2506'ONLY REFERENCE POINT IS NO LONGER IN EXISTENCE.  THE RAILROAD BED
 QE2506'HAS BEEN REPLACED BY A GRAVEL ROAD.  THERE IS CONSIDERABLE EROSION
 QE2506'AND REPLACEMENT OF THE RIVER BANK IN THIS AREA.  IT IS
 QE2506'RECOMMENDED THAT THE STATION BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2527 ***********************************************************************
 RD2527  DESIGNATION -  CANBY
 RD2527  PID         -  RD2527
 RD2527  STATE/COUNTY-  OR/CLACKAMAS
 RD2527  USGS QUAD   -  CANBY (1985)
 RD2527
 RD2527                         *CURRENT SURVEY CONTROL
 RD2527  ___________________________________________________________________
 RD2527* NAD 83(1991)-  45 15 49.02351(N)    122 41 54.35103(W)     ADJUSTED  
 RD2527* NAVD 88     -        48.     (meters)     157.     (feet)  SCALED    
 RD2527  ___________________________________________________________________
 RD2527  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 RD2527  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 RD2527  HORZ ORDER  -  SECOND
 RD2527
 RD2527.The horizontal coordinates were established by classical geodetic methods
 RD2527.and adjusted by the National Geodetic Survey in October 1991.
 RD2527
 RD2527.The orthometric height was scaled from a topographic map.
 RD2527
 RD2527.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2527
 RD2527.The geoid height was determined by GEOID03.
 RD2527
 RD2527;                    North         East     Units Scale Factor Converg.
 RD2527;SPC OR N     -   179,802.712 2,327,496.629   MT  0.99989595   -1 33 32.7
 RD2527;SPC OR N     -   589,903.91  7,636,143.80   iFT  0.99989595   -1 33 32.7
 RD2527;UTM  10      - 5,012,279.886   523,659.018   MT  0.99960688   +0 12 51.2
 RD2527
 RD2527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2527!SPC OR N     -   0.99999607  x   0.99989595  =   0.99989202
 RD2527!UTM  10      -   0.99999607  x   0.99960688  =   0.99960295
 RD2527
 RD2527|---------------------------------------------------------------------|
 RD2527| PID    Reference Object                     Distance      Geod. Az  |
 RD2527|                                                           dddmmss.s |
 RD2527| CE2382 CANBY RM 2                           39.250 METERS 00957     |
 RD2527| CE2381 CANBY RM 1                           29.440 METERS 08923     |
 RD2527| CE2380 CANBY AZ MK                                        3570621.6 |
 RD2527|---------------------------------------------------------------------|
 RD2527
 RD2527                          SUPERSEDED SURVEY CONTROL
 RD2527
 RD2527  NAD 83(1986)-  45 15 49.04417(N)    122 41 54.35993(W) AD(       ) 2
 RD2527  NAD 27      -  45 15 49.60937(N)    122 41 50.03059(W) AD(       ) 2
 RD2527
 RD2527.Superseded values are not recommended for survey control.
 RD2527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2527.See file dsdata.txt to determine how the superseded data were derived.
 RD2527
 RD2527_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER2365912280(NAD 83)
 RD2527_MARKER: Z = SEE DESCRIPTION
 RD2527_SETTING: 0 = UNSPECIFIED SETTING
 RD2527
 RD2527  HISTORY     - Date     Condition        Report By
 RD2527  HISTORY     - 1946     MONUMENTED       CGS
 RD2527  HISTORY     - 1960     SEE DESCRIPTION  CGS
 RD2527  HISTORY     - 1984     GOOD             USPSQD
 RD2527  HISTORY     - 20070317 MARK NOT FOUND   USPSQD
 RD2527
 RD2527                          STATION DESCRIPTION
 RD2527
 RD2527'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (EBB)
 RD2527'STATION IS LOCATED AT THE CORNER OF NORTH FOURTH AVENUE AND FIR
 RD2527'STREET, IN THE TOWN OF CANBY, 108 FEET SE OF THE CENTER OF THE
 RD2527'INTERSECTION OF NORTH FOURTH AVENUE AND FIR STREET, 60.4 FEET N
 RD2527'OF THE NW LEG OF THE ELEVATED WATER TANK, 45.5 FEET E OF THE
 RD2527'CENTER OF NORTH FOURTH AVENUE, AND 24.1 FEET N OF THE NW CORNER
 RD2527'OF THE PUMPHOUSE.
 RD2527'
 RD2527'STATION MARK IS A BRONZE STATION DISK, STAMPED CANBY 1946 AND
 RD2527'SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS ABOUT 1
 RD2527'INCH.  UNDERGROUND MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 RD2527'
 RD2527'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK, STAMPED CANBY NO 1
 RD2527'1946 AND SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS
 RD2527'ABOUT 1 INCH.  IT IS LEVEL WITH THE STATION, 34.7 FEET W OF THE
 RD2527'CENTER OF NORTH FOURTH AVENUE, AND 3.1 FEET N OF A POWER POLE.
 RD2527'
 RD2527'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK, STAMPED CANBY NO 2
 RD2527'1946 AND SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS
 RD2527'ABOUT 1 INCH.  IT IS LEVEL WITH THE STATION, 101 FEET E OF THE
 RD2527'CENTER OF NORTH FOURTH AVENUE, AND 22.8 FEET N OF THE CENTER OF
 RD2527'FIR STREET.
 RD2527'
 RD2527'THE AZIMUTH MARK IS A BRONZE AZIMUTH DISK, STAMPED CANBY 1946
 RD2527'AND SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS ABOUT
 RD2527'3 INCHES.  IT IS ABOUT 0.2 MILE NW OF THE STATION, 40 FEET N OF
 RD2527'THE CENTER OF GRANT STREET, 21 FEET E OF THE CENTER OF KNIGHTS
 RD2527'BRIDGE ROAD, AND 3 FEET W OF A POWER POLE.
 RD2527'
 RD2527'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 RD2527
 RD2527                          STATION RECOVERY (1960)
 RD2527
 RD2527'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FN)
 RD2527'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE STATION
 RD2527'MARK HAD BEEN COVERED OVER WITH ABOUT 1-FOOT OF FILL WHEN THE LAWN
 RD2527'WAS RAISED AROUND THE WATER TANK.  THE MARK WAS DUG OUT AND A
 RD2527'8-INCH WELL WAS PLACED OVER THE DISK.  ANOTHER REFERENCE MARK
 RD2527'WAS SET IN THE CEMENT SIDEWALK, IT IS 0.9 FOOT WEST OF THE
 RD2527'STATION MARK AND ABOUT 1-FOOT HIGHER.  A STANDARD DISK STAMPED
 RD2527'CANBY 1960 NO 3, EMBEDDED INTO THE CEMENT.
 RD2527'
 RD2527'STATION MARK IS 6-INCHES EAST OF THE EAST SIDE OF THE SIDEWALK
 RD2527'OF NORTH FOURTH AVENUE, 110 FEET SOUTHEAST OF THE CENTER OF THE
 RD2527'INTERSECTION OF NORTH FOURTH AVENUE AND FIR STREET, 24 FEET NORTH
 RD2527'OF THE NORTHWEST CORNER OF THE PUMP HOUSE, AND 60.5 FEET NORTH OF
 RD2527'THE NORTHWEST LEG OF THE ELEVATED WATER TANK.
 RD2527
 RD2527                          STATION RECOVERY (1984)
 RD2527
 RD2527'RECOVERY NOTE BY US POWER SQUADRON 1984 (RS)
 RD2527'CANBY 1946 RECOVERED GOOD.
 RD2527'
 RD2527'RECOVERED AS DESCRIBED.
 RD2527'
 RD2527'ALSO RECOVERED RM 1 RM 2 RM 3.
 RD2527
 RD2527                          STATION RECOVERY (2007)
 RD2527
 RD2527'RECOVERY NOTE BY US POWER SQUADRON 2007 (RR)
 RD2527'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2526 ***********************************************************************
 RD2526  DESIGNATION -  CANBY MUNICIPAL TANK
 RD2526  PID         -  RD2526
 RD2526  STATE/COUNTY-  OR/CLACKAMAS
 RD2526  USGS QUAD   -  CANBY (1985)
 RD2526
 RD2526                         *CURRENT SURVEY CONTROL
 RD2526  ___________________________________________________________________
 RD2526* NAD 83(1991)-  45 15 48.46246(N)    122 41 55.17586(W)     ADJUSTED  
 RD2526* NAVD 88     -              **(meters)            **(feet)            
 RD2526  ___________________________________________________________________
 RD2526  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 RD2526  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 RD2526  HORZ ORDER  -  THIRD
 RD2526
 RD2526.The horizontal coordinates were established by classical geodetic methods
 RD2526.and adjusted by the National Geodetic Survey in October 1991.
 RD2526
 RD2526
 RD2526.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2526
 RD2526.The geoid height was determined by GEOID03.
 RD2526
 RD2526;                    North         East     Units Scale Factor Converg.
 RD2526;SPC OR N     -   179,785.889 2,327,478.184   MT  0.99989595   -1 33 33.3
 RD2526;SPC OR N     -   589,848.72  7,636,083.28   iFT  0.99989595   -1 33 33.3
 RD2526;UTM  10      - 5,012,262.506   523,641.108   MT  0.99960687   +0 12 50.6
 RD2526
 RD2526                          SUPERSEDED SURVEY CONTROL
 RD2526
 RD2526  NAD 83(1986)-  45 15 48.48314(N)    122 41 55.18501(W) AD(       ) 4
 RD2526  NAD 27      -  45 15 49.04787(N)    122 41 50.84525(W) AD(       ) 3
 RD2526
 RD2526.Superseded values are not recommended for survey control.
 RD2526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2526.See file dsdata.txt to determine how the superseded data were derived.
 RD2526
 RD2526_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER2364112263(NAD 83)
 RD2526_MARKER: 51 = TANK
 RD2526
 RD2526  HISTORY     - Date     Condition        Report By
 RD2526  HISTORY     - 1946     FIRST OBSERVED   CGS
 RD2526  HISTORY     - 1960     GOOD             CGS
 RD2526  HISTORY     - 1984     GOOD             USPSQD
 RD2526  HISTORY     - 1988     GOOD             USPSQD
 RD2526
 RD2526                          STATION DESCRIPTION
 RD2526
 RD2526'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (EBB)
 RD2526'THE STATION IS THE CENTER OF AN ELEVATED WATER TANK IN THE TOWN
 RD2526'OF CANBY.  IT IS A LARGE ELEVATED WATER TANK, PAINTED SILVER,
 RD2526'ABOUT 120 FEET HIGH.  A LIGHT STANDARD IS FASTENED TO THE BALL ON
 RD2526'THE SUMMIT OF THE TANK.  IT IS ABOUT 150 FEET SE OF THE
 RD2526'INTERSECTION OF NORTH FOURTH AVENUE AND FIR STREET.
 RD2526
 RD2526                          STATION RECOVERY (1960)
 RD2526
 RD2526'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FN)
 RD2526'THIS INTERSECTION STATION IS IN GOOD CONDITION.  IT IS ABOUT
 RD2526'170-FEET SOUTHEAST OF THE INTERSECTION OF FIR STREET AND NORTH
 RD2526'FOURTH AVENUE.  AN OUTSTANDING ELEVATED TANK IN ABOUT THE CENTER
 RD2526'OF CANBY.
 RD2526
 RD2526                          STATION RECOVERY (1984)
 RD2526
 RD2526'RECOVERY NOTE BY US POWER SQUADRON 1984 (DS)
 RD2526'STATION RECOVERED GOOD.
 RD2526'
 RD2526'RECOVERED AS DESCRIBED.
 RD2526
 RD2526                          STATION RECOVERY (1988)
 RD2526
 RD2526'RECOVERY NOTE BY US POWER SQUADRON 1988 (SMN)
 RD2526'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1020 ***********************************************************************
 OA1020  DESIGNATION -  CANFIELD HILL
 OA1020  PID         -  OA1020
 OA1020  STATE/COUNTY-  OR/CURRY
 OA1020  USGS QUAD   -  SIGNAL BUTTES (1986)
 OA1020
 OA1020                         *CURRENT SURVEY CONTROL
 OA1020  ___________________________________________________________________
 OA1020* NAD 83(1991)-  42 29 11.78556(N)    124 21 00.21392(W)     ADJUSTED  
 OA1020* NAVD 88     -              **(meters)            **(feet)            
 OA1020  ___________________________________________________________________
 OA1020  LAPLACE CORR-          12.02  (seconds)                    DEFLEC99
 OA1020  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 OA1020  HORZ ORDER  -  THIRD
 OA1020
 OA1020.The horizontal coordinates were established by classical geodetic methods
 OA1020.and adjusted by the National Geodetic Survey in October 1991.
 OA1020
 OA1020
 OA1020.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1020
 OA1020.The geoid height was determined by GEOID03.
 OA1020
 OA1020;                    North         East     Units Scale Factor Converg.
 OA1020;SPC OR S     -    98,356.682 1,183,583.974   MT  0.99996493   -2 38 02.4
 OA1020;SPC OR S     -   322,692.53  3,883,149.52   iFT  0.99996493   -2 38 02.4
 OA1020;UTM  10      - 4,704,688.945   389,046.249   MT  0.99975146   -0 54 43.0
 OA1020
 OA1020                          SUPERSEDED SURVEY CONTROL
 OA1020
 OA1020  NAD 83(1986)-  42 29 11.76380(N)    124 21 00.23457(W) AD(       ) 4
 OA1020  NAD 27      -  42 29 12.38000(N)    124 20 55.88000(W) AD(       ) 3
 OA1020
 OA1020.Superseded values are not recommended for survey control.
 OA1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1020.See file dsdata.txt to determine how the superseded data were derived.
 OA1020
 OA1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN8904604689(NAD 83)
 OA1020
 OA1020  HISTORY     - Date     Condition        Report By
 OA1020  HISTORY     - 1924     MONUMENTED       CGS
 OA1020  HISTORY     - 1934     SEE DESCRIPTION  ORGS
 OA1020
 OA1020                          STATION DESCRIPTION
 OA1020
 OA1020'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (FWH)
 OA1020'STATION IS AT THE HIGHEST POINT.  SIX MILES E FROM OCEAN AND 1/2
 OA1020'MILE N FROM ROGUE RIVER.  A PROMINENT BUTTE AT THE S END OF A LONG
 OA1020'MERIDIANAL RIDGE.  INTERSECTED FROM TWO POINTS.
 OA1020
 OA1020                          STATION RECOVERY (1934)
 OA1020
 OA1020'RECOVERY NOTE BY OREGON GEODETIC SURVEY 1934
 OA1020'STATION IS THE HIGHEST POINT OF A PROMINENT BUTTE ABOUT 4 MILES E
 OA1020'OF THE OCEAN AND 1 MILE N OF ROGUE RIVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD4216 ***********************************************************************
 RD4216  FBN         -  This is a Federal Base Network Control Station.
 RD4216  DESIGNATION -  CANN
 RD4216  PID         -  RD4216
 RD4216  STATE/COUNTY-  OR/CLATSOP
 RD4216  USGS QUAD   -  ARCH CAPE (1985)
 RD4216
 RD4216                         *CURRENT SURVEY CONTROL
 RD4216  ___________________________________________________________________
 RD4216* NAD 83(2007)-  45 51 42.00475(N)    123 57 37.19179(W)     ADJUSTED  
 RD4216* NAVD 88     -        30.6    (meters)     100.     (feet)  GPS OBS   
 RD4216  ___________________________________________________________________
 RD4216  EPOCH DATE  -        2007.00
 RD4216  X           -  -2,485,503.133 (meters)                     COMP
 RD4216  Y           -  -3,690,418.835 (meters)                     COMP
 RD4216  Z           -   4,554,558.740 (meters)                     COMP
 RD4216  LAPLACE CORR-          21.88  (seconds)                    DEFLEC99
 RD4216  ELLIP HEIGHT-           7.426 (meters)          (02/10/07) ADJUSTED
 RD4216  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 RD4216
 RD4216  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 RD4216  Type    PID    Designation                      North   East  Ellip
 RD4216  -------------------------------------------------------------------
 RD4216  NETWORK RD4216 CANN                              0.24   0.18   0.49
 RD4216  -------------------------------------------------------------------
 RD4216
 RD4216.The horizontal coordinates were established by GPS observations
 RD4216.and adjusted by the National Geodetic Survey in February 2007.
 RD4216
 RD4216.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 RD4216.See www.ngs.noaa.gov/NationalReadjustment for more information.
 RD4216.The horizontal coordinates are valid at the epoch date displayed above.
 RD4216.The epoch date for horizontal control is a decimal equivalence
 RD4216.of Year/Month/Day.
 RD4216
 RD4216.The orthometric height was determined by GPS observations and a
 RD4216.high-resolution geoid model.
 RD4216
 RD4216.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RD4216
 RD4216.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD4216
 RD4216.The ellipsoidal height was determined by GPS observations
 RD4216.and is referenced to NAD 83.
 RD4216
 RD4216.The geoid height was determined by GEOID03.
 RD4216
 RD4216;                    North         East     Units Scale Factor Converg.
 RD4216;SPC OR N     -   249,672.959 2,231,374.952   MT  0.99996777   -2 27 14.5
 RD4216;SPC OR N     -   819,137.00  7,320,783.96   iFT  0.99996777   -2 27 14.5
 RD4216;UTM  10      - 5,079,126.406   425,454.354   MT  0.99966832   -0 41 21.2
 RD4216
 RD4216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD4216!SPC OR N     -   0.99999884  x   0.99996777  =   0.99996661
 RD4216!UTM  10      -   0.99999884  x   0.99966832  =   0.99966716
 RD4216
 RD4216                          SUPERSEDED SURVEY CONTROL
 RD4216
 RD4216  NAD 83(1998)-  45 51 42.00182(N)    123 57 37.19417(W) AD(       ) A
 RD4216  ELLIP H (04/24/00)    7.435  (m)                       GP(       ) 3 1
 RD4216  ELLIP H (01/20/99)    7.459  (m)                       GP(       ) 3 2
 RD4216  NAD 83(1991)-  45 51 41.99940(N)    123 57 37.19597(W) AD(       ) B
 RD4216  ELLIP H (02/25/91)    7.635  (m)                       GP(       ) 4 1
 RD4216  NGVD 29 (02/25/91)   29.4    (m)           96.     (f) GPS OBS     3  
 RD4216
 RD4216.Superseded values are not recommended for survey control.
 RD4216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4216.See file dsdata.txt to determine how the superseded data were derived.
 RD4216
 RD4216_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR2545479126(NAD 83)
 RD4216_MARKER: DD = SURVEY DISK
 RD4216_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 RD4216+WITH SETTING: PAVEMENT
 RD4216_SP_SET: CONCRETE MAT FOUNDATION
 RD4216_STAMPING: CANN 1989
 RD4216_MARK LOGO: ORDT  
 RD4216_PROJECTION: FLUSH
 RD4216_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD4216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD4216+STABILITY: SURFACE MOTION
 RD4216_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD4216+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2002
 RD4216
 RD4216  HISTORY     - Date     Condition        Report By
 RD4216  HISTORY     - 1989     MONUMENTED       ORDT
 RD4216  HISTORY     - 19900522 GOOD
 RD4216  HISTORY     - 19970725 GOOD             WADECO
 RD4216  HISTORY     - 19980521 GOOD             NGS
 RD4216  HISTORY     - 20000621 GOOD             NGS
 RD4216  HISTORY     - 20020303 GOOD             USPSQD
 RD4216  HISTORY     - 20061031 GOOD             GEOCAC
 RD4216
 RD4216                          STATION DESCRIPTION
 RD4216
 RD4216'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1989
 RD4216'THE STATION IS LOCATED AT THE SOUTH ENTRANCE TO CANNON BEACH AND IN A
 RD4216'SMALL PARK.
 RD4216'THE STATION IS AN ORDOT PRIMARY GPS MARK STAMPED---CANN 1989---SET
 RD4216'INTO A DRILL HOLE IN A 3 METER SQUARE CONCRETE BASE FOR A SMALL
 RD4216'CANNON.  IT IS 25.6 M (84.0 FT) NORTH OF HIGHWAY 101, 18.0 M
 RD4216'(59.1 FT) EAST OF CENTERLINE OF SOUTH HEMLOCK, 12.0 M (39.4 FT) NE OF
 RD4216'ENTERING CANNON BEACH SIGN, AND 0.65 M (2.13 FT) SW OF THE NE CORNER
 RD4216'OF THE CONCRETE BASE.
 RD4216'DESCRIBED BY L.L. RIGGERS
 RD4216
 RD4216                          STATION RECOVERY (1990)
 RD4216
 RD4216'RECOVERED 1990
 RD4216'RECOVERED IN GOOD CONDITION.
 RD4216
 RD4216                          STATION RECOVERY (1997)
 RD4216
 RD4216'RECOVERY NOTE BY WASHINGTON DEPARTMENT OF ECOLOGY 1997 (RCD)
 RD4216'RECOVERED AS DESCRIBED.  STATION IS IN A SMALL ROAD SIDE RESTAREA/PARK
 RD4216'LOCATED AT THE SOUTH END OF CANNON BEACH ON US 101.
 RD4216
 RD4216                          STATION RECOVERY (1998)
 RD4216
 RD4216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CLS)
 RD4216'THE STATION IS LOCATED IN THE SOUTH END OF CANNON BEACH, IN THE
 RD4216'NORTHWEST ANGLE OF THE SOUTHERN ENTRANCE (SOUTH HEMLOCK STREET) INTO
 RD4216'THE CANNON BEACH AREA FROM U.S. HIGHWAY 101, IN SOUTH END OF SMALL
 RD4216'GRASSY AREA SURROUNDED BY BUSHES.  OWNERSHIP--CITY OF CANNON BEACH. TO
 RD4216'REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 26 AND 101, ABOUT
 RD4216'4.5 KM (2.80 MI) SOUTH OF SEASIDE, GO SOUTHERLY ON HIGHWAY 101 FOR 9.6
 RD4216'KM (5.95 MI) TO THE SOUTHERNMOST EXIT (SOUTH HEMLOCK STREET) INTO THE
 RD4216'CANNON BEACH AREA AND THE STATION ON THE RIGHT.  THE STATION IS AN
 RD4216'OREGON PRIMARY GPS STATION DISK CEMENTED INTO A DRILL HOLE IN THE TOP
 RD4216'OF A 3 METER (9.8 FT) SQUARE CONCRETE PAD THAT USED TO SUPPORT A SMALL
 RD4216'CANNON.  IT IS 25.6 M (84.0 FT) WEST FROM THE CENTER OF HIGHWAY 101,
 RD4216'18.0 M (59.1 FT) NORTH FROM THE CENTER OF SOUTH HEMLOCK STREET, 12.0 M
 RD4216'(39.4 FT) NORTHEAST FROM THE ENTERING CANNON BEACH SIGN, AND 0.65 M
 RD4216'(2.13 FT) SOUTHWEST FROM THE NORTHEAST CORNER OF THE CONCRETE PAD.
 RD4216
 RD4216                          STATION RECOVERY (2000)
 RD4216
 RD4216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (CLS)
 RD4216'RECOVERED AS DESCRIBED.
 RD4216
 RD4216                          STATION RECOVERY (2002)
 RD4216
 RD4216'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 RD4216'RECOVERED IN GOOD CONDITION.
 RD4216
 RD4216                          STATION RECOVERY (2006)
 RD4216
 RD4216'RECOVERY NOTE BY GEOCACHING 2006 (HMT)
 RD4216'SATELLITE SUITABILITY WOULD NOW BE MARGINAL BECAUSE OF SURROUNDING
 RD4216'TREES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1366 ***********************************************************************
 OA1366  DESIGNATION -  CANNERY
 OA1366  PID         -  OA1366
 OA1366  STATE/COUNTY-  OR/COOS
 OA1366  USGS QUAD   -  NORTH BEND (1971)
 OA1366
 OA1366                         *CURRENT SURVEY CONTROL
 OA1366  ___________________________________________________________________
 OA1366* NAD 83(1991)-  43 23 01.90977(N)    124 10 37.11130(W)     ADJUSTED  
 OA1366* NAVD 88     -              **(meters)            **(feet)            
 OA1366  ___________________________________________________________________
 OA1366  LAPLACE CORR-          15.55  (seconds)                    DEFLEC99
 OA1366  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 OA1366  HORZ ORDER  -  THIRD
 OA1366
 OA1366.The horizontal coordinates were established by classical geodetic methods
 OA1366.and adjusted by the National Geodetic Survey in October 1991.
 OA1366
 OA1366
 OA1366.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1366
 OA1366.The geoid height was determined by GEOID03.
 OA1366
 OA1366;                    North         East     Units Scale Factor Converg.
 OA1366;SPC OR S     -   197,290.277 1,202,174.077   MT  0.99990165   -2 30 56.1
 OA1366;SPC OR S     -   647,277.81  3,944,140.67   iFT  0.99990165   -2 30 56.1
 OA1366;UTM  10      - 4,804,116.290   404,665.646   MT  0.99971180   -0 48 30.6
 OA1366
 OA1366                          SUPERSEDED SURVEY CONTROL
 OA1366
 OA1366  NAD 83(1986)-  43 23 01.90704(N)    124 10 37.15697(W) AD(       ) 4
 OA1366  NAD 27      -  43 23 02.51200(N)    124 10 32.76700(W) AD(       ) 3
 OA1366
 OA1366.Superseded values are not recommended for survey control.
 OA1366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1366.See file dsdata.txt to determine how the superseded data were derived.
 OA1366
 OA1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP0466604116(NAD 83)
 OA1366
 OA1366  HISTORY     - Date     Condition        Report By
 OA1366  HISTORY     - 1889     MONUMENTED       CGS
 OA1366  HISTORY     - 1948     SEE DESCRIPTION  CGS
 OA1366  HISTORY     - 19940624 MARK NOT FOUND   USPSQD
 OA1366
 OA1366                          STATION DESCRIPTION
 OA1366
 OA1366'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RAE)
 OA1366'A SEARCH IN THE AREA INDICATED BY THE GEOGRAPHIC POSITION REVEALED
 OA1366'NO TRACE OF EITHER A MONUMENTED STATION OR OF ANY NATURAL
 OA1366'OBJECT.  IT IS RECOMMENDED THAT THIS STATION BE CLASSIFIED AS LOST.
 OA1366
 OA1366                          STATION RECOVERY (1994)
 OA1366
 OA1366'RECOVERY NOTE BY US POWER SQUADRON 1994
 OA1366'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2598 ***********************************************************************
 QE2598  DESIGNATION -  CANNERY HILL
 QE2598  PID         -  QE2598
 QE2598  STATE/COUNTY-  OR/LANE
 QE2598  USGS QUAD   -  MERCER LAKE (1984)
 QE2598
 QE2598                         *CURRENT SURVEY CONTROL
 QE2598  ___________________________________________________________________
 QE2598* NAD 83(1991)-  44 00 19.56478(N)    124 07 29.84048(W)     ADJUSTED  
 QE2598* NAVD 88     -        44.3    (meters)     145.     (feet)  VERTCON   
 QE2598  ___________________________________________________________________
 QE2598  LAPLACE CORR-          14.34  (seconds)                    DEFLEC99
 QE2598  GEOID HEIGHT-         -24.76  (meters)                     GEOID03
 QE2598  HORZ ORDER  -  THIRD
 QE2598
 QE2598.The horizontal coordinates were established by classical geodetic methods
 QE2598.and adjusted by the National Geodetic Survey in October 1991.
 QE2598
 QE2598.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE2598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE2598
 QE2598.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2598
 QE2598.The geoid height was determined by GEOID03.
 QE2598
 QE2598;                    North         East     Units Scale Factor Converg.
 QE2598;SPC OR S     -   266,098.307 1,209,373.011   MT  1.00000139   -2 28 48.0
 QE2598;SPC OR S     -   873,025.94  3,967,759.22   iFT  1.00000139   -2 28 48.0
 QE2598;UTM  10      - 4,873,091.572   409,815.700   MT  0.99970003   -0 46 53.7
 QE2598
 QE2598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2598!SPC OR S     -   0.99999693  x   1.00000139  =   0.99999832
 QE2598!UTM  10      -   0.99999693  x   0.99970003  =   0.99969696
 QE2598
 QE2598|---------------------------------------------------------------------|
 QE2598| PID    Reference Object                     Distance      Geod. Az  |
 QE2598|                                                           dddmmss.s |
 QE2598| CD9664 CANNERY HILL RM NE                    8.240 METERS 04121     |
 QE2598| QE2586 GREEN 2                             APPROX. 3.7 KM 0970515.4 |
 QE2598| QE2600 CANNERY HILL RM 3 RESET               9.854 METERS 21854     |
 QE2598| CD9663 CANNERY HILL RM 4                     9.318 METERS 25708     |
 QE2598| CD9665 CANNERY HILL RM W                     8.300 METERS 27129     |
 QE2598| CD9666 CANNERY HILL WM 1                                  28220     |
 QE2598| CD9667 CANNERY HILL WM 2                                  29927     |
 QE2598|---------------------------------------------------------------------|
 QE2598
 QE2598                          SUPERSEDED SURVEY CONTROL
 QE2598
 QE2598  NAD 83(1986)-  44 00 19.57241(N)    124 07 29.89500(W) AD(       ) 3
 QE2598  NAD 27      -  44 00 20.13400(N)    124 07 25.47100(W) AD(       ) 3
 QE2598  NGVD 29 (07/19/86)   43.3    (m)          142.     (f) VERT ANG    3  
 QE2598
 QE2598.Superseded values are not recommended for survey control.
 QE2598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2598.See file dsdata.txt to determine how the superseded data were derived.
 QE2598
 QE2598_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP0981673092(NAD 83)
 QE2598_MARKER: DS = TRIANGULATION STATION DISK
 QE2598_SETTING: 80 = SET IN A BOULDER
 QE2598_MARK LOGO: CGS   
 QE2598_MAGNETIC: N = NO MAGNETIC MATERIAL
 QE2598_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QE2598+STABILITY: POSITION/ELEVATION WELL
 QE2598
 QE2598  HISTORY     - Date     Condition        Report By
 QE2598  HISTORY     - 1883     MONUMENTED       CGS
 QE2598  HISTORY     - 1908     SEE DESCRIPTION  CGS
 QE2598  HISTORY     - 1933     SEE DESCRIPTION  CGS
 QE2598  HISTORY     - 1934     SEE DESCRIPTION  ORGS
 QE2598  HISTORY     - 1956     SEE DESCRIPTION  CGS
 QE2598  HISTORY     - 19850213 GOOD             NGS
 QE2598
 QE2598                          STATION DESCRIPTION
 QE2598
 QE2598'DESCRIBED BY COAST AND GEODETIC SURVEY 1908
 QE2598'STATION IS ON A CHAPARRAL-COVERED SAND HILL ABOUT 120 METERS E OF
 QE2598'AN OLD CANNERY AND SAWMILL AND NEAR THE WESTERN EDGE OF THE
 QE2598'SUMMIT.  THE STATION IS MARKED BY A DRILL HOLE IN A PIECE OF THE
 QE2598'BACKBONE OF A WHALE BURIED 2 FEET AND AT THE SURFACE BY A STANDARD
 QE2598'DISK STATION MARK SET IN A ROCK.  THE TWO REFERENCE MARKS ARE
 QE2598'3/8-INCH BRASS BOLTS CEMENTED IN ROCK.  ONE IS W 8.30 METERS AND
 QE2598'THE OTHER IS NE 8.24 METERS.
 QE2598
 QE2598                          STATION RECOVERY (1933)
 QE2598
 QE2598'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (LAM)
 QE2598'STATION IS ON THE E BANK OF SIUSLAW RIVER ABOUT 1 MILE SE OF THE
 QE2598'MOUTH.  THE STATION IS ON A BRUSH-COVERED SAND HILL ABOUT 120
 QE2598'METERS E OF AN OLD CANNERY AND SAWMILL, AND NEAR THE W EDGE OF THE
 QE2598'SUMMIT.  IT IS NORTHERLY FROM A COAST GUARD STATION.
 QE2598'
 QE2598'THE STATION IS MARKED BY A STANDARD BRONZE DISK WEDGED IN A DRILL
 QE2598'HOLE IN A BOULDER, WITH AN UNDERGROUND MARK CONSISTING OF A DRILL
 QE2598'HOLE IN A PIECE OF THE BACKBONE OF A WHALE, 2 FEET BELOW THE
 QE2598'SURFACE.
 QE2598'
 QE2598'THERE ARE TWO REFERENCE MARKS, CONSISTING OF 3/8-INCH BRASS BOLTS
 QE2598'CEMENTED IN ROCKS, ONE 8.30 METERS W FROM THE STATION AND THE
 QE2598'OTHER 8.24 METERS NE FROM THE STATION.
 QE2598
 QE2598                          STATION RECOVERY (1934)
 QE2598
 QE2598'RECOVERY NOTE BY OREGON GEODETIC SURVEY 1934
 QE2598'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  IT IS
 QE2598'LOCATED 20 FEET SE OF THE LOOKOUT STATION OF U.S. COAST GUARD
 QE2598'STATION AT FLORENCE.
 QE2598
 QE2598                          STATION RECOVERY (1956)
 QE2598
 QE2598'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (LSB)
 QE2598'THE STATION WAS RECOVERED FROM THE ORIGINAL DESCRIPTION.  THE
 QE2598'STATION MARK WAS RECOVERED AND IN GOOD CONDITION.  REFERENCE MARKS 1
 QE2598'AND 2 WERE SEARCHED FOR BUT NOT FOUND AND ARE PRESUMED TO HAVE
 QE2598'BEEN DESTROYED.  REFERENCE MARKS 3 AND 4 WERE ESTABLISHED AND A
 QE2598'DESCRIPTION OF THE NEW MARKS FOLLOW--
 QE2598'
 QE2598'REFERENCE MARK 3 IS A STANDARD DISK STAMPED CANNERY HILL NO 3
 QE2598'1883.  IT IS CEMENTED IN A DRILL HOLE ON THE TOP OF A 4X6-FOOT
 QE2598'SLAB OF CONCRETE THAT WAS FORMERLY THE BASE OF AN ENGINE ROOM OF
 QE2598'A COAST GUARD OBSERVATION TOWER.  THE CONCRETE BASE PROJECTS 18
 QE2598'INCHES.
 QE2598'
 QE2598'REFERENCE MARK 4 IS A STANDARD DISK STAMPED CANNERY HILL NO 4
 QE2598'1883.  IT IS CEMENTED IN A DRILL HOLE ON THE TOP OF THE CONCRETE
 QE2598'BASE OF THE NORTHWEST LEG OF THE FORMER TOWER.  THE CONCRETE BASE
 QE2598'PROJECTS 18 INCHES.
 QE2598
 QE2598                          STATION RECOVERY (1985)
 QE2598
 QE2598'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 QE2598'THE STATION AND REFERENCE MARK 4 WERE RECOVERED IN GOOD CONDITION,
 QE2598'REFERENCE MARK 2 HAD BEEN REMOVED FROM THE CONCRETE FOUNDATION ANOTHER
 QE2598'DISK WAS SET INTO THE SAME DRILL HOLE.  THE STATION IS LOCATED ABOUT
 QE2598'4.0 KM (2.50 MI) NNE OF FLORENCE, 1.6 KM (1.00 MI) SOUTH OF THE MOUTH
 QE2598'OF THE SUISLAW RIVER, 0.4 KM (0.25 MI) NORTH OF THE HIGHEST POINT OF A
 QE2598'TREE COVERED HILL AT THE FORMER SITE OF A COAST GUARD OBSERVATION
 QE2598'TOWER.  TO REACH FROM THE NORTH END OF THE HIGHWAY BRIDGE OVER THE
 QE2598'SUISLAW RIVER IN FLORENCE GO NORTH ON US 101 FOR 0.3 MILE, (0.5 KM)
 QE2598'TURN LEFT ON RHODENRON DRIVE AND GO 3.1 MILES (5.0 KM) TURN LEFT ONTO
 QE2598'N COAST GUARD ROAD AND GO ABOUT 100 METERS (328.1 FT) AND END OF TRUCK
 QE2598'TRAVEL.  PACK WEST ON OLD BRUSHY ROAD TO OLD TOWER SITE AND STATION.
 QE2598'ABOUT A 30 MIN PACK.
 QE2598' 
 QE2598'THE STATION IS AN OLD STYLE TRIANGULATION DISK, UNSTAMPED WEDGED INTO
 QE2598'A DRILL HOLE IN A BOULDER, FLUSH WITH THE SURFACE OF THE GROUND.  IT
 QE2598'IS 9.863 METERS (32.359 FT) SW OF RM 3, 6.304 METERS (20.682 FT) WSW
 QE2598'OF RM 4, 4.65 METERS (15.26 FT) EAST FROM THE CENTER OF THE NE
 QE2598'CONCRETE FOOTING, 0.6 METER (2.0 FT) NE FROM A 3 METER (9.8 FT) HIGH
 QE2598'BANNER BOARD AND 0.5 METER (1.6 FT) SOUTH FROM A WITNESS POST.  RM 3
 QE2598'IS A NGS RM DISK STAMPED--CANNERY HILL 1883 NO 3 1956 1985-.  RM 3 IS
 QE2598'SET INTO A DRILL HOLE IN THE APPROXIMATE CENTER OF 2.15 METER (7.05
 QE2598'FT) BY 1.5 METER (4.9 FT) CONCRETE PAD.  IT IS ABOUT 40 CM ABOVE THE
 QE2598'SURFACE OF THE GROUND.  IT IS 10.5 METERS (34.4 FT) SW FROM A WITNESS
 QE2598'POST, 2.9 METERS (9.5 FT) SW FROM THE CENTER OF THE SE ONE OF FOUR
 QE2598'CONCRETE FOUNDATIONS AND 2.7 METERS (8.9 FT) SE FROM THE SW REFERENCE
 QE2598'MARK 4 IS A STANDARD REFERENCE MARK DISK STAMPED---CANNERY HILL NO 4
 QE2598'1883---, SET INTO A DRILL HOLE IN THE NORTHWEST ONE OF FOUR CONCRETE
 QE2598'FOOTINGS.  THE FOOTING IS 0.9 METER (3.0 FT) SQUARE AND PROJECTS 15
 QE2598'CM.  IT IS 0.65 NE FROM THE SW CORNER OF THE FOUNDATION AND 0.27 METER
 QE2598'(0.89 FT) N FROM THE SOUTH EDGE OF THE FOUNDATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2600 ***********************************************************************
 QE2600  DESIGNATION -  CANNERY HILL RM 3 RESET
 QE2600  PID         -  QE2600
 QE2600  STATE/COUNTY-  OR/LANE
 QE2600  USGS QUAD   -  MERCER LAKE (1984)
 QE2600
 QE2600                         *CURRENT SURVEY CONTROL
 QE2600  ___________________________________________________________________
 QE2600* NAD 83(1991)-  44 00 19.31632(N)    124 07 30.11824(W)     ADJUSTED  
 QE2600* NAVD 88     -        44.4    (meters)     146.     (feet)  VERTCON   
 QE2600  ___________________________________________________________________
 QE2600  LAPLACE CORR-          14.33  (seconds)                    DEFLEC99
 QE2600  GEOID HEIGHT-         -24.76  (meters)                     GEOID03
 QE2600  HORZ ORDER  -  SECOND
 QE2600
 QE2600.The horizontal coordinates were established by classical geodetic methods
 QE2600.and adjusted by the National Geodetic Survey in October 1991.
 QE2600
 QE2600.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE2600.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE2600
 QE2600.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2600
 QE2600.The geoid height was determined by GEOID03.
 QE2600
 QE2600;                    North         East     Units Scale Factor Converg.
 QE2600;SPC OR S     -   266,090.914 1,209,366.497   MT  1.00000137   -2 28 48.2
 QE2600;SPC OR S     -   873,001.69  3,967,737.85   iFT  1.00000137   -2 28 48.2
 QE2600;UTM  10      - 4,873,083.990   409,809.410   MT  0.99970004   -0 46 53.9
 QE2600
 QE2600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2600!SPC OR S     -   0.99999691  x   1.00000137  =   0.99999828
 QE2600!UTM  10      -   0.99999691  x   0.99970004  =   0.99969696
 QE2600
 QE2600|---------------------------------------------------------------------|
 QE2600| PID    Reference Object                     Distance      Geod. Az  |
 QE2600|                                                           dddmmss.s |
 QE2600| QE2598 CANNERY HILL                          9.854 METERS 03854     |
 QE2600| QE2586 GREEN 2                             APPROX. 3.7 KM 0965726.8 |
 QE2600|---------------------------------------------------------------------|
 QE2600
 QE2600                          SUPERSEDED SURVEY CONTROL
 QE2600
 QE2600  NAD 83(1986)-  44 00 19.32394(N)    124 07 30.17276(W) AD(       ) 2
 QE2600  NAD 27      -  44 00 19.88600(N)    124 07 25.74900(W) AD(       ) 2
 QE2600  NGVD 29 (07/19/86)   43.4    (m)          142.     (f) VERT ANG    3  
 QE2600
 QE2600.Superseded values are not recommended for survey control.
 QE2600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2600.See file dsdata.txt to determine how the superseded data were derived.
 QE2600
 QE2600_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP0980973084(NAD 83)
 QE2600_MARKER: DR = REFERENCE MARK DISK
 QE2600_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QE2600_SP_SET: CONCRETE PAD
 QE2600_STAMPING: CANNERY HILL 1883 NO 3 1956 1985
 QE2600_MARK LOGO: NGS   
 QE2600_MAGNETIC: N = NO MAGNETIC MATERIAL
 QE2600_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE2600
 QE2600  HISTORY     - Date     Condition        Report By
 QE2600  HISTORY     - 1985     MONUMENTED       NGS
 QE2600
 QE2600                          STATION DESCRIPTION
 QE2600
 QE2600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (DEB)
 QE2600'THE STATION WAS FOUND BUT ONLY THE SHANK REMAINED.  CANNERY HILL 1956
 QE2600'AND REFERENCE MARK 4 WERE RECOVERED IN GOOD CONDITION.  ANOTHER R.M
 QE2600'DISK WAS SET INTO THE SAME HOLE AS RM 3.  THE STATION IS LOCATED ABOUT
 QE2600'4.0 KM (2.50 MI) NNE OF FLORENCE 1.6 KM (1.00 MI) SOUTH OF THE MOUTH
 QE2600'OF THE SUISLAW RIVER, 0.4 KM (0.25 MI) NORTH OF THE HIGHEST POINT OF A
 QE2600'TREE COVERED HILL AT THE FORMER SITE OF A COAST GUARD OBSERVATION
 QE2600'TOWER.  TO REACH THE STATION FROM THE NORTH END OF THE HIGHWAY BRIDGE
 QE2600'OVER THE SUISLAW RIVER AT FLORENCE, GO NORTH ON U.S HIGHWAY 101 FOR
 QE2600'0.5 KM, (0.30 MI) TURN LEFT ONTO RHODENRON DRIVE AND GO 4.5 KM (2.80
 QE2600'MI) TO ROAD FORK, (LEFT FORK GOES TO COAST GUARD STATION) KEEP RIGHT
 QE2600'AND GO 0.5 KM (0.30 MI) TO A T JUNCTION.  TURN LEFT ON N COAST GUARD
 QE2600'ROAD AND GO ABOUT 100 METERS (328.1 FT) TO END OF TRUCK TRAVEL.  PACK
 QE2600'WEST ON OLD ROAD TO OLD TOWER SITE AND STATION.  IT IS ABOUT A 30
 QE2600'MINUTE PACK ON A VERY BRUSHY ROAD.
 QE2600' 
 QE2600'THE STATION IS A STANDARD NGS REFERENCE MARK DISK STAMPED---CANNERY HI
 QE2600'1883 NO 3 1956 1985---, SET INTO THE APPROXIMATE CENTER OF A 2.15 METE
 QE2600'(7.05 FT) BY 1.50 CONCRETE PAD.  IT IS 40 CM ABOVE THE GROUND.  THE
 QE2600'STATION IS LOCATED 10.5 METERS (34.4 FT) SOUTHWEST FROM A WITNESS
 QE2600'POST, 2.9 METERS (9.5 FT) SOUTHWEST FROM THE CENTER OR THE SE ONE OF
 QE2600'FOUR CONCRETE FOUNDATIONS, 2.7 METERS (8.9 FT) SOUTHEAST FROM THE
 QE2600'SOUTHWEST ONE OF FOUR CONCRETE FOUNDATIONS.  REFERENCE MARK NO 4, IS A
 QE2600'STANDARD CGS DISK STAMPED---CANNERY HILL NO 4 1883---, SET INTO THE
 QE2600'TOP OF THE NW ONE OF FOUR CONCRETE FOOTINGS OF OLD OBSERVATION TOWER.
 QE2600'THE FOOTING IS 0.9 METER (3.0 FT) SQUARE AND PROJECTS 15 CM.  THE
 QE2600'STATION IS LOCATED 0.65 METERS (2.13 FT) NORTHEAST FROM THE SOUTHWEST
 QE2600'CORNER OF THE FOUNDATION, 0.27 METERS (0.89 FT) NORTH FROM THE EDGE OF
 QE2600'THE FOUNDATION AND ABOUT THE SAME ELEVATION AS THE STATION.  REFERENCE
 QE2600'MARK NO 5, IS AN OLD STYLE USC+GS TRIANGULATION DISK UNSTAMPED WEDGED
 QE2600'INTO A DRILL HOLE IN A BURIED BOULDER FLUSH WITH THE THE SURFACE OF
 QE2600'THE GROUND.  THE STATION IS LOCATED 4.65 METERS (15.26 FT) EAST FROM
 QE2600'THE CENTER OF THE NE CORNER FOOTING, 0.5 METERS (1.6 FT) SOUTH FROM A
 QE2600'WITNESS POST, 0.6 METERS (2.0 FT) NORTHEAST FROM A 3 METER (9.8 FT)
 QE2600'HIGH BANNER BOARD HYDRO SIGNAL AND ABOUT THE SAME ELEVATION AS THE
 QE2600'STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1228 ***********************************************************************
 OA1228  DESIGNATION -  CANNERY SANDS DIKE LIGHT
 OA1228  PID         -  OA1228
 OA1228  STATE/COUNTY-  OR/DOUGLAS
 OA1228  USGS QUAD   -  WINCHESTER BAY (1985)
 OA1228
 OA1228                         *CURRENT SURVEY CONTROL
 OA1228  ___________________________________________________________________
 OA1228* NAD 83(1991)-  43 44 32.06748(N)    124 07 46.46374(W)     ADJUSTED  
 OA1228* NAVD 88     -              **(meters)            **(feet)            
 OA1228  ___________________________________________________________________
 OA1228  LAPLACE CORR-          13.84  (seconds)                    DEFLEC99
 OA1228  GEOID HEIGHT-         -25.08  (meters)                     GEOID03
 OA1228  HORZ ORDER  -  THIRD
 OA1228
 OA1228.The horizontal coordinates were established by classical geodetic methods
 OA1228.and adjusted by the National Geodetic Survey in October 1991.
 OA1228
 OA1228
 OA1228.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1228
 OA1228.The geoid height was determined by GEOID03.
 OA1228
 OA1228;                    North         East     Units Scale Factor Converg.
 OA1228;SPC OR S     -   236,899.247 1,207,736.076   MT  0.99994471   -2 28 59.4
 OA1228;SPC OR S     -   777,228.50  3,962,388.70   iFT  0.99994471   -2 28 59.4
 OA1228;UTM  10      - 4,843,864.703   409,046.051   MT  0.99970175   -0 46 51.8
 OA1228
 OA1228                          SUPERSEDED SURVEY CONTROL
 OA1228
 OA1228  NAD 83(1986)-  43 44 32.07125(N)    124 07 46.51220(W) AD(       ) 4
 OA1228  NAD 27      -  43 44 32.64800(N)    124 07 42.09695(W) AD(       ) 3
 OA1228
 OA1228.Superseded values are not recommended for survey control.
 OA1228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1228.See file dsdata.txt to determine how the superseded data were derived.
 OA1228
 OA1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP0904643865(NAD 83)
 OA1228
 OA1228  HISTORY     - Date     Condition        Report By
 OA1228  HISTORY     - 1966     MONUMENTED       CGS
 OA1228  HISTORY     - 1971     SEE DESCRIPTION  NGS
 OA1228
 OA1228                          STATION DESCRIPTION
 OA1228
 OA1228'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (HJS)
 OA1228'LOCATED ABOUT 1-1/4 MILES NORTHWEST OF GARDINER, ON THE NORTHWEST
 OA1228'END OF A PILING DIKE THAT EXTENDS IN A NORTHWESTERLY DIRECTION FROM
 OA1228'THE NORTH END OF CANNERY ISLAND (STEAMBOAT ISLAND), AND ABOUT IN
 OA1228'THE MIDDLE OF THE UMPQUA RIVER.
 OA1228'
 OA1228'THE STATION IS THE LIGHT ATOP A 3-FOOT BY 5-FOOT HIGH METAL
 OA1228'CYLINDER, ON THE PLATFORM OF A DOLPHIN.
 OA1228'
 OA1228'LIGHT LIST NO. 1327 (1965).
 OA1228
 OA1228                          STATION RECOVERY (1971)
 OA1228
 OA1228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (GCS)
 OA1228'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE
 OA1228'DESCRIPTION BY H.J.S. 1966 IS ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2302 ***********************************************************************
 QE2302  DESIGNATION -  CANNIBAL MOUNTAIN LOT
 QE2302  PID         -  QE2302
 QE2302  STATE/COUNTY-  OR/LINCOLN
 QE2302  USGS QUAD   -  CANNIBAL MTN (1984)
 QE2302
 QE2302                         *CURRENT SURVEY CONTROL
 QE2302  ___________________________________________________________________
 QE2302* NAD 83(1991)-  44 20 55.49152(N)    123 53 11.45725(W)     ADJUSTED  
 QE2302* NAVD 88     -              **(meters)            **(feet)            
 QE2302  ___________________________________________________________________
 QE2302  LAPLACE CORR-           7.19  (seconds)                    DEFLEC99
 QE2302  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 QE2302  HORZ ORDER  -  THIRD
 QE2302
 QE2302.The horizontal coordinates were established by classical geodetic methods
 QE2302.and adjusted by the National Geodetic Survey in October 1991.
 QE2302
 QE2302
 QE2302.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2302
 QE2302.The geoid height was determined by GEOID03.
 QE2302
 QE2302;                    North         East     Units Scale Factor Converg.
 QE2302;SPC OR N     -    81,453.944 2,230,056.627   MT  0.99999615   -2 24 06.0
 QE2302;SPC OR N     -   267,237.35  7,316,458.75   iFT  0.99999615   -2 24 06.0
 QE2302;SPC OR S     -   303,416.291 1,230,021.113   MT  1.00010740   -2 19 00.8
 QE2302;SPC OR S     -   995,460.27  4,035,502.34   iFT  1.00010740   -2 19 00.8
 QE2302;UTM  10      - 4,910,990.785   429,341.956   MT  0.99966140   -0 37 11.0
 QE2302
 QE2302                          SUPERSEDED SURVEY CONTROL
 QE2302
 QE2302  NAD 83(1986)-  44 20 55.51840(N)    123 53 11.50254(W) AD(       ) 4
 QE2302  NAD 27      -  44 20 56.08313(N)    123 53 07.09142(W) AD(       ) 3
 QE2302
 QE2302.Superseded values are not recommended for survey control.
 QE2302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2302.See file dsdata.txt to determine how the superseded data were derived.
 QE2302
 QE2302_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ2934210991(NAD 83)
 QE2302
 QE2302  HISTORY     - Date     Condition        Report By
 QE2302  HISTORY     - 1936     MONUMENTED       USFS
 QE2302
 QE2302                          STATION DESCRIPTION
 QE2302
 QE2302'DESCRIBED BY US FOREST SERVICE 1936
 QE2302'THIS OCCUPIED STATION IS THE CENTER OF THE U.S. FOREST SERVICE
 QE2302'40-FOOT TOWER WITH HOUSE ON THE SUMMIT OF CANNIBAL MOUNTAIN, ABOUT
 QE2302'10 MILES, AIRLINE, SE OF WALDPORT.
 QE2302'
 QE2302'STATION NOT MARKED.  REFERENCE DISK SET IN ROCK OUTCROP.
 QE2302'
 QE2302'BEST REACHED FROM YACHATS ON OREGON COAST HIGHWAY BY DRIVING E
 QE2302'ABOUT 20 MILES OVER FOREST ROADS TO LOOKOUT.  PART OF THIS ROUTE
 QE2302'UNDER CONSTRUCTION IN 1936.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2303 ***********************************************************************
 QE2303  DESIGNATION -  CANNIBAL MTN
 QE2303  PID         -  QE2303
 QE2303  STATE/COUNTY-  OR/LINCOLN
 QE2303  USGS QUAD   -  CANNIBAL MTN (1984)
 QE2303
 QE2303                         *CURRENT SURVEY CONTROL
 QE2303  ___________________________________________________________________
 QE2303* NAD 83(1991)-  44 20 55.37136(N)    123 53 11.31422(W)     ADJUSTED  
 QE2303* NAVD 88     -       594.     (meters)    1949.     (feet)  SCALED    
 QE2303  ___________________________________________________________________
 QE2303  LAPLACE CORR-           7.19  (seconds)                    DEFLEC99
 QE2303  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 QE2303  HORZ ORDER  -  THIRD
 QE2303
 QE2303.The horizontal coordinates were established by classical geodetic methods
 QE2303.and adjusted by the National Geodetic Survey in October 1991.
 QE2303
 QE2303.The orthometric height was scaled from a topographic map.
 QE2303
 QE2303.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2303
 QE2303.The geoid height was determined by GEOID03.
 QE2303
 QE2303;                    North         East     Units Scale Factor Converg.
 QE2303;SPC OR N     -    81,450.106 2,230,059.637   MT  0.99999616   -2 24 05.9
 QE2303;SPC OR N     -   267,224.76  7,316,468.63   iFT  0.99999616   -2 24 05.9
 QE2303;SPC OR S     -   303,412.457 1,230,024.129   MT  1.00010739   -2 19 00.7
 QE2303;SPC OR S     -   995,447.69  4,035,512.23   iFT  1.00010739   -2 19 00.7
 QE2303;UTM  10      - 4,910,987.043   429,345.083   MT  0.99966139   -0 37 10.9
 QE2303
 QE2303!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2303!SPC OR N     -   0.99991045  x   0.99999616  =   0.99990661
 QE2303!SPC OR S     -   0.99991045  x   1.00010739  =   1.00001783
 QE2303!UTM  10      -   0.99991045  x   0.99966139  =   0.99957187
 QE2303
 QE2303                          SUPERSEDED SURVEY CONTROL
 QE2303
 QE2303  NAD 83(1986)-  44 20 55.39784(N)    123 53 11.36018(W) AD(       ) 3
 QE2303  NAD 27      -  44 20 55.96296(N)    123 53 06.94846(W) AD(       ) 3
 QE2303
 QE2303.Superseded values are not recommended for survey control.
 QE2303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2303.See file dsdata.txt to determine how the superseded data were derived.
 QE2303
 QE2303_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ2934510987(NAD 83)
 QE2303_MARKER: DD = SURVEY DISK
 QE2303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE2303_STAMPING: CANNIBAL 1936
 QE2303_MARK LOGO: USFS  
 QE2303_MAGNETIC: N = NO MAGNETIC MATERIAL
 QE2303_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE2303
 QE2303  HISTORY     - Date     Condition        Report By
 QE2303  HISTORY     - 1936     MONUMENTED       USFS
 QE2303  HISTORY     - 19850115 GOOD             NGS
 QE2303
 QE2303                          STATION DESCRIPTION
 QE2303
 QE2303'DESCRIBED BY US FOREST SERVICE 1936
 QE2303'THIS CHECKED POSITION IS THE REFERENCE MARK FOR STATION CANNIBAL
 QE2303'MOUNTAIN LOOKOUT TOWER (USFS).  SEE UNDER THAT STATION FOR TRAVEL
 QE2303'DIRECTIONS AND OTHER DATA.
 QE2303'
 QE2303'STATION IS MARKED BY A DISK IN ROCK OUTCROP.  CENTER OF LOOKOUT
 QE2303'HOUSE IS 4.88 METERS (16.0 FEET) NW FROM DISK.
 QE2303
 QE2303                          STATION RECOVERY (1985)
 QE2303
 QE2303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 QE2303'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE LOOKOUT TOWER HAS
 QE2303'BEEN DISMANTLED.  REFERENCE MARKS 1 AND 2 WERE ESTABLISHED AT THIS
 QE2303'TIME.  THE STATION IS LOCATED ABOUT 16 KM (9.95 MI) SOUTHEAST OF
 QE2303'WALDPORT ON THE TOP OF CANNIBAL MOUNTAIN.  TO REACH THE STATION FROM
 QE2303'THE INTERSECTION OF HWY 34 AND HIGHWAY 101, GO EASTERLY ON HIGHWAY 34
 QE2303'FOR 21.3 KM, (13.25 MI) TURN RIGHT ONTO FOREST SERVICE ROAD 58 AND GO
 QE2303'11.5 KM (7.15 MI) TO A ROAD FORK, TURN LEFT ONTO ROAD 3210 AND GO 0.3
 QE2303'KM (0.20 MI) TO A ROAD FORK, TURN LEFT AND GO 0.08 KM (0.05 MI) TO A
 QE2303'LOCKED GATE, PASS THROUGH THE GATE AND GO 0.7 KM (0.45 MI) TO A ROAD
 QE2303'FORK, TURN RIGHT AND GO 0.2 KM (0.10 MI) TO THE TOP OF THE HILL AND
 QE2303'STATION.  NOTE, KEY TO LOCKED GATE CAN BE OBTAINED FROM EITHER THE
 QE2303'WALDPOST OR ALSEA RANGER STATIONS.
 QE2303' 
 QE2303'THE STATION IS A STANDARD USFS DISK STAMPED---CANNIBAL 1936---, SET
 QE2303'INTO ROCK OUTCROP, 0.7 METERS (2.3 FT) LARGEST DIMENSION.  THE STATION
 QE2303'IS LOCATED 14 METERS (45.9 FT) SOUTHWEST FROM THE HIGHEST POINT OF
 QE2303'HILL, 5 METERS (16.4 FT) NORTH FROM THE CENTERLINE OF CIRCULAR ROAD,
 QE2303'1.8 METERS (5.9 FT) SOUTHEAST FROM A METAL WITNESS POST.  REFERENCE
 QE2303'MARK NO 1, IS A STANDARD NGS DISK STAMPED---CANNIBAL MTN USFS NO 1
 QE2303'1985---, SET INTO PARTIALLY EXPOSED BOULDER OF, 1.8 METERS (5.9 FT)
 QE2303'LARGEST DIMENSION.  THE STATION IS LOCATED 9.0 METERS (29.5 FT) SOUTH
 QE2303'FROM THE HIGHEST PART OF HILL, 9.0 METERS (29.5 FT) WEST FROM THE
 QE2303'CENTERLINE OF A CIRCULAR TRACK ROAD, 10.0 METERS (32.8 FT) EAST FROM A
 QE2303'METAL WITNESS POST AND 0.3 METERS (1.0 FT) HIGHER THAN THE STATION.
 QE2303'REFERENCE MARK NO 2, IS A STANDARD NGS DISK STAMPED---CANNIBAL MTN
 QE2303'USFS NO 2 1985---, SET INTO ROCK OUTCROP, 1.5 METERS (4.9 FT) LARGEST
 QE2303'DIMENSION.  THE STATION IS LOCATED 5 METERS (16.4 FT) NORTHEAST FROM
 QE2303'THE CENETRLINE OF A CIRCULAR DRIVE, 2.2 METERS (7.2 FT) WEST FROM A
 QE2303'METAL WITNESS POST AND ABOUT THE SAME ELEVATION AS THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB1227 ***********************************************************************
 QB1227  DESIGNATION -  CANTREL
 QB1227  PID         -  QB1227
 QB1227  STATE/COUNTY-  OR/BAKER
 QB1227  USGS QUAD   -  OLDS FERRY NW (1976)
 QB1227
 QB1227                         *CURRENT SURVEY CONTROL
 QB1227  ___________________________________________________________________
 QB1227* NAD 83(1991)-  44 25 54.64989(N)    117 14 57.51958(W)     ADJUSTED  
 QB1227* NAVD 88     -      1516.3    (meters)    4975.     (feet)  VERTCON   
 QB1227  ___________________________________________________________________
 QB1227  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 QB1227  GEOID HEIGHT-         -16.92  (meters)                     GEOID03
 QB1227  HORZ ORDER  -  FIRST
 QB1227
 QB1227.The horizontal coordinates were established by classical geodetic methods
 QB1227.and adjusted by the National Geodetic Survey in October 1991.
 QB1227
 QB1227.The NAVD 88 height was computed by applying the VERTCON shift value to
 QB1227.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QB1227
 QB1227.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB1227
 QB1227.The geoid height was determined by GEOID03.
 QB1227
 QB1227;                    North         East     Units Scale Factor Converg.
 QB1227;SPC OR N     -    90,235.617 2,758,750.976   MT  0.99997665   +2 18 19.2
 QB1227;SPC OR N     -   296,048.61  9,051,020.26   iFT  0.99997665   +2 18 19.2
 QB1227;SPC ID W     -   308,267.201   680,629.300   MT  1.00010851   -1 02 59.0
 QB1227;SPC ID W     - 1,011,373.31  2,233,031.30   sFT  1.00010851   -1 02 59.0
 QB1227;UTM  11      - 4,919,869.199   480,157.261   MT  0.99960484   -0 10 28.3
 QB1227
 QB1227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QB1227!SPC OR N     -   0.99976495  x   0.99997665  =   0.99974161
 QB1227!SPC ID W     -   0.99976495  x   1.00010851  =   0.99987344
 QB1227!UTM  11      -   0.99976495  x   0.99960484  =   0.99936989
 QB1227
 QB1227|---------------------------------------------------------------------|
 QB1227| PID    Reference Object                     Distance      Geod. Az  |
 QB1227|                                                           dddmmss.s |
 QB1227| CD7055 CANTREL RM 1                          3.938 METERS 02204     |
 QB1227| CD7056 CANTREL RM 2                          1.914 METERS 07909     |
 QB1227| QB1240 SALT LAKE PORTLAND AWY BCN 37       APPROX. 2.1 KM 2501520.1 |
 QB1227| CD7054 CANTREL AZ MK                                      3345223.5 |
 QB1227|---------------------------------------------------------------------|
 QB1227
 QB1227                          SUPERSEDED SURVEY CONTROL
 QB1227
 QB1227  NAD 83(1986)-  44 25 54.64963(N)    117 14 57.52097(W) AD(       ) 1
 QB1227  NAD 27      -  44 25 55.06661(N)    117 14 53.87333(W) AD(       ) 1
 QB1227  NGVD 29 (07/19/86) 1515.3    (m)         4971.     (f) VERT ANG    3  
 QB1227
 QB1227.Superseded values are not recommended for survey control.
 QB1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB1227.See file dsdata.txt to determine how the superseded data were derived.
 QB1227
 QB1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK8015719869(NAD 83)
 QB1227_MARKER: DS = TRIANGULATION STATION DISK
 QB1227_SETTING: 66 = SET IN ROCK OUTCROP
 QB1227_SP_SET: SET IN BEDROCK
 QB1227_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QB1227+STABILITY: POSITION/ELEVATION WELL
 QB1227
 QB1227  HISTORY     - Date     Condition        Report By
 QB1227  HISTORY     - 1945     MONUMENTED       USGS
 QB1227  HISTORY     - 1958     SEE DESCRIPTION  CGS
 QB1227  HISTORY     - 1984     GOOD             LOCENG
 QB1227
 QB1227                          STATION DESCRIPTION
 QB1227
 QB1227'DESCRIBED BY US GEOLOGICAL SURVEY 1945 (ANS)
 QB1227'THE STATION IS LOCATED AT THE HEAD OF CANTREL GULCH, ON A PROMINENT
 QB1227'ROUND-TOPPED MOUNTAIN, ABOUT 5 MILES NE OF HUNTINGTON, 2-1/2 MILES
 QB1227'NE OF LIME, AND 2 MILES E OF THE SNAKE RIVER.  THE MARK IS 8 FEET
 QB1227'SSW OF THE ONLY OUTCROP ON THE HILL AND ABOUT 1-1/2 FEET LOWER
 QB1227'THAN THE OUTCROP.
 QB1227'
 QB1227'STATION MARK IS A BRONZE STATION DISK, STAMPED CANTREL 1945, AND
 QB1227'SET IN BEDROCK PROJECTING ABOUT 6 INCHES.  NO UNDERGROUND MARK
 QB1227'WAS SET.
 QB1227'
 QB1227'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK, STAMPED CANTREL NO
 QB1227'1 1945, AND SET IN OUTCROP WHICH IS ABOUT 1-1/2 FEET HIGHER THAN
 QB1227'THE STATION.  IT IS ON THE NE SHOULDER OF THE MOUNTAIN AND 2 FEET
 QB1227'S OF THE N EDGE OF THE OUTCROP.
 QB1227'
 QB1227'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK, STAMPED CANTREL NO
 QB1227'2 1945, AND SET IN THE S END OF THE OUTCROP PROJECTING ABOUT 2
 QB1227'FEET.  IT IS ON THE E EDGE OF THE TOP OF THE MOUNTAIN AND 3 FEET
 QB1227'N OF THE S END OF THE OUTCROP.
 QB1227'
 QB1227'THE AZIMUTH MARK IS A BRONZE AZIMUTH DISK, STAMPED CANTREL 1945,
 QB1227'AND SET IN OUTCROP PROJECTING ABOUT 2 FEET.  IT IS 100 YARDS NNE
 QB1227'OF AN OLD MINE AND 50 YARDS E OF THE HIGHEST PART OF THE RIDGE.
 QB1227'
 QB1227'TO REACH THE STATION FROM LIME AT THE OREGON PORTLAND CEMENT
 QB1227'COMPANY, FOLLOW U.S. HIGHWAY 30 TOWARD BAKER FOR 0.3 MILE TO A
 QB1227'SIDE ROAD TO THE RIGHT AND STOCK PENS.  TURN RIGHT, N, AND THEN
 QB1227'LEFT, W, ON THE RIGHT HAND ROAD, FOLLOW THIS ROAD UP HILL TAKING
 QB1227'ALL LEFT HAND ROADS FOR 0.5 MILE TO A CATTLE GUARD.  CONTINUE THE
 QB1227'ROAD AHEAD UP THE MOUNTAIN FOR 3.0 MILES TO THE RANCH HOUSE AND
 QB1227'END OF TRUCK TRAVEL.  PACK NE PASSING THE BARN AND FOLLOW THE
 QB1227'FENCE LINE TO THE N FOR ABOUT 1 MILE, THEN BEAR TO THE RIGHT,
 QB1227'NE, FOR ABOUT 1/2 MILE TO THE HIGHEST ROUND-TOPPED HILL IN THE
 QB1227'VICINITY AND THE STATION AS DESCRIBED.
 QB1227
 QB1227                          STATION RECOVERY (1958)
 QB1227
 QB1227'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (BM)
 QB1227'STATION, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 QB1227'RECOVERED IN GOOD CONDITION.
 QB1227'
 QB1227'A MICRO-WAVE RELAY STATION HAS BEEN ESTABLISHED ABOUT 100 FEET
 QB1227'SW OF THE MARK.  A GOOD DRY WEATHER ROAD REACHES THE STATION FROM
 QB1227'THE QUARRIES AT LIME, OREGON.  INQUIRE AT OFFICE OF THE OREGON
 QB1227'PORTLAND CEMENT CO. AT LIME FOR DETAILED DIRECTIONS.  DUE TO THE
 QB1227'NATURE OF THE SOIL, PORTIONS OF THIS ROAD ARE NOT NEGOTIABLE WHEN
 QB1227'WET EVEN IN 4-WHEEL DRIVE VEHICLES EQUIPPED WITH CHAINS.
 QB1227
 QB1227                          STATION RECOVERY (1984)
 QB1227
 QB1227'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984 (JJP)
 QB1227'CANTREL 1945 FOUND GOOD.
 QB1227'
 QB1227'R.M. 1 (STAMPED CANTREL NO 1 1945) AND R.M. 2 (STAMPED CANTREL NO 2
 QB1227'1945) WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE AZIMUTH
 QB1227'MARK WAS NOT SEARCHED FOR.  THE DISTANCE FROM R.M. 1 TO R.M. 2 (10.87
 QB1227'FT.) CHECKS.  THERE WAS NO SIGN POST.  THE 1958 TO REACH
 QB1227'INSTRUCTIONS ARE ADEQUATE.  ANOTHER RELAY STATION HAS BEEN
 QB1227'CONSTRUCTED ABOUT 90 FT.  NORTHWEST OF THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1287 ***********************************************************************
 NZ1287  DESIGNATION -  CANYON PEAK LOOKOUT TOWER
 NZ1287  PID         -  NZ1287
 NZ1287  STATE/COUNTY-  OR/JOSEPHINE
 NZ1287  USGS QUAD   -  JOSEPHINE MOUNTAIN (1989)
 NZ1287
 NZ1287                         *CURRENT SURVEY CONTROL
 NZ1287  ___________________________________________________________________
 NZ1287* NAD 83(1991)-  42 11 38.08779(N)    123 49 17.48307(W)     ADJUSTED  
 NZ1287* NAVD 88     -              **(meters)            **(feet)            
 NZ1287  ___________________________________________________________________
 NZ1287  LAPLACE CORR-           7.37  (seconds)                    DEFLEC99
 NZ1287  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 NZ1287  HORZ ORDER  -  THIRD
 NZ1287
 NZ1287.The horizontal coordinates were established by classical geodetic methods
 NZ1287.and adjusted by the National Geodetic Survey in October 1991.
 NZ1287
 NZ1287
 NZ1287.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ1287
 NZ1287.The geoid height was determined by GEOID03.
 NZ1287
 NZ1287;                    North         East     Units Scale Factor Converg.
 NZ1287;SPC OR S     -    64,009.938 1,225,707.853   MT  1.00003802   -2 16 20.7
 NZ1287;SPC OR S     -   210,006.36  4,021,351.22   iFT  1.00003802   -2 16 20.7
 NZ1287;UTM  10      - 4,671,633.178   432,170.135   MT  0.99965661   -0 33 06.4
 NZ1287
 NZ1287                          SUPERSEDED SURVEY CONTROL
 NZ1287
 NZ1287  NAD 83(1986)-  42 11 38.07573(N)    123 49 17.48852(W) AD(       ) 4
 NZ1287  NAD 27      -  42 11 38.67900(N)    123 49 13.22600(W) AD(       ) 3
 NZ1287
 NZ1287.Superseded values are not recommended for survey control.
 NZ1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1287.See file dsdata.txt to determine how the superseded data were derived.
 NZ1287
 NZ1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM3217071633(NAD 83)
 NZ1287
 NZ1287  HISTORY     - Date     Condition        Report By
 NZ1287  HISTORY     - 1943     MONUMENTED       CGS
 NZ1287
 NZ1287                          STATION DESCRIPTION
 NZ1287
 NZ1287'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (JCS)
 NZ1287'STATION IS THE FOREST SERVICE LOOKOUT ON CANYON PEAK WHICH IS
 NZ1287'LOCATED APPROXIMATELY 12 MILES SW OF SELMA AND 9 MILES NW OF
 NZ1287'CAVE JUNCTION.  STATION IS NOT MARKED AND WAS NOT VISITED BY
 NZ1287'THIS PARTY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2011 ***********************************************************************
 RC2011  DESIGNATION -  CAP
 RC2011  PID         -  RC2011
 RC2011  STATE/COUNTY-  OR/CLACKAMAS
 RC2011  USGS QUAD   -  MOUNT HOOD SOUTH (1980)
 RC2011
 RC2011                         *CURRENT SURVEY CONTROL
 RC2011  ___________________________________________________________________
 RC2011* NAD 83(2007)-  45 18 07.84018(N)    121 44 43.76311(W)     NO CHECK  
 RC2011* NAVD 88     -      1211.8    (meters)    3976.     (feet)  VERTCON   
 RC2011  ___________________________________________________________________
 RC2011  EPOCH DATE  -        2007.00
 RC2011  X           -  -2,364,830.436 (meters)                     COMP
 RC2011  Y           -  -3,822,195.771 (meters)                     COMP
 RC2011  Z           -   4,511,878.343 (meters)                     COMP
 RC2011  LAPLACE CORR-           8.21  (seconds)                    DEFLEC99
 RC2011  ELLIP HEIGHT-        1190.565 (meters)          (02/10/07) NO CHECK
 RC2011  GEOID HEIGHT-         -20.81  (meters)                     GEOID03
 RC2011
 RC2011  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 RC2011  Type    PID    Designation                      North   East  Ellip
 RC2011  -------------------------------------------------------------------
 RC2011  NETWORK RC2011 CAP                               5.12  11.37  41.49
 RC2011  -------------------------------------------------------------------
 RC2011
 RC2011.The horizontal coordinates were established by GPS observations
 RC2011.and adjusted by the National Geodetic Survey in February 2007.
 RC2011
 RC2011.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 RC2011.See www.ngs.noaa.gov/NationalReadjustment for more information.
 RC2011.No horizontal observational check was made to the station.
 RC2011.The horizontal coordinates are valid at the epoch date displayed above.
 RC2011.The epoch date for horizontal control is a decimal equivalence
 RC2011.of Year/Month/Day.
 RC2011
 RC2011.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC2011.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC2011
 RC2011.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RC2011
 RC2011.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2011
 RC2011.The ellipsoidal height was determined by GPS observations
 RC2011.and is referenced to NAD 83.
 RC2011
 RC2011.The geoid height was determined by GEOID03.
 RC2011
 RC2011;                    North         East     Units Scale Factor Converg.
 RC2011;SPC OR N     -   182,493.450 2,402,328.532   MT  0.99989729   -0 52 59.8
 RC2011;SPC OR N     -   598,731.79  7,881,655.29   iFT  0.99989729   -0 52 59.8
 RC2011;UTM  10      - 5,017,284.855   598,353.431   MT  0.99971894   +0 53 30.5
 RC2011
 RC2011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2011!SPC OR N     -   0.99981338  x   0.99989729  =   0.99971069
 RC2011!UTM  10      -   0.99981338  x   0.99971894  =   0.99953237
 RC2011
 RC2011                          SUPERSEDED SURVEY CONTROL
 RC2011
 RC2011  NAD 83(1998)-  45 18 07.83852(N)    121 44 43.76204(W) AD(       ) 2
 RC2011  ELLIP H (07/18/02) 1190.556  (m)                       GP(       ) 4 1
 RC2011  NAD 83(1991)-  45 18 07.83652(N)    121 44 43.76068(W) AD(       ) 2
 RC2011  ELLIP H (10/15/91) 1190.726  (m)                       GP(       ) 4 1
 RC2011  NAD 83(1986)-  45 18 07.85160(N)    121 44 43.76567(W) AD(       ) 2
 RC2011  NGVD 29 (09/20/88) 1210.6    (m)         3972.     (f) GPS OBS     3  
 RC2011
 RC2011.Superseded values are not recommended for survey control.
 RC2011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2011.See file dsdata.txt to determine how the superseded data were derived.
 RC2011
 RC2011_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER9835317285(NAD 83)
 RC2011_MARKER: DD = SURVEY DISK
 RC2011_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 RC2011_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 RC2011_MAGNETIC: P = MARKER IS A STEEL PIPE
 RC2011_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC2011_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RC2011+SATELLITE: SATELLITE OBSERVATIONS - 1987
 RC2011
 RC2011  HISTORY     - Date     Condition        Report By
 RC2011  HISTORY     - 1987     MONUMENTED       ORHD
 RC2011
 RC2011                          STATION DESCRIPTION
 RC2011
 RC2011'DESCRIBED BY OREGON HIGHWAY DEPARTMENT 1987 (LLR)
 RC2011'THE STATION IS LOCATED AT GOVERNMENT CAMP, AT THE REST STOP ON
 RC2011'HIGHWAY 20 AT THE SUMMIT OF THE HILL.
 RC2011'
 RC2011'TO REACH THE STATION FROM THE JUNCTION OF THE EAST END OF THE
 RC2011'FRONTAGE ROAD AND HIGHWAY 26 IN GOVERNMENT CAMP GO NORTHEAST ON
 RC2011'FRONTAGE ROAD 0.05 MILE TO ENTRANCE TO REST AREA, TURN LEFT AND GO
 RC2011'TO SOUTHWEST CORNER OF PARKING AREA AND THE STATION.
 RC2011'
 RC2011'THE STATION IS A STANDARD ORHD DISK
 RC2011'STAMPED---CAP 1987---,
 RC2011'SET INTO THE TOP OF AN IRON PIPE
 RC2011'10 CM ABOVE GROUND.  LOCATED
 RC2011'27.4 METERS (90 FT) EAST FROM A MILEPOST 54,
 RC2011'4.6 METERS (15 FT) SOUTH FROM THE SOUTH EDGE OF THE PARKING LOT AT
 RC2011'THE REST STOP AND 0.6 METERS (2.0 FEET) SOUTH FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1868 ***********************************************************************
 RD1868  DESIGNATION -  CAPE
 RD1868  PID         -  RD1868
 RD1868  STATE/COUNTY-  OR/TILLAMOOK
 RD1868  USGS QUAD   -  NESTUCCA BAY (1985)
 RD1868
 RD1868                         *CURRENT SURVEY CONTROL
 RD1868  ___________________________________________________________________
 RD1868* NAD 83(1991)-  45 13 02.57792(N)    123 58 46.41393(W)     ADJUSTED  
 RD1868* NAVD 88     -        25.     (meters)      82.     (feet)  SCALED    
 RD1868  ___________________________________________________________________
 RD1868  LAPLACE CORR-          19.28  (seconds)                    DEFLEC99
 RD1868  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 RD1868  HORZ ORDER  -  THIRD
 RD1868
 RD1868.The horizontal coordinates were established by classical geodetic methods
 RD1868.and adjusted by the National Geodetic Survey in October 1991.
 RD1868
 RD1868.The orthometric height was scaled from a topographic map.
 RD1868
 RD1868.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1868
 RD1868.The geoid height was determined by GEOID03.
 RD1868
 RD1868;                    North         East     Units Scale Factor Converg.
 RD1868;SPC OR N     -   178,201.784 2,226,800.338   MT  0.99989494   -2 28 03.6
 RD1868;SPC OR N     -   584,651.52  7,305,775.39   iFT  0.99989494   -2 28 03.6
 RD1868;UTM  10      - 5,007,566.010   423,088.247   MT  0.99967273   -0 41 43.1
 RD1868
 RD1868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1868!SPC OR N     -   0.99999969  x   0.99989494  =   0.99989463
 RD1868!UTM  10      -   0.99999969  x   0.99967273  =   0.99967242
 RD1868
 RD1868:                Primary Azimuth Mark                     Grid Az
 RD1868:SPC OR N     -  CAN                                      063 07 08.1
 RD1868:UTM  10      -  CAN                                      061 20 47.6
 RD1868
 RD1868|---------------------------------------------------------------------|
 RD1868| PID    Reference Object                     Distance      Geod. Az  |
 RD1868|                                                           dddmmss.s |
 RD1868| RD1864 CAN                                 418.079 METERS 0603904.5 |
 RD1868| RD1873 HAYSTACK ROCK                       APPROX. 0.8 KM 2235408.2 |
 RD1868| RD2095 BILL                                APPROX.13.5 KM 3505548.2 |
 RD1868|---------------------------------------------------------------------|
 RD1868
 RD1868                          SUPERSEDED SURVEY CONTROL
 RD1868
 RD1868  NAD 83(1986)-  45 13 02.61077(N)    123 58 46.42051(W) AD(       ) 3
 RD1868  NAD 27      -  45 13 03.27900(N)    123 58 42.03400(W) AD(       ) 3
 RD1868
 RD1868.Superseded values are not recommended for survey control.
 RD1868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1868.See file dsdata.txt to determine how the superseded data were derived.
 RD1868
 RD1868_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR2308807566(NAD 83)
 RD1868_MARKER: Z = SEE DESCRIPTION
 RD1868_SETTING: 0 = UNSPECIFIED SETTING
 RD1868_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD1868
 RD1868  HISTORY     - Date     Condition        Report By
 RD1868  HISTORY     - 1927     MONUMENTED       CGS
 RD1868  HISTORY     - 1933     SEE DESCRIPTION  CGS
 RD1868
 RD1868                          STATION DESCRIPTION
 RD1868
 RD1868'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (GLB)
 RD1868'STATION IS LOCATED ON THE SOUTHERN ONE OF TWO HIGH POINTS ON THE
 RD1868'BARE SANDSTONE POINT FORMING THE END OF CAPE KIWANDA, ABOUT 50
 RD1868'METERS FROM THE MOST SEAWARD EXTREMITY.
 RD1868'
 RD1868'SURFACE MARK IS A STANDARD BRONZE DISK SET IN CONCRETE IN A
 RD1868'12- BY 12-INCH HOLE, 12 INCHES DEEP IN OUTCROPPING BEDROCK.
 RD1868'
 RD1868'UNDERGROUND MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE,
 RD1868'IN BEDROCK.
 RD1868'
 RD1868'REFERENCE MARK IS A STANDARD DISK REFERENCE MARK WEDGED IN A
 RD1868'DRILL HOLE IN OUTCROPPING BEDROCK.
 RD1868'
 RD1868'REFERENCE MARK IS ON THE NORTHERN ONE OF THE TWO HIGH POINTS.
 RD1868'
 RD1868'HEIGHT OF SIGNAL ABOVE STATION MARK - 3.0 METERS.
 RD1868
 RD1868                          STATION RECOVERY (1933)
 RD1868
 RD1868'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (LAM)
 RD1868'RECOVERED.  DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1061 ***********************************************************************
 OA1061  DESIGNATION -  CAPE
 OA1061  PID         -  OA1061
 OA1061  STATE/COUNTY-  OR/CURRY
 OA1061  USGS QUAD   -  CAPE BLANCO (1996)
 OA1061
 OA1061                         *CURRENT SURVEY CONTROL
 OA1061  ___________________________________________________________________
 OA1061* NAD 83(1991)-  42 50 11.86961(N)    124 33 55.05968(W)     ADJUSTED  
 OA1061* NAVD 88     -        62.969  (meters)     206.59   (feet)  ADJUSTED  
 OA1061  ___________________________________________________________________
 OA1061  LAPLACE CORR-          10.90  (seconds)                    DEFLEC99
 OA1061  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 OA1061  DYNAMIC HT  -          62.956 (meters)     206.55  (feet)  COMP
 OA1061  MODELED GRAV-     980,422.2   (mgal)                       NAVD 88
 OA1061
 OA1061  HORZ ORDER  -  SECOND
 OA1061  VERT ORDER  -  FIRST     CLASS II
 OA1061
 OA1061.The horizontal coordinates were established by GPS observations
 OA1061.and adjusted by the National Geodetic Survey in May 1992.
 OA1061
 OA1061.The orthometric height was determined by differential leveling
 OA1061.and adjusted in July 2002.
 OA1061
 OA1061.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1061
 OA1061.The geoid height was determined by GEOID03.
 OA1061
 OA1061.The dynamic height is computed by dividing the NAVD 88
 OA1061.geopotential number by the normal gravity value computed on the
 OA1061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA1061.degrees latitude (g = 980.6199 gals.).
 OA1061
 OA1061.The modeled gravity was interpolated from observed gravity values.
 OA1061
 OA1061;                    North         East     Units Scale Factor Converg.
 OA1061;SPC OR S     -   138,027.018 1,167,795.070   MT  0.99991130   -2 46 52.5
 OA1061;SPC OR S     -   452,844.55  3,831,348.65   iFT  0.99991130   -2 46 52.5
 OA1061;UTM  10      - 4,743,861.376   372,076.712   MT  0.99980132   -1 03 51.9
 OA1061
 OA1061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1061!SPC OR S     -   0.99999442  x   0.99991130  =   0.99990572
 OA1061!UTM  10      -   0.99999442  x   0.99980132  =   0.99979574
 OA1061
 OA1061|---------------------------------------------------------------------|
 OA1061| PID    Reference Object                     Distance      Geod. Az  |
 OA1061|                                                           dddmmss.s |
 OA1061| AF8774 CAPE RM 3                            19.340 METERS 04048     |
 OA1061| OA1637 CAPE RM 4                            19.337 METERS 07147     |
 OA1061| OA1057 CAPE BLANCO LIGHTHOUSE              142.447 METERS 07149     |
 OA1061| OA0910 HUMBUG 2                            APPROX.20.5 KM 1485013.1 |
 OA1061| OA1633 JAM                                 184.895 METERS 16627     |
 OA1061| CD9173 CAPE RM                             113.797 METERS 20833     |
 OA1061| AF8772 CAPE RM 1                             8.615 METERS 24004     |
 OA1061| AF8773 CAPE RM 2                             6.875 METERS 34609     |
 OA1061|---------------------------------------------------------------------|
 OA1061
 OA1061                          SUPERSEDED SURVEY CONTROL
 OA1061
 OA1061  NAD 83(1991)-  42 50 11.85338(N)    124 33 55.06701(W) AD(       ) 2
 OA1061  NAD 83(1986)-  42 50 11.82922(N)    124 33 55.10565(W) AD(       ) 2
 OA1061  NAD 27      -  42 50 12.45300(N)    124 33 50.71200(W) AD(       ) 2
 OA1061  NGVD 29 (07/19/86)   62.4    (m)          205.     (f) VERT ANG    3  
 OA1061
 OA1061.Superseded values are not recommended for survey control.
 OA1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1061.See file dsdata.txt to determine how the superseded data were derived.
 OA1061
 OA1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN7207743861(NAD 83)
 OA1061_MARKER: DD = SURVEY DISK
 OA1061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA1061_SP_SET: CONCRETE POST
 OA1061_MARK LOGO: CGS   
 OA1061_MAGNETIC: N = NO MAGNETIC MATERIAL
 OA1061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA1061+STABILITY: SURFACE MOTION
 OA1061_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OA1061+SATELLITE: SATELLITE OBSERVATIONS - June 09, 1998
 OA1061
 OA1061  HISTORY     - Date     Condition        Report By
 OA1061  HISTORY     - 1907     MONUMENTED       CGS
 OA1061  HISTORY     - 1928     SEE DESCRIPTION  CGS
 OA1061  HISTORY     - 1937     SEE DESCRIPTION  CGS
 OA1061  HISTORY     - 1953     SEE DESCRIPTION  CGS
 OA1061  HISTORY     - 1967     SEE DESCRIPTION  CGS
 OA1061  HISTORY     - 1971     SEE DESCRIPTION  NGS
 OA1061  HISTORY     - 1980     GOOD             NOS
 OA1061  HISTORY     - 19900601 GOOD             NOS
 OA1061  HISTORY     - 19930523 MARK NOT FOUND   USPSQD
 OA1061  HISTORY     - 19980609 GOOD             NGS
 OA1061
 OA1061                          STATION DESCRIPTION
 OA1061
 OA1061'DESCRIBED BY COAST AND GEODETIC SURVEY 1928
 OA1061'STATION IS NEAR THE MIDDLE ONE OF THE THREE MOST WESTERN PROJECTING
 OA1061'POINTS OF CAPE BLANCO AND CLOSE TO THE FENCE LINE WHICH FOLLOWS
 OA1061'THE EDGE OF THE CLIFF.
 OA1061'
 OA1061'THE STATION IS MARKED AT THE SURFACE BY A STANDARD BRONZE DISK
 OA1061'WEDGED IN A DRILL HOLE IN A BOULDER AND UNDERGROUND BY AN EMPTY
 OA1061'CARTRIDGE CEMENTED IN A DRILL HOLE IN ROCK 2 FEET BELOW THE
 OA1061'SURFACE.
 OA1061'
 OA1061'TWO REFERENCE MARKS, EACH CONSISTING OF A DRILL HOLE IN A BOULDER
 OA1061'ARE RESPECTIVELY, 8.56 METERS (28.1 FEET) AND 6.84 METERS (22.4
 OA1061'FEET) FROM THE STATION.  THE FIRST IS IN THE FENCE LINE ALONG THE
 OA1061'CLIFF IN RANGE WITH THE CENTER LINE OF THE TWIN WINDOWS ON THE W
 OA1061'SIDE OF THE FIRST STORY OF THE LIGHTKEEPERS DWELLING, AND THE
 OA1061'SECOND IS IN RANGE WITH THE FLAGPOLE NEAR THE CLIFF TO THE N OF
 OA1061'THE STATION.  THE FLAGPOLE IS 23.23 METERS (76.2 FEET) FROM THE
 OA1061'STATION.
 OA1061'
 OA1061'ANOTHER REFERENCE MARK, LOCATED ABOUT 6 FEET OUTSIDE THE FENCE
 OA1061'OF THE LIGHTHOUSE YARD AND CONSISTING OF A BRONZE DISK SET IN
 OA1061'CONCRETE IN A BOULDER, IS 113.80 METERS (373.4 FEET) FROM THE
 OA1061'STATION IN AZIMUTH 282 DEG 49 MIN 28 SEC.
 OA1061
 OA1061                          STATION RECOVERY (1937)
 OA1061
 OA1061'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (FHH)
 OA1061'STATION RECOVERED.  STATION IS LOCATED NEAR THE EDGE OF THE CLIFF
 OA1061'SW OF THE LIGHTHOUSE ON CAPE BLANCO.  IT IS 24 FEET E OF THE FENCE
 OA1061'LINE AT THE EDGE OF THE CLIFF.  THE STATION IS MARKED BY AN EMPTY
 OA1061'CARTRIDGE CEMENTED IN A DRILL HOLE IN THE ROCK 2 FEET BELOW THE
 OA1061'SURFACE AND DIRECTLY OVER IT IS A STANDARD DISK STATION MARK (OLD
 OA1061'TYPE) SET IN CONCRETE.  THE SURFACE MARK IS FLUSH WITH THE
 OA1061'GROUND AND IS DIFFICULT TO FIND.
 OA1061'
 OA1061'REFERENCE MARK NO.1 IS A STONE (6 INCHES DIAMETER) WITH A 1/2-INCH
 OA1061'DRILL HOLE IN THE TOP, SET IN THE FENCE LINE ALONG THE CLIFF IN
 OA1061'RANGE WITH THE STATION AND THE CENTER LINE OF THE TWIN WINDOWS IN
 OA1061'THE LIGHTKEEPERS DWELLING.
 OA1061'
 OA1061'REFERENCE MARK NO.2 IS A STONE (10 INCHES DIAMETER) WITH A 1/2-INCH
 OA1061'DRILL HOLE IN THE TOP, N OF THE STATION AND 24 FEET E OF THE FENCE
 OA1061'LINE.
 OA1061'
 OA1061'REFERENCE MARK NO.3, 1924, IS A STANDARD REFERENCE MARK SET IN A
 OA1061'CONCRETE BLOCK PROJECTING ABOUT 1 FOOT ABOVE THE GROUND AND IS ON
 OA1061'THE S SIDE OF THE ROAD AND ON LINE WITH THE FENCE ALONG THE WESTERN
 OA1061'EDGE OF THE LIGHTHOUSE GROUNDS.  IT IS 113.5 METERS
 OA1061'(APPROXIMATELY) FROM THE STATION AND IS IN LINE WITH THE SW CORNER
 OA1061'OF THE ELEVATED TANK PLATFORM.
 OA1061'
 OA1061'REFERENCE MARK NO.4, 1937, IS A STANDARD BRONZE DISK, SET IN A
 OA1061'CONCRETE BLOCK WHICH PROJECTS 6 INCHES ABOVE THE GROUND, AND WHICH
 OA1061'IS SET ON LINE BETWEEN THE STATION AND THE LIGHTHOUSE.
 OA1061'
 OA1061'REFERENCE MARK NO.3 HAD BEEN DISTURBED AND WAS REPLACED IN
 OA1061'POSITION BY THE PARTY.
 OA1061
 OA1061                          STATION RECOVERY (1953)
 OA1061
 OA1061'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CTH)
 OA1061'STATION MARK, REFERENCE MARKS NUMBERS 1, 2 AND 4 WERE RECOVERED AS
 OA1061'DESCRIBED AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 3 HAS
 OA1061'BEEN PUSHED OVER AND IS NO LONGER OF ANY VALUE EXCEPT THAT IT IS
 OA1061'NEAR ITS ORIGINAL LOCATION.  PREVIOUS DESCRIPTIONS ADEQUATE.
 OA1061
 OA1061                          STATION RECOVERY (1967)
 OA1061
 OA1061'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 OA1061'THE STATION MARK, AN UNSTAMPED OLD STYLE DISK, REFERENCE MARK NO. 1,
 OA1061'A DRILL HOLE IN A BOULDER, REFERENCE MARK NO. 2, A DRILL HOLE IN A
 OA1061'BOULDER AND REFERENCE MARK NO. 4, STAMPED CAPE NO 4 1907 1937 WERE
 OA1061'RECOVERED AS DESCRIBED.  REFERENCE MARK NO. 3, STAMPED CAPE
 OA1061'1907-24 HAS BEEN HIT AND IS OUT OF POSITION.  A METAL WITNESS POST
 OA1061'WAS PLACED 1 FOOT NORTH OF THE STATION MARK.
 OA1061
 OA1061                          STATION RECOVERY (1971)
 OA1061
 OA1061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (DRT)
 OA1061'THE STATION MARK, REFERENCE MARKS 1, 2, AND 4, WERE RECOVERED AS
 OA1061'DESCRIBED, IN GOOD CONDITION, BY H.J.S. IN 1967.  REFERENCE MARK
 OA1061'NO. 3 IS STILL OUT OF POSITION AS DESCRIBED.  STEEL PIPE WITNESS
 OA1061'POSTS HAVE BEEN PLACED WITHIN 1 FOOT OF REFERENCE MARKS 1,2, AND
 OA1061'4.
 OA1061'
 OA1061'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OA1061'6.5 MILES N.N.W. OF PORT ORFORD.
 OA1061
 OA1061                          STATION RECOVERY (1980)
 OA1061
 OA1061'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RBM)
 OA1061'THE STATION, REFERENCE MARK 1, 2 AND 4 WERE RECOVERED AS
 OA1061'DESCRIBED.
 OA1061'
 OA1061'TO REACH THE STATION FROM THE INTERSECTION OF 6TH STREET AND
 OA1061'JACKSON STREET, 1 BLOCK WEST OF THE POST OFFICE AT THE TOWN
 OA1061'OF PORT ORFORD, GO WEST AND NORTH ALONG U.S. HIGHWAY 101
 OA1061'FOR 4.7 MILES, TURN LEFT, WEST OF A PAVED SIDEROAD, GO 5.6
 OA1061'MILES TO THE CAPE BLANCO LIGHTHOUSE, PACK WEST TO THE EDGE
 OA1061'OF THE BLUFF AND THE STATION. ABOUT A 5 MINUTE PACK.
 OA1061
 OA1061                          STATION RECOVERY (1990)
 OA1061
 OA1061'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1990
 OA1061'RECOVERED IN GOOD CONDITION.
 OA1061
 OA1061                          STATION RECOVERY (1993)
 OA1061
 OA1061'RECOVERY NOTE BY US POWER SQUADRON 1993 (AES)
 OA1061'MARK NOT FOUND.
 OA1061
 OA1061                          STATION RECOVERY (1998)
 OA1061
 OA1061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 OA1061'0.1 KM (0.05 MI) WESTERLY ALONG 7TH STREET FROM THE POST OFFICE IN
 OA1061'PORT ORFORD, THENCE 7.2 KM (4.45 MI) NORTHERLY ALONG U.S.  HIGHWAY
 OA1061'101, THENCE 8.8 KM (5.45 MI) WESTERLY ALONG A PAVED ROAD LEADING TO
 OA1061'THE CAPE BLANCO LIGHTHOUSE, 135.6 M (444.9 FT) WEST OF THE SOUTHWEST
 OA1061'CORNER OF THE BRICK PORTION OF THE LIGHTHOUSE, 19.4 M (63.6 FT) WEST
 OA1061'OF CAPE RM 4, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT
 OA1061'IS FLUSH WITH THE GROUND SURFACE.  THE MARK IS ON PROPERTY OWNED BY
 OA1061'THE CAPE BLANCO STATE PARK.  FOR PERMISSION TO VISIT THE MONUMENT
 OA1061'CONTACT THE PARK OFFICE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2588 ***********************************************************************
 QE2588  DESIGNATION -  CAPE
 QE2588  PID         -  QE2588
 QE2588  STATE/COUNTY-  OR/LANE
 QE2588  USGS QUAD   -  MERCER LAKE (1984)
 QE2588
 QE2588                         *CURRENT SURVEY CONTROL
 QE2588  ___________________________________________________________________
 QE2588* NAD 83(1991)-  44 06 21.66308(N)    124 05 12.85839(W)     ADJUSTED  
 QE2588* NAVD 88     -       432.8    (meters)    1420.     (feet)  VERTCON   
 QE2588  ___________________________________________________________________
 QE2588  LAPLACE CORR-          15.17  (seconds)                    DEFLEC99
 QE2588  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 QE2588  HORZ ORDER  -  SECOND
 QE2588
 QE2588.The horizontal coordinates were established by classical geodetic methods
 QE2588.and adjusted by the National Geodetic Survey in October 1991.
 QE2588
 QE2588.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE2588.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE2588
 QE2588.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2588
 QE2588.The geoid height was determined by GEOID03.
 QE2588
 QE2588;                    North         East     Units Scale Factor Converg.
 QE2588;SPC OR S     -   277,132.967 1,212,900.332   MT  1.00002868   -2 27 14.3
 QE2588;SPC OR S     -   909,228.89  3,979,331.80   iFT  1.00002868   -2 27 14.3
 QE2588;UTM  10      - 4,884,222.357   413,013.497   MT  0.99969306   -0 45 23.5
 QE2588
 QE2588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2588!SPC OR S     -   0.99993594  x   1.00002868  =   0.99996462
 QE2588!UTM  10      -   0.99993594  x   0.99969306  =   0.99962902
 QE2588
 QE2588:                Primary Azimuth Mark                     Grid Az
 QE2588:SPC OR S     -  HERMAN PK LOT                            073 23 20.1
 QE2588:UTM  10      -  HERMAN PK LOT                            071 41 29.3
 QE2588
 QE2588|---------------------------------------------------------------------|
 QE2588| PID    Reference Object                     Distance      Geod. Az  |
 QE2588|                                                           dddmmss.s |
 QE2588| QE2585 HERMAN PK LOT                       APPROX. 6.3 KM 0705605.8 |
 QE2588|---------------------------------------------------------------------|
 QE2588
 QE2588                          SUPERSEDED SURVEY CONTROL
 QE2588
 QE2588  NAD 83(1986)-  44 06 21.67425(N)    124 05 12.91579(W) AD(       ) 2
 QE2588  NAD 27      -  44 06 22.23800(N)    124 05 08.49200(W) AD(       ) 2
 QE2588  NGVD 29 (07/19/86)  431.7    (m)         1416.     (f) VERT ANG    3  
 QE2588
 QE2588.Superseded values are not recommended for survey control.
 QE2588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2588.See file dsdata.txt to determine how the superseded data were derived.
 QE2588
 QE2588_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP1301384222(NAD 83)
 QE2588_MARKER: DD = SURVEY DISK
 QE2588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE2588_STAMPING: CAPE 1908 1965
 QE2588_MARK LOGO: CGS   
 QE2588_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QE2588_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE2588
 QE2588  HISTORY     - Date     Condition        Report By
 QE2588  HISTORY     - 1908     MONUMENTED       CGS
 QE2588  HISTORY     - 1927     SEE DESCRIPTION  CGS
 QE2588  HISTORY     - 1936     SEE DESCRIPTION  USFS
 QE2588  HISTORY     - 1965     SEE DESCRIPTION  CGS
 QE2588  HISTORY     - 19850124 GOOD             NGS
 QE2588
 QE2588                          STATION DESCRIPTION
 QE2588
 QE2588'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 QE2588'STATION IS ABOUT 13 MILES BY ROAD AND TRAIL N OF FLORENCE, ABOUT
 QE2588'2 MILES E OF THE OREGON COAST HIGHWAY, ON A NORTHWESTERLY SPUR OF
 QE2588'CAPE MOUNTAIN, ABOUT 1 MILE NW OF THE HIGHEST POINT OF THE
 QE2588'MOUNTAIN, ABOUT 150 METERS E OF THE TIMBER AND 9 METERS S OF THE
 QE2588'HIGHEST POINT WHICH IS COVERED WITH LARGE BOULDERS.
 QE2588'
 QE2588'THE STATION IS MARKED AT THE SURFACE BY A BRONZE DISK IN A
 QE2588'BOULDER AND UNDERGROUND BY A DRILL HOLE IN A BOULDER 12 TO 15
 QE2588'INCHES BELOW THE SURFACE.  THERE ARE TWO REFERENCE MARKS, EACH
 QE2588'CONSISTING OF A BRASS BOLT EMBEDDED IN ROCK.  THE FIRST IS 9.44
 QE2588'METERS (31.0 FEET) N OF THE STATION IN A BOULDER PROJECTING 3
 QE2588'FEET ABOVE THE GROUND, THE LARGEST ONE ON THE POINT.  THE SECOND
 QE2588'IS IN A BOULDER PROJECTING 1-1/2 FEET ABOVE THE GROUND, 8.17
 QE2588'METERS (26.8 FEET) E OF THE STATION.
 QE2588
 QE2588                          STATION RECOVERY (1936)
 QE2588
 QE2588'RECOVERY NOTE BY US FOREST SERVICE 1936
 QE2588'SURFACE MARK COULD NOT BE FOUND, BUT UNDERGROUND AND REFERENCE MARKS
 QE2588'WERE IN GOOD CONDITION.  A CAIRN 3 FEET HIGH WAS BUILT OVER STATION
 QE2588'TO AID IN RECOVERY.
 QE2588'
 QE2588'STATION ABOUT 10 MILES, AIRLINE, N OF FLORENCE AND 2 MILES E OF
 QE2588'THE OREGON COAST HIGHWAY, ON NORTHWESTERLY SPUR OF CAPE MOUNTAIN,
 QE2588'AT AN ELEVATION OF 1417 FEET.  STATION IS ABOUT 1 MILE NW OF THE
 QE2588'HIGHEST POINT OF CAPE MOUNTAIN, WHICH IS OCCUPIED BY A U.S. FOREST
 QE2588'SERVICE LOOKOUT HOUSE, AND IS ABOUT 30 FEET S OF THE HIGHEST
 QE2588'POINT OF SPUR, WHICH IS COVERED WITH LARGE BOULDERS.
 QE2588'
 QE2588'TO REACH FROM FLORENCE, GO N ON OREGON COAST HIGHWAY 8.3 MILES TO
 QE2588'CAPE MOUNTAIN ROAD, GO EASTWARD ON THIS ROAD ABOUT 3 MILES TO CAPE
 QE2588'MOUNTAIN LOOKOUT HOUSE AND END OF CAR TRAVEL.  PROCEED ON FOOT
 QE2588'ABOUT 1 MILE NW ALONG RIDGE TO HIGH POINT AND STATION.
 QE2588
 QE2588                          STATION RECOVERY (1965)
 QE2588
 QE2588'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (PAS)
 QE2588'THE SURFACE MARK HAD BEEN DESTROYED.  THE UNDERGROUND MARK WAS
 QE2588'UNCOVERED AND FOUND IN GOOD CONDITION.  THE REFERENCE MARKS WERE
 QE2588'RECOVERED AS DESCRIBED.  A NEW UNDERGROUND STATION MARK, STAMPED
 QE2588'CAPE 1908 1965 WAS ESTABLISHED AT THE PRESCRIBED DEPTH.  A NEW
 QE2588'SURFACE MARK WAS PLUMBED PRECISELY OVER THE POSITION OF THE
 QE2588'ORIGINAL UNDERGROUND MARK.  THE ORIGINAL TO REACH IS OBSOLETE.  A
 QE2588'NEW TO REACH AND NEW REFERENCE MEASUREMENTS FOLLOW.
 QE2588'
 QE2588'TO REACH THE STATION FROM THE NORTH END OF THE BRIDGE OVER THE
 QE2588'SIUSLAW RIVER IN FLORENCE GO NORTH ON U.S. HIGHWAY 101 FOR 8.5
 QE2588'MILES TO A SIDE ROAD RIGHT AND SIGN ON THE LEFT, CAPE MT. HERMAN
 QE2588'PEAK, TURN RIGHT AND GO EAST AND NORTH ON FOREST SERVICE ROAD
 QE2588'NO. 1657 FOR 4.0 MILES TO THE JUNCTION WITH FOREST SERVICE ROAD
 QE2588'NO. 1764, TURN LEFT AND GO SOUTHWEST ON FOREST SERVICE ROAD
 QE2588'NO. 1764 FOR 0.9 MILE TO A SET OF STEPS CUT IN THE STEEP BANK
 QE2588'ON THE LEFT AND THE END OF TRUCK TRAVEL.  FROM HERE PACK UP THE
 QE2588'STEPS ON THE STEEP BANK THEN PACK SOUTH TO THE FIRST SUMMIT AND
 QE2588'STATION.  LENGTH OF PACK IS ABOUT 10 MINUTES.
 QE2588'
 QE2588'THE STATION MARK, STAMPED CAPE 1908 1965, IS A STANDARD DISK SET
 QE2588'IN A TEN-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES.  IT
 QE2588'IS 37 FEET SOUTH OF A 1 1/2-FOOT PINE WITH A TRIANGLE BLAZE, 21
 QE2588'FEET WEST-NORTHWEST OF A 6-INCH PINE WITH THREE NOTCHES AND 2 FEET
 QE2588'NORTH OF A METAL WITNESS POST.
 QE2588'
 QE2588'REFERENCE MARK 1, A BRASS BOLT EMBEDDED IN A 4 BY 4 FOOT BOULDER
 QE2588'THAT PROJECTS 3 FEET IS 37 FEET NORTH OF THE WITNESS POST AND 6
 QE2588'FEET SOUTHWEST OF THE PINE WITH THE TRIANGLE BLAZE.
 QE2588'
 QE2588'REFERENCE MARK 2, A BRASS BOLT EMBEDDED IN A 2 BY 2 FOOT BOULDER
 QE2588'THAT PROJECTS 1-1/2 FEET IS 25 FEET EAST OF THE WITNESS POST AND
 QE2588'17 FEET NORTH-NORTHEAST OF THE PINE WITH THREE NOTCHES.
 QE2588
 QE2588                          STATION RECOVERY (1985)
 QE2588
 QE2588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 QE2588'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED.  THE ANGLE
 QE2588'BETWEEN THE MARKS WERE TURNED AND THE DISTANCES WERE REMEASURED AT
 QE2588'THIS TIME.  THEY DID NOT COMPARE FAVORABLY WITH THE 1927 DESCRIPTION.
 QE2588'AT LEAST A 30 METER (98.4 FT) TOWER WOULD BE NEEDED TO SEE OUT FROM
 QE2588'THIS STATION.  THE STATION IS LOCATED ABOUT 20.8 KM (12.90 MI) NORTH
 QE2588'OF FLORENCE AND ABOUT 3.2 KM (2.00 MI) EAST OF THE COAST.  TO REACH
 QE2588'THE STATION FROM THE SEA LION CAVES GO SOUTH ON US 101 FOR 1 KM (0.60
 QE2588'MI) TURN LEFT ON USFS ROAD 58 AND GO 6.1 KM (3.80 MI) TO END OF TRUCK
 QE2588'TRAVEL.  PACK UPHILL (RIGHT) (NORTH) TO TOP OF HILL AND STATION.  IT
 QE2588'IS ABOUT A 10 MINUTE PACK.
 QE2588' 
 QE2588'THE STATION IS A STANDARD CGS DISK STAMPED---CAPE 1908 1965---, SET
 QE2588'INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 25 CM IN DIAMETER,
 QE2588'PROJECTING 5 CM, ABOVE THE GROUND.  THE STATION IS LOCATED 10.8 METERS
 QE2588'(35.4 FT) SOUTH FROM A 0.5 METER (1.6 FT) IN DIAMETER TREE WITH BLAZE,
 QE2588'9.0 MTERS SOUTH FROM A FIBERGLASS WITNESS POST, 0.65 METERS (2.13 FT)
 QE2588'NORTH FROM A METAL WITNESS POST.  REFERENCE MARK NO 1, IS 0.009 METER
 QE2588'(0.030 FT) IN DIAMETER BRASS ROD CEMENTED INTO A DRILL HOLE IN THE
 QE2588'LARGEST BOULDER ON THE HILL.  THE STATION IS LOCATED 9.9 METERS (32.5
 QE2588'FT) NORTH FROM A METAL WITNESS POST, 1.8 METERS (5.9 FT) SOUTHWEST
 QE2588'FROM A 0.8 METER (2.6 FT) TREE WITH A TRIANGULAR BLAZE, 0.4 METER (1.3
 QE2588'FT) NORTHEAST FROM A FIBERGLASS WITNESS POST AND 0.5 METERS (1.6 FT)
 QE2588'HIGHER THAN THE STATION.  REFERENCE MARK NO 2, IS A 0.009 METER (0.030
 QE2588'FT) BRASS ROD.  CEMENTED INTO A DRILL HOLE IN A BOULDER ABOUT 0.7
 QE2588'METER (2.3 FT) LONG, 0.4 METER (1.3 FT) WIDE AND 0.4 METER (1.3 FT)
 QE2588'HIGH.  THE STATION IS LOCATED 12.1 METERS (39.7 FT) SOUTHEAST FROM A
 QE2588'FIBERGLASS WITNESS POST, 8.0 METERS (26.2 FT) EAST FROM A METAL
 QE2588'WITNESS POST, 4.2 METERS (13.8 FT) SOUTH-SOUTHWEST FROM A TWIN TOWER
 QE2588'ABOUT 1.3 METER (4.3 FT) IN DIAMETER AND 0.3 METER (1.0 FT) HIGHER
 QE2588'THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1564 ***********************************************************************
 OA1564  DESIGNATION -  CAPE ARAGO LIGHTHOUSE
 OA1564  PID         -  OA1564
 OA1564  STATE/COUNTY-  OR/COOS
 OA1564  USGS QUAD   -  CHARLESTON (1970)
 OA1564
 OA1564                         *CURRENT SURVEY CONTROL
 OA1564  ___________________________________________________________________
 OA1564* NAD 83(1991)-  43 20 28.39035(N)    124 22 31.20897(W)     ADJUSTED  
 OA1564* NAVD 88     -        28.     (meters)      92.     (feet)  SCALED    
 OA1564  ___________________________________________________________________
 OA1564  LAPLACE CORR-          14.68  (seconds)                    DEFLEC99
 OA1564  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 OA1564  HORZ ORDER  -  SECOND
 OA1564
 OA1564.The horizontal coordinates were established by classical geodetic methods
 OA1564.and adjusted by the National Geodetic Survey in October 1991.
 OA1564
 OA1564.The orthometric height was scaled from a topographic map.
 OA1564
 OA1564.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1564
 OA1564.The geoid height was determined by GEOID03.
 OA1564
 OA1564;                    North         East     Units Scale Factor Converg.
 OA1564;SPC OR S     -   193,282.478 1,185,899.409   MT  0.99989913   -2 39 04.7
 OA1564;SPC OR S     -   634,128.86  3,890,746.09   iFT  0.99989913   -2 39 04.7
 OA1564;UTM  10      - 4,799,626.187   388,520.321   MT  0.99975287   -0 56 38.6
 OA1564
 OA1564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1564!SPC OR S     -   0.99999977  x   0.99989913  =   0.99989890
 OA1564!UTM  10      -   0.99999977  x   0.99975287  =   0.99975264
 OA1564
 OA1564:                Primary Azimuth Mark                     Grid Az
 OA1564:SPC OR S     -  ROGERS RESET                             047 08 15.1
 OA1564:UTM  10      -  ROGERS RESET                             045 25 49.0
 OA1564
 OA1564|---------------------------------------------------------------------|
 OA1564| PID    Reference Object                     Distance      Geod. Az  |
 OA1564|                                                           dddmmss.s |
 OA1564| OA1347 ROGERS RESET                        APPROX.16.0 KM 0442910.4 |
 OA1564| OA1618 ARAGO HEAD                          287.707 METERS 33700     |
 OA1564|---------------------------------------------------------------------|
 OA1564
 OA1564                          SUPERSEDED SURVEY CONTROL
 OA1564
 OA1564  NAD 83(1986)-  43 20 28.38490(N)    124 22 31.25904(W) AD(       ) 2
 OA1564  NAD 27      -  43 20 28.98700(N)    124 22 26.82600(W) AD(       ) 2
 OA1564
 OA1564.Superseded values are not recommended for survey control.
 OA1564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1564.See file dsdata.txt to determine how the superseded data were derived.
 OA1564
 OA1564_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN8852099626(NAD 83)
 OA1564_MARKER: 13 = LIGHTHOUSE
 OA1564
 OA1564  HISTORY     - Date     Condition        Report By
 OA1564  HISTORY     - 1942     FIRST OBSERVED   CGS
 OA1564  HISTORY     - 1945     GOOD             CGS
 OA1564  HISTORY     - 1974     GOOD             NGS
 OA1564  HISTORY     - 1977     GOOD             NOS
 OA1564  HISTORY     - 1984     GOOD             USPSQD
 OA1564  HISTORY     - 19940802 GOOD             USPSQD
 OA1564  HISTORY     - 20010929 GOOD             USPSQD
 OA1564
 OA1564                          STATION DESCRIPTION
 OA1564
 OA1564'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JCS)
 OA1564'OBJECT INTERSECTED IS THE BEACON LIGHT OF THE ARAGO LIGHTHOUSE,
 OA1564'ABOUT 2 MILES WSW OF COOS HEAD, AT THE S SIDE OF THE MOUTH OF
 OA1564'COOS RIVER.  THE LIGHTHOUSE IS ABOUT 8 MILES WSW OF MARSHFIELD,
 OA1564'2 MILES W OF CHARLESTON, AND 3 MILES NNE OF CAPE ARAGO.  IT IS
 OA1564'LOCATED ON A SMALL ROCK ISLAND, ABOUT 250 YARDS IN LENGTH AND
 OA1564'100 YARDS IN WIDTH, WHICH IS SEPARATED FROM THE MAINLAND BY A
 OA1564'CHANNEL ABOUT 100 YARDS IN WIDTH.  THE ISLAND HAS VERTICAL
 OA1564'WALLS ON ALL SIDES WHICH RISE APPROXIMATELY 60 OR 70 FEET ABOVE
 OA1564'THE OCEAN.  THE LIGHTHOUSE BUILDING ON WHICH THE BEACON IS
 OA1564'LOCATED IS PAINTED WHITE AND HAS A RED ROOF.  THE BEACON IS
 OA1564'ABOUT 50 FEET ABOVE THE SURFACE OF THE ISLAND.
 OA1564'
 OA1564'TO REACH FROM THE POST OFFICE AT CHARLESTON, GO W ON THE
 OA1564'HIGHWAY LEADING TOWARD CAPE ARAGO FOR 2.5 MILES TO FORK AND SIGN
 OA1564'LIGHTHOUSE.  TAKE RIGHT FORK AS PER SIGN, CONTINUE 0.3 MILE TO
 OA1564'END OF ROAD, CROSS BRIDGE LEADING TO ISLAND AND STATION.
 OA1564'
 OA1564'DIRECTIONS TAKEN FROM TRIANGULATION STATIONS BALDY (U.S.G.S.)
 OA1564'AND DEAN MTN. (U.S.F.S.-1936).
 OA1564
 OA1564                          STATION RECOVERY (1945)
 OA1564
 OA1564'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (KGC)
 OA1564'STATION IS LOCATED ON CAPE ARAGO, ABOUT 1-1/2 MILES SW OF THE
 OA1564'ENTRANCE TO COOS BAY.  IT WAS OCCUPIED ECCENTRICALLY ON THE
 OA1564'UPPER PLATFORM SURROUNDING THE LIGHT CHAMBER AS A MAIN SCHEME
 OA1564'STATION IN 1945.  THE EXACT STATION IS THE CENTER OF THE
 OA1564'LIGHT.  THE FINIAL ON THE TOP OF THE LIGHTHOUSE WAS CHECKED FOR
 OA1564'ALIGNMENT BY THEODOLITE AND FOUND TO BE DIRECTLY OVER THE
 OA1564'INCANDESCENT LIGHT BULB.
 OA1564'
 OA1564'STATION IS UNMARKED.  THE ECCENTRIC STATION OCCUPIED IN 1945 IS
 OA1564'MARKED BY A 1/8-INCH DRILL HOLE 1/4-INCH DEEP IN THE CEMENT
 OA1564'FLOOR SLAB OF THE OUTSIDE PLATFORM ON THE NW SIDE OF LIGHTHOUSE,
 OA1564'APPROXIMATELY 1 METER FROM THE FOGHORNS AND 1.58 METERS FROM THE
 OA1564'CENTER OF THE LIGHT PROPER.
 OA1564'
 OA1564'TO REACH FROM EMPIRE, FOLLOW HIGHWAY S THROUGH VILLAGE OF
 OA1564'CHARLESTON, THENCE TO CAPE ARAGO.  HIGHWAY GUIDEPOSTS MARKED
 OA1564'CAPE ARAGO LIGHTHOUSE ARE FREQUENT.
 OA1564'
 OA1564'ARAGO HEAD IS 287 METERS DISTANT IN AZIMUTH 157 DEG.
 OA1564
 OA1564                          STATION RECOVERY (1974)
 OA1564
 OA1564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RBM)
 OA1564'RECOVERED AS DESCRIBED IN 1942.
 OA1564'
 OA1564'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OA1564'2-1/2 MILES WEST OF CHARLESTON.
 OA1564
 OA1564                          STATION RECOVERY (1977)
 OA1564
 OA1564'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1977 (RBM)
 OA1564'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 OA1564
 OA1564                          STATION RECOVERY (1984)
 OA1564
 OA1564'RECOVERY NOTE BY US POWER SQUADRON 1984 (AS)
 OA1564'RECOVERED AS DESCRIBED RBM 1974--LIGHTHOUSE IS NOT MANNED - OBTAIN
 OA1564'PERMISSION TO ENTER AND KEYS FROM COAST GUARD GROUP COOS BAY STATION
 OA1564'AT CHARLESTON BOAT BASIN.
 OA1564
 OA1564                          STATION RECOVERY (1994)
 OA1564
 OA1564'RECOVERY NOTE BY US POWER SQUADRON 1994
 OA1564'RECOVERED IN GOOD CONDITION.
 OA1564
 OA1564                          STATION RECOVERY (2001)
 OA1564
 OA1564'RECOVERY NOTE BY US POWER SQUADRON 2001 (EHR)
 OA1564'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1565 ***********************************************************************
 OA1565  DESIGNATION -  CAPE ARAGO LIGHTHOUSE
 OA1565  PID         -  OA1565
 OA1565  STATE/COUNTY-  OR/COOS
 OA1565  USGS QUAD   -  CHARLESTON (1970)
 OA1565
 OA1565                         *CURRENT SURVEY CONTROL
 OA1565  ___________________________________________________________________
 OA1565* NAD 83(1991)-  43 20 28.43412(N)    124 22 31.19770(W)     ADJUSTED  
 OA1565* NAVD 88     -              **(meters)            **(feet)            
 OA1565  ___________________________________________________________________
 OA1565  LAPLACE CORR-          14.68  (seconds)                    DEFLEC99
 OA1565  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 OA1565  HORZ ORDER  -  THIRD
 OA1565
 OA1565.The horizontal coordinates were established by classical geodetic methods
 OA1565.and adjusted by the National Geodetic Survey in October 1991.
 OA1565
 OA1565
 OA1565.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1565
 OA1565.The geoid height was determined by GEOID03.
 OA1565
 OA1565;                    North         East     Units Scale Factor Converg.
 OA1565;SPC OR S     -   193,283.816 1,185,899.725   MT  0.99989913   -2 39 04.7
 OA1565;SPC OR S     -   634,133.25  3,890,747.13   iFT  0.99989913   -2 39 04.7
 OA1565;UTM  10      - 4,799,627.533   388,520.597   MT  0.99975287   -0 56 38.6
 OA1565
 OA1565                          SUPERSEDED SURVEY CONTROL
 OA1565
 OA1565  NAD 83(1986)-  43 20 28.42888(N)    124 22 31.24726(W) AD(       ) 4
 OA1565  NAD 27      -  43 20 29.02300(N)    124 22 26.84000(W) AD(       ) 3
 OA1565
 OA1565.Superseded values are not recommended for survey control.
 OA1565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1565.See file dsdata.txt to determine how the superseded data were derived.
 OA1565
 OA1565_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN8852199628(NAD 83)
 OA1565
 OA1565  HISTORY     - Date     Condition        Report By
 OA1565  HISTORY     - 1909     MONUMENTED       CGS
 OA1565  HISTORY     - 1948     SEE DESCRIPTION  CGS
 OA1565  HISTORY     - 1988     GOOD             USPSQD
 OA1565  HISTORY     - 19940802 MARK NOT FOUND   USPSQD
 OA1565
 OA1565                          STATION DESCRIPTION
 OA1565
 OA1565'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RAE)
 OA1565'THE TOWER LOCATED IN 1909 HAS BEEN TORN DOWN AND A NEW WHITE
 OA1565'OCTAGONAL TOWER WAS ERECTED IN 1934.  THIS IS NOTED IN THE LIGHT
 OA1565'LIST, PACIFIC COAST, 1948.
 OA1565'
 OA1565'THE STATION HAS BEEN DESTROYED.
 OA1565
 OA1565                          STATION RECOVERY (1988)
 OA1565
 OA1565'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 OA1565'RECOVERED IN GOOD CONDITION.
 OA1565
 OA1565                          STATION RECOVERY (1994)
 OA1565
 OA1565'RECOVERY NOTE BY US POWER SQUADRON 1994
 OA1565'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1067 ***********************************************************************
 OA1067  DESIGNATION -  CAPE BLANCO CG LORAN MAST
 OA1067  PID         -  OA1067
 OA1067  STATE/COUNTY-  OR/CURRY
 OA1067  USGS QUAD   -  CAPE BLANCO (1996)
 OA1067
 OA1067                         *CURRENT SURVEY CONTROL
 OA1067  ___________________________________________________________________
 OA1067* NAD 83(1991)-  42 50 08.46136(N)    124 33 50.95305(W)     ADJUSTED  
 OA1067* NAVD 88     -        63.     (meters)     207.     (feet)  SCALED    
 OA1067  ___________________________________________________________________
 OA1067  LAPLACE CORR-          10.92  (seconds)                    DEFLEC99
 OA1067  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 OA1067  HORZ ORDER  -  THIRD
 OA1067
 OA1067.The horizontal coordinates were established by classical geodetic methods
 OA1067.and adjusted by the National Geodetic Survey in October 1991.
 OA1067
 OA1067.The orthometric height was scaled from a topographic map.
 OA1067
 OA1067.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1067
 OA1067.The geoid height was determined by GEOID03.
 OA1067
 OA1067;                    North         East     Units Scale Factor Converg.
 OA1067;SPC OR S     -   137,917.454 1,167,883.112   MT  0.99991139   -2 46 49.7
 OA1067;SPC OR S     -   452,485.09  3,831,637.51   iFT  0.99991139   -2 46 49.7
 OA1067;UTM  10      - 4,743,754.511   372,167.988   MT  0.99980104   -1 03 49.0
 OA1067
 OA1067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1067!SPC OR S     -   0.99999439  x   0.99991139  =   0.99990578
 OA1067!UTM  10      -   0.99999439  x   0.99980104  =   0.99979543
 OA1067
 OA1067                          SUPERSEDED SURVEY CONTROL
 OA1067
 OA1067  NAD 83(1986)-  42 50 08.43662(N)    124 33 50.99041(W) AD(       ) 4
 OA1067  NAD 27      -  42 50 09.05100(N)    124 33 46.59400(W) AD(       ) 3
 OA1067
 OA1067.Superseded values are not recommended for survey control.
 OA1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1067.See file dsdata.txt to determine how the superseded data were derived.
 OA1067
 OA1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN7216843755(NAD 83)
 OA1067
 OA1067  HISTORY     - Date     Condition        Report By
 OA1067  HISTORY     - 1953     MONUMENTED       CGS
 OA1067  HISTORY     - 1971     SEE DESCRIPTION  NGS
 OA1067  HISTORY     - 1980     GOOD             NOS
 OA1067  HISTORY     - 19930523 MARK NOT FOUND   USPSQD
 OA1067
 OA1067                          STATION DESCRIPTION
 OA1067
 OA1067'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 OA1067'STATION IS THE BASE OF THE U.S. COAST GUARD LORAN MAST AT CAPE
 OA1067'BLANCO, OREGON.  IT IS A STEEL, SKELETON, FRAMEWORK 306 FEET TALL.
 OA1067'
 OA1067'DETERMINED BY TRAVERSE FROM STATION CAPE 1907.
 OA1067
 OA1067                          STATION RECOVERY (1971)
 OA1067
 OA1067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (DRT)
 OA1067'INTERSECTION STATION RECOVERED AS DESCRIBED.  THE MAST HAS NOT
 OA1067'BEEN MOVED SINCE 1953.
 OA1067'
 OA1067'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OA1067'6.5 MILES N.N.W. OF PORT ORFORD.
 OA1067
 OA1067                          STATION RECOVERY (1980)
 OA1067
 OA1067'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RBM)
 OA1067'THE STATION WAS RECOVERED AS DESCRIBED.
 OA1067
 OA1067                          STATION RECOVERY (1993)
 OA1067
 OA1067'RECOVERY NOTE BY US POWER SQUADRON 1993 (AES)
 OA1067'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AF9662 ***********************************************************************
 AF9662  HT_MOD      -  This is a Height Modernization Survey Station.
 AF9662  CORS        -  This is a GPS Continuously Operating Reference Station.
 AF9662  DESIGNATION -  CAPE BLANCO CORS ARP
 AF9662  CORS_ID     -  CABL
 AF9662  PID         -  AF9662
 AF9662  STATE/COUNTY-  OR/CURRY
 AF9662  USGS QUAD   -  CAPE BLANCO (1996)
 AF9662
 AF9662                         *CURRENT SURVEY CONTROL
 AF9662  ___________________________________________________________________
 AF9662* NAD 83(CORS)-  42 50 09.93918(N)    124 33 47.98916(W)     ADJUSTED  
 AF9662* NAVD 88     -        65.60   (meters)     215.2    (feet)  GPS OBS   
 AF9662  ___________________________________________________________________
 AF9662  EPOCH DATE  -        2002.00
 AF9662  X           -  -2,657,527.819 (meters)                     COMP
 AF9662  Y           -  -3,857,585.562 (meters)                     COMP
 AF9662  Z           -   4,314,193.211 (meters)                     COMP
 AF9662  ELLIP HEIGHT-          38.293 (meters)          (08/??/07) ADJUSTED
 AF9662  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AF9662  HORZ ORDER  -  SPECIAL (CORS)
 AF9662  ELLP ORDER  -  SPECIAL (CORS)
 AF9662
 AF9662.ITRF positions are available for this station.
 AF9662.The coordinates were established by GPS observations
 AF9662.and adjusted by the National Geodetic Survey in August 2007.
 AF9662.The coordinates are valid at the epoch date displayed above.
 AF9662.The epoch date for horizontal control is a decimal equivalence
 AF9662.of Year/Month/Day.
 AF9662
 AF9662.The orthometric height was determined by GPS observations and a
 AF9662.high-resolution geoid model.
 AF9662.The orthometric height was determined by GPS observations and a
 AF9662.high-resolution geoid model using precise GPS observation and
 AF9662.processing techniques.
 AF9662
 AF9662.The PID for the CORS L1 Phase Center is AF9663.
 AF9662
 AF9662.The XYZ, and position/ellipsoidal ht. are equivalent.
 AF9662
 AF9662.The ellipsoidal height was determined by GPS observations
 AF9662.and is referenced to NAD 83.
 AF9662
 AF9662.The geoid height was determined by GEOID03.
 AF9662
 AF9662;                    North         East     Units Scale Factor Converg.
 AF9662;SPC OR S     -   137,959.735 1,167,952.550   MT  0.99991135   -2 46 47.7
 AF9662;SPC OR S     -   452,623.80  3,831,865.32   iFT  0.99991135   -2 46 47.7
 AF9662
 AF9662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9662!SPC OR S     -   0.99999399  x   0.99991135  =   0.99990535
 AF9662
 AF9662                          SUPERSEDED SURVEY CONTROL
 AF9662
 AF9662  NAD 83(CORS)-  42 50 09.93920(N)    124 33 47.98916(W) AD(2002.00) c
 AF9662  ELLIP H (03/??/02)   38.279  (m)                       GP(2002.00) c c
 AF9662  NAD 83(CORS)-  42 50 09.93681(N)    124 33 47.99046(W) AD(1997.00) c
 AF9662  ELLIP H (07/??/00)   38.285  (m)                       GP(1997.00) c c
 AF9662  NAD 83(CORS)-  42 50 09.93729(N)    124 33 47.99018(W) AD(1997.00) c
 AF9662  ELLIP H (07/??/98)   38.274  (m)                       GP(1997.00) c c
 AF9662
 AF9662.Superseded values are not recommended for survey control.
 AF9662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9662.See file dsdata.txt to determine how the superseded data were derived.
 AF9662
 AF9662_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN7223643799(NAD 83)
 AF9662_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AF9662
 AF9662                          STATION DESCRIPTION
 AF9662
 AF9662'DESCRIBED BY NATIONAL GEODETIC SURVEY 2007
 AF9662'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AF9662'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AF9662'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AF9662'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AF9662'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AF9663 ***********************************************************************
 AF9663  HT_MOD      -  This is a Height Modernization Survey Station.
 AF9663  CORS        -  This is a GPS Continuously Operating Reference Station.
 AF9663  DESIGNATION -  CAPE BLANCO CORS L1 PHASE CENTER
 AF9663  CORS_ID     -  CABL
 AF9663  PID         -  AF9663
 AF9663  STATE/COUNTY-  OR/CURRY
 AF9663  USGS QUAD   -  CAPE BLANCO (1996)
 AF9663
 AF9663                         *CURRENT SURVEY CONTROL
 AF9663  ___________________________________________________________________
 AF9663* NAD 83(CORS)-  42 50 09.93924(N)    124 33 47.98910(W)     ADJUSTED  
 AF9663* NAVD 88     -        65.71   (meters)     215.6    (feet)  GPS OBS   
 AF9663  ___________________________________________________________________
 AF9663  EPOCH DATE  -        2002.00
 AF9663  X           -  -2,657,527.862 (meters)                     COMP
 AF9663  Y           -  -3,857,585.628 (meters)                     COMP
 AF9663  Z           -   4,314,193.287 (meters)                     COMP
 AF9663  ELLIP HEIGHT-          38.402 (meters)          (08/??/07) ADJUSTED
 AF9663  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AF9663  HORZ ORDER  -  SPECIAL (CORS)
 AF9663  ELLP ORDER  -  SPECIAL (CORS)
 AF9663
 AF9663.ITRF positions are available for this station.
 AF9663.The coordinates were established by GPS observations
 AF9663.and adjusted by the National Geodetic Survey in August 2007.
 AF9663.The coordinates are valid at the epoch date displayed above.
 AF9663.The epoch date for horizontal control is a decimal equivalence
 AF9663.of Year/Month/Day.
 AF9663
 AF9663.The orthometric height was determined by GPS observations and a
 AF9663.high-resolution geoid model.
 AF9663.The orthometric height was determined by GPS observations and a
 AF9663.high-resolution geoid model using precise GPS observation and
 AF9663.processing techniques.
 AF9663
 AF9663.The PID for the CORS ARP is AF9662.
 AF9663
 AF9663.The XYZ, and position/ellipsoidal ht. are equivalent.
 AF9663
 AF9663.The ellipsoidal height was determined by GPS observations
 AF9663.and is referenced to NAD 83.
 AF9663
 AF9663.The geoid height was determined by GEOID03.
 AF9663
 AF9663;                    North         East     Units Scale Factor Converg.
 AF9663;SPC OR S     -   137,959.736 1,167,952.552   MT  0.99991135   -2 46 47.7
 AF9663;SPC OR S     -   452,623.81  3,831,865.33   iFT  0.99991135   -2 46 47.7
 AF9663
 AF9663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9663!SPC OR S     -   0.99999398  x   0.99991135  =   0.99990533
 AF9663
 AF9663                          SUPERSEDED SURVEY CONTROL
 AF9663
 AF9663  NAD 83(CORS)-  42 50 09.93926(N)    124 33 47.98910(W) AD(2002.00) c
 AF9663  ELLIP H (03/??/02)   38.389  (m)                       GP(2002.00) c c
 AF9663  NAD 83(CORS)-  42 50 09.93687(N)    124 33 47.99040(W) AD(1997.00) c
 AF9663  ELLIP H (07/??/00)   38.395  (m)                       GP(1997.00) c c
 AF9663  NAD 83(CORS)-  42 50 09.93735(N)    124 33 47.99012(W) AD(1997.00) c
 AF9663  ELLIP H (07/??/98)   38.383  (m)                       GP(1997.00) c c
 AF9663
 AF9663.Superseded values are not recommended for survey control.
 AF9663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9663.See file dsdata.txt to determine how the superseded data were derived.
 AF9663
 AF9663_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN7223643799(NAD 83)
 AF9663_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AF9663
 AF9663                          STATION DESCRIPTION
 AF9663
 AF9663'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AF9663'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AF9663'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AF9663'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AF9663'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AF9663'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1057 ***********************************************************************
 OA1057  DESIGNATION -  CAPE BLANCO LIGHTHOUSE
 OA1057  PID         -  OA1057
 OA1057  STATE/COUNTY-  OR/CURRY
 OA1057  USGS QUAD   -  CAPE BLANCO (1996)
 OA1057
 OA1057                         *CURRENT SURVEY CONTROL
 OA1057  ___________________________________________________________________
 OA1057* NAD 83(1991)-  42 50 13.31070(N)    124 33 49.10078(W)     ADJUSTED  
 OA1057* NAVD 88     -       368.     (meters)    1207.     (feet)  SCALED    
 OA1057  ___________________________________________________________________
 OA1057  LAPLACE CORR-          10.95  (seconds)                    DEFLEC99
 OA1057  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 OA1057  HORZ ORDER  -  SECOND
 OA1057
 OA1057.The horizontal coordinates were established by classical geodetic methods
 OA1057.and adjusted by the National Geodetic Survey in May 1992.
 OA1057
 OA1057.The orthometric height was scaled from a topographic map.
 OA1057
 OA1057.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1057
 OA1057.The geoid height was determined by GEOID03.
 OA1057
 OA1057;                    North         East     Units Scale Factor Converg.
 OA1057;SPC OR S     -   138,064.866 1,167,932.383   MT  0.99991126   -2 46 48.5
 OA1057;SPC OR S     -   452,968.72  3,831,799.16   iFT  0.99991126   -2 46 48.5
 OA1057;UTM  10      - 4,743,903.317   372,212.814   MT  0.99980090   -1 03 47.8
 OA1057
 OA1057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1057!SPC OR S     -   0.99994656  x   0.99991126  =   0.99985783
 OA1057!UTM  10      -   0.99994656  x   0.99980090  =   0.99974747
 OA1057
 OA1057                          SUPERSEDED SURVEY CONTROL
 OA1057
 OA1057  NAD 83(1991)-  42 50 13.29596(N)    124 33 49.10277(W) AD(       ) 2
 OA1057  NAD 83(1986)-  42 50 13.27176(N)    124 33 49.14143(W) AD(       ) 2
 OA1057  NAD 27      -  42 50 13.89600(N)    124 33 44.74800(W) AD(       ) 2
 OA1057
 OA1057.Superseded values are not recommended for survey control.
 OA1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1057.See file dsdata.txt to determine how the superseded data were derived.
 OA1057
 OA1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN7221343903(NAD 83)
 OA1057_MARKER: 13 = LIGHTHOUSE
 OA1057_SETTING: 0 = UNSPECIFIED SETTING
 OA1057_MARK LOGO: CGS   
 OA1057_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OA1057+SATELLITE: SATELLITE OBSERVATIONS - May 01, 1990
 OA1057
 OA1057  HISTORY     - Date     Condition        Report By
 OA1057  HISTORY     - 1907     FIRST OBSERVED   CGS
 OA1057  HISTORY     - 1980     GOOD             NOS
 OA1057  HISTORY     - 19900501 GOOD             NOS
 OA1057  HISTORY     - 19930523 GOOD             USPSQD
 OA1057  HISTORY     - 20020507 GOOD             USPSQD
 OA1057
 OA1057                          STATION DESCRIPTION
 OA1057
 OA1057'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (RBM)
 OA1057'NO ORIGINAL DESCRIPTION FOUND.
 OA1057'
 OA1057'THE STATION WAS RECOVERED IN GOOD CONDITION.
 OA1057'
 OA1057'THE STATION IS LOCATED ABOUT 7 MILES NORTH-NORTHWEST OF
 OA1057'PORT ORFORD AND ON THE CENTER OF THE THREE POINTS OF CAPE
 OA1057'BLANCO AND OPERATED BY THE U.S. COAST GUARD.
 OA1057'
 OA1057'THE STATION IS THE SPIRE ATOP THE WHITE, CYLINDRICAL BRICK
 OA1057'LIGHTHOUSE. IT IS ABOUT 200 YARDS NORTH-NORTHEAST OF THE
 OA1057'U.S. COAST GUARD LORAN TOWER.
 OA1057'
 OA1057'TO REACH THE STATION FROM THE INTERSECTION OF SIXTH STREET
 OA1057'AND JACKSON IN PORT ORFORD, GO WEST AND NORTH ALONG U.S.
 OA1057'HIGHWAY 101 FOR 4.7 MILES, TURN LEFT ON A PAVED ROAD AND
 OA1057'GO WEST FOR 5.6 MILES TO THE END OF THE ROAD AND THE
 OA1057'LIGHTHOUSE.
 OA1057
 OA1057                          STATION RECOVERY (1990)
 OA1057
 OA1057'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1990
 OA1057'RECOVERED IN GOOD CONDITION.
 OA1057
 OA1057                          STATION RECOVERY (1993)
 OA1057
 OA1057'RECOVERY NOTE BY US POWER SQUADRON 1993 (AES)
 OA1057'RECOVERED IN GOOD CONDITION.
 OA1057
 OA1057                          STATION RECOVERY (2002)
 OA1057
 OA1057'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 OA1057' 
 OA1057' 
 OA1057' 
 OA1057' 
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 DH4793 ***********************************************************************
 DH4793  DESIGNATION -  CAPE BLANCO MON
 DH4793  PID         -  DH4793
 DH4793  STATE/COUNTY-  OR/CURRY
 DH4793  USGS QUAD   -  CAPE BLANCO (1996)
 DH4793
 DH4793                         *CURRENT SURVEY CONTROL
 DH4793  ___________________________________________________________________
 DH4793* NAD 83(CORS)-  42 50 09.93918(N)    124 33 47.98916(W)     ADJUSTED  
 DH4793* NAVD 88     -              **(meters)            **(feet)            
 DH4793  ___________________________________________________________________
 DH4793  EPOCH DATE  -        2002.00
 DH4793  X           -  -2,657,527.785 (meters)                     COMP
 DH4793  Y           -  -3,857,585.513 (meters)                     COMP
 DH4793  Z           -   4,314,193.156 (meters)                     COMP
 DH4793  LAPLACE CORR-          10.95  (seconds)                    DEFLEC99
 DH4793  ELLIP HEIGHT-          38.211 (meters)          (08/??/07) ADJUSTED
 DH4793  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 DH4793  HORZ ORDER  -  A
 DH4793  ELLP ORDER  -  FOURTH    CLASS I
 DH4793
 DH4793.ITRF positions are available for this station.
 DH4793.The horizontal coordinates were established by GPS observations
 DH4793.and adjusted by the National Geodetic Survey in August 2007.
 DH4793.The horizontal coordinates are valid at the epoch date displayed above.
 DH4793.The epoch date for horizontal control is a decimal equivalence
 DH4793.of Year/Month/Day.
 DH4793
 DH4793
 DH4793.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4793
 DH4793.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4793
 DH4793.The ellipsoidal height was determined by GPS observations
 DH4793.and is referenced to NAD 83.
 DH4793
 DH4793.The geoid height was determined by GEOID03.
 DH4793
 DH4793;                    North         East     Units Scale Factor Converg.
 DH4793;SPC OR S     -   137,959.735 1,167,952.550   MT  0.99991135   -2 46 47.7
 DH4793;SPC OR S     -   452,623.80  3,831,865.32   iFT  0.99991135   -2 46 47.7
 DH4793;UTM  10      - 4,743,798.848   372,236.120   MT  0.99980082   -1 03 47.0
 DH4793
 DH4793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4793!SPC OR S     -   0.99999401  x   0.99991135  =   0.99990536
 DH4793!UTM  10      -   0.99999401  x   0.99980082  =   0.99979483
 DH4793
 DH4793                          SUPERSEDED SURVEY CONTROL
 DH4793
 DH4793  NAD 83(2007)-  42 50 09.94142(N)    124 33 47.98815(W) AD(2007.00) 0
 DH4793  ELLIP H (02/10/07)   38.198  (m)                       GP(2007.00)    
 DH4793  NAD 83(CORS)-  42 50 09.93920(N)    124 33 47.98916(W) AD(2002.00) A
 DH4793  ELLIP H (03/??/02)   38.198  (m)                       GP(2002.00) 4 1
 DH4793  NAD 83(CORS)-  42 50 09.93681(N)    124 33 47.99046(W) AD(1997.00) A
 DH4793  ELLIP H (07/??/00)   38.204  (m)                       GP(1997.00) 4 1
 DH4793  NAD 83(CORS)-  42 50 09.93729(N)    124 33 47.99018(W) AD(1997.00) A
 DH4793  ELLIP H (07/??/98)   38.193  (m)                       GP(1997.00) 4 1
 DH4793
 DH4793.Superseded values are not recommended for survey control.
 DH4793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH4793.See file dsdata.txt to determine how the superseded data were derived.
 DH4793
 DH4793_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN7223643799(NAD 83)
 DH4793_STAMPING: NONE
 DH4793'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'CABL'
 DH4793'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
 DH4793'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH4793'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH4793'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH4793'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
 DH4793'
 DH4793' 
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2265 ***********************************************************************
 RD2265  DESIGNATION -  CAPE HORN RANGE REAR
 RD2265  PID         -  RD2265
 RD2265  STATE/COUNTY-  OR/MULTNOMAH
 RD2265  USGS QUAD   -  WASHOUGAL (1994)
 RD2265
 RD2265                         *CURRENT SURVEY CONTROL
 RD2265  ___________________________________________________________________
 RD2265* NAD 83(1991)-  45 32 29.18607(N)    122 16 05.22105(W)     ADJUSTED  
 RD2265* NAVD 88     -              **(meters)            **(feet)            
 RD2265  ___________________________________________________________________
 RD2265  LAPLACE CORR-           5.27  (seconds)                    DEFLEC99
 RD2265  GEOID HEIGHT-         -22.42  (meters)                     GEOID03
 RD2265  HORZ ORDER  -  THIRD
 RD2265
 RD2265.The horizontal coordinates were established by classical geodetic methods
 RD2265.and adjusted by the National Geodetic Survey in October 1991.
 RD2265
 RD2265
 RD2265.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2265
 RD2265.The geoid height was determined by GEOID03.
 RD2265
 RD2265;                    North         East     Units Scale Factor Converg.
 RD2265;SPC OR N     -   209,840.597 2,361,931.475   MT  0.99991572   -1 15 14.1
 RD2265;SPC OR N     -   688,453.40  7,749,119.01   iFT  0.99991572   -1 15 14.1
 RD2265;SPC WA S     -    24,679.533   361,909.482   MT  1.00007891   -1 17 03.7
 RD2265;SPC WA S     -    80,969.43  1,187,364.69   sFT  1.00007891   -1 17 03.7
 RD2265;UTM  10      - 5,043,360.928   557,137.693   MT  0.99964014   +0 31 20.6
 RD2265
 RD2265                          SUPERSEDED SURVEY CONTROL
 RD2265
 RD2265  NAD 83(1986)-  45 32 29.19820(N)    122 16 05.22748(W) AD(       ) 4
 RD2265  NAD 27      -  45 32 29.76400(N)    122 16 00.89100(W) AD(       ) 3
 RD2265
 RD2265.Superseded values are not recommended for survey control.
 RD2265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2265.See file dsdata.txt to determine how the superseded data were derived.
 RD2265
 RD2265_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER5713843361(NAD 83)
 RD2265
 RD2265  HISTORY     - Date     Condition        Report By
 RD2265  HISTORY     - 1948     MONUMENTED       USCG
 RD2265
 RD2265                          STATION DESCRIPTION
 RD2265
 RD2265'DESCRIBED BY US COAST GUARD 1948 (RAE)
 RD2265'THIS INTERSECTION STATION IS LOCATED ON S SIDE OF THE COLUMBIA
 RD2265'RIVER 1 MILE E OF CORBETT STATION, AND ABOUT 1 MILE SE
 RD2265'OF THE E END REED ISLAND.  IT LIES BETWEEN THE RAILROAD
 RD2265'TRACKS AND THE NEW COLUMBIA RIVER HIGHWAY S OF ONION
 RD2265'ROCK, AND IS THE REAR RANGE STRUCTURE FOR ROOSTER ROCK
 RD2265'LIGHT WHICH IS ABOUT 2,000 FEET TO THE NE.
 RD2265'
 RD2265'THE STATION IS A WHITE DIAMOND DAYMARK WITH A RED VERTICAL
 RD2265'STRIPE ON SKELETON TOWER (WOODEN).
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1946 ***********************************************************************
 RD1946  DESIGNATION -  CAPE MEARES LIGHTHOUSE
 RD1946  PID         -  RD1946
 RD1946  STATE/COUNTY-  OR/TILLAMOOK
 RD1946  USGS QUAD   -  NETARTS (1986)
 RD1946
 RD1946                         *CURRENT SURVEY CONTROL
 RD1946  ___________________________________________________________________
 RD1946* NAD 83(1991)-  45 29 11.25822(N)    123 58 41.90345(W)     ADJUSTED  
 RD1946* NAVD 88     -        62.     (meters)     203.     (feet)  SCALED    
 RD1946  ___________________________________________________________________
 RD1946  LAPLACE CORR-          22.65  (seconds)                    DEFLEC99
 RD1946  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 RD1946  HORZ ORDER  -  THIRD
 RD1946
 RD1946.The horizontal coordinates were established by classical geodetic methods
 RD1946.and adjusted by the National Geodetic Survey in October 1991.
 RD1946
 RD1946.The orthometric height was scaled from a topographic map.
 RD1946
 RD1946.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1946
 RD1946.The geoid height was determined by GEOID03.
 RD1946
 RD1946;                    North         East     Units Scale Factor Converg.
 RD1946;SPC OR N     -   208,071.818 2,228,185.629   MT  0.99990994   -2 28 00.4
 RD1946;SPC OR N     -   682,650.32  7,310,320.31   iFT  0.99990994   -2 28 00.4
 RD1946;UTM  10      - 5,037,457.760   423,549.783   MT  0.99967186   -0 41 51.5
 RD1946
 RD1946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1946!SPC OR N     -   0.99999392  x   0.99990994  =   0.99990386
 RD1946!UTM  10      -   0.99999392  x   0.99967186  =   0.99966578
 RD1946
 RD1946:                Primary Azimuth Mark                     Grid Az
 RD1946:SPC OR N     -  JOE                                      168 52 29.9
 RD1946:UTM  10      -  JOE                                      167 06 21.0
 RD1946
 RD1946|---------------------------------------------------------------------|
 RD1946| PID    Reference Object                     Distance      Geod. Az  |
 RD1946|                                                           dddmmss.s |
 RD1946| RD1942 JOE                                 APPROX. 2.4 KM 1662429.5 |
 RD1946|---------------------------------------------------------------------|
 RD1946
 RD1946                          SUPERSEDED SURVEY CONTROL
 RD1946
 RD1946  NAD 83(1986)-  45 29 11.29021(N)    123 58 41.89819(W) AD(       ) 3
 RD1946  NAD 27      -  45 29 11.93500(N)    123 58 37.40600(W) AD(       ) 3
 RD1946
 RD1946.Superseded values are not recommended for survey control.
 RD1946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1946.See file dsdata.txt to determine how the superseded data were derived.
 RD1946
 RD1946_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR2355037458(NAD 83)
 RD1946
 RD1946  HISTORY     - Date     Condition        Report By
 RD1946  HISTORY     - 1927     MONUMENTED       CGS
 RD1946  HISTORY     - 1954     SEE DESCRIPTION  CGS
 RD1946
 RD1946                          STATION DESCRIPTION
 RD1946
 RD1946'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (GLB)
 RD1946'STATION IS THE TIP OF LIGHTNING ROD ON TOP OF CAPE MEARES
 RD1946'LIGHTHOUSE.
 RD1946
 RD1946                          STATION RECOVERY (1954)
 RD1946
 RD1946'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (FN)
 RD1946'THE STATION WAS RECOVERED AS DESCRIBED.
 RD1946'
 RD1946'STATION IS LOCATED ON THE TOP OF THE BLUFF ON THE MOST WESTERLY
 RD1946'TIP OF CAPE MEARES.
 RD1946'
 RD1946'ACCESS IS BY ROAD FROM THE SETTLEMENT OF CAPE MEARES AT THE
 RD1946'SOUTHWEST CORNER OF TILLAMOOK BAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AJ6959 ***********************************************************************
 AJ6959  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ6959  DESIGNATION -  CAPE MEARS CORS ARP
 AJ6959  CORS_ID     -  CHZZ
 AJ6959  PID         -  AJ6959
 AJ6959  STATE/COUNTY-  OR/TILLAMOOK
 AJ6959  USGS QUAD   -  NETARTS (1986)
 AJ6959
 AJ6959                         *CURRENT SURVEY CONTROL
 AJ6959  ___________________________________________________________________
 AJ6959* NAD 83(CORS)-  45 29 11.43812(N)    123 58 41.18748(W)     ADJUSTED  
 AJ6959* NAVD 88     -              **(meters)            **(feet)            
 AJ6959  ___________________________________________________________________
 AJ6959  EPOCH DATE  -        2002.00
 AJ6959  X           -  -2,503,335.825 (meters)                     COMP
 AJ6959  Y           -  -3,714,408.623 (meters)                     COMP
 AJ6959  Z           -   4,525,454.743 (meters)                     COMP
 AJ6959  ELLIP HEIGHT-          51.170 (meters)          (08/??/07) ADJUSTED
 AJ6959  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 AJ6959  HORZ ORDER  -  SPECIAL (CORS)
 AJ6959  ELLP ORDER  -  SPECIAL (CORS)
 AJ6959
 AJ6959.ITRF positions are available for this station.
 AJ6959.The coordinates were established by GPS observations
 AJ6959.and adjusted by the National Geodetic Survey in August 2007.
 AJ6959.The coordinates are valid at the epoch date displayed above.
 AJ6959.The epoch date for horizontal control is a decimal equivalence
 AJ6959.of Year/Month/Day.
 AJ6959
 AJ6959
 AJ6959.The PID for the CORS L1 Phase Center is AJ6960.
 AJ6959
 AJ6959.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ6959
 AJ6959.The ellipsoidal height was determined by GPS observations
 AJ6959.and is referenced to NAD 83.
 AJ6959
 AJ6959.The geoid height was determined by GEOID03.
 AJ6959
 AJ6959;                    North         East     Units Scale Factor Converg.
 AJ6959;SPC OR N     -   208,076.697 2,228,201.400   MT  0.99990994   -2 27 59.9
 AJ6959;SPC OR N     -   682,666.33  7,310,372.05   iFT  0.99990994   -2 27 59.9
 AJ6959
 AJ6959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ6959!SPC OR N     -   0.99999198  x   0.99990994  =   0.99990192
 AJ6959
 AJ6959                          SUPERSEDED SURVEY CONTROL
 AJ6959
 AJ6959  NAD 83(CORS)-  45 29 11.43774(N)    123 58 41.18743(W) AD(2002.00) c
 AJ6959  ELLIP H (03/??/02)   51.164  (m)                       GP(2002.00) c c
 AJ6959  NAD 83(CORS)-  45 29 11.43614(N)    123 58 41.19131(W) AD(1997.00) c
 AJ6959  ELLIP H (01/??/02)   51.172  (m)                       GP(1997.00) c c
 AJ6959
 AJ6959.Superseded values are not recommended for survey control.
 AJ6959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ6959.See file dsdata.txt to determine how the superseded data were derived.
 AJ6959
 AJ6959_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR2356537463(NAD 83)
 AJ6959_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AJ6959
 AJ6959                          STATION DESCRIPTION
 AJ6959
 AJ6959'DESCRIBED BY NATIONAL GEODETIC SURVEY 2007
 AJ6959'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ6959'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ6959'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ6959'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ6959'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AJ6960 ***********************************************************************
 AJ6960  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ6960  DESIGNATION -  CAPE MEARS CORS L1 PHASE CENTER
 AJ6960  CORS_ID     -  CHZZ
 AJ6960  PID         -  AJ6960
 AJ6960  STATE/COUNTY-  OR/TILLAMOOK
 AJ6960  USGS QUAD   -  NETARTS (1986)
 AJ6960
 AJ6960                         *CURRENT SURVEY CONTROL
 AJ6960  ___________________________________________________________________
 AJ6960* NAD 83(CORS)-  45 29 11.43816(N)    123 58 41.18746(W)     ADJUSTED  
 AJ6960* NAVD 88     -              **(meters)            **(feet)            
 AJ6960  ___________________________________________________________________
 AJ6960  EPOCH DATE  -        2002.00
 AJ6960  X           -  -2,503,335.867 (meters)                     COMP
 AJ6960  Y           -  -3,714,408.687 (meters)                     COMP
 AJ6960  Z           -   4,525,454.822 (meters)                     COMP
 AJ6960  ELLIP HEIGHT-          51.280 (meters)          (08/??/07) ADJUSTED
 AJ6960  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 AJ6960  HORZ ORDER  -  SPECIAL (CORS)
 AJ6960  ELLP ORDER  -  SPECIAL (CORS)
 AJ6960
 AJ6960.ITRF positions are available for this station.
 AJ6960.The coordinates were established by GPS observations
 AJ6960.and adjusted by the National Geodetic Survey in August 2007.
 AJ6960.The coordinates are valid at the epoch date displayed above.
 AJ6960.The epoch date for horizontal control is a decimal equivalence
 AJ6960.of Year/Month/Day.
 AJ6960
 AJ6960
 AJ6960.The PID for the CORS ARP is AJ6959.
 AJ6960
 AJ6960.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ6960
 AJ6960.The ellipsoidal height was determined by GPS observations
 AJ6960.and is referenced to NAD 83.
 AJ6960
 AJ6960.The geoid height was determined by GEOID03.
 AJ6960
 AJ6960;                    North         East     Units Scale Factor Converg.
 AJ6960;SPC OR N     -   208,076.698 2,228,201.400   MT  0.99990994   -2 27 59.9
 AJ6960;SPC OR N     -   682,666.33  7,310,372.05   iFT  0.99990994   -2 27 59.9
 AJ6960
 AJ6960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ6960!SPC OR N     -   0.99999196  x   0.99990994  =   0.99990190
 AJ6960
 AJ6960                          SUPERSEDED SURVEY CONTROL
 AJ6960
 AJ6960  NAD 83(CORS)-  45 29 11.43778(N)    123 58 41.18741(W) AD(2002.00) c
 AJ6960  ELLIP H (03/??/02)   51.274  (m)                       GP(2002.00) c c
 AJ6960  NAD 83(CORS)-  45 29 11.43618(N)    123 58 41.19129(W) AD(1997.00) c
 AJ6960  ELLIP H (01/??/02)   51.282  (m)                       GP(1997.00) c c
 AJ6960
 AJ6960.Superseded values are not recommended for survey control.
 AJ6960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ6960.See file dsdata.txt to determine how the superseded data were derived.
 AJ6960
 AJ6960_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR2356537463(NAD 83)
 AJ6960_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AJ6960
 AJ6960                          STATION DESCRIPTION
 AJ6960
 AJ6960'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AJ6960'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ6960'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ6960'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ6960'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ6960'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AJ6961 ***********************************************************************
 AJ6961  DESIGNATION -  CAPE MEARS CORS MONUMENT
 AJ6961  PID         -  AJ6961
 AJ6961  STATE/COUNTY-  OR/TILLAMOOK
 AJ6961  USGS QUAD   -  NETARTS (1986)
 AJ6961
 AJ6961                         *CURRENT SURVEY CONTROL
 AJ6961  ___________________________________________________________________
 AJ6961* NAD 83(CORS)-  45 29 11.43812(N)    123 58 41.18748(W)     ADJUSTED  
 AJ6961* NAVD 88     -              **(meters)            **(feet)            
 AJ6961  ___________________________________________________________________
 AJ6961  EPOCH DATE  -        2002.00
 AJ6961  X           -  -2,503,335.794 (meters)                     COMP
 AJ6961  Y           -  -3,714,408.577 (meters)                     COMP
 AJ6961  Z           -   4,525,454.686 (meters)                     COMP
 AJ6961  LAPLACE CORR-          22.65  (seconds)                    DEFLEC99
 AJ6961  ELLIP HEIGHT-          51.091 (meters)          (08/??/07) ADJUSTED
 AJ6961  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 AJ6961  HORZ ORDER  -  A
 AJ6961  ELLP ORDER  -  FOURTH    CLASS I
 AJ6961
 AJ6961.ITRF positions are available for this station.
 AJ6961.The horizontal coordinates were established by GPS observations
 AJ6961.and adjusted by the National Geodetic Survey in August 2007.
 AJ6961.The horizontal coordinates are valid at the epoch date displayed above.
 AJ6961.The epoch date for horizontal control is a decimal equivalence
 AJ6961.of Year/Month/Day.
 AJ6961
 AJ6961
 AJ6961.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ6961
 AJ6961.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ6961
 AJ6961.The ellipsoidal height was determined by GPS observations
 AJ6961.and is referenced to NAD 83.
 AJ6961
 AJ6961.The geoid height was determined by GEOID03.
 AJ6961
 AJ6961;                    North         East     Units Scale Factor Converg.
 AJ6961;SPC OR N     -   208,076.697 2,228,201.400   MT  0.99990994   -2 27 59.9
 AJ6961;SPC OR N     -   682,666.33  7,310,372.05   iFT  0.99990994   -2 27 59.9
 AJ6961;UTM  10      - 5,037,463.122   423,565.392   MT  0.99967183   -0 41 51.0
 AJ6961
 AJ6961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ6961!SPC OR N     -   0.99999199  x   0.99990994  =   0.99990193
 AJ6961!UTM  10      -   0.99999199  x   0.99967183  =   0.99966382
 AJ6961
 AJ6961                          SUPERSEDED SURVEY CONTROL
 AJ6961
 AJ6961  NAD 83(CORS)-  45 29 11.43774(N)    123 58 41.18743(W) AD(2002.00) A
 AJ6961  ELLIP H (03/??/02)   51.085  (m)                       GP(2002.00) 4 1
 AJ6961  NAD 83(CORS)-  45 29 11.43614(N)    123 58 41.19131(W) AD(1997.00) A
 AJ6961  ELLIP H (01/??/02)   51.093  (m)                       GP(1997.00) 4 1
 AJ6961
 AJ6961.Superseded values are not recommended for survey control.
 AJ6961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ6961.See file dsdata.txt to determine how the superseded data were derived.
 AJ6961
 AJ6961_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR2356537463(NAD 83)
 AJ6961_STAMPING: UNKNOWN
 AJ6961'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'CHZZ'
 AJ6961'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
 AJ6961'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ6961'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ6961'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ6961'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
 AJ6961'
 AJ6961' 
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2599 ***********************************************************************
 QE2599  DESIGNATION -  CAPE MOUNTAIN
 QE2599  PID         -  QE2599
 QE2599  STATE/COUNTY-  OR/LANE
 QE2599  USGS QUAD   -  MERCER LAKE (1984)
 QE2599
 QE2599                         *CURRENT SURVEY CONTROL
 QE2599  ___________________________________________________________________
 QE2599* NAD 83(1991)-  44 05 49.79339(N)    124 04 30.81750(W)     ADJUSTED  
 QE2599* NAVD 88     -       449.8    (meters)    1476.     (feet)  VERTCON   
 QE2599  ___________________________________________________________________
 QE2599  LAPLACE CORR-          13.18  (seconds)                    DEFLEC99
 QE2599  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 QE2599  HORZ ORDER  -  SECOND
 QE2599
 QE2599.The horizontal coordinates were established by classical geodetic methods
 QE2599.and adjusted by the National Geodetic Survey in October 1991.
 QE2599
 QE2599.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE2599.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE2599
 QE2599.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2599
 QE2599.The geoid height was determined by GEOID03.
 QE2599
 QE2599;                    North         East     Units Scale Factor Converg.
 QE2599;SPC OR S     -   276,110.207 1,213,792.503   MT  1.00002615   -2 26 45.5
 QE2599;SPC OR S     -   905,873.38  3,982,258.87   iFT  1.00002615   -2 26 45.5
 QE2599;UTM  10      - 4,883,226.810   413,935.266   MT  0.99969110   -0 44 53.8
 QE2599
 QE2599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2599!SPC OR S     -   0.99993327  x   1.00002615  =   0.99995942
 QE2599!UTM  10      -   0.99993327  x   0.99969110  =   0.99962439
 QE2599
 QE2599:                Primary Azimuth Mark                     Grid Az
 QE2599:SPC OR S     -  HERMAN PK LOT                            061 11 19.2
 QE2599:UTM  10      -  HERMAN PK LOT                            059 29 27.5
 QE2599
 QE2599|---------------------------------------------------------------------|
 QE2599| PID    Reference Object                     Distance      Geod. Az  |
 QE2599|                                                           dddmmss.s |
 QE2599| QE2585 HERMAN PK LOT                       APPROX. 5.8 KM 0584433.7 |
 QE2599| CD9670 CAPE MOUNTAIN RM 1                   15.969 METERS 11213     |
 QE2599| CD9671 CAPE MOUNTAIN RM 2                   20.583 METERS 21344     |
 QE2599| QE2601 CAPE MOUNTAIN LOH                     6.857 METERS 23856     |
 QE2599|---------------------------------------------------------------------|
 QE2599
 QE2599                          SUPERSEDED SURVEY CONTROL
 QE2599
 QE2599  NAD 83(1986)-  44 05 49.80424(N)    124 04 30.87391(W) AD(       ) 2
 QE2599  NAD 27      -  44 05 50.36202(N)    124 04 26.44443(W) AD(       ) 2
 QE2599  NGVD 29 (07/19/86)  448.7    (m)         1472.     (f) VERT ANG    3  
 QE2599
 QE2599.Superseded values are not recommended for survey control.
 QE2599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2599.See file dsdata.txt to determine how the superseded data were derived.
 QE2599
 QE2599_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP1393583227(NAD 83)
 QE2599_MARKER: DD = SURVEY DISK
 QE2599_SETTING: 80 = SET IN A BOULDER
 QE2599_STAMPING: CAPE 1936
 QE2599_MARK LOGO: USFS  
 QE2599_MAGNETIC: N = NO MAGNETIC MATERIAL
 QE2599_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QE2599+STABILITY: POSITION/ELEVATION WELL
 QE2599
 QE2599  HISTORY     - Date     Condition        Report By
 QE2599  HISTORY     - 1936     MONUMENTED       USFS
 QE2599  HISTORY     - 1956     SEE DESCRIPTION  CGS
 QE2599  HISTORY     - 1963     SEE DESCRIPTION  CGS
 QE2599  HISTORY     - 19850123 GOOD             NGS
 QE2599  HISTORY     - 19940905 MARK NOT FOUND   USPSQD
 QE2599
 QE2599                          STATION DESCRIPTION
 QE2599
 QE2599'DESCRIBED BY US FOREST SERVICE 1936
 QE2599'THIS OCCUPIED STATION IS ON THE HIGHEST POINT OF CAPE MOUNTAIN,
 QE2599'ELEVATION 1495 FEET, SITUATED 9 MILES, AIRLINE, NE OF
 QE2599'FLORENCE.  STATION IS 20.20 FEET FROM SE CORNER AND 14.40 FEET FROM
 QE2599'NE CORNER OF HOUSE.  THIS STATION IS ABOUT 1 MILE, AIRLINE, SE
 QE2599'FROM U.S.C. AND G.S. STATION CAPE, AND IS AT THE SAME LOCALITY
 QE2599'AS U.S.C. AND G.S. STATION CAPE RIDGE OF 1908.
 QE2599'
 QE2599'STATION IS MARKED BY A DISK SET IN A BOULDER FLUSH WITH GROUND.
 QE2599'
 QE2599'TO REACH FROM FLORENCE, GO N ON OREGON COAST HIGHWAY 8.3 MILES TO
 QE2599'FOREST ROAD E., FOLLOW SIGNS TO CAPE MOUNTAIN, 3 MILES.
 QE2599
 QE2599                          STATION RECOVERY (1956)
 QE2599
 QE2599'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (LSB)
 QE2599'THE STATION WAS RECOVERED AS PER ORIGINAL DESCRIPTION AND WAS
 QE2599'FOUND IN GOOD CONDITION.  TWO NEW REFERENCE MARKS WERE ESTABLISHED.
 QE2599'
 QE2599'THE NEW DESCRIPTION IS AS FOLLOWS--
 QE2599'
 QE2599'THE STATION IS ABOUT 11 MILES NORTH-NORTHEAST OF FLORENCE, ABOUT
 QE2599'3 MILES EAST OF THE PACIFIC OCEAN, ON THE HIGHEST POINT OF CAPE
 QE2599'MOUNTAIN.  IT IS IN A CLEARED SPACE IN THE TIMBER, A FORMER SITE
 QE2599'OF A FOREST SERVICE LOOKOUT TOWER.
 QE2599'
 QE2599'TO REACH THE STATION FROM THE NORTH END OF THE HIGHWAY BRIDGE
 QE2599'ACROSS THE SUISLAW RIVER AT FLORENCE, GO NORTH ON U.S. HIGHWAY 101
 QE2599'FOR 8.9 MILES TO A T-ROAD RIGHT AND A SIGN ON THE LEFT (HERMAN
 QE2599'PK 9-CAPE MT 3).  TURN RIGHT AS PER SIGN (CAPE MT 3), ONTO THE
 QE2599'MAIN TRAVELED ROAD AND GO EASTERLY FOR 3.0 MILES TO A T-ROAD LEFT
 QE2599'AND SIGN ON THE RIGHT (CAPE MT-HERMAN PK 6-TO ROUTE 101).  TURN
 QE2599'LEFT AS PER SIGN (CAPE MT), AND GO IN A WESTERLY DIRECTION FOR
 QE2599'0.45 MILE TO THE STATION.
 QE2599'
 QE2599'THE STATION IS A STANDARD DEPARTMENT OF AGRICULTURE FOREST SERVICE
 QE2599'DISC STAMPED CAPE 1936.  IT IS CEMENTED IN A DRILL HOLE IN A
 QE2599'BURIED BOULDER THAT IS FLUSH WITH THE GROUND.  IT IS IN THE
 QE2599'APPROXIMATE CENTER OF A ROUND GRASSY GLADE, 47.4 FEET
 QE2599'SOUTH-SOUTHWEST OF A 10 FOOT SNAG AND 35.7 FEET NORTH-NORTHEAST
 QE2599'OF A TELEPHONE POLE.
 QE2599'
 QE2599'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CAPE MT USFS NO 1
 QE2599'1936.  IT IS SET IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS
 QE2599'4 INCHES.
 QE2599'
 QE2599'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CAPE MT USFS NO 2
 QE2599'1936.  IT IS SET IN THE TOP OF A SQUARE CONCRETE POST THAT IS
 QE2599'FLUSH WITH THE GROUND.
 QE2599
 QE2599                          STATION RECOVERY (1963)
 QE2599
 QE2599'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FN)
 QE2599'STATION RECOVERED AS DESCRIBED.  A METAL WITNESS POST WAS PLACED
 QE2599'1 FOOT SOUTH OF THE STATION MARK.  THE TO REACH IS ADEQUATE.
 QE2599
 QE2599                          STATION RECOVERY (1985)
 QE2599
 QE2599'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 QE2599'THE STATION AND REFERENCE MARK 1 AND REFERENCE MARK 2 WERE RECOVERED
 QE2599'IN GOOD CONDITION.  AREA IS NOW GROWN OVER AND WOULD NOW TAKE A 30
 QE2599'METER (98.4 FT) TOWER TO SEE OUT, THE ANGLE AND DISTANCES TO THE
 QE2599'REFERENCE MARKS COMPARE FAVORABLY WITH THE 1956 DESCRIPTION.  THE
 QE2599'STATION IS LOCATED ABOUT 14.4 KM (8.95 MI) NE OF FLORENCE ON THE
 QE2599'HIGHEST POINT OF CAPE MOUNTAIN.  TO REACH THE STATION FROM THE SEA
 QE2599'LION CAVES GO SOUTH ON HIGHWAY 101 FOR 0.1 KM (0.05 MI) TURN LEFT ON
 QE2599'ROAD 58 AND GO 8 KM (4.95 MI) TO A ROAD FORK, TURN RIGHT ON ROAD
 QE2599'NUMBER 789 AND GO 1.8 KM, (1.10 MI) TURN RIGHT ONTO ROAD 789 AND GO
 QE2599'0.6 KM (0.35 MI) TO A TRACE ROAD ON THE RIGHT.  TURN RIGHT AND GO 0.5
 QE2599'KM (0.30 MI) TO THE TOP OF THE HILL AND THE STATION.
 QE2599' 
 QE2599'THE STATION IS A STANDARD USFS DISK STAMPED---CAPE 1936---, SET INTO
 QE2599'THE TOP OF A BOULDER, 0.3 METERS (1.0 FT) LARGEST DIMENSION.  THE
 QE2599'STATION IS LOCATED 7.3 METERS (24.0 FT) WEST FROM THE CENTERLINE OF
 QE2599'THE EAST SIDE OF A CIRCULAR DRIVE, 0.3 METERS (1.0 FT) NORTH-NORTHEAST
 QE2599'FROM A WITNES POST, 4.3 METERS (14.1 FT) EAST FROM THE NORTHEAST ONE
 QE2599'OF FOUR METAL BOLTS ABOUT 1 METER (3.3 FT) LONG.  REFERENCE MARK NO 1,
 QE2599'IS A STANDARD CGS DISK STAMPED---CAPE MT USFS NO 1 1956---, SET INTO
 QE2599'THE TOP OF A ROUND CONCRETE MONUMENT, 30 CM IN DIAMETER, PROJECTING 10
 QE2599'CM ABOVE THE GROUND.  THE STATION IS LOCATED 8 METERS (26.2 FT) EAST
 QE2599'FROM THE EAST EDGE OF AN OLD CIRCULAR ROAD, 2 METERS (6.6 FT) WEST
 QE2599'FROM THE TOP EDGE OF THE HILL, 0.3 METERS (1.0 FT) SOUTH FROM A
 QE2599'FIBERGLASS WITNESS POST AND 0.5 METERS (1.6 FT) HIGHER THAN THE
 QE2599'STATION.  REFERENCE MARK NO 2, IS A STANDARD CGS DISK STAMPED---CAPE
 QE2599'MTN USFS NO 2 1956---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT,
 QE2599'25 CM IN DIAMETER, FLUSH WITH GROUND.  THE STATION IS LOCATED 5.0
 QE2599'METERS (16.4 FT) SOUTH FROM THE CENTERLINE OF A TRACK ROAD, 0.3 METERS
 QE2599'(1.0 FT) WEST FROM A FIBERGLASS WITNESS POST, 12.8 METERS (42.0 FT)
 QE2599'SOUTH FROM THE SW ONE OF FOUR METAL BOLTS ABOUT 1 METER (3.3 FT) HIGH
 QE2599'AND 0.5 METERS (1.6 FT) LOWER THAN THE STATION.
 QE2599
 QE2599                          STATION RECOVERY (1994)
 QE2599
 QE2599'RECOVERY NOTE BY US POWER SQUADRON 1994
 QE2599'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2601 ***********************************************************************
 QE2601  DESIGNATION -  CAPE MOUNTAIN LOH
 QE2601  PID         -  QE2601
 QE2601  STATE/COUNTY-  OR/LANE
 QE2601  USGS QUAD   -  MERCER LAKE (1984)
 QE2601
 QE2601                         *CURRENT SURVEY CONTROL
 QE2601  ___________________________________________________________________
 QE2601* NAD 83(1991)-  44 05 49.67877(N)    124 04 31.08159(W)     ADJUSTED  
 QE2601* NAVD 88     -       450.     (meters)    1476.     (feet)  SCALED    
 QE2601  ___________________________________________________________________
 QE2601  LAPLACE CORR-          13.19  (seconds)                    DEFLEC99
 QE2601  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 QE2601  HORZ ORDER  -  THIRD
 QE2601
 QE2601.The horizontal coordinates were established by classical geodetic methods
 QE2601.and adjusted by the National Geodetic Survey in October 1991.
 QE2601
 QE2601.The orthometric height was scaled from a topographic map.
 QE2601
 QE2601.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2601
 QE2601.The geoid height was determined by GEOID03.
 QE2601
 QE2601;                    North         East     Units Scale Factor Converg.
 QE2601;SPC OR S     -   276,106.923 1,213,786.483   MT  1.00002614   -2 26 45.7
 QE2601;SPC OR S     -   905,862.61  3,982,239.12   iFT  1.00002614   -2 26 45.7
 QE2601;UTM  10      - 4,883,223.351   413,929.348   MT  0.99969111   -0 44 54.0
 QE2601
 QE2601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2601!SPC OR S     -   0.99993322  x   1.00002614  =   0.99995936
 QE2601!UTM  10      -   0.99993322  x   0.99969111  =   0.99962435
 QE2601
 QE2601                          SUPERSEDED SURVEY CONTROL
 QE2601
 QE2601  NAD 83(1986)-  44 05 49.68965(N)    124 04 31.13803(W) AD(       ) 4
 QE2601  NAD 27      -  44 05 50.24739(N)    124 04 26.70854(W) AD(       ) 3
 QE2601
 QE2601.Superseded values are not recommended for survey control.
 QE2601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2601.See file dsdata.txt to determine how the superseded data were derived.
 QE2601
 QE2601_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP1392983223(NAD 83)
 QE2601
 QE2601  HISTORY     - Date     Condition        Report By
 QE2601  HISTORY     - 1936     MONUMENTED       USFS
 QE2601  HISTORY     - 19940905 MARK NOT FOUND   USPSQD
 QE2601
 QE2601                          STATION DESCRIPTION
 QE2601
 QE2601'DESCRIBED BY US FOREST SERVICE 1936
 QE2601'THIS UNCHECKED STATION IS CENTER OF U.S. FOREST SERVICE LOOKOUT
 QE2601'HOUSE ON HIGHEST POINT OF CAPE MOUNTAIN.
 QE2601
 QE2601                          STATION RECOVERY (1994)
 QE2601
 QE2601'RECOVERY NOTE BY US POWER SQUADRON 1994
 QE2601'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1637 ***********************************************************************
 OA1637  DESIGNATION -  CAPE RM 4
 OA1637  PID         -  OA1637
 OA1637  STATE/COUNTY-  OR/CURRY
 OA1637  USGS QUAD   -  CAPE BLANCO (1996)
 OA1637
 OA1637                         *CURRENT SURVEY CONTROL
 OA1637  ___________________________________________________________________
 OA1637* NAD 83(1991)-  42 50 12.06545(N)    124 33 54.25086(W)     ADJUSTED  
 OA1637* NAVD 88     -        62.972  (meters)     206.60   (feet)  ADJUSTED  
 OA1637  ___________________________________________________________________
 OA1637  LAPLACE CORR-          10.91  (seconds)                    DEFLEC99
 OA1637  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 OA1637  DYNAMIC HT  -          62.960 (meters)     206.56  (feet)  COMP
 OA1637  MODELED GRAV-     980,422.2   (mgal)                       NAVD 88
 OA1637
 OA1637  HORZ ORDER  -  THIRD
 OA1637  VERT ORDER  -  FIRST     CLASS II
 OA1637
 OA1637.The horizontal coordinates were established by classical geodetic methods
 OA1637.and adjusted by the National Geodetic Survey in May 1992.
 OA1637
 OA1637.The orthometric height was determined by differential leveling
 OA1637.and adjusted in July 2002.
 OA1637
 OA1637.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1637
 OA1637.The geoid height was determined by GEOID03.
 OA1637
 OA1637.The dynamic height is computed by dividing the NAVD 88
 OA1637.geopotential number by the normal gravity value computed on the
 OA1637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA1637.degrees latitude (g = 980.6199 gals.).
 OA1637
 OA1637.The modeled gravity was interpolated from observed gravity values.
 OA1637
 OA1637;                    North         East     Units Scale Factor Converg.
 OA1637;SPC OR S     -   138,032.162 1,167,813.708   MT  0.99991129   -2 46 52.0
 OA1637;SPC OR S     -   452,861.42  3,831,409.80   iFT  0.99991129   -2 46 52.0
 OA1637;UTM  10      - 4,743,867.076   372,095.186   MT  0.99980127   -1 03 51.3
 OA1637
 OA1637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1637!SPC OR S     -   0.99999442  x   0.99991129  =   0.99990571
 OA1637!UTM  10      -   0.99999442  x   0.99980127  =   0.99979569
 OA1637
 OA1637|---------------------------------------------------------------------|
 OA1637| PID    Reference Object                     Distance      Geod. Az  |
 OA1637|                                                           dddmmss.s |
 OA1637| OA1057 CAPE BLANCO LIGHTHOUSE              123.109 METERS 07149     |
 OA1637| OA1061 CAPE                                 19.337 METERS 25147     |
 OA1637|---------------------------------------------------------------------|
 OA1637
 OA1637                          SUPERSEDED SURVEY CONTROL
 OA1637
 OA1637.No superseded survey control is available for this station.
 OA1637
 OA1637_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN7209543867(NAD 83)
 OA1637_MARKER: DR = REFERENCE MARK DISK
 OA1637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA1637_SP_SET: PREFAB CONC. BLOCK IN EARTH
 OA1637_STAMPING: CAPE NO 4 1907 1937
 OA1637_MARK LOGO: CGS   
 OA1637_MAGNETIC: N = NO MAGNETIC MATERIAL
 OA1637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA1637+STABILITY: SURFACE MOTION
 OA1637_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OA1637+SATELLITE: SATELLITE OBSERVATIONS - June 09, 1998
 OA1637
 OA1637  HISTORY     - Date     Condition        Report By
 OA1637  HISTORY     - 1937     MONUMENTED       CGS
 OA1637  HISTORY     - 19980609 GOOD             NGS
 OA1637
 OA1637                          STATION DESCRIPTION
 OA1637
 OA1637'DESCRIBED BY COAST AND GEODETIC SURVEY 1937
 OA1637'THE STATION IS LOCATED IN A GRASSY FLAT AREA ON THE COAST GUARD
 OA1637'PROPERTY AT THE  CAPE BLANCO LIGHTHOUSE.
 OA1637'TO REACH THE STATION FROM PORT ORFORD, TAKE US HWY 101 NORTH TO CAPE
 OA1637'BLANCO TURNOFF ON THE LEFT (WEST). FOLLOW THE PAVED ROAD TO THE
 OA1637'LOCKED GATE AT THE LIGHTHOUSE GROUNDS. THE KEY CAN BE ACQUIRED FROM
 OA1637'THE COAST GUARD FACILITY IN CHARLESTON. PROCEED TO A TRACK ON THE
 OA1637'LEFT SIDE OF THE FIRST STRUCTURE AT THE LIGHTHOUSE COMPOUND AND
 OA1637'FOLLOW IT PAST THE OLD TOWER FOUNDATIONS SOUTH OF THE LIGHT TO NEAR
 OA1637'THE BLUFF AND THE STATION.
 OA1637'THE STATION IS AN OLD BRASS DISK STAMPED ---CAPE NO 4 1907 1937---
 OA1637'FLUSH WITH THE GROUND IN WAIST HIGH GRASS. A RUSTING WITNESS POST IS
 OA1637'NEAR THE STATION.
 OA1637
 OA1637                          STATION RECOVERY (1998)
 OA1637
 OA1637'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 OA1637'0.1 KM (0.05 MI) WESTERLY ALONG 7TH STREET FROM THE POST OFFICE IN
 OA1637'PORT ORFORD, THENCE 7.2 KM (4.45 MI) NORTHERLY ALONG U.S.  HIGHWAY
 OA1637'101, THENCE 8.8 KM (5.45 MI) WESTERLY ALONG A PAVED ROAD LEADING TO
 OA1637'THE CAPE BLANCO LIGHTHOUSE, 115.6 M (379.3 FT) WEST OF THE SOUTHWEST
 OA1637'CORNER OF THE BRICK PORTION OF THE LIGHTHOUSE, 19.4 M (63.6 FT) EAST
 OA1637'OF TRIANGULATION STATION CAPE, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST,
 OA1637'AND THE MONUMENT PROJECTS 0.3 M (1.0 FT) ABOVE THE GROUND SURFACE.
 OA1637'THE MARK IS ON PROPERTY OWNED BY THE CAPE BLANCO STATE PARK.  FOR
 OA1637'PERMISSION TO VISIT THE MONUMENT CONTACT THE PARK OFFICE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1045 ***********************************************************************
 OA1045  DESIGNATION -  CAPE SEBASTIAN POLE
 OA1045  PID         -  OA1045
 OA1045  STATE/COUNTY-  OR/CURRY
 OA1045  USGS QUAD   -  CAPE SEBASTIAN (1986)
 OA1045
 OA1045                         *CURRENT SURVEY CONTROL
 OA1045  ___________________________________________________________________
 OA1045* NAD 83(1991)-  42 19 39.79561(N)    124 25 45.42362(W)     ADJUSTED  
 OA1045* NAVD 88     -              **(meters)            **(feet)            
 OA1045  ___________________________________________________________________
 OA1045  LAPLACE CORR-          14.06  (seconds)                    DEFLEC99
 OA1045  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 OA1045  HORZ ORDER  -  THIRD
 OA1045
 OA1045.The horizontal coordinates were established by classical geodetic methods
 OA1045.and adjusted by the National Geodetic Survey in October 1991.
 OA1045
 OA1045
 OA1045.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1045
 OA1045.The geoid height was determined by GEOID03.
 OA1045
 OA1045;                    North         East     Units Scale Factor Converg.
 OA1045;SPC OR S     -    81,029.559 1,176,249.876   MT  1.00000142   -2 41 17.6
 OA1045;SPC OR S     -   265,845.01  3,859,087.52   iFT  1.00000142   -2 41 17.6
 OA1045;UTM  10      - 4,687,152.927   382,238.214   MT  0.99977063   -0 57 45.2
 OA1045
 OA1045                          SUPERSEDED SURVEY CONTROL
 OA1045
 OA1045  NAD 83(1986)-  42 19 39.77295(N)    124 25 45.43186(W) AD(       ) 4
 OA1045  NAD 27      -  42 19 40.38000(N)    124 25 41.07000(W) AD(       ) 3
 OA1045
 OA1045.Superseded values are not recommended for survey control.
 OA1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1045.See file dsdata.txt to determine how the superseded data were derived.
 OA1045
 OA1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCM8223887153(NAD 83)
 OA1045
 OA1045  HISTORY     - Date     Condition        Report By
 OA1045  HISTORY     - 1907     MONUMENTED       CGS
 OA1045  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OA1045
 OA1045                          STATION DESCRIPTION
 OA1045
 OA1045'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OA1045'THIS STATION WAS ON CAPE SEBASTIAN, ABOUT 2 METERS SOUTHERLY FROM
 OA1045'STATION SAN SEBASTIAN AND ABOUT 5 METERS SW OF STATION
 OA1045'SEBASTIAN.  NOT FOUND IN 1934.  AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1873 ***********************************************************************
 QE1873  DESIGNATION -  CAPITOL
 QE1873  PID         -  QE1873
 QE1873  STATE/COUNTY-  OR/MARION
 QE1873  USGS QUAD   -  SALEM WEST (1986)
 QE1873
 QE1873                         *CURRENT SURVEY CONTROL
 QE1873  ___________________________________________________________________
 QE1873* NAD 83(1991)-  44 56 18.66907(N)    123 01 49.51923(W)     ADJUSTED  
 QE1873* NAVD 88     -        90.4    (meters)     297.     (feet)  VERTCON   
 QE1873  ___________________________________________________________________
 QE1873  LAPLACE CORR-          -4.58  (seconds)                    DEFLEC99
 QE1873  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 QE1873  HORZ ORDER  -  SECOND
 QE1873
 QE1873.The horizontal coordinates were established by classical geodetic methods
 QE1873.and adjusted by the National Geodetic Survey in October 1991.
 QE1873
 QE1873.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE1873.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE1873
 QE1873.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE1873
 QE1873.The geoid height was determined by GEOID03.
 QE1873
 QE1873;                    North         East     Units Scale Factor Converg.
 QE1873;SPC OR N     -   144,457.124 2,300,323.080   MT  0.99990262   -1 47 40.3
 QE1873;SPC OR N     -   473,940.70  7,546,991.73   iFT  0.99990262   -1 47 40.3
 QE1873;UTM  10      - 4,976,121.148   497,599.718   MT  0.99960007   -0 01 17.4
 QE1873
 QE1873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE1873!SPC OR N     -   0.99998941  x   0.99990262  =   0.99989203
 QE1873!UTM  10      -   0.99998941  x   0.99960007  =   0.99958948
 QE1873
 QE1873:                Primary Azimuth Mark                     Grid Az
 QE1873:SPC OR N     -  CAPITOL AZ MK                            033 33 56.3
 QE1873:UTM  10      -  CAPITOL AZ MK                            031 47 33.4
 QE1873
 QE1873|---------------------------------------------------------------------|
 QE1873| PID    Reference Object                     Distance      Geod. Az  |
 QE1873|                                                           dddmmss.s |
 QE1873| QE0463 CAPITOL AZ MK                                      0314616.0 |
 QE1873| QE1865 SALEM STATE HIGHWAY RAD TOWER       APPROX. 2.2 KM 1162042.1 |
 QE1873| QE1830 SALEM AIRPORT BEACON 160            APPROX. 3.7 KM 1393451.2 |
 QE1873| QE1861 SALEM RAD STA KSLM TOWER            APPROX. 1.7 KM 3075914.1 |
 QE1873| QE1914 HIGH                                APPROX. 0.8 KM 3375300.6 |
 QE1873|---------------------------------------------------------------------|
 QE1873
 QE1873                          SUPERSEDED SURVEY CONTROL
 QE1873
 QE1873  NAD 83(1986)-  44 56 18.69297(N)    123 01 49.53455(W) AD(       ) 2
 QE1873  NAD 27      -  44 56 19.26169(N)    123 01 45.18903(W) AD(       ) 2
 QE1873  NGVD 29 (07/19/86)   89.4    (m)          293.     (f) VERT ANG    3  
 QE1873
 QE1873.Superseded values are not recommended for survey control.
 QE1873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1873.See file dsdata.txt to determine how the superseded data were derived.
 QE1873
 QE1873_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ9760076121(NAD 83)
 QE1873_MARKER: Z = SEE DESCRIPTION
 QE1873_SETTING: 0 = UNSPECIFIED SETTING
 QE1873
 QE1873  HISTORY     - Date     Condition        Report By
 QE1873  HISTORY     - 1940     MONUMENTED       CGS
 QE1873  HISTORY     - 1941     SEE DESCRIPTION  ORGS
 QE1873  HISTORY     - 1965     SEE DESCRIPTION  CGS
 QE1873  HISTORY     - 1972     SEE DESCRIPTION  NGS
 QE1873  HISTORY     - 20040723 MARK NOT FOUND   USPSQD
 QE1873
 QE1873                          STATION DESCRIPTION
 QE1873
 QE1873'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 QE1873'STATION IS ON TOP OF THE OREGON STATE CAPITOL BUILDING IN
 QE1873'SALEM.  STATION MARK IS A STANDARD DISK, SET IN TILE FLOOR OF
 QE1873'OBSERVATION PLATFORM WHICH IS AROUND THE BASE OF STATUE, AND IS
 QE1873'OPPOSITE THE DOOR LEADING ONTO OBSERVATION PLATFORM, 11 FEET NORTH
 QE1873'FROM NEAREST WALL THAT IS THE BASE OF STATUE, AND 6.5 FEET SOUTH
 QE1873'OF 4-FOOT WALL AROUND OBSERVATION PLATFORM.  DISK IS 1/2 INCH
 QE1873'BELOW THE SURFACE OF FLOOR AND IS STAMPED CAPITOL 1940.
 QE1873'
 QE1873'AZIMUTH MARK IS LOCATED 0.1 MILE SOUTH ON U.S. HIGHWAY 99E AT
 QE1873'THE PARRISH JUNIOR HIGH SCHOOL IN SALEM, AT THE NORTHEAST END OF
 QE1873'CONCRETE BRIDGE.  MARK IS A STANDARD DISK, SET IN A CONCRETE
 QE1873'SIDEWALK, FLUSH, 32.5 FEET EAST OF CENTERLINE OF U.S. HIGHWAY 99E,
 QE1873'7.4 FEET EAST OF WEST EDGE OF SIDEWALK, 0.6 INCH WEST OF
 QE1873'NORTHEAST BRIDGE ABUTMENT, 99 FEET SOUTHWEST OF THE DR. J. VINTON
 QE1873'SCOTT DENTAL OFFICE AND 65 FEET NORTH OF PARRISH GARAGE AND
 QE1873'SHELL SERVICE STATION.
 QE1873'
 QE1873'THERE ARE NO REFERENCE MARKS.
 QE1873
 QE1873                          STATION RECOVERY (1941)
 QE1873
 QE1873'RECOVERY NOTE BY OREGON GEODETIC SURVEY 1941
 QE1873'AZIMUTH MARK IS IN NORTHEAST CORNER OF NORTH CAPITOL STREET
 QE1873'CONCRETE BRIDGE OVER MILL CREEK.
 QE1873
 QE1873                          STATION RECOVERY (1965)
 QE1873
 QE1873'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (PAS)
 QE1873'THE STATION MARK AND AZIMUTH MARK WAS RECOVERED AND FOUND IN GOOD
 QE1873'CONDITION.  THE DESCRIPTION TO THE AZIMUTH MARK IS INADEQUATE.  A
 QE1873'NEW DESCRIPTION TO THE AZIMUTH MARK FOLLOWS.
 QE1873'
 QE1873'THE AZIMUTH MARK, STAMPED CAPITOL 1940, IS A STANDARD DISK
 QE1873'CEMENTED IN A DRILL HOLE IN THE SIDEWALK OF A CONCRETE BRIDGE
 QE1873'NEAR THE NORTHEAST CORNER OF THE BRIDGE, 400 FEET NORTH OF THE
 QE1873'INTERSECTION OF CAPITOL STREET N.E. AND UNION STREET N.E., 32-1/2
 QE1873'FEET EAST OF THE CENTER OF CAPITOL STREET N.E., 19 FEET SOUTH OF
 QE1873'THE CENTER OF A DRIVEWAY, 7-1/2 FEET EAST OF THE WEST EDGE OF
 QE1873'THE SIDEWALK AND 0.5 FOOT WEST OF THE GUARD RAIL.
 QE1873
 QE1873                          STATION RECOVERY (1972)
 QE1873
 QE1873'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LDF)
 QE1873'STATION MARK WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 QE1873'CONDITION.  THE AZIMUTH MARK IS OBSTRUCTED BY TREES AND WAS NOT
 QE1873'RECOVERED.  THERE WERE NO REFERENCE MARKS FOR THIS STATION.
 QE1873'
 QE1873'STATION IS LOCATED ON THE NORTH SIDE OF THE OBSERVATION DECK,
 QE1873'ATOP THE OREGON STATE CAPITOL BUILDING WHICH IS LOCATED IN THE
 QE1873'CENTER OF SALEM.
 QE1873'
 QE1873'STATION MARK IS A STANDARD DISK, STAMPED CAPITOL 1940, CEMENTED IN
 QE1873'A DRILL HOLE IN THE FLOOR OF THE OBSERVATION DECK.
 QE1873'
 QE1873'HAGEN (CS) IS A CITY OF SALEM BRONZE DISK, STAMPED HAGEN 1971,
 QE1873'CEMENTED IN A DRILL HOLE IN THE FLOOR OF THE OBSERVATION DECK.
 QE1873'
 QE1873'HEIGHT OF LIGHT ABOVE STATION MARK 5.3 FEET.
 QE1873'
 QE1873'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QE1873'IN SALEM.
 QE1873
 QE1873                          STATION RECOVERY (2004)
 QE1873
 QE1873'RECOVERY NOTE BY US POWER SQUADRON 2004 (CN)
 QE1873'OBSERVATION DECK WAS RESERVICED WITH TILE AND DRAINS ADDED. MARK WAS
 QE1873'PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3169 ***********************************************************************
 RD3169  DESIGNATION -  CAPLES
 RD3169  PID         -  RD3169
 RD3169  STATE/COUNTY-  OR/MULTNOMAH
 RD3169  USGS QUAD   -  PORTLAND (1990)
 RD3169
 RD3169                         *CURRENT SURVEY CONTROL
 RD3169  ___________________________________________________________________
 RD3169* NAD 83(1991)-  45 34 55.02324(N)    122 44 54.07981(W)     ADJUSTED  
 RD3169* NAVD 88     -        31.     (meters)     102.     (feet)  SCALED    
 RD3169  ___________________________________________________________________
 RD3169  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 RD3169  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 RD3169  HORZ ORDER  -  THIRD
 RD3169
 RD3169.The horizontal coordinates were established by classical geodetic methods
 RD3169.and adjusted by the National Geodetic Survey in October 1991.
 RD3169
 RD3169.The orthometric height was scaled from a topographic map.
 RD3169
 RD3169.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3169
 RD3169.The geoid height was determined by GEOID03.
 RD3169
 RD3169;                    North         East     Units Scale Factor Converg.
 RD3169;SPC OR N     -   215,273.057 2,324,564.580   MT  0.99992056   -1 35 40.2
 RD3169;SPC OR N     -   706,276.43  7,626,524.21   iFT  0.99992056   -1 35 40.2
 RD3169;SPC WA S     -    30,135.374   324,540.099   MT  1.00006644   -1 37 59.5
 RD3169;SPC WA S     -    98,869.14  1,064,761.97   sFT  1.00006644   -1 37 59.5
 RD3169;UTM  10      - 5,047,631.869   519,631.637   MT  0.99960474   +0 10 47.1
 RD3169
 RD3169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3169!SPC OR N     -   0.99999871  x   0.99992056  =   0.99991927
 RD3169!SPC WA S     -   0.99999871  x   1.00006644  =   1.00006515
 RD3169!UTM  10      -   0.99999871  x   0.99960474  =   0.99960345
 RD3169
 RD3169|---------------------------------------------------------------------|
 RD3169| PID    Reference Object                     Distance      Geod. Az  |
 RD3169|                                                           dddmmss.s |
 RD3169| CE2383 CAPLES RM 1                          37.720 METERS 04221     |
 RD3169| RD3124 PORTLAND CONCRETE STACK             APPROX. 1.4 KM 1240426.6 |
 RD3169| RD3136 PENINSULA LUMBER CO STACK           APPROX. 1.1 KM 1284601.4 |
 RD3169| RD3210 PORTLAND UNION DEPOT CLK TWR        APPROX. 8.1 KM 1362638.6 |
 RD3169| RD2966 PORTLAND PRL AND P WHITE STACK      APPROX. 6.1 KM 1371123.5 |
 RD3169| RD3020 LARGE RED TANK WITH POLE            APPROX. 5.5 KM 1374119.3 |
 RD3169| RD3112 SWAN ISLAND REAR RANGE LIGHT        APPROX. 2.2 KM 1381822.2 |
 RD3169| RD3115 SWAN ISLAND FRONT RANGE LIGHT       APPROX. 2.1 KM 1384441.3 |
 RD3169| RD2972 INCINERATOR PLANT BRICK STACK       APPROX. 5.6 KM 1420537.3 |
 RD3169| RD3187 PORTLAND ORE JOURNAL BLD SPIRE      APPROX. 8.9 KM 1424741.8 |
 RD3169| RD3129 ROUND BARN                          APPROX. 3.1 KM 1601436.7 |
 RD3169| RD3132 SCOTT RESET                         APPROX. 3.0 KM 1613942.0 |
 RD3169| RD3147 UNION OIL CO WHITE TANK             APPROX. 2.2 KM 1662030.4 |
 RD3169| RD3166 NP RR BRIDGE LT ON C OF DRAW        APPROX. 0.6 KM 1721102.3 |
 RD3169| RD3689 PORTLAND GAS COKE PLANT STACK       APPROX. 1.1 KM 2522706.6 |
 RD3169| RD3687 ST JOHNS LUMBER INSHORE STACK       APPROX. 0.9 KM 2901011.1 |
 RD3169|---------------------------------------------------------------------|
 RD3169
 RD3169                          SUPERSEDED SURVEY CONTROL
 RD3169
 RD3169  NAD 83(1986)-  45 34 55.04249(N)    122 44 54.08285(W) AD(       ) 3
 RD3169  NAD 27      -  45 34 55.62100(N)    122 44 49.72700(W) AD(       ) 3
 RD3169
 RD3169.Superseded values are not recommended for survey control.
 RD3169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3169.See file dsdata.txt to determine how the superseded data were derived.
 RD3169
 RD3169_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1963247632(NAD 83)
 RD3169
 RD3169  HISTORY     - Date     Condition        Report By
 RD3169  HISTORY     - 1883     MONUMENTED       CGS
 RD3169  HISTORY     - 1913     SEE DESCRIPTION  CGS
 RD3169  HISTORY     - 1959     SEE DESCRIPTION  CGS
 RD3169  HISTORY     - 20040527 MARK NOT FOUND   USPSQD
 RD3169
 RD3169                          STATION DESCRIPTION
 RD3169
 RD3169'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 RD3169'ABOUT ONE-HALF MILE FROM THE BUSINESS CENTER OF ST. JOHNS, 5 METERS
 RD3169'FROM THE EDGE OF A SAND BLUFF ABREAST OF ST. JOHNS DRY DOCK, AND
 RD3169'100 FEET ABOVE LOW WATER.  THE STATION IS MARKED BY A TACK IN THE
 RD3169'CORK OF A BOTTLE 3 FEET BELOW THE SURFACE.  AND BURIED 1 FOOT ARE
 RD3169'THREE BOTTLES WITH THEIR NECKS POINTING TO THE STATION, AND AT
 RD3169'THE SURFACE THERE IS A DRILL HOLE FILLED WITH LEAD IN A LARGE
 RD3169'ROCK.  THE REFERENCE MARK IS A STANDARD DISK SET IN AN
 RD3169'IRREGULAR PIER OF CONCRETE, THE TOP OF WHICH IS ROUND AND
 RD3169'PROJECTS 6 TO 8 INCHES ABOVE THE SURFACE OF THE GROUND.
 RD3169
 RD3169                          STATION RECOVERY (1959)
 RD3169
 RD3169'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (ANS)
 RD3169'THE STATION IS PROBABLY LOST.  THE ORIGINAL POSITION WAS DETERMINED
 RD3169'BY ANGLES OBSERVED ON EXISTING TRIANGULATION AND IS IN AN AREA
 RD3169'THAT HAS BEEN FILLED AND LEVELED.  THE STATION WAS DUG FOR
 RD3169'EXTENSIVELY, DOWN TO STRATIFIED GROUND BELOW THE FILL, BUT WAS
 RD3169'NOT FOUND.  THE REFERENCE MARK WAS ALSO SEARCHED FOR BUT WAS
 RD3169'NOT FOUND.
 RD3169
 RD3169                          STATION RECOVERY (2004)
 RD3169
 RD3169'RECOVERY NOTE BY US POWER SQUADRON 2004 (RHC)
 RD3169'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2557 ***********************************************************************
 QE2557  DESIGNATION -  CAR
 QE2557  PID         -  QE2557
 QE2557  STATE/COUNTY-  OR/LINCOLN
 QE2557  USGS QUAD   -  YACHATS (1984)
 QE2557
 QE2557                         *CURRENT SURVEY CONTROL
 QE2557  ___________________________________________________________________
 QE2557* NAD 83(1991)-  44 17 12.75425(N)    124 06 53.15680(W)     ADJUSTED  
 QE2557* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 QE2557  ___________________________________________________________________
 QE2557  LAPLACE CORR-          16.92  (seconds)                    DEFLEC99
 QE2557  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 QE2557  HORZ ORDER  -  THIRD
 QE2557
 QE2557.The horizontal coordinates were established by classical geodetic methods
 QE2557.and adjusted by the National Geodetic Survey in October 1991.
 QE2557
 QE2557.The orthometric height was scaled from a topographic map.
 QE2557
 QE2557.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2557
 QE2557.The geoid height was determined by GEOID03.
 QE2557
 QE2557;                    North         East     Units Scale Factor Converg.
 QE2557;SPC OR N     -    75,374.063 2,211,566.802   MT  1.00001202   -2 33 48.7
 QE2557;SPC OR N     -   247,290.23  7,255,796.59   iFT  1.00001202   -2 33 48.7
 QE2557;SPC OR S     -   297,307.566 1,211,538.902   MT  1.00008560   -2 28 22.9
 QE2557;SPC OR S     -   975,418.52  3,974,865.16   iFT  1.00008560   -2 28 22.9
 QE2557;UTM  10      - 4,904,340.557   411,056.262   MT  0.99969729   -0 46 42.4
 QE2557
 QE2557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2557!SPC OR N     -   1.00000312  x   1.00001202  =   1.00001514
 QE2557!SPC OR S     -   1.00000312  x   1.00008560  =   1.00008872
 QE2557!UTM  10      -   1.00000312  x   0.99969729  =   0.99970041
 QE2557
 QE2557:                Primary Azimuth Mark                     Grid Az
 QE2557:SPC OR N     -  YACHATS                                  011 56 27.2
 QE2557:SPC OR S     -  YACHATS                                  011 51 01.4
 QE2557:UTM  10      -  YACHATS                                  010 09 20.9
 QE2557
 QE2557|---------------------------------------------------------------------|
 QE2557| PID    Reference Object                     Distance      Geod. Az  |
 QE2557|                                                           dddmmss.s |
 QE2557| QE2564 YACHATS                             APPROX. 3.1 KM 0092238.5 |
 QE2557| QE2569 PERPETUA                            360.059 METERS 08047     |
 QE2557| CD9672 CAR RM                                6.040 METERS 14430     |
 QE2557|---------------------------------------------------------------------|
 QE2557
 QE2557                          SUPERSEDED SURVEY CONTROL
 QE2557
 QE2557  NAD 83(1986)-  44 17 12.76729(N)    124 06 53.22317(W) AD(       ) 3
 QE2557  NAD 27      -  44 17 13.38115(N)    124 06 48.78550(W) AD(       ) 3
 QE2557
 QE2557.Superseded values are not recommended for survey control.
 QE2557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2557.See file dsdata.txt to determine how the superseded data were derived.
 QE2557
 QE2557_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ1105604341(NAD 83)
 QE2557_MARKER: Z = SEE DESCRIPTION
 QE2557_SETTING: 0 = UNSPECIFIED SETTING
 QE2557
 QE2557  HISTORY     - Date     Condition        Report By
 QE2557  HISTORY     - 1927     MONUMENTED       CGS
 QE2557  HISTORY     - 1934     SEE DESCRIPTION  CGS
 QE2557  HISTORY     - 1963     SEE DESCRIPTION  CGS
 QE2557
 QE2557                          STATION DESCRIPTION
 QE2557
 QE2557'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (GLB)
 QE2557'STATION IS LOCATED AT THE FOOT OF THE HIGHEST PART OF CAPE
 QE2557'PERPETUA, CLOSE TO HIGH-WATER LINE AND SLIGHTLY ON THE S SIDE OF
 QE2557'THE POINT.  IT IS ON THE HIGHEST PART OF THE FLAT PORTION OF THE
 QE2557'POINT ABOUT 50 METERS OUTSIDE THE BASE OF THE CLIFF.
 QE2557'
 QE2557'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN
 QE2557'DRILL HOLES IN OUTCROPPING BEDROCK.
 QE2557'
 QE2557'REFERENCE MARK IS SE OF THE STATION AND CLOSE TO THE HIGHWATER
 QE2557'LINE.
 QE2557
 QE2557                          STATION RECOVERY (1934)
 QE2557
 QE2557'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (LAM)
 QE2557'STATION RECOVERED AND BOTH MARKS FOUND IN GOOD CONDITION.  LOCATED
 QE2557'AT THE FOOT OF THE HIGHEST PART OF CAPE PERPETUA, CLOSE TO THE
 QE2557'HIGH-WATER LINE AND A LITTLE TO THE S OF THE MAIN POINT.  THE
 QE2557'STATION IS ABOUT 150 FEET FROM THE BASE OF THE CLIFF, AND W OF
 QE2557'AND 175 FEET BELOW THE OREGON COAST HIGHWAY AND ON THE HIGHEST
 QE2557'PART OF THE FLAT AREA OF THE POINT.
 QE2557
 QE2557                          STATION RECOVERY (1963)
 QE2557
 QE2557'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FN)
 QE2557'THE STATION MARK AND REFERENCE MARK WERE RECOVERED AND FOUND IN
 QE2557'GOOD CONDITION.
 QE2557'
 QE2557'TO AID IN THE RECOVERY OF THIS STATION IN THE FUTURE YELLOW PAINT
 QE2557'WAS PAINTED AROUND EACH MARK.
 QE2557'
 QE2557'A TO REACH FOLLOWS.
 QE2557'
 QE2557'TO REACH THE STATION FROM THE POST OFFICE IN YACHATS GO SOUTH ON
 QE2557'U.S. HIGHWAY 101 FOR 2.6 MILES TO THE DEVILS CHURN VIEWPOINT AND
 QE2557'THE END OF TRUCK TRAVEL.  FROM HERE PACK DOWN THE STEPS AND AROUND
 QE2557'THE EAST END OF THE DEVILS CHURN THEN NORTH ON THE ROCKY BEACH
 QE2557'TO THE STATION.  LENGTH OF PACK IS ABOUT 20 MINUTES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AJ1542 ***********************************************************************
 AJ1542  DESIGNATION -  CARD
 AJ1542  PID         -  AJ1542
 AJ1542  STATE/COUNTY-  OR/BENTON
 AJ1542  USGS QUAD   -  WREN (1984)
 AJ1542
 AJ1542                         *CURRENT SURVEY CONTROL
 AJ1542  ___________________________________________________________________
 AJ1542* NAD 83(2007)-  44 35 45.39409(N)    123 24 10.23686(W)     ADJUSTED  
 AJ1542* NAVD 88     -       131.4    (meters)     431.     (feet)  GPS OBS   
 AJ1542  ___________________________________________________________________
 AJ1542  EPOCH DATE  -        2007.00
 AJ1542  X           -  -2,504,494.298 (meters)                     COMP
 AJ1542  Y           -  -3,797,854.821 (meters)                     COMP
 AJ1542  Z           -   4,455,562.815 (meters)                     COMP
 AJ1542  LAPLACE CORR-          -5.63  (seconds)                    DEFLEC99
 AJ1542  ELLIP HEIGHT-         109.106 (meters)          (02/10/07) ADJUSTED
 AJ1542  GEOID HEIGHT-         -22.22  (meters)                     GEOID03
 AJ1542
 AJ1542  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ1542  Type    PID    Designation                      North   East  Ellip
 AJ1542  -------------------------------------------------------------------
 AJ1542  NETWORK AJ1542 CARD                              0.94   0.80   2.31
 AJ1542  -------------------------------------------------------------------
 AJ1542
 AJ1542.The horizontal coordinates were established by GPS observations
 AJ1542.and adjusted by the National Geodetic Survey in February 2007.
 AJ1542
 AJ1542.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ1542.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ1542.The horizontal coordinates are valid at the epoch date displayed above.
 AJ1542.The epoch date for horizontal control is a decimal equivalence
 AJ1542.of Year/Month/Day.
 AJ1542
 AJ1542.The orthometric height was determined by GPS observations and a
 AJ1542.high-resolution geoid model.
 AJ1542
 AJ1542.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ1542
 AJ1542.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1542
 AJ1542.The ellipsoidal height was determined by GPS observations
 AJ1542.and is referenced to NAD 83.
 AJ1542
 AJ1542.The geoid height was determined by GEOID03.
 AJ1542
 AJ1542;                    North         East     Units Scale Factor Converg.
 AJ1542;SPC OR N     -   107,403.317 2,269,579.487   MT  0.99994421   -2 03 31.2
 AJ1542;SPC OR N     -   352,373.09  7,446,126.93   iFT  0.99994421   -2 03 31.2
 AJ1542;UTM  10      - 4,938,145.278   468,027.402   MT  0.99961257   -0 16 58.2
 AJ1542
 AJ1542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1542!SPC OR N     -   0.99998289  x   0.99994421  =   0.99992710
 AJ1542!UTM  10      -   0.99998289  x   0.99961257  =   0.99959547
 AJ1542
 AJ1542                          SUPERSEDED SURVEY CONTROL
 AJ1542
 AJ1542  NAD 83(1998)-  44 35 45.39131(N)    123 24 10.23829(W) AD(       ) B
 AJ1542  ELLIP H (07/03/01)  109.119  (m)                       GP(       ) 5 1
 AJ1542  NAD 83(1998)-  44 35 45.39129(N)    123 24 10.23834(W) AD(1997.00) B
 AJ1542  ELLIP H (02/15/01)  109.118  (m)                       GP(       ) 4 1
 AJ1542
 AJ1542.Superseded values are not recommended for survey control.
 AJ1542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1542.See file dsdata.txt to determine how the superseded data were derived.
 AJ1542
 AJ1542_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ6802738145(NAD 83)
 AJ1542_MARKER: DD = SURVEY DISK
 AJ1542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1542_STAMPING: CARD 2000 NO 010 OR LS 2578
 AJ1542_MARK LOGO: OR-003
 AJ1542_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ1542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ1542+STABILITY: SURFACE MOTION
 AJ1542_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ1542+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ1542
 AJ1542  HISTORY     - Date     Condition        Report By
 AJ1542  HISTORY     - 2000     MONUMENTED       OR-003
 AJ1542
 AJ1542                          STATION DESCRIPTION
 AJ1542
 AJ1542'DESCRIBED BY BENTON COUNTY OREGON 2000 (REW)
 AJ1542'THE STATION IS LOCATED ABOUT 10.0 KM (6.20 MI) WEST-NORTHWEST OF
 AJ1542'CORVALLIS, 7.0 KM (4.35 MI) NORTHWEST OF PHILOMATH, IN THE EAST
 AJ1542'QUADRANT OF THE INTERSECTION OF CARDWELL HILL ROAD AND BLAKESLEY CREEK
 AJ1542'ROAD.  OWNERSHIP--BENTON COUNTY RIGHT-OF-WAY.  TO REACH THE STATION
 AJ1542'FROM THE JUNCTION OF STATE HIGHWAYS 20 AND 223 (KINGS VALLEY HIGHWAY)
 AJ1542'NORTHWEST OF PHILOMATH, GO NORTH ON HIGHWAY 223 FOR 1.7 KM (1.05 MI)
 AJ1542'TO THE JUNCTION OF CARDWELL HILL ROAD ON THE RIGHT.  TURN RIGHT,
 AJ1542'SOUTHEAST ON CARDWELL HILL ROAD FOR 1.85 KM (1.15 MI) TO THE STATION
 AJ1542'ON THE LEFT JUST PAST THE JUNCTION OF BLAKESLEY CREEK ROAD. THE
 AJ1542'STATION IS A 5 CM ALUMINUM BENTON COUNTY SURVEYORS OFFICE DISK SET IN
 AJ1542'TOP OF A 30 CM ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND. IT IS
 AJ1542'52.0 M (170.6 FT) SOUTHEAST FROM THE CENTER OF BLAKESLEY CREEK ROAD,
 AJ1542'7.6 M (24.9 FT) NORTHEAST FROM THE CENTER OF CARDWELL HILL ROAD, 1.4 M
 AJ1542'(4.6 FT) SOUTHWEST FROM A FENCE, AND 0.5 M (1.6 FT) EAST FROM A
 AJ1542'FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0670 ***********************************************************************
 PB0670  DESIGNATION -  CAREY
 PB0670  PID         -  PB0670
 PB0670  STATE/COUNTY-  OR/DESCHUTES
 PB0670  USGS QUAD   -  ANNS BUTTE (1981)
 PB0670
 PB0670                         *CURRENT SURVEY CONTROL
 PB0670  ___________________________________________________________________
 PB0670* NAD 83(1991)-  43 45 10.54240(N)    121 27 40.44186(W)     ADJUSTED  
 PB0670* NAVD 88     -      1282.290  (meters)    4206.98   (feet)  ADJUSTED  
 PB0670  ___________________________________________________________________
 PB0670  LAPLACE CORR-           5.82  (seconds)                    DEFLEC99
 PB0670  GEOID HEIGHT-         -20.81  (meters)                     GEOID03
 PB0670  DYNAMIC HT  -        1281.699 (meters)    4205.04  (feet)  COMP
 PB0670  MODELED GRAV-     980,113.6   (mgal)                       NAVD 88
 PB0670
 PB0670  HORZ ORDER  -  FIRST
 PB0670  VERT ORDER  -  FIRST     CLASS II
 PB0670
 PB0670.The horizontal coordinates were established by classical geodetic methods
 PB0670.and adjusted by the National Geodetic Survey in October 1991.
 PB0670
 PB0670.The orthometric height was determined by differential leveling
 PB0670.and adjusted in June 1991.
 PB0670
 PB0670.The Laplace correction was computed from DEFLEC99 derived deflections.
 PB0670
 PB0670.The geoid height was determined by GEOID03.
 PB0670
 PB0670.The dynamic height is computed by dividing the NAVD 88
 PB0670.geopotential number by the normal gravity value computed on the
 PB0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0670.degrees latitude (g = 980.6199 gals.).
 PB0670
 PB0670.The modeled gravity was interpolated from observed gravity values.
 PB0670
 PB0670;                    North         East     Units Scale Factor Converg.
 PB0670;SPC OR S     -   232,196.633 1,422,589.713   MT  0.99994659   -0 39 27.5
 PB0670;SPC OR S     -   761,799.98  4,667,289.08   iFT  0.99994659   -0 39 27.5
 PB0670;UTM  10      - 4,845,582.281   623,880.681   MT  0.99978876   +1 03 51.4
 PB0670
 PB0670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PB0670!SPC OR S     -   0.99980223  x   0.99994659  =   0.99974883
 PB0670!UTM  10      -   0.99980223  x   0.99978876  =   0.99959103
 PB0670
 PB0670|---------------------------------------------------------------------|
 PB0670| PID    Reference Object                     Distance      Geod. Az  |
 PB0670|                                                           dddmmss.s |
 PB0670| CD7060 CAREY RM 1                           24.717 METERS 07430     |
 PB0670| CD7061 CAREY RM 2                           30.468 METERS 15810     |
 PB0670| CD6825 T 315                                              1990243.4 |
 PB0670|---------------------------------------------------------------------|
 PB0670
 PB0670                          SUPERSEDED SURVEY CONTROL
 PB0670
 PB0670  NAD 83(1986)-  43 45 10.54784(N)    121 27 40.45008(W) AD(       ) 1
 PB0670  NAD 27      -  43 45 11.11421(N)    121 27 36.35797(W) AD(       ) 1
 PB0670  NGVD 29 (07/19/86) 1280.6    (m)         4201.     (f) VERT ANG    3  
 PB0670
 PB0670.Superseded values are not recommended for survey control.
 PB0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0670.See file dsdata.txt to determine how the superseded data were derived.
 PB0670
 PB0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP2388145582(NAD 83)
 PB0670_MARKER: DS = TRIANGULATION STATION DISK
 PB0670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0670_SP_SET: CONCRETE POST
 PB0670_STAMPING: CAREY 1971
 PB0670_MARK LOGO: CGS   
 PB0670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0670+STABILITY: SURFACE MOTION
 PB0670_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PB0670+SATELLITE: SATELLITE OBSERVATIONS - May 05, 1989
 PB0670
 PB0670  HISTORY     - Date     Condition        Report By
 PB0670  HISTORY     - 1971     MONUMENTED       NGS
 PB0670  HISTORY     - 1971     GOOD             NGS
 PB0670  HISTORY     - 19880720 GOOD             NGS
 PB0670  HISTORY     - 19890505 GOOD             LOCSUR
 PB0670  HISTORY     - 20051011 GOOD             GEOCAC
 PB0670
 PB0670                          STATION DESCRIPTION
 PB0670
 PB0670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LDF)
 PB0670'THE STATION IS LOCATED ABOUT 23 MILES SOUTH-SOUTHWEST OF BEND, 6
 PB0670'MILES NORTH-NORTHEAST OF LA PINE AND NEAR THE SOUTHWEST CORNER OF
 PB0670'THE JUNCTION OF U.S. HIGHWAY 97 AND A GRAVELLED ROAD LEADING TO
 PB0670'PAULINA LAKE.  IT IS ON COUNTY PROPERTY IN THE SOUTHWEST CORNER
 PB0670'OF THE SOUTHWEST QUARTER OF SECTION 18, T 21 S, R 11 E.
 PB0670'
 PB0670'TO REACH THE STATION FROM THE POST OFFICE IN LA PINE, GO EAST
 PB0670'FOR 1 BLOCK TO THE JUNCTION OF U.S. HIGHWAY 97, TURN LEFT AND GO
 PB0670'NORTH-NORTHEAST ON HIGHWAY 97 FOR 2.75 MILES TO A CROSSROAD AND A
 PB0670'RAILROAD CROSSING.  CONTINUE NORTH-NORTHEAST ON HIGHWAY 97 FOR
 PB0670'2.65 MILES TO A SIDE ROAD ON THE LEFT AND BENCH MARK T 135 USGS
 PB0670'ON THE LEFT.  CONTINUE NORTH-NORTHEAST ON HIGHWAY 97 FOR 0.95
 PB0670'MILE TO A CROSSROAD, TURN LEFT AND GO WEST ON GRAVELLED ROAD
 PB0670'FOR 0.05 MILE TO THE STATION ON THE LEFT.
 PB0670'
 PB0670'STATIONS MARKS ARE STANDARD DISKS STAMPED CAREY 1971, THE SURFACE
 PB0670'STATION MARK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 PB0670'MONUMENT, THAT PROJECTS 2 INCHES.  IT IS 90.0 FEET WEST OF THE
 PB0670'APPROXIMATE CENTER OF GRAVELLED ROAD, 82.9 FEET WEST OF A POWER
 PB0670'LINE POLE, 30.0 FEET NORTH OF A PINE TREE WITH TRIANGLE BLAZE,
 PB0670'11.0 FEET EAST OF A NORTH-SOUTH FENCE LINE AND 10.5 FEET EAST OF
 PB0670'A METAL WITNESS POST WITH SIGN.  THE UNDERGROUND STATION MARK
 PB0670'IS SET 42 INCHES BELOW THE GROUND SURFACE.
 PB0670'
 PB0670'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CAREY NO 1 1971, SET
 PB0670'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS
 PB0670'8 INCHES.  IT IS 91.0 FEET EAST OF THE FENCE, 92.0 FEET NORTHEAST
 PB0670'OF THE PINE TREE WITH TRIANGLE BLAZE, 90.5 FEET EAST OF THE
 PB0670'WITNESS POST, 27 FEET WEST OF THE APPROXIMATE CENTER OF THE
 PB0670'GRAVELLED ROAD, 1.7 FEET WEST OF A POWER LINE POLE AND IT IS
 PB0670'ABOUT THE SAME IN ELEVATION AS THE STATION.
 PB0670'
 PB0670'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CAREY NO 2 1971, SET
 PB0670'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS
 PB0670'4 INCHES.  IT IS 178 FEET WEST OF THE APPROXIMATE CENTER OF THE
 PB0670'GRAVELLED ROAD, 52.0 FEET EAST OF THE FENCE, 72.0 FEET SOUTHEAST
 PB0670'OF THE PINE TREE WITH TRIANGLE BLAZE AND IT IS ABOUT THE SAME IN
 PB0670'ELEVATION AS THE STATION.
 PB0670'
 PB0670'B M T 315 USGS IS A BRONZE DISK OF THE U.S. GEOLOGICAL SURVEY
 PB0670'STAMPED 4215.910 T 315 1927, CEMENTED IN A DRILL HOLE IN THE TOP
 PB0670'AND NEAR THE CENTER OF A CONCRETE CULVERT ON THE EAST SIDE OF
 PB0670'RAILROAD TRACKS.  IT IS 72 FEET NORTH OF THE APPROXIMATE CENTER
 PB0670'OF A BLADED ROAD, 113.0 FEET WEST OF THE PAINTED CENTERLINE OF
 PB0670'U.S. HIGHWAY 97 AND 15.3 FEET EAST OF THE EAST RAIL OF RAILROAD
 PB0670'TRACKS.
 PB0670'
 PB0670'HEIGHT OF LIGHT ABOVE STATION MARK 36.3 METERS.
 PB0670
 PB0670                          STATION RECOVERY (1971)
 PB0670
 PB0670'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 PB0670'RECOVERED IN GOOD CONDITION.
 PB0670
 PB0670                          STATION RECOVERY (1988)
 PB0670
 PB0670'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 PB0670'9.9 KM (6.15 MI) NORTHERLY ALONG U.S. HIGHWAY 97 FROM THE POST OFFICE
 PB0670'IN LAPINE, THENCE 0.1 KM (0.05 MI) WEST ALONG A PAVED ROAD, 119.0 M
 PB0670'(390.4 FT) NORTHWEST OF BENCH MARK S 62, 29.0 M (95.1 FT) SOUTHWEST OF
 PB0670'THE CENTERLINE OF THE ROAD, 25.3 M (83.0 FT) WEST OF A UTILITY POLE,
 PB0670'3.4 M (11.2 FT) EAST OF A FENCE, 0.3 M (1.0 FT) SOUTHWEST OF A
 PB0670'WITNESS POST, LEVEL WITH THE ROAD, AND IN TOP OF A CONCRETE POST THAT
 PB0670'IS FLUSH WITH THE GROUND SURFACE.
 PB0670
 PB0670                          STATION RECOVERY (1989)
 PB0670
 PB0670'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989
 PB0670'RECOVERED IN GOOD CONDITION.
 PB0670
 PB0670                          STATION RECOVERY (2005)
 PB0670
 PB0670'RECOVERY NOTE BY GEOCACHING 2005 (JLH)
 PB0670'STATION DISK, RM1, RM2 AND B M T (PB0231) ALL FOUND IN GOOD CONDITION.
 PB0670'BLAZED TREE IN EARLIER DISCRIPTION SEARCHED FOR BUT NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2759 ***********************************************************************
 RD2759  DESIGNATION -  CARLON
 RD2759  PID         -  RD2759
 RD2759  STATE/COUNTY-  OR/WASHINGTON
 RD2759  USGS QUAD   -  SHERWOOD (1985)
 RD2759
 RD2759                         *CURRENT SURVEY CONTROL
 RD2759  ___________________________________________________________________
 RD2759* NAD 83(1991)-  45 21 13.11865(N)    122 46 19.68103(W)     ADJUSTED  
 RD2759* NAVD 88     -       108.     (meters)     354.     (feet)  SCALED    
 RD2759  ___________________________________________________________________
 RD2759  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 RD2759  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 RD2759  HORZ ORDER  -  SECOND
 RD2759
 RD2759.The horizontal coordinates were established by classical geodetic methods
 RD2759.and adjusted by the National Geodetic Survey in October 1991.
 RD2759
 RD2759.The orthometric height was scaled from a topographic map.
 RD2759
 RD2759.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2759
 RD2759.The geoid height was determined by GEOID03.
 RD2759
 RD2759;                    North         East     Units Scale Factor Converg.
 RD2759;SPC OR N     -   189,963.078 2,321,996.244   MT  0.99989978   -1 36 40.9
 RD2759;SPC OR N     -   623,238.44  7,618,097.91   iFT  0.99989978   -1 36 40.9
 RD2759;UTM  10      - 5,022,262.246   517,848.535   MT  0.99960392   +0 09 43.6
 RD2759
 RD2759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2759!SPC OR N     -   0.99998665  x   0.99989978  =   0.99988643
 RD2759!UTM  10      -   0.99998665  x   0.99960392  =   0.99959057
 RD2759
 RD2759|---------------------------------------------------------------------|
 RD2759| PID    Reference Object                     Distance      Geod. Az  |
 RD2759|                                                           dddmmss.s |
 RD2759| CE2385 CARLON AZ MK 2                                     08837     |
 RD2759| CE2386 CARLON RM 1                          34.174 METERS 08849     |
 RD2759| CE2384 CARLON AZ MK                                       2134905.4 |
 RD2759| CE2387 CARLON RM 2                          41.422 METERS 26926     |
 RD2759| CE2388 CARLON RM 3                          28.575 METERS 26959     |
 RD2759|---------------------------------------------------------------------|
 RD2759
 RD2759                          SUPERSEDED SURVEY CONTROL
 RD2759
 RD2759  NAD 83(1986)-  45 21 13.13945(N)    122 46 19.68902(W) AD(       ) 2
 RD2759  NAD 27      -  45 21 13.70979(N)    122 46 15.34281(W) AD(       ) 2
 RD2759
 RD2759.Superseded values are not recommended for survey control.
 RD2759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2759.See file dsdata.txt to determine how the superseded data were derived.
 RD2759
 RD2759_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1784922262(NAD 83)
 RD2759_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RD2759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD2759
 RD2759  HISTORY     - Date     Condition        Report By
 RD2759  HISTORY     - 1962     MONUMENTED       CGS
 RD2759  HISTORY     - 1976     SEE DESCRIPTION  NGS
 RD2759  HISTORY     - 19941002 MARK NOT FOUND   USPSQD
 RD2759
 RD2759                          STATION DESCRIPTION
 RD2759
 RD2759'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 RD2759'THE STATION IS LOCATED ABOUT 4 MILES NORTH OF WILSONVILLE, 2
 RD2759'MILES SOUTH OF TUALATIN, AND 1/2 MILE NORTH OF THE
 RD2759'WASHINGTON-CLACKAMAS COUNTY LINE.
 RD2759'
 RD2759'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 212 AND
 RD2759'STATE HIGHWAY 217 IN TUALATIN, GO SOUTH ON STATE HIGHWAY 217 FOR
 RD2759'2.0 MILES TO A T-ROAD TO THE LEFT AND SIGN NORWOOD ROAD.  (CONTINUE
 RD2759'AHEAD, SOUTH, ON STATE HIGHWAY 217 FOR 0.15 MILE TO THE AZIMUTH
 RD2759'MARK ON THE LEFT, EAST, SIDE OF THE ROAD).  TURN LEFT, EAST, AND
 RD2759'FOLLOW THE PAVED ROAD FOR 0.1 MILE TO THE STATION ON THE RIGHT,
 RD2759'SOUTH, SIDE OF THE ROAD.
 RD2759'
 RD2759'THE STATION MARK, STAMPED CARLON 1962, IS A STANDARD DISK SET IN
 RD2759'THE TOP OF A 12-INCH SQUARE, CONCRETE POST THAT PROJECTS 6
 RD2759'INCHES.  IT IS 19 FEET SOUTH OF THE CENTER OF NORWOOD ROAD AND
 RD2759'6.3 FEET EAST OF A WITNESS POST.
 RD2759'
 RD2759'REFERENCE MARK NO. 1, STAMPED CARLON NO 1 1962, IS A STANDARD
 RD2759'DISK SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE POST THAT
 RD2759'PROJECTS 6 INCHES.  IT IS 118.4 FEET EAST OF THE WITNESS POST,
 RD2759'17 FEET SOUTH OF THE CENTER OF NORWOOD ROAD, AND 6 FEET WEST OF
 RD2759'POWER POLE NUMBER 3318.
 RD2759'
 RD2759'REFERENCE MARK NO. 2, STAMPED CARLON NO 2 1962, IS A STANDARD
 RD2759'DISK SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE POST THAT PROJECTS
 RD2759'6 INCHES.  IT IS 124.5 FEET WEST OF THE WITNESS POST, 20 FEET
 RD2759'SOUTH OF THE CENTER OF NORWOOD ROAD, AND 2 FEET EAST OF POWER
 RD2759'POLE NUMBER 3317.
 RD2759'
 RD2759'THE AZIMUTH MARK, STAMPED CARLON 1962, IS A STANDARD DISK SET IN
 RD2759'THE TOP OF A 12-INCH SQUARE, CONCRETE POST THAT PROJECTS 6
 RD2759'INCHES.  IT IS 56 FEET NORTH OF POWER POLE NUMBER 2978, 28 FEET
 RD2759'EAST OF THE CENTER OF STATE HIGHWAY 217, AND 2.1 FEET NORTH OF A
 RD2759'WITNESS POST.
 RD2759
 RD2759                          STATION RECOVERY (1976)
 RD2759
 RD2759'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 RD2759'THE STATION MARK, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK WERE
 RD2759'RECOVERED IN GOOD CONDITION.  THE HORIZONTAL DISTANCE TO THE
 RD2759'REFERENCE MARKS WERE ENTERED IN REVERSE.  REFERENCE MARK NO. 2
 RD2759'WAS DESTROYED TO PERMIT THE CONSTRUCTION OF A NEW DRIVEWAY TO
 RD2759'MR. MOORES SHOP.  REFERENCE MARK NO. 3 WAS ESTABLISHED.  A NEW
 RD2759'DWELLING HAS BEEN BUILT BETWEEN THE STATION, AND THE AZIMUTH
 RD2759'MARK.  AZIMUTH MARK 2 1976 WAS ESTABLISHED.  A NEW AND COMPLETE
 RD2759'DESCRIPTION FOLLOWS.
 RD2759'
 RD2759'THE STATION IS ON THE SOUTH RIGHT-OF-WAY OF NORWOOD ROAD.
 RD2759'
 RD2759'TO REACH THE STATION FROM THE TUALATIN POST OFFICE GO WEST ON SW
 RD2759'SENECA STREET FOR 0.1 MILE TO A T INTERSECTION, TURN LEFT, AND GO
 RD2759'SOUTH ON SW BOONES FERRY ROAD FOR 2.2 MILES TO A SIDE ROAD LEFT,
 RD2759'TURN LEFT, AND GO EAST ON NORWOOD ROAD FOR 0.1 MILE TO THE
 RD2759'STATION ON THE RIGHT.
 RD2759'
 RD2759'THE STATION MARK, STAMPED CARLON 1962 IS A STANDARD DISK SET IN
 RD2759'A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3-INCHES, 155
 RD2759'FEET EAST OF MR. WILLIAM MOORES DRIVEWAY, 18 FEET SOUTH OF THE
 RD2759'CENTER OF NORWOOD ROAD, 6.5 FEET EAST OF A METAL WITNESS POST,
 RD2759'AND 2 FEET HIGHER THAN NORWOOD ROAD.  (NOTE 1A AND 7A)
 RD2759'
 RD2759'REFERENCE MARK NO. 1, STAMPED CARLON NO 1 1962, IS A STANDARD DISK
 RD2759'SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3-INCHES,
 RD2759'46 FEET WEST-SOUTHWEST OF F.A. MEAGHERS MAILBOX, 16 FEET SOUTH OF
 RD2759'THE CENTER OF NORWOOD ROAD, AND 6 FEET WEST OF POWER POLE
 RD2759'NO. P 57, WHERE THE POWER LINE CROSSES THE ROAD.  (NOTE 11A)
 RD2759'
 RD2759'REFERENCE MARK NO. 3, STAMPED CARLON 1962 NO 3 1976, IS A STANDARD
 RD2759'DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 RD2759'4-INCHES, 60 FEET EAST OF THE DRIVEWAY, 18 FEET SOUTH OF THE CENTER
 RD2759'OF NORWOOD ROAD, AND 1 FOOT EAST OF A METAL WITNESS POST.  (NOTE
 RD2759'11A)
 RD2759'
 RD2759'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON NORWOOD
 RD2759'ROAD FOR 0.35 MILE TO THE WEST END OF THE OVERPASS OVER INTERSTATE
 RD2759'5, AND THE AZIMUTH MARK ON THE LEFT.
 RD2759'
 RD2759'THE AZIMUTH MARK, STAMPED CARLON 1962 AZ 2 1976, IS A STANDARD
 RD2759'REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN THE TOP OF THE
 RD2759'ABUTMENT AT THE NORTHWEST CORNER OF THE OVERPASS, 130 FEET WEST
 RD2759'OF THE CENTER OF THE OVERPASS, 21 FEET NORTH OF THE CENTER OF
 RD2759'THE OVERPASS, AND 3.5 FEET HIGHER THAN THE DECK OF THE OVERPASS.
 RD2759'
 RD2759'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RD2759'2 MILES SOUTH OF TUALATIN.
 RD2759
 RD2759                          STATION RECOVERY (1994)
 RD2759
 RD2759'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD2759'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2018 ***********************************************************************
 RD2018  DESIGNATION -  CARLTON
 RD2018  PID         -  RD2018
 RD2018  STATE/COUNTY-  OR/TILLAMOOK
 RD2018  USGS QUAD   -  NEHALEM (1985)
 RD2018
 RD2018                         *CURRENT SURVEY CONTROL
 RD2018  ___________________________________________________________________
 RD2018* NAD 83(1991)-  45 44 52.76033(N)    123 57 54.41943(W)     ADJUSTED  
 RD2018* NAVD 88     -       147.     (meters)     482.     (feet)  SCALED    
 RD2018  ___________________________________________________________________
 RD2018  LAPLACE CORR-          24.34  (seconds)                    DEFLEC99
 RD2018  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 RD2018  HORZ ORDER  -  THIRD
 RD2018
 RD2018.The horizontal coordinates were established by classical geodetic methods
 RD2018.and adjusted by the National Geodetic Survey in October 1991.
 RD2018
 RD2018.The orthometric height was scaled from a topographic map.
 RD2018
 RD2018.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2018
 RD2018.The geoid height was determined by GEOID03.
 RD2018
 RD2018;                    North         East     Units Scale Factor Converg.
 RD2018;SPC OR N     -   237,065.914 2,230,461.955   MT  0.99994569   -2 27 26.7
 RD2018;SPC OR N     -   777,775.31  7,317,788.57   iFT  0.99994569   -2 27 26.7
 RD2018;UTM  10      - 5,066,500.850   424,930.337   MT  0.99966928   -0 41 28.8
 RD2018
 RD2018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2018!SPC OR N     -   0.99998056  x   0.99994569  =   0.99992625
 RD2018!UTM  10      -   0.99998056  x   0.99966928  =   0.99964985
 RD2018
 RD2018:                Primary Azimuth Mark                     Grid Az
 RD2018:SPC OR N     -  FOLEY RESET                              136 31 15.1
 RD2018:UTM  10      -  FOLEY RESET                              134 45 17.2
 RD2018
 RD2018|---------------------------------------------------------------------|
 RD2018| PID    Reference Object                     Distance      Geod. Az  |
 RD2018|                                                           dddmmss.s |
 RD2018| RD1972 FOLEY RESET                         APPROX.15.4 KM 1340348.4 |
 RD2018| RD2032 BRIGHTON HIGHEST SMOKESTACK         APPROX. 9.3 KM 1601731.8 |
 RD2018| RD2024 PROMINENT WHITE HOUSE GABLE         APPROX.10.1 KM 1640221.9 |
 RD2018| RD2073 FALCON ROCK                         APPROX. 3.1 KM 3055815.1 |
 RD2018| DD9504 CARLTON RM                           16.850 METERS 31409     |
 RD2018|---------------------------------------------------------------------|
 RD2018
 RD2018                          SUPERSEDED SURVEY CONTROL
 RD2018
 RD2018  NAD 83(1986)-  45 44 52.78813(N)    123 57 54.40303(W) AD(       ) 3
 RD2018  NAD 27      -  45 44 53.39900(N)    123 57 49.90000(W) AD(       ) 3
 RD2018
 RD2018.Superseded values are not recommended for survey control.
 RD2018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2018.See file dsdata.txt to determine how the superseded data were derived.
 RD2018
 RD2018_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR2493066501(NAD 83)
 RD2018
 RD2018  HISTORY     - Date     Condition        Report By
 RD2018  HISTORY     - 1875     MONUMENTED       CGS
 RD2018  HISTORY     - 1926     SEE DESCRIPTION  CGS
 RD2018  HISTORY     - 1933     SEE DESCRIPTION  ORGS
 RD2018  HISTORY     - 1954     SEE DESCRIPTION  CGS
 RD2018
 RD2018                          STATION DESCRIPTION
 RD2018
 RD2018'DESCRIBED BY COAST AND GEODETIC SURVEY 1875 (JJG)
 RD2018'STATION IS ON THE NARROW RIDGE ON TOP OF THE TALL BUTTE ON THE
 RD2018'SHORE LINE AT THE WESTERN SLOPE OF THE NEAH-KAH-NIE MOUNTAIN.  THE
 RD2018'BUTTE IS BARE EXCEPT ON THE NORTHERN PART WHICH IS COVERED WITH
 RD2018'SCRUBBY SPRUCE AND GRASS.  THE STATION IS 0.9 METER FROM THE
 RD2018'EDGE OF THE BLUFF TO THE W AND 28 PACES FROM THE POINT TO THE N.
 RD2018'
 RD2018'THE STATION IS MARKED 6 INCHES BELOW THE SURFACE BY A DRILL HOLE
 RD2018'IN A ROCK.
 RD2018
 RD2018                          STATION RECOVERY (1926)
 RD2018
 RD2018'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926 (LGS)
 RD2018'THIS STATION WAS FOUND EXACTLY AS DESCRIBED.
 RD2018'
 RD2018'A REFERENCE MARK, NAIL IN CONCRETE IN 2-INCH CAST-IRON PIPE,
 RD2018'PROJECTING ABOVE THE GROUND ABOUT 1 FOOT, AND SITUATED RIGHT AT
 RD2018'THE N END OF THE HILL, WAS SET.
 RD2018
 RD2018                          STATION RECOVERY (1933)
 RD2018
 RD2018'RECOVERY NOTE BY OREGON GEODETIC SURVEY 1933
 RD2018'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  STATION
 RD2018'LIES TO THE W OF THE HIGHWAY WHICH WAS UNDER CONSTRUCTION.
 RD2018
 RD2018                          STATION RECOVERY (1954)
 RD2018
 RD2018'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (FN)
 RD2018'AFTER A THOROUGH SEARCH BY SURVEYING METHODS NO EVIDENCE OF THE
 RD2018'OLD STATION WAS FOUND.  THE TOP OF ONE OF THE ROCKS ON THE
 RD2018'HIGHEST PART OF THE HILL HAS BEEN BROKEN OFF.  THE STATION IS LOST.
 RD2018'
 RD2018'A NEW STATION, CARLTON 2, WAS ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2019 ***********************************************************************
 RD2019  DESIGNATION -  CARLTON 2 RESET
 RD2019  PID         -  RD2019
 RD2019  STATE/COUNTY-  OR/TILLAMOOK
 RD2019  USGS QUAD   -  NEHALEM (1985)
 RD2019
 RD2019                         *CURRENT SURVEY CONTROL
 RD2019  ___________________________________________________________________
 RD2019* NAD 83(1991)-  45 44 52.61045(N)    123 57 54.22065(W)     ADJUSTED  
 RD2019* NAVD 88     -       147.     (meters)     482.     (feet)  SCALED    
 RD2019  ___________________________________________________________________
 RD2019  LAPLACE CORR-          24.34  (seconds)                    DEFLEC99
 RD2019  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 RD2019  HORZ ORDER  -  THIRD
 RD2019
 RD2019.The horizontal coordinates were established by classical geodetic methods
 RD2019.and adjusted by the National Geodetic Survey in October 1991.
 RD2019
 RD2019.The orthometric height was scaled from a topographic map.
 RD2019
 RD2019.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2019
 RD2019.The geoid height was determined by GEOID03.
 RD2019
 RD2019;                    North         East     Units Scale Factor Converg.
 RD2019;SPC OR N     -   237,061.107 2,230,466.049   MT  0.99994568   -2 27 26.5
 RD2019;SPC OR N     -   777,759.54  7,317,802.00   iFT  0.99994568   -2 27 26.5
 RD2019;UTM  10      - 5,066,496.173   424,934.576   MT  0.99966927   -0 41 28.6
 RD2019
 RD2019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2019!SPC OR N     -   0.99998056  x   0.99994568  =   0.99992624
 RD2019!UTM  10      -   0.99998056  x   0.99966927  =   0.99964984
 RD2019
 RD2019:                Primary Azimuth Mark                     Grid Az
 RD2019:SPC OR N     -  CREST                                    151 20 06.2
 RD2019:UTM  10      -  CREST                                    149 34 08.3
 RD2019
 RD2019|---------------------------------------------------------------------|
 RD2019| PID    Reference Object                     Distance      Geod. Az  |
 RD2019|                                                           dddmmss.s |
 RD2019| RD2033 CREST                               APPROX. 6.1 KM 1485239.7 |
 RD2019| RD2026 MANZANITA RED HOUSE WEST GABLE      APPROX. 3.9 KM 1495001.8 |
 RD2019| DD9505 CARLTON 2 RM 1                        9.629 METERS 31711     |
 RD2019|---------------------------------------------------------------------|
 RD2019
 RD2019                          SUPERSEDED SURVEY CONTROL
 RD2019
 RD2019  NAD 83(1986)-  45 44 52.63879(N)    123 57 54.20437(W) AD(       ) 3
 RD2019  NAD 27      -  45 44 53.24100(N)    123 57 49.71100(W) AD(       ) 3
 RD2019
 RD2019.Superseded values are not recommended for survey control.
 RD2019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2019.See file dsdata.txt to determine how the superseded data were derived.
 RD2019
 RD2019_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR2493566496(NAD 83)
 RD2019_MARKER: Z = SEE DESCRIPTION
 RD2019_SETTING: 0 = UNSPECIFIED SETTING
 RD2019
 RD2019  HISTORY     - Date     Condition        Report By
 RD2019  HISTORY     - 1954     MONUMENTED       CGS
 RD2019  HISTORY     - 1966     SEE DESCRIPTION  CGS
 RD2019
 RD2019                          STATION DESCRIPTION
 RD2019
 RD2019'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (FN)
 RD2019'LOCATED 4 MILES NORTHWEST OF NEHALEM ON TOP OF A PROMINENT RIDGE
 RD2019'BETWEEN U.S. HIGHWAY 101 AND THE OCEAN, 27 METERS SOUTH OF THE
 RD2019'BREAK IN GRADE AT THE NORTH END OF THE TOP OF THE RIDGE, 19.7
 RD2019'METERS NORTH OF A BEND IN THE RIDGE LINE WHICH IS 10 FEET LOWER
 RD2019'THAN THE STATION, 5.0 METERS SOUTH OF AND 2 FEET LOWER THAN THE
 RD2019'HIGHEST POINT AND 1.3 METERS EAST OF THE WEST EDGE.
 RD2019'
 RD2019'STATION MARK IS A STANDARD TRIANGULATION DISK CEMENTED IN A DRILL
 RD2019'HOLE IN BEDROCK AND STAMPED CARLTON 2 1954.
 RD2019'
 RD2019'REFERENCE MARK NO. 1 IS 4.6 METERS NORTH OF THE HIGHEST POINT
 RD2019'AND 0.5 METER EAST OF THE WEST EDGE AND IS STAMPED CARLTON 2 NO 1
 RD2019'1954.  NO OTHER REFERENCE MARK WAS SET.
 RD2019'
 RD2019'NO AZIMUTH MARK WAS SET.  STATION CREST MAY BE USED FOR AN AZIMUTH.
 RD2019'
 RD2019'TO REACH FROM THE CAUTION LIGHT AT THE SHARP TURN IN U.S. HIGHWAY
 RD2019'101 IN NEHALEM, PROCEED IN A NORTHWESTERLY DIRECTION 4.6 MILES
 RD2019'TO PARKING AREA ON LEFT (WEST) SIDE OF ROAD, THENCE PACK WEST
 RD2019'ACROSS SWALE AND UP BRUSHY SLOPE TO STATION.
 RD2019
 RD2019                          STATION RECOVERY (1966)
 RD2019
 RD2019'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JCL)
 RD2019'REFERENCE MARK NO. 1 WAS FOUND IN GOOD CONDITION.  THE STATION
 RD2019'MARK HAD BEEN PRIED OUT BY VANDALS THEN LEFT SITTING ON TOP OF
 RD2019'THE DRILL HOLE.  THE ORIGINAL DISK HAD BEEN BENT AND DEFACED AND
 RD2019'COULD NOT BE REUSED.  THE ORIGINAL DRILL HOLE WAS CLEANED OUT AND
 RD2019'A NEW STATION MARK DISK WAS INSERTED.  EXCESSIVE CEMENT WAS USED
 RD2019'IN SETTING THE NEW DISK IN AN EFFORT TO DISCOURAGE
 RD2019'WOULD-BE-VANDALS.  FOLLOWING IS A NEW AND COMPLETE RECOVERY
 RD2019'NOTE.
 RD2019'
 RD2019'THE STATION IS 5 MILES NORTHWEST OF NEHALEM, 3 MILES NORTHWEST
 RD2019'OF MANZANITA AND 1/4 MILE WEST OF U.S. HIGHWAY 101 ON A PROMINENT
 RD2019'RIDGE BETWEEN U.S. HIGHWAY 101 AND THE OCEAN.  THE RIDGE IS
 RD2019'WOODED ON THE NORTH AND EAST SIDES.
 RD2019'
 RD2019'TO REACH THE STATION FROM THE POST OFFICE IN MANZANITA GO EAST
 RD2019'ON LANEDA AVENUE FOR 0.35 MILE TO THE JUNCTION WITH U.S. HIGHWAY
 RD2019'101, TURN LEFT AND GO NORTHWEST ON U.S. HIGHWAY 101 FOR 2.9 MILES
 RD2019'TO A TURNOUT ON THE LEFT AND THE END OF TRUCK TRAVEL, THIS IS 0.25
 RD2019'MILE SOUTH OF MILE POST NO. 40.  FROM END OF TRUCK TRAVEL PACK
 RD2019'WEST ACROSS A SWALE THEN UP A BRUSHY SLOPE TO THE FIRST SUMMIT
 RD2019'AND STATION.  LENGTH OF PACK IS ABOUT 5 MINUTES.
 RD2019'
 RD2019'THE STATION MARK, STAMPED CARLTON 2 1954 1966, IS A STANDARD DISK
 RD2019'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS 4
 RD2019'INCHES, 17 FEET SOUTHEAST OF THE HIGHEST PART OF THE RIDGE, 4 FEET
 RD2019'NORTHEAST OF THE EDGE OF THE RIDGE, 3 FEET SOUTHEAST OF A METAL
 RD2019'WITNESS POST AND 2 FEET NORTHEAST OF A ROCK CAIRN.  (NOTE 2)
 RD2019'
 RD2019'REFERENCE MARK NO. 1, STAMPED CARLTON 2 NO 1 1954, IS A
 RD2019'STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK, 29
 RD2019'FEET NORTHWEST OF THE WITNESS POST, 12 FEET NOTHWEST OF THE
 RD2019'HIGHEST PART OF THE RIDGE AND 2 FEET NORTHEAST OF THE EDGE OF
 RD2019'THE RIDGE.  A ROCK CAIRN WAS BUILT OVER THE REFERENCE
 RD2019'MARK.  (NOTE 12A)
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2633 ***********************************************************************
 QE2633  DESIGNATION -  CARPENTER MTN LOH
 QE2633  PID         -  QE2633
 QE2633  STATE/COUNTY-  OR/LINN
 QE2633  USGS QUAD   -  CARPENTER MOUNTAIN (1989)
 QE2633
 QE2633                         *CURRENT SURVEY CONTROL
 QE2633  ___________________________________________________________________
 QE2633* NAD 83(1991)-  44 16 52.28079(N)    122 08 37.86523(W)     ADJUSTED  
 QE2633* NAVD 88     -      1631.4    (meters)    5352.     (feet)  VERTCON   
 QE2633  ___________________________________________________________________
 QE2633  LAPLACE CORR-           7.33  (seconds)                    DEFLEC99
 QE2633  GEOID HEIGHT-         -21.93  (meters)                     GEOID03
 QE2633  HORZ ORDER  -  THIRD
 QE2633
 QE2633.The horizontal coordinates were established by classical geodetic methods
 QE2633.and adjusted by the National Geodetic Survey in October 1991.
 QE2633
 QE2633.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE2633.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE2633
 QE2633.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2633
 QE2633.The geoid height was determined by GEOID03.
 QE2633
 QE2633;                    North         East     Units Scale Factor Converg.
 QE2633;SPC OR N     -    69,623.436 2,368,784.496   MT  1.00001354   -1 09 56.9
 QE2633;SPC OR N     -   228,423.35  7,771,602.68   iFT  1.00001354   -1 09 56.9
 QE2633;SPC OR S     -   291,737.178 1,368,774.667   MT  1.00008366   -1 07 28.7
 QE2633;SPC OR S     -   957,142.97  4,490,730.53   iFT  1.00008366   -1 07 28.7
 QE2633;UTM  10      - 4,903,461.039   568,316.007   MT  0.99965740   +0 35 52.0
 QE2633
 QE2633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2633!SPC OR N     -   0.99974770  x   1.00001354  =   0.99976124
 QE2633!SPC OR S     -   0.99974770  x   1.00008366  =   0.99983134
 QE2633!UTM  10      -   0.99974770  x   0.99965740  =   0.99940519
 QE2633
 QE2633|---------------------------------------------------------------------|
 QE2633| PID    Reference Object                     Distance      Geod. Az  |
 QE2633|                                                           dddmmss.s |
 QE2633| CS4146 CARPENTER MTN LOH RM 2                3.673 METERS 06059     |
 QE2633| CS4145 CARPENTER MTN LOH RM 1                4.340 METERS 32505     |
 QE2633|---------------------------------------------------------------------|
 QE2633
 QE2633                          SUPERSEDED SURVEY CONTROL
 QE2633
 QE2633  NAD 83(1986)-  44 16 52.29845(N)    122 08 37.88064(W) AD(       ) 3
 QE2633  NGVD 29 (04/26/90) 1630.2    (m)         5348.     (f) VERT ANG    3  
 QE2633
 QE2633.Superseded values are not recommended for survey control.
 QE2633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2633.See file dsdata.txt to determine how the superseded data were derived.
 QE2633
 QE2633_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ6831603461(NAD 83)
 QE2633_MARKER: 73 = LOOKOUT HOUSE
 QE2633
 QE2633  HISTORY     - Date     Condition        Report By
 QE2633  HISTORY     - 1955     FIRST OBSERVED   USGS
 QE2633
 QE2633                          STATION DESCRIPTION
 QE2633
 QE2633'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 QE2633'LOCATED ABOUT 23 MI NE. OF VIDA, 18.5 MI SE. OF CASCADIA, 8 MI N.
 QE2633'OF MCKENZIE BRIDGE.  ON TOP OF PROMINENT PEAK KNOWN LOCALLY AS
 QE2633'CARPENTER MTN.
 QE2633'
 QE2633'TO REACH FROM CASCADIA RANGER STATION, DRIVE 22.8 MI E. ON U.S.
 QE2633'HWY. 20 TO BEAR PASS RD.  TAKE BEAR PASS RD. FOLLOWING
 QE2633'MAIN-TRAVELED RD. 4.8 MI TO RD. FORKS.  TAKE LEFT FORK 1.2 MI TO
 QE2633'RD. FORKS AT SWITCHBACK.  TAKE RIGHT FORK 2.9 MI.  TAKE RIGHT FORK
 QE2633'LEAVING MAIN-TRAVELED RD. FOLLOWING TRACK RD. 2 MI TO WOLF
 QE2633'MEADOW.  TAKE TRAIL S. UP MOUNTAIN TO TOP AND LOH.  A 1 HOUR
 QE2633'45-MINUTE PACK.
 QE2633'
 QE2633'STATION MARK--CENTER OF USFS LOH.
 QE2633'
 QE2633'RM 1--COPPER NAIL AND WASHER CEMENTED IN ROCK CRACK.
 QE2633'
 QE2633'RM 2--COPPER NAIL AND WASHER CEMENTED IN ROCK CRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1481 ***********************************************************************
 SC1481  DESIGNATION -  CARR 1873
 SC1481  PID         -  SC1481
 SC1481  STATE/COUNTY-  OR/COLUMBIA
 SC1481  USGS QUAD   -  RAINIER (1990)
 SC1481
 SC1481                         *CURRENT SURVEY CONTROL
 SC1481  ___________________________________________________________________
 SC1481* NAD 83(1991)-  46 02 43.05465(N)    122 53 04.99023(W)     ADJUSTED  
 SC1481* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 SC1481  ___________________________________________________________________
 SC1481  LAPLACE CORR-          -3.27  (seconds)                    DEFLEC99
 SC1481  GEOID HEIGHT-         -21.72  (meters)                     GEOID03
 SC1481  HORZ ORDER  -  THIRD
 SC1481
 SC1481.The horizontal coordinates were established by classical geodetic methods
 SC1481.and adjusted by the National Geodetic Survey in October 1991.
 SC1481
 SC1481.The orthometric height was scaled from a topographic map.
 SC1481
 SC1481.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1481
 SC1481.The geoid height was determined by GEOID03.
 SC1481
 SC1481;                    North         East     Units Scale Factor Converg.
 SC1481;SPC OR N     -   267,053.082 2,315,447.163   MT  1.00001183   -1 41 28.4
 SC1481;SPC OR N     -   876,158.41  7,596,611.43   iFT  1.00001183   -1 41 28.4
 SC1481;SPC WA S     -    81,924.138   315,458.288   MT  0.99995869   -1 43 56.1
 SC1481;SPC WA S     -   268,779.44  1,034,966.07   sFT  0.99995869   -1 43 56.1
 SC1481;UTM  10      - 5,099,086.330   508,919.149   MT  0.99960098   +0 04 58.8
 SC1481
 SC1481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1481!SPC OR N     -   1.00000293  x   1.00001183  =   1.00001476
 SC1481!SPC WA S     -   1.00000293  x   0.99995869  =   0.99996162
 SC1481!UTM  10      -   1.00000293  x   0.99960098  =   0.99960391
 SC1481
 SC1481:                Primary Azimuth Mark                     Grid Az
 SC1481:SPC OR N     -  DIKE 42.4 WEST END DOLPHIN               004 11 24.7
 SC1481:SPC WA S     -  DIKE 42.4 WEST END DOLPHIN               004 13 52.4
 SC1481:UTM  10      -  DIKE 42.4 WEST END DOLPHIN               002 24 57.5
 SC1481
 SC1481|---------------------------------------------------------------------|
 SC1481| PID    Reference Object                     Distance      Geod. Az  |
 SC1481|                                                           dddmmss.s |
 SC1481| SC1482 DIKE 42.4 WEST END DOLPHIN          APPROX. 2.3 KM 0022956.3 |
 SC1481| SC1484 COTTONWOOD IS LOWER R RNG LT        APPROX. 2.7 KM 0043316.3 |
 SC1481| SC1496 CLIMB                               APPROX. 4.2 KM 0072946.3 |
 SC1481| SC1488 COTTONWOOD IS LOWER REAR LT         APPROX. 2.2 KM 0074240.3 |
 SC1481| SC1486 CARROLLS LOWER DIKE DOLPHIN         APPROX. 2.1 KM 0075146.9 |
 SC1481| SC1490 DIKE 42.0 WEST END DOLPHIN          APPROX. 1.7 KM 0115230.6 |
 SC1481| SC1340 CARROLLS POINT 2                    APPROX. 3.1 KM 0244240.2 |
 SC1481| SC1495 DOL                                 APPROX. 1.3 KM 0251549.5 |
 SC1481| SC1353 CARROLLS DIKE LIGHT DOLPHIN         APPROX. 1.4 KM 0333031.5 |
 SC1481| SC1349 CARROLLS UPPER DIKE DOLPHIN         APPROX. 1.4 KM 0405954.7 |
 SC1481| SC1330 DOBELBOWER UP DIKE LT DOLPHIN       APPROX. 0.9 KM 0500942.8 |
 SC1481| SC1334 4 SPIKES USE                        APPROX. 0.8 KM 0813635.3 |
 SC1481| SC1380 CABLE LANDING N SIDE 1913           APPROX. 1.1 KM 1315043.5 |
 SC1481| SC1350 MOUNTAIN LUMBER CO STACK            APPROX. 3.0 KM 1451337.5 |
 SC1481| RD3801 AHLE POINT LIGHT                    APPROX. 6.1 KM 1492953.3 |
 SC1481| SC1339 KALAMA RIVER LIGHT                  APPROX. 1.6 KM 1501158.9 |
 SC1481| SC1367 GOBLE DOLPHIN USE                   APPROX. 3.4 KM 1570850.9 |
 SC1481| SC1373 SANDY ISLAND LIGHT DOLPHIN          APPROX. 4.5 KM 1642751.2 |
 SC1481| CE2991 CARR RM 1 1913                       10.294 METERS 18717     |
 SC1481| CE2993 CARR WM ON TREE                                    21408     |
 SC1481| CE2992 CARR RM 2                             3.077 METERS 27629     |
 SC1481| SC1477 D 3 AUX                             324.512 METERS 34713     |
 SC1481| SC1391 COTTONWOOD IS MID DIKE LT DOLP      APPROX. 3.7 KM 3491251.8 |
 SC1481| SC1476 COTTONWOOD IS LOWER F RNG LT        APPROX. 3.0 KM 3574526.2 |
 SC1481| SC1478 COTTONWOOD IS UP AND LOW F LT       APPROX. 2.5 KM 3583853.2 |
 SC1481| SC1479 COTTONWOOD IS UPPER F RANGE LT      APPROX. 2.5 KM 3583940.9 |
 SC1481|---------------------------------------------------------------------|
 SC1481
 SC1481                          SUPERSEDED SURVEY CONTROL
 SC1481
 SC1481  NAD 83(1986)-  46 02 43.07056(N)    122 53 04.98553(W) AD(       ) 3
 SC1481  NAD 27      -  46 02 43.66016(N)    122 53 00.59577(W) AD(       ) 3
 SC1481
 SC1481.Superseded values are not recommended for survey control.
 SC1481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1481.See file dsdata.txt to determine how the superseded data were derived.
 SC1481
 SC1481_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER0891999086(NAD 83)
 SC1481
 SC1481  HISTORY     - Date     Condition        Report By
 SC1481  HISTORY     - 1873     MONUMENTED       CGS
 SC1481  HISTORY     - 1913     SEE DESCRIPTION  CGS
 SC1481  HISTORY     - 1937     SEE DESCRIPTION  CGS
 SC1481  HISTORY     - 1951     SEE DESCRIPTION  CGS
 SC1481
 SC1481                          STATION DESCRIPTION
 SC1481
 SC1481'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 SC1481'STATION IS ABOUT 1/2 MILE UP THE RIVER FROM PRESCOTT, ON A
 SC1481'ROCKY POINT APPROXIMATELY 50 FEET ABOVE LOW WATER.  THE STATION
 SC1481'IS MARKED BY A STONE SUNK IN THE GROUND, THE TOP BEING FLUSH WITH
 SC1481'THE SURFACE.  THERE IS A HOLE DRILLED IN THE STONE, FILLED WITH
 SC1481'LEAD AND MARKED WITH CROSS LINES.  THE REFERENCE MARK IS MARKED
 SC1481'BY A STANDARD DISK SET IN AN IRREGULAR PIER OF CONCRETE, THE
 SC1481'TOP OF WHICH IS SPHERICAL IN SHAPE AND PROJECTS 6 TO 8 INCHES
 SC1481'ABOVE THE SURFACE OF THE GROUND.  THERE IS A BLAZE WITH COPPER
 SC1481'TACKS ON A FIR TREE DISTANT 35 METERS IN AZIMUTH 34 DEG 07
 SC1481'MIN 36 SEC.
 SC1481
 SC1481                          STATION RECOVERY (1937)
 SC1481
 SC1481'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (RWK)
 SC1481'STATION RECOVERED AS DESCRIBED EXCEPT THAT THE CROSS IN THE LEAD
 SC1481'PLUG COULD NOT BE DISTINGUISHED.
 SC1481'
 SC1481'ABOUT 500 METERS S OF THE SOUTHERN LIMITS OF THE CLARK AND
 SC1481'WILSON LUMBER COMPANY PROPERTIES AT PRESCOTT, ON THE NORTHERN
 SC1481'PORTION OF A PROMINENT ROCKY POINT.
 SC1481'
 SC1481'THE STATION MARK IS A STONE SUNK IN THE GROUND, THE TOP BEING
 SC1481'ABOUT 6 INCHES BELOW THE SURFACE OF THE GROUND AND CONTAINING A
 SC1481'DRILL HOLE FILLED WITH LEAD.
 SC1481'
 SC1481'AN ECCENTRIC SUBSURFACE MARK WAS ESTABLISHED, A STANDARD DISK
 SC1481'STAMPED CARR 2 1937, CEMENTED INTO BEDROCK, ABOUT 1 FOOT BELOW
 SC1481'THE SURFACE OF THE GROUND.
 SC1481'
 SC1481'TWO REFERENCE MARKS, STANDARD BRONZE DISKS IN OUTCROPPING
 SC1481'BEDROCK, AS DESCRIBED IN NOTE 12A, WERE ESTABLISHED.
 SC1481
 SC1481                          STATION RECOVERY (1951)
 SC1481
 SC1481'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HGC)
 SC1481'STATION AND REFERENCE MARKS FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1353 ***********************************************************************
 SC1353  DESIGNATION -  CARROLLS DIKE LIGHT DOLPHIN
 SC1353  PID         -  SC1353
 SC1353  STATE/COUNTY-  OR/COLUMBIA
 SC1353  USGS QUAD   -  KALAMA (1990)
 SC1353
 SC1353                         *CURRENT SURVEY CONTROL
 SC1353  ___________________________________________________________________
 SC1353* NAD 83(1991)-  46 03 19.84165(N)    122 52 30.00410(W)     ADJUSTED  
 SC1353* NAVD 88     -              **(meters)            **(feet)            
 SC1353  ___________________________________________________________________
 SC1353  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 SC1353  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 SC1353  HORZ ORDER  -  THIRD
 SC1353
 SC1353.The horizontal coordinates were established by classical geodetic methods
 SC1353.and adjusted by the National Geodetic Survey in December 1991.
 SC1353
 SC1353
 SC1353.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1353
 SC1353.The geoid height was determined by GEOID03.
 SC1353
 SC1353;                    North         East     Units Scale Factor Converg.
 SC1353;SPC OR N     -   268,166.274 2,316,232.433   MT  1.00001459   -1 41 03.5
 SC1353;SPC OR N     -   879,810.61  7,599,187.77   iFT  1.00001459   -1 41 03.5
 SC1353;SPC WA S     -    83,036.707   316,244.310   MT  0.99995704   -1 43 30.7
 SC1353;SPC WA S     -   272,429.60  1,037,544.87   sFT  0.99995704   -1 43 30.7
 SC1353;UTM  10      - 5,100,222.832   509,669.267   MT  0.99960115   +0 05 24.0
 SC1353
 SC1353                          SUPERSEDED SURVEY CONTROL
 SC1353
 SC1353  NAD 83(1991)-  46 03 19.84165(N)    122 52 30.00411(W) AD(       ) 4
 SC1353  NAD 83(1986)-  46 03 19.85760(N)    122 52 29.99939(W) AD(       ) 4
 SC1353  NAD 27      -  46 03 20.44764(N)    122 52 25.60956(W) AD(       ) 3
 SC1353
 SC1353.Superseded values are not recommended for survey control.
 SC1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1353.See file dsdata.txt to determine how the superseded data were derived.
 SC1353
 SC1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES0966900223(NAD 83)
 SC1353
 SC1353  HISTORY     - Date     Condition        Report By
 SC1353  HISTORY     - 1937     MONUMENTED       CGS
 SC1353
 SC1353                          STATION DESCRIPTION
 SC1353
 SC1353'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (RWK)
 SC1353'THIS STATION IS ONE OF THE CENTERS OF HIGHER PILES RISING FROM
 SC1353'THE MIDDLE OF 7-PILE DOLPHINS.  THE OIL LANTERNS ARE SUSPENDED
 SC1353'TOWARDS THE CHANNELS (GENERALLY) BY MEANS OF SHORT ARMS, AND ARE
 SC1353'THEREFORE ECCENTRIC WITH RESPECT TO STATIONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1208 ***********************************************************************
 OA1208  DESIGNATION -  CARSON TREE
 OA1208  PID         -  OA1208
 OA1208  STATE/COUNTY-  OR/DOUGLAS
 OA1208  USGS QUAD   -  WINCHESTER BAY (1985)
 OA1208
 OA1208                         *CURRENT SURVEY CONTROL
 OA1208  ___________________________________________________________________
 OA1208* NAD 83(1991)-  43 44 51.80335(N)    124 10 14.63717(W)     ADJUSTED  
 OA1208* NAVD 88     -              **(meters)            **(feet)            
 OA1208  ___________________________________________________________________
 OA1208  LAPLACE CORR-          14.79  (seconds)                    DEFLEC99
 OA1208  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 OA1208  HORZ ORDER  -  THIRD
 OA1208
 OA1208.The horizontal coordinates were established by classical geodetic methods
 OA1208.and adjusted by the National Geodetic Survey in October 1991.
 OA1208
 OA1208
 OA1208.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1208
 OA1208.The geoid height was determined by GEOID03.
 OA1208
 OA1208;                    North         East     Units Scale Factor Converg.
 OA1208;SPC OR S     -   237,652.192 1,204,450.608   MT  0.99994567   -2 30 40.8
 OA1208;SPC OR S     -   779,698.79  3,951,609.61   iFT  0.99994567   -2 30 40.8
 OA1208;UTM  10      - 4,844,519.581   405,740.463   MT  0.99970928   -0 48 34.6
 OA1208
 OA1208                          SUPERSEDED SURVEY CONTROL
 OA1208
 OA1208  NAD 83(1986)-  43 44 51.80595(N)    124 10 14.68688(W) AD(       ) 4
 OA1208  NAD 27      -  43 44 52.27100(N)    124 10 10.19300(W) AD(       ) 3
 OA1208
 OA1208.Superseded values are not recommended for survey control.
 OA1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1208.See file dsdata.txt to determine how the superseded data were derived.
 OA1208
 OA1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP0574044520(NAD 83)
 OA1208
 OA1208  HISTORY     - Date     Condition        Report By
 OA1208  HISTORY     - 1885     MONUMENTED       CGS
 OA1208  HISTORY     - 1948     SEE DESCRIPTION  CGS
 OA1208
 OA1208                          STATION DESCRIPTION
 OA1208
 OA1208'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RAE)
 OA1208'SINCE NO DESCRIPTION OF THE STATION WAS AVAILABLE, A THOROUGH
 OA1208'SEARCH OF THE AREA INDICATED BY ITS GEOGRAPHIC POSITION WAS
 OA1208'MADE.  AS NO MARKED TREE COULD BE FOUND, THE STATION SHOULD BE
 OA1208'CLASSIFIED AS LOST AND ALL REFERENCE TO IT SHOULD BE DELETED FROM
 OA1208'ALL RECORDS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2480 ***********************************************************************
 RD2480  DESIGNATION -  CARUS
 RD2480  PID         -  RD2480
 RD2480  STATE/COUNTY-  OR/CLACKAMAS
 RD2480  USGS QUAD   -  OREGON CITY (1985)
 RD2480
 RD2480                         *CURRENT SURVEY CONTROL
 RD2480  ___________________________________________________________________
 RD2480* NAD 83(1991)-  45 15 13.73771(N)    122 34 37.25218(W)     ADJUSTED  
 RD2480* NAVD 88     -       201.2    (meters)     660.     (feet)  VERTCON   
 RD2480  ___________________________________________________________________
 RD2480  LAPLACE CORR-           2.42  (seconds)                    DEFLEC99
 RD2480  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 RD2480  HORZ ORDER  -  FIRST
 RD2480
 RD2480.The horizontal coordinates were established by classical geodetic methods
 RD2480.and adjusted by the National Geodetic Survey in October 1991.
 RD2480
 RD2480.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD2480.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD2480
 RD2480.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2480
 RD2480.The geoid height was determined by GEOID03.
 RD2480
 RD2480;                    North         East     Units Scale Factor Converg.
 RD2480;SPC OR N     -   178,461.777 2,336,993.596   MT  0.99989568   -1 28 22.8
 RD2480;SPC OR N     -   585,504.52  7,667,301.82   iFT  0.99989568   -1 28 22.8
 RD2480;UTM  10      - 5,011,233.787   533,190.209   MT  0.99961354   +0 18 01.5
 RD2480
 RD2480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2480!SPC OR N     -   0.99997205  x   0.99989568  =   0.99986773
 RD2480!UTM  10      -   0.99997205  x   0.99961354  =   0.99958560
 RD2480
 RD2480:                Primary Azimuth Mark                     Grid Az
 RD2480:SPC OR N     -  CARUS AZ MK                              017 22 38.5
 RD2480:UTM  10      -  CARUS AZ MK                              015 36 14.2
 RD2480
 RD2480|---------------------------------------------------------------------|
 RD2480| PID    Reference Object                     Distance      Geod. Az  |
 RD2480|                                                           dddmmss.s |
 RD2480| CE2389 CARUS AZ MK                                        0155415.7 |
 RD2480| RD2487 CARUS RM 1 RESET                    112.750 METERS 08727     |
 RD2480| CE2390 CARUS RM 1                          112.898 METERS 08728     |
 RD2480| RD2485 JAX                                 128.504 METERS 08734     |
 RD2480| RD2486 CARUS RM 2                          120.060 METERS 21306     |
 RD2480| RD2518 PORTLAND SAN FRANCISCO BCN 56       APPROX.13.5 KM 3170028.8 |
 RD2480| RD2496 OREGON CITY MUN TANK                APPROX.10.1 KM 3510226.1 |
 RD2480|---------------------------------------------------------------------|
 RD2480
 RD2480                          SUPERSEDED SURVEY CONTROL
 RD2480
 RD2480  NAD 83(1986)-  45 15 13.75777(N)    122 34 37.26183(W) AD(       ) 1
 RD2480  NAD 27      -  45 15 14.31853(N)    122 34 32.94162(W) AD(       ) 1
 RD2480  NGVD 29 (07/19/86)  200.1    (m)          656.     (f) VERT ANG    3  
 RD2480
 RD2480.Superseded values are not recommended for survey control.
 RD2480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2480.See file dsdata.txt to determine how the superseded data were derived.
 RD2480
 RD2480_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER3319011234(NAD 83)
 RD2480_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RD2480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD2480
 RD2480  HISTORY     - Date     Condition        Report By
 RD2480  HISTORY     - 1941     MONUMENTED       CGS
 RD2480  HISTORY     - 1946     SEE DESCRIPTION  CGS
 RD2480  HISTORY     - 1972     SEE DESCRIPTION  NGS
 RD2480  HISTORY     - 1988     GOOD             USPSQD
 RD2480
 RD2480                          STATION DESCRIPTION
 RD2480
 RD2480'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (ANS)
 RD2480'THE STATION IS ON THE HIGHEST POINT OF A HIGH RIDGE THAT EXTENDS
 RD2480'WESTWARD FROM HIGHLAND BUTTE, ABOUT 1.3 MILES SOUTH OF CARUS.  IT
 RD2480'IS IN A CULTIVATED FIELD LYING BETWEEN STATE HIGHWAY 215 AND AN
 RD2480'OLD ROAD THAT PASSES OVER THE TOP OF THE RIDGE.
 RD2480'
 RD2480'THE AZIMUTH MARK IS AT CARUS CROSSROADS, ABOUT 1.3 MILES NORTH
 RD2480'OF THE STATION, ON THE EAST SIDE OF STATE HIGHWAY 215 AND
 RD2480'ON THE NORTHEAST CORNER OF GRAVEL CROSS ROAD.  IT IS 24 FEET EAST
 RD2480'OF THE CENTERLINE OF THE MAIN HIGHWAY, 31 FEET NORTH OF THE
 RD2480'CENTERLINE OF THE GRAVEL ROAD, AND ABOUT 130 FEET NORTHEAST OF
 RD2480'THE CARUS SCHOOLHOUSE.  IT IS 3.5 FEET NORTH-NORTHWEST OF A
 RD2480'HIGHWAY SIGNPOST, AND 2.1 FEET SOUTH OF A WHITE WITNESS POST.
 RD2480'IT PROJECTS 3 INCHES AND IS STAMPED CARUS 1940.  NOTE 11A.
 RD2480'
 RD2480'TO REACH THE STATION FROM CARUS, PROCEED SOUTH ON STATE HIGHWAY
 RD2480'215 ABOUT 1.9 MILES TO A FORK, KEEP LEFT, STRAIGHT AHEAD, ON THE
 RD2480'GRAVEL ROAD TO THE SOUTH END OF THE CUT THROUGH TOP OF RIDGE,
 RD2480'TURN RIGHT INTO FIELD AND GO ABOUT 150 YARDS NORTHWEST TO THE
 RD2480'HIGHEST POINT AND STATION.  THE STATION IS ABOUT 150 YARDS WEST
 RD2480'OF THE GRAVEL ROAD, ON THE HIGHEST PART OF THE RIDGE, AND ABOUT
 RD2480'130 YARDS NORTH OF THE EAST-WEST FENCE LINE.  THE STATION MARK
 RD2480'IS A STANDARD DISK, DEPRESSED 14 INCHES, AND STAMPED CARUS
 RD2480'1940.  NOTES 1A AND 7A.
 RD2480'
 RD2480'REFERENCE MARK NO.1 IS ON THE EAST EDGE OF THE FIELD, AT THE
 RD2480'TOP OF THE RIDGE, 40 FEET WEST OF THE CENTERLINE OF THE GRAVEL
 RD2480'ROAD, 2.2 FEET SOUTH OF A WHITE WITNESS POST, AND APPROXIMATELY
 RD2480'OPPOSITE A YELLOW FARMHOUSE ON THE EAST SIDE OF THE ROAD.  IT
 RD2480'PROJECTS 3 INCHES AND IS STAMPED CARUS NO 1 1940.  NOTE 11A.
 RD2480'
 RD2480'REFERENCE MARK NO.2 IS ON THE SOUTH SIDE OF THE FIELD, 1 FOOT
 RD2480'NORTH OF THE EAST-WEST FENCE LINE AND ABOUT 175 YARDS WEST OF THE
 RD2480'GRAVEL ROAD.  IT PROJECTS 5 INCHES AND IS STAMPED CARUS NO 2
 RD2480'1940.  NOTE 11A.
 RD2480'
 RD2480'HEIGHT OF LIGHT ABOVE STATION MARK 23.5 METERS.
 RD2480
 RD2480                          STATION RECOVERY (1946)
 RD2480
 RD2480'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CAG)
 RD2480'THE STATION AND MARKS WERE RECOVERED IN GOOD CONDITION.  A NEW
 RD2480'DESCRIPTION FOLLOWS--
 RD2480'
 RD2480'ABOUT 1.3 MILES S OF CARUS, ABOUT 150 YARDS W OF A N-S GRADED
 RD2480'ROAD, AND ABOUT 130 YARDS N OF AN E-W WIRE FENCE.  IT IS ON
 RD2480'THE HIGHEST POINT OF THE HIGH RIDGE THAT EXTENDS W FROM HIGHLAND
 RD2480'BUTTE.
 RD2480'
 RD2480'TO REACH FROM CARUS, GO S ON STATE HIGHWAY 215 FOR 0.9 MILE,
 RD2480'CONTINUE STRAIGHT AHEAD ONTO A GRADED ROAD, AND GO S FOR 0.4 MILE
 RD2480'TO THE TOP OF THE GRADE.  TURN RIGHT INTO A FIELD AND GO NW FOR
 RD2480'ABOUT 150 YARDS TO THE STATION.
 RD2480'
 RD2480'THE STATION MARK IS A BRONZE DISK, UNSTAMPED, SET IN A MASS
 RD2480'OF CONCRETE ABOUT 15 INCHES BELOW THE SURFACE OF THE SOIL.
 RD2480'
 RD2480'REFERENCE MARK 1 IS A BRONZE DISK, STAMPED CARUS NO 1 1940,
 RD2480'SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS ABOUT 2
 RD2480'INCHES, AND IS ABOUT 7 FEET LOWER THAN THE STATION.  IT IS 40 FEET
 RD2480'W OF THE CENTER OF A GRADED ROAD AND 2.2 FEET S OF A WHITE POST.
 RD2480'
 RD2480'REFERENCE MARK 2 IS A BRONZE DISK, STAMPED CARUS NO 2 1940,
 RD2480'SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 5 INCHES,
 RD2480'AND IS ABOUT 8 FEET LOWER THAN THE STATION.  IT IS ABOUT 175 YARDS
 RD2480'W OF A GRADED ROAD, ON THE S SIDE OF A CULTIVATED FIELD, AND 1
 RD2480'FOOT N OF AN E-W WIRE FENCE.
 RD2480'
 RD2480'THE AZIMUTH MARK IS A BRONZE DISK, STAMPED CARUS 1940, SET IN THE
 RD2480'TOP OF A SQUARE CONCRETE POST THAT PROJECTS ABOUT 3 INCHES.  IT
 RD2480'IS ABOUT 1.3 MILES N OF THE STATION, ABOUT 130 FEET NE OF THE
 RD2480'CARUS SCHOOLHOUSE, 31 FEET N OF A PAVED ROAD, 24 FEET E OF THE
 RD2480'CENTER LINE OF STATE HIGHWAY 215, 3.5 FEET NNW OF A HIGHWAY
 RD2480'SIGNPOST, AND 2.1 FEET S OF A WHITE WITNESS POST.
 RD2480'
 RD2480'JAX (U.S.E.) IS A U.S. ENGINEER (PORTLAND) BRONZE DISK, STAMPED
 RD2480'JAX 1945 ELEV 645, SET IN THE TOP OF A SQUARE CONCRETE POST THAT
 RD2480'PROJECTS ABOUT 3 INCHES, AND IS ABOUT 20 FEET LOWER THAN THE
 RD2480'STATION.  IT IS AT THE BOTTOM OF A HIGHWAY CUT, 11 FEET E OF
 RD2480'THE CENTER OF A GRADED ROAD, AND 9.3 FEET N OF THE WOODEN STEPS
 RD2480'WHICH LEAD UP THE CUT BANK TO AN OLD HOUSE.
 RD2480
 RD2480                          STATION RECOVERY (1972)
 RD2480
 RD2480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LDF)
 RD2480'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 RD2480'RECOVERED.  JAX (USE) 1941 WAS SEARCHED FOR AND NOT FOUND.  IT
 RD2480'APPEARS THAT WHEN THE ROAD WAS WIDENED THE MARK WAS
 RD2480'DESTROYED.  REFERENCE MARK 1 WAS LOWERED BY THE PROPERTY OWNER
 RD2480'BUT WAS STILL IN ITS ORIGINAL POSITION.  A DIFFERENCE IN
 RD2480'DIRECTION OF APPROXIMATELY 4 MINUTES WAS NOTED TO THE AZIMUTH
 RD2480'MARK, HOWEVER THE MARK APPEARS TO BE TILTED AND COULD HAVE BEEN
 RD2480'HIT BY MACHINERY.  THERE WERE TWO SETS OF OBSERVATIONS
 RD2480'TAKEN ON THE AZIMUTH MARK ON TWO SEPARATE NIGHTS TO CONFIRM
 RD2480'THIS DIFFERENCE IN DIRECTION.  FOLLOWING IS A COMPLETE NEW
 RD2480'DESCRIPTION.
 RD2480'
 RD2480'THE STATION IS ABOUT 7-1/2 MILES SOUTH OF OREGON CITY, 2-1/2 MILES
 RD2480'NORTH OF MULINO, 1-1/4 MILES SOUTH OF CARUS AND ON THE PROPERTY OF
 RD2480'CHARLES LUCHTERHAND WHO LIVES JUST NORTH OF THE STATION.  IT IS IN
 RD2480'NW 1/4 SECTION 4, R 2 E, T 4 S.
 RD2480'
 RD2480'TO REACH THE STATION FROM THE POST OFFICE IN MULINO, GO EAST FOR
 RD2480'0.05 MILE TO STATE HIGHWAY 213, TURN LEFT AND GO NORTH ON HIGHWAY
 RD2480'213 FOR 1.85 MILES TO A CROSSROAD AT SCHOENBORN RD.  TURN RIGHT AND
 RD2480'GO EAST ON SCHOENBORN RD FOR 0.3 MILE TO A CROSSROAD AT SIGN
 RD2480'OREGON CITY 8.  TURN LEFT AND GO NORTH ON PAVED ROAD FOR 0.75
 RD2480'MILE TO A DRIVEWAY ON THE LEFT, TURN LEFT AND GO WEST UP DRIVEWAY
 RD2480'FOR 0.05 MILE TO THE RESIDENCE OF CHARLES LUCHTERHAND.  PASS
 RD2480'THROUGH A BOARD GATE AT THE SOUTH SIDE OF HOUSE AND GO
 RD2480'SOUTHWESTERLY THROUGH PASTURE FOR 0.1 MILE TO THE STATION.
 RD2480'
 RD2480'STATION MARK IS A STANDARD DISK, STAMPED CARUS 1940, SET IN THE
 RD2480'TOP OF AN IRREGULAR MASS OF CONCRETE THAT IS ABOUT 12 INCHES BELOW
 RD2480'THE GROUND SURFACE.  IT IS 381 FEET WEST OF A NORTH-SOUTH FENCE
 RD2480'LINE, 400 FEET NORTH OF AN EAST-WEST FENCE LINE AND 410 FEET WEST
 RD2480'OF THE APPROXIMATE CENTER OF A PAVED ROAD.  (NOTE 1A 6B).
 RD2480'
 RD2480'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CARUS NO 1 1940,
 RD2480'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT IS 6
 RD2480'INCHES BELOW THE GROUND SURFACE.  IT IS 40 FEET WEST OF THE
 RD2480'APPROXIMATE CENTER OF THE PAVED ROAD, 25 FEET SOUTHWEST OF
 RD2480'A POWER LINE POLE NUMBER 356 AND 11 FEET WEST OF THE NORTH-SOUTH
 RD2480'FENCE LINE.  (NOTE.  11A).
 RD2480'
 RD2480'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CARUS NO 2 1940, SET
 RD2480'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 RD2480'4 INCHES.  IT IS 78 FEET WEST OF A POST BRACE IN FENCE LINE AND 6
 RD2480'INCHES NORTH OF THE EAST-WEST FENCE LINE.  (NOTE.  11A)
 RD2480'
 RD2480'AZIMUTH MARK IS A STANDARD DISK, STAMPED CARUS 1940, SET IN THE
 RD2480'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4
 RD2480'INCHES.  IT IS 78 FEET WEST OF A POST BRACE IN FENCE LINE AND 6
 RD2480'INCHES NORTH OF THE EAST-WEST FENCE LINE.  (NOTE.  11A)
 RD2480'
 RD2480'AZIMUTH MARK IS A STANDARD DISK, STAMPED CARUS 1940, SET IN THE
 RD2480'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 10 INCHES
 RD2480'ABOVE THE GROUND.  IT IS 33.0 FEET NORTH OF THE APPROXIMATE
 RD2480'CENTER OF AN EAST-WEST PAVED ROAD, 29.7 FEET EAST OF THE
 RD2480'APPROXIMATE CENTER OF STATE HIGHWAY 213, 3 FEET SOUTH OF A
 RD2480'TELEPHONE LINE POLE NUMBER 23-15 AND 1 FOOT EAST OF A METAL
 RD2480'WITNESS POST.  (NOTE.  16A).
 RD2480'
 RD2480'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RD2480'1-1/4 MILES SOUTH OF CARUS.
 RD2480
 RD2480                          STATION RECOVERY (1988)
 RD2480
 RD2480'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWE)
 RD2480'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2487 ***********************************************************************
 RD2487  DESIGNATION -  CARUS RM 1 RESET
 RD2487  PID         -  RD2487
 RD2487  STATE/COUNTY-  OR/CLACKAMAS
 RD2487  USGS QUAD   -  OREGON CITY (1985)
 RD2487
 RD2487                         *CURRENT SURVEY CONTROL
 RD2487  ___________________________________________________________________
 RD2487* NAD 83(1991)-  45 15 13.90033(N)    122 34 32.08648(W)     ADJUSTED  
 RD2487* NAVD 88     -       201.     (meters)     659.     (feet)  VERTCON   
 RD2487  ___________________________________________________________________
 RD2487  LAPLACE CORR-           2.37  (seconds)                    DEFLEC99
 RD2487  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 RD2487  HORZ ORDER  -  SECOND
 RD2487
 RD2487.The horizontal coordinates were established by classical geodetic methods
 RD2487.and adjusted by the National Geodetic Survey in October 1991.
 RD2487
 RD2487.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD2487.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD2487
 RD2487.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2487
 RD2487.The geoid height was determined by GEOID03.
 RD2487
 RD2487;                    North         East     Units Scale Factor Converg.
 RD2487;SPC OR N     -   178,463.901 2,337,106.314   MT  0.99989568   -1 28 19.1
 RD2487;SPC OR N     -   585,511.49  7,667,671.63   iFT  0.99989568   -1 28 19.1
 RD2487;UTM  10      - 5,011,239.396   533,302.776   MT  0.99961364   +0 18 05.2
 RD2487
 RD2487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2487!SPC OR N     -   0.99997206  x   0.99989568  =   0.99986775
 RD2487!UTM  10      -   0.99997206  x   0.99961364  =   0.99958571
 RD2487
 RD2487                          SUPERSEDED SURVEY CONTROL
 RD2487
 RD2487  NAD 83(1986)-  45 15 13.92039(N)    122 34 32.09630(W) AD(       ) 2
 RD2487  NAD 27      -  45 15 14.48114(N)    122 34 27.77545(W) AD(       ) 2
 RD2487  NGVD 29 (07/19/86)  200.     (m)          656.     (f) VERT ANG    3  
 RD2487
 RD2487.Superseded values are not recommended for survey control.
 RD2487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2487.See file dsdata.txt to determine how the superseded data were derived.
 RD2487
 RD2487_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER3330311239(NAD 83)
 RD2487
 RD2487  HISTORY     - Date     Condition        Report By
 RD2487  HISTORY     - 1972     MONUMENTED       NGS
 RD2487
 RD2487                          STATION DESCRIPTION
 RD2487
 RD2487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 RD2487'SEE STATION CARUS
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2486 ***********************************************************************
 RD2486  DESIGNATION -  CARUS RM 2
 RD2486  PID         -  RD2486
 RD2486  STATE/COUNTY-  OR/CLACKAMAS
 RD2486  USGS QUAD   -  OREGON CITY (1985)
 RD2486
 RD2486                         *CURRENT SURVEY CONTROL
 RD2486  ___________________________________________________________________
 RD2486* NAD 83(1991)-  45 15 10.47976(N)    122 34 40.25899(W)     ADJUSTED  
 RD2486* NAVD 88     -       198.     (meters)     650.     (feet)  VERTCON   
 RD2486  ___________________________________________________________________
 RD2486  LAPLACE CORR-           2.45  (seconds)                    DEFLEC99
 RD2486  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 RD2486  HORZ ORDER  -  SECOND
 RD2486
 RD2486.The horizontal coordinates were established by classical geodetic methods
 RD2486.and adjusted by the National Geodetic Survey in October 1991.
 RD2486
 RD2486.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD2486.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD2486
 RD2486.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2486
 RD2486.The geoid height was determined by GEOID03.
 RD2486
 RD2486;                    North         East     Units Scale Factor Converg.
 RD2486;SPC OR N     -   178,362.929 2,336,925.475   MT  0.99989566   -1 28 24.9
 RD2486;SPC OR N     -   585,180.21  7,667,078.33   iFT  0.99989566   -1 28 24.9
 RD2486;UTM  10      - 5,011,132.907   533,125.198   MT  0.99961349   +0 17 59.4
 RD2486
 RD2486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2486!SPC OR N     -   0.99997253  x   0.99989566  =   0.99986820
 RD2486!UTM  10      -   0.99997253  x   0.99961349  =   0.99958604
 RD2486
 RD2486                          SUPERSEDED SURVEY CONTROL
 RD2486
 RD2486  NAD 83(1986)-  45 15 10.49961(N)    122 34 40.26887(W) AD(       ) 2
 RD2486  NAD 27      -  45 15 11.06139(N)    122 34 35.94766(W) AD(       ) 2
 RD2486  NGVD 29 (07/19/86)  197.     (m)          646.     (f) VERT ANG    3  
 RD2486
 RD2486.Superseded values are not recommended for survey control.
 RD2486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2486.See file dsdata.txt to determine how the superseded data were derived.
 RD2486
 RD2486_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER3312511133(NAD 83)
 RD2486
 RD2486  HISTORY     - Date     Condition        Report By
 RD2486  HISTORY     - 1972     MONUMENTED       NGS
 RD2486  HISTORY     - 1988     GOOD             USPSQD
 RD2486
 RD2486                          STATION DESCRIPTION
 RD2486
 RD2486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 RD2486'SEE STATION CARUS
 RD2486
 RD2486                          STATION RECOVERY (1988)
 RD2486
 RD2486'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWE)
 RD2486'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2012 ***********************************************************************
 RC2012  DESIGNATION -  CAS
 RC2012  PID         -  RC2012
 RC2012  STATE/COUNTY-  OR/HOOD RIVER
 RC2012  USGS QUAD   -  BONNEVILLE DAM (1994)
 RC2012
 RC2012                         *CURRENT SURVEY CONTROL
 RC2012  ___________________________________________________________________
 RC2012* NAD 83(2007)-  45 40 20.31754(N)    121 52 36.28740(W)     ADJUSTED  
 RC2012* NAVD 88     -        66.0    (meters)     217.     (feet)  VERTCON   
 RC2012  ___________________________________________________________________
 RC2012  EPOCH DATE  -        2007.00
 RC2012  X           -  -2,357,662.962 (meters)                     COMP
 RC2012  Y           -  -3,791,172.747 (meters)                     COMP
 RC2012  Z           -   4,539,903.304 (meters)                     COMP
 RC2012  LAPLACE CORR-           7.68  (seconds)                    DEFLEC99
 RC2012  ELLIP HEIGHT-          43.962 (meters)          (02/10/07) ADJUSTED
 RC2012  GEOID HEIGHT-         -21.72  (meters)                     GEOID03
 RC2012
 RC2012  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 RC2012  Type    PID    Designation                      North   East  Ellip
 RC2012  -------------------------------------------------------------------
 RC2012  NETWORK RC2012 CAS                               6.82   5.63  23.46
 RC2012  -------------------------------------------------------------------
 RC2012
 RC2012.The horizontal coordinates were established by GPS observations
 RC2012.and adjusted by the National Geodetic Survey in February 2007.
 RC2012
 RC2012.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 RC2012.See www.ngs.noaa.gov/NationalReadjustment for more information.
 RC2012.The horizontal coordinates are valid at the epoch date displayed above.
 RC2012.The epoch date for horizontal control is a decimal equivalence
 RC2012.of Year/Month/Day.
 RC2012
 RC2012.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC2012.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC2012
 RC2012.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RC2012
 RC2012.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2012
 RC2012.The ellipsoidal height was determined by GPS observations
 RC2012.and is referenced to NAD 83.
 RC2012
 RC2012.The geoid height was determined by GEOID03.
 RC2012
 RC2012;                    North         East     Units Scale Factor Converg.
 RC2012;SPC OR N     -   223,787.908 2,392,737.224   MT  0.99993319   -0 58 34.9
 RC2012;SPC OR N     -   734,212.30  7,850,187.74   iFT  0.99993319   -0 58 34.9
 RC2012;SPC WA S     -    38,614.175   392,725.981   MT  1.00004038   -1 00 00.2
 RC2012;SPC WA S     -   126,686.67  1,288,468.49   sFT  1.00004038   -1 00 00.2
 RC2012;UTM  10      - 5,058,253.494   587,488.003   MT  0.99969410   +0 48 12.9
 RC2012
 RC2012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2012!SPC OR N     -   0.99999311  x   0.99993319  =   0.99992630
 RC2012!SPC WA S     -   0.99999311  x   1.00004038  =   1.00003349
 RC2012!UTM  10      -   0.99999311  x   0.99969410  =   0.99968721
 RC2012
 RC2012                          SUPERSEDED SURVEY CONTROL
 RC2012
 RC2012  NAD 83(1998)-  45 40 20.31588(N)    121 52 36.28673(W) AD(       ) 2
 RC2012  ELLIP H (07/18/02)   43.948  (m)                       GP(       ) 4 1
 RC2012  NAD 83(1991)-  45 40 20.31394(N)    121 52 36.28673(W) AD(       ) 2
 RC2012  ELLIP H (10/15/91)   44.075  (m)                       GP(       ) 4 1
 RC2012  NAD 83(1986)-  45 40 20.32814(N)    121 52 36.29217(W) AD(       ) 2
 RC2012  NGVD 29 (09/20/88)   65.0    (m)          213.     (f) GPS OBS     3  
 RC2012
 RC2012.Superseded values are not recommended for survey control.
 RC2012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2012.See file dsdata.txt to determine how the superseded data were derived.
 RC2012
 RC2012_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER8748858253(NAD 83)
 RC2012_MARKER: DH = HORIZONTAL CONTROL DISK
 RC2012_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RC2012_SP_SET: TOP OF METAL PIPE IN CONCRETE
 RC2012_MAGNETIC: P = MARKER IS A STEEL PIPE
 RC2012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC2012+STABILITY: SURFACE MOTION
 RC2012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RC2012+SATELLITE: SATELLITE OBSERVATIONS - January 06, 1988
 RC2012
 RC2012  HISTORY     - Date     Condition        Report By
 RC2012  HISTORY     - 1987     MONUMENTED       ORHD
 RC2012  HISTORY     - 1987     GOOD             USPSQD
 RC2012  HISTORY     - 19880106 GOOD
 RC2012
 RC2012                          STATION DESCRIPTION
 RC2012
 RC2012'DESCRIBED BY OREGON HIGHWAY DEPARTMENT 1987 (LLR)
 RC2012'THE STATION IS LOCATED ABOUT 1.6 KM (1 MILE) SOUTH OF CASCADE LOCKS.
 RC2012'
 RC2012'TO REACH THE STATION FROM THE REST STOP AT MULTNOMAH FALLS GO
 RC2012'EASTERLY ON I-84 FOR 21.6 KM (13.5 MILES) TO THE MARK IN THE MEDIAN
 RC2012'STRIP ON THE LEFT.
 RC2012'
 RC2012'THE STATION IS AN ORHD DISK STAMPED---CAS 1987---, BRAZED TO THE
 RC2012'TOP OF A METAL PIPE THAT PROJECTS 10 CENTIMETERS ABOVE THE GROUND.
 RC2012'IT IS 8.5 METERS (28 FEET) WSW OF THE NORTHWEST CORNER OF BRIDGE ON
 RC2012'EAST BOUND LANES, 5.6 METERS (18.5 FEET) SOUTH OF THE SOUTHWEST
 RC2012'CORNER OF BRIDGE ON WEST BOUND LANES, 2.4 METERS (8.0 FEET) NORTH
 RC2012'OF A GUARD RAIL AND 0.91 METERS (3.0 FEET) NORTH OF A WITNESS POST.
 RC2012
 RC2012                          STATION RECOVERY (1987)
 RC2012
 RC2012'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWE)
 RC2012'RECOVERED IN GOOD CONDITION.
 RC2012
 RC2012                          STATION RECOVERY (1988)
 RC2012
 RC2012'RECOVERED 1988
 RC2012'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2394 ***********************************************************************
 RC2394  DESIGNATION -  CASCADE
 RC2394  PID         -  RC2394
 RC2394  STATE/COUNTY-  OR/HOOD RIVER
 RC2394  USGS QUAD   -  BONNEVILLE DAM (1994)
 RC2394
 RC2394                         *CURRENT SURVEY CONTROL
 RC2394  ___________________________________________________________________
 RC2394* NAD 83(1991)-  45 39 32.90379(N)    121 53 04.46063(W)     ADJUSTED  
 RC2394* NAVD 88     -       281.     (meters)     922.     (feet)  SCALED    
 RC2394  ___________________________________________________________________
 RC2394  LAPLACE CORR-          10.44  (seconds)                    DEFLEC99
 RC2394  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 RC2394  HORZ ORDER  -  THIRD
 RC2394
 RC2394.The horizontal coordinates were established by classical geodetic methods
 RC2394.and adjusted by the National Geodetic Survey in October 1991.
 RC2394
 RC2394.The orthometric height was scaled from a topographic map.
 RC2394
 RC2394.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2394
 RC2394.The geoid height was determined by GEOID03.
 RC2394
 RC2394;                    North         East     Units Scale Factor Converg.
 RC2394;SPC OR N     -   222,334.811 2,392,102.482   MT  0.99993120   -0 58 54.9
 RC2394;SPC OR N     -   729,444.92  7,848,105.26   iFT  0.99993120   -0 58 54.9
 RC2394;SPC WA S     -    37,161.181   392,090.566   MT  1.00004403   -1 00 20.7
 RC2394;SPC WA S     -   121,919.64  1,286,383.80   sFT  1.00004403   -1 00 20.7
 RC2394;UTM  10      - 5,056,781.735   586,898.839   MT  0.99969284   +0 47 52.1
 RC2394
 RC2394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2394!SPC OR N     -   0.99995935  x   0.99993120  =   0.99989055
 RC2394!SPC WA S     -   0.99995935  x   1.00004403  =   1.00000337
 RC2394!UTM  10      -   0.99995935  x   0.99969284  =   0.99965220
 RC2394
 RC2394:                Primary Azimuth Mark                     Grid Az
 RC2394:SPC OR N     -  BONNEVILLE                               240 34 58.8
 RC2394:SPC WA S     -  BONNEVILLE                               240 36 24.6
 RC2394:UTM  10      -  BONNEVILLE                               238 48 11.8
 RC2394
 RC2394|---------------------------------------------------------------------|
 RC2394| PID    Reference Object                     Distance      Geod. Az  |
 RC2394|                                                           dddmmss.s |
 RC2394| RC2453 BONNEVILLE                          APPROX. 7.0 KM 2393603.9 |
 RC2394| RC2390 CASCADE LOCKS FLAGSTAFF             APPROX. 1.4 KM 3274651.2 |
 RC2394|---------------------------------------------------------------------|
 RC2394
 RC2394                          SUPERSEDED SURVEY CONTROL
 RC2394
 RC2394  NAD 83(1986)-  45 39 32.91391(N)    121 53 04.46839(W) AD(       ) 3
 RC2394  NAD 27      -  45 39 33.48700(N)    121 53 00.19500(W) AD(       ) 3
 RC2394
 RC2394.Superseded values are not recommended for survey control.
 RC2394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2394.See file dsdata.txt to determine how the superseded data were derived.
 RC2394
 RC2394_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER8689956782(NAD 83)
 RC2394
 RC2394  HISTORY     - Date     Condition        Report By
 RC2394  HISTORY     - 1901     MONUMENTED       CGS
 RC2394  HISTORY     - 1934     SEE DESCRIPTION  CGS
 RC2394  HISTORY     - 1957     SEE DESCRIPTION  CGS
 RC2394  HISTORY     - 1959     SEE DESCRIPTION  CGS
 RC2394  HISTORY     - 1976     SEE DESCRIPTION  NGS
 RC2394  HISTORY     - 20040727 MARK NOT FOUND   USPSQD
 RC2394
 RC2394                          STATION DESCRIPTION
 RC2394
 RC2394'DESCRIBED BY COAST AND GEODETIC SURVEY 1901 (FM)
 RC2394'ON THE SUMMIT OF A SHARP ROCKY HILL DIRECTLY BACK OR SE OF THE
 RC2394'CASCADE LOCKS.  THE STATION IS ON THE HILL NEAREST TOWN AND THE
 RC2394'ONE FARTHEST W OF THE FOUR HILLS IN THIS LOCALITY.  THE STATION IS
 RC2394'MARKED BY A DRILL HOLE IN A ROCK SURROUNDED BY A TRIANGLE, SET
 RC2394'ABOUT 6 INCHES BELOW THE SURFACE.  THERE IS A BLAZED STUMP OF A
 RC2394'FIR TREE DISTANT 2.00 METERS N 26 DEG 40 MIN W MAGNETIC, AND A
 RC2394'BLAZED FIR TREE ABOUT 4 INCHES IN DIAMETER DISTANT 21.12 METERS
 RC2394'S 7 DEG 49 MIN W MAGNETIC.  THE FOLLOWING MAGNETIC AZIMUTHS ARE
 RC2394'GIVEN--SW END OF THE ROCKY BLUFF NEAR THE LAKE 197 DEG 44 MIN,
 RC2394'HIGHER OF THE TWO HILLS BACK OF THE STATION 285 DEG 57 MIN,
 RC2394'RIGHT TANGENT TO THE LITTLE ISLAND ABOVE BRADFORDS ISLAND 44
 RC2394'DEG 37 MIN, CASCADE FISHWHEEL 99 DEG 00 MIN.
 RC2394
 RC2394                          STATION RECOVERY (1934)
 RC2394
 RC2394'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (GB)
 RC2394'MARK FOUND IN GOOD CONDITION.  BLAZED STUMP ABOUT ROTTED OUT AND
 RC2394'BLAZE NOT DISTINGUISHABLE BUT IT IS ONLY STUMP NEAR THE POINT.  LAKE
 RC2394'HAS BEEN DRAINED.  ROCKS PILED AROUND POINT TO FORM A CROSS.
 RC2394'
 RC2394'LITTLE ISLAND ABOVE BRADFORD ISLAND IS BOAT ROCK.  IT IS BRADFORD,
 RC2394'NOT BRADFORDS.  FISHWHEEL GONE.
 RC2394
 RC2394                          STATION RECOVERY (1957)
 RC2394
 RC2394'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 RC2394'THE STATION WAS RECOVERED IN GOOD CONDITION.
 RC2394'
 RC2394'THE STATION IS ABOUT 3 MI. NE OF THE SPILLWAY OF BONNEVILLE
 RC2394'DAM, AND 3/4 MI. SE OF CASCADE LOCKS.  IT IS ON THE HIGHEST POINT
 RC2394'OF A PROMINENT TIMBERED BUTTE, AND ON THE NW SIDE OF A
 RC2394'TRANSMISSION-LINE CLEARING.
 RC2394'
 RC2394'THE STATION MARK IS A DRILL HOLE IN THE BEDROCK, SURROUNDED
 RC2394'BY A CHISELED TRIANGLE.  THE MARK IS IN A SLIGHT DEPRESSION ON
 RC2394'THE HIGHEST POINT OF THE SUMMIT.
 RC2394'
 RC2394'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 30
 RC2394'AND FIFTH AVENUE IN CASCADE LOCKS JUST S OF THE POST OFFICE,
 RC2394'GO E ON FIFTH AVENUE FOR 0.15 MI. TO A GATE AT THE END OF THE
 RC2394'STREET.  PASS THROUGH THE GATE AND CONTINUE E ON THE ROAD FOR 0.4
 RC2394'MI. TO A ROAD FORK.  KEEP THE LEFT FORK (MAIN ROAD) AND CONTINUE
 RC2394'E FOR 0.5 MI. TO THE TRANSMISSION-LINE CROSSING.  TURN RIGHT AND
 RC2394'CONTINUE SW ON THE ROAD ALONG THE TRANSMISSION LINE
 RC2394'(FOUR-WHEEL-DRIVE VEHICLE NECESSARY) FOR ABOUT 3/4 MI. TO THE
 RC2394'TOP OF THE SECOND RIDGE AND THE STATION BUTTE ON THE RIGHT.
 RC2394'THENCE PACK NW TO THE HIGHEST POINT AND THE STATION, ABOUT A
 RC2394'10-MINUTE PACK FROM THE TRANSMISSION LINE.
 RC2394
 RC2394                          STATION RECOVERY (1959)
 RC2394
 RC2394'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LGT)
 RC2394'RECOVERED IN GOOD CONDITION ABOUT 1/2 MILE SOUTHEAST OF CASCADE
 RC2394'LOCKS, ABOUT 80 YARDS NORTHWEST OF A POWER TRANSMISSION LINE, 15
 RC2394'FEET EAST OF A BLAZED 12-INCH FIR TREE ON THE HIGHEST POINT OF A
 RC2394'SHARP ROCKY HILL THAT IS NEAR THE EAST END OF A ROCKY RIDGE.
 RC2394'
 RC2394'TO REACH FROM U.S. HIGHWAY 30 AND FIFTH AVENUE (NEAR THE POST
 RC2394'OFFICE) IN CASCADE LOCKS, GO EAST ON FIFTH AVENUE FOR 0.15 MILE
 RC2394'TO A GATE AND END OF STREET, PASS THROUGH GATE, CONTINUING EASTWARD
 RC2394'ALONG DIRT ROAD FOR 0.9 MILE TO A POWER LINE CROSSING, TURN
 RC2394'RIGHT (WEST) ON A DIRT ROAD THAT FOLLOWS THE POWER LINE FOR 0.9
 RC2394'MILE TO THE TOP OF THE SECOND RIDGE AND END OF TRUCK TRAVEL,
 RC2394'PACK TO THE RIGHT (NORTHWEST) UP THE STEEP SLOPE TO THE TOP OF
 RC2394'THE HILL AND STATION.  ABOUT A 5 MINUTE PACK.
 RC2394'
 RC2394'THE STATION IS A DRILL HOLE IN A BOULDER ABOUT 2 INCHES BELOW THE
 RC2394'SURFACE OF THE GROUND.
 RC2394
 RC2394                          STATION RECOVERY (1976)
 RC2394
 RC2394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 RC2394'THE STATION, A DRILL HOLE IN ROCK WAS FOUND IN GOOD CONDITION.  THE
 RC2394'STATION SUMMIT IS SO SMALL THAT REFERENCE MARKS WOULD BE OF LITTLE
 RC2394'VALUE.  THE ROCK ON THIS SUMMIT ARE NOT WORTHY OF A STATION MARK
 RC2394'DISK.  THE TO REACH IS OBSOLETE.  A NEW TO REACH FOLLOWS.
 RC2394'
 RC2394'TO REACH THE STATION FROM THE CASCADE LOCKS POST OFFICE GO EAST
 RC2394'ON U.S. HIGHWAY 30 FOR 0.45 MILE TO BENSON AVENUE, TURN RIGHT, AND
 RC2394'GO SOUTH ON BENSON AVENUE FOR 0.1 MILE TO SE RUCKEL STREET, TURN
 RC2394'LEFT, EAST, ON SE RUCKEL STREET FOR 0.15 MILE TO A SIDE ROAD
 RC2394'RIGHT, JUST AFTER PASSING UNDER INTERSTATE 80N, TURN RIGHT,
 RC2394'PARALLELING THE FREEWAY FOR 0.15 MILE TO A CABLE GATE, PASS THRU
 RC2394'THE GATE, AND GO SOUTHEAST FOR 0.35 MILE TO A SIDE ROAD RIGHT,
 RC2394'CONTINUE STRAIGHT AHEAD, EASTERLY FOR 0.5 MILE TO A CROSSROAD
 RC2394'UNDER THE POWER LINE, JUST BEFORE REACHING THE CASCADE LOCKS
 RC2394'WATER RESERVOIR, TURN RIGHT, AND GO SOUTHWEST PARALLELING
 RC2394'THE POWER LINE FOR 0.9 MILE TO POWER POLE NO. 51 A, THIS IS
 RC2394'THE FIRST SET OF POWER POLES SOUTHWEST OF WHERE THE PACIFIC
 RC2394'CREST TRAIL PASSES UNDER THE POWER LINE, AND THE END OF TRUCK
 RC2394'TRAVEL.  PACK NORTHWEST UP THE STEEP SLOPE TO THE FIRST
 RC2394'SUMMIT, AND THE STATION.  LENGTH OF PACK IS 5 MINUTES.
 RC2394'
 RC2394'THE STATION MARK IS A DRILL HOLE IN ROCK.
 RC2394'
 RC2394'NOTE--IF THE CABLE GATE MENTIONED ABOVE IS LOCKED, THE KEY MAY
 RC2394'BE OBTAINED FROM THE CASCADE LOCKS WATER DEPARTMENT.
 RC2394'
 RC2394'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RC2394'1 MILE SOUTHEAST OF CASCADE LOCKS.
 RC2394
 RC2394                          STATION RECOVERY (2004)
 RC2394
 RC2394'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 RC2394'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1113 ***********************************************************************
 NZ1113  DESIGNATION -  CASCADE
 NZ1113  PID         -  NZ1113
 NZ1113  STATE/COUNTY-  OR/JACKSON
 NZ1113  USGS QUAD   -  MEDFORD EAST (1983)
 NZ1113
 NZ1113                         *CURRENT SURVEY CONTROL
 NZ1113  ___________________________________________________________________
 NZ1113* NAD 83(1991)-  42 15 43.48044(N)    122 45 10.81703(W)     ADJUSTED  
 NZ1113* NAVD 88     -       712.8    (meters)    2339.     (feet)  VERTCON   
 NZ1113  ___________________________________________________________________
 NZ1113  LAPLACE CORR-           6.34  (seconds)                    DEFLEC99
 NZ1113  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 NZ1113  HORZ ORDER  -  SECOND
 NZ1113
 NZ1113.The horizontal coordinates were established by classical geodetic methods
 NZ1113.and adjusted by the National Geodetic Survey in October 1991.
 NZ1113
 NZ1113.The NAVD 88 height was computed by applying the VERTCON shift value to
 NZ1113.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NZ1113
 NZ1113.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ1113
 NZ1113.The geoid height was determined by GEOID03.
 NZ1113
 NZ1113;                    North         East     Units Scale Factor Converg.
 NZ1113;SPC OR S     -    68,642.050 1,314,123.681   MT  1.00001870   -1 32 29.0
 NZ1113;SPC OR S     -   225,203.58  4,311,429.40   iFT  1.00001870   -1 32 29.0
 NZ1113;UTM  10      - 4,678,904.631   520,371.417   MT  0.99960511   +0 09 58.0
 NZ1113
 NZ1113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NZ1113!SPC OR S     -   0.99989197  x   1.00001870  =   0.99991066
 NZ1113!UTM  10      -   0.99989197  x   0.99960511  =   0.99949712
 NZ1113
 NZ1113|---------------------------------------------------------------------|
 NZ1113| PID    Reference Object                     Distance      Geod. Az  |
 NZ1113|                                                           dddmmss.s |
 NZ1113| CD9174 CASCADE RM 1                         23.150 METERS 01537     |
 NZ1113| CD9175 CASCADE RM 2                         18.288 METERS 11838     |
 NZ1113| NZ1085 BUTLER                              APPROX. 6.8 KM 1261304.1 |
 NZ1113|---------------------------------------------------------------------|
 NZ1113
 NZ1113                          SUPERSEDED SURVEY CONTROL
 NZ1113
 NZ1113  NAD 83(1986)-  42 15 43.46965(N)    122 45 10.82878(W) AD(       ) 2
 NZ1113  NAD 27      -  42 15 44.00361(N)    122 45 06.70708(W) AD(       ) 2
 NZ1113  NGVD 29 (07/19/86)  711.8    (m)         2335.     (f) VERT ANG    3  
 NZ1113
 NZ1113.Superseded values are not recommended for survey control.
 NZ1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1113.See file dsdata.txt to determine how the superseded data were derived.
 NZ1113
 NZ1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM2037178905(NAD 83)
 NZ1113_MARKER: Z = SEE DESCRIPTION
 NZ1113_SETTING: 0 = UNSPECIFIED SETTING
 NZ1113
 NZ1113  HISTORY     - Date     Condition        Report By
 NZ1113  HISTORY     - 1968     MONUMENTED       OR-029
 NZ1113
 NZ1113                          STATION DESCRIPTION
 NZ1113
 NZ1113'DESCRIBED BY JACKSON COUNTY OREGON 1968
 NZ1113'THE STATION IS 2.0 MILES NORTHEAST OF TALENT AND 3.5 MILES
 NZ1113'EAST-SOUTHEAST OF PHOENIX ON THE WEST FACE OF A BUTTE, WHICH IS
 NZ1113'OWNED BY CASCADE RANCHES, INC.
 NZ1113'
 NZ1113'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 99 AND FERN
 NZ1113'VALLEY ROAD IN PHOENIX, GO EAST ON FERN VALLEY ROAD FOR 2.2 MILES
 NZ1113'TO PAYNE ROAD, TURN SOUTH ON PAYNE ROAD AND PROCEED FOR 0.6 MILE
 NZ1113'TO HUGHS ROAD, TURN EAST ON HUGHS ROAD FOR 0.4 MILE TO THE END OF
 NZ1113'THE PAVEMENT AND CONTINUE EAST ON GRAVELED ROAD FOR 0.5 MILE TO
 NZ1113'TALENT IRRIGATION CANAL, CROSS BRIDGE, UNLOCK GATE (KEY MAY BE
 NZ1113'OBTAINED FROM TALENT IRRIGATION DISTRICT OFFICE) AND PROCEED ON
 NZ1113'ROADWAY TO BALDY FOR 0.4 MILE TO WHERE VEHICLE TRACKS TURN
 NZ1113'DOWN THE HILL SOUTH TO WATER COURSE, CROSS THE COURSE AT THE
 NZ1113'FORD 100 FEET ABOVE THE CANAL SIPHON AND CONTINUE ALONG VEHICLE
 NZ1113'TRACKS TO SADDLE BETWEEN TWO BUTTES FOR A TOTAL DISTANCE OF 0.7
 NZ1113'MILE FROM BALDY ROADWAY, CONTINUE THROUGH THE SADDLE FOR 100
 NZ1113'FEET AND TURN RIGHT UP BACK SIDE OF BUTTE, OVER THE TOP AND
 NZ1113'DOWN THE WEST FACE 200 FEET TO STATION.
 NZ1113'
 NZ1113'THE STATION MARK, STAMPED CASCADE 1968 JACKSON CO. S., IS A 3-INCH
 NZ1113'BRONZE DISK SET IN AN IRREGULAR MASS OF CONCRETE THAT PROJECTS
 NZ1113'2 INCHES.
 NZ1113'
 NZ1113'REFERENCE MARK NO. 1, STAMPED CASCADE R.M. NO. 1 1968 IS A
 NZ1113'STANDARD DISK CEMENTED IN A DRILL HOLE ON TOP OF A 2 BY 3 FOOT
 NZ1113'OUTCROPPING OF BEDROCK.
 NZ1113'
 NZ1113'REFERENCE MARK NO. 2, STAMPED CASCADE R.M. NO. 2 1968, IS A
 NZ1113'STANDARD DISK SET IN AN IRREGULAR MASS OF CONCRETE THAT PROJECTS
 NZ1113'3 INCHES.
 NZ1113'
 NZ1113'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 106.85 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2462 ***********************************************************************
 RC2462  DESIGNATION -  CASCADE LOCKS CH NEAR SCHOOL
 RC2462  PID         -  RC2462
 RC2462  STATE/COUNTY-  OR/HOOD RIVER
 RC2462  USGS QUAD   -  BONNEVILLE DAM (1994)
 RC2462
 RC2462                         *CURRENT SURVEY CONTROL
 RC2462  ___________________________________________________________________
 RC2462* NAD 83(1991)-  45 40 09.76291(N)    121 53 27.62827(W)     ADJUSTED  
 RC2462* NAVD 88     -              **(meters)            **(feet)            
 RC2462  ___________________________________________________________________
 RC2462  LAPLACE CORR-           6.68  (seconds)                    DEFLEC99
 RC2462  GEOID HEIGHT-         -21.75  (meters)                     GEOID03
 RC2462  HORZ ORDER  -  THIRD
 RC2462
 RC2462.The horizontal coordinates were established by classical geodetic methods
 RC2462.and adjusted by the National Geodetic Survey in October 1991.
 RC2462
 RC2462
 RC2462.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2462
 RC2462.The geoid height was determined by GEOID03.
 RC2462
 RC2462;                    North         East     Units Scale Factor Converg.
 RC2462;SPC OR N     -   223,481.152 2,391,620.617   MT  0.99993274   -0 59 11.3
 RC2462;SPC OR N     -   733,205.88  7,846,524.33   iFT  0.99993274   -0 59 11.3
 RC2462;SPC WA S     -    38,307.849   391,609.126   MT  1.00004119   -1 00 37.5
 RC2462;SPC WA S     -   125,681.67  1,284,804.27   sFT  1.00004119   -1 00 37.5
 RC2462;UTM  10      - 5,057,912.285   586,381.728   MT  0.99969174   +0 47 36.0
 RC2462
 RC2462                          SUPERSEDED SURVEY CONTROL
 RC2462
 RC2462  NAD 83(1986)-  45 40 09.77313(N)    121 53 27.63650(W) AD(       ) 4
 RC2462  NAD 27      -  45 40 10.36500(N)    121 53 23.38500(W) AD(       ) 3
 RC2462
 RC2462.Superseded values are not recommended for survey control.
 RC2462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2462.See file dsdata.txt to determine how the superseded data were derived.
 RC2462
 RC2462_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER8638257912(NAD 83)
 RC2462
 RC2462  HISTORY     - Date     Condition        Report By
 RC2462  HISTORY     - 1939     MONUMENTED       CGS
 RC2462  HISTORY     - 1948     SEE DESCRIPTION  CGS
 RC2462  HISTORY     - 1959     SEE DESCRIPTION  CGS
 RC2462
 RC2462                          STATION DESCRIPTION
 RC2462
 RC2462'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (WHB)
 RC2462'DURING GRAPHIC CONTROL WORK IN 1948, OBSERVATIONS WERE
 RC2462'MADE TO THE SPIRE OF THE CASCADE LOCKS CHURCH WHICH CHECKED THE
 RC2462'1939 POSITION.  THE CHURCH IS LOCATED IN THE E PART OF CASCADE
 RC2462'LOCKS, APPROXIMATELY 1 BLOCK S OF RTE. U.S. HIGHWAY 30 AND JUST W
 RC2462'OF CASCADE LOCKS HIGH SCHOOL.
 RC2462
 RC2462                          STATION RECOVERY (1959)
 RC2462
 RC2462'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LGT)
 RC2462'DESTROYED.
 RC2462'
 RC2462'THE PRESENT STRUCTURE ON THE CHURCH IS A SQUARE TOWER AND NOT A
 RC2462'SPIRE.  THE SPIRE WAS ON THE OTHER END OF THE CHURCH AND WAS
 RC2462'REMOVED.  THIS STATION IS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2390 ***********************************************************************
 RC2390  DESIGNATION -  CASCADE LOCKS FLAGSTAFF
 RC2390  PID         -  RC2390
 RC2390  STATE/COUNTY-  OR/HOOD RIVER
 RC2390  USGS QUAD   -  BONNEVILLE DAM (1994)
 RC2390
 RC2390                         *CURRENT SURVEY CONTROL
 RC2390  ___________________________________________________________________
 RC2390* NAD 83(1991)-  45 40 11.61437(N)    121 53 39.25826(W)     ADJUSTED  
 RC2390* NAVD 88     -              **(meters)            **(feet)            
 RC2390  ___________________________________________________________________
 RC2390  LAPLACE CORR-           6.10  (seconds)                    DEFLEC99
 RC2390  GEOID HEIGHT-         -21.76  (meters)                     GEOID03
 RC2390  HORZ ORDER  -  THIRD
 RC2390
 RC2390.The horizontal coordinates were established by classical geodetic methods
 RC2390.and adjusted by the National Geodetic Survey in October 1991.
 RC2390
 RC2390
 RC2390.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2390
 RC2390.The geoid height was determined by GEOID03.
 RC2390
 RC2390;                    North         East     Units Scale Factor Converg.
 RC2390;SPC OR N     -   223,542.639 2,391,369.922   MT  0.99993282   -0 59 19.6
 RC2390;SPC OR N     -   733,407.61  7,845,701.84   iFT  0.99993282   -0 59 19.6
 RC2390;SPC WA S     -    38,369.448   391,358.430   MT  1.00004105   -1 00 46.0
 RC2390;SPC WA S     -   125,883.76  1,283,981.78   sFT  1.00004105   -1 00 46.0
 RC2390;UTM  10      - 5,057,965.944   586,129.305   MT  0.99969120   +0 47 27.7
 RC2390
 RC2390                          SUPERSEDED SURVEY CONTROL
 RC2390
 RC2390  NAD 83(1986)-  45 40 11.62430(N)    121 53 39.26638(W) AD(       ) 4
 RC2390  NAD 27      -  45 40 12.19900(N)    121 53 34.99300(W) AD(       ) 3
 RC2390
 RC2390.Superseded values are not recommended for survey control.
 RC2390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2390.See file dsdata.txt to determine how the superseded data were derived.
 RC2390
 RC2390_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER8612957966(NAD 83)
 RC2390
 RC2390  HISTORY     - Date     Condition        Report By
 RC2390  HISTORY     - 1901     MONUMENTED       CGS
 RC2390  HISTORY     - 1948     SEE DESCRIPTION  CGS
 RC2390  HISTORY     - 1959     SEE DESCRIPTION  CGS
 RC2390
 RC2390                          STATION DESCRIPTION
 RC2390
 RC2390'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (WHB)
 RC2390'A SEARCH WAS MADE FOR THIS STATION.  MEASUREMENTS WERE SCALED FROM
 RC2390'STATION LOCKS 1901-1939 AND MEASUREMENTS MADE TO APPROXIMATE
 RC2390'SITE.  ALSO ROD READINGS WERE MADE DURING GRAPHIC CONTROL WORK TO
 RC2390'THIS VICINITY AND NO REMAINS WERE NOTED.  INQUIRY WAS MADE AND IT
 RC2390'WAS LEARNED THAT THIS STATION WAS JUST A POLE BURIED IN THE
 RC2390'GROUND AND THAT IT HAS SINCE BEEN REMOVED.
 RC2390'
 RC2390'STATION CAN BE CONSIDERED LOST.
 RC2390
 RC2390                          STATION RECOVERY (1959)
 RC2390
 RC2390'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LGT)
 RC2390'THIS STATION WAS REPORTED AS LOST BY W. H. B. IN 1948.  THERE IS
 RC2390'NO FLAGPOLE IN THE VICINITY AND NO FURTHER SEARCH WAS MADE FOR
 RC2390'THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2676 ***********************************************************************
 RC2676  DESIGNATION -  CASCADE RAPIDS LOWER RNG F
 RC2676  PID         -  RC2676
 RC2676  STATE/COUNTY-  OR/HOOD RIVER
 RC2676  USGS QUAD   -  BONNEVILLE DAM (1994)
 RC2676
 RC2676                         *CURRENT SURVEY CONTROL
 RC2676  ___________________________________________________________________
 RC2676* NAD 83(1991)-  45 39 32.71109(N)    121 54 02.08727(W)     ADJUSTED  
 RC2676* NAVD 88     -        31.7    (meters)     104.     (feet)  VERTCON   
 RC2676  ___________________________________________________________________
 RC2676  X           -  -2,359,782.840 (meters)                     COMP
 RC2676  Y           -  -3,791,064.160 (meters)                     COMP
 RC2676  Z           -   4,538,851.967 (meters)                     COMP
 RC2676  LAPLACE CORR-           8.15  (seconds)                    DEFLEC99
 RC2676  ELLIP HEIGHT-          10.148 (meters)          (10/15/91) ADJUSTED
 RC2676  GEOID HEIGHT-         -21.76  (meters)                     GEOID03
 RC2676  HORZ ORDER  -  THIRD
 RC2676  ELLP ORDER  -  FOURTH    CLASS I
 RC2676
 RC2676.The horizontal coordinates were established by GPS observations
 RC2676.and adjusted by the National Geodetic Survey in October 1991.
 RC2676
 RC2676.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC2676.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC2676
 RC2676.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RC2676
 RC2676.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2676
 RC2676.The ellipsoidal height was determined by GPS observations
 RC2676.and is referenced to NAD 83.
 RC2676
 RC2676.The geoid height was determined by GEOID03.
 RC2676
 RC2676;                    North         East     Units Scale Factor Converg.
 RC2676;SPC OR N     -   222,350.365 2,390,855.072   MT  0.99993119   -0 59 35.8
 RC2676;SPC OR N     -   729,495.95  7,844,012.70   iFT  0.99993119   -0 59 35.8
 RC2676;SPC WA S     -    37,177.259   390,843.022   MT  1.00004405   -1 01 02.6
 RC2676;SPC WA S     -   121,972.39  1,282,290.81   sFT  1.00004405   -1 01 02.6
 RC2676;UTM  10      - 5,056,758.547   585,651.846   MT  0.99969019   +0 47 10.8
 RC2676
 RC2676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2676!SPC OR N     -   0.99999841  x   0.99993119  =   0.99992960
 RC2676!SPC WA S     -   0.99999841  x   1.00004405  =   1.00004246
 RC2676!UTM  10      -   0.99999841  x   0.99969019  =   0.99968860
 RC2676
 RC2676|---------------------------------------------------------------------|
 RC2676| PID    Reference Object                     Distance      Geod. Az  |
 RC2676|                                                           dddmmss.s |
 RC2676| RC2677 CASCADE RAPIDS LOWER RNG R           66.057 METERS 17617     |
 RC2676|---------------------------------------------------------------------|
 RC2676
 RC2676                          SUPERSEDED SURVEY CONTROL
 RC2676
 RC2676  NAD 83(1986)-  45 39 32.72600(N)    121 54 02.09244(W) AD(       ) 3
 RC2676  NAD 27      -  45 39 33.29491(N)    121 53 57.80365(W) AD(       ) 3
 RC2676  NGVD 29 (03/22/89)   30.7    (m)          101.     (f) GPS OBS     3  
 RC2676
 RC2676.Superseded values are not recommended for survey control.
 RC2676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2676.See file dsdata.txt to determine how the superseded data were derived.
 RC2676
 RC2676_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER8565256759(NAD 83)
 RC2676_MARKER: 15 = RANGE MARKER
 RC2676_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RC2676+SATELLITE: SATELLITE OBSERVATIONS - 1987
 RC2676
 RC2676  HISTORY     - Date     Condition        Report By
 RC2676  HISTORY     - 1987     FIRST OBSERVED   NGS
 RC2676  HISTORY     - 20040726 MARK NOT FOUND   USPSQD
 RC2676
 RC2676                          STATION DESCRIPTION
 RC2676
 RC2676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 RC2676'THE STATION, CASCADE RAPIDS LOWER RANGE,FRONT,
 RC2676'IS LOCATED ABOUT 0.8 KM (0.5 MI) SOUTH-SOUTHWEST OF CASCADE LOCKS,
 RC2676'BETWEEN RAILROAD AND COLUMBIA RIVER.
 RC2676'OWNERSHIP--RIGHT OF ENTRY MAINTAINED BY U.S. COAST GUARD.
 RC2676'
 RC2676'TO REACH THE STATION FROM THE POST OFFICE IN CASCADE LOCKS,  GO
 RC2676'WEST FOR 0.5 KM (0.3 MI) ON U.S. HIGHWAY 30 TO THE BRIDGE OF THE
 RC2676'GODS.  PASS UNDER BRIDGE, TURN
 RC2676'RIGHT AND GO SOUTHERLY FOR 0.1 KM (0.05 MI) ON A PAVED ROAD TO A
 RC2676'GATE.  PASS THROUGH GATE, CONTINUE AHEAD AND GO SOUTHERLY FOR 0.1
 RC2676'KM (0.05 MI) ON A GRAVELED ROAD TO THE RAILROAD TRACKS.  BEAR LEFT
 RC2676'AND GO SOUTHERLY FOR 0.2 KM (0.1 MI) ALONG RAILROAD TRACKS TO A
 RC2676'RAILROAD CROSSING.  CROSS TRACKS AND GO WESTERLY FOR ABOUT 40
 RC2676'METERS (130 FT) ON A DIRT ROAD TO CASCADE RAPIDS LOWER RANGE, REAR
 RC2676'ON LEFT AND A DIRT ROAD RIGHT.  TURN RIGHT AND GO NORTHERLY FOR 0.1
 RC2676'KM (0.05 MI) ON THE DIRT ROAD TO THE STATION.
 RC2676'
 RC2676'THE LANDMARK IS A LARGE WHITE LIGHT ON THE TOP CENTER OF THE NORTH
 RC2676'SIDE OF A FOUR-LEGGED WOODEN TOWER ABOUT 3.0 METERS (10 FT) TALL.
 RC2676'THERE IS A RANGE BOARD ON THE NORTH SIDE OF TOWER AND A TRIANGULAR
 RC2676'ORANGE DAY BOARD NUMBER 8 ON SOUTHWEST LEG OF TOWER.  GPS ANTENNA
 RC2676'HEIGHT WAS MEASURED TO BOTTOM OF TOP LIGHT PLATE.
 RC2676'
 RC2676'COLUMBIA RIVER CG SURVEY, WASHINGTON, SEPT-OCT 1987.
 RC2676'
 RC2676'THIS STATION SUITABLE FOR GPS SURVEYS.
 RC2676'
 RC2676'DESCRIBED BY D.F. CALLAHAN.
 RC2676
 RC2676                          STATION RECOVERY (2004)
 RC2676
 RC2676'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 RC2676'THE RANGE BOARD AND LIGHT ARE IN THE APPROXIMATE POSITION AS REPORTED
 RC2676'BUT THE STRUCTURE HAS BEEN CHANGED TO STEEL. LAT APPEARS SAME BUT LONG
 RC2676'IS OFF ACCORDING TO OUR GPS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1849 ***********************************************************************
 RD1849  DESIGNATION -  CASCADE RESET
 RD1849  PID         -  RD1849
 RD1849  STATE/COUNTY-  OR/TILLAMOOK
 RD1849  USGS QUAD   -  NESKOWIN (1985)
 RD1849
 RD1849                         *CURRENT SURVEY CONTROL
 RD1849  ___________________________________________________________________
 RD1849* NAD 83(1991)-  45 03 40.64769(N)    123 58 06.16034(W)     ADJUSTED  
 RD1849* NAVD 88     -       478.1    (meters)    1569.     (feet)  VERTCON   
 RD1849  ___________________________________________________________________
 RD1849  LAPLACE CORR-          16.66  (seconds)                    DEFLEC99
 RD1849  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 RD1849  HORZ ORDER  -  SECOND
 RD1849
 RD1849.The horizontal coordinates were established by classical geodetic methods
 RD1849.and adjusted by the National Geodetic Survey in October 1991.
 RD1849
 RD1849.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD1849.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD1849
 RD1849.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1849
 RD1849.The geoid height was determined by GEOID03.
 RD1849
 RD1849;                    North         East     Units Scale Factor Converg.
 RD1849;SPC OR N     -   160,834.659 2,226,933.312   MT  0.99989633   -2 27 35.0
 RD1849;SPC OR N     -   527,672.77  7,306,211.65   iFT  0.99989633   -2 27 35.0
 RD1849;UTM  10      - 4,990,215.186   423,758.428   MT  0.99967147   -0 41 07.8
 RD1849
 RD1849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1849!SPC OR N     -   0.99992862  x   0.99989633  =   0.99982496
 RD1849!UTM  10      -   0.99992862  x   0.99967147  =   0.99960012
 RD1849
 RD1849|---------------------------------------------------------------------|
 RD1849| PID    Reference Object                     Distance      Geod. Az  |
 RD1849|                                                           dddmmss.s |
 RD1849| DD9511 CASCADE RM 2                          6.233 METERS 00026     |
 RD1849| DD9509 CASCADE N REF TREE                   40.600 METERS 01140     |
 RD1849| RD1842 LITTLE HEBO LO                      APPROX.19.4 KM 0611745.2 |
 RD1849| DD9508 CASCADE E REF TREE                   43.000 METERS 10811     |
 RD1849| QE2395 COUGAR LOH                          APPROX.14.4 KM 1445122.0 |
 RD1849| DD9512 CASCADE SSW REF TREE                 70.400 METERS 21533     |
 RD1849| DD9513 CASCADE SW REF TREE                  24.800 METERS 23607     |
 RD1849| DD9510 CASCADE RM 1                          4.682 METERS 25124     |
 RD1849|---------------------------------------------------------------------|
 RD1849
 RD1849                          SUPERSEDED SURVEY CONTROL
 RD1849
 RD1849  NAD 83(1986)-  45 03 40.68342(N)    123 58 06.17422(W) AD(       ) 2
 RD1849  NAD 27      -  45 03 41.30300(N)    123 58 01.76500(W) AD(       ) 2
 RD1849  NGVD 29 (07/19/86)  477.1    (m)         1565.     (f) VERT ANG    3  
 RD1849
 RD1849.Superseded values are not recommended for survey control.
 RD1849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1849.See file dsdata.txt to determine how the superseded data were derived.
 RD1849
 RD1849_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ2375890215(NAD 83)
 RD1849_MARKER: DS = TRIANGULATION STATION DISK
 RD1849_SETTING: 80 = SET IN A BOULDER
 RD1849_SP_SET: SET IN DRILL HOLE IN A BOULDER
 RD1849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD1849+STABILITY: SURFACE MOTION
 RD1849
 RD1849  HISTORY     - Date     Condition        Report By
 RD1849  HISTORY     - 1941     MONUMENTED       CGS
 RD1849  HISTORY     - 1964     GOOD             CGS
 RD1849
 RD1849                          STATION DESCRIPTION
 RD1849
 RD1849'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (ANS)
 RD1849'ALL RECOVERED MARKS WERE FOUND IN GOOD CONDITION.
 RD1849'
 RD1849'STATION IS ON THE SIDE HILL OF THE SE WOODED RIDGE OF THE CASCADE
 RD1849'HEAD IN THE CASCADE HEAD EXPERIMENTAL FOREST.  IT IS ABOUT 3 MILES
 RD1849'SSE OF NESKOWIN, 2-1/2 MILES NNW OF OTIS AND 2-1/4 MILES E OF THE
 RD1849'PACIFIC OCEAN.  THE STATION IS ABOUT 200 FEET SE AND 20 FEET LOWER
 RD1849'THAN THE BREAK IN THE EASTERN END OF THE RIDGE.  THE MARK IS A
 RD1849'STANDARD DISK SET IN CONCRETE INCASED IN A 6-INCH IRON SOIL PIPE
 RD1849'THAT PROJECTS 4 INCHES AND IS STAMPED CASCADE 1908, 1941.  THE
 RD1849'STATION IS 6.2 FEET E OF A WHITE WITNESS POST.
 RD1849'
 RD1849'UNDERGROUND MARK (A DRILL HOLE IN A ROCK WITH CHISEL MARKS FORMING
 RD1849'A CROSS) WAS FOUND IN GOOD CONDITION AND A NEW SURFACE MARK WAS SET.
 RD1849'
 RD1849'REFERENCE MARK NO.1, 1935, IS A STANDARD DISK SET IN CONCRETE
 RD1849'INCASED IN A 6-INCH IRON SOIL PIPE THAT PROJECTS 6 INCHES AND IS
 RD1849'STAMPED CASCADE NO.1, 1935.  IT IS ABOUT 3 FEET HIGHER THAN THE
 RD1849'STATION MARK.  NO AZIMUTH MARK WAS SET.
 RD1849'
 RD1849'REFERENCE MARK NO.2, 1941, IS A STANDARD DISK WELDED TO THE TOP
 RD1849'OF A 2-INCH IRON PIPE THAT PROJECTS 3 INCHES AND IS STAMPED CASCADE
 RD1849'NO.2, 1941.  IT IS ABOUT 3 FEET HIGHER THAN THE STATION MARK.  IT
 RD1849'WAS SET IN 1941.
 RD1849'
 RD1849'TO REACH THE STATION FROM U.S. 101 AND NESKOWIN T-ROAD JUNCTION,
 RD1849'GO S AND SE ON U.S. 101 FOR 6.8 MILES TO TOP OF DIVIDE.  TURN
 RD1849'RIGHT (W) ON FOREST SERVICE GRAVEL ROAD AND GO UPHILL 4.1 MILES TO
 RD1849'WHERE THE OCEAN IS FIRST SEEN TO LEFT, SW.  THE STATION IS ABOUT
 RD1849'200 YARDS TO THE RIGHT (N).  PACK N UP HILL KEEPING TO THE SE
 RD1849'SIDE OF RIDGE AND FOLLOW DIM TRAIL TO STATION.  TRAIL MIGHT BE
 RD1849'HARD TO FIND AS IT WINDS AROUND IN LOW TREES AND BRUSH.
 RD1849
 RD1849                          STATION RECOVERY (1964)
 RD1849
 RD1849'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (PAS)
 RD1849'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 RD1849'WERE RECOVERED AND FOUND IN GOOD CONDITION.  A METAL WITNESS POST
 RD1849'WAS PLACED 2 FEET NORTHWEST OF THE STATION MARK.  ROADS HAVE
 RD1849'CHANGED.  A NEW TO REACH FOLLOWS.
 RD1849'
 RD1849'TO REACH THE STATION FROM THE CROSS STREET, JUST EAST OF THE
 RD1849'OCEANLAKE POST OFFICE GO NORTH ON U.S. HIGHWAY 101 FOR 8.0 MILES
 RD1849'TO A CROSSROAD NEAR THE TOP OF THE DIVIDE, TURN LEFT AND GO
 RD1849'SOUTHWEST ON GRAVELED ROAD FOR 1.2 MILES TO A FORK, TAKE LEFT FORK
 RD1849'AND CONTINUE SOUTHWEST FOR 0.6 MILE TO A WITNESS SIGN NAILED ON A
 RD1849'PINE TREE ON THE RIGHT.  FROM HERE PACK NORTHEAST FOR ABOUT 400
 RD1849'FEET TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2497 ***********************************************************************
 QE2497  DESIGNATION -  CASE
 QE2497  PID         -  QE2497
 QE2497  STATE/COUNTY-  OR/LINCOLN
 QE2497  USGS QUAD   -  NEWPORT SOUTH (1984)
 QE2497
 QE2497                         *CURRENT SURVEY CONTROL
 QE2497  ___________________________________________________________________
 QE2497* NAD 83(1991)-  44 36 20.44381(N)    124 01 07.41606(W)     ADJUSTED  
 QE2497* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 QE2497  ___________________________________________________________________
 QE2497  LAPLACE CORR-          15.85  (seconds)                    DEFLEC99
 QE2497  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 QE2497  HORZ ORDER  -  THIRD
 QE2497
 QE2497.The horizontal coordinates were established by classical geodetic methods
 QE2497.and adjusted by the National Geodetic Survey in October 1991.
 QE2497
 QE2497.The orthometric height was scaled from a topographic map.
 QE2497
 QE2497.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2497
 QE2497.The geoid height was determined by GEOID03.
 QE2497
 QE2497;                    North         East     Units Scale Factor Converg.
 QE2497;SPC OR N     -   110,426.912 2,220,767.526   MT  0.99994254   -2 29 43.6
 QE2497;SPC OR N     -   362,293.02  7,285,982.70   iFT  0.99994254   -2 29 43.6
 QE2497;UTM  10      - 4,939,652.532   419,159.882   MT  0.99968036   -0 42 55.5
 QE2497
 QE2497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2497!SPC OR N     -   1.00000293  x   0.99994254  =   0.99994547
 QE2497!UTM  10      -   1.00000293  x   0.99968036  =   0.99968329
 QE2497
 QE2497:                Primary Azimuth Mark                     Grid Az
 QE2497:SPC OR N     -  BEACON 12                                030 42 27.7
 QE2497:UTM  10      -  BEACON 12                                028 55 39.6
 QE2497
 QE2497|---------------------------------------------------------------------|
 QE2497| PID    Reference Object                     Distance      Geod. Az  |
 QE2497|                                                           dddmmss.s |
 QE2497| QE2468 BEACON 12                           452.330 METERS 0281244.1 |
 QE2497| QE2500 OLD ROCK                            APPROX. 0.8 KM 0363313.6 |
 QE2497| QE2478 COQUILLE POINT LIGHT                APPROX. 0.7 KM 0425540.6 |
 QE2497| QE2533 CHURCH FLAGSTAFF                    APPROX. 0.8 KM 0692433.5 |
 QE2497| QE2466 SOFT                                APPROX. 0.6 KM 1574708.7 |
 QE2497| QE2528 HINT                                APPROX. 1.1 KM 3263232.1 |
 QE2497| QE2503 BEACON 10                           APPROX. 0.8 KM 3542212.0 |
 QE2497|---------------------------------------------------------------------|
 QE2497
 QE2497                          SUPERSEDED SURVEY CONTROL
 QE2497
 QE2497  NAD 83(1986)-  44 36 20.48153(N)    124 01 07.46814(W) AD(       ) 3
 QE2497  NAD 27      -  44 36 21.06900(N)    124 01 03.06800(W) AD(       ) 3
 QE2497
 QE2497.Superseded values are not recommended for survey control.
 QE2497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2497.See file dsdata.txt to determine how the superseded data were derived.
 QE2497
 QE2497_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ1916039653(NAD 83)
 QE2497_MARKER: Z = SEE DESCRIPTION
 QE2497_SETTING: 0 = UNSPECIFIED SETTING
 QE2497_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE2497
 QE2497  HISTORY     - Date     Condition        Report By
 QE2497  HISTORY     - 1914     MONUMENTED       CGS
 QE2497  HISTORY     - 1934     SEE DESCRIPTION  CGS
 QE2497  HISTORY     - 1953     SEE DESCRIPTION  CGS
 QE2497
 QE2497                          STATION DESCRIPTION
 QE2497
 QE2497'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (JWM)
 QE2497'STATION IS NEAR THE HIGH-WATER MARK, ON A POINT OWNED BY MRS. MARY
 QE2497'CASE, ABOUT 20 METERS NNE OF HER HOUSE.
 QE2497'
 QE2497'THE STATION IS MARKED BY A BOTTLE SET 3 FEET BELOW THE SURFACE,
 QE2497'AND AT THE SURFACE BY A STANDARD DISK SET IN A CYLINDRICAL BED
 QE2497'OF CONCRETE 8 INCHES IN DIAMETER BY 2 FEET DEEP.
 QE2497'
 QE2497'THERE IS A STANDARD DISK REFERENCE MARK SET IN CONCRETE.
 QE2497'
 QE2497'THE REFERENCE MARK IS 3.05 METERS S (MAGNETIC).
 QE2497
 QE2497                          STATION RECOVERY (1934)
 QE2497
 QE2497'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (LAM)
 QE2497'STATION RECOVERED, ON THE W SIDE OF YAQUINA BAY, ABOUT 0.5 MILE
 QE2497'NW OF YAQUINA, ON A POINT OWNED BY MRS. MARY CASE, ABOUT 20
 QE2497'METERS NE OF HER HOUSE AND NEAR THE HIGH-WATER MARK.
 QE2497
 QE2497                          STATION RECOVERY (1953)
 QE2497
 QE2497'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (FAR)
 QE2497'NEITHER THE STATION NOR THE REFERENCE MARK COULD BE FOUND.  IT
 QE2497'APPEARS THAT BOTH MARKS HAVE BEEN COVERED OVER BY BULLDOZING ON
 QE2497'THE POINT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB1236 ***********************************************************************
 QB1236  DESIGNATION -  CASEY
 QB1236  PID         -  QB1236
 QB1236  STATE/COUNTY-  OR/MALHEUR
 QB1236  USGS QUAD   -  MALHEUR BUTTE (1974)
 QB1236
 QB1236                         *CURRENT SURVEY CONTROL
 QB1236  ___________________________________________________________________
 QB1236* NAD 83(1991)-  44 01 48.98048(N)    117 05 24.29542(W)     ADJUSTED  
 QB1236* NAVD 88     -       842.6    (meters)    2764.     (feet)  VERTCON   
 QB1236  ___________________________________________________________________
 QB1236  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 QB1236  GEOID HEIGHT-         -17.82  (meters)                     GEOID03
 QB1236  HORZ ORDER  -  THIRD
 QB1236
 QB1236.The horizontal coordinates were established by classical geodetic methods
 QB1236.and adjusted by the National Geodetic Survey in October 1991.
 QB1236
 QB1236.The NAVD 88 height was computed by applying the VERTCON shift value to
 QB1236.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QB1236
 QB1236.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB1236
 QB1236.The geoid height was determined by GEOID03.
 QB1236
 QB1236;                    North         East     Units Scale Factor Converg.
 QB1236;SPC OR S     -   268,131.696 1,773,284.056   MT  1.00000783   +2 19 58.4
 QB1236;SPC OR S     -   879,697.17  5,817,861.08   iFT  1.00000783   +2 19 58.4
 QB1236;UTM  11      - 4,875,239.078   492,781.424   MT  0.99960064   -0 03 45.4
 QB1236
 QB1236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QB1236!SPC OR S     -   0.99987069  x   1.00000783  =   0.99987852
 QB1236!UTM  11      -   0.99987069  x   0.99960064  =   0.99947138
 QB1236
 QB1236|---------------------------------------------------------------------|
 QB1236| PID    Reference Object                     Distance      Geod. Az  |
 QB1236|                                                           dddmmss.s |
 QB1236| CD7066 CASEY RM 2                           18.977 METERS 02318     |
 QB1236| OH1171 VALE                                APPROX.11.1 KM 2332456.7 |
 QB1236| CD7065 CASEY RM 1                           18.230 METERS 28505     |
 QB1236|---------------------------------------------------------------------|
 QB1236
 QB1236                          SUPERSEDED SURVEY CONTROL
 QB1236
 QB1236  NAD 83(1986)-  44 01 48.97983(N)    117 05 24.29527(W) AD(       ) 3
 QB1236  NAD 27      -  44 01 49.39194(N)    117 05 20.69178(W) AD(       ) 3
 QB1236  NGVD 29 (07/19/86)  841.6    (m)         2761.     (f) VERT ANG    3  
 QB1236
 QB1236.Superseded values are not recommended for survey control.
 QB1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB1236.See file dsdata.txt to determine how the superseded data were derived.
 QB1236
 QB1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ9278175239(NAD 83)
 QB1236_MARKER: DD = SURVEY DISK
 QB1236_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QB1236
 QB1236  HISTORY     - Date     Condition        Report By
 QB1236  HISTORY     - 1947     MONUMENTED       USGS
 QB1236  HISTORY     - 1967     GOOD             USGS
 QB1236
 QB1236                          STATION DESCRIPTION
 QB1236
 QB1236'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 QB1236'LOCATED 8 MI NE. OF VALE, 6 MI W. OF ONTARIO, 1.8 MI N. OF
 QB1236'MALHEUR BUTTE.  ON HIGHEST POINT OF TOP.
 QB1236'
 QB1236'STATION MARK--STANDARD TABLET STAMPED---CASEY 1947---, SET IN
 QB1236'CONCRETE POST PROJECTING 0.4 FT ABOVE GROUND.
 QB1236'
 QB1236'RM 1--STANDARD RM TABLET STAMPED---CASEY NO 1 1947---, SET IN
 QB1236'CONCRETE POST PROJECTING 0.4 FT ABOVE GROUND.
 QB1236'
 QB1236'RM 2--STANDARD RM TABLET STAMPED---CASEY NO 2 1947---, SET IN
 QB1236'CONCRETE POST PROJECTING 0.4 FT ABOVE GROUND.  RM APPEARS TO HAVE
 QB1236'BEEN DISTURBED AS IT IS LEANING.
 QB1236
 QB1236                          STATION RECOVERY (1967)
 QB1236
 QB1236'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 QB1236'STATION FOUND.
 QB1236'
 QB1236'NEW TO REACH FOLLOWS--TO REACH FROM VALE AT JCT. OF HWYS. 20 AND
 QB1236'26E, GO E. 7.9 MI TO RD. INTERSECTION.  TURN LEFT (N.) ALONG
 QB1236'GRAVEL RD. 1.2 MI TO BRIDGE ACROSS MALHEUR RIVER, CONTINUE 0.3 MI
 QB1236'TO RD. FORK.  TAKE RIGHT FORK AND STAY ON MAIN RD. AROUND NORTH
 QB1236'SIDE OF MALHEUR BUTTE 1 MI TO POINT WHERE RD. GOES UNDER SYPHON.
 QB1236'TURN LEFT AND FOLLOW ALONG SYPHON 0.4 MI TO BRIDGE ACROSS CANAL.
 QB1236'FOLLOW DIRT RD. ALONG POWERLINE 0.3 MI TO STATION.  STATION IS
 QB1236'47.35 FT E. OF NORTHEAST CORNER OF RADIO FACILITY BUILDING AND
 QB1236'30.4 FT NW. OF POWER POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB1474 ***********************************************************************
 RB1474  DESIGNATION -  CASTLE
 RB1474  PID         -  RB1474
 RB1474  STATE/COUNTY-  OR/MORROW
 RB1474  USGS QUAD   -  CROW BUTTE (1993)
 RB1474
 RB1474                         *CURRENT SURVEY CONTROL
 RB1474  ___________________________________________________________________
 RB1474* NAD 83(1991)-  45 49 01.98162(N)    119 50 49.65330(W)     ADJUSTED  
 RB1474* NAVD 88     -       118.5    (meters)     389.     (feet)  VERTCON   
 RB1474  ___________________________________________________________________
 RB1474  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 RB1474  GEOID HEIGHT-         -21.85  (meters)                     GEOID03
 RB1474  HORZ ORDER  -  SECOND
 RB1474
 RB1474.The horizontal coordinates were established by classical geodetic methods
 RB1474.and adjusted by the National Geodetic Survey in October 1991.
 RB1474
 RB1474.The NAVD 88 height was computed by applying the VERTCON shift value to
 RB1474.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RB1474
 RB1474.The Laplace correction was computed from DEFLEC99 derived deflections.
 RB1474
 RB1474.The geoid height was determined by GEOID03.
 RB1474
 RB1474;                    North         East     Units Scale Factor Converg.
 RB1474;SPC OR N     -   239,183.935 2,550,737.401   MT  0.99995867   +0 27 46.8
 RB1474;SPC OR N     -   784,724.20  8,368,561.03   iFT  0.99995867   +0 27 46.8
 RB1474;SPC WA S     -    53,994.134   550,739.658   MT  1.00000369   +0 28 27.3
 RB1474;SPC WA S     -   177,145.75  1,806,885.03   sFT  1.00000369   +0 28 27.3
 RB1474;UTM  11      - 5,077,681.895   278,818.140   MT  1.00020147   -2 02 33.2
 RB1474
 RB1474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RB1474!SPC OR N     -   0.99998485  x   0.99995867  =   0.99994352
 RB1474!SPC WA S     -   0.99998485  x   1.00000369  =   0.99998854
 RB1474!UTM  11      -   0.99998485  x   1.00020147  =   1.00018632
 RB1474
 RB1474:                Primary Azimuth Mark                     Grid Az
 RB1474:SPC OR N     -  CROW                                     006 31 08.1
 RB1474:SPC WA S     -  CROW                                     006 30 27.6
 RB1474:UTM  11      -  CROW                                     009 01 28.1
 RB1474
 RB1474|---------------------------------------------------------------------|
 RB1474| PID    Reference Object                     Distance      Geod. Az  |
 RB1474|                                                           dddmmss.s |
 RB1474| RB1473 CROW                                APPROX. 3.6 KM 0065854.9 |
 RB1474| CF4625 CASTLE RM 1                           7.894 METERS 02205     |
 RB1474| RB1030 F 639                               APPROX. 1.8 KM 0520641.3 |
 RB1474| CF4626 CASTLE RM 2                          10.250 METERS 13014     |
 RB1474|---------------------------------------------------------------------|
 RB1474
 RB1474                          SUPERSEDED SURVEY CONTROL
 RB1474
 RB1474  NAD 83(1986)-  45 49 01.99085(N)    119 50 49.64467(W) AD(       ) 2
 RB1474  NAD 27      -  45 49 02.51400(N)    119 50 45.53300(W) AD(       ) 2
 RB1474  NGVD 29 (01/29/91)  117.5    (m)          385.     (f) VERT ANG    3  
 RB1474
 RB1474.Superseded values are not recommended for survey control.
 RB1474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1474.See file dsdata.txt to determine how the superseded data were derived.
 RB1474
 RB1474_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKL7881877682(NAD 83)
 RB1474_MARKER: DD = SURVEY DISK
 RB1474_SETTING: 80 = SET IN A BOULDER
 RB1474_SP_SET: BOULDER
 RB1474_STAMPING: CASTLE 1942
 RB1474_MARK LOGO: USE   
 RB1474_MAGNETIC: N = NO MAGNETIC MATERIAL
 RB1474_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RB1474_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RB1474+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2003
 RB1474
 RB1474  HISTORY     - Date     Condition        Report By
 RB1474  HISTORY     - 1942     MONUMENTED       USE
 RB1474  HISTORY     - 1942     GOOD             USE
 RB1474  HISTORY     - 1959     SEE DESCRIPTION  CGS
 RB1474  HISTORY     - 1961     SEE DESCRIPTION  USGS
 RB1474  HISTORY     - 1962     SEE DESCRIPTION  CGS
 RB1474  HISTORY     - 1978     SEE DESCRIPTION  NGS
 RB1474  HISTORY     - 19891104 GOOD             NGS
 RB1474  HISTORY     - 19900117 GOOD             MGSINC
 RB1474  HISTORY     - 20030703 GOOD             EVANS
 RB1474
 RB1474                          STATION DESCRIPTION
 RB1474
 RB1474'DESCRIBED BY US ENGINEERS 1942 (ANS)
 RB1474'STATION IS LOCATED ABOUT 1.6 MILES S OF CASTLE ROCK (A SIDING AND
 RB1474'STATION HOUSE ON THE UNION PACIFIC RAILROAD).  THE STATION IS ALSO
 RB1474'1.6 MILES S OF U.S. HIGHWAY 30 MILEPOST 166 (NUMBERED FROM
 RB1474'PORTLAND).  IT IS ON THE HIGHEST PART OF A SLIGHT RISE OF GROUND,
 RB1474'IN THE SW ANGLE OF A N-S AND E-W TRACK CROSSROADS, 75 FEET S OF
 RB1474'TWO CAIRNS.
 RB1474'
 RB1474'THE STATION IS MARKED BY A U.S.E. DISK SET IN A 6- BY 10-INCH
 RB1474'BURIED BOULDER.  IT PROJECTS 4 INCHES AND IS STAMPED CASTLE
 RB1474'1942.  THERE IS A WHITE REFERENCE POST 4 FEET NE OF THE STATION.
 RB1474'
 RB1474'THERE IS NO UNDERGROUND MARK.
 RB1474'
 RB1474'REFERENCE MARK NO.1 IS ABOUT 2 FEET LOWER THAN THE STATION SET
 RB1474'BETWEEN 4 SMALL BOULDERS IN A SMALL MOUND OF CONCRETE.  IT IS A
 RB1474'U.S.E. DISK STAMPED R.M. 1, 1942.
 RB1474'
 RB1474'REFERENCE MARK NO.2 IS ABOUT 2 FEET LOWER THAN THE STATION IN A
 RB1474'SLIGHT SWALE.  IT IS A U.S.E. DISK SET IN AN 8- BY 12-INCH BOULDER
 RB1474'AND IS STAMPED R.M. 2, 1942.
 RB1474'
 RB1474'STATION ROCK (U.S.E.) IS TO BE USED AS AN AZIMUTH.
 RB1474'
 RB1474'TO REACH THE STATION FROM CASTLE ROCK GO S ON A TRACK ROAD FOR
 RB1474'1.6 MILES TO A CROSS ROAD.  THE STATION IS IN THE SW ANGLE OF THE
 RB1474'CROSSROADS.
 RB1474
 RB1474                          STATION RECOVERY (1942)
 RB1474
 RB1474'RECOVERY NOTE BY US ENGINEERS 1942
 RB1474'RECOVERED IN GOOD CONDITION.
 RB1474
 RB1474                          STATION RECOVERY (1959)
 RB1474
 RB1474'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LGT)
 RB1474'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  A
 RB1474'NEW DESCRIPTION FOLLOWS.
 RB1474'
 RB1474'THE STATION IS LOCATED ABOUT 1.6 MILES S OF CASTLE (A SIDING AND
 RB1474'STATION HOUSE ON THE UNION PACIFIC RAILROAD), ABOUT 7 MILES WSW OF
 RB1474'BOARDMAN, AND ABOUT 0.4 MILES S OF U.S. HIGHWAY 30.  STATION IS ON
 RB1474'THE HIGHEST PART OF A SLIGHT RISE OF GROUND, IN THE SW ANGLE OF A
 RB1474'N-S AND E-W TRACK CROSSROADS, 75 FEET S OF 2 CAIRNS.
 RB1474'
 RB1474'STATION, STAMPED CASTLE 1942, IS A U.S. ARMY ENGINEERS CONTROL
 RB1474'STATION BRONZE DISK CEMENTED IN A DRILL HOLE IN A 6X10 INCH BURIED
 RB1474'BOULDER.  IT PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS 3.5
 RB1474'FEET SW OF A WHITE WITNESS POST.
 RB1474'
 RB1474'REFERENCE MARK NO. 1, STAMPED RM 1 1942, IS A U.S. ARMY ENGINEERS
 RB1474'REFERENCE MARK BRONZE DISK SET BETWEEN 4 SMALL BOULDERS IN A SMALL
 RB1474'MOUND OF CONCRETE.  IT IS ABOUT 2 FEET LOWER IN ELEVATION THAN THE
 RB1474'STATION.
 RB1474'
 RB1474'REFERENCE MARK NO. 2, STAMPED RM 2 1942, IS A U.S. ARMY ENGINEERS
 RB1474'REFERENCE MARK BRONZE DISK SET IN A DRILL HOLE IN AN 8X12 INCH
 RB1474'BOULDER.  IT IS ABOUT 2 FEET LOWER IN ELEVATION THAN THE STATION.
 RB1474'
 RB1474'STATION IS REACHED AS FOLLOWS--
 RB1474'
 RB1474'FROM THE BOARDMAN PUBLIC SCHOOL, GO S ON A PAVED ROAD 0.25 MILE
 RB1474'TO U.S. HIGHWAY 30.  TURN RIGHT (W) ON U.S. HIGHWAY 30, AND GO
 RB1474'6.0 MILES TO A TRACK ROAD AND WIRE GATE TO THE LEFT (S).  TURN
 RB1474'LEFT (S), PASS THROUGH GATE AND FOLLOW TRACK ROAD FOR 0.4 MILE TO
 RB1474'A TRACK CROSSROADS.  TURN RIGHT (W) AND GO 0.8 MILE TO TRACK
 RB1474'CROSSROADS AND STATION IN SW ANGLE OF CROSSROADS.
 RB1474'
 RB1474'STATION ROCK (U.S.E.) IS TO BE USED AS AN AZIMUTH.  THIS AZIMUTH
 RB1474'MARK WAS NOT SEARCHED FOR AT THIS TIME.
 RB1474'
 RB1474'DISTANCES AND DIRECTIONS TO REFERENCE MARKS WERE NOT MEASURED AT
 RB1474'THIS TIME.
 RB1474
 RB1474                          STATION RECOVERY (1961)
 RB1474
 RB1474'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 RB1474'IT IS LOCATED ABOUT 1.6 MI S OF CASTLE ROCK (AN ABANDONED RR
 RB1474'STATION ON THE UNION PACIFIC RR).  THE STATION IS ALSO LOCATED
 RB1474'ABOUT 1.6 MI S OF OLD U.S. HWY 30, AND ABOUT 0.6 MI S OF RELOCATED
 RB1474'HWY 30.  STATION IS ON THE HIGHEST PART OF A SLIGHT RISE OF GROUND
 RB1474'IN THE SW ANGLE OF A N-S AND E-W TRACK CROSSROADS, 75 FT S OF TWO
 RB1474'CAIRNS.
 RB1474
 RB1474                          STATION RECOVERY (1962)
 RB1474
 RB1474'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (FN)
 RB1474'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  REACHED FROM
 RB1474'BOARDMAN GO WEST ON U.S. HIGHWAY 30 FOR ABOUT 5.5 MILES, THIS IS
 RB1474'0.4 MILE WEST OF HIGHWAY MILE POST 157, GO SOUTH THROUGH A WIRE
 RB1474'GATE, GO SOUTH FOR 0.2 MILE TO THE POWER LINE, TURN RIGHT, WEST
 RB1474'ALONG THE POWER LINE, GO 0.6 MILE TO POWER LINE TOWER 5, TURN
 RB1474'LEFT, SOUTHWEST, GO 0.3 MILE TO THE STATION ON THE RIDGE, AND 3
 RB1474'FEET NORTH OF A METAL WITNESS POST.
 RB1474
 RB1474                          STATION RECOVERY (1978)
 RB1474
 RB1474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 RB1474'THE STATION MARK, AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 RB1474'CONDITION.  A DIFFERENCE WAS FOUND IN THE HORIZONTAL ANGLE TO
 RB1474'REFERENCE MARK NO. 1.  ORIGINALLY TRIANGULATION STATION ROCK (USE)
 RB1474'WAS USED FOR THE AZIMUTH MARK.  SINCE THE HIGHWAY HAS BEEN
 RB1474'RE-LOCATED, AND THE RAILROAD TRACKS ELEVATED, THE LINE OF SIGHT
 RB1474'BETWEEN CASTLE (USE) 1942, AND ROCK (USE) 1942 IS NO LONGER
 RB1474'VISIBLE FROM TRIPOD HEIGHT.  A NEW AZIMUTH WAS ESTABLISHED.
 RB1474'LANDMARKS HAVE CHANGED.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 RB1474'
 RB1474'TO REACH THE STATION FROM THE BOARDMAN CITY HALL, GO SOUTH ON
 RB1474'MAIN STREET FOR 0.15 MILE TO THE ENTRANCE TO THE FREEWAY, WESTBOUND,
 RB1474'TURN RIGHT, AND GO WEST ON INTERSTATE 80N FOR 4.8 MILES TO TOWER
 RB1474'ROAD, EXIT 159, GO SOUTH ON TOWER ROAD FOR 0.2 MILE TO AN OFF-SET
 RB1474'CROSSROAD, TURN SHARP RIGHT, AND GO NORTHWEST FOR 0.05 MILE TO A
 RB1474'GATE IN THE NORTH-SOUTH FENCE LINE, PASS THRU THE GATE, AND GO
 RB1474'WEST, UNDER THE POWER LINE FOR 2.0 MILES TO TOWER 1, LINE 1,
 RB1474'MILE 90, TURN LEFT, LEAVING THE POWER LINE, AND GO SOUTHWEST ON
 RB1474'A LESS TRAVELED TRACK ROAD FOR 0.45 MILE TO THE STATION.
 RB1474'
 RB1474'THE STATION MARK, STAMPED CASTLE 1942, IS A U.S. ENGINEERS CONTROL
 RB1474'STATION DISK CEMENTED IN A DRILL HOLE IN AN 8-INCH BY 8-INCH BOULDER
 RB1474'THAT PROJECTS 4-INCHES, 160 FEET SOUTH OF THE TRACK ROAD, WHERE THE
 RB1474'ROAD PASSES OVER THE RISE, 65 FEET SOUTH OF A STONE PILE, AND 5
 RB1474'FEET NORTH OF A METAL WITNESS POST.
 RB1474'
 RB1474'REFERENCE MARK NO. 1, STAMPED R M 1 1942, IS A U.S. ENGINEERS
 RB1474'REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN A BOULDER, 50 FEET
 RB1474'SOUTH OF THE STONE PILE, AND 1 FOOT LOWER THAN THE STATION.
 RB1474'
 RB1474'REFERENCE MARK NO. 2, STAMPED R M 2 1942, IS A U.S. ENGINEERS
 RB1474'REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN A 1 BY 1 FOOT
 RB1474'BOULDER THAT PROJECTS 3-INCHES, 25 FEET SOUTH OF THE WITNESS POST,
 RB1474'AND 1-FOOT LOWER THAN THE STATION.
 RB1474'
 RB1474'TO REACH BENCH MARK F 639, AZIMUTH MARK, FROM EXIT 159, GO WEST
 RB1474'ON INTERSTATE 80N FOR 1.3 MILES TO THE MARK ON THE RIGHT, 160 FEET
 RB1474'NORTHWEST OF MILEPOST NO. 158, 79 FEET NORTH OF THE CENTER OF THE
 RB1474'WESTBOUND LANES OF INTERSTATE 80N, AND 1 FOOT SOUTH OF A METAL
 RB1474'WITNESS POST, SET IN BEDROCK THAT PROJECTS 1-FOOT.
 RB1474'
 RB1474'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RB1474'7 MILES WEST OF BOARDMAN.
 RB1474
 RB1474                          STATION RECOVERY (1989)
 RB1474
 RB1474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 (CLN)
 RB1474'THE STATION, REFERENCE MARKS 1 AND 2 AND BENCH MARK F 639 WERE
 RB1474'RECOVERED IN GOOD CONDITION.  ALL MEASUREMENTS COMPARE FAVORABLY WITH
 RB1474'THE 1978 OBSERVATIONS EXCEPT THE DISTANCE TO REFERENCE MARK 1 DIFFERS
 RB1474'BY 0.009 METER.  (0.030 FT) AND EDM DISTANCE WAS TAKEN TO BENCH MARK F
 RB1474'639.  THE STATION IS LOCATED ABOUT 11.2 KM (6.95 MI) WSW OF BOARDMAN
 RB1474'2.6 KM (1.60 MI) SOUTHWEST OF CASTLE AND ABOUT 0.6 KM (0.35 MI) SOUTH
 RB1474'OF I 84.  TO REACH THE STATION FROM THE BOARDMAN CITY COLLEGE, GO
 RB1474'SOUTH ON MAIN STREET FOR 0.24 KM (0.15 MI) TO THE ENTRANCE TO FREEWAY.
 RB1474'TURN RIGHT AND GO WEST ON I 84 FOR 7.7 KM (4.80 MI) TO TOWER ROAD
 RB1474'(EXIT 159),  GO SOUTH ON TOWER ROAD FOR 0.3 KM (0.20 MI) TO AN OFFSET
 RB1474'CROSS ROAD, TURN SHARP RIGHT AND GO NORTHWEST 0.8 KM (0.50 MI) TO A
 RB1474'GATE, PASS THROUGH GATE AND GO WEST UNDER POWER FOR 3.2 KM (2.00 MI)
 RB1474'TO TOWER 1, LINE 1, MILE 90. TURN LEFT AND GO SOUTHWEST 0.72 KM (0.45
 RB1474'MI) TO A TO A RIDGE AND STATION.
 RB1474' 
 RB1474'THE STATION IS A USE DISK STAMPED--CASTLE 1942--, SET INTO PARTIALLY
 RB1474'EXPOSED BOULDER OF 0.3 METERS (1.0 FT) LARGEST DIMENSION.  THE STATION
 RB1474'IS LOCATED 20 METERS (65.6 FT) SOUTH FROM A LARGE CARIN, 0.84 METERS
 RB1474'(2.76 FT) EAST FROM A FIBERGLASS WITNESS POST.
 RB1474' 
 RB1474'REFERENCE MARK NO 1 IS A USE DISK STAMPED---RM 1 1942---, SET INTO
 RB1474'ROCK OUTCROP, 2 METERS (6.6 FT) LARGEST DIMENSION.  THE STATION IS
 RB1474'LOCATED 16 METERS (52.5 FT) SOUTH-SOUTHEAST FROM A LARGE CARIN AND 0.3
 RB1474'METERS (1.0 FT) LOWER THAN THE STATION.
 RB1474' 
 RB1474'REFERENCE MARK NO 2 IS A USE DISK STAMPED--RM 2 1942--, SET INTO
 RB1474'PARTIALLY EXPOSED BOULDER OF 0.4 METER (1.3 FT) LARGEST DIMENSION.
 RB1474'THE STATION IS LOCATED 29 METERS (95.1 FT) SOUTHEAST FROM A LARGE
 RB1474'CARIN AND 0.3 METERS (1.0 FT) LOWER THAN THE STATION.
 RB1474' 
 RB1474'THE AZIMUTH, A STANDARD CGS BENCH MARK DISK STAMPED---F 639 1968---,
 RB1474'IS SET INTO A ROCK OUTCROP, 3 FEET LARGEST DIMENSION.  IT IS 49 METERS
 RB1474'(160.8 FT) WNW FROM MILE POST 158  24 METERS (78.7 FT) NORTH OF THE
 RB1474'CENTERLINE OF THE WEST BOUND LANES OF I 84  6.1 METERS (20.0 FT) SOUTH
 RB1474'FROM A FENCE AND 0.3 METER (1.0 FT) SOUTH FROM A METAL WITNESS POST.
 RB1474'THE STATION IS LOCATED ABOUT 6.1 MILES (9.8 KM) WEST OF BOARDMAN ABOUT
 RB1474'0.5 MILE (0.8 KM) EAST OF CASTLE AND ON THE NORTH SODE OF I 84.  TO
 RB1474'REACH FROM THE POST OFFICE IN BOARDMAN GO SOUTH ON MAIN STREET FOR
 RB1474'0.24 KM (0.15 MI) TO THE ENTRANCE TO FREEWAY. TURN RIGHT AND GO WEST
 RB1474'ON I 84 FOR 9.7 KM (6.00 MI) TO THE MARK ON THE RIGHT.
 RB1474
 RB1474                          STATION RECOVERY (1990)
 RB1474
 RB1474'RECOVERY NOTE BY MINISTER AND GLAESER 1990
 RB1474'RECOVERED IN GOOD CONDITION.
 RB1474
 RB1474                          STATION RECOVERY (2003)
 RB1474
 RB1474'RECOVERY NOTE BY DAVID EVANS + ASSOC 2003 (JPW)
 RB1474'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0892 ***********************************************************************
 QC0892  DESIGNATION -  CASTLE ROCK
 QC0892  PID         -  QC0892
 QC0892  STATE/COUNTY-  OR/MALHEUR
 QC0892  USGS QUAD   -  CASTLE ROCK (1990)
 QC0892
 QC0892                         *CURRENT SURVEY CONTROL
 QC0892  ___________________________________________________________________
 QC0892* NAD 83(1991)-  44 01 16.83287(N)    118 10 58.00388(W)     ADJUSTED  
 QC0892* NAVD 88     -      2085.2    (meters)    6841.     (feet)  VERTCON   
 QC0892  ___________________________________________________________________
 QC0892  LAPLACE CORR-           2.95  (seconds)                    DEFLEC99
 QC0892  GEOID HEIGHT-         -17.86  (meters)                     GEOID03
 QC0892  HORZ ORDER  -  SECOND
 QC0892
 QC0892.The horizontal coordinates were established by classical geodetic methods
 QC0892.and adjusted by the National Geodetic Survey in October 1991.
 QC0892
 QC0892.The NAVD 88 height was computed by applying the VERTCON shift value to
 QC0892.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QC0892
 QC0892.The Laplace correction was computed from DEFLEC99 derived deflections.
 QC0892
 QC0892.The geoid height was determined by GEOID03.
 QC0892
 QC0892;                    North         East     Units Scale Factor Converg.
 QC0892;SPC OR S     -   264,145.256 1,685,766.166   MT  1.00000549   +1 35 07.2
 QC0892;SPC OR S     -   866,618.29  5,530,728.89   iFT  1.00000549   +1 35 07.2
 QC0892;SPC OR N     -    42,078.504 2,685,780.673   MT  1.00009310   +1 38 36.0
 QC0892;SPC OR N     -   138,052.83  8,811,616.38   iFT  1.00009310   +1 38 36.0
 QC0892;UTM  11      - 4,874,923.298   405,205.515   MT  0.99971052   -0 49 19.2
 QC0892
 QC0892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QC0892!SPC OR S     -   0.99967593  x   1.00000549  =   0.99968142
 QC0892!SPC OR N     -   0.99967593  x   1.00009310  =   0.99976900
 QC0892!UTM  11      -   0.99967593  x   0.99971052  =   0.99938655
 QC0892
 QC0892|---------------------------------------------------------------------|
 QC0892| PID    Reference Object                     Distance      Geod. Az  |
 QC0892|                                                           dddmmss.s |
 QC0892| CD7068 CASTLE ROCK RM 3                      6.057 METERS 10026     |
 QC0892| CD7067 CASTLE ROCK RM 1                     20.166 METERS 19847     |
 QC0892| QC0897 ANTELOPE MOUNTAIN LOT               APPROX.19.1 KM 2770824.6 |
 QC0892|---------------------------------------------------------------------|
 QC0892
 QC0892                          SUPERSEDED SURVEY CONTROL
 QC0892
 QC0892  NAD 83(1986)-  44 01 16.83672(N)    118 10 57.99752(W) AD(       ) 2
 QC0892  NAD 27      -  44 01 17.26552(N)    118 10 54.26663(W) AD(       ) 2
 QC0892  NGVD 29 (07/19/86) 2084.0    (m)         6837.     (f) VERT ANG    3  
 QC0892
 QC0892.Superseded values are not recommended for survey control.
 QC0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0892.See file dsdata.txt to determine how the superseded data were derived.
 QC0892
 QC0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ0520674923(NAD 83)
 QC0892_MARKER: Z = SEE DESCRIPTION
 QC0892_SETTING: 0 = UNSPECIFIED SETTING
 QC0892
 QC0892  HISTORY     - Date     Condition        Report By
 QC0892  HISTORY     - 1968     MONUMENTED       USGS
 QC0892
 QC0892                          STATION DESCRIPTION
 QC0892
 QC0892'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (FLA)
 QC0892'REACHED BY HELICOPTER.
 QC0892'
 QC0892'LOCATED ABOUT 31 MI. (AIRLINE) WNW. OF HARPER, ABOUT 20 MI. NNW. OF
 QC0892'JUNTURA, ABOUT 8 MI. NNW. OF BEULAH RESERVOIR DAM AND ON THE
 QC0892'HIGHEST POINT OF MOST PROMINENT FEATURE IN THE WHOLE AREA CASTLE
 QC0892'ROCK.
 QC0892'
 QC0892'A PROBABLE TO REACH DESCRIPTION FROM JUNTURA WOULD BE TO DRIVE
 QC0892'E. ON U.S. HIGHWAY 20 FOR ABOUT 1 MI. TO A RD. THAT RUNS N. TO
 QC0892'BEULAH RESERVOIR.  FROM BEULAH RESERVOIR DRIVE IN A NORTHWESTERLY
 QC0892'DIRECTION UP THE MALHEUR RIVER FOR ABOUT 6 OR 7 MI. TO A RANCH
 QC0892'ON THE RIGHT SIDE OF THE RD. IN THE AREA OF HORSE FLAT.  FROM
 QC0892'THIS AREA THERE IS WHAT APPEARS TO BE A WELL USED RD. THAT RUNS
 QC0892'TO THE NE. UP THE SIDE OF THE MOUNTAIN AND INTO THE SADDLE THAT
 QC0892'LIES DIRECTLY TO THE N. OF THE FEATURE KNOWN AS CASTLE ROCK.
 QC0892'FROM THE SADDLE IT IS NECESSARY TO PACK TO THE S. AND UP TO THE
 QC0892'HIGHEST GROUND AND THE AREA OF THE STATION SITE.
 QC0892'
 QC0892'STATION MARK--A STANDARD USC AND GS TABLET STAMPED CASTLE ROCK
 QC0892'1920 CEMENTED IN A DRILL HOLE IN THE ROCK OUTCROP.
 QC0892'
 QC0892'REFERENCE MARK NO. 1--A STANDARD USGS REFERENCE MARK TABLET
 QC0892'STAMPED NO 1 1966, CEMENTED IN A DRILL IN THE ROCK OUTCROP AND 6
 QC0892'FT. BELOW THE STATION MARK.
 QC0892'
 QC0892'REFERENCE MARK NO. 2--A USGS VABM TABLET CEMENTED IN DRILL HOLE
 QC0892'IN ROCK, 6.55 FT. FROM STATION UNDER A 6 FT. HIGH ROCK CAIRN IN
 QC0892'AZIMUTH 107 DEG 10 MIN 10 SEC.  (TABLET IS UNDER CENTER OF
 QC0892'CAIRN.  THIS IS POSSIBLY CASTLE ROCK CAIRN USGS.) (NOT OBSERVED
 QC0892'BY SECOND ORDER METHODS).
 QC0892'
 QC0892'REFERENCE MARK NO. 3--STANDARD USGS REFERENCE MARK TABLET STAMPED
 QC0892'NO 3 1968 CEMENTED IN A DRILL HOLE IN LARGE ROCK, AND 5.7
 QC0892'FT. BELOW THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2634 ***********************************************************************
 QE2634  DESIGNATION -  CASTLE ROCK
 QE2634  PID         -  QE2634
 QE2634  STATE/COUNTY-  OR/LANE
 QE2634  USGS QUAD   -  MC KENZIE BRIDGE (1989)
 QE2634
 QE2634                         *CURRENT SURVEY CONTROL
 QE2634  ___________________________________________________________________
 QE2634* NAD 83(1991)-  44 09 04.71621(N)    122 12 43.40975(W)     ADJUSTED  
 QE2634* NAVD 88     -      1161.7    (meters)    3811.     (feet)  VERTCON   
 QE2634  ___________________________________________________________________
 QE2634  LAPLACE CORR-           9.19  (seconds)                    DEFLEC99
 QE2634  GEOID HEIGHT-         -22.26  (meters)                     GEOID03
 QE2634  HORZ ORDER  -  THIRD
 QE2634
 QE2634.The horizontal coordinates were established by classical geodetic methods
 QE2634.and adjusted by the National Geodetic Survey in October 1991.
 QE2634
 QE2634.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE2634.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE2634
 QE2634.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2634
 QE2634.The geoid height was determined by GEOID03.
 QE2634
 QE2634;                    North         East     Units Scale Factor Converg.
 QE2634;SPC OR S     -   277,416.684 1,363,035.573   MT  1.00004198   -1 10 16.7
 QE2634;SPC OR S     -   910,159.72  4,471,901.49   iFT  1.00004198   -1 10 16.7
 QE2634;UTM  10      - 4,888,980.549   563,011.823   MT  0.99964883   +0 32 55.9
 QE2634
 QE2634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2634!SPC OR S     -   0.99982136  x   1.00004198  =   0.99986333
 QE2634!UTM  10      -   0.99982136  x   0.99964883  =   0.99947025
 QE2634
 QE2634|---------------------------------------------------------------------|
 QE2634| PID    Reference Object                     Distance      Geod. Az  |
 QE2634|                                                           dddmmss.s |
 QE2634| CS4148 CASTLE ROCK RM 2                      4.490 METERS 17233     |
 QE2634| CS4147 CASTLE ROCK RM 1                      5.044 METERS 26702     |
 QE2634|---------------------------------------------------------------------|
 QE2634
 QE2634                          SUPERSEDED SURVEY CONTROL
 QE2634
 QE2634  NAD 83(1986)-  44 09 04.72872(N)    122 12 43.42462(W) AD(       ) 3
 QE2634  NGVD 29 (04/26/90) 1160.6    (m)         3808.     (f) VERT ANG    3  
 QE2634
 QE2634.Superseded values are not recommended for survey control.
 QE2634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2634.See file dsdata.txt to determine how the superseded data were derived.
 QE2634
 QE2634_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP6301288981(NAD 83)
 QE2634_MARKER: DS = TRIANGULATION STATION DISK
 QE2634_SETTING: 66 = SET IN ROCK OUTCROP
 QE2634_SP_SET: SET IN BEDROCK
 QE2634_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QE2634+STABILITY: POSITION/ELEVATION WELL
 QE2634
 QE2634  HISTORY     - Date     Condition        Report By
 QE2634  HISTORY     - 1955     MONUMENTED       USGS
 QE2634
 QE2634                          STATION DESCRIPTION
 QE2634
 QE2634'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 QE2634'LOCATED 3 MI SW. OF MCKENZIE BRIDGE, 1.5 MI S. OF MCKENZIE RIVER.
 QE2634'ON PARTIALLY BARE TOP.
 QE2634'
 QE2634'TO REACH FROM MCKENZIE BRIDGE POST OFFICE, DRIVE 0.3 MI E. ALONG
 QE2634'STATE HWY. 126 TO GRAVEL RD.  TURN RIGHT 1.4 MI TO RD. FORKS JUST
 QE2634'PAST HORSE CREEK BRIDGE.  TURN RIGHT 0.9 MI TO DIRT RD. S.  TURN
 QE2634'LEFT FOLLOWNG RD. ALONG TELEPHONE LINE 1.5 MI TO TRAIL LEFT AND
 QE2634'END OF RD.  PACK UP CASTLE ROCK TRAIL 1 MI TO TRAIL FORKS IN
 QE2634'SADDLE.  TURN RIGHT 2 MI TO USFS LOH AND STATION.  ABOUT A 2-HOUR
 QE2634'PACK.
 QE2634'STATION MARK--STANDARD TABLET STAMPED---CASTLE ROCK 1955---, IN
 QE2634'SOLID ROCK.
 QE2634'
 QE2634'RM 1--IRON BOLT WITH CROSS STAMPED---NO 1 1955---, HOLDING
 QE2634'SOUTHWEST GUY CABLE OF LO.
 QE2634'
 QE2634'RM 2--DRILL HOLE IN BOULDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0891 ***********************************************************************
 QC0891  DESIGNATION -  CASTLE ROCK CAIRN
 QC0891  PID         -  QC0891
 QC0891  STATE/COUNTY-  OR/MALHEUR
 QC0891  USGS QUAD   -  CASTLE ROCK (1990)
 QC0891
 QC0891                         *CURRENT SURVEY CONTROL
 QC0891  ___________________________________________________________________
 QC0891* NAD 83(1991)-  44 01 16.83941(N)    118 10 58.09021(W)     ADJUSTED  
 QC0891* NAVD 88     -      2085.2    (meters)    6841.     (feet)  VERTCON   
 QC0891  ___________________________________________________________________
 QC0891  LAPLACE CORR-           2.95  (seconds)                    DEFLEC99
 QC0891  GEOID HEIGHT-         -17.86  (meters)                     GEOID03
 QC0891  HORZ ORDER  -  THIRD
 QC0891
 QC0891.The horizontal coordinates were established by classical geodetic methods
 QC0891.and adjusted by the National Geodetic Survey in October 1991.
 QC0891
 QC0891.The NAVD 88 height was computed by applying the VERTCON shift value to
 QC0891.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QC0891
 QC0891.The Laplace correction was computed from DEFLEC99 derived deflections.
 QC0891
 QC0891.The geoid height was determined by GEOID03.
 QC0891
 QC0891;                    North         East     Units Scale Factor Converg.
 QC0891;SPC OR S     -   264,145.405 1,685,764.239   MT  1.00000549   +1 35 07.1
 QC0891;SPC OR S     -   866,618.78  5,530,722.57   iFT  1.00000549   +1 35 07.1
 QC0891;SPC OR N     -    42,078.651 2,685,778.745   MT  1.00009310   +1 38 36.0
 QC0891;SPC OR N     -   138,053.32  8,811,610.06   iFT  1.00009310   +1 38 36.0
 QC0891;UTM  11      - 4,874,923.528   405,203.596   MT  0.99971052   -0 49 19.3
 QC0891
 QC0891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QC0891!SPC OR S     -   0.99967593  x   1.00000549  =   0.99968142
 QC0891!SPC OR N     -   0.99967593  x   1.00009310  =   0.99976900
 QC0891!UTM  11      -   0.99967593  x   0.99971052  =   0.99938655
 QC0891
 QC0891                          SUPERSEDED SURVEY CONTROL
 QC0891
 QC0891  NAD 83(1986)-  44 01 16.84101(N)    118 10 58.08188(W) AD(       ) 3
 QC0891  NAD 27      -  44 01 17.29800(N)    118 10 54.36600(W) AD(       ) 3
 QC0891  NGVD 29 (07/19/86) 2084.0    (m)         6837.     (f) VERT ANG    3  
 QC0891
 QC0891.Superseded values are not recommended for survey control.
 QC0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0891.See file dsdata.txt to determine how the superseded data were derived.
 QC0891
 QC0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ0520474924(NAD 83)
 QC0891
 QC0891  HISTORY     - Date     Condition        Report By
 QC0891  HISTORY     - 1920     MONUMENTED       USGS
 QC0891
 QC0891                          STATION DESCRIPTION
 QC0891
 QC0891'DESCRIBED BY US GEOLOGICAL SURVEY 1920
 QC0891'SEE STATION CASTLE ROCK USGS
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0908 ***********************************************************************
 PC0908  DESIGNATION -  CASTLE ROCK RESET
 PC0908  PID         -  PC0908
 PC0908  STATE/COUNTY-  OR/LANE
 PC0908  USGS QUAD   -  DORENA LAKE (1986)
 PC0908
 PC0908                         *CURRENT SURVEY CONTROL
 PC0908  ___________________________________________________________________
 PC0908* NAD 83(1991)-  43 50 34.91312(N)    122 53 30.60795(W)     ADJUSTED  
 PC0908* NAVD 88     -      1128.7    (meters)    3703.     (feet)  VERTCON   
 PC0908  ___________________________________________________________________
 PC0908  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 PC0908  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 PC0908  HORZ ORDER  -  SECOND
 PC0908
 PC0908.The horizontal coordinates were established by classical geodetic methods
 PC0908.and adjusted by the National Geodetic Survey in October 1991.
 PC0908
 PC0908.The NAVD 88 height was computed by applying the VERTCON shift value to
 PC0908.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PC0908
 PC0908.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC0908
 PC0908.The geoid height was determined by GEOID03.
 PC0908
 PC0908;                    North         East     Units Scale Factor Converg.
 PC0908;SPC OR S     -   244,509.522 1,307,688.020   MT  0.99996390   -1 38 10.9
 PC0908;SPC OR S     -   802,196.59  4,290,315.03   iFT  0.99996390   -1 38 10.9
 PC0908;UTM  10      - 4,854,444.612   508,694.820   MT  0.99960093   +0 04 29.7
 PC0908
 PC0908!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC0908!SPC OR S     -   0.99982666  x   0.99996390  =   0.99979057
 PC0908!UTM  10      -   0.99982666  x   0.99960093  =   0.99942766
 PC0908
 PC0908|---------------------------------------------------------------------|
 PC0908| PID    Reference Object                     Distance      Geod. Az  |
 PC0908|                                                           dddmmss.s |
 PC0908| PC0909 CASTLE ROCK LOOKOUT TOWER            18.680 METERS 17217     |
 PC0908| PC0962 WARDS 2                             APPROX.24.5 KM 2405747.4 |
 PC0908| CD9177 CASTLE ROCK RM 1                      3.157 METERS 24727     |
 PC0908| CD9176 CASTLE ROCK AZ MK                                  2635749.5 |
 PC0908| PC0917 SAN FRANCISCO PORTLAND BCN 45       APPROX.13.0 KM 3032604.8 |
 PC0908| QE2182 SAN FRANCISCO PORTLAND BCN 46       APPROX.25.9 KM 3343143.3 |
 PC0908| CD9178 CASTLE ROCK RM 2                      4.831 METERS 34538     |
 PC0908|---------------------------------------------------------------------|
 PC0908
 PC0908                          SUPERSEDED SURVEY CONTROL
 PC0908
 PC0908  NAD 83(1986)-  43 50 34.92651(N)    122 53 30.63170(W) AD(       ) 2
 PC0908  NAD 27      -  43 50 35.47300(N)    122 53 26.36400(W) AD(       ) 2
 PC0908  NGVD 29 (07/19/86) 1127.5    (m)         3699.     (f) VERT ANG    3  
 PC0908
 PC0908.Superseded values are not recommended for survey control.
 PC0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0908.See file dsdata.txt to determine how the superseded data were derived.
 PC0908
 PC0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP0869554445(NAD 83)
 PC0908_MARKER: DS = TRIANGULATION STATION DISK
 PC0908_SETTING: 66 = SET IN ROCK OUTCROP
 PC0908_STAMPING: CASTLE ROCK USE 1940 1980
 PC0908_MARK LOGO: NGS   
 PC0908
 PC0908  HISTORY     - Date     Condition        Report By
 PC0908  HISTORY     - 1980     MONUMENTED       NGS
 PC0908
 PC0908                          STATION DESCRIPTION
 PC0908
 PC0908'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 PC0908'REFERENCE MARK 1 WAS RECOVERED IN GOOD CONDITION.  THE OUTER PART OF
 PC0908'THE DISK TO RM 2 HAS BEEN TORN OFF BY VANDALS.  THE STATION
 PC0908'DISK HAD BEEN REMOVED BUT THE DRILL HOLE WITH PART OF THE SHANK
 PC0908'REMAINS.  A NEW CENTER MARK WAS PUT IN AT THIS TIME.  THE
 PC0908'AZIMUTH MARK WAS SEARCHED FOR BUT WAS NOT RECOVERED.
 PC0908'
 PC0908'THE STATION IS LOCATED ON BEAR MOUNTAIN ABOUT 9 MILES EAST-NORTHEAST
 PC0908'OF COTTAGE GROVE, 8 MILES SOUTHWEST OF LOWELL, AND ON PROPERTY OWNED
 PC0908'BY GEORGIA PACIFIC CORPORATION.
 PC0908'
 PC0908'TO REACH THE STATION FROM COTTAGE GROVE GO NORTH ON I-5 FOR 1.8 MILES
 PC0908'TO THE SAGINAW EXIT, TAKE THE EXIT AND GO 0.05 MILES TO A T JUNCTION,
 PC0908'TURN LEFT ON SEARS ROAD AND GO 0.7 MILE TO A FORK, TAKE RIGHT FORK,
 PC0908'MEYER ROAD, AND GO 1.25 MILES TO A ROAD FORK, TAKE LEFT FORK AND GO
 PC0908'0.65 MILE TO A GATE, KEY AND PERMISSION TO ENTER CAN BE OBTAINED FROM
 PC0908'THE GEORGIA PACIFIC CORP IN SPRINGFIELD, PASS THROUGH THE GATE AND GO
 PC0908'7.1 MILES TO A ROAD FORK, TAKE LEFT FORK AND GO 0.15 MILE TO A FORK,
 PC0908'TAKE RIGHT FORK UPHILL FOR 0.35 MILE TO THE TOP OF THE HILL AND THE
 PC0908'STATION.
 PC0908'
 PC0908'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
 PC0908'---CASTLE ROCK USE 1940 1980---SET INTO ROCK OUTCROP LOCATED 19.51
 PC0908'METERS (64.0 FEET) N FROM THE NW CORNER OF BLUE BUILDING UNDER
 PC0908'MICROWAVE MAST, 4.11 METERS (13.5 FEET) N FROM A 6 INCH IN DIAMETER
 PC0908'FIR, 5.5 METERS (18 FEET) E FROM A 14 INCH FIR TREE, AND 1.28 METERS
 PC0908'(4.2 FEET) SW FROM A METAL WITNESS POST.
 PC0908'
 PC0908'REFERENCE MARK NO. 1 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 PC0908'NOS) DISK STAMPED---CASTLE ROCK 1940 NO 1---SET INTO ROCK OUTCROP
 PC0908'LOCATED 18.9 METERS (62 FEET) NNW FROM THE NORTHWEST CORNER OF A
 PC0908'METAL BUILDING, 1.8 METERS (6 FEET) E FROM A 14 INCH IN DIAMETER FIR
 PC0908'TREE, AND 0.46 METER (1.5 FEET) LOWER THAN THE STATION.
 PC0908'
 PC0908'REFERENCE MARK NO. 2 IS THE CENTER PART OF A USC AND GS REFERENCE
 PC0908'MARK DISK SET INTO A PARTIALLY EXPOSED BOULDER.  THE CROSS HATCH OF
 PC0908'THE ARROW REMAINS.  THE MARK IS LOCATED 4.9 METERS (16 FEET) NNW FROM
 PC0908'THE HIGHEST PART OF THE ROCK OUTCROP AND 1.2 METERS (4 FEET) LOWER
 PC0908'THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2604 ***********************************************************************
 RC2604  DESIGNATION -  CAT
 RC2604  PID         -  RC2604
 RC2604  STATE/COUNTY-  OR/GILLIAM
 RC2604  USGS QUAD   -  QUINTON (1971)
 RC2604
 RC2604                         *CURRENT SURVEY CONTROL
 RC2604  ___________________________________________________________________
 RC2604* NAD 83(1991)-  45 41 49.76225(N)    120 30 17.19561(W)     ADJUSTED  
 RC2604* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 RC2604  ___________________________________________________________________
 RC2604  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 RC2604  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 RC2604  HORZ ORDER  -  SECOND
 RC2604
 RC2604.The horizontal coordinates were established by classical geodetic methods
 RC2604.and adjusted by the National Geodetic Survey in October 1991.
 RC2604
 RC2604.The orthometric height was scaled from a topographic map.
 RC2604
 RC2604.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2604
 RC2604.The geoid height was determined by GEOID03.
 RC2604
 RC2604;                    North         East     Units Scale Factor Converg.
 RC2604;SPC OR N     -   225,635.278 2,499,628.002   MT  0.99993710   -0 00 12.2
 RC2604;SPC OR N     -   740,273.22  8,200,879.27   iFT  0.99993710   -0 00 12.2
 RC2604;SPC WA S     -    40,439.548   499,627.966   MT  1.00003365   -0 00 12.5
 RC2604;SPC WA S     -   132,675.42  1,639,196.09   sFT  1.00003365   -0 00 12.5
 RC2604;UTM  10      - 5,063,428.559   694,260.885   MT  1.00006397   +1 47 10.6
 RC2604
 RC2604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2604!SPC OR N     -   1.00000322  x   0.99993710  =   0.99994032
 RC2604!SPC WA S     -   1.00000322  x   1.00003365  =   1.00003687
 RC2604!UTM  10      -   1.00000322  x   1.00006397  =   1.00006719
 RC2604
 RC2604                          SUPERSEDED SURVEY CONTROL
 RC2604
 RC2604  NAD 83(1986)-  45 41 49.77293(N)    120 30 17.18895(W) AD(       ) 2
 RC2604  NAD 27      -  45 41 50.32000(N)    120 30 13.00000(W) AD(       ) 2
 RC2604
 RC2604.Superseded values are not recommended for survey control.
 RC2604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2604.See file dsdata.txt to determine how the superseded data were derived.
 RC2604
 RC2604_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR9426163429(NAD 83)
 RC2604
 RC2604  HISTORY     - Date     Condition        Report By
 RC2604  HISTORY     - 1941     MONUMENTED       USE
 RC2604  HISTORY     - 1968     SEE DESCRIPTION  CGS
 RC2604  HISTORY     - 1971     SEE DESCRIPTION  USGS
 RC2604
 RC2604                          STATION DESCRIPTION
 RC2604
 RC2604'DESCRIBED BY US ENGINEERS 1941 (JCS)
 RC2604'STATION WAS USED FOR CHECK ANGLE OF THE U.S. ENGINEERS WORK ALONG
 RC2604'THE COLUMBIA RIVER, TIED IN WITH THE MARYHILL-LEAVENWORTH,
 RC2604'WASHINGTON ARC.  IT IS ABOUT 13 MILES W BY S OF ARLINGTON, ABOUT
 RC2604'0.4 MILE W BY N OF QUINTON RAILROAD STATION, ABOUT 100 FEET S OF
 RC2604'WATERS EDGE OF THE COLUMBIA RIVER.  IN THE CENTER AND HIGHEST
 RC2604'POINT OF VERY PROMINENT ROCK OUTCROPS.
 RC2604'
 RC2604'REACHED FROM THE QUINTON RAILROAD STATION, BY GOING W ON
 RC2604'U.S. HIGHWAY 30 FOR ABOUT 0.25 MILE, TO A POINT FOUR TELEPHONE
 RC2604'POLES E OF THE FIRST SEMAPHORE W OF QUINTON.  FROM HERE CROSS
 RC2604'FENCE AND GO ABOUT 600 FEET N TO HIGHEST POINT AND STATION.  MARK
 RC2604'IS A BLOB OF CONCRETE WITH A SPIKE IN CENTER, WITH U.S.E.D. CAT
 RC2604'1935 SCRATCHED IN THE CONCRETE.
 RC2604
 RC2604                          STATION RECOVERY (1968)
 RC2604
 RC2604'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RBM)
 RC2604'THE STATION WAS LOCATED ABOUT 1/2 MILE NORTHEAST OF THE OLD
 RC2604'TOWN OF QUINTON, ON THE SOUTH SHORE OF THE COLUMBIA RIVER, ON
 RC2604'THE TOP EDGE OF A ROCKY BLUFF ABOUT 50 FEET ABOVE THE RIVER.  THE
 RC2604'STATION SITE IS NOW OCCUPIED BY A CONCRETE BASE OF A FIXED AID
 RC2604'TO NAVIGATION AND WILL BE INUNDATED WHEN THE COLUMBIA RIVER WILL
 RC2604'BE IMPOUNDED BY JOHN DAY DAM.
 RC2604'
 RC2604'THE STATION SHOULD BE CONSIDERED LOST.
 RC2604'
 RC2604'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RC2604'1/2 MILE NORTH EAST OF QUINTON.
 RC2604
 RC2604                          STATION RECOVERY (1971)
 RC2604
 RC2604'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 RC2604'THIS MARK IS UNDER THE WATERLINE OF LAKE UMATILLA AND COULD
 RC2604'NOT BE SEARCHED FOR.  A RIVER NAVIGATION LIGHT WAS INTERSECTED
 RC2604'AND FALLS AT THE SAME POSITION SO IT IS ASSUMED THE LIGHT IS
 RC2604'APPROXIMATELY OVER THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2111 ***********************************************************************
 QE2111  DESIGNATION -  CATE
 QE2111  PID         -  QE2111
 QE2111  STATE/COUNTY-  OR/POLK
 QE2111  USGS QUAD   -  FALLS CITY (1974)
 QE2111
 QE2111                         *CURRENT SURVEY CONTROL
 QE2111  ___________________________________________________________________
 QE2111* NAD 83(1991)-  44 46 00.89266(N)    123 22 55.29502(W)     ADJUSTED  
 QE2111* NAVD 88     -        96.     (meters)     315.     (feet)  VERTCON   
 QE2111  ___________________________________________________________________
 QE2111  LAPLACE CORR-          -7.57  (seconds)                    DEFLEC99
 QE2111  GEOID HEIGHT-         -22.01  (meters)                     GEOID03
 QE2111  HORZ ORDER  -  SECOND
 QE2111
 QE2111.The horizontal coordinates were established by classical geodetic methods
 QE2111.and adjusted by the National Geodetic Survey in October 1991.
 QE2111
 QE2111.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE2111.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE2111
 QE2111.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2111
 QE2111.The geoid height was determined by GEOID03.
 QE2111
 QE2111;                    North         East     Units Scale Factor Converg.
 QE2111;SPC OR N     -   126,330.096 2,271,908.766   MT  0.99991903   -2 02 38.0
 QE2111;SPC OR N     -   414,468.82  7,453,768.92   iFT  0.99991903   -2 02 38.0
 QE2111;UTM  10      - 4,957,129.076   469,768.648   MT  0.99961124   -0 16 08.5
 QE2111
 QE2111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2111!SPC OR N     -   0.99998840  x   0.99991903  =   0.99990743
 QE2111!UTM  10      -   0.99998840  x   0.99961124  =   0.99959964
 QE2111
 QE2111                          SUPERSEDED SURVEY CONTROL
 QE2111
 QE2111  NAD 83(1986)-  44 46 00.91825(N)    123 22 55.31300(W) AD(       ) 2
 QE2111  NAD 27      -  44 46 01.49067(N)    123 22 50.94524(W) AD(       ) 2
 QE2111  NGVD 29 (07/19/86)   95.     (m)          312.     (f) VERT ANG    3  
 QE2111
 QE2111.Superseded values are not recommended for survey control.
 QE2111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2111.See file dsdata.txt to determine how the superseded data were derived.
 QE2111
 QE2111_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ6976957129(NAD 83)
 QE2111
 QE2111  HISTORY     - Date     Condition        Report By
 QE2111  HISTORY     - 1974     MONUMENTED       OR-053
 QE2111
 QE2111                          STATION DESCRIPTION
 QE2111
 QE2111'DESCRIBED BY POLK COUNTY OREGON 1974 (DB)
 QE2111'THE STATION IS LOCATED IN POLK COUNTY, OREGON, IN THE NORTHEAST
 QE2111'QUARTER OF SECTION 26, TOWNSHIP 9 SOUTH, RANGE 6 WEST OF THE
 QE2111'WILLAMETTE MERIDIAN.
 QE2111'
 QE2111'TO REACH STATION CATES FROM THE INTERSECTION OF STATE HIGHWAY 99W
 QE2111'AND STATE HIGHWAY 51 IN MONMOUTH, TRAVEL SOUTH ON 99W 7.25 MILES
 QE2111'TO THE SUVER INTERSECTION.  TURN RIGHT ON MARKET ROAD 7 AND TRAVEL
 QE2111'5.9 MILES TO AIRLIE.  CONTINUE THROUGH AIRLIE 2 MILES TO THE
 QE2111'INTERSECTION OF M-7 AND M-15.  TURN LEFT ON M-15 AND TRAVEL 2.1
 QE2111'MILES TO THE STATION ON THE LEFT.
 QE2111'
 QE2111'THE STATION IS A 12 IN CONCRETE MONUMENT WITH A POLK COUNTY BRASS
 QE2111'CAP SET FLUSH WITH THE GROUND AND STAMPED--CATES 26A 96 1972.  IT
 QE2111'IS LOCATED 56 FEET NORTHEASTERLY FROM A FARM ROADWAY.  2 FEET
 QE2111'NORTHWESTERLY FROM THE FENCE.  28 FEET SOUTHEASTERLY FROM THE
 QE2111'CENTERLINE OF M-15.  AND 3.5 FEET WESTERLY FROM THE WITNESS POST.
 QE2111'
 QE2111'R.M. 1 IS A 5/8 IN X 30 IN REBAR WITH A POLK COUNTY ALUMINUM CAP
 QE2111'SET IN CONCRETE 2 FEET FROM THE FENCE.  28 FEET FROM THE CENTER
 QE2111'OF THE ROAD.  80 FEET SOUTHWESTERLY FROM AN ANCHOR POST AND ONE
 QE2111'FOOT NORTHERLY FROM A WHITE WITNESS POST.
 QE2111'
 QE2111'R.M. 2 IS A 5/8 IN X 30 IN REBAR WITH A POLK COUNTY ALUMINUM CAP
 QE2111'SET IN CONCRETE 1.5 FEET FROM THE FENCE.  28.9 FEET FROM THE
 QE2111'CENTERLINE OF M-15.  29 FEET NORTHEASTERLY FROM AN ANCHOR POST AND
 QE2111'1 FOOT SOUTH OF A WHITE WITNESS POST.
 QE2111'
 QE2111'HEIGHT OF LIGHT ABOVE STATION MARK 1.96 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC2809 ***********************************************************************
 SC2809  DESIGNATION -  CATH PRAIRIE CH DAYBEACON 17
 SC2809  PID         -  SC2809
 SC2809  STATE/COUNTY-  OR/CLATSOP
 SC2809  USGS QUAD   -  CATHLAMET BAY (1984)
 SC2809
 SC2809                         *CURRENT SURVEY CONTROL
 SC2809  ___________________________________________________________________
 SC2809* NAD 83(1991)-  46 12 45.61196(N)    123 37 54.14939(W)     ADJUSTED  
 SC2809* NAVD 88     -         6.9    (meters)      23.     (feet)  VERTCON   
 SC2809  ___________________________________________________________________
 SC2809  LAPLACE CORR-          12.36  (seconds)                    DEFLEC99
 SC2809  GEOID HEIGHT-         -22.37  (meters)                     GEOID03
 SC2809  HORZ ORDER  -  THIRD
 SC2809
 SC2809.The horizontal coordinates were established by classical geodetic methods
 SC2809.and adjusted by the National Geodetic Survey in October 1991.
 SC2809
 SC2809.The NAVD 88 height was computed by applying the VERTCON shift value to
 SC2809.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SC2809
 SC2809.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2809
 SC2809.The geoid height was determined by GEOID03.
 SC2809
 SC2809;                    North         East     Units Scale Factor Converg.
 SC2809;SPC OR N     -   287,617.883 2,258,384.420   MT  1.00006106   -2 13 15.5
 SC2809;SPC OR N     -   943,628.23  7,409,397.70   iFT  1.00006106   -2 13 15.5
 SC2809;SPC WA S     -   102,534.357   258,417.703   MT  0.99993560   -2 16 29.5
 SC2809;SPC WA S     -   336,398.14    847,825.41   sFT  0.99993560   -2 16 29.5
 SC2809;UTM  10      - 5,117,870.949   451,273.157   MT  0.99962919   -0 27 21.8
 SC2809
 SC2809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2809!SPC OR N     -   1.00000242  x   1.00006106  =   1.00006348
 SC2809!SPC WA S     -   1.00000242  x   0.99993560  =   0.99993802
 SC2809!UTM  10      -   1.00000242  x   0.99962919  =   0.99963161
 SC2809
 SC2809                          SUPERSEDED SURVEY CONTROL
 SC2809
 SC2809  NAD 83(1986)-  46 12 45.62382(N)    123 37 54.13848(W) AD(       ) 4
 SC2809  NGVD 29 (05/10/91)    5.9    (m)           19.     (f) VERT ANG    3  
 SC2809
 SC2809.Superseded values are not recommended for survey control.
 SC2809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2809.See file dsdata.txt to determine how the superseded data were derived.
 SC2809
 SC2809_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS5127317871(NAD 83)
 SC2809_MARKER: 16 = DAYBEACON
 SC2809_MARK LOGO: MGSINC
 SC2809_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SC2809+SATELLITE: SATELLITE OBSERVATIONS - 1990
 SC2809
 SC2809  HISTORY     - Date     Condition        Report By
 SC2809  HISTORY     - 1990     FIRST OBSERVED   MGSINC
 SC2809
 SC2809                          STATION DESCRIPTION
 SC2809
 SC2809'DESCRIBED BY MINISTER AND GLAESER 1990
 SC2809'THE STATION, CATHLAMET BAY PRAIRIE CHANNEL DAYBEACON 17, IS
 SC2809'LOCATED IN CATHLAMET BAY OF THE COLUMBIA RIVER NEAR THE
 SC2809'EAST END OF SEAL ISLAND.  THE STATION IS LOCATED UPSTREAM FROM
 SC2809'ASTORIA, OREGON AND IS APPROXIMATELY 6.5 MILES EAST OF
 SC2809'TONGUE POINT.  THE STATION IS THE MID-POINT OF THE TOP EDGE
 SC2809'OF THE SOUTHERLY RECTANGULAR DAYBOARD WHICH IS MOUNTED
 SC2809'ON A WOODEN PILE STRUCTURE. THE DAY BOARD IS GREEN IN COLOR AND
 SC2809'IS IDENTIFIED WITH THE NUMBER 17.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC1060 ***********************************************************************
 PC1060  DESIGNATION -  CATHCART
 PC1060  PID         -  PC1060
 PC1060  STATE/COUNTY-  OR/COOS
 PC1060  USGS QUAD   -  COOS MOUNTAIN (1990)
 PC1060
 PC1060                         *CURRENT SURVEY CONTROL
 PC1060  ___________________________________________________________________
 PC1060* NAD 83(1991)-  43 21 04.42613(N)    123 58 57.68683(W)     ADJUSTED  
 PC1060* NAVD 88     -       560.4    (meters)    1839.     (feet)  VERTCON   
 PC1060  ___________________________________________________________________
 PC1060  LAPLACE CORR-           9.86  (seconds)                    DEFLEC99
 PC1060  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 PC1060  HORZ ORDER  -  SECOND
 PC1060
 PC1060.The horizontal coordinates were established by classical geodetic methods
 PC1060.and adjusted by the National Geodetic Survey in October 1991.
 PC1060
 PC1060.The NAVD 88 height was computed by applying the VERTCON shift value to
 PC1060.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PC1060
 PC1060.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC1060
 PC1060.The geoid height was determined by GEOID03.
 PC1060
 PC1060;                    North         East     Units Scale Factor Converg.
 PC1060;SPC OR S     -   192,995.421 1,217,750.605   MT  0.99989967   -2 22 57.6
 PC1060;SPC OR S     -   633,187.08  3,995,244.77   iFT  0.99989967   -2 22 57.6
 PC1060;UTM  10      - 4,800,288.289   420,360.000   MT  0.99967802   -0 40 28.6
 PC1060
 PC1060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC1060!SPC OR S     -   0.99991594  x   0.99989967  =   0.99981562
 PC1060!UTM  10      -   0.99991594  x   0.99967802  =   0.99959399
 PC1060
 PC1060|---------------------------------------------------------------------|
 PC1060| PID    Reference Object                     Distance      Geod. Az  |
 PC1060|                                                           dddmmss.s |
 PC1060| PC1062 CATHCART RM N COPPER TACK             9.540 METERS 02340     |
 PC1060| CD9181 CATHCART RM 3                         6.072 METERS 07256     |
 PC1060| CD9051 CATHCART RM E COPPER TACK             4.600 METERS 08758     |
 PC1060| CD9179 CATHCART AZ MK                                     0984454.1 |
 PC1060| CD9180 CATHCART AZ MK RESET                               1264151.2 |
 PC1060| CD9182 CATHCART RM 4                         6.060 METERS 14735     |
 PC1060|---------------------------------------------------------------------|
 PC1060
 PC1060                          SUPERSEDED SURVEY CONTROL
 PC1060
 PC1060  NAD 83(1986)-  43 21 04.42379(N)    123 58 57.72417(W) AD(       ) 2
 PC1060  NAD 27      -  43 21 05.02300(N)    123 58 53.36100(W) AD(       ) 2
 PC1060  NGVD 29 (07/19/86)  559.3    (m)         1835.     (f) VERT ANG    3  
 PC1060
 PC1060.Superseded values are not recommended for survey control.
 PC1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC1060.See file dsdata.txt to determine how the superseded data were derived.
 PC1060
 PC1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP2036000288(NAD 83)
 PC1060_MARKER: Z = SEE DESCRIPTION
 PC1060_SETTING: 0 = UNSPECIFIED SETTING
 PC1060
 PC1060  HISTORY     - Date     Condition        Report By
 PC1060  HISTORY     - 1906     MONUMENTED       USGS
 PC1060  HISTORY     - 1942     SEE DESCRIPTION  CGS
 PC1060  HISTORY     - 1945     SEE DESCRIPTION  CGS
 PC1060  HISTORY     - 1953     SEE DESCRIPTION  CGS
 PC1060
 PC1060                          STATION DESCRIPTION
 PC1060
 PC1060'DESCRIBED BY US GEOLOGICAL SURVEY 1906 (JSH)
 PC1060'ON A WOODED SUMMIT OF THE SAME NAME, ABOUT 11 MILES E OF
 PC1060'MARSHFIELD.  THE STATION, AN OLD STATION OF THE U.S. GEOLOGICAL
 PC1060'SURVEY, IS MARKED AT THE SURFACE BY A BRONZE DISK IN A
 PC1060'BOULDER.  UNDERGROUND MARK IS MARKED BY A COPPER BOLT IN A BOULDER
 PC1060'2-1/2 FEET BELOW THE SURFACE.
 PC1060'
 PC1060'TWO REFERENCE MARKS, EACH CONSISTING OF A COPPER BOLT IN A BLAZED
 PC1060'STUMP, ARE, RESPECTIVELY, 8.05 METERS (26.4 FEET) FROM THE STATION
 PC1060'IN AZIMUTH 40 DEG 04 MIN AND 7.04 METERS (23.1 FEET) IN AZIMUTH 343
 PC1060'DEG 59 MIN.  A BLAZED TREE IS 4.6 METERS (15.1 FEET) E OF THE
 PC1060'STATION.
 PC1060
 PC1060                          STATION RECOVERY (1942)
 PC1060
 PC1060'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (JCS)
 PC1060'STATION IS LOCATED ABOUT 12 MILES E BY S OF MARSHFIELD AND 2-1/2
 PC1060'MILES SE OF DELLWOOD POST OFFICE (IDLEWOOD STORE).  IT IS ON A
 PC1060'RATHER SHARPLY-ROUNDED SUMMIT WHICH HAS BEEN LOGGED OFF.  THERE
 PC1060'ARE, HOWEVER, A GOOD MANY LARGE TREES STILL STANDING.  THE POINT
 PC1060'IS WELL KNOWN LOCALLY AS CATHCART PEAK.  STATION ELEVATION IS
 PC1060'1,829 FEET.
 PC1060'
 PC1060'TO REACH FROM MARSHFIELD, GO S ON U.S. HIGHWAY 101 FOR 1.2 MILES,
 PC1060'TAKE LEFT FORK AND CONTINUE ON ROAD LEADING TOWARD ALLEGANY FOR
 PC1060'6.0 MILES.  KEEP STRAIGHT AHEAD AT ALLEGANY FERRY.  GO 1.4 MILES,
 PC1060'CROSS BRIDGE LEADING ACROSS COOS SOUTH FORK.  TURN RIGHT AND
 PC1060'CONTINUE ON MAIN ROAD 6.4 MILES TO IDLEWOOD STORE.  CONTINUE
 PC1060'STRAIGHT AHEAD ABOUT 0.5 MILE TO END OF TRUCK TRAVEL AT A
 PC1060'FOOT-BRIDGE LEADING ACROSS RIVER.  CROSS BRIDGE AND TURN LEFT
 PC1060'ONTO PLANK ROAD ABOUT 0.2 MILE TO OLD MACHINE SHOP.  THENCE TURN
 PC1060'SHARP LEFT UP HILL ON PLANK ROAD 1.7 MILES.  TAKE LEFT FORK AND
 PC1060'CONTINUE 1.0 MILE, PASSING THROUGH DEEP ROCK CUT.  CONTINUE 0.8
 PC1060'MILE TO POINT JUST BEYOND NARROW FILL.  CONTINUE 0.2 MILE AND
 PC1060'TAKE SHORT SPUR ROAD UP SIDE OF HILL TO ITS END, ABOUT 50 YARDS
 PC1060'DISTANT.  PACK NW ABOUT 200 YARDS TO SUMMIT OF HILL AND STATION.
 PC1060'(NOTE--THE BRIDGE CROSSING THE SOUTH FORK OF THE COOS RIVER WAS
 PC1060'WASHED OUT COMPLETELY BY FLOODWATERS JUST BEFORE THE FINAL
 PC1060'OCCUPATION OF THE STATION, SO IT WAS NOT POSSIBLE TO DRIVE TO
 PC1060'THE FORMER END OF TRUCK TRAVEL.  STATION CAN ALSO BE
 PC1060'REACHED FROM THE VILLAGE OF FAIRVIEW, BUT THIS ROUTE WAS NOT
 PC1060'LEARNED BECAUSE OF ROAD CONDITIONS AT THE TIME OF OCCUPATION.)
 PC1060'
 PC1060'STATION MARK WAS FOUND IN GOOD CONDITION.  IT IS AN OLD-STYLE
 PC1060'BRONZE DISK SET IN THE GROUND ABOUT 8 INCHES BELOW THE SURFACE.  THE
 PC1060'UNDERGROUND MARK IS A COPPER BOLT SET IN A BOULDER ABOUT 2-1/2
 PC1060'FEET BELOW THE SURFACE.  NO STAMPING ON THE STATION MARK.
 PC1060'
 PC1060'REFERENCE MARK 1 IS A U.S. GEOLOGICAL SURVEY COPPER TACK ABOUT
 PC1060'4 FEET FROM THE BASE OF A LIVE TREE ABOUT 2 FEET IN DIAMETER.  THERE
 PC1060'IS NO STAMPING ON IT.
 PC1060'
 PC1060'REFERENCE MARK 2 IS A U.S. GEOLOGICAL SURVEY COPPER TACK SET IN
 PC1060'THE CENTER OF A STUMP ABOUT 4 FEET IN DIAMETER AND ABOUT 3 FEET
 PC1060'HIGH.  THERE IS NO STAMPING ON IT.
 PC1060'
 PC1060'NEITHER OF THESE TWO MARKS (R.M. 1 AND R.M. 2) CHECKED WITH
 PC1060'FORMER DESCRIPTION AND HAVE PROBABLY BEEN MOVED DURING LOGGING
 PC1060'OPERATIONS.
 PC1060'
 PC1060'REFERENCE MARK 3 IS A BRONZE REFERENCE DISK SET IN THE TOP OF AN
 PC1060'IRON PIPE PROJECTING ABOUT 6 INCHES.  IT IS AT ABOUT THE SAME
 PC1060'ELEVATION AS THE STATION MARK.  DISK IS STAMPED CATHCART NO 3 1942.
 PC1060'
 PC1060'REFERENCE MARK 4 IS A BRONZE REFERENCE DISK SET IN THE TOP OF
 PC1060'AN IRON PIPE PROJECTING ABOUT 6 INCHES.  IT IS AT ABOUT THE SAME
 PC1060'ELEVATION AS THE STATION MARK.  DISK IS STAMPED CATHCART NO 4 1942.
 PC1060'
 PC1060'AZIMUTH MARK IS ON THE ROAD, ABOUT 0.2 MILE FROM THE SHORT SPUR
 PC1060'ROAD MENTIONED ABOVE.  IT IS ON TOP OF A CUT BANK AND ABOUT 25
 PC1060'FEET N OF THE ROAD.  IT IS A BRONZE AZIMUTH DISK SET IN THE TOP
 PC1060'OF AN IRON PIPE PROJECTING ABOUT 6 INCHES.  DISK IS STAMPED
 PC1060'CATHCART 1942.
 PC1060
 PC1060                          STATION RECOVERY (1945)
 PC1060
 PC1060'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (KGC)
 PC1060'STATION IS LOCATED ABOUT 12 MILES E BY S OF THE TOWN OF COOS BAY
 PC1060'AND 2-1/2 MILES SE OF DELLWOOD POST OFFICE (IDLEWOOD STORE).  IT
 PC1060'IS ON A RATHER SHARPLY ROUNDED SUMMIT WHICH HAS BEEN LOGGED OFF
 PC1060'BUT SEVERAL LARGE TREES ARE STILL STANDING.  THE POINT IS WELL
 PC1060'KNOWN LOCALLY AS CATHCART PEAK.  STATION ELEVATION IS 1,829 FEET.
 PC1060'
 PC1060'STATION MARK WAS FOUND IN GOOD CONDITION, A U.S.C. AND
 PC1060'G.S. OLD-STYLE BRONZE DISK SET IN THE GROUND ABOUT 8 INCHES BELOW
 PC1060'THE SURFACE.  THE SUBSURFACE MARK IS A COPPER BOLT SET IN A BOULDER
 PC1060'ABOUT 2-1/2 FEET BELOW THE SURFACE.  THERE IS NO STAMPING ON THE
 PC1060'STATION MARK.
 PC1060'
 PC1060'REFERENCE MARK 1 IS A COPPER NAIL AND WASHER IN SW SIDE OF A
 PC1060'4-FOOT STUMP ABOUT 4 INCHES FROM ITS TOP.  IT IS STAMPED USBM.
 PC1060'
 PC1060'REFERENCE MARK 2 IS A COPPER NAIL AND WASHER SET IN THE CENTER
 PC1060'OF A STUMP ABOUT 4 FEET IN DIAMETER AND ABOUT 3 FEET HIGH.  NO
 PC1060'DISTANCE OR DIRECTION WAS TAKEN TO THIS REFERENCE MARK AS THE
 PC1060'TRIPOD SIGNAL LEG WAS DIRECTLY IN LINE.  IT IS STAMPED USBM.
 PC1060'
 PC1060'REFERENCE MARK 3 IS A BRONZE REFERENCE DISK SET IN THE TOP OF AN
 PC1060'IRON PIPE PROJECTING ABOUT 6 INCHES.  IT IS AT ABOUT THE SAME
 PC1060'ELEVATION AS THE STATION MARK.  DISK IS STAMPED CATHCART NO 3 1942.
 PC1060'
 PC1060'REFERENCE MARK 4 IS A BRONZE REFERENCE DISK SET IN THE TOP OF AN
 PC1060'IRON PIPE PROJECTING ABOUT 6 INCHES.  IT IS AT ABOUT THE SAME
 PC1060'ELEVATION AS THE STATION MARK.  DISK IS STAMPED CATHCART NO 4 1942.
 PC1060'
 PC1060'AZIMUTH MARK IS ON THE ROAD, ABOUT 0.2 MILE E FROM THE SHORT SPUR
 PC1060'MENTIONED BELOW.  IT IS ON TOP OF A CUT BANK AND ABOUT 25 FEET N
 PC1060'OF THE ROAD.  IT IS A BRONZE AZIMUTH DISK SET IN THE TOP OF AN
 PC1060'IRON PIPE PROJECTING ABOUT 6 INCHES.  DISK IS STAMPED CATHCART
 PC1060'1942.
 PC1060'
 PC1060'TO REACH FROM COOS BAY AT ISTHMUS BRIDGE, DRIVE E ON ROAD LEADING
 PC1060'TOWARD ALLEGANY FOR 5.9 MILES TO ALLEGANY FERRY, CONTINUE AHEAD
 PC1060'ON S SIDE OF RIVER FOR 1.4 MILES TO ROAD FORK, TURN LEFT ACROSS
 PC1060'COOS SOUTH FORK BRIDGE, TURN RIGHT AND CONTINUE ON MAIN ROAD 6.4
 PC1060'MILES TO DELLWOOD POST OFFICE.  CONTINUE STRAIGHT AHEAD 1.2 MILES
 PC1060'TO BRIDGE.  CROSS BRIDGE AND TURN RIGHT ONTO PLANK ROAD 0.8 MILE
 PC1060'TO OLD MACHINE SHOP.  TURN SHARP LEFT UPHILL ON PLANK ROAD 1.7
 PC1060'MILES TO ROAD FORK.  THE RIGHT FORK LEADS TO THE VILLAGE OF
 PC1060'FAIRVIEW.  TAKE LEFT FORK AND CONTINUE 1.0 MILE, PASSING
 PC1060'THROUGH DEEP ROCK CUT.  CONTINUE 0.8 MILE TO POINT JUST BEYOND
 PC1060'NARROW FILL.  CONTINUE 0.2 MILE AND TAKE SHORT SPUR UP SIDE
 PC1060'OF HILL TO ITS END, ABOUT 50 YARDS DISTANT.  PACK NW ABOUT 200
 PC1060'YARDS TO SUMMIT AND STATION.
 PC1060
 PC1060                          STATION RECOVERY (1953)
 PC1060
 PC1060'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CTH)
 PC1060'THE STATION MARK AND REFERENCE MARKS 3 AND 4 WERE RECOVERED,
 PC1060'FOUND IN GOOD CONDITION AND AS DESCRIBED.  REFERENCE MARKS 1 AND 2
 PC1060'WERE RECOVERED BUT ARE OF NO VALUE AS REFERENCES.  THE AZIMUTH
 PC1060'MARK WAS NOT RECOVERED AND A NEW ONE WAS ESTABLISHED.
 PC1060'
 PC1060'THE AZIMUTH MARK IS STAMPED CATHCART 1942 RESET 1953.  IT IS A
 PC1060'STANDARD DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS FLUSH
 PC1060'WITH THE GROUND LEVEL.  IT IS SET AT THE WEST EDGE OF A HILL IN A
 PC1060'CLEARING AT A LOG LOADING AREA.  IT IS 4 FEET NORTH OF A WHITE
 PC1060'WITNESS POST.
 PC1060'
 PC1060'TO REACH THE STATION FROM THE POST OFFICE IN DELLWOOD, GO EAST
 PC1060'ON GRAVEL ROAD 1.05 MILES TO A ROAD RIGHT.  TURN RIGHT, CROSS RIVER
 PC1060'TO A PLANK ROAD ON THE RIGHT.  TURN RIGHT, GO 0.7 MILE TO A CROSS
 PC1060'ROADS.  CONTINUE STRAIGHT AHEAD UP HILL 0.35 MILE TO A ROAD SHARP
 PC1060'LEFT.  CONTINUE STRAIGHT AHEAD 3.2 MILES TO SUMMIT AND END OF
 PC1060'TRUCK TRAVEL.  FROM HERE PACK NORTHERLY UP HILL ABOUT 300 YARDS TO
 PC1060'TOP AND STATION.
 PC1060'
 PC1060'TO REACH THE AZIMUTH MARK FROM THE END OF TRUCK TRAVEL GO EASTERLY
 PC1060'0.4 MILE TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC1062 ***********************************************************************
 PC1062  DESIGNATION -  CATHCART RM N COPPER TACK
 PC1062  PID         -  PC1062
 PC1062  STATE/COUNTY-  OR/COOS
 PC1062  USGS QUAD   -  COOS MOUNTAIN (1990)
 PC1062
 PC1062                         *CURRENT SURVEY CONTROL
 PC1062  ___________________________________________________________________
 PC1062* NAD 83(1991)-  43 21 04.70925(N)    123 58 57.51674(W)     ADJUSTED  
 PC1062* NAVD 88     -       560.     (meters)    1837.     (feet)  SCALED    
 PC1062  ___________________________________________________________________
 PC1062  LAPLACE CORR-           9.86  (seconds)                    DEFLEC99
 PC1062  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 PC1062  HORZ ORDER  -  SECOND
 PC1062
 PC1062.The horizontal coordinates were established by classical geodetic methods
 PC1062.and adjusted by the National Geodetic Survey in October 1991.
 PC1062
 PC1062.The orthometric height was scaled from a topographic map.
 PC1062
 PC1062.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC1062
 PC1062.The geoid height was determined by GEOID03.
 PC1062
 PC1062;                    North         East     Units Scale Factor Converg.
 PC1062;SPC OR S     -   193,003.991 1,217,754.795   MT  0.99989968   -2 22 57.5
 PC1062;SPC OR S     -   633,215.19  3,995,258.51   iFT  0.99989968   -2 22 57.5
 PC1062;UTM  10      - 4,800,296.978   420,363.931   MT  0.99967801   -0 40 28.5
 PC1062
 PC1062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC1062!SPC OR S     -   0.99991599  x   0.99989968  =   0.99981568
 PC1062!UTM  10      -   0.99991599  x   0.99967801  =   0.99959403
 PC1062
 PC1062                          SUPERSEDED SURVEY CONTROL
 PC1062
 PC1062  NAD 83(1986)-  43 21 04.70691(N)    123 58 57.55408(W) AD(       ) 2
 PC1062  NAD 27      -  43 21 05.30600(N)    123 58 53.19100(W) AD(       ) 2
 PC1062
 PC1062.Superseded values are not recommended for survey control.
 PC1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC1062.See file dsdata.txt to determine how the superseded data were derived.
 PC1062
 PC1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP2036400297(NAD 83)
 PC1062
 PC1062  HISTORY     - Date     Condition        Report By
 PC1062  HISTORY     - 1945     MONUMENTED       USGS
 PC1062
 PC1062                          STATION DESCRIPTION
 PC1062
 PC1062'DESCRIBED BY US GEOLOGICAL SURVEY 1945
 PC1062'SEE STATION CATHCART
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AH5332 ***********************************************************************
 AH5332  DESIGNATION -  CATHLAMET BAY S CHANNEL SEC LT
 AH5332  PID         -  AH5332
 AH5332  STATE/COUNTY-  OR/CLATSOP
 AH5332  USGS QUAD   -  ASTORIA (1984)
 AH5332
 AH5332                         *CURRENT SURVEY CONTROL
 AH5332  ___________________________________________________________________
 AH5332* NAD 83(1991)-  46 12 06.86675(N)    123 45 32.96873(W)     ADJUSTED  
 AH5332* NAVD 88     -        10.8    (meters)      35.     (feet)  VERTCON   
 AH5332  ___________________________________________________________________
 AH5332  LAPLACE CORR-          11.21  (seconds)                    DEFLEC99
 AH5332  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 AH5332  HORZ ORDER  -  THIRD
 AH5332
 AH5332.The horizontal coordinates were established by classical geodetic methods
 AH5332.and adjusted by the National Geodetic Survey in November 1998.
 AH5332
 AH5332.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH5332.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH5332
 AH5332.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5332
 AH5332.The geoid height was determined by GEOID03.
 AH5332
 AH5332;                    North         East     Units Scale Factor Converg.
 AH5332;SPC OR N     -   286,811.376 2,248,508.472   MT  1.00005764   -2 18 40.9
 AH5332;SPC OR N     -   940,982.20  7,376,996.30   iFT  1.00005764   -2 18 40.9
 AH5332;UTM  10      - 5,116,761.261   441,430.892   MT  0.99964217   -0 32 52.7
 AH5332
 AH5332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5332!SPC OR N     -   1.00000189  x   1.00005764  =   1.00005953
 AH5332!UTM  10      -   1.00000189  x   0.99964217  =   0.99964406
 AH5332
 AH5332                          SUPERSEDED SURVEY CONTROL
 AH5332
 AH5332  NGVD 29 (11/20/98)    9.8    (m)           32.     (f) VERT ANG    3  
 AH5332
 AH5332.Superseded values are not recommended for survey control.
 AH5332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5332.See file dsdata.txt to determine how the superseded data were derived.
 AH5332
 AH5332_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS4143116761(NAD 83)
 AH5332_MARKER: 14 = NAVIGATION LIGHT
 AH5332
 AH5332  HISTORY     - Date     Condition        Report By
 AH5332  HISTORY     - 1992     FIRST OBSERVED   MGSINC
 AH5332
 AH5332                          STATION DESCRIPTION
 AH5332
 AH5332'DESCRIBED BY MINISTER AND GLAESER 1992 (DRP)
 AH5332'THE STATION, CATHLAMET BAY SOUTH CHANNEL SECTOR LIGHT, IS LOCATED IN
 AH5332'CATHLAMET BAY OF THE COLUMBIA RIVER NEAR TONGUE POINT, OREGON. THE
 AH5332'STATION IS THE CENTER POINT OF A STEEL TOWER WHICH IS MOUNTED ON THE
 AH5332'EASTERLY END OF A PIER THAT EXTENDS EASTERLY INTO CATHLAMET BAY.  THE
 AH5332'STATION IS THE SECTOR LIGHT FOR THE ENTRY CHANNEL INTO CATHLAMET BAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AH5333 ***********************************************************************
 AH5333  DESIGNATION -  CATHLAMET BAY S CHANNEL LT 5
 AH5333  PID         -  AH5333
 AH5333  STATE/COUNTY-  OR/CLATSOP
 AH5333  USGS QUAD   -  ASTORIA (1984)
 AH5333
 AH5333                         *CURRENT SURVEY CONTROL
 AH5333  ___________________________________________________________________
 AH5333* NAD 83(1991)-  46 11 49.90362(N)    123 45 06.34930(W)     ADJUSTED  
 AH5333* NAVD 88     -         9.2    (meters)      30.     (feet)  VERTCON   
 AH5333  ___________________________________________________________________
 AH5333  LAPLACE CORR-          11.07  (seconds)                    DEFLEC99
 AH5333  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 AH5333  HORZ ORDER  -  THIRD
 AH5333
 AH5333.The horizontal coordinates were established by classical geodetic methods
 AH5333.and adjusted by the National Geodetic Survey in November 1998.
 AH5333
 AH5333.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH5333.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH5333
 AH5333.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5333
 AH5333.The geoid height was determined by GEOID03.
 AH5333
 AH5333;                    North         East     Units Scale Factor Converg.
 AH5333;SPC OR N     -   286,265.018 2,249,057.664   MT  1.00005615   -2 18 22.0
 AH5333;SPC OR N     -   939,189.69  7,378,798.11   iFT  1.00005615   -2 18 22.0
 AH5333;UTM  10      - 5,116,232.281   441,996.402   MT  0.99964136   -0 32 33.3
 AH5333
 AH5333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5333!SPC OR N     -   1.00000214  x   1.00005615  =   1.00005829
 AH5333!UTM  10      -   1.00000214  x   0.99964136  =   0.99964350
 AH5333
 AH5333                          SUPERSEDED SURVEY CONTROL
 AH5333
 AH5333  NGVD 29 (11/20/98)    8.2    (m)           27.     (f) VERT ANG    3  
 AH5333
 AH5333.Superseded values are not recommended for survey control.
 AH5333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5333.See file dsdata.txt to determine how the superseded data were derived.
 AH5333
 AH5333_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS4199616232(NAD 83)
 AH5333_MARKER: 14 = NAVIGATION LIGHT
 AH5333
 AH5333  HISTORY     - Date     Condition        Report By
 AH5333  HISTORY     - 1992     FIRST OBSERVED   MGSINC
 AH5333
 AH5333                          STATION DESCRIPTION
 AH5333
 AH5333'DESCRIBED BY MINISTER AND GLAESER 1992 (DRP)
 AH5333'THE STATION, CATHLAMET BAY SOUTH CHANNEL LIGHT NUMBER 5, IS LOCATED IN
 AH5333'CATHLAMET BAY OF THE COLUMBIA RIVER NEAR TONGUE POINT, OREGON. THE
 AH5333'STATION IS THE APEX OF A NON-DIRECTIONAL NAVIGATION LIGHT WHICH IS
 AH5333'MOUNTED ON TOP OF A WOODEN PILE STRUCTURE.  THE STATION IS LOCATED
 AH5333'APPROXIMATELY 1200 FEET EAST OF THE MOST SOUTHERLY PIER AT THE TONGUE
 AH5333'POINT BOAT HARBOR.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1937 ***********************************************************************
 SC1937  DESIGNATION -  CATHLAMET PT 1851
 SC1937  PID         -  SC1937
 SC1937  STATE/COUNTY-  OR/CLATSOP
 SC1937  USGS QUAD   -  KNAPPA (1986)
 SC1937
 SC1937                         *CURRENT SURVEY CONTROL
 SC1937  ___________________________________________________________________
 SC1937* NAD 83(1991)-  46 13 58.24602(N)    123 31 01.14937(W)     ADJUSTED  
 SC1937* NAVD 88     -        77.     (meters)     253.     (feet)  SCALED    
 SC1937  ___________________________________________________________________
 SC1937  LAPLACE CORR-          13.22  (seconds)                    DEFLEC99
 SC1937  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 SC1937  HORZ ORDER  -  THIRD
 SC1937
 SC1937.The horizontal coordinates were established by classical geodetic methods
 SC1937.and adjusted by the National Geodetic Survey in October 1991.
 SC1937
 SC1937.The orthometric height was scaled from a topographic map.
 SC1937
 SC1937.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1937
 SC1937.The geoid height was determined by GEOID03.
 SC1937
 SC1937;                    North         East     Units Scale Factor Converg.
 SC1937;SPC OR N     -   289,522.345 2,267,314.940   MT  1.00006758   -2 08 22.6
 SC1937;SPC OR N     -   949,876.46  7,438,697.31   iFT  1.00006758   -2 08 22.6
 SC1937;SPC WA S     -   104,430.324   267,348.818   MT  0.99993339   -2 11 29.5
 SC1937;SPC WA S     -   342,618.49    877,126.91   sFT  0.99993339   -2 11 29.5
 SC1937;UTM  10      - 5,120,048.700   460,136.857   MT  0.99961953   -0 22 24.1
 SC1937
 SC1937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1937!SPC OR N     -   0.99999135  x   1.00006758  =   1.00005893
 SC1937!SPC WA S     -   0.99999135  x   0.99993339  =   0.99992474
 SC1937!UTM  10      -   0.99999135  x   0.99961953  =   0.99961088
 SC1937
 SC1937:                Primary Azimuth Mark                     Grid Az
 SC1937:SPC OR N     -  INDIAN PT 1852                           238 48 54.0
 SC1937:SPC WA S     -  INDIAN PT 1852                           238 52 00.9
 SC1937:UTM  10      -  INDIAN PT 1852                           237 02 55.5
 SC1937
 SC1937|---------------------------------------------------------------------|
 SC1937| PID    Reference Object                     Distance      Geod. Az  |
 SC1937|                                                           dddmmss.s |
 SC1937| SC1967 INDIAN PT 1852                      APPROX.10.9 KM 2364031.4 |
 SC1937| SC1869 PILLAR ROCK                         APPROX. 6.1 KM 2972408.9 |
 SC1937|---------------------------------------------------------------------|
 SC1937
 SC1937                          SUPERSEDED SURVEY CONTROL
 SC1937
 SC1937  NAD 83(1986)-  46 13 58.25869(N)    123 31 01.14063(W) AD(       ) 3
 SC1937  NAD 27      -  46 13 58.86216(N)    123 30 56.65749(W) AD(       ) 3
 SC1937
 SC1937.Superseded values are not recommended for survey control.
 SC1937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1937.See file dsdata.txt to determine how the superseded data were derived.
 SC1937
 SC1937_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS6013720049(NAD 83)
 SC1937
 SC1937  HISTORY     - Date     Condition        Report By
 SC1937  HISTORY     - 1851     MONUMENTED       COASUR
 SC1937  HISTORY     - 1950     SEE DESCRIPTION  CGS
 SC1937
 SC1937                          STATION DESCRIPTION
 SC1937
 SC1937'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WHB)
 SC1937'STATION NOT RECOVERED AFTER AN EXTENSIVE SEARCH IN THE VICINITY
 SC1937'OF ITS PLOTTED POSITION ON COLUMBIA RIVER TRIANGULATION
 SC1937'SKETCH.  THE SIDEHILL ON THE W SIDE OF CATHLAMET POINT WHICH IS
 SC1937'NOW KNOWN AS ALDRICH POINT IS DENSELY COVERED WITH MAPLES AND
 SC1937'ALDERS AND CONSIDERABLE LOGGING OPERATIONS HAVE TAKEN PLACE SINCE
 SC1937'THE STATION WAS ESTABLISHED AND STATION CAN VERY WELL BE
 SC1937'DESTROYED.  NO EVIDENCE OF STUBS WITH COPPER TACKS WERE FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0272 ***********************************************************************
 NX0272  DESIGNATION -  CATL
 NX0272  PID         -  NX0272
 NX0272  STATE/COUNTY-  OR/HARNEY
 NX0272  USGS QUAD   -  ACTY MTN NE (1971)
 NX0272
 NX0272                         *CURRENT SURVEY CONTROL
 NX0272  ___________________________________________________________________
 NX0272* NAD 83(1991)-  42 14 14.72926(N)    119 02 21.20720(W)     ADJUSTED  
 NX0272* NAVD 88     -      1728.1    (meters)    5670.     (feet)  VERTCON   
 NX0272  ___________________________________________________________________
 NX0272  LAPLACE CORR-           1.98  (seconds)                    DEFLEC99
 NX0272  GEOID HEIGHT-         -19.88  (meters)                     GEOID03
 NX0272  HORZ ORDER  -  SECOND
 NX0272  VERT ORDER  -  THIRD ? (See Below)
 NX0272
 NX0272.The horizontal coordinates were established by classical geodetic methods
 NX0272.and adjusted by the National Geodetic Survey in October 1991.
 NX0272
 NX0272.The NAVD 88 height was computed by applying the VERTCON shift value to
 NX0272.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NX0272.The vertical order pertains to the NGVD 29 superseded value.
 NX0272
 NX0272.The Laplace correction was computed from DEFLEC99 derived deflections.
 NX0272
 NX0272.The geoid height was determined by GEOID03.
 NX0272
 NX0272;                    North         East     Units Scale Factor Converg.
 NX0272;SPC OR S     -    64,454.742 1,620,572.415   MT  1.00002553   +0 59 57.8
 NX0272;SPC OR S     -   211,465.69  5,316,838.63   iFT  1.00002553   +0 59 57.8
 NX0272;UTM  11      - 4,678,150.971   331,742.062   MT  0.99994835   -1 22 15.9
 NX0272
 NX0272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NX0272!SPC OR S     -   0.99973215  x   1.00002553  =   0.99975768
 NX0272!UTM  11      -   0.99973215  x   0.99994835  =   0.99968052
 NX0272
 NX0272|---------------------------------------------------------------------|
 NX0272| PID    Reference Object                     Distance      Geod. Az  |
 NX0272|                                                           dddmmss.s |
 NX0272| CD7072 CATL RM 1                            14.972 METERS 05312     |
 NX0272| CD7073 CATL RM 2                            12.710 METERS 15956     |
 NX0272| NX0280 BEATY                               APPROX.29.2 KM 3042623.1 |
 NX0272|---------------------------------------------------------------------|
 NX0272
 NX0272                          SUPERSEDED SURVEY CONTROL
 NX0272
 NX0272  NAD 83(1986)-  42 14 14.73320(N)    119 02 21.20729(W) AD(       ) 2
 NX0272  NGVD 29 (07/19/86) 1726.9    (m)         5666.     (f) LEVELING    3  
 NX0272
 NX0272.Superseded values are not recommended for survey control.
 NX0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NX0272.See file dsdata.txt to determine how the superseded data were derived.
 NX0272
 NX0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG3174278151(NAD 83)
 NX0272_MARKER: DD = SURVEY DISK
 NX0272_SETTING: 66 = SET IN ROCK OUTCROP
 NX0272
 NX0272  HISTORY     - Date     Condition        Report By
 NX0272  HISTORY     - 1971     MONUMENTED       USGS
 NX0272
 NX0272                          STATION DESCRIPTION
 NX0272
 NX0272'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 NX0272'RM 1 TO RM 2 NOT MEASURED.
 NX0272'
 NX0272'INSTRUMENT STAND 4.9 FT ABOVE STATION MARK.
 NX0272'
 NX0272'LOCATED ABOUT 44.1 MI (AIRLINE) E. OF ADEL.  41.0 MI SSW. OF
 NX0272'FRENCHGLEN.  18.7 MI W. OF FIELDS.  18.0 MI ESE. OF BEATYS
 NX0272'BUTTE.  ON THE HIGHEST POINT OF A LOW, BUT PROMINENT,
 NX0272'SAGEBRUSH-COVERED HILL.
 NX0272'
 NX0272'REACHED BY HELICOPTER IN 1971 - AMPLE LANDING AREA.
 NX0272'
 NX0272'TO REACH FROM HOME CREEK RANCH, DRIVE S. ON MAIN-TRAVELED RD. FOR
 NX0272'16.2 MI TO Y-RD. RIGHT.  GO RIGHT FOR 1.9 MI TO Y-RD. LEFT.  TAKE
 NX0272'LEFT FORK FOR 5.1 MI TO FENCE AND GATE.  PASS THROUGH GATE AND
 NX0272'CONTINUE 6.6 MI TO Y-RD. RIGHT.  GO RIGHT FOR 0.9 MI TO
 NX0272'Y-RD. RIGHT.  CONTINUE RIGHT FOR 2.0 MI TO WATER GUZZLER AND END
 NX0272'OF TRUCK TRAVEL.  PACK N. TO TOP AND STATION.  ABOUT 30 MINUTE
 NX0272'PACK.
 NX0272'
 NX0272'STATION MARK--A STANDARD USGS ALUMINUM TABLET STAMPED CATL 1971
 NX0272'CEMENTED IN DRILL HOLE IN ROCK OUTCROP.
 NX0272'
 NX0272'REFERENCE MARK NO. 1--A STANDARD USGS REFERENCE MARK TABLET
 NX0272'STAMPED CATL NO 1 1971 CEMENTED IN DRILL HOLE IN ROCK, 2.4 FT BELOW
 NX0272'STATION MARK.
 NX0272'
 NX0272'REFERENCE MARK NO. 2--A STANDARD USGS REFERENCE MARK TABLET
 NX0272'STAMPED CATL NO 2 1971 CEMENTED IN DRILL HOLE IN ROCK, 0.7 FT BELOW
 NX0272'STATION MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0892 ***********************************************************************
 RD0892  DESIGNATION -  CAV
 RD0892  PID         -  RD0892
 RD0892  STATE/COUNTY-  OR/YAMHILL
 RD0892  USGS QUAD   -  MC MINNVILLE (1992)
 RD0892
 RD0892                         *CURRENT SURVEY CONTROL
 RD0892  ___________________________________________________________________
 RD0892* NAD 83(1986)-  45 13 57.     (N)    123 09 29.     (W)     SCALED    
 RD0892* NAVD 88     -        41.12   (+/-2cm)     134.9    (feet)  VERTCON   
 RD0892  ___________________________________________________________________
 RD0892  GEOID HEIGHT-         -22.11  (meters)                     GEOID03
 RD0892  VERT ORDER  -  ? (See Below)
 RD0892
 RD0892.The horizontal coordinates were scaled from a topographic map and have
 RD0892.an estimated accuracy of +/- 6 seconds.
 RD0892
 RD0892.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD0892.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD0892.The vertical order pertains to the NGVD 29 superseded value.
 RD0892
 RD0892.The geoid height was determined by GEOID03.
 RD0892
 RD0892;                    North         East    Units  Estimated Accuracy
 RD0892;SPC OR N     -   177,430.    2,291,330.      MT  (+/- 180 meters Scaled)
 RD0892
 RD0892                          SUPERSEDED SURVEY CONTROL
 RD0892
 RD0892  NGVD 29 (??/??/92)   40.090  (m)          131.53   (f) ADJ UNCH    ?  
 RD0892
 RD0892.Superseded values are not recommended for survey control.
 RD0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0892.See file dsdata.txt to determine how the superseded data were derived.
 RD0892
 RD0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR875087(NAD 83)
 RD0892_MARKER: DD = SURVEY DISK
 RD0892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0892_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0892_STAMPING: CAV SOT 1935
 RD0892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0892+STABILITY: SURFACE MOTION
 RD0892
 RD0892  HISTORY     - Date     Condition        Report By
 RD0892  HISTORY     - 1935     MONUMENTED       DOD
 RD0892  HISTORY     - 1955     MARK NOT FOUND   NGS
 RD0892  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 RD0892
 RD0892                          STATION DESCRIPTION
 RD0892
 RD0892'DESCRIBED BY US DEPARTMENT OF DEFENSE 1935
 RD0892'2.4 MI SW FROM LAFAYETTE.
 RD0892'ABOUT 2.4 MILES SOUTHWEST OF LAFAYETTE ON PACIFIC HIGHWAY WEST, NEAR
 RD0892'MILEPOST 36, .15 MILE NORTHEAST OF NORTH YAMHILL RIVER BRIDGE, 31 FEET
 RD0892'SOUTH OF JUNCTION WITH TUALATIN VALLEY HIGHWAY NORTH TO FOREST GROVE,
 RD0892'19 FEET SOUTHEAST OF HIGHWAY.  DISK STAMPED CAV SOT 1935 IN CONCRETE
 RD0892'POST.
 RD0892
 RD0892                          STATION RECOVERY (1955)
 RD0892
 RD0892'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 RD0892'MARK NOT FOUND.
 RD0892
 RD0892                          STATION RECOVERY (1990)
 RD0892
 RD0892'RECOVERY NOTE BY US POWER SQUADRON 1990 (KRN)
 RD0892'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1167 ***********************************************************************
 QE1167  DESIGNATION -  CAVE
 QE1167  PID         -  QE1167
 QE1167  STATE/COUNTY-  OR/LINCOLN
 QE1167  USGS QUAD   -  DEPOE BAY (1984)
 QE1167
 QE1167                         *CURRENT SURVEY CONTROL
 QE1167  ___________________________________________________________________
 QE1167* NAD 83(1991)-  44 47 05.76750(N)    124 04 27.09526(W)     ADJUSTED  
 QE1167* NAVD 88     -        16.648  (meters)      54.62   (feet)  ADJUSTED  
 QE1167  ___________________________________________________________________
 QE1167  LAPLACE CORR-          21.81  (seconds)                    DEFLEC99
 QE1167  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 QE1167  DYNAMIC HT  -          16.648 (meters)      54.62  (feet)  COMP
 QE1167  MODELED GRAV-     980,612.3   (mgal)                       NAVD 88
 QE1167
 QE1167  HORZ ORDER  -  THIRD
 QE1167  VERT ORDER  -  FIRST     CLASS II
 QE1167
 QE1167.The horizontal coordinates were established by classical geodetic methods
 QE1167.and adjusted by the National Geodetic Survey in October 1991.
 QE1167
 QE1167.The orthometric height was determined by differential leveling
 QE1167.and adjusted in June 1991.
 QE1167
 QE1167.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE1167
 QE1167.The geoid height was determined by GEOID03.
 QE1167
 QE1167.The dynamic height is computed by dividing the NAVD 88
 QE1167.geopotential number by the normal gravity value computed on the
 QE1167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1167.degrees latitude (g = 980.6199 gals.).
 QE1167
 QE1167.The modeled gravity was interpolated from observed gravity values.
 QE1167
 QE1167;                    North         East     Units Scale Factor Converg.
 QE1167;SPC OR N     -   130,519.257 2,217,249.688   MT  0.99991689   -2 32 05.2
 QE1167;SPC OR N     -   428,212.79  7,274,441.23   iFT  0.99991689   -2 32 05.2
 QE1167;UTM  10      - 4,959,621.100   415,020.984   MT  0.99968880   -0 45 24.3
 QE1167
 QE1167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE1167!SPC OR N     -   1.00000113  x   0.99991689  =   0.99991802
 QE1167!UTM  10      -   1.00000113  x   0.99968880  =   0.99968993
 QE1167
 QE1167:                Primary Azimuth Mark                     Grid Az
 QE1167:SPC OR N     -  TRAIN 2                                  004 46 50.9
 QE1167:UTM  10      -  TRAIN 2                                  003 00 10.0
 QE1167
 QE1167|---------------------------------------------------------------------|
 QE1167| PID    Reference Object                     Distance      Geod. Az  |
 QE1167|                                                           dddmmss.s |
 QE1167| QE2440 TRAIN 2                             APPROX. 1.4 KM 0021445.7 |
 QE1167| QE2429 CAVE PRIME                          103.828 METERS 10618     |
 QE1167| QE1168 CAVE RM 1                            17.245 METERS 25234     |
 QE1167| QE1169 CAVE RM 2                             8.330 METERS 35750     |
 QE1167|---------------------------------------------------------------------|
 QE1167
 QE1167                          SUPERSEDED SURVEY CONTROL
 QE1167
 QE1167  NAD 83(1986)-  44 47 05.83068(N)    124 04 27.14200(W) AD(       ) 3
 QE1167  NAD 83(1986)-  44 47 05.92701(N)    124 04 27.13021(W) AD(       ) 3
 QE1167  NAD 27      -  44 47 06.49100(N)    124 04 22.73400(W) AD(       ) 3
 QE1167  NGVD 29 (??/??/92)   15.644  (m)           51.33   (f) ADJ UNCH    1 2
 QE1167
 QE1167.Superseded values are not recommended for survey control.
 QE1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1167.See file dsdata.txt to determine how the superseded data were derived.
 QE1167
 QE1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ1502159621(NAD 83)
 QE1167_MARKER: DS = TRIANGULATION STATION DISK
 QE1167_SETTING: 66 = SET IN ROCK OUTCROP
 QE1167_SP_SET: BEDROCK
 QE1167_STAMPING: CAVE 1927
 QE1167_MARK LOGO: CGS   
 QE1167_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QE1167+STABILITY: POSITION/ELEVATION WELL
 QE1167_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QE1167+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2006
 QE1167
 QE1167  HISTORY     - Date     Condition        Report By
 QE1167  HISTORY     - 1927     MONUMENTED       CGS
 QE1167  HISTORY     - 1941     SEE DESCRIPTION  CGS
 QE1167  HISTORY     - 1951     SEE DESCRIPTION  CGS
 QE1167  HISTORY     - 1952     SEE DESCRIPTION  CGS
 QE1167  HISTORY     - 1965     GOOD             NGS
 QE1167  HISTORY     - 1977     SEE DESCRIPTION  NGS
 QE1167  HISTORY     - 1977     GOOD             NGS
 QE1167  HISTORY     - 1987     GOOD             NGS
 QE1167  HISTORY     - 20040626 GOOD             USPSQD
 QE1167  HISTORY     - 20060708 GOOD             USPSQD
 QE1167
 QE1167                          STATION DESCRIPTION
 QE1167
 QE1167'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (GLB)
 QE1167'STATION IS LOCATED ABOUT 1 MILE N OF THE SOUTHERN EXTREMITY OF
 QE1167'CAPE FOULWEATHER ON A ROCKY POINT NEARLY SEVERED FROM THE
 QE1167'MAINLAND BY A LARGE CRACK.  IT IS THE FIRST POINT S OF A SMALL
 QE1167'BAY AND SLOUGH, AND ABOUT THE CENTER OF THE MASS OF LEDGE FORMING
 QE1167'THE POINT.
 QE1167'
 QE1167'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN
 QE1167'DRILL HOLES IN OUTCROPPING BEDROCK.
 QE1167'
 QE1167'REFERENCE MARK NO.1 IS W OF STATION AND ABOUT 30 METERS FROM
 QE1167'THE WATERLINE.
 QE1167'
 QE1167'REFERENCE MARK NO.2 IS N OF STATION AND ABOUT 60 METERS FROM
 QE1167'THE WATERLINE.
 QE1167
 QE1167                          STATION RECOVERY (1941)
 QE1167
 QE1167'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (LAM)
 QE1167'FOLLOWING ARE BENCH MARK DESCRIPTIONS AS RESULT OF 1941 RECOVERY
 QE1167'BY G.R. SHELTON.
 QE1167'
 QE1167'TRIANGULATION STATION CAVE--ABOUT 2 MILES S OF DEPOE BAY ON
 QE1167'OREGON COAST HIGHWAY, 0.4 MILE N OF ROCKY CREEK BRIDGE, IN ROCKY
 QE1167'CREEK PARK, 800 FEET W OF HIGHWAY, W OF SECONDARY ROAD, TOP OF
 QE1167'LONG MASSIVE ROCK NEARLY SEPARATED FROM SHORE BY CREVICE, IN
 QE1167'ROCK.  DISK STAMPED CAVE 1927.
 QE1167'
 QE1167'REFERENCE MARK 1 CAVE--ABOUT 2 MILES S OF DEPOE BAY ON OREGON
 QE1167'COAST HIGHWAY, 0.4 MILE N OF ROCKY CREEK BRIDGE, IN ROCKY CREEK
 QE1167'PARK, 800 FEET W OF HIGHWAY, W OF SECONDARY ROAD, TOP OF MASSIVE
 QE1167'ROCK NEARLY SEPARATED FROM SHORE BY CREVICE, ABOUT 54 FEET W OF
 QE1167'TRIANGULATION STATION CAVE, IN BEDROCK.  DISK STAMPED CAVE NO.1
 QE1167'1927.
 QE1167'
 QE1167'REFERENCE MARK 2 CAVE--ABOUT 2 MILES S OF DEPOE BAY ON OREGON
 QE1167'COAST HIGHWAY, 0.4 MILE N OF ROCKY CREEK BRIDGE, IN ROCKY CREEK
 QE1167'PARK, 800 FEET W OF HIGHWAY, W OF SECONDARY ROAD, TOP OF MASSIVE
 QE1167'ROCK NEARLY SEPARATED FROM SHORE BY CREVICE, ABOUT 27.5 FEET N
 QE1167'OF TRIANGULATION STATION CAVE, IN BEDROCK.  DISK STAMPED CAVE
 QE1167'NO.2 1927.
 QE1167
 QE1167                          STATION RECOVERY (1951)
 QE1167
 QE1167'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (ANS)
 QE1167'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED,
 QE1167'ON PROMINENT ROCK THAT IS SEMI-DETACHED FROM SHORE IN ROCKY CREEK
 QE1167'STATE PARK, ON THE W SIDE OF U.S. HIGHWAY 101 ABOUT 2 MILES S OF
 QE1167'DEPOE BAY AND 0.4 MILE N OF ROCKY CREEK BRIDGE.  STATION IS
 QE1167'APPROACHED BY SECONDARY ROAD THROUGH THE PARK.
 QE1167
 QE1167                          STATION RECOVERY (1952)
 QE1167
 QE1167'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (HGC)
 QE1167'STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 QE1167'CONDITION.  DESCRIPTION WAS ADEQUATE, HOWEVER TAPE MEASUREMENTS
 QE1167'DID NOT AGREE AND A REVISED DESCRIPTION FOLLOWS--
 QE1167'
 QE1167'STATION IS AT ROCKY CREEK PARK, ON ONE OF POINTS N OF CAPE
 QE1167'FOULWEATHER, ABOUT 2.0 MILES S FROM THE POST OFFICE AT DEPOE
 QE1167'BAY, ALONG THE OREGON COAST HIGHWAY (U.S. HIGHWAY 101), AND ABOUT
 QE1167'0.4 MILE N OF ROCKY CREEK BRIDGE.  POINT IS ABOUT 800 FEET W OF
 QE1167'OREGON STATE HIGHWAY (U.S. HIGHWAY 101).  IT IS SITUATED ON LONG
 QE1167'ROCK LEDGE NEARLY SEPARATED FROM SHORE BY DEEP CREVICE THAT CAN
 QE1167'ONLY BE CROSSED BY FOOT AT LOW WATER.
 QE1167'
 QE1167'STATION MARK IS A STANDARD BRONZE DISK SET IN DRILL HOLE IN
 QE1167'OUTCROPPING BEDROCK AND IS STAMPED CAVE 1927.
 QE1167'
 QE1167'REFERENCE MARK 1 IS SET W BY S FROM THE STATION.  IT IS A
 QE1167'STANDARD REFERENCE DISK SET IN A DRILL HOLE IN OUTCROPPING
 QE1167'BEDROCK, CEMENTED, AND STAMPED CAVE NO 1 1927.
 QE1167'
 QE1167'REFERENCE MARK 2 IS SET N BY W FROM THE STATION.  IT IS IN A
 QE1167'DRILL HOLE IN OUTCROPPING BEDROCK, IS CEMENTED, AND STAMPED CAVE
 QE1167'NO 2 1927.
 QE1167'
 QE1167'DISTANCES DID NOT CHECK AND ARE LISTED BELOW, BUT NO CHECK WAS
 QE1167'MADE ON DIRECTIONS AT THIS TIME--
 QE1167
 QE1167                          STATION RECOVERY (1965)
 QE1167
 QE1167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 QE1167'2.0 MI S FROM DEPOE BAY.
 QE1167'1.9 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE DEPOE BAY POST OFFICE
 QE1167'TO THE ENTRANCE TO ROCK CREEK PARK ON THE RIGHT, TURN RIGHT AND GO
 QE1167'WEST IN THE PARK FOR 0.05 MILE TO THE END OF TRUCK TRAVEL.  FROM HERE
 QE1167'PACK WEST ABOUT 300 FEET TO A MASSIVE ROCK THAT IS ALMOST SEPARATED
 QE1167'FROM THE MAINLAND BY A CREVICE AND THE STATION MARK ON THE HIGHEST
 QE1167'PART OF THE MASSIVE ROCK OR LEDGE.  WITH YELLOW PAINT THE LETTERS B M
 QE1167'WAS PAINTED BESIDE THE MARK.
 QE1167
 QE1167                          STATION RECOVERY (1977)
 QE1167
 QE1167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 QE1167'THE STATION MARK, STAMPED CAVE 1927, REFERENCE MARK NO. 1,
 QE1167'STAMPED CAVE NO 1 1927, AND REFERENCE MARK NO. 2, STAMPED CAVE
 QE1167'NO 2 1927, WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE
 QE1167'TO REACH IS CORRECT, AND ADEQUATE FOR RECOVERY.  TRIANGULATION
 QE1167'STATION TRAIN 2 MAY BE USED FOR THE AZIMUTH MARK.  SEE
 QE1167'DESCRIPTION THEREOF.
 QE1167'
 QE1167'NOTE--THIS STATION CAN BE REACHED ONLY AT THE LOWER STAGES OF
 QE1167'THE TIDE, EVEN THEN IT IS DANGEROUS WITH A FULL PACK.
 QE1167'
 QE1167'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QE1167'2 MILES SOUTH OF DEPOE BAY.
 QE1167
 QE1167                          STATION RECOVERY (1977)
 QE1167
 QE1167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 QE1167'RECOVERED IN GOOD CONDITION.
 QE1167
 QE1167                          STATION RECOVERY (1987)
 QE1167
 QE1167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE1167'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  17.7 KM
 QE1167'(11.00 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM ITS JUNCTION WITH
 QE1167'U.S. HIGHWAY 20 IN NEWPORT, IN THE CENTER OF A 10 BY 10 FOOT EXPOSED
 QE1167'AREA OF BEDROCK AT THE WEST EDGE OF ROCKY CREEK PARK, 243.8 M (799.9
 QE1167'FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 17.2 M (56.4 FT)
 QE1167'EAST-SOUTHEAST OF CAVE RM 1, AND 8.3 M (27.2 FT) SOUTH-SOUTHEAST OF
 QE1167'CAVE RM 2.  NOTE--THIS MARK CAN ONLY BE REACHED AT EXTREME LOW TIDE,
 QE1167'NOT LEVELED TO THIS SURVEY.
 QE1167'THE MARK IS 4.5 M BELOW THE HIGHWAY.
 QE1167
 QE1167                          STATION RECOVERY (2004)
 QE1167
 QE1167'RECOVERY NOTE BY US POWER SQUADRON 2004 (REC)
 QE1167'RECOVERED IN GOOD CONDITION.
 QE1167
 QE1167                          STATION RECOVERY (2006)
 QE1167
 QE1167'RECOVERY NOTE BY US POWER SQUADRON 2006 (DLM)
 QE1167'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2429 ***********************************************************************
 QE2429  DESIGNATION -  CAVE PRIME
 QE2429  PID         -  QE2429
 QE2429  STATE/COUNTY-  OR/LINCOLN
 QE2429  USGS QUAD   -  DEPOE BAY (1984)
 QE2429
 QE2429                         *CURRENT SURVEY CONTROL
 QE2429  ___________________________________________________________________
 QE2429* NAD 83(1991)-  44 47 04.82327(N)    124 04 22.56222(W)     ADJUSTED  
 QE2429* NAVD 88     -        19.     (meters)      62.     (feet)  SCALED    
 QE2429  ___________________________________________________________________
 QE2429  LAPLACE CORR-          21.79  (seconds)                    DEFLEC99
 QE2429  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 QE2429  HORZ ORDER  -  THIRD
 QE2429
 QE2429.The horizontal coordinates were established by classical geodetic methods
 QE2429.and adjusted by the National Geodetic Survey in October 1991.
 QE2429
 QE2429.The orthometric height was scaled from a topographic map.
 QE2429
 QE2429.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2429
 QE2429.The geoid height was determined by GEOID03.
 QE2429
 QE2429;                    North         East     Units Scale Factor Converg.
 QE2429;SPC OR N     -   130,485.735 2,217,347.946   MT  0.99991692   -2 32 01.9
 QE2429;SPC OR N     -   428,102.81  7,274,763.60   iFT  0.99991692   -2 32 01.9
 QE2429;UTM  10      - 4,959,590.650   415,120.213   MT  0.99968859   -0 45 21.1
 QE2429
 QE2429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2429!SPC OR N     -   1.00000076  x   0.99991692  =   0.99991768
 QE2429!UTM  10      -   1.00000076  x   0.99968859  =   0.99968935
 QE2429
 QE2429:                Primary Azimuth Mark                     Grid Az
 QE2429:SPC OR N     -  DEPOT                                    003 37 29.2
 QE2429:UTM  10      -  DEPOT                                    001 50 48.4
 QE2429
 QE2429|---------------------------------------------------------------------|
 QE2429| PID    Reference Object                     Distance      Geod. Az  |
 QE2429|                                                           dddmmss.s |
 QE2429| QE2433 DEPOT                               APPROX. 1.4 KM 0010527.3 |
 QE2429| QE1167 CAVE                                103.828 METERS 28618     |
 QE2429|---------------------------------------------------------------------|
 QE2429
 QE2429                          SUPERSEDED SURVEY CONTROL
 QE2429
 QE2429  NAD 83(1986)-  44 47 04.88704(N)    124 04 22.61168(W) AD(       ) 3
 QE2429  NAD 83(1986)-  44 47 04.98215(N)    124 04 22.59476(W) AD(       ) 3
 QE2429  NAD 27      -  44 47 05.54700(N)    124 04 18.20000(W) AD(       ) 3
 QE2429
 QE2429.Superseded values are not recommended for survey control.
 QE2429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2429.See file dsdata.txt to determine how the superseded data were derived.
 QE2429
 QE2429_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ1512059591(NAD 83)
 QE2429
 QE2429  HISTORY     - Date     Condition        Report By
 QE2429  HISTORY     - 1927     MONUMENTED       CGS
 QE2429  HISTORY     - 1934     SEE DESCRIPTION  CGS
 QE2429
 QE2429                          STATION DESCRIPTION
 QE2429
 QE2429'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (GLB)
 QE2429'THIS IS A TEMPORARY STATION AND IS UNMARKED.
 QE2429
 QE2429                          STATION RECOVERY (1934)
 QE2429
 QE2429'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (LAM)
 QE2429'THIS TEMPORARY UNMARKED STATION WAS ABOUT 350 FEET S OF EASTERLY
 QE2429'FROM STATION CAVE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1168 ***********************************************************************
 QE1168  DESIGNATION -  CAVE RM 1
 QE1168  PID         -  QE1168
 QE1168  STATE/COUNTY-  OR/LINCOLN
 QE1168  USGS QUAD   -  DEPOE BAY (1984)
 QE1168
 QE1168                         *CURRENT SURVEY CONTROL
 QE1168  ___________________________________________________________________
 QE1168* NAD 83(1986)-  44 47 05.     (N)    124 04 26.     (W)     SCALED    
 QE1168* NAVD 88     -        16.020  (meters)      52.56   (feet)  ADJUSTED  
 QE1168  ___________________________________________________________________
 QE1168  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 QE1168  DYNAMIC HT  -          16.020 (meters)      52.56  (feet)  COMP
 QE1168  MODELED GRAV-     980,612.9   (mgal)                       NAVD 88
 QE1168
 QE1168  VERT ORDER  -  FIRST     CLASS II
 QE1168
 QE1168.The horizontal coordinates were scaled from a topographic map and have
 QE1168.an estimated accuracy of +/- 6 seconds.
 QE1168
 QE1168.The orthometric height was determined by differential leveling
 QE1168.and adjusted in June 1991.
 QE1168
 QE1168.The geoid height was determined by GEOID03.
 QE1168
 QE1168.The dynamic height is computed by dividing the NAVD 88
 QE1168.geopotential number by the normal gravity value computed on the
 QE1168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1168.degrees latitude (g = 980.6199 gals.).
 QE1168
 QE1168.The modeled gravity was interpolated from observed gravity values.
 QE1168
 QE1168;                    North         East    Units  Estimated Accuracy
 QE1168;SPC OR N     -   130,500.    2,217,270.      MT  (+/- 180 meters Scaled)
 QE1168
 QE1168                          SUPERSEDED SURVEY CONTROL
 QE1168
 QE1168  NGVD 29 (??/??/92)   15.015  (m)           49.26   (f) ADJ UNCH    1 2
 QE1168
 QE1168.Superseded values are not recommended for survey control.
 QE1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1168.See file dsdata.txt to determine how the superseded data were derived.
 QE1168
 QE1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ150595(NAD 83)
 QE1168_MARKER: DR = REFERENCE MARK DISK
 QE1168_SETTING: 66 = SET IN ROCK OUTCROP
 QE1168_SP_SET: BEDROCK
 QE1168_STAMPING: CAVE NO 1 1927
 QE1168_MARK LOGO: CGS   
 QE1168_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QE1168+STABILITY: POSITION/ELEVATION WELL
 QE1168_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QE1168+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2006
 QE1168
 QE1168  HISTORY     - Date     Condition        Report By
 QE1168  HISTORY     - 1927     MONUMENTED       CGS
 QE1168  HISTORY     - 1965     GOOD             NGS
 QE1168  HISTORY     - 1977     GOOD             NGS
 QE1168  HISTORY     - 1987     GOOD             NGS
 QE1168  HISTORY     - 20040626 GOOD             USPSQD
 QE1168  HISTORY     - 20060708 GOOD             USPSQD
 QE1168
 QE1168                          STATION DESCRIPTION
 QE1168
 QE1168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 QE1168'2.0 MI S FROM DEPOE BAY.
 QE1168'1.9 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE DEPOE BAY POST OFFICE
 QE1168'TO THE ENTRANCE TO ROCK CREEK PARK ON THE RIGHT, TURN RIGHT AND GO
 QE1168'WEST IN THE PARK FOR 0.05 MILE TO THE END OF TRUCK TRAVEL.  FROM HERE
 QE1168'PACK WEST FOR ABOUT 300 FEET TO A MASSIVE ROCK LEDGE THAT IS ALMOST
 QE1168'SEPARATED FROM THE MAINLAND BY A CREVICE AND THE REFERENCE MARK 57
 QE1168'FEET WEST-SOUTHWEST OF TRIANGULATION STATION CAVE 1927.  WITH YELLOW
 QE1168'PAINT THE LETTERS B M WAS PAINTED ON EACH SIDE OF THE MARK.
 QE1168
 QE1168                          STATION RECOVERY (1977)
 QE1168
 QE1168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 QE1168'RECOVERED IN GOOD CONDITION.
 QE1168
 QE1168                          STATION RECOVERY (1987)
 QE1168
 QE1168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE1168'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  17.7 KM
 QE1168'(11.00 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM ITS JUNCTION WITH
 QE1168'U.S. HIGHWAY 20 IN NEWPORT, IN THE CENTER OF A 12 BY 12 FOOT EXPOSED
 QE1168'AREA OF BEDROCK AT THE WEST EDGE OF ROCKY CREEK PARK, 243.9 M (800.2
 QE1168'FT) WEST OF THE CENTERLINE OF THE HIGHWAY AND 17.2 M (56.4 FT)
 QE1168'WEST-SOUTHWEST OF TRIANGULATION STATION CAVE.  NOTE--THIS MARK CAN
 QE1168'ONLY BE REACHED AT EXTREME LOW TIDE, NOT LEVELED TO THIS SURVEY.
 QE1168'THE MARK IS 4.5 M BELOW THE HIGHWAY.
 QE1168
 QE1168                          STATION RECOVERY (2004)
 QE1168
 QE1168'RECOVERY NOTE BY US POWER SQUADRON 2004 (REC)
 QE1168'RECOVERED IN GOOD CONDITION.
 QE1168
 QE1168                          STATION RECOVERY (2006)
 QE1168
 QE1168'RECOVERY NOTE BY US POWER SQUADRON 2006 (DLM)
 QE1168'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1169 ***********************************************************************
 QE1169  DESIGNATION -  CAVE RM 2
 QE1169  PID         -  QE1169
 QE1169  STATE/COUNTY-  OR/LINCOLN
 QE1169  USGS QUAD   -  DEPOE BAY (1984)
 QE1169
 QE1169                         *CURRENT SURVEY CONTROL
 QE1169  ___________________________________________________________________
 QE1169* NAD 83(1986)-  44 47 05.     (N)    124 04 26.     (W)     SCALED    
 QE1169* NAVD 88     -        16.129  (meters)      52.92   (feet)  ADJUSTED  
 QE1169  ___________________________________________________________________
 QE1169  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 QE1169  DYNAMIC HT  -          16.129 (meters)      52.92  (feet)  COMP
 QE1169  MODELED GRAV-     980,612.9   (mgal)                       NAVD 88
 QE1169
 QE1169  VERT ORDER  -  FIRST     CLASS II
 QE1169
 QE1169.The horizontal coordinates were scaled from a topographic map and have
 QE1169.an estimated accuracy of +/- 6 seconds.
 QE1169
 QE1169.The orthometric height was determined by differential leveling
 QE1169.and adjusted in June 1991.
 QE1169
 QE1169.The geoid height was determined by GEOID03.
 QE1169
 QE1169.The dynamic height is computed by dividing the NAVD 88
 QE1169.geopotential number by the normal gravity value computed on the
 QE1169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1169.degrees latitude (g = 980.6199 gals.).
 QE1169
 QE1169.The modeled gravity was interpolated from observed gravity values.
 QE1169
 QE1169;                    North         East    Units  Estimated Accuracy
 QE1169;SPC OR N     -   130,500.    2,217,270.      MT  (+/- 180 meters Scaled)
 QE1169
 QE1169                          SUPERSEDED SURVEY CONTROL
 QE1169
 QE1169  NGVD 29 (??/??/92)   15.124  (m)           49.62   (f) ADJ UNCH    1 2
 QE1169
 QE1169.Superseded values are not recommended for survey control.
 QE1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1169.See file dsdata.txt to determine how the superseded data were derived.
 QE1169
 QE1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ150595(NAD 83)
 QE1169_MARKER: DR = REFERENCE MARK DISK
 QE1169_SETTING: 66 = SET IN ROCK OUTCROP
 QE1169_SP_SET: BEDROCK
 QE1169_STAMPING: CAVE NO 2 1927
 QE1169_MARK LOGO: CGS   
 QE1169_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QE1169+STABILITY: POSITION/ELEVATION WELL
 QE1169_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QE1169+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2006
 QE1169
 QE1169  HISTORY     - Date     Condition        Report By
 QE1169  HISTORY     - 1927     MONUMENTED       CGS
 QE1169  HISTORY     - 1965     GOOD             NGS
 QE1169  HISTORY     - 1977     GOOD             NGS
 QE1169  HISTORY     - 1987     GOOD             NGS
 QE1169  HISTORY     - 20040626 GOOD             USPSQD
 QE1169  HISTORY     - 20060708 GOOD             USPSQD
 QE1169
 QE1169                          STATION DESCRIPTION
 QE1169
 QE1169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 QE1169'2.0 MI S FROM DEPOE BAY.
 QE1169'1.9 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE DEPOE BAY POST OFFICE
 QE1169'TO THE ENTRANCE TO ROCK CREEK PARK ON THE RIGHT, TURN RIGHT AND GO
 QE1169'WEST IN THE PARK FOR 0.05 MILE TO THE END OF TRUCK TRAVEL.  FROM HERE
 QE1169'PACK WEST FOR ABOUT 300 FEET TO A MASSIVE ROCK THAT IS ALMOST
 QE1169'SEPARATED FROM THE MAINLAND BY A CREVICE AND THE REFERENCE MARK 27
 QE1169'FEET NORTH OF TRIANGULATION CAVE 1927.  WITH YELLOW PAINT THE LETTERS
 QE1169'B M WERE PAINTED BESIDE THE MARK.
 QE1169
 QE1169                          STATION RECOVERY (1977)
 QE1169
 QE1169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 QE1169'RECOVERED IN GOOD CONDITION.
 QE1169
 QE1169                          STATION RECOVERY (1987)
 QE1169
 QE1169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE1169'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  17.7 KM
 QE1169'(11.00 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM ITS JUNCTION WITH
 QE1169'U.S. HIGHWAY 20 IN NEWPORT, IN THE CENTER OF A 6 BY 6 FOOT EXPOSED
 QE1169'AREA OF BEDROCK AT THE WESTERN EDGE OF ROCKY CREEK PARK, 243.9 M
 QE1169'(800.2 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, AND 8.3 M (27.2 FT)
 QE1169'NORTH-NORTHWEST OF TRIANGULATION STATION CAVE.  NOTE--THIS MARK CAN
 QE1169'ONLY BE REACHED AT EXTREME LOW TIDE, NOT LEVELED TO THIS SURVEY.
 QE1169'THE MARK IS 4.5 M BELOW THE HIGHWAY.
 QE1169
 QE1169                          STATION RECOVERY (2004)
 QE1169
 QE1169'RECOVERY NOTE BY US POWER SQUADRON 2004 (REC)
 QE1169'RECOVERED IN GOOD CONDITION.
 QE1169
 QE1169                          STATION RECOVERY (2006)
 QE1169
 QE1169'RECOVERY NOTE BY US POWER SQUADRON 2006 (DLM)
 QE1169'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1266 ***********************************************************************
 NZ1266  DESIGNATION -  CAVES
 NZ1266  PID         -  NZ1266
 NZ1266  STATE/COUNTY-  OR/JOSEPHINE
 NZ1266  USGS QUAD   -  KERBY PEAK (1986)
 NZ1266
 NZ1266                         *CURRENT SURVEY CONTROL
 NZ1266  ___________________________________________________________________
 NZ1266* NAD 83(1991)-  42 07 38.83325(N)    123 24 20.67880(W)     ADJUSTED  
 NZ1266* NAVD 88     -      1599.0    (meters)    5246.     (feet)  VERTCON   
 NZ1266  ___________________________________________________________________
 NZ1266  LAPLACE CORR-          12.52  (seconds)                    DEFLEC99
 NZ1266  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 NZ1266  HORZ ORDER  -  THIRD
 NZ1266
 NZ1266.The horizontal coordinates were established by classical geodetic methods
 NZ1266.and adjusted by the National Geodetic Survey in October 1991.
 NZ1266
 NZ1266.The NAVD 88 height was computed by applying the VERTCON shift value to
 NZ1266.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NZ1266
 NZ1266.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ1266
 NZ1266.The geoid height was determined by GEOID03.
 NZ1266
 NZ1266;                    North         East     Units Scale Factor Converg.
 NZ1266;SPC OR S     -    55,355.358 1,259,772.118   MT  1.00005818   -1 59 16.6
 NZ1266;SPC OR S     -   181,612.07  4,133,110.62   iFT  1.00005818   -1 59 16.6
 NZ1266;SPC CA 1     -   811,214.426 1,883,753.309   MT  1.00014976   -0 55 09.1
 NZ1266;SPC CA 1     - 2,661,459.33  6,180,280.65   sFT  1.00014976   -0 55 09.1
 NZ1266;UTM  10      - 4,664,007.070   466,464.347   MT  0.99961384   -0 16 19.8
 NZ1266
 NZ1266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NZ1266!SPC OR S     -   0.99975305  x   1.00005818  =   0.99981121
 NZ1266!SPC CA 1     -   0.99975305  x   1.00014976  =   0.99990277
 NZ1266!UTM  10      -   0.99975305  x   0.99961384  =   0.99936698
 NZ1266
 NZ1266:                Primary Azimuth Mark                     Grid Az
 NZ1266:SPC OR S     -  7043=GRAYBACK                            106 12 02.3
 NZ1266:SPC CA 1     -  7043=GRAYBACK                            105 07 54.8
 NZ1266:UTM  10      -  7043=GRAYBACK                            104 29 05.5
 NZ1266
 NZ1266|---------------------------------------------------------------------|
 NZ1266| PID    Reference Object                     Distance      Geod. Az  |
 NZ1266|                                                           dddmmss.s |
 NZ1266| NZ1257 7043=GRAYBACK                       APPROX. 8.0 KM 1041245.7 |
 NZ1266| CD9183 CAVES RM 1                            7.593 METERS 11926     |
 NZ1266| NZ1267 T40 39S R6W SECS 3 4 33 CC            8.863 METERS 27842     |
 NZ1266|---------------------------------------------------------------------|
 NZ1266
 NZ1266                          SUPERSEDED SURVEY CONTROL
 NZ1266
 NZ1266  NAD 83(1986)-  42 07 38.82563(N)    123 24 20.68279(W) AD(       ) 3
 NZ1266  NAD 27      -  42 07 39.39650(N)    123 24 16.46590(W) AD(       ) 3
 NZ1266  NGVD 29 (07/19/86) 1598.0    (m)         5243.     (f) VERT ANG    3  
 NZ1266
 NZ1266.Superseded values are not recommended for survey control.
 NZ1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1266.See file dsdata.txt to determine how the superseded data were derived.
 NZ1266
 NZ1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM6646464007(NAD 83)
 NZ1266_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NZ1266_SETTING: 80 = SET IN A BOULDER
 NZ1266_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 NZ1266
 NZ1266  HISTORY     - Date     Condition        Report By
 NZ1266  HISTORY     - 1952     MONUMENTED       CGS
 NZ1266
 NZ1266                          STATION DESCRIPTION
 NZ1266
 NZ1266'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 NZ1266'STATION IS LOCATED ON THE HIGHEST POINT OF WHAT IS LOCALLY KNOWN
 NZ1266'AS BUCK PK., AIRLINE, ABOUT 13 MILES EAST SOUTHEAST OF CAVE
 NZ1266'JUNCTION, 2-1/2 MILES NORTH OF THE OREGON CAVES, BETWEEN LOST
 NZ1266'CANYON AND BIG GRAYBACK CREEK.
 NZ1266'
 NZ1266'STATION IS REACHED AS FOLLOWS--FROM THE U.S. POST OFFICE IN
 NZ1266'CAVE JUNCTION, GO SOUTH ON U.S. HIGHWAY 199 FOR 0.25 MILE TO STATE
 NZ1266'HIGHWAY 46 ON THE LEFT.  TURN LEFT ON STATE HIGHWAY 46 AND GO 1.7
 NZ1266'MILES TO A FORK.  TAKE THE LEFT FORK AND GO 9.8 MILES TO A GRAVEL
 NZ1266'ROAD ON THE LEFT JUST BEFORE REACHING THE BRIDGE OVER BIG
 NZ1266'GRAYBACK CREEK.  TURN LEFT, UP THE CREEK, AND GO 4.4 MILES TO A
 NZ1266'FORK.  TAKE THE LEFT FORK AND GO 0.1 MILE TO A FORK.  TURN
 NZ1266'RIGHT, CROSS THE BRIDGE, AND GO 0.4 MILE TO A DIAGONAL
 NZ1266'CROSSROAD.  CONTINUE STRAIGHT AHEAD, UP THE HILL, AND GO 0.3 MILE
 NZ1266'TO A FORK.  TAKE THE RIGHT FORK AND GO 0.1 MILE TO A FORK.  TAKE
 NZ1266'THE LEFT FORK AND GO 0.3 MILE TO A FORK.  TAKE THE RIGHT FORK
 NZ1266'AROUND THE SIDE OF THE HILL FOR 0.3 MILE TO A WIDE AREA IN THE
 NZ1266'ROAD WHERE THEY HAVE BEEN LOADING LOGS AND AT THIS TIME IS THE
 NZ1266'END OF THE ROAD.  FROM HERE PACK LEFT, UP THE LEFT SIDE OF THE
 NZ1266'DRAW, WEST SOUTHWEST, TO THE TOP OF THE RIDGE AND THE START OF THE
 NZ1266'BLAZED TRAIL THROUGH THE TREES.  FOLLOW THE BLAZED TRAIL
 NZ1266'SOUTH, ALONG THE CREST OF THE RIDGE FOR ABOUT 1 MILE TO THE
 NZ1266'HIGHEST POINT AND THE STATION.  TIME OF PACK IS APPROXIMATELY
 NZ1266'1-1/2 HOURS.
 NZ1266'
 NZ1266'STATION MARK, STAMPED CAVES 1952, IS A STANDARD DISK CEMENTED IN
 NZ1266'A DRILL HOLE IN A BOULDER FLUSH WITH THE GROUND.  IT IS ABOUT 90
 NZ1266'FEET NORTHWEST OF THE HIGHEST POINT OF THE HILL, 10 FEET SOUTHEAST
 NZ1266'OF A 3 INCH BLAZED PINE TREE AND 9 FEET NORTH OF A 3 INCH BLAZED
 NZ1266'PINE TREE.
 NZ1266'
 NZ1266'REFERENCE MARK NUMBER 1, STAMPED CAVES NO 1 1952, IS A STANDARD
 NZ1266'DISK CEMENTED IN A DRILL HOLE IN A BOULDER PROJECTING 30 INCHES AND
 NZ1266'IS 3-1/2 FEET HIGHER IN ELEVATION THAN THE STATION.
 NZ1266'
 NZ1266'U.S. GENERAL LAND OFFICE MARK, REFERENCE MARK NUMBER 2, STAMPED
 NZ1266'T 39 S, R 6 W, S 33, S 4, S 3, T 40 S, R 6 W, CC 1923, IS A BRONZE
 NZ1266'DISK RIVETED TO THE TOP OF A 2 INCH IRON PIPE THAT PROJECTS 10
 NZ1266'INCHES AND IS AT THE SAME ELEVATION AS THE STATION.
 NZ1266'
 NZ1266'STATION GRAYBACK (USGS) IS USED FOR THE AZIMUTH MARK.
 NZ1266'
 NZ1266'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2328 ***********************************************************************
 RD2328  DESIGNATION -  CAY
 RD2328  PID         -  RD2328
 RD2328  STATE/COUNTY-  OR/MULTNOMAH
 RD2328  USGS QUAD   -  CAMAS (1993)
 RD2328
 RD2328                         *CURRENT SURVEY CONTROL
 RD2328  ___________________________________________________________________
 RD2328* NAD 83(1991)-  45 31 08.64460(N)    122 27 00.02568(W)     ADJUSTED  
 RD2328* NAVD 88     -        75.00   (+/-2cm)     246.1    (feet)  VERTCON   
 RD2328  ___________________________________________________________________
 RD2328  LAPLACE CORR-           2.36  (seconds)                    DEFLEC99
 RD2328  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 RD2328  HORZ ORDER  -  THIRD
 RD2328  VERT ORDER  -  THIRD ? (See Below)
 RD2328
 RD2328.The horizontal coordinates were established by classical geodetic methods
 RD2328.and adjusted by the National Geodetic Survey in October 1991.
 RD2328
 RD2328.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD2328.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD2328.The vertical order pertains to the NGVD 29 superseded value.
 RD2328
 RD2328.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2328
 RD2328.The geoid height was determined by GEOID03.
 RD2328
 RD2328;                    North         East     Units Scale Factor Converg.
 RD2328;SPC OR N     -   207,681.821 2,347,670.679   MT  0.99991325   -1 22 58.5
 RD2328;SPC OR N     -   681,370.80  7,702,331.62   iFT  0.99991325   -1 22 58.5
 RD2328;SPC WA S     -    22,528.359   347,645.087   MT  1.00008601   -1 24 59.3
 RD2328;SPC WA S     -    73,911.79  1,140,565.59   sFT  1.00008601   -1 24 59.3
 RD2328;UTM  10      - 5,040,761.999   542,954.666   MT  0.99962268   +0 23 32.7
 RD2328
 RD2328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2328!SPC OR N     -   0.99999180  x   0.99991325  =   0.99990505
 RD2328!SPC WA S     -   0.99999180  x   1.00008601  =   1.00007781
 RD2328!UTM  10      -   0.99999180  x   0.99962268  =   0.99961449
 RD2328
 RD2328                          SUPERSEDED SURVEY CONTROL
 RD2328
 RD2328  NAD 83(1986)-  45 31 08.66004(N)    122 27 00.03161(W) AD(       ) 3
 RD2328  NAD 27      -  45 31 09.22500(N)    122 26 55.69600(W) AD(       ) 3
 RD2328  NGVD 29 (07/19/86)   73.95   (m)          242.6    (f) LEVELING    3  
 RD2328
 RD2328.Superseded values are not recommended for survey control.
 RD2328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2328.See file dsdata.txt to determine how the superseded data were derived.
 RD2328
 RD2328_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER4295540762(NAD 83)
 RD2328_MARKER: DB = BENCH MARK DISK
 RD2328_SETTING: 0 = UNSPECIFIED SETTING
 RD2328_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD2328
 RD2328  HISTORY     - Date     Condition        Report By
 RD2328  HISTORY     - 1946     MONUMENTED       CGS
 RD2328  HISTORY     - 1952     MARK NOT FOUND   CGS
 RD2328  HISTORY     - 19941005 MARK NOT FOUND   USPSQD
 RD2328
 RD2328                          STATION DESCRIPTION
 RD2328
 RD2328'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAE)
 RD2328'THE STATION IS LOCATED ABOUT 6 MILES E OF PORTLAND, 0.75 MILE W OF
 RD2328'TWELVEMILE CORNER ON BASE LINE ROAD, IN THE ROADWAY OF A CULVERT,
 RD2328'13.5 FEET S OF THE CENTER OF THE HIGHWAY, AND 1 FOOT E OF THE SW
 RD2328'CORNER OF THE CULVERT.
 RD2328'
 RD2328'STATION MARK IS A STANDARD STATE SURVEY BENCH-MARK DISK SET IN A
 RD2328'DRILL HOLE IN THE DECK OF THE CULVERT.  DISK IS STAMPED CAY, 1935,
 RD2328'243.
 RD2328'
 RD2328'BENCH MARK BAL (OREG. GEOD. S.), WHICH IS ALSO A TRAVERSE STATION, IS
 RD2328'VISIBLE FROM THE GROUND AT THIS STATION.
 RD2328
 RD2328                          STATION RECOVERY (1952)
 RD2328
 RD2328'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ANS)
 RD2328'THE STATION WAS SEARCHED FOR BUT WAS NOT FOUND AT THE POSITION
 RD2328'DESCRIBED.  IT WAS NOT POSSIBLE TO DO ANY LARGE AMOUNT OF EXCAVATING
 RD2328'WITHOUT INJURY TO THE ROADBED.
 RD2328
 RD2328                          STATION RECOVERY (1994)
 RD2328
 RD2328'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD2328'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB1491 ***********************************************************************
 RB1491  FBN         -  This is a Federal Base Network Control Station.
 RB1491  DESIGNATION -  CBL 1
 RB1491  PID         -  RB1491
 RB1491  STATE/COUNTY-  OR/MORROW
 RB1491  USGS QUAD   -  HEPPNER (1968)
 RB1491
 RB1491                         *CURRENT SURVEY CONTROL
 RB1491  ___________________________________________________________________
 RB1491* NAD 83(2007)-  45 20 38.60860(N)    119 32 56.48348(W)     ADJUSTED  
 RB1491* NAVD 88     -       666.0    (meters)    2185.     (feet)  GPS OBS   
 RB1491  ___________________________________________________________________
 RB1491  EPOCH DATE  -        2007.00
 RB1491  X           -  -2,214,781.222 (meters)                     COMP
 RB1491  Y           -  -3,906,809.301 (meters)                     COMP
 RB1491  Z           -   4,514,763.692 (meters)                     COMP
 RB1491  LAPLACE CORR-           2.75  (seconds)                    DEFLEC99
 RB1491  ELLIP HEIGHT-         645.311 (meters)          (02/10/07) ADJUSTED
 RB1491  GEOID HEIGHT-         -20.57  (meters)                     GEOID03
 RB1491
 RB1491  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 RB1491  Type    PID    Designation                      North   East  Ellip
 RB1491  -------------------------------------------------------------------
 RB1491  NETWORK RB1491 CBL 1                             0.45   0.35   1.14
 RB1491  -------------------------------------------------------------------
 RB1491
 RB1491.The horizontal coordinates were established by GPS observations
 RB1491.and adjusted by the National Geodetic Survey in February 2007.
 RB1491
 RB1491.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 RB1491.See www.ngs.noaa.gov/NationalReadjustment for more information.
 RB1491.The horizontal coordinates are valid at the epoch date displayed above.
 RB1491.The epoch date for horizontal control is a decimal equivalence
 RB1491.of Year/Month/Day.
 RB1491
 RB1491.The orthometric height was determined by GPS observations and a
 RB1491.high-resolution geoid model.
 RB1491
 RB1491.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RB1491
 RB1491.The Laplace correction was computed from DEFLEC99 derived deflections.
 RB1491
 RB1491.The ellipsoidal height was determined by GPS observations
 RB1491.and is referenced to NAD 83.
 RB1491
 RB1491.The geoid height was determined by GEOID03.
 RB1491
 RB1491;                    North         East     Units Scale Factor Converg.
 RB1491;SPC OR N     -   186,833.175 2,574,522.176   MT  0.99989925   +0 40 27.9
 RB1491;SPC OR N     -   612,969.73  8,446,595.07   iFT  0.99989925   +0 40 27.9
 RB1491;UTM  11      - 5,024,332.925   300,304.678   MT  1.00009034   -1 48 49.8
 RB1491
 RB1491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RB1491!SPC OR N     -   0.99989884  x   0.99989925  =   0.99979810
 RB1491!UTM  11      -   0.99989884  x   1.00009034  =   0.99998917
 RB1491
 RB1491                          SUPERSEDED SURVEY CONTROL
 RB1491
 RB1491  NAD 83(1998)-  45 20 38.60781(N)    119 32 56.48205(W) AD(       ) A
 RB1491  ELLIP H (03/21/00)  645.315  (m)                       GP(       ) 3 2
 RB1491  NAD 83(1991)-  45 20 38.60641(N)    119 32 56.48180(W) AD(       ) B
 RB1491  ELLIP H (02/25/91)  645.445  (m)                       GP(       ) 4 1
 RB1491  NGVD 29 (02/25/91)  664.9    (m)         2181.     (f) GPS OBS     3  
 RB1491
 RB1491.Superseded values are not recommended for survey control.
 RB1491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1491.See file dsdata.txt to determine how the superseded data were derived.
 RB1491
 RB1491_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL0030524333(NAD 83)
 RB1491_MARKER: DD = SURVEY DISK
 RB1491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB1491_SP_SET: CONCRETE POST
 RB1491_STAMPING: CBL 1 1980
 RB1491_MARK LOGO: USE   
 RB1491_MAGNETIC: N = NO MAGNETIC MATERIAL
 RB1491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB1491+STABILITY: SURFACE MOTION
 RB1491_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RB1491+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2005
 RB1491
 RB1491  HISTORY     - Date     Condition        Report By
 RB1491  HISTORY     - 1980     MONUMENTED       USE
 RB1491  HISTORY     - 19890502 GOOD             NGS
 RB1491  HISTORY     - 19980916 GOOD             NGS
 RB1491  HISTORY     - 19981010 GOOD             NGS
 RB1491  HISTORY     - 20051214 GOOD             ORDT
 RB1491
 RB1491                          STATION DESCRIPTION
 RB1491
 RB1491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 RB1491'THE STATION IS LOCATED ABOUT 1.5 MILES SOUTHEAST OF HEPPNER AND AT THE
 RB1491'WILLOW CREEK DAM.
 RB1491'TO REACH FROM THE JUNCTION OF HIGHWAY 207 AND HIGHWAY 74 (MAIN AND
 RB1491'WEST MAY STREET) GO SOUTH ON HIGHWAY 207 FOR 1.44 KM (0.89 MI) TO
 RB1491'WILLOW CREEK ROAD, GO EAST ON WILLOW CREEK ROAD 0.96 KM (0.60 MI) TO
 RB1491'THE ACCESS ROAD TO THE CORPS OF ENGINEERS WILLOW CREEK DAM
 RB1491'MAINTENANCE YARD, TURN LEFT AND GO 0.08 KM (0.05 MI) ON THE LEFT.
 RB1491'THE STATION IS LOCATED IN THE BANK ABOUT 1.2 M (3.9 FT) ABOVE THE WEST
 RB1491'EDGE OF THE ACCESS ROAD, 1.8 M (5.9 FT) EAST OF A FIELD FENCE, 3.51 M
 RB1491'(11.52 FT) WEST OF THE EDGE OF THE PAVEMENT, AND 12.13 M (39.80 FT)
 RB1491'WEST OF A DOUBLE GATE AT A POINT 28.44 M (93.31 FT) NORTH OF THE
 RB1491'SOUTHWEST CORNER OF THE MAINTENANCE YARD FENCE.  FOUR GREEN STEEL
 RB1491'FENCE POSTS ARE SET AROUND THIS MONUMENT.
 RB1491'DESCRIBED BY ROD HANLEY, ORDOT.
 RB1491
 RB1491                          STATION RECOVERY (1998)
 RB1491
 RB1491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (MLM)
 RB1491'THE STATION IS LOCATED 2.4 KM (1.50 MI) SOUTHEAST OF HEPPENER, ON THE
 RB1491'EAST EDGE OF A CUT EMBANKMENT DIRECTLY WEST AND ACROSS THE ROAD FROM
 RB1491'THE ENTRANCE GATE FOR THE U.S. CORPS OF ENGINEERS MAINTENANCE YARD AT
 RB1491'WILLOW CREEK DAM.  OWNERSHIP--U.S. CORPS OF ENGINEERS.  TO REACH THE
 RB1491'STATION FROM THE JUNCTION OF STATE HIGHWAYS 74 AND 207 IN HEPPENER, GO
 RB1491'SOUTHEAST ON HIGHWAY 207 FOR 1.45 KM (0.90 MI) TO THE JUNCTION OF
 RB1491'WILLOW CREEK ROAD ON THE LEFT.  TURN LEFT, EAST, ON WILLOW CREEK ROAD
 RB1491'FOR 0.96 KM (0.60 MI) TO A PAVED ROAD ON THE LEFT FOR WILLOW CREEK DAM
 RB1491'CAMPGROUND RECREATION AREA AND CORPS ENGINEERS MAINTENANCE YARD.  TURN
 RB1491'LEFT, NORTH, ON THE ROAD FOR 0.08 KM (0.05 MI) TO THE STATION ON THE
 RB1491'LEFT ON THE EAST EDGE OF A CUT EMBANKMENT AND SURROUNDED BY FOUR METAL
 RB1491'FENCE POSTS.  THE STATION IS A US CORPS OF ENGINEERS SURVEY DISK SET
 RB1491'IN THE TOP OF A 30 CM ROUND CONCRETE POST ABOUT 30 CM BELOW THE TOP OF
 RB1491'THE EMBANKMENT.  IT IS 38.4 M (126.0 FT) SOUTHWEST FORM THE NORTHWEST
 RB1491'CORNER POST OF THE CHAIN LINK FENCE AROUND THE MAINTENANCE BUILDING,
 RB1491'34.7 M (113.8 FT) NORTH FROM A POWER POLE WITH TWO TRANSFORMERS,
 RB1491'SINGLE GUY WIRE AND LINES CROSSING THE HIGHWAY TO THE BUILDING, 29.4 M
 RB1491'(96.5 FT) SOUTH FROM A POWER POLE WITH A TRANSFORMER, SINGLE GUY WIRE
 RB1491'AND LINES CROSSING THE HIGHWAY TO THE CAMPGROUND, AND 13.32 M (43.70
 RB1491'FT) WEST-NORTHWEST FROM THE SOUTH METAL GATE POST OF THE ENTRANCE GATE
 RB1491'FOR THE MAINTENANCE YARD.
 RB1491
 RB1491                          STATION RECOVERY (1998)
 RB1491
 RB1491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 RB1491'RECOVERED AS DESCRIBED.
 RB1491
 RB1491                          STATION RECOVERY (2005)
 RB1491
 RB1491'RECOVERY NOTE BY OREGON DEPARTMENT OF TRANSPORTATION 2005 (RLM)
 RB1491'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0573 ***********************************************************************
 RC0573  DESIGNATION -  CBL 2
 RC0573  PID         -  RC0573
 RC0573  STATE/COUNTY-  OR/SHERMAN
 RC0573  USGS QUAD   -  RUFUS (1971)
 RC0573
 RC0573                         *CURRENT SURVEY CONTROL
 RC0573  ___________________________________________________________________
 RC0573* NAD 83(1986)-  45 42 41.     (N)    120 41 19.     (W)     SCALED    
 RC0573* NAVD 88     -        86.617  (meters)     284.18   (feet)  ADJUSTED  
 RC0573  ___________________________________________________________________
 RC0573  GEOID HEIGHT-         -21.33  (meters)                     GEOID03
 RC0573  DYNAMIC HT  -          86.615 (meters)     284.17  (feet)  COMP
 RC0573  MODELED GRAV-     980,597.9   (mgal)                       NAVD 88
 RC0573
 RC0573  VERT ORDER  -  FIRST     CLASS I
 RC0573
 RC0573.The horizontal coordinates were scaled from a topographic map and have
 RC0573.an estimated accuracy of +/- 6 seconds.
 RC0573
 RC0573.The orthometric height was determined by differential leveling
 RC0573.and adjusted in June 1991.
 RC0573
 RC0573.The geoid height was determined by GEOID03.
 RC0573
 RC0573.The dynamic height is computed by dividing the NAVD 88
 RC0573.geopotential number by the normal gravity value computed on the
 RC0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0573.degrees latitude (g = 980.6199 gals.).
 RC0573
 RC0573.The modeled gravity was interpolated from observed gravity values.
 RC0573
 RC0573;                    North         East    Units  Estimated Accuracy
 RC0573;SPC OR N     -   227,230.    2,485,320.      MT  (+/- 180 meters Scaled)
 RC0573
 RC0573                          SUPERSEDED SURVEY CONTROL
 RC0573
 RC0573  NGVD 29 (??/??/92)   85.630  (m)          280.94   (f) ADJ UNCH    1 1
 RC0573
 RC0573.Superseded values are not recommended for survey control.
 RC0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0573.See file dsdata.txt to determine how the superseded data were derived.
 RC0573
 RC0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR799645(NAD 83)
 RC0573_MARKER: DD = SURVEY DISK
 RC0573_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RC0573_SP_SET: CONCRETE DECK
 RC0573_STAMPING: C B L 2-2
 RC0573_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RC0573
 RC0573  HISTORY     - Date     Condition        Report By
 RC0573  HISTORY     - UNK      MONUMENTED       DOD
 RC0573  HISTORY     - 1968     GOOD             NGS
 RC0573
 RC0573                          STATION DESCRIPTION
 RC0573
 RC0573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RC0573'2.2 MI NE FROM RUFUS.
 RC0573'2.2 MILES NORTHEAST ALONG INTERSTATE HIGHWAY 80 N FROM AN OVERPASS AT
 RC0573'THE ACCESS ROAD AT RUFUS, AT THE SOUTHEAST END OF JOHN DAY DAM, AT THE
 RC0573'SOUTHEAST END OF A CRANE TRACK, IN THE TOP OF THE EXTREME SOUTHEAST
 RC0573'END OF THE UPPER POWERHOUSE CONCRETE ROADWAY DECK, 39.0 FEET NORTH OF
 RC0573'THE EAST CORNER OF AN OFFICE BUILDING, 33.4 FEET NORTHEAST OF A
 RC0573'FLAGPOLE WHICH IS ATTACHED TO A BUILDING, 8.0 FEET NORTHWEST OF THE
 RC0573'SOUTHEAST END OF THE NORTHEAST CRANE TRACK, 3.0 FEET WEST OF THE WEST
 RC0573'CORNER OF A CONCRETE GUARDRAIL, AND ABOUT LEVEL WITH THE DECK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0696 ***********************************************************************
 RB0696  DESIGNATION -  CBL N 14+00
 RB0696  PID         -  RB0696
 RB0696  STATE/COUNTY-  OR/UMATILLA
 RB0696  USGS QUAD   -  UMATILLA (1993)
 RB0696
 RB0696                         *CURRENT SURVEY CONTROL
 RB0696  ___________________________________________________________________
 RB0696* NAD 83(1986)-  45 55 26.     (N)    119 17 41.     (W)     SCALED    
 RB0696* NAVD 88     -       120.959  (meters)     396.85   (feet)  ADJUSTED  
 RB0696  ___________________________________________________________________
 RB0696  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 RB0696  DYNAMIC HT  -         120.959 (meters)     396.85  (feet)  COMP
 RB0696  MODELED GRAV-     980,613.3   (mgal)                       NAVD 88
 RB0696
 RB0696  VERT ORDER  -  FIRST     CLASS II
 RB0696
 RB0696.The horizontal coordinates were scaled from a topographic map and have
 RB0696.an estimated accuracy of +/- 6 seconds.
 RB0696
 RB0696.The orthometric height was determined by differential leveling
 RB0696.and adjusted in June 1991.
 RB0696
 RB0696.The geoid height was determined by GEOID03.
 RB0696
 RB0696.The dynamic height is computed by dividing the NAVD 88
 RB0696.geopotential number by the normal gravity value computed on the
 RB0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0696.degrees latitude (g = 980.6199 gals.).
 RB0696
 RB0696.The modeled gravity was interpolated from observed gravity values.
 RB0696
 RB0696;                    North         East    Units  Estimated Accuracy
 RB0696;SPC OR N     -   251,530.    2,593,490.      MT  (+/- 180 meters Scaled)
 RB0696
 RB0696                          SUPERSEDED SURVEY CONTROL
 RB0696
 RB0696  NGVD 29 (??/??/92)  119.956  (m)          393.56   (f) ADJ UNCH    1 2
 RB0696
 RB0696.Superseded values are not recommended for survey control.
 RB0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0696.See file dsdata.txt to determine how the superseded data were derived.
 RB0696
 RB0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL220881(NAD 83)
 RB0696_MARKER: DD = SURVEY DISK
 RB0696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0696_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0696_STAMPING: DA 14+00 BIC 50+00 N 1400.029 E 5000
 RB0696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0696+STABILITY: SURFACE MOTION
 RB0696
 RB0696  HISTORY     - Date     Condition        Report By
 RB0696  HISTORY     - UNK      MONUMENTED       DOD
 RB0696  HISTORY     - 1951     GOOD             NGS
 RB0696
 RB0696                          STATION DESCRIPTION
 RB0696
 RB0696'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 RB0696'IN MCNARY DAM.
 RB0696'AT MCNARY DAM, UMATILLA COUNTY, 2785 FEET SOUTH OF THE SOUTH END OF
 RB0696'THE ASSEMBLY BAY POWERHOUSE, 1600 FEET NORTHWEST OF THE WATER TANKS,
 RB0696'1000 FEET WEST-SOUTHWEST OF THE WATER PUMPHOUSE, 250 FEET SOUTH OF THE
 RB0696'ACCESS ROAD TO THE FIELD OFFICE, AND 2.6 FEET NORTHWEST OF A WHITE
 RB0696'WOODEN WITNESS POST.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD DISK,
 RB0696'STAMPED DA 14+00 BIC 50+00 N 1400.029 E 5000 AND SET IN THE TOP OF A
 RB0696'CONCRETE POST PROJECTING 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0695 ***********************************************************************
 RB0695  DESIGNATION -  CBL N 43+02
 RB0695  PID         -  RB0695
 RB0695  STATE/COUNTY-  OR/UMATILLA
 RB0695  USGS QUAD   -  UMATILLA (1993)
 RB0695
 RB0695                         *CURRENT SURVEY CONTROL
 RB0695  ___________________________________________________________________
 RB0695* NAD 83(1986)-  45 55 55.     (N)    119 17 48.     (W)     SCALED    
 RB0695* NAVD 88     -       111.041  (meters)     364.31   (feet)  ADJUSTED  
 RB0695  ___________________________________________________________________
 RB0695  GEOID HEIGHT-         -21.72  (meters)                     GEOID03
 RB0695  DYNAMIC HT  -         111.041 (meters)     364.31  (feet)  COMP
 RB0695  MODELED GRAV-     980,617.4   (mgal)                       NAVD 88
 RB0695
 RB0695  VERT ORDER  -  FIRST     CLASS II
 RB0695
 RB0695.The horizontal coordinates were scaled from a topographic map and have
 RB0695.an estimated accuracy of +/- 6 seconds.
 RB0695
 RB0695.The orthometric height was determined by differential leveling
 RB0695.and adjusted in June 1991.
 RB0695
 RB0695.The geoid height was determined by GEOID03.
 RB0695
 RB0695.The dynamic height is computed by dividing the NAVD 88
 RB0695.geopotential number by the normal gravity value computed on the
 RB0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0695.degrees latitude (g = 980.6199 gals.).
 RB0695
 RB0695.The modeled gravity was interpolated from observed gravity values.
 RB0695
 RB0695;                    North         East    Units  Estimated Accuracy
 RB0695;SPC OR N     -   252,430.    2,593,320.      MT  (+/- 180 meters Scaled)
 RB0695
 RB0695                          SUPERSEDED SURVEY CONTROL
 RB0695
 RB0695  NGVD 29 (??/??/92)  110.039  (m)          361.02   (f) ADJ UNCH    1 2
 RB0695
 RB0695.Superseded values are not recommended for survey control.
 RB0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0695.See file dsdata.txt to determine how the superseded data were derived.
 RB0695
 RB0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL219890(NAD 83)
 RB0695_MARKER: DD = SURVEY DISK
 RB0695_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RB0695_SP_SET: PIER
 RB0695_STAMPING: 361.003 N 43+02 E 50+00
 RB0695_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RB0695
 RB0695  HISTORY     - Date     Condition        Report By
 RB0695  HISTORY     - UNK      MONUMENTED       DOD
 RB0695  HISTORY     - 1951     GOOD             NGS
 RB0695
 RB0695                          STATION DESCRIPTION
 RB0695
 RB0695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 RB0695'IN MCNARY DAM.
 RB0695'AT MCNARY DAM, UMATILLA COUNTY, 117 FEET NORTH OF THE EXTREME END OF
 RB0695'THE CONCRETE ASSEMBLY BAY OF THE POWERHOUSE, AT THE FOURTH PIER NORTH
 RB0695'OF THE SOUTH ONE OF A ROW OF PIERS, 13.75 FEET WEST OF THE EAST EDGE
 RB0695'OF THE PIER, 2 FEET SOUTH OF THE JOINT BETWEEN THE SERVICE STATION AND
 RB0695'ASSEMBLY BAY, IN THE TOP OF THE PIER, AND LEVEL WITH THE TOP OF THE
 RB0695'POWERHOUSE.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD DISK, STAMPED
 RB0695'361.003 N 43+02 E 50+00.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0207 ***********************************************************************
 RD0207  DESIGNATION -  CC 107
 RD0207  PID         -  RD0207
 RD0207  STATE/COUNTY-  OR/CLACKAMAS
 RD0207  USGS QUAD   -  SANDY (1985)
 RD0207
 RD0207                         *CURRENT SURVEY CONTROL
 RD0207  ___________________________________________________________________
 RD0207* NAD 83(1986)-  45 25 57.     (N)    122 19 44.     (W)     SCALED    
 RD0207* NAVD 88     -       184.206  (meters)     604.35   (feet)  ADJUSTED  
 RD0207  ___________________________________________________________________
 RD0207  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 RD0207  DYNAMIC HT  -         184.194 (meters)     604.31  (feet)  COMP
 RD0207  MODELED GRAV-     980,550.4   (mgal)                       NAVD 88
 RD0207
 RD0207  VERT ORDER  -  SECOND    CLASS 0
 RD0207
 RD0207.The horizontal coordinates were scaled from a topographic map and have
 RD0207.an estimated accuracy of +/- 6 seconds.
 RD0207
 RD0207.The orthometric height was determined by differential leveling
 RD0207.and adjusted in June 1991.
 RD0207
 RD0207.The geoid height was determined by GEOID03.
 RD0207
 RD0207.The dynamic height is computed by dividing the NAVD 88
 RD0207.geopotential number by the normal gravity value computed on the
 RD0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0207.degrees latitude (g = 980.6199 gals.).
 RD0207
 RD0207.The modeled gravity was interpolated from observed gravity values.
 RD0207
 RD0207;                    North         East    Units  Estimated Accuracy
 RD0207;SPC OR N     -   197,840.    2,356,910.      MT  (+/- 180 meters Scaled)
 RD0207
 RD0207                          SUPERSEDED SURVEY CONTROL
 RD0207
 RD0207  NGVD 29 (??/??/92)  183.150  (m)          600.88   (f) ADJ UNCH    2 0
 RD0207
 RD0207.Superseded values are not recommended for survey control.
 RD0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0207.See file dsdata.txt to determine how the superseded data were derived.
 RD0207
 RD0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER524312(NAD 83)
 RD0207_MARKER: DB = BENCH MARK DISK
 RD0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0207_STAMPING: CC 107 1934
 RD0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0207+STABILITY: SURFACE MOTION
 RD0207
 RD0207  HISTORY     - Date     Condition        Report By
 RD0207  HISTORY     - 1934     MONUMENTED       CGS
 RD0207  HISTORY     - 1935     GOOD             ORDT
 RD0207  HISTORY     - 1954     MARK NOT FOUND   USGS
 RD0207
 RD0207                          STATION DESCRIPTION
 RD0207
 RD0207'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1935
 RD0207'1.4 MI NW FROM KELSO.
 RD0207'1.4 MILES NORTHWEST ALONG THE MOUNT HOOD LOOP HIGHWAY (OREGON 50) FROM
 RD0207'KELSO, CLACKAMAS COUNTY, 45 FEET NORTHEAST OF THE CENTER OF THE
 RD0207'JUNCTION OF A ROAD LEADING WEST TO OREGON CITY, 55 FEET NORTHWEST OF
 RD0207'THE CENTER LINE OF A ROAD LEADING NORTHEAST, AND 6 FEET NORTHWEST OF A
 RD0207'PORTLAND-GOVERNMENT CAMP HIGHWAY SIGNBOARD.  A STANDARD DISK, STAMPED
 RD0207'CC 107 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- USGS 1954
 RD0207'REPORT-- ROCK PILE AND LATH FOUND AT DESCRIBED POSITION. EVIDENCE OF
 RD0207'RECENT HIGHWAY WORK.
 RD0207
 RD0207                          STATION RECOVERY (1954)
 RD0207
 RD0207'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 RD0207'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC0561 ***********************************************************************
 SC0561  DESIGNATION -  CC 247
 SC0561  PID         -  SC0561
 SC0561  STATE/COUNTY-  OR/CLATSOP
 SC0561  USGS QUAD   -  WARRENTON (1996)
 SC0561
 SC0561                         *CURRENT SURVEY CONTROL
 SC0561  ___________________________________________________________________
 SC0561* NAD 83(1986)-  46 08 58.     (N)    123 55 43.     (W)     SCALED    
 SC0561* NAVD 88     -         6.577  (meters)      21.58   (feet)  ADJUSTED  
 SC0561  ___________________________________________________________________
 SC0561  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 SC0561  DYNAMIC HT  -           6.577 (meters)      21.58  (feet)  COMP
 SC0561  MODELED GRAV-     980,708.7   (mgal)                       NAVD 88
 SC0561
 SC0561  VERT ORDER  -  FIRST     CLASS II
 SC0561
 SC0561.The horizontal coordinates were scaled from a topographic map and have
 SC0561.an estimated accuracy of +/- 6 seconds.
 SC0561
 SC0561.The orthometric height was determined by differential leveling
 SC0561.and adjusted in June 1991.
 SC0561
 SC0561.The geoid height was determined by GEOID03.
 SC0561
 SC0561.The dynamic height is computed by dividing the NAVD 88
 SC0561.geopotential number by the normal gravity value computed on the
 SC0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0561.degrees latitude (g = 980.6199 gals.).
 SC0561
 SC0561.The modeled gravity was interpolated from observed gravity values.
 SC0561
 SC0561;                    North         East    Units  Estimated Accuracy
 SC0561;SPC OR N     -   281,530.    2,235,190.      MT  (+/- 180 meters Scaled)
 SC0561
 SC0561                          SUPERSEDED SURVEY CONTROL
 SC0561
 SC0561  NGVD 29 (??/??/92)    5.477  (m)           17.97   (f) ADJ UNCH    1 2
 SC0561
 SC0561.Superseded values are not recommended for survey control.
 SC0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0561.See file dsdata.txt to determine how the superseded data were derived.
 SC0561
 SC0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS282110(NAD 83)
 SC0561_MARKER: DD = SURVEY DISK
 SC0561_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SC0561_SP_SET: FOUNDATION
 SC0561_STAMPING: CC 247 1940
 SC0561_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SC0561
 SC0561  HISTORY     - Date     Condition        Report By
 SC0561  HISTORY     - 1940     MONUMENTED       ORDT
 SC0561  HISTORY     - 1965     GOOD             NGS
 SC0561  HISTORY     - 1987     MARK NOT FOUND   NGS
 SC0561  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 SC0561  HISTORY     - 20020914 MARK NOT FOUND   USPSQD
 SC0561
 SC0561                          STATION DESCRIPTION
 SC0561
 SC0561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 SC0561'1.1 MI S FROM WARRENTON.
 SC0561'1.1 MILES SOUTH ALONG SOUTH MAIN STREET FROM THE WARRENTON POST
 SC0561'OFFICE, AT THE JUNCTION WITH U.S. HIGHWAY 101, 100 FEET NORTHWEST OF
 SC0561'THE CENTER OF U.S. HIGHWAYS 101 AND 26, ON THE OUTSIDE OF A CURVE, 32
 SC0561'FEET EAST OF THE CENTER OF SOUTH MAIN STREET, 21 FEET NORTHWEST OF A
 SC0561'TELEPHONE POLE, 3 FEET SOUTHEAST OF THE EAST END OF A ROAD SIGN AND 2
 SC0561'FEET EAST OF A WITNESS POST, CEMENTED IN A DRILL HOLE IN AN OLD
 SC0561'CONCRETE FOUNDATION.
 SC0561
 SC0561                          STATION RECOVERY (1987)
 SC0561
 SC0561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SC0561'THE SCALES HAVE BEEN REMOVED.
 SC0561
 SC0561                          STATION RECOVERY (1989)
 SC0561
 SC0561'RECOVERY NOTE BY US POWER SQUADRON 1989 (RCC)
 SC0561'MARK NOT FOUND.
 SC0561
 SC0561                          STATION RECOVERY (2002)
 SC0561
 SC0561'RECOVERY NOTE BY US POWER SQUADRON 2002 (RCC)
 SC0561'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0876 ***********************************************************************
 RC0876  DESIGNATION -  CC 25
 RC0876  PID         -  RC0876
 RC0876  STATE/COUNTY-  OR/WASCO
 RC0876  USGS QUAD   -  THE DALLES SOUTH (1994)
 RC0876
 RC0876                         *CURRENT SURVEY CONTROL
 RC0876  ___________________________________________________________________
 RC0876* NAD 83(1986)-  45 35 56.     (N)    121 11 12.     (W)     SCALED    
 RC0876* NAVD 88     -        38.662  (meters)     126.84   (feet)  ADJUSTED  
 RC0876  ___________________________________________________________________
 RC0876  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 RC0876  DYNAMIC HT  -          38.661 (meters)     126.84  (feet)  COMP
 RC0876  MODELED GRAV-     980,599.4   (mgal)                       NAVD 88
 RC0876
 RC0876  VERT ORDER  -  FIRST     CLASS II
 RC0876
 RC0876.The horizontal coordinates were scaled from a topographic map and have
 RC0876.an estimated accuracy of +/- 6 seconds.
 RC0876
 RC0876.The orthometric height was determined by differential leveling
 RC0876.and adjusted in June 1991.
 RC0876
 RC0876.The geoid height was determined by GEOID03.
 RC0876
 RC0876.The dynamic height is computed by dividing the NAVD 88
 RC0876.geopotential number by the normal gravity value computed on the
 RC0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0876.degrees latitude (g = 980.6199 gals.).
 RC0876
 RC0876.The modeled gravity was interpolated from observed gravity values.
 RC0876
 RC0876;                    North         East    Units  Estimated Accuracy
 RC0876;SPC OR N     -   214,940.    2,446,430.      MT  (+/- 180 meters Scaled)
 RC0876
 RC0876                          SUPERSEDED SURVEY CONTROL
 RC0876
 RC0876  NGVD 29 (??/??/92)   37.664  (m)          123.57   (f) ADJ UNCH    1 2
 RC0876
 RC0876.Superseded values are not recommended for survey control.
 RC0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0876.See file dsdata.txt to determine how the superseded data were derived.
 RC0876
 RC0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR414510(NAD 83)
 RC0876_MARKER: DD = SURVEY DISK
 RC0876_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 RC0876+WITH SETTING: PAVEMENT
 RC0876_SP_SET: STEP
 RC0876_STAMPING: CC 25 1934
 RC0876_MARK LOGO: ORGS  
 RC0876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0876+STABILITY: SURFACE MOTION
 RC0876_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RC0876+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2008
 RC0876
 RC0876  HISTORY     - Date     Condition        Report By
 RC0876  HISTORY     - 1934     MONUMENTED       CGS
 RC0876  HISTORY     - 1942     GOOD             NGS
 RC0876  HISTORY     - 1984     GOOD             USPSQD
 RC0876  HISTORY     - 1987     GOOD             NGS
 RC0876  HISTORY     - 1989     GOOD             USPSQD
 RC0876  HISTORY     - 20080730 GOOD             GEOCAC
 RC0876
 RC0876                          STATION DESCRIPTION
 RC0876
 RC0876'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 RC0876'IN THE DALLES.
 RC0876'AT THE DALLES, WASCO COUNTY, ON THE NORTH SIDE OF FIFTH STREET,
 RC0876'BETWEEN WASHINGTON AND COURT STREETS, AT THE SOUTH ENTRANCE OF THE
 RC0876'WASCO COUNTY COURTHOUSE, AND IN THE EAST END OF THE BOTTOM STEP A
 RC0876'STATE SURVEY STANDARD DISK STAMPED CC 25 1934.
 RC0876
 RC0876                          STATION RECOVERY (1984)
 RC0876
 RC0876'RECOVERY NOTE BY US POWER SQUADRON 1984
 RC0876'RECOVERED IN GOOD CONDITION.
 RC0876
 RC0876                          STATION RECOVERY (1987)
 RC0876
 RC0876'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RC0876'RECOVERED IN GOOD CONDITION.
 RC0876
 RC0876                          STATION RECOVERY (1989)
 RC0876
 RC0876'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RC0876'RECOVERED IN GOOD CONDITION.
 RC0876
 RC0876                          STATION RECOVERY (2008)
 RC0876
 RC0876'RECOVERY NOTE BY GEOCACHING 2008 (ADS)
 RC0876'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0656 ***********************************************************************
 NZ0656  DESIGNATION -  CC 343
 NZ0656  PID         -  NZ0656
 NZ0656  STATE/COUNTY-  OR/JOSEPHINE
 NZ0656  USGS QUAD   -  SILVER PEAK (1989)
 NZ0656
 NZ0656                         *CURRENT SURVEY CONTROL
 NZ0656  ___________________________________________________________________
 NZ0656* NAD 83(1986)-  42 25 23.     (N)    123 53 21.     (W)     SCALED    
 NZ0656* NAVD 88     -       871.144  (meters)    2858.08   (feet)  ADJUSTED  
 NZ0656  ___________________________________________________________________
 NZ0656  GEOID HEIGHT-         -25.19  (meters)                     GEOID03
 NZ0656  DYNAMIC HT  -         870.748 (meters)    2856.78  (feet)  COMP
 NZ0656  MODELED GRAV-     980,136.3   (mgal)                       NAVD 88
 NZ0656
 NZ0656  VERT ORDER  -  SECOND    CLASS 0
 NZ0656
 NZ0656.The horizontal coordinates were scaled from a topographic map and have
 NZ0656.an estimated accuracy of +/- 6 seconds.
 NZ0656
 NZ0656.The orthometric height was determined by differential leveling
 NZ0656.and adjusted in June 1991.
 NZ0656
 NZ0656.The geoid height was determined by GEOID03.
 NZ0656
 NZ0656.The dynamic height is computed by dividing the NAVD 88
 NZ0656.geopotential number by the normal gravity value computed on the
 NZ0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0656.degrees latitude (g = 980.6199 gals.).
 NZ0656
 NZ0656.The modeled gravity was interpolated from observed gravity values.
 NZ0656
 NZ0656;                    North         East    Units  Estimated Accuracy
 NZ0656;SPC OR S     -    89,670.    1,221,160.      MT  (+/- 180 meters Scaled)
 NZ0656
 NZ0656                          SUPERSEDED SURVEY CONTROL
 NZ0656
 NZ0656  NGVD 29 (??/??/92)  870.110  (m)         2854.69   (f) ADJ UNCH    2 0
 NZ0656
 NZ0656.Superseded values are not recommended for survey control.
 NZ0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0656.See file dsdata.txt to determine how the superseded data were derived.
 NZ0656
 NZ0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM268971(NAD 83)
 NZ0656_MARKER: DB = BENCH MARK DISK
 NZ0656_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NZ0656_SP_SET: PINE TREE
 NZ0656_STAMPING: CC 343 1942
 NZ0656_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0656
 NZ0656  HISTORY     - Date     Condition        Report By
 NZ0656  HISTORY     - 1942     MONUMENTED       CGS
 NZ0656  HISTORY     - 1953     MARK NOT FOUND   NGS
 NZ0656
 NZ0656                          STATION DESCRIPTION
 NZ0656
 NZ0656'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NZ0656'21.6 MI SE FROM AGNESS.
 NZ0656'ALONG A ROAD AND THE ILLINOIS RIVER TRAIL, 660 FEET WEST OF A TRAIL
 NZ0656'SIGN, AGNESS 21 MILES.  BRIGGS CREEK 9, MILES, 4 FEET NORTH OF CENTER
 NZ0656'LINE OF TRAIL, ON THE SOUTHWEST SIDE OF A TRIANGULAR-BLAZED 30-INCH
 NZ0656'PINE TREE.
 NZ0656
 NZ0656                          STATION RECOVERY (1953)
 NZ0656
 NZ0656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 NZ0656'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0649 ***********************************************************************
 RA0649  DESIGNATION -  CC 414
 RA0649  PID         -  RA0649
 RA0649  STATE/COUNTY-  OR/WALLOWA
 RA0649  USGS QUAD   -  TROY (1995)
 RA0649
 RA0649                         *CURRENT SURVEY CONTROL
 RA0649  ___________________________________________________________________
 RA0649* NAD 83(1986)-  45 56 06.     (N)    117 26 36.     (W)     SCALED    
 RA0649* NAVD 88     -       492.217  (meters)    1614.88   (feet)  ADJUSTED  
 RA0649  ___________________________________________________________________
 RA0649  GEOID HEIGHT-         -17.62  (meters)                     GEOID03
 RA0649  DYNAMIC HT  -         492.156 (meters)    1614.68  (feet)  COMP
 RA0649  MODELED GRAV-     980,477.0   (mgal)                       NAVD 88
 RA0649
 RA0649  VERT ORDER  -  SECOND    CLASS 0
 RA0649
 RA0649.The horizontal coordinates were scaled from a topographic map and have
 RA0649.an estimated accuracy of +/- 6 seconds.
 RA0649
 RA0649.The orthometric height was determined by differential leveling
 RA0649.and adjusted in June 1991.
 RA0649
 RA0649.The geoid height was determined by GEOID03.
 RA0649
 RA0649.The dynamic height is computed by dividing the NAVD 88
 RA0649.geopotential number by the normal gravity value computed on the
 RA0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0649.degrees latitude (g = 980.6199 gals.).
 RA0649
 RA0649.The modeled gravity was interpolated from observed gravity values.
 RA0649
 RA0649;                    North         East    Units  Estimated Accuracy
 RA0649;SPC OR N     -   256,550.    2,737,000.      MT  (+/- 180 meters Scaled)
 RA0649
 RA0649                          SUPERSEDED SURVEY CONTROL
 RA0649
 RA0649  NGVD 29 (??/??/92)  491.165  (m)         1611.43   (f) ADJ UNCH    2 0
 RA0649
 RA0649.Superseded values are not recommended for survey control.
 RA0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0649.See file dsdata.txt to determine how the superseded data were derived.
 RA0649
 RA0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML656869(NAD 83)
 RA0649_MARKER: DB = BENCH MARK DISK
 RA0649_SETTING: 80 = SET IN A BOULDER
 RA0649_SP_SET: BOULDER
 RA0649_STAMPING: CC 414 1946
 RA0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0649+STABILITY: SURFACE MOTION
 RA0649
 RA0649  HISTORY     - Date     Condition        Report By
 RA0649  HISTORY     - 1946     MONUMENTED       CGS
 RA0649  HISTORY     - 1967     MARK NOT FOUND   NGS
 RA0649
 RA0649                          STATION DESCRIPTION
 RA0649
 RA0649'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RA0649'1.2 MI S FROM TROY.
 RA0649'SET IN A LARGE BOULDER LYING ON SURFACE OF GROUND, 14 FEET SOUTH OF
 RA0649'THE CENTER-LINE OF TROY-WALLOWA ROAD, 25 FEET WEST FROM THE CENTER OF
 RA0649'PRIVATE FARM ROAD, ABOUT 30 FEET NORTHWEST FROM JUNCTION OF FARM ROAD
 RA0649'WITH TROY-WALLOWA ROAD, 2 FEET BELOW LEVEL OF MAIN ROAD.  NOTE-- ROAD
 RA0649'ALIGNMENT CHANGE IN THIS AREA INDICATES THAT THIS MARK MAY BE COVERED
 RA0649'UP OR DESTROYED.
 RA0649
 RA0649                          STATION RECOVERY (1967)
 RA0649
 RA0649'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 RA0649'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0630 ***********************************************************************
 RA0630  DESIGNATION -  CC 84
 RA0630  PID         -  RA0630
 RA0630  STATE/COUNTY-  OR/WALLOWA
 RA0630  USGS QUAD   -  EVANS (1990)
 RA0630
 RA0630                         *CURRENT SURVEY CONTROL
 RA0630  ___________________________________________________________________
 RA0630* NAD 83(1986)-  45 31 25.     (N)    117 28 21.     (W)     SCALED    
 RA0630* NAVD 88     -       953.852  (meters)    3129.43   (feet)  ADJUSTED  
 RA0630  ___________________________________________________________________
 RA0630  GEOID HEIGHT-         -16.77  (meters)                     GEOID03
 RA0630  DYNAMIC HT  -         953.618 (meters)    3128.66  (feet)  COMP
 RA0630  MODELED GRAV-     980,338.3   (mgal)                       NAVD 88
 RA0630
 RA0630  VERT ORDER  -  SECOND    CLASS 0
 RA0630
 RA0630.The horizontal coordinates were scaled from a topographic map and have
 RA0630.an estimated accuracy of +/- 6 seconds.
 RA0630
 RA0630.The orthometric height was determined by differential leveling
 RA0630.and adjusted in June 1991.
 RA0630
 RA0630.The geoid height was determined by GEOID03.
 RA0630
 RA0630.The dynamic height is computed by dividing the NAVD 88
 RA0630.geopotential number by the normal gravity value computed on the
 RA0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0630.degrees latitude (g = 980.6199 gals.).
 RA0630
 RA0630.The modeled gravity was interpolated from observed gravity values.
 RA0630
 RA0630;                    North         East    Units  Estimated Accuracy
 RA0630;SPC OR N     -   210,780.    2,736,450.      MT  (+/- 180 meters Scaled)
 RA0630
 RA0630                          SUPERSEDED SURVEY CONTROL
 RA0630
 RA0630  NGVD 29 (??/??/92)  952.700  (m)         3125.65   (f) ADJ UNCH    2 0
 RA0630
 RA0630.Superseded values are not recommended for survey control.
 RA0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0630.See file dsdata.txt to determine how the superseded data were derived.
 RA0630
 RA0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML631412(NAD 83)
 RA0630_MARKER: DB = BENCH MARK DISK
 RA0630_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RA0630_SP_SET: ABUTMENT
 RA0630_STAMPING: CC 84 1934
 RA0630_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RA0630
 RA0630  HISTORY     - Date     Condition        Report By
 RA0630  HISTORY     - 1934     MONUMENTED       CGS
 RA0630
 RA0630                          STATION DESCRIPTION
 RA0630
 RA0630'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RA0630'3.3 MI NW FROM LOSTINE.
 RA0630'3.3 MILES N.W. ALONG STATE HWY. 82 FROM POST OFFICE ALONG THE RIGHT OF
 RA0630'WAY OF STATE HWY. 82 LOCATED ON THE WEST WING OF THE NORTH ABUTMENT OF
 RA0630'CULVERT, 1 FOOT S.E. OF END, 15 FEET NORTH OF CENTERLINE OF HIGHWAY,
 RA0630'129 FEET S.W. OF PACIFIC POWER AND LIGHT CO. POWER LINE POLE NO. 779.
 RA0630'NOTE-- DISC SET IN SLANTING POSITION SO THAT ROD MUST BE HELD ON UPPER
 RA0630'EDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0028 ***********************************************************************
 PB0028  DESIGNATION -  CE 27 3 TT 8 650 E
 PB0028  PID         -  PB0028
 PB0028  STATE/COUNTY-  OR/DESCHUTES
 PB0028  USGS QUAD   -  HAMPTON (1983)
 PB0028
 PB0028                         *CURRENT SURVEY CONTROL
 PB0028  ___________________________________________________________________
 PB0028* NAD 83(1986)-  43 40 24.     (N)    120 14 11.     (W)     SCALED    
 PB0028* NAVD 88     -      1347.386  (meters)    4420.55   (feet)  ADJUSTED  
 PB0028  ___________________________________________________________________
 PB0028  GEOID HEIGHT-         -19.77  (meters)                     GEOID03
 PB0028  DYNAMIC HT  -        1346.723 (meters)    4418.37  (feet)  COMP
 PB0028  MODELED GRAV-     980,080.3   (mgal)                       NAVD 88
 PB0028
 PB0028  VERT ORDER  -  FIRST     CLASS II
 PB0028
 PB0028.The horizontal coordinates were scaled from a topographic map and have
 PB0028.an estimated accuracy of +/- 6 seconds.
 PB0028
 PB0028.The orthometric height was determined by differential leveling
 PB0028.and adjusted in June 1991.
 PB0028
 PB0028.The geoid height was determined by GEOID03.
 PB0028
 PB0028.The dynamic height is computed by dividing the NAVD 88
 PB0028.geopotential number by the normal gravity value computed on the
 PB0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0028.degrees latitude (g = 980.6199 gals.).
 PB0028
 PB0028.The modeled gravity was interpolated from observed gravity values.
 PB0028
 PB0028;                    North         East    Units  Estimated Accuracy
 PB0028;SPC OR S     -   222,940.    1,521,260.      MT  (+/- 180 meters Scaled)
 PB0028
 PB0028                          SUPERSEDED SURVEY CONTROL
 PB0028
 PB0028  NGVD 29 (??/??/92) 1346.158  (m)         4416.52   (f) ADJ UNCH    1 2
 PB0028
 PB0028.Superseded values are not recommended for survey control.
 PB0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0028.See file dsdata.txt to determine how the superseded data were derived.
 PB0028
 PB0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGP227393(NAD 83)
 PB0028_MARKER: S = SPIKE
 PB0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0028+STABILITY: SURFACE MOTION
 PB0028
 PB0028  HISTORY     - Date     Condition        Report By
 PB0028  HISTORY     - UNK      MONUMENTED       DOD
 PB0028  HISTORY     - 1943     GOOD             NGS
 PB0028
 PB0028                          STATION DESCRIPTION
 PB0028
 PB0028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PB0028'IN HAMPTON.
 PB0028'ALONG U.S. HIGHWAY 20, 384 FEET EAST OF E 22 RESET, 209 FEET EAST OF
 PB0028'THE SOUTHEAST CORNER OF THE FILLING STATION AT HAMPTON, 50 FEET NORTH
 PB0028'OF THE CENTER OF THE HIGHWAY, 61 FEET SOUTH OF THE FENCE LINE.  A
 PB0028'SPIKE SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0061 ***********************************************************************
 PA0061  DESIGNATION -  CE 326
 PA0061  PID         -  PA0061
 PA0061  STATE/COUNTY-  OR/MALHEUR
 PA0061  USGS QUAD   -  PETES MOUNTAIN (1990)
 PA0061
 PA0061                         *CURRENT SURVEY CONTROL
 PA0061  ___________________________________________________________________
 PA0061* NAD 83(1986)-  43 46 30.     (N)    118 13 27.     (W)     SCALED    
 PA0061* NAVD 88     -      1159.754  (meters)    3804.96   (feet)  ADJUSTED  
 PA0061  ___________________________________________________________________
 PA0061  GEOID HEIGHT-         -18.28  (meters)                     GEOID03
 PA0061  DYNAMIC HT  -        1159.235 (meters)    3803.26  (feet)  COMP
 PA0061  MODELED GRAV-     980,132.6   (mgal)                       NAVD 88
 PA0061
 PA0061  VERT ORDER  -  FIRST     CLASS II
 PA0061
 PA0061.The horizontal coordinates were scaled from a topographic map and have
 PA0061.an estimated accuracy of +/- 6 seconds.
 PA0061
 PA0061.The orthometric height was determined by differential leveling
 PA0061.and adjusted in June 1991.
 PA0061
 PA0061.The geoid height was determined by GEOID03.
 PA0061
 PA0061.The dynamic height is computed by dividing the NAVD 88
 PA0061.geopotential number by the normal gravity value computed on the
 PA0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0061.degrees latitude (g = 980.6199 gals.).
 PA0061
 PA0061.The modeled gravity was interpolated from observed gravity values.
 PA0061
 PA0061;                    North         East    Units  Estimated Accuracy
 PA0061;SPC OR S     -   236,690.    1,683,190.      MT  (+/- 180 meters Scaled)
 PA0061
 PA0061                          SUPERSEDED SURVEY CONTROL
 PA0061
 PA0061  NGVD 29 (??/??/92) 1158.618  (m)         3801.23   (f) ADJ UNCH    1 2
 PA0061
 PA0061.Superseded values are not recommended for survey control.
 PA0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0061.See file dsdata.txt to determine how the superseded data were derived.
 PA0061
 PA0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ014476(NAD 83)
 PA0061_MARKER: DD = SURVEY DISK
 PA0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PA0061_STAMPING: CE 326 POT 22+81.9
 PA0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0061+STABILITY: SURFACE MOTION
 PA0061
 PA0061  HISTORY     - Date     Condition        Report By
 PA0061  HISTORY     - UNK      MONUMENTED       ORDT
 PA0061  HISTORY     - 1943     GOOD             NGS
 PA0061  HISTORY     - 1973     MARK NOT FOUND   NGS
 PA0061
 PA0061                          STATION DESCRIPTION
 PA0061
 PA0061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PA0061'9.15 MI W FROM JUNTURA.
 PA0061'ABOUT 9.15 MILES WEST ALONG U.S. HIGHWAY 20 FROM THE STATION AT
 PA0061'JUNTURA, MALHEUR COUNTY, AT HIGHWAY MILAGE 180.75, 0.35 MILE EAST OF
 PA0061'THE HARNEY-MALHEUR COUNTY LINE, 58 FEET NORTHWEST OF BENCH MARK BE 326
 PA0061'(OSHD), 75 FEET NORTHEAST OF THE CENTER OF THE HIGHWAY.
 PA0061
 PA0061                          STATION RECOVERY (1973)
 PA0061
 PA0061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 PA0061'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0287 ***********************************************************************
 RD0287  DESIGNATION -  CED
 RD0287  PID         -  RD0287
 RD0287  STATE/COUNTY-  OR/YAMHILL
 RD0287  USGS QUAD   -  NEWBERG (1985)
 RD0287
 RD0287                         *CURRENT SURVEY CONTROL
 RD0287  ___________________________________________________________________
 RD0287* NAD 83(1986)-  45 17 05.     (N)    122 57 39.     (W)     SCALED    
 RD0287* NAVD 88     -        51.65   (+/-2cm)     169.5    (feet)  VERTCON   
 RD0287  ___________________________________________________________________
 RD0287  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 RD0287  VERT ORDER  -  ? (See Below)
 RD0287
 RD0287.The horizontal coordinates were scaled from a topographic map and have
 RD0287.an estimated accuracy of +/- 6 seconds.
 RD0287
 RD0287.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD0287.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD0287.The vertical order pertains to the NGVD 29 superseded value.
 RD0287
 RD0287.The geoid height was determined by GEOID03.
 RD0287
 RD0287;                    North         East    Units  Estimated Accuracy
 RD0287;SPC OR N     -   182,740.    2,306,980.      MT  (+/- 180 meters Scaled)
 RD0287
 RD0287                          SUPERSEDED SURVEY CONTROL
 RD0287
 RD0287  NGVD 29 (??/??/92)   50.621  (m)          166.08   (f) ADJ UNCH    ?  
 RD0287
 RD0287.Superseded values are not recommended for survey control.
 RD0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0287.See file dsdata.txt to determine how the superseded data were derived.
 RD0287
 RD0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER030145(NAD 83)
 RD0287_MARKER: DD = SURVEY DISK
 RD0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0287_STAMPING: CED SOT 1935
 RD0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0287+STABILITY: SURFACE MOTION
 RD0287
 RD0287  HISTORY     - Date     Condition        Report By
 RD0287  HISTORY     - 1935     MONUMENTED       USE
 RD0287  HISTORY     - 1945     GOOD             USE
 RD0287  HISTORY     - 1980     GOOD             NGS
 RD0287  HISTORY     - 20070901 MARK NOT FOUND   INDIV
 RD0287
 RD0287                          STATION DESCRIPTION
 RD0287
 RD0287'DESCRIBED BY US ENGINEERS 1935
 RD0287'1.6 MI SE FROM NEWBERG.
 RD0287'EXTREME SOUTHEAST PART OF NEWBERG, 1.6 MILES SOUTHEAST ALONG SALEM
 RD0287'HIGHWAY FROM CITY HALL, 71 FEET NORTH OF NORTH END OF WILLAMETTE RIVER
 RD0287'BRIDGE, 20 FEET WEST OF WOODSHED, 19 FEET EAST OF HIGHWAY, 3 FEET
 RD0287'NORTHWEST OF WESTERLY OF TWO WOODEN MANHOLES.  DISK STAMPED CED SOT
 RD0287'1935 IN CONCRETE POST.
 RD0287
 RD0287                          STATION RECOVERY (1945)
 RD0287
 RD0287'RECOVERY NOTE BY US ENGINEERS 1945
 RD0287'STATION IS A U.S.E. DISK SET IN THE TOP OF A 12- BY 12-INCH BLOCK
 RD0287'OF CONCRETE WHICH PROJECTS ABOUT 4 INCHES AND IS
 RD0287'STAMPED---CED-SOT-1935---.  IT IS 1-1/2 FEET W OF A WHITE REFERENCE
 RD0287'POST, 2 FEET E OF A HIGHWAY GUARD RAIL, 18 FEET E OF THE CENTERLINE
 RD0287'OF STATE HIGHWAY 219, AND 71 FEET N OF THE N APPROACH OF A BRIDGE
 RD0287'CROSSING THE WILLAMETTE RIVER.
 RD0287
 RD0287                          STATION RECOVERY (1980)
 RD0287
 RD0287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 RD0287'THE STATION WAS RECOVERED IN GOOD CONDITION.  THIS MAY BE DESTROYED
 RD0287'IN THE FALL OF 80 WHEN A PIPELINE IS INSTALLED.
 RD0287
 RD0287                          STATION RECOVERY (2007)
 RD0287
 RD0287'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (ES)
 RD0287'MONUMENT NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD4379 ***********************************************************************
 RD4379  DESIGNATION -  CED RESET
 RD4379  PID         -  RD4379
 RD4379  STATE/COUNTY-  OR/YAMHILL
 RD4379  USGS QUAD   -  NEWBERG (1985)
 RD4379
 RD4379                         *CURRENT SURVEY CONTROL
 RD4379  ___________________________________________________________________
 RD4379* NAD 83(1991)-  45 17 05.19248(N)    122 57 39.46249(W)     ADJUSTED  
 RD4379* NAVD 88     -        52.52   (+/-2cm)     172.3    (feet)  VERTCON   
 RD4379  ___________________________________________________________________
 RD4379  LAPLACE CORR-          -5.75  (seconds)                    DEFLEC99
 RD4379  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 RD4379  HORZ ORDER  -  SECOND
 RD4379  VERT ORDER  -  THIRD (See Below)
 RD4379
 RD4379.The horizontal coordinates were established by classical geodetic methods
 RD4379.and adjusted by the National Geodetic Survey in October 1991.
 RD4379
 RD4379.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD4379.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD4379.The vertical order pertains to the NGVD 29 superseded value.
 RD4379
 RD4379.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD4379
 RD4379.The geoid height was determined by GEOID03.
 RD4379
 RD4379;                    North         East     Units Scale Factor Converg.
 RD4379;SPC OR N     -   182,746.835 2,306,974.360   MT  0.99989663   -1 44 43.0
 RD4379;SPC OR N     -   599,563.11  7,568,813.52   iFT  0.99989663   -1 44 43.0
 RD4379;UTM  10      - 5,014,586.903   503,061.528   MT  0.99960012   +0 01 39.9
 RD4379
 RD4379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD4379!SPC OR N     -   0.99999533  x   0.99989663  =   0.99989196
 RD4379!UTM  10      -   0.99999533  x   0.99960012  =   0.99959546
 RD4379
 RD4379                          SUPERSEDED SURVEY CONTROL
 RD4379
 RD4379  NAD 83(1986)-  45 17 05.21537(N)    122 57 39.47078(W) AD(       ) 2
 RD4379  NGVD 29 (10/26/06)   51.49   (m)          168.9    (f) RESET       3  
 RD4379
 RD4379.Superseded values are not recommended for survey control.
 RD4379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4379.See file dsdata.txt to determine how the superseded data were derived.
 RD4379
 RD4379_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER0306214587(NAD 83)
 RD4379_MARKER: DV = VERTICAL CONTROL DISK
 RD4379_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 RD4379+WITH SETTING: PAVEMENT
 RD4379_SP_SET: TANK FOUNDATION
 RD4379_STAMPING: CED USE RESET 1980
 RD4379_MARK LOGO: NGS   
 RD4379_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD4379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD4379+STABILITY: SURFACE MOTION
 RD4379
 RD4379  HISTORY     - Date     Condition        Report By
 RD4379  HISTORY     - 1980     MONUMENTED       NGS
 RD4379  HISTORY     - 20070901 MARK NOT FOUND   INDIV
 RD4379
 RD4379                          STATION DESCRIPTION
 RD4379
 RD4379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RD4379'FROM THE INTERSECTION OF FIRST STREET AND SOUTH RIVER STREET IN
 RD4379'NEWBERG GO SOUTH ON SOUTH RIVER STREET 0.15 MILE, TURN LEFT ON SOUTH
 RD4379'FOURTH STREET FOR 0.15 MILE, SOUTH FOURTH STREET MAKES A TURN TO THE
 RD4379'SOUTH AND BECOMES WYDNOOSKI STREET, CONTINUE ON WYNOOSKI STREET FOR
 RD4379'0.55 MILE (0.89 KM) TO A ROAD FORK, TAKE RIGHT FORK AND GO 0.1 MILE
 RD4379'(0.2 KM) TO THE GUARD GATE OF THE PUBLISHERS PAPER COMPANY, CONTINUE
 RD4379'STRAIGHT AHEAD FOR 0.25 MILE (0.40 KM) TO WHERE THE ROAD TURNS EAST
 RD4379'AND THE MARK ON THE RIGHT. THE MARK IS IN THE EAST SIDE OF A CONCRETE
 RD4379'FOUNDATION FOR A LARGE METAL RECTANGULAR SHAPED TANK, IT IS ABOUT 200
 RD4379'FEET (61.0 M) NORTH OF THE NORTH BANK OF THE WILLAMETTE RIVER, 71
 RD4379'FEET (21.6 M) NORTH-NORTHEAST FROM WHERE THE ROAD TURNS EAST, 14 FEET
 RD4379'(4.3 M) SOUTH FROM THE NORTHEAST CORNER OF THE CONCRETE SLAP, 13 FEET
 RD4379'(4.0 M) WEST OF THE CENTERLINE OF THE ROAD, 4.5 FEET (1.4 M)
 RD4379'NORTHEAST FROM THE SOUTHEAST CORNER OF A METAL TANK.
 RD4379
 RD4379                          STATION RECOVERY (2007)
 RD4379
 RD4379'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (ES)
 RD4379'MONUMENT NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3153 ***********************************************************************
 RD3153  DESIGNATION -  CEDAR
 RD3153  PID         -  RD3153
 RD3153  STATE/COUNTY-  OR/MULTNOMAH
 RD3153  USGS QUAD   -  PORTLAND (1990)
 RD3153
 RD3153                         *CURRENT SURVEY CONTROL
 RD3153  ___________________________________________________________________
 RD3153* NAD 83(1991)-  45 32 40.66111(N)    122 44 37.96148(W)     ADJUSTED  
 RD3153* NAVD 88     -       300.     (meters)     984.     (feet)  SCALED    
 RD3153  ___________________________________________________________________
 RD3153  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 RD3153  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 RD3153  HORZ ORDER  -  THIRD
 RD3153
 RD3153.The horizontal coordinates were established by classical geodetic methods
 RD3153.and adjusted by the National Geodetic Survey in October 1991.
 RD3153
 RD3153.The orthometric height was scaled from a topographic map.
 RD3153
 RD3153.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3153
 RD3153.The geoid height was determined by GEOID03.
 RD3153
 RD3153;                    North         East     Units Scale Factor Converg.
 RD3153;SPC OR N     -   211,117.121 2,324,798.661   MT  0.99991608   -1 35 28.8
 RD3153;SPC OR N     -   692,641.47  7,627,292.19   iFT  0.99991608   -1 35 28.8
 RD3153;SPC WA S     -    25,978.642   324,771.412   MT  1.00007791   -1 37 47.8
 RD3153;SPC WA S     -    85,231.59  1,065,520.87   sFT  1.00007791   -1 37 47.8
 RD3153;UTM  10      - 5,043,486.473   519,994.162   MT  0.99960491   +0 10 58.1
 RD3153
 RD3153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3153!SPC OR N     -   0.99995654  x   0.99991608  =   0.99987262
 RD3153!SPC WA S     -   0.99995654  x   1.00007791  =   1.00003445
 RD3153!UTM  10      -   0.99995654  x   0.99960491  =   0.99956147
 RD3153
 RD3153|---------------------------------------------------------------------|
 RD3153| PID    Reference Object                     Distance      Geod. Az  |
 RD3153|                                                           dddmmss.s |
 RD3153| CE2392 CEDAR RM 2                            7.329 METERS 01051     |
 RD3153| RD3348 VANCOUVER ROUND TOPPED TANK         APPROX.12.7 KM 0365452.8 |
 RD3153| RD2824 PORTLAND COLUMBIA APT BEACON        APPROX.12.4 KM 0610028.3 |
 RD3153| RD3008 PORTLAND UP RR CO ELEV TANK         APPROX. 3.8 KM 0715434.4 |
 RD3153| RD3151 PORTLAND UNION PAC RR CO STK        APPROX. 4.9 KM 0915135.6 |
 RD3153| RD2966 PORTLAND PRL AND P WHITE STACK      APPROX. 3.8 KM 0944521.1 |
 RD3153| CE2391 CEDAR RM 1                            9.281 METERS 30353     |
 RD3153|---------------------------------------------------------------------|
 RD3153
 RD3153                          SUPERSEDED SURVEY CONTROL
 RD3153
 RD3153  NAD 83(1986)-  45 32 40.68065(N)    122 44 37.96535(W) AD(       ) 3
 RD3153  NAD 27      -  45 32 41.26000(N)    122 44 33.62100(W) AD(       ) 3
 RD3153
 RD3153.Superseded values are not recommended for survey control.
 RD3153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3153.See file dsdata.txt to determine how the superseded data were derived.
 RD3153
 RD3153_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1999443486(NAD 83)
 RD3153_MARKER: Z = SEE DESCRIPTION
 RD3153_SETTING: 0 = UNSPECIFIED SETTING
 RD3153
 RD3153  HISTORY     - Date     Condition        Report By
 RD3153  HISTORY     - 1946     MONUMENTED       CGS
 RD3153  HISTORY     - 1954     SEE DESCRIPTION  CGS
 RD3153  HISTORY     - 1959     SEE DESCRIPTION  CGS
 RD3153
 RD3153                          STATION DESCRIPTION
 RD3153
 RD3153'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAE)
 RD3153'STATION IS LOCATED ON THE E SIDE OF A 1,000-FOOT RIDGE ABOUT 1
 RD3153'MILE W OF GUILDS LAKE IN PORTLAND.
 RD3153'
 RD3153'STATION MARK IS A BRONZE STATION DISK SET IN CONCRETE.  IT IS SET
 RD3153'FLUSH WITH THE GROUND.
 RD3153'
 RD3153'TO REACH THE STATION FROM THE INTERSECTION OF NORTHWEST CORNELL
 RD3153'ROAD AND NORTHWEST THOMPSON ROAD IN NORTHWEST PORTLAND, PROCEED
 RD3153'NW ALONG NORTHWEST THOMPSON ROAD FOR 0.8 MILE TO A PRIVATE ROAD
 RD3153'TO THE RIGHT, THENCE NE ALONG THE PRIVATE ROAD FOR 0.2 MILE TO A
 RD3153'FORK, THENCE 0.1 MILE ALONG THE LEFT FORK TO THE END OF THE ROAD
 RD3153'AND THE RESIDENCE OF A.D. HOWARD.  THE STATION IS 3.0 METERS NW
 RD3153'OF A SMALL MADRONA TREE, 18.0 METERS E OF THE NE CORNER OF THE
 RD3153'HOUSE, 24.8 METERS NE OF THE SE CORNER OF THE HOUSE, AND IN
 RD3153'THE NE CORNER OF A GARDEN PLOT.
 RD3153'
 RD3153'REFERENCE MARK 1 IS W OF THE STATION, 13.3 METERS NE OF THE NE
 RD3153'CORNER OF THE HOUSE, 18.8 METERS ENE OF THE NW CORNER OF THE
 RD3153'HOUSE, AND ABOUT 6 FEET HIGHER IN ELEVATION THAN THE STATION.  IT
 RD3153'IS A BRONZE REFERENCE DISK SET IN CONCRETE AND PROJECTS 2 INCHES
 RD3153'ABOVE THE GROUND.
 RD3153'
 RD3153'REFERENCE MARK 2 IS N OF THE STATION, AT ABOUT THE SAME ELEVATION,
 RD3153'29.2 METERS ENE OF THE NW CORNER OF THE HOUSE, AND 10.6 METERS
 RD3153'N OF A SMALL MADRONA TREE.  IT IS A BRONZE REFERENCE DISK SET
 RD3153'IN CONCRETE AND PROJECTS 8 INCHES ABOVE THE GROUND.
 RD3153'
 RD3153'REFERENCE MARK 1 IS 10.4 METERS WSW OF REFERENCE MARK 2.
 RD3153
 RD3153                          STATION RECOVERY (1954)
 RD3153
 RD3153'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (FN)
 RD3153'RECOVERED.  THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD
 RD3153'CONDITION.  PREVIOUS DESCRIPTION BY R.A.E. IN 1946 IS CORRECT WITH
 RD3153'THE FOLLOWING ADDITION--
 RD3153'
 RD3153'INSERT UNDER A SMALL HOLLY TREE AFTER THE WORDS THE STATION IN
 RD3153'THE LAST SENTENCE OF THE THIRD PARAGRAPH OF THE 1946 DESCRIPTION.
 RD3153
 RD3153                          STATION RECOVERY (1959)
 RD3153
 RD3153'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (ANS)
 RD3153'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 RD3153'
 RD3153'STATION IS IN THE NORTH PROPERTY LINE OF A.D. HOWARD, ON THE
 RD3153'EAST SIDE OF A 1000 FOOT RIDGE, ABOUT 1 MILE WEST OF GUILDS LAKE
 RD3153'IN PORTLAND.
 RD3153'
 RD3153'TO REACH STATION FROM THE INTERSECTION OF N.W. CORNELL ROAD AND
 RD3153'N.W. THOMPSON ROAD IN NORTHWEST PORTLAND, PROCEED NORTHWEST ALONG
 RD3153'N.W. THOMPSON ROAD FOR 1 MILE TO INTERSECTION WITH N.W. 53RD
 RD3153'DR.  TURN RIGHT ON N.W. 53RD DR. AND GO 0.2 MILE TO A DRIVEWAY
 RD3153'LEFT INTO THE A.D. HOWARD RESIDENCE.  TURN LEFT AND DRIVE TO THE
 RD3153'HOUSE AND PARK.  THE STATION IS 3.0 METERS NORTHWEST OF A SMALL
 RD3153'MADRONA TREE, 18.0 METERS EAST OF THE NORTHEAST CORNER OF THE
 RD3153'HOUSE, AND 1-1/2 FEET SOUTH OF A HOLLY TREE.  STATION MARK,
 RD3153'STAMPED CEDAR 1946, IS A STANDARD DISK SET IN A CONCRETE POST
 RD3153'FLUSH WITH THE SURFACE OF THE GROUND.
 RD3153'
 RD3153'REFERENCE MARK 1, STAMPED CEDAR NO 1 1946, IS A STANDARD DISK
 RD3153'SET IN A CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE THE
 RD3153'GROUND.  IT IS 13.3 METERS NORTHEAST OF THE NORTHEAST CORNER OF THE
 RD3153'HOUSE, 18.8 METERS EASTNORTHEAST OF THE NORTHWEST CORNER OF THE
 RD3153'HOUSE, AND ABOUT 6 FEET HIGHER IN ELEVATION THAN THE STATION.
 RD3153'
 RD3153'REFERENCE MARK 2, STAMPED CEDAR NO 2 1946, IS A STANDARD DISK
 RD3153'SET IN A CONCRETE POST PROJECTING ABOUT 8 INCHES ABOVE THE
 RD3153'GROUND.  IT IS 29.2 METERS EASTNORTHEAST OF THE NORTHWEST CORNER
 RD3153'OF THE HOUSE, 10.6 METERS NORTH OF A SMALL MADRONA TREE, AND
 RD3153'ABOUT AT THE SAME ELEVATION AS THE STATION.
 RD3153'
 RD3153'REFERENCE MARK 1 IS 10.4 METERS WESTSOUTHWEST OF REFERENCE
 RD3153'MARK 2.
 RD3153'
 RD3153'DISTANCES AND DIRECTIONS TO REFERENCE MARKS WERE NOT MEASURED
 RD3153'AT THIS TIME.
 RD3153'
 RD3153'STATION WILL ONLY SEE OUT TO THE EAST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH1201 ***********************************************************************
 OH1201  DESIGNATION -  CEDAR
 OH1201  PID         -  OH1201
 OH1201  STATE/COUNTY-  OR/MALHEUR
 OH1201  USGS QUAD   -  CEDAR MOUNTAIN (1972)
 OH1201
 OH1201                         *CURRENT SURVEY CONTROL
 OH1201  ___________________________________________________________________
 OH1201* NAD 83(1991)-  43 17 54.77811(N)    117 41 22.70277(W)     ADJUSTED  
 OH1201* NAVD 88     -      1696.3    (meters)    5565.     (feet)  VERTCON   
 OH1201  ___________________________________________________________________
 OH1201  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 OH1201  GEOID HEIGHT-         -17.82  (meters)                     GEOID03
 OH1201  HORZ ORDER  -  THIRD
 OH1201
 OH1201.The horizontal coordinates were established by classical geodetic methods
 OH1201.and adjusted by the National Geodetic Survey in October 1991.
 OH1201
 OH1201.The NAVD 88 height was computed by applying the VERTCON shift value to
 OH1201.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OH1201
 OH1201.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1201
 OH1201.The geoid height was determined by GEOID03.
 OH1201
 OH1201;                    North         East     Units Scale Factor Converg.
 OH1201;SPC OR S     -   185,099.314 1,727,980.641   MT  0.99989717   +1 55 21.7
 OH1201;SPC OR S     -   607,281.21  5,669,227.82   iFT  0.99989717   +1 55 21.7
 OH1201;UTM  11      - 4,794,199.957   444,061.444   MT  0.99963849   -0 28 22.7
 OH1201
 OH1201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1201!SPC OR S     -   0.99973685  x   0.99989717  =   0.99963405
 OH1201!UTM  11      -   0.99973685  x   0.99963849  =   0.99937544
 OH1201
 OH1201:                Primary Azimuth Mark                     Grid Az
 OH1201:SPC OR S     -  MAHOGANY MOUNTAIN                        099 16 07.5
 OH1201:UTM  11      -  MAHOGANY MOUNTAIN                        101 39 51.9
 OH1201
 OH1201|---------------------------------------------------------------------|
 OH1201| PID    Reference Object                     Distance      Geod. Az  |
 OH1201|                                                           dddmmss.s |
 OH1201| OH1198 MAHOGANY MOUNTAIN                   APPROX.35.9 KM 1011129.2 |
 OH1201| CD7080 CEDAR RM 2                           15.033 METERS 12111     |
 OH1201| CD7079 CEDAR RM 1                            8.254 METERS 35551     |
 OH1201|---------------------------------------------------------------------|
 OH1201
 OH1201                          SUPERSEDED SURVEY CONTROL
 OH1201
 OH1201  NAD 83(1986)-  43 17 54.78130(N)    117 41 22.69949(W) AD(       ) 3
 OH1201  NAD 27      -  43 17 55.21298(N)    117 41 19.07994(W) AD(       ) 3
 OH1201  NGVD 29 (07/19/86) 1695.1    (m)         5561.     (f) VERT ANG    3  
 OH1201
 OH1201.Superseded values are not recommended for survey control.
 OH1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1201.See file dsdata.txt to determine how the superseded data were derived.
 OH1201
 OH1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH4406194200(NAD 83)
 OH1201_MARKER: DD = SURVEY DISK
 OH1201_SETTING: 80 = SET IN A BOULDER
 OH1201_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 OH1201
 OH1201  HISTORY     - Date     Condition        Report By
 OH1201  HISTORY     - 1967     MONUMENTED       USGS
 OH1201  HISTORY     - 1969     GOOD             USGS
 OH1201  HISTORY     - 1972     GOOD             USGS
 OH1201
 OH1201                          STATION DESCRIPTION
 OH1201
 OH1201'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 OH1201'LOCATED ABOUT 34 MI W. OF ID-OR STATE LINE, 11 MI W. OF UPSTREAM
 OH1201'END OF LAKE OWYHEE (AT HIGH WATER), 10.5 MI E. OF CROWLEY, 4.5 MI
 OH1201'SE. OF FRYING PAN RANCH.  ON HIGHEST POINT OF MAIN RIDGE OF CEDAR
 OH1201'MTN. TOWARD NORTH END OF HIGH POINT.
 OH1201'
 OH1201'STATION MARK--STANDARD ALUMINUM TABLET STAMPED---CEDAR 1967---,
 OH1201'CEMENTED IN POINTED BOULDER PROJECTING 1.5 FT ABOVE GROUND.
 OH1201'
 OH1201'RM 1--STANDARD RM TABLET STAMPED---NO 1 1967---, CEMENTED IN LARGE
 OH1201'BOULDER PROJECTING 0.5 FT.
 OH1201'
 OH1201'RM 2--STANDARD RM TABLET STAMPED---NO 2 1967---, CEMENTED IN LARGE
 OH1201'BOULDER PROJECTING 0.5 FT.
 OH1201
 OH1201                          STATION RECOVERY (1969)
 OH1201
 OH1201'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 OH1201'STATION FOUND.  ALL MARKS IN GOOD CONDITION.
 OH1201'
 OH1201'NEW TO REACH FOLLOWS--TO REACH FROM JORDAN VALLEY, DRIVE S. 46
 OH1201'MI TO BURNS JUNCTION.  TURN RIGHT (NE.) ON STATE HWY. 78 26.5 MI TO
 OH1201'GRADED RD. RIGHT AND SIGN CROWLEY 26 MILES.  TURN RIGHT (N.) AND
 OH1201'FOLLOW MAIN-TRAVELED RD. 25.2 MI TO T-RD. AND SIGN
 OH1201'VALE 80 MILES.  TURN RIGHT (E.) 10.0 MI TO Y-RD.  TAKE RIGHT
 OH1201'FORK NE. 1.3 MI TO CATTLE CAMP AND CORRAL.  DRIVE AROUND SOUTH END
 OH1201'OF CORRAL THROUGH GATE TO GATE ON EAST SIDE OF CORRAL, DRIVE
 OH1201'THROUGH GATE AND FOLLOW TRACK RD. E. AND S. 2.2 MI TO Y-RD.  TAKE
 OH1201'RIGHT FORK SE. 2.4 MI TO DIRT DAM.  DRIVE ACROSS DAM AND FOLLOW
 OH1201'COW TRAIL ON NORTH SIDE OF LONE JUNIPER TREE 0.9 MI TO GATE IN
 OH1201'N.-S. FENCE, DRIVE THROUGH GATE CROSS-COUNTRY 0.5 MI IN EASTERLY
 OH1201'DIRECTION TO TOP AND STATION.
 OH1201
 OH1201                          STATION RECOVERY (1972)
 OH1201
 OH1201'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OH1201'RECOVERED AS DESCRIBED BY USGS IN 1967 AND 1969.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2574 ***********************************************************************
 RC2574  DESIGNATION -  CEDAR
 RC2574  PID         -  RC2574
 RC2574  STATE/COUNTY-  OR/WASCO
 RC2574  USGS QUAD   -  BATH CANYON (1971)
 RC2574
 RC2574                         *CURRENT SURVEY CONTROL
 RC2574  ___________________________________________________________________
 RC2574* NAD 83(1991)-  45 00 12.23836(N)    120 32 12.06366(W)     ADJUSTED  
 RC2574* NAVD 88     -      1102.6    (meters)    3617.     (feet)  VERTCON   
 RC2574  ___________________________________________________________________
 RC2574  LAPLACE CORR-          -2.82  (seconds)                    DEFLEC99
 RC2574  GEOID HEIGHT-         -20.50  (meters)                     GEOID03
 RC2574  HORZ ORDER  -  SECOND
 RC2574
 RC2574.The horizontal coordinates were established by classical geodetic methods
 RC2574.and adjusted by the National Geodetic Survey in October 1991.
 RC2574
 RC2574.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC2574.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC2574
 RC2574.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2574
 RC2574.The geoid height was determined by GEOID03.
 RC2574
 RC2574;                    North         East     Units Scale Factor Converg.
 RC2574;SPC OR N     -   148,540.038 2,497,108.019   MT  0.99989873   -0 01 33.7
 RC2574;SPC OR N     -   487,336.08  8,192,611.61   iFT  0.99989873   -0 01 33.7
 RC2574;UTM  10      - 4,986,280.057   694,135.549   MT  1.00006345   +1 44 32.9
 RC2574
 RC2574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2574!SPC OR N     -   0.99983037  x   0.99989873  =   0.99972912
 RC2574!UTM  10      -   0.99983037  x   1.00006345  =   0.99989381
 RC2574
 RC2574:                Primary Azimuth Mark                     Grid Az
 RC2574:SPC OR N     -  CEDAR AZ MK                              127 55 48.7
 RC2574:UTM  10      -  CEDAR AZ MK                              126 09 42.1
 RC2574
 RC2574|---------------------------------------------------------------------|
 RC2574| PID    Reference Object                     Distance      Geod. Az  |
 RC2574|                                                           dddmmss.s |
 RC2574| CF4630 CEDAR AZ MK                                        1275415.0 |
 RC2574| CF4631 CEDAR RM 1                           11.992 METERS 21730     |
 RC2574| CF4632 CEDAR RM 2                           14.583 METERS 30029     |
 RC2574|---------------------------------------------------------------------|
 RC2574
 RC2574                          SUPERSEDED SURVEY CONTROL
 RC2574
 RC2574  NAD 83(1986)-  45 00 12.24845(N)    120 32 12.06040(W) AD(       ) 2
 RC2574  NAD 27      -  45 00 12.78900(N)    120 32 07.93300(W) AD(       ) 2
 RC2574  NGVD 29 (07/19/86) 1101.5    (m)         3614.     (f) VERT ANG    3  
 RC2574
 RC2574.Superseded values are not recommended for survey control.
 RC2574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2574.See file dsdata.txt to determine how the superseded data were derived.
 RC2574
 RC2574_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ9413686280(NAD 83)
 RC2574_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RC2574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC2574
 RC2574  HISTORY     - Date     Condition        Report By
 RC2574  HISTORY     - 1946     MONUMENTED       CGS
 RC2574
 RC2574                          STATION DESCRIPTION
 RC2574
 RC2574'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 RC2574'THE STATION IS LOCATED ABOUT 15.0 MILES WEST OF FOSSIL, 11.0 MILES
 RC2574'NORTHEAST OF ANTELOPE, 11.0 MILES EAST OF SHANKO AND 8.0 MILES
 RC2574'NORTHWEST OF THE BRIDGE OVER THE JOHN DAY RIVER IN CLARNO, ON THE
 RC2574'SOUTHEAST END OF A HIGH MESA ABOUT 2.0 MILES WEST OF THE JOHN
 RC2574'DAY RIVER.  IT IS 22.0 FEET NORTHWEST OF THE SOUTHEAST END OF THE
 RC2574'MESA AND 8.0 FEET SOUTHWEST OF A 4 BY 4 INCH WITNESS POST.  THE
 RC2574'DISK IS STAMPED CEDAR 1946 AND PROJECTS 3 INCHES.
 RC2574'
 RC2574'THE AZIMUTH MARK IS ABOUT 1.3 MILES SOUTHEAST OF THE STATION,
 RC2574'0.3 MILE SOUTHEAST OF AN OLD RANCH HOUSE AND 18.0 FEET SOUTHWEST
 RC2574'OF THE CENTER OF THE TRACK ROAD.  THE DISK IS STAMPED CEDAR 1946
 RC2574'AND PROJECTS 2 INCHES.  TO REACH FROM THE STATION GO BACK DOWN
 RC2574'TRACK ROAD TO OLD RANCH HOUSE, CONTINUE SOUTHEAST ON TRACK ROAD
 RC2574'FOR 0.3 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 RC2574'
 RC2574'REFERENCE MARK NO 1 IS SOUTH-SOUTHWEST OF THE STATION, 24.0 FEET
 RC2574'NORTHWEST OF THE SOUTHEAST EDGE OF THE MESA.  THE DISK IS STAMPED
 RC2574'CEDAR NO 1 1946 AND PROJECTS 3 INCHES.
 RC2574'
 RC2574'REFERENCE MARK NO 2 IS NORTHWEST OF THE STATION AND APPROXIMATELY
 RC2574'THE SAME ELEVATION AS STATION MARK.  THE DISK IS STAMPED CEDAR
 RC2574'NO 2 1946 AND PROJECTS 3-INCHES.
 RC2574'
 RC2574'TO REACH THE STATION FROM THE BRIDGE ACROSS THE JOHN DAY RIVER
 RC2574'IN CLARNO.  GO WEST ON DIRT ROAD FOR 0.2 MILE TO THE GRANGE HALL
 RC2574'ON THE RIGHT AND A SIDE ROAD RIGHT DOWN THE WEST SIDE OF THE
 RC2574'RIVER, TURN RIGHT AND FOLLOW RIVER ROAD NORTH FOR 1.15 MILES TO
 RC2574'A RANCH HOUSE ON THE RIGHT, CONTINUE NORTH ON RIVER ROAD FOR 1.65
 RC2574'MILES TO ANOTHER RANCH HOUSE ON RIGHT, CONTINUE ON RIVER ROAD
 RC2574'FOR 0.8 MILE TO ANOTHER OLD HOUSE ON THE RIGHT, CONTINUE ON
 RC2574'RIVER ROAD FOR 1.9 MILES TO A FORK, TURN LEFT AND FOLLOW
 RC2574'TRACK ROAD IN A NORTHWESTERLY AND NORTHERLY DIRECTION FOR 3.8
 RC2574'MILES TO AN OLD RANCH HOUSE ON THE LEFT, (NOTE--AZIMUTH MARK
 RC2574'IS 0.3 MILE SOUTHEAST OF THIS RANCH HOUSE) FROM RANCH
 RC2574'HOUSE BEAR RIGHT IN A NORTHEASTERLY DIRECTION FOR 0.1 MILE
 RC2574'TO A FENCE CORNER, CONTINUE ON TRACK ROAD IN A NORTHERLY AND
 RC2574'NORTHWESTERLY FOR 1.0 MILE TO A GATE IN WIRE FENCE LINE, PASS
 RC2574'THROUGH GATE AND CONTINUE NORTHWEST ON TRACK ROAD UP HILL FOR
 RC2574'0.45 MILE TO TOP IN SADDLE AND A FORK, BEAR RIGHT ALONG MAIN
 RC2574'TRAVELED TRACK ROAD ALONG RIDGE FOR 0.3 MILE TO GATE IN WIRE
 RC2574'FENCE LINE, PASS THROUGH GATE AND CONTINUE ON RIDGE ROAD FOR
 RC2574'0.45 MILE TO A LONE TRIANGULAR BLAZED CEDAR TREE ON THE RIGHT,
 RC2574'HERE TURN SHARP RIGHT OFF OF RIDGE ROAD IN A
 RC2574'SOUTHEASTERLY DIRECTION FOR 0.1 MILE TO THE HIGHEST POINT AND
 RC2574'STATION AS DESCRIBED.
 RC2574'
 RC2574'THE SUBSTITUTE STATION, P.P. 105V-86A, IS THE LONE CEDAR TREE,
 RC2574'587.8 FEET NORTHWEST OF THE STATION.  IT IS ABOUT 20.0 FEET HIGH
 RC2574'AND 12.0 FEET LOWER THAN THE STATION.
 RC2574'
 RC2574'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1756 ***********************************************************************
 QE1756  DESIGNATION -  CEDAR
 QE1756  PID         -  QE1756
 QE1756  STATE/COUNTY-  OR/LINN
 QE1756  USGS QUAD   -  BROWNSVILLE (1988)
 QE1756
 QE1756                         *CURRENT SURVEY CONTROL
 QE1756  ___________________________________________________________________
 QE1756* NAD 83(1991)-  44 25 24.09164(N)    122 53 58.69733(W)     ADJUSTED  
 QE1756* NAVD 88     -       589.     (meters)    1932.     (feet)  SCALED    
 QE1756  ___________________________________________________________________
 QE1756  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 QE1756  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 QE1756  HORZ ORDER  -  SECOND
 QE1756
 QE1756.The horizontal coordinates were established by classical geodetic methods
 QE1756.and adjusted by the National Geodetic Survey in October 1991.
 QE1756
 QE1756.The orthometric height was scaled from a topographic map.
 QE1756
 QE1756.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE1756
 QE1756.The geoid height was determined by GEOID03.
 QE1756
 QE1756;                    North         East     Units Scale Factor Converg.
 QE1756;SPC OR N     -    86,923.791 2,308,940.192   MT  0.99997855   -1 42 06.4
 QE1756;SPC OR N     -   285,183.04  7,575,263.10   iFT  0.99997855   -1 42 06.4
 QE1756;UTM  10      - 4,918,901.016   507,988.986   MT  0.99960078   +0 04 12.9
 QE1756
 QE1756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE1756!SPC OR N     -   0.99991128  x   0.99997855  =   0.99988983
 QE1756!UTM  10      -   0.99991128  x   0.99960078  =   0.99951209
 QE1756
 QE1756:                Primary Azimuth Mark                     Grid Az
 QE1756:SPC OR N     -  CEDAR AZ MK                              119 47 18.0
 QE1756:UTM  10      -  CEDAR AZ MK                              118 00 58.7
 QE1756
 QE1756|---------------------------------------------------------------------|
 QE1756| PID    Reference Object                     Distance      Geod. Az  |
 QE1756|                                                           dddmmss.s |
 QE1756| CD9673 CEDAR AZ MK                                        1180511.6 |
 QE1756| CD9674 CEDAR RM 1                           14.855 METERS 14818     |
 QE1756| CD9675 CEDAR RM 2                            6.581 METERS 20539     |
 QE1756|---------------------------------------------------------------------|
 QE1756
 QE1756                          SUPERSEDED SURVEY CONTROL
 QE1756
 QE1756  NAD 83(1986)-  44 25 24.11148(N)    122 53 58.72012(W) AD(       ) 2
 QE1756  NAD 27      -  44 25 24.66169(N)    122 53 54.40849(W) AD(       ) 2
 QE1756
 QE1756.Superseded values are not recommended for survey control.
 QE1756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1756.See file dsdata.txt to determine how the superseded data were derived.
 QE1756
 QE1756_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ0798918901(NAD 83)
 QE1756_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QE1756_SETTING: 66 = SET IN ROCK OUTCROP
 QE1756_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QE1756+SATELLITE: SATELLITE OBSERVATIONS - December 22, 2006
 QE1756
 QE1756  HISTORY     - Date     Condition        Report By
 QE1756  HISTORY     - 1940     MONUMENTED       CGS
 QE1756  HISTORY     - 1958     SEE DESCRIPTION  BPA
 QE1756  HISTORY     - 1966     SEE DESCRIPTION  CGS
 QE1756  HISTORY     - 20061222 GOOD             GEOCAC
 QE1756
 QE1756                          STATION DESCRIPTION
 QE1756
 QE1756'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 QE1756'STATION IS LOCATED ABOUT 4.5 MILES NE OF BROWNSVILLE, 8.0 MILES S
 QE1756'OF LEBANON, 4.5 MILES SSW OF THE SODAVILLE STORE ON THE SUMMIT OF
 QE1756'A CONE SHAPED PEAK KNOWN AS CEDAR BUTTE.  THE SOUTH SIDE OF THE
 QE1756'HILL TOP IS BARREN WHILE THE N SIDE OF THE HILL IS COVERED WITH
 QE1756'LARGE CEDAR TREES.
 QE1756'
 QE1756'STATION IS REACHED AS FOLLOWS--FROM BROWNSVILLE GO EASTERLY ON
 QE1756'MT. HOME ROAD (FIRST ROAD N OF RIVER BRIDGE) 3.1 MILES TO A
 QE1756'FORK.  TAKE LEFT FORK (N) (SODAVILLE ROAD) 1.0 MILE TO A
 QE1756'FORK.  CONTINUE N ON RIGHT FORK 2.8 MILES TO AZIMUTH MARK ON THE
 QE1756'LEFT (W) SIDE OF ROAD.  CONTINUE 1.1 MILES (N) TO A FORK.  TAKE
 QE1756'LEFT FORK (NW) AND GO 0.75 MILE TO A DIM ROAD ON THE LEFT (W)
 QE1756'JUST BEYOND ROAD TO FARM HOUSE.  TURN LEFT (W) AND FOLLOW OLD
 QE1756'ROAD 0.75 MILE TO END OF TRUCK TRAVEL AT TRIANGLE BLAZE ON A TREE
 QE1756'AT THE TOP OF AN OLD LOG SKIDWAY.  FROM HERE FOLLOW LOG SKID DOWN
 QE1756'HILL ABOUT 75 YARDS TO LARGE LOG PILE.  BEAR TO THE LEFT OF LOG
 QE1756'PILE AND GO TO CREST OF FLAT RIDGE.  FROM HERE FOLLOW TRAIL
 QE1756'ABOUT 1.0 MILE SW TO THE SUMMIT OF SHARP HILL AND STATION SITE.
 QE1756'
 QE1756'STATION, STAMPED CEDAR 1940 IS SET IN BEDROCK FLUSH WITH THE
 QE1756'GROUND.  IT IS ON THE N SIDE OF A CLEARING AT ABOUT THE HIGHEST
 QE1756'PART OF HILL 15.0 FT. S OF 3.0 FT. FIR TREE.
 QE1756'
 QE1756'AZIMUTH MARK, STAMPED CEDAR 1940 PROJECTS ABOUT 3 INCHES ABOVE THE
 QE1756'GROUND.  IT IS 1.2 FT. E OF FENCE, 3.3 FT. SE OF WHITE REFERENCE
 QE1756'POST, AND 25.0 FT. W OF THE CENTER LINE OF ROAD.
 QE1756'
 QE1756'R.M. 1, STAMPED CEDAR NO 1 1940 IS SET IN BEDROCK THAT PROJECTS
 QE1756'ABOUT 3 INCHES ABOVE THE GROUND.  IT IS IN CLEARING ON THE E SLOPE
 QE1756'OF HILL.
 QE1756'
 QE1756'R.M. 2, STAMPED CEDAR NO 2 1940 IS SET IN BEDROCK FLUSH WITH THE
 QE1756'GROUND.  IT IS IN A CLEARING ON THE S SLOPE OF HILL ABOUT 2.0
 QE1756'FT. LOWER THAN THE STATION.
 QE1756
 QE1756                          STATION RECOVERY (1958)
 QE1756
 QE1756'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1958
 QE1756'STATION IS ABOUT 4.5 MILES (AIRLINE) NORTHEAST OF BROWNSVILLE, 8
 QE1756'MILES SOUTH OF LEBANON, 4.5 MILES SOUTH-SOUTHWEST OF SODAVILLE, ON
 QE1756'THE SUMMIT OF A CONE SHAPED PEAK KNOWN AS CEDAR BUTTE.  THE SOUTH
 QE1756'SIDE OF THE HILLTOP IS A STEEP OPEN MEADOW WHILE THE NORTH SIDE
 QE1756'AND TOP ARE COVERED WITH LARGE CEDAR TREES.
 QE1756'
 QE1756'FOLLOWING IS A NEW TO REACH DESCRIPTION--TO REACH FROM BROWNSVILLE,
 QE1756'GO EASTERLY ON MOUNTAIN HOME ROAD (FIRST ROAD NORTH OF RIVER
 QE1756'BRIDGE), 3.1 MILES TO A T-ROAD JUNCTION (SIGN--EAST, CRAWFORDSVILLE
 QE1756'5--WEST, BROWNSVILLE 3.  NORTH, SODAVILLE 11).  TAKE T-ROAD NORTH
 QE1756'(SODAVILLE ROAD) 1.0 MILE TO A FORK.  CONTINUE NORTHEAST ON RIGHT
 QE1756'FORK 2.2 MILES TO THE EARL KNIGHT FARMHOUSE ON THE LEFT.
 QE1756'(AZIMUTH MARK IS 0.6 MI. FARTHER ON THE LEFT SIDE OF THE ROAD -
 QE1756'NOT SEARCHED FOR.  RESIDENTS AT EARL KNIGHT FARMHOUSE WILL GIVE
 QE1756'KEY TO LOCKED GATE TO GOVT. EMPLOYEES AND OTHERS ON OFFICIAL
 QE1756'BUSINESS.  FROM FARMHOUSE, RETURN BACK OVER SAME ROAD 0.5 MI.
 QE1756'TO LOCKED GATE ON RIGHT (N) SIDE OF ROAD.  PASS THROUGH GATE
 QE1756'GO 0.2 MILE TO BRIDGE OVER WARREN CREEK, CROSS OVER BRIDGE AND
 QE1756'GO 0.1 MI. TO RIGHT ALONG CREEK TO A FORK.  TAKE LEFT FORK AND GO
 QE1756'0.2 TO ANOTHER FORK.  TAKE LEFT FORK AND GO 0.2 MI. TO ANOTHER
 QE1756'FORK.  TAKE LEFT FORK AGAIN AND CONTINUE UPHILL 0.4 MILE TO AN
 QE1756'UNLOCKED GATE.  PASS THROUGH GATE AND GO 0.5 MILE TO LEVEL
 QE1756'ROAD AT BASE OF STEEP SLOPE TO RIGHT OF ROAD (ETT).  CLIMB UP
 QE1756'THROUGH GRAVELLY BRUSH-COVERED SLOPE AND ACROSS STEEPLY SLOPING
 QE1756'OPEN MEADOW TO TOP.  STATION IS NEAR THE WEST END OF GROVE OF
 QE1756'TREES ON TOP.  STA. MARK AND BOTH REFERENCE MARKS IN GOOD
 QE1756'CONDITION.  15 MINUTE PACK.
 QE1756
 QE1756                          STATION RECOVERY (1966)
 QE1756
 QE1756'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JCL)
 QE1756'THE STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED AND FOUND
 QE1756'IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT
 QE1756'RECOVERED.  IT IS NOT BELIEVED TO HAVE BEEN DESTROYED.  LANDMARKS
 QE1756'HAVE CHANGED.  FOLLOWING IS A NEW AND COMPLETE RECOVERY NOTE.
 QE1756'
 QE1756'THE STATION IS ABOUT 8 MILES SOUTH OF LEBANON AND 4-1/2 MILES
 QE1756'NORTHEAST ON BROWNSVILLE ON A CONE SHAPED BUTTE KNOWN AS CEDAR
 QE1756'BUTTE.
 QE1756'
 QE1756'TO REACH THE STATION FROM THE BROWNSVILLE POST OFFICE GO SOUTH
 QE1756'ON THE MAIN STREET FOR 0.15 MILE TO KIRK AVE. ON THE LEFT, TURN LEFT
 QE1756'AND GO EAST ON KIRK AVENUE AND THE MACADAM ROAD FOR 3.0 MILES TO A
 QE1756'SIDE ROAD LEFT AND SIGN, SODAVILLE 11, TURN LEFT AND GO NORTH ON
 QE1756'THE GRAVELED ROAD FOR 1.0 MILE TO A FORK, TAKE RIGHT FORK AND GO
 QE1756'NORTHEASTERLY FOR 3.7 MILES TO A SIDE ROAD LEFT AT A SUMMIT
 QE1756'AND SIGN, SODAVILLE 6, TURN LEFT AND GO NORTHWEST ON THE
 QE1756'GRAVELED ROAD FOR 0.8 MILE TO A FORK, TAKE THE LEFT FORK AND GO
 QE1756'WEST ON THE GRAVEL AND DIRT ROAD, PASSING TO THE RIGHT OF A
 QE1756'VERY LARGE PILE OF SAWDUST, FOR 0.7 MILE TO A SUMMIT IN THE
 QE1756'DIRT ROAD AND AT A POINT WHERE THE ROAD STARTS TO DESCEND
 QE1756'VERY RAPIDLY.  PACK SOUTHWEST, KEEPING HIGH ON THE RIDGE
 QE1756'TO AVOID UNDERGROWTH, TO THE FIRST SUMMIT AND STATION.  LENGTH
 QE1756'OF PACK IS ABOUT 1/4 HOUR.
 QE1756'
 QE1756'THE STATION MARK, STAMPED CEDAR 1940, IS A STANDARD DISK CEMENTED
 QE1756'IN A DRILL HOLE IN BEDROCK AT THE SOUTH EDGE OF THE WOODED TOP,
 QE1756'21.5 FEET SOUTH OF A PINE TREE WITH A TRIANGLE BLAZE, 1 FOOT EAST
 QE1756'OF A ROCK CAIRN AND FLUSH WITH THE GROUND.  (NOTE 2)
 QE1756'
 QE1756'REFERENCE MARK NO. 1, STAMPED CEDAR NO 1 1940, IS A STANDARD DISK
 QE1756'CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS 2 INCHES, 2 FEET
 QE1756'EAST OF AN UPROOTED TREE, 1 FOOT WEST OF A ROCK CAIRN AND 1-1/2
 QE1756'FEET BELOW STATION ELEVATION.  (NOTE 12A)
 QE1756'
 QE1756'REFERENCE MARK NO. 2, STAMPED CEDAR NO 2 1940, IS A STANDARD DISK
 QE1756'CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS 1 INCH, 1 FOOT
 QE1756'NORTH OF A ROCK CAIRN AND THE SAME ELEVATION AS THE STATION.  (NOTE
 QE1756'12A)
 QE1756
 QE1756                          STATION RECOVERY (2006)
 QE1756
 QE1756'RECOVERY NOTE BY GEOCACHING 2006 (EDB)
 QE1756'BM QE1756 IS IN GREAT CONDITION AND WAS FOUND AS STATED IN THE 1966
 QE1756'MONUMENT.  HOWEVER, THERE IS NO EVIDENCE OF ANY REMAINING ROCK CAIRNS.
 QE1756'OUR GARMIN GPS MAP 60CS PROVIDED THESE COORDINATES N44*25.402
 QE1756'W122*53.977
 QE1756' 
 QE1756'DUDESWEET OF ALBANY, OR AND PABLO MAC OF LEBANON, OR OUT GEOCACHING
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1967 ***********************************************************************
 RD1967  DESIGNATION -  CEDAR BUTTE
 RD1967  PID         -  RD1967
 RD1967  STATE/COUNTY-  OR/TILLAMOOK
 RD1967  USGS QUAD   -  CEDAR BUTTE (1984)
 RD1967
 RD1967                         *CURRENT SURVEY CONTROL
 RD1967  ___________________________________________________________________
 RD1967* NAD 83(1991)-  45 35 26.19828(N)    123 38 49.42970(W)     ADJUSTED  
 RD1967* NAVD 88     -       887.1    (meters)    2910.     (feet)  VERTCON   
 RD1967  ___________________________________________________________________
 RD1967  LAPLACE CORR-          10.31  (seconds)                    DEFLEC99
 RD1967  GEOID HEIGHT-         -20.90  (meters)                     GEOID03
 RD1967  HORZ ORDER  -  SECOND
 RD1967
 RD1967.The horizontal coordinates were established by classical geodetic methods
 RD1967.and adjusted by the National Geodetic Survey in October 1991.
 RD1967
 RD1967.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD1967.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD1967
 RD1967.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1967
 RD1967.The geoid height was determined by GEOID03.
 RD1967
 RD1967;                    North         East     Units Scale Factor Converg.
 RD1967;SPC OR N     -   218,576.128 2,254,507.757   MT  0.99992167   -2 13 54.7
 RD1967;SPC OR N     -   717,113.28  7,396,678.99   iFT  0.99992167   -2 13 54.7
 RD1967;UTM  10      - 5,048,766.758   449,528.146   MT  0.99963132   -0 27 44.1
 RD1967
 RD1967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1967!SPC OR N     -   0.99986422  x   0.99992167  =   0.99978590
 RD1967!UTM  10      -   0.99986422  x   0.99963132  =   0.99949559
 RD1967
 RD1967|---------------------------------------------------------------------|
 RD1967| PID    Reference Object                     Distance      Geod. Az  |
 RD1967|                                                           dddmmss.s |
 RD1967| DD9517 CEDAR BUTTE RM 1                      3.178 METERS 00837     |
 RD1967| DD9516 CEDAR BUTTE AZ MK                                  1635226.5 |
 RD1967| DD9518 CEDAR BUTTE RM 2                      2.747 METERS 25204     |
 RD1967|---------------------------------------------------------------------|
 RD1967
 RD1967                          SUPERSEDED SURVEY CONTROL
 RD1967
 RD1967  NAD 83(1986)-  45 35 26.22407(N)    123 38 49.42485(W) AD(       ) 2
 RD1967  NAD 27      -  45 35 26.83500(N)    123 38 44.99200(W) AD(       ) 2
 RD1967  NGVD 29 (07/19/86)  886.0    (m)         2907.     (f) VERT ANG    3  
 RD1967
 RD1967.Superseded values are not recommended for survey control.
 RD1967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1967.See file dsdata.txt to determine how the superseded data were derived.
 RD1967
 RD1967_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR4952848767(NAD 83)
 RD1967_MARKER: DS = TRIANGULATION STATION DISK
 RD1967_SETTING: 66 = SET IN ROCK OUTCROP
 RD1967
 RD1967  HISTORY     - Date     Condition        Report By
 RD1967  HISTORY     - 1941     MONUMENTED       CGS
 RD1967  HISTORY     - 1954     GOOD             USGS
 RD1967  HISTORY     - 19850601 MARK NOT FOUND   BLM
 RD1967
 RD1967                          STATION DESCRIPTION
 RD1967
 RD1967'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (ANS)
 RD1967'STATION IS ABOUT 12.5 MILES NE OF TILLAMOOK, 3.5 MILES NW OF THE
 RD1967'JUNCTION OF WILSON RIVER AND JORDAN CREEK ON THE HIGHEST POINT OF A
 RD1967'SHARP ROCKY BUTTE THAT IS BARE EXCEPT FOR A FEW SNAGS.
 RD1967'
 RD1967'STATION, REFERENCE, AND AZIMUTH MARKS ARE STANDARD DISKS SET IN
 RD1967'DRILL HOLES IN OUTCROPPING BEDROCK.
 RD1967'
 RD1967'STATION MARK STAMPED CEDAR BUTTE 1941, IS SET IN BEDROCK THAT
 RD1967'PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.  IT IS 55.0 FEET E OF
 RD1967'THE W EDGE OF PEAK, 23.0 FEET W OF THE E EDGE OF PEAK, AND 18.0
 RD1967'FEET WNW OF A 2.5-FOOT STUMP.
 RD1967'
 RD1967'REFERENCE MARK NO.1, STAMPED CEDAR BUTTE NO.1, 1941 IS SET IN
 RD1967'BEDROCK THAT PROJECTS ABOUT 1.0 FOOT ABOVE THE GROUND.  IT IS ON
 RD1967'THE N SLOPE OF PEAK 18.0 FEET E OF A 2.5-FOOT STUMP, AND ABOUT
 RD1967'4.0 FEET LOWER THAN THE STATION.
 RD1967'
 RD1967'REFERENCE MARK NO.2, STAMPED CEDAR BUTTE NO.2, 1941, IS SET IN
 RD1967'BEDROCK THAT PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.  IT IS 12.0
 RD1967'FEET SSW OF A 2.5-FOOT STUMP 46.0 FEET E OF THE W EDGE OF PEAK,
 RD1967'AND ABOUT 2.5 FEET LOWER THAN THE STATION.
 RD1967'
 RD1967'AZIMUTH MARK, STAMPED CEDAR BUTTE 1941, IS SET IN BEDROCK THAT
 RD1967'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.  IT IS ON THE NW EDGE OF
 RD1967'PEAK ABOUT 20.0 FEET LOWER THAN THE SUMMIT AND 10.0 FEET NW OF A
 RD1967'2.0-FOOT SNAG.
 RD1967'
 RD1967'STATION IS REACHED AS FOLLOWS--FROM TILLAMOOK FOLLOW THE WILSON
 RD1967'RIVER HIGHWAY 18.0 MILES E AND NE TO STOCK BRIDGE ACROSS WILSON
 RD1967'RIVER AT THE CEDAR BUTTE TRAIL.  CROSS BRIDGE AND PACK W AND NW
 RD1967'ON THE CEDAR BUTTE TRAIL 5.0 MILES TO FORK AT CAIRN.  (TO REACH
 RD1967'AZIMUTH MARK TAKE LEFT FORK NW ABOUT 0.5 MILE TO MARK ON THE NW
 RD1967'EDGE OF SNAG COVERED HILL.) CONTINUE ON THE RIGHT FORK 1.0 MILE
 RD1967'TO FORK ON THE S SIDE OF CEDAR BUTTE.  TAKE LEFT FORK OF TRAIL
 RD1967'N ABOUT 0.5 MILE TO TOP OF PEAK AND STATION.
 RD1967
 RD1967                          STATION RECOVERY (1954)
 RD1967
 RD1967'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 RD1967'STATION RECOVERED IN GOOD CONDITION.
 RD1967'
 RD1967'TO REACH FROM TURNERS JORDAN CREEK CAFE, DRIVE SOUTH ON WILSON
 RD1967'RIVER HIGHWAY FOR 0.3 MILE, TURN RIGHT AND GO 0.2 MILE TO ROAD
 RD1967'FORK.  TAKE LEFT FORK AND DRIVE 2.1 MILES TO A ROAD FORK, TAKE
 RD1967'RIGHT FORK 0.4 MILE TO ANOTHER ROAD FORK.  TAKE LEFT FORK AND
 RD1967'DRIVE 3.0 MILES TO A ROAD FORK, TAKE RIGHT FORK AND DRIVE 0.1 MILE
 RD1967'TO END TRUCK TRAVEL.  FOLLOW TRAIL NORTH UP RIDGE TO HIGHEST POINT
 RD1967'AND STATION SITE.
 RD1967
 RD1967                          STATION RECOVERY (1985)
 RD1967
 RD1967'RECOVERY NOTE BY BUREAU OF LAND MANAGEMENT 1985 (UNK)
 RD1967'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1968 ***********************************************************************
 RD1968  DESIGNATION -  CEDAR BUTTE
 RD1968  PID         -  RD1968
 RD1968  STATE/COUNTY-  OR/TILLAMOOK
 RD1968  USGS QUAD   -  CEDAR BUTTE (1984)
 RD1968
 RD1968                         *CURRENT SURVEY CONTROL
 RD1968  ___________________________________________________________________
 RD1968* NAD 83(1991)-  45 35 26.22533(N)    123 38 49.45685(W)     ADJUSTED  
 RD1968* NAVD 88     -       888.     (meters)    2913.     (feet)  SCALED    
 RD1968  ___________________________________________________________________
 RD1968  LAPLACE CORR-          10.31  (seconds)                    DEFLEC99
 RD1968  GEOID HEIGHT-         -20.90  (meters)                     GEOID03
 RD1968  HORZ ORDER  -  THIRD
 RD1968
 RD1968.The horizontal coordinates were established by classical geodetic methods
 RD1968.and adjusted by the National Geodetic Survey in October 1991.
 RD1968
 RD1968.The orthometric height was scaled from a topographic map.
 RD1968
 RD1968.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1968
 RD1968.The geoid height was determined by GEOID03.
 RD1968
 RD1968;                    North         East     Units Scale Factor Converg.
 RD1968;SPC OR N     -   218,576.986 2,254,507.202   MT  0.99992167   -2 13 54.7
 RD1968;SPC OR N     -   717,116.10  7,396,677.17   iFT  0.99992167   -2 13 54.7
 RD1968;UTM  10      - 5,048,767.598   449,527.564   MT  0.99963132   -0 27 44.1
 RD1968
 RD1968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1968!SPC OR N     -   0.99986406  x   0.99992167  =   0.99978575
 RD1968!UTM  10      -   0.99986406  x   0.99963132  =   0.99949544
 RD1968
 RD1968:                Primary Azimuth Mark                     Grid Az
 RD1968:SPC OR N     -  KINGS MOUNTAIN                           077 46 08.9
 RD1968:UTM  10      -  KINGS MOUNTAIN                           075 59 58.3
 RD1968
 RD1968|---------------------------------------------------------------------|
 RD1968| PID    Reference Object                     Distance      Geod. Az  |
 RD1968|                                                           dddmmss.s |
 RD1968| RD1966 KINGS MOUNTAIN                      APPROX.10.7 KM 0753214.2 |
 RD1968| RD1655 HEMBRE                              APPROX.15.4 KM 1224150.6 |
 RD1968| RD1817 EDWARDS BUTTE TREE                  APPROX.22.3 KM 1873847.3 |
 RD1968|---------------------------------------------------------------------|
 RD1968
 RD1968                          SUPERSEDED SURVEY CONTROL
 RD1968
 RD1968  NAD 83(1986)-  45 35 26.25081(N)    123 38 49.45222(W) AD(       ) 3
 RD1968  NAD 27      -  45 35 26.88500(N)    123 38 44.98700(W) AD(       ) 3
 RD1968
 RD1968.Superseded values are not recommended for survey control.
 RD1968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1968.See file dsdata.txt to determine how the superseded data were derived.
 RD1968
 RD1968_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR4952848768(NAD 83)
 RD1968
 RD1968  HISTORY     - Date     Condition        Report By
 RD1968  HISTORY     - 1937     MONUMENTED       USFS
 RD1968  HISTORY     - 1940     SEE DESCRIPTION  CGS
 RD1968
 RD1968                          STATION DESCRIPTION
 RD1968
 RD1968'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (LAM)
 RD1968'THIS OCCUPIED STATION IS ON HIGHEST POINT OF CEDAR BUTTE,
 RD1968'SITUATED ABOUT 17 MILES AIRLINE NORTHEAST OF TILLAMOOK, IN SECTION
 RD1968'10, T 1 N, R 8 W.  THIS IS THE HIGHEST POINT IN THE VICINITY, AND
 RD1968'THE ONLY ONE NOT TIMBERED ON TOP.  TO REACH FROM TILLAMOOK, GO
 RD1968'NORTHEAST ON WILSON RIVER HIGHWAY 18.3 MILES TO JORDAN CREEK
 RD1968'BRIDGE, CONTINUE .2 MILE TO STOCK BRIDGE OVER WILSON RIVER AND END
 RD1968'OF TRUCK TRAVEL.  FROM THIS POINT IT IS 6 MILES PACK TO STATION
 RD1968'OVER GOOD TRAIL.  STATION IS MARKED BY U.S.F.S. DISK IN
 RD1968'BEDROCK.  LOOKOUT BUILT IN 1937 WAS DESTROYED BY FIRE IN 1939,
 RD1968'AND IS SCHEDULED FOR REBUILDING, IN 1939, BY STATE FORESTRY
 RD1968'DEPARTMENT.
 RD1968'
 RD1968'1940--DISK REPORTED DESTROYED BY ELI B. PACKER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0892 ***********************************************************************
 NY0892  DESIGNATION -  CEDAR POINT
 NY0892  PID         -  NY0892
 NY0892  STATE/COUNTY-  OR/KLAMATH
 NY0892  USGS QUAD   -  LORELLA (1988)
 NY0892
 NY0892                         *CURRENT SURVEY CONTROL
 NY0892  ___________________________________________________________________
 NY0892* NAD 83(1991)-  42 12 39.30970(N)    121 21 24.90813(W)     ADJUSTED  
 NY0892* NAVD 88     -      1400.0    (meters)    4593.     (feet)  VERTCON   
 NY0892  ___________________________________________________________________
 NY0892  LAPLACE CORR-           2.89  (seconds)                    DEFLEC99
 NY0892  GEOID HEIGHT-         -22.17  (meters)                     GEOID03
 NY0892  HORZ ORDER  -  THIRD
 NY0892
 NY0892.The horizontal coordinates were established by classical geodetic methods
 NY0892.and adjusted by the National Geodetic Survey in October 1991.
 NY0892
 NY0892.The NAVD 88 height was computed by applying the VERTCON shift value to
 NY0892.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NY0892
 NY0892.The Laplace correction was computed from DEFLEC99 derived deflections.
 NY0892
 NY0892.The geoid height was determined by GEOID03.
 NY0892
 NY0892;                    North         East     Units Scale Factor Converg.
 NY0892;SPC OR S     -    60,820.952 1,429,237.444   MT  1.00003307   -0 35 10.5
 NY0892;SPC OR S     -   199,543.81  4,689,099.23   iFT  1.00003307   -0 35 10.5
 NY0892;UTM  10      - 4,674,501.556   635,627.618   MT  0.99982634   +1 06 14.7
 NY0892
 NY0892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NY0892!SPC OR S     -   0.99978395  x   1.00003307  =   0.99981702
 NY0892!UTM  10      -   0.99978395  x   0.99982634  =   0.99961033
 NY0892
 NY0892|---------------------------------------------------------------------|
 NY0892| PID    Reference Object                     Distance      Geod. Az  |
 NY0892|                                                           dddmmss.s |
 NY0892| CD7077 CEDAR POINT RM 1                      6.231 METERS 10658     |
 NY0892| NY0891 CAMPBELL                            APPROX. 7.5 KM 1283625.0 |
 NY0892| CD7078 CEDAR POINT RM 2                      8.150 METERS 21942     |
 NY0892|---------------------------------------------------------------------|
 NY0892
 NY0892                          SUPERSEDED SURVEY CONTROL
 NY0892
 NY0892  NAD 83(1986)-  42 12 39.31232(N)    121 21 24.91049(W) AD(       ) 3
 NY0892  NAD 27      -  42 12 39.77600(N)    121 21 20.92000(W) AD(       ) 3
 NY0892  NGVD 29 (07/19/86) 1398.9    (m)         4590.     (f) VERT ANG    3  
 NY0892
 NY0892.Superseded values are not recommended for survey control.
 NY0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0892.See file dsdata.txt to determine how the superseded data were derived.
 NY0892
 NY0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM3562874502(NAD 83)
 NY0892_MARKER: Z = SEE DESCRIPTION
 NY0892_SETTING: 0 = UNSPECIFIED SETTING
 NY0892
 NY0892  HISTORY     - Date     Condition        Report By
 NY0892  HISTORY     - 1948     MONUMENTED       USGS
 NY0892  HISTORY     - 1953     SEE DESCRIPTION  CGS
 NY0892
 NY0892                          STATION DESCRIPTION
 NY0892
 NY0892'DESCRIBED BY US GEOLOGICAL SURVEY 1948 (MTP)
 NY0892'THE STATION IS LOCATED ABOUT 2-1/2 MILES EAST-NORTHEAST OF THE
 NY0892'VILLAGE BONANZA, JUST INSIDE THE FREMONT NATIONAL FOREST BOUNDARY,
 NY0892'ON THE THIRD BENCH OF A LONG RIDGE, ON THE SOUTH SLOPE OF THE
 NY0892'BENCH, ABOUT 200 YARDS NORTH OF THE FOREST SERVICE BOUNDARY
 NY0892'LINE AND ABOUT THE SAME DISTANCE WEST OF THE OLD BLY MOUNTAIN
 NY0892'ROAD WHICH RUNS ALONG THE EAST SIDE OF THE RIDGE.  IT IS ABOUT
 NY0892'THE CENTER OF THE RIDGE.
 NY0892'
 NY0892'THE STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH
 NY0892'MARK SET IN A 1 X 1 FOOT BOULDER WHICH IS FLUSH WITH THE SURFACE
 NY0892'OF THE GROUND.  IT IS 22 FEET SOUTH OF A 14 INCH TRIMMED JUNIPER
 NY0892'TREE.  THE STATION MARK IS PLACED IN AN OPEN AREA ON THE TIMBERED
 NY0892'RIDGE AND IT IS NOT STAMPED.
 NY0892'
 NY0892'REFERENCE MARK NO. 1, STAMPED CEDAR POINT NO 1 1948, IS A
 NY0892'STANDARD DISK SET IN A 1 X 1-1/2 FOOT BOULDER WHICH PROJECTS 1
 NY0892'INCH ABOVE THE GROUND.  IT IS 30 FEET EAST OF A TRIMMED JUNIPER
 NY0892'TREE, AND AT THE SAME ELEVATION AS THE STATION MARK.
 NY0892'
 NY0892'REFERENCE MARK NO. 2, STAMPED CEDAR POINT NO 2 1948, IS A
 NY0892'STANDARD DISK SET IN A 10 INCH BY 1-1/2 FOOT BOULDER WHICH PROJECTS
 NY0892'8 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 48 FEET SOUTH OF
 NY0892'THE TRIMMED JUNIPER TREE AND AT THE SAME ELEVATION AS THE STATION
 NY0892'MARK.
 NY0892'
 NY0892'AS NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION THE
 NY0892'TRIANGULATION STATION CAMPBELL 1948 WILL BE USED.
 NY0892'
 NY0892'TO REACH THE STATION FROM THE POST OFFICE AT BONANZA, GO
 NY0892'EAST FOR 0.5 MILE TO FORKS AND SIGN BLY MTN RD. YAINAX BU KENO
 NY0892'SPRS, TAKE RIGHT FORK, EAST, AND GO 2.3 MILES TO T ROAD JUST
 NY0892'AFTER PASSING FIRST ROAD PASS.  TURN LEFT ON THE T ROAD AS PER
 NY0892'SIGN, YAINAX BU 20 KENO SPRS, AND GO 1.0 MILE TO A 20 INCH
 NY0892'JUNIPER TREE ON THE RIGHT WITH A TRIANGLE BLAZE.  TURN LEFT,
 NY0892'SOUTHWEST, AND GO ABOUT 100 YARDS TO THE FOOT OF THE RIDGE AND
 NY0892'THE END OF TRUCK TRAVEL.  FROM THIS POINT PACK SOUTHWEST FOR
 NY0892'ABOUT 250 YARDS TO THE CENTER OF THE TIMBERED RIDGE AND THE STATION
 NY0892'SITE.  A JEEP CAN BE DRIVEN TO THE TOP OF THE RIDGE AND THE
 NY0892'STATION SITE.
 NY0892
 NY0892                          STATION RECOVERY (1953)
 NY0892
 NY0892'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CTH)
 NY0892'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 NY0892'IN GOOD CONDITION.
 NY0892'
 NY0892'THE ORIGINAL DESCRIPTION IS COMPLETE AND ADEQUATE.
 NY0892'
 NY0892'THE STATION WAS NOT VISITED BY AN OBSERVING UNIT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0900 ***********************************************************************
 OA0900  DESIGNATION -  CEDAR POINT LONE PINE
 OA0900  PID         -  OA0900
 OA0900  STATE/COUNTY-  OR/CURRY
 OA0900  USGS QUAD   -  BRUSHY BALD MTN (1986)
 OA0900
 OA0900                         *CURRENT SURVEY CONTROL
 OA0900  ___________________________________________________________________
 OA0900* NAD 83(1991)-  42 33 11.24821(N)    124 21 24.70012(W)     ADJUSTED  
 OA0900* NAVD 88     -              **(meters)            **(feet)            
 OA0900  ___________________________________________________________________
 OA0900  LAPLACE CORR-          14.43  (seconds)                    DEFLEC99
 OA0900  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 OA0900  HORZ ORDER  -  THIRD
 OA0900
 OA0900.The horizontal coordinates were established by classical geodetic methods
 OA0900.and adjusted by the National Geodetic Survey in October 1991.
 OA0900
 OA0900
 OA0900.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA0900
 OA0900.The geoid height was determined by GEOID03.
 OA0900
 OA0900;                    North         East     Units Scale Factor Converg.
 OA0900;SPC OR S     -   105,763.239 1,183,365.524   MT  0.99995190   -2 38 19.2
 OA0900;SPC OR S     -   346,992.25  3,882,432.82   iFT  0.99995190   -2 38 19.2
 OA0900;UTM  10      - 4,712,084.072   388,605.485   MT  0.99975267   -0 55 03.7
 OA0900
 OA0900                          SUPERSEDED SURVEY CONTROL
 OA0900
 OA0900  NAD 83(1986)-  42 33 11.22513(N)    124 21 24.72374(W) AD(       ) 4
 OA0900  NAD 27      -  42 33 11.83900(N)    124 21 20.36100(W) AD(       ) 3
 OA0900
 OA0900.Superseded values are not recommended for survey control.
 OA0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0900.See file dsdata.txt to determine how the superseded data were derived.
 OA0900
 OA0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN8860512084(NAD 83)
 OA0900
 OA0900  HISTORY     - Date     Condition        Report By
 OA0900  HISTORY     - 1924     MONUMENTED       CGS
 OA0900  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OA0900
 OA0900                          STATION DESCRIPTION
 OA0900
 OA0900'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (FWH)
 OA0900'STATION IS AT THE HIGHEST POINT.  IT IS ABOUT 11 MILES AIR LINE N
 OA0900'20 DEG E FROM GOLD BEACH, 2 MILES FROM THE OCEAN AND 1-3/4 MILES N
 OA0900'80 DEG W FROM BRUSHY BALD.  IT APPEARS FROM THE W AS A REDDISH
 OA0900'BRUSHY-TOPPED CONICAL-SHAPED HILL WITH SCATTERING TIMBER NEAR THE
 OA0900'TOP.  (SEE FOREST SERVICE MAP OF SISKIYOU NATIONAL FOREST).  THIS
 OA0900'IS AN INTERSECTION STATION.
 OA0900
 OA0900                          STATION RECOVERY (1934)
 OA0900
 OA0900'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (LAM)
 OA0900'STATION RECOVERED AS DESCRIBED.  IT IS THE HIGHEST POINT OF CEDAR
 OA0900'POINT, ELEVATION ABOUT 1,460 FEET, ABOUT 1.5 MILES SE OF OPHIR AND
 OA0900'2 MILES E OF THE PACIFIC OCEAN.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2365 ***********************************************************************
 RC2365  DESIGNATION -  CEILING LIGHT
 RC2365  PID         -  RC2365
 RC2365  STATE/COUNTY-  OR/HOOD RIVER
 RC2365  USGS QUAD   -  CARSON (1994)
 RC2365
 RC2365                         *CURRENT SURVEY CONTROL
 RC2365  ___________________________________________________________________
 RC2365* NAD 83(1991)-  45 41 22.01190(N)    121 50 36.32012(W)     ADJUSTED  
 RC2365* NAVD 88     -              **(meters)            **(feet)            
 RC2365  ___________________________________________________________________
 RC2365  LAPLACE CORR-           6.12  (seconds)                    DEFLEC99
 RC2365  GEOID HEIGHT-         -21.67  (meters)                     GEOID03
 RC2365  HORZ ORDER  -  THIRD
 RC2365
 RC2365.The horizontal coordinates were established by classical geodetic methods
 RC2365.and adjusted by the National Geodetic Survey in October 1991.
 RC2365
 RC2365
 RC2365.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2365
 RC2365.The geoid height was determined by GEOID03.
 RC2365
 RC2365;                    North         East     Units Scale Factor Converg.
 RC2365;SPC OR N     -   225,648.542 2,395,364.954   MT  0.99993587   -0 57 09.9
 RC2365;SPC OR N     -   740,316.74  7,858,808.90   iFT  0.99993587   -0 57 09.9
 RC2365;SPC WA S     -    40,473.927   395,354.743   MT  1.00003572   -0 58 33.1
 RC2365;SPC WA S     -   132,788.21  1,297,093.02   sFT  1.00003572   -0 58 33.1
 RC2365;UTM  10      - 5,060,194.398   590,056.054   MT  0.99969971   +0 49 39.6
 RC2365
 RC2365                          SUPERSEDED SURVEY CONTROL
 RC2365
 RC2365  NAD 83(1986)-  45 41 22.02301(N)    121 50 36.32841(W) AD(       ) 4
 RC2365  NAD 27      -  45 41 22.59900(N)    121 50 32.06100(W) AD(       ) 3
 RC2365
 RC2365.Superseded values are not recommended for survey control.
 RC2365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2365.See file dsdata.txt to determine how the superseded data were derived.
 RC2365
 RC2365_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER9005660194(NAD 83)
 RC2365
 RC2365  HISTORY     - Date     Condition        Report By
 RC2365  HISTORY     - 1939     MONUMENTED       CGS
 RC2365  HISTORY     - 1948     SEE DESCRIPTION  CGS
 RC2365  HISTORY     - 1959     SEE DESCRIPTION  CGS
 RC2365
 RC2365                          STATION DESCRIPTION
 RC2365
 RC2365'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (WMS)
 RC2365'SEE DESCRIPTION FOR END 1901 FOR GENERAL LOCATION.  THE STATION
 RC2365'IS THE CENTER OF THE LIGHT ON A POLE, ABOUT 1/4 MILE SE OF
 RC2365'END 1901.
 RC2365
 RC2365                          STATION RECOVERY (1948)
 RC2365
 RC2365'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (WHB)
 RC2365'THIS STATION WAS NOT FOUND.  CEILING LIGHT HAS BEEN DISMANTLED.
 RC2365
 RC2365                          STATION RECOVERY (1959)
 RC2365
 RC2365'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LGT)
 RC2365'THIS STATION WAS PREVIOUSLY REPORTED AS BEING DISMANTLED BY
 RC2365'W.H.B. IN 1948.  NO FURTHER SEARCH WAS MADE FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AJ8162 ***********************************************************************
 AJ8162  DESIGNATION -  CELILO 2
 AJ8162  PID         -  AJ8162
 AJ8162  STATE/COUNTY-  OR/WASCO
 AJ8162  USGS QUAD   -  WISHRAM (1994)
 AJ8162
 AJ8162                         *CURRENT SURVEY CONTROL
 AJ8162  ___________________________________________________________________
 AJ8162* NAD 83(2007)-  45 39 09.84261(N)    120 57 14.52084(W)     ADJUSTED  
 AJ8162* NAVD 88     -        56.0    (meters)     184.     (feet)  GPS OBS   
 AJ8162  ___________________________________________________________________
 AJ8162  EPOCH DATE  -        2007.00
 AJ8162  X           -  -2,297,102.462 (meters)                     COMP
 AJ8162  Y           -  -3,829,977.148 (meters)                     COMP
 AJ8162  Z           -   4,538,375.935 (meters)                     COMP
 AJ8162  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 AJ8162  ELLIP HEIGHT-          34.563 (meters)          (02/10/07) ADJUSTED
 AJ8162  GEOID HEIGHT-         -21.38  (meters)                     GEOID03
 AJ8162
 AJ8162  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ8162  Type    PID    Designation                      North   East  Ellip
 AJ8162  -------------------------------------------------------------------
 AJ8162  NETWORK AJ8162 CELILO 2                          0.61   0.43   2.04
 AJ8162  -------------------------------------------------------------------
 AJ8162
 AJ8162.The horizontal coordinates were established by GPS observations
 AJ8162.and adjusted by the National Geodetic Survey in February 2007.
 AJ8162
 AJ8162.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ8162.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ8162.The horizontal coordinates are valid at the epoch date displayed above.
 AJ8162.The epoch date for horizontal control is a decimal equivalence
 AJ8162.of Year/Month/Day.
 AJ8162
 AJ8162.The orthometric height was determined by GPS observations and a
 AJ8162.high-resolution geoid model.
 AJ8162
 AJ8162.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8162
 AJ8162.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8162
 AJ8162.The ellipsoidal height was determined by GPS observations
 AJ8162.and is referenced to NAD 83.
 AJ8162
 AJ8162.The geoid height was determined by GEOID03.
 AJ8162
 AJ8162;                    North         East     Units Scale Factor Converg.
 AJ8162;SPC OR N     -   220,797.737 2,464,612.342   MT  0.99993024   -0 19 19.2
 AJ8162;SPC OR N     -   724,402.02  8,085,998.50   iFT  0.99993024   -0 19 19.2
 AJ8162;UTM  10      - 5,057,500.835   659,411.344   MT  0.99991243   +1 27 48.3
 AJ8162
 AJ8162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8162!SPC OR N     -   0.99999458  x   0.99993024  =   0.99992482
 AJ8162!UTM  10      -   0.99999458  x   0.99991243  =   0.99990701
 AJ8162
 AJ8162                          SUPERSEDED SURVEY CONTROL
 AJ8162
 AJ8162  NAD 83(1998)-  45 39 09.84207(N)    120 57 14.52178(W) AD(       ) B
 AJ8162  ELLIP H (02/26/02)   34.554  (m)                       GP(       ) 3 2
 AJ8162
 AJ8162.Superseded values are not recommended for survey control.
 AJ8162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8162.See file dsdata.txt to determine how the superseded data were derived.
 AJ8162
 AJ8162_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR5941157501(NAD 83)
 AJ8162_MARKER: DD = SURVEY DISK
 AJ8162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8162_STAMPING: CELILO-2 LS 737 1997
 AJ8162_MARK LOGO: USE   
 AJ8162_PROJECTION: FLUSH
 AJ8162_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ8162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8162+STABILITY: SURFACE MOTION
 AJ8162_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8162+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2008
 AJ8162
 AJ8162  HISTORY     - Date     Condition        Report By
 AJ8162  HISTORY     - 1997     MONUMENTED       USE
 AJ8162  HISTORY     - 20080401 GOOD             USACE
 AJ8162
 AJ8162                          STATION DESCRIPTION
 AJ8162
 AJ8162'DESCRIBED BY US ENGINEERS 1997 (DGI)
 AJ8162'THE STATION IS LOCATED ABOUT 18.0 KM (11.2 MI) EAST-NORTHEAST OF THE
 AJ8162'DALLES, 11.0 KM
 AJ8162'(6.8 MI) WEST OF BIGGS, NEAR THE EAST EDGE OF CELILO PARK, ON THE
 AJ8162'SOUTH BANK OF
 AJ8162'THE COLUMBIA RIVER.  OWNERSHIP -- UNION PACIFIC RAILROAD RIGHT-OF-WAY.
 AJ8162'TO REACH THE STATION FORM THE INTERSTATE HIGHWAY 84 EXIT FOR THE
 AJ8162'CELILO REST AREA, GO
 AJ8162'NORTH ON THE PAVED ROAD TO A GRAVEL ROAD IMMEDIATELY AFTER CROSSING
 AJ8162'THE RAILROAD
 AJ8162'TRACKS AT THE ENTRANCE TO THE REST AREA. TURN RIGHT, EASTERLY,  ON
 AJ8162'GRAVEL ROAD
 AJ8162'(RAILROAD ACCESS) FOR 0.5 KM (0.3 MI) TO THE STATION.
 AJ8162' 
 AJ8162'STATION IS A 3.5 IN DIAMETER DISC SET IN CONCRETE AND IS LOCATED ATOP
 AJ8162'A SMALL KNOLL, FLUSH
 AJ8162'WITH THE GROUND. IT IS APPROXIMATELY 18.5 M (60 FT) EASTERLY FROM A
 AJ8162'CYCLONE FENCE CORNER.
 AJ8162' 
 AJ8162' 
 AJ8162' 
 AJ8162'
 AJ8162
 AJ8162                          STATION RECOVERY (2008)
 AJ8162
 AJ8162'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2008 (DAH)
 AJ8162'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2644 ***********************************************************************
 RC2644  DESIGNATION -  CELILO LIGHT
 RC2644  PID         -  RC2644
 RC2644  STATE/COUNTY-  OR/WASCO
 RC2644  USGS QUAD   -  WISHRAM (1994)
 RC2644
 RC2644                         *CURRENT SURVEY CONTROL
 RC2644  ___________________________________________________________________
 RC2644* NAD 83(1991)-  45 38 55.18875(N)    120 58 00.89882(W)     ADJUSTED  
 RC2644* NAVD 88     -        98.     (meters)     322.     (feet)  SCALED    
 RC2644  ___________________________________________________________________
 RC2644  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 RC2644  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 RC2644  HORZ ORDER  -  THIRD
 RC2644
 RC2644.The horizontal coordinates were established by classical geodetic methods
 RC2644.and adjusted by the National Geodetic Survey in October 1991.
 RC2644
 RC2644.The orthometric height was scaled from a topographic map.
 RC2644
 RC2644.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2644
 RC2644.The geoid height was determined by GEOID03.
 RC2644
 RC2644;                    North         East     Units Scale Factor Converg.
 RC2644;SPC OR N     -   220,351.083 2,463,605.647   MT  0.99992965   -0 19 52.1
 RC2644;SPC OR N     -   722,936.62  8,082,695.69   iFT  0.99992965   -0 19 52.1
 RC2644;SPC WA S     -    35,157.342   463,601.387   MT  1.00004697   -0 20 21.0
 RC2644;SPC WA S     -   115,345.38  1,520,998.88   sFT  1.00004697   -0 20 21.0
 RC2644;UTM  10      - 5,057,023.044   658,419.073   MT  0.99990855   +1 27 14.7
 RC2644
 RC2644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2644!SPC OR N     -   0.99998799  x   0.99992965  =   0.99991764
 RC2644!SPC WA S     -   0.99998799  x   1.00004697  =   1.00003496
 RC2644!UTM  10      -   0.99998799  x   0.99990855  =   0.99989654
 RC2644
 RC2644:                Primary Azimuth Mark                     Grid Az
 RC2644:SPC OR N     -  AVERY                                    321 45 00.0
 RC2644:SPC WA S     -  AVERY                                    321 45 28.9
 RC2644:UTM  10      -  AVERY                                    319 57 53.2
 RC2644
 RC2644|---------------------------------------------------------------------|
 RC2644| PID    Reference Object                     Distance      Geod. Az  |
 RC2644|                                                           dddmmss.s |
 RC2644| RC2634 AVERY                               APPROX. 3.0 KM 3212507.9 |
 RC2644|---------------------------------------------------------------------|
 RC2644
 RC2644                          SUPERSEDED SURVEY CONTROL
 RC2644
 RC2644  NAD 83(1986)-  45 38 55.20112(N)    120 58 00.89265(W) AD(       ) 3
 RC2644  NAD 27      -  45 38 55.74800(N)    120 57 56.65800(W) AD(       ) 3
 RC2644
 RC2644.Superseded values are not recommended for survey control.
 RC2644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2644.See file dsdata.txt to determine how the superseded data were derived.
 RC2644
 RC2644_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR5841957023(NAD 83)
 RC2644
 RC2644  HISTORY     - Date     Condition        Report By
 RC2644  HISTORY     - 1959     MONUMENTED       CGS
 RC2644
 RC2644                          STATION DESCRIPTION
 RC2644
 RC2644'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (LGT)
 RC2644'STATION IS THE FINIAL ON THE LIGHT.  THE LIGHT IS MOUNTED ON TOP
 RC2644'OF A BATTERY BOX BY A SHORT LENGTH OF PIPE, AND THE BATTERY BOX
 RC2644'IS BOLTED ON TOP OF A CONCRETE PILLAR WHICH EXTENDS ABOUT 8 FEET
 RC2644'OUT OF THE WATER.
 RC2644'
 RC2644'THE STATION IS LOCATED IN THE COLUMBIA RIVER, ABOUT 0.1 MILE OFF
 RC2644'THE OREGON SHORE, ABOUT 1/4 MILE NORTHWEST OF CEILO, OREGON, ABOUT
 RC2644'1/4 MILE NORTHEAST OF HORSESHOE FALLS LIGHT, AND ABOUT 1/2 MILE
 RC2644'EAST OF THE RAILROAD BRIDGE CROSSING THE COLUMBIA RIVER.
 RC2644'
 RC2644'THE STATION WAS OCCUPIED IN 1959.  NO REFERENCE MARKS WERE
 RC2644'ESTABLISHED.
 RC2644'
 RC2644'LISTED AS 1329 IN 1959 PACIFIC COAST LIGHT LIST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1087 ***********************************************************************
 OA1087  DESIGNATION -  CEM
 OA1087  PID         -  OA1087
 OA1087  STATE/COUNTY-  OR/LANE
 OA1087  USGS QUAD   -  FLORENCE (1984)
 OA1087
 OA1087                         *CURRENT SURVEY CONTROL
 OA1087  ___________________________________________________________________
 OA1087* NAD 83(1991)-  43 59 32.98187(N)    124 06 05.32215(W)     ADJUSTED  
 OA1087* NAVD 88     -        19.6    (meters)      64.     (feet)  VERTCON   
 OA1087  ___________________________________________________________________
 OA1087  LAPLACE CORR-          13.96  (seconds)                    DEFLEC99
 OA1087  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 OA1087  HORZ ORDER  -  SECOND
 OA1087
 OA1087.The horizontal coordinates were established by classical geodetic methods
 OA1087.and adjusted by the National Geodetic Survey in October 1991.
 OA1087
 OA1087.The NAVD 88 height was computed by applying the VERTCON shift value to
 OA1087.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OA1087
 OA1087.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1087
 OA1087.The geoid height was determined by GEOID03.
 OA1087
 OA1087;                    North         East     Units Scale Factor Converg.
 OA1087;SPC OR S     -   264,580.670 1,211,192.305   MT  0.99999810   -2 27 50.2
 OA1087;SPC OR S     -   868,046.82  3,973,728.03   iFT  0.99999810   -2 27 50.2
 OA1087;UTM  10      - 4,871,628.970   411,678.619   MT  0.99969594   -0 45 54.3
 OA1087
 OA1087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1087!SPC OR S     -   1.00000080  x   0.99999810  =   0.99999890
 OA1087!UTM  10      -   1.00000080  x   0.99969594  =   0.99969674
 OA1087
 OA1087:                Primary Azimuth Mark                     Grid Az
 OA1087:SPC OR S     -  FLOW                                     181 16 27.1
 OA1087:UTM  10      -  FLOW                                     179 34 31.2
 OA1087
 OA1087|---------------------------------------------------------------------|
 OA1087| PID    Reference Object                     Distance      Geod. Az  |
 OA1087|                                                           dddmmss.s |
 OA1087| OA1088 FLOW                                APPROX. 1.3 KM 1784836.9 |
 OA1087|---------------------------------------------------------------------|
 OA1087
 OA1087                          SUPERSEDED SURVEY CONTROL
 OA1087
 OA1087  NAD 83(1986)-  43 59 32.98952(N)    124 06 05.37591(W) AD(       ) 2
 OA1087  NAD 27      -  43 59 33.55027(N)    124 06 00.95101(W) AD(       ) 2
 OA1087  NGVD 29 (07/19/86)   18.5    (m)           61.     (f) VERT ANG    3  
 OA1087
 OA1087.Superseded values are not recommended for survey control.
 OA1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1087.See file dsdata.txt to determine how the superseded data were derived.
 OA1087
 OA1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP1167971629(NAD 83)
 OA1087_MARKER: Z = SEE DESCRIPTION
 OA1087_SETTING: 0 = UNSPECIFIED SETTING
 OA1087_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OA1087
 OA1087  HISTORY     - Date     Condition        Report By
 OA1087  HISTORY     - 1965     MONUMENTED       ORDT
 OA1087  HISTORY     - 1971     SEE DESCRIPTION  NGS
 OA1087  HISTORY     - 19940904 MARK NOT FOUND   USPSQD
 OA1087
 OA1087                          STATION DESCRIPTION
 OA1087
 OA1087'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1965 (PAS)
 OA1087'THE STATION IS ABOUT A MILE NORTH OF FLORENCE ON THE EAST
 OA1087'RIGHT-OF-WAY OF U.S. HIGHWAY 101.
 OA1087'
 OA1087'TO REACH THE STATION FROM THE NORTH END OF THE BRIDGE OVER THE
 OA1087'SIUSLAW RIVER IN FLORENCE, GO NORTH ON U.S. HIGHWAY 101 FOR 1.9
 OA1087'MILES AND THE STATION ON THE LEFT.
 OA1087'
 OA1087'THE STATION MARK, STAMPED CEM USC AND GS 1965, IS A STATE HIGHWAY
 OA1087'DEPT. STATION MARK DISK BRAZED TO THE TOP OF A 3-INCH STEEL PIPE,
 OA1087'SET IN CONCRETE, THAT PROJECTS 3 INCHES.  IT IS 0.05 MILE SOUTH
 OA1087'OF MILEPOST 189, 54 FEET SOUTH OF THE PROLONGATION OF THE CENTER
 OA1087'LINE OF 30TH STREET, 21 FEET WEST OF THE CENTER LINE OF THE
 OA1087'HIGHWAY, 8-1/2 FEET EAST OF A POWER POLE WITH A TRANSFORMER, AND
 OA1087'1-1/2 FEET EAST OF A WITNESS POST.
 OA1087'
 OA1087'THERE WERE NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.
 OA1087
 OA1087                          STATION RECOVERY (1971)
 OA1087
 OA1087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (DRT)
 OA1087'STATION MARK RECOVERED AS DESCRIBED IN GOOD CONDITION.  NO
 OA1087'REFERENCE MARKS.  STATION NOT SUITABLE FOR A HI-FIX SITE.
 OA1087'
 OA1087'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OA1087'1.0 MILES NORTH OF FLORENCE.
 OA1087
 OA1087                          STATION RECOVERY (1994)
 OA1087
 OA1087'RECOVERY NOTE BY US POWER SQUADRON 1994
 OA1087'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1738 ***********************************************************************
 RD1738  DESIGNATION -  CEMETERY
 RD1738  PID         -  RD1738
 RD1738  STATE/COUNTY-  OR/YAMHILL
 RD1738  USGS QUAD   -  MC MINNVILLE (1992)
 RD1738
 RD1738                         *CURRENT SURVEY CONTROL
 RD1738  ___________________________________________________________________
 RD1738* NAD 83(1991)-  45 12 49.82274(N)    123 14 11.96398(W)     ADJUSTED  
 RD1738* NAVD 88     -        90.9    (meters)     298.     (feet)  VERTCON   
 RD1738  ___________________________________________________________________
 RD1738  LAPLACE CORR-         -11.45  (seconds)                    DEFLEC99
 RD1738  GEOID HEIGHT-         -21.80  (meters)                     GEOID03
 RD1738  HORZ ORDER  -  FIRST
 RD1738
 RD1738.The horizontal coordinates were established by classical geodetic methods
 RD1738.and adjusted by the National Geodetic Survey in October 1991.
 RD1738
 RD1738.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD1738.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD1738
 RD1738.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1738
 RD1738.The geoid height was determined by GEOID03.
 RD1738
 RD1738;                    North         East     Units Scale Factor Converg.
 RD1738;SPC OR N     -   175,564.159 2,285,091.112   MT  0.99989489   -1 56 26.9
 RD1738;SPC OR N     -   575,997.90  7,497,018.08   iFT  0.99989489   -1 56 26.9
 RD1738;UTM  10      - 5,006,732.959   481,417.346   MT  0.99960425   -0 10 04.7
 RD1738
 RD1738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1738!SPC OR N     -   0.99998916  x   0.99989489  =   0.99988405
 RD1738!UTM  10      -   0.99998916  x   0.99960425  =   0.99959341
 RD1738
 RD1738:                Primary Azimuth Mark                     Grid Az
 RD1738:SPC OR N     -  MCMINNVILLE CH OF ST JAMES               099 32 08.0
 RD1738:UTM  10      -  MCMINNVILLE CH OF ST JAMES               097 45 45.8
 RD1738
 RD1738|---------------------------------------------------------------------|
 RD1738| PID    Reference Object                     Distance      Geod. Az  |
 RD1738|                                                           dddmmss.s |
 RD1738| RD1718 MCMINNVILLE CH OF ST JAMES          APPROX. 3.9 KM 0973541.1 |
 RD1738| RD1721 MCMINNVILLE LINFIELD COLL CUP       APPROX. 3.3 KM 1145841.5 |
 RD1738| DD9523 CENTER RM 3 AZIMUTH                                1352613.0 |
 RD1738| DD9519 CEMETERY RM 1                        25.666 METERS 13837     |
 RD1738| DD9520 CEMETERY RM 2                        21.565 METERS 20917     |
 RD1738|---------------------------------------------------------------------|
 RD1738
 RD1738                          SUPERSEDED SURVEY CONTROL
 RD1738
 RD1738  NAD 83(1986)-  45 12 49.84837(N)    123 14 11.97486(W) AD(       ) 1
 RD1738  NAD 27      -  45 12 50.43140(N)    123 14 07.59282(W) AD(       ) 1
 RD1738  NGVD 29 (07/19/86)   89.9    (m)          295.     (f) VERT ANG    3  
 RD1738
 RD1738.Superseded values are not recommended for survey control.
 RD1738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1738.See file dsdata.txt to determine how the superseded data were derived.
 RD1738
 RD1738_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR8141706733(NAD 83)
 RD1738_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RD1738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD1738_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RD1738
 RD1738  HISTORY     - Date     Condition        Report By
 RD1738  HISTORY     - 1972     MONUMENTED       NGS
 RD1738
 RD1738                          STATION DESCRIPTION
 RD1738
 RD1738'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LDF)
 RD1738'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO EXTREME DIFFERENCE
 RD1738'IN ELEVATION.
 RD1738'
 RD1738'STATION IS LOCATED IN THE MASONIC CEMETERY, WHICH IS ABOUT 1-3/4
 RD1738'MILES WEST OF MC MINNVILLE AND IS IN THE NORTHEAST 1/4 OF SECTION
 RD1738'24, R 5 W, T 4 S.
 RD1738'
 RD1738'TO REACH FROM THE JUNCTION OF N BAKER STREET (U.S. HIGHWAY 99W)
 RD1738'AND E 2ND STREET IN MC MINNVILLE, GO WEST ON E 2ND STREET FOR
 RD1738'1.5 MILES TO A CROSSROAD AND CENTER RM 3 IN THE SOUTHWEST CORNER
 RD1738'OF THE INTERSECTION.  TURN RIGHT AND GO NORTH ON A PAVED ROAD
 RD1738'FOR 0.35 MILE TO A SIDE ROAD LEFT AT THE CREST OF A HILL.  TURN
 RD1738'LEFT AND GO WEST ON A GRAVEL ROAD FOR 0.2 MILE TO A FORK.  KEEP
 RD1738'LEFT AND CONTINUE WEST FOR 0.05 MILE TO A SIDE ROAD LEFT.  TURN
 RD1738'LEFT AND GO SOUTH ALONG THE EAST EDGE OF THE CEMETERY FOR 0.05 MILE
 RD1738'TO THE SOUTHEAST CORNER, TURN RIGHT AND GO WEST ALONG THE SOUTH
 RD1738'EDGE OF THE CEMETERY FOR 0.05 MILE TO THE STATION ON THE RIGHT.
 RD1738'
 RD1738'STATION MARKS ARE STANDARD DISKS, STAMPED CEMETERY 1972.  THE
 RD1738'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 RD1738'MONUMENT WHICH PROJECTS ABOUT 1 INCH ABOVE THE GROUND SURFACE.  IT
 RD1738'IS 88 FEET NORTHWEST OF A METAL WITNESS POST, 72 FEET NORTHEAST OF
 RD1738'A METAL WITNESS POST, 62 FEET NORTH OF A FENCE, 55 FEET NORTH OF
 RD1738'THE APPROXIMATE CENTER OF A GRAVEL ROAD AND 10.4 FEET
 RD1738'EAST-NORTHEAST OF A METAL WITNESS POST.  THE UNDERGROUND MARK
 RD1738'IS SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 30 INCHES BELOW
 RD1738'THE GROUND SURFACE.
 RD1738'
 RD1738'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CEMETERY NO 1 1972,
 RD1738'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS
 RD1738'FLUSH WITH THE GROUND SURFACE.  IT IS 7 FEET SOUTH OF THE
 RD1738'APPROXIMATE CENTER OF THE GRAVEL ROAD, 2.3 FEET WEST OF A METAL
 RD1738'WITNESS POST AND 1.7 FEET NORTH OF A FENCE.
 RD1738'
 RD1738'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CEMETERY NO 2 1972,
 RD1738'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 RD1738'IS FLUSH WITH THE GROUND SURFACE.  IT IS 9 FEET SOUTH OF THE
 RD1738'APPROXIMATE CENTER OF THE GRAVEL ROAD, 2.0 FEET NORTH OF THE FENCE
 RD1738'AND 1.3 FEET NORTHEAST OF A METAL WITNESS POST.
 RD1738'
 RD1738'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED CENTER RM 3 1972,
 RD1738'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 RD1738'PROJECTS ABOUT 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 42.5
 RD1738'FEET NORTH OF A POWERLINE POLE NO. 36752, 28 FEET WEST OF THE
 RD1738'CENTER OF HILL ROAD, 21 FEET SOUTH OF THE CENTER OF A GRAVEL
 RD1738'ROAD, 2.1 FEET EAST OF A METAL WITNESS POST AND 1 FOOT
 RD1738'EAST-NORTHEAST OF A FENCE CORNER POST.
 RD1738'
 RD1738'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1544 ***********************************************************************
 OA1544  DESIGNATION -  CEMETERY
 OA1544  PID         -  OA1544
 OA1544  STATE/COUNTY-  OR/COOS
 OA1544  USGS QUAD   -  EMPIRE (1970)
 OA1544
 OA1544                         *CURRENT SURVEY CONTROL
 OA1544  ___________________________________________________________________
 OA1544* NAD 83(1991)-  43 24 05.08479(N)    124 16 09.28923(W)     ADJUSTED  
 OA1544* NAVD 88     -        16.     (meters)      52.     (feet)  SCALED    
 OA1544  ___________________________________________________________________
 OA1544  LAPLACE CORR-          17.53  (seconds)                    DEFLEC99
 OA1544  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 OA1544  HORZ ORDER  -  THIRD
 OA1544
 OA1544.The horizontal coordinates were established by classical geodetic methods
 OA1544.and adjusted by the National Geodetic Survey in October 1991.
 OA1544
 OA1544.The orthometric height was scaled from a topographic map.
 OA1544
 OA1544.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1544
 OA1544.The geoid height was determined by GEOID03.
 OA1544
 OA1544;                    North         East     Units Scale Factor Converg.
 OA1544;SPC OR S     -   199,570.024 1,194,792.997   MT  0.99990284   -2 34 43.4
 OA1544;SPC OR S     -   654,757.30  3,919,924.53   iFT  0.99990284   -2 34 43.4
 OA1544;UTM  10      - 4,806,174.805   397,221.290   MT  0.99972994   -0 52 19.9
 OA1544
 OA1544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1544!SPC OR S     -   1.00000155  x   0.99990284  =   0.99990439
 OA1544!UTM  10      -   1.00000155  x   0.99972994  =   0.99973149
 OA1544
 OA1544:                Primary Azimuth Mark                     Grid Az
 OA1544:SPC OR S     -  COOS BAY TREE                            007 11 12.5
 OA1544:UTM  10      -  COOS BAY TREE                            005 28 49.0
 OA1544
 OA1544|---------------------------------------------------------------------|
 OA1544| PID    Reference Object                     Distance      Geod. Az  |
 OA1544|                                                           dddmmss.s |
 OA1544| OA1486 COOS BAY TREE                       APPROX. 4.1 KM 0043629.1 |
 OA1544| OA1538 PEST                                APPROX. 2.0 KM 2732129.0 |
 OA1544|---------------------------------------------------------------------|
 OA1544
 OA1544                          SUPERSEDED SURVEY CONTROL
 OA1544
 OA1544  NAD 83(1986)-  43 24 05.08165(N)    124 16 09.33666(W) AD(       ) 3
 OA1544  NAD 27      -  43 24 05.68000(N)    124 16 04.90700(W) AD(       ) 3
 OA1544
 OA1544.Superseded values are not recommended for survey control.
 OA1544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1544.See file dsdata.txt to determine how the superseded data were derived.
 OA1544
 OA1544_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCP9722106175(NAD 83)
 OA1544
 OA1544  HISTORY     - Date     Condition        Report By
 OA1544  HISTORY     - 1861     MONUMENTED       CGS
 OA1544  HISTORY     - 1889     SEE DESCRIPTION  CGS
 OA1544  HISTORY     - 1945     SEE DESCRIPTION  CGS
 OA1544  HISTORY     - 19940802 MARK NOT FOUND   USPSQD
 OA1544
 OA1544                          STATION DESCRIPTION
 OA1544
 OA1544'DESCRIBED BY COAST AND GEODETIC SURVEY 1889
 OA1544'NEAR THE FIRST OPEN SPOT NORTH OF THE HIGHEST PART OF THE
 OA1544'BLUFF.  THE STATION IS MARKED BY A HOLE DRILLED IN A STONE.  THERE
 OA1544'ARE 3 STUBS AROUND THE STATION WITH COOPER TACKS IN THE TOP,
 OA1544'DISTANT 1.83 METERS.
 OA1544
 OA1544                          STATION RECOVERY (1945)
 OA1544
 OA1544'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (KGC)
 OA1544'THE RECOVERY OF THIS STATION IS DOUBTFUL.  A DECOMPOSED SANDSTONE
 OA1544'ABOUT 2 FEET BELOW THE SURFACE WAS FOUND IN THE VICINITY OF THE
 OA1544'STATION.  IT IS BELIEVED THAT THIS DECOMPOSED STONE HAD BEEN THE
 OA1544'STATION MARK.  THE CONDITION OF THE STONE MADE IT IMPOSSIBLE TO
 OA1544'REMARK THE STATION.  A CAREFUL SEARCH WAS MADE AND NO OTHER
 OA1544'EVIDENCE WAS FOUND.
 OA1544'
 OA1544'IT IS RECOMMENDED THAT THIS STATION BE CLASSIFIED AS LOST.
 OA1544
 OA1544                          STATION RECOVERY (1994)
 OA1544
 OA1544'RECOVERY NOTE BY US POWER SQUADRON 1994
 OA1544'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA1407 ***********************************************************************
 RA1407  DESIGNATION -  CEMETERY
 RA1407  PID         -  RA1407
 RA1407  STATE/COUNTY-  OR/WALLOWA
 RA1407  USGS QUAD   -  DEADHORSE RIDGE (1963)
 RA1407
 RA1407                         *CURRENT SURVEY CONTROL
 RA1407  ___________________________________________________________________
 RA1407* NAD 83(1991)-  45 46 34.87641(N)    116 48 40.96837(W)     ADJUSTED  
 RA1407* NAVD 88     -      1598.4    (meters)    5244.     (feet)  VERTCON   
 RA1407  ___________________________________________________________________
 RA1407  LAPLACE CORR-         -10.47  (seconds)                    DEFLEC99
 RA1407  GEOID HEIGHT-         -16.39  (meters)                     GEOID03
 RA1407  HORZ ORDER  -  SECOND
 RA1407
 RA1407.The horizontal coordinates were established by classical geodetic methods
 RA1407.and adjusted by the National Geodetic Survey in October 1991.
 RA1407
 RA1407.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1407.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1407
 RA1407.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1407
 RA1407.The geoid height was determined by GEOID03.
 RA1407
 RA1407;                    North         East     Units Scale Factor Converg.
 RA1407;SPC OR N     -   240,984.899 2,786,767.911   MT  0.99995083   +2 36 57.3
 RA1407;SPC OR N     -   790,632.87  9,142,939.34   iFT  0.99995083   +2 36 57.3
 RA1407;SPC ID W     -   457,131.874   717,457.000   MT  1.00001707   -0 45 38.3
 RA1407;SPC ID W     - 1,499,773.49  2,353,856.84   sFT  1.00001707   -0 45 38.3
 RA1407;UTM  11      - 5,069,216.735   514,664.006   MT  0.99960264   +0 08 06.6
 RA1407
 RA1407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1407!SPC OR N     -   0.99975205  x   0.99995083  =   0.99970290
 RA1407!SPC ID W     -   0.99975205  x   1.00001707  =   0.99976912
 RA1407!UTM  11      -   0.99975205  x   0.99960264  =   0.99935479
 RA1407
 RA1407:                Primary Azimuth Mark                     Grid Az
 RA1407:SPC OR N     -  EUREKA                                   040 23 31.6
 RA1407:SPC ID W     -  EUREKA                                   043 46 07.2
 RA1407:UTM  11      -  EUREKA                                   042 52 22.3
 RA1407
 RA1407|---------------------------------------------------------------------|
 RA1407| PID    Reference Object                     Distance      Geod. Az  |
 RA1407|                                                           dddmmss.s |
 RA1407| RA1412 EUREKA                              APPROX. 3.5 KM 0430028.9 |
 RA1407| CH6647 CEMETERY RM 1                         9.044 METERS 11446     |
 RA1407| CH6648 CEMETERY RM 2                         5.840 METERS 35058     |
 RA1407|---------------------------------------------------------------------|
 RA1407
 RA1407                          SUPERSEDED SURVEY CONTROL
 RA1407
 RA1407  NAD 83(1986)-  45 46 34.87785(N)    116 48 40.96819(W) AD(       ) 2
 RA1407  NAD 27      -  45 46 35.31105(N)    116 48 37.44237(W) AD(       ) 2
 RA1407  NGVD 29 (07/19/86) 1597.2    (m)         5240.     (f) VERT ANG    3  
 RA1407
 RA1407.Superseded values are not recommended for survey control.
 RA1407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1407.See file dsdata.txt to determine how the superseded data were derived.
 RA1407
 RA1407_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL1466469217(NAD 83)
 RA1407_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RA1407_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 RA1407_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 RA1407
 RA1407  HISTORY     - Date     Condition        Report By
 RA1407  HISTORY     - 1945     MONUMENTED       CGS
 RA1407
 RA1407                          STATION DESCRIPTION
 RA1407
 RA1407'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JTJ)
 RA1407'THE STATION IS LOCATED ON CEMETERY RIDGE, ABOUT 200 YARDS N OF
 RA1407'THE CEMETERY RIDGE LOOKOUT BUILDING, APPROXIMATELY 3 MILES SW OF
 RA1407'THE MOUTH OF EUREKA CREEK AT THE SNAKE RIVER, 13 FEET W OF THE
 RA1407'RIM OF THE RIDGE, 115 FEET N OF A FENCE LINE, AND 35 FEET SE OF
 RA1407'A SMALL CAIRN.
 RA1407'
 RA1407'STATION MARK IS A BRONZE STATION DISK STAMPED CEMETERY 1945 AND
 RA1407'PROJECTS 14 INCHES.  NOTE 6A.
 RA1407'
 RA1407'REFERENCE MARK 1 IS 29.67 FEET SE OF THE STATION SET FLUSH IN
 RA1407'BEDROCK ON THE E SLOPE OF THE RIDGE.  IT IS A BRONZE REFERENCE
 RA1407'DISK STAMPED CEMETERY NO 1 1945 AND IS FLUSH WITH THE SURFACE OF
 RA1407'THE GROUND.
 RA1407'
 RA1407'REFERENCE MARK 2 IS 19.16 FEET N OF THE STATION SET FLUSH IN
 RA1407'BEDROCK ON THE E SLOPE OF THE RIDGE.  IT IS A BRONZE REFERENCE
 RA1407'DISK STAMPED CEMETERY NO 2 1945 AND IS FLUSH WITH THE SURFACE OF
 RA1407'THE GROUND.
 RA1407'
 RA1407'THE AZIMUTH MARK IS TRIANGULATION STATION EUREKA.  IT IS LOCATED
 RA1407'1 MILE, AIRLINE, NE OF THE STATION, ON A ROCKY KNOLL ABOUT 75
 RA1407'YARDS W, AND 100 FEET ABOVE THE OLD ROAD LEADING TO THE BARN AND
 RA1407'THE FIELD BELOW.  TO REACH FROM THE STATION, GO BACK TO ROAD FORKS
 RA1407'AND A SIGN SPAIN SADDLE, TULLY CREEK TRAIL, TURN LEFT TOWARDS
 RA1407'SPAIN SADDLE AND GO 1.5 MILES TO A CORRUGATED-IRON BUILDING AND
 RA1407'THE END OF TRUCK TRAVEL.  FROM THIS POINT FOLLOW THE OLD ROAD
 RA1407'ALONG THE N SIDE OF THE RIDGE FOR ABOUT 1-1/2 MILES TO THE
 RA1407'HIGHEST POINT AND THE MARK AS DESCRIBED.  AZIMUTH MARK IS A
 RA1407'BRONZE STATION DISK IN OUTCROPPING BEDROCK.
 RA1407'
 RA1407'TO REACH THE STATION FROM ENTERPRISE, GO S ON STATE HIGHWAY 80
 RA1407'FOR 3.2 MILES TO A ROAD SIGN BUCKHORN SPRINGS 35 MILES, TURN
 RA1407'LEFT AND FOLLOW THE MAIN TRAVELED ROAD AS PER SIGNS ZUMWALT,
 RA1407'BRUMBACK, BUCKHORN SPRINGS FOR 37.5 MILES TO MILEPOST 42 AND A
 RA1407'ROAD FORKS.  TAKE THE RIGHT FORK TOWARDS BUCKHORN SPRINGS AND GO
 RA1407'0.8 MILE TO A ROAD SIGN BUCKHORN SPRINGS.  CONTINUE STRAIGHT
 RA1407'AHEAD FOR 2.4 MILES TO ANOTHER ROAD FORKS, TAKE THE LEFT FORK
 RA1407'AND GO 0.15 MILE TO A FORKS JUST BEFORE REACHING TWO CABINS.
 RA1407'TAKE THE RIGHT FORK UP HILL AND GO 0.2 MILE TO THE STATION ON
 RA1407'THE LEFT AS DESCRIBED.
 RA1407'
 RA1407'NOTE--REFERE TO WALLOWA NATIONAL FOREST MAP, OREGON.  WILLAMETTE
 RA1407'MERIDIAN.
 RA1407'
 RA1407'HEIGHT OF LIGHT ABOVE STATION MARK 0 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1737 ***********************************************************************
 RD1737  DESIGNATION -  CENTER
 RD1737  PID         -  RD1737
 RD1737  STATE/COUNTY-  OR/YAMHILL
 RD1737  USGS QUAD   -  MC MINNVILLE (1992)
 RD1737
 RD1737                         *CURRENT SURVEY CONTROL
 RD1737  ___________________________________________________________________
 RD1737* NAD 83(1991)-  45 12 42.86028(N)    123 13 16.09036(W)     ADJUSTED  
 RD1737* NAVD 88     -        75.4    (meters)     247.     (feet)  VERTCON   
 RD1737  ___________________________________________________________________
 RD1737  LAPLACE CORR-         -11.15  (seconds)                    DEFLEC99
 RD1737  GEOID HEIGHT-         -21.87  (meters)                     GEOID03
 RD1737  HORZ ORDER  -  FIRST
 RD1737
 RD1737.The horizontal coordinates were established by classical geodetic methods
 RD1737.and adjusted by the National Geodetic Survey in October 1991.
 RD1737
 RD1737.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD1737.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD1737
 RD1737.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1737
 RD1737.The geoid height was determined by GEOID03.
 RD1737
 RD1737;                    North         East     Units Scale Factor Converg.
 RD1737;SPC OR N     -   175,308.196 2,286,302.229   MT  0.99989487   -1 55 47.3
 RD1737;SPC OR N     -   575,158.12  7,500,991.56   iFT  0.99989487   -1 55 47.3
 RD1737;UTM  10      - 5,006,514.651   482,635.448   MT  0.99960371   -0 09 25.0
 RD1737
 RD1737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1737!SPC OR N     -   0.99999160  x   0.99989487  =   0.99988647
 RD1737!UTM  10      -   0.99999160  x   0.99960371  =   0.99959532
 RD1737
 RD1737:                Primary Azimuth Mark                     Grid Az
 RD1737:SPC OR N     -  MCMINNVILLE RAD STA KMCM W MST           068 13 52.2
 RD1737:UTM  10      -  MCMINNVILLE RAD STA KMCM W MST           066 27 29.9
 RD1737
 RD1737|---------------------------------------------------------------------|
 RD1737| PID    Reference Object                     Distance      Geod. Az  |
 RD1737|                                                           dddmmss.s |
 RD1737| RD1742 MCMINNVILLE RAD STA KMCM W MST      APPROX. 3.9 KM 0661804.9 |
 RD1737| RD1741 MCMINNVILLE RAD STA KMCM E MST      APPROX. 4.0 KM 0670416.7 |
 RD1737| RD1718 MCMINNVILLE CH OF ST JAMES          APPROX. 2.7 KM 0962958.8 |
 RD1737| RD1721 MCMINNVILLE LINFIELD COLL CUP       APPROX. 2.1 KM 1234756.7 |
 RD1737| DD9521 CENTER RM 1                          25.642 METERS 20321     |
 RD1737| DD9523 CENTER RM 3 AZIMUTH                                2451930.1 |
 RD1737| DD9522 CENTER RM 2                          10.620 METERS 32706     |
 RD1737|---------------------------------------------------------------------|
 RD1737
 RD1737                          SUPERSEDED SURVEY CONTROL
 RD1737
 RD1737  NAD 83(1986)-  45 12 42.88576(N)    123 13 16.10125(W) AD(       ) 1
 RD1737  NAD 27      -  45 12 43.46816(N)    123 13 11.72081(W) AD(       ) 1
 RD1737  NGVD 29 (07/19/86)   74.4    (m)          244.     (f) VERT ANG    3  
 RD1737
 RD1737.Superseded values are not recommended for survey control.
 RD1737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1737.See file dsdata.txt to determine how the superseded data were derived.
 RD1737
 RD1737_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR8263506515(NAD 83)
 RD1737_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RD1737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD1737_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RD1737
 RD1737  HISTORY     - Date     Condition        Report By
 RD1737  HISTORY     - 1972     MONUMENTED       NGS
 RD1737
 RD1737                          STATION DESCRIPTION
 RD1737
 RD1737'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LDF)
 RD1737'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO CREST OF HILL ON LINE.
 RD1737'
 RD1737'STATION IS LOCATED ON MC MINNVILLE CITY PROPERTY, ABOUT 1 MILE
 RD1737'WEST OF THE CITY, 1/4 MILE NORTH OF WESTERN AVENUE, ALONG THE
 RD1737'EAST EDGE OF AN OLD GRAVEL PIT AND IS IN THE NORTHWEST 1/4 OF
 RD1737'SECTION 20, R 4 W, T 4 S.
 RD1737'
 RD1737'TO REACH FROM THE JUNCTION OF N BAKER STREET (U.S. HIGHWAY 99W)
 RD1737'AND E 2ND STREET IN MC MINNVILLE, GO WEST ON E 2ND STREET FOR
 RD1737'1.15 MILES TO A GRAVEL ROAD RIGHT.  (TO REACH REFERENCE MARK 3,
 RD1737'CONTINUE WEST ON THE ROAD FOR 0.35 MILE TO A CROSSROAD AND THE
 RD1737'MARK IN THE SOUTHWEST ANGLE OF THE INTERSECTION.) TURN RIGHT AND
 RD1737'GO NORTH ON A GRAVEL ROAD FOR 0.15 MILE TO THE SOUTHWEST EDGE OF
 RD1737'THE GRAVEL PIT.  CONTINUE NORTH ON A TRACK ROAD AROUND THE WEST
 RD1737'AND NORTH SIDE OF THE GRAVEL PIT TO THE NORTHEAST CORNER OF
 RD1737'THE PIT, THEN BEAR RIGHT AND GO SOUTH FOR ABOUT 0.05 MILE TO
 RD1737'THE STATION.
 RD1737'
 RD1737'STATION MARKS ARE STANDARD DISKS, STAMPED CENTER 1972.  THE
 RD1737'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 RD1737'MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 29 FEET
 RD1737'EAST OF THE EAST EDGE OF THE GRAVEL PIT, 4.0 FEET NORTH OF A METAL
 RD1737'WITNESS POST AND ON THE HIGHEST POINT OF THE HILL.  THE
 RD1737'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 36
 RD1737'INCHES BELOW THE SURFACE OF THE GROUND.
 RD1737'
 RD1737'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CENTER NO 1 1972,
 RD1737'CEMENTED IN A DRILL HOLE IN THE TOP OF A 1 FOOT SQUARE OUTCROP WHICH
 RD1737'IS FLUSH WITH THE GROUND SURFACE.  IT IS 83 FEET SOUTHWEST OF THE
 RD1737'WITNESS POST, 15 FEET LOWER THAN THE STATION AND 5 FEET EAST OF
 RD1737'THE EAST EDGE OF THE GRAVEL PIT.
 RD1737'
 RD1737'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CENTER NO 2 1972,
 RD1737'CEMENTED IN A DRILL HOLE IN OUTCROP WHICH IS 1 FOOT IN DIAMETER AND
 RD1737'IS FLUSH WITH THE GROUND SURFACE.  IT IS 37 FEET NORTHWEST OF THE
 RD1737'WITNESS POST, ON THE EAST EDGE OF THE GRAVEL PIT AND ABOUT 3 FEET
 RD1737'LOWER IN ELEVATION THAN THE STATION.
 RD1737'
 RD1737'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED CENTER NO 3 1972,
 RD1737'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 RD1737'PROJECTS ABOUT 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 42.5
 RD1737'FEET NORTH OF POWERPOLE NO 3C952, 28 FEET WEST OF THE CENTER OF
 RD1737'HILL ROAD, 21 FEET SOUTH OF THE APPROXIMATE CENTER OF A GRAVEL
 RD1737'ROAD, 2.1 FEET EAST OF A METAL WITNESS POST AND 1 FOOT
 RD1737'EAST-NORTHEAST OF A FENCE CORNER POST.
 RD1737'
 RD1737'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2099 ***********************************************************************
 RD2099  DESIGNATION -  CENTER
 RD2099  PID         -  RD2099
 RD2099  STATE/COUNTY-  OR/TILLAMOOK
 RD2099  USGS QUAD   -  
 RD2099
 RD2099                         *CURRENT SURVEY CONTROL
 RD2099  ___________________________________________________________________
 RD2099* NAD 83(1991)-  45 03 55.41374(N)    124 00 50.26459(W)     ADJUSTED  
 RD2099* NAVD 88     -        99.     (meters)     325.     (feet)  SCALED    
 RD2099  ___________________________________________________________________
 RD2099  LAPLACE CORR-          21.51  (seconds)                    DEFLEC99
 RD2099  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 RD2099  HORZ ORDER  -  THIRD
 RD2099
 RD2099.The horizontal coordinates were established by classical geodetic methods
 RD2099.and adjusted by the National Geodetic Survey in October 1991.
 RD2099
 RD2099.The orthometric height was scaled from a topographic map.
 RD2099
 RD2099.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2099
 RD2099.The geoid height was determined by GEOID03.
 RD2099
 RD2099;                    North         East     Units Scale Factor Converg.
 RD2099;SPC OR N     -   161,445.097 2,223,366.492   MT  0.99989620   -2 29 31.4
 RD2099;SPC OR N     -   529,675.52  7,294,509.49   iFT  0.99989620   -2 29 31.4
 RD2099;UTM  10      - 4,990,714.788   420,175.212   MT  0.99967835   -0 43 04.2
 RD2099
 RD2099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2099!SPC OR N     -   0.99998811  x   0.99989620  =   0.99988431
 RD2099!UTM  10      -   0.99998811  x   0.99967835  =   0.99966646
 RD2099
 RD2099                          SUPERSEDED SURVEY CONTROL
 RD2099
 RD2099  NAD 83(1986)-  45 03 55.45006(N)    124 00 50.27504(W) AD(       ) 3
 RD2099  NAD 27      -  45 03 56.06000(N)    124 00 45.86500(W) AD(       ) 3
 RD2099
 RD2099.Superseded values are not recommended for survey control.
 RD2099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2099.See file dsdata.txt to determine how the superseded data were derived.
 RD2099
 RD2099_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ2017590715(NAD 83)
 RD2099_MARKER: Z = SEE DESCRIPTION
 RD2099_SETTING: 0 = UNSPECIFIED SETTING
 RD2099_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD2099
 RD2099  HISTORY     - Date     Condition        Report By
 RD2099  HISTORY     - 1927     MONUMENTED       CGS
 RD2099  HISTORY     - 1931     SEE DESCRIPTION  CGS
 RD2099
 RD2099                          STATION DESCRIPTION
 RD2099
 RD2099'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (GLB)
 RD2099'STATION IS LOCATED ON THE NORTHERNMOST OF TWO GRASSY HIGH POINTS
 RD2099'NEAR THE CENTER OF CASCADE HEAD.  IT IS CLOSE TO THE EDGE OF THE
 RD2099'BLUFF TO THE S AND ABOUT 15 METERS FROM THE EXTREME END OF THE
 RD2099'GRASSY PORTION OF THE POINT, ABOUT 75 METERS FROM THE TREE LINE.
 RD2099'
 RD2099'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 RD2099'IN OUTCROPPING BEDROCK AND SURROUNDED BY A TRIANGLE CHISELED IN THE
 RD2099'ROCK.
 RD2099'
 RD2099'REFERENCE MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 RD2099'IN OUTCROPPING BEDROCK SET AT THE EXTREME END OF HIGH GRASSY
 RD2099'PORTION OF POINT.
 RD2099'
 RD2099'A 10-FOOT TOWER WAS USED.
 RD2099
 RD2099                          STATION RECOVERY (1931)
 RD2099
 RD2099'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (LAM)
 RD2099'STATION RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2547 ***********************************************************************
 RD2547  DESIGNATION -  CENTER
 RD2547  PID         -  RD2547
 RD2547  STATE/COUNTY-  OR/MULTNOMAH
 RD2547  USGS QUAD   -  LAKE OSWEGO (1984)
 RD2547
 RD2547                         *CURRENT SURVEY CONTROL
 RD2547  ___________________________________________________________________
 RD2547* NAD 83(1991)-  45 29 38.45127(N)    122 39 28.26892(W)     ADJUSTED  
 RD2547* NAVD 88     -        35.     (meters)     115.     (feet)  SCALED    
 RD2547  ___________________________________________________________________
 RD2547  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 RD2547  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 RD2547  HORZ ORDER  -  THIRD
 RD2547
 RD2547.The horizontal coordinates were established by classical geodetic methods
 RD2547.and adjusted by the National Geodetic Survey in October 1991.
 RD2547
 RD2547.The orthometric height was scaled from a topographic map.
 RD2547
 RD2547.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2547
 RD2547.The geoid height was determined by GEOID03.
 RD2547
 RD2547;                    North         East     Units Scale Factor Converg.
 RD2547;SPC OR N     -   205,311.317 2,331,363.678   MT  0.99991067   -1 31 49.1
 RD2547;SPC OR N     -   673,593.56  7,648,830.96   iFT  0.99991067   -1 31 49.1
 RD2547;UTM  10      - 5,037,888.432   526,733.721   MT  0.99960879   +0 14 38.4
 RD2547
 RD2547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2547!SPC OR N     -   0.99999808  x   0.99991067  =   0.99990875
 RD2547!UTM  10      -   0.99999808  x   0.99960879  =   0.99960687
 RD2547
 RD2547|---------------------------------------------------------------------|
 RD2547| PID    Reference Object                     Distance      Geod. Az  |
 RD2547|                                                           dddmmss.s |
 RD2547| CE2393 CENTER RM 1                          10.894 METERS 03515     |
 RD2547| RD2591 PORTLAND CHURCH STEEPLE CROSS       296.795 METERS 08642     |
 RD2547| CE2394 CENTER RM 2                           5.459 METERS 13023     |
 RD2547| RD2584 PORTLAND APEX OF POWERLINE          207.643 METERS 17502     |
 RD2547| RD2594 DAM                                 APPROX. 1.6 KM 1935435.2 |
 RD2547| RD2548 PORTLAND MULTNOMAH LUMBR S STK      APPROX. 1.0 KM 2574128.7 |
 RD2547| RD2549 PORTLAND MULTNOMAH LUMBR N STK      APPROX. 1.0 KM 2580323.0 |
 RD2547| RD2541 PORTLAND SLATE GRAY ROOF SPIRE      APPROX. 1.6 KM 2724441.2 |
 RD2547| RD2536 PORTLAND VETERANS HOSP FLAG         APPROX. 1.9 KM 2784550.2 |
 RD2547| RD2561 PORTLAND ROSS IS PWRLINE TWR        APPROX. 0.6 KM 3082443.6 |
 RD2547|---------------------------------------------------------------------|
 RD2547
 RD2547                          SUPERSEDED SURVEY CONTROL
 RD2547
 RD2547  NAD 83(1986)-  45 29 38.47002(N)    122 39 28.27448(W) AD(       ) 3
 RD2547  NAD 27      -  45 29 39.04275(N)    122 39 23.93206(W) AD(       ) 3
 RD2547
 RD2547.Superseded values are not recommended for survey control.
 RD2547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2547.See file dsdata.txt to determine how the superseded data were derived.
 RD2547
 RD2547_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER2673437888(NAD 83)
 RD2547
 RD2547  HISTORY     - Date     Condition        Report By
 RD2547  HISTORY     - 1938     MONUMENTED       CGS
 RD2547  HISTORY     - 1945     SEE DESCRIPTION  CGS
 RD2547  HISTORY     - 1952     SEE DESCRIPTION  CGS
 RD2547  HISTORY     - 1958     SEE DESCRIPTION  CGS
 RD2547
 RD2547                          STATION DESCRIPTION
 RD2547
 RD2547'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (WMS)
 RD2547'STATION IS LOCATED ABOUT 1/2 MILE S OF THE ROSS ISLAND BRIDGE
 RD2547'AND 2 METERS FROM THE EDGE OF THE 100-FOOT BLUFF RUNNING ALONG
 RD2547'THE E SIDE OF THE WILLAMETTE RIVER, AND ABOUT 100 METERS E OF
 RD2547'THE RIVER.  IT IS SET AT THAT INTERSECTION OF THE PROLONGATION
 RD2547'OF THE CENTER LINE OF SE CENTER STREET AND EIGHTH AVENUE, AND
 RD2547'26.97 METERS W OF THE CENTER LINE OF U.S. HIGHWAY 99W.
 RD2547'
 RD2547'STATION MARK IS A CONCRETE MONUMENT WITH PIPE IN CENTER
 RD2547'PROTRUDING 3/4 INCHES.  PIPE IS FILLED WITH LEAD WITH BRONZE
 RD2547'SCREW IN CENTER.
 RD2547'
 RD2547'REFERENCE MARKS ARE STANDARD DISKS WITH ARROWS POINTING TOWARD
 RD2547'STATION SET IN CONCRETE IN A 2 1/2-FOOT LENGTH OF CAST-IRON SOIL
 RD2547'PIPE EXTENDING 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 RD2547'
 RD2547'REFERENCE MARKS ARE STAMPED CENTER.
 RD2547
 RD2547                          STATION RECOVERY (1945)
 RD2547
 RD2547'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (RAE)
 RD2547'AS THE OLD DESCRIPTION IS NOW INADEQUATE, THE FOLLOWING NEW
 RD2547'DESCRIPTION IS SUBMITTED.
 RD2547'
 RD2547'THE STATION IS LOCATED ABOUT 1/2 MILE S OF THE ROSS ISLAND
 RD2547'BRIDGE, ON THE E BANK OF THE WILLAMETTE RIVER, ABOUT 430 FEET E OF
 RD2547'THE RIVER, AT THE INTERSECTION OF THE PROLONGATION OF THE CENTER
 RD2547'LINES OF SOUTHEAST CENTER STREET AND EIGHTH AVENUE, AND 43.3 FEET
 RD2547'W OF THE CENTER LINE OF U.S. HIGHWAY 99E.
 RD2547'
 RD2547'STATION MARK IS A CONCRETE MONUMENT WITH A PIPE IN THE CENTER
 RD2547'WHICH PROTRUDES 3/4 INCH ABOVE THE CONCRETE.  THE PIPE IS FILLED
 RD2547'WITH LEAD AND HAS A BRONZE SCREW IN ITS CENTER.  THE TOP OF THE
 RD2547'STATION MARK IS 18 INCHES BELOW THE PAVEMENT AND IS COVERED WITH
 RD2547'AN IRON MANHOLE COVER MARKED M OVER C.
 RD2547'
 RD2547'THE REFERENCE MARKS WERE DESTROYED WHEN U.S. HIGHWAY 99E WAS
 RD2547'RELOCATED.
 RD2547
 RD2547                          STATION RECOVERY (1952)
 RD2547
 RD2547'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (GEB)
 RD2547'THE STATION WAS SEARCHED FOR BUT NOT RECOVERED.  THE AREA HAS
 RD2547'BEEN FILLED AND THE MARKS HAVE PROBABLY BEEN COVERED.
 RD2547
 RD2547                          STATION RECOVERY (1958)
 RD2547
 RD2547'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (ANS)
 RD2547'CENTER WAS A STATION ORIGINALLY ESTABLISHED BY CITY ENGINEER OF
 RD2547'PORTLAND.  THE ORIGINAL STATION WAS DESTROYED BY CONSTRUCTION AS
 RD2547'REPORTED IN 1952, AND HAS SINCE BEEN REPLACED, BY TRAVERSE METHODS,
 RD2547'BY CITY ENGINEER IN ORIGINAL POSITION AS NEARLY AS HE COULD
 RD2547'DETERMINE IT.
 RD2547'
 RD2547'STATION DESTROYED -- SEE CENTER 2, 1958.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1801 ***********************************************************************
 QE1801  DESIGNATION -  CENTER
 QE1801  PID         -  QE1801
 QE1801  STATE/COUNTY-  OR/MARION
 QE1801  USGS QUAD   -  STAYTON (1986)
 QE1801
 QE1801                         *CURRENT SURVEY CONTROL
 QE1801  ___________________________________________________________________
 QE1801* NAD 83(1991)-  44 48 08.79244(N)    122 50 06.01602(W)     ADJUSTED  
 QE1801* NAVD 88     -       127.     (meters)     417.     (feet)  VERTCON   
 QE1801  ___________________________________________________________________
 QE1801  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 QE1801  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 QE1801  HORZ ORDER  -  SECOND
 QE1801
 QE1801.The horizontal coordinates were established by classical geodetic methods
 QE1801.and adjusted by the National Geodetic Survey in October 1991.
 QE1801
 QE1801.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE1801.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE1801
 QE1801.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE1801
 QE1801.The geoid height was determined by GEOID03.
 QE1801
 QE1801;                    North         East     Units Scale Factor Converg.
 QE1801;SPC OR N     -   128,878.373 2,315,302.152   MT  0.99991490   -1 39 21.4
 QE1801;SPC OR N     -   422,829.31  7,596,135.67   iFT  0.99991490   -1 39 21.4
 QE1801;UTM  10      - 4,961,017.869   513,048.784   MT  0.99960209   +0 06 58.6
 QE1801
 QE1801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE1801!SPC OR N     -   0.99998372  x   0.99991490  =   0.99989862
 QE1801!UTM  10      -   0.99998372  x   0.99960209  =   0.99958581
 QE1801
 QE1801:                Primary Azimuth Mark                     Grid Az
 QE1801:SPC OR N     -  ALBANY RAD STA KWIL FM MAST              222 46 19.9
 QE1801:UTM  10      -  ALBANY RAD STA KWIL FM MAST              220 59 59.9
 QE1801
 QE1801|---------------------------------------------------------------------|
 QE1801| PID    Reference Object                     Distance      Geod. Az  |
 QE1801|                                                           dddmmss.s |
 QE1801| QE2023 ALBANY RAD STA KWIL FM MAST         APPROX.21.8 KM 2210658.5 |
 QE1801|---------------------------------------------------------------------|
 QE1801
 QE1801                          SUPERSEDED SURVEY CONTROL
 QE1801
 QE1801  NAD 83(1986)-  44 48 08.81512(N)    122 50 06.03402(W) AD(       ) 2
 QE1801  NAD 27      -  44 48 09.37488(N)    122 50 01.71086(W) AD(       ) 2
 QE1801  NGVD 29 (07/19/86)  126.     (m)          413.     (f) VERT ANG    3  
 QE1801
 QE1801.Superseded values are not recommended for survey control.
 QE1801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1801.See file dsdata.txt to determine how the superseded data were derived.
 QE1801
 QE1801_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ1304961018(NAD 83)
 QE1801_MARKER: Z = SEE DESCRIPTION
 QE1801_SETTING: 0 = UNSPECIFIED SETTING
 QE1801_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE1801
 QE1801  HISTORY     - Date     Condition        Report By
 QE1801  HISTORY     - 1972     MONUMENTED       OR-047
 QE1801
 QE1801                          STATION DESCRIPTION
 QE1801
 QE1801'DESCRIBED BY MARION COUNTY OREGON 1972 (ADG)
 QE1801'THE STATION IS LOCATED ABOUT 2.0 MILES WEST OF THE CITY OF
 QE1801'STAYTON AND SITUATED AT THE CENTER OF SECTION 8, TOWNSHIP 9 SOUTH,
 QE1801'RANGE 1 WEST, WILLAMETTE MERIDIAN, MARION COUNTY, OREGON.
 QE1801'
 QE1801'TO REACH THE STATION FROM THE INTERSECTION OF WASHINGTON STREET
 QE1801'AND FIRST AVENUE IN THE CITY OF STAYTON, GO WEST ON WASHINGTON
 QE1801'STREET, PAST THE STAYTON CANNERY, PAST WILCO ROAD FOR ABOUT 2.1
 QE1801'MILES TO COUNTY ROAD NO. 949 ON THE RIGHT.  TURN RIGHT (NORTH)
 QE1801'ONTO COUNTY ROAD NO. 949 AND GO FOR 0.75 MILE TO THE 1ST ANGLE IN
 QE1801'SAID ROAD AND STATION MARK.  POINT IS IN THE BRUSH AND IS THE
 QE1801'CENTER OF SAID SECTION 8 AS WELL AS THE ROAD P.I.  POINT IS 30
 QE1801'FEET SOUTH OF THE CENTER OF THE RAILROAD TRACKS.
 QE1801'
 QE1801'THE STATION MARK IS A MARION COUNTY BRASS DISK STAMPED MARION
 QE1801'COUNTY.  T9S, R1W.  CENTER SEC. 8, SET IN THE TOP OF A 6 INCH
 QE1801'CYLINDRICAL CONCRETE POST AND 9 INCHES ABOVE THE SURFACE OF THE
 QE1801'GROUND.  A GEODETIC MARKER POST STANDS BESIDE STATION MARK.  THERE
 QE1801'IS NO UNDERGROUND STATION MARK FOR THIS STATION.
 QE1801'
 QE1801'AZIMUTH MARK IS STATION ALBANY RADIO STATION KWIL FM MAST AND IS
 QE1801'13.0 MILES SOUTHWEST OF STATION CENTER.  POINT IS ON KNOX BUTTE
 QE1801'WHICH IS ABOUT 3 MILES E.N.E. OF THE CITY OF ALBANY.  THE ACTUAL
 QE1801'POINT IS THE TIP TOP OF TOWER AND IS PAINTED RED AND WHITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1903 ***********************************************************************
 QE1903  DESIGNATION -  CENTER
 QE1903  PID         -  QE1903
 QE1903  STATE/COUNTY-  OR/MARION
 QE1903  USGS QUAD   -  SALEM WEST (1986)
 QE1903
 QE1903                         *CURRENT SURVEY CONTROL
 QE1903  ___________________________________________________________________
 QE1903* NAD 83(1991)-  44 56 24.29333(N)    123 00 26.33289(W)     ADJUSTED  
 QE1903* NAVD 88     -        57.     (meters)     187.     (feet)  VERTCON   
 QE1903  ___________________________________________________________________
 QE1903  LAPLACE CORR-          -3.47  (seconds)                    DEFLEC99
 QE1903  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 QE1903  HORZ ORDER  -  SECOND
 QE1903
 QE1903.The horizontal coordinates were established by classical geodetic methods
 QE1903.and adjusted by the National Geodetic Survey in October 1991.
 QE1903
 QE1903.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE1903.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE1903
 QE1903.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE1903
 QE1903.The geoid height was determined by GEOID03.
 QE1903
 QE1903;                    North         East     Units Scale Factor Converg.
 QE1903;SPC OR N     -   144,573.793 2,302,151.289   MT  0.99990251   -1 46 41.3
 QE1903;SPC OR N     -   474,323.47  7,552,989.79   iFT  0.99990251   -1 46 41.3
 QE1903;UTM  10      - 4,976,294.273   499,422.890   MT  0.99960000   -0 00 18.6
 QE1903
 QE1903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE1903!SPC OR N     -   0.99999465  x   0.99990251  =   0.99989716
 QE1903!UTM  10      -   0.99999465  x   0.99960000  =   0.99959465
 QE1903
 QE1903|---------------------------------------------------------------------|
 QE1903| PID    Reference Object                     Distance      Geod. Az  |
 QE1903|                                                           dddmmss.s |
 QE1903| QE1906 JUAN                                125.953 METERS 04521     |
 QE1903| QE1869 SALEM ORE ST HOSP FLAGPOLE          220.269 METERS 12136     |
 QE1903| QE1873 CAPITOL                             APPROX. 1.8 KM 2643413.4 |
 QE1903|---------------------------------------------------------------------|
 QE1903
 QE1903                          SUPERSEDED SURVEY CONTROL
 QE1903
 QE1903  NAD 83(1986)-  44 56 24.31705(N)    123 00 26.34815(W) AD(       ) 2
 QE1903  NAD 27      -  44 56 24.88534(N)    123 00 22.00468(W) AD(       ) 2
 QE1903  NGVD 29 (07/19/86)   56.     (m)          184.     (f) VERT ANG    3  
 QE1903
 QE1903.Superseded values are not recommended for survey control.
 QE1903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1903.See file dsdata.txt to determine how the superseded data were derived.
 QE1903
 QE1903_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ9942376294(NAD 83)
 QE1903_MARKER: Z = SEE DESCRIPTION
 QE1903_SETTING: 0 = UNSPECIFIED SETTING
 QE1903_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE1903_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QE1903+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2006
 QE1903
 QE1903  HISTORY     - Date     Condition        Report By
 QE1903  HISTORY     - 1972     MONUMENTED       OR1810
 QE1903  HISTORY     - 19920909 GOOD             USPSQD
 QE1903  HISTORY     - 20060218 GOOD             USPSQD
 QE1903
 QE1903                          STATION DESCRIPTION
 QE1903
 QE1903'DESCRIBED BY CITY OF SALEM OREGON 1972 (LGH)
 QE1903'THE STATION IS ABOUT 1 MILE NORTHEAST OF SALEM IN THE NW 1/4 OF
 QE1903'SEC 25, T7S R3W.
 QE1903'
 QE1903'TO REACH THE STATION FROM THE CITY OF SALEM CIVIC CENTER, TURN
 QE1903'LEFT ON LIBERTY STREET AND GO NORTH 0.7 MILE TO THE INTERSECTION
 QE1903'OF LIBERTY STREET AND CENTER STREET, TURN RIGHT ON CENTER AND GO
 QE1903'EAST 1.4 MILES TO THE INTERSECTION OF CENTER STREET AND MEDICAL
 QE1903'WAY.  THE STATION IS LOCATED IN THE NORTHEAST CORNER OF
 QE1903'INTERSECTION OF CENTER STREET AND MEDICAL WAY IN THE CONCRETE
 QE1903'SIDEWALK.
 QE1903'
 QE1903'THE STATION MARK IS A CITY OF SALEM BRASS DISK STAMPED CENTER
 QE1903'1972, SET IN A PUNCH HOLE IN A CONCRETE SIDEWALK LEVEL WITH THE
 QE1903'SURFACE OF THE SIDEWALK.  THE STATION IS 3.6 FEET EAST FROM THE
 QE1903'EAST CURBLINE OF MEDICAL WAY AND 7 FEET SOUTHWEST FROM THE
 QE1903'GENERAL HOSPITAL SIGN.  THERE IS NO UNDERGROUND MARK FOR THIS
 QE1903'STATION.
 QE1903'
 QE1903'HEIGHT OF LIGHT ABOVE STATION MARK 1.55 METERS.
 QE1903
 QE1903                          STATION RECOVERY (1992)
 QE1903
 QE1903'RECOVERY NOTE BY US POWER SQUADRON 1992 (RWB)
 QE1903'RECOVERED IN GOOD CONDITION.
 QE1903
 QE1903                          STATION RECOVERY (2006)
 QE1903
 QE1903'RECOVERY NOTE BY US POWER SQUADRON 2006 (DLA)
 QE1903'THE STATION IS LOCATED 3.6 FEET EAST FROM THE EAST CURBLINE OF MEDICAL
 QE1903'WAY AND 20 FEET SOUTHWEST FROM THE GENERAL HOSPITAL SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2545 ***********************************************************************
 RD2545  DESIGNATION -  CENTER 2
 RD2545  PID         -  RD2545
 RD2545  STATE/COUNTY-  OR/MULTNOMAH
 RD2545  USGS QUAD   -  LAKE OSWEGO (1984)
 RD2545
 RD2545                         *CURRENT SURVEY CONTROL
 RD2545  ___________________________________________________________________
 RD2545* NAD 83(1991)-  45 29 38.45166(N)    122 39 28.26823(W)     ADJUSTED  
 RD2545* NAVD 88     -        35.     (meters)     115.     (feet)  SCALED    
 RD2545  ___________________________________________________________________
 RD2545  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 RD2545  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 RD2545  HORZ ORDER  -  SECOND
 RD2545
 RD2545.The horizontal coordinates were established by classical geodetic methods
 RD2545.and adjusted by the National Geodetic Survey in October 1991.
 RD2545
 RD2545.The orthometric height was scaled from a topographic map.
 RD2545
 RD2545.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2545
 RD2545.The geoid height was determined by GEOID03.
 RD2545
 RD2545;                    North         East     Units Scale Factor Converg.
 RD2545;SPC OR N     -   205,311.328 2,331,363.693   MT  0.99991067   -1 31 49.1
 RD2545;SPC OR N     -   673,593.60  7,648,831.01   iFT  0.99991067   -1 31 49.1
 RD2545;UTM  10      - 5,037,888.444   526,733.736   MT  0.99960879   +0 14 38.4
 RD2545
 RD2545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2545!SPC OR N     -   0.99999808  x   0.99991067  =   0.99990875
 RD2545!UTM  10      -   0.99999808  x   0.99960879  =   0.99960687
 RD2545
 RD2545:                Primary Azimuth Mark                     Grid Az
 RD2545:SPC OR N     -  PORTLAND SELLWOOD PARK TANK              187 11 24.3
 RD2545:UTM  10      -  PORTLAND SELLWOOD PARK TANK              185 24 56.8
 RD2545
 RD2545|---------------------------------------------------------------------|
 RD2545| PID    Reference Object                     Distance      Geod. Az  |
 RD2545|                                                           dddmmss.s |
 RD2545| RD2576 PORTLAND SELLWOOD PARK TANK         APPROX. 2.8 KM 1853935.2 |
 RD2545| RD2606 PORTLAND RADIO STA KLIQ MAST        APPROX. 2.3 KM 1861117.0 |
 RD2545| RD2537 PORTLAND VETERANS HOSP TANK         APPROX. 2.1 KM 2784645.1 |
 RD2545|---------------------------------------------------------------------|
 RD2545
 RD2545                          SUPERSEDED SURVEY CONTROL
 RD2545
 RD2545  NAD 83(1986)-  45 29 38.47045(N)    122 39 28.27380(W) AD(       ) 2
 RD2545  NAD 27      -  45 29 39.04293(N)    122 39 23.93150(W) AD(       ) 2
 RD2545
 RD2545.Superseded values are not recommended for survey control.
 RD2545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2545.See file dsdata.txt to determine how the superseded data were derived.
 RD2545
 RD2545_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER2673437888(NAD 83)
 RD2545_MARKER: N = NAIL
 RD2545_SETTING: 0 = UNSPECIFIED SETTING
 RD2545
 RD2545  HISTORY     - Date     Condition        Report By
 RD2545  HISTORY     - 1958     MONUMENTED       CGS
 RD2545  HISTORY     - 20040710 GOOD             USPSQD
 RD2545
 RD2545                          STATION DESCRIPTION
 RD2545
 RD2545'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (ANS)
 RD2545'CENTER 2 IS A STATION ESTABLISHED BY THE CITY ENGINEER OF
 RD2545'PORTLAND IN VERY NEARLY THE SAME POSITION AS THE ORIGINAL CENTER
 RD2545'1938.  IT IS IN THE SE SECTION OF PORTLAND, ON E BANK OF
 RD2545'WILLAMETTE RIVER ABOUT 0.5 MILES SOUTH OF ROSS ISLAND BRIDGE, AT
 RD2545'INTERSECTION OF WLY EXTENSION OF CENTER ST. AND SLY EXTENSION OF
 RD2545'THAT PART OF 8TH AVE. THAT IS N OF RHONE ST., 97 FEET W OF
 RD2545'U.S. HIGHWAY 99E, AND 2.5 FEET EAST OF EDGE OF BLUFF.
 RD2545'
 RD2545'STATION MARKED BY BRASS SCREW IN TOP OF CONCRETE FILLED 1-1/2 IN
 RD2545'IRON PIPE, SURROUNDED BY 12 INCH ROUND CONCRETE MONUMENT, FLUSH
 RD2545'WITH SURFACE OF GROUND.  THERE ARE NO REFERENCE MARKS.
 RD2545'
 RD2545'THIS STATION IS SOMETIMES CONFUSED WITH ANOTHER THAT IS SIMILARLY
 RD2545'MARKED, BUT IN A WELL AND COVERED WITH IRON MANHOLE COVER MARKED
 RD2545'M OVER C, LOCATED 143.4 FEET EAST OF CENTER 2, AT INTERSECTION OF
 RD2545'CENTER ST. AND 8TH AVE., ADJACENT TO E SIDE OF U.S. HIGHWAY 99E.
 RD2545
 RD2545                          STATION RECOVERY (2004)
 RD2545
 RD2545'RECOVERY NOTE BY US POWER SQUADRON 2004 (REC)
 RD2545'DESCRIPTION ALSO FITS RD2619 REFERENCE MARK 2
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2619 ***********************************************************************
 RD2619  DESIGNATION -  CENTER 3
 RD2619  PID         -  RD2619
 RD2619  STATE/COUNTY-  OR/MULTNOMAH
 RD2619  USGS QUAD   -  LAKE OSWEGO (1984)
 RD2619
 RD2619                         *CURRENT SURVEY CONTROL
 RD2619  ___________________________________________________________________
 RD2619* NAD 83(1991)-  45 29 38.94493(N)    122 39 28.26469(W)     ADJUSTED  
 RD2619* NAVD 88     -        36.     (meters)     118.     (feet)  SCALED    
 RD2619  ___________________________________________________________________
 RD2619  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 RD2619  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 RD2619  HORZ ORDER  -  FIRST
 RD2619
 RD2619.The horizontal coordinates were established by classical geodetic methods
 RD2619.and adjusted by the National Geodetic Survey in October 1991.
 RD2619
 RD2619.The orthometric height was scaled from a topographic map.
 RD2619
 RD2619.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2619
 RD2619.The geoid height was determined by GEOID03.
 RD2619
 RD2619;                    North         East     Units Scale Factor Converg.
 RD2619;SPC OR N     -   205,326.548 2,331,364.176   MT  0.99991069   -1 31 49.1
 RD2619;SPC OR N     -   673,643.53  7,648,832.60   iFT  0.99991069   -1 31 49.1
 RD2619;UTM  10      - 5,037,903.666   526,733.748   MT  0.99960879   +0 14 38.5
 RD2619
 RD2619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2619!SPC OR N     -   0.99999792  x   0.99991069  =   0.99990861
 RD2619!UTM  10      -   0.99999792  x   0.99960879  =   0.99960671
 RD2619
 RD2619:                Primary Azimuth Mark                     Grid Az
 RD2619:SPC OR N     -  PORTLAND CENT WILBUR METH CH             003 04 22.3
 RD2619:UTM  10      -  PORTLAND CENT WILBUR METH CH             001 17 54.7
 RD2619
 RD2619|---------------------------------------------------------------------|
 RD2619| PID    Reference Object                     Distance      Geod. Az  |
 RD2619|                                                           dddmmss.s |
 RD2619| RD3012 PORTLAND CENT WILBUR METH CH        APPROX. 3.0 KM 0013233.2 |
 RD2619| RD3282 PORTLAND RADIO STA KPFD MAST        APPROX. 3.6 KM 0070438.0 |
 RD2619| RD2591 PORTLAND CHURCH STEEPLE CROSS       296.217 METERS 08939     |
 RD2619| RD2601 PORTLAND GENERAL ELEC CO STACK      APPROX. 0.9 KM 0973307.0 |
 RD2619| CE2396 CENTER 3 RM 3                        14.073 METERS 12725     |
 RD2619| CE2395 CENTER 3 RM 1                        27.150 METERS 13035     |
 RD2619| RD2471 MILWAUKIE STANDPIPE                 APPROX. 5.5 KM 1492401.4 |
 RD2619| RD2545 CENTER 2                             15.229 METERS 18017     |
 RD2619| RD2576 PORTLAND SELLWOOD PARK TANK         APPROX. 2.8 KM 1853752.0 |
 RD2619| RD2606 PORTLAND RADIO STA KLIQ MAST        APPROX. 2.3 KM 1860859.1 |
 RD2619| RD2633 SELLWOOD WEST                       APPROX. 3.4 KM 1902512.8 |
 RD2619| RD2625 NORTH BASE                          APPROX. 1.6 KM 2501442.9 |
 RD2619| RD2635 PORTLAND TV STA KPTV MAST           APPROX. 3.0 KM 2592338.0 |
 RD2619| RD2636 PORTLAND RAD STA KQFM MAST          APPROX. 3.1 KM 2610732.9 |
 RD2619| RD2537 PORTLAND VETERANS HOSP TANK         APPROX. 2.1 KM 2782132.5 |
 RD2619| RD2629 PORTLAND COUNCIL CREST RAD MST      APPROX. 4.0 KM 2783407.7 |
 RD2619| RD3134 PORTLAND FIRST CONG CH SPIRE        APPROX. 3.1 KM 3222145.3 |
 RD2619|---------------------------------------------------------------------|
 RD2619
 RD2619                          SUPERSEDED SURVEY CONTROL
 RD2619
 RD2619  NAD 83(1986)-  45 29 38.96373(N)    122 39 28.27026(W) AD(       ) 1
 RD2619  NAD 27      -  45 29 39.53629(N)    122 39 23.92795(W) AD(       ) 1
 RD2619
 RD2619.Superseded values are not recommended for survey control.
 RD2619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2619.See file dsdata.txt to determine how the superseded data were derived.
 RD2619
 RD2619_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER2673437904(NAD 83)
 RD2619_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RD2619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD2619
 RD2619  HISTORY     - Date     Condition        Report By
 RD2619  HISTORY     - 1961     MONUMENTED       CGS
 RD2619  HISTORY     - 1970     SEE DESCRIPTION  NGS
 RD2619  HISTORY     - 1972     SEE DESCRIPTION  NGS
 RD2619  HISTORY     - 20040710 GOOD             USPSQD
 RD2619
 RD2619                          STATION DESCRIPTION
 RD2619
 RD2619'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 RD2619'THE STATION IS LOCATED ON THE SOUTH SIDE OF PORTLAND, ABOUT 1/2
 RD2619'MILE SOUTH OF THE ROSS ISLAND BRIDGE, 0.05 MILE EAST OF THE
 RD2619'WILLAMETTE RIVER, AND ON A LOW BRUSH-COVERED KNOLL.
 RD2619'
 RD2619'TO REACH THE STATION FROM THE JUNCTION OF EAST BURNSIDE STREET
 RD2619'AND U.S. HIGHWAY 99E, GO SOUTH ON U.S. HIGHWAY 99E FOR 2.0 MILES
 RD2619'TO THE STATION ON THE RIGHT, WEST, SIDE OF THE HIGHWAY.
 RD2619'
 RD2619'THE STATION MARK, STAMPED CENTER 3 1961, IS A STANDARD DISK SET
 RD2619'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT IS FLUSH WITH
 RD2619'THE GROUND.  IT IS 71 FEET WEST OF THE CENTER OF U.S. HIGHWAY 99E,
 RD2619'15 FEET EAST OF A STEEP BANK, AND 5.3 FEET NORTHEAST OF A WITNESS
 RD2619'POST.
 RD2619'
 RD2619'REFERENCE MARK NO. 1, STAMPED CENTER 3 NO 1 1961, IS A STANDARD
 RD2619'DISK CEMENTED IN A DRILL HOLE IN THE WEST CURBING OF U.S. HIGHWAY
 RD2619'99E.  IT IS 87.3 FEET SOUTHEAST OF THE WITNESS POST, 68 FEET EAST
 RD2619'OF A STEEP BANK, AND 30 FEET WEST OF THE CENTER OF U.S. HIGHWAY
 RD2619'99E.
 RD2619'
 RD2619'REFERENCE MARK NO. 2 IS A SCREW SET IN THE TOP OF A CYLINDRICAL
 RD2619'CONCRETE POST THAT IS 2 INCHES IN DIAMETER AND PROJECTS 2 INCHES
 RD2619'ABOVE THE 12-INCH SQUARE CONCRETE BASE OF THE MARK.  THE MARK
 RD2619'PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND.  IT IS 90 FEET
 RD2619'WEST OF THE CENTER OF U.S. HIGHWAY 99E, 44.8 FEET SOUTH OF THE
 RD2619'WITNESS POST, AND 2 FEET EAST OF A STEEP BANK.
 RD2619'
 RD2619'TRIANGULATION STATION NORTH BASE (C OF P) MAY BE USED AS AN
 RD2619'AZIMUTH MARK.
 RD2619
 RD2619                          STATION RECOVERY (1970)
 RD2619
 RD2619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 RD2619'THE STATION MARK, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK WERE
 RD2619'RECOVERED IN GOOD CONDITION AS DESCRIBED.  A DIFFERENCE IN THE
 RD2619'CARDINAL DIRECTION TO REFERENCE MARK NO. 2 WAS FOUND.  THE ANGLE
 RD2619'TO THE AZIMUTH MARK WAS NOT VERIFIED.  TRIANGULATION STATION
 RD2619'SELLWOOD WEST 1962 MAY BE USED FOR THE AZIMUTH MARK.  SEE
 RD2619'DESCRIPTION THEREOF.
 RD2619'
 RD2619'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RD2619'AT PORTLAND.
 RD2619
 RD2619                          STATION RECOVERY (1972)
 RD2619
 RD2619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 RD2619'THE STATION MARK, AND REFERENCE MARK NO. 2 WERE RECOVERED IN
 RD2619'GOOD CONDITION.  REFERENCE MARK NO. 1 HAD BEEN DESTROYED.  REFERENCE
 RD2619'MARK NO. 3 WAS ESTABLISHED.  A NEW AND COMPLETE DESCRIPTION
 RD2619'FOLLOWS.
 RD2619'
 RD2619'THE STATION IS IN SOUTHEAST PORTLAND, 0.5 MILE SOUTH OF THE ROSS
 RD2619'ISLAND BRIDGE, 0.1 MILE NORTH OF THE ROSS ISLAND READY-MIX PLANT,
 RD2619'AND 0.05 MILE EAST OF THE WILLAMETTE RIVER ON A BRUSH COVERED BANK
 RD2619'OVERLOOKING THE RIVER.
 RD2619'
 RD2619'THE STATION MARK, STAMPED CENTER 3 1961, IS A STANDARD DISK SET
 RD2619'IN A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH, 50 FEET NORTH
 RD2619'OF THE PROLONGED CENTER OF SOUTHEAST CENTER STREET, 46 FEET
 RD2619'NORTHWEST OF A LARGE METAL POLE THAT SUPPORTS A ROAD SIGN, 36
 RD2619'FEET WEST OF THE CURB THAT IS ON THE WEST SIDE OF U.S. HIGHWAY
 RD2619'99E, 13 FEET EAST OF THE TOP OF A STEEP BANK, AND 5.5 FEET
 RD2619'NORTHEAST OF A METAL WITNESS POST.  (NOTE 1A AND 7A)
 RD2619'
 RD2619'REFERENCE MARK NO. 2 IS A SCREW SET IN CONCRETE IN A 2-INCH PIPE
 RD2619'THAT IS SET IN A 12-INCH SQUARE CONCRETE BASE, 56 FEET WEST OF
 RD2619'THE WEST CURB ON THE WEST SIDE OF U.S. HIGHWAY 99E, 44 FEET SOUTH
 RD2619'OF THE WITNESS POST, 2 FEET EAST OF THE TOP OF THE STEEP BANK, 1
 RD2619'FOOT LOWER THAN THE STATION, AND AT THE PROLONGED CENTER OF
 RD2619'SOUTHEAST CENTER STREET.
 RD2619'
 RD2619'REFERENCE MARK NO. 3, STAMPED CENTER 3 1961 NO 3 1972, IS A
 RD2619'STANDARD DISK CEMENTED IN A DRILL HOLE IN A 2 1/2-FOOT SQUARE
 RD2619'CONCRETE FOUNDATION FOR A LARGE METAL POLE THAT SUPPORTS A
 RD2619'ROAD SIGN, 43 FEET SOUTHEAST OF THE WITNESS POST, 13.5 FEET WEST
 RD2619'OF THE CURB, AND 1 FOOT LOWER THAN THE STATION.
 RD2619'
 RD2619'TRIANGULATION STATION SELLWOOD WEST 1962 MAY BE USED FOR THE
 RD2619'AZIMUTH MARK.  SEE DESCRIPTION THEREOF.
 RD2619'
 RD2619'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RD2619'IN SOUTHEAST PORTLAND.
 RD2619
 RD2619                          STATION RECOVERY (2004)
 RD2619
 RD2619'RECOVERY NOTE BY US POWER SQUADRON 2004 (REC)
 RD2619'RECOVERED STATION MARK AND REFERENCE MARKS NO. 2 AND NO. 3. RM 2 ALSO
 RD2619'FITS DESCRIPTION OF RD2545 (CENTER 2).
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC2162 ***********************************************************************
 SC2162  DESIGNATION -  CENTER OF SWING BRIDGE 1935
 SC2162  PID         -  SC2162
 SC2162  STATE/COUNTY-  OR/CLATSOP
 SC2162  USGS QUAD   -  WARRENTON (1996)
 SC2162
 SC2162                         *CURRENT SURVEY CONTROL
 SC2162  ___________________________________________________________________
 SC2162* NAD 83(1991)-  46 09 54.97348(N)    123 55 14.72082(W)     ADJUSTED  
 SC2162* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 SC2162  ___________________________________________________________________
 SC2162  LAPLACE CORR-          15.42  (seconds)                    DEFLEC99
 SC2162  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 SC2162  HORZ ORDER  -  THIRD
 SC2162
 SC2162.The horizontal coordinates were established by classical geodetic methods
 SC2162.and adjusted by the National Geodetic Survey in October 1991.
 SC2162
 SC2162.The orthometric height was scaled from a topographic map.
 SC2162
 SC2162.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2162
 SC2162.The geoid height was determined by GEOID03.
 SC2162
 SC2162;                    North         East     Units Scale Factor Converg.
 SC2162;SPC OR N     -   283,257.927 2,235,873.738   MT  1.00004624   -2 25 33.4
 SC2162;SPC OR N     -   929,323.91  7,335,543.76   iFT  1.00004624   -2 25 33.4
 SC2162;SPC WA S     -    98,197.055   235,905.335   MT  0.99994128   -2 29 05.4
 SC2162;SPC WA S     -   322,168.17    773,966.09   sFT  0.99994128   -2 29 05.4
 SC2162;UTM  10      - 5,112,822.456   428,916.439   MT  0.99966211   -0 39 51.1
 SC2162
 SC2162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2162!SPC OR N     -   1.00000322  x   1.00004624  =   1.00004946
 SC2162!SPC WA S     -   1.00000322  x   0.99994128  =   0.99994450
 SC2162!UTM  10      -   1.00000322  x   0.99966211  =   0.99966533
 SC2162
 SC2162                          SUPERSEDED SURVEY CONTROL
 SC2162
 SC2162  NAD 83(1986)-  46 09 54.98177(N)    123 55 14.70236(W) AD(       ) 4
 SC2162  NAD 27      -  46 09 55.60984(N)    123 55 10.18051(W) AD(       ) 3
 SC2162
 SC2162.Superseded values are not recommended for survey control.
 SC2162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2162.See file dsdata.txt to determine how the superseded data were derived.
 SC2162
 SC2162_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2891612822(NAD 83)
 SC2162
 SC2162  HISTORY     - Date     Condition        Report By
 SC2162  HISTORY     - 1935     MONUMENTED       CGS
 SC2162
 SC2162                          STATION DESCRIPTION
 SC2162
 SC2162'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SC2162'SEE STATION NAIL 1
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2101 ***********************************************************************
 RD2101  DESIGNATION -  CENTER PRIME
 RD2101  PID         -  RD2101
 RD2101  STATE/COUNTY-  OR/TILLAMOOK
 RD2101  USGS QUAD   -  
 RD2101
 RD2101                         *CURRENT SURVEY CONTROL
 RD2101  ___________________________________________________________________
 RD2101* NAD 83(1991)-  45 03 55.40306(N)    124 00 47.48097(W)     ADJUSTED  
 RD2101* NAVD 88     -       123.     (meters)     404.     (feet)  SCALED    
 RD2101  ___________________________________________________________________
 RD2101  LAPLACE CORR-          21.54  (seconds)                    DEFLEC99
 RD2101  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 RD2101  HORZ ORDER  -  THIRD
 RD2101
 RD2101.The horizontal coordinates were established by classical geodetic methods
 RD2101.and adjusted by the National Geodetic Survey in October 1991.
 RD2101
 RD2101.The orthometric height was scaled from a topographic map.
 RD2101
 RD2101.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2101
 RD2101.The geoid height was determined by GEOID03.
 RD2101
 RD2101;                    North         East     Units Scale Factor Converg.
 RD2101;SPC OR N     -   161,442.120 2,223,427.311   MT  0.99989620   -2 29 29.4
 RD2101;SPC OR N     -   529,665.75  7,294,709.03   iFT  0.99989620   -2 29 29.4
 RD2101;UTM  10      - 4,990,713.697   420,236.081   MT  0.99967823   -0 43 02.2
 RD2101
 RD2101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2101!SPC OR N     -   0.99998435  x   0.99989620  =   0.99988055
 RD2101!UTM  10      -   0.99998435  x   0.99967823  =   0.99966258
 RD2101
 RD2101                          SUPERSEDED SURVEY CONTROL
 RD2101
 RD2101  NAD 83(1986)-  45 03 55.43935(N)    124 00 47.49165(W) AD(       ) 3
 RD2101  NAD 27      -  45 03 56.04900(N)    124 00 43.08300(W) AD(       ) 3
 RD2101
 RD2101.Superseded values are not recommended for survey control.
 RD2101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2101.See file dsdata.txt to determine how the superseded data were derived.
 RD2101
 RD2101_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ2023690714(NAD 83)
 RD2101
 RD2101  HISTORY     - Date     Condition        Report By
 RD2101  HISTORY     - 1927     MONUMENTED       CGS
 RD2101  HISTORY     - 1934     SEE DESCRIPTION  CGS
 RD2101
 RD2101                          STATION DESCRIPTION
 RD2101
 RD2101'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (GLB)
 RD2101'THIS IS A TEMPORARY UNMARKED STATION.
 RD2101
 RD2101                          STATION RECOVERY (1934)
 RD2101
 RD2101'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (LAM)
 RD2101'THIS TEMPORARY UNMARKED STATION WAS ABOUT 200 FEET E OF STATION
 RD2101'CENTER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1388 ***********************************************************************
 OA1388  DESIGNATION -  CENTRAL
 OA1388  PID         -  OA1388
 OA1388  STATE/COUNTY-  OR/COOS
 OA1388  USGS QUAD   -  NORTH BEND (1971)
 OA1388
 OA1388                         *CURRENT SURVEY CONTROL
 OA1388  ___________________________________________________________________
 OA1388* NAD 83(1991)-  43 29 47.39340(N)    124 15 01.47619(W)     ADJUSTED  
 OA1388* NAVD 88     -        65.     (meters)     213.     (feet)  SCALED    
 OA1388  ___________________________________________________________________
 OA1388  LAPLACE CORR-          17.29  (seconds)                    DEFLEC99
 OA1388  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 OA1388  HORZ ORDER  -  THIRD
 OA1388
 OA1388.The horizontal coordinates were established by classical geodetic methods
 OA1388.and adjusted by the National Geodetic Survey in October 1991.
 OA1388
 OA1388.The orthometric height was scaled from a topographic map.
 OA1388
 OA1388.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1388
 OA1388.The geoid height was determined by GEOID03.
 OA1388
 OA1388;                    North         East     Units Scale Factor Converg.
 OA1388;SPC OR S     -   210,054.136 1,196,790.143   MT  0.99991095   -2 33 57.0
 OA1388;SPC OR S     -   689,153.99  3,926,476.85   iFT  0.99991095   -2 33 57.0
 OA1388;UTM  10      - 4,816,711.836   398,905.162   MT  0.99972571   -0 51 38.7
 OA1388
 OA1388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1388!SPC OR S     -   0.99999384  x   0.99991095  =   0.99990479
 OA1388!UTM  10      -   0.99999384  x   0.99972571  =   0.99971955
 OA1388
 OA1388:                Primary Azimuth Mark                     Grid Az
 OA1388:SPC OR S     -  MAY                                      008 43 20.9
 OA1388:UTM  10      -  MAY                                      007 01 02.6
 OA1388
 OA1388|---------------------------------------------------------------------|
 OA1388| PID    Reference Object                     Distance      Geod. Az  |
 OA1388|                                                           dddmmss.s |
 OA1388| OA1151 MAY                                 APPROX. 2.8 KM 0060923.9 |
 OA1388| OA1146 SPRUCE                              APPROX. 2.5 KM 0223356.4 |
 OA1388| OA1389 JULY                                APPROX. 0.6 KM 1783646.8 |
 OA1388|---------------------------------------------------------------------|
 OA1388
 OA1388                          SUPERSEDED SURVEY CONTROL
 OA1388
 OA1388  NAD 83(1986)-  43 29 47.39483(N)    124 15 01.52263(W) AD(       ) 4
 OA1388  NAD 27      -  43 29 47.94600(N)    124 14 57.12100(W) AD(       ) 3
 OA1388
 OA1388.Superseded values are not recommended for survey control.
 OA1388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1388.See file dsdata.txt to determine how the superseded data were derived.
 OA1388
 OA1388_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCP9890516712(NAD 83)
 OA1388
 OA1388  HISTORY     - Date     Condition        Report By
 OA1388  HISTORY     - 1928     MONUMENTED       CGS
 OA1388
 OA1388                          STATION DESCRIPTION
 OA1388
 OA1388'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (GLB)
 OA1388'TEMPORARY STATION ON TOP OF A BARE SAND DUNE.  MARKED BY A 1 IN X
 OA1388'4 IN STAKE.  NOT RECOVERABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1150 ***********************************************************************
 NZ1150  DESIGNATION -  CENTRAL POINT ASTRO STA RESET
 NZ1150  PID         -  NZ1150
 NZ1150  STATE/COUNTY-  OR/JACKSON
 NZ1150  USGS QUAD   -  SAMS VALLEY (1983)
 NZ1150
 NZ1150                         *CURRENT SURVEY CONTROL
 NZ1150  ___________________________________________________________________
 NZ1150* NAD 83(1991)-  42 23 50.00180(N)    122 56 26.41258(W)     ADJUSTED  
 NZ1150* NAVD 88     -       371.02   (+/-2cm)    1217.3    (feet)  VERTCON   
 NZ1150  ___________________________________________________________________
 NZ1150  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 NZ1150  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 NZ1150  HORZ ORDER  -  SECOND
 NZ1150  VERT ORDER  -  THIRD ? (See Below)
 NZ1150
 NZ1150.The horizontal coordinates were established by classical geodetic methods
 NZ1150.and adjusted by the National Geodetic Survey in October 1991.
 NZ1150
 NZ1150.The NAVD 88 height was computed by applying the VERTCON shift value to
 NZ1150.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NZ1150.The vertical order pertains to the NGVD 29 superseded value.
 NZ1150
 NZ1150.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ1150
 NZ1150.The geoid height was determined by GEOID03.
 NZ1150
 NZ1150;                    North         East     Units Scale Factor Converg.
 NZ1150;SPC OR S     -    84,081.400 1,299,082.643   MT  0.99998452   -1 40 11.2
 NZ1150;SPC OR S     -   275,857.61  4,262,082.16   iFT  0.99998452   -1 40 11.2
 NZ1150;UTM  10      - 4,693,882.645   504,882.879   MT  0.99960029   +0 02 24.0
 NZ1150
 NZ1150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NZ1150!SPC OR S     -   0.99994562  x   0.99998452  =   0.99993014
 NZ1150!UTM  10      -   0.99994562  x   0.99960029  =   0.99954593
 NZ1150
 NZ1150:                Primary Azimuth Mark                     Grid Az
 NZ1150:SPC OR S     -  TABLE ROCK RESET                         027 42 56.0
 NZ1150:UTM  10      -  TABLE ROCK RESET                         026 00 20.8
 NZ1150
 NZ1150|---------------------------------------------------------------------|
 NZ1150| PID    Reference Object                     Distance      Geod. Az  |
 NZ1150|                                                           dddmmss.s |
 NZ1150| NZ1146 TABLE ROCK RESET                    APPROX. 8.4 KM 0260244.8 |
 NZ1150| NZ1149 CENTRAL POINT LAT STA                 4.770 METERS 11642     |
 NZ1150| CD9186 CENTRAL POINT ASTRO STA AZ MK                      1442931.0 |
 NZ1150| CD9187 CENTRAL POINT ASTRO STA RM 2          8.412 METERS 15506     |
 NZ1150| NZ0217 1214 B                               28.083 METERS 21151     |
 NZ1150| CD9188 CENTRAL POINT ASTRO STA RM NW         2.880 METERS 29322     |
 NZ1150|---------------------------------------------------------------------|
 NZ1150
 NZ1150                          SUPERSEDED SURVEY CONTROL
 NZ1150
 NZ1150  NAD 83(1986)-  42 23 49.99036(N)    122 56 26.42563(W) AD(       ) 2
 NZ1150  NAD 27      -  42 23 50.53730(N)    122 56 22.27990(W) AD(       ) 2
 NZ1150  NGVD 29 (07/19/86)  370.02   (m)         1214.0    (f) LEVELING    3  
 NZ1150
 NZ1150.Superseded values are not recommended for survey control.
 NZ1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1150.See file dsdata.txt to determine how the superseded data were derived.
 NZ1150
 NZ1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM0488393883(NAD 83)
 NZ1150_MARKER: DD = SURVEY DISK
 NZ1150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ1150_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NZ1150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ1150+STABILITY: SURFACE MOTION
 NZ1150
 NZ1150  HISTORY     - Date     Condition        Report By
 NZ1150  HISTORY     - 1935     MONUMENTED       USGS
 NZ1150  HISTORY     - 1935     GOOD             CGS
 NZ1150  HISTORY     - 1942     GOOD             CGS
 NZ1150  HISTORY     - 1942     GOOD             CGS
 NZ1150  HISTORY     - 1943     GOOD             CGS
 NZ1150  HISTORY     - 1967     MARK NOT FOUND   USE
 NZ1150
 NZ1150                          STATION DESCRIPTION
 NZ1150
 NZ1150'DESCRIBED BY US GEOLOGICAL SURVEY 1935
 NZ1150'THIS STATION HAS APPARENTLY BEEN RECENTLY RECOVERED AND THE STATION
 NZ1150'MARK RENEWED AS IT IS NOW SET IN A CONCRETE BLOCK PROJECTING
 NZ1150'SLIGHTLY ABOVE THE SURFACE OF THE GROUND.
 NZ1150'
 NZ1150'THE U.S. GEOLOGICAL SURVEY BENCH MARK HAS ALSO BEEN REINFORCED
 NZ1150'WITH A CONCRETE BLOCK MOULDED ABOUT THE IRON POST.  THE DISTANCE
 NZ1150'BETWEEN THE BENCH MARK AND THE STATION WAS REMEASURED WITH A STEEL
 NZ1150'TAPE AND FOUND TO BE 92.15 FEET.  SLIGHT DISCREPANCY BETWEEN THIS
 NZ1150'DISTANCE AND THAT GIVEN IN THE ORIGINAL DESCRIPTION MAY BE DUE TO
 NZ1150'CHANGE IN CONTOUR OF GROUND OVER WHICH THE MEASUREMENT WAS MADE.
 NZ1150
 NZ1150                          STATION RECOVERY (1935)
 NZ1150
 NZ1150'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (BHY)
 NZ1150'DESCRIPTION SATISFACTORY EXCEPT MINOR CONDITIONS DUE TO
 NZ1150'TIME.  STATION MARK HAD APPARENTLY BEEN RESET IN CONCRETE, OR
 NZ1150'ADDITIONAL CONCRETE ADDED.  IT IS OPPOSITE SEVEN OAKS STATION ON
 NZ1150'THE SOUTHERN PACIFIC RAILROAD, JUST OUTSIDE OF FIELD FENCE AT NW
 NZ1150'CORNER OF FIELD AND ABOUT 10 FEET S OF PRIVATE ROAD ENTRANCE WITH
 NZ1150'LARGE STONE POSTS, ON E SIDE OF PACIFIC HIGHWAY (U.S. 99).
 NZ1150'
 NZ1150'DISTANCE REMEASURED TO U.S.G.S. BENCH MARK DESCRIBED AS REFERENCE
 NZ1150'MARK AND FOUND TO BE 92.15 FEET.  RAILROAD CROSSING SIGNPOST (CENTER
 NZ1150'OF) IS 84.84 FEET FROM STATION MARK IN TRUE AZIMUTH 62 DEG 40 MIN.
 NZ1150
 NZ1150                          STATION RECOVERY (1942)
 NZ1150
 NZ1150'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CWW)
 NZ1150'THE STATION MARK AND THE U.S. GEOLOGICAL SURVEY BENCH MARK WERE
 NZ1150'FOUND IN GOOD CONDITION AND ARE NOW MARKED WITH WHITE POSTS.  MARKED
 NZ1150'U.S.B.M. B.M. 1214 (U.S.G.S.) AND B.M. M7 U.S.C. AND
 NZ1150'G.S. RESPECTIVELY.
 NZ1150'
 NZ1150'A NEW REFERENCE MARK WAS SET BUT AS YET HAS NOT BEEN TIED IN TO
 NZ1150'THE STATION MARK.  IT IS A BRONZE REFERENCE DISK SET IN A CONCRETE
 NZ1150'MONUMENT 4 INCHES ABOVE THE GROUND, ON THE N SIDE OF THE FARM
 NZ1150'LANE.  STAMPED CENTRAL POINT AST. STATION R.M. NO. 2.
 NZ1150
 NZ1150                          STATION RECOVERY (1942)
 NZ1150
 NZ1150'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (LVE)
 NZ1150'STATION RECOVERED.  DESCRIPTION BY U.S.G.S. IN 1935 IS ADEQUATE
 NZ1150'FOR READY RECOVERY OF STATION.  AT TIME OF PRESENT RECOVERY THERE
 NZ1150'WAS A SMALL WOODEN PLATFORM AND SIGNAL IN PLACE OVER THE STATION.
 NZ1150
 NZ1150                          STATION RECOVERY (1943)
 NZ1150
 NZ1150'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (JCS)
 NZ1150'THE ORIGINAL DESCRIPTION GIVES THE DISTANCE FROM STATION TO
 NZ1150'REFERENCE MARK 1 AS 28.15 METERS (92.4 FEET) AND STATES THAT THE
 NZ1150'STATION MARK IS IN A GRANITE BOULDER.  THE PRESENT STATION MARK
 NZ1150'IS IN CEMENT AND THERE IS NO EVIDENCE OF THE GRANITE BOULDER,
 NZ1150'ALTHOUGH NO EXCAVATION WAS MADE TO EXAMINE THE MARK BELOW THE
 NZ1150'SURFACE OF THE GROUND.  THE REFERENCE MARK ALSO SHOWS SIGNS OF
 NZ1150'REINFORCEMENT SINCE ORIGINALLY ESTABLISHED.
 NZ1150'
 NZ1150'STATION IS AT THE E RIGHT-OF-WAY FENCE OF U.S. HIGHWAY 99 AND
 NZ1150'AT THE INSIDE OF A SHARP CURVE IN HIGHWAY.  IT IS 33 PACES E OF
 NZ1150'THE CENTER LINE OF RAILROAD TRACK, 28 FEET E OF CENTER LINE OF
 NZ1150'U.S. HIGHWAY 99, 24 FEET S OF CENTER LINE OF DRIVE LEADING E TO
 NZ1150'FARMHOUSE, 7 FEET S OF CORNER FENCE POST AT DRIVE, 1-1/2 FEET N
 NZ1150'OF A 4- BY 4-INCH WHITE WITNESS POST, AND 10 INCHES W OF
 NZ1150'RIGHT-OF-WAY FENCE.
 NZ1150'
 NZ1150'STATION IS AN OLD-TYPE BRONZE DISK SET IN TOP OF A 12-INCH
 NZ1150'CONCRETE POST FLUSH WITH THE GROUND.  NO STAMPING ON DISK.
 NZ1150'
 NZ1150'REFERENCE MARK 1 IS SW OF STATION AND 21 FEET NE OF A GRAVEL
 NZ1150'ROAD CROSSING RAILROAD TRACKS.  IT IS 51 FEET W OF U.S. HIGHWAY
 NZ1150'99, 14 FEET E OF CENTER LINE OF RAILROAD, AND IS 3 FEET W OF A
 NZ1150'4- BY 4-INCH WHITE WITNESS POST.
 NZ1150'
 NZ1150'REFERENCE MARK 2 IS SSE OF THE STATION.  IT IS 27 FEET E OF
 NZ1150'U.S. HIGHWAY 99 AND 1 FOOT W OF THE E RIGHT-OF-WAY FENCE LINE.  A
 NZ1150'BRONZE REFERENCE DISK SET IN TOP OF A CONCRETE POST PROJECTING 7
 NZ1150'INCHES AND STAMPED C P AST STA NO 2 1904.  THIS MARK WAS SET IN
 NZ1150'1943.
 NZ1150'
 NZ1150'A U.S. GEOLOGICAL BRONZE CAP ON PIPE IS SET IN TOP OF A LARGE
 NZ1150'CONICAL CONCRETE POST PROJECTING 12 INCHES, STAMPED 1214.
 NZ1150'
 NZ1150'AZIMUTH MARK IS 0.4 MILE SE OF THE STATION.  IT IS 0.1 MILE SE
 NZ1150'OF BRIDGE OVER JUNCTION CREEK, 48 FEET NE OF THE CENTER LINE OF
 NZ1150'HIGHWAY 99, 30 FEET NE OF POWER POLE, AND 20 FEET NE OF THE NE
 NZ1150'HIGHWAY RIGHT-OF-WAY FENCE.  A BRONZE AZIMUTH DISK SET IN A
 NZ1150'CONCRETE POST FLUSH WITH THE GROUND, STAMPED C P AST STA 1943.
 NZ1150'
 NZ1150'TO REACH FROM CENTRAL POINT GO NW ALONG HIGHWAY 99 FOR 2 MILES
 NZ1150'TO A ROAD SW AND A CURVE IN HIGHWAY AND STATION ON RIGHT.
 NZ1150
 NZ1150                          STATION RECOVERY (1967)
 NZ1150
 NZ1150'RECOVERY NOTE BY US ENGINEERS 1967
 NZ1150'STATION WAS NOT RECOVERED.  MEASUREMENTS WERE MADE FROM BENCH
 NZ1150'MARK 1214.  NO DIGGING WAS DONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1149 ***********************************************************************
 NZ1149  DESIGNATION -  CENTRAL POINT LAT STA
 NZ1149  PID         -  NZ1149
 NZ1149  STATE/COUNTY-  OR/JACKSON
 NZ1149  USGS QUAD   -  SAMS VALLEY (1983)
 NZ1149
 NZ1149                         *CURRENT SURVEY CONTROL
 NZ1149  ___________________________________________________________________
 NZ1149* NAD 83(1991)-  42 23 49.93236(N)    122 56 26.22624(W)     NO CHECK  
 NZ1149* NAVD 88     -       371.     (meters)    1217.     (feet)  SCALED    
 NZ1149  ___________________________________________________________________
 NZ1149  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 NZ1149  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 NZ1149  HORZ ORDER  -  THIRD
 NZ1149
 NZ1149.The horizontal coordinates were established by classical geodetic methods
 NZ1149.and adjusted by the National Geodetic Survey in October 1991.
 NZ1149.No horizontal observational check was made to the station.
 NZ1149
 NZ1149.The orthometric height was scaled from a topographic map.
 NZ1149
 NZ1149.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ1149
 NZ1149.The geoid height was determined by GEOID03.
 NZ1149
 NZ1149;                    North         East     Units Scale Factor Converg.
 NZ1149;SPC OR S     -    84,079.134 1,299,086.840   MT  0.99998453   -1 40 11.1
 NZ1149;SPC OR S     -   275,850.18  4,262,095.93   iFT  0.99998453   -1 40 11.1
 NZ1149;UTM  10      - 4,693,880.506   504,887.141   MT  0.99960029   +0 02 24.1
 NZ1149
 NZ1149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NZ1149!SPC OR S     -   0.99994562  x   0.99998453  =   0.99993016
 NZ1149!UTM  10      -   0.99994562  x   0.99960029  =   0.99954594
 NZ1149
 NZ1149                          SUPERSEDED SURVEY CONTROL
 NZ1149
 NZ1149  NAD 83(1986)-  42 23 49.92092(N)    122 56 26.23929(W) AD(       ) 3
 NZ1149  NAD 27      -  42 23 50.46790(N)    122 56 22.09360(W) AD(       ) 3
 NZ1149
 NZ1149.Superseded values are not recommended for survey control.
 NZ1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1149.See file dsdata.txt to determine how the superseded data were derived.
 NZ1149
 NZ1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM0488793881(NAD 83)
 NZ1149
 NZ1149  HISTORY     - Date     Condition        Report By
 NZ1149  HISTORY     - 1908     MONUMENTED       CGS
 NZ1149  HISTORY     - 1931     SEE DESCRIPTION  CGS
 NZ1149  HISTORY     - 1936     SEE DESCRIPTION  CGS
 NZ1149
 NZ1149                          STATION DESCRIPTION
 NZ1149
 NZ1149'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 NZ1149'NEAR CENTRAL POINT ASTRONOMICAL STATION AND MARKED ONLY BY A
 NZ1149'WOODEN PIER.  THE FOLLOWING DISTANCES AND AZIMUTHS WERE
 NZ1149'MEASURED--ASTRONOMICAL STATION, 4.77 METERS (15.6 FEET), 116 DEG
 NZ1149'41 MIN.  U.S. GEOLOGICAL SURVEY BENCH MARK (REFERENCE MARK OF THE
 NZ1149'PRECEDING STATION), 28.82 METERS (94.6 FEET), 41 DEG 18 MIN.  THE
 NZ1149'NORTH AND WEST FENCES OF THE FIELD ARE, RESPECTIVELY, 6.18
 NZ1149'METERS (20.3 FEET) AND 15.55 METERS (51.0 FEET) FROM THE
 NZ1149'STATION.  THE STATION WAS NOT FOUND IN 1931 AND IT MAY HAVE
 NZ1149'BEEN COVERED BY THE PACIFIC HIGHWAY.
 NZ1149
 NZ1149                          STATION RECOVERY (1936)
 NZ1149
 NZ1149'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (LAM)
 NZ1149'CHANGE DESCRIPTION AS FOLLOWS--IN 1936 IT WAS REPORTED THAT
 NZ1149'THE LOCATION OF THE STATION WAS WITHIN AN ORCHARD EAST OF THE
 NZ1149'PACIFIC HIGHWAY AND ALL TRACES OF THE PIER WERE
 NZ1149'GONE.  STATION NOT COVERED BY PACIFIC HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0905 ***********************************************************************
 PC0905  DESIGNATION -  CERRO GORDO
 PC0905  PID         -  PC0905
 PC0905  STATE/COUNTY-  OR/LANE
 PC0905  USGS QUAD   -  DORENA LAKE (1986)
 PC0905
 PC0905                         *CURRENT SURVEY CONTROL
 PC0905  ___________________________________________________________________
 PC0905* NAD 83(1991)-  43 47 44.33967(N)    122 57 33.10916(W)     ADJUSTED  
 PC0905* NAVD 88     -       593.6    (meters)    1948.     (feet)  VERTCON   
 PC0905  ___________________________________________________________________
 PC0905  LAPLACE CORR-           2.52  (seconds)                    DEFLEC99
 PC0905  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 PC0905  HORZ ORDER  -  SECOND
 PC0905
 PC0905.The horizontal coordinates were established by classical geodetic methods
 PC0905.and adjusted by the National Geodetic Survey in October 1991.
 PC0905
 PC0905.The NAVD 88 height was computed by applying the VERTCON shift value to
 PC0905.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PC0905
 PC0905.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC0905
 PC0905.The geoid height was determined by GEOID03.
 PC0905
 PC0905;                    North         East     Units Scale Factor Converg.
 PC0905;SPC OR S     -   239,404.369 1,302,118.899   MT  0.99995449   -1 40 56.8
 PC0905;SPC OR S     -   785,447.40  4,272,043.63   iFT  0.99995449   -1 40 56.8
 PC0905;UTM  10      - 4,849,177.343   503,282.552   MT  0.99960013   +0 01 41.7
 PC0905
 PC0905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC0905!SPC OR S     -   0.99991057  x   0.99995449  =   0.99986506
 PC0905!UTM  10      -   0.99991057  x   0.99960013  =   0.99951073
 PC0905
 PC0905|---------------------------------------------------------------------|
 PC0905| PID    Reference Object                     Distance      Geod. Az  |
 PC0905|                                                           dddmmss.s |
 PC0905| CD9192 CERRO GORDO RM 4                                   06603     |
 PC0905| CD9189 CERRO GORDO RM 1                     11.165 METERS 06632     |
 PC0905| PC0907 GEORGE                              APPROX. 2.0 KM 1584511.6 |
 PC0905| PC0950 WHITE                               APPROX. 9.0 KM 2192431.1 |
 PC0905| CD9191 CERRO GORDO RM 3                                   31253     |
 PC0905| CD9190 CERRO GORDO RM 2                      6.944 METERS 31345     |
 PC0905|---------------------------------------------------------------------|
 PC0905
 PC0905                          SUPERSEDED SURVEY CONTROL
 PC0905
 PC0905  NAD 83(1986)-  43 47 44.35167(N)    122 57 33.13338(W) AD(       ) 2
 PC0905  NAD 27      -  43 47 44.90470(N)    122 57 28.86480(W) AD(       ) 2
 PC0905  NGVD 29 (07/19/86)  592.4    (m)         1944.     (f) VERT ANG    3  
 PC0905
 PC0905.Superseded values are not recommended for survey control.
 PC0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0905.See file dsdata.txt to determine how the superseded data were derived.
 PC0905
 PC0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP0328349177(NAD 83)
 PC0905_MARKER: DD = SURVEY DISK
 PC0905_SETTING: 66 = SET IN ROCK OUTCROP
 PC0905
 PC0905  HISTORY     - Date     Condition        Report By
 PC0905  HISTORY     - 1939     MONUMENTED       USE
 PC0905  HISTORY     - 1953     GOOD             CGS
 PC0905  HISTORY     - 1968     GOOD             CGS
 PC0905  HISTORY     - 1969     GOOD             OR-019
 PC0905  HISTORY     - 1980     GOOD             NGS
 PC0905
 PC0905                          STATION DESCRIPTION
 PC0905
 PC0905'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 PC0905'THE STATION IS ABOUT 5.5 MILES EAST OF COTTAGE GROVE, 1 MILE
 PC0905'NORTHWEST OF THE SPILLWAY OF THE DORENA DAM, ON THE SOUTHWEST
 PC0905'SLOPE OF A MOUNTAIN KNOWN AS CERRO GORDO, AND ABOUT 300 FEET
 PC0905'LOWER THAN THE HIGHEST POINT.
 PC0905'
 PC0905'TO REACH THE STATION FROM THE DEPOT IN COTTAGE GROVE.  GO EAST
 PC0905'ON A PAVED ROAD FOR 1.55 MILES TO A T-ROAD LEFT.  TURN LEFT AND
 PC0905'GO 3.1 MILES TO A ROAD FORK.  TAKE THE LEFT FORK FOR 1.35 MILES
 PC0905'TO A GRAVELED ROAD ON THE LEFT.  TURN LEFT AND GO 0.05 MILE TO
 PC0905'A GATE.  PASS THROUGH THE GATE AND GO 1.2 MILES TO AN OLD LOGGING
 PC0905'ROAD ON THE LEFT.  TURN LEFT AND FOLLOW THE ROAD UP THE HILL FOR
 PC0905'0.4 MILE TO THE END OF TRUCK TRAVEL.  FROM HERE PACK AROUND THE
 PC0905'SOUTH AND WEST SIDE OF THE HILL FOR 20 MINUTES TO THE STATION.
 PC0905'
 PC0905'THE STATION MARK IS A U.S. ENGINEERS STATION MARK DISK SET IN
 PC0905'A DRILL HOLE IN BEDROCK THAT PROJECTS 3 INCHES, AND THE DISK IS
 PC0905'STAMPED CERRO GORDO 1939.
 PC0905'
 PC0905'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A DRILL HOLE IN
 PC0905'A BOULDER THAT IS 3 FEET BY 2 FEET AND PROJECTS 3 INCHES.  THE
 PC0905'DISK IS STAMPED CERRO GORDO USE NO 1 1953.  IT IS 4 FEET HIGHER
 PC0905'THAN THE STATION.
 PC0905'
 PC0905'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A DRILL HOLE IN
 PC0905'A BOULDER THAT IS 3 FEET SQUARE AND PROJECTS 24 INCHES.  THE DISK
 PC0905'IS STAMPED CERRO GORDO USE NO 2 1953.  IT IS 3 FEET HIGHER THAN
 PC0905'THE STATION.
 PC0905'
 PC0905'TRIANGULATION STATION GEORGE USE WAS USED AS AN AZIMUTH MARK
 PC0905'FOR THIS STATION.
 PC0905
 PC0905                          STATION RECOVERY (1968)
 PC0905
 PC0905'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (NET)
 PC0905'THE STATION MARK, STAMPED CERRO GORDO 1939, REFERENCE MARK NO. 1,
 PC0905'STAMPED CERRO GORDO USE NO 1 1953 AND REFERENCE MARK NO. 2,
 PC0905'STAMPED CERRO GORDO USE NO 2 1953 WERE RECOVERED AS DESCRIBED.
 PC0905
 PC0905                          STATION RECOVERY (1969)
 PC0905
 PC0905'RECOVERY NOTE BY DOUGLAS COUNTY OREGON 1969 (FLI)
 PC0905'STATION IS SITUATED ON TOP OF CERRO GORDO MOUNTAIN.
 PC0905'
 PC0905'TO REACH FROM 9TH AND MAIN STREETS IN COTTAGE GROVE, PROCEED ABOUT
 PC0905'4.7 MILES EASTWARD ALONG DORENA ROAD TO THE FOOT OF THE MOUNTAIN.
 PC0905'THENCE ABOUT 0.5 MILE UPHILL EASTWARD TO THE STATION.  STATION MARK
 PC0905'IS STANDARD DISK STAMPED CERRO GORDO - 1939 SET IN ROCK.
 PC0905
 PC0905                          STATION RECOVERY (1980)
 PC0905
 PC0905'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 PC0905'THE STATION WAS RECOVERED IN GOOD CONDITION, REFERENCE MARK 1 WAS
 PC0905'RECOVERED BUT WAS LOOSE IN THE DRILL HOLE.  REFERENCE MARK 2 WAS
 PC0905'GONE BUT THE DRILL HOLE REMAINS.  LANE COUNTY HAS SET TWO OTHER
 PC0905'REFERENCE MARKS.  THESE WERE TURNED IN AT THIS TIME.
 PC0905'
 PC0905'THE STATION IS LOCATED ABOUT 5.5 MILES EAST OF COTTAGE GROVE, 1 MILE
 PC0905'NORTHWEST OF THE SPILLWAY OF THE DORENA DAM, ON THE SOUTHWEST SLOPE
 PC0905'OF A MOUNTAIN KNOWN AS CERRO GORDO AND ABOUT 300 FEET LOWER THAN THE
 PC0905'HIGHEST POINT.  THE PROPERTY IS OWNED BY CANFIELD ASSOCIATES, OREGON
 PC0905'LTD. AT P.O. BOX 569, COTTAGE GROVE, OR 97424.
 PC0905'
 PC0905'TO REACH THE STATION FROM THE INTERSECTION OF GATEWAY BLVD AND ROW
 PC0905'RIVER RD IN COTTAGE GROVE GO EASTERLY UNDER I5 ON ROW RIVER RD FOR
 PC0905'4.35 MILES TO A ROAD FORK, TAKE LEFT FORK AND GO 1.3 MILES TO A
 PC0905'GRAVEL ROAD ON THE LEFT, TURN LEFT ON GRAVEL RD NUMBER 20-2-32 AND GO
 PC0905'0.5 MILE TO A ROAD FORK, TAKE LEFT FORK AND GO 0.45 MILE TO A ROAD
 PC0905'FORK, TAKE LEFT FORK AND GO 0.35 MILE TO A TRACK ROAD LEFT, TURN LEFT
 PC0905'ON TRACK ROAD AND GO UPHILL 0.5 MILE TO WHERE ROAD BECOMES VERY STEEP
 PC0905'AND END OF TRUCK TRAVEL, PACK WESTERLY THROUGH BRUSH TO OPEN AREA,
 PC0905'THE STATION IS ABOUT 300 METERS WEST IN THE OPEN AREA ABOUT 300 FEET
 PC0905'LOWER THAN THE TOP OF THE HILL, IT IS ABOUT A 20 MINUTE PACK.
 PC0905'
 PC0905'THE STATION IS A STANDARD US ARMY CORPS OF ENGINEERS DISK STAMPED
 PC0905'---CERRO GORDO 1939---SET INTO ROCK OUTCROP LOCATED 45.7 METERS (150
 PC0905'FEET) SW FROM A LONE JUNIPER TREE.
 PC0905'
 PC0905'REFERENCE MARK NO. 1 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 PC0905'NOS) DISK STAMPED---CERRO GORDO USE NO 1 1953---SET INTO ROCK
 PC0905'OUTCROP LOCATED 30.5 METERS (100 FEET) SW FROM A LONE JUNIPER TREE
 PC0905'AND 2.4 METERS (8 FEET) HIGHER THAN THE STATION.
 PC0905'
 PC0905'REFERENCE MARK NO. 4 IS A LANE COUNTY PUBLIC WORKS DISK STAMPED---RM
 PC0905'NO 4---LOCATED 30.5 METERS (100 FEET) SW FROM A LONE JUNIPER TREE
 PC0905'AND 2.4 METERS (8 FEET) HIGHER THAN THE STATION.
 PC0905'
 PC0905'REFERENCE MARK NO. 3 IS A LANE COUNTY PUBLIC WORKS DISK
 PC0905'STAMPED---R.M. NO. 3---SET INTO A DRILL HOLE IN A ROCK OUTCROP WHICH
 PC0905'IS 2 FT BY 3 FT BY 3 FT HIGH.  MARK IS LOCATED 22.9 METERS (75 FEET)
 PC0905'E FROM TWO SMALL OAK TREES AND 0.9 METER (3 FEET) HIGHER THAN THE
 PC0905'STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0027 ***********************************************************************
 PA0027  DESIGNATION -  CF 313
 PA0027  PID         -  PA0027
 PA0027  STATE/COUNTY-  OR/HARNEY
 PA0027  USGS QUAD   -  DREWSEY (1990)
 PA0027
 PA0027                         *CURRENT SURVEY CONTROL
 PA0027  ___________________________________________________________________
 PA0027* NAD 83(1986)-  43 46 28.     (N)    118 22 43.     (W)     SCALED    
 PA0027* NAVD 88     -      1150.338  (meters)    3774.07   (feet)  ADJUSTED  
 PA0027  ___________________________________________________________________
 PA0027  GEOID HEIGHT-         -18.40  (meters)                     GEOID03
 PA0027  DYNAMIC HT  -        1149.841 (meters)    3772.44  (feet)  COMP
 PA0027  MODELED GRAV-     980,148.1   (mgal)                       NAVD 88
 PA0027
 PA0027  VERT ORDER  -  FIRST     CLASS II
 PA0027
 PA0027.The horizontal coordinates were scaled from a topographic map and have
 PA0027.an estimated accuracy of +/- 6 seconds.
 PA0027
 PA0027.The orthometric height was determined by differential leveling
 PA0027.and adjusted in June 1991.
 PA0027
 PA0027.The geoid height was determined by GEOID03.
 PA0027
 PA0027.The dynamic height is computed by dividing the NAVD 88
 PA0027.geopotential number by the normal gravity value computed on the
 PA0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0027.degrees latitude (g = 980.6199 gals.).
 PA0027
 PA0027.The modeled gravity was interpolated from observed gravity values.
 PA0027
 PA0027;                    North         East    Units  Estimated Accuracy
 PA0027;SPC OR S     -   236,310.    1,670,770.      MT  (+/- 180 meters Scaled)
 PA0027
 PA0027                          SUPERSEDED SURVEY CONTROL
 PA0027
 PA0027  NGVD 29 (??/??/92) 1149.214  (m)         3770.38   (f) ADJ UNCH    1 2
 PA0027
 PA0027.Superseded values are not recommended for survey control.
 PA0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0027.See file dsdata.txt to determine how the superseded data were derived.
 PA0027
 PA0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ890477(NAD 83)
 PA0027_MARKER: DD = SURVEY DISK
 PA0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PA0027_STAMPING: CF 313 1934
 PA0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0027+STABILITY: SURFACE MOTION
 PA0027
 PA0027  HISTORY     - Date     Condition        Report By
 PA0027  HISTORY     - 1934     MONUMENTED       ORDT
 PA0027  HISTORY     - 1943     GOOD             NGS
 PA0027  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 PA0027  HISTORY     - 19870801 MARK NOT FOUND   USGS
 PA0027
 PA0027                          STATION DESCRIPTION
 PA0027
 PA0027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PA0027'17.6 MI W FROM JUNTURA.
 PA0027'ABOUT 17.6 MILES WEST ALONG U.S. HIGHWAY 20 FROM THE STATION AT
 PA0027'JUNTURA, MALHEUR COUNTY, 114 FEET EAST OF THE EAST END OF A 15 FOOT
 PA0027'CUT, 79 FEET NORTHEAST OF A 16 INCH CORRUGATED PIPE CULVERT, 34 FEET
 PA0027'NORTHWEST OF THE CENTER OF THE HIGHWAY AND 1.8 FEET SOUTHEAST OF A
 PA0027'REFERENCE POST.
 PA0027
 PA0027                          STATION RECOVERY (1987)
 PA0027
 PA0027'RECOVERY NOTE BY US POWER SQUADRON 1987 (DMP)
 PA0027'MARK NOT FOUND.
 PA0027
 PA0027                          STATION RECOVERY (1987)
 PA0027
 PA0027'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (DMP)
 PA0027'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0051 ***********************************************************************
 PA0051  DESIGNATION -  CG 326
 PA0051  PID         -  PA0051
 PA0051  STATE/COUNTY-  OR/HARNEY
 PA0051  USGS QUAD   -  DRINKWATER PASS (1990)
 PA0051
 PA0051                         *CURRENT SURVEY CONTROL
 PA0051  ___________________________________________________________________
 PA0051* NAD 83(1986)-  43 47 03.     (N)    118 15 55.     (W)     SCALED    
 PA0051* NAVD 88     -      1222.892  (meters)    4012.10   (feet)  ADJUSTED  
 PA0051  ___________________________________________________________________
 PA0051  GEOID HEIGHT-         -18.30  (meters)                     GEOID03
 PA0051  DYNAMIC HT  -        1222.334 (meters)    4010.27  (feet)  COMP
 PA0051  MODELED GRAV-     980,120.5   (mgal)                       NAVD 88
 PA0051
 PA0051  VERT ORDER  -  FIRST     CLASS II
 PA0051
 PA0051.The horizontal coordinates were scaled from a topographic map and have
 PA0051.an estimated accuracy of +/- 6 seconds.
 PA0051
 PA0051.The orthometric height was determined by differential leveling
 PA0051.and adjusted in June 1991.
 PA0051
 PA0051.The geoid height was determined by GEOID03.
 PA0051
 PA0051.The dynamic height is computed by dividing the NAVD 88
 PA0051.geopotential number by the normal gravity value computed on the
 PA0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0051.degrees latitude (g = 980.6199 gals.).
 PA0051
 PA0051.The modeled gravity was interpolated from observed gravity values.
 PA0051
 PA0051;                    North         East    Units  Estimated Accuracy
 PA0051;SPC OR S     -   237,620.    1,679,860.      MT  (+/- 180 meters Scaled)
 PA0051
 PA0051                          SUPERSEDED SURVEY CONTROL
 PA0051
 PA0051  NGVD 29 (??/??/92) 1221.747  (m)         4008.35   (f) ADJ UNCH    1 2
 PA0051
 PA0051.Superseded values are not recommended for survey control.
 PA0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0051.See file dsdata.txt to determine how the superseded data were derived.
 PA0051
 PA0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ981486(NAD 83)
 PA0051_MARKER: DD = SURVEY DISK
 PA0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PA0051_STAMPING: CG 326 P O S T 500 93.6
 PA0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0051+STABILITY: SURFACE MOTION
 PA0051
 PA0051  HISTORY     - Date     Condition        Report By
 PA0051  HISTORY     - UNK      MONUMENTED       ORDT
 PA0051  HISTORY     - 1943     GOOD             NGS
 PA0051  HISTORY     - 1968     MARK NOT FOUND   NGS
 PA0051
 PA0051                          STATION DESCRIPTION
 PA0051
 PA0051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PA0051'11.5 MI W FROM JUNTURA.
 PA0051'ABOUT 11.5 MILES WEST ALONG U.S. HIGHWAY 20 FROM THE STATION AT
 PA0051'JUNTURA, MALHEUR COUNTY, AT HIGHWAY MILAGE 178.4, AT THE EAST END OF A
 PA0051'CUT, 21 FEET SOUTHWEST OF THE CENTER OF THE HIGHWAY, 2.6 FEET NORTH OF
 PA0051'THE REFERENCE POST, AND LEVEL WITH THE HIGHWAY.
 PA0051
 PA0051                          STATION RECOVERY (1968)
 PA0051
 PA0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 PA0051'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0044 ***********************************************************************
 PA0044  DESIGNATION -  CH 326
 PA0044  PID         -  PA0044
 PA0044  STATE/COUNTY-  OR/HARNEY
 PA0044  USGS QUAD   -  DRINKWATER PASS (1990)
 PA0044
 PA0044                         *CURRENT SURVEY CONTROL
 PA0044  ___________________________________________________________________
 PA0044* NAD 83(1986)-  43 47 09.     (N)    118 17 12.     (W)     SCALED    
 PA0044* NAVD 88     -      1243.342  (meters)    4079.20   (feet)  ADJUSTED  
 PA0044  ___________________________________________________________________
 PA0044  GEOID HEIGHT-         -18.32  (meters)                     GEOID03
 PA0044  DYNAMIC HT  -        1242.782 (meters)    4077.36  (feet)  COMP
 PA0044  MODELED GRAV-     980,125.6   (mgal)                       NAVD 88
 PA0044
 PA0044  VERT ORDER  -  FIRST     CLASS II
 PA0044
 PA0044.The horizontal coordinates were scaled from a topographic map and have
 PA0044.an estimated accuracy of +/- 6 seconds.
 PA0044
 PA0044.The orthometric height was determined by differential leveling
 PA0044.and adjusted in June 1991.
 PA0044
 PA0044.The geoid height was determined by GEOID03.
 PA0044
 PA0044.The dynamic height is computed by dividing the NAVD 88
 PA0044.geopotential number by the normal gravity value computed on the
 PA0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0044.degrees latitude (g = 980.6199 gals.).
 PA0044
 PA0044.The modeled gravity was interpolated from observed gravity values.
 PA0044
 PA0044;                    North         East    Units  Estimated Accuracy
 PA0044;SPC OR S     -   237,760.    1,678,130.      MT  (+/- 180 meters Scaled)
 PA0044
 PA0044                          SUPERSEDED SURVEY CONTROL
 PA0044
 PA0044  NGVD 29 (??/??/92) 1242.205  (m)         4075.47   (f) ADJ UNCH    1 2
 PA0044
 PA0044.Superseded values are not recommended for survey control.
 PA0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0044.See file dsdata.txt to determine how the superseded data were derived.
 PA0044
 PA0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ964488(NAD 83)
 PA0044_MARKER: DD = SURVEY DISK
 PA0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PA0044_STAMPING: CH 326 1934 PI
 PA0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0044+STABILITY: SURFACE MOTION
 PA0044
 PA0044  HISTORY     - Date     Condition        Report By
 PA0044  HISTORY     - 1934     MONUMENTED       ORDT
 PA0044  HISTORY     - 1943     GOOD             NGS
 PA0044  HISTORY     - 1967     GOOD             NGS
 PA0044
 PA0044                          STATION DESCRIPTION
 PA0044
 PA0044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PA0044'12.7 MI W FROM JUNTURA.
 PA0044'ABOUT 12.7 MILES WEST ALONG U.S. HIGHWAY 20 FROM THE STATION AT
 PA0044'JUNTURA, MALHEUR COUNTY, AT HIGHWAY MILAGE 177.2, 95 FEET NORTH OF THE
 PA0044'CENTER OF THE HIGHWAY, 68 FEET SOUTHWEST OF JUNIPER TREE, 15 FEET
 PA0044'HIGHER THAN THE HIGHWAY AND 2 FEET SOUTHWEST OF A REFERENCE POST.
 PA0044
 PA0044                          STATION RECOVERY (1967)
 PA0044
 PA0044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 PA0044'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0711 ***********************************************************************
 OA0711  TIDAL BM    -  This is a Tidal Bench Mark.
 OA0711  DESIGNATION -  CHAD
 OA0711  PID         -  OA0711
 OA0711  STATE/COUNTY-  OR/LANE
 OA0711  USGS QUAD   -  FLORENCE (1984)
 OA0711
 OA0711                         *CURRENT SURVEY CONTROL
 OA0711  ___________________________________________________________________
 OA0711* NAD 83(1986)-  43 58 06.     (N)    124 06 06.     (W)     SCALED    
 OA0711* NAVD 88     -         3.467  (meters)      11.37   (feet)  ADJUSTED  
 OA0711  ___________________________________________________________________
 OA0711  GEOID HEIGHT-         -24.72  (meters)                     GEOID03
 OA0711  DYNAMIC HT  -           3.466 (meters)      11.37  (feet)  COMP
 OA0711  MODELED GRAV-     980,534.1   (mgal)                       NAVD 88
 OA0711
 OA0711  VERT ORDER  -  FIRST     CLASS II
 OA0711
 OA0711.The horizontal coordinates were scaled from a topographic map and have
 OA0711.an estimated accuracy of +/- 6 seconds.
 OA0711
 OA0711.The orthometric height was determined by differential leveling
 OA0711.and adjusted in June 1991.
 OA0711
 OA0711.This Tidal Bench Mark is designated as VM 14420
 OA0711.by the Center for Operational Oceanographic Products and Services.
 OA0711
 OA0711.The geoid height was determined by GEOID03.
 OA0711
 OA0711.The dynamic height is computed by dividing the NAVD 88
 OA0711.geopotential number by the normal gravity value computed on the
 OA0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0711.degrees latitude (g = 980.6199 gals.).
 OA0711
 OA0711.The modeled gravity was interpolated from observed gravity values.
 OA0711
 OA0711;                    North         East    Units  Estimated Accuracy
 OA0711;SPC OR S     -   261,900.    1,211,060.      MT  (+/- 180 meters Scaled)
 OA0711
 OA0711                          SUPERSEDED SURVEY CONTROL
 OA0711
 OA0711.No superseded survey control is available for this station.
 OA0711
 OA0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP116689(NAD 83)
 OA0711_MARKER: DS = TRIANGULATION STATION DISK
 OA0711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA0711_SP_SET: CONCRETE POST
 OA0711_STAMPING: CHAD 1954
 OA0711_MARK LOGO: USE   
 OA0711_PROJECTION: RECESSED 2 CENTIMETERS
 OA0711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0711+STABILITY: SURFACE MOTION
 OA0711
 OA0711  HISTORY     - Date     Condition        Report By
 OA0711  HISTORY     - 1954     MONUMENTED       USE
 OA0711  HISTORY     - 1987     GOOD             NGS
 OA0711  HISTORY     - 19940818 GOOD             USPSQD
 OA0711  HISTORY     - 20021125 MARK NOT FOUND   USPSQD
 OA0711
 OA0711                          STATION DESCRIPTION
 OA0711
 OA0711'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 OA0711'IN FLORENCE.
 OA0711'IN FLORENCE, AT THE INTERSECTION OF HARBOR AND FIRST STREETS, IN THE
 OA0711'SOUTH LAWN OF THE HOLIDAY HARBOR MARINA, 50.6 M (166.0 FT) SOUTH OF
 OA0711'THE CENTER OF FIRST STREET, 25.0 M (82.0 FT) WEST OF THE CENTER OF
 OA0711'HARBOR STREET, AND 9.1 M (29.9 FT) WEST OF THE SOUTHWEST CORNER OF A
 OA0711'PORCH.
 OA0711'THE MARK IS 3.9 METERS  N FROM  A WITNESS POST
 OA0711'THE MARK IS ABOVE LEVEL WITH HARBOR STREET.
 OA0711
 OA0711                          STATION RECOVERY (1994)
 OA0711
 OA0711'RECOVERY NOTE BY US POWER SQUADRON 1994
 OA0711'RECOVERED IN GOOD CONDITION.
 OA0711
 OA0711                          STATION RECOVERY (2002)
 OA0711
 OA0711'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 OA0711'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1932 ***********************************************************************
 QE1932  DESIGNATION -  CHALK
 QE1932  PID         -  QE1932
 QE1932  STATE/COUNTY-  OR/POLK
 QE1932  USGS QUAD   -  SALEM WEST (1986)
 QE1932
 QE1932                         *CURRENT SURVEY CONTROL
 QE1932  ___________________________________________________________________
 QE1932* NAD 83(1991)-  44 58 25.20180(N)    123 03 33.59600(W)     ADJUSTED  
 QE1932* NAVD 88     -        48.9    (meters)     160.     (feet)  VERTCON   
 QE1932  ___________________________________________________________________
 QE1932  LAPLACE CORR-          -6.46  (seconds)                    DEFLEC99
 QE1932  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 QE1932  HORZ ORDER  -  SECOND
 QE1932
 QE1932.The horizontal coordinates were established by classical geodetic methods
 QE1932.and adjusted by the National Geodetic Survey in October 1991.
 QE1932
 QE1932.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE1932.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE1932
 QE1932.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE1932
 QE1932.The geoid height was determined by GEOID03.
 QE1932
 QE1932;                    North         East     Units Scale Factor Converg.
 QE1932;SPC OR N     -   148,432.668 2,298,166.223   MT  0.99990035   -1 48 54.2
 QE1932;SPC OR N     -   486,983.82  7,539,915.43   iFT  0.99990035   -1 48 54.2
 QE1932;UTM  10      - 4,980,026.875   495,321.572   MT  0.99960027   -0 02 31.0
 QE1932
 QE1932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE1932!SPC OR N     -   0.99999590  x   0.99990035  =   0.99989625
 QE1932!UTM  10      -   0.99999590  x   0.99960027  =   0.99959617
 QE1932
 QE1932:                Primary Azimuth Mark                     Grid Az
 QE1932:SPC OR N     -  SIEBOLD                                  312 34 56.2
 QE1932:UTM  10      -  SIEBOLD                                  310 48 33.0
 QE1932
 QE1932|---------------------------------------------------------------------|
 QE1932| PID    Reference Object                     Distance      Geod. Az  |
 QE1932|                                                           dddmmss.s |
 QE1932| QE1935 SIEBOLD                             APPROX. 2.2 KM 3104602.0 |
 QE1932|---------------------------------------------------------------------|
 QE1932
 QE1932                          SUPERSEDED SURVEY CONTROL
 QE1932
 QE1932  NAD 83(1986)-  44 58 25.22582(N)    123 03 33.61059(W) AD(       ) 2
 QE1932  NAD 27      -  44 58 25.79658(N)    123 03 29.26091(W) AD(       ) 2
 QE1932  NGVD 29 (07/19/86)   47.9    (m)          157.     (f) VERT ANG    3  
 QE1932
 QE1932.Superseded values are not recommended for survey control.
 QE1932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1932.See file dsdata.txt to determine how the superseded data were derived.
 QE1932
 QE1932_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ9532280027(NAD 83)
 QE1932_MARKER: Z = SEE DESCRIPTION
 QE1932_SETTING: 0 = UNSPECIFIED SETTING
 QE1932_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE1932
 QE1932  HISTORY     - Date     Condition        Report By
 QE1932  HISTORY     - 1972     MONUMENTED       OR1810
 QE1932
 QE1932                          STATION DESCRIPTION
 QE1932
 QE1932'DESCRIBED BY CITY OF SALEM OREGON 1972 (LGH)
 QE1932'THE STATION IS ABOUT 2.75 MILES NORTHWEST OF SALEM IN THE SE
 QE1932'1/4 OF SEC. 9, T7S R3W.
 QE1932'
 QE1932'TO REACH THE STATION FROM THE INTERSECTION OF WALLACE ROAD AND
 QE1932'EDGEWATER STREET, GO NORTHWESTERLY ON WALLACE ROAD 2.1 MILES TO
 QE1932'THE ENTRANCE TO WEST SALEM SEWAGE PLANT, TURN RIGHT AND FOLLOW
 QE1932'ROAD 0.3 MILE TO PLANT SITE.  THE STATION IS ON ROOF OF TREATMENT
 QE1932'PLANT.
 QE1932'
 QE1932'THE STATION MARK IS A CITY OF SALEM BRASS DISK STAMPED CHALK 1972,
 QE1932'SET IN A PUNCH HOLE IN THE CONCRETE ROOF OF THE TREATMENT PLANT.
 QE1932'
 QE1932'HEIGHT OF LIGHT ABOVE STATION MARK 1.52 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2303 ***********************************************************************
 RD2303  DESIGNATION -  CHAMBERLAINS BARN
 RD2303  PID         -  RD2303
 RD2303  STATE/COUNTY-  OR/MULTNOMAH
 RD2303  USGS QUAD   -  WASHOUGAL (1994)
 RD2303
 RD2303                         *CURRENT SURVEY CONTROL
 RD2303  ___________________________________________________________________
 RD2303* NAD 83(1991)-  45 32 04.92804(N)    122 19 31.76055(W)     ADJUSTED  
 RD2303* NAVD 88     -              **(meters)            **(feet)            
 RD2303  ___________________________________________________________________
 RD2303  LAPLACE CORR-           4.21  (seconds)                    DEFLEC99
 RD2303  GEOID HEIGHT-         -22.54  (meters)                     GEOID03
 RD2303  HORZ ORDER  -  THIRD
 RD2303
 RD2303.The horizontal coordinates were established by classical geodetic methods
 RD2303.and adjusted by the National Geodetic Survey in October 1991.
 RD2303
 RD2303
 RD2303.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2303
 RD2303.The geoid height was determined by GEOID03.
 RD2303
 RD2303;                    North         East     Units Scale Factor Converg.
 RD2303;SPC OR N     -   209,191.574 2,357,435.241   MT  0.99991496   -1 17 40.6
 RD2303;SPC OR N     -   686,324.06  7,734,367.59   iFT  0.99991496   -1 17 40.6
 RD2303;SPC WA S     -    24,032.830   357,412.158   MT  1.00008104   -1 19 33.7
 RD2303;SPC WA S     -    78,847.71  1,172,609.72   sFT  1.00008104   -1 19 33.7
 RD2303;UTM  10      - 5,042,573.076   552,664.981   MT  0.99963410   +0 28 53.0
 RD2303
 RD2303                          SUPERSEDED SURVEY CONTROL
 RD2303
 RD2303  NAD 83(1986)-  45 32 04.94131(N)    122 19 31.76646(W) AD(       ) 4
 RD2303  NAD 27      -  45 32 05.50120(N)    122 19 27.44700(W) AD(       ) 3
 RD2303
 RD2303.Superseded values are not recommended for survey control.
 RD2303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2303.See file dsdata.txt to determine how the superseded data were derived.
 RD2303
 RD2303_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER5266542573(NAD 83)
 RD2303
 RD2303  HISTORY     - Date     Condition        Report By
 RD2303  HISTORY     - 1901     MONUMENTED       CGS
 RD2303  HISTORY     - 1948     SEE DESCRIPTION  CGS
 RD2303
 RD2303                          STATION DESCRIPTION
 RD2303
 RD2303'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RAE)
 RD2303'THIS OLD BARN WAS TORN DOWN AND ANOTHER ONE REBUILT IN THE SAME
 RD2303'VICINITY.
 RD2303'
 RD2303'THE STATION SHOULD BE CLASSIFIED AS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3279 ***********************************************************************
 RD3279  DESIGNATION -  CHAMP
 RD3279  PID         -  RD3279
 RD3279  STATE/COUNTY-  OR/MULTNOMAH
 RD3279  USGS QUAD   -  PORTLAND (1990)
 RD3279
 RD3279                         *CURRENT SURVEY CONTROL
 RD3279  ___________________________________________________________________
 RD3279* NAD 83(1991)-  45 34 29.46732(N)    122 38 24.43390(W)     ADJUSTED  
 RD3279* NAVD 88     -        56.     (meters)     184.     (feet)  VERTCON   
 RD3279  ___________________________________________________________________
 RD3279  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 RD3279  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 RD3279  HORZ ORDER  -  FIRST
 RD3279
 RD3279.The horizontal coordinates were established by classical geodetic methods
 RD3279.and adjusted by the National Geodetic Survey in October 1991.
 RD3279
 RD3279.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD3279.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD3279
 RD3279.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3279
 RD3279.The geoid height was determined by GEOID03.
 RD3279
 RD3279;                    North         East     Units Scale Factor Converg.
 RD3279;SPC OR N     -   214,255.033 2,332,987.053   MT  0.99991968   -1 31 03.9
 RD3279;SPC OR N     -   702,936.46  7,654,157.00   iFT  0.99991968   -1 31 03.9
 RD3279;UTM  10      - 5,046,875.380   528,078.949   MT  0.99960969   +0 15 25.3
 RD3279
 RD3279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3279!SPC OR N     -   0.99999479  x   0.99991968  =   0.99991447
 RD3279!UTM  10      -   0.99999479  x   0.99960969  =   0.99960448
 RD3279
 RD3279:                Primary Azimuth Mark                     Grid Az
 RD3279:SPC OR N     -  PORTLAND INT AP CONTROL TOWER            068 06 22.4
 RD3279:UTM  10      -  PORTLAND INT AP CONTROL TOWER            066 19 53.2
 RD3279
 RD3279|---------------------------------------------------------------------|
 RD3279| PID    Reference Object                     Distance      Geod. Az  |
 RD3279|                                                           dddmmss.s |
 RD3279| RD2920 PORTLAND INT AP CONTROL TOWER       APPROX. 4.0 KM 0663518.5 |
 RD3279| CE2400 CHAMP AZ MK                                        1431917.0 |
 RD3279| RD3292 PORTLAND PATTON PARK WATER TK       APPROX. 3.5 KM 2454040.3 |
 RD3279| CE2401 CHAMP RM 1                            4.508 METERS 25955     |
 RD3279| CE2402 CHAMP RM 2                            4.527 METERS 30915     |
 RD3279|---------------------------------------------------------------------|
 RD3279
 RD3279                          SUPERSEDED SURVEY CONTROL
 RD3279
 RD3279  NAD 83(1986)-  45 34 29.48545(N)    122 38 24.43766(W) AD(       ) 1
 RD3279  NAD 27      -  45 34 30.06016(N)    122 38 20.09343(W) AD(       ) 1
 RD3279  NGVD 29 (07/19/86)   55.     (m)          180.     (f) VERT ANG    3  
 RD3279
 RD3279.Superseded values are not recommended for survey control.
 RD3279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3279.See file dsdata.txt to determine how the superseded data were derived.
 RD3279
 RD3279_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER2807946875(NAD 83)
 RD3279_MARKER: Z = SEE DESCRIPTION
 RD3279_SETTING: 0 = UNSPECIFIED SETTING
 RD3279
 RD3279  HISTORY     - Date     Condition        Report By
 RD3279  HISTORY     - 1961     MONUMENTED       CGS
 RD3279
 RD3279                          STATION DESCRIPTION
 RD3279
 RD3279'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 RD3279'THE STATION IS LOCATED ON TOP OF THE ELEVATOR ROOF ON THE
 RD3279'AMALGAMATED SUGAR COMPANY PLANT.  THIS IS AT 2600 NORTHEAST COLUMBIA
 RD3279'BOULEVARD, NEAR THE RAILROAD SIDING AT CHAMP, IN PORTLAND.  TO REACH
 RD3279'THE AZIMUTH MARK FROM THE ENTRANCE TO THE AMALGAMATED SUGAR COMPANY
 RD3279'PLANT, GO EAST ON COLUMBUS BOULEVARD FOR 0.05 MILE TO NORTHEAST
 RD3279'LUMBARD STREET, TURN RIGHT AND GO SOUTH ON NORTHEAST LUMBARD STREET
 RD3279'FOR 0.25 MILE TO A SMALL HILL AND AZIMUTH MARK ON THE LEFT JUST
 RD3279'AFTER STARTING UP THE HILL.
 RD3279'
 RD3279'THE STATION MARK IS A STANDARD DISK, STAMPED CHAMP 1961, CEMENTED IN
 RD3279'A DRILL HOLE IN THE ELEVATOR ROOF.  IT IS 4 FEET WEST OF THE EAST
 RD3279'EDGE OF THE ELEVATOR ROOF, 6.5 FEET SOUTH OF THE NORTH EDGE OF THE
 RD3279'ELEVATOR ROOF AND 6.3 FEET NORTH OF THE SOUTH EDGE OF THE ELEVATOR
 RD3279'ROOF.
 RD3279'
 RD3279'REFERENCE MARK NO 1 IS A CHISLED CROSS IN THE SOUTHWEST CORNER OF
 RD3279'THE ELEVATOR ROOF.
 RD3279'
 RD3279'REFERENCE MARK NO 2 IS A CHISLED CROSS IN THE NORTHWEST CORNER OF
 RD3279'THE ELEVATOR ROOF.
 RD3279'
 RD3279'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CHAMP 1961, CEMENTED IN
 RD3279'A DRILL HOLE IN THE EAST CURB OF NORTHEAST 27TH. STREET.  IT IS 125
 RD3279'FEET SOUTH OF THE CENTER LINE OF NORTHEAST BRYANT STREET, 23 FEET
 RD3279'NORTH OF A POWER LINE POLE AND 13 FEET EAST OF THE CENTER LINE OF
 RD3279'NORTHEAST 27TH. STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1923 ***********************************************************************
 QE1923  DESIGNATION -  CHAMP
 QE1923  PID         -  QE1923
 QE1923  STATE/COUNTY-  OR/POLK
 QE1923  USGS QUAD   -  SALEM WEST (1986)
 QE1923
 QE1923                         *CURRENT SURVEY CONTROL
 QE1923  ___________________________________________________________________
 QE1923* NAD 83(1991)-  44 57 09.74611(N)    123 06 07.20707(W)     ADJUSTED  
 QE1923* NAVD 88     -       189.4    (meters)     621.     (feet)  VERTCON   
 QE1923  ___________________________________________________________________
 QE1923  LAPLACE CORR-          -7.80  (seconds)                    DEFLEC99
 QE1923  GEOID HEIGHT-         -22.67  (meters)                     GEOID03
 QE1923  HORZ ORDER  -  SECOND
 QE1923
 QE1923.The horizontal coordinates were established by classical geodetic methods
 QE1923.and adjusted by the National Geodetic Survey in October 1991.
 QE1923
 QE1923.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE1923.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE1923
 QE1923.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE1923
 QE1923.The geoid height was determined by GEOID03.
 QE1923
 QE1923;                    North         East     Units Scale Factor Converg.
 QE1923;SPC OR N     -   146,212.296 2,294,727.362   MT  0.99990166   -1 50 43.1
 QE1923;SPC OR N     -   479,699.13  7,528,633.08   iFT  0.99990166   -1 50 43.1
 QE1923;UTM  10      - 4,977,701.857   491,954.074   MT  0.99960080   -0 04 19.4
 QE1923
 QE1923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE1923!SPC OR N     -   0.99997385  x   0.99990166  =   0.99987552
 QE1923!UTM  10      -   0.99997385  x   0.99960080  =   0.99957466
 QE1923
 QE1923:                Primary Azimuth Mark                     Grid Az
 QE1923:SPC OR N     -  GEHLAR                                   148 26 22.0
 QE1923:UTM  10      -  GEHLAR                                   146 39 58.3
 QE1923
 QE1923|---------------------------------------------------------------------|
 QE1923| PID    Reference Object                     Distance      Geod. Az  |
 QE1923|                                                           dddmmss.s |
 QE1923| QE1913 GEHLAR                              APPROX. 1.1 KM 1463538.9 |
 QE1923|---------------------------------------------------------------------|
 QE1923
 QE1923                          SUPERSEDED SURVEY CONTROL
 QE1923
 QE1923  NAD 83(1986)-  44 57 09.77058(N)    123 06 07.22223(W) AD(       ) 2
 QE1923  NAD 27      -  44 57 10.34145(N)    123 06 02.86946(W) AD(       ) 2
 QE1923  NGVD 29 (07/19/86)  188.4    (m)          618.     (f) VERT ANG    3  
 QE1923
 QE1923.Superseded values are not recommended for survey control.
 QE1923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1923.See file dsdata.txt to determine how the superseded data were derived.
 QE1923
 QE1923_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ9195477702(NAD 83)
 QE1923_MARKER: Z = SEE DESCRIPTION
 QE1923_SETTING: 0 = UNSPECIFIED SETTING
 QE1923_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE1923
 QE1923  HISTORY     - Date     Condition        Report By
 QE1923  HISTORY     - 1972     MONUMENTED       OR1810
 QE1923  HISTORY     - 19961005 MARK NOT FOUND   USPSQD
 QE1923
 QE1923                          STATION DESCRIPTION
 QE1923
 QE1923'DESCRIBED BY CITY OF SALEM OREGON 1972 (LGH)
 QE1923'THE STATION IS ABOUT 3.5 MILES NORTHWEST OF SALEM IN THE NE 1/4
 QE1923'OF SEC. 19, T7S R3W.
 QE1923'
 QE1923'TO REACH THE STATION FROM THE INTERSECTION OF WALLACE ROAD AND
 QE1923'EDGEWATER STREET, GO NORTHWESTERLY ON WALLACE ROAD 0.68 MILE TO
 QE1923'THE INTERSECTION OF WALLACE ROAD AND ORCHARD HEIGHTS ROAD, TURN
 QE1923'LEFT ON ORCHARD HEIGHTS ROAD AND GO 2.77 MILES TO THE INTERSECTION
 QE1923'OF ORCHARD HEIGHTS ROAD AND ORCHARD HEIGHTS PLACE, GO 0.21 MILE
 QE1923'TO THE INTERSECTION OF ORCHARD HEIGHTS PLACE AND 37TH AVENUE,
 QE1923'TURN LEFT AND GO 0.58 MILE TO LAST CHERRY ORCHARD ON THE LEFT
 QE1923'SIDE OF 37TH AVENUE, TURN LEFT AND GO 0.2 MILE TO THE EAST LINE
 QE1923'OF PROPERTY.  STATION IS LOCATED IN A BREAK IN HEDGE ROW.
 QE1923'
 QE1923'THE STATION MARK IS A CITY OF SALEM BRASS DISK STAMPED CHAMP 1972,
 QE1923'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE POST AND IS ABOUT
 QE1923'12 INCHES BELOW THE GROUND SURFACE.  THE STATION IS 82.5 FEET
 QE1923'NORTHEAST FROM A SMALL CHERRY TREE, 12 FEET SOUTH FROM A 8 INCH
 QE1923'TREE AND 4 FEET SE OF A METAL WITNESS POST.  THE UNDERGROUND MARK
 QE1923'IS AN ALUMINUM CAP ON AN IRON ROD SET IN A 6 INCH CYLINDRICAL
 QE1923'CONCRETE POST ABOUT 36 INCHES BELOW THE GROUND SURFACE.
 QE1923'
 QE1923'HEIGHT OF LIGHT ABOVE STATION MARK 1.54 METERS.
 QE1923
 QE1923                          STATION RECOVERY (1996)
 QE1923
 QE1923'RECOVERY NOTE BY US POWER SQUADRON 1996
 QE1923'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2691 ***********************************************************************
 RD2691  DESIGNATION -  CHAMPOEG
 RD2691  PID         -  RD2691
 RD2691  STATE/COUNTY-  OR/MARION
 RD2691  USGS QUAD   -  ST PAUL (1985)
 RD2691
 RD2691                         *CURRENT SURVEY CONTROL
 RD2691  ___________________________________________________________________
 RD2691* NAD 83(1991)-  45 14 55.98541(N)    122 53 52.36735(W)     ADJUSTED  
 RD2691* NAVD 88     -        42.     (meters)     138.     (feet)  SCALED    
 RD2691  ___________________________________________________________________
 RD2691  LAPLACE CORR-          -3.20  (seconds)                    DEFLEC99
 RD2691  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 RD2691  HORZ ORDER  -  THIRD
 RD2691
 RD2691.The horizontal coordinates were established by classical geodetic methods
 RD2691.and adjusted by the National Geodetic Survey in October 1991.
 RD2691
 RD2691.The orthometric height was scaled from a topographic map.
 RD2691
 RD2691.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2691
 RD2691.The geoid height was determined by GEOID03.
 RD2691
 RD2691;                    North         East     Units Scale Factor Converg.
 RD2691;SPC OR N     -   178,611.420 2,311,802.367   MT  0.99989556   -1 42 02.0
 RD2691;SPC OR N     -   585,995.47  7,584,653.44   iFT  0.99989556   -1 42 02.0
 RD2691;UTM  10      - 5,010,604.027   508,013.711   MT  0.99960079   +0 04 21.1
 RD2691
 RD2691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2691!SPC OR N     -   0.99999700  x   0.99989556  =   0.99989256
 RD2691!UTM  10      -   0.99999700  x   0.99960079  =   0.99959779
 RD2691
 RD2691|---------------------------------------------------------------------|
 RD2691| PID    Reference Object                     Distance      Geod. Az  |
 RD2691|                                                           dddmmss.s |
 RD2691| CE2403 CHAMPOEG RM 1                        10.355 METERS 01904     |
 RD2691| RD2751 TRIMMED TREE NEAR LA BUTTE          APPROX. 3.7 KM 0805626.0 |
 RD2691| RD2692 PTS 61                               29.090 METERS 14227     |
 RD2691| RD2761 NEWBURG SPAULDING PULP CO TANK      APPROX. 6.6 KM 3101912.5 |
 RD2691|---------------------------------------------------------------------|
 RD2691
 RD2691                          SUPERSEDED SURVEY CONTROL
 RD2691
 RD2691  NAD 83(1986)-  45 14 56.00795(N)    122 53 52.37624(W) AD(       ) 3
 RD2691  NAD 27      -  45 14 56.58054(N)    122 53 48.02254(W) AD(       ) 3
 RD2691
 RD2691.Superseded values are not recommended for survey control.
 RD2691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2691.See file dsdata.txt to determine how the superseded data were derived.
 RD2691
 RD2691_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER0801410604(NAD 83)
 RD2691_MARKER: Z = SEE DESCRIPTION
 RD2691_SETTING: 0 = UNSPECIFIED SETTING
 RD2691
 RD2691  HISTORY     - Date     Condition        Report By
 RD2691  HISTORY     - 1946     MONUMENTED       CGS
 RD2691  HISTORY     - 1966     SEE DESCRIPTION  CGS
 RD2691
 RD2691                          STATION DESCRIPTION
 RD2691
 RD2691'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 RD2691'LOCATED ON THE W SIDE OF THE HIGHWAY, AT A Y-INTERSECTION, ABOUT
 RD2691'5 MILES SE OF NEWBERG, AND 0.3 MILE S OF THE ENTRANCE TO CHAMPOEG
 RD2691'PARK.  IT IS 30.5 FEET N OF A 36-INCH MAPLE TREE, 9.5 FEET W OF
 RD2691'A PRIVATE DRIVEWAY, 34 FEET W OF THE CENTER LINE OF THE PAVEMENT,
 RD2691'AND 100 FEET NW OF THE TRIANGULAR PLOT AT THE Y-INTERSECTION.
 RD2691'
 RD2691'STATION MARK IS A BRONZE STATION DISK SET IN CONCRETE, STAMPED
 RD2691'CHAMPOEG 1946.  IT IS FLUSH WITH THE GROUND.  UNDERGROUND MARK IS
 RD2691'A BRONZE STATION DISK SET IN CONCRETE.
 RD2691'
 RD2691'REFERENCE MARK 1 IS NE OF THE STATION, 1.5 FEET W OF THE EDGE OF
 RD2691'A 7-FOOT BANK, 4.5 FEET E OF A PRIVATE DRIVEWAY, AND 21.5 FEET W
 RD2691'OF THE CENTER LINE OF THE PAVEMENT.  IT IS A BRONZE REFERENCE
 RD2691'DISK SET IN CONCRETE, STAMPED CHAMPOEG NO 1 1946 AND PROJECTS 2
 RD2691'INCHES.
 RD2691'
 RD2691'P.T.S. 61 (U.S.G.S.) IS SE OF THE STATION.  LOCATED IN THE
 RD2691'TRIANGULAR PLOT AT THE Y-INTERSECTION.  IT IS A U.S. GEOLOGICAL
 RD2691'SURVEY STANDARD DISK SET IN A 12- BY 12-INCH CONCRETE POST
 RD2691'PROJECTING 3 INCHES AND IS STAMPED PRIM ORE TRVS 61 1913 ELEV
 RD2691'133.  IT IS ABOUT 3 FEET LOWER THAN THE STATION.
 RD2691'
 RD2691'NO SUITABLE PLACE WAS FOUND FOR AN AZIMUTH MARK.
 RD2691'
 RD2691'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY
 RD2691'219 AND U.S. HIGHWAY 99W IN NEWBERG, GO S ON HIGHWAY 219 FOR 1.3
 RD2691'MILES TO THE WILLAMETTE RIVER, CONTINUE ALONG HIGHWAY 219 FOR 2.6
 RD2691'MILES TO WHERE THE HIGHWAY TURNS RIGHT, KEEP STRAIGHT AHEAD FOR
 RD2691'2.5 MILES TO WHERE THE ROAD EMERGES FROM A DEEP CUT AT AN
 RD2691'INTERSECTION AND THE STATION ON THE RIGHT.
 RD2691'
 RD2691'NOTE--ACCORDING TO LOCAL INFORMATION P.T.S. 61 (U.S.G.S.) HAS
 RD2691'BEEN MOVED.
 RD2691
 RD2691                          STATION RECOVERY (1966)
 RD2691
 RD2691'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JCL)
 RD2691'THE STATION MARK, STAMPED CHAMPOEG 1946, REFERENCE MARK NO. 1,
 RD2691'STAMPED CHAMPOEG NO 1 1946 AND REFERENCE MARK NO. 2, STAMPED
 RD2691'PRIM ORE TRVS 61 1913 ELEV 133 WERE RECOVERED AS DESCRIBED.  A
 RD2691'METAL WITNESS POST WAS PLACED 0.5 FOOT WEST OF THE STATION
 RD2691'MARK.  THE FOLLOWING IS AN ALTERNATE TO REACH.
 RD2691'
 RD2691'TO REACH THE STATION FROM THE ST. PAUL POST OFFICE GO EAST ON
 RD2691'MAIN STREET FOR ONE BLOCK TO STATE HIGHWAY 219, CONTINUE STRAIGHT
 RD2691'AHEAD ON STATE HIGHWAY 219, EAST AND NORTH, FOR 3.7 MILES TO A
 RD2691'CROSSROAD AND SIGN, CHAMPOEG, TURN RIGHT AS PER SIGN AND GO EAST
 RD2691'AND SOUTH ON THE MACADAM ROAD FOR 2.4 MILES TO A FORK AND THE
 RD2691'STATION ON THE RIGHT, THIS IS 0.25 MILE AFTER PASSING THE
 RD2691'ENTRANCE TO CHAMPOEG PARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0759 ***********************************************************************
 NY0759  DESIGNATION -  CHANDLER
 NY0759  PID         -  NY0759
 NY0759  STATE/COUNTY-  OR/LAKE
 NY0759  USGS QUAD   -  BISCUIT POINT (1985)
 NY0759
 NY0759                         *CURRENT SURVEY CONTROL
 NY0759  ___________________________________________________________________
 NY0759* NAD 83(1991)-  42 46 26.03964(N)    120 20 01.03533(W)     ADJUSTED  
 NY0759* NAVD 88     -      1539.4    (meters)    5051.     (feet)  VERTCON   
 NY0759  ___________________________________________________________________
 NY0759  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 NY0759  GEOID HEIGHT-         -20.42  (meters)                     GEOID03
 NY0759  HORZ ORDER  -  SECOND
 NY0759
 NY0759.The horizontal coordinates were established by classical geodetic methods
 NY0759.and adjusted by the National Geodetic Survey in October 1991.
 NY0759
 NY0759.The NAVD 88 height was computed by applying the VERTCON shift value to
 NY0759.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NY0759
 NY0759.The Laplace correction was computed from DEFLEC99 derived deflections.
 NY0759
 NY0759.The geoid height was determined by GEOID03.
 NY0759
 NY0759;                    North         East     Units Scale Factor Converg.
 NY0759;SPC OR S     -   123,007.912 1,513,615.226   MT  0.99991820   +0 06 49.8
 NY0759;SPC OR S     -   403,569.27  4,965,929.22   iFT  0.99991820   +0 06 49.8
 NY0759;UTM  10      - 4,739,155.474   718,133.584   MT  1.00018543   +1 48 41.3
 NY0759
 NY0759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NY0759!SPC OR S     -   0.99976184  x   0.99991820  =   0.99968006
 NY0759!UTM  10      -   0.99976184  x   1.00018543  =   0.99994722
 NY0759
 NY0759|---------------------------------------------------------------------|
 NY0759| PID    Reference Object                     Distance      Geod. Az  |
 NY0759|                                                           dddmmss.s |
 NY0759| CD7086 CHANDLER RM 1                         7.200 METERS 04151     |
 NY0759| CD7087 CHANDLER RM 2                         6.907 METERS 20752     |
 NY0759| CD7085 CHANDLER AZ MK                                     2540342.7 |
 NY0759|---------------------------------------------------------------------|
 NY0759
 NY0759                          SUPERSEDED SURVEY CONTROL
 NY0759
 NY0759  NAD 83(1986)-  42 46 26.04848(N)    120 20 01.03430(W) AD(       ) 2
 NY0759  NAD 27      -  42 46 26.49900(N)    120 19 57.15500(W) AD(       ) 2
 NY0759  NGVD 29 (07/19/86) 1538.2    (m)         5047.     (f) VERT ANG    3  
 NY0759
 NY0759.Superseded values are not recommended for survey control.
 NY0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0759.See file dsdata.txt to determine how the superseded data were derived.
 NY0759
 NY0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGN1813439155(NAD 83)
 NY0759_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NY0759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0759_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NY0759
 NY0759  HISTORY     - Date     Condition        Report By
 NY0759  HISTORY     - 1948     MONUMENTED       CGS
 NY0759  HISTORY     - 1964     SEE DESCRIPTION  USGS
 NY0759
 NY0759                          STATION DESCRIPTION
 NY0759
 NY0759'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MTP)
 NY0759'STATION IS LOCATED ABOUT 20 MILES NORTH OF VALLEY FALLS, 12 MILES
 NY0759'NORTHEAST OF PAISLEY, AND 7 MILES NORTHWEST OF THE NORTH END OF
 NY0759'ABERT LAKE.  IN THE OPEN, SAGEBRUSH COVERED, PRAIRIE.
 NY0759'
 NY0759'THE STATION IS MARKED BY A STANDARD DISK SET IN A ROUND, CONCRETE
 NY0759'POST PROJECTING 4 INCHES ABOVE THE SURFACE.  IT IS 23 FEET SOUTH
 NY0759'OF CENTERLINE OF GRADED ROAD, AND IS STAMPED CHANDLER 1948.
 NY0759'
 NY0759'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A CONCRETE
 NY0759'CYLINDER PROJECTING 1 INCH ABOVE THE SURFACE.  IT IS 16 FEET
 NY0759'SOUTH OF CENTERLINE OF ROAD, AND IS STAMPED CHANDLER NO 1 1948.
 NY0759'
 NY0759'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A CONCRETE CYLINDER
 NY0759'FLUSH WITH THE SURFACE.  IT IS 33 FEET SOUTH OF CENTERLINE OF
 NY0759'ROAD, AND IS STAMPED CHANDLER NO 2 1948.
 NY0759'
 NY0759'THE AZIMUTH MARK IS A STANDARD DISK SET IN A CONCRETE CYLINDER
 NY0759'PROJECTING 2 INCHES ABOVE THE SURFACE, 18 FEET SOUTH OF CENTERLINE
 NY0759'OF GRADED ROAD, AND 2-1/2 FEET EAST OF A WITNESS POST.  IT IS
 NY0759'STAMPED CHANDLER 1948.
 NY0759'
 NY0759'TO REACH THE STATION FROM THE POST OFFICE IN PAISLEY, GO NORTH
 NY0759'ON STATE HIGHWAY NO. 31 FOR .7 MILES TO GRADED ROAD RIGHT, TURN
 NY0759'RIGHT, GOING 4 MILES TO FORK LEFT, TAKE LEFT FORK FOR 7.3 MILES
 NY0759'TO FORK RIGHT, TURN RIGHT, GOING 1.9 MILES TO FORK LEFT, GO LEFT
 NY0759'FOR 2.7 MILES TO AZIMUTH MARK ON RIGHT.  CONTINUE .4 MILE, AHEAD,
 NY0759'TO STATION SITE ON RIGHT SIDE OF ROAD.
 NY0759
 NY0759                          STATION RECOVERY (1964)
 NY0759
 NY0759'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 NY0759'STATION WAS RECOVERED.
 NY0759'
 NY0759'NEW TO REACH--FROM THE POST OFFICE IN PAISLEY, GO N ON STATE
 NY0759'HWY 31 0.7 MI TO GRADED RD RIGHT, TURN RIGHT, GOING 4 MI TO FORK
 NY0759'LEFT, TAKE LEFT FORK, GOING 5.7 MI TO FORK RIGHT, TURN RIGHT,
 NY0759'GOING 1.0 MI TO FORK RIGHT, TURN RIGHT, GOING 4.5 MI TO STATION
 NY0759'SITE ON RIGHT SIDE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1194 ***********************************************************************
 OA1194  DESIGNATION -  CHANNEL LIGHT 2
 OA1194  PID         -  OA1194
 OA1194  STATE/COUNTY-  OR/DOUGLAS
 OA1194  USGS QUAD   -  WINCHESTER BAY (1985)
 OA1194
 OA1194                         *CURRENT SURVEY CONTROL
 OA1194  ___________________________________________________________________
 OA1194* NAD 83(1991)-  43 43 40.54203(N)    124 09 25.64358(W)     ADJUSTED  
 OA1194* NAVD 88     -              **(meters)            **(feet)            
 OA1194  ___________________________________________________________________
 OA1194  LAPLACE CORR-          14.43  (seconds)                    DEFLEC99
 OA1194  GEOID HEIGHT-         -25.24  (meters)                     GEOID03
 OA1194  HORZ ORDER  -  THIRD
 OA1194
 OA1194.The horizontal coordinates were established by classical geodetic methods
 OA1194.and adjusted by the National Geodetic Survey in October 1991.
 OA1194
 OA1194
 OA1194.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1194
 OA1194.The geoid height was determined by GEOID03.
 OA1194
 OA1194;                    North         East     Units Scale Factor Converg.
 OA1194;SPC OR S     -   235,407.128 1,205,449.661   MT  0.99994223   -2 30 07.2
 OA1194;SPC OR S     -   772,333.10  3,954,887.34   iFT  0.99994223   -2 30 07.2
 OA1194;UTM  10      - 4,842,305.702   406,805.501   MT  0.99970683   -0 47 59.6
 OA1194
 OA1194                          SUPERSEDED SURVEY CONTROL
 OA1194
 OA1194  NAD 83(1986)-  43 43 40.54567(N)    124 09 25.69192(W) AD(       ) 4
 OA1194  NAD 27      -  43 43 41.13200(N)    124 09 21.28500(W) AD(       ) 3
 OA1194
 OA1194.Superseded values are not recommended for survey control.
 OA1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1194.See file dsdata.txt to determine how the superseded data were derived.
 OA1194
 OA1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP0680642306(NAD 83)
 OA1194
 OA1194  HISTORY     - Date     Condition        Report By
 OA1194  HISTORY     - 1928     MONUMENTED       CGS
 OA1194  HISTORY     - 1948     SEE DESCRIPTION  CGS
 OA1194
 OA1194                          STATION DESCRIPTION
 OA1194
 OA1194'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RAE)
 OA1194'THE LIGHT HAS BEEN DESTROYED.  REFERENCE TO IT SHOULD BE DELETED
 OA1194'FROM ALL RECORDS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1927 ***********************************************************************
 QE1927  DESIGNATION -  CHAPMAN
 QE1927  PID         -  QE1927
 QE1927  STATE/COUNTY-  OR/POLK
 QE1927  USGS QUAD   -  SALEM WEST (1986)
 QE1927
 QE1927                         *CURRENT SURVEY CONTROL
 QE1927  ___________________________________________________________________
 QE1927* NAD 83(1991)-  44 57 30.58217(N)    123 04 15.16419(W)     ADJUSTED  
 QE1927* NAVD 88     -       119.0    (meters)     390.     (feet)  VERTCON   
 QE1927  ___________________________________________________________________
 QE1927  LAPLACE CORR-          -6.98  (seconds)                    DEFLEC99
 QE1927  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 QE1927  HORZ ORDER  -  SECOND
 QE1927
 QE1927.The horizontal coordinates were established by classical geodetic methods
 QE1927.and adjusted by the National Geodetic Survey in October 1991.
 QE1927
 QE1927.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE1927.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE1927
 QE1927.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE1927
 QE1927.The geoid height was determined by GEOID03.
 QE1927
 QE1927;                    North         East     Units Scale Factor Converg.
 QE1927;SPC OR N     -   146,776.505 2,297,202.294   MT  0.99990128   -1 49 23.6
 QE1927;SPC OR N     -   481,550.21  7,536,752.93   iFT  0.99990128   -1 49 23.6
 QE1927;UTM  10      - 4,978,342.186   494,409.624   MT  0.99960038   -0 03 00.3
 QE1927
 QE1927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE1927!SPC OR N     -   0.99998491  x   0.99990128  =   0.99988619
 QE1927!UTM  10      -   0.99998491  x   0.99960038  =   0.99958529
 QE1927
 QE1927:                Primary Azimuth Mark                     Grid Az
 QE1927:SPC OR N     -  CURLY RM 3                               354 40 13.5
 QE1927:UTM  10      -  CURLY RM 3                               352 53 50.2
 QE1927
 QE1927|---------------------------------------------------------------------|
 QE1927| PID    Reference Object                     Distance      Geod. Az  |
 QE1927|                                                           dddmmss.s |
 QE1927| QE1937 CURLY RM 3                          APPROX. 4.4 KM 3525049.9 |
 QE1927|---------------------------------------------------------------------|
 QE1927
 QE1927                          SUPERSEDED SURVEY CONTROL
 QE1927
 QE1927  NAD 83(1986)-  44 57 30.60638(N)    123 04 15.17915(W) AD(       ) 2
 QE1927  NAD 27      -  44 57 31.17665(N)    123 04 10.82898(W) AD(       ) 2
 QE1927  NGVD 29 (07/19/86)  118.0    (m)          387.     (f) VERT ANG    3  
 QE1927
 QE1927.Superseded values are not recommended for survey control.
 QE1927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1927.See file dsdata.txt to determine how the superseded data were derived.
 QE1927
 QE1927_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ9441078342(NAD 83)
 QE1927_MARKER: Z = SEE DESCRIPTION
 QE1927_SETTING: 0 = UNSPECIFIED SETTING
 QE1927_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE1927
 QE1927  HISTORY     - Date     Condition        Report By
 QE1927  HISTORY     - 1972     MONUMENTED       OR1810
 QE1927  HISTORY     - 19961005 MARK NOT FOUND   USPSQD
 QE1927
 QE1927                          STATION DESCRIPTION
 QE1927
 QE1927'DESCRIBED BY CITY OF SALEM OREGON 1972 (LGH)
 QE1927'THE STATION IS ABOUT 2.25 MILES NORTHWEST OF SALEM IN THE SW 1/4
 QE1927'OF SEC. 16, T7S R3W.
 QE1927'
 QE1927'TO REACH THE STATION FROM THE INTERSECTION OF WALLACE ROAD AND
 QE1927'EDGEWATER STREET IN NORTHWEST SALEM GO NORTHWESTERLY ON WALLACE
 QE1927'ROAD 0.7 MILE TO THE INTERSECTION OF WALLACE ROAD AND ORCHARD
 QE1927'HEIGHTS ROAD, TURN LEFT ON ORCHARD HEIGHTS ROAD AND GO WESTERLY
 QE1927'1.25 MILES TO A DRIVEWAY ON THE LEFT, FOLLOW GRAVEL DRIVE PASSING
 QE1927'TO THE LEFT OF BARN 0.2 MILE TO TOP OF CHAPMAN HILL TO SMALL
 QE1927'METAL BUILDING.  STATION IS NORTHEASTERLY 200 FEET FROM NORTHEAST
 QE1927'CORNER OF BUILDING.
 QE1927'
 QE1927'THE STATION MARK IS A CITY OF SALEM BRASS DISK STAMPED CHAPMAN
 QE1927'1972, SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE POST AND
 QE1927'IS ABOUT LEVEL WITH THE GROUND SURFACE.  THE STATION IS 18.0 FEET
 QE1927'ESE OF A 2 FOOT FIR TREE, 25.6 FEET SE OF A TACK ON TOP OF A FIR
 QE1927'TREE STUMP, 25.3 FEET SW OF A TACK IN THE BASE OF A 2 FOOT FIR
 QE1927'TREE, AND 3 FEET NW OF A METAL WITNESS POST.  THE UNDERGROUND
 QE1927'MARK IS AN ALUMINUM CAP ON AN IRON ROD SET IN A 6 INCH
 QE1927'CYLINDRICAL CONCRETE POST ABOUT 36 INCHES BELOW THE GROUND
 QE1927'SURFACE.
 QE1927'
 QE1927'HEIGHT OF LIGHT ABOVE STATION MARK 1.48 METERS.
 QE1927
 QE1927                          STATION RECOVERY (1996)
 QE1927
 QE1927'RECOVERY NOTE BY US POWER SQUADRON 1996
 QE1927'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1282 ***********************************************************************
 NZ1282  DESIGNATION -  CHAPMAN CR
 NZ1282  PID         -  NZ1282
 NZ1282  STATE/COUNTY-  OR/JOSEPHINE
 NZ1282  USGS QUAD   -  HOLLAND (1996)
 NZ1282
 NZ1282                         *CURRENT SURVEY CONTROL
 NZ1282  ___________________________________________________________________
 NZ1282* NAD 83(1991)-  42 09 57.83938(N)    123 35 56.50748(W)     ADJUSTED  
 NZ1282* NAVD 88     -       687.7    (meters)    2256.     (feet)  VERTCON   
 NZ1282  ___________________________________________________________________
 NZ1282  LAPLACE CORR-           8.25  (seconds)                    DEFLEC99
 NZ1282  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 NZ1282  HORZ ORDER  -  THIRD
 NZ1282
 NZ1282.The horizontal coordinates were established by classical geodetic methods
 NZ1282.and adjusted by the National Geodetic Survey in October 1991.
 NZ1282
 NZ1282.The NAVD 88 height was computed by applying the VERTCON shift value to
 NZ1282.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NZ1282
 NZ1282.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ1282
 NZ1282.The geoid height was determined by GEOID03.
 NZ1282
 NZ1282;                    North         East     Units Scale Factor Converg.
 NZ1282;SPC OR S     -    60,214.475 1,243,958.268   MT  1.00004631   -2 07 12.7
 NZ1282;SPC OR S     -   197,554.05  4,081,227.91   iFT  1.00004631   -2 07 12.7
 NZ1282;SPC CA 1     -   815,777.400 1,867,849.669   MT  1.00016529   -1 02 44.1
 NZ1282;SPC CA 1     - 2,676,429.69  6,128,103.46   sFT  1.00016529   -1 02 44.1
 NZ1282;UTM  10      - 4,668,388.305   450,518.880   MT  0.99963013   -0 24 07.7
 NZ1282
 NZ1282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NZ1282!SPC OR S     -   0.99989608  x   1.00004631  =   0.99994239
 NZ1282!SPC CA 1     -   0.99989608  x   1.00016529  =   1.00006136
 NZ1282!UTM  10      -   0.99989608  x   0.99963013  =   0.99952625
 NZ1282
 NZ1282|---------------------------------------------------------------------|
 NZ1282| PID    Reference Object                     Distance      Geod. Az  |
 NZ1282|                                                           dddmmss.s |
 NZ1282| CD9195 CHAPMAN CR RM 1                       4.500 METERS 02745     |
 NZ1282| NZ1263 BOLAN MTN LOOKOUT HOUSE             APPROX.20.3 KM 1451211.4 |
 NZ1282| CD9196 CHAPMAN CR RM 2                       4.874 METERS 28844     |
 NZ1282|---------------------------------------------------------------------|
 NZ1282
 NZ1282                          SUPERSEDED SURVEY CONTROL
 NZ1282
 NZ1282  NAD 83(1986)-  42 09 57.83145(N)    123 35 56.50697(W) AD(       ) 3
 NZ1282  NAD 27      -  42 09 58.41970(N)    123 35 52.26620(W) AD(       ) 3
 NZ1282  NGVD 29 (07/19/86)  686.7    (m)         2253.     (f) VERT ANG    3  
 NZ1282
 NZ1282.Superseded values are not recommended for survey control.
 NZ1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1282.See file dsdata.txt to determine how the superseded data were derived.
 NZ1282
 NZ1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM5051968388(NAD 83)
 NZ1282
 NZ1282  HISTORY     - Date     Condition        Report By
 NZ1282  HISTORY     - 1952     MONUMENTED       CGS
 NZ1282
 NZ1282                          STATION DESCRIPTION
 NZ1282
 NZ1282'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 NZ1282'THE STATION IS LOCATED ON THE SOUTHWEST END AND NEAR THE HIGHEST
 NZ1282'POINT OF A LOW, TIMBERED NORTHEAST-SOUTHWEST RIDGE, ABOUT 8 MILES
 NZ1282'AIRLINE SOUTH OF SELMA, ABOUT 8 MILES AIRLINE NORTHEAST OF O BRIEN,
 NZ1282'AND ABOUT 3 MILES AIRLINE EAST OF CAVE JUNCTION.
 NZ1282'
 NZ1282'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 199 AND
 NZ1282'STATE HIGHWAY 46 AT THE SOUTH EDGE OF CAVE JUNCTION GO EAST ON
 NZ1282'STATE HIGHWAY 46 TOWARDS THE OREGON CAVES FOR 2.7 MILES TO A SIDE
 NZ1282'ROAD ON THE LEFT.  TURN LEFT AS PER SIGN, CHAPMAN CR. RD. AND
 NZ1282'GO 0.7 MILE TO A SIDE ROAD ON THE RIGHT, JUST BEFORE REACHING A
 NZ1282'FARM HOUSE.  TURN RIGHT AND GO ABOUT 50 YARDS TO A POLE GATE.
 NZ1282'PASS THROUGH THE GATE AND GO 0.45 MILE TO A CREEK.  CROSS THE
 NZ1282'CREEK AND GO 0.9 MILE TO A 14-INCH OAK TREE WITH A TRIANGULAR
 NZ1282'BLAZE ON THE RIGHT.  PACK ABOUT 15 MINUTES SOUTH TO THE TOP OF
 NZ1282'A RIDGE THEN SOUTHWEST ALONG THE RIDGE TO THE SOUTHWEST END
 NZ1282'OF THE RIDGE AND THE STATION.
 NZ1282'
 NZ1282'THE STATION MARK IS A STANDARD DISK STAMPED, CHAPMAN CR 1952
 NZ1282'BRAZED TO THE TOP OF A 1-1/2-INCH IRON PIPE THAT PROJECTS 1 FOOT
 NZ1282'ABOVE THE GROUND.  IT IS 75 FEET SOUTHWEST OF AN 18-INCH OAK TREE
 NZ1282'WITH A TRIANGULAR BLAZE THAT IS AT THE HIGHEST POINT OF THE
 NZ1282'RIDGE.
 NZ1282'
 NZ1282'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED, CHAPMAN CR
 NZ1282'NO 1 1952 BRAZED TO THE TOP OF A 1-1/2-INCH IRON PIPE THAT
 NZ1282'PROJECTS 10 INCHES ABOVE THE GROUND AND IS THE SAME ELEVATION AS
 NZ1282'THE STATION.
 NZ1282'
 NZ1282'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED, CHAPMAN CR
 NZ1282'NO 2 1952 BRAZED TO THE TOP OF A 1-1/2-INCH IRON PIPE THAT
 NZ1282'PROJECTS 18 INCHES ABOVE THE GROUND AND IS 1 FOOT LOWER THAN THE
 NZ1282'STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1577 ***********************************************************************
 OA1577  DESIGNATION -  CHARLESTON 2
 OA1577  PID         -  OA1577
 OA1577  STATE/COUNTY-  OR/COOS
 OA1577  USGS QUAD   -  CHARLESTON (1970)
 OA1577
 OA1577                         *CURRENT SURVEY CONTROL
 OA1577  ___________________________________________________________________
 OA1577* NAD 83(1991)-  43 20 47.69665(N)    124 19 43.57753(W)     ADJUSTED  
 OA1577* NAVD 88     -        16.     (meters)      52.     (feet)  SCALED    
 OA1577  ___________________________________________________________________
 OA1577  LAPLACE CORR-          15.03  (seconds)                    DEFLEC99
 OA1577  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 OA1577  HORZ ORDER  -  THIRD
 OA1577
 OA1577.The horizontal coordinates were established by classical geodetic methods
 OA1577.and adjusted by the National Geodetic Survey in October 1991.
 OA1577
 OA1577.The orthometric height was scaled from a topographic map.
 OA1577
 OA1577.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1577
 OA1577.The geoid height was determined by GEOID03.
 OA1577
 OA1577;                    North         East     Units Scale Factor Converg.
 OA1577;SPC OR S     -   193,704.013 1,189,698.082   MT  0.99989942   -2 37 10.0
 OA1577;SPC OR S     -   635,511.85  3,903,208.93   iFT  0.99989942   -2 37 10.0
 OA1577;UTM  10      - 4,800,160.628   392,304.174   MT  0.99974267   -0 54 43.8
 OA1577
 OA1577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1577!SPC OR S     -   1.00000161  x   0.99989942  =   0.99990103
 OA1577!UTM  10      -   1.00000161  x   0.99974267  =   0.99974428
 OA1577
 OA1577:                Primary Azimuth Mark                     Grid Az
 OA1577:SPC OR S     -  CURVE                                    010 25 21.4
 OA1577:UTM  10      -  CURVE                                    008 42 55.2
 OA1577
 OA1577|---------------------------------------------------------------------|
 OA1577| PID    Reference Object                     Distance      Geod. Az  |
 OA1577|                                                           dddmmss.s |
 OA1577| OA1570 CURVE                               APPROX. 1.2 KM 0074811.4 |
 OA1577|---------------------------------------------------------------------|
 OA1577
 OA1577                          SUPERSEDED SURVEY CONTROL
 OA1577
 OA1577  NAD 83(1986)-  43 20 47.69184(N)    124 19 43.62567(W) AD(       ) 3
 OA1577  NAD 27      -  43 20 48.29500(N)    124 19 39.20400(W) AD(       ) 3
 OA1577
 OA1577.Superseded values are not recommended for survey control.
 OA1577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1577.See file dsdata.txt to determine how the superseded data were derived.
 OA1577
 OA1577_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCP9230400161(NAD 83)
 OA1577
 OA1577  HISTORY     - Date     Condition        Report By
 OA1577  HISTORY     - 1889     MONUMENTED       CGS
 OA1577  HISTORY     - 1948     SEE DESCRIPTION  CGS
 OA1577
 OA1577                          STATION DESCRIPTION
 OA1577
 OA1577'DESCRIBED BY COAST AND GEODETIC SURVEY 1889 (EFD)
 OA1577'STATION IS ON A BLUFF AT THE S SIDE OF THE ENTRANCE TO COOS
 OA1577'BAY.  THE STATION IS MARKED BY A BOTTLE BURIED 2 FEET AND AT THE
 OA1577'SURFACE BY A WOODEN STAKE WITH A COPPER TACK.  THERE IS A BLAZED
 OA1577'CEDAR TREE DISTANT 12.5 METERS.
 OA1577
 OA1577                          STATION RECOVERY (1948)
 OA1577
 OA1577'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RAE)
 OA1577'A THOROUGH SEARCH WAS MADE FOR THE STATION IN THE AREA INDICATED
 OA1577'BY THE GEOGRAPHIC POSITION, BUT NO TRACE OF A MARK COULD BE
 OA1577'FOUND.  IT IS RECOMMENDED THAT THIS STATION BE CLASSIFIED AS LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1576 ***********************************************************************
 OA1576  DESIGNATION -  CHARLESTON 2 RESET
 OA1576  PID         -  OA1576
 OA1576  STATE/COUNTY-  OR/COOS
 OA1576  USGS QUAD   -  CHARLESTON (1970)
 OA1576
 OA1576                         *CURRENT SURVEY CONTROL
 OA1576  ___________________________________________________________________
 OA1576* NAD 83(1991)-  43 20 48.88983(N)    124 19 44.31683(W)     ADJUSTED  
 OA1576* NAVD 88     -        16.5    (meters)      54.     (feet)  VERTCON   
 OA1576  ___________________________________________________________________
 OA1576  LAPLACE CORR-          15.03  (seconds)                    DEFLEC99
 OA1576  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 OA1576  HORZ ORDER  -  SECOND
 OA1576
 OA1576.The horizontal coordinates were established by classical geodetic methods
 OA1576.and adjusted by the National Geodetic Survey in October 1991.
 OA1576
 OA1576.The NAVD 88 height was computed by applying the VERTCON shift value to
 OA1576.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OA1576
 OA1576.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1576
 OA1576.The geoid height was determined by GEOID03.
 OA1576
 OA1576;                    North         East     Units Scale Factor Converg.
 OA1576;SPC OR S     -   193,741.554 1,189,683.133   MT  0.99989944   -2 37 10.5
 OA1576;SPC OR S     -   635,635.02  3,903,159.89   iFT  0.99989944   -2 37 10.5
 OA1576;UTM  10      - 4,800,197.701   392,288.116   MT  0.99974271   -0 54 44.3
 OA1576
 OA1576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1576!SPC OR S     -   1.00000155  x   0.99989944  =   0.99990099
 OA1576!UTM  10      -   1.00000155  x   0.99974271  =   0.99974426
 OA1576
 OA1576:                Primary Azimuth Mark                     Grid Az
 OA1576:SPC OR S     -  NORTH JETTY WHARF LIGHT                  027 03 28.7
 OA1576:UTM  10      -  NORTH JETTY WHARF LIGHT                  025 21 02.5
 OA1576
 OA1576|---------------------------------------------------------------------|
 OA1576| PID    Reference Object                     Distance      Geod. Az  |
 OA1576|                                                           dddmmss.s |
 OA1576| OA1587 NORTH JETTY WHARF LIGHT             APPROX. 1.5 KM 0242618.2 |
 OA1576| OA1604 SOUTH SLOUGH CHAN DBCN 1            APPROX. 1.2 KM 0430254.3 |
 OA1576| OA1578 COOS BAY PULP CORP STACK            APPROX. 4.2 KM 0431244.1 |
 OA1576| OA1614 COOS BAY INSIDE RNG F LT            413.682 METERS 0434319.9 |
 OA1576| OA1569 COOS BAY ENTRANCE RANGE F BCN       412.755 METERS 0434724.9 |
 OA1576| OA1605 SOUTH SLOUGH CHAN LT 2              APPROX. 1.1 KM 0511456.3 |
 OA1576| OA1611 COOS BAY INSIDE RNG R LT            259.005 METERS 05714     |
 OA1576| CD9676 CHARLESTON 2 RM 1                     6.710 METERS 19704     |
 OA1576| CD9677 CHARLESTON 2 RM 2                     7.162 METERS 25730     |
 OA1576|---------------------------------------------------------------------|
 OA1576
 OA1576                          SUPERSEDED SURVEY CONTROL
 OA1576
 OA1576  NAD 83(1986)-  43 20 48.88503(N)    124 19 44.36500(W) AD(       ) 2
 OA1576  NAD 27      -  43 20 49.48600(N)    124 19 39.93600(W) AD(       ) 2
 OA1576  NGVD 29 (07/19/86)   15.4    (m)           51.     (f) VERT ANG    3  
 OA1576
 OA1576.Superseded values are not recommended for survey control.
 OA1576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1576.See file dsdata.txt to determine how the superseded data were derived.
 OA1576
 OA1576_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCP9228800198(NAD 83)
 OA1576_MARKER: DS = TRIANGULATION STATION DISK
 OA1576_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OA1576_SP_SET: METAL PIPE IN CONCRETE
 OA1576_MAGNETIC: P = MARKER IS A STEEL PIPE
 OA1576
 OA1576  HISTORY     - Date     Condition        Report By
 OA1576  HISTORY     - 1945     MONUMENTED       USE
 OA1576  HISTORY     - 1967     SEE DESCRIPTION  CGS
 OA1576  HISTORY     - 1970     SEE DESCRIPTION  NGS
 OA1576  HISTORY     - 1974     SEE DESCRIPTION  NGS
 OA1576  HISTORY     - 1977     GOOD             NOS
 OA1576  HISTORY     - 20010929 MARK NOT FOUND   USPSQD
 OA1576
 OA1576                          STATION DESCRIPTION
 OA1576
 OA1576'DESCRIBED BY US ENGINEERS 1945 (KGC)
 OA1576'THE STATION WAS FOUND IN GOOD CONDITION AND WAS MARKED BY
 OA1576'A THREE-CORNERED CONCRETE POST 8 INCHES ON A SIDE WITH AN IRON
 OA1576'PIPE IN THE CENTER.
 OA1576'
 OA1576'STATION IS LOCATED ON THE TOP OF THE BLUFF, ON THE S SIDE OF THE
 OA1576'ENTRANCE TO COOS BAY, AND ABOUT 600 METERS E OF COOS HEAD.  ON
 OA1576'THE POINT OF THE BLUFF, 100 FEET SE OF THE LIVING QUARTERS OF THE
 OA1576'COOS BAY COAST GUARD, 10 FEET S OF EDGE OF BLUFF, 60 FEET NW
 OA1576'OF POWER-LINE POLE, AND 20 FEET W OF THE RANGE OF COOS BAY FRONT
 OA1576'ENTRANCE RANGE AND COOS BAY PULP CORPORATION STACK.
 OA1576'
 OA1576'STATION WAS REMARKED BY SAWING OFF THE PIPE AND CEMENTING A
 OA1576'BRONZE DISK IN IT FLUSH WITH THE CONCRETE POST.  DISK IS STAMPED
 OA1576'CHARLESTON 2 USE 1945 AND PROJECTS 6 INCHES.
 OA1576'
 OA1576'REFERENCE MARK IS IN TRAIL, E OF STATION, AND 40 FEET WNW OF
 OA1576'POWER POLE.  IT IS A BRONZE REFERENCE DISK SET IN CONCRETE.  IT
 OA1576'PROJECTS 4 INCHES AND IS STAMPED CHARLESTON 2 1945.
 OA1576'
 OA1576'TO REACH STATION FROM THE S END OF HIGHWAY BRIDGE OVER SOUTH
 OA1576'SLOUGH, TURN RIGHT AND GO 0.5 MILE TO FORKS AT OLD COAST GUARD
 OA1576'BARRACKS, TAKE LEFT FORK AND GO 0.1 MILE TO OPENING AND OLD ROAD
 OA1576'LEADING TO ABANDONED HOUSE ON RIGHT JUST BEFORE REACHING LEFT
 OA1576'TURN ON HILL.  FOLLOW OLD ROAD ABOUT 100 FEET TO HOUSE, THEN
 OA1576'WALK E ABOUT 100 FEET ACROSS GARDEN, FROM HERE A TRAIL LEADS N
 OA1576'TO EDGE OF BLUFF AND W AROUND BLUFF TO STATION.
 OA1576'
 OA1576'OBSERVATIONS INDICATE THIS IS NOT THE 1889 STATION CHARLESTON 2.
 OA1576'
 OA1576'LETTER FROM DISTRICT ENGINEER, PORTLAND DISTRICT, PORTLAND,
 OA1576'OREGON, DATED OCTOBER 11, 1945--
 OA1576'
 OA1576'RECORDS SHOW THAT THE STATION WAS ESTABLISHED IN 1889.  IT LATER
 OA1576'WAS LOST AND A NEW STATION SET BY THE ENGINEERS.  IT CONSISTS OF
 OA1576'A SMALL TRIANGULAR-SHAPED MOULD OF CONCRETE WITH A SMALL PIPE
 OA1576'FOR THE CENTER MARK.
 OA1576
 OA1576                          STATION RECOVERY (1967)
 OA1576
 OA1576'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 OA1576'THE STATION MARK, A STANDARD DISK, STAMPED CHARLESTON 2 USE 1945
 OA1576'AND THE REFERENCE MARK, A STANDARD DISK, STAMPED CHARLESTON 2
 OA1576'1945 WERE RECOVERED AS DESCRIBED.  A HYDROGRAPHIC SIGNAL NOW
 OA1576'STANDS OVER THE STATION AND A WITNESS SIGN WAS NAILED ON THE
 OA1576'SIGNAL.
 OA1576
 OA1576                          STATION RECOVERY (1970)
 OA1576
 OA1576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 OA1576'THE STATION MARK, AND REFERENCE MARK NO. 1 WERE RECOVERED IN
 OA1576'GOOD CONDITION.  REFERENCE MARK NO. 2 WAS ESTABLISHED.  A NEW
 OA1576'AND COMPLETE DESCRIPTION FOLLOWS.
 OA1576'
 OA1576'THE STATION IS 1/2 MILE NORTHWEST OF CHARLESTON, ON THE POINT
 OA1576'OF A BLUFF OVERLOOKING THE BAY ON LAND OWNED BY THE UNIVERSITY
 OA1576'OF OREGON.
 OA1576'
 OA1576'TO REACH THE STATION FROM THE CHARLESTON POST OFFICE GO WEST ON
 OA1576'BROADWAY AVENUE FOR 0.5 MILE TO A MACADAM SIDE ROAD LEFT, TURN
 OA1576'LEFT, AND GO SOUTH, AND WEST FOR 0.15 MILE TO A BARRICADED,
 OA1576'ABANDONED DRIVEWAY ON THE RIGHT, AND THE END OF TRUCK TRAVEL.
 OA1576'PACK NORTHEAST UP THE DRIVEWAY, THEN EAST AND NORTH ON A CLEARED
 OA1576'TRAIL ON THE TOP OF THE BLUFF TO THE STATION.  LENGTH OF PACK IS
 OA1576'500 FEET.
 OA1576'
 OA1576'THE STATION MARK, STAMPED CHARLESTON 2 USE 1945, IS A STANDARD
 OA1576'DISK SET IN A TRIANGULAR BLOCK OF CONCRETE THAT IS 8-INCHES ON A
 OA1576'SIDE AND PROJECTS 2 INCHES.  IT IS 8 FEET SOUTH OF THE TOP OF
 OA1576'THE BLUFF, 8 FEET WEST OF THE TOP OF THE BLUFF, AND UNDER A HYDRO
 OA1576'SIGNAL WITH A WITNESS SIGN NAILED ON IT.
 OA1576'
 OA1576'REFERENCE MARK NO. 1, STAMPED CHARLESTON 2 1945, IS A STANDARD
 OA1576'DISK SET IN A 6-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2
 OA1576'INCHES, 22 FEET SOUTH OF THE HYDRO SIGNAL, AND 4 FEET WEST OF
 OA1576'THE TOP OF THE BLUFF.
 OA1576'
 OA1576'REFERENCE MARK NO. 2, STAMPED CHARLESTON 2 USE 1945 NO 2 1970,
 OA1576'IS A STANDARD DISK BRAZED TO A 4-FOOT LENGTH OF 2-INCH PIPE THAT
 OA1576'IS SET IN A CONCRETE BASE, AND PROJECTS 8 INCHES, 24 FEET
 OA1576'WEST-SOUTHWEST OF THE HYDRO SIGNAL, 1 FOOT SOUTHEAST OF A METAL
 OA1576'WITNESS POST, AND 2 FEET HIGHER THAN THE STATION.
 OA1576
 OA1576                          STATION RECOVERY (1974)
 OA1576
 OA1576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RBM)
 OA1576'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 OA1576'CONDITION.  THE RECOVERY NOTE OF 1970 IS CORRECT.
 OA1576'
 OA1576'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OA1576'1/2 MILE NW OF CHARLESTON.
 OA1576
 OA1576                          STATION RECOVERY (1977)
 OA1576
 OA1576'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1977 (RBM)
 OA1576'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 OA1576'IN 1970.  THE HYDRO SIGNAL THAT WAS REPORTED TO HAVE BEEN
 OA1576'OVER THE STATION HAS BEEN REMOVED.
 OA1576'
 OA1576'HEIGHT OF THE SIGNAL WAS 2.0 METERS.
 OA1576
 OA1576                          STATION RECOVERY (2001)
 OA1576
 OA1576'RECOVERY NOTE BY US POWER SQUADRON 2001 (EHR)
 OA1576'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2080 ***********************************************************************
 RC2080  DESIGNATION -  CHARLIE
 RC2080  PID         -  RC2080
 RC2080  STATE/COUNTY-  OR/WASCO
 RC2080  USGS QUAD   -  THE DALLES NORTH (1994)
 RC2080
 RC2080                         *CURRENT SURVEY CONTROL
 RC2080  ___________________________________________________________________
 RC2080* NAD 83(1991)-  45 39 43.04237(N)    121 13 29.47549(W)     ADJUSTED  
 RC2080* NAVD 88     -       123.     (meters)     404.     (feet)  SCALED    
 RC2080  ___________________________________________________________________
 RC2080  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 RC2080  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 RC2080  HORZ ORDER  -  SECOND
 RC2080
 RC2080.The horizontal coordinates were established by classical geodetic methods
 RC2080.and adjusted by the National Geodetic Survey in October 1991.
 RC2080
 RC2080.The orthometric height was scaled from a topographic map.
 RC2080
 RC2080.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2080
 RC2080.The geoid height was determined by GEOID03.
 RC2080
 RC2080;                    North         East     Units Scale Factor Converg.
 RC2080;SPC OR N     -   221,976.619 2,443,514.061   MT  0.99993162   -0 30 50.6
 RC2080;SPC OR N     -   728,269.75  8,016,778.42   iFT  0.99993162   -0 30 50.6
 RC2080;SPC WA S     -    36,786.660   443,507.793   MT  1.00004325   -0 31 35.5
 RC2080;SPC WA S     -   120,690.90  1,455,075.15   sFT  1.00004325   -0 31 35.5
 RC2080;UTM  10      - 5,058,022.050   638,287.811   MT  0.99983511   +1 16 11.4
 RC2080
 RC2080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2080!SPC OR N     -   0.99998407  x   0.99993162  =   0.99991569
 RC2080!SPC WA S     -   0.99998407  x   1.00004325  =   1.00002732
 RC2080!UTM  10      -   0.99998407  x   0.99983511  =   0.99981918
 RC2080
 RC2080:                Primary Azimuth Mark                     Grid Az
 RC2080:SPC OR N     -  BPA THE DALLES GOLDENDALE TR C           126 51 16.7
 RC2080:SPC WA S     -  BPA THE DALLES GOLDENDALE TR C           126 52 01.6
 RC2080:UTM  10      -  BPA THE DALLES GOLDENDALE TR C           125 04 14.7
 RC2080
 RC2080|---------------------------------------------------------------------|
 RC2080| PID    Reference Object                     Distance      Geod. Az  |
 RC2080|                                                           dddmmss.s |
 RC2080| RC2089 BPA THE DALLES GOLDENDALE TR C      APPROX. 2.6 KM 1262026.1 |
 RC2080| CF4210 CHARLIE RM 2                         12.990 METERS 17445     |
 RC2080| RC2079 PORTLAND SPOKANE AWY BCN 74 MI        7.623 METERS 22809     |
 RC2080| CF4209 CHARLIE RM 1                          5.975 METERS 24951     |
 RC2080| RC0965 OPAL                                APPROX. 1.4 KM 3024821.9 |
 RC2080| CF3906 PHOTO TIE 2 POINT OF CLIFF            4.420 METERS 30552     |
 RC2080|---------------------------------------------------------------------|
 RC2080
 RC2080                          SUPERSEDED SURVEY CONTROL
 RC2080
 RC2080  NAD 83(1986)-  45 39 43.05496(N)    121 13 29.46538(W) AD(       ) 2
 RC2080  NAD 27      -  45 39 43.61200(N)    121 13 25.21300(W) AD(       ) 2
 RC2080
 RC2080.Superseded values are not recommended for survey control.
 RC2080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2080.See file dsdata.txt to determine how the superseded data were derived.
 RC2080
 RC2080_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR3828858022(NAD 83)
 RC2080_MARKER: Z = SEE DESCRIPTION
 RC2080_SETTING: 0 = UNSPECIFIED SETTING
 RC2080
 RC2080  HISTORY     - Date     Condition        Report By
 RC2080  HISTORY     - 1939     MONUMENTED       CGS
 RC2080  HISTORY     - 1949     SEE DESCRIPTION  CGS
 RC2080  HISTORY     - 1957     SEE DESCRIPTION  CGS
 RC2080  HISTORY     - 1972     SEE DESCRIPTION  NGS
 RC2080
 RC2080                          STATION DESCRIPTION
 RC2080
 RC2080'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (WMS)
 RC2080'STATION IS ON THE EDGE OF A CLIFF, ON LAND OWNED BY
 RC2080'J.D. SIMONELLE, 25 FEET NE OF AIRWAY BEACON 74 R.
 RC2080'
 RC2080'STATION MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN SOLID
 RC2080'ROCK, ABOUT 6 FEET SW OF THE EDGE OF THE CLIFF.
 RC2080'
 RC2080'REFERENCE MARKS ARE STANDARD DISKS WITH ARROWS POINTING TOWARD
 RC2080'STATION CEMENTED IN DRILL HOLES IN ROCK.
 RC2080'
 RC2080'STATION IS REACHED AS FOLLOWS--FROM POST OFFICE AT THE DALLES
 RC2080'GO W ON U.S. HIGHWAY 30, 4.95 MILES TO MILEPOST 86.  CONTINUE 1/4
 RC2080'MILE TO DIM ROAD LEADING LEFT AT END OF WHITE GUARD FENCE.  FOLLOW
 RC2080'DIM ROAD ABOUT 1/2 MILE TO TOP OF RIDGE, AT A POINT ABOUT 100
 RC2080'YARDS SE OF AIRWAY BEACON 74 R, PASSING THROUGH GATE AND AROUND
 RC2080'MR. SIMONELLES HOUSE AND BARNS AT ABOUT 0.2 MILE.
 RC2080
 RC2080                          STATION RECOVERY (1949)
 RC2080
 RC2080'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (HJH)
 RC2080'ALL MARKS RECOVERED IN GOOD CONDITION.
 RC2080'
 RC2080'STATION IS ON THE EDGE OF A CLIFF, ON LAND OWNED BY
 RC2080'J.D. SIMONELLE.  IT IS APPROXIMATELY 5.0 MILES NW OF THE DALLES,
 RC2080'AND ABOUT 1/4 MILE SW OF SQUALLY POINT NAVIGATION LIGHT.  IT IS
 RC2080'APPROXIMATELY 700 FEET IN ELEVATION ABOVE THE HIGH-WATER MARK OF
 RC2080'THE COLUMBIA RIVER.  IT IS 25 FEET NE OF REMAINS OF AIRWAY BEACON
 RC2080'74-R (NOW DISMANTLED).  IT IS DIRECTLY ABOVE A GREEN TIN-ROOFED
 RC2080'BARN.
 RC2080'
 RC2080'STATION MARK IS A BRONZE DISK CEMENTED IN DRILL HOLE IN SOLID
 RC2080'ROCK, ABOUT 6 FEET SW OF THE EDGE OF THE CLIFF, STAMPED CHARLIE
 RC2080'1939.
 RC2080'
 RC2080'R.M. 1 IS A BRONZE DISK CEMENTED IN DRILL HOLE IN SOLID ROCK,
 RC2080'STAMPED CHARLIE NO. 1 1939.
 RC2080'
 RC2080'R.M. 2 IS A BRONZE DISK CEMENTED IN DRILL HOLE IN SOLID ROCK,
 RC2080'STAMPED CHARLIE NO. 2 1939.
 RC2080'
 RC2080'STATION CAN BE REACHED AS FOLLOWS--FROM POST OFFICE AT THE
 RC2080'DALLES, GO W ON U.S. HIGHWAY 30, 4.95 MILES, TO HIGHWAY MILEPOST
 RC2080'86.  CONTINUE 1/4 MILE TO DIM ROAD LEADING LEFT AT END OF WHITE
 RC2080'GUARD FENCE.  PARK TRUCK NEAR A WIRE GATE.  WALK SW ALONG SLOPE
 RC2080'OF HILL TO PROMINENT ROCK CLIFF AND STATION.  DIM ROAD MENTIONED
 RC2080'IN ORIGINAL DESCRIPTION IS NO LONGER IN USE.
 RC2080'
 RC2080'DISTANCES CHECKED BUT NO CHECK MADE ON DIRECTIONS AT THIS TIME.
 RC2080
 RC2080                          STATION RECOVERY (1957)
 RC2080
 RC2080'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 RC2080'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 RC2080'DESCRIBED AND IN GOOD CONDITION.  A DIFFERENCE IN THE DISTANCE TO
 RC2080'REFERENCE MARK 2 WAS NOTED IN THE FIELD.
 RC2080'
 RC2080'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 30 AND CHENOWETH LOOP
 RC2080'ROAD, 2.2 MI. NW OF THE DALLES POST OFFICE, GO W ON THE OLD ROUTE
 RC2080'OF U.S. HIGHWAY 30 FOR 2.2 MI. TO THE JUNCTION WITH THE DALLES
 RC2080'COUNTRY CLUB ROAD ON THE LEFT.  CONTINUE W ON THE OLD HIGHWAY FOR
 RC2080'0.65 MI. TO A TRACK ROAD LEFT (JUST AFTER PASSING A GRAVEL PIT
 RC2080'ON THE LEFT).  TURN LEFT AND FOLLOW THE TRACK ROAD FOR 0.25 MI.
 RC2080'TO A HOUSE CONSTRUCTED OF CONCRETE BLOCKS ON THE RIGHT.  CONTINUE
 RC2080'S FOR 75 YD. TO A TRACK ROAD ON THE RIGHT.  TURN RIGHT (PAST
 RC2080'THE S SIDE OF A BARN) FOR 100 YD., THENCE TURN RIGHT AND GO NW
 RC2080'FOR ABOUT 100 YD. TO THE END OF TRUCK TRAVEL AT A CONCRETE
 RC2080'TANK.  PACK NW FOR ABOUT 1/4 MI. TO THE POINT OF THE RIM AND
 RC2080'STATION.  THIS IS ABOUT A 10-MINUTE PACK.
 RC2080'
 RC2080'THE PROPERTY IS NOW OWNED BY A MR. TOOLEY.
 RC2080
 RC2080                          STATION RECOVERY (1972)
 RC2080
 RC2080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 RC2080'THE STATION MARK, AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 RC2080'CONDITION AS DESCRIBED.  AN ALTERNATE TO REACH, AND A NEW BOX
 RC2080'SCORE FOLLOWS.
 RC2080'
 RC2080'TO REACH THE STATION FROM THE DALLES POST OFFICE GO WEST ON
 RC2080'U.S. HIGHWAY 30 FOR 2.8 MILES TO THE BRIDGE OVER CHENOWETH CREEK,
 RC2080'CONTINUE WEST ON THE HIGHWAY FOR 1.8 MILES TO COUNTRY CLUB ROAD ON
 RC2080'THE LEFT, CONTINUE WEST ON U.S. HIGHWAY 30 FOR 0.65 MILE TO A SIDE
 RC2080'ROAD LEFT, JUST AFTER PASSING A GRAVEL PIT ON THE LEFT, TURN
 RC2080'LEFT, AND GO NORTH AND WEST ON THE MAIN TRAVELED ROAD FOR 0.3
 RC2080'MILE TO A FORK, TAKE THE RIGHT FORK, AND GO NORTHEAST FOR 0.1
 RC2080'MILE TO THE END OF TRUCK TRAVEL AT A MOBILE HOME, AND CONCRETE
 RC2080'RESERVOIR.  PACK NORTHWEST, AND NORTH TO THE ROCKY
 RC2080'POINT ON THE EDGE OF THE RIM, AND STATION.  LENGTH OF PACK IS
 RC2080'10 MINUTES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD4221 ***********************************************************************
 RD4221  FBN         -  This is a Federal Base Network Control Station.
 RD4221  DESIGNATION -  CHAS
 RD4221  PID         -  RD4221
 RD4221  STATE/COUNTY-  OR/WASHINGTON
 RD4221  USGS QUAD   -  HILLSBORO (1990)
 RD4221
 RD4221                         *CURRENT SURVEY CONTROL
 RD4221  ___________________________________________________________________
 RD4221* NAD 83(2007)-  45 31 27.75910(N)    122 59 27.42424(W)     ADJUSTED  
 RD4221* NAVD 88     -        59.10   (meters)     193.9    (feet)  N HEIGHT  
 RD4221  ___________________________________________________________________
 RD4221  EPOCH DATE  -        2007.00
 RD4221  X           -  -2,437,331.094 (meters)                     COMP
 RD4221  Y           -  -3,754,458.750 (meters)                     COMP
 RD4221  Z           -   4,528,393.717 (meters)                     COMP
 RD4221  LAPLACE CORR-          -5.09  (seconds)                    DEFLEC99
 RD4221  ELLIP HEIGHT-          36.305 (meters)          (02/10/07) ADJUSTED
 RD4221  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 RD4221  DYNAMIC HT  -          59.10  (meters)     193.9   (feet)  COMP
 RD4221
 RD4221  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 RD4221  Type    PID    Designation                      North   East  Ellip
 RD4221  -------------------------------------------------------------------
 RD4221  NETWORK RD4221 CHAS                              0.33   0.24   0.90
 RD4221  -------------------------------------------------------------------
 RD4221  MODELED GRAV-     980,594.0   (mgal)                       NAVD 88
 RD4221
 RD4221  VERT ORDER  -  THIRD
 RD4221
 RD4221.The horizontal coordinates were established by GPS observations
 RD4221.and adjusted by the National Geodetic Survey in February 2007.
 RD4221
 RD4221.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 RD4221.See www.ngs.noaa.gov/NationalReadjustment for more information.
 RD4221.The horizontal coordinates are valid at the epoch date displayed above.
 RD4221.The epoch date for horizontal control is a decimal equivalence
 RD4221.of Year/Month/Day.
 RD4221
 RD4221.The orthometric height was determined by differential leveling
 RD4221.and adjusted in April 1995.
 RD4221.The height was determined by precise leveling from only one NSRS
 RD4221.bench mark.  This was not adequate "tie leveling" to NSRS and was
 RD4221.allowed ONLY to validate the GPS-derived height.
 RD4221
 RD4221.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RD4221
 RD4221.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD4221
 RD4221.The ellipsoidal height was determined by GPS observations
 RD4221.and is referenced to NAD 83.
 RD4221
 RD4221.The geoid height was determined by GEOID03.
 RD4221
 RD4221.The dynamic height is computed by dividing the NAVD 88
 RD4221.geopotential number by the normal gravity value computed on the
 RD4221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD4221.degrees latitude (g = 980.6199 gals.).
 RD4221
 RD4221.The modeled gravity was interpolated from observed gravity values.
 RD4221
 RD4221;                    North         East     Units Scale Factor Converg.
 RD4221;SPC OR N     -   209,432.977 2,305,443.709   MT  0.99991382   -1 45 59.6
 RD4221;SPC OR N     -   687,116.07  7,563,791.70   iFT  0.99991382   -1 45 59.6
 RD4221;UTM  10      - 5,041,204.822   500,706.650   MT  0.99960001   +0 00 23.2
 RD4221
 RD4221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD4221!SPC OR N     -   0.99999431  x   0.99991382  =   0.99990813
 RD4221!UTM  10      -   0.99999431  x   0.99960001  =   0.99959432
 RD4221
 RD4221                          SUPERSEDED SURVEY CONTROL
 RD4221
 RD4221  NAD 83(1998)-  45 31 27.75671(N)    122 59 27.42525(W) AD(       ) A
 RD4221  ELLIP H (03/21/00)   36.305  (m)                       GP(       ) 3 2
 RD4221  NAD 83(1998)-  45 31 27.75620(N)    122 59 27.42658(W) AD(       ) B
 RD4221  ELLIP H (07/02/97)   36.324  (m)                       GP(       ) 3 1
 RD4221  NAD 83(1991)-  45 31 27.75482(N)    122 59 27.42615(W) AD(       ) B
 RD4221  ELLIP H (02/25/91)   36.483  (m)                       GP(       ) 4 1
 RD4221  NAVD 88 (07/02/97)   59.10   (m)          193.9    (f) LEVELING    3  
 RD4221  NGVD 29 (??/??/??)   58.04   (m)          190.4    (f) N HEIGHT    3  
 RD4221
 RD4221.Superseded values are not recommended for survey control.
 RD4221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4221.See file dsdata.txt to determine how the superseded data were derived.
 RD4221
 RD4221_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER0070741205(NAD 83)
 RD4221_MARKER: DH = HORIZONTAL CONTROL DISK
 RD4221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD4221_SP_SET: CONCRETE POST
 RD4221_STAMPING: CHAS 1989
 RD4221_MARK LOGO: ORDT  
 RD4221_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD4221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD4221+STABILITY: SURFACE MOTION
 RD4221_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD4221+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2006
 RD4221
 RD4221  HISTORY     - Date     Condition        Report By
 RD4221  HISTORY     - 1989     MONUMENTED       ORDT
 RD4221  HISTORY     - 19900521 GOOD
 RD4221  HISTORY     - 19960820 GOOD             CHANCE
 RD4221  HISTORY     - 19980416 GOOD             OR-067
 RD4221  HISTORY     - 19981010 GOOD             NGS
 RD4221  HISTORY     - 20040626 GOOD             USPSQD
 RD4221  HISTORY     - 20060409 GOOD             USPSQD
 RD4221
 RD4221                          STATION DESCRIPTION
 RD4221
 RD4221'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1989
 RD4221'THE STATION IS LOCATED IN HILLSBORO ABOUT 500 FEET NW OF THE
 RD4221'COURTHOUSE.
 RD4221'TO REACH FROM THE INTERSECTION OF N 1ST AVE AND NW LINCOLN STREET IN
 RD4221'HILLSBORO GO WEST 308 FEET ALONG LINCOLN STREET TO THE MARK ON THE
 RD4221'RIGHT.
 RD4221'THE STATION IS SET INTO A CONCRETE POST 0.2 M (0.7 FT) BELOW THE
 RD4221'SURFACE OF THE PARKING LOT.  IT IS 45.72 M (150.00 FT) NORTH OF THE
 RD4221'CENTERLINE OF LINCOLN STREET IN PARKING SPACE B 77.  ACCESS IS
 RD4221'THROUGH AN IRON MONUMENT COVER.
 RD4221'DESCRIBED BY R. CHARLES PERSON, WASHINGTON COUNTY, SURVEYOR.
 RD4221
 RD4221                          STATION RECOVERY (1990)
 RD4221
 RD4221'RECOVERED 1990
 RD4221'RECOVERED IN GOOD CONDITION.
 RD4221
 RD4221                          STATION RECOVERY (1996)
 RD4221
 RD4221'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 RD4221'RECOVERED AS DESCRIBED IN 1989 WITH THE FOLLOWING REVISIONS AND
 RD4221'ADDITIONAL TIES  STATION IS IN THE WESTERN END OF A PARKING LOT
 RD4221'LOCATED IN THE NORTHWEST QUADRANT OF THE INTERSECTION OF NW LINCOLN ST
 RD4221'AND N 1ST AVENUE.  STATION IS NORTH OF PARKING SPACE NUMBER 73 IN A
 RD4221'DESIGNATED -NO PARKING- ZONE, ACCESS IS HAD THROUGH A 12 INCH STEEL
 RD4221'MONUMENT COVER.  THE STATION IS LOCATED 14.5 M (47.6 FT) EAST OF THE
 RD4221'SOUTHWEST CORNER OF A FENCE AROUND THE RESTRICTED PARKING AREA, 25.9 M
 RD4221'(85.0 FT) SOUTHWEST OF THE SOUTHEAST CORNER OF THE RESTRICTED PARKING
 RD4221'AREA, 6.05 M (19.85 FT) SOUTHEAST OF THE CENTERLINE OF THE GATE TO THE
 RD4221'RESTRICTED PARKING AREA, 45.85 M (150.43 FT) NORTH OF THE CENTERLINE
 RD4221'OF LINCOLN STREET, 12.8 M (42.0 FT) EAST OF THE WEST EDGE OF THE
 RD4221'PARKING LOT AND 14.05 M (46.10 FT) WEST OF THE CENTER OF A SQUARE
 RD4221'DRAIN INLET
 RD4221
 RD4221                          STATION RECOVERY (1998)
 RD4221
 RD4221'RECOVERY NOTE BY WASHINGTON COUNTY OREGON 1998 (HCT)
 RD4221'THE STATION IS LOCATED IN HILLSBORO, ABOUT 152.4 M (500.0 FT)
 RD4221'NORTHWEST OF THE WASHINGTON COUNTY COURTHOUSE, IN THE WESTERN END OF A
 RD4221'PARKING LOT LOCATED IN THE NORTHWEST QUADRANT OF THE INTERSECTION OF
 RD4221'NW LINCOLN STREET AND N FIRST AVENUE, AND JUST NORTH OF PARKING SPACE
 RD4221'NUMBER 73, IN A DESIGNATED -NO PARKING- ZONE. OWNERSHIP--WASHINGTON
 RD4221'COUNTY.  TO REACH FROM THE INTERSECTION OF NORTH FIRST AVENUE AND
 RD4221'NORTHWEST LINCOLN STREET IN HILLSBORO GO WEST ON NORTHWEST LINCOLN
 RD4221'STREET FOR 94.0 M (308.4 FT) TO THE STATION ON THE RIGHT.  THE STATION
 RD4221'IS AN OREGON PRIMARY GPS STATION DISK SET INTO A CONCRETE POST
 RD4221'RECESSED 20 CM BELOW THE SURFACE OF THE PARKING LOT PROTECTED BY A 30
 RD4221'CM METAL CASE WITH ACCESS COVER.  IT IS 14.5 M (47.6 FT) EAST FROM THE
 RD4221'SOUTHWEST CORNER OF A FENCE AROUND THE RESTRICTED PARKING AREA, 25.9 M
 RD4221'(85.0 FT) SOUTHWEST FROM THE SOUTHEAST CORNER OF THE RESTRICTED
 RD4221'PARKING AREA, 6.05 M (19.85 FT) SOUTHEAST FROM THE CENTER OF THE GATE
 RD4221'TO THE RESTRICTED PARKING AREA, 45.85 M (150.43 FT) NORTH FROM THE
 RD4221'CENTER OF LINCOLN STREET, 12.8 M (42.0 FT) EAST FROM THE WEST EDGE OF
 RD4221'THE PARKING LOT, AND 14.05 M (46.10 FT) WEST FROM THE CENTER OF A
 RD4221'SQUARE DRAIN INLET.
 RD4221
 RD4221                          STATION RECOVERY (1998)
 RD4221
 RD4221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 RD4221'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) WEST OF PORTLAND, 6.0 MI
 RD4221'(9.7 KM) EAST OF FOREST GROVE AND 4.0 MI (6.4 KM) NORTHWEST OF
 RD4221'BEAVERTON NEAR THE COURTHOUSE IN DOWNTOWN HILLSBORO IN A NO PARKING
 RD4221'ZONE OF A PARKING LOT.  TO REACH FROM THE JUNCTION OF U.S.  HIGHWAY 26
 RD4221'AND NW GLENCOE ROAD (EXIT 57) , GO SOUTH ON GLENCOE ROAD (CHANGES TO
 RD4221'NORTH FIRST AVENUE IN HILLSBORO) FOR 5.0 MI (8.0 KM) TO NE JACKSON
 RD4221'STREET.  TURN RIGHT AND GO WEST ON JACKSON STREET FOR 0.1 MI (0.2 KM)
 RD4221'TO NW ADAMS AVENUE, TURN LEFT AND GO SOUTH ON ADAMS AVENUE FOR 0.1 MI
 RD4221'(0.2 KM) TO NW LINCOLN STREET, TURN LEFT AND GO EAST ON LINCOLN STREET
 RD4221'FOR 0.05 MI (0.08 KM) TO THE FIRST PARKING LOT ENTRANCE (IMMEDIATELY
 RD4221'PAST A STOP SIGN AND RAILROAD TRACKS) , TURN LEFT AND GO NORTH FOR
 RD4221'0.05 MI (0.08 KM) TO THE STATION IN THE PARKING LOT.  THE STATION IS
 RD4221'IN THE WESTERN END OF A PARKING LOT LOCATED IN THE NORTHWEST QUADRANT
 RD4221'OF THE INTERSECTION OF NW LINCOLN STREET AND N 1ST AVENUE.  IT IS,
 RD4221'NORTH OF PARKING SPACE 73 IN A DESIGNATED -NO PARKING- ZONE, 150.43 FT
 RD4221'(45.85 M) NORTH OF THE CENTERLINE OF LINCOLN STREET, 85.0 FT (25.9 M)
 RD4221'SOUTHWEST OF THE SOUTHEAST CORNER OF A RESTRICTED PARKING AREA, 47.6
 RD4221'FT (14.5 M) EAST OF THE SOUTHWEST CORNER OF A FENCE ENCLOSING A
 RD4221'RESTRICTED PARKING AREA, 46.10 FT (14.05 M) WEST OF THE CENTER OF A
 RD4221'SQUARE DROP INLET DRAIN, 42.0 FT (12.8 M) EAST OF THE WEST EDGE OF THE
 RD4221'PARKING LOT.  NOTE -- ACCESS TO STATION IS THROUGH A 12 INCH IRON
 RD4221'MONUMENT COVER.  DESCRIBED BY TIM WILKINS.
 RD4221
 RD4221                          STATION RECOVERY (2004)
 RD4221
 RD4221'RECOVERY NOTE BY US POWER SQUADRON 2004 (RHC)
 RD4221'RECOVERED IN GOOD CONDITION.
 RD4221
 RD4221                          STATION RECOVERY (2006)
 RD4221
 RD4221'RECOVERY NOTE BY US POWER SQUADRON 2006 (RJR)
 RD4221'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AJ8163 ***********************************************************************
 AJ8163  DESIGNATION -  CHASE
 AJ8163  PID         -  AJ8163
 AJ8163  STATE/COUNTY-  OR/CLACKAMAS
 AJ8163  USGS QUAD   -  FISH CREEK MTN (1997)
 AJ8163
 AJ8163                         *CURRENT SURVEY CONTROL
 AJ8163  ___________________________________________________________________
 AJ8163* NAD 83(2007)-  45 04 55.92495(N)    122 03 14.99034(W)     ADJUSTED  
 AJ8163* NAVD 88     -       471.3    (meters)    1546.     (feet)  GPS OBS   
 AJ8163  ___________________________________________________________________
 AJ8163  EPOCH DATE  -        2007.00
 AJ8163  X           -  -2,394,316.890 (meters)                     COMP
 AJ8163  Y           -  -3,823,659.884 (meters)                     COMP
 AJ8163  Z           -   4,494,121.779 (meters)                     COMP
 AJ8163  LAPLACE CORR-           5.31  (seconds)                    DEFLEC99
 AJ8163  ELLIP HEIGHT-         449.653 (meters)          (02/10/07) ADJUSTED
 AJ8163  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 AJ8163
 AJ8163  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ8163  Type    PID    Designation                      North   East  Ellip
 AJ8163  -------------------------------------------------------------------
 AJ8163  NETWORK AJ8163 CHASE                             0.59   0.41   1.82
 AJ8163  -------------------------------------------------------------------
 AJ8163
 AJ8163.The horizontal coordinates were established by GPS observations
 AJ8163.and adjusted by the National Geodetic Survey in February 2007.
 AJ8163
 AJ8163.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ8163.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ8163.The horizontal coordinates are valid at the epoch date displayed above.
 AJ8163.The epoch date for horizontal control is a decimal equivalence
 AJ8163.of Year/Month/Day.
 AJ8163
 AJ8163.The orthometric height was determined by GPS observations and a
 AJ8163.high-resolution geoid model.
 AJ8163
 AJ8163.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8163
 AJ8163.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8163
 AJ8163.The ellipsoidal height was determined by GPS observations
 AJ8163.and is referenced to NAD 83.
 AJ8163
 AJ8163.The geoid height was determined by GEOID03.
 AJ8163
 AJ8163;                    North         East     Units Scale Factor Converg.
 AJ8163;SPC OR N     -   158,472.739 2,377,654.739   MT  0.99989572   -1 06 07.9
 AJ8163;SPC OR N     -   519,923.68  7,800,704.52   iFT  0.99989572   -1 06 07.9
 AJ8163;UTM  10      - 4,992,517.103   574,439.673   MT  0.99966813   +0 40 11.3
 AJ8163
 AJ8163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8163!SPC OR N     -   0.99992951  x   0.99989572  =   0.99982523
 AJ8163!UTM  10      -   0.99992951  x   0.99966813  =   0.99959766
 AJ8163
 AJ8163                          SUPERSEDED SURVEY CONTROL
 AJ8163
 AJ8163  NAD 83(1998)-  45 04 55.92320(N)    122 03 14.99126(W) AD(       ) B
 AJ8163  ELLIP H (02/26/02)  449.659  (m)                       GP(       ) 3 2
 AJ8163
 AJ8163.Superseded values are not recommended for survey control.
 AJ8163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8163.See file dsdata.txt to determine how the superseded data were derived.
 AJ8163
 AJ8163_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ7444092517(NAD 83)
 AJ8163_MARKER: DD = SURVEY DISK
 AJ8163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8163_STAMPING: CHASE 2000
 AJ8163_MARK LOGO: OR-005
 AJ8163_PROJECTION: RECESSED 5 CENTIMETERS
 AJ8163_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ8163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8163+STABILITY: SURFACE MOTION
 AJ8163_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8163+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2000
 AJ8163
 AJ8163  HISTORY     - Date     Condition        Report By
 AJ8163  HISTORY     - 20000901 MONUMENTED       OR-005
 AJ8163
 AJ8163                          STATION DESCRIPTION
 AJ8163
 AJ8163'DESCRIBED BY CLACKAMAS COUNTY OREGON 2000 (CRC)
 AJ8163'THE STATION IS LOCATED ABOUT 68.7 KM (42.7 MI) SOUTHEAST OF PORTLAND,
 AJ8163'41.7 KM (25.9 MI) EAST
 AJ8163'OF MOLALLA,  32.2 KM (20 MI) SOUTHEASTERLY FROM ESTACADA,  AT THE WEST
 AJ8163'END OF U.S. FOREST
 AJ8163'SERVICE ROAD 4631-XXX,  JUST OFF HELIPORT NEAR RIPPLEBROOK IN NATIONAL
 AJ8163'FOREST, IN SECTION
 AJ8163'3, T. 6 S., R. 6 E., W.M.  OWNERSHIP - U.S. FOREST SERVICE AT THE
 AJ8163'CLACKAMAS RIVER
 AJ8163'RANGER DISTRICT.
 AJ8163' 
 AJ8163'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 211 AND
 AJ8163'224 IN ESTACADA,
 AJ8163'GO SOUTHEAST ON HIGHWAY 224 FOR 40.0 KM (24.8 MI) TO THE JUNCTION OF
 AJ8163'U.S. FOREST SERVICE
 AJ8163'ROAD 4631 ON THE LEFT ABOUT 300 M (1000 FT) SOUTHEAST OF THE
 AJ8163'RIPPLEBROOK GUARD STATION.
 AJ8163'TURN LEFT, NORTHERLY, ON FOREST ROAD 4631 FOR 1.2 KM (0.75 MI) TO U.S.
 AJ8163'FOREST SERVICE ROAD
 AJ8163'4631-XXX (UNPAVED).   TURN LEFT, WESTERLY, ON FOREST ROAD 4631-XXX FOR
 AJ8163'0.5 KM (0.3 MI) TO
 AJ8163'THE HELIPORT. (IF IT IS SUBSEQUENTLY LOCKED, THE KEY HOLDER WILL BE
 AJ8163'THE U.S.D.A. FOREST
 AJ8163'SERVICE, CLACKAMAS RIVER RANGER DISTRICT, 595 INDUSTRIAL WAY,
 AJ8163'ESTACADA, OR  97023,  PHONE
 AJ8163'503-630-8700.)  AFTER CLEARANCE IS RECEIVED TO PROCEED ACROSS LANDING
 AJ8163'AREA, CONTINUE
 AJ8163'STRAIGHT FOR 80 M (265 FT) TO THE SOUTHWESTERLY SIDE OF THE HELIPORT
 AJ8163'AND THE STATION.
 AJ8163' 
 AJ8163'THE STATION IS A 9.5 CM (3.25 IN) BRONZE CAP ATTACHED TO A 6 CM (2.4
 AJ8163'IN) STAINLESS STEEL PIPE
 AJ8163'0.75 M (30 IN) IN LENGTH, EMBEDDED IN A ROUND 30 CM (12 IN) DIAMETER
 AJ8163'CONCRETE POST THAT IS 1.2
 AJ8163'M (4 FT) DEEP, THE TOP OF WHICH IS RECESSED 5 CM (2 IN) BELOW THE
 AJ8163'SURFACE.  IT IS 2.5 M (8.3 FT)
 AJ8163'EAST FROM THE TWO RAIL WOOD FENCE, 31 M (100 FT) SOUTH-SOUTHWEST FROM
 AJ8163'THE NORTHWEST
 AJ8163'CORNER OF THE HELIPORT ASPHALT PAD, AND 31 M (100 FT) NORTHEAST FROM
 AJ8163'THE
 AJ8163'SOUTHWESTERLY CORNER OF HELIPORT ASPHALT PAD.
 AJ8163' 
 AJ8163'IMPORTANT NOTE.  THIS SITE IS ON THE HELICOPTER LANDING AREA AT
 AJ8163'RIPPLEBROOK GUARD
 AJ8163'STATION.  PRIOR TO VISITING, THE U.S. FOREST SERVICE MUST BE CONTACTED
 AJ8163'AT THE CLACKAMAS
 AJ8163'RIVER R.R DISTRICT TO FIND OUT IF AIR TRAFFIC IS SCHEDULED AT THIS
 AJ8163'LOCATION DURING THE
 AJ8163'TIME OF THE VISIT.  SEE BELOW FOR ADDRESS AND PHONE NUMBER.
 AJ8163' 
 AJ8163'A ROAD MAP AND ROAD ATLAS MAP MAY BE OBTAINED AT THE CLACKAMAS COUNTY
 AJ8163'DEPARTMENT OF
 AJ8163'TRANSPORTATION AND DEVELOPMENT (DTD), 9101 S.E. SUNNYBROOK BLVD.,
 AJ8163'CLACKAMAS, OR, 97015  -
 AJ8163' PH 503-353-4681 AND A MT HOOD NATIONAL FOREST MAP MAY BE OBTAINED AT
 AJ8163'THE CLACKAMAS
 AJ8163'RIVER R.R DISTRICT, U.S. FOREST SERVICE, 595 N.W. INDUSTRIAL WAY
 AJ8163'(FRONTAGE ROAD TO
 AJ8163'HIGHWAYS 211 AND 224), ESTACADA, OR, 97023  -  PHONE 503-630-6861 AND
 AJ8163'503-630-8700.   THERE IS A
 AJ8163'SMALL FEE FOR THESE MAPS.
 AJ8163' 
 AJ8163' 
 AJ8163' 
 AJ8163'
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0941 ***********************************************************************
 NY0941  DESIGNATION -  CHASE MOUNTAIN LOOKOUT TOWER
 NY0941  PID         -  NY0941
 NY0941  STATE/COUNTY-  OR/KLAMATH
 NY0941  USGS QUAD   -  HAMAKER MTN (1986)
 NY0941
 NY0941                         *CURRENT SURVEY CONTROL
 NY0941  ___________________________________________________________________
 NY0941* NAD 83(1991)-  42 05 40.63505(N)    121 59 38.97498(W)     ADJUSTED  
 NY0941* NAVD 88     -              **(meters)            **(feet)            
 NY0941  ___________________________________________________________________
 NY0941  LAPLACE CORR-           3.58  (seconds)                    DEFLEC99
 NY0941  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 NY0941  HORZ ORDER  -  THIRD
 NY0941
 NY0941.The horizontal coordinates were established by classical geodetic methods
 NY0941.and adjusted by the National Geodetic Survey in October 1991.
 NY0941
 NY0941
 NY0941.The Laplace correction was computed from DEFLEC99 derived deflections.
 NY0941
 NY0941.The geoid height was determined by GEOID03.
 NY0941
 NY0941;                    North         East     Units Scale Factor Converg.
 NY0941;SPC OR S     -    48,642.977 1,376,389.366   MT  1.00006863   -1 01 20.0
 NY0941;SPC OR S     -   159,589.82  4,515,713.14   iFT  1.00006863   -1 01 20.0
 NY0941;SPC CA 1     -   806,634.507 2,000,483.221   MT  1.00013692   +0 00 13.7
 NY0941;SPC CA 1     - 2,646,433.38  6,563,252.03   sFT  1.00013692   +0 00 13.7
 NY0941;UTM  10      - 4,660,771.414   583,178.220   MT  0.99968513   +0 40 27.5
 NY0941
 NY0941                          SUPERSEDED SURVEY CONTROL
 NY0941
 NY0941  NAD 83(1986)-  42 05 40.63411(N)    121 59 38.97929(W) AD(       ) 4
 NY0941  NAD 27      -  42 05 41.12000(N)    121 59 34.94700(W) AD(       ) 3
 NY0941
 NY0941.Superseded values are not recommended for survey control.
 NY0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0941.See file dsdata.txt to determine how the superseded data were derived.
 NY0941
 NY0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM8317860771(NAD 83)
 NY0941
 NY0941  HISTORY     - Date     Condition        Report By
 NY0941  HISTORY     - 1953     MONUMENTED       CGS
 NY0941
 NY0941                          STATION DESCRIPTION
 NY0941
 NY0941'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 NY0941'THE STATION IS ABOUT 14 MILES SOUTHWEST OF KLAMATH FALLS, 10 MILES
 NY0941'NORTH-NORTHWEST OF DORRIS, CALIFORNIA, AND 4 MILES SOUTHWEST OF
 NY0941'KENO.  IT IS ON THE SUMMIT OF A TIMBERED PEAK THAT IS KNOWN AS
 NY0941'CHASE MOUNTAIN.
 NY0941'
 NY0941'THE STATION IS THE CENTER OF THE LOOKOUT TOWER, A WOODEN STRUCTURE
 NY0941'THAT IS APPROXIMATELY 40 FEET IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0946 ***********************************************************************
 RC0946  DESIGNATION -  CHAT
 RC0946  PID         -  RC0946
 RC0946  STATE/COUNTY-  OR/WASCO
 RC0946  USGS QUAD   -  LYLE (1994)
 RC0946
 RC0946                         *CURRENT SURVEY CONTROL
 RC0946  ___________________________________________________________________
 RC0946* NAD 83(1991)-  45 41 47.96634(N)    121 20 16.25805(W)     ADJUSTED  
 RC0946* NAVD 88     -        62.907  (meters)     206.39   (feet)  ADJUSTED  
 RC0946  ___________________________________________________________________
 RC0946  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 RC0946  GEOID HEIGHT-         -21.38  (meters)                     GEOID03
 RC0946  DYNAMIC HT  -          62.907 (meters)     206.39  (feet)  COMP
 RC0946  MODELED GRAV-     980,614.6   (mgal)                       NAVD 88
 RC0946
 RC0946  HORZ ORDER  -  SECOND
 RC0946  VERT ORDER  -  SECOND    CLASS 0
 RC0946
 RC0946.The horizontal coordinates were established by classical geodetic methods
 RC0946.and adjusted by the National Geodetic Survey in October 1991.
 RC0946
 RC0946.The orthometric height was determined by differential leveling
 RC0946.and adjusted in June 1991.
 RC0946
 RC0946.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC0946
 RC0946.The geoid height was determined by GEOID03.
 RC0946
 RC0946.The dynamic height is computed by dividing the NAVD 88
 RC0946.geopotential number by the normal gravity value computed on the
 RC0946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0946.degrees latitude (g = 980.6199 gals.).
 RC0946
 RC0946.The modeled gravity was interpolated from observed gravity values.
 RC0946
 RC0946;                    North         East     Units Scale Factor Converg.
 RC0946;SPC OR N     -   225,918.173 2,434,748.943   MT  0.99993702   -0 35 39.1
 RC0946;SPC OR N     -   741,201.35  7,988,021.47   iFT  0.99993702   -0 35 39.1
 RC0946;SPC WA S     -    40,730.682   434,742.686   MT  1.00003378   -0 36 31.0
 RC0946;SPC WA S     -   133,630.58  1,426,318.30   sFT  1.00003378   -0 36 31.0
 RC0946;UTM  10      - 5,061,688.421   629,405.253   MT  0.99980588   +1 11 22.9
 RC0946
 RC0946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC0946!SPC OR N     -   0.99999349  x   0.99993702  =   0.99993051
 RC0946!SPC WA S     -   0.99999349  x   1.00003378  =   1.00002727
 RC0946!UTM  10      -   0.99999349  x   0.99980588  =   0.99979937
 RC0946
 RC0946|---------------------------------------------------------------------|
 RC0946| PID    Reference Object                     Distance      Geod. Az  |
 RC0946|                                                           dddmmss.s |
 RC0946| RC0945 CHAT RM 1                             9.782 METERS 18228     |
 RC0946| CF4331 FALCON                                             2775106.8 |
 RC0946| RC0944 CHAT RM 2                             7.270 METERS 28958     |
 RC0946| RC2131 MEMALOOSE ISLAND TOMBSTONE MON      APPROX. 0.7 KM 3362851.0 |
 RC0946|---------------------------------------------------------------------|
 RC0946
 RC0946                          SUPERSEDED SURVEY CONTROL
 RC0946
 RC0946  NAD 83(1986)-  45 41 47.98005(N)    121 20 16.25235(W) AD(       ) 2
 RC0946  NAD 27      -  45 41 48.54500(N)    121 20 12.00100(W) AD(       ) 2
 RC0946  NGVD 29 (??/??/92)   61.890  (m)          203.05   (f) ADJ UNCH    2 0
 RC0946
 RC0946.Superseded values are not recommended for survey control.
 RC0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0946.See file dsdata.txt to determine how the superseded data were derived.
 RC0946
 RC0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR2940561688(NAD 83)
 RC0946_MARKER: DS = TRIANGULATION STATION DISK
 RC0946_SETTING: 66 = SET IN ROCK OUTCROP
 RC0946_SP_SET: BED ROCK
 RC0946_STAMPING: CHAT 1957
 RC0946_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RC0946+STABILITY: POSITION/ELEVATION WELL
 RC0946_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RC0946+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2007
 RC0946
 RC0946  HISTORY     - Date     Condition        Report By
 RC0946  HISTORY     - 1957     MONUMENTED       CGS
 RC0946  HISTORY     - 1972     SEE DESCRIPTION  NGS
 RC0946  HISTORY     - 1972     GOOD             NGS
 RC0946  HISTORY     - 20070910 GOOD             GEOCAC
 RC0946
 RC0946                          STATION DESCRIPTION
 RC0946
 RC0946'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JBW)
 RC0946'THE STATION IS ABOUT 3-1/2 MILES WEST-NORTHWEST OF ROWENA, 3
 RC0946'MILES EAST-NORTHEAST OF MOSIER AND 0.1 MILE NORTH OF U.S. HIGHWAY
 RC0946'30.  IT IS NEAR THE SUMMIT OF A LOW, ROCKY KNOLL THAT LIES
 RC0946'JUST NORTH OF THE SHARP TURN OF A TRACK ROAD THAT LEADS FROM THE
 RC0946'HIGHWAY TO THE RAILROAD TRACKS.
 RC0946'
 RC0946'TO REACH FROM ROWENA, AT THE JUNCTION OF THE OLD AND NEW HIGHWAYS,
 RC0946'GO WESTERLY ON U.S. HIGHWAY 30 FOR 3.0 MILES TO HIGHWAY MILE
 RC0946'POST 72 ON THE LEFT.  CONTINUE WEST FOR 0.55 MILE TO A DIRT
 RC0946'CROSSROAD.  TURN RIGHT, NORTH, AND KEEP STRAIGHT AHEAD ON THE
 RC0946'RIGHT FORK, DOWN GRADE FOR ABOUT 125 YARDS TO A POINT WHERE THE
 RC0946'ROAD TURNS SHARPLY TO THE RIGHT AND THE END OF TRUCK TRAVEL.
 RC0946'PACK NORTH, STRAIGHT AHEAD FOR ABOUT 50 YARDS TO THE NORTH SIDE
 RC0946'OF THE SUMMIT OF THE KNOLL AND STATION SITE.
 RC0946'
 RC0946'THE STATION AND REFERENCE MARKS 1 AND 2 ARE STANDARD DISKS
 RC0946'CEMENTED IN DRILL HOLES IN BEDROCK.
 RC0946'
 RC0946'THE STATION MARK, STAMPED CHAT 1957, IS IN BEDROCK PROJECTING
 RC0946'ABOUT 5 INCHES.  IT IS 50 FEET NORTH OF A PINE TREE, 42 FEET
 RC0946'EAST AND 15 FEET SOUTH OF THE EDGE OF THE BLUFF, AND 23 FEET
 RC0946'NORTH OF THE HIGHEST POINT OF THE KNOLL.
 RC0946'
 RC0946'REFERENCE MARK 1, STAMPED CHAT NO 1 1957, IS 20 FEET NORTH OF
 RC0946'THE PINE TREE AND ABOUT 30 INCHES HIGHER THAN THE STATION.
 RC0946'
 RC0946'REFERENCE MARK 2, STAMPED CHAT NO 2 1957, IS ABOUT 18 FEET EAST
 RC0946'AND 13 FEET SOUTH OF THE EDGE OF THE BLUFF, AND ABOUT 12 INCHES
 RC0946'LOWER THAN THE STATION.
 RC0946'
 RC0946'STATION MEMA CAN BE USED FOR AN AZIMUTH.
 RC0946
 RC0946                          STATION RECOVERY (1972)
 RC0946
 RC0946'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 RC0946'THE STATION MARK, AND BOTH REFERENCE MARKS WERE RECOVERED IN
 RC0946'REASONABLY GOOD CONDITION.  ALL DISKS HAVE BEEN DEFACED BY
 RC0946'IRRESPONSIBLE PARTIES, BUT THEY ARE SOLID IN THEIR MOORING.  AN
 RC0946'AZIMUTH MARK WAS ESTABLISHED.  A NEW AND COMPLETE DESCRIPTION
 RC0946'FOLLOWS.
 RC0946'
 RC0946'THE STATION IS 11 MILES WEST OF THE DALLES ON A BEDROCK KNOLL
 RC0946'BETWEEN INTERSTATE 80N, AND THE RAILROAD TRACKS.
 RC0946'
 RC0946'TO REACH THE STATION FROM THE DALLES POST OFFICE GO WEST ON
 RC0946'U.S. HIGHWAY 30, AND INTERSTATE 80N FOR 8.0 MILES TO THE ROWENA
 RC0946'EXIT, CONTINUE WEST ON INTERSTATE 80N FOR 3.6 MILES TO THE EXIT
 RC0946'TO THE MEMALOOSE STATE PARK, AND A GRAVELED ROAD RIGHT, JUST
 RC0946'BEFORE REACHING THE PARK, TURN RIGHT, AND GO NORTH, DOWNGRADE,
 RC0946'FOR 0.05 MILE TO THE END OF THE GRAVEL, AND THE END OF TRUCK
 RC0946'TRAVEL, WHERE THE ROAD CURVES TO THE EAST.  HIKE NORTH 150 FEET
 RC0946'TO THE STATION.
 RC0946'
 RC0946'THE STATION MARK, STAMPED CHAT 1957, IS A STANDARD DISK CEMENTED
 RC0946'IN A DRILL HOLE IN A 6 BY 6 FOOT BEDROCK THAT PROJECTS 1 FOOT,
 RC0946'500 FEET NORTHEAST OF THE FENCE AROUND THE REST AREA, 300 FEET
 RC0946'SOUTH, AND 200 FEET HIGHER THAN THE RAILROAD TRACKS, 51 FEET NORTH
 RC0946'OF A LONE PINE TREE, 15 FEET NORTHWEST OF AN OLD SCRUB OAK TREE,
 RC0946'AND 14 FEET SOUTH OF THE EDGE OF THE RIM.  (NOTE 2)
 RC0946'
 RC0946'REFERENCE MARK NO. 1, STAMPED CHAT NO 1 1957, IS A STANDARD DISK
 RC0946'CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS 2 FEET, 20
 RC0946'FEET NORTH OF THE LONE PINE TREE, AND 2 FEET HIGHER THAN
 RC0946'THE STATION.  (NOTE 12A)
 RC0946'
 RC0946'REFERENCE MARK NO. 2, STAMPED CHAT NO 2 1957, IS A STANDARD DISK
 RC0946'CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS 6 INCHES, 15
 RC0946'FEET SOUTH OF THE EDGE OF THE RIM, AND 1 FOOT LOWER THAN THE
 RC0946'STATION.  (NOTE 12A)
 RC0946'
 RC0946'TO REACH FALCON (USE) (AZIMUTH MARK) FROM THE ENTRANCE TO
 RC0946'MEMALOOSE PARK GO WEST ON INTERSTATE 80N FOR 1.05 MILE TO A
 RC0946'SUMMIT IN THE HIGHWAY, AND THE END OF TRUCK TRAVEL.  HIKE
 RC0946'NORTH ALONG THE WEST EDGE OF THE RIM FOR 1/4 MILE TO THE MARK.
 RC0946'
 RC0946'FALCON (USE) IS A U.S. ENGINEERS DISK, STAMPED FALCON 1940,
 RC0946'CEMENTED IN A DRILL HOLE IN BEDROCK, 300 FEET SOUTH, AND 200 FEET
 RC0946'HIGHER THAN THE RAILROAD TRACKS, 100 FEET SOUTH OF AN OLD BULLDOZER
 RC0946'ROAD, 90 FEET NORTH-NORTHEAST OF A LONE PINE TREE, 25 FEET WEST
 RC0946'OF THE EDGE OF THE RIM, AND 1 FOOT SOUTH OF A ROCK CAIRN.
 RC0946
 RC0946                          STATION RECOVERY (1972)
 RC0946
 RC0946'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 RC0946'11 MI NW FROM THE DALLES.
 RC0946'REACHED FROM THE DALLES POST OFFICE GO NORTHWEST ON U.S. HIGHWAY 30,
 RC0946'AND INTERSTATE 80N FOR 11.6 MILES TO THE EXIT TO THE MEMALOOSE STATE
 RC0946'PARK, AND A GRAVELED ROAD RIGHT, JUST BEFORE REACHING THE PARK, TURN
 RC0946'RIGHT, AND GO NORTH ON THE GRAVELED ROAD FOR 0.05 MILE TO THE MARK,
 RC0946'150 FEET NORTH OF THE ROAD, WHERE THE ROAD TURNS FROM NORTH TO EAST,
 RC0946'500 FEET NORTHEAST OF THE FENCE AROUND THE REST AREA, 300 FEET SOUTH,
 RC0946'AND 200 FEET HIGHER THAN THE RAILROAD TRACKS, 51 FEET NORTH OF A LONE
 RC0946'PINE TREE, 15 FEET NORTHWEST OF AN OLD SCRUB OAK TREE, AND 14 FEET
 RC0946'SOUTH OF THE EDGE OF THE RIM CEMENTED IN A DRILL HOLE IN BEDROCK THAT
 RC0946'PROJECTS 1 FOOT.
 RC0946
 RC0946                          STATION RECOVERY (2007)
 RC0946
 RC0946'RECOVERY NOTE BY GEOCACHING 2007 (GOP)
 RC0946'FROM MEMALOOSE REST AREA ALONG INTERSTATE 84 WEST BOUND TAKE ABANDONED
 RC0946'GRAVEL ROAD EAST OF FENCED PUBLIC AREA.  RM1 AND RM2 ALSO FOUND.  RM2
 RC0946'DISK HAS BEEN REMOVED LEAVING ONLY THE SHANK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0945 ***********************************************************************
 RC0945  DESIGNATION -  CHAT RM 1
 RC0945  PID         -  RC0945
 RC0945  STATE/COUNTY-  OR/WASCO
 RC0945  USGS QUAD   -  LYLE (1994)
 RC0945
 RC0945                         *CURRENT SURVEY CONTROL
 RC0945  ___________________________________________________________________
 RC0945* NAD 83(2007)-  45 41 47.66352(N)    121 20 16.27179(W)     ADJUSTED  
 RC0945* NAVD 88     -        64.073  (meters)     210.21   (feet)  ADJUSTED  
 RC0945  ___________________________________________________________________
 RC0945  EPOCH DATE  -        2007.00
 RC0945  X           -  -2,320,897.529 (meters)                     COMP
 RC0945  Y           -  -3,811,530.887 (meters)                     COMP
 RC0945  Z           -   4,541,786.369 (meters)                     COMP
 RC0945  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 RC0945  ELLIP HEIGHT-          42.731 (meters)          (02/10/07) ADJUSTED
 RC0945  GEOID HEIGHT-         -21.38  (meters)                     GEOID03
 RC0945  DYNAMIC HT  -          64.073 (meters)     210.21  (feet)  COMP
 RC0945
 RC0945  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 RC0945  Type    PID    Designation                      North   East  Ellip
 RC0945  -------------------------------------------------------------------
 RC0945  NETWORK RC0945 CHAT RM 1                         1.22   0.84   3.53
 RC0945  -------------------------------------------------------------------
 RC0945  MODELED GRAV-     980,614.5   (mgal)                       NAVD 88
 RC0945
 RC0945  VERT ORDER  -  SECOND    CLASS 0
 RC0945
 RC0945.The horizontal coordinates were established by GPS observations
 RC0945.and adjusted by the National Geodetic Survey in February 2007.
 RC0945
 RC0945.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 RC0945.See www.ngs.noaa.gov/NationalReadjustment for more information.
 RC0945.The horizontal coordinates are valid at the epoch date displayed above.
 RC0945.The epoch date for horizontal control is a decimal equivalence
 RC0945.of Year/Month/Day.
 RC0945
 RC0945.The orthometric height was determined by differential leveling
 RC0945.and adjusted in June 1991.
 RC0945
 RC0945.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RC0945
 RC0945.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC0945
 RC0945.The ellipsoidal height was determined by GPS observations
 RC0945.and is referenced to NAD 83.
 RC0945
 RC0945.The geoid height was determined by GEOID03.
 RC0945
 RC0945.The dynamic height is computed by dividing the NAVD 88
 RC0945.geopotential number by the normal gravity value computed on the
 RC0945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0945.degrees latitude (g = 980.6199 gals.).
 RC0945
 RC0945.The modeled gravity was interpolated from observed gravity values.
 RC0945
 RC0945;                    North         East     Units Scale Factor Converg.
 RC0945;SPC OR N     -   225,908.828 2,434,748.549   MT  0.99993701   -0 35 39.1
 RC0945;SPC OR N     -   741,170.70  7,988,020.17   iFT  0.99993701   -0 35 39.1
 RC0945;UTM  10      - 5,061,679.069   629,405.150   MT  0.99980588   +1 11 22.9
 RC0945
 RC0945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC0945!SPC OR N     -   0.99999330  x   0.99993701  =   0.99993031
 RC0945!UTM  10      -   0.99999330  x   0.99980588  =   0.99979918
 RC0945
 RC0945                          SUPERSEDED SURVEY CONTROL
 RC0945
 RC0945  NAD 83(1998)-  45 41 47.66294(N)    121 20 16.27323(W) AD(       ) B
 RC0945  ELLIP H (02/26/02)   42.719  (m)                       GP(       ) 3 2
 RC0945  NAVD 88 (02/26/02)   64.07   (m)          210.2    (f) LEVELING    3  
 RC0945  NGVD 29 (??/??/92)   63.056  (m)          206.88   (f) ADJ UNCH    2 0
 RC0945
 RC0945.Superseded values are not recommended for survey control.
 RC0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0945.See file dsdata.txt to determine how the superseded data were derived.
 RC0945
 RC0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR2940561679(NAD 83)
 RC0945_MARKER: DR = REFERENCE MARK DISK
 RC0945_SETTING: 66 = SET IN ROCK OUTCROP
 RC0945_SP_SET: BEDROCK
 RC0945_STAMPING: CHAT NO 1 1957
 RC0945_MARK LOGO: CGS   
 RC0945_MAGNETIC: N = NO MAGNETIC MATERIAL
 RC0945_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RC0945+STABILITY: POSITION/ELEVATION WELL
 RC0945_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RC0945+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2007
 RC0945
 RC0945  HISTORY     - Date     Condition        Report By
 RC0945  HISTORY     - 1957     MONUMENTED       CGS
 RC0945  HISTORY     - 1972     GOOD             NGS
 RC0945  HISTORY     - 20001010 GOOD             OR-065
 RC0945  HISTORY     - 20070910 GOOD             GEOCAC
 RC0945
 RC0945                          STATION DESCRIPTION
 RC0945
 RC0945'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 RC0945'11 MI NW FROM THE DALLES.
 RC0945'REACHED FROM THE DALLES POST OFFICE GO NORTHWEST ON U.S. HIGHWAY 30,
 RC0945'AND INTERSTATE 80N FOR 11.6 MILES TO THE EXIT TO THE MEMALOOSE STATE
 RC0945'PARK, AND A GRAVELED ROAD RIGHT JUST BEFORE REACHING THE PARK, TURN
 RC0945'RIGHT, AND GO NORTH ON THE GRAVELED ROAD FOR 0.05 MILE TO THE MARK,
 RC0945'150 FEET NORTH OF THE ROAD, WHERE THE ROAD TURNS FROM NORTH TO EAST,
 RC0945'31.00 FEET SOUTH OF TRIANGULATION STATION CHAT 1957, AND 20 FEET NORTH
 RC0945'OF A LONE PINE TREE CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS
 RC0945'2 FEET.
 RC0945
 RC0945                          STATION RECOVERY (2000)
 RC0945
 RC0945'RECOVERY NOTE BY WASCO COUNTY OREGON 2000 (DGI)
 RC0945'RECOVERED AS DESCRIBED
 RC0945'
 RC0945
 RC0945                          STATION RECOVERY (2007)
 RC0945
 RC0945'RECOVERY NOTE BY GEOCACHING 2007 (GOP)
 RC0945'FROM MEMALOOSE REST AREA ALONG INTERSTATE 84 WEST BOUND TAKE ABANDONED
 RC0945'GRAVEL ROAD EAST OF FENCED PUBLIC AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0944 ***********************************************************************
 RC0944  DESIGNATION -  CHAT RM 2
 RC0944  PID         -  RC0944
 RC0944  STATE/COUNTY-  OR/WASCO
 RC0944  USGS QUAD   -  LYLE (1994)
 RC0944
 RC0944                         *CURRENT SURVEY CONTROL
 RC0944  ___________________________________________________________________
 RC0944* NAD 83(1986)-  45 41 47.     (N)    121 20 16.     (W)     SCALED    
 RC0944* NAVD 88     -        62.370  (meters)     204.63   (feet)  ADJUSTED  
 RC0944  ___________________________________________________________________
 RC0944  GEOID HEIGHT-         -21.38  (meters)                     GEOID03
 RC0944  DYNAMIC HT  -          62.370 (meters)     204.63  (feet)  COMP
 RC0944  MODELED GRAV-     980,614.5   (mgal)                       NAVD 88
 RC0944
 RC0944  VERT ORDER  -  SECOND    CLASS 0
 RC0944
 RC0944.The horizontal coordinates were scaled from a topographic map and have
 RC0944.an estimated accuracy of +/- 6 seconds.
 RC0944
 RC0944.The orthometric height was determined by differential leveling
 RC0944.and adjusted in June 1991.
 RC0944
 RC0944.The geoid height was determined by GEOID03.
 RC0944
 RC0944.The dynamic height is computed by dividing the NAVD 88
 RC0944.geopotential number by the normal gravity value computed on the
 RC0944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0944.degrees latitude (g = 980.6199 gals.).
 RC0944
 RC0944.The modeled gravity was interpolated from observed gravity values.
 RC0944
 RC0944;                    North         East    Units  Estimated Accuracy
 RC0944;SPC OR N     -   225,890.    2,434,750.      MT  (+/- 180 meters Scaled)
 RC0944
 RC0944                          SUPERSEDED SURVEY CONTROL
 RC0944
 RC0944  NGVD 29 (??/??/92)   61.353  (m)          201.29   (f) ADJ UNCH    2 0
 RC0944
 RC0944.Superseded values are not recommended for survey control.
 RC0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0944.See file dsdata.txt to determine how the superseded data were derived.
 RC0944
 RC0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR294616(NAD 83)
 RC0944_MARKER: DR = REFERENCE MARK DISK
 RC0944_SETTING: 66 = SET IN ROCK OUTCROP
 RC0944_SP_SET: BEDROCK
 RC0944_STAMPING: CHAT NO 2 1957
 RC0944_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RC0944+STABILITY: POSITION/ELEVATION WELL
 RC0944
 RC0944  HISTORY     - Date     Condition        Report By
 RC0944  HISTORY     - 1957     MONUMENTED       CGS
 RC0944  HISTORY     - 1972     GOOD             NGS
 RC0944  HISTORY     - 20070910 POOR             GEOCAC
 RC0944
 RC0944                          STATION DESCRIPTION
 RC0944
 RC0944'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 RC0944'11 MI NW FROM THE DALLES.
 RC0944'REACHED FROM THE DALLES POST OFFICE GO NORTHWEST ON U.S. HIGHWAY 30,
 RC0944'AND INTERSTATE 80N FOR 11.6 MILES TO THE EXIT TO THE MEMALOOSE STATE
 RC0944'PARK, AND A GRAVELED ROAD RIGHT, JUST BEFORE REACHING THE PARK, TURN
 RC0944'RIGHT, AND GO NORTH ON THE GRAVELED ROAD FOR 0.05 MILE TO THE MARK,
 RC0944'150 FEET NORTH OF THE ROAD, WHERE THE ROAD TURNS FROM NORTH TO EAST,
 RC0944'23.85 FEET WEST-NORTHWEST OF TRIANGULATION STATION CHAT 1957, AND 15
 RC0944'FEET SOUTH OF THE EDGE OF THE RIM CEMENTED IN A DRILL HOLE IN BEDROCK
 RC0944'THAT PROJECTS 6 INCHES.
 RC0944
 RC0944                          STATION RECOVERY (2007)
 RC0944
 RC0944'RECOVERY NOTE BY GEOCACHING 2007 (GOP)
 RC0944'N 45  41.801  W 121  20.276
 RC0944' 
 RC0944'FROM MEMALOOSE REST AREA ALONG INTERSTATE 84 WEST BOUND TAKE ABANDONED
 RC0944'GRAVEL ROAD EAST OF FENCED PUBLIC AREA.  BM DISK HAS BEEN REMOVED
 RC0944'LEAVING ONLY THE SHANK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2674 ***********************************************************************
 RD2674  DESIGNATION -  CHEMAWA
 RD2674  PID         -  RD2674
 RD2674  STATE/COUNTY-  OR/MARION
 RD2674  USGS QUAD   -  GERVAIS (1985)
 RD2674
 RD2674                         *CURRENT SURVEY CONTROL
 RD2674  ___________________________________________________________________
 RD2674* NAD 83(1991)-  45 00 21.35040(N)    122 59 44.24804(W)     ADJUSTED  
 RD2674* NAVD 88     -        53.4    (meters)     175.     (feet)  VERTCON   
 RD2674  ___________________________________________________________________
 RD2674  LAPLACE CORR-          -3.72  (seconds)                    DEFLEC99
 RD2674  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 RD2674  HORZ ORDER  -  FIRST
 RD2674
 RD2674.The horizontal coordinates were established by classical geodetic methods
 RD2674.and adjusted by the National Geodetic Survey in October 1991.
 RD2674
 RD2674.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD2674.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD2674
 RD2674.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2674
 RD2674.The geoid height was determined by GEOID03.
 RD2674
 RD2674;                    North         East     Units Scale Factor Converg.
 RD2674;SPC OR N     -   151,858.915 2,303,299.446   MT  0.99989860   -1 46 11.5
 RD2674;SPC OR N     -   498,224.79  7,556,756.71   iFT  0.99989860   -1 46 11.5
 RD2674;UTM  10      - 4,983,609.232   500,344.824   MT  0.99960000   +0 00 11.1
 RD2674
 RD2674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2674!SPC OR N     -   0.99999521  x   0.99989860  =   0.99989381
 RD2674!UTM  10      -   0.99999521  x   0.99960000  =   0.99959522
 RD2674
 RD2674:                Primary Azimuth Mark                     Grid Az
 RD2674:SPC OR N     -  CHEMAWA 2 RM 5 AZIMUTH                   020 44 19.7
 RD2674:UTM  10      -  CHEMAWA 2 RM 5 AZIMUTH                   018 57 57.1
 RD2674
 RD2674|---------------------------------------------------------------------|
 RD2674| PID    Reference Object                     Distance      Geod. Az  |
 RD2674|                                                           dddmmss.s |
 RD2674| RD2677 CHEMAWA 2 RM 5 AZIMUTH              APPROX. 2.6 KM 0185808.2 |
 RD2674| RD2678 PAUL                                APPROX. 2.6 KM 0191415.0 |
 RD2674| CE2404 CHEMAWA RM 1                         12.040 METERS 15049     |
 RD2674| RD2666 CHEMAWA US INDIAN SCHOOL STACK      APPROX. 0.6 KM 1710304.5 |
 RD2674| RD2668 CHEMAWA US INDIAN SCHOOL TANK       367.735 METERS 17445     |
 RD2674| RD2672 CHEMAWA 2                            54.564 METERS 18034     |
 RD2674| QE1934 SALEM RAD STA KAPT MAST             APPROX. 2.7 KM 1940804.1 |
 RD2674| RD2673 FREE                                 90.573 METERS 26354     |
 RD2674|---------------------------------------------------------------------|
 RD2674
 RD2674                          SUPERSEDED SURVEY CONTROL
 RD2674
 RD2674  NAD 83(1986)-  45 00 21.37409(N)    122 59 44.26211(W) AD(       ) 1
 RD2674  NAD 27      -  45 00 21.94375(N)    122 59 39.91609(W) AD(       ) 1
 RD2674  NGVD 29 (07/19/86)   52.4    (m)          172.     (f) VERT ANG    3  
 RD2674
 RD2674.Superseded values are not recommended for survey control.
 RD2674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2674.See file dsdata.txt to determine how the superseded data were derived.
 RD2674
 RD2674_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ0034583609(NAD 83)
 RD2674_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RD2674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD2674_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RD2674
 RD2674  HISTORY     - Date     Condition        Report By
 RD2674  HISTORY     - 1972     MONUMENTED       NGS
 RD2674  HISTORY     - 1975     SEE DESCRIPTION  NGS
 RD2674
 RD2674                          STATION DESCRIPTION
 RD2674
 RD2674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LDF)
 RD2674'THE STATION IS ABOUT 6 MILES NORTHEAST OF THE CENTER OF SALEM,
 RD2674'AT THE EAST END OF A BRIDGE OVERPASS OF INTERSTATE HIGHWAY 5.
 RD2674'
 RD2674'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 5
 RD2674'AND U.S. HIGHWAY 99E AT THE NORTH EDGE OF SALEM, GO NORTH ON
 RD2674'U.S. HIGHWAY 99E FOR 1.75 MILES TO A CROSSROAD (CHEMAWA
 RD2674'ROAD).  TURN LEFT AND GO WEST FOR 0.75 MILE TO RAILROAD
 RD2674'TRACKS.  CROSS RAILROAD TRACKS AND CONTINUE NORTH AND WEST ON
 RD2674'CHEMAWA ROAD FOR 0.35 MILE TO THE STATION ON THE RIGHT, AS
 RD2674'DESCRIBED.
 RD2674'
 RD2674'THE STATION MARK IS A STANDARD DISK STAMPED CHEMAWA 1972, SET IN
 RD2674'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 6
 RD2674'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 37 FEET EAST OF
 RD2674'THE NORTHEAST ABUTMENT OF THE BRIDGE OVERPASS AND 18 FEET NORTH
 RD2674'OF THE CENTER OF CHEMAWA ROAD.
 RD2674'
 RD2674'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CHEMAWA NO 1 1972,
 RD2674'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 RD2674'FLUSH WITH THE GROUND SURFACE.  IT IS 67 FEET EAST OF THE
 RD2674'SOUTHEAST ABUTMENT OF THE BRIDGE OVERPASS AND 16.5 FEET SOUTH OF
 RD2674'THE CENTER OF CHEMAWA ROAD.
 RD2674'
 RD2674'REFERENCE MARK 2 IS A OREGON STATE HIGHWAY SURVEY DISK STAMPED
 RD2674'FREE 1968, CEMENTED IN A DRILL HOLE AT THE SOUTHWEST ABUTMENT OF
 RD2674'THE BRIDGE OVERPASS ON THE LOWER LEDGE ABOUT 1 FOOT HIGHER THAN
 RD2674'THE ROAD SURFACE.  IT IS 14 FEET SOUTH OF THE CENTER OF CHEMAWA
 RD2674'ROAD AND 1.5 FEET EAST OF THE EXTREME WEST END OF THE ABUTMENT.
 RD2674'
 RD2674'THE AZIMUTH MARK IS A CITY OF SALEM SURVEY MARK DISK STAMPED
 RD2674'PAUL 1972, CEMENTED IN A DRILL HOLE IN THE NORTHWEST CORNER OF A
 RD2674'BRIDGE ABUTMENT OVERPASS ACROSS INTERSTATE HIGHWAY 5.  IT IS 14
 RD2674'FEET NORTH OF THE CENTER OF PERKINS ROAD AND 2.5 FEET EAST OF THE
 RD2674'WEST END OF THE ABUTMENT.
 RD2674'
 RD2674'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON CHEMAWA
 RD2674'ROAD FOR 0.3 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTH
 RD2674'ON RADIANT DRIVE FOR 1.9 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT
 RD2674'AND GO EAST ON PERKINS ROAD FOR 0.25 MILE TO THE MARK ON THE LEFT.
 RD2674'
 RD2674'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 RD2674
 RD2674                          STATION RECOVERY (1975)
 RD2674
 RD2674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 RD2674'THE STATION WAS RECOVERED IN GOOD CONDITION, AND THEN DESTROYED
 RD2674'TO PERMIT HIGHWAY CONSTRUCTION.  THE UNDERGROUND MARK WAS NOT
 RD2674'DESTROYED, BUT IT WILL BE DESTROYED WHEN THIS ROAD IS
 RD2674'OBLITERATED.  TRIANGULATION STATION CHEMAWA 2 WAS ESTABLISHED,
 RD2674'SEE DESCRIPTION THEREOF.
 RD2674'
 RD2674'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RD2674'6 MILES NORTH OF SALEM.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2672 ***********************************************************************
 RD2672  DESIGNATION -  CHEMAWA 2
 RD2672  PID         -  RD2672
 RD2672  STATE/COUNTY-  OR/MARION
 RD2672  USGS QUAD   -  GERVAIS (1985)
 RD2672
 RD2672                         *CURRENT SURVEY CONTROL
 RD2672  ___________________________________________________________________
 RD2672* NAD 83(1991)-  45 00 19.58295(N)    122 59 44.27280(W)     ADJUSTED  
 RD2672* NAVD 88     -        57.8    (meters)     190.     (feet)  VERTCON   
 RD2672  ___________________________________________________________________
 RD2672  LAPLACE CORR-          -3.71  (seconds)                    DEFLEC99
 RD2672  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 RD2672  HORZ ORDER  -  SECOND
 RD2672
 RD2672.The horizontal coordinates were established by classical geodetic methods
 RD2672.and adjusted by the National Geodetic Survey in October 1991.
 RD2672
 RD2672.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD2672.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD2672
 RD2672.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2672
 RD2672.The geoid height was determined by GEOID03.
 RD2672
 RD2672;                    North         East     Units Scale Factor Converg.
 RD2672;SPC OR N     -   151,804.402 2,303,297.219   MT  0.99989863   -1 46 11.5
 RD2672;SPC OR N     -   498,045.94  7,556,749.41   iFT  0.99989863   -1 46 11.5
 RD2672;UTM  10      - 4,983,554.692   500,344.285   MT  0.99960000   +0 00 11.1
 RD2672
 RD2672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2672!SPC OR N     -   0.99999452  x   0.99989863  =   0.99989315
 RD2672!UTM  10      -   0.99999452  x   0.99960000  =   0.99959453
 RD2672
 RD2672|---------------------------------------------------------------------|
 RD2672| PID    Reference Object                     Distance      Geod. Az  |
 RD2672|                                                           dddmmss.s |
 RD2672| RD2674 CHEMAWA                              54.564 METERS 00034     |
 RD2672| RD2677 CHEMAWA 2 RM 5 AZIMUTH              APPROX. 2.7 KM 0183553.8 |
 RD2672| RD2668 CHEMAWA US INDIAN SCHOOL TANK       313.502 METERS 17344     |
 RD2672| CE2406 CHEMAWA 2 RM 4                                     18955     |
 RD2672| QE1934 SALEM RAD STA KAPT MAST             APPROX. 2.7 KM 1942435.5 |
 RD2672| CE2405 CHEMAWA 2 RM 3                       19.741 METERS 27624     |
 RD2672|---------------------------------------------------------------------|
 RD2672
 RD2672                          SUPERSEDED SURVEY CONTROL
 RD2672
 RD2672  NAD 83(1986)-  45 00 19.60676(N)    122 59 44.28687(W) AD(       ) 2
 RD2672  NAD 27      -  45 00 20.17629(N)    122 59 39.94088(W) AD(       ) 2
 RD2672  NGVD 29 (07/19/86)   56.8    (m)          186.     (f) VERT ANG    3  
 RD2672
 RD2672.Superseded values are not recommended for survey control.
 RD2672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2672.See file dsdata.txt to determine how the superseded data were derived.
 RD2672
 RD2672_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ0034483555(NAD 83)
 RD2672_MARKER: Z = SEE DESCRIPTION
 RD2672_SETTING: 0 = UNSPECIFIED SETTING
 RD2672
 RD2672  HISTORY     - Date     Condition        Report By
 RD2672  HISTORY     - 1975     MONUMENTED       NGS
 RD2672  HISTORY     - 1988     GOOD             USPSQD
 RD2672
 RD2672                          STATION DESCRIPTION
 RD2672
 RD2672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 RD2672'THE STATION IS 6 MILES NORTH OF SALEM, ON CHEMAWA ROAD, NEAR THE
 RD2672'NORTHEAST CORNER OF THE OVERPASS OVER INTERSTATE 5.
 RD2672'
 RD2672'TO REACH THE STATION FROM THE HOLLYWOOD STATION POST OFFICE, IN
 RD2672'NORTH SALEM, GO NORTH ON U.S. HIGHWAY 99E FOR 2.2 MILES TO THE
 RD2672'JUNCTION WITH INTERSTATE 5, TURN LEFT, AND GO NORTHWEST, AND NORTH
 RD2672'ON INTERSTATE 5 FOR 1.7 MILES TO CHEMAWA ROAD, AND THE STATION ON
 RD2672'THE OVERPASS.
 RD2672'
 RD2672'THE STATION MARK, STAMPED CHEMAWA 2 1974, IS A STANDARD DISK
 RD2672'CEMENTED IN A DRILL HOLE IN THE CONCRETE DECK OF THE OVERPASS, 39
 RD2672'FEET NORTH OF THE CENTER OF CHEMAWA ROAD, 23 FEET WEST-SOUTHWEST
 RD2672'OF THE NORTHEAST CORNER OF THE OVERPASS, 17 FEET EAST OF AN
 RD2672'EXPANSION PLATE, 8 FEET SOUTHWEST OF THE EAST END OF THE METAL
 RD2672'GUARDRAIL, 5 FEET SOUTHWEST OF A DRAIN, AND 3 FEET SOUTH OF THE
 RD2672'GUARD RAIL.
 RD2672'
 RD2672'REFERENCE MARK NO. 3, STAMPED CHEMAWA 2 NO 3 1974, IS A STANDARD
 RD2672'DISK CEMENTED IN A DRILL HOLE IN THE CONCRETE DECK OF THE
 RD2672'OVERPASS, 72 FEET WEST OF THE EAST END OF THE METAL GUARD RAIL,
 RD2672'40 FEET NORTH OF THE CENTER OF CHEMAWA ROAD, AND 2.5 FEET SOUTH
 RD2672'OF THE GUARD RAIL.
 RD2672'
 RD2672'REFERENCE MARK NO. 4, IS AN UNSTAMPED STATE HIGHWAY REFERENCE
 RD2672'MARK DISK SET IN THE CONCRETE DECK OF THE OVERPASS, AND IN THE
 RD2672'CENTER OF THE BICYCLE PATH, 5 FEET SOUTHWEST OF THE EAST END OF
 RD2672'THE METAL GUARD RAIL, AND 4 FEET NORTH OF THE SOUTH EDGE OF THE
 RD2672'BICYCLE PATH.
 RD2672'
 RD2672'TO REACH REFERENCE MARK NO. 5, (AZIMUTH MARK), FROM THE STATION
 RD2672'GO WEST ON CHEMAWA ROAD FOR 0.3 MILE TO RADIANT DRIVE NE, TURN
 RD2672'RIGHT, AND GO NORTH ON RADIANT DRIVE NE FOR 1.8 MILES TO AN OFFSET
 RD2672'CROSSROAD, TURN RIGHT, AND GO EAST ON PERKINS ROAD FOR 0.2 MILE TO
 RD2672'THE OVERPASS OVER INTERSTATE 5, AND REFERENCE MARK NO. 5 ON THE
 RD2672'RIGHT.
 RD2672'
 RD2672'REFERENCE MARK NO. 5, STAMPED CHEMAWA 2 AZ NO 5 1974, IS A
 RD2672'STANDARD DISK CEMENTED IN A DRILL HOLE IN THE CONCRETE DECK OF
 RD2672'THE OVERPASS, 17 FEET NORTHEAST OF THE SOUTHWEST CORNER OF THE
 RD2672'OVERPASS, 13 FEET SOUTH OF THE CENTER OF PERKINS ROAD, AND 4 FEET
 RD2672'NORTH OF THE GUARD RAIL.
 RD2672'
 RD2672'NOTE--THE STATION WAS MARKED IN 1974, AND OCCUPIED IN 1975.
 RD2672
 RD2672                          STATION RECOVERY (1988)
 RD2672
 RD2672'RECOVERY NOTE BY US POWER SQUADRON 1988 (RCB)
 RD2672'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2677 ***********************************************************************
 RD2677  DESIGNATION -  CHEMAWA 2 RM 5 AZIMUTH
 RD2677  PID         -  RD2677
 RD2677  STATE/COUNTY-  OR/MARION
 RD2677  USGS QUAD   -  GERVAIS (1985)
 RD2677
 RD2677                         *CURRENT SURVEY CONTROL
 RD2677  ___________________________________________________________________
 RD2677* NAD 83(1991)-  45 01 41.31319(N)    122 59 05.48903(W)     ADJUSTED  
 RD2677* NAVD 88     -        64.7    (meters)     212.     (feet)  VERTCON   
 RD2677  ___________________________________________________________________
 RD2677  LAPLACE CORR-          -3.97  (seconds)                    DEFLEC99
 RD2677  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 RD2677  HORZ ORDER  -  SECOND
 RD2677
 RD2677.The horizontal coordinates were established by classical geodetic methods
 RD2677.and adjusted by the National Geodetic Survey in October 1991.
 RD2677
 RD2677.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD2677.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD2677
 RD2677.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2677
 RD2677.The geoid height was determined by GEOID03.
 RD2677
 RD2677;                    North         East     Units Scale Factor Converg.
 RD2677;SPC OR N     -   154,299.793 2,304,223.667   MT  0.99989758   -1 45 44.0
 RD2677;SPC OR N     -   506,232.92  7,559,788.93   iFT  0.99989758   -1 45 44.0
 RD2677;UTM  10      - 4,986,076.800   501,192.832   MT  0.99960002   +0 00 38.6
 RD2677
 RD2677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2677!SPC OR N     -   0.99999344  x   0.99989758  =   0.99989103
 RD2677!UTM  10      -   0.99999344  x   0.99960002  =   0.99959347
 RD2677
 RD2677:                Primary Azimuth Mark                     Grid Az
 RD2677:SPC OR N     -  CHEMAWA 2                                200 22 05.2
 RD2677:UTM  10      -  CHEMAWA 2                                198 35 42.6
 RD2677
 RD2677|---------------------------------------------------------------------|
 RD2677| PID    Reference Object                     Distance      Geod. Az  |
 RD2677|                                                           dddmmss.s |
 RD2677| RD2672 CHEMAWA 2                           APPROX. 2.7 KM 1983621.2 |
 RD2677|---------------------------------------------------------------------|
 RD2677
 RD2677                          SUPERSEDED SURVEY CONTROL
 RD2677
 RD2677  NAD 83(1986)-  45 01 41.33683(N)    122 59 05.50272(W) AD(       ) 2
 RD2677  NAD 27      -  45 01 41.90678(N)    122 59 01.15663(W) AD(       ) 2
 RD2677  NGVD 29 (07/19/86)   63.7    (m)          209.     (f) VERT ANG    3  
 RD2677
 RD2677.Superseded values are not recommended for survey control.
 RD2677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2677.See file dsdata.txt to determine how the superseded data were derived.
 RD2677
 RD2677_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ0119386077(NAD 83)
 RD2677
 RD2677  HISTORY     - Date     Condition        Report By
 RD2677  HISTORY     - 1974     MONUMENTED       NGS
 RD2677  HISTORY     - 1988     GOOD             USPSQD
 RD2677
 RD2677                          STATION DESCRIPTION
 RD2677
 RD2677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 RD2677'SEE STATION CHEMAWA
 RD2677
 RD2677                          STATION RECOVERY (1988)
 RD2677
 RD2677'RECOVERY NOTE BY US POWER SQUADRON 1988 (RCB)
 RD2677'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2667 ***********************************************************************
 RD2667  DESIGNATION -  CHEMAWA TANK
 RD2667  PID         -  RD2667
 RD2667  STATE/COUNTY-  OR/MARION
 RD2667  USGS QUAD   -  GERVAIS (1985)
 RD2667
 RD2667                         *CURRENT SURVEY CONTROL
 RD2667  ___________________________________________________________________
 RD2667* NAD 83(1991)-  45 00 09.71692(N)    122 59 40.01045(W)     ADJUSTED  
 RD2667* NAVD 88     -              **(meters)            **(feet)            
 RD2667  ___________________________________________________________________
 RD2667  LAPLACE CORR-          -3.64  (seconds)                    DEFLEC99
 RD2667  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 RD2667  HORZ ORDER  -  THIRD
 RD2667
 RD2667.The horizontal coordinates were established by classical geodetic methods
 RD2667.and adjusted by the National Geodetic Survey in October 1991.
 RD2667
 RD2667
 RD2667.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2667
 RD2667.The geoid height was determined by GEOID03.
 RD2667
 RD2667;                    North         East     Units Scale Factor Converg.
 RD2667;SPC OR N     -   151,497.132 2,303,381.109   MT  0.99989876   -1 46 08.5
 RD2667;SPC OR N     -   497,037.83  7,557,024.64   iFT  0.99989876   -1 46 08.5
 RD2667;UTM  10      - 4,983,250.256   500,437.613   MT  0.99960000   +0 00 14.1
 RD2667
 RD2667                          SUPERSEDED SURVEY CONTROL
 RD2667
 RD2667  NAD 83(1986)-  45 00 09.74063(N)    122 59 40.02488(W) AD(       ) 4
 RD2667  NAD 27      -  45 00 10.29903(N)    122 59 35.65906(W) AD(       ) 3
 RD2667
 RD2667.Superseded values are not recommended for survey control.
 RD2667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2667.See file dsdata.txt to determine how the superseded data were derived.
 RD2667
 RD2667_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ0043883250(NAD 83)
 RD2667
 RD2667  HISTORY     - Date     Condition        Report By
 RD2667  HISTORY     - 1903     MONUMENTED       USE
 RD2667  HISTORY     - 1937     SEE DESCRIPTION  ORGS
 RD2667  HISTORY     - 1978     SEE DESCRIPTION  NGS
 RD2667
 RD2667                          STATION DESCRIPTION
 RD2667
 RD2667'DESCRIBED BY OREGON GEODETIC SURVEY 1937
 RD2667'THIS INTERSECTED POSITION WAS CENTER OF WOODEN WATER TANK ON
 RD2667'GROUNDS OF SALEM INDIAN SCHOOL, AT CHEMAWA.  IN 1935 IT WAS
 RD2667'LEARNED THAT TANK HAD BEEN TORN DOWN SOME YEARS PREVIOUSLY,
 RD2667'AND A SMALL BUILDING USED AS A DRY CLEANING ESTABLISHMENT
 RD2667'HAD BEEN ERECTED IN THE SAME LOCALITY.  TANK WAS ORIGINALLY
 RD2667'CONCENTRIC TO WELL, WHICH WAS SUBSEQUENTLY COVERED BY FLOOR OF
 RD2667'NEW BUILDING.  IN 1935 ARMY ENGINEERS REPRESENTATIVES SET A
 RD2667'U.S. COAST AND GEODETIC SURVEY DISK IN FLOOR OF BUILDING AT
 RD2667'POINT INDICATED BY U.S. INDIAN SERVICE EMPLOYEES AS BEING
 RD2667'OVER CENTER OF WELL.  DISK STAMPED CHEMAWA TANK SOT 1935.
 RD2667'BUILDING IS ABOUT 125 FEET SOUTHEAST OF BAKERY AND 200 FEET
 RD2667'NORTHEAST OF ELEVATED STEEL TANK, ALL IN SOUTHWEST PART OF
 RD2667'SCHOOL GROUNDS.  IN 1937 BUILDING WAS REPORTED TO BE A
 RD2667'ONE-STORY, CEMENT-PLASTERED STRUCTURE, PAINTED RED.
 RD2667
 RD2667                          STATION RECOVERY (1978)
 RD2667
 RD2667'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (EAT)
 RD2667'THE INTERSECTED POSITION OF THE FORMER TANK WAS MARKED APPROXIMATELY
 RD2667'ON THE GROUND BY A STANDARD DISK STAMPED CHEMAWA TANK SOT 1935.  THE
 RD2667'DISK WAS IN THE WAY OF CONSTRUCTION.  THE CONTRACTOR WAS GIVEN
 RD2667'PERMISSION TO REMOVE THE DISK.  IT HAS BEEN RECEIVED AT PACIFIC
 RD2667'MARINE CENTER, NOS.
 RD2667'
 RD2667'THE STATION IS DESTROYED.
 RD2667'
 RD2667'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RD2667'ABOUT 5 MILES NNE OF SALEM.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2666 ***********************************************************************
 RD2666  DESIGNATION -  CHEMAWA US INDIAN SCHOOL STACK
 RD2666  PID         -  RD2666
 RD2666  STATE/COUNTY-  OR/MARION
 RD2666  USGS QUAD   -  GERVAIS (1985)
 RD2666
 RD2666                         *CURRENT SURVEY CONTROL
 RD2666  ___________________________________________________________________
 RD2666* NAD 83(1991)-  45 00 01.16882(N)    122 59 39.76882(W)     ADJUSTED  
 RD2666* NAVD 88     -              **(meters)            **(feet)            
 RD2666  ___________________________________________________________________
 RD2666  LAPLACE CORR-          -3.59  (seconds)                    DEFLEC99
 RD2666  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 RD2666  HORZ ORDER  -  THIRD
 RD2666
 RD2666.The horizontal coordinates were established by classical geodetic methods
 RD2666.and adjusted by the National Geodetic Survey in October 1991.
 RD2666
 RD2666
 RD2666.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2666
 RD2666.The geoid height was determined by GEOID03.
 RD2666
 RD2666;                    North         East     Units Scale Factor Converg.
 RD2666;SPC OR N     -   151,233.242 2,303,378.253   MT  0.99989888   -1 46 08.3
 RD2666;SPC OR N     -   496,172.05  7,557,015.27   iFT  0.99989888   -1 46 08.3
 RD2666;UTM  10      - 4,982,986.482   500,442.922   MT  0.99960000   +0 00 14.3
 RD2666
 RD2666                          SUPERSEDED SURVEY CONTROL
 RD2666
 RD2666  NAD 83(1986)-  45 00 01.19236(N)    122 59 39.78290(W) AD(       ) 4
 RD2666  NAD 27      -  45 00 01.76233(N)    122 59 35.43841(W) AD(       ) 3
 RD2666
 RD2666.Superseded values are not recommended for survey control.
 RD2666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2666.See file dsdata.txt to determine how the superseded data were derived.
 RD2666
 RD2666_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ0044382986(NAD 83)
 RD2666
 RD2666  HISTORY     - Date     Condition        Report By
 RD2666  HISTORY     - 1940     MONUMENTED       CGS
 RD2666  HISTORY     - 1961     SEE DESCRIPTION  CGS
 RD2666  HISTORY     - 1972     SEE DESCRIPTION  NGS
 RD2666
 RD2666                          STATION DESCRIPTION
 RD2666
 RD2666'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 RD2666'THE BRICK STACK AT THE CHEMAWA INDIAN SCHOOL IS LOCATED ON THE
 RD2666'EXTREME SOUTH PART OF THE GROUNDS AND ABOUT 5 MILES NORTH NORTHEAST
 RD2666'OF SALEM.  IT IS A TALL BRICK STACK WEST OF THE SOUTHERN PACIFIC
 RD2666'R.R. TRACKS.  THE TOP OF THE STACK WAS INTERSECTED.
 RD2666
 RD2666                          STATION RECOVERY (1961)
 RD2666
 RD2666'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (FN)
 RD2666'THIS INTERSECTION STATION WAS RECOVERED AND FOUND IN GOOD
 RD2666'CONDITION.  LOCATED AT THE SOUTH PART OF THE CHEMAWA INDIAN SCHOOL,
 RD2666'THAT IS ABOUT 5 MILES NORTH NORTHEAST OF THE CENTER PART OF SALEM,
 RD2666'ABOUT 1/2 MILE WEST OF U.S. HIGHWAY 99E.  THIS BRICK STACK IS NOT
 RD2666'PAINTED.
 RD2666
 RD2666                          STATION RECOVERY (1972)
 RD2666
 RD2666'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LDF)
 RD2666'THE STATION WAS RECOVERED AS DESCRIBED.
 RD2666'
 RD2666'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RD2666'5 MILES NORTHEAST OF SALEM.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2668 ***********************************************************************
 RD2668  DESIGNATION -  CHEMAWA US INDIAN SCHOOL TANK
 RD2668  PID         -  RD2668
 RD2668  STATE/COUNTY-  OR/MARION
 RD2668  USGS QUAD   -  GERVAIS (1985)
 RD2668
 RD2668                         *CURRENT SURVEY CONTROL
 RD2668  ___________________________________________________________________
 RD2668* NAD 83(1991)-  45 00 09.48808(N)    122 59 42.71020(W)     ADJUSTED  
 RD2668* NAVD 88     -              **(meters)            **(feet)            
 RD2668  ___________________________________________________________________
 RD2668  LAPLACE CORR-          -3.64  (seconds)                    DEFLEC99
 RD2668  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 RD2668  HORZ ORDER  -  THIRD
 RD2668
 RD2668.The horizontal coordinates were established by classical geodetic methods
 RD2668.and adjusted by the National Geodetic Survey in October 1991.
 RD2668
 RD2668
 RD2668.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2668
 RD2668.The geoid height was determined by GEOID03.
 RD2668
 RD2668;                    North         East     Units Scale Factor Converg.
 RD2668;SPC OR N     -   151,491.897 2,303,321.798   MT  0.99989877   -1 46 10.4
 RD2668;SPC OR N     -   497,020.66  7,556,830.05   iFT  0.99989877   -1 46 10.4
 RD2668;UTM  10      - 4,983,243.191   500,378.511   MT  0.99960000   +0 00 12.2
 RD2668
 RD2668                          SUPERSEDED SURVEY CONTROL
 RD2668
 RD2668  NAD 83(1986)-  45 00 09.51165(N)    122 59 42.72423(W) AD(       ) 4
 RD2668  NAD 27      -  45 00 10.08162(N)    122 59 38.37862(W) AD(       ) 3
 RD2668
 RD2668.Superseded values are not recommended for survey control.
 RD2668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2668.See file dsdata.txt to determine how the superseded data were derived.
 RD2668
 RD2668_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ0037983243(NAD 83)
 RD2668
 RD2668  HISTORY     - Date     Condition        Report By
 RD2668  HISTORY     - 1940     MONUMENTED       CGS
 RD2668  HISTORY     - 1961     SEE DESCRIPTION  CGS
 RD2668
 RD2668                          STATION DESCRIPTION
 RD2668
 RD2668'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 RD2668'THE WATER TANK AT THE CHEMAWA INDIAN SCHOOL IS LOCATED ON THE WEST
 RD2668'PART OF THE GROUNDS AND ABOUT 5 MILES NORTH NORTHEAST OF SALEM.  IT
 RD2668'IS A TALL ELEVATED TANK PAINTED ALUMINUM AND HAS A CONCENTRIC
 RD2668'DOWNPIPE.  THE TOP OF THE TANK WAS INTERSECTED.
 RD2668
 RD2668                          STATION RECOVERY (1961)
 RD2668
 RD2668'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (FN)
 RD2668'THIS INTERSECTION STATION WAS RECOVERED AND FOUND IN GOOD
 RD2668'CONDITION.  LOCATED AT THE CHEMAWA INDIAN SCHOOL THAT IS ABOUT 5
 RD2668'MILES NORTH NORTHEAST OF THE CENTER PART OF SALEM.  THIS ELEVATED
 RD2668'WATER TANK IS PAINTED SILVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0730 ***********************************************************************
 PB0730  DESIGNATION -  CHEMULT PAC GAS TRANSM MICRO
 PB0730  PID         -  PB0730
 PB0730  STATE/COUNTY-  OR/KLAMATH
 PB0730  USGS QUAD   -  WALKER MTN (1967)
 PB0730
 PB0730                         *CURRENT SURVEY CONTROL
 PB0730  ___________________________________________________________________
 PB0730* NAD 83(1991)-  43 18 19.53284(N)    121 43 00.09491(W)     ADJUSTED  
 PB0730* NAVD 88     -              **(meters)            **(feet)            
 PB0730  ___________________________________________________________________
 PB0730  LAPLACE CORR-           5.32  (seconds)                    DEFLEC99
 PB0730  GEOID HEIGHT-         -21.30  (meters)                     GEOID03
 PB0730  HORZ ORDER  -  THIRD
 PB0730
 PB0730.The horizontal coordinates were established by classical geodetic methods
 PB0730.and adjusted by the National Geodetic Survey in October 1991.
 PB0730
 PB0730
 PB0730.The Laplace correction was computed from DEFLEC99 derived deflections.
 PB0730
 PB0730.The geoid height was determined by GEOID03.
 PB0730
 PB0730;                    North         East     Units Scale Factor Converg.
 PB0730;SPC OR S     -   182,754.602 1,401,296.082   MT  0.99989745   -0 49 56.6
 PB0730;SPC OR S     -   599,588.59  4,597,428.09   iFT  0.99989745   -0 49 56.6
 PB0730;UTM  10      - 4,795,532.260   604,081.179   MT  0.99973326   +0 52 49.0
 PB0730
 PB0730                          SUPERSEDED SURVEY CONTROL
 PB0730
 PB0730  NAD 83(1986)-  43 18 19.53697(N)    121 43 00.10660(W) AD(       ) 4
 PB0730  NAD 27      -  43 18 20.07844(N)    121 42 56.02111(W) AD(       ) 3
 PB0730
 PB0730.Superseded values are not recommended for survey control.
 PB0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0730.See file dsdata.txt to determine how the superseded data were derived.
 PB0730
 PB0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFN0408195532(NAD 83)
 PB0730
 PB0730  HISTORY     - Date     Condition        Report By
 PB0730  HISTORY     - 1971     MONUMENTED       NGS
 PB0730
 PB0730                          STATION DESCRIPTION
 PB0730
 PB0730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 PB0730'THE POINT INTERSECTED WAS THE DETERMINED CENTER OF THE PACIFIC
 PB0730'GAS TRANSMISSION COMPANY MICROWAVE TOWER KBF 893 WHICH IS LOCATED
 PB0730'ABOUT 7 MILES NORTH OF CHEMULT AND ON THE SUMMIT OF WALKER
 PB0730'MOUNTAIN.  IT IS A 3 LEGGED STEEL STRUCTURE, TRIANGULAR IN CROSS
 PB0730'SECTION SUPPORTING 3 DISH SHAPED ANTENNAS (APPROXIMATELY 10 FEET
 PB0730'IN DIAMETER) THE BOTTOM ONE IS ABOUT 24 FEET FROM THE BOTTOM AND
 PB0730'FACING NORTH, THE OTHER 2 ARE SITUATED NEAR THE TOP FACING
 PB0730'NORTH AND SOUTH RESPECTIVELY AND A SMALLER DISH SHAPED ANTENNA
 PB0730'SITUATED ABOUT 16 FEET FROM THE TOP AND FACING SOUTH-SOUTHWEST
 PB0730'AND A STRAIGHT ANTENNA ATTACHED TO THE TOP.  THE OVERALL HEIGHT
 PB0730'BEING ABOUT 80 FEET.  A TRAVERSE CONNECTION WAS MADE TO
 PB0730'TRIANGULATION STATION WALKER MT 1933, THE DISTANCE BEING
 PB0730'105.33 FEET OR 32.104 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2092 ***********************************************************************
 RC2092  DESIGNATION -  CHENOWETH
 RC2092  PID         -  RC2092
 RC2092  STATE/COUNTY-  OR/WASCO
 RC2092  USGS QUAD   -  THE DALLES NORTH (1994)
 RC2092
 RC2092                         *CURRENT SURVEY CONTROL
 RC2092  ___________________________________________________________________
 RC2092* NAD 83(1991)-  45 38 29.90318(N)    121 12 39.75524(W)     ADJUSTED  
 RC2092* NAVD 88     -       123.     (meters)     404.     (feet)  SCALED    
 RC2092  ___________________________________________________________________
 RC2092  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 RC2092  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 RC2092  HORZ ORDER  -  THIRD
 RC2092
 RC2092.The horizontal coordinates were established by classical geodetic methods
 RC2092.and adjusted by the National Geodetic Survey in October 1991.
 RC2092
 RC2092.The orthometric height was scaled from a topographic map.
 RC2092
 RC2092.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2092
 RC2092.The geoid height was determined by GEOID03.
 RC2092
 RC2092;                    North         East     Units Scale Factor Converg.
 RC2092;SPC OR N     -   219,709.239 2,444,570.430   MT  0.99992863   -0 30 15.3
 RC2092;SPC OR N     -   720,830.84  8,020,244.19   iFT  0.99992863   -0 30 15.3
 RC2092;SPC WA S     -    34,518.789   444,563.795   MT  1.00004896   -0 30 59.4
 RC2092;SPC WA S     -   113,250.39  1,458,539.72   sFT  1.00004896   -0 30 59.4
 RC2092;UTM  10      - 5,055,788.858   639,414.138   MT  0.99983896   +1 16 45.4
 RC2092
 RC2092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2092!SPC OR N     -   0.99998408  x   0.99992863  =   0.99991271
 RC2092!SPC WA S     -   0.99998408  x   1.00004896  =   1.00003304
 RC2092!UTM  10      -   0.99998408  x   0.99983896  =   0.99982304
 RC2092
 RC2092:                Primary Azimuth Mark                     Grid Az
 RC2092:SPC OR N     -  CRATES POINT LIGHT                       042 16 51.5
 RC2092:SPC WA S     -  CRATES POINT LIGHT                       042 17 35.6
 RC2092:UTM  10      -  CRATES POINT LIGHT                       040 29 50.8
 RC2092
 RC2092|---------------------------------------------------------------------|
 RC2092| PID    Reference Object                     Distance      Geod. Az  |
 RC2092|                                                           dddmmss.s |
 RC2092| RC2095 CRATES POINT LIGHT                  APPROX. 1.1 KM 0414636.2 |
 RC2092| RC2090 PORTLAND SPOKANE AWY BCN 7 B        APPROX. 3.5 KM 0690240.1 |
 RC2092| RC2087 DALLES RADIO RNG CEN ANT POLE       APPROX. 2.4 KM 1010249.2 |
 RC2092| RC2056 PORTLAND SPOKANE AWY BCN 7 A        APPROX. 3.7 KM 1420903.0 |
 RC2092| RC2097 IRON POST ON SOUTH LINE              39.300 METERS 14547     |
 RC2092| RC2100 KLINDT POINT LIGHT                  APPROX. 2.0 KM 1461452.7 |
 RC2092| RC2059 THE DALLES OLD WASCO CO CTHSE       APPROX. 4.9 KM 1551351.3 |
 RC2092| RC2057 WEST DALLES LIGHT                   APPROX. 3.0 KM 1601246.3 |
 RC2092| RC2061 THE DALLES POL BARRACKS AERIAL      APPROX. 4.1 KM 1622503.1 |
 RC2092| CF4948 STONE FENCE                          80.467 METERS 18751     |
 RC2092| CF4211 CHENOWETH RM 1                        5.677 METERS 21407     |
 RC2092| CF4212 CHENOWETH RM 2                       15.670 METERS 29000     |
 RC2092| RC2080 CHARLIE                             APPROX. 2.5 KM 3343054.2 |
 RC2092| RC2096 PORTLAND SPOK BN 73 MI BLINKER      APPROX. 3.7 KM 3484734.5 |
 RC2092|---------------------------------------------------------------------|
 RC2092
 RC2092                          SUPERSEDED SURVEY CONTROL
 RC2092
 RC2092  NAD 83(1986)-  45 38 29.91605(N)    121 12 39.74536(W) AD(       ) 3
 RC2092  NAD 27      -  45 38 30.47000(N)    121 12 35.49300(W) AD(       ) 3
 RC2092
 RC2092.Superseded values are not recommended for survey control.
 RC2092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2092.See file dsdata.txt to determine how the superseded data were derived.
 RC2092
 RC2092_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR3941455789(NAD 83)
 RC2092_MARKER: Z = SEE DESCRIPTION
 RC2092_SETTING: 0 = UNSPECIFIED SETTING
 RC2092
 RC2092  HISTORY     - Date     Condition        Report By
 RC2092  HISTORY     - 1939     MONUMENTED       CGS
 RC2092  HISTORY     - 1944     SEE DESCRIPTION  ORDT
 RC2092  HISTORY     - 1949     SEE DESCRIPTION  CGS
 RC2092  HISTORY     - 1959     SEE DESCRIPTION  CGS
 RC2092
 RC2092                          STATION DESCRIPTION
 RC2092
 RC2092'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (WMS)
 RC2092'STATION IS ON A SMALL KNOB ON THE EDGE OF A BENCH OVERLOOKING THE
 RC2092'FIRST ROCK CUT ON U.S. HIGHWAY 30 NNW OF THE DALLES, OREGON.  IT
 RC2092'IS 264 FEET N OF THE E END OF A STONE FENCE, AND ABOUT 6 FEET SW
 RC2092'OF A WIRE FENCE RUNNING OVER THE TOP OF THE KNOB.
 RC2092'
 RC2092'STATION MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 RC2092'SOLID ROCK.
 RC2092'
 RC2092'REFERENCE MARK NO.1 IS A STANDARD DISK MARK WITH ARROW POINTING
 RC2092'TOWARD STATION CEMENTED IN DRILL HOLE IN ROCK SSW OF STATION,
 RC2092'STAMPED CHENOWETH NO.1 1939.
 RC2092'
 RC2092'REFERENCE MARK NO.2 IS A STANDARD DISK WITH ARROW POINTING TOWARD
 RC2092'STATION, CEMENTED IN DRILL HOLE IN SOLID ROCK WNW OF STATION,
 RC2092'STAMPED CHENOWETH NO.2 1939.
 RC2092'
 RC2092'STATION IS REACHED AS FOLLOWS--FROM THE POST OFFICE AT THE
 RC2092'DALLES, OREGON, GO N ON U.S. HIGHWAY 30 ABOUT 3.3 MILES TO MILE
 RC2092'POST 87 AND A RANCH ROAD TO THE LEFT.  THIS IS 1.1 MILES DOWN
 RC2092'RIVER BY ROAD FROM CHENOWETH CREEK BRIDGE.  FROM THE INTERSECTION
 RC2092'OF ROADS GO SE UP FACE OF SLOPE TO THE POINT WHERE WIRE FENCE
 RC2092'CROSSES THE SMALL KNOB.  AND THE STATION.
 RC2092
 RC2092                          STATION RECOVERY (1944)
 RC2092
 RC2092'RECOVERY NOTE BY OREGON DEPARTMENT OF TRANSPORTATION 1944 (AAK)
 RC2092'A.A. KIRKWOOD, LOCATING ENGINEER FOR STATE HIGHWAY DEPARTMENT,
 RC2092'REPORTS THAT THE DESCRIPTION SHOULD READ STATION IS ON A SMALL
 RC2092'KNOB ON THE EDGE OF A BENCH OVERLOOKING U.S. HIGHWAY 30 NNW OF THE
 RC2092'DALLES, OREGON.  THE PART ABOUT THE FIRST ROCK CUT SHOULD BE LEFT
 RC2092'OUT.
 RC2092
 RC2092                          STATION RECOVERY (1949)
 RC2092
 RC2092'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (HJH)
 RC2092'STATION MARK WAS FOUND DESTROYED BY FREEZING ACTION.  THE MARK WAS
 RC2092'FOUND INTACT IN SECTION OF STONE LYING LOOSELY ABOUT THE SITE OF
 RC2092'THE STATION.  BOTH REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 RC2092'
 RC2092'STATION MARK WAS LEFT IN SECTION OF STONE AT THE SITE OF THE
 RC2092'STATION.  IT WAS NOT REPLACED AT THIS TIME.
 RC2092
 RC2092                          STATION RECOVERY (1959)
 RC2092
 RC2092'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LGT)
 RC2092'NO TRACE OF THE STATION MARK COULD BE FOUND.  BOTH REFERENCE
 RC2092'MARKS WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1696 ***********************************************************************
 RD1696  DESIGNATION -  CHERRY
 RD1696  PID         -  RD1696
 RD1696  STATE/COUNTY-  OR/MARION
 RD1696  USGS QUAD   -  MISSION BOTTOM (1993)
 RD1696
 RD1696                         *CURRENT SURVEY CONTROL
 RD1696  ___________________________________________________________________
 RD1696* NAD 83(1991)-  45 04 22.65035(N)    123 01 25.82130(W)     ADJUSTED  
 RD1696* NAVD 88     -        35.     (meters)     115.     (feet)  VERTCON   
 RD1696  ___________________________________________________________________
 RD1696  LAPLACE CORR-          -5.94  (seconds)                    DEFLEC99
 RD1696  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 RD1696  HORZ ORDER  -  SECOND
 RD1696
 RD1696.The horizontal coordinates were established by classical geodetic methods
 RD1696.and adjusted by the National Geodetic Survey in October 1991.
 RD1696
 RD1696.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD1696.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD1696
 RD1696.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1696
 RD1696.The geoid height was determined by GEOID03.
 RD1696
 RD1696;                    North         East     Units Scale Factor Converg.
 RD1696;SPC OR N     -   159,372.563 2,301,308.964   MT  0.99989597   -1 47 23.5
 RD1696;SPC OR N     -   522,875.86  7,550,226.26   iFT  0.99989597   -1 47 23.5
 RD1696;UTM  10      - 4,991,055.485   498,123.488   MT  0.99960004   -0 01 00.8
 RD1696
 RD1696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1696!SPC OR N     -   0.99999808  x   0.99989597  =   0.99989405
 RD1696!UTM  10      -   0.99999808  x   0.99960004  =   0.99959812
 RD1696
 RD1696:                Primary Azimuth Mark                     Grid Az
 RD1696:SPC OR N     -  FOLLETTS                                 327 07 47.1
 RD1696:UTM  10      -  FOLLETTS                                 325 21 24.4
 RD1696
 RD1696|---------------------------------------------------------------------|
 RD1696| PID    Reference Object                     Distance      Geod. Az  |
 RD1696|                                                           dddmmss.s |
 RD1696| DD9695 FOLLETTS                                           3252023.6 |
 RD1696|---------------------------------------------------------------------|
 RD1696
 RD1696                          SUPERSEDED SURVEY CONTROL
 RD1696
 RD1696  NAD 83(1986)-  45 04 22.67424(N)    123 01 25.83360(W) AD(       ) 2
 RD1696  NAD 27      -  45 04 23.24583(N)    123 01 21.48261(W) AD(       ) 2
 RD1696  NGVD 29 (07/19/86)   34.     (m)          112.     (f) VERT ANG    3  
 RD1696
 RD1696.Superseded values are not recommended for survey control.
 RD1696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1696.See file dsdata.txt to determine how the superseded data were derived.
 RD1696
 RD1696_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ9812391055(NAD 83)
 RD1696_MARKER: Z = SEE DESCRIPTION
 RD1696_SETTING: 0 = UNSPECIFIED SETTING
 RD1696
 RD1696  HISTORY     - Date     Condition        Report By
 RD1696  HISTORY     - 1972     MONUMENTED       OR-047
 RD1696  HISTORY     - 1989     MARK NOT FOUND   USGS
 RD1696
 RD1696                          STATION DESCRIPTION
 RD1696
 RD1696'DESCRIBED BY MARION COUNTY OREGON 1972 (ADG)
 RD1696'THE STATION IS LOCATED ABOUT 3.2 MILES WEST AND 1.7 MILES NORTH
 RD1696'OF THE CITY OF BROOKS AND SITUATED IN THE S.E. 1/4 OF THE S.W. 1/4
 RD1696'OF SECTION 2, TOWNSHIP 6 SOUTH, RANGE 3 WEST, WILLAMETTE MERIDIAN,
 RD1696'MARION COUNTY, OREGON.
 RD1696'
 RD1696'TO REACH THE STATION FROM THE BROOKS INTERCHANGE ON I-5 FREEWAY,
 RD1696'GO WEST ON COUNTY ROAD NO. 609 FOR 1.8 MILES TO A T (AS FAR AS
 RD1696'YOU CAN GO).  TURN RIGHT (NORTH) ON MARKET ROAD NO. 24 AND GO
 RD1696'ABOUT 1.8 MILES TO THE STATION MARK.  POINT IS ABOUT 250 FEET
 RD1696'SOUTH OF A FRUIT STAND ON THE WEST SIDE OF THE ROAD.  POINT IS
 RD1696'CENTERLINE STATION P.I. 385+31.7 AND IS A COUNTY MONUMENT.
 RD1696'POINT IS 2027 FEET NORTHWESTERLY OF THE INTERSECTION OF M.R. 24
 RD1696'AND C.R. 602.
 RD1696'
 RD1696'THE STATION MARK IS A MARION COUNTY BRASS DISK STAMPED MARION
 RD1696'COUNTY.  T6S, R3W.  M.R. 24.  P.I. 385+31.7, SET IN THE TOP OF
 RD1696'AN 8 INCH CYLINDRICAL CONCRETE POST AND 7 INCHES BELOW THE SURFACE
 RD1696'OF THE PAVEMENT.  A MARION COUNTY CAST IRON BOX ENCASES THE TOP
 RD1696'OF THE CONCRETE POST AND HAS A METAL COVER EMBOSSED WITH THE
 RD1696'WORDS MARION COUNTY MONUMENT.  THERE IS NO UNDERGROUND STATION
 RD1696'MARK FOR THIS STATION.
 RD1696'
 RD1696'AZIMUTH MARK IS STATION FOLLETTS WHICH IS 4371 FEET NORTHWESTERLY
 RD1696'OF STATION CHERRY AND IS ABOUT 116 FEET SOUTHERLY OF THE
 RD1696'INTERSECTION OF M.R. 24 WITH C.R. 601 (THE ROAD INTO THE OLD
 RD1696'METHODIST MISSION LANDING).  POINT IS CENTERLINE STATION
 RD1696'P.C. 429+03.0 OF MARKET ROAD NO. 24.  THE AZIMUTH MARK IS A
 RD1696'MARION COUNTY BRASS DISK STAMPED MARION COUNTY.  T6S,
 RD1696'R3W.  M.R. 24.  P.C. 429+03.0, SET IN THE TOP OF AN 8 INCH
 RD1696'CYLINDRICAL CONCRETE POST AND 7 INCHES BELOW THE SURFACE OF
 RD1696'THE PAVEMENT.  A MARION COUNTY CAST IRON BOX EMBOSSED WITH THE
 RD1696'WORDS MARION COUNTY MONUMENT.  THERE IS NO UNDERGROUND STATION
 RD1696'MARK FOR THIS AZIMUTH MARK.
 RD1696
 RD1696                          STATION RECOVERY (1989)
 RD1696
 RD1696'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1989 (KP)
 RD1696'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA1408 ***********************************************************************
 RA1408  DESIGNATION -  CHERRY
 RA1408  PID         -  RA1408
 RA1408  STATE/COUNTY-  OR/WALLOWA
 RA1408  USGS QUAD   -  DEADHORSE RIDGE (1963)
 RA1408
 RA1408                         *CURRENT SURVEY CONTROL
 RA1408  ___________________________________________________________________
 RA1408* NAD 83(1991)-  45 49 45.35715(N)    116 52 09.10937(W)     ADJUSTED  
 RA1408* NAVD 88     -      1573.4    (meters)    5162.     (feet)  VERTCON   
 RA1408  ___________________________________________________________________
 RA1408  LAPLACE CORR-          -5.95  (seconds)                    DEFLEC99
 RA1408  GEOID HEIGHT-         -16.55  (meters)                     GEOID03
 RA1408  HORZ ORDER  -  SECOND
 RA1408
 RA1408.The horizontal coordinates were established by classical geodetic methods
 RA1408.and adjusted by the National Geodetic Survey in October 1991.
 RA1408
 RA1408.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1408.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1408
 RA1408.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1408
 RA1408.The geoid height was determined by GEOID03.
 RA1408
 RA1408;                    North         East     Units Scale Factor Converg.
 RA1408;SPC OR N     -   246,656.046 2,782,011.849   MT  0.99996107   +2 34 29.7
 RA1408;SPC OR N     -   809,239.00  9,127,335.46   iFT  0.99996107   +2 34 29.7
 RA1408;SPC ID W     -   463,073.734   713,042.985   MT  1.00002626   -0 48 10.1
 RA1408;SPC ID W     - 1,519,267.74  2,339,375.19   sFT  1.00002626   -0 48 10.1
 RA1408;UTM  11      - 5,075,086.362   510,159.482   MT  0.99960127   +0 05 37.8
 RA1408
 RA1408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1408!SPC OR N     -   0.99975599  x   0.99996107  =   0.99971707
 RA1408!SPC ID W     -   0.99975599  x   1.00002626  =   0.99978225
 RA1408!UTM  11      -   0.99975599  x   0.99960127  =   0.99935736
 RA1408
 RA1408|---------------------------------------------------------------------|
 RA1408| PID    Reference Object                     Distance      Geod. Az  |
 RA1408|                                                           dddmmss.s |
 RA1408| CH7095 CHERRY RM 1                           4.542 METERS 15126     |
 RA1408| RA1409 DEADHORSE                           APPROX. 2.0 KM 1903915.1 |
 RA1408| CH7096 CHERRY RM 2                           6.864 METERS 26345     |
 RA1408|---------------------------------------------------------------------|
 RA1408
 RA1408                          SUPERSEDED SURVEY CONTROL
 RA1408
 RA1408  NAD 83(1986)-  45 49 45.35892(N)    116 52 09.10884(W) AD(       ) 2
 RA1408  NAD 27      -  45 49 45.79504(N)    116 52 05.57932(W) AD(       ) 2
 RA1408  NGVD 29 (07/19/86) 1572.2    (m)         5158.     (f) VERT ANG    3  
 RA1408
 RA1408.Superseded values are not recommended for survey control.
 RA1408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1408.See file dsdata.txt to determine how the superseded data were derived.
 RA1408
 RA1408_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL1015975086(NAD 83)
 RA1408_MARKER: Z = SEE DESCRIPTION
 RA1408_SETTING: 0 = UNSPECIFIED SETTING
 RA1408
 RA1408  HISTORY     - Date     Condition        Report By
 RA1408  HISTORY     - 1945     MONUMENTED       CGS
 RA1408
 RA1408                          STATION DESCRIPTION
 RA1408
 RA1408'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JTJ)
 RA1408'THE STATION IS LOCATED ON A PROMINENT BALD, ROCKY KNOB NEAR THE N
 RA1408'END OF DEADHORSE RIDGE.  THE RIDGE IS PROMINENT AND IS BETWEEN
 RA1408'COOK AND CHERRY CREEKS.  IT IS ABOUT 18 MILES N OF IMNAHA, 3-1/2
 RA1408'MILES WSW OF THE SNAKE RIVER AT THE MOUTH OF THE SALMON RIVER,
 RA1408'2 MILES N OF DEADHORSE SPRING, AND 1 MILE NNE OF DEADHORSE
 RA1408'BUTTE.  THE STATION IS ABOUT 150 FEET E OF AND 40 FEET LOWER
 RA1408'THAN A LARGE KNOB ON THE SAME RIDGE.  ABOUT 5 FEET E OF THE
 RA1408'STATION THE RIDGE DROPS OFF VERY STEEPLY TO THE NE.
 RA1408'
 RA1408'STATION MARK IS A BRONZE STATION DISK STAMPED CHERRY 1945 AND SET
 RA1408'IN BEDROCK FLUSH WITH THE GROUND.
 RA1408'
 RA1408'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK STAMPED CHERRY NO
 RA1408'1 1945 AND SET IN BEDROCK.  IT IS FLUSH WITH THE GROUND AND 5 FEET
 RA1408'LOWER THAN THE STATION.
 RA1408'
 RA1408'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK STAMPED CHERRY NO
 RA1408'2 1945 AND SET IN BEDROCK.  IT IS FLUSH WITH THE GROUND AND ABOUT
 RA1408'4 FEET LOWER THAN THE STATION.
 RA1408'
 RA1408'THERE IS NO AZIMUTH MARK.
 RA1408'
 RA1408'THE STATION IS REACHED FROM ENTERPRISE POST OFFICE BY GOING S
 RA1408'ON STATE HIGHWAY 82 TOWARDS JOSEPH FOR 3.2 MILES TO ROAD
 RA1408'FORKS.  TAKE THE LEFT FORK AS PER SIGN BUCKHORN 35, RED HILL
 RA1408'L.O. AND GO 5.2 MILES ON THE MAIN TRAVELED ROAD N AS PER SIGNS
 RA1408'BUCKHORN AND ZUMWALT TO ROAD FORKS.  TAKE RIGHT FORK AND GO 21.1
 RA1408'MILES TO AN OLD SCHOOL BUILDING ON THE RIGHT SIDE OF THE
 RA1408'ROAD.  CONTINUE ON ROAD FOR 2.8 MILES TO SIGN WALLOWA NATIONAL
 RA1408'FOREST.  CONTINUE ON MAIN TRAVELED ROAD FOR 8.4 MILES TO ROAD
 RA1408'FORKS AT MILEPOST 42.  TAKE LEFT FORK AS PER SIGN BILLY MEADOWS 18
 RA1408'AND GO 1.1 MILES TO SIGN DEADHORSE SPRING 3 AND 0.1 MILE PAST
 RA1408'MILEPOST 43.  TURN RIGHT ONTO TRACK ROAD TOWARDS DEADHORSE SPRING
 RA1408'AND GO 2.7 MILES TO ROAD FORKS.  TAKE LEFT FORK ALONG TOP OF
 RA1408'RIDGE OPPOSITE SIGN DEADHORSE SPRING AND GO 1.3 MILES TO A
 RA1408'SUPPLY CABIN AND END OF ROAD.  PACK N ALONG RIDGE AND WELL
 RA1408'DEFINED TRAIL FOR ABOUT 0.4 MILE TO A SMALL POLE CORRAL ON THE
 RA1408'E SIDE OF A BALD KNOLL.  CONTINUE ALONG TOP OF RIDGE ON DIM
 RA1408'STOCK TRAIL, CROSS A DEEP SADDLE, AND AFTER ABOUT 0.6 MILE
 RA1408'COME TO END OF RIDGE AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0906 ***********************************************************************
 NY0906  DESIGNATION -  CHERRY CREEK
 NY0906  PID         -  NY0906
 NY0906  STATE/COUNTY-  OR/KLAMATH
 NY0906  USGS QUAD   -  SPRAGUE RIVER WEST (1985)
 NY0906
 NY0906                         *CURRENT SURVEY CONTROL
 NY0906  ___________________________________________________________________
 NY0906* NAD 83(1991)-  42 23 56.23431(N)    121 31 04.57800(W)     ADJUSTED  
 NY0906* NAVD 88     -      1767.7    (meters)    5800.     (feet)  VERTCON   
 NY0906  ___________________________________________________________________
 NY0906  LAPLACE CORR-           2.99  (seconds)                    DEFLEC99
 NY0906  GEOID HEIGHT-         -22.03  (meters)                     GEOID03
 NY0906  HORZ ORDER  -  SECOND
 NY0906
 NY0906.The horizontal coordinates were established by classical geodetic methods
 NY0906.and adjusted by the National Geodetic Survey in October 1991.
 NY0906
 NY0906.The NAVD 88 height was computed by applying the VERTCON shift value to
 NY0906.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NY0906
 NY0906.The Laplace correction was computed from DEFLEC99 derived deflections.
 NY0906
 NY0906.The geoid height was determined by GEOID03.
 NY0906
 NY0906;                    North         East     Units Scale Factor Converg.
 NY0906;SPC OR S     -    81,855.141 1,416,195.275   MT  0.99998412   -0 41 47.1
 NY0906;SPC OR S     -   268,553.61  4,646,309.96   iFT  0.99998412   -0 41 47.1
 NY0906;UTM  10      - 4,695,137.003   621,972.418   MT  0.99978305   +0 59 58.1
 NY0906
 NY0906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NY0906!SPC OR S     -   0.99972629  x   0.99998412  =   0.99971041
 NY0906!UTM  10      -   0.99972629  x   0.99978305  =   0.99950940
 NY0906
 NY0906:                Primary Azimuth Mark                     Grid Az
 NY0906:SPC OR S     -  SPODUE MTN LOOKOUT TOWER                 044 06 37.9
 NY0906:UTM  10      -  SPODUE MTN LOOKOUT TOWER                 042 24 52.7
 NY0906
 NY0906|---------------------------------------------------------------------|
 NY0906| PID    Reference Object                     Distance      Geod. Az  |
 NY0906|                                                           dddmmss.s |
 NY0906| NY0867 SPODUE MTN LOOKOUT TOWER            APPROX.29.7 KM 0432450.8 |
 NY0906| CD7092 CHERRY CREEK RM 1                     7.322 METERS 07650     |
 NY0906| CD7093 CHERRY CREEK RM 2                     5.989 METERS 15714     |
 NY0906| CD7091 CHERRY CREEK AZ MK                                 2072757.0 |
 NY0906| NY0911 SWAN LAKE PT BONNEVILLE MICROW      APPROX.12.4 KM 2744247.2 |
 NY0906|---------------------------------------------------------------------|
 NY0906
 NY0906                          SUPERSEDED SURVEY CONTROL
 NY0906
 NY0906  NAD 83(1986)-  42 23 56.23719(N)    121 31 04.58354(W) AD(       ) 2
 NY0906  NAD 27      -  42 23 56.72114(N)    121 31 00.56816(W) AD(       ) 2
 NY0906  NGVD 29 (07/19/86) 1766.6    (m)         5796.     (f) VERT ANG    3  
 NY0906
 NY0906.Superseded values are not recommended for survey control.
 NY0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0906.See file dsdata.txt to determine how the superseded data were derived.
 NY0906
 NY0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM2197295137(NAD 83)
 NY0906_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NY0906_SETTING: 80 = SET IN A BOULDER
 NY0906_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 NY0906
 NY0906  HISTORY     - Date     Condition        Report By
 NY0906  HISTORY     - 1948     MONUMENTED       CGS
 NY0906  HISTORY     - 1967     SEE DESCRIPTION  CGS
 NY0906
 NY0906                          STATION DESCRIPTION
 NY0906
 NY0906'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MTP)
 NY0906'THE STATION IS LOCATED ABOUT 10-1/2 MILES NORTH OF DAIRY, 4 MILES
 NY0906'SOUTH OF SPRAGUE RIVER AND 1 MILE NORTH OF THE SOUTHERN BOUNDARY
 NY0906'OF THE KLAMATH INDIAN RESERVATION.  IT IS ON A ROCKY, BRUSH
 NY0906'COVERED PINNACLE, NEAR THE NORTHWEST END OF A PROMINENT RIDGE
 NY0906'WHICH IS AN EXTENSION TO THE WESTWARD FROM ROUND MOUNTAIN.  IT IS
 NY0906'MARKED BY A STANDARD DISK SET IN A 2 BY 3 FOOT BOULDER
 NY0906'PROJECTING 18 INCHES ABOVE THE SURFACE.  20 FEET NORTHWEST OF
 NY0906'THE HIGHEST POINT OF THE RIDGE AND IS STAMPED CHERRY CREEK
 NY0906'1948.
 NY0906'
 NY0906'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A 2-1/2 BY 1-1/2
 NY0906'FOOT BOULDER, ABOUT 2 FEET BELOW STATION ELEVATION, 15 FEET NORTH
 NY0906'OF THE SOUTH EDGE OF PINNACLE AND IS STAMPED CHERRY CREEK NO 1
 NY0906'1948.
 NY0906'
 NY0906'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN BEDROCK, 4 FEET
 NY0906'EAST OF A 15 FOOT DROP OFF AND 1-1/2 FEET NORTHWEST OF THE HIGHEST
 NY0906'POINT OF THE PINNACLE.  IT IS STAMPED CHERRY CREEK NO 2 1948.
 NY0906'
 NY0906'THE AZIMUTH MARK IS A STANDARD DISK SET IN A BURIED BOULDER
 NY0906'FLUSH WITH THE SURFACE OF THE GROUND, 17 FEET NORTHWEST OF THE
 NY0906'CENTERLINE OF THE ROAD, 15-1/2 FEET SOUTHEAST OF A FENCELINE AND
 NY0906'2.8 FEET EAST OF A WITNESS POST.  IT IS STAMPED CHERRY CREEK 1948.
 NY0906'
 NY0906'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS NO. 66
 NY0906'AND 70, IN DAIRY, GO NORTHEAST ON HIGHWAY NO. 66 FOR 3 MILES TO
 NY0906'A GRAVEL CROSSROAD AND SIGN HILDERBRAND, TURN LEFT, GOING 1.6
 NY0906'MILES TO A Y-INTERSECTION THENCE RIGHT FOR 1/2 MILE TO THE POST
 NY0906'OFFICE IN HILDERBRAND (ABANDONED).  KEEP STRAIGHT AHEAD FOR
 NY0906'1/2 MILE TO A CROSSROAD.  KEEP STRAIGHT AHEAD, GOING 6.4 MILES
 NY0906'TO THE AZIMUTH MARK ON THE RIGHT, OPPOSITE AND MIDWAY BETWEEN
 NY0906'POWER POLES NO. 12 OVER 32 AND 13 OVER 32.  CONTINUE AHEAD FOR
 NY0906'2 MILES TO A TRACK ROAD RIGHT, GO RIGHT, UPGRADE, FOR 2 MILES
 NY0906'TO THE NEAR SUMMIT OF ROUND MOUNTAIN AND THE END OF THE ROAD.
 NY0906'PACK LEFT TO THE TOP OF THE RIDGE THENCE LEFT, ABOUT 1/4 MILE,
 NY0906'TO A SHARP PINNACLE AND THE STATION SITE.
 NY0906'
 NY0906'HEIGHT OF LIGHT ABOVE STATION MARK 1.8 METERS.
 NY0906
 NY0906                          STATION RECOVERY (1967)
 NY0906
 NY0906'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CAA)
 NY0906'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK
 NY0906'WERE RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.  THE
 NY0906'STATION WAS REACHED FROM SPRAGUE RIVER AT THIS TIME, BUT IT IS
 NY0906'BELIEVED THAT THE 1948 DESCRIPTION, WHICH READS FROM DAIRY, WOULD
 NY0906'ALSO BE ADEQUATE.  THE TO REACH FROM DAIRY WAS NOT CHECKED,
 NY0906'THEREFORE A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 NY0906'
 NY0906'THE STATION IS LOCATED ABOUT 10 MILES NORTH OF DAIRY, 4 MILES
 NY0906'SOUTH-SOUTHWEST OF SPRAGUE RIVER, NEAR THE NORTHWEST END OF A
 NY0906'BRUSHY RIDGE.
 NY0906'
 NY0906'TO REACH THE STATION FROM THE POST OFFICE IN SPRAGUE RIVER, GO
 NY0906'SOUTH ON AN ASPHALT ROAD FOR 0.1 MILE TO WHERE THE ASPHALT ROAD
 NY0906'TURNS LEFT.  CONTINUE AHEAD ON BLADED ROAD FOR 0.05 MILE TO A
 NY0906'T ROAD.  TURN RIGHT, WEST, FOR 0.05 MILE TO WHERE ROAD TURNS
 NY0906'SOUTH.  FOLLOW BLADED ROAD SOUTH FOR 0.95 MILE TO A FORK.  KEEP
 NY0906'LEFT FORK FOR 0.25 MILE TO A FORK.  KEEP RIGHT FORK, SOUTH, FOR
 NY0906'0.8 MILE TO A CATTLE GUARD.  CONTINUE AHEAD, SOUTHWEST FOR 0.95
 NY0906'MILE TO A TRACK ROAD RIGHT.  CONTINUE AHEAD FOR 0.85 MILE TO
 NY0906'A SIDE ROAD RIGHT AND SIGN, SADDLE MTN.  CONTINUE AHEAD ON
 NY0906'MAIN BLADED ROAD FOR 1.3 MILES TO A SIDE ROAD LEFT AT A CUT
 NY0906'BANK.  (TO REACH THE AZIMUTH MARK FROM HERE, CONTINUE AHEAD ON
 NY0906'BLADED ROAD FOR 2.0 MILES TO THE AZIMUTH MARK ON THE LEFT.) TURN
 NY0906'SHARP LEFT UP CUT BANK AND FOLLOW OLD BLADED ROAD FOR 0.95
 NY0906'MILE TO A SADDLE.  TURN LEFT, EASTERLY, FOLLOWING OLD DIM ROAD FOR
 NY0906'0.3 MILE TO THE END OF TRUCK TRAVEL.  PACK EAST AND NORTHEAST
 NY0906'FOR ABOUT 45 MINUTES TO THE STATION.  A FOUR-WHEEL DRIVE VEHICLE
 NY0906'IS NEEDED THE LAST 1.25 MILES.
 NY0906'
 NY0906'THE STATION MARK IS A STANDARD DISK, STAMPED CHERRY CREEK 1948,
 NY0906'CEMENTED IN A DRILL HOLE IN A 2 BY 3 FOOT BOULDER WHICH PROJECTS
 NY0906'18 INCHES.  IT IS 15 FEET NORTHEAST OF THE EDGE OF THE ROCKY HILL.
 NY0906'
 NY0906'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CHERRY CREEK NO 1
 NY0906'1948, CEMENTED IN A DRILL HOLE IN A 2 BY 2 FOOT BOULDER, WHICH
 NY0906'PROJECTS 10 INCHES.  IT IS 26 FEET EAST-SOUTHEAST OF THE EDGE OF
 NY0906'THE HILL.
 NY0906'
 NY0906'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CHERRY CREEK NO 2
 NY0906'1948, CEMENTED IN A DRILL HOLE IN A LEDGE ON THE NORTHWEST EDGE OF A
 NY0906'LARGE BOULDER, WHICH IS AT THE EDGE OF THE HILL.
 NY0906'
 NY0906'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CHERRY CREEK 1948,
 NY0906'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH IS FLUSH WITH THE
 NY0906'GROUND.  IT IS 21 FEET NORTHEAST OF THE CENTER OF THE BLADED ROAD
 NY0906'AND 16.1 FEET SOUTHWEST OF A FENCE POST AND WITNESS SIGN.
 NY0906'
 NY0906'IMPOSSIBLE TO MEASURE BETWEEN THE REFERENCE MARKS BECAUSE OF
 NY0906'BOULDERS.
 NY0906'
 NY0906'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NY0906'4 MILES SOUTH-SOUTHWEST OF SPRAGUE RIVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1295 ***********************************************************************
 NZ1295  DESIGNATION -  CHETCO
 NZ1295  PID         -  NZ1295
 NZ1295  STATE/COUNTY-  OR/CURRY
 NZ1295  USGS QUAD   -  CHETCO PEAK (1989)
 NZ1295
 NZ1295                         *CURRENT SURVEY CONTROL
 NZ1295  ___________________________________________________________________
 NZ1295* NAD 83(1991)-  42 08 09.53374(N)    123 56 32.69303(W)     ADJUSTED  
 NZ1295* NAVD 88     -      1423.7    (meters)    4671.     (feet)  VERTCON   
 NZ1295  ___________________________________________________________________
 NZ1295  LAPLACE CORR-          15.01  (seconds)                    DEFLEC99
 NZ1295  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 NZ1295  HORZ ORDER  -  SECOND
 NZ1295
 NZ1295.The horizontal coordinates were established by classical geodetic methods
 NZ1295.and adjusted by the National Geodetic Survey in October 1991.
 NZ1295
 NZ1295.The NAVD 88 height was computed by applying the VERTCON shift value to
 NZ1295.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NZ1295
 NZ1295.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ1295
 NZ1295.The geoid height was determined by GEOID03.
 NZ1295
 NZ1295;                    North         East     Units Scale Factor Converg.
 NZ1295;SPC OR S     -    57,983.374 1,215,465.677   MT  1.00005552   -2 21 18.4
 NZ1295;SPC OR S     -   190,234.17  3,987,748.28   iFT  1.00005552   -2 21 18.4
 NZ1295;SPC CA 1     -   813,009.449 1,839,401.101   MT  1.00015315   -1 16 12.4
 NZ1295;SPC CA 1     - 2,667,348.50  6,034,768.45   sFT  1.00015315   -1 16 12.4
 NZ1295;UTM  10      - 4,665,304.022   422,117.485   MT  0.99967463   -0 37 56.2
 NZ1295
 NZ1295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NZ1295!SPC OR S     -   0.99978083  x   1.00005552  =   0.99983634
 NZ1295!SPC CA 1     -   0.99978083  x   1.00015315  =   0.99993394
 NZ1295!UTM  10      -   0.99978083  x   0.99967463  =   0.99945553
 NZ1295
 NZ1295:                Primary Azimuth Mark                     Grid Az
 NZ1295:SPC OR S     -  CANYON PEAK LOOKOUT TOWER                059 31 40.6
 NZ1295:SPC CA 1     -  CANYON PEAK LOOKOUT TOWER                058 26 34.6
 NZ1295:UTM  10      -  CANYON PEAK LOOKOUT TOWER                057 48 18.4
 NZ1295
 NZ1295|---------------------------------------------------------------------|
 NZ1295| PID    Reference Object                     Distance      Geod. Az  |
 NZ1295|                                                           dddmmss.s |
 NZ1295| NZ1287 CANYON PEAK LOOKOUT TOWER           APPROX.11.9 KM 0571022.2 |
 NZ1295| CD9197 CHETCO AZ MK                                       1062754.6 |
 NZ1295| NZ1293 CHETCO LOOKOUT TOWER                APPROX. 2.1 KM 1135300.9 |
 NZ1295| CD9198 CHETCO RM 1                           5.870 METERS 16959     |
 NZ1295| CD9199 CHETCO RM 2                           3.846 METERS 23022     |
 NZ1295| OA0943 MT EMILY LOOKOUT TOWER              APPROX.17.8 KM 2575729.2 |
 NZ1295| NZ1294 4643 VA                               2.117 METERS 30451     |
 NZ1295| NZ1292 VULCAN LOOKOUT TOWER                APPROX. 6.1 KM 3244353.6 |
 NZ1295|---------------------------------------------------------------------|
 NZ1295
 NZ1295                          SUPERSEDED SURVEY CONTROL
 NZ1295
 NZ1295  NAD 83(1986)-  42 08 09.51989(N)    123 56 32.69692(W) AD(       ) 2
 NZ1295  NAD 27      -  42 08 10.12850(N)    123 56 28.41770(W) AD(       ) 2
 NZ1295  NGVD 29 (07/19/86) 1422.6    (m)         4667.     (f) VERT ANG    3  
 NZ1295
 NZ1295.Superseded values are not recommended for survey control.
 NZ1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1295.See file dsdata.txt to determine how the superseded data were derived.
 NZ1295
 NZ1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM2211765304(NAD 83)
 NZ1295_MARKER: Z = SEE DESCRIPTION
 NZ1295_SETTING: 0 = UNSPECIFIED SETTING
 NZ1295
 NZ1295  HISTORY     - Date     Condition        Report By
 NZ1295  HISTORY     - 1943     MONUMENTED       CGS
 NZ1295
 NZ1295                          STATION DESCRIPTION
 NZ1295
 NZ1295'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (JCS)
 NZ1295'STATION IS LOCATED ABOUT 18 MILES NE OF BROOKINGS BY AIR LINE,
 NZ1295'1-1/2 MILES NW OF THE CHETCO LOOKOUT, ABOUT 4 MILES SE OF VULCAN
 NZ1295'PEAK LOOKOUT, AND ON THE MOST N OF THREE PEAKS WHICH FORM THE
 NZ1295'SUMMIT OF CHETCO MOUNTAIN PEAK, ON THE HIGHEST POINT OF CHETCO
 NZ1295'PEAK.  THE POINT IS A RED ROCKY SUMMIT AND VOID OF TREES OR
 NZ1295'BRUSH.
 NZ1295'
 NZ1295'STATION MARK IS A BRONZE STATION DISK SET IN A DRILL HOLE IN
 NZ1295'ROCK OUTCROP, STAMPED CHETCO 1942.
 NZ1295'
 NZ1295'REFERENCE MARK 1 IS S OF THE STATION.  IT IS A BRONZE REFERENCE
 NZ1295'DISK SET IN A DRILL HOLE IN OUTCROP, STAMPED CHETCO NO 1 1942.
 NZ1295'
 NZ1295'REFERENCE MARK 2 IS SW OF THE STATION.  IT IS A BRONZE REFERENCE
 NZ1295'DISK SET IN A DRILL HOLE IN OUTCROP, STAMPED CHETCO NO 2 1942.
 NZ1295'
 NZ1295'AZIMUTH MARK IS ABOUT 0.5 MILE E OF THE STATION ON RIDGE FROM
 NZ1295'CHETCO LOOKOUT TO CHETCO PEAK, AT THE E END OF THE LOW SADDLE
 NZ1295'DIRECTLY E OF THE STATION AND AT A NOTICEABLE ROCK OUTCROP ON
 NZ1295'RIDGE, AND IS 3 FEET N OF A 3-FOOT ROCK CAIRN.  IT IS A BRONZE
 NZ1295'AZIMUTH DISK SET IN A DRILL HOLE IN ROCK OUTCROP, STAMPED CHETCO
 NZ1295'1943.
 NZ1295'
 NZ1295'NOTE--ANOTHER AZIMUTH MARK HAD BEEN ESTABLISHED IN 1942 W OF
 NZ1295'THE STATION BUT WAS NOT RECOVERED.
 NZ1295'
 NZ1295'TO REACH FROM O BRIEN ON U.S. HIGHWAY 199, FOLLOW A MAIN
 NZ1295'TRAVELED GRADED ROAD SW FOR 10.6 MILES TO THE CALIFORNIA-OREGON
 NZ1295'STATE LINE AND A TRACK ROAD W.  TURN RIGHT OR W ON TRACK ROAD
 NZ1295'FOR 4.2 MILES TO ROAD FORKS AND SIGN COOKE ROAD, BALDFACE TRAIL,
 NZ1295'CHETCO DIVIDE TRAIL.  TAKE RIGHT FORK OR STRAIGHT AHEAD FOR 3.2
 NZ1295'MILES TO A SMALL CLEARING AND THE BEGINNING OF A TRAIL LEADING
 NZ1295'NW TO CHETCO PEAK LOOKOUT.  NOTE--TRAIL FROM THIS POINT IS
 NZ1295'ABOUT 4 FEET WIDE AND CAN BE TRAVERSED BY A SMALL TRAILMOBILE.
 NZ1295'PERMISSION TO USE TRAILMOBILE SHOULD BE OBTAINED IN ADVANCE FROM
 NZ1295'THE FOREST SERVICE AT REDWOOD RANGER STATION AT CAVE JUNCTION.
 NZ1295'AT THE BEGINNING OF TRAILMOBILE ROAD PROCEED NW FROM THE
 NZ1295'TRACK ROAD FOR APPROXIMATELY 10 MILES TO FORKS IN TRAILMOBILE
 NZ1295'ROAD.  LEFT FORK LEADS TO A ROAD CAMP ABOUT 1/2 MILE.  THE
 NZ1295'RIGHT FORK OR STRAIGHT AHEAD APPEARS TO BE A CONTINUATION OF
 NZ1295'THE TRAILMOBILE ROAD BUT HAS NOT BEEN COMPLETED FOR
 NZ1295'TRAILMOBILE TRAVEL FROM THIS POINT.  TAKE RIGHT FORK
 NZ1295'AND CONTINUE STRAIGHT AHEAD ON FOOT FOR ABOUT 0.5 MILE TO A
 NZ1295'GAP IN TRAIL, CONTINUE STRAIGHT AHEAD THROUGH
 NZ1295'UNCOMPLETED GAP FOR ABOUT 100 FEET TO CONTINUATION OF TRAIL.
 NZ1295'CONTINUE ON TRAIL FOR ABOUT 0.5 MILE TO END OF TRAIL.  FROM THIS
 NZ1295'POINT FOLLOW ALONGSIDE OF HILL FOR ABOUT 300 YARDS AND THEN
 NZ1295'CLIMB HILL TO TOP OF SADDLE AND TRAIL.  AT TOP OF SADDLE TURN
 NZ1295'RIGHT ON TRAIL FOR APPROXIMATELY 2.5 MILES TO FORKS AND SIGN
 NZ1295'READING CHETCO L O 1/2, TAKE LEFT FORK FOR 0.5 MILE TO CHETCO
 NZ1295'LOOKOUT, FROM CHETCO LOOKOUT PACK NW, PASSING THE LOOKOUT RADIO
 NZ1295'ANTENNA MAST, AND CONTINUE ALONG A SHARP RED ROCKY RIDGE FOR
 NZ1295'APPROXIMATELY 1.5 MILES TO TOP OF CHETCO PEAK AND STATION.
 NZ1295'
 NZ1295'STATION MAY ALSO BE REACHED FROM THE W BY GOING E FROM
 NZ1295'BROOKINGS TO ANOTHER TRAILMOBILE TRAIL, AND FOLLOWING TRAILMOBILE
 NZ1295'TRAIL TO FOOT TRAIL LEADING TO FOOT OF CHETCO PEAK.  INFORMATION
 NZ1295'CONCERNING ROADS AND TRAILS CAN BE OBTAINED AT BROOKINGS OR FROM
 NZ1295'THE FOREST RANGER STATION.
 NZ1295'
 NZ1295'A 4-FOOT STAND WAS USED OVER THE STATION.
 NZ1295'
 NZ1295'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1293 ***********************************************************************
 NZ1293  DESIGNATION -  CHETCO LOOKOUT TOWER
 NZ1293  PID         -  NZ1293
 NZ1293  STATE/COUNTY-  OR/CURRY
 NZ1293  USGS QUAD   -  CHETCO PEAK (1989)
 NZ1293
 NZ1293                         *CURRENT SURVEY CONTROL
 NZ1293  ___________________________________________________________________
 NZ1293* NAD 83(1991)-  42 07 41.79200(N)    123 55 08.55493(W)     ADJUSTED  
 NZ1293* NAVD 88     -              **(meters)            **(feet)            
 NZ1293  ___________________________________________________________________
 NZ1293  LAPLACE CORR-          10.06  (seconds)                    DEFLEC99
 NZ1293  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 NZ1293  HORZ ORDER  -  THIRD
 NZ1293
 NZ1293.The horizontal coordinates were established by classical geodetic methods
 NZ1293.and adjusted by the National Geodetic Survey in October 1991.
 NZ1293
 NZ1293
 NZ1293.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ1293
 NZ1293.The geoid height was determined by GEOID03.
 NZ1293
 NZ1293;                    North         East     Units Scale Factor Converg.
 NZ1293;SPC OR S     -    57,048.947 1,217,361.460   MT  1.00005793   -2 20 20.9
 NZ1293;SPC OR S     -   187,168.46  3,993,968.04   iFT  1.00005793   -2 20 20.9
 NZ1293;UTM  10      - 4,664,427.347   424,039.765   MT  0.99967100   -0 36 59.5
 NZ1293
 NZ1293                          SUPERSEDED SURVEY CONTROL
 NZ1293
 NZ1293  NAD 83(1986)-  42 07 41.77945(N)    123 55 08.56119(W) AD(       ) 4
 NZ1293  NAD 27      -  42 07 42.38600(N)    123 55 04.28300(W) AD(       ) 3
 NZ1293
 NZ1293.Superseded values are not recommended for survey control.
 NZ1293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1293.See file dsdata.txt to determine how the superseded data were derived.
 NZ1293
 NZ1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM2404064427(NAD 83)
 NZ1293
 NZ1293  HISTORY     - Date     Condition        Report By
 NZ1293  HISTORY     - 1943     MONUMENTED       CGS
 NZ1293
 NZ1293                          STATION DESCRIPTION
 NZ1293
 NZ1293'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (JCS)
 NZ1293'STATION IS THE FOREST SERVICE LOOKOUT ON THE SUMMIT OF CHETCO
 NZ1293'PEAK WHICH IS LOCATED APPROXIMATELY 18 MILES NE OF BROOKINGS.  IT
 NZ1293'IS ON THE N ONE OF THREE PEAKS ON CHETCO MOUNTAIN.  THE STATION
 NZ1293'IS NOT MARKED.  MARKED STATION CHETCO 1942 IS LOCATED ON THE
 NZ1293'HIGHEST PEAK WHICH IS APPROIMATELY 1.5 MILES FROM THE LOOKOUT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0873 ***********************************************************************
 OA0873  DESIGNATION -  CHETCO POINT 2
 OA0873  PID         -  OA0873
 OA0873  STATE/COUNTY-  OR/CURRY
 OA0873  USGS QUAD   -  BROOKINGS (1986)
 OA0873
 OA0873                         *CURRENT SURVEY CONTROL
 OA0873  ___________________________________________________________________
 OA0873* NAD 83(1991)-  42 02 38.73260(N)    124 17 26.60104(W)     NO CHECK  
 OA0873* NAVD 88     -        20.854  (meters)      68.42   (feet)  ADJUSTED  
 OA0873  ___________________________________________________________________
 OA0873  LAPLACE CORR-          10.78  (seconds)                    DEFLEC99
 OA0873  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 OA0873  DYNAMIC HT  -          20.847 (meters)      68.40  (feet)  COMP
 OA0873  MODELED GRAV-     980,322.9   (mgal)                       NAVD 88
 OA0873
 OA0873  HORZ ORDER  -  THIRD
 OA0873  VERT ORDER  -  FIRST     CLASS II
 OA0873
 OA0873.The horizontal coordinates were established by classical geodetic methods
 OA0873.and adjusted by the National Geodetic Survey in October 1991.
 OA0873.No horizontal observational check was made to the station.
 OA0873
 OA0873.The orthometric height was determined by differential leveling
 OA0873.and adjusted in June 1991.
 OA0873
 OA0873.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA0873
 OA0873.The geoid height was determined by GEOID03.
 OA0873
 OA0873.The dynamic height is computed by dividing the NAVD 88
 OA0873.geopotential number by the normal gravity value computed on the
 OA0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0873.degrees latitude (g = 980.6199 gals.).
 OA0873
 OA0873.The modeled gravity was interpolated from observed gravity values.
 OA0873
 OA0873;                    North         East     Units Scale Factor Converg.
 OA0873;SPC OR S     -    49,029.727 1,186,233.040   MT  1.00008534   -2 35 36.3
 OA0873;SPC OR S     -   160,858.68  3,891,840.68   iFT  1.00008534   -2 35 36.3
 OA0873;SPC CA 1     -   803,500.573 1,810,342.233   MT  1.00011781   -1 29 52.3
 OA0873;SPC CA 1     - 2,636,151.46  5,939,431.14   sFT  1.00011781   -1 29 52.3
 OA0873;UTM  10      - 4,655,477.632   393,178.309   MT  0.99974041   -0 51 52.1
 OA0873
 OA0873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA0873!SPC OR S     -   1.00000115  x   1.00008534  =   1.00008649
 OA0873!SPC CA 1     -   1.00000115  x   1.00011781  =   1.00011896
 OA0873!UTM  10      -   1.00000115  x   0.99974041  =   0.99974156
 OA0873
 OA0873|---------------------------------------------------------------------|
 OA0873| PID    Reference Object                     Distance      Geod. Az  |
 OA0873|                                                           dddmmss.s |
 OA0873| CD9201 CHETCO POINT 2 RM 3                  11.436 METERS 07252     |
 OA0873| CD9200 CHETCO POINT RM 1                                  0892857.8 |
 OA0873| CD9202 CHETCO POINT 2 RM 4                  28.437 METERS 17537     |
 OA0873|---------------------------------------------------------------------|
 OA0873
 OA0873                          SUPERSEDED SURVEY CONTROL
 OA0873
 OA0873  NAD 83(1986)-  42 02 38.72277(N)    124 17 26.60543(W) AD(       ) 3
 OA0873  NAD 27      -  42 02 39.33050(N)    124 17 22.29235(W) AD(       ) 3
 OA0873  NGVD 29 (07/19/86)   19.9    (m)           65.     (f) VERT ANG    3  
 OA0873
 OA0873.Superseded values are not recommended for survey control.
 OA0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0873.See file dsdata.txt to determine how the superseded data were derived.
 OA0873
 OA0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCM9317855478(NAD 83)
 OA0873_MARKER: DS = TRIANGULATION STATION DISK
 OA0873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA0873_SP_SET: CONCRETE POST
 OA0873_STAMPING: CHETCO POINT 2 1977
 OA0873_MARK LOGO: NGS   
 OA0873_PROJECTION: FLUSH
 OA0873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0873+STABILITY: SURFACE MOTION
 OA0873
 OA0873  HISTORY     - Date     Condition        Report By
 OA0873  HISTORY     - 1977     MONUMENTED       NGS
 OA0873  HISTORY     - 1988     GOOD             NGS
 OA0873
 OA0873                          STATION DESCRIPTION
 OA0873
 OA0873'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 OA0873'THE STATION IS 3/4 MILE SOUTHWEST OF BROOKINGS ON A PENINSULA THAT
 OA0873'IS FREE OF TREES, ON LAND OWNED BY AGNEW TIMBER PRODUCTS, POST
 OA0873'OFFICE BOX 939 BROOKINGS, OREGON 97415.
 OA0873'
 OA0873'TO REACH THE STATION FROM THE BROOKINGS POST OFFICE GO EAST ON
 OA0873'SPRUCE STREET FOR 1 BLOCK, TURN RIGHT, AND GO SOUTH ON WHARF
 OA0873'STREET FOR 0.3 MILE TO A GRAVELED ROAD RIGHT, TURN RIGHT, AND GO
 OA0873'WEST, AND SOUTH FOR 0.3 MILE TO THE WEST ENTRANCE TO THE SEWAGE
 OA0873'TREATMENT PLANT, AND THE END OF TRUCK TRAVEL.  HIKE SOUTH ON
 OA0873'THE WEST SIDE OF THE PLANT, THEN HIKE SOUTHWEST TO THE END OF
 OA0873'THE PENINSULA, AND THE STATION.
 OA0873'
 OA0873'THE STATION MARK, STAMPED CHETCO POINT 2 1977, IS A STANDARD DISK
 OA0873'SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3-INCHES,
 OA0873'200 FEET SOUTH OF THE NORTH EDGE OF THE BLUFF, 125 FEET NORTH OF
 OA0873'THE SOUTH END OF THE BLUFF, 55 FEET WEST OF THE EAST EDGE OF THE
 OA0873'BLUFF, 40 FEET EAST OF THE WEST EDGE OF THE BLUFF, AND 2 FEET EAST
 OA0873'OF A METAL WITNESS POST.
 OA0873'
 OA0873'REFERENCE MARK NO. 3, STAMPED CHETCO POINT 2 NO 3 1977, IS A
 OA0873'STANDARD DISK CEMENTED IN A DRILL HOLE IN THE CENTER OF A 7 BY
 OA0873'9 FOOT CONCRETE SLAB THAT PROJECTS 3-INCHES, 20 FEET WEST OF THE
 OA0873'EAST EDGE OF THE BLUFF, AND LEVEL WITH THE STATION.
 OA0873'
 OA0873'REFERENCE MARK NO. 4, STAMPED CHETCO POINT 2 NO 4 1977, IS A
 OA0873'STANDARD DISK CEMENTED IN A DRILL HOLE IN A 1-1/2 BY 1-1/2 FOOT
 OA0873'CONCRETE SLAB THAT PROJECTS 2-INCHES, 35 FEET WEST OF THE EAST EDGE
 OA0873'OF THE BLUFF, 30 FEET NORTH OF THE SOUTH END OF THE BLUFF, AND 12
 OA0873'FEET EAST OF THE WEST EDGE OF THE BLUFF.
 OA0873'
 OA0873'TO REACH THE AZIMUTH MARK FROM THE BROOKINGS POST OFFICE GO
 OA0873'EAST ON SPRUCE STREET FOR 1 BLOCK TO WHARF STREET, TURN RIGHT,
 OA0873'AND GO SOUTH ON WHARF STREET FOR 0.1 MILE TO THE JUNCTION OF
 OA0873'5 ROADS, BEAR LEFT, AND GO SOUTHEAST ON MEMORY LANE FOR 0.15 MILE
 OA0873'TO A FORK, TAKE THE RIGHT FORK, AND GO SOUTH ON TANBARK LANE FOR
 OA0873'0.25 MILE TO A LOCKED CABLE GATE ON THE RIGHT, AND THE END OF
 OA0873'TRUCK TRAVEL.  HIKE SOUTHWEST FOR ABOUT 0.1 MILE TO A POINT OF
 OA0873'THE BLUFF ABOVE THE OCEAN, AND THE MARK.
 OA0873'
 OA0873'THE AZIMUTH MARK IS A U.S. COAST AND GEODETIC SURVEY REFERENCE
 OA0873'MARK, STAMPED R M NO 1 1935.  IT IS CEMENTED IN A DRILL HOLE IN
 OA0873'BEDROCK, 40 FEET NORTHEAST OF THE POINT OF THE BLUFF, 1 FOOT
 OA0873'NORTHWEST OF THE SOUTHEAST EDGE OF THE BLUFF, AND 40 FEET HIGHER
 OA0873'THAN THE WATER.
 OA0873
 OA0873                          STATION RECOVERY (1988)
 OA0873
 OA0873'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 OA0873'1.7 KM (1.05 MI) SW FROM BROOKINGS.
 OA0873'1.1 KM (0.70 MI) SOUTHWESTERLY ALONG WHARF STREET FROM THE POST OFFICE
 OA0873'IN BROOKINGS, THENCE 0.2 KM (0.10 MI) WEST ALONG A DIRT ROAD ALONG
 OA0873'THE NORTH SIDE OF THE CITY SEWAGE TREATMENT PLANT, THENCE 0.4 KM
 OA0873'(0.25 MI) SOUTHWEST ALONG A FOOT TRAIL TO THE WEST END OF CHETCO
 OA0873'POINT, 35.0 M (114.8 FT) NORTH OF THE SOUTH EDGE OF A BLUFF, 16.1 M
 OA0873'(52.8 FT) WEST OF THE EAST EDGE OF THE BLUFF, AND 14.3 M (46.9 FT)
 OA0873'EAST OF THE WEST EDGE OF THE BLUFF.
 OA0873'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 OA0873'THE MARK IS 30.0 M ABOVE THE PACIFIC OCEAN.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1009 ***********************************************************************
 OA1009  DESIGNATION -  CHETCO POINT 3
 OA1009  PID         -  OA1009
 OA1009  STATE/COUNTY-  OR/CURRY
 OA1009  USGS QUAD   -  BROOKINGS (1986)
 OA1009
 OA1009                         *CURRENT SURVEY CONTROL
 OA1009  ___________________________________________________________________
 OA1009* NAD 83(1991)-  42 02 37.58639(N)    124 17 26.37602(W)     ADJUSTED  
 OA1009* NAVD 88     -        16.     (meters)      52.     (feet)  SCALED    
 OA1009  ___________________________________________________________________
 OA1009  LAPLACE CORR-          10.77  (seconds)                    DEFLEC99
 OA1009  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 OA1009  HORZ ORDER  -  THIRD
 OA1009
 OA1009.The horizontal coordinates were established by classical geodetic methods
 OA1009.and adjusted by the National Geodetic Survey in October 1991.
 OA1009
 OA1009.The orthometric height was scaled from a topographic map.
 OA1009
 OA1009.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1009
 OA1009.The geoid height was determined by GEOID03.
 OA1009
 OA1009;                    North         East     Units Scale Factor Converg.
 OA1009;SPC OR S     -    48,994.161 1,186,236.609   MT  1.00008545   -2 35 36.1
 OA1009;SPC OR S     -   160,742.00  3,891,852.39   iFT  1.00008545   -2 35 36.1
 OA1009;SPC CA 1     -   803,465.080 1,810,346.482   MT  1.00011769   -1 29 52.2
 OA1009;SPC CA 1     - 2,636,035.02  5,939,445.08   sFT  1.00011769   -1 29 52.2
 OA1009;UTM  10      - 4,655,442.203   393,182.949   MT  0.99974040   -0 51 52.0
 OA1009
 OA1009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1009!SPC OR S     -   1.00000190  x   1.00008545  =   1.00008735
 OA1009!SPC CA 1     -   1.00000190  x   1.00011769  =   1.00011959
 OA1009!UTM  10      -   1.00000190  x   0.99974040  =   0.99974229
 OA1009
 OA1009:                Primary Azimuth Mark                     Grid Az
 OA1009:SPC OR S     -  BROOKINGS NORTHEAST SMOKESTACK           012 36 08.3
 OA1009:SPC CA 1     -  BROOKINGS NORTHEAST SMOKESTACK           011 30 24.4
 OA1009:UTM  10      -  BROOKINGS NORTHEAST SMOKESTACK           010 52 24.2
 OA1009
 OA1009|---------------------------------------------------------------------|
 OA1009| PID    Reference Object                     Distance      Geod. Az  |
 OA1009|                                                           dddmmss.s |
 OA1009| OA0982 BROOKINGS NORTHEAST SMOKESTACK      APPROX. 0.7 KM 0100032.2 |
 OA1009| OA1011 NO                                  277.973 METERS 04624     |
 OA1009| OA1008 NO 4                                278.705 METERS 04654     |
 OA1009| OA0995 WAR                                 438.418 METERS 0712232.4 |
 OA1009| OA0978 LITE                                346.066 METERS 11155     |
 OA1009| LV1127 ST GEORGES REEF LT HSE 1913         APPROX.24.0 KM 1970005.1 |
 OA1009| CD9203 CHETCO POINT 3 RM 1                   6.450 METERS 26325     |
 OA1009| CD9204 CHETCO POINT 3 RM 2                  40.000 METERS 30348     |
 OA1009| OA0207 HARRIS                              APPROX. 3.3 KM 3255923.7 |
 OA1009|---------------------------------------------------------------------|
 OA1009
 OA1009                          SUPERSEDED SURVEY CONTROL
 OA1009
 OA1009  NAD 83(1986)-  42 02 37.57612(N)    124 17 26.38000(W) AD(       ) 3
 OA1009  NAD 27      -  42 02 38.19000(N)    124 17 22.07300(W) AD(       ) 3
 OA1009
 OA1009.Superseded values are not recommended for survey control.
 OA1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1009.See file dsdata.txt to determine how the superseded data were derived.
 OA1009
 OA1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCM9318355442(NAD 83)
 OA1009
 OA1009  HISTORY     - Date     Condition        Report By
 OA1009  HISTORY     - 1934     MONUMENTED       CGS
 OA1009  HISTORY     - 1935     SEE DESCRIPTION  CGS
 OA1009  HISTORY     - 1954     SEE DESCRIPTION  CGS
 OA1009  HISTORY     - 1977     SEE DESCRIPTION  NGS
 OA1009
 OA1009                          STATION DESCRIPTION
 OA1009
 OA1009'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (FHH)
 OA1009'THIS IS STATION NO.3 OF THE BROOKINGS LAND AND TOWNSITE COMPANY
 OA1009'SURVEYS.
 OA1009'
 OA1009'THE STATION IS MARKED BY A 3/4-INCH IRON BOLT DRIVEN IN THE
 OA1009'GROUND ABOUT 10 FEET FROM THE EDGE OF THE BLUFF.  THE BOLT PROJECTS
 OA1009'ABOUT 5 INCHES.
 OA1009'
 OA1009'TO REACH THE STATION FROM THE OLD MILL AT BROOKINGS, FOLLOW AN
 OA1009'ABANDONED LOGGING RAILROAD GRADE TOWARD CHETCO POINT TO END OF
 OA1009'THE GRADE.  THEN WALK SE TO THE BLUFF AT SOUTHERN END OF CHETCO
 OA1009'POINT AND THE STATION.  TRUCKS CAN BE DRIVEN TO THE OLD MILL.
 OA1009
 OA1009                          STATION RECOVERY (1935)
 OA1009
 OA1009'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 OA1009'STATION RECOVERED AND RE-MARKED.  THE STATION IS LOCATED ON THE
 OA1009'END OF CHETCO POINT, ABOUT 3 METERS FROM THE EDGE OF BLUFF.
 OA1009'
 OA1009'STATION MARK IS A STANDARD BRONZE DISK SET IN A SQUARE BLOCK OR
 OA1009'POST OF CONCRETE.
 OA1009'
 OA1009'REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN DRILL HOLES
 OA1009'IN OUTCROPPING BEDROCK.
 OA1009'
 OA1009'TO REACH STATION FROM BROOKINGS, DRIVE TO THE OLD LUMBER MILL
 OA1009'AND THEN WALK DOWN THE ABANDONED LOGGING RAILROAD GRADE TOWARD
 OA1009'CHETCO COVE TO THE END OF THE GRADE.  THEN WALK SE TO THE BLUFF AT
 OA1009'THE SOUTHERN END OF CHETCO POINT AND THE STATION.
 OA1009
 OA1009                          STATION RECOVERY (1954)
 OA1009
 OA1009'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RLA)
 OA1009'STATION IS IN GOOD CONDITION AND IS STAMPED NO. 3 1935.  THE
 OA1009'REFERENCE MARKS WERE SEARCHED FOR BUT NOT FOUND.  THE STATION MAY
 OA1009'BE REACHED FROM BROOKINGS BY TURNING OFF U.S. 101 ON CENTER ST. AND
 OA1009'PROCEED TO BLUFF BY TURNING OFF ON ROAD WHICH LEADS DOWN CHETCO
 OA1009'POINT AND THEN PROCEED AS TO ORIGINAL DESCRIPTION.
 OA1009
 OA1009                          STATION RECOVERY (1977)
 OA1009
 OA1009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 OA1009'THE STATION HAD ERODED OUT, AND FALLEN OVER THE BLUFF.  THE
 OA1009'REFERENCE MARKS WERE SEARCHED FOR, BUT NOT RECOVERED.  IT IS
 OA1009'BELIEVED THEY WERE LOST TO EROSION ALSO.  CHETCO POINT 2 WAS
 OA1009'ESTABLISHED.  SEE DESCRIPTION THEREOF.
 OA1009'
 OA1009'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OA1009'1 MILE SOUTHWEST OF BROOKINGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2422 ***********************************************************************
 QE2422  DESIGNATION -  CHEV
 QE2422  PID         -  QE2422
 QE2422  STATE/COUNTY-  OR/LINCOLN
 QE2422  USGS QUAD   -  DEPOE BAY (1984)
 QE2422
 QE2422                         *CURRENT SURVEY CONTROL
 QE2422  ___________________________________________________________________
 QE2422* NAD 83(1991)-  44 48 17.16599(N)    124 03 38.58253(W)     ADJUSTED  
 QE2422* NAVD 88     -        33.     (meters)     108.     (feet)  SCALED    
 QE2422  ___________________________________________________________________
 QE2422  LAPLACE CORR-          21.17  (seconds)                    DEFLEC99
 QE2422  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 QE2422  HORZ ORDER  -  THIRD
 QE2422
 QE2422.The horizontal coordinates were established by classical geodetic methods
 QE2422.and adjusted by the National Geodetic Survey in October 1991.
 QE2422
 QE2422.The orthometric height was scaled from a topographic map.
 QE2422
 QE2422.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2422
 QE2422.The geoid height was determined by GEOID03.
 QE2422
 QE2422;                    North         East     Units Scale Factor Converg.
 QE2422;SPC OR N     -   132,673.845 2,218,412.145   MT  0.99991465   -2 31 30.8
 QE2422;SPC OR N     -   435,281.64  7,278,255.07   iFT  0.99991465   -2 31 30.8
 QE2422;UTM  10      - 4,961,810.217   416,115.787   MT  0.99968653   -0 44 51.1
 QE2422
 QE2422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2422!SPC OR N     -   0.99999854  x   0.99991465  =   0.99991319
 QE2422!UTM  10      -   0.99999854  x   0.99968653  =   0.99968507
 QE2422
 QE2422:                Primary Azimuth Mark                     Grid Az
 QE2422:SPC OR N     -  CLEAR                                    025 08 43.1
 QE2422:UTM  10      -  CLEAR                                    023 22 03.4
 QE2422
 QE2422|---------------------------------------------------------------------|
 QE2422| PID    Reference Object                     Distance      Geod. Az  |
 QE2422|                                                           dddmmss.s |
 QE2422| QE2420 CLEAR                               APPROX. 0.6 KM 0223712.3 |
 QE2422| CD9678 CHEV WP                               1.580 METERS 08446     |
 QE2422| QE2423 STEEL POLE                            4.330 METERS 09904     |
 QE2422| QE2419 TURN                                421.991 METERS 2014300.6 |
 QE2422| QE1418 REEF                                APPROX. 0.6 KM 3492920.9 |
 QE2422|---------------------------------------------------------------------|
 QE2422
 QE2422                          SUPERSEDED SURVEY CONTROL
 QE2422
 QE2422  NAD 83(1986)-  44 48 17.19049(N)    124 03 38.63310(W) AD(       ) 4
 QE2422  NAD 83(1986)-  44 48 17.34444(N)    124 03 38.60981(W) AD(       ) 3
 QE2422  NAD 27      -  44 48 17.87900(N)    124 03 34.20600(W) AD(       ) 3
 QE2422
 QE2422.Superseded values are not recommended for survey control.
 QE2422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2422.See file dsdata.txt to determine how the superseded data were derived.
 QE2422
 QE2422_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ1611661810(NAD 83)
 QE2422_MARKER: Z = SEE DESCRIPTION
 QE2422_SETTING: 0 = UNSPECIFIED SETTING
 QE2422
 QE2422  HISTORY     - Date     Condition        Report By
 QE2422  HISTORY     - 1952     MONUMENTED       CGS
 QE2422  HISTORY     - 1972     SEE DESCRIPTION  NGS
 QE2422  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 QE2422
 QE2422                          STATION DESCRIPTION
 QE2422
 QE2422'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HGC)
 QE2422'STATION IS ABOUT 550 YARDS S OF THE DEPOE BAY BRIDGE, 60 FEET
 QE2422'E OF U.S. HIGHWAY 101 (OREGON COAST HIGHWAY).  THE MARK IS 61.4
 QE2422'FEET N OF THE NW CORNER OF THE CONCRETE SLAB IN FRONT OF A
 QE2422'GASOLINE STATION, AND 14.2 FEET W OF THE STEEL POLE SUPPORTING
 QE2422'THE SIGN FOR THE STATION.  IT IS SET FLUSH WITH THE GROUND, 10
 QE2422'FEET S OF AN E-W ROAD WHICH PASSES S OF A SCHOOL BUILDING.
 QE2422'
 QE2422'STATION MARK IS A STANDARD TRAVERSE DISK SET IN THE TOP OF A
 QE2422'30-INCH DEEP CONCRETE MASS.  IT IS STAMPED CHEV 1952.
 QE2422'
 QE2422'THE WITNESS POST IS A WHITE 4 BY 4 MARKED U.S. TRIANGULATION
 QE2422'STATION.
 QE2422
 QE2422                          STATION RECOVERY (1972)
 QE2422
 QE2422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 QE2422'THIS TRAVERSE STATION WAS SEARCHED FOR BUT NOT RECOVERED.  IT MAY
 QE2422'BE IN PLACE UNDER THE PAVEMENT THAT HAS BEEN PLACED BETWEEN THE
 QE2422'HIGHWAY, AND THE GASOLINE PUMPS.
 QE2422'
 QE2422'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QE2422'AT DEPOE BAY.
 QE2422
 QE2422                          STATION RECOVERY (1988)
 QE2422
 QE2422'RECOVERY NOTE BY US POWER SQUADRON 1988 (RWB)
 QE2422'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0754 ***********************************************************************
 NY0754  DESIGNATION -  CHEWAUCAN
 NY0754  PID         -  NY0754
 NY0754  STATE/COUNTY-  OR/LAKE
 NY0754  USGS QUAD   -  COGLAN BUTTES SE (1966)
 NY0754
 NY0754                         *CURRENT SURVEY CONTROL
 NY0754  ___________________________________________________________________
 NY0754* NAD 83(1991)-  42 32 33.53207(N)    120 17 52.81002(W)     ADJUSTED  
 NY0754* NAVD 88     -      1309.07   (meters)    4294.8    (feet)  RESET     
 NY0754  ___________________________________________________________________
 NY0754  LAPLACE CORR-           3.51  (seconds)                    DEFLEC99
 NY0754  GEOID HEIGHT-         -20.67  (meters)                     GEOID03
 NY0754  HORZ ORDER  -  THIRD
 NY0754  VERT ORDER  -  THIRD
 NY0754
 NY0754.The horizontal coordinates were established by classical geodetic methods
 NY0754.and adjusted by the National Geodetic Survey in October 1991.
 NY0754
 NY0754.The orthometric height was computed from unverified reset data.
 NY0754.No vertical observational check was made to the station.
 NY0754
 NY0754.The Laplace correction was computed from DEFLEC99 derived deflections.
 NY0754
 NY0754.The geoid height was determined by GEOID03.
 NY0754
 NY0754;                    North         East     Units Scale Factor Converg.
 NY0754;SPC OR S     -    97,327.185 1,516,591.902   MT  0.99995386   +0 08 17.5
 NY0754;SPC OR S     -   319,314.91  4,975,695.22   iFT  0.99995386   +0 08 17.5
 NY0754;UTM  10      - 4,713,567.265   721,868.907   MT  1.00020568   +1 49 39.6
 NY0754
 NY0754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NY0754!SPC OR S     -   0.99979798  x   0.99995386  =   0.99975185
 NY0754!UTM  10      -   0.99979798  x   1.00020568  =   1.00000362
 NY0754
 NY0754:                Primary Azimuth Mark                     Grid Az
 NY0754:SPC OR S     -  CHEWAUCAN AZ MK                          164 24 07.7
 NY0754:UTM  10      -  CHEWAUCAN AZ MK                          162 42 45.6
 NY0754
 NY0754|---------------------------------------------------------------------|
 NY0754| PID    Reference Object                     Distance      Geod. Az  |
 NY0754|                                                           dddmmss.s |
 NY0754| CD7094 CHEWAUCAN AZ MK                                    1643225.2 |
 NY0754| NY0048 C 72                                 10.912 METERS 17745     |
 NY0754| NY0990 CHEWAUCAN RM 2                        6.837 METERS 28406     |
 NY0754|---------------------------------------------------------------------|
 NY0754
 NY0754                          SUPERSEDED SURVEY CONTROL
 NY0754
 NY0754  NAD 83(1986)-  42 32 33.53779(N)    120 17 52.80875(W) AD(       ) 3
 NY0754  NAD 27      -  42 32 33.97900(N)    120 17 48.95300(W) AD(       ) 3
 NY0754  NGVD 29 (10/26/06) 1307.88   (m)         4290.9    (f) RESET       3  
 NY0754
 NY0754.Superseded values are not recommended for survey control.
 NY0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0754.See file dsdata.txt to determine how the superseded data were derived.
 NY0754
 NY0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGN2186913567(NAD 83)
 NY0754_MARKER: DS = TRIANGULATION STATION DISK
 NY0754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0754_SP_SET: CONCRETE POST
 NY0754_STAMPING: CHEWAUCAN 1948
 NY0754_MARK LOGO: CGS   
 NY0754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0754+STABILITY: SURFACE MOTION
 NY0754
 NY0754  HISTORY     - Date     Condition        Report By
 NY0754  HISTORY     - 1948     MONUMENTED       CGS
 NY0754  HISTORY     - 1948     GOOD             CGS
 NY0754  HISTORY     - 19840405 GOOD             NGS
 NY0754
 NY0754                          STATION DESCRIPTION
 NY0754
 NY0754'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MTP)
 NY0754'STATION IS LOCATED ABOUT 4 MILES NORTH OF VALLEY FALLS AND 0.1
 NY0754'MILE NORTH OF THE CHEWAUCAN RIVER, AT A SIDE ROAD.  THE STATION
 NY0754'MARK IS SET IN A CONCRETE POST PROJECTING 2 INCHES ABOVE THE
 NY0754'SURFACE OF THE GROUND.  THE MARK IS 8.3 FEET NORTHWEST OF A
 NY0754'WITNESS POST, 57 FEET EAST OF STATE HIGHWAY 31, AND 77 FEET NORTH
 NY0754'OF TRACK ROAD LEADING EAST FROM STATE HIGHWAY 31.  IT IS STAMPED
 NY0754'CHEWAUCAN 1948.
 NY0754'
 NY0754'REFERENCE MARK NO 1 IS SET IN A 8X8 INCH CONCRETE POST
 NY0754'PROJECTING 1 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS
 NY0754'3 FEET NORTH OF A USBM WITNESS POST, AND 36 FEET EAST OF THE
 NY0754'CENTERLINE OF STATE HIGHWAY 31.  IT IS STAMPED C72 1931.
 NY0754'
 NY0754'REFERENCE MARK NO 2 IS SET IN A ROUND CONCRETE POST PROJECTING
 NY0754'4 INCHES ABOVE THE SURFACE OF THE GROUND.  THE MARK IS 32 FEET
 NY0754'EAST OF STATE HIGHWAY 31, AND 50 FEET NORTH OF A USBM WITNESS
 NY0754'POST.  IT IS STAMPED CHEWAUCAN NO 2 1948.
 NY0754'
 NY0754'AZIMUTH MARK IS SET IN A CONCRETE POST PROJECTING 4 INCHES ABOVE
 NY0754'THE SURFACE OF THE GROUND.  THE MARK IS 27 FEET EAST OF THE
 NY0754'CENTERLINE OF STATE HIGHWAY 31, 1 FOOT WEST OF A NORTH-SOUTH
 NY0754'FENCELINE, AND 2 FEET NORTH OF A WITNESS POST.  IT IS STAMPED
 NY0754'CHEWAUCAN 1948.
 NY0754'
 NY0754'TO REACH--FROM VALLEY FALLS GO NORTH ON STATE HIGHWAY 31 FOR
 NY0754'4.0 MILES TO THE CHEWAUCAN RIVER BRIDGE, CONTINUE NORTH FOR
 NY0754'0.1 MILE TO A ROAD LEADING RIGHT AND THE STATION SITE.
 NY0754
 NY0754                          STATION RECOVERY (1948)
 NY0754
 NY0754'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 NY0754'RECOVERED IN GOOD CONDITION.
 NY0754
 NY0754                          STATION RECOVERY (1984)
 NY0754
 NY0754'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NY0754'FROM THE JUNCTION AT VALLEY FALLS GO NORTH ON HIGHWAY 31 FOR 4.0 MI
 NY0754'(6.4 KM) TO THE MARK ON THE RIGHT, 10.9 M (35.8 FT) NORTH OF BM C 72,
 NY0754'6.8 M (22.3 FT) SOUTHEAST OF RM 2, 43.0 METERS EAST OF THE CENTERLINE
 NY0754'OF THE HIGHWAY, AND 23.0 METERS NORTH OF THE CENTERLINE OF A GRAVEL
 NY0754'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0990 ***********************************************************************
 NY0990  DESIGNATION -  CHEWAUCAN RM 2
 NY0990  PID         -  NY0990
 NY0990  STATE/COUNTY-  OR/LAKE
 NY0990  USGS QUAD   -  COGLAN BUTTES SE (1966)
 NY0990
 NY0990                         *CURRENT SURVEY CONTROL
 NY0990  ___________________________________________________________________
 NY0990* NAD 83(1986)-  42 32 33.     (N)    120 17 52.     (W)     SCALED    
 NY0990* NAVD 88     -      1309.07   (meters)    4294.8    (feet)  RESET     
 NY0990  ___________________________________________________________________
 NY0990  GEOID HEIGHT-         -20.67  (meters)                     GEOID03
 NY0990  VERT ORDER  -  THIRD
 NY0990
 NY0990.The horizontal coordinates were scaled from a topographic map and have
 NY0990.an estimated accuracy of +/- 6 seconds.
 NY0990
 NY0990.The orthometric height was computed from unverified reset data.
 NY0990.No vertical observational check was made to the station.
 NY0990
 NY0990.The geoid height was determined by GEOID03.
 NY0990
 NY0990;                    North         East    Units  Estimated Accuracy
 NY0990;SPC OR S     -    97,310.    1,516,610.      MT  (+/- 180 meters Scaled)
 NY0990
 NY0990                          SUPERSEDED SURVEY CONTROL
 NY0990
 NY0990  NGVD 29 (10/26/06) 1307.89   (m)         4291.0    (f) RESET       3  
 NY0990
 NY0990.Superseded values are not recommended for survey control.
 NY0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0990.See file dsdata.txt to determine how the superseded data were derived.
 NY0990
 NY0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGN218135(NAD 83)
 NY0990_MARKER: DR = REFERENCE MARK DISK
 NY0990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0990_SP_SET: CONCRETE POST
 NY0990_STAMPING: CHEWAUCAN NO 2 1948
 NY0990_MARK LOGO: CGS   
 NY0990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0990+STABILITY: SURFACE MOTION
 NY0990
 NY0990  HISTORY     - Date     Condition        Report By
 NY0990  HISTORY     - 1948     MONUMENTED       CGS
 NY0990  HISTORY     - 19840405 GOOD             NGS
 NY0990
 NY0990                          STATION DESCRIPTION
 NY0990
 NY0990'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 NY0990'FROM THE VALLEY FALLS, GO NORTH ON HIGHWAY 31 FOR 4.0 MI (6.4 KM) TO
 NY0990'THE MARK ON THE RIGHT, 0.1 MILE NORTH OF BRIDGE OVER CHEWAUCAN RIVER,
 NY0990'6.8 METERS NORTHWEST OF TRISTATION CHEWAUCAN 1948, 37 METERS EAST OF
 NY0990'THE CENTERLINE OF THE HIGHWAY, AND 28 METERS NORTH OF A GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0245 ***********************************************************************
 NX0245  DESIGNATION -  CHICK
 NX0245  PID         -  NX0245
 NX0245  STATE/COUNTY-  OR/HARNEY
 NX0245  USGS QUAD   -  THE V (1982)
 NX0245
 NX0245                         *CURRENT SURVEY CONTROL
 NX0245  ___________________________________________________________________
 NX0245* NAD 83(1991)-  42 04 11.15213(N)    118 15 45.38864(W)     ADJUSTED  
 NX0245* NAVD 88     -      2403.5    (meters)    7885.     (feet)  VERTCON   
 NX0245  ___________________________________________________________________
 NX0245  LAPLACE CORR-           5.65  (seconds)                    DEFLEC99
 NX0245  GEOID HEIGHT-         -18.91  (meters)                     GEOID03
 NX0245  HORZ ORDER  -  FIRST
 NX0245
 NX0245.The horizontal coordinates were established by classical geodetic methods
 NX0245.and adjusted by the National Geodetic Survey in October 1991.
 NX0245
 NX0245.The NAVD 88 height was computed by applying the VERTCON shift value to
 NX0245.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NX0245
 NX0245.The Laplace correction was computed from DEFLEC99 derived deflections.
 NX0245
 NX0245.The geoid height was determined by GEOID03.
 NX0245
 NX0245;                    North         East     Units Scale Factor Converg.
 NX0245;SPC OR S     -    47,252.639 1,685,159.206   MT  1.00007676   +1 31 50.5
 NX0245;SPC OR S     -   155,028.34  5,528,737.55   iFT  1.00007676   +1 31 50.5
 NX0245;SPC NV W     - 4,812,496.087   826,540.658   MT  0.99990866   +0 12 53.6
 NX0245;SPC NV W     -15,788,997.58  2,711,742.14   sFT  0.99990866   +0 12 53.6
 NX0245;UTM  11      - 4,658,293.349   395,547.226   MT  0.99973425   -0 50 45.8
 NX0245
 NX0245!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NX0245!SPC OR S     -   0.99962614  x   1.00007676  =   0.99970288
 NX0245!SPC NV W     -   0.99962614  x   0.99990866  =   0.99953484
 NX0245!UTM  11      -   0.99962614  x   0.99973425  =   0.99936049
 NX0245
 NX0245:                Primary Azimuth Mark                     Grid Az
 NX0245:SPC OR S     -  OREVADA VIEW                             160 23 27.5
 NX0245:SPC NV W     -  OREVADA VIEW                             161 42 24.4
 NX0245:UTM  11      -  OREVADA VIEW                             162 46 03.8
 NX0245
 NX0245|---------------------------------------------------------------------|
 NX0245| PID    Reference Object                     Distance      Geod. Az  |
 NX0245|                                                           dddmmss.s |
 NX0245| MV0286 OREVADA VIEW                        APPROX.10.6 KM 1615518.0 |
 NX0245| CD7095 CHICK RM 1                           29.344 METERS 23111     |
 NX0245| CD7096 CHICK RM 2                           35.422 METERS 32812     |
 NX0245|---------------------------------------------------------------------|
 NX0245
 NX0245                          SUPERSEDED SURVEY CONTROL
 NX0245
 NX0245  NAD 83(1986)-  42 04 11.15846(N)    118 15 45.38783(W) AD(       ) 1
 NX0245  NAD 27      -  42 04 11.53000(N)    118 15 41.81800(W) AD(       ) 1
 NX0245  NGVD 29 (07/19/86) 2402.1    (m)         7881.     (f) VERT ANG    3  
 NX0245
 NX0245.Superseded values are not recommended for survey control.
 NX0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NX0245.See file dsdata.txt to determine how the superseded data were derived.
 NX0245
 NX0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG9554758293(NAD 83)
 NX0245_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NX0245_SETTING: 80 = SET IN A BOULDER
 NX0245_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 NX0245
 NX0245  HISTORY     - Date     Condition        Report By
 NX0245  HISTORY     - 1956     MONUMENTED       CGS
 NX0245  HISTORY     - 1975     GOOD             USGS
 NX0245
 NX0245                          STATION DESCRIPTION
 NX0245
 NX0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 NX0245'THE STATION IS LOCATED ON THE CREST OF A PROMINENT TABLELAND
 NX0245'KNOWN AS TROUT CREEK RANGE.  IT IS ABOUT 29 MILES (AIR LINE) WEST
 NX0245'OF MC DERMITT, NEVADA, 19 MILES EAST OF DENIO, 5 MILES NORTH OF THE
 NX0245'OREGON-NEVADA STATE LINE, 0.1 MILE WEST OF A TRACK ROAD, AND 12
 NX0245'FEET SOUTH OF A WHITE WITNESS POST.
 NX0245'
 NX0245'TO REACH THE STATION FROM THE POST OFFICE IN DENIO, GO NORTH
 NX0245'ON A GRAVEL ROAD FOR 7.7 MILES TO A FORK, JUST SOUTH OF A SCHOOL
 NX0245'HOUSE.  TAKE THE RIGHT FORK AND GO IN AN EASTERLY DIRECTION FOR
 NX0245'3.1 MILES TO A Y FORK.  TAKE THE LEFT FORK (NORTHERLY) AND GO
 NX0245'1.2 MILES (AS PER SIGN WHITE HORSE RANCH 24 MILES) TO A
 NX0245'CROSSROAD.  TURN RIGHT (NORTHEAST) AND GO 0.6 MILE TO A
 NX0245'CROSSROAD.  KEEP STRAIGHT AHEAD AND GO 0.4 MILE TO A
 NX0245'CROSSROAD.  KEEP STRAIGHT AHEAD AND GO 1.9 MILES TO A FORK.
 NX0245'TAKE THE LEFT FORK AND GO 0.2 MILE TO A T-ROAD INTERSECTION.
 NX0245'TURN RIGHT (EASTERLY) AND FOLLOW THE MAIN TRAVELED ROAD FOR
 NX0245'7.4 MILES TO A FORK.  TAKE THE RIGHT FORK AND GO 0.05 MILE TO A
 NX0245'FORK.  TAKE THE LEFT FORK AND GO 0.6 MILE TO A GATE.  PASS
 NX0245'THROUGH THE GATE AND TURN LEFT ONTO A DIM TRACK ROAD AND GO
 NX0245'0.55 MILE TO A GATE.  PASS THROUGH THE GATE AND CONTINUE
 NX0245'STRAIGHT AHEAD ON THE MAIN TRAVELED ROAD FOR 1.6 MILES TO A
 NX0245'FORK.  TAKE THE LEFT FORK AND GO 0.3 MILE TO A FORK.  TAKE THE
 NX0245'LEFT FORK AND GO 6.0 MILES TO A SPRING AND CORRAL.  CONTINUE AHEAD
 NX0245'(EAST THENCE SOUTH) AND FOLLOW THE MAIN TRAVELED ROAD FOR 3.75
 NX0245'MILES TO THE CREST OF THE RIDGE.  TURN RIGHT (WEST) AND
 NX0245'DRIVE ACROSS COUNTRY FOR 0.1 MILE TO THE STATION.
 NX0245'
 NX0245'THE STATION MARK, A STANDARD DISK STAMPED CHICK 1956, IS SET IN
 NX0245'A DRILL HOLE IN A BOULDER THAT IS ABOUT 8 INCHES BELOW THE SURFACE
 NX0245'OF THE GROUND.
 NX0245'
 NX0245'REFERENCE MARK 1, A STANDARD DISK STAMPED CHICK NO 1 1956, IS
 NX0245'SET IN A DRILL HOLE IN A SMALL BOULDER THAT PROJECTS ABOUT 2
 NX0245'INCHES ABOVE THE GROUND.  IT IS ABOUT 1 FOOT HIGHER IN ELEVATION
 NX0245'THAN THE STATION MARK.
 NX0245'
 NX0245'REFERENCE MARK 2, A STANDARD DISK STAMPED CHICK NO 2 1956, IS
 NX0245'SET IN A DRILL HOLE IN A BOULDER THAT PROJECTS ABOUT 1 INCH ABOVE
 NX0245'THE GROUND.  IT IS ABOUT 1 FOOT HIGHER IN ELEVATION THAN THE
 NX0245'STATION MARK.
 NX0245'
 NX0245'THE MARKS AT THIS STATION WAS SET IN 1950 BUT THE STATION WAS
 NX0245'NOT ESTABLISHED AT THAT TIME.  THE DATE ON THE MARKS WAS CHANGED
 NX0245'TO 1956.
 NX0245'
 NX0245'THE AZIMUTH MARK THAT WAS SET IN 1950 WOULD NOT SEE THE STATION
 NX0245'AND WAS REMOVED.  AN AZIMUTH MARK WAS NOT ESTABLISHED AT THIS TIME.
 NX0245
 NX0245                          STATION RECOVERY (1975)
 NX0245
 NX0245'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NX0245'RECOVERED AS DESCRIBED.  ALL MARKS IN GOOD CONDITION.
 NX0245'
 NX0245'INSTRUMENT STAND 6.5 FT ABOVE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2211 ***********************************************************************
 RC2211  DESIGNATION -  CHICKEN
 RC2211  PID         -  RC2211
 RC2211  STATE/COUNTY-  OR/WASCO
 RC2211  USGS QUAD   -  DANT (1962)
 RC2211
 RC2211                         *CURRENT SURVEY CONTROL
 RC2211  ___________________________________________________________________
 RC2211* NAD 83(1991)-  45 06 36.72203(N)    121 04 44.29069(W)     ADJUSTED  
 RC2211* NAVD 88     -       667.3    (meters)    2189.     (feet)  VERTCON   
 RC2211  ___________________________________________________________________
 RC2211  LAPLACE CORR-           3.43  (seconds)                    DEFLEC99
 RC2211  GEOID HEIGHT-         -21.33  (meters)                     GEOID03
 RC2211  HORZ ORDER  -  SECOND
 RC2211
 RC2211.The horizontal coordinates were established by classical geodetic methods
 RC2211.and adjusted by the National Geodetic Survey in October 1991.
 RC2211
 RC2211.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC2211.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC2211
 RC2211.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2211
 RC2211.The geoid height was determined by GEOID03.
 RC2211
 RC2211;                    North         East     Units Scale Factor Converg.
 RC2211;SPC OR N     -   160,570.498 2,454,442.837   MT  0.99989510   -0 24 38.1
 RC2211;SPC OR N     -   526,806.10  8,052,633.98   iFT  0.99989510   -0 24 38.1
 RC2211;UTM  10      - 4,996,987.520   651,115.998   MT  0.99988080   +1 21 40.5
 RC2211
 RC2211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2211!SPC OR N     -   0.99989874  x   0.99989510  =   0.99979385
 RC2211!UTM  10      -   0.99989874  x   0.99988080  =   0.99977955
 RC2211
 RC2211|---------------------------------------------------------------------|
 RC2211| PID    Reference Object                     Distance      Geod. Az  |
 RC2211|                                                           dddmmss.s |
 RC2211| CF4218 CHICKEN RM 1                         11.654 METERS 04545     |
 RC2211| CF4219 CHICKEN RM 2                         20.080 METERS 33428     |
 RC2211| CF4217 CHICKEN AZ MK                                      3403907.7 |
 RC2211|---------------------------------------------------------------------|
 RC2211
 RC2211                          SUPERSEDED SURVEY CONTROL
 RC2211
 RC2211  NAD 83(1986)-  45 06 36.73534(N)    121 04 44.28867(W) AD(       ) 2
 RC2211  NAD 27      -  45 06 37.30800(N)    121 04 40.07600(W) AD(       ) 2
 RC2211  NGVD 29 (07/19/86)  666.2    (m)         2186.     (f) VERT ANG    3  
 RC2211
 RC2211.Superseded values are not recommended for survey control.
 RC2211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2211.See file dsdata.txt to determine how the superseded data were derived.
 RC2211
 RC2211_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ5111696988(NAD 83)
 RC2211_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RC2211_SETTING: 80 = SET IN A BOULDER
 RC2211_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 RC2211
 RC2211  HISTORY     - Date     Condition        Report By
 RC2211  HISTORY     - 1946     MONUMENTED       CGS
 RC2211  HISTORY     - 1969     SEE DESCRIPTION  CGS
 RC2211
 RC2211                          STATION DESCRIPTION
 RC2211
 RC2211'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 RC2211'ABOUT 5 MILES, AIRLINE, SOUTH OF MAUPIN AND 3 MILES, AIRLINE,
 RC2211'WEST OF THE DESCHUTES RIVER ON A GRASSY RIDGE PARTLY COVERED
 RC2211'WITH SAGE BRUSH.  THERE ARE HIGHER POINTS TO THE EAST AND THE
 RC2211'RIDGE SLOPING TO THE WEST.  IT IS ON A ROUND GRASSY KNOLL, 4
 RC2211'FEET NORTH OF A 4 INCH SQUARE WOODEN WITNESS POST.  IT IS A
 RC2211'STANDARD DISK, STAMPED CHICKEN 1946, WELDED ON TOP OF A 3 INCH
 RC2211'CAST IRON SOIL PIPE PROJECTING 3 INCHES.
 RC2211'
 RC2211'REFERENCE MARK NO. 1 IS ABOUT 1.5 FEET LOWER THAN THE STATION.  IT
 RC2211'IS A STANDARD DISK, STAMPED CHICKEN NO 1 1946, WELDED ON TOP OF
 RC2211'A 3 INCH IRON PIPE PROJECTING 8 INCHES.
 RC2211'
 RC2211'REFERENCE MARK NO. 2 IS ABOUT 2 FEET LOWER THAN THE STATION.  IT
 RC2211'IS STAMPED CHICKEN NO 2 1946.
 RC2211'
 RC2211'AZIMUTH MARK IS 0.1 MILE NORTH OF AN OLD SHEEP SHED, 120 FEET
 RC2211'EAST OF A FENCE CORNER AND 4 FEET SOUTH OF A 4 INCH SQUARE
 RC2211'WOODEN WITNESS POST.  IT IS ON TOP OF A SMALL GRASSY KNOLL ABOUT
 RC2211'50 FEET IN DIAMETER.  IT IS STAMPED CHICKEN 1946 AND IS FLUSH
 RC2211'WITH THE GROUND.
 RC2211'
 RC2211'SUBSTITUTE STATION NO 60V131A IS THE INTERSECTION OF THE
 RC2211'CENTERLINES OF TRACK ROADS 78.532 METERS WEST-NORTHWEST OF THE
 RC2211'STATION AND 2.85 METERS LOWER THAN THE STATION.
 RC2211'
 RC2211'TO REACH FROM THE SOUTHWEST END OF THE BRIDGE OVER THE DESCHUTES
 RC2211'RIVER IN MAUPIN, GO SOUTHWEST FOR 0.15 MILES TO A FORK.  TAKE
 RC2211'RIGHT FORK, DIRT ROAD, AND GO 0.5 MILE TO A GATE.  PASS THRU GATE
 RC2211'AND GO ABOUT 100 YARDS TO A BRIDGE, TURN LEFT JUST AFTER CROSSING
 RC2211'BRIDGE AND TAKE OLD ROAD ALONG SIDE HILL FOR 3.6 MILES TO THE TOP
 RC2211'OF THE HILL AND OLD BUILDINGS ON THE RIGHT.  AZIMUTH MARK IS 0.1
 RC2211'MILE NORTH OF THE BUILDINGS AS DESCRIBED.  TAKE LEFT FORK
 RC2211'ACROSS FIELDS TO THE HIGHEST PART OF THE RIDGE AND THE STATION
 RC2211'AS DESCRIBED.
 RC2211
 RC2211                          STATION RECOVERY (1969)
 RC2211
 RC2211'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 RC2211'THE STATION MARK, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK WERE
 RC2211'RECOVERED IN GOOD CONDITION.  LANDMARKS HAVE CHANGED.  A NEW AND
 RC2211'COMPLETE DESCRIPTION FOLLOWS.
 RC2211'
 RC2211'THE STATION IS 5 MILES SOUTH OF MAUPIN, AND 2 MILES EAST OF THE
 RC2211'DESCHUTES RIVER ON RANGE LAND OWNED BY ANN CONNALY, AND LEASED
 RC2211'TO MR. EDWARD HAGEN.
 RC2211'
 RC2211'TO REACH THE STATION FROM THE MAUPIN POST OFFICE GO EAST ON
 RC2211'U.S. HIGHWAY 197 FOR 0.7 MILE TO THE SOUTH END OF THE BRIDGE
 RC2211'ACROSS THE DESCHUTES RIVER, CONTINUE SOUTH ON THE HIGHWAY FOR
 RC2211'0.15 MILE TO A GRAVELED ROAD RIGHT, TURN RIGHT AND GO SOUTHWEST
 RC2211'PARALLELING THE RIVER FOR 0.5 MILE TO A CATTLE GUARD, CROSS
 RC2211'CATTLE GUARD AND GO 0.05 MILE TO A FORK, TAKE LEFT FORK,
 RC2211'UPGRADE, AND FOLLOW THE MAIN TRAVELED ROAD SOUTHERLY FOR 3.5
 RC2211'MILES TO A GATE, PASS THROUGH THE GATE AND CONTINUE SOUTH ON
 RC2211'THE MAIN ROAD FOR 0.3 MILE TO A CORRAL AND THE AZIMUTH MARK ON
 RC2211'THE RIGHT.  CONTINUE SOUTH ON THE MAIN ROAD FOR 0.7
 RC2211'MILE TO A SUMMIT IN THE ROAD AS IT CROSSES A RIDGE, HERE LEAVE
 RC2211'THE TRACK ROAD AND GO EAST, ACROSS COUNTRY FOR 0.05 MILE TO THE
 RC2211'STATION.
 RC2211'
 RC2211'THE STATION MARK, STAMPED CHICKEN 1946, IS A STANDARD DISK
 RC2211'BRAZED TO THE TOP OF A 3-INCH IRON PIPE THAT IS FLUSH ON A SMALL
 RC2211'MOUND, 200 FEET NORTHWEST OF A ROCK CAIRN, AND 1 FOOT WEST OF A
 RC2211'METAL WITNESS POST.
 RC2211'
 RC2211'REFERENCE MARK NO. 1, STAMPED CHICKEN NO 1 1946, IS A STANDARD
 RC2211'DISK BRAZED TO A 3-INCH IRON PIPE THAT PROJECTS 6 INCHES, 38
 RC2211'FEET NORTHEAST OF THE WITNESS POST, AND 1 FOOT LOWER THAN THE
 RC2211'STATION.
 RC2211'
 RC2211'REFERENCE MARK NO. 2, STAMPED CHICKEN NO 2 1946, IS A STANDARD
 RC2211'DISK CEMENTED IN A DRILL HOLE IN A 1 BY 3 FOOT BOULDER THAT
 RC2211'PROJECTS 6 INCHES, 67 FEET NORTHWEST OF THE WITNESS POST, AND 1
 RC2211'FOOT LOWER THAN THE STATION.  (NOTE 12C)
 RC2211'
 RC2211'THE AZIMUTH MARK, STAMPED CHICKEN 1946, IS A STANDARD DISK
 RC2211'CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS FLUSH ON A SMALL
 RC2211'MOUND, 450 FEET NORTHWEST OF THE LOADING CHUTE AT THE CORRAL,
 RC2211'120 FEET EAST OF A FENCE CORNER, AND 1 FOOT WEST OF A METAL
 RC2211'WITNESS POST.  (NOTE 17C)
 RC2211'
 RC2211'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 64.67 FEET.
 RC2211'
 RC2211'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RC2211'5 MILES SOUTH OF MAUPIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0887 ***********************************************************************
 QC0887  DESIGNATION -  CHICKEN HILL LOOKOUT TOWER
 QC0887  PID         -  QC0887
 QC0887  STATE/COUNTY-  OR/GRANT
 QC0887  USGS QUAD   -  CRAWFISH LAKE (1984)
 QC0887
 QC0887                         *CURRENT SURVEY CONTROL
 QC0887  ___________________________________________________________________
 QC0887* NAD 83(1991)-  44 59 17.42033(N)    118 21 22.62126(W)     ADJUSTED  
 QC0887* NAVD 88     -              **(meters)            **(feet)            
 QC0887  ___________________________________________________________________
 QC0887  LAPLACE CORR-           7.52  (seconds)                    DEFLEC99
 QC0887  GEOID HEIGHT-         -16.74  (meters)                     GEOID03
 QC0887  HORZ ORDER  -  THIRD
 QC0887
 QC0887.The horizontal coordinates were established by classical geodetic methods
 QC0887.and adjusted by the National Geodetic Survey in October 1991.
 QC0887
 QC0887
 QC0887.The Laplace correction was computed from DEFLEC99 derived deflections.
 QC0887
 QC0887.The geoid height was determined by GEOID03.
 QC0887
 QC0887;                    North         East     Units Scale Factor Converg.
 QC0887;SPC OR N     -   149,089.897 2,669,023.197   MT  0.99989953   +1 31 13.1
 QC0887;SPC OR N     -   489,140.08  8,756,637.79   iFT  0.99989953   +1 31 13.1
 QC0887;UTM  11      - 4,982,531.210   393,082.089   MT  0.99974056   -0 57 32.1
 QC0887
 QC0887                          SUPERSEDED SURVEY CONTROL
 QC0887
 QC0887  NAD 83(1986)-  44 59 17.42735(N)    118 21 22.61704(W) AD(       ) 4
 QC0887  NAD 27      -  44 59 17.90302(N)    118 21 18.75318(W) AD(       ) 3
 QC0887
 QC0887.Superseded values are not recommended for survey control.
 QC0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0887.See file dsdata.txt to determine how the superseded data were derived.
 QC0887
 QC0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK9308282531(NAD 83)
 QC0887
 QC0887  HISTORY     - Date     Condition        Report By
 QC0887  HISTORY     - 1936     MONUMENTED       USFS
 QC0887
 QC0887                          STATION DESCRIPTION
 QC0887
 QC0887'DESCRIBED BY US FOREST SERVICE 1936
 QC0887'THIS INTERSECTION STATION IS THE CENTER OF LOOKOUT TOWER ON THE
 QC0887'SUMMIT OF CHICKEN HILL, ON THE GRANT-UNION COUNTY LINE, ABOUT 12
 QC0887'MILES AIR LINE N OF GRANITE AND VERY CLOSE TO THE RANGE LINE
 QC0887'BETWEEN RANGES 35-1/2 AND 36 E.
 QC0887'
 QC0887'THE POINT IS ON ONE OF THE MAIN DIVIDES OF THE BLUE MOUNTAINS.
 QC0887'
 QC0887'ELEVATION ABOUT 7018 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 LV1071 ***********************************************************************
 LV1071  DESIGNATION -  CHILD 1913
 LV1071  PID         -  LV1071
 LV1071  STATE/COUNTY-  OR/CURRY
 LV1071  USGS QUAD   -  CHILDS HILL (1975)
 LV1071
 LV1071                         *CURRENT SURVEY CONTROL
 LV1071  ___________________________________________________________________
 LV1071* NAD 83(1992)-  41 42 10.31921(N)    124 01 41.75590(W)     ADJUSTED  
 LV1071* NAVD 88     -       710.8    (meters)    2332.     (feet)  VERTCON   
 LV1071  ___________________________________________________________________
 LV1071  EPOCH DATE  -        1991.35
 LV1071  LAPLACE CORR-          14.01  (seconds)                    DEFLEC99
 LV1071  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 LV1071  HORZ ORDER  -  SECOND
 LV1071
 LV1071.The horizontal coordinates were established by classical geodetic methods
 LV1071.and adjusted by the National Geodetic Survey in March 1994.
 LV1071.The horizontal coordinates are valid at the epoch date displayed above.
 LV1071.The epoch date for horizontal control is a decimal equivalence
 LV1071.of Year/Month/Day.
 LV1071
 LV1071.The NAVD 88 height was computed by applying the VERTCON shift value to
 LV1071.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LV1071
 LV1071.The Laplace correction was computed from DEFLEC99 derived deflections.
 LV1071
 LV1071.The geoid height was determined by GEOID03.
 LV1071
 LV1071;                    North         East     Units Scale Factor Converg.
 LV1071;SPC OR S     -    10,208.178 1,206,347.393   MT  1.00021810   -2 24 49.9
 LV1071;SPC OR S     -    33,491.40  3,957,832.65   iFT  1.00021810   -2 24 49.9
 LV1071;UTM  10      - 4,617,297.441   414,445.941   MT  0.99969007   -0 41 02.8
 LV1071
 LV1071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LV1071!SPC OR S     -   0.99989288  x   1.00021810  =   1.00011095
 LV1071!UTM  10      -   0.99989288  x   0.99969007  =   0.99958298
 LV1071
 LV1071:                Primary Azimuth Mark                     Grid Az
 LV1071:SPC OR S     -  SECOND PEAK N OF PRESTON PEAK            064 12 57.9
 LV1071:UTM  10      -  SECOND PEAK N OF PRESTON PEAK            062 29 10.8
 LV1071
 LV1071|---------------------------------------------------------------------|
 LV1071| PID    Reference Object                     Distance      Geod. Az  |
 LV1071|                                                           dddmmss.s |
 LV1071| MX1241 SECOND PEAK N OF PRESTON PEAK       APPROX.39.2 KM 0614808.0 |
 LV1071| MX1268 FOUR BROTHERS 1                     APPROX.20.8 KM 0753032.0 |
 LV1071| MX1270 FOUR BROTHERS 2                     APPROX.20.2 KM 0782832.2 |
 LV1071| MX1273 FOUR BROTHERS 3                     APPROX.19.9 KM 0792149.4 |
 LV1071| MX1267 FOUR BROTHERS 4                     APPROX.19.6 KM 0814032.2 |
 LV1071| LV1105 CRESCENT CITY LIGHTHOUSE            APPROX.15.2 KM 2873134.1 |
 LV1071| LV1007 BALD HILL 1913                      APPROX. 6.4 KM 3572330.9 |
 LV1071|---------------------------------------------------------------------|
 LV1071
 LV1071                          SUPERSEDED SURVEY CONTROL
 LV1071
 LV1071  NAD 83(1986)-  41 42 10.31399(N)    124 01 41.75494(W) AD(1984.00) 2
 LV1071  NAD 27      -  41 42 10.88300(N)    124 01 37.48100(W) AD(       ) 2
 LV1071  NGVD 29 (07/19/86)  709.8    (m)         2329.     (f) VERT ANG    3  
 LV1071
 LV1071.Superseded values are not recommended for survey control.
 LV1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1071.See file dsdata.txt to determine how the superseded data were derived.
 LV1071
 LV1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM1444617297(NAD 83)
 LV1071_MARKER: Z = SEE DESCRIPTION
 LV1071_SETTING: 0 = UNSPECIFIED SETTING
 LV1071_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV1071
 LV1071  HISTORY     - Date     Condition        Report By
 LV1071  HISTORY     - 1913     MONUMENTED       CGS
 LV1071  HISTORY     - 1925     SEE DESCRIPTION  CGS
 LV1071
 LV1071                          STATION DESCRIPTION
 LV1071
 LV1071'DESCRIBED BY COAST AND GEODETIC SURVEY 1925
 LV1071'STATION IS ABOUT 6 MILES S OF THE WELL-KNOWN BALD HILLS, ON
 LV1071'THE WESTERN END OF THE HIGHEST PART OF WHAT IS KNOWN AS CHILDS
 LV1071'HILL.
 LV1071'
 LV1071'THE STATION IS MARKED BY A STANDARD DISK SET IN CONCRETE IN
 LV1071'A DEPRESSION IN A BOULDER.
 LV1071'
 LV1071'THE REFERENCE MARK IS A STANDARD DISK SET IN A CONCRETE MONUMENT
 LV1071'AND IS 5.04 METERS (16.05 FEET) W OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0504 ***********************************************************************
 NY0504  DESIGNATION -  CHILOQUIN AIRPORT
 NY0504  PID         -  NY0504
 NY0504  STATE/COUNTY-  OR/KLAMATH
 NY0504  USGS QUAD   -  AGENCY LAKE (1985)
 NY0504
 NY0504                         *CURRENT SURVEY CONTROL
 NY0504  ___________________________________________________________________
 NY0504* NAD 83(1986)-  42 34 29.     (N)    121 52 40.     (W)     SCALED    
 NY0504* NAVD 88     -      1277.827  (meters)    4192.34   (feet)  ADJUSTED  
 NY0504  ___________________________________________________________________
 NY0504  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 NY0504  DYNAMIC HT  -        1277.084 (meters)    4189.90  (feet)  COMP
 NY0504  MODELED GRAV-     979,995.2   (mgal)                       NAVD 88
 NY0504
 NY0504  VERT ORDER  -  FIRST     CLASS II
 NY0504
 NY0504.The horizontal coordinates were scaled from a topographic map and have
 NY0504.an estimated accuracy of +/- 6 seconds.
 NY0504
 NY0504.The orthometric height was determined by differential leveling
 NY0504.and adjusted in June 1991.
 NY0504
 NY0504.The geoid height was determined by GEOID03.
 NY0504
 NY0504.The dynamic height is computed by dividing the NAVD 88
 NY0504.geopotential number by the normal gravity value computed on the
 NY0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0504.degrees latitude (g = 980.6199 gals.).
 NY0504
 NY0504.The modeled gravity was interpolated from observed gravity values.
 NY0504
 NY0504;                    North         East    Units  Estimated Accuracy
 NY0504;SPC OR S     -   101,800.    1,386,890.      MT  (+/- 180 meters Scaled)
 NY0504
 NY0504                          SUPERSEDED SURVEY CONTROL
 NY0504
 NY0504  NGVD 29 (??/??/92) 1276.683  (m)         4188.58   (f) ADJ UNCH    1 2
 NY0504
 NY0504.Superseded values are not recommended for survey control.
 NY0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0504.See file dsdata.txt to determine how the superseded data were derived.
 NY0504
 NY0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN920142(NAD 83)
 NY0504_MARKER: DB = BENCH MARK DISK
 NY0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0504_SP_SET: CONCRETE POST
 NY0504_STAMPING: CHILOQUIN AIRPORT 1943
 NY0504_MARK LOGO: CGS   
 NY0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0504+STABILITY: SURFACE MOTION
 NY0504_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NY0504+SATELLITE: SATELLITE OBSERVATIONS - July 01, 1988
 NY0504
 NY0504  HISTORY     - Date     Condition        Report By
 NY0504  HISTORY     - 1943     MONUMENTED       CGS
 NY0504  HISTORY     - 1954     GOOD             NGS
 NY0504  HISTORY     - 1982     MARK NOT FOUND   USGS
 NY0504  HISTORY     - 19880701 GOOD             NGS
 NY0504
 NY0504                          STATION DESCRIPTION
 NY0504
 NY0504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NY0504'0.9 MI S FROM CHILOQUIN.
 NY0504'0.8 MILE SOUTH ALONG A PAVED ROAD FROM THE SOUTHERN PACIFIC COMPANY
 NY0504'RAILROAD STATION AT CHILOQUIN, THENCE 0.1 MILE WEST ALONG THE
 NY0504'CHILOQUIN AIRPORT ENTRANCE ROAD, 7.2 FEET NORTH OF THE SOUTHWEST
 NY0504'CORNER OF THE HANGAR, 10.1 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 NY0504'THE CONCRETE BASE OF THE WIND SOCK, 1.6 FEET WEST OF THE WEST WALL OF
 NY0504'THE HANGAR, FLUSH WITH THE GROUND, AND SET IN THE TOP OF A CONCRETE
 NY0504'POST.
 NY0504
 NY0504                          STATION RECOVERY (1982)
 NY0504
 NY0504'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 NY0504'MARK NOT FOUND.
 NY0504
 NY0504                          STATION RECOVERY (1988)
 NY0504
 NY0504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 NY0504'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0960 ***********************************************************************
 NY0960  DESIGNATION -  CHILOQUIN BOIS CASCADE COOP TK
 NY0960  PID         -  NY0960
 NY0960  STATE/COUNTY-  OR/KLAMATH
 NY0960  USGS QUAD   -  AGENCY LAKE (1985)
 NY0960
 NY0960                         *CURRENT SURVEY CONTROL
 NY0960  ___________________________________________________________________
 NY0960* NAD 83(1991)-  42 30 49.61839(N)    121 52 45.19152(W)     ADJUSTED  
 NY0960* NAVD 88     -              **(meters)            **(feet)            
 NY0960  ___________________________________________________________________
 NY0960  LAPLACE CORR-           7.99  (seconds)                    DEFLEC99
 NY0960  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 NY0960  HORZ ORDER  -  THIRD
 NY0960
 NY0960.The horizontal coordinates were established by classical geodetic methods
 NY0960.and adjusted by the National Geodetic Survey in October 1991.
 NY0960
 NY0960
 NY0960.The Laplace correction was computed from DEFLEC99 derived deflections.
 NY0960
 NY0960.The geoid height was determined by GEOID03.
 NY0960
 NY0960;                    North         East     Units Scale Factor Converg.
 NY0960;SPC OR S     -    95,034.169 1,386,664.113   MT  0.99995944   -0 56 36.9
 NY0960;SPC OR S     -   311,791.89  4,549,422.94   iFT  0.99995944   -0 56 36.9
 NY0960;UTM  10      - 4,707,432.089   592,070.461   MT  0.99970429   +0 45 26.8
 NY0960
 NY0960                          SUPERSEDED SURVEY CONTROL
 NY0960
 NY0960  NAD 83(1986)-  42 30 49.61751(N)    121 52 45.20065(W) AD(       ) 4
 NY0960  NAD 27      -  42 30 50.12894(N)    121 52 41.15331(W) AD(       ) 3
 NY0960
 NY0960.Superseded values are not recommended for survey control.
 NY0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0960.See file dsdata.txt to determine how the superseded data were derived.
 NY0960
 NY0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN9207007432(NAD 83)
 NY0960
 NY0960  HISTORY     - Date     Condition        Report By
 NY0960  HISTORY     - 1967     MONUMENTED       CGS
 NY0960
 NY0960                          STATION DESCRIPTION
 NY0960
 NY0960'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (CAA)
 NY0960'STATION IS LOCATED 23 MILES NORTH-NORTHWEST OF KLAMATH FALLS, 15
 NY0960'MILES SOUTH-SOUTHEAST OF FORT KLAMATH AND 4 MILES SOUTH OF
 NY0960'CHILOQUIN.
 NY0960'
 NY0960'IT IS A TANK SUPPORTED BY 4 LEGS, ABOUT 130 FEET HIGH AND IS
 NY0960'PAINTED SILVER IN COLOR.  THE POINT INTERSECTED WAS THE METAL
 NY0960'BALL ATOP THE TANK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1720 ***********************************************************************
 QE1720  DESIGNATION -  CHIMNEY
 QE1720  PID         -  QE1720
 QE1720  STATE/COUNTY-  OR/LINN
 QE1720  USGS QUAD   -  CHANDLER MTN (1988)
 QE1720
 QE1720                         *CURRENT SURVEY CONTROL
 QE1720  ___________________________________________________________________
 QE1720* NAD 83(1991)-  44 19 21.97147(N)    122 40 30.36096(W)     ADJUSTED  
 QE1720* NAVD 88     -       762.6    (meters)    2502.     (feet)  VERTCON   
 QE1720  ___________________________________________________________________
 QE1720  LAPLACE CORR-           6.48  (seconds)                    DEFLEC99
 QE1720  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 QE1720  HORZ ORDER  -  THIRD
 QE1720
 QE1720.The horizontal coordinates were established by classical geodetic methods
 QE1720.and adjusted by the National Geodetic Survey in October 1991.
 QE1720
 QE1720.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE1720.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE1720
 QE1720.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE1720
 QE1720.The geoid height was determined by GEOID03.
 QE1720
 QE1720;                    North         East     Units Scale Factor Converg.
 QE1720;SPC OR N     -    75,244.389 2,326,512.528   MT  1.00000268   -1 32 33.2
 QE1720;SPC OR N     -   246,864.79  7,632,915.12   iFT  1.00000268   -1 32 33.2
 QE1720;SPC OR S     -   297,323.320 1,326,494.519   MT  1.00009810   -1 29 17.1
 QE1720;SPC OR S     -   975,470.21  4,352,016.14   iFT  1.00009810   -1 29 17.1
 QE1720;UTM  10      - 4,907,774.516   525,906.921   MT  0.99960825   +0 13 37.2
 QE1720
 QE1720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE1720!SPC OR N     -   0.99988405  x   1.00000268  =   0.99988673
 QE1720!SPC OR S     -   0.99988405  x   1.00009810  =   0.99998214
 QE1720!UTM  10      -   0.99988405  x   0.99960825  =   0.99949235
 QE1720
 QE1720:                Primary Azimuth Mark                     Grid Az
 QE1720:SPC OR N     -  CHIMNEY AZ MK                            069 15 14.1
 QE1720:SPC OR S     -  CHIMNEY AZ MK                            069 11 58.0
 QE1720:UTM  10      -  CHIMNEY AZ MK                            067 29 03.7
 QE1720
 QE1720|---------------------------------------------------------------------|
 QE1720| PID    Reference Object                     Distance      Geod. Az  |
 QE1720|                                                           dddmmss.s |
 QE1720| CD9679 CHIMNEY AZ MK                                      0674240.9 |
 QE1720| CD9680 CHIMNEY RM 1                          7.344 METERS 17544     |
 QE1720| CD9681 CHIMNEY RM 2                          5.399 METERS 26302     |
 QE1720|---------------------------------------------------------------------|
 QE1720
 QE1720                          SUPERSEDED SURVEY CONTROL
 QE1720
 QE1720  NAD 83(1986)-  44 19 21.99086(N)    122 40 30.38483(W) AD(       ) 3
 QE1720  NAD 27      -  44 19 22.52900(N)    122 40 26.08800(W) AD(       ) 3
 QE1720  NGVD 29 (07/19/86)  761.5    (m)         2498.     (f) VERT ANG    3  
 QE1720
 QE1720.Superseded values are not recommended for survey control.
 QE1720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1720.See file dsdata.txt to determine how the superseded data were derived.
 QE1720
 QE1720_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ2590707775(NAD 83)
 QE1720_MARKER: Z = SEE DESCRIPTION
 QE1720_SETTING: 0 = UNSPECIFIED SETTING
 QE1720
 QE1720  HISTORY     - Date     Condition        Report By
 QE1720  HISTORY     - 1953     MONUMENTED       CGS
 QE1720
 QE1720                          STATION DESCRIPTION
 QE1720
 QE1720'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 QE1720'THE STATION IS ON THE HIGHEST POINT OF ONE OF THE LOWER LOGGED-OFF
 QE1720'HILLS IN THIS VICINITY AND IS LOCALLY KNOWN AS CHIMNEY ROCK AND
 QE1720'HAS A LOOKOUT OF THE SAME NAME ON ITS SUMMIT.  IT IS ABOUT
 QE1720'5-1/2 MILES SOUTH-SOUTHEAST OF SWEET HOME, 13 MILES NORTHEAST OF
 QE1720'MARCOLA, 13 MILES SOUTH-SOUTHEAST OF LEBANON, AND 28 MILES
 QE1720'NORTHEAST OF EUGENE.
 QE1720'
 QE1720'THE STATION CAN BE REACHED FROM THE JUNCTION OF U.S. HIGHWAY
 QE1720'20 AND STATE HIGHWAY 228 IN THE SOUTHWEST PART OF THE TOWN OF
 QE1720'SWEET HOME BY GOING EASTERLY, THROUGH THE MAIN PART OF TOWN,
 QE1720'ON U.S. HIGHWAY 20 TO AN INTERSECTION WITH SERVICE STATIONS ON
 QE1720'EACH OF FOUR CORNERS.  TURN RIGHT AND GO SOUTHEASTERLY FOR 0.7
 QE1720'MILE TO THE END OF THE SURFACED ROAD.  CONTINUE ON THE MAIN ROAD
 QE1720'FOR 3.5 MILES TO A FORK.  KEEP THE LEFT FORK AND FOLLOW THE
 QE1720'MAIN ROAD FOR 0.5 MILE TO A ROAD INTERSECTING FROM THE LEFT.
 QE1720'CONTINUE STRAIGHT AHEAD FOR 1.6 MILES TO A GATE.  (SHOULD THIS
 QE1720'GATE BE LOCKED, THE KEY CAN BE OBTAINED FROM THE LINN COUNTY
 QE1720'FIRE PATROL OFFICE WHICH IS ABOUT 1 BLOCK WEST OF THE FOUR
 QE1720'SERVICE STATIONS MENTIONED ABOVE.) CONTINUE ON THE MAIN ROAD
 QE1720'FOR 0.7 MILE TO A FORK WHERE THE MAIN ROAD TURNS ABRUPTLY
 QE1720'LEFT.  TAKE THE RIGHT FORK, STRAIGHT AHEAD, FOR 0.5 MILE TO
 QE1720'A FORK.  TAKE THE RIGHT FORK AND FOLLOW THE MAIN ROAD FOR
 QE1720'1.2 MILES TO A FORK FROM WHICH THE LOOKOUT HOUSE IS VISIBLE TO
 QE1720'THE SOUTHWEST.  TAKE THE RIGHT FORK FOR 0.1 MILE TO THE
 QE1720'AZIMUTH MARK ON THE LEFT AS DESCRIBED BELOW.  CONTINUE FOR
 QE1720'1.1 MILES TO THE TOP OF THE DIVIDE AND A DIM LEFT FORK.
 QE1720'CONTINUE ON THE MAIN TRAVELED ROAD, THE RIGHT FORK, FOR 0.2
 QE1720'MILE TO THE LOOKOUT AND THE STATION.
 QE1720'
 QE1720'THE STATION MARK, STAMPED CHIMNEY 1953, IS A STANDARD DISK THAT
 QE1720'IS WELDED TO THE TOP OF A 2-INCH SOIL PIPE WHICH PROJECTS FROM
 QE1720'THE GROUND ABOUT 8 INCHES.  IT IS 7.48 FEET NORTH OF THE NORTHEAST
 QE1720'CORNER OF THE LOOKOUT.
 QE1720'
 QE1720'REFERENCE MARK 1, STAMPED CHIMNEY NO 1 1953, IS A STANDARD
 QE1720'DISK THAT IS WELDED TO THE TOP OF A 2-INCH SOIL PIPE WHICH
 QE1720'PROJECTS FROM THE GROUND ABOUT 6 INCHES.  (OBLITERATED STAMPING
 QE1720'SHOULD NOT BE CONFUSED WITH THE STAMPING AT THE POINT OF THE
 QE1720'ARROW.) IT IS 4-1/2 FEET NORTHEAST OF THE SOUTHEAST CORNER OF
 QE1720'THE LOOKOUT.
 QE1720'
 QE1720'REFERENCE MARK 2, STAMPED CHIMNEY 1953 NO 2, IS A STANDARD
 QE1720'DISK THAT IS WELDED TO THE TOP OF A 2-INCH SOIL PIPE WHICH
 QE1720'PROJECTS FROM THE GROUND ABOUT 8 INCHES.  IT IS ABOUT 5-1/2
 QE1720'FEET NORTHEAST OF THE NORTHWEST CORNER OF THE LOOKOUT.
 QE1720'
 QE1720'THE AZIMUTH MARK, STAMPED CHIMNEY NO 3 1953, IS A STANDARD
 QE1720'REFERENCE MARK DISK THAT IS WELDED TO THE TOP OF A 2-INCH SOIL
 QE1720'PIPE WHICH PROJECTS ABOUT 6 INCHES ABOVE THE SURFACE OF THE
 QE1720'GROUND.  THE MARK IS 37 FEET WEST OF THE CENTER OF THE ROAD AND
 QE1720'13 FEET WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2635 ***********************************************************************
 QE2635  DESIGNATION -  CHIMNEY PEAK
 QE2635  PID         -  QE2635
 QE2635  STATE/COUNTY-  OR/LINN
 QE2635  USGS QUAD   -  CHIMNEY PEAK (1994)
 QE2635
 QE2635                         *CURRENT SURVEY CONTROL
 QE2635  ___________________________________________________________________
 QE2635* NAD 83(1991)-  44 32 02.39672(N)    122 14 53.28736(W)     ADJUSTED  
 QE2635* NAVD 88     -      1514.4    (meters)    4968.     (feet)  VERTCON   
 QE2635  ___________________________________________________________________
 QE2635  LAPLACE CORR-           4.61  (seconds)                    DEFLEC99
 QE2635  GEOID HEIGHT-         -22.02  (meters)                     GEOID03
 QE2635  HORZ ORDER  -  THIRD
 QE2635
 QE2635.The horizontal coordinates were established by classical geodetic methods
 QE2635.and adjusted by the National Geodetic Survey in October 1991.
 QE2635
 QE2635.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE2635.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE2635
 QE2635.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2635
 QE2635.The geoid height was determined by GEOID03.
 QE2635
 QE2635;                    North         East     Units Scale Factor Converg.
 QE2635;SPC OR N     -    97,883.419 2,361,069.402   MT  0.99995551   -1 14 23.1
 QE2635;SPC OR N     -   321,139.83  7,746,290.69   iFT  0.99995551   -1 14 23.1
 QE2635;UTM  10      - 4,931,460.621   559,736.831   MT  0.99964388   +0 31 38.4
 QE2635
 QE2635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2635!SPC OR N     -   0.99976605  x   0.99995551  =   0.99972157
 QE2635!UTM  10      -   0.99976605  x   0.99964388  =   0.99941001
 QE2635
 QE2635|---------------------------------------------------------------------|
 QE2635| PID    Reference Object                     Distance      Geod. Az  |
 QE2635|                                                           dddmmss.s |
 QE2635| CS4150 CHIMNEY PEAK RM 2                     2.277 METERS 06054     |
 QE2635| CS4151 CHIMNEY PEAK LOH=RM 1                15.225 METERS 13652     |
 QE2635|---------------------------------------------------------------------|
 QE2635
 QE2635                          SUPERSEDED SURVEY CONTROL
 QE2635
 QE2635  NAD 83(1986)-  44 32 02.41630(N)    122 14 53.30170(W) AD(       ) 3
 QE2635  NGVD 29 (04/26/90) 1513.3    (m)         4965.     (f) VERT ANG    3  
 QE2635
 QE2635.Superseded values are not recommended for survey control.
 QE2635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2635.See file dsdata.txt to determine how the superseded data were derived.
 QE2635
 QE2635_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ5973731461(NAD 83)
 QE2635_MARKER: DS = TRIANGULATION STATION DISK
 QE2635_SETTING: 80 = SET IN A BOULDER
 QE2635_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QE2635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE2635+STABILITY: SURFACE MOTION
 QE2635
 QE2635  HISTORY     - Date     Condition        Report By
 QE2635  HISTORY     - 1955     MONUMENTED       USGS
 QE2635
 QE2635                          STATION DESCRIPTION
 QE2635
 QE2635'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 QE2635'LOCATED ABOUT 25 MI ENE. OF FOSTER, 21 MI SE. OF MILL CITY, 18 MI
 QE2635'NW. OF SANTIAM JCT.  50 FT. W. OF LOH ON CHIMNEY PEAK.
 QE2635'
 QE2635'TO REACH FROM IDANHA POST OFFICE, DRIVE 14 MI E. ON STATE HWY. 22
 QE2635'TO SIGN STRAIGHT CREEK.  TURN RIGHT OFF HWY. 1.3 MI.  TAKE LEFT
 QE2635'FORK 2.7 MI.  TAKE LEFT FORK 2.6 MI TO POINT WHERE RD. LEAVES
 QE2635'CLEARING.  LEAVE TRUCK AND GO W. ALONG EDGE OF CLEARING ABOUT 500
 QE2635'FT. TO TRAIL.  FOLLOW TRAIL SOUTHWESTERLY ABOUT 0.5 MI TO TRAIL
 QE2635'FORKS.  TAKE RIGHT FORK ABOUT 2 MI TO TRAIL FORKS.  TAKE RIGHT FORK
 QE2635'FOLLOWING GORDON PEAK TRAIL AND TELEPHONE LINE ABOUT 8 MI TO
 QE2635'CHIMNEY PEAK TRAIL.  TAKE RIGHT FORK CHIMNEY PEAK TRAIL FOLLOWING
 QE2635'TELEPHONE LINE ABOUT 4.5 MI TO TRAIL FORK AND SIGN
 QE2635'CHIMNEY PK 3/4 MILES.  TAKE LEFT FORK FOLLOWING TRAIL TO HIGHEST
 QE2635'POINT, LOH AND STATION.  A 7-HOUR HORSE TRIP.  THIS STATION COULD
 QE2635'PROBABLY BE MORE EASILY REACHED FROM QUARTZVILLE CREEK.
 QE2635'
 QE2635'STATION MARK--STANDARD TABLET STAMPED---CHIMNEY PEAK 1955---,
 QE2635'CEMENTED IN DRILL HOLE IN LARGE ROCK.
 QE2635'
 QE2635'RM 1--CENTER OF USFS LOH.
 QE2635'
 QE2635'RM 2--COPPER NAIL AND WASHER CEMENTED IN DRILL HOLE IN LARGE
 QE2635'FLAT ROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1721 ***********************************************************************
 QE1721  DESIGNATION -  CHIMNEY ROCK LOH
 QE1721  PID         -  QE1721
 QE1721  STATE/COUNTY-  OR/LINN
 QE1721  USGS QUAD   -  CHANDLER MTN (1988)
 QE1721
 QE1721                         *CURRENT SURVEY CONTROL
 QE1721  ___________________________________________________________________
 QE1721* NAD 83(1991)-  44 19 21.80275(N)    122 40 30.50823(W)     ADJUSTED  
 QE1721* NAVD 88     -       763.     (meters)    2503.     (feet)  SCALED    
 QE1721  ___________________________________________________________________
 QE1721  LAPLACE CORR-           6.49  (seconds)                    DEFLEC99
 QE1721  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 QE1721  HORZ ORDER  -  THIRD
 QE1721
 QE1721.The horizontal coordinates were established by classical geodetic methods
 QE1721.and adjusted by the National Geodetic Survey in October 1991.
 QE1721
 QE1721.The orthometric height was scaled from a topographic map.
 QE1721
 QE1721.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE1721
 QE1721.The geoid height was determined by GEOID03.
 QE1721
 QE1721;                    North         East     Units Scale Factor Converg.
 QE1721;SPC OR N     -    75,239.271 2,326,509.126   MT  1.00000269   -1 32 33.3
 QE1721;SPC OR N     -   246,848.00  7,632,903.96   iFT  1.00000269   -1 32 33.3
 QE1721;SPC OR S     -   297,318.198 1,326,491.121   MT  1.00009809   -1 29 17.2
 QE1721;SPC OR S     -   975,453.41  4,352,004.99   iFT  1.00009809   -1 29 17.2
 QE1721;UTM  10      - 4,907,769.298   525,903.680   MT  0.99960825   +0 13 37.1
 QE1721
 QE1721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE1721!SPC OR N     -   0.99988397  x   1.00000269  =   0.99988666
 QE1721!SPC OR S     -   0.99988397  x   1.00009809  =   0.99998205
 QE1721!UTM  10      -   0.99988397  x   0.99960825  =   0.99949227
 QE1721
 QE1721                          SUPERSEDED SURVEY CONTROL
 QE1721
 QE1721  NAD 83(1986)-  44 19 21.82213(N)    122 40 30.53210(W) AD(       ) 4
 QE1721  NAD 27      -  44 19 22.36000(N)    122 40 26.23500(W) AD(       ) 3
 QE1721
 QE1721.Superseded values are not recommended for survey control.
 QE1721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1721.See file dsdata.txt to determine how the superseded data were derived.
 QE1721
 QE1721_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ2590407769(NAD 83)
 QE1721
 QE1721  HISTORY     - Date     Condition        Report By
 QE1721  HISTORY     - 1953     MONUMENTED       CGS
 QE1721  HISTORY     - 1960     SEE DESCRIPTION  DMA
 QE1721
 QE1721                          STATION DESCRIPTION
 QE1721
 QE1721'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 QE1721'THE STATION IS THE COMPUTED CENTER OF THE BASE OF THE LOOKOUT
 QE1721'WHICH WAS TIED TO STATION CHIMNEY.  IT IS A 2-STORY BUILDING WITH
 QE1721'AN UNPAINTED METAL EXTERIOR SET IN CONCRETE CORNER FOUNDATIONS
 QE1721'ON THE HIGHEST POINT OF CHIMNEY ROCK.
 QE1721'
 QE1721'SEE DESCRIPTION FOR TRIANGULATION STATION CHIMNEY FOR ADDITIONAL
 QE1721'INFORMATION.
 QE1721
 QE1721                          STATION RECOVERY (1960)
 QE1721
 QE1721'RECOVERY NOTE BY DEFENSE MAP AGENCY 1960
 QE1721'STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2365 ***********************************************************************
 RD2365  DESIGNATION -  CHIN
 RD2365  PID         -  RD2365
 RD2365  STATE/COUNTY-  OR/MULTNOMAH
 RD2365  USGS QUAD   -  CAMAS (1993)
 RD2365
 RD2365                         *CURRENT SURVEY CONTROL
 RD2365  ___________________________________________________________________
 RD2365* NAD 83(1991)-  45 33 36.47547(N)    122 29 13.84566(W)     ADJUSTED  
 RD2365* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 RD2365  ___________________________________________________________________
 RD2365  LAPLACE CORR-           2.76  (seconds)                    DEFLEC99
 RD2365  GEOID HEIGHT-         -22.71  (meters)                     GEOID03
 RD2365  HORZ ORDER  -  THIRD
 RD2365
 RD2365.The horizontal coordinates were established by classical geodetic methods
 RD2365.and adjusted by the National Geodetic Survey in October 1991.
 RD2365
 RD2365.The orthometric height was scaled from a topographic map.
 RD2365
 RD2365.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2365
 RD2365.The geoid height was determined by GEOID03.
 RD2365
 RD2365;                    North         East     Units Scale Factor Converg.
 RD2365;SPC OR N     -   212,314.773 2,344,879.702   MT  0.99991789   -1 24 33.4
 RD2365;SPC OR N     -   696,570.78  7,693,174.88   iFT  0.99991789   -1 24 33.4
 RD2365;SPC WA S     -    27,163.721   344,856.393   MT  1.00007310   -1 26 36.5
 RD2365;SPC WA S     -    89,119.64  1,131,416.35   sFT  1.00007310   -1 26 36.5
 RD2365;UTM  10      - 5,045,304.921   540,022.357   MT  0.99961969   +0 21 58.1
 RD2365
 RD2365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2365!SPC OR N     -   1.00000277  x   0.99991789  =   0.99992066
 RD2365!SPC WA S     -   1.00000277  x   1.00007310  =   1.00007587
 RD2365!UTM  10      -   1.00000277  x   0.99961969  =   0.99962246
 RD2365
 RD2365|---------------------------------------------------------------------|
 RD2365| PID    Reference Object                     Distance      Geod. Az  |
 RD2365|                                                           dddmmss.s |
 RD2365| CE2407 CHIN RM 1                             8.122 METERS 00532     |
 RD2365| RD2331 CAMAS RESET                         APPROX. 4.9 KM 0510555.0 |
 RD2365| CE2408 CHIN RM 2                            12.253 METERS 10030     |
 RD2365|---------------------------------------------------------------------|
 RD2365
 RD2365                          SUPERSEDED SURVEY CONTROL
 RD2365
 RD2365  NAD 83(1986)-  45 33 36.49154(N)    122 29 13.84991(W) AD(       ) 3
 RD2365  NAD 27      -  45 33 37.06010(N)    122 29 09.51203(W) AD(       ) 3
 RD2365
 RD2365.Superseded values are not recommended for survey control.
 RD2365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2365.See file dsdata.txt to determine how the superseded data were derived.
 RD2365
 RD2365_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER4002245305(NAD 83)
 RD2365_MARKER: Z = SEE DESCRIPTION
 RD2365_SETTING: 0 = UNSPECIFIED SETTING
 RD2365
 RD2365  HISTORY     - Date     Condition        Report By
 RD2365  HISTORY     - 1938     MONUMENTED       CGS
 RD2365  HISTORY     - 1945     SEE DESCRIPTION  CGS
 RD2365  HISTORY     - 19941005 MARK NOT FOUND   USPSQD
 RD2365
 RD2365                          STATION DESCRIPTION
 RD2365
 RD2365'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (WMS)
 RD2365'ON THE S BANK OF THE COLUMBIA RIVER, IN THE VICINITY OF GOVERNMENT
 RD2365'ISLAND, AND JUST BELOW THE DOWNSTREAM END OF MC GUIRE ISLAND.  THE
 RD2365'STATION IS ON THE RIVER SIDE OF THE LEVEE PROTECTING A TRUCK GARDEN
 RD2365'AREA AND ABOUT A METER FROM THE EDGE OF THE OLD ROAD ON THE LEVEE
 RD2365'TOP.
 RD2365'
 RD2365'STATION MARK IS A STANDARD DISK SET IN CONCRETE IN 4-FOOT LENGTH OF
 RD2365'4-INCH CAST-IRON SOIL PIPE EXTENDING 6 INCHES ABOVE SURFACE OF
 RD2365'GROUND.
 RD2365'
 RD2365'REFERENCE MARKS ARE STANDARD DISKS WITH ARROWS POINTING TOWARD
 RD2365'STATION, SET IN CONCRETE IN 2 1/2-FOOT LENGTHS OF 4-INCH CAST-IRON
 RD2365'SOIL PIPE EXTENDING 4 INCHES ABOVE SURFACE.  REFERENCE MARK NO.1 IS
 RD2365'N TOWARD THE RIVER AND REFERENCE MARK NO.2 E ALONG THE DIKE EDGE FROM
 RD2365'THE STATION.
 RD2365'
 RD2365'STATION IS REACHED BY DRIVING ON COLUMBIA RIVER HIGHWAY FROM
 RD2365'PORTLAND TO NE ONE HUNDRED FIFTY-EIGHTH STREET, THENCE N 3/4 MILE TO
 RD2365'THE LEVEE AND THENCE E ALONG THE DIKE TOP ABOUT 3/4 MILE TO THE
 RD2365'STATION.  ABOUT 200 METERS E OF A FIELD ROAD RUNNING S FROM THE
 RD2365'DIKE (1938).
 RD2365
 RD2365                          STATION RECOVERY (1945)
 RD2365
 RD2365'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (RAE)
 RD2365'THE VICINITY OF THIS STATION WAS LOCATED.  A 2-MAN PARTY SEARCHED
 RD2365'FOR TWO HOURS, BUT THE STATION COULD NOT BE FOUND.  THE DESCRIPTION
 RD2365'BY W.M.S. IN 1938 IS INADEQUATE SINCE CHANGES AND IMPROVEMENTS HAVE
 RD2365'BEEN MADE ON THE DIKE.  IT IS RECOMMENDED THAT THE STATION BE
 RD2365'CONSIDERED LOST.
 RD2365
 RD2365                          STATION RECOVERY (1994)
 RD2365
 RD2365'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD2365'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA1169 ***********************************************************************
 RA1169  DESIGNATION -  CHINA CAP
 RA1169  PID         -  RA1169
 RA1169  STATE/COUNTY-  OR/UNION
 RA1169  USGS QUAD   -  CHINA CAP (1993)
 RA1169
 RA1169                         *CURRENT SURVEY CONTROL
 RA1169  ___________________________________________________________________
 RA1169* NAD 83(1991)-  45 09 21.09707(N)    117 30 36.46035(W)     ADJUSTED  
 RA1169* NAVD 88     -      2639.7    (meters)    8660.     (feet)  VERTCON   
 RA1169  ___________________________________________________________________
 RA1169  LAPLACE CORR-           9.62  (seconds)                    DEFLEC99
 RA1169  GEOID HEIGHT-         -15.92  (meters)                     GEOID03
 RA1169  HORZ ORDER  -  THIRD
 RA1169
 RA1169.The horizontal coordinates were established by classical geodetic methods
 RA1169.and adjusted by the National Geodetic Survey in October 1991.
 RA1169
 RA1169.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1169.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1169
 RA1169.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1169
 RA1169.The geoid height was determined by GEOID03.
 RA1169
 RA1169;                    North         East     Units Scale Factor Converg.
 RA1169;SPC OR N     -   169,830.409 2,735,023.515   MT  0.99989461   +2 07 13.4
 RA1169;SPC OR N     -   557,186.38  8,973,174.26   iFT  0.99989461   +2 07 13.4
 RA1169;UTM  11      - 5,000,391.303   459,903.276   MT  0.99961977   -0 21 42.1
 RA1169
 RA1169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1169!SPC OR N     -   0.99958880  x   0.99989461  =   0.99948345
 RA1169!UTM  11      -   0.99958880  x   0.99961977  =   0.99920873
 RA1169
 RA1169|---------------------------------------------------------------------|
 RA1169| PID    Reference Object                     Distance      Geod. Az  |
 RA1169|                                                           dddmmss.s |
 RA1169| CR5169 CHINA CAP RM 2                        3.685 METERS 16941     |
 RA1169| CR5168 CHINA CAP RM 1                        6.757 METERS 27300     |
 RA1169| RA1168 FANNY                               APPROX.24.2 KM 3142656.0 |
 RA1169|---------------------------------------------------------------------|
 RA1169
 RA1169                          SUPERSEDED SURVEY CONTROL
 RA1169
 RA1169  NAD 83(1986)-  45 09 21.06874(N)    117 30 36.48102(W) AD(       ) 3
 RA1169  NAD 27      -  45 09 21.52800(N)    117 30 32.75400(W) AD(       ) 3
 RA1169  NGVD 29 (09/20/87) 2638.3    (m)         8656.     (f) H LEVEL     3  
 RA1169
 RA1169.Superseded values are not recommended for survey control.
 RA1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1169.See file dsdata.txt to determine how the superseded data were derived.
 RA1169
 RA1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML5990300391(NAD 83)
 RA1169_MARKER: DS = TRIANGULATION STATION DISK
 RA1169_SETTING: 66 = SET IN ROCK OUTCROP
 RA1169_SP_SET: SET IN BEDROCK
 RA1169_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA1169+STABILITY: POSITION/ELEVATION WELL
 RA1169
 RA1169  HISTORY     - Date     Condition        Report By
 RA1169  HISTORY     - 1902     MONUMENTED       USGS
 RA1169  HISTORY     - 1933     GOOD             USFS
 RA1169  HISTORY     - 1954     GOOD             USGS
 RA1169  HISTORY     - 1964     GOOD             USGS
 RA1169
 RA1169                          STATION DESCRIPTION
 RA1169
 RA1169'DESCRIBED BY US GEOLOGICAL SURVEY 1902
 RA1169'STATION MARK--BRONZE TRIANGULATION TABLET SET IN SOLID ROCK.
 RA1169
 RA1169                          STATION RECOVERY (1933)
 RA1169
 RA1169'RECOVERY NOTE BY US FOREST SERVICE 1933
 RA1169'STATION IS ON SUMMIT OF CHINA CAP, ELEVATION 8638 FEET,
 RA1169'PROMINENT REDDISH POINT IN SW PART OF WALLOWA MOUNTAINS.  CHINA
 RA1169'CAP IS ON WATERSHED BETWEEN MINAM RIVER AND CATHERINE CREEK,
 RA1169'AND VICINITY MAY BE REACHED BY FOREST TRAILS EXTENDING FROM
 RA1169'ROADS LEADING FROM MEDICAL SPRINGS AND UNION.  THERE IS SHARP
 RA1169'RED PEAK ABOUT 1 MILE S OF CHINA CAP AND LITTLE LOWER.  SAND
 RA1169'PASS IS JUST TO SE OF LOWER PEAK, AND CHINA CAP MAY BE REACHED
 RA1169'FROM SAND PASS TRAIL.  MARKED BY U.S.G.S. BRONZE DISK IN
 RA1169'SOLID ROCK UNDER CAIRN 9 FEET HIGH.
 RA1169'
 RA1169'ABOVE DESCRIPTION FROM U.S.F.S. IN SEPTEMBER 1935.
 RA1169
 RA1169                          STATION RECOVERY (1954)
 RA1169
 RA1169'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 RA1169'NOT OCCUPIED.
 RA1169
 RA1169                          STATION RECOVERY (1964)
 RA1169
 RA1169'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 RA1169'RECOVERED IN GOOD CONDITION.
 RA1169'
 RA1169'LOCATED ON PROMINENT REDDISH POINT IN SOUTHWEST PART OF WALLOWA
 RA1169'MTNS. KNOWN AS CHINA CAP.
 RA1169'
 RA1169'REACHED BY HELICOPTER.
 RA1169'
 RA1169'STATION MARK--BRONZE TABLET STAMPED---8632---, CEMENTED IN LARGE
 RA1169'ROCK IN PLACE.
 RA1169'
 RA1169'RM 1--1-INCH DRILL HOLE IN ROCK IN PLACE.
 RA1169'
 RA1169'RM 2--1-INCH DRILL HOLE IN ROCK IN PLACE.
 RA1169'
 RA1169'NOTE--ADJUSTED POSITION OF 1955 NOT HELD BECAUSE IT WAS NOT
 RA1169'MENTIONED IN 1902 OR 1954 THAT STATION MARK WAS STAMPED---8632---.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC1028 ***********************************************************************
 QC1028  DESIGNATION -  CHINA HAT
 QC1028  PID         -  QC1028
 QC1028  STATE/COUNTY-  OR/WHEELER
 QC1028  USGS QUAD   -  KIMBERLY (1995)
 QC1028
 QC1028                         *CURRENT SURVEY CONTROL
 QC1028  ___________________________________________________________________
 QC1028* NAD 83(1991)-  44 45 43.50420(N)    119 40 44.22025(W)     ADJUSTED  
 QC1028* NAVD 88     -       965.4    (meters)    3167.     (feet)  VERTCON   
 QC1028  ___________________________________________________________________
 QC1028  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 QC1028  GEOID HEIGHT-         -19.55  (meters)                     GEOID03
 QC1028  HORZ ORDER  -  SECOND
 QC1028
 QC1028.The horizontal coordinates were established by classical geodetic methods
 QC1028.and adjusted by the National Geodetic Survey in October 1991.
 QC1028
 QC1028.The NAVD 88 height was computed by applying the VERTCON shift value to
 QC1028.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QC1028
 QC1028.The Laplace correction was computed from DEFLEC99 derived deflections.
 QC1028
 QC1028.The geoid height was determined by GEOID03.
 QC1028
 QC1028;                    North         East     Units Scale Factor Converg.
 QC1028;SPC OR N     -   122,054.919 2,564,998.195   MT  0.99991962   +0 34 56.2
 QC1028;SPC OR N     -   400,442.65  8,415,348.41   iFT  0.99991962   +0 34 56.2
 QC1028;UTM  11      - 4,960,013.060   287,985.039   MT  1.00015278   -1 53 13.6
 QC1028
 QC1028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QC1028!SPC OR N     -   0.99985172  x   0.99991962  =   0.99977135
 QC1028!UTM  11      -   0.99985172  x   1.00015278  =   1.00000447
 QC1028
 QC1028|---------------------------------------------------------------------|
 QC1028| PID    Reference Object                     Distance      Geod. Az  |
 QC1028|                                                           dddmmss.s |
 QC1028| CD7098 CHINA HAT RM 1                        5.147 METERS 11309     |
 QC1028| CD7099 CHINA HAT RM 2                        5.205 METERS 18109     |
 QC1028| CD7097 CHINA HAT AZ MK                                    2672558.0 |
 QC1028|---------------------------------------------------------------------|
 QC1028
 QC1028                          SUPERSEDED SURVEY CONTROL
 QC1028
 QC1028  NAD 83(1986)-  44 45 43.51126(N)    119 40 44.21677(W) AD(       ) 2
 QC1028  NAD 27      -  44 45 44.00000(N)    119 40 40.23000(W) AD(       ) 2
 QC1028  NGVD 29 (07/19/86)  964.3    (m)         3164.     (f) VERT ANG    3  
 QC1028
 QC1028.Superseded values are not recommended for survey control.
 QC1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC1028.See file dsdata.txt to determine how the superseded data were derived.
 QC1028
 QC1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKK8798560013(NAD 83)
 QC1028_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QC1028_SETTING: 66 = SET IN ROCK OUTCROP
 QC1028
 QC1028  HISTORY     - Date     Condition        Report By
 QC1028  HISTORY     - 1946     MONUMENTED       CGS
 QC1028
 QC1028                          STATION DESCRIPTION
 QC1028
 QC1028'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 QC1028'THE STATION IS LOCATED ABOUT 2 MILES WEST OF KIMBERLY, 3/4 MILE
 QC1028'SOUTHWEST OF THE JOHN DAY RIVER, ON THE HIGHEST POINT OF A CHINA
 QC1028'HAT SHAPED HILL.  IT IS ABOUT 1500 FEET ABOVE THE RIVER AND CAN
 QC1028'BE SEEN FROM THE HIGHWAY ALONG THE RIVER.  IT IS 10 FEET NORTH OF
 QC1028'THE MIDDLE ONE OF THREE MESQUITE BUSHES AND IS ON THE HIGHEST
 QC1028'ROCK OUTCROP ON TOP OF THE HILL.  STAMPED--CHINA HAT 1946 AND IS
 QC1028'FLUSH WITH THE GROUND.
 QC1028'
 QC1028'REFERENCE MARK NO. 1 IS EAST OF AND 4 FEET LOWER THAN THE
 QC1028'STATION.  IT IS ON THE EDGE OF A LARGE ROCK WHICH PROJECTS OUT
 QC1028'OVER THE CLIFF.  IT IS SET FLUSH AND IS STAMPED--CHINA HAT NO 1
 QC1028'1946.
 QC1028'
 QC1028'REFERENCE MARK NO. 2 IS SOUTH OF AND 1 FOOT LOWER THAN THE
 QC1028'STATION.  IT IS SET FLUSH AND IS STAMPED--CHINA HAT NO 2 1946.
 QC1028'
 QC1028'THE AZIMUTH MARK IS ON THE NORTHEAST END OF A LONG, HOGBACK
 QC1028'RIDGE.  IT IS APPROXIMATELY 100 YARDS DOWN THE RIDGE FROM THE
 QC1028'HIGHEST POINT AND IS SET IN A LAVA OUTCROP.  STAMPED--CHINA HAT
 QC1028'1946 AND PROJECTS 1 FOOT.
 QC1028'
 QC1028'TO REACH THE STATION FROM THE POST OFFICE IN SPRAY, GO SOUTH
 QC1028'FOR 0.2 MILE TO THE BRIDGE ACROSS THE JOHN DAY RIVER.  CROSS THE
 QC1028'BRIDGE AND GO 0.1 MILE TO A FORK.  TAKE THE LEFT FORK AND FOLLOW
 QC1028'THE MAIN TRAVELED ROAD FOR 3.0 MILES TO A SIDE ROAD LEFT UP THE
 QC1028'BANK, JUST BEFORE REACHING A BRIDGE.  HERE TURN LEFT AND FOLLOW
 QC1028'THE TRAIL ROAD EASTERLY FOR 1.1 MILE TO A FORK.  TAKE LEFT FORK
 QC1028'AND GO 4.4 MILES TO A WIRE GATE.  PASS THROUGH THE GATE AND
 QC1028'CONTINUE FOR 0.2 MILE TO A FORK JUST AFTER PASSING SEVERAL OLD
 QC1028'BUILDINGS.  TAKE LEFT FORK FOR 0.1 MILE TO ANOTHER FORK,
 QC1028'THENCE TAKE THE LEFT FORK ACROSS A SMALL DRAW AND GO 0.1 MILE
 QC1028'TO A FIELD.  CONTINUE STRAIGHT AHEAD ACROSS THE FIELD FOR
 QC1028'0.3 MILE AND THEN CROSS A SMALL DRAW AND GO THRU A FENCE AT AN
 QC1028'OLD GATE SITE.  FROM HERE CONTINUE EASTERLY ON AN OLD
 QC1028'ROAD FOR 0.2 MILE TO A DIM FORK.  TAKE RIGHT FORK AND FOLLOW THE
 QC1028'DIM TRAIL FOR 0.6 MILE TO AN OLD FENCE.  PASS THROUGH AN
 QC1028'OPEN GATE, TURN LEFT AND FOLLOW DOWN THE RIDGE FOR 0.6 MILE TO
 QC1028'A LOW SADDLE AND THE END OF TRUCK TRAVEL.  FROM HERE PACK UP
 QC1028'OVER THE NEXT SMALL RISE AND CONTINUE DOWN THE RIDGE 100 YARDS
 QC1028'TO THE AZIMUTH MARK AS DESCRIBED.  FROM HERE THE
 QC1028'STATION IS VISIBLE TO THE NORTHEAST.  PACK DOWN THE RIDGE TO THE
 QC1028'BOTTOM OF A LARGE CANYON AND THENCE UP THE NEXT SIDE TO THE TOP
 QC1028'OF THE RIM-ROCK AND THE STATION AS DESCRIBED.
 QC1028'
 QC1028'SUBSTITUTE STATION P.P. 106V-142A IS THE CENTER ONE OF THREE
 QC1028'SMALL MESQUITE TREES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2375 ***********************************************************************
 RC2375  DESIGNATION -  CHINIDERE
 RC2375  PID         -  RC2375
 RC2375  STATE/COUNTY-  OR/HOOD RIVER
 RC2375  USGS QUAD   -  WAHTUM LAKE (1994)
 RC2375
 RC2375                         *CURRENT SURVEY CONTROL
 RC2375  ___________________________________________________________________
 RC2375* NAD 83(1991)-  45 35 10.60950(N)    121 48 42.38557(W)     ADJUSTED  
 RC2375* NAVD 88     -      1425.7    (meters)    4677.     (feet)  VERTCON   
 RC2375  ___________________________________________________________________
 RC2375  LAPLACE CORR-           9.39  (seconds)                    DEFLEC99
 RC2375  GEOID HEIGHT-         -21.32  (meters)                     GEOID03
 RC2375  HORZ ORDER  -  FIRST
 RC2375
 RC2375.The horizontal coordinates were established by classical geodetic methods
 RC2375.and adjusted by the National Geodetic Survey in October 1991.
 RC2375
 RC2375.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC2375.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC2375
 RC2375.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2375
 RC2375.The geoid height was determined by GEOID03.
 RC2375
 RC2375;                    North         East     Units Scale Factor Converg.
 RC2375;SPC OR N     -   214,143.915 2,397,643.583   MT  0.99992111   -0 55 49.0
 RC2375;SPC OR N     -   702,571.90  7,866,284.72   iFT  0.99992111   -0 55 49.0
 RC2375;SPC WA S     -    28,966.989   397,629.061   MT  1.00006514   -0 57 10.3
 RC2375;SPC WA S     -    95,035.86  1,304,554.68   sFT  1.00006514   -0 57 10.3
 RC2375;UTM  10      - 5,048,768.667   592,690.296   MT  0.99970563   +0 50 55.7
 RC2375
 RC2375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2375!SPC OR N     -   0.99977988  x   0.99992111  =   0.99970101
 RC2375!SPC WA S     -   0.99977988  x   1.00006514  =   0.99984500
 RC2375!UTM  10      -   0.99977988  x   0.99970563  =   0.99948557
 RC2375
 RC2375:                Primary Azimuth Mark                     Grid Az
 RC2375:SPC OR N     -  LEMEI ROCK                               005 42 28.7
 RC2375:SPC WA S     -  LEMEI ROCK                               005 43 50.0
 RC2375:UTM  10      -  LEMEI ROCK                               003 55 44.0
 RC2375
 RC2375|---------------------------------------------------------------------|
 RC2375| PID    Reference Object                     Distance      Geod. Az  |
 RC2375|                                                           dddmmss.s |
 RC2375| SB1013 LEMEI ROCK                          APPROX.48.2 KM 0044639.7 |
 RC2375| SB1012 MT ADAMS NORTHWEST PEAK             APPROX.72.8 KM 0191312.2 |
 RC2375| SB1001 MT ADAMS SOUTHEAST PEAK             APPROX.72.9 KM 0195015.2 |
 RC2375| RC2042 STACKER                             APPROX.57.2 KM 0752511.9 |
 RC2375| CF4220 CHINIDERE RM 1                       14.500 METERS 15411     |
 RC2375| RC2242 MT HOOD                             APPROX.25.3 KM 1585918.7 |
 RC2375| RC2376 CHINIDERE CAIRN                       3.350 METERS 16825     |
 RC2375|---------------------------------------------------------------------|
 RC2375
 RC2375                          SUPERSEDED SURVEY CONTROL
 RC2375
 RC2375  NAD 83(1986)-  45 35 10.62463(N)    121 48 42.38695(W) AD(       ) 1
 RC2375  NAD 27      -  45 35 11.19400(N)    121 48 38.11000(W) AD(       ) 1
 RC2375  NGVD 29 (07/19/86) 1424.6    (m)         4674.     (f) VERT ANG    3  
 RC2375
 RC2375.Superseded values are not recommended for survey control.
 RC2375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2375.See file dsdata.txt to determine how the superseded data were derived.
 RC2375
 RC2375_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER9269048769(NAD 83)
 RC2375_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RC2375_SETTING: 80 = SET IN A BOULDER
 RC2375_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 RC2375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC2375+STABILITY: SURFACE MOTION
 RC2375
 RC2375  HISTORY     - Date     Condition        Report By
 RC2375  HISTORY     - 1916     MONUMENTED       CGS
 RC2375  HISTORY     - 1938     SEE DESCRIPTION  CGS
 RC2375
 RC2375                          STATION DESCRIPTION
 RC2375
 RC2375'DESCRIBED BY COAST AND GEODETIC SURVEY 1916 (CVH)
 RC2375'ON THE HIGHEST POINT OF CHINIDERE MOUNTAIN, ABOUT 10 MILES SE OF
 RC2375'CASCADE LOCKS, OREGON, 1 MILE W OF WAHTUM LAKE, AND 10-1/2 MILES
 RC2375'BY TRAIL S OF HERMAN RANGER STATION, ON THE COLUMBIA RIVER
 RC2375'HIGHWAY.  THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN
 RC2375'CONCRETE IN A DEPRESSION IN A BOULDER, AS DESCRIBED IN NOTE
 RC2375'5.  THE REFERENCE MARK IS A STANDARD BRONZE DISK SET IN CONCRETE
 RC2375'IN A BOULDER, AS DESCRIBED IN NOTE 12D, AND IS 14.50 METERS
 RC2375'(47.6 FEET) FROM THE STATION IN AZIMUTH 334 DEG 11 MIN.
 RC2375'CHINIDERE (U.S.G.S.), MARKED BY A CAIRN, IS 3.35 METERS
 RC2375'(11.0 FEET) FROM THE STATION IN AZIMUTH 348 DEG.
 RC2375
 RC2375                          STATION RECOVERY (1938)
 RC2375
 RC2375'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (WMS)
 RC2375'STATION MARK IS LOST.  A U.S.G.S. TRIANGULATION STATION MARK AND
 RC2375'1 REFERENCE MARK WERE FOUND LOOSE, IN SMALL ROCKS BROKEN FROM THE
 RC2375'BEDROCK, ON TOP OF THE MOUNTAIN APPEARING TO HAVE BEEN MOVED
 RC2375'AROUND.
 RC2375'
 RC2375'THESE MARKS WERE PRESERVED BY BUILDING SMALL CAIRNS AROUND THEM,
 RC2375'THE REFERENCE MARK BEING USED AS REFERENCE MARK NO.1 FOR
 RC2375'CHINIDERE 2.  THE NEW STATION ESTABLISHED NEARBY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2374 ***********************************************************************
 RC2374  DESIGNATION -  CHINIDERE 2
 RC2374  PID         -  RC2374
 RC2374  STATE/COUNTY-  OR/HOOD RIVER
 RC2374  USGS QUAD   -  WAHTUM LAKE (1994)
 RC2374
 RC2374                         *CURRENT SURVEY CONTROL
 RC2374  ___________________________________________________________________
 RC2374* NAD 83(1991)-  45 35 10.50782(N)    121 48 42.41795(W)     ADJUSTED  
 RC2374* NAVD 88     -      1425.6    (meters)    4677.     (feet)  VERTCON   
 RC2374  ___________________________________________________________________
 RC2374  LAPLACE CORR-           9.39  (seconds)                    DEFLEC99
 RC2374  GEOID HEIGHT-         -21.32  (meters)                     GEOID03
 RC2374  HORZ ORDER  -  SECOND
 RC2374
 RC2374.The horizontal coordinates were established by classical geodetic methods
 RC2374.and adjusted by the National Geodetic Survey in October 1991.
 RC2374
 RC2374.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC2374.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC2374
 RC2374.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2374
 RC2374.The geoid height was determined by GEOID03.
 RC2374
 RC2374;                    North         East     Units Scale Factor Converg.
 RC2374;SPC OR N     -   214,140.787 2,397,642.831   MT  0.99992111   -0 55 49.1
 RC2374;SPC OR N     -   702,561.64  7,866,282.25   iFT  0.99992111   -0 55 49.1
 RC2374;SPC WA S     -    28,963.862   397,628.307   MT  1.00006515   -0 57 10.3
 RC2374;SPC WA S     -    95,025.60  1,304,552.20   sFT  1.00006515   -0 57 10.3
 RC2374;UTM  10      - 5,048,765.519   592,689.641   MT  0.99970563   +0 50 55.7
 RC2374
 RC2374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2374!SPC OR N     -   0.99977989  x   0.99992111  =   0.99970102
 RC2374!SPC WA S     -   0.99977989  x   1.00006515  =   0.99984503
 RC2374!UTM  10      -   0.99977989  x   0.99970563  =   0.99948559
 RC2374
 RC2374|---------------------------------------------------------------------|
 RC2374| PID    Reference Object                     Distance      Geod. Az  |
 RC2374|                                                           dddmmss.s |
 RC2374| CF4222 CHINIDERE 2 RM 2                      3.133 METERS 01351     |
 RC2374| CF4221 CHINIDERE 2 AZ MK                                  0640531.2 |
 RC2374| RC2371 CHINIDERE LOH                        12.710 METERS 13816     |
 RC2374| CF4220 CHINIDERE RM 1                        5.484 METERS 29821     |
 RC2374|---------------------------------------------------------------------|
 RC2374
 RC2374                          SUPERSEDED SURVEY CONTROL
 RC2374
 RC2374  NAD 83(1986)-  45 35 10.51816(N)    121 48 42.42437(W) AD(       ) 2
 RC2374  NAD 27      -  45 35 11.09300(N)    121 48 38.15100(W) AD(       ) 2
 RC2374  NGVD 29 (07/19/86) 1424.5    (m)         4674.     (f) VERT ANG    3  
 RC2374
 RC2374.Superseded values are not recommended for survey control.
 RC2374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2374.See file dsdata.txt to determine how the superseded data were derived.
 RC2374
 RC2374_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER9269048766(NAD 83)
 RC2374_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RC2374_SETTING: 66 = SET IN ROCK OUTCROP
 RC2374
 RC2374  HISTORY     - Date     Condition        Report By
 RC2374  HISTORY     - 1938     MONUMENTED       CGS
 RC2374  HISTORY     - 1946     SEE DESCRIPTION  CGS
 RC2374
 RC2374                          STATION DESCRIPTION
 RC2374
 RC2374'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (WMS)
 RC2374'ON THE HIGHEST POINT OF CHINIDERE MOUNTAIN, ABOUT 10 MILES SE OF
 RC2374'CASCADE LOCKS, OREGON, AND 1 MILE W OF WAHTUM LAKE, AND 10 MILES
 RC2374'S OF THE COLUMBIA RIVER, UP HERMON CREEK CANYON.
 RC2374'
 RC2374'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 RC2374'IN DRILL HOLES IN OUTCROPPING BEDROCK, AS DESCRIBED IN NOTES 2
 RC2374'AND 12A.
 RC2374'
 RC2374'STATION REACHED FROM HOOD RIVER, OREGON, AS FOLLOWS--TAKE THE
 RC2374'OAK GROVE ROAD TO OAK GROVE.  THEN TAKE WAHTUM LAKE ROAD VIA
 RC2374'DITCH CABIN AND MUD LAKE FOR ABOUT 18 MILES TO POINT ABOUT A
 RC2374'MILE FROM WAHTUM LAKE AND END OF TRUCK TRAVEL.  THENCE UP
 RC2374'CHINIDERE MOUNTAIN TRAIL TO FOREST SERVICE LOOKOUT AND STATION.
 RC2374
 RC2374                          STATION RECOVERY (1946)
 RC2374
 RC2374'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (EBB)
 RC2374'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  AN
 RC2374'AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION.
 RC2374'
 RC2374'ABOUT 14 MILES SOUTHWEST OF HOOD RIVER, ABOUT 8 MILES SOUTHEAST OF
 RC2374'BONNEVILLE, ABOUT 6.5 MILES SOUTH OF THE COLUMBIA RIVER, ABOUT 1 MILE
 RC2374'NORTHWEST OF WAHTUM LAKE, 41.6 FEET NORTH OF THE FOREST SERVICE
 RC2374'LOOKOUT HOUSE AND 33.3 FEET SOUTH OF THE POINT WHERE THE RIDGE STARTS
 RC2374'TO BREAK OFF SHARPLY TO THE NORTH.  ON THE SUMMIT OF CHINIDERE
 RC2374'MOUNTAIN IN THE MOUNT HOOD NATIONAL FOREST.
 RC2374'BEST REACHED FROM HOOD RIVER BY WAY OF OAK GROVE, KINGSLEY GUARD
 RC2374'STATION AAND WAHTUM LAKE GUARD STATION.  TRAIL LEADS OFF TO THE WEST
 RC2374'ABOUT 2 MILES WEST OF THE WAHTUM LAKE GUARD STATION.  ABOUT A 1 HOUR
 RC2374'PACK WITH NO WATER ALONG THE TRAIL.
 RC2374'
 RC2374'THE STATION IS A STANDARD DISK, STAMPED CHINIDERE 2 1938, SET INTO A
 RC2374'DRILL HOLE IN BEDROCK WHICH IS FLUSH WITH THE GROUND.
 RC2374'
 RC2374'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED CHINIDERE NO 1
 RC2374'1938, SET INTO A DRILL HOLE IN BEDROCK WHICH IS FLUSH WITH THE GROUND
 RC2374'AND IS ABOUT 6 FEET LOWER THAN THE STATION.  IT IS ON THE WEST SLOPE
 RC2374'OF THE RIDGE.
 RC2374'
 RC2374'REFERENCE MARK NUMBER 2 IS A STANDARD (OLD TYPE) DISK, UNSTAMPED, SET
 RC2374'INTO A DRILL HOLE IN BEDROCK WHICH IS FLUSH WITH THE GROUND AND IS
 RC2374'LEVEL WITH THE STATION.
 RC2374'
 RC2374'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CHINIDERE 1946, SET INTO
 RC2374'A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT 2 FEET.  IT IS ABOUT
 RC2374'2 MILES EAST OF THE STATION, ABOUT 0.1 MILE EAST OF THE WAHTUM LAKE
 RC2374'GUARD STATION, 20 FEET SOUTH OF THE CENTER OF A GRADED ROAD, 20 FEET
 RC2374'EAST OF A TELEPHONE POLE AND ON THE SOUTH SIDE OF A BALD RIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2376 ***********************************************************************
 RC2376  DESIGNATION -  CHINIDERE CAIRN
 RC2376  PID         -  RC2376
 RC2376  STATE/COUNTY-  OR/HOOD RIVER
 RC2376  USGS QUAD   -  WAHTUM LAKE (1994)
 RC2376
 RC2376                         *CURRENT SURVEY CONTROL
 RC2376  ___________________________________________________________________
 RC2376* NAD 83(1991)-  45 35 10.50320(N)    121 48 42.35455(W)     ADJUSTED  
 RC2376* NAVD 88     -      1426.     (meters)    4678.     (feet)  SCALED    
 RC2376  ___________________________________________________________________
 RC2376  LAPLACE CORR-           9.38  (seconds)                    DEFLEC99
 RC2376  GEOID HEIGHT-         -21.32  (meters)                     GEOID03
 RC2376  HORZ ORDER  -  THIRD
 RC2376
 RC2376.The horizontal coordinates were established by classical geodetic methods
 RC2376.and adjusted by the National Geodetic Survey in October 1991.
 RC2376
 RC2376.The orthometric height was scaled from a topographic map.
 RC2376
 RC2376.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2376
 RC2376.The geoid height was determined by GEOID03.
 RC2376
 RC2376;                    North         East     Units Scale Factor Converg.
 RC2376;SPC OR N     -   214,140.623 2,397,644.202   MT  0.99992111   -0 55 49.0
 RC2376;SPC OR N     -   702,561.10  7,866,286.75   iFT  0.99992111   -0 55 49.0
 RC2376;SPC WA S     -    28,963.696   397,629.679   MT  1.00006515   -0 57 10.3
 RC2376;SPC WA S     -    95,025.06  1,304,556.71   sFT  1.00006515   -0 57 10.3
 RC2376;UTM  10      - 5,048,765.397   592,691.017   MT  0.99970563   +0 50 55.8
 RC2376
 RC2376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2376!SPC OR N     -   0.99977982  x   0.99992111  =   0.99970094
 RC2376!SPC WA S     -   0.99977982  x   1.00006515  =   0.99984495
 RC2376!UTM  10      -   0.99977982  x   0.99970563  =   0.99948551
 RC2376
 RC2376                          SUPERSEDED SURVEY CONTROL
 RC2376
 RC2376  NAD 83(1986)-  45 35 10.51833(N)    121 48 42.35593(W) AD(       ) 4
 RC2376  NAD 27      -  45 35 11.08800(N)    121 48 38.07900(W) AD(       ) 3
 RC2376
 RC2376.Superseded values are not recommended for survey control.
 RC2376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2376.See file dsdata.txt to determine how the superseded data were derived.
 RC2376
 RC2376_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER9269148765(NAD 83)
 RC2376
 RC2376  HISTORY     - Date     Condition        Report By
 RC2376  HISTORY     - 1916     MONUMENTED       USGS
 RC2376
 RC2376                          STATION DESCRIPTION
 RC2376
 RC2376'DESCRIBED BY US GEOLOGICAL SURVEY 1916
 RC2376'SEE STATION CHINIDERE
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2371 ***********************************************************************
 RC2371  DESIGNATION -  CHINIDERE LOH
 RC2371  PID         -  RC2371
 RC2371  STATE/COUNTY-  OR/HOOD RIVER
 RC2371  USGS QUAD   -  WAHTUM LAKE (1994)
 RC2371
 RC2371                         *CURRENT SURVEY CONTROL
 RC2371  ___________________________________________________________________
 RC2371* NAD 83(1991)-  45 35 10.20061(N)    121 48 42.02764(W)     ADJUSTED  
 RC2371* NAVD 88     -      1426.     (meters)    4678.     (feet)  SCALED    
 RC2371  ___________________________________________________________________
 RC2371  LAPLACE CORR-           9.37  (seconds)                    DEFLEC99
 RC2371  GEOID HEIGHT-         -21.32  (meters)                     GEOID03
 RC2371  HORZ ORDER  -  THIRD
 RC2371
 RC2371.The horizontal coordinates were established by classical geodetic methods
 RC2371.and adjusted by the National Geodetic Survey in October 1991.
 RC2371
 RC2371.The orthometric height was scaled from a topographic map.
 RC2371
 RC2371.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2371
 RC2371.The geoid height was determined by GEOID03.
 RC2371
 RC2371;                    North         East     Units Scale Factor Converg.
 RC2371;SPC OR N     -   214,131.168 2,397,651.136   MT  0.99992110   -0 55 48.8
 RC2371;SPC OR N     -   702,530.08  7,866,309.50   iFT  0.99992110   -0 55 48.8
 RC2371;SPC WA S     -    28,954.237   397,636.610   MT  1.00006517   -0 57 10.1
 RC2371;SPC WA S     -    94,994.03  1,304,579.44   sFT  1.00006517   -0 57 10.1
 RC2371;UTM  10      - 5,048,756.164   592,698.239   MT  0.99970565   +0 50 56.0
 RC2371
 RC2371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2371!SPC OR N     -   0.99977982  x   0.99992110  =   0.99970093
 RC2371!SPC WA S     -   0.99977982  x   1.00006517  =   0.99984497
 RC2371!UTM  10      -   0.99977982  x   0.99970565  =   0.99948553
 RC2371
 RC2371                          SUPERSEDED SURVEY CONTROL
 RC2371
 RC2371  NAD 83(1986)-  45 35 10.21096(N)    121 48 42.03405(W) AD(       ) 4
 RC2371  NAD 27      -  45 35 10.78600(N)    121 48 37.76000(W) AD(       ) 3
 RC2371
 RC2371.Superseded values are not recommended for survey control.
 RC2371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2371.See file dsdata.txt to determine how the superseded data were derived.
 RC2371
 RC2371_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER9269848756(NAD 83)
 RC2371
 RC2371  HISTORY     - Date     Condition        Report By
 RC2371  HISTORY     - 1946     MONUMENTED       CGS
 RC2371
 RC2371                          STATION DESCRIPTION
 RC2371
 RC2371'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RC2371'SEE STATION CHINIDERE 2
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1190 ***********************************************************************
 SC1190  DESIGNATION -  CHINOOK DIKE LIGHT 7
 SC1190  PID         -  SC1190
 SC1190  STATE/COUNTY-  OR/CLATSOP
 SC1190  USGS QUAD   -  CHINOOK (1984)
 SC1190
 SC1190                         *CURRENT SURVEY CONTROL
 SC1190  ___________________________________________________________________
 SC1190* NAD 83(1991)-  46 14 59.44661(N)    123 57 12.14829(W)     ADJUSTED  
 SC1190* NAVD 88     -         7.9    (meters)      26.     (feet)  VERTCON   
 SC1190  ___________________________________________________________________
 SC1190  X           -  -2,467,694.925 (meters)                     COMP
 SC1190  Y           -  -3,664,937.914 (meters)                     COMP
 SC1190  Z           -   4,584,484.158 (meters)                     COMP
 SC1190  LAPLACE CORR-          16.26  (seconds)                    DEFLEC99
 SC1190  ELLIP HEIGHT-         -15.737 (meters)          (10/15/91) ADJUSTED
 SC1190  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 SC1190  HORZ ORDER  -  THIRD
 SC1190  ELLP ORDER  -  FOURTH    CLASS I
 SC1190
 SC1190.The horizontal coordinates were established by GPS observations
 SC1190.and adjusted by the National Geodetic Survey in October 1991.
 SC1190
 SC1190.The NAVD 88 height was computed by applying the VERTCON shift value to
 SC1190.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SC1190
 SC1190.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SC1190
 SC1190.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1190
 SC1190.The ellipsoidal height was determined by GPS observations
 SC1190.and is referenced to NAD 83.
 SC1190
 SC1190.The geoid height was determined by GEOID03.
 SC1190
 SC1190;                    North         East     Units Scale Factor Converg.
 SC1190;SPC OR N     -   292,758.109 2,233,758.425   MT  1.00007317   -2 26 56.7
 SC1190;SPC OR N     -   960,492.48  7,328,603.76   iFT  1.00007317   -2 26 56.7
 SC1190;SPC WA S     -   107,698.245   233,800.091   MT  0.99993162   -2 30 30.7
 SC1190;SPC WA S     -   353,339.99    767,059.13   sFT  0.99993162   -2 30 30.7
 SC1190;UTM  10      - 5,122,249.416   426,511.121   MT  0.99966639   -0 41 19.4
 SC1190
 SC1190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1190!SPC OR N     -   1.00000247  x   1.00007317  =   1.00007564
 SC1190!SPC WA S     -   1.00000247  x   0.99993162  =   0.99993409
 SC1190!UTM  10      -   1.00000247  x   0.99966639  =   0.99966886
 SC1190
 SC1190                          SUPERSEDED SURVEY CONTROL
 SC1190
 SC1190  NAD 83(1986)-  46 14 59.45507(N)    123 57 12.11886(W) AD(       ) 3
 SC1190  NAD 27      -  46 15 00.08847(N)    123 57 07.59075(W) AD(       ) 3
 SC1190  NGVD 29 (07/16/87)    6.8    (m)           22.     (f) GPS OBS     3  
 SC1190
 SC1190.Superseded values are not recommended for survey control.
 SC1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1190.See file dsdata.txt to determine how the superseded data were derived.
 SC1190
 SC1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2651122249(NAD 83)
 SC1190_MARKER: 14 = NAVIGATION LIGHT
 SC1190_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC1190+SATELLITE: SATELLITE OBSERVATIONS - 1986
 SC1190
 SC1190  HISTORY     - Date     Condition        Report By
 SC1190  HISTORY     - 1986     FIRST OBSERVED   USCG
 SC1190
 SC1190                          STATION DESCRIPTION
 SC1190
 SC1190'DESCRIBED BY US COAST GUARD 1986 (MRM)
 SC1190'LIGHT IS LOCATED BETWEEN CHINOOK POINT AND CHINOOK, WA. IT IS
 SC1190'NUMBER 14625 IN THE CG LIGHT LIST, VOL. VI, PACIFIC COAST AND
 SC1190'PACIFIC ISLANDS, 1987.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2321 ***********************************************************************
 QE2321  DESIGNATION -  CHINQUAPIN PT LOT
 QE2321  PID         -  QE2321
 QE2321  STATE/COUNTY-  OR/LINCOLN
 QE2321  USGS QUAD   -  HARLAN (1984)
 QE2321
 QE2321                         *CURRENT SURVEY CONTROL
 QE2321  ___________________________________________________________________
 QE2321* NAD 83(1991)-  44 32 19.07933(N)    123 39 22.42022(W)     ADJUSTED  
 QE2321* NAVD 88     -       501.     (meters)    1644.     (feet)  SCALED    
 QE2321  ___________________________________________________________________
 QE2321  LAPLACE CORR-           4.25  (seconds)                    DEFLEC99
 QE2321  GEOID HEIGHT-         -22.16  (meters)                     GEOID03
 QE2321  HORZ ORDER  -  THIRD
 QE2321
 QE2321.The horizontal coordinates were established by classical geodetic methods
 QE2321.and adjusted by the National Geodetic Survey in October 1991.
 QE2321
 QE2321.The orthometric height was scaled from a topographic map.
 QE2321
 QE2321.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2321
 QE2321.The geoid height was determined by GEOID03.
 QE2321
 QE2321;                    North         East     Units Scale Factor Converg.
 QE2321;SPC OR N     -   101,794.251 2,249,227.578   MT  0.99995462   -2 14 18.1
 QE2321;SPC OR N     -   333,970.64  7,379,355.57   iFT  0.99995462   -2 14 18.1
 QE2321;UTM  10      - 4,931,909.878   447,865.804   MT  0.99963342   -0 27 37.0
 QE2321
 QE2321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2321!SPC OR N     -   0.99992492  x   0.99995462  =   0.99987955
 QE2321!UTM  10      -   0.99992492  x   0.99963342  =   0.99955837
 QE2321
 QE2321                          SUPERSEDED SURVEY CONTROL
 QE2321
 QE2321  NAD 83(1986)-  44 32 19.10923(N)    123 39 22.45386(W) AD(       ) 3
 QE2321  NAD 27      -  44 32 19.67772(N)    123 39 18.06486(W) AD(       ) 3
 QE2321
 QE2321.Superseded values are not recommended for survey control.
 QE2321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2321.See file dsdata.txt to determine how the superseded data were derived.
 QE2321
 QE2321_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ4786631910(NAD 83)
 QE2321_MARKER: Z = SEE DESCRIPTION
 QE2321_SETTING: 0 = UNSPECIFIED SETTING
 QE2321_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE2321
 QE2321  HISTORY     - Date     Condition        Report By
 QE2321  HISTORY     - 1936     MONUMENTED       USFS
 QE2321
 QE2321                          STATION DESCRIPTION
 QE2321
 QE2321'DESCRIBED BY US FOREST SERVICE 1936
 QE2321'THIS INTERSECTION STATION IS THE CENTER OF THE 30-FOOT LOOKOUT
 QE2321'TOWER ON CHINQUAPIN POINT, ABOUT 2 MILES AIRLINE E OF HARLAN.
 QE2321'
 QE2321'STATION IS MARKED BY U.S.F.S. DISK SET IN BOULDER DIRECTLY UNDER
 QE2321'CENTER OF TOWER.
 QE2321'
 QE2321'TO REACH FROM HARLAN, GO E ON UPPER BIG ELK ROAD 2.6 MILES, TURN
 QE2321'TO LEFT ON MAIN ROAD AND DRIVE UPHILL 1.6 MILES TO LOOKOUT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0677 ***********************************************************************
 RD0677  DESIGNATION -  CHIS SQ=B 103
 RD0677  PID         -  RD0677
 RD0677  STATE/COUNTY-  OR/WASHINGTON
 RD0677  USGS QUAD   -  FOREST GROVE (1992)
 RD0677
 RD0677                         *CURRENT SURVEY CONTROL
 RD0677  ___________________________________________________________________
 RD0677* NAD 83(1986)-  45 31 11.     (N)    123 03 16.     (W)     SCALED    
 RD0677* NAVD 88     -        54.433  (meters)     178.59   (feet)  ADJUSTED  
 RD0677  ___________________________________________________________________
 RD0677  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 RD0677  DYNAMIC HT  -          54.432 (meters)     178.58  (feet)  COMP
 RD0677  MODELED GRAV-     980,592.2   (mgal)                       NAVD 88
 RD0677
 RD0677  VERT ORDER  -  SECOND    CLASS 0
 RD0677
 RD0677.The horizontal coordinates were scaled from a topographic map and have
 RD0677.an estimated accuracy of +/- 6 seconds.
 RD0677
 RD0677.The orthometric height was determined by differential leveling
 RD0677.and adjusted in June 1991.
 RD0677
 RD0677.The geoid height was determined by GEOID03.
 RD0677
 RD0677.The dynamic height is computed by dividing the NAVD 88
 RD0677.geopotential number by the normal gravity value computed on the
 RD0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0677.degrees latitude (g = 980.6199 gals.).
 RD0677
 RD0677.The modeled gravity was interpolated from observed gravity values.
 RD0677
 RD0677;                    North         East    Units  Estimated Accuracy
 RD0677;SPC OR N     -   209,070.    2,300,470.      MT  (+/- 180 meters Scaled)
 RD0677
 RD0677                          SUPERSEDED SURVEY CONTROL
 RD0677
 RD0677  NGVD 29 (??/??/92)   53.371  (m)          175.10   (f) ADJ UNCH    2 0
 RD0677
 RD0677.Superseded values are not recommended for survey control.
 RD0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0677.See file dsdata.txt to determine how the superseded data were derived.
 RD0677
 RD0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR957406(NAD 83)
 RD0677_MARKER: Q = CHISELED SQUARE
 RD0677_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD0677_SP_SET: SIDEWALK
 RD0677_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0677
 RD0677  HISTORY     - Date     Condition        Report By
 RD0677  HISTORY     - UNK      MONUMENTED       USGS
 RD0677  HISTORY     - 1934     GOOD             NGS
 RD0677  HISTORY     - 19941001 MARK NOT FOUND   USPSQD
 RD0677
 RD0677                          STATION DESCRIPTION
 RD0677
 RD0677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RD0677'IN CORNELIUS.
 RD0677'ALONG THE TUALATIN HIGHWAY (FOURTH STREET) AT THE INTERSECTION WITH
 RD0677'ALDER STREET, 50 YARDS NORTH OF RAILROAD TRACK, IN THE SOUTHWEST
 RD0677'CORNER OF CONCRETE SIDEWALK.
 RD0677
 RD0677                          STATION RECOVERY (1994)
 RD0677
 RD0677'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD0677'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0391 ***********************************************************************
 NX0391  DESIGNATION -  CHIS X
 NX0391  PID         -  NX0391
 NX0391  STATE/COUNTY-  OR/HARNEY
 NX0391  USGS QUAD   -  MIRANDA FLAT (1981)
 NX0391
 NX0391                         *CURRENT SURVEY CONTROL
 NX0391  ___________________________________________________________________
 NX0391* NAD 83(1986)-  42 43 02.     (N)    118 27 05.     (W)     SCALED    
 NX0391* NAVD 88     -      1291.544  (meters)    4237.34   (feet)  ADJUSTED  
 NX0391  ___________________________________________________________________
 NX0391  GEOID HEIGHT-         -18.83  (meters)                     GEOID03
 NX0391  DYNAMIC HT  -        1290.783 (meters)    4234.84  (feet)  COMP
 NX0391  MODELED GRAV-     979,987.0   (mgal)                       NAVD 88
 NX0391
 NX0391  VERT ORDER  -  SECOND    CLASS 0
 NX0391
 NX0391.The horizontal coordinates were scaled from a topographic map and have
 NX0391.an estimated accuracy of +/- 6 seconds.
 NX0391
 NX0391.The orthometric height was determined by differential leveling
 NX0391.and adjusted in August 1995.
 NX0391
 NX0391.The geoid height was determined by GEOID03.
 NX0391
 NX0391.The dynamic height is computed by dividing the NAVD 88
 NX0391.geopotential number by the normal gravity value computed on the
 NX0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0391.degrees latitude (g = 980.6199 gals.).
 NX0391
 NX0391.The modeled gravity was interpolated from observed gravity values.
 NX0391
 NX0391;                    North         East    Units  Estimated Accuracy
 NX0391;SPC OR S     -   118,750.    1,667,780.      MT  (+/- 180 meters Scaled)
 NX0391
 NX0391                          SUPERSEDED SURVEY CONTROL
 NX0391
 NX0391.No superseded survey control is available for this station.
 NX0391
 NX0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH811304(NAD 83)
 NX0391_MARKER: X = CHISELED CROSS
 NX0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NX0391_SP_SET: CONCRETE POST
 NX0391_MARK LOGO: NONE  
 NX0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NX0391+STABILITY: SURFACE MOTION
 NX0391
 NX0391  HISTORY     - Date     Condition        Report By
 NX0391  HISTORY     - 1975     MONUMENTED       RBNF
 NX0391
 NX0391                          STATION DESCRIPTION
 NX0391
 NX0391'DESCRIBED BY RESEARCHED BUT NOT FOUND 1975
 NX0391'12.9 KM (8.00 MI) ENE FROM ALVORD RANCH.
 NX0391'23.8 MILES NORTH ALONG THE WINNEMUCCA-CRAN ROAD FROM ANDREWS, HARNEY
 NX0391'COUNTY, 8.0 MILES SOUTH OF ALBERSON STATION, AND 40 FEET WEST OF THE
 NX0391'CENTERLINE OF THE ROAD.  TOP BROKEN OFF OF CONCRETE POST.  CHISELED
 NX0391'CROSS ON HIGHEST POINT OF CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0503 ***********************************************************************
 OA0503  DESIGNATION -  CHISELED CROSS
 OA0503  PID         -  OA0503
 OA0503  STATE/COUNTY-  OR/COOS
 OA0503  USGS QUAD   -  NORTH BEND (1971)
 OA0503
 OA0503                         *CURRENT SURVEY CONTROL
 OA0503  ___________________________________________________________________
 OA0503* NAD 83(1986)-  43 24 09.     (N)    124 13 34.     (W)     SCALED    
 OA0503* NAVD 88     -        62.916  (meters)     206.42   (feet)  ADJUSTED  
 OA0503  ___________________________________________________________________
 OA0503  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 OA0503  DYNAMIC HT  -          62.907 (meters)     206.39  (feet)  COMP
 OA0503  MODELED GRAV-     980,480.7   (mgal)                       NAVD 88
 OA0503
 OA0503  VERT ORDER  -  FIRST     CLASS II
 OA0503
 OA0503.The horizontal coordinates were scaled from a topographic map and have
 OA0503.an estimated accuracy of +/- 6 seconds.
 OA0503
 OA0503.The orthometric height was determined by differential leveling
 OA0503.and adjusted in June 1991.
 OA0503
 OA0503.The geoid height was determined by GEOID03.
 OA0503
 OA0503.The dynamic height is computed by dividing the NAVD 88
 OA0503.geopotential number by the normal gravity value computed on the
 OA0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0503.degrees latitude (g = 980.6199 gals.).
 OA0503
 OA0503.The modeled gravity was interpolated from observed gravity values.
 OA0503
 OA0503;                    North         East    Units  Estimated Accuracy
 OA0503;SPC OR S     -   199,530.    1,198,290.      MT  (+/- 180 meters Scaled)
 OA0503
 OA0503                          SUPERSEDED SURVEY CONTROL
 OA0503
 OA0503  NGVD 29 (??/??/92)   61.813  (m)          202.80   (f) ADJ UNCH    1 2
 OA0503
 OA0503.Superseded values are not recommended for survey control.
 OA0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0503.See file dsdata.txt to determine how the superseded data were derived.
 OA0503
 OA0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP007062(NAD 83)
 OA0503_MARKER: X = CHISELED CROSS
 OA0503_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OA0503_SP_SET: SIDEWALK
 OA0503_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OA0503
 OA0503  HISTORY     - Date     Condition        Report By
 OA0503  HISTORY     - UNK      MONUMENTED       CGS
 OA0503  HISTORY     - 1941     GOOD             NGS
 OA0503  HISTORY     - 1987     MARK NOT FOUND   NGS
 OA0503  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 OA0503  HISTORY     - 19940630 MARK NOT FOUND   USPSQD
 OA0503  HISTORY     - 20011102 MARK NOT FOUND   USPSQD
 OA0503
 OA0503                          STATION DESCRIPTION
 OA0503
 OA0503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 OA0503'IN NORTH BEND.
 OA0503'AT NORTH BEND, COOS COUNTY, AT THE WEATHER BURAEU OFFICE AT 2264 SOUTH
 OA0503'MCPHERSON AVENUE, AND IN THE TOP OF THE END OF THE SIDEWALK LEADING TO
 OA0503'THE HOUSE.  A CHISELED CROSS.
 OA0503
 OA0503                          STATION RECOVERY (1987)
 OA0503
 OA0503'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 OA0503'MARK NOT FOUND.
 OA0503
 OA0503                          STATION RECOVERY (1988)
 OA0503
 OA0503'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 OA0503'MARK NOT FOUND.
 OA0503
 OA0503                          STATION RECOVERY (1994)
 OA0503
 OA0503'RECOVERY NOTE BY US POWER SQUADRON 1994
 OA0503'MARK NOT FOUND.
 OA0503
 OA0503                          STATION RECOVERY (2001)
 OA0503
 OA0503'RECOVERY NOTE BY US POWER SQUADRON 2001 (AES)
 OA0503'SIDEWALK HAS BEEN REPLACED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1165 ***********************************************************************
 RC1165  DESIGNATION -  CHISELED CROSS 28
 RC1165  PID         -  RC1165
 RC1165  STATE/COUNTY-  OR/WASCO
 RC1165  USGS QUAD   -  MAUPIN (1996)
 RC1165
 RC1165                         *CURRENT SURVEY CONTROL
 RC1165  ___________________________________________________________________
 RC1165* NAD 83(1986)-  45 13 40.     (N)    121 07 29.     (W)     SCALED    
 RC1165* NAVD 88     -       439.859  (meters)    1443.10   (feet)  ADJUSTED  
 RC1165  ___________________________________________________________________
 RC1165  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 RC1165  DYNAMIC HT  -         439.793 (meters)    1442.89  (feet)  COMP
 RC1165  MODELED GRAV-     980,455.1   (mgal)                       NAVD 88
 RC1165
 RC1165  VERT ORDER  -  SECOND    CLASS 0
 RC1165
 RC1165.The horizontal coordinates were scaled from a topographic map and have
 RC1165.an estimated accuracy of +/- 6 seconds.
 RC1165
 RC1165.The orthometric height was determined by differential leveling
 RC1165.and adjusted in June 1991.
 RC1165
 RC1165.The geoid height was determined by GEOID03.
 RC1165
 RC1165.The dynamic height is computed by dividing the NAVD 88
 RC1165.geopotential number by the normal gravity value computed on the
 RC1165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1165.degrees latitude (g = 980.6199 gals.).
 RC1165
 RC1165.The modeled gravity was interpolated from observed gravity values.
 RC1165
 RC1165;                    North         East    Units  Estimated Accuracy
 RC1165;SPC OR N     -   173,660.    2,450,940.      MT  (+/- 180 meters Scaled)
 RC1165
 RC1165                          SUPERSEDED SURVEY CONTROL
 RC1165
 RC1165  NGVD 29 (??/??/92)  438.83   (m)         1439.7    (f) COMPUTED    2 0
 RC1165
 RC1165.Superseded values are not recommended for survey control.
 RC1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1165.See file dsdata.txt to determine how the superseded data were derived.
 RC1165
 RC1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR472099(NAD 83)
 RC1165_MARKER: X = CHISELED CROSS
 RC1165_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RC1165_SP_SET: CULVERT
 RC1165_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC1165
 RC1165  HISTORY     - Date     Condition        Report By
 RC1165  HISTORY     - UNK      MONUMENTED       CGS
 RC1165  HISTORY     - 1934     GOOD             NGS
 RC1165
 RC1165                          STATION DESCRIPTION
 RC1165
 RC1165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RC1165'3.5 MI S FROM TYGH VALLEY.
 RC1165'3.5 MI. SOUTH ALONG MAUPIN ROAD, FROM POST OFFICE.  ALONG THE
 RC1165'DALLES-CALIFORNIA HIGHWAY.  AT MILEAGE 38.08.  ON NORTH CONCRETE
 RC1165'HEADWALL OF SMALL CULVERT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0715 ***********************************************************************
 QD0715  DESIGNATION -  CHISELED SQUARE
 QD0715  PID         -  QD0715
 QD0715  STATE/COUNTY-  OR/JEFFERSON
 QD0715  USGS QUAD   -  OPAL CITY (1992)
 QD0715
 QD0715                         *CURRENT SURVEY CONTROL
 QD0715  ___________________________________________________________________
 QD0715* NAD 83(1986)-  44 23 35.     (N)    121 11 40.     (W)     SCALED    
 QD0715* NAVD 88     -       838.002  (meters)    2749.34   (feet)  ADJUSTED  
 QD0715  ___________________________________________________________________
 QD0715  GEOID HEIGHT-         -21.16  (meters)                     GEOID03
 QD0715  DYNAMIC HT  -         837.748 (meters)    2748.51  (feet)  COMP
 QD0715  MODELED GRAV-     980,286.5   (mgal)                       NAVD 88
 QD0715
 QD0715  VERT ORDER  -  SECOND    CLASS 0
 QD0715
 QD0715.The horizontal coordinates were scaled from a topographic map and have
 QD0715.an estimated accuracy of +/- 6 seconds.
 QD0715
 QD0715.The orthometric height was determined by differential leveling
 QD0715.and adjusted in June 1991.
 QD0715
 QD0715.The geoid height was determined by GEOID03.
 QD0715
 QD0715.The dynamic height is computed by dividing the NAVD 88
 QD0715.geopotential number by the normal gravity value computed on the
 QD0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0715.degrees latitude (g = 980.6199 gals.).
 QD0715
 QD0715.The modeled gravity was interpolated from observed gravity values.
 QD0715
 QD0715;                    North         East    Units  Estimated Accuracy
 QD0715;SPC OR N     -    80,960.    2,444,670.      MT  (+/- 180 meters Scaled)
 QD0715
 QD0715                          SUPERSEDED SURVEY CONTROL
 QD0715
 QD0715  NGVD 29 (??/??/92)  836.90   (m)         2745.7    (f) COMPUTED    2 0
 QD0715
 QD0715.Superseded values are not recommended for survey control.
 QD0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0715.See file dsdata.txt to determine how the superseded data were derived.
 QD0715
 QD0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ438171(NAD 83)
 QD0715_MARKER: Q = CHISELED SQUARE
 QD0715_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QD0715_SP_SET: BRIDGE
 QD0715_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QD0715
 QD0715  HISTORY     - Date     Condition        Report By
 QD0715  HISTORY     - UNK      MONUMENTED       CGS
 QD0715  HISTORY     - 1934     GOOD             NGS
 QD0715  HISTORY     - 20020810 MARK NOT FOUND   USPSQD
 QD0715  HISTORY     - 20070610 POOR             GEOCAC
 QD0715
 QD0715                          STATION DESCRIPTION
 QD0715
 QD0715'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QD0715'3.4 MI N FROM TERREBONNE.
 QD0715'3.4 MI NORTH ALONG HIGHWAY, FROM STATION ALONG THE DALLES-CALIFORNIA
 QD0715'HIGHWAY.  ON NORTH END CROOKED RIVER BRIDGE.
 QD0715
 QD0715                          STATION RECOVERY (2002)
 QD0715
 QD0715'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 QD0715'INSUFFICENT DESCRIPTION. IF SQUARE IS ON BRIDGE DECK IT IS UNDER
 QD0715'ASPHALT.
 QD0715' 
 QD0715' 
 QD0715
 QD0715                          STATION RECOVERY (2007)
 QD0715
 QD0715'RECOVERY NOTE BY GEOCACHING 2007 (JLH)
 QD0715'N S AND W LEG OF CHISELED SQUARE PRESENT. E LEG OF ORIGINAL CHISLED
 QD0715'SQUARE MISSING DUE TO CONCRETE CHIPPING AND SEPERATION FROM NW CURBING
 QD0715'CORNER OF NOW PEDESTRIAN BRIDGE SPANING CROOKED RIVER GORGE. ACCESS
 QD0715'FROM PARKING LOT AT PETER SKENE OGDEN STATE PARK HWY 97.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1422 ***********************************************************************
 RC1422  DESIGNATION -  CHISELED SQUARE
 RC1422  PID         -  RC1422
 RC1422  STATE/COUNTY-  OR/CLACKAMAS
 RC1422  USGS QUAD   -  MOUNT HOOD SOUTH (1980)
 RC1422
 RC1422                         *CURRENT SURVEY CONTROL
 RC1422  ___________________________________________________________________
 RC1422* NAD 83(1986)-  45 17 02.     (N)    121 42 35.     (W)     SCALED    
 RC1422* NAVD 88     -      1112.86   (+/-2cm)    3651.1    (feet)  VERTCON   
 RC1422  ___________________________________________________________________
 RC1422  GEOID HEIGHT-         -20.76  (meters)                     GEOID03
 RC1422  VERT ORDER  -  ? (See Below)
 RC1422
 RC1422.The horizontal coordinates were scaled from a topographic map and have
 RC1422.an estimated accuracy of +/- 6 seconds.
 RC1422
 RC1422.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC1422.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC1422.The vertical order pertains to the NGVD 29 superseded value.
 RC1422
 RC1422.The geoid height was determined by GEOID03.
 RC1422
 RC1422;                    North         East    Units  Estimated Accuracy
 RC1422;SPC OR N     -   180,420.    2,405,100.      MT  (+/- 180 meters Scaled)
 RC1422
 RC1422                          SUPERSEDED SURVEY CONTROL
 RC1422
 RC1422  NGVD 29 (??/??/92) 1111.713  (m)         3647.35   (f) ADJ UNCH    ?  
 RC1422
 RC1422.Superseded values are not recommended for survey control.
 RC1422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1422.See file dsdata.txt to determine how the superseded data were derived.
 RC1422
 RC1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR011152(NAD 83)
 RC1422_MARKER: Q = CHISELED SQUARE
 RC1422_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RC1422_SP_SET: CULVERT
 RC1422_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC1422
 RC1422  HISTORY     - Date     Condition        Report By
 RC1422  HISTORY     - UNK      MONUMENTED       ORDT
 RC1422  HISTORY     - 1961     GOOD             NGS
 RC1422
 RC1422                          STATION DESCRIPTION
 RC1422
 RC1422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RC1422'2.7 MI SE FROM GOVERNMENT CAMP.
 RC1422'REACHED FROM THE PASS AT GOVERNMENT CAMP GO SOUTHEAST ON U.S. HIGHWAY
 RC1422'26 FOR 2.5 MILES TO THE HIGHWAY INTERSECTION WITH STATE HIGHWAY 35,
 RC1422'KEEP LEFT ON STATE HIGHWAY 35 FOR 0.2 MILE TO A CULVERT.  THIS CULVERT
 RC1422'HAS 3 METAL TUBES AND ONE HEADWALL ON EACH SIDE OF THE HIGHWAY. THE
 RC1422'CHISELED SQUARE IS ABOUT 1-FOOT EAST OF THE WEST END OF THE SOUTH
 RC1422'MASONRY HEADWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0305 ***********************************************************************
 QD0305  DESIGNATION -  CHISELED SQUARE
 QD0305  PID         -  QD0305
 QD0305  STATE/COUNTY-  OR/CROOK
 QD0305  USGS QUAD   -  STEARNS BUTTE (1988)
 QD0305
 QD0305                         *CURRENT SURVEY CONTROL
 QD0305  ___________________________________________________________________
 QD0305* NAD 83(1986)-  44 07 53.     (N)    120 49 27.     (W)     SCALED    
 QD0305* NAVD 88     -       930.603  (meters)    3053.15   (feet)  ADJUSTED  
 QD0305  ___________________________________________________________________
 QD0305  GEOID HEIGHT-         -20.41  (meters)                     GEOID03
 QD0305  DYNAMIC HT  -         930.264 (meters)    3052.04  (feet)  COMP
 QD0305  MODELED GRAV-     980,223.1   (mgal)                       NAVD 88
 QD0305
 QD0305  VERT ORDER  -  SECOND    CLASS 0
 QD0305
 QD0305.The horizontal coordinates were scaled from a topographic map and have
 QD0305.an estimated accuracy of +/- 6 seconds.
 QD0305
 QD0305.The orthometric height was determined by differential leveling
 QD0305.and adjusted in June 1991.
 QD0305
 QD0305.The geoid height was determined by GEOID03.
 QD0305
 QD0305.The dynamic height is computed by dividing the NAVD 88
 QD0305.geopotential number by the normal gravity value computed on the
 QD0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0305.degrees latitude (g = 980.6199 gals.).
 QD0305
 QD0305.The modeled gravity was interpolated from observed gravity values.
 QD0305
 QD0305;                    North         East    Units  Estimated Accuracy
 QD0305;SPC OR S     -   273,850.    1,474,060.      MT  (+/- 180 meters Scaled)
 QD0305
 QD0305                          SUPERSEDED SURVEY CONTROL
 QD0305
 QD0305  NGVD 29 (??/??/92)  929.474  (m)         3049.45   (f) ADJ UNCH    2 0
 QD0305
 QD0305.Superseded values are not recommended for survey control.
 QD0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0305.See file dsdata.txt to determine how the superseded data were derived.
 QD0305
 QD0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP740887(NAD 83)
 QD0305_MARKER: DB = BENCH MARK DISK
 QD0305_SETTING: 80 = SET IN A BOULDER
 QD0305_SP_SET: BOULDER
 QD0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0305+STABILITY: SURFACE MOTION
 QD0305
 QD0305  HISTORY     - Date     Condition        Report By
 QD0305  HISTORY     - UNK      MONUMENTED       CGS
 QD0305  HISTORY     - 1936     GOOD             NGS
 QD0305
 QD0305                          STATION DESCRIPTION
 QD0305
 QD0305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 QD0305'15.5 MI S FROM PRINEVILLE.
 QD0305'15.5 MILES SOUTH OF CROOK COUNTY COURTHOUSE AT PRINEVILLE.  300 FEET
 QD0305'WEST OF CURVE WHERE HIGHWAY GOES POINT OF BLUFF.  25 FEET NORTH OF
 QD0305'CENTERLINE OF STATE HIGHWAY 27.  8 FEET NORTH OF NORTH END OF
 QD0305'CORRUGATED IRON PIPE UNDER HIGHWAY.  ON TOP OF AN 18 INCH SQUARE
 QD0305'EMBEDDED BOULDER HAVING A VERTICAL FACE TO SOUTH.  U.S. COAST AND
 QD0305'GEODETIC SURVEY CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0895 ***********************************************************************
 RD0895  DESIGNATION -  CHISELED SQUARE 1
 RD0895  PID         -  RD0895
 RD0895  STATE/COUNTY-  OR/YAMHILL
 RD0895  USGS QUAD   -  MC MINNVILLE (1992)
 RD0895
 RD0895                         *CURRENT SURVEY CONTROL
 RD0895  ___________________________________________________________________
 RD0895* NAD 83(1986)-  45 14 34.     (N)    123 07 40.     (W)     SCALED    
 RD0895* NAVD 88     -        45.075  (meters)     147.88   (feet)  ADJUSTED  
 RD0895  ___________________________________________________________________
 RD0895  GEOID HEIGHT-         -22.22  (meters)                     GEOID03
 RD0895  DYNAMIC HT  -          45.075 (meters)     147.88  (feet)  COMP
 RD0895  MODELED GRAV-     980,630.6   (mgal)                       NAVD 88
 RD0895
 RD0895  VERT ORDER  -  SECOND    CLASS 0
 RD0895
 RD0895.The horizontal coordinates were scaled from a topographic map and have
 RD0895.an estimated accuracy of +/- 6 seconds.
 RD0895
 RD0895.The orthometric height was determined by differential leveling
 RD0895.and adjusted in June 1991.
 RD0895
 RD0895.The geoid height was determined by GEOID03.
 RD0895
 RD0895.The dynamic height is computed by dividing the NAVD 88
 RD0895.geopotential number by the normal gravity value computed on the
 RD0895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0895.degrees latitude (g = 980.6199 gals.).
 RD0895
 RD0895.The modeled gravity was interpolated from observed gravity values.
 RD0895
 RD0895;                    North         East    Units  Estimated Accuracy
 RD0895;SPC OR N     -   178,490.    2,293,740.      MT  (+/- 180 meters Scaled)
 RD0895
 RD0895                          SUPERSEDED SURVEY CONTROL
 RD0895
 RD0895  NGVD 29 (??/??/92)   44.050  (m)          144.52   (f) ADJ UNCH    2 0
 RD0895
 RD0895.Superseded values are not recommended for survey control.
 RD0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0895.See file dsdata.txt to determine how the superseded data were derived.
 RD0895
 RD0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR899099(NAD 83)
 RD0895_MARKER: Q = CHISELED SQUARE
 RD0895_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD0895_SP_SET: CULVERT
 RD0895_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0895
 RD0895  HISTORY     - Date     Condition        Report By
 RD0895  HISTORY     - UNK      MONUMENTED       SPRR
 RD0895  HISTORY     - 1934     GOOD             NGS
 RD0895
 RD0895                          STATION DESCRIPTION
 RD0895
 RD0895'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RD0895'0.6 MI W FROM LAFAYETTE.
 RD0895'0.6 MILE WEST ALONG S.P. RAILROAD, FROM STATION.  ALONG THE RIGHT OF
 RD0895'WAY OF THE SOUTHERN PACIFIC RAILROAD, ABOUT 0.15 MILE WEST OF MILE
 RD0895'POST, 26 YARDS NORTH EAST OF PRIVATE CROSSING, ON THE NORTH END OF
 RD0895'CONCRETE CULVERT NO. 738 E.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0814 ***********************************************************************
 RC0814  DESIGNATION -  CHISELED SQUARE 12
 RC0814  PID         -  RC0814
 RC0814  STATE/COUNTY-  OR/WASCO
 RC0814  USGS QUAD   -  DUFUR EAST (1987)
 RC0814
 RC0814                         *CURRENT SURVEY CONTROL
 RC0814  ___________________________________________________________________
 RC0814* NAD 83(1986)-  45 28 35.     (N)    121 07 02.     (W)     SCALED    
 RC0814* NAVD 88     -       416.358  (meters)    1366.00   (feet)  ADJUSTED  
 RC0814  ___________________________________________________________________
 RC0814  GEOID HEIGHT-         -21.24  (meters)                     GEOID03
 RC0814  DYNAMIC HT  -         416.329 (meters)    1365.91  (feet)  COMP
 RC0814  MODELED GRAV-     980,532.0   (mgal)                       NAVD 88
 RC0814
 RC0814  VERT ORDER  -  SECOND    CLASS 0
 RC0814
 RC0814.The horizontal coordinates were scaled from a topographic map and have
 RC0814.an estimated accuracy of +/- 6 seconds.
 RC0814
 RC0814.The orthometric height was determined by differential leveling
 RC0814.and adjusted in June 1991.
 RC0814
 RC0814.The geoid height was determined by GEOID03.
 RC0814
 RC0814.The dynamic height is computed by dividing the NAVD 88
 RC0814.geopotential number by the normal gravity value computed on the
 RC0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0814.degrees latitude (g = 980.6199 gals.).
 RC0814
 RC0814.The modeled gravity was interpolated from observed gravity values.
 RC0814
 RC0814;                    North         East    Units  Estimated Accuracy
 RC0814;SPC OR N     -   201,290.    2,451,740.      MT  (+/- 180 meters Scaled)
 RC0814
 RC0814                          SUPERSEDED SURVEY CONTROL
 RC0814
 RC0814  NGVD 29 (??/??/92)  415.342  (m)         1362.67   (f) ADJ UNCH    2 0
 RC0814
 RC0814.Superseded values are not recommended for survey control.
 RC0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0814.See file dsdata.txt to determine how the superseded data were derived.
 RC0814
 RC0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR471375(NAD 83)
 RC0814_MARKER: Q = CHISELED SQUARE
 RC0814_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RC0814_SP_SET: CULVERT HEADWALL
 RC0814_MARK LOGO: NONE  
 RC0814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0814+STABILITY: SURFACE MOTION
 RC0814
 RC0814  HISTORY     - Date     Condition        Report By
 RC0814  HISTORY     - UNK      MONUMENTED       CGS
 RC0814  HISTORY     - 1935     GOOD             NGS
 RC0814  HISTORY     - 1961     GOOD             NGS
 RC0814
 RC0814                          STATION DESCRIPTION
 RC0814
 RC0814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 RC0814'2.0 MI N FROM DUFUR.
 RC0814'2 MI NORTH ALONG HIGHWAY, FROM POST OFFICE ALONG THE DALLES-CALIFORNIA
 RC0814'HWY, AT MILEAGE 14.9, 500 FEET NORTH OF MILEPOST 15, ON CENTER OF EAST
 RC0814'HEADWALL OF CULVERT OPPOSITE CEMETERY.
 RC0814
 RC0814                          STATION RECOVERY (1961)
 RC0814
 RC0814'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 RC0814'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0681 ***********************************************************************
 RD0681  DESIGNATION -  CHISELED SQUARE 2
 RD0681  PID         -  RD0681
 RD0681  STATE/COUNTY-  OR/WASHINGTON
 RD0681  USGS QUAD   -  FOREST GROVE (1992)
 RD0681
 RD0681                         *CURRENT SURVEY CONTROL
 RD0681  ___________________________________________________________________
 RD0681* NAD 83(1986)-  45 31 12.     (N)    123 05 56.     (W)     SCALED    
 RD0681* NAVD 88     -        55.772  (meters)     182.98   (feet)  ADJUSTED  
 RD0681  ___________________________________________________________________
 RD0681  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 RD0681  DYNAMIC HT  -          55.771 (meters)     182.98  (feet)  COMP
 RD0681  MODELED GRAV-     980,600.6   (mgal)                       NAVD 88
 RD0681
 RD0681  VERT ORDER  -  SECOND    CLASS 0
 RD0681
 RD0681.The horizontal coordinates were scaled from a topographic map and have
 RD0681.an estimated accuracy of +/- 6 seconds.
 RD0681
 RD0681.The orthometric height was determined by differential leveling
 RD0681.and adjusted in June 1991.
 RD0681
 RD0681.The geoid height was determined by GEOID03.
 RD0681
 RD0681.The dynamic height is computed by dividing the NAVD 88
 RD0681.geopotential number by the normal gravity value computed on the
 RD0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0681.degrees latitude (g = 980.6199 gals.).
 RD0681
 RD0681.The modeled gravity was interpolated from observed gravity values.
 RD0681
 RD0681;                    North         East    Units  Estimated Accuracy
 RD0681;SPC OR N     -   209,210.    2,297,000.      MT  (+/- 180 meters Scaled)
 RD0681
 RD0681                          SUPERSEDED SURVEY CONTROL
 RD0681
 RD0681  NGVD 29 (??/??/92)   54.71   (m)          179.5    (f) COMPUTED    2 0
 RD0681
 RD0681.Superseded values are not recommended for survey control.
 RD0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0681.See file dsdata.txt to determine how the superseded data were derived.
 RD0681
 RD0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR922407(NAD 83)
 RD0681_MARKER: Q = CHISELED SQUARE
 RD0681_SETTING: 0 = UNSPECIFIED SETTING
 RD0681_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0681
 RD0681  HISTORY     - Date     Condition        Report By
 RD0681  HISTORY     - UNK      MONUMENTED       USGS
 RD0681  HISTORY     - 1934     GOOD             NGS
 RD0681  HISTORY     - 19941001 MARK NOT FOUND   USPSQD
 RD0681
 RD0681                          STATION DESCRIPTION
 RD0681
 RD0681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RD0681'IN FOREST GROVE.
 RD0681'IN THE EAST PART OF TOWN, 150 FEET NORTH OF NORTHWEST CORNER OF
 RD0681'INTERSECTION OF TUALATIN VALLEY HIGHWAY (PACIFIC AVENUE) AND SEVENTH
 RD0681'STREET, IN LINE WITH EXTENSION WESTWARD OF TUALATIN HIGHWAY, WEST LINE
 RD0681'OF SIDE WALK ON SEVENTH STREET, AT ENTRANCE TO PRIVATE DWELLING.
 RD0681
 RD0681                          STATION RECOVERY (1994)
 RD0681
 RD0681'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD0681'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0795 ***********************************************************************
 RC0795  DESIGNATION -  CHISELED SQUARE 2
 RC0795  PID         -  RC0795
 RC0795  STATE/COUNTY-  OR/WASCO
 RC0795  USGS QUAD   -  PETERSBURG (1994)
 RC0795
 RC0795                         *CURRENT SURVEY CONTROL
 RC0795  ___________________________________________________________________
 RC0795* NAD 83(1986)-  45 36 30.     (N)    121 06 02.     (W)     SCALED    
 RC0795* NAVD 88     -        99.725  (meters)     327.18   (feet)  ADJUSTED  
 RC0795  ___________________________________________________________________
 RC0795  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 RC0795  DYNAMIC HT  -          99.724 (meters)     327.18  (feet)  COMP
 RC0795  MODELED GRAV-     980,599.9   (mgal)                       NAVD 88
 RC0795
 RC0795  VERT ORDER  -  SECOND    CLASS 0
 RC0795
 RC0795.The horizontal coordinates were scaled from a topographic map and have
 RC0795.an estimated accuracy of +/- 6 seconds.
 RC0795
 RC0795.The orthometric height was determined by differential leveling
 RC0795.and adjusted in June 1991.
 RC0795
 RC0795.The geoid height was determined by GEOID03.
 RC0795
 RC0795.The dynamic height is computed by dividing the NAVD 88
 RC0795.geopotential number by the normal gravity value computed on the
 RC0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0795.degrees latitude (g = 980.6199 gals.).
 RC0795
 RC0795.The modeled gravity was interpolated from observed gravity values.
 RC0795
 RC0795;                    North         East    Units  Estimated Accuracy
 RC0795;SPC OR N     -   215,940.    2,453,160.      MT  (+/- 180 meters Scaled)
 RC0795
 RC0795                          SUPERSEDED SURVEY CONTROL
 RC0795
 RC0795  NGVD 29 (??/??/92)   98.72   (m)          323.9    (f) COMPUTED    2 0
 RC0795
 RC0795.Superseded values are not recommended for survey control.
 RC0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0795.See file dsdata.txt to determine how the superseded data were derived.
 RC0795
 RC0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR481522(NAD 83)
 RC0795_MARKER: Q = CHISELED SQUARE
 RC0795_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RC0795_SP_SET: CULVERT
 RC0795_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC0795
 RC0795  HISTORY     - Date     Condition        Report By
 RC0795  HISTORY     - UNK      MONUMENTED       ORDT
 RC0795  HISTORY     - 1934     GOOD             NGS
 RC0795  HISTORY     - 1961     MARK NOT FOUND   ORDT
 RC0795
 RC0795                          STATION DESCRIPTION
 RC0795
 RC0795'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RC0795'4.5 MI SE FROM THE DALLES.
 RC0795'4.5 MI. SOUTHEAST ALONG HIGHWAY FROM POST OFFICE. ALONG THE
 RC0795'DALLES-CALIFORNIA HIGHWAY, 400 FEET NORTH OF BYERS SERVICE STATION, AT
 RC0795'MILAGE 1.45, ON WEST HEADWALL OF CULVERT.
 RC0795
 RC0795                          STATION RECOVERY (1961)
 RC0795
 RC0795'RECOVERY NOTE BY OREGON DEPARTMENT OF TRANSPORTATION 1961
 RC0795'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0433 ***********************************************************************
 QD0433  DESIGNATION -  CHISELED SQUARE 2
 QD0433  PID         -  QD0433
 QD0433  STATE/COUNTY-  OR/WASCO
 QD0433  USGS QUAD   -  WILLOWDALE (1987)
 QD0433
 QD0433                         *CURRENT SURVEY CONTROL
 QD0433  ___________________________________________________________________
 QD0433* NAD 83(1986)-  44 49 43.     (N)    120 55 30.     (W)     SCALED    
 QD0433* NAVD 88     -       572.704  (meters)    1878.95   (feet)  ADJUSTED  
 QD0433  ___________________________________________________________________
 QD0433  GEOID HEIGHT-         -21.01  (meters)                     GEOID03
 QD0433  DYNAMIC HT  -         572.590 (meters)    1878.57  (feet)  COMP
 QD0433  MODELED GRAV-     980,399.4   (mgal)                       NAVD 88
 QD0433
 QD0433  VERT ORDER  -  FIRST     CLASS II
 QD0433
 QD0433.The horizontal coordinates were scaled from a topographic map and have
 QD0433.an estimated accuracy of +/- 6 seconds.
 QD0433
 QD0433.The orthometric height was determined by differential leveling
 QD0433.and adjusted in June 1991.
 QD0433
 QD0433.The geoid height was determined by GEOID03.
 QD0433
 QD0433.The dynamic height is computed by dividing the NAVD 88
 QD0433.geopotential number by the normal gravity value computed on the
 QD0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0433.degrees latitude (g = 980.6199 gals.).
 QD0433
 QD0433.The modeled gravity was interpolated from observed gravity values.
 QD0433
 QD0433;                    North         East    Units  Estimated Accuracy
 QD0433;SPC OR N     -   129,210.    2,466,390.      MT  (+/- 180 meters Scaled)
 QD0433
 QD0433                          SUPERSEDED SURVEY CONTROL
 QD0433
 QD0433  NGVD 29 (??/??/92)  571.632  (m)         1875.43   (f) ADJ UNCH    1 2
 QD0433
 QD0433.Superseded values are not recommended for survey control.
 QD0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0433.See file dsdata.txt to determine how the superseded data were derived.
 QD0433
 QD0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ640660(NAD 83)
 QD0433_MARKER: DD = SURVEY DISK
 QD0433_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QD0433_SP_SET: CULVERT
 QD0433_STAMPING: SQ-2 1874.924 1925
 QD0433_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0433_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QD0433+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2001
 QD0433
 QD0433  HISTORY     - Date     Condition        Report By
 QD0433  HISTORY     - 1925     MONUMENTED       ORDT
 QD0433  HISTORY     - 1936     GOOD             NGS
 QD0433  HISTORY     - 20011017 GOOD             USE
 QD0433
 QD0433                          STATION DESCRIPTION
 QD0433
 QD0433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 QD0433'1.8 MI N FROM WILLOWDALE.
 QD0433'1.8 MILES NORTH OF WILLOWDALE POST OFFICE 250 FEET SOUTH OF MILE POST
 QD0433'74.  235 FEET NORTH OF JUNCTION OF U.S. HIGHWAY 97 AND ROAD TO
 QD0433'ANTELOPE.  60 FEET WEST OF CENTER LINE ANTELOPE ROAD.  9 FEET BELOW
 QD0433'LEVEL OF U.S. HIGHWAY 97, IN TOP OF EAST CONCRETE HEADWALL OF CULVERT.
 QD0433
 QD0433                          STATION RECOVERY (2001)
 QD0433
 QD0433'RECOVERY NOTE BY US ENGINEERS 2001 (CLB)
 QD0433'HIGHWAY 97 HAS BEEN RELOCATED. THE MARK IS ON A SPUR ROAD  (PROBABLY
 QD0433'OLD 97) THAT PARALLELS NEW HIGHWAY  97 .  THE MARK IS A BRASS CAP SET
 QD0433'IN THE MIDDLE  TOP OF A CONCRETE HEADWALL  FOR AN APPROX. 18-INCH
 QD0433'CULVERT.   APPARENT OLD MILE MARKER 74 FOR  OLD  HIGHWAY 97 IS 250
 QD0433'FEET NORTH OF THE MARK. A JUNIPER TREE IS 4 FEET EASTERLY OF THE
 QD0433'POINT. 4X4 WOOD POST IS 5 FEET SOUTH OF THE POINT.
 QD0433' 
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0796 ***********************************************************************
 RC0796  DESIGNATION -  CHISELED SQUARE 3
 RC0796  PID         -  RC0796
 RC0796  STATE/COUNTY-  OR/WASCO
 RC0796  USGS QUAD   -  PETERSBURG (1994)
 RC0796
 RC0796                         *CURRENT SURVEY CONTROL
 RC0796  ___________________________________________________________________
 RC0796* NAD 83(1986)-  45 36 27.     (N)    121 05 49.     (W)     SCALED    
 RC0796* NAVD 88     -       105.999  (meters)     347.77   (feet)  ADJUSTED  
 RC0796  ___________________________________________________________________
 RC0796  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 RC0796  DYNAMIC HT  -         105.997 (meters)     347.76  (feet)  COMP
 RC0796  MODELED GRAV-     980,599.5   (mgal)                       NAVD 88
 RC0796
 RC0796  VERT ORDER  -  SECOND    CLASS 0
 RC0796
 RC0796.The horizontal coordinates were scaled from a topographic map and have
 RC0796.an estimated accuracy of +/- 6 seconds.
 RC0796
 RC0796.The orthometric height was determined by differential leveling
 RC0796.and adjusted in June 1991.
 RC0796
 RC0796.The geoid height was determined by GEOID03.
 RC0796
 RC0796.The dynamic height is computed by dividing the NAVD 88
 RC0796.geopotential number by the normal gravity value computed on the
 RC0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0796.degrees latitude (g = 980.6199 gals.).
 RC0796
 RC0796.The modeled gravity was interpolated from observed gravity values.
 RC0796
 RC0796;                    North         East    Units  Estimated Accuracy
 RC0796;SPC OR N     -   215,840.    2,453,440.      MT  (+/- 180 meters Scaled)
 RC0796
 RC0796                          SUPERSEDED SURVEY CONTROL
 RC0796
 RC0796  NGVD 29 (??/??/92)  104.99   (m)          344.5    (f) COMPUTED    2 0
 RC0796
 RC0796.Superseded values are not recommended for survey control.
 RC0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0796.See file dsdata.txt to determine how the superseded data were derived.
 RC0796
 RC0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR483522(NAD 83)
 RC0796_MARKER: Q = CHISELED SQUARE
 RC0796_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RC0796_SP_SET: CULVERT
 RC0796_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC0796
 RC0796  HISTORY     - Date     Condition        Report By
 RC0796  HISTORY     - UNK      MONUMENTED       ORDT
 RC0796  HISTORY     - 1931     GOOD             NGS
 RC0796  HISTORY     - 1961     MARK NOT FOUND   ORDT
 RC0796
 RC0796                          STATION DESCRIPTION
 RC0796
 RC0796'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 RC0796'4.7 MI SE FROM THE DALLES.
 RC0796'4.7 MI. S.E. ALONG HIGHWAY, FROM POST OFFICE.  ALONG THE
 RC0796'DALLES-CALIFORNIA HIGHWAY, 1.6 MILES SOUTH OF JUNCTION WITH COLUMBIA
 RC0796'HIGHWAY, AT MILAGE 1.65, 750 FEET SOUTH OF BYERS SERVICE STATION, ON
 RC0796'WEST CONCRETE HEADWALL OF CORRUGATED IRON CULVERT.
 RC0796
 RC0796                          STATION RECOVERY (1961)
 RC0796
 RC0796'RECOVERY NOTE BY OREGON DEPARTMENT OF TRANSPORTATION 1961
 RC0796'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1253 ***********************************************************************
 RC1253  DESIGNATION -  CHISELED SQUARE 4=1429
 RC1253  PID         -  RC1253
 RC1253  STATE/COUNTY-  OR/CLACKAMAS
 RC1253  USGS QUAD   -  RHODODENDRON (1997)
 RC1253
 RC1253                         *CURRENT SURVEY CONTROL
 RC1253  ___________________________________________________________________
 RC1253* NAD 83(1986)-  45 20 34.     (N)    121 56 27.     (W)     SCALED    
 RC1253* NAVD 88     -       436.778  (meters)    1433.00   (feet)  ADJUSTED  
 RC1253  ___________________________________________________________________
 RC1253  GEOID HEIGHT-         -21.51  (meters)                     GEOID03
 RC1253  DYNAMIC HT  -         436.722 (meters)    1432.81  (feet)  COMP
 RC1253  MODELED GRAV-     980,474.9   (mgal)                       NAVD 88
 RC1253
 RC1253  VERT ORDER  -  SECOND    CLASS 0
 RC1253
 RC1253.The horizontal coordinates were scaled from a topographic map and have
 RC1253.an estimated accuracy of +/- 6 seconds.
 RC1253
 RC1253.The orthometric height was determined by differential leveling
 RC1253.and adjusted in June 1991.
 RC1253
 RC1253.The geoid height was determined by GEOID03.
 RC1253
 RC1253.The dynamic height is computed by dividing the NAVD 88
 RC1253.geopotential number by the normal gravity value computed on the
 RC1253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1253.degrees latitude (g = 980.6199 gals.).
 RC1253
 RC1253.The modeled gravity was interpolated from observed gravity values.
 RC1253
 RC1253;                    North         East    Units  Estimated Accuracy
 RC1253;SPC OR N     -   187,260.    2,387,090.      MT  (+/- 180 meters Scaled)
 RC1253
 RC1253                          SUPERSEDED SURVEY CONTROL
 RC1253
 RC1253  NGVD 29 (??/??/92)  435.715  (m)         1429.51   (f) ADJ UNCH    2 0
 RC1253
 RC1253.Superseded values are not recommended for survey control.
 RC1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1253.See file dsdata.txt to determine how the superseded data were derived.
 RC1253
 RC1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER829215(NAD 83)
 RC1253_MARKER: Q = CHISELED SQUARE
 RC1253_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RC1253_SP_SET: CULVERT
 RC1253_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC1253
 RC1253  HISTORY     - Date     Condition        Report By
 RC1253  HISTORY     - UNK      MONUMENTED       ORDT
 RC1253  HISTORY     - 1947     GOOD             NGS
 RC1253  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 RC1253
 RC1253                          STATION DESCRIPTION
 RC1253
 RC1253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 RC1253'IN ZIGZAG.
 RC1253'AT ZIGZAG, ABOUT 100 YARDS EAST OF THE RANGER STATION OFFICE, 105 FEET
 RC1253'NORTHWEST OF THE CENTER LINE OF A GRAVEL ROAD LEADING WEST, 16 FEET
 RC1253'SOUTHWEST OF THE CENTER LINE OF STATE HIGHWAY 50, 14.7 FEET NORTHEAST
 RC1253'OF A TELEPHONE POLE, AND ON TOP OF THE SOUTHWEST CEMENT STONE MASONRY
 RC1253'HEAD WALL OF AN 18-INCH CORRUGATED METAL CULVERT.
 RC1253
 RC1253                          STATION RECOVERY (1985)
 RC1253
 RC1253'RECOVERY NOTE BY US POWER SQUADRON 1985
 RC1253'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0800 ***********************************************************************
 RC0800  DESIGNATION -  CHISELED SQUARE 5
 RC0800  PID         -  RC0800
 RC0800  STATE/COUNTY-  OR/WASCO
 RC0800  USGS QUAD   -  PETERSBURG (1994)
 RC0800
 RC0800                         *CURRENT SURVEY CONTROL
 RC0800  ___________________________________________________________________
 RC0800* NAD 83(1986)-  45 34 45.     (N)    121 03 29.     (W)     SCALED    
 RC0800* NAVD 88     -       125.879  (meters)     412.99   (feet)  ADJUSTED  
 RC0800  ___________________________________________________________________
 RC0800  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 RC0800  DYNAMIC HT  -         125.875 (meters)     412.97  (feet)  COMP
 RC0800  MODELED GRAV-     980,583.8   (mgal)                       NAVD 88
 RC0800
 RC0800  VERT ORDER  -  SECOND    CLASS 0
 RC0800
 RC0800.The horizontal coordinates were scaled from a topographic map and have
 RC0800.an estimated accuracy of +/- 6 seconds.
 RC0800
 RC0800.The orthometric height was determined by differential leveling
 RC0800.and adjusted in June 1991.
 RC0800
 RC0800.The geoid height was determined by GEOID03.
 RC0800
 RC0800.The dynamic height is computed by dividing the NAVD 88
 RC0800.geopotential number by the normal gravity value computed on the
 RC0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0800.degrees latitude (g = 980.6199 gals.).
 RC0800
 RC0800.The modeled gravity was interpolated from observed gravity values.
 RC0800
 RC0800;                    North         East    Units  Estimated Accuracy
 RC0800;SPC OR N     -   212,670.    2,456,450.      MT  (+/- 180 meters Scaled)
 RC0800
 RC0800                          SUPERSEDED SURVEY CONTROL
 RC0800
 RC0800  NGVD 29 (??/??/92)  124.88   (m)          409.7    (f) COMPUTED    2 0
 RC0800
 RC0800.Superseded values are not recommended for survey control.
 RC0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0800.See file dsdata.txt to determine how the superseded data were derived.
 RC0800
 RC0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR515491(NAD 83)
 RC0800_MARKER: Q = CHISELED SQUARE
 RC0800_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RC0800_SP_SET: CULVERT
 RC0800_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC0800
 RC0800  HISTORY     - Date     Condition        Report By
 RC0800  HISTORY     - UNK      MONUMENTED       CGS
 RC0800  HISTORY     - 1934     GOOD             NGS
 RC0800  HISTORY     - 1961     MARK NOT FOUND   NGS
 RC0800
 RC0800                          STATION DESCRIPTION
 RC0800
 RC0800'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RC0800'8.3 MI S FROM THE DALLES.
 RC0800'8.3 MI SOUTH ALONG HIGHWAY, FROM POST OFFICE.  ALONG THE
 RC0800'DALLES-CALIFORNIA HIGHWAY, AT MILEAGE 5.12, SOUTH OF ROCK BLUFF EAST
 RC0800'OF HIGHWAY, ON CENTER OF EAST HEADWALL OF CULVERT.
 RC0800
 RC0800                          STATION RECOVERY (1961)
 RC0800
 RC0800'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 RC0800'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1263 ***********************************************************************
 RC1263  DESIGNATION -  CHISELED SQUARE 5
 RC1263  PID         -  RC1263
 RC1263  STATE/COUNTY-  OR/CLACKAMAS
 RC1263  USGS QUAD   -  RHODODENDRON (1997)
 RC1263
 RC1263                         *CURRENT SURVEY CONTROL
 RC1263  ___________________________________________________________________
 RC1263* NAD 83(1986)-  45 19 24.     (N)    121 54 23.     (W)     SCALED    
 RC1263* NAVD 88     -       521.023  (meters)    1709.39   (feet)  ADJUSTED  
 RC1263  ___________________________________________________________________
 RC1263  GEOID HEIGHT-         -21.35  (meters)                     GEOID03
 RC1263  DYNAMIC HT  -         520.946 (meters)    1709.14  (feet)  COMP
 RC1263  MODELED GRAV-     980,453.0   (mgal)                       NAVD 88
 RC1263
 RC1263  VERT ORDER  -  SECOND    CLASS 0
 RC1263
 RC1263.The horizontal coordinates were scaled from a topographic map and have
 RC1263.an estimated accuracy of +/- 6 seconds.
 RC1263
 RC1263.The orthometric height was determined by differential leveling
 RC1263.and adjusted in June 1991.
 RC1263
 RC1263.The geoid height was determined by GEOID03.
 RC1263
 RC1263.The dynamic height is computed by dividing the NAVD 88
 RC1263.geopotential number by the normal gravity value computed on the
 RC1263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1263.degrees latitude (g = 980.6199 gals.).
 RC1263
 RC1263.The modeled gravity was interpolated from observed gravity values.
 RC1263
 RC1263;                    North         East    Units  Estimated Accuracy
 RC1263;SPC OR N     -   185,050.    2,389,750.      MT  (+/- 180 meters Scaled)
 RC1263
 RC1263                          SUPERSEDED SURVEY CONTROL
 RC1263
 RC1263  NGVD 29 (??/??/92)  519.951  (m)         1705.87   (f) ADJ UNCH    2 0
 RC1263
 RC1263.Superseded values are not recommended for survey control.
 RC1263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1263.See file dsdata.txt to determine how the superseded data were derived.
 RC1263
 RC1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER857194(NAD 83)
 RC1263_MARKER: DD = SURVEY DISK
 RC1263_SETTING: 80 = SET IN A BOULDER
 RC1263_SP_SET: BOULDER
 RC1263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1263+STABILITY: SURFACE MOTION
 RC1263
 RC1263  HISTORY     - Date     Condition        Report By
 RC1263  HISTORY     - UNK      MONUMENTED       USGS
 RC1263  HISTORY     - 1947     GOOD             NGS
 RC1263
 RC1263                          STATION DESCRIPTION
 RC1263
 RC1263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 RC1263'0.45 MI E FROM RHODODENDRON.
 RC1263'0.45 MILE EAST ALONG THE MOUNT HOOD LOOP HIGHWAY (OREGON 50) FROM THE
 RC1263'POST OFFICE AT RHODODENDRON, CLACKAMAS COUNTY, 37 FEET NORTHWEST OF
 RC1263'LARGE F.A.P. POST 156-B, 34.5 FEET SOUTHEAST OF A THROWING AWAY
 RC1263'BURNING MATERIAL PROHIBITED DURING CLOSED SEASON SIGN, 28.2 FEET
 RC1263'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 5.3 FEET SOUTHWEST OF A
 RC1263'WHITE WOODEN WITNESS POST, AND ON THE TOP OF A LARGE BOULDER.  A
 RC1263'CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1268 ***********************************************************************
 RC1268  DESIGNATION -  CHISELED SQUARE 6=2129
 RC1268  PID         -  RC1268
 RC1268  STATE/COUNTY-  OR/CLACKAMAS
 RC1268  USGS QUAD   -  GOVERNMENT CAMP (1980)
 RC1268
 RC1268                         *CURRENT SURVEY CONTROL
 RC1268  ___________________________________________________________________
 RC1268* NAD 83(1986)-  45 18 18.     (N)    121 52 08.     (W)     SCALED    
 RC1268* NAVD 88     -       650.126  (meters)    2132.96   (feet)  ADJUSTED  
 RC1268  ___________________________________________________________________
 RC1268  GEOID HEIGHT-         -21.20  (meters)                     GEOID03
 RC1268  DYNAMIC HT  -         650.020 (meters)    2132.61  (feet)  COMP
 RC1268  MODELED GRAV-     980,431.0   (mgal)                       NAVD 88
 RC1268
 RC1268  VERT ORDER  -  SECOND    CLASS 0
 RC1268
 RC1268.The horizontal coordinates were scaled from a topographic map and have
 RC1268.an estimated accuracy of +/- 6 seconds.
 RC1268
 RC1268.The orthometric height was determined by differential leveling
 RC1268.and adjusted in June 1991.
 RC1268
 RC1268.The geoid height was determined by GEOID03.
 RC1268
 RC1268.The dynamic height is computed by dividing the NAVD 88
 RC1268.geopotential number by the normal gravity value computed on the
 RC1268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1268.degrees latitude (g = 980.6199 gals.).
 RC1268
 RC1268.The modeled gravity was interpolated from observed gravity values.
 RC1268
 RC1268;                    North         East    Units  Estimated Accuracy
 RC1268;SPC OR N     -   182,960.    2,392,660.      MT  (+/- 180 meters Scaled)
 RC1268
 RC1268                          SUPERSEDED SURVEY CONTROL
 RC1268
 RC1268  NGVD 29 (??/??/92)  649.047  (m)         2129.41   (f) ADJ UNCH    2 0
 RC1268
 RC1268.Superseded values are not recommended for survey control.
 RC1268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1268.See file dsdata.txt to determine how the superseded data were derived.
 RC1268
 RC1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER886174(NAD 83)
 RC1268_MARKER: DD = SURVEY DISK
 RC1268_SETTING: 80 = SET IN A BOULDER
 RC1268_SP_SET: BOULDER
 RC1268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1268+STABILITY: SURFACE MOTION
 RC1268
 RC1268  HISTORY     - Date     Condition        Report By
 RC1268  HISTORY     - UNK      MONUMENTED       USGS
 RC1268  HISTORY     - 1947     GOOD             NGS
 RC1268  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 RC1268
 RC1268                          STATION DESCRIPTION
 RC1268
 RC1268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 RC1268'2.9 MI E FROM RHODODENDRON.
 RC1268'2.9 MILES EAST ALONG STATE HIGHWAY 50 FROM THE POST OFFICE AT
 RC1268'RHODODENDRON, AT THE INTERSECTION OF THE HIGHWAY AND A GRAVEL ROAD
 RC1268'LEADING SOUTH TO CAMP CREEK FOREST CAMP, 31.0 FEET SOUTH OF THE CENTER
 RC1268'LINE OF THE HIGHWAY, 37 FEET EAST OF THE CENTER LINE OF THE GRAVEL
 RC1268'ROAD, 24 FEET EAST OF THE SOUTH POST OF A LARGE CAMP CREEK FOREST CAMP
 RC1268'SIGN, AND ON THE TOP OF A LARGE BOULDER.  WITNESS POST SET 2.0 FEET
 RC1268'EAST OF THE MARK.
 RC1268
 RC1268                          STATION RECOVERY (1985)
 RC1268
 RC1268'RECOVERY NOTE BY US POWER SQUADRON 1985
 RC1268'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0806 ***********************************************************************
 RC0806  DESIGNATION -  CHISELED SQUARE 7
 RC0806  PID         -  RC0806
 RC0806  STATE/COUNTY-  OR/WASCO
 RC0806  USGS QUAD   -  PETERSBURG (1994)
 RC0806
 RC0806                         *CURRENT SURVEY CONTROL
 RC0806  ___________________________________________________________________
 RC0806* NAD 83(1986)-  45 32 00.     (N)    121 05 07.     (W)     SCALED    
 RC0806* NAVD 88     -       234.702  (meters)     770.02   (feet)  ADJUSTED  
 RC0806  ___________________________________________________________________
 RC0806  GEOID HEIGHT-         -21.35  (meters)                     GEOID03
 RC0806  DYNAMIC HT  -         234.689 (meters)     769.98  (feet)  COMP
 RC0806  MODELED GRAV-     980,555.3   (mgal)                       NAVD 88
 RC0806
 RC0806  VERT ORDER  -  SECOND    CLASS 0
 RC0806
 RC0806.The horizontal coordinates were scaled from a topographic map and have
 RC0806.an estimated accuracy of +/- 6 seconds.
 RC0806
 RC0806.The orthometric height was determined by differential leveling
 RC0806.and adjusted in June 1991.
 RC0806
 RC0806.The geoid height was determined by GEOID03.
 RC0806
 RC0806.The dynamic height is computed by dividing the NAVD 88
 RC0806.geopotential number by the normal gravity value computed on the
 RC0806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0806.degrees latitude (g = 980.6199 gals.).
 RC0806
 RC0806.The modeled gravity was interpolated from observed gravity values.
 RC0806
 RC0806;                    North         East    Units  Estimated Accuracy
 RC0806;SPC OR N     -   207,590.    2,454,290.      MT  (+/- 180 meters Scaled)
 RC0806
 RC0806                          SUPERSEDED SURVEY CONTROL
 RC0806
 RC0806  NGVD 29 (??/??/92)  233.69   (m)          766.7    (f) COMPUTED    2 0
 RC0806
 RC0806.Superseded values are not recommended for survey control.
 RC0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0806.See file dsdata.txt to determine how the superseded data were derived.
 RC0806
 RC0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR495439(NAD 83)
 RC0806_MARKER: Q = CHISELED SQUARE
 RC0806_SETTING: 0 = UNSPECIFIED SETTING
 RC0806_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC0806
 RC0806  HISTORY     - Date     Condition        Report By
 RC0806  HISTORY     - UNK      MONUMENTED       ORDT
 RC0806  HISTORY     - 1961     GOOD             NGS
 RC0806
 RC0806                          STATION DESCRIPTION
 RC0806
 RC0806'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RC0806'12.5 MI SE FROM THE DALLES.
 RC0806'REACHED FROM THE POST OFFICE AT THE DALLES GO EAST ON U.S. HIGHWAY 30
 RC0806'FOR 3.0 MILES TO A Y FORK, TAKE RIGHT ON THE OLD THE DALLES-CALIFORNIA
 RC0806'HIGHWAY, FOLLOW THIS FOR 9.5 MILES TO A CONCRETE CATTLE PASS, AND ON
 RC0806'THE SOUTHWEST CORNER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 MU0516 ***********************************************************************
 MU0516  DESIGNATION -  CHISLE SQUARE
 MU0516  PID         -  MU0516
 MU0516  STATE/COUNTY-  OR/MALHEUR
 MU0516  USGS QUAD   -  MAHOGANY SPRING (1980)
 MU0516
 MU0516                         *CURRENT SURVEY CONTROL
 MU0516  ___________________________________________________________________
 MU0516* NAD 83(1986)-  41 59 59.     (N)    117 17 32.     (W)     SCALED    
 MU0516* NAVD 88     -      1849.499  (meters)    6067.90   (feet)  POSTED    
 MU0516  ___________________________________________________________________
 MU0516  GEOID HEIGHT-         -17.83  (meters)                     GEOID03
 MU0516  DYNAMIC HT  -        1848.120 (meters)    6063.37  (feet)  COMP
 MU0516  MODELED GRAV-     979,807.9   (mgal)                       NAVD 88
 MU0516
 MU0516  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0516
 MU0516.The horizontal coordinates were scaled from a topographic map and have
 MU0516.an estimated accuracy of +/- 6 seconds.
 MU0516
 MU0516.The orthometric height was determined by differential leveling
 MU0516.and adjusted by the  in 1992.
 MU0516.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0516.rate of 0.0 thru 1.0 mm/km.
 MU0516
 MU0516.The geoid height was determined by GEOID03.
 MU0516
 MU0516.The dynamic height is computed by dividing the NAVD 88
 MU0516.geopotential number by the normal gravity value computed on the
 MU0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0516.degrees latitude (g = 980.6199 gals.).
 MU0516
 MU0516.The modeled gravity was interpolated from observed gravity values.
 MU0516
 MU0516;                    North         East    Units  Estimated Accuracy
 MU0516;SPC OR S     -    42,090.    1,765,730.      MT  (+/- 180 meters Scaled)
 MU0516
 MU0516                          SUPERSEDED SURVEY CONTROL
 MU0516
 MU0516.No superseded survey control is available for this station.
 MU0516
 MU0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG757497(NAD 83)
 MU0516_MARKER: Q = CHISELED SQUARE
 MU0516_SETTING: 66 = SET IN ROCK OUTCROP
 MU0516_SP_SET: OUTCROP + CHISELED SQUARE
 MU0516_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MU0516_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MU0516+STABILITY: POSITION/ELEVATION WELL
 MU0516_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0516+SATELLITE: SATELLITE OBSERVATIONS - 1974
 MU0516
 MU0516  HISTORY     - Date     Condition        Report By
 MU0516  HISTORY     - 1974     MONUMENTED       USGS
 MU0516
 MU0516                          STATION DESCRIPTION
 MU0516
 MU0516'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 MU0516'FROM GREELY CROSSING, NEVADA, PROCEED 22.8 MILES NORTH ALONG ROAD TO
 MU0516'CROSSROADS, THENCE 4.2 MILES NORTHEAST ALONG RIGHT FORK AND GENERALLY
 MU0516'NORTH, ABOUT 140 FEET SOUTH OF BUREAU OF LAND MANAGEMENT OREGON-NEVADA
 MU0516'STATE LINE SIGN, 82 FEET EAST AND 2 FEET HIGHER THAN THE CENTERLINE OF
 MU0516'THE ROAD, ON ROCK OUTCROP, CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1281 ***********************************************************************
 NZ1281  DESIGNATION -  CHROME
 NZ1281  PID         -  NZ1281
 NZ1281  STATE/COUNTY-  OR/JOSEPHINE
 NZ1281  USGS QUAD   -  CHROME RIDGE (1996)
 NZ1281
 NZ1281                         *CURRENT SURVEY CONTROL
 NZ1281  ___________________________________________________________________
 NZ1281* NAD 83(1991)-  42 29 35.08975(N)    123 43 08.78469(W)     ADJUSTED  
 NZ1281* NAVD 88     -      1398.7    (meters)    4589.     (feet)  VERTCON   
 NZ1281  ___________________________________________________________________
 NZ1281  LAPLACE CORR-           5.07  (seconds)                    DEFLEC99
 NZ1281  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 NZ1281  HORZ ORDER  -  SECOND
 NZ1281
 NZ1281.The horizontal coordinates were established by classical geodetic methods
 NZ1281.and adjusted by the National Geodetic Survey in October 1991.
 NZ1281
 NZ1281.The NAVD 88 height was computed by applying the VERTCON shift value to
 NZ1281.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NZ1281
 NZ1281.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ1281
 NZ1281.The geoid height was determined by GEOID03.
 NZ1281
 NZ1281;                    North         East     Units Scale Factor Converg.
 NZ1281;SPC OR S     -    96,886.558 1,235,438.216   MT  0.99996360   -2 12 08.4
 NZ1281;SPC OR S     -   317,869.28  4,053,274.99   iFT  0.99996360   -2 12 08.4
 NZ1281;UTM  10      - 4,704,775.251   440,907.118   MT  0.99964296   -0 29 08.8
 NZ1281
 NZ1281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NZ1281!SPC OR S     -   0.99978450  x   0.99996360  =   0.99974811
 NZ1281!UTM  10      -   0.99978450  x   0.99964296  =   0.99942754
 NZ1281
 NZ1281|---------------------------------------------------------------------|
 NZ1281| PID    Reference Object                     Distance      Geod. Az  |
 NZ1281|                                                           dddmmss.s |
 NZ1281| CD9212 CHROME RM 2                          15.039 METERS 02003     |
 NZ1281| NZ1310 PEAVINE LOOKOUT TOWER               APPROX.12.4 KM 0243640.8 |
 NZ1281| CD9213 CHROME RM 3                          19.175 METERS 02800     |
 NZ1281| CD9211 CHROME RM 1                           6.647 METERS 10018     |
 NZ1281| NZ1276 BALLY ONION                         APPROX. 9.5 KM 1170315.1 |
 NZ1281| NZ1279 SERPENTINE LOOKOUT TOWER            APPROX.15.0 KM 1600707.7 |
 NZ1281| NZ1287 CANYON PEAK LOOKOUT TOWER           APPROX.34.3 KM 1941702.8 |
 NZ1281| NZ1317 FISHHOOK LOOKOUT TOWER              APPROX.16.4 KM 2851257.7 |
 NZ1281| NZ1311 BEAR CAMP LOOKOUT TOWER             APPROX.18.0 KM 3291513.6 |
 NZ1281|---------------------------------------------------------------------|
 NZ1281
 NZ1281                          SUPERSEDED SURVEY CONTROL
 NZ1281
 NZ1281  NAD 83(1986)-  42 29 35.07691(N)    123 43 08.79763(W) AD(       ) 2
 NZ1281  NAD 27      -  42 29 35.67400(N)    123 43 04.53300(W) AD(       ) 2
 NZ1281  NGVD 29 (07/19/86) 1397.6    (m)         4585.     (f) VERT ANG    3  
 NZ1281
 NZ1281.Superseded values are not recommended for survey control.
 NZ1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1281.See file dsdata.txt to determine how the superseded data were derived.
 NZ1281
 NZ1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN4090704775(NAD 83)
 NZ1281_MARKER: Z = SEE DESCRIPTION
 NZ1281_SETTING: 0 = UNSPECIFIED SETTING
 NZ1281
 NZ1281  HISTORY     - Date     Condition        Report By
 NZ1281  HISTORY     - 1943     MONUMENTED       CGS
 NZ1281  HISTORY     - 1973     SEE DESCRIPTION  NGS
 NZ1281
 NZ1281                          STATION DESCRIPTION
 NZ1281
 NZ1281'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (JCS)
 NZ1281'STATION IS LOCATED 8 MILES SW OF GALICE BY AIR LINE, 20 MILES NW
 NZ1281'OF GRANTS PASS BY AIR LINE, AND IS ON THE HIGHEST POINT AT NE
 NZ1281'END OF ROCKY RIDGE SW OF THE HEADWATERS OF GALICE CREEK.  THE
 NZ1281'MOUNTAIN IS LOCALLY KNOWN AS CHROME RIDGE OR FREELAND MOUNTAIN.
 NZ1281'IT IS SPARSELY TIMBERED AND COVERED BY LARGE REDDISH ROCK OUTCROPS
 NZ1281'AND IS OCCUPIED BY A FIRE LOOKOUT GUARD DURING FIRE SEASON.  A
 NZ1281'PROPOSED TOWER MAY BE BUILT IN THE FUTURE.  STATION LIES
 NZ1281'ABOUT 0.5 MILE W OF NEW MINING ROAD.
 NZ1281'
 NZ1281'STATION MARK IS A BRONZE STATION DISK SET IN A BOULDER BURIED
 NZ1281'IN THE GROUND.  STAMPED CHROME 1943.
 NZ1281'
 NZ1281'REFERENCE MARK 1 IS E OF THE STATION.  IT IS A BRONZE REFERENCE
 NZ1281'DISK SET IN A DRILL HOLE IN ROCK OUTCROP, STAMPED CHROME NO 1 1943.
 NZ1281'
 NZ1281'REFERENCE MARK 2 IS NNE OF THE STATION.  IT IS A BRONZE
 NZ1281'REFERENCE DISK SET IN A DRILL HOLE IN ROCK OUTCROP, STAMPED
 NZ1281'CHROME NO 2 1943.
 NZ1281'
 NZ1281'NO AZIMUTH MARK WAS SET FOR THIS STATION.
 NZ1281'
 NZ1281'TO REACH FROM THE GRANTS PASS POST OFFICE, GO N ON PAVED
 NZ1281'U.S. HIGHWAY 199 FOR 5.2 MILES TO A ROAD LEFT OR W.  TURN LEFT,
 NZ1281'AS PER SIGNS GALICE MERLIN, ON GRAVELED ROAD FOR 3.2 MILES TO
 NZ1281'ROAD FORKS NEAR MERLIN.  TAKE LEFT FORK W FOR 0.5 MILE TO
 NZ1281'FORKS.  TAKE RIGHT FORK OR STRAIGHT AHEAD FOR 0.7 MILE TO A
 NZ1281'BRIDGE AND FORKS JUST ACROSS BRIDGE.  CROSS BRIDGE AND TAKE LEFT
 NZ1281'FORK AND CONTINUE ON MAIN TRAVELED GRAVELED ROAD FOR 2.3 MILES
 NZ1281'TO A ROAD LEFT AT GALICE.  TURN SHARP LEFT UP GRADE AS PER
 NZ1281'SIGNS CHROME CAMP SOLDIER CAMP GALICE CREEK AND FOLLOW WINDING
 NZ1281'MOUNTAIN ROAD UP GRADE FOR 11.9 MILES TO FORKS AT HANSON
 NZ1281'CAMP.  TAKE LEFT FORK AS PER SIGNS CHROME RIDGE 8.5
 NZ1281'CHROME CAMP 3.5 FREELAND SADDLE AND CONTINUE FOR 3.5 MILES TO
 NZ1281'THE END OF TRUCK TRAVEL AT A WIDE PARKING SPACE IN SADDLE
 NZ1281'AFTER GOING UP STEEP GRADE.  FROM END OF TRUCK TRAVEL PACK W
 NZ1281'UP A DIM TRAIL AS PER SIGN FREELAND L O FOR ABOUT 0.5 MILE TO
 NZ1281'TOP OF MOUNTAIN AND LOOKOUT AND STATION.
 NZ1281'
 NZ1281'A 4-FOOT STAND WAS USED OVER THE STATION.
 NZ1281'
 NZ1281'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 NZ1281
 NZ1281                          STATION RECOVERY (1973)
 NZ1281
 NZ1281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 NZ1281'THE STATION MARK, AND REFERENCE MARK NO. 1 WAS RECOVERED IN GOOD
 NZ1281'CONDITION.  REFERENCE MARK NO. 2 HAD BEEN DESTROYED BY SOME
 NZ1281'IRRESPONSIBLE PARTY.  REFERENCE MARK NO. 3 WAS ESTABLISHED.  A
 NZ1281'NEW AND COMPLETE DESCRIPTION FOLLOWS.
 NZ1281'
 NZ1281'THE STATION IS ON GOVERNMENT OWNED LAND.
 NZ1281'
 NZ1281'TO REACH THE STATION FROM THE MERLIN POST OFFICE GO SOUTH ON
 NZ1281'MERLIN AVENUE FOR 0.1 MILE TO THE MERLIN-GALICE HIGHWAY, TURN
 NZ1281'RIGHT, AND GO WEST FOR 8.9 MILES TO A SIDE ROAD LEFT, JUST AFTER
 NZ1281'CROSSING THE BRIDGE OVER TAYLOR CREEK, TURN LEFT, AND GO
 NZ1281'SOUTHWEST ON THE MACADAM ROAD FOR 2.0 MILES TO THE ENTRANCE TO
 NZ1281'THE SISKIYOU NATIONAL FOREST, AND THE BEGINNING OF FOREST
 NZ1281'SERVICE ROAD 355.  GO SOUTHWEST ON FOREST SERVICE ROAD 355 FOR
 NZ1281'10.0 MILES TO LONETREE PASS, AND THE JUNCTION WITH ROAD 3537,
 NZ1281'AT A SIGN, CHROME RIDGE, TURN RIGHT AS PER SIGN, AND GO WEST ON
 NZ1281'ROAD 3537 FOR 5.2 MILES TO THE JUNCTION WITH ROAD 3500 AT A
 NZ1281'CROSSROAD, AND THE END OF TRUCK TRAVEL.  PACK SOUTHWEST UP
 NZ1281'THE BRUSHY-ROCKY SLOPE TO THE REMAINS OF THE OLD LOOKOUT, AND
 NZ1281'THE STATION.  LENGTH OF PACK IS 1/2 HOUR.  THERE IS NO TRAIL
 NZ1281'TO THE SUMMIT.
 NZ1281'
 NZ1281'THE STATION MARK, STAMPED CHROME 1943, IS A STANDARD DISK
 NZ1281'CEMENTED IN A BOULDER THAT PROJECTS 2 INCHES, 25 FEET SOUTHWEST
 NZ1281'OF THE SOUTHWEST CORNER OF THE REMAINS OF THE OLD LOOKOUT, AND
 NZ1281'UNDER A ROCK CAIRN.  (NOTE 4)
 NZ1281'
 NZ1281'REFERENCE MARK NO. 1, STAMPED CHROME NO 1 1943, IS A STANDARD
 NZ1281'DISK CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS 18-INCHES,
 NZ1281'14 FEET SOUTH OF THE SOUTHEAST CORNER OF THE LOOKOUT, AND 1 FOOT
 NZ1281'WEST OF A ROCK CAIRN.  (NOTE 12A)
 NZ1281'
 NZ1281'REFERENCE MARK NO. 3, STAMPED CHROME 1943 NO 3 1973, IS A
 NZ1281'STANDARD DISK CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS
 NZ1281'2-FEET, 32 FEET NORTH OF THE NORTHWEST CORNER OF THE LOOKOUT,
 NZ1281'AND 1 FOOT WEST OF A ROCK CAIRN.  (NOTE 12A)
 NZ1281'
 NZ1281'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NZ1281'22 MILES SOUTHWEST OF MERLIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC1102 ***********************************************************************
 PC1102  DESIGNATION -  CHUCKSNEY
 PC1102  PID         -  PC1102
 PC1102  STATE/COUNTY-  OR/LANE
 PC1102  USGS QUAD   -  CHUCKSNEY MOUNTAIN (1997)
 PC1102
 PC1102                         *CURRENT SURVEY CONTROL
 PC1102  ___________________________________________________________________
 PC1102* NAD 83(1991)-  43 55 37.56450(N)    122 06 57.97468(W)     ADJUSTED  
 PC1102* NAVD 88     -      1756.7    (meters)    5763.     (feet)  VERTCON   
 PC1102  ___________________________________________________________________
 PC1102  LAPLACE CORR-           8.08  (seconds)                    DEFLEC99
 PC1102  GEOID HEIGHT-         -21.66  (meters)                     GEOID03
 PC1102  HORZ ORDER  -  THIRD
 PC1102
 PC1102.The horizontal coordinates were established by classical geodetic methods
 PC1102.and adjusted by the National Geodetic Survey in October 1991.
 PC1102
 PC1102.The NAVD 88 height was computed by applying the VERTCON shift value to
 PC1102.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PC1102
 PC1102.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC1102
 PC1102.The geoid height was determined by GEOID03.
 PC1102
 PC1102;                    North         East     Units Scale Factor Converg.
 PC1102;SPC OR S     -   252,356.007 1,370,230.194   MT  0.99998229   -1 06 20.4
 PC1102;SPC OR S     -   827,939.66  4,495,505.89   iFT  0.99998229   -1 06 20.4
 PC1102;UTM  10      - 4,864,155.881   570,952.390   MT  0.99966192   +0 36 47.6
 PC1102
 PC1102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC1102!SPC OR S     -   0.99972801  x   0.99998229  =   0.99971030
 PC1102!UTM  10      -   0.99972801  x   0.99966192  =   0.99939002
 PC1102
 PC1102|---------------------------------------------------------------------|
 PC1102| PID    Reference Object                     Distance      Geod. Az  |
 PC1102|                                                           dddmmss.s |
 PC1102| CS4153 CHUCKSNEY RM 1                        4.191 METERS 06200     |
 PC1102| CS4154 CHUCKSNEY RM 2                        3.374 METERS 16900     |
 PC1102| CS4152 CHUCKSNEY RM 3                        3.953 METERS 35500     |
 PC1102|---------------------------------------------------------------------|
 PC1102
 PC1102                          SUPERSEDED SURVEY CONTROL
 PC1102
 PC1102  NAD 83(1986)-  43 55 37.57233(N)    122 06 57.98932(W) AD(       ) 3
 PC1102  NGVD 29 (04/26/90) 1755.5    (m)         5760.     (f) VERT ANG    3  
 PC1102
 PC1102.Superseded values are not recommended for survey control.
 PC1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC1102.See file dsdata.txt to determine how the superseded data were derived.
 PC1102
 PC1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP7095264156(NAD 83)
 PC1102_MARKER: DS = TRIANGULATION STATION DISK
 PC1102_SETTING: 66 = SET IN ROCK OUTCROP
 PC1102_SP_SET: SET IN BEDROCK
 PC1102_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PC1102+STABILITY: POSITION/ELEVATION WELL
 PC1102
 PC1102  HISTORY     - Date     Condition        Report By
 PC1102  HISTORY     - 1916     MONUMENTED       USGS
 PC1102  HISTORY     - 1955     GOOD             USGS
 PC1102
 PC1102                          STATION DESCRIPTION
 PC1102
 PC1102'DESCRIBED BY US GEOLOGICAL SURVEY 1916
 PC1102'LOCATED ON NORTH END OF NORTH MAIN PEAK OF CHUCKSNEY MTN.
 PC1102'
 PC1102'TO REACH GO ALONG RD. TO SOUTH FORK BRIDGE, GO ALONG RD. DOWN
 PC1102'LEFT BANK OF MCKENZIE RIVER AND UP SOUTH FORK OF SAME, GO 20.5 MI
 PC1102'ALONG TRAIL UP SOUTH FORK TO FRIZZELLS CROSSING, GO 5.5 MI ALONG
 PC1102'TRAIL TO BOX CANYON RANGER STATION, GO 2.5 MI ALONG TRAIL TO TOP
 PC1102'OF CHUCKSNEY MTN., GO 1.25 MI N. ALONG RIDGE TO STATION.  IT MAY
 PC1102'ALSO BE REACHED FROM OAKRIDGE BY RD. AND TRAIL TO BOX CANYON
 PC1102'RANGER STATION 32 MI.
 PC1102'
 PC1102'STATION MARK--STANDARD BRONZE TABLET, STAMPING UNKNOWN, CEMENTED
 PC1102'IN SOLID ROCK.
 PC1102'
 PC1102'RM 1--CHISELED CROSS IN LARGE BOULDER.
 PC1102'
 PC1102'RM 2--CHISELED CROSS IN LARGE BOULDER.
 PC1102'
 PC1102'RM 3--CHISELED CROSS IN BEDROCK.
 PC1102
 PC1102                          STATION RECOVERY (1955)
 PC1102
 PC1102'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 PC1102'RECOVERED AS DESCRIBED BY USGS EXCEPT THAT IT IS NOW POSSIBLE TO
 PC1102'DRIVE VEHICLE TO BOX CANYON GUARD STATION.  TOP ON WHICH STATION
 PC1102'IS LOCATED IS HEAVILY TIMBERED LIMITING USE OF STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC2195 ***********************************************************************
 SC2195  DESIGNATION -  CHUMMY
 SC2195  PID         -  SC2195
 SC2195  STATE/COUNTY-  OR/CLATSOP
 SC2195  USGS QUAD   -  WARRENTON (1996)
 SC2195
 SC2195                         *CURRENT SURVEY CONTROL
 SC2195  ___________________________________________________________________
 SC2195* NAD 83(1991)-  46 12 14.91722(N)    123 59 34.76945(W)     ADJUSTED  
 SC2195* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 SC2195  ___________________________________________________________________
 SC2195  LAPLACE CORR-          14.52  (seconds)                    DEFLEC99
 SC2195  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 SC2195  HORZ ORDER  -  THIRD
 SC2195
 SC2195.The horizontal coordinates were established by classical geodetic methods
 SC2195.and adjusted by the National Geodetic Survey in October 1991.
 SC2195
 SC2195.The orthometric height was scaled from a topographic map.
 SC2195
 SC2195.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2195
 SC2195.The geoid height was determined by GEOID03.
 SC2195
 SC2195;                    North         East     Units Scale Factor Converg.
 SC2195;SPC OR N     -   287,813.719 2,230,486.420   MT  1.00005834   -2 28 37.9
 SC2195;SPC OR N     -   944,270.73  7,317,868.83   iFT  1.00005834   -2 28 37.9
 SC2195;SPC WA S     -   102,757.921   230,523.361   MT  0.99993658   -2 32 14.3
 SC2195;SPC WA S     -   337,131.61    756,308.73   sFT  0.99993658   -2 32 14.3
 SC2195;UTM  10      - 5,117,208.844   423,393.786   MT  0.99967214   -0 43 00.4
 SC2195
 SC2195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2195!SPC OR N     -   1.00000329  x   1.00005834  =   1.00006163
 SC2195!SPC WA S     -   1.00000329  x   0.99993658  =   0.99993987
 SC2195!UTM  10      -   1.00000329  x   0.99967214  =   0.99967543
 SC2195
 SC2195|---------------------------------------------------------------------|
 SC2195| PID    Reference Object                     Distance      Geod. Az  |
 SC2195|                                                           dddmmss.s |
 SC2195| CE3005 CHUMMY RM 1                          16.930 METERS 03511     |
 SC2195| CE3007 CHUMMY RM 3                          15.050 METERS 13122     |
 SC2195| CE3006 CHUMMY RM 2                          12.953 METERS 18808     |
 SC2195| SD0657 CLATSOP SPIT COAST GUARD LOT        APPROX. 2.9 KM 3273142.8 |
 SC2195|---------------------------------------------------------------------|
 SC2195
 SC2195                          SUPERSEDED SURVEY CONTROL
 SC2195
 SC2195  NAD 83(1986)-  46 12 14.92676(N)    123 59 34.74395(W) AD(       ) 3
 SC2195  NAD 27      -  46 12 15.56184(N)    123 59 30.21149(W) AD(       ) 3
 SC2195
 SC2195.Superseded values are not recommended for survey control.
 SC2195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2195.See file dsdata.txt to determine how the superseded data were derived.
 SC2195
 SC2195_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2339417209(NAD 83)
 SC2195_MARKER: Z = SEE DESCRIPTION
 SC2195_SETTING: 0 = UNSPECIFIED SETTING
 SC2195
 SC2195  HISTORY     - Date     Condition        Report By
 SC2195  HISTORY     - 1956     MONUMENTED       CGS
 SC2195  HISTORY     - 1968     SEE DESCRIPTION  CGS
 SC2195  HISTORY     - 1971     SEE DESCRIPTION  NGS
 SC2195  HISTORY     - 1984     GOOD             USPSQD
 SC2195
 SC2195                          STATION DESCRIPTION
 SC2195
 SC2195'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (FN)
 SC2195'THE STATION IS LOCATED ON CLATSOP SPIT ABOUT 1.5 MILES
 SC2195'WEST-NORTHWEST OF HAMMOND, ABOUT 800 FEET EAST-NORTHEAST OF AN
 SC2195'OLD HYDRO SIGNAL, ABOUT 300 FEET NORTHWEST OF A SHARP BEND IN THE
 SC2195'ROAD AND ABOUT 15 FEET EAST OF THE CENTERLINE OF THE ROAD.
 SC2195'STATION IS A 1 INCH IRON PIPE PROJECTING ABOUT 2 INCHES ABOVE THE
 SC2195'CENTER OF A 12X12 FOOT CONCRETE BASE FOR A DREDGING RANGE.  AN
 SC2195'8X8 FOOT STEEL RANGE TOWER ABOUT 30 FEET HIGH IS ERECTED OVER
 SC2195'THE STATION.
 SC2195'
 SC2195'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE DISK STAMPED CHUMMY
 SC2195'NO 1 1956 SET IN THE TOP OF AN 8X8 INCH CONCRETE MONUMENT PROJECTING
 SC2195'ABOUT 6 INCHES.  IT IS ABOUT 50 FEET EAST OF THE CENTERLINE OF
 SC2195'THE ROAD, NORTHEAST OF AND ABOUT 2 FEET LOWER THAN THE STATION.
 SC2195'
 SC2195'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE DISK STAMPED CHUMMY
 SC2195'NO 2 1956 SET IN THE TOP OF AN 8X8 INCH CONCRETE MONUMENT PROJECTING
 SC2195'ABOUT 6 INCHES.  IT IS 12 FEET WEST OF THE CENTERLINE OF THE ROAD
 SC2195'ON THE CREST OF A SMALL SAND DUNE, SOUTH OF AND ABOUT 2 FEET
 SC2195'HIGHER THAN THE STATION.
 SC2195'
 SC2195'TO REACH THE STATION FROM THE POST OFFICE AT HAMMOND GO WEST 0.4
 SC2195'MILE TO THE OLD ENTRANCE TO FORT STEVENS, CONTINUE NORTHWESTERLY
 SC2195'FOR 0.3 MILE TO AN INTERSECTION AT THE NORTH END OF THE OLD
 SC2195'PARADE GROUNDS, TURN LEFT AND GO SOUTH 0.6 MILE TO A FORK, TAKE
 SC2195'THE RIGHT FORK WESTERLY FOR 0.5 MILE TO A T-ROAD SOUTH, CONTINUE
 SC2195'WESTERLY 0.1 MILE TO A FORK, TAKE THE RIGHT FORK NORTH 0.6 MILE
 SC2195'TO A T-ROAD WEST, TURN LEFT AND FOLLOW THE MAIN TRAVELED ROAD
 SC2195'WEST 0.6 MILE TO A FORK, TAKE THE LEFT FORK WEST 0.2 MILE TO
 SC2195'WHERE THE ROAD MAKES A SHARP BEND TO THE NORTHWEST, CONTINUE
 SC2195'NORTHWEST ABOUT 0.1 MILE TO WHERE THE ROAD MAKES A SHARP
 SC2195'BEND TO THE WEST, CONTINUE WEST ABOUT 500 FEET TO WHERE THE
 SC2195'ROAD MAKES A SHARP BEND TO THE NORTHWEST, CONTINUE NORTHWEST
 SC2195'ABOUT 300 FEET TO THE STATION ON THE RIGHT.
 SC2195
 SC2195                          STATION RECOVERY (1968)
 SC2195
 SC2195'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (NET)
 SC2195'THE STATION MARK AND REFERENCE MARK NO.1 WERE RECOVERED IN GOOD
 SC2195'CONDITION.  REFERENCE MARK NO. 2 WAS FOUND DESTROYED.  REFERENCE
 SC2195'MARK NO. 3 WAS ESTABLISHED.  A NEW AND COMPLETE DESCRIPTION
 SC2195'FOLLOWS.
 SC2195'
 SC2195'THE STATION IS 1-1/2 MILES WEST-NORTHWEST OF HAMMOND ON CLATSOP
 SC2195'SPIT.
 SC2195'
 SC2195'TO REACH THE STATION FROM THE HAMMOND POST OFFICE GO SOUTHWEST
 SC2195'AND WEST ON PACIFIC AVENUE FOR 0.7 MILE TO THE HAMMOND PUBLIC
 SC2195'SCHOOL, TURN LEFT AND GO SOUTH ON THE MACADAM ROAD FOR 0.5 MILE
 SC2195'TO A SIDE ROAD RIGHT, AT THE SOUTHWEST CORNER OF FORT STEVENS
 SC2195'U.S. ARMY CEMETERY, TURN RIGHT AND GO WEST ON THE MACADAM ROAD
 SC2195'FOR 0.6 MILE TO A T INTERSECTION, TURN RIGHT AND GO NORTH AND
 SC2195'NORTHWEST ON THE MACADAM ROAD FOR 2.55 MILES TO THE DREDGING
 SC2195'RANGE AND THE STATION ON THE RIGHT.
 SC2195'
 SC2195'THE STATION MARK, IS A NAIL IN A WOODEN PLUG THAT IS DRIVEN IN
 SC2195'A 1-INCH PIPE THAT PROJECTS 2 INCHES AND IS SET IN THE CONCRETE
 SC2195'12 BY 12 FOOT BASE OF THE DREDGING TOWER.  IT IS 50 FEET NORTHWEST
 SC2195'OF THE METAL WITNESS POST, 16 FEET EAST OF THE CENTER OF THE
 SC2195'MACADAM ROAD AND UNDER THE 7 BY 7 FOOT CORP OF ENGINEERS STEEL
 SC2195'DREDGING TOWER.
 SC2195'
 SC2195'REFERENCE MARK NO. 1, STAMPED CHUMMY NO 1 1956, IS A STANDARD
 SC2195'DISK SET IN AN 8-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3
 SC2195'INCHES, 79 FEET NORTH-NORTHEAST OF THE WITNESS POST, 66 FEET
 SC2195'EAST OF THE CENTER OF THE ROAD AND 16 FEET SOUTHWEST OF THE DEAD
 SC2195'MAN ANCHOR FOR THE DREDGING RANGE.  (NOTE 11A)
 SC2195'
 SC2195'REFERENCE MARK NO. 3, STAMPED CHUMMY 1956 NO 3 1968, IS A
 SC2195'STANDARD DISK SET IN AN 8-INCH SQUARE CONCRETE MONUMENT THAT
 SC2195'PROJECTS 1 INCH, 32 FEET EAST OF THE CENTER OF THE ROAD, 18 FEET
 SC2195'SOUTHWEST OF THE DEAD MAN ANCHOR FOR THE DREDGING RANGE AND 1
 SC2195'FOOT WEST OF A METAL WITNESS POST.  (NOTE 11A)
 SC2195'
 SC2195'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 3 IS 78.23 FEET.
 SC2195
 SC2195                          STATION RECOVERY (1971)
 SC2195
 SC2195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 SC2195'THE STATION WAS VISITED BUT WAS NOT OCCUPIED.  THE 1968 DESCRIPTION
 SC2195'BY N.E.T. IS ADEQUATE WITH THE EXCEPTION OF DIRECTIONS FOR REACHING
 SC2195'STATION, WHICH FOLLOW--
 SC2195'
 SC2195'TO REACH FROM THE POST OFFICE IN HAMMOND, GO WEST ON PACIFIC
 SC2195'STREET FOR 0.25 MILE TO WILLOW STREET, CONTINUE STRAIGHT AHEAD
 SC2195'0.2 MILE TO A SIDE ROAD LEFT, TURN LEFT AND FOLLOW WINDING ROAD
 SC2195'0.2 MILE TO A T-INTERSECTION, KEEP LEFT 0.3 MILE TO A FORK AT THE
 SC2195'SOUTHWEST CORNER OF A CEMETERY, KEEP RIGHT FORK AND FOLLOW THE
 SC2195'MAIN BLACKTOP ROAD WEST AND NORTHWEST FOR 1.8 MILES TO A BLACKTOP
 SC2195'ROAD LEFT AND THE STATION ABOUT 200 FEET SOUTHWEST OF THE
 SC2195'INTERSECTION.
 SC2195'
 SC2195'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SC2195'1-1/2 MILES WEST-NORTHWEST OF HAMMOND.
 SC2195
 SC2195                          STATION RECOVERY (1984)
 SC2195
 SC2195'RECOVERY NOTE BY US POWER SQUADRON 1984 (RCC)
 SC2195'STATION RECOVERED IN GOOD CONDITION.
 SC2195'
 SC2195'REFERENCE MARKS 1 AND 3 WERE RECOVERED IN GOOD CONDITION.
 SC2195'
 SC2195'NEW TO REACH AS FOLLOWS.  FROM HAMMOND POST OFFICE TRAVEL WEST ON
 SC2195'PACIFIC AVE OVERHEAD BLINKING LIGHT 0.25 MILES - AND TURN LEFT ON
 SC2195'LAKE DR. AND TRAVEL 0.75 MILES TO ENTRANCE TO FORT STEVENS STATE
 SC2195'PARK ON RIGHT, TAKE SOUTH JETTY ASPHALT ROAD AND TRAVEL 2.1 MILES
 SC2195'TO DREDGING RANGE TOWER ON LEFT, STATION CHUMMY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH1163 ***********************************************************************
 OH1163  DESIGNATION -  CHURCH
 OH1163  PID         -  OH1163
 OH1163  STATE/COUNTY-  OR/MALHEUR
 OH1163  USGS QUAD   -  CAIRO (1967)
 OH1163
 OH1163                         *CURRENT SURVEY CONTROL
 OH1163  ___________________________________________________________________
 OH1163* NAD 83(1991)-  43 59 18.46523(N)    117 05 05.24105(W)     ADJUSTED  
 OH1163* NAVD 88     -       676.85   (+/-2cm)    2220.6    (feet)  VERTCON   
 OH1163  ___________________________________________________________________
 OH1163  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 OH1163  GEOID HEIGHT-         -17.88  (meters)                     GEOID03
 OH1163  HORZ ORDER  -  SECOND
 OH1163  VERT ORDER  -  THIRD ? (See Below)
 OH1163
 OH1163.The horizontal coordinates were established by classical geodetic methods
 OH1163.and adjusted by the National Geodetic Survey in October 1991.
 OH1163
 OH1163.The NAVD 88 height was computed by applying the VERTCON shift value to
 OH1163.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OH1163.The vertical order pertains to the NGVD 29 superseded value.
 OH1163
 OH1163.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1163
 OH1163.The geoid height was determined by GEOID03.
 OH1163
 OH1163;                    North         East     Units Scale Factor Converg.
 OH1163;SPC OR S     -   263,507.244 1,773,897.407   MT  0.99999709   +2 20 11.4
 OH1163;SPC OR S     -   864,525.08  5,819,873.38   iFT  0.99999709   +2 20 11.4
 OH1163;UTM  11      - 4,870,594.898   493,200.786   MT  0.99960057   -0 03 32.0
 OH1163
 OH1163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1163!SPC OR S     -   0.99989668  x   0.99999709  =   0.99989377
 OH1163!UTM  11      -   0.99989668  x   0.99960057  =   0.99949729
 OH1163
 OH1163|---------------------------------------------------------------------|
 OH1163| PID    Reference Object                     Distance      Geod. Az  |
 OH1163|                                                           dddmmss.s |
 OH1163| CD7100 CHURCH RM 1                          18.282 METERS 17851     |
 OH1163| OH1171 VALE                                APPROX. 9.6 KM 2575946.3 |
 OH1163| CD7101 CHURCH RM 2                          47.183 METERS 27226     |
 OH1163|---------------------------------------------------------------------|
 OH1163
 OH1163                          SUPERSEDED SURVEY CONTROL
 OH1163
 OH1163  NAD 83(1986)-  43 59 18.46475(N)    117 05 05.24060(W) AD(       ) 2
 OH1163  NAD 27      -  43 59 18.87629(N)    117 05 01.63981(W) AD(       ) 2
 OH1163  NGVD 29 (07/19/86)  675.86   (m)         2217.4    (f) LEVELING    3  
 OH1163
 OH1163.Superseded values are not recommended for survey control.
 OH1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1163.See file dsdata.txt to determine how the superseded data were derived.
 OH1163
 OH1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ9320170595(NAD 83)
 OH1163_MARKER: DD = SURVEY DISK
 OH1163_SETTING: 0 = UNSPECIFIED SETTING
 OH1163
 OH1163  HISTORY     - Date     Condition        Report By
 OH1163  HISTORY     - 1967     MONUMENTED       USGS
 OH1163
 OH1163                          STATION DESCRIPTION
 OH1163
 OH1163'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 OH1163'LOCATED 7.7 MI E. OF VALE, 7.2 MI NW. OF NYSSA, 5.8 MI SW. OF
 OH1163'ONTARIO.  ON BAPTIST CHURCH GROUNDS.
 OH1163'
 OH1163'TO REACH FROM JCT. OF U.S. HWYS. 20 AND 26E IN VALE, GO E. ON
 OH1163'HWY. 20 7.9 MI TO RD. INTERSECTION AT BAPTIST CHURCH.  STATION IS
 OH1163'105.3 FT S. OF CENTERLINE OF HWY. 20, 56.3 FT NE. OF NORTHEAST
 OH1163'CORNER OF CHURCH, 2.5 FT W. OF FENCE.  ALONG EAST EDGE OF CHURCH
 OH1163'GROUNDS.
 OH1163'
 OH1163'STATION MARK--STANDARD TABLET STAMPED---CHURCH 1967---, SET IN
 OH1163'CONCRETE FLUSH WITH GROUND.
 OH1163'
 OH1163'RM 1--STANDARD RM TABLET STAMPED---RM 1 1967---, SET IN CONCRETE
 OH1163'FLUSH WITH GROUND ALONG FENCE LINE.
 OH1163'
 OH1163'RM 2--STANDARD RM TABLET STAMPED---RM 2 1967---, SET FLUSH IN
 OH1163'NORTHEAST CORNER OF SIDEWALK TO CHURCH.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1792 ***********************************************************************
 QE1792  DESIGNATION -  CHURCH AZ MK
 QE1792  PID         -  QE1792
 QE1792  STATE/COUNTY-  OR/MARION
 QE1792  USGS QUAD   -  STAYTON NE (1969)
 QE1792
 QE1792                         *CURRENT SURVEY CONTROL
 QE1792  ___________________________________________________________________
 QE1792* NAD 83(1991)-  44 54 09.97955(N)    122 48 53.91444(W)     ADJUSTED  
 QE1792* NAVD 88     -       212.     (meters)     696.     (feet)  VERTCON   
 QE1792  ___________________________________________________________________
 QE1792  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 QE1792  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 QE1792  HORZ ORDER  -  SECOND
 QE1792
 QE1792.The horizontal coordinates were established by classical geodetic methods
 QE1792.and adjusted by the National Geodetic Survey in October 1991.
 QE1792
 QE1792.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE1792.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE1792
 QE1792.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE1792
 QE1792.The geoid height was determined by GEOID03.
 QE1792
 QE1792;                    North         East     Units Scale Factor Converg.
 QE1792;SPC OR N     -   139,976.736 2,317,205.345   MT  0.99990530   -1 38 30.3
 QE1792;SPC OR N     -   459,241.26  7,602,379.74   iFT  0.99990530   -1 38 30.3
 QE1792;UTM  10      - 4,972,166.354   514,607.345   MT  0.99960262   +0 07 50.2
 QE1792
 QE1792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE1792!SPC OR N     -   0.99997036  x   0.99990530  =   0.99987567
 QE1792!UTM  10      -   0.99997036  x   0.99960262  =   0.99957300
 QE1792
 QE1792                          SUPERSEDED SURVEY CONTROL
 QE1792
 QE1792  NAD 83(1986)-  44 54 10.00255(N)    122 48 53.93077(W) AD(       ) 2
 QE1792  NAD 27      -  44 54 10.56460(N)    122 48 49.60775(W) AD(       ) 2
 QE1792  NGVD 29 (07/19/86)  211.     (m)          692.     (f) VERT ANG    3  
 QE1792
 QE1792.Superseded values are not recommended for survey control.
 QE1792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1792.See file dsdata.txt to determine how the superseded data were derived.
 QE1792
 QE1792_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ1460772166(NAD 83)
 QE1792_MARKER: DZ = AZIMUTH MARK DISK
 QE1792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE1792
 QE1792  HISTORY     - Date     Condition        Report By
 QE1792  HISTORY     - 1940     MONUMENTED       CGS
 QE1792  HISTORY     - 1981     GOOD             NGS
 QE1792
 QE1792                          STATION DESCRIPTION
 QE1792
 QE1792'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 QE1792'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE STATION IS LOCATED
 QE1792'ON A HILL ABOUT 5-1/2 MILES NORTH OF SUBLIMITY AND ABOUT 4-1/4 MILES
 QE1792'NORTHWEST OF SHAW ON THE NORTH SIDE OF WALDO DR SE.
 QE1792'
 QE1792'THE STATION IS A STANDARD USC AND GS AZIMUTH MARK DISK
 QE1792'STAMPED---CHURCH 1940---SET INTO THE TOP OF A 30 CM SQUARE CONCRETE
 QE1792'MONUMENT FLUSH WITH THE GROUND.  IT IS 35.0 METERS WEST FROM THE
 QE1792'HIGHEST PART OF THE HILL, 22.8 METERS EAST FROM A MAIL BOX ON A GIANT
 QE1792'AUGAR, 7.0 METERS NORTH FROM THE CENTERLINE OF THE ROAD AND 0.2 METER
 QE1792'EAST FROM A METAL WITNESS POST.
 QE1792'
 QE1792'TO REACH FROM THE POST OFFICE IN SUBLIMITY, GO NORTH TOWARD SILVERTON
 QE1792'FOR 2.6 MILES TO A CROSSROAD, CONTINUE STRAIGHT AHEAD FOR 2.5 MILES
 QE1792'TO A CROSSROAD, TURN LEFT ON WALDO DR SE AND GO 0.6 MILE TO THE MARK
 QE1792'ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2533 ***********************************************************************
 QE2533  DESIGNATION -  CHURCH FLAGSTAFF
 QE2533  PID         -  QE2533
 QE2533  STATE/COUNTY-  OR/LINCOLN
 QE2533  USGS QUAD   -  NEWPORT SOUTH (1984)
 QE2533
 QE2533                         *CURRENT SURVEY CONTROL
 QE2533  ___________________________________________________________________
 QE2533* NAD 83(1991)-  44 36 29.50252(N)    124 00 33.65721(W)     ADJUSTED  
 QE2533* NAVD 88     -              **(meters)            **(feet)            
 QE2533  ___________________________________________________________________
 QE2533  LAPLACE CORR-          16.44  (seconds)                    DEFLEC99
 QE2533  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 QE2533  HORZ ORDER  -  THIRD
 QE2533
 QE2533.The horizontal coordinates were established by classical geodetic methods
 QE2533.and adjusted by the National Geodetic Survey in October 1991.
 QE2533
 QE2533
 QE2533.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2533
 QE2533.The geoid height was determined by GEOID03.
 QE2533
 QE2533;                    North         East     Units Scale Factor Converg.
 QE2533;SPC OR N     -   110,673.887 2,221,523.358   MT  0.99994212   -2 29 19.6
 QE2533;SPC OR N     -   363,103.30  7,288,462.46   iFT  0.99994212   -2 29 19.6
 QE2533;UTM  10      - 4,939,922.794   419,907.481   MT  0.99967888   -0 42 31.9
 QE2533
 QE2533                          SUPERSEDED SURVEY CONTROL
 QE2533
 QE2533  NAD 83(1986)-  44 36 29.53933(N)    124 00 33.71070(W) AD(       ) 4
 QE2533  NAD 27      -  44 36 30.12800(N)    124 00 29.31500(W) AD(       ) 3
 QE2533
 QE2533.Superseded values are not recommended for survey control.
 QE2533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2533.See file dsdata.txt to determine how the superseded data were derived.
 QE2533
 QE2533_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ1990739923(NAD 83)
 QE2533
 QE2533  HISTORY     - Date     Condition        Report By
 QE2533  HISTORY     - 1914     MONUMENTED       CGS
 QE2533  HISTORY     - 1953     SEE DESCRIPTION  CGS
 QE2533
 QE2533                          STATION DESCRIPTION
 QE2533
 QE2533'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (FAR)
 QE2533'THERE IS NO LONGER A CHURCH OR FLAGSTAFF IN THE AREA INDICATED BY
 QE2533'THE GP.  THE STATION SHOULD BE LISTED AS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1791 ***********************************************************************
 QE1791  DESIGNATION -  CHURCH RESET
 QE1791  PID         -  QE1791
 QE1791  STATE/COUNTY-  OR/MARION
 QE1791  USGS QUAD   -  STAYTON NE (1969)
 QE1791
 QE1791                         *CURRENT SURVEY CONTROL
 QE1791  ___________________________________________________________________
 QE1791* NAD 83(1991)-  44 54 10.64498(N)    122 49 20.41137(W)     ADJUSTED  
 QE1791* NAVD 88     -       207.     (meters)     679.     (feet)  VERTCON   
 QE1791  ___________________________________________________________________
 QE1791  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 QE1791  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 QE1791  HORZ ORDER  -  SECOND
 QE1791
 QE1791.The horizontal coordinates were established by classical geodetic methods
 QE1791.and adjusted by the National Geodetic Survey in October 1991.
 QE1791
 QE1791.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE1791.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE1791
 QE1791.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE1791
 QE1791.The geoid height was determined by GEOID03.
 QE1791
 QE1791;                    North         East     Units Scale Factor Converg.
 QE1791;SPC OR N     -   140,013.947 2,316,624.916   MT  0.99990529   -1 38 49.1
 QE1791;SPC OR N     -   459,363.34  7,600,475.45   iFT  0.99990529   -1 38 49.1
 QE1791;UTM  10      - 4,972,185.589   514,026.219   MT  0.99960242   +0 07 31.5
 QE1791
 QE1791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE1791!SPC OR N     -   0.99997115  x   0.99990529  =   0.99987644
 QE1791!UTM  10      -   0.99997115  x   0.99960242  =   0.99957358
 QE1791
 QE1791|---------------------------------------------------------------------|
 QE1791| PID    Reference Object                     Distance      Geod. Az  |
 QE1791|                                                           dddmmss.s |
 QE1791| QE1794 CHURCH RM 1                          17.567 METERS 00154     |
 QE1791| CD9683 CHURCH RM 3                          26.567 METERS 08007     |
 QE1791| CD9682 CHURCH RM 2                          22.041 METERS 08840     |
 QE1791| QE1792 CHURCH AZ MK                        APPROX. 0.6 KM 0920116.2 |
 QE1791|---------------------------------------------------------------------|
 QE1791
 QE1791                          SUPERSEDED SURVEY CONTROL
 QE1791
 QE1791  NAD 83(1986)-  44 54 10.66825(N)    122 49 20.42769(W) AD(       ) 2
 QE1791  NAD 27      -  44 54 11.23012(N)    122 49 16.10391(W) AD(       ) 2
 QE1791  NGVD 29 (07/19/86)  206.     (m)          676.     (f) VERT ANG    3  
 QE1791
 QE1791.Superseded values are not recommended for survey control.
 QE1791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1791.See file dsdata.txt to determine how the superseded data were derived.
 QE1791
 QE1791_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ1402672186(NAD 83)
 QE1791_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QE1791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE1791
 QE1791  HISTORY     - Date     Condition        Report By
 QE1791  HISTORY     - 1965     MONUMENTED       CGS
 QE1791  HISTORY     - 1972     SEE DESCRIPTION  NGS
 QE1791  HISTORY     - 1981     GOOD             NGS
 QE1791
 QE1791                          STATION DESCRIPTION
 QE1791
 QE1791'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (PAS)
 QE1791'REFERENCE MARK NO. 1, THE UNDERGROUND MARK AND THE AZIMUTH MARK
 QE1791'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE SURFACE STATION
 QE1791'MARK WAS FOUND UNEARTHED AND REFERENCE MARK NO. 2 HAD BEEN
 QE1791'DESTROYED.  ANOTHER STATION MARK WAS PLUMBED PRECISELY OVER THE
 QE1791'SUBSURFACE MARK AND REFERENCE MARK NO. 3 WAS ESTABLISHED.  A NEW
 QE1791'AND COMPLETE DESCRIPTION FOLLOWS.
 QE1791'
 QE1791'THE STATION IS 5 MILES NORTH AND 1 MILE WEST OF SUBLIMITY ON
 QE1791'LAND OWNED BY MR. RONALD ASBOE, WHO LIVES AT MOLALLA.
 QE1791'
 QE1791'TO REACH THE STATION FROM THE SUBLIMITY POST OFFICE GO NORTH ON
 QE1791'THE CASCADE HIGHWAY FOR 2.6 MILES TO STATE HIGHWAY 214, CROSS
 QE1791'STATE HIGHWAY 214 AND CONTINUE NORTH AND WEST ON THE CASCADE
 QE1791'HIGHWAY FOR 2.6 MILES TO COUNTY ROAD 865, WHERE CASCADE HIGHWAY
 QE1791'TURNS SHARPLY TO THE NORTH, CONTINUE STRAIGHT AHEAD, WEST, ON
 QE1791'COUNTY ROAD 865 FOR 0.6 MILE TO THE AZIMUTH MARK ON THE
 QE1791'RIGHT.  CONTINUE WEST ON COUNTY ROAD 865 FOR 0.35 MILE TO THE
 QE1791'STATION ON THE LEFT.
 QE1791'
 QE1791'THE STATION MARK, STAMPED CHURCH 1940 1965, IS A STANDARD DISK
 QE1791'SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 1 INCH,
 QE1791'500 FEET EAST OF MR. H. V. SMITHS HOUSE, 90 FEET WEST-SOUTHWEST
 QE1791'OF POWER POLE NO. 170, 38 FEET SOUTH OF THE CENTER OF COUNTY ROAD
 QE1791'NO. 865 AND 0.5 FOOT NORTH OF A METAL WITNESS POST.  (NOTE 1A AND
 QE1791'7A)
 QE1791'
 QE1791'REFERENCE MARK NO. 1, STAMPED CHURCH NO 1 1940, IS A STANDARD
 QE1791'DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4
 QE1791'INCHES, 20 FEET NORTH OF THE COUNTY ROAD AND 0.5 FOOT EAST OF A
 QE1791'METAL WITNESS POST.  (NOTE 11A.)
 QE1791'
 QE1791'REFERENCE MARK NO. 3, STAMPED CHURCH NO 3 1940 1965, IS A
 QE1791'STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT
 QE1791'PROJECTS 1 INCH, 88 FEET EAST-NORTHEAST OF THE WITNESS POST, 22
 QE1791'FEET SOUTH OF THE CENTER OF THE COUNTY ROAD AND 3-1/2 FEET
 QE1791'SOUTHWEST OF THE POWER POLE.  (NOTE 11A.)
 QE1791'
 QE1791'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 3 IS 94.2 FEET.
 QE1791'
 QE1791'THE AZIMUTH MARK, STAMPED CHURCH 1940, IS A STANDARD DISK SET IN
 QE1791'A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES, 500
 QE1791'FEET EAST OF THE JUNCTION OF COUNTY ROADS 767 AND 865, 150 FEET
 QE1791'WEST OF WALTER RISSELLS MAIL BOX, 23 FEET NORTH OF THE CENTER OF
 QE1791'COUNTY ROAD NO. 865, 2 FEET SOUTH OF AN EAST-WEST FENCE LINE AND
 QE1791'0.5 FOOT EAST OF A METAL WITNESS POST.  (NOTE 16A.)
 QE1791
 QE1791                          STATION RECOVERY (1972)
 QE1791
 QE1791'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LDF)
 QE1791'THE STATION, REFERENCE MARKS 1 AND 3 AND THE AZIMUTH MARK WERE
 QE1791'RECOVERED IN GOOD CONDITION.  A DIFFERENCE IN THE DISTANCES TO
 QE1791'THE REFERENCE MARKS WAS NOTED AND CHECKED.  REFERENCE MARK 1 WAS
 QE1791'0.012 METER SHORTER AND REFERENCE MARK 3 WAS 0.016 METER
 QE1791'LONGER.  THE DIRECTIONS TO ALL MARKS CHECKED FAVORABLY.
 QE1791'REFERENCE MARK 1 WAS OCCUPIED AS THE LINE TO WALDO 1940 IS
 QE1791'OBSTRUCTED FROM THE TRUE STATION.
 QE1791'
 QE1791'THE STATION IS ABOUT 5 MILES NORTH AND 1 MILE WEST OF SUBLIMITY,
 QE1791'ABOUT 500 FEET EAST OF THE FARM RESIDENCE OF MR. H.V. SMITH AND
 QE1791'ON THE PROPERTY OF MR. RONALD ASBOE, WHO LIVES IN MOLALLA.
 QE1791'
 QE1791'TO REACH THE STATION FROM THE POST OFFICE IN SUBLIMITY, GO NORTH
 QE1791'ON CENTER STREET AS PER SIGN SILVERTON, FOR 0.2 MILE TO WHERE THE
 QE1791'MAIN ROAD TURNS LEFT.  CONTINUE STRAIGHT AHEAD AS PER SIGN
 QE1791'SILVERTON, FOR 2.4 MILES TO A CROSSROAD.  CONTINUE NORTH AS PER
 QE1791'SIGN SILVERTON, FOR 2.5 MILES TO A CROSSROAD AND A SIGN (WALDO
 QE1791'DR. SE.).  TURN LEFT AND GO WEST ON A GRAVELED ROAD FOR 0.6 MILE
 QE1791'TO THE AZIMUTH MARK ON THE RIGHT, NORTH, SIDE OF THE
 QE1791'ROAD.  CONTINUE WEST ON THE GRAVELED ROAD FOR 0.4 MILE TO THE
 QE1791'STATION AND REFERENCE MARK 3 ON THE LEFT, SOUTH, AND
 QE1791'REFERENCE MARK 1 ON THE RIGHT, NORTH, SIDE OF THE ROAD.
 QE1791'
 QE1791'THE STATION MARK IS A STANDARD DISK, STAMPED CHURCH 1940 1965,
 QE1791'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS
 QE1791'FLUSH WITH THE GROUND SURFACE.  IT IS 34-1/2 FEET SOUTH OF THE
 QE1791'APPROXIMATE CENTER OF THE GRAVELED ROAD, 90 FEET SOUTHWEST OF
 QE1791'POWERLINE POLE NUMBER 170 (WITNESS SIGN ATTACHED TO POLE) AND
 QE1791'1.2 FEET NORTH OF A METAL WITNESS POST.
 QE1791'
 QE1791'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CHURCH NO 1 1940,
 QE1791'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT PROJECTING
 QE1791'4 INCHES ABOVE THE GROUND SURFACE.  IT IS 20 FEET NORTH OF THE
 QE1791'APPROXIMATE CENTER OF THE GRAVELED ROAD AND 0.8 FOOT EAST OF A
 QE1791'METAL WITNESS POST.
 QE1791'
 QE1791'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED CHURCH NO 3 1940
 QE1791'1965, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 QE1791'PROJECTING 1 INCH ABOVE THE GROUND SURFACE.  IT IS 88 FEET
 QE1791'EAST-NORTHEAST OF THE METAL WITNESS POST NEAR THE STATION MARK,
 QE1791'22 FEET SOUTH OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD AND
 QE1791'3-1/2 FEET WEST OF POWERLINE POLE NUMBER 170.
 QE1791'
 QE1791'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CHURCH 1940, SET IN
 QE1791'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT PROJECTING 3 INCHES
 QE1791'ABOVE THE GROUND SURFACE.  IT IS 22 FEET NORTH OF THE APPROXIMATE
 QE1791'CENTER OF THE GRAVELED ROAD, 3.0 FEET SOUTH OF FENCELINE AND 0.8
 QE1791'FOOT EAST OF A METAL WITNESS POST.
 QE1791'
 QE1791'HEIGHT OF LIGHT ABOVE STATION MARK 4.6 FEET.
 QE1791'
 QE1791'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QE1791'5 MI. NORTH AND 1 MI. WEST OF SUBLIMITY.
 QE1791
 QE1791                          STATION RECOVERY (1981)
 QE1791
 QE1791'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 QE1791'THE STATION, REFERENCE MARK 3, REFERENCE MARK 1, AND THE AZIMUTH
 QE1791'MARK WERE RECOVERED IN GOOD CONDITION.  THE STATION HAS BEEN BURIED
 QE1791'BY CONSTRUCTION.  A 3 METER TOWER IS NEEDED TO SEE THE AZIMUTH MARK
 QE1791'AND REFERENCE MARK 3.  A NEW DESCRIPTION FOLLOWS.
 QE1791'
 QE1791'THE STATION IS LOCATED ABOUT 6 MILES NORTH-NORTHWEST OF SUBLIMITY AND
 QE1791'ABOUT 4 MILES NORTHWEST OF SHAW.
 QE1791'
 QE1791'TO REACH THE STATION FROM THE POST OFFICE IN SUBLIMITY, GO NORTH
 QE1791'TOWARD SILVERTON FOR 2.6 MILES TO A CROSSROAD, CONTINUE STRAIGHT
 QE1791'AHEAD FOR 2.5 MILES TO A CROSSROAD, TURN LEFT ON WALDO DRIVE SE AND
 QE1791'GO 0.6 MILE TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE STRAIGHT AHEAD
 QE1791'FOR 0.35 MILE TO THE MARK ON THE LEFT SIDE OF ROAD.
 QE1791'
 QE1791'THE STATION IS A STANDARD US COAST AND GEODETIC SURVEY (NOW NOS) DISK
 QE1791'STAMPED---CHURCH 1940 1965---SET INTO THE TOP OF A SQUARE CONCRETE
 QE1791'MONUMENT RECESSED 30 CM (11.8 INCHES) BELOW THE GROUND LOCATED 11.0
 QE1791'METERS (36 FEET) S FROM THE CENTERLINE OF ROAD, 9.40 METERS (30.8
 QE1791'FEET) E FROM THE CENTER ONE OF THREE LIGHT POLES, 3.45 METERS (11.3
 QE1791'FEET) W FROM THE SOUTHWEST CORNER OF A RAISED TREE LOADING PLATFORM,
 QE1791'AND 1.51 METERS (5.0 FEET) S FROM A CONCRETE RETAINING WALL.
 QE1791'
 QE1791'REFERENCE MARK NO. 1 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 QE1791'NOS) DISK STAMPED---CHURCH NO 1 1940---SET INTO THE TOP OF A SQUARE
 QE1791'CONCRETE MONUMENT 30 CM (11.8 INCHES) ON SIDE PROJECTING 15 CM (5.9
 QE1791'INCHES) ABOVE THE GROUND LOCATED 24.30 METERS (79.7 FEET) NW FROM THE
 QE1791'EAST END OF A CONCRETE RETAINING WALL, 19.6 METERS (64 FEET) NNE FROM
 QE1791'THE CENTER ONE OF THREE WOODEN LIGHT POLES, 6.50 METERS (21.3 FEET) N
 QE1791'FROM THE CENTER LINE OF A GRAVEL ROAD, 0.2 METER (1 FOOT) W FROM A
 QE1791'METAL WITNESS POST, AND 1.0 METER (3 FEET) LOWER THAN THE STATION.
 QE1791'
 QE1791'REFERENCE MARK NO. 3 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 QE1791'NOS) DISK STAMPED---CHURCH NO 3 1940 1965---SET INTO THE TOP OF A
 QE1791'SQUARE CONCRETE MONUMENT 30 CM (11.8 INCHES) ON SIDE PROJECTING 10 CM
 QE1791'(3.9 INCHES) ABOVE THE GROUND LOCATED 6.8 METERS (22 FEET) S FROM THE
 QE1791'CENTERLINE OF THE ROAD, 5.05 METERS (16.6 FEET) ESE FROM THE EAST END
 QE1791'OF A CONCRETE RETAINING WALL, 6.25 METERS (20.5 FEET) E FROM A LIGHT
 QE1791'POLE WITH AN ELECTRIC METER ON IT, 1.00 METER (3.3 FEET) W FROM A
 QE1791'POWER POLE WITH WITNESS SIGN ATTACHED, AND 0.5 METER (2 FEET) LOWER
 QE1791'THAN THE STATION.
 QE1791'
 QE1791'AZIMUTH MARK NO. 1 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 QE1791'NOS) DISK STAMPED---CHURCH 1940---SET INTO THE TOP OF A SQUARE
 QE1791'CONCRETE MONUMENT 30 CM (11.8 INCHES) ON SIDE FLUSH WITH THE GROUND
 QE1791'LOCATED 35 METERS (115 FEET) W FROM THE HIGHEST PART OF HILL, 22.8
 QE1791'METERS (75 FEET) E FROM A MAIL BOX ON AN AUGER, 7.0 METERS (23 FEET)
 QE1791'N FROM CENTERLINE OF ROAD, AND 0.2 METER (1 FOOT) E FROM A METAL
 QE1791'WITNESS POST.
 QE1791'
 QE1791'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON GRAVEL ROAD
 QE1791'0.35 MILE TO THE TOP OF RISE AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1794 ***********************************************************************
 QE1794  DESIGNATION -  CHURCH RM 1
 QE1794  PID         -  QE1794
 QE1794  STATE/COUNTY-  OR/MARION
 QE1794  USGS QUAD   -  STAYTON NE (1969)
 QE1794
 QE1794                         *CURRENT SURVEY CONTROL
 QE1794  ___________________________________________________________________
 QE1794* NAD 83(1991)-  44 54 11.21375(N)    122 49 20.38485(W)     ADJUSTED  
 QE1794* NAVD 88     -       206.     (meters)     676.     (feet)  VERTCON   
 QE1794  ___________________________________________________________________
 QE1794  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 QE1794  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 QE1794  HORZ ORDER  -  SECOND
 QE1794
 QE1794.The horizontal coordinates were established by classical geodetic methods
 QE1794.and adjusted by the National Geodetic Survey in October 1991.
 QE1794
 QE1794.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE1794.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE1794
 QE1794.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE1794
 QE1794.The geoid height was determined by GEOID03.
 QE1794
 QE1794;                    North         East     Units Scale Factor Converg.
 QE1794;SPC OR N     -   140,031.478 2,316,626.002   MT  0.99990527   -1 38 49.1
 QE1794;SPC OR N     -   459,420.86  7,600,479.01   iFT  0.99990527   -1 38 49.1
 QE1794;UTM  10      - 4,972,203.141   514,026.762   MT  0.99960242   +0 07 31.5
 QE1794
 QE1794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE1794!SPC OR N     -   0.99997131  x   0.99990527  =   0.99987658
 QE1794!UTM  10      -   0.99997131  x   0.99960242  =   0.99957374
 QE1794
 QE1794:                Primary Azimuth Mark                     Grid Az
 QE1794:SPC OR N     -  CHURCH AZ MK                             095 23 52.5
 QE1794:UTM  10      -  CHURCH AZ MK                             093 37 31.9
 QE1794
 QE1794|---------------------------------------------------------------------|
 QE1794| PID    Reference Object                     Distance      Geod. Az  |
 QE1794|                                                           dddmmss.s |
 QE1794| QE1792 CHURCH AZ MK                        APPROX. 0.6 KM 0934503.4 |
 QE1794| CD9683 CHURCH RM 3                          28.702 METERS 11657     |
 QE1794| QE1791 CHURCH RESET                         17.567 METERS 18154     |
 QE1794|---------------------------------------------------------------------|
 QE1794
 QE1794                          SUPERSEDED SURVEY CONTROL
 QE1794
 QE1794  NAD 83(1986)-  44 54 11.23645(N)    122 49 20.40119(W) AD(       ) 2
 QE1794  NAD 27      -  44 54 11.79892(N)    122 49 16.07738(W) AD(       ) 2
 QE1794  NGVD 29 (07/19/86)  205.     (m)          673.     (f) VERT ANG    3  
 QE1794
 QE1794.Superseded values are not recommended for survey control.
 QE1794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1794.See file dsdata.txt to determine how the superseded data were derived.
 QE1794
 QE1794_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ1402772203(NAD 83)
 QE1794_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QE1794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE1794
 QE1794  HISTORY     - Date     Condition        Report By
 QE1794  HISTORY     - 1972     MONUMENTED       NGS
 QE1794  HISTORY     - 1981     GOOD             NGS
 QE1794
 QE1794                          STATION DESCRIPTION
 QE1794
 QE1794'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LDF)
 QE1794'THE STATION IS ABOUT 5 MILES NORTH AND 1 MILE WEST OF SUBLIMITY
 QE1794'AND ABOUT 500 FEET EAST OF THE FARM RESIDENCE OF
 QE1794'MR. H.V. SMITH.  IT IS IN THE SOUTHWEST 1/4 OF SECTION 4, R-1-W,
 QE1794'T-8-S.
 QE1794'
 QE1794'TO REACH THE STATION FROM THE POST OFFICE IN SUBLIMITY, GO NORTH
 QE1794'ON CENTER STREET AS PER SIGN SILVERTON, FOR 0.2 MILE TO WHERE
 QE1794'THE MAIN ROAD TURNS LEFT.  CONTINUE STRAIGHT AHEAD, NORTH, AS
 QE1794'PER SIGN SILVERTON, FOR 2.4 MILES TO A CROSSROAD.  CONTINUE NORTH
 QE1794'AS PER SIGN SILVERTON, FOR 2.5 MILES TO A CROSSROAD AND A SIGN
 QE1794'(WALDO DR. SE.).  TURN LEFT AND GO WEST ON A GRAVELED ROAD FOR
 QE1794'0.6 MILE TO THE AZIMUTH MARK ON THE RIGHT, NORTH, SIDE OF THE
 QE1794'ROAD.  CONTINUE WEST ON THE GRAVELED ROAD FOR 0.4 MILE TO THE
 QE1794'STATION ON THE RIGHT, NORTH, SIDE OF THE ROAD.
 QE1794'
 QE1794'THE STATION IS A STANDARD REFERENCE MARK, STAMPED CHURCH NO 1
 QE1794'1940, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 QE1794'PROJECTING 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 20 FEET NORTH
 QE1794'OF THE APPROXIMATE CENTER OF THE ROAD AND 0.8 FOOT EAST OF A
 QE1794'METAL WITNESS POST.
 QE1794'
 QE1794'CHURCH 1940 1965 IS A STANDARD DISK, STAMPED CHURCH 1940 1965,
 QE1794'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS
 QE1794'FLUSH WITH THE GROUND SURFACE.  IT IS 90 FEET SOUTHWEST OF
 QE1794'POWERLINE POLE NUMBER 170, 34-1/2 FEET SOUTH OF THE APPROXIMATE
 QE1794'CENTER OF THE ROAD AND 1.2 FEET NORTH OF A METAL WITNESS POST.
 QE1794'
 QE1794'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED CHURCH NO 3 1940
 QE1794'1965, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 QE1794'PROJECTING 1 INCH ABOVE THE GROUND SURFACE.  IT IS 88 FEET
 QE1794'EAST-NORTHEAST OF THE METAL WITNESS POST NEAR THE STATION MARK,
 QE1794'22 FEET SOUTH OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD AND
 QE1794'3-1/2 FEET WEST OF POWERLINE POLE NUMBER 170.
 QE1794'
 QE1794'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CHURCH 1940, SET IN
 QE1794'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT PROJECTING 3 INCHES
 QE1794'ABOVE THE GROUND SURFACE.  IT IS 22 FEET NORTH OF THE APPROXIMATE
 QE1794'CENTER OF THE GRAVELED ROAD, 3.0 FEET SOUTH OF A FENCELINE AND
 QE1794'0.8 FOOT EAST OF A METAL WITNESS POST.
 QE1794'
 QE1794'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 QE1794
 QE1794                          STATION RECOVERY (1981)
 QE1794
 QE1794'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 QE1794'THE STATION, REFERENCE MARK 3, TRIANGULATION STATION CHURCH AND THE
 QE1794'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  THE TRI STATION HAS
 QE1794'BEEN BURIED BY CONSTRUCTION.  THE DISTANCE TO THE AZIMUTH MARK HAS
 QE1794'BEEN REDUCED TO SEA LEVEL.  IT COMPARES FAVORABLY WITH THE 1972
 QE1794'DESCRIPTION.
 QE1794'
 QE1794'THE STATION IS LOCATED ABOUT 9.6 KILOMETERS NORTH-NORTHWEST OF
 QE1794'SUBLIMITY AND ABOUT 6.4 KILOMETERS NORTHWEST OF SHAW.
 QE1794'
 QE1794'TO REACH THE STATION FROM THE POST OFFICE IN SUBLIMITY GO NORTH
 QE1794'TOWARD SILVERTON FOR 2.6 MILES TO A CROSSROAD, CONTINUE STRAIGHT
 QE1794'AHEAD FOR 2.5 MILES TO A CROSSROAD TURN LEFT AND GO 0.95 MILE TO THE
 QE1794'MARK ON THE RIGHT, AND AT A CHRISTMAS TREE DISTRIBUTING AREA ON THE
 QE1794'LEFT.
 QE1794'
 QE1794'THE STATION IS A STANDARD USC AND GS REFERENCE MARK DISK
 QE1794'STAMPED---CHURCH NO 1 1940---SET INTO THE TOP OF A SQUARE CONCRETE
 QE1794'MONUMENT 30 CM (11.8 INCHES) ON SIDE PROJECTING 15 CM (5.9 INCHES)
 QE1794'ABOVE THE GROUND LOCATED 24.30 METERS (79.7 FEET) NW FROM THE EAST
 QE1794'END OF A CONCRETE RETAINING WALL, 19.60 METERS (64.3 FEET) NNE FROM
 QE1794'THE CENTER ONE OF THREE WOODEN LIGHT POLES, 6.50 METERS (21.3 FEET) N
 QE1794'FROM THE CENTERLINE OF THE ROAD, AND 0.20 METER (0.7 FOOT) W FROM A
 QE1794'METAL WITNESS POST.
 QE1794'
 QE1794'REFERENCE MARK NO. 1 IS A STANDARD USC AND GS TRI STATION DISK
 QE1794'STAMPED---CHURCH 1940 1965---SET INTO THE TOP OF A SQUARE CONCRETE
 QE1794'MONUMENT 30 CM (11.8 INCHES) ON SIDE RECESSED 30 CM (11.8 INCHES)
 QE1794'BELOW THE GROUND LOCATED 11.00 METERS (36.1 FEET) S FROM THE
 QE1794'CENTERLINE OF THE ROAD, 9.40 METERS (30.8 FEET) E FROM THE CENTER ONE
 QE1794'OF THREE LIGHT POLES, 3.45 METERS (11.3 FEET) W FROM THE SOUTHWEST
 QE1794'CORNER OF A RAISED TREE LOADING PLATFORM, 1.51 METERS (5.0 FEET) S
 QE1794'FROM A CONCRETE RETAINING WALL, AND 1.0 METER (3 FEET) HIGHER THAN
 QE1794'THE STATION.
 QE1794'
 QE1794'REFERENCE MARK NO. 3 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 QE1794'NOS) DISK STAMPED---CHURCH NO 3 1940 1965---SET INTO THE TOP OF A
 QE1794'SQUARE CONCRETE MONUMENT 30 CM (11.8 INCHES) ON SIDE PROJECTING 10 CM
 QE1794'(3.9 INCHES) ABOVE THE GROUND LOCATED 6.8 METERS (22 FEET) S FROM THE
 QE1794'CENTERLINE OF THE ROAD, 6.25 METERS (20.5 FEET) E FROM A LIGHT POLE
 QE1794'WITH AN ELECTRIC METER ON IT, 5.05 METERS (16.6 FEET) ESE FROM THE
 QE1794'EAST END OF A CONCRETE RETAINING WALL, 1.00 METER (3.3 FEET) W FROM A
 QE1794'POWER POLE WITH A WITNESS SIGN ATTACHED, AND 0.5 METER (2 FEET) LOWER
 QE1794'THAN THE STATION.
 QE1794'
 QE1794'AZIMUTH MARK NO. 1 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 QE1794'NOS) DISK STAMPED---CHURCH 1940---SET INTO THE TOP OF A SQUARE
 QE1794'CONCRETE MONUMENT 30 CM (11.8 INCHES) ON SIDE FLUSH WITH THE GROUND
 QE1794'LOCATED 35.0 METERS (115 FEET) W FROM THE HIGHEST PART OF THE HILL,
 QE1794'22.8 METERS (75 FEET) E FROM A MAIL BOX ON A BIG AUGAR, 7.0 METERS
 QE1794'(23 FEET) N FROM THE CENTERLINE OF THE ROAD, AND 0.2 METER (1 FOOT) E
 QE1794'FROM A METAL WITNESS POST.
 QE1794'
 QE1794'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON GRAVEL ROAD
 QE1794'0.35 MILE TO THE TOP OF A RISE AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB1395 ***********************************************************************
 RB1395  DESIGNATION -  CINCO
 RB1395  PID         -  RB1395
 RB1395  STATE/COUNTY-  OR/UMATILLA
 RB1395  USGS QUAD   -  HAT ROCK (1993)
 RB1395
 RB1395                         *CURRENT SURVEY CONTROL
 RB1395  ___________________________________________________________________
 RB1395* NAD 83(1991)-  45 55 40.92759(N)    119 14 39.62738(W)     ADJUSTED  
 RB1395* NAVD 88     -       158.     (meters)     518.     (feet)  SCALED    
 RB1395  ___________________________________________________________________
 RB1395  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 RB1395  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 RB1395  HORZ ORDER  -  SECOND
 RB1395
 RB1395.The horizontal coordinates were established by classical geodetic methods
 RB1395.and adjusted by the National Geodetic Survey in October 1991.
 RB1395
 RB1395.The orthometric height was scaled from a topographic map.
 RB1395
 RB1395.The Laplace correction was computed from DEFLEC99 derived deflections.
 RB1395
 RB1395.The geoid height was determined by GEOID03.
 RB1395
 RB1395;                    North         East     Units Scale Factor Converg.
 RB1395;SPC OR N     -   252,052.710 2,597,387.891   MT  0.99998250   +0 53 25.8
 RB1395;SPC OR N     -   826,944.59  8,521,613.82   iFT  0.99998250   +0 53 25.8
 RB1395;SPC WA S     -    66,876.549   597,387.443   MT  0.99997987   +0 54 43.6
 RB1395;SPC WA S     -   219,410.81  1,959,928.64   sFT  0.99997987   +0 54 43.6
 RB1395;UTM  11      - 5,088,500.978   325,991.709   MT  0.99997225   -1 36 46.4
 RB1395
 RB1395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RB1395!SPC OR N     -   0.99997863  x   0.99998250  =   0.99996113
 RB1395!SPC WA S     -   0.99997863  x   0.99997987  =   0.99995850
 RB1395!UTM  11      -   0.99997863  x   0.99997225  =   0.99995088
 RB1395
 RB1395:                Primary Azimuth Mark                     Grid Az
 RB1395:SPC OR N     -  GRAF                                     099 03 22.9
 RB1395:SPC WA S     -  GRAF                                     099 02 05.1
 RB1395:UTM  11      -  GRAF                                     101 33 35.1
 RB1395
 RB1395|---------------------------------------------------------------------|
 RB1395| PID    Reference Object                     Distance      Geod. Az  |
 RB1395|                                                           dddmmss.s |
 RB1395| RB1393 GRAF                                APPROX. 5.2 KM 0995648.7 |
 RB1395| CF4645 CINCO RM 1                           12.564 METERS 19940     |
 RB1395| CF4647 CINCO RM 3                           11.445 METERS 27514     |
 RB1395| CF4646 CINCO RM 2                           14.338 METERS 27637     |
 RB1395|---------------------------------------------------------------------|
 RB1395
 RB1395                          SUPERSEDED SURVEY CONTROL
 RB1395
 RB1395  NAD 83(1986)-  45 55 40.93413(N)    119 14 39.62192(W) AD(       ) 2
 RB1395  NAD 27      -  45 55 41.45800(N)    119 14 35.56800(W) AD(       ) 2
 RB1395
 RB1395.Superseded values are not recommended for survey control.
 RB1395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1395.See file dsdata.txt to determine how the superseded data were derived.
 RB1395
 RB1395_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL2599288501(NAD 83)
 RB1395_MARKER: Z = SEE DESCRIPTION
 RB1395_SETTING: 0 = UNSPECIFIED SETTING
 RB1395
 RB1395  HISTORY     - Date     Condition        Report By
 RB1395  HISTORY     - 1942     MONUMENTED       USE
 RB1395  HISTORY     - 1956     SEE DESCRIPTION  CGS
 RB1395  HISTORY     - 1978     SEE DESCRIPTION  NGS
 RB1395
 RB1395                          STATION DESCRIPTION
 RB1395
 RB1395'DESCRIBED BY US ENGINEERS 1942 (ANS)
 RB1395'STATION IS ABOUT 6 MILES E OF THE TOWN OF UMATILLA.  IT IS ON THE
 RB1395'S SIDE OF THE COLUMBIA RIVER, ABOUT 400 FEET S OF AND 75 FEET
 RB1395'HIGHER THAN THE UNION PACIFIC RAILROAD TRACKS.  THE STATION IS ON
 RB1395'THE RIM-ROCK 7 FEET S OF WHERE THE RIM-ROCK BREAKS OVER TO THE N.
 RB1395'
 RB1395'STATION MARK IS A U.S.E. DISK SET IN A CIRCULAR MOUND OF
 RB1395'CONCRETE.  IT PROJECTS 2 INCHES AND IS STAMPED CINCO 1941.
 RB1395'
 RB1395'THERE IS NO UNDERGROUND MARK.
 RB1395'
 RB1395'REFERENCE MARK NO.1 IS AT ABOUT THE SAME ELEVATION AS THE STATION,
 RB1395'48 FEET S OF THE EDGE OF RIM-ROCK.  IT IS A STANDARD U.S.E. DISK
 RB1395'SET IN BEDROCK AND STAMPED CINCO NO.1, 1941.
 RB1395'
 RB1395'REFERENCE MARK NO.2 IS AT ABOUT THE SAME ELEVATION AS THE
 RB1395'STATION, 6 FEET S OF THE EDGE OF THE RIM-ROCK.  IT IS A STANDARD
 RB1395'U.S.E. DISK SET IN BEDROCK AND STAMPED CINCO NO.2, 1941.
 RB1395'
 RB1395'STATION GRAF (U.S.E.) IS TO BE USED AS AN AZIMUTH MARK.
 RB1395'
 RB1395'TO REACH THE STATION FROM UMATILLA, GO E ON THE COLUMBIA RIVER
 RB1395'HIGHWAY (U.S. 730) FOR 6.4 MILES, OR 0.4 MILE E OF MILEPOST
 RB1395'197.  TURN LEFT AND GO WESTERLY FOR 2.6 MILES TO A POINT DIRECTLY
 RB1395'BELOW A PROMINENT BLUFF.  PACK S UP THE FACE OF THE BLUFF ABOUT
 RB1395'300 FEET TO THE STATION.
 RB1395
 RB1395                          STATION RECOVERY (1956)
 RB1395
 RB1395'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (FN)
 RB1395'RECOVERED.  ALL MARKS RECOVERED IN GOOD CONDITION.  REVISED
 RB1395'DIRECTIONS FOR REACHING THE STATION SITE FOLLOW--
 RB1395'
 RB1395'TO REACH THE STATION FROM THE S END OF MC NARY DAM, GO E FOR
 RB1395'0.05 MI. TO A FORK.  BEAR LEFT DOWNHILL FOR 0.1 MI. TO A
 RB1395'FORK.  KEEP RIGHT FOR 0.45 MI. TO A FORK.  CONTINUE STRAIGHT FOR
 RB1395'0.1 MI. TO A FORK.  TAKE THE LEFT FORK FOR 0.15 MI. TO AN
 RB1395'ABANDONED RAILROAD GRADE.  BEAR RIGHT ALONG AN OLD GRADE FOR
 RB1395'0.3 MI. TO A FENCE AND BENCH MARK B378 ON THE LEFT.  CONTINUE
 RB1395'STRAIGHT AHEAD FOR 0.2 MI. TO A PILE OF PACKING CRATES ON THE
 RB1395'RIGHT.  CONTINUE STRAIGHT AHEAD FOR 1.0 MI. AND THE STATION ON
 RB1395'TOP OF A BLUFF TO THE RIGHT.
 RB1395'
 RB1395'THE REMAINDER OF THE 1942 DESCRIPTION IS GOOD.
 RB1395
 RB1395                          STATION RECOVERY (1978)
 RB1395
 RB1395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 RB1395'THE STATION MARK, AND REFERENCE MARK NO. 1 WERE RECOVERED IN GOOD
 RB1395'CONDITION.  REFERENCE MARK NO. 2 HAD BEEN DESTROYED BY SOME
 RB1395'IRRESPONSIBLE PARTY.  REFERENCE MARK NO. 3 WAS ESTABLISHED.  A NEW
 RB1395'AND COMPLETE DESCRIPTION FOLLOWS.
 RB1395'
 RB1395'TO REACH THE STATION FROM THE MC NARY POST OFFICE, GO NORTH ON
 RB1395'WILLAMETTE AVENUE FOR 0.35 MILE TO A VIEW-POINT OVERLOOKING THE
 RB1395'RIVER, TURN RIGHT, AND GO EAST, NORTH, AND NORTHWEST ON THE MACADAM
 RB1395'ROAD FOR 0.5 MILE TO A SIDE ROAD RIGHT, TURN RIGHT, CROSS THE
 RB1395'RAILROAD TRACKS, AND GO EAST AS PER SIGN, MC NARY BEACH, PASSING
 RB1395'TO THE RIGHT OF THE ELEVATOR, FOR 1.2 MILES TO THE END OF THE
 RB1395'MACADAM AT THE EAST END OF THE PARK, CONTINUE EAST ON THE
 RB1395'GRAVELED ROAD, PARALLELING THE RIVER FOR 1.2 MILES TO THE END OF
 RB1395'TRUCK TRAVEL, 0.05 MILE AFTER CROSSING A CATTLE GUARD.  PACK
 RB1395'SOUTH UP THE STEEP SLOPE TO THE TOP OF THE BENCH, AND STATION.
 RB1395'LENGTH OF PACK IS 5 MINUTES.
 RB1395'
 RB1395'THE STATION MARK, STAMPED CINCO 1941, IS A U.S. ENGINEERS DISK
 RB1395'SET IN A CIRCULAR MOUND OF CONCRETE THAT PROJECTS 1-INCH, 58 FEET
 RB1395'EAST OF THE NORTH END OF THE FENCE, AND 5 FEET SOUTH OF THE RIM
 RB1395'OF THE BLUFF.
 RB1395'
 RB1395'REFERENCE MARK NO. 1, STAMPED CINCO RM 1 1941, IS A U.S. ENGINEERS
 RB1395'DISK CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS 3-INCHES,
 RB1395'51 FEET EAST OF THE NORTH-SOUTH FENCE LINE, 35 FEET SOUTH OF
 RB1395'THE RIM OF THE BLUFF, AND LEVEL WITH THE STATION.
 RB1395'
 RB1395'REFERENCE MARK NO. 3, STAMPED CINCO USE 1942 NO 3 1978, IS A
 RB1395'STANDARD DISK CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS
 RB1395'2-INCHES, 20 FEET EAST OF THE NORTH SOUTH FENCE LINE, 4 FEET SOUTH
 RB1395'OF THE RIM OF THE BLUFF, AND LEVEL WITH THE STATION.  (NOTE 12A)
 RB1395'
 RB1395'TRIANGULATION STATION GRAF (USE) 1942 MAY BE USED FOR THE AZIMUTH
 RB1395'MARK.  SEE DESCRIPTION THEREOF.
 RB1395'
 RB1395'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RB1395'3 MILES NORTHEAST OF MC NARY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0840 ***********************************************************************
 PC0840  DESIGNATION -  CINDER PRAIRIE
 PC0840  PID         -  PC0840
 PC0840  STATE/COUNTY-  OR/DOUGLAS
 PC0840  USGS QUAD   -  TOKETEE FALLS (1986)
 PC0840
 PC0840                         *CURRENT SURVEY CONTROL
 PC0840  ___________________________________________________________________
 PC0840* NAD 83(1991)-  43 20 53.53376(N)    122 25 30.08846(W)     ADJUSTED  
 PC0840* NAVD 88     -      1655.0    (meters)    5430.     (feet)  VERTCON   
 PC0840  ___________________________________________________________________
 PC0840  LAPLACE CORR-           7.65  (seconds)                    DEFLEC99
 PC0840  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 PC0840  HORZ ORDER  -  SECOND
 PC0840
 PC0840.The horizontal coordinates were established by classical geodetic methods
 PC0840.and adjusted by the National Geodetic Survey in October 1991.
 PC0840
 PC0840.The NAVD 88 height was computed by applying the VERTCON shift value to
 PC0840.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PC0840
 PC0840.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC0840
 PC0840.The geoid height was determined by GEOID03.
 PC0840
 PC0840;                    North         East     Units Scale Factor Converg.
 PC0840;SPC OR S     -   188,583.276 1,343,950.343   MT  0.99989951   -1 19 01.2
 PC0840;SPC OR S     -   618,711.54  4,409,285.90   iFT  0.99989951   -1 19 01.2
 PC0840;UTM  10      - 4,799,643.923   546,599.837   MT  0.99962671   +0 23 40.9
 PC0840
 PC0840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC0840!SPC OR S     -   0.99974405  x   0.99989951  =   0.99964358
 PC0840!UTM  10      -   0.99974405  x   0.99962671  =   0.99937085
 PC0840
 PC0840|---------------------------------------------------------------------|
 PC0840| PID    Reference Object                     Distance      Geod. Az  |
 PC0840|                                                           dddmmss.s |
 PC0840| CD9214 CINDER PRAIRIE RM 1                   4.339 METERS 00205     |
 PC0840| PC0842 BALM MTN                            APPROX. 3.6 KM 0042135.2 |
 PC0840| PC0839 CINDER PRAIRIE LO                     6.725 METERS 19314     |
 PC0840|---------------------------------------------------------------------|
 PC0840
 PC0840                          SUPERSEDED SURVEY CONTROL
 PC0840
 PC0840  NAD 83(1986)-  43 20 53.53582(N)    122 25 30.10381(W) AD(       ) 2
 PC0840  NAD 27      -  43 20 54.10010(N)    122 25 25.94800(W) AD(       ) 2
 PC0840  NGVD 29 (07/19/86) 1653.8    (m)         5426.     (f) VERT ANG    3  
 PC0840
 PC0840.Superseded values are not recommended for survey control.
 PC0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0840.See file dsdata.txt to determine how the superseded data were derived.
 PC0840
 PC0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN4660099644(NAD 83)
 PC0840_MARKER: Z = SEE DESCRIPTION
 PC0840_SETTING: 0 = UNSPECIFIED SETTING
 PC0840
 PC0840  HISTORY     - Date     Condition        Report By
 PC0840  HISTORY     - 1953     MONUMENTED       CGS
 PC0840
 PC0840                          STATION DESCRIPTION
 PC0840
 PC0840'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (HSC)
 PC0840'THE STATION IS LOCATED ON THE SUMMIT OF THE MOUNTAIN ON WHICH THE
 PC0840'CINDER PRAIRIE LOOKOUT IS LOCATED.  IT IS ABOUT 20 MILES NORTHWEST
 PC0840'OF DIAMOND LAKE AND 6 MILES NORTH OF THE MORRISON-KNUTSON
 PC0840'CONSTRUCTION CAMP AT TOKETEE FALLS ON THE NORTH UMPQUA RIVER.
 PC0840'
 PC0840'TO REACH THE STATION FROM THE NORTH EDGE OF THE CONSTRUCTION
 PC0840'CAMP AT TOKETEE FALLS, FOLLOW THE MOUNTAIN MEADOWS TRAIL TO
 PC0840'MOUNTAIN MEADOWS AND THE JUNCTION OF THE CINDER PRAIRIE TRAIL,
 PC0840'THENCE FOLLOW THE CINDER PRAIRIE TRAIL IN A NORTHERLY DIRECTION
 PC0840'TO THE LOOKOUT HOUSE AND THE STATION.  THE DISTANCE FROM TOKETEE
 PC0840'FALLS TO THE LOOKOUT IS 11 MILES AND THE TRAIL IS POSTED.
 PC0840'
 PC0840'THE STATION MARK IS A STANDARD DISK BRAZED TO A 1-1/2 INCH COPPER
 PC0840'PIPE PROJECTING 8 INCHES.  IT IS 32.3 FEET NORTHEAST OF THE
 PC0840'NORTHEAST CORNER OF THE LOOKOUT AND 11 FEET EAST OF AN 8 FOOT
 PC0840'STUMP AND FLAGPOLE.  THE MARK IS STAMPED CINDER PRAIRIE 1953.
 PC0840'
 PC0840'REFERENCE MARK NO. 1 IS A STANDARD DISK BRAZED TO A 1-1/2 INCH
 PC0840'COPPER PIPE PROJECTING 2 INCHES.  IT IS 20 FEET NORTHEAST OF AN
 PC0840'8 FOOT STUMP AND FLAGPOLE AND IS STAMPED CINDER PRAIRIE NO 1 1953.
 PC0840'
 PC0840'CINDER PRAIRIE L.O. (USFS) IS A STANDARD FOREST SERVICE MARK SET
 PC0840'IN A DRILL HOLE IN A SMALL BOULDER PROJECTING 3 INCHES.  IT IS
 PC0840'10 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE LOOKOUT AND IS
 PC0840'STAMPED CINDER PRAIRIE L.O. 1938.
 PC0840'
 PC0840'STATION BALM MTN. WAS OBSERVED AS A RECIPROCAL AZIMUTH MARK.
 PC0840'
 PC0840'THERE IS WATER AND AN ENCLOSED PASTURE AT THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0839 ***********************************************************************
 PC0839  DESIGNATION -  CINDER PRAIRIE LO
 PC0839  PID         -  PC0839
 PC0839  STATE/COUNTY-  OR/DOUGLAS
 PC0839  USGS QUAD   -  TOKETEE FALLS (1986)
 PC0839
 PC0839                         *CURRENT SURVEY CONTROL
 PC0839  ___________________________________________________________________
 PC0839* NAD 83(1991)-  43 20 53.32164(N)    122 25 30.15682(W)     ADJUSTED  
 PC0839* NAVD 88     -      1655.     (meters)    5430.     (feet)  SCALED    
 PC0839  ___________________________________________________________________
 PC0839  LAPLACE CORR-           7.65  (seconds)                    DEFLEC99
 PC0839  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 PC0839  HORZ ORDER  -  SECOND
 PC0839
 PC0839.The horizontal coordinates were established by classical geodetic methods
 PC0839.and adjusted by the National Geodetic Survey in October 1991.
 PC0839
 PC0839.The orthometric height was scaled from a topographic map.
 PC0839
 PC0839.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC0839
 PC0839.The geoid height was determined by GEOID03.
 PC0839
 PC0839;                    North         East     Units Scale Factor Converg.
 PC0839;SPC OR S     -   188,576.767 1,343,948.653   MT  0.99989950   -1 19 01.2
 PC0839;SPC OR S     -   618,690.18  4,409,280.36   iFT  0.99989950   -1 19 01.2
 PC0839;UTM  10      - 4,799,637.369   546,598.343   MT  0.99962671   +0 23 40.8
 PC0839
 PC0839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC0839!SPC OR S     -   0.99974401  x   0.99989950  =   0.99964354
 PC0839!UTM  10      -   0.99974401  x   0.99962671  =   0.99937082
 PC0839
 PC0839                          SUPERSEDED SURVEY CONTROL
 PC0839
 PC0839  NAD 83(1986)-  43 20 53.32369(N)    122 25 30.17217(W) AD(       ) 2
 PC0839  NAD 27      -  43 20 53.88800(N)    122 25 26.01640(W) AD(       ) 2
 PC0839
 PC0839.Superseded values are not recommended for survey control.
 PC0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0839.See file dsdata.txt to determine how the superseded data were derived.
 PC0839
 PC0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN4659899637(NAD 83)
 PC0839_MARKER: Z = SEE DESCRIPTION
 PC0839_SETTING: 0 = UNSPECIFIED SETTING
 PC0839_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PC0839
 PC0839  HISTORY     - Date     Condition        Report By
 PC0839  HISTORY     - 1953     MONUMENTED       USFS
 PC0839
 PC0839                          STATION DESCRIPTION
 PC0839
 PC0839'DESCRIBED BY US FOREST SERVICE 1953 (HSC)
 PC0839'THE STATION IS A STANDARD FOREST SERVICE DISK SET IN A DRILL
 PC0839'HOLE IN A SMALL BOULDER PROJECTING 3 INCHES.  IT IS 10 FEET
 PC0839'NORTHEAST OF THE NORTHEAST CORNER OF THE LOOKOUT HOUSE.  THE
 PC0839'MARK IS STAMPED CINDER PRAIRIE L.O. 1938.
 PC0839'
 PC0839'A TRAVERSE CONNECTION WAS MADE TO STATION CINDER PRAIRIE THE
 PC0839'DISTANCE BEING 22.06 FEET (6.725 METERS).
 PC0839'
 PC0839'THIS IS A 3 HOUR HORSE PACK STATION FROM TOKETEE FALLS VIA THE
 PC0839'CINDER PRAIRIE TRAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1247 ***********************************************************************
 NZ1247  DESIGNATION -  CINNABAR
 NZ1247  PID         -  NZ1247
 NZ1247  STATE/COUNTY-  OR/JACKSON
 NZ1247  USGS QUAD   -  RUCH (1983)
 NZ1247
 NZ1247                         *CURRENT SURVEY CONTROL
 NZ1247  ___________________________________________________________________
 NZ1247* NAD 83(1991)-  42 07 53.68552(N)    123 00 25.75989(W)     ADJUSTED  
 NZ1247* NAVD 88     -      1197.     (meters)    3927.     (feet)  SCALED    
 NZ1247  ___________________________________________________________________
 NZ1247  LAPLACE CORR-           3.94  (seconds)                    DEFLEC99
 NZ1247  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 NZ1247  HORZ ORDER  -  SECOND
 NZ1247
 NZ1247.The horizontal coordinates were established by classical geodetic methods
 NZ1247.and adjusted by the National Geodetic Survey in October 1991.
 NZ1247
 NZ1247.The orthometric height was scaled from a topographic map.
 NZ1247
 NZ1247.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ1247
 NZ1247.The geoid height was determined by GEOID03.
 NZ1247
 NZ1247;                    North         East     Units Scale Factor Converg.
 NZ1247;SPC OR S     -    54,748.488 1,292,727.900   MT  1.00005689   -1 42 54.9
 NZ1247;SPC OR S     -   179,621.02  4,241,233.27   iFT  1.00005689   -1 42 54.9
 NZ1247;SPC CA 1     -   811,218.894 1,916,717.748   MT  1.00015140   -0 39 30.8
 NZ1247;SPC CA 1     - 2,661,473.99  6,288,431.48   sFT  1.00015140   -0 39 30.8
 NZ1247;UTM  10      - 4,664,385.518   499,408.619   MT  0.99960000   -0 00 17.3
 NZ1247
 NZ1247!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NZ1247!SPC OR S     -   0.99981604  x   1.00005689  =   0.99987292
 NZ1247!SPC CA 1     -   0.99981604  x   1.00015140  =   0.99996741
 NZ1247!UTM  10      -   0.99981604  x   0.99960000  =   0.99941611
 NZ1247
 NZ1247                          SUPERSEDED SURVEY CONTROL
 NZ1247
 NZ1247  NAD 83(1986)-  42 07 53.67773(N)    123 00 25.77030(W) AD(       ) 2
 NZ1247  NAD 27      -  42 07 54.22500(N)    123 00 21.63160(W) AD(       ) 2
 NZ1247
 NZ1247.Superseded values are not recommended for survey control.
 NZ1247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1247.See file dsdata.txt to determine how the superseded data were derived.
 NZ1247
 NZ1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM9940964386(NAD 83)
 NZ1247_MARKER: Z = SEE DESCRIPTION
 NZ1247_SETTING: 0 = UNSPECIFIED SETTING
 NZ1247_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ1247
 NZ1247  HISTORY     - Date     Condition        Report By
 NZ1247  HISTORY     - 1952     MONUMENTED       USFS
 NZ1247
 NZ1247                          STATION DESCRIPTION
 NZ1247
 NZ1247'DESCRIBED BY US FOREST SERVICE 1952 (WRH)
 NZ1247'THE STATION IS LOCATED ABOUT 15 MILES AIRLINE SOUTHWEST OF
 NZ1247'MEDFORD, 12 MILES SOUTH SOUTHWEST OF JACKSONVILLE, ON A TIMBER
 NZ1247'COVERED HILL.
 NZ1247'
 NZ1247'THE MARK IS A STANDARD U.S. DEPARTMENT OF AGRICULTURE FOREST
 NZ1247'SERVICE DISK STAMPED CINNABAR 1935 SET IN A DRILL HOLE IN THE
 NZ1247'CONCRETE FOUNDATION OF THE NORTHWEST LEG OF THE FOREST SERVICE
 NZ1247'LOOKOUT TOWER.  IT IS 10.402 FEET- 3.171 METERS NORTH NORTHEAST
 NZ1247'OF STATION CINNABAR.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1248 ***********************************************************************
 NZ1248  DESIGNATION -  CINNABAR
 NZ1248  PID         -  NZ1248
 NZ1248  STATE/COUNTY-  OR/JACKSON
 NZ1248  USGS QUAD   -  RUCH (1983)
 NZ1248
 NZ1248                         *CURRENT SURVEY CONTROL
 NZ1248  ___________________________________________________________________
 NZ1248* NAD 83(1991)-  42 07 53.59783(N)    123 00 25.83189(W)     ADJUSTED  
 NZ1248* NAVD 88     -      1197.2    (meters)    3928.     (feet)  VERTCON   
 NZ1248  ___________________________________________________________________
 NZ1248  LAPLACE CORR-           3.95  (seconds)                    DEFLEC99
 NZ1248  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 NZ1248  HORZ ORDER  -  THIRD
 NZ1248
 NZ1248.The horizontal coordinates were established by classical geodetic methods
 NZ1248.and adjusted by the National Geodetic Survey in October 1991.
 NZ1248
 NZ1248.The NAVD 88 height was computed by applying the VERTCON shift value to
 NZ1248.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NZ1248
 NZ1248.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ1248
 NZ1248.The geoid height was determined by GEOID03.
 NZ1248
 NZ1248;                    North         East     Units Scale Factor Converg.
 NZ1248;SPC OR S     -    54,745.832 1,292,726.166   MT  1.00005690   -1 42 55.0
 NZ1248;SPC OR S     -   179,612.31  4,241,227.58   iFT  1.00005690   -1 42 55.0
 NZ1248;SPC CA 1     -   811,216.207 1,916,716.063   MT  1.00015139   -0 39 30.9
 NZ1248;SPC CA 1     - 2,661,465.17  6,288,425.95   sFT  1.00015139   -0 39 30.9
 NZ1248;UTM  10      - 4,664,382.813   499,406.966   MT  0.99960000   -0 00 17.3
 NZ1248
 NZ1248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NZ1248!SPC OR S     -   0.99981601  x   1.00005690  =   0.99987290
 NZ1248!SPC CA 1     -   0.99981601  x   1.00015139  =   0.99996737
 NZ1248!UTM  10      -   0.99981601  x   0.99960000  =   0.99941608
 NZ1248
 NZ1248|---------------------------------------------------------------------|
 NZ1248| PID    Reference Object                     Distance      Geod. Az  |
 NZ1248|                                                           dddmmss.s |
 NZ1248| CD9215 CINNABAR RM 1                         5.599 METERS 00048     |
 NZ1248| NZ1247 CINNABAR                              3.171 METERS 03126     |
 NZ1248| NZ1246 CINNABAR LOOKOUT TOWER                4.378 METERS 09009     |
 NZ1248| NZ1260 STEVE PK LOOKOUT HOUSE              APPROX.21.7 KM 2521003.2 |
 NZ1248|---------------------------------------------------------------------|
 NZ1248
 NZ1248                          SUPERSEDED SURVEY CONTROL
 NZ1248
 NZ1248  NAD 83(1986)-  42 07 53.59003(N)    123 00 25.84231(W) AD(       ) 3
 NZ1248  NAD 27      -  42 07 54.13730(N)    123 00 21.70360(W) AD(       ) 3
 NZ1248  NGVD 29 (07/19/86) 1196.2    (m)         3925.     (f) VERT ANG    3  
 NZ1248
 NZ1248.Superseded values are not recommended for survey control.
 NZ1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1248.See file dsdata.txt to determine how the superseded data were derived.
 NZ1248
 NZ1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM9940764383(NAD 83)
 NZ1248_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NZ1248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ1248
 NZ1248  HISTORY     - Date     Condition        Report By
 NZ1248  HISTORY     - 1952     MONUMENTED       CGS
 NZ1248
 NZ1248                          STATION DESCRIPTION
 NZ1248
 NZ1248'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 NZ1248'THE STATION IS LOCATED ON A TREE COVERED HILL BESIDE THE
 NZ1248'CINNABAR LOOKOUT TOWER.  IT IS AIRLINE, ABOUT 15 MILES SOUTHWEST
 NZ1248'OF MEDFORD AND ABOUT 12 MILES SOUTH-SOUTHWEST OF JACKSONVILLE.
 NZ1248'
 NZ1248'THE STATION IS A STANDARD DISK STAMPED CINNABAR 1952 SET IN TOP
 NZ1248'OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 1
 NZ1248'INCH ABOVE THE GROUND.  IT IS ABOUT 4 FEET EAST OF A WHITE
 NZ1248'WITNESS POST AND ABOUT 6 FEET NORTH OF THE STEPS LEADING UP TO
 NZ1248'THE LOOKOUT TOWER.
 NZ1248'
 NZ1248'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED CINNABAR
 NZ1248'NO 1 1952 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 NZ1248'IS ABOUT FLUSH WITH THE TOP OF THE GROUND AND ABOUT THE SAME
 NZ1248'ELEVATION AS THE STATION.  IT IS ABOUT 4 FEET NORTHWEST OF THE
 NZ1248'NORTHWEST LEG OF THE LOOKOUT TOWER.
 NZ1248'
 NZ1248'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED CINNABAR
 NZ1248'NO 2 1952 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 NZ1248'IS ABOUT FLUSH WITH THE TOP OF THE GROUND AND ABOUT THE SAME
 NZ1248'ELEVATION AS THE STATION.  IT ESTABLISHES THE CENTER OF THE
 NZ1248'LOOKOUT TOWER.
 NZ1248'
 NZ1248'THE U.S. DEPARTMENT OF AGRICULTURE DISK IS A STANDARD DISK
 NZ1248'STAMPED CINNABAR 1935 SET IN A DRILL HOLE IN THE CONCRETE
 NZ1248'FOUNDATION OF THE NORTHWEST LEG OF THE LOOKOUT TOWER.
 NZ1248'
 NZ1248'THE CINNABAR LOOKOUT TOWER IS A STANDARD U.S. FOREST SERVICE
 NZ1248'LOOKOUT TOWER 14-FOOT SQUARE, CONSTRUCTED OF WOOD AND PAINTED
 NZ1248'GRAY.  IT IS 35 FEET HIGH.
 NZ1248'
 NZ1248'TO REACH THE STATION FROM JACKSONVILLE, GO WEST ON STATE HIGHWAY
 NZ1248'238 FOR 8.0 MILES TO A FORK AT RUCH.  TAKE THE LEFT AND GO SOUTH
 NZ1248'FOR 6.2 MILES TO THE STAR RANGER STATION.  CONTINUE STRAIGHT
 NZ1248'AHEAD, SOUTH FOR 2.6 MILES TO A SIDE ROAD ON THE LEFT AND A SIGN
 NZ1248'DUTCHMAN LO 20.  TAKE THE SIDE ROAD AND GO 5.6 MILES TO A
 NZ1248'T-ROAD.  TURN LEFT ON THE WATER GULCH ROAD AND GO SOUTHWEST FOR
 NZ1248'0.8 MILE TO A CROSS ROAD.  TURN LEFT AS PER SIGN CINNABAR LO 3
 NZ1248'AND GO 3.0 MILES TO THE TOP OF THE HILL, THE LOOKOUT TOWER AND
 NZ1248'THE STATION.
 NZ1248'
 NZ1248'HEIGHT OF LIGHT ABOVE STATION MARK 1.38 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1246 ***********************************************************************
 NZ1246  DESIGNATION -  CINNABAR LOOKOUT TOWER
 NZ1246  PID         -  NZ1246
 NZ1246  STATE/COUNTY-  OR/JACKSON
 NZ1246  USGS QUAD   -  RUCH (1983)
 NZ1246
 NZ1246                         *CURRENT SURVEY CONTROL
 NZ1246  ___________________________________________________________________
 NZ1246* NAD 83(1991)-  42 07 53.59747(N)    123 00 25.64127(W)     ADJUSTED  
 NZ1246* NAVD 88     -      1195.0    (meters)    3921.     (feet)  VERTCON   
 NZ1246  ___________________________________________________________________
 NZ1246  LAPLACE CORR-           3.94  (seconds)                    DEFLEC99
 NZ1246  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 NZ1246  HORZ ORDER  -  SECOND
 NZ1246
 NZ1246.The horizontal coordinates were established by classical geodetic methods
 NZ1246.and adjusted by the National Geodetic Survey in October 1991.
 NZ1246
 NZ1246.The NAVD 88 height was computed by applying the VERTCON shift value to
 NZ1246.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NZ1246
 NZ1246.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ1246
 NZ1246.The geoid height was determined by GEOID03.
 NZ1246
 NZ1246;                    North         East     Units Scale Factor Converg.
 NZ1246;SPC OR S     -    54,745.690 1,292,730.542   MT  1.00005690   -1 42 54.9
 NZ1246;SPC OR S     -   179,611.84  4,241,241.94   iFT  1.00005690   -1 42 54.9
 NZ1246;SPC CA 1     -   811,216.146 1,916,720.441   MT  1.00015139   -0 39 30.7
 NZ1246;SPC CA 1     - 2,661,464.97  6,288,440.31   sFT  1.00015139   -0 39 30.7
 NZ1246;UTM  10      - 4,664,382.802   499,411.342   MT  0.99960000   -0 00 17.2
 NZ1246
 NZ1246!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NZ1246!SPC OR S     -   0.99981635  x   1.00005690  =   0.99987324
 NZ1246!SPC CA 1     -   0.99981635  x   1.00015139  =   0.99996771
 NZ1246!UTM  10      -   0.99981635  x   0.99960000  =   0.99941643
 NZ1246
 NZ1246:                Primary Azimuth Mark                     Grid Az
 NZ1246:SPC OR S     -  ANDERSON BU                              050 58 28.9
 NZ1246:SPC CA 1     -  ANDERSON BU                              049 55 04.7
 NZ1246:UTM  10      -  ANDERSON BU                              049 15 51.2
 NZ1246
 NZ1246|---------------------------------------------------------------------|
 NZ1246| PID    Reference Object                     Distance      Geod. Az  |
 NZ1246|                                                           dddmmss.s |
 NZ1246| NZ1096 ANDERSON BU                         APPROX.12.0 KM 0491534.0 |
 NZ1246| NZ1260 STEVE PK LOOKOUT HOUSE              APPROX.21.7 KM 2521016.1 |
 NZ1246| NZ1253 PALMER PEAK HIGHEST POINT           APPROX.12.9 KM 2790225.7 |
 NZ1246| NZ1256 TALLOWBOX LOOKOUT HOUSE             APPROX.13.9 KM 3010757.8 |
 NZ1246| NZ1247 CINNABAR                              3.847 METERS 31455     |
 NZ1246|---------------------------------------------------------------------|
 NZ1246
 NZ1246                          SUPERSEDED SURVEY CONTROL
 NZ1246
 NZ1246  NAD 83(1986)-  42 07 53.58967(N)    123 00 25.65167(W) AD(       ) 2
 NZ1246  NAD 27      -  42 07 54.13690(N)    123 00 21.51300(W) AD(       ) 2
 NZ1246  NGVD 29 (07/19/86) 1194.0    (m)         3917.     (f) VERT ANG    3  
 NZ1246
 NZ1246.Superseded values are not recommended for survey control.
 NZ1246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1246.See file dsdata.txt to determine how the superseded data were derived.
 NZ1246
 NZ1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM9941164383(NAD 83)
 NZ1246
 NZ1246  HISTORY     - Date     Condition        Report By
 NZ1246  HISTORY     - 1935     MONUMENTED       USFS
 NZ1246  HISTORY     - 1952     SEE DESCRIPTION  CGS
 NZ1246
 NZ1246                          STATION DESCRIPTION
 NZ1246
 NZ1246'DESCRIBED BY US FOREST SERVICE 1935
 NZ1246'STATION IS ON A LONG RIDGE, KNOWN AS CINNABAR LOOKOUT, ABOUT 16
 NZ1246'MILES SW OF THE TOWN OF MEDFORD.  THERE IS A ROAD TO THE TOP OF
 NZ1246'THIS MOUNTAIN.
 NZ1246'
 NZ1246'THE LOOKOUT HOUSE IS A 14- BY 14-FOOT HOUSE ON A 30-FOOT WOODEN
 NZ1246'TOWER.
 NZ1246'
 NZ1246'THERE WAS A FOREST SERVICE DISK SET IN THE SE CORNER, IN THE TOP
 NZ1246'OF THE NW CONCRETE CORNER STONE OF THE LOOKOUT TOWER.
 NZ1246'
 NZ1246'STATION AND SIGNAL IS CENTER OF FOREST SERVICE LOOKOUT HOUSE.  THE
 NZ1246'DISK IS ECCENTRIC AND IS STAMPED CINNABAR 1935.  DISTANCE FROM
 NZ1246'CENTER TO DISK REFERENCE MARK NOT MEASURED, BUT THE DIRECTION IS
 NZ1246'CLOSE TO TRUE NW.
 NZ1246
 NZ1246                          STATION RECOVERY (1952)
 NZ1246
 NZ1246'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (WRH)
 NZ1246'THE STATION IS LOCATED ABOUT 15 MILES AIRLINE SOUTHWEST OF MEDFORD,
 NZ1246'12 MILES SOUTH SOUTHWEST OF JACKSONVILLE, ON A HIGH TIMBER COVERED
 NZ1246'HILL.
 NZ1246'
 NZ1246'THE TOWER IS A U.S. FOREST SERVICE LOOKOUT TOWER OF WOOD
 NZ1246'CONSTRUCTION AND ABOUT 35 FEET HIGH.  IT IS 14.363 FEET- 4.378
 NZ1246'METERS FROM THE CENTER OF TOWER EAST OF STATION CINNABAR.
 NZ1246'
 NZ1246'CINNABAR RM 2 SET IN CENTER OF TOWER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0812 ***********************************************************************
 PC0812  DESIGNATION -  CINNAMON
 PC0812  PID         -  PC0812
 PC0812  STATE/COUNTY-  OR/DOUGLAS
 PC0812  USGS QUAD   -  MOUNT THIELSEN (1985)
 PC0812
 PC0812                         *CURRENT SURVEY CONTROL
 PC0812  ___________________________________________________________________
 PC0812* NAD 83(1991)-  43 14 27.67422(N)    122 06 35.49603(W)     ADJUSTED  
 PC0812* NAVD 88     -      1958.9    (meters)    6427.     (feet)  VERTCON   
 PC0812  ___________________________________________________________________
 PC0812  LAPLACE CORR-          10.13  (seconds)                    DEFLEC99
 PC0812  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 PC0812  HORZ ORDER  -  SECOND
 PC0812
 PC0812.The horizontal coordinates were established by classical geodetic methods
 PC0812.and adjusted by the National Geodetic Survey in October 1991.
 PC0812
 PC0812.The NAVD 88 height was computed by applying the VERTCON shift value to
 PC0812.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PC0812
 PC0812.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC0812
 PC0812.The geoid height was determined by GEOID03.
 PC0812
 PC0812;                    North         East     Units Scale Factor Converg.
 PC0812;SPC OR S     -   176,139.619 1,369,266.436   MT  0.99989540   -1 06 05.0
 PC0812;SPC OR S     -   577,885.89  4,492,343.95   iFT  0.99989540   -1 06 05.0
 PC0812;UTM  10      - 4,787,964.896   572,269.796   MT  0.99966425   +0 36 35.4
 PC0812
 PC0812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC0812!SPC OR S     -   0.99969628  x   0.99989540  =   0.99959171
 PC0812!UTM  10      -   0.99969628  x   0.99966425  =   0.99936063
 PC0812
 PC0812|---------------------------------------------------------------------|
 PC0812| PID    Reference Object                     Distance      Geod. Az  |
 PC0812|                                                           dddmmss.s |
 PC0812| PC0813 CINNAMON RM 1                        11.399 METERS 02922     |
 PC0812| PC0814 CINNAMON BU                          13.743 METERS 11842     |
 PC0812| PC0808 CINNAMON BUTTE LOT                   17.898 METERS 12132     |
 PC0812| PC0809 MT THIELSEN                         APPROX.10.4 KM 1601220.1 |
 PC0812| PC0817 BAILEY                              APPROX.13.1 KM 2231249.9 |
 PC0812|---------------------------------------------------------------------|
 PC0812
 PC0812                          SUPERSEDED SURVEY CONTROL
 PC0812
 PC0812  NAD 83(1986)-  43 14 27.67745(N)    122 06 35.50968(W) AD(       ) 2
 PC0812  NAD 27      -  43 14 28.22560(N)    122 06 31.40060(W) AD(       ) 2
 PC0812  NGVD 29 (07/19/86) 1957.6    (m)         6423.     (f) VERT ANG    3  
 PC0812
 PC0812.Superseded values are not recommended for survey control.
 PC0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0812.See file dsdata.txt to determine how the superseded data were derived.
 PC0812
 PC0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN7227087965(NAD 83)
 PC0812_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PC0812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0812_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PC0812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0812+STABILITY: SURFACE MOTION
 PC0812
 PC0812  HISTORY     - Date     Condition        Report By
 PC0812  HISTORY     - 1953     MONUMENTED       CGS
 PC0812  HISTORY     - 1975     SEE DESCRIPTION  NGS
 PC0812
 PC0812                          STATION DESCRIPTION
 PC0812
 PC0812'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (HSC)
 PC0812'THE STATION IS LOCATED 6 MILES WEST OF THE CASCADE DIVIDE, 5 MILES
 PC0812'NORTH OF DIAMOND LAKE, 46 FEET WEST OF THE L.O.T STEPS, 20 FEET
 PC0812'NORTHWEST OF THE CENTER LINE OF DIRT ROAD, 4.5 FEET NORTH OF
 PC0812'WITNESS POST AND ON A PROMINENT BARE CONE SHAPED BUTTE.  THE MARK,
 PC0812'STAMPED CINNAMON 1953, IS A STANDARD DISK SET IN CONCRETE THAT
 PC0812'PROJECTS 4 INCHES.
 PC0812'
 PC0812'TO REACH THE STATION FROM THE DIAMOND LAKE GUARD STATION, GO NORTH
 PC0812'AND EAST ON MAIN TRAVELED ROAD FOR 6.8 MILES TO A SIDE ROAD RIGHT
 PC0812'AND SIGN CINNAMON BU. L.O., TURN RIGHT AND FOLLOW MAIN TRAVELED
 PC0812'ROAD FOR 3.9 MILES TO THE CINNAMON BU. L.O. AND THE STATION AS
 PC0812'DESCRIBED.
 PC0812'
 PC0812'REFERENCE MARK NO. 1 IS 21 FEET NORTHWEST OF THE CENTER LINE OF
 PC0812'DIRT ROAD.  THE MARK, STAMPED CINNAMON NO 1 1953, IS A STANDARD
 PC0812'DISK SET IN CONCRETE THAT PROJECTS 4 INCHES.
 PC0812'
 PC0812'REFERENCE MARK NO. 2 IS 4 FEET WEST OF THE L.O. STEPS AND 6 INCHES
 PC0812'NORTHEAST OF TOWER LEG.  THE MARK, STAMPED CINNAMON, IS A
 PC0812'U.S. DEPT. OF AGRI. FOREST SERVICE MARK SET IN A DRILL HOLE IN THE
 PC0812'NORTHWEST FOUNDATION OF L.O.
 PC0812
 PC0812                          STATION RECOVERY (1975)
 PC0812
 PC0812'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 PC0812'THE STATION MARK, AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 PC0812'CONDITION.  ROADS AND LANDMARKS HAVE CHANGED.  A NEW AND COMPLETE
 PC0812'DESCRIPTION FOLLOWS.
 PC0812'
 PC0812'THE STATION IS ON GOVERNMENT OWNED LAND IN THE NE 1/4 SECTION 9,
 PC0812'T 27 S R 5 E.
 PC0812'
 PC0812'TO REACH THE STATION FROM THE DIAMOND LAKE GUARD STATION GO NORTH
 PC0812'ON STATE HIGHWAY 138 FOR 5.7 MILES TO FOREST SERVICE ROAD 2711 ON
 PC0812'THE RIGHT, TURN RIGHT, AND GO EAST FOR 1.6 MILES TO A SIGN CINNAMON
 PC0812'BUTTE 2 IN TURN LEFT AS PER SIGN, AND GO NORTHEASTERLY ON FOREST
 PC0812'SERVICE ROAD 2711 FOR 1.5 MILES TO THE LOOKOUT, AND THE STATION
 PC0812'AT THE END OF THE ROAD.
 PC0812'
 PC0812'THE STATION MARK, STAMPED CINNAMON 1953, IS A STANDARD DISK SET
 PC0812'IN A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3-INCHES, 58
 PC0812'FEET NORTHWEST OF THE NORTHWEST LEG OF THE LOOKOUT TOWER, 24 FEET
 PC0812'NORTHWEST OF THE CENTER OF THE ROAD AROUND THE LOOKOUT, AND 2 FEET
 PC0812'EAST OF A METAL WITNESS POST.  (NOTE 1A AND 7A)
 PC0812'
 PC0812'REFERENCE MARK NO. 1, STAMPED CINNAMON NO 1 1953, IS A STANDARD
 PC0812'DISK SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 PC0812'3-INCHES, 23 FEET WEST OF THE CENTER OF THE ROAD AROUND THE
 PC0812'LOOKOUT, AND LEVEL WITH THE STATION.  (NOTE 11A)
 PC0812'
 PC0812'REFERENCE MARK NO. 2, STAMPED CINNAMON BU 1935, IS A U.S. DEPT. OF
 PC0812'AGRICULTURE FOREST SERVICE DISK CEMENTED IN A DRILL HOLE IN THE
 PC0812'NORTHWEST FOOTING FOR THE LOOKOUT, 34 FEET SOUTHEAST OF THE ROAD,
 PC0812'2 FEET SOUTHWEST OF THE BOTTOM STEP, 6-INCHES NORTHEAST OF THE
 PC0812'NORTHWEST LEG OF THE LOOKOUT, AND 2 FEET LOWER THAN THE STATION.
 PC0812'
 PC0812'THERE WAS NO SUITABLE PLACE TO ESTABLISH AN AZIMUTH MARK FOR
 PC0812'THIS STATION.
 PC0812'
 PC0812'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PC0812'5 MILES NORTH OF DIAMOND LAKE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0814 ***********************************************************************
 PC0814  DESIGNATION -  CINNAMON BU
 PC0814  PID         -  PC0814
 PC0814  STATE/COUNTY-  OR/DOUGLAS
 PC0814  USGS QUAD   -  MOUNT THIELSEN (1985)
 PC0814
 PC0814                         *CURRENT SURVEY CONTROL
 PC0814  ___________________________________________________________________
 PC0814* NAD 83(1991)-  43 14 27.46040(N)    122 06 34.96172(W)     ADJUSTED  
 PC0814* NAVD 88     -      1959.     (meters)    6427.     (feet)  SCALED    
 PC0814  ___________________________________________________________________
 PC0814  LAPLACE CORR-          10.13  (seconds)                    DEFLEC99
 PC0814  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 PC0814  HORZ ORDER  -  SECOND
 PC0814
 PC0814.The horizontal coordinates were established by classical geodetic methods
 PC0814.and adjusted by the National Geodetic Survey in October 1991.
 PC0814
 PC0814.The orthometric height was scaled from a topographic map.
 PC0814
 PC0814.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC0814
 PC0814.The geoid height was determined by GEOID03.
 PC0814
 PC0814;                    North         East     Units Scale Factor Converg.
 PC0814;SPC OR S     -   176,132.791 1,369,278.361   MT  0.99989540   -1 06 04.6
 PC0814;SPC OR S     -   577,863.49  4,492,383.07   iFT  0.99989540   -1 06 04.6
 PC0814;UTM  10      - 4,787,958.429   572,281.916   MT  0.99966427   +0 36 35.8
 PC0814
 PC0814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC0814!SPC OR S     -   0.99969622  x   0.99989540  =   0.99959165
 PC0814!UTM  10      -   0.99969622  x   0.99966427  =   0.99936059
 PC0814
 PC0814                          SUPERSEDED SURVEY CONTROL
 PC0814
 PC0814  NAD 83(1986)-  43 14 27.46363(N)    122 06 34.97537(W) AD(       ) 2
 PC0814  NAD 27      -  43 14 28.01170(N)    122 06 30.86640(W) AD(       ) 2
 PC0814
 PC0814.Superseded values are not recommended for survey control.
 PC0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0814.See file dsdata.txt to determine how the superseded data were derived.
 PC0814
 PC0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN7228287958(NAD 83)
 PC0814_MARKER: Z = SEE DESCRIPTION
 PC0814_SETTING: 0 = UNSPECIFIED SETTING
 PC0814_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PC0814
 PC0814  HISTORY     - Date     Condition        Report By
 PC0814  HISTORY     - 1953     MONUMENTED       USFS
 PC0814
 PC0814                          STATION DESCRIPTION
 PC0814
 PC0814'DESCRIBED BY US FOREST SERVICE 1953 (HSC)
 PC0814'LOCATED 6 MILES WEST OF THE CASCADE DIVIDE, 5 MILES NORTH OF
 PC0814'DIAMOND LAKE, 4 FEET WEST OF THE L.O. STEPS AND 6 INCHES NORTHEAST
 PC0814'OF TOWER LEG.
 PC0814'
 PC0814'TO REACH THE STATION FROM THE DIAMOND LAKE GUARD STATION, GO NORTH
 PC0814'AND EAST ON MAIN TRAVELED ROAD FOR 6.8 MILES TO A SIDE ROAD RIGHT
 PC0814'AND SIGN CINNAMON BU. L.O., TURN RIGHT AND FOLLOW MAIN TRAVELED
 PC0814'ROAD FOR 3.9 MILES TO THE CINNAMON BU. L.O. AND MARK AS DESCRIBED.
 PC0814'
 PC0814'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION CINNAMON,
 PC0814'DISTANCE BEING 45.08 FEET (13.741 METERS) SOUTHEAST OF STATION
 PC0814'CINNAMON.  THE MARK, STAMPED CINNAMON, IS A U.S. DEPT. OF
 PC0814'AGRI. FOREST SERVICE MARK SET IN A DRILL HOLE IN THE NORTHWEST
 PC0814'FOUNDATION OF L.O..
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1861 ***********************************************************************
 RD1861  DESIGNATION -  CITY
 RD1861  PID         -  RD1861
 RD1861  STATE/COUNTY-  OR/TILLAMOOK
 RD1861  USGS QUAD   -  NESTUCCA BAY (1985)
 RD1861
 RD1861                         *CURRENT SURVEY CONTROL
 RD1861  ___________________________________________________________________
 RD1861* NAD 83(1991)-  45 12 05.21564(N)    123 58 02.04067(W)     ADJUSTED  
 RD1861* NAVD 88     -        31.     (meters)     102.     (feet)  SCALED    
 RD1861  ___________________________________________________________________
 RD1861  LAPLACE CORR-          19.35  (seconds)                    DEFLEC99
 RD1861  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 RD1861  HORZ ORDER  -  THIRD
 RD1861
 RD1861.The horizontal coordinates were established by classical geodetic methods
 RD1861.and adjusted by the National Geodetic Survey in October 1991.
 RD1861
 RD1861.The orthometric height was scaled from a topographic map.
 RD1861
 RD1861.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1861
 RD1861.The geoid height was determined by GEOID03.
 RD1861
 RD1861;                    North         East     Units Scale Factor Converg.
 RD1861;SPC OR N     -   176,391.158 2,227,691.553   MT  0.99989475   -2 27 32.1
 RD1861;SPC OR N     -   578,711.15  7,308,699.32   iFT  0.99989475   -2 27 32.1
 RD1861;UTM  10      - 5,005,784.213   424,034.827   MT  0.99967095   -0 41 10.9
 RD1861
 RD1861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1861!SPC OR N     -   0.99999874  x   0.99989475  =   0.99989349
 RD1861!UTM  10      -   0.99999874  x   0.99967095  =   0.99966969
 RD1861
 RD1861                          SUPERSEDED SURVEY CONTROL
 RD1861
 RD1861  NAD 83(1986)-  45 12 05.24826(N)    123 58 02.04775(W) AD(       ) 3
 RD1861  NAD 27      -  45 12 05.90600(N)    123 57 57.65800(W) AD(       ) 3
 RD1861
 RD1861.Superseded values are not recommended for survey control.
 RD1861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1861.See file dsdata.txt to determine how the superseded data were derived.
 RD1861
 RD1861_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR2403505784(NAD 83)
 RD1861_MARKER: Z = SEE DESCRIPTION
 RD1861_SETTING: 0 = UNSPECIFIED SETTING
 RD1861_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD1861
 RD1861  HISTORY     - Date     Condition        Report By
 RD1861  HISTORY     - 1927     MONUMENTED       CGS
 RD1861  HISTORY     - 1933     SEE DESCRIPTION  CGS
 RD1861  HISTORY     - 1938     SEE DESCRIPTION  SPRR
 RD1861
 RD1861                          STATION DESCRIPTION
 RD1861
 RD1861'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (GLB)
 RD1861'STATION IS LOCATED ON BEACH OPPOSITE PACIFIC CITY.  ABOUT 150
 RD1861'METERS SW OF W END OF BRIDGE ACROSS NESTUCCA RIVER.  ON THE
 RD1861'HIGHEST OF SEVERAL LOW SAND DUNES PARTLY GRASS COVERED.  ABOUT
 RD1861'25 METERS BACK OF HIGH-WATER LINE.  THERE IS A SMALL LONE HOUSE
 RD1861'ABOUT 50 METERS N.
 RD1861'
 RD1861'SURFACE MARK IS A STANDARD BRONZE DISK SET IN CONCRETE AT THE
 RD1861'CENTER OF THE TOP OF A 10-INCH TILE, WHICH IS EMBEDDED IN THE
 RD1861'GROUND.
 RD1861'
 RD1861'UNDERGROUND MARK IS A STANDARD BRONZE DISK SET IN CONCRETE, 3
 RD1861'FEET BELOW THE SURFACE.
 RD1861'
 RD1861'REFERENCE MARK IS A 15-INCH FIR LOG SET ON END JUST BACK OF
 RD1861'HIGH-WATER LINE SET 5 FEET IN GROUND AND PROJECTS 5 FEET ABOVE THE
 RD1861'GROUND.
 RD1861'
 RD1861'THERE IS A GENERAL LAND OFFICE MARK 410.7 FEET NW OF
 RD1861'STATION.  THERE IS A LOG SET ON END ABOUT 2 FEET W OF IT.
 RD1861'
 RD1861'HEIGHT OF SIGNAL ABOVE STATION MARK - 3.0 METERS.
 RD1861
 RD1861                          STATION RECOVERY (1933)
 RD1861
 RD1861'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (LAM)
 RD1861'STATION IS ON THE PENINSULA W OF PACIFIC CITY, AND ABOUT 150
 RD1861'METERS SW OF THE W END OF THE BRIDGE ACROSS NESTUCCA RIVER AND
 RD1861'ABOUT 200 FEET S OF THE HARRIET F. THOMPSON HOMESTEAD.  IT IS ON
 RD1861'THE HIGHEST OF SEVERAL LOW DUNES AND ABOUT 25 METERS E OF THE
 RD1861'HIGH-WATER LINE.
 RD1861'
 RD1861'IT WAS REPORTED THAT A CONCRETE AND TILE POST WITH STATION MARK
 RD1861'WAS FOUND LYING BETWEEN THE SAND DUNES, BUT IT COULD NOT BE
 RD1861'DETERMINED IF IT WAS THE SURFACE OR THE UNDERGROUND MARK.  THE FIR
 RD1861'POST COULD NOT BE RECOVERED.  THE SAND HAS SHIFTED BADLY IN THIS
 RD1861'NEIGHBORHOOD.
 RD1861
 RD1861                          STATION RECOVERY (1938)
 RD1861
 RD1861'RECOVERY NOTE BY SOUTHERN PACIFIC RAILROAD 1938
 RD1861'ENGINEER DEPARTMENT, SOUTHERN PACIFIC COMPANY, PORTLAND, OREGON,
 RD1861'STATED THAT THE POST HOLDING THE MARK FOR STATION CITY HAD TIPPED
 RD1861'OVER AND WAS NO LONGER OF ANY VALUE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2169 ***********************************************************************
 RC2169  DESIGNATION -  CITY
 RC2169  PID         -  RC2169
 RC2169  STATE/COUNTY-  OR/HOOD RIVER
 RC2169  USGS QUAD   -  WHITE SALMON (1994)
 RC2169
 RC2169                         *CURRENT SURVEY CONTROL
 RC2169  ___________________________________________________________________
 RC2169* NAD 83(1991)-  45 42 27.06864(N)    121 29 19.85090(W)     ADJUSTED  
 RC2169* NAVD 88     -        62.     (meters)     203.     (feet)  SCALED    
 RC2169  ___________________________________________________________________
 RC2169  LAPLACE CORR-           3.59  (seconds)                    DEFLEC99
 RC2169  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 RC2169  HORZ ORDER  -  SECOND
 RC2169
 RC2169.The horizontal coordinates were established by classical geodetic methods
 RC2169.and adjusted by the National Geodetic Survey in October 1991.
 RC2169
 RC2169.The orthometric height was scaled from a topographic map.
 RC2169
 RC2169.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2169
 RC2169.The geoid height was determined by GEOID03.
 RC2169
 RC2169;                    North         East     Units Scale Factor Converg.
 RC2169;SPC OR N     -   227,258.186 2,423,004.654   MT  0.99993879   -0 42 04.6
 RC2169;SPC OR N     -   745,597.72  7,949,490.33   iFT  0.99993879   -0 42 04.6
 RC2169;SPC WA S     -    42,074.043   422,997.656   MT  1.00003089   -0 43 05.9
 RC2169;SPC WA S     -   138,037.92  1,387,784.81   sFT  1.00003089   -0 43 05.9
 RC2169;UTM  10      - 5,062,662.127   617,626.718   MT  0.99977010   +1 04 54.4
 RC2169
 RC2169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2169!SPC OR N     -   0.99999364  x   0.99993879  =   0.99993243
 RC2169!SPC WA S     -   0.99999364  x   1.00003089  =   1.00002453
 RC2169!UTM  10      -   0.99999364  x   0.99977010  =   0.99976374
 RC2169
 RC2169|---------------------------------------------------------------------|
 RC2169| PID    Reference Object                     Distance      Geod. Az  |
 RC2169|                                                           dddmmss.s |
 RC2169| CF4223 CITY RM 1                             7.194 METERS 15900     |
 RC2169| CF4224 CITY RM 2                            29.678 METERS 17428     |
 RC2169| RC2161 GEORGE                              239.078 METERS 21446     |
 RC2169|---------------------------------------------------------------------|
 RC2169
 RC2169                          SUPERSEDED SURVEY CONTROL
 RC2169
 RC2169  NAD 83(1986)-  45 42 27.08241(N)    121 29 19.85277(W) AD(       ) 2
 RC2169  NAD 27      -  45 42 27.65200(N)    121 29 15.59500(W) AD(       ) 2
 RC2169
 RC2169.Superseded values are not recommended for survey control.
 RC2169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2169.See file dsdata.txt to determine how the superseded data were derived.
 RC2169
 RC2169_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR1762762662(NAD 83)
 RC2169_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RC2169_SETTING: 66 = SET IN ROCK OUTCROP
 RC2169
 RC2169  HISTORY     - Date     Condition        Report By
 RC2169  HISTORY     - 1957     MONUMENTED       CGS
 RC2169  HISTORY     - 1959     SEE DESCRIPTION  CGS
 RC2169  HISTORY     - 1973     SEE DESCRIPTION  NGS
 RC2169
 RC2169                          STATION DESCRIPTION
 RC2169
 RC2169'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JBW)
 RC2169'THE STATION IS ABOUT 1-1/4 MILES EAST OF HOOD RIVER, AT THE
 RC2169'SOUTH SIDE OF THE HOOD RIVER CITY DUMP GROUND AND ON THE RIM OF
 RC2169'THE HIGH BLUFF ON THE SOUTH SIDE OF U.S. HIGHWAY 30 AND THE UNION
 RC2169'PACIFIC RAILROAD TRACKS.  IT IS ON THE MOST PROMINENT POINT OF
 RC2169'THE RIM TO THE SOUTH OF THE DUMP GROUND AND AT THE POINT WHERE
 RC2169'THE RIM BENDS SLIGHTLY TO THE WEST.
 RC2169'
 RC2169'TO REACH THE STATION FROM THE Y-INN, AT THE EAST SIDE OF HOOD
 RC2169'RIVER AND AT THE JUNCTION OF STATE HIGHWAY 35 AND THE OLD ROUTE
 RC2169'OF U.S. HIGHWAY 30, GO EASTERLY ON THE OLD ROUTE OF U.S. HIGHWAY
 RC2169'30 FOR 1.05 MILES TO THE SIDE ROAD ON THE LEFT LEADING TO THE
 RC2169'CITY DUMP GROUNDS.  TURN LEFT AND CONTINUE NORTH FOR 0.05 MILE
 RC2169'TO A ROAD FORK.  TAKE THE LEFT FORK, STRAIGHT AHEAD, AND
 RC2169'CONTINUE 0.1 MILE TO THE END OF TRUCK TRAVEL AT THE DUMP
 RC2169'GROUNDS.  FROM THE END OF TRUCK TRAVEL PACK SOUTH ABOUT 100
 RC2169'YARDS TO THE POINT OF THE RIM AND THE STATION.
 RC2169'
 RC2169'THE STATION MARK, STAMPED CITY 1957, IS A STANDARD DISK SET
 RC2169'FLUSH IN THE BARE BEDROCK OF THE POINT OF THE RIM, ABOUT 5 FEET
 RC2169'FROM THE EDGE OF THE RIM.
 RC2169'
 RC2169'REFERENCE MARK 1, STAMPED CITY NO 1 1957, IS A STANDARD DISK
 RC2169'SET FLUSH IN BARE BEDROCK ABOUT 4 FEET SOUTHWEST OF THE EDGE OF
 RC2169'THE RIM AND 2 FEET LOWER THAN THE STATION.
 RC2169'
 RC2169'REFERENCE MARK 2, STAMPED CITY NO 2 1957, IS A STANDARD DISK
 RC2169'SET IN A BEDROCK OUTCROP PROJECTING 6 INCHES ABOVE THE SURFACE
 RC2169'OF THE GROUND.  IT IS ABOUT 25 FEET WEST OF THE EDGE OF THE RIM
 RC2169'AND AT THE SAME ELEVATION AS THE STATION MARK.
 RC2169'
 RC2169'STATION GEORGE 1939 WILL SERVE AS THE AZIMUTH MARK FOR THIS
 RC2169'STATION.
 RC2169
 RC2169                          STATION RECOVERY (1959)
 RC2169
 RC2169'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LGT)
 RC2169'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 RC2169'
 RC2169'IN THE 1957 DESCRIPTION TO REACH STATION, ONE DIRECTION WAS IN
 RC2169'ERROR.
 RC2169'
 RC2169'NEW DESCRIPTION TO REACH STATION FOLLOWS--FROM THE Y-INN, AT
 RC2169'THE JUNCTION OF STATE HIGHWAY 35 AND THE OLD ROUTE OF
 RC2169'U.S. HIGHWAY 30, GO EASTERLY ON THE OLD ROUTE OF U.S. HIGHWAY 30
 RC2169'FOR 1.05 MILES TO THE SIDE ROAD ON THE LEFT LEADING TO THE CITY
 RC2169'DUMP GROUNDS.  TURN LEFT AND CONTINUE NORTH FOR 0.05 MILE TO A
 RC2169'ROAD FORK.  TAKE LEFT FORK, STRAIGHT AHEAD, AND CONTINUE 0.1
 RC2169'MILE TO THE END OF TRUCK TRAVEL AT THE DUMP GROUNDS.  FROM THE
 RC2169'END OF TRUCK TRAVEL PACK NORTH ABOUT 100 YARDS TO THE POINT OF
 RC2169'THE RIM AND THE STATION.
 RC2169
 RC2169                          STATION RECOVERY (1973)
 RC2169
 RC2169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 RC2169'THE STATION MARK, BOTH REFERENCE MARKS, AND TRIANGULATION STATION
 RC2169'GEORGE 1939, WHICH WAS USED FOR THE AZIMUTH MARK WAS RECOVERED IN
 RC2169'GOOD CONDITION.  LINE OF SIGHT WAS NOT CLEARED TO THE AZIMUTH
 RC2169'MARK.  THE ORIGINAL DESCRIPTION IS NOT ENTIRELY CORRECT.  A NEW
 RC2169'AND COMPLETE DESCRIPTION FOLLOWS.
 RC2169'
 RC2169'THE STATION IS 1-1/2 MILES EAST OF HOOD RIVER, ON A ROCK BLUFF
 RC2169'THAT OVERLOOKS THE COLUMBIA RIVER, AND THE HIGHWAY, ON CITY OWNED
 RC2169'PROPERTY.  PROCURE A KEY TO THE LOCKED GATE FROM THE HOOD RIVER
 RC2169'DEPARTMENT OF PUBLIC WORKS.
 RC2169'
 RC2169'TO REACH THE STATION FROM THE HOOD RIVER POST OFFICE GO EAST
 RC2169'ON CASCADE AVENUE FOR 0.1 MILE TO SECOND STREET, TURN RIGHT,
 RC2169'AND GO SOUTH ON SECOND STREET FOR 0.05 MILE TO U.S. HIGHWAY 30,
 RC2169'TURN LEFT, AND GO EAST ON U.S. HIGHWAY 30 FOR 0.6 TO THE JUNCTION
 RC2169'WITH STATE HIGHWAY 35, LEAVE THE HIGHWAYS, AND CONTINUE EAST ON
 RC2169'MACADAM ROAD, (OLD HIGHWAY) FOR 1.1 MILES TO THE ROAD TO THE
 RC2169'CITY DUMP, AND A LOCKED GATE ON THE LEFT, TURN LEFT, PASS THRU
 RC2169'THE LOCKED GATE, AND GO NORTHWEST THRU THE DUMP FOR 0.15
 RC2169'MILE TO THE END OF TRUCK TRAVEL.  HIKE NORTH 500 FEET TO THE
 RC2169'STATION ON THE RIM OF THE BLUFF.
 RC2169'
 RC2169'THE STATION MARK, STAMPED CITY 1957, IS A STANDARD DISK CEMENTED
 RC2169'IN A DRILL HOLE IN BEDROCK, 10 FEET SOUTH OF THE EDGE OF THE BLUFF.
 RC2169'
 RC2169'REFERENCE MARK NO. 1, STAMPED CITY NO 1 1957, IS A STANDARD DISK
 RC2169'CEMENTED IN A DRILL HOLE IN THE BEDROCK, 4 FEET SOUTHWEST OF THE
 RC2169'NORTHEAST EDGE OF THE BLUFF, AND 1 FOOT LOWER THAN THE STATION.
 RC2169'
 RC2169'REFERENCE MARK NO. 2, STAMPED CITY NO 2 1957, IS A STANDARD DISK
 RC2169'CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS 8-INCHES, 30
 RC2169'FEET SOUTHWEST OF THE NORTHEAST EDGE OF THE BLUFF, 10 FEET
 RC2169'SOUTHEAST OF THE REMAINS OF AN OLD FENCE LINE, AND 2 FEET HIGHER
 RC2169'THAN THE STATION.
 RC2169'
 RC2169'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 74.86 FEET OR
 RC2169'22.817 METERS.
 RC2169'
 RC2169'TRIANGULATION STATION GEORGE 1939 MAY BE USED FOR THE AZIMUTH
 RC2169'MARK SEE DESCRIPTION THEREOF.
 RC2169'
 RC2169'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RC2169'1-1/2 MILES EAST OF HOOD RIVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2324 ***********************************************************************
 QE2324  DESIGNATION -  CITY
 QE2324  PID         -  QE2324
 QE2324  STATE/COUNTY-  OR/LINCOLN
 QE2324  USGS QUAD   -  TOLEDO SOUTH (1984)
 QE2324
 QE2324                         *CURRENT SURVEY CONTROL
 QE2324  ___________________________________________________________________
 QE2324* NAD 83(1991)-  44 37 05.76881(N)    123 56 14.24392(W)     ADJUSTED  
 QE2324* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 QE2324  ___________________________________________________________________
 QE2324  LAPLACE CORR-          14.57  (seconds)                    DEFLEC99
 QE2324  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 QE2324  HORZ ORDER  -  THIRD
 QE2324
 QE2324.The horizontal coordinates were established by classical geodetic methods
 QE2324.and adjusted by the National Geodetic Survey in October 1991.
 QE2324
 QE2324.The orthometric height was scaled from a topographic map.
 QE2324
 QE2324.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2324
 QE2324.The geoid height was determined by GEOID03.
 QE2324
 QE2324;                    North         East     Units Scale Factor Converg.
 QE2324;SPC OR N     -   111,546.439 2,227,285.584   MT  0.99994043   -2 26 15.6
 QE2324;SPC OR N     -   365,966.01  7,307,367.40   iFT  0.99994043   -2 26 15.6
 QE2324;UTM  10      - 4,940,973.591   425,638.295   MT  0.99966800   -0 39 30.1
 QE2324
 QE2324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2324!SPC OR N     -   1.00000253  x   0.99994043  =   0.99994296
 QE2324!UTM  10      -   1.00000253  x   0.99966800  =   0.99967053
 QE2324
 QE2324:                Primary Azimuth Mark                     Grid Az
 QE2324:SPC OR N     -  STREAM                                   178 43 21.0
 QE2324:UTM  10      -  STREAM                                   176 56 35.5
 QE2324
 QE2324|---------------------------------------------------------------------|
 QE2324| PID    Reference Object                     Distance      Geod. Az  |
 QE2324|                                                           dddmmss.s |
 QE2324| QE2334 STREAM                              APPROX. 0.6 KM 1761705.4 |
 QE2324| QE2353 FRONT RANGE 11                      378.980 METERS 19210     |
 QE2324| QE2376 DEPOT SLOUGH LIGHT                  408.035 METERS 2082938.2 |
 QE2324| QE2360 HOG                                 349.840 METERS 21756     |
 QE2324| QE2381 DAY BEACON                          APPROX. 0.6 KM 2380829.9 |
 QE2324| QE2349 TOLEDO BEACON 10                    APPROX. 1.0 KM 2435150.7 |
 QE2324| QE2344 TOLEDO BEACON 12                    APPROX. 0.8 KM 2472148.7 |
 QE2324| QE2392 FRONT RANGE 10                      APPROX. 0.5 KM 2525919.9 |
 QE2324| QE2382 REAR RANGE 10                       487.267 METERS 2535847.5 |
 QE2324| QE2348 SAW                                 APPROX. 0.9 KM 2540638.1 |
 QE2324| QE2326 FRONT RANGE 9                       APPROX. 0.7 KM 2584439.3 |
 QE2324| QE2327 REAR RANGE 9                        APPROX. 0.7 KM 2603234.3 |
 QE2324|---------------------------------------------------------------------|
 QE2324
 QE2324                          SUPERSEDED SURVEY CONTROL
 QE2324
 QE2324  NAD 83(1986)-  44 37 05.80028(N)    123 56 14.30844(W) AD(       ) 3
 QE2324  NAD 27      -  44 37 06.40600(N)    123 56 09.94400(W) AD(       ) 3
 QE2324
 QE2324.Superseded values are not recommended for survey control.
 QE2324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2324.See file dsdata.txt to determine how the superseded data were derived.
 QE2324
 QE2324_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ2563840974(NAD 83)
 QE2324_MARKER: Z = SEE DESCRIPTION
 QE2324_SETTING: 0 = UNSPECIFIED SETTING
 QE2324_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE2324
 QE2324  HISTORY     - Date     Condition        Report By
 QE2324  HISTORY     - 1914     MONUMENTED       CGS
 QE2324  HISTORY     - 1953     SEE DESCRIPTION  CGS
 QE2324
 QE2324                          STATION DESCRIPTION
 QE2324
 QE2324'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (JWM)
 QE2324'THE STATION IS IN THE CITY OF TOLEDO, CLOSE TO THE CITY DOCK,
 QE2324'ALSO ON A LINE WITH THE EXTENSION OF THE PRINCIPAL STREET OF
 QE2324'THE CITY ON AN EMBANKMENT ABOUT 25 FEET ABOVE HIGH WATER BETWEEN
 QE2324'THE RAILROAD TRACK AND THE RIVER.
 QE2324'
 QE2324'THE STATION IS MARKED BY A BOTTLE SET 3 FEET BELOW THE SURFACE,
 QE2324'AND AT THE SURFACE BY A STANDARD DISK IN A CYLINDRICAL BED OF
 QE2324'CONCRETE 8 INCHES IN DIAMETER BY 2 FEET DEEP.
 QE2324'
 QE2324'THE REFERENCE MARK IS A STANDARD DISK SET IN CONCRETE, 3.05
 QE2324'METERS S (MAGNETIC).
 QE2324
 QE2324                          STATION RECOVERY (1953)
 QE2324
 QE2324'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (FAR)
 QE2324'A THOROUGH SEARCH OF THE LOCALITY DID NOT REVEAL THE STATION OR
 QE2324'THE REFERENCE MARK.  SOME FILLING HAS BEEN DONE IN THE AREA, AND
 QE2324'TWO BUILDINGS ERECTED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0516 ***********************************************************************
 RD0516  DESIGNATION -  CITY 1294
 RD0516  PID         -  RD0516
 RD0516  STATE/COUNTY-  OR/MULTNOMAH
 RD0516  USGS QUAD   -  LINNTON (1990)
 RD0516
 RD0516                         *CURRENT SURVEY CONTROL
 RD0516  ___________________________________________________________________
 RD0516* NAD 83(1986)-  45 36 14.     (N)    122 47 24.     (W)     SCALED    
 RD0516* NAVD 88     -        20.096  (meters)      65.93   (feet)  POSTED    
 RD0516  ___________________________________________________________________
 RD0516  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 RD0516  DYNAMIC HT  -          20.100 (meters)      65.94  (feet)  COMP
 RD0516  MODELED GRAV-     980,622.1   (mgal)                       NAVD 88
 RD0516
 RD0516  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 RD0516
 RD0516.The horizontal coordinates were scaled from a topographic map and have
 RD0516.an estimated accuracy of +/- 6 seconds.
 RD0516
 RD0516.The orthometric height was determined by differential leveling
 RD0516.and adjusted by the  in 1992.
 RD0516.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 RD0516.rate of 2.1 thru 3.0 mm/km.
 RD0516
 RD0516.The geoid height was determined by GEOID03.
 RD0516
 RD0516.The dynamic height is computed by dividing the NAVD 88
 RD0516.geopotential number by the normal gravity value computed on the
 RD0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0516.degrees latitude (g = 980.6199 gals.).
 RD0516
 RD0516.The modeled gravity was interpolated from observed gravity values.
 RD0516
 RD0516;                    North         East    Units  Estimated Accuracy
 RD0516;SPC OR N     -   217,800.    2,321,390.      MT  (+/- 180 meters Scaled)
 RD0516
 RD0516                          SUPERSEDED SURVEY CONTROL
 RD0516
 RD0516  NGVD 29 (??/??/92)   19.062  (m)           62.54   (f) ADJ UNCH    1 2
 RD0516
 RD0516.Superseded values are not recommended for survey control.
 RD0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0516.See file dsdata.txt to determine how the superseded data were derived.
 RD0516
 RD0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER163500(NAD 83)
 RD0516_MARKER: DD = SURVEY DISK
 RD0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0516_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0516_STAMPING: NO 1294
 RD0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0516+STABILITY: SURFACE MOTION
 RD0516
 RD0516  HISTORY     - Date     Condition        Report By
 RD0516  HISTORY     - UNK      MONUMENTED       LOCENG
 RD0516  HISTORY     - 1935     GOOD             NGS
 RD0516  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 RD0516
 RD0516                          STATION DESCRIPTION
 RD0516
 RD0516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 RD0516'IN PORTLAND.
 RD0516'IN THE NORTHWEST PART OF PORTLAND, MULTNOMAH COUNTY, AT LINNTON, 0.5
 RD0516'MILE NORTHWEST ALONG NORTHWEST ST. HELENS ROAD (COLUMBIA RIVER
 RD0516'HIGHWAY) FROM ITS INTERSECTION WITH NORTHWEST ONE HUNDRED AND SEVENTH
 RD0516'AVENUE, NEAR THE SOUTHEAST END OF A CURVE, 10 FEET SOUTHEAST OF THE
 RD0516'STEPS LEADING TO 11459 N.W. ST. HELENS ROAD, 40 FEET SOUTHWEST OF THE
 RD0516'HIGHWAY CENTERLINE, ON THE TOP OF A 5 FOOT CUT BANK, IN THE TOP OF A
 RD0516'THREE FOOT HIGH STONE POST LETTERED P 9.  A CITY OF PORTLAND STANDARD
 RD0516'DISK STAMPED NO 1294.
 RD0516
 RD0516                          STATION RECOVERY (1990)
 RD0516
 RD0516'RECOVERY NOTE BY US POWER SQUADRON 1990 (FV)
 RD0516'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0518 ***********************************************************************
 RD0518  DESIGNATION -  CITY 1295
 RD0518  PID         -  RD0518
 RD0518  STATE/COUNTY-  OR/MULTNOMAH
 RD0518  USGS QUAD   -  LINNTON (1990)
 RD0518
 RD0518                         *CURRENT SURVEY CONTROL
 RD0518  ___________________________________________________________________
 RD0518* NAD 83(1986)-  45 36 40.     (N)    122 47 49.     (W)     SCALED    
 RD0518* NAVD 88     -        20.043  (meters)      65.76   (feet)  POSTED    
 RD0518  ___________________________________________________________________
 RD0518  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 RD0518  DYNAMIC HT  -          20.040 (meters)      65.75  (feet)  COMP
 RD0518  MODELED GRAV-     980,622.8   (mgal)                       NAVD 88
 RD0518
 RD0518  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 RD0518
 RD0518.The horizontal coordinates were scaled from a topographic map and have
 RD0518.an estimated accuracy of +/- 6 seconds.
 RD0518
 RD0518.The orthometric height was determined by differential leveling
 RD0518.and adjusted by the  in 1992.
 RD0518.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 RD0518.rate of 2.1 thru 3.0 mm/km.
 RD0518
 RD0518.The geoid height was determined by GEOID03.
 RD0518
 RD0518.The dynamic height is computed by dividing the NAVD 88
 RD0518.geopotential number by the normal gravity value computed on the
 RD0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0518.degrees latitude (g = 980.6199 gals.).
 RD0518
 RD0518.The modeled gravity was interpolated from observed gravity values.
 RD0518
 RD0518;                    North         East    Units  Estimated Accuracy
 RD0518;SPC OR N     -   218,620.    2,320,870.      MT  (+/- 180 meters Scaled)
 RD0518
 RD0518                          SUPERSEDED SURVEY CONTROL
 RD0518
 RD0518  NGVD 29 (??/??/92)   19.010  (m)           62.37   (f) ADJ UNCH    1 2
 RD0518
 RD0518.Superseded values are not recommended for survey control.
 RD0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0518.See file dsdata.txt to determine how the superseded data were derived.
 RD0518
 RD0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER158508(NAD 83)
 RD0518_MARKER: Z = SEE DESCRIPTION
 RD0518_SETTING: 0 = UNSPECIFIED SETTING
 RD0518_STAMPING: 1295
 RD0518_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0518
 RD0518  HISTORY     - Date     Condition        Report By
 RD0518  HISTORY     - UNK      MONUMENTED       LOCENG
 RD0518  HISTORY     - 1935     GOOD             NGS
 RD0518  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 RD0518
 RD0518                          STATION DESCRIPTION
 RD0518
 RD0518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 RD0518'IN PORTLAND.
 RD0518'IN THE NORTHWEST PART OF PORTLAND, MULTNOMAH COUNTY, AT LINNTON, 1.0
 RD0518'MILE NORTHWEST ALONG NORTHWEST ST. HELENS ROAD (COLUMBIA HIGHWAY) FROM
 RD0518'ITS INTERSECTION WITH NORTHWEST ONE HUNDRED AND SEVENTH AVENUE, AT A
 RD0518'POWER LINE CROSSING, AT THE FORMER UNITED RAILWAYS CROSSING, 87 FEET
 RD0518'NORTHWEST OF A HIGHWAY PIPE CULVERT IN A SMALL DRAW, 47 FEET SOUTHWEST
 RD0518'OF THE HIGHWAY CENTERLINE, AT THE TOE OF A CUT BANK FOR A FOOT PATH, 6
 RD0518'FEET ABOVE THE ROADWAY AND SURROUNDED BY A ROCK CAIRN. A CITY OF
 RD0518'PORTLAND IRON POST STAMPED 1295.
 RD0518
 RD0518                          STATION RECOVERY (1990)
 RD0518
 RD0518'RECOVERY NOTE BY US POWER SQUADRON 1990 (FV)
 RD0518'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0519 ***********************************************************************
 RD0519  DESIGNATION -  CITY 1296
 RD0519  PID         -  RD0519
 RD0519  STATE/COUNTY-  OR/MULTNOMAH
 RD0519  USGS QUAD   -  LINNTON (1990)
 RD0519
 RD0519                         *CURRENT SURVEY CONTROL
 RD0519  ___________________________________________________________________
 RD0519* NAD 83(1986)-  45 36 54.     (N)    122 48 08.     (W)     SCALED    
 RD0519* NAVD 88     -        20.478  (meters)      67.18   (feet)  POSTED    
 RD0519  ___________________________________________________________________
 RD0519  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 RD0519  DYNAMIC HT  -          20.480 (meters)      67.19  (feet)  COMP
 RD0519  MODELED GRAV-     980,623.2   (mgal)                       NAVD 88
 RD0519
 RD0519  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 RD0519
 RD0519.The horizontal coordinates were scaled from a topographic map and have
 RD0519.an estimated accuracy of +/- 6 seconds.
 RD0519
 RD0519.The orthometric height was determined by differential leveling
 RD0519.and adjusted by the  in 1992.
 RD0519.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 RD0519.rate of 2.1 thru 3.0 mm/km.
 RD0519
 RD0519.The geoid height was determined by GEOID03.
 RD0519
 RD0519.The dynamic height is computed by dividing the NAVD 88
 RD0519.geopotential number by the normal gravity value computed on the
 RD0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0519.degrees latitude (g = 980.6199 gals.).
 RD0519
 RD0519.The modeled gravity was interpolated from observed gravity values.
 RD0519
 RD0519;                    North         East    Units  Estimated Accuracy
 RD0519;SPC OR N     -   219,060.    2,320,470.      MT  (+/- 180 meters Scaled)
 RD0519
 RD0519                          SUPERSEDED SURVEY CONTROL
 RD0519
 RD0519  NGVD 29 (??/??/92)   19.446  (m)           63.80   (f) ADJ UNCH    1 2
 RD0519
 RD0519.Superseded values are not recommended for survey control.
 RD0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0519.See file dsdata.txt to determine how the superseded data were derived.
 RD0519
 RD0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER154512(NAD 83)
 RD0519_MARKER: DD = SURVEY DISK
 RD0519_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD0519_SP_SET: ROCK WALL
 RD0519_STAMPING: 1296
 RD0519_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0519
 RD0519  HISTORY     - Date     Condition        Report By
 RD0519  HISTORY     - UNK      MONUMENTED       LOCENG
 RD0519  HISTORY     - 1941     GOOD             NGS
 RD0519  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RD0519  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 RD0519  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 RD0519
 RD0519                          STATION DESCRIPTION
 RD0519
 RD0519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 RD0519'1.3 MI NW FROM LINNTON.
 RD0519'ALONG U. S. HIGHWAY 30, 18 FEET NORTH OF PORTLAND CITY BOUNDARY
 RD0519'MONUMENT, 2 FEET ABOVE GRADE, IN TOP OF RECTANGULAR ROCK OF NATURAL
 RD0519'ROCK WALL, WITNESS POST MARKED USBM.
 RD0519
 RD0519                          STATION RECOVERY (1988)
 RD0519
 RD0519'RECOVERY NOTE BY US POWER SQUADRON 1988 (GAN)
 RD0519'MARK NOT FOUND.
 RD0519
 RD0519                          STATION RECOVERY (1989)
 RD0519
 RD0519'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RD0519'MARK NOT FOUND.
 RD0519
 RD0519                          STATION RECOVERY (1990)
 RD0519
 RD0519'RECOVERY NOTE BY US POWER SQUADRON 1990 (FV)
 RD0519'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0380 ***********************************************************************
 RD0380  DESIGNATION -  CITY 1370
 RD0380  PID         -  RD0380
 RD0380  STATE/COUNTY-  OR/MULTNOMAH
 RD0380  USGS QUAD   -  PORTLAND (1990)
 RD0380
 RD0380                         *CURRENT SURVEY CONTROL
 RD0380  ___________________________________________________________________
 RD0380* NAD 83(1986)-  45 31 04.     (N)    122 41 33.     (W)     SCALED    
 RD0380* NAVD 88     -        35.342  (meters)     115.95   (feet)  ADJUSTED  
 RD0380  ___________________________________________________________________
 RD0380  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 RD0380  DYNAMIC HT  -          35.342 (meters)     115.95  (feet)  COMP
 RD0380  MODELED GRAV-     980,623.5   (mgal)                       NAVD 88
 RD0380
 RD0380  VERT ORDER  -  SECOND    CLASS 0
 RD0380
 RD0380.The horizontal coordinates were scaled from a topographic map and have
 RD0380.an estimated accuracy of +/- 6 seconds.
 RD0380
 RD0380.The orthometric height was determined by differential leveling
 RD0380.and adjusted in June 1991.
 RD0380
 RD0380.The geoid height was determined by GEOID03.
 RD0380
 RD0380.The dynamic height is computed by dividing the NAVD 88
 RD0380.geopotential number by the normal gravity value computed on the
 RD0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0380.degrees latitude (g = 980.6199 gals.).
 RD0380
 RD0380.The modeled gravity was interpolated from observed gravity values.
 RD0380
 RD0380;                    North         East    Units  Estimated Accuracy
 RD0380;SPC OR N     -   208,020.    2,328,730.      MT  (+/- 180 meters Scaled)
 RD0380
 RD0380                          SUPERSEDED SURVEY CONTROL
 RD0380
 RD0380  NGVD 29 (??/??/92)   34.276  (m)          112.45   (f) ADJ UNCH    2 0
 RD0380
 RD0380.Superseded values are not recommended for survey control.
 RD0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0380.See file dsdata.txt to determine how the superseded data were derived.
 RD0380
 RD0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER240405(NAD 83)
 RD0380_MARKER: DD = SURVEY DISK
 RD0380_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD0380_SP_SET: CURB
 RD0380_STAMPING: 1370
 RD0380_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0380
 RD0380  HISTORY     - Date     Condition        Report By
 RD0380  HISTORY     - UNK      MONUMENTED       LOCENG
 RD0380  HISTORY     - 1952     GOOD             NGS
 RD0380  HISTORY     - 1988     GOOD             USPSQD
 RD0380  HISTORY     - 1989     GOOD             USPSQD
 RD0380  HISTORY     - 1990     GOOD             USPSQD
 RD0380  HISTORY     - 20021116 MARK NOT FOUND   USPSQD
 RD0380
 RD0380                          STATION DESCRIPTION
 RD0380
 RD0380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 RD0380'IN PORTLAND.
 RD0380'AT PORTLAND, MULTNOMAH COUNTY, IN THE CURB AT THE NORTHWEST CORNER OF
 RD0380'SOUTHWEST JEFFERSON STREET AND SOUTHWEST 18TH AVENUE, 38.6 FEET NORTH
 RD0380'OF THE CENTER LINE OF JEFFERSON STREET, 15 FEET SOUTHEAST OF THE ROOF
 RD0380'SUPPORT OF THE STANDARD OIL STATION 10 FEET EAST OF A TELEPHONE POLE,
 RD0380'8 FEET EAST OF A FIRE HYDRANT, AND 3 FEET EAST OF A STOP LIGHT.
 RD0380
 RD0380                          STATION RECOVERY (1988)
 RD0380
 RD0380'RECOVERY NOTE BY US POWER SQUADRON 1988 (KRN)
 RD0380'RECOVERED IN GOOD CONDITION.
 RD0380
 RD0380                          STATION RECOVERY (1989)
 RD0380
 RD0380'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RD0380'RECOVERED IN GOOD CONDITION.
 RD0380
 RD0380                          STATION RECOVERY (1990)
 RD0380
 RD0380'RECOVERY NOTE BY US POWER SQUADRON 1990 (KRN)
 RD0380'RECOVERED IN GOOD CONDITION.
 RD0380
 RD0380                          STATION RECOVERY (2002)
 RD0380
 RD0380'RECOVERY NOTE BY US POWER SQUADRON 2002
 RD0380'NEW SIDEWALK AND CURBS WERE INSTALLED DURING THE CONSTRUCTION OF LIGHT
 RD0380'RAIL.  MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0381 ***********************************************************************
 RD0381  DESIGNATION -  CITY 1372
 RD0381  PID         -  RD0381
 RD0381  STATE/COUNTY-  OR/MULTNOMAH
 RD0381  USGS QUAD   -  PORTLAND (1990)
 RD0381
 RD0381                         *CURRENT SURVEY CONTROL
 RD0381  ___________________________________________________________________
 RD0381* NAD 83(1986)-  45 31 08.     (N)    122 42 00.     (W)     SCALED    
 RD0381* NAVD 88     -        63.536  (meters)     208.45   (feet)  ADJUSTED  
 RD0381  ___________________________________________________________________
 RD0381  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 RD0381  DYNAMIC HT  -          63.536 (meters)     208.45  (feet)  COMP
 RD0381  MODELED GRAV-     980,618.2   (mgal)                       NAVD 88
 RD0381
 RD0381  VERT ORDER  -  SECOND    CLASS 0
 RD0381
 RD0381.The horizontal coordinates were scaled from a topographic map and have
 RD0381.an estimated accuracy of +/- 6 seconds.
 RD0381
 RD0381.The orthometric height was determined by differential leveling
 RD0381.and adjusted in June 1991.
 RD0381.WARNING-Repeat measurements at this control monument indicate possible
 RD0381.vertical movement.
 RD0381
 RD0381.The geoid height was determined by GEOID03.
 RD0381
 RD0381.The dynamic height is computed by dividing the NAVD 88
 RD0381.geopotential number by the normal gravity value computed on the
 RD0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0381.degrees latitude (g = 980.6199 gals.).
 RD0381
 RD0381.The modeled gravity was interpolated from observed gravity values.
 RD0381
 RD0381;                    North         East    Units  Estimated Accuracy
 RD0381;SPC OR N     -   208,160.    2,328,150.      MT  (+/- 180 meters Scaled)
 RD0381
 RD0381                          SUPERSEDED SURVEY CONTROL
 RD0381
 RD0381  NGVD 29 (??/??/92)   62.463  (m)          204.93   (f) ADJ UNCH    2 0
 RD0381
 RD0381.Superseded values are not recommended for survey control.
 RD0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0381.See file dsdata.txt to determine how the superseded data were derived.
 RD0381
 RD0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER234406(NAD 83)
 RD0381_MARKER: DD = SURVEY DISK
 RD0381_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RD0381_SP_SET: BRIDGE
 RD0381_STAMPING: 1372
 RD0381_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RD0381
 RD0381  HISTORY     - Date     Condition        Report By
 RD0381  HISTORY     - UNK      MONUMENTED       LOCENG
 RD0381  HISTORY     - 1934     GOOD             NGS
 RD0381  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RD0381
 RD0381                          STATION DESCRIPTION
 RD0381
 RD0381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RD0381'IN PORTLAND.
 RD0381'SET HORIZONTALLY IN FIRST BRIDGE WEST OF VISTA AVE VIADUCT.  2.4 FEET
 RD0381'SOUTH OF THE NORTH END OF BRIDGE, 4.5 INCHES ABOVE PAVEMENT, 25 FEET
 RD0381'WEST OF THE CENTERLINE OF STREET.
 RD0381
 RD0381                          STATION RECOVERY (1988)
 RD0381
 RD0381'RECOVERY NOTE BY US POWER SQUADRON 1988 (KRN)
 RD0381'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0331 ***********************************************************************
 RD0331  DESIGNATION -  CITY 1375
 RD0331  PID         -  RD0331
 RD0331  STATE/COUNTY-  OR/MULTNOMAH
 RD0331  USGS QUAD   -  LAKE OSWEGO (1984)
 RD0331
 RD0331                         *CURRENT SURVEY CONTROL
 RD0331  ___________________________________________________________________
 RD0331* NAD 83(1986)-  45 29 55.     (N)    122 38 33.     (W)     SCALED    
 RD0331* NAVD 88     -        27.406  (meters)      89.91   (feet)  ADJUSTED  
 RD0331  ___________________________________________________________________
 RD0331  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 RD0331  DYNAMIC HT  -          27.406 (meters)      89.91  (feet)  COMP
 RD0331  MODELED GRAV-     980,626.5   (mgal)                       NAVD 88
 RD0331
 RD0331  VERT ORDER  -  SECOND    CLASS 0
 RD0331
 RD0331.The horizontal coordinates were scaled from a topographic map and have
 RD0331.an estimated accuracy of +/- 6 seconds.
 RD0331
 RD0331.The orthometric height was determined by differential leveling
 RD0331.and adjusted in June 1991.
 RD0331
 RD0331.The geoid height was determined by GEOID03.
 RD0331
 RD0331.The dynamic height is computed by dividing the NAVD 88
 RD0331.geopotential number by the normal gravity value computed on the
 RD0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0331.degrees latitude (g = 980.6199 gals.).
 RD0331
 RD0331.The modeled gravity was interpolated from observed gravity values.
 RD0331
 RD0331;                    North         East    Units  Estimated Accuracy
 RD0331;SPC OR N     -   205,790.    2,332,580.      MT  (+/- 180 meters Scaled)
 RD0331
 RD0331                          SUPERSEDED SURVEY CONTROL
 RD0331
 RD0331  NGVD 29 (??/??/92)   26.341  (m)           86.42   (f) ADJ UNCH    2 0
 RD0331
 RD0331.Superseded values are not recommended for survey control.
 RD0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0331.See file dsdata.txt to determine how the superseded data were derived.
 RD0331
 RD0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER279384(NAD 83)
 RD0331_MARKER: DD = SURVEY DISK
 RD0331_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD0331_SP_SET: CURB
 RD0331_STAMPING: 1375
 RD0331_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0331_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RD0331+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2004
 RD0331
 RD0331  HISTORY     - Date     Condition        Report By
 RD0331  HISTORY     - UNK      MONUMENTED       LOCENG
 RD0331  HISTORY     - 1947     GOOD             NGS
 RD0331  HISTORY     - 1952     GOOD             NGS
 RD0331  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RD0331  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 RD0331  HISTORY     - 20040527 GOOD             USPSQD
 RD0331
 RD0331                          STATION DESCRIPTION
 RD0331
 RD0331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 RD0331'IN PORTLAND.
 RD0331'IN THE SOUTHEAST PART OF PORTLAND, MULTNOMAH COUNTY, AT THE SOUTHWEST
 RD0331'CORNER OF THE INTERSECTION OF SOUTHEAST POWELL BOULEVARD AND SOUTHEAST
 RD0331'TWENTY-SIXTH AVENUE, AND IN THE CURB.  A CITY OF PORTLAND STANDARD
 RD0331'CLASS B DISK, STAMPED 1375.
 RD0331
 RD0331                          STATION RECOVERY (1952)
 RD0331
 RD0331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 RD0331'RECOVERED IN GOOD CONDITION.
 RD0331
 RD0331                          STATION RECOVERY (1988)
 RD0331
 RD0331'RECOVERY NOTE BY US POWER SQUADRON 1988 (KRN)
 RD0331'MARK NOT FOUND.
 RD0331
 RD0331                          STATION RECOVERY (1990)
 RD0331
 RD0331'RECOVERY NOTE BY US POWER SQUADRON 1990 (FV)
 RD0331'MARK NOT FOUND.
 RD0331
 RD0331                          STATION RECOVERY (2004)
 RD0331
 RD0331'RECOVERY NOTE BY US POWER SQUADRON 2004 (DAF)
 RD0331'MARK NOT FOUND.  SIDEWALK IS LESS THAN 20 YEARS OLD, THE MARK SHOULD
 RD0331'BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0332 ***********************************************************************
 RD0332  DESIGNATION -  CITY 1376
 RD0332  PID         -  RD0332
 RD0332  STATE/COUNTY-  OR/MULTNOMAH
 RD0332  USGS QUAD   -  LAKE OSWEGO (1984)
 RD0332
 RD0332                         *CURRENT SURVEY CONTROL
 RD0332  ___________________________________________________________________
 RD0332* NAD 83(1986)-  45 29 49.     (N)    122 37 34.     (W)     SCALED    
 RD0332* NAVD 88     -        51.258  (meters)     168.17   (feet)  ADJUSTED  
 RD0332  ___________________________________________________________________
 RD0332  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 RD0332  DYNAMIC HT  -          51.259 (meters)     168.17  (feet)  COMP
 RD0332  MODELED GRAV-     980,624.0   (mgal)                       NAVD 88
 RD0332
 RD0332  VERT ORDER  -  SECOND    CLASS 0
 RD0332
 RD0332.The horizontal coordinates were scaled from a topographic map and have
 RD0332.an estimated accuracy of +/- 6 seconds.
 RD0332
 RD0332.The orthometric height was determined by differential leveling
 RD0332.and adjusted in June 1991.
 RD0332
 RD0332.The geoid height was determined by GEOID03.
 RD0332
 RD0332.The dynamic height is computed by dividing the NAVD 88
 RD0332.geopotential number by the normal gravity value computed on the
 RD0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0332.degrees latitude (g = 980.6199 gals.).
 RD0332
 RD0332.The modeled gravity was interpolated from observed gravity values.
 RD0332
 RD0332;                    North         East    Units  Estimated Accuracy
 RD0332;SPC OR N     -   205,570.    2,333,850.      MT  (+/- 180 meters Scaled)
 RD0332
 RD0332                          SUPERSEDED SURVEY CONTROL
 RD0332
 RD0332  NGVD 29 (??/??/92)   50.194  (m)          164.68   (f) ADJ UNCH    2 0
 RD0332
 RD0332.Superseded values are not recommended for survey control.
 RD0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0332.See file dsdata.txt to determine how the superseded data were derived.
 RD0332
 RD0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER292382(NAD 83)
 RD0332_MARKER: DD = SURVEY DISK
 RD0332_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD0332_SP_SET: CURB
 RD0332_STAMPING: 1376
 RD0332_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0332
 RD0332  HISTORY     - Date     Condition        Report By
 RD0332  HISTORY     - UNK      MONUMENTED       LOCENG
 RD0332  HISTORY     - 1934     GOOD             NGS
 RD0332  HISTORY     - 1952     GOOD             NGS
 RD0332  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RD0332  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 RD0332
 RD0332                          STATION DESCRIPTION
 RD0332
 RD0332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RD0332'IN PORTLAND.
 RD0332'IN S.E. PART OF PORTLAND AT THE INTERSECTION OF S.E. POWELL BLVD, AND
 RD0332'39TH AVE, ON TOP OF S.E. CURB.
 RD0332
 RD0332                          STATION RECOVERY (1952)
 RD0332
 RD0332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 RD0332'RECOVERED IN GOOD CONDITION.
 RD0332
 RD0332                          STATION RECOVERY (1988)
 RD0332
 RD0332'RECOVERY NOTE BY US POWER SQUADRON 1988 (KRN)
 RD0332'MARK NOT FOUND.
 RD0332
 RD0332                          STATION RECOVERY (1990)
 RD0332
 RD0332'RECOVERY NOTE BY US POWER SQUADRON 1990 (FV)
 RD0332'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0338 ***********************************************************************
 RD0338  DESIGNATION -  CITY 164
 RD0338  PID         -  RD0338
 RD0338  STATE/COUNTY-  OR/MULTNOMAH
 RD0338  USGS QUAD   -  GLADSTONE (1984)
 RD0338
 RD0338                         *CURRENT SURVEY CONTROL
 RD0338  ___________________________________________________________________
 RD0338* NAD 83(1986)-  45 29 50.     (N)    122 35 50.     (W)     SCALED    
 RD0338* NAVD 88     -        71.391  (meters)     234.22   (feet)  ADJUSTED  
 RD0338  ___________________________________________________________________
 RD0338  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 RD0338  DYNAMIC HT  -          71.391 (meters)     234.22  (feet)  COMP
 RD0338  MODELED GRAV-     980,621.0   (mgal)                       NAVD 88
 RD0338
 RD0338  VERT ORDER  -  SECOND    CLASS 0
 RD0338
 RD0338.The horizontal coordinates were scaled from a topographic map and have
 RD0338.an estimated accuracy of +/- 6 seconds.
 RD0338
 RD0338.The orthometric height was determined by differential leveling
 RD0338.and adjusted in June 1991.
 RD0338
 RD0338.The geoid height was determined by GEOID03.
 RD0338
 RD0338.The dynamic height is computed by dividing the NAVD 88
 RD0338.geopotential number by the normal gravity value computed on the
 RD0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0338.degrees latitude (g = 980.6199 gals.).
 RD0338
 RD0338.The modeled gravity was interpolated from observed gravity values.
 RD0338
 RD0338;                    North         East    Units  Estimated Accuracy
 RD0338;SPC OR N     -   205,540.    2,336,110.      MT  (+/- 180 meters Scaled)
 RD0338
 RD0338                          SUPERSEDED SURVEY CONTROL
 RD0338
 RD0338  NGVD 29 (??/??/92)   70.326  (m)          230.73   (f) ADJ UNCH    2 0
 RD0338
 RD0338.Superseded values are not recommended for survey control.
 RD0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0338.See file dsdata.txt to determine how the superseded data were derived.
 RD0338
 RD0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER314382(NAD 83)
 RD0338_MARKER: DD = SURVEY DISK
 RD0338_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD0338_SP_SET: CURB
 RD0338_STAMPING: 164
 RD0338_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0338
 RD0338  HISTORY     - Date     Condition        Report By
 RD0338  HISTORY     - UNK      MONUMENTED       LOCENG
 RD0338  HISTORY     - 1947     GOOD             NGS
 RD0338  HISTORY     - 1952     GOOD             NGS
 RD0338  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RD0338  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 RD0338
 RD0338                          STATION DESCRIPTION
 RD0338
 RD0338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 RD0338'IN PORTLAND.
 RD0338'IN THE SOUTHEAST PART OF PORTLAND, MULTNOMAH COUNTY, AT THE
 RD0338'INTERSECTION OF SOUTHEAST POWELL BOULEVARD AND SOUTHEAST SIXTY-FOURTH
 RD0338'AVENUE, IN THE WEST CURB OF THE AVENUE, AND 15 FEET SOUTH OF THE SOUTH
 RD0338'CURB OF THE BOULEVARD.  A CITY OF PORTLAND STANDARD CLASS B DISK,
 RD0338'STAMPED 164.
 RD0338
 RD0338                          STATION RECOVERY (1952)
 RD0338
 RD0338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 RD0338'RECOVERED IN GOOD CONDITION.
 RD0338
 RD0338                          STATION RECOVERY (1988)
 RD0338
 RD0338'RECOVERY NOTE BY US POWER SQUADRON 1988 (KRN)
 RD0338'MARK NOT FOUND.
 RD0338
 RD0338                          STATION RECOVERY (1989)
 RD0338
 RD0338'RECOVERY NOTE BY US POWER SQUADRON 1989 (FV)
 RD0338'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0337 ***********************************************************************
 RD0337  DESIGNATION -  CITY 165
 RD0337  PID         -  RD0337
 RD0337  STATE/COUNTY-  OR/MULTNOMAH
 RD0337  USGS QUAD   -  GLADSTONE (1984)
 RD0337
 RD0337                         *CURRENT SURVEY CONTROL
 RD0337  ___________________________________________________________________
 RD0337* NAD 83(1986)-  45 29 50.     (N)    122 36 24.     (W)     SCALED    
 RD0337* NAVD 88     -        70.168  (meters)     230.21   (feet)  ADJUSTED  
 RD0337  ___________________________________________________________________
 RD0337  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 RD0337  DYNAMIC HT  -          70.168 (meters)     230.21  (feet)  COMP
 RD0337  MODELED GRAV-     980,622.0   (mgal)                       NAVD 88
 RD0337
 RD0337  VERT ORDER  -  SECOND    CLASS 0
 RD0337
 RD0337.The horizontal coordinates were scaled from a topographic map and have
 RD0337.an estimated accuracy of +/- 6 seconds.
 RD0337
 RD0337.The orthometric height was determined by differential leveling
 RD0337.and adjusted in June 1991.
 RD0337
 RD0337.The geoid height was determined by GEOID03.
 RD0337
 RD0337.The dynamic height is computed by dividing the NAVD 88
 RD0337.geopotential number by the normal gravity value computed on the
 RD0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0337.degrees latitude (g = 980.6199 gals.).
 RD0337
 RD0337.The modeled gravity was interpolated from observed gravity values.
 RD0337
 RD0337;                    North         East    Units  Estimated Accuracy
 RD0337;SPC OR N     -   205,560.    2,335,370.      MT  (+/- 180 meters Scaled)
 RD0337
 RD0337                          SUPERSEDED SURVEY CONTROL
 RD0337
 RD0337  NGVD 29 (??/??/92)   69.104  (m)          226.72   (f) ADJ UNCH    2 0
 RD0337
 RD0337.Superseded values are not recommended for survey control.
 RD0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0337.See file dsdata.txt to determine how the superseded data were derived.
 RD0337
 RD0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER307382(NAD 83)
 RD0337_MARKER: DD = SURVEY DISK
 RD0337_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD0337_SP_SET: CURB
 RD0337_STAMPING: 165
 RD0337_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0337
 RD0337  HISTORY     - Date     Condition        Report By
 RD0337  HISTORY     - UNK      MONUMENTED       LOCENG
 RD0337  HISTORY     - 1947     GOOD             NGS
 RD0337  HISTORY     - 1952     GOOD             NGS
 RD0337  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RD0337  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 RD0337
 RD0337                          STATION DESCRIPTION
 RD0337
 RD0337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 RD0337'IN PORTLAND.
 RD0337'IN THE SOUTHEAST PART OF PORTLAND, MULTNOMAH COUNTY, AT THE
 RD0337'INTERSECTION OF SOUTHEAST POWELL BOULEVARD AND SOUTHEAST FIFTY-FOURTH
 RD0337'AVENUE, IN THE EAST CURB OF THE AVENUE, AND 25 FEET SOUTH OF THE SOUTH
 RD0337'CURB OF THE BOULEVARD.  A CITY OF PORTLAND STANDARD CLASS B DISK,
 RD0337'STAMPED 165.
 RD0337
 RD0337                          STATION RECOVERY (1952)
 RD0337
 RD0337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 RD0337'RECOVERED IN GOOD CONDITION.
 RD0337
 RD0337                          STATION RECOVERY (1988)
 RD0337
 RD0337'RECOVERY NOTE BY US POWER SQUADRON 1988 (KRN)
 RD0337'MARK NOT FOUND.
 RD0337
 RD0337                          STATION RECOVERY (1989)
 RD0337
 RD0337'RECOVERY NOTE BY US POWER SQUADRON 1989 (FV)
 RD0337'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0336 ***********************************************************************
 RD0336  DESIGNATION -  CITY 166
 RD0336  PID         -  RD0336
 RD0336  STATE/COUNTY-  OR/MULTNOMAH
 RD0336  USGS QUAD   -  GLADSTONE (1984)
 RD0336
 RD0336                         *CURRENT SURVEY CONTROL
 RD0336  ___________________________________________________________________
 RD0336* NAD 83(1986)-  45 29 50.     (N)    122 36 41.     (W)     SCALED    
 RD0336* NAVD 88     -        68.895  (meters)     226.03   (feet)  ADJUSTED  
 RD0336  ___________________________________________________________________
 RD0336  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 RD0336  DYNAMIC HT  -          68.895 (meters)     226.03  (feet)  COMP
 RD0336  MODELED GRAV-     980,622.4   (mgal)                       NAVD 88
 RD0336
 RD0336  VERT ORDER  -  SECOND    CLASS 0
 RD0336
 RD0336.The horizontal coordinates were scaled from a topographic map and have
 RD0336.an estimated accuracy of +/- 6 seconds.
 RD0336
 RD0336.The orthometric height was determined by differential leveling
 RD0336.and adjusted in June 1991.
 RD0336
 RD0336.The geoid height was determined by GEOID03.
 RD0336
 RD0336.The dynamic height is computed by dividing the NAVD 88
 RD0336.geopotential number by the normal gravity value computed on the
 RD0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0336.degrees latitude (g = 980.6199 gals.).
 RD0336
 RD0336.The modeled gravity was interpolated from observed gravity values.
 RD0336
 RD0336;                    North         East    Units  Estimated Accuracy
 RD0336;SPC OR N     -   205,570.    2,335,000.      MT  (+/- 180 meters Scaled)
 RD0336
 RD0336                          SUPERSEDED SURVEY CONTROL
 RD0336
 RD0336  NGVD 29 (??/??/92)   67.830  (m)          222.54   (f) ADJ UNCH    2 0
 RD0336
 RD0336.Superseded values are not recommended for survey control.
 RD0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0336.See file dsdata.txt to determine how the superseded data were derived.
 RD0336
 RD0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER303382(NAD 83)
 RD0336_MARKER: DD = SURVEY DISK
 RD0336_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD0336_SP_SET: CURB
 RD0336_STAMPING: 166
 RD0336_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0336
 RD0336  HISTORY     - Date     Condition        Report By
 RD0336  HISTORY     - UNK      MONUMENTED       LOCENG
 RD0336  HISTORY     - 1947     GOOD             NGS
 RD0336  HISTORY     - 1952     GOOD             NGS
 RD0336  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RD0336  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 RD0336
 RD0336                          STATION DESCRIPTION
 RD0336
 RD0336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 RD0336'IN PORTLAND.
 RD0336'IN THE SOUTHEAST PART OF PORTLAND, MULTNOMAH COUNTY, AT THE
 RD0336'INTERSECTION OF SOUTHEAST POWELL BOULEVARD AND SOUTHEAST FIFTIETH
 RD0336'AVENUE, IN THE WEST CURB OF THE AVENUE, AND 8 FEET SOUTH OF THE NORTH
 RD0336'PROPERTY LINE OF THE BOULEVARD.  A CITY OF PORTLAND STANDARD CLASS B
 RD0336'DISK, STAMPED 166.
 RD0336
 RD0336                          STATION RECOVERY (1952)
 RD0336
 RD0336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 RD0336'RECOVERED IN GOOD CONDITION.
 RD0336
 RD0336                          STATION RECOVERY (1988)
 RD0336
 RD0336'RECOVERY NOTE BY US POWER SQUADRON 1988 (KRN)
 RD0336'MARK NOT FOUND.
 RD0336
 RD0336                          STATION RECOVERY (1990)
 RD0336
 RD0336'RECOVERY NOTE BY US POWER SQUADRON 1990 (FV)
 RD0336'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0335 ***********************************************************************
 RD0335  DESIGNATION -  CITY 167
 RD0335  PID         -  RD0335
 RD0335  STATE/COUNTY-  OR/MULTNOMAH
 RD0335  USGS QUAD   -  GLADSTONE (1984)
 RD0335
 RD0335                         *CURRENT SURVEY CONTROL
 RD0335  ___________________________________________________________________
 RD0335* NAD 83(1986)-  45 29 50.     (N)    122 36 54.     (W)     SCALED    
 RD0335* NAVD 88     -        65.972  (meters)     216.44   (feet)  ADJUSTED  
 RD0335  ___________________________________________________________________
 RD0335  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 RD0335  DYNAMIC HT  -          65.973 (meters)     216.45  (feet)  COMP
 RD0335  MODELED GRAV-     980,622.8   (mgal)                       NAVD 88
 RD0335
 RD0335  VERT ORDER  -  SECOND    CLASS 0
 RD0335
 RD0335.The horizontal coordinates were scaled from a topographic map and have
 RD0335.an estimated accuracy of +/- 6 seconds.
 RD0335
 RD0335.The orthometric height was determined by differential leveling
 RD0335.and adjusted in June 1991.
 RD0335
 RD0335.The geoid height was determined by GEOID03.
 RD0335
 RD0335.The dynamic height is computed by dividing the NAVD 88
 RD0335.geopotential number by the normal gravity value computed on the
 RD0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0335.degrees latitude (g = 980.6199 gals.).
 RD0335
 RD0335.The modeled gravity was interpolated from observed gravity values.
 RD0335
 RD0335;                    North         East    Units  Estimated Accuracy
 RD0335;SPC OR N     -   205,580.    2,334,720.      MT  (+/- 180 meters Scaled)
 RD0335
 RD0335                          SUPERSEDED SURVEY CONTROL
 RD0335
 RD0335  NGVD 29 (??/??/92)   64.908  (m)          212.95   (f) ADJ UNCH    2 0
 RD0335
 RD0335.Superseded values are not recommended for survey control.
 RD0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0335.See file dsdata.txt to determine how the superseded data were derived.
 RD0335
 RD0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER300382(NAD 83)
 RD0335_MARKER: DD = SURVEY DISK
 RD0335_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD0335_SP_SET: SIDE WALK
 RD0335_STAMPING: 167
 RD0335_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0335
 RD0335  HISTORY     - Date     Condition        Report By
 RD0335  HISTORY     - UNK      MONUMENTED       LOCENG
 RD0335  HISTORY     - 1952     MARK NOT FOUND   NGS
 RD0335  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RD0335  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 RD0335
 RD0335                          STATION DESCRIPTION
 RD0335
 RD0335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 RD0335'IN PORTLAND.
 RD0335'IN THE SOUTHEAST PART OF PORTLAND, MULTNOMAH COUNTY, AT THE
 RD0335'INTERSECTION OF SOUTHEAST POWELL BOULEVARD AND SOUTHEAST FORTY-SEVENTH
 RD0335'AVENUE, AT THE FORMER SITE OF THE CRESTON SCHOOL (NOW TORN DOWN), AND
 RD0335'IN THE TOP OF THE SIDEWALK.  A CITY OF PORTLAND STANDARD CLASS A DISK,
 RD0335'STAMPED 167.  NOTE-- IT WAS REPORTED IN SEPTEMBER 1945 THAT EXCAVATION
 RD0335'HAS BEEN MADE WITHIN 2 FEET OF THIS BENCH MARK DURING THE RAZING OF
 RD0335'THE SCHOOL.  NOTE-- REPORTED IN 1954 BY USGS-- SIDEWALK PATCHED IN
 RD0335'SEVERAL PLACES.  BENCH MARK IS EITHER UNDER ONE OF THESE PATCHES OR
 RD0335'HAS BEEN DESTROYED.
 RD0335
 RD0335                          STATION RECOVERY (1988)
 RD0335
 RD0335'RECOVERY NOTE BY US POWER SQUADRON 1988 (KRN)
 RD0335'MARK NOT FOUND.
 RD0335
 RD0335                          STATION RECOVERY (1990)
 RD0335
 RD0335'RECOVERY NOTE BY US POWER SQUADRON 1990 (FV)
 RD0335'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0333 ***********************************************************************
 RD0333  DESIGNATION -  CITY 168
 RD0333  PID         -  RD0333
 RD0333  STATE/COUNTY-  OR/MULTNOMAH
 RD0333  USGS QUAD   -  GLADSTONE (1984)
 RD0333
 RD0333                         *CURRENT SURVEY CONTROL
 RD0333  ___________________________________________________________________
 RD0333* NAD 83(1986)-  45 29 50.     (N)    122 37 05.     (W)     SCALED    
 RD0333* NAVD 88     -        61.803  (meters)     202.77   (feet)  ADJUSTED  
 RD0333  ___________________________________________________________________
 RD0333  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 RD0333  DYNAMIC HT  -          61.803 (meters)     202.77  (feet)  COMP
 RD0333  MODELED GRAV-     980,623.0   (mgal)                       NAVD 88
 RD0333
 RD0333  VERT ORDER  -  SECOND    CLASS 0
 RD0333
 RD0333.The horizontal coordinates were scaled from a topographic map and have
 RD0333.an estimated accuracy of +/- 6 seconds.
 RD0333
 RD0333.The orthometric height was determined by differential leveling
 RD0333.and adjusted in June 1991.
 RD0333
 RD0333.The geoid height was determined by GEOID03.
 RD0333
 RD0333.The dynamic height is computed by dividing the NAVD 88
 RD0333.geopotential number by the normal gravity value computed on the
 RD0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0333.degrees latitude (g = 980.6199 gals.).
 RD0333
 RD0333.The modeled gravity was interpolated from observed gravity values.
 RD0333
 RD0333;                    North         East    Units  Estimated Accuracy
 RD0333;SPC OR N     -   205,590.    2,334,480.      MT  (+/- 180 meters Scaled)
 RD0333
 RD0333                          SUPERSEDED SURVEY CONTROL
 RD0333
 RD0333  NGVD 29 (??/??/92)   60.738  (m)          199.27   (f) ADJ UNCH    2 0
 RD0333
 RD0333.Superseded values are not recommended for survey control.
 RD0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0333.See file dsdata.txt to determine how the superseded data were derived.
 RD0333
 RD0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER298382(NAD 83)
 RD0333_MARKER: DD = SURVEY DISK
 RD0333_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD0333_SP_SET: CURB
 RD0333_STAMPING: 168
 RD0333_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0333
 RD0333  HISTORY     - Date     Condition        Report By
 RD0333  HISTORY     - UNK      MONUMENTED       LOCENG
 RD0333  HISTORY     - 1947     GOOD             NGS
 RD0333  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RD0333  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 RD0333
 RD0333                          STATION DESCRIPTION
 RD0333
 RD0333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 RD0333'IN PORTLAND.
 RD0333'IN THE SOUTHEAST PART OF PORTLAND, MULTNOMAH COUNTY, AT THE
 RD0333'INTERSECTION OF SOUTHEAST POWELL BOULEVARD AND SOUTHEAST FORTY-THIRD
 RD0333'AVENUE, AND IN THE TOP OF THE NORTH CURB OF POWELL BOULEVARD.  A CITY
 RD0333'OF PORTLAND STANDARD CLASS B DISK, STAMPED 168.
 RD0333
 RD0333                          STATION RECOVERY (1988)
 RD0333
 RD0333'RECOVERY NOTE BY US POWER SQUADRON 1988 (KRN)
 RD0333'MARK NOT FOUND.
 RD0333
 RD0333                          STATION RECOVERY (1990)
 RD0333
 RD0333'RECOVERY NOTE BY US POWER SQUADRON 1990 (FV)
 RD0333'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0379 ***********************************************************************
 RD0379  DESIGNATION -  CITY 255
 RD0379  PID         -  RD0379
 RD0379  STATE/COUNTY-  OR/MULTNOMAH
 RD0379  USGS QUAD   -  PORTLAND (1990)
 RD0379
 RD0379                         *CURRENT SURVEY CONTROL
 RD0379  ___________________________________________________________________
 RD0379* NAD 83(1986)-  45 30 58.     (N)    122 41 06.     (W)     SCALED    
 RD0379* NAVD 88     -        40.503  (meters)     132.88   (feet)  ADJUSTED  
 RD0379  ___________________________________________________________________
 RD0379  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 RD0379  DYNAMIC HT  -          40.503 (meters)     132.88  (feet)  COMP
 RD0379  MODELED GRAV-     980,628.1   (mgal)                       NAVD 88
 RD0379
 RD0379  VERT ORDER  -  SECOND    CLASS 0
 RD0379
 RD0379.The horizontal coordinates were scaled from a topographic map and have
 RD0379.an estimated accuracy of +/- 6 seconds.
 RD0379
 RD0379.The orthometric height was determined by differential leveling
 RD0379.and adjusted in June 1991.
 RD0379
 RD0379.The geoid height was determined by GEOID03.
 RD0379
 RD0379.The dynamic height is computed by dividing the NAVD 88
 RD0379.geopotential number by the normal gravity value computed on the
 RD0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0379.degrees latitude (g = 980.6199 gals.).
 RD0379
 RD0379.The modeled gravity was interpolated from observed gravity values.
 RD0379
 RD0379;                    North         East    Units  Estimated Accuracy
 RD0379;SPC OR N     -   207,820.    2,329,310.      MT  (+/- 180 meters Scaled)
 RD0379
 RD0379                          SUPERSEDED SURVEY CONTROL
 RD0379
 RD0379  NGVD 29 (??/??/92)   39.436  (m)          129.38   (f) ADJ UNCH    2 0
 RD0379
 RD0379.Superseded values are not recommended for survey control.
 RD0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0379.See file dsdata.txt to determine how the superseded data were derived.
 RD0379
 RD0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER246403(NAD 83)
 RD0379_MARKER: DD = SURVEY DISK
 RD0379_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD0379_SP_SET: CURB
 RD0379_STAMPING: 255
 RD0379_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0379
 RD0379  HISTORY     - Date     Condition        Report By
 RD0379  HISTORY     - UNK      MONUMENTED       LOCENG
 RD0379  HISTORY     - 1934     GOOD             NGS
 RD0379  HISTORY     - 1952     MARK NOT FOUND   NGS
 RD0379  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RD0379
 RD0379                          STATION DESCRIPTION
 RD0379
 RD0379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RD0379'IN PORTLAND.
 RD0379'SET HORIZONTALLY IN CURB, 6 INCHES ABOVE PAVEMENT, AT INTERSECTION OF
 RD0379'11TH AVE AND JEFFERSON ST., 27 FEET N.W. OF FIRE HYDRAND ON 11TH AVE.,
 RD0379'22.5 FEET WEST OF CENTERLINE OF 11TH AVE., 18.5 FEET SOUTH OF THE
 RD0379'CENTERLINE OF JEFFERSON ST.
 RD0379
 RD0379                          STATION RECOVERY (1952)
 RD0379
 RD0379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 RD0379'MARK NOT FOUND.
 RD0379
 RD0379                          STATION RECOVERY (1988)
 RD0379
 RD0379'RECOVERY NOTE BY US POWER SQUADRON 1988 (KRN)
 RD0379'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0355 ***********************************************************************
 RD0355  DESIGNATION -  CITY 634
 RD0355  PID         -  RD0355
 RD0355  STATE/COUNTY-  OR/MULTNOMAH
 RD0355  USGS QUAD   -  MOUNT TABOR (1990)
 RD0355
 RD0355                         *CURRENT SURVEY CONTROL
 RD0355  ___________________________________________________________________
 RD0355* NAD 83(1986)-  45 34 06.     (N)    122 36 01.     (W)     SCALED    
 RD0355* NAVD 88     -        16.288  (meters)      53.44   (feet)  POSTED    
 RD0355  ___________________________________________________________________
 RD0355  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 RD0355  DYNAMIC HT  -          16.290 (meters)      53.44  (feet)  COMP
 RD0355  MODELED GRAV-     980,630.2   (mgal)                       NAVD 88
 RD0355
 RD0355  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 RD0355
 RD0355.The horizontal coordinates were scaled from a topographic map and have
 RD0355.an estimated accuracy of +/- 6 seconds.
 RD0355
 RD0355.The orthometric height was determined by differential leveling
 RD0355.and adjusted by the  in 1992.
 RD0355.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 RD0355.was located on a no-check spur therefore a value was not computed.
 RD0355.No vertical observational check was made to the station.
 RD0355
 RD0355.The geoid height was determined by GEOID03.
 RD0355
 RD0355.The dynamic height is computed by dividing the NAVD 88
 RD0355.geopotential number by the normal gravity value computed on the
 RD0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0355.degrees latitude (g = 980.6199 gals.).
 RD0355
 RD0355.The modeled gravity was interpolated from observed gravity values.
 RD0355
 RD0355;                    North         East    Units  Estimated Accuracy
 RD0355;SPC OR N     -   213,450.    2,336,080.      MT  (+/- 180 meters Scaled)
 RD0355
 RD0355                          SUPERSEDED SURVEY CONTROL
 RD0355
 RD0355  NGVD 29 (??/??/92)   15.217  (m)           49.92   (f) ADJ UNCH    1 2
 RD0355
 RD0355.Superseded values are not recommended for survey control.
 RD0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0355.See file dsdata.txt to determine how the superseded data were derived.
 RD0355
 RD0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER311461(NAD 83)
 RD0355_MARKER: P = PIPE CAP
 RD0355_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RD0355_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RD0355_STAMPING: 634
 RD0355_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0355
 RD0355  HISTORY     - Date     Condition        Report By
 RD0355  HISTORY     - UNK      MONUMENTED       LOCENG
 RD0355  HISTORY     - 1961     GOOD             USGS
 RD0355  HISTORY     - 1988     GOOD             USPSQD
 RD0355  HISTORY     - 1989     GOOD             USPSQD
 RD0355  HISTORY     - 1990     GOOD             USPSQD
 RD0355  HISTORY     - 1990     GOOD             USPSQD
 RD0355  HISTORY     - 20040329 MARK NOT FOUND   USPSQD
 RD0355
 RD0355                          STATION DESCRIPTION
 RD0355
 RD0355'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 RD0355'IN PORTLAND.
 RD0355'AT PORTLAND, MULTNOMAH COUNTY, 6.4 MILES EAST ALONG COLUMBIA BLVD.
 RD0355'FROM ST. JOHNS, IN THE SOUTHWEST CORNER OF THE INTERSECTION OF 60TH
 RD0355'AVE., 37 FEET WEST OF 60TH AVE., 27 FEET SOUTH OF COLUMBIA BLVD., AND
 RD0355'1 FOOT EAST OF A FENCE CORNER.  A CITY OF PORTLAND STANDARD CAP
 RD0355'FASTENED TO THE TOP OF AN IRON PIPE ENCASED IN CONCRETE.  STAMPED 634.
 RD0355
 RD0355                          STATION RECOVERY (1988)
 RD0355
 RD0355'RECOVERY NOTE BY US POWER SQUADRON 1988 (KRN)
 RD0355'RECOVERED IN GOOD CONDITION.
 RD0355
 RD0355                          STATION RECOVERY (1989)
 RD0355
 RD0355'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RD0355'RECOVERED IN GOOD CONDITION.
 RD0355
 RD0355                          STATION RECOVERY (1990)
 RD0355
 RD0355'RECOVERY NOTE BY US POWER SQUADRON 1990 (FV)
 RD0355'RECOVERED IN GOOD CONDITION.
 RD0355
 RD0355                          STATION RECOVERY (1990)
 RD0355
 RD0355'RECOVERY NOTE BY US POWER SQUADRON 1990 (KRN)
 RD0355'RECOVERED IN GOOD CONDITION.
 RD0355
 RD0355                          STATION RECOVERY (2004)
 RD0355
 RD0355'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLC)
 RD0355'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0363 ***********************************************************************
 RD0363  DESIGNATION -  CITY 914
 RD0363  PID         -  RD0363
 RD0363  STATE/COUNTY-  OR/MULTNOMAH
 RD0363  USGS QUAD   -  MOUNT TABOR (1990)
 RD0363
 RD0363                         *CURRENT SURVEY CONTROL
 RD0363  ___________________________________________________________________
 RD0363* NAD 83(1986)-  45 31 55.     (N)    122 34 24.     (W)     SCALED    
 RD0363* NAVD 88     -        68.590  (meters)     225.03   (feet)  POSTED    
 RD0363  ___________________________________________________________________
 RD0363  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 RD0363  DYNAMIC HT  -          68.590 (meters)     225.03  (feet)  COMP
 RD0363  MODELED GRAV-     980,620.9   (mgal)                       NAVD 88
 RD0363
 RD0363  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 RD0363
 RD0363.The horizontal coordinates were scaled from a topographic map and have
 RD0363.an estimated accuracy of +/- 6 seconds.
 RD0363
 RD0363.The orthometric height was determined by differential leveling
 RD0363.and adjusted by the  in 1992.
 RD0363.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 RD0363.rate of 2.1 thru 3.0 mm/km.
 RD0363
 RD0363.The geoid height was determined by GEOID03.
 RD0363
 RD0363.The dynamic height is computed by dividing the NAVD 88
 RD0363.geopotential number by the normal gravity value computed on the
 RD0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0363.degrees latitude (g = 980.6199 gals.).
 RD0363
 RD0363.The modeled gravity was interpolated from observed gravity values.
 RD0363
 RD0363;                    North         East    Units  Estimated Accuracy
 RD0363;SPC OR N     -   209,350.    2,338,080.      MT  (+/- 180 meters Scaled)
 RD0363
 RD0363                          SUPERSEDED SURVEY CONTROL
 RD0363
 RD0363  NGVD 29 (??/??/92)   67.524  (m)          221.53   (f) ADJ UNCH    1 2
 RD0363
 RD0363.Superseded values are not recommended for survey control.
 RD0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0363.See file dsdata.txt to determine how the superseded data were derived.
 RD0363
 RD0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER333421(NAD 83)
 RD0363_MARKER: P = PIPE CAP
 RD0363_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RD0363_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RD0363_STAMPING: 914
 RD0363_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0363
 RD0363  HISTORY     - Date     Condition        Report By
 RD0363  HISTORY     - UNK      MONUMENTED       LOCENG
 RD0363  HISTORY     - 1941     GOOD             NGS
 RD0363  HISTORY     - 1961     MARK NOT FOUND   NGS
 RD0363  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RD0363  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 RD0363
 RD0363                          STATION DESCRIPTION
 RD0363
 RD0363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 RD0363'IN PORTLAND.
 RD0363'SOUTHEAST CORNER OF JUNCTION OF N.E. 88TH AVE. AND N.E. HALSEY ST.
 RD0363'ABOUT 23 FEET EAST OF CENTER OF N.E. 88TH AVE.  ABOUT 27 FEET SOUTH OF
 RD0363'CENTER LINE OF HALSEY ST.  AT FOOT OF FENCE POST, NORTHWEST CORNER OF
 RD0363'YARD AROUND HOUSE NUMBERED 8808 HALSEY STREET.
 RD0363
 RD0363                          STATION RECOVERY (1961)
 RD0363
 RD0363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 RD0363'MARK NOT FOUND.
 RD0363
 RD0363                          STATION RECOVERY (1988)
 RD0363
 RD0363'RECOVERY NOTE BY US POWER SQUADRON 1988 (FV)
 RD0363'MARK NOT FOUND.
 RD0363
 RD0363                          STATION RECOVERY (1990)
 RD0363
 RD0363'RECOVERY NOTE BY US POWER SQUADRON 1990 (KRN)
 RD0363'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0383 ***********************************************************************
 RD0383  DESIGNATION -  CITY 999
 RD0383  PID         -  RD0383
 RD0383  STATE/COUNTY-  OR/MULTNOMAH
 RD0383  USGS QUAD   -  PORTLAND (1990)
 RD0383
 RD0383                         *CURRENT SURVEY CONTROL
 RD0383  ___________________________________________________________________
 RD0383* NAD 83(1986)-  45 30 29.     (N)    122 44 10.     (W)     SCALED    
 RD0383* NAVD 88     -       236.666  (meters)     776.46   (feet)  ADJUSTED  
 RD0383  ___________________________________________________________________
 RD0383  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 RD0383  DYNAMIC HT  -         236.661 (meters)     776.45  (feet)  COMP
 RD0383  MODELED GRAV-     980,590.3   (mgal)                       NAVD 88
 RD0383
 RD0383  VERT ORDER  -  SECOND    CLASS 0
 RD0383
 RD0383.The horizontal coordinates were scaled from a topographic map and have
 RD0383.an estimated accuracy of +/- 6 seconds.
 RD0383
 RD0383.The orthometric height was determined by differential leveling
 RD0383.and adjusted in June 1991.
 RD0383
 RD0383.The geoid height was determined by GEOID03.
 RD0383
 RD0383.The dynamic height is computed by dividing the NAVD 88
 RD0383.geopotential number by the normal gravity value computed on the
 RD0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0383.degrees latitude (g = 980.6199 gals.).
 RD0383
 RD0383.The modeled gravity was interpolated from observed gravity values.
 RD0383
 RD0383;                    North         East    Units  Estimated Accuracy
 RD0383;SPC OR N     -   207,040.    2,325,290.      MT  (+/- 180 meters Scaled)
 RD0383
 RD0383                          SUPERSEDED SURVEY CONTROL
 RD0383
 RD0383  NGVD 29 (??/??/92)  235.587  (m)          772.92   (f) ADJ UNCH    2 0
 RD0383
 RD0383.Superseded values are not recommended for survey control.
 RD0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0383.See file dsdata.txt to determine how the superseded data were derived.
 RD0383
 RD0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER206394(NAD 83)
 RD0383_MARKER: DD = SURVEY DISK
 RD0383_SETTING: 0 = UNSPECIFIED SETTING
 RD0383_STAMPING: 999
 RD0383_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0383
 RD0383  HISTORY     - Date     Condition        Report By
 RD0383  HISTORY     - UNK      MONUMENTED       LOCENG
 RD0383  HISTORY     - 1934     GOOD             NGS
 RD0383  HISTORY     - 1952     MARK NOT FOUND   NGS
 RD0383  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 RD0383
 RD0383                          STATION DESCRIPTION
 RD0383
 RD0383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RD0383'3.7 MI SW FROM PORTLAND.
 RD0383'3.7 MILES S. W. ALONG THE TUALATIN HWY. FROM CITY HALL.  ALONG THE
 RD0383'RIGHT OF WAY OF THE TUALATIN HWY., 43 FEET EAST OF THE CENTERLINE OF
 RD0383'SKYLINE DRIVE, 24.6 FEET N.W. OF THE CENTERLINE OF CANYON COURT ROAD,
 RD0383'62 FEET N.W. OF THE CENTERLINE OF HIGHWAY.
 RD0383
 RD0383                          STATION RECOVERY (1952)
 RD0383
 RD0383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 RD0383'MARK NOT FOUND.
 RD0383
 RD0383                          STATION RECOVERY (1989)
 RD0383
 RD0383'RECOVERY NOTE BY US POWER SQUADRON 1989 (FV)
 RD0383'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0459 ***********************************************************************
 QE0459  DESIGNATION -  CITY OF SALEM
 QE0459  PID         -  QE0459
 QE0459  STATE/COUNTY-  OR/MARION
 QE0459  USGS QUAD   -  SALEM WEST (1986)
 QE0459
 QE0459                         *CURRENT SURVEY CONTROL
 QE0459  ___________________________________________________________________
 QE0459* NAD 83(1986)-  44 56 25.     (N)    123 02 10.     (W)     SCALED    
 QE0459* NAVD 88     -        47.941  (meters)     157.29   (feet)  ADJUSTED  
 QE0459  ___________________________________________________________________
 QE0459  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 QE0459  DYNAMIC HT  -          47.938 (meters)     157.28  (feet)  COMP
 QE0459  MODELED GRAV-     980,570.8   (mgal)                       NAVD 88
 QE0459
 QE0459  VERT ORDER  -  FIRST     CLASS II
 QE0459
 QE0459.The horizontal coordinates were scaled from a topographic map and have
 QE0459.an estimated accuracy of +/- 6 seconds.
 QE0459
 QE0459.The orthometric height was determined by differential leveling
 QE0459.and adjusted in June 1991.
 QE0459
 QE0459.The geoid height was determined by GEOID03.
 QE0459
 QE0459.The dynamic height is computed by dividing the NAVD 88
 QE0459.geopotential number by the normal gravity value computed on the
 QE0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0459.degrees latitude (g = 980.6199 gals.).
 QE0459
 QE0459.The modeled gravity was interpolated from observed gravity values.
 QE0459
 QE0459;                    North         East    Units  Estimated Accuracy
 QE0459;SPC OR N     -   144,670.    2,299,880.      MT  (+/- 180 meters Scaled)
 QE0459
 QE0459                          SUPERSEDED SURVEY CONTROL
 QE0459
 QE0459  NGVD 29 (??/??/92)   46.912  (m)          153.91   (f) ADJ UNCH    1 2
 QE0459
 QE0459.Superseded values are not recommended for survey control.
 QE0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0459.See file dsdata.txt to determine how the superseded data were derived.
 QE0459
 QE0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ971763(NAD 83)
 QE0459_MARKER: DD = SURVEY DISK
 QE0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0459_STAMPING: 1
 QE0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0459+STABILITY: SURFACE MOTION
 QE0459
 QE0459  HISTORY     - Date     Condition        Report By
 QE0459  HISTORY     - UNK      MONUMENTED       OR1810
 QE0459  HISTORY     - 1941     GOOD             NGS
 QE0459  HISTORY     - 20040723 MARK NOT FOUND   USPSQD
 QE0459
 QE0459                          STATION DESCRIPTION
 QE0459
 QE0459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QE0459'IN SALEM.
 QE0459'MARK IS LOCATED IN NORTHEAST CORNER OF CITY HALL PROPERTY, SOUTHWEST
 QE0459'CORNER OF CHEMEKETA AND HIGH STREETS, 20 FEET SOUTHWEST OF CURB
 QE0459'RADIUS, 1 FOOT SOUTHWEST OF CURVED SIDEWALK ANGLE, IN PARKING.
 QE0459
 QE0459                          STATION RECOVERY (2004)
 QE0459
 QE0459'RECOVERY NOTE BY US POWER SQUADRON 2004 (CN)
 QE0459'THE OLD CITY HALL BUILDING REMOVED AND REPLACED WITH A TRANSIT MALL.
 QE0459'MARK WAS PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1899 ***********************************************************************
 QE1899  DESIGNATION -  CIVIC
 QE1899  PID         -  QE1899
 QE1899  STATE/COUNTY-  OR/MARION
 QE1899  USGS QUAD   -  SALEM WEST (1986)
 QE1899
 QE1899                         *CURRENT SURVEY CONTROL
 QE1899  ___________________________________________________________________
 QE1899* NAD 83(1991)-  44 56 11.06994(N)    123 02 30.56251(W)     ADJUSTED  
 QE1899* NAVD 88     -        64.7    (meters)     212.     (feet)  VERTCON   
 QE1899  ___________________________________________________________________
 QE1899  LAPLACE CORR-          -5.14  (seconds)                    DEFLEC99
 QE1899  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 QE1899  HORZ ORDER  -  SECOND
 QE1899
 QE1899.The horizontal coordinates were established by classical geodetic methods
 QE1899.and adjusted by the National Geodetic Survey in October 1991.
 QE1899
 QE1899.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE1899.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE1899
 QE1899.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE1899
 QE1899.The geoid height was determined by GEOID03.
 QE1899
 QE1899;                    North         East     Units Scale Factor Converg.
 QE1899;SPC OR N     -   144,250.922 2,299,416.346   MT  0.99990276   -1 48 09.5
 QE1899;SPC OR N     -   473,264.18  7,544,016.88   iFT  0.99990276   -1 48 09.5
 QE1899;UTM  10      - 4,975,887.060   496,700.070   MT  0.99960013   -0 01 46.3
 QE1899
 QE1899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE1899!SPC OR N     -   0.99999343  x   0.99990276  =   0.99989619
 QE1899!UTM  10      -   0.99999343  x   0.99960013  =   0.99959357
 QE1899
 QE1899:                Primary Azimuth Mark                     Grid Az
 QE1899:SPC OR N     -  STATE                                    013 16 23.9
 QE1899:UTM  10      -  STATE                                    011 30 00.7
 QE1899
 QE1899|---------------------------------------------------------------------|
 QE1899| PID    Reference Object                     Distance      Geod. Az  |
 QE1899|                                                           dddmmss.s |
 QE1899| QE1905 STATE                               445.085 METERS 0112814.4 |
 QE1899| QE1911 SALEM FIRST CHRIS CH SPIRE          APPROX. 1.1 KM 0441209.2 |
 QE1899| QE1940 SALEM FIRST METH CH SP              APPROX. 0.6 KM 0605137.1 |
 QE1899| QE1873 CAPITOL                             APPROX. 0.9 KM 0752308.0 |
 QE1899|---------------------------------------------------------------------|
 QE1899
 QE1899                          SUPERSEDED SURVEY CONTROL
 QE1899
 QE1899  NAD 83(1986)-  44 56 11.09394(N)    123 02 30.57782(W) AD(       ) 2
 QE1899  NAD 27      -  44 56 11.66284(N)    123 02 26.23129(W) AD(       ) 2
 QE1899  NGVD 29 (07/19/86)   63.7    (m)          209.     (f) VERT ANG    3  
 QE1899
 QE1899.Superseded values are not recommended for survey control.
 QE1899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1899.See file dsdata.txt to determine how the superseded data were derived.
 QE1899
 QE1899_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ9670075887(NAD 83)
 QE1899_MARKER: Z = SEE DESCRIPTION
 QE1899_SETTING: 0 = UNSPECIFIED SETTING
 QE1899_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE1899
 QE1899  HISTORY     - Date     Condition        Report By
 QE1899  HISTORY     - 1972     MONUMENTED       OR1810
 QE1899
 QE1899                          STATION DESCRIPTION
 QE1899
 QE1899'DESCRIBED BY CITY OF SALEM OREGON 1972 (LGH)
 QE1899'THE STATION IS ON THE ROOF OF THE CITY OF SALEM CIVIC CENTER IN
 QE1899'THE NW 1/4 OF SEC. 27 T7S R3W.
 QE1899'
 QE1899'THE STATION IS LOCATED ON THE ROOF OF THE WEST WING OF THE CIVIC
 QE1899'CENTER AND MAYBE REACHED BY A STAIRWAY TO THE ROOF.  THE STATION
 QE1899'MARK IS IN A CONCRETE SILL AT THE TOP OF STAIRWAY.
 QE1899'
 QE1899'THE STATION MARK IS A CITY OF SALEM BRASS DISK STAMPED CIVIC
 QE1899'1972, SET IN A PUNCH HOLE IN A CONCRETE SILL ON THE ROOF OF THE
 QE1899'CIVIC CENTER AND IS SET LEVEL WITH THE SURFACE.
 QE1899'
 QE1899'HEIGHT OF LIGHT ABOVE STATION MARK 1.45 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AJ8164 ***********************************************************************
 AJ8164  DESIGNATION -  CIVIC 2
 AJ8164  PID         -  AJ8164
 AJ8164  STATE/COUNTY-  OR/MARION
 AJ8164  USGS QUAD   -  SALEM WEST (1986)
 AJ8164
 AJ8164                         *CURRENT SURVEY CONTROL
 AJ8164  ___________________________________________________________________
 AJ8164* NAD 83(2007)-  44 56 10.72027(N)    123 02 30.55199(W)     ADJUSTED  
 AJ8164* NAVD 88     -        65.2    (meters)     214.     (feet)  GPS OBS   
 AJ8164  ___________________________________________________________________
 AJ8164  EPOCH DATE  -        2007.00
 AJ8164  X           -  -2,465,964.778 (meters)                     COMP
 AJ8164  Y           -  -3,791,191.783 (meters)                     COMP
 AJ8164  Z           -   4,482,370.776 (meters)                     COMP
 AJ8164  LAPLACE CORR-          -5.14  (seconds)                    DEFLEC99
 AJ8164  ELLIP HEIGHT-          42.355 (meters)          (02/10/07) ADJUSTED
 AJ8164  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 AJ8164
 AJ8164  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ8164  Type    PID    Designation                      North   East  Ellip
 AJ8164  -------------------------------------------------------------------
 AJ8164  NETWORK AJ8164 CIVIC 2                           0.16   0.12   0.27
 AJ8164  -------------------------------------------------------------------
 AJ8164
 AJ8164.The horizontal coordinates were established by GPS observations
 AJ8164.and adjusted by the National Geodetic Survey in February 2007.
 AJ8164
 AJ8164.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ8164.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ8164.The horizontal coordinates are valid at the epoch date displayed above.
 AJ8164.The epoch date for horizontal control is a decimal equivalence
 AJ8164.of Year/Month/Day.
 AJ8164
 AJ8164.The orthometric height was determined by GPS observations and a
 AJ8164.high-resolution geoid model.
 AJ8164
 AJ8164.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8164
 AJ8164.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8164
 AJ8164.The ellipsoidal height was determined by GPS observations
 AJ8164.and is referenced to NAD 83.
 AJ8164
 AJ8164.The geoid height was determined by GEOID03.
 AJ8164
 AJ8164;                    North         East     Units Scale Factor Converg.
 AJ8164;SPC OR N     -   144,240.127 2,299,416.237   MT  0.99990277   -1 48 09.4
 AJ8164;SPC OR N     -   473,228.76  7,544,016.53   iFT  0.99990277   -1 48 09.4
 AJ8164;UTM  10      - 4,975,876.270   496,700.295   MT  0.99960013   -0 01 46.3
 AJ8164
 AJ8164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8164!SPC OR N     -   0.99999336  x   0.99990277  =   0.99989613
 AJ8164!UTM  10      -   0.99999336  x   0.99960013  =   0.99959349
 AJ8164
 AJ8164                          SUPERSEDED SURVEY CONTROL
 AJ8164
 AJ8164  NAD 83(1998)-  44 56 10.71816(N)    123 02 30.55313(W) AD(       ) B
 AJ8164  ELLIP H (02/26/02)   42.357  (m)                       GP(       ) 3 2
 AJ8164
 AJ8164.Superseded values are not recommended for survey control.
 AJ8164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8164.See file dsdata.txt to determine how the superseded data were derived.
 AJ8164
 AJ8164_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ9670075876(NAD 83)
 AJ8164_MARKER: Z = SEE DESCRIPTION
 AJ8164_SETTING: 0 = UNSPECIFIED SETTING
 AJ8164_MARK LOGO: NONE  
 AJ8164_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ8164_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ8164_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8164+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2002
 AJ8164
 AJ8164  HISTORY     - Date     Condition        Report By
 AJ8164  HISTORY     - 20001010 MONUMENTED       OR1810
 AJ8164  HISTORY     - 20021010 GOOD             OR-053
 AJ8164
 AJ8164                          STATION DESCRIPTION
 AJ8164
 AJ8164'DESCRIBED BY CITY OF SALEM OREGON 2000 (DB)
 AJ8164'THE STATION IS ON THE ROOF OF THE CITY OF SALEM CIVIC CENTER IN THE NW
 AJ8164'1/4 OF SECTION 27
 AJ8164'T7S RW3.  OWNERSHIP -- CITY OF SALEM.
 AJ8164' 
 AJ8164'THE STATION IS LOCATED ON THE ROOF OF THE WEST WING OF THE CIVIC
 AJ8164'CENTER AND MAY BE
 AJ8164'REACHED BY A STAIRWAY TO THE ROOF.
 AJ8164' 
 AJ8164'THE STATION MARK IS A PUNCHED DIMPLE SURROUNDED BY A STAMPED TRIANGLE
 AJ8164'DIRECTLY INTO
 AJ8164'THE STEEL SILL PLATE AT THE HEAD OF A SECONDARY SET OF STAIRS LEADING
 AJ8164'TO THE UPPER
 AJ8164'PORTION OF THE ROOF.  THE SECONDARY STAIRS ARE 10.7 M (35.0 FT)
 AJ8164'SOUTHEAST FROM THE TOP OF
 AJ8164'THE PRIMARY STAIR.
 AJ8164'
 AJ8164
 AJ8164                          STATION RECOVERY (2002)
 AJ8164
 AJ8164'RECOVERY NOTE BY POLK COUNTY OREGON 2002 (JDN)
 AJ8164'RECOVERED AS DESCRIBED
 AJ8164'
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0020 ***********************************************************************
 PA0020  DESIGNATION -  CJ 313
 PA0020  PID         -  PA0020
 PA0020  STATE/COUNTY-  OR/HARNEY
 PA0020  USGS QUAD   -  DREWSEY (1990)
 PA0020
 PA0020                         *CURRENT SURVEY CONTROL
 PA0020  ___________________________________________________________________
 PA0020* NAD 83(1986)-  43 45 19.     (N)    118 24 16.     (W)     SCALED    
 PA0020* NAVD 88     -      1168.182  (meters)    3832.61   (feet)  ADJUSTED  
 PA0020  ___________________________________________________________________
 PA0020  GEOID HEIGHT-         -18.42  (meters)                     GEOID03
 PA0020  DYNAMIC HT  -        1167.676 (meters)    3830.95  (feet)  COMP
 PA0020  MODELED GRAV-     980,145.7   (mgal)                       NAVD 88
 PA0020
 PA0020  VERT ORDER  -  FIRST     CLASS II
 PA0020
 PA0020.The horizontal coordinates were scaled from a topographic map and have
 PA0020.an estimated accuracy of +/- 6 seconds.
 PA0020
 PA0020.The orthometric height was determined by differential leveling
 PA0020.and adjusted in June 1991.
 PA0020
 PA0020.The geoid height was determined by GEOID03.
 PA0020
 PA0020.The dynamic height is computed by dividing the NAVD 88
 PA0020.geopotential number by the normal gravity value computed on the
 PA0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0020.degrees latitude (g = 980.6199 gals.).
 PA0020
 PA0020.The modeled gravity was interpolated from observed gravity values.
 PA0020
 PA0020;                    North         East    Units  Estimated Accuracy
 PA0020;SPC OR S     -   234,130.    1,668,740.      MT  (+/- 180 meters Scaled)
 PA0020
 PA0020                          SUPERSEDED SURVEY CONTROL
 PA0020
 PA0020  NGVD 29 (??/??/92) 1167.057  (m)         3828.92   (f) ADJ UNCH    1 2
 PA0020
 PA0020.Superseded values are not recommended for survey control.
 PA0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0020.See file dsdata.txt to determine how the superseded data were derived.
 PA0020
 PA0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ869456(NAD 83)
 PA0020_MARKER: DD = SURVEY DISK
 PA0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PA0020_STAMPING: CJ 313 1934
 PA0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0020+STABILITY: SURFACE MOTION
 PA0020
 PA0020  HISTORY     - Date     Condition        Report By
 PA0020  HISTORY     - 1934     MONUMENTED       ORDT
 PA0020  HISTORY     - 1943     GOOD             NGS
 PA0020
 PA0020                          STATION DESCRIPTION
 PA0020
 PA0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PA0020'19.5 MI W FROM JUNTURA.
 PA0020'ABOUT 19.5 MILES WEST ALONG U.S. HIGHWAY 20 FROM THE STATION AT
 PA0020'JUNTURA, MALHEUR COUNTY, 35 FEET NORTHWEST OF THE CENTER OF THE ROAD,
 PA0020'7 FEET ABOVE THE ROAD, 2 FEET SOUTHEAST OF A REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2462 ***********************************************************************
 RD2462  DESIGNATION -  CLACKAMAS
 RD2462  PID         -  RD2462
 RD2462  STATE/COUNTY-  OR/CLACKAMAS
 RD2462  USGS QUAD   -  GLADSTONE (1984)
 RD2462
 RD2462                         *CURRENT SURVEY CONTROL
 RD2462  ___________________________________________________________________
 RD2462* NAD 83(1991)-  45 24 38.12791(N)    122 34 32.61431(W)     ADJUSTED  
 RD2462* NAVD 88     -        51.     (meters)     167.     (feet)  SCALED    
 RD2462  ___________________________________________________________________
 RD2462  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 RD2462  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 RD2462  HORZ ORDER  -  SECOND
 RD2462
 RD2462.The horizontal coordinates were established by classical geodetic methods
 RD2462.and adjusted by the National Geodetic Survey in October 1991.
 RD2462
 RD2462.The orthometric height was scaled from a topographic map.
 RD2462
 RD2462.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2462
 RD2462.The geoid height was determined by GEOID03.
 RD2462
 RD2462;                    North         East     Units Scale Factor Converg.
 RD2462;SPC OR N     -   195,875.376 2,337,542.246   MT  0.99990347   -1 28 19.5
 RD2462;SPC OR N     -   642,635.75  7,669,101.86   iFT  0.99990347   -1 28 19.5
 RD2462;UTM  10      - 5,028,651.052   533,199.573   MT  0.99961355   +0 18 07.7
 RD2462
 RD2462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2462!SPC OR N     -   0.99999557  x   0.99990347  =   0.99989904
 RD2462!UTM  10      -   0.99999557  x   0.99961355  =   0.99960912
 RD2462
 RD2462:                Primary Azimuth Mark                     Grid Az
 RD2462:SPC OR N     -  PORTLAND RAD STA KEX WEST MAST           026 02 58.8
 RD2462:UTM  10      -  PORTLAND RAD STA KEX WEST MAST           024 16 31.6
 RD2462
 RD2462|---------------------------------------------------------------------|
 RD2462| PID    Reference Object                     Distance      Geod. Az  |
 RD2462|                                                           dddmmss.s |
 RD2462| RD2459 PORTLAND RAD STA KEX WEST MAST      APPROX. 1.4 KM 0243439.3 |
 RD2462| RD2458 PORTLAND RAD STA KEX CEN MAST       APPROX. 1.5 KM 0263809.2 |
 RD2462| RD2457 PORTLAND RAD STA KEX EAST MAST      APPROX. 1.5 KM 0302648.2 |
 RD2462| CE2416 CLACKAMAS RM 1                        5.662 METERS 07635     |
 RD2462| CE2415 CLACKAMAS AZ MK                                    0890940.7 |
 RD2462| CE2417 CLACKAMAS RM 2                        7.879 METERS 23150     |
 RD2462| RD2477 OATFIELD                            APPROX. 3.3 KM 2792201.8 |
 RD2462|---------------------------------------------------------------------|
 RD2462
 RD2462                          SUPERSEDED SURVEY CONTROL
 RD2462
 RD2462  NAD 83(1986)-  45 24 38.14624(N)    122 34 32.62174(W) AD(       ) 2
 RD2462  NAD 27      -  45 24 38.71480(N)    122 34 28.29479(W) AD(       ) 2
 RD2462
 RD2462.Superseded values are not recommended for survey control.
 RD2462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2462.See file dsdata.txt to determine how the superseded data were derived.
 RD2462
 RD2462_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER3320028651(NAD 83)
 RD2462_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RD2462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD2462
 RD2462  HISTORY     - Date     Condition        Report By
 RD2462  HISTORY     - 1962     MONUMENTED       CGS
 RD2462  HISTORY     - 19990905 MARK NOT FOUND   USPSQD
 RD2462
 RD2462                          STATION DESCRIPTION
 RD2462
 RD2462'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 RD2462'THE STATION IS 1/2 MILE WEST OF THE TOWN OF CLACKAMAS, ON THE
 RD2462'SOUTH RIGHT-OF-WAY OF CLACKAMAS ROAD.
 RD2462'
 RD2462'TO REACH THE STATION FROM THE POST OFFICE IN CLACKAMAS GO NORTH
 RD2462'ON LAWERENCE STREET FOR 0.05 MILE TO CLACKAMAS ROAD, TURN LEFT AND
 RD2462'GO WEST ON CLACKAMAS ROAD FOR 0.15 MILE TO THE AZIMUTH MARK ON
 RD2462'THE RIGHT.  CONTINUE WEST ON CLACKAMAS ROAD FOR 0.15 MILE TO
 RD2462'THE STATION AND REFERENCE MARKS ON THE LEFT.
 RD2462'
 RD2462'THE STATION MARK, STAMPED CLACKAMAS 1961, IS A STANDARD DISK SET
 RD2462'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH
 RD2462'WITH THE GROUND.  IT IS 34 FEET EAST OF THE CENTER OF 5TH
 RD2462'AVENUE, 22 FEET SOUTH OF THE CENTER OF CLACKAMAS ROAD AND 3 FEET
 RD2462'EAST OF A POWER LINE BRACE POLE.
 RD2462'
 RD2462'REFERENCE MARK NO. 1, STAMPED CLACKAMAS NO 1 1961, IS A
 RD2462'STANDARD DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 RD2462'MONUMENT THAT PROJECTS 2 INCHES.  IT IS 52 FEET WEST OF THE CENTER
 RD2462'OF 5TH AVENUE AND 17 FEET SOUTH OF THE CENTER OF CLACKAMAS ROAD.
 RD2462'
 RD2462'REFERENCE MARK NO. 2, STAMPED CLACKAMAS NO 2 1961, IS A
 RD2462'STANDARD DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 RD2462'MONUMENT THAT PROJECTS 1 INCH.  IT IS 38 FEET SOUTH OF THE
 RD2462'CENTER OF CLACKAMAS ROAD, 13 FEET WEST OF THE CENTER OF 5TH
 RD2462'AVENUE AND 4 FEET SOUTH OF THE MAIL BOX OF MR. FRANK GOLKA.
 RD2462'
 RD2462'THE DISTANCE BETWEEN R.M. 1 AND R.M. 2 IS 43.4 FEET.
 RD2462'
 RD2462'THE AZIMUTH MARK, STAMPED CLACKAMAS 1961, IS A STANDARD DISK SET IN
 RD2462'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH
 RD2462'WITH THE GROUND.  IT IS 16 FEET NORTH OF THE CENTER OF CLACKAMAS
 RD2462'ROAD, 12 FEET EAST OF THE CENTER OF A DRIVE WAY AND 3 FEET
 RD2462'NORTHWEST OF A POWER POLE.
 RD2462'
 RD2462'NOTE--THE STATION WAS MARKED IN 1961 AND WAS OCCUPIED IN 1962.
 RD2462
 RD2462                          STATION RECOVERY (1999)
 RD2462
 RD2462'RECOVERY NOTE BY US POWER SQUADRON 1999
 RD2462'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2492 ***********************************************************************
 RD2492  DESIGNATION -  CLACKAMAS HEIGHTS WATER TANK
 RD2492  PID         -  RD2492
 RD2492  STATE/COUNTY-  OR/CLACKAMAS
 RD2492  USGS QUAD   -  OREGON CITY (1985)
 RD2492
 RD2492                         *CURRENT SURVEY CONTROL
 RD2492  ___________________________________________________________________
 RD2492* NAD 83(1991)-  45 22 00.27925(N)    122 34 53.98999(W)     ADJUSTED  
 RD2492* NAVD 88     -              **(meters)            **(feet)            
 RD2492  ___________________________________________________________________
 RD2492  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 RD2492  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 RD2492  HORZ ORDER  -  THIRD
 RD2492
 RD2492.The horizontal coordinates were established by classical geodetic methods
 RD2492.and adjusted by the National Geodetic Survey in October 1991.
 RD2492
 RD2492
 RD2492.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2492
 RD2492.The geoid height was determined by GEOID03.
 RD2492
 RD2492;                    North         East     Units Scale Factor Converg.
 RD2492;SPC OR N     -   191,016.317 2,336,952.098   MT  0.99990054   -1 28 34.6
 RD2492;SPC OR N     -   626,693.95  7,667,165.68   iFT  0.99990054   -1 28 34.6
 RD2492;UTM  10      - 5,023,777.458   532,760.266   MT  0.99961320   +0 17 51.7
 RD2492
 RD2492                          SUPERSEDED SURVEY CONTROL
 RD2492
 RD2492  NAD 83(1986)-  45 22 00.29708(N)    122 34 53.99728(W) AD(       ) 4
 RD2492  NAD 27      -  45 22 00.84550(N)    122 34 49.62710(W) AD(       ) 3
 RD2492
 RD2492.Superseded values are not recommended for survey control.
 RD2492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2492.See file dsdata.txt to determine how the superseded data were derived.
 RD2492
 RD2492_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER3276023777(NAD 83)
 RD2492
 RD2492  HISTORY     - Date     Condition        Report By
 RD2492  HISTORY     - 1962     MONUMENTED       CGS
 RD2492  HISTORY     - 20040621 MARK NOT FOUND   USPSQD
 RD2492
 RD2492                          STATION DESCRIPTION
 RD2492
 RD2492'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 RD2492'STATION IS IN THE SOUTH CENTRAL PART OF CLACKAMAS HEIGHTS.
 RD2492'
 RD2492'STATION IS AN ELEVATED WATER TANK SUPPORTED BY A 4-LEGGED STEEL
 RD2492'STRUCTURE, HAVING AN OVER-ALL HEIGHT OF 150 AND THE VENT AT THE
 RD2492'TOP AND CENTER WAS THE POINT OBSERVED UPON.
 RD2492'
 RD2492'TO REACH THE STATION FROM THE PARK PLACE SCHOOL GO SOUTH ON
 RD2492'N.E. FRONT AVENUE FOR 0.35 MILE TO A SIDE ROAD RIGHT, TURN RIGHT
 RD2492'AND GO WEST FOR 0.1 MILE TO THE STATION ON THE RIGHT.
 RD2492
 RD2492                          STATION RECOVERY (2004)
 RD2492
 RD2492'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 RD2492'THE TANK AND THE STRUCTURE HAVE BEEN REMOVED AND REPLACED WITH THE
 RD2492'HEIGHTS HOUSING AUTHORITY BUILDING. THIS STATION SHOULD BE CONSIDERED
 RD2492'LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1533 ***********************************************************************
 OA1533  DESIGNATION -  CLAM 2
 OA1533  PID         -  OA1533
 OA1533  STATE/COUNTY-  OR/COOS
 OA1533  USGS QUAD   -  EMPIRE (1970)
 OA1533
 OA1533                         *CURRENT SURVEY CONTROL
 OA1533  ___________________________________________________________________
 OA1533* NAD 83(1991)-  43 23 14.55335(N)    124 18 05.93198(W)     ADJUSTED  
 OA1533* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 OA1533  ___________________________________________________________________
 OA1533  LAPLACE CORR-          16.63  (seconds)                    DEFLEC99
 OA1533  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 OA1533  HORZ ORDER  -  SECOND
 OA1533
 OA1533.The horizontal coordinates were established by classical geodetic methods
 OA1533.and adjusted by the National Geodetic Survey in October 1991.
 OA1533
 OA1533.The orthometric height was scaled from a topographic map.
 OA1533
 OA1533.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1533
 OA1533.The geoid height was determined by GEOID03.
 OA1533
 OA1533;                    North         East     Units Scale Factor Converg.
 OA1533;SPC OR S     -   198,130.907 1,192,100.447   MT  0.99990188   -2 36 03.2
 OA1533;SPC OR S     -   650,035.78  3,911,090.71   iFT  0.99990188   -2 36 03.2
 OA1533;UTM  10      - 4,804,656.395   394,573.241   MT  0.99973672   -0 53 39.2
 OA1533
 OA1533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1533!SPC OR S     -   1.00000268  x   0.99990188  =   0.99990456
 OA1533!UTM  10      -   1.00000268  x   0.99973672  =   0.99973940
 OA1533
 OA1533:                Primary Azimuth Mark                     Grid Az
 OA1533:SPC OR S     -  SAND BEACH 2 RESET                       046 13 23.3
 OA1533:UTM  10      -  SAND BEACH 2 RESET                       044 30 59.3
 OA1533
 OA1533|---------------------------------------------------------------------|
 OA1533| PID    Reference Object                     Distance      Geod. Az  |
 OA1533|                                                           dddmmss.s |
 OA1533| OA1508 SAND BEACH 2 RESET                  APPROX. 1.7 KM 0433720.1 |
 OA1533| OA1515 USCG EMPIRE BASE TANK               APPROX. 1.9 KM 0724455.5 |
 OA1533| OA1535 SITKA DOCK LIGHT                    APPROX. 1.3 KM 1641607.2 |
 OA1533| CD9684 CLAM 2 RM 1                          21.671 METERS 22140     |
 OA1533|---------------------------------------------------------------------|
 OA1533
 OA1533                          SUPERSEDED SURVEY CONTROL
 OA1533
 OA1533  NAD 83(1986)-  43 23 14.54976(N)    124 18 05.97985(W) AD(       ) 2
 OA1533  NAD 27      -  43 23 15.14400(N)    124 18 01.55800(W) AD(       ) 2
 OA1533
 OA1533.Superseded values are not recommended for survey control.
 OA1533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1533.See file dsdata.txt to determine how the superseded data were derived.
 OA1533
 OA1533_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCP9457304656(NAD 83)
 OA1533_MARKER: Z = SEE DESCRIPTION
 OA1533_SETTING: 0 = UNSPECIFIED SETTING
 OA1533
 OA1533  HISTORY     - Date     Condition        Report By
 OA1533  HISTORY     - 1945     MONUMENTED       CGS
 OA1533  HISTORY     - 1970     SEE DESCRIPTION  USGS
 OA1533  HISTORY     - 1974     SEE DESCRIPTION  NGS
 OA1533
 OA1533                          STATION DESCRIPTION
 OA1533
 OA1533'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (KGC)
 OA1533'ON THE W SIDE OF COOS BAY, ABOUT 1 MILE SW OF EMPIRE, ABOUT 0.6
 OA1533'MILE NNE OF EMPIRE R.C. DOCK, ON TOP OF THE HIGHEST SAND DUNE
 OA1533'IN THE VICINITY, ABOUT 100 FEET NE OF TELEPHONE POLE 23, AND ABOUT
 OA1533'75 FEET FROM HIGH-WATER LINE.
 OA1533'
 OA1533'STATION MARK IS A BRONZE STATION DISK SET IN CONCRETE AT THE CENTER
 OA1533'OF THE TOP OF A TILE WHICH IS EMBEDDED IN THE GROUND.  DISK IS
 OA1533'STAMPED CLAM 2 1945.  UNDERGROUND MARK IS A BRONZE STATION DISK
 OA1533'SET IN THE TOP OF A 2-INCH GALVANIZED-IRON PIPE 8 FEET LONG AND
 OA1533'IS 4 FEET BELOW THE SURFACE OF THE GROUND.  DISK IS STAMPED CLAM
 OA1533'2 1945.
 OA1533'
 OA1533'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN CONCRETE AT
 OA1533'THE CENTER OF THE TOP OF A TILE WHICH IS EMBEDDED IN THE
 OA1533'GROUND.  IT IS ON THE NEXT SAND DUNE TO THE SW OF THE STATION AND
 OA1533'IS ABOUT 1 FOOT LOWER.  DISK IS STAMPED CLAM 2 1945.
 OA1533'
 OA1533'LETTER FROM DISTRICT ENGINEER, PORTLAND DISTRICT, PORTLAND, OREGON,
 OA1533'DATED OCTOBER 11, 1945--STATION CLAM WAS ESTABLISHED IN 1937 AND
 OA1533'BECAME BURIED UNDER DRIFTING SAND BY 1944.  CLAM 2 WAS SET IN THE
 OA1533'SAME VICINITY JUST A LITTLE S OF THE OLD ORIGINAL STATION IN 1945.
 OA1533'
 OA1533'LETTER FROM LT. (J.G.) JOHN O. BOYER, U.S.C. AND G.S. DATED
 OA1533'OCTOBER 18, 1945--A STATION CLAM HAD BEEN ESTABLISHED BY THE
 OA1533'U.S.E.D. PREVIOUSLY.  THE STATION HAD NEVER BEEN OCCUPIED BY THE
 OA1533'U.S.C. AND G.S.  THE ORIGINAL CLAM WAS LOST AND WE ESTABLISHED A
 OA1533'NEW STATION IN THE VICINITY AND CALLED IT CLAM 2.
 OA1533'
 OA1533'LETTER FROM LT. COMDR. WALTER J. CHOVAN, U.S.C. AND G.S., DATED
 OA1533'OCTOBER 8, 1945--CLAM 2 1945 - THIS IS A NEW STATION ESTABLISHED
 OA1533'BY US IN 1945.  THE U.S.E. HAD A STATION NAMED CLAM ABOUT 500
 OA1533'FEET TO THE S.  IT WAS MARKED BY A 1-INCH PIPE ABOUT 4 FEET LONG
 OA1533'DRIVEN INTO THE SAND DUNE.  CHUMMY (A U.S.E. EMPLOYEE) DESTROYED
 OA1533'THIS STATION.
 OA1533
 OA1533                          STATION RECOVERY (1970)
 OA1533
 OA1533'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 OA1533'STATION IS LOCATED ABOUT 1.2 MILES SW OF EMPIRE, ABOUT 1.0 MILE
 OA1533'NW OF THE PROMINENT CONCRETE STACK AT THE COOS HEAD TIMBER COMPANY
 OA1533'PULP SAWMILL COMPLEX, ON THE EAST SHORE OF NORTH SPIT, AND ON THE
 OA1533'HIGHEST GRASS COVERED SAND DUNE ABOUT 25 FEET ABOVE MEAN SEA
 OA1533'LEVEL.
 OA1533'
 OA1533'STATION MARK IS FLUSH AND IN GOOD CONDITION.  IT IS CURRENTLY
 OA1533'SURROUNDED BY A THREE-LEGGED WHITE WOODEN TARGET ABOUT 12 FEET
 OA1533'HIGH THAT HAS SOMEWHAT DETERIORATED.
 OA1533'
 OA1533'R.M. 1 WAS FOUND AS DESCRIBED EXCEPT THAT ITS COMPLETE STAMPING
 OA1533'IS CLAM 2 1945 NO. 1.
 OA1533
 OA1533                          STATION RECOVERY (1974)
 OA1533
 OA1533'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RBM)
 OA1533'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  HOWEVER
 OA1533'THE WIND HAS ERODED THE SOUTH SIDE OF THE DUNE TO WITHIN ABOUT 2
 OA1533'FEET OF THE STATION MONUMENT.
 OA1533'
 OA1533'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CLAM 2 NO. 1 1945 SET
 OA1533'IN THE TOP OF A 6 INCH SQUARE, CONCRETE MONUMENT, PROJECTING 6
 OA1533'INCHES ABOVE THE SAND.
 OA1533'
 OA1533'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OA1533'1 MILE SW OF EMPIRE (COOS BAY).
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AJ8165 ***********************************************************************
 AJ8165  DESIGNATION -  CLARA
 AJ8165  PID         -  AJ8165
 AJ8165  STATE/COUNTY-  OR/WASHINGTON
 AJ8165  USGS QUAD   -  DIXIE MOUNTAIN (1990)
 AJ8165
 AJ8165                         *CURRENT SURVEY CONTROL
 AJ8165  ___________________________________________________________________
 AJ8165* NAD 83(2007)-  45 38 35.45271(N)    122 59 19.72072(W)     ADJUSTED  
 AJ8165* NAVD 88     -        61.5    (meters)     202.     (feet)  GPS OBS   
 AJ8165  ___________________________________________________________________
 AJ8165  EPOCH DATE  -        2007.00
 AJ8165  X           -  -2,432,056.674 (meters)                     COMP
 AJ8165  Y           -  -3,746,640.423 (meters)                     COMP
 AJ8165  Z           -   4,537,636.868 (meters)                     COMP
 AJ8165  LAPLACE CORR-          -4.98  (seconds)                    DEFLEC99
 AJ8165  ELLIP HEIGHT-          38.982 (meters)          (02/10/07) ADJUSTED
 AJ8165  GEOID HEIGHT-         -22.55  (meters)                     GEOID03
 AJ8165
 AJ8165  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ8165  Type    PID    Designation                      North   East  Ellip
 AJ8165  -------------------------------------------------------------------
 AJ8165  NETWORK AJ8165 CLARA                             0.82   0.55   2.63
 AJ8165  -------------------------------------------------------------------
 AJ8165
 AJ8165.The horizontal coordinates were established by GPS observations
 AJ8165.and adjusted by the National Geodetic Survey in February 2007.
 AJ8165
 AJ8165.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ8165.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ8165.The horizontal coordinates are valid at the epoch date displayed above.
 AJ8165.The epoch date for horizontal control is a decimal equivalence
 AJ8165.of Year/Month/Day.
 AJ8165
 AJ8165.The orthometric height was determined by GPS observations and a
 AJ8165.high-resolution geoid model.
 AJ8165
 AJ8165.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8165
 AJ8165.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8165
 AJ8165.The ellipsoidal height was determined by GPS observations
 AJ8165.and is referenced to NAD 83.
 AJ8165
 AJ8165.The geoid height was determined by GEOID03.
 AJ8165
 AJ8165;                    North         East     Units Scale Factor Converg.
 AJ8165;SPC OR N     -   222,624.749 2,306,017.459   MT  0.99992885   -1 45 54.1
 AJ8165;SPC OR N     -   730,396.16  7,565,674.08   iFT  0.99992885   -1 45 54.1
 AJ8165;UTM  10      - 5,054,403.792   500,871.918   MT  0.99960001   +0 00 28.8
 AJ8165
 AJ8165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8165!SPC OR N     -   0.99999389  x   0.99992885  =   0.99992274
 AJ8165!UTM  10      -   0.99999389  x   0.99960001  =   0.99959390
 AJ8165
 AJ8165                          SUPERSEDED SURVEY CONTROL
 AJ8165
 AJ8165  NAD 83(1998)-  45 38 35.45050(N)    122 59 19.72227(W) AD(       ) B
 AJ8165  ELLIP H (02/26/02)   38.987  (m)                       GP(       ) 3 2
 AJ8165
 AJ8165.Superseded values are not recommended for survey control.
 AJ8165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8165.See file dsdata.txt to determine how the superseded data were derived.
 AJ8165
 AJ8165_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER0087254404(NAD 83)
 AJ8165_MARKER: DD = SURVEY DISK
 AJ8165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8165_STAMPING: CLARA 2000
 AJ8165_MARK LOGO: OR-067
 AJ8165_PROJECTION: FLUSH
 AJ8165_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ8165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8165+STABILITY: SURFACE MOTION
 AJ8165_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8165+SATELLITE: SATELLITE OBSERVATIONS - November 27, 2000
 AJ8165
 AJ8165  HISTORY     - Date     Condition        Report By
 AJ8165  HISTORY     - 20001127 MONUMENTED       OR-067
 AJ8165
 AJ8165                          STATION DESCRIPTION
 AJ8165
 AJ8165'DESCRIBED BY WASHINGTON COUNTY OREGON 2000 (RDS)
 AJ8165'THE STATION IS 4.5 MI (7.24 KM) NORTH OF NORTH PLAINS.  OWNERSHIP --
 AJ8165'OREGON STATE
 AJ8165'DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY.
 AJ8165' 
 AJ8165'TO REACH THE STATION FROM THE INTERSECTION OF GLENCOE ROAD AND THE OFF
 AJ8165'RAMP FROM
 AJ8165'U.S. HIGHWAY 26 (SUNSET HIGHWAY) TO NORTH PLAINS, GO NORTH ON GLENCOE
 AJ8165'ROAD, CONTINUING
 AJ8165'NORTH AS IT BECOMES SHADYBROOK, FOR 3.4 MI (5.4 KM) TO INTERSECTION
 AJ8165'WITH DIXIE MT.
 AJ8165'ROAD AND DORLAND ROAD.  TURN LEFT ON DIXIE MT. ROAD FOR 1.2 MI (1.9
 AJ8165'KM) TO THE
 AJ8165'INTERSECTION OF NORTHRUP ROAD.  TURN LEFT ON NORTHRUP ROAD FOR 0.2 MI
 AJ8165'(0.3 KM) TO THE
 AJ8165'STATION ON THE SOUTH SIDE OF THE ROAD.  BLUEBERRY FIELD TO NORTH AND
 AJ8165'SOUTH AND A LARGE
 AJ8165'RETENTION DITCH TO SOUTH OF THE STATION.
 AJ8165' 
 AJ8165'THE STATION IS A BRASS WASHINGTON COUNTY SURVEYOR DISK SET IN TOP OF A
 AJ8165'SLIGHTLY DOMED
 AJ8165'CONCRETE MONUMENT ENCASED IN A 12 IN (30 CM) CAST IRON MONUMENT BOX
 AJ8165'SURROUNDED BY
 AJ8165'CONCRETE FLUSH WITH THE GROUND.  DISK IS RECESSED 14 CM BELOW THE
 AJ8165'MONUMENT BOX LID.  IT
 AJ8165'IS 769.8 FT (237.4 M) NORTHEAST OF THE CONCRETE BUTTRESS OF THE CORNER
 AJ8165'OF THE BRIDGE,
 AJ8165'215.6 FT (66.5 M) FROM POWER POLE MAP B2219 POLE NUMBER 856, 155.6 FT
 AJ8165'(48.0 M) FROM POWER
 AJ8165'POLE NUMBER 855 1988, AND 1 FT (0.3 M) EAST FROM A STEEL WITNESS POST.
 AJ8165'
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0566 ***********************************************************************
 RD0566  DESIGNATION -  CLARK
 RD0566  PID         -  RD0566
 RD0566  STATE/COUNTY-  OR/COLUMBIA
 RD0566  USGS QUAD   -  SAUVIE ISLAND (1990)
 RD0566
 RD0566                         *CURRENT SURVEY CONTROL
 RD0566  ___________________________________________________________________
 RD0566* NAD 83(1991)-  45 44 23.44275(N)    122 50 24.96278(W)     ADJUSTED  
 RD0566* NAVD 88     -         9.810  (meters)      32.19   (feet)  POSTED    
 RD0566  ___________________________________________________________________
 RD0566  LAPLACE CORR-          -3.59  (seconds)                    DEFLEC99
 RD0566  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 RD0566  DYNAMIC HT  -           9.810 (meters)      32.19  (feet)  COMP
 RD0566  MODELED GRAV-     980,640.8   (mgal)                       NAVD 88
 RD0566
 RD0566  HORZ ORDER  -  THIRD
 RD0566  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 RD0566
 RD0566.The horizontal coordinates were established by classical geodetic methods
 RD0566.and adjusted by the National Geodetic Survey in October 1991.
 RD0566
 RD0566.The orthometric height was determined by differential leveling
 RD0566.and adjusted by the  in 1992.
 RD0566.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 RD0566.was located on a no-check spur therefore a value was not computed.
 RD0566.No vertical observational check was made to the station.
 RD0566
 RD0566.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD0566
 RD0566.The geoid height was determined by GEOID03.
 RD0566
 RD0566.The dynamic height is computed by dividing the NAVD 88
 RD0566.geopotential number by the normal gravity value computed on the
 RD0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0566.degrees latitude (g = 980.6199 gals.).
 RD0566
 RD0566.The modeled gravity was interpolated from observed gravity values.
 RD0566
 RD0566;                    North         East     Units Scale Factor Converg.
 RD0566;SPC OR N     -   233,017.275 2,317,903.051   MT  0.99994426   -1 39 34.9
 RD0566;SPC OR N     -   764,492.37  7,604,668.80   iFT  0.99994426   -1 39 34.9
 RD0566;SPC WA S     -    47,886.168   317,890.054   MT  1.00002250   -1 41 59.9
 RD0566;SPC WA S     -   157,106.54  1,042,944.29   sFT  1.00002250   -1 41 59.9
 RD0566;UTM  10      - 5,065,155.577   512,426.299   MT  0.99960190   +0 06 51.8
 RD0566
 RD0566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD0566!SPC OR N     -   1.00000200  x   0.99994426  =   0.99994626
 RD0566!SPC WA S     -   1.00000200  x   1.00002250  =   1.00002450
 RD0566!UTM  10      -   1.00000200  x   0.99960190  =   0.99960390
 RD0566
 RD0566|---------------------------------------------------------------------|
 RD0566| PID    Reference Object                     Distance      Geod. Az  |
 RD0566|                                                           dddmmss.s |
 RD0566| RD0567 CLARK RM 2                            8.105 METERS 01118     |
 RD0566| RD3568 MULTNOMAH CHAN C W N OIL TK          42.997 METERS 06257     |
 RD0566| RD3564 MULTNOMAH CHAN C W S OIL TK          41.124 METERS 07634     |
 RD0566| CE2419 CLARK RM 3                            8.516 METERS 19119     |
 RD0566| CE2475 D AND D 18                                         2335727.8 |
 RD0566| CE2418 CLARK RM 1                            4.888 METERS 28120     |
 RD0566|---------------------------------------------------------------------|
 RD0566
 RD0566                          SUPERSEDED SURVEY CONTROL
 RD0566
 RD0566  NAD 83(1986)-  45 44 23.46238(N)    122 50 24.96234(W) AD(       ) 3
 RD0566  NAD 27      -  45 44 24.04700(N)    122 50 20.59400(W) AD(       ) 3
 RD0566  NGVD 29 (??/??/92)    8.794  (m)           28.85   (f) ADJ UNCH    1 2
 RD0566
 RD0566.Superseded values are not recommended for survey control.
 RD0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0566.See file dsdata.txt to determine how the superseded data were derived.
 RD0566
 RD0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1242665156(NAD 83)
 RD0566_MARKER: DS = TRIANGULATION STATION DISK
 RD0566_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RD0566_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RD0566_STAMPING: CLARK 1938
 RD0566_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0566
 RD0566  HISTORY     - Date     Condition        Report By
 RD0566  HISTORY     - 1938     MONUMENTED       CGS
 RD0566  HISTORY     - 1941     GOOD             NGS
 RD0566  HISTORY     - 1942     GOOD             CGS
 RD0566  HISTORY     - 1967     GOOD             CGS
 RD0566
 RD0566                          STATION DESCRIPTION
 RD0566
 RD0566'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (WMS)
 RD0566'STATION IS ON THE W BANK OF MULTNOMAH CHANNEL AT CHAPMAN LANDING ON
 RD0566'THE TOP OF THE LEVEE ALMOST OPPOSITE THE UPSTREAM OF TWO OIL TANKS
 RD0566'ON THE CLARK AND WILSON LOG DUMP.  STATION IS 10-1/4 METERS E OF THE
 RD0566'COUNTY ROAD CENTER LINE, 8-1/2 METERS S OF A GATE ON TOP OF THE
 RD0566'LEVEE, AND 98 METERS NE OF THE NE GABLE OF A BARN.
 RD0566'
 RD0566'STATION MARK IS A STANDARD DISK STAMPED, CLARK 1938, AND CEMENTED
 RD0566'IN A 4-INCH CAST-IRON SOIL PIPE.
 RD0566'
 RD0566'REFERENCE MARKS NO.1 AND NO.2 ARE STANDARD DISKS STAMPED, CLARK
 RD0566'1938, AND CEMENTED IN A 4-INCH CAST-IRON SOIL PIPE.  A U.S. ENGINEERS
 RD0566'DIKE SURVEY MARK PROVIDES A THIRD REFERENCE MARK.
 RD0566
 RD0566                          STATION RECOVERY (1941)
 RD0566
 RD0566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 RD0566'2.2 MI E FROM SCAPPOOSE.
 RD0566'NEAR CHAPMAN LANDING, ABOUT 0.1 MILE SOUTH ALONG A DIKE FROM THE SHORE
 RD0566'END OF CLARK AND WILSON LUMBER CO. LOG DUMP, NEAR TWO LARGE OIL TANKS
 RD0566'ON EAST SIDE OF DIKE.  WITNESS POST MARKED USBM.  NOTE-- A LARGE STEEL
 RD0566'BARREL HAS BEEN PLACED AROUND THE MARK.
 RD0566
 RD0566                          STATION RECOVERY (1942)
 RD0566
 RD0566'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (GEB)
 RD0566'PRESENT CONDITION OF MARK IS GOOD.  A STANDARD TRIANGULATION DISK,
 RD0566'STAMPED CLARK 1938, SET IN THE TOP OF A 4-INCH CAST IRON SOIL PIPE,
 RD0566'ABOUT 30 INCHES LONG BURIED IN THE GROUND WITH ABOUT 4 INCHES ABOVE
 RD0566'THE GROUND LEVEL, LOCATED ON THE WATER SIDE OF THE W DIKE OF THE
 RD0566'MULTNOMAH CHANNEL ABOUT 2 MILES SE (AIR LINE) OF SCAPPOOSE,
 RD0566'OREGON.  MARK IS 3-1/2 FEET BELOW THE DIKE TOP, 8.9 FEET ABOVE THE
 RD0566'GRAVEL ROAD ON THE W SIDE OF THE DIKE, 0.15 MILE N OF S END OF
 RD0566'WILLIAM MARTINS LARGE DAIRY BARN WITH THREE GALVANIZED IRON CUPOLAS
 RD0566'WITH WIND VANES, LOCATED ON DIKE ROAD, ABOUT 150 FEET SE OF
 RD0566'P.E.P.CO., ELECTRIC POLE NO. 599, ABOUT 100 FEET SW OF TWO LARGE
 RD0566'FUEL OIL TANKS AT END OF RAILROAD OF CLARK AND WILSON LUMBER COMPANY
 RD0566'AND ABOUT 8 FEET E OF E TOP OF DIKE.  NOTE--CHAPMAN LANDING IS GIVEN
 RD0566'ON CHART 6154 BUT APPARENTLY IS NOT KNOWN BY THAT NAME NOW.  TWO
 RD0566'LARGE FUEL OIL TANKS ARE LOCATED HERE AND ARE AT THE END OF THE
 RD0566'BRANCH RAILROAD FROM VERNONIA.  OWNED BY CLARK AND WILSON LUMBER
 RD0566'COMPANY.
 RD0566'
 RD0566'TO REACH STATION FROM SCAPPOOSE, TAKE U.S. HIGHWAY 30 S FOR TWO
 RD0566'MILES TO ROAD INTERSECTION MARKED WITH SIGNPOST SCAPPOOSE 2 MILES.
 RD0566'DIKE ROAD.  AND JOHNSON LANDING.
 RD0566'
 RD0566'TURN LEFT (E) ACROSS RAILROAD TRACKS AND FOLLOW GRAVEL ROAD 0.75
 RD0566'MILE TO CROSSROADS WITH SIGNPOST POINTING N DIKE ROAD.
 RD0566'
 RD0566'TURN LEFT (N) AND FOLLOW GRAVEL ROAD 1.2 MILES TO WILLIAM MARTINS
 RD0566'DAIRY BARN ON E SIDE OF ROAD.  CONTINUE N ON GRAVEL ROAD PAST BEND IN
 RD0566'ROAD, A DISTANCE OF 0.15 MILE.  THEN WALK ABOUT 100 FEET UP DIKE TO
 RD0566'STATION.
 RD0566'
 RD0566'REFERENCE MARK NO. 1 DESTROYED AND FOUND LYING BESIDE REFERENCE
 RD0566'MARK NO.2 1938.  LOCAL INFORMATION IS THAT THE DIKE WAS RAISED 4 FEET
 RD0566'IN 1939 AND UNDOUBTEDLY THE MARK WAS DESTROYED THEN.
 RD0566'
 RD0566'REFERENCE MARK NO. 2 IS IN FAIR CONDITION.  IT IS A STANDARD
 RD0566'TRIANGULATION REFERENCE DISK, STAMPED CLARK NO.2 1938, SET IN THE
 RD0566'TOP OF A 4-INCH CAST IRON SOIL PIPE, ABOUT 30 INCHES LONG, BURIED IN
 RD0566'THE GROUND WITH ABOUT 8 INCHES PROJECTING ABOVE THE GROUND LEVEL.
 RD0566'LOCATED ON THE WATER SIDE OF THE W DIKE OF THE MULTNOMAH CHANNEL
 RD0566'ABOUT 2 MILES SE OF SCAPPOOSE (AIR LINE).  MARK IS 4.7 FEET BELOW
 RD0566'THE DIKE TOP, 7.7 FEET ABOVE GRAVEL ROAD ON W SIDE OF DIKE, ABOUT
 RD0566'120 FEET E BY S OF P.E.P.CO., ELECTRIC POLE NO. 599, ABOUT 100 FEET
 RD0566'W OF TWO LARGE FUEL OIL TANKS AT END OF RAILROAD OF CLARK AND WILSON
 RD0566'LUMBER COMPANY AND ABOUT 10 FEET W OF DIKE TOP.  IT IS ABOUT 25 FEET
 RD0566'N OF STATION CLARK.  THIS MARK HAS EVIDENTLY BEEN HIT DURING WORK
 RD0566'ON THE DIKE AS IT IS NOW LEANING TO THE S.  THE SLOPE IS ABOUT 1/2
 RD0566'INCH FROM THE CENTER OF THE DISK TO ITS EDGE.
 RD0566'
 RD0566'THE U.S.E. PIPE THAT WAS 5 FEET E OF STATION, AND ABOUT 0.17 FOOT
 RD0566'LOWER IN ELEVATION WAS SEARCHED FOR BUT COULD NOT BE FOUND.  THE
 RD0566'GROUND 5 FEET E IS 1.7 FEET LOWER AT THE PRESENT TIME.  45 MINUTES
 RD0566'WAS SPENT WITH A SHOVEL DIGGING AND PRODDING THE GROUND IN THE
 RD0566'LOCATION WHERE THE MARK WAS SUPPOSED TO BE AS WELL AS IN OTHER
 RD0566'DIRECTIONS.
 RD0566'
 RD0566'4 FEET WAS ADDED TO THE DIKE IN 1939 AND IT IS PROBABLE THAT AT
 RD0566'THIS TIME THE MARKER WAS DESTROYED AS ONE OF THE USC AND GS BENCH
 RD0566'MARKS WERE TORN OUT.
 RD0566
 RD0566                          STATION RECOVERY (1967)
 RD0566
 RD0566'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JCL)
 RD0566'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED IN GOOD
 RD0566'CONDITION.  REFERENCE MARK NO. 1 HAD BEEN DESTROYED.  REFERENCE MARK
 RD0566'NO. 3 AND AN AZIMUTH WAS ESTABLISHED.  A NEW AND COMPLETE
 RD0566'DESCRIPTION FOLLOWS.
 RD0566'
 RD0566'THE STATION IS 2 MILES SOUTHEAST OF SCAPPOOSE ON THE WEST DIKE OF
 RD0566'MULTNOMAH CHANNEL ON LAND OWNED BY MR. FRED BERNET.
 RD0566'
 RD0566'TO REACH THE STATION FROM THE SCAPPOOSE POST OFFICE GO SOUTHEAST ON
 RD0566'U.S. HIGHWAY 30 FOR 1.9 MILES TO A CROSSROAD AND SIGN DIKE ROAD
 RD0566'JOHNSON LANDING, TURN LEFT AS PER SIGN, CROSS THE RAILROAD TRACKS
 RD0566'AND GO EAST ON THE MACADAM ROAD FOR 0.7 MILE TO A FORK, TAKE LEFT
 RD0566'FORK AND GO NORTHEAST ON THE MACADAM, PARALELLING THE DIKE FOR 0.95
 RD0566'MILE TO THE U.S. CORP. OF ENGINEERS BENCH MARK D AND D-18, USED
 RD0566'FOR THE AZIMUTH MARK.  CONTINUE NORTHEAST ON THE MACADAM FOR 0.25
 RD0566'MILE TO MR. BERNETS RESIDENCE ON THE RIGHT, CONTINUE NORTH ON THE
 RD0566'MACADAM ROAD FOR 0.1 MILE TO THE STATION ON THE RIGHT, JUST NORTH
 RD0566'OF A FENCE THAT CROSSES THE DIKE.
 RD0566'
 RD0566'THE STATION MARK, STAMPED CLARK 1938, IS A STANDARD DISK SET IN
 RD0566'CONCRETE IN A 4-INCH IRON PIPE THAT IS 2 INCHES BELOW THE SURFACE.
 RD0566'IT IS 270 FEET NORTH OF THE NORTHEAST CORNER OF A HAY STORAGE
 RD0566'SHED, 95 FEET EAST OF THE CENTER OF THE MACADAM ROAD, 94 FEET WEST
 RD0566'OF A FENCE, 62 FEET NORTH OF THE EAST END OF A GATE, 16 FEET EAST OF
 RD0566'THE CENTER OF THE DIKE, 1 FOOT EAST OF A METAL WITNESS POST AND 3
 RD0566'FEET BELOW THE TOP OF THE DIKE.
 RD0566'
 RD0566'REFERENCE MARK NO. 2, STAMPED CLARK NO 2 1938, IS A STANDARD DISK
 RD0566'SET IN CONCRETE IN A 4-INCH IRON PIPE THAT PROJECTS 4 INCHES, 27
 RD0566'FEET NORTH OF THE WITNESS POST, 20 FEET EAST OF THE CENTER OF THE
 RD0566'DIKE AND 3 FEET BELOW THE TOP OF THE DIKE.
 RD0566'
 RD0566'REFERENCE MARK NO. 3, STAMPED CLARK NO 3 1938 1967, IS A STANDARD
 RD0566'DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4
 RD0566'INCHES, 28 FEET SOUTH OF THE WITNESS POST, 24 FEET NORTH OF THE EAST
 RD0566'END OF THE GATE, 15 FEET EAST OF THE CENTER OF THE DIKE AND 2 FEET
 RD0566'LOWER THAN THE TOP OF THE DIKE.
 RD0566'
 RD0566'A U.S. CORPS. OF ENGINEERS DISK, STAMPED D AND D-18 1964, MAY BE
 RD0566'USED FOR THE AZIMUTH MARK.  IT IS 250 FEET SOUTHWEST OF A POWER LINE
 RD0566'TOWER, WHERE THE POWER LINE CROSSES THE CHANNEL, 70 FEET SOUTHEAST
 RD0566'OF THE CENTER OF THE MACADAM ROAD, 9 FEET NORTHWEST OF THE CENTER OF
 RD0566'THE DIKE, 18 INCHES SOUTH OF A 2 BY 2 INCH WOODEN WITNESS POST
 RD0566'MARKED USBM AND 8 INCHES BELOW THE SURFACE SET IN CONCRETE.
 RD0566'
 RD0566'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 2 MILES SOUTHEAST
 RD0566'OF SCAPPOOSE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0627 ***********************************************************************
 QC0627  DESIGNATION -  CLARK
 QC0627  PID         -  QC0627
 QC0627  STATE/COUNTY-  OR/GRANT
 QC0627  USGS QUAD   -  RITTER (1995)
 QC0627
 QC0627                         *CURRENT SURVEY CONTROL
 QC0627  ___________________________________________________________________
 QC0627* NAD 83(1991)-  44 59 14.75446(N)    119 09 51.35228(W)     ADJUSTED  
 QC0627* NAVD 88     -       742.214  (meters)    2435.08   (feet)  ADJUSTED  
 QC0627  ___________________________________________________________________
 QC0627  LAPLACE CORR-           6.61  (seconds)                    DEFLEC99
 QC0627  GEOID HEIGHT-         -18.71  (meters)                     GEOID03
 QC0627  DYNAMIC HT  -         742.021 (meters)    2434.45  (feet)  COMP
 QC0627  MODELED GRAV-     980,333.4   (mgal)                       NAVD 88
 QC0627
 QC0627  HORZ ORDER  -  THIRD
 QC0627  VERT ORDER  -  SECOND    CLASS 0
 QC0627
 QC0627.The horizontal coordinates were established by classical geodetic methods
 QC0627.and adjusted by the National Geodetic Survey in October 1991.
 QC0627
 QC0627.The orthometric height was determined by differential leveling
 QC0627.and adjusted in June 1991.
 QC0627
 QC0627.The Laplace correction was computed from DEFLEC99 derived deflections.
 QC0627
 QC0627.The geoid height was determined by GEOID03.
 QC0627
 QC0627.The dynamic height is computed by dividing the NAVD 88
 QC0627.geopotential number by the normal gravity value computed on the
 QC0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0627.degrees latitude (g = 980.6199 gals.).
 QC0627
 QC0627.The modeled gravity was interpolated from observed gravity values.
 QC0627
 QC0627;                    North         East     Units Scale Factor Converg.
 QC0627;SPC OR N     -   147,635.748 2,605,326.159   MT  0.99989957   +0 56 50.2
 QC0627;SPC OR N     -   484,369.25  8,547,658.00   iFT  0.99989957   +0 56 50.2
 QC0627;UTM  11      - 4,983,832.829   329,385.485   MT  0.99995795   -1 31 49.4
 QC0627
 QC0627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QC0627!SPC OR N     -   0.99988658  x   0.99989957  =   0.99978616
 QC0627!UTM  11      -   0.99988658  x   0.99995795  =   0.99984453
 QC0627
 QC0627|---------------------------------------------------------------------|
 QC0627| PID    Reference Object                     Distance      Geod. Az  |
 QC0627|                                                           dddmmss.s |
 QC0627| QC0628 CLARK RM 1                            8.991 METERS 04329     |
 QC0627| QC0952 CROW                                APPROX. 2.0 KM 1335814.1 |
 QC0627| QC0629 CLARK RM 2                           10.543 METERS 21747     |
 QC0627|---------------------------------------------------------------------|
 QC0627
 QC0627                          SUPERSEDED SURVEY CONTROL
 QC0627
 QC0627  NAD 83(1986)-  44 59 14.76161(N)    119 09 51.34810(W) AD(       ) 3
 QC0627  NAD 27      -  44 59 15.21200(N)    119 09 47.40300(W) AD(       ) 3
 QC0627  NGVD 29 (??/??/92)  741.074  (m)         2431.34   (f) ADJ UNCH    2 0
 QC0627
 QC0627.Superseded values are not recommended for survey control.
 QC0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0627.See file dsdata.txt to determine how the superseded data were derived.
 QC0627
 QC0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK2938583833(NAD 83)
 QC0627_MARKER: DB = BENCH MARK DISK
 QC0627_SETTING: 80 = SET IN A BOULDER
 QC0627_SP_SET: BOULDER
 QC0627_STAMPING: CLARK 1946
 QC0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0627+STABILITY: SURFACE MOTION
 QC0627
 QC0627  HISTORY     - Date     Condition        Report By
 QC0627  HISTORY     - 1946     MONUMENTED       CGS
 QC0627  HISTORY     - 1946     GOOD             NGS
 QC0627  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 QC0627
 QC0627                          STATION DESCRIPTION
 QC0627
 QC0627'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 QC0627'STATION IS LOCATED ABOUT 7 MILES NORTH OF RITTER AND ABOUT
 QC0627'10-1/2 MILES WEST OF DALE, AT THE CLARK RANCH ON THE NORTH FORK
 QC0627'JOHN DAY RIVER.  IT IS ON THE SOUTH SIDE OF THE RIVER, ABOUT
 QC0627'125 FEET SOUTH OF THREE PINE TREES AND ABOUT 80 FEET NORTH OF
 QC0627'ANOTHER PINE ALONG THE RIVER BANK.  IT IS ABOUT 0.4 MILE
 QC0627'SOUTH-SOUTHWEST OF THE RANCH HOUSE AND 14 FEET EAST OF WATERS
 QC0627'EDGE.  THE MARK IS A U.S.C. AND G.S BENCH MARK STAMPED--CLARK
 QC0627'1946 SET IN THE TOP OF A BOULDER 3 FEET IN DIAMETER AND
 QC0627'PROJECTS 10 INCHES.
 QC0627'
 QC0627'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION AND IS SET IN A
 QC0627'BOULDER ABOUT 1-1/2 FEET IN DIAMETER.  IT IS ABOUT 14 FEET EAST
 QC0627'OF THE WATERS EDGE AND PROJECTS 10 INCHES.
 QC0627'
 QC0627'REFERENCE MARK NO. 2 IS SOUTHWEST OF THE STATION AND SET IN A
 QC0627'BOULDER WHICH IS 1 BY 2 FEET IN DIAMETER AND PROJECTS 4 INCHES.
 QC0627'IT IS ON THE RIVER BANK AT ABOUT THE SAME ELEVATION AS THE
 QC0627'STATION.
 QC0627'
 QC0627'BOTH REFERENCE MARKS ARE STAMPED WITH THE NAME AND DATE OF THE
 QC0627'STATION AND WITH THEIR RESPECTIVE NUMBERS.
 QC0627'
 QC0627'STATION CROW 1946 WAS USED AS THE AZIMUTH MARK.  SEE
 QC0627'DESCRIPTION FOR THAT STATION.
 QC0627'
 QC0627'SUBSTITUTE STATION IS P.P. 107V-89B WHICH IS THE NORTHWEST
 QC0627'CORNER OF THE FENCE ENCLOSURE AROUND THE HAYSTACK NEAR THE
 QC0627'CENTER OF THE FIELD AND ABOUT 370 FEET SOUTH-SOUTHEAST OF THE
 QC0627'RIVER.
 QC0627'
 QC0627'TO REACH STATION FROM THE RITTER STORE AND POST OFFICE, GO
 QC0627'SOUTHERLY FOR 0.2 MILE TO CROSSROAD AT BARN.  HERE TURN RIGHT
 QC0627'AS PER SIGN EIGHTMILE CREEK AND FOLLOW THE MAIN TRAVELED ROAD
 QC0627'DOWN THE RIVER FOR 2.4 MILES TO FORK JUST AFTER PASSING THROUGH
 QC0627'CATTLE GUARD.  HERE TAKE RIGHT FORK AND FOLLOW THE MAIN
 QC0627'TRAVELED ROAD FOR 3.6 MILES TO A SIDE ROAD RIGHT ABOUT 100 YDS
 QC0627'AFTER PASSING THROUGH WIRE GATE.  TURN RIGHT AND GO 0.15 MILE
 QC0627'TO FARM HOME ON THE LEFT.  KEEP TO THE RIGHT OF HOUSE AND
 QC0627'CONTINUE ON OLD ROAD FOR 0.9 MILE TO A FORK WHICH IS 0.1 MILE
 QC0627'AFTER PASSING THROUGH THE SECOND BOARD GATE.  TAKE LEFT FORK
 QC0627'AND FOLLOW THE MAIN TRAVELED ROAD PASSING THROUGH SEVERAL
 QC0627'WIRE GATES FOR 2.15 MILES TO OLD HOUSE AND BARN.  FROM THE
 QC0627'HOUSE AND WATER TROUGH ON THE RIGHT, TURN RIGHT ON DIM TRACKS
 QC0627'ALONG FENCE LINE AND GO 0.2 MILE TO WHERE THE FENCE LINE MAKES
 QC0627'A SLIGHT ANGLE.  TURN LEFT ON DIM TRACKS AND CONTINUE UP
 QC0627'DRAW FOR 0.25 MILE TO END OF TRUCK TRAVEL.  FROM HERE PACK
 QC0627'TO TOP OF RIDGE NORTH, THENCE CROSS FENCE AND CONTINUE
 QC0627'NORTHWEST TOWARD THE HEAD OF CANYON AT BASE OF RIDGE TO
 QC0627'THE WEST.  HERE A GOOD TRAIL BECOMES VISIBLE.  TURN RIGHT ON
 QC0627'THIS TRAIL AND FOLLOW IT TO THE CLARK RANCH IN THE CANYON.
 QC0627'THE TRAIL COMES OUT IN THE CANYON BETWEEN TWO POLE CORRALS
 QC0627'AT EDGE OF THE RIVER.  TURN LEFT AND GO ABOUT 300 YARDS TO
 QC0627'THE STATION.  ABOUT A 2-1/2 HOUR PACK OUT.
 QC0627
 QC0627                          STATION RECOVERY (1946)
 QC0627
 QC0627'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 QC0627'15 MI SW FROM DALE.
 QC0627'4.0 MILES NORTH ALONG U.S. HIGHWAY 395 FROM THE POST OFFICE AT DALE,
 QC0627'GRANT COUNTY, THENCE 11.0 MILES SOUTHWEST ALONG THE NORTH FORK OF JOHN
 QC0627'DAY RIVER.  AT THE CLARK RANCH, 0.4 MILE SOUTH-SOUTHWEST OF THE RANCH
 QC0627'HOUSE, ON THE SOUTH BANK OF THE RIVER, 125 FEET SOUTH OF THREE PINE
 QC0627'TREES, 80 FEET NORTH OF ANOTHER PINE TREE ON THE RIVER BANK, 14 FEET
 QC0627'EAST OF THE WATERS EDGE, AND IN THE TOP OF A BOULDER 3 FEET IN
 QC0627'DIAMETER WHICH PROJECTS 10 INCHES ABOVE GROUND.  A STANDARD DISK,
 QC0627'STAMPED CLARK 1946.  NOTE-- THIS MARK IS 34.6 FEET NORTHEAST OF RM 2
 QC0627'CLARK.  AND 29.5 FEET SOUTHWEST OF RM 1 CLARK.
 QC0627
 QC0627                          STATION RECOVERY (1986)
 QC0627
 QC0627'RECOVERY NOTE BY US POWER SQUADRON 1986 (JDS)
 QC0627'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC2121 ***********************************************************************
 SC2121  DESIGNATION -  CLARK
 SC2121  PID         -  SC2121
 SC2121  STATE/COUNTY-  OR/CLATSOP
 SC2121  USGS QUAD   -  OLNEY (1981)
 SC2121
 SC2121                         *CURRENT SURVEY CONTROL
 SC2121  ___________________________________________________________________
 SC2121* NAD 83(1991)-  46 01 51.47749(N)    123 49 04.04150(W)     ADJUSTED  
 SC2121* NAVD 88     -       390.     (meters)    1280.     (feet)  SCALED    
 SC2121  ___________________________________________________________________
 SC2121  LAPLACE CORR-          17.93  (seconds)                    DEFLEC99
 SC2121  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 SC2121  HORZ ORDER  -  SECOND
 SC2121
 SC2121.The horizontal coordinates were established by classical geodetic methods
 SC2121.and adjusted by the National Geodetic Survey in October 1991.
 SC2121
 SC2121.The orthometric height was scaled from a topographic map.
 SC2121
 SC2121.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2121
 SC2121.The geoid height was determined by GEOID03.
 SC2121
 SC2121;                    North         East     Units Scale Factor Converg.
 SC2121;SPC OR N     -   268,010.182 2,243,206.635   MT  1.00000802   -2 21 10.5
 SC2121;SPC OR N     -   879,298.50  7,359,601.82   iFT  1.00000802   -2 21 10.5
 SC2121;SPC WA S     -    82,943.056   243,222.242   MT  0.99996105   -2 24 36.1
 SC2121;SPC WA S     -   272,122.34    797,971.64   sFT  0.99996105   -2 24 36.1
 SC2121;UTM  10      - 5,097,813.109   436,712.090   MT  0.99964924   -0 35 18.9
 SC2121
 SC2121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2121!SPC OR N     -   0.99994241  x   1.00000802  =   0.99995043
 SC2121!SPC WA S     -   0.99994241  x   0.99996105  =   0.99990347
 SC2121!UTM  10      -   0.99994241  x   0.99964924  =   0.99959167
 SC2121
 SC2121|---------------------------------------------------------------------|
 SC2121| PID    Reference Object                     Distance      Geod. Az  |
 SC2121|                                                           dddmmss.s |
 SC2121| CE3010 CLARK RM 1                            5.779 METERS 04242     |
 SC2121| CE3011 CLARK RM 2                            5.054 METERS 15349     |
 SC2121| SC0617 MEADOW RESET                        APPROX. 8.0 KM 2674552.5 |
 SC2121|---------------------------------------------------------------------|
 SC2121
 SC2121                          SUPERSEDED SURVEY CONTROL
 SC2121
 SC2121  NAD 83(1986)-  46 01 51.50206(N)    123 49 04.02918(W) AD(       ) 2
 SC2121  NAD 27      -  46 01 52.12400(N)    123 48 59.54700(W) AD(       ) 2
 SC2121
 SC2121.Superseded values are not recommended for survey control.
 SC2121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2121.See file dsdata.txt to determine how the superseded data were derived.
 SC2121
 SC2121_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR3671297813(NAD 83)
 SC2121_MARKER: Z = SEE DESCRIPTION
 SC2121_SETTING: 0 = UNSPECIFIED SETTING
 SC2121
 SC2121  HISTORY     - Date     Condition        Report By
 SC2121  HISTORY     - 1942     MONUMENTED       CGS
 SC2121  HISTORY     - 1956     SEE DESCRIPTION  ORTAX
 SC2121
 SC2121                          STATION DESCRIPTION
 SC2121
 SC2121'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JCP)
 SC2121'STATION IS LOCATED ON THE W SLOPE OF A CUT OVER MOUNTAIN LYING
 SC2121'ABOUT 10 MILES S OF ASTORIA, 7 MILES NE OF SEASIDE, AND 3 MILES
 SC2121'E OF THE CROWN WILLEMETTE LUMBER COMPANY HEADQUARTERS.
 SC2121'
 SC2121'FROM 14TH STREET IN ASTORIA, TAKE U.S. HIGHWAY 101 S 4.6 MILES
 SC2121'TO JUNCTION OF THREE ROADS.  CONTINUE STRAIGHT AHEAD ON LEWIS
 SC2121'AND CLARK ROAD FOR 2.8 MILES TO FORKS.  TURN RIGHT ON LEWIS AND
 SC2121'CLARK ROAD AND GO 0.1 MILE, CROSSING BRIDGE, TURN LEFT AND GO
 SC2121'7.1 MILES TO A SIGN ON THE LEFT OF THE ROAD READING CROWN
 SC2121'WILLEMETTE LUMBER COMPANY CAMP.  TURN LEFT AND GO 0.7 MILE TO
 SC2121'THE CAMP.  CONTINUE THROUGH CAMP TO E AND N TO RAILROAD TRACKS,
 SC2121'FOLLOW RAILROAD TRACKS SE 0.3 MILE TO THE END OF STEEL RAILS.
 SC2121'A U.S. ARMY BANTAM TRUCK WAS USED TO TRAVEL THE REMAINING
 SC2121'DISTANCE.  CONTINUE ON OLD RAILROAD GRADE 2.7 MILES,
 SC2121'CROSSING FOUR BRIDGES, PASSING OLD ROCK PIT, AND A TUMBLED DOWN
 SC2121'WATER TANK ON THE LEFT.  TAKE LEFT FORK 100 YARDS PAST WATER
 SC2121'TANK AND GO 2.4 MILES TO ANOTHER TUMBLED DOWN WATER TANK.
 SC2121'HERE TAKE LEFT FORK 1.1 MILES TO ANOTHER FORK, TAKE LEFT FORK
 SC2121'AND GO 1.2 MILES TO MOST W SLOPE OF THE HILL AND AN OLD LOG
 SC2121'LANDING.  HERE TURN E AND HIKE ABOUT 250 YARDS OVER CUT
 SC2121'OVER RIDGE TO THE STATION.
 SC2121'
 SC2121'STATION IS A BRONZE STATION DISK CEMENTED IN THE TOP OF A
 SC2121'CAST-IRON PIPE PROJECTING TWO FEET AND IS STAMPED CLARK 1942.
 SC2121'
 SC2121'REFERENCE MARK 1, NE OF THE STATION, IS A BRONZE REFERENCE DISK
 SC2121'CEMENTED IN THE TOP OF A CAST-IRON PIPE PROJECTING TWO FEET AND
 SC2121'IS STAMPED CLARK NO 1 1942.
 SC2121'
 SC2121'REFERENCE MARK 2, SE OF THE STATION, IS A BRONZE REFERENCE
 SC2121'DISK CEMENTED IN THE TOP OF A CAST-IRON PIPE PROJECTING TWO FEET
 SC2121'AND IS STAMPED CLARK NO 2 1942.
 SC2121
 SC2121                          STATION RECOVERY (1956)
 SC2121
 SC2121'RECOVERY NOTE BY OREGON STATE TAX COMMISSION 1956
 SC2121'FROM 14TH STREET IN ASTORIA, TAKE U.S. HIWAY 101 SOUTH AND
 SC2121'WEST 4.6 MILES TO JUNCTION OF THREE ROADS.  CONTINUE STRAIGHT
 SC2121'AHEAD ON LEWIS AND CLARK ROAD FOR 2.8 MILES TO FORKS.  TURN RIGHT
 SC2121'ON L. AND C. ROAD AND GO 0.1 MILE, CROSSING BRIDGE, TURN LEFT AND
 SC2121'GO 7.1 MILES TO A SIGN ON THE LEFT OF THE ROAD READING
 SC2121'CROWN-ZELLERBACH LUMBER CAMP.  TURN LEFT AND GO 0.7 MILES TO THE
 SC2121'CAMP.  CONTINUE THROUGH CAMP TO E AND N TO MAIN LOGGING ROAD,
 SC2121'FOLLOW MAIN LOGGING ROAD SE 3.0 MILES, CROSSING FOUR BRIDGES,
 SC2121'PASSING OLD ROCK PIT, AND A TUMBLED DOWN WATER TANK ON THE
 SC2121'LEFT.  TAKE LEFT FORK 100 YARDS PAST WATER TANK (200 LINE)
 SC2121'AND GO 2.4 MILES TO ANOTHER TUMBLED DOWN WATER TANK.  HERE TAKE
 SC2121'LEFT FORK 1.1 MILES TO ANOTHER FORK, SPUR 240, TAKE LEFT
 SC2121'FORK AND GO 1.3 MILES TO MOST W SLOPE OF THE HILL AND AN OLD
 SC2121'LOG LANDING.  HERE TURN E AND HIKE ABOUT 750 FEET THRU SPRUCE AND
 SC2121'HEMLOCK REPRODUCTION.
 SC2121'
 SC2121'STATION MARK FOUND AS DESCRIBED.
 SC2121'
 SC2121'RM 2 FOUND AS DESCRIBED.
 SC2121'
 SC2121'RM 1 NOT LOCATED AFTER BRIEF EXAMINATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA1211 ***********************************************************************
 RA1211  DESIGNATION -  CLARK CREEK
 RA1211  PID         -  RA1211
 RA1211  STATE/COUNTY-  OR/UNION
 RA1211  USGS QUAD   -  CRICKET FLAT (1984)
 RA1211
 RA1211                         *CURRENT SURVEY CONTROL
 RA1211  ___________________________________________________________________
 RA1211* NAD 83(1991)-  45 33 33.27521(N)    117 51 26.98701(W)     ADJUSTED  
 RA1211* NAVD 88     -      1084.3    (meters)    3557.     (feet)  VERTCON   
 RA1211  ___________________________________________________________________
 RA1211  LAPLACE CORR-           9.60  (seconds)                    DEFLEC99
 RA1211  GEOID HEIGHT-         -17.85  (meters)                     GEOID03
 RA1211  HORZ ORDER  -  FIRST
 RA1211
 RA1211.The horizontal coordinates were established by classical geodetic methods
 RA1211.and adjusted by the National Geodetic Survey in October 1991.
 RA1211
 RA1211.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1211.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1211
 RA1211.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1211
 RA1211.The geoid height was determined by GEOID03.
 RA1211
 RA1211;                    North         East     Units Scale Factor Converg.
 RA1211;SPC OR N     -   213,681.681 2,706,262.515   MT  0.99991778   +1 52 26.5
 RA1211;SPC OR N     -   701,055.38  8,878,814.03   iFT  0.99991778   +1 52 26.5
 RA1211;UTM  11      - 5,045,435.841   433,076.889   MT  0.99965506   -0 36 44.1
 RA1211
 RA1211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1211!SPC OR N     -   0.99983283  x   0.99991778  =   0.99975062
 RA1211!UTM  11      -   0.99983283  x   0.99965506  =   0.99948795
 RA1211
 RA1211|---------------------------------------------------------------------|
 RA1211| PID    Reference Object                     Distance      Geod. Az  |
 RA1211|                                                           dddmmss.s |
 RA1211| CF4653 CLARK CREEK RM 2                     16.039 METERS 01047     |
 RA1211| CF4652 CLARK CREEK RM 1                     14.461 METERS 07907     |
 RA1211| CF4651 CLARK CREEK AZ MK                                  1670132.9 |
 RA1211| RA1217 ELGIN PONDOSA PINE LUMBER TANK      APPROX. 5.1 KM 2695552.3 |
 RA1211|---------------------------------------------------------------------|
 RA1211
 RA1211                          SUPERSEDED SURVEY CONTROL
 RA1211
 RA1211  NAD 83(1986)-  45 33 33.27729(N)    117 51 26.97513(W) AD(       ) 1
 RA1211  NAD 27      -  45 33 33.76340(N)    117 51 23.22608(W) AD(       ) 1
 RA1211  NGVD 29 (07/19/86) 1083.2    (m)         3554.     (f) VERT ANG    3  
 RA1211
 RA1211.Superseded values are not recommended for survey control.
 RA1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1211.See file dsdata.txt to determine how the superseded data were derived.
 RA1211
 RA1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML3307745436(NAD 83)
 RA1211_MARKER: Z = SEE DESCRIPTION
 RA1211_SETTING: 0 = UNSPECIFIED SETTING
 RA1211
 RA1211  HISTORY     - Date     Condition        Report By
 RA1211  HISTORY     - 1946     MONUMENTED       CGS
 RA1211  HISTORY     - 1963     SEE DESCRIPTION  USGS
 RA1211  HISTORY     - 1967     SEE DESCRIPTION  DMA
 RA1211
 RA1211                          STATION DESCRIPTION
 RA1211
 RA1211'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JTJ)
 RA1211'THE STATION IS LOCATED ON A FLAT TOPPED AND GRASSY HILL ABOUT 3
 RA1211'MILES, AIRLINE, EAST OF ELGIN AND 2 MILES SOUTH OF STATE HIGHWAY 82.
 RA1211'
 RA1211'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 82
 RA1211'AND 204 IN ELGIN GO EAST, TOWARDS ENTERPRISE, ON STATE HIGHWAY 82
 RA1211'FOR 4.2 MILES TO A DIRT T ROAD RIGHT, TURN RIGHT ON DIRT ROAD AND
 RA1211'GO 2.0 MILES TO A T ROAD ON THE LEFT, (LEADING EAST) CONTINUE
 RA1211'SOUTH FOR 0.5 MILE TO A BOARD GATE ON THE RIGHT AND POLE GATE ON
 RA1211'THE LEFT.  THE AZIMUTH MARK IS REACHED FROM THIS POINT BY
 RA1211'PASSING THROUGH THE POLE GATE AND GOING SOUTHEASTERLY DOWN FENCE
 RA1211'LINE FOR 0.6 MILE TO FENCE CORNER AND MARK, THENCE TURN RIGHT
 RA1211'THROUGH BOARD GATE AND GO NORTHWESTERLY ACROSS COUNTRY FOR 0.2
 RA1211'MILE TO RAILFENCE AND THE END OF TRUCK TRAVEL.  FROM HERE PACK
 RA1211'NORTHERLY UP SLOPE FOR ABOUT 80 YARDS TO THE HIGHEST POINT AND
 RA1211'THE STATION SITE.
 RA1211'
 RA1211'THE STATION IS SITUATED 10 FEET NORTH OF A 3 FOOT CAIRN AND 10
 RA1211'FEET WEST OF A WHITE WITNESS POST.  IT IS MARKED WITH A STANDARD
 RA1211'DISK, STAMPED CLARK CR 1946, WELDED TO TOP OF A 2-1/2 BY 30 INCH
 RA1211'LENGTH OF IRON SOIL PIPE THAT PROJECTS 5 INCHES.
 RA1211'
 RA1211'REFERENCE MARK NO. 1 IS EAST OF THE STATION SET FLUSH AND STAMPED
 RA1211'CLARK CR NO 1 1946.
 RA1211'
 RA1211'REFERENCE MARK NO. 2 IS NORTH OF THE STATION SET FLUSH IN BOULDER
 RA1211'PROJECTING 8 INCHES AND THE DISK IS STAMPED CLARK CR NO 2 1946.
 RA1211'
 RA1211'THE AZIMUTH MARK IS SOUTH SOUTHEAST OF THE STATION SET IN A FENCE
 RA1211'LINE 4 FEET SOUTHWEST OF FENCE CORNER.  THE DISK STAMPED CLARK CR
 RA1211'1946 IS SET FLUSH IN A 15 BY 18 INCH BOULDER THAT PROJECTS ABOUT
 RA1211'4 INCHES.
 RA1211
 RA1211                          STATION RECOVERY (1963)
 RA1211
 RA1211'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 RA1211'STATION, AZIMUTH MARK, AND REFERENCE MARKS WERE RECOVERED IN GOOD
 RA1211'CONDITION AS DESCRIBED.  ROUTE DESCRIPTION ADEQUATE.
 RA1211
 RA1211                          STATION RECOVERY (1967)
 RA1211
 RA1211'RECOVERY NOTE BY DEFENSE MAP AGENCY 1967
 RA1211'STATION, AZIMUTH MARK, AND REFERENCE MARKS WERE RECOVERED IN GOOD
 RA1211'CONDITION AS DESCRIBED.
 RA1211'
 RA1211'ROUTE DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0628 ***********************************************************************
 QC0628  DESIGNATION -  CLARK RM 1
 QC0628  PID         -  QC0628
 QC0628  STATE/COUNTY-  OR/GRANT
 QC0628  USGS QUAD   -  RITTER (1995)
 QC0628
 QC0628                         *CURRENT SURVEY CONTROL
 QC0628  ___________________________________________________________________
 QC0628* NAD 83(1986)-  44 59 15.     (N)    119 09 51.     (W)     SCALED    
 QC0628* NAVD 88     -       741.907  (meters)    2434.07   (feet)  ADJUSTED  
 QC0628  ___________________________________________________________________
 QC0628  GEOID HEIGHT-         -18.71  (meters)                     GEOID03
 QC0628  DYNAMIC HT  -         741.715 (meters)    2433.44  (feet)  COMP
 QC0628  MODELED GRAV-     980,334.4   (mgal)                       NAVD 88
 QC0628
 QC0628  VERT ORDER  -  SECOND    CLASS 0
 QC0628
 QC0628.The horizontal coordinates were scaled from a topographic map and have
 QC0628.an estimated accuracy of +/- 6 seconds.
 QC0628
 QC0628.The orthometric height was determined by differential leveling
 QC0628.and adjusted in June 1991.
 QC0628
 QC0628.The geoid height was determined by GEOID03.
 QC0628
 QC0628.The dynamic height is computed by dividing the NAVD 88
 QC0628.geopotential number by the normal gravity value computed on the
 QC0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0628.degrees latitude (g = 980.6199 gals.).
 QC0628
 QC0628.The modeled gravity was interpolated from observed gravity values.
 QC0628
 QC0628;                    North         East    Units  Estimated Accuracy
 QC0628;SPC OR N     -   147,640.    2,605,330.      MT  (+/- 180 meters Scaled)
 QC0628
 QC0628                          SUPERSEDED SURVEY CONTROL
 QC0628
 QC0628  NGVD 29 (??/??/92)  740.768  (m)         2430.34   (f) ADJ UNCH    2 0
 QC0628
 QC0628.Superseded values are not recommended for survey control.
 QC0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0628.See file dsdata.txt to determine how the superseded data were derived.
 QC0628
 QC0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK293838(NAD 83)
 QC0628_MARKER: DR = REFERENCE MARK DISK
 QC0628_SETTING: 80 = SET IN A BOULDER
 QC0628_SP_SET: BOULDER
 QC0628_STAMPING: CLARK NO. 1 1946
 QC0628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0628+STABILITY: SURFACE MOTION
 QC0628
 QC0628  HISTORY     - Date     Condition        Report By
 QC0628  HISTORY     - 1946     MONUMENTED       CGS
 QC0628  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 QC0628
 QC0628                          STATION DESCRIPTION
 QC0628
 QC0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 QC0628'15.0 MI SW FROM DALE.
 QC0628'4.0 MILES NORTH ALONG U.S. HIGHWAY 395 FROM THE POST OFFICE AT DALE.
 QC0628'THENCE 11.0 MILES SOUTHWEST ALONG THE NORTH FORK OF THE JOHN DAY
 QC0628'RIVER.  AT THE CLARK RANCH, ON THE SOUTH BANK OF THE RIVER.  125 FEET
 QC0628'SOUTHWEST OF A TRIANGLE BLAZE ON THE MOST WESTERLY TALL PINE TREE IN A
 QC0628'GROUP OF THREE.  83 FEET NORTHEAST OF LONE PINE TREE WITH TRIANGLE
 QC0628'BLAZE.  25 FEET NORTH OF THE NORTH EDGE OF THE MEADOW.  SET IN A 1- BY
 QC0628'1 FOOT BOULDER 4 INCHES ABOVE THE GROUND.
 QC0628
 QC0628                          STATION RECOVERY (1986)
 QC0628
 QC0628'RECOVERY NOTE BY US POWER SQUADRON 1986 (JDS)
 QC0628'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0567 ***********************************************************************
 RD0567  DESIGNATION -  CLARK RM 2
 RD0567  PID         -  RD0567
 RD0567  STATE/COUNTY-  OR/COLUMBIA
 RD0567  USGS QUAD   -  SAUVIE ISLAND (1990)
 RD0567
 RD0567                         *CURRENT SURVEY CONTROL
 RD0567  ___________________________________________________________________
 RD0567* NAD 83(1986)-  45 44 23.     (N)    122 50 24.     (W)     SCALED    
 RD0567* NAVD 88     -         9.453  (meters)      31.01   (feet)  POSTED    
 RD0567  ___________________________________________________________________
 RD0567  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 RD0567  DYNAMIC HT  -           9.450 (meters)      31.00  (feet)  COMP
 RD0567  MODELED GRAV-     980,640.8   (mgal)                       NAVD 88
 RD0567
 RD0567  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 RD0567
 RD0567.The horizontal coordinates were scaled from a topographic map and have
 RD0567.an estimated accuracy of +/- 6 seconds.
 RD0567
 RD0567.The orthometric height was determined by differential leveling
 RD0567.and adjusted by the  in 1992.
 RD0567.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 RD0567.was located on a no-check spur therefore a value was not computed.
 RD0567.No vertical observational check was made to the station.
 RD0567
 RD0567.The geoid height was determined by GEOID03.
 RD0567
 RD0567.The dynamic height is computed by dividing the NAVD 88
 RD0567.geopotential number by the normal gravity value computed on the
 RD0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0567.degrees latitude (g = 980.6199 gals.).
 RD0567
 RD0567.The modeled gravity was interpolated from observed gravity values.
 RD0567
 RD0567;                    North         East    Units  Estimated Accuracy
 RD0567;SPC OR N     -   233,000.    2,317,920.      MT  (+/- 180 meters Scaled)
 RD0567
 RD0567                          SUPERSEDED SURVEY CONTROL
 RD0567
 RD0567  NGVD 29 (??/??/92)    8.436  (m)           27.68   (f) ADJ UNCH    1 2
 RD0567
 RD0567.Superseded values are not recommended for survey control.
 RD0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0567.See file dsdata.txt to determine how the superseded data were derived.
 RD0567
 RD0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER124651(NAD 83)
 RD0567_MARKER: DR = REFERENCE MARK DISK
 RD0567_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RD0567_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RD0567_STAMPING: CLARK NO. 2 1938
 RD0567_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0567
 RD0567  HISTORY     - Date     Condition        Report By
 RD0567  HISTORY     - 1938     MONUMENTED       CGS
 RD0567  HISTORY     - 1941     GOOD             NGS
 RD0567
 RD0567                          STATION DESCRIPTION
 RD0567
 RD0567'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 RD0567'2.2 MI E FROM SCAPPOOSE.
 RD0567'NEAR CHAPMAN LANDING, ABOUT 0.1 MILE SOUTH ALONG DIKE FROM THE SHORE
 RD0567'END OF CLARK AND WILSON LUMBER CO. LOG DUMP, NEAR TWO LARGE OIL TANKS
 RD0567'ON EAST SIDE OF DIKE.  20 FEET NORTH OF STATION CLARK.  NOTE-- A LARGE
 RD0567'STEEL BARREL HAS BEEN PLACED AROUND MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0629 ***********************************************************************
 QC0629  DESIGNATION -  CLARK RM 2
 QC0629  PID         -  QC0629
 QC0629  STATE/COUNTY-  OR/GRANT
 QC0629  USGS QUAD   -  RITTER (1995)
 QC0629
 QC0629                         *CURRENT SURVEY CONTROL
 QC0629  ___________________________________________________________________
 QC0629* NAD 83(1986)-  44 59 15.     (N)    119 09 51.     (W)     SCALED    
 QC0629* NAVD 88     -       742.301  (meters)    2435.37   (feet)  ADJUSTED  
 QC0629  ___________________________________________________________________
 QC0629  GEOID HEIGHT-         -18.71  (meters)                     GEOID03
 QC0629  DYNAMIC HT  -         742.108 (meters)    2434.73  (feet)  COMP
 QC0629  MODELED GRAV-     980,334.4   (mgal)                       NAVD 88
 QC0629
 QC0629  VERT ORDER  -  SECOND    CLASS 0
 QC0629
 QC0629.The horizontal coordinates were scaled from a topographic map and have
 QC0629.an estimated accuracy of +/- 6 seconds.
 QC0629
 QC0629.The orthometric height was determined by differential leveling
 QC0629.and adjusted in June 1991.
 QC0629
 QC0629.The geoid height was determined by GEOID03.
 QC0629
 QC0629.The dynamic height is computed by dividing the NAVD 88
 QC0629.geopotential number by the normal gravity value computed on the
 QC0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0629.degrees latitude (g = 980.6199 gals.).
 QC0629
 QC0629.The modeled gravity was interpolated from observed gravity values.
 QC0629
 QC0629;                    North         East    Units  Estimated Accuracy
 QC0629;SPC OR N     -   147,640.    2,605,330.      MT  (+/- 180 meters Scaled)
 QC0629
 QC0629                          SUPERSEDED SURVEY CONTROL
 QC0629
 QC0629  NGVD 29 (??/??/92)  741.162  (m)         2431.63   (f) ADJ UNCH    2 0
 QC0629
 QC0629.Superseded values are not recommended for survey control.
 QC0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0629.See file dsdata.txt to determine how the superseded data were derived.
 QC0629
 QC0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK293838(NAD 83)
 QC0629_MARKER: DR = REFERENCE MARK DISK
 QC0629_SETTING: 80 = SET IN A BOULDER
 QC0629_SP_SET: BOULDER
 QC0629_STAMPING: CLARK NO. 2 1946
 QC0629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0629+STABILITY: SURFACE MOTION
 QC0629
 QC0629  HISTORY     - Date     Condition        Report By
 QC0629  HISTORY     - 1946     MONUMENTED       CGS
 QC0629  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 QC0629
 QC0629                          STATION DESCRIPTION
 QC0629
 QC0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 QC0629'15.0 MI SW FROM DALE.
 QC0629'4.0 MILES NORTH ALONG U.S. HIGHWAY 395 FROM THE POST OFFICE AT DALE.
 QC0629'THENCE 11.0 MILES SOUTHWEST ALONG THE NORTH FORK OF THE JOHN DAY
 QC0629'RIVER.  AT THE CLARK RANCH, ON THE SOUTH BANK OF THE RIVER.  175 FEET
 QC0629'SOUTHWEST OF A TRIANGLE BLAZE ON THE MOST WESTERLY TALL PINE TREE IN A
 QC0629'GROUP OF THREE.  25 FEET NORTHEAST OF LONE PINE TREE WITH TRIANGLE
 QC0629'BLAZE.  23 FEET NORTH OF THE NORTH EDGE OF THE MEADOW.  16 FEET SOUTH
 QC0629'OF THE WATERS EDGE.  SET IN A 2-BY 1 FOOT BOULDER 10 INCHES ABOVE THE
 QC0629'GROUND.
 QC0629
 QC0629                          STATION RECOVERY (1986)
 QC0629
 QC0629'RECOVERY NOTE BY US POWER SQUADRON 1986 (JDS)
 QC0629'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC2794 ***********************************************************************
 SC2794  CBN         -  This is a Cooperative Base Network Control Station.
 SC2794  DESIGNATION -  CLATS
 SC2794  PID         -  SC2794
 SC2794  STATE/COUNTY-  OR/COLUMBIA
 SC2794  USGS QUAD   -  CLATSKANIE (1985)
 SC2794
 SC2794                         *CURRENT SURVEY CONTROL
 SC2794  ___________________________________________________________________
 SC2794* NAD 83(2007)-  46 06 18.53664(N)    123 12 19.68842(W)     ADJUSTED  
 SC2794* NAVD 88     -         4.56   (meters)      15.0    (feet)  N HEIGHT  
 SC2794  ___________________________________________________________________
 SC2794  EPOCH DATE  -        2007.00
 SC2794  X           -  -2,426,000.780 (meters)                     COMP
 SC2794  Y           -  -3,706,545.559 (meters)                     COMP
 SC2794  Z           -   4,573,346.784 (meters)                     COMP
 SC2794  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 SC2794  ELLIP HEIGHT-         -16.517 (meters)          (02/10/07) ADJUSTED
 SC2794  GEOID HEIGHT-         -21.07  (meters)                     GEOID03
 SC2794  DYNAMIC HT  -           4.56  (meters)      15.0   (feet)  COMP
 SC2794
 SC2794  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 SC2794  Type    PID    Designation                      North   East  Ellip
 SC2794  -------------------------------------------------------------------
 SC2794  NETWORK SC2794 CLATS                             0.73   0.57   1.72
 SC2794  -------------------------------------------------------------------
 SC2794  MODELED GRAV-     980,754.2   (mgal)                       NAVD 88
 SC2794
 SC2794  VERT ORDER  -  THIRD
 SC2794
 SC2794.The horizontal coordinates were established by GPS observations
 SC2794.and adjusted by the National Geodetic Survey in February 2007.
 SC2794
 SC2794.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 SC2794.See www.ngs.noaa.gov/NationalReadjustment for more information.
 SC2794.The horizontal coordinates are valid at the epoch date displayed above.
 SC2794.The epoch date for horizontal control is a decimal equivalence
 SC2794.of Year/Month/Day.
 SC2794
 SC2794.The orthometric height was determined by differential leveling
 SC2794.and adjusted in April 1995.
 SC2794.The height was determined by precise leveling from only one NSRS
 SC2794.bench mark.  This was not adequate "tie leveling" to NSRS and was
 SC2794.allowed ONLY to validate the GPS-derived height.
 SC2794
 SC2794.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SC2794
 SC2794.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2794
 SC2794.The ellipsoidal height was determined by GPS observations
 SC2794.and is referenced to NAD 83.
 SC2794
 SC2794.The geoid height was determined by GEOID03.
 SC2794
 SC2794.The dynamic height is computed by dividing the NAVD 88
 SC2794.geopotential number by the normal gravity value computed on the
 SC2794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC2794.degrees latitude (g = 980.6199 gals.).
 SC2794
 SC2794.The modeled gravity was interpolated from observed gravity values.
 SC2794
 SC2794;                    North         East     Units Scale Factor Converg.
 SC2794;SPC OR N     -   274,484.614 2,290,855.930   MT  1.00002844   -1 55 07.3
 SC2794;SPC OR N     -   900,540.07  7,515,931.53   iFT  1.00002844   -1 55 07.3
 SC2794;SPC WA S     -    89,373.974   290,874.368   MT  0.99994946   -1 57 54.9
 SC2794;SPC WA S     -   293,221.11    954,310.32   sFT  0.99994946   -1 57 54.9
 SC2794;UTM  10      - 5,105,750.901   484,120.225   MT  0.99960310   -0 08 53.0
 SC2794
 SC2794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2794!SPC OR N     -   1.00000259  x   1.00002844  =   1.00003103
 SC2794!SPC WA S     -   1.00000259  x   0.99994946  =   0.99995205
 SC2794!UTM  10      -   1.00000259  x   0.99960310  =   0.99960569
 SC2794
 SC2794                          SUPERSEDED SURVEY CONTROL
 SC2794
 SC2794  NAD 83(1998)-  46 06 18.53472(N)    123 12 19.69154(W) AD(       ) A
 SC2794  ELLIP H (04/24/00)  -16.508  (m)                       GP(       ) 3 1
 SC2794  ELLIP H (10/13/99)  -16.365  (m)                       GP(       ) 3 1
 SC2794  NAD 83(1991)-  46 06 18.53281(N)    123 12 19.69271(W) AD(       ) B
 SC2794  ELLIP H (02/25/91)  -16.284  (m)                       GP(       ) 4 1
 SC2794  NAVD 88 (10/13/99)    4.56   (m)           15.0    (f) LEVELING    3  
 SC2794  NGVD 29 (??/??/??)    3.56   (m)           11.7    (f) N HEIGHT    3  
 SC2794
 SC2794.Superseded values are not recommended for survey control.
 SC2794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2794.See file dsdata.txt to determine how the superseded data were derived.
 SC2794
 SC2794_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS8412005751(NAD 83)
 SC2794_MARKER: DD = SURVEY DISK
 SC2794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC2794_SP_SET: CONCRETE POST
 SC2794_STAMPING: CLATS
 SC2794_MARK LOGO: ORDT  
 SC2794_MAGNETIC: N = NO MAGNETIC MATERIAL
 SC2794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC2794+STABILITY: SURFACE MOTION
 SC2794_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC2794+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2005
 SC2794
 SC2794  HISTORY     - Date     Condition        Report By
 SC2794  HISTORY     - 1989     MONUMENTED       ORDT
 SC2794  HISTORY     - 19900521 GOOD
 SC2794  HISTORY     - 19980521 GOOD             NGS
 SC2794  HISTORY     - 20040228 GOOD             USPSQD
 SC2794  HISTORY     - 20050515 GOOD             USPSQD
 SC2794  HISTORY     - 20080916 GOOD             GEOCAC
 SC2794
 SC2794                          STATION DESCRIPTION
 SC2794
 SC2794'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1989
 SC2794'THE STATION IS LOCATED IN THE CITY OF CLATSKANIE ON THE EAST SIDE OF
 SC2794'US 30 AT THE INTERSECTION OF SW BRYANT ST AND N COLUMBIA RIVER
 SC2794'HIGHWAY (US 30) AT APPROXIMATLY MP 61.5.
 SC2794'TO REACH FROM THE POST OFFICE IN CLATSKANIE, GO NORTHEAST ON SW BELAIR
 SC2794'DRIVE .08 KM (0.05 MI) TO N COLUMBIA RIVER HIGHWAY, TURN RIGHT
 SC2794'HEADING SOUTHEAST AND GO 0.08 KM (0.05 MI) TO THE STATION ON THE
 SC2794'LEFT.
 SC2794'THE STATION IS 13.11 M (43.01 FT) NORTHEAST OF THE HIGHWAY CENTERLINE,
 SC2794'6.53 M (21.42 FT) NORTHWEST OF A MANHOLE AND 8.41 M (27.59 FT)
 SC2794'NORTHWEST OF A POWER POLE.  IT IS 3 CM BELOW THE SURFACE OF THE
 SC2794'GROUND.
 SC2794'DESCRIBED BY STEVE MUMA OF ORDOT.
 SC2794
 SC2794                          STATION RECOVERY (1990)
 SC2794
 SC2794'RECOVERED 1990
 SC2794'RECOVERED IN GOOD CONDITION.
 SC2794
 SC2794                          STATION RECOVERY (1998)
 SC2794
 SC2794'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CLS)
 SC2794'THE STATION IS LOCATED IN THE CITY OF CLATSKANIE, ON THE EAST SIDE OF
 SC2794'US HIGHWAY 30 (COLUMBIA RIVER HIGHWAY), AT HIGHWAY MILEPOST 61.5, AT
 SC2794'THE INTERSECTION OF SW BRYANT STREET, IN THE SOUTHWEST CORNER OF A
 SC2794'SMALL GRASSY PARK.  OWNERSHIP--CITY OF CLATSKANIE.  TO REACH FROM THE
 SC2794'POST OFFICE IN CLATSKANIE, GO NORTHEAST ON SW BELAIR DRIVE FOR 0.08 KM
 SC2794'(0.05 MI) TO N COLUMBIA RIVER HIGHWAY.  TURN RIGHT, SOUTHEAST, ON
 SC2794'COLUMBIA RIVER HIGHWAY FOR 0.08 KM (0.05 MI) TO THE STATION ON THE
 SC2794'LEFT JUST PAST THE PARKING LOT FOR A MINI-MART.  THE STATION IS AN
 SC2794'OREGON PRIMARY GPS STATION DISK SET IN TOP OF A ROUND CONCRETE
 SC2794'MONUMENT RECESSED 3 CM BELOW GROUND.  IT IS 13.11 M (43.01 FT)
 SC2794'NORTHEAST FROM THE CENTER OF THE HIGHWAY, 11.6 M (38.1 FT)
 SC2794'WEST-NORTHWEST FROM THE EXTENDED CENTER OF SW BRYANT STREET, 6.53 M
 SC2794'(21.42 FT) NORTHWEST FROM A MANHOLE COVER, AND 8.41 M (27.59 FT)
 SC2794'NORTHWEST FROM A POWER POLE.
 SC2794
 SC2794                          STATION RECOVERY (2004)
 SC2794
 SC2794'RECOVERY NOTE BY US POWER SQUADRON 2004
 SC2794'RECOVERED IN GOOD CONDITION.
 SC2794
 SC2794                          STATION RECOVERY (2005)
 SC2794
 SC2794'RECOVERY NOTE BY US POWER SQUADRON 2005 (PS)
 SC2794'RECOVERED IN GOOD CONDITION.
 SC2794
 SC2794                          STATION RECOVERY (2008)
 SC2794
 SC2794'RECOVERY NOTE BY GEOCACHING 2008 (WD)
 SC2794'THE STATION IS ABOUT 22 FEET WEST OF A WOOD SCULPTURE OF LEWIS AND
 SC2794'CLARK, ABOUT 8.5 FEET SOUTH OF THE MORE WESTERLY OF TWO SIX BY SIX
 SC2794'METAL POLES THAT SUPPORT A SHELL SIGN, AND ABOUT 3.5 FEET NORTHEAST OF
 SC2794'THE NORTHEASTE EDGE OF A CONCRETE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1661 ***********************************************************************
 SC1661  DESIGNATION -  CLATSKANIE 1873
 SC1661  PID         -  SC1661
 SC1661  STATE/COUNTY-  OR/COLUMBIA
 SC1661  USGS QUAD   -  CLATSKANIE (1985)
 SC1661
 SC1661                         *CURRENT SURVEY CONTROL
 SC1661  ___________________________________________________________________
 SC1661* NAD 83(1991)-  46 07 11.35345(N)    123 14 11.59292(W)     ADJUSTED  
 SC1661* NAVD 88     -        31.     (meters)     102.     (feet)  SCALED    
 SC1661  ___________________________________________________________________
 SC1661  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 SC1661  GEOID HEIGHT-         -21.06  (meters)                     GEOID03
 SC1661  HORZ ORDER  -  SECOND
 SC1661
 SC1661.The horizontal coordinates were established by classical geodetic methods
 SC1661.and adjusted by the National Geodetic Survey in October 1991.
 SC1661
 SC1661.The orthometric height was scaled from a topographic map.
 SC1661
 SC1661.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1661
 SC1661.The geoid height was determined by GEOID03.
 SC1661
 SC1661;                    North         East     Units Scale Factor Converg.
 SC1661;SPC OR N     -   276,195.430 2,288,509.104   MT  1.00003268   -1 56 26.6
 SC1661;SPC OR N     -   906,152.99  7,508,231.97   iFT  1.00003268   -1 56 26.6
 SC1661;SPC WA S     -    91,086.567   288,529.134   MT  0.99994737   -1 59 16.2
 SC1661;SPC WA S     -   298,839.85    946,616.00   sFT  0.99994737   -1 59 16.2
 SC1661;UTM  10      - 5,107,387.696   481,722.688   MT  0.99960411   -0 10 13.8
 SC1661
 SC1661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1661!SPC OR N     -   0.99999844  x   1.00003268  =   1.00003112
 SC1661!SPC WA S     -   0.99999844  x   0.99994737  =   0.99994581
 SC1661!UTM  10      -   0.99999844  x   0.99960411  =   0.99960256
 SC1661
 SC1661:                Primary Azimuth Mark                     Grid Az
 SC1661:SPC OR N     -  MTN TOP BACK OF WESPORT 1873             259 38 52.8
 SC1661:SPC WA S     -  MTN TOP BACK OF WESPORT 1873             259 41 42.4
 SC1661:UTM  10      -  MTN TOP BACK OF WESPORT 1873             257 52 40.0
 SC1661
 SC1661|---------------------------------------------------------------------|
 SC1661| PID    Reference Object                     Distance      Geod. Az  |
 SC1661|                                                           dddmmss.s |
 SC1661| SC1762 MTN TOP BACK OF WESPORT 1873        APPROX.17.1 KM 2574226.2 |
 SC1661| SC1757 WOODS 1873                          APPROX. 6.5 KM 2624633.5 |
 SC1661|---------------------------------------------------------------------|
 SC1661
 SC1661                          SUPERSEDED SURVEY CONTROL
 SC1661
 SC1661  NAD 83(1986)-  46 07 11.37111(N)    123 14 11.58509(W) AD(       ) 2
 SC1661  NAD 27      -  46 07 11.97099(N)    123 14 07.15422(W) AD(       ) 2
 SC1661
 SC1661.Superseded values are not recommended for survey control.
 SC1661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1661.See file dsdata.txt to determine how the superseded data were derived.
 SC1661
 SC1661_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS8172307388(NAD 83)
 SC1661
 SC1661  HISTORY     - Date     Condition        Report By
 SC1661  HISTORY     - 1873     MONUMENTED       CGS
 SC1661  HISTORY     - 1950     SEE DESCRIPTION  CGS
 SC1661
 SC1661                          STATION DESCRIPTION
 SC1661
 SC1661'DESCRIBED BY COAST AND GEODETIC SURVEY 1873 (CR)
 SC1661'STATION IS ON A SHARP RIDGE OPPOSITE THE HEAD OF WESTPORT
 SC1661'SLOUGH WHERE IT BRANCHES OFF FROM BEAVER SLOUGH, 227 FEET ABOVE
 SC1661'THE RIVER LEVEL.  THE LOCALITY CAN BE LOCATED BY THE LINES
 SC1661'OF STUMPS LEFT BY THE CUTTING WHICH WAS DONE TO OPEN LINES OF
 SC1661'SIGHT.
 SC1661'
 SC1661'THE STATION IS MARKED BY A BOTTLE BURIED MOUTH UP 3 FEET
 SC1661'BELOW THE SURFACE, AND THE SURFACE MARK IS A PART OF THE CENTER
 SC1661'POLE OF THE ORIGINAL SIGNAL.  AROUND THE STATION, BURIED 1 FOOT,
 SC1661'ARE 3 BOTTLES DISTANT ABOUT 6 FEET, AT EQUAL ANGLES, AND LYING
 SC1661'ON THEIR SIDES WITH THE NECKS POINTING TO THE STATION.
 SC1661
 SC1661                          STATION RECOVERY (1950)
 SC1661
 SC1661'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (WHB)
 SC1661'STATION WAS NOT FOUND AFTER A CAREFUL SEARCH.  CONSIDERABLE
 SC1661'LOGGING HAS BEEN DONE IN THIS VICINITY AND IT IS BELIEVED THAT
 SC1661'THE STATION IS LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SD0657 ***********************************************************************
 SD0657  DESIGNATION -  CLATSOP SPIT COAST GUARD LOT
 SD0657  PID         -  SD0657
 SD0657  STATE/COUNTY-  OR/CLATSOP
 SD0657  USGS QUAD   -  CLATSOP SPIT (1984)
 SD0657
 SD0657                         *CURRENT SURVEY CONTROL
 SD0657  ___________________________________________________________________
 SD0657* NAD 83(1991)-  46 13 34.56335(N)    124 00 47.80296(W)     ADJUSTED  
 SD0657* NAVD 88     -              **(meters)            **(feet)            
 SD0657  ___________________________________________________________________
 SD0657  LAPLACE CORR-          13.70  (seconds)                    DEFLEC99
 SD0657  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 SD0657  HORZ ORDER  -  THIRD
 SD0657
 SD0657.The horizontal coordinates were established by classical geodetic methods
 SD0657.and adjusted by the National Geodetic Survey in October 1991.
 SD0657
 SD0657
 SD0657.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0657
 SD0657.The geoid height was determined by GEOID03.
 SD0657
 SD0657;                    North         East     Units Scale Factor Converg.
 SD0657;SPC OR N     -   290,338.615 2,229,028.999   MT  1.00006544   -2 29 29.6
 SD0657;SPC OR N     -   952,554.51  7,313,087.27   iFT  1.00006544   -2 29 29.6
 SD0657;SPC WA S     -   105,284.030   229,068.781   MT  0.99993410   -2 33 07.3
 SD0657;SPC WA S     -   345,419.36    751,536.49   sFT  0.99993410   -2 33 07.3
 SD0657;UTM  10      - 5,119,686.821   421,860.096   MT  0.99967506   -0 43 54.1
 SD0657
 SD0657                          SUPERSEDED SURVEY CONTROL
 SD0657
 SD0657  NAD 83(1986)-  46 13 34.57125(N)    124 00 47.77682(W) AD(       ) 4
 SD0657  NAD 27      -  46 13 35.20801(N)    124 00 43.23815(W) AD(       ) 3
 SD0657
 SD0657.Superseded values are not recommended for survey control.
 SD0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0657.See file dsdata.txt to determine how the superseded data were derived.
 SD0657
 SD0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2186019687(NAD 83)
 SD0657_MARKER: 57 = LOOKOUT TOWER
 SD0657
 SD0657  HISTORY     - Date     Condition        Report By
 SD0657  HISTORY     - 1956     FIRST OBSERVED   CGS
 SD0657  HISTORY     - 1971     GOOD             NGS
 SD0657  HISTORY     - 1981     GOOD             NOS
 SD0657
 SD0657                          STATION DESCRIPTION
 SD0657
 SD0657'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (FN)
 SD0657'LOCATED NEAR THE NORTHWEST END OF CLATSOP SPIT, ABOUT 380 METERS
 SD0657'WEST OF A 12 FOOT HIGH YELLOW, IRON CROSS, ABOUT 35 METERS NORTH
 SD0657'OF THE ROCK JETTY AND ABOUT 37 METERS NORTHWEST OF AN OLD ELEVATED
 SD0657'WOODEN TANK.  THE STATION IS THE APEX OF THE ROOF OF THE HOUSE
 SD0657'ON TOP OF A 75 FOOT STEEL, SKELETON TOWER.
 SD0657
 SD0657                          STATION RECOVERY (1971)
 SD0657
 SD0657'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (DRT)
 SD0657'INTERSECTION STATION RECOVERED IN GOOD CONDITION--OLD ELEVATED
 SD0657'WOODEN TANK IS NO LONGER PRESENT.
 SD0657
 SD0657                          STATION RECOVERY (1981)
 SD0657
 SD0657'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1981 (RBM)
 SD0657'THE STATION WAS RECOVERED IN GOOD CONDITION AS PREVIOUSLY
 SD0657'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1033 ***********************************************************************
 OA1033  DESIGNATION -  CLAY
 OA1033  PID         -  OA1033
 OA1033  STATE/COUNTY-  OR/CURRY
 OA1033  USGS QUAD   -  CAPE SEBASTIAN (1986)
 OA1033
 OA1033                         *CURRENT SURVEY CONTROL
 OA1033  ___________________________________________________________________
 OA1033* NAD 83(1991)-  42 15 12.30839(N)    124 24 36.56648(W)     ADJUSTED  
 OA1033* NAVD 88     -        31.     (meters)     102.     (feet)  SCALED    
 OA1033  ___________________________________________________________________
 OA1033  LAPLACE CORR-          14.36  (seconds)                    DEFLEC99
 OA1033  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 OA1033  HORZ ORDER  -  THIRD
 OA1033
 OA1033.The horizontal coordinates were established by classical geodetic methods
 OA1033.and adjusted by the National Geodetic Survey in October 1991.
 OA1033
 OA1033.The orthometric height was scaled from a topographic map.
 OA1033
 OA1033.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1033
 OA1033.The geoid height was determined by GEOID03.
 OA1033
 OA1033;                    North         East     Units Scale Factor Converg.
 OA1033;SPC OR S     -    72,711.314 1,177,439.467   MT  1.00002108   -2 40 30.4
 OA1033;SPC OR S     -   238,554.18  3,862,990.38   iFT  1.00002108   -2 40 30.4
 OA1033;UTM  10      - 4,678,876.300   383,677.495   MT  0.99976649   -0 56 53.9
 OA1033
 OA1033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1033!SPC OR S     -   0.99999952  x   1.00002108  =   1.00002060
 OA1033!UTM  10      -   0.99999952  x   0.99976649  =   0.99976601
 OA1033
 OA1033                          SUPERSEDED SURVEY CONTROL
 OA1033
 OA1033  NAD 83(1986)-  42 15 12.28937(N)    124 24 36.57178(W) AD(       ) 3
 OA1033  NAD 27      -  42 15 12.91400(N)    124 24 32.20600(W) AD(       ) 3
 OA1033
 OA1033.Superseded values are not recommended for survey control.
 OA1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1033.See file dsdata.txt to determine how the superseded data were derived.
 OA1033
 OA1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCM8367778876(NAD 83)
 OA1033
 OA1033  HISTORY     - Date     Condition        Report By
 OA1033  HISTORY     - 1924     MONUMENTED       CGS
 OA1033  HISTORY     - 1934     SEE DESCRIPTION  ORGS
 OA1033  HISTORY     - 19861117 GOOD             BLM
 OA1033
 OA1033                          STATION DESCRIPTION
 OA1033
 OA1033'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (FWH)
 OA1033'STATION IS ON CROOKS POINT, 1.5 MILES S OF THE MOUTH OF PISTOL
 OA1033'RIVER.  THERE ARE TWO ROCKY STACKS AT THE NORTHERN EDGE OF THE CLAY
 OA1033'FLATS.  THE STATION IS ON THE WESTERN STACK, SET IN SOLID ROCK 4
 OA1033'FEET E FROM THE HIGHEST POINT.
 OA1033'
 OA1033'REFERENCE DISK IS SET IN SOUTHERN END OF SAME ROCKY STACK AND
 OA1033'APPROXIMATELY 7 FEET LOWER THAN STATION.
 OA1033'
 OA1033'REFERENCE MARK IS 9.602 METERS APPROXIMATELY 137 DEG IN AZIMUTH.
 OA1033
 OA1033                          STATION RECOVERY (1934)
 OA1033
 OA1033'RECOVERY NOTE BY OREGON GEODETIC SURVEY 1934
 OA1033'FOUND U.S.C. AND G.S. TRIANGULATION DISK, DATED 1924, MARKED
 OA1033'CLAY.  ON SMALL ROCK KNOLL ABOUT 750 FEET E OF PROMINENT ROCK CLIFF
 OA1033'NEAR N END OF MACK REEF (MACK POINT).  OLD FLAG AT THIS POINT.
 OA1033'ALSO FOUND U.S.C. AND G.S. DISK 30 FEET S OF ABOVE DISK MARKED CLAY
 OA1033'DATED 1924.  BOTH DISKS AT END OF CROOK POINT, OPPOSITE MACK
 OA1033'POINT.
 OA1033'
 OA1033'THE STATION IS MARKED WITH A STANDARD BRONZE DISK, WEDGED IN A
 OA1033'DRILL HOLE AND SET IN OUTCROPPING BEDROCK, ABOUT 4 FEET E OF THE
 OA1033'HIGHEST POINT.
 OA1033'
 OA1033'A REFERENCE MARK, CONSISTING OF A STANDARD BRONZE DISK SET IN
 OA1033'OUTCROPPING BEDROCK, IS SET IN THE SOUTHERN END OF THE SAME KNOLL
 OA1033'9.602 METERS (31.50 FEET) S OF THE STATION IN APPROXIMATE AZIMUTH
 OA1033'355 DEG.  THE REFERENCE MARK IS ABOUT 7 FEET LOWER THAN THE
 OA1033'STATION MARK.
 OA1033
 OA1033                          STATION RECOVERY (1986)
 OA1033
 OA1033'RECOVERY NOTE BY BUREAU OF LAND MANAGEMENT 1986 (MC)
 OA1033'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2338 ***********************************************************************
 QE2338  DESIGNATION -  CLAY
 QE2338  PID         -  QE2338
 QE2338  STATE/COUNTY-  OR/LINCOLN
 QE2338  USGS QUAD   -  TOLEDO SOUTH (1984)
 QE2338
 QE2338                         *CURRENT SURVEY CONTROL
 QE2338  ___________________________________________________________________
 QE2338* NAD 83(1991)-  44 34 16.09534(N)    123 58 37.20959(W)     ADJUSTED  
 QE2338* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 QE2338  ___________________________________________________________________
 QE2338  LAPLACE CORR-          15.62  (seconds)                    DEFLEC99
 QE2338  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 QE2338  HORZ ORDER  -  THIRD
 QE2338
 QE2338.The horizontal coordinates were established by classical geodetic methods
 QE2338.and adjusted by the National Geodetic Survey in October 1991.
 QE2338
 QE2338.The orthometric height was scaled from a topographic map.
 QE2338
 QE2338.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2338
 QE2338.The geoid height was determined by GEOID03.
 QE2338
 QE2338;                    North         East     Units Scale Factor Converg.
 QE2338;SPC OR N     -   106,448.969 2,223,911.394   MT  0.99994860   -2 27 57.0
 QE2338;SPC OR N     -   349,242.02  7,296,297.22   iFT  0.99994860   -2 27 57.0
 QE2338;UTM  10      - 4,935,775.210   422,424.925   MT  0.99967400   -0 41 08.5
 QE2338
 QE2338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2338!SPC OR N     -   1.00000304  x   0.99994860  =   0.99995164
 QE2338!UTM  10      -   1.00000304  x   0.99967400  =   0.99967704
 QE2338
 QE2338:                Primary Azimuth Mark                     Grid Az
 QE2338:SPC OR N     -  SHELF                                    093 40 18.5
 QE2338:UTM  10      -  SHELF                                    091 53 30.0
 QE2338
 QE2338|---------------------------------------------------------------------|
 QE2338| PID    Reference Object                     Distance      Geod. Az  |
 QE2338|                                                           dddmmss.s |
 QE2338| QE2369 SHELF                               APPROX. 0.6 KM 0911221.5 |
 QE2338| QE2390 PILE                                442.710 METERS 2714914.1 |
 QE2338| QE2330 CUT                                 457.330 METERS 3430704.9 |
 QE2338|---------------------------------------------------------------------|
 QE2338
 QE2338                          SUPERSEDED SURVEY CONTROL
 QE2338
 QE2338  NAD 83(1986)-  44 34 16.13697(N)    123 58 37.27212(W) AD(       ) 3
 QE2338  NAD 27      -  44 34 16.74000(N)    123 58 32.88700(W) AD(       ) 3
 QE2338
 QE2338.Superseded values are not recommended for survey control.
 QE2338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2338.See file dsdata.txt to determine how the superseded data were derived.
 QE2338
 QE2338_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ2242535775(NAD 83)
 QE2338_MARKER: Z = SEE DESCRIPTION
 QE2338_SETTING: 0 = UNSPECIFIED SETTING
 QE2338_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE2338
 QE2338  HISTORY     - Date     Condition        Report By
 QE2338  HISTORY     - 1914     MONUMENTED       CGS
 QE2338  HISTORY     - 1953     SEE DESCRIPTION  CGS
 QE2338
 QE2338                          STATION DESCRIPTION
 QE2338
 QE2338'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (JWM)
 QE2338'STATION IS ON THE S SIDE OF YAQUINA BAY, NEAR A CHANNEL RANGE
 QE2338'AND ABOUT 50 METERS E OF THE OLD SHIPYARD.
 QE2338'
 QE2338'THE STATION MARK IS A STANDARD DISK SET IN A CYLINDRICAL BED OF
 QE2338'CONCRETE 8 INCHES IN DIAMETER BY 2 FEET DEEP.
 QE2338'
 QE2338'THE REFERENCE MARK IS A STANDARD DISK SET IN CONCRETE, 3.05
 QE2338'METERS S OF THE STATION (MAGNETIC).
 QE2338
 QE2338                          STATION RECOVERY (1953)
 QE2338
 QE2338'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (FAR)
 QE2338'ALTHOUGH A THOROUGH SEARCH WAS MADE, THE STATION WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2547 ***********************************************************************
 QE2547  DESIGNATION -  CLAY
 QE2547  PID         -  QE2547
 QE2547  STATE/COUNTY-  OR/LINCOLN
 QE2547  USGS QUAD   -  WALDPORT (1984)
 QE2547
 QE2547                         *CURRENT SURVEY CONTROL
 QE2547  ___________________________________________________________________
 QE2547* NAD 83(1991)-  44 25 49.27419(N)    124 02 56.58854(W)     ADJUSTED  
 QE2547* NAVD 88     -        13.     (meters)      43.     (feet)  SCALED    
 QE2547  ___________________________________________________________________
 QE2547  LAPLACE CORR-          16.76  (seconds)                    DEFLEC99
 QE2547  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 QE2547  HORZ ORDER  -  THIRD
 QE2547
 QE2547.The horizontal coordinates were established by classical geodetic methods
 QE2547.and adjusted by the National Geodetic Survey in October 1991.
 QE2547
 QE2547.The orthometric height was scaled from a topographic map.
 QE2547
 QE2547.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2547
 QE2547.The geoid height was determined by GEOID03.
 QE2547
 QE2547;                    North         East     Units Scale Factor Converg.
 QE2547;SPC OR N     -    91,069.253 2,217,507.005   MT  0.99997698   -2 31 01.0
 QE2547;SPC OR N     -   298,783.64  7,275,285.45   iFT  0.99997698   -2 31 01.0
 QE2547;UTM  10      - 4,920,208.246   416,503.379   MT  0.99968574   -0 44 03.9
 QE2547
 QE2547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2547!SPC OR N     -   1.00000169  x   0.99997698  =   0.99997867
 QE2547!UTM  10      -   1.00000169  x   0.99968574  =   0.99968743
 QE2547
 QE2547|---------------------------------------------------------------------|
 QE2547| PID    Reference Object                     Distance      Geod. Az  |
 QE2547|                                                           dddmmss.s |
 QE2547| CD9686 CLAY RM 2                             4.258 METERS 02118     |
 QE2547| QE2541 DOCK                                APPROX. 1.0 KM 3010101.7 |
 QE2547| CD9685 CLAY RM 1                             9.251 METERS 32534     |
 QE2547|---------------------------------------------------------------------|
 QE2547
 QE2547                          SUPERSEDED SURVEY CONTROL
 QE2547
 QE2547  NAD 83(1986)-  44 25 49.29056(N)    124 02 56.65416(W) AD(       ) 3
 QE2547  NAD 27      -  44 25 49.74853(N)    124 02 52.21206(W) AD(       ) 3
 QE2547
 QE2547.Superseded values are not recommended for survey control.
 QE2547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2547.See file dsdata.txt to determine how the superseded data were derived.
 QE2547
 QE2547_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ1650320208(NAD 83)
 QE2547_MARKER: Z = SEE DESCRIPTION
 QE2547_SETTING: 0 = UNSPECIFIED SETTING
 QE2547
 QE2547  HISTORY     - Date     Condition        Report By
 QE2547  HISTORY     - 1927     MONUMENTED       CGS
 QE2547  HISTORY     - 1931     SEE DESCRIPTION  CGS
 QE2547
 QE2547                          STATION DESCRIPTION
 QE2547
 QE2547'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (GLB)
 QE2547'STATION IS LOCATED ABOUT 1/2 MILE FROM WALDPORT, ON THE N SIDE OF A
 QE2547'CURVE OF THE ALSEA-WALDPORT HIGHWAY AT LAST POINT TO THE E FROM
 QE2547'WHICH THE TOWN OF WALDPORT CAN BE SEEN.  THERE IS A CUT CLAY BANK
 QE2547'ON THE S SIDE OF ROAD.  MARK IS 2 FEET N OF N EDGE OF ROADWAY AND
 QE2547'1 FOOT BELOW SURFACE OF ROAD.  THERE IS A TELEPHONE POLE 3 FEET
 QE2547'NE OF STATION AND AN OLD LOG ROLLWAY JUST NW OF STATION.
 QE2547'
 QE2547'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 QE2547'CONCRETE AT THE CENTER OF THE TOP OF 10-INCH TILES.
 QE2547'
 QE2547'UNDERGROUND MARK IS A STANDARD BRONZE DISK SET IN CONCRETE, AS
 QE2547'DESCRIBED IN NOTE 7A.
 QE2547'
 QE2547'REFERENCE MARKS ARE NEAR THE BASE OF THE FILL TO THE N.
 QE2547
 QE2547                          STATION RECOVERY (1931)
 QE2547
 QE2547'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (LAM)
 QE2547'IN SEPTEMBER I INSPECTED THIS STATION AND FOUND THE STATION MARK
 QE2547'IN GOOD CONDITION.  HOWEVER, I DID NOT INSPECT REFERENCE MARKS.  A
 QE2547'CORRECT DESCRIPTION IS AS FOLLOWS--
 QE2547'
 QE2547'LOCATED ABOUT 0.5 MILE E OF WALDPORT, MEASURED ALONG THE ALSEA
 QE2547'HIGHWAY FROM LINT SLOUGH BRIDGE.  THE STATION IS 30 FEET N OF THE
 QE2547'CENTER LINE OF THE ALSEA HIGHWAY AND N ACROSS THE HIGHWAY FROM AN
 QE2547'UNUSUALLY PROMINENT ZIGZAG VEIN OF LIGHT ROCK IN A CLIFF.  IT IS
 QE2547'ABOUT 1 FOOT BELOW THE HIGHWAY GRADE.  THERE IS LITTLE LEFT OF
 QE2547'THE OLD LOGWAY MENTIONED IN ORIGINAL DESCRIPTION.
 QE2547'
 QE2547'NOTE--IN 1934 IT WAS REPORTED THAT STATION WAS APPARENTLY COVERED
 QE2547'WITH ROAD MATERIAL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0862 ***********************************************************************
 PC0862  DESIGNATION -  CLAYTON POINT
 PC0862  PID         -  PC0862
 PC0862  STATE/COUNTY-  OR/DOUGLAS
 PC0862  USGS QUAD   -  DUMONT CREEK (1989)
 PC0862
 PC0862                         *CURRENT SURVEY CONTROL
 PC0862  ___________________________________________________________________
 PC0862* NAD 83(1991)-  43 03 00.80680(N)    122 48 03.78218(W)     ADJUSTED  
 PC0862* NAVD 88     -       951.9    (meters)    3123.     (feet)  VERTCON   
 PC0862  ___________________________________________________________________
 PC0862  LAPLACE CORR-           2.39  (seconds)                    DEFLEC99
 PC0862  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 PC0862  HORZ ORDER  -  SECOND
 PC0862
 PC0862.The horizontal coordinates were established by classical geodetic methods
 PC0862.and adjusted by the National Geodetic Survey in October 1991.
 PC0862
 PC0862.The NAVD 88 height was computed by applying the VERTCON shift value to
 PC0862.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PC0862
 PC0862.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC0862
 PC0862.The geoid height was determined by GEOID03.
 PC0862
 PC0862;                    North         East     Units Scale Factor Converg.
 PC0862;SPC OR S     -   156,263.757 1,312,565.947   MT  0.99989673   -1 34 27.3
 PC0862;SPC OR S     -   512,676.37  4,306,318.72   iFT  0.99989673   -1 34 27.3
 PC0862;UTM  10      - 4,766,411.326   516,202.825   MT  0.99960323   +0 08 08.9
 PC0862
 PC0862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC0862!SPC OR S     -   0.99985442  x   0.99989673  =   0.99975116
 PC0862!UTM  10      -   0.99985442  x   0.99960323  =   0.99945770
 PC0862
 PC0862:                Primary Azimuth Mark                     Grid Az
 PC0862:SPC OR S     -  ACKER ROCK RESET                         090 34 39.9
 PC0862:UTM  10      -  ACKER ROCK RESET                         088 52 03.7
 PC0862
 PC0862|---------------------------------------------------------------------|
 PC0862| PID    Reference Object                     Distance      Geod. Az  |
 PC0862|                                                           dddmmss.s |
 PC0862| PC0855 ACKER ROCK RESET                    APPROX.12.6 KM 0890012.6 |
 PC0862| CD9216 CLAYTON POINT RM 1                   13.006 METERS 10031     |
 PC0862| CD9217 CLAYTON POINT RM 2                    8.012 METERS 19659     |
 PC0862|---------------------------------------------------------------------|
 PC0862
 PC0862                          SUPERSEDED SURVEY CONTROL
 PC0862
 PC0862  NAD 83(1986)-  43 03 00.80563(N)    122 48 03.79870(W) AD(       ) 2
 PC0862  NAD 27      -  43 03 01.37410(N)    122 47 59.61950(W) AD(       ) 2
 PC0862  NGVD 29 (07/19/86)  950.9    (m)         3120.     (f) VERT ANG    3  
 PC0862
 PC0862.Superseded values are not recommended for survey control.
 PC0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0862.See file dsdata.txt to determine how the superseded data were derived.
 PC0862
 PC0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN1620366411(NAD 83)
 PC0862_MARKER: DS = TRIANGULATION STATION DISK
 PC0862_SETTING: 66 = SET IN ROCK OUTCROP
 PC0862_STAMPING: CLAYTON POINT 1953
 PC0862_MARK LOGO: CGS   
 PC0862_MAGNETIC: N = NO MAGNETIC MATERIAL
 PC0862_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PC0862+STABILITY: POSITION/ELEVATION WELL
 PC0862
 PC0862  HISTORY     - Date     Condition        Report By
 PC0862  HISTORY     - 1953     MONUMENTED       CGS
 PC0862  HISTORY     - 19810819 GOOD             NGS
 PC0862
 PC0862                          STATION DESCRIPTION
 PC0862
 PC0862'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 PC0862'THE STATION IS ABOUT 13 MILES NORTH OF TILLER, 6 MILES WEST OF
 PC0862'THE SOUTH UMPQUA GUARD STATION, 43 FEET SOUTH OF THE REMAINS OF A
 PC0862'LOOKOUT TOWER, AND ON THE SOUTHERN SLOPE OF A TIMBERED HILL.
 PC0862'
 PC0862'TO REACH THE STATION FROM THE POST OFFICE IN TILLER.  GO EAST ON
 PC0862'STATE ROUTE 227 FOR 0.1 MILE TO A ROAD FORK.  TAKE THE LEFT FORK
 PC0862'AND FOLLOW THE MAIN ROAD FOR 13.1 MILES TO A SIDE ROAD RIGHT
 PC0862'ACROSS A RIVER.  TAKE THE LEFT ROAD FOR 0.2 MILE TO TWO CABINS
 PC0862'ON THE LEFT AND THE END OF TRUCK TRAVEL.  FROM HERE FOLLOW TRAIL
 PC0862'WEST FOR ABOUT 1 HOUR TO THE TOP OF A RIDGE AND A TRAIL FORK.
 PC0862'TAKE THE RIGHT FORK AND CONTINUE UP HILL FOR ABOUT 1/2 HOUR TO THE
 PC0862'STATION.
 PC0862'
 PC0862'THE STATION MARK IS A STANDARD DISK SET IN A DRILL HOLE IN
 PC0862'BEDROCK THAT IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 PC0862'CLAYTON POINT 1953.
 PC0862'
 PC0862'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A DRILL HOLE IN A
 PC0862'BOULDER THAT PROJECTS 18 INCHES, AND THE DISK IS STAMPED CLAYTON
 PC0862'POINT NO 1 1953.  IT IS ON THE SOUTHERLY SLOPE OF THE HILL.
 PC0862'
 PC0862'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A DRILL HOLE IN
 PC0862'BEDROCK THAT IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 PC0862'CLAYTON POINT NO 2 1953.
 PC0862'
 PC0862'NO LOCATION COULD BE FOUND FOR AN AZIMUTH MARK AT THIS STATION.
 PC0862
 PC0862                          STATION RECOVERY (1981)
 PC0862
 PC0862'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 PC0862'THE STATION AND REFERENCE MARK 1 AND 2 WERE RECOVERED IN GOOD
 PC0862'CONDITION.  AN ANGLE AND DISTANCE WAS TAKEN TO A USFS DISK AT THIS
 PC0862'TIME.  CONSIDERABLE CLEARING AND/OR A TOWER AT LEAST 25 METERS (82.0
 PC0862'FT) HIGH WOULD BE NEEDED TO USE THIS STATION.  A DIFFERENCE WAS NOTED
 PC0862'IN THE MEASUREMENTS AND ANGLE BETWEEN THE REFERENCE MARKS. TREES AND
 PC0862'HEAVY BRUSH ARE ON LINE BETWEEN REFERENCE MARKS.  THE STATION IS
 PC0862'LOCATED ABOUT 20.8 KM (12.90 MI) NORTH OF TILLER ON THE SOUTH SLOPE OF
 PC0862'THE TIMBERED HILL.  TO REACH THE STATION FROM THE POST OFFICE IN
 PC0862'TILLER GO EAST 0.64 KM (0.40 MI) TO A ROAD FORK, TURN LEFT AND GO
 PC0862'18.88 KM (11.75 MI) TO DUMONT CREEK, TURN LEFT UP DUMONT CREEK AND GO
 PC0862'1.36 KM (0.85 MI) TURN RIGHT ON ROAD 2844 AND GO UP HILL 5.28 KM (3.30
 PC0862'MI) TO AN OLD LOGGING ROAD ON THE LEFT AND END OF TRUCK TRAVEL.  PACK
 PC0862'EAST ON OLD LOGGING ROAD ABOUT 100 METERS (328.1 FT) TO EDGE OF UNCUT
 PC0862'TIMBER, TURN LEFT UP HILL TO A RIDGE TURN EASTERLY AND FOLLOW RIDGE
 PC0862'OVER 2 SMALL SADDLES TO THE EAST END OF THE RIDGE AND THE STATION.
 PC0862' 
 PC0862'THE STATION IS A STANDARD CGS DISK STAMPED---CLAYTON POINT 1953---,
 PC0862'SET INTO PARTIALLY EXPOSED BOULDER OF 0.5 METERS (1.6 FT) LARGEST
 PC0862'DIMENSION.  THE STATION IS LOCATED 15.5 METERS (50.9 FT) SOUTH FROM
 PC0862'THE CENTER OF THE OLD LOOKOUT, 3.5 METERS (11.5 FT) SOUTH-SOUTHWEST
 PC0862'FROM A 35 CENTIMETER IN DIAMETER FIR TREE WITH A WITNESS SIGN
 PC0862'ATTACHED.  REFERENCE MARK NO 1, IS A STANDARD CGS DISK
 PC0862'STAMPED---CLAYTON POINT NO 1 1953---, SET INTO PARTIALLY EXPOSED
 PC0862'BOULDER OF 1 METERS (3.3 FT) LARGEST DIMENSION.  THE STATION IS
 PC0862'LOCATED 13.0 METERS (42.7 FT) EAST FROM A 35 CENTIMETER FIR TREE WITH
 PC0862'A WITNESS SIGN ATTACHED, 4.1 METERS (13.5 FT) WEST FROM A 10
 PC0862'CENTIMETER JUNIPER TREE, AND 1 METER (3.3 FT) LOWER THAN THE STATION.
 PC0862'REFERENCE MARK NO 2, IS A STANDARD CGS DISK STAMPED---CLAYTON POINT NO
 PC0862'2 1953---, SET INTO PARTIALLY EXPOSED BOULDER OF 0.3 METERS (1.0 FT)
 PC0862'LARGEST DIMENSION. THE STATION IS LOCATED 11.4 METERS (37.4 FT) SOUTH
 PC0862'FROM A 35 CENTIMETER FIR WITH A WITNESS SIGN ATTACHED, 4.7 METERS
 PC0862'(15.4 FT) WEST-NORTHWEST FROM TWO 30 CENTIMETERS IN DIAMETER FIR
 PC0862'TREES, AND 3 METERS (9.8 FT) LOWER THAN THE STATION.  REFERENCE MARK
 PC0862'NO 3, IS A DEPARTMENT OF AGRICULTURE FOREST SERVICE DISK
 PC0862'STAMPED---CLAYTON PT L.O 1934---SET INTO A DRILL HOLE IN THE SOUTHWEST
 PC0862'CORNER OF THE SOUTHWEST FOUNDATION FOR THE SOUTHWEST LEG OF THE TOWER.
 PC0862'THE FOUNDATION IS 45 CENTIMETERS SQUARE AND PROJECTS 30 CENTIMETERS.
 PC0862'THE STATION IS LOCATED 9.7 METERS (31.8 FT) NORTHWEST FROM A 35
 PC0862'CENTIMETER IN DIAMETER FIR WITH A WITNESS SIGN ATTACHED, 3 METERS (9.8
 PC0862'FT) SOUTH-SOUTHWEST FROM THE CENTER OF OLD LOOKOUT TOWER, AND 2.0
 PC0862'METERS (6.6 FT) HIGHER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AI1986 ***********************************************************************
 AI1986  CBN         -  This is a Cooperative Base Network Control Station.
 AI1986  DESIGNATION -  CLCC
 AI1986  PID         -  AI1986
 AI1986  STATE/COUNTY-  OR/CLACKAMAS
 AI1986  USGS QUAD   -  OREGON CITY (1985)
 AI1986
 AI1986                         *CURRENT SURVEY CONTROL
 AI1986  ___________________________________________________________________
 AI1986* NAD 83(2007)-  45 19 33.74282(N)    122 34 31.37917(W)     ADJUSTED  
 AI1986* NAVD 88     -       130.3    (meters)     427.     (feet)  GPS OBS   
 AI1986  ___________________________________________________________________
 AI1986  EPOCH DATE  -        2007.00
 AI1986  X           -  -2,418,517.233 (meters)                     COMP
 AI1986  Y           -  -3,785,312.148 (meters)                     COMP
 AI1986  Z           -   4,512,973.444 (meters)                     COMP
 AI1986  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 AI1986  ELLIP HEIGHT-         107.547 (meters)          (02/10/07) ADJUSTED
 AI1986  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 AI1986
 AI1986  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI1986  Type    PID    Designation                      North   East  Ellip
 AI1986  -------------------------------------------------------------------
 AI1986  NETWORK AI1986 CLCC                              0.49   0.37   1.31
 AI1986  -------------------------------------------------------------------
 AI1986
 AI1986.The horizontal coordinates were established by GPS observations
 AI1986.and adjusted by the National Geodetic Survey in February 2007.
 AI1986
 AI1986.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI1986.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI1986.The horizontal coordinates are valid at the epoch date displayed above.
 AI1986.The epoch date for horizontal control is a decimal equivalence
 AI1986.of Year/Month/Day.
 AI1986
 AI1986.The orthometric height was determined by GPS observations and a
 AI1986.high-resolution geoid model.
 AI1986
 AI1986.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI1986
 AI1986.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1986
 AI1986.The ellipsoidal height was determined by GPS observations
 AI1986.and is referenced to NAD 83.
 AI1986
 AI1986.The geoid height was determined by GEOID03.
 AI1986
 AI1986;                    North         East     Units Scale Factor Converg.
 AI1986;SPC OR N     -   186,481.762 2,337,327.751   MT  0.99989834   -1 28 18.6
 AI1986;SPC OR N     -   611,816.80  7,668,398.13   iFT  0.99989834   -1 28 18.6
 AI1986;UTM  10      - 5,019,257.998   533,275.960   MT  0.99961361   +0 18 07.0
 AI1986
 AI1986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1986!SPC OR N     -   0.99998314  x   0.99989834  =   0.99988148
 AI1986!UTM  10      -   0.99998314  x   0.99961361  =   0.99959676
 AI1986
 AI1986                          SUPERSEDED SURVEY CONTROL
 AI1986
 AI1986  NAD 83(1998)-  45 19 33.74082(N)    122 34 31.38082(W) AD(       ) A
 AI1986  ELLIP H (04/24/00)  107.564  (m)                       GP(       ) 3 1
 AI1986  NAD 83(1991)-  45 19 33.73898(N)    122 34 31.38046(W) AD(       ) B
 AI1986  ELLIP H (10/13/99)  107.689  (m)                       GP(       ) 3 1
 AI1986
 AI1986.Superseded values are not recommended for survey control.
 AI1986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1986.See file dsdata.txt to determine how the superseded data were derived.
 AI1986
 AI1986_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER3327619258(NAD 83)
 AI1986_MARKER: DD = SURVEY DISK
 AI1986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI1986_STAMPING: CLCC 1998
 AI1986_MARK LOGO: NONE  
 AI1986_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI1986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI1986+STABILITY: SURFACE MOTION
 AI1986_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1986+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2000
 AI1986
 AI1986  HISTORY     - Date     Condition        Report By
 AI1986  HISTORY     - 1998     MONUMENTED       OR-005
 AI1986  HISTORY     - 20001010 GOOD             OR-005
 AI1986
 AI1986                          STATION DESCRIPTION
 AI1986
 AI1986'DESCRIBED BY CLACKAMAS COUNTY OREGON 1998 (CHH)
 AI1986'THE STATION IS LOCATED IN THE SOUTHEAST SIDE OF OREGON CITY, ON THE
 AI1986'NORTH SIDE OF CLACKAMAS COMMUNITY COLLEGE, ON THE NORTH SIDE OF NORTH
 AI1986'DOUGLAS LOOP, NEAR THE SOUTHEAST CORNER OF THE MOST NORTHERLY ASPHALT
 AI1986'PARKING LOT.  OWNERSHIP--CLACKAMAS COMMUNITY COLLEGE, 19600 MOLALLA
 AI1986'AVENUE, OREGON CITY, OR 97045.  CONTACT CAMPUS SECURITY, PHONE
 AI1986'503-657-6958 EXTENSION 2234.  TO REACH THE STATION FROM THE JUNCTION
 AI1986'OF INTERSTATE HIGHWAY 205 AND STATE HIGHWAY 213 (EXIT 10), GO
 AI1986'SOUTHERLY ON HIGHWAY 213 FOR 5.6 KM (3.45 MI) TO THE WEST ENTRANCE
 AI1986'ROAD TO CLACKAMAS COMMUNITY COLLEGE ON THE LEFT.  TURN LEFT, EAST, ON
 AI1986'THE ENTRANCE ROAD FOR 0.16 KM (0.10 MI) TO NORTH DOUGLAS LOOP ON THE
 AI1986'LEFT.  TURN LEFT, NORTH THEN EAST, ON NORTH DOUGLAS LOOP FOR 0.32 KM
 AI1986'(0.20 MI) TO THE STATION ON THE LEFT JUST BEFORE THE EASTERLY ENTRANCE
 AI1986'DRIVE INTO THE ASPHALT PARKING LOT.  THE STATION IS AN OREGON PRIMARY
 AI1986'GPS STATION DISK SET IN TOP OF A 30 CM ROUND CONCRETE MONUMENT FLUSH
 AI1986'WITH THE GROUND.  IT IS 24.4 M (80.1 FT) NORTH FROM THE CENTER OF
 AI1986'NORTH DOUGLAS LOOP, 9.7 M (31.8 FT) WEST FROM THE CENTER OF THE
 AI1986'PARKING LOT ENTRANCE DRIVE, 6.7 M (22.0 FT) WEST-SOUTHWEST FROM THE
 AI1986'EAST END OF THE CONCRETE CURB ON THE SOUTH SIDE OF THE PARKING LOT,
 AI1986'1.7 M (5.6 FT) SOUTH FROM THE CURB, 1.7 M (5.6 FT) NORTHWEST FROM THE
 AI1986'CENTER OF A PLASTIC CONTROL VALVE BOX COVER, AND ABOUT THE SAME LEVEL
 AI1986'AS THE PARKING LOT.
 AI1986
 AI1986                          STATION RECOVERY (2000)
 AI1986
 AI1986'RECOVERY NOTE BY CLACKAMAS COUNTY OREGON 2000 (CRC)
 AI1986'RECOVERED AS DESCRIBED
 AI1986'
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2370 ***********************************************************************
 RD2370  DESIGNATION -  CLEAR
 RD2370  PID         -  RD2370
 RD2370  STATE/COUNTY-  OR/MULTNOMAH
 RD2370  USGS QUAD   -  CAMAS (1993)
 RD2370
 RD2370                         *CURRENT SURVEY CONTROL
 RD2370  ___________________________________________________________________
 RD2370* NAD 83(1991)-  45 34 32.65508(N)    122 28 27.03634(W)     ADJUSTED  
 RD2370* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 RD2370  ___________________________________________________________________
 RD2370  LAPLACE CORR-           3.92  (seconds)                    DEFLEC99
 RD2370  GEOID HEIGHT-         -22.67  (meters)                     GEOID03
 RD2370  HORZ ORDER  -  THIRD
 RD2370
 RD2370.The horizontal coordinates were established by classical geodetic methods
 RD2370.and adjusted by the National Geodetic Survey in October 1991.
 RD2370
 RD2370.The orthometric height was scaled from a topographic map.
 RD2370
 RD2370.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2370
 RD2370.The geoid height was determined by GEOID03.
 RD2370
 RD2370;                    North         East     Units Scale Factor Converg.
 RD2370;SPC OR N     -   214,023.665 2,345,936.863   MT  0.99991979   -1 24 00.2
 RD2370;SPC OR N     -   702,177.38  7,696,643.25   iFT  0.99991979   -1 24 00.2
 RD2370;SPC WA S     -    28,872.243   345,914.731   MT  1.00006832   -1 26 02.5
 RD2370;SPC WA S     -    94,725.02  1,134,888.58   sFT  1.00006832   -1 26 02.5
 RD2370;UTM  10      - 5,047,045.227   541,025.763   MT  0.99962069   +0 22 31.9
 RD2370
 RD2370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2370!SPC OR N     -   1.00000245  x   0.99991979  =   0.99992224
 RD2370!SPC WA S     -   1.00000245  x   1.00006832  =   1.00007077
 RD2370!UTM  10      -   1.00000245  x   0.99962069  =   0.99962314
 RD2370
 RD2370:                Primary Azimuth Mark                     Grid Az
 RD2370:SPC OR N     -  MOLE                                     314 59 01.0
 RD2370:SPC WA S     -  MOLE                                     315 01 03.3
 RD2370:UTM  10      -  MOLE                                     313 12 28.9
 RD2370
 RD2370|---------------------------------------------------------------------|
 RD2370| PID    Reference Object                     Distance      Geod. Az  |
 RD2370|                                                           dddmmss.s |
 RD2370| RD2343 MOLE                                APPROX. 1.4 KM 3133500.8 |
 RD2370|---------------------------------------------------------------------|
 RD2370
 RD2370                          SUPERSEDED SURVEY CONTROL
 RD2370
 RD2370  NAD 83(1986)-  45 34 32.67086(N)    122 28 27.04018(W) AD(       ) 3
 RD2370  NAD 27      -  45 34 33.24100(N)    122 28 22.70200(W) AD(       ) 3
 RD2370
 RD2370.Superseded values are not recommended for survey control.
 RD2370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2370.See file dsdata.txt to determine how the superseded data were derived.
 RD2370
 RD2370_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER4102647045(NAD 83)
 RD2370
 RD2370  HISTORY     - Date     Condition        Report By
 RD2370  HISTORY     - 1935     MONUMENTED       USE
 RD2370  HISTORY     - 1945     SEE DESCRIPTION  CGS
 RD2370  HISTORY     - 19941005 MARK NOT FOUND   USPSQD
 RD2370
 RD2370                          STATION DESCRIPTION
 RD2370
 RD2370'DESCRIBED BY US ENGINEERS 1935
 RD2370'ON N BANK OF GOVERNMENT ISLAND, S OF MAIN CHANNEL OF
 RD2370'COLUMBIA RIVER, ABOUT 0.75 MILE DOWNSTREAM NW FROM UPPER
 RD2370'END OF ISLAND, ABOUT 0.25 MILE DOWNSTREAM FROM HASSALO ROCK
 RD2370'LIGHT, ABOUT 400 FEET UPSTREAM FROM N-S FENCE AND 4 FEET
 RD2370'INSHORE FROM TOP OF RIVER BANK.
 RD2370'
 RD2370'STATION IS MARKED BY SECTION OF 1 1/4-INCH IRON PIPE IN
 RD2370'CONCRETE POST WITH USED CLEAR 1935 MARKED IN CONCRETE.
 RD2370
 RD2370                          STATION RECOVERY (1945)
 RD2370
 RD2370'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (RAE)
 RD2370'THE GROUND UNDER THIS STATION HAS ERODED AND THE MARK HAS
 RD2370'FALLEN DOWN THE BANK.  IT SHOULD BE CLASSIFIED AS LOST.
 RD2370
 RD2370                          STATION RECOVERY (1994)
 RD2370
 RD2370'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD2370'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA1196 ***********************************************************************
 RA1196  DESIGNATION -  CLEAR
 RA1196  PID         -  RA1196
 RA1196  STATE/COUNTY-  OR/WALLOWA
 RA1196  USGS QUAD   -  DEEP CREEK (1995)
 RA1196
 RA1196                         *CURRENT SURVEY CONTROL
 RA1196  ___________________________________________________________________
 RA1196* NAD 83(1991)-  45 45 22.82576(N)    117 42 22.62898(W)     ADJUSTED  
 RA1196* NAVD 88     -      1311.9    (meters)    4304.     (feet)  VERTCON   
 RA1196  ___________________________________________________________________
 RA1196  LAPLACE CORR-           6.70  (seconds)                    DEFLEC99
 RA1196  GEOID HEIGHT-         -17.70  (meters)                     GEOID03
 RA1196  HORZ ORDER  -  SECOND
 RA1196
 RA1196.The horizontal coordinates were established by classical geodetic methods
 RA1196.and adjusted by the National Geodetic Survey in October 1991.
 RA1196
 RA1196.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1196.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1196
 RA1196.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1196
 RA1196.The geoid height was determined by GEOID03.
 RA1196
 RA1196;                    North         East     Units Scale Factor Converg.
 RA1196;SPC OR N     -   235,970.488 2,717,303.479   MT  0.99994718   +1 58 52.5
 RA1196;SPC OR N     -   774,181.39  8,915,037.66   iFT  0.99994718   +1 58 52.5
 RA1196;UTM  11      - 5,067,218.368   445,071.129   MT  0.99963709   -0 30 21.5
 RA1196
 RA1196!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1196!SPC OR N     -   0.99979715  x   0.99994718  =   0.99974434
 RA1196!UTM  11      -   0.99979715  x   0.99963709  =   0.99943431
 RA1196
 RA1196:                Primary Azimuth Mark                     Grid Az
 RA1196:SPC OR N     -  CLEAR AZ MK                              035 17 16.4
 RA1196:UTM  11      -  CLEAR AZ MK                              037 46 30.4
 RA1196
 RA1196|---------------------------------------------------------------------|
 RA1196| PID    Reference Object                     Distance      Geod. Az  |
 RA1196|                                                           dddmmss.s |
 RA1196| CF4659 CLEAR AZ MK                                        0371608.9 |
 RA1196| CF4660 CLEAR RM 1                           11.290 METERS 21719     |
 RA1196| CF4661 CLEAR RM 2                           10.690 METERS 33241     |
 RA1196|---------------------------------------------------------------------|
 RA1196
 RA1196                          SUPERSEDED SURVEY CONTROL
 RA1196
 RA1196  NAD 83(1986)-  45 45 22.83175(N)    117 42 22.61946(W) AD(       ) 2
 RA1196  NAD 27      -  45 45 23.32903(N)    117 42 18.91589(W) AD(       ) 2
 RA1196  NGVD 29 (07/19/86) 1310.7    (m)         4300.     (f) VERT ANG    3  
 RA1196
 RA1196.Superseded values are not recommended for survey control.
 RA1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1196.See file dsdata.txt to determine how the superseded data were derived.
 RA1196
 RA1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML4507167218(NAD 83)
 RA1196_MARKER: Z = SEE DESCRIPTION
 RA1196_SETTING: 0 = UNSPECIFIED SETTING
 RA1196
 RA1196  HISTORY     - Date     Condition        Report By
 RA1196  HISTORY     - 1946     MONUMENTED       CGS
 RA1196
 RA1196                          STATION DESCRIPTION
 RA1196
 RA1196'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JTJ)
 RA1196'THE STATION IS LOCATED ABOUT 10 MILES NORTHEAST OF RONDOWA, ABOUT
 RA1196'10 MILES SOUTHWEST OF TROY, AND ABOUT 2-1/2 MILES EAST OF THE
 RA1196'GRANDE RONDE RIVER, ON THE RIM OF THE HIGHER ELEVATION WHERE IT
 RA1196'DROPS TOWARDS THE GRANDE RONDE RIVER.
 RA1196'
 RA1196'TO REACH FROM THE POST OFFICE IN WALLOWA GO WEST ON STATE HIGHWAY
 RA1196'82 TOWARDS ELGIN FOR 2.2 MILES TO T ROAD NORTH AT SIGN
 RA1196'PROMISE-MAXVILLE-WENAHA TURN RIGHT TOWARDS PROMISE FOR 7.7 MILES
 RA1196'TO A TRACK ROAD LEFT AND SIGN HOWARD BU L.O. TURN LEFT ON TRACK
 RA1196'ROAD TOWARDS HOWARD BU L.O. AND CONTINUE FOR 5.2 MILES TO A FORK
 RA1196'AND SIGN COAL DOCK-WENAHA TAKE RIGHT FORK AND CONTINUE FOR 2.0
 RA1196'MILES TO A REVERSED FORK AND SIGN CHAS BROWN ROAD CONTINUE ON
 RA1196'THE CHAS BROWN ROAD FOR 2.7 MILES JUST BEFORE STARTING DOWN
 RA1196'GRADE, AND FOREST SERVICE FIRE WARNING SIGN ON TREE TO RIGHT,
 RA1196'TURN LEFT ONTO DIM TRACK ROAD FOR 0.1 MILE TO STATION ON THE
 RA1196'RIGHT ON EDGE OF RIM.
 RA1196'
 RA1196'THE MARK IS A STANDARD BRONZE DISK SET IN A BURIED BOULDER
 RA1196'PROJECTING ABOUT 4 INCHES, 7.9 METERS NORTH NORTHEAST OF A BLAZED
 RA1196'TREE, 8.9 METERS EAST OF A BLAZED TREE, NEAR EDGE OF RIM.  STAMPED
 RA1196'CLEAR 1946.
 RA1196'
 RA1196'REFERENCE MARK NO 1 IS A STANDARD BRONZE REFERENCE DISK SET IN A
 RA1196'LARGE BOULDER PROJECTING ABOUT 1-1/2 FEET, AND IS ABOUT 1 FOOT
 RA1196'HIGHER THAN THE STATION.  STAMPED CLEAR NO 1 1946.
 RA1196'
 RA1196'REFERENCE MARK NO 2 IS A STANDARD BRONZE REFERENCE DISK SET IN
 RA1196'OUTCROP PROJECTING ABOUT 4 INCHES, AND IS ABOUT 1-1/2 FEET LOWER
 RA1196'THAN THE STATION.  STAMPED CLEAR NO 2 1946.
 RA1196'
 RA1196'THE AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN A BURIED
 RA1196'BOULDER ABOUT FLUSH WITH THE GROUND SURFACE, 9 FEET NORTH OF THE
 RA1196'ROAD, 20 FEET SOUTHWEST OF A DOUBLE PINE TREE, AND IS ABOUT 200
 RA1196'METERS NORTHEAST OF THE STATION.  STAMPED CLEAR 1946.
 RA1196'
 RA1196'THE TREE TARGET IS A LARGE TREE WITH A TRIANGLE BLAZE, WITH A
 RA1196'POLE IN ITS TOP WITH A RAG TIED TO IT.  IT IS ABOUT 100 FEET NORTH
 RA1196'OF THE ROAD AND ABOUT 25 FEET EAST OF THE EDGE OF THE RIM.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1110 ***********************************************************************
 OA1110  DESIGNATION -  CLEAR
 OA1110  PID         -  OA1110
 OA1110  STATE/COUNTY-  OR/LANE
 OA1110  USGS QUAD   -  GOOSE PASTURE (1984)
 OA1110
 OA1110                         *CURRENT SURVEY CONTROL
 OA1110  ___________________________________________________________________
 OA1110* NAD 83(1991)-  43 58 06.11640(N)    124 08 27.52350(W)     ADJUSTED  
 OA1110* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 OA1110  ___________________________________________________________________
 OA1110  LAPLACE CORR-          14.20  (seconds)                    DEFLEC99
 OA1110  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 OA1110  HORZ ORDER  -  THIRD
 OA1110
 OA1110.The horizontal coordinates were established by classical geodetic methods
 OA1110.and adjusted by the National Geodetic Survey in October 1991.
 OA1110
 OA1110.The orthometric height was scaled from a topographic map.
 OA1110
 OA1110.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1110
 OA1110.The geoid height was determined by GEOID03.
 OA1110
 OA1110;                    North         East     Units Scale Factor Converg.
 OA1110;SPC OR S     -   262,039.130 1,207,910.176   MT  0.99999211   -2 29 27.5
 OA1110;SPC OR S     -   859,708.43  3,962,959.90   iFT  0.99999211   -2 29 27.5
 OA1110;UTM  10      - 4,868,992.028   408,474.225   MT  0.99970303   -0 47 31.9
 OA1110
 OA1110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1110!SPC OR S     -   1.00000343  x   0.99999211  =   0.99999554
 OA1110!UTM  10      -   1.00000343  x   0.99970303  =   0.99970646
 OA1110
 OA1110:                Primary Azimuth Mark                     Grid Az
 OA1110:SPC OR S     -  SIUSLAW                                  008 24 08.2
 OA1110:UTM  10      -  SIUSLAW                                  006 42 12.6
 OA1110
 OA1110|---------------------------------------------------------------------|
 OA1110| PID    Reference Object                     Distance      Geod. Az  |
 OA1110|                                                           dddmmss.s |
 OA1110| OA1111 SIUSLAW                             APPROX. 2.4 KM 0055440.7 |
 OA1110| CD9687 CLEAR RM 1                           15.488 METERS 08057     |
 OA1110| CD9688 CLEAR RM 2                           14.550 METERS 16021     |
 OA1110|---------------------------------------------------------------------|
 OA1110
 OA1110                          SUPERSEDED SURVEY CONTROL
 OA1110
 OA1110  NAD 83(1986)-  43 58 06.12325(N)    124 08 27.57693(W) AD(       ) 3
 OA1110  NAD 27      -  43 58 06.68400(N)    124 08 23.15200(W) AD(       ) 3
 OA1110
 OA1110.Superseded values are not recommended for survey control.
 OA1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1110.See file dsdata.txt to determine how the superseded data were derived.
 OA1110
 OA1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP0847468992(NAD 83)
 OA1110_MARKER: Z = SEE DESCRIPTION
 OA1110_SETTING: 0 = UNSPECIFIED SETTING
 OA1110
 OA1110  HISTORY     - Date     Condition        Report By
 OA1110  HISTORY     - 1928     MONUMENTED       CGS
 OA1110  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OA1110
 OA1110                          STATION DESCRIPTION
 OA1110
 OA1110'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (GLB)
 OA1110'THIS TRAVERSE STATION IS LOCATED ABOUT 4 MILES S OF THE SIUSLAW
 OA1110'RIVER JETTY AND ABOUT 50 METERS IN FROM THE HIGH-WATER LINE.  THE
 OA1110'STATION IS ON TOP OF A GRASS-COVERED SAND DUNE.  ABOUT 15 METERS
 OA1110'E OF THE STATION IS A SIMILAR DUNE.  THERE ARE NO GRASS-COVERED
 OA1110'SAND DUNES FOR A DISTANCE OF A MILE OR SO N OF THE STATION.
 OA1110'
 OA1110'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 OA1110'CONCRETE AT THE CENTER OF THE TOP OF TILES.
 OA1110'
 OA1110'UNDERGROUND MARK IS A STANDARD BRONZE DISK SET IN CONCRETE, AS
 OA1110'DESCRIBED IN NOTE 7A.
 OA1110'
 OA1110'WITNESS STAKES WERE SET AS FOLLOWS, DISTANCES AND DIRECTIONS
 OA1110'BEING ESTIMATED--3 METERS NW OF STATION MARK, 3 METERS N OF
 OA1110'REFERENCE MARK NO.1, AND 2 METERS SW OF REFERENCE MARK NO.2.  THESE
 OA1110'STAKES EXTEND ABOUT FIVE OR SIX FEET ABOVE THE GROUND AND ARE
 OA1110'EASILY SEEN FROM THE BEACH.
 OA1110
 OA1110                          STATION RECOVERY (1933)
 OA1110
 OA1110'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (LAM)
 OA1110'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 OA1110'CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2420 ***********************************************************************
 QE2420  DESIGNATION -  CLEAR
 QE2420  PID         -  QE2420
 QE2420  STATE/COUNTY-  OR/LINCOLN
 QE2420  USGS QUAD   -  DEPOE BAY (1984)
 QE2420
 QE2420                         *CURRENT SURVEY CONTROL
 QE2420  ___________________________________________________________________
 QE2420* NAD 83(1991)-  44 48 33.88572(N)    124 03 28.79597(W)     ADJUSTED  
 QE2420* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 QE2420  ___________________________________________________________________
 QE2420  LAPLACE CORR-          21.28  (seconds)                    DEFLEC99
 QE2420  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 QE2420  HORZ ORDER  -  THIRD
 QE2420
 QE2420.The horizontal coordinates were established by classical geodetic methods
 QE2420.and adjusted by the National Geodetic Survey in October 1991.
 QE2420
 QE2420.The orthometric height was scaled from a topographic map.
 QE2420
 QE2420.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2420
 QE2420.The geoid height was determined by GEOID03.
 QE2420
 QE2420;                    North         East     Units Scale Factor Converg.
 QE2420;SPC OR N     -   133,179.949 2,218,649.709   MT  0.99991414   -2 31 23.8
 QE2420;SPC OR N     -   436,942.09  7,279,034.48   iFT  0.99991414   -2 31 23.8
 QE2420;UTM  10      - 4,962,323.329   416,337.487   MT  0.99968607   -0 44 44.4
 QE2420
 QE2420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2420!SPC OR N     -   1.00000230  x   0.99991414  =   0.99991644
 QE2420!UTM  10      -   1.00000230  x   0.99968607  =   0.99968837
 QE2420
 QE2420|---------------------------------------------------------------------|
 QE2420| PID    Reference Object                     Distance      Geod. Az  |
 QE2420|                                                           dddmmss.s |
 QE2420| CD9690 CLEAR RM 2                            6.110 METERS 11050     |
 QE2420| CD9689 CLEAR RM 1                            6.602 METERS 19118     |
 QE2420| QE2422 CHEV                                APPROX. 0.6 KM 2023719.2 |
 QE2420| QE2426 DEPOE BAY ENT RNG R ECC TARGET      276.772 METERS 26745     |
 QE2420| QE1418 REEF                                331.959 METERS 28229     |
 QE2420| QE2416 MON 2 NORTH BOUNDARY                 92.977 METERS 34100     |
 QE2420|---------------------------------------------------------------------|
 QE2420
 QE2420                          SUPERSEDED SURVEY CONTROL
 QE2420
 QE2420  NAD 83(1986)-  44 48 33.91014(N)    124 03 28.84633(W) AD(       ) 3
 QE2420  NAD 83(1986)-  44 48 34.06374(N)    124 03 28.82212(W) AD(       ) 3
 QE2420  NAD 27      -  44 48 34.60300(N)    124 03 24.41400(W) AD(       ) 3
 QE2420
 QE2420.Superseded values are not recommended for survey control.
 QE2420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2420.See file dsdata.txt to determine how the superseded data were derived.
 QE2420
 QE2420_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ1633762323(NAD 83)
 QE2420_MARKER: Z = SEE DESCRIPTION
 QE2420_SETTING: 0 = UNSPECIFIED SETTING
 QE2420
 QE2420  HISTORY     - Date     Condition        Report By
 QE2420  HISTORY     - 1952     MONUMENTED       CGS
 QE2420  HISTORY     - 19910513 MARK NOT FOUND   USPSQD
 QE2420
 QE2420                          STATION DESCRIPTION
 QE2420
 QE2420'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HGC)
 QE2420'STATION LIES NEAR THE INNER HARBOR OF DEPOE BAY, ABOUT 140 YARDS
 QE2420'E OF THE SEA WALL ON THE E SIDE OF THE ANCHORAGE.  IT IS ON HIGH
 QE2420'GROUND ABOUT 6 FEET S OF A CUT BANK, AND ABOUT 15 FEET S OF A
 QE2420'SUNKEN ROAD WHICH RUNS E AND W.
 QE2420'
 QE2420'STATION MARK IS A STANDARD STATION DISK, STAMPED CLEAR 1952, AND
 QE2420'SET FLUSH WITH THE GROUND IN A CONCRETE MASS.
 QE2420'
 QE2420'REFERENCE MARK 1 IS A STANDARD REFERENCE DISK, STAMPED CLEAR
 QE2420'NO 1 1952.  IT IS SET IN A SMALL CONCRETE CYLINDER ABOUT 30 INCHES
 QE2420'DEEP.  THE MARK IS FLUSH WITH THE GROUND.  SLOPE DISTANCE TO
 QE2420'REFERENCE MARK 1 IS 6.662 METERS, 21.86 FEET.
 QE2420'
 QE2420'REFERENCE MARK 2 IS A STANDARD REFERENCE DISK, STAMPED CLEAR NO
 QE2420'2 1952, AND SET IN AN 18-INCH DEEP CONCRETE CYLINDER.  THE MARK IS
 QE2420'FLUSH WITH THE GROUND.  SLOPE DISTANCE TO REFERENCE MARK 2 IS
 QE2420'6.110 METERS, 20.04 FEET.
 QE2420'
 QE2420'THE SLOPE DISTANCE BETWEEN REFERENCE MARKS 1 AND 2 IS 8.272
 QE2420'METERS, 27.14 FEET.
 QE2420'
 QE2420'NO WITNESS POST WAS SET.
 QE2420
 QE2420                          STATION RECOVERY (1991)
 QE2420
 QE2420'RECOVERY NOTE BY US POWER SQUADRON 1991 (KRN)
 QE2420'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA1090 ***********************************************************************
 RA1090  DESIGNATION -  CLEAR
 RA1090  PID         -  RA1090
 RA1090  STATE/COUNTY-  OR/UNION
 RA1090  USGS QUAD   -  NORTH POWDER (1994)
 RA1090
 RA1090                         *CURRENT SURVEY CONTROL
 RA1090  ___________________________________________________________________
 RA1090* NAD 83(1991)-  45 06 36.79371(N)    117 58 59.40158(W)     ADJUSTED  
 RA1090* NAVD 88     -      1155.9    (meters)    3792.     (feet)  VERTCON   
 RA1090  ___________________________________________________________________
 RA1090  LAPLACE CORR-          -4.59  (seconds)                    DEFLEC99
 RA1090  GEOID HEIGHT-         -17.17  (meters)                     GEOID03
 RA1090  HORZ ORDER  -  THIRD
 RA1090
 RA1090.The horizontal coordinates were established by classical geodetic methods
 RA1090.and adjusted by the National Geodetic Survey in October 1991.
 RA1090
 RA1090.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1090.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1090
 RA1090.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1090
 RA1090.The geoid height was determined by GEOID03.
 RA1090
 RA1090;                    North         East     Units Scale Factor Converg.
 RA1090;SPC OR N     -   163,493.978 2,698,010.664   MT  0.99989510   +1 47 05.6
 RA1090;SPC OR N     -   536,397.57  8,851,741.02   iFT  0.99989510   +1 47 05.6
 RA1090;UTM  11      - 4,995,664.747   422,660.111   MT  0.99967355   -0 41 47.7
 RA1090
 RA1090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1090!SPC OR N     -   0.99982149  x   0.99989510  =   0.99971661
 RA1090!UTM  11      -   0.99982149  x   0.99967355  =   0.99949510
 RA1090
 RA1090:                Primary Azimuth Mark                     Grid Az
 RA1090:SPC OR N     -  PYLE                                     029 47 37.4
 RA1090:UTM  11      -  PYLE                                     032 16 30.7
 RA1090
 RA1090|---------------------------------------------------------------------|
 RA1090| PID    Reference Object                     Distance      Geod. Az  |
 RA1090|                                                           dddmmss.s |
 RA1090| RA1173 PYLE                                APPROX. 9.5 KM 0313443.0 |
 RA1090|---------------------------------------------------------------------|
 RA1090
 RA1090                          SUPERSEDED SURVEY CONTROL
 RA1090
 RA1090  NAD 83(1986)-  45 06 36.79229(N)    117 58 59.38655(W) AD(       ) 3
 RA1090  NGVD 29 (12/08/88) 1154.8    (m)         3789.     (f) VERT ANG    3  
 RA1090
 RA1090.Superseded values are not recommended for survey control.
 RA1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1090.See file dsdata.txt to determine how the superseded data were derived.
 RA1090
 RA1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK2266095665(NAD 83)
 RA1090_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RA1090_SETTING: 66 = SET IN ROCK OUTCROP
 RA1090_SP_SET: SET IN ROCK OUTCROP
 RA1090_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA1090+STABILITY: POSITION/ELEVATION WELL
 RA1090
 RA1090  HISTORY     - Date     Condition        Report By
 RA1090  HISTORY     - UNK      MONUMENTED       USGS
 RA1090  HISTORY     - 1964     GOOD             USGS
 RA1090
 RA1090                          STATION DESCRIPTION
 RA1090
 RA1090'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 RA1090'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2700 ***********************************************************************
 RC2700  DESIGNATION -  CLEAR LAKE BUTTE
 RC2700  PID         -  RC2700
 RC2700  STATE/COUNTY-  OR/WASCO
 RC2700  USGS QUAD   -  WAPINITIA PASS (1996)
 RC2700
 RC2700                         *CURRENT SURVEY CONTROL
 RC2700  ___________________________________________________________________
 RC2700* NAD 83(1991)-  45 09 24.47297(N)    121 43 08.19373(W)     ADJUSTED  
 RC2700* NAVD 88     -      1359.9    (meters)    4462.     (feet)  VERTCON   
 RC2700  ___________________________________________________________________
 RC2700  LAPLACE CORR-           3.04  (seconds)                    DEFLEC99
 RC2700  GEOID HEIGHT-         -20.97  (meters)                     GEOID03
 RC2700  HORZ ORDER  -  THIRD
 RC2700
 RC2700.The horizontal coordinates were established by classical geodetic methods
 RC2700.and adjusted by the National Geodetic Survey in October 1991.
 RC2700
 RC2700.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC2700.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC2700
 RC2700.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2700
 RC2700.The geoid height was determined by GEOID03.
 RC2700
 RC2700;                    North         East     Units Scale Factor Converg.
 RC2700;SPC OR N     -   166,308.262 2,404,166.460   MT  0.99989460   -0 51 52.0
 RC2700;SPC OR N     -   545,630.78  7,887,685.24   iFT  0.99989460   -0 51 52.0
 RC2700;UTM  10      - 5,001,167.119   600,691.115   MT  0.99972466   +0 54 30.2
 RC2700
 RC2700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2700!SPC OR N     -   0.99979012  x   0.99989460  =   0.99968474
 RC2700!UTM  10      -   0.99979012  x   0.99972466  =   0.99951484
 RC2700
 RC2700|---------------------------------------------------------------------|
 RC2700| PID    Reference Object                     Distance      Geod. Az  |
 RC2700|                                                           dddmmss.s |
 RC2700| RC2252 CLEAR LAKE BUTTE LOOKOUT TOWER       47.179 METERS 13952     |
 RC2700| CS4155 CLEAR LAKE BUTTE RM 1                 4.941 METERS 21233     |
 RC2700| CS4156 CLEAR LAKE BUTTE RM 2                11.448 METERS 33122     |
 RC2700|---------------------------------------------------------------------|
 RC2700
 RC2700                          SUPERSEDED SURVEY CONTROL
 RC2700
 RC2700  NAD 83(1986)-  45 09 24.51669(N)    121 43 08.20891(W) AD(       ) 3
 RC2700  NGVD 29 (04/26/90) 1358.8    (m)         4458.     (f) VERT ANG    3  
 RC2700
 RC2700.Superseded values are not recommended for survey control.
 RC2700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2700.See file dsdata.txt to determine how the superseded data were derived.
 RC2700
 RC2700_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR0069101167(NAD 83)
 RC2700_MARKER: DS = TRIANGULATION STATION DISK
 RC2700_SETTING: 80 = SET IN A BOULDER
 RC2700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC2700+STABILITY: SURFACE MOTION
 RC2700
 RC2700  HISTORY     - Date     Condition        Report By
 RC2700  HISTORY     - 1955     MONUMENTED       USGS
 RC2700
 RC2700                          STATION DESCRIPTION
 RC2700
 RC2700'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 RC2700'LOCATED ABOUT 10 MI S. OF GOVERNMENT CAMP, 10 MI NW. OF BEAR
 RC2700'SPRINGS RANGER STATION, 155 FT. NW. OF USFS LOT.  ON BUTTE WITH
 RC2700'LOGGED-OFF TOP.
 RC2700'
 RC2700'TO REACH FROM GOVERNMENT CAMP, DRIVE 2.9 MI SE. ON U.S. HWY. 26
 RC2700'TO JCT. WITH STATE HWY. 35, CONTINUE ON U.S. HWY. 26 8.6 MI TO
 RC2700'JCT. WITH SKYLINE RD.  TURN RIGHT ON SKYLINE RD. 2.9 MI TO RD.
 RC2700'FORKS.  TURN SHARP RIGHT 0.8 MI TO RD. FORKS.  TURN LEFT 1.4 MI TO
 RC2700'LO AND STATION.
 RC2700'
 RC2700'STATION MARK--STANDARD TABLET STAMPED---CLEAR LAKE BUTTE 1955---,
 RC2700'CEMENTED IN BOULDER.
 RC2700'
 RC2700'RM 1--COPPER NAIL AND WASHER CEMENTED IN BOULDER.
 RC2700'
 RC2700'RM 2--COPPER NAIL AND WASHER CEMENTED IN BOULDER.
 RC2700'
 RC2700'1975 NOTE FROM NGS FORM 526--NEW TO REACH AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2252 ***********************************************************************
 RC2252  DESIGNATION -  CLEAR LAKE BUTTE LOOKOUT TOWER
 RC2252  PID         -  RC2252
 RC2252  STATE/COUNTY-  OR/WASCO
 RC2252  USGS QUAD   -  WAPINITIA PASS (1996)
 RC2252
 RC2252                         *CURRENT SURVEY CONTROL
 RC2252  ___________________________________________________________________
 RC2252* NAD 83(1991)-  45 09 23.30460(N)    121 43 06.80138(W)     ADJUSTED  
 RC2252* NAVD 88     -      1360.     (meters)    4462.     (feet)  SCALED    
 RC2252  ___________________________________________________________________
 RC2252  LAPLACE CORR-           3.02  (seconds)                    DEFLEC99
 RC2252  GEOID HEIGHT-         -20.97  (meters)                     GEOID03
 RC2252  HORZ ORDER  -  THIRD
 RC2252
 RC2252.The horizontal coordinates were established by classical geodetic methods
 RC2252.and adjusted by the National Geodetic Survey in October 1991.
 RC2252
 RC2252.The orthometric height was scaled from a topographic map.
 RC2252
 RC2252.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2252
 RC2252.The geoid height was determined by GEOID03.
 RC2252
 RC2252;                    North         East     Units Scale Factor Converg.
 RC2252;SPC OR N     -   166,271.742 2,404,196.322   MT  0.99989461   -0 51 51.1
 RC2252;SPC OR N     -   545,510.96  7,887,783.21   iFT  0.99989461   -0 51 51.1
 RC2252;UTM  10      - 5,001,131.547   600,722.087   MT  0.99972474   +0 54 31.2
 RC2252
 RC2252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2252!SPC OR N     -   0.99979012  x   0.99989461  =   0.99968475
 RC2252!UTM  10      -   0.99979012  x   0.99972474  =   0.99951492
 RC2252
 RC2252                          SUPERSEDED SURVEY CONTROL
 RC2252
 RC2252  NAD 83(1986)-  45 09 23.34982(N)    121 43 06.81532(W) AD(       ) 4
 RC2252  NAD 27      -  45 09 23.91100(N)    121 43 02.53200(W) AD(       ) 3
 RC2252
 RC2252.Superseded values are not recommended for survey control.
 RC2252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2252.See file dsdata.txt to determine how the superseded data were derived.
 RC2252
 RC2252_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR0072201132(NAD 83)
 RC2252
 RC2252  HISTORY     - Date     Condition        Report By
 RC2252  HISTORY     - 1947     MONUMENTED       CGS
 RC2252
 RC2252                          STATION DESCRIPTION
 RC2252
 RC2252'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (WRH)
 RC2252'THE STATION IS THE CENTER OF THE ELEVATED LOOKOUT TOWER ON THE
 RC2252'SUMMIT OF CLEAR LAKE BUTTE IN THE HOOD NATIONAL FOREST.  IT IS
 RC2252'LOCATED ABOUT 11 MILES SOUTH OF GOVERNMENT CAMP, ABOUT 9 MILES
 RC2252'NORTHWEST OF BEAR SPRINGS GUARD STATION AND ABOUT 2 MILES SOUTH OF
 RC2252'CLEAR LAKE.  THE TOWER IS ABOUT 90 FEET IN HEIGHT AND IS
 RC2252'SURROUNDED BY TALL TIMBER ON ALL SIDES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0736 ***********************************************************************
 PA0736  DESIGNATION -  CLEAR VA
 PA0736  PID         -  PA0736
 PA0736  STATE/COUNTY-  OR/HARNEY
 PA0736  USGS QUAD   -  COLEMAN MTN (1979)
 PA0736
 PA0736                         *CURRENT SURVEY CONTROL
 PA0736  ___________________________________________________________________
 PA0736* NAD 83(1991)-  43 36 55.29050(N)    118 29 58.85817(W)     ADJUSTED  
 PA0736* NAVD 88     -      1503.8    (meters)    4934.     (feet)  VERTCON   
 PA0736  ___________________________________________________________________
 PA0736  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 PA0736  GEOID HEIGHT-         -18.50  (meters)                     GEOID03
 PA0736  HORZ ORDER  -  THIRD
 PA0736
 PA0736.The horizontal coordinates were established by classical geodetic methods
 PA0736.and adjusted by the National Geodetic Survey in October 1991.
 PA0736
 PA0736.The NAVD 88 height was computed by applying the VERTCON shift value to
 PA0736.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PA0736
 PA0736.The Laplace correction was computed from DEFLEC99 derived deflections.
 PA0736
 PA0736.The geoid height was determined by GEOID03.
 PA0736
 PA0736;                    North         East     Units Scale Factor Converg.
 PA0736;SPC OR S     -   218,396.640 1,661,443.205   MT  0.99992497   +1 22 06.6
 PA0736;SPC OR S     -   716,524.41  5,450,929.15   iFT  0.99992497   +1 22 06.6
 PA0736;UTM  11      - 4,830,245.575   378,989.534   MT  0.99978012   -1 02 04.7
 PA0736
 PA0736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PA0736!SPC OR S     -   0.99976714  x   0.99992497  =   0.99969213
 PA0736!UTM  11      -   0.99976714  x   0.99978012  =   0.99954731
 PA0736
 PA0736:                Primary Azimuth Mark                     Grid Az
 PA0736:SPC OR S     -  2 28 VA                                  230 11 38.3
 PA0736:UTM  11      -  2 28 VA                                  232 35 49.6
 PA0736
 PA0736|---------------------------------------------------------------------|
 PA0736| PID    Reference Object                     Distance      Geod. Az  |
 PA0736|                                                           dddmmss.s |
 PA0736| PA0732 2 28 VA                             APPROX. 3.9 KM 2313344.9 |
 PA0736|---------------------------------------------------------------------|
 PA0736
 PA0736                          SUPERSEDED SURVEY CONTROL
 PA0736
 PA0736  NAD 83(1986)-  43 36 55.29503(N)    118 29 58.85191(W) AD(       ) 3
 PA0736  NGVD 29 (01/12/90) 1502.6    (m)         4930.     (f) VERT ANG    3  
 PA0736
 PA0736.Superseded values are not recommended for survey control.
 PA0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0736.See file dsdata.txt to determine how the superseded data were derived.
 PA0736
 PA0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ7899030246(NAD 83)
 PA0736_MARKER: DS = TRIANGULATION STATION DISK
 PA0736_SETTING: 0 = UNSPECIFIED SETTING
 PA0736_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PA0736
 PA0736  HISTORY     - Date     Condition        Report By
 PA0736  HISTORY     - 1973     MONUMENTED       USGS
 PA0736
 PA0736                          STATION DESCRIPTION
 PA0736
 PA0736'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 PA0736'LOCATED ABOUT 28 MI ENE. OF BURNS, 23 MI WSW. OF JUNTURA, 21 MI
 PA0736'NNW. OF VENATOR.  ON SOUTH END OF OPEN, FLAT TOP.
 PA0736'
 PA0736'REACHED BY HELICOPTER.  BEST GROUND APPROACH APPEARS TO BE FROM
 PA0736'BLADED DIRT RD. ABOUT 1 MI W. OF STATION.
 PA0736'
 PA0736'STATION MARK--STANDARD ALUMINUM TABLET STAMPED---CLEAR VABM 1973---,
 PA0736'CEMENTED IN DRILL HOLE.
 PA0736'
 PA0736'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1785 ***********************************************************************
 RD1785  DESIGNATION -  CLEARVIEW
 RD1785  PID         -  RD1785
 RD1785  STATE/COUNTY-  OR/POLK
 RD1785  USGS QUAD   -  SHERIDAN (1992)
 RD1785
 RD1785                         *CURRENT SURVEY CONTROL
 RD1785  ___________________________________________________________________
 RD1785* NAD 83(1991)-  45 02 16.98536(N)    123 24 32.53753(W)     ADJUSTED  
 RD1785* NAVD 88     -       158.     (meters)     518.     (feet)  VERTCON   
 RD1785  ___________________________________________________________________
 RD1785  LAPLACE CORR-          -6.75  (seconds)                    DEFLEC99
 RD1785  GEOID HEIGHT-         -21.58  (meters)                     GEOID03
 RD1785  HORZ ORDER  -  SECOND
 RD1785
 RD1785.The horizontal coordinates were established by classical geodetic methods
 RD1785.and adjusted by the National Geodetic Survey in October 1991.
 RD1785
 RD1785.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD1785.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD1785
 RD1785.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1785
 RD1785.The geoid height was determined by GEOID03.
 RD1785
 RD1785;                    North         East     Units Scale Factor Converg.
 RD1785;SPC OR N     -   156,515.765 2,270,856.504   MT  0.99989717   -2 03 47.0
 RD1785;SPC OR N     -   513,503.17  7,450,316.61   iFT  0.99989717   -2 03 47.0
 RD1785;UTM  10      - 4,987,258.824   467,782.878   MT  0.99961276   -0 17 21.9
 RD1785
 RD1785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1785!SPC OR N     -   0.99997861  x   0.99989717  =   0.99987578
 RD1785!UTM  10      -   0.99997861  x   0.99961276  =   0.99959137
 RD1785
 RD1785                          SUPERSEDED SURVEY CONTROL
 RD1785
 RD1785  NAD 83(1986)-  45 02 17.01245(N)    123 24 32.55154(W) AD(       ) 2
 RD1785  NAD 27      -  45 02 17.59452(N)    123 24 28.16649(W) AD(       ) 2
 RD1785  NGVD 29 (07/19/86)  157.     (m)          515.     (f) VERT ANG    3  
 RD1785
 RD1785.Superseded values are not recommended for survey control.
 RD1785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1785.See file dsdata.txt to determine how the superseded data were derived.
 RD1785
 RD1785_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ6778387259(NAD 83)
 RD1785
 RD1785  HISTORY     - Date     Condition        Report By
 RD1785  HISTORY     - 1972     MONUMENTED       NGS
 RD1785
 RD1785                          STATION DESCRIPTION
 RD1785
 RD1785'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (RB)
 RD1785'THE STATION IS LOCATED IN POLK COUNTY, OREGON, IN THE SOUTHEAST
 RD1785'QUARTER OF THE NORTHWEST QUARTER OF SECTION 22, TOWNSHIP 6 SOUTH,
 RD1785'RANGE 6 WEST OF THE WILLAMETTE MERIDIAN.
 RD1785'
 RD1785'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 22
 RD1785'AND 223.  TRAVEL NORTHWESTERLY ALONG STATE HIGHWAY 22 6.4 MILES
 RD1785'TO THE INTERSECTION OF COUNTY ROAD M-12.  TURN RIGHT AND TRAVEL
 RD1785'NORTH ALONG COUNTY ROAD 12, 2.12 MILES TO A RIGHT ANGLE TURN FROM
 RD1785'WEST TO NORTH, LEAVE THE PAVED ROAD 12 AND CONTINUE WEST ALONG
 RD1785'THE GRAVEL ROADWAY 0.2 MILES TO THE STATION ON THE RIGHT (WEST)
 RD1785'SIDE OF THE ROAD.
 RD1785'
 RD1785'THE STATION IS A 12 IN CONCRETE MONUMENT SET FLUSH WITH THE GROUND
 RD1785'WITH A POLK COUNTY BRASS CAP STAMPED CLEARVIEW 22BD 66 1972.  IT
 RD1785'IS LOCATED 2.0 FEET EAST OF A FENCE, 1.5 FEET NORTH OF A WITNESS
 RD1785'POST, 4 FEET NORTH OF A POWER POLE AND 10 FEET WEST OF THE
 RD1785'CENTERLINE OF THE ROAD.
 RD1785'
 RD1785'R.M. 1 IS 5/8 IN X 30 IN REBAR SET FLUSH WITH THE GROUND WITH
 RD1785'A POLK COUNTY ALUMINUM CAP.  IT IS LOCATED 1.0 FEET EAST OF AN
 RD1785'ANCHOR POST, 0.5 FEET NORTH OF A WITNESS POST AND 10 FEET WEST
 RD1785'OF THE CENTERLINE OF THE GRAVEL ROAD.
 RD1785'
 RD1785'R.M. 2 IS A 5/8 IN X 30 IN REBAR WITH A POLK COUNTY ALUMINUM CAP
 RD1785'SET 1 IN BELOW THE SURFACE IN THE CENTERLINE OF A GRAVEL ROAD.
 RD1785'
 RD1785'HEIGHT OF LIGHT ABOVE STATION MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1291 ***********************************************************************
 NZ1291  DESIGNATION -  CLEOPATRA LOOKOUT TOWER
 NZ1291  PID         -  NZ1291
 NZ1291  STATE/COUNTY-  OR/CURRY
 NZ1291  USGS QUAD   -  BISCUIT HILL (1996)
 NZ1291
 NZ1291                         *CURRENT SURVEY CONTROL
 NZ1291  ___________________________________________________________________
 NZ1291* NAD 83(1991)-  42 00 53.50309(N)    123 55 12.12882(W)     ADJUSTED  
 NZ1291* NAVD 88     -              **(meters)            **(feet)            
 NZ1291  ___________________________________________________________________
 NZ1291  LAPLACE CORR-          13.67  (seconds)                    DEFLEC99
 NZ1291  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 NZ1291  HORZ ORDER  -  THIRD
 NZ1291
 NZ1291.The horizontal coordinates were established by classical geodetic methods
 NZ1291.and adjusted by the National Geodetic Survey in October 1991.
 NZ1291
 NZ1291
 NZ1291.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ1291
 NZ1291.The geoid height was determined by GEOID03.
 NZ1291
 NZ1291;                    North         East     Units Scale Factor Converg.
 NZ1291;SPC OR S     -    44,464.463 1,216,765.100   MT  1.00009536   -2 20 23.3
 NZ1291;SPC OR S     -   145,880.78  3,992,011.48   iFT  1.00009536   -2 20 23.3
 NZ1291;SPC CA 1     -   799,516.821 1,840,956.287   MT  1.00010711   -1 15 19.7
 NZ1291;SPC CA 1     - 2,623,081.44  6,039,870.75   sFT  1.00010711   -1 15 19.7
 NZ1291;UTM  10      - 4,651,835.723   423,822.210   MT  0.99967140   -0 36 57.0
 NZ1291
 NZ1291                          SUPERSEDED SURVEY CONTROL
 NZ1291
 NZ1291  NAD 83(1986)-  42 00 53.49471(N)    123 55 12.13097(W) AD(       ) 4
 NZ1291  NAD 27      -  42 00 54.09200(N)    123 55 07.85700(W) AD(       ) 3
 NZ1291
 NZ1291.Superseded values are not recommended for survey control.
 NZ1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1291.See file dsdata.txt to determine how the superseded data were derived.
 NZ1291
 NZ1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM2382251836(NAD 83)
 NZ1291
 NZ1291  HISTORY     - Date     Condition        Report By
 NZ1291  HISTORY     - 1942     MONUMENTED       CGS
 NZ1291  HISTORY     - 1952     SEE DESCRIPTION  CGS
 NZ1291
 NZ1291                          STATION DESCRIPTION
 NZ1291
 NZ1291'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NZ1291'SEE STATION MC GREW
 NZ1291
 NZ1291                          STATION RECOVERY (1952)
 NZ1291
 NZ1291'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (WRH)
 NZ1291'THE STATION IS LOCATED ABOUT 23 MILES AIRLINE NORTHEAST OF
 NZ1291'CRESCENT CITY, 17 MILES AIRLINE SOUTHWEST OF CAVE JUNCTION, AND
 NZ1291'12 MILES AIRLINE WEST SOUTHWEST OF O BRIEN, ON THE HIGHEST PART
 NZ1291'OF A PROMINENT, ROCKY RIDGE.
 NZ1291'
 NZ1291'THE LOOKOUT TOWER IS A STANDARD U.S. FOREST SERVICE 12 FOOT
 NZ1291'SQUARE LOOKOUT HOUSE ON TOP OF A 40 FOOT WOOD TOWER.  IT IS
 NZ1291'ABOUT 45 FEET TO THE TOP OF ROOF.  IT IS 18.00 METERS, 59.06
 NZ1291'FEET NORTH NORTHEAST OF STATION MC GREW.  THE CENTER OF THE
 NZ1291'TOWER WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2711 ***********************************************************************
 RD2711  DESIGNATION -  CLERY
 RD2711  PID         -  RD2711
 RD2711  STATE/COUNTY-  OR/MARION
 RD2711  USGS QUAD   -  ST PAUL (1985)
 RD2711
 RD2711                         *CURRENT SURVEY CONTROL
 RD2711  ___________________________________________________________________
 RD2711* NAD 83(1991)-  45 12 31.30169(N)    122 57 01.99603(W)     ADJUSTED  
 RD2711* NAVD 88     -        53.     (meters)     174.     (feet)  VERTCON   
 RD2711  ___________________________________________________________________
 RD2711  LAPLACE CORR-          -5.22  (seconds)                    DEFLEC99
 RD2711  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 RD2711  HORZ ORDER  -  SECOND
 RD2711
 RD2711.The horizontal coordinates were established by classical geodetic methods
 RD2711.and adjusted by the National Geodetic Survey in October 1991.
 RD2711
 RD2711.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD2711.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD2711
 RD2711.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2711
 RD2711.The geoid height was determined by GEOID03.
 RD2711
 RD2711;                    North         East     Units Scale Factor Converg.
 RD2711;SPC OR N     -   174,271.435 2,307,534.007   MT  0.99989483   -1 44 16.4
 RD2711;SPC OR N     -   571,756.68  7,570,649.63   iFT  0.99989483   -1 44 16.4
 RD2711;UTM  10      - 5,006,135.374   503,882.892   MT  0.99960019   +0 02 06.3
 RD2711
 RD2711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2711!SPC OR N     -   0.99999527  x   0.99989483  =   0.99989010
 RD2711!UTM  10      -   0.99999527  x   0.99960019  =   0.99959546
 RD2711
 RD2711:                Primary Azimuth Mark                     Grid Az
 RD2711:SPC OR N     -  ERNST                                    092 33 20.3
 RD2711:UTM  10      -  ERNST                                    090 46 57.6
 RD2711
 RD2711|---------------------------------------------------------------------|
 RD2711| PID    Reference Object                     Distance      Geod. Az  |
 RD2711|                                                           dddmmss.s |
 RD2711| CE2515 ERNST                                              0904903.9 |
 RD2711|---------------------------------------------------------------------|
 RD2711
 RD2711                          SUPERSEDED SURVEY CONTROL
 RD2711
 RD2711  NAD 83(1986)-  45 12 31.32470(N)    122 57 02.00576(W) AD(       ) 2
 RD2711  NAD 27      -  45 12 31.89798(N)    122 56 57.65026(W) AD(       ) 2
 RD2711  NGVD 29 (07/19/86)   52.     (m)          171.     (f) VERT ANG    3  
 RD2711
 RD2711.Superseded values are not recommended for survey control.
 RD2711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2711.See file dsdata.txt to determine how the superseded data were derived.
 RD2711
 RD2711_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER0388306135(NAD 83)
 RD2711_MARKER: Z = SEE DESCRIPTION
 RD2711_SETTING: 0 = UNSPECIFIED SETTING
 RD2711
 RD2711  HISTORY     - Date     Condition        Report By
 RD2711  HISTORY     - 1972     MONUMENTED       OR-047
 RD2711
 RD2711                          STATION DESCRIPTION
 RD2711
 RD2711'DESCRIBED BY MARION COUNTY OREGON 1972 (ADG)
 RD2711'THE STATION IS LOCATED ABOUT 1.3 MILES EAST OF THE CITY OF ST. PAUL
 RD2711'AND SITUATED IN THE S.E. 1/4 OF THE N.E. 1/4 OF SECTION 20,
 RD2711'TOWNSHIP 4 SOUTH, RANGE 2 WEST, WILLAMETTE MERIDIAN, MARION
 RD2711'COUNTY, OREGON.
 RD2711'
 RD2711'TO REACH THE STATION FROM THE MAIN INTERSECTION (BY THE BANK) GO
 RD2711'EAST ON STATE HIGHWAY NO. 219 FOR A DISTANCE OF 1.3 MILE TO
 RD2711'STATION MARK.  POINT IS THE S.E. CORNER OF THE PETER CLERY DONATION
 RD2711'LAND CLAIM NO. 60 AND ALSO THE S.W. CORNER OF THE HUGH COSGROVE
 RD2711'D.L.C. NO. 99.  POINT IS + OR - 12 FEET NORTH OF NORTHERLY EDGE
 RD2711'OF PAVEMENT ON THE BANK WHICH IS ABOUT 3 FEET HIGHER ELEVATION
 RD2711'THAN THE PAVEMENT.  A WRINKLED TIN GUARD POST STANDS BESIDE
 RD2711'STATION MARK.  A GEODETIC MARKER POST STANDS ON EACH SIDE OF
 RD2711'ROAD ADJACENT TO POINT.
 RD2711'
 RD2711'THE STATION MARK IS A MARION COUNTY BRASS DISK CEMENTED INTO
 RD2711'THE TOP OF A LARGE BASALT BOULDER WHICH EXTENDS 9 INCHES ABOVE
 RD2711'THE SURFACE OF THE GROUND.  BRASS DISK IS STAMPED MARION
 RD2711'COUNTY.  T4S, R2W.  S.W. COR. CL. 99.  THERE IS NO UNDERGROUND
 RD2711'STATION MARK FOR THIS STATION.
 RD2711'
 RD2711'AZIMUTH MARK IS STATION ERNST WHICH IS 0.65 MILE EAST OF STATION
 RD2711'CLERY AND IS LOCATED IN THE MIDDLE OF THE INTERSECTION OF STATE
 RD2711'HIGHWAY NO. 219 AND MARKET ROAD NO. 8 TO THE NORTH AND EAST
 RD2711'(STATE HIGHWAY NO. 219 TURNS SOUTH AT THIS POINT).  AN OLD
 RD2711'DILAPIDATED WOOD SCHOOL HOUSE STANDS IN NORTHEAST QUADRANT OF
 RD2711'INTERSECTION.  POINT IS CLEARLY VISIBLE TO THE EYE.  THE AZIMUTH
 RD2711'MARK IS A MARION COUNTY BRASS DISK STAMPED MARION COUNTY.  T4S,
 RD2711'R2W.  M.R. 14.  M.R. 8.  P.I., SET IN THE TOP OF AN 8 INCH
 RD2711'CYLINDRICAL CONCRETE POST AND 7 INCHES BELOW THE SURFACE OF
 RD2711'THE PAVEMENT.  A MARION COUNTY CAST IRON BOX ENCASES THE TOP
 RD2711'OF THE CONCRETE POST AND HAS A METAL COVER EMBOSSED WITH THE
 RD2711'WORDS MARION COUNTY MONUMENT.  THERE IS NO UNDERGROUND
 RD2711'STATION MARK FOR THIS AZIMUTH STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2377 ***********************************************************************
 RD2377  DESIGNATION -  CLEV
 RD2377  PID         -  RD2377
 RD2377  STATE/COUNTY-  OR/MULTNOMAH
 RD2377  USGS QUAD   -  CAMAS (1993)
 RD2377
 RD2377                         *CURRENT SURVEY CONTROL
 RD2377  ___________________________________________________________________
 RD2377* NAD 83(1991)-  45 31 01.82087(N)    122 25 16.88502(W)     ADJUSTED  
 RD2377* NAVD 88     -       112.     (meters)     367.     (feet)  SCALED    
 RD2377  ___________________________________________________________________
 RD2377  LAPLACE CORR-           2.74  (seconds)                    DEFLEC99
 RD2377  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 RD2377  HORZ ORDER  -  FIRST
 RD2377
 RD2377.The horizontal coordinates were established by classical geodetic methods
 RD2377.and adjusted by the National Geodetic Survey in October 1991.
 RD2377
 RD2377.The orthometric height was scaled from a topographic map.
 RD2377
 RD2377.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2377
 RD2377.The geoid height was determined by GEOID03.
 RD2377
 RD2377;                    North         East     Units Scale Factor Converg.
 RD2377;SPC OR N     -   207,417.609 2,349,903.320   MT  0.99991305   -1 21 45.4
 RD2377;SPC OR N     -   680,503.97  7,709,656.56   iFT  0.99991305   -1 21 45.4
 RD2377;UTM  10      - 5,040,567.140   545,193.773   MT  0.99962511   +0 24 46.2
 RD2377
 RD2377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2377!SPC OR N     -   0.99998599  x   0.99991305  =   0.99989904
 RD2377!UTM  10      -   0.99998599  x   0.99962511  =   0.99961111
 RD2377
 RD2377|---------------------------------------------------------------------|
 RD2377| PID    Reference Object                     Distance      Geod. Az  |
 RD2377|                                                           dddmmss.s |
 RD2377| CE2423 CLEV RM 1                            27.511 METERS 01347     |
 RD2377| CE2424 CLEV RM 2                            24.903 METERS 25140     |
 RD2377| CE2422 CLEV AZ MK                                         2703737.9 |
 RD2377| RD2906 PORTLAND RICHLAND WATER TANK        APPROX. 8.1 KM 2854523.9 |
 RD2377| RD2907 PORTLAND PARKROSE WATER TANK        APPROX. 8.6 KM 2905934.3 |
 RD2377|---------------------------------------------------------------------|
 RD2377
 RD2377                          SUPERSEDED SURVEY CONTROL
 RD2377
 RD2377  NAD 83(1986)-  45 31 01.83617(N)    122 25 16.89107(W) AD(       ) 1
 RD2377  NAD 27      -  45 31 02.39937(N)    122 25 12.56958(W) AD(       ) 1
 RD2377
 RD2377.Superseded values are not recommended for survey control.
 RD2377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2377.See file dsdata.txt to determine how the superseded data were derived.
 RD2377
 RD2377_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER4519440567(NAD 83)
 RD2377_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RD2377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD2377
 RD2377  HISTORY     - Date     Condition        Report By
 RD2377  HISTORY     - 1961     MONUMENTED       CGS
 RD2377  HISTORY     - 19941005 GOOD             USPSQD
 RD2377
 RD2377                          STATION DESCRIPTION
 RD2377
 RD2377'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 RD2377'THE STATION IS LOCATED 0.15 MILE SOUTH OF THE INTERSECTION OF N.E.
 RD2377'STARK STREET AND N.E. 235TH AVENUE, ON THE WEST SIDE OF N.E. 235TH
 RD2377'AVENUE, IN THE SOUTHEAST CORNER OF A FENCED ENCLOSURE FOR A LARGE,
 RD2377'METAL RESERVOIR, AND ON PROPERTY OWNED BY THE ROCKWOOD WATER
 RD2377'DISTRICT.
 RD2377'
 RD2377'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF N.E. STARK STREET
 RD2377'AND N.E. 235TH AVENUE, GO WEST ON N.E. STARK STREET FOR 0.5 MILE TO
 RD2377'S.E. 223RD AVENUE.  TURN LEFT, SOUTH, FOR 0.15 MILE TO THE AZIMUTH
 RD2377'MARK ON THE LEFT, EAST, SIDE OF THE STREET.
 RD2377'
 RD2377'THE STATION MARK, STAMPED CLEV 1961, IS A STANDARD DISK SET IN THE
 RD2377'TOP OF A 12 INCH SQUARE, CONCRETE POST THAT PROJECTS 3 INCHES.  IT IS
 RD2377'23 FEET WEST OF A FENCE, 26 FEET NORTH OF A FENCE, AND 22.4 FEET WEST
 RD2377'OF A WITNESS POST.
 RD2377'
 RD2377'REFERENCE MARK NO. 1, STAMPED CLEV NO 1 1961, IS A STANDARD DISK
 RD2377'SET IN THE TOP OF A 12 INCH SQUARE, CONCRETE POST THAT PROJECTS 4
 RD2377'INCHES.  IT IS 86.4 FEET NORTH OF THE WITNESS POST, 15 FEET NORTH OF
 RD2377'THE CENTER OF A GATE, AND 1 FOOT WEST OF A FENCE.
 RD2377'
 RD2377'REFERENCE MARK NO. 2, STAMPED CLEV NO 2 1961, IS A STANDARD DISK
 RD2377'SET IN THE TOP OF A 12 INCH SQUARE, CONCRETE POST THAT PROJECTS 3
 RD2377'INCHES.  IT IS 103 FEET WEST OF THE WITNESS POST AND 1 FOOT NORTH
 RD2377'OF A FENCE.
 RD2377'
 RD2377'THE AZIMUTH MARK, STAMPED CLEV 1961, IS A STANDARD DISK SET IN THE
 RD2377'TOP OF A 12 INCH SQUARE, CONCRETE POST THAT PROJECTS 3 INCHES.  IT IS
 RD2377'23 EAST OF THE CENTER OF S.E. 223RD AVENUE, 3 FEET NORTH OF A POWER
 RD2377'POLE, AND 3.2 FEET SOUTH OF A WITNESS POST.
 RD2377
 RD2377                          STATION RECOVERY (1994)
 RD2377
 RD2377'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD2377'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2084 ***********************************************************************
 RD2084  DESIGNATION -  CLIFF
 RD2084  PID         -  RD2084
 RD2084  STATE/COUNTY-  OR/CLATSOP
 RD2084  USGS QUAD   -  TILLAMOOK HEAD (1973)
 RD2084
 RD2084                         *CURRENT SURVEY CONTROL
 RD2084  ___________________________________________________________________
 RD2084* NAD 83(1991)-  45 58 03.89872(N)    123 58 15.89930(W)     ADJUSTED  
 RD2084* NAVD 88     -        13.     (meters)      43.     (feet)  SCALED    
 RD2084  ___________________________________________________________________
 RD2084  LAPLACE CORR-          18.55  (seconds)                    DEFLEC99
 RD2084  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 RD2084  HORZ ORDER  -  THIRD
 RD2084
 RD2084.The horizontal coordinates were established by classical geodetic methods
 RD2084.and adjusted by the National Geodetic Survey in October 1991.
 RD2084
 RD2084.The orthometric height was scaled from a topographic map.
 RD2084
 RD2084.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2084
 RD2084.The geoid height was determined by GEOID03.
 RD2084
 RD2084;                    North         East     Units Scale Factor Converg.
 RD2084;SPC OR N     -   261,488.583 2,231,047.199   MT  0.99999196   -2 27 41.9
 RD2084;SPC OR N     -   857,902.18  7,319,708.66   iFT  0.99999196   -2 27 41.9
 RD2084;UTM  10      - 5,090,922.675   424,763.228   MT  0.99966959   -0 41 53.5
 RD2084
 RD2084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2084!SPC OR N     -   1.00000163  x   0.99999196  =   0.99999359
 RD2084!UTM  10      -   1.00000163  x   0.99966959  =   0.99967122
 RD2084
 RD2084                          SUPERSEDED SURVEY CONTROL
 RD2084
 RD2084  NAD 83(1986)-  45 58 03.92966(N)    123 58 15.87338(W) AD(       ) 3
 RD2084  NAD 27      -  45 58 04.58051(N)    123 58 11.35764(W) AD(       ) 3
 RD2084
 RD2084.Superseded values are not recommended for survey control.
 RD2084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2084.See file dsdata.txt to determine how the superseded data were derived.
 RD2084
 RD2084_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR2476390923(NAD 83)
 RD2084
 RD2084  HISTORY     - Date     Condition        Report By
 RD2084  HISTORY     - 1874     MONUMENTED       CGS
 RD2084  HISTORY     - 1934     SEE DESCRIPTION  ORGS
 RD2084  HISTORY     - 1955     SEE DESCRIPTION  USGS
 RD2084
 RD2084                          STATION DESCRIPTION
 RD2084
 RD2084'DESCRIBED BY OREGON GEODETIC SURVEY 1934
 RD2084'STATION IS ABOUT 3 MILES SW OF SEASIDE, AND AT THE NORTHERLY BASE
 RD2084'OF TILLAMOOK HEAD.  THE LOCALITY IS REACHED BY FOLLOWING THE TRAIL
 RD2084'FROM SEASIDE TO THE POINT WHERE TILLAMOOK ROCK LIGHTHOUSE FIRST
 RD2084'COMES INTO VIEW.  THE STATION IS 1 METER IN FRONT OF THE VERTICAL
 RD2084'WALL OF THE CLIFF, AND 8 METERS FROM THE ORDINARY TIDE LINE.  THE
 RD2084'STATION IS MARKED BY A DRILL HOLE IN THE TOP OF A LARGE BOULDER
 RD2084'3 FEET HIGH, 4 FEET LONG AND 2 FEET WIDE ON TOP.  THE STATION
 RD2084'WAS SEARCHED FOR AND COULD NOT BE FOUND BECAUSE OF A SLIDE
 RD2084'WHICH MAY HAVE COVERED IT.  IT IS BELIEVED THAT THE STATION
 RD2084'MIGHT BE RECOVERED BY MEASUREMENTS FROM STATION WEST
 RD2084'POINT OF 1926, WHICH IS 121.4 FEET N AND 130.9 FEET E OF STATION
 RD2084'CLIFF.
 RD2084
 RD2084                          STATION RECOVERY (1955)
 RD2084
 RD2084'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 RD2084'A SEARCH WAS MADE FOR THE STATION AND IT IS APPARENT THAT THE
 RD2084'GENERAL AREA HAD BEEN SUBJECTED TO HEAVY STORM TIDES.  THIS
 RD2084'STATION SHOULD BE CARRIED AS PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1219 ***********************************************************************
 OA1219  DESIGNATION -  CLIFF
 OA1219  PID         -  OA1219
 OA1219  STATE/COUNTY-  OR/DOUGLAS
 OA1219  USGS QUAD   -  WINCHESTER BAY (1985)
 OA1219
 OA1219                         *CURRENT SURVEY CONTROL
 OA1219  ___________________________________________________________________
 OA1219* NAD 83(1991)-  43 44 55.21737(N)    124 08 45.79332(W)     ADJUSTED  
 OA1219* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 OA1219  ___________________________________________________________________
 OA1219  LAPLACE CORR-          14.01  (seconds)                    DEFLEC99
 OA1219  GEOID HEIGHT-         -25.18  (meters)                     GEOID03
 OA1219  HORZ ORDER  -  THIRD
 OA1219
 OA1219.The horizontal coordinates were established by classical geodetic methods
 OA1219.and adjusted by the National Geodetic Survey in October 1991.
 OA1219
 OA1219.The orthometric height was scaled from a topographic map.
 OA1219
 OA1219.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1219
 OA1219.The geoid height was determined by GEOID03.
 OA1219
 OA1219;                    North         East     Units Scale Factor Converg.
 OA1219;SPC OR S     -   237,670.654 1,206,440.954   MT  0.99994584   -2 29 40.0
 OA1219;SPC OR S     -   779,759.36  3,958,139.61   iFT  0.99994584   -2 29 40.0
 OA1219;UTM  10      - 4,844,597.125   407,728.907   MT  0.99970472   -0 47 33.2
 OA1219
 OA1219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1219!SPC OR S     -   1.00000378  x   0.99994584  =   0.99994962
 OA1219!UTM  10      -   1.00000378  x   0.99970472  =   0.99970850
 OA1219
 OA1219:                Primary Azimuth Mark                     Grid Az
 OA1219:SPC OR S     -  MARSH                                    092 37 45.6
 OA1219:UTM  10      -  MARSH                                    090 55 38.8
 OA1219
 OA1219|---------------------------------------------------------------------|
 OA1219| PID    Reference Object                     Distance      Geod. Az  |
 OA1219|                                                           dddmmss.s |
 OA1219| OA1171 MARSH                               APPROX. 1.5 KM 0900805.6 |
 OA1219| OA1129 MILL SMOKESTACK                     APPROX. 3.3 KM 1252450.8 |
 OA1219| OA1131 OLD MILL SMOKESTACK                 APPROX. 3.8 KM 1303354.2 |
 OA1219|---------------------------------------------------------------------|
 OA1219
 OA1219                          SUPERSEDED SURVEY CONTROL
 OA1219
 OA1219  NAD 83(1986)-  43 44 55.22020(N)    124 08 45.84273(W) AD(       ) 3
 OA1219  NAD 27      -  43 44 55.68200(N)    124 08 41.35700(W) AD(       ) 3
 OA1219
 OA1219.Superseded values are not recommended for survey control.
 OA1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1219.See file dsdata.txt to determine how the superseded data were derived.
 OA1219
 OA1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP0772944597(NAD 83)
 OA1219
 OA1219  HISTORY     - Date     Condition        Report By
 OA1219  HISTORY     - 1885     MONUMENTED       CGS
 OA1219  HISTORY     - 1948     SEE DESCRIPTION  CGS
 OA1219
 OA1219                          STATION DESCRIPTION
 OA1219
 OA1219'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RAE)
 OA1219'A THOROUGH SEARCH WAS MADE FOR THE STATION BUT IT WAS NOT FOUND.  AS
 OA1219'THERE WAS NO DESCRIPTION FOR THE STATION, THE AREA INDICATED BY THE
 OA1219'GEOGRAPHIC POSITION WAS SEARCHED.
 OA1219'
 OA1219'THE STATION SHOULD BE CLASSIFIED AS LOST AND REFERENCE TO IT
 OA1219'SHOULD BE DELETED FROM ALL RECORDS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2205 ***********************************************************************
 RD2205  DESIGNATION -  CLIFF 2
 RD2205  PID         -  RD2205
 RD2205  STATE/COUNTY-  OR/MULTNOMAH
 RD2205  USGS QUAD   -  BRIDAL VEIL (1994)
 RD2205
 RD2205                         *CURRENT SURVEY CONTROL
 RD2205  ___________________________________________________________________
 RD2205* NAD 83(1991)-  45 32 24.58141(N)    122 14 38.52745(W)     ADJUSTED  
 RD2205* NAVD 88     -       196.     (meters)     643.     (feet)  SCALED    
 RD2205  ___________________________________________________________________
 RD2205  LAPLACE CORR-           5.61  (seconds)                    DEFLEC99
 RD2205  GEOID HEIGHT-         -22.38  (meters)                     GEOID03
 RD2205  HORZ ORDER  -  SECOND
 RD2205
 RD2205.The horizontal coordinates were established by classical geodetic methods
 RD2205.and adjusted by the National Geodetic Survey in October 1991.
 RD2205
 RD2205.The orthometric height was scaled from a topographic map.
 RD2205
 RD2205.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2205
 RD2205.The geoid height was determined by GEOID03.
 RD2205
 RD2205;                    North         East     Units Scale Factor Converg.
 RD2205;SPC OR N     -   209,657.609 2,363,808.591   MT  0.99991557   -1 14 12.6
 RD2205;SPC OR N     -   687,853.05  7,755,277.53   iFT  0.99991557   -1 14 12.6
 RD2205;SPC WA S     -    24,495.525   363,786.808   MT  1.00007932   -1 16 00.7
 RD2205;SPC WA S     -    80,365.73  1,193,523.89   sFT  1.00007932   -1 16 00.7
 RD2205;UTM  10      - 5,043,236.250   559,019.062   MT  0.99964282   +0 32 22.5
 RD2205
 RD2205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2205!SPC OR N     -   0.99997278  x   0.99991557  =   0.99988835
 RD2205!SPC WA S     -   0.99997278  x   1.00007932  =   1.00005210
 RD2205!UTM  10      -   0.99997278  x   0.99964282  =   0.99961561
 RD2205
 RD2205:                Primary Azimuth Mark                     Grid Az
 RD2205:SPC OR N     -  MT PLEASANT STD SCH CUP FINIAL           024 32 26.5
 RD2205:SPC WA S     -  MT PLEASANT STD SCH CUP FINIAL           024 34 14.6
 RD2205:UTM  10      -  MT PLEASANT STD SCH CUP FINIAL           022 45 51.4
 RD2205
 RD2205|---------------------------------------------------------------------|
 RD2205| PID    Reference Object                     Distance      Geod. Az  |
 RD2205|                                                           dddmmss.s |
 RD2205| RD2232 MT PLEASANT STD SCH CUP FINIAL      APPROX. 2.8 KM 0231813.9 |
 RD2205| RD2235 MT ZION 2                           APPROX. 5.3 KM 0322439.6 |
 RD2205| RD2237 PHOCA ROCK HIGHEST POINT            APPROX. 6.0 KM 0534329.0 |
 RD2205| RD2228 BARN DOWNSTREAM GABLE               APPROX. 4.2 KM 0745954.5 |
 RD2205| CE2425 CLIFF 2 RM 1                          3.008 METERS 10355     |
 RD2205| RD2204 CROWN POINT VISTA HOUSE DOME         70.967 METERS 20207     |
 RD2205| CE2426 CLIFF 2 RM 2                          3.442 METERS 25913     |
 RD2205| RD2239 ROOSTER ROCK POLE                   APPROX. 0.7 KM 3055028.5 |
 RD2205| RD2196 WHITE BARN RIVER CUPOLA             APPROX. 2.7 KM 3532058.5 |
 RD2205|---------------------------------------------------------------------|
 RD2205
 RD2205                          SUPERSEDED SURVEY CONTROL
 RD2205
 RD2205  NAD 83(1986)-  45 32 24.59340(N)    122 14 38.53423(W) AD(       ) 2
 RD2205  NAD 27      -  45 32 25.15868(N)    122 14 34.20452(W) AD(       ) 2
 RD2205
 RD2205.Superseded values are not recommended for survey control.
 RD2205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2205.See file dsdata.txt to determine how the superseded data were derived.
 RD2205
 RD2205_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER5901943236(NAD 83)
 RD2205_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RD2205_SETTING: 66 = SET IN ROCK OUTCROP
 RD2205_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD2205+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2006
 RD2205
 RD2205  HISTORY     - Date     Condition        Report By
 RD2205  HISTORY     - 1938     MONUMENTED       CGS
 RD2205  HISTORY     - 1946     SEE DESCRIPTION  CGS
 RD2205  HISTORY     - 1956     SEE DESCRIPTION  CGS
 RD2205  HISTORY     - 1960     SEE DESCRIPTION  CGS
 RD2205  HISTORY     - 20040814 GOOD             USPSQD
 RD2205  HISTORY     - 20060924 GOOD             USPSQD
 RD2205
 RD2205                          STATION DESCRIPTION
 RD2205
 RD2205'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (WMS)
 RD2205'STATION IS LOCATED ABOUT 2.4 MILES E OF CORBETT STATION, OREGON, ON
 RD2205'THE S BANK OF THE COLUMBIA RIVER ON CROWN POINT.  IT IS ON THE NE
 RD2205'POINT OF THE 400-FOOT BLUFF AND ABOUT 3 METERS FROM THE EDGE OF
 RD2205'THE BLUFF.
 RD2205'
 RD2205'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN
 RD2205'DRILL HOLES IN OUTCROPPING BEDROCK, AS DESCRIBED IN NOTES 2 AND 12A.
 RD2205'
 RD2205'STATION IS REACHED BY GOING ALONG U.S. HIGHWAY 30 TO THE VISTA HOUSE
 RD2205'ON CROWN POINT AND THE STATION.
 RD2205
 RD2205                          STATION RECOVERY (1946)
 RD2205
 RD2205'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (EHB)
 RD2205'STATION IS LOCATED ABOUT 2.4 MILES E OF CORBETT STATION, OREGON, ON
 RD2205'THE S BANK OF THE COLUMBIA RIVER, ON CROWN POINT NEAR VISTA HOUSE.
 RD2205'IT IS ON THE NE POINT OF THE 400-FOOT BLUFF AND ABOUT 3 METERS
 RD2205'FROM THE EDGE OF THE BLUFF.  A BRONZE DISK STAMPED CLIFF 2 1938
 RD2205'WEDGED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 RD2205'
 RD2205'REFERENCE MARK 1 IS A BRONZE DISK STAMPED CLIFF 2 NO. 1 1938 WEDGED
 RD2205'IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 RD2205'
 RD2205'REFERENCE MARK 2 IS A BRONZE DISK STAMPED CLIFF 2 NO. 2 1938 WEDGED
 RD2205'IN A DRILL HOLE IN OUTCROPPING BEDROCK.  ALL MARKS ARE CEMENTED IN
 RD2205'AND ARE IN EXCELLENT SHAPE.
 RD2205'
 RD2205'STATION IS REACHED BY GOING ALONG U.S. HIGHWAY 30 TO THE VISTA HOUSE
 RD2205'ON CROWN POINT AND THE STATION.  STATION OCCUPIED IN 1946.
 RD2205'
 RD2205'(NO DISTANCES WERE GIVEN IN 1938.)
 RD2205
 RD2205                          STATION RECOVERY (1956)
 RD2205
 RD2205'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JBW)
 RD2205'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 RD2205'DESCRIBED IN THE 1946 DESCRIPTION AND IN GOOD CONDITION.  THERE WAS
 RD2205'A DIFFERENCE (NOTED IN THE FIELD) IN THE DIRECTION TO REFERENCE
 RD2205'MARK 1.
 RD2205
 RD2205                          STATION RECOVERY (1960)
 RD2205
 RD2205'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FN)
 RD2205'STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND IN GOOD
 RD2205'CONDITION.
 RD2205'
 RD2205'REACHED FROM THE POST OFFICE AT CORBETT BY GOING NORTHEAST ON OLD
 RD2205'U.S. HIGHWAY 30, NOW A SCENIC DRIVE ROAD, FOR 2.8 MILES TO JUST
 RD2205'AFTER PASSING THE VISTA HOUSE AT CROWN POINT.  THE STATION IS ABOUT
 RD2205'50-YARDS NORTHEAST OF THE VISTA HOUSE AND 50-FEET LOWER, ON THE
 RD2205'NORTHEAST POINT OF CROWN POINT.
 RD2205
 RD2205                          STATION RECOVERY (2004)
 RD2205
 RD2205'RECOVERY NOTE BY US POWER SQUADRON 2004 (PS)
 RD2205'RECOVERED IN GOOD CONDITION.
 RD2205
 RD2205                          STATION RECOVERY (2006)
 RD2205
 RD2205'RECOVERY NOTE BY US POWER SQUADRON 2006 (PCS)
 RD2205'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1775 ***********************************************************************
 SC1775  DESIGNATION -  CLIFTON DIKE NORTH END LIGHT
 SC1775  PID         -  SC1775
 SC1775  STATE/COUNTY-  OR/CLATSOP
 SC1775  USGS QUAD   -  CATHLAMET (1985)
 SC1775
 SC1775                         *CURRENT SURVEY CONTROL
 SC1775  ___________________________________________________________________
 SC1775* NAD 83(1991)-  46 12 20.74805(N)    123 25 52.40658(W)     ADJUSTED  
 SC1775* NAVD 88     -              **(meters)            **(feet)            
 SC1775  ___________________________________________________________________
 SC1775  LAPLACE CORR-          10.64  (seconds)                    DEFLEC99
 SC1775  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 SC1775  HORZ ORDER  -  THIRD
 SC1775
 SC1775.The horizontal coordinates were established by classical geodetic methods
 SC1775.and adjusted by the National Geodetic Survey in October 1991.
 SC1775
 SC1775
 SC1775.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1775
 SC1775.The geoid height was determined by GEOID03.
 SC1775
 SC1775;                    North         East     Units Scale Factor Converg.
 SC1775;SPC OR N     -   286,270.241 2,273,817.176   MT  1.00005886   -2 04 43.6
 SC1775;SPC OR N     -   939,206.83  7,460,030.10   iFT  1.00005886   -2 04 43.6
 SC1775;SPC WA S     -   101,172.832   273,847.312   MT  0.99993639   -2 07 45.2
 SC1775;SPC WA S     -   331,931.20    898,447.39   sFT  0.99993639   -2 07 45.2
 SC1775;UTM  10      - 5,116,999.989   466,733.326   MT  0.99961360   -0 18 40.6
 SC1775
 SC1775                          SUPERSEDED SURVEY CONTROL
 SC1775
 SC1775  NAD 83(1986)-  46 12 20.76273(N)    123 25 52.39965(W) AD(       ) 4
 SC1775  NAD 27      -  46 12 21.36345(N)    123 25 47.93366(W) AD(       ) 3
 SC1775
 SC1775.Superseded values are not recommended for survey control.
 SC1775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1775.See file dsdata.txt to determine how the superseded data were derived.
 SC1775
 SC1775_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS6673317000(NAD 83)
 SC1775
 SC1775  HISTORY     - Date     Condition        Report By
 SC1775  HISTORY     - 1936     MONUMENTED       CGS
 SC1775  HISTORY     - 1949     SEE DESCRIPTION  CGS
 SC1775  HISTORY     - 1950     SEE DESCRIPTION  CGS
 SC1775
 SC1775                          STATION DESCRIPTION
 SC1775
 SC1775'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (RWK)
 SC1775'THIS TRIANGULATION STATION, IN THE CASE OF THE NAVIGATION (LIGHTS),
 SC1775'IS ONE OF THE CENTER OF THE PILINGS FROM WHICH THE ARMS, SUPPORTING
 SC1775'THE LIGHTS, ARE SECURED.
 SC1775
 SC1775                          STATION RECOVERY (1949)
 SC1775
 SC1775'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (HJH)
 SC1775'THIS LIGHT WAS REBUILT IN 1942 AND THE STATION HAS BEEN LOST.
 SC1775
 SC1775                          STATION RECOVERY (1950)
 SC1775
 SC1775'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (WHB)
 SC1775'THIS FL. R. LIGHT, LIGHT LIST NO. 1012, WAS REBUILT IN 1949 AND
 SC1775'ITS TRIANGULATION POSITION LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1782 ***********************************************************************
 SC1782  DESIGNATION -  CLIFTON DIKE SOUTH END LIGHT
 SC1782  PID         -  SC1782
 SC1782  STATE/COUNTY-  OR/CLATSOP
 SC1782  USGS QUAD   -  CATHLAMET (1985)
 SC1782
 SC1782                         *CURRENT SURVEY CONTROL
 SC1782  ___________________________________________________________________
 SC1782* NAD 83(1991)-  46 12 07.23110(N)    123 26 07.69878(W)     ADJUSTED  
 SC1782* NAVD 88     -              **(meters)            **(feet)            
 SC1782  ___________________________________________________________________
 SC1782  LAPLACE CORR-          10.24  (seconds)                    DEFLEC99
 SC1782  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 SC1782  HORZ ORDER  -  THIRD
 SC1782
 SC1782.The horizontal coordinates were established by classical geodetic methods
 SC1782.and adjusted by the National Geodetic Survey in October 1991.
 SC1782
 SC1782
 SC1782.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1782
 SC1782.The geoid height was determined by GEOID03.
 SC1782
 SC1782;                    North         East     Units Scale Factor Converg.
 SC1782;SPC OR N     -   285,865.037 2,273,474.381   MT  1.00005767   -2 04 54.5
 SC1782;SPC OR N     -   937,877.42  7,458,905.45   iFT  1.00005767   -2 04 54.5
 SC1782;SPC WA S     -   100,767.980   273,504.202   MT  0.99993682   -2 07 56.3
 SC1782;SPC WA S     -   330,602.95    897,321.70   sFT  0.99993682   -2 07 56.3
 SC1782;UTM  10      - 5,116,584.590   466,403.339   MT  0.99961387   -0 18 51.6
 SC1782
 SC1782                          SUPERSEDED SURVEY CONTROL
 SC1782
 SC1782  NAD 83(1986)-  46 12 07.24582(N)    123 26 07.69166(W) AD(       ) 4
 SC1782  NAD 27      -  46 12 07.84675(N)    123 26 03.22526(W) AD(       ) 3
 SC1782
 SC1782.Superseded values are not recommended for survey control.
 SC1782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1782.See file dsdata.txt to determine how the superseded data were derived.
 SC1782
 SC1782_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS6640316585(NAD 83)
 SC1782
 SC1782  HISTORY     - Date     Condition        Report By
 SC1782  HISTORY     - 1936     MONUMENTED       CGS
 SC1782  HISTORY     - 1949     SEE DESCRIPTION  CGS
 SC1782
 SC1782                          STATION DESCRIPTION
 SC1782
 SC1782'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (RWK)
 SC1782'THIS TRIANGULATION STATION IS ONE OF THE CENTERS OF THEIR
 SC1782'RESPECTIVE LENS, OR IN THE CASE OF A FEW OIL LIGHTS.
 SC1782
 SC1782                          STATION RECOVERY (1949)
 SC1782
 SC1782'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (HJH)
 SC1782'THIS LIGHT WAS REBUILT IN 1940 AND THE STATION HAS BEEN LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1723 ***********************************************************************
 QD1723  DESIGNATION -  CLINE
 QD1723  PID         -  QD1723
 QD1723  STATE/COUNTY-  OR/DESCHUTES
 QD1723  USGS QUAD   -  CLINE FALLS (1962)
 QD1723
 QD1723                         *CURRENT SURVEY CONTROL
 QD1723  ___________________________________________________________________
 QD1723* NAD 83(1991)-  44 15 11.46201(N)    121 18 10.51775(W)     ADJUSTED  
 QD1723* NAVD 88     -      1249.7    (meters)    4100.     (feet)  VERTCON   
 QD1723  ___________________________________________________________________
 QD1723  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 QD1723  GEOID HEIGHT-         -21.28  (meters)                     GEOID03
 QD1723  HORZ ORDER  -  FIRST
 QD1723
 QD1723.The horizontal coordinates were established by classical geodetic methods
 QD1723.and adjusted by the National Geodetic Survey in October 1991.
 QD1723
 QD1723.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1723.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1723
 QD1723.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1723
 QD1723.The geoid height was determined by GEOID03.
 QD1723
 QD1723;                    North         East     Units Scale Factor Converg.
 QD1723;SPC OR S     -   287,644.552 1,435,871.424   MT  1.00007423   -0 32 57.5
 QD1723;SPC OR S     -   943,715.72  4,710,864.25   iFT  1.00007423   -0 32 57.5
 QD1723;SPC OR N     -    65,495.196 2,435,874.901   MT  1.00002114   -0 34 09.9
 QD1723;SPC OR N     -   214,879.25  7,991,715.55   iFT  1.00002114   -0 34 09.9
 QD1723;UTM  10      - 4,901,394.426   635,482.371   MT  0.99982574   +1 11 04.0
 QD1723
 QD1723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1723!SPC OR S     -   0.99980742  x   1.00007423  =   0.99988163
 QD1723!SPC OR N     -   0.99980742  x   1.00002114  =   0.99982855
 QD1723!UTM  10      -   0.99980742  x   0.99982574  =   0.99963319
 QD1723
 QD1723:                Primary Azimuth Mark                     Grid Az
 QD1723:SPC OR S     -  C 46                                     057 19 47.0
 QD1723:SPC OR N     -  C 46                                     057 20 59.4
 QD1723:UTM  10      -  C 46                                     055 35 45.5
 QD1723
 QD1723|---------------------------------------------------------------------|
 QD1723| PID    Reference Object                     Distance      Geod. Az  |
 QD1723|                                                           dddmmss.s |
 QD1723| QD0964 C 46                                APPROX. 4.4 KM 0564649.5 |
 QD1723| CF4229 CLINE RM 1                            6.976 METERS 11128     |
 QD1723| CF4230 CLINE RM 2                           11.510 METERS 20700     |
 QD1723| QD1721 REDMOND HB VORTAC                    67.074 METERS 22542     |
 QD1723| QD1719 CLINE BUTTE RESET                    54.502 METERS 24822     |
 QD1723|---------------------------------------------------------------------|
 QD1723
 QD1723                          SUPERSEDED SURVEY CONTROL
 QD1723
 QD1723  NAD 83(1986)-  44 15 11.46939(N)    121 18 10.51856(W) AD(       ) 1
 QD1723  NAD 27      -  44 15 12.04270(N)    121 18 06.38533(W) AD(       ) 1
 QD1723  NGVD 29 (07/19/86) 1248.6    (m)         4096.     (f) VERT ANG    3  
 QD1723
 QD1723.Superseded values are not recommended for survey control.
 QD1723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1723.See file dsdata.txt to determine how the superseded data were derived.
 QD1723
 QD1723_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ3548201394(NAD 83)
 QD1723_MARKER: DH = HORIZONTAL CONTROL DISK
 QD1723_SETTING: 66 = SET IN ROCK OUTCROP
 QD1723_SP_SET: IN A DRILL HOLE IN BEDROCK
 QD1723_STAMPING: CLINE 1971
 QD1723_MARK LOGO: NGS   
 QD1723_MAGNETIC: N = NO MAGNETIC MATERIAL
 QD1723_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QD1723_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QD1723+SATELLITE: SATELLITE OBSERVATIONS - May 01, 1989
 QD1723
 QD1723  HISTORY     - Date     Condition        Report By
 QD1723  HISTORY     - 1971     MONUMENTED       NGS
 QD1723  HISTORY     - 1971     GOOD             NGS
 QD1723  HISTORY     - 19850919 GOOD             NGS
 QD1723  HISTORY     - 19890501 GOOD             LOCSUR
 QD1723
 QD1723                          STATION DESCRIPTION
 QD1723
 QD1723'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LDF)
 QD1723'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO DIFFERENCE IN
 QD1723'ELEVATION.
 QD1723'
 QD1723'STATION IS LOCATED ABOUT 6 MILES WEST OF REDMOND 2 MILES SOUTH OF
 QD1723'U.S. HIGHWAY 126.  IT IS ON THE NORTHEAST EDGE OF WHAT IS LOCALLY
 QD1723'KNOWN AS CLINE BUTTE.  THIS STATION WAS ESTABLISHED DUE TO THE
 QD1723'INSTALLATION OF A VOR FACILITY NEAR STATION CLINE BUTTE (USGS)
 QD1723'1945 1959.  THE SUPERVISOR OF THE FACILITY REQUESTED THAT THE
 QD1723'STATION BE ESTABLISHED OUTSIDE OF THE FENCE AND THAT WE DONT
 QD1723'USE THE (USGS) STATION.  A TRAVERSE CONNECTION WAS MADE TO STATION
 QD1723'CLINE BUTTE (USGS) 1945 1959.
 QD1723'
 QD1723'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 97 AND
 QD1723'126 IN THE SOUTH EDGE OF REDMOND, GO WEST ON U.S. HIGHWAY 126 FOR
 QD1723'4.05 MILES TO A SIDE ROAD RIGHT.  (TO REACH THE AZIMUTH MARK (BM C
 QD1723'46), TURN RIGHT AND FOLLOW PAVED ROAD NORTH AND WEST FOR 0.25 MILE
 QD1723'TO THE MARK ON THE LEFT.) CONTINUE WEST ON THE ROAD FOR 0.35
 QD1723'MILE TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND FOLLOW PAVED ROAD
 QD1723'WEST FOR 3.9 MILES TO A SIDE ROAD ON THE RIGHT AND A GATE.  TURN
 QD1723'RIGHT, PASS THROUGH THE GATE, KEEPING TO THE RIGHT AND FOLLOW
 QD1723'GRAVELED ROAD NORTH FOR 2.5 MILES TO A SIDE ROAD LEFT.  TURN
 QD1723'LEFT AND FOLLOW TRACK ROAD EAST FOR 0.2 MILE TO THE STATION ON THE
 QD1723'RIGHT JUST BEFORE REACHING A WOODEN GATE.
 QD1723'
 QD1723'STATION MARK IS A STANDARD DISK, STAMPED CLINE 1971, CEMENTED IN
 QD1723'A DRILL HOLE IN BEDROCK.  IT IS 26 FEET NORTHEAST OF A NORTH GATE
 QD1723'POST, 24 FEET NORTH OF THE APPROXIMATE CENTER OF THE ROAD, 18
 QD1723'FEET NORTH OF A GATE STOP AND 15 FEET EAST OF THE NORTHEAST CORNER
 QD1723'OF A WOODEN FENCE.
 QD1723'
 QD1723'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CLINE NO 1 1971,
 QD1723'CEMENTED IN A DRILL HOLE IN AN OUTCROP.  IT IS 37 FEET EAST OF THE
 QD1723'NORTHEAST CORNER OF THE FENCE AND 12 FEET NORTH OF THE TRACK ROAD.
 QD1723'
 QD1723'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CLINE NO 2 1971,
 QD1723'CEMENTED IN A DRILL HOLE IN THE TOP OF AN OUTCROP WHICH IS FLUSH
 QD1723'WITH THE GROUND SURFACE.  IT IS 30 FEET SOUTH OF THE NORTHEAST
 QD1723'CORNER OF THE FENCE, 4 FEET NORTHWEST OF THE SOUTH GATE POST AND
 QD1723'3 FEET WEST OF THE FENCE.
 QD1723'
 QD1723'BM C 46 IS A STANDARD BENCH MARK DISK, STAMPED C 46 1930 2865.709,
 QD1723'CEMENTED IN A DRILL HOLE IN THE TOP OF A LARGE OUTCROP WHICH
 QD1723'PROJECTS ABOUT 2 FEET ABOVE THE GROUND SURFACE.  IT IS 103 FEET
 QD1723'SOUTHWEST OF A WHITE GUARD POST, 64 FEET NORTH OF A 24-INCH TREE,
 QD1723'26 FEET SOUTH OF THE CENTER OF A PAVED ROAD, 5.8 FEET SOUTHWEST
 QD1723'OF A METAL WITNESS POST AND 3.2 FEET SOUTHEAST OF A WOODEN
 QD1723'WITNESS POST.
 QD1723'
 QD1723'STATION IS LOCATED IN THE SOUTHWEST 1/4 OF SECTION 21, T 15 S, R
 QD1723'12 E.
 QD1723'
 QD1723'CLINE BUTTE (USGS) IS A STANDARD DISK, STAMPED CLINE BUTTE (USGS)
 QD1723'1945 1959, SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE WHICH
 QD1723'IS FLUSH WITH THE GROUND SURFACE.  IT IS 118 FEET EAST-SOUTHEAST
 QD1723'OF THE FIFTH POST SOUTH OF THE NORTHEAST FENCE CORNER POST, 67
 QD1723'FEET SOUTH OF A BOARD FENCE AND 12 FEET NORTH OF A NORTH EDGE OF
 QD1723'A BROWN GRAVELED AREA.
 QD1723'
 QD1723'HEIGHT OF LIGHT ABOVE STATION MARK 2.3 METERS.
 QD1723
 QD1723                          STATION RECOVERY (1971)
 QD1723
 QD1723'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 QD1723'RECOVERED IN GOOD CONDITION.
 QD1723
 QD1723                          STATION RECOVERY (1985)
 QD1723
 QD1723'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 QD1723'THE STATION IS LOCATED ABOUT 9.7 KM (6.00 MI) WEST OF REDMOND, AND
 QD1723'ABOUT 3.2 KM (2.00 MI) SOUTH OF US HIGHWAY 126.  IT IS AT THE
 QD1723'NORTHEAST SIDE OF CLINE BUTTE.  TO REACH THE STATION FROM THE
 QD1723'INTERSECTION OF US HIGHWAYS 97 AND 126 IN REDMOND, GO WEST ON HIGHWAY
 QD1723'126 FOR 7.0 KM (4.35 MI) TURN LEFT ONTO CLINE FALLS ROAD SOUTH, GO 6.1
 QD1723'KM (3.80 MI) TURN RIGHT THROUGH GATE AND GO 3.8 KM (2.35 MI) TO A ROAD
 QD1723'FORK, TURN LEFT AND GO 0.4 KM (0.25 MI) TO TOP OF HILL AND STATION.
 QD1723' 
 QD1723'THE STATION IS A STANDARD NGS DISK STAMPED---CLINE 1971---, SET INTO
 QD1723'ROCK OUTCROP, 1 METERS (3.3 FT) LARGEST DIMENSION. THE STATION IS
 QD1723'LOCATED 7.8 METERS (25.6 FT) NORTHWEST WEST FROM THE CENTERLINE OF
 QD1723'CINDER ROAD, 1.9 METERS (6.2 FT) SOUTH-SOUTHEAST FROM A WITNESS POST.
 QD1723'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED ---CLINE NO 1
 QD1723'1971---, SET INTO ROCK OUTCROP, 1.3 METERS (4.3 FT) LARGEST DIMENSION.
 QD1723'THE STATION IS LOCATED 8.8 METERS (28.9 FT) SOUTHEAST FROM A WITNESS
 QD1723'POST, 14.1 METERS (46.3 FT) EAST FROM THE TOP OF THE HILL, 3.6 METERS
 QD1723'(11.8 FT) NORTH-NORTHWEST FROM THE CENTERLINE OF A CINDER TRACK ROAD,
 QD1723'AND 0.3 METERS (1.0 FT) BELOW THE STATION.  REFERENCE MARK NO 3 IS A
 QD1723'STANDARD NGS DISK STAMPED---CLINE 1971NO 3 1985---.  THE STATION IS
 QD1723'LOCATED 12.2 METERS (40.0 FT) SOUTH-SOUTHWEST FROM A WITNESS POST, 1.0
 QD1723'METERS (3.3 FT) SOUTH FROM THE CENTERLINE OF A TRACK ROAD AT TOP OF
 QD1723'HILL, AND 0.3 METERS (1.0 FT) ABOVE THE STATION.
 QD1723
 QD1723                          STATION RECOVERY (1989)
 QD1723
 QD1723'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989
 QD1723'STATION IS LOCATED ABOUT 6 MILES WEST OF REDMOND 2 MILES SOUTH OF
 QD1723'U.S. HIGHWAY 126.  IT IS ON THE NORTHEAST EDGE OF WHAT IS LOCALLY
 QD1723'KNOWN AS CLINE BUTTE.  THIS STATION WAS ESTABLISHED DUE TO THE
 QD1723'INSTALLATION OF A VOR FACILITY NEAR STATION CLINE BUTTE (USGS)
 QD1723'1945 1959.  THE SUPERVISOR OF THE FACILITY REQUESTED THAT THE
 QD1723'STATION BE ESTABLISHED OUTSIDE OF THE FENCE AND THAT WE DONT
 QD1723'USE THE (USGS) STATION.  A TRAVERSE CONNECTION WAS MADE TO STATION
 QD1723'CLINE BUTTE (USGS) 1945 1959.
 QD1723'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 97 AND
 QD1723'126 IN THE SOUTH EDGE OF REDMOND, GO WEST ON U.S. HIGHWAY 126 FOR
 QD1723'4.05 MILES TO A SIDE ROAD RIGHT.  (TO REACH THE AZIMUTH MARK (BM C
 QD1723'46), TURN RIGHT AND FOLLOW PAVED ROAD NORTH AND WEST FOR 0.25 MILE
 QD1723'TO THE MARK ON THE LEFT.) CONTINUE WEST ON THE ROAD FOR 0.35
 QD1723'MILE TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND FOLLOW PAVED ROAD
 QD1723'WEST FOR 3.9 MILES TO A SIDE ROAD ON THE RIGHT AND A GATE.  TURN
 QD1723'RIGHT, PASS THROUGH THE GATE, KEEPING TO THE RIGHT AND FOLLOW
 QD1723'GRAVELED ROAD NORTH FOR 2.5 MILES TO A SIDE ROAD LEFT.  TURN
 QD1723'LEFT AND FOLLOW TRACK ROAD EAST FOR 0.2 MILE TO THE STATION ON THE
 QD1723'RIGHT JUST BEFORE REACHING A WOODEN GATE.
 QD1723'STATION MARK IS A STANDARD DISK, STAMPED CLINE 1971, CEMENTED IN
 QD1723'A DRILL HOLE IN BEDROCK.  IT IS 26 FEET NORTHEAST OF A NORTH GATE
 QD1723'POST, 24 FEET NORTH OF THE APPROXIMATE CENTER OF THE ROAD, 18
 QD1723'FEET NORTH OF A GATE STOP AND 15 FEET EAST OF THE NORTHEAST CORNER
 QD1723'OF A WOODEN FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1719 ***********************************************************************
 QD1719  DESIGNATION -  CLINE BUTTE RESET
 QD1719  PID         -  QD1719
 QD1719  STATE/COUNTY-  OR/DESCHUTES
 QD1719  USGS QUAD   -  CLINE FALLS (1962)
 QD1719
 QD1719                         *CURRENT SURVEY CONTROL
 QD1719  ___________________________________________________________________
 QD1719* NAD 83(1991)-  44 15 10.81127(N)    121 18 12.80150(W)     ADJUSTED  
 QD1719* NAVD 88     -      1250.0    (meters)    4101.     (feet)  VERTCON   
 QD1719  ___________________________________________________________________
 QD1719  LAPLACE CORR-           1.39  (seconds)                    DEFLEC99
 QD1719  GEOID HEIGHT-         -21.28  (meters)                     GEOID03
 QD1719  HORZ ORDER  -  FIRST
 QD1719
 QD1719.The horizontal coordinates were established by classical geodetic methods
 QD1719.and adjusted by the National Geodetic Survey in October 1991.
 QD1719
 QD1719.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1719.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1719
 QD1719.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1719
 QD1719.The geoid height was determined by GEOID03.
 QD1719
 QD1719;                    North         East     Units Scale Factor Converg.
 QD1719;SPC OR S     -   287,624.952 1,435,820.566   MT  1.00007417   -0 32 59.1
 QD1719;SPC OR S     -   943,651.42  4,710,697.40   iFT  1.00007417   -0 32 59.1
 QD1719;UTM  10      - 4,901,373.301   635,432.141   MT  0.99982558   +1 11 02.4
 QD1719
 QD1719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1719!SPC OR S     -   0.99980737  x   1.00007417  =   0.99988152
 QD1719!UTM  10      -   0.99980737  x   0.99982558  =   0.99963298
 QD1719
 QD1719|---------------------------------------------------------------------|
 QD1719| PID    Reference Object                     Distance      Geod. Az  |
 QD1719|                                                           dddmmss.s |
 QD1719| CF4232 CLINE BUTTE RM 1                     12.680 METERS 04534     |
 QD1719| CF4231 CLINE BUTTE RM 3                     13.340 METERS 04649     |
 QD1719| QD1622 REDMOND CAA RAD RANGE CEN MAST      APPROX. 7.2 KM 0505717.0 |
 QD1719| QD0964 C 46                                APPROX. 4.5 KM 0565512.6 |
 QD1719| QD1722 CLINE TEMP STAKE ONE                 24.570 METERS 06822     |
 QD1719| QD1723 CLINE                                54.500 METERS 06822     |
 QD1719| QD1625 REDMOND ARMY AIRFIELD CONT TWR      APPROX.12.2 KM 0875741.6 |
 QD1719| QD1721 REDMOND HB VORTAC                    26.894 METERS 17418     |
 QD1719| QD1730 BLACK BUTTE LOOKOUT TOWER           APPROX.31.1 KM 3014425.8 |
 QD1719| CF4234 CLINE BUTTE RM 4                     12.118 METERS 31611     |
 QD1719| CF4233 CLINE BUTTE RM 2                     11.590 METERS 33852     |
 QD1719|---------------------------------------------------------------------|
 QD1719
 QD1719                          SUPERSEDED SURVEY CONTROL
 QD1719
 QD1719  NAD 83(1986)-  44 15 10.81864(N)    121 18 12.80240(W) AD(       ) 1
 QD1719  NAD 27      -  44 15 11.39200(N)    121 18 08.66900(W) AD(       ) 1
 QD1719  NGVD 29 (07/19/86) 1248.9    (m)         4097.     (f) VERT ANG    3  
 QD1719
 QD1719.Superseded values are not recommended for survey control.
 QD1719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1719.See file dsdata.txt to determine how the superseded data were derived.
 QD1719
 QD1719_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ3543201373(NAD 83)
 QD1719_MARKER: DS = TRIANGULATION STATION DISK
 QD1719_SETTING: 66 = SET IN ROCK OUTCROP
 QD1719_SP_SET: SET IN BEDROCK
 QD1719_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QD1719+STABILITY: POSITION/ELEVATION WELL
 QD1719
 QD1719  HISTORY     - Date     Condition        Report By
 QD1719  HISTORY     - 1959     MONUMENTED       CGS
 QD1719  HISTORY     - 1959     GOOD             BPA
 QD1719  HISTORY     - 1960     GOOD             CGS
 QD1719  HISTORY     - 1971     GOOD             NGS
 QD1719
 QD1719                          STATION DESCRIPTION
 QD1719
 QD1719'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (ANS)
 QD1719'STATION MARK, RM NO. 1 AND RM NO. 2 RECOVERED IN GOOD CONDITION
 QD1719'BY FAA.  MARKS WERE DESTROYED AND LATER RESET BY FAA IN CONNECTION
 QD1719'WITH GRADING OFF TOP OF BUTTE AND BUILDING RADIO NAVIGATION
 QD1719'FACILITY.  THE AZIMUTH MARK, BM C-46, WAS APPARENTLY NOT SEARCHED
 QD1719'FOR.
 QD1719'
 QD1719'STATION IS LOCATED ON SUMMIT OF CLINE BUTTE, ELEVATION 4101 FEET
 QD1719'AFTER TOP WAS GRADED OFF.  IT IS AMONG A PROMINENT GROUP OF HILLS
 QD1719'ABOUT 6 MILES WEST OF REDMOND AND ABOUT 2 MILES SOUTH OF THE
 QD1719'MC KENZIE HIGHWAY.  THE STATION IS A STANDARD TRIANGULATION DISK
 QD1719'SET IN CONCRETE AND IS STAMPED CLINE BUTTE USGS 1945 1959.
 QD1719'
 QD1719'REFERENCE MARKS NOS. 3 AND 4 WERE ESTABLISHED AND ARE STANDARD
 QD1719'DISKS STAMPED RESPECTIVELY CLINE BUTTE USGS NO 3 1959, AND
 QD1719'SIMILARLY, NO 4.  BOTH ARE SET IN CONCRETE.
 QD1719'
 QD1719'(FROM 1945 DESCRIPTION) STATION BM C 46 IS USED FOR THE AZIMUTH
 QD1719'MARK FOR THIS STATION.  TO REACH IT FROM THE JUNCTION OF
 QD1719'U.S. HIGHWAY NO. 97 AND U.S. HIGHWAY NO. 28 IN THE SOUTHERN
 QD1719'OUTSKIRTS OF REDMOND, GO WEST ON U.S. HIGHWAY NO. 28 FOR 4.35
 QD1719'MILES TO THE STATION ON THE LEFT.  IT IS 25 FEET SOUTH OF THE
 QD1719'CENTERLINE OF THE HIGHWAY.
 QD1719'
 QD1719'(FROM 1945 DESCRIPTION) TO REACH THE STATION FROM THE JUNCTION
 QD1719'OF U.S. HIGHWAY NO. 97 AND U.S. HIGHWAY NO. 28 IN THE SOUTHERN
 QD1719'OUTSKIRTS OF REDMOND, GO WEST ON U.S. HIGHWAY NO. 28 FOR 4.6
 QD1719'MILES TO BRIDGE ACROSS DESCHUTES RIVER AND A GRAVEL ROAD LEFT JUST
 QD1719'AFTER CROSSING BRIDGE.  TURN LEFT ON GRAVEL ROAD AND GO 3.85
 QD1719'MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND GO 100 FEET THEN TAKE
 QD1719'THE RIGHT FORK AND GO 0.35 MILE TO A CROSS ROADS.  CONTINUE
 QD1719'STRAIGHT AHEAD FOR 0.45 MILE TO A FORKS, TAKE LEFT FORK AND GO
 QD1719'0.15 MILE TO FORKS, TAKE RIGHT FORK AND GO 0.65 MILE TO A
 QD1719'ROCKY PLACE ON RIDGE.  AN ARMY TRUCK OR A JEEP MAY BE DRIVEN
 QD1719'FROM HERE 0.6 MILE UP THE RIDGE TO THE SUMMIT AND THE STATION
 QD1719'AS DESCRIBED.
 QD1719'
 QD1719'1959 OBSERVATIONS BY FAA, WITH RM 1, RM 2 AND AZ. MARK ADDED
 QD1719'FROM 1945 DESCRIPTION.
 QD1719
 QD1719                          STATION RECOVERY (1959)
 QD1719
 QD1719'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1959
 QD1719'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 97 AND STATE
 QD1719'HIGHWAY 126 IN SOUTH EDGE OF REDMOND, GO WEST ON HIGHWAY 126 4.4
 QD1719'MILES TO A FORK JUST AFTER CROSSING BRIDGE OVER THE DESCHUTES
 QD1719'RIVER.  TURN LEFT ON (TUMALO) OILED ROAD AND GO 3.9 MILES TO A
 QD1719'DIRT ROAD RIGHT.  TURN RIGHT PASS THROUGH GATE, TO A FORK, JUST
 QD1719'AFTER PASSING GATE.  KEEP RIGHT FOR 0.8 MILE TO A FORK.  TAKE
 QD1719'LEFT FORK AND GO 0.2 MILE TO A FORK, KEEP TO RIGHT AND GO 0.6
 QD1719'MILE TO A FORK TURN RIGHT AND GO 0.7 MILE TO TOP OF HILL AND
 QD1719'STATION.
 QD1719
 QD1719                          STATION RECOVERY (1960)
 QD1719
 QD1719'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCS)
 QD1719'STATION DESCRIPTION FOR RECOVERY IS ADEQUATE, HOWEVER, STATION HAS
 QD1719'BEEN RESET.  RESET DATA WAS FORWARDED TO WASH. OFFICE THRU PORTLAND
 QD1719'DIST. OFFICE 8/3/59.  A TVOR FACILITY HAS BEEN CONSTRUCTED ON CLINE
 QD1719'BUTTE AND THE STATION IS LOCATED 88.2 FEET NW OF CENTER OF CONE.
 QD1719
 QD1719                          STATION RECOVERY (1971)
 QD1719
 QD1719'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LDF)
 QD1719'THE FEDERAL AVIATION ADMINISTRATION DESTROYED THE ORIGINAL STATION
 QD1719'AND REFERENCE MARKS 1 AND 2 WHEN THEY LOWERED THE TOP OF THE HILL
 QD1719'AND ERECTED A RADIO NAVIGATION AID FACILITY.  APPARENTLY THE
 QD1719'STATION MARK WAS RESET IN ITS ORIGINAL POSITION AND REFERENCE
 QD1719'MARKS 3 AND 4 WERE ESTABLISHED BY THEM.  BM C 46 1945 WAS USED
 QD1719'FOR AN AZIMUTH MARK BUT IS NOT VISIBLE FROM THE GROUND DUE TO THE
 QD1719'LEVELING AND GRADING ON TOP OF THE STATION HILL.
 QD1719'
 QD1719'IT WAS REQUESTED BY THE FEDERAL AVIATION ADMINISTRATION THAT THE
 QD1719'STATION NOT BE USED AT THIS TIME, THEREFORE STATION CLINE WAS
 QD1719'ESTABLISHED AT THIS TIME.
 QD1719'
 QD1719'STATION MARK, REFERENCE MARKS 3,4 AND THE BM C 46 1945 WERE
 QD1719'RECOVERED AND FOUND IN GOOD CONDITION.
 QD1719'
 QD1719'STATION IS LOCATED ABOUT 6 MILES WEST OF REDMOND AND 2 MILES
 QD1719'SOUTH OF U.S. HIGHWAY 126.  IT IS JUST NORTH OF A VORTAC WHICH IS
 QD1719'LOCATED ON THE HIGHEST POINT OF CLINE BUTTE.
 QD1719'
 QD1719'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 97 AND
 QD1719'126 IN THE SOUTH EDGE OF REDMOND, GO WEST ON U.S. HIGHWAY 126
 QD1719'FOR 4.05 MILES TO A PAVED ROAD RIGHT.  (TO REACH BM C 46 1945,
 QD1719'TURN RIGHT AND FOLLOW PAVED ROAD NORTH AND WEST FOR 0.25 MILE TO
 QD1719'THE MARK ON THE LEFT.) CONTINUE WEST ON THE ROAD FOR 0.35 MILE
 QD1719'TO A SIDE ROAD LEFT.  THIS IS JUST AFTER CROSSING A BRIDGE OVER
 QD1719'THE DESCHUTES RIVER.  TURN LEFT AND GO SOUTHWEST ON A PAVED
 QD1719'ROAD FOR 3.9 MILES TO A SIDE ROAD RIGHT AND A GATE.  TURN RIGHT
 QD1719'THROUGH THE GATE, THEN BEAR LEFT AND FOLLOW GRAVEL ROAD NORTH FOR
 QD1719'2.5 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND FOLLOW TRACK ROAD
 QD1719'EAST FOR 0.2 MILE TO A WOODEN GATE AND THE STATION ON THE HIGHEST
 QD1719'PART OF THE HILL.
 QD1719'
 QD1719'STATION MARK IS A STANDARD DISK, STAMPED CLINE BUTTE USGS 1945
 QD1719'1959, SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE WHICH IS
 QD1719'FLUSH WITH THE GROUND SURFACE.  IT IS 118 FEET EAST-SOUTHEAST OF
 QD1719'THE FIFTH POST SOUTH OF THE NORTHWEST FENCE CORNER POST, 67 FEET
 QD1719'SOUTH OF A BOARD FENCE AND 12 FEET NORTH OF THE NORTH EDGE OF A
 QD1719'BROWN GRAVELED AREA.
 QD1719'
 QD1719'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED CLINE BUTTE USGS NO
 QD1719'3 1959, SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE WHICH IS
 QD1719'ABOUT 3 INCHES BELOW THE GROUND SURFACE.  IT IS 121 FEET WEST OF
 QD1719'THE NORTH GATE POST AT THE NORTHEAST CORNER OF THE COMPOUND, 36
 QD1719'FEET SOUTH OF THE NORTH FENCE AND 1-1/2 FEET NORTHWEST OF A 1 X 2
 QD1719'FOOT OUTCROP.
 QD1719'
 QD1719'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED CLINE BU USGS NO 4
 QD1719'1959, SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE WHICH IS
 QD1719'FLUSH WITH THE GROUND SURFACE.  IT IS 85 FEET EAST OF THE FIFTH
 QD1719'POST SOUTH OF A FENCE CORNER, 74 FEET SOUTHEAST OF THE NORTHWEST
 QD1719'BOUNDARY FENCE CORNER AND 39 FEET SOUTH OF THE NORTH BOUNDARY
 QD1719'FENCE.
 QD1719'
 QD1719'STATION IS LOCATED IN THE SOUTHWEST 1/4 OF SECTION 21, T 15 S, R
 QD1719'12 E.
 QD1719'
 QD1719'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 QD1719'
 QD1719'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QD1719'6 MILES WEST OF REDMOND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0753 ***********************************************************************
 QD0753  DESIGNATION -  CLINE FALLS
 QD0753  PID         -  QD0753
 QD0753  STATE/COUNTY-  OR/DESCHUTES
 QD0753  USGS QUAD   -  CLINE FALLS (1962)
 QD0753
 QD0753                         *CURRENT SURVEY CONTROL
 QD0753  ___________________________________________________________________
 QD0753* NAD 83(2007)-  44 16 41.81033(N)    121 15 30.54245(W)     ADJUSTED  
 QD0753* NAVD 88     -       890.866  (meters)    2922.78   (feet)  ADJUSTED  
 QD0753  ___________________________________________________________________
 QD0753  EPOCH DATE  -        2007.00
 QD0753  X           -  -2,373,741.257 (meters)                     COMP
 QD0753  Y           -  -3,910,498.801 (meters)                     COMP
 QD0753  Z           -   4,430,889.268 (meters)                     COMP
 QD0753  LAPLACE CORR-           2.38  (seconds)                    DEFLEC99
 QD0753  ELLIP HEIGHT-         869.588 (meters)          (02/10/07) ADJUSTED
 QD0753  GEOID HEIGHT-         -21.26  (meters)                     GEOID03
 QD0753  DYNAMIC HT  -         890.569 (meters)    2921.81  (feet)  COMP
 QD0753
 QD0753  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 QD0753  Type    PID    Designation                      North   East  Ellip
 QD0753  -------------------------------------------------------------------
 QD0753  NETWORK QD0753 CLINE FALLS                       3.39   6.29  19.19
 QD0753  -------------------------------------------------------------------
 QD0753  MODELED GRAV-     980,255.5   (mgal)                       NAVD 88
 QD0753
 QD0753  VERT ORDER  -  FIRST     CLASS II
 QD0753
 QD0753.The horizontal coordinates were established by GPS observations
 QD0753.and adjusted by the National Geodetic Survey in February 2007.
 QD0753
 QD0753.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 QD0753.See www.ngs.noaa.gov/NationalReadjustment for more information.
 QD0753.The horizontal coordinates are valid at the epoch date displayed above.
 QD0753.The epoch date for horizontal control is a decimal equivalence
 QD0753.of Year/Month/Day.
 QD0753
 QD0753.The orthometric height was determined by differential leveling
 QD0753.and adjusted in June 1991.
 QD0753
 QD0753.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QD0753
 QD0753.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD0753
 QD0753.The ellipsoidal height was determined by GPS observations
 QD0753.and is referenced to NAD 83.
 QD0753
 QD0753.The geoid height was determined by GEOID03.
 QD0753
 QD0753.The dynamic height is computed by dividing the NAVD 88
 QD0753.geopotential number by the normal gravity value computed on the
 QD0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0753.degrees latitude (g = 980.6199 gals.).
 QD0753
 QD0753.The modeled gravity was interpolated from observed gravity values.
 QD0753
 QD0753;                    North         East     Units Scale Factor Converg.
 QD0753;SPC OR S     -   290,400.258 1,439,445.769   MT  1.00008267   -0 31 08.1
 QD0753;SPC OR S     -   952,756.75  4,722,591.11   iFT  1.00008267   -0 31 08.1
 QD0753;UTM  10      - 4,904,256.342   638,970.814   MT  0.99983752   +1 12 57.7
 QD0753
 QD0753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD0753!SPC OR S     -   0.99986367  x   1.00008267  =   0.99994633
 QD0753!UTM  10      -   0.99986367  x   0.99983752  =   0.99970121
 QD0753
 QD0753:                Primary Azimuth Mark                     Grid Az
 QD0753:SPC OR S     -  REDMOND CAA RAD RANGE CEN MAST           049 38 35.3
 QD0753:UTM  10      -  REDMOND CAA RAD RANGE CEN MAST           047 54 29.5
 QD0753
 QD0753|---------------------------------------------------------------------|
 QD0753| PID    Reference Object                     Distance      Geod. Az  |
 QD0753|                                                           dddmmss.s |
 QD0753| QD1622 REDMOND CAA RAD RANGE CEN MAST      APPROX. 2.6 KM 0490727.2 |
 QD0753| QD0754 CLINE FALLS RM 1                     11.421 METERS 07557     |
 QD0753| QD0964 C 46                                397.054 METERS 15725     |
 QD0753| QD0755 CLINE FALLS RM 2                      9.229 METERS 16914     |
 QD0753|---------------------------------------------------------------------|
 QD0753
 QD0753                          SUPERSEDED SURVEY CONTROL
 QD0753
 QD0753  NAD 83(1998)-  44 16 41.81141(N)    121 15 30.54370(W) AD(       ) 1
 QD0753  ELLIP H (07/18/02)  869.597  (m)                       GP(       ) 4 1
 QD0753  NAD 83(1991)-  44 16 41.81050(N)    121 15 30.54150(W) AD(       ) 1
 QD0753  ELLIP H (10/15/91)  869.675  (m)                       GP(       ) 4 1
 QD0753  NAD 83(1986)-  44 16 41.81836(N)    121 15 30.54127(W) AD(       ) 1
 QD0753  NAD 27      -  44 16 42.38900(N)    121 15 26.41300(W) AD(       ) 1
 QD0753  NGVD 29 (??/??/92)  889.766  (m)         2919.17   (f) ADJ UNCH    1 2
 QD0753
 QD0753.Superseded values are not recommended for survey control.
 QD0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0753.See file dsdata.txt to determine how the superseded data were derived.
 QD0753
 QD0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ3897104256(NAD 83)
 QD0753_MARKER: DS = TRIANGULATION STATION DISK
 QD0753_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QD0753_SP_SET: SHALLOW-SET PIPE
 QD0753_STAMPING: CLINE FALLS 1945
 QD0753_MARK LOGO: CGS   
 QD0753_PROJECTION: PROJECTING 6 CENTIMETERS
 QD0753_MAGNETIC: P = MARKER IS A STEEL PIPE
 QD0753_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0753_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QD0753+SATELLITE: SATELLITE OBSERVATIONS - 1987
 QD0753_ROD/PIPE-DEPTH: 1.3  meters
 QD0753
 QD0753  HISTORY     - Date     Condition        Report By
 QD0753  HISTORY     - 1945     MONUMENTED       CGS
 QD0753  HISTORY     - 1946     GOOD             NGS
 QD0753  HISTORY     - 1959     GOOD             BPA
 QD0753  HISTORY     - 1971     GOOD             NGS
 QD0753  HISTORY     - 19851010 GOOD             NGS
 QD0753  HISTORY     - 1987     GOOD             NGS
 QD0753  HISTORY     - 1987     GOOD             NGS
 QD0753
 QD0753                          STATION DESCRIPTION
 QD0753
 QD0753'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (CAG)
 QD0753'THE STATION IS LOCATED 4.3 MILES, AIRLINE, WEST OF REDMOND.  IT IS
 QD0753'AT THE TOP OF A GRADE ON THE WEST SIDE OF THE DESCHUTES RIVER.  IT
 QD0753'IS AT A POINT WHERE A GRAVEL ROAD INTERSECTS U.S. HIGHWAY
 QD0753'NO. 28.  IT IS JUST NORTH AND ABOVE A POWER PLANT.  IT IS 49 FEET
 QD0753'SOUTHEAST OF A ROAD INTERSECTION AND 27 FEET SOUTH OF THE
 QD0753'CENTERLINE OF A GRAVEL ROAD.  IT IS A STANDARD DISK BRAZED TO THE
 QD0753'TOP OF 2 INCH CAST IRON SOIL PIPE THAT PROJECTS 2 INCHES.
 QD0753'IT IS STAMPED CLINE FALLS 1945.
 QD0753'
 QD0753'REFERENCE MARK NO. 1 IS A STANDARD DISK BRAZED TO THE TOP OF A
 QD0753'CAST IRON SOIL PIPE 2 INCHES IN DIAMETER.  IT IS 37 FEET SOUTH OF
 QD0753'THE CENTER OF A GRAVEL ROAD.  IT PROJECTS 6 INCHES AND IS STAMPED
 QD0753'CLINE FALLS NO 1 1945.
 QD0753'
 QD0753'REFERENCE MARK NO. 2 IS A STANDARD DISK BRAZED TO THE TOP OF A
 QD0753'CAST IRON SOIL PIPE 2 INCHES IN DIAMETER.  IT PROJECTS 6 INCHES
 QD0753'AND IS STAMPED CLINE FALLS NO 2 1945.
 QD0753'
 QD0753'STATION B.M. C 46 IS USED FOR AZIMUTH MARK FOR THIS STATION.  TO
 QD0753'REACH FROM STATION, GO SOUTH ON U.S. HIGHWAY NO. 28 FOR 0.4 MILE
 QD0753'TO MARK IN A LARGE BOULDER 25 FEET SOUTH OF CENTER OF HIGHWAY.
 QD0753'
 QD0753'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY NO. 28 AND
 QD0753'U.S. HIGHWAY 97 IN THE SOUTHERN OUTSKIRTS OF REDMOND.  GO WEST
 QD0753'ON U.S. HIGHWAY NO. 28 FOR 4.75 MILES TO TOP OF GRADE, AFTER
 QD0753'CROSSING THE DESCHUTES RIVER, TO A Y INTERSECTION AND THE STATION
 QD0753'ON THE RIGHT AS DESCRIBED.
 QD0753
 QD0753                          STATION RECOVERY (1946)
 QD0753
 QD0753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 QD0753'IN CLINE FALLS.
 QD0753'ALONG MCKENZIE HIGHWAY AT CLINE FALLS, SET ON WEST RIM OF DESCHUTES
 QD0753'RIVER CANYON AT TOP OF HIGHWAY GRADE TO BRIDGE OVER RIVER, AT JUNCTION
 QD0753'OF HIGHWAY AND SIDE ROAD LEADING NORTH ALONG CANYON RIM, 51.2 FEET
 QD0753'SOUTHEAST OF CENTER LINE OF HIGHWAY, 54.2 FEET EAST OF NORTH END OF
 QD0753'GUARD RAIL ALONG HIGHWAY, 37.5 FEET WEST OF REFERENCE MARK NO. 1, 30.3
 QD0753'FEET NORTH OF REFERENCE MARK NO. 2.
 QD0753
 QD0753                          STATION RECOVERY (1959)
 QD0753
 QD0753'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1959
 QD0753'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 97 AND STATE
 QD0753'HIGHWAY 126 AT THE SOUTH EDGE OF REDMOND, GO WEST ON STATE HIGHWAY
 QD0753'126 FOR 4.1 MILES TO A SIDE ROAD RIGHT (OLD HIGHWAY).  TURN RIGHT
 QD0753'AND GO 0.75 MILES ON OLD HIGHWAY, CROSSING DESCHUTES RIVER, TO THE
 QD0753'TOP OF GRADE AND STATION.
 QD0753
 QD0753                          STATION RECOVERY (1971)
 QD0753
 QD0753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LDF)
 QD0753'STATION MARK, REFERENCE MARKS 1,2 AND BM C46 1945 (AZIMUTH MARK)
 QD0753'WERE RECOVERED AND FOUND IN GOOD CONDITION.  DUE TO ROAD CHANGES,
 QD0753'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 QD0753'
 QD0753'STATION IS LOCATED ABOUT 4 MILES WEST OF REDMOND AND ON TOP OF A
 QD0753'GRADE WHICH OVERLOOKS THE DESCHUTES RIVER TO THE EAST.  THE
 QD0753'U.S. HIGHWAY 28 MENTIONED IN THE 1945 DESCRIPTION HAS BEEN
 QD0753'ABANDONED AND A NEW HIGHWAY HAS BEEN BUILT ABOUT 1/2 MILE SOUTH OF
 QD0753'THE STATION.
 QD0753'
 QD0753'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 97 AND
 QD0753'U.S. HIGHWAY 126 IN THE SOUTH PART OF REDMOND, GO WEST ON
 QD0753'U.S. HIGHWAY 126 FOR 4.0 MILES TO A PAVED ROAD ON THE RIGHT.  (OLD
 QD0753'U.S. HIGHWAY 28) TURN RIGHT AND FOLLOW OLD PAVED ROAD NORTH FOR
 QD0753'0.3 MILE TO BM C 46 1945 (AZIMUTH MARK) ON THE LEFT.  CONTINUE
 QD0753'NORTH ON THE ROAD FOR 0.45 MILE TO THE STATION ON THE RIGHT.
 QD0753'
 QD0753'STATION MARK IS A STANDARD DISK, STAMPED CLINE FALLS 1945, BRAZED
 QD0753'TO THE TOP OF A 2-INCH IRON PIPE WHICH PROJECTS ABOUT 1 INCH ABOVE
 QD0753'THE GROUND SURFACE.  IT IS 53 FEET EAST OF THE CENTER OF THE PAVED
 QD0753'ROAD, 55 FEET NORTH OF THE NORTH END OF A GUARD RAIL, 39 FEET
 QD0753'NORTHWEST OF A 10-INCH CEDAR TREE AND 4.2 FEET NORTHEAST OF A
 QD0753'METAL WITNESS POST.
 QD0753'
 QD0753'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CLINE FALLS NO 1
 QD0753'1945, BRAZED TO THE TOP OF A 2-INCH IRON PIPE WHICH PROJECTS
 QD0753'ABOUT 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 85 FEET EAST OF THE
 QD0753'CENTER OF THE PAVED ROAD, 61 FEET NORTHWEST OF THE CEDAR TREE,
 QD0753'41.4 FEET NORTH OF THE WITNESS POST AND 39 FEET EAST OF THE
 QD0753'CENTER OF A DIRT ROAD.
 QD0753'
 QD0753'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CLINE FALLS NO 2
 QD0753'1945, BRAZED TO THE TOP OF A 2-INCH IRON PIPE WHICH PROJECTS ABOUT
 QD0753'10 INCHES.  IT IS 77 FEET EAST OF THE CENTER OF THE PAVED ROAD,
 QD0753'57 FEET NORTHEAST OF THE NORTH END OF THE GUARD RAIL, 32.0 FEET
 QD0753'EAST-SOUTHEAST OF THE WITNESS POST AND 11 FEET NORTH OF THE CEDAR
 QD0753'TREE.
 QD0753'
 QD0753'BM C 46 IS A STANDARD BENCH MARK DISK, STAMPED C 46 1930 2865.709,
 QD0753'CEMENTED IN A DRILL HOLE IN THE TOP OF A LARGE OUTCROP WHICH
 QD0753'PROJECTS ABOUT 2 FEET ABOVE THE GROUND SURFACE.  IT IS 103 FEET
 QD0753'SOUTHWEST OF A WHITE GUARD POST, 64 FEET NORTH OF A 24-INCH TREE,
 QD0753'26 FEET SOUTH OF THE CENTER OF A PAVED ROAD, 5.8 FEET SOUTHWEST
 QD0753'OF A METAL WITNESS POST AND 3.2 FEET SOUTHEAST OF A WOODEN
 QD0753'WITNESS POST.
 QD0753'
 QD0753'STATION IS IN THE NORTHEAST 1/4 OF SECTION 14, T 15 S, R 12 E.
 QD0753'
 QD0753'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 QD0753'
 QD0753'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QD0753'4 MILES WEST OF REDMOND.
 QD0753
 QD0753                          STATION RECOVERY (1985)
 QD0753
 QD0753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 QD0753'THE STATION REFERENCE MARK 1 AND THE AZIMUTH MARK (BM C 46 1945) WERE
 QD0753'RECOVERED IN GOOD CONDITION.  REFERENCE MARK 2 WAS SEARCHED FOR BUT
 QD0753'WAS NOT RECOVERED.  THE STATION IS LOCATED ABOUT 6.4 KM (3.95 MI) WEST
 QD0753'OF REDMOND, 0.3 KM (0.20 MI) EAST OF THE DESCHUTES RIVER.
 QD0753'OWNERSHIP--UNKNOWN.  TO REACH THE STATION FROM THE INTERSECTION OF US
 QD0753'HIGHWAY 97 AND 126 IN REDMOND, GO WEST ON HIGHWAY 126 FOR 7.0 KM (4.35
 QD0753'MI) TURN RIGHT ON CLINE FALLS ROAD AND GO 0.5 KM (0.30 MI) TO THE MARK
 QD0753'ON THE RIGHT.
 QD0753' 
 QD0753'THE STATION IS A STANDARD CGS DISK STAMPED---CLINE FALLS 1945---, SET
 QD0753'INTO A METAL PIPE 2 INCHES IN DIAMETER, PROJECTING 4 CM ABOVE THE
 QD0753'LINE.  THE STATION IS LOCATED 10.5 METERS (34.4 FT) SOUTHEAST FROM THE
 QD0753'CENTERLINE OF THE ROAD, 11.8 METERS (38.7 FT) NORTH FROM A JUNIPER
 QD0753'TREE, 9.0 METERS (29.5 FT) NORTHWEST FROM THE TOP EDGE OF THE BLUFF,
 QD0753'0.85 METERS (2.79 FT) NORTHEAST FROM A WITNESS POST.  REFERENCE MARK
 QD0753'NO 1 IS A STANDARD CGS DISK STAMPED---CLINE FALLS NO 1 1945---, SET
 QD0753'INTO THE TOP OF A METAL PIPE 5 CM IN DIAMETER, PROJECTING 12 CM ABOVE
 QD0753'THE GROUND.  THE STATION IS LOCATED 18.4 METERS (60.4 FT) NORTHEAST
 QD0753'FROM A JUNIPER TREE, 16.6 METERS (54.5 FT) SOUTHEAST FROM THE
 QD0753'CENTERLINE OF A PAVED ROAD, 6.0 METERS (19.7 FT) NORTHWEST FROM THE
 QD0753'TOP EDGE OF THE BLUFF, 12.2 METERS (40.0 FT) EAST FROM A WITNESS POST,
 QD0753'AND LEVEL WITH THE STATION.  REFERENCE MARK NO 3 IS A STANDARD NGS
 QD0753'DISK STAMPED---CLINE FALLS 1945 NO 3 1985---, SET INTO THE TOP OF AN
 QD0753'IRREGULAR MASS OF CONCRETE 30 CM IN DIAMETER, FLUSH WITH GROUND.  THE
 QD0753'STATION IS LOCATED 18.3 METERS (60.0 FT) SOUTHEAST FROM THE CENTERLINE
 QD0753'OF A PAVED ROAD, 8.8 METERS (28.9 FT) SOUTH-SOUTHEAST FROM A WITNESS
 QD0753'POST, 3.6 METERS (11.8 FT) NORTHEAST FROM A JUNIPER TREE, 1.0 METERS
 QD0753'(3.3 FT) NORTHWEST FROM THE TOP EDGE OF THE BLUFF, AND 0.2 METERS (0.7
 QD0753'FT) BELOW THE STATION.  AZIMUTH MARK NO 1 IS A STANDARD CGS BENCH MARK
 QD0753'DISK STAMPED---C 46 1930 2865.709---.  SET INTO PARTIALLY EXPOSED
 QD0753'BOULDER OF 25 METERS, (82.0 FT) LARGEST DIMENSTION.  THE STATION IS
 QD0753'LOCATED 8.0 METERS (26.2 FT) SOUTH FROM THE CENTERLINE OF THE ROAD,
 QD0753'1.75 METERS (5.74 FT) WEST FROM A WITNESS POST, 10.1 METERS (33.1 FT)
 QD0753'EAST FROM A TRACK ROAD.  TO REACH THE AZIMUTH MARK FROM THE STATION GO
 QD0753'SW ON PAVED STREET SW EAGLE DRIVE 0.5 KM (0.30 MI) TURN LEFT ONTO
 QD0753'HIGHWAY 126 SW 71ST STREET AND GO 0.5 KM, (0.30 MI) TURN LEFT ONTO OLD
 QD0753'HIGHWAY AND GO 0.5 KM (0.30 MI) TO THE MARK ON THE LEFT.
 QD0753
 QD0753                          STATION RECOVERY (1987)
 QD0753
 QD0753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (LLR)
 QD0753'THE STATION WAS RECOVERED AT THIS DATE.
 QD0753'THE REFERENCE MARKS AND AZIMUTH MARK WERE NOT SEARCHED FOR.  THE
 QD0753'PREVIOUS DESCRIPTION BY CLN IS ADEQUATE FOR RECOVERY.  THIS MARK IS
 QD0753'ALSO A BENCH MARK.
 QD0753
 QD0753                          STATION RECOVERY (1987)
 QD0753
 QD0753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QD0753'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  7.0 KM
 QD0753'(4.35 MI) WESTERLY ALONG STATE HIGHWAY 126 FROM ITS JUNCTION WITH 6TH
 QD0753'STREET IN RESMOND, THENCE 0.5 KM (0.30 MI) NORTHERLY ALONG EAGEL
 QD0753'DRIVE, 0.1 KM (0.05 MI) SOUTH OF EAGLE ROAD, AT THE TOP OF A STEEP
 QD0753'GRADE, 26.4 M (86.6 FT) NORTHEAST OF THE CENTER OF A TRACK ROAD
 QD0753'LEADING WEST, 11.5 M (37.7 FT) SOUTHWEST OF REFERENCE MARK CLINE
 QD0753'FALLS NO 1 1945, AND 10.7 M (35.1 FT) EAST OF THE CENTERLINE OF THE
 QD0753'DRIVE.
 QD0753'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 QD0753'THE MARK IS 0.3 M BELOW THE DRIVE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0754 ***********************************************************************
 QD0754  DESIGNATION -  CLINE FALLS RM 1
 QD0754  PID         -  QD0754
 QD0754  STATE/COUNTY-  OR/DESCHUTES
 QD0754  USGS QUAD   -  CLINE FALLS (1962)
 QD0754
 QD0754                         *CURRENT SURVEY CONTROL
 QD0754  ___________________________________________________________________
 QD0754* NAD 83(1986)-  44 16 41.     (N)    121 15 30.     (W)     SCALED    
 QD0754* NAVD 88     -       890.743  (meters)    2922.38   (feet)  ADJUSTED  
 QD0754  ___________________________________________________________________
 QD0754  GEOID HEIGHT-         -21.26  (meters)                     GEOID03
 QD0754  DYNAMIC HT  -         890.447 (meters)    2921.41  (feet)  COMP
 QD0754  MODELED GRAV-     980,255.9   (mgal)                       NAVD 88
 QD0754
 QD0754  VERT ORDER  -  FIRST     CLASS II
 QD0754
 QD0754.The horizontal coordinates were scaled from a topographic map and have
 QD0754.an estimated accuracy of +/- 6 seconds.
 QD0754
 QD0754.The orthometric height was determined by differential leveling
 QD0754.and adjusted in June 1991.
 QD0754
 QD0754.The geoid height was determined by GEOID03.
 QD0754
 QD0754.The dynamic height is computed by dividing the NAVD 88
 QD0754.geopotential number by the normal gravity value computed on the
 QD0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0754.degrees latitude (g = 980.6199 gals.).
 QD0754
 QD0754.The modeled gravity was interpolated from observed gravity values.
 QD0754
 QD0754;                    North         East    Units  Estimated Accuracy
 QD0754;SPC OR S     -   290,380.    1,439,460.      MT  (+/- 180 meters Scaled)
 QD0754
 QD0754                          SUPERSEDED SURVEY CONTROL
 QD0754
 QD0754  NGVD 29 (??/??/92)  889.644  (m)         2918.77   (f) ADJ UNCH    1 2
 QD0754
 QD0754.Superseded values are not recommended for survey control.
 QD0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0754.See file dsdata.txt to determine how the superseded data were derived.
 QD0754
 QD0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ389042(NAD 83)
 QD0754_MARKER: DR = REFERENCE MARK DISK
 QD0754_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QD0754_SP_SET: SHALLOW-SET PIPE
 QD0754_STAMPING: CLINE FALLS NO 1 1945
 QD0754_MARK LOGO: CGS   
 QD0754_PROJECTION: PROJECTING 12 CENTIMETERS
 QD0754_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0754_ROD/PIPE-DEPTH: 1.3  meters
 QD0754
 QD0754  HISTORY     - Date     Condition        Report By
 QD0754  HISTORY     - 1945     MONUMENTED       CGS
 QD0754  HISTORY     - 1946     GOOD             NGS
 QD0754  HISTORY     - 1987     GOOD             NGS
 QD0754
 QD0754                          STATION DESCRIPTION
 QD0754
 QD0754'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 QD0754'IN CLINE FALLS.
 QD0754'ALONG MCKENZIE HIGHWAY AT CLINE FALLS, ON WEST RIM OF DESCHUTES RIVER
 QD0754'CANYON AT TOP OF HIGHWAY GRADE TO BRIDGE OVER RIVER, AT JUNCTION OF
 QD0754'HIGHWAY AND SIDE ROAD LEADING NORTH ALONG CANYON RIM, 77.8 FEET
 QD0754'SOUTHEAST OF CENTER LINE OF HIGHWAY, 91.5 FEET EAST OF NORTH END OF
 QD0754'GUARD RAIL ALONG HIGHWAY, 3.4 FEET WEST OF WITNESS POST, 37.5 FEET
 QD0754'EAST OF STATION MARK, 49.5 FEET NORTHEAST OF REFERENCE MARK NO. 2.
 QD0754
 QD0754                          STATION RECOVERY (1987)
 QD0754
 QD0754'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QD0754'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  7.0 KM
 QD0754'(4.35 MI) WESTERLY ALONG STATE HIGHWAY 126 FROM ITS JUNCTION WITH 6TH
 QD0754'STREET IN REDMOND, THENCE 0.5 KM (0.30 MI) NORTHERLY ALONG EAGLE
 QD0754'DRIVE, 0.1 KM (0.05 MI) SOUTH OF EAGLE ROAD, AT THE TOP OF A STEEP
 QD0754'GRADE, 37.9 M (124.3 FT) NORTHEAST OF THE CENTER OF A TRACK ROAD
 QD0754'LEADING WEST, 16.9 M (55.4 FT) EAST OF THE CENTERLINE OF THE DRIVE,
 QD0754'AND 11.5 M (37.7 FT) NORTHEAST OF TRIANGULATION STATION MARK CLINE
 QD0754'FALLS 1945.
 QD0754'THE MARK IS ABOVE LEVEL WITH THE DRIVE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0755 ***********************************************************************
 QD0755  DESIGNATION -  CLINE FALLS RM 2
 QD0755  PID         -  QD0755
 QD0755  STATE/COUNTY-  OR/DESCHUTES
 QD0755  USGS QUAD   -  CLINE FALLS (1962)
 QD0755
 QD0755                         *CURRENT SURVEY CONTROL
 QD0755  ___________________________________________________________________
 QD0755* NAD 83(1986)-  44 16 41.     (N)    121 15 30.     (W)     SCALED    
 QD0755* NAVD 88     -       890.742  (meters)    2922.38   (feet)  ADJUSTED  
 QD0755  ___________________________________________________________________
 QD0755  GEOID HEIGHT-         -21.26  (meters)                     GEOID03
 QD0755  DYNAMIC HT  -         890.446 (meters)    2921.40  (feet)  COMP
 QD0755  MODELED GRAV-     980,255.9   (mgal)                       NAVD 88
 QD0755
 QD0755  VERT ORDER  -  SECOND    CLASS 0
 QD0755
 QD0755.The horizontal coordinates were scaled from a topographic map and have
 QD0755.an estimated accuracy of +/- 6 seconds.
 QD0755
 QD0755.The orthometric height was determined by differential leveling
 QD0755.and adjusted in June 1991.
 QD0755
 QD0755.The geoid height was determined by GEOID03.
 QD0755
 QD0755.The dynamic height is computed by dividing the NAVD 88
 QD0755.geopotential number by the normal gravity value computed on the
 QD0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0755.degrees latitude (g = 980.6199 gals.).
 QD0755
 QD0755.The modeled gravity was interpolated from observed gravity values.
 QD0755
 QD0755;                    North         East    Units  Estimated Accuracy
 QD0755;SPC OR S     -   290,380.    1,439,460.      MT  (+/- 180 meters Scaled)
 QD0755
 QD0755                          SUPERSEDED SURVEY CONTROL
 QD0755
 QD0755  NGVD 29 (??/??/92)  889.643  (m)         2918.77   (f) ADJ UNCH    2 0
 QD0755
 QD0755.Superseded values are not recommended for survey control.
 QD0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0755.See file dsdata.txt to determine how the superseded data were derived.
 QD0755
 QD0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ389042(NAD 83)
 QD0755_MARKER: DS = TRIANGULATION STATION DISK
 QD0755_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QD0755_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QD0755_STAMPING: CLINE FALLS NO. 2 1945
 QD0755_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0755
 QD0755  HISTORY     - Date     Condition        Report By
 QD0755  HISTORY     - 1945     MONUMENTED       CGS
 QD0755  HISTORY     - 1946     GOOD             NGS
 QD0755  HISTORY     - 1987     MARK NOT FOUND   NGS
 QD0755
 QD0755                          STATION DESCRIPTION
 QD0755
 QD0755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 QD0755'IN CLINE FALLS.
 QD0755'ALONG MCKENZIE HIGHWAY AT CLINE FALLS, ON WEST RIM OF DESCHUTES RIVER
 QD0755'CANYON AT TOP OF HIGHWAY GRADE TO BRIDGE OVER RIVER, AT JUNCTION OF
 QD0755'HIGHWAY AND SIDE ROAD LEADING NORTH ALONG CANYON RIM, 71.8 FEET
 QD0755'SOUTHEAST OF CENTER LINE OF HIGHWAY, 57 FEET SOUTHEAST OF NORTH END OF
 QD0755'GUARD RAIL ALONG HIGHWAY, 11 FEET NORTHEAST OF SMALL JUNIPER TREE,
 QD0755'30.3 FEET SOUTH OF STATION MARK, 49.5 FEET SOUTHWEST OF REFERENCE MARK
 QD0755'NO. 1.
 QD0755
 QD0755                          STATION RECOVERY (1987)
 QD0755
 QD0755'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QD0755'AFTER A THOROUGH SEARCH NO EVIDENCE OF THE MARK WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3570 ***********************************************************************
 RD3570  DESIGNATION -  CLONIGER
 RD3570  PID         -  RD3570
 RD3570  STATE/COUNTY-  OR/COLUMBIA
 RD3570  USGS QUAD   -  SAUVIE ISLAND (1990)
 RD3570
 RD3570                         *CURRENT SURVEY CONTROL
 RD3570  ___________________________________________________________________
 RD3570* NAD 83(1991)-  45 44 51.84826(N)    122 50 12.43813(W)     ADJUSTED  
 RD3570* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 RD3570  ___________________________________________________________________
 RD3570  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 RD3570  GEOID HEIGHT-         -22.58  (meters)                     GEOID03
 RD3570  HORZ ORDER  -  THIRD
 RD3570
 RD3570.The horizontal coordinates were established by classical geodetic methods
 RD3570.and adjusted by the National Geodetic Survey in October 1991.
 RD3570
 RD3570.The orthometric height was scaled from a topographic map.
 RD3570
 RD3570.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3570
 RD3570.The geoid height was determined by GEOID03.
 RD3570
 RD3570;                    North         East     Units Scale Factor Converg.
 RD3570;SPC OR N     -   233,886.015 2,318,199.044   MT  0.99994565   -1 39 26.0
 RD3570;SPC OR N     -   767,342.57  7,605,639.91   iFT  0.99994565   -1 39 26.0
 RD3570;SPC WA S     -    48,754.766   318,186.680   MT  1.00002050   -1 41 50.8
 RD3570;SPC WA S     -   159,956.26  1,043,917.47   sFT  1.00002050   -1 41 50.8
 RD3570;UTM  10      - 5,066,032.763   512,695.163   MT  0.99960198   +0 07 00.9
 RD3570
 RD3570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3570!SPC OR N     -   1.00000307  x   0.99994565  =   0.99994872
 RD3570!SPC WA S     -   1.00000307  x   1.00002050  =   1.00002357
 RD3570!UTM  10      -   1.00000307  x   0.99960198  =   0.99960505
 RD3570
 RD3570                          SUPERSEDED SURVEY CONTROL
 RD3570
 RD3570  NAD 83(1986)-  45 44 51.86797(N)    122 50 12.43763(W) AD(       ) 3
 RD3570  NAD 27      -  45 44 52.45000(N)    122 50 08.07000(W) AD(       ) 3
 RD3570
 RD3570.Superseded values are not recommended for survey control.
 RD3570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3570.See file dsdata.txt to determine how the superseded data were derived.
 RD3570
 RD3570_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1269566033(NAD 83)
 RD3570
 RD3570  HISTORY     - Date     Condition        Report By
 RD3570  HISTORY     - 1881     MONUMENTED       CGS
 RD3570
 RD3570                          STATION DESCRIPTION
 RD3570
 RD3570'DESCRIBED BY COAST AND GEODETIC SURVEY 1881 (CR)
 RD3570'ABOUT 50 METERS FROM THE WEST BANK OF THE WILLAMETTE SLOUGH ON THE
 RD3570'FARM BELONGING TO MR. CLONIGER AND 172 PACES NORTHEAST OF HIS HOUSE.
 RD3570'
 RD3570'THE STATION IS MARKED BY A BOTTLE BURIED MOUTH UP 3 FEET BELOW
 RD3570'THE SURFACE AND AT THE SURFACE THERE IS A ROCK WITH A DRILL HOLE
 RD3570'FILLED WITH LEAD.
 RD3570'
 RD3570'THERE WERE THREE CEDAR STAKES SET AS FOLLOWS.  NORTH 1.88 METERS,
 RD3570'SOUTH 1.86 METERS, AND EAST 1.85 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0916 ***********************************************************************
 RC0916  DESIGNATION -  CLOVER
 RC0916  PID         -  RC0916
 RC0916  STATE/COUNTY-  OR/HOOD RIVER
 RC0916  USGS QUAD   -  HOOD RIVER (1994)
 RC0916
 RC0916                         *CURRENT SURVEY CONTROL
 RC0916  ___________________________________________________________________
 RC0916* NAD 83(1991)-  45 42 41.79232(N)    121 30 06.90514(W)     ADJUSTED  
 RC0916* NAVD 88     -        30.617  (meters)     100.45   (feet)  ADJUSTED  
 RC0916  ___________________________________________________________________
 RC0916  LAPLACE CORR-           3.34  (seconds)                    DEFLEC99
 RC0916  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 RC0916  DYNAMIC HT  -          30.616 (meters)     100.45  (feet)  COMP
 RC0916  MODELED GRAV-     980,606.1   (mgal)                       NAVD 88
 RC0916
 RC0916  HORZ ORDER  -  SECOND
 RC0916  VERT ORDER  -  FIRST     CLASS II
 RC0916
 RC0916.The horizontal coordinates were established by classical geodetic methods
 RC0916.and adjusted by the National Geodetic Survey in October 1991.
 RC0916
 RC0916.The orthometric height was determined by differential leveling
 RC0916.and adjusted in June 1991.
 RC0916.WARNING-Repeat measurements at this control monument indicate possible
 RC0916.vertical movement.
 RC0916
 RC0916.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC0916
 RC0916.The geoid height was determined by GEOID03.
 RC0916
 RC0916.The dynamic height is computed by dividing the NAVD 88
 RC0916.geopotential number by the normal gravity value computed on the
 RC0916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0916.degrees latitude (g = 980.6199 gals.).
 RC0916
 RC0916.The modeled gravity was interpolated from observed gravity values.
 RC0916
 RC0916;                    North         East     Units Scale Factor Converg.
 RC0916;SPC OR N     -   227,725.238 2,421,992.615   MT  0.99993946   -0 42 38.0
 RC0916;SPC OR N     -   747,130.05  7,946,170.00   iFT  0.99993946   -0 42 38.0
 RC0916;SPC WA S     -    42,541.440   421,985.665   MT  1.00002981   -0 43 40.0
 RC0916;SPC WA S     -   139,571.37  1,384,464.64   sFT  1.00002981   -0 43 40.0
 RC0916;UTM  10      - 5,063,097.389   616,600.812   MT  0.99976715   +1 04 21.0
 RC0916
 RC0916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC0916!SPC OR N     -   0.99999857  x   0.99993946  =   0.99993803
 RC0916!SPC WA S     -   0.99999857  x   1.00002981  =   1.00002838
 RC0916!UTM  10      -   0.99999857  x   0.99976715  =   0.99976572
 RC0916
 RC0916|---------------------------------------------------------------------|
 RC0916| PID    Reference Object                     Distance      Geod. Az  |
 RC0916|                                                           dddmmss.s |
 RC0916| RC0917 CLOVER RM 3                          37.332 METERS 18616     |
 RC0916| RC0918 CLOVER RM 4                          13.380 METERS 24407     |
 RC0916| RC0914 CLOVER RM 2                          16.990 METERS 26540     |
 RC0916| RC1682 BREAK 2                             APPROX. 1.8 KM 2754619.1 |
 RC0916| RC0915 CLOVER RM 1                           8.260 METERS 33757     |
 RC0916|---------------------------------------------------------------------|
 RC0916
 RC0916                          SUPERSEDED SURVEY CONTROL
 RC0916
 RC0916  NAD 83(1986)-  45 42 41.80616(N)    121 30 06.90748(W) AD(       ) 2
 RC0916  NAD 27      -  45 42 42.37500(N)    121 30 02.64900(W) AD(       ) 2
 RC0916  NGVD 29 (??/??/92)   29.66   (m)           97.3    (f) COMPUTED    1 2
 RC0916
 RC0916.Superseded values are not recommended for survey control.
 RC0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0916.See file dsdata.txt to determine how the superseded data were derived.
 RC0916
 RC0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR1660163097(NAD 83)
 RC0916_MARKER: DS = TRIANGULATION STATION DISK
 RC0916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC0916_SP_SET: CONCRETE POST
 RC0916_STAMPING: CLOVER 1957
 RC0916_MARK LOGO: CGS   
 RC0916_PROJECTION: FLUSH
 RC0916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0916+STABILITY: SURFACE MOTION
 RC0916_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RC0916+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2007
 RC0916
 RC0916  HISTORY     - Date     Condition        Report By
 RC0916  HISTORY     - 1957     MONUMENTED       CGS
 RC0916  HISTORY     - 1958     SEE DESCRIPTION  CGS
 RC0916  HISTORY     - 1973     SEE DESCRIPTION  NGS
 RC0916  HISTORY     - 1975     SEE DESCRIPTION  NGS
 RC0916  HISTORY     - 1975     GOOD             NGS
 RC0916  HISTORY     - 1987     GOOD             USPSQD
 RC0916  HISTORY     - 1987     GOOD             NGS
 RC0916  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 RC0916  HISTORY     - 20070326 GOOD             USPSQD
 RC0916
 RC0916                          STATION DESCRIPTION
 RC0916
 RC0916'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JBW)
 RC0916'THE STATION IS LOCATED NEAR THE SOUTH END OF THE HOOD
 RC0916'RIVER-WHITE SALMON TOLL BRIDGE, ABOUT 0.1 MILE SOUTH OF THE
 RC0916'TOLL GATE ON THE BRIDGE AND NEAR THE SOUTHEAST APEX OF THE
 RC0916'TRAINGULAR PLOT OF GROUND FORMED BY THE JUNCTION OF THE ROADS
 RC0916'LEADING ONTO THE BRIDGE AND THE ROAD LEADING TO U.S. HIGHWAY 30
 RC0916'AND STATE HIGHWAY 35.
 RC0916'
 RC0916'TO REACH THE STATION FROM THE VICINITY OF HOOD RIVER PROCEED TO
 RC0916'THE CROSSROADS AT THE SOUTH END OF THE HOOD RIVER-WHITE SALMON
 RC0916'BRIDGE AND THE STATION AT THE NORTH WEST CORNER OF THE CROSSROADS
 RC0916'AND THE SOUTHEAST CORNER OF THE SMALL, TRIANGULAR PLOT OF GROUND.
 RC0916'
 RC0916'THE STATION MARK, A STANDARD DISK STAMPED CLOVER 1957, IS SET IN
 RC0916'THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE
 RC0916'GROUND.  IT IS 56 FEET SOUTHEAST OF THE CENTERLINE OF THE
 RC0916'NORTHEAST-SOUTHWEST ROAD, 53 FEET NORTH OF THE CENTERLINE OF THE
 RC0916'EAST-WEST ROAD, 24.5 FEET WEST OF THE CENTERLINE OF THE
 RC0916'NORTH-SOUTH ROAD AND 6.6 FEET SOUTH OF A POWER LINE POLE.
 RC0916'
 RC0916'REFERENCE MARK 1, A STANDARD DISK STAMPED CLOVER NO 1 1957, IS
 RC0916'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE
 RC0916'GROUND AND NEAR THE CENTER OF THE TRIANGULAR PLOT OF GROUND.  IT
 RC0916'IS 58 FEET NORTH OF THE CENTERLINE OF THE EAST-WEST ROAD, 55 FEET
 RC0916'WEST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD TO THE TOLL BRIDGE
 RC0916'AND 29.5 FEET SOUTHEAST OF THE CENTERLINE OF THE
 RC0916'NORTHEAST-SOUTHWEST ROAD TO THE TOLL BRIDGE.
 RC0916'
 RC0916'REFERENCE MARK 2, A STANDARD DISK STAMPED CLOVER NO 2 1957, IS
 RC0916'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 RC0916'ABOUT 1 INCH ABOVE THE GROUND AND NEAR THE SOUTHWEST APEX OF THE
 RC0916'TRIANGULAR PLOT OF GROUND.  IT IS 30.5 FEET NORTH OF THE
 RC0916'CENTERLINE OF THE EAST-WEST ROAD AND 22 FEET SOUTHEAST OF THE
 RC0916'NORTHEAST-SOUTHWEST ROAD LEADING TO THE TOLL BRIDGE.
 RC0916'
 RC0916'STATION BREAK MAY BE USED FOR AN AZIMUTH.
 RC0916
 RC0916                          STATION RECOVERY (1958)
 RC0916
 RC0916'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LGT)
 RC0916'STATION AND BOTH REFERENCE MARKS RECOVERED IN GOOD
 RC0916'CONDITION.  DISTANCES TO THE REFERENCE MARKS WERE NOT
 RC0916'CHECKED.  THE DESCRIPTION IS CORRECT EXCEPT FOR DISTANCES TO
 RC0916'CENTERLINES IN THE STATION MARK DESCRIPTION.
 RC0916'
 RC0916'THE STATION MARK, A STANDARD DISK STAMPED CLOVER 1957, IS SET
 RC0916'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST FLUSH WITH THE
 RC0916'GROUND.  IT IS 56 FEET SOUTHEAST OF THE CENTERLINE OF THE
 RC0916'NORTHEAST - SOUTHWEST ROAD, 32 FEET NORTH OF THE CENTERLINE OF
 RC0916'THE EAST - WEST ROAD, 42 FEET WEST OF THE CENTERLINE OF THE
 RC0916'NORTH - SOUTH ROAD AND 6.6 FEET SOUTH OF A POWERLINE POLE.
 RC0916
 RC0916                          STATION RECOVERY (1973)
 RC0916
 RC0916'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 RC0916'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  THE REFERENCE
 RC0916'MARKS HAD BEEN DESTROYED.  REFERENCE MARK NO. 3, AND REFERENCE
 RC0916'MARK NO. 4 WERE ESTABLISHED.  A NEW AND COMPLETE DESCRIPTION
 RC0916'FOLLOWS.
 RC0916'
 RC0916'THE STATION MARK, STAMPED CLOVER 1957, IS A STANDARD DISK SET
 RC0916'IN A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH.  IT IS 300
 RC0916'FEET SOUTHWEST OF THE TOLL GATE FOR THE HOOD RIVER TOLL BRIDGE,
 RC0916'300 FEET NORTH OF INTERSTATE 80N, 80 FEET WEST OF THE CENTER OF
 RC0916'THE ROAD LEADING TO THE TOLL BRIDGE, 40 FEET SOUTHEAST OF THE
 RC0916'CENTER OF THE ROAD TO A PORT FACILITY, 11 FEET NORTHEAST OF A
 RC0916'PORTLAND GENERAL ELECTRIC INSTALLATION, AND 1 FOOT WEST OF A
 RC0916'METAL WITNESS POST.  (NOTE 1A AND 7A)
 RC0916'
 RC0916'REFERENCE MARK NO. 3, STAMPED CLOVER 1957 NO 3 1973, IS A
 RC0916'STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT
 RC0916'PROJECTS 5-INCHES, 66 FEET WEST OF THE CENTER OF THE ROAD LEADING
 RC0916'TO THE TOLL BRIDGE, 60 FEET NORTH OF THE CENTER OF THE ROAD
 RC0916'APPROACH TO INTERSTATE 80N, WESTBOUND, 11 FEET SOUTHWEST OF THE
 RC0916'END OF THE RIGHT-OF-WAY FENCE, AND 1 FOOT NORTH OF THE
 RC0916'RIGHT-OF-WAY FENCE LINE.  (NOTE 11A)
 RC0916'
 RC0916'REFERENCE MARK NO. 4, STAMPED CLOVER 1957 NO 4 1973, IS A
 RC0916'STANDARD DISK CEMENTED IN A DRILL HOLE IN THE CONCRETE FOUNDATION
 RC0916'FOR A PORTLAND GENERAL ELECTRIC INSTALLATION, 350 FEET SOUTHWEST
 RC0916'OF THE TOLL GATE TO THE HOOD RIVER TOLL BRIDGE, 30 FEET SOUTHEAST
 RC0916'OF THE CENTER OF THE ROAD TO THE PORT FACILITY, AND AT THE
 RC0916'NORTHWEST CORNER OF THE FOUNDATION.
 RC0916'
 RC0916'TRIANGULATION STATION CITY 1957 MAY BE USED FOR THE AZIMUTH
 RC0916'MARK.  SEE DESCRIPTION THEREOF.
 RC0916'
 RC0916'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RC0916'IN NORTHEAST PART OF HOOD RIVER.
 RC0916
 RC0916                          STATION RECOVERY (1975)
 RC0916
 RC0916'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 RC0916'THE STATION MARK, REFERENCE MARK NO. 3, AND REFERENCE MARK NO. 4
 RC0916'WERE RECOVERED IN GOOD CONDITION.  TRIANGULATION STATION BREAK 2
 RC0916'MAY BE USED FOR THE AZIMUTH MARK.  LANDMARKS HAVE CHANGED.  A NEW
 RC0916'AND COMPLETE DESCRIPTION FOLLOWS.
 RC0916'
 RC0916'THE STATION IS IN THE NORTHEAST PART OF HOOD RIVER, ON PUBLICLY
 RC0916'OWNED PROPERTY.
 RC0916'
 RC0916'TO REACH THE STATION FROM THE HOOD RIVER POST OFFICE GO EAST
 RC0916'ON CASCADE STREET FOR 0.1 MILE TO SECOND STREET, TURN LEFT FOR
 RC0916'0.05 MILE TO THE ENTRANCE TO THE FREEWAY, GO EAST ON INTERSTATE
 RC0916'80N FOR 0.4 MILE TO THE FIRST EXIT, THEN GO NORTH, TOWARD THE TOLL
 RC0916'BRIDGE FOR 0.1 MILE TO THE STATION ON THE LEFT.
 RC0916'
 RC0916'THE STATION MARK, STAMPED CLOVER 1957, IS A STANDARD DISK SET
 RC0916'IN A CONCRETE MONUMENT THAT IS FLUSH, 0.05 MILE SOUTH OF THE
 RC0916'TOLL PLAZA, 81 FEET WEST OF THE CENTER OF THE ROAD TO THE TOLL
 RC0916'PLAZA, 40 FEET SOUTHEAST OF THE CENTER OF THE ROAD TO THE
 RC0916'INFORMATION CENTER, 34 FEET SOUTHWEST OF A LARGE FLAG STAFF,
 RC0916'13 FEET NORTHEAST OF A PACIFIC POWER AND LIGHT CO. FACILITY, AND
 RC0916'1 FOOT WEST OF A METAL WITNESS POST.
 RC0916'
 RC0916'REFERENCE MARK NO. 3, STAMPED CLOVER 1957 NO 3 1973, IS A
 RC0916'STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT
 RC0916'PROJECTS 3-INCHES, 71 FEET WEST OF THE CENTER OF THE ROAD TO THE
 RC0916'TOLL BRIDGE, 50 FEET NORTHWEST OF THE CENTER OF THE APPROACH TO
 RC0916'THE FREEWAY, 11 FEET SOUTHWEST OF THE END OF THE RIGHT-OF-WAY
 RC0916'FENCE, AND 1 FOOT NORTHWEST OF THE FENCE.
 RC0916'
 RC0916'REFERENCE MARK NO. 4, STAMPED CLOVER 1957 NO 4 1973, IS A
 RC0916'STANDARD DISK CEMENTED IN A DRILL HOLE IN THE CONCRETE FOUNDATION
 RC0916'FOR THE PACIFIC POWER AND LIGHT CO. FACILITY, 24 FEET SOUTHEAST
 RC0916'OF THE CENTER OF THE ROAD TO THE INFORMATION CENTER, AND AT THE
 RC0916'NORTHWEST CORNER OF THE FOUNDATION.
 RC0916'
 RC0916'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RC0916'AT HOOD RIVER.
 RC0916
 RC0916                          STATION RECOVERY (1975)
 RC0916
 RC0916'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 RC0916'IN HOOD RIVER.
 RC0916'REACHED FROM THE HOOD RIVER POST OFFICE BY GOING EAST ON CASCADE
 RC0916'STREET FOR 0.1 MILE TO SECOND STREET, TURN LEFT FOR 0.05 MILE TO THE
 RC0916'ENTRANCE TO THE FREEWAY, GO EAST ON INTERSTATE 80N FOR 0.4 MILE TO THE
 RC0916'FIRST EXIT, THEN GO NORTH, TOWARD THE TOLL BRIDGE, FOR 0.1 MILE TO THE
 RC0916'MARK ON THE LEFT, 0.05 MILE SOUTH OF THE TOLL PLAZA, 81 FEET WEST OF
 RC0916'THE CENTER OF THE ROAD TO THE TOLL BRIDGE, 40 FEET SOUTHEAST OF THE
 RC0916'CENTER OF THE ROAD TO THE INFORMATION CENTER, 34 FEET SOUTHWEST OF A
 RC0916'LARGE FLAG STAFF, AND 1 FOOT WEST OF A METAL WITNESS POST SET IN A
 RC0916'CONCRETE MONUMENT THAT IS FLUSH.
 RC0916
 RC0916                          STATION RECOVERY (1987)
 RC0916
 RC0916'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWE)
 RC0916'RECOVERED IN GOOD CONDITION.
 RC0916
 RC0916                          STATION RECOVERY (1987)
 RC0916
 RC0916'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RC0916'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN HOOD RIVER,
 RC0916'ALONG STATE HIGHWAY 35, ON THE NORTH SIDE OF INTERSTATE HIGHWAY 84,
 RC0916'AT A PORTLAND-GENERAL ELECTRIC INSTALLATION, 23.5 M (77.1 FT) WEST OF
 RC0916'THE CENTERLINE OF STATE HIGHWAY 35, 11.12 M (36.5 FT) SOUTH OF THE
 RC0916'CENTERLINE OF A ROAD LEADING WEST TO THE PORT FACILITIES, 10.05 M
 RC0916'(33.0 FT) SOUTHWEST OF A FLAG POLE, 3.35 M (11.0 FT) NORTHEAST OF THE
 RC0916'NORTHEAST CORNER OF ELECTRICAL BOX 300281.
 RC0916'THE MARK IS 0.30 METERS  SW FROM A WITNESS POST.
 RC0916'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
 RC0916
 RC0916                          STATION RECOVERY (1989)
 RC0916
 RC0916'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RC0916'MARK NOT FOUND.
 RC0916
 RC0916                          STATION RECOVERY (2007)
 RC0916
 RC0916'RECOVERY NOTE BY US POWER SQUADRON 2007 (RHH)
 RC0916'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0890 ***********************************************************************
 QC0890  DESIGNATION -  CLOVER
 QC0890  PID         -  QC0890
 QC0890  STATE/COUNTY-  OR/MALHEUR
 QC0890  USGS QUAD   -  DE BORD PEAKS (1990)
 QC0890
 QC0890                         *CURRENT SURVEY CONTROL
 QC0890  ___________________________________________________________________
 QC0890* NAD 83(1991)-  44 08 49.98451(N)    118 00 30.45598(W)     ADJUSTED  
 QC0890* NAVD 88     -      1619.3    (meters)    5313.     (feet)  VERTCON   
 QC0890  ___________________________________________________________________
 QC0890  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 QC0890  GEOID HEIGHT-         -17.58  (meters)                     GEOID03
 QC0890  HORZ ORDER  -  SECOND
 QC0890
 QC0890.The horizontal coordinates were established by classical geodetic methods
 QC0890.and adjusted by the National Geodetic Survey in October 1991.
 QC0890
 QC0890.The NAVD 88 height was computed by applying the VERTCON shift value to
 QC0890.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QC0890
 QC0890.The Laplace correction was computed from DEFLEC99 derived deflections.
 QC0890
 QC0890.The geoid height was determined by GEOID03.
 QC0890
 QC0890;                    North         East     Units Scale Factor Converg.
 QC0890;SPC OR S     -   278,527.103 1,699,320.866   MT  1.00004075   +1 42 16.5
 QC0890;SPC OR S     -   913,802.83  5,575,199.69   iFT  1.00004075   +1 42 16.5
 QC0890;UTM  11      - 4,888,718.612   419,347.674   MT  0.99968000   -0 42 08.8
 QC0890
 QC0890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QC0890!SPC OR S     -   0.99974891  x   1.00004075  =   0.99978965
 QC0890!UTM  11      -   0.99974891  x   0.99968000  =   0.99942899
 QC0890
 QC0890|---------------------------------------------------------------------|
 QC0890| PID    Reference Object                     Distance      Geod. Az  |
 QC0890|                                                           dddmmss.s |
 QC0890| CD6242 CLOVER RM 2                           9.424 METERS 10012     |
 QC0890| PA0653 BULAH                               APPROX.31.6 KM 1925543.5 |
 QC0890| CD6241 CLOVER RM 1                          10.249 METERS 29701     |
 QC0890|---------------------------------------------------------------------|
 QC0890
 QC0890                          SUPERSEDED SURVEY CONTROL
 QC0890
 QC0890  NAD 83(1986)-  44 08 49.98692(N)    118 00 30.44974(W) AD(       ) 2
 QC0890  NAD 27      -  44 08 50.40786(N)    118 00 26.74605(W) AD(       ) 2
 QC0890  NGVD 29 (07/19/86) 1618.1    (m)         5309.     (f) VERT ANG    3  
 QC0890
 QC0890.Superseded values are not recommended for survey control.
 QC0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0890.See file dsdata.txt to determine how the superseded data were derived.
 QC0890
 QC0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ1934888719(NAD 83)
 QC0890_MARKER: Z = SEE DESCRIPTION
 QC0890_SETTING: 0 = UNSPECIFIED SETTING
 QC0890
 QC0890  HISTORY     - Date     Condition        Report By
 QC0890  HISTORY     - 1968     MONUMENTED       USGS
 QC0890
 QC0890                          STATION DESCRIPTION
 QC0890
 QC0890'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (WFM)
 QC0890'LOCATED ABOUT 19 MI. (AIRLINE) SSW. OF IRONSIDE.  18 MI. NW. OF
 QC0890'WESTFALL.  6.5 MI. W. OF THE CLOVER CREEK RANCH.  ON THE HIGHEST
 QC0890'POINT OF A LONE PARTIALLY TIMBERED (JUNIPER) TOP, JUST S. OF
 QC0890'CLOVER CREEK.
 QC0890'
 QC0890'REACHED BY HELICOPTER.
 QC0890'
 QC0890'TO REACH FROM BROGAN, DRIVE W. ON U.S. HIGHWAY 26 FOR 6.8 MI. TO
 QC0890'A T-RD. TO S.  TURN S. AND FOLLOW GRADED RD. S. FOR 13.8 MI. TO
 QC0890'CLOVER CREEK RANCH.  CONTINUE S. ON THE WESTFALL RD. FOR 1.8 MI. TO
 QC0890'A RD. TO W.  TURN RIGHT (W.) AND FOLLOW RD. W. UP A LOW RIDGE FOR
 QC0890'5.9 MI.  TAKE A DIM RD. TO RIGHT (W.) UP RIDGE THEN NORTHERLY
 QC0890'OVER A RIDGE, PAST A SPRING IN A DRAW FOR 2.5 MI. TO A DIM T-RD.
 QC0890'TO N.  TURN RIGHT (N.) AND FOLLOW UP INTO A SADDLE ON AN
 QC0890'E.-W. RIDGE FOR 0.9 MI.  TAKE LEFT FORK AT SADDLE AND CONTINUE
 QC0890'N. FOR 0.4 MI. TO A GATE IN A FENCE CORNER.  LEAVE RD. AND
 QC0890'GO THROUGH GATE AND CONTINUE W. ON TRACKS FOR 0.2 MI. TO
 QC0890'SADDLE.  WORK WAY E. UP RIDGE 0.3 MI. TO HIGHEST POINT AND
 QC0890'STATION (A 4-WHEEL DRIVE WILL GO WITHIN 500 FT. OF STATION).
 QC0890'
 QC0890'STATION MARK--STANDARD USGS TABLET STAMPED CLOVER 1965 CEMENTED
 QC0890'IN DRILL HOLE IN ROCK OUTCROP.
 QC0890'
 QC0890'REFERENCE MARK NO. 1--STANDARD USGS REFERENCE TABLET CEMENTED IN
 QC0890'DRILL HOLE IN ROCK OUTCROP STAMPED NO 1 1965 AND 0.8 FT. BELOW
 QC0890'STATION MARK.
 QC0890'
 QC0890'REFERENCE MARK NO. 2--STANDARD USGS REFERENCE TABLET CEMENTED IN
 QC0890'DRILL HOLE IN ROCK OUTCROP STAMPED NO 2 1965 ABOUT 1.2 FT. BELOW
 QC0890'STATION MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0989 ***********************************************************************
 PC0989  DESIGNATION -  CLOVER
 PC0989  PID         -  PC0989
 PC0989  STATE/COUNTY-  OR/DOUGLAS
 PC0989  USGS QUAD   -  OAK CREEK VALLEY (1987)
 PC0989
 PC0989                         *CURRENT SURVEY CONTROL
 PC0989  ___________________________________________________________________
 PC0989* NAD 83(1991)-  43 15 31.05108(N)    123 14 32.89482(W)     ADJUSTED  
 PC0989* NAVD 88     -       619.4    (meters)    2032.     (feet)  VERTCON   
 PC0989  ___________________________________________________________________
 PC0989  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 PC0989  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 PC0989  HORZ ORDER  -  SECOND
 PC0989
 PC0989.The horizontal coordinates were established by classical geodetic methods
 PC0989.and adjusted by the National Geodetic Survey in October 1991.
 PC0989
 PC0989.The NAVD 88 height was computed by applying the VERTCON shift value to
 PC0989.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PC0989
 PC0989.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC0989
 PC0989.The geoid height was determined by GEOID03.
 PC0989
 PC0989;                    North         East     Units Scale Factor Converg.
 PC0989;SPC OR S     -   180,484.068 1,277,379.461   MT  0.99989584   -1 52 34.5
 PC0989;SPC OR S     -   592,139.33  4,190,877.50   iFT  0.99989584   -1 52 34.5
 PC0989;UTM  10      - 4,789,563.885   480,319.695   MT  0.99960476   -0 09 58.2
 PC0989
 PC0989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC0989!SPC OR S     -   0.99990657  x   0.99989584  =   0.99980242
 PC0989!UTM  10      -   0.99990657  x   0.99960476  =   0.99951137
 PC0989
 PC0989|---------------------------------------------------------------------|
 PC0989| PID    Reference Object                     Distance      Geod. Az  |
 PC0989|                                                           dddmmss.s |
 PC0989| PC0986 SCOTT MOUNTAIN LOOKOUT TOWER                       04844     |
 PC0989| PC0999 DODSON                                             18026     |
 PC0989| CD9221 CLOVER RM 1                           5.474 METERS 21150     |
 PC0989| CD9222 CLOVER RM 2                           6.904 METERS 29153     |
 PC0989| CD9220 CLOVER AZ MK 2                                     31827     |
 PC0989| CD9219 CLOVER AZ MK                                       3182732.5 |
 PC0989|---------------------------------------------------------------------|
 PC0989
 PC0989                          SUPERSEDED SURVEY CONTROL
 PC0989
 PC0989  NAD 83(1986)-  43 15 31.04983(N)    123 14 32.91650(W) AD(       ) 2
 PC0989  NAD 27      -  43 15 31.63000(N)    123 14 28.67500(W) AD(       ) 2
 PC0989  NGVD 29 (07/19/86)  618.3    (m)         2029.     (f) VERT ANG    3  
 PC0989
 PC0989.Superseded values are not recommended for survey control.
 PC0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0989.See file dsdata.txt to determine how the superseded data were derived.
 PC0989
 PC0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN8032089564(NAD 83)
 PC0989_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PC0989_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PC0989_SP_SET: METAL PIPE IMBEDDED IN GROUND
 PC0989_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PC0989
 PC0989  HISTORY     - Date     Condition        Report By
 PC0989  HISTORY     - 1953     MONUMENTED       CGS
 PC0989  HISTORY     - 1971     GOOD             NGS
 PC0989  HISTORY     - 1971     GOOD             OR-019
 PC0989  HISTORY     - 1980     GOOD             OR-019
 PC0989
 PC0989                          STATION DESCRIPTION
 PC0989
 PC0989'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 PC0989'THE STATION IS LOCATED ABOUT 6.5 MILES NORTHEAST OF ROSEBURG AND
 PC0989'6.5 MILES SOUTHEAST OF WILBUR ON THE TOP OF A PROMINENT, BARE HILL
 PC0989'THAT IS THE PROPERTY OF FRANK STRADER.
 PC0989'
 PC0989'TO REACH THE STATION FROM THE POST OFFICE IN ROSEBURG, GO NORTH
 PC0989'ON U.S. HIGHWAY 99 FOR 0.4 MILE TO A ROAD RIGHT.  (NORTH UMPQUA
 PC0989'ROAD).  TURN RIGHT, GO EASTERLY 3.2 MILES TO A ROAD LEFT.
 PC0989'(SUNSHINE ROAD).  TURN LEFT, GO 2.5 MILES OVER SUMMIT OF RIDGE TO A
 PC0989'ROAD RIGHT.  TURN RIGHT, GO 1.9 MILES TO A ROAD SHARP RIGHT
 PC0989'IN A SADDLE.  CONTINUE STRAIGHT AHEAD 1.35 MILES TO A ROAD
 PC0989'SHARP LEFT.  TURN LEFT, GO 0.1 MILE TO A ROAD RIGHT.
 PC0989'CONTINUE STRAIGHT AHEAD 0.2 MILE TO BASE OF HILL AND END OF
 PC0989'TRUCK TRAVEL.  WALK SOUTHERLY UP STEEP SLOPE TO TOP OF HILL
 PC0989'AND STATION.  A 10 MINUTE PACK.
 PC0989'
 PC0989'THE STATION MARK IS STAMPED CLOVER 1953.  IT IS A STANDARD DISK
 PC0989'CEMENTED IN THE TOP OF AN IRON PIPE THAT PROJECTS 4 INCHES AND IS
 PC0989'5 FEET SOUTH OF A WHITE WITNESS POST.
 PC0989'
 PC0989'REFERENCE MARK 1 IS STAMPED CLOVER NO 1 1953.  IT IS A STANDARD
 PC0989'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 3 INCHES.
 PC0989'
 PC0989'REFERENCE MARK 2 IS STAMPED CLOVER NO 2 1953.  IT IS A STANDARD
 PC0989'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 3 INCHES.
 PC0989'
 PC0989'THE AZIMUTH MARK IS STAMPED CLOVER 1953.  IT IS A STANDARD DISK
 PC0989'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 3 INCHES.  IT IS
 PC0989'28 FEET NORTHEAST OF A WIRE FENCE AND 8 FEET NORTHWEST OF A GROUP
 PC0989'OF FOUR TREES.
 PC0989'
 PC0989'TO REACH THE AZIMUTH MARK FROM THE LAST ROAD RIGHT MENTIONED
 PC0989'ABOVE, TURN RIGHT AND GO 0.3 MILE TO FENCE AND MARK ON RIGHT.
 PC0989'
 PC0989'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 PC0989
 PC0989                          STATION RECOVERY (1971)
 PC0989
 PC0989'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 PC0989'THE STATION MARK, AND REFERENCE MARK NO. 1 WERE RECOVERED IN GOOD
 PC0989'CONDITION.  REFERENCE MARK NO. 2 WAS LOOSE, AND COULD BE LIFTED
 PC0989'OUT OF THE DRILL HOLE.  THE DRILL HOLE WAS CLEANED OUT, AND THE
 PC0989'SAME DISK, WITHOUT BEING RE-STAMPED, WAS RESET IN THE SAME DRILL
 PC0989'HOLE.  ADDITIONAL CEMENT WAS PLACED AROUND REFERENCE MARK NO. 1
 PC0989'TO MAKE IT MORE SECURE.  THE LOCATION OF THE ORIGINAL AZIMUTH
 PC0989'MARK WAS FOUND, THE DISK HAD BEEN DESTROYED.  A NEW AZIMUTH MARK
 PC0989'WAS ESTABLISHED IN THE SAME BOULDER.  A NEW AND COMPLETE
 PC0989'DESCRIPTION FOLLOWS.
 PC0989'
 PC0989'THE STATION IS 9 MILES SOUTHEAST OF SOUTHERLIN, AND 6 MILES
 PC0989'NORTHEAST OF ROSEBURG IN THE SOUTHWEST 1/4 SECTION 36, TOWNSHIP
 PC0989'26 S, RANGE 5 W, ON PASTURE LAND OWNED BY MR. HOWARD HENDERLONG.
 PC0989'
 PC0989'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 99, AND
 PC0989'STATE HIGHWAY 138, IN NORTH CENTRAL ROSEBURG, GO EAST ON STATE
 PC0989'HIGHWAY 138 FOR 3.3 MILES TO SUNSHINE ROAD ON THE LEFT, TURN LEFT,
 PC0989'AND GO NORTH ON SUNSHINE ROAD FOR 4.4 MILES TO A CATTLE GUARD,
 PC0989'AND DRIVEWAY ON THE RIGHT, TURN RIGHT, AND GO EAST ON THE
 PC0989'DRIVEWAY FOR 0.1 MILE TO MR. HENDERLONGS RESIDENCE, AND THE END
 PC0989'OF TRUCK TRAVEL.  IN DRY WEATHER IT COULD BE POSSIBLE TO DRIVE A
 PC0989'4-WHEEL DRIVE VEHICLE CLOSER TO THE STATION.  PACK EASTERLY
 PC0989'ACROSS THE PASTURE FOR 1/2 MILE TO A BOARD GATE IN THE
 PC0989'NORTH-SOUTH FENCE LINE, PASS THRU THE GATE, AND FOLLOW THE JEEP
 PC0989'MOUNTAIN ROAD SOUTH-SOUTHEAST FOR 1 MILE TO A GATE IN THE
 PC0989'WOVEN WIRE FENCE, PASS THRU THE GATE, AND CONTINUE
 PC0989'SOUTHERLY UP THE STEEP HILL FOR 1/2 MILE TO THE HIGHEST PART,
 PC0989'AND STATION.  LENGTH OF PACK IS 1-1/2 HOURS.
 PC0989'
 PC0989'THE STATION MARK, STAMPED CLOVER 1953, IS A STANDARD DISK SET IN
 PC0989'CONCRETE IN A 4-INCH PIPE THAT PROJECTS 3 INCHES.  IT IS ON THE
 PC0989'HIGHEST PART OF THE HILL, AND 2 FEET SOUTH OF A METAL WITNESS POST.
 PC0989'
 PC0989'REFERENCE MARK NO. 1, STAMPED CLOVER NO 1 1953, IS A STANDARD
 PC0989'DISK CEMENTED IN A DRILL HOLE IN A 1 BY 1 FOOT BOULDER THAT PROJECTS
 PC0989'3 INCHES, 20 FEET SOUTHWEST OF THE WITNESS POST, AND 1 FOOT LOWER
 PC0989'THAN THE STATION.
 PC0989'
 PC0989'REFERENCE MARK NO. 2, STAMPED CLOVER NO 2 1953, IS A STANDARD
 PC0989'DISK CEMENTED IN A DRILL HOLE IN A 1 BY 1-1/2 FOOT BOULDER THAT
 PC0989'PROJECTS 3 INCHES, 23 FEET WEST OF THE WITNESS POST, AND 2 FEET
 PC0989'LOWER THAN THE STATION.
 PC0989'
 PC0989'THE DISTANCE BETWEEN R.M. NO. 1, AND R.M. NO. 2 IS 26.35 FEET OR
 PC0989'8.031 METERS.
 PC0989'
 PC0989'TO REACH THE AZIMUTH MARK FROM THE STATION HIKE NORTHWEST DOWN THE
 PC0989'STEEP SLOPE FOR 0.35 MILE TO THE T FENCE CORNER, AND THE AZIMUTH
 PC0989'MARK.
 PC0989'
 PC0989'THE AZIMUTH MARK, STAMPED CLOVER 1953 1971, IS A STANDARD DISK
 PC0989'CEMENTED IN A DRILL HOLE IN A 1-1/2 BY 3 FOOT BOULDER THAT PROJECTS
 PC0989'2 INCHES, 52 FEET NORTHEAST OF THE T FENCE CORNER, 47 FEET
 PC0989'NORTH-NORTHEAST OF A FENCE, AND 2.5 FEET SOUTHEAST OF A METAL
 PC0989'WITNESS POST.
 PC0989'
 PC0989'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PC0989'6 MILES NORTHEAST OF ROSEBURG.
 PC0989
 PC0989                          STATION RECOVERY (1971)
 PC0989
 PC0989'RECOVERY NOTE BY DOUGLAS COUNTY OREGON 1971
 PC0989'FOUND AS DESCRIBED AND MARKED AS RECOVERED BY L. F. S. 1971.
 PC0989'GOOD CONDITION.
 PC0989'
 PC0989'T. 26 S., R 5 W., SEC. 36.
 PC0989'
 PC0989'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES
 PC0989'NORTHEAST OF ROSEBURG.
 PC0989'
 PC0989'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 PC0989
 PC0989                          STATION RECOVERY (1980)
 PC0989
 PC0989'RECOVERY NOTE BY DOUGLAS COUNTY OREGON 1980 (LEM)
 PC0989'SEE 1971 RECOVERY BY L.F.S..
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0917 ***********************************************************************
 RC0917  DESIGNATION -  CLOVER RM 3
 RC0917  PID         -  RC0917
 RC0917  STATE/COUNTY-  OR/HOOD RIVER
 RC0917  USGS QUAD   -  HOOD RIVER (1994)
 RC0917
 RC0917                         *CURRENT SURVEY CONTROL
 RC0917  ___________________________________________________________________
 RC0917* NAD 83(1986)-  45 42 39.     (N)    121 30 10.     (W)     SCALED    
 RC0917* NAVD 88     -        27.411  (meters)      89.93   (feet)  ADJUSTED  
 RC0917  ___________________________________________________________________
 RC0917  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 RC0917  DYNAMIC HT  -          27.411 (meters)      89.93  (feet)  COMP
 RC0917  MODELED GRAV-     980,606.0   (mgal)                       NAVD 88
 RC0917
 RC0917  VERT ORDER  -  FIRST     CLASS II
 RC0917
 RC0917.The horizontal coordinates were scaled from a topographic map and have
 RC0917.an estimated accuracy of +/- 6 seconds.
 RC0917
 RC0917.The orthometric height was determined by differential leveling
 RC0917.and adjusted in June 1991.
 RC0917
 RC0917.The geoid height was determined by GEOID03.
 RC0917
 RC0917.The dynamic height is computed by dividing the NAVD 88
 RC0917.geopotential number by the normal gravity value computed on the
 RC0917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0917.degrees latitude (g = 980.6199 gals.).
 RC0917
 RC0917.The modeled gravity was interpolated from observed gravity values.
 RC0917
 RC0917;                    North         East    Units  Estimated Accuracy
 RC0917;SPC OR N     -   227,640.    2,421,930.      MT  (+/- 180 meters Scaled)
 RC0917
 RC0917                          SUPERSEDED SURVEY CONTROL
 RC0917
 RC0917.No superseded survey control is available for this station.
 RC0917
 RC0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR165630(NAD 83)
 RC0917_MARKER: DR = REFERENCE MARK DISK
 RC0917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC0917_SP_SET: CONCRETE POST
 RC0917_STAMPING: CLOVER 1957 NO 3 1973
 RC0917_MARK LOGO: NGS   
 RC0917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0917+STABILITY: SURFACE MOTION
 RC0917_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RC0917+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2007
 RC0917
 RC0917  HISTORY     - Date     Condition        Report By
 RC0917  HISTORY     - 1973     MONUMENTED       NGS
 RC0917  HISTORY     - 1975     GOOD             NGS
 RC0917  HISTORY     - 1987     GOOD             NGS
 RC0917  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 RC0917  HISTORY     - 20070326 GOOD             USPSQD
 RC0917
 RC0917                          STATION DESCRIPTION
 RC0917
 RC0917'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 RC0917'IN HOOD RIVER.
 RC0917'REACHED FROM THE HOOD RIVER POST OFFICE BY GOING EAST ON CASCADE
 RC0917'STREET FOR 0.1 MILE TO SECOND STREET, TURN LEFT FOR 0.05 MILE TO THE
 RC0917'ENTRANCE TO THE FREEWAY, GO EAST ON INTERSTATE 80N FOR 0.4 MILE TO THE
 RC0917'FIRST EXIT, THEN GO NORTH, TOWARD THE TOLL BRIDGE, FOR 0.1 MILE TO THE
 RC0917'MARK ON THE LEFT, 71 FEET WEST OF THE CENTER OF THE ROAD TO THE TOLL
 RC0917'BRIDGE, 50 FEET NORTHWEST OF THE CENTER OF THE APPROACH TO THE
 RC0917'FREEWAY, 11 FEET SOUTHWEST OF THE END OF THE RIGHT-OF-WAY FENCE, AND 1
 RC0917'FOOT NORTHWEST OF THE FENCE, SET IN A 10-INCH SQUARE CONCRETE MONUMENT
 RC0917'THAT PROJECTS 3-INCHES.
 RC0917
 RC0917                          STATION RECOVERY (1987)
 RC0917
 RC0917'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RC0917'RECOVERED IN GOOD CONDITION.
 RC0917
 RC0917                          STATION RECOVERY (1989)
 RC0917
 RC0917'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RC0917'MARK NOT FOUND.
 RC0917
 RC0917                          STATION RECOVERY (2007)
 RC0917
 RC0917'RECOVERY NOTE BY US POWER SQUADRON 2007 (LMH)
 RC0917'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0918 ***********************************************************************
 RC0918  DESIGNATION -  CLOVER RM 4
 RC0918  PID         -  RC0918
 RC0918  STATE/COUNTY-  OR/HOOD RIVER
 RC0918  USGS QUAD   -  HOOD RIVER (1994)
 RC0918
 RC0918                         *CURRENT SURVEY CONTROL
 RC0918  ___________________________________________________________________
 RC0918* NAD 83(1986)-  45 42 40.     (N)    121 30 07.     (W)     SCALED    
 RC0918* NAVD 88     -        30.455  (meters)      99.92   (feet)  ADJUSTED  
 RC0918  ___________________________________________________________________
 RC0918  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 RC0918  DYNAMIC HT  -          30.455 (meters)      99.92  (feet)  COMP
 RC0918  MODELED GRAV-     980,606.3   (mgal)                       NAVD 88
 RC0918
 RC0918  VERT ORDER  -  FIRST     CLASS II
 RC0918
 RC0918.The horizontal coordinates were scaled from a topographic map and have
 RC0918.an estimated accuracy of +/- 6 seconds.
 RC0918
 RC0918.The orthometric height was determined by differential leveling
 RC0918.and adjusted in June 1991.
 RC0918
 RC0918.The geoid height was determined by GEOID03.
 RC0918
 RC0918.The dynamic height is computed by dividing the NAVD 88
 RC0918.geopotential number by the normal gravity value computed on the
 RC0918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0918.degrees latitude (g = 980.6199 gals.).
 RC0918
 RC0918.The modeled gravity was interpolated from observed gravity values.
 RC0918
 RC0918;                    North         East    Units  Estimated Accuracy
 RC0918;SPC OR N     -   227,670.    2,421,990.      MT  (+/- 180 meters Scaled)
 RC0918
 RC0918                          SUPERSEDED SURVEY CONTROL
 RC0918
 RC0918.No superseded survey control is available for this station.
 RC0918
 RC0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR166630(NAD 83)
 RC0918_MARKER: DR = REFERENCE MARK DISK
 RC0918_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 RC0918_SP_SET: FOUNDATION
 RC0918_STAMPING: CLOVER 1957 NO 4 1973
 RC0918_MARK LOGO: NGS   
 RC0918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0918+STABILITY: SURFACE MOTION
 RC0918
 RC0918  HISTORY     - Date     Condition        Report By
 RC0918  HISTORY     - 1973     MONUMENTED       NGS
 RC0918  HISTORY     - 1975     GOOD             NGS
 RC0918  HISTORY     - 1987     GOOD             NGS
 RC0918  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 RC0918  HISTORY     - 20070326 MARK NOT FOUND   USPSQD
 RC0918
 RC0918                          STATION DESCRIPTION
 RC0918
 RC0918'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 RC0918'IN HOOD RIVER.
 RC0918'REACHED FROM THE HOOD RIVER POST OFFICE BY GOING EAST ON CASCADE
 RC0918'STREET FOR 0.1 MILE TO SECOND STREET, TURN LEFT FOR 0.05 MILE TO THE
 RC0918'ENTRANCE TO THE FREEWAY, GO EAST ON INTERSTATE 80N FOR 0.4 MILE TO THE
 RC0918'FIRST EXIT, THEN GO NORTH, TOWARD THE TOLL BRIDGE FOR 0.1 MILE TO THE
 RC0918'MARK ON THE LEFT, 120 FEET WEST OF THE CENTER OF THE ROAD TO THE TOLL
 RC0918'BRIDGE, 43.90 FEET SOUTHWEST OF TRIANGULATION STATION CLOVER 1957, 24
 RC0918'FEET SOUTHEAST OF THE CENTER OF THE ROAD TO THE INFORMATION CENTER,
 RC0918'AND AT THE NORTHWEST CORNER OF THE FOUNDATION FOR THE P.P. AND L.
 RC0918'FACILITY.
 RC0918
 RC0918                          STATION RECOVERY (1987)
 RC0918
 RC0918'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RC0918'RECOVERED IN GOOD CONDITION.
 RC0918
 RC0918                          STATION RECOVERY (1989)
 RC0918
 RC0918'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RC0918'MARK NOT FOUND.
 RC0918
 RC0918                          STATION RECOVERY (2007)
 RC0918
 RC0918'RECOVERY NOTE BY US POWER SQUADRON 2007 (RHH)
 RC0918'P.P. AND L. FACILITY WITH FOUNDATION HAS BEEN REMOVED.  MARK SET IN
 RC0918'FOUNDATION LIKELY REMOVED AT THE SAME TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0913 ***********************************************************************
 PC0913  DESIGNATION -  CLOVERDALE
 PC0913  PID         -  PC0913
 PC0913  STATE/COUNTY-  OR/LANE
 PC0913  USGS QUAD   -  JASPER (1986)
 PC0913
 PC0913                         *CURRENT SURVEY CONTROL
 PC0913  ___________________________________________________________________
 PC0913* NAD 83(1991)-  43 54 50.52582(N)    122 57 32.12018(W)     ADJUSTED  
 PC0913* NAVD 88     -       243.0    (meters)     797.     (feet)  VERTCON   
 PC0913  ___________________________________________________________________
 PC0913  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 PC0913  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 PC0913  HORZ ORDER  -  SECOND
 PC0913
 PC0913.The horizontal coordinates were established by classical geodetic methods
 PC0913.and adjusted by the National Geodetic Survey in October 1991.
 PC0913
 PC0913.The NAVD 88 height was computed by applying the VERTCON shift value to
 PC0913.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PC0913
 PC0913.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC0913
 PC0913.The geoid height was determined by GEOID03.
 PC0913
 PC0913;                    North         East     Units Scale Factor Converg.
 PC0913;SPC OR S     -   252,551.303 1,302,527.136   MT  0.99997929   -1 40 56.2
 PC0913;SPC OR S     -   828,580.39  4,273,382.99   iFT  0.99997929   -1 40 56.2
 PC0913;UTM  10      - 4,862,325.784   503,298.122   MT  0.99960013   +0 01 42.6
 PC0913
 PC0913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC0913!SPC OR S     -   0.99996555  x   0.99997929  =   0.99994484
 PC0913!UTM  10      -   0.99996555  x   0.99960013  =   0.99956569
 PC0913
 PC0913|---------------------------------------------------------------------|
 PC0913| PID    Reference Object                     Distance      Geod. Az  |
 PC0913|                                                           dddmmss.s |
 PC0913| CD9223 CLOVERDALE RM 1                      28.059 METERS 11123     |
 PC0913| CD9225 CLOVERDALE RM 2                                    15207     |
 PC0913| CD9224 CLOVERDALE RM 2 RESET                15.660 METERS 20836     |
 PC0913| PC0926 CAMAS                               APPROX. 9.1 KM 2921657.0 |
 PC0913| QE2207 EUGENE KVAL TV TOWER                APPROX.16.0 KM 3075655.1 |
 PC0913| QE2206 EUGENE SOUTH MICROWAVE TOWER        APPROX.15.3 KM 3090322.8 |
 PC0913| PC0916 CLOVERDALE AZ MK                    APPROX. 1.2 KM 3310636.6 |
 PC0913|---------------------------------------------------------------------|
 PC0913
 PC0913                          SUPERSEDED SURVEY CONTROL
 PC0913
 PC0913  NAD 83(1986)-  43 54 50.54020(N)    122 57 32.14531(W) AD(       ) 2
 PC0913  NAD 27      -  43 54 51.08800(N)    122 57 27.86000(W) AD(       ) 2
 PC0913  NGVD 29 (07/19/86)  241.9    (m)          794.     (f) VERT ANG    3  
 PC0913
 PC0913.Superseded values are not recommended for survey control.
 PC0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0913.See file dsdata.txt to determine how the superseded data were derived.
 PC0913
 PC0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP0329862326(NAD 83)
 PC0913_MARKER: DD = SURVEY DISK
 PC0913_SETTING: 66 = SET IN ROCK OUTCROP
 PC0913
 PC0913  HISTORY     - Date     Condition        Report By
 PC0913  HISTORY     - 1940     MONUMENTED       USE
 PC0913  HISTORY     - 1953     GOOD             CGS
 PC0913  HISTORY     - 1969     GOOD             CGS
 PC0913  HISTORY     - 1980     GOOD             NGS
 PC0913
 PC0913                          STATION DESCRIPTION
 PC0913
 PC0913'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 PC0913'THE STATION IS LOCATED ABOUT 3.25 MILES EAST-SOUTHEAST OF
 PC0913'CRESWELL AND 1.0 MILE SOUTHEAST OF THE CLOVERDALE CHURCH IN A
 PC0913'PASTURE ON THE WEST SLOPE OF A GRASSY HILL.
 PC0913'
 PC0913'TO REACH THE STATION FROM THE RAILROAD STATION IN
 PC0913'CRESWELL.  GO EAST ON A PAVED ROAD FOR 1.4 MILES TO A FORK JUST
 PC0913'AFTER CROSSING A BRIDGE OVER THE COAST FORK WILLAMETTE
 PC0913'RIVER.  TAKE LEFT FORK AND GO NORTHEAST ON A GRAVELED ROAD FOR
 PC0913'0.8 MILE TO A FORK.  TAKE THE LEFT FORK AND GO NORTHEAST ON
 PC0913'GRAVELED ROAD FOR 1.2 MILES TO A T-ROAD RIGHT JUST AFTER
 PC0913'PASSING THE CLOVERDALE CHURCH.  TURN RIGHT AND GO SOUTH ON THE
 PC0913'EAST SIDE OF THE CHURCH FOR 0.1 MILE TO A FORK.  TAKE THE LEFT
 PC0913'FORK AND GO EAST FOR 0.5 MILE TO A WIRE GATE ON THE
 PC0913'RIGHT.  PASS THROUGH THE GATE AND GO SOUTHEAST THROUGH A
 PC0913'PASTURE FOR 0.5 MILE TO THE STATION.
 PC0913'
 PC0913'THE STATION IS 500 FEET WEST OF THE TIMBERLINE.  400 FEET WEST
 PC0913'OF THE SUMMIT OF THE HILL AND 6 FEET NORTH OF A 4 IN X 4 IN
 PC0913'WHITE WITNESS POST.  IT IS A STANDARD U.S. ARMY ENGINEERS DISK
 PC0913'SET IN CONCRETE IN A DRILL HOLE IN A BOULDER THAT IS FLUSH WITH
 PC0913'THE SURFACE OF THE GROUND.  IT IS STAMPED CLOVERDALE 1940.
 PC0913'
 PC0913'REFERENCE MARK 1 IS A STANDARD U.S. ARMY ENGINEERS DISK SET IN
 PC0913'CONCRETE IN A DRILL HOLE IN A BOULDER PROJECTING 12 INCHES.  IT
 PC0913'IS STAMPED CLOVERDALE RM 1 1940.
 PC0913'
 PC0913'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CLOVERDALE NO 2
 PC0913'1940, SET IN CONCRETE PROJECTING 6 INCHES.
 PC0913
 PC0913                          STATION RECOVERY (1969)
 PC0913
 PC0913'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (FLI)
 PC0913'STATION IS SITUATED ON A CLEARED PORTION OF A GENTLY SLOPING HILL
 PC0913'ABOUT THREE MILES SOUTHEAST OF CRESWELL.
 PC0913'
 PC0913'TO REACH FROM CRESWELL, GO EAST TO CLOVERDALE SCHOOL THENCE SOUTHEAST
 PC0913'ALONG ROAD 0.9 MILE TO SUMMIT.  STATION IS 0.3 MILE SOUTHWEST FROM
 PC0913'ROAD ON CREST OF HILL ABOUT 500 FEET WEST OF TIMBERLINE AND IS A
 PC0913'STANDARD DISK STAMPED CLOVERDALE - 1940 SET IN ROCK.
 PC0913
 PC0913                          STATION RECOVERY (1980)
 PC0913
 PC0913'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 PC0913'THE STATION, REFERENCE MARK 1 USE AND REFERENCE MARK 2 WERE RECOVERED
 PC0913'IN GOOD CONDITION.  ANOTHER REFERENCE MARK SET BY THE USE WAS
 PC0913'FOUND.  THIS MARK WAS PROBABLY MISSED BY THE PARTY IN 1953.  THIS
 PC0913'MARK WAS TURNED IN AND ALSO AN AZIMUTH MARK WAS SET AT THIS TIME.
 PC0913'
 PC0913'THE STATION IS LOCATED ABOUT 3-1/4 MILES EAST-SOUTHEAST OF CRESWELL
 PC0913'AND 1 MILE SOUTHEAST OF CLOVERDALE IN A PASTURE ON THE WEST SLOPE OF
 PC0913'A GRASSY HILL.  IT IS ON PROPERTY OWNED BY K. CORNELIUS, AT 83056
 PC0913'RODGERS RD - CRESWELL, 97426.
 PC0913'
 PC0913'TO REACH THE STATION FROM THE POST OFFICE IN CRESWELL GO NORTH ON
 PC0913'HIGHWAY 99 0.05 MILE, TURN RIGHT ON E OREGON AVE AND GO 2.95 MILE,
 PC0913'TURN RIGHT ON DANSTROM ROAD AND GO 0.1 MILE, TURN RIGHT ON ROGERS
 PC0913'ROAD AND GO 0.8 MILE.  TURN RIGHT ON PRIVATE LANE AND GO 0.35 MILE TO
 PC0913'CORNELIUS RESIDENCE.  THE MARK IS ABOUT 600 FEET SOUTH-SOUTHEAST OF
 PC0913'THIS POINT.
 PC0913'
 PC0913'THE STATION IS A STANDARD US ARMY CORPS OF ENGINEERS DISK STAMPED
 PC0913'---CLOVERDALE 1940---SET INTO THE TOP OF A PARTIALLY EXPOSED BOULDER
 PC0913'OF 0.6 METER (2 FEET) LARGEST DIMENSION LOCATED 182.9 METERS (600
 PC0913'FEET) ENE FROM THE CORNELIUS RESIDENCE, 35.1 METERS (115 FEET) ENE
 PC0913'FROM A FENCE, AND 0.9 METER (3 FEET) WNW FROM A METAL WITNESS POST.
 PC0913'
 PC0913'REFERENCE MARK NO. 1 IS A STANDARD US ARMY CORPS OF ENGINEERS DISK
 PC0913'STAMPED---CLOVERDALE RM 1 1940---SET INTO THE TOP OF A PARTIALLY
 PC0913'EXPOSED BOULDER OF 0.3 METER (1 FOOT) LARGEST DIMENSION LOCATED 45.7
 PC0913'METERS (150 FEET) ENE FROM A FENCE LINE.
 PC0913'
 PC0913'REFERENCE MARK NO. 2 IS A STANDARD US ARMY CORPS OF ENGINEERS DISK
 PC0913'STAMPED---CLOVERDALE RM 2 1940---SET INTO ROCK OUTCROP SET INTO
 PC0913'ROCK OUTCROP ABOUT 2 FEET HIGH.  IT IS IN THE LARGEST ROCK OUTCROP IN
 PC0913'THE FIELD AND IS LOCATED 45.7 METERS (150 FEET) S FROM THE TREE LINE
 PC0913'AND 1.8 METERS (6 FEET) HIGHER THAN THE STATION.
 PC0913'
 PC0913'REFERENCE MARK NO. 2 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 PC0913'NOS) DISK STAMPED---CLOVERDALE NO 2 1940---SET INTO THE TOP OF A
 PC0913'ROUND CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER PROJECTING 5 CM
 PC0913'(2 INCHES) ABOVE THE GROUND LOCATED 14.6 METERS (48 FEET) S FROM A
 PC0913'METAL WITNESS POST AND 0.3 METER (1 FOOT) HIGHER THAN THE STATION.
 PC0913'
 PC0913'AZIMUTH MARK NO. 1 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 PC0913'STAMPED---CLOVERDALE USE 1953 1980---SET INTO THE TOP OF A ROUND
 PC0913'CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER PROJECTING 5 CM (2
 PC0913'INCHES) ABOVE THE GROUND LOCATED 10.36 METERS (34.0 FEET) S FROM THE
 PC0913'CENTERLINE OF ROGERS ROAD, 4.42 METERS (14.5 FEET) E FROM THE
 PC0913'CENTERLINE OF A PRIVATE LANE, 2.62 METERS (8.6 FEET) S FROM A FENCE
 PC0913'CORNER, 0.61 METER (2.0 FEET) NNE FROM A METAL WITNESS POST, AND 0.18
 PC0913'METER (0.6 FOOT) E FROM A BOARD FENCE.
 PC0913'
 PC0913'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF DANSTROM ROAD AND
 PC0913'ROGERS ROAD GO SOUTH ON ROGERS ROAD FOR 0.05 MILE TO WHERE ROGERS
 PC0913'ROAD MAKES A SHARP BEND EAST AND THE AZIMUTH MARK ON THE EAST SIDE OF
 PC0913'A PRIVATE DRIVE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1588 ***********************************************************************
 QD1588  DESIGNATION -  CLYDE
 QD1588  PID         -  QD1588
 QD1588  STATE/COUNTY-  OR/JEFFERSON
 QD1588  USGS QUAD   -  MADRAS WEST (1992)
 QD1588
 QD1588                         *CURRENT SURVEY CONTROL
 QD1588  ___________________________________________________________________
 QD1588* NAD 83(1991)-  44 43 21.36214(N)    121 14 30.07038(W)     ADJUSTED  
 QD1588* NAVD 88     -       472.2    (meters)    1549.     (feet)  VERTCON   
 QD1588  ___________________________________________________________________
 QD1588  LAPLACE CORR-           1.59  (seconds)                    DEFLEC99
 QD1588  GEOID HEIGHT-         -21.66  (meters)                     GEOID03
 QD1588  HORZ ORDER  -  SECOND
 QD1588
 QD1588.The horizontal coordinates were established by classical geodetic methods
 QD1588.and adjusted by the National Geodetic Survey in October 1991.
 QD1588
 QD1588.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1588.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1588
 QD1588.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1588
 QD1588.The geoid height was determined by GEOID03.
 QD1588
 QD1588;                    North         East     Units Scale Factor Converg.
 QD1588;SPC OR N     -   117,606.964 2,441,244.149   MT  0.99992471   -0 31 33.6
 QD1588;SPC OR N     -   385,849.62  8,009,331.20   iFT  0.99992471   -0 31 33.6
 QD1588;UTM  10      - 4,953,639.352   639,249.326   MT  0.99983845   +1 14 14.9
 QD1588
 QD1588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1588!SPC OR N     -   0.99992937  x   0.99992471  =   0.99985408
 QD1588!UTM  10      -   0.99992937  x   0.99983845  =   0.99976783
 QD1588
 QD1588:                Primary Azimuth Mark                     Grid Az
 QD1588:SPC OR N     -  CLYDE AZ MK                              086 34 35.6
 QD1588:UTM  10      -  CLYDE AZ MK                              084 48 47.1
 QD1588
 QD1588|---------------------------------------------------------------------|
 QD1588| PID    Reference Object                     Distance      Geod. Az  |
 QD1588|                                                           dddmmss.s |
 QD1588| CF4235 CLYDE AZ MK                                        0860302.0 |
 QD1588| CF4236 CLYDE RM 1                           10.795 METERS 08728     |
 QD1588| CF4237 CLYDE RM 2                            7.423 METERS 18420     |
 QD1588|---------------------------------------------------------------------|
 QD1588
 QD1588                          SUPERSEDED SURVEY CONTROL
 QD1588
 QD1588  NAD 83(1986)-  44 43 21.37177(N)    121 14 30.07062(W) AD(       ) 2
 QD1588  NAD 27      -  44 43 21.94300(N)    121 14 25.89500(W) AD(       ) 2
 QD1588  NGVD 29 (07/19/86)  471.1    (m)         1546.     (f) VERT ANG    3  
 QD1588
 QD1588.Superseded values are not recommended for survey control.
 QD1588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1588.See file dsdata.txt to determine how the superseded data were derived.
 QD1588
 QD1588_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ3924953639(NAD 83)
 QD1588_MARKER: Z = SEE DESCRIPTION
 QD1588_SETTING: 0 = UNSPECIFIED SETTING
 QD1588
 QD1588  HISTORY     - Date     Condition        Report By
 QD1588  HISTORY     - 1946     MONUMENTED       CGS
 QD1588  HISTORY     - 1973     SEE DESCRIPTION  NGS
 QD1588
 QD1588                          STATION DESCRIPTION
 QD1588
 QD1588'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 QD1588'THE STATION IS ON BENCH LAND ABOUT 100 FEET ABOVE THE DESCHUTES
 QD1588'RIVER AND IS LOCATED ABOUT 2 MILES SOUTH OF THE BRIDGE WHICH
 QD1588'SPANS THE DESCHUTES RIVER ON THE ROAD WHICH RUNS BETWEEN MADRAS
 QD1588'AND WARM SPRINGS, ABOUT 0.1 MILE EAST OF THE DESCHUTES RIVER,
 QD1588'100 YARDS WEST OF A BOARD GATE, 10.7 FEET SOUTH OF THE CENTER OF
 QD1588'A GRADED ROAD AND 4.3 FEET SOUTHEAST OF A FENCE CORNER.
 QD1588'
 QD1588'TO REACH FROM THE POST OFFICE IN MADRAS.  GO NORTH ON U.S. HIGHWAY
 QD1588'NUMBER 97 FOR 0.45 MILE, CONTINUE STRAIGHT AHEAD, NORTH AND WEST
 QD1588'FOR 10.0 MILES, TURN SHARP LEFT AND FOLLOW THE OLD RAILROAD
 QD1588'GRADE SOUTH FOR 0.25 MILE, TURN RIGHT, WEST, AND GO 0.5 MILE TO
 QD1588'A FENCE INTERSECTION TO THE LEFT OF THE ROAD AND THE STATION.
 QD1588'
 QD1588'THE STATION IS A STANDARD DISK, STAMPED CLYDE 1946, BRAZED TO
 QD1588'THE TOP OF A 3 INCH CAST IRON SOIL PIPE WHICH PROJECTS ABOUT 6
 QD1588'INCHES.
 QD1588'
 QD1588'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED CLYDE NO 1
 QD1588'1946, BRAZED TO THE TOP OF A 3 INCH CAST IRON SOIL PIPE WHICH
 QD1588'PROJECTS ABOUT 6 INCHES AND IS LEVEL WITH THE STATION.  IT IS
 QD1588'LOCATED 1 FOOT SOUTH OF A FENCE LINE.
 QD1588'
 QD1588'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED CLYDE NO 2
 QD1588'1946, BRAZED TO THE TOP OF A 3 INCH CAST IRON SOIL PIPE WHICH
 QD1588'PROJECTS ABOUT 7 INCHES AND IS LEVEL WITH THE STATION.  IT IS
 QD1588'LOCATED 1 FOOT EAST OF A FENCE LINE.
 QD1588'
 QD1588'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CLYDE 1946,
 QD1588'CEMENTED INTO A DRILL HOLE IN A BOULDER WHICH IS ABOUT 3 FEET IN
 QD1588'DIAMETER AND PROJECTS ABOUT 2 FEET.  THE DISK IS LOCATED ABOUT
 QD1588'0.5 MILE EAST OF THE STATION, 100 FEET SOUTHEAST OF AN OLD
 QD1588'RAILROAD GRADE, 75 FEET NORTHWEST OF A PAVED ROAD AND 14 FEET
 QD1588'SOUTHWEST OF A TELEPHONE POLE.  TO REACH FROM THE STATION.  GO
 QD1588'EAST ON THE GRADED ROAD FOR 0.5 MILE, TURN LEFT AND GO ABOUT
 QD1588'100 YARDS.  THE AZIMUTH MARK IS ON THE RIGHT HAND SIDE AND
 QD1588'ABOUT 15 FEET HIGHER THAN THE OLD RAILROAD GRADE.
 QD1588
 QD1588                          STATION RECOVERY (1973)
 QD1588
 QD1588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 QD1588'THE AZIMUTH MARK WAS FOUND IN GOOD CONDITION AS DESCRIBED.  THE
 QD1588'STATION MARK, AND THE REFERENCE MARKS WERE SEARCHED FOR BUT NOT
 QD1588'RECOVERED.  IT IS BELIEVED THAT THEY WERE DESTROYED WHEN AN
 QD1588'IRRIGATION DITCH WAS BUILT, AND THE LAND WAS BROUGHT UNDER
 QD1588'CULTIVATION.
 QD1588'
 QD1588'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QD1588'2.5 MILES SOUTH OF WARM SPRINGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AJ8166 ***********************************************************************
 AJ8166  DESIGNATION -  CLYDE
 AJ8166  PID         -  AJ8166
 AJ8166  STATE/COUNTY-  OR/WASHINGTON
 AJ8166  USGS QUAD   -  HILLSBORO (1990)
 AJ8166
 AJ8166                         *CURRENT SURVEY CONTROL
 AJ8166  ___________________________________________________________________
 AJ8166* NAD 83(2007)-  45 34 04.01972(N)    122 56 07.90629(W)     ADJUSTED  
 AJ8166* NAVD 88     -        65.1    (meters)     214.     (feet)  GPS OBS   
 AJ8166  ___________________________________________________________________
 AJ8166  EPOCH DATE  -        2007.00
 AJ8166  X           -  -2,431,828.289 (meters)                     COMP
 AJ8166  Y           -  -3,753,927.925 (meters)                     COMP
 AJ8166  Z           -   4,531,776.550 (meters)                     COMP
 AJ8166  LAPLACE CORR-          -2.80  (seconds)                    DEFLEC99
 AJ8166  ELLIP HEIGHT-          42.247 (meters)          (02/10/07) ADJUSTED
 AJ8166  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 AJ8166
 AJ8166  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ8166  Type    PID    Designation                      North   East  Ellip
 AJ8166  -------------------------------------------------------------------
 AJ8166  NETWORK AJ8166 CLYDE                             0.65   0.47   2.20
 AJ8166  -------------------------------------------------------------------
 AJ8166
 AJ8166.The horizontal coordinates were established by GPS observations
 AJ8166.and adjusted by the National Geodetic Survey in February 2007.
 AJ8166
 AJ8166.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ8166.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ8166.The horizontal coordinates are valid at the epoch date displayed above.
 AJ8166.The epoch date for horizontal control is a decimal equivalence
 AJ8166.of Year/Month/Day.
 AJ8166
 AJ8166.The orthometric height was determined by GPS observations and a
 AJ8166.high-resolution geoid model.
 AJ8166
 AJ8166.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8166
 AJ8166.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8166
 AJ8166.The ellipsoidal height was determined by GPS observations
 AJ8166.and is referenced to NAD 83.
 AJ8166
 AJ8166.The geoid height was determined by GEOID03.
 AJ8166
 AJ8166;                    North         East     Units Scale Factor Converg.
 AJ8166;SPC OR N     -   214,122.621 2,309,916.501   MT  0.99991881   -1 43 38.1
 AJ8166;SPC OR N     -   702,502.04  7,578,466.21   iFT  0.99991881   -1 43 38.1
 AJ8166;UTM  10      - 5,046,029.093   505,030.825   MT  0.99960031   +0 02 45.7
 AJ8166
 AJ8166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8166!SPC OR N     -   0.99999338  x   0.99991881  =   0.99991219
 AJ8166!UTM  10      -   0.99999338  x   0.99960031  =   0.99959369
 AJ8166
 AJ8166                          SUPERSEDED SURVEY CONTROL
 AJ8166
 AJ8166  NAD 83(1998)-  45 34 04.01752(N)    122 56 07.90777(W) AD(       ) B
 AJ8166  ELLIP H (02/26/02)   42.253  (m)                       GP(       ) 3 2
 AJ8166
 AJ8166.Superseded values are not recommended for survey control.
 AJ8166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8166.See file dsdata.txt to determine how the superseded data were derived.
 AJ8166
 AJ8166_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER0503146029(NAD 83)
 AJ8166_MARKER: DD = SURVEY DISK
 AJ8166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8166_STAMPING: CLYDE 2000
 AJ8166_MARK LOGO: OR-067
 AJ8166_PROJECTION: FLUSH
 AJ8166_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ8166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8166+STABILITY: SURFACE MOTION
 AJ8166_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8166+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2000
 AJ8166
 AJ8166  HISTORY     - Date     Condition        Report By
 AJ8166  HISTORY     - 20001121 MONUMENTED       OR-067
 AJ8166
 AJ8166                          STATION DESCRIPTION
 AJ8166
 AJ8166'DESCRIBED BY WASHINGTON COUNTY OREGON 2000 (RDS)
 AJ8166'THE STATION IS LOCATED ABOUT 6.5 KM NORTHEAST OF HILLSBORO, 5.8 KM
 AJ8166'SOUTHEAST OF NORTH
 AJ8166'PLAINS, IN THE GRASS MEDIAN BETWEEN GROVELAND DRIVE AND THE NORTH SIDE
 AJ8166'OF U.S. HIGHWAY
 AJ8166'26.  OWNERSHIP -- OREGON STATE DEPARTMENT OF TRANSPORTATION
 AJ8166'RIGHT-OF-WAY.
 AJ8166' 
 AJ8166'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 26 (SUNSET
 AJ8166'HIGHWAY) AND HELVETIA
 AJ8166'AND SHUTE ROADS (EXIT 61), GO NORTH ON HELVETIA ROAD FOR 0.15 KM (0.1
 AJ8166'MI) TO THE
 AJ8166'INTERSECTION OF NW GROVELAND DRIVE.  TURN LEFT, WEST, ON NW GROVELAND
 AJ8166'DRIVE FOR 0.8 KM
 AJ8166'0.5 MI) TO THE STATION ON THE LEFT JUST BEFORE REACHING THE 55 MPH
 AJ8166'HIGHWAY SIGN.
 AJ8166' 
 AJ8166'STATION IS A BRASS WASHINGTON COUNTY SURVEYOR DISK SET IN TOP OF A
 AJ8166'SLIGHTLY DOMED
 AJ8166'CONCRETE MONUMENT ENCASED IN A 30 CM (12 IN) CAST IRON MONUMENT WELL
 AJ8166'SURROUNDED BY
 AJ8166'CONCRETE AND FLUSH WITH THE GROUND.  THE DISK IS RECESSED 15 CM (0.5
 AJ8166'FT) BELOW THE
 AJ8166'MONUMENT WELL COVER.  IT IS 29.6 M (97.1 FT) EAST-NORTHEAST FROM THE
 AJ8166'55 MPH HIGHWAY SIGN,
 AJ8166'16.2 M (53.1 FT) NORTH FROM THE CENTER OF HIGHWAY 26 WESTBOUND LANES,
 AJ8166'12.0 M (39.4 FT)
 AJ8166'SOUTH FROM THE CENTER OF GROVELAND DRIVE AND 0.3 M (1.0 FT) NORTH FROM
 AJ8166'A METAL WITNESS
 AJ8166'POST.
 AJ8166' 
 AJ8166'
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1597 ***********************************************************************
 OA1597  DESIGNATION -  COAL
 OA1597  PID         -  OA1597
 OA1597  STATE/COUNTY-  OR/COOS
 OA1597  USGS QUAD   -  CHARLESTON (1970)
 OA1597
 OA1597                         *CURRENT SURVEY CONTROL
 OA1597  ___________________________________________________________________
 OA1597* NAD 83(1991)-  43 15 06.41807(N)    124 15 11.77425(W)     ADJUSTED  
 OA1597* NAVD 88     -              **(meters)            **(feet)            
 OA1597  ___________________________________________________________________
 OA1597  LAPLACE CORR-          14.55  (seconds)                    DEFLEC99
 OA1597  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 OA1597  HORZ ORDER  -  THIRD
 OA1597
 OA1597.The horizontal coordinates were established by classical geodetic methods
 OA1597.and adjusted by the National Geodetic Survey in October 1991.
 OA1597
 OA1597
 OA1597.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1597
 OA1597.The geoid height was determined by GEOID03.
 OA1597
 OA1597;                    North         East     Units Scale Factor Converg.
 OA1597;SPC OR S     -   182,906.579 1,195,341.093   MT  0.99989566   -2 34 04.0
 OA1597;SPC OR S     -   600,087.20  3,921,722.75   iFT  0.99989566   -2 34 04.0
 OA1597;UTM  10      - 4,789,537.925   398,265.562   MT  0.99972732   -0 51 31.8
 OA1597
 OA1597                          SUPERSEDED SURVEY CONTROL
 OA1597
 OA1597  NAD 83(1986)-  43 15 06.40915(N)    124 15 11.82091(W) AD(       ) 4
 OA1597  NAD 27      -  43 15 07.00800(N)    124 15 07.42700(W) AD(       ) 3
 OA1597
 OA1597.Superseded values are not recommended for survey control.
 OA1597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1597.See file dsdata.txt to determine how the superseded data were derived.
 OA1597
 OA1597_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN9826689538(NAD 83)
 OA1597
 OA1597  HISTORY     - Date     Condition        Report By
 OA1597  HISTORY     - 1942     MONUMENTED       USGS
 OA1597
 OA1597                          STATION DESCRIPTION
 OA1597
 OA1597'DESCRIBED BY US GEOLOGICAL SURVEY 1942
 OA1597'LOCATED ABOUT 1.8 MILE NORTHWEST OF COLEDO AND ABOUT 0.8 MILE EAST
 OA1597'OF THE OLD RANDOLPH TRAIL WHICH RUNS FROM THE HEAD OF DAVIS SLOUGH
 OA1597'TO BEAVER LOOKOUT.
 OA1597'
 OA1597'STATION MARK AND SIGNAL IS CROSS TARGETS AND FLAG ON POLE IN TOP
 OA1597'OF TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1629 ***********************************************************************
 OA1629  DESIGNATION -  COAST
 OA1629  PID         -  OA1629
 OA1629  STATE/COUNTY-  OR/DOUGLAS
 OA1629  USGS QUAD   -  WINCHESTER BAY (1985)
 OA1629
 OA1629                         *CURRENT SURVEY CONTROL
 OA1629  ___________________________________________________________________
 OA1629* NAD 83(1991)-  43 39 47.48687(N)    124 11 55.96410(W)     ADJUSTED  
 OA1629* NAVD 88     -        33.6    (meters)     110.     (feet)  VERTCON   
 OA1629  ___________________________________________________________________
 OA1629  LAPLACE CORR-          16.63  (seconds)                    DEFLEC99
 OA1629  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 OA1629  HORZ ORDER  -  THIRD
 OA1629
 OA1629.The horizontal coordinates were established by GPS observations
 OA1629.and adjusted by the National Geodetic Survey in May 1992.
 OA1629
 OA1629.The NAVD 88 height was computed by applying the VERTCON shift value to
 OA1629.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OA1629
 OA1629.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1629
 OA1629.The geoid height was determined by GEOID03.
 OA1629
 OA1629;                    North         East     Units Scale Factor Converg.
 OA1629;SPC OR S     -   228,369.544 1,201,771.209   MT  0.99993183   -2 31 50.1
 OA1629;SPC OR S     -   749,243.91  3,942,818.93   iFT  0.99993183   -2 31 50.1
 OA1629;UTM  10      - 4,835,163.557   403,338.536   MT  0.99971492   -0 49 40.0
 OA1629
 OA1629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1629!SPC OR S     -   0.99999873  x   0.99993183  =   0.99993056
 OA1629!UTM  10      -   0.99999873  x   0.99971492  =   0.99971365
 OA1629
 OA1629|---------------------------------------------------------------------|
 OA1629| PID    Reference Object                     Distance      Geod. Az  |
 OA1629|                                                           dddmmss.s |
 OA1629| OA1630 CALIB                                22.972 METERS 01509     |
 OA1629|---------------------------------------------------------------------|
 OA1629
 OA1629                          SUPERSEDED SURVEY CONTROL
 OA1629
 OA1629  NGVD 29 (05/20/92)   32.5    (m)          107.     (f) GPS OBS     3  
 OA1629
 OA1629.Superseded values are not recommended for survey control.
 OA1629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1629.See file dsdata.txt to determine how the superseded data were derived.
 OA1629
 OA1629_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP0333935164(NAD 83)
 OA1629_MARKER: DD = SURVEY DISK
 OA1629_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OA1629_SP_SET: METAL PIPE IN CONCRETE
 OA1629_STAMPING: COAST 1990
 OA1629_MARK LOGO: NOS   
 OA1629_MAGNETIC: N = NO MAGNETIC MATERIAL
 OA1629_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OA1629+STABILITY: POSITION/ELEVATION WELL
 OA1629_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OA1629+SATELLITE: SATELLITE OBSERVATIONS - 1990
 OA1629
 OA1629  HISTORY     - Date     Condition        Report By
 OA1629  HISTORY     - 1990     MONUMENTED       NOS
 OA1629
 OA1629                          STATION DESCRIPTION
 OA1629
 OA1629'DESCRIBED BY NATIONAL OCEAN SERVICE 1990
 OA1629'THE STATION IS LOCATED AT THE NORTHWEST END OF A PARKING AREA
 OA1629'OVERLOOKING THE MOUTH OF THE UMPQUA RIVER NEAR A COAST GUARD LOOKOUT
 OA1629'BUILDING NORTH OF THE UMPQUA RIVER LIGHTHOUSE.
 OA1629'TO REACH FROM THE STOPLIGHT ON HIGHWAY 101 AT THE JUNCTION OF HIGHWAY
 OA1629'38 IN REEDSPORT, PROCEED SOUTH ON HWY 101 FOR 4.1 MI (6.6 KM) AND
 OA1629'TURN WEST ONTO COUNTY ROAD 251 IN WINCHESTER BAY.  GO 1 MI (1.6 KM)
 OA1629', TURN SOUTH AND GO 0.6 MI (1.0 KM) TO THE NORTH END OF THE PARKING
 OA1629'AREA AND A COAST GUARD LOOKOUT BUILDING NORTH OF THE LIGHTHOUSE.
 OA1629'THE STATION IS A STANDARD NOS BRASS DISK STAMPED---COAST 1990---SET IN
 OA1629'A 6 FT (1.8 M) SECTION OF 1.5 INCH DIAMETER PIPE DRIVEN INTO THE
 OA1629'GROUND SURROUNDED BY CONCRETE, FLUSH WITH THE GROUND.  THE STATION IS
 OA1629'14.1 M (46.3 FT) AT 200 DEGREES MAGNETIC FROM THE SOUTHWEST CORNER OF
 OA1629'THE COAST GUARD LOOKOUT BUILDING.
 OA1629'DESCRIBED BY JRM
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC2181 ***********************************************************************
 SC2181  DESIGNATION -  COAST GUARD LOOKOUT TOWER
 SC2181  PID         -  SC2181
 SC2181  STATE/COUNTY-  OR/CLATSOP
 SC2181  USGS QUAD   -  WARRENTON (1996)
 SC2181
 SC2181                         *CURRENT SURVEY CONTROL
 SC2181  ___________________________________________________________________
 SC2181* NAD 83(1991)-  46 12 23.92429(N)    123 58 10.02086(W)     ADJUSTED  
 SC2181* NAVD 88     -              **(meters)            **(feet)            
 SC2181  ___________________________________________________________________
 SC2181  LAPLACE CORR-          15.20  (seconds)                    DEFLEC99
 SC2181  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 SC2181  HORZ ORDER  -  THIRD
 SC2181
 SC2181.The horizontal coordinates were established by classical geodetic methods
 SC2181.and adjusted by the National Geodetic Survey in October 1991.
 SC2181
 SC2181
 SC2181.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2181
 SC2181.The geoid height was determined by GEOID03.
 SC2181
 SC2181;                    North         East     Units Scale Factor Converg.
 SC2181;SPC OR N     -   288,013.317 2,232,313.646   MT  1.00005914   -2 27 37.7
 SC2181;SPC OR N     -   944,925.58  7,323,863.67   iFT  1.00005914   -2 27 37.7
 SC2181;SPC WA S     -   102,955.585   232,350.571   MT  0.99993629   -2 31 12.7
 SC2181;SPC WA S     -   337,780.12    762,303.50   sFT  0.99993629   -2 31 12.7
 SC2181;UTM  10      - 5,117,464.385   425,213.311   MT  0.99966875   -0 41 59.4
 SC2181
 SC2181                          SUPERSEDED SURVEY CONTROL
 SC2181
 SC2181  NAD 83(1986)-  46 12 23.93387(N)    123 58 09.99710(W) AD(       ) 4
 SC2181  NAD 27      -  46 12 24.56343(N)    123 58 05.50480(W) AD(       ) 3
 SC2181
 SC2181.Superseded values are not recommended for survey control.
 SC2181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2181.See file dsdata.txt to determine how the superseded data were derived.
 SC2181
 SC2181_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2521317464(NAD 83)
 SC2181
 SC2181  HISTORY     - Date     Condition        Report By
 SC2181  HISTORY     - 1935     MONUMENTED       CGS
 SC2181  HISTORY     - 1951     SEE DESCRIPTION  CGS
 SC2181  HISTORY     - 1957     SEE DESCRIPTION  CGS
 SC2181
 SC2181                          STATION DESCRIPTION
 SC2181
 SC2181'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (RWK)
 SC2181'STATION IS THE CHIMNEY NEAR THE CENTER OF THE TOP OF THE COAST
 SC2181'GUARD LOOKOUT TOWER, 0.3 MILE W OF TRIANGULATION STATION GUN U.S.E.,
 SC2181'AT FORT STEVENS.
 SC2181
 SC2181                          STATION RECOVERY (1951)
 SC2181
 SC2181'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HGC)
 SC2181'STATION RECOVERED IN GOOD CONDITION.  THE POINT OF INTERSECTION IS
 SC2181'THE CHIMNEY NEAR THE TOP OF ELEVATED WOODEN COAST GUARD LOOKOUT
 SC2181'TOWER AT FORT STEVENS, OREGON.  IT IS ABOUT 0.3 MILE WEST OF
 SC2181'TRIANGULATION STATION GUN (U.S.E.) 1905 AND IS NOW ABANDONED.  IT
 SC2181'WAS RELOCATED BY TRIANGULATION IN 1951 AS COAST GUARD LOOKOUT
 SC2181'TOWER, (OREG.) 1951 AND THE POINT OF INTERSECTION WAS THE CENTER
 SC2181'OF THE HOUSE ON ELEVATED WOODEN SUPPORTS.
 SC2181
 SC2181                          STATION RECOVERY (1957)
 SC2181
 SC2181'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (VRS)
 SC2181'THE LOOKOUT TOWER HAS BEEN DISMANTLED AND THE STATION IS LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1457 ***********************************************************************
 OA1457  DESIGNATION -  COAST GUARD LOOKOUT
 OA1457  PID         -  OA1457
 OA1457  STATE/COUNTY-  OR/COOS
 OA1457  USGS QUAD   -  BANDON (1970)
 OA1457
 OA1457                         *CURRENT SURVEY CONTROL
 OA1457  ___________________________________________________________________
 OA1457* NAD 83(1991)-  43 06 50.16357(N)    124 26 09.66545(W)     ADJUSTED  
 OA1457* NAVD 88     -              **(meters)            **(feet)            
 OA1457  ___________________________________________________________________
 OA1457  LAPLACE CORR-          13.02  (seconds)                    DEFLEC99
 OA1457  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 OA1457  HORZ ORDER  -  THIRD
 OA1457
 OA1457.The horizontal coordinates were established by classical geodetic methods
 OA1457.and adjusted by the National Geodetic Survey in October 1991.
 OA1457
 OA1457
 OA1457.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1457
 OA1457.The geoid height was determined by GEOID03.
 OA1457
 OA1457;                    North         East     Units Scale Factor Converg.
 OA1457;SPC OR S     -   168,291.618 1,179,798.439   MT  0.99989506   -2 41 34.1
 OA1457;SPC OR S     -   552,137.85  3,870,729.79   iFT  0.99989506   -2 41 34.1
 OA1457;UTM  10      - 4,774,467.880   383,168.197   MT  0.99976791   -0 58 53.6
 OA1457
 OA1457                          SUPERSEDED SURVEY CONTROL
 OA1457
 OA1457  NAD 83(1986)-  43 06 50.14968(N)    124 26 09.71325(W) AD(       ) 4
 OA1457  NAD 27      -  43 06 50.76000(N)    124 26 05.30000(W) AD(       ) 3
 OA1457
 OA1457.Superseded values are not recommended for survey control.
 OA1457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1457.See file dsdata.txt to determine how the superseded data were derived.
 OA1457
 OA1457_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN8316874468(NAD 83)
 OA1457
 OA1457  HISTORY     - Date     Condition        Report By
 OA1457  HISTORY     - 1922     MONUMENTED       CGS
 OA1457  HISTORY     - 1948     SEE DESCRIPTION  CGS
 OA1457
 OA1457                          STATION DESCRIPTION
 OA1457
 OA1457'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RAE)
 OA1457'THIS LOOKOUT TOWER HAS BEEN DISMANTLED AND REPLACED BY A TOWER
 OA1457'FURTHER N.  THE STATION HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC2194 ***********************************************************************
 SC2194  DESIGNATION -  COAST GUARD STATION FLAGPOLE
 SC2194  PID         -  SC2194
 SC2194  STATE/COUNTY-  OR/CLATSOP
 SC2194  USGS QUAD   -  WARRENTON (1996)
 SC2194
 SC2194                         *CURRENT SURVEY CONTROL
 SC2194  ___________________________________________________________________
 SC2194* NAD 83(1991)-  46 12 00.13295(N)    123 56 48.17952(W)     ADJUSTED  
 SC2194* NAVD 88     -              **(meters)            **(feet)            
 SC2194  ___________________________________________________________________
 SC2194  LAPLACE CORR-          16.12  (seconds)                    DEFLEC99
 SC2194  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 SC2194  HORZ ORDER  -  THIRD
 SC2194
 SC2194.The horizontal coordinates were established by classical geodetic methods
 SC2194.and adjusted by the National Geodetic Survey in October 1991.
 SC2194
 SC2194
 SC2194.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2194
 SC2194.The geoid height was determined by GEOID03.
 SC2194
 SC2194;                    North         East     Units Scale Factor Converg.
 SC2194;SPC OR N     -   287,204.273 2,234,035.272   MT  1.00005704   -2 26 39.7
 SC2194;SPC OR N     -   942,271.24  7,329,512.05   iFT  1.00005704   -2 26 39.7
 SC2194;SPC WA S     -   102,144.851   234,071.146   MT  0.99993705   -2 30 13.2
 SC2194;SPC WA S     -   335,120.23    767,948.42   sFT  0.99993705   -2 30 13.2
 SC2194;UTM  10      - 5,116,708.920   426,958.301   MT  0.99966558   -0 40 60.0
 SC2194
 SC2194                          SUPERSEDED SURVEY CONTROL
 SC2194
 SC2194  NAD 83(1986)-  46 12 00.14330(N)    123 56 48.15723(W) AD(       ) 4
 SC2194  NAD 27      -  46 12 00.77390(N)    123 56 43.63036(W) AD(       ) 3
 SC2194
 SC2194.Superseded values are not recommended for survey control.
 SC2194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2194.See file dsdata.txt to determine how the superseded data were derived.
 SC2194
 SC2194_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2695816709(NAD 83)
 SC2194_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC2194+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2002
 SC2194
 SC2194  HISTORY     - Date     Condition        Report By
 SC2194  HISTORY     - 1935     MONUMENTED       CGS
 SC2194  HISTORY     - 1958     SEE DESCRIPTION  CGS
 SC2194  HISTORY     - 20020914 GOOD             USPSQD
 SC2194
 SC2194                          STATION DESCRIPTION
 SC2194
 SC2194'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (RWK)
 SC2194'THE STATION IS THE TALL WHITE FLAGPOLE AT THE COAST GUARD
 SC2194'STATION.  THE POSITION AS DETERMINED DOES NOT AGREE WITH THE
 SC2194'1913 POSITION BY 6.6 METERS IN LATITUDE AND 1.0 METER IN LONGITUDE.
 SC2194
 SC2194                          STATION RECOVERY (1958)
 SC2194
 SC2194'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (VRS)
 SC2194'THIS STATION WAS RELOCATED AS POINT ADAMS COAST GUARD STATION,
 SC2194'STEEL FLAGPOLE, 1951.
 SC2194
 SC2194                          STATION RECOVERY (2002)
 SC2194
 SC2194'RECOVERY NOTE BY US POWER SQUADRON 2002 (RCC)
 SC2194'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0923 ***********************************************************************
 QE0923  DESIGNATION -  COB
 QE0923  PID         -  QE0923
 QE0923  STATE/COUNTY-  OR/LANE
 QE0923  USGS QUAD   -  EUGENE EAST (1986)
 QE0923
 QE0923                         *CURRENT SURVEY CONTROL
 QE0923  ___________________________________________________________________
 QE0923* NAD 83(1986)-  44 03 05.     (N)    123 01 23.     (W)     SCALED    
 QE0923* NAVD 88     -       139.071  (meters)     456.27   (feet)  ADJUSTED  
 QE0923  ___________________________________________________________________
 QE0923  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 QE0923  DYNAMIC HT  -         139.050 (meters)     456.20  (feet)  COMP
 QE0923  MODELED GRAV-     980,462.8   (mgal)                       NAVD 88
 QE0923
 QE0923  VERT ORDER  -  FIRST     CLASS II
 QE0923
 QE0923.The horizontal coordinates were scaled from a topographic map and have
 QE0923.an estimated accuracy of +/- 6 seconds.
 QE0923
 QE0923.The orthometric height was determined by differential leveling
 QE0923.and adjusted in June 1991.
 QE0923
 QE0923.The geoid height was determined by GEOID03.
 QE0923
 QE0923.The dynamic height is computed by dividing the NAVD 88
 QE0923.geopotential number by the normal gravity value computed on the
 QE0923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0923.degrees latitude (g = 980.6199 gals.).
 QE0923
 QE0923.The modeled gravity was interpolated from observed gravity values.
 QE0923
 QE0923;                    North         East    Units  Estimated Accuracy
 QE0923;SPC OR S     -   267,960.    1,297,840.      MT  (+/- 180 meters Scaled)
 QE0923
 QE0923                          SUPERSEDED SURVEY CONTROL
 QE0923
 QE0923  NGVD 29 (??/??/92)  137.970  (m)          452.66   (f) ADJ UNCH    1 2
 QE0923
 QE0923.Superseded values are not recommended for survey control.
 QE0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0923.See file dsdata.txt to determine how the superseded data were derived.
 QE0923
 QE0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP981775(NAD 83)
 QE0923_MARKER: DD = SURVEY DISK
 QE0923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0923_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0923_STAMPING: COB SOT 1936
 QE0923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0923+STABILITY: SURFACE MOTION
 QE0923
 QE0923  HISTORY     - Date     Condition        Report By
 QE0923  HISTORY     - 1936     MONUMENTED       DOD
 QE0923  HISTORY     - 1943     GOOD             NGS
 QE0923  HISTORY     - 1987     MARK NOT FOUND   NGS
 QE0923
 QE0923                          STATION DESCRIPTION
 QE0923
 QE0923'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QE0923'IN SPRINGFIELD.
 QE0923'AT SPRINGFIELD, AT THE INTERSECTION OF THIRD AND F STREETS, 73.0 FEET
 QE0923'WEST OF CENTER-LINE OF THIRD STREET, 22.0 FEET SOUTH OF A DIRT ROAD (F
 QE0923'STREET) CROSSING THE RAILROAD, 5.2 FEET EAST OF THE EAST RAIL OF THE
 QE0923'MAIN TRACK OF SOUTHERN PACIFIC BRANCH LINE LEADING NORTH, 1.8 FEET
 QE0923'WEST OF WHITE REFERENCE POST PAINTED USBM, SET IN TOP OF A CONCRETE
 QE0923'POST FLUSH WITH THE STONE RAILWAY BALLAST WHICH SURROUNDS IT. NOTE--
 QE0923'MARK IS STAMPED COB SOT 1936.
 QE0923
 QE0923                          STATION RECOVERY (1987)
 QE0923
 QE0923'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE0923'THERE IS A NEW S9DEWALK AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2157 ***********************************************************************
 QE2157  DESIGNATION -  COB
 QE2157  PID         -  QE2157
 QE2157  STATE/COUNTY-  OR/LANE
 QE2157  USGS QUAD   -  COBURG (1967)
 QE2157
 QE2157                         *CURRENT SURVEY CONTROL
 QE2157  ___________________________________________________________________
 QE2157* NAD 83(1991)-  44 09 23.61607(N)    123 05 50.87848(W)     ADJUSTED  
 QE2157* NAVD 88     -       115.7    (meters)     380.     (feet)  VERTCON   
 QE2157  ___________________________________________________________________
 QE2157  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 QE2157  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 QE2157  HORZ ORDER  -  SECOND
 QE2157
 QE2157.The horizontal coordinates were established by classical geodetic methods
 QE2157.and adjusted by the National Geodetic Survey in October 1991.
 QE2157
 QE2157.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE2157.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE2157
 QE2157.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2157
 QE2157.The geoid height was determined by GEOID03.
 QE2157
 QE2157;                    North         East     Units Scale Factor Converg.
 QE2157;SPC OR S     -   279,822.161 1,292,239.988   MT  1.00004357   -1 46 37.4
 QE2157;SPC OR S     -   918,051.71  4,239,632.51   iFT  1.00004357   -1 46 37.4
 QE2157;UTM  10      - 4,889,266.474   492,206.308   MT  0.99960075   -0 04 04.4
 QE2157
 QE2157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2157!SPC OR S     -   0.99998550  x   1.00004357  =   1.00002907
 QE2157!UTM  10      -   0.99998550  x   0.99960075  =   0.99958626
 QE2157
 QE2157:                Primary Azimuth Mark                     Grid Az
 QE2157:SPC OR S     -  COBURG                                   039 30 10.4
 QE2157:UTM  10      -  COBURG                                   037 47 37.4
 QE2157
 QE2157|---------------------------------------------------------------------|
 QE2157| PID    Reference Object                     Distance      Geod. Az  |
 QE2157|                                                           dddmmss.s |
 QE2157| QE2150 COBURG                              APPROX. 6.3 KM 0374333.0 |
 QE2157| CD9693 COB RM 1                                           27038     |
 QE2157| CD9694 COB RM 2                                           34825     |
 QE2157|---------------------------------------------------------------------|
 QE2157
 QE2157                          SUPERSEDED SURVEY CONTROL
 QE2157
 QE2157  NAD 83(1986)-  44 09 23.63166(N)    123 05 50.90550(W) AD(       ) 2
 QE2157  NAD 27      -  44 09 24.18184(N)    123 05 46.58619(W) AD(       ) 2
 QE2157  NGVD 29 (07/19/86)  114.6    (m)          376.     (f) VERT ANG    3  
 QE2157
 QE2157.Superseded values are not recommended for survey control.
 QE2157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2157.See file dsdata.txt to determine how the superseded data were derived.
 QE2157
 QE2157_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP9220689266(NAD 83)
 QE2157_MARKER: DD = SURVEY DISK
 QE2157_SETTING: 0 = UNSPECIFIED SETTING
 QE2157
 QE2157  HISTORY     - Date     Condition        Report By
 QE2157  HISTORY     - 1970     MONUMENTED       BPA
 QE2157  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 QE2157
 QE2157                          STATION DESCRIPTION
 QE2157
 QE2157'DESCRIBED BY BONNEVILLE POWER ADMINISTRATION 1970 (FLI)
 QE2157'THE STATION IS LOCATED ABOUT 3 MILES SOUTH OF THE LINN-LANE COUNTY
 QE2157'LINE, 2 MILES NORTHWEST OF COBURG AND AT THE WEST EDGE OF A PASTURE
 QE2157'NEAR A POWER LINE.
 QE2157'
 QE2157'TO REACH THE STATION FROM THE INTERSECTION OF COBURG ROAD (NORTH
 QE2157'WILLAMETTE STREET) AND VAN DYNE ROAD IN COBURG, GO NORTH, WEST, AND
 QE2157'NORTH ON COBURG ROAD FOR 2.4 MILES TO A POWER LINE TOWER AND THE
 QE2157'STATION ON THE RIGHT, EAST, SIDE OF THE ROAD.
 QE2157'
 QE2157'THE STATION MARK, STAMPED COB 1965, IS A BONNEVILLE POWER
 QE2157'ADMINISTRATION DISK BRAZED TO THE TOP OF A 3-INCH IRON PIPE THAT
 QE2157'IS FLUSH WITH THE GROUND.  IT IS 33 FEET EAST OF THE CENTER OF THE
 QE2157'ROAD, 11 FEET NORTH OF THE NORTH END OF A GATE, 5.1 FEET EAST OF A
 QE2157'WITNESS POST AND 3 FEET EAST OF A FENCE.
 QE2157'
 QE2157'REFERENCE MARK NO. 1, STAMPED COB RM 1, IS A LANE COUNTY DISK SET IN
 QE2157'THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS 6 INCHES IN DIAMETER
 QE2157'AND PROJECTS 6 INCHES.  IT IS 52.3 FEET WEST OF THE WITNESS POST,
 QE2157'25 FEET WEST OF THE CENTER OF THE ROAD AND 1 FOOT EAST OF A FENCE.
 QE2157'
 QE2157'REFERENCE MARK NO. 2, STAMPED COB RM 2, IS A LANE COUNTY DISK SET IN
 QE2157'THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS 6 INCHES IN DIAMETER
 QE2157'AND PROJECTS 1 FOOT.  IT IS 67.9 FEET NORTH OF THE WITNESS POST, 28
 QE2157'FEET EAST OF THE CENTER OF THE ROAD AND 2 FEET WEST OF A FENCE.
 QE2157'
 QE2157'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION.
 QE2157
 QE2157                          STATION RECOVERY (1985)
 QE2157
 QE2157'RECOVERY NOTE BY US POWER SQUADRON 1985 (CR)
 QE2157'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1605 ***********************************************************************
 RD1605  DESIGNATION -  COB
 RD1605  PID         -  RD1605
 RD1605  STATE/COUNTY-  OR/MULTNOMAH
 RD1605  USGS QUAD   -  WASHOUGAL (1994)
 RD1605
 RD1605                         *CURRENT SURVEY CONTROL
 RD1605  ___________________________________________________________________
 RD1605* NAD 83(2007)-  45 32 30.24394(N)    122 17 41.32837(W)     ADJUSTED  
 RD1605* NAVD 88     -        21.659  (meters)      71.06   (feet)  ADJUSTED  
 RD1605  ___________________________________________________________________
 RD1605  EPOCH DATE  -        2007.00
 RD1605  X           -  -2,390,786.577 (meters)                     COMP
 RD1605  Y           -  -3,782,608.459 (meters)                     COMP
 RD1605  Z           -   4,529,718.494 (meters)                     COMP
 RD1605  LAPLACE CORR-           5.00  (seconds)                    DEFLEC99
 RD1605  ELLIP HEIGHT-          -0.892 (meters)          (02/10/07) ADJUSTED
 RD1605  GEOID HEIGHT-         -22.47  (meters)                     GEOID03
 RD1605  DYNAMIC HT  -          21.659 (meters)      71.06  (feet)  COMP
 RD1605
 RD1605  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 RD1605  Type    PID    Designation                      North   East  Ellip
 RD1605  -------------------------------------------------------------------
 RD1605  NETWORK RD1605 COB                               6.00  10.21  30.85
 RD1605  -------------------------------------------------------------------
 RD1605  MODELED GRAV-     980,613.4   (mgal)                       NAVD 88
 RD1605
 RD1605  VERT ORDER  -  FIRST     CLASS II
 RD1605
 RD1605.The horizontal coordinates were established by GPS observations
 RD1605.and adjusted by the National Geodetic Survey in February 2007.
 RD1605
 RD1605.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 RD1605.See www.ngs.noaa.gov/NationalReadjustment for more information.
 RD1605.The horizontal coordinates are valid at the epoch date displayed above.
 RD1605.The epoch date for horizontal control is a decimal equivalence
 RD1605.of Year/Month/Day.
 RD1605
 RD1605.The orthometric height was determined by differential leveling
 RD1605.and adjusted in June 1991.
 RD1605
 RD1605.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RD1605
 RD1605.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1605
 RD1605.The ellipsoidal height was determined by GPS observations
 RD1605.and is referenced to NAD 83.
 RD1605
 RD1605.The geoid height was determined by GEOID03.
 RD1605
 RD1605.The dynamic height is computed by dividing the NAVD 88
 RD1605.geopotential number by the normal gravity value computed on the
 RD1605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1605.degrees latitude (g = 980.6199 gals.).
 RD1605
 RD1605.The modeled gravity was interpolated from observed gravity values.
 RD1605
 RD1605;                    North         East     Units Scale Factor Converg.
 RD1605;SPC OR N     -   209,919.213 2,359,847.869   MT  0.99991575   -1 16 22.3
 RD1605;SPC OR N     -   688,711.33  7,742,283.03   iFT  0.99991575   -1 16 22.3
 RD1605;SPC WA S     -    24,759.277   359,825.579   MT  1.00007882   -1 18 13.5
 RD1605;SPC WA S     -    81,231.06  1,180,527.75   sFT  1.00007882   -1 18 13.5
 RD1605;UTM  10      - 5,043,374.918   555,053.229   MT  0.99963726   +0 30 12.0
 RD1605
 RD1605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1605!SPC OR N     -   1.00000014  x   0.99991575  =   0.99991589
 RD1605!SPC WA S     -   1.00000014  x   1.00007882  =   1.00007896
 RD1605!UTM  10      -   1.00000014  x   0.99963726  =   0.99963740
 RD1605
 RD1605                          SUPERSEDED SURVEY CONTROL
 RD1605
 RD1605  NAD 83(1998)-  45 32 30.24198(N)    122 17 41.33001(W) AD(       ) 2
 RD1605  ELLIP H (07/18/02)   -0.854  (m)                       GP(       ) 4 1
 RD1605  NAD 83(1991)-  45 32 30.23984(N)    122 17 41.32992(W) AD(       ) 2
 RD1605  ELLIP H (10/15/91)   -0.656  (m)                       GP(       ) 4 1
 RD1605  NAD 83(1986)-  45 32 30.25332(N)    122 17 41.33591(W) AD(       ) 2
 RD1605  NGVD 29 (09/20/88)   20.61   (m)           67.6    (f) LEVELING    3  
 RD1605
 RD1605.Superseded values are not recommended for survey control.
 RD1605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1605.See file dsdata.txt to determine how the superseded data were derived.
 RD1605
 RD1605_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER5505343375(NAD 83)
 RD1605_MARKER: DS = TRIANGULATION STATION DISK
 RD1605_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RD1605_SP_SET: SIDEWALK
 RD1605_STAMPING: COB 1987
 RD1605_MARK LOGO: ORDT  
 RD1605_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD1605_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD1605_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD1605+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2004
 RD1605
 RD1605  HISTORY     - Date     Condition        Report By
 RD1605  HISTORY     - 1987     MONUMENTED       ORHD
 RD1605  HISTORY     - 1987     GOOD             NGS
 RD1605  HISTORY     - 19880111 GOOD
 RD1605  HISTORY     - 20040511 GOOD             USPSQD
 RD1605
 RD1605                          STATION DESCRIPTION
 RD1605
 RD1605'DESCRIBED BY OREGON HIGHWAY DEPARTMENT 1987 (LLR)
 RD1605'THE STATION IS LOCATED ABOUT 5 MILES EAST OF TROUTDALE ON THE NW
 RD1605'CORNER OF AN OVERPASS AT THE COMMUNITY OF CORBET.
 RD1605'
 RD1605'TO REACH FROM THE I 84 ON RAMP AT TROUTDALE, GO EAST ON I 84 FOR
 RD1605'8.2 KM (5.1 MILES) TO THE CORBET EXIT.  TAKE EXIT TO STOP SIGN.
 RD1605'THE MARK IS ABOUT 30 METERS (100 FEET) NORTH OF THIS POINT.
 RD1605'
 RD1605'THE STATION IS AN ORHD DISK, STAMPED---COB 1987---, SET INTO A
 RD1605'DRILL HOLE AT THE NORTHWEST CORNER OF AN OVERPASS AT CORBET.
 RD1605
 RD1605                          STATION RECOVERY (1987)
 RD1605
 RD1605'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD1605'IN CORBETT.
 RD1605'IN CORBETT, IN TOP OF THE NORTH END OF THE WEST SIDEWALK OF A BRIDGE
 RD1605'OVER INTERSTATE HIGHWAY 84 AT EXIT 22, 10.0 M (32.8 FT) SOUTH OF THE
 RD1605'CENTER OF THE WESTBOUND ON-RAMP, 6.7 M (22.0 FT) WEST OF THE
 RD1605'CENTERLINE OF THE OVERPASS.
 RD1605'THE MARK IS ABOVE LEVEL WITH THE OVERPASS.
 RD1605
 RD1605                          STATION RECOVERY (1988)
 RD1605
 RD1605'RECOVERED 1988
 RD1605'RECOVERED IN GOOD CONDITION.
 RD1605
 RD1605                          STATION RECOVERY (2004)
 RD1605
 RD1605'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 RD1605'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2150 ***********************************************************************
 QE2150  DESIGNATION -  COBURG
 QE2150  PID         -  QE2150
 QE2150  STATE/COUNTY-  OR/LINN
 QE2150  USGS QUAD   -  COBURG (1967)
 QE2150
 QE2150                         *CURRENT SURVEY CONTROL
 QE2150  ___________________________________________________________________
 QE2150* NAD 83(1991)-  44 12 04.01479(N)    123 02 58.35048(W)     ADJUSTED  
 QE2150* NAVD 88     -       283.1    (meters)     929.     (feet)  VERTCON   
 QE2150  ___________________________________________________________________
 QE2150  LAPLACE CORR-           2.40  (seconds)                    DEFLEC99
 QE2150  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 QE2150  HORZ ORDER  -  SECOND
 QE2150
 QE2150.The horizontal coordinates were established by classical geodetic methods
 QE2150.and adjusted by the National Geodetic Survey in October 1991.
 QE2150
 QE2150.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE2150.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE2150
 QE2150.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2150
 QE2150.The geoid height was determined by GEOID03.
 QE2150
 QE2150;                    North         East     Units Scale Factor Converg.
 QE2150;SPC OR N     -    62,606.174 2,296,229.477   MT  1.00003590   -1 48 29.2
 QE2150;SPC OR N     -   205,400.83  7,533,561.28   iFT  1.00003590   -1 48 29.2
 QE2150;SPC OR S     -   284,653.106 1,296,222.762   MT  1.00005735   -1 44 39.3
 QE2150;SPC OR S     -   933,901.27  4,252,699.35   iFT  1.00005735   -1 44 39.3
 QE2150;UTM  10      - 4,894,211.853   496,041.472   MT  0.99960019   -0 02 04.3
 QE2150
 QE2150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2150!SPC OR N     -   0.99995925  x   1.00003590  =   0.99999515
 QE2150!SPC OR S     -   0.99995925  x   1.00005735  =   1.00001660
 QE2150!UTM  10      -   0.99995925  x   0.99960019  =   0.99955945
 QE2150
 QE2150:                Primary Azimuth Mark                     Grid Az
 QE2150:SPC OR N     -  WARD BUTTE AIRWAY BEACON                 005 51 36.3
 QE2150:SPC OR S     -  WARD BUTTE AIRWAY BEACON                 005 47 46.4
 QE2150:UTM  10      -  WARD BUTTE AIRWAY BEACON                 004 05 11.4
 QE2150
 QE2150|---------------------------------------------------------------------|
 QE2150| PID    Reference Object                     Distance      Geod. Az  |
 QE2150|                                                           dddmmss.s |
 QE2150| QE2126 WARD BUTTE AIRWAY BEACON            APPROX.29.8 KM 0040307.1 |
 QE2150| QE2159 CHRISTENSEN ANTENNA                  10.805 METERS 02925     |
 QE2150| QE2158 COBURG AZ MK 2                      388.018 METERS 06258     |
 QE2150| CD9695 COBURG AZ MK                                       0630031.0 |
 QE2150| QE1748 EUGENE KEZI TV MAST                 APPROX.10.3 KM 1571636.1 |
 QE2150| CD9696 COBURG RM 1                           5.513 METERS 17906     |
 QE2150| PC0920 SPENCER                             APPROX.24.5 KM 1884048.6 |
 QE2150| QE2149 SAN FRANCISCO PORTLAND BCN 47       APPROX. 4.6 KM 2531543.1 |
 QE2150| QE2142 ZUG RM 1                            APPROX.11.6 KM 3054643.9 |
 QE2150| CD9697 COBURG RM 2                           4.454 METERS 30639     |
 QE2150|---------------------------------------------------------------------|
 QE2150
 QE2150                          SUPERSEDED SURVEY CONTROL
 QE2150
 QE2150  NAD 83(1986)-  44 12 04.03082(N)    123 02 58.37742(W) AD(       ) 2
 QE2150  NAD 27      -  44 12 04.58060(N)    123 02 54.06138(W) AD(       ) 2
 QE2150  NGVD 29 (07/19/86)  282.0    (m)          925.     (f) VERT ANG    3  
 QE2150
 QE2150.Superseded values are not recommended for survey control.
 QE2150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2150.See file dsdata.txt to determine how the superseded data were derived.
 QE2150
 QE2150_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP9604194212(NAD 83)
 QE2150_MARKER: Z = SEE DESCRIPTION
 QE2150_SETTING: 80 = SET IN A BOULDER
 QE2150_SP_SET: SET IN A DRILL HOLE IN A BOULDER
 QE2150
 QE2150  HISTORY     - Date     Condition        Report By
 QE2150  HISTORY     - 1940     MONUMENTED       USGS
 QE2150  HISTORY     - 1945     SEE DESCRIPTION  CGS
 QE2150  HISTORY     - 1962     SEE DESCRIPTION  BPA
 QE2150  HISTORY     - 1966     SEE DESCRIPTION  CGS
 QE2150  HISTORY     - 1969     GOOD             OR-039
 QE2150  HISTORY     - 1980     GOOD             NGS
 QE2150
 QE2150                          STATION DESCRIPTION
 QE2150
 QE2150'DESCRIBED BY US GEOLOGICAL SURVEY 1940 (ANS)
 QE2150'THE STATION IS ON THE HIGHEST POINT AT THE EXTREME WEST END OF A
 QE2150'PROMINENT RIDGE KNOWN AS WEST POINT HILL, ABOUT 8 MILES EAST BY
 QE2150'SOUTH OF JUNCTION CITY AND ABOUT 5 MILES NORTH OF COBURG.  THE
 QE2150'WEST END OF THE RIDGE IS A STEEP AND ROCKY CLIFF, VOID OF TIMBER,
 QE2150'AND THE STATION SITE HAS A COMMANDING VIEW OF THE VALLEY BELOW.
 QE2150'
 QE2150'TO REACH FROM COBURG CITY HALL, FOLLOW THE MAIN ROAD (COUNTY)
 QE2150'NORTH AND WEST 0.6 MILE TO THE COBURG SCHOOLHOUSE, TURN RIGHT
 QE2150'(NORTH) ON THE ROAD TOWARDS ROWLAND AND BROWNSVILLE AND GO
 QE2150'3.6 MILES TO FORK, TAKE RIGHT FORK OVER WOODEN BRIDGE AND GO
 QE2150'0.4 MILE TO ROAD LEADING RIGHT (EAST), TURN RIGHT AND FOLLOW
 QE2150'ROAD AROUND THE SOUTH SIDE OF WEST POINT HILL, GOING 1.25 MILES
 QE2150'TO GRAVEL PIT AND END OF TRUCK TRAVEL.  PACK WESTWARD ALONG SOUTH
 QE2150'SLOPE OF RIDGE TO THE HIGHEST POINT AND STATION AT THE WEST
 QE2150'END OF THE RIDGE.  THE PACK WILL REQUIRE ABOUT 15 MINUTES.  THE
 QE2150'STATION, ABOUT 50 FEET EAST OF THE WEST EDGE OF CLIFF, IS A
 QE2150'STANDARD STATION DISK CEMENTED IN THE TOP OF A ROUND
 QE2150'BOULDER, ABOUT 3 FEET IN DIAMETER AND PROJECTING 18 INCHES.
 QE2150'THERE IS NO STAMPING ON THE MARK.
 QE2150'
 QE2150'THE AZIMUTH MARK IS REACHED FROM THE STATION BY PACKING
 QE2150'NORTHEASTERLY ALONG THE RIDGE ABOUT 1/4 MILE TO THE HIGHEST POINT
 QE2150'OF THE HILL.  THE AZIMUTH MARK IS ON THE SOUTHEAST SLOPE OF THE
 QE2150'HILL, ABOUT 50 FEET SOUTHEAST OF THE TOP, SET IN A SMALL BOULDER,
 QE2150'ONE OF MANY ON THE HILL, PROJECTS 8 INCHES, IS AT ABOUT THE SAME
 QE2150'ELEVATION AS THE STATION MARK, AND STAMPED COBURG 1940.  NOTE
 QE2150'12C.
 QE2150'
 QE2150'REFERENCE MARK NO.1 IS SET IN A LARGE BOULDER ABOUT 3 BY 1-1/2
 QE2150'FEET, PROJECTS 12 INCHES AND IS ABOUT 30 FEET NORTH OF THE SOUTH
 QE2150'EDGE OF CLIFF, ABOUT 1/2 FOOT BELOW THE STATION, AND IS STAMPED
 QE2150'COBURG NO 1 1940.  NOTE 12C.
 QE2150'
 QE2150'REFERENCE MARK NO.2 IS SET IN A BOULDER ABOUT 3 BY 2 FEET,
 QE2150'PROJECTS 1-1/2 FEET, ABOUT 20 FEET EAST OF WEST EDGE OF CLIFF, 12
 QE2150'INCHES BELOW STATION, AND IS STAMPED COBURG NO 2 1940.  NOTE 12C.
 QE2150'
 QE2150'HEIGHT OF LIGHT ABOVE STATION MARK 1-1/2 METERS.
 QE2150
 QE2150                          STATION RECOVERY (1945)
 QE2150
 QE2150'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (ANS)
 QE2150'STATION IS A U.S.G.S. TABLET ESTABLISHED AS A TRIANGULATION
 QE2150'STATION IN 1940 AND RECOVERED IN 1945.  THE PREVIOUS DESCRIPTION
 QE2150'WAS FOUND ADEQUATE AND THE STATION FOUND IN GOOD CONDITION.  A
 QE2150'SLIGHT DIFFERENCE WAS FOUND IN THE DISTANCE AND DIRECTION TO THE
 QE2150'REFERENCE MARKS.  A DETAILED DESCRIPTION FOLLOWS.
 QE2150'
 QE2150'STATION IS LOCATED ABOUT 8 MILES E BY S OF JUNCTION CITY, ABOUT
 QE2150'5 MILES N OF COBURG, ABOUT 6 MILES E OF THE WILLAMETTE RIVER, AND
 QE2150'ON THE W END OF A HIGH PROMINENT RIDGE KNOWN AS WEST POINT
 QE2150'HILL.  THE W END OF THE RIDGE TERMINATES IN A ROCKY CLIFF AND THE
 QE2150'S SLOPE IS VERY STEEP ALTHOUGH COVERED WITH A RICH GROWTH OF
 QE2150'HEAVY GRASS.  THE N SLOPE AND MAIN CREST OF THE RIDGE E ARE
 QE2150'TIMBERED.  THE STATION IS SITUATED ON A HIGH POINT AT THE W END
 QE2150'OF THE RIDGE, 50 FEET E OF THE W EDGE OF THE CLIFF.  THE MARK IS
 QE2150'A U.S. GEOLOGICAL SURVEY DISK SET IN A DRILL HOLE IN A 3- BY
 QE2150'4-FOOT BOULDER THAT PROJECTS ABOUT 1-1/2 FEET.  THE MARK IS
 QE2150'NOT STAMPED.
 QE2150'
 QE2150'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A DRILL HOLE
 QE2150'IN A 3- BY 2-FOOT BOULDER THAT PROJECTS ABOUT 1 FOOT.  THE
 QE2150'MARK IS ABOUT 30 FEET N OF THE S EDGE OF THE CLIFF AND ABOUT 1
 QE2150'FOOT LOWER THAN THE STATION.  IT IS STAMPED COBURG NO 1 1945.
 QE2150'
 QE2150'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A DRILL
 QE2150'HOLE IN A 2- BY 2-1/2-FOOT BOULDER THAT PROJECTS ABOUT 1-1/2
 QE2150'FEET.  THE MARK IS ABOUT 20 FEET E OF THE W EDGE OF THE CLIFF
 QE2150'AND ABOUT 1 FOOT LOWER THAN THE STATION.  IT IS STAMPED COBURG
 QE2150'NO 2 1945.
 QE2150'
 QE2150'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A DRILL HOLE IN A
 QE2150'SMALL BOULDER ABOUT 0.25 MILE NE OF THE STATION.  IT IS LOCATED ON
 QE2150'THE SAME RIDGE AS THE STATION, 50 FEET S OF THE CREST OF THE
 QE2150'RIDGE, AND ABOUT IN AN AREA OF SCATTERED BOULDERS.  THE BOULDER
 QE2150'HOLDING THE MARK PROJECTS ABOUT 8 INCHES AND IS EASILY
 QE2150'IDENTIFIED.  IT IS STAMPED COBURG 1940.  THE MARK IS REACHED BY
 QE2150'PACKING NE ALONG THE CREST OF THE RIDGE FOR 0.25 MILE.
 QE2150'
 QE2150'TO REACH THE STATION FROM THE CITY HALL IN COBURG, GO N ON THE
 QE2150'MAIN ROAD FOR 0.6 MILE TO THE COBURG SCHOOL.  TURN RIGHT (N) ON
 QE2150'THE ROAD TOWARDS ROWLAND AND BROWNSVILLE, AND GO 3.6 MILE TO
 QE2150'A FORK.  TAKE THE RIGHT FORK ACROSS A SMALL WOODEN BRIDGE AND
 QE2150'CONTINUE N ABOUT 0.4 MILE TO A ROAD LEADING RIGHT (E).  TURN
 QE2150'RIGHT AND FOLLOW THE ROAD 1.2 MILES TO THE BASE OF A STEEP GRASSY
 QE2150'SLOPE AT THE W END OF WEST POINT HILL AND END OF TRUCK TRAVEL.
 QE2150'PACK UP THE STEEP SLOPE TO THE CREST OF THE RIDGE AND STATION
 QE2150'OVERLOOKING THE CLIFF AT THE W END OF THE RIDGE.
 QE2150
 QE2150                          STATION RECOVERY (1962)
 QE2150
 QE2150'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1962
 QE2150'STATION MARK AND BOTH R.M.S FOUND IN GOOD CONDITION AND AS
 QE2150'DESCRIBED.
 QE2150'
 QE2150'TO REACH THE STATION FROM COBURG, FOLLOW HIGHWAY NW AND W TO
 QE2150'COBURG SCHOOL IN FORK OF ROAD.  TAKE RIGHT FORK (BROWNSVILLE ROAD)
 QE2150'N FOR 3.9 MILES TO A T-ROAD RIGHT.  GO RIGHT (E) ON COLEMAN ROAD,
 QE2150'CROSSING AN OVERPASS ABOVE THE FREEWAY, FOR ABOUT ONE MILE TO BASE
 QE2150'OF STEEP GRASSY SLOPE AT SW END OF WEST POINT HILL.  PACK NE AND
 QE2150'N UP STEEP SLOPE TO STATION OVERLOOKING ROCK CLIFF AT W END OF
 QE2150'CREST OF RIDGE.
 QE2150
 QE2150                          STATION RECOVERY (1966)
 QE2150
 QE2150'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (MKO)
 QE2150'TO REACH FROM POST OFFICE IN COBURG DRIVE ON NORTH WILLAMETTE
 QE2150'ROAD FOR 0.2 MILE TO A TURN AND SIGN HARRISBURG.  TURN LEFT AND GO
 QE2150'0.2 MILE TO T-ROAD (SIGN COBURG NORTH RD.).  TURN RIGHT (NORTH)
 QE2150'PAST COBURG SCHOOL AND GO 0.5 MILE TO A T-ROAD AND SIGN COLEMAN
 QE2150'RD.  TURN RIGHT (EAST) ON GRAVEL ROAD AND GO 0.5 MILE TO OVERPASS
 QE2150'OVER INTERSTATE HWY. 5 (FREEWAY).  CONTINUE STRAIGHT (EAST) FOR
 QE2150'0.4 MILE TO A SIDE ROAD LEFT.  KEEP RIGHT AND 0.2 MILE TO A GATE
 QE2150'AND CATTLE GUARD AND A Y-ROAD.  TAKE RIGHT FORK AND GO 0.1 MILE
 QE2150'ACROSS BRIDGE AND SIDE ROAD LEFT.  TURN LEFT UPHILL AND GO 0.1
 QE2150'MILE TO A GATE AND Y-ROAD.  KEEP RIGHT UPHILL AND GO 0.5 MILE TO
 QE2150'A DIM Y-ROAD.  TURN LEFT ACROSS SMALL CREEK, FOLLOW DIM
 QE2150'TRACK ROAD UP CREEK A SHORT DISTANCE, THEN LEFT UP STEEP GRADE
 QE2150'FOR 0.7 MILE TO A FENCE ON TOP OF RIDGE AND END OF TRUCK TRAVEL.
 QE2150'PACK SOUTHWESTERLY ALONG TOP OF RIDGE TO BLUFF AT END OF RIDGE
 QE2150'AND STATION COBURG.  APPROXIMATELY 10 MINUTES PACK.
 QE2150'
 QE2150'STATION, REFERENCE MARKS AND AZIMUTH MARK RECOVERED AS
 QE2150'DESCRIBED.  THERE IS EVIDENCE THAT THE PUBLISHED AZIMUTH TO THE
 QE2150'AZIMUTH MARK IS IN ERROR +02 MINUTES.
 QE2150
 QE2150                          STATION RECOVERY (1969)
 QE2150
 QE2150'RECOVERY NOTE BY LANE COUNTY OREGON 1969 (FLI)
 QE2150'THE STATION IS ON THE HIGHEST POINT AT THE EXTREME WEST END OF A
 QE2150'PROMINENT RIDGE KNOWN AS WEST PT. HILL ABOUT 8 MILES SOUTHEAST OF
 QE2150'JUNCTION CITY AND 5 MILES NORTH OF COBURG.
 QE2150'
 QE2150'TO REACH FROM COBURG CITY HALL, FOLLOW THE MAIN ROAD NORTHWEST 0.6
 QE2150'MILE TO THE COBURG SCHOOL, TURN RIGHT ON THE ROAD TO BROWNSVILLE AND
 QE2150'GO 3.6 MILES TO A FORK AND TAKE RIGHT FORK AND GO 0.4 MILE TO A
 QE2150'ROAD LEADING RIGHT (EAST) THEN TURN RIGHT AND FOLLOW THE ROAD
 QE2150'AROUND THE SOUTH SIDE OF WEST PT. HILL AND UP TO THE HIGHEST POINT
 QE2150'AND WEST END OF HILL AND STATION.  THE STATION IS ABOUT 50 FEET
 QE2150'EAST OF THE EDGE OF THE HILL IN A 3 FOOT BOULDER AND IS NOT
 QE2150'STAMPED.
 QE2150'
 QE2150'THE AZIMUTH MARK IS NORTHEAST ABOUT 0.25 MILE ON THE SOUTHEASTERN
 QE2150'SLOPE OF THE HIGHEST PART OF THE HILL.  STANDARD DISK IN SMALL ROCK
 QE2150'STAMPED COBURG-1940.
 QE2150'
 QE2150'REFERENCE MARK 1 IS A STANDARD DISK STAMPED COBURG 1 - 1940 SET IN A
 QE2150'LARGE BOULDER 30 FEET NORTH OF THE SOUTH EDGE OF THE HILL.
 QE2150'
 QE2150'REFERENCE MARK 2 IS A STANDARD DISK STAMPED COBURG 2 - 1940 SET IN A
 QE2150'LARGE ROCK ABOUT 20 FEET EAST OF THE WEST EDGE OF THE HILL.
 QE2150'
 QE2150'KEY IS REQUIRED.
 QE2150
 QE2150                          STATION RECOVERY (1980)
 QE2150
 QE2150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 QE2150'THE STATION, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 QE2150'RECOVERED IN GOOD CONDITION.  IN 1966 IT WAS REPORTED THAT THE
 QE2150'PUBLISHED AZIMUTH TO THE AZIMUTH MARK WAS IN ERROR BY 2 MINUTES.  THIS
 QE2150'WAS CONFIRMED AT THIS TIME.  THE DISTANCES TO THE REFERENCE MARKS
 QE2150'COMPARE FAVORABLY WITH EARLIER DESCRIPTIONS.  IT IS NOW POSSIBLE TO
 QE2150'DRIVE TO THE STATION.  A NEW DESCRIPTION FOLLOWS.
 QE2150'
 QE2150'THE STATION IS LOCATED ABOUT 8 MILES EAST-SOUTHEAST OF JUNCTION CITY,
 QE2150'5 MILES NORTH OF COBURG, AT THE WEST END OF A PROMINENT RIDGE KNOWN
 QE2150'AS WEST POINT HILL.
 QE2150'
 QE2150'TO REACH THE STATION FROM THE INTERSECTION OF E PEARL ST AND S
 QE2150'WILLAMETTE ST IN COBURG, GO NORTH ON S WILLAMETTE ST FOR 0.3 MILE,
 QE2150'TURN LEFT ON E VAN DUYNE ST AND GO 0.2 MILE TO A ROAD FORK, TURN
 QE2150'RIGHT ON COBURG RD N AND GO 4.1 MILES TO A ROAD RIGHT, TURN RIGHT ON
 QE2150'COLEMAN RD AND GO 0.9 MILE OVER FREEWAY TO INTERSECTION WITH WEST
 QE2150'POINT RD, PERMISSION AND A KEY TO A LOCKED GATE CAN BE OBTAINED FROM
 QE2150'THE CHRISTENSEN WELL DRILLING CO. WHICH IS LOCATED ABOUT 200 YARDS
 QE2150'SOUTH OF THIS POINT, CONTINUE STRAIGHT AHEAD FOR 0.15 MILE TO A ROAD
 QE2150'FORK AND LOCKED GATE ON THE LEFT.  TURN LEFT THROUGH GATE AND GO
 QE2150'UPHILL, 5.5 MILE TO A T ROAD, TURN SHARP LEFT AND GO .15 MILE TO THE
 QE2150'STATION ON THE RIGHT.
 QE2150'
 QE2150'THE STATION IS A STANDARD US GEOLOGICAL SURVEY DISK STAMPED
 QE2150'---UNSTAMPED---SET INTO A DRILL HOLE IN A ROCK OUTCROP THAT PROJECTS
 QE2150'1 FOOT LOCATED 24.4 METERS (80 FEET) W FROM A TRACK ROAD, 12.80
 QE2150'METERS (42.0 FEET) SSW FROM THE SOUTHWEST CORNER OF A SMALL BUILDING
 QE2150'FOR RADIO GEAR, AND 7.6 METERS (25 FEET) E FROM THE TOP EDGE OF THE
 QE2150'BLUFF.
 QE2150'
 QE2150'REFERENCE MARK NO. 1 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 QE2150'NOS) DISK STAMPED---COBURG 1940 NO 1---SET INTO A DRILL HOLE IN A
 QE2150'BOULDER THAT IS 3 FEET BY 1.5 FEET AND PROJECTS 1.5 FEET ABOVE THE
 QE2150'GROUND.  MARK IS LOCATED 17.22 METERS (56.5 FEET) SSW FROM THE
 QE2150'SOUTHWEST CORNER OF A SMALL BUILDING, 6.1 METERS (20 FEET) N FROM THE
 QE2150'TOP EDGE OF THE BLUFF, AND 0.3 METER (1 FOOT) LOWER THAN THE STATION.
 QE2150'
 QE2150'REFERENCE MARK NO. 2 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 QE2150'NOS) DISK STAMPED---COBURG 1940 NO 2---SET INTO THE TOP OF A
 QE2150'PARTIALLY EXPOSED BOULDER OF 0.9 METER (3 FEET) LARGEST DIMENSION
 QE2150'IT IS AT THE CREST OF THE BLUFF AND IS ABOUT 2 FEET HIGH.  MARK IS
 QE2150'LOCATED 14.0 METERS (46 FEET) SW FROM THE SOUTHWEST CORNER OF A SMALL
 QE2150'BUILDING, 11.16 METERS (36.6 FEET) SW FROM A 5 INCH METAL ANTENNA
 QE2150'POLE, AND 0.76 METER (2.5 FEET) LOWER THAN THE STATION.
 QE2150'
 QE2150'AZIMUTH MARK NO. 1 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 QE2150'STAMPED---COBURG 1970---SET INTO THE TOP OF A PARTIALLY EXPOSED
 QE2150'BOULDER OF 0.6 METER (2 FEET) LARGEST DIMENSION LOCATED 91.4 METERS
 QE2150'(300 FEET) E FROM A NORTH-SOUTH FENCE, 30.5 METERS (100 FEET) W FROM
 QE2150'THE TOP OF THE RIDGE, AND 1.84 METERS (6.0 FEET) W FROM A METAL
 QE2150'WITNESS POST.
 QE2150'
 QE2150'TO REACH THE AZIMUTH MARK FROM THE STATION FOLLOW THE TRACK ROAD 0.15
 QE2150'MILE BACK DOWN THE HILL TO WHERE THE ROAD TURNS SHARPLY TO THE SOUTH,
 QE2150'AND END OF TRUCK TRAVEL.  PACK NORTHEAST UP THE RIDGE ABOUT 0.1 MILE
 QE2150'TO THE MARK.  IT IS ABOUT A 5 MINUTE PACK.
 QE2150'
 QE2150'CHRISTENSEN ANTENNA POLE IS 5 INCH WELL CASEING PIPE SET IN CONCRETE
 QE2150'AND IS 50 FEET HIGH.  THERE IS A LADDER BANDED TO THE SOUTH SIDE OF
 QE2150'THE POLE.  A SMALL GREEN BUILDING IS 10 FT EAST OF THE ANTENNA.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1880 ***********************************************************************
 QE1880  DESIGNATION -  COBURN
 QE1880  PID         -  QE1880
 QE1880  STATE/COUNTY-  OR/MARION
 QE1880  USGS QUAD   -  SALEM WEST (1986)
 QE1880
 QE1880                         *CURRENT SURVEY CONTROL
 QE1880  ___________________________________________________________________
 QE1880* NAD 83(1991)-  44 53 15.18602(N)    123 00 36.58611(W)     ADJUSTED  
 QE1880* NAVD 88     -       131.7    (meters)     432.     (feet)  VERTCON   
 QE1880  ___________________________________________________________________
 QE1880  LAPLACE CORR-          -3.98  (seconds)                    DEFLEC99
 QE1880  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 QE1880  HORZ ORDER  -  SECOND
 QE1880
 QE1880.The horizontal coordinates were established by classical geodetic methods
 QE1880.and adjusted by the National Geodetic Survey in October 1991.
 QE1880
 QE1880.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE1880.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE1880
 QE1880.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE1880
 QE1880.The geoid height was determined by GEOID03.
 QE1880
 QE1880;                    North         East     Units Scale Factor Converg.
 QE1880;SPC OR N     -   138,746.504 2,301,745.292   MT  0.99990656   -1 46 48.6
 QE1880;SPC OR N     -   455,205.07  7,551,657.78   iFT  0.99990656   -1 46 48.6
 QE1880;UTM  10      - 4,970,458.990   499,197.450   MT  0.99960001   -0 00 25.8
 QE1880
 QE1880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE1880!SPC OR N     -   0.99998294  x   0.99990656  =   0.99988950
 QE1880!UTM  10      -   0.99998294  x   0.99960001  =   0.99958296
 QE1880
 QE1880|---------------------------------------------------------------------|
 QE1880| PID    Reference Object                     Distance      Geod. Az  |
 QE1880|                                                           dddmmss.s |
 QE1880| QE1881 HOBBS                                37.529 METERS 00404     |
 QE1880| QE1875 BAXTER                              APPROX. 1.4 KM 2174447.3 |
 QE1880|---------------------------------------------------------------------|
 QE1880
 QE1880                          SUPERSEDED SURVEY CONTROL
 QE1880
 QE1880  NAD 83(1986)-  44 53 15.20970(N)    123 00 36.60228(W) AD(       ) 2
 QE1880  NAD 27      -  44 53 15.77629(N)    123 00 32.26115(W) AD(       ) 2
 QE1880  NGVD 29 (07/19/86)  130.7    (m)          429.     (f) VERT ANG    3  
 QE1880
 QE1880.Superseded values are not recommended for survey control.
 QE1880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1880.See file dsdata.txt to determine how the superseded data were derived.
 QE1880
 QE1880_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ9919770459(NAD 83)
 QE1880_MARKER: Z = SEE DESCRIPTION
 QE1880_SETTING: 0 = UNSPECIFIED SETTING
 QE1880_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE1880
 QE1880  HISTORY     - Date     Condition        Report By
 QE1880  HISTORY     - 1971     MONUMENTED       OR1810
 QE1880
 QE1880                          STATION DESCRIPTION
 QE1880
 QE1880'DESCRIBED BY CITY OF SALEM OREGON 1971 (LGH)
 QE1880'THE STATION IS ABOUT 3.5 MILES SOUTHEAST OF SALEM IN THE SW
 QE1880'1/4 SEC. 12, T8S R3W.
 QE1880'
 QE1880'TO REACH THE STATION FROM THE CITY OF SALEM CIVIC CENTER, GO
 QE1880'SOUTH 0.3 MILE ON COMMERCIAL STREET TO THE INTERSECTION OF
 QE1880'COMMERCIAL STREET AND MISSION STREET, TURN LEFT ON MISSION AND
 QE1880'GO EAST 0.7 MILE TO THE INTERSECTION OF MISSION STREET AND 12TH
 QE1880'STREET, TURN RIGHT ON 12TH STREET AND GO SOUTH 1.8 MILES TO THE
 QE1880'INTERSECTION OF 12TH STREET AND MADRONA AVENUE, TURN LEFT ON
 QE1880'MADRONA AVENUE AND GO EAST 0.3 MILE TO THE INTERSECTION OF
 QE1880'MADRONA AVENUE AND PRINGLE ROAD, TURN RIGHT ON PRINGLE ROAD
 QE1880'AND GO SOUTH (NOTE--PRINGLE ROAD CHANGES TO BATTLE CREEK ROAD)
 QE1880'1.5 MILES TO THE INTERSECTION OF BATTLE CREEK ROAD AND
 QE1880'REED ROAD, 0.2 MILE PAST THE INTERSECTION OF BATTLE CREEK
 QE1880'ROAD AND REED ROAD, TURN LEFT INTO GRAVEL DRIVEWAY AND
 QE1880'FOLLOW PAST HOUSE AND GARAGE, ABOUT 30 FEET PAST GARAGE IS A
 QE1880'FARM GATE AND CATTLE LOADING PEN ON THE RIGHT SIDE OF
 QE1880'DRIVEWAY, PASS THROUGH GATE AND TURN RIGHT, GO NORTHERLY TO TOP
 QE1880'OF HILL, 0.3 MILE FROM DRIVEWAY ENTRANCE.
 QE1880'
 QE1880'THE STATION MARK IS A CITY OF SALEM BRASS DISK STAMPED COBURG
 QE1880'1971, SET IN A LARGE ROCK ABOUT 2 FEET ABOVE THE GROUND, 55.5
 QE1880'FEET SOUTHEASTERLY FROM THE MOST WESTERLY TREE ON TOP OF HILL
 QE1880'AND 55.3 FEET SOUTHWESTERLY FROM THE MOST EASTERLY TREE ON TOP
 QE1880'OF HILL.  THE STATION IS 4.1 FEET WEST OF A METAL WITNESS POST.
 QE1880'NO UNDERGROUND STATION EXISTS FOR THIS STATION.
 QE1880'
 QE1880'HEIGHT OF LIGHT ABOVE STATION MARK 1.31 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1191 ***********************************************************************
 SC1191  DESIGNATION -  COE DREDGING 44
 SC1191  PID         -  SC1191
 SC1191  STATE/COUNTY-  OR/CLATSOP
 SC1191  USGS QUAD   -  CATHLAMET BAY (1984)
 SC1191
 SC1191                         *CURRENT SURVEY CONTROL
 SC1191  ___________________________________________________________________
 SC1191* NAD 83(1991)-  46 14 01.20294(N)    123 42 50.15794(W)     ADJUSTED  
 SC1191* NAVD 88     -         9.3    (meters)      31.     (feet)  VERTCON   
 SC1191  ___________________________________________________________________
 SC1191  X           -  -2,453,079.405 (meters)                     COMP
 SC1191  Y           -  -3,676,300.417 (meters)                     COMP
 SC1191  Z           -   4,583,242.229 (meters)                     COMP
 SC1191  LAPLACE CORR-          11.55  (seconds)                    DEFLEC99
 SC1191  ELLIP HEIGHT-         -13.173 (meters)          (10/15/91) ADJUSTED
 SC1191  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 SC1191  HORZ ORDER  -  THIRD
 SC1191  ELLP ORDER  -  FOURTH    CLASS I
 SC1191
 SC1191.The horizontal coordinates were established by GPS observations
 SC1191.and adjusted by the National Geodetic Survey in October 1991.
 SC1191
 SC1191.The NAVD 88 height was computed by applying the VERTCON shift value to
 SC1191.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SC1191
 SC1191.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SC1191
 SC1191.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1191
 SC1191.The ellipsoidal height was determined by GPS observations
 SC1191.and is referenced to NAD 83.
 SC1191
 SC1191.The geoid height was determined by GEOID03.
 SC1191
 SC1191;                    North         East     Units Scale Factor Converg.
 SC1191;SPC OR N     -   290,199.308 2,252,136.813   MT  1.00006785   -2 16 45.4
 SC1191;SPC OR N     -   952,097.47  7,388,900.31   iFT  1.00006785   -2 16 45.4
 SC1191;SPC WA S     -   105,121.398   252,173.371   MT  0.99993331   -2 20 04.5
 SC1191;SPC WA S     -   344,885.79    827,338.80   sFT  0.99993331   -2 20 04.5
 SC1191;UTM  10      - 5,120,257.768   444,951.762   MT  0.99963725   -0 30 56.1
 SC1191
 SC1191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1191!SPC OR N     -   1.00000207  x   1.00006785  =   1.00006992
 SC1191!SPC WA S     -   1.00000207  x   0.99993331  =   0.99993537
 SC1191!UTM  10      -   1.00000207  x   0.99963725  =   0.99963931
 SC1191
 SC1191:                Primary Azimuth Mark                     Grid Az
 SC1191:SPC OR N     -  COE DREDGING 46                          069 52 50.8
 SC1191:SPC WA S     -  COE DREDGING 46                          069 56 09.9
 SC1191:UTM  10      -  COE DREDGING 46                          068 07 01.5
 SC1191
 SC1191|---------------------------------------------------------------------|
 SC1191| PID    Reference Object                     Distance      Geod. Az  |
 SC1191|                                                           dddmmss.s |
 SC1191| SC1192 COE DREDGING 46                     APPROX. 0.6 KM 0673605.4 |
 SC1191|---------------------------------------------------------------------|
 SC1191
 SC1191                          SUPERSEDED SURVEY CONTROL
 SC1191
 SC1191  NAD 83(1986)-  46 14 01.21907(N)    123 42 50.12881(W) AD(       ) 3
 SC1191  NAD 27      -  46 14 01.82693(N)    123 42 45.64714(W) AD(       ) 3
 SC1191  NGVD 29 (07/16/87)    8.4    (m)           28.     (f) GPS OBS     3  
 SC1191
 SC1191.Superseded values are not recommended for survey control.
 SC1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1191.See file dsdata.txt to determine how the superseded data were derived.
 SC1191
 SC1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS4495220258(NAD 83)
 SC1191_MARKER: 14 = NAVIGATION LIGHT
 SC1191_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC1191+SATELLITE: SATELLITE OBSERVATIONS - 1986
 SC1191
 SC1191  HISTORY     - Date     Condition        Report By
 SC1191  HISTORY     - 1986     FIRST OBSERVED   USE
 SC1191
 SC1191                          STATION DESCRIPTION
 SC1191
 SC1191'DESCRIBED BY US ENGINEERS 1986 (MRM)
 SC1191'THE STATION IS THE LIGHT ON THE DREDGING TOWER LOCATED ABOUT 1 MI
 SC1191'SOUTH OF RICE ISLAND. IT IS THE NW MOST OF FOUR.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1192 ***********************************************************************
 SC1192  DESIGNATION -  COE DREDGING 46
 SC1192  PID         -  SC1192
 SC1192  STATE/COUNTY-  OR/CLATSOP
 SC1192  USGS QUAD   -  CATHLAMET BAY (1984)
 SC1192
 SC1192                         *CURRENT SURVEY CONTROL
 SC1192  ___________________________________________________________________
 SC1192* NAD 83(1991)-  46 14 09.14596(N)    123 42 22.38113(W)     ADJUSTED  
 SC1192* NAVD 88     -        10.8    (meters)      35.     (feet)  VERTCON   
 SC1192  ___________________________________________________________________
 SC1192  X           -  -2,452,486.634 (meters)                     COMP
 SC1192  Y           -  -3,676,484.303 (meters)                     COMP
 SC1192  Z           -   4,583,413.022 (meters)                     COMP
 SC1192  LAPLACE CORR-          11.61  (seconds)                    DEFLEC99
 SC1192  ELLIP HEIGHT-         -11.580 (meters)          (10/15/91) ADJUSTED
 SC1192  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 SC1192  HORZ ORDER  -  THIRD
 SC1192  ELLP ORDER  -  FOURTH    CLASS I
 SC1192
 SC1192.The horizontal coordinates were established by GPS observations
 SC1192.and adjusted by the National Geodetic Survey in October 1991.
 SC1192
 SC1192.The NAVD 88 height was computed by applying the VERTCON shift value to
 SC1192.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SC1192
 SC1192.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SC1192
 SC1192.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1192
 SC1192.The ellipsoidal height was determined by GPS observations
 SC1192.and is referenced to NAD 83.
 SC1192
 SC1192.The geoid height was determined by GEOID03.
 SC1192
 SC1192;                    North         East     Units Scale Factor Converg.
 SC1192;SPC OR N     -   290,420.742 2,252,741.284   MT  1.00006857   -2 16 25.7
 SC1192;SPC OR N     -   952,823.96  7,390,883.48   iFT  1.00006857   -2 16 25.7
 SC1192;SPC WA S     -   105,342.219   252,777.973   MT  0.99993307   -2 19 44.3
 SC1192;SPC WA S     -   345,610.26    829,322.40   sFT  0.99993307   -2 19 44.3
 SC1192;UTM  10      - 5,120,497.598   445,548.873   MT  0.99963645   -0 30 36.1
 SC1192
 SC1192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1192!SPC OR N     -   1.00000182  x   1.00006857  =   1.00007039
 SC1192!SPC WA S     -   1.00000182  x   0.99993307  =   0.99993489
 SC1192!UTM  10      -   1.00000182  x   0.99963645  =   0.99963826
 SC1192
 SC1192:                Primary Azimuth Mark                     Grid Az
 SC1192:SPC OR N     -  COE DREDGING 44                          249 52 51.2
 SC1192:SPC WA S     -  COE DREDGING 44                          249 56 09.8
 SC1192:UTM  10      -  COE DREDGING 44                          248 07 01.6
 SC1192
 SC1192|---------------------------------------------------------------------|
 SC1192| PID    Reference Object                     Distance      Geod. Az  |
 SC1192|                                                           dddmmss.s |
 SC1192| SC1191 COE DREDGING 44                     APPROX. 0.6 KM 2473625.5 |
 SC1192|---------------------------------------------------------------------|
 SC1192
 SC1192                          SUPERSEDED SURVEY CONTROL
 SC1192
 SC1192  NAD 83(1986)-  46 14 09.16257(N)    123 42 22.35292(W) AD(       ) 3
 SC1192  NAD 27      -  46 14 09.76921(N)    123 42 17.87141(W) AD(       ) 3
 SC1192  NGVD 29 (07/16/87)    9.8    (m)           32.     (f) GPS OBS     3  
 SC1192
 SC1192.Superseded values are not recommended for survey control.
 SC1192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1192.See file dsdata.txt to determine how the superseded data were derived.
 SC1192
 SC1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS4554920498(NAD 83)
 SC1192_MARKER: 14 = NAVIGATION LIGHT
 SC1192_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC1192+SATELLITE: SATELLITE OBSERVATIONS - 1986
 SC1192
 SC1192  HISTORY     - Date     Condition        Report By
 SC1192  HISTORY     - 1986     FIRST OBSERVED   USE
 SC1192
 SC1192                          STATION DESCRIPTION
 SC1192
 SC1192'DESCRIBED BY US ENGINEERS 1986 (MRM)
 SC1192'STATION IS THE LIGHT ON THE COE DREDGING TOWER ABOUT 1 MILE SOUTH
 SC1192'OF RICE ISLAND. IT IS THE NE MOST OF FOUR.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1194 ***********************************************************************
 SC1194  DESIGNATION -  COE PILING 60
 SC1194  PID         -  SC1194
 SC1194  STATE/COUNTY-  OR/CLATSOP
 SC1194  USGS QUAD   -  KNAPPA (1986)
 SC1194
 SC1194                         *CURRENT SURVEY CONTROL
 SC1194  ___________________________________________________________________
 SC1194* NAD 83(1991)-  46 14 54.46078(N)    123 37 24.31328(W)     ADJUSTED  
 SC1194* NAVD 88     -         5.8    (meters)      19.     (feet)  VERTCON   
 SC1194  ___________________________________________________________________
 SC1194  X           -  -2,446,609.971 (meters)                     COMP
 SC1194  Y           -  -3,679,180.391 (meters)                     COMP
 SC1194  Z           -   4,584,377.450 (meters)                     COMP
 SC1194  LAPLACE CORR-          12.41  (seconds)                    DEFLEC99
 SC1194  ELLIP HEIGHT-         -16.085 (meters)          (10/15/91) ADJUSTED
 SC1194  GEOID HEIGHT-         -22.32  (meters)                     GEOID03
 SC1194  HORZ ORDER  -  THIRD
 SC1194  ELLP ORDER  -  FOURTH    CLASS I
 SC1194
 SC1194.The horizontal coordinates were established by GPS observations
 SC1194.and adjusted by the National Geodetic Survey in October 1991.
 SC1194
 SC1194.The NAVD 88 height was computed by applying the VERTCON shift value to
 SC1194.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SC1194
 SC1194.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SC1194
 SC1194.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1194
 SC1194.The ellipsoidal height was determined by GPS observations
 SC1194.and is referenced to NAD 83.
 SC1194
 SC1194.The geoid height was determined by GEOID03.
 SC1194
 SC1194;                    North         East     Units Scale Factor Converg.
 SC1194;SPC OR N     -   291,568.839 2,259,177.297   MT  1.00007271   -2 12 54.3
 SC1194;SPC OR N     -   956,590.68  7,411,999.01   iFT  1.00007271   -2 12 54.3
 SC1194;SPC WA S     -   106,484.040   259,214.185   MT  0.99993176   -2 16 07.8
 SC1194;SPC WA S     -   349,356.39    850,438.54   sFT  0.99993176   -2 16 07.8
 SC1194;UTM  10      - 5,121,842.709   451,943.685   MT  0.99962839   -0 27 01.2
 SC1194
 SC1194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1194!SPC OR N     -   1.00000252  x   1.00007271  =   1.00007523
 SC1194!SPC WA S     -   1.00000252  x   0.99993176  =   0.99993428
 SC1194!UTM  10      -   1.00000252  x   0.99962839  =   0.99963091
 SC1194
 SC1194                          SUPERSEDED SURVEY CONTROL
 SC1194
 SC1194  NAD 83(1986)-  46 14 54.47885(N)    123 37 24.28702(W) AD(       ) 3
 SC1194  NAD 27      -  46 14 55.07676(N)    123 37 19.81758(W) AD(       ) 3
 SC1194  NGVD 29 (07/16/87)    4.8    (m)           16.     (f) GPS OBS     3  
 SC1194
 SC1194.Superseded values are not recommended for survey control.
 SC1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1194.See file dsdata.txt to determine how the superseded data were derived.
 SC1194
 SC1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS5194421843(NAD 83)
 SC1194_MARKER: 11 = PILING
 SC1194_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC1194+SATELLITE: SATELLITE OBSERVATIONS - 1986
 SC1194
 SC1194  HISTORY     - Date     Condition        Report By
 SC1194  HISTORY     - 1986     FIRST OBSERVED   USE
 SC1194
 SC1194                          STATION DESCRIPTION
 SC1194
 SC1194'DESCRIBED BY US ENGINEERS 1986 (MRM)
 SC1194'PILING IS ORANGE CAPPED AND IS LOCATED ABOUT 2 MI SE OF ALTOONA,
 SC1194'WA.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1195 ***********************************************************************
 SC1195  DESIGNATION -  COE PILING 99
 SC1195  PID         -  SC1195
 SC1195  STATE/COUNTY-  OR/COLUMBIA
 SC1195  USGS QUAD   -  OAK POINT (1985)
 SC1195
 SC1195                         *CURRENT SURVEY CONTROL
 SC1195  ___________________________________________________________________
 SC1195* NAD 83(1991)-  46 11 10.61585(N)    123 09 02.72400(W)     ADJUSTED  
 SC1195* NAVD 88     -         3.3    (meters)      11.     (feet)  VERTCON   
 SC1195  ___________________________________________________________________
 SC1195  X           -  -2,418,903.762 (meters)                     COMP
 SC1195  Y           -  -3,703,415.383 (meters)                     COMP
 SC1195  Z           -   4,579,594.283 (meters)                     COMP
 SC1195  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 SC1195  ELLIP HEIGHT-         -17.338 (meters)          (10/15/91) ADJUSTED
 SC1195  GEOID HEIGHT-         -20.90  (meters)                     GEOID03
 SC1195  HORZ ORDER  -  THIRD
 SC1195  ELLP ORDER  -  FOURTH    CLASS I
 SC1195
 SC1195.The horizontal coordinates were established by GPS observations
 SC1195.and adjusted by the National Geodetic Survey in October 1991.
 SC1195
 SC1195.The NAVD 88 height was computed by applying the VERTCON shift value to
 SC1195.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SC1195
 SC1195.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SC1195
 SC1195.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1195
 SC1195.The ellipsoidal height was determined by GPS observations
 SC1195.and is referenced to NAD 83.
 SC1195
 SC1195.The geoid height was determined by GEOID03.
 SC1195
 SC1195;                    North         East     Units Scale Factor Converg.
 SC1195;SPC OR N     -   283,358.205 2,295,379.738   MT  1.00005273   -1 52 47.6
 SC1195;SPC OR N     -   929,652.90  7,530,773.42   iFT  1.00005273   -1 52 47.6
 SC1195;SPC WA S     -    98,243.067   295,404.876   MT  0.99993868   -1 55 31.8
 SC1195;SPC WA S     -   322,319.13    969,174.16   sFT  0.99993868   -1 55 31.8
 SC1195;UTM  10      - 5,114,756.103   488,365.799   MT  0.99960166   -0 06 31.6
 SC1195
 SC1195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1195!SPC OR N     -   1.00000272  x   1.00005273  =   1.00005545
 SC1195!SPC WA S     -   1.00000272  x   0.99993868  =   0.99994140
 SC1195!UTM  10      -   1.00000272  x   0.99960166  =   0.99960438
 SC1195
 SC1195                          SUPERSEDED SURVEY CONTROL
 SC1195
 SC1195  NAD 83(1986)-  46 11 10.63522(N)    123 09 02.71204(W) AD(       ) 3
 SC1195  NAD 27      -  46 11 11.19894(N)    123 08 58.33978(W) AD(       ) 3
 SC1195  NGVD 29 (07/16/87)    2.4    (m)            8.     (f) GPS OBS     3  
 SC1195
 SC1195.Superseded values are not recommended for survey control.
 SC1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1195.See file dsdata.txt to determine how the superseded data were derived.
 SC1195
 SC1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS8836614756(NAD 83)
 SC1195_MARKER: 11 = PILING
 SC1195_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC1195+SATELLITE: SATELLITE OBSERVATIONS - 1986
 SC1195
 SC1195  HISTORY     - Date     Condition        Report By
 SC1195  HISTORY     - 1986     FIRST OBSERVED   USE
 SC1195
 SC1195                          STATION DESCRIPTION
 SC1195
 SC1195'DESCRIBED BY US ENGINEERS 1986 (MRM)
 SC1195'ORANGE CAPPED PILING IS LOCATED NE OF GULL ISLAND ABOUT 1.7 MILES
 SC1195'WSW OF STELLA, WA.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1196 ***********************************************************************
 SC1196  DESIGNATION -  COE PILING MILLER SANDS
 SC1196  PID         -  SC1196
 SC1196  STATE/COUNTY-  OR/CLATSOP
 SC1196  USGS QUAD   -  ROSBURG (1984)
 SC1196
 SC1196                         *CURRENT SURVEY CONTROL
 SC1196  ___________________________________________________________________
 SC1196* NAD 83(1991)-  46 15 12.43166(N)    123 38 37.24963(W)     ADJUSTED  
 SC1196* NAVD 88     -         7.3    (meters)      24.     (feet)  VERTCON   
 SC1196  ___________________________________________________________________
 SC1196  X           -  -2,447,689.274 (meters)                     COMP
 SC1196  Y           -  -3,677,982.161 (meters)                     COMP
 SC1196  Z           -   4,584,762.188 (meters)                     COMP
 SC1196  LAPLACE CORR-          12.33  (seconds)                    DEFLEC99
 SC1196  ELLIP HEIGHT-         -14.649 (meters)          (10/15/91) ADJUSTED
 SC1196  GEOID HEIGHT-         -22.41  (meters)                     GEOID03
 SC1196  HORZ ORDER  -  THIRD
 SC1196  ELLP ORDER  -  FOURTH    CLASS I
 SC1196
 SC1196.The horizontal coordinates were established by GPS observations
 SC1196.and adjusted by the National Geodetic Survey in October 1991.
 SC1196
 SC1196.The NAVD 88 height was computed by applying the VERTCON shift value to
 SC1196.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SC1196
 SC1196.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SC1196
 SC1196.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1196
 SC1196.The ellipsoidal height was determined by GPS observations
 SC1196.and is referenced to NAD 83.
 SC1196
 SC1196.The geoid height was determined by GEOID03.
 SC1196
 SC1196;                    North         East     Units Scale Factor Converg.
 SC1196;SPC OR N     -   292,183.929 2,257,637.571   MT  1.00007437   -2 13 46.0
 SC1196;SPC OR N     -   958,608.69  7,406,947.41   iFT  1.00007437   -2 13 46.0
 SC1196;SPC WA S     -   107,100.492   257,675.257   MT  0.99993126   -2 17 00.8
 SC1196;SPC WA S     -   351,378.86    845,389.57   sFT  0.99993126   -2 17 00.8
 SC1196;UTM  10      - 5,122,409.842   450,386.441   MT  0.99963026   -0 27 54.0
 SC1196
 SC1196!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1196!SPC OR N     -   1.00000230  x   1.00007437  =   1.00007667
 SC1196!SPC WA S     -   1.00000230  x   0.99993126  =   0.99993356
 SC1196!UTM  10      -   1.00000230  x   0.99963026  =   0.99963256
 SC1196
 SC1196                          SUPERSEDED SURVEY CONTROL
 SC1196
 SC1196  NAD 83(1986)-  46 15 12.44956(N)    123 38 37.22360(W) AD(       ) 3
 SC1196  NAD 27      -  46 15 13.04888(N)    123 38 32.74932(W) AD(       ) 3
 SC1196  NGVD 29 (07/16/87)    6.4    (m)           21.     (f) GPS OBS     3  
 SC1196
 SC1196.Superseded values are not recommended for survey control.
 SC1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1196.See file dsdata.txt to determine how the superseded data were derived.
 SC1196
 SC1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS5038622410(NAD 83)
 SC1196_MARKER: 11 = PILING
 SC1196_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC1196+SATELLITE: SATELLITE OBSERVATIONS - 1986
 SC1196
 SC1196  HISTORY     - Date     Condition        Report By
 SC1196  HISTORY     - 1986     FIRST OBSERVED   USE
 SC1196
 SC1196                          STATION DESCRIPTION
 SC1196
 SC1196'DESCRIBED BY US ENGINEERS 1986 (MRM)
 SC1196'PILING IS ORANGE CAPPED AND IS LOCATED ON THE NORTH END OF MILLER
 SC1196'SANDS ABOUT 1 MI SSE OF ALTOONA, WA.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1197 ***********************************************************************
 SC1197  DESIGNATION -  COE PILING RICE IS 47
 SC1197  PID         -  SC1197
 SC1197  STATE/COUNTY-  OR/CLATSOP
 SC1197  USGS QUAD   -  CATHLAMET BAY (1984)
 SC1197
 SC1197                         *CURRENT SURVEY CONTROL
 SC1197  ___________________________________________________________________
 SC1197* NAD 83(1991)-  46 14 53.60950(N)    123 42 35.84525(W)     ADJUSTED  
 SC1197* NAVD 88     -        10.5    (meters)      34.     (feet)  VERTCON   
 SC1197  ___________________________________________________________________
 SC1197  X           -  -2,452,176.221 (meters)                     COMP
 SC1197  Y           -  -3,675,499.237 (meters)                     COMP
 SC1197  Z           -   4,584,362.391 (meters)                     COMP
 SC1197  LAPLACE CORR-          11.65  (seconds)                    DEFLEC99
 SC1197  ELLIP HEIGHT-         -11.768 (meters)          (10/15/91) ADJUSTED
 SC1197  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 SC1197  HORZ ORDER  -  THIRD
 SC1197  ELLP ORDER  -  FOURTH    CLASS I
 SC1197
 SC1197.The horizontal coordinates were established by GPS observations
 SC1197.and adjusted by the National Geodetic Survey in October 1991.
 SC1197
 SC1197.The NAVD 88 height was computed by applying the VERTCON shift value to
 SC1197.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SC1197
 SC1197.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SC1197
 SC1197.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1197
 SC1197.The ellipsoidal height was determined by GPS observations
 SC1197.and is referenced to NAD 83.
 SC1197
 SC1197.The geoid height was determined by GEOID03.
 SC1197
 SC1197;                    North         East     Units Scale Factor Converg.
 SC1197;SPC OR N     -   291,804.094 2,252,507.546   MT  1.00007263   -2 16 35.2
 SC1197;SPC OR N     -   957,362.51  7,390,116.62   iFT  1.00007263   -2 16 35.2
 SC1197;SPC WA S     -   106,725.605   252,545.601   MT  0.99993179   -2 19 54.1
 SC1197;SPC WA S     -   350,148.92    828,560.03   sFT  0.99993179   -2 19 54.1
 SC1197;UTM  10      - 5,121,872.505   445,272.790   MT  0.99963682   -0 30 46.2
 SC1197
 SC1197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1197!SPC OR N     -   1.00000184  x   1.00007263  =   1.00007447
 SC1197!SPC WA S     -   1.00000184  x   0.99993179  =   0.99993363
 SC1197!UTM  10      -   1.00000184  x   0.99963682  =   0.99963866
 SC1197
 SC1197:                Primary Azimuth Mark                     Grid Az
 SC1197:SPC OR N     -  COE PILING RICE IS 48                    064 00 34.9
 SC1197:SPC WA S     -  COE PILING RICE IS 48                    064 03 53.8
 SC1197:UTM  10      -  COE PILING RICE IS 48                    062 14 45.9
 SC1197
 SC1197|---------------------------------------------------------------------|
 SC1197| PID    Reference Object                     Distance      Geod. Az  |
 SC1197|                                                           dddmmss.s |
 SC1197| SC1198 COE PILING RICE IS 48               APPROX. 1.4 KM 0614359.7 |
 SC1197|---------------------------------------------------------------------|
 SC1197
 SC1197                          SUPERSEDED SURVEY CONTROL
 SC1197
 SC1197  NAD 83(1986)-  46 14 53.62659(N)    123 42 35.81559(W) AD(       ) 3
 SC1197  NAD 27      -  46 14 54.23247(N)    123 42 31.32971(W) AD(       ) 3
 SC1197  NGVD 29 (07/16/87)    9.6    (m)           31.     (f) GPS OBS     3  
 SC1197
 SC1197.Superseded values are not recommended for survey control.
 SC1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1197.See file dsdata.txt to determine how the superseded data were derived.
 SC1197
 SC1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS4527321873(NAD 83)
 SC1197_MARKER: 11 = PILING
 SC1197_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC1197+SATELLITE: SATELLITE OBSERVATIONS - 1986
 SC1197
 SC1197  HISTORY     - Date     Condition        Report By
 SC1197  HISTORY     - 1986     FIRST OBSERVED   USE
 SC1197
 SC1197                          STATION DESCRIPTION
 SC1197
 SC1197'DESCRIBED BY US ENGINEERS 1986 (MRM)
 SC1197'THE PILING IS ORANGE CAPPED AND IS ON THE CENTER PORTION OF RICE
 SC1197'ISLAND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1198 ***********************************************************************
 SC1198  DESIGNATION -  COE PILING RICE IS 48
 SC1198  PID         -  SC1198
 SC1198  STATE/COUNTY-  OR/CLATSOP
 SC1198  USGS QUAD   -  ROSBURG (1984)
 SC1198
 SC1198                         *CURRENT SURVEY CONTROL
 SC1198  ___________________________________________________________________
 SC1198* NAD 83(1991)-  46 15 14.85059(N)    123 41 38.88715(W)     ADJUSTED  
 SC1198* NAVD 88     -         3.5    (meters)      11.     (feet)  VERTCON   
 SC1198  ___________________________________________________________________
 SC1198  X           -  -2,450,895.656 (meters)                     COMP
 SC1198  Y           -  -3,675,778.029 (meters)                     COMP
 SC1198  Z           -   4,584,810.855 (meters)                     COMP
 SC1198  LAPLACE CORR-          11.89  (seconds)                    DEFLEC99
 SC1198  ELLIP HEIGHT-         -18.770 (meters)          (10/15/91) ADJUSTED
 SC1198  GEOID HEIGHT-         -22.63  (meters)                     GEOID03
 SC1198  HORZ ORDER  -  THIRD
 SC1198  ELLP ORDER  -  FOURTH    CLASS I
 SC1198
 SC1198.The horizontal coordinates were established by GPS observations
 SC1198.and adjusted by the National Geodetic Survey in October 1991.
 SC1198
 SC1198.The NAVD 88 height was computed by applying the VERTCON shift value to
 SC1198.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SC1198
 SC1198.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SC1198
 SC1198.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1198
 SC1198.The ellipsoidal height was determined by GPS observations
 SC1198.and is referenced to NAD 83.
 SC1198
 SC1198.The geoid height was determined by GEOID03.
 SC1198
 SC1198;                    North         East     Units Scale Factor Converg.
 SC1198;SPC OR N     -   292,411.137 2,253,752.710   MT  1.00007459   -2 15 54.8
 SC1198;SPC OR N     -   959,354.12  7,394,201.80   iFT  1.00007459   -2 15 54.8
 SC1198;SPC WA S     -   107,331.364   253,791.171   MT  0.99993119   -2 19 12.7
 SC1198;SPC WA S     -   352,136.32    832,646.53   sFT  0.99993119   -2 19 12.7
 SC1198;UTM  10      - 5,122,517.301   446,498.145   MT  0.99963519   -0 30 05.3
 SC1198
 SC1198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1198!SPC OR N     -   1.00000294  x   1.00007459  =   1.00007753
 SC1198!SPC WA S     -   1.00000294  x   0.99993119  =   0.99993413
 SC1198!UTM  10      -   1.00000294  x   0.99963519  =   0.99963813
 SC1198
 SC1198:                Primary Azimuth Mark                     Grid Az
 SC1198:SPC OR N     -  COE PILING RICE IS 47                    244 00 35.7
 SC1198:SPC WA S     -  COE PILING RICE IS 47                    244 03 53.6
 SC1198:UTM  10      -  COE PILING RICE IS 47                    242 14 46.2
 SC1198
 SC1198|---------------------------------------------------------------------|
 SC1198| PID    Reference Object                     Distance      Geod. Az  |
 SC1198|                                                           dddmmss.s |
 SC1198| SC1197 COE PILING RICE IS 47               APPROX. 1.4 KM 2414440.9 |
 SC1198|---------------------------------------------------------------------|
 SC1198
 SC1198                          SUPERSEDED SURVEY CONTROL
 SC1198
 SC1198  NAD 83(1986)-  46 15 14.86738(N)    123 41 38.86376(W) AD(       ) 3
 SC1198  NAD 27      -  46 15 15.47147(N)    123 41 34.37866(W) AD(       ) 3
 SC1198  NGVD 29 (07/16/87)    2.5    (m)            8.     (f) GPS OBS     3  
 SC1198
 SC1198.Superseded values are not recommended for survey control.
 SC1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1198.See file dsdata.txt to determine how the superseded data were derived.
 SC1198
 SC1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS4649822517(NAD 83)
 SC1198_MARKER: 11 = PILING
 SC1198_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC1198+SATELLITE: SATELLITE OBSERVATIONS - 1986
 SC1198
 SC1198  HISTORY     - Date     Condition        Report By
 SC1198  HISTORY     - 1986     FIRST OBSERVED   USE
 SC1198
 SC1198                          STATION DESCRIPTION
 SC1198
 SC1198'DESCRIBED BY US ENGINEERS 1986 (MRM)
 SC1198'THE PILING IS ORANGE CAPPED AND IS LOCATED ON THE NE END OF RICE
 SC1198'ISLAND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA1393 ***********************************************************************
 RA1393  DESIGNATION -  COFFEE
 RA1393  PID         -  RA1393
 RA1393  STATE/COUNTY-  OR/WALLOWA
 RA1393  USGS QUAD   -  FINGERBOARD SADDLE (1990)
 RA1393
 RA1393                         *CURRENT SURVEY CONTROL
 RA1393  ___________________________________________________________________
 RA1393* NAD 83(1991)-  45 38 14.20659(N)    116 40 13.14614(W)     ADJUSTED  
 RA1393* NAVD 88     -      1609.9    (meters)    5282.     (feet)  VERTCON   
 RA1393  ___________________________________________________________________
 RA1393  LAPLACE CORR-           6.90  (seconds)                    DEFLEC99
 RA1393  GEOID HEIGHT-         -15.85  (meters)                     GEOID03
 RA1393  HORZ ORDER  -  THIRD
 RA1393
 RA1393.The horizontal coordinates were established by classical geodetic methods
 RA1393.and adjusted by the National Geodetic Survey in October 1991.
 RA1393
 RA1393.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1393.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1393
 RA1393.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1393
 RA1393.The geoid height was determined by GEOID03.
 RA1393
 RA1393;                    North         East     Units Scale Factor Converg.
 RA1393;SPC OR N     -   226,055.904 2,798,458.951   MT  0.99992800   +2 42 57.4
 RA1393;SPC OR N     -   741,653.23  9,181,295.77   iFT  0.99992800   +2 42 57.4
 RA1393;SPC ID W     -   441,539.415   728,249.553   MT  0.99999660   -0 39 28.8
 RA1393;SPC ID W     - 1,448,617.23  2,389,265.41   sFT  0.99999660   -0 39 28.8
 RA1393;UTM  11      - 5,053,800.903   525,694.301   MT  0.99960812   +0 14 08.5
 RA1393
 RA1393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1393!SPC OR N     -   0.99975015  x   0.99992800  =   0.99967817
 RA1393!SPC ID W     -   0.99975015  x   0.99999660  =   0.99974676
 RA1393!UTM  11      -   0.99975015  x   0.99960812  =   0.99935837
 RA1393
 RA1393:                Primary Azimuth Mark                     Grid Az
 RA1393:SPC OR N     -  COFFEE AZ MK                             029 33 27.5
 RA1393:SPC ID W     -  COFFEE AZ MK                             032 55 53.7
 RA1393:UTM  11      -  COFFEE AZ MK                             032 02 16.4
 RA1393
 RA1393|---------------------------------------------------------------------|
 RA1393| PID    Reference Object                     Distance      Geod. Az  |
 RA1393|                                                           dddmmss.s |
 RA1393| CH7122 COFFEE AZ MK                                       0321624.9 |
 RA1393| CH7123 COFFEE RM 1                          12.867 METERS 04608     |
 RA1393| CH7124 COFFEE RM 2                          11.570 METERS 15041     |
 RA1393|---------------------------------------------------------------------|
 RA1393
 RA1393                          SUPERSEDED SURVEY CONTROL
 RA1393
 RA1393  NAD 83(1986)-  45 38 14.20593(N)    116 40 13.14112(W) AD(       ) 3
 RA1393  NAD 27      -  45 38 14.64067(N)    116 40 09.61600(W) AD(       ) 3
 RA1393  NGVD 29 (07/19/86) 1608.7    (m)         5278.     (f) VERT ANG    3  
 RA1393
 RA1393.Superseded values are not recommended for survey control.
 RA1393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1393.See file dsdata.txt to determine how the superseded data were derived.
 RA1393
 RA1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL2569453801(NAD 83)
 RA1393_MARKER: Z = SEE DESCRIPTION
 RA1393_SETTING: 0 = UNSPECIFIED SETTING
 RA1393
 RA1393  HISTORY     - Date     Condition        Report By
 RA1393  HISTORY     - 1946     MONUMENTED       CGS
 RA1393
 RA1393                          STATION DESCRIPTION
 RA1393
 RA1393'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JTJ)
 RA1393'THE STATION IS LOCATED ABOUT 10 MILES AIRLINE NORTHEAST OF
 RA1393'IMNAHA, ABOUT 17 MILS NORTH OF THE HAT POINT LOOKOUT OF THE
 RA1393'FOREST SERVICE, ON THE WEST SLOPE OF WINDY RIDGE ABOUT 1/4 MILE
 RA1393'SOUTH SOUTHEAST OF COFFEE POT SPRINGS.
 RA1393'
 RA1393'THE MARK IS A STANDARD BRONZE DISK SET IN BEDROCK FLUSH WITH THE
 RA1393'GROUND SURFACE 9 METERS EAST OF A SMALL OUTCROP RIM, ABOUT 1/4
 RA1393'MILE WEST OF THE TRAIL.  STAMPED COFFEE 1946.
 RA1393'
 RA1393'TO REACH FROM IMNAHA TAKE THE HAT POINT ROAD UP STEEP GRADE FOR
 RA1393'22.0 MILES TO A FORK OPPOSITE THE MEMALOOSE GUARD STATION OF THE
 RA1393'FOREST SERVICE, AND MILE POST 22, TAKE LEFT FORK PASSING THE
 RA1393'GUARD STATION FOR 0.8 MILE TO A FORK, KEEP STRAIGHT AHEAD FOR 0.8
 RA1393'MILE TO THE END OF THE ROAD.  AT THE END OF THE ROAD CONTINUE ON
 RA1393'FOOT OR HORSE UP THE SUMMIT RIDGE TRAIL, FOLLOWING THE MORMON
 RA1393'GUARD STATION SIGNS FOR 17 MILES TO THE MORMON GUARD
 RA1393'STATION.  PASS BY THE GUARD STATION AND CONTINUE ON TRAIL WEST
 RA1393'DOWN STEEP TRAIL TO COW CREEK.  CROSS COW CREEK AND CONTINUE
 RA1393'ON TRAIL UP STEEP RIDGE TO CREST OF WINDY RIDGE, TURN RIGHT ON
 RA1393'WINDY RIDGE TRAIL AND CONTINUE NORTH NORTHWESTERLY ON
 RA1393'CREST OF RIDGE FOR ABOUT 3 MILES TO COFFEE POT SPRING ABOUT
 RA1393'1/4 MILE WEST OF THE TRAIL AND THE STATION ABOUT 1/4 MILE
 RA1393'SOUTHWEST ON SMALL OUTCROP RIM.
 RA1393'
 RA1393'REFERENCE MARK NO 1 IS A STANDARD BRONZE REFERENCE DISK SET IN
 RA1393'OUTCROP PROJECTING ABOUT 8 INCHES, AND IS ABOUT THE SAME LEVEL AS
 RA1393'THE STATION.  STAMPED COFFEE NO 1 1946.
 RA1393'
 RA1393'REFERENCE MARK NO 2 IS A STANDARD BRONZE REFERENCE DISK SET IN
 RA1393'OUTCROP PROJECTING ABOUT 4 INCHES, AND IS ABOUT 6 INCHES LOWER
 RA1393'THAN THE STATION.  STAMPED COFFEE NO 2 1946.
 RA1393'
 RA1393'THE AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN OUTCROP ON THE
 RA1393'SOUTH SIDE OF A KNOLL ABOUT 1/2 MILE NORTH NORTHEAST OF THE
 RA1393'STATION.  THE ARROW ON THE MARK IS POINTING ABOUT SOUTHWEST AND
 RA1393'NOT AT THE STATION AS THE MARK WAS SET IN HEAVY FOG.  STAMPED
 RA1393'COFFEE 1946.
 RA1393'
 RA1393'THE PICTURE POINT IS A BUSH ON THE EDGE OF THE OUTCROP RIM.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2043 ***********************************************************************
 QE2043  DESIGNATION -  COFFIN BUTTE
 QE2043  PID         -  QE2043
 QE2043  STATE/COUNTY-  OR/BENTON
 QE2043  USGS QUAD   -  LEWISBURG (1986)
 QE2043
 QE2043                         *CURRENT SURVEY CONTROL
 QE2043  ___________________________________________________________________
 QE2043* NAD 83(1991)-  44 42 04.84156(N)    123 14 17.08723(W)     ADJUSTED  
 QE2043* NAVD 88     -       226.     (meters)     741.     (feet)  SCALED    
 QE2043  ___________________________________________________________________
 QE2043  LAPLACE CORR-          -8.29  (seconds)                    DEFLEC99
 QE2043  GEOID HEIGHT-         -22.51  (meters)                     GEOID03
 QE2043  HORZ ORDER  -  THIRD
 QE2043
 QE2043.The horizontal coordinates were established by classical geodetic methods
 QE2043.and adjusted by the National Geodetic Survey in October 1991.
 QE2043
 QE2043.The orthometric height was scaled from a topographic map.
 QE2043
 QE2043.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2043
 QE2043.The geoid height was determined by GEOID03.
 QE2043
 QE2043;                    North         East     Units Scale Factor Converg.
 QE2043;SPC OR N     -   118,652.048 2,283,049.725   MT  0.99992765   -1 56 30.5
 QE2043;SPC OR N     -   389,278.37  7,490,320.62   iFT  0.99992765   -1 56 30.5
 QE2043;UTM  10      - 4,949,802.038   481,138.447   MT  0.99960437   -0 10 02.9
 QE2043
 QE2043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2043!SPC OR N     -   0.99996809  x   0.99992765  =   0.99989574
 QE2043!UTM  10      -   0.99996809  x   0.99960437  =   0.99957247
 QE2043
 QE2043|---------------------------------------------------------------------|
 QE2043| PID    Reference Object                     Distance      Geod. Az  |
 QE2043|                                                           dddmmss.s |
 QE2043| CD9699 COFFIN BUTTE RM 1                    13.654 METERS 07706     |
 QE2043| CD9700 COFFIN BUTTE RM 2                     8.073 METERS 16411     |
 QE2043| CD9698 COFFIN BUTTE AZ MK 2                               2424705.4 |
 QE2043| CE1265 250.94                                             2452627.6 |
 QE2043|---------------------------------------------------------------------|
 QE2043
 QE2043                          SUPERSEDED SURVEY CONTROL
 QE2043
 QE2043  NAD 83(1986)-  44 42 04.86742(N)    123 14 17.10662(W) AD(       ) 3
 QE2043  NAD 27      -  44 42 05.43186(N)    123 14 12.75347(W) AD(       ) 3
 QE2043
 QE2043.Superseded values are not recommended for survey control.
 QE2043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2043.See file dsdata.txt to determine how the superseded data were derived.
 QE2043
 QE2043_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ8113849802(NAD 83)
 QE2043_MARKER: DD = SURVEY DISK
 QE2043_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QE2043
 QE2043  HISTORY     - Date     Condition        Report By
 QE2043  HISTORY     - 1945     MONUMENTED       USE
 QE2043  HISTORY     - 1967     GOOD             CGS
 QE2043  HISTORY     - 1979     GOOD             NGS
 QE2043
 QE2043                          STATION DESCRIPTION
 QE2043
 QE2043'DESCRIBED BY US ENGINEERS 1945 (ANS)
 QE2043'STATION IS LOCATED ON THE SUMMIT OF COFFIN BUTTE, ABOUT 10 MILES
 QE2043'N OF CORVALLIS, AND 8 MILES NW OF ALBANY.  IT IS ON THE CAMP
 QE2043'ADAIR MILITARY RESERVATION AND ABOUT 1 MILE W OF THE W GATE
 QE2043'ENTRANCE TO CAMP ADAIR ON U.S. HIGHWAY 99W.
 QE2043'
 QE2043'STATION MARK IS A STANDARD U.S.E. CONTROL-STATION DISK BRAZED
 QE2043'TO THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING 6 INCHES ABOVE THE
 QE2043'SURFACE AND IS STAMPED COFFIN BUTTE 1942.  IT IS ABOUT 13-1/2
 QE2043'METERS WSW OF THE CENTER OF THE BASE OF A LOOKOUT TOWER AND 20
 QE2043'METERS W OF AND 2 FEET LOWER THAN THE HIGHEST POINT OF THE BUTTE.
 QE2043'
 QE2043'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A BLOCK OF
 QE2043'CONCRETE 8 INCHES SQUARE AND PROTRUDING 2 INCHES ABOVE THE
 QE2043'SURFACE.  DISK IS STAMPED COFFIN BUTTE USE NO 1 1945.  MARK IS
 QE2043'SITUATED IN THE CENTER OF THE BASE OF THE LOOKOUT TOWER AND IS
 QE2043'ABOUT 1 FOOT HIGHER THAN THE STATION MARK.
 QE2043'
 QE2043'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A BLOCK
 QE2043'OF CONCRETE 8 INCHES SQUARE AND PROTRUDING 3 INCHES ABOVE THE
 QE2043'SURFACE AND IS STAMPED COFFIN BUTTE USE NO 2 1945.  IT IS 2 METERS
 QE2043'NE OF THE SW CABLE ANCHOR FOR THE LOOKOUT TOWER AND ABOUT 1 FOOT
 QE2043'LOWER THAN THE STATION MARK.
 QE2043'
 QE2043'A STANDARD U.S.E. BENCH MARK, STAMPED ELEV. 250.94 1942, SERVES
 QE2043'AS THE AZIMUTH MARK FOR THIS STATION.  IT IS SET IN A CONCRETE
 QE2043'POST 8 INCHES IN DIAMETER AND PROTRUDING 3 INCHES ABOVE THE
 QE2043'SURFACE.  IT IS NEAR THE W CORNER OF A TRIANGULAR ROAD
 QE2043'INTERSECTION, 19 METERS W OF THE CENTER OF THE ROAD, 26 METERS N OF
 QE2043'THE CENTER OF A SMALL BRIDGE WITH SIGN NO. 29 ON IT, AND 1/2
 QE2043'METER SE OF A WHITE REFERENCE POST.  THE TRIANGULAR
 QE2043'INTERSECTION IS PASSED ENROUTE TO STATION JUST BEFORE
 QE2043'LEAVING HIGHWAY TO ASCEND STEEP GRADE TO STATION.
 QE2043'
 QE2043'TO REACH STATION FROM CORVALLIS, GO N ON U.S. HIGHWAY 99W FOR
 QE2043'10.0 MILES TO THE W ENTRANCE TO CAMP ADAIR ON RIGHT (E) SIDE OF
 QE2043'HIGHWAY.  OBTAIN PERMISSION TO ENTER MILITARY RESERVATION AT
 QE2043'GATE.  THENCE GO W ON ROAD OVER VIADUCT CROSSING U.S. HIGHWAY 99W
 QE2043'FOR 0.3 MILE TO BOARD GATE.  PASS THROUGH GATE AND CONTINUE W ON
 QE2043'MAIN ROAD 0.6 MILE TO A FORK.  TAKE RIGHT FORK AND CONTINUE 0.5
 QE2043'MILE TO A FORK FORMING THE S CORNER OF TRIANGULAR INTERSECTION.
 QE2043'THE AZIMUTH MARK IS AT THE W CORNER OF THIS INTERSECTION (SEE
 QE2043'ABOVE).  TAKE RIGHT FORK AND CONTINUE 0.1 MILE TO STEEP TRACK
 QE2043'ROAD ON RIGHT (E) LEADING UP SLOPE OF BUTTE.  TURN RIGHT, OFF
 QE2043'HIGHWAY, AND FOLLOW TRACK ROAD E 0.4 MILE TO SUMMIT OF BUTTE AND
 QE2043'STATION SITE.  (A TRUCK WITH COMPOUND GEAR IS NECESSARY TO
 QE2043'DRIVE THE LAST MILEAGE.)
 QE2043
 QE2043                          STATION RECOVERY (1967)
 QE2043
 QE2043'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 QE2043'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 QE2043'WERE RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED
 QE2043'FOR BUT NOT RECOVERED.  IT IS NOT BELIEVED TO BE
 QE2043'DESTROYED.  LANDMARKS HAVE CHANGED.  A NEW AND COMPLETE
 QE2043'DESCRIPTION FOLLOWS.
 QE2043'
 QE2043'THE STATION IS 8 MILES NORTHWEST OF ALBANY, 2 MILES NORTH-NORTHWEST
 QE2043'OF CAMP ADAIR AIR FORCE STATION AND 0.2 MILE NORTHEAST OF THE
 QE2043'PUBLIC DUMP ON THE SUMMIT OF COFFIN BUTTE.
 QE2043'
 QE2043'TO REACH THE STATION FROM THE NORTH END OF THE BRIDGE OVER THE
 QE2043'WILLAMETTE RIVER IN ALBANY, GO WEST ON U.S. HIGHWAY 20 FOR 3.9
 QE2043'MILES TO A MACADAM ROAD RIGHT, TURN RIGHT, CROSS THE RAILROAD
 QE2043'TRACKS, AND GO NORTH ON THE MACADAM ROAD FOR 4.4 MILES TO A SIDE
 QE2043'ROAD LEFT, TURN LEFT AND GO WEST ON THE MACADAM ROAD FOR 1.0 MILE
 QE2043'TO U.S. HIGHWAY 99W, TURN RIGHT AND GO NORTH ON U.S. HIGHWAY 99W
 QE2043'FOR 0.7 MILE TO A SIDE ROAD LEFT, THIS IS 0.05 MILE SOUTH OF
 QE2043'MILE POST NO. 73, TURN SHARP LEFT AND GO SOUTHWEST ON THE
 QE2043'GRAVELED ROAD FOR 0.05 MILE TO A FORK, TAKE RIGHT FORK AND GO
 QE2043'WEST, SOUTH AND SOUTHWEST, UPHILL, PASSING TO THE LEFT OF AN
 QE2043'OLD RESERVOIR AND ALONG THE CREST OF THE RIDGE FOR 0.7 MILE
 QE2043'TO A FORK, TAKE THE LEFT FORK AND CONTINUE SOUTHWEST FOR 100 FEET
 QE2043'TO A FORK, TAKE THE RIGHT FORK AND CONTINUE SOUTHWEST FOR 0.05
 QE2043'MILE TO THE END OF TRUCK TRAVEL, WHERE SOME FALLEN TREES LAY
 QE2043'ACROSS THE ROAD.  FROM HERE PACK SOUTHWEST ON THE OLD ROAD FOR 0.1
 QE2043'MILE TO A NORTH-SOUTH FENCE LINE, CROSS THE FENCE AND
 QE2043'CONTINUE SOUTHWEST ON THE CREST OF THE RIDGE FOR 0.1 MILE TO
 QE2043'THE STATION.
 QE2043'
 QE2043'THE STATION MARK, STAMPED COFFIN BUTTE 1942, IS A U.S. ENGINEERS
 QE2043'CONTROL STATION DISK BRAZED TO THE TOP OF A 3 1/2-INCH IRON PIPE
 QE2043'THAT PROJECTS 8 INCHES.  IT IS 60 FEET WEST OF THE HIGHEST PART
 QE2043'OF THE BUTTE, 40 FEET SOUTH OF THE EDGE OF THE TIMBER, 32 FEET
 QE2043'NORTH OF AN EAST-WEST FENCE LINE AND 1 FOOT WEST OF A METAL
 QE2043'WITNESS POST.
 QE2043'
 QE2043'REFERENCE MARK NO. 1, STAMPED COFFIN BUTTE USE NO 1 1945, IS
 QE2043'A STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT
 QE2043'PROJECTS 3 INCHES, 49 FEET NORTH OF THE EAST-WEST FENCE LINE AND
 QE2043'44 FEET EAST OF THE WITNESS POST.
 QE2043'
 QE2043'REFERENCE MARK NO. 2, STAMPED COFFIN BUTTE USE NO 2 1945, IS A
 QE2043'STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT
 QE2043'PROJECTS 4 INCHES, 26.5 FEET SOUTH-SOUTHEAST OF THE WITNESS POST
 QE2043'AND 6.5 FEET NORTH OF THE EAST-WEST FENCE LINE.
 QE2043'
 QE2043'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QE2043'8 MILES NORTHWEST.
 QE2043
 QE2043                          STATION RECOVERY (1979)
 QE2043
 QE2043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 QE2043'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED.  THE AZIMUTH
 QE2043'MARK WAS SEARCHED FOR BUT WAS NOT FOUND.  IT COULD VERY WELL STILL BE
 QE2043'IN PLACE BUT DO TO QUITE A CHANGE IN THE AREA THE MARK WAS NOT
 QE2043'FOUND.  AN ANGLE TURNED FROM THE STATION WAS NOT PRODUCTIVE.  A NEW
 QE2043'AZIMUTH MARK WAS SET AT THIS TIME.  THE 1979 OBSERVATIONS COMPARE
 QE2043'VERY FAVORABLY WITH THE 1945 OBSERVATIONS.  THE DISTANCES TO REFERENCE
 QE2043'MARK 1 CHECKED FLAT WHILE THE DISTANCE TO RM 1 CHECKS BY 0.004 METERS.
 QE2043'
 QE2043'THE STATION IS LOCATED ABOUT 8 MILES NORTHWEST OF ALBANY, ABOUT 0.2
 QE2043'MILE NORTH OF A PUBLIC DUMP AND ON THE SUMMIT OF COFFIN BUTTE.
 QE2043'
 QE2043'TO REACH THE STATION FROM THE NORTH END OF THE BRIDGE OVER THE
 QE2043'WILLAMETTE RIVER, GO WEST ON U.S. 20 FOR 1.9 MILES, TURN RIGHT ON
 QE2043'N.W. SCENIC DRIVE AND GO 1.3 MILES TO A STOP SIGN, CONTINE STRAIGHT
 QE2043'AHEAD FOR 0.05 MILE, TURN LEFT ON OAK GROVE ROAD AND GO 2.5 MILES TO
 QE2043'A ROAD FORK, TURN LEFT ON N.W. PALESTINE AVE AND GO 1.1 MILE TO A
 QE2043'JUNCTION, TURN RIGHT ON INDEPENDENCE HIGHWAY AND GO 1.0 MILE, TURN
 QE2043'LEFT ON CAMP ADAIR ROAD AND GO 2.0 MILES TO JUNCTION WITH HIGHWAY 99
 QE2043'W, GO STRAIGHT ACROSS AND GO 0.9 MILE TO DUMP ENTRANCE ON THE RIGHT.
 QE2043'TURN RIGHT AND GO 0.15 MILE TO END OF TRUCK TRAVEL.  PACK NORTH
 QE2043'UPHILL TO HIGHEST PART OF HILL AND STATION.  IT IS ABOUT A 20 MINUTE
 QE2043'PACK.
 QE2043'
 QE2043'THE STATION IS A STANDARD US ARMY CORPS OF ENGINEERS DISK STAMPED
 QE2043'---COFFIN BUTTE 1942---SET INTO THE TOP OF A METAL PIPE IN
 QE2043'DIAMETER PROJECTING 15 CM (6 INCHES) ABOVE THE GROUND LOCATED 18.3
 QE2043'METERS (60 FEET) W FROM THE HIGHEST PART OF THE HILL, 10.7 METERS (35
 QE2043'FEET) S FROM THE EDGE OF THE TIMBER, 9.8 METERS (32 FEET) N FROM AN
 QE2043'EAST-WEST FENCE LINE, AND 0.3 METER (1 FOOT) W FROM A METAL WITNESS
 QE2043'POST.
 QE2043'
 QE2043'REFERENCE MARK NO. 1 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 QE2043'NOS) DISK STAMPED---COFFIN BUTTE USE NO 1 1945---SET INTO THE TOP
 QE2043'OF A SQUARE CONCRETE MONUMENT 25 CM (10 INCHES) ON SIDE PROJECTING 5
 QE2043'CM (2 INCHES) ABOVE THE GROUND LOCATED 14.9 METERS (49 FEET) N FROM
 QE2043'THE EAST-WEST FENCE LINE, 13.4 METERS (44 FEET) E FROM THE WITNESS
 QE2043'POST, AND 0.6 METER (2 FEET) HIGHER THAN THE STATION.
 QE2043'
 QE2043'REFERENCE MARK NO. 2 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 QE2043'NOS) DISK STAMPED---COFFIN BUTTE USE NO 2 1945---SET INTO THE TOP
 QE2043'OF A SQUARE CONCRETE MONUMENT 25 CM (10 INCHES) ON SIDE PROJECTING 5
 QE2043'CM (2 INCHES) ABOVE THE GROUND LOCATED 8.08 METERS (26.5 FEET) SSE
 QE2043'FROM THE WITNESS POST, 1.98 METERS (6.5 FEET) N FROM THE EAST-WEST
 QE2043'FENCE LINE, AND 0.3 METER (1 FOOT) LOWER THAN THE STATION.
 QE2043'
 QE2043'AZIMUTH MARK NO. 2 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 QE2043'STAMPED---COFFIN BUTTE USE 1945 NO 2 1979---SET INTO THE TOP OF A
 QE2043'ROUND CONCRETE MONUMENT 20 CM (8 INCHES) IN DIAMETER PROJECTING 10 CM
 QE2043'(4 INCHES) ABOVE THE GROUND LOCATED 39.3 METERS (129 FEET) WNW FROM A
 QE2043'POWER POLE NUMBER AA 92 R 12, 19.99 METERS (65.6 FEET) SSW FROM A
 QE2043'SIGN POST AIRLIE C RIFFLE RANGE, 0.79 METER (2.6 FEET) E FROM A 6 IN
 QE2043'BY 8 INCH FENCE POST (THE FENCE MAKES A BEND AT THIS POINT), AND 0.3
 QE2043'METER (1 FOOT) ESE FROM A METAL WITNESS POST.
 QE2043'
 QE2043'TO REACH THE AZIMUTH MARK FROM THE ROAD INTO THE DUMP, GO WEST ON
 QE2043'PAVED ROAD 0.4 TO A ROAD FORK TAKE LEFT FORK AND GO .3 MILE TO A ROAD
 QE2043'FORK TAKE LEFT FORK AND GO 0.05 TO ANOTHER FORK.  THE AZ MK IS ACROSS
 QE2043'THE ROAD FROM THIS POINT.  ABOUT 80 FEET SOUTH-SOUTHWEST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2636 ***********************************************************************
 QE2636  DESIGNATION -  COFFIN MT
 QE2636  PID         -  QE2636
 QE2636  STATE/COUNTY-  OR/LINN
 QE2636  USGS QUAD   -  COFFIN MOUNTAIN (1994)
 QE2636
 QE2636                         *CURRENT SURVEY CONTROL
 QE2636  ___________________________________________________________________
 QE2636* NAD 83(1991)-  44 37 17.15862(N)    122 02 39.80575(W)     ADJUSTED  
 QE2636* NAVD 88     -      1760.2    (meters)    5775.     (feet)  VERTCON   
 QE2636  ___________________________________________________________________
 QE2636  LAPLACE CORR-           8.36  (seconds)                    DEFLEC99
 QE2636  GEOID HEIGHT-         -21.62  (meters)                     GEOID03
 QE2636  HORZ ORDER  -  THIRD
 QE2636
 QE2636.The horizontal coordinates were established by classical geodetic methods
 QE2636.and adjusted by the National Geodetic Survey in October 1991.
 QE2636
 QE2636.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE2636.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE2636
 QE2636.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2636
 QE2636.The geoid height was determined by GEOID03.
 QE2636
 QE2636;                    North         East     Units Scale Factor Converg.
 QE2636;SPC OR N     -   107,267.142 2,377,445.346   MT  0.99993990   -1 05 42.9
 QE2636;SPC OR N     -   351,926.32  7,800,017.54   iFT  0.99993990   -1 05 42.9
 QE2636;UTM  10      - 4,941,341.895   575,811.005   MT  0.99967068   +0 40 16.6
 QE2636
 QE2636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2636!SPC OR N     -   0.99972748  x   0.99993990  =   0.99966739
 QE2636!UTM  10      -   0.99972748  x   0.99967068  =   0.99939825
 QE2636
 QE2636|---------------------------------------------------------------------|
 QE2636| PID    Reference Object                     Distance      Geod. Az  |
 QE2636|                                                           dddmmss.s |
 QE2636| CS4157 COFFIN MT RM 2                       13.975 METERS 19250     |
 QE2636| CS4158 COFFIN MT RM 1                       14.295 METERS 34321     |
 QE2636|---------------------------------------------------------------------|
 QE2636
 QE2636                          SUPERSEDED SURVEY CONTROL
 QE2636
 QE2636  NAD 83(1986)-  44 37 17.17887(N)    122 02 39.81795(W) AD(       ) 3
 QE2636  NGVD 29 (04/26/90) 1759.0    (m)         5771.     (f) VERT ANG    3  
 QE2636
 QE2636.Superseded values are not recommended for survey control.
 QE2636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2636.See file dsdata.txt to determine how the superseded data were derived.
 QE2636
 QE2636_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ7581141342(NAD 83)
 QE2636_MARKER: DS = TRIANGULATION STATION DISK
 QE2636_SETTING: 80 = SET IN A BOULDER
 QE2636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE2636+STABILITY: SURFACE MOTION
 QE2636
 QE2636  HISTORY     - Date     Condition        Report By
 QE2636  HISTORY     - 1955     MONUMENTED       USGS
 QE2636
 QE2636                          STATION DESCRIPTION
 QE2636
 QE2636'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 QE2636'DESCRIBED BY NGS IN 1953 (NOT OCCUPIED).
 QE2636'
 QE2636'LOCATED ABOUT 9.5 MI SE. OF DETROIT, 6 MI SSE. OF IDANHA, 5 MI W.
 QE2636'OF MARION FORKS GUARD STATION.  ON HIGHEST PART OF COFFIN MTN.
 QE2636'
 QE2636'TO REACH FROM IDANHA POST OFFICE, DRIVE 1.4 MI W. ON STATE HWY.
 QE2636'22 TO SIGN BLOWOUT ROAD.  TURN S. OFF HWY. 6.2 MI TO RD. FORKS.
 QE2636'TAKE RIGHT FORK 3.8 MI ON MAIN RD. TO SIGN DIVIDE CREEK ROAD.
 QE2636'TAKE LEFT FORK 2.8 MI TO RD. FORKS AND SIGN UNIT 4, 6, 7 AND 9.
 QE2636'TAKE RIGHT FORK TO END OF RD. AND SIGN COFFIN MTN. TRAIL.
 QE2636'FOLLOW COFFIN MTN. TRAIL TO TOP OF MOUNTAIN AND STATION.  A
 QE2636'3-HOUR PACK.
 QE2636'
 QE2636'STATION MARK--USE DISK STAMPED---COFFIN MT---, IN ROCK FLUSH WITH
 QE2636'GROUND.
 QE2636'
 QE2636'RM 1--USE RM DISK, STAMPING UNKNOWN, IN DRILL HOLE IN ROCK.
 QE2636'
 QE2636'RM 2--USE RM DISK, STAMPING UNKNOWN, IN DRILL HOLE IN ROCK.
 QE2636'
 QE2636'1958 NOTE--STATION MARK DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2637 ***********************************************************************
 QE2637  DESIGNATION -  COFFIN MT LOH
 QE2637  PID         -  QE2637
 QE2637  STATE/COUNTY-  OR/LINN
 QE2637  USGS QUAD   -  COFFIN MOUNTAIN (1994)
 QE2637
 QE2637                         *CURRENT SURVEY CONTROL
 QE2637  ___________________________________________________________________
 QE2637* NAD 83(1991)-  44 37 16.99963(N)    122 02 39.58656(W)     ADJUSTED  
 QE2637* NAVD 88     -      1761.4    (meters)    5779.     (feet)  VERTCON   
 QE2637  ___________________________________________________________________
 QE2637  LAPLACE CORR-           8.35  (seconds)                    DEFLEC99
 QE2637  GEOID HEIGHT-         -21.62  (meters)                     GEOID03
 QE2637  HORZ ORDER  -  THIRD
 QE2637
 QE2637.The horizontal coordinates were established by classical geodetic methods
 QE2637.and adjusted by the National Geodetic Survey in October 1991.
 QE2637
 QE2637.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE2637.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE2637
 QE2637.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2637
 QE2637.The geoid height was determined by GEOID03.
 QE2637
 QE2637;                    North         East     Units Scale Factor Converg.
 QE2637;SPC OR N     -   107,262.143 2,377,450.083   MT  0.99993991   -1 05 42.8
 QE2637;SPC OR N     -   351,909.92  7,800,033.08   iFT  0.99993991   -1 05 42.8
 QE2637;UTM  10      - 4,941,337.046   575,815.893   MT  0.99967068   +0 40 16.7
 QE2637
 QE2637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2637!SPC OR N     -   0.99972729  x   0.99993991  =   0.99966722
 QE2637!UTM  10      -   0.99972729  x   0.99967068  =   0.99939806
 QE2637
 QE2637|---------------------------------------------------------------------|
 QE2637| PID    Reference Object                     Distance      Geod. Az  |
 QE2637|                                                           dddmmss.s |
 QE2637| CS4157 COFFIN MT RM 2                        9.885 METERS 25246     |
 QE2637|---------------------------------------------------------------------|
 QE2637
 QE2637                          SUPERSEDED SURVEY CONTROL
 QE2637
 QE2637  NAD 83(1986)-  44 37 17.02278(N)    122 02 39.58873(W) AD(       ) 3
 QE2637  NGVD 29 (04/26/90) 1760.2    (m)         5775.     (f) VERT ANG    3  
 QE2637
 QE2637.Superseded values are not recommended for survey control.
 QE2637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2637.See file dsdata.txt to determine how the superseded data were derived.
 QE2637
 QE2637_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ7581641337(NAD 83)
 QE2637_MARKER: 86 = CUPOLA
 QE2637
 QE2637  HISTORY     - Date     Condition        Report By
 QE2637  HISTORY     - 1924     FIRST OBSERVED   USGS
 QE2637  HISTORY     - 1955     GOOD             USGS
 QE2637  HISTORY     - 1958     GOOD             USGS
 QE2637
 QE2637                          STATION DESCRIPTION
 QE2637
 QE2637'DESCRIBED BY US GEOLOGICAL SURVEY 1924
 QE2637'SEE 1955 RECOVERY FOR DESCRIPTION.
 QE2637'
 QE2637'STATION MARK--CENTER OF CUPOLA OF LOH.
 QE2637
 QE2637                          STATION RECOVERY (1955)
 QE2637
 QE2637'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 QE2637'RECOVERED AS DESCRIBED BY USGS.
 QE2637'
 QE2637'LOCATED ABOUT 9.5 MI SE. OF DETROIT, 6 MI SSE. OF IDANHA, 5 MI W.
 QE2637'OF MARION FORKS GUARD STATION.  ON HIGHEST PART OF COFFIN MTN.
 QE2637'
 QE2637'TO REACH FROM IDANHA POST OFFICE, DRIVE 1.4 MI W. ON STATE HWY.
 QE2637'22 TO SIGN BLOWOUT ROAD.  TURN S. OFF HWY. 6.2 MI TO RD. FORKS.
 QE2637'TAKE RIGHT FORK 3.8 MI ON MAIN RD. TO SIGN DIVIDE CREEK ROAD.
 QE2637'TAKE LEFT FORK 2.8 MI TO RD. FORKS AND SIGN UNIT 4, 6, 7 AND 9.
 QE2637'TAKE RIGHT FORK TO END OF RD. AND SIGN COFFIN MTN. TRAIL.  LEAVE
 QE2637'TRUCK AND FOLLOW COFFIN MTN. TRAIL TO TOP OF MOUNTAIN AND
 QE2637'STATION.  A 3-HOUR PACK.
 QE2637'
 QE2637'STATION MARK--CENTER OF COFFIN MTN LOH (NO CUPOLA).
 QE2637'
 QE2637'RM 1--USE RM DISK, STAMPING UNKNOWN, IN DRILL HOLE IN ROCK.
 QE2637'
 QE2637'RM 2--USE RM DISK, STAMPING UNKNOWN, IN DRILL HOLE IN ROCK.
 QE2637
 QE2637                          STATION RECOVERY (1958)
 QE2637
 QE2637'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 QE2637'RECOVERED AS DESCRIBED BY USGS.
 QE2637'
 QE2637'REACHED BY HELICOPTER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1501 ***********************************************************************
 SC1501  DESIGNATION -  COFFIN ROCK LIGHT 42
 SC1501  PID         -  SC1501
 SC1501  STATE/COUNTY-  OR/COLUMBIA
 SC1501  USGS QUAD   -  RAINIER (1990)
 SC1501
 SC1501                         *CURRENT SURVEY CONTROL
 SC1501  ___________________________________________________________________
 SC1501* NAD 83(1991)-  46 02 02.11744(N)    122 52 51.57147(W)     ADJUSTED  
 SC1501* NAVD 88     -              **(meters)            **(feet)            
 SC1501  ___________________________________________________________________
 SC1501  LAPLACE CORR-          -2.84  (seconds)                    DEFLEC99
 SC1501  GEOID HEIGHT-         -21.75  (meters)                     GEOID03
 SC1501  HORZ ORDER  -  THIRD
 SC1501
 SC1501.The horizontal coordinates were established by classical geodetic methods
 SC1501.and adjusted by the National Geodetic Survey in October 1991.
 SC1501
 SC1501
 SC1501.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1501
 SC1501.The geoid height was determined by GEOID03.
 SC1501
 SC1501;                    North         East     Units Scale Factor Converg.
 SC1501;SPC OR N     -   265,781.150 2,315,698.299   MT  1.00000880   -1 41 18.8
 SC1501;SPC OR N     -   871,985.40  7,597,435.36   iFT  1.00000880   -1 41 18.8
 SC1501;SPC WA S     -    80,652.091   315,708.501   MT  0.99996056   -1 43 46.4
 SC1501;SPC WA S     -   264,606.07  1,035,786.97   sFT  0.99996056   -1 43 46.4
 SC1501;UTM  10      - 5,097,823.300   509,209.426   MT  0.99960104   +0 05 08.4
 SC1501
 SC1501                          SUPERSEDED SURVEY CONTROL
 SC1501
 SC1501  NAD 83(1986)-  46 02 02.13315(N)    122 52 51.56665(W) AD(       ) 4
 SC1501  NAD 27      -  46 02 02.72403(N)    122 52 47.17882(W) AD(       ) 3
 SC1501
 SC1501.Superseded values are not recommended for survey control.
 SC1501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1501.See file dsdata.txt to determine how the superseded data were derived.
 SC1501
 SC1501_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER0920997823(NAD 83)
 SC1501_MARKER: 14 = NAVIGATION LIGHT
 SC1501
 SC1501  HISTORY     - Date     Condition        Report By
 SC1501  HISTORY     - 1973     FIRST OBSERVED   NOSPMC
 SC1501
 SC1501                          STATION DESCRIPTION
 SC1501
 SC1501'DESCRIBED BY PACIFIC MARINE CENTER 1973 (RBM)
 SC1501'LOCATED ABOUT 2-1/2 MILES NORTHWEST OF KALAMA, ABOUT 1 MILE SOUTH
 SC1501'OF PRESCOTT, ABOUT 1/4 MILE EAST OF TROJAN, ABOUT 250 YARDS EAST
 SC1501'OF THE WEST SHORE OF THE COLUMBIA RIVER, ON A SMALL, ROCKY ISLET.
 SC1501'
 SC1501'THE STATION IS THE CENTER OF A FLASHING, WHITE LIGHT, ON A 7 FOOT
 SC1501'HIGH BY 4 FOOT SQUARE (AT ITS TOP), WHITE WOODEN HOUSE (BATTERY
 SC1501'BOX).  TWO TRIANGULAR DAYMARKS WITH THE NUMBER 42 ARE DISPLAYED
 SC1501'FROM THE SIDES OF THE HOUSE.  LOCATED BY TRAVERSE FROM NEARBY
 SC1501'TRIANGULATION COFFIN ROCK (USE), 1912.  WHICH IS 2.73 FEET
 SC1501'SOUTHEAST OF THE LIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1485 ***********************************************************************
 SC1485  DESIGNATION -  COFFIN ROCK LT 1913
 SC1485  PID         -  SC1485
 SC1485  STATE/COUNTY-  OR/COLUMBIA
 SC1485  USGS QUAD   -  RAINIER (1990)
 SC1485
 SC1485                         *CURRENT SURVEY CONTROL
 SC1485  ___________________________________________________________________
 SC1485* NAD 83(1991)-  46 02 07.34427(N)    122 52 53.56859(W)     ADJUSTED  
 SC1485* NAVD 88     -              **(meters)            **(feet)            
 SC1485  ___________________________________________________________________
 SC1485  LAPLACE CORR-          -2.91  (seconds)                    DEFLEC99
 SC1485  GEOID HEIGHT-         -21.75  (meters)                     GEOID03
 SC1485  HORZ ORDER  -  THIRD
 SC1485
 SC1485.The horizontal coordinates were established by classical geodetic methods
 SC1485.and adjusted by the National Geodetic Survey in October 1991.
 SC1485
 SC1485
 SC1485.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1485
 SC1485.The geoid height was determined by GEOID03.
 SC1485
 SC1485;                    North         East     Units Scale Factor Converg.
 SC1485;SPC OR N     -   265,943.728 2,315,660.127   MT  1.00000919   -1 41 20.3
 SC1485;SPC OR N     -   872,518.79  7,597,310.13   iFT  1.00000919   -1 41 20.3
 SC1485;SPC WA S     -    80,814.689   315,670.447   MT  0.99996032   -1 43 47.8
 SC1485;SPC WA S     -   265,139.53  1,035,662.12   sFT  0.99996032   -1 43 47.8
 SC1485;UTM  10      - 5,097,984.552   509,166.256   MT  0.99960103   +0 05 06.9
 SC1485
 SC1485                          SUPERSEDED SURVEY CONTROL
 SC1485
 SC1485  NAD 83(1986)-  46 02 07.36021(N)    122 52 53.56371(W) AD(       ) 4
 SC1485  NAD 27      -  46 02 07.94956(N)    122 52 49.17509(W) AD(       ) 3
 SC1485
 SC1485.Superseded values are not recommended for survey control.
 SC1485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1485.See file dsdata.txt to determine how the superseded data were derived.
 SC1485
 SC1485_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER0916697985(NAD 83)
 SC1485
 SC1485  HISTORY     - Date     Condition        Report By
 SC1485  HISTORY     - UNK      MONUMENTED
 SC1485  HISTORY     - 1937     SEE DESCRIPTION  CGS
 SC1485  HISTORY     - 1949     SEE DESCRIPTION  CGS
 SC1485
 SC1485                          STATION DESCRIPTION
 SC1485
 SC1485'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (RWK)
 SC1485'THIS STATION IS LOCATED ALONG THE COLUMBIA RIVER AND COASTS OF
 SC1485'OREGON AND NORTHERN CALIFORNIA, AND IS LOST.
 SC1485
 SC1485                          STATION RECOVERY (1949)
 SC1485
 SC1485'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (HJH)
 SC1485'STATION DESTROYED.  THIS LIGHT HAS BEEN REBUILT IN A NEW LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1487 ***********************************************************************
 SC1487  DESIGNATION -  COFFIN ROCK USE 1912
 SC1487  PID         -  SC1487
 SC1487  STATE/COUNTY-  OR/COLUMBIA
 SC1487  USGS QUAD   -  RAINIER (1990)
 SC1487
 SC1487                         *CURRENT SURVEY CONTROL
 SC1487  ___________________________________________________________________
 SC1487* NAD 83(1991)-  46 02 02.09941(N)    122 52 51.54265(W)     ADJUSTED  
 SC1487* NAVD 88     -         9.     (meters)      30.     (feet)  VERTCON   
 SC1487  ___________________________________________________________________
 SC1487  LAPLACE CORR-          -2.84  (seconds)                    DEFLEC99
 SC1487  GEOID HEIGHT-         -21.75  (meters)                     GEOID03
 SC1487  HORZ ORDER  -  THIRD
 SC1487
 SC1487.The horizontal coordinates were established by classical geodetic methods
 SC1487.and adjusted by the National Geodetic Survey in October 1991.
 SC1487
 SC1487.The NAVD 88 height was computed by applying the VERTCON shift value to
 SC1487.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SC1487
 SC1487.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1487
 SC1487.The geoid height was determined by GEOID03.
 SC1487
 SC1487;                    North         East     Units Scale Factor Converg.
 SC1487;SPC OR N     -   265,780.575 2,315,698.903   MT  1.00000880   -1 41 18.8
 SC1487;SPC OR N     -   871,983.51  7,597,437.35   iFT  1.00000880   -1 41 18.8
 SC1487;SPC WA S     -    80,651.516   315,709.104   MT  0.99996056   -1 43 46.3
 SC1487;SPC WA S     -   264,604.18  1,035,788.95   sFT  0.99996056   -1 43 46.3
 SC1487;UTM  10      - 5,097,822.744   509,210.046   MT  0.99960104   +0 05 08.4
 SC1487
 SC1487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1487!SPC OR N     -   1.00000196  x   1.00000880  =   1.00001076
 SC1487!SPC WA S     -   1.00000196  x   0.99996056  =   0.99996252
 SC1487!UTM  10      -   1.00000196  x   0.99960104  =   0.99960300
 SC1487
 SC1487:                Primary Azimuth Mark                     Grid Az
 SC1487:SPC OR N     -  ELLIS 2                                  138 49 34.7
 SC1487:SPC WA S     -  ELLIS 2                                  138 52 02.2
 SC1487:UTM  10      -  ELLIS 2                                  137 03 07.5
 SC1487
 SC1487|---------------------------------------------------------------------|
 SC1487| PID    Reference Object                     Distance      Geod. Az  |
 SC1487|                                                           dddmmss.s |
 SC1487| SC1347 ELLIS 2                             APPROX. 4.2 KM 1370815.9 |
 SC1487| RD3912 AHLE POINT LIGHT 49                 APPROX. 4.9 KM 1445313.9 |
 SC1487| SC1499 TROJAN NUCLEAR PLT MET TWR          297.553 METERS 24235     |
 SC1487| SC1501 COFFIN ROCK LIGHT 42                  0.833 METERS 31156     |
 SC1487|---------------------------------------------------------------------|
 SC1487
 SC1487                          SUPERSEDED SURVEY CONTROL
 SC1487
 SC1487  NAD 83(1986)-  46 02 02.11522(N)    122 52 51.53771(W) AD(       ) 3
 SC1487  NAD 27      -  46 02 02.70374(N)    122 52 47.14856(W) AD(       ) 3
 SC1487  NGVD 29 (12/10/90)    8.     (m)           26.     (f) VERT ANG    3  
 SC1487
 SC1487.Superseded values are not recommended for survey control.
 SC1487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1487.See file dsdata.txt to determine how the superseded data were derived.
 SC1487
 SC1487_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER0921097823(NAD 83)
 SC1487_MARKER: Z = SEE DESCRIPTION
 SC1487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC1487_SP_SET: SQUARE CONCRETE MONUMENT
 SC1487_MARK LOGO: USE   
 SC1487_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 SC1487_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SC1487_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SC1487+SATELLITE: SATELLITE OBSERVATIONS - August 22, 1989
 SC1487
 SC1487  HISTORY     - Date     Condition        Report By
 SC1487  HISTORY     - 1912     MONUMENTED       USE
 SC1487  HISTORY     - 1912     GOOD             USE
 SC1487  HISTORY     - 1930     SEE DESCRIPTION  USGS
 SC1487  HISTORY     - 1937     SEE DESCRIPTION  CGS
 SC1487  HISTORY     - 1949     SEE DESCRIPTION  CGS
 SC1487  HISTORY     - 1973     SEE DESCRIPTION  NGS
 SC1487  HISTORY     - 1979     GOOD             NGS
 SC1487  HISTORY     - 19890822 GOOD             MGSINC
 SC1487
 SC1487                          STATION DESCRIPTION
 SC1487
 SC1487'DESCRIBED BY US ENGINEERS 1912
 SC1487'STATION IS ON THE SOUTHERN END OF COFFIN ROCK.  THE STATION IS MARKED
 SC1487'BY AN IRON PIPE 3 FEET LONG SET IN A PIER OF CONCRETE WHICH IS ABOUT
 SC1487'1 FOOT SQUARE AT THE SURFACE OF THE GROUND AND APPROXIMATELY 8
 SC1487'INCHES DEEP.  THE PIPE PROJECTS FROM 4 TO 8 INCHES ABOVE THE CEMENT.
 SC1487'THE TOP OF THE PIER BEARS THE INSCRIPTION U.S.E. AND THE NAME OR AN
 SC1487'ABBREVIATION OF THE NAME OF THE STATION.  THERE IS NO UNDERGROUND
 SC1487'MARK.
 SC1487
 SC1487                          STATION RECOVERY (1912)
 SC1487
 SC1487'RECOVERY NOTE BY US ENGINEERS 1912
 SC1487'RECOVERED IN GOOD CONDITION.
 SC1487
 SC1487                          STATION RECOVERY (1930)
 SC1487
 SC1487'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1930
 SC1487'ABOUT 1.5 MILES N OF GOBLE, ON THE S END OF COFFIN ROCK, A WELL
 SC1487'KNOWN LAND MARK IN THE COLUMBIA RIVER, NEAR THE W BANK.
 SC1487'
 SC1487'THE STATION IS MARKED BY A SECTION OF IRON PIPE PROJECTION FROM A
 SC1487'BLOCK OF CONCRETE ABOUT 1-FOOT SQUARE.  THE CONCRETE IS LETTERED USE.
 SC1487'
 SC1487'FIELD SHEET OF U.S.G.S. SHOW THAT THIS STATION WAS IN GOOD CONDITION
 SC1487'IN 1930.  NOT VISITED BY L.A. MCA., BUT DOUBTLESS O.K.
 SC1487
 SC1487                          STATION RECOVERY (1937)
 SC1487
 SC1487'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (RWK)
 SC1487'STATION RECOVERED ON THE SOUTHERN END OF COFFIN ROCK, VERY NEAR THE
 SC1487'SE CORNER OF THE FOOTING FOR THE COFFIN ROCK LIGHT.
 SC1487'
 SC1487'STATION MARK IS A LENGTH OF 2-INCH PIPE PROJECTING ABOUT 4 INCHES
 SC1487'FROM A CONCRETE BLOCK.
 SC1487
 SC1487                          STATION RECOVERY (1949)
 SC1487
 SC1487'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (HJH)
 SC1487'STATION IS LOCATED ABOUT 1.2 MILES NW OF THE COMMUNITY OF GOBLE, ON
 SC1487'THE S END OF A SMALL ROCK ISLAND KNOWN AS COFFIN ROCK.  STATION LIES
 SC1487'1 METER SE OF THE COFFIN ROCK NAVIGATION LIGHT.
 SC1487'
 SC1487'STATION MARK IS A DISK IN A 2-INCH HOLE IN A CONCRETE MONUMENT.  IT
 SC1487'IS LETTERED USE COFFIN.
 SC1487'
 SC1487'THERE ARE NO REFERENCE MARKS.
 SC1487
 SC1487                          STATION RECOVERY (1973)
 SC1487
 SC1487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RBM)
 SC1487'RECOVERED.  LOCATED ABOUT 2 1/2 MILES NORTHWEST OF KALAMA, ABOUT 1
 SC1487'MILE SOUTH-SOUTHEAST OF PRESCOTT, ABOUT 1/4 MILE EAST OF TROJAN,
 SC1487'ABOUT 250 YARDS EAST OF THE WEST SHORE OF THE COLUMBIA RIVER AND NEAR
 SC1487'THE SOUTH END OF A ROCKY ISLET THAT IS ABOUT 100 FEET LONG, 50 FEET
 SC1487'WIDE ANF ABOUT 15 FEET HIGH.
 SC1487'
 SC1487'THE STATION IS THE CENTER OF A 2 INCH HOLE IN AN 8 INCH SQUARE,
 SC1487'CONCRETE MONUMENT.  THE LETTERING USE COFFIN IS INSCRIBED IN THE TOP
 SC1487'OF THE MONUMENT.  IT IS 0.3 FOOT SOUTHEAST OF THE SOUTHEAST SIDE OF
 SC1487'COFFIN ROCK LIGHT 42 (A NAVIGATION LIGHT).  THE MONUMENT PROJECTS
 SC1487'ABOUT 4 INCHES ABOVE THE SURFACE OF THE GROUND.  THE STATION WAS
 SC1487'OCCUPIED ECCENTRICALLY.  THE STATION WAS REACHED BY BOAT.
 SC1487'
 SC1487'AIRLINE DISTANCE AND DIRECTION FROM NEASREST TOWN--1 MILE SSE OF
 SC1487'PRESCOTT.
 SC1487
 SC1487                          STATION RECOVERY (1979)
 SC1487
 SC1487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 SC1487'THE STATION MARK WAS RECOVERED AND FOUND IN APPARENTLY GOOD
 SC1487'CONDITION.  IT IS IMPOSSIBLE TO OCCUPY THE STATION AS THE COFFIN
 SC1487'ROCK LIGHT 42 IS 0.3 FT WEST OF THE MARK.
 SC1487'
 SC1487'THE STATION IS LOCATED ABOUT 2 MILES NORTHWEST OF KLAMA, 1 MILE
 SC1487'SOUTHEAST OF PRESCOTT, ON A SMALL ROCKY ISLET LOCALLY KNOWN AS
 SC1487'COFFIN ROCK, NEAR THE WEST SHORE OF THE COLUMBIA RIVER AND JUST
 SC1487'SOUTH OF THE TROJAN NUCLEAR POWER PLANT
 SC1487'
 SC1487'THE STATION MUST BE REACHED BY BOAT.
 SC1487'
 SC1487'THE STATION MARK IS THE CENTER OF A 2 INCH HOLE IN THE CENTER
 SC1487'OF AN 8 INCH SQUARE CONCRETE BLOCK WITH THE LETTERS USE COFFIN SCRIBED
 SC1487'ON THE TOP OF THE MARK.  IT IS ON THE SOUTHEAST END OF THE
 SC1487'ISLET AND 0.3 FEET EAST OF THE SOUTHEAST CORNER OF THE COFFIN
 SC1487'ROCK LIGHT AND PROJECTS 4 INCHES ABOVE THE GROUND.
 SC1487
 SC1487                          STATION RECOVERY (1989)
 SC1487
 SC1487'RECOVERY NOTE BY MINISTER AND GLAESER 1989
 SC1487'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1101 ***********************************************************************
 NZ1101  DESIGNATION -  COKER
 NZ1101  PID         -  NZ1101
 NZ1101  STATE/COUNTY-  OR/JACKSON
 NZ1101  USGS QUAD   -  EAGLE POINT (1983)
 NZ1101
 NZ1101                         *CURRENT SURVEY CONTROL
 NZ1101  ___________________________________________________________________
 NZ1101* NAD 83(1991)-  42 22 40.61661(N)    122 50 47.17376(W)     ADJUSTED  
 NZ1101* NAVD 88     -       510.7    (meters)    1676.     (feet)  VERTCON   
 NZ1101  ___________________________________________________________________
 NZ1101  LAPLACE CORR-           2.35  (seconds)                    DEFLEC99
 NZ1101  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 NZ1101  HORZ ORDER  -  SECOND
 NZ1101
 NZ1101.The horizontal coordinates were established by classical geodetic methods
 NZ1101.and adjusted by the National Geodetic Survey in October 1991.
 NZ1101
 NZ1101.The NAVD 88 height was computed by applying the VERTCON shift value to
 NZ1101.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NZ1101
 NZ1101.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ1101
 NZ1101.The geoid height was determined by GEOID03.
 NZ1101
 NZ1101;                    North         East     Units Scale Factor Converg.
 NZ1101;SPC OR S     -    81,719.625 1,306,777.911   MT  0.99998906   -1 36 19.1
 NZ1101;SPC OR S     -   268,109.01  4,287,329.10   iFT  0.99998906   -1 36 19.1
 NZ1101;UTM  10      - 4,691,752.282   512,642.177   MT  0.99960197   +0 06 12.6
 NZ1101
 NZ1101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NZ1101!SPC OR S     -   0.99992371  x   0.99998906  =   0.99991278
 NZ1101!UTM  10      -   0.99992371  x   0.99960197  =   0.99952572
 NZ1101
 NZ1101|---------------------------------------------------------------------|
 NZ1101| PID    Reference Object                     Distance      Geod. Az  |
 NZ1101|                                                           dddmmss.s |
 NZ1101| CD9226 COKER RM 1                           10.110 METERS 03235     |
 NZ1101| NZ1106 ROXY ANN PEAK STATE MAST            APPROX. 5.6 KM 1192056.8 |
 NZ1101| CD9227 COKER RM 2                            8.675 METERS 14004     |
 NZ1101| NZ1131 MEDFORD MEDCO WATER TANK            APPROX. 5.1 KM 2220709.5 |
 NZ1101| NZ1097 MEDFORD HOMER H MARKER              APPROX. 4.4 KM 3294706.6 |
 NZ1101| NZ1102 MEDFORD INDUSTRIAL PARK TANK        APPROX. 6.5 KM 3565927.9 |
 NZ1101|---------------------------------------------------------------------|
 NZ1101
 NZ1101                          SUPERSEDED SURVEY CONTROL
 NZ1101
 NZ1101  NAD 83(1986)-  42 22 40.60584(N)    122 50 47.18614(W) AD(       ) 2
 NZ1101  NAD 27      -  42 22 41.14912(N)    122 50 43.04812(W) AD(       ) 2
 NZ1101  NGVD 29 (07/19/86)  509.7    (m)         1672.     (f) VERT ANG    3  
 NZ1101
 NZ1101.Superseded values are not recommended for survey control.
 NZ1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1101.See file dsdata.txt to determine how the superseded data were derived.
 NZ1101
 NZ1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM1264291752(NAD 83)
 NZ1101_MARKER: DD = SURVEY DISK
 NZ1101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ1101
 NZ1101  HISTORY     - Date     Condition        Report By
 NZ1101  HISTORY     - 1968     MONUMENTED       USE
 NZ1101  HISTORY     - 1970     GOOD             NGS
 NZ1101  HISTORY     - 1974     GOOD             NGS
 NZ1101
 NZ1101                          STATION DESCRIPTION
 NZ1101
 NZ1101'DESCRIBED BY US ENGINEERS 1968
 NZ1101'THE STATION IS 3-1/2 MILES EAST OF CENTRAL POINT AND 3-1/2
 NZ1101'MILES NORTH-NORTHEAST OF MEDFORD ON THE SUMMIT OF COKER BUTTE,
 NZ1101'WHICH IS OWNED BY THE SOUTHERN OREGON BROADCASTING COMPANY.
 NZ1101'
 NZ1101'TO REACH THE STATION FROM THE INTERSTATE NO. 5 AND CRATER
 NZ1101'LAKE HIGHWAY INTERCHANGE, GO NORTHEASTERLY ON CRATER LAKE
 NZ1101'HIGHWAY FOR 2.2 MILES TO COKER BUTTE ROAD, TURN RIGHT AND
 NZ1101'GO EAST ON COKER BUTTE ROAD FOR 0.5 MILE TO A PRIVATE ROAD
 NZ1101'LEFT, NORTH, IF THE GATE IS LOCKED THE KEY MAY BE PROCURED
 NZ1101'FROM THE SOUTHERN OREGON BROADCASTING COMPANY.  PASS THROUGH
 NZ1101'THE GATE AND GO NORTHERLY ON THE ROAD TO THE GUEST HOUSE, PASS
 NZ1101'TO THE RIGHT OF THE GUEST HOUSE FOR 0.1 MILE TO A GATE AT THE
 NZ1101'BASE OF THE BUTTE, PASS THROUGH THE GATE AND GO NORTHEAST FOR
 NZ1101'0.1 MILE TO THE SUMMIT OF THE BUTTE AND STATION.
 NZ1101'
 NZ1101'THE STATION MARK, STAMPED COKER 1941 1942, IS A U.S. ENGINEERS
 NZ1101'DISK SET IN A 6-INCH SQUARE CONCRETE MONUMENT THAT
 NZ1101'PROJECTS 6 INCHES.  IT IS INSIDE A 16 BY 16 FOOT BARBED WIRE
 NZ1101'ENCLOSURE AND 4 FEET SOUTHEAST OF A 4 BY 4 INCH WOODEN WITNESS
 NZ1101'POST.
 NZ1101'
 NZ1101'REFERENCE MARK NO. 1, STAMPED COKER R M NO 1 1941 1942,
 NZ1101'IS A U.S. ENGINEERS DISK CEMENTED IN A DRILL HOLE IN A 3 BY 6
 NZ1101'FOOT ROCK OUTCROP THAT PROJECTS 2 FEET.  IT IS 23 FEET
 NZ1101'NORTHEAST OF THE NORTHEAST CORNER OF THE FENCE AND 18 INCHES
 NZ1101'ABOVE STATION ELEVATION.
 NZ1101'
 NZ1101'REFERENCE MARK NO. 2, STAMPED COKER R M NO 2 1941 1942, IS
 NZ1101'A U.S. ENGINEERS DISK SET IN A 6-INCH SQUARE CONCRETE MONUMENT
 NZ1101'THAT PROJECTS 3 INCHES, 17 FEET SOUTHEAST OF THE SOUTHEAST
 NZ1101'CORNER OF THE FENCED ENCLOSURE AND 1 FOOT BELOW STATION
 NZ1101'ELEVATION.
 NZ1101'
 NZ1101'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 49.78 FEET.
 NZ1101'
 NZ1101'TRIANGULATION STATION BEACON (CITY OF MEDFORD) MAY BE USED
 NZ1101'FOR THE AZIMUTH MARK.  SEE DESCRIPTION THEREOF.
 NZ1101
 NZ1101                          STATION RECOVERY (1970)
 NZ1101
 NZ1101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 NZ1101'THE STATION MARK, AND BOTH REFERENCE MARKS WERE RECOVERED AS
 NZ1101'DESCRIBED.
 NZ1101'
 NZ1101'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NZ1101'4 MILES NORTHEAST OF MEDFORD.
 NZ1101
 NZ1101                          STATION RECOVERY (1974)
 NZ1101
 NZ1101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RLE)
 NZ1101'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0229 ***********************************************************************
 RD0229  DESIGNATION -  COL
 RD0229  PID         -  RD0229
 RD0229  STATE/COUNTY-  OR/CLACKAMAS
 RD0229  USGS QUAD   -  BRIGHTWOOD (1997)
 RD0229
 RD0229                         *CURRENT SURVEY CONTROL
 RD0229  ___________________________________________________________________
 RD0229* NAD 83(1986)-  45 22 39.     (N)    122 06 36.     (W)     SCALED    
 RD0229* NAVD 88     -       278.312  (meters)     913.10   (feet)  ADJUSTED  
 RD0229  ___________________________________________________________________
 RD0229  GEOID HEIGHT-         -22.12  (meters)                     GEOID03
 RD0229  DYNAMIC HT  -         278.285 (meters)     913.01  (feet)  COMP
 RD0229  MODELED GRAV-     980,512.4   (mgal)                       NAVD 88
 RD0229
 RD0229  VERT ORDER  -  SECOND    CLASS 0
 RD0229
 RD0229.The horizontal coordinates were scaled from a topographic map and have
 RD0229.an estimated accuracy of +/- 6 seconds.
 RD0229
 RD0229.The orthometric height was determined by differential leveling
 RD0229.and adjusted in June 1991.
 RD0229
 RD0229.The geoid height was determined by GEOID03.
 RD0229
 RD0229.The dynamic height is computed by dividing the NAVD 88
 RD0229.geopotential number by the normal gravity value computed on the
 RD0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0229.degrees latitude (g = 980.6199 gals.).
 RD0229
 RD0229.The modeled gravity was interpolated from observed gravity values.
 RD0229
 RD0229;                    North         East    Units  Estimated Accuracy
 RD0229;SPC OR N     -   191,370.    2,373,910.      MT  (+/- 180 meters Scaled)
 RD0229
 RD0229                          SUPERSEDED SURVEY CONTROL
 RD0229
 RD0229  NGVD 29 (??/??/92)  277.259  (m)          909.64   (f) ADJ UNCH    2 0
 RD0229
 RD0229.Superseded values are not recommended for survey control.
 RD0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0229.See file dsdata.txt to determine how the superseded data were derived.
 RD0229
 RD0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER696252(NAD 83)
 RD0229_MARKER: DB = BENCH MARK DISK
 RD0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0229_STAMPING: COL 1935
 RD0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0229+STABILITY: SURFACE MOTION
 RD0229
 RD0229  HISTORY     - Date     Condition        Report By
 RD0229  HISTORY     - 1935     MONUMENTED       CGS
 RD0229  HISTORY     - 1947     GOOD             NGS
 RD0229  HISTORY     - 1983     MARK NOT FOUND   USGS
 RD0229
 RD0229                          STATION DESCRIPTION
 RD0229
 RD0229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 RD0229'1.5 MI E FROM CHERRYVILLE.
 RD0229'1.5 MILES EAST ALONG STATE HIGHWAY 50 FROM THE POST OFFICE AT
 RD0229'CHERRYVILLE, ABOUT 45 YARDS EAST OF THE INTERSECTION OF CENTER LINES
 RD0229'OF THE HIGHWAY AND A NARROW DIRT ROAD LEADING NORTH BY THE EAST END OF
 RD0229'A TAN SHINGLED HOUSE, 28.0 FEET NORTH OF THE CENTER LINE OF THE
 RD0229'HIGHWAY, 60.6 FEET NORTHEAST OF AND ACROSS THE HIGHWAY FROM TELEPHONE
 RD0229'POLE NO. 14/22, 49.0 FEET WEST OF POWER LINE POLE NO. D 261926, AND
 RD0229'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 RD0229'GROUND.  WITNESS POST SET 2.3 FEET NORTH OF THE MARK.
 RD0229
 RD0229                          STATION RECOVERY (1983)
 RD0229
 RD0229'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 RD0229'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2592 ***********************************************************************
 QE2592  DESIGNATION -  COL
 QE2592  PID         -  QE2592
 QE2592  STATE/COUNTY-  OR/LANE
 QE2592  USGS QUAD   -  MERCER LAKE (1984)
 QE2592
 QE2592                         *CURRENT SURVEY CONTROL
 QE2592  ___________________________________________________________________
 QE2592* NAD 83(1991)-  44 01 57.04375(N)    124 06 00.00385(W)     ADJUSTED  
 QE2592* NAVD 88     -        43.3    (meters)     142.     (feet)  VERTCON   
 QE2592  ___________________________________________________________________
 QE2592  LAPLACE CORR-          14.39  (seconds)                    DEFLEC99
 QE2592  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 QE2592  HORZ ORDER  -  SECOND
 QE2592
 QE2592.The horizontal coordinates were established by classical geodetic methods
 QE2592.and adjusted by the National Geodetic Survey in October 1991.
 QE2592
 QE2592.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE2592.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE2592
 QE2592.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2592
 QE2592.The geoid height was determined by GEOID03.
 QE2592
 QE2592;                    North         East     Units Scale Factor Converg.
 QE2592;SPC OR S     -   269,017.892 1,211,501.776   MT  1.00000843   -2 27 46.6
 QE2592;SPC OR S     -   882,604.63  3,974,743.36   iFT  1.00000843   -2 27 46.6
 QE2592;UTM  10      - 4,876,072.050   411,856.373   MT  0.99969555   -0 45 52.6
 QE2592
 QE2592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2592!SPC OR S     -   0.99999705  x   1.00000843  =   1.00000548
 QE2592!UTM  10      -   0.99999705  x   0.99969555  =   0.99969260
 QE2592
 QE2592:                Primary Azimuth Mark                     Grid Az
 QE2592:SPC OR S     -  SUT                                      006 48 12.8
 QE2592:UTM  10      -  SUT                                      005 06 18.8
 QE2592
 QE2592|---------------------------------------------------------------------|
 QE2592| PID    Reference Object                     Distance      Geod. Az  |
 QE2592|                                                           dddmmss.s |
 QE2592| QE1586 SUT                                 APPROX. 2.4 KM 0042026.2 |
 QE2592|---------------------------------------------------------------------|
 QE2592
 QE2592                          SUPERSEDED SURVEY CONTROL
 QE2592
 QE2592  NAD 83(1986)-  44 01 57.05221(N)    124 06 00.05919(W) AD(       ) 2
 QE2592  NAD 27      -  44 01 57.61150(N)    124 05 55.63158(W) AD(       ) 2
 QE2592  NGVD 29 (07/19/86)   42.3    (m)          139.     (f) VERT ANG    3  
 QE2592
 QE2592.Superseded values are not recommended for survey control.
 QE2592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2592.See file dsdata.txt to determine how the superseded data were derived.
 QE2592
 QE2592_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP1185676072(NAD 83)
 QE2592_MARKER: DD = SURVEY DISK
 QE2592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE2592_MARK LOGO: ORDT  
 QE2592_MAGNETIC: N = NO MAGNETIC MATERIAL
 QE2592_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE2592
 QE2592  HISTORY     - Date     Condition        Report By
 QE2592  HISTORY     - 1965     MONUMENTED       ORDT
 QE2592  HISTORY     - 1984     GOOD             USPSQD
 QE2592  HISTORY     - 19850213 GOOD             NGS
 QE2592
 QE2592                          STATION DESCRIPTION
 QE2592
 QE2592'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1965 (PAS)
 QE2592'THE STATION IS 5-1/2 MILES NORTH OF FLORENCE ON THE EAST
 QE2592'RIGHT-OF-WAY OF U.S. HIGHWAY 101.
 QE2592'
 QE2592'TO REACH THE STATION FROM THE NORTH END OF THE BRIDGE OVER THE
 QE2592'SIUSLAW RIVER GO NORTH ON U.S. HIGHWAY 101 FOR 5.5 MILES TO THE
 QE2592'STATION ON THE RIGHT.
 QE2592'
 QE2592'THE STATION MARK, STAMPED COL USC AND GS 1965, IS A STATE
 QE2592'HIGHWAY DEPT. STATION MARK DISK BRAZED TO THE TOP OF A 3-INCH
 QE2592'STEEL PIPE, SET IN CONCRETE, THAT PROJECTS 3-INCHES, 95 FEET
 QE2592'SOUTH OF TELEPHONE POLE NO. 132, 76 FEET NORTH OF TELEPHONE POLE
 QE2592'NO. 131, 28 FEET EAST OF THE CENTER OF THE HIGHWAY, 22 FEET
 QE2592'SOUTH OF A 4-INCH BY 4-INCH WHITE POST, 2 FEET WEST OF A WITNESS
 QE2592'POST AND 8 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 QE2592'
 QE2592'THERE WERE NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.
 QE2592
 QE2592                          STATION RECOVERY (1984)
 QE2592
 QE2592'RECOVERY NOTE BY US POWER SQUADRON 1984 (RS)
 QE2592'COL USC AND GS 1965 FOUND GOOD.
 QE2592'
 QE2592'RECOVERED AS DESCRIBED.
 QE2592
 QE2592                          STATION RECOVERY (1985)
 QE2592
 QE2592'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 QE2592'THE STATION WAS RECOVERED.  IT IS 4.5 MILES (7.2 KM) NORTH OF THE
 QE2592'NORTH END OF THE BRIDGE OVER THE SIUSLAW RIVER NOT 5.5 AS STATED IN
 QE2592'THE ORIGINAL DESCRIPTION.  A FIBERGLASS WITNESS POST WAS PLACED 0.3
 QE2592'METER (1.0 FT) EAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AI1987 ***********************************************************************
 AI1987  CBN         -  This is a Cooperative Base Network Control Station.
 AI1987  DESIGNATION -  COLA RESET
 AI1987  PID         -  AI1987
 AI1987  STATE/COUNTY-  OR/LANE
 AI1987  USGS QUAD   -  MARCOLA (1988)
 AI1987
 AI1987                         *CURRENT SURVEY CONTROL
 AI1987  ___________________________________________________________________
 AI1987* NAD 83(2007)-  44 12 27.42837(N)    122 49 49.03811(W)     ADJUSTED  
 AI1987* NAVD 88     -       180.6    (meters)     593.     (feet)  GPS OBS   
 AI1987  ___________________________________________________________________
 AI1987  EPOCH DATE  -        2007.00
 AI1987  X           -  -2,482,805.595 (meters)                     COMP
 AI1987  Y           -  -3,848,091.168 (meters)                     COMP
 AI1987  Z           -   4,424,767.014 (meters)                     COMP
 AI1987  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 AI1987  ELLIP HEIGHT-         157.347 (meters)          (02/10/07) ADJUSTED
 AI1987  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 AI1987
 AI1987  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI1987  Type    PID    Designation                      North   East  Ellip
 AI1987  -------------------------------------------------------------------
 AI1987  NETWORK AI1987 COLA RESET                        0.65   0.49   1.43
 AI1987  -------------------------------------------------------------------
 AI1987
 AI1987.The horizontal coordinates were established by GPS observations
 AI1987.and adjusted by the National Geodetic Survey in February 2007.
 AI1987
 AI1987.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI1987.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI1987.The horizontal coordinates are valid at the epoch date displayed above.
 AI1987.The epoch date for horizontal control is a decimal equivalence
 AI1987.of Year/Month/Day.
 AI1987
 AI1987.The orthometric height was determined by GPS observations and a
 AI1987.high-resolution geoid model.
 AI1987
 AI1987.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI1987
 AI1987.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1987
 AI1987.The ellipsoidal height was determined by GPS observations
 AI1987.and is referenced to NAD 83.
 AI1987
 AI1987.The geoid height was determined by GEOID03.
 AI1987
 AI1987;                    North         East     Units Scale Factor Converg.
 AI1987;SPC OR S     -   284,864.983 1,313,762.403   MT  1.00005941   -1 35 39.3
 AI1987;SPC OR S     -   934,596.40  4,310,244.10   iFT  1.00005941   -1 35 39.3
 AI1987;UTM  10      - 4,894,947.047   513,558.943   MT  0.99960226   +0 07 06.0
 AI1987
 AI1987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1987!SPC OR S     -   0.99997533  x   1.00005941  =   1.00003474
 AI1987!UTM  10      -   0.99997533  x   0.99960226  =   0.99957760
 AI1987
 AI1987                          SUPERSEDED SURVEY CONTROL
 AI1987
 AI1987  NAD 83(1998)-  44 12 27.42635(N)    122 49 49.03897(W) AD(       ) A
 AI1987  ELLIP H (04/24/00)  157.353  (m)                       GP(       ) 3 1
 AI1987  NAD 83(1991)-  44 12 27.42435(N)    122 49 49.03801(W) AD(       ) B
 AI1987  ELLIP H (10/13/99)  157.488  (m)                       GP(       ) 3 1
 AI1987
 AI1987.Superseded values are not recommended for survey control.
 AI1987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1987.See file dsdata.txt to determine how the superseded data were derived.
 AI1987
 AI1987_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP1355994947(NAD 83)
 AI1987_MARKER: DD = SURVEY DISK
 AI1987_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AI1987_STAMPING: PRI-NET COLA RESET 1998
 AI1987_MARK LOGO: OR-039
 AI1987_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AI1987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI1987+STABILITY: SURFACE MOTION
 AI1987_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1987+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AI1987
 AI1987  HISTORY     - Date     Condition        Report By
 AI1987  HISTORY     - 1998     MONUMENTED       OR-039
 AI1987
 AI1987                          STATION DESCRIPTION
 AI1987
 AI1987'DESCRIBED BY LANE COUNTY OREGON 1998 (RET)
 AI1987'THE STATION IS ABOUT 24.0 KM (14.90 MI) NORTHEAST OF THE
 AI1987'EUGENE-SPRINGFIELD AREA, 5.0 KM (3.10 MI) NORTHEAST OF MARCOLA, ON THE
 AI1987'NORTH SIDE OF HILEMAN ROAD.  OWNERSHIP--LANE COUNTY.  TO REACH THE
 AI1987'STATION FROM THE POST OFFICE IN MARCOLA, GO NORTHEAST ON MARCOLA ROAD
 AI1987'FOR 5.0 KM (3.10 MI) TO THE JUNCTION OF HILEMAN ROAD ON THE RIGHT.
 AI1987'TURN RIGHT, EASTERLY ON HILEMAN ROAD FOR 100 M (328.1 FT) TO THE
 AI1987'STATION ON THE LEFT, ABOUT 74 M (242.8 FT) PAST THE EAST END OF THE
 AI1987'BRIDGE OVER THE MOHAWK RIVER.  THE STATION IS A LANE COUNTY SURVEYORS
 AI1987'OFFICE DISK ON TOP OF A 2 CM BY 76 CM LONG GALVANIZED IRON PIPE
 AI1987'EMBEDDED IN A 30 CM ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT
 AI1987'IS 18.9 M (62.0 FT) NORTHEAST FROM EPUD POWER POLE NUMBER 1601056500,
 AI1987'8.8 M (28.9 FT) NORTH FROM THE CENTER OF THE ROAD, AND 1.2 M (3.9 FT)
 AI1987'SOUTH FROM A WITNESS SIGN IN THE FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC1049 ***********************************************************************
 PC1049  DESIGNATION -  COLD SPRING
 PC1049  PID         -  PC1049
 PC1049  STATE/COUNTY-  OR/COOS
 PC1049  USGS QUAD   -  MOUNT GURNEY (1990)
 PC1049
 PC1049                         *CURRENT SURVEY CONTROL
 PC1049  ___________________________________________________________________
 PC1049* NAD 83(1991)-  43 13 47.62309(N)    123 44 56.60113(W)     ADJUSTED  
 PC1049* NAVD 88     -       861.5    (meters)    2826.     (feet)  VERTCON   
 PC1049  ___________________________________________________________________
 PC1049  LAPLACE CORR-           4.10  (seconds)                    DEFLEC99
 PC1049  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 PC1049  HORZ ORDER  -  SECOND
 PC1049
 PC1049.The horizontal coordinates were established by classical geodetic methods
 PC1049.and adjusted by the National Geodetic Survey in October 1991.
 PC1049
 PC1049.The NAVD 88 height was computed by applying the VERTCON shift value to
 PC1049.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PC1049
 PC1049.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC1049
 PC1049.The geoid height was determined by GEOID03.
 PC1049
 PC1049;                    North         East     Units Scale Factor Converg.
 PC1049;SPC OR S     -   178,765.911 1,236,152.567   MT  0.99989518   -2 13 22.2
 PC1049;SPC OR S     -   586,502.33  4,055,618.66   iFT  0.99989518   -2 13 22.2
 PC1049;UTM  10      - 4,786,617.132   439,173.698   MT  0.99964551   -0 30 47.0
 PC1049
 PC1049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC1049!SPC OR S     -   0.99986866  x   0.99989518  =   0.99976385
 PC1049!UTM  10      -   0.99986866  x   0.99964551  =   0.99951422
 PC1049
 PC1049|---------------------------------------------------------------------|
 PC1049| PID    Reference Object                     Distance      Geod. Az  |
 PC1049|                                                           dddmmss.s |
 PC1049| CD9229 COLD SPRING RM 1                     23.546 METERS 08746     |
 PC1049| CD9230 COLD SPRING RM 2                     20.882 METERS 31538     |
 PC1049| CD9228 COLD SPRING AZ MK                                  3595449.2 |
 PC1049|---------------------------------------------------------------------|
 PC1049
 PC1049                          SUPERSEDED SURVEY CONTROL
 PC1049
 PC1049  NAD 83(1986)-  43 13 47.61918(N)    123 44 56.62899(W) AD(       ) 2
 PC1049  NAD 27      -  43 13 48.21300(N)    123 44 52.31200(W) AD(       ) 2
 PC1049  NGVD 29 (07/19/86)  860.4    (m)         2823.     (f) VERT ANG    3  
 PC1049
 PC1049.Superseded values are not recommended for survey control.
 PC1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC1049.See file dsdata.txt to determine how the superseded data were derived.
 PC1049
 PC1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN3917486617(NAD 83)
 PC1049_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PC1049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC1049_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PC1049
 PC1049  HISTORY     - Date     Condition        Report By
 PC1049  HISTORY     - 1953     MONUMENTED       CGS
 PC1049  HISTORY     - 19861119 MARK NOT FOUND   USPSQD
 PC1049
 PC1049                          STATION DESCRIPTION
 PC1049
 PC1049'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 PC1049'THE STATION IS LOCATED ABOUT 25 MILES SOUTHEAST OF COOS BAY AND
 PC1049'ABOUT 20 MILES WEST OF ROSEBURG ON A PROMINENT HILL THAT HAS
 PC1049'BEEN BURNED OVER LEAVING A FEW GREEN TREES AND NUMERABLE SNAGS
 PC1049'STANDING ON THE TOP.
 PC1049'
 PC1049'TO REACH THE STATION FROM THE POST OFFICE IN DELLWOOD, GO EAST
 PC1049'ON A GRAVEL ROAD ALONG RIVER 22.65 MILES TO A ROAD RIGHT AT A
 PC1049'BRIDGE.  TURN RIGHT, GO 5.5 MILES TO A FORK.  TURN LEFT, GO 3.2
 PC1049'MILES TO A ROAD LEFT.  CONTINUE STRAIGHT AHEAD 1.4 MILES TO A
 PC1049'ROAD SHARP LEFT.  CONTINUE STRAIGHT AHEAD 2.7 MILES TO A ROAD
 PC1049'LEFT.  (TURN LEFT HERE AND GO 0.15 MILE TO THE AZIMUTH
 PC1049'MARK).  CONTINUE STRAIGHT AHEAD 0.6 MILE TO A ROAD SHARP LEFT.
 PC1049'TURN LEFT, GO 0.45 MILE TO THE END OF TRUCK TRAVEL 60 YARDS WEST OF
 PC1049'THE STATION.
 PC1049'
 PC1049'THE STATION MARK IS STAMPED COLD SPRING 1953.  IT IS A STANDARD
 PC1049'DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 6 INCHES.  IT IS
 PC1049'21 FEET SOUTH OF A TRIANGULAR BLAZED SNAG.
 PC1049'
 PC1049'REFERENCE MARK 1 IS STAMPED COLD SPRING NO 1 1953.  IT IS A
 PC1049'STANDARD DISK CEMENTED IN THE TOP OF AN IRON PIPE THAT PROJECTS
 PC1049'3 INCHES.
 PC1049'
 PC1049'REFERENCE MARK 2 IS STAMPED COLD SPRING NO 2 1953.  IT IS A
 PC1049'STANDARD DISK CEMENTED IN THE TOP OF AN IRON PIPE THAT PROJECTS
 PC1049'6 INCHES.
 PC1049'
 PC1049'THE AZIMUTH MARK IS STAMPED COLD SPRING 1953.  IT IS A STANDARD
 PC1049'DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 6 INCHES.  IT IS
 PC1049'50 FEET EAST OF A BLADED ROAD AND 3.5 FEET SOUTH OF A WHITE
 PC1049'WITNESS POST.
 PC1049'
 PC1049'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 PC1049
 PC1049                          STATION RECOVERY (1986)
 PC1049
 PC1049'RECOVERY NOTE BY US POWER SQUADRON 1986 (TE)
 PC1049'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB1378 ***********************************************************************
 RB1378  DESIGNATION -  COLD SPRINGS
 RB1378  PID         -  RB1378
 RB1378  STATE/COUNTY-  OR/UMATILLA
 RB1378  USGS QUAD   -  HOLDMAN SE (1966)
 RB1378
 RB1378                         *CURRENT SURVEY CONTROL
 RB1378  ___________________________________________________________________
 RB1378* NAD 83(1991)-  45 46 33.63384(N)    118 45 10.70322(W)     ADJUSTED  
 RB1378* NAVD 88     -       540.2    (meters)    1772.     (feet)  VERTCON   
 RB1378  ___________________________________________________________________
 RB1378  LAPLACE CORR-           5.39  (seconds)                    DEFLEC99
 RB1378  GEOID HEIGHT-         -20.92  (meters)                     GEOID03
 RB1378  HORZ ORDER  -  SECOND
 RB1378
 RB1378.The horizontal coordinates were established by classical geodetic methods
 RB1378.and adjusted by the National Geodetic Survey in October 1991.
 RB1378
 RB1378.The NAVD 88 height was computed by applying the VERTCON shift value to
 RB1378.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RB1378
 RB1378.The Laplace correction was computed from DEFLEC99 derived deflections.
 RB1378
 RB1378.The geoid height was determined by GEOID03.
 RB1378
 RB1378;                    North         East     Units Scale Factor Converg.
 RB1378;SPC OR N     -   235,867.968 2,635,858.224   MT  0.99995077   +1 14 20.3
 RB1378;SPC OR N     -   773,845.04  8,647,828.82   iFT  0.99995077   +1 14 20.3
 RB1378;UTM  11      - 5,070,655.326   363,717.108   MT  0.99982834   -1 15 23.1
 RB1378
 RB1378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RB1378!SPC OR N     -   0.99991859  x   0.99995077  =   0.99986936
 RB1378!UTM  11      -   0.99991859  x   0.99982834  =   0.99974694
 RB1378
 RB1378:                Primary Azimuth Mark                     Grid Az
 RB1378:SPC OR N     -  DUROC PGT CO MICROWAVE MAST              033 20 29.4
 RB1378:UTM  11      -  DUROC PGT CO MICROWAVE MAST              035 50 12.8
 RB1378
 RB1378|---------------------------------------------------------------------|
 RB1378| PID    Reference Object                     Distance      Geod. Az  |
 RB1378|                                                           dddmmss.s |
 RB1378| RB1354 DUROC PGT CO MICROWAVE MAST         APPROX.17.5 KM 0343449.7 |
 RB1378| RB1351 AIRWAY BN 21 WSW MILTON FREEW       APPROX.19.3 KM 0444412.2 |
 RB1378| CF4680 COLD SPRINGS RM 1                    31.123 METERS 07042     |
 RB1378| CF4679 COLD SPRINGS AZ MK                                 0904432.9 |
 RB1378| RB1365 AIRPORT BCN PENDLETON MUN APT       APPROX.11.9 KM 2152903.2 |
 RB1378| CF4681 COLD SPRINGS RM 2                    19.572 METERS 27243     |
 RB1378|---------------------------------------------------------------------|
 RB1378
 RB1378                          SUPERSEDED SURVEY CONTROL
 RB1378
 RB1378  NAD 83(1986)-  45 46 33.63805(N)    118 45 10.69672(W) AD(       ) 2
 RB1378  NAD 27      -  45 46 34.16575(N)    118 45 06.74972(W) AD(       ) 2
 RB1378  NGVD 29 (07/19/86)  539.2    (m)         1769.     (f) VERT ANG    3  
 RB1378
 RB1378.Superseded values are not recommended for survey control.
 RB1378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1378.See file dsdata.txt to determine how the superseded data were derived.
 RB1378
 RB1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL6371770655(NAD 83)
 RB1378_MARKER: DS = TRIANGULATION STATION DISK
 RB1378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB1378_STAMPING: COLD SPRINGS 1963
 RB1378_MARK LOGO: CGS   
 RB1378_MAGNETIC: N = NO MAGNETIC MATERIAL
 RB1378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB1378+STABILITY: SURFACE MOTION
 RB1378
 RB1378  HISTORY     - Date     Condition        Report By
 RB1378  HISTORY     - 1963     MONUMENTED       CGS
 RB1378  HISTORY     - 19811120 GOOD             NGS
 RB1378
 RB1378                          STATION DESCRIPTION
 RB1378
 RB1378'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 RB1378'THE STATION IS LOCATED ABOUT 15 MILES WEST SOUTHWEST OF ATHENA,
 RB1378'7-1/4 MILES NORTH NORTHEAST OF PENDLETON, 7 MILES SOUTHWEST OF
 RB1378'HELIX ON THE CREST OF A LOW HILL AT THE NORTH EDGE OF A LARGE
 RB1378'WHEAT FIELD.
 RB1378'
 RB1378'TO REACH THE STATION FROM THE POST OFFICE IN ATHENA, GO WEST ON
 RB1378'THE MAIN STREET, THENCE OUT OF TOWN FOR 3.1 MILES TO A GRAVELED
 RB1378'CROSS ROAD AT A TURN IN THE HIGHWAY, CONTINUE AHEAD ON THE HIGHWAY
 RB1378'AND GO 5.0 MILES TO A CROSS ROAD AND SIGN PENDLETON 14.  TURN LEFT
 RB1378'AS PER SIGN AND GO 1.2 MILES TO A SIDE ROAD ON THE RIGHT.  TURN
 RB1378'RIGHT AND GO 3.1 MILES TO A CROSS ROAD AT THE RAILROAD SIDING OF
 RB1378'MYRICK.  TURN LEFT AND GO 2.1 MILES TO A CROSS ROAD, TURN RIGHT
 RB1378'AND GO 1.05 MILES TO THE AZIMUTH MARK ON THE LEFT, 100 YARDS
 RB1378'BEFORE REACHING A RAILROAD TRACK.  CONTINUE AHEAD FOR 0.85
 RB1378'MILE TO THE CREST OF THE NEXT HILL AND THE STATION ON THE
 RB1378'LEFT.
 RB1378'
 RB1378'THE STATION MARK IS A STANDARD DISK, STAMPED COLD SPRINGS 1963,
 RB1378'CEMENTED IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT
 RB1378'PROJECTS 1 INCH ABOVE THE GROUND.  IT IS IN AN EAST-WEST FENCE
 RB1378'LINE, 21 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD, 3.5 FEET
 RB1378'WEST OF A WITNESS POST AND ABOUT 1 FOOT HIGHER THAN THE ROAD.
 RB1378'
 RB1378'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED COLD SPRINGS NO 1
 RB1378'1963, CEMENTED IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT
 RB1378'IS FLUSH WITH THE GROUND.  IT IS 13 FEET NORTH OF THE CENTER OF THE
 RB1378'ROAD, 1.3 FEET WEST OF A WITNESS POST, 1 FOOT LOWER THAN THE
 RB1378'STATION AND ABOUT 1 FOOT HIGHER THAN THE ROAD.
 RB1378'
 RB1378'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED COLD SPRINGS NO 2
 RB1378'1963, CEMENTED IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT
 RB1378'THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 21 FEET SOUTH OF
 RB1378'THE CENTER OF THE ROAD, 2.5 FEET NORTH OF THE EAST-WEST FENCE, 1
 RB1378'FOOT HIGHER THAN THE ROAD AND ABOUT LEVEL WITH THE STATION.
 RB1378'
 RB1378'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED COLD SPRINGS 1963,
 RB1378'CEMENTED IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT
 RB1378'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS ABOUT 100 YARDS EAST
 RB1378'OF A RAILROAD TRACK, 33 FEET SOUTH OF THE CENTER OF THE ROAD,
 RB1378'6.8 FEET SOUTH SOUTHWEST OF A CORNER FENCE POST, 2.5 FEET
 RB1378'SOUTHWEST OF A WITNESS POST, 1.5 FEET WEST OF A FENCE LINE AND
 RB1378'ABOUT 3-1/2 FEET HIGHER THAN THE ROAD.
 RB1378
 RB1378                          STATION RECOVERY (1981)
 RB1378
 RB1378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 RB1378'THE STATION AND REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 RB1378'RECOVERED IN GOIOD CONDITION.  THE DISTANCE TO REFERENCE MARK 1
 RB1378'DIFFERS BY 0.09 FT (2.74 CM) FROM THE 1963 DESCRIPTION.  THE ANGLE
 RB1378'COMPARES FAVORABLY.  AN EDM DISTANCE REDUCED TO SEA LEVEL TO THE
 RB1378'AZIMUTH MARK IS 1328.631 METERS.  (4359.017 FT) THE STATION IS LOCATED
 RB1378'ABOUT 24 KM (14.90 MI) WEST-SOUTHWEST OF ATHENS, 11.6 KM (7.20 MI)
 RB1378'NORTH-NORTHEAST OF PENDLETON, 11.2 KM (6.95 MI) SOUTHWEST OF HELIX ON
 RB1378'THE CREST OF A LOW HILL AT THE NORTH EDGE OF A LARGE FIELD.  TO REACH
 RB1378'THE STATION FROM THE JUNCTION OF N GOLD SPRINGS RD AND HIGHWAY 37 IN
 RB1378'HOLMAN, GO SOUTHEAST ON HIGHWAY 37 FOR 11.2 KM (6.95 MI) TO A ROAD
 RB1378'FORK, KEEP RIGHT ON HIGHWAY 37 AND GO 5.1 KM (3.15 MI) TO A CROSSROAD
 RB1378'JUST BEFORE REACHING THE COLD SPRINGS GRANGE, TURN LEFT AND GO 4.2 KM
 RB1378'(2.60 MI) TO THE STATION ON THE RIGHT.
 RB1378' 
 RB1378'THE STATION IS A STANDARD CGS DISK STAMPED---COLD SPRINGS 1963---, SET
 RB1378'INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 30 CM IN DIAMETER,
 RB1378'RECESSED 15 CM BELOW THE GROUND.  THE STATION IS LOCATED 109 METERS
 RB1378'(357.6 FT) EAST FROM MILE POST 10 RD 850, 6.2 METERS (20.3 FT) SOUTH
 RB1378'FROM THE CENTERLINE OF ROAD, 0.9 METERS (3.0 FT) WEST FROM A METAL
 RB1378'WITNESS POST.  REFERENCE MARK NO 1, IS A STANDARD CGS DISK
 RB1378'STAMPED---COLD SPRINGS NO 1 1963---, SET INTO THE TOP OF A SQUARE
 RB1378'CONCRETE MONUMENT, 30 CM IN DIAMETER, PROJECTING 3 CM ABOVE THE
 RB1378'GROUND.  THE STATION IS LOCATED 4.6 METERS (15.1 FT) NORTH FROM THE
 RB1378'CENTERLINE OF THE ROAD, 0.5 METERS (1.6 FT) SOUTH FROM THE TOP EDGE OF
 RB1378'THE BANK, 0.4 METERS (1.3 FT) WEST FROM A METAL WITNESS POST, AND 0.5
 RB1378'METERS (1.6 FT) LOWER THAN THE STATION.  REFERENCE MARK NO 2, IS A
 RB1378'STANDARD CGS DISK STAMPED--COLD SPRINGS NO 2 1963---, SET INTO THE TOP
 RB1378'OF A SQUARE CONCRETE MONUMENT, 30 CM IN DIAMETER, RECESSED 25 CM BELOW
 RB1378'THE GROUND.  THE STATION IS LOCATED 20.9 METERS (68.6 FT) FROM A METAL
 RB1378'WITNESS POST, 4.7 METERS (15.4 FT) SOUTH FROM THE CENTERLINE OF THE
 RB1378'ROAD, 0.4 METERS (1.3 FT) EAST FROM A METAL WITNESS POST, AND 0.2
 RB1378'METERS (0.7 FT) LOWER THAN THE STATION.  AZIMUTH MARK NO 1, IS A
 RB1378'STANDARD CGS DISK STAMPED---COLD SPRINGS 1963---, SET INTO THE TOP OF
 RB1378'A SQUARE CONCRETE MONUMENT, 30 CM IN DIAMETER, PROJECTING 10 CM ABOVE
 RB1378'THE GROUND.  THE STATION IS LOCATED 100 METERS (328.1 FT) EAST FROM
 RB1378'RAILROAD CROSSING, 10.6 METERS (34.8 FT) SOUTH FROM THE CENTERLINE OF
 RB1378'THE ROAD, 1.9 METERS (6.2 FT) SOUTH FROM A FENCE POST, 0.7 METERS (2.3
 RB1378'FT) SOUTH-SOUTHWEST FROM A METAL WITNESS POST.  TO REACH THE AZIMUTH
 RB1378'MARK FROM THE STATION GO EAST ON GRAVEL ROAD 1.4 KM (0.85 MI) TO THE
 RB1378'MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1960 ***********************************************************************
 RD1960  DESIGNATION -  COLE
 RD1960  PID         -  RD1960
 RD1960  STATE/COUNTY-  OR/CLATSOP
 RD1960  USGS QUAD   -  HAMLET (1984)
 RD1960
 RD1960                         *CURRENT SURVEY CONTROL
 RD1960  ___________________________________________________________________
 RD1960* NAD 83(1991)-  45 49 53.23511(N)    123 44 24.77445(W)     ADJUSTED  
 RD1960* NAVD 88     -       363.     (meters)    1191.     (feet)  SCALED    
 RD1960  ___________________________________________________________________
 RD1960  LAPLACE CORR-          14.12  (seconds)                    DEFLEC99
 RD1960  GEOID HEIGHT-         -21.76  (meters)                     GEOID03
 RD1960  HORZ ORDER  -  SECOND
 RD1960
 RD1960.The horizontal coordinates were established by classical geodetic methods
 RD1960.and adjusted by the National Geodetic Survey in October 1991.
 RD1960
 RD1960.The orthometric height was scaled from a topographic map.
 RD1960
 RD1960.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1960
 RD1960.The geoid height was determined by GEOID03.
 RD1960
 RD1960;                    North         East     Units Scale Factor Converg.
 RD1960;SPC OR N     -   245,608.958 2,248,318.404   MT  0.99996152   -2 17 52.5
 RD1960;SPC OR N     -   805,803.67  7,376,372.72   iFT  0.99996152   -2 17 52.5
 RD1960;UTM  10      - 5,075,587.559   442,509.692   MT  0.99964063   -0 31 51.5
 RD1960
 RD1960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1960!SPC OR N     -   0.99994650  x   0.99996152  =   0.99990802
 RD1960!UTM  10      -   0.99994650  x   0.99964063  =   0.99958715
 RD1960
 RD1960:                Primary Azimuth Mark                     Grid Az
 RD1960:SPC OR N     -  RECTOR LO RESET                          165 14 22.9
 RD1960:UTM  10      -  RECTOR LO RESET                          163 28 21.9
 RD1960
 RD1960|---------------------------------------------------------------------|
 RD1960| PID    Reference Object                     Distance      Geod. Az  |
 RD1960|                                                           dddmmss.s |
 RD1960| RD1959 RECTOR LO RESET                     APPROX. 7.6 KM 1625630.4 |
 RD1960|---------------------------------------------------------------------|
 RD1960
 RD1960                          SUPERSEDED SURVEY CONTROL
 RD1960
 RD1960  NAD 83(1986)-  45 49 53.25731(N)    123 44 24.76155(W) AD(       ) 2
 RD1960  NAD 27      -  45 49 53.85400(N)    123 44 20.29500(W) AD(       ) 2
 RD1960
 RD1960.Superseded values are not recommended for survey control.
 RD1960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1960.See file dsdata.txt to determine how the superseded data were derived.
 RD1960
 RD1960_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR4251075588(NAD 83)
 RD1960_MARKER: Z = SEE DESCRIPTION
 RD1960_SETTING: 0 = UNSPECIFIED SETTING
 RD1960_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD1960
 RD1960  HISTORY     - Date     Condition        Report By
 RD1960  HISTORY     - 1936     MONUMENTED       USE
 RD1960  HISTORY     - 1956     SEE DESCRIPTION  LOCSUR
 RD1960  HISTORY     - 1958     SEE DESCRIPTION  CGS
 RD1960
 RD1960                          STATION DESCRIPTION
 RD1960
 RD1960'DESCRIBED BY US ENGINEERS 1936
 RD1960'STATION IS LOCATED 26 MILES SE OF SEASIDE 10 MILES SE OF WOLF
 RD1960'CREEK JUNCTION.
 RD1960'
 RD1960'STATION IS A STANDARD CORPS OF ENGINEERS, U.S.A. DISK, STAMPED
 RD1960'COLE 1936 SET IN A 4-INCH IRON PIPE FILLED WITH CONCRETE AND
 RD1960'PROJECTS 1 FOOT ABOVE GROUND.
 RD1960'
 RD1960'REFERENCE MARKS ARE 2-INCH IRON PIPES FILLED WITH CONCRETE,
 RD1960'WITH A BRASS TACK EMBEDDED IN CENTER OF EACH AND PROJECTING ABOUT
 RD1960'1 FOOT ABOVE THE GROUND.
 RD1960'
 RD1960'TO REACH STATION FROM SEASIDE GO S ALONG HIGHWAY 101, 22 MILES
 RD1960'TO A ROAD 300 FEET N OF A COVERED BRIDGE OVER N FORK NEHALEM
 RD1960'RIVER.  TURN NE ALONG COUNTY ROAD 2.3 MILES TO TOP OF RIDGE, TURN
 RD1960'SW, WALK UP RIDGE FOR 900 FEET UNTIL HIGHEST PART OF RIDGE AND
 RD1960'STATION IS REACHED.
 RD1960'
 RD1960'IT IS UNCERTAIN AS TO WHETHER DISTANCES ARE IN FEET OR METERS.
 RD1960
 RD1960                          STATION RECOVERY (1956)
 RD1960
 RD1960'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1956 (RLP)
 RD1960'RECOVERED BY OR TAX COMM.
 RD1960'
 RD1960'CHANGE DESCRIPTION TO READ--
 RD1960'
 RD1960'TO REACH STATION FROM SEASIDE GO SOUTH ALONG HIGHWAY 101 22
 RD1960'MILES TO A ROAD 300 FEET NORTH OF A COVERED BRIDGE OVER NORTH FORK
 RD1960'OF NEHALEM RIVER.  TURN NE ALONG COUNTY ROAD 2.3 MILES TO TOP OF
 RD1960'RIDGE, TURN NW 0.7 MILE TO HIGHEST PART OF RIDGE AND STATION.
 RD1960
 RD1960                          STATION RECOVERY (1958)
 RD1960
 RD1960'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (BPA)
 RD1960'FROM THE INTERSECTION OF U.S. HWY. 26 AND STATE HWY. 53 GO SOUTH
 RD1960'ON STATE HWY. 53 TOWARDS WHEELER 8.0 MILES, TURN LEFT ON GRAVEL
 RD1960'ROAD, THEN LEFT ABOUT 100 FEET (SIGN COLE MTN. ROAD), GO 1.4 MILES
 RD1960'TO A FORK, TAKE RIGHT FORK AND GO 1.4 MILES TO TOP OF HILL AND
 RD1960'ROAD LEFT.  TURN LEFT AND GO 0.5 MILE TO STATION.
 RD1960'
 RD1960'REFERENCE MARKS NOT FOUND.
 RD1960'
 RD1960'PIPE THAT THE STATION IS IN IS LOOSE IN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1959 ***********************************************************************
 QE1959  DESIGNATION -  COLE
 QE1959  PID         -  QE1959
 QE1959  STATE/COUNTY-  OR/MARION
 QE1959  USGS QUAD   -  SIDNEY (1986)
 QE1959
 QE1959                         *CURRENT SURVEY CONTROL
 QE1959  ___________________________________________________________________
 QE1959* NAD 83(1991)-  44 50 56.10313(N)    123 03 10.33151(W)     ADJUSTED  
 QE1959* NAVD 88     -       227.2    (meters)     745.     (feet)  VERTCON   
 QE1959  ___________________________________________________________________
 QE1959  LAPLACE CORR-          -4.98  (seconds)                    DEFLEC99
 QE1959  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 QE1959  HORZ ORDER  -  SECOND
 QE1959
 QE1959.The horizontal coordinates were established by classical geodetic methods
 QE1959.and adjusted by the National Geodetic Survey in October 1991.
 QE1959
 QE1959.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE1959.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE1959
 QE1959.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE1959
 QE1959.The geoid height was determined by GEOID03.
 QE1959
 QE1959;                    North         East     Units Scale Factor Converg.
 QE1959;SPC OR N     -   134,561.351 2,298,237.738   MT  0.99991008   -1 48 37.7
 QE1959;SPC OR N     -   441,474.25  7,540,150.06   iFT  0.99991008   -1 48 37.7
 QE1959;UTM  10      - 4,966,168.636   495,822.110   MT  0.99960021   -0 02 14.2
 QE1959
 QE1959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE1959!SPC OR N     -   0.99996795  x   0.99991008  =   0.99987803
 QE1959!UTM  10      -   0.99996795  x   0.99960021  =   0.99956817
 QE1959
 QE1959:                Primary Azimuth Mark                     Grid Az
 QE1959:SPC OR N     -  REESE                                    013 07 55.8
 QE1959:UTM  10      -  REESE                                    011 21 32.3
 QE1959
 QE1959|---------------------------------------------------------------------|
 QE1959| PID    Reference Object                     Distance      Geod. Az  |
 QE1959|                                                           dddmmss.s |
 QE1959| QE1967 REESE                               APPROX. 0.8 KM 0111918.1 |
 QE1959|---------------------------------------------------------------------|
 QE1959
 QE1959                          SUPERSEDED SURVEY CONTROL
 QE1959
 QE1959  NAD 83(1986)-  44 50 56.12712(N)    123 03 10.34828(W) AD(       ) 2
 QE1959  NAD 27      -  44 50 56.69353(N)    123 03 06.00479(W) AD(       ) 2
 QE1959  NGVD 29 (07/19/86)  226.2    (m)          742.     (f) VERT ANG    3  
 QE1959
 QE1959.Superseded values are not recommended for survey control.
 QE1959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1959.See file dsdata.txt to determine how the superseded data were derived.
 QE1959
 QE1959_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ9582266169(NAD 83)
 QE1959_MARKER: Z = SEE DESCRIPTION
 QE1959_SETTING: 0 = UNSPECIFIED SETTING
 QE1959_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE1959
 QE1959  HISTORY     - Date     Condition        Report By
 QE1959  HISTORY     - 1972     MONUMENTED       OR1810
 QE1959
 QE1959                          STATION DESCRIPTION
 QE1959
 QE1959'DESCRIBED BY CITY OF SALEM OREGON 1972 (LGH)
 QE1959'THE STATION IS ABOUT 5.8 MILES SOUTHWEST OF SALEM IN THE NE 1/4
 QE1959'OF SEC. 28, T8S R3W.
 QE1959'
 QE1959'TO REACH THE STATION FROM THE CITY OF SALEM CIVIC CENTER, GO
 QE1959'SOUTH 1.7 MILES ON COMMERCIAL STREET TO THE INTERSECTION OF
 QE1959'COMMERCIAL STREET AND LIBERTY ROAD, TURN RIGHT ON LIBERTY ROAD
 QE1959'AND GO SOUTHWESTERLY 5.0 MILES TO THE INTERSECTION OF LIBERTY
 QE1959'ROAD AND HYLO ROAD, TURN LEFT ON HYLO ROAD AND GO EAST 0.75
 QE1959'MILES TO THE INTERSECTION OF HYLO ROAD AND CHAMPION, TURN LEFT
 QE1959'ON CHAMPION AND GO NORTH TO THE INTERSECTION OF THE NORTH LINE
 QE1959'OF THE CEMETERY, TURN LEFT ONTO FARM ROAD AND GO WEST TO THE
 QE1959'STATION.
 QE1959'
 QE1959'THE STATION MARK IS A CITY OF SALEM BRASS DISK STAMPED COLE
 QE1959'1971, SET IN THE TOP OF A 12 IN CYLINDRICAL CONCRETE POST AND IS
 QE1959'ABOUT 12 IN BELOW THE GROUND SURFACE.  THE STATION IS 3.2 FEET
 QE1959'NORTH OF THE EAST-WEST FENCE, 29.4 FEET WEST FROM THE EXTENDED
 QE1959'FENCE LINE ON THE WEST SIDE OF THE FARM ROAD, AND 3 FEET NORTH OF
 QE1959'A METAL WITNESS POST.  THE UNDERGROUND MARK IS ABOUT 3.5 FEET
 QE1959'BELOW THE GROUND SURFACE.  THE UNDERGROUND MARK IS AN ALUMINUM
 QE1959'CAP ON AN IRON ROD SET IN A 6 INCH CYLINDRICAL CONCRETE POST.
 QE1959'
 QE1959'HEIGHT OF LIGHT ABOVE STATION MARK 1.59 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0737 ***********************************************************************
 PA0737  DESIGNATION -  COLE VA
 PA0737  PID         -  PA0737
 PA0737  STATE/COUNTY-  OR/HARNEY
 PA0737  USGS QUAD   -  COLEMAN MTN (1979)
 PA0737
 PA0737                         *CURRENT SURVEY CONTROL
 PA0737  ___________________________________________________________________
 PA0737* NAD 83(1991)-  43 35 56.91164(N)    118 23 11.01314(W)     ADJUSTED  
 PA0737* NAVD 88     -      1791.7    (meters)    5878.     (feet)  VERTCON   
 PA0737  ___________________________________________________________________
 PA0737  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 PA0737  GEOID HEIGHT-         -18.39  (meters)                     GEOID03
 PA0737  HORZ ORDER  -  THIRD
 PA0737
 PA0737.The horizontal coordinates were established by classical geodetic methods
 PA0737.and adjusted by the National Geodetic Survey in October 1991.
 PA0737
 PA0737.The NAVD 88 height was computed by applying the VERTCON shift value to
 PA0737.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PA0737
 PA0737.The Laplace correction was computed from DEFLEC99 derived deflections.
 PA0737
 PA0737.The geoid height was determined by GEOID03.
 PA0737
 PA0737;                    North         East     Units Scale Factor Converg.
 PA0737;SPC OR S     -   216,820.217 1,670,630.302   MT  0.99992281   +1 26 45.7
 PA0737;SPC OR S     -   711,352.42  5,481,070.54   iFT  0.99992281   +1 26 45.7
 PA0737;UTM  11      - 4,828,285.704   388,101.036   MT  0.99975402   -0 57 22.2
 PA0737
 PA0737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PA0737!SPC OR S     -   0.99972200  x   0.99992281  =   0.99964483
 PA0737!UTM  11      -   0.99972200  x   0.99975402  =   0.99947608
 PA0737
 PA0737:                Primary Azimuth Mark                     Grid Az
 PA0737:SPC OR S     -  2 122 A                                  002 14 29.2
 PA0737:UTM  11      -  2 122 A                                  004 38 37.1
 PA0737
 PA0737|---------------------------------------------------------------------|
 PA0737| PID    Reference Object                     Distance      Geod. Az  |
 PA0737|                                                           dddmmss.s |
 PA0737| PA0731 2 122 A                             APPROX. 6.5 KM 0034114.9 |
 PA0737|---------------------------------------------------------------------|
 PA0737
 PA0737                          SUPERSEDED SURVEY CONTROL
 PA0737
 PA0737  NAD 83(1986)-  43 35 56.91604(N)    118 23 11.00125(W) AD(       ) 3
 PA0737  NGVD 29 (01/12/90) 1790.5    (m)         5874.     (f) VERT ANG    3  
 PA0737
 PA0737.Superseded values are not recommended for survey control.
 PA0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0737.See file dsdata.txt to determine how the superseded data were derived.
 PA0737
 PA0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ8810128286(NAD 83)
 PA0737_MARKER: DS = TRIANGULATION STATION DISK
 PA0737_SETTING: 80 = SET IN A BOULDER
 PA0737_SP_SET: SET IN DRILL HOLE IN A BOULDER
 PA0737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0737+STABILITY: SURFACE MOTION
 PA0737
 PA0737  HISTORY     - Date     Condition        Report By
 PA0737  HISTORY     - 1973     MONUMENTED       USGS
 PA0737
 PA0737                          STATION DESCRIPTION
 PA0737
 PA0737'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 PA0737'LOCATED ABOUT 33.5 MI E. OF BURNS, 18 MI WSW. OF JUNTURA, 18 MI
 PA0737'NNW. OF VENATOR.  ON NORTH END OF VERY PROMINENT, ROCKY TOP.
 PA0737'
 PA0737'REACHED BY HELICOPTER.  BEST GROUND APPROACH APPEARS TO BE FROM
 PA0737'GRADED RD. ABOUT 3 MI S. OF STATION.  LONG PACK INVOLVED.
 PA0737'
 PA0737'STATION MARK--STANDARD ALUMINUM TABLET STAMPED---COLE VABM 1973---,
 PA0737'CEMENTED IN DRILL HOLE.
 PA0737'
 PA0737'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0899 ***********************************************************************
 OA0899  DESIGNATION -  COLEBROOKE
 OA0899  PID         -  OA0899
 OA0899  STATE/COUNTY-  OR/CURRY
 OA0899  USGS QUAD   -  BRUSHY BALD MTN (1986)
 OA0899
 OA0899                         *CURRENT SURVEY CONTROL
 OA0899  ___________________________________________________________________
 OA0899* NAD 83(1991)-  42 35 40.59478(N)    124 21 53.22977(W)     ADJUSTED  
 OA0899* NAVD 88     -       635.0    (meters)    2083.     (feet)  VERTCON   
 OA0899  ___________________________________________________________________
 OA0899  LAPLACE CORR-          13.88  (seconds)                    DEFLEC99
 OA0899  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 OA0899  HORZ ORDER  -  THIRD
 OA0899
 OA0899.The horizontal coordinates were established by classical geodetic methods
 OA0899.and adjusted by the National Geodetic Survey in October 1991.
 OA0899
 OA0899.The NAVD 88 height was computed by applying the VERTCON shift value to
 OA0899.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OA0899
 OA0899.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA0899
 OA0899.The geoid height was determined by GEOID03.
 OA0899
 OA0899;                    North         East     Units Scale Factor Converg.
 OA0899;SPC OR S     -   110,396.443 1,182,927.959   MT  0.99994445   -2 38 38.7
 OA0899;SPC OR S     -   362,193.05  3,880,997.24   iFT  0.99994445   -2 38 38.7
 OA0899;UTM  10      - 4,716,701.149   388,029.112   MT  0.99975425   -0 55 25.7
 OA0899
 OA0899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA0899!SPC OR S     -   0.99990463  x   0.99994445  =   0.99984908
 OA0899!UTM  10      -   0.99990463  x   0.99975425  =   0.99965890
 OA0899
 OA0899|---------------------------------------------------------------------|
 OA0899| PID    Reference Object                     Distance      Geod. Az  |
 OA0899|                                                           dddmmss.s |
 OA0899| CD9231 COLEBROOKE RM 1                      40.838 METERS 06852     |
 OA0899| OA0902 BRUSHY                              APPROX. 6.6 KM 1483428.4 |
 OA0899| OA0900 CEDAR POINT LONE PINE               APPROX. 4.7 KM 1715739.1 |
 OA0899|---------------------------------------------------------------------|
 OA0899
 OA0899                          SUPERSEDED SURVEY CONTROL
 OA0899
 OA0899  NAD 83(1986)-  42 35 40.57135(N)    124 21 53.25553(W) AD(       ) 3
 OA0899  NAD 27      -  42 35 41.18500(N)    124 21 48.88900(W) AD(       ) 3
 OA0899  NGVD 29 (07/19/86)  633.9    (m)         2080.     (f) VERT ANG    3  
 OA0899
 OA0899.Superseded values are not recommended for survey control.
 OA0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0899.See file dsdata.txt to determine how the superseded data were derived.
 OA0899
 OA0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN8802916701(NAD 83)
 OA0899_MARKER: Z = SEE DESCRIPTION
 OA0899_SETTING: 0 = UNSPECIFIED SETTING
 OA0899
 OA0899  HISTORY     - Date     Condition        Report By
 OA0899  HISTORY     - 1924     MONUMENTED       CGS
 OA0899  HISTORY     - 1932     SEE DESCRIPTION  CGS
 OA0899  HISTORY     - 19861117 GOOD             BLM
 OA0899
 OA0899                          STATION DESCRIPTION
 OA0899
 OA0899'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (FWH)
 OA0899'ON COLEBROOKE BUTTE, 20.5 MILES S BY ROAD FROM PORT ORFORD, 2.4
 OA0899'MILES N FROM EUCHRE CREEK.  FROM THIS POINT ON THE HIGHWAY, THE
 OA0899'STATION IS ABOUT 2 MILES E BY TRAIL.
 OA0899'
 OA0899'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN ROCK
 OA0899'BOTH FOR SURFACE AND UNDERGROUND MARKS.
 OA0899'
 OA0899'REFERENCE MARK IS A STANDARD BRONZE DISK SET IN ROCK ON THE
 OA0899'HIGHEST POINT OF BUTTE.  THE STATION IS 41 METERS SW OF TOP OF
 OA0899'HILL.
 OA0899
 OA0899                          STATION RECOVERY (1932)
 OA0899
 OA0899'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (LAM)
 OA0899'ABOUT 41 METERS SE OF THE HIGHEST POINT OF COLEBROOK BUTTE,
 OA0899'ELEVATION 2,046 FEET, A WELL-KNOWN LANDMARK ABOUT 2.5 MILES N
 OA0899'OF OPHIR POST OFFICE AND 2 MILES BY TRAIL E OF THE OREGON COAST
 OA0899'HIGHWAY.  STATION SHOULD BE SPELLED WITHOUT THE FINAL E.
 OA0899
 OA0899                          STATION RECOVERY (1986)
 OA0899
 OA0899'RECOVERY NOTE BY BUREAU OF LAND MANAGEMENT 1986 (MC)
 OA0899'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2712 ***********************************************************************
 RD2712  DESIGNATION -  COLEMAN
 RD2712  PID         -  RD2712
 RD2712  STATE/COUNTY-  OR/MARION
 RD2712  USGS QUAD   -  ST PAUL (1985)
 RD2712
 RD2712                         *CURRENT SURVEY CONTROL
 RD2712  ___________________________________________________________________
 RD2712* NAD 83(1991)-  45 13 43.17955(N)    122 52 42.79044(W)     ADJUSTED  
 RD2712* NAVD 88     -        54.     (meters)     177.     (feet)  VERTCON   
 RD2712  ___________________________________________________________________
 RD2712  LAPLACE CORR-          -2.85  (seconds)                    DEFLEC99
 RD2712  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 RD2712  HORZ ORDER  -  SECOND
 RD2712
 RD2712.The horizontal coordinates were established by classical geodetic methods
 RD2712.and adjusted by the National Geodetic Survey in October 1991.
 RD2712
 RD2712.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD2712.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD2712
 RD2712.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2712
 RD2712.The geoid height was determined by GEOID03.
 RD2712
 RD2712;                    North         East     Units Scale Factor Converg.
 RD2712;SPC OR N     -   176,320.183 2,313,252.646   MT  0.99989513   -1 41 12.6
 RD2712;SPC OR N     -   578,478.29  7,589,411.57   iFT  0.99989513   -1 41 12.6
 RD2712;UTM  10      - 5,008,359.421   509,533.740   MT  0.99960112   +0 05 10.4
 RD2712
 RD2712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2712!SPC OR N     -   0.99999513  x   0.99989513  =   0.99989026
 RD2712!UTM  10      -   0.99999513  x   0.99960112  =   0.99959625
 RD2712
 RD2712:                Primary Azimuth Mark                     Grid Az
 RD2712:SPC OR N     -  ZORN                                     017 50 53.2
 RD2712:UTM  10      -  ZORN                                     016 04 30.2
 RD2712
 RD2712|---------------------------------------------------------------------|
 RD2712| PID    Reference Object                     Distance      Geod. Az  |
 RD2712|                                                           dddmmss.s |
 RD2712| CE2877 ZORN                                               0160940.6 |
 RD2712|---------------------------------------------------------------------|
 RD2712
 RD2712                          SUPERSEDED SURVEY CONTROL
 RD2712
 RD2712  NAD 83(1986)-  45 13 43.20186(N)    122 52 42.79965(W) AD(       ) 2
 RD2712  NAD 27      -  45 13 43.77339(N)    122 52 38.44962(W) AD(       ) 2
 RD2712  NGVD 29 (07/19/86)   53.     (m)          174.     (f) VERT ANG    3  
 RD2712
 RD2712.Superseded values are not recommended for survey control.
 RD2712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2712.See file dsdata.txt to determine how the superseded data were derived.
 RD2712
 RD2712_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER0953408359(NAD 83)
 RD2712_MARKER: Z = SEE DESCRIPTION
 RD2712_SETTING: 0 = UNSPECIFIED SETTING
 RD2712
 RD2712  HISTORY     - Date     Condition        Report By
 RD2712  HISTORY     - 1972     MONUMENTED       OR-047
 RD2712
 RD2712                          STATION DESCRIPTION
 RD2712
 RD2712'DESCRIBED BY MARION COUNTY OREGON 1972 (ADG)
 RD2712'THE STATION IS LOCATED ABOUT 1.8 MILE WEST OF THE CITY OF
 RD2712'DONALD AND SITUATED IN THE N.W. 1/2 OF THE N.E. 1/4 OF SECTION
 RD2712'13, TOWNSHIP 4 SOUTH, RANGE 2 WEST, WILLAMETTE MERIDIAN, MARION
 RD2712'COUNTY, OREGON.
 RD2712'
 RD2712'TO REACH THE STATION FROM THE RAILROAD TRACKS IN THE CITY OF
 RD2712'DONALD, GO WEST ON MARKET ROADS 61 AND 96 FOR A DISTANCE OF 1.8
 RD2712'MILES TO THE INTERSECTION WITH COUNTY ROAD NO. 415 TO THE SOUTH
 RD2712'AND MARKET ROAD NO. 12 TO THE NORTH.  POINT IS IN THE MIDDLE
 RD2712'OF THE INTERSECTION AND FLUSH WITH THE PAVEMENT.  POINT IS KNOWN
 RD2712'LOCALLY AS YERGENS CORNER.
 RD2712'
 RD2712'THE STATION MARK IS A MARION COUNTY BRASS DISK STAMPED MARION
 RD2712'COUNTY.  T4S, R2W.  M.R. 61.  M.R. 12.  C.R.  415.  C.R. 405 SET
 RD2712'IN THE TOP OF AN 8 INCH CYLINDRICAL CONCRETE POST AND 7 INCHES
 RD2712'BELOW THE SURFACE OF THE PAVEMENT.  A MARION COUNTY CAST IRON BOX
 RD2712'ENCASES THE TOP OF THE CONCRETE POST AND HAS A METAL COVER
 RD2712'EMBOSSED WITH THE WORDS MARION COUNTY MONUMENT.  THERE IS NO
 RD2712'UNDERGROUND STATION MARK FOR THIS STATION.
 RD2712'
 RD2712'AZIMUTH MARK IS STATION ZORN WHICH IS 0.7 MILE NORTH OF STATION
 RD2712'COLEMAN AND IS THE POINT OF INTERSECTION (P.I) OF SAID MARKET
 RD2712'ROAD NO. 12.  A FENCE LINE GOES SOUTHEASTERLY FROM THE
 RD2712'STATION.  POINT IS ON THE SOUTH LINE OF A ROADWAY THAT GOES
 RD2712'WESTERLY INTO CHAMPOEG CEMETERY.  POINT IS NEAR WEST EDGE OF
 RD2712'PAVEMENT.  THE AZIMUTH MARK IS A MARION COUNTY BRASS DISK
 RD2712'STAMPED MARION COUNTY.  T4S, R2W.  M.R. 12.  P.I. 35+66.7, SET
 RD2712'IN THE TOP OF AN 8 INCH CYLINDRICAL CONCRETE POST AND 7 INCHES
 RD2712'BELOW THE SURFACE OF THE PAVEMENT.  A MARION COUNTY CAST
 RD2712'IRON BOX ENCASES THE TOP OF THE CONCRETE POST AND HAS A METAL
 RD2712'COVER EMBOSSED WITH THE WORDS MARION COUNTY MONUMENT.  THERE IS
 RD2712'NO UNDERGROUND STATION MARK FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0810 ***********************************************************************
 NY0810  DESIGNATION -  COLEMAN PT
 NY0810  PID         -  NY0810
 NY0810  STATE/COUNTY-  OR/LAKE
 NY0810  USGS QUAD   -  COLEMAN POINT (1980)
 NY0810
 NY0810                         *CURRENT SURVEY CONTROL
 NY0810  ___________________________________________________________________
 NY0810* NAD 83(1991)-  42 26 51.99477(N)    120 43 01.84318(W)     ADJUSTED  
 NY0810* NAVD 88     -      2100.3    (meters)    6891.     (feet)  VERTCON   
 NY0810  ___________________________________________________________________
 NY0810  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 NY0810  GEOID HEIGHT-         -20.77  (meters)                     GEOID03
 NY0810  HORZ ORDER  -  THIRD
 NY0810
 NY0810.The horizontal coordinates were established by classical geodetic methods
 NY0810.and adjusted by the National Geodetic Survey in October 1991.
 NY0810
 NY0810.The NAVD 88 height was computed by applying the VERTCON shift value to
 NY0810.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NY0810
 NY0810.The Laplace correction was computed from DEFLEC99 derived deflections.
 NY0810
 NY0810.The geoid height was determined by GEOID03.
 NY0810
 NY0810;                    North         East     Units Scale Factor Converg.
 NY0810;SPC OR S     -    86,792.129 1,482,133.780   MT  0.99997315   -0 08 54.9
 NY0810;SPC OR S     -   284,751.08  4,862,643.64   iFT  0.99997315   -0 08 54.9
 NY0810;UTM  10      - 4,702,019.066   687,731.118   MT  1.00003363   +1 32 28.2
 NY0810
 NY0810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NY0810!SPC OR S     -   0.99967397  x   0.99997315  =   0.99964713
 NY0810!UTM  10      -   0.99967397  x   1.00003363  =   0.99970759
 NY0810
 NY0810|---------------------------------------------------------------------|
 NY0810| PID    Reference Object                     Distance      Geod. Az  |
 NY0810|                                                           dddmmss.s |
 NY0810| CD6249 COLEMAN PT RM 1                       6.155 METERS 08104     |
 NY0810| NY0807 COUGAR PEAK LOOKOUT HOUSE           APPROX.17.2 KM 1552342.0 |
 NY0810| CD6250 COLEMAN PT RM 2                       4.095 METERS 18220     |
 NY0810|---------------------------------------------------------------------|
 NY0810
 NY0810                          SUPERSEDED SURVEY CONTROL
 NY0810
 NY0810  NAD 83(1986)-  42 26 51.99951(N)    120 43 01.84484(W) AD(       ) 3
 NY0810  NAD 27      -  42 26 52.44300(N)    120 42 57.94500(W) AD(       ) 3
 NY0810  NGVD 29 (07/19/86) 2099.0    (m)         6886.     (f) VERT ANG    3  
 NY0810
 NY0810.Superseded values are not recommended for survey control.
 NY0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0810.See file dsdata.txt to determine how the superseded data were derived.
 NY0810
 NY0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFN8773102019(NAD 83)
 NY0810_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NY0810_SETTING: 80 = SET IN A BOULDER
 NY0810_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 NY0810
 NY0810  HISTORY     - Date     Condition        Report By
 NY0810  HISTORY     - 1948     MONUMENTED       CGS
 NY0810  HISTORY     - 1971     SEE DESCRIPTION  NGS
 NY0810
 NY0810                          STATION DESCRIPTION
 NY0810
 NY0810'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MTP)
 NY0810'THE STATION SITE IS LOCATED ON COLEMAN POINT, THE SAME AS
 NY0810'U.S. FOREST SERVICE COLEMAN POINT LOOKOUT CABIN, ABOUT 17 MILES
 NY0810'EAST-NORTHEAST FROM BLY, 20 MILES NORTHWEST FROM LAKEVIEW AND 3-1/2
 NY0810'MILES EAST FROM FINLEY CORRALS GUARD STATION.  ON A PROMINENT
 NY0810'TIMBERED SUMMIT (RIM) WHICH DROPS OFF SHARPLY TO THE NORTHEAST.
 NY0810'
 NY0810'THE STATION MARK IS SET FLUSH IN THE TOP OF A 2 FOOT, IN DIAMETER,
 NY0810'BOULDER PROJECTING 6 INCHES ABOVE THE SURFACE OF THE GROUND.  IT
 NY0810'IS LOCATED AT THE END OF THE ROAD TO THE LOOKOUT CABIN, 37.4
 NY0810'FEET WEST OF THE CENTER OF THE COLEMAN POINT LOOKOUT CABIN, 8
 NY0810'FEET NORTHWEST OF THE PATHWAY LEADING TO THE LOOKOUT CABIN, 6
 NY0810'FEET SOUTHWEST OF A SMALL TRIANGLE BLAZE ON A 3 INCH, TRIMMED,
 NY0810'PINE TREE.  IT IS STAMPED COLEMAN PT 1948.
 NY0810'
 NY0810'REFERENCE MARK NO.1 IS EAST OF THE STATION AND SET FLUSH IN THE
 NY0810'TOP OF A 2X3 FOOT BOULDER PROJECTING 8 INCHES ABOVE THE SURFACE
 NY0810'OF THE GROUND.  IT IS 18 FEET WEST OF THE CENTER OF THE LOOKOUT
 NY0810'CABIN, 16 FEET EAST OF THE TRIANGLE BLAZE ON A 3 INCH PINE TREE,
 NY0810'AND 6 FEET NORTH OF THE PATHWAY LEADING TO THE LOOKOUT CABIN.  IT
 NY0810'IS STAMPED COLEMAN PT NO 1 1948.
 NY0810'
 NY0810'REFERENCE MARK NO.2 IS SOUTH OF THE STATION AND SET FLUSH IN THE
 NY0810'TOP OF A 1X2 FOOT BOULDER PROJECTING 3 INCHES ABOVE THE SURFACE
 NY0810'OF THE GROUND.  IT IS 39 FEET SOUTHWEST OF THE CENTER OF THE
 NY0810'LOOKOUT CABIN, 18 FEET SOUTH OF THE TRIANGLE BLAZE ON THE 3 INCH
 NY0810'PINE TREE, AND 3 FEET SOUTH OF THE PATHWAY LEADING TO THE LOOKOUT
 NY0810'CABIN.  IT IS STAMPED COLEMAN NO 2 PT 1948.
 NY0810'
 NY0810'SINCE NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION THE APEX
 NY0810'OF THE ROOF OF COUGAR LOOKOUT CABIN WAS USED.  IT IS SOUTHEAST OF
 NY0810'THE STATION AND IS A 10X12 FOOT CABIN APPROXIMATELY 15 FEET HIGH
 NY0810'AND LOCATED ON THE HIGHEST POINT OF COUGAR PEAK, WHICH IS 18 MILES
 NY0810'NORTHWEST OF LAKEVIEW.
 NY0810'
 NY0810'TO REACH THE STATION FROM BLY, GO EAST ON STATE HIGHWAY 66 FOR
 NY0810'1.4 MILES, TURN LEFT AS PER SIGN DAIRY CREEK FOR 1.8 MILES, TAKE
 NY0810'ROAD EASTERLY AS PER SIGNS--DAIRY CREEK-FINLEY CORRALS, FOR ABOUT
 NY0810'13 MILES TO FINLEY CORRALS GUARD STATION.  AT FINLEY CORRALS
 NY0810'GUARD STATION TAKE ROAD SOUTHEAST AS PER SIGN--DREWS CREEK
 NY0810'11--COLEMAN POINT LOOKOUT 6, FOR 2.1 MILE TO MILEPOST 2.  TAKE
 NY0810'LEFT FORK AS PER SIGN COLEMAN POINT LOOKOUT 3 AND FOLLOW THE
 NY0810'LOOKOUT ROAD 3.1 MILES TO COLEMAN POINT LOOKOUT CABIN AND THE
 NY0810'STATION SITE.
 NY0810
 NY0810                          STATION RECOVERY (1971)
 NY0810
 NY0810'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 NY0810'THE STATION MARK, AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 NY0810'CONDITION AS DESCRIBED.  A DIFFERENCE WAS FOUND IN THE HORIZONTAL
 NY0810'ANGLE BETWEEN THE REFERENCE MARKS.  ROADS HAVE CHANGED.  A NEW
 NY0810'TO REACH FOLLOWS.
 NY0810'
 NY0810'TO REACH THE STATION FROM THE LAKEVIEW POST OFFICE, GO NORTH ON
 NY0810'G STREET FOR 0.3 MILE TO THE JUNCTION OF STATE HIGHWAY 140, AND
 NY0810'U.S. HIGHWAY 395, TURN LEFT, AND GO WEST ON STATE HIGHWAY 140
 NY0810'FOR 3.5 MILES TO A CROSSROAD, THE GOLF COURSE IS IN THE SOUTHWEST
 NY0810'ANGLE OF THE CROSSROADS, TURN RIGHT, AND GO NORTH, WEST, AND
 NY0810'NORTH ON THE MAIN TRAVELED ROAD FOR 5.5 MILES TO FOREST SERVICE
 NY0810'ROAD 2913 ON THE LEFT, TURN LEFT, AND GO NORTHWEST ON FOREST
 NY0810'SERVICE ROAD 2913 FOR 22.4 MILES TO DAIRY POINT, AND THE JUNCTION
 NY0810'WITH FOREST SERVICE ROAD 330, CONTINUE NORTHWEST ON FOREST
 NY0810'SERVICE ROAD 2913 FOR 5.6 MILES TO A FORK, TAKE THE LEFT FORK,
 NY0810'FOREST SERVICE ROAD 3610, AND GO WEST, AND SOUTHWEST ON FOREST
 NY0810'SERVICE ROAD 3610 FOR 4.3 MILES TO A REVERSE Y, AND SIGN, QUARTZ
 NY0810'MTN. 17, TURN SHARP LEFT AS PER SIGN, AND GO SOUTHEAST ON FOREST
 NY0810'SERVICE ROAD 366 FOR 1.9 MILES TO FOREST SERVICE ROAD 365 ON THE
 NY0810'LEFT, AND SIGN COLEMAN POINT 3, TURN LEFT, AND GO NORTHEAST ON
 NY0810'FOREST SERVICE ROAD 365 FOR 3.5 MILES TO THE SITE OF THE
 NY0810'FORMER LOOKOUT TOWER, AND THE STATION AT THE END OF THE
 NY0810'ROAD.
 NY0810'
 NY0810'NOTE--THE LAST 3.5 MILES IS PASSABLE IN DRY WEATHER ONLY BY
 NY0810'2-WHEEL DRIVE VEHICLE.
 NY0810'
 NY0810'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NY0810'23 MILES WEST-SOUTHWEST OF VALLEY FALLS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0628 ***********************************************************************
 QE0628  DESIGNATION -  COLLEGE
 QE0628  PID         -  QE0628
 QE0628  STATE/COUNTY-  OR/BENTON
 QE0628  USGS QUAD   -  CORVALLIS (1986)
 QE0628
 QE0628                         *CURRENT SURVEY CONTROL
 QE0628  ___________________________________________________________________
 QE0628* NAD 83(1991)-  44 33 47.85928(N)    123 16 47.17068(W)     ADJUSTED  
 QE0628* NAVD 88     -        73.231  (meters)     240.26   (feet)  ADJUSTED  
 QE0628  ___________________________________________________________________
 QE0628  LAPLACE CORR-          -5.92  (seconds)                    DEFLEC99
 QE0628  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 QE0628  DYNAMIC HT  -          73.227 (meters)     240.25  (feet)  COMP
 QE0628  MODELED GRAV-     980,558.4   (mgal)                       NAVD 88
 QE0628
 QE0628  HORZ ORDER  -  SECOND
 QE0628  VERT ORDER  -  FIRST     CLASS II
 QE0628
 QE0628.The horizontal coordinates were established by classical geodetic methods
 QE0628.and adjusted by the National Geodetic Survey in October 1991.
 QE0628
 QE0628.The orthometric height was determined by differential leveling
 QE0628.and adjusted in June 1991.
 QE0628.WARNING-Repeat measurements at this control monument indicate possible
 QE0628.vertical movement.
 QE0628
 QE0628.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE0628
 QE0628.The geoid height was determined by GEOID03.
 QE0628
 QE0628.The dynamic height is computed by dividing the NAVD 88
 QE0628.geopotential number by the normal gravity value computed on the
 QE0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0628.degrees latitude (g = 980.6199 gals.).
 QE0628
 QE0628.The modeled gravity was interpolated from observed gravity values.
 QE0628
 QE0628;                    North         East     Units Scale Factor Converg.
 QE0628;SPC OR N     -   103,434.055 2,279,220.052   MT  0.99995002   -1 58 16.9
 QE0628;SPC OR N     -   339,350.57  7,477,756.08   iFT  0.99995002   -1 58 16.9
 QE0628;UTM  10      - 4,934,477.850   477,783.018   MT  0.99960607   -0 11 46.7
 QE0628
 QE0628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE0628!SPC OR N     -   0.99999207  x   0.99995002  =   0.99994209
 QE0628!UTM  10      -   0.99999207  x   0.99960607  =   0.99959814
 QE0628
 QE0628|---------------------------------------------------------------------|
 QE0628| PID    Reference Object                     Distance      Geod. Az  |
 QE0628|                                                           dddmmss.s |
 QE0628| QE0629 COLLEGE RM 1                         24.335 METERS 03143     |
 QE0628| QE0630 COLLEGE RM 2                         14.722 METERS 15912     |
 QE0628| QE0633 V 54                                               2662342.4 |
 QE0628|---------------------------------------------------------------------|
 QE0628
 QE0628                          SUPERSEDED SURVEY CONTROL
 QE0628
 QE0628  NAD 83(1986)-  44 33 47.88431(N)    123 16 47.19586(W) AD(       ) 2
 QE0628  NAD 27      -  44 33 48.44759(N)    123 16 42.83867(W) AD(       ) 2
 QE0628  NGVD 29 (??/??/92)   72.224  (m)          236.95   (f) ADJ UNCH    1 2
 QE0628
 QE0628.Superseded values are not recommended for survey control.
 QE0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0628.See file dsdata.txt to determine how the superseded data were derived.
 QE0628
 QE0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ7778334478(NAD 83)
 QE0628_MARKER: DS = TRIANGULATION STATION DISK
 QE0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0628_SP_SET: CONCRETE POST
 QE0628_STAMPING: COLLEGE 1940
 QE0628_MARK LOGO: CGS   
 QE0628_PROJECTION: FLUSH
 QE0628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0628+STABILITY: SURFACE MOTION
 QE0628
 QE0628  HISTORY     - Date     Condition        Report By
 QE0628  HISTORY     - 1940     MONUMENTED       CGS
 QE0628  HISTORY     - 1961     SEE DESCRIPTION  CGS
 QE0628  HISTORY     - 1961     GOOD             NGS
 QE0628  HISTORY     - 1968     SEE DESCRIPTION  CGS
 QE0628  HISTORY     - 1979     GOOD             NGS
 QE0628  HISTORY     - 1979     GOOD             NGS
 QE0628  HISTORY     - 1987     GOOD             NGS
 QE0628
 QE0628                          STATION DESCRIPTION
 QE0628
 QE0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 QE0628'STATION IS WEST OF BROOKS AVENUE ON THE OREGON STATE COLLEGE
 QE0628'GROUNDS IN THE WEST PART OF CORVALLIS, 70.7 FEET WEST OF THE
 QE0628'NORTHWEST CORNER OF THE FOOTBALL STADIUM, 12.7 FEET WEST OF THE
 QE0628'WEST EDGE OF SIDEWALK, APPROXIMATELY 50 PACES SOUTHEAST OF
 QE0628'MENS DORMITORY, A STANDARD DISK FLUSH WITH GROUND, AND STAMPED
 QE0628'COLLEGE 1940.  NOTES 1B AND 7A.
 QE0628'
 QE0628'REFERENCE MARK NO.1 IS A STANDARD DISK, 77 FEET NORTH OF THE
 QE0628'NORTHWEST CORNER OF THE FOOTBALL STADIUM, 11.5 FEET SOUTH OF FIRE
 QE0628'HYDRANT, 18 FEET EAST OF CENTERLINE OF PAVED STREET, FLUSH WITH
 QE0628'GROUND, ABOUT LEVEL WITH STATION MARK, AND STAMPED COLLEGE NO 1
 QE0628'1940.  NOTE 11B.
 QE0628'
 QE0628'REFERENCE MARK NO.2 IS A STANDARD DISK, 58.5 FEET WEST-SOUTHWEST
 QE0628'OF THE NORTHWEST CORNER OF FOOTBALL STADIUM, 8 INCHES WEST OF THE
 QE0628'WEST EDGE OF SIDEWALK AND 4 INCHES BELOW, ON THE EAST EDGE OF
 QE0628'CINDER TRACK, ABOUT 1 FOOT LOWER THAN STATION MARK, FLUSH WITH
 QE0628'GROUND, AND STAMPED COLLEGE NO 2 1940.  NOTE 11B.
 QE0628'
 QE0628'AZIMUTH MARK IS A STANDARD U.S. COAST AND GEODETIC SURVEY
 QE0628'BENCH MARK, STAMPED V 54, 1930.  IT LIES ABOUT 0.2 MILE WEST OF
 QE0628'STATION IN THE FIRST STEP OF THE 3-STORY RED-BRICK POULTRY
 QE0628'BUILDING.  IT IS ABOUT LEVEL WITH STATION MARK.
 QE0628'
 QE0628'TO REACH THE STATION FROM THE GAZETTE TIMES BUILDING (ONE BLOCK
 QE0628'WEST OF POST OFFICE) AT JEFFERSON AND THIRD STREETS (U.S. HIGHWAY
 QE0628'99W) IN CORVALLIS, FOLLOW JEFFERSON STREET 0.9 MILE WEST TO
 QE0628'BROOKS AVENUE, TURN SOUTH (LEFT) AND GO 0.1 MILE TO STATION ON
 QE0628'RIGHT.
 QE0628
 QE0628                          STATION RECOVERY (1961)
 QE0628
 QE0628'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (FN)
 QE0628'STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED AND
 QE0628'FOUND IN GOOD CONDITION.
 QE0628'
 QE0628'LOCATED ON THE CAMPUS OF THE OREGON STATE COLLEGE IN THE WEST
 QE0628'PART OF CORVALLIS.  STATION MARK IS ON THE WEST SIDE OF COLLEGE
 QE0628'DRIVE, 150 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF JAMES
 QE0628'K. WEATHFORD HALL, 42 FEET WEST OF THE CENTER OF COLLEGE DRIVE,
 QE0628'59 FEET SOUTH SOUTHWEST OF LAMP POST NO. 50, 89 FEET SOUTH
 QE0628'SOUTHWEST OF THE CENTER OF A T STREET GOING WEST FROM COLLEGE
 QE0628'DRIVE, AND 12.5 FEET WEST OF THE WEST EDGE OF THE SIDEWALK THAT
 QE0628'IS ON THE WEST SIDE OF COLLEGE DRIVE.  THE TOP OF THE STATION
 QE0628'MARK IS ABOUT 2 INCHES LOWER THAN THE SURFACE OF THE LAWN BUT IS
 QE0628'UNCOVERED.
 QE0628
 QE0628                          STATION RECOVERY (1961)
 QE0628
 QE0628'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 QE0628'IN CORVALLIS.
 QE0628'ON THE CAMPUS OF THE OREGON STATE COLLEGE, IN THE SOUTH PART OF THE
 QE0628'COLLEGE, 150 FEET SOUTH SOUTHEAST OF THE SOUTHEAST CORNER OF THE JAMES
 QE0628'K. WEATHERFORD HALL, 42 FEET WEST OF THE CENTER OF COLLEGE DRIVE, 89
 QE0628'FEET SOUTH OF A T STREET GOING FROM COLLEGE DRIVE, 12.5 FEET WEST OF
 QE0628'THE WEST EDGE OF THE SIDEWALK THAT IS ON THE WEST SIDE OF COLLEGE
 QE0628'DRIVE, 59 FEET SOUTH SOUTHWEST OF STREET LAMP POST NO. 50. THE DISK IS
 QE0628'SET IN TOP OF A LARGE CONCRETE POST.
 QE0628
 QE0628                          STATION RECOVERY (1968)
 QE0628
 QE0628'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (NET)
 QE0628'THE STATION MARK, STAMPED COLLEGE 1940, REFERENCE MARK NO. 1,
 QE0628'STAMPED COLLEGE NO 1 1940, REFERENCE MARK NO. 2, STAMPED COLLEGE
 QE0628'NO 2 1940 AND THE AZIMUTH MARK, STAMPED V 54 1930 WERE RECOVERED
 QE0628'AS DESCRIBED EXCEPT THAT REFERENCE MARK NO. 1 IS NOW IN A WELL IN
 QE0628'THE SIDEWALK.
 QE0628
 QE0628                          STATION RECOVERY (1979)
 QE0628
 QE0628'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 QE0628'THE STATION, REFERENCE MARK 1, REFERENCE MARK 2 AND THE AZIMUTH MARK
 QE0628'WERE RECOVERED IN GOOD CONDITION
 QE0628'
 QE0628'THE STATION IS LOCATED IN CORVALLIS, ON THE GROUND OF OREGON STATE
 QE0628'UNIVERSITY.  IT IS A STANDARD DISK STAMPED---COLLEGE 1940---SET IN A
 QE0628'SQUARE CONCRETE MONUMENT TWO INCHES BELOW THE SURFACE OF THE
 QE0628'GROUND.  IT IS ON THE WEST SIDE OF COLLEGE DRIVE, 150 FEET SOUTHEAST
 QE0628'OF THE SOUTHEAST CORNER OF JAMES K WEATHERFORD HALL, 42 FEET WEST OF
 QE0628'THE CENTER OF COLLEGE DRIVE, 59 FEET SOUTH-SOUTHWEST OF A LAMP POST,
 QE0628'89 FEET SOUTH-SOUTHWEST OF THE CENTER OF A T STREET GOING WEST FROM
 QE0628'COLLEGE DRIVE, 12.5 FEET WEST OF THE SIDEWALK AND 6.0 FEET WEST OF A
 QE0628'10 INCH IN DIAMETER TREE.  IT IS TWO INCHES BELOW THE SURFACE OF THE
 QE0628'GROUND.
 QE0628'
 QE0628'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---COLLEGE NO 1
 QE0628'1940---SET IN CONCRETE 6 INCHES BELOW THE SIDEWALK IN A METAL
 QE0628'WELL.  IT IS 18.5 FEET SOUTHWEST OF A FIRE HYDRANT.
 QE0628'
 QE0628'REFERENCE MARK 2 IS A STANDARD DISK STAMPED---COLLEGE NO 2
 QE0628'1940---SET IN CONCRETE 5 INCHES BELOW THE SURFACE OF THE GROUND, 0.6
 QE0628'FEET WEST OF THE WEST EDGE OF THE SIDEWALK.
 QE0628'
 QE0628'THE AZIMUTH MARK IS A USC AND GS BENCH MARK DISK STAMPED---V54
 QE0628'1930---SET IN THE FIRST CONCRETE STEP OF THE 3 STORY BRICK BUILDING
 QE0628'ABOUT 0.2 MILE WEST OF THE STATION.  IT IS THE POULTRY BUILDING.
 QE0628
 QE0628                          STATION RECOVERY (1979)
 QE0628
 QE0628'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 QE0628'THE MARK IS LOCATED IN CORUALLIS, ON THE CAMPUS OF OR STATE UNIVER-
 QE0628'SITY, 150 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF JAMES K.
 QE0628'WEATHERFORD HALL, 89 FEET SOUTH-SOUTHWEST OF THE CENTER OF A 'T'
 QE0628'STREET GOING WEST FROM COLLEGE DRIVE, 42 FEET WEST OF THE CENTER OF
 QE0628'COLLEGE DRIVE 59 FEET SOUTH-SOUTHWEST OF A LAMP POLE, 12.5 FEET WEST
 QE0628'OF THE WEST EDGE OF THE SIDEWALK THAT IS ON THE WEST SIDE OF COLLEGE
 QE0628'DRIVE, 6.0 FEET WEST OF AN 8 INCH IN DIAMETER TREE. 24.34 METERS
 QE0628'SOUTH-SOUTHWEST OF RM 2 AND 14.72 METERS NORTH-NORTHEAST OF RM 2.
 QE0628
 QE0628                          STATION RECOVERY (1987)
 QE0628
 QE0628'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE0628'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  IN CORVALLIS,
 QE0628'AT THE INTERSECTION OF NORTHWEST 26TH STREET AND ADAMS AVENUE, ON THE
 QE0628'CAMPUS OF OREGON STATE UNIVERSITY, 25.9 M (85.0 FT) SOUTH OF THE
 QE0628'CENTERLINE OF THE AVENUE, 17.8 M (58.4 FT) SOUTH-SOUTHWEST OF LIGHT
 QE0628'POLE NUMBER 50, 11.9 M (39.0 FT) WEST OF THE CENTERLINE OF THE
 QE0628'STREET, 9.3 M (30.5 FT) EAST OF THE CENTER OF A TRACK IN COLEMAN
 QE0628'FIELD, AND 3.9 M (12.8 FT) WEST OF THE WEST EDGE OF THE WEST SIDEWALK
 QE0628'OF THE STREET.
 QE0628'THE MARK IS ABOVE LEVEL WITH THE STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0198 ***********************************************************************
 RB0198  DESIGNATION -  COLLEGE
 RB0198  PID         -  RB0198
 RB0198  STATE/COUNTY-  OR/UNION
 RB0198  USGS QUAD   -  LA GRANDE (1994)
 RB0198
 RB0198                         *CURRENT SURVEY CONTROL
 RB0198  ___________________________________________________________________
 RB0198* NAD 83(1991)-  45 19 15.63102(N)    118 05 21.33971(W)     ADJUSTED  
 RB0198* NAVD 88     -       860.090  (meters)    2821.81   (feet)  ADJUSTED  
 RB0198  ___________________________________________________________________
 RB0198  LAPLACE CORR-          -3.87  (seconds)                    DEFLEC99
 RB0198  GEOID HEIGHT-         -17.77  (meters)                     GEOID03
 RB0198  DYNAMIC HT  -         859.892 (meters)    2821.16  (feet)  COMP
 RB0198  MODELED GRAV-     980,358.0   (mgal)                       NAVD 88
 RB0198
 RB0198  HORZ ORDER  -  FIRST
 RB0198  VERT ORDER  -  FIRST     CLASS II
 RB0198
 RB0198.The horizontal coordinates were established by classical geodetic methods
 RB0198.and adjusted by the National Geodetic Survey in October 1991.
 RB0198
 RB0198.The orthometric height was determined by differential leveling
 RB0198.and adjusted in June 1991.
 RB0198
 RB0198.The Laplace correction was computed from DEFLEC99 derived deflections.
 RB0198
 RB0198.The geoid height was determined by GEOID03.
 RB0198
 RB0198.The dynamic height is computed by dividing the NAVD 88
 RB0198.geopotential number by the normal gravity value computed on the
 RB0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0198.degrees latitude (g = 980.6199 gals.).
 RB0198
 RB0198.The modeled gravity was interpolated from observed gravity values.
 RB0198
 RB0198;                    North         East     Units Scale Factor Converg.
 RB0198;SPC OR N     -   186,652.705 2,688,967.464   MT  0.99989811   +1 42 34.8
 RB0198;SPC OR N     -   612,377.64  8,822,071.73   iFT  0.99989811   +1 42 34.8
 RB0198;UTM  11      - 5,019,188.445   414,630.348   MT  0.99968961   -0 46 28.5
 RB0198
 RB0198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RB0198!SPC OR N     -   0.99986796  x   0.99989811  =   0.99976608
 RB0198!UTM  11      -   0.99986796  x   0.99968961  =   0.99955761
 RB0198
 RB0198:                Primary Azimuth Mark                     Grid Az
 RB0198:SPC OR N     -  VALLEY                                   006 51 02.2
 RB0198:UTM  11      -  VALLEY                                   009 20 05.5
 RB0198
 RB0198|---------------------------------------------------------------------|
 RB0198| PID    Reference Object                     Distance      Geod. Az  |
 RB0198|                                                           dddmmss.s |
 RB0198| RB1322 VALLEY                              APPROX. 6.7 KM 0083337.0 |
 RB0198| RB1324 LA GRANDE MT EMILY LUMBER STK       APPROX. 1.4 KM 0323532.7 |
 RB0198| RB1326 LA GRANDE HWY PATROL RAD TOWER      APPROX. 0.6 KM 0854319.9 |
 RB0198| RB0134 D 407                                 6.308 METERS 10103     |
 RB0198| CF4688 COLLEGE AZ MK                                      1521813.9 |
 RB0198| CF4689 COLLEGE RM 1                         56.773 METERS 17318     |
 RB0198| CF4690 COLLEGE RM 2                         75.170 METERS 26942     |
 RB0198|---------------------------------------------------------------------|
 RB0198
 RB0198                          SUPERSEDED SURVEY CONTROL
 RB0198
 RB0198  NAD 83(1986)-  45 19 15.63106(N)    118 05 21.32877(W) AD(       ) 1
 RB0198  NAD 27      -  45 19 16.14734(N)    118 05 17.53355(W) AD(       ) 1
 RB0198  NGVD 29 (??/??/92)  859.012  (m)         2818.28   (f) ADJ UNCH    1 2
 RB0198
 RB0198.Superseded values are not recommended for survey control.
 RB0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0198.See file dsdata.txt to determine how the superseded data were derived.
 RB0198
 RB0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML1463019188(NAD 83)
 RB0198_MARKER: DR = REFERENCE MARK DISK
 RB0198_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RB0198_SP_SET: MONUMENT
 RB0198_STAMPING: COLLEGE 1946
 RB0198_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RB0198
 RB0198  HISTORY     - Date     Condition        Report By
 RB0198  HISTORY     - 1946     MONUMENTED       CGS
 RB0198  HISTORY     - 1962     SEE DESCRIPTION  CGS
 RB0198  HISTORY     - 1972     SEE DESCRIPTION  NGS
 RB0198  HISTORY     - 1972     GOOD             NGS
 RB0198
 RB0198                          STATION DESCRIPTION
 RB0198
 RB0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JTJ)
 RB0198'THE STATION IS LOCATED ON THE CAMPUS OF THE EASTERN OREGON COLLEGE
 RB0198'OF EDUCATION IN LA GRANDE.  ON THE EAST EDGE OF THE LAWN BETWEEN
 RB0198'THE MAIN BUILDING AND THE DORMITORY, ABOUT 125 FEET EAST OF A
 RB0198'PARKING AREA, 6 FEET SOUTHEAST OF CORNER OF A HEDGE.
 RB0198'
 RB0198'THE MARK IS A STANDARD BRONZE DISK SET IN CONCRETE 14 INCHES
 RB0198'BELOW THE GROUND SURFACE.  STAMPED COLLEGE 1946.
 RB0198'
 RB0198'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 82 AND U.S. HIGHWAY
 RB0198'30 IN LA GRANDE GO WEST ON SPRUCE AVENUE AND THENCE ON NORTH
 RB0198'AVENUE FOR 0.2 MILE TO EIGHTH STREET.  TURN LEFT ON EIGHTH STREET
 RB0198'AND CONTINUE SOUTH ON EIGHTH STREET FOR 0.3 MILE TO ENTRANCE OF
 RB0198'COLLEGE GROUNDS.  TURN LEFT ONTO COLLEGE GROUNDS AND CONTINUE
 RB0198'FOR ABOUT 0.1 MILE TO PARKING AREA AND STATION ABOUT 125 FEET
 RB0198'EAST AT EDGE OF LAWN.
 RB0198'
 RB0198'REFERENCE MARK NO 1 IS A STANDARD BRONZE REFERENCE DISK SET IN
 RB0198'THE FIRST STEP OF THE EAST ENTRANCE TO THE DORMITORY.  STAMPED
 RB0198'COLLEGE NO 1 1946.
 RB0198'
 RB0198'REFERENCE MARK NO 2 IS A STANDARD BRONZE REFERENCE DISK SET
 RB0198'IN THE WEST END OF THE SOUTH CONCRETE WALK LEADING TO THE MAIN
 RB0198'BUILDING.  STAMPED COLLEGE NO 2 1946.
 RB0198'
 RB0198'THE AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN A SQUARE BLOCK
 RB0198'OF CONCRETE PROJECTING ABOUT 6 INCHES, 2 FEET EAST OF THE SOUTH
 RB0198'GATE OF THE CEMETARY.  ABOUT 0.3 MILE SOUTH SOUTHEAST OF THE
 RB0198'STATION.  STAMPED COLLEGE 1946.
 RB0198'
 RB0198'BENCH MARK D 407 IS A STANDARD BRONZE UNITED STATES COAST AND
 RB0198'GEODETIC SURVEY BENCH MARK SET IN A CIRCULAR POST OF CONCRETE
 RB0198'FLUSH WITH THE GROUND SURFACE, 0.796 METERS LOWER THAN THE
 RB0198'STATION.  STAMPED D 407 1945.
 RB0198
 RB0198                          STATION RECOVERY (1962)
 RB0198
 RB0198'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (FN)
 RB0198'STATION MARK AND REFERENCE MARKS WERE RECOVERED AND FOUND IN
 RB0198'GOOD CONDITION.  THE AZIMUTH MARK WAS DESTROYED BY CONSTRUCTION.
 RB0198'
 RB0198'B.M. D 407 WAS RECOVERED AND FOUND AS DESCRIBED, EXCEPT THAT IT
 RB0198'IS NOW UNDER THE SURFACE ABOUT 0.5 FOOT.
 RB0198
 RB0198                          STATION RECOVERY (1972)
 RB0198
 RB0198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 RB0198'THE STATION MARK, AND BOTH REFERENCE MARKS WERE RECOVERED IN
 RB0198'GOOD CONDITION AS DESCRIBED.  THE AZIMUTH MARK HAS BEEN
 RB0198'DESTROYED.  LOCAL OBJECTS WILL SERVE FOR AZIMUTH CONTROL.  THE
 RB0198'TO REACH IS ADEQUATE FOR RECOVERY.  THE DISTANCE TO THE REFERENCE
 RB0198'MARKS WAS NOT VERIFIED THIS DATE.
 RB0198'
 RB0198'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RB0198'AT LA GRANDE.
 RB0198
 RB0198                          STATION RECOVERY (1972)
 RB0198
 RB0198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 RB0198'IN LAGRANDE.
 RB0198'AT LAGRANDE IN THE LAWN OF THE EASTERN OREGON COLLEGE OF EDUCATION,
 RB0198'210 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE MAIN BUILDING, 186
 RB0198'FEET NORTH OF THE NORTHEAST ENTRANCE TO A DORMITORY, 20.7 FEET
 RB0198'WEST-NORTHWEST OF BENCH MARK D 407, 5 FEET SOUTH OF THE SOUTHEAST
 RB0198'CORNER OF A HEDGE, AND 10 INCHES BELOW THE SURFACE SET IN A CONCRETE
 RB0198'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1127 ***********************************************************************
 NZ1127  DESIGNATION -  COLLEGE
 NZ1127  PID         -  NZ1127
 NZ1127  STATE/COUNTY-  OR/JACKSON
 NZ1127  USGS QUAD   -  MEDFORD EAST (1983)
 NZ1127
 NZ1127                         *CURRENT SURVEY CONTROL
 NZ1127  ___________________________________________________________________
 NZ1127* NAD 83(1991)-  42 20 27.59455(N)    122 51 06.34734(W)     ADJUSTED  
 NZ1127* NAVD 88     -       438.7    (meters)    1439.     (feet)  VERTCON   
 NZ1127  ___________________________________________________________________
 NZ1127  LAPLACE CORR-           2.29  (seconds)                    DEFLEC99
 NZ1127  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 NZ1127  HORZ ORDER  -  SECOND
 NZ1127
 NZ1127.The horizontal coordinates were established by classical geodetic methods
 NZ1127.and adjusted by the National Geodetic Survey in October 1991.
 NZ1127
 NZ1127.The NAVD 88 height was computed by applying the VERTCON shift value to
 NZ1127.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NZ1127
 NZ1127.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ1127
 NZ1127.The geoid height was determined by GEOID03.
 NZ1127
 NZ1127;                    North         East     Units Scale Factor Converg.
 NZ1127;SPC OR S     -    77,629.092 1,306,224.202   MT  0.99999808   -1 36 32.2
 NZ1127;SPC OR S     -   254,688.62  4,285,512.47   iFT  0.99999808   -1 36 32.2
 NZ1127;UTM  10      - 4,687,648.664   512,210.862   MT  0.99960183   +0 05 59.4
 NZ1127
 NZ1127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NZ1127!SPC OR S     -   0.99993500  x   0.99999808  =   0.99993308
 NZ1127!UTM  10      -   0.99993500  x   0.99960183  =   0.99953685
 NZ1127
 NZ1127|---------------------------------------------------------------------|
 NZ1127| PID    Reference Object                     Distance      Geod. Az  |
 NZ1127|                                                           dddmmss.s |
 NZ1127| CD9232 COLLEGE RM 1                         11.671 METERS 04241     |
 NZ1127| NZ1126 RESERVOIR                           APPROX. 1.1 KM 1290348.4 |
 NZ1127| CD9233 COLLEGE RM 2                         14.719 METERS 30317     |
 NZ1127|---------------------------------------------------------------------|
 NZ1127
 NZ1127                          SUPERSEDED SURVEY CONTROL
 NZ1127
 NZ1127  NAD 83(1986)-  42 20 27.58360(N)    122 51 06.35957(W) AD(       ) 2
 NZ1127  NAD 27      -  42 20 28.12712(N)    122 51 02.22337(W) AD(       ) 2
 NZ1127  NGVD 29 (07/19/86)  437.7    (m)         1436.     (f) VERT ANG    3  
 NZ1127
 NZ1127.Superseded values are not recommended for survey control.
 NZ1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1127.See file dsdata.txt to determine how the superseded data were derived.
 NZ1127
 NZ1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM1221187649(NAD 83)
 NZ1127_MARKER: DD = SURVEY DISK
 NZ1127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ1127_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NZ1127
 NZ1127  HISTORY     - Date     Condition        Report By
 NZ1127  HISTORY     - 1971     MONUMENTED       OR1310
 NZ1127
 NZ1127                          STATION DESCRIPTION
 NZ1127
 NZ1127'DESCRIBED BY CITY OF MEDFORD OREGON 1971
 NZ1127'STATION IS ABOUT 2 MILES NORTHEAST OF DOWNTOWN MEDFORD, ON THE
 NZ1127'NORTH SLOPE OF A BARE KNOLL, IN THE PRESENTLY UNIMPROVED
 NZ1127'RIGHT-OF-WAY FOR THE EXTENSION OF COLLEGE WAY.
 NZ1127'
 NZ1127'TO REACH THE STATION FROM CITY HALL, GO NORTHEAST ON 8TH STREET
 NZ1127'TO MAIN, CONTINUE EAST ON MAIN TO CRATER LAKE AVENUE, TURN LEFT
 NZ1127'(NORTH) ON CRATER LAKE AVENUE AND GO 1 MILE TO MC ANDREWS ROAD,
 NZ1127'TURN RIGHT (EAST) ON MC ANDREWS ROAD AND GO 0.5 MILE TO CHILDERS
 NZ1127'AVENUE, TURN RIGHT (SOUTH) ON CHILDERS FOR 1 BLOCK TO COLLEGE
 NZ1127'WAY, THENCE LEFT (WEST) ON TRACK ROAD TO TOP OF KNOLL AND
 NZ1127'STATION.
 NZ1127'
 NZ1127'THE UNDERGROUND MARK IS A CITY OF MEDFORD DISK SET IN CONCRETE
 NZ1127'STAMPED COLLEGE 1971, SET 2.2 FT. BELOW THE SURFACE.
 NZ1127'
 NZ1127'THE SURFACE MARK IS A CITY OF MEDFORD DISK SET IN A CONCRETE
 NZ1127'MONUMENT 2 FT. DEEP, 1 FT. IN DIAMETER AND FLUSH WITH SURFACE,
 NZ1127'STAMPED COLLEGE 1971.
 NZ1127'
 NZ1127'R.M. NO. 1 IS A CITY OF MEDFORD DISK SET IN A CONCRETE POST 2
 NZ1127'FT. DEEP, 1 FT. IN DIAMETER AND FLUSH WITH SURFACE, STAMPED
 NZ1127'COLLEGE NO. 1 1971.
 NZ1127'
 NZ1127'R.M. NO. 2 IS A CITY OF MEDFORD DISK SET IN A CONCRETE POST
 NZ1127'2.2 FT. DEEP, 1 FT. IN DIAMETER AND FLUSH WITH SURFACE, STAMPED
 NZ1127'COLLEGE NO. 2 1971.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0629 ***********************************************************************
 QE0629  DESIGNATION -  COLLEGE RM 1
 QE0629  PID         -  QE0629
 QE0629  STATE/COUNTY-  OR/BENTON
 QE0629  USGS QUAD   -  CORVALLIS (1986)
 QE0629
 QE0629                         *CURRENT SURVEY CONTROL
 QE0629  ___________________________________________________________________
 QE0629* NAD 83(1986)-  44 33 47.     (N)    123 16 46.     (W)     SCALED    
 QE0629* NAVD 88     -        73.782  (meters)     242.07   (feet)  ADJUSTED  
 QE0629  ___________________________________________________________________
 QE0629  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 QE0629  DYNAMIC HT  -          73.778 (meters)     242.05  (feet)  COMP
 QE0629  MODELED GRAV-     980,558.5   (mgal)                       NAVD 88
 QE0629
 QE0629  VERT ORDER  -  FIRST     CLASS II
 QE0629
 QE0629.The horizontal coordinates were scaled from a topographic map and have
 QE0629.an estimated accuracy of +/- 6 seconds.
 QE0629
 QE0629.The orthometric height was determined by differential leveling
 QE0629.and adjusted in June 1991.
 QE0629
 QE0629.The geoid height was determined by GEOID03.
 QE0629
 QE0629.The dynamic height is computed by dividing the NAVD 88
 QE0629.geopotential number by the normal gravity value computed on the
 QE0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0629.degrees latitude (g = 980.6199 gals.).
 QE0629
 QE0629.The modeled gravity was interpolated from observed gravity values.
 QE0629
 QE0629;                    North         East    Units  Estimated Accuracy
 QE0629;SPC OR N     -   103,410.    2,279,250.      MT  (+/- 180 meters Scaled)
 QE0629
 QE0629                          SUPERSEDED SURVEY CONTROL
 QE0629
 QE0629  NGVD 29 (??/??/92)   72.769  (m)          238.74   (f) ADJ UNCH    1 2
 QE0629
 QE0629.Superseded values are not recommended for survey control.
 QE0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0629.See file dsdata.txt to determine how the superseded data were derived.
 QE0629
 QE0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ778344(NAD 83)
 QE0629_MARKER: DR = REFERENCE MARK DISK
 QE0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0629_SP_SET: CONCRETE POST
 QE0629_STAMPING: COLLEGE NO 1 1940
 QE0629_MARK LOGO: CGS   
 QE0629_PROJECTION: RECESSED 15 CENTIMETERS
 QE0629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0629+STABILITY: SURFACE MOTION
 QE0629
 QE0629  HISTORY     - Date     Condition        Report By
 QE0629  HISTORY     - 1940     MONUMENTED       CGS
 QE0629  HISTORY     - 1961     GOOD             NGS
 QE0629  HISTORY     - 1979     GOOD             NGS
 QE0629  HISTORY     - 1985     GOOD             USPSQD
 QE0629  HISTORY     - 1987     GOOD             NGS
 QE0629
 QE0629                          STATION DESCRIPTION
 QE0629
 QE0629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 QE0629'IN CORVALLIS.
 QE0629'ON THE CAMPUS OF THE OREGON STATE COLLEGE, 4 INCHES EAST OF THE
 QE0629'SIDEWALK THAT IS ON THE EAST SIDE OF COLLEGE DRIVE, 12.5 FEET
 QE0629'SOUTHWEST OF A FIRE HYDRANT.  THE DISK IS SET IN THE TOP OF A CONCRETE
 QE0629'POST AND THE TOP OF THE POST IS COVERED BY A METAL WELL, THE TOP OF
 QE0629'THE POST IS ABOUT 6 INCHES LOWER THEN THE SURFACE OF THE LAWN.
 QE0629
 QE0629                          STATION RECOVERY (1979)
 QE0629
 QE0629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 QE0629'THE MARK IS LOCATED IN CORUALLIS, ON THE CAMPUS OF OR STATE UNIVER-
 QE0629'SITY, ABOUT 125 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF JAMES
 QE0629'K. WEATHERFORD HALL, ON THE EAST SIDE OF COLLEGE DRIVE. 12.5 FEET
 QE0629'SOUTHWEST OF A FIRE HYDRANT, 0.5 FEET EAST OF THE WEST EDGE OF THE
 QE0629'SIDEWALK, IN A METAL WELL 6 INCHES BELOW THE SIDEWALK.
 QE0629
 QE0629                          STATION RECOVERY (1985)
 QE0629
 QE0629'RECOVERY NOTE BY US POWER SQUADRON 1985
 QE0629'MARK IS NOW LOCATED IN THE SIDEWALK. A METAL PLATE COVERS THE PIPE
 QE0629'WHICH ENCLOSED THE MARK.
 QE0629
 QE0629                          STATION RECOVERY (1987)
 QE0629
 QE0629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE0629'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  IN CORVALLIS,
 QE0629'AT THE INTERSECTION OF NORTHWEST 25TH STREET AND ADAMS AVENUE, ON THE
 QE0629'CAMPUS OF OREGON STATE UNIVERSITY, 5.6 M (18.4 FT) EAST OF THE
 QE0629'CENTERLINE OF THE STREET, 5.4 M (17.7 FT) SOUTH OF THE EXTENDED
 QE0629'CENTERLINE OF THE AVENUE, 3.0 M (9.8 FT) SOUTHWEST OF A FIRE HYDRANT,
 QE0629'AND 0.2 M (0.7 FT) EAST OF THE EAST CURB OF THE STREET.  NOTE--THE
 QE0629'MARK IS UNDER A 6-INCH ROUND METAL PLATE, AND NOT LEVELED THIS
 QE0629'SURVEY.
 QE0629'THE MARK IS ABOVE LEVEL WITH THE STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0630 ***********************************************************************
 QE0630  DESIGNATION -  COLLEGE RM 2
 QE0630  PID         -  QE0630
 QE0630  STATE/COUNTY-  OR/BENTON
 QE0630  USGS QUAD   -  CORVALLIS (1986)
 QE0630
 QE0630                         *CURRENT SURVEY CONTROL
 QE0630  ___________________________________________________________________
 QE0630* NAD 83(1986)-  44 33 47.     (N)    123 16 46.     (W)     SCALED    
 QE0630* NAVD 88     -        72.891  (meters)     239.14   (feet)  ADJUSTED  
 QE0630  ___________________________________________________________________
 QE0630  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 QE0630  DYNAMIC HT  -          72.887 (meters)     239.13  (feet)  COMP
 QE0630  MODELED GRAV-     980,558.5   (mgal)                       NAVD 88
 QE0630
 QE0630  VERT ORDER  -  FIRST     CLASS II
 QE0630
 QE0630.The horizontal coordinates were scaled from a topographic map and have
 QE0630.an estimated accuracy of +/- 6 seconds.
 QE0630
 QE0630.The orthometric height was determined by differential leveling
 QE0630.and adjusted in June 1991.
 QE0630
 QE0630.The geoid height was determined by GEOID03.
 QE0630
 QE0630.The dynamic height is computed by dividing the NAVD 88
 QE0630.geopotential number by the normal gravity value computed on the
 QE0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0630.degrees latitude (g = 980.6199 gals.).
 QE0630
 QE0630.The modeled gravity was interpolated from observed gravity values.
 QE0630
 QE0630;                    North         East    Units  Estimated Accuracy
 QE0630;SPC OR N     -   103,410.    2,279,250.      MT  (+/- 180 meters Scaled)
 QE0630
 QE0630                          SUPERSEDED SURVEY CONTROL
 QE0630
 QE0630  NGVD 29 (??/??/92)   71.877  (m)          235.82   (f) ADJ UNCH    1 2
 QE0630
 QE0630.Superseded values are not recommended for survey control.
 QE0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0630.See file dsdata.txt to determine how the superseded data were derived.
 QE0630
 QE0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ778344(NAD 83)
 QE0630_MARKER: DR = REFERENCE MARK DISK
 QE0630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0630_SP_SET: CONCRETE POST
 QE0630_STAMPING: COLLEGE NO 2 1940
 QE0630_MARK LOGO: CGS   
 QE0630_PROJECTION: FLUSH
 QE0630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0630+STABILITY: SURFACE MOTION
 QE0630
 QE0630  HISTORY     - Date     Condition        Report By
 QE0630  HISTORY     - 1940     MONUMENTED       CGS
 QE0630  HISTORY     - 1961     GOOD             NGS
 QE0630  HISTORY     - 1979     GOOD             NGS
 QE0630  HISTORY     - 1987     GOOD             NGS
 QE0630
 QE0630                          STATION DESCRIPTION
 QE0630
 QE0630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 QE0630'IN CORVALLIS.
 QE0630'ON THE CAMPUS OF THE OREGON STATE COLLEGE, 8 INCHES WEST OF THE WEST
 QE0630'SIDE OF THE SIDEWALK ON THE WEST SIDE OF COLLEGE DRIVE, 105 FEET SOUTH
 QE0630'OF STREET LAMP NO. 50, 48 FEET SOUTH SOUTHEAST OF TRIANGULATION
 QE0630'STATION COLLEGE, AND 10.8 FEET NORTH OF A METAL STREET SIGN DORM AREA.
 QE0630'THE DISK IS SET IN TOP OF A CONCRETE POST AND THE TOP OF THE POST IS
 QE0630'ABOUT 8 INCHES BELOW THE SURFACE OF THE LAWN.
 QE0630
 QE0630                          STATION RECOVERY (1979)
 QE0630
 QE0630'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 QE0630'THE MARK IS LOCATED IN CORUALLIS, ON THE GROUNDS OF OREGON STATE UNI-
 QE0630'VERSITY, ABOUT 190 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 QE0630'JAMES K. WEATHERFORD HALL, 48.23 FEET SOUTH SOUTHEAST OF TRIANGULA-
 QE0630'TION STATION COLLEGE 1940, 0.7 FOOT WEST OF THE WEST EDGE OF THE
 QE0630'SIDEWALK ON THE WEST SIDE OF COLLEGE DRIVE AND IS 5 INCHES BELOW THE
 QE0630'SURFACE OF THE GROUND.
 QE0630
 QE0630                          STATION RECOVERY (1987)
 QE0630
 QE0630'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE0630'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  IN CORVALLIS,
 QE0630'AT THE INTERSECTION OF NORTHWEST 26TH STREET AND ADAMS AVENUE, ON THE
 QE0630'CAMPUS OF OREGON STATE UNIVERSITY, 40.3 M (132.2 FT) SOUTH OF THE
 QE0630'CENTERLINE OF THE AVENUE, 14.7 M (48.2 FT) SOUTHEAST OF TRIANGULATION
 QE0630'STATION COLLEGE, 8.3 M (27.2 FT) WEST OF THE CENTERLINE OF THE
 QE0630'STREET, AND 0.2 M (0.7 FT) WEST OF THE WEST CURB OF THE STREET.
 QE0630'NOTE--NOT LEVELED THIS SURVEY.
 QE0630'THE MARK IS 0.2 M ABOVE THE STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AA5135 ***********************************************************************
 AA5135  DESIGNATION -  COLONIAL
 AA5135  PID         -  AA5135
 AA5135  STATE/COUNTY-  OR/DOUGLAS
 AA5135  USGS QUAD   -  ROSEBURG WEST (1987)
 AA5135
 AA5135                         *CURRENT SURVEY CONTROL
 AA5135  ___________________________________________________________________
 AA5135* NAD 83(2007)-  43 11 07.59421(N)    123 29 08.70321(W)     ADJUSTED  
 AA5135* NAVD 88     -       192.8    (meters)     633.     (feet)  GPS OBS   
 AA5135  ___________________________________________________________________
 AA5135  EPOCH DATE  -        2007.00
 AA5135  X           -  -2,569,957.393 (meters)                     COMP
 AA5135  Y           -  -3,884,880.895 (meters)                     COMP
 AA5135  Z           -   4,342,661.696 (meters)                     COMP
 AA5135  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 AA5135  ELLIP HEIGHT-         168.889 (meters)          (02/10/07) ADJUSTED
 AA5135  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 AA5135
 AA5135  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA5135  Type    PID    Designation                      North   East  Ellip
 AA5135  -------------------------------------------------------------------
 AA5135  NETWORK AA5135 COLONIAL                          1.08   0.84   3.82
 AA5135  -------------------------------------------------------------------
 AA5135
 AA5135.The horizontal coordinates were established by GPS observations
 AA5135.and adjusted by the National Geodetic Survey in February 2007.
 AA5135
 AA5135.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA5135.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA5135.The horizontal coordinates are valid at the epoch date displayed above.
 AA5135.The epoch date for horizontal control is a decimal equivalence
 AA5135.of Year/Month/Day.
 AA5135
 AA5135.The orthometric height was determined by GPS observations and a
 AA5135.high-resolution geoid model.
 AA5135
 AA5135.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5135
 AA5135.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5135
 AA5135.The ellipsoidal height was determined by GPS observations
 AA5135.and is referenced to NAD 83.
 AA5135
 AA5135.The geoid height was determined by GEOID03.
 AA5135
 AA5135;                    North         East     Units Scale Factor Converg.
 AA5135;SPC OR S     -   173,035.097 1,257,349.413   MT  0.99989465   -2 02 33.7
 AA5135;SPC OR S     -   567,700.45  4,125,162.12   iFT  0.99989465   -2 02 33.7
 AA5135;UTM  10      - 4,781,522.756   460,526.492   MT  0.99961917   -0 19 56.8
 AA5135
 AA5135!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5135!SPC OR S     -   0.99997352  x   0.99989465  =   0.99986817
 AA5135!UTM  10      -   0.99997352  x   0.99961917  =   0.99959270
 AA5135
 AA5135                          SUPERSEDED SURVEY CONTROL
 AA5135
 AA5135  NAD 83(1998)-  43 11 07.59138(N)    123 29 08.70303(W) AD(       ) B
 AA5135  ELLIP H (07/03/01)  168.885  (m)                       GP(       ) 5 1
 AA5135  NAD 83(1998)-  43 11 07.58897(N)    123 29 08.70155(W) AD(       ) B
 AA5135  ELLIP H (05/25/95)  169.084  (m)                       GP(       ) 1 1
 AA5135
 AA5135.Superseded values are not recommended for survey control.
 AA5135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5135.See file dsdata.txt to determine how the superseded data were derived.
 AA5135
 AA5135_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN6052681523(NAD 83)
 AA5135_MARKER: DD = SURVEY DISK
 AA5135_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AA5135_STAMPING: COLONIAL 1989
 AA5135_MARK LOGO: DOUGCS
 AA5135_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5135_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA5135_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5135+SATELLITE: SATELLITE OBSERVATIONS - 1989
 AA5135
 AA5135  HISTORY     - Date     Condition        Report By
 AA5135  HISTORY     - 1989     MONUMENTED       DOUGCS
 AA5135
 AA5135                          STATION DESCRIPTION
 AA5135
 AA5135'DESCRIBED BY DOUGLAS COUNTY SURVEYOR 1989 (SJF)
 AA5135'STATION IS LOCATED 8.53 M (27.99 FT) EAST OF CENTERLINE OF COLONIAL
 AA5135'ROAD (COUNTY ROAD NO. 52 ), 0.46 M (1.51 FT) WEST OF A BARBED WIRE
 AA5135'FENCE, AND IS 3.50 M (11.48 FT) NNW OF A POWER POLE MARKED 2-105. TO
 AA5135'REACH FROM INTERSECTION OF LOOKINGGLASS ROAD (COUNTY ROAD 5D) AND
 AA5135'COLONIAL ROAD, PROCEED NORTH ON COLONIAL ROAD FOR 0.25 MI (0.40 KM) TO
 AA5135'THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2975 ***********************************************************************
 RD2975  DESIGNATION -  COLUMBIA
 RD2975  PID         -  RD2975
 RD2975  STATE/COUNTY-  OR/MULTNOMAH
 RD2975  USGS QUAD   -  PORTLAND (1990)
 RD2975
 RD2975                         *CURRENT SURVEY CONTROL
 RD2975  ___________________________________________________________________
 RD2975* NAD 83(1991)-  45 34 15.74707(N)    122 43 28.47277(W)     ADJUSTED  
 RD2975* NAVD 88     -        54.     (meters)     177.     (feet)  SCALED    
 RD2975  ___________________________________________________________________
 RD2975  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 RD2975  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 RD2975  HORZ ORDER  -  FIRST
 RD2975
 RD2975.The horizontal coordinates were established by classical geodetic methods
 RD2975.and adjusted by the National Geodetic Survey in October 1991.
 RD2975
 RD2975.The orthometric height was scaled from a topographic map.
 RD2975
 RD2975.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2975
 RD2975.The geoid height was determined by GEOID03.
 RD2975
 RD2975;                    North         East     Units Scale Factor Converg.
 RD2975;SPC OR N     -   214,009.674 2,326,386.220   MT  0.99991921   -1 34 39.5
 RD2975;SPC OR N     -   702,131.48  7,632,500.72   iFT  0.99991921   -1 34 39.5
 RD2975;SPC WA S     -    28,870.580   326,361.160   MT  1.00006975   -1 36 57.3
 RD2975;SPC WA S     -    94,719.56  1,070,736.57   sFT  1.00006975   -1 36 57.3
 RD2975;UTM  10      - 5,046,425.873   521,490.935   MT  0.99960568   +0 11 48.1
 RD2975
 RD2975!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2975!SPC OR N     -   0.99999511  x   0.99991921  =   0.99991432
 RD2975!SPC WA S     -   0.99999511  x   1.00006975  =   1.00006486
 RD2975!UTM  10      -   0.99999511  x   0.99960568  =   0.99960079
 RD2975
 RD2975|---------------------------------------------------------------------|
 RD2975| PID    Reference Object                     Distance      Geod. Az  |
 RD2975|                                                           dddmmss.s |
 RD2975| CE2430 COLUMBIA RM 4                        41.520 METERS 03109     |
 RD2975| RD3248 PORTLAND GAS TANK                   APPROX. 4.3 KM 1084607.3 |
 RD2975| RD3106 OVERLOOK                            APPROX. 4.1 KM 1284150.8 |
 RD2975| RD3008 PORTLAND UP RR CO ELEV TANK         APPROX. 2.7 KM 1293642.6 |
 RD2975| RD3151 PORTLAND UNION PAC RR CO STK        APPROX. 4.6 KM 1320806.8 |
 RD2975| RD3251 PORTLAND SEARS ROEBUCK FP           APPROX. 7.0 KM 1341951.9 |
 RD2975| RD3217 PORTLAND CROWN MILLS BLUE TK        APPROX. 5.4 KM 1351013.9 |
 RD2975| RD3068 PORTLAND SWAN IS AVIATION BCN       APPROX. 1.2 KM 1361804.9 |
 RD2975| RD3012 PORTLAND CENT WILBUR METH CH        APPROX. 7.7 KM 1362625.9 |
 RD2975| RD3211 PORTLAND ALBERS BRO MILL CO TK      APPROX. 5.8 KM 1394303.1 |
 RD2975| RD3144 PORTLAND CROWN MILLS BLACK TK       APPROX. 5.4 KM 1403035.1 |
 RD2975| RD3210 PORTLAND UNION DEPOT CLK TWR        APPROX. 6.0 KM 1412019.2 |
 RD2975| RD3225 PORTLAND JOHN DEERE CO FLAG         APPROX. 7.6 KM 1412552.4 |
 RD2975| RD2988 PORTLAND E AND W LUMBER TANK        APPROX. 4.1 KM 1414710.9 |
 RD2975| RD2575 PORTLAND LIBBYS ELEVATED TANK       APPROX.10.6 KM 1414955.1 |
 RD2975| RD2980 PORTLAND QUAKER CAL ES LINE TK      APPROX. 4.5 KM 1424558.8 |
 RD2975| RD3188 PORTLAND HONEYMAN HARDWARE TK       APPROX. 6.0 KM 1442537.0 |
 RD2975| RD2966 PORTLAND PRL AND P WHITE STACK      APPROX. 4.0 KM 1445945.5 |
 RD2975| RD3047 PORTLAND MARSHALL WELLS TANK        APPROX. 5.5 KM 1461945.2 |
 RD2975| RD3030 PORTLAND OCEANIC TERMINALS TK       APPROX. 3.0 KM 1470315.3 |
 RD2975| RD3187 PORTLAND ORE JOURNAL BLD SPIRE      APPROX. 6.8 KM 1490546.2 |
 RD2975| RD3191 PORTLAND PUB SERVICE BLDG FP        APPROX. 6.9 KM 1491938.5 |
 RD2975| RD3134 PORTLAND FIRST CONG CH SPIRE        APPROX. 6.9 KM 1512512.5 |
 RD2975| RD2973 PORTLAND INCINERATOR STACK 2        APPROX. 3.6 KM 1534344.5 |
 RD2975| RD3037 PORTLAND AMERICAN CAN ELEV TK       APPROX. 4.0 KM 1575028.3 |
 RD2975| RD3043 PORTLAND MONTGOMERY WARD FLAG       APPROX. 4.0 KM 1600125.6 |
 RD2975| RD3323 DOCK 1961                           338.582 METERS 19842     |
 RD2975| RD2970 U                                     7.026 METERS 21844     |
 RD2975| CE2429 COLUMBIA RM 3                        22.207 METERS 24636     |
 RD2975| RD3167 PORTLAND BETHLEHEM STEEL STACK      APPROX. 1.9 KM 2565953.0 |
 RD2975| CE2428 COLUMBIA RM 2                        15.124 METERS 26747     |
 RD2975|---------------------------------------------------------------------|
 RD2975
 RD2975                          SUPERSEDED SURVEY CONTROL
 RD2975
 RD2975  NAD 83(1986)-  45 34 15.76624(N)    122 43 28.47621(W) AD(       ) 1
 RD2975  NAD 27      -  45 34 16.34300(N)    122 43 24.12200(W) AD(       ) 1
 RD2975
 RD2975.Superseded values are not recommended for survey control.
 RD2975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2975.See file dsdata.txt to determine how the superseded data were derived.
 RD2975
 RD2975_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER2149146426(NAD 83)
 RD2975_MARKER: DS = TRIANGULATION STATION DISK
 RD2975_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 RD2975_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 RD2975
 RD2975  HISTORY     - Date     Condition        Report By
 RD2975  HISTORY     - 1935     MONUMENTED       CGS
 RD2975  HISTORY     - 1938     GOOD             CGS
 RD2975  HISTORY     - 1952     GOOD             CGS
 RD2975  HISTORY     - 1962     GOOD             CGS
 RD2975  HISTORY     - 20040601 MARK NOT FOUND   USPSQD
 RD2975
 RD2975                          STATION DESCRIPTION
 RD2975
 RD2975'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CP)
 RD2975'STATION IS LOCATED NEAR THE SOUTHEASTERN CORNER OF CAMPUS OF
 RD2975'COLUMBIA UNIVERSITY IN ST. JOHNS, OREGON, 125 FEET S OF FLAGPOLE,
 RD2975'ABOUT 160 FEET SE OF CORNER OF LARGE HALL FACING FLAGPOLE, AND ABOUT
 RD2975'30 FEET FROM EDGE OF BLUFF OF WILLAMETTE RIVER.
 RD2975'
 RD2975'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 RD2975'CONCRETE IN THE TOP OF A TILE.
 RD2975'
 RD2975'REACHED FROM BUSINESS DISTRICT IN ST. JOHNS BY GOING SE ON WILLAMETTE
 RD2975'BOULEVARD TO UNIVERSITY.
 RD2975
 RD2975                          STATION RECOVERY (1938)
 RD2975
 RD2975'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (WMS)
 RD2975'STATION IS IN THE NORTHERN PART OF PORTLAND, ON THE CAMPUS OF
 RD2975'UNIVERSITY OF PORTLAND, IN THE SOUTHERN PART OF A SMALL PARK
 RD2975'OVERLOOKING WILLAMETTE RIVER TO THE S, ABOUT 125 FEET S OF A
 RD2975'FLAGPOLE, AND ABOUT 30 FEET NORTHERLY FROM EDGE OF BLUFF.
 RD2975'
 RD2975'STATION IS MARKED BY A STANDARD DISK CEMENTED INTO THE TOP OF
 RD2975'SECTION OF CAST-IRON PIPE WHICH PROJECTS ABOUT 6 INCHES ABOVE
 RD2975'GROUND.
 RD2975'
 RD2975'REFERENCE MARK NO.1 IS A TRIANGULATION STATION U OF THE U.S.
 RD2975'ENGINEERS, CONSISTING OF A SECTION OF 2-INCH IRON PIPE SURROUNDED
 RD2975'BY CONCRETE BLOCK, CONCRETE BEING MARKED WITH LETTERS U.S.E. AND A
 RD2975'TRIANGLE.  WITHIN THE TRIANGLE IS THE LETTER U, FORMED BY A SERIES
 RD2975'OF TACKS.  REFERENCE MARK IS DISTANT 7.00 METERS (22.97 FEET) TO
 RD2975'SW.
 RD2975'
 RD2975'REFERENCE MARK NO.2, CONSISTING OF STANDARD REFERENCE DISK CEMENTED
 RD2975'INTO A SECTION OF CAST-IRON PIPE, IS DISTANT 15.12 METERS (49.60
 RD2975'FEET) TO THE W.
 RD2975'
 RD2975'A BENCH MARK OF U.S. GEOLOGICAL SURVEY IS ABOUT 175 FEET N.  IT IS
 RD2975'SET VERTICALLY IN STONE, NEAR THE W END OF THE TOP STEP OF S OR MAIN
 RD2975'ENTRANCE TO ADMINISTRATION BUILDING.
 RD2975
 RD2975                          STATION RECOVERY (1952)
 RD2975
 RD2975'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ANS)
 RD2975'THE STATION WAS RECOVERED AS DESCRIBED.  HOWEVER, ITS DISTANCE FROM
 RD2975'THE EDGE OF WAUD BLUFF IS NEARER TO 15 FEET, RATHER THAN 30 FEET AS
 RD2975'PREVIOUSLY STATED.  THE FLAGPOLE MENTIONED PREVIOUSLY HAS APPARENTLY
 RD2975'BEEN REMOVED.  ALL MARKS WERE IN GOOD CONDITION.
 RD2975'
 RD2975'THE STATION IS ON THE CAMPUS OF THE UNIVERSITY OF PORTLAND, ON THE S
 RD2975'EDGE OF WAUD BLUFF.  IT IS ABOUT 175 FEET S OF THE MOST E BUILDING
 RD2975'ON THE CAMPUS (ADMINISTRATION BUILDING), 35 METERS NE OF AN
 RD2975'OBSERVATION PLATFORM ON THE EDGE OF THE BLUFF, 28 METERS SE OF A
 RD2975'COMMEMORATION PLACQUE IN A LARGE BOULDER, AND 4-1/2 METERS NW OF
 RD2975'THE EDGE OF THE BLUFF.
 RD2975'
 RD2975'THE STATION MARK IS A STANDARD DISK, STAMPED COLUMBIA 1935 1946,
 RD2975'SET IN A 9-INCH SQUARE CONCRETE POST THAT IS FLUSH WITH THE SURFACE
 RD2975'OF THE LAWN.
 RD2975'
 RD2975'R.M. 1 IS STATION U (U.S.E.).  IT IS A 2-INCH IRON PIPE THAT IS
 RD2975'NOW ABOUT 3 INCHES BELOW THE SURFACE OF THE LAWN AND ITS LOCATION IS
 RD2975'MARKED BY A SLIGHT DEPRESSION IN THE LAWN.  IT IS AT THE SE EDGE OF A
 RD2975'GRAVEL WALK, 27 METERS NE OF THE OBSERVATION PLATFORM, AND 3 METERS
 RD2975'NE OF THE EDGE OF THE BLUFF.
 RD2975'
 RD2975'R.M. 2 IS A STANDARD DISK, STAMPED COLUMBIA NO 2 1935, SET IN
 RD2975'CONCRETE IN A 5-INCH IRON PIPE PROJECTING 1/2 INCH ABOVE THE
 RD2975'SURFACE OF THE LAWN.  IT IS 24 METERS NE OF THE OBSERVATION
 RD2975'PLATFORM, 13 METERS NW OF THE EDGE OF THE BLUFF, 7 METERS N OF A
 RD2975'30-INCH OAK TREE, AND 7 METERS SE OF A 2-FOOT OAK.
 RD2975
 RD2975                          STATION RECOVERY (1962)
 RD2975
 RD2975'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (NES)
 RD2975'THE STATION AND REFERENCE MARK 2 WERE RECOVERED AS DESCRIBED.
 RD2975'
 RD2975'A DIFFERENCE IN DISTANCE TO REFERENCE MARK 2 WAS FOUND, THE MARK IS
 RD2975'FLUSH.
 RD2975'
 RD2975'REFERENCE MARK 3 IS A STANDARD STATION DISK, NO STAMPING, WITH A
 RD2975'COPPER STRIP IN THE CENTER, SET IN THE TOP OF A SQUARE CONCRETE
 RD2975'MONUMENT THAT PROJECTS 14 INCHES.  THIS MARK WAS ESTABLISHED BY
 RD2975'THE UNIVERSITY OF PORTLAND, DATE UNKNOWN.
 RD2975'
 RD2975'REFERENCE MARK 4 IS A STANDARD STATION DISK, NO STAMPING WITH A
 RD2975'COPPER STRIP IN THE CENTER, SET IN THE TOP OF A SQUARE CONCRETE
 RD2975'MONUMENT THAT PROJECTS 14 INCHES.  THIS MARK WAS ESTABLISHED BY
 RD2975'THE UNIVERSITY OF PORTLAND, DATE UNKNOWN.
 RD2975'
 RD2975'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED COLUMBIA 1961,
 RD2975'CEMENTED IN A DRILL HOLE IN THE SIDEWALK.  IT IS 4.2 FEET SOUTHWEST
 RD2975'OF THE SOUTHWEST CORNER OF THE UNIVERSITY OF PORTLAND ADMINISTRATION
 RD2975'OFFICE BUILDING AND 26.3 FEET WEST OF THE SOUTH ENTRANCE OF THE
 RD2975'BUILDING.
 RD2975
 RD2975                          STATION RECOVERY (2004)
 RD2975
 RD2975'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 RD2975'THE AZMUTH MARK AND THE MARK IN THE TOP STEP OF THE ADMIN BLDG WERE
 RD2975'BOTH RECOVERED.  THE BENCH MARK IN THE TOP STEP IS NOW 50 PERCENT
 RD2975'COVERED AS THE STEP HAS BEEN RAISED. THE STATION 4 AND BOTH REFERENCE
 RD2975'POINTS WERE NOT LOCATED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3909 ***********************************************************************
 RD3909  DESIGNATION -  COLUMBIA CITY F RANGE LIGHT
 RD3909  PID         -  RD3909
 RD3909  STATE/COUNTY-  OR/COLUMBIA
 RD3909  USGS QUAD   -  DEER ISLAND (1990)
 RD3909
 RD3909                         *CURRENT SURVEY CONTROL
 RD3909  ___________________________________________________________________
 RD3909* NAD 83(1991)-  45 53 44.97615(N)    122 48 31.60453(W)     ADJUSTED  
 RD3909* NAVD 88     -              **(meters)            **(feet)            
 RD3909  ___________________________________________________________________
 RD3909  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 RD3909  GEOID HEIGHT-         -22.19  (meters)                     GEOID03
 RD3909  HORZ ORDER  -  THIRD
 RD3909
 RD3909.The horizontal coordinates were established by classical geodetic methods
 RD3909.and adjusted by the National Geodetic Survey in October 1991.
 RD3909
 RD3909
 RD3909.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3909
 RD3909.The geoid height was determined by GEOID03.
 RD3909
 RD3909;                    North         East     Units Scale Factor Converg.
 RD3909;SPC OR N     -   250,275.987 2,320,847.857   MT  0.99997518   -1 38 14.5
 RD3909;SPC OR N     -   821,115.44  7,614,330.24   iFT  0.99997518   -1 38 14.5
 RD3909;SPC WA S     -    65,143.591   320,847.042   MT  0.99998642   -1 40 37.5
 RD3909;SPC WA S     -   213,725.26  1,052,645.67   sFT  0.99998642   -1 40 37.5
 RD3909;UTM  10      - 5,082,491.006   514,834.443   MT  0.99960271   +0 08 14.3
 RD3909
 RD3909                          SUPERSEDED SURVEY CONTROL
 RD3909
 RD3909  NAD 83(1986)-  45 53 44.99520(N)    122 48 31.60167(W) AD(       ) 4
 RD3909  NAD 27      -  45 53 45.58000(N)    122 48 27.22300(W) AD(       ) 3
 RD3909
 RD3909.Superseded values are not recommended for survey control.
 RD3909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3909.See file dsdata.txt to determine how the superseded data were derived.
 RD3909
 RD3909_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1483482491(NAD 83)
 RD3909
 RD3909  HISTORY     - Date     Condition        Report By
 RD3909  HISTORY     - 1913     MONUMENTED       CGS
 RD3909  HISTORY     - 1946     SEE DESCRIPTION  CGS
 RD3909
 RD3909                          STATION DESCRIPTION
 RD3909
 RD3909'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAE)
 RD3909'ACCORDING TO THE PACIFIC COAST LIGHT LIST, THIS LIGHT WAS REBUILT
 RD3909'IN 1942.
 RD3909'
 RD3909'IT SHOULD BE CLASSIFIED AS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3911 ***********************************************************************
 RD3911  DESIGNATION -  COLUMBIA CITY R RANGE LIGHT
 RD3911  PID         -  RD3911
 RD3911  STATE/COUNTY-  OR/COLUMBIA
 RD3911  USGS QUAD   -  DEER ISLAND (1990)
 RD3911
 RD3911                         *CURRENT SURVEY CONTROL
 RD3911  ___________________________________________________________________
 RD3911* NAD 83(1991)-  45 53 37.39392(N)    122 48 32.24776(W)     ADJUSTED  
 RD3911* NAVD 88     -              **(meters)            **(feet)            
 RD3911  ___________________________________________________________________
 RD3911  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 RD3911  GEOID HEIGHT-         -22.20  (meters)                     GEOID03
 RD3911  HORZ ORDER  -  THIRD
 RD3911
 RD3911.The horizontal coordinates were established by classical geodetic methods
 RD3911.and adjusted by the National Geodetic Survey in October 1991.
 RD3911
 RD3911
 RD3911.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3911
 RD3911.The geoid height was determined by GEOID03.
 RD3911
 RD3911;                    North         East     Units Scale Factor Converg.
 RD3911;SPC OR N     -   250,042.384 2,320,827.307   MT  0.99997471   -1 38 14.9
 RD3911;SPC OR N     -   820,349.03  7,614,262.82   iFT  0.99997471   -1 38 14.9
 RD3911;SPC WA S     -    64,910.001   320,826.330   MT  0.99998686   -1 40 38.0
 RD3911;SPC WA S     -   212,958.89  1,052,577.72   sFT  0.99998686   -1 40 38.0
 RD3911;UTM  10      - 5,082,256.967   514,821.142   MT  0.99960270   +0 08 13.8
 RD3911
 RD3911                          SUPERSEDED SURVEY CONTROL
 RD3911
 RD3911  NAD 83(1986)-  45 53 37.41299(N)    122 48 32.24490(W) AD(       ) 4
 RD3911  NAD 27      -  45 53 37.99900(N)    122 48 27.86400(W) AD(       ) 3
 RD3911
 RD3911.Superseded values are not recommended for survey control.
 RD3911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3911.See file dsdata.txt to determine how the superseded data were derived.
 RD3911
 RD3911_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1482182257(NAD 83)
 RD3911
 RD3911  HISTORY     - Date     Condition        Report By
 RD3911  HISTORY     - 1913     MONUMENTED       CGS
 RD3911  HISTORY     - 1946     SEE DESCRIPTION  CGS
 RD3911
 RD3911                          STATION DESCRIPTION
 RD3911
 RD3911'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAE)
 RD3911'ACCORDING TO THE PACIFIC COAST LIGHT LIST FOR 1945, THIS STATION
 RD3911'WAS REBUILT IN 1942.
 RD3911'
 RD3911'THE STATION SHOULD BE CLASSIFIED AS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3910 ***********************************************************************
 RD3910  DESIGNATION -  COLUMBIA CITY SCHOOL CUP FLAG
 RD3910  PID         -  RD3910
 RD3910  STATE/COUNTY-  OR/COLUMBIA
 RD3910  USGS QUAD   -  DEER ISLAND (1990)
 RD3910
 RD3910                         *CURRENT SURVEY CONTROL
 RD3910  ___________________________________________________________________
 RD3910* NAD 83(1991)-  45 53 28.42599(N)    122 48 32.08017(W)     ADJUSTED  
 RD3910* NAVD 88     -              **(meters)            **(feet)            
 RD3910  ___________________________________________________________________
 RD3910  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 RD3910  GEOID HEIGHT-         -22.21  (meters)                     GEOID03
 RD3910  HORZ ORDER  -  THIRD
 RD3910
 RD3910.The horizontal coordinates were established by classical geodetic methods
 RD3910.and adjusted by the National Geodetic Survey in October 1991.
 RD3910
 RD3910
 RD3910.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3910
 RD3910.The geoid height was determined by GEOID03.
 RD3910
 RD3910;                    North         East     Units Scale Factor Converg.
 RD3910;SPC OR N     -   249,765.518 2,320,823.007   MT  0.99997416   -1 38 14.8
 RD3910;SPC OR N     -   819,440.68  7,614,248.71   iFT  0.99997416   -1 38 14.8
 RD3910;SPC WA S     -    64,633.134   320,821.838   MT  0.99998738   -1 40 37.9
 RD3910;SPC WA S     -   212,050.54  1,052,562.98   sFT  0.99998738   -1 40 37.9
 RD3910;UTM  10      - 5,081,980.204   514,825.417   MT  0.99960270   +0 08 13.9
 RD3910
 RD3910                          SUPERSEDED SURVEY CONTROL
 RD3910
 RD3910  NAD 83(1986)-  45 53 28.44521(N)    122 48 32.07799(W) AD(       ) 4
 RD3910  NAD 27      -  45 53 29.03000(N)    122 48 27.70000(W) AD(       ) 3
 RD3910
 RD3910.Superseded values are not recommended for survey control.
 RD3910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3910.See file dsdata.txt to determine how the superseded data were derived.
 RD3910
 RD3910_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1482581980(NAD 83)
 RD3910
 RD3910  HISTORY     - Date     Condition        Report By
 RD3910  HISTORY     - 1937     MONUMENTED       CGS
 RD3910  HISTORY     - 1961     SEE DESCRIPTION  CGS
 RD3910
 RD3910                          STATION DESCRIPTION
 RD3910
 RD3910'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (RWK)
 RD3910'STATION IS IN COLUMBIA CITY, ABOUT 0.3 MILE W OF THE
 RD3910'RIVER.  STATION IS THE FLAGSTAFF RISING FROM THE CUPOLA OF THE
 RD3910'COLUMBIA CITY SCHOOL.
 RD3910
 RD3910                          STATION RECOVERY (1961)
 RD3910
 RD3910'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (FN)
 RD3910'THIS INTERSECTION STATION IS IN GOOD CONDITION.  STATION IS IN
 RD3910'THE EAST PART OF COLUMBIA CITY, ON THE EAST SIDE OF SECOND STREET,
 RD3910'AND ABOUT 0.3 MILE WEST OF THE COLUMBIA RIVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2287 ***********************************************************************
 RC2287  DESIGNATION -  COLUMBIA GORGE HOTEL CUPOLA
 RC2287  PID         -  RC2287
 RC2287  STATE/COUNTY-  OR/HOOD RIVER
 RC2287  USGS QUAD   -  HOOD RIVER (1994)
 RC2287
 RC2287                         *CURRENT SURVEY CONTROL
 RC2287  ___________________________________________________________________
 RC2287* NAD 83(1991)-  45 42 41.86134(N)    121 33 14.88738(W)     ADJUSTED  
 RC2287* NAVD 88     -              **(meters)            **(feet)            
 RC2287  ___________________________________________________________________
 RC2287  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 RC2287  GEOID HEIGHT-         -21.52  (meters)                     GEOID03
 RC2287  HORZ ORDER  -  THIRD
 RC2287
 RC2287.The horizontal coordinates were established by classical geodetic methods
 RC2287.and adjusted by the National Geodetic Survey in October 1991.
 RC2287
 RC2287
 RC2287.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2287
 RC2287.The geoid height was determined by GEOID03.
 RC2287
 RC2287;                    North         East     Units Scale Factor Converg.
 RC2287;SPC OR N     -   227,779.100 2,417,927.332   MT  0.99993947   -0 44 51.3
 RC2287;SPC OR N     -   747,306.76  7,932,832.45   iFT  0.99993947   -0 44 51.3
 RC2287;SPC WA S     -    42,596.563   417,920.031   MT  1.00002981   -0 45 56.6
 RC2287;SPC WA S     -   139,752.22  1,371,125.97   sFT  1.00002981   -0 45 56.6
 RC2287;UTM  10      - 5,063,024.760   612,536.545   MT  0.99975570   +1 02 06.4
 RC2287
 RC2287                          SUPERSEDED SURVEY CONTROL
 RC2287
 RC2287  NAD 83(1986)-  45 42 41.87481(N)    121 33 14.89106(W) AD(       ) 4
 RC2287  NAD 27      -  45 42 42.44600(N)    121 33 10.62900(W) AD(       ) 3
 RC2287
 RC2287.Superseded values are not recommended for survey control.
 RC2287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2287.See file dsdata.txt to determine how the superseded data were derived.
 RC2287
 RC2287_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR1253763025(NAD 83)
 RC2287
 RC2287  HISTORY     - Date     Condition        Report By
 RC2287  HISTORY     - 1939     MONUMENTED       CGS
 RC2287  HISTORY     - 1942     SEE DESCRIPTION  CGS
 RC2287  HISTORY     - 1948     SEE DESCRIPTION  CGS
 RC2287  HISTORY     - 1958     SEE DESCRIPTION  CGS
 RC2287
 RC2287                          STATION DESCRIPTION
 RC2287
 RC2287'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (WMS)
 RC2287'STATION IS ABOUT 1 MILE W OF HOOD RIVER, OREGON, THE COLUMBIA
 RC2287'GORGE HOTEL, THE CENTER OF THE ROOF (RED TILE) OF THE CUPOLA THAT
 RC2287'PROJECTS ABOVE THE ROOF OF THE HOTEL.
 RC2287
 RC2287                          STATION RECOVERY (1942)
 RC2287
 RC2287'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (LAM)
 RC2287'THIS CHECKED INTERSECTION STATION IS THE APEX OF A PROMINENT
 RC2287'ORNAMENTAL CUPOLA ON S SIDE OF COLUMBIA GORGE HOTEL, IN W PART OF
 RC2287'HOOD RIVER, OREGON.  HOTEL IS FACED WITH CREAM STUCCO AND HAS RED
 RC2287'TILED ROOF AND IS IN PROMINENT LOCATION ON ROCK BLUFF ABOVE UNION
 RC2287'PACIFIC RAILROAD.
 RC2287'
 RC2287'TO REACH STATION FROM BUSINESS SECTION OF HOOD RIVER, GO W ON
 RC2287'COLUMBIA RIVER HIGHWAY (U.S. HIGHWAY 30) 2 MILES TO ENTRANCE TO
 RC2287'HOTEL GROUNDS LYING N OF HIGHWAY.
 RC2287
 RC2287                          STATION RECOVERY (1948)
 RC2287
 RC2287'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (WHB)
 RC2287'STATION IS ABOUT 1.0 MILE W OF HOOD RIVER AND S OF U.S. HIGHWAY
 RC2287'30.  IT IS THE CENTER OF CUPOLA ON RED TILE ROOFED COLUMBIA GORGE
 RC2287'HOTEL.  THIS IS THE ONLY HOTEL IN THIS VICINITY.
 RC2287
 RC2287                          STATION RECOVERY (1958)
 RC2287
 RC2287'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LGT)
 RC2287'STATION RECOVERED IN GOOD CONDITION.  LOCATED ABOUT 2.5 MILES WEST
 RC2287'OF THE HOOD RIVER - WHITE SALMON BRIDGE, BETWEEN U.S. HIGHWAY 30
 RC2287'AND THE COLUMBIA RIVER.  STATION IS THE APEX OF CUPOLA ON SOUTH
 RC2287'SIDE OF NEIGHBORS OF WOODCRAFT HOME (FORMERLY COLUMBIA GORGE
 RC2287'HOTEL).  THE BUILDING IS A 3-STORY WHITE STUCCO STRUCTURE WITH
 RC2287'RED TILE ROOF.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1992 ***********************************************************************
 SC1992  DESIGNATION -  COLUMBIA RIVER MAIN CHAN BCN 4
 SC1992  PID         -  SC1992
 SC1992  STATE/COUNTY-  OR/CLATSOP
 SC1992  USGS QUAD   -  CATHLAMET BAY (1984)
 SC1992
 SC1992                         *CURRENT SURVEY CONTROL
 SC1992  ___________________________________________________________________
 SC1992* NAD 83(1991)-  46 14 36.32498(N)    123 41 43.51860(W)     ADJUSTED  
 SC1992* NAVD 88     -              **(meters)            **(feet)            
 SC1992  ___________________________________________________________________
 SC1992  LAPLACE CORR-          11.73  (seconds)                    DEFLEC99
 SC1992  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 SC1992  HORZ ORDER  -  THIRD
 SC1992
 SC1992.The horizontal coordinates were established by classical geodetic methods
 SC1992.and adjusted by the National Geodetic Survey in October 1991.
 SC1992
 SC1992
 SC1992.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1992
 SC1992.The geoid height was determined by GEOID03.
 SC1992
 SC1992;                    North         East     Units Scale Factor Converg.
 SC1992;SPC OR N     -   291,226.359 2,253,606.540   MT  1.00007105   -2 15 58.1
 SC1992;SPC OR N     -   955,467.06  7,393,722.24   iFT  1.00007105   -2 15 58.1
 SC1992;SPC WA S     -   106,146.894   253,643.885   MT  0.99993228   -2 19 16.1
 SC1992;SPC WA S     -   348,250.27    832,163.31   sFT  0.99993228   -2 19 16.1
 SC1992;UTM  10      - 5,121,329.105   446,388.559   MT  0.99963533   -0 30 08.3
 SC1992
 SC1992                          SUPERSEDED SURVEY CONTROL
 SC1992
 SC1992  NAD 83(1986)-  46 14 36.33514(N)    123 41 43.50918(W) AD(       ) 4
 SC1992  NAD 27      -  46 14 36.94911(N)    123 41 39.00765(W) AD(       ) 3
 SC1992
 SC1992.Superseded values are not recommended for survey control.
 SC1992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1992.See file dsdata.txt to determine how the superseded data were derived.
 SC1992
 SC1992_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS4638921329(NAD 83)
 SC1992
 SC1992  HISTORY     - Date     Condition        Report By
 SC1992  HISTORY     - 1935     MONUMENTED       CGS
 SC1992  HISTORY     - 1935     SEE DESCRIPTION  CGS
 SC1992  HISTORY     - 1947     SEE DESCRIPTION  CGS
 SC1992
 SC1992                          STATION DESCRIPTION
 SC1992
 SC1992'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (RWK)
 SC1992'THE STATION IS THE LIGHT LOCATED 3-1/4 MILES NE OF TONGUE POINT
 SC1992'AND KNOWN AS BEACON 4.  THIS LIGHT IS THE MAIN CHANNEL OF THE
 SC1992'COLUMBIA RIVER AT THIS POINT.
 SC1992
 SC1992                          STATION RECOVERY (1935)
 SC1992
 SC1992'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RWK)
 SC1992'STATION MOVED, LOCATED IN 1935.
 SC1992
 SC1992                          STATION RECOVERY (1947)
 SC1992
 SC1992'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (EHB)
 SC1992'THIS IS LIGHT NO. 944 OF PACIFIC COAST LIGHT LIST.  REBUILT IN 1939.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0944 ***********************************************************************
 QC0944  DESIGNATION -  COLVIN
 QC0944  PID         -  QC0944
 QC0944  STATE/COUNTY-  OR/GRANT
 QC0944  USGS QUAD   -  FLOWERS GULCH (1990)
 QC0944
 QC0944                         *CURRENT SURVEY CONTROL
 QC0944  ___________________________________________________________________
 QC0944* NAD 83(1991)-  44 51 37.96803(N)    119 03 39.99978(W)     ADJUSTED  
 QC0944* NAVD 88     -       851.1    (meters)    2792.     (feet)  VERTCON   
 QC0944  ___________________________________________________________________
 QC0944  LAPLACE CORR-           7.45  (seconds)                    DEFLEC99
 QC0944  GEOID HEIGHT-         -18.44  (meters)                     GEOID03
 QC0944  HORZ ORDER  -  THIRD
 QC0944
 QC0944.The horizontal coordinates were established by classical geodetic methods
 QC0944.and adjusted by the National Geodetic Survey in October 1991.
 QC0944
 QC0944.The NAVD 88 height was computed by applying the VERTCON shift value to
 QC0944.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QC0944
 QC0944.The Laplace correction was computed from DEFLEC99 derived deflections.
 QC0944
 QC0944.The geoid height was determined by GEOID03.
 QC0944
 QC0944;                    North         East     Units Scale Factor Converg.
 QC0944;SPC OR N     -   133,678.232 2,613,710.343   MT  0.99990897   +1 01 13.6
 QC0944;SPC OR N     -   438,576.88  8,575,165.17   iFT  0.99990897   +1 01 13.6
 QC0944;UTM  11      - 4,969,525.577   337,159.127   MT  0.99992608   -1 27 15.1
 QC0944
 QC0944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QC0944!SPC OR N     -   0.99986947  x   0.99990897  =   0.99977845
 QC0944!UTM  11      -   0.99986947  x   0.99992608  =   0.99979556
 QC0944
 QC0944|---------------------------------------------------------------------|
 QC0944| PID    Reference Object                     Distance      Geod. Az  |
 QC0944|                                                           dddmmss.s |
 QC0944| CD6252 COLVIN RM 1                          10.770 METERS 14205     |
 QC0944| CD6251 COLVIN AZ MK                                       1444753.3 |
 QC0944| CD6253 COLVIN RM 2                          11.095 METERS 31436     |
 QC0944|---------------------------------------------------------------------|
 QC0944
 QC0944                          SUPERSEDED SURVEY CONTROL
 QC0944
 QC0944  NAD 83(1986)-  44 51 37.97502(N)    119 03 39.99541(W) AD(       ) 3
 QC0944  NAD 27      -  44 51 38.42600(N)    119 03 36.08700(W) AD(       ) 3
 QC0944  NGVD 29 (07/19/86)  849.9    (m)         2788.     (f) VERT ANG    3  
 QC0944
 QC0944.Superseded values are not recommended for survey control.
 QC0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0944.See file dsdata.txt to determine how the superseded data were derived.
 QC0944
 QC0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK3715969526(NAD 83)
 QC0944_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QC0944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0944_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QC0944
 QC0944  HISTORY     - Date     Condition        Report By
 QC0944  HISTORY     - 1946     MONUMENTED       CGS
 QC0944
 QC0944                          STATION DESCRIPTION
 QC0944
 QC0944'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 QC0944'STATION IS LOCATED ABOUT 10 MILES AIR LINE NORTH-NORTHEAST OF
 QC0944'LONG CREEK, ABOUT 4-1/2 MILES AIR LINE SOUTHEAST OF RITTER, ABOUT
 QC0944'2 MILES AIR LINE NORTHWEST OF THE HIGHWAY BRIDGE OVER THE MIDDLE
 QC0944'FORK OF THE JOHN DAY RIVER, AND ABOUT 1/4 MILE AIR LINE NORTHEAST
 QC0944'OF THE RIVER ON THE BUD COLVIN RANCH.  THE STATION IS 65 FEET
 QC0944'NORTH OF A T FENCE CORNER, 40 FEET WEST OF THE CENTER LINE OF
 QC0944'THE DIRT ROAD, AND 4 FEET EAST OF A FENCE.  THE MARK IS SET
 QC0944'FLUSH WITH THE GROUND AND IS STAMPED--COLVIN 1946.
 QC0944'
 QC0944'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION AT ABOUT THE
 QC0944'SAME ELEVATION.  IT IS 27 FEET NORTH OF A T FENCE CORNER AND
 QC0944'1 FOOT EAST OF A FENCE LINE.  THE MARK PROJECTS 2 INCHES.
 QC0944'
 QC0944'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION AT ABOUT THE
 QC0944'SAME ELEVATION.  IT IS 40 FEET WEST OF THE ROAD AND 1 FOOT
 QC0944'NORTHEAST OF A FENCE LINE.  THE MARK PROJECTS 3 INCHES.
 QC0944'
 QC0944'THE AZIMUTH MARK IS 0.6 MILE SOUTHEAST OF THE STATION, 60 PACES
 QC0944'SOUTHWEST OF THE DIRT ROAD LEADING TO THE STATION, AND 13 PACES
 QC0944'EAST-SOUTHEAST OF A FENCE CORNER.  THE MARK IS ON THE STEEP
 QC0944'BANK OF THE GRASSY FIELD AND IS SET IN THE TOP OF A BOULDER
 QC0944'3 FEET IN DIAMETER.  IT PROJECTS 2 FEET.
 QC0944'
 QC0944'ALL REFERENCE MARKS ARE STAMPED WITH THE NAME AND DATE OF THE
 QC0944'STATION AND WITH THEIR RESPECTIVE NUMBERS.
 QC0944'
 QC0944'TO REACH THE STATION FROM LONG CREEK, FOLLOW U.S. 395 NORTH
 QC0944'FOR 13 MILES TO THE BRIDGE OVER THE MIDDLE FORK OF THE JOHN
 QC0944'DAY RIVER.  CONTINUE FOR 0.05 MILE TO FIRST ROAD LEFT AT WOOD
 QC0944'MAIL BOX BUD COLVIN.  TURN LEFT OFF HIGHWAY AND FOLLOW DIRT
 QC0944'ROAD FOR 0.15 MILE TO SMALL WOOD BRIDGE JUST NORTH OF A RANCH
 QC0944'HOUSE.  CROSS BRIDGE AND TAKE LEFT FORK AROUND SIDE OF HILL
 QC0944'AND THEN ALONG RIVER FOR 2.8 MILES TO END OF TRUCK TRAVEL AND
 QC0944'STATION SITE ON THE SOUTHWEST SIDE OF THE ROAD.
 QC0944'
 QC0944'A SUBSTITUTE STATION IS COLVIN 1946 P. P. 142V-18A WHICH IS THE
 QC0944'T INTERSECTION OF THE FENCE LINES ABOUT 300 FEET SOUTHEAST OF
 QC0944'A LARGE BARN, ABOUT 200 FEET EAST OF SOME STRAW STACKS AND
 QC0944'45 FEET WEST OF THE CENTER LINE OF THE ROAD.  IT IS SOUTHEAST OF
 QC0944'COLVIN 1946.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2408 ***********************************************************************
 QE2408  DESIGNATION -  COMA
 QE2408  PID         -  QE2408
 QE2408  STATE/COUNTY-  OR/LINCOLN
 QE2408  USGS QUAD   -  LINCOLN CITY (1984)
 QE2408
 QE2408                         *CURRENT SURVEY CONTROL
 QE2408  ___________________________________________________________________
 QE2408* NAD 83(1991)-  44 59 29.53778(N)    124 00 46.38197(W)     ADJUSTED  
 QE2408* NAVD 88     -        16.     (meters)      52.     (feet)  SCALED    
 QE2408  ___________________________________________________________________
 QE2408  LAPLACE CORR-          19.41  (seconds)                    DEFLEC99
 QE2408  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 QE2408  HORZ ORDER  -  THIRD
 QE2408
 QE2408.The horizontal coordinates were established by classical geodetic methods
 QE2408.and adjusted by the National Geodetic Survey in October 1991.
 QE2408
 QE2408.The orthometric height was scaled from a topographic map.
 QE2408
 QE2408.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2408
 QE2408.The geoid height was determined by GEOID03.
 QE2408
 QE2408;                    North         East     Units Scale Factor Converg.
 QE2408;SPC OR N     -   153,242.386 2,223,094.615   MT  0.99989934   -2 29 28.6
 QE2408;SPC OR N     -   502,763.73  7,293,617.50   iFT  0.99989934   -2 29 28.6
 QE2408;UTM  10      - 4,982,509.392   420,157.499   MT  0.99967839   -0 42 58.1
 QE2408
 QE2408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2408!SPC OR N     -   1.00000113  x   0.99989934  =   0.99990047
 QE2408!UTM  10      -   1.00000113  x   0.99967839  =   0.99967952
 QE2408
 QE2408:                Primary Azimuth Mark                     Grid Az
 QE2408:SPC OR N     -  RIVER                                    008 17 57.6
 QE2408:UTM  10      -  RIVER                                    006 31 27.1
 QE2408
 QE2408|---------------------------------------------------------------------|
 QE2408| PID    Reference Object                     Distance      Geod. Az  |
 QE2408|                                                           dddmmss.s |
 QE2408| RD2098 RIVER                               APPROX. 4.1 KM 0054829.0 |
 QE2408| CD9701 COMA RM 1                            15.306 METERS 02111     |
 QE2408| CD9702 COMA RM 2                            30.090 METERS 09614     |
 QE2408|---------------------------------------------------------------------|
 QE2408
 QE2408                          SUPERSEDED SURVEY CONTROL
 QE2408
 QE2408  NAD 83(1986)-  44 59 29.57962(N)    124 00 46.40040(W) AD(       ) 3
 QE2408  NAD 83(1986)-  44 59 29.58278(N)    124 00 46.39953(W) AD(       ) 3
 QE2408  NAD 27      -  44 59 30.21300(N)    124 00 41.98300(W) AD(       ) 3
 QE2408
 QE2408.Superseded values are not recommended for survey control.
 QE2408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2408.See file dsdata.txt to determine how the superseded data were derived.
 QE2408
 QE2408_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ2015782509(NAD 83)
 QE2408_MARKER: Z = SEE DESCRIPTION
 QE2408_SETTING: 0 = UNSPECIFIED SETTING
 QE2408
 QE2408  HISTORY     - Date     Condition        Report By
 QE2408  HISTORY     - 1927     MONUMENTED       CGS
 QE2408  HISTORY     - 1952     SEE DESCRIPTION  CGS
 QE2408  HISTORY     - 1955     SEE DESCRIPTION  BPR
 QE2408  HISTORY     - 1957     SEE DESCRIPTION  USGS
 QE2408
 QE2408                          STATION DESCRIPTION
 QE2408
 QE2408'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (GLB)
 QE2408'STATION IS LOCATED ON WECOMA BEACH ON SW CORNER OF LOT NO.20, ABOUT
 QE2408'2 METERS E OF THE BANK THAT FORMS HIGH-WATER LINE, ABOUT 1 MILE
 QE2408'N OF DELAKE.  ABOUT 1/2 MILE W OF ROOSEVELT HIGHWAY.
 QE2408'
 QE2408'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 QE2408'CONCRETE AT THE CENTER OF THE TOP OF A TILE WHICH IS EMBEDDED IN THE
 QE2408'GROUND.
 QE2408'
 QE2408'UNDERGROUND MARK IS A STANDARD BRONZE DISK SET IN CONCRETE, 3
 QE2408'FEET BELOW THE SURFACE.
 QE2408'
 QE2408'REFERENCE MARK NO.1 ON SE CORNER OF LOT NO.20.
 QE2408'
 QE2408'REFERENCE MARK NO.2 ON NW CORNER OF LOT NO.20.
 QE2408
 QE2408                          STATION RECOVERY (1952)
 QE2408
 QE2408'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (HGC)
 QE2408'STATION WAS RECOVERED IN POOR SHAPE.  THE BLUFF HAS ERODED AND
 QE2408'THE STATION MARK IS NOW ON THE EDGE OF THE BLUFF WITH HALF OF THE
 QE2408'CONCRETE MONUMENT EXPOSED.  THIS MARK WILL NOT LAST LONG.
 QE2408'
 QE2408'REFERENCE MARK 1 WAS NOT FOUND.  INQUIRY WAS MADE AND IT WAS
 QE2408'LEARNED FROM THE PARTY NEXT DOOR THAT THIS MARK WAS DESTROYED BY
 QE2408'CAVE-IN OF SE CORNER OF LOT 20.  MONUMENT EVIDENTLY COVERED BY
 QE2408'CAVE-IN.
 QE2408'
 QE2408'REFERENCE MARK 2 WAS RECOVERED IN FAIR SHAPE.
 QE2408'
 QE2408'DESCRIPTION WAS ADEQUATE.  HOWEVER A FEW CHANGES OCCURRED AND
 QE2408'A NEW DESCRIPTION FOLLOWS--
 QE2408'
 QE2408'STATION IS LOCATED ON WECOMA BEACH, ABOUT 1.0 MILE N OF OCEAN
 QE2408'LAKE, LINCOLN COUNTY, OREGON.  IT IS ABOUT 1/2 MILE W OF OREGON
 QE2408'COAST HIGHWAY (U.S. HIGHWAY 101), LOCATED AT THE TOP OF BLUFF ON
 QE2408'THE SW CORNER OF LOT 19, DIRECTLY ON BOUNDARY LINE OF LOTS 19
 QE2408'AND 20.  IT IS NOW IN POOR SHAPE AS MARK IS HALF-EXPOSED AND
 QE2408'WILL NOT LAST LONG.
 QE2408'
 QE2408'STATION MARK IS A STANDARD STATION DISK, SET IN CONCRETE, ENCASED
 QE2408'IN TILE, AND STAMPED COMA 1 27.  THE FIGURE (9) EVIDENTLY NOT
 QE2408'STAMPED ORIGINALLY.
 QE2408'
 QE2408'REFERENCE MARK 1 DESTROYED.
 QE2408'
 QE2408'REFERENCE MARK 2 IS A STANDARD REFERENCE DISK, SET IN CONCRETE
 QE2408'ENCASED IN TILE, AND STAMPED COMA 2 1 27.  THE FIGURE (9)
 QE2408'EVIDENTLY NOT STAMPED.  IT IS AT THE NE CORNER OF LOT 19 OR NW
 QE2408'CORNER OF LOT 20, DIRECTLY ON BOUNDARY LINE BETWEEN THE LOTS.  A
 QE2408'WOODEN FENCE NOW STRADDLES THIS MARK.  IT IS 30.09 METERS FROM
 QE2408'THE STATION.  CHECK WAS MADE ON DISTANCE TO REFERENCE MARK
 QE2408'2.  HOWEVER, NO CHECK WAS MADE ON DIRECTION.
 QE2408'
 QE2408'THIS STATION SHOULD BE CONSIDERED AS DOUBTFUL.
 QE2408
 QE2408                          STATION RECOVERY (1955)
 QE2408
 QE2408'RECOVERY NOTE BY US BUREAU OF PUBLIC ROADS 1955 (WLA)
 QE2408'STATION WASHED OUT TO SEA.
 QE2408'
 QE2408'UPON LOCATING R.M. NO. 2, WE SET A MAGNETIC BEARING WEST 60
 QE2408'+ OR - FEET TO THE APPROXIMATE POSITION OF THE STATION AND FOUND A
 QE2408'HOLE ABOUT 14 INCHES IN DIAMETER AT THE TOP OF A STEEP SAND BANK
 QE2408'WHERE A LOCAL RESIDENT SAID THE STATION WAS IN PLACE SOME 3
 QE2408'YEARS PAST, AT WECOMA BEACH.
 QE2408'
 QE2408'REFERENCE MARK NO. 2 STAMPED COMA NO 2 1927, WAS FOUND EXPOSED TO
 QE2408'A DEPTH OF ABOUT 3 FEET AND THE 3-INCH BRASS DISK IS IN
 QE2408'PLACE.  THE MONUMENT IS BEING USED AS THE CORNER PROPERTY MARKER
 QE2408'OF MR. BOONE AND THE BEACHCOMBER APTS. IN WECOMA BEACH.
 QE2408
 QE2408                          STATION RECOVERY (1957)
 QE2408
 QE2408'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 QE2408'STATION MARK AND REFERENCE MARK 1 PROBABLY DESTROYED BY BANK
 QE2408'SLOUGHING.
 QE2408'
 QE2408'REFERENCE MARK 2 FOUND IN LOOSE POST ON TOP OF GROUND.  IT FELL
 QE2408'OUT IN 1956 WHEN LOT WAS LEVELED.  RECOVERY PARTY DESTROYED
 QE2408'REFERENCE MARK 2.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2490 ***********************************************************************
 RD2490  DESIGNATION -  COMB
 RD2490  PID         -  RD2490
 RD2490  STATE/COUNTY-  OR/CLACKAMAS
 RD2490  USGS QUAD   -  OREGON CITY (1985)
 RD2490
 RD2490                         *CURRENT SURVEY CONTROL
 RD2490  ___________________________________________________________________
 RD2490* NAD 83(1991)-  45 22 21.24446(N)    122 32 59.11795(W)     ADJUSTED  
 RD2490* NAVD 88     -       178.     (meters)     584.     (feet)  SCALED    
 RD2490  ___________________________________________________________________
 RD2490  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 RD2490  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 RD2490  HORZ ORDER  -  FIRST
 RD2490
 RD2490.The horizontal coordinates were established by classical geodetic methods
 RD2490.and adjusted by the National Geodetic Survey in October 1991.
 RD2490
 RD2490.The orthometric height was scaled from a topographic map.
 RD2490
 RD2490.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2490
 RD2490.The geoid height was determined by GEOID03.
 RD2490
 RD2490;                    North         East     Units Scale Factor Converg.
 RD2490;SPC OR N     -   191,599.378 2,339,467.264   MT  0.99990090   -1 27 13.2
 RD2490;SPC OR N     -   628,606.88  7,675,417.53   iFT  0.99990090   -1 27 13.2
 RD2490;UTM  10      - 5,024,437.914   535,255.461   MT  0.99961528   +0 19 13.6
 RD2490
 RD2490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2490!SPC OR N     -   0.99997566  x   0.99990090  =   0.99987656
 RD2490!UTM  10      -   0.99997566  x   0.99961528  =   0.99959095
 RD2490
 RD2490:                Primary Azimuth Mark                     Grid Az
 RD2490:SPC OR N     -  COMB AZ MK                               086 34 50.4
 RD2490:UTM  10      -  COMB AZ MK                               084 48 23.6
 RD2490
 RD2490|---------------------------------------------------------------------|
 RD2490| PID    Reference Object                     Distance      Geod. Az  |
 RD2490|                                                           dddmmss.s |
 RD2490| CE2431 COMB AZ MK                                         0850737.2 |
 RD2490| CE2433 COMB RM 2                            22.323 METERS 18118     |
 RD2490| RD2488 OREGON CITY TANK                    APPROX. 4.9 KM 2290433.8 |
 RD2490| RD2622 OSWEGO WATER TANK                   APPROX. 9.2 KM 2823155.9 |
 RD2490| RD2459 PORTLAND RAD STA KEX WEST MAST      APPROX. 5.7 KM 3452114.3 |
 RD2490| RD2458 PORTLAND RAD STA KEX CEN MAST       APPROX. 5.7 KM 3455719.9 |
 RD2490| RD2457 PORTLAND RAD STA KEX EAST MAST      APPROX. 5.7 KM 3470004.8 |
 RD2490| CE2432 COMB RM 1                            22.122 METERS 35859     |
 RD2490|---------------------------------------------------------------------|
 RD2490
 RD2490                          SUPERSEDED SURVEY CONTROL
 RD2490
 RD2490  NAD 83(1986)-  45 22 21.26287(N)    122 32 59.12618(W) AD(       ) 1
 RD2490  NAD 27      -  45 22 21.82558(N)    122 32 54.79954(W) AD(       ) 1
 RD2490
 RD2490.Superseded values are not recommended for survey control.
 RD2490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2490.See file dsdata.txt to determine how the superseded data were derived.
 RD2490
 RD2490_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER3525524438(NAD 83)
 RD2490_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RD2490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD2490
 RD2490  HISTORY     - Date     Condition        Report By
 RD2490  HISTORY     - 1962     MONUMENTED       CGS
 RD2490  HISTORY     - 1978     SEE DESCRIPTION  NGS
 RD2490
 RD2490                          STATION DESCRIPTION
 RD2490
 RD2490'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 RD2490'THE STATION IS 3 MILES NORTHEAST OF OREGON CITY AND JUST EAST OF
 RD2490'A NORTH-SOUTH FENCE LINE BETWEEN TWO OPEN FIELDS ON PROPERTY
 RD2490'OWNED BY MR. ADOLPH JOHNSON, 949 N.E. 31ST AVENUE PORTLAND, OREGON.
 RD2490'
 RD2490'TO REACH THE STATION FROM THE POST OFFICE IN OREGON CITY GO
 RD2490'NORTHEAST AND NORTH ON STATE HIGHWAY 212 FOR 0.9 MILE TO REDLAND
 RD2490'ROAD, TURN RIGHT AND GO EAST AND NORTH ON REDLAND ROAD FOR 0.5 MILE
 RD2490'TO A FORK, TAKE LEFT FORK, HOLCOMB ROAD, AND GO 2.2 MILES TO
 RD2490'A SIDE ROAD LEFT, TURN LEFT ON HILLTOP ROAD AND GO NORTH FOR
 RD2490'0.3 MILE TO THE HILLTOP FARM ON THE RIGHT AND A BOARD GATE AND
 RD2490'AZIMUTH MARK ON THE LEFT.  TURN LEFT, PASSING THRU THE BOARD
 RD2490'GATE AND FOLLOW THE TRACK ROAD WEST ACROSS THE FIELD FOR 0.2
 RD2490'MILE TO THE STATION.
 RD2490'
 RD2490'THE STATION MARK, STAMPED COMB 1962, IS A STANDARD DISK SET IN
 RD2490'THE TOP OF A CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT
 RD2490'IS 1 FOOT EAST OF THE NORTH-SOUTH FENCE LINE.
 RD2490'
 RD2490'REFERENCE MARK NO. 1, STAMPED COMB NO 1 1962, IS A STANDARD DISK
 RD2490'SET IN THE TOP OF A CONCRETE MONUMENT THAT IS FLUSH WITH THE
 RD2490'GROUND.  IT IS 6 INCHES EAST OF THE NORTH-SOUTH FENCE LINE.
 RD2490'
 RD2490'REFERENCE MARK NO. 2, STAMPED COMB NO 2 1962, IS A STANDARD
 RD2490'DISK SET IN THE TOP OF CONCRETE MONUMENT THAT IS FLUSH WITH
 RD2490'THE GROUND.  IT IS 1 FOOT EAST OF THE NORTH-SOUTH FENCE LINE.
 RD2490'
 RD2490'THE AZIMUTH MARK, STAMPED COMB 1962, IS A STANDARD DISK SET IN
 RD2490'THE TOP OF A CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT
 RD2490'IS 22 FEET WEST OF THE CENTER OF HILLTOP ROAD, 11 FEET SOUTH OF
 RD2490'THE CENTER OF THE BOARD GATE, 2.5 FEET WEST OF A NORTH-SOUTH
 RD2490'FENCE LINE AND 2.5 FEET NORTH OF THE WITNESS POST.
 RD2490
 RD2490                          STATION RECOVERY (1978)
 RD2490
 RD2490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 RD2490'THE STATION MARK, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK
 RD2490'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  BRUSH, AND BRIARS
 RD2490'HAVE GROWN IN THE FENCE LINE, AND IT WOULD TAKE EXTENSIVE
 RD2490'CLEARING TO CLEAR TO THE MARKS.  LANDMARKS HAVE CHANGED.  A NEW
 RD2490'TO REACH FOLLOWS.
 RD2490'
 RD2490'TO REACH THE STATION FROM THE OREGON CITY POST OFFICE, GO
 RD2490'NORTHEAST ON WASHINGTON STREET FOR 0.2 MILE TO A CROSSROAD,
 RD2490'TURN RIGHT, AS PER SIGN, REDLAND, AND GO EAST FOR 0.5 MILE TO A
 RD2490'SIDE ROAD RIGHT, CONTINUE STRAIGHT AHEAD, UPGRADE, NORTHEAST
 RD2490'ON S. HOLCOMB BLVD. FOR 2.0 MILES TO MILEPOST NO. 2, CONTINUE
 RD2490'EAST FOR 0.25 MILE TO A SIDE ROAD LEFT, TURN LEFT, AND GO NORTH
 RD2490'ON HILLTOP ROAD FOR 0.3 MILE TO THE GRAYS RESIDENCE ON THE
 RD2490'RIGHT, A WIRE GATE, AND THE AZIMUTH MARK ON THE LEFT, WITH
 RD2490'THE PERMISSION FROM THE LAND OWNER, MRS. JOHNSON, GO WEST
 RD2490'ACROSS THE FIELD FOR 0.2 MILE TO THE NORTH-SOUTH FENCE LINE,
 RD2490'AND THE STATION.
 RD2490'
 RD2490'A METAL WITNESS POST WAS PLACED 1-FOOT SOUTH OF THE STATION MARK.
 RD2490'
 RD2490'A METAL WITNESS POST WAS PLACED 3-FEET SOUTH OF THE AZIMUTH
 RD2490'MARK, AND SIGNAL CLOTH WAS TIED IN THE FENCE NEAR EACH MARK.
 RD2490'
 RD2490'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RD2490'3 MILES EAST OF OREGON CITY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0779 ***********************************************************************
 PB0779  DESIGNATION -  COMPANY BUTTE
 PB0779  PID         -  PB0779
 PB0779  STATE/COUNTY-  OR/DESCHUTES
 PB0779  USGS QUAD   -  FUZZTAIL BUTTE (1981)
 PB0779
 PB0779                         *CURRENT SURVEY CONTROL
 PB0779  ___________________________________________________________________
 PB0779* NAD 83(1991)-  43 48 00.86825(N)    121 09 09.06982(W)     ADJUSTED  
 PB0779* NAVD 88     -      1846.5    (meters)    6058.     (feet)  VERTCON   
 PB0779  ___________________________________________________________________
 PB0779  LAPLACE CORR-          -3.11  (seconds)                    DEFLEC99
 PB0779  GEOID HEIGHT-         -20.26  (meters)                     GEOID03
 PB0779  HORZ ORDER  -  THIRD
 PB0779
 PB0779.The horizontal coordinates were established by classical geodetic methods
 PB0779.and adjusted by the National Geodetic Survey in October 1991.
 PB0779
 PB0779.The NAVD 88 height was computed by applying the VERTCON shift value to
 PB0779.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PB0779
 PB0779.The Laplace correction was computed from DEFLEC99 derived deflections.
 PB0779
 PB0779.The geoid height was determined by GEOID03.
 PB0779
 PB0779;                    North         East     Units Scale Factor Converg.
 PB0779;SPC OR S     -   237,213.502 1,447,491.505   MT  0.99995537   -0 26 47.1
 PB0779;SPC OR S     -   778,259.52  4,748,987.88   iFT  0.99995537   -0 26 47.1
 PB0779;UTM  10      - 4,851,345.173   648,617.290   MT  0.99987167   +1 16 44.3
 PB0779
 PB0779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PB0779!SPC OR S     -   0.99971371  x   0.99995537  =   0.99966909
 PB0779!UTM  10      -   0.99971371  x   0.99987167  =   0.99958541
 PB0779
 PB0779|---------------------------------------------------------------------|
 PB0779| PID    Reference Object                     Distance      Geod. Az  |
 PB0779|                                                           dddmmss.s |
 PB0779| CS4161 COMPANY                              17.505 METERS 01125     |
 PB0779| PB0691 PINE                                APPROX.18.0 KM 0820958.0 |
 PB0779| CS4160 COMPANY BUTTE RM 1                   12.418 METERS 24613     |
 PB0779|---------------------------------------------------------------------|
 PB0779
 PB0779                          SUPERSEDED SURVEY CONTROL
 PB0779
 PB0779  NAD 83(1986)-  43 48 00.86806(N)    121 09 09.07844(W) AD(       ) 3
 PB0779  NGVD 29 (04/26/90) 1845.2    (m)         6054.     (f) VERT ANG    3  
 PB0779
 PB0779.Superseded values are not recommended for survey control.
 PB0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0779.See file dsdata.txt to determine how the superseded data were derived.
 PB0779
 PB0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP4861751345(NAD 83)
 PB0779_MARKER: DS = TRIANGULATION STATION DISK
 PB0779_SETTING: 80 = SET IN A BOULDER
 PB0779_SP_SET: SET IN DRILL HOLE IN A BOULDER
 PB0779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0779+STABILITY: SURFACE MOTION
 PB0779
 PB0779  HISTORY     - Date     Condition        Report By
 PB0779  HISTORY     - 1966     MONUMENTED       USGS
 PB0779
 PB0779                          STATION DESCRIPTION
 PB0779
 PB0779'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 PB0779'LOCATED ABOUT 20 MI SSE. OF BEND, 17 MI SW. OF MILLICAN, 6 MI NE.
 PB0779'OF EAST LAKE.  ON HIGHEST PART OF CINDER HILL CALLED COMPANY
 PB0779'BUTTE.
 PB0779'
 PB0779'TO REACH FROM JCT. OF U.S. HWYS. 20 AND 97 IN BEND, DRIVE 3.9 MI
 PB0779'S. ON U.S. HWY. 97 TO STOPLIGHT AT INTERSECTION OF U.S. HWY. 97
 PB0779'AND LOGGING RD. 1821.  TURN LEFT FOLLOWING LOGGING RD. 19.3 MI SE.
 PB0779'TO INTERSECTION OF RD. 1821 WITH RD. 2014.  TURN RIGHT ON RD. 2014
 PB0779'1.7 MI TO RD. FORK.  TAKE RIGHT FORK 0.6 MI TO RD. FORK.  TAKE LEFT
 PB0779'FORK ABOUT 1 MI TO BASE OF COMPANY BUTTE.  BUTTE MAY BE CLIMBED
 PB0779'FROM ANY SIDE BUT TRUCK CAN BE DRIVEN CLOSER ON SOUTH SIDE.  CLIMB
 PB0779'BUTTE TO HIGHEST POINT AND STATION.  A 25-MINUTE PACK.
 PB0779'
 PB0779'STATION MARK--STANDARD TABLET STAMPED---COMPANY BUTTE 1966---,
 PB0779'CEMENTED IN DRILL HOLE IN BURIED BOULDER.
 PB0779'
 PB0779'RM 1--STANDARD RM TABLET STAMPED---NO 1 1966---, CEMENTED IN DRILL
 PB0779'HOLE IN BEDROCK.
 PB0779'
 PB0779'RM 2--USDA DISK STAMPED---COMPANY 1951---, CEMENTED IN DRILL HOLE
 PB0779'IN LARGE BOULDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2632 ***********************************************************************
 RD2632  DESIGNATION -  CON
 RD2632  PID         -  RD2632
 RD2632  STATE/COUNTY-  OR/CLACKAMAS
 RD2632  USGS QUAD   -  LAKE OSWEGO (1984)
 RD2632
 RD2632                         *CURRENT SURVEY CONTROL
 RD2632  ___________________________________________________________________
 RD2632* NAD 83(1991)-  45 24 11.73662(N)    122 38 40.65845(W)     ADJUSTED  
 RD2632* NAVD 88     -         7.     (meters)      23.     (feet)  VERTCON   
 RD2632  ___________________________________________________________________
 RD2632  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 RD2632  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 RD2632  HORZ ORDER  -  SECOND
 RD2632
 RD2632.The horizontal coordinates were established by classical geodetic methods
 RD2632.and adjusted by the National Geodetic Survey in October 1991.
 RD2632
 RD2632.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD2632.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD2632
 RD2632.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2632
 RD2632.The geoid height was determined by GEOID03.
 RD2632
 RD2632;                    North         East     Units Scale Factor Converg.
 RD2632;SPC OR N     -   195,201.835 2,332,129.286   MT  0.99990294   -1 31 15.4
 RD2632;SPC OR N     -   640,425.97  7,651,342.80   iFT  0.99990294   -1 31 15.4
 RD2632;UTM  10      - 5,027,810.498   527,811.632   MT  0.99960951   +0 15 11.0
 RD2632
 RD2632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2632!SPC OR N     -   1.00000246  x   0.99990294  =   0.99990540
 RD2632!UTM  10      -   1.00000246  x   0.99960951  =   0.99961197
 RD2632
 RD2632:                Primary Azimuth Mark                     Grid Az
 RD2632:SPC OR N     -  WIL                                      132 45 37.4
 RD2632:UTM  10      -  WIL                                      130 59 11.0
 RD2632
 RD2632|---------------------------------------------------------------------|
 RD2632| PID    Reference Object                     Distance      Geod. Az  |
 RD2632|                                                           dddmmss.s |
 RD2632| RD2474 WIL                                 APPROX. 2.2 KM 1311422.0 |
 RD2632|---------------------------------------------------------------------|
 RD2632
 RD2632                          SUPERSEDED SURVEY CONTROL
 RD2632
 RD2632  NAD 83(1986)-  45 24 11.75539(N)    122 38 40.66656(W) AD(       ) 2
 RD2632  NAD 27      -  45 24 12.32572(N)    122 38 36.32923(W) AD(       ) 2
 RD2632  NGVD 29 (07/19/86)    6.     (m)           20.     (f) VERT ANG    3  
 RD2632
 RD2632.Superseded values are not recommended for survey control.
 RD2632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2632.See file dsdata.txt to determine how the superseded data were derived.
 RD2632
 RD2632_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER2781227810(NAD 83)
 RD2632_MARKER: Z = SEE DESCRIPTION
 RD2632_SETTING: 0 = UNSPECIFIED SETTING
 RD2632_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD2632
 RD2632  HISTORY     - Date     Condition        Report By
 RD2632  HISTORY     - 1962     MONUMENTED       CGS
 RD2632  HISTORY     - 1972     SEE DESCRIPTION  NGS
 RD2632
 RD2632                          STATION DESCRIPTION
 RD2632
 RD2632'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 RD2632'THE STATION IS LOCATED ON THE EAST BANK OF THE WILLAMETTE RIVER,
 RD2632'IN THE SOUTHWEST CORNER OF OAK GROVE, 0.15 MILE NORTH OF ROCKY
 RD2632'ISLAND, AND 3/4 MILE SOUTHEAST OF RIVER FOREST LAKE.
 RD2632'
 RD2632'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 99E
 RD2632'AND RIVER ROAD IN GLADSTONE, GO NORTH ON RIVER ROAD FOR 2.9
 RD2632'MILES TO RISLEY AVENUE.  TURN LEFT, WEST, AND FOLLOW RISLEY
 RD2632'AVENUE FOR 0.15 MILE, THENCE TURN LEFT, SOUTH, FOR 0.05 MILE
 RD2632'TO A GREEN GARAGE AND THE END OF TRUCK TRAVEL.  FOLLOW THE
 RD2632'SIDEWALK AROUND THE SOUTH SIDE OF A HOUSE, DOWN THE ROCK STEPS,
 RD2632'AND ACROSS THE LAWN TO THE WEST EDGE OF THE LAWN AND THE
 RD2632'STATION.
 RD2632'
 RD2632'THE STATION MARK, STAMPED TRAVERSE CON 1962, IS A STANDARD DISK
 RD2632'WITH THE WORD TRIANGULATION OBLITERATED, AND CEMENTED IN A
 RD2632'DRILL HOLE IN A BOULDER THAT PROJECTS 2 INCHES.  IT IS 4.0 FEET
 RD2632'NORTH OF A ROCK CAIRN.
 RD2632
 RD2632                          STATION RECOVERY (1972)
 RD2632
 RD2632'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LDF)
 RD2632'THE STATION WAS RECOVERED AS DESCRIBED BY N.E. SYLAR IN 1962 AND
 RD2632'FOUND IN GOOD CONDITION.  THE TO REACH IS ADEQUATE.
 RD2632'
 RD2632'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RD2632'SOUTHWEST SECTION OF OAK GROVE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2685 ***********************************************************************
 RD2685  DESIGNATION -  CONDA
 RD2685  PID         -  RD2685
 RD2685  STATE/COUNTY-  OR/MARION
 RD2685  USGS QUAD   -  GERVAIS (1985)
 RD2685
 RD2685                         *CURRENT SURVEY CONTROL
 RD2685  ___________________________________________________________________
 RD2685* NAD 83(1991)-  45 04 27.06210(N)    122 58 41.31657(W)     ADJUSTED  
 RD2685* NAVD 88     -        53.     (meters)     174.     (feet)  VERTCON   
 RD2685  ___________________________________________________________________
 RD2685  LAPLACE CORR-          -3.98  (seconds)                    DEFLEC99
 RD2685  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 RD2685  HORZ ORDER  -  SECOND
 RD2685
 RD2685.The horizontal coordinates were established by classical geodetic methods
 RD2685.and adjusted by the National Geodetic Survey in October 1991.
 RD2685
 RD2685.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD2685.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD2685
 RD2685.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2685
 RD2685.The geoid height was determined by GEOID03.
 RD2685
 RD2685;                    North         East     Units Scale Factor Converg.
 RD2685;SPC OR N     -   159,397.314 2,304,909.433   MT  0.99989594   -1 45 26.9
 RD2685;SPC OR N     -   522,957.07  7,562,038.82   iFT  0.99989594   -1 45 26.9
 RD2685;UTM  10      - 4,991,191.579   501,720.403   MT  0.99960004   +0 00 55.7
 RD2685
 RD2685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2685!SPC OR N     -   0.99999528  x   0.99989594  =   0.99989122
 RD2685!UTM  10      -   0.99999528  x   0.99960004  =   0.99959532
 RD2685
 RD2685:                Primary Azimuth Mark                     Grid Az
 RD2685:SPC OR N     -  HAHN                                     267 54 57.5
 RD2685:UTM  10      -  HAHN                                     266 08 34.9
 RD2685
 RD2685|---------------------------------------------------------------------|
 RD2685| PID    Reference Object                     Distance      Geod. Az  |
 RD2685|                                                           dddmmss.s |
 RD2685| CE2628 HAHN                                               2660930.6 |
 RD2685|---------------------------------------------------------------------|
 RD2685
 RD2685                          SUPERSEDED SURVEY CONTROL
 RD2685
 RD2685  NAD 83(1986)-  45 04 27.08559(N)    122 58 41.32885(W) AD(       ) 2
 RD2685  NAD 27      -  45 04 27.65586(N)    122 58 36.98250(W) AD(       ) 2
 RD2685  NGVD 29 (07/19/86)   52.     (m)          171.     (f) VERT ANG    3  
 RD2685
 RD2685.Superseded values are not recommended for survey control.
 RD2685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2685.See file dsdata.txt to determine how the superseded data were derived.
 RD2685
 RD2685_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ0172091192(NAD 83)
 RD2685_MARKER: Z = SEE DESCRIPTION
 RD2685_SETTING: 0 = UNSPECIFIED SETTING
 RD2685
 RD2685  HISTORY     - Date     Condition        Report By
 RD2685  HISTORY     - 1972     MONUMENTED       OR-047
 RD2685
 RD2685                          STATION DESCRIPTION
 RD2685
 RD2685'DESCRIBED BY MARION COUNTY OREGON 1972 (ADG)
 RD2685'THE STATION IS LOCATED ABOUT 1.0 MILE WEST AND 1.7 MILE NORTH
 RD2685'OF THE CITY OF BROOKS AND SITUATED IN THE S.W. 1/4 OF THE S.E. 1/4
 RD2685'OF SECTION 6, TOWNSHIP 6 SOUTH, RANGE 2 WEST, WILLAMETTE
 RD2685'MERIDIAN, MARION COUNTY, OREGON.
 RD2685'
 RD2685'TO REACH THE STATION FROM THE BROOKS INTERCHANGE ON I-5 FREEWAY,
 RD2685'GO WEST ON COUNTY ROAD NO. 609 (HOPMERS ROAD) FOR 0.65 MILE TO
 RD2685'MARKET ROAD NO. 36, ACROSS THE RAILROAD TRACKS.  TURN RIGHT
 RD2685'(NORTH) ON MARKET ROAD NO. 36 AND GO A DISTANCE OF 18 MILES TO
 RD2685'THE INTERSECTION WITH COUNTY ROAD NO. 602 AND STATION MARK.
 RD2685'POINT IS THE MIDDLE OF THE INTERSECTION OF THE TWO ROADS.  THIS
 RD2685'PLACE IS KNOWN LOCALLY AS WACONDA.  THE IRVING JOHNSON HOUSE SITS
 RD2685'TO THE SOUTHEAST OF STATION.  POINT IS 1.0 MILE WEST OF I-5
 RD2685'FREEWAY OVERPASS.
 RD2685'
 RD2685'THE STATION MARK IS A MARION COUNTY BRASS DISK STAMPED MARION
 RD2685'COUNTY.  T6S, R2W.  M.R. 36.  C.R. 602, SET IN THE TOP OF AN 8
 RD2685'INCH CYLINDRICAL CONCRETE POST AND 7 INCHES BELOW THE SURFACE OF
 RD2685'THE PAVEMENT.  A MARION COUNTY CAST IRON BOX ENCASES THE TOP OF
 RD2685'THE CONCRETE POST AND HAS A METAL COVER EMBOSSED WITH THE WORDS
 RD2685'MARION COUNTY MONUMENT.  THERE IS NO UNDERGROUND STATION MARK
 RD2685'FOR THIS STATION.
 RD2685'
 RD2685'AZIMUTH MARK IS STATION HAHN WHICH IS 0.20 MILE WEST OF STATION
 RD2685'CONDA AND IS THE EAST END OF THE FIRST CURVE WEST OF WACONDA
 RD2685'INTERSECTION.  POINT IS CENTERLINE STATION P.T. 99+91.31.  POINT
 RD2685'IS 131.89 FEET EAST OF A PROPERTY LINE TO THE NORTH OF ROAD.  THE
 RD2685'AZIMUTH MARK IS A MARION COUNTY BRASS DISK STAMPED MARION
 RD2685'COUNTY.  T6S, R2W.  C.R. 602.  P.T. 99 + 91.31, SET IN THE TOP
 RD2685'OF AN 8 INCH CYLINDRICAL CONCRETE POST AND 7 INCHES BELOW THE
 RD2685'SURFACE OF THE PAVEMENT.  A MARION COUNTY CAST IRON BOX ENCASES
 RD2685'THE TOP OF THE CONCRETE POST AND HAS A METAL COVER EMBOSSED
 RD2685'WITH THE WORDS MARION COUNTY MONUMENT.  THERE IS NO UNDERGROUND
 RD2685'STATION MARK FOR THIS AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC0611 ***********************************************************************
 SC0611  DESIGNATION -  CONDIT RESET
 SC0611  PID         -  SC0611
 SC0611  STATE/COUNTY-  OR/CLATSOP
 SC0611  USGS QUAD   -  GEARHART (1973)
 SC0611
 SC0611                         *CURRENT SURVEY CONTROL
 SC0611  ___________________________________________________________________
 SC0611* NAD 83(1991)-  46 03 24.05080(N)    123 55 00.11141(W)     ADJUSTED  
 SC0611* NAVD 88     -        20.911  (meters)      68.61   (feet)  ADJUSTED  
 SC0611  ___________________________________________________________________
 SC0611  X           -  -2,473,993.888 (meters)                     COMP
 SC0611  Y           -  -3,679,374.605 (meters)                     COMP
 SC0611  Z           -   4,569,620.032 (meters)                     COMP
 SC0611  LAPLACE CORR-          16.14  (seconds)                    DEFLEC99
 SC0611  ELLIP HEIGHT-          -2.410 (meters)          (10/15/91) ADJUSTED
 SC0611  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 SC0611  DYNAMIC HT  -          20.913 (meters)      68.61  (feet)  COMP
 SC0611  MODELED GRAV-     980,705.9   (mgal)                       NAVD 88
 SC0611
 SC0611  HORZ ORDER  -  SECOND
 SC0611  VERT ORDER  -  FIRST     CLASS II
 SC0611  ELLP ORDER  -  FOURTH    CLASS I
 SC0611
 SC0611.The horizontal coordinates were established by classical geodetic methods
 SC0611.and adjusted by the National Geodetic Survey in October 1991.
 SC0611
 SC0611.The orthometric height was determined by differential leveling
 SC0611.and adjusted in June 1991.
 SC0611
 SC0611.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SC0611
 SC0611.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC0611
 SC0611.The ellipsoidal height was determined by GPS observations
 SC0611.and is referenced to NAD 83.
 SC0611
 SC0611.The geoid height was determined by GEOID03.
 SC0611
 SC0611.The dynamic height is computed by dividing the NAVD 88
 SC0611.geopotential number by the normal gravity value computed on the
 SC0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0611.degrees latitude (g = 980.6199 gals.).
 SC0611
 SC0611.The modeled gravity was interpolated from observed gravity values.
 SC0611
 SC0611;                    North         East     Units Scale Factor Converg.
 SC0611;SPC OR N     -   271,184.979 2,235,676.578   MT  1.00001491   -2 25 23.1
 SC0611;SPC OR N     -   889,714.50  7,334,896.91   iFT  1.00001491   -2 25 23.1
 SC0611;UTM  10      - 5,100,753.601   429,090.604   MT  0.99966181   -0 39 36.3
 SC0611
 SC0611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC0611!SPC OR N     -   1.00000038  x   1.00001491  =   1.00001529
 SC0611!UTM  10      -   1.00000038  x   0.99966181  =   0.99966219
 SC0611
 SC0611:                Primary Azimuth Mark                     Grid Az
 SC0611:SPC OR N     -  CONDIT AZ MK                             161 24 27.4
 SC0611:UTM  10      -  CONDIT AZ MK                             159 38 40.6
 SC0611
 SC0611|---------------------------------------------------------------------|
 SC0611| PID    Reference Object                     Distance      Geod. Az  |
 SC0611|                                                           dddmmss.s |
 SC0611| CE3022 CONDIT AZ MK                                       1585904.3 |
 SC0611| SC0612 CONDIT RM 1                          19.882 METERS 21054     |
 SC0611| CE3023 CONDIT RM 2                          16.288 METERS 34411     |
 SC0611|---------------------------------------------------------------------|
 SC0611
 SC0611                          SUPERSEDED SURVEY CONTROL
 SC0611
 SC0611  NAD 83(1986)-  46 03 24.07355(N)    123 55 00.09109(W) AD(       ) 2
 SC0611  NAD 27      -  46 03 24.70305(N)    123 54 55.59039(W) AD(       ) 2
 SC0611  NGVD 29 (??/??/92)   19.808  (m)           64.99   (f) ADJ UNCH    1 2
 SC0611
 SC0611.Superseded values are not recommended for survey control.
 SC0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0611.See file dsdata.txt to determine how the superseded data were derived.
 SC0611
 SC0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2909100754(NAD 83)
 SC0611_MARKER: DS = TRIANGULATION STATION DISK
 SC0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0611_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SC0611_STAMPING: CONDIT 1874
 SC0611_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SC0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0611+STABILITY: SURFACE MOTION
 SC0611_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC0611+SATELLITE: SATELLITE OBSERVATIONS - 1986
 SC0611
 SC0611  HISTORY     - Date     Condition        Report By
 SC0611  HISTORY     - 1934     MONUMENTED       ORGS
 SC0611  HISTORY     - 1930     GOOD             NGS
 SC0611  HISTORY     - 1941     GOOD             CGS
 SC0611  HISTORY     - 1942     GOOD             CGS
 SC0611  HISTORY     - 1958     GOOD             CGS
 SC0611  HISTORY     - 1966     GOOD             CGS
 SC0611  HISTORY     - 1971     GOOD             NGS
 SC0611  HISTORY     - 1977     GOOD             NGS
 SC0611  HISTORY     - 1977     GOOD             NGS
 SC0611  HISTORY     - 1981     GOOD             NOS
 SC0611  HISTORY     - 1984     GOOD             USPSQD
 SC0611  HISTORY     - 1986     GOOD             NGS
 SC0611  HISTORY     - 1987     MARK NOT FOUND   NGS
 SC0611  HISTORY     - 20010901 GOOD             USPSQD
 SC0611
 SC0611                          STATION DESCRIPTION
 SC0611
 SC0611'DESCRIBED BY OREGON GEODETIC SURVEY 1934
 SC0611'STATION IS ABOUT 2.25 MILES N OF GEARHART, ON THE SECOND RIDGE W
 SC0611'OF THE OREGON COAST HIGHWAY.
 SC0611'
 SC0611'THE STATION IS MARKED BY A STANDARD DISK IN THE TOP OF A SQUARE
 SC0611'CONCRETE PIER.
 SC0611'
 SC0611'THE UNDERGROUND MARK CONSISTS OF THE ORIGINAL STATION MARK OF
 SC0611'1874, A DRILL HOLE IN A BOULDER, WHICH WAS LOWERED ABOUT 2 FEET ON
 SC0611'THE SAME CENTER IN 1934.
 SC0611'
 SC0611'A REFERENCE MARK CONSISTING OF A STANDARD DISK IN A ROUND CONCRETE
 SC0611'PIER, IN THE FENCE LINE ON THE W, IS 19.90 METERS (65.29 FEET)
 SC0611'SW OF THE STATION, AND IS 01 DEG E OF THE LINE TO TILLAMOOK ROCK
 SC0611'LIGHTHOUSE.  THE REFERENCE MARK WAS INSTALLED IN 1934 AND IS
 SC0611'STAMPED WITH THAT DATE.
 SC0611'
 SC0611'THE STATION IS BEST REACHED BY TURNING W OFF THE HIGHWAY THROUGH
 SC0611'A CUT IN THE FIRST RIDGE, AT A POINT 0.8 MILE N OF THE ENTRANCE
 SC0611'TO OCEAN HOME FARM.  THERE IS A FARM SHED ABOUT 100 FEET W OF THE
 SC0611'HIGHWAY, AND THE STATION BEARS TO THE SW FROM THE SHED, ON A HILL,
 SC0611'ABOUT 500 FEET AWAY.  THE STATION IS 155 FEET S OF AN E-W FENCE,
 SC0611'DIVIDING IN HALF THE LEWIS H. HUDSON DONATION LAND CLAIM.  IT IS
 SC0611'IN A MEADOW, 36 FEET E OF A N-S FENCE, AND ABOUT 350 FEET W OF
 SC0611'THE PACIFIC POWER AND LIGHT COMPANY TRANSMISSION LINE AT A
 SC0611'POINT ABOUT MIDWAY BETWEEN POLES 3/38 AND 3/39.
 SC0611
 SC0611                          STATION RECOVERY (1930)
 SC0611
 SC0611'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1930
 SC0611'2.5 MI N FROM GEARHART.
 SC0611'REACHED FROM THE GEARHART POST OFFICE BY GOING EAST ON PACIFIC WAY FOR
 SC0611'0.4 MILE TO U. S. HIGHWAY, 101, TURN LEFT, AND GO NORTH ON U. S.
 SC0611'HIGHWAY 101 FOR 2.3 MILES TO A MACADAN ROAD LEFT, TURN LEFT, WEST, FOR
 SC0611'200 FEET TO A WIRE GATE ON THE LEFT, TURN LEFT, PASS THRU THE GATE,
 SC0611'AND GO SOUTHWEST ACROSS THE PASTURE FOR 0.15 MILE TO THE MARK, 0.1
 SC0611'MILE WEST OF U. S. HIGHWAY 101 300 FEET WEST OF THE POWER LINE, AND
 SC0611'65.25 FEET NORTHEAST OF R.M. 1 CONDIT, SET IN A 12-INCH SQUARE
 SC0611'CONCRETE MONUMENT THAT PROJECTS 2-INCHES.
 SC0611
 SC0611                          STATION RECOVERY (1941)
 SC0611
 SC0611'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (LAM)
 SC0611'THE U.S.C. AND G.S. LEVEL PARTY RECOVERED THE MARKS IN
 SC0611'1941.  FOLLOWING ARE THE BENCH MARK DESCRIPTIONS--
 SC0611'
 SC0611'TRIANGULATION STATION CONDIT--ABOUT 4.8 MILES N OF SEASIDE ON
 SC0611'OREGON COAST HIGHWAY, THENCE W AND SW ON LANE AND THROUGH FIELD
 SC0611'ABOUT 0.15 MILE TO SECOND RIDGE W OF HIGHWAY, ABOUT 155 FEET S
 SC0611'OF E-W FENCE, 38 FEET E OF N-S FENCE, IN MEADOW.  DISK STAMPED
 SC0611'CONDIT 1874 IN CONCRETE POST.
 SC0611'
 SC0611'REFERENCE MARK CONDIT--ABOUT 4.8 MILES N OF SEASIDE ON OREGON
 SC0611'COAST HIGHWAY, THENCE W AND SW ON LAND AND THROUGH FIELD ABOUT
 SC0611'0.15 MILE TO SECOND RIDGE W OF HIGHWAY, ABOUT 400 FEET W OF POWER
 SC0611'TRANSMISSION LINE, 65 FEET SW OF TRIANGULATION STATION CONDIT, IN
 SC0611'FENCE LINE.  DISK STAMPED CONDIT REF 1934 IN CONCRETE POST.
 SC0611
 SC0611                          STATION RECOVERY (1942)
 SC0611
 SC0611'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (JCP)
 SC0611'STATION IS 2-3/4 MILES, AIRLINE, N OF GEARHART, 4-1/2 MILES S OF
 SC0611'CAMP CLATSOP, 3/4 MILE E FROM THE COAST, AND ON THE SECOND RIDGE
 SC0611'W OF U.S. ROUTE 101.  IT IS ABOUT THE HIGHEST GRASSY RIDGE IN
 SC0611'THIS IMMEDIATE VICINITY.
 SC0611'
 SC0611'TO REACH FROM GEARHART SERVICE STATION AND AUTO CAMP, WHICH IS
 SC0611'ABOUT 100 FEET N OF THE S ROAD TO GEARHART, ON U.S. HIGHWAY
 SC0611'101.  GO N ON U.S. HIGHWAY 101 FOR 2.1 MILES TO A ROAD TO THE
 SC0611'LEFT.  TURN LEFT (W) HERE AND GO UPGRADE ABOUT 150 FEET TO A
 SC0611'FARMHOUSE GATE, PASS THROUGH THE GATE AND GO N ABOUT 100 FEET,
 SC0611'THENCE W THROUGH ANOTHER GATE AND GO NW UP THE RIDGE ABOUT 100
 SC0611'YARDS TO TOP OF RIDGE, THENCE N ALONG RIDGE ABOUT 0.2 MILE TO
 SC0611'STATION.  IT IS ABOUT 80 FEET W OF A FENCE LINE.
 SC0611'
 SC0611'STATION IS A BRONZE STATION MARK SET IN CONCRETE.  IT IS STAMPED
 SC0611'CONDIT 1874.
 SC0611'
 SC0611'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A CONCRETE
 SC0611'CYLINDER.  IT IS SW OF AND ABOUT THE SAME LEVEL AS STATION.  IT IS
 SC0611'STAMPED CONDIT REF 1 1934.
 SC0611'
 SC0611'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN CONCRETE.  IT
 SC0611'IS N OF AND ABOUT 1 FOOT LOWER THAN STATION.  IT IS STAMPED
 SC0611'CONDIT NO 2 1942.
 SC0611'
 SC0611'AZIMUTH MARK IS A BRONZE DISK SET IN CONCRETE.  IT IS ABOUT
 SC0611'1/2 MILE SE OF STATION, IS 30 FEET E OF CENTER LINE OF
 SC0611'U.S. HIGHWAY 101, AND IS 3 FEET W OF A FENCE LINE.  IT IS STAMPED
 SC0611'CONDIT 1942.
 SC0611
 SC0611                          STATION RECOVERY (1958)
 SC0611
 SC0611'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (VRS)
 SC0611'THE STATION, BOTH REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED
 SC0611'IN GOOD CONDITION.  THE STATION IS LOCATED 2.2 MILES NORTH OF
 SC0611'GEARHART JUNCTION, ABOUT 550 FEET SOUTH OF THE SURF PINES ROAD,
 SC0611'ABOUT 400 FEET WEST OF U.S. HIGHWAY 101, 82 FEET WEST OF A FENCE
 SC0611'ON HIGHEST RIDGE IN THE AREA.
 SC0611'
 SC0611'STATION MARK IS A STANDARD DISK STAMPED CONDIT 1874 SET IN A
 SC0611'10-INCH SQUARE CONCRETE MONUMENT PROJECTING 1 INCH ABOVE GROUND.
 SC0611'
 SC0611'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED CONDIT REF 1
 SC0611'1934 SET IN 10-INCH ROUND CONCRETE MONUMENT PROJECTING 2 INCHES
 SC0611'ABOVE THE GROUND AT SAME ELEVATION AS STATION MARK.
 SC0611'
 SC0611'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED CONDIT NO 2
 SC0611'1942 SET IN 10-INCH SQUARE CONCRETE MONUMENT PROJECTING 3 INCHES
 SC0611'ABOVE GROUND.  REFERENCE MARK NUMBER 2 IS ABOUT 1 FOOT LOWER THAN
 SC0611'THE STATION.
 SC0611'
 SC0611'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CONDIT 1942 SET IN
 SC0611'10-INCH SQUARE CONCRETE MONUMENT FLUSH WITH GROUND AND LOCATED
 SC0611'SOUTHEAST OF THE STATION, 0.4 MILE SOUTH OF SURF PINES ROAD, 33
 SC0611'FEET EAST OF CENTERLINE OF U.S. HIGHWAY 101, 11 FEET SOUTH OF A
 SC0611'MULTITRUNK FIR TREE, 3 FEET WEST OF A FENCE.
 SC0611'
 SC0611'THE DISTANCES TO THE REFERENCE MARKS WERE VERIFIED.
 SC0611
 SC0611                          STATION RECOVERY (1966)
 SC0611
 SC0611'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (PAS)
 SC0611'THE STATION MARK, STAMPED CONDIT 1874, REFERENCE MARK NO. 1,
 SC0611'STAMPED CONDIT REF 1 1934 AND REFERENCE MARK NO. 2, STAMPED
 SC0611'CONDIT NO 2 1942 WERE RECOVERED IN GOOD CONDITION.  THE AZIMUTH
 SC0611'MARK WAS SEARCHED FOR BUT NOT RECOVERED.  IT MAY HAVE BEEN COVERED
 SC0611'WITH A THICKNESS OF MACADAM WHEN A LOG SCALING STATION WAS BUILT
 SC0611'AT THIS MILEAGE.  A METAL WITNESS POST WAS PLACED 1 FOOT EAST
 SC0611'OF THE STATION MARK.  A WITNESS POST WAS PLACED 1-1/2 FEET
 SC0611'NORTH OF REFERENCE MARK NO. 1.  A WITNESS POST WAS PLACED 1-1/2
 SC0611'FEET NORTHEAST OF REFERENCE MARK NO. 2.  THE LAND IS OWNED BY
 SC0611'MR. PAUL SEE.  A NEW TO REACH FOLLOWS.
 SC0611'
 SC0611'TO REACH THE STATION FROM THE GEARHART POST OFFICE GO EAST ON
 SC0611'SIXTH STREET FOR 0.4 MILE TO U.S. HIGHWAYS 26 AND 101, TURN
 SC0611'LEFT AND GO NORTH ON THE HIGHWAYS FOR 2.3 MILES TO A MACADAM
 SC0611'SIDE ROAD LEFT TO THE SURF PINES, TURN LEFT AND GO WEST FOR 0.05
 SC0611'MILE TO THE SUMMIT OF A RIDGE.  FROM HERE PACK SOUTH ACROSS THE
 SC0611'PASTURE FOR 550 FEET TO THE STATION AND REFERENCE MARKS.
 SC0611
 SC0611                          STATION RECOVERY (1971)
 SC0611
 SC0611'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (DRT)
 SC0611'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 SC0611'IN GOOD CONDITION.  WITNESS POST SIGN PLATE IS MISSING, BUT POST
 SC0611'INTACT.  SITE IS SUITABLE FOR SEA-FIX CONTROL, BUT STATION IS
 SC0611'LOCATED IN A FRAGILE PASTURE WHICH COULD EASILY BE DESTROYED BY
 SC0611'VEHICLES.  PROPERTY OWNER IS PAUL SEE WHOSE HOUSE IS
 SC0611'APPROXIMATELY 0.2 MI. WEST OF STATION.  PREVIOUS
 SC0611'DESCRIPTIONS--BOOK 588 PP. 24, 25,30,32,63.
 SC0611'
 SC0611'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SC0611'2.3 MI. N OF GEARHART.
 SC0611
 SC0611                          STATION RECOVERY (1977)
 SC0611
 SC0611'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 SC0611'THE STATION MARK, AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 SC0611'CONDITION.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 SC0611'
 SC0611'THE STATION IS ON PASTURE LAND OWNED BY MR. PAUL D. SEE.
 SC0611'
 SC0611'TO REACH THE STATION FROM THE GEARHART POST OFFICE GO EAST ON
 SC0611'PACIFIC WAY FOR 0.4 MILE TO U.S. HIGHWAY 101, TURN LEFT, AND GO
 SC0611'NORTH ON U.S. HIGHWAY 101 FOR 2.3 MILES TO A MACADAM SIDE ROAD
 SC0611'LEFT, TURN LEFT, AND GO WEST FOR 200 FEET TO A WIRE GATE IN THE
 SC0611'EAST-WEST FENCE LINE, TURN LEFT, PASS THRU THE GATE, AND GO
 SC0611'SOUTHWEST ACROSS THE PASTURE FOR 0.15 MILE TO THE STATION.
 SC0611'
 SC0611'THE STATION MARK, STAMPED CONDIT 1874, IS A STANDARD DISK SET IN
 SC0611'A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2-INCHES, 0.1
 SC0611'MILE WEST OF U.S. HIGHWAY 101, 550 FEET SOUTH OF THE MACADAM ROAD
 SC0611'TO THE SURF PINES, 300 FEET WEST OF THE POWER LINE, AND 1 FOOT
 SC0611'WEST OF A METAL WITNESS POST.  (NOTE 1A)
 SC0611'
 SC0611'THE UNDERGROUND MARK IS DESCRIBED AS BEING A DRILL HOLE IN A
 SC0611'BOULDER.
 SC0611'
 SC0611'REFERENCE MARK NO. 1, STAMPED CONDIT REF 1 1934, IS A STANDARD
 SC0611'DISK SET IN A ROUND CONCRETE MONUMENT THAT PROJECTS 2-INCHES,
 SC0611'1.5 FEET SOUTH OF THE WITNESS POST, AND LEVEL WITH THE
 SC0611'STATION.  (NOTE 11B)
 SC0611'
 SC0611'REFERENCE MARK NO. 2, STAMPED CONDIT NO 2 1942, IS A STANDARD
 SC0611'DISK SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 2-INCHES,
 SC0611'1 FOOT WEST OF A WITNESS POST, AND 1 FOOT LOWER THAN THE
 SC0611'STATION.  (NOTE 11A)
 SC0611'
 SC0611'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SC0611'2-1/2 MILES N-NE OF GEARHART.
 SC0611
 SC0611                          STATION RECOVERY (1977)
 SC0611
 SC0611'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 SC0611'RECOVERED IN GOOD CONDITION.
 SC0611
 SC0611                          STATION RECOVERY (1981)
 SC0611
 SC0611'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1981 (RBM)
 SC0611'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 SC0611'THE STATION IS A C+GS DISK
 SC0611'STAMPED---CONDIT 1874---, SET IN THE TOP OF A 12-INCH SQUARE
 SC0611'CONCRETE MONUMENT, PROJECTING ABOUT 2 INCHES ABOVE THE SURFACE OF
 SC0611'THE GROUND. IT IS LOCATED ON A GENTLE, GRASSY RIDGE IN AN OPEN
 SC0611'PASTURE.
 SC0611
 SC0611                          STATION RECOVERY (1984)
 SC0611
 SC0611'RECOVERY NOTE BY US POWER SQUADRON 1984
 SC0611'FROM THE GEARHART POST OFFICE 60 EAST ON PACIFIC WAY 0.4 MILE TO U.S.
 SC0611'101, TURN LEFT AND 60 NORTH ON U.S. 101 FOR 2.3 MILES TO MACADAM ROAD
 SC0611'ON LEFT TO SURF PINES, TURN LEFT AND GO ABOUT 200 FEET TO A GATE IN
 SC0611'AN EAST-WEST FENCE LINE AND WALK SOUTHWEST TO THE TOP OF THE RADGE,
 SC0611'STATION IS ABOUT 550 FEET SOUTH OF THE MACADAM ROAD. NO WITNESS POST.
 SC0611
 SC0611                          STATION RECOVERY (1986)
 SC0611
 SC0611'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (MRM)
 SC0611'THE DESIGNATED MARK WAS RECOVERED WITH CHANGES NOTED BELOW.
 SC0611'
 SC0611'TO REACH THE STATION FROM THE INTERSECTION OF PACIFIC WAY AND US
 SC0611'101 IN GEARHART, GO N ON US 101 ABOUT 2.3 MI TO SURF PINE RD., A
 SC0611'PRIVATE MACADAM ROAD, TURN LEFT ON SURF PINE RD. AND GO WEST ABOUT
 SC0611'200 FEET TO A WIRE GATE IN AN E-W FENCE ON THE S SIDE OF THE ROAD,
 SC0611'GO THROUGH THE GATE AND GO SW ACROSS THE PASTURE ABOUT 0.15 MI TO
 SC0611'THE TOP OF THE RIDGE AND THE STATION.  THE STATION IS IN A CLEAR
 SC0611'AREA ADMIST THE SCOTCH BROOM BRUSH.  THE WITNESS POST AT THE STATION
 SC0611'IS GONE AND THE REFERENCE MARKS ARE IN THE SCOTCH BROOM.
 SC0611'
 SC0611'THE PROPERTY IS OWNED BY MR PAUL D. SEE.
 SC0611
 SC0611                          STATION RECOVERY (1987)
 SC0611
 SC0611'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SC0611'MARK NOT FOUND.
 SC0611
 SC0611                          STATION RECOVERY (2001)
 SC0611
 SC0611'RECOVERY NOTE BY US POWER SQUADRON 2001 (JHN)
 SC0611'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC0612 ***********************************************************************
 SC0612  DESIGNATION -  CONDIT RM 1
 SC0612  PID         -  SC0612
 SC0612  STATE/COUNTY-  OR/CLATSOP
 SC0612  USGS QUAD   -  GEARHART (1973)
 SC0612
 SC0612                         *CURRENT SURVEY CONTROL
 SC0612  ___________________________________________________________________
 SC0612* NAD 83(1986)-  46 03 23.     (N)    123 55 00.     (W)     SCALED    
 SC0612* NAVD 88     -        20.765  (meters)      68.13   (feet)  ADJUSTED  
 SC0612  ___________________________________________________________________
 SC0612  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 SC0612  DYNAMIC HT  -          20.766 (meters)      68.13  (feet)  COMP
 SC0612  MODELED GRAV-     980,705.9   (mgal)                       NAVD 88
 SC0612
 SC0612  VERT ORDER  -  FIRST     CLASS II
 SC0612
 SC0612.The horizontal coordinates were scaled from a topographic map and have
 SC0612.an estimated accuracy of +/- 6 seconds.
 SC0612
 SC0612.The orthometric height was determined by differential leveling
 SC0612.and adjusted in June 1991.
 SC0612
 SC0612.The geoid height was determined by GEOID03.
 SC0612
 SC0612.The dynamic height is computed by dividing the NAVD 88
 SC0612.geopotential number by the normal gravity value computed on the
 SC0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0612.degrees latitude (g = 980.6199 gals.).
 SC0612
 SC0612.The modeled gravity was interpolated from observed gravity values.
 SC0612
 SC0612;                    North         East    Units  Estimated Accuracy
 SC0612;SPC OR N     -   271,150.    2,235,680.      MT  (+/- 180 meters Scaled)
 SC0612
 SC0612                          SUPERSEDED SURVEY CONTROL
 SC0612
 SC0612  NGVD 29 (??/??/92)   19.661  (m)           64.50   (f) ADJ UNCH    1 2
 SC0612
 SC0612.Superseded values are not recommended for survey control.
 SC0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0612.See file dsdata.txt to determine how the superseded data were derived.
 SC0612
 SC0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS290007(NAD 83)
 SC0612_MARKER: DR = REFERENCE MARK DISK
 SC0612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0612_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SC0612_STAMPING: CONDIT REF 1 1934
 SC0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0612+STABILITY: SURFACE MOTION
 SC0612
 SC0612  HISTORY     - Date     Condition        Report By
 SC0612  HISTORY     - 1934     MONUMENTED       CGS
 SC0612  HISTORY     - 1977     GOOD             NGS
 SC0612  HISTORY     - 1987     MARK NOT FOUND   NGS
 SC0612  HISTORY     - 1989     GOOD             USPSQD
 SC0612  HISTORY     - 20010901 GOOD             USPSQD
 SC0612
 SC0612                          STATION DESCRIPTION
 SC0612
 SC0612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 SC0612'2.5 MI N FROM GEARHART.
 SC0612'REACHED FROM THE GEARHART POST OFFICE BY GOING EAST ON PACIFIC WAY FOR
 SC0612'0.4 MILE TO U.S. HIGHWAY 101, TURN LEFT, AND GO NORTH ON U. S. HIGHWAY
 SC0612'101 FOR 2.3 MILES TO A MACADAM ROAD LEFT, TURN LEFT, AND GO WEST FOR
 SC0612'200 FEET TO A GATE IN THE EAST-WEST FENCE LINE, TURN LEFT, PASS THRU
 SC0612'THE GATE, AND GO SOUTHWEST ACROSS THE PASTURE FOR 0.15 MILE TO THE
 SC0612'MARK 500 FEET SOUTH OF THE MACADAM ROAD, AND 65.25 FEET SOUTHWEST OF
 SC0612'CONDIT, SET IN A CONCRETE CYLINDER THAT PROJECTS 2-INCHES.
 SC0612
 SC0612                          STATION RECOVERY (1987)
 SC0612
 SC0612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SC0612'MARK NOT FOUND.
 SC0612
 SC0612                          STATION RECOVERY (1989)
 SC0612
 SC0612'RECOVERY NOTE BY US POWER SQUADRON 1989 (MLK)
 SC0612'RECOVERED IN GOOD CONDITION.
 SC0612
 SC0612                          STATION RECOVERY (2001)
 SC0612
 SC0612'RECOVERY NOTE BY US POWER SQUADRON 2001 (GAN)
 SC0612'LAT AND LON ARE INCORRECT AS GIVEN.  A GPS READING TAKEN AT
 SC0612'1105 ON 2 SEPTEMBER 2001 IS 46, 03.395 N BY 123, 55.012 W.
 SC0612'THIS GIVES THE BEARING AS SW.  THE RECORDED POSITION IMPLIES A
 SC0612'BEARING OF SE, WHICH IS INCORRECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2544 ***********************************************************************
 RC2544  DESIGNATION -  CONDON AF STA STACK
 RC2544  PID         -  RC2544
 RC2544  STATE/COUNTY-  OR/GILLIAM
 RC2544  USGS QUAD   -  SCHOTT CANYON (1970)
 RC2544
 RC2544                         *CURRENT SURVEY CONTROL
 RC2544  ___________________________________________________________________
 RC2544* NAD 83(1991)-  45 14 08.17411(N)    120 18 06.07071(W)     ADJUSTED  
 RC2544* NAVD 88     -              **(meters)            **(feet)            
 RC2544  ___________________________________________________________________
 RC2544  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 RC2544  GEOID HEIGHT-         -20.55  (meters)                     GEOID03
 RC2544  HORZ ORDER  -  THIRD
 RC2544
 RC2544.The horizontal coordinates were established by classical geodetic methods
 RC2544.and adjusted by the National Geodetic Survey in October 1991.
 RC2544
 RC2544
 RC2544.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2544
 RC2544.The geoid height was determined by GEOID03.
 RC2544
 RC2544;                    North         East     Units Scale Factor Converg.
 RC2544;SPC OR N     -   174,361.625 2,515,570.545   MT  0.99989526   +0 08 26.3
 RC2544;SPC OR N     -   572,052.58  8,253,184.20   iFT  0.99989526   +0 08 26.3
 RC2544;UTM  10      - 5,012,665.798   711,794.476   MT  1.00015157   +1 54 59.5
 RC2544
 RC2544                          SUPERSEDED SURVEY CONTROL
 RC2544
 RC2544  NAD 83(1986)-  45 14 08.18316(N)    120 18 06.06293(W) AD(       ) 4
 RC2544  NAD 27      -  45 14 08.71994(N)    120 18 01.92572(W) AD(       ) 3
 RC2544
 RC2544.Superseded values are not recommended for survey control.
 RC2544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2544.See file dsdata.txt to determine how the superseded data were derived.
 RC2544
 RC2544_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGR1179412666(NAD 83)
 RC2544
 RC2544  HISTORY     - Date     Condition        Report By
 RC2544  HISTORY     - 1971     MONUMENTED       NGS
 RC2544
 RC2544                          STATION DESCRIPTION
 RC2544
 RC2544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LDF)
 RC2544'THE CONDON AIR FORCE STATION SMOKESTACK IS A RED BRICK STACK 64
 RC2544'FEET HIGH WITH TWO LIGHTNING RODS AT OPPOSITE SIDES AT THE TOP.  IT
 RC2544'IS LOCATED IN A PAVED AREA JUST INSIDE THE MAIN ENTRANCE GATE TO
 RC2544'THE AIR FORCE STATION.
 RC2544'
 RC2544'TO REACH FROM THE POST OFFICE AT THE INTERSECTION OF MAIN AND
 RC2544'SPRING STREETS IN CONDON, GO NORTH ON MAIN STREET FOR 0.15 MILE
 RC2544'TO WALNUT STREET, WHICH IS STATE ROUTE 206.  TURN LEFT, WEST, ON
 RC2544'WALNUT STREET AND GO 4.3 MILES ON STATE ROUTE 206 TO THE CONDON
 RC2544'AFS ROAD ON THE LEFT.  TURN LEFT, WEST-SOUTHWEST, ON THE CONDON
 RC2544'AFS ROAD AND GO 1.6 MILES TO THE MAIN GATE OF THE CLOSED CONDON
 RC2544'AIR FORCE STATION.  THE STACK IS JUST TO THE LEFT UPON ENTERING
 RC2544'THE GATE, ABOUT 75 FEET NORTH OF THE HIGHWAY.
 RC2544'
 RC2544'THE TOP CENTER OF THE STACK WAS THE POINT INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2537 ***********************************************************************
 RC2537  DESIGNATION -  CONDON FARMERS ELEVATOR STAFF
 RC2537  PID         -  RC2537
 RC2537  STATE/COUNTY-  OR/GILLIAM
 RC2537  USGS QUAD   -  CONDON (1987)
 RC2537
 RC2537                         *CURRENT SURVEY CONTROL
 RC2537  ___________________________________________________________________
 RC2537* NAD 83(1991)-  45 14 24.48428(N)    120 10 59.88347(W)     ADJUSTED  
 RC2537* NAVD 88     -              **(meters)            **(feet)            
 RC2537  ___________________________________________________________________
 RC2537  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 RC2537  GEOID HEIGHT-         -20.50  (meters)                     GEOID03
 RC2537  HORZ ORDER  -  THIRD
 RC2537
 RC2537.The horizontal coordinates were established by classical geodetic methods
 RC2537.and adjusted by the National Geodetic Survey in October 1991.
 RC2537
 RC2537
 RC2537.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2537
 RC2537.The geoid height was determined by GEOID03.
 RC2537
 RC2537;                    North         East     Units Scale Factor Converg.
 RC2537;SPC OR N     -   174,894.710 2,524,863.526   MT  0.99989536   +0 13 28.6
 RC2537;SPC OR N     -   573,801.54  8,283,672.99   iFT  0.99989536   +0 13 28.6
 RC2537;UTM  10      - 5,013,486.877   721,069.074   MT  1.00020094   +2 00 03.0
 RC2537
 RC2537                          SUPERSEDED SURVEY CONTROL
 RC2537
 RC2537  NAD 83(1986)-  45 14 24.49122(N)    120 10 59.87536(W) AD(       ) 4
 RC2537  NAD 27      -  45 14 25.02500(N)    120 10 55.75200(W) AD(       ) 3
 RC2537
 RC2537.Superseded values are not recommended for survey control.
 RC2537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2537.See file dsdata.txt to determine how the superseded data were derived.
 RC2537
 RC2537_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGR2106913487(NAD 83)
 RC2537_MARKER: 83 = FLAGSTAFF
 RC2537
 RC2537  HISTORY     - Date     Condition        Report By
 RC2537  HISTORY     - 1932     FIRST OBSERVED   CGS
 RC2537  HISTORY     - 1937     GOOD             CGS
 RC2537  HISTORY     - 1959     GOOD             CGS
 RC2537  HISTORY     - 1959     GOOD             BPA
 RC2537  HISTORY     - 1971     GOOD             NGS
 RC2537
 RC2537                          STATION DESCRIPTION
 RC2537
 RC2537'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (LAM)
 RC2537'THIS INTERSECTED POSITION IS A STAFF OR FLAGPOLE ON THE TOP OF
 RC2537'FARMERS ELEVATOR, WHICH STANDS IN THE N PART OF CONDON, AND IS A
 RC2537'CONSPICUOUS LANDMARK.  BUILDING IS MADE OF CONCRETE.  TOP OF
 RC2537'FLAGPOLE IS 122 FEET ABOVE GROUND LINE.
 RC2537'
 RC2537'RECOVERED AS DESCRIBED IN GOOD CONDITION, NOVEMBER 1937.  BUILDING
 RC2537'THEN OWNED BY CONDON GRAIN GROWERS COOPERATIVE ASSOCIATION
 RC2537'INCORPORATED.  FARMERS ELEVATOR 1916 PAINTED ON ALL FOUR SIDES.
 RC2537
 RC2537                          STATION RECOVERY (1959)
 RC2537
 RC2537'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LGT)
 RC2537'STATION RECOVERED IN GOOD CONDITION.
 RC2537'
 RC2537'NEW DESCRIPTION FOLLOWS.
 RC2537'
 RC2537'THIS INTERSECTION STATION IS A STAFF ON TOP OF A CONCRETE
 RC2537'ELEVATOR WHICH IS THE OLDEST AND SMALLEST OF FOUR ELEVATORS
 RC2537'LOCATED IN THE NORTH OF CONDON, OREGON.  THE ELEVATOR ON WHICH
 RC2537'THE STATION IS LOCATED WAS ERECTED IN 1916.  TWO HIGHER CONCRETE
 RC2537'ELEVATORS NOW STAND JUST TO THE NORTH OF THE STATION, AND A
 RC2537'HIGHER, CORRUGATED METAL ELEVATOR STANDS JUST TO THE SOUTH OF THE
 RC2537'STATION.
 RC2537
 RC2537                          STATION RECOVERY (1959)
 RC2537
 RC2537'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1959
 RC2537'STATION RECOVERED AS DESCRIBED.  TWO HIGHER CONCRETE ELEVATORS
 RC2537'NOW STANDING JUST TO THE NORTH OF THE 1916 STATION.  A LARGE
 RC2537'CORRUGATED METAL COVERED ELEVATOR STANDS JUST TO THE SOUTH OF
 RC2537'THE 1916 STATION, IT IS HIGHER THAN THE STATION ALSO.
 RC2537
 RC2537                          STATION RECOVERY (1971)
 RC2537
 RC2537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LDF)
 RC2537'THE CONDON GRAIN GROWERS INCORPORATED ELEVATOR IS A LARGE
 RC2537'MULTI-SILO CONCRETE STRUCTURE, THE HIGHEST SECTION BEING 170
 RC2537'FEET ABOVE THE GROUND.  THIS SECTION HAS A STAFF 15 FEET HIGH ON
 RC2537'TOP, WITH A STEADY RED LIGHT ON TOP OF THE STAFF.  THE ELEVATOR
 RC2537'IS LOCATED IN THE NORTH SECTION OF CONDON.
 RC2537'
 RC2537'TO REACH FROM THE POST OFFICE AT THE INTERSECTION OF MAIN AND
 RC2537'SPRING STREETS, GO EAST ON SPRING STREET FOR ONE BLOCK TO EAST
 RC2537'STREET.  TURN LEFT, NORTH ON EAST STREET AND GO 0.35 MILE TO THE
 RC2537'ELEVATOR ON THE LEFT.
 RC2537'
 RC2537'THE RED LIGHT ON TOP OF THE STAFF WAS THE POINT INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2543 ***********************************************************************
 RC2543  DESIGNATION -  CONDON PAC NW BELL MICROWAVE
 RC2543  PID         -  RC2543
 RC2543  STATE/COUNTY-  OR/GILLIAM
 RC2543  USGS QUAD   -  SCHOTT CANYON (1970)
 RC2543
 RC2543                         *CURRENT SURVEY CONTROL
 RC2543  ___________________________________________________________________
 RC2543* NAD 83(1991)-  45 14 05.04569(N)    120 18 19.84872(W)     ADJUSTED  
 RC2543* NAVD 88     -              **(meters)            **(feet)            
 RC2543  ___________________________________________________________________
 RC2543  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 RC2543  GEOID HEIGHT-         -20.55  (meters)                     GEOID03
 RC2543  HORZ ORDER  -  THIRD
 RC2543
 RC2543.The horizontal coordinates were established by classical geodetic methods
 RC2543.and adjusted by the National Geodetic Survey in October 1991.
 RC2543
 RC2543
 RC2543.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2543
 RC2543.The geoid height was determined by GEOID03.
 RC2543
 RC2543;                    North         East     Units Scale Factor Converg.
 RC2543;SPC OR N     -   174,264.327 2,515,270.285   MT  0.99989524   +0 08 16.5
 RC2543;SPC OR N     -   571,733.36  8,252,199.10   iFT  0.99989524   +0 08 16.5
 RC2543;UTM  10      - 5,012,559.214   711,497.299   MT  1.00015003   +1 54 49.6
 RC2543
 RC2543                          SUPERSEDED SURVEY CONTROL
 RC2543
 RC2543  NAD 83(1986)-  45 14 05.05445(N)    120 18 19.84147(W) AD(       ) 4
 RC2543  NAD 27      -  45 14 05.58973(N)    120 18 15.70836(W) AD(       ) 3
 RC2543
 RC2543.Superseded values are not recommended for survey control.
 RC2543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2543.See file dsdata.txt to determine how the superseded data were derived.
 RC2543
 RC2543_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGR1149712559(NAD 83)
 RC2543
 RC2543  HISTORY     - Date     Condition        Report By
 RC2543  HISTORY     - 1971     MONUMENTED       NGS
 RC2543
 RC2543                          STATION DESCRIPTION
 RC2543
 RC2543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LDF)
 RC2543'THE PACIFIC NORTHWEST BELL TELEPHONE COMPANY MICROWAVE TOWER IS
 RC2543'A SQUARE STRUCTURE OF GALVANIZED STEEL WITH FOUR TUBULAR LEGS
 RC2543'WHICH ARE CROSS-BRACED.  IT IS 65 FEET HIGH AND IS LOCATED ABOUT
 RC2543'SIX FEET FROM THE SOUTH SIDE OF A TAN-AND-PINK MAINTENANCE
 RC2543'BUILDING.  THERE IS A LARGE MICROWAVE BUBBLE ON THE SOUTHWEST
 RC2543'SIDE OF THE TOWER.  ANOTHER SQUARE GALVANIZED STEEL MICROWAVE
 RC2543'TOWER ABOUT 15 FEET HIGH AND WITH A LARGE MICROWAVE DISH ON
 RC2543'ITS SOUTHWEST SIDE IS LOCATED ON THE ROOF OF THE BUILDING.
 RC2543'
 RC2543'TO REACH FROM THE POST OFFICE AT THE INTERSECTION OF MAIN AND
 RC2543'SPRING STREETS IN CONDON, GO NORTH ON MAIN STREET FOR 0.15 MILE
 RC2543'TO WALNUT STREET, WHICH IS STATE ROUTE 206.  TURN LEFT, WEST, ON
 RC2543'WALNUT STREET AND GO 4.3 MILES TO CONDON AIR FORCE STATION
 RC2543'ROAD.  TURN LEFT, WEST-SOUTHWEST, ON THE CONDON AFS ROAD AND GO
 RC2543'1.8 MILES TO THE MICROWAVE TOWER ON THE RIGHT, ABOUT 25 FEET
 RC2543'NORTH OF THE CENTER OF THE HIGHWAY.
 RC2543'
 RC2543'THE TOP CENTER OF THE TOWER WAS THE POINT INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2553 ***********************************************************************
 RC2553  DESIGNATION -  CONDON PACIFIC GAS MICROWAVE
 RC2553  PID         -  RC2553
 RC2553  STATE/COUNTY-  OR/GILLIAM
 RC2553  USGS QUAD   -  IGO BUTTE (1970)
 RC2553
 RC2553                         *CURRENT SURVEY CONTROL
 RC2553  ___________________________________________________________________
 RC2553* NAD 83(1991)-  45 15 26.88827(N)    120 17 13.09326(W)     ADJUSTED  
 RC2553* NAVD 88     -              **(meters)            **(feet)            
 RC2553  ___________________________________________________________________
 RC2553  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 RC2553  GEOID HEIGHT-         -20.58  (meters)                     GEOID03
 RC2553  HORZ ORDER  -  THIRD
 RC2553
 RC2553.The horizontal coordinates were established by classical geodetic methods
 RC2553.and adjusted by the National Geodetic Survey in October 1991.
 RC2553
 RC2553
 RC2553.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2553
 RC2553.The geoid height was determined by GEOID03.
 RC2553
 RC2553;                    North         East     Units Scale Factor Converg.
 RC2553;SPC OR N     -   176,794.311 2,516,719.556   MT  0.99989578   +0 09 03.9
 RC2553;SPC OR N     -   580,033.83  8,256,953.92   iFT  0.99989578   +0 09 03.9
 RC2553;UTM  10      - 5,015,133.569   712,867.806   MT  1.00015718   +1 55 39.8
 RC2553
 RC2553                          SUPERSEDED SURVEY CONTROL
 RC2553
 RC2553  NAD 83(1986)-  45 15 26.89257(N)    120 17 13.08795(W) AD(       ) 4
 RC2553  NAD 27      -  45 15 27.43653(N)    120 17 08.94598(W) AD(       ) 3
 RC2553
 RC2553.Superseded values are not recommended for survey control.
 RC2553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2553.See file dsdata.txt to determine how the superseded data were derived.
 RC2553
 RC2553_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGR1286815134(NAD 83)
 RC2553
 RC2553  HISTORY     - Date     Condition        Report By
 RC2553  HISTORY     - 1971     MONUMENTED       NGS
 RC2553
 RC2553                          STATION DESCRIPTION
 RC2553
 RC2553'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LDF)
 RC2553'THE PACIFIC GAS TRANSMISSION, INC., CONDON REPEATER MICROWAVE
 RC2553'IS A TRIANGULAR, NON-TAPERING TOWER OF GALVANIZED ANGLE STEEL 50
 RC2553'FEET HIGH WITH THREE LARGE MICROWAVE DISHES ON IT, THE TOP DISH
 RC2553'BEING ON THE WEST SIDE OF THE MAST AND THE TWO LOWER DISHES BEING
 RC2553'ON THE SOUTHEAST SIDE.  THERE IS A STAFF APPROXIMATELY 10 FEET
 RC2553'HIGH ON TOP OF THE TOWER AT THE NORTHEAST CORNER.  THERE IS A
 RC2553'SMALL GRAY CONCRETE-BLOCK BUILDING AT THE BASE OF THE MAST.
 RC2553'
 RC2553'TO REACH FROM THE POST OFFICE AT THE INTERSECTION OF MAIN AND
 RC2553'SPRING STREETS IN CONDON, GO NORTH ON MAIN STREET FOR 0.15 MILE
 RC2553'TO WALNUT STREET, WHICH IS STATE ROUTE 206.  TURN LEFT, WEST, ON
 RC2553'WALNUT STREET AND GO 4.85 MILES ON STATE ROUTE 206 TO FERRY
 RC2553'CANYON ROAD.  TURN LEFT, NORTHWEST ON FERRY CANYON ROAD AND GO
 RC2553'0.6 MILE TO A LOCKED GATE AND GRAVEL ROAD ON RIGHT LEADING TO
 RC2553'MICROWAVE TOWER.  TURN RIGHT, NORTH, ONTO GRAVEL ROAD AND GO
 RC2553'0.45 MILE TO MICROWAVE TOWER IN FENCED AREA.
 RC2553'
 RC2553'THE STAFF AT THE TOP NORTHEAST CORNER OF THE TOWER WAS THE POINT
 RC2553'INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2540 ***********************************************************************
 RC2540  DESIGNATION -  CONDON TANK
 RC2540  PID         -  RC2540
 RC2540  STATE/COUNTY-  OR/GILLIAM
 RC2540  USGS QUAD   -  CONDON (1987)
 RC2540
 RC2540                         *CURRENT SURVEY CONTROL
 RC2540  ___________________________________________________________________
 RC2540* NAD 83(1991)-  45 14 49.62700(N)    120 12 23.69223(W)     ADJUSTED  
 RC2540* NAVD 88     -              **(meters)            **(feet)            
 RC2540  ___________________________________________________________________
 RC2540  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 RC2540  GEOID HEIGHT-         -20.52  (meters)                     GEOID03
 RC2540  HORZ ORDER  -  THIRD
 RC2540
 RC2540.The horizontal coordinates were established by classical geodetic methods
 RC2540.and adjusted by the National Geodetic Survey in October 1991.
 RC2540
 RC2540
 RC2540.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2540
 RC2540.The geoid height was determined by GEOID03.
 RC2540
 RC2540;                    North         East     Units Scale Factor Converg.
 RC2540;SPC OR N     -   175,663.910 2,523,033.024   MT  0.99989552   +0 12 29.1
 RC2540;SPC OR N     -   576,325.16  8,277,667.40   iFT  0.99989552   +0 12 29.1
 RC2540;UTM  10      - 5,014,199.179   719,215.051   MT  1.00019090   +1 59 04.3
 RC2540
 RC2540                          SUPERSEDED SURVEY CONTROL
 RC2540
 RC2540  NAD 83(1986)-  45 14 49.63506(N)    120 12 23.68409(W) AD(       ) 4
 RC2540  NAD 27      -  45 14 50.16957(N)    120 12 19.55510(W) AD(       ) 3
 RC2540
 RC2540.Superseded values are not recommended for survey control.
 RC2540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2540.See file dsdata.txt to determine how the superseded data were derived.
 RC2540
 RC2540_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGR1921514199(NAD 83)
 RC2540
 RC2540  HISTORY     - Date     Condition        Report By
 RC2540  HISTORY     - 1971     MONUMENTED       NGS
 RC2540
 RC2540                          STATION DESCRIPTION
 RC2540
 RC2540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LDF)
 RC2540'THE CONDON CITY WATER TANK IS A LARGE ALUMINUM-COLORED FLAT-TOPPED
 RC2540'CYLINDRICAL WATER TANK RESTING ON A CONCRETE PLATFORM AT GROUND
 RC2540'LEVEL.  IT IS 36 FEET HIGH WITH A SCREENED AIR VENT ABOUT FOUR
 RC2540'FEET HIGH IN THE TOP CENTER WITH A SHORT STAFF IN THE CENTER OF
 RC2540'THE VENT.  THE TANK IS LOCATED ABOUT ONE MILE NORTHWEST OF THE
 RC2540'CITY OF CONDON, OREGON.
 RC2540'
 RC2540'TO REACH FROM THE POST OFFICE AT THE INTERSECTION OF MAIN AND
 RC2540'SPRING STREETS IN CONDON, GO NORTH ON MAIN STREET FOR 0.4 MILE
 RC2540'TO OLD COTTONWOOD ROAD.  TURN LEFT, WEST ON OLD COTTONWOOD ROAD
 RC2540'AND GO 1.5 MILES TO A GRAVEL ROAD ON RIGHT.  TURN RIGHT, NORTH,
 RC2540'ON GRAVEL ROAD AND GO 0.2 MILE TO A LOCKED GATE AND TRACK
 RC2540'ROAD.  (TO OBTAIN KEY TO GATE, INQUIRE AT CONDON CITY HALL.)
 RC2540'TURN RIGHT, EAST, ONTO TRACK ROAD AND GO 0.2 MILE TO TANK.
 RC2540'
 RC2540'THE STAFF IN THE TOP OF THE AIR VENT WAS THE POINT INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2756 ***********************************************************************
 RD2756  DESIGNATION -  CONE
 RD2756  PID         -  RD2756
 RD2756  STATE/COUNTY-  OR/MARION
 RD2756  USGS QUAD   -  SHERWOOD (1985)
 RD2756
 RD2756                         *CURRENT SURVEY CONTROL
 RD2756  ___________________________________________________________________
 RD2756* NAD 83(1991)-  45 15 34.57444(N)    122 48 56.35632(W)     ADJUSTED  
 RD2756* NAVD 88     -        58.     (meters)     190.     (feet)  VERTCON   
 RD2756  ___________________________________________________________________
 RD2756  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 RD2756  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 RD2756  HORZ ORDER  -  SECOND
 RD2756
 RD2756.The horizontal coordinates were established by classical geodetic methods
 RD2756.and adjusted by the National Geodetic Survey in October 1991.
 RD2756
 RD2756.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD2756.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD2756
 RD2756.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2756
 RD2756.The geoid height was determined by GEOID03.
 RD2756
 RD2756;                    North         East     Units Scale Factor Converg.
 RD2756;SPC OR N     -   179,613.845 2,318,288.158   MT  0.99989584   -1 38 32.0
 RD2756;SPC OR N     -   589,284.27  7,605,932.28   iFT  0.99989584   -1 38 32.0
 RD2756;UTM  10      - 5,011,806.301   514,463.482   MT  0.99960257   +0 07 51.4
 RD2756
 RD2756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2756!SPC OR N     -   0.99999450  x   0.99989584  =   0.99989034
 RD2756!UTM  10      -   0.99999450  x   0.99960257  =   0.99959707
 RD2756
 RD2756:                Primary Azimuth Mark                     Grid Az
 RD2756:SPC OR N     -  GLEN                                     091 42 17.6
 RD2756:UTM  10      -  GLEN                                     089 55 54.2
 RD2756
 RD2756|---------------------------------------------------------------------|
 RD2756| PID    Reference Object                     Distance      Geod. Az  |
 RD2756|                                                           dddmmss.s |
 RD2756| CE2579 GLEN                                               0900345.6 |
 RD2756|---------------------------------------------------------------------|
 RD2756
 RD2756                          SUPERSEDED SURVEY CONTROL
 RD2756
 RD2756  NAD 83(1986)-  45 15 34.59640(N)    122 48 56.36503(W) AD(       ) 2
 RD2756  NAD 27      -  45 15 35.16626(N)    122 48 52.01924(W) AD(       ) 2
 RD2756  NGVD 29 (07/19/86)   57.     (m)          187.     (f) VERT ANG    3  
 RD2756
 RD2756.Superseded values are not recommended for survey control.
 RD2756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2756.See file dsdata.txt to determine how the superseded data were derived.
 RD2756
 RD2756_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1446311806(NAD 83)
 RD2756_MARKER: Z = SEE DESCRIPTION
 RD2756_SETTING: 0 = UNSPECIFIED SETTING
 RD2756
 RD2756  HISTORY     - Date     Condition        Report By
 RD2756  HISTORY     - 1972     MONUMENTED       OR-047
 RD2756
 RD2756                          STATION DESCRIPTION
 RD2756
 RD2756'DESCRIBED BY MARION COUNTY OREGON 1972 (ADG)
 RD2756'THIS STATION IS LOCATED ABOUT 1.2 MILES EAST OF THE VILLAGE OF
 RD2756'BUTTEVILLE AND SITUATED AT THE SOUTH QUARTER CORNER OF SECTION
 RD2756'33, TOWNSHIP 3 SOUTH, RANGE 1 WEST, WILLAMETTE MERIDIAN, MARION
 RD2756'COUNTY, OREGON.
 RD2756'
 RD2756'TO REACH THE STATION FROM THE FARGO INTERCHANGE ON I-5 FREEWAY,
 RD2756'GO NORTHWESTERLY ON COUNTY ROAD NO. 425 FOR A DISTANCE OF 1.6 MILES
 RD2756'TO MARKET ROAD NO. 60, THEN GO LEFT (WEST) ON SAID ROAD FOR A
 RD2756'DISTANCE OF 0.15 MILE TO THE STATION MARK.  POINT IS IN FRONT
 RD2756'OF THE A. HILLNER HOUSE (BRICK VENEER FRONT).  THE HILLNER GRAVEL
 RD2756'DRIVEWAY IS ABOUT 40 FEET EAST OF STATION MARK.  A LAND DIVISION
 RD2756'LINE EXISTS TO NORTH FROM THIS POINT.
 RD2756'
 RD2756'THE STATION MARK IS A MARION COUNTY BRASS DISK STAMPED MARION
 RD2756'COUNTY.  T3S, R1W.  T4S, R1W.  1/4 COR. 33-4, SET IN TOP OF AN
 RD2756'8 INCH CYLINDRICAL CONCRETE POST AND 7 INCHES BELOW THE SURFACE
 RD2756'OF THE PAVEMENT.  A MARION COUNTY CAST IRON BOX ENCASES THE TOP OF
 RD2756'THE CONCRETE POST AND HAS A METAL COVER EMBOSSED WITH THE WORDS
 RD2756'MARION COUNTY MONUMENT.  POINT IS NEAR THE MIDDLE OF THE
 RD2756'BLACKTOP PAVEMENT.  THERE IS NO UNDERGROUND STATION MARK FOR
 RD2756'THIS STATION.
 RD2756'
 RD2756'AZIMUTH MARK IS STATION GLEN WHICH IS 0.5 MILE EAST OF STATION
 RD2756'CONE AND IS IN THE MIDDLE OF THE INTERSECTION OF MARKET ROAD
 RD2756'NO. 60 AND COUNTY ROAD NO. 424.  POINT IS ABOUT 75 FEET WEST OF
 RD2756'THE BURLINGTON NORTHERN RAILROAD TRACKS.  POINT IS THE WESTERLY
 RD2756'TERMINUS OF MARKET ROAD NO. 11.  THE AZIMUTH MARK IS A MARION
 RD2756'COUNTY BRASS DISK STAMPED MARION COUNTY.  T3S, R1W.  T4S,
 RD2756'R1W.  SEC. COR. 33,34,4-3, SET IN THE TOP OF AN 8 INCH
 RD2756'CYLINDRICAL CONCRETE POST AND 7 INCHES BELOW THE SURFACE OF THE
 RD2756'PAVEMENT.  A MARION COUNTY CAST IRON BOX ENCASES THE TOP OF THE
 RD2756'CONCRETE POST AND HAS A METAL COVER EMBOSSED WITH THE WORDS
 RD2756'MARION COUNTY MONUMENT.  THERE IS NO UNDERGROUND STATION
 RD2756'MARK FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0993 ***********************************************************************
 QC0993  DESIGNATION -  CONE
 QC0993  PID         -  QC0993
 QC0993  STATE/COUNTY-  OR/GRANT
 QC0993  USGS QUAD   -  WOLFINGER BUTTE (1983)
 QC0993
 QC0993                         *CURRENT SURVEY CONTROL
 QC0993  ___________________________________________________________________
 QC0993* NAD 83(1991)-  44 29 44.78635(N)    119 07 43.35309(W)     ADJUSTED  
 QC0993* NAVD 88     -      1748.0    (meters)    5735.     (feet)  VERTCON   
 QC0993  ___________________________________________________________________
 QC0993  LAPLACE CORR-           3.54  (seconds)                    DEFLEC99
 QC0993  GEOID HEIGHT-         -18.19  (meters)                     GEOID03
 QC0993  HORZ ORDER  -  SECOND
 QC0993
 QC0993.The horizontal coordinates were established by classical geodetic methods
 QC0993.and adjusted by the National Geodetic Survey in October 1991.
 QC0993
 QC0993.The NAVD 88 height was computed by applying the VERTCON shift value to
 QC0993.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QC0993
 QC0993.The Laplace correction was computed from DEFLEC99 derived deflections.
 QC0993
 QC0993.The geoid height was determined by GEOID03.
 QC0993
 QC0993;                    North         East     Units Scale Factor Converg.
 QC0993;SPC OR N     -    93,058.349 2,609,056.768   MT  0.99996305   +0 58 21.0
 QC0993;SPC OR N     -   305,309.54  8,559,897.53   iFT  0.99996305   +0 58 21.0
 QC0993;UTM  11      - 4,929,143.699   330,759.440   MT  0.99995225   -1 29 32.2
 QC0993
 QC0993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QC0993!SPC OR N     -   0.99972884  x   0.99996305  =   0.99969190
 QC0993!UTM  11      -   0.99972884  x   0.99995225  =   0.99968111
 QC0993
 QC0993:                Primary Azimuth Mark                     Grid Az
 QC0993:SPC OR N     -  CONE AZ MK                               020 34 51.4
 QC0993:UTM  11      -  CONE AZ MK                               023 02 44.6
 QC0993
 QC0993|---------------------------------------------------------------------|
 QC0993| PID    Reference Object                     Distance      Geod. Az  |
 QC0993|                                                           dddmmss.s |
 QC0993| CD6254 CONE AZ MK                                         0213312.4 |
 QC0993| CD6255 CONE RM 1                             6.803 METERS 24323     |
 QC0993| CD6256 CONE RM 2                             7.772 METERS 32801     |
 QC0993|---------------------------------------------------------------------|
 QC0993
 QC0993                          SUPERSEDED SURVEY CONTROL
 QC0993
 QC0993  NAD 83(1986)-  44 29 44.79282(N)    119 07 43.34869(W) AD(       ) 2
 QC0993  NAD 27      -  44 29 45.24700(N)    119 07 39.48900(W) AD(       ) 2
 QC0993  NGVD 29 (07/19/86) 1746.8    (m)         5731.     (f) VERT ANG    3  
 QC0993
 QC0993.Superseded values are not recommended for survey control.
 QC0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0993.See file dsdata.txt to determine how the superseded data were derived.
 QC0993
 QC0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK3075929144(NAD 83)
 QC0993_MARKER: Z = SEE DESCRIPTION
 QC0993_SETTING: 0 = UNSPECIFIED SETTING
 QC0993
 QC0993  HISTORY     - Date     Condition        Report By
 QC0993  HISTORY     - 1945     MONUMENTED       USGS
 QC0993  HISTORY     - 1987     GOOD             LOCSUR
 QC0993
 QC0993                          STATION DESCRIPTION
 QC0993
 QC0993'DESCRIBED BY US GEOLOGICAL SURVEY 1945 (JCT)
 QC0993'THE STATION IS LOCATED ABOUT 5 MILES AIRLINE NORTH-NORTHWEST OF
 QC0993'MT. VERNON ON THE SUMMIT OF A ROCKY CONE-SHAPED PEAK.  THE STATION
 QC0993'WAS ESTABLISHED BY THE U.S. GEOLOGICAL SURVEY AND IS A GEOLOGICAL
 QC0993'SURVEY BENCH MARK DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING
 QC0993'ROCK AND IS STAMPED CONE 1940.  IT IS 6 FEET WEST OF THE EAST
 QC0993'ROCKY WALL OF THE SUMMIT AND 15 FEET NORTH OF THE SOUTH ROCKY
 QC0993'WALL.  NOTE--THE HIGHEST POINT OF THE PEAK IS ABOUT 25 YARDS
 QC0993'NORTH OF THE STATION.
 QC0993'
 QC0993'REFERENCE MARK NO. 1 IS WEST BY SOUTH OF THE STATION AT THE SOUTH
 QC0993'ROCKY WALL OF THE PEAK AND IS STAMPED NO 1 1940.
 QC0993'
 QC0993'REFERENCE MARK NO. 2 IS NORTH BY WEST OF THE STATION, 6 FEET WEST
 QC0993'OF THE EAST WALL OF THE PEAK AND IS STAMPED CONE NO 2 1945.
 QC0993'
 QC0993'THE AZIMUTH MARK IS ABOUT 0.5 MILE NORTH-NORTHEAST OF THE STATION
 QC0993'AND ABOUT 0.1 MILE SOUTHWEST OF THE END OF TRUCK TRAVEL.  IT IS AT
 QC0993'THE SOUTH AND LOWER END OF ROCK OUTCROP ON THE HIGHEST POINT
 QC0993'BETWEEN THE END OF TRUCK TRAVEL AND THE STATION AND ABOUT 25 YARDS
 QC0993'NORTH OF THE TRAIL FOLLOWED TO THE STATION.  IT IS STAMPED CONE
 QC0993'1945.
 QC0993'
 QC0993'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS NO. 395 AND
 QC0993'28 IN MT. VERNON, GO NORTH ON HIGHWAY 395 FOR 1.5 MILES, TURN
 QC0993'LEFT AS PER SIGN MT. VERNON HOT SPRINGS AND GO 1.45 MILES TO THE
 QC0993'HOT SPRINGS RESORT, BEAR RIGHT THROUGH GATE AND FOLLOW ROAD UP THE
 QC0993'CANYON FOR 4.65 MILES TO SUMMIT OF SADDLE AND THE END OF TRUCK
 QC0993'TRAVEL.  FROM HERE CONTINUE ON FOOT IN A SOUTHERLY DIRECTION
 QC0993'TOWARD THE STATION PEAK WHICH CAN BE SEEN FROM THE END OF TRUCK
 QC0993'TRAVEL.  FOLLOW STOCK TRAILS WHICH GENERALLY FOLLOW THE
 QC0993'CONTOURS AROUND SMALL SUMMITS TO THE BASE OF THE MAIN PEAK.
 QC0993'CONTINUE TO THE TOP OF THE PEAK AND THE STATION AS DESCRIBED.
 QC0993'ABOUT A 30 MINUTE PACK.
 QC0993
 QC0993                          STATION RECOVERY (1987)
 QC0993
 QC0993'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (PGG)
 QC0993'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0353 ***********************************************************************
 RD0353  DESIGNATION -  CONI
 RD0353  PID         -  RD0353
 RD0353  STATE/COUNTY-  OR/MULTNOMAH
 RD0353  USGS QUAD   -  MOUNT TABOR (1990)
 RD0353
 RD0353                         *CURRENT SURVEY CONTROL
 RD0353  ___________________________________________________________________
 RD0353* NAD 83(1986)-  45 33 45.     (N)    122 35 38.     (W)     SCALED    
 RD0353* NAVD 88     -        33.278  (meters)     109.18   (feet)  POSTED    
 RD0353  ___________________________________________________________________
 RD0353  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 RD0353  DYNAMIC HT  -          33.280 (meters)     109.19  (feet)  COMP
 RD0353  MODELED GRAV-     980,628.8   (mgal)                       NAVD 88
 RD0353
 RD0353  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 RD0353
 RD0353.The horizontal coordinates were scaled from a topographic map and have
 RD0353.an estimated accuracy of +/- 6 seconds.
 RD0353
 RD0353.The orthometric height was determined by differential leveling
 RD0353.and adjusted by the  in 1992.
 RD0353.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 RD0353.was located on a no-check spur therefore a value was not computed.
 RD0353.No vertical observational check was made to the station.
 RD0353
 RD0353.The geoid height was determined by GEOID03.
 RD0353
 RD0353.The dynamic height is computed by dividing the NAVD 88
 RD0353.geopotential number by the normal gravity value computed on the
 RD0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0353.degrees latitude (g = 980.6199 gals.).
 RD0353
 RD0353.The modeled gravity was interpolated from observed gravity values.
 RD0353
 RD0353;                    North         East    Units  Estimated Accuracy
 RD0353;SPC OR N     -   212,790.    2,336,560.      MT  (+/- 180 meters Scaled)
 RD0353
 RD0353                          SUPERSEDED SURVEY CONTROL
 RD0353
 RD0353  NGVD 29 (??/??/92)   32.204  (m)          105.66   (f) ADJ UNCH    1 2
 RD0353
 RD0353.Superseded values are not recommended for survey control.
 RD0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0353.See file dsdata.txt to determine how the superseded data were derived.
 RD0353
 RD0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER316455(NAD 83)
 RD0353_MARKER: DB = BENCH MARK DISK
 RD0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0353_STAMPING: CONI 105.269 1935
 RD0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0353+STABILITY: SURFACE MOTION
 RD0353
 RD0353  HISTORY     - Date     Condition        Report By
 RD0353  HISTORY     - 1935     MONUMENTED       CGS
 RD0353  HISTORY     - 1941     GOOD             NGS
 RD0353  HISTORY     - 1953     MARK NOT FOUND   NGS
 RD0353  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RD0353  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 RD0353  HISTORY     - 19941025 MARK NOT FOUND   USPSQD
 RD0353
 RD0353                          STATION DESCRIPTION
 RD0353
 RD0353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 RD0353'IN PORTLAND.
 RD0353'ABOUT 2.2 MILES NORTH OF MONTAVILLA ON N.E. EIGHTY-SECOND AVENUE.
 RD0353'THENCE .4 MILE WEST ALONG N.E. KILLINGSWORTH STREET.  AT INTERSECTION
 RD0353'OF N.E.KILLINGSWORTH AVENUE AND CULLY ROAD.  ABOUT 48 FEET SOUTH OF
 RD0353'CENTER LINE OF N.E. KILLINGSWORTH AVENUE.  ABOUT 32.5 FEET WEST OF
 RD0353'CENTER LINE OF N.E. CULLY ROAD.
 RD0353
 RD0353                          STATION RECOVERY (1953)
 RD0353
 RD0353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 RD0353'MARK NOT FOUND.
 RD0353
 RD0353                          STATION RECOVERY (1988)
 RD0353
 RD0353'RECOVERY NOTE BY US POWER SQUADRON 1988 (KRN)
 RD0353'MARK NOT FOUND.
 RD0353
 RD0353                          STATION RECOVERY (1990)
 RD0353
 RD0353'RECOVERY NOTE BY US POWER SQUADRON 1990 (FV)
 RD0353'MARK NOT FOUND.
 RD0353
 RD0353                          STATION RECOVERY (1994)
 RD0353
 RD0353'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD0353'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1813 ***********************************************************************
 RD1813  DESIGNATION -  CONICAL SHAPED PEAK
 RD1813  PID         -  RD1813
 RD1813  STATE/COUNTY-  OR/TILLAMOOK
 RD1813  USGS QUAD   -  THE PENINSULA (1984)
 RD1813
 RD1813                         *CURRENT SURVEY CONTROL
 RD1813  ___________________________________________________________________
 RD1813* NAD 83(1991)-  45 25 34.23018(N)    123 39 09.26560(W)     ADJUSTED  
 RD1813* NAVD 88     -              **(meters)            **(feet)            
 RD1813  ___________________________________________________________________
 RD1813  LAPLACE CORR-           9.12  (seconds)                    DEFLEC99
 RD1813  GEOID HEIGHT-         -21.09  (meters)                     GEOID03
 RD1813  HORZ ORDER  -  THIRD
 RD1813
 RD1813.The horizontal coordinates were established by classical geodetic methods
 RD1813.and adjusted by the National Geodetic Survey in October 1991.
 RD1813
 RD1813
 RD1813.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1813
 RD1813.The geoid height was determined by GEOID03.
 RD1813
 RD1813;                    North         East     Units Scale Factor Converg.
 RD1813;SPC OR N     -   200,332.744 2,253,365.262   MT  0.99990466   -2 14 08.7
 RD1813;SPC OR N     -   657,259.66  7,392,930.65   iFT  0.99990466   -2 14 08.7
 RD1813;UTM  10      - 5,030,501.917   448,949.928   MT  0.99963204   -0 27 53.5
 RD1813
 RD1813                          SUPERSEDED SURVEY CONTROL
 RD1813
 RD1813  NAD 83(1986)-  45 25 34.25619(N)    123 39 09.26542(W) AD(       ) 4
 RD1813  NAD 27      -  45 25 34.94000(N)    123 39 05.06000(W) AD(       ) 3
 RD1813
 RD1813.Superseded values are not recommended for survey control.
 RD1813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1813.See file dsdata.txt to determine how the superseded data were derived.
 RD1813
 RD1813_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR4895030502(NAD 83)
 RD1813
 RD1813  HISTORY     - Date     Condition        Report By
 RD1813  HISTORY     - 1926     MONUMENTED       CGS
 RD1813  HISTORY     - 1941     SEE DESCRIPTION  CGS
 RD1813
 RD1813                          STATION DESCRIPTION
 RD1813
 RD1813'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (LAM)
 RD1813'THIS UNCHECKED INTERSECTION STATION IS SUMMIT OF PROMINENT, CONICAL
 RD1813'PEAK, ELEVATION ABOUT 2700 FEET, SITUATED IN COAST RANGE ABOUT 9
 RD1813'MILES E AND SLIGHTLY S OF TILLAMOOK.  POINT IS S OF TRASK RIVER,
 RD1813'IN SEC.3, T. 2 S, R. 8 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2212 ***********************************************************************
 RC2212  DESIGNATION -  CONNALY
 RC2212  PID         -  RC2212
 RC2212  STATE/COUNTY-  OR/WASCO
 RC2212  USGS QUAD   -  DANT (1962)
 RC2212
 RC2212                         *CURRENT SURVEY CONTROL
 RC2212  ___________________________________________________________________
 RC2212* NAD 83(1991)-  45 06 51.76359(N)    121 02 41.97304(W)     ADJUSTED  
 RC2212* NAVD 88     -       679.5    (meters)    2229.     (feet)  VERTCON   
 RC2212  ___________________________________________________________________
 RC2212  LAPLACE CORR-           3.55  (seconds)                    DEFLEC99
 RC2212  GEOID HEIGHT-         -21.29  (meters)                     GEOID03
 RC2212  HORZ ORDER  -  SECOND
 RC2212
 RC2212.The horizontal coordinates were established by classical geodetic methods
 RC2212.and adjusted by the National Geodetic Survey in October 1991.
 RC2212
 RC2212.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC2212.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC2212
 RC2212.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2212
 RC2212.The geoid height was determined by GEOID03.
 RC2212
 RC2212;                    North         East     Units Scale Factor Converg.
 RC2212;SPC OR N     -   161,016.183 2,457,119.473   MT  0.99989503   -0 23 11.4
 RC2212;SPC OR N     -   528,268.32  8,061,415.59   iFT  0.99989503   -0 23 11.4
 RC2212;UTM  10      - 4,997,515.749   653,777.547   MT  0.99989077   +1 23 07.5
 RC2212
 RC2212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2212!SPC OR N     -   0.99989682  x   0.99989503  =   0.99979186
 RC2212!UTM  10      -   0.99989682  x   0.99989077  =   0.99978760
 RC2212
 RC2212|---------------------------------------------------------------------|
 RC2212| PID    Reference Object                     Distance      Geod. Az  |
 RC2212|                                                           dddmmss.s |
 RC2212| CF4244 CONNALY RM 1                          9.723 METERS 04238     |
 RC2212| CF4243 CONNALY AZ MK                                      1531736.7 |
 RC2212| CF4245 CONNALY RM 2                         11.217 METERS 24646     |
 RC2212|---------------------------------------------------------------------|
 RC2212
 RC2212                          SUPERSEDED SURVEY CONTROL
 RC2212
 RC2212  NAD 83(1986)-  45 06 51.77677(N)    121 02 41.97062(W) AD(       ) 2
 RC2212  NAD 27      -  45 06 52.34700(N)    121 02 37.76300(W) AD(       ) 2
 RC2212  NGVD 29 (07/19/86)  678.4    (m)         2226.     (f) VERT ANG    3  
 RC2212
 RC2212.Superseded values are not recommended for survey control.
 RC2212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2212.See file dsdata.txt to determine how the superseded data were derived.
 RC2212
 RC2212_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ5377897516(NAD 83)
 RC2212_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RC2212_SETTING: 80 = SET IN A BOULDER
 RC2212_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 RC2212
 RC2212  HISTORY     - Date     Condition        Report By
 RC2212  HISTORY     - 1946     MONUMENTED       CGS
 RC2212  HISTORY     - 1969     SEE DESCRIPTION  CGS
 RC2212  HISTORY     - 1978     SEE DESCRIPTION  NGS
 RC2212
 RC2212                          STATION DESCRIPTION
 RC2212
 RC2212'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 RC2212'LOCATED ABOUT 4-1/2 MILES, AIRLINE, SOUTH OF MAUPIN NEAR THE
 RC2212'CENTER OF A SHEEP CORRAL, NEAR THE CENTER OF A ROCK RIDGE AND 6
 RC2212'FEET SOUTH OF A ROCK PILE THAT IS 4 FEET IN DIAMETER AT ITS BASE
 RC2212'AND ABOUT 3 FEET IN HEIGHT.  IT IS STAMPED CONNALY 1946 AND
 RC2212'PROJECTS 4 INCHES.
 RC2212'
 RC2212'REFERENCE MARK NO. 1 IS ON THE WEST EDGE OF THE ROCK RIDGE.  IT
 RC2212'IS STAMPED CONNALY NO 1 1946.
 RC2212'
 RC2212'REFERENCE MARK NO. 2 IS ON THE WEST EDGE OF THE ROCK RIDGE.  IT
 RC2212'IS STAMPED CONNALY NO 2 1946 AND PROJECTS ABOUT 2 FEET.
 RC2212'
 RC2212'THE AZIMUTH MARK IS 2.5 MILES NORTHWEST OF MILE POST NO. 53,
 RC2212'28.6 FEET WEST-SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY
 RC2212'NO. 50, 14.6 FEET EAST-NORTHEAST OF A WIRE FENCE AND 2.6 FEET
 RC2212'WEST-SOUTHWEST OF A WHITE REFERENCE POST.  IT IS A OSHD BM DISK
 RC2212'SET IN BEDROCK PROJECTING 3 INCHES AND IS UNSTAMPED.
 RC2212'
 RC2212'TO REACH THE STATION FROM THE POST OFFICE IN MAUPIN, GO SOUTH
 RC2212'ON STATE HIGHWAY NO. 50 FOR 7.0 MILES TO MILE POST NO. 52.  THEN
 RC2212'TURN RIGHT, THROUGH A WIRE GATE, NORTHWEST FOR 0.2 MILE TO THE
 RC2212'STATION.
 RC2212'
 RC2212'SUBSTITUTE STATION 60 V 148 A IS THE BASE OF A FENCE CORNER AT
 RC2212'THE WEST EDGE OF THE CORRAL.  IT IS 5.84 METERS LOWER THAN THE
 RC2212'STATION.
 RC2212
 RC2212                          STATION RECOVERY (1969)
 RC2212
 RC2212'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 RC2212'THE STATION MARK, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK
 RC2212'WERE RECOVERED IN GOOD CONDITION.  LANDMARKS HAVE CHANGED.  A
 RC2212'NEW AND COMPLETE DESCRIPTION FOLLOWS.
 RC2212'
 RC2212'THE STATION IS 5 MILES SOUTH-SOUTHEAST OF MAUPIN, AND 0.2 MILE
 RC2212'NORTHWEST OF U.S. HIGHWAY 197 ON RANGE LAND OWNED BY ANN CONNALY,
 RC2212'AND LEASED TO MR. EDWARD HAGEN.
 RC2212'
 RC2212'TO REACH THE STATION FROM THE MAUPIN POST OFFICE GO SOUTHERLY
 RC2212'ON U.S. HIGHWAY 197, TOWARD BEND, FOR 6.8 MILES TO MILE POST
 RC2212'NO. 52, CONTINUE ON THE HIGHWAY FOR 0.05 MILE TO A GATE ON
 RC2212'EITHER SIDE OF THE HIGHWAY, TURN RIGHT, PASS THRU THE GATE AND
 RC2212'GO NORTHWEST ON THE DIM TRACK ROAD FOR 0.2 MILE TO THE OLD
 RC2212'CORRAL ON THE FIRST SUMMIT AND STATION.
 RC2212'
 RC2212'TO REACH THE AZIMUTH MARK FROM THE GATES NEAR THE HIGHWAY,
 RC2212'MENTIONED ABOVE, CONTINUE SOUTHERLY ON U.S. HIGHWAY 197 FOR 0.7
 RC2212'MILE TO THE MARK ON THE RIGHT.
 RC2212'
 RC2212'THE STATION MARK, STAMPED CONNALY 1946, IS A STANDARD DISK
 RC2212'CEMENTED IN A DRILL HOLE IN A 1-1/2 BY 1-1/2 FOOT BOULDER THAT
 RC2212'PROJECTS 3 INCHES, 110 FEET SOUTHEAST OF THE EAST END OF AN OLD
 RC2212'GATE INTO THE CORRAL, 5 FEET SOUTHWEST OF A ROCK CAIRN, AND 1
 RC2212'FOOT SOUTHEAST OF A METAL WITNESS POST.  (NOTE 4)
 RC2212'
 RC2212'REFERENCE MARK NO. 1, STAMPED CONNALY NO 1 1946, IS A STANDARD
 RC2212'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS FLUSH ON THE
 RC2212'SOUTHEAST SIDE, AND PROJECTS 1 FOOT ON THE NORTHWEST SIDE, 130
 RC2212'FEET SOUTHEAST OF THE EAST END OF THE GATE, 31 FEET NORTHEAST OF
 RC2212'THE WITNESS POST, AND 1 FOOT NORTH OF A ROCK CAIRN.  (NOTE 12C)
 RC2212'
 RC2212'REFERENCE MARK NO. 2, STAMPED CONNALY NO 2 1946, IS A STANDARD
 RC2212'DISK CEMENTED IN A DRILL HOLE IN A 2 BY 3 FOOT BOULDER THAT
 RC2212'PROJECTS 1 FOOT, 140 FEET SOUTH-SOUTHEAST OF THE EAST END OF THE
 RC2212'GATE, 37 FEET SOUTHWEST OF THE WITNESS POST, AND 1 FOOT EAST OF
 RC2212'A ROCK CAIRN.  (NOTE 12C)
 RC2212'
 RC2212'THE AZIMUTH MARK IS AN UNSTAMPED OREGON STATE HIGHWAY DEPARTMENT
 RC2212'BENCH MARK DISK CEMENTED IN A DRILL HOLE IN BEDROCK THAT
 RC2212'PROJECTS 3 INCHES, 0.25 MILE NORTHWEST OF MILE POST NO. 53, 28
 RC2212'FEET SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 197, 14 FEET
 RC2212'NORTHEAST OF THE RIGHT-OF-WAY FENCE LINE, AND 2 FEET SOUTHWEST
 RC2212'OF A WITNESS POST.
 RC2212'
 RC2212'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RC2212'5 MILES SOUTH-SOUTHEAST OF MAUPIN.
 RC2212
 RC2212                          STATION RECOVERY (1978)
 RC2212
 RC2212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 RC2212'THE STATION MARK, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK
 RC2212'WERE RECOVERED IN GOOD CONDITION.  LANDMARKS HAVE CHANGED.  A
 RC2212'NEW AND COMPLETE DESCRIPTION FOLLOWS.
 RC2212'
 RC2212'TO REACH THE STATION FROM THE MAUPIN POST OFFICE, GO SOUTHEASTERLY
 RC2212'ON U.S. HIGHWAY 197 FOR 7.0 MILES TO MILEPOST NO. 52, CONTINUE
 RC2212'ON THE HIGHWAY FOR 0.1 MILE TO A GATE ON EITHER SIDE OF THE
 RC2212'HIGHWAY, TURN RIGHT, PASS THRU THE GATE, AND GO NORTHWEST, CROSS
 RC2212'COUNTRY FOR 0.2 MILE TO THE STATION.
 RC2212'
 RC2212'THE STATION MARK, STAMPED CONNALY 1946, IS A STANDARD DISK
 RC2212'CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS 3-INCHES, 5
 RC2212'FEET SOUTHWEST OF A ROCK CAIRN, AND 1 FOOT SOUTHEAST OF A METAL
 RC2212'WITNESS POST.  (NOTE 2)
 RC2212'
 RC2212'REFERENCE MARK NO. 1, STAMPED CONNALY NO 1 1946, IS A STANDARD
 RC2212'DISK CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS
 RC2212'8-INCHES.  (NOTE 12A)
 RC2212'
 RC2212'REFERENCE MARK NO. 2, STAMPED CONNALY NO 2 1946, IS A STANDARD
 RC2212'DISK CEMENTED IN A DRILL HOLE IN A 2 BY 3 FOOT BOULDER THAT
 RC2212'PROJECTS 1-FOOT.
 RC2212'
 RC2212'TO REACH THE AZIMUTH MARK FROM THE GATE AT THE HIGHWAY, GO SOUTH
 RC2212'ON THE HIGHWAY FOR 0.7 MILE TO THE MARK ON THE RIGHT, JUST BEFORE
 RC2212'REACHING THE SLOW VEHICLE TURN-OUT LANE.
 RC2212'
 RC2212'THE AZIMUTH MARK IS AN UNSTAMPED OREGON STATE HIGHWAY BENCH MARK
 RC2212'DISK CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS 3-INCHES,
 RC2212'40 FEET NORTH OF THE SIGN, SLOW VEHICLE TURNOUT, 28 FEET WEST OF
 RC2212'THE CENTER OF THE HIGHWAY, 14 FEET EAST OF THE RIGHT-OF-WAY
 RC2212'FENCE LINE, AND 3 FEET WEST OF A WITNESS POST.
 RC2212'
 RC2212'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RC2212'4-1/2 MILES SOUTH-SOUTHEAST OF MAUPIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3820 ***********************************************************************
 RD3820  DESIGNATION -  CONNELL 2
 RD3820  PID         -  RD3820
 RD3820  STATE/COUNTY-  OR/COLUMBIA
 RD3820  USGS QUAD   -  DEER ISLAND (1990)
 RD3820
 RD3820                         *CURRENT SURVEY CONTROL
 RD3820  ___________________________________________________________________
 RD3820* NAD 83(1991)-  45 56 57.35293(N)    122 49 20.44538(W)     ADJUSTED  
 RD3820* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 RD3820  ___________________________________________________________________
 RD3820  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 RD3820  GEOID HEIGHT-         -22.01  (meters)                     GEOID03
 RD3820  HORZ ORDER  -  THIRD
 RD3820
 RD3820.The horizontal coordinates were established by classical geodetic methods
 RD3820.and adjusted by the National Geodetic Survey in October 1991.
 RD3820
 RD3820.The orthometric height was scaled from a topographic map.
 RD3820
 RD3820.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3820
 RD3820.The geoid height was determined by GEOID03.
 RD3820
 RD3820;                    North         East     Units Scale Factor Converg.
 RD3820;SPC OR N     -   256,243.217 2,319,966.117   MT  0.99998750   -1 38 49.1
 RD3820;SPC OR N     -   840,692.97  7,611,437.39   iFT  0.99998750   -1 38 49.1
 RD3820;SPC WA S     -    71,111.432   319,969.453   MT  0.99997573   -1 41 13.0
 RD3820;SPC WA S     -   233,304.76  1,049,766.45   sFT  0.99997573   -1 41 13.0
 RD3820;UTM  10      - 5,088,425.820   513,768.732   MT  0.99960233   +0 07 39.7
 RD3820
 RD3820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3820!SPC OR N     -   1.00000267  x   0.99998750  =   0.99999017
 RD3820!SPC WA S     -   1.00000267  x   0.99997573  =   0.99997840
 RD3820!UTM  10      -   1.00000267  x   0.99960233  =   0.99960500
 RD3820
 RD3820:                Primary Azimuth Mark                     Grid Az
 RD3820:SPC OR N     -  DARK PILE DAY MARK 1913                  066 05 54.0
 RD3820:SPC WA S     -  DARK PILE DAY MARK 1913                  066 08 17.9
 RD3820:UTM  10      -  DARK PILE DAY MARK 1913                  064 19 25.2
 RD3820
 RD3820|---------------------------------------------------------------------|
 RD3820| PID    Reference Object                     Distance      Geod. Az  |
 RD3820|                                                           dddmmss.s |
 RD3820| RD3896 DARK PILE DAY MARK 1913             APPROX. 1.5 KM 0642704.9 |
 RD3820| RD3894 MARTIN 3 USE 1912                   APPROX. 1.5 KM 1033917.0 |
 RD3820| RD3866 DAY MARK ON DOLPHIN 1913            APPROX. 2.6 KM 1344552.0 |
 RD3820| RD3824 OLD BARN GABLE                      120.305 METERS 17915     |
 RD3820| CE2434 CONNELL 2 WM                                       29754     |
 RD3820|---------------------------------------------------------------------|
 RD3820
 RD3820                          SUPERSEDED SURVEY CONTROL
 RD3820
 RD3820  NAD 83(1986)-  45 56 57.37145(N)    122 49 20.44203(W) AD(       ) 3
 RD3820  NAD 27      -  45 56 57.95800(N)    122 49 16.06300(W) AD(       ) 3
 RD3820
 RD3820.Superseded values are not recommended for survey control.
 RD3820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3820.See file dsdata.txt to determine how the superseded data were derived.
 RD3820
 RD3820_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1376988426(NAD 83)
 RD3820_MARKER: Z = SEE DESCRIPTION
 RD3820_SETTING: 0 = UNSPECIFIED SETTING
 RD3820
 RD3820  HISTORY     - Date     Condition        Report By
 RD3820  HISTORY     - 1912     MONUMENTED       USE
 RD3820
 RD3820                          STATION DESCRIPTION
 RD3820
 RD3820'DESCRIBED BY US ENGINEERS 1912
 RD3820'ON THE SOUTH SIDE OF A LANE AND 15 METERS INSIDE THE HIGH-WATER
 RD3820'LINE, SOUTH-SOUTHEAST FROM MR. CONNELLS HOUSE, AND 10 FEET
 RD3820'ABOVE LOW WATER.
 RD3820'
 RD3820'THE STATION IS MARKED BY AN IRON PIPE SET IN A CONCRETE PIER
 RD3820'1 FOOT SQUARE AND APPROXIMATELY 8 INCHES DEEP.  THE PIPE IS
 RD3820'3 FEET LONG AND FILLED WITH SAND TO THE BOTTOM OF THE CONCRETE
 RD3820'AND FILLED WITH CONCRETE TO THE TOP INTO WHICH A STATION DISK
 RD3820'OF THE U.S.E. IS SET.  THE PIPE PROJECTS 4 TO 8 INCHES ABOVE
 RD3820'THE CEMENT.
 RD3820'
 RD3820'THE REFERENCE MARK IS SET IN AN IRREGULAR PIER OF CONCRETE,
 RD3820'THE TOP OF WHICH IS SPHERICAL IN SHAPE AND PROJECTS FROM 6
 RD3820'TO 8 INCHES ABOVE THE SURFACE OF THE GROUND.
 RD3820'
 RD3820'THERE IS A COTTONWOOD STUMP WESTERLY 9.75 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1767 ***********************************************************************
 RD1767  DESIGNATION -  CONNERS
 RD1767  PID         -  RD1767
 RD1767  STATE/COUNTY-  OR/POLK
 RD1767  USGS QUAD   -  BALLSTON (1992)
 RD1767
 RD1767                         *CURRENT SURVEY CONTROL
 RD1767  ___________________________________________________________________
 RD1767* NAD 83(1991)-  45 03 37.08922(N)    123 21 10.40610(W)     ADJUSTED  
 RD1767* NAVD 88     -        85.     (meters)     279.     (feet)  VERTCON   
 RD1767  ___________________________________________________________________
 RD1767  LAPLACE CORR-          -7.75  (seconds)                    DEFLEC99
 RD1767  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 RD1767  HORZ ORDER  -  SECOND
 RD1767
 RD1767.The horizontal coordinates were established by classical geodetic methods
 RD1767.and adjusted by the National Geodetic Survey in October 1991.
 RD1767
 RD1767.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD1767.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD1767
 RD1767.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1767
 RD1767.The geoid height was determined by GEOID03.
 RD1767
 RD1767;                    North         East     Units Scale Factor Converg.
 RD1767;SPC OR N     -   158,829.078 2,275,364.661   MT  0.99989637   -2 01 23.6
 RD1767;SPC OR N     -   521,092.78  7,465,107.16   iFT  0.99989637   -2 01 23.6
 RD1767;UTM  10      - 4,989,709.851   472,216.014   MT  0.99960949   -0 14 59.3
 RD1767
 RD1767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1767!SPC OR N     -   0.99999007  x   0.99989637  =   0.99988645
 RD1767!UTM  10      -   0.99999007  x   0.99960949  =   0.99959957
 RD1767
 RD1767                          SUPERSEDED SURVEY CONTROL
 RD1767
 RD1767  NAD 83(1986)-  45 03 37.11564(N)    123 21 10.41970(W) AD(       ) 2
 RD1767  NAD 27      -  45 03 37.69719(N)    123 21 06.03833(W) AD(       ) 2
 RD1767  NGVD 29 (07/19/86)   84.     (m)          276.     (f) VERT ANG    3  
 RD1767
 RD1767.Superseded values are not recommended for survey control.
 RD1767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1767.See file dsdata.txt to determine how the superseded data were derived.
 RD1767
 RD1767_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ7221689710(NAD 83)
 RD1767
 RD1767  HISTORY     - Date     Condition        Report By
 RD1767  HISTORY     - 1972     MONUMENTED       OR-053
 RD1767
 RD1767                          STATION DESCRIPTION
 RD1767
 RD1767'DESCRIBED BY POLK COUNTY OREGON 1972 (RB)
 RD1767'THE STATION IS LOCATED IN POLK COUNTY, OREGON, IN THE SOUTHEAST
 RD1767'QUARTER OF THE SOUTHWEST QUARTER OF SECTION 7, TOWNSHIP 6 SOUTH,
 RD1767'RANGE 5 WEST OF THE WILLAMETTE MERIDIAN.
 RD1767'
 RD1767'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 22
 RD1767'AND STATE HIGHWAY 99W.  TRAVEL NORTH ON 99W FOR 7.6 MILES, TURN
 RD1767'LEFT (WEST) ON C.R. M-1 AND GO 4.8 MILES TO THE INTERSECTION OF
 RD1767'M01 AND M03.  PROCEED WEST ON M-3 FOR 1.2 MILES TO C.R. 655.  TURN
 RD1767'RIGHT (NORTH) ON 655 TRAVEL 0.8 MILES TO C.R. 661.  TURN LEFT
 RD1767'(WEST) AND GO 0.5 MILES.  THE STATION IS ON THE RIGHT SIDE OF
 RD1767'THE ROAD (NORTH).
 RD1767'
 RD1767'THE STATION IS A 12 IN CONCRETE MONUMENT WITH A POLK COUNTY BRASS
 RD1767'CAP STAMPED CONNERS 7CD 65 1971 SET FLUSH WITH THE GROUND WITH A
 RD1767'1-1/8 IN X 30 IN IRON RAB UNDERGROUND STATION.  IT IS LOCATED 3.5
 RD1767'FEET NORTHEAST OF A WITNESS POST AND 2 FEET SOUTH OF A FENCE.
 RD1767'
 RD1767'R.M. 1 IS A 5/8 IN X 30 IN IRON ROD WITH A POLK COUNTY ALUMINUM
 RD1767'CAP SET FLUSH WITH THE GROUND, 2 FEET SOUTH OF A FENCE AND 6 FEET
 RD1767'NORTH OF THE NORTH EDGE OF THE GRAVEL.
 RD1767'
 RD1767'R.M. 2 IS A 5/8 IN X 30 IN IRON ROD WITH A POLK COUNTY ALUMINUM
 RD1767'CAP SET FLUSH WITH THE GROUND 1.5 FEET NORTH OF A FENCE.
 RD1767'
 RD1767'HEIGHT OF LIGHT ABOVE STATION MARK 2.07 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2131 ***********************************************************************
 QE2131  DESIGNATION -  CONTROL STATION
 QE2131  PID         -  QE2131
 QE2131  STATE/COUNTY-  OR/LINN
 QE2131  USGS QUAD   -  INDIAN HEAD (1969)
 QE2131
 QE2131                         *CURRENT SURVEY CONTROL
 QE2131  ___________________________________________________________________
 QE2131* NAD 83(1991)-  44 19 06.32961(N)    123 03 04.62606(W)     ADJUSTED  
 QE2131* NAVD 88     -       154.     (meters)     505.     (feet)  SCALED    
 QE2131  ___________________________________________________________________
 QE2131  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 QE2131  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 QE2131  HORZ ORDER  -  SECOND
 QE2131
 QE2131.The horizontal coordinates were established by classical geodetic methods
 QE2131.and adjusted by the National Geodetic Survey in October 1991.
 QE2131
 QE2131.The orthometric height was scaled from a topographic map.
 QE2131
 QE2131.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2131
 QE2131.The geoid height was determined by GEOID03.
 QE2131
 QE2131;                    North         East     Units Scale Factor Converg.
 QE2131;SPC OR N     -    75,639.463 2,296,501.772   MT  1.00000379   -1 48 33.6
 QE2131;SPC OR N     -   248,160.97  7,534,454.63   iFT  1.00000379   -1 48 33.6
 QE2131;UTM  10      - 4,907,241.860   495,910.324   MT  0.99960021   -0 02 09.0
 QE2131
 QE2131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2131!SPC OR N     -   0.99997948  x   1.00000379  =   0.99998327
 QE2131!UTM  10      -   0.99997948  x   0.99960021  =   0.99957970
 QE2131
 QE2131                          SUPERSEDED SURVEY CONTROL
 QE2131
 QE2131  NAD 83(1986)-  44 19 06.34721(N)    123 03 04.65294(W) AD(       ) 2
 QE2131  NAD 27      -  44 19 06.89932(N)    123 03 00.33019(W) AD(       ) 2
 QE2131
 QE2131.Superseded values are not recommended for survey control.
 QE2131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2131.See file dsdata.txt to determine how the superseded data were derived.
 QE2131
 QE2131_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ9591007242(NAD 83)
 QE2131
 QE2131  HISTORY     - Date     Condition        Report By
 QE2131  HISTORY     - 1945     MONUMENTED       USE
 QE2131
 QE2131                          STATION DESCRIPTION
 QE2131
 QE2131'DESCRIBED BY US ENGINEERS 1945
 QE2131'SEE STATION BOND USGS
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC1018 ***********************************************************************
 PC1018  DESIGNATION -  COOBURG 2
 PC1018  PID         -  PC1018
 PC1018  STATE/COUNTY-  OR/DOUGLAS
 PC1018  USGS QUAD   -  ROSEBURG WEST (1987)
 PC1018
 PC1018                         *CURRENT SURVEY CONTROL
 PC1018  ___________________________________________________________________
 PC1018* NAD 83(1991)-  43 07 42.91207(N)    123 25 20.64495(W)     NO CHECK  
 PC1018* NAVD 88     -       248.0    (meters)     814.     (feet)  VERTCON   
 PC1018  ___________________________________________________________________
 PC1018  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 PC1018  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 PC1018  HORZ ORDER  -  THIRD
 PC1018
 PC1018.The horizontal coordinates were established by classical geodetic methods
 PC1018.and adjusted by the National Geodetic Survey in October 1991.
 PC1018.No horizontal observational check was made to the station.
 PC1018
 PC1018.The NAVD 88 height was computed by applying the VERTCON shift value to
 PC1018.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PC1018
 PC1018.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC1018
 PC1018.The geoid height was determined by GEOID03.
 PC1018
 PC1018;                    North         East     Units Scale Factor Converg.
 PC1018;SPC OR S     -   166,541.525 1,262,275.339   MT  0.99989485   -1 59 57.7
 PC1018;SPC OR S     -   546,396.08  4,141,323.29   iFT  0.99989485   -1 59 57.7
 PC1018;UTM  10      - 4,775,180.871   465,642.621   MT  0.99961452   -0 17 19.6
 PC1018
 PC1018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC1018!SPC OR S     -   0.99996486  x   0.99989485  =   0.99985971
 PC1018!UTM  10      -   0.99996486  x   0.99961452  =   0.99957939
 PC1018
 PC1018|---------------------------------------------------------------------|
 PC1018| PID    Reference Object                     Distance      Geod. Az  |
 PC1018|                                                           dddmmss.s |
 PC1018| CD9239 COOBURG 2 RM 4                        9.132 METERS 03037     |
 PC1018| PC0343 E 76 RESET                                         1270937.7 |
 PC1018| PC1015 COOBURG AZ MK 2                     APPROX. 1.4 KM 1522753.8 |
 PC1018| CD9240 COOBURG 2 RM 5                       13.655 METERS 25317     |
 PC1018|---------------------------------------------------------------------|
 PC1018
 PC1018                          SUPERSEDED SURVEY CONTROL
 PC1018
 PC1018  NAD 83(1986)-  43 07 42.90945(N)    123 25 20.66766(W) AD(       ) 3
 PC1018  NAD 27      -  43 07 43.49382(N)    123 25 16.40494(W) AD(       ) 3
 PC1018  NGVD 29 (07/19/86)  247.0    (m)          810.     (f) VERT ANG    3  
 PC1018
 PC1018.Superseded values are not recommended for survey control.
 PC1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC1018.See file dsdata.txt to determine how the superseded data were derived.
 PC1018
 PC1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN6564375181(NAD 83)
 PC1018_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PC1018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC1018
 PC1018  HISTORY     - Date     Condition        Report By
 PC1018  HISTORY     - 1974     MONUMENTED       NGS
 PC1018
 PC1018                          STATION DESCRIPTION
 PC1018
 PC1018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 PC1018'THE STATION IS 3/4 MILE NORTHWEST OF WINSTON ON RANGE LAND OWNED
 PC1018'BY MR. AL HOOTEN.
 PC1018'
 PC1018'TO REACH THE STATION FROM THE WINSTON POST OFFICE GO NORTH ON ROSE
 PC1018'AVENUE FOR 0.1 MILE TO SHERRY STREET, TURN LEFT, AND GO WEST FOR
 PC1018'0.2 MILE TO CIVIL BEND AVENUE, TURN RIGHT, AND GO NORTH FOR 0.1
 PC1018'MILE TO LOOKING ROAD, TURN LEFT, AND GO WEST ON LOOKING GLASS ROAD
 PC1018'FOR 0.15 MILE TO A SIDE ROAD RIGHT, TURN RIGHT, AND GO NORTH,
 PC1018'UPGRADE, FOR 0.15 MILE TO A LOCKED GATE, KEY MAY BE OBTAINED
 PC1018'FROM THE WINSTON WATER DEPARTMENT, PASS THRU THE GATE, AND GO
 PC1018'NORTH FOR 0.05 MILE TO THE STANDPIPES, AND THE END OF TRUCK
 PC1018'TRAVEL.  PACK NORTH PAST THE STANDPIPES TO THE TOP OF THE CUT
 PC1018'BANK, THEN CONTINUE NORTH 100 FEET TO THE STATION.  DURING
 PC1018'DRY WEATHER IT MAY BE POSSIBLE TO DRIVE TO THE STATION.
 PC1018'
 PC1018'THE STATION MARK, STAMPED COOBURG 2 1974, IS A STANDARD DISK SET
 PC1018'IN A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH, 100 FEET
 PC1018'NORTH OF THE TOP OF THE CUT BANK ABOVE THE STANDPIPES, 40 FEET
 PC1018'SOUTH-SOUTHWEST OF A PROMINENT OUTCROP THAT PROJECTS 3-FEET, AND
 PC1018'3 FEET NORTH OF A METAL WITNESS POST.
 PC1018'
 PC1018'REFERENCE MARK NO. 4, STAMPED COOBURG 2 NO 4 1974, IS A STANDARD
 PC1018'DISK CEMENTED IN A DRILL HOLE IN THE BASE OF THE PROMINENT ROCK
 PC1018'OUTCROP, 1 FOOT ABOVE THE GROUND, AND 1 FOOT HIGHER THAN THE
 PC1018'STATION.
 PC1018'
 PC1018'REFERENCE MARK NO. 5, STAMPED COOBURG 2 NO 5 1974, IS A STANDARD
 PC1018'DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH,
 PC1018'70 FEET NORTH OF THE TOP OF THE CUT BANK, AND 1 FOOT LOWER THAN
 PC1018'THE STATION.
 PC1018'
 PC1018'THE DISTANCE BETWEEN R.M. NO. 4, AND R.M. NO. 5 IS 69.85 FEET.
 PC1018'
 PC1018'BENCH MARK E 76 RESET 1974 MAY BE USED FOR THE AZIMUTH MARK.  IT
 PC1018'IS A STANDARD BENCH MARK DISK CEMENTED IN A DRILL HOLE IN THE
 PC1018'SIDEWALK AT THE SOUTHWEST CORNER OF THE WINSTON POST OFFICE, 70
 PC1018'FEET EAST OF THE CENTER OF ROSE AVENUE, AND 4.5 FEET WEST OF THE
 PC1018'SOUTHWEST CORNER OF THE POST OFFICE, THE DISK IS STAMPED E 76
 PC1018'RESET 1974.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2533 ***********************************************************************
 RD2533  DESIGNATION -  COOK
 RD2533  PID         -  RD2533
 RD2533  STATE/COUNTY-  OR/CLACKAMAS
 RD2533  USGS QUAD   -  LAKE OSWEGO (1984)
 RD2533
 RD2533                         *CURRENT SURVEY CONTROL
 RD2533  ___________________________________________________________________
 RD2533* NAD 83(1991)-  45 23 35.99825(N)    122 41 53.25601(W)     ADJUSTED  
 RD2533* NAVD 88     -       208.     (meters)     682.     (feet)  SCALED    
 RD2533  ___________________________________________________________________
 RD2533  LAPLACE CORR-           2.94  (seconds)                    DEFLEC99
 RD2533  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 RD2533  HORZ ORDER  -  THIRD
 RD2533
 RD2533.The horizontal coordinates were established by classical geodetic methods
 RD2533.and adjusted by the National Geodetic Survey in October 1991.
 RD2533
 RD2533.The orthometric height was scaled from a topographic map.
 RD2533
 RD2533.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2533
 RD2533.The geoid height was determined by GEOID03.
 RD2533
 RD2533;                    North         East     Units Scale Factor Converg.
 RD2533;SPC OR N     -   194,211.581 2,327,912.635   MT  0.99990225   -1 33 32.0
 RD2533;SPC OR N     -   637,177.10  7,637,508.65   iFT  0.99990225   -1 33 32.0
 RD2533;UTM  10      - 5,026,690.521   523,628.888   MT  0.99960686   +0 12 53.7
 RD2533
 RD2533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2533!SPC OR N     -   0.99997096  x   0.99990225  =   0.99987321
 RD2533!UTM  10      -   0.99997096  x   0.99960686  =   0.99957783
 RD2533
 RD2533:                Primary Azimuth Mark                     Grid Az
 RD2533:SPC OR N     -  PORTLAND MOUNT TABOR RAD POLE            032 39 24.8
 RD2533:UTM  10      -  PORTLAND MOUNT TABOR RAD POLE            030 52 59.1
 RD2533
 RD2533|---------------------------------------------------------------------|
 RD2533| PID    Reference Object                     Distance      Geod. Az  |
 RD2533|                                                           dddmmss.s |
 RD2533| RD2844 PORTLAND MOUNT TABOR RAD POLE       APPROX.15.3 KM 0310552.8 |
 RD2533| RD2564 ARDENWALD ELEVATED TANK             APPROX. 9.2 KM 0351102.6 |
 RD2533| RD2445 STANLEY WATER CO TANK               APPROX.10.5 KM 0463203.1 |
 RD2533| RD2518 PORTLAND SAN FRANCISCO BCN 56       APPROX. 5.6 KM 1770757.7 |
 RD2533|---------------------------------------------------------------------|
 RD2533
 RD2533                          SUPERSEDED SURVEY CONTROL
 RD2533
 RD2533  NAD 83(1986)-  45 23 36.01730(N)    122 41 53.26330(W) AD(       ) 3
 RD2533  NAD 27      -  45 23 36.66400(N)    122 41 48.89800(W) AD(       ) 3
 RD2533
 RD2533.Superseded values are not recommended for survey control.
 RD2533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2533.See file dsdata.txt to determine how the superseded data were derived.
 RD2533
 RD2533_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER2362926691(NAD 83)
 RD2533_MARKER: W = UNMONUMENTED
 RD2533_SETTING: 0 = UNSPECIFIED SETTING
 RD2533
 RD2533  HISTORY     - Date     Condition        Report By
 RD2533  HISTORY     - 1945     MONUMENTED       CGS
 RD2533  HISTORY     - 1960     MARK NOT FOUND   CGS
 RD2533
 RD2533                          STATION DESCRIPTION
 RD2533
 RD2533'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (FN)
 RD2533'NO PREVIOUS DESCRIPTION COULD BE FOUND.  BY INTERSECTION, THIS
 RD2533'LOCATION WAS FOUND TO HAVE BEEN ON THE SUMMIT OF COOK BUTTE.  THIS
 RD2533'HILLTOP HAS BEEN CULTIVATED, BUT NOW IS GRASSLAND.
 RD2533'
 RD2533'A SEARCH WAS MADE FOR MARKS, BUT NONE FOUND.  THE FARMER THAT FARMED
 RD2533'THE LAND, STATED THAT HE HAD NEVER SEEN ANY MARKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1678 ***********************************************************************
 RD1678  DESIGNATION -  COOKE
 RD1678  PID         -  RD1678
 RD1678  STATE/COUNTY-  OR/YAMHILL
 RD1678  USGS QUAD   -  DAYTON (1982)
 RD1678
 RD1678                         *CURRENT SURVEY CONTROL
 RD1678  ___________________________________________________________________
 RD1678* NAD 83(1991)-  45 14 28.84187(N)    123 04 10.74757(W)     ADJUSTED  
 RD1678* NAVD 88     -        95.     (meters)     312.     (feet)  SCALED    
 RD1678  ___________________________________________________________________
 RD1678  LAPLACE CORR-          -9.64  (seconds)                    DEFLEC99
 RD1678  GEOID HEIGHT-         -22.44  (meters)                     GEOID03
 RD1678  HORZ ORDER  -  SECOND
 RD1678
 RD1678.The horizontal coordinates were established by classical geodetic methods
 RD1678.and adjusted by the National Geodetic Survey in October 1991.
 RD1678
 RD1678.The orthometric height was scaled from a topographic map.
 RD1678
 RD1678.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1678
 RD1678.The geoid height was determined by GEOID03.
 RD1678
 RD1678;                    North         East     Units Scale Factor Converg.
 RD1678;SPC OR N     -   178,188.437 2,298,298.567   MT  0.99989538   -1 49 20.5
 RD1678;SPC OR N     -   584,607.73  7,540,349.63   iFT  0.99989538   -1 49 20.5
 RD1678;UTM  10      - 5,009,763.695   494,533.444   MT  0.99960037   -0 02 58.1
 RD1678
 RD1678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1678!SPC OR N     -   0.99998862  x   0.99989538  =   0.99988400
 RD1678!UTM  10      -   0.99998862  x   0.99960037  =   0.99958900
 RD1678
 RD1678|---------------------------------------------------------------------|
 RD1678| PID    Reference Object                     Distance      Geod. Az  |
 RD1678|                                                           dddmmss.s |
 RD1678| DD9559 COOKE RM 2                           20.471 METERS 00148     |
 RD1678| DD9557 COOKE AZ MK                                        2474233.7 |
 RD1678| DD9558 COOKE RM 1                           17.468 METERS 26922     |
 RD1678|---------------------------------------------------------------------|
 RD1678
 RD1678                          SUPERSEDED SURVEY CONTROL
 RD1678
 RD1678  NAD 83(1986)-  45 14 28.86599(N)    123 04 10.75752(W) AD(       ) 2
 RD1678  NAD 27      -  45 14 29.44549(N)    123 04 06.38823(W) AD(       ) 2
 RD1678
 RD1678.Superseded values are not recommended for survey control.
 RD1678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1678.See file dsdata.txt to determine how the superseded data were derived.
 RD1678
 RD1678_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR9453309764(NAD 83)
 RD1678_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RD1678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD1678
 RD1678  HISTORY     - Date     Condition        Report By
 RD1678  HISTORY     - 1941     MONUMENTED       CGS
 RD1678  HISTORY     - 1952     SEE DESCRIPTION  CGS
 RD1678  HISTORY     - 1967     SEE DESCRIPTION  CGS
 RD1678
 RD1678                          STATION DESCRIPTION
 RD1678
 RD1678'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (ANS)
 RD1678'STATION IS ABOUT 2 MILES E OF LAFAYETTE AND ABOUT 1/2 MILE NW OF
 RD1678'THE JUNCTION OF STATE HIGHWAYS 221 AND 233 WITH U.S. HIGHWAY
 RD1678'99W.  IT IS ON PROPERTY OWNED AND OPERATED BY MR. A.R. COOKE,
 RD1678'ON A SMALL HILLTOP ABOUT 0.3 MILE E OF HIS RESIDENCE.  THE HILL
 RD1678'IS CULTIVATED ON THE S SLOPE AND TIMBERED ON THE N SLOPE.  THE
 RD1678'STATION IS 3 FEET N OF AN E-W FENCE LINE, 10 FEET E OF A
 RD1678'GATE.  THE MARK PROJECTS 4 INCHES AND IS STAMPED COOKE 1940.
 RD1678'THERE IS A WHITE REFERENCE POST 5 FEET SW OF THE STATION.
 RD1678'
 RD1678'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 RD1678'BRONZE DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A AND 11A.
 RD1678'
 RD1678'REFERENCE MARK NO.1 IS ABOUT 1/2 METER LOWER THAN THE STATION,
 RD1678'1 FOOT N OF AN E-W FENCE LINE.  THE MARK PROJECTS 6 INCHES AND
 RD1678'IS STAMPED COOKE NO.1, 1940.
 RD1678'
 RD1678'REFERENCE MARK NO.2 IS ABOUT 1 METER LOWER THAN THE STATION AND
 RD1678'IS IN THE TIMBER.  THE MARK PROJECTS 6 INCHES AND IS STAMPED
 RD1678'COOKE NO.2, 1940.
 RD1678'
 RD1678'THE AZIMUTH MARK IS ABOUT 0.4 MILE SW OF THE STATION, 37 FEET
 RD1678'S OF THE CENTER LINE OF U.S. HIGHWAY 99W AND 0.1 MILE W OF THE
 RD1678'DRIVEWAY LEADING TO A.R. COOKES FARMHOUSE.  THE MARK PROJECTS 4
 RD1678'INCHES AND IS STAMPED COOKE 1940.  THERE IS A WHITE REFERENCE
 RD1678'POST 3 FEET W OF THE MARK.
 RD1678'
 RD1678'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 221
 RD1678'AND 233 WITH U.S. HIGHWAY 99W, 1.0 MILE N OF DAYTON, GO W ON
 RD1678'U.S. HIGHWAY 99W FOR 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT,
 RD1678'S SIDE OF THE ROAD.  CONTINUE W FOR 0.1 MILE TO A.R. COOKES MAIL
 RD1678'BOX AND DRIVEWAY TO HIS FARMHOUSE ON THE LEFT.  TURN LEFT, N,
 RD1678'AND GO 0.1 MILE TO HIS FARMHOUSE.  TURN RIGHT AND GO E ON FARM
 RD1678'ROAD FOR 0.25 MILE TO TOP OF THE HILL AND THE STATION.
 RD1678'
 RD1678'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
 RD1678
 RD1678                          STATION RECOVERY (1952)
 RD1678
 RD1678'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (GEB)
 RD1678'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION BUT A
 RD1678'NEW DESCRIPTION FOR REACHING THE STATION AND THE AZIMUTH MARK IS
 RD1678'NECESSARY.
 RD1678'
 RD1678'STATION IS ABOUT 2 MILES E OF LAFAYETTE, 1/2 MILE NW OF THE
 RD1678'JUNCTION OF STATE HIGHWAYS 221 AND 233 WITH U.S. HIGHWAY 99W, AND
 RD1678'0.2 MILE N OF THE OLD ROUTE OF HIGHWAY 99W.  IT IS ON THE SUMMIT
 RD1678'OF A LOW HILL THAT IS CULTIVATED ON THE S SLOPE.
 RD1678'
 RD1678'STATION MARK IS A STANDARD DISK, STAMPED COOKE 1940, SET IN A
 RD1678'10-INCH SQUARE CONCRETE POST PROJECTING 2 INCHES ABOVE THE
 RD1678'GROUND.  IT IS AT THE N SIDE OF THE SUMMIT, 5 METERS W OF A FIELD
 RD1678'ROAD, 9.5 FEET E OF A GATE POST, 5.5 FEET E OF A WITNESS POST,
 RD1678'AND 2.7 FEET N OF THE FENCE LINE.
 RD1678'
 RD1678'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED COOKE 1940 NO 1 AND
 RD1678'IS SET IN A 9-INCH SQUARE CONCRETE POST PROJECTING 2 INCHES ABOVE
 RD1678'THE GROUND.  IT IS ON THE NW SIDE OF THE SUMMIT, 11 METERS W OF
 RD1678'THE FIELD ROAD, 1 FOOT N OF THE FENCE LINE, AND 2 FEET LOWER THAN
 RD1678'THE STATION MARK.
 RD1678'
 RD1678'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED COOKE 1940 NO 2 AND
 RD1678'IS SET IN A 9-INCH SQUARE CONCRETE POST PROJECTING 2 INCHES ABOVE
 RD1678'THE GROUND.  IT IS N OF AND 4 FEET LOWER THAN THE STATION MARK
 RD1678'AND 4 METERS E OF THE CENTER OF THE TRACK ROAD.
 RD1678'
 RD1678'AZIMUTH MARK IS A STANDARD DISK, STAMPED COOKE 1940 AND IS SET
 RD1678'IN A 9-INCH SQUARE CONCRETE POST PROJECTING 4 INCHES ABOVE THE
 RD1678'GROUND.  IT IS ON THE S SIDE OF THE OLD HIGHWAY, ABOUT 100 YARDS
 RD1678'SE OF MAILBOX 137, 27 FEET SE OF POLE Y 23, AND 1 FOOT N OF THE
 RD1678'FENCE LINE.
 RD1678'
 RD1678'TO REACH THE STATION FROM THE POST OFFICE IN DUNDEE, GO S AND W
 RD1678'ON U.S. HIGHWAY 99W FOR 3.75 MILES TO THE INTERSECTION WITH STATE
 RD1678'HIGHWAYS 221 AND 233.  THENCE BEAR RIGHT, OFF HIGHWAY 99W, AND
 RD1678'CONTINUE W ON THE OLD HIGHWAY FOR 0.55 MILE TO A LANE BETWEEN
 RD1678'TWO CONCRETE POSTS ON THE RIGHT.  TURN RIGHT AND FOLLOW THE LANE
 RD1678'N FOR 0.15 MILE TO THE FARM BUILDINGS.  THENCE TURN RIGHT, E,
 RD1678'AND CONTINUE ON THE DIRT ROAD FOR 0.2 MILE, ALONG THE N SIDE OF
 RD1678'THE FENCE TO THE SUMMIT OF THE HILL AND THE STATION.
 RD1678'
 RD1678'TO REACH THE AZIMUTH MARK FROM THE STATION, GO W AND S TO THE
 RD1678'OLD HIGHWAY.  THENCE TURN RIGHT, W, AND CONTINUE ON THE OLD
 RD1678'HIGHWAY FOR 0.1 MILE TO THE MARK ON THE LEFT, S, SIDE OF THE ROAD.
 RD1678
 RD1678                          STATION RECOVERY (1967)
 RD1678
 RD1678'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JCL)
 RD1678'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND
 RD1678'THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  LANDMARKS
 RD1678'HAVE CHANGED.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 RD1678'
 RD1678'THE STATION IS 2 MILES NORTHEAST OF DAYTON AND 2 MILES EAST OF
 RD1678'LAFAYETTE IN PASTURE LAND OWNED BY MR. WILBUR STOLLER.
 RD1678'
 RD1678'TO REACH THE STATION FROM THE LAFAYETTE POST OFFICE GO EAST ON
 RD1678'U.S. HIGHWAY 99W FOR 1.0 MILE TO THE OLD ROAD ON THE LEFT, TURN
 RD1678'LEFT AND GO EAST ON THE OLD PAVEMENT FOR 0.9 MILE TO THE AZIMUTH
 RD1678'MARK ON THE RIGHT.  CONTINUE EAST ON THE PAVEMENT FOR 0.05 MILE
 RD1678'TO MR. STOLLERS MAIL BOX AND DRIVEWAY ON THE LEFT, TURN LEFT AND
 RD1678'GO NORTH ON THE DRIVEWAY FOR 0.1 MILE TO THE RESIDENCE ON THE
 RD1678'LEFT AND WHERE THE MACADAM DRIVEWAY TURNS EAST, TURN EAST AND
 RD1678'FOLLOW THE MACADAM EAST AND NORTH FOR 0.2 MILE TO A BOARD GATE
 RD1678'ON THE RIGHT AND THE END OF TRUCK TRAVEL, PACK SOUTHEAST FOR
 RD1678'300 FEET TO THE STATION.
 RD1678'
 RD1678'THE STATION MARK, STAMPED COOKE 1940, IS A STANDARD DISK SET IN
 RD1678'A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 1 INCH, 10 FEET
 RD1678'NORTHEAST OF THE EAST END OF A BOARD GATE, 3 FEET NORTH OF AN
 RD1678'EAST-WEST FENCE LINE AND 0.5 FOOT WEST OF A METAL WITNESS
 RD1678'POST.  (NOTE 1A AND 7A)
 RD1678'
 RD1678'REFERENCE MARK NO. 1, STAMPED COOKE NO 1 1940, IS A STANDARD DISK
 RD1678'SET IN AN 8-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES,
 RD1678'58 FEET WEST OF THE WITNESS POST, 33 FEET WEST OF THE WEST END OF
 RD1678'THE BOARD GATE AND 1-1/2 FEET NORTH OF THE EAST-WEST FENCE
 RD1678'LINE.  (NOTE 11A)
 RD1678'
 RD1678'REFERENCE MARK NO. 2, STAMPED COOKE NO 2 1940, IS A STANDARD DISK
 RD1678'SET IN AN 8-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES,
 RD1678'70 FEET NORTH OF THE EAST-WEST FENCE LINE, 67 FEET NORTH OF THE
 RD1678'WITNESS POST AND 30 FEET EAST OF THE TRACK ROAD TO THE
 RD1678'FIELD.  (NOTE 11A)
 RD1678'
 RD1678'THE AZIMUTH MARK, STAMPED COOKE 1940, IS A STANDARD DISK SET IN
 RD1678'AN 8-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 1 INCH.  IT IS
 RD1678'154 FEET EAST OF THE CENTER OF A DRIVEWAY SOUTH, 40 FEET SOUTH OF
 RD1678'THE CENTER OF THE OLD PAVEMENT, 28 FEET SOUTHEAST OF A POWER POLE,
 RD1678'1 FOOT NORTH OF AN EAST-WEST FENCE LINE AND 0.5 FOOT EAST OF A
 RD1678'METAL WITNESS POST.  (NOTE 16A)
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0869 ***********************************************************************
 NY0869  DESIGNATION -  COOKS
 NY0869  PID         -  NY0869
 NY0869  STATE/COUNTY-  OR/KLAMATH
 NY0869  USGS QUAD   -  COOKS MOUNTAIN (1988)
 NY0869
 NY0869                         *CURRENT SURVEY CONTROL
 NY0869  ___________________________________________________________________
 NY0869* NAD 83(1991)-  42 33 51.46278(N)    121 27 37.44579(W)     ADJUSTED  
 NY0869* NAVD 88     -      1739.9    (meters)    5708.     (feet)  VERTCON   
 NY0869  ___________________________________________________________________
 NY0869  LAPLACE CORR-           1.94  (seconds)                    DEFLEC99
 NY0869  GEOID HEIGHT-         -21.89  (meters)                     GEOID03
 NY0869  HORZ ORDER  -  SECOND
 NY0869
 NY0869.The horizontal coordinates were established by classical geodetic methods
 NY0869.and adjusted by the National Geodetic Survey in October 1991.
 NY0869
 NY0869.The NAVD 88 height was computed by applying the VERTCON shift value to
 NY0869.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NY0869
 NY0869.The Laplace correction was computed from DEFLEC99 derived deflections.
 NY0869
 NY0869.The geoid height was determined by GEOID03.
 NY0869
 NY0869;                    North         East     Units Scale Factor Converg.
 NY0869;SPC OR S     -   100,163.908 1,421,142.551   MT  0.99994984   -0 39 25.4
 NY0869;SPC OR S     -   328,621.75  4,662,541.18   iFT  0.99994984   -0 39 25.4
 NY0869;UTM  10      - 4,713,581.008   626,374.480   MT  0.99979649   +1 02 29.6
 NY0869
 NY0869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NY0869!SPC OR S     -   0.99973063  x   0.99994984  =   0.99968049
 NY0869!UTM  10      -   0.99973063  x   0.99979649  =   0.99952718
 NY0869
 NY0869:                Primary Azimuth Mark                     Grid Az
 NY0869:SPC OR S     -  SPODUE MTN LOOKOUT TOWER                 079 05 45.3
 NY0869:UTM  10      -  SPODUE MTN LOOKOUT TOWER                 077 23 50.3
 NY0869
 NY0869|---------------------------------------------------------------------|
 NY0869| PID    Reference Object                     Distance      Geod. Az  |
 NY0869|                                                           dddmmss.s |
 NY0869| NY0867 SPODUE MTN LOOKOUT TOWER            APPROX.16.0 KM 0782619.9 |
 NY0869| CD6261 COOKS RM 1                            7.046 METERS 18006     |
 NY0869| CD6260 COOKS AZ MK                                        2714752.0 |
 NY0869| NY0956 CALIMUS BUTTE LOOKOUT HOUSE         APPROX.11.0 KM 3123744.8 |
 NY0869| CD6262 COOKS RM 2                            8.540 METERS 33102     |
 NY0869|---------------------------------------------------------------------|
 NY0869
 NY0869                          SUPERSEDED SURVEY CONTROL
 NY0869
 NY0869  NAD 83(1986)-  42 33 51.46646(N)    121 27 37.45250(W) AD(       ) 2
 NY0869  NAD 27      -  42 33 51.95019(N)    121 27 33.43547(W) AD(       ) 2
 NY0869  NGVD 29 (07/19/86) 1738.7    (m)         5704.     (f) VERT ANG    3  
 NY0869
 NY0869.Superseded values are not recommended for survey control.
 NY0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0869.See file dsdata.txt to determine how the superseded data were derived.
 NY0869
 NY0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFN2637413581(NAD 83)
 NY0869_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NY0869_SETTING: 66 = SET IN ROCK OUTCROP
 NY0869
 NY0869  HISTORY     - Date     Condition        Report By
 NY0869  HISTORY     - 1967     MONUMENTED       CGS
 NY0869
 NY0869                          STATION DESCRIPTION
 NY0869
 NY0869'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (CAA)
 NY0869'STATION IS LOCATED ABOUT 28-1/2 MILES NORTHEAST OF KLAMATH FALLS,
 NY0869'21-3/4 MILES EAST OF CHILOQUIN, 8 MILES EAST-NORTHEAST OF SPRAGUE
 NY0869'RIVER AND IS ON THE WEST EDGE OF A FLAT TOPPED TIMBER COVERED
 NY0869'RIDGE WHICH IS KNOWN AS COOKS MOUNTAIN.
 NY0869'
 NY0869'TO REACH FROM THE U.S. NATIONAL BANK IN CHILOQUIN, GO NORTHEAST
 NY0869'ON SPRAGUE RIVER HIGHWAY FOR 4.2 MILES TO A PAVED FORK, KEEP THE
 NY0869'RIGHT FORK AND GO EAST ON A PAVED ROAD FOR 10.0 MILES TO A GRAVEL
 NY0869'ROAD LEFT, TURN SHARP LEFT AND GO NORTH ON LONE PINE ROAD FOR
 NY0869'0.1 MILE TO A SIDE ROAD RIGHT AND SIGN FUEGO MTN. 19, TURN RIGHT
 NY0869'AND GO EAST ON A GRAVEL ROAD FOR 0.9 MILE TO A FORK, KEEP RIGHT
 NY0869'ON ROAD 33065 FOR 5.9 MILES TO A SIDE ROAD LEFT, CONTINUE AHEAD
 NY0869'FOR 0.35 MILE TO A FORK, KEEP RIGHT FORK AND CONTINUE ON ROAD
 NY0869'33065 FOR 0.3 MILE TO A FORK, TAKE THE RIGHT FORK, ROAD
 NY0869'34035, FOR 0.3 MILE TO A FORK, TAKE THE RIGHT FORK FOR 0.5 MILE
 NY0869'TO A FORK, KEEP THE LEFT FORK AND GO EAST FOR 0.9 MILE TO THE
 NY0869'AZIMUTH MARK ON THE LEFT (WHICH IS JUST AFTER THE ROAD STARTS
 NY0869'DOWNHILL), CONTINUE AHEAD FOR 1.8 MILES TO A FORK, KEEP THE LEFT
 NY0869'FORK FOR 0.1 MILE TO A SADDLE AND TWO ROADS LEADING TO THE
 NY0869'RIGHT, CONTINUE AHEAD FOR 0.1 MILE TO A FORK, KEEP THE LEFT
 NY0869'FORK, ROAD 35046B, FOR 0.7 MILE TO A REVERSE FORK, TURN SHARP
 NY0869'LEFT, UPHILL, FOR 0.1 MILE TO A FORK, KEEP RIGHT FOR 0.25
 NY0869'MILE TO A TRACK ROAD RIGHT, KEEP LEFT FOR 0.45 MILE TO A FORK,
 NY0869'KEEP RIGHT FORK FOR 0.05 MILE TO A FORK, KEEP THE LEFT FORK AND
 NY0869'GO WEST AND NORTHWEST FOR 0.7 MILE TO THE TOP OF A FLAT HILL
 NY0869'AND THE END OF TRUCK TRAVEL.  THE STATION IS ABOUT 50
 NY0869'YARDS WEST OF THIS POINT.
 NY0869'
 NY0869'STATION MARK IS A STANDARD DISK, STAMPED COOKS 1967, CEMENTED IN
 NY0869'A DRILL HOLE IN AN OUTCROP.  IT IS 11 FEET EAST OF A ROCK LEDGE
 NY0869'AND IS IN AN AREA COVERED WITH LARGE BOULDERS.
 NY0869'
 NY0869'REFERENCE MARK 1 IS A STANDARD DISK STAMPED COOKS NO 1 1967,
 NY0869'CEMENTED IN A DRILL HOLE IN A LARGE BOULDER.  IT IS 9.5 FEET EAST
 NY0869'OF THE ROCK LEDGE AND ABOUT 2 FEET HIGHER THAN THE STATION.
 NY0869'
 NY0869'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED COOKS NO 2 1967,
 NY0869'CEMENTED IN A DRILL HOLE IN A LARGE BOULDER.  IT IS 4 FEET NORTHEAST
 NY0869'OF THE LEDGE AND ABOUT 2 FEET HIGHER THAN THE STATION.
 NY0869'
 NY0869'AZIMUTH MARK IS A STANDARD DISK, STAMPED COOKS 1967, CEMENTED IN
 NY0869'A DRILL HOLE IN A LARGE BOULDER WHICH PROJECTS ABOUT 8 FEET ON
 NY0869'THE SOUTH AND HAS MANY LARGE BOULDERS TO THE NORTH.  IT IS 42
 NY0869'FEET NORTH OF THE CENTER OF A ROAD AND 5 FEET SOUTH OF A METAL
 NY0869'WITNESS POST.
 NY0869'
 NY0869'NOT FEASIBLE TO MEASURE BETWEEN REFERENCE MARKS DUE TO THE
 NY0869'LOCATION OF THE BOULDERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1704 ***********************************************************************
 QD1704  DESIGNATION -  COOLEY
 QD1704  PID         -  QD1704
 QD1704  STATE/COUNTY-  OR/DESCHUTES
 QD1704  USGS QUAD   -  BEND (1981)
 QD1704
 QD1704                         *CURRENT SURVEY CONTROL
 QD1704  ___________________________________________________________________
 QD1704* NAD 83(1991)-  44 06 34.68495(N)    121 18 37.92495(W)     ADJUSTED  
 QD1704* NAVD 88     -      1064.     (meters)    3491.     (feet)  VERTCON   
 QD1704  ___________________________________________________________________
 QD1704  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 QD1704  GEOID HEIGHT-         -21.06  (meters)                     GEOID03
 QD1704  HORZ ORDER  -  SECOND
 QD1704
 QD1704.The horizontal coordinates were established by classical geodetic methods
 QD1704.and adjusted by the National Geodetic Survey in October 1991.
 QD1704
 QD1704.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1704.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1704
 QD1704.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1704
 QD1704.The geoid height was determined by GEOID03.
 QD1704
 QD1704;                    North         East     Units Scale Factor Converg.
 QD1704;SPC OR S     -   271,699.756 1,435,109.011   MT  1.00002971   -0 33 16.3
 QD1704;SPC OR S     -   891,403.40  4,708,362.90   iFT  1.00002971   -0 33 16.3
 QD1704;UTM  10      - 4,885,437.479   635,202.348   MT  0.99982482   +1 10 34.0
 QD1704
 QD1704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1704!SPC OR S     -   0.99983646  x   1.00002971  =   0.99986617
 QD1704!UTM  10      -   0.99983646  x   0.99982482  =   0.99966131
 QD1704
 QD1704:                Primary Azimuth Mark                     Grid Az
 QD1704:SPC OR S     -  LAIDLAW                                  329 03 39.9
 QD1704:UTM  10      -  LAIDLAW                                  327 19 49.6
 QD1704
 QD1704|---------------------------------------------------------------------|
 QD1704| PID    Reference Object                     Distance      Geod. Az  |
 QD1704|                                                           dddmmss.s |
 QD1704| QD1670 LAIDLAW                             APPROX. 5.4 KM 3283023.6 |
 QD1704|---------------------------------------------------------------------|
 QD1704
 QD1704                          SUPERSEDED SURVEY CONTROL
 QD1704
 QD1704  NAD 83(1986)-  44 06 34.69247(N)    121 18 37.92847(W) AD(       ) 2
 QD1704  NAD 27      -  44 06 35.27528(N)    121 18 33.80745(W) AD(       ) 2
 QD1704  NGVD 29 (07/19/86) 1063.     (m)         3488.     (f) VERT ANG    3  
 QD1704
 QD1704.Superseded values are not recommended for survey control.
 QD1704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1704.See file dsdata.txt to determine how the superseded data were derived.
 QD1704
 QD1704_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP3520285437(NAD 83)
 QD1704_MARKER: DD = SURVEY DISK
 QD1704_SETTING: 66 = SET IN ROCK OUTCROP
 QD1704_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 QD1704_MAGNETIC: N = NO MAGNETIC MATERIAL
 QD1704_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QD1704+STABILITY: POSITION/ELEVATION WELL
 QD1704
 QD1704  HISTORY     - Date     Condition        Report By
 QD1704  HISTORY     - 1979     MONUMENTED       OR-017
 QD1704
 QD1704                          STATION DESCRIPTION
 QD1704
 QD1704'DESCRIBED BY DESCHUTES COUNTY OREGON 1979 (JAK)
 QD1704'THE STATION IS ABOUT  3.2 MILES NORTH OF BEND ON THE NORTH SIDE
 QD1704'OF HIGHWAY 20.
 QD1704'
 QD1704'TO REACH THE STATION FROM THE COURTHOUSE IN BEND, GO EAST ON
 QD1704'GREENWOOD AVENUE FOR 0.5 MILES, TO THE JUNCTION WITH HIGHWAY 97.
 QD1704'TURN LEFT AND GO NORTH ON HIGHWAY 97 FOR 2.6 MILES TO THE JUNCTION
 QD1704'WITH HIGHWAY 20.  TURN LEFT AND GO WEST ON HIGHWAY 20 FOR 1.1 MILES
 QD1704'TO THE STATION.
 QD1704'
 QD1704'STATION IS A STANDARD DESCHUTES COUNTY DISK STAMPED---COOLEY 1980---.
 QD1704'THE DISK IS SET IN BEDROCK FLUSH WITH THE GROUND.  IT IS 24 FEET
 QD1704'NORTH OF EDGE OF PAVEMENT ON HIGHWAY 20, AND 140 FEET WEST OF THE
 QD1704'CENTERLINE OF COOLEY ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0984 ***********************************************************************
 OA0984  DESIGNATION -  COOLEY
 OA0984  PID         -  OA0984
 OA0984  STATE/COUNTY-  OR/CURRY
 OA0984  USGS QUAD   -  BROOKINGS (1986)
 OA0984
 OA0984                         *CURRENT SURVEY CONTROL
 OA0984  ___________________________________________________________________
 OA0984* NAD 83(1991)-  42 02 19.95324(N)    124 15 45.11112(W)     ADJUSTED  
 OA0984* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 OA0984  ___________________________________________________________________
 OA0984  LAPLACE CORR-          11.19  (seconds)                    DEFLEC99
 OA0984  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 OA0984  HORZ ORDER  -  THIRD
 OA0984
 OA0984.The horizontal coordinates were established by classical geodetic methods
 OA0984.and adjusted by the National Geodetic Survey in October 1991.
 OA0984
 OA0984.The orthometric height was scaled from a topographic map.
 OA0984
 OA0984.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA0984
 OA0984.The geoid height was determined by GEOID03.
 OA0984
 OA0984;                    North         East     Units Scale Factor Converg.
 OA0984;SPC OR S     -    48,345.616 1,188,538.927   MT  1.00008711   -2 34 26.9
 OA0984;SPC OR S     -   158,614.23  3,899,405.93   iFT  1.00008711   -2 34 26.9
 OA0984;SPC CA 1     -   802,860.637 1,812,660.845   MT  1.00011588   -1 28 46.0
 OA0984;SPC CA 1     - 2,634,051.94  5,947,038.12   sFT  1.00011588   -1 28 46.0
 OA0984;UTM  10      - 4,654,863.611   395,502.974   MT  0.99973436   -0 50 43.8
 OA0984
 OA0984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA0984!SPC OR S     -   1.00000376  x   1.00008711  =   1.00009087
 OA0984!SPC CA 1     -   1.00000376  x   1.00011588  =   1.00011964
 OA0984!UTM  10      -   1.00000376  x   0.99973436  =   0.99973812
 OA0984
 OA0984:                Primary Azimuth Mark                     Grid Az
 OA0984:SPC OR S     -  PINE HILL                                071 03 31.5
 OA0984:SPC CA 1     -  PINE HILL                                069 57 50.6
 OA0984:UTM  10      -  PINE HILL                                069 19 48.4
 OA0984
 OA0984|---------------------------------------------------------------------|
 OA0984| PID    Reference Object                     Distance      Geod. Az  |
 OA0984|                                                           dddmmss.s |
 OA0984| OA0949 PINE HILL                           APPROX. 1.7 KM 0682904.6 |
 OA0984|---------------------------------------------------------------------|
 OA0984
 OA0984                          SUPERSEDED SURVEY CONTROL
 OA0984
 OA0984  NAD 83(1986)-  42 02 19.94396(N)    124 15 45.11539(W) AD(       ) 3
 OA0984  NAD 27      -  42 02 20.56000(N)    124 15 40.74000(W) AD(       ) 3
 OA0984
 OA0984.Superseded values are not recommended for survey control.
 OA0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0984.See file dsdata.txt to determine how the superseded data were derived.
 OA0984
 OA0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCM9550354864(NAD 83)
 OA0984
 OA0984  HISTORY     - Date     Condition        Report By
 OA0984  HISTORY     - 1870     MONUMENTED       CGS
 OA0984  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OA0984  HISTORY     - 19981112 MARK NOT FOUND   USPSQD
 OA0984
 OA0984                          STATION DESCRIPTION
 OA0984
 OA0984'DESCRIBED BY COAST AND GEODETIC SURVEY 1870 (AWC)
 OA0984'STATION IS ON THE BLUFF OCEAN BANK ON THE FARM OF
 OA0984'MR. COOLEY.  FOLLOW THE ROAD TOWARD CHETCO UNTIL YOU COME TO THE
 OA0984'POINT WHERE IT DESCENDS THE BANK.  THEN TURN TO THE LEFT, CROSS
 OA0984'THE FENCE, AND THE STATION WILL BE FOUND ON THE FIRST PROJECTION
 OA0984'S OF THE BANK.
 OA0984'
 OA0984'THE STATION IS MARKED BY A BOTTLE BURIED 3 FEET BELOW THE
 OA0984'SURFACE, AND AT THE SURFACE THERE ARE THREE STUBS WITH A COPPER
 OA0984'TACK IN THE TOP OF EACH, DISTANT 3 FEET AND BEARING N, S AND
 OA0984'E (MAGNETIC).
 OA0984
 OA0984                          STATION RECOVERY (1934)
 OA0984
 OA0984'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (LAM)
 OA0984'STATION NOT RECOVERED.  NEW DESCRIPTION OF VICINITY
 OA0984'FOLLOWS--STATION IS ABOUT 0.5 MILE SE FROM THE MOUTH OF CHETCO
 OA0984'RIVER AND THE SAME DISTANCE SW FROM THE OREGON COAST HIGHWAY, JUST
 OA0984'E OF THE OCEAN BLUFF ON THE OLD COOLEY FARM.  THE ELEVATION OF
 OA0984'THE POINT IS ABOUT 75 FEET.  IT IS AT THE FIRST POINT WHERE THE
 OA0984'BLUFF COMES CLOSE TO THE OCEAN S OF CHETCO RIVER.  IT IS ABOUT
 OA0984'0.25 MILE S OF THE OLD HIGHWAY LOCATION.
 OA0984
 OA0984                          STATION RECOVERY (1998)
 OA0984
 OA0984'RECOVERY NOTE BY US POWER SQUADRON 1998
 OA0984'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3473 ***********************************************************************
 RD3473  DESIGNATION -  COON ISLAND FRONT RANGE LIGHT
 RD3473  PID         -  RD3473
 RD3473  STATE/COUNTY-  OR/MULTNOMAH
 RD3473  USGS QUAD   -  SAUVIE ISLAND (1990)
 RD3473
 RD3473                         *CURRENT SURVEY CONTROL
 RD3473  ___________________________________________________________________
 RD3473* NAD 83(1991)-  45 39 35.34734(N)    122 46 08.71619(W)     ADJUSTED  
 RD3473* NAVD 88     -              **(meters)            **(feet)            
 RD3473  ___________________________________________________________________
 RD3473  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 RD3473  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 RD3473  HORZ ORDER  -  THIRD
 RD3473
 RD3473.The horizontal coordinates were established by classical geodetic methods
 RD3473.and adjusted by the National Geodetic Survey in October 1991.
 RD3473
 RD3473
 RD3473.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3473
 RD3473.The geoid height was determined by GEOID03.
 RD3473
 RD3473;                    North         East     Units Scale Factor Converg.
 RD3473;SPC OR N     -   223,968.761 2,323,190.315   MT  0.99993130   -1 36 33.1
 RD3473;SPC OR N     -   734,805.65  7,622,015.47   iFT  0.99993130   -1 36 33.1
 RD3473;SPC WA S     -    38,833.132   323,171.557   MT  1.00004384   -1 38 53.7
 RD3473;SPC WA S     -   127,405.03  1,060,272.02   sFT  1.00004384   -1 38 53.7
 RD3473;UTM  10      - 5,056,278.073   517,989.319   MT  0.99960398   +0 09 54.5
 RD3473
 RD3473                          SUPERSEDED SURVEY CONTROL
 RD3473
 RD3473  NAD 83(1986)-  45 39 35.36662(N)    122 46 08.71730(W) AD(       ) 4
 RD3473  NAD 27      -  45 39 35.94500(N)    122 46 04.35600(W) AD(       ) 3
 RD3473
 RD3473.Superseded values are not recommended for survey control.
 RD3473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3473.See file dsdata.txt to determine how the superseded data were derived.
 RD3473
 RD3473_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1798956278(NAD 83)
 RD3473
 RD3473  HISTORY     - Date     Condition        Report By
 RD3473  HISTORY     - 1937     MONUMENTED       CGS
 RD3473  HISTORY     - 1960     SEE DESCRIPTION  CGS
 RD3473  HISTORY     - 19940423 MARK NOT FOUND   USPSQD
 RD3473
 RD3473                          STATION DESCRIPTION
 RD3473
 RD3473'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (RWK)
 RD3473'THE CENTER OF LIGHT WAS INTERSECTED.
 RD3473
 RD3473                          STATION RECOVERY (1960)
 RD3473
 RD3473'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FN)
 RD3473'THIS LIGHT WAS REBUILT IN 1940.  THIS INTERSECTION STATION HAS
 RD3473'BEEN LOST.
 RD3473
 RD3473                          STATION RECOVERY (1994)
 RD3473
 RD3473'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD3473'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3483 ***********************************************************************
 RD3483  DESIGNATION -  COON ISLAND LIGHT
 RD3483  PID         -  RD3483
 RD3483  STATE/COUNTY-  OR/MULTNOMAH
 RD3483  USGS QUAD   -  SAUVIE ISLAND (1990)
 RD3483
 RD3483                         *CURRENT SURVEY CONTROL
 RD3483  ___________________________________________________________________
 RD3483* NAD 83(1991)-  45 39 17.46601(N)    122 46 03.32473(W)     ADJUSTED  
 RD3483* NAVD 88     -              **(meters)            **(feet)            
 RD3483  ___________________________________________________________________
 RD3483  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 RD3483  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 RD3483  HORZ ORDER  -  THIRD
 RD3483
 RD3483.The horizontal coordinates were established by classical geodetic methods
 RD3483.and adjusted by the National Geodetic Survey in October 1991.
 RD3483
 RD3483
 RD3483.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3483
 RD3483.The geoid height was determined by GEOID03.
 RD3483
 RD3483;                    North         East     Units Scale Factor Converg.
 RD3483;SPC OR N     -   223,413.681 2,323,291.490   MT  0.99993056   -1 36 29.3
 RD3483;SPC OR N     -   732,984.52  7,622,347.41   iFT  0.99993056   -1 36 29.3
 RD3483;SPC WA S     -    38,277.920   323,272.365   MT  1.00004523   -1 38 49.8
 RD3483;SPC WA S     -   125,583.48  1,060,602.75   sFT  1.00004523   -1 38 49.8
 RD3483;UTM  10      - 5,055,726.572   518,107.593   MT  0.99960403   +0 09 58.3
 RD3483
 RD3483                          SUPERSEDED SURVEY CONTROL
 RD3483
 RD3483  NAD 83(1986)-  45 39 17.48522(N)    122 46 03.32598(W) AD(       ) 4
 RD3483  NAD 27      -  45 39 18.06400(N)    122 45 58.96500(W) AD(       ) 3
 RD3483
 RD3483.Superseded values are not recommended for survey control.
 RD3483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3483.See file dsdata.txt to determine how the superseded data were derived.
 RD3483
 RD3483_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1810855727(NAD 83)
 RD3483
 RD3483  HISTORY     - Date     Condition        Report By
 RD3483  HISTORY     - 1913     MONUMENTED       CGS
 RD3483  HISTORY     - 1960     SEE DESCRIPTION  CGS
 RD3483  HISTORY     - 19940424 MARK NOT FOUND   USPSQD
 RD3483
 RD3483                          STATION DESCRIPTION
 RD3483
 RD3483'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (FN)
 RD3483'FROM LOCAL INFORMATION RECEIVED THIS LIGHT WAS REBUILT BEFORE
 RD3483'1935.
 RD3483'
 RD3483'THIS INTERSECTION STATION HAS BEEN LOST.
 RD3483
 RD3483                          STATION RECOVERY (1994)
 RD3483
 RD3483'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD3483'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2740 ***********************************************************************
 RD2740  DESIGNATION -  COOPER
 RD2740  PID         -  RD2740
 RD2740  STATE/COUNTY-  OR/WASHINGTON
 RD2740  USGS QUAD   -  BEAVERTON (1984)
 RD2740
 RD2740                         *CURRENT SURVEY CONTROL
 RD2740  ___________________________________________________________________
 RD2740* NAD 83(1991)-  45 27 16.91060(N)    122 52 21.32726(W)     ADJUSTED  
 RD2740* NAVD 88     -       233.     (meters)     764.     (feet)  SCALED    
 RD2740  ___________________________________________________________________
 RD2740  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 RD2740  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 RD2740  HORZ ORDER  -  FIRST
 RD2740
 RD2740.The horizontal coordinates were established by classical geodetic methods
 RD2740.and adjusted by the National Geodetic Survey in October 1991.
 RD2740
 RD2740.The orthometric height was scaled from a topographic map.
 RD2740
 RD2740.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2740
 RD2740.The geoid height was determined by GEOID03.
 RD2740
 RD2740;                    North         East     Units Scale Factor Converg.
 RD2740;SPC OR N     -   201,414.407 2,314,458.165   MT  0.99990702   -1 40 57.4
 RD2740;SPC OR N     -   660,808.42  7,593,366.68   iFT  0.99990702   -1 40 57.4
 RD2740;UTM  10      - 5,033,471.430   509,962.044   MT  0.99960122   +0 05 26.9
 RD2740
 RD2740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2740!SPC OR N     -   0.99996705  x   0.99990702  =   0.99987408
 RD2740!UTM  10      -   0.99996705  x   0.99960122  =   0.99956829
 RD2740
 RD2740:                Primary Azimuth Mark                     Grid Az
 RD2740:SPC OR N     -  ALOHA HUBER DISTRICT TANK 1              014 15 29.5
 RD2740:UTM  10      -  ALOHA HUBER DISTRICT TANK 1              012 29 05.2
 RD2740
 RD2740|---------------------------------------------------------------------|
 RD2740| PID    Reference Object                     Distance      Geod. Az  |
 RD2740|                                                           dddmmss.s |
 RD2740| RD2739 ALOHA HUBER DISTRICT TANK 1         APPROX. 4.1 KM 0123432.1 |
 RD2740| CE2435 COOPER AZ MK                                       1325829.5 |
 RD2740| CE2436 COOPER RM 1                          30.572 METERS 18443     |
 RD2740| RD2777 REEDVILLE ALOHA HUBER TANK 2        APPROX. 5.1 KM 3413034.2 |
 RD2740| CE2437 COOPER RM 2                          32.080 METERS 35309     |
 RD2740|---------------------------------------------------------------------|
 RD2740
 RD2740                          SUPERSEDED SURVEY CONTROL
 RD2740
 RD2740  NAD 83(1986)-  45 27 16.93221(N)    122 52 21.33295(W) AD(       ) 1
 RD2740  NAD 27      -  45 27 17.50809(N)    122 52 16.97299(W) AD(       ) 1
 RD2740
 RD2740.Superseded values are not recommended for survey control.
 RD2740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2740.See file dsdata.txt to determine how the superseded data were derived.
 RD2740
 RD2740_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER0996233471(NAD 83)
 RD2740_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RD2740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD2740
 RD2740  HISTORY     - Date     Condition        Report By
 RD2740  HISTORY     - 1962     MONUMENTED       CGS
 RD2740  HISTORY     - 1988     GOOD             USPSQD
 RD2740  HISTORY     - 19940226 MARK NOT FOUND   USPSQD
 RD2740
 RD2740                          STATION DESCRIPTION
 RD2740
 RD2740'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 RD2740'THE STATION IS LOCATED 4 MILES SOUTHWEST OF BEAVERTON, 3 MILES
 RD2740'SOUTHEAST OF REEDVILLE, 2-1/2 MILES SOUTHWEST OF ALOHA AND ON
 RD2740'WHAT IS LOCALLY KNOWN AS COOPER MOUNTAIN.
 RD2740'
 RD2740'TO REACH THE STATION FROM THE POST OFFICE IN ALOHA, GO WEST FOR
 RD2740'0.05 MILE TO 185TH AVENUE, TURN LEFT ON 185TH AVENUE AND GO 2.7
 RD2740'MILES TO A SIDE ROAD LEFT, TURN LEFT AND GO SOUTH ON KEMMER
 RD2740'ROAD FOR 0.25 MILE TO THE TOP OF THE HILL AND THE STATION ON THE
 RD2740'LEFT.  (CONTINUE SOUTH AND EAST FOR 0.25 MILE TO THE AZIMUTH MARK
 RD2740'ON THE LEFT.)
 RD2740'
 RD2740'THE STATION MARK IS A STANDARD DISK, STAMPED COOPER 1962, SET
 RD2740'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS 12-INCHES
 RD2740'BELOW THE GROUND SURFACE.  IT IS 53 FEET EAST OF A POWER LINE
 RD2740'POLE, 32 FEET EAST OF THE CENTER OF A GRAVELED ROAD, 12 FEET
 RD2740'SOUTHWEST OF A 5-INCH PEAR TREE AND 8.8 FEET EAST OF THE WITNESS
 RD2740'POST.
 RD2740'
 RD2740'REFERENCE MARK NO 1 IS A STANDARD DISK, STAMPED COOPER NO 1 1962,
 RD2740'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 RD2740'1-INCH.  IT IS 120 FEET SOUTHEAST OF THE POWER LINE POLE, 99 FEET
 RD2740'SOUTH OF THE WITNESS POST AND 24 FEET EAST OF THE CENTER OF
 RD2740'THE GRAVELED ROAD.
 RD2740'
 RD2740'REFERENCE MARK NO 2 IS A STANDARD DISK, STAMPED COOPER NO 2
 RD2740'1962, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 RD2740'PROJECTS 2-INCHES.  IT IS 105 FEET NORTH OF THE WITNESS POST,
 RD2740'100 FEET NORTHEAST OF THE POWER LINE POLE AND 18 FEET EAST OF
 RD2740'THE CENTER OF THE GRAVELED ROAD.
 RD2740'
 RD2740'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED COOPER 1962, SET
 RD2740'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 RD2740'2-INCHES.  IT IS 20 FEET NORTH OF THE CENTER OF A GRAVELED ROAD,
 RD2740'2 FEET SOUTH OF A FENCE AND 3.6 FEET SOUTHWEST OF THE WITNESS
 RD2740'POST.
 RD2740
 RD2740                          STATION RECOVERY (1988)
 RD2740
 RD2740'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCC)
 RD2740'RECOVERED IN GOOD CONDITION.
 RD2740
 RD2740                          STATION RECOVERY (1994)
 RD2740
 RD2740'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD2740'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA1354 ***********************************************************************
 RA1354  DESIGNATION -  COOPER
 RA1354  PID         -  RA1354
 RA1354  STATE/COUNTY-  OR/BAKER
 RA1354  USGS QUAD   -  HOMESTEAD (1990)
 RA1354
 RA1354                         *CURRENT SURVEY CONTROL
 RA1354  ___________________________________________________________________
 RA1354* NAD 83(1991)-  45 04 43.24740(N)    116 50 10.26286(W)     ADJUSTED  
 RA1354* NAVD 88     -      1447.1    (meters)    4748.     (feet)  VERTCON   
 RA1354  ___________________________________________________________________
 RA1354  LAPLACE CORR-          -6.86  (seconds)                    DEFLEC99
 RA1354  GEOID HEIGHT-         -15.79  (meters)                     GEOID03
 RA1354  HORZ ORDER  -  SECOND
 RA1354
 RA1354.The horizontal coordinates were established by classical geodetic methods
 RA1354.and adjusted by the National Geodetic Survey in October 1991.
 RA1354
 RA1354.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1354.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1354
 RA1354.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1354
 RA1354.The geoid height was determined by GEOID03.
 RA1354
 RA1354;                    North         East     Units Scale Factor Converg.
 RA1354;SPC OR N     -   163,444.108 2,788,355.730   MT  0.99989581   +2 35 54.0
 RA1354;SPC OR N     -   536,233.95  9,148,148.72   iFT  0.99989581   +2 35 54.0
 RA1354;SPC ID W     -   379,623.479   714,480.819   MT  1.00002323   -0 46 08.9
 RA1354;SPC ID W     - 1,245,481.36  2,344,092.49   sFT  1.00002323   -0 46 08.9
 RA1354;UTM  11      - 4,991,703.844   512,893.514   MT  0.99960204   +0 06 57.6
 RA1354
 RA1354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1354!SPC OR N     -   0.99977564  x   0.99989581  =   0.99967148
 RA1354!SPC ID W     -   0.99977564  x   1.00002323  =   0.99979887
 RA1354!UTM  11      -   0.99977564  x   0.99960204  =   0.99937777
 RA1354
 RA1354|---------------------------------------------------------------------|
 RA1354| PID    Reference Object                     Distance      Geod. Az  |
 RA1354|                                                           dddmmss.s |
 RA1354| CH7143 COOPER RM 1                           4.654 METERS 00551     |
 RA1354| CH7142 COOPER AZ MK                                       1193007.0 |
 RA1354| CH7144 COOPER RM 2                           4.190 METERS 24443     |
 RA1354|---------------------------------------------------------------------|
 RA1354
 RA1354                          SUPERSEDED SURVEY CONTROL
 RA1354
 RA1354  NAD 83(1986)-  45 04 43.24838(N)    116 50 10.26242(W) AD(       ) 2
 RA1354  NAD 27      -  45 04 43.68216(N)    116 50 06.70440(W) AD(       ) 2
 RA1354  NGVD 29 (07/19/86) 1446.0    (m)         4744.     (f) VERT ANG    3  
 RA1354
 RA1354.Superseded values are not recommended for survey control.
 RA1354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1354.See file dsdata.txt to determine how the superseded data were derived.
 RA1354
 RA1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK1289491704(NAD 83)
 RA1354_MARKER: Z = SEE DESCRIPTION
 RA1354_SETTING: 0 = UNSPECIFIED SETTING
 RA1354
 RA1354  HISTORY     - Date     Condition        Report By
 RA1354  HISTORY     - 1945     MONUMENTED       CGS
 RA1354
 RA1354                          STATION DESCRIPTION
 RA1354
 RA1354'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JTJ)
 RA1354'THE STATION IS LOCATED NEAR THE BAKER-WALLOWA COUNTY LINE, ALONG
 RA1354'A CREST OF A RIDGE BETWEEN COOPER AND BALLARD CREEKS, ABOUT 3/4
 RA1354'MILE E OF THE SNAKE RIVER CANYON RIM.  RIDGE IS BARE ON THE S
 RA1354'SIDE AND HAS HEAVY TIMBER AND BRUSH ON THE N.  IT IS ABOUT 4 MILES
 RA1354'NNE OF HOMESTEAD AND IS ON A SMALL RISE OF THE RIDGE.
 RA1354'
 RA1354'TO REACH FROM HOMESTEAD, GO N ON THE SNAKE RIVER ROAD FOR 2.0
 RA1354'MILES TO THE SNAKE RIVER BRIDGE, CONTINUE N ON THE W SIDE OF THE
 RA1354'RIVER FOR 1.9 MILES TO A FORKS, TAKE LEFT FORK UPGRADE TO THE
 RA1354'MC DONALD RANCH BUILDINGS, CONTINUE THROUGH LOT TO THE N OF THE
 RA1354'RANCH HOUSE AND PASS THROUGH A WIRE GATE, IN THE NW CORNER OF THE
 RA1354'LOT (ABOUT 200 YARDS N OF THE HOUSE) ONTO AN OLD MINING ROAD,
 RA1354'CONTINUE ON THE MINE ROAD UP STEEP GRADE FOR 1.1 MILES TO A
 RA1354'MINE DUMP AND OLD BUILDINGS (THIS WAS END OF TRUCK TRAVEL FOR
 RA1354'OBSERVING PARTY), CONTINUE UPGRADE ON AN OLD ROAD FOR
 RA1354'ABOUT 1/2 MILE TO A FORKS, TAKE RIGHT FORK FOR ABOUT 1 MILE TO
 RA1354'OLD BUILDINGS AND CREEK WHICH IS THE END OF THE ROAD.  TAKE TRAIL
 RA1354'UP CREEK ON FOOT FOR ABOUT 1/2 MILE TO AN OLD BRIDGE, CROSS
 RA1354'BRIDGE AND CONTINUE ON TRAIL, ON THE S SIDE OF CREEK FOR
 RA1354'ABOUT 1-1/2 MILES TO AN OLD MINE, TURN LEFT (S) AT MINE AND
 RA1354'PACK THROUGH BRUSH AND TIMBER TO THE TOP OF THE RIDGE AND
 RA1354'STATION JUST E OF THE FIRST MAIN SADDLE BELOW THE RIM OF
 RA1354'THE SNAKE RIVER.  A 2-HOUR PACK FROM THE LAST BUILDINGS OR END OF
 RA1354'THE ROAD.
 RA1354'
 RA1354'THE STATION MARK IS A BRONZE STATION DISK SET IN BEDROCK FLUSH
 RA1354'WITH THE GROUND SURFACE AND IS ON ABOUT THE HIGHEST POINT OF
 RA1354'THE RISE.  IT IS STAMPED COOPER 1945.
 RA1354'
 RA1354'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A 3- BY
 RA1354'1-1/2-FOOT OUTCROP PROJECTING ABOUT 1 FOOT, AND IS ABOUT 1 FOOT
 RA1354'LOWER THAN THE STATION.  STAMPED COOPER NO 1 1945.
 RA1354'
 RA1354'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 RA1354'PROJECTING ABOUT 4 INCHES, AND IS ABOUT 1-1/2 FEET LOWER THAN
 RA1354'THE STATION.  STAMPED COOPER NO 2 1945.
 RA1354'
 RA1354'THE AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN OUTCROP
 RA1354'PROJECTING ABOUT 1 FOOT AND ABOUT 100 FEET SW OF THE HIGHEST POINT
 RA1354'OF KNOLL.  IT IS ABOUT 0.25 MILE SE OF STATION AND IS STAMPED
 RA1354'COOPER 1945.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2105 ***********************************************************************
 QE2105  DESIGNATION -  COOPER HOLLOW
 QE2105  PID         -  QE2105
 QE2105  STATE/COUNTY-  OR/POLK
 QE2105  USGS QUAD   -  AIRLIE NORTH (1974)
 QE2105
 QE2105                         *CURRENT SURVEY CONTROL
 QE2105  ___________________________________________________________________
 QE2105* NAD 83(1991)-  44 51 07.36224(N)    123 19 19.04812(W)     ADJUSTED  
 QE2105* NAVD 88     -       100.     (meters)     328.     (feet)  VERTCON   
 QE2105  ___________________________________________________________________
 QE2105  LAPLACE CORR-          -8.74  (seconds)                    DEFLEC99
 QE2105  GEOID HEIGHT-         -22.11  (meters)                     GEOID03
 QE2105  HORZ ORDER  -  SECOND
 QE2105
 QE2105.The horizontal coordinates were established by classical geodetic methods
 QE2105.and adjusted by the National Geodetic Survey in October 1991.
 QE2105
 QE2105.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE2105.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE2105
 QE2105.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2105
 QE2105.The geoid height was determined by GEOID03.
 QE2105
 QE2105;                    North         East     Units Scale Factor Converg.
 QE2105;SPC OR N     -   135,616.074 2,276,991.147   MT  0.99990978   -2 00 04.7
 QE2105;SPC OR N     -   444,934.63  7,470,443.40   iFT  0.99990978   -2 00 04.7
 QE2105;UTM  10      - 4,966,565.108   474,559.578   MT  0.99960796   -0 13 37.5
 QE2105
 QE2105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2105!SPC OR N     -   0.99998778  x   0.99990978  =   0.99989756
 QE2105!UTM  10      -   0.99998778  x   0.99960796  =   0.99959575
 QE2105
 QE2105                          SUPERSEDED SURVEY CONTROL
 QE2105
 QE2105  NAD 83(1986)-  44 51 07.38766(N)    123 19 19.06469(W) AD(       ) 2
 QE2105  NAD 27      -  44 51 07.96144(N)    123 19 14.69764(W) AD(       ) 2
 QE2105  NGVD 29 (07/19/86)   99.     (m)          325.     (f) VERT ANG    3  
 QE2105
 QE2105.Superseded values are not recommended for survey control.
 QE2105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2105.See file dsdata.txt to determine how the superseded data were derived.
 QE2105
 QE2105_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ7456066565(NAD 83)
 QE2105
 QE2105  HISTORY     - Date     Condition        Report By
 QE2105  HISTORY     - 1972     MONUMENTED       OR-053
 QE2105
 QE2105                          STATION DESCRIPTION
 QE2105
 QE2105'DESCRIBED BY POLK COUNTY OREGON 1972 (RB)
 QE2105'THE STATION IS LOCATED IN POLK COUNTY, OREGON, IN THE NORTHEAST
 QE2105'QUARTER OF THE NORTHEAST QUARTER OF SECTION 29, TOWNSHIP 8 SOUTH,
 QE2105'RANGE 5 WEST OF THE WILLAMETTE MERIDIAN.
 QE2105'
 QE2105'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 99W
 QE2105'AND 51 IN MONMOUTH, TRAVEL WEST ON OSH 51 0.4 MILES TO THE
 QE2105'INTERSECTION OF OSH 51 AND MONMOUTH AVENUE.  TURN RIGHT ON MONMOUTH
 QE2105'AVENUE AND GO 0.2 MILES TO THE INTERSECTION OF MONMOUTH AVENUE AND
 QE2105'CHURCH STREET.  TURN LEFT ON CHURCH ST. (WHICH BECOMES C.R. 855)
 QE2105'AND GO 2.8 MILES TO THE INTERSECTION OF C.R. 855 AND C.R. 858.
 QE2105'GO WEST ON C.R. 858 1.8 MILES TO THE INTERSECTION OF C.R. 858 AND
 QE2105'C.R. 859 TO STATION.
 QE2105'
 QE2105'STATION IS A POLK COUNTY BRASS CAP IN CONCRETE MONUMENT ON THE
 QE2105'RIGHT (NORTH) SIDE OF C.R. 858 AND RIGHT (EAST) SIDE OF C.R.
 QE2105'859.  THERE IS A 5/8 IN X 30 IN REBAR WITH ALUMINUM CAP SET BELOW
 QE2105'THE STATION.  THE STATION HAS A SURVEY MONUMENT SIGN ON A STEEL
 QE2105'POST.
 QE2105'
 QE2105'R.M. 1 IS A 5/8 IN REBAR WITH ALUMINUM CAP AND IS 1 FOOT NORTH
 QE2105'AND 1 FOOT EAST OF AN ANCHOR POST.
 QE2105'
 QE2105'R.M. 2 IS A 5/8 IN X 30 IN REBAR WITH ALUMINUM CAP AND IS 1 FOOT
 QE2105'WEST OF A FENCE.
 QE2105'
 QE2105'HEIGHT OF LIGHT ABOVE STATION MARK 27.74 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2721 ***********************************************************************
 RD2721  DESIGNATION -  COOPER MOUNTAIN OIL DERRICK
 RD2721  PID         -  RD2721
 RD2721  STATE/COUNTY-  OR/WASHINGTON
 RD2721  USGS QUAD   -  BEAVERTON (1984)
 RD2721
 RD2721                         *CURRENT SURVEY CONTROL
 RD2721  ___________________________________________________________________
 RD2721* NAD 83(1991)-  45 27 11.70739(N)    122 52 14.98943(W)     ADJUSTED  
 RD2721* NAVD 88     -              **(meters)            **(feet)            
 RD2721  ___________________________________________________________________
 RD2721  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 RD2721  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 RD2721  HORZ ORDER  -  THIRD
 RD2721
 RD2721.The horizontal coordinates were established by classical geodetic methods
 RD2721.and adjusted by the National Geodetic Survey in October 1991.
 RD2721
 RD2721
 RD2721.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2721
 RD2721.The geoid height was determined by GEOID03.
 RD2721
 RD2721;                    North         East     Units Scale Factor Converg.
 RD2721;SPC OR N     -   201,249.814 2,314,591.088   MT  0.99990689   -1 40 52.9
 RD2721;SPC OR N     -   660,268.42  7,593,802.78   iFT  0.99990689   -1 40 52.9
 RD2721;UTM  10      - 5,033,311.078   510,099.955   MT  0.99960125   +0 05 31.4
 RD2721
 RD2721                          SUPERSEDED SURVEY CONTROL
 RD2721
 RD2721  NAD 83(1986)-  45 27 11.72893(N)    122 52 14.99491(W) AD(       ) 4
 RD2721  NAD 27      -  45 27 12.30390(N)    122 52 10.63500(W) AD(       ) 3
 RD2721
 RD2721.Superseded values are not recommended for survey control.
 RD2721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2721.See file dsdata.txt to determine how the superseded data were derived.
 RD2721
 RD2721_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1010033311(NAD 83)
 RD2721_MARKER: 67 = OIL DERRICK
 RD2721
 RD2721  HISTORY     - Date     Condition        Report By
 RD2721  HISTORY     - 1946     FIRST OBSERVED   USE
 RD2721  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RD2721  HISTORY     - 19950325 MARK NOT FOUND   USPSQD
 RD2721  HISTORY     - 20040603 MARK NOT FOUND   USPSQD
 RD2721
 RD2721                          STATION DESCRIPTION
 RD2721
 RD2721'DESCRIBED BY US ENGINEERS 1946
 RD2721'A TEXAS COMPANY STEEL OIL DERRICK ALONG SUMMIT OF COOPER
 RD2721'MOUNTAIN, ABOUT 4 MILES SW OF BEAVERTON.
 RD2721'
 RD2721'TO REACH FROM PROGRESS, GO SW AND W ON STATE HIGHWAY 210 FOR
 RD2721'4.8 MILES TO ROAD RIGHT AT SIGN REUSSER RD-HUBER 5 MILES.  TURN
 RD2721'RIGHT AND FOLLOW REUSSER ROAD N FOR 1.85 MILES TO CROSS ROAD.  TURN
 RD2721'LEFT AND GO 0.7 MILE TO THE DERRICK AND STATION.  ACCORDING TO
 RD2721'SOME INFORMATION THIS DERRICK MAY BE TORN DOWN AND MOVED TO
 RD2721'ANOTHER LOCALITY IN THE NEAR FUTURE.
 RD2721
 RD2721                          STATION RECOVERY (1988)
 RD2721
 RD2721'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCC)
 RD2721'MARK NOT FOUND.
 RD2721
 RD2721                          STATION RECOVERY (1995)
 RD2721
 RD2721'RECOVERY NOTE BY US POWER SQUADRON 1995
 RD2721'MARK NOT FOUND.
 RD2721
 RD2721                          STATION RECOVERY (2004)
 RD2721
 RD2721'RECOVERY NOTE BY US POWER SQUADRON 2004 (RHC)
 RD2721'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC1061 ***********************************************************************
 PC1061  DESIGNATION -  COOS
 PC1061  PID         -  PC1061
 PC1061  STATE/COUNTY-  OR/COOS
 PC1061  USGS QUAD   -  COOS MOUNTAIN (1990)
 PC1061
 PC1061                         *CURRENT SURVEY CONTROL
 PC1061  ___________________________________________________________________
 PC1061* NAD 83(1991)-  43 15 55.48879(N)    123 54 30.81020(W)     ADJUSTED  
 PC1061* NAVD 88     -       689.4    (meters)    2262.     (feet)  VERTCON   
 PC1061  ___________________________________________________________________
 PC1061  LAPLACE CORR-           8.40  (seconds)                    DEFLEC99
 PC1061  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 PC1061  HORZ ORDER  -  THIRD
 PC1061
 PC1061.The horizontal coordinates were established by classical geodetic methods
 PC1061.and adjusted by the National Geodetic Survey in October 1991.
 PC1061
 PC1061.The NAVD 88 height was computed by applying the VERTCON shift value to
 PC1061.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PC1061
 PC1061.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC1061
 PC1061.The geoid height was determined by GEOID03.
 PC1061
 PC1061;                    North         East     Units Scale Factor Converg.
 PC1061;SPC OR S     -   183,223.064 1,223,367.307   MT  0.99989603   -2 19 55.0
 PC1061;SPC OR S     -   601,125.54  4,013,672.27   iFT  0.99989603   -2 19 55.0
 PC1061;UTM  10      - 4,790,689.914   426,264.258   MT  0.99966688   -0 37 21.8
 PC1061
 PC1061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC1061!SPC OR S     -   0.99989570  x   0.99989603  =   0.99979174
 PC1061!UTM  10      -   0.99989570  x   0.99966688  =   0.99956261
 PC1061
 PC1061:                Primary Azimuth Mark                     Grid Az
 PC1061:SPC OR S     -  RINK                                     239 56 11.6
 PC1061:UTM  10      -  RINK                                     238 13 38.4
 PC1061
 PC1061|---------------------------------------------------------------------|
 PC1061| PID    Reference Object                     Distance      Geod. Az  |
 PC1061|                                                           dddmmss.s |
 PC1061| OA1427 RINK                                APPROX.21.7 KM 2373616.6 |
 PC1061| CD9241 COOS RM 1                             3.038 METERS 31015     |
 PC1061| PC1063 COOS MOUNTAIN LOT                     4.543 METERS 35925     |
 PC1061|---------------------------------------------------------------------|
 PC1061
 PC1061                          SUPERSEDED SURVEY CONTROL
 PC1061
 PC1061  NAD 83(1986)-  43 15 55.48380(N)    123 54 30.84594(W) AD(       ) 3
 PC1061  NAD 27      -  43 15 56.08200(N)    123 54 26.50500(W) AD(       ) 3
 PC1061  NGVD 29 (07/19/86)  688.3    (m)         2258.     (f) VERT ANG    3  
 PC1061
 PC1061.Superseded values are not recommended for survey control.
 PC1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC1061.See file dsdata.txt to determine how the superseded data were derived.
 PC1061
 PC1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN2626490690(NAD 83)
 PC1061_MARKER: Z = SEE DESCRIPTION
 PC1061_SETTING: 0 = UNSPECIFIED SETTING
 PC1061
 PC1061  HISTORY     - Date     Condition        Report By
 PC1061  HISTORY     - 1942     MONUMENTED       CGS
 PC1061  HISTORY     - 1952     SEE DESCRIPTION  CGS
 PC1061  HISTORY     - 1953     SEE DESCRIPTION  USGS
 PC1061  HISTORY     - 1970     SEE DESCRIPTION  USGS
 PC1061  HISTORY     - 1973     SEE DESCRIPTION  NGS
 PC1061
 PC1061                          STATION DESCRIPTION
 PC1061
 PC1061'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JCS)
 PC1061'STATION IS LOCATED 15 MILES, AIR LINE, NE OF COQUILLE, 12 MILES
 PC1061'E OF SUMNER AND 17 MILES ESE OF MARSHFIELD.  IT IS ON THE HIGHEST
 PC1061'PART OF COOS MTN., 8 FEET S OF COOS MTN. LOOKOUT TOWER AND 9.97
 PC1061'FEET SE OF THE SW CONCRETE PIER OF THE LOOKOUT TOWER.  IT IS
 PC1061'MARKED BY A BRONZE DISK BRAZED TO THE TOP OF A 3-INCH IRON PIPE,
 PC1061'PROJECTS 8 INCHES AND IS STAMPED COOS 1942.
 PC1061'
 PC1061'NO UNDERGROUND OR WITNESS MARKS WERE ESTABLISHED.
 PC1061'
 PC1061'REFERENCE MARK NO.1 IS ABOUT 1 FOOT HIGHER THAN THE STATION, IN
 PC1061'THE SW PIER OF THE LOOKOUT TOWER.  IT IS A BRONZE DISK, STAMPED
 PC1061'COOS NO.1 1942.
 PC1061'
 PC1061'REFERENCE MARK NO.2 IS A U.S. GEOLOGICAL SURVEY BENCH MARK
 PC1061'DISK, SET IN CONCRETE, FLUSH WITH THE GROUND AND CENTERED DIRECTLY
 PC1061'BENEATH THE COOS MTN. LOOKOUT TOWER.  IT IS STAMPED COOS 1942.
 PC1061'
 PC1061'THERE WAS NO SUITABLE PLACE FOR AN AZIMUTH MARK NEAR THE STATION.
 PC1061'
 PC1061'THE STATION IS REACHED FROM THE SOUTHERN PACIFIC RAILROAD STATION
 PC1061'IN MARSHFIELD BY GOING S ON U.S. HIGHWAY 101 FOR 4.6 MILES TO A
 PC1061'ROAD LEADING LEFT AT SIGN SUMNER 5, COOS COUNTRY CLUB, COOS
 PC1061'CITY.  TURN LEFT, CROSS BRIDGE, AND FOLLOW MAIN-TRAVELED ROAD FOR
 PC1061'12.8 MILES, PASSING THROUGH SUMNER AND ON TO FAIRVIEW
 PC1061'SCHOOLHOUSE.  CONTINUE STRAIGHT AHEAD FOR 0.1 MILE TO A CROSS
 PC1061'ROAD.  CONTINUE STRAIGHT AHEAD FOR 4.1 MILES TO A T-ROAD LEFT,
 PC1061'AT SIGN MIDDLE CREEK, DORA 5, FAIRVIEW 4.  TAKE MIDDLE CREEK
 PC1061'ROAD LEFT, AND GO 2.7 MILES TO A BOARD GATE ACROSS ROAD AT
 PC1061'FARM.  CONTINUE STRAIGHT AHEAD THROUGH GATE AND FOLLOW
 PC1061'ROAD FOR 9.0 MILES TO THE END OF TRUCK TRAVEL AT SIGN ON RIGHT
 PC1061'OF ROAD COOS L.O. 3 MI.  LEAVE TRUCK AND FOLLOW TRAIL,
 PC1061'GENERALLY W, FOR 3 MILES TO THE HIGHEST PART OF THE MOUNTAIN
 PC1061'AND THE STATION.  THIS IS ABOUT A 2 1/2-HOUR PACK.  GOOD TRAIL
 PC1061'ALL THE WAY.
 PC1061'
 PC1061'HEIGHT OF LIGHT ABOVE STATION MARK 1-1/2 METERS.
 PC1061
 PC1061                          STATION RECOVERY (1952)
 PC1061
 PC1061'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CTH)
 PC1061'STATION, REFERENCE AND USGS MARKS WERE RECOVERED IN GOOD CONDITION.
 PC1061'
 PC1061'A NEW TO REACH IS AS FOLLOWS--
 PC1061'
 PC1061'TO REACH THE STATION FROM COQUILLE, FROM THE P.O., GO E 1/2
 PC1061'BLOCK TO THE CORNER, TURN LEFT (N) ON U.S. HWY 101 AND GO 0.6 MILE
 PC1061'TO THE OLD HIGH SCHOOL ON THE RIGHT.  TURN RIGHT (E) FOR ONE BLOCK
 PC1061'TO AN INTERSECTION.  TURN LEFT (N) AND FOLLOW THE PAVEMENT TO ITS
 PC1061'END, THEN CONTINUE ON THE GRAVELED ROAD FOR A TOTAL DISTANCE OF
 PC1061'8.8 MILES TO THE CROSSROADS AT FAIRVIEW.  TURN RIGHT (E) ON A
 PC1061'GRAVELED ROAD FOR 1.9 MILES TO A FORK.  TAKE RIGHT FORK AS PER
 PC1061'SIGN MC KINLEY (NE) FOR 2.1 MILES TO A SIDE ROAD LEFT.  TURN
 PC1061'LEFT (N) AS PER SIGN MIDDLE CR. AND GO 2.1 MILES TO A
 PC1061'CROSSROAD.  CONTINUE STRAIGHT AHEAD (NE) FOR 0.5 MILE TO A
 PC1061'GATE AND RANCH BUILDINGS.  CONTINUE STRAIGHT AHEAD (NE) FOR
 PC1061'5.4 MILES TO A FORK JUST AFTER CROSSING A BRIDGE.  TAKE RIGHT
 PC1061'FORK, (NE) UP THE CREEK FOR 0.6 MILE TO ANOTHER FORK.  TAKE
 PC1061'RIGHT FORK (NE) FOR 2.6 MILES TO A SIGN ON RIGHT READING COOS
 PC1061'MTN L.O. 3-1/2 AND ETT.  FROM ETT PACK UP AN OLD LOGGING ROAD
 PC1061'GENERALLY W FOR 1/2 MILE TO WHERE THE ROAD END AND A TRAIL
 PC1061'BEGINS.  CONTINUE ON A WELL DEFINED TRAIL UP THE MOUNTAIN W THEN
 PC1061'S FOR ABOUT 3.0 MILES TO THE LOOKOUT TOWER AND STATION.
 PC1061
 PC1061                          STATION RECOVERY (1953)
 PC1061
 PC1061'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 PC1061'STATION RECOVERED IN GOOD CONDITION.
 PC1061'
 PC1061'FROM THE SENTENCE ENDING COOS L.O. 3 MI. ADD.  FROM TRAIL SIGN GO
 PC1061'2.1 MILES ON ROAD NE TO FORK AND SIGN INDICATING COOS MT. L.O. TAKE
 PC1061'MIDDLE FORK ON LEFT, GOING UP 2.2 MILES TO FORK.  TAKE LEFT FORK,
 PC1061'NW, 3.5 MILES TO END OF RIDGE AND STATION.
 PC1061
 PC1061                          STATION RECOVERY (1970)
 PC1061
 PC1061'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 PC1061'A THOROUGH SEARCH BY ONE MAN WITH SHOVEL AND PROBE FOR ONE HOUR
 PC1061'COULD NOT RECOVER EITHER COOS 1942 USC AND GS, R.M. COOS NO. 1
 PC1061'1942 USC AND GS, OR COOS 1942 USGS.  AFTER THE DETERMINED SEARCH
 PC1061'IT WAS CONCLUDED THAT ALL MARKS HAVE BEEN DESTROYED.
 PC1061'
 PC1061'FURTHER, COOS MTN LOOKOUT TOWER IS DESTROYED.  THE TOP ON WHICH
 PC1061'THE L.O.T. WAS LOCATED WAS FOUND TO HAVE BEEN BLADED OFF AND
 PC1061'FLATTENED WITH A BULLDOZER.  EXCAVATION HAD BEEN SO DEEP THAT THE
 PC1061'CONCRETE TOWER FOOTINGS AND OTHER TOWER REMNANTS WERE FOUND
 PC1061'PUSHED OVER THE SIDE AND COMPLETELY DISPLACED WITH A LARGE
 PC1061'PORTION OF SOIL.
 PC1061
 PC1061                          STATION RECOVERY (1973)
 PC1061
 PC1061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 PC1061'THE STATION MARK, AND BOTH REFERENCE MARKS HAVE BEEN
 PC1061'DESTROYED.  THERE WAS NO UNDERGROUND MARK FOR THIS
 PC1061'STATION.  REFERENCE MARK NO. 1 IS STILL IN THE TOP OF THE
 PC1061'CONCRETE FOOTING, AND THE FOOTING IS UPRIGHT, BUT IT IS NOT IN ITS
 PC1061'ORIGINAL POSITION.
 PC1061'
 PC1061'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PC1061'15 MILES NORTHEAST OF COQUILLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1279 ***********************************************************************
 OA1279  DESIGNATION -  COOS
 OA1279  PID         -  OA1279
 OA1279  STATE/COUNTY-  OR/COOS
 OA1279  USGS QUAD   -  COOS BAY (1975)
 OA1279
 OA1279                         *CURRENT SURVEY CONTROL
 OA1279  ___________________________________________________________________
 OA1279* NAD 83(1991)-  43 22 26.89370(N)    124 10 19.45504(W)     ADJUSTED  
 OA1279* NAVD 88     -         1.99   (+/-2cm)       6.5    (feet)  VERTCON   
 OA1279  ___________________________________________________________________
 OA1279  LAPLACE CORR-          14.87  (seconds)                    DEFLEC99
 OA1279  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 OA1279  HORZ ORDER  -  THIRD
 OA1279  VERT ORDER  -  THIRD ? (See Below)
 OA1279
 OA1279.The horizontal coordinates were established by classical geodetic methods
 OA1279.and adjusted by the National Geodetic Survey in October 1991.
 OA1279
 OA1279.The NAVD 88 height was computed by applying the VERTCON shift value to
 OA1279.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OA1279.The vertical order pertains to the NGVD 29 superseded value.
 OA1279
 OA1279.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1279
 OA1279.The geoid height was determined by GEOID03.
 OA1279
 OA1279;                    North         East     Units Scale Factor Converg.
 OA1279;SPC OR S     -   196,193.356 1,202,523.713   MT  0.99990103   -2 30 44.1
 OA1279;SPC OR S     -   643,678.99  3,945,287.77   iFT  0.99990103   -2 30 44.1
 OA1279;UTM  10      - 4,803,030.478   405,047.733   MT  0.99971090   -0 48 18.0
 OA1279
 OA1279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1279!SPC OR S     -   1.00000366  x   0.99990103  =   0.99990469
 OA1279!UTM  10      -   1.00000366  x   0.99971090  =   0.99971456
 OA1279
 OA1279:                Primary Azimuth Mark                     Grid Az
 OA1279:SPC OR S     -  COOS RIVER HILL                          131 59 12.5
 OA1279:UTM  10      -  COOS RIVER HILL                          130 16 46.4
 OA1279
 OA1279|---------------------------------------------------------------------|
 OA1279| PID    Reference Object                     Distance      Geod. Az  |
 OA1279|                                                           dddmmss.s |
 OA1279| OA1272 COOS RIVER HILL                     APPROX. 1.4 KM 1292828.4 |
 OA1279| OA1366 CANNERY                             APPROX. 1.2 KM 3394830.3 |
 OA1279|---------------------------------------------------------------------|
 OA1279
 OA1279                          SUPERSEDED SURVEY CONTROL
 OA1279
 OA1279  NAD 83(1986)-  43 22 26.89085(N)    124 10 19.50052(W) AD(       ) 3
 OA1279  NAD 27      -  43 22 27.49100(N)    124 10 15.10700(W) AD(       ) 3
 OA1279  NGVD 29 (07/19/86)    0.91   (m)            3.0    (f) LEVELING    3  
 OA1279
 OA1279.Superseded values are not recommended for survey control.
 OA1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1279.See file dsdata.txt to determine how the superseded data were derived.
 OA1279
 OA1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP0504803030(NAD 83)
 OA1279
 OA1279  HISTORY     - Date     Condition        Report By
 OA1279  HISTORY     - 1863     MONUMENTED       CGS
 OA1279  HISTORY     - 1889     SEE DESCRIPTION  CGS
 OA1279  HISTORY     - 1948     SEE DESCRIPTION  CGS
 OA1279
 OA1279                          STATION DESCRIPTION
 OA1279
 OA1279'DESCRIBED BY COAST AND GEODETIC SURVEY 1889
 OA1279'STATION IS ON THE POINT OF MARSH DIVIDING KITCHEN SLOUGH FROM
 OA1279'COOS RIVER.  THE STATION IS MARKED BY A DRILL HOLE IN A STONE
 OA1279'1.2 FEET BELOW THE SURFACE.  THERE ARE 3 STUBS WITH COPPER TACKS
 OA1279'IN THE TOP, EACH DISTANT 1.83 METERS.
 OA1279
 OA1279                          STATION RECOVERY (1948)
 OA1279
 OA1279'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RAE)
 OA1279'A 30-MINUTE SEARCH REVEALED NO TRACE OF THIS MARK.  IT IS
 OA1279'RECOMMENDED THAT THE STATION BE CLASSIFIED AS LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1302 ***********************************************************************
 OA1302  DESIGNATION -  COOS BAY CHANDLER HOTEL CUPOLA
 OA1302  PID         -  OA1302
 OA1302  STATE/COUNTY-  OR/COOS
 OA1302  USGS QUAD   -  COOS BAY (1975)
 OA1302
 OA1302                         *CURRENT SURVEY CONTROL
 OA1302  ___________________________________________________________________
 OA1302* NAD 83(1991)-  43 22 03.86928(N)    124 12 50.04891(W)     ADJUSTED  
 OA1302* NAVD 88     -              **(meters)            **(feet)            
 OA1302  ___________________________________________________________________
 OA1302  LAPLACE CORR-          15.15  (seconds)                    DEFLEC99
 OA1302  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 OA1302  HORZ ORDER  -  THIRD
 OA1302
 OA1302.The horizontal coordinates were established by classical geodetic methods
 OA1302.and adjusted by the National Geodetic Survey in October 1991.
 OA1302
 OA1302
 OA1302.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1302
 OA1302.The geoid height was determined by GEOID03.
 OA1302
 OA1302;                    North         East     Units Scale Factor Converg.
 OA1302;SPC OR S     -   195,633.000 1,199,105.624   MT  0.99990063   -2 32 27.1
 OA1302;SPC OR S     -   641,840.55  3,934,073.57   iFT  0.99990063   -2 32 27.1
 OA1302;UTM  10      - 4,802,368.660   401,648.488   MT  0.99971899   -0 50 01.1
 OA1302
 OA1302                          SUPERSEDED SURVEY CONTROL
 OA1302
 OA1302  NAD 83(1986)-  43 22 03.86608(N)    124 12 50.09473(W) AD(       ) 4
 OA1302  NAD 27      -  43 22 04.46000(N)    124 12 45.70000(W) AD(       ) 3
 OA1302
 OA1302.Superseded values are not recommended for survey control.
 OA1302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1302.See file dsdata.txt to determine how the superseded data were derived.
 OA1302
 OA1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP0164802369(NAD 83)
 OA1302_MARKER: 86 = CUPOLA
 OA1302
 OA1302  HISTORY     - Date     Condition        Report By
 OA1302  HISTORY     - 1945     FIRST OBSERVED   CGS
 OA1302  HISTORY     - 1948     GOOD             CGS
 OA1302  HISTORY     - 1984     GOOD             USPSQD
 OA1302  HISTORY     - 19940630 GOOD             USPSQD
 OA1302  HISTORY     - 20020817 GOOD             USPSQD
 OA1302
 OA1302                          STATION DESCRIPTION
 OA1302
 OA1302'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (KGC)
 OA1302'HOTEL IS IN CENTER OF COOS BAY, ON THE CORNER OF SECOND STREET
 OA1302'AND CENTRAL AVENUE.  THE CUPOLA IS ON TOP OF THE HOTEL WHICH IS
 OA1302'A FIVE-STORY BUILDING.
 OA1302
 OA1302                          STATION RECOVERY (1948)
 OA1302
 OA1302'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RAE)
 OA1302'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 OA1302
 OA1302                          STATION RECOVERY (1984)
 OA1302
 OA1302'RECOVERY NOTE BY US POWER SQUADRON 1984 (AS)
 OA1302'STATION RECOVERED AS DESCRIBED.
 OA1302
 OA1302                          STATION RECOVERY (1994)
 OA1302
 OA1302'RECOVERY NOTE BY US POWER SQUADRON 1994
 OA1302'RECOVERED IN GOOD CONDITION.
 OA1302
 OA1302                          STATION RECOVERY (2002)
 OA1302
 OA1302'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 OA1302'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1310 ***********************************************************************
 OA1310  DESIGNATION -  COOS BAY EAST WIRELESS TOWER
 OA1310  PID         -  OA1310
 OA1310  STATE/COUNTY-  OR/COOS
 OA1310  USGS QUAD   -  COOS BAY (1975)
 OA1310
 OA1310                         *CURRENT SURVEY CONTROL
 OA1310  ___________________________________________________________________
 OA1310* NAD 83(1991)-  43 20 36.12391(N)    124 13 31.16101(W)     ADJUSTED  
 OA1310* NAVD 88     -              **(meters)            **(feet)            
 OA1310  ___________________________________________________________________
 OA1310  LAPLACE CORR-          15.38  (seconds)                    DEFLEC99
 OA1310  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 OA1310  HORZ ORDER  -  THIRD
 OA1310
 OA1310.The horizontal coordinates were established by classical geodetic methods
 OA1310.and adjusted by the National Geodetic Survey in October 1991.
 OA1310
 OA1310
 OA1310.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1310
 OA1310.The geoid height was determined by GEOID03.
 OA1310
 OA1310;                    North         East     Units Scale Factor Converg.
 OA1310;SPC OR S     -   192,969.132 1,198,060.598   MT  0.99989925   -2 32 55.2
 OA1310;SPC OR S     -   633,100.83  3,930,645.01   iFT  0.99989925   -2 32 55.2
 OA1310;UTM  10      - 4,799,675.322   400,683.470   MT  0.99972133   -0 50 27.9
 OA1310
 OA1310                          SUPERSEDED SURVEY CONTROL
 OA1310
 OA1310  NAD 83(1986)-  43 20 36.12019(N)    124 13 31.20682(W) AD(       ) 4
 OA1310  NAD 27      -  43 20 36.71000(N)    124 13 26.80000(W) AD(       ) 3
 OA1310
 OA1310.Superseded values are not recommended for survey control.
 OA1310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1310.See file dsdata.txt to determine how the superseded data were derived.
 OA1310
 OA1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN0068399675(NAD 83)
 OA1310_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OA1310+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2001
 OA1310
 OA1310  HISTORY     - Date     Condition        Report By
 OA1310  HISTORY     - 1916     MONUMENTED       CGS
 OA1310  HISTORY     - 1948     SEE DESCRIPTION  CGS
 OA1310  HISTORY     - 19940810 GOOD             USPSQD
 OA1310  HISTORY     - 20010716 GOOD             USPSQD
 OA1310
 OA1310                          STATION DESCRIPTION
 OA1310
 OA1310'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RAE)
 OA1310'A SEARCH IN THE AREA INDICATED BY THE GEOGRAPHIC POSITION
 OA1310'REVEALED THAT THE WIRELESS TOWER WAS DISMANTLED MANY YEARS
 OA1310'AGO.  HOWEVER, AS THE TOWER WAS MOUNTED ON A LARGE, PERMANENT
 OA1310'BLOCK OF CONCRETE, THE CENTER OF WHICH MAY BE DETERMINED, THE
 OA1310'POINT HAS NOT LOST ITS VALUE AS A TOPOGRAPHIC STATION OR A POINT
 OA1310'OF CONTROL FOR PHOTOGRAMMETRIC MAPPING.  IN VIEW OF THIS FACT
 OA1310'THE FOLLOWING DESCRIPTION IS SUBMITTED--
 OA1310'
 OA1310'THE STATION IS LOCATED IMMEDIATELY EAST OF COAL BANK SLOUGH,
 OA1310'ABOUT 2.7 MILES SOUTH OF COOS BAY, OREGON, ABOUT 0.5 OF A MILE
 OA1310'SOUTH OF ENGLEWOOD, COMMUNITY, AND ABOUT 0.2 OF A MILE NORTHWEST
 OA1310'OF THE INTERSECTION OF LIBBY ROAD WITH SOUTHWEST BOULEVARD.
 OA1310'
 OA1310'THE STATION LIES ON A FLAT MEADOW, ABOUT 60 METERS SOUTHEAST OF
 OA1310'THE BANK OF COAL BANK SLOUGH, AND IN THE CENTER OF AND 34.3
 OA1310'METERS RESPECTIVELY FROM FOUR MASSIVE CONCRETE BLOCKS WHICH WERE
 OA1310'FORMERLY USED TO SUPPORT GUYS.
 OA1310'
 OA1310'THE STATION IS THE CENTER OF A MASSIVE SQUARE BLOCK OF CONCRETE,
 OA1310'1.8 METERS TO A SIDE, WHICH PROJECTS 1.3 METERS ABOVE THE
 OA1310'SURFACE OF THE GROUND.
 OA1310'
 OA1310'TO REACH THE STATION FROM THE POST OFFICE IN COOS BAY, OREGON,
 OA1310'GO SOUTH ON FOURTH AVENUE TO HALL STREET.  TURN RIGHT AND GO 1
 OA1310'BLOCK TO FIFTH AVENUE.  TURN LEFT (SOUTH) ON FIFTH AVENUE AND
 OA1310'CONTINUE SOUTH FOR 1.8 MILES TO A Y INTERSECTION AND A SIGN
 OA1310'READING LIBBY ROAD.  TURN LEFT AND CONTINUE FOR 0.15 MILES,
 OA1310'ACROSS THE BRIDGE OVER COAL BANK SLOUGH, TO A CROSSROADS.  TURN
 OA1310'RIGHT AND GO 0.15 MILES TO THE END OF THE ROAD.  PACK ABOUT 300
 OA1310'FEET NORTH TO THE STATION.
 OA1310
 OA1310                          STATION RECOVERY (1994)
 OA1310
 OA1310'RECOVERY NOTE BY US POWER SQUADRON 1994
 OA1310'RECOVERED IN GOOD CONDITION.
 OA1310
 OA1310                          STATION RECOVERY (2001)
 OA1310
 OA1310'RECOVERY NOTE BY US POWER SQUADRON 2001 (AES)
 OA1310'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1615 ***********************************************************************
 OA1615  DESIGNATION -  COOS BAY ENT RNG F LT
 OA1615  PID         -  OA1615
 OA1615  STATE/COUNTY-  OR/COOS
 OA1615  USGS QUAD   -  CHARLESTON (1970)
 OA1615
 OA1615                         *CURRENT SURVEY CONTROL
 OA1615  ___________________________________________________________________
 OA1615* NAD 83(1991)-  43 20 58.56688(N)    124 19 31.69816(W)     ADJUSTED  
 OA1615* NAVD 88     -              **(meters)            **(feet)            
 OA1615  ___________________________________________________________________
 OA1615  LAPLACE CORR-          15.28  (seconds)                    DEFLEC99
 OA1615  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 OA1615  HORZ ORDER  -  THIRD
 OA1615
 OA1615.The horizontal coordinates were established by classical geodetic methods
 OA1615.and adjusted by the National Geodetic Survey in October 1991.
 OA1615
 OA1615
 OA1615.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1615
 OA1615.The geoid height was determined by GEOID03.
 OA1615
 OA1615;                    North         East     Units Scale Factor Converg.
 OA1615;SPC OR S     -   194,026.874 1,189,980.646   MT  0.99989958   -2 37 01.9
 OA1615;SPC OR S     -   636,571.11  3,904,135.98   iFT  0.99989958   -2 37 01.9
 OA1615;UTM  10      - 4,800,491.712   392,576.951   MT  0.99974195   -0 54 35.8
 OA1615
 OA1615                          SUPERSEDED SURVEY CONTROL
 OA1615
 OA1615  NAD 83(1986)-  43 20 58.56217(N)    124 19 31.74635(W) AD(       ) 4
 OA1615  NAD 27      -  43 20 59.16270(N)    124 19 27.31811(W) AD(       ) 3
 OA1615
 OA1615.Superseded values are not recommended for survey control.
 OA1615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1615.See file dsdata.txt to determine how the superseded data were derived.
 OA1615
 OA1615_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCP9257700492(NAD 83)
 OA1615_MARKER: 14 = NAVIGATION LIGHT
 OA1615
 OA1615  HISTORY     - Date     Condition        Report By
 OA1615  HISTORY     - 1977     FIRST OBSERVED   NOS
 OA1615  HISTORY     - 19950527 GOOD             USPSQD
 OA1615
 OA1615                          STATION DESCRIPTION
 OA1615
 OA1615'DESCRIBED BY NATIONAL OCEAN SERVICE 1977 (RBM)
 OA1615'THE STATION IS COOS BAY ENTRANCE RANGE FRONT LIGHT.
 OA1615'IT IS LOCATED IN THE NORTH SECTION OF THE TOWN OF CHARLESTON,
 OA1615'ABOUT 1/4 MILE NORTH OF THE SMALL BOAT BASIN, ON A PILING
 OA1615'STRUCTURE AND IN ABOUT 8 FEET OF WATER.
 OA1615'
 OA1615'THE STATION IS A DIRECTIONAL, FLASHING RED LIGHT ON A
 OA1615'PILING STRUCTURE.  THE LIGHT POINTS IN A WESTERLY DIRECTION.
 OA1615'DESIGNATED AS NO. 1209 IN THE PUBLICATION LIGHT LIST,
 OA1615'VOLUME III, PACIFIC COAST AND PACIFIC ISLANDS, 1977.
 OA1615'COOS BAY INSIDE RANGE FRONT LIGHT SHARES THE SAME STRUCTURE,
 OA1615'BUT IS ON THE NORTH SIDE OF THE TOWER, 1.76 METERS NORTHEAST
 OA1615'OF THE STATION.
 OA1615
 OA1615                          STATION RECOVERY (1995)
 OA1615
 OA1615'RECOVERY NOTE BY US POWER SQUADRON 1995
 OA1615'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1580 ***********************************************************************
 OA1580  DESIGNATION -  COOS BAY ENT RNG R LT
 OA1580  PID         -  OA1580
 OA1580  STATE/COUNTY-  OR/COOS
 OA1580  USGS QUAD   -  CHARLESTON (1970)
 OA1580
 OA1580                         *CURRENT SURVEY CONTROL
 OA1580  ___________________________________________________________________
 OA1580* NAD 83(1991)-  43 20 47.04055(N)    124 18 59.09827(W)     ADJUSTED  
 OA1580* NAVD 88     -        16.5    (meters)      54.     (feet)  VERTCON   
 OA1580  ___________________________________________________________________
 OA1580  LAPLACE CORR-          15.80  (seconds)                    DEFLEC99
 OA1580  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 OA1580  HORZ ORDER  -  THIRD
 OA1580
 OA1580.The horizontal coordinates were established by classical geodetic methods
 OA1580.and adjusted by the National Geodetic Survey in October 1991.
 OA1580
 OA1580.The NAVD 88 height was computed by applying the VERTCON shift value to
 OA1580.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OA1580
 OA1580.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1580
 OA1580.The geoid height was determined by GEOID03.
 OA1580
 OA1580;                    North         East     Units Scale Factor Converg.
 OA1580;SPC OR S     -   193,638.083 1,190,697.801   MT  0.99989941   -2 36 39.6
 OA1580;SPC OR S     -   635,295.55  3,906,488.85   iFT  0.99989941   -2 36 39.6
 OA1580;UTM  10      - 4,800,124.518   393,305.256   MT  0.99974003   -0 54 13.3
 OA1580
 OA1580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1580!SPC OR S     -   1.00000153  x   0.99989941  =   0.99990094
 OA1580!UTM  10      -   1.00000153  x   0.99974003  =   0.99974156
 OA1580
 OA1580                          SUPERSEDED SURVEY CONTROL
 OA1580
 OA1580  NAD 83(1986)-  43 20 47.03643(N)    124 18 59.14779(W) AD(       ) 4
 OA1580  NAD 27      -  43 20 47.63770(N)    124 18 54.72172(W) AD(       ) 3
 OA1580  NGVD 29 (07/19/86)   15.4    (m)           51.     (f) VERT ANG    3  
 OA1580
 OA1580.Superseded values are not recommended for survey control.
 OA1580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1580.See file dsdata.txt to determine how the superseded data were derived.
 OA1580
 OA1580_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCP9330500125(NAD 83)
 OA1580_MARKER: 14 = NAVIGATION LIGHT
 OA1580
 OA1580  HISTORY     - Date     Condition        Report By
 OA1580  HISTORY     - 1945     FIRST OBSERVED   CGS
 OA1580  HISTORY     - 1948     GOOD             CGS
 OA1580  HISTORY     - 1977     GOOD             NOS
 OA1580  HISTORY     - 19950527 GOOD             USPSQD
 OA1580
 OA1580                          STATION DESCRIPTION
 OA1580
 OA1580'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (KGC)
 OA1580'THIS RANGE IS ABOUT 0.6 MILES NE OF CHARLESTON ON THE E SHORE OF
 OA1580'COOS BAY.  IT IS ON THE BEACH AT THE FOOT OF A STEEP SLOPE.
 OA1580'
 OA1580'IT IS A STEEL TOWER ABOUT 40 FEET HIGH.  ON THE WNW SIDE OF THE
 OA1580'TOWER IS A DIAMOND SHAPED WOODEN TARGET MADE OF WHITE SLATS WITH
 OA1580'A VERTICAL RED STRIPE RUNNING THROUGH THE CENTER.  ABOVE THE TARGET
 OA1580'IS A LIGHT IN A WHITE FRAME POINTING WNW.
 OA1580
 OA1580                          STATION RECOVERY (1948)
 OA1580
 OA1580'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RAE)
 OA1580'THE STATION WAS RECOVERED, IN GOOD CONDITION, AS DESCRIBED BY
 OA1580'K.G.C. IN 1945.  THE DESCRIPTION IS ADEQUATE.
 OA1580
 OA1580                          STATION RECOVERY (1977)
 OA1580
 OA1580'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1977 (RBM)
 OA1580'THE STATION IS COOS BAY ENTRANCE RANGE REAR LIGHT.
 OA1580'LOCATED ABOUT 1/2 MILE EAST OF THE TOWN OF CHARLESTON,
 OA1580'ON THE EAST SHORE OF COOS BAY, AT ABOUT THE MEAN HIGH WATER
 OA1580'LINE.
 OA1580'
 OA1580'THE STATION IS A DIRECTIONAL RED LIGHT ON A SKELETON STEEL
 OA1580'TOWER, ABOUT 38 FEET ABOVE MEAN HIGH WATER.  DESIGNATED
 OA1580'AS NO. 1210 IN THE PUBLICATION LIGHT LIST, VOLUME III,
 OA1580'PACIFIC COAST AND PACIFIC ISLANDS, 1977.
 OA1580
 OA1580                          STATION RECOVERY (1995)
 OA1580
 OA1580'RECOVERY NOTE BY US POWER SQUADRON 1995
 OA1580'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1569 ***********************************************************************
 OA1569  DESIGNATION -  COOS BAY ENTRANCE RANGE F BCN
 OA1569  PID         -  OA1569
 OA1569  STATE/COUNTY-  OR/COOS
 OA1569  USGS QUAD   -  CHARLESTON (1970)
 OA1569
 OA1569                         *CURRENT SURVEY CONTROL
 OA1569  ___________________________________________________________________
 OA1569* NAD 83(1991)-  43 20 58.54451(N)    124 19 31.63402(W)     ADJUSTED  
 OA1569* NAVD 88     -              **(meters)            **(feet)            
 OA1569  ___________________________________________________________________
 OA1569  LAPLACE CORR-          15.28  (seconds)                    DEFLEC99
 OA1569  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 OA1569  HORZ ORDER  -  THIRD
 OA1569
 OA1569.The horizontal coordinates were established by classical geodetic methods
 OA1569.and adjusted by the National Geodetic Survey in October 1991.
 OA1569
 OA1569
 OA1569.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1569
 OA1569.The geoid height was determined by GEOID03.
 OA1569
 OA1569;                    North         East     Units Scale Factor Converg.
 OA1569;SPC OR S     -   194,026.119 1,189,982.057   MT  0.99989958   -2 37 01.8
 OA1569;SPC OR S     -   636,568.63  3,904,140.61   iFT  0.99989958   -2 37 01.8
 OA1569;UTM  10      - 4,800,490.999   392,578.384   MT  0.99974195   -0 54 35.8
 OA1569
 OA1569                          SUPERSEDED SURVEY CONTROL
 OA1569
 OA1569  NAD 83(1986)-  43 20 58.53982(N)    124 19 31.68215(W) AD(       ) 4
 OA1569  NAD 27      -  43 20 59.14300(N)    124 19 27.25700(W) AD(       ) 3
 OA1569
 OA1569.Superseded values are not recommended for survey control.
 OA1569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1569.See file dsdata.txt to determine how the superseded data were derived.
 OA1569
 OA1569_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCP9257800491(NAD 83)
 OA1569
 OA1569  HISTORY     - Date     Condition        Report By
 OA1569  HISTORY     - 1945     MONUMENTED       CGS
 OA1569  HISTORY     - 1948     SEE DESCRIPTION  CGS
 OA1569  HISTORY     - 19950527 MARK NOT FOUND   USPSQD
 OA1569
 OA1569                          STATION DESCRIPTION
 OA1569
 OA1569'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (KGC)
 OA1569'THE RANGE IS ENE OF THE COOS BAY ENTRANCE AND 0.7 MILE N OF
 OA1569'CHARLESTON.
 OA1569'
 OA1569'IT IS A GROUP OF 4 PILES ON TOP OF WHICH IS A FOUR FOOT
 OA1569'SQUARE PLATFORM.  IN THE CENTER OF THE PLATFORM IS A WHITE
 OA1569'SQUARE TANK.  ON TOP OF THE TANK ARE 2 DIRECTIONAL LIGHTS IN
 OA1569'RED FRAMES, ONE LIGHT IS POINTED WNW AND THE OTHER IS POINTED
 OA1569'NNE.  ON THE WNW SIDE OF THE PLATFORM IS A SQUARE WOODEN TARGET
 OA1569'MADE OF WHITE SLATS WITH A VERTICAL RED STRIPE RUNNING THROUGH
 OA1569'THE CENTER.  ON THE NNE SIDE OF THE PLATFORM IS A SIMILAR BUT
 OA1569'SMALLER TARGET.
 OA1569'
 OA1569'THIS IS THE FRONT RANGE FOR BOTH THE COOS BAY ENTRANCE RANGE AND
 OA1569'THE COOS BAY INNER RANGE.
 OA1569
 OA1569                          STATION RECOVERY (1948)
 OA1569
 OA1569'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RAE)
 OA1569'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY
 OA1569'K.G.C. IN 1945.  THE DESCRIPTION IS ADEQUATE.
 OA1569
 OA1569                          STATION RECOVERY (1995)
 OA1569
 OA1569'RECOVERY NOTE BY US POWER SQUADRON 1995
 OA1569'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1581 ***********************************************************************
 OA1581  DESIGNATION -  COOS BAY ENTRANCE R RNG BCN
 OA1581  PID         -  OA1581
 OA1581  STATE/COUNTY-  OR/COOS
 OA1581  USGS QUAD   -  CHARLESTON (1970)
 OA1581
 OA1581                         *CURRENT SURVEY CONTROL
 OA1581  ___________________________________________________________________
 OA1581* NAD 83(1991)-  43 20 45.00250(N)    124 18 58.54538(W)     ADJUSTED  
 OA1581* NAVD 88     -              **(meters)            **(feet)            
 OA1581  ___________________________________________________________________
 OA1581  LAPLACE CORR-          15.80  (seconds)                    DEFLEC99
 OA1581  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 OA1581  HORZ ORDER  -  THIRD
 OA1581
 OA1581.The horizontal coordinates were established by classical geodetic methods
 OA1581.and adjusted by the National Geodetic Survey in October 1991.
 OA1581
 OA1581
 OA1581.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1581
 OA1581.The geoid height was determined by GEOID03.
 OA1581
 OA1581;                    North         East     Units Scale Factor Converg.
 OA1581;SPC OR S     -   193,574.691 1,190,707.375   MT  0.99989938   -2 36 39.2
 OA1581;SPC OR S     -   635,087.57  3,906,520.26   iFT  0.99989938   -2 36 39.2
 OA1581;UTM  10      - 4,800,061.449   393,316.713   MT  0.99974000   -0 54 12.8
 OA1581
 OA1581                          SUPERSEDED SURVEY CONTROL
 OA1581
 OA1581  NAD 83(1986)-  43 20 44.99775(N)    124 18 58.59318(W) AD(       ) 4
 OA1581  NAD 27      -  43 20 45.60000(N)    124 18 54.14000(W) AD(       ) 3
 OA1581
 OA1581.Superseded values are not recommended for survey control.
 OA1581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1581.See file dsdata.txt to determine how the superseded data were derived.
 OA1581
 OA1581_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCP9331700061(NAD 83)
 OA1581
 OA1581  HISTORY     - Date     Condition        Report By
 OA1581  HISTORY     - 1924     MONUMENTED       CGS
 OA1581  HISTORY     - 1948     SEE DESCRIPTION  CGS
 OA1581  HISTORY     - 19950527 MARK NOT FOUND   USPSQD
 OA1581
 OA1581                          STATION DESCRIPTION
 OA1581
 OA1581'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RAE)
 OA1581'ACCORDING TO THE LIGHT LIST, PACIFIC COAST, 1948, THE STATION WAS
 OA1581'REBUILT IN 1941.  THE STATION HAS BEEN DESTROYED.
 OA1581
 OA1581                          STATION RECOVERY (1995)
 OA1581
 OA1581'RECOVERY NOTE BY US POWER SQUADRON 1995
 OA1581'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1318 ***********************************************************************
 OA1318  DESIGNATION -  COOS BAY HIGH SCHOOL FLAGPOLE
 OA1318  PID         -  OA1318
 OA1318  STATE/COUNTY-  OR/COOS
 OA1318  USGS QUAD   -  COOS BAY (1975)
 OA1318
 OA1318                         *CURRENT SURVEY CONTROL
 OA1318  ___________________________________________________________________
 OA1318* NAD 83(1991)-  43 21 40.15832(N)    124 13 10.19225(W)     ADJUSTED  
 OA1318* NAVD 88     -              **(meters)            **(feet)            
 OA1318  ___________________________________________________________________
 OA1318  LAPLACE CORR-          15.29  (seconds)                    DEFLEC99
 OA1318  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 OA1318  HORZ ORDER  -  THIRD
 OA1318
 OA1318.The horizontal coordinates were established by classical geodetic methods
 OA1318.and adjusted by the National Geodetic Survey in October 1991.
 OA1318
 OA1318
 OA1318.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1318
 OA1318.The geoid height was determined by GEOID03.
 OA1318
 OA1318;                    North         East     Units Scale Factor Converg.
 OA1318;SPC OR S     -   194,922.168 1,198,620.108   MT  0.99990024   -2 32 40.9
 OA1318;SPC OR S     -   639,508.43  3,932,480.67   iFT  0.99990024   -2 32 40.9
 OA1318;UTM  10      - 4,801,643.810   401,184.450   MT  0.99972011   -0 50 14.5
 OA1318
 OA1318                          SUPERSEDED SURVEY CONTROL
 OA1318
 OA1318  NAD 83(1986)-  43 21 40.15496(N)    124 13 10.23818(W) AD(       ) 4
 OA1318  NAD 27      -  43 21 40.75000(N)    124 13 05.84100(W) AD(       ) 3
 OA1318
 OA1318.Superseded values are not recommended for survey control.
 OA1318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1318.See file dsdata.txt to determine how the superseded data were derived.
 OA1318
 OA1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP0118401644(NAD 83)
 OA1318
 OA1318  HISTORY     - Date     Condition        Report By
 OA1318  HISTORY     - 1916     MONUMENTED       CGS
 OA1318  HISTORY     - 1948     SEE DESCRIPTION  CGS
 OA1318  HISTORY     - 19940629 MARK NOT FOUND   USPSQD
 OA1318
 OA1318                          STATION DESCRIPTION
 OA1318
 OA1318'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RAE)
 OA1318'THE STATION HAS BEEN DESTROYED.  THERE IS A SMALL FLAGPOLE IN THE
 OA1318'AREA INDICATED BY THE GEOGRAPHIC POSITION.  CONTACT WITH SCHOOL
 OA1318'OFFICIALS REVEALS THAT ANOTHER AND MUCH LARGER FLAGPOLE IN THE
 OA1318'SAME AREA HAD BEEN DISMANTLED SEVERAL YEARS AGO.
 OA1318
 OA1318                          STATION RECOVERY (1994)
 OA1318
 OA1318'RECOVERY NOTE BY US POWER SQUADRON 1994
 OA1318'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1395 ***********************************************************************
 OA1395  DESIGNATION -  COOS BAY HIGHWAY BRIDGE N LT
 OA1395  PID         -  OA1395
 OA1395  STATE/COUNTY-  OR/COOS
 OA1395  USGS QUAD   -  NORTH BEND (1971)
 OA1395
 OA1395                         *CURRENT SURVEY CONTROL
 OA1395  ___________________________________________________________________
 OA1395* NAD 83(1991)-  43 25 39.08147(N)    124 13 19.44280(W)     ADJUSTED  
 OA1395* NAVD 88     -              **(meters)            **(feet)            
 OA1395  ___________________________________________________________________
 OA1395  LAPLACE CORR-          17.59  (seconds)                    DEFLEC99
 OA1395  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 OA1395  HORZ ORDER  -  THIRD
 OA1395
 OA1395.The horizontal coordinates were established by classical geodetic methods
 OA1395.and adjusted by the National Geodetic Survey in October 1991.
 OA1395
 OA1395
 OA1395.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1395
 OA1395.The geoid height was determined by GEOID03.
 OA1395
 OA1395;                    North         East     Units Scale Factor Converg.
 OA1395;SPC OR S     -   202,296.880 1,198,739.604   MT  0.99990480   -2 32 47.2
 OA1395;SPC OR S     -   663,703.67  3,932,872.72   iFT  0.99990480   -2 32 47.2
 OA1395;UTM  10      - 4,809,017.465   401,084.255   MT  0.99972035   -0 50 24.6
 OA1395
 OA1395                          SUPERSEDED SURVEY CONTROL
 OA1395
 OA1395  NAD 83(1986)-  43 25 39.07911(N)    124 13 19.48969(W) AD(       ) 4
 OA1395  NAD 27      -  43 25 39.66900(N)    124 13 15.08300(W) AD(       ) 3
 OA1395
 OA1395.Superseded values are not recommended for survey control.
 OA1395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1395.See file dsdata.txt to determine how the superseded data were derived.
 OA1395
 OA1395_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP0108409017(NAD 83)
 OA1395_MARKER: 14 = NAVIGATION LIGHT
 OA1395_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OA1395+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2005
 OA1395
 OA1395  HISTORY     - Date     Condition        Report By
 OA1395  HISTORY     - 1945     FIRST OBSERVED   CGS
 OA1395  HISTORY     - 1974     GOOD             NGS
 OA1395  HISTORY     - 1984     GOOD             USPSQD
 OA1395  HISTORY     - 19940630 GOOD             USPSQD
 OA1395  HISTORY     - 20050408 GOOD             USPSQD
 OA1395
 OA1395                          STATION DESCRIPTION
 OA1395
 OA1395'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (KGC)
 OA1395'IT IS ABOUT 1.3 MILES N OF NORTH BEND, ON U.S. HIGHWAY 101, AND
 OA1395'ON TOP OF THE COOS BAY HIGHWAY BRIDGE.
 OA1395'
 OA1395'THE LIGHT IS THE N ONE OF TWO LIGHTS ON TOP OF THE BRIDGE.  IT
 OA1395'IS AT THE N END OF THE CENTER SPAN.
 OA1395
 OA1395                          STATION RECOVERY (1974)
 OA1395
 OA1395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RBM)
 OA1395'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 OA1395'
 OA1395'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OA1395'1/2 MILE NORTH OF NORTH BEND.
 OA1395
 OA1395                          STATION RECOVERY (1984)
 OA1395
 OA1395'RECOVERY NOTE BY US POWER SQUADRON 1984 (AS)
 OA1395'RECOVERED AS DESCRIBED GOOD.
 OA1395'
 OA1395'LIGHT IS RED.
 OA1395
 OA1395                          STATION RECOVERY (1994)
 OA1395
 OA1395'RECOVERY NOTE BY US POWER SQUADRON 1994
 OA1395'RECOVERED IN GOOD CONDITION.
 OA1395
 OA1395                          STATION RECOVERY (2005)
 OA1395
 OA1395'RECOVERY NOTE BY US POWER SQUADRON 2005 (SAO)
 OA1395'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1611 ***********************************************************************
 OA1611  DESIGNATION -  COOS BAY INSIDE RNG R LT
 OA1611  PID         -  OA1611
 OA1611  STATE/COUNTY-  OR/COOS
 OA1611  USGS QUAD   -  CHARLESTON (1970)
 OA1611
 OA1611                         *CURRENT SURVEY CONTROL
 OA1611  ___________________________________________________________________
 OA1611* NAD 83(1991)-  43 20 53.43160(N)    124 19 34.64626(W)     ADJUSTED  
 OA1611* NAVD 88     -              **(meters)            **(feet)            
 OA1611  ___________________________________________________________________
 OA1611  LAPLACE CORR-          15.20  (seconds)                    DEFLEC99
 OA1611  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 OA1611  HORZ ORDER  -  THIRD
 OA1611
 OA1611.The horizontal coordinates were established by classical geodetic methods
 OA1611.and adjusted by the National Geodetic Survey in October 1991.
 OA1611
 OA1611
 OA1611.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1611
 OA1611.The geoid height was determined by GEOID03.
 OA1611
 OA1611;                    North         East     Units Scale Factor Converg.
 OA1611;SPC OR S     -   193,871.607 1,189,907.089   MT  0.99989951   -2 37 03.9
 OA1611;SPC OR S     -   636,061.70  3,903,894.65   iFT  0.99989951   -2 37 03.9
 OA1611;UTM  10      - 4,800,334.347   392,508.064   MT  0.99974213   -0 54 37.8
 OA1611
 OA1611                          SUPERSEDED SURVEY CONTROL
 OA1611
 OA1611  NAD 83(1986)-  43 20 53.42688(N)    124 19 34.69435(W) AD(       ) 4
 OA1611  NAD 27      -  43 20 54.02816(N)    124 19 30.26780(W) AD(       ) 3
 OA1611
 OA1611.Superseded values are not recommended for survey control.
 OA1611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1611.See file dsdata.txt to determine how the superseded data were derived.
 OA1611
 OA1611_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCP9250800334(NAD 83)
 OA1611_MARKER: 14 = NAVIGATION LIGHT
 OA1611
 OA1611  HISTORY     - Date     Condition        Report By
 OA1611  HISTORY     - 1977     FIRST OBSERVED   NOS
 OA1611  HISTORY     - 19950527 GOOD             USPSQD
 OA1611
 OA1611                          STATION DESCRIPTION
 OA1611
 OA1611'DESCRIBED BY NATIONAL OCEAN SERVICE 1977 (RBM)
 OA1611'THE STATION IS COOS BAY INSIDE RANGE REAR LIGHT.
 OA1611'LOCATED AT THE TOWN OF CHARLESTON, ABOUT 100 YARDS NORTH OF
 OA1611'THE CHARLESTON SMALL BOAT BASIN, IN COOS BAY (COOS RIVER),
 OA1611'AND IN ABOUT 4 FEET OF WATER.
 OA1611'
 OA1611'THE STATION IS A FLASHING RED LIGHT ON A PILE STRUCTURE.
 OA1611'DESIGNATED AS NO.1216 IN THE PUBLICATION LIGHT LIST,
 OA1611'VOLUME III, PACIFIC COAST AND PACIFIC ISLANDS, 1977.
 OA1611
 OA1611                          STATION RECOVERY (1995)
 OA1611
 OA1611'RECOVERY NOTE BY US POWER SQUADRON 1995
 OA1611'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1614 ***********************************************************************
 OA1614  DESIGNATION -  COOS BAY INSIDE RNG F LT
 OA1614  PID         -  OA1614
 OA1614  STATE/COUNTY-  OR/COOS
 OA1614  USGS QUAD   -  CHARLESTON (1970)
 OA1614
 OA1614                         *CURRENT SURVEY CONTROL
 OA1614  ___________________________________________________________________
 OA1614* NAD 83(1991)-  43 20 58.57721(N)    124 19 31.62129(W)     ADJUSTED  
 OA1614* NAVD 88     -         9.9    (meters)      32.     (feet)  VERTCON   
 OA1614  ___________________________________________________________________
 OA1614  LAPLACE CORR-          15.28  (seconds)                    DEFLEC99
 OA1614  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 OA1614  HORZ ORDER  -  THIRD
 OA1614
 OA1614.The horizontal coordinates were established by classical geodetic methods
 OA1614.and adjusted by the National Geodetic Survey in October 1991.
 OA1614
 OA1614.The NAVD 88 height was computed by applying the VERTCON shift value to
 OA1614.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OA1614
 OA1614.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1614
 OA1614.The geoid height was determined by GEOID03.
 OA1614
 OA1614;                    North         East     Units Scale Factor Converg.
 OA1614;SPC OR S     -   194,027.113 1,189,982.390   MT  0.99989958   -2 37 01.8
 OA1614;SPC OR S     -   636,571.89  3,904,141.70   iFT  0.99989958   -2 37 01.8
 OA1614;UTM  10      - 4,800,492.003   392,578.687   MT  0.99974194   -0 54 35.8
 OA1614
 OA1614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1614!SPC OR S     -   1.00000258  x   0.99989958  =   0.99990216
 OA1614!UTM  10      -   1.00000258  x   0.99974194  =   0.99974452
 OA1614
 OA1614                          SUPERSEDED SURVEY CONTROL
 OA1614
 OA1614  NAD 83(1986)-  43 20 58.57242(N)    124 19 31.66946(W) AD(       ) 4
 OA1614  NAD 27      -  43 20 59.17318(N)    124 19 27.24098(W) AD(       ) 3
 OA1614  NGVD 29 (07/19/86)    8.8    (m)           29.     (f) VERT ANG    3  
 OA1614
 OA1614.Superseded values are not recommended for survey control.
 OA1614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1614.See file dsdata.txt to determine how the superseded data were derived.
 OA1614
 OA1614_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCP9257900492(NAD 83)
 OA1614_MARKER: 14 = NAVIGATION LIGHT
 OA1614
 OA1614  HISTORY     - Date     Condition        Report By
 OA1614  HISTORY     - 1977     FIRST OBSERVED   NOS
 OA1614  HISTORY     - 19950527 GOOD             USPSQD
 OA1614
 OA1614                          STATION DESCRIPTION
 OA1614
 OA1614'DESCRIBED BY NATIONAL OCEAN SERVICE 1977 (RBM)
 OA1614'THE STATION IS COOS BAY INSIDE RANGE FRONT LIGHT.
 OA1614'IT IS LOCATED IN THE TOWN OF CHARLESTON, ABOUT 1/4 MILE
 OA1614'NORTH OF THE CHARLESTON SMALL BOAT BASIN, IN COOS BAY (COOS
 OA1614'RIVER) AND IN ABOUT 8 FEET OF WATER.
 OA1614'THE STATION IS A FLASHING RED LIGHT ON A PILING STRUCTURE.
 OA1614'DESIGNATED AS NO. 1215 IN THE PUBLICATION LIGHT LIST,
 OA1614'VOLUME III, PACIFIC COAST AND PACIFIC ISLANDS.
 OA1614'COOS BAY ENTRANCE RANGE FRONT LIGHT SHARES THE SAME
 OA1614'STRUCTURE, BUT POINTS IN A WESTERLY DIRECTION.
 OA1614
 OA1614                          STATION RECOVERY (1995)
 OA1614
 OA1614'RECOVERY NOTE BY US POWER SQUADRON 1995
 OA1614'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1512 ***********************************************************************
 OA1512  DESIGNATION -  COOS BAY LIGHT 5
 OA1512  PID         -  OA1512
 OA1512  STATE/COUNTY-  OR/COOS
 OA1512  USGS QUAD   -  EMPIRE (1970)
 OA1512
 OA1512                         *CURRENT SURVEY CONTROL
 OA1512  ___________________________________________________________________
 OA1512* NAD 83(1991)-  43 24 15.04006(N)    124 16 47.13055(W)     ADJUSTED  
 OA1512* NAVD 88     -              **(meters)            **(feet)            
 OA1512  ___________________________________________________________________
 OA1512  LAPLACE CORR-          17.27  (seconds)                    DEFLEC99
 OA1512  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 OA1512  HORZ ORDER  -  THIRD
 OA1512
 OA1512.The horizontal coordinates were established by classical geodetic methods
 OA1512.and adjusted by the National Geodetic Survey in October 1991.
 OA1512
 OA1512
 OA1512.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1512
 OA1512.The geoid height was determined by GEOID03.
 OA1512
 OA1512;                    North         East     Units Scale Factor Converg.
 OA1512;SPC OR S     -   199,915.275 1,193,956.289   MT  0.99990304   -2 35 09.3
 OA1512;SPC OR S     -   655,890.01  3,917,179.43   iFT  0.99990304   -2 35 09.3
 OA1512;UTM  10      - 4,806,494.930   396,374.817   MT  0.99973209   -0 52 46.0
 OA1512
 OA1512                          SUPERSEDED SURVEY CONTROL
 OA1512
 OA1512  NAD 83(1986)-  43 24 15.03683(N)    124 16 47.17835(W) AD(       ) 4
 OA1512  NAD 27      -  43 24 15.63100(N)    124 16 42.75800(W) AD(       ) 3
 OA1512
 OA1512.Superseded values are not recommended for survey control.
 OA1512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1512.See file dsdata.txt to determine how the superseded data were derived.
 OA1512
 OA1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCP9637506495(NAD 83)
 OA1512
 OA1512  HISTORY     - Date     Condition        Report By
 OA1512  HISTORY     - 1945     MONUMENTED       CGS
 OA1512  HISTORY     - 1947     SEE DESCRIPTION  CGS
 OA1512  HISTORY     - 19950527 MARK NOT FOUND   USPSQD
 OA1512  HISTORY     - 20000204 MARK NOT FOUND   USPSQD
 OA1512
 OA1512                          STATION DESCRIPTION
 OA1512
 OA1512'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (KGC)
 OA1512'IT IS ABOUT 0.6 MILE NW OF EMPIRE, ON THE W SIDE OF COOS BAY.  IT
 OA1512'IS A GROUP OF FOUR PILES ON TOP OF WHICH IS A 3-FOOT SQUARE
 OA1512'PLATFORM.  IN THE CENTER OF THE PLATFORM IS A BLACK TANK AND ON TOP
 OA1512'OF THE TANK IS A LIGHT.  ON THE SE SIDE OF THE PLATFORM IS A LARGE
 OA1512'WHITE FIGURE 5 ON A BLACK BACKGROUND.
 OA1512
 OA1512                          STATION RECOVERY (1947)
 OA1512
 OA1512'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 OA1512'REPORT FROM NOTICE TO MARINERS, NO. 52, DATED DECEMBER 27, 1947--
 OA1512'
 OA1512'COOS BAY LIGHT 5 HAS BEEN MOVED AND REESTABLISHED IN 12 FEET OF
 OA1512'WATER 75 YARDS, 290 DEG 30 MIN FROM ITS CHARTED POSITION.
 OA1512
 OA1512                          STATION RECOVERY (1995)
 OA1512
 OA1512'RECOVERY NOTE BY US POWER SQUADRON 1995
 OA1512'MARK NOT FOUND.
 OA1512
 OA1512                          STATION RECOVERY (2000)
 OA1512
 OA1512'RECOVERY NOTE BY US POWER SQUADRON 2000
 OA1512'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1333 ***********************************************************************
 OA1333  DESIGNATION -  COOS BAY LIGHT 6
 OA1333  PID         -  OA1333
 OA1333  STATE/COUNTY-  OR/COOS
 OA1333  USGS QUAD   -  NORTH BEND (1971)
 OA1333
 OA1333                         *CURRENT SURVEY CONTROL
 OA1333  ___________________________________________________________________
 OA1333* NAD 83(1991)-  43 25 37.15948(N)    124 13 41.58322(W)     ADJUSTED  
 OA1333* NAVD 88     -              **(meters)            **(feet)            
 OA1333  ___________________________________________________________________
 OA1333  LAPLACE CORR-          17.46  (seconds)                    DEFLEC99
 OA1333  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 OA1333  HORZ ORDER  -  THIRD
 OA1333
 OA1333.The horizontal coordinates were established by classical geodetic methods
 OA1333.and adjusted by the National Geodetic Survey in October 1991.
 OA1333
 OA1333
 OA1333.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1333
 OA1333.The geoid height was determined by GEOID03.
 OA1333
 OA1333;                    North         East     Units Scale Factor Converg.
 OA1333;SPC OR S     -   202,259.771 1,198,239.508   MT  0.99990475   -2 33 02.3
 OA1333;SPC OR S     -   663,581.93  3,931,231.98   iFT  0.99990475   -2 33 02.3
 OA1333;UTM  10      - 4,808,965.492   400,585.579   MT  0.99972157   -0 50 39.8
 OA1333
 OA1333                          SUPERSEDED SURVEY CONTROL
 OA1333
 OA1333  NAD 83(1986)-  43 25 37.15707(N)    124 13 41.63018(W) AD(       ) 4
 OA1333  NAD 27      -  43 25 37.74700(N)    124 13 37.22100(W) AD(       ) 3
 OA1333
 OA1333.Superseded values are not recommended for survey control.
 OA1333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1333.See file dsdata.txt to determine how the superseded data were derived.
 OA1333
 OA1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP0058608965(NAD 83)
 OA1333
 OA1333  HISTORY     - Date     Condition        Report By
 OA1333  HISTORY     - 1945     MONUMENTED       CGS
 OA1333  HISTORY     - 1948     SEE DESCRIPTION  CGS
 OA1333  HISTORY     - 19950527 MARK NOT FOUND   USPSQD
 OA1333
 OA1333                          STATION DESCRIPTION
 OA1333
 OA1333'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (KGC)
 OA1333'IT IS ABOUT 1.4 MILES N OF NORTH BEND, BETWEEN THE COOS BAY
 OA1333'HIGHWAY BRIDGE AND THE COOS BAY RAILROAD BRIDGE.  IT IS A GROUP
 OA1333'OF 4 PILES ON TOP OF WHICH IS A RED 3-FOOT SQUARE PLATFORM.  IN
 OA1333'THE CENTER OF THE PLATFORM IS A RED CYLINDER.  ON TOP OF THE
 OA1333'CYLINDER IS A RED LIGHT.
 OA1333
 OA1333                          STATION RECOVERY (1948)
 OA1333
 OA1333'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RAE)
 OA1333'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY
 OA1333'K.G.C. IN 1945.  THE DESCRIPTION IS ADEQUATE.
 OA1333
 OA1333                          STATION RECOVERY (1995)
 OA1333
 OA1333'RECOVERY NOTE BY US POWER SQUADRON 1995
 OA1333'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1404 ***********************************************************************
 OA1404  DESIGNATION -  COOS BAY LIGHT 7
 OA1404  PID         -  OA1404
 OA1404  STATE/COUNTY-  OR/COOS
 OA1404  USGS QUAD   -  NORTH BEND (1971)
 OA1404
 OA1404                         *CURRENT SURVEY CONTROL
 OA1404  ___________________________________________________________________
 OA1404* NAD 83(1991)-  43 25 31.40195(N)    124 13 06.74443(W)     ADJUSTED  
 OA1404* NAVD 88     -              **(meters)            **(feet)            
 OA1404  ___________________________________________________________________
 OA1404  LAPLACE CORR-          17.53  (seconds)                    DEFLEC99
 OA1404  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 OA1404  HORZ ORDER  -  THIRD
 OA1404
 OA1404.The horizontal coordinates were established by classical geodetic methods
 OA1404.and adjusted by the National Geodetic Survey in October 1991.
 OA1404
 OA1404
 OA1404.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1404
 OA1404.The geoid height was determined by GEOID03.
 OA1404
 OA1404;                    North         East     Units Scale Factor Converg.
 OA1404;SPC OR S     -   202,047.453 1,199,014.395   MT  0.99990463   -2 32 38.5
 OA1404;SPC OR S     -   662,885.34  3,933,774.26   iFT  0.99990463   -2 32 38.5
 OA1404;UTM  10      - 4,808,776.376   401,366.300   MT  0.99971967   -0 50 15.7
 OA1404
 OA1404                          SUPERSEDED SURVEY CONTROL
 OA1404
 OA1404  NAD 83(1986)-  43 25 31.39955(N)    124 13 06.79126(W) AD(       ) 4
 OA1404  NAD 27      -  43 25 31.98900(N)    124 13 02.38800(W) AD(       ) 3
 OA1404
 OA1404.Superseded values are not recommended for survey control.
 OA1404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1404.See file dsdata.txt to determine how the superseded data were derived.
 OA1404
 OA1404_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP0136608776(NAD 83)
 OA1404
 OA1404  HISTORY     - Date     Condition        Report By
 OA1404  HISTORY     - 1945     MONUMENTED       CGS
 OA1404  HISTORY     - 1948     SEE DESCRIPTION  CGS
 OA1404  HISTORY     - 19950527 MARK NOT FOUND   USPSQD
 OA1404
 OA1404                          STATION DESCRIPTION
 OA1404
 OA1404'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (KGC)
 OA1404'IT IS ABOUT 1.3 MILES N OF NORTH BEND AND 0.2 MILE E OF THE COOS
 OA1404'BAY HIGHWAY BRIDGE.  IT IS A GROUP OF FIVE PILES ON TOP OF WHICH
 OA1404'IS A 3-FOOT SQUARE PLATFORM.  IN THE CENTER OF THE PLATFORM IS A
 OA1404'WHITE CYLINDER.  ON TOP OF THE CYLINDER IS A LIGHT WITH A BLACK
 OA1404'BASE.  ON THE W SIDE OF THE PILING IS A SQUARE WHITE TARGET MADE
 OA1404'OF SLATS WITH A VERTICAL BLACK STRIPE RUNNING THROUGH THE
 OA1404'CENTER.
 OA1404
 OA1404                          STATION RECOVERY (1948)
 OA1404
 OA1404'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RAE)
 OA1404'ACCORDING TO THE LIGHT LIST, PACIFIC COAST, 1948, THE LIGHT WAS
 OA1404'REBUILT IN 1946.  THE STATION HAS BEEN DESTROYED.
 OA1404
 OA1404                          STATION RECOVERY (1995)
 OA1404
 OA1404'RECOVERY NOTE BY US POWER SQUADRON 1995
 OA1404'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1303 ***********************************************************************
 OA1303  DESIGNATION -  COOS BAY LUMBER CO TANK
 OA1303  PID         -  OA1303
 OA1303  STATE/COUNTY-  OR/COOS
 OA1303  USGS QUAD   -  COOS BAY (1975)
 OA1303
 OA1303                         *CURRENT SURVEY CONTROL
 OA1303  ___________________________________________________________________
 OA1303* NAD 83(1991)-  43 21 31.79644(N)    124 11 51.27171(W)     ADJUSTED  
 OA1303* NAVD 88     -              **(meters)            **(feet)            
 OA1303  ___________________________________________________________________
 OA1303  LAPLACE CORR-          14.42  (seconds)                    DEFLEC99
 OA1303  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 OA1303  HORZ ORDER  -  THIRD
 OA1303
 OA1303.The horizontal coordinates were established by classical geodetic methods
 OA1303.and adjusted by the National Geodetic Survey in October 1991.
 OA1303
 OA1303
 OA1303.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1303
 OA1303.The geoid height was determined by GEOID03.
 OA1303
 OA1303;                    North         East     Units Scale Factor Converg.
 OA1303;SPC OR S     -   194,585.730 1,200,383.867   MT  0.99990011   -2 31 46.9
 OA1303;SPC OR S     -   638,404.63  3,938,267.28   iFT  0.99990011   -2 31 46.9
 OA1303;UTM  10      - 4,801,360.123   402,957.126   MT  0.99971584   -0 49 20.2
 OA1303
 OA1303                          SUPERSEDED SURVEY CONTROL
 OA1303
 OA1303  NAD 83(1986)-  43 21 31.79327(N)    124 11 51.31741(W) AD(       ) 4
 OA1303  NAD 27      -  43 21 32.38900(N)    124 11 46.92300(W) AD(       ) 3
 OA1303
 OA1303.Superseded values are not recommended for survey control.
 OA1303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1303.See file dsdata.txt to determine how the superseded data were derived.
 OA1303
 OA1303_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP0295701360(NAD 83)
 OA1303_MARKER: 51 = TANK
 OA1303
 OA1303  HISTORY     - Date     Condition        Report By
 OA1303  HISTORY     - 1945     FIRST OBSERVED   CGS
 OA1303  HISTORY     - 1965     GOOD             CGS
 OA1303  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 OA1303
 OA1303                          STATION DESCRIPTION
 OA1303
 OA1303'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (KGC)
 OA1303'THE TANK IS ABOUT 1.2 MILES SE OF COOS BAY, 0.1 MILE W OF ISTHMUS
 OA1303'SLOUGH, AND 0.2 MILE NW OF THE ISTHMUS SLOUGH BRIDGE.  IT IS SW
 OA1303'OF THE COOS BAY LUMBER COMPANY MILL BUILDINGS.  IT IS AN
 OA1303'ALUMINUM-PAINTED WATER TANK ON STEEL LEGS.  COOS BAY LUMBER CO. IS
 OA1303'PAINTED ON IT IN LARGE BLACK LETTERS.  IT IS ABOUT 80 FEET HIGH.
 OA1303
 OA1303                          STATION RECOVERY (1965)
 OA1303
 OA1303'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (HJS)
 OA1303'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT
 OA1303'THAT IT IS LOCATED ON THE PROPERTY OF THE GEORGIA PACIFIC
 OA1303'CORP.  THE TANK IS NOW PAINTED SILVER AND HAS THE LETTERING
 OA1303'GEORGIA PACIFIC CORP IN BLACK ON THE TANK.
 OA1303
 OA1303                          STATION RECOVERY (1984)
 OA1303
 OA1303'RECOVERY NOTE BY US POWER SQUADRON 1984 (AS)
 OA1303'STATION NOT FOUND.
 OA1303'
 OA1303'MILL AND TANKS HAVE BEEN TORN DOWN.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1306 ***********************************************************************
 OA1306  DESIGNATION -  COOS BAY LUMBER CO STACK
 OA1306  PID         -  OA1306
 OA1306  STATE/COUNTY-  OR/COOS
 OA1306  USGS QUAD   -  COOS BAY (1975)
 OA1306
 OA1306                         *CURRENT SURVEY CONTROL
 OA1306  ___________________________________________________________________
 OA1306* NAD 83(1991)-  43 21 36.35370(N)    124 11 45.97337(W)     ADJUSTED  
 OA1306* NAVD 88     -              **(meters)            **(feet)            
 OA1306  ___________________________________________________________________
 OA1306  LAPLACE CORR-          14.42  (seconds)                    DEFLEC99
 OA1306  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 OA1306  HORZ ORDER  -  THIRD
 OA1306
 OA1306.The horizontal coordinates were established by classical geodetic methods
 OA1306.and adjusted by the National Geodetic Survey in October 1991.
 OA1306
 OA1306
 OA1306.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1306
 OA1306.The geoid height was determined by GEOID03.
 OA1306
 OA1306;                    North         East     Units Scale Factor Converg.
 OA1306;SPC OR S     -   194,720.956 1,200,509.251   MT  0.99990018   -2 31 43.2
 OA1306;SPC OR S     -   638,848.28  3,938,678.65   iFT  0.99990018   -2 31 43.2
 OA1306;UTM  10      - 4,801,499.000   403,078.403   MT  0.99971555   -0 49 16.6
 OA1306
 OA1306                          SUPERSEDED SURVEY CONTROL
 OA1306
 OA1306  NAD 83(1986)-  43 21 36.35050(N)    124 11 46.01897(W) AD(       ) 4
 OA1306  NAD 27      -  43 21 36.94500(N)    124 11 41.62400(W) AD(       ) 3
 OA1306
 OA1306.Superseded values are not recommended for survey control.
 OA1306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1306.See file dsdata.txt to determine how the superseded data were derived.
 OA1306
 OA1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP0307801499(NAD 83)
 OA1306_MARKER: 63 = STACK
 OA1306
 OA1306  HISTORY     - Date     Condition        Report By
 OA1306  HISTORY     - 1945     FIRST OBSERVED   CGS
 OA1306  HISTORY     - 1965     GOOD             CGS
 OA1306  HISTORY     - 1984     GOOD             USPSQD
 OA1306  HISTORY     - 20011107 MARK NOT FOUND   USPSQD
 OA1306
 OA1306                          STATION DESCRIPTION
 OA1306
 OA1306'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (KGC)
 OA1306'THE STACK IS ABOUT 1.1 MILES SE OF COOS BAY, 0.1 MILE W OF ISTHMUS
 OA1306'SLOUGH, AND 0.2 MILE N OF THE ISTHMUS SLOUGH BRIDGE.  IT IS ON
 OA1306'THE E SIDE OF THE MAIN MILL BUILDINGS OF THE COOS BAY LUMBER
 OA1306'COMPANY.  IT IS NE OF A HIGH SILVER WATER TOWER AND N OF A
 OA1306'SIMILAR STACK.  IT IS A LARGE CONCRETE STACK ABOUT 100 FEET HIGH.
 OA1306
 OA1306                          STATION RECOVERY (1965)
 OA1306
 OA1306'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (HJS)
 OA1306'THE STATION WAS RECOVERED AS DESCRIBED EXCEPT THAT IT IS LOCATED
 OA1306'ON THE PROPERTY OF THE GEORGIA PACIFIC CORP.
 OA1306
 OA1306                          STATION RECOVERY (1984)
 OA1306
 OA1306'RECOVERY NOTE BY US POWER SQUADRON 1984 (AS)
 OA1306'STATION FOUND AS DESCRIBED EXCEPT MILL HAS CEASED OPERATION AND MOST
 OA1306'OF BUILDINGS AND TANKS HAVE BEEN TORN DOWN.
 OA1306
 OA1306                          STATION RECOVERY (2001)
 OA1306
 OA1306'RECOVERY NOTE BY US POWER SQUADRON 2001 (AES)
 OA1306'NO STACK IN THE AREA, NOW OCCUPIED BY A SMALL WEYERHAUSER CO. MILL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1268 ***********************************************************************
 OA1268  DESIGNATION -  COOS BAY LUTHERAN CHURCH SPIRE
 OA1268  PID         -  OA1268
 OA1268  STATE/COUNTY-  OR/COOS
 OA1268  USGS QUAD   -  COOS BAY (1975)
 OA1268
 OA1268                         *CURRENT SURVEY CONTROL
 OA1268  ___________________________________________________________________
 OA1268* NAD 83(1991)-  43 22 06.59462(N)    124 12 54.92300(W)     ADJUSTED  
 OA1268* NAVD 88     -              **(meters)            **(feet)            
 OA1268  ___________________________________________________________________
 OA1268  LAPLACE CORR-          15.23  (seconds)                    DEFLEC99
 OA1268  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 OA1268  HORZ ORDER  -  THIRD
 OA1268
 OA1268.The horizontal coordinates were established by classical geodetic methods
 OA1268.and adjusted by the National Geodetic Survey in October 1991.
 OA1268
 OA1268
 OA1268.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1268
 OA1268.The geoid height was determined by GEOID03.
 OA1268
 OA1268;                    North         East     Units Scale Factor Converg.
 OA1268;SPC OR S     -   195,721.881 1,198,999.733   MT  0.99990068   -2 32 30.4
 OA1268;SPC OR S     -   642,132.16  3,933,726.16   iFT  0.99990068   -2 32 30.4
 OA1268;UTM  10      - 4,802,454.332   401,540.016   MT  0.99971925   -0 50 04.4
 OA1268
 OA1268                          SUPERSEDED SURVEY CONTROL
 OA1268
 OA1268  NAD 83(1986)-  43 22 06.59144(N)    124 12 54.96913(W) AD(       ) 4
 OA1268  NAD 27      -  43 22 07.18600(N)    124 12 50.56700(W) AD(       ) 3
 OA1268
 OA1268.Superseded values are not recommended for survey control.
 OA1268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1268.See file dsdata.txt to determine how the superseded data were derived.
 OA1268
 OA1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP0154002454(NAD 83)
 OA1268_MARKER: 90 = CHURCH SPIRE
 OA1268
 OA1268  HISTORY     - Date     Condition        Report By
 OA1268  HISTORY     - 1889     FIRST OBSERVED   CGS
 OA1268  HISTORY     - 1936     GOOD             CGS
 OA1268  HISTORY     - 1945     GOOD             CGS
 OA1268  HISTORY     - 1948     GOOD             CGS
 OA1268  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 OA1268
 OA1268                          STATION DESCRIPTION
 OA1268
 OA1268'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (LAM)
 OA1268'INTERSECTED STATION IS THE SPIRE ON THE TRINITY LUTHERAN CHURCH
 OA1268'SITUATED AT THE SW CORNER OF THIRD STREET NORTH AND COMMERCIAL
 OA1268'AVENUE WEST IN MARSHFIELD.  THE CHURCH WAS BUILT ABOUT 1884 AND
 OA1268'IN 1936 IT WAS REPORTED THAT THE BUILDING AND SPIRE WERE IN
 OA1268'THEIR ORIGINAL LOCATIONS.  THE SPIRE IS SURMOUNTED BY A GILDED
 OA1268'BALL.  THE BUILDING AND SPIRE ARE BUILT OF WOOD.
 OA1268
 OA1268                          STATION RECOVERY (1945)
 OA1268
 OA1268'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (KGC)
 OA1268'IT IS ON THE CORNER OF COMMERCIAL AVENUE AND THIRD STREET IN THE
 OA1268'CENTER OF COOS BAY.  IT IS THE SPIRE OF THE TRINITY LUTHERAN
 OA1268'CHURCH.  THE CHURCH IS A ONE-STORY WHITE BUILDING.  THE SPIRE IS
 OA1268'ON THE E SIDE OF THE CHURCH.  IT IS WHITE WITH A RED ROOF, AND
 OA1268'IS ABOUT 50 FEET HIGH.
 OA1268
 OA1268                          STATION RECOVERY (1948)
 OA1268
 OA1268'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RAE)
 OA1268'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY
 OA1268'K.G.C. IN 1945.  THE DESCRIPTION IS ADEQUATE.
 OA1268
 OA1268                          STATION RECOVERY (1984)
 OA1268
 OA1268'RECOVERY NOTE BY US POWER SQUADRON 1984 (AS)
 OA1268'STATION NOT FOUND.
 OA1268'
 OA1268'BUILDING AND SPIRE HAVE BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1289 ***********************************************************************
 OA1289  DESIGNATION -  COOS BAY MARSHFIELD WATER TANK
 OA1289  PID         -  OA1289
 OA1289  STATE/COUNTY-  OR/COOS
 OA1289  USGS QUAD   -  COOS BAY (1975)
 OA1289
 OA1289                         *CURRENT SURVEY CONTROL
 OA1289  ___________________________________________________________________
 OA1289* NAD 83(1991)-  43 22 17.51780(N)    124 14 19.70350(W)     ADJUSTED  
 OA1289* NAVD 88     -              **(meters)            **(feet)            
 OA1289  ___________________________________________________________________
 OA1289  LAPLACE CORR-          16.67  (seconds)                    DEFLEC99
 OA1289  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 OA1289  HORZ ORDER  -  THIRD
 OA1289
 OA1289.The horizontal coordinates were established by classical geodetic methods
 OA1289.and adjusted by the National Geodetic Survey in October 1991.
 OA1289
 OA1289
 OA1289.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1289
 OA1289.The geoid height was determined by GEOID03.
 OA1289
 OA1289;                    North         East     Units Scale Factor Converg.
 OA1289;SPC OR S     -   196,143.524 1,197,108.070   MT  0.99990086   -2 33 28.4
 OA1289;SPC OR S     -   643,515.50  3,927,519.91   iFT  0.99990086   -2 33 28.4
 OA1289;UTM  10      - 4,802,819.367   399,636.972   MT  0.99972390   -0 51 02.9
 OA1289
 OA1289                          SUPERSEDED SURVEY CONTROL
 OA1289
 OA1289  NAD 83(1986)-  43 22 17.51422(N)    124 14 19.75037(W) AD(       ) 4
 OA1289  NAD 27      -  43 22 18.11400(N)    124 14 15.33800(W) AD(       ) 3
 OA1289
 OA1289.Superseded values are not recommended for survey control.
 OA1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1289.See file dsdata.txt to determine how the superseded data were derived.
 OA1289
 OA1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCP9963702819(NAD 83)
 OA1289
 OA1289  HISTORY     - Date     Condition        Report By
 OA1289  HISTORY     - 1945     MONUMENTED       CGS
 OA1289  HISTORY     - 1948     SEE DESCRIPTION  CGS
 OA1289  HISTORY     - 19940629 MARK NOT FOUND   USPSQD
 OA1289  HISTORY     - 20000204 MARK NOT FOUND   USPSQD
 OA1289
 OA1289                          STATION DESCRIPTION
 OA1289
 OA1289'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (KGC)
 OA1289'IT IS ON THE CREST OF A HILL ABOUT 1.3 MILES NW OF COOS BAY, ABOUT
 OA1289'0.4 MILE S OF THE PEOPLES WATER AND GAS COMPANY RESERVOIR, AND
 OA1289'ABOUT 0.3 MILE W OF THE COOS BAY-EMPIRE HIGHWAY.  IT IS A LARGE
 OA1289'WOODEN WATER TANK ON A WOODEN TOWER.  THE TOP OF THE TANK IS
 OA1289'ABOUT 40 FEET ABOVE THE GROUND.  THERE IS A WOODEN LADDER ON THE
 OA1289'E SIDE OF THE TANK THAT IS 3 FEET HIGHER THAN ANY OTHER PART OF
 OA1289'THE STRUCTURE.  THE TANK WAS PAINTED WHITE OR GRAY BUT NOW HAS
 OA1289'VERY LITTLE PAINT LEFT.  A WOODEN PLATFORM AND RAILING ARE
 OA1289'AROUND THE BASE OF THE TANK.
 OA1289
 OA1289                          STATION RECOVERY (1948)
 OA1289
 OA1289'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RAE)
 OA1289'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY
 OA1289'K.G.C. IN 1945.  THE DESCRIPTION IS ADEQUATE.
 OA1289
 OA1289                          STATION RECOVERY (1994)
 OA1289
 OA1289'RECOVERY NOTE BY US POWER SQUADRON 1994
 OA1289'MARK NOT FOUND.
 OA1289
 OA1289                          STATION RECOVERY (2000)
 OA1289
 OA1289'RECOVERY NOTE BY US POWER SQUADRON 2000
 OA1289'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1338 ***********************************************************************
 OA1338  DESIGNATION -  COOS BAY MARSHFIELD TANK
 OA1338  PID         -  OA1338
 OA1338  STATE/COUNTY-  OR/COOS
 OA1338  USGS QUAD   -  NORTH BEND (1971)
 OA1338
 OA1338                         *CURRENT SURVEY CONTROL
 OA1338  ___________________________________________________________________
 OA1338* NAD 83(1991)-  43 22 51.14146(N)    124 13 44.46853(W)     ADJUSTED  
 OA1338* NAVD 88     -              **(meters)            **(feet)            
 OA1338  ___________________________________________________________________
 OA1338  LAPLACE CORR-          16.36  (seconds)                    DEFLEC99
 OA1338  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 OA1338  HORZ ORDER  -  THIRD
 OA1338
 OA1338.The horizontal coordinates were established by classical geodetic methods
 OA1338.and adjusted by the National Geodetic Survey in October 1991.
 OA1338
 OA1338
 OA1338.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1338
 OA1338.The geoid height was determined by GEOID03.
 OA1338
 OA1338;                    North         East     Units Scale Factor Converg.
 OA1338;SPC OR S     -   197,144.705 1,197,946.643   MT  0.99990145   -2 33 04.3
 OA1338;SPC OR S     -   646,800.21  3,930,271.14   iFT  0.99990145   -2 33 04.3
 OA1338;UTM  10      - 4,803,844.901   400,445.205   MT  0.99972192   -0 50 39.2
 OA1338
 OA1338                          SUPERSEDED SURVEY CONTROL
 OA1338
 OA1338  NAD 83(1986)-  43 22 51.13822(N)    124 13 44.51504(W) AD(       ) 4
 OA1338  NAD 27      -  43 22 51.73600(N)    124 13 40.09700(W) AD(       ) 3
 OA1338
 OA1338.Superseded values are not recommended for survey control.
 OA1338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1338.See file dsdata.txt to determine how the superseded data were derived.
 OA1338
 OA1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP0044503845(NAD 83)
 OA1338
 OA1338  HISTORY     - Date     Condition        Report By
 OA1338  HISTORY     - 1945     MONUMENTED       USGS
 OA1338  HISTORY     - 1948     SEE DESCRIPTION  CGS
 OA1338  HISTORY     - 20000204 MARK NOT FOUND   USPSQD
 OA1338
 OA1338                          STATION DESCRIPTION
 OA1338
 OA1338'DESCRIBED BY US GEOLOGICAL SURVEY 1945 (KGC)
 OA1338'IT IS ABOUT 1.1 MILES NNW OF COOS BAY AND ABOUT 150 FEET N OF THE
 OA1338'W END OF MYRTLE AVENUE.  IT IS AN ALUMINUM-PAINTED STEEL WATER
 OA1338'TANK ON A STEEL TOWER.  THE TOP OF THE TANK IS ABOUT 60 FEET
 OA1338'ABOVE THE GROUND.
 OA1338
 OA1338                          STATION RECOVERY (1948)
 OA1338
 OA1338'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RAE)
 OA1338'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY
 OA1338'K.G.C. IN 1945.  THE DESCRIPTION IS ADEQUATE.
 OA1338
 OA1338                          STATION RECOVERY (2000)
 OA1338
 OA1338'RECOVERY NOTE BY US POWER SQUADRON 2000
 OA1338'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1280 ***********************************************************************
 OA1280  DESIGNATION -  COOS BAY MERCHANTS TANK
 OA1280  PID         -  OA1280
 OA1280  STATE/COUNTY-  OR/COOS
 OA1280  USGS QUAD   -  COOS BAY (1975)
 OA1280
 OA1280                         *CURRENT SURVEY CONTROL
 OA1280  ___________________________________________________________________
 OA1280* NAD 83(1991)-  43 21 53.12108(N)    124 13 00.81869(W)     ADJUSTED  
 OA1280* NAVD 88     -              **(meters)            **(feet)            
 OA1280  ___________________________________________________________________
 OA1280  LAPLACE CORR-          15.22  (seconds)                    DEFLEC99
 OA1280  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 OA1280  HORZ ORDER  -  THIRD
 OA1280
 OA1280.The horizontal coordinates were established by classical geodetic methods
 OA1280.and adjusted by the National Geodetic Survey in October 1991.
 OA1280
 OA1280
 OA1280.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1280
 OA1280.The geoid height was determined by GEOID03.
 OA1280
 OA1280;                    North         East     Units Scale Factor Converg.
 OA1280;SPC OR S     -   195,312.411 1,198,848.693   MT  0.99990045   -2 32 34.5
 OA1280;SPC OR S     -   640,788.75  3,933,230.62   iFT  0.99990045   -2 32 34.5
 OA1280;UTM  10      - 4,802,040.619   401,401.267   MT  0.99971959   -0 50 08.3
 OA1280
 OA1280                          SUPERSEDED SURVEY CONTROL
 OA1280
 OA1280  NAD 83(1986)-  43 21 53.11780(N)    124 13 00.86469(W) AD(       ) 4
 OA1280  NAD 27      -  43 21 53.71600(N)    124 12 56.45100(W) AD(       ) 3
 OA1280
 OA1280.Superseded values are not recommended for survey control.
 OA1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1280.See file dsdata.txt to determine how the superseded data were derived.
 OA1280
 OA1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP0140102041(NAD 83)
 OA1280
 OA1280  HISTORY     - Date     Condition        Report By
 OA1280  HISTORY     - 1889     MONUMENTED       CGS
 OA1280  HISTORY     - 1948     SEE DESCRIPTION  CGS
 OA1280  HISTORY     - 19940629 MARK NOT FOUND   USPSQD
 OA1280  HISTORY     - 20011107 MARK NOT FOUND   USPSQD
 OA1280
 OA1280                          STATION DESCRIPTION
 OA1280
 OA1280'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RAE)
 OA1280'THERE IS NO TANK IN THE AREA INDICATED BY THE GEOGRAPHIC
 OA1280'POSITION.  THIS STATION SHOULD BE CLASSIFIED AS DESTROYED.
 OA1280
 OA1280                          STATION RECOVERY (1994)
 OA1280
 OA1280'RECOVERY NOTE BY US POWER SQUADRON 1994
 OA1280'MARK NOT FOUND.
 OA1280
 OA1280                          STATION RECOVERY (2001)
 OA1280
 OA1280'RECOVERY NOTE BY US POWER SQUADRON 2001 (AES)
 OA1280'NO TANK IN AREA WHICH HAS EXTENSIVE DEVELOPMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1274 ***********************************************************************
 OA1274  DESIGNATION -  COOS BAY MUTUAL CREAMERY STACK
 OA1274  PID         -  OA1274
 OA1274  STATE/COUNTY-  OR/COOS
 OA1274  USGS QUAD   -  COOS BAY (1975)
 OA1274
 OA1274                         *CURRENT SURVEY CONTROL
 OA1274  ___________________________________________________________________
 OA1274* NAD 83(1991)-  43 22 27.52767(N)    124 12 39.65480(W)     ADJUSTED  
 OA1274* NAVD 88     -              **(meters)            **(feet)            
 OA1274  ___________________________________________________________________
 OA1274  LAPLACE CORR-          15.24  (seconds)                    DEFLEC99
 OA1274  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 OA1274  HORZ ORDER  -  THIRD
 OA1274
 OA1274.The horizontal coordinates were established by classical geodetic methods
 OA1274.and adjusted by the National Geodetic Survey in October 1991.
 OA1274
 OA1274
 OA1274.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1274
 OA1274.The geoid height was determined by GEOID03.
 OA1274
 OA1274;                    North         East     Units Scale Factor Converg.
 OA1274;SPC OR S     -   196,351.966 1,199,371.730   MT  0.99990104   -2 32 20.0
 OA1274;SPC OR S     -   644,199.36  3,934,946.62   iFT  0.99990104   -2 32 20.0
 OA1274;UTM  10      - 4,803,095.102   401,893.013   MT  0.99971840   -0 49 54.3
 OA1274
 OA1274                          SUPERSEDED SURVEY CONTROL
 OA1274
 OA1274  NAD 83(1986)-  43 22 27.52453(N)    124 12 39.70076(W) AD(       ) 4
 OA1274  NAD 27      -  43 22 28.12100(N)    124 12 35.30400(W) AD(       ) 3
 OA1274
 OA1274.Superseded values are not recommended for survey control.
 OA1274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1274.See file dsdata.txt to determine how the superseded data were derived.
 OA1274
 OA1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP0189303095(NAD 83)
 OA1274_MARKER: 63 = STACK
 OA1274
 OA1274  HISTORY     - Date     Condition        Report By
 OA1274  HISTORY     - 1945     FIRST OBSERVED   CGS
 OA1274  HISTORY     - 1948     GOOD             CGS
 OA1274  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 OA1274
 OA1274                          STATION DESCRIPTION
 OA1274
 OA1274'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (KGC)
 OA1274'IT IS A LARGE CONCRETE STACK PAINTED WHITE.  THE STACK IS ABOUT
 OA1274'60 FEET HIGH AND COMES UP THROUGH THE NE OF THE THREE BUILDINGS
 OA1274'OF THE COOS BAY MUTUAL CREAMERY COMPANY.
 OA1274
 OA1274                          STATION RECOVERY (1948)
 OA1274
 OA1274'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RAE)
 OA1274'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY
 OA1274'K.G.C. IN 1945.  THE DESCRIPTION IS ADEQUATE.
 OA1274
 OA1274                          STATION RECOVERY (1984)
 OA1274
 OA1274'RECOVERY NOTE BY US POWER SQUADRON 1984 (AS)
 OA1274'STATION NOT FOUND.
 OA1274'
 OA1274'BUILDING NOW OCCUPIED BY MID COAST MARINE STACK HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1502 ***********************************************************************
 OA1502  DESIGNATION -  COOS BAY NORTH BASE
 OA1502  PID         -  OA1502
 OA1502  STATE/COUNTY-  OR/COOS
 OA1502  USGS QUAD   -  EMPIRE (1970)
 OA1502
 OA1502                         *CURRENT SURVEY CONTROL
 OA1502  ___________________________________________________________________
 OA1502* NAD 83(1991)-  43 24 15.57722(N)    124 16 59.95595(W)     ADJUSTED  
 OA1502* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 OA1502  ___________________________________________________________________
 OA1502  LAPLACE CORR-          17.17  (seconds)                    DEFLEC99
 OA1502  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 OA1502  HORZ ORDER  -  THIRD
 OA1502
 OA1502.The horizontal coordinates were established by classical geodetic methods
 OA1502.and adjusted by the National Geodetic Survey in October 1991.
 OA1502
 OA1502.The orthometric height was scaled from a topographic map.
 OA1502
 OA1502.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1502
 OA1502.The geoid height was determined by GEOID03.
 OA1502
 OA1502;                    North         East     Units Scale Factor Converg.
 OA1502;SPC OR S     -   199,944.859 1,193,668.772   MT  0.99990305   -2 35 18.1
 OA1502;SPC OR S     -   655,987.07  3,916,236.13   iFT  0.99990305   -2 35 18.1
 OA1502;UTM  10      - 4,806,515.936   396,086.596   MT  0.99973282   -0 52 54.9
 OA1502
 OA1502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1502!SPC OR S     -   1.00000298  x   0.99990305  =   0.99990603
 OA1502!UTM  10      -   1.00000298  x   0.99973282  =   0.99973580
 OA1502
 OA1502:                Primary Azimuth Mark                     Grid Az
 OA1502:SPC OR S     -  HENDERSON                                018 29 57.4
 OA1502:UTM  10      -  HENDERSON                                016 47 34.2
 OA1502
 OA1502|---------------------------------------------------------------------|
 OA1502| PID    Reference Object                     Distance      Geod. Az  |
 OA1502|                                                           dddmmss.s |
 OA1502| OA1499 HENDERSON                           APPROX. 0.9 KM 0155439.3 |
 OA1502|---------------------------------------------------------------------|
 OA1502
 OA1502                          SUPERSEDED SURVEY CONTROL
 OA1502
 OA1502  NAD 83(1986)-  43 24 15.57405(N)    124 17 00.00368(W) AD(       ) 3
 OA1502  NAD 27      -  43 24 16.17000(N)    124 16 55.56600(W) AD(       ) 3
 OA1502
 OA1502.Superseded values are not recommended for survey control.
 OA1502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1502.See file dsdata.txt to determine how the superseded data were derived.
 OA1502
 OA1502_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCP9608706516(NAD 83)
 OA1502
 OA1502  HISTORY     - Date     Condition        Report By
 OA1502  HISTORY     - 1861     MONUMENTED       CGS
 OA1502  HISTORY     - 1863     SEE DESCRIPTION  CGS
 OA1502  HISTORY     - 1948     SEE DESCRIPTION  CGS
 OA1502
 OA1502                          STATION DESCRIPTION
 OA1502
 OA1502'DESCRIBED BY COAST AND GEODETIC SURVEY 1863
 OA1502'ON THE W SIDE OF THE BAY OPPOSITE EMPIRE CITY, 20 PACES FROM THE
 OA1502'HIGH-WATER MARK.  THE STATION IS MARKED BY A COPPER BOLT SET IN
 OA1502'A SECTION OF A SPRUCE LOG 3 FEET LONG AND 26 INCHES IN DIAMETER,
 OA1502'PROJECTING 2 INCHES ABOVE THE SURFACE OF THE GROUND.  THERE ARE
 OA1502'THREE STAKES AROUND THE STATION EACH DISTANT 1.83 METERS.
 OA1502
 OA1502                          STATION RECOVERY (1948)
 OA1502
 OA1502'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RAE)
 OA1502'A THOROUGH SEARCH WAS MADE IN THE AREA INDICATED BY THE GEOGRAPHIC
 OA1502'POSITION BUT THE STATION WAS NOT RECOVERED.  IT IS RECOMMENDED
 OA1502'THAT THIS STATION BE CLASSIFIED AS LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1612 ***********************************************************************
 OA1612  DESIGNATION -  COOS BAY NORTH JETTY LT 3A
 OA1612  PID         -  OA1612
 OA1612  STATE/COUNTY-  OR/COOS
 OA1612  USGS QUAD   -  CHARLESTON (1970)
 OA1612
 OA1612                         *CURRENT SURVEY CONTROL
 OA1612  ___________________________________________________________________
 OA1612* NAD 83(1991)-  43 21 31.09155(N)    124 20 42.55791(W)     ADJUSTED  
 OA1612* NAVD 88     -              **(meters)            **(feet)            
 OA1612  ___________________________________________________________________
 OA1612  LAPLACE CORR-          14.72  (seconds)                    DEFLEC99
 OA1612  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 OA1612  HORZ ORDER  -  THIRD
 OA1612
 OA1612.The horizontal coordinates were established by classical geodetic methods
 OA1612.and adjusted by the National Geodetic Survey in October 1991.
 OA1612
 OA1612
 OA1612.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1612
 OA1612.The geoid height was determined by GEOID03.
 OA1612
 OA1612;                    North         East     Units Scale Factor Converg.
 OA1612;SPC OR S     -   195,102.511 1,188,432.681   MT  0.99990009   -2 37 50.3
 OA1612;SPC OR S     -   640,100.10  3,899,057.35   iFT  0.99990009   -2 37 50.3
 OA1612;UTM  10      - 4,801,520.596   390,997.875   MT  0.99974615   -0 55 25.0
 OA1612
 OA1612                          SUPERSEDED SURVEY CONTROL
 OA1612
 OA1612  NAD 83(1986)-  43 21 31.08711(N)    124 20 42.60683(W) AD(       ) 4
 OA1612  NAD 27      -  43 21 31.68764(N)    124 20 38.17476(W) AD(       ) 3
 OA1612
 OA1612.Superseded values are not recommended for survey control.
 OA1612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1612.See file dsdata.txt to determine how the superseded data were derived.
 OA1612
 OA1612_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCP9099801521(NAD 83)
 OA1612_MARKER: 14 = NAVIGATION LIGHT
 OA1612
 OA1612  HISTORY     - Date     Condition        Report By
 OA1612  HISTORY     - 1977     FIRST OBSERVED   NOS
 OA1612  HISTORY     - 19940807 GOOD             USPSQD
 OA1612
 OA1612                          STATION DESCRIPTION
 OA1612
 OA1612'DESCRIBED BY NATIONAL OCEAN SERVICE 1977 (RBM)
 OA1612'THE STATION IS COOS BAY NORTH JETTY LIGHT 3A.  LOCATED
 OA1612'AT THE MOUTH OF THE COOS RIVER (COOS BAY), ABOUT 1 MILE
 OA1612'NORTHWEST OF THE TOWN OF CHARLESTON, ON THE NORTH JETTY,
 OA1612'ABOUT 3/8 MILE OFFSHORE OF THE NORTH SPIT.
 OA1612'
 OA1612'THE STATION IS A FLASHING WHITE LIGHT ON A 6 FOOT HIGH,
 OA1612'WOODEN PEDESTAL.  A SQUARE GREEN DAYMARK WITH 3A IS
 OA1612'DISPLAYED AT THE LIGHT.  DESIGNATED AS NO. 1212 IN THE
 OA1612'PUBLICATION LIGHT LIST, VOLUME III, PACIFIC COAST AND
 OA1612'PACIFIC ISLANDS, 1977.
 OA1612
 OA1612                          STATION RECOVERY (1994)
 OA1612
 OA1612'RECOVERY NOTE BY US POWER SQUADRON 1994
 OA1612'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1315 ***********************************************************************
 OA1315  DESIGNATION -  COOS BAY ODD FELLOWS MONUMENT
 OA1315  PID         -  OA1315
 OA1315  STATE/COUNTY-  OR/COOS
 OA1315  USGS QUAD   -  COOS BAY (1975)
 OA1315
 OA1315                         *CURRENT SURVEY CONTROL
 OA1315  ___________________________________________________________________
 OA1315* NAD 83(1991)-  43 21 37.02809(N)    124 13 11.19876(W)     ADJUSTED  
 OA1315* NAVD 88     -              **(meters)            **(feet)            
 OA1315  ___________________________________________________________________
 OA1315  LAPLACE CORR-          15.29  (seconds)                    DEFLEC99
 OA1315  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 OA1315  HORZ ORDER  -  THIRD
 OA1315
 OA1315.The horizontal coordinates were established by classical geodetic methods
 OA1315.and adjusted by the National Geodetic Survey in October 1991.
 OA1315
 OA1315
 OA1315.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1315
 OA1315.The geoid height was determined by GEOID03.
 OA1315
 OA1315;                    North         East     Units Scale Factor Converg.
 OA1315;SPC OR S     -   194,826.676 1,198,593.180   MT  0.99990019   -2 32 41.6
 OA1315;SPC OR S     -   639,195.13  3,932,392.32   iFT  0.99990019   -2 32 41.6
 OA1315;UTM  10      - 4,801,547.576   401,160.383   MT  0.99972017   -0 50 15.2
 OA1315
 OA1315                          SUPERSEDED SURVEY CONTROL
 OA1315
 OA1315  NAD 83(1986)-  43 21 37.02466(N)    124 13 11.24491(W) AD(       ) 4
 OA1315  NAD 27      -  43 21 37.63000(N)    124 13 06.84000(W) AD(       ) 3
 OA1315
 OA1315.Superseded values are not recommended for survey control.
 OA1315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1315.See file dsdata.txt to determine how the superseded data were derived.
 OA1315
 OA1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP0116001548(NAD 83)
 OA1315
 OA1315  HISTORY     - Date     Condition        Report By
 OA1315  HISTORY     - 1889     MONUMENTED       CGS
 OA1315  HISTORY     - 1948     SEE DESCRIPTION  CGS
 OA1315
 OA1315                          STATION DESCRIPTION
 OA1315
 OA1315'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RAE)
 OA1315'THIS STATION, APPARENTLY LOCATED IN THE MEMORIAL PARK CEMETERY IN
 OA1315'COOS BAY, COULD NOT BE FOUND.  LOCAL INQUIRY FAILED TO REVEAL ITS
 OA1315'LOCATION.  IT IS RECOMMENDED THAT THE STATION BE CLASSIFIED AS
 OA1315'LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1261 ***********************************************************************
 OA1261  DESIGNATION -  COOS BAY RADIO STA KYNG MAST
 OA1261  PID         -  OA1261
 OA1261  STATE/COUNTY-  OR/COOS
 OA1261  USGS QUAD   -  COOS BAY (1975)
 OA1261
 OA1261                         *CURRENT SURVEY CONTROL
 OA1261  ___________________________________________________________________
 OA1261* NAD 83(1991)-  43 21 45.22446(N)    124 11 39.59688(W)     ADJUSTED  
 OA1261* NAVD 88     -              **(meters)            **(feet)            
 OA1261  ___________________________________________________________________
 OA1261  LAPLACE CORR-          14.45  (seconds)                    DEFLEC99
 OA1261  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 OA1261  HORZ ORDER  -  THIRD
 OA1261
 OA1261.The horizontal coordinates were established by classical geodetic methods
 OA1261.and adjusted by the National Geodetic Survey in October 1991.
 OA1261
 OA1261
 OA1261.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1261
 OA1261.The geoid height was determined by GEOID03.
 OA1261
 OA1261;                    North         East     Units Scale Factor Converg.
 OA1261;SPC OR S     -   194,988.091 1,200,664.751   MT  0.99990032   -2 31 38.9
 OA1261;SPC OR S     -   639,724.71  3,939,188.82   iFT  0.99990032   -2 31 38.9
 OA1261;UTM  10      - 4,801,770.599   403,225.848   MT  0.99971520   -0 49 12.4
 OA1261
 OA1261                          SUPERSEDED SURVEY CONTROL
 OA1261
 OA1261  NAD 83(1986)-  43 21 45.22136(N)    124 11 39.64272(W) AD(       ) 4
 OA1261  NAD 27      -  43 21 45.81729(N)    124 11 35.25020(W) AD(       ) 3
 OA1261
 OA1261.Superseded values are not recommended for survey control.
 OA1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1261.See file dsdata.txt to determine how the superseded data were derived.
 OA1261
 OA1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP0322601771(NAD 83)
 OA1261_MARKER: 42 = RADIO/TV MAST
 OA1261
 OA1261  HISTORY     - Date     Condition        Report By
 OA1261  HISTORY     - 1965     FIRST OBSERVED   CGS
 OA1261  HISTORY     - 1967     GOOD             CGS
 OA1261  HISTORY     - 1984     GOOD             USPSQD
 OA1261  HISTORY     - 19940629 GOOD             USPSQD
 OA1261  HISTORY     - 20011107 GOOD             USPSQD
 OA1261
 OA1261                          STATION DESCRIPTION
 OA1261
 OA1261'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (HJS)
 OA1261'THE STATION IS IN THE TOWN OF EASTSIDE, ON THE EAST BANK OF
 OA1261'ISTHMUS SLOUGH, AT THE POINT WHERE THE SLOUGH TURNS FROM AN
 OA1261'EAST-WEST DIRECTION TO NORTH-SOUTH DIRECTION, ABOUT 200 METERS
 OA1261'NORTH OF THE HIGHWAY BRIDGE OVER THE SLOUGH.
 OA1261'
 OA1261'IT IS A SKELETON STILL TOWER PAINTED IN RED AND WHITE ALTERNATE
 OA1261'SECTIONS AND IS 240 FEET TALL.
 OA1261
 OA1261                          STATION RECOVERY (1967)
 OA1261
 OA1261'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (RBM)
 OA1261'THE STATION WAS RECOVERED AS DESCRIBED.
 OA1261
 OA1261                          STATION RECOVERY (1984)
 OA1261
 OA1261'RECOVERY NOTE BY US POWER SQUADRON 1984 (AS)
 OA1261'RECOVERED AS DESCRIBED BY HJS 1965 (STEEL TOWER).
 OA1261
 OA1261                          STATION RECOVERY (1994)
 OA1261
 OA1261'RECOVERY NOTE BY US POWER SQUADRON 1994
 OA1261'RECOVERED IN GOOD CONDITION.
 OA1261
 OA1261                          STATION RECOVERY (2001)
 OA1261
 OA1261'RECOVERY NOTE BY US POWER SQUADRON 2001 (AES)
 OA1261'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1608 ***********************************************************************
 OA1608  DESIGNATION -  COOS BAY RNG A F LT
 OA1608  PID         -  OA1608
 OA1608  STATE/COUNTY-  OR/COOS
 OA1608  USGS QUAD   -  CHARLESTON (1970)
 OA1608
 OA1608                         *CURRENT SURVEY CONTROL
 OA1608  ___________________________________________________________________
 OA1608* NAD 83(1991)-  43 21 40.00893(N)    124 19 14.01519(W)     ADJUSTED  
 OA1608* NAVD 88     -              **(meters)            **(feet)            
 OA1608  ___________________________________________________________________
 OA1608  LAPLACE CORR-          15.75  (seconds)                    DEFLEC99
 OA1608  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 OA1608  HORZ ORDER  -  THIRD
 OA1608
 OA1608.The horizontal coordinates were established by classical geodetic methods
 OA1608.and adjusted by the National Geodetic Survey in October 1991.
 OA1608
 OA1608
 OA1608.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1608
 OA1608.The geoid height was determined by GEOID03.
 OA1608
 OA1608;                    North         East     Units Scale Factor Converg.
 OA1608;SPC OR S     -   195,286.188 1,190,436.756   MT  0.99990024   -2 36 49.8
 OA1608;SPC OR S     -   640,702.72  3,905,632.40   iFT  0.99990024   -2 36 49.8
 OA1608;UTM  10      - 4,801,763.853   392,995.277   MT  0.99974085   -0 54 24.4
 OA1608
 OA1608                          SUPERSEDED SURVEY CONTROL
 OA1608
 OA1608  NAD 83(1986)-  43 21 40.00456(N)    124 19 14.06329(W) AD(       ) 4
 OA1608  NAD 27      -  43 21 40.60338(N)    124 19 09.63679(W) AD(       ) 3
 OA1608
 OA1608.Superseded values are not recommended for survey control.
 OA1608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1608.See file dsdata.txt to determine how the superseded data were derived.
 OA1608
 OA1608_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCP9299501764(NAD 83)
 OA1608_MARKER: 14 = NAVIGATION LIGHT
 OA1608
 OA1608  HISTORY     - Date     Condition        Report By
 OA1608  HISTORY     - 1977     FIRST OBSERVED   NOS
 OA1608  HISTORY     - 19950527 GOOD             USPSQD
 OA1608
 OA1608                          STATION DESCRIPTION
 OA1608
 OA1608'DESCRIBED BY NATIONAL OCEAN SERVICE 1977 (RBM)
 OA1608'THE STATION IS COOS BAY RANGE A FRONT LIGHT.  IT IS LOCATED
 OA1608'ABOUT 1 MILE NORTH OF THE TOWN OF CHARLESTON, ALONG THE
 OA1608'WEST SHORE OF COOS BAY, NEAR THE NORTH END OF A CURVING,
 OA1608'BOULDER JETTY AND IN ABOUT 20 FEET OF WATER.
 OA1608'
 OA1608'THE STATION IS THE SPINDAL THAT SUPPORTS A FLASHING WHITE
 OA1608'LIGHT ON A PILING STRUCTURE.  DESIGNATED AS NO 1219 IN THE
 OA1608'PUBLICATION LIGHT LIST, VOLUME III, PACIFIC COAST AND
 OA1608'PACIFIC ISLANDS, 1977.
 OA1608
 OA1608                          STATION RECOVERY (1995)
 OA1608
 OA1608'RECOVERY NOTE BY US POWER SQUADRON 1995
 OA1608'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1610 ***********************************************************************
 OA1610  DESIGNATION -  COOS BAY RNG A R LT
 OA1610  PID         -  OA1610
 OA1610  STATE/COUNTY-  OR/COOS
 OA1610  USGS QUAD   -  CHARLESTON (1970)
 OA1610
 OA1610                         *CURRENT SURVEY CONTROL
 OA1610  ___________________________________________________________________
 OA1610* NAD 83(1991)-  43 21 33.05784(N)    124 19 23.13457(W)     ADJUSTED  
 OA1610* NAVD 88     -              **(meters)            **(feet)            
 OA1610  ___________________________________________________________________
 OA1610  LAPLACE CORR-          15.61  (seconds)                    DEFLEC99
 OA1610  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 OA1610  HORZ ORDER  -  THIRD
 OA1610
 OA1610.The horizontal coordinates were established by classical geodetic methods
 OA1610.and adjusted by the National Geodetic Survey in October 1991.
 OA1610
 OA1610
 OA1610.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1610
 OA1610.The geoid height was determined by GEOID03.
 OA1610
 OA1610;                    North         East     Units Scale Factor Converg.
 OA1610;SPC OR S     -   195,081.282 1,190,221.859   MT  0.99990013   -2 36 56.0
 OA1610;SPC OR S     -   640,030.45  3,904,927.36   iFT  0.99990013   -2 36 56.0
 OA1610;UTM  10      - 4,801,552.669   392,786.612   MT  0.99974140   -0 54 30.5
 OA1610
 OA1610                          SUPERSEDED SURVEY CONTROL
 OA1610
 OA1610  NAD 83(1986)-  43 21 33.05340(N)    124 19 23.18269(W) AD(       ) 4
 OA1610  NAD 27      -  43 21 33.65260(N)    124 19 18.75575(W) AD(       ) 3
 OA1610
 OA1610.Superseded values are not recommended for survey control.
 OA1610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1610.See file dsdata.txt to determine how the superseded data were derived.
 OA1610
 OA1610_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCP9278701553(NAD 83)
 OA1610_MARKER: 14 = NAVIGATION LIGHT
 OA1610
 OA1610  HISTORY     - Date     Condition        Report By
 OA1610  HISTORY     - 1977     FIRST OBSERVED   NOS
 OA1610  HISTORY     - 19950527 GOOD             USPSQD
 OA1610
 OA1610                          STATION DESCRIPTION
 OA1610
 OA1610'DESCRIBED BY NATIONAL OCEAN SERVICE 1977 (RBM)
 OA1610'THE STATION IS COOS BAY RANGE A REAR LIGHT.  IT IS LOCATED
 OA1610'ABOUT 1 MILE NORTH OF THE TOWN OF CHARLESTON, ALONG THE
 OA1610'WEST SHORE OF COOS BAY, ALONG THE EAST SIDE OF A CURVING
 OA1610'BOULDER JETTY AND IN ABOUT 3 FEET OF WATER.
 OA1610'
 OA1610'THE STATION IS THE SPINDLE THAT SUPPORTS A DIRECTIONAL
 OA1610'WHITE LIGHT ON A FOUR LEGGED STRUCTURE.  DESIGNATED
 OA1610'AS NO. 1220 IN THE PUBLICATION LIGHT LIST, VOLUME III,
 OA1610'PACIFIC COAST AND PACIFIC ISLANDS, 1977.
 OA1610
 OA1610                          STATION RECOVERY (1995)
 OA1610
 OA1610'RECOVERY NOTE BY US POWER SQUADRON 1995
 OA1610'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1270 ***********************************************************************
 OA1270  DESIGNATION -  COOS BAY SCHOOL HOUSE CUPOLA
 OA1270  PID         -  OA1270
 OA1270  STATE/COUNTY-  OR/COOS
 OA1270  USGS QUAD   -  COOS BAY (1975)
 OA1270
 OA1270                         *CURRENT SURVEY CONTROL
 OA1270  ___________________________________________________________________
 OA1270* NAD 83(1991)-  43 22 10.63350(N)    124 12 55.52230(W)     ADJUSTED  
 OA1270* NAVD 88     -              **(meters)            **(feet)            
 OA1270  ___________________________________________________________________
 OA1270  LAPLACE CORR-          15.26  (seconds)                    DEFLEC99
 OA1270  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 OA1270  HORZ ORDER  -  THIRD
 OA1270
 OA1270.The horizontal coordinates were established by classical geodetic methods
 OA1270.and adjusted by the National Geodetic Survey in October 1991.
 OA1270
 OA1270
 OA1270.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1270
 OA1270.The geoid height was determined by GEOID03.
 OA1270
 OA1270;                    North         East     Units Scale Factor Converg.
 OA1270;SPC OR S     -   195,846.989 1,198,991.783   MT  0.99990075   -2 32 30.8
 OA1270;SPC OR S     -   642,542.61  3,933,700.08   iFT  0.99990075   -2 32 30.8
 OA1270;UTM  10      - 4,802,579.124   401,528.344   MT  0.99971928   -0 50 04.9
 OA1270
 OA1270                          SUPERSEDED SURVEY CONTROL
 OA1270
 OA1270  NAD 83(1986)-  43 22 10.63031(N)    124 12 55.56832(W) AD(       ) 4
 OA1270  NAD 27      -  43 22 11.22500(N)    124 12 51.16600(W) AD(       ) 3
 OA1270
 OA1270.Superseded values are not recommended for survey control.
 OA1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1270.See file dsdata.txt to determine how the superseded data were derived.
 OA1270
 OA1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP0152802579(NAD 83)
 OA1270
 OA1270  HISTORY     - Date     Condition        Report By
 OA1270  HISTORY     - 1889     MONUMENTED       CGS
 OA1270  HISTORY     - 1924     SEE DESCRIPTION  CGS
 OA1270  HISTORY     - 1948     SEE DESCRIPTION  CGS
 OA1270  HISTORY     - 19940629 MARK NOT FOUND   USPSQD
 OA1270
 OA1270                          STATION DESCRIPTION
 OA1270
 OA1270'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (LBC)
 OA1270'STATION DESTROYED.  NEW SCHOOLHOUSE HAS BEEN ERECTED IN PLACE OF
 OA1270'OLD ONE.
 OA1270
 OA1270                          STATION RECOVERY (1948)
 OA1270
 OA1270'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RAE)
 OA1270'THERE IS NO SCHOOL IN THE AREA INDICATED BY THE GEOGRAPHIC
 OA1270'POSITION.  THIS STATION SHOULD BE CLASSIFIED AS DESTROYED.
 OA1270
 OA1270                          STATION RECOVERY (1994)
 OA1270
 OA1270'RECOVERY NOTE BY US POWER SQUADRON 1994
 OA1270'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1540 ***********************************************************************
 OA1540  DESIGNATION -  COOS BAY SOUTH BASE
 OA1540  PID         -  OA1540
 OA1540  STATE/COUNTY-  OR/COOS
 OA1540  USGS QUAD   -  EMPIRE (1970)
 OA1540
 OA1540                         *CURRENT SURVEY CONTROL
 OA1540  ___________________________________________________________________
 OA1540* NAD 83(1991)-  43 23 57.23620(N)    124 17 21.14562(W)     ADJUSTED  
 OA1540* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 OA1540  ___________________________________________________________________
 OA1540  LAPLACE CORR-          17.01  (seconds)                    DEFLEC99
 OA1540  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 OA1540  HORZ ORDER  -  THIRD
 OA1540
 OA1540.The horizontal coordinates were established by classical geodetic methods
 OA1540.and adjusted by the National Geodetic Survey in October 1991.
 OA1540
 OA1540.The orthometric height was scaled from a topographic map.
 OA1540
 OA1540.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1540
 OA1540.The geoid height was determined by GEOID03.
 OA1540
 OA1540;                    North         East     Units Scale Factor Converg.
 OA1540;SPC OR S     -   199,401.012 1,193,166.914   MT  0.99990269   -2 35 32.6
 OA1540;SPC OR S     -   654,202.80  3,914,589.61   iFT  0.99990269   -2 35 32.6
 OA1540;UTM  10      - 4,805,957.480   395,601.238   MT  0.99973407   -0 53 09.1
 OA1540
 OA1540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1540!SPC OR S     -   1.00000330  x   0.99990269  =   0.99990599
 OA1540!UTM  10      -   1.00000330  x   0.99973407  =   0.99973737
 OA1540
 OA1540:                Primary Azimuth Mark                     Grid Az
 OA1540:SPC OR S     -  HENDERSON                                029 39 03.1
 OA1540:UTM  10      -  HENDERSON                                027 56 39.6
 OA1540
 OA1540|---------------------------------------------------------------------|
 OA1540| PID    Reference Object                     Distance      Geod. Az  |
 OA1540|                                                           dddmmss.s |
 OA1540| OA1499 HENDERSON                           APPROX. 1.6 KM 0270330.5 |
 OA1540|---------------------------------------------------------------------|
 OA1540
 OA1540                          SUPERSEDED SURVEY CONTROL
 OA1540
 OA1540  NAD 83(1986)-  43 23 57.23290(N)    124 17 21.19340(W) AD(       ) 3
 OA1540  NAD 27      -  43 23 57.83100(N)    124 17 16.75100(W) AD(       ) 3
 OA1540
 OA1540.Superseded values are not recommended for survey control.
 OA1540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1540.See file dsdata.txt to determine how the superseded data were derived.
 OA1540
 OA1540_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCP9560105957(NAD 83)
 OA1540
 OA1540  HISTORY     - Date     Condition        Report By
 OA1540  HISTORY     - 1861     MONUMENTED       CGS
 OA1540  HISTORY     - 1863     SEE DESCRIPTION  CGS
 OA1540  HISTORY     - 1945     SEE DESCRIPTION  CGS
 OA1540
 OA1540                          STATION DESCRIPTION
 OA1540
 OA1540'DESCRIBED BY COAST AND GEODETIC SURVEY 1863
 OA1540'ON THE W SIDE OF THE BAY, ON A SLIGHT RISE IN THE LAND BELONGING
 OA1540'TO MR. HENDERSON.
 OA1540'
 OA1540'THE STATION IS MARKED BY A COPPER BOLT SET IN A BLOCK OF WOOD
 OA1540'3-1/2 FEET LONG 26 INCHES IN DIAMETER SET LEVEL WITH THE
 OA1540'SURFACE.  THERE ARE THREE STAKES AROUND THE STATION, EACH DISTANT
 OA1540'1.83 METERS.
 OA1540
 OA1540                          STATION RECOVERY (1945)
 OA1540
 OA1540'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (WJC)
 OA1540'THIS STATION IS LOST.  THE STATION WAS CAREFULLY SEARCHED FOR BY
 OA1540'TRAVERSING FROM SAND BEACH 2 (U.S.E.).  THE AREA WAS EXPLORED DOWN
 OA1540'TO THE WATER LEVEL.  THE STATION HAS EVIDENTLY BEEN DESTROYED BY
 OA1540'DRIFTING SAND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1486 ***********************************************************************
 OA1486  DESIGNATION -  COOS BAY TREE
 OA1486  PID         -  OA1486
 OA1486  STATE/COUNTY-  OR/COOS
 OA1486  USGS QUAD   -  EMPIRE (1970)
 OA1486
 OA1486                         *CURRENT SURVEY CONTROL
 OA1486  ___________________________________________________________________
 OA1486* NAD 83(1991)-  43 26 18.52847(N)    124 15 54.52912(W)     ADJUSTED  
 OA1486* NAVD 88     -              **(meters)            **(feet)            
 OA1486  ___________________________________________________________________
 OA1486  LAPLACE CORR-          17.48  (seconds)                    DEFLEC99
 OA1486  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 OA1486  HORZ ORDER  -  THIRD
 OA1486
 OA1486.The horizontal coordinates were established by classical geodetic methods
 OA1486.and adjusted by the National Geodetic Survey in October 1991.
 OA1486
 OA1486
 OA1486.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1486
 OA1486.The geoid height was determined by GEOID03.
 OA1486
 OA1486;                    North         East     Units Scale Factor Converg.
 OA1486;SPC OR S     -   203,668.789 1,195,309.834   MT  0.99990568   -2 34 33.3
 OA1486;SPC OR S     -   668,204.69  3,921,620.19   iFT  0.99990568   -2 34 33.3
 OA1486;UTM  10      - 4,810,286.423   397,615.787   MT  0.99972894   -0 52 11.9
 OA1486
 OA1486                          SUPERSEDED SURVEY CONTROL
 OA1486
 OA1486  NAD 83(1986)-  43 26 18.52606(N)    124 15 54.57691(W) AD(       ) 4
 OA1486  NAD 27      -  43 26 19.04500(N)    124 15 50.06600(W) AD(       ) 3
 OA1486
 OA1486.Superseded values are not recommended for survey control.
 OA1486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1486.See file dsdata.txt to determine how the superseded data were derived.
 OA1486
 OA1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCP9761610286(NAD 83)
 OA1486
 OA1486  HISTORY     - Date     Condition        Report By
 OA1486  HISTORY     - 1885     MONUMENTED       CGS
 OA1486  HISTORY     - 1948     SEE DESCRIPTION  CGS
 OA1486
 OA1486                          STATION DESCRIPTION
 OA1486
 OA1486'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RAE)
 OA1486'NO DESCRIPTION OF THIS STATION WAS AVAILABLE.  A THOROUGH SEARCH
 OA1486'WAS MADE IN THE AREA INDICATED BY ITS GEOGRAPHIC POSITION, BUT
 OA1486'NO PROMINENT TREE COULD BE FOUND.  THE STATION HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1311 ***********************************************************************
 OA1311  DESIGNATION -  COOS BAY WEATHER STA FLAGTOWER
 OA1311  PID         -  OA1311
 OA1311  STATE/COUNTY-  OR/COOS
 OA1311  USGS QUAD   -  COOS BAY (1975)
 OA1311
 OA1311                         *CURRENT SURVEY CONTROL
 OA1311  ___________________________________________________________________
 OA1311* NAD 83(1991)-  43 22 24.46009(N)    124 12 51.61580(W)     ADJUSTED  
 OA1311* NAVD 88     -              **(meters)            **(feet)            
 OA1311  ___________________________________________________________________
 OA1311  LAPLACE CORR-          15.33  (seconds)                    DEFLEC99
 OA1311  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 OA1311  HORZ ORDER  -  THIRD
 OA1311
 OA1311.The horizontal coordinates were established by classical geodetic methods
 OA1311.and adjusted by the National Geodetic Survey in October 1991.
 OA1311
 OA1311
 OA1311.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1311
 OA1311.The geoid height was determined by GEOID03.
 OA1311
 OA1311;                    North         East     Units Scale Factor Converg.
 OA1311;SPC OR S     -   196,269.331 1,199,098.555   MT  0.99990098   -2 32 28.2
 OA1311;SPC OR S     -   643,928.25  3,934,050.38   iFT  0.99990098   -2 32 28.2
 OA1311;UTM  10      - 4,803,004.383   401,622.470   MT  0.99971905   -0 50 02.5
 OA1311
 OA1311                          SUPERSEDED SURVEY CONTROL
 OA1311
 OA1311  NAD 83(1986)-  43 22 24.45692(N)    124 12 51.66186(W) AD(       ) 4
 OA1311  NAD 27      -  43 22 25.05400(N)    124 12 47.26400(W) AD(       ) 3
 OA1311
 OA1311.Superseded values are not recommended for survey control.
 OA1311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1311.See file dsdata.txt to determine how the superseded data were derived.
 OA1311
 OA1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP0162203004(NAD 83)
 OA1311_MARKER: 17 = FLAG TOWER
 OA1311
 OA1311  HISTORY     - Date     Condition        Report By
 OA1311  HISTORY     - 1945     FIRST OBSERVED   CGS
 OA1311  HISTORY     - 1954     MARK NOT FOUND   USPSQD
 OA1311  HISTORY     - 1965     GOOD             CGS
 OA1311  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 OA1311
 OA1311                          STATION DESCRIPTION
 OA1311
 OA1311'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (KGC)
 OA1311'IT IS A U.S. WEATHER BUREAU STORM WARNING TOWER IN THE N PART OF
 OA1311'THE TOWN OF COOS BAY AND ABOUT 3/4 OF THE WAY UP THE E SIDE OF
 OA1311'MARSHFIELD HILL.  IT IS A FOUR-LEGGED STEEL TOWER ABOUT 40 FEET
 OA1311'HIGH.  ON TOP OF THE TOWER IS A 12-FOOT FLAG STALL.  ON THE NE
 OA1311'LEG NEAR THE TOP OF THE TOWER IS A SET OF 3 STORM WARNING LIGHTS.
 OA1311
 OA1311                          STATION RECOVERY (1954)
 OA1311
 OA1311'RECOVERY NOTE BY US POWER SQUADRON 1954 (AS)
 OA1311'STATION NOT FOUND.
 OA1311'
 OA1311'RESIDENTAL CONSTRUCTION ON THIS HILLSIDE HAS SURELY DESTROYED THIS
 OA1311'STATION.
 OA1311
 OA1311                          STATION RECOVERY (1965)
 OA1311
 OA1311'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (HJS)
 OA1311'THE STATION WAS RECOVERED.  THE TOWER IS NO LONGER IN USE AND
 OA1311'THE SURROUNDING AREA IS GROWN UP IN BRUSH, MAKING THE TOWER
 OA1311'ALMOST INVISIBLE FROM THE WATER.
 OA1311
 OA1311                          STATION RECOVERY (1984)
 OA1311
 OA1311'RECOVERY NOTE BY US POWER SQUADRON 1984 (AS)
 OA1311'STATION NOT FOUND.
 OA1311'
 OA1311'RESIDENTAL CONSTRUCTION ON THIS HILLSIDE HAS SURELY DESTROYED THIS
 OA1311'STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1308 ***********************************************************************
 OA1308  DESIGNATION -  COOS BAY WEST WIRELESS TOWER
 OA1308  PID         -  OA1308
 OA1308  STATE/COUNTY-  OR/COOS
 OA1308  USGS QUAD   -  COOS BAY (1975)
 OA1308
 OA1308                         *CURRENT SURVEY CONTROL
 OA1308  ___________________________________________________________________
 OA1308* NAD 83(1991)-  43 20 36.13099(N)    124 13 40.63699(W)     ADJUSTED  
 OA1308* NAVD 88     -              **(meters)            **(feet)            
 OA1308  ___________________________________________________________________
 OA1308  LAPLACE CORR-          15.51  (seconds)                    DEFLEC99
 OA1308  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 OA1308  HORZ ORDER  -  THIRD
 OA1308
 OA1308.The horizontal coordinates were established by classical geodetic methods
 OA1308.and adjusted by the National Geodetic Survey in October 1991.
 OA1308
 OA1308
 OA1308.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1308
 OA1308.The geoid height was determined by GEOID03.
 OA1308
 OA1308;                    North         East     Units Scale Factor Converg.
 OA1308;SPC OR S     -   192,978.843 1,197,847.406   MT  0.99989925   -2 33 01.7
 OA1308;SPC OR S     -   633,132.69  3,929,945.56   iFT  0.99989925   -2 33 01.7
 OA1308;UTM  10      - 4,799,678.676   400,470.121   MT  0.99972186   -0 50 34.4
 OA1308
 OA1308                          SUPERSEDED SURVEY CONTROL
 OA1308
 OA1308  NAD 83(1986)-  43 20 36.12727(N)    124 13 40.68287(W) AD(       ) 4
 OA1308  NAD 27      -  43 20 36.72000(N)    124 13 36.28000(W) AD(       ) 3
 OA1308
 OA1308.Superseded values are not recommended for survey control.
 OA1308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1308.See file dsdata.txt to determine how the superseded data were derived.
 OA1308
 OA1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN0047099679(NAD 83)
 OA1308
 OA1308  HISTORY     - Date     Condition        Report By
 OA1308  HISTORY     - 1916     MONUMENTED       CGS
 OA1308  HISTORY     - 1948     SEE DESCRIPTION  CGS
 OA1308  HISTORY     - 19940810 MARK NOT FOUND   USPSQD
 OA1308  HISTORY     - 20010716 MARK NOT FOUND   USPSQD
 OA1308
 OA1308                          STATION DESCRIPTION
 OA1308
 OA1308'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RAE)
 OA1308'THIS TOWER WAS DISMANTLED LONG AGO.  IT FORMERLY RESTED ON A
 OA1308'MASSIVE BLOCK OF CONCRETE, 1.3 METERS ON A SIDE.  THE TOP OF
 OA1308'THIS BLOCK HAS BEEN BLASTED OFF AND THE REMAINING PORTION IS NOW
 OA1308'FLUSH WITH THE SURFACE OF A GRAVEL ROAD.  HOWEVER, AS THE BASE
 OA1308'OF THE BLOCK, THE CENTER OF WHICH MAY BE DETERMINED, IS STILL IN
 OA1308'POSITION, THE POINT HAS NOT LOST ITS VALUE AS A TOPOGRAPHIC
 OA1308'STATION OR AS A POINT OF CONTROL FOR PHOTOGRAMMETRIC MAPPING.
 OA1308'IN VIEW OF THIS FACT, THE FOLLOWING DESCRIPTION IS SUBMITTED--
 OA1308'
 OA1308'THE STATION IS LOCATED IMMEDIATELY W OF COAL BANK SLOUGH, ABOUT
 OA1308'2.7 MILES S OF COOS BAY, ABOUT 0.5 MILE S OF ENGLEWOOD COMMUNITY,
 OA1308'AND ABOUT 825 FEET N OF THE INTERSECTION OF LIBBY ROAD WITH
 OA1308'SOUTHWEST BOULEVARD.
 OA1308'
 OA1308'STATION LIES IN THE MIDDLE OF A GRAVEL ROAD, ABOUT 60 METERS W
 OA1308'OF THE W BANK OF COAL BANK SLOUGH, AND IN THE CENTER OF AND 34.3
 OA1308'METERS, RESPECTIVELY, FROM 4 MASSIVE CONCRETE BLOCKS WHICH WERE
 OA1308'FORMERLY USED TO SUPPORT GUYS.
 OA1308'
 OA1308'STATION IS THE CENTER OF A SQUARE BLOCK OF CONCRETE, 1.8 METERS
 OA1308'ON A SIDE, AND IS FLUSH WITH THE SURFACE OF THE GRAVEL ROAD.
 OA1308'
 OA1308'TO REACH THE STATION FROM THE POST OFFICE IN COOS BAY, GO S ON
 OA1308'FOURTH AVENUE TO HALL STREET.  TURN RIGHT AND GO 1 BLOCK TO
 OA1308'FIFTH AVENUE.  TURN LEFT ON FIFTH AVENUE AND CONTINUE S FOR 1.65
 OA1308'MILES TO A GRAVEL ROAD TO THE LEFT LEADING DOWN AN EMBANKMENT TO
 OA1308'3 HOUSES.  TURN LEFT ON THIS ROAD TO A POINT JUST PAST THE FIRST
 OA1308'HOUSE.  THE STATION IS IN THE ROADWAY.
 OA1308
 OA1308                          STATION RECOVERY (1994)
 OA1308
 OA1308'RECOVERY NOTE BY US POWER SQUADRON 1994
 OA1308'MARK NOT FOUND.
 OA1308
 OA1308                          STATION RECOVERY (2001)
 OA1308
 OA1308'RECOVERY NOTE BY US POWER SQUADRON 2001 (AES)
 OA1308'STREET HAS BEEN PAVED, REMOVING ALL TRACES OF TOWER BASE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1561 ***********************************************************************
 OA1561  DESIGNATION -  COOS HEAD 2
 OA1561  PID         -  OA1561
 OA1561  STATE/COUNTY-  OR/COOS
 OA1561  USGS QUAD   -  CHARLESTON (1970)
 OA1561
 OA1561                         *CURRENT SURVEY CONTROL
 OA1561  ___________________________________________________________________
 OA1561* NAD 83(1991)-  43 21 03.52425(N)    124 20 13.60429(W)     ADJUSTED  
 OA1561* NAVD 88     -        21.     (meters)      69.     (feet)  SCALED    
 OA1561  ___________________________________________________________________
 OA1561  LAPLACE CORR-          14.81  (seconds)                    DEFLEC99
 OA1561  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 OA1561  HORZ ORDER  -  THIRD
 OA1561
 OA1561.The horizontal coordinates were established by classical geodetic methods
 OA1561.and adjusted by the National Geodetic Survey in October 1991.
 OA1561
 OA1561.The orthometric height was scaled from a topographic map.
 OA1561
 OA1561.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1561
 OA1561.The geoid height was determined by GEOID03.
 OA1561
 OA1561;                    North         East     Units Scale Factor Converg.
 OA1561;SPC OR S     -   194,222.844 1,189,044.948   MT  0.99989966   -2 37 30.5
 OA1561;SPC OR S     -   637,214.06  3,901,066.10   iFT  0.99989966   -2 37 30.5
 OA1561;UTM  10      - 4,800,659.693   391,635.978   MT  0.99974445   -0 55 04.7
 OA1561
 OA1561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1561!SPC OR S     -   1.00000083  x   0.99989966  =   0.99990049
 OA1561!UTM  10      -   1.00000083  x   0.99974445  =   0.99974528
 OA1561
 OA1561:                Primary Azimuth Mark                     Grid Az
 OA1561:SPC OR S     -  GRASS MOUND RESET                        035 15 41.1
 OA1561:UTM  10      -  GRASS MOUND RESET                        033 33 15.3
 OA1561
 OA1561|---------------------------------------------------------------------|
 OA1561| PID    Reference Object                     Distance      Geod. Az  |
 OA1561|                                                           dddmmss.s |
 OA1561| OA1583 GRASS MOUND RESET                   APPROX. 2.6 KM 0323810.6 |
 OA1561|---------------------------------------------------------------------|
 OA1561
 OA1561                          SUPERSEDED SURVEY CONTROL
 OA1561
 OA1561  NAD 83(1986)-  43 21 03.51951(N)    124 20 13.65269(W) AD(       ) 3
 OA1561  NAD 27      -  43 21 04.13000(N)    124 20 09.22200(W) AD(       ) 3
 OA1561
 OA1561.Superseded values are not recommended for survey control.
 OA1561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1561.See file dsdata.txt to determine how the superseded data were derived.
 OA1561
 OA1561_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCP9163600660(NAD 83)
 OA1561
 OA1561  HISTORY     - Date     Condition        Report By
 OA1561  HISTORY     - 1889     MONUMENTED       CGS
 OA1561
 OA1561                          STATION DESCRIPTION
 OA1561
 OA1561'DESCRIBED BY COAST AND GEODETIC SURVEY 1889 (EFD)
 OA1561'STATION LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1562 ***********************************************************************
 OA1562  DESIGNATION -  COOS HEAD 3
 OA1562  PID         -  OA1562
 OA1562  STATE/COUNTY-  OR/COOS
 OA1562  USGS QUAD   -  CHARLESTON (1970)
 OA1562
 OA1562                         *CURRENT SURVEY CONTROL
 OA1562  ___________________________________________________________________
 OA1562* NAD 83(1991)-  43 21 03.51895(N)    124 20 13.59839(W)     ADJUSTED  
 OA1562* NAVD 88     -        21.6    (meters)      71.     (feet)  GPS OBS   
 OA1562  ___________________________________________________________________
 OA1562  LAPLACE CORR-          14.81  (seconds)                    DEFLEC99
 OA1562  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 OA1562  HORZ ORDER  -  SECOND
 OA1562
 OA1562.The horizontal coordinates were established by classical geodetic methods
 OA1562.and adjusted by the National Geodetic Survey in October 1991.
 OA1562
 OA1562.The orthometric height was determined by GPS observations and a
 OA1562.high-resolution geoid model.
 OA1562
 OA1562.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1562
 OA1562.The geoid height was determined by GEOID03.
 OA1562
 OA1562;                    North         East     Units Scale Factor Converg.
 OA1562;SPC OR S     -   194,222.675 1,189,045.074   MT  0.99989966   -2 37 30.5
 OA1562;SPC OR S     -   637,213.50  3,901,066.52   iFT  0.99989966   -2 37 30.5
 OA1562;UTM  10      - 4,800,659.527   391,636.108   MT  0.99974445   -0 55 04.7
 OA1562
 OA1562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1562!SPC OR S     -   1.00000076  x   0.99989966  =   0.99990042
 OA1562!UTM  10      -   1.00000076  x   0.99974445  =   0.99974521
 OA1562
 OA1562:                Primary Azimuth Mark                     Grid Az
 OA1562:SPC OR S     -  COOS BAY ENTRANCE RANGE F BCN            101 50 50.8
 OA1562:UTM  10      -  COOS BAY ENTRANCE RANGE F BCN            100 08 25.0
 OA1562
 OA1562|---------------------------------------------------------------------|
 OA1562| PID    Reference Object                     Distance      Geod. Az  |
 OA1562|                                                           dddmmss.s |
 OA1562| OA1569 COOS BAY ENTRANCE RANGE F BCN       APPROX. 1.0 KM 0991320.3 |
 OA1562| CD9703 COOS HEAD 3 RM 3                     31.114 METERS 14021     |
 OA1562| CD9704 COOS HEAD 3 RM 4                     24.813 METERS 23638     |
 OA1562| OA1565 CAPE ARAGO LIGHTHOUSE               APPROX. 3.3 KM 2504517.9 |
 OA1562|---------------------------------------------------------------------|
 OA1562
 OA1562                          SUPERSEDED SURVEY CONTROL
 OA1562
 OA1562  NAD 83(1986)-  43 21 03.51421(N)    124 20 13.64680(W) AD(       ) 2
 OA1562  NAD 27      -  43 21 04.11500(N)    124 20 09.21700(W) AD(       ) 2
 OA1562  NGVD 29 (07/19/86)   20.5    (m)           67.     (f) VERT ANG    3  
 OA1562
 OA1562.Superseded values are not recommended for survey control.
 OA1562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1562.See file dsdata.txt to determine how the superseded data were derived.
 OA1562
 OA1562_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCP9163600660(NAD 83)
 OA1562_MARKER: DD = SURVEY DISK
 OA1562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA1562_SP_SET: CONCRETE POST
 OA1562_MARK LOGO: CGS   
 OA1562_MAGNETIC: N = NO MAGNETIC MATERIAL
 OA1562_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OA1562+STABILITY: POSITION/ELEVATION WELL
 OA1562_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OA1562+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2005
 OA1562
 OA1562  HISTORY     - Date     Condition        Report By
 OA1562  HISTORY     - 1909     MONUMENTED       CGS
 OA1562  HISTORY     - 1909     GOOD             CGS
 OA1562  HISTORY     - 1924     SEE DESCRIPTION  CGS
 OA1562  HISTORY     - 1945     SEE DESCRIPTION  USE
 OA1562  HISTORY     - 1948     SEE DESCRIPTION  CGS
 OA1562  HISTORY     - 1956     SEE DESCRIPTION  USN
 OA1562  HISTORY     - 1967     SEE DESCRIPTION  CGS
 OA1562  HISTORY     - 1970     SEE DESCRIPTION  USGS
 OA1562  HISTORY     - 1971     SEE DESCRIPTION  NGS
 OA1562  HISTORY     - 1974     SEE DESCRIPTION  NGS
 OA1562  HISTORY     - 1977     GOOD             NOS
 OA1562  HISTORY     - 19900601 GOOD             NOS
 OA1562  HISTORY     - 20000830 GOOD             EVANS
 OA1562  HISTORY     - 20010929 MARK NOT FOUND   USPSQD
 OA1562  HISTORY     - 20050512 GOOD             USACE
 OA1562
 OA1562                          STATION DESCRIPTION
 OA1562
 OA1562'DESCRIBED BY COAST AND GEODETIC SURVEY 1909 (JSH)
 OA1562'STATION IS MARKED BY A PIPE PROJECTING ABOUT 1 FOOT ABOVE THE
 OA1562'GROUND.  THERE IS A BLAZED SNAG 3 FEET IN DIAMETER WITH A NAIL
 OA1562'DRIVEN IN THE BLAZE, 5.25 METERS S, AND A SIMILAR BLAZE AND NAIL
 OA1562'ON A SNAG 2-1/2 FEET IN DIAMETER, DISTANT 5.86 METERS E.
 OA1562
 OA1562                          STATION RECOVERY (1909)
 OA1562
 OA1562'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1909
 OA1562'RECOVERED IN GOOD CONDITION.
 OA1562
 OA1562                          STATION RECOVERY (1924)
 OA1562
 OA1562'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1924 (EPM)
 OA1562'THE FOLLOWING DESCRIPTION SHOULD BE SUBSTITUTED.
 OA1562'
 OA1562'STATION IS MARKED BY A PIPE PROJECTING ABOUT A FOOT ABOVE THE
 OA1562'GROUND, NEAR THE EDGE OF A HIGH CLIFF OVERLOOKING COOS BAY BAR,
 OA1562'AND IS ABOUT 30 METERS NW OF THE COAST GUARD LOOKOUT ON COOS HEAD.
 OA1562
 OA1562                          STATION RECOVERY (1945)
 OA1562
 OA1562'RECOVERY NOTE BY US ENGINEERS 1945 (KGC)
 OA1562'STATION IS LOCATED ABOUT 1 MILE NW OF CHARLESTON, ON COOS HEAD,
 OA1562'AT THE ENTRANCE TO COOS BAY.  IT IS ON THE N TIP OF THE POINT AT
 OA1562'COOS HEAD, 103 FEET NW OF THE COAST GUARD LOOKOUT TOWER, 20 FEET
 OA1562'SE OF A 60-FOOT BLUFF, 10 FEET SW OF A 60-FOOT BLUFF.  THE
 OA1562'BLAZED SNAGS MENTIONED IN THE ORIGINAL DESCRIPTION ARE NO LONGER
 OA1562'IN EXISTENCE.
 OA1562'
 OA1562'STATION IS MARKED BY A BRONZE U.S. ARMY CONTROL STATION DISK
 OA1562'SET IN A 12-INCH SQUARE BLOCK OF CONCRETE FLUSH WITH THE GROUND.
 OA1562'
 OA1562'REFERENCE MARK 4 IS A BRONZE DISK SET IN A BLOCK OF CONCRETE
 OA1562'PROJECTING 5 INCHES ABOVE THE GROUND.  DISK IS STAMPED COOS HEAD
 OA1562'3 USE NO 4 1945.  IT IS ABOUT 4 FEET LOWER THAN THE STATION AND
 OA1562'IS 24.830 METERS (81.46 FEET) SW OF THE STATION.  THE OLD
 OA1562'REFERENCE MARKS WERE DESTROYED.
 OA1562'
 OA1562'TO REACH THE STATION FROM CHARLESTON, GO W TOWARD ARAGO POINT
 OA1562'FOR 0.8 MILE TO THE COOS HEAD PARK ROAD.  TURN RIGHT INTO COOS
 OA1562'HEAD PARK AND GO 0.7 MILE TO A TRACK ROAD.  TURN LEFT ONTO TRACK
 OA1562'ROAD AND GO 0.1 MILE TO THE COAST GUARD LOOKOUT TOWER AND THE
 OA1562'STATION.
 OA1562
 OA1562                          STATION RECOVERY (1948)
 OA1562
 OA1562'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RAE)
 OA1562'THE STATION AND REFERENCE MARK 4 WERE RECOVERED IN GOOD CONDITION
 OA1562'AS DESCRIBED BY K.G.C. IN 1945.  THE DISTANCE TO THE REFERENCE
 OA1562'MARK WAS VERIFIED.  THE DESCRIPTION IS ADEQUATE WITH THE
 OA1562'FOLLOWING EXCEPTION--
 OA1562'
 OA1562'THE LOOKOUT TOWER MENTIONED IN THE DESCRIPTION HAS BEEN MOVED
 OA1562'APPROXIMATELY 100 METERS INLAND.
 OA1562
 OA1562                          STATION RECOVERY (1956)
 OA1562
 OA1562'RECOVERY NOTE BY US NAVY 1956 (CDG)
 OA1562'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.  AT
 OA1562'PRESENT, THERE IS A HYDROGRAPHIC SIGNAL OVER THE MARK.
 OA1562
 OA1562                          STATION RECOVERY (1967)
 OA1562
 OA1562'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 OA1562'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE
 OA1562'MARK NO. 4 HAD BEEN BUMPED BY A HEAVY OBJECT AND IS SOLID BUT
 OA1562'OUT OF PLUMB.  REFERENCE MARK NO. 3 WAS FOUND BUT THIS PARTY HAD
 OA1562'NO PREVIOUS INFORMATION ABOUT THIS MARK.  NEW ANGLES AND
 OA1562'DISTANCE TO THE REFERENCE MARKS WERE DETERMINED.  A NEW AND
 OA1562'COMPLETE DESCRIPTION FOLLOWS.
 OA1562'
 OA1562'THE STATION IS 1 MILE NORTHWEST OF CHARLESTON, ON COOS HEAD, AT
 OA1562'THE ENTRANCE TO COOS BAY.
 OA1562'
 OA1562'TO REACH THE STATION FROM THE POST OFFICE IN CHARLESTON GO
 OA1562'NORTH FOR 150 FEET TO A MACADAM ROAD AND SIGN, BROADWAY, TURN
 OA1562'LEFT AND GO WEST TOWARD THE COAST GUARD STATION FOR 0.5 MILE TO
 OA1562'A SIDE ROAD LEFT, TURN LEFT AND GO SOUTHWEST AND WEST ON THE
 OA1562'GRAVELED ROAD FOR 0.5 MILE TO A FORK, TAKE THE RIGHT FORK AND GO
 OA1562'NORTHWEST FOR 0.3 MILE TO THE COAST GUARD LOOKOUT TOWER AND
 OA1562'STATION.
 OA1562'
 OA1562'THE STATION MARK IS AN UNSTAMPED U.S. ARMY CONTROL STATION DISK
 OA1562'SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH, 106
 OA1562'FEET NORTHWEST OF THE COAST GUARD LOOKOUT TOWER, 45 FEET NORTH
 OA1562'OF THE SIGNAL POLE, 8 FEET SOUTH OF THE EDGE OF THE BLUFF AND 1
 OA1562'FOOT WEST OF A METAL WITNESS POST.
 OA1562'
 OA1562'REFERENCE MARK NO. 3, STAMPED COOS HEAD 3 NO 3 1945 USE, IS AN
 OA1562'AZIMUTH MARK DISK CEMENTED IN A DRILL HOLE IN A 3 BY 5 FOOT SLAB
 OA1562'OF CONCRETE, 73 FEET EAST OF THE SIGNAL POLE, 12 FEET NORTHWEST
 OA1562'OF THE NORTHEAST CORNER OF THE LOOKOUT, 8.5 FEET NORTH-NORTHEAST
 OA1562'OF THE NORTHWEST CORNER OF THE LOOKOUT AND 1 FOOT SOUTHEAST OF
 OA1562'THE NORTHWEST CORNER OF THE SLAB.
 OA1562'
 OA1562'REFERENCE MARK NO. 4, STAMPED COOS HEAD 3 NO 4 1945 USE, IS A
 OA1562'STANDARD DISK SET IN A 7-INCH SQUARE CONCRETE MONUMENT THAT
 OA1562'PROJECTS 1 INCH, 69 FEET SOUTHWEST OF THE SIGNAL POLE, 40 FEET
 OA1562'SOUTHEAST OF THE EDGE OF THE BLUFF, 0.5 FOOT NORTHWEST OF A 3 BY
 OA1562'4 FOOT CHUNK OF CONCRETE THAT PROJECTS 2 FEET, 0.5 FOOT WEST OF
 OA1562'A METAL WITNESS POST AND 3 FEET BELOW STATION ELEVATION.  (NOTE
 OA1562'11A)
 OA1562
 OA1562                          STATION RECOVERY (1970)
 OA1562
 OA1562'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 OA1562'THE STATION MARK, AN UNSTAMPED USE DISK, IS IN GOOD CONDITION
 OA1562'AND WAS FOUND AS DESCRIBED.  RM COOS HEAD 3 USE NO. 4 1945, A
 OA1562'USC AND GS DISK INTACT IN A CONCRETE POST THAT HAS BEEN
 OA1562'DISTURBED, IS BENT AT AN ANGLE OFF OF VERTICAL.  THOUGH THE
 OA1562'CONCRETE POST IS STILL SOLID, IT APPEARS TO HAVE BEEN DISPLACED
 OA1562'BY A 24 CUBIC FOOT BLOCK OF CONCRETE THAT LIES ON THE SURFACE AT
 OA1562'ITS SE EDGE.  AN UNDESCRIBED MARK STAMPED COOS HEAD NO. 3 USAE
 OA1562'1945, WHICH IS A USC AND GS AZIMUTH MARK DISK CEMENTED INTO A
 OA1562'3 X 5 FOOT SLAB OF CONCRETE, LIES ABOUT 100 FEET SE OF STATION
 OA1562'MARK AND 8.3 FEET N OF N WALL OF THE U.S. COAST GUARD
 OA1562'LOOKOUT TOWER.
 OA1562
 OA1562                          STATION RECOVERY (1971)
 OA1562
 OA1562'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (DRT)
 OA1562'THE STATION, COOS HEAD 3, WAS RECOVERED IN GOOD CONDITION.  BOTH
 OA1562'REFERENCE MARKS, NO. 3 AND NO. 4, WERE RECOVERED.  THE SIGNAL
 OA1562'POLE MENTIONED BY H.J.S. IN 1967 HAS BEEN MOVED APPROXIMATELY 95
 OA1562'FEET EAST.  THE STATION IS NOT SUITABLE FOR A HI-FIX SITE.
 OA1562'
 OA1562'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OA1562'1 MILE NORTH OF CHARLESTON.
 OA1562
 OA1562                          STATION RECOVERY (1974)
 OA1562
 OA1562'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RBM)
 OA1562'THE STATION AND REFERENCE MARKS 3 AND 4 WERE RECOVERED IN GOOD
 OA1562'CONDITION AS DESCRIBED IN 1967.
 OA1562'
 OA1562'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OA1562'1 MILE NW OF CHARLESTON.
 OA1562
 OA1562                          STATION RECOVERY (1977)
 OA1562
 OA1562'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1977 (RBM)
 OA1562'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 OA1562'THE STATION IS A CORPS OF ENGINEERS DISK, UNSTAMPED,
 OA1562'ABOUT 2 INCHES BELOW THE SURFACE OF THE GROUND.
 OA1562'
 OA1562'HEIGHT OF THE SIGNAL WAS 1.3 METERS.
 OA1562
 OA1562                          STATION RECOVERY (1990)
 OA1562
 OA1562'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1990
 OA1562'RECOVERED IN GOOD CONDITION.
 OA1562
 OA1562                          STATION RECOVERY (2000)
 OA1562
 OA1562'RECOVERY NOTE BY DAVID EVANS + ASSOC 2000
 OA1562'RECOVERED IN GOOD CONDITION.
 OA1562
 OA1562                          STATION RECOVERY (2001)
 OA1562
 OA1562'RECOVERY NOTE BY US POWER SQUADRON 2001 (EHR)
 OA1562'MARK NOT FOUND.
 OA1562
 OA1562                          STATION RECOVERY (2005)
 OA1562
 OA1562'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (PVH)
 OA1562'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC1063 ***********************************************************************
 PC1063  DESIGNATION -  COOS MOUNTAIN LOT
 PC1063  PID         -  PC1063
 PC1063  STATE/COUNTY-  OR/COOS
 PC1063  USGS QUAD   -  COOS MOUNTAIN (1990)
 PC1063
 PC1063                         *CURRENT SURVEY CONTROL
 PC1063  ___________________________________________________________________
 PC1063* NAD 83(1991)-  43 15 55.63597(N)    123 54 30.81393(W)     ADJUSTED  
 PC1063* NAVD 88     -       689.     (meters)    2260.     (feet)  SCALED    
 PC1063  ___________________________________________________________________
 PC1063  LAPLACE CORR-           8.40  (seconds)                    DEFLEC99
 PC1063  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 PC1063  HORZ ORDER  -  SECOND
 PC1063
 PC1063.The horizontal coordinates were established by classical geodetic methods
 PC1063.and adjusted by the National Geodetic Survey in October 1991.
 PC1063
 PC1063.The orthometric height was scaled from a topographic map.
 PC1063
 PC1063.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC1063
 PC1063.The geoid height was determined by GEOID03.
 PC1063
 PC1063;                    North         East     Units Scale Factor Converg.
 PC1063;SPC OR S     -   183,227.605 1,223,367.408   MT  0.99989603   -2 19 55.0
 PC1063;SPC OR S     -   601,140.44  4,013,672.60   iFT  0.99989603   -2 19 55.0
 PC1063;UTM  10      - 4,790,694.455   426,264.223   MT  0.99966688   -0 37 21.8
 PC1063
 PC1063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC1063!SPC OR S     -   0.99989574  x   0.99989603  =   0.99979179
 PC1063!UTM  10      -   0.99989574  x   0.99966688  =   0.99956266
 PC1063
 PC1063:                Primary Azimuth Mark                     Grid Az
 PC1063:SPC OR S     -  BLUE RIDGE                               282 37 11.8
 PC1063:UTM  10      -  BLUE RIDGE                               280 54 38.6
 PC1063
 PC1063|---------------------------------------------------------------------|
 PC1063| PID    Reference Object                     Distance      Geod. Az  |
 PC1063|                                                           dddmmss.s |
 PC1063| OA1239 BLUE RIDGE                          APPROX.14.3 KM 2801716.8 |
 PC1063| PC1060 CATHCART                            APPROX.11.3 KM 3274604.2 |
 PC1063|---------------------------------------------------------------------|
 PC1063
 PC1063                          SUPERSEDED SURVEY CONTROL
 PC1063
 PC1063  NAD 83(1986)-  43 15 55.63100(N)    123 54 30.84802(W) AD(       ) 2
 PC1063  NAD 27      -  43 15 56.22900(N)    123 54 26.50900(W) AD(       ) 2
 PC1063
 PC1063.Superseded values are not recommended for survey control.
 PC1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC1063.See file dsdata.txt to determine how the superseded data were derived.
 PC1063
 PC1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN2626490694(NAD 83)
 PC1063
 PC1063  HISTORY     - Date     Condition        Report By
 PC1063  HISTORY     - 1942     MONUMENTED       CGS
 PC1063  HISTORY     - 1970     SEE DESCRIPTION  USGS
 PC1063  HISTORY     - 1973     SEE DESCRIPTION  NGS
 PC1063
 PC1063                          STATION DESCRIPTION
 PC1063
 PC1063'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JCS)
 PC1063'LOCATION DETERMINED BY DISTANCE AND DIRECTION FROM TRIANGULATION
 PC1063'COOS
 PC1063'
 PC1063'THE COOS MOUNTAIN LOOKOUT TOWER OF THE FOREST SERVICE IS LOCATED
 PC1063'ON THE HIGHEST POINT OF COOS MOUNTAIN ABOUT 15 MILES AIRLINE
 PC1063'NORTHEAST OF COQUILLE, AND ABOUT 17 MILES EAST SOUTHEAST OF
 PC1063'MARSHFIELD.  THE TRIANGULATION STATION COOS IS 4.542 METERS
 PC1063'DISTANT IN AZIMUTH 358 DEG 56 MIN.
 PC1063'
 PC1063'THE LOOKOUT TOWER IS A WOODEN STRUCTURE, ABOUT 30 FEET IN
 PC1063'HEIGHT.  THE HOUSE IS PAINTED WHITE AND THE SUPPORTS ARE
 PC1063'UNPAINTED.  THERE IS A USGS BENCH MARK, SET IN CONCRETE, AND
 PC1063'CENTERED BENEATH THE LOOKOUT TOWER.  THE DISK IS STAMPED COOS
 PC1063'1942.
 PC1063
 PC1063                          STATION RECOVERY (1970)
 PC1063
 PC1063'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 PC1063'A THOROUGH SEARCH BY ONE MAN WITH SHOVEL AND PROBE FOR ONE HOUR
 PC1063'COULD NOT RECOVER EITHER COOS 1942 USC AND GS, R.M. COOS NO. 1
 PC1063'1942 USC AND GS, OR COOS 1942 USGS.  AFTER THE DETERMINED SEARCH
 PC1063'IT WAS CONCLUDED THAT ALL MARKS HAVE BEEN DESTROYED.
 PC1063'
 PC1063'FURTHER, COOS MTN LOOKOUT TOWER IS DESTROYED.  THE TOP ON WHICH
 PC1063'THE L.O.T. WAS LOCATED WAS FOUND TO HAVE BEEN BLADED OFF AND
 PC1063'FLATTENED WITH A BULLDOZER.  EXCAVATION HAD BEEN SO DEEP THAT THE
 PC1063'CONCRETE TOWER FOOTINGS AND OTHER TOWER REMNANTS WERE FOUND
 PC1063'PUSHED OVER THE SIDE AND COMPLETELY DISPLACED WITH A LARGE
 PC1063'PORTION OF SOIL.
 PC1063
 PC1063                          STATION RECOVERY (1973)
 PC1063
 PC1063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 PC1063'THE STATION HAS BEEN DESTROYED.
 PC1063'
 PC1063'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PC1063'15 MILES NORTHEAST OF COQUILLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1358 ***********************************************************************
 OA1358  DESIGNATION -  COOS RIVER ENTRANCE LIGHT
 OA1358  PID         -  OA1358
 OA1358  STATE/COUNTY-  OR/COOS
 OA1358  USGS QUAD   -  NORTH BEND (1971)
 OA1358
 OA1358                         *CURRENT SURVEY CONTROL
 OA1358  ___________________________________________________________________
 OA1358* NAD 83(1991)-  43 22 40.05331(N)    124 10 50.64967(W)     ADJUSTED  
 OA1358* NAVD 88     -              **(meters)            **(feet)            
 OA1358  ___________________________________________________________________
 OA1358  LAPLACE CORR-          15.24  (seconds)                    DEFLEC99
 OA1358  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 OA1358  HORZ ORDER  -  THIRD
 OA1358
 OA1358.The horizontal coordinates were established by classical geodetic methods
 OA1358.and adjusted by the National Geodetic Survey in October 1991.
 OA1358
 OA1358
 OA1358.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1358
 OA1358.The geoid height was determined by GEOID03.
 OA1358
 OA1358;                    North         East     Units Scale Factor Converg.
 OA1358;SPC OR S     -   196,629.860 1,201,840.036   MT  0.99990126   -2 31 05.4
 OA1358;SPC OR S     -   645,111.09  3,943,044.74   iFT  0.99990126   -2 31 05.4
 OA1358;UTM  10      - 4,803,446.341   404,351.487   MT  0.99971254   -0 48 39.6
 OA1358
 OA1358                          SUPERSEDED SURVEY CONTROL
 OA1358
 OA1358  NAD 83(1986)-  43 22 40.05043(N)    124 10 50.69531(W) AD(       ) 4
 OA1358  NAD 27      -  43 22 40.64370(N)    124 10 46.30307(W) AD(       ) 3
 OA1358
 OA1358.Superseded values are not recommended for survey control.
 OA1358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1358.See file dsdata.txt to determine how the superseded data were derived.
 OA1358
 OA1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP0435103446(NAD 83)
 OA1358
 OA1358  HISTORY     - Date     Condition        Report By
 OA1358  HISTORY     - 1965     MONUMENTED       CGS
 OA1358  HISTORY     - 19950527 MARK NOT FOUND   USPSQD
 OA1358
 OA1358                          STATION DESCRIPTION
 OA1358
 OA1358'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (HJS)
 OA1358'LOCATED IN THE SOUTHEAST END OF COOS BAY, ABOUT 1 MILE
 OA1358'SOUTH-SOUTHEAST OF CRAWFORD POINT AND ABOUT 1 MILE NORTH-NORTHWEST
 OA1358'OF THE MOUTH OF CATCHING SLOUGH.
 OA1358'
 OA1358'THE STATION IS THE FINIAL OF THE NAVIGATION LIGHT ATOP THE
 OA1358'CENTER OF THE SMALL WHITE SQUARE HOUSE (BATTERY BOX) ON THE
 OA1358'SOUTHEAST SHORE OF A LOW MARSHY ISLAND.
 OA1358'
 OA1358'LISTED AS NO. 1305 IN THE PACIFIC COAST LIGHT LIST (1964).
 OA1358
 OA1358                          STATION RECOVERY (1995)
 OA1358
 OA1358'RECOVERY NOTE BY US POWER SQUADRON 1995
 OA1358'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1272 ***********************************************************************
 OA1272  DESIGNATION -  COOS RIVER HILL
 OA1272  PID         -  OA1272
 OA1272  STATE/COUNTY-  OR/COOS
 OA1272  USGS QUAD   -  COOS BAY (1975)
 OA1272
 OA1272                         *CURRENT SURVEY CONTROL
 OA1272  ___________________________________________________________________
 OA1272* NAD 83(1991)-  43 21 57.63680(N)    124 09 30.76875(W)     ADJUSTED  
 OA1272* NAVD 88     -        27.     (meters)      89.     (feet)  SCALED    
 OA1272  ___________________________________________________________________
 OA1272  LAPLACE CORR-          14.49  (seconds)                    DEFLEC99
 OA1272  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 OA1272  HORZ ORDER  -  THIRD
 OA1272
 OA1272.The horizontal coordinates were established by classical geodetic methods
 OA1272.and adjusted by the National Geodetic Survey in October 1991.
 OA1272
 OA1272.The orthometric height was scaled from a topographic map.
 OA1272
 OA1272.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1272
 OA1272.The geoid height was determined by GEOID03.
 OA1272
 OA1272;                    North         East     Units Scale Factor Converg.
 OA1272;SPC OR S     -   195,243.458 1,203,579.171   MT  0.99990053   -2 30 10.7
 OA1272;SPC OR S     -   640,562.53  3,948,750.56   iFT  0.99990053   -2 30 10.7
 OA1272;UTM  10      - 4,802,112.623   406,130.817   MT  0.99970839   -0 47 44.1
 OA1272
 OA1272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1272!SPC OR S     -   0.99999971  x   0.99990053  =   0.99990024
 OA1272!UTM  10      -   0.99999971  x   0.99970839  =   0.99970810
 OA1272
 OA1272:                Primary Azimuth Mark                     Grid Az
 OA1272:SPC OR S     -  LOGGIE                                   190 51 09.1
 OA1272:UTM  10      -  LOGGIE                                   189 08 42.5
 OA1272
 OA1272|---------------------------------------------------------------------|
 OA1272| PID    Reference Object                     Distance      Geod. Az  |
 OA1272|                                                           dddmmss.s |
 OA1272| OA1257 LOGGIE                              APPROX. 2.0 KM 1882058.4 |
 OA1272| OA1362 STAVEMILL STACK                     APPROX. 5.5 KM 2933650.2 |
 OA1272|---------------------------------------------------------------------|
 OA1272
 OA1272                          SUPERSEDED SURVEY CONTROL
 OA1272
 OA1272  NAD 83(1986)-  43 21 57.63396(N)    124 09 30.81400(W) AD(       ) 3
 OA1272  NAD 27      -  43 21 58.23200(N)    124 09 26.42000(W) AD(       ) 3
 OA1272
 OA1272.Superseded values are not recommended for survey control.
 OA1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1272.See file dsdata.txt to determine how the superseded data were derived.
 OA1272
 OA1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP0613102113(NAD 83)
 OA1272_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OA1272+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2004
 OA1272
 OA1272  HISTORY     - Date     Condition        Report By
 OA1272  HISTORY     - 1889     MONUMENTED       CGS
 OA1272  HISTORY     - 1945     SEE DESCRIPTION  CGS
 OA1272  HISTORY     - 1969     SEE DESCRIPTION  CGS
 OA1272  HISTORY     - 20040930 GOOD             USPSQD
 OA1272
 OA1272                          STATION DESCRIPTION
 OA1272
 OA1272'DESCRIBED BY COAST AND GEODETIC SURVEY 1889 (EFD)
 OA1272'ON THE S EDGE OF THE SUMMIT OF THE FIRST HILL ON THE N SIDE OF
 OA1272'THE COOS RIVER, ABOUT 2 METERS E OF A BOUNDARY FENCE RUNNING
 OA1272'N AND S ACROSS THE HILL, AND ABOUT 400 METERS SE OF MC INTOSHES
 OA1272'HOUSE.
 OA1272'
 OA1272'THE STATION IS MARKED BY A DRILL HOLE IN THE END OF A BRICK
 OA1272'BURIED 2 FEET.  THERE IS A BLAZED FIR TREE, 4-1/2 FEET IN
 OA1272'DIAMETER, NE 15.94 METERS, AND A SMALL BLAZED PINE TREE SE 11.43
 OA1272'METERS.
 OA1272
 OA1272                          STATION RECOVERY (1945)
 OA1272
 OA1272'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (KGC)
 OA1272'THE BRICK WITH A HOLE IN THE END WAS RECOVERED ABOUT 1 FOOT
 OA1272'BELOW THE SURFACE, THE STUMP OF THE LARGE TREE REMAINS, BUT
 OA1272'THE SMALL TREE SE OF THE STATION COULD NOT BE FOUND.  STATION
 OA1272'WAS REMARKED.
 OA1272'
 OA1272'STATION IS LOCATED ABOUT 2-1/2 MILES E OF THE TOWN OF COOS BAY,
 OA1272'ON THE S EDGE OF THE SUMMIT OF THE FIRST HILL ON THE N SIDE OF
 OA1272'COOS RIVER, ABOUT 2 METERS E OF A BOUNDARY FENCE RUNNING N AND
 OA1272'S ACROSS THE HILL.  A WHITE REFERENCE POST WAS SET 4 FEET E OF
 OA1272'STATION.
 OA1272'
 OA1272'SURFACE STATION MARK IS A BRONZE DISK CEMENTED IN THE TOP OF
 OA1272'A 2-INCH GALVANIZED-IRON PIPE 3 FEET LONG AND PROJECTING 6
 OA1272'INCHES.  DISK IS STAMPED COOS RIVER HILL 1889 1945.  UNDERGROUND
 OA1272'MARK IS A BRONZE DISK CEMENTED IN THE TOP OF A 2-INCH
 OA1272'GALVANIZED-IRON PIPE 3 FEET LONG AND 3 FEET BELOW THE SURFACE.
 OA1272'DISK IS STAMPED COOS RIVER HILL 1889 1945.
 OA1272'
 OA1272'REFERENCE MARK 3 IS A BRONZE DISK CEMENTED IN THE TOP OF A 2-INCH
 OA1272'GALVANIZED-IRON PIPE 3 FEET LONG AND PROJECTING 6 INCHES.  DISK
 OA1272'IS STAMPED COOS RIVER HILL NO 3 1945.  MARK IS 5.860 METERS
 OA1272'(19.22 FEET) W OF STATION.
 OA1272'
 OA1272'REFERENCE MARK 4 IS A BRONZE DISK CEMENTED IN THE TOP OF A 2-INCH
 OA1272'GALVANIZED-IRON PIPE 3 FEET LONG AND PROJECTING 6 INCHES.  DISK
 OA1272'IS STAMPED COOS RIVER HILL NO 4 1945.  MARK IS 6.358 METERS
 OA1272'(20.86 FEET) N OF STATION.
 OA1272'
 OA1272'TO REACH STATION FROM THE N END OF THE HIGHWAY BRIDGE OVER COOS
 OA1272'BAY AT NORTH BEND, TAKE ROAD TO RIGHT AND GO 2.9 MILES TO FORK,
 OA1272'TURN RIGHT ACROSS BRIDGE AND GO 2.6 MILES TO Y, TAKE ROAD TO
 OA1272'RIGHT AND GO 2.5 MILES TO PLANK DRIVEWAY ACROSS FIELD ON RIGHT,
 OA1272'TURN RIGHT ON PLANK DRIVEWAY AND CONTINUE 0.2 MILE TO
 OA1272'FARMHOUSE.  THIS IS THE END OF TRUCK TRAVEL.  GO E ACROSS FIELD
 OA1272'TO FOOT OF HILL AND CLIMB HILL TO STATION.
 OA1272'
 OA1272'NOTE--STATION WAS NOT OBSERVED IN 1945.
 OA1272
 OA1272                          STATION RECOVERY (1969)
 OA1272
 OA1272'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (NET)
 OA1272'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD
 OA1272'CONDITION.  LANDMARKS HAVE CHANGED.  A NEW AND COMPLETE DESCRIPTION
 OA1272'FOLLOWS.
 OA1272'
 OA1272'THE STATION IS 2-1/2 MILES EAST OF EASTSIDE, ON THE SUMMIT OF
 OA1272'THE FIRST KNOLL NORTH OF COOS RIVER.  THE KNOLL IS HEAVILY WOODED
 OA1272'AND IS THE PROPERTY OF THE WEYERHAEUSER CO.
 OA1272'
 OA1272'TO REACH THE STATION FROM THE EASTSIDE POST OFFICE GO EAST ON
 OA1272'D STREET AND THE MACADAM ROAD PARALLELING THE COOS RIVER FOR
 OA1272'2.4 MILES TO THE DRAW BRIDGE OVER THE RIVER, CROSS THE BRIDGE AND
 OA1272'GO NORTH FOR 0.3 MILE TO A MACADAM ROAD NORTH TOWARD THE COOSTON
 OA1272'DISTRICT, TURN LEFT AND GO NORTH 100 FEET TO A DRIVEWAY ON THE
 OA1272'LEFT, TURN LEFT AND GO SOUTHWEST ON THE DRIVEWAY FOR 0.15 MILE
 OA1272'TO THE END OF TRUCK TRAVEL, AT TWO HOUSES THAT ARE AT THE END OF
 OA1272'THE ROAD.  FROM THE END OF TRUCK TRAVEL PACK SOUTHWEST ALONG
 OA1272'THE CREST OF THE RIDGE, PASSING A SMALL WOODEN WATER TANK, TO
 OA1272'THE SUMMIT OF THE KNOLL AND THE STATION.  LENGTH OF PACK IS
 OA1272'10 MINUTES.
 OA1272'
 OA1272'THE STATION MARK, STAMPED COOS RIVER HILL 1889 1945, IS A
 OA1272'STANDARD DISK ATTACHED TO A 2-INCH IRON PIPE THAT PROJECTS 3 INCHES,
 OA1272'18 FEET EAST OF A FIR TREE WITH A MULTIPLE TRUNK, 16 FEET SOUTHEAST
 OA1272'OF AN 18-INCH FIR TREE WITH A TRIANGLE BLAZE AND 0.5 FOOT NORTH
 OA1272'OF A METAL WITNESS POST.
 OA1272'
 OA1272'REFERENCE MARK NO. 3, STAMPED COOS RIVER HILL RM NO 3 1945, IS
 OA1272'A STANDARD DISK ATTACHED TO A 2-INCH IRON PIPE THAT PROJECTS
 OA1272'3 INCHES, 20 FEET WEST OF THE WITNESS POST, 5 FEET SOUTH OF THE
 OA1272'TREE WITH THE MULTIPLE TRUNK AND 3 FEET LOWER THAN THE STATION.
 OA1272'
 OA1272'REFERENCE MARK NO. 4, STAMPED COOS RIVER HILL RM NO 4 1945, IS
 OA1272'A STANDARD DISK ATTACHED TO A 2-INCH PIPE THAT PROJECTS 3 INCHES,
 OA1272'21 FEET NORTH-NORTHEAST OF THE WITNESS POST, 18 FEET NORTHEAST
 OA1272'OF THE FIR TREE WITH THE TRIANGLE BLAZE AND LEVEL WITH THE
 OA1272'STATION.
 OA1272'
 OA1272'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OA1272'2-1/2 MILES EAST OF EASTSIDE.
 OA1272
 OA1272                          STATION RECOVERY (2004)
 OA1272
 OA1272'RECOVERY NOTE BY US POWER SQUADRON 2004 (AES)
 OA1272'TO REACH IS GOOD, EXCEPT KNOLL HAS BEEN LOGGED OFF ANDWATER TANK IS
 OA1272'GONE. THIRD HOUSE AT 94937 BEING CONSTRUCTED.GO PAST NEW HOUSE TO
 OA1272'SECOND SUMMIT THROUGH LOW BRUSH AND LOGGING DEBRIS. STATION, RM NO.3
 OA1272'AND RM NO.4 FOUND AS DESCRIBED EXCEPT ONLY TREE STUMPS REMAIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2924 ***********************************************************************
 RD2924  DESIGNATION -  COPY
 RD2924  PID         -  RD2924
 RD2924  STATE/COUNTY-  OR/MULTNOMAH
 RD2924  USGS QUAD   -  MOUNT TABOR (1990)
 RD2924
 RD2924                         *CURRENT SURVEY CONTROL
 RD2924  ___________________________________________________________________
 RD2924* NAD 83(1991)-  45 35 50.68357(N)    122 35 45.08540(W)     ADJUSTED  
 RD2924* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 RD2924  ___________________________________________________________________
 RD2924  LAPLACE CORR-           2.31  (seconds)                    DEFLEC99
 RD2924  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 RD2924  HORZ ORDER  -  FIRST
 RD2924
 RD2924.The horizontal coordinates were established by classical geodetic methods
 RD2924.and adjusted by the National Geodetic Survey in October 1991.
 RD2924
 RD2924.The orthometric height was scaled from a topographic map.
 RD2924
 RD2924.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2924
 RD2924.The geoid height was determined by GEOID03.
 RD2924
 RD2924;                    North         East     Units Scale Factor Converg.
 RD2924;SPC OR N     -   216,670.834 2,336,505.582   MT  0.99992255   -1 29 10.9
 RD2924;SPC OR N     -   710,862.32  7,665,700.73   iFT  0.99992255   -1 29 10.9
 RD2924;SPC WA S     -    31,525.558   336,483.713   MT  1.00006181   -1 31 20.7
 RD2924;SPC WA S     -   103,430.10  1,103,946.98   sFT  1.00006181   -1 31 20.7
 RD2924;UTM  10      - 5,049,398.220   531,519.898   MT  0.99961221   +0 17 19.5
 RD2924
 RD2924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2924!SPC OR N     -   1.00000246  x   0.99992255  =   0.99992501
 RD2924!SPC WA S     -   1.00000246  x   1.00006181  =   1.00006427
 RD2924!UTM  10      -   1.00000246  x   0.99961221  =   0.99961467
 RD2924
 RD2924:                Primary Azimuth Mark                     Grid Az
 RD2924:SPC OR N     -  PORTLAND INT AP CONTROL TOWER            170 14 18.4
 RD2924:SPC WA S     -  PORTLAND INT AP CONTROL TOWER            170 16 28.2
 RD2924:UTM  10      -  PORTLAND INT AP CONTROL TOWER            168 27 48.0
 RD2924
 RD2924|---------------------------------------------------------------------|
 RD2924| PID    Reference Object                     Distance      Geod. Az  |
 RD2924|                                                           dddmmss.s |
 RD2924| RD2920 PORTLAND INT AP CONTROL TOWER       APPROX. 1.0 KM 1684507.5 |
 RD2924| RD2927 PORTLAND AP SURVEILLANCE RADAR      APPROX. 1.8 KM 2020423.9 |
 RD2924| CE2438 COP RM                               13.760 METERS 27850     |
 RD2924| RD2930 RAMP                                APPROX. 1.8 KM 2785702.8 |
 RD2924| RD2925 COP                                  13.020 METERS 29754     |
 RD2924|---------------------------------------------------------------------|
 RD2924
 RD2924                          SUPERSEDED SURVEY CONTROL
 RD2924
 RD2924  NAD 83(1986)-  45 35 50.70112(N)    122 35 45.08873(W) AD(       ) 1
 RD2924  NAD 27      -  45 35 51.27705(N)    122 35 40.74612(W) AD(       ) 1
 RD2924
 RD2924.Superseded values are not recommended for survey control.
 RD2924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2924.See file dsdata.txt to determine how the superseded data were derived.
 RD2924
 RD2924_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER3152049398(NAD 83)
 RD2924_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RD2924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD2924
 RD2924  HISTORY     - Date     Condition        Report By
 RD2924  HISTORY     - 1961     MONUMENTED       CGS
 RD2924  HISTORY     - 1972     SEE DESCRIPTION  NGS
 RD2924  HISTORY     - 1978     SEE DESCRIPTION  NGS
 RD2924  HISTORY     - 20040623 MARK NOT FOUND   USPSQD
 RD2924
 RD2924                          STATION DESCRIPTION
 RD2924
 RD2924'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 RD2924'THE STATION IS LOCATED IN THE NORTH NORTHEAST PART OF PORTLAND, ON
 RD2924'THE DIKE ON THE SOUTH SIDE OF THE COLUMBIA RIVER AND ABOUT 80 FEET
 RD2924'NORTH OF N.E. MARINE DRIVE.
 RD2924'
 RD2924'TO REACH THE STATION FROM N.E. MARINE DRIVE AND N.E. 43RD PLACE, GO
 RD2924'EAST ON N.E. MARINE DRIVE FOR 1.2 MILES TO THE STATION ON THE LEFT.
 RD2924'
 RD2924'THE STATION IS A STANDARD DISK, STAMPED COPY 1961, SET IN THE TOP OF
 RD2924'A SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES.  IT IS 3.5 FEET
 RD2924'WEST OF THE WITNESS POST.
 RD2924'
 RD2924'REFERENCE MARK 1 IS A STANDARD U.S. CORPS OF ENGINEERS DISK,
 RD2924'STAMPED RM 14.6 COP, SET IN A LENGTH OF 6 INCH IRON PIPE THAT IS
 RD2924'FLUSH.  IT 48.4 FEET WEST OF THE WITNESS POST.
 RD2924'
 RD2924'REFERENCE MARK 2 IS A STANDARD U.S. CORPS OF ENGINEERS DISK,
 RD2924'STAMPED COP 1961, SET IN THE TOP OF A LENGTH OF IRON PIPE THAT IS
 RD2924'FLUSH.  IT IS 45.6 FEET NORTHWEST OF THE WITNESS POST.
 RD2924'
 RD2924'STATION RAMP MAY BE USED AS AN AZIMUTH.
 RD2924
 RD2924                          STATION RECOVERY (1972)
 RD2924
 RD2924'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 RD2924'THE STATION MARK, AND BOTH REFERENCE MARKS WERE RECOVERED AS
 RD2924'DESCRIBED.  A DIFFERENCE IN THE HORIZONTAL ANGLE, AND THE HORIZONTAL
 RD2924'DISTANCE TO REFERENCE MARK NO. 1 WAS FOUND.
 RD2924'
 RD2924'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN IN NORTHEAST
 RD2924'PORTLAND.
 RD2924
 RD2924                          STATION RECOVERY (1978)
 RD2924
 RD2924'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 RD2924'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  A
 RD2924'DIFFERENCE WAS FOUND IN THE HORIZONTAL ANGLE TO REFERENCE MARK NO. 1.
 RD2924'TRIANGULATION STATION RAMP 1961 MAY BE USED FOR THE AZIMUTH MARK.
 RD2924'
 RD2924'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN NORTHEAST
 RD2924'PORTLAND.
 RD2924
 RD2924                          STATION RECOVERY (2004)
 RD2924
 RD2924'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 RD2924'DIKE RAISED YEARS AGO. STATION AND BOTH REFERENCE MARKS MAY BE BURIED.
 RD2924'STATION SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0451 ***********************************************************************
 OA0451  DESIGNATION -  COQUILLE MAGNETIC STATION
 OA0451  PID         -  OA0451
 OA0451  STATE/COUNTY-  OR/COOS
 OA0451  USGS QUAD   -  COQUILLE (1975)
 OA0451
 OA0451                         *CURRENT SURVEY CONTROL
 OA0451  ___________________________________________________________________
 OA0451* NAD 83(1986)-  43 10 33.     (N)    124 11 11.     (W)     SCALED    
 OA0451* NAVD 88     -        17.807  (meters)      58.42   (feet)  ADJUSTED  
 OA0451  ___________________________________________________________________
 OA0451  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 OA0451  DYNAMIC HT  -          17.804 (meters)      58.41  (feet)  COMP
 OA0451  MODELED GRAV-     980,456.6   (mgal)                       NAVD 88
 OA0451
 OA0451  VERT ORDER  -  FIRST     CLASS II
 OA0451
 OA0451.The horizontal coordinates were scaled from a topographic map and have
 OA0451.an estimated accuracy of +/- 6 seconds.
 OA0451
 OA0451.The orthometric height was determined by differential leveling
 OA0451.and adjusted in June 1991.
 OA0451
 OA0451.The geoid height was determined by GEOID03.
 OA0451
 OA0451.The dynamic height is computed by dividing the NAVD 88
 OA0451.geopotential number by the normal gravity value computed on the
 OA0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0451.degrees latitude (g = 980.6199 gals.).
 OA0451
 OA0451.The modeled gravity was interpolated from observed gravity values.
 OA0451
 OA0451;                    North         East    Units  Estimated Accuracy
 OA0451;SPC OR S     -   174,240.    1,200,400.      MT  (+/- 180 meters Scaled)
 OA0451
 OA0451                          SUPERSEDED SURVEY CONTROL
 OA0451
 OA0451  NGVD 29 (??/??/92)   16.709  (m)           54.82   (f) ADJ UNCH    1 2
 OA0451
 OA0451.Superseded values are not recommended for survey control.
 OA0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0451.See file dsdata.txt to determine how the superseded data were derived.
 OA0451
 OA0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN035810(NAD 83)
 OA0451_MARKER: DM = MAGNETIC STATION DISK
 OA0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA0451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OA0451_STAMPING: 1917
 OA0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0451+STABILITY: SURFACE MOTION
 OA0451
 OA0451  HISTORY     - Date     Condition        Report By
 OA0451  HISTORY     - 1917     MONUMENTED       CGS
 OA0451  HISTORY     - 1941     GOOD             NGS
 OA0451  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 OA0451  HISTORY     - 1987     MARK NOT FOUND   NGS
 OA0451  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 OA0451  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 OA0451  HISTORY     - 20050417 MARK NOT FOUND   USPSQD
 OA0451
 OA0451                          STATION DESCRIPTION
 OA0451
 OA0451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 OA0451'IN COQUILLE.
 OA0451'AT COQUILLE, COOS COUNTY, IN THE SOUTHWEST CORNER OF THE COUNTY
 OA0451'COURTHOUSE LAWN, 41 FEET NORTH OF THE SOUTH RETAINING WALL, AND 27
 OA0451'FEET EAST OF THE WEST RETAINING WALL.  A STANDARD MAGNETIC-STATION
 OA0451'DISK, STAMPED 1917 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OA0451'ABOUT 8 INCHES ABOVE GROUND.
 OA0451
 OA0451                          STATION RECOVERY (1987)
 OA0451
 OA0451'RECOVERY NOTE BY US POWER SQUADRON 1987 (AS)
 OA0451'MARK NOT FOUND.
 OA0451
 OA0451                          STATION RECOVERY (1987)
 OA0451
 OA0451'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 OA0451'THERE HAS BEEN ROAD CONSTRUCTION AT THIS LOCATION.
 OA0451
 OA0451                          STATION RECOVERY (1988)
 OA0451
 OA0451'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 OA0451'MARK NOT FOUND.
 OA0451
 OA0451                          STATION RECOVERY (1990)
 OA0451
 OA0451'RECOVERY NOTE BY US POWER SQUADRON 1990 (LM)
 OA0451'MARK NOT FOUND.
 OA0451
 OA0451                          STATION RECOVERY (2005)
 OA0451
 OA0451'RECOVERY NOTE BY US POWER SQUADRON 2005 (AES)
 OA0451'COOS COUNTY JAIL OCCUPIES THIS SITE NOW
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2478 ***********************************************************************
 QE2478  DESIGNATION -  COQUILLE POINT LIGHT
 QE2478  PID         -  QE2478
 QE2478  STATE/COUNTY-  OR/LINCOLN
 QE2478  USGS QUAD   -  NEWPORT SOUTH (1984)
 QE2478
 QE2478                         *CURRENT SURVEY CONTROL
 QE2478  ___________________________________________________________________
 QE2478* NAD 83(1991)-  44 36 37.56920(N)    124 00 45.11540(W)     ADJUSTED  
 QE2478* NAVD 88     -              **(meters)            **(feet)            
 QE2478  ___________________________________________________________________
 QE2478  LAPLACE CORR-          16.31  (seconds)                    DEFLEC99
 QE2478  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 QE2478  HORZ ORDER  -  THIRD
 QE2478
 QE2478.The horizontal coordinates were established by classical geodetic methods
 QE2478.and adjusted by the National Geodetic Survey in October 1991.
 QE2478
 QE2478
 QE2478.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2478
 QE2478.The geoid height was determined by GEOID03.
 QE2478
 QE2478;                    North         East     Units Scale Factor Converg.
 QE2478;SPC OR N     -   110,933.614 2,221,281.772   MT  0.99994174   -2 29 27.7
 QE2478;SPC OR N     -   363,955.43  7,287,669.86   iFT  0.99994174   -2 29 27.7
 QE2478;UTM  10      - 4,940,174.826   419,658.011   MT  0.99967938   -0 42 40.0
 QE2478
 QE2478                          SUPERSEDED SURVEY CONTROL
 QE2478
 QE2478  NAD 83(1986)-  44 36 37.60579(N)    124 00 45.16812(W) AD(       ) 4
 QE2478  NAD 27      -  44 36 38.19200(N)    124 00 40.77100(W) AD(       ) 3
 QE2478
 QE2478.Superseded values are not recommended for survey control.
 QE2478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2478.See file dsdata.txt to determine how the superseded data were derived.
 QE2478
 QE2478_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ1965840175(NAD 83)
 QE2478
 QE2478  HISTORY     - Date     Condition        Report By
 QE2478  HISTORY     - 1914     MONUMENTED       CGS
 QE2478  HISTORY     - 1953     SEE DESCRIPTION  CGS
 QE2478
 QE2478                          STATION DESCRIPTION
 QE2478
 QE2478'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (FAR)
 QE2478'THERE IS NO LIGHT IN THE VICINITY OF THE GEOGRAPHIC POSITION OF
 QE2478'THIS STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1449 ***********************************************************************
 OA1449  DESIGNATION -  COQUILLE RIVER LH
 OA1449  PID         -  OA1449
 OA1449  STATE/COUNTY-  OR/COOS
 OA1449  USGS QUAD   -  BANDON (1970)
 OA1449
 OA1449                         *CURRENT SURVEY CONTROL
 OA1449  ___________________________________________________________________
 OA1449* NAD 83(1991)-  43 07 25.99733(N)    124 25 27.31112(W)     ADJUSTED  
 OA1449* NAVD 88     -        10.     (meters)      33.     (feet)  SCALED    
 OA1449  ___________________________________________________________________
 OA1449  LAPLACE CORR-          13.13  (seconds)                    DEFLEC99
 OA1449  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 OA1449  HORZ ORDER  -  THIRD
 OA1449
 OA1449.The horizontal coordinates were established by classical geodetic methods
 OA1449.and adjusted by the National Geodetic Survey in October 1991.
 OA1449
 OA1449.The orthometric height was scaled from a topographic map.
 OA1449
 OA1449.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1449
 OA1449.The geoid height was determined by GEOID03.
 OA1449
 OA1449;                    North         East     Units Scale Factor Converg.
 OA1449;SPC OR S     -   169,351.193 1,180,806.639   MT  0.99989491   -2 41 05.2
 OA1449;SPC OR S     -   555,614.15  3,874,037.53   iFT  0.99989491   -2 41 05.2
 OA1449;UTM  10      - 4,775,556.948   384,144.182   MT  0.99976512   -0 58 25.3
 OA1449
 OA1449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1449!SPC OR S     -   1.00000261  x   0.99989491  =   0.99989752
 OA1449!UTM  10      -   1.00000261  x   0.99976512  =   0.99976773
 OA1449
 OA1449:                Primary Azimuth Mark                     Grid Az
 OA1449:SPC OR S     -  FLAT ROCK OFF FIVE MILE POINT            013 06 55.6
 OA1449:UTM  10      -  FLAT ROCK OFF FIVE MILE POINT            011 24 15.7
 OA1449
 OA1449|---------------------------------------------------------------------|
 OA1449| PID    Reference Object                     Distance      Geod. Az  |
 OA1449|                                                           dddmmss.s |
 OA1449| OA1480 FLAT ROCK OFF FIVE MILE POINT       APPROX.10.7 KM 0102550.4 |
 OA1449| OA1470 BANDON HIGH SCHOOL FLAGSTAFF        APPROX. 1.6 KM 0982642.1 |
 OA1449| OA1460 BANDON AMER LEGION TOWER FLAG       APPROX. 0.7 KM 1301815.7 |
 OA1449| OA1442 BILL                                APPROX.15.1 KM 1425946.5 |
 OA1449| OA1462 BANDON CENTRAL GRAM SCH FLAG        APPROX. 1.2 KM 1500735.6 |
 OA1449|---------------------------------------------------------------------|
 OA1449
 OA1449                          SUPERSEDED SURVEY CONTROL
 OA1449
 OA1449  NAD 83(1986)-  43 07 25.98389(N)    124 25 27.35897(W) AD(       ) 3
 OA1449  NAD 27      -  43 07 26.59600(N)    124 25 22.95400(W) AD(       ) 3
 OA1449
 OA1449.Superseded values are not recommended for survey control.
 OA1449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1449.See file dsdata.txt to determine how the superseded data were derived.
 OA1449
 OA1449_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN8414475557(NAD 83)
 OA1449_MARKER: 13 = LIGHTHOUSE
 OA1449
 OA1449  HISTORY     - Date     Condition        Report By
 OA1449  HISTORY     - 1907     FIRST OBSERVED   CGS
 OA1449  HISTORY     - 1922     GOOD             CGS
 OA1449  HISTORY     - 1937     GOOD             ORDT
 OA1449  HISTORY     - 1974     GOOD             NGS
 OA1449  HISTORY     - 1984     GOOD             USPSQD
 OA1449  HISTORY     - 1988     GOOD             USPSQD
 OA1449  HISTORY     - 19950520 GOOD             USPSQD
 OA1449  HISTORY     - 20020507 GOOD             USPSQD
 OA1449
 OA1449                          STATION DESCRIPTION
 OA1449
 OA1449'DESCRIBED BY COAST AND GEODETIC SURVEY 1922 (RFL)
 OA1449'THIS STATION AS USED IS THE TOP OF A STEEL ROD PROJECTING FROM
 OA1449'A STEEL BALL CONSTRUCTED OVER THE CENTER OF THE LIGHTHOUSE.
 OA1449
 OA1449                          STATION RECOVERY (1937)
 OA1449
 OA1449'RECOVERY NOTE BY OREGON DEPARTMENT OF TRANSPORTATION 1937
 OA1449'STATION RECOVERED AS DESCRIBED.  THE LIGHTHOUSE STANDS ON N
 OA1449'SIDE OF AND ACROSS RIVER FROM BANDON, NEAR THE N
 OA1449'JETTY.  LIGHTHOUSE IS CLOSE TO MOUTH OF RIVER, AND IS CONSPICUOUS.
 OA1449
 OA1449                          STATION RECOVERY (1974)
 OA1449
 OA1449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RMB)
 OA1449'LOCATED AT BANDON, ON THE NORTH SHORE OF THE COQUILLE RIVER,
 OA1449'NEAR THE SOUTHWEST END OF A SAND SPIT AND AT THE INSHORE END OF
 OA1449'THE BOULDER JETTY THAT FORMS THE NORTH ENTRANCE OF THE RIVER
 OA1449'AND IN THE BULLARD BEACH STATE PARK.
 OA1449'
 OA1449'THE STATION IS THE FINIAL OF THE LIGHTHOUSE.  THE LIGHTHOUSE
 OA1449'IS A WHITE, ROUND CONCRETE TOWER WITH AN ATTACHED OCTAGONAL
 OA1449'BUILDING.  THE LIGHTHOUSE IS ABANDONED.
 OA1449'
 OA1449'A PAVED ROAD LEADS TO THE LIGHTHOUSE FROM THE NORTH END OF THE
 OA1449'HIGHWAY BRIDGE OVER THE COQUILLE RIVER, THEN THROUGH THE STATE PARK.
 OA1449'
 OA1449'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OA1449'AT BANDON.
 OA1449
 OA1449                          STATION RECOVERY (1984)
 OA1449
 OA1449'RECOVERY NOTE BY US POWER SQUADRON 1984 (AS)
 OA1449'RECOVERED AS DESCRIBED GOOD, RESTORED AS HISTORIC SITE IN EARLY
 OA1449'1980S.
 OA1449
 OA1449                          STATION RECOVERY (1988)
 OA1449
 OA1449'RECOVERY NOTE BY US POWER SQUADRON 1988 (AS)
 OA1449'RECOVERED IN GOOD CONDITION.
 OA1449
 OA1449                          STATION RECOVERY (1995)
 OA1449
 OA1449'RECOVERY NOTE BY US POWER SQUADRON 1995
 OA1449'RECOVERED IN GOOD CONDITION.
 OA1449
 OA1449                          STATION RECOVERY (2002)
 OA1449
 OA1449'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 OA1449'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1431 ***********************************************************************
 OA1431  DESIGNATION -  COQUILLE RIVER MILL SHED W GAB
 OA1431  PID         -  OA1431
 OA1431  STATE/COUNTY-  OR/COOS
 OA1431  USGS QUAD   -  RIVERTON (1975)
 OA1431
 OA1431                         *CURRENT SURVEY CONTROL
 OA1431  ___________________________________________________________________
 OA1431* NAD 83(1991)-  43 08 58.47172(N)    124 19 21.16759(W)     ADJUSTED  
 OA1431* NAVD 88     -              **(meters)            **(feet)            
 OA1431  ___________________________________________________________________
 OA1431  LAPLACE CORR-          13.92  (seconds)                    DEFLEC99
 OA1431  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 OA1431  HORZ ORDER  -  THIRD
 OA1431
 OA1431.The horizontal coordinates were established by classical geodetic methods
 OA1431.and adjusted by the National Geodetic Survey in October 1991.
 OA1431
 OA1431
 OA1431.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1431
 OA1431.The geoid height was determined by GEOID03.
 OA1431
 OA1431;                    North         East     Units Scale Factor Converg.
 OA1431;SPC OR S     -   171,819.044 1,189,203.683   MT  0.99989466   -2 36 54.7
 OA1431;SPC OR S     -   563,710.77  3,901,586.89   iFT  0.99989466   -2 36 54.7
 OA1431;UTM  10      - 4,778,274.011   392,462.629   MT  0.99974226   -0 54 16.5
 OA1431
 OA1431                          SUPERSEDED SURVEY CONTROL
 OA1431
 OA1431  NAD 83(1986)-  43 08 58.46010(N)    124 19 21.21373(W) AD(       ) 4
 OA1431  NAD 27      -  43 08 59.05700(N)    124 19 16.78600(W) AD(       ) 3
 OA1431
 OA1431.Superseded values are not recommended for survey control.
 OA1431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1431.See file dsdata.txt to determine how the superseded data were derived.
 OA1431
 OA1431_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN9246378274(NAD 83)
 OA1431
 OA1431  HISTORY     - Date     Condition        Report By
 OA1431  HISTORY     - 1948     MONUMENTED       CGS
 OA1431
 OA1431                          STATION DESCRIPTION
 OA1431
 OA1431'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RAE)
 OA1431'THIS INTERSECTION STATION IS LOCATED ON THE HIGHEST HILL ON THE
 OA1431'E SIDE OF THE COQUILLE RIVER, DIRECTLY E OF THE VILLAGE OF
 OA1431'PARKERSBURG, AND ON THE S SIDE OF OFFIELD CREEK.  THE STATION IS
 OA1431'THE W GABLE OF A SHED AT AN OLD MILL SITE AND IS THE LARGEST
 OA1431'BUILDING AT THE MILL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1438 ***********************************************************************
 OA1438  DESIGNATION -  COQVILLE RIVER BARN WEST GABLE
 OA1438  PID         -  OA1438
 OA1438  STATE/COUNTY-  OR/COOS
 OA1438  USGS QUAD   -  RIVERTON (1975)
 OA1438
 OA1438                         *CURRENT SURVEY CONTROL
 OA1438  ___________________________________________________________________
 OA1438* NAD 83(1991)-  43 09 21.24888(N)    124 20 28.74331(W)     ADJUSTED  
 OA1438* NAVD 88     -              **(meters)            **(feet)            
 OA1438  ___________________________________________________________________
 OA1438  LAPLACE CORR-          14.10  (seconds)                    DEFLEC99
 OA1438  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 OA1438  HORZ ORDER  -  THIRD
 OA1438
 OA1438.The horizontal coordinates were established by classical geodetic methods
 OA1438.and adjusted by the National Geodetic Survey in October 1991.
 OA1438
 OA1438
 OA1438.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1438
 OA1438.The geoid height was determined by GEOID03.
 OA1438
 OA1438;                    North         East     Units Scale Factor Converg.
 OA1438;SPC OR S     -   172,590.964 1,187,710.777   MT  0.99989463   -2 37 40.9
 OA1438;SPC OR S     -   566,243.32  3,896,688.90   iFT  0.99989463   -2 37 40.9
 OA1438;UTM  10      - 4,779,000.914   390,947.575   MT  0.99974629   -0 55 03.1
 OA1438
 OA1438                          SUPERSEDED SURVEY CONTROL
 OA1438
 OA1438  NAD 83(1986)-  43 09 21.23720(N)    124 20 28.78970(W) AD(       ) 4
 OA1438  NAD 27      -  43 09 21.84000(N)    124 20 24.36000(W) AD(       ) 3
 OA1438
 OA1438.Superseded values are not recommended for survey control.
 OA1438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1438.See file dsdata.txt to determine how the superseded data were derived.
 OA1438
 OA1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN9094879001(NAD 83)
 OA1438
 OA1438  HISTORY     - Date     Condition        Report By
 OA1438  HISTORY     - 1948     MONUMENTED       CGS
 OA1438
 OA1438                          STATION DESCRIPTION
 OA1438
 OA1438'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RAE)
 OA1438'THIS INTERSECTION STATION IS LOCATED ON THE S END OF THE
 OA1438'LARGE ISLAND LOCATED IN THE BEND OF THE COQUILLE RIVER FROM AN
 OA1438'E-W DIRECTION TO A N-S DIRECTION, ABOUT 1.5 MILES SE OF THE
 OA1438'VILLAGE OF RANDOLPH, AND ABOUT 1 MILE N OF THE VILLAGE OF
 OA1438'PARKERSBURG.  IT LIES ABOUT 230 METERS N OF THE S END OF THE
 OA1438'ISLAND AND 51.8 METERS E OF THE HIGH-WATER LINE.
 OA1438'
 OA1438'THE STATION IS THE W GABLE OF A LARGE UNPAINTED BARN.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2289 ***********************************************************************
 RD2289  DESIGNATION -  COR
 RD2289  PID         -  RD2289
 RD2289  STATE/COUNTY-  OR/MULTNOMAH
 RD2289  USGS QUAD   -  WASHOUGAL (1994)
 RD2289
 RD2289                         *CURRENT SURVEY CONTROL
 RD2289  ___________________________________________________________________
 RD2289* NAD 83(1991)-  45 32 28.44384(N)    122 17 33.80401(W)     ADJUSTED  
 RD2289* NAVD 88     -        18.     (meters)      59.     (feet)  SCALED    
 RD2289  ___________________________________________________________________
 RD2289  LAPLACE CORR-           5.06  (seconds)                    DEFLEC99
 RD2289  GEOID HEIGHT-         -22.47  (meters)                     GEOID03
 RD2289  HORZ ORDER  -  THIRD
 RD2289
 RD2289.The horizontal coordinates were established by classical geodetic methods
 RD2289.and adjusted by the National Geodetic Survey in October 1991.
 RD2289
 RD2289.The orthometric height was scaled from a topographic map.
 RD2289
 RD2289.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2289
 RD2289.The geoid height was determined by GEOID03.
 RD2289
 RD2289;                    North         East     Units Scale Factor Converg.
 RD2289;SPC OR N     -   209,860.034 2,360,009.820   MT  0.99991569   -1 16 16.9
 RD2289;SPC OR N     -   688,517.17  7,742,814.37   iFT  0.99991569   -1 16 16.9
 RD2289;SPC WA S     -    24,700.001   359,987.524   MT  1.00007898   -1 18 08.0
 RD2289;SPC WA S     -    81,036.59  1,181,059.07   sFT  1.00007898   -1 18 08.0
 RD2289;UTM  10      - 5,043,320.802   555,216.890   MT  0.99963748   +0 30 17.4
 RD2289
 RD2289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2289!SPC OR N     -   1.00000070  x   0.99991569  =   0.99991639
 RD2289!SPC WA S     -   1.00000070  x   1.00007898  =   1.00007968
 RD2289!UTM  10      -   1.00000070  x   0.99963748  =   0.99963818
 RD2289
 RD2289:                Primary Azimuth Mark                     Grid Az
 RD2289:SPC OR N     -  IS                                       318 12 07.2
 RD2289:SPC WA S     -  IS                                       318 13 58.3
 RD2289:UTM  10      -  IS                                       316 25 32.9
 RD2289
 RD2289|---------------------------------------------------------------------|
 RD2289| PID    Reference Object                     Distance      Geod. Az  |
 RD2289|                                                           dddmmss.s |
 RD2289| RD2312 IS                                  APPROX. 1.3 KM 3165550.3 |
 RD2289|---------------------------------------------------------------------|
 RD2289
 RD2289                          SUPERSEDED SURVEY CONTROL
 RD2289
 RD2289  NAD 83(1986)-  45 32 28.45662(N)    122 17 33.81000(W) AD(       ) 3
 RD2289  NAD 27      -  45 32 29.02300(N)    122 17 29.47100(W) AD(       ) 3
 RD2289
 RD2289.Superseded values are not recommended for survey control.
 RD2289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2289.See file dsdata.txt to determine how the superseded data were derived.
 RD2289
 RD2289_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER5521743321(NAD 83)
 RD2289
 RD2289  HISTORY     - Date     Condition        Report By
 RD2289  HISTORY     - 1935     MONUMENTED       USE
 RD2289  HISTORY     - 1946     SEE DESCRIPTION  CGS
 RD2289  HISTORY     - 1948     SEE DESCRIPTION  CGS
 RD2289  HISTORY     - 1951     SEE DESCRIPTION  CGS
 RD2289  HISTORY     - 1956     SEE DESCRIPTION  CGS
 RD2289
 RD2289                          STATION DESCRIPTION
 RD2289
 RD2289'DESCRIBED BY US ENGINEERS 1935
 RD2289'ON S BANK OF COLUMBIA RIVER, ABOUT 250 FEET W OF UNION PACIFIC
 RD2289'RAILROAD STATION SIGN AT CORBETT, 60 FEET N OF TRACK AND ABOUT 50
 RD2289'FEET E OF TELEPHONE POLE WITH BLACK AND WHITE STRIPES.
 RD2289'
 RD2289'STATION MARKED BY SECTION OF 1 1/4-INCH IRON PIPE IN CONCRETE
 RD2289'POST WITH USED COR 1935 MARKED IN CONCRETE.
 RD2289
 RD2289                          STATION RECOVERY (1946)
 RD2289
 RD2289'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (EHB)
 RD2289'STATION IS IN EXCELLENT CONDITION.  IT IS ON THE S BANK OF
 RD2289'COLUMBIA RIVER, ABOUT 250 FEET W OF THE UNION PACIFIC RAILROAD
 RD2289'STATION SIGN AT CORBETT, ABOUT 60 FEET N OF RAILROAD TRACKS, AND
 RD2289'ABOUT 50 FEET E OF A TELEPHONE POLE.  THE STRIPES MENTIONED IN
 RD2289'ORIGINAL DESCRIPTION ARE NO LONGER VISIBLE.  STATION IS SET AT
 RD2289'EDGE OF SOME BLACKBERRY BUSHES AND IS NEARLY FLUSH WITH THE
 RD2289'SURFACE.  IT IS MARKED BY A SECTION OF 1-1/4-INCH IRON PIPE SET
 RD2289'IN A CONCRETE POST, WITH COR USED 1935 INSCRIBED IN THE TOP OF
 RD2289'THE POST.
 RD2289'
 RD2289'STATION CAN BE REACHED BY GOING TO CORBETT STATION OR IT CAN BE
 RD2289'REACHED BY BOAT.
 RD2289
 RD2289                          STATION RECOVERY (1948)
 RD2289
 RD2289'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RAE)
 RD2289'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY E.H.B.
 RD2289'IN 1946.  THE DESCRIPTION IS ADEQUATE EXCEPT FOR THE FOLLOWING
 RD2289'CORRECTION--
 RD2289'
 RD2289'THE STATION IS 60 FEET S OF THE RAILROAD TRACKS, INSTEAD OF 60
 RD2289'FEET N OF THE RAILROAD TRACKS.
 RD2289
 RD2289                          STATION RECOVERY (1951)
 RD2289
 RD2289'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (ANS)
 RD2289'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION, BUT
 RD2289'THE MARK IS NOW COMPLETELY ENVELOPED BY THE DENSE GROWTH OF
 RD2289'BLACKBERRY BUSHES.
 RD2289'
 RD2289'STATION IS ON THE S BANK OF THE COLUMBIA RIVER, ABOUT 250 FEET
 RD2289'W OF THE RAILROAD SIGN AT STATION CORBETT, 150 FEET S OF THE NEW
 RD2289'ROUTE OF U.S. HIGHWAY 30, 60 FEET S OF THE RAILROAD TRACKS, AND
 RD2289'50 FEET E OF A TELEPHONE POLE.  AN OLD SIGNAL THAT WAS ERECTED
 RD2289'OVER THE MARK PROTRUDES SLIGHTLY ABOVE THE BLACKBERRY BUSHES THAT
 RD2289'NOW COVER THE STATION.
 RD2289'
 RD2289'THE STATION MARK IS A SECTION OF 1-1/4-INCH PIPE SET IN A
 RD2289'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  COR USED
 RD2289'1935 IS INSCRIBED IN THE TOP OF THE POST.
 RD2289
 RD2289                          STATION RECOVERY (1956)
 RD2289
 RD2289'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JBW)
 RD2289'DURING RECENT CONSTRUCTION, THE STATION WAS GRADED OUT AND SHOULD
 RD2289'BE CLASSIFIED AS LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2036 ***********************************************************************
 QE2036  DESIGNATION -  COR 1
 QE2036  PID         -  QE2036
 QE2036  STATE/COUNTY-  OR/BENTON
 QE2036  USGS QUAD   -  RIVERSIDE (1975)
 QE2036
 QE2036                         *CURRENT SURVEY CONTROL
 QE2036  ___________________________________________________________________
 QE2036* NAD 83(1991)-  44 32 13.00102(N)    123 14 57.04144(W)     ADJUSTED  
 QE2036* NAVD 88     -        68.3    (meters)     224.     (feet)  VERTCON   
 QE2036  ___________________________________________________________________
 QE2036  LAPLACE CORR-          -5.52  (seconds)                    DEFLEC99
 QE2036  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 QE2036  HORZ ORDER  -  SECOND
 QE2036
 QE2036.The horizontal coordinates were established by classical geodetic methods
 QE2036.and adjusted by the National Geodetic Survey in October 1991.
 QE2036
 QE2036.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE2036.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE2036
 QE2036.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2036
 QE2036.The geoid height was determined by GEOID03.
 QE2036
 QE2036;                    North         East     Units Scale Factor Converg.
 QE2036;SPC OR N     -   100,424.714 2,281,549.187   MT  0.99995494   -1 56 58.8
 QE2036;SPC OR N     -   329,477.41  7,485,397.60   iFT  0.99995494   -1 56 58.8
 QE2036;UTM  10      - 4,931,543.115   480,203.408   MT  0.99960482   -0 10 29.2
 QE2036
 QE2036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2036!SPC OR N     -   0.99999286  x   0.99995494  =   0.99994780
 QE2036!UTM  10      -   0.99999286  x   0.99960482  =   0.99959768
 QE2036
 QE2036|---------------------------------------------------------------------|
 QE2036| PID    Reference Object                     Distance      Geod. Az  |
 QE2036|                                                           dddmmss.s |
 QE2036| QE2064 PLANT URECA TEMP                    367.169 METERS 26847     |
 QE2036|---------------------------------------------------------------------|
 QE2036
 QE2036                          SUPERSEDED SURVEY CONTROL
 QE2036
 QE2036  NAD 83(1986)-  44 32 13.02589(N)    123 14 57.06845(W) AD(       ) 2
 QE2036  NAD 27      -  44 32 13.59042(N)    123 14 52.71176(W) AD(       ) 2
 QE2036  NGVD 29 (07/19/86)   67.3    (m)          221.     (f) VERT ANG    3  
 QE2036
 QE2036.Superseded values are not recommended for survey control.
 QE2036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2036.See file dsdata.txt to determine how the superseded data were derived.
 QE2036
 QE2036_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ8020331543(NAD 83)
 QE2036_MARKER: Z = SEE DESCRIPTION
 QE2036_SETTING: 0 = UNSPECIFIED SETTING
 QE2036_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE2036
 QE2036  HISTORY     - Date     Condition        Report By
 QE2036  HISTORY     - 1969     MONUMENTED       USE
 QE2036
 QE2036                          STATION DESCRIPTION
 QE2036
 QE2036'DESCRIBED BY US ENGINEERS 1969 (LFS)
 QE2036'THE STATION IS 2.2 MILES SOUTHEAST OF THE CITY OF CORVALLIS ON
 QE2036'THE WEST BANK OF THE WILLAMETTE RIVER IN WILLAMETTE PARK.
 QE2036'
 QE2036'TO REACH THE STATION FROM THE SOUTH END OF THE CONCRETE BRIDGE
 QE2036'OVER THE MARYS RIVER IN CORVALLIS, PROCEED SOUTH ON U.S. HIGHWAY
 QE2036'99W FOR 1.3 MILES TO S.E. GOODNIGHT AVENUE ON THE LEFT.  TURN
 QE2036'LEFT AND GO EAST ON S.E. GOODNIGHT AVENUE FOR 0.9 MILE TO THE
 QE2036'RIVER BANK AND STATION IN WILLAMETTE PARK.
 QE2036'
 QE2036'THE STATION MARK, STAMPED COR-1 1966, IS A U.S. ENGINEERS BRONZE
 QE2036'DISK SET IN A CYLINDRICAL CONCRETE MONUMENT THAT IS 8 INCHES IN
 QE2036'DIAMETER AND PROJECTS 3 INCHES.  IT IS 12 FEET EAST OF THE CENTER
 QE2036'OF THE ROAD PARALLELING THE RIVER, 10 FEET WEST OF THE TOP OF
 QE2036'THE RIVER BANK (ROCK REVETMENT), 1-1/2 FEET EAST OF A WITNESS
 QE2036'POST, ON THE PROLONGED CENTERLINE OF THE ENTRANCE ROAD
 QE2036'(S.E. GOODNIGHT AVE.) TO THE PARK.
 QE2036'
 QE2036'THERE WERE NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2040 ***********************************************************************
 QE2040  DESIGNATION -  COR 5
 QE2040  PID         -  QE2040
 QE2040  STATE/COUNTY-  OR/BENTON
 QE2040  USGS QUAD   -  RIVERSIDE (1975)
 QE2040
 QE2040                         *CURRENT SURVEY CONTROL
 QE2040  ___________________________________________________________________
 QE2040* NAD 83(1991)-  44 32 41.34458(N)    123 14 27.55557(W)     ADJUSTED  
 QE2040* NAVD 88     -        66.0    (meters)     217.     (feet)  VERTCON   
 QE2040  ___________________________________________________________________
 QE2040  LAPLACE CORR-          -5.54  (seconds)                    DEFLEC99
 QE2040  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 QE2040  HORZ ORDER  -  SECOND
 QE2040
 QE2040.The horizontal coordinates were established by classical geodetic methods
 QE2040.and adjusted by the National Geodetic Survey in October 1991.
 QE2040
 QE2040.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE2040.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE2040
 QE2040.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2040
 QE2040.The geoid height was determined by GEOID03.
 QE2040
 QE2040;                    North         East     Units Scale Factor Converg.
 QE2040;SPC OR N     -   101,276.950 2,282,229.434   MT  0.99995345   -1 56 37.9
 QE2040;SPC OR N     -   332,273.46  7,487,629.38   iFT  0.99995345   -1 56 37.9
 QE2040;UTM  10      - 4,932,415.706   480,856.704   MT  0.99960451   -0 10 08.6
 QE2040
 QE2040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2040!SPC OR N     -   0.99999322  x   0.99995345  =   0.99994667
 QE2040!UTM  10      -   0.99999322  x   0.99960451  =   0.99959773
 QE2040
 QE2040:                Primary Azimuth Mark                     Grid Az
 QE2040:SPC OR N     -  COR 1                                    218 35 47.4
 QE2040:UTM  10      -  COR 1                                    216 49 18.1
 QE2040
 QE2040|---------------------------------------------------------------------|
 QE2040| PID    Reference Object                     Distance      Geod. Az  |
 QE2040|                                                           dddmmss.s |
 QE2040| QE2036 COR 1                               APPROX. 1.1 KM 2163909.5 |
 QE2040| QE2034 COR 7                               229.704 METERS 35222     |
 QE2040|---------------------------------------------------------------------|
 QE2040
 QE2040                          SUPERSEDED SURVEY CONTROL
 QE2040
 QE2040  NAD 83(1986)-  44 32 41.36933(N)    123 14 27.58235(W) AD(       ) 2
 QE2040  NAD 27      -  44 32 41.93411(N)    123 14 23.22673(W) AD(       ) 2
 QE2040  NGVD 29 (07/19/86)   65.0    (m)          213.     (f) VERT ANG    3  
 QE2040
 QE2040.Superseded values are not recommended for survey control.
 QE2040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2040.See file dsdata.txt to determine how the superseded data were derived.
 QE2040
 QE2040_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ8085732416(NAD 83)
 QE2040
 QE2040  HISTORY     - Date     Condition        Report By
 QE2040  HISTORY     - 1969     MONUMENTED       USE
 QE2040
 QE2040                          STATION DESCRIPTION
 QE2040
 QE2040'DESCRIBED BY US ENGINEERS 1969 (LFS)
 QE2040'THE STATION IS 4.0 MILES SOUTHEAST OF THE CITY OF CORVALLIS ON
 QE2040'THE EAST BANK OF THE WILLAMETTE RIVER.
 QE2040'
 QE2040'TO REACH THE STATION FROM THE CORVALLIS POST OFFICE, PROCEED
 QE2040'NORTH ON S.W. 2ND STREET FOR 0.3 MILE TO N.W. VAN BUREN STREET
 QE2040'(U.S. HIGHWAY 34).  TURN RIGHT AND GO EAST ON U.S. HIGHWAY 34 FOR
 QE2040'1.15 MILES TO THE PEORIA JUNCTION.  TURN RIGHT AND GO SOUTHEAST
 QE2040'ON PEORIA BOULEVARD FOR 1.0 MILE TO A SIDE ROAD RIGHT (COUNTY
 QE2040'ROAD C121).  TURN RIGHT AND GO SOUTHWEST ON COUNTY ROAD C121 FOR
 QE2040'1.0 MILE TO A SIDE ROAD RIGHT WHICH IS THE ENTRANCE TO BROWNS
 QE2040'FARM.  TURN RIGHT AND GO WEST FOR 0.2 MILE ON GRAVEL ROAD TO
 QE2040'WOOD LINE.  TURN RIGHT AND PROCEED NORTH ON TRACK ROAD ALONG
 QE2040'EAST SIDE OF RIVER ON TOP OF HIGH BANK FOR 0.3 MILE TO STATION.
 QE2040'
 QE2040'THE STATION MARK, STAMPED COR-5 1966, IS A U.S. ENGINEERS BRONZE
 QE2040'CAP ON A 2-1/2 INCH IRON PIPE SET IN CONCRETE, AND PROJECTS 3
 QE2040'INCHES.  IT IS 60 FEET NORTH OF THE END OF THE TREE LINE WHICH
 QE2040'LIES WEST OF THE TRACK ROAD, 10 FEET WEST OF THE CENTER OF THE
 QE2040'TRACK ROAD, AND 2 FEET WEST OF A WITNESS POST.
 QE2040'
 QE2040'THERE WERE NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2034 ***********************************************************************
 QE2034  DESIGNATION -  COR 7
 QE2034  PID         -  QE2034
 QE2034  STATE/COUNTY-  OR/BENTON
 QE2034  USGS QUAD   -  RIVERSIDE (1975)
 QE2034
 QE2034                         *CURRENT SURVEY CONTROL
 QE2034  ___________________________________________________________________
 QE2034* NAD 83(1991)-  44 32 48.72027(N)    123 14 28.93782(W)     ADJUSTED  
 QE2034* NAVD 88     -        65.3    (meters)     214.     (feet)  VERTCON   
 QE2034  ___________________________________________________________________
 QE2034  LAPLACE CORR-          -5.57  (seconds)                    DEFLEC99
 QE2034  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 QE2034  HORZ ORDER  -  SECOND
 QE2034
 QE2034.The horizontal coordinates were established by classical geodetic methods
 QE2034.and adjusted by the National Geodetic Survey in October 1991.
 QE2034
 QE2034.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE2034.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE2034
 QE2034.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2034
 QE2034.The geoid height was determined by GEOID03.
 QE2034
 QE2034;                    North         East     Units Scale Factor Converg.
 QE2034;SPC OR N     -   101,505.513 2,282,206.664   MT  0.99995307   -1 56 38.9
 QE2034;SPC OR N     -   333,023.34  7,487,554.67   iFT  0.99995307   -1 56 38.9
 QE2034;UTM  10      - 4,932,643.374   480,826.877   MT  0.99960452   -0 10 09.6
 QE2034
 QE2034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2034!SPC OR N     -   0.99999333  x   0.99995307  =   0.99994640
 QE2034!UTM  10      -   0.99999333  x   0.99960452  =   0.99959785
 QE2034
 QE2034|---------------------------------------------------------------------|
 QE2034| PID    Reference Object                     Distance      Geod. Az  |
 QE2034|                                                           dddmmss.s |
 QE2034| QE2040 COR 5                               229.704 METERS 17222     |
 QE2034| QE2037 COR 9                               396.319 METERS 32421     |
 QE2034|---------------------------------------------------------------------|
 QE2034
 QE2034                          SUPERSEDED SURVEY CONTROL
 QE2034
 QE2034  NAD 83(1986)-  44 32 48.74504(N)    123 14 28.96454(W) AD(       ) 2
 QE2034  NAD 27      -  44 32 49.31005(N)    123 14 24.60897(W) AD(       ) 2
 QE2034  NGVD 29 (07/19/86)   64.3    (m)          211.     (f) VERT ANG    3  
 QE2034
 QE2034.Superseded values are not recommended for survey control.
 QE2034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2034.See file dsdata.txt to determine how the superseded data were derived.
 QE2034
 QE2034_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ8082732643(NAD 83)
 QE2034_MARKER: P = PIPE CAP
 QE2034_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 QE2034_SP_SET: OBJECT IMBEDDED IN GROUND
 QE2034
 QE2034  HISTORY     - Date     Condition        Report By
 QE2034  HISTORY     - 1969     MONUMENTED       USE
 QE2034
 QE2034                          STATION DESCRIPTION
 QE2034
 QE2034'DESCRIBED BY US ENGINEERS 1969 (LFS)
 QE2034'THE STATION IS 4.2 MILES SOUTHEAST OF THE CITY OF CORVALLIS ON
 QE2034'THE EAST BANK OF THE WILLAMETTE RIVER.
 QE2034'
 QE2034'TO REACH THE STATION FROM THE CORVALLIS POST OFFICE, PROCEED
 QE2034'NORTH ON S.W. 2ND STREET FOR 0.3 MILE TO N.W. VAN BUREN STREET
 QE2034'(U.S. HIGHWAY 34).  TURN RIGHT AND GO EAST ON U.S. HIGHWAY 34 FOR
 QE2034'1.15 MILES TO THE PEORIA JUNCTION.  TURN RIGHT AND GO SOUTHEAST
 QE2034'ON PEORIA BOULEVARD FOR 1.0 MILE TO A SIDE ROAD RIGHT (COUNTY
 QE2034'ROAD C121).  TURN RIGHT AND GO SOUTHWEST ON COUNTY ROAD C121 FOR
 QE2034'1.0 MILE TO A SIDE ROAD RIGHT WHICH IS THE ENTRANCE TO BROWNS
 QE2034'FARM.  TURN RIGHT AND GO WEST FOR 0.2 MILE ON GRAVEL ROAD TO
 QE2034'WOOD LINE.  TURN RIGHT AND PROCEED NORTH ON TRACK ROAD ALONG
 QE2034'EAST SIDE OF RIVER ON TOP OF HIGH BANK FOR 0.55 MILE TO STATION.
 QE2034'
 QE2034'THE STATION MARK, STAMPED COR-7 1966, IS A U.S. ENGINEERS BRONZE
 QE2034'CAP ON A 2-1/2 INCH IRON PIPE SET IN CONCRETE, AND PROJECTS 4
 QE2034'INCHES.  IT IS 9 FEET WEST OF THE CENTER OF THE TRACK ROAD, AND
 QE2034'2 FEET WEST OF A WITNESS POST.
 QE2034'
 QE2034'THERE WERE NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2033 ***********************************************************************
 QE2033  DESIGNATION -  COR 8
 QE2033  PID         -  QE2033
 QE2033  STATE/COUNTY-  OR/BENTON
 QE2033  USGS QUAD   -  RIVERSIDE (1975)
 QE2033
 QE2033                         *CURRENT SURVEY CONTROL
 QE2033  ___________________________________________________________________
 QE2033* NAD 83(1991)-  44 33 02.87246(N)    123 15 01.94009(W)     ADJUSTED  
 QE2033* NAVD 88     -        64.2    (meters)     211.     (feet)  VERTCON   
 QE2033  ___________________________________________________________________
 QE2033  LAPLACE CORR-          -5.73  (seconds)                    DEFLEC99
 QE2033  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 QE2033  HORZ ORDER  -  SECOND
 QE2033
 QE2033.The horizontal coordinates were established by classical geodetic methods
 QE2033.and adjusted by the National Geodetic Survey in October 1991.
 QE2033
 QE2033.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE2033.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE2033
 QE2033.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2033
 QE2033.The geoid height was determined by GEOID03.
 QE2033
 QE2033;                    North         East     Units Scale Factor Converg.
 QE2033;SPC OR N     -   101,966.836 2,281,493.501   MT  0.99995233   -1 57 02.3
 QE2033;SPC OR N     -   334,536.86  7,485,214.90   iFT  0.99995233   -1 57 02.3
 QE2033;UTM  10      - 4,933,082.235   480,100.020   MT  0.99960487   -0 10 32.8
 QE2033
 QE2033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2033!SPC OR N     -   0.99999350  x   0.99995233  =   0.99994583
 QE2033!UTM  10      -   0.99999350  x   0.99960487  =   0.99959837
 QE2033
 QE2033:                Primary Azimuth Mark                     Grid Az
 QE2033:SPC OR N     -  COR 9                                    104 56 25.8
 QE2033:UTM  10      -  COR 9                                    103 09 56.3
 QE2033
 QE2033|---------------------------------------------------------------------|
 QE2033| PID    Reference Object                     Distance      Geod. Az  |
 QE2033|                                                           dddmmss.s |
 QE2033| QE2037 COR 9                               APPROX. 0.5 KM 1025923.5 |
 QE2033|---------------------------------------------------------------------|
 QE2033
 QE2033                          SUPERSEDED SURVEY CONTROL
 QE2033
 QE2033  NAD 83(1986)-  44 33 02.89739(N)    123 15 01.96674(W) AD(       ) 2
 QE2033  NAD 27      -  44 33 03.46264(N)    123 14 57.61075(W) AD(       ) 2
 QE2033  NGVD 29 (07/19/86)   63.2    (m)          207.     (f) VERT ANG    3  
 QE2033
 QE2033.Superseded values are not recommended for survey control.
 QE2033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2033.See file dsdata.txt to determine how the superseded data were derived.
 QE2033
 QE2033_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ8010033082(NAD 83)
 QE2033_MARKER: P = PIPE CAP
 QE2033_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 QE2033_SP_SET: OBJECT IMBEDDED IN GROUND
 QE2033
 QE2033  HISTORY     - Date     Condition        Report By
 QE2033  HISTORY     - 1969     MONUMENTED       USE
 QE2033
 QE2033                          STATION DESCRIPTION
 QE2033
 QE2033'DESCRIBED BY US ENGINEERS 1969 (LFS)
 QE2033'THE STATION IS 0.95 MILE SOUTHEAST OF THE CITY OF CORVALLIS ON
 QE2033'THE WEST BANK OF THE WILLAMETTE RIVER.
 QE2033'
 QE2033'TO REACH THE STATION FROM THE SOUTH END OF THE CONCRETE BRIDGE
 QE2033'OVER THE MARYS RIVER IN CORVALLIS, PROCEED SOUTH ON U.S. HIGHWAY
 QE2033'99W FOR 0.1 MILE TO S.E. CRYSTAL LAKE DRIVE.  TURN LEFT AND GO
 QE2033'SOUTHEAST ON S.E. CRYSTAL LAKE DRIVE FOR 0.55 MILE TO A GRAVEL
 QE2033'ROAD LEFT AT THE NORTH END OF A CEMETERY.  TURN LEFT AND GO EAST
 QE2033'ON THE GRAVEL ROAD FOR 0.3 MILE TO A T INTERSECTION AT THE BANK
 QE2033'OF THE RIVER AND THE STATION ON THE LEFT.
 QE2033'
 QE2033'THE STATION MARK, STAMPED COR-8 1966, IS A U.S. ENGINEERS
 QE2033'BRONZE CAP ON A 2-1/2 INCH IRON PIPE SET IN CONCRETE, AND PROJECTING
 QE2033'6 INCHES.  IT IS 100 FEET NORTHWEST FROM THE CENTER OF THE T
 QE2033'INTERSECTION, 30 FEET SOUTHWEST FROM THE CENTER OF THE GRAVEL ROAD
 QE2033'PARALLELING THE RIVER, AND 2 FEET NORTHEAST OF A WITNESS POST.
 QE2033'
 QE2033'THERE WERE NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2037 ***********************************************************************
 QE2037  DESIGNATION -  COR 9
 QE2037  PID         -  QE2037
 QE2037  STATE/COUNTY-  OR/BENTON
 QE2037  USGS QUAD   -  RIVERSIDE (1975)
 QE2037
 QE2037                         *CURRENT SURVEY CONTROL
 QE2037  ___________________________________________________________________
 QE2037* NAD 83(1991)-  44 32 59.15395(N)    123 14 39.40139(W)     ADJUSTED  
 QE2037* NAVD 88     -        65.0    (meters)     213.     (feet)  VERTCON   
 QE2037  ___________________________________________________________________
 QE2037  LAPLACE CORR-          -5.66  (seconds)                    DEFLEC99
 QE2037  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 QE2037  HORZ ORDER  -  SECOND
 QE2037
 QE2037.The horizontal coordinates were established by classical geodetic methods
 QE2037.and adjusted by the National Geodetic Survey in October 1991.
 QE2037
 QE2037.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE2037.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE2037
 QE2037.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2037
 QE2037.The geoid height was determined by GEOID03.
 QE2037
 QE2037;                    North         East     Units Scale Factor Converg.
 QE2037;SPC OR N     -   101,835.213 2,281,986.774   MT  0.99995252   -1 56 46.3
 QE2037;SPC OR N     -   334,105.03  7,486,833.25   iFT  0.99995252   -1 56 46.3
 QE2037;UTM  10      - 4,932,965.993   480,596.961   MT  0.99960463   -0 10 16.9
 QE2037
 QE2037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2037!SPC OR N     -   0.99999337  x   0.99995252  =   0.99994589
 QE2037!UTM  10      -   0.99999337  x   0.99960463  =   0.99959801
 QE2037
 QE2037|---------------------------------------------------------------------|
 QE2037| PID    Reference Object                     Distance      Geod. Az  |
 QE2037|                                                           dddmmss.s |
 QE2037| QE2034 COR 7                               396.319 METERS 14421     |
 QE2037| QE2033 COR 8                               APPROX. 0.5 KM 2825939.3 |
 QE2037|---------------------------------------------------------------------|
 QE2037
 QE2037                          SUPERSEDED SURVEY CONTROL
 QE2037
 QE2037  NAD 83(1986)-  44 32 59.17878(N)    123 14 39.42805(W) AD(       ) 2
 QE2037  NAD 27      -  44 32 59.74401(N)    123 14 35.07242(W) AD(       ) 2
 QE2037  NGVD 29 (07/19/86)   64.0    (m)          210.     (f) VERT ANG    3  
 QE2037
 QE2037.Superseded values are not recommended for survey control.
 QE2037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2037.See file dsdata.txt to determine how the superseded data were derived.
 QE2037
 QE2037_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ8059732966(NAD 83)
 QE2037_MARKER: Z = SEE DESCRIPTION
 QE2037_SETTING: 0 = UNSPECIFIED SETTING
 QE2037_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE2037
 QE2037  HISTORY     - Date     Condition        Report By
 QE2037  HISTORY     - 1969     MONUMENTED       USE
 QE2037
 QE2037                          STATION DESCRIPTION
 QE2037
 QE2037'DESCRIBED BY US ENGINEERS 1969 (LFS)
 QE2037'THE STATION IS 4.4 MILES SOUTHEAST OF THE CITY OF CORVALLIS ON
 QE2037'THE EAST BANK OF THE WILLAMETTE RIVER.
 QE2037'
 QE2037'TO REACH THE STATION FROM THE CORVALLIS POST OFFICE, PROCEED
 QE2037'NORTH ON S.W. 2ND STREET FOR 0.3 MILE TO N.W. VAN BUREN STREET
 QE2037'(U.S. HIGHWAY 34).  TURN RIGHT AND GO EAST ON U.S. HIGHWAY 34 FOR
 QE2037'1.15 MILES TO THE PEORIA JUNCTION.  TURN RIGHT AND GO SOUTHEAST ON
 QE2037'PEORIA BOULEVARD FOR 1.0 MILE TO A SIDE ROAD RIGHT (COUNTY ROAD
 QE2037'C121).  TURN RIGHT AND GO SOUTHWEST ON COUNTY ROAD C121 FOR 1.0
 QE2037'MILE TO A SIDE ROAD RIGHT WHICH IS THE ENTRANCE TO BROWNS
 QE2037'FARM.  TURN RIGHT AND GO WEST FOR 0.2 MILE ON GRAVEL ROAD TO
 QE2037'WOOD LINE.  TURN RIGHT AND PROCEED NORTH ON TRACK ROAD ALONG
 QE2037'EAST SIDE OF RIVER ON TOP OF HIGH BANK FOR 0.7 MILE.  TURN LEFT
 QE2037'AND GO WEST FROM TRACK ROAD FOR APPROXIMATELY 230 FEET TO RIVER
 QE2037'BANK AND STATION.
 QE2037'
 QE2037'THE STATION MARK, STAMPED COR-9 1966, IS A U.S. ENGINEERS BRONZE
 QE2037'CAP ON A 2-1/2 INCH IRON PIPE SET IN CONCRETE.  IT IS 50
 QE2037'FEET EAST OF THE RIVER ON TOP OF A ROCK REVETMENT, AND 2 FEET
 QE2037'WEST OF A WITNESS POST.
 QE2037'
 QE2037'THERE WERE NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0024 ***********************************************************************
 RD0024  DESIGNATION -  CORB
 RD0024  PID         -  RD0024
 RD0024  STATE/COUNTY-  OR/MULTNOMAH
 RD0024  USGS QUAD   -  WASHOUGAL (1994)
 RD0024
 RD0024                         *CURRENT SURVEY CONTROL
 RD0024  ___________________________________________________________________
 RD0024* NAD 83(1991)-  45 32 29.18691(N)    122 17 39.84068(W)     ADJUSTED  
 RD0024* NAVD 88     -        13.822  (meters)      45.35   (feet)  ADJUSTED  
 RD0024  ___________________________________________________________________
 RD0024  LAPLACE CORR-           5.04  (seconds)                    DEFLEC99
 RD0024  GEOID HEIGHT-         -22.47  (meters)                     GEOID03
 RD0024  DYNAMIC HT  -          13.822 (meters)      45.35  (feet)  COMP
 RD0024  MODELED GRAV-     980,613.5   (mgal)                       NAVD 88
 RD0024
 RD0024  HORZ ORDER  -  SECOND
 RD0024  VERT ORDER  -  SECOND    CLASS 0
 RD0024
 RD0024.The horizontal coordinates were established by classical geodetic methods
 RD0024.and adjusted by the National Geodetic Survey in October 1991.
 RD0024
 RD0024.The orthometric height was determined by differential leveling
 RD0024.and adjusted in June 1991.
 RD0024
 RD0024.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD0024
 RD0024.The geoid height was determined by GEOID03.
 RD0024
 RD0024.The dynamic height is computed by dividing the NAVD 88
 RD0024.geopotential number by the normal gravity value computed on the
 RD0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0024.degrees latitude (g = 980.6199 gals.).
 RD0024
 RD0024.The modeled gravity was interpolated from observed gravity values.
 RD0024
 RD0024;                    North         East     Units Scale Factor Converg.
 RD0024;SPC OR N     -   209,885.874 2,359,879.409   MT  0.99991572   -1 16 21.2
 RD0024;SPC OR N     -   688,601.95  7,742,386.51   iFT  0.99991572   -1 16 21.2
 RD0024;SPC WA S     -    24,725.915   359,857.105   MT  1.00007891   -1 18 12.4
 RD0024;SPC WA S     -    81,121.61  1,180,631.19   sFT  1.00007891   -1 18 12.4
 RD0024;UTM  10      - 5,043,342.581   555,085.777   MT  0.99963731   +0 30 13.1
 RD0024
 RD0024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD0024!SPC OR N     -   1.00000136  x   0.99991572  =   0.99991708
 RD0024!SPC WA S     -   1.00000136  x   1.00007891  =   1.00008027
 RD0024!UTM  10      -   1.00000136  x   0.99963731  =   0.99963867
 RD0024
 RD0024|---------------------------------------------------------------------|
 RD0024| PID    Reference Object                     Distance      Geod. Az  |
 RD0024|                                                           dddmmss.s |
 RD0024| RD0023 CORB RM 1                            11.656 METERS 11718     |
 RD0024| RD0021 CORB AZ MK                                         2551016.0 |
 RD0024| RD0022 CORB RM 2                             9.981 METERS 26259     |
 RD0024|---------------------------------------------------------------------|
 RD0024
 RD0024                          SUPERSEDED SURVEY CONTROL
 RD0024
 RD0024  NAD 83(1986)-  45 32 29.19970(N)    122 17 39.84655(W) AD(       ) 2
 RD0024  NAD 27      -  45 32 29.76184(N)    122 17 35.51738(W) AD(       ) 2
 RD0024  NGVD 29 (??/??/92)   12.794  (m)           41.98   (f) ADJ UNCH    2 0
 RD0024
 RD0024.Superseded values are not recommended for survey control.
 RD0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0024.See file dsdata.txt to determine how the superseded data were derived.
 RD0024
 RD0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER5508643343(NAD 83)
 RD0024_MARKER: DS = TRIANGULATION STATION DISK
 RD0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0024_STAMPING: CORB 1956
 RD0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0024+STABILITY: SURFACE MOTION
 RD0024
 RD0024  HISTORY     - Date     Condition        Report By
 RD0024  HISTORY     - 1956     MONUMENTED       CGS
 RD0024  HISTORY     - 1956     GOOD             CGS
 RD0024  HISTORY     - 1979     MARK NOT FOUND   NGS
 RD0024  HISTORY     - 1987     MARK NOT FOUND   NGS
 RD0024
 RD0024                          STATION DESCRIPTION
 RD0024
 RD0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (JBW)
 RD0024'THE STATION IS LOCATED 4.5 MILES EAST OF TROUTDALE, 45.5 FEET NORTH
 RD0024'OF THE NORTH RAIL OF THE UNION PACIFIC RAILROAD TRACKS, 31.8 FEET
 RD0024'SOUTH OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY 30, AND 12.4
 RD0024'FEET EAST OF A WHITE WITNESS POST.
 RD0024'
 RD0024'TO REACH THE STATION FROM THE EAST END OF THE TROUTDALE INTERCHANGE
 RD0024'OVERPASS GO EAST ON U.S. HIGHWAY 30 FOR 4.5 MILES TO THE HIGHWAY
 RD0024'MILE POST 20 AND THE AZIMUTH MARK ON THE RIGHT, SOUTH, SIDE OF THE
 RD0024'ROAD.  CONTINUE STRAIGHT AHEAD AND GO 0.2 MILE TO THE STATION ON THE
 RD0024'RIGHT, SOUTH, SIDE OF THE ROAD.
 RD0024'
 RD0024'THE STATION MARK, A STANDARD DISK STAMPED CORB 1956, IS SET IN THE
 RD0024'TOP OF A ROUND CONCRETE CYLINDER THAT PROJECTS 2 INCHES ABOVE THE
 RD0024'GROUND.
 RD0024'
 RD0024'THE UNDERGROUND STATION MARK, A STANDARD DISK STAMPED CORB 1956, IS
 RD0024'SET IN A MASS OF CONCRETE ABOUT 32 INCHES BELOW THE SURFACE OF THE
 RD0024'GROUND.
 RD0024'
 RD0024'REFERENCE MARK 1, A STANDARD DISK STAMPED CORB NO 1 1956, IS SET IN
 RD0024'THE TOP OF A ROUND CONCRETE CYLINDER THAT PROJECTS 2 INCHES ABOVE
 RD0024'THE GROUND.  IT IS 43 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF
 RD0024'U.S. HIGHWAY 30 AND 35 FEET NORTH OF THE NORTH RAIL OF THE UNION
 RD0024'PACIFIC RAILROAD TRACKS.
 RD0024'
 RD0024'REFERENCE MARK 2, A STANDARD DISK STAMPED CORB NO 2 1956, IS SET IN
 RD0024'THE TOP OF A ROUND CONCRETE CYLINDER THAT PROJECTS 2 INCHES ABOVE
 RD0024'THE GROUND.  IT IS 45.5 FEET NORTH OF THE NORTH RAIL OF THE UNION
 RD0024'PACIFIC RAILROAD TRACKS.
 RD0024'
 RD0024'THE AZIMUTH MARK, A STANDARD DISK STAMPED CORB 1956, IS SET IN THE
 RD0024'TOP OF A ROUND CONCRETE CYLINDER THAT PROJECTS 2 INCHES ABOVE THE
 RD0024'GROUND.  IT IS 25 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF U.S.
 RD0024'HIGHWAY 30 AND 2 FEET SOUTH THE HIGHWAY MILE POST 20.
 RD0024
 RD0024                          STATION RECOVERY (1956)
 RD0024
 RD0024'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 RD0024'0.1 MI W FROM CORBETT.
 RD0024'0.1 MILE WEST ALONG U.S. HIGHWAY 30 FROM THE UNION PACIFIC RAILROAD
 RD0024'STATION SIGN AT CORBETT, IN T 1 N - R 4 E, ON THE INSIDE OF A CURVE,
 RD0024'49 FEET NORTHWEST OF TELEGRAPH POLE 25-L-CK, 44.9 FEET NORTH OF THE
 RD0024'NORTH RAIL OF THE TRACK, 32.5 FEET SOUTH OF THE CENTER LINE OF THE
 RD0024'SOUTH LANES OF THE HIGHWAY, 12.7 FEET EAST OF A WITNESS POST, ABOUT 3
 RD0024'FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 RD0024'PROJECTING 0.2 FOOT ABOVE THE GROUND.
 RD0024
 RD0024                          STATION RECOVERY (1979)
 RD0024
 RD0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 RD0024'THE STATION WAS SEARCHED FOR, BUT NOT RECOVERED.  IT IS BELIEVED TO
 RD0024'HAVE BEEN DESTROYED WHEN THE FREEWAY WAS BUILT.
 RD0024'
 RD0024'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 4-1/2 MILES EAST
 RD0024'OF TROUTDALE.
 RD0024
 RD0024                          STATION RECOVERY (1987)
 RD0024
 RD0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD0024'NOT RECOVERED.  THE DESCRIBED LOCATION IS UNDER AN ON-RAMP BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0021 ***********************************************************************
 RD0021  DESIGNATION -  CORB AZ MK
 RD0021  PID         -  RD0021
 RD0021  STATE/COUNTY-  OR/MULTNOMAH
 RD0021  USGS QUAD   -  WASHOUGAL (1994)
 RD0021
 RD0021                         *CURRENT SURVEY CONTROL
 RD0021  ___________________________________________________________________
 RD0021* NAD 83(1986)-  45 32 26.     (N)    122 18 00.     (W)     SCALED    
 RD0021* NAVD 88     -        14.226  (meters)      46.67   (feet)  ADJUSTED  
 RD0021  ___________________________________________________________________
 RD0021  GEOID HEIGHT-         -22.48  (meters)                     GEOID03
 RD0021  DYNAMIC HT  -          14.226 (meters)      46.67  (feet)  COMP
 RD0021  MODELED GRAV-     980,612.6   (mgal)                       NAVD 88
 RD0021
 RD0021  VERT ORDER  -  SECOND    CLASS 0
 RD0021
 RD0021.The horizontal coordinates were scaled from a topographic map and have
 RD0021.an estimated accuracy of +/- 6 seconds.
 RD0021
 RD0021.The orthometric height was determined by differential leveling
 RD0021.and adjusted in June 1991.
 RD0021
 RD0021.The geoid height was determined by GEOID03.
 RD0021
 RD0021.The dynamic height is computed by dividing the NAVD 88
 RD0021.geopotential number by the normal gravity value computed on the
 RD0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0021.degrees latitude (g = 980.6199 gals.).
 RD0021
 RD0021.The modeled gravity was interpolated from observed gravity values.
 RD0021
 RD0021;                    North         East    Units  Estimated Accuracy
 RD0021;SPC OR N     -   209,800.    2,359,440.      MT  (+/- 180 meters Scaled)
 RD0021
 RD0021                          SUPERSEDED SURVEY CONTROL
 RD0021
 RD0021  NGVD 29 (??/??/92)   13.198  (m)           43.30   (f) ADJ UNCH    2 0
 RD0021
 RD0021.Superseded values are not recommended for survey control.
 RD0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0021.See file dsdata.txt to determine how the superseded data were derived.
 RD0021
 RD0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER546432(NAD 83)
 RD0021_MARKER: DZ = AZIMUTH MARK DISK
 RD0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0021_STAMPING: CORB 1956
 RD0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0021+STABILITY: SURFACE MOTION
 RD0021
 RD0021  HISTORY     - Date     Condition        Report By
 RD0021  HISTORY     - 1956     MONUMENTED       CGS
 RD0021  HISTORY     - 1987     MARK NOT FOUND   NGS
 RD0021
 RD0021                          STATION DESCRIPTION
 RD0021
 RD0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 RD0021'0.5 MI W FROM CORBETT.
 RD0021'0.5 MILE WEST ALONG U.S. HIGHWAY 30 FROM THE UNION PACIFIC RAILROAD
 RD0021'STATION SIGN AT CORBETT, IN T 1 N - R 4 E, 80 1/2 FEET WEST OF
 RD0021'MILEPOLE 20, 2.3 FEET SOUTHEAST OF HIGHWAY MILEPOST 20, 27.8 FEET
 RD0021'SOUTHEAST OF THE CENTER LINE OF THE SOUTH LANES OF THE HIGHWAY, 52.3
 RD0021'FEET NORTHWEST OF THE NORTHWEST RAIL OF THE UNION PACIFIC RAILROAD
 RD0021'TRACK, ABOUT 1 FOOT LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 RD0021'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 RD0021
 RD0021                          STATION RECOVERY (1987)
 RD0021
 RD0021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD0021'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0023 ***********************************************************************
 RD0023  DESIGNATION -  CORB RM 1
 RD0023  PID         -  RD0023
 RD0023  STATE/COUNTY-  OR/MULTNOMAH
 RD0023  USGS QUAD   -  WASHOUGAL (1994)
 RD0023
 RD0023                         *CURRENT SURVEY CONTROL
 RD0023  ___________________________________________________________________
 RD0023* NAD 83(1986)-  45 32 28.     (N)    122 17 39.     (W)     SCALED    
 RD0023* NAVD 88     -        12.514  (meters)      41.06   (feet)  ADJUSTED  
 RD0023  ___________________________________________________________________
 RD0023  GEOID HEIGHT-         -22.47  (meters)                     GEOID03
 RD0023  DYNAMIC HT  -          12.514 (meters)      41.06  (feet)  COMP
 RD0023  MODELED GRAV-     980,613.7   (mgal)                       NAVD 88
 RD0023
 RD0023  VERT ORDER  -  SECOND    CLASS 0
 RD0023
 RD0023.The horizontal coordinates were scaled from a topographic map and have
 RD0023.an estimated accuracy of +/- 6 seconds.
 RD0023
 RD0023.The orthometric height was determined by differential leveling
 RD0023.and adjusted in June 1991.
 RD0023
 RD0023.The geoid height was determined by GEOID03.
 RD0023
 RD0023.The dynamic height is computed by dividing the NAVD 88
 RD0023.geopotential number by the normal gravity value computed on the
 RD0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0023.degrees latitude (g = 980.6199 gals.).
 RD0023
 RD0023.The modeled gravity was interpolated from observed gravity values.
 RD0023
 RD0023;                    North         East    Units  Estimated Accuracy
 RD0023;SPC OR N     -   209,850.    2,359,900.      MT  (+/- 180 meters Scaled)
 RD0023
 RD0023                          SUPERSEDED SURVEY CONTROL
 RD0023
 RD0023  NGVD 29 (??/??/92)   11.485  (m)           37.68   (f) ADJ UNCH    2 0
 RD0023
 RD0023.Superseded values are not recommended for survey control.
 RD0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0023.See file dsdata.txt to determine how the superseded data were derived.
 RD0023
 RD0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER551433(NAD 83)
 RD0023_MARKER: DR = REFERENCE MARK DISK
 RD0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0023_STAMPING: CORB NO 1 1956
 RD0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0023+STABILITY: SURFACE MOTION
 RD0023
 RD0023  HISTORY     - Date     Condition        Report By
 RD0023  HISTORY     - 1956     MONUMENTED       CGS
 RD0023  HISTORY     - 1987     MARK NOT FOUND   NGS
 RD0023
 RD0023                          STATION DESCRIPTION
 RD0023
 RD0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 RD0023'0.1 MI W FROM CORBETT.
 RD0023'0.1 MILE WEST ALONG U.S. HIGHWAY 30 FROM THE UNION PACIFIC RAILROAD
 RD0023'STATION SIGN AT CORBETT, IN T 1 N - R 4 E, ON THE INSIDE OF A CURVE,
 RD0023'54.3 FEET SOUTH OF THE CENTER LINE OF THE SOUTH LANES OF THE HIGHWAY,
 RD0023'38.3 FEET SOUTHEAST OF CORB TRIANGULATION STATION, 24.4 FEET NORTH OF
 RD0023'THE NORTH RAIL OF THE TRACK, 11 FEET NORTHWEST OF TELEGRAPH POLE
 RD0023'25-L-CK, ABOUT 7 FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 RD0023'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 RD0023
 RD0023                          STATION RECOVERY (1987)
 RD0023
 RD0023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD0023'NOT RECOVERED.  THE DESCRIBED LOCATION IS UNDER AN ON-RAMP BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0022 ***********************************************************************
 RD0022  DESIGNATION -  CORB RM 2
 RD0022  PID         -  RD0022
 RD0022  STATE/COUNTY-  OR/MULTNOMAH
 RD0022  USGS QUAD   -  WASHOUGAL (1994)
 RD0022
 RD0022                         *CURRENT SURVEY CONTROL
 RD0022  ___________________________________________________________________
 RD0022* NAD 83(1986)-  45 32 28.     (N)    122 17 39.     (W)     SCALED    
 RD0022* NAVD 88     -        13.929  (meters)      45.70   (feet)  ADJUSTED  
 RD0022  ___________________________________________________________________
 RD0022  GEOID HEIGHT-         -22.47  (meters)                     GEOID03
 RD0022  DYNAMIC HT  -          13.929 (meters)      45.70  (feet)  COMP
 RD0022  MODELED GRAV-     980,613.7   (mgal)                       NAVD 88
 RD0022
 RD0022  VERT ORDER  -  SECOND    CLASS 0
 RD0022
 RD0022.The horizontal coordinates were scaled from a topographic map and have
 RD0022.an estimated accuracy of +/- 6 seconds.
 RD0022
 RD0022.The orthometric height was determined by differential leveling
 RD0022.and adjusted in June 1991.
 RD0022
 RD0022.The geoid height was determined by GEOID03.
 RD0022
 RD0022.The dynamic height is computed by dividing the NAVD 88
 RD0022.geopotential number by the normal gravity value computed on the
 RD0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0022.degrees latitude (g = 980.6199 gals.).
 RD0022
 RD0022.The modeled gravity was interpolated from observed gravity values.
 RD0022
 RD0022;                    North         East    Units  Estimated Accuracy
 RD0022;SPC OR N     -   209,850.    2,359,900.      MT  (+/- 180 meters Scaled)
 RD0022
 RD0022                          SUPERSEDED SURVEY CONTROL
 RD0022
 RD0022  NGVD 29 (??/??/92)   12.900  (m)           42.32   (f) ADJ UNCH    2 0
 RD0022
 RD0022.Superseded values are not recommended for survey control.
 RD0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0022.See file dsdata.txt to determine how the superseded data were derived.
 RD0022
 RD0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER551433(NAD 83)
 RD0022_MARKER: DR = REFERENCE MARK DISK
 RD0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0022_STAMPING: CORB NO 2 1956
 RD0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0022+STABILITY: SURFACE MOTION
 RD0022
 RD0022  HISTORY     - Date     Condition        Report By
 RD0022  HISTORY     - 1956     MONUMENTED       CGS
 RD0022  HISTORY     - 1987     MARK NOT FOUND   NGS
 RD0022
 RD0022                          STATION DESCRIPTION
 RD0022
 RD0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 RD0022'0.1 MI W FROM CORBETT.
 RD0022'0.1 MILE WEST ALONG U.S. HIGHWAY 30 FROM THE UNION PACIFIC RAILROAD
 RD0022'STATION SIGN AT CORBETT, IN T 1 N - R 4 E, ON THE INSIDE OF A CURVE,
 RD0022'65 1/2 FEET NORTHEAST OF TELEGRAPH POLE 25-L-CK, 45.5 FEET NORTH OF
 RD0022'THE NORTH RAIL OF THE TRACK, 32.8 FEET WEST OF CORB TRIANGULATION
 RD0022'STATION, 31.6 FEET SOUTH OF THE CENTER LINE OF THE SOUTH LANES OF THE
 RD0022'HIGHWAY, 5.0 FEET SOUTH OF HIGHWAY STATION P.C.S. 747+47.41, ABOUT 4
 RD0022'FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 RD0022'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 RD0022
 RD0022                          STATION RECOVERY (1987)
 RD0022
 RD0022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD0022'NOT RECOVERED.  THE DESCRIBED LOCATION IS UNDER AN ON-RAMP BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2270 ***********************************************************************
 RD2270  DESIGNATION -  CORBETT
 RD2270  PID         -  RD2270
 RD2270  STATE/COUNTY-  OR/MULTNOMAH
 RD2270  USGS QUAD   -  WASHOUGAL (1994)
 RD2270
 RD2270                         *CURRENT SURVEY CONTROL
 RD2270  ___________________________________________________________________
 RD2270* NAD 83(1991)-  45 32 30.80881(N)    122 17 18.42505(W)     ADJUSTED  
 RD2270* NAVD 88     -        18.     (meters)      59.     (feet)  SCALED    
 RD2270  ___________________________________________________________________
 RD2270  LAPLACE CORR-           5.05  (seconds)                    DEFLEC99
 RD2270  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 RD2270  HORZ ORDER  -  THIRD
 RD2270
 RD2270.The horizontal coordinates were established by classical geodetic methods
 RD2270.and adjusted by the National Geodetic Survey in October 1991.
 RD2270
 RD2270.The orthometric height was scaled from a topographic map.
 RD2270
 RD2270.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2270
 RD2270.The geoid height was determined by GEOID03.
 RD2270
 RD2270;                    North         East     Units Scale Factor Converg.
 RD2270;SPC OR N     -   209,925.630 2,360,344.968   MT  0.99991577   -1 16 06.0
 RD2270;SPC OR N     -   688,732.38  7,743,913.94   iFT  0.99991577   -1 16 06.0
 RD2270;SPC WA S     -    24,765.427   360,322.762   MT  1.00007877   -1 17 56.8
 RD2270;SPC WA S     -    81,251.24  1,182,158.93   sFT  1.00007877   -1 17 56.8
 RD2270;UTM  10      - 5,043,396.733   555,549.752   MT  0.99963794   +0 30 28.4
 RD2270
 RD2270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2270!SPC OR N     -   1.00000070  x   0.99991577  =   0.99991647
 RD2270!SPC WA S     -   1.00000070  x   1.00007877  =   1.00007947
 RD2270!UTM  10      -   1.00000070  x   0.99963794  =   0.99963864
 RD2270
 RD2270                          SUPERSEDED SURVEY CONTROL
 RD2270
 RD2270  NAD 83(1986)-  45 32 30.82147(N)    122 17 18.43121(W) AD(       ) 3
 RD2270  NAD 27      -  45 32 31.38490(N)    122 17 14.09760(W) AD(       ) 3
 RD2270
 RD2270.Superseded values are not recommended for survey control.
 RD2270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2270.See file dsdata.txt to determine how the superseded data were derived.
 RD2270
 RD2270_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER5555043397(NAD 83)
 RD2270_MARKER: H = DRILL HOLE
 RD2270_SETTING: 0 = UNSPECIFIED SETTING
 RD2270
 RD2270  HISTORY     - Date     Condition        Report By
 RD2270  HISTORY     - 1901     MONUMENTED       CGS
 RD2270
 RD2270                          STATION DESCRIPTION
 RD2270
 RD2270'DESCRIBED BY COAST AND GEODETIC SURVEY 1901 (FM)
 RD2270'ON THE SHARP RIDGE OF THE FIRST LITTLE POINT ABOUT 100 METERS EAST OF
 RD2270'CORBETTS RAILROAD STATION.  THE STATION IS MARKED BY A DRILL HOLE
 RD2270'IN A STONE 2-1/2 FEET BELOW THE SURFACE.  THERE IS A BLAZED FIR
 RD2270'TREE DISTANT 7.28 METERS N 88 DEG 50 MIN W, A FIR
 RD2270'TREE WITH A SIMILAR MARK DISTANT 6.22 METERS N 14 DEG 30 MIN W,
 RD2270'AND A STUMP WITH THREE NAILS IN IT DISTANT 3.66
 RD2270'METERS S 45 DEG 34 MIN W.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2301 ***********************************************************************
 RD2301  DESIGNATION -  CORBETT LIGHT
 RD2301  PID         -  RD2301
 RD2301  STATE/COUNTY-  OR/MULTNOMAH
 RD2301  USGS QUAD   -  WASHOUGAL (1994)
 RD2301
 RD2301                         *CURRENT SURVEY CONTROL
 RD2301  ___________________________________________________________________
 RD2301* NAD 83(1991)-  45 32 31.11275(N)    122 17 27.31743(W)     ADJUSTED  
 RD2301* NAVD 88     -              **(meters)            **(feet)            
 RD2301  ___________________________________________________________________
 RD2301  LAPLACE CORR-           5.02  (seconds)                    DEFLEC99
 RD2301  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 RD2301  HORZ ORDER  -  THIRD
 RD2301
 RD2301.The horizontal coordinates were established by classical geodetic methods
 RD2301.and adjusted by the National Geodetic Survey in October 1991.
 RD2301
 RD2301
 RD2301.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2301
 RD2301.The geoid height was determined by GEOID03.
 RD2301
 RD2301;                    North         East     Units Scale Factor Converg.
 RD2301;SPC OR N     -   209,939.283 2,360,152.324   MT  0.99991578   -1 16 12.3
 RD2301;SPC OR N     -   688,777.18  7,743,281.90   iFT  0.99991578   -1 16 12.3
 RD2301;SPC WA S     -    24,779.186   360,130.094   MT  1.00007875   -1 18 03.3
 RD2301;SPC WA S     -    81,296.38  1,181,526.82   sFT  1.00007875   -1 18 03.3
 RD2301;UTM  10      - 5,043,404.407   555,356.831   MT  0.99963767   +0 30 22.1
 RD2301
 RD2301                          SUPERSEDED SURVEY CONTROL
 RD2301
 RD2301  NAD 83(1986)-  45 32 31.12546(N)    122 17 27.32355(W) AD(       ) 4
 RD2301  NAD 27      -  45 32 31.68870(N)    122 17 22.99240(W) AD(       ) 3
 RD2301
 RD2301.Superseded values are not recommended for survey control.
 RD2301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2301.See file dsdata.txt to determine how the superseded data were derived.
 RD2301
 RD2301_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER5535743404(NAD 83)
 RD2301
 RD2301  HISTORY     - Date     Condition        Report By
 RD2301  HISTORY     - 1938     MONUMENTED       CGS
 RD2301  HISTORY     - 1942     SEE DESCRIPTION  CGS
 RD2301  HISTORY     - 1946     SEE DESCRIPTION  CGS
 RD2301  HISTORY     - 1948     SEE DESCRIPTION  CGS
 RD2301  HISTORY     - 1984     GOOD             USPSQD
 RD2301  HISTORY     - 20040830 MARK NOT FOUND   USPSQD
 RD2301
 RD2301                          STATION DESCRIPTION
 RD2301
 RD2301'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (WMS)
 RD2301'WHITE PLATFORM ON PILE STRUCTURE.
 RD2301
 RD2301                          STATION RECOVERY (1942)
 RD2301
 RD2301'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (LAM)
 RD2301'THIS CHECKED INTERSECTION STATION IS CENTER OF NAVIGATION LIGHT ON S
 RD2301'BANK OF COLUMBIA RIVER, N OF UNION PACIFIC RAILROAD AND A LITTLE
 RD2301'UPSTREAM FROM CORBETT STATION SIGN.  CORBETT LIGHT IS ABOUT 450
 RD2301'FEET E (UPSTREAM) FROM STATION COR (U.S.E.).  IN 1938 LIGHT WAS
 RD2301'REPORTED TO BE ON WHITE PLATFORM ON PILE STRUCTURE.
 RD2301'
 RD2301'AMENDMENT TO ORIGINAL DESCRIPTION--LIGHT NOT VISITED IN 1942.
 RD2301
 RD2301                          STATION RECOVERY (1946)
 RD2301
 RD2301'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (EHB)
 RD2301'THE 1947 LIGHT LIST LISTS THIS LIGHT AS CORBETT 62, WHITE PLATFORM ON
 RD2301'PILE STRUCTURE.  WHITE REFLECTOR.  ESTABLISHED IN 1923, REBUILT IN
 RD2301'1934.
 RD2301'
 RD2301'THE LIGHT STRUCTURE IS LOCATED IN THE RIGHT-OF-WAY OF THE NEW
 RD2301'COLUMBIA RIVER HIGHWAY NOW UNDER CONSTRUCTION AND MIGHT POSSIBLY BE
 RD2301'MOVED IN THE NEAR FUTURE.
 RD2301
 RD2301                          STATION RECOVERY (1948)
 RD2301
 RD2301'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RAE)
 RD2301'STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
 RD2301
 RD2301                          STATION RECOVERY (1984)
 RD2301
 RD2301'RECOVERY NOTE BY US POWER SQUADRON 1984 (ECF)
 RD2301'CORBETT LIGHT NO. 62 IS NOW LOCATED ON A SINGLE METAL I BEAM PILING
 RD2301'AT THE WATERS EDGE OF THE COLUMBIA RIVER NOT ON RIGHT-OF-WAY OF NEW
 RD2301'COLUMBIA RIVER HIGHWAY.
 RD2301
 RD2301                          STATION RECOVERY (2004)
 RD2301
 RD2301'RECOVERY NOTE BY US POWER SQUADRON 2004 (SO)
 RD2301'THIS LIGHT HAS BEEN REMOVED FROM THE CG LIGHT LIST AND ALSO NO LONGER
 RD2301'SHOWN ON THE CHARTS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2011 ***********************************************************************
 RD2011  DESIGNATION -  CORN
 RD2011  PID         -  RD2011
 RD2011  STATE/COUNTY-  OR/TILLAMOOK
 RD2011  USGS QUAD   -  GARIBALDI (1985)
 RD2011
 RD2011                         *CURRENT SURVEY CONTROL
 RD2011  ___________________________________________________________________
 RD2011* NAD 83(1991)-  45 31 36.58931(N)    123 57 05.27080(W)     ADJUSTED  
 RD2011* NAVD 88     -              **(meters)            **(feet)            
 RD2011  ___________________________________________________________________
 RD2011  LAPLACE CORR-          21.61  (seconds)                    DEFLEC99
 RD2011  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 RD2011  HORZ ORDER  -  THIRD
 RD2011
 RD2011.The horizontal coordinates were established by classical geodetic methods
 RD2011.and adjusted by the National Geodetic Survey in October 1991.
 RD2011
 RD2011
 RD2011.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2011
 RD2011.The geoid height was determined by GEOID03.
 RD2011
 RD2011;                    North         East     Units Scale Factor Converg.
 RD2011;SPC OR N     -   212,464.130 2,230,473.567   MT  0.99991409   -2 26 51.8
 RD2011;SPC OR N     -   697,060.79  7,317,826.66   iFT  0.99991409   -2 26 51.8
 RD2011;UTM  10      - 5,041,917.524   425,700.524   MT  0.99966787   -0 40 44.3
 RD2011
 RD2011                          SUPERSEDED SURVEY CONTROL
 RD2011
 RD2011  NAD 83(1986)-  45 31 36.62081(N)    123 57 05.26453(W) AD(       ) 4
 RD2011  NAD 27      -  45 31 37.24500(N)    123 57 00.77800(W) AD(       ) 3
 RD2011
 RD2011.Superseded values are not recommended for survey control.
 RD2011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2011.See file dsdata.txt to determine how the superseded data were derived.
 RD2011
 RD2011_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR2570141918(NAD 83)
 RD2011
 RD2011  HISTORY     - Date     Condition        Report By
 RD2011  HISTORY     - 1954     MONUMENTED       CGS
 RD2011
 RD2011                          STATION DESCRIPTION
 RD2011
 RD2011'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (FN)
 RD2011'LOCATED ABOUT 7 MILES NORTHWEST OF TILLAMOOK NEAR THE SOUTHWEST
 RD2011'CORNER OF WHAT IS LEFT OF BAY OCEAN ON THE SOUTHEAST SIDE OF A
 RD2011'PROMINENT PAVED STREET INTERSECTION ABOUT 260 FEET WEST OF THE
 RD2011'WEST SHORE OF TILLAMOOK BAY AND ABOUT 8 FEET ABOVE MEAN HIGH
 RD2011'WATER.  STATION IS THE CORNER OF A DILAPIDATED LARGE TWO STORY
 RD2011'FLAT-ROOFED BUILDING UNPAINTED ON SOUTH AND EAST SIDES AND
 RD2011'PAINTED WHITE ON WEST AND NORTH SIDES.  POINT INTERSECTED IS
 RD2011'APPROXIMATELY 35 FEET ABOVE MEAN HIGH WATER AND IS THE
 RD2011'NORTHEAST CORNER OF THE BUILDING AT THE TOP OF THE SECOND
 RD2011'STORY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3726 ***********************************************************************
 RD3726  DESIGNATION -  CORN
 RD3726  PID         -  RD3726
 RD3726  STATE/COUNTY-  OR/WASHINGTON
 RD3726  USGS QUAD   -  LINNTON (1990)
 RD3726
 RD3726                         *CURRENT SURVEY CONTROL
 RD3726  ___________________________________________________________________
 RD3726* NAD 83(1991)-  45 32 23.51726(N)    122 51 41.51669(W)     ADJUSTED  
 RD3726* NAVD 88     -        71.     (meters)     233.     (feet)  SCALED    
 RD3726  ___________________________________________________________________
 RD3726  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 RD3726  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 RD3726  HORZ ORDER  -  SECOND
 RD3726
 RD3726.The horizontal coordinates were established by classical geodetic methods
 RD3726.and adjusted by the National Geodetic Survey in October 1991.
 RD3726
 RD3726.The orthometric height was scaled from a topographic map.
 RD3726
 RD3726.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3726
 RD3726.The geoid height was determined by GEOID03.
 RD3726
 RD3726;                    North         East     Units Scale Factor Converg.
 RD3726;SPC OR N     -   210,849.941 2,315,599.338   MT  0.99991554   -1 40 29.2
 RD3726;SPC OR N     -   691,764.90  7,597,110.69   iFT  0.99991554   -1 40 29.2
 RD3726;UTM  10      - 5,042,934.829   510,810.392   MT  0.99960144   +0 05 55.8
 RD3726
 RD3726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3726!SPC OR N     -   0.99999245  x   0.99991554  =   0.99990799
 RD3726!UTM  10      -   0.99999245  x   0.99960144  =   0.99959390
 RD3726
 RD3726|---------------------------------------------------------------------|
 RD3726| PID    Reference Object                     Distance      Geod. Az  |
 RD3726|                                                           dddmmss.s |
 RD3726| CE2442 CORN RM 2                            11.960 METERS 00158     |
 RD3726| CE2443 CORN RM 4                             7.669 METERS 02511     |
 RD3726| RD3724 SUNSET VALLEY                       APPROX. 4.1 KM 1184434.7 |
 RD3726| CE2441 CORN RM 1                            10.613 METERS 11950     |
 RD3726| RD2740 COOPER                              APPROX. 9.5 KM 1851316.9 |
 RD3726| RD3727 CORN ECC                             29.331 METERS 18733     |
 RD3726|---------------------------------------------------------------------|
 RD3726
 RD3726                          SUPERSEDED SURVEY CONTROL
 RD3726
 RD3726  NAD 83(1986)-  45 32 23.53835(N)    122 51 41.52040(W) AD(       ) 2
 RD3726  NAD 27      -  45 32 24.11622(N)    122 51 37.15674(W) AD(       ) 2
 RD3726
 RD3726.Superseded values are not recommended for survey control.
 RD3726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3726.See file dsdata.txt to determine how the superseded data were derived.
 RD3726
 RD3726_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1081042935(NAD 83)
 RD3726_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RD3726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD3726
 RD3726  HISTORY     - Date     Condition        Report By
 RD3726  HISTORY     - 1962     MONUMENTED       CGS
 RD3726  HISTORY     - 1965     SEE DESCRIPTION  CGS
 RD3726  HISTORY     - 1971     SEE DESCRIPTION  NGS
 RD3726  HISTORY     - 19950325 GOOD             USPSQD
 RD3726
 RD3726                          STATION DESCRIPTION
 RD3726
 RD3726'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 RD3726'THE STATION IS LOCATED ABOUT 2-1/2 MILES SOUTHEAST OF WEST UNION, 2
 RD3726'1/2 MILES NORTHEAST OF ORENCO, AND 2 MILES NORTH OF ELMONICA.
 RD3726'
 RD3726'TO REACH THE STATION FROM THE OVERPASS AT THE INTERSECTION OF U.S.
 RD3726'HIGHWAY 26 AND MURRAY ROAD THAT IS ABOUT 10 MILES WEST OF PORTLAND,
 RD3726'GO NORTHWEST ON U.S. HIGHWAY 26 FOR 2.5 MILES TO THE STATION ON THE
 RD3726'RIGHT, NORTHEAST, SIDE OF THE HIGHWAY.
 RD3726'
 RD3726'THE STATION MARK, STAMPED CORN 1962, IS A STANDARD DISK SET IN THE
 RD3726'TOP OF A 12-INCH SQUARE, CONCRETE POST THAT PROJECTS 2 INCHES.  IT IS
 RD3726'43 FEET NORTHEAST OF THE CENTER OF U.S. HIGHWAY 26 AND 6.7 FEET EAST
 RD3726'OF A WITNESS POST.
 RD3726'
 RD3726'REFERENCE MARK NO. 1, STAMPED CORN NO 1 1962, IS A STANDARD DISK
 RD3726'SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE POST THAT PROJECTS 2
 RD3726'INCHES.  IT IS 43 FEET NORTHEAST OF THE CENTER OF U.S. HIGHWAY 26
 RD3726'AND 41.1 FEET SOUTHEAST OF THE WITNESS POST.
 RD3726'
 RD3726'REFERENCE MARK NO. 2, STAMPED CORN NO 2 1962, IS A STANDARD DISK
 RD3726'SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE POST THAT IS FLUSH
 RD3726'WITH THE GROUND.  IT IS 39.3 FEET NORTHEAST OF THE WITNESS POST
 RD3726'AND 1 FOOT SOUTHWEST OF A WHITE, HIGHWAY RIGHT-OF-WAY POST.
 RD3726'
 RD3726'REFERENCE MARK NO. 3, STAMPED CORN ECC 1962, IS A STANDARD
 RD3726'TRIANGULATION STATION DISK SET IN THE TOP OF A 12-INCH SQUARE,
 RD3726'CONCRETE POST THAT PROJECTS 4 INCHES.  IT IS 48 FEET SOUTHWEST OF
 RD3726'THE CENTER OF U.S. HIGHWAY 26.
 RD3726'
 RD3726'IT IS 63.48 FEET BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 RD3726'NO. 2.
 RD3726'
 RD3726'TRIANGULATION STATION COOPER MAY BE USED AS AN AZIMUTH MARK.  (SEE
 RD3726'DESCRIPTION THEREOF.)
 RD3726
 RD3726                          STATION RECOVERY (1965)
 RD3726
 RD3726'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (PAS)
 RD3726'THE STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED IN GOOD
 RD3726'CONDITION.  REFERENCE MARK NO. 2 WAS FOUND BROKEN OFF AND THE DISK
 RD3726'REMOVED.  CORN ECC (REFERENCE MARK NO. 3 WAS DESTROYED WHEN THE
 RD3726'EAST-BOUND TRAFFIC LANES WERE CONSTRUCTED.  LANDMARKS HAVE CHANGED.
 RD3726'A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 RD3726'
 RD3726'THE STATION IS 10 MILES WEST OF PORTLAND AND 2-1/2 MILES SOUTHEAST OF
 RD3726'THE VILLAGE OF WEST UNION ON THE NORTH RIGHT-OF-WAY OF U.S. HIGHWAY
 RD3726'26.
 RD3726'
 RD3726'THE STATION IS BEST REACHED FROM THE SUNSET VALLEY SCHOOL BY GOING
 RD3726'SOUTH ON MURRAY ROAD FOR 0.05 MILE TO U.S. HIGHWAY 26, TURN RIGHT
 RD3726'AND GO WEST ON U.S. HIGHWAY 26 FOR 2.4 MILES TO THE STATION AND
 RD3726'REFERENCE MARKS ON THE RIGHT.
 RD3726'
 RD3726'THE STATION MARK, STAMPED CORN 1962, IS A STANDARD DISK SET IN A
 RD3726'12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 1 INCH.  IT IS 103
 RD3726'FEET EAST-SOUTHEAST OF POWER AND TELEPHONE POLE NO. 1920, 57 FEET
 RD3726'SOUTH OF THE CENTER OF THE ACCESS ROAD, 43 FEET NORTH OF THE CENTER
 RD3726'WEST-BOUND TRAFFIC LANE OF U.S. HIGHWAY 26 AND 7 FEET EAST-NORTHEAST
 RD3726'OF A METAL WITNESS POST.  (NOTE 1A AND 7A)
 RD3726'
 RD3726'REFERENCE MARK NO. 1, STAMPED CORN NO 1 1962, IS A STANDARD DISK
 RD3726'SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH, 57 FEET
 RD3726'SOUTH OF THE CENTER OF THE ACCESS ROAD, 43 FEET NORTH OF THE CENTER
 RD3726'OF U.S. HIGHWAY 26 (WEST-BOUND LANES) AND 41 FEET EAST OF THE
 RD3726'WITNESS POST.  (NOTE 11A)
 RD3726'
 RD3726'REFERENCE MARK NO. 4, STAMPED CORN NO 4 1962, IS A STANDARD DISK
 RD3726'SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES.
 RD3726'IT IS 99 FEET EAST OF THE POWER AND TELEPHONE POLE, 80 FEET NORTH
 RD3726'OF THE WEST-BOUND TRAFFIC OF U.S. HIGHWAY 26, 32 FEET SOUTH OF THE
 RD3726'CENTER OF THE ACCESS ROAD AND 0.5 FOOT WEST OF A METAL WITNESS
 RD3726'POST.  (NOTE 11A)
 RD3726'
 RD3726'DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 4 IS 44.6 FEET.
 RD3726
 RD3726                          STATION RECOVERY (1971)
 RD3726
 RD3726'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 RD3726'THE STATION MARK, AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 RD3726'CONDITION.  LANDMARKS HAVE CHANGED.  A NEW AND COMPLETE DESCRIPTION
 RD3726'FOLLOWS.
 RD3726'
 RD3726'THE STATION IS 12 MILES WEST OF PORTLAND, 2-1/2 MILES WEST OF THE
 RD3726'VILLAGE OF CEDAR MILL, 0.3 MILE EAST OF THE JUNCTION OF U.S. HIGHWAY
 RD3726'26, AND NORTHWEST 185TH AVENUE, JUST SOUTH OF SOMERSET WEST ON THE
 RD3726'NORTH RIGHT-OF-WAY OF U.S. HIGHWAY 26.
 RD3726'
 RD3726'THE STATION MARK, STAMPED CORN 1962, IS A STANDARD DISK SET IN A
 RD3726'12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH, 57 FEET SOUTHWEST OF
 RD3726'THE CENTER OF NW BRONSON ROAD, 43 FEET NORTHEAST OF THE CENTER OF
 RD3726'U.S. HIGHWAY 26, (WESTBOUND), 7 FEET EAST OF A METAL WITNESS POST,
 RD3726'AND AT THE SOUTH END OF NW 179TH AVENUE.  (NOTE 1A AND 7A)
 RD3726'
 RD3726'REFERENCE MARK NO. 1, STAMPED CORN NO 1 1962, IS A STANDARD DISK
 RD3726'SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 1 INCH, 58
 RD3726'FEET SOUTHWEST OF THE CENTER OF NW BRONSON ROAD, 43 FEET NORTHEAST OF
 RD3726'THE CENTER OF U.S. HIGHWAY 26, (WESTBOUND), AND 41 FEET SOUTHEAST
 RD3726'OF THE WITNESS POST.  (NOTE 11A)
 RD3726'
 RD3726'REFERENCE MARK NO. 4, STAMPED CORN NO 4 1962, IS A STANDARD DISK
 RD3726'SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES, 68
 RD3726'FEET NORTHEAST OF THE CENTER OF U.S. HIGHWAY 26, (WESTBOUND), 32
 RD3726'FEET SOUTHWEST OF THE CENTER OF NW BRONSON ROAD, AND 1 FOOT WEST OF
 RD3726'A METAL WITNESS POST.  (NOTE 11A)
 RD3726'
 RD3726'TRIANGULATION STATION SUNSET VALLEY 1962 MAY BE USED FOR THE
 RD3726'AZIMUTH MARK.  SEE DESCRIPTION THEREOF.
 RD3726'
 RD3726'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 12 MILES WEST OF
 RD3726'PORTLAND.
 RD3726
 RD3726                          STATION RECOVERY (1995)
 RD3726
 RD3726'RECOVERY NOTE BY US POWER SQUADRON 1995
 RD3726'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3727 ***********************************************************************
 RD3727  DESIGNATION -  CORN ECC
 RD3727  PID         -  RD3727
 RD3727  STATE/COUNTY-  OR/WASHINGTON
 RD3727  USGS QUAD   -  LINNTON (1990)
 RD3727
 RD3727                         *CURRENT SURVEY CONTROL
 RD3727  ___________________________________________________________________
 RD3727* NAD 83(1991)-  45 32 22.57544(N)    122 51 41.69429(W)     ADJUSTED  
 RD3727* NAVD 88     -        71.     (meters)     233.     (feet)  SCALED    
 RD3727  ___________________________________________________________________
 RD3727  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 RD3727  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 RD3727  HORZ ORDER  -  SECOND
 RD3727
 RD3727.The horizontal coordinates were established by classical geodetic methods
 RD3727.and adjusted by the National Geodetic Survey in October 1991.
 RD3727
 RD3727.The orthometric height was scaled from a topographic map.
 RD3727
 RD3727.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3727
 RD3727.The geoid height was determined by GEOID03.
 RD3727
 RD3727;                    North         East     Units Scale Factor Converg.
 RD3727;SPC OR N     -   210,820.992 2,315,594.637   MT  0.99991551   -1 40 29.3
 RD3727;SPC OR N     -   691,669.92  7,597,095.27   iFT  0.99991551   -1 40 29.3
 RD3727;UTM  10      - 5,042,905.758   510,806.591   MT  0.99960144   +0 05 55.7
 RD3727
 RD3727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3727!SPC OR N     -   0.99999245  x   0.99991551  =   0.99990796
 RD3727!UTM  10      -   0.99999245  x   0.99960144  =   0.99959390
 RD3727
 RD3727|---------------------------------------------------------------------|
 RD3727| PID    Reference Object                     Distance      Geod. Az  |
 RD3727|                                                           dddmmss.s |
 RD3727| RD3726 CORN                                 29.331 METERS 00733     |
 RD3727| RD2740 COOPER                              APPROX. 9.5 KM 1851250.8 |
 RD3727|---------------------------------------------------------------------|
 RD3727
 RD3727                          SUPERSEDED SURVEY CONTROL
 RD3727
 RD3727  NAD 83(1986)-  45 32 22.59652(N)    122 51 41.69801(W) AD(       ) 2
 RD3727  NAD 27      -  45 32 23.17439(N)    122 51 37.33435(W) AD(       ) 2
 RD3727
 RD3727.Superseded values are not recommended for survey control.
 RD3727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3727.See file dsdata.txt to determine how the superseded data were derived.
 RD3727
 RD3727_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1080742906(NAD 83)
 RD3727
 RD3727  HISTORY     - Date     Condition        Report By
 RD3727  HISTORY     - 1962     MONUMENTED       CGS
 RD3727
 RD3727                          STATION DESCRIPTION
 RD3727
 RD3727'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 RD3727'SEE STATION CORN
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1547 ***********************************************************************
 QD1547  DESIGNATION -  CORNER
 QD1547  PID         -  QD1547
 QD1547  STATE/COUNTY-  OR/WASCO
 QD1547  USGS QUAD   -  KASKELA (1962)
 QD1547
 QD1547                         *CURRENT SURVEY CONTROL
 QD1547  ___________________________________________________________________
 QD1547* NAD 83(1991)-  44 54 24.80893(N)    121 02 11.01928(W)     ADJUSTED  
 QD1547* NAVD 88     -       540.9    (meters)    1775.     (feet)  VERTCON   
 QD1547  ___________________________________________________________________
 QD1547  LAPLACE CORR-           8.41  (seconds)                    DEFLEC99
 QD1547  GEOID HEIGHT-         -21.29  (meters)                     GEOID03
 QD1547  HORZ ORDER  -  THIRD
 QD1547
 QD1547.The horizontal coordinates were established by classical geodetic methods
 QD1547.and adjusted by the National Geodetic Survey in October 1991.
 QD1547
 QD1547.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1547.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1547
 QD1547.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1547
 QD1547.The geoid height was determined by GEOID03.
 QD1547
 QD1547;                    North         East     Units Scale Factor Converg.
 QD1547;SPC OR N     -   137,956.007 2,457,642.907   MT  0.99990497   -0 22 49.5
 QD1547;SPC OR N     -   452,611.57  8,063,132.90   iFT  0.99990497   -0 22 49.5
 QD1547;UTM  10      - 4,974,482.864   655,012.760   MT  0.99989548   +1 23 11.4
 QD1547
 QD1547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1547!SPC OR N     -   0.99991854  x   0.99990497  =   0.99982352
 QD1547!UTM  10      -   0.99991854  x   0.99989548  =   0.99981403
 QD1547
 QD1547|---------------------------------------------------------------------|
 QD1547| PID    Reference Object                     Distance      Geod. Az  |
 QD1547|                                                           dddmmss.s |
 QD1547| CF4249 CORNER RM 1                          11.159 METERS 02541     |
 QD1547| CF4250 CORNER RM 2                          23.602 METERS 30108     |
 QD1547| CF4248 CORNER AZ MK                                       3353858.0 |
 QD1547|---------------------------------------------------------------------|
 QD1547
 QD1547                          SUPERSEDED SURVEY CONTROL
 QD1547
 QD1547  NAD 83(1986)-  44 54 24.81995(N)    121 02 11.01821(W) AD(       ) 3
 QD1547  NAD 27      -  44 54 25.38200(N)    121 02 06.84200(W) AD(       ) 3
 QD1547  NGVD 29 (07/19/86)  539.8    (m)         1771.     (f) VERT ANG    3  
 QD1547
 QD1547.Superseded values are not recommended for survey control.
 QD1547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1547.See file dsdata.txt to determine how the superseded data were derived.
 QD1547
 QD1547_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ5501374483(NAD 83)
 QD1547_MARKER: Z = SEE DESCRIPTION
 QD1547_SETTING: 0 = UNSPECIFIED SETTING
 QD1547
 QD1547  HISTORY     - Date     Condition        Report By
 QD1547  HISTORY     - 1946     MONUMENTED       CGS
 QD1547
 QD1547                          STATION DESCRIPTION
 QD1547
 QD1547'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 QD1547'STATION IS LOCATED ABOUT 19 MILES, AIRLINE, NORTH BY EAST OF
 QD1547'MADRAS, ABOUT 2 MILES EAST BY SOUTH OF THE RAILROAD SIDING AND
 QD1547'WAITING SHACK AT KASKELA, 1-1/2 MILES EAST OF THE DESCHUTES
 QD1547'RIVER, 27 FEET NORTHEAST OF A FENCE CORNER, 23.5 FEET NORTH OF A
 QD1547'WIRE FENCE AND 15.5 FEET WEST OF A WIRE FENCE.  IT IS A STANDARD
 QD1547'DISK STAMPED CORNER 1946 WELDED TO THE TOP OF A 3-INCH SOIL PIPE
 QD1547'THAT PROJECTS 2 INCHES.
 QD1547'
 QD1547'REFERENCE MARK NO. 1 IS NORTH-NORTHEAST OF THE STATION AND 2
 QD1547'FEET WEST OF THE WIRE FENCE.  IT IS STAMPED CORNER NO 1 1946 AND
 QD1547'PROJECTS 3 INCHES.
 QD1547'
 QD1547'REFERENCE MARK NO. 2 IS WEST-NORTHWEST OF THE STATION AND 48
 QD1547'FEET NORTH OF THE WIRE FENCE.  IT IS STAMPED CORNER NO 2 1946 AND
 QD1547'PROJECTS 12 INCHES.
 QD1547'
 QD1547'THE AZIMUTH MARK IS NORTHWEST OF THE STATION AND 60 PACES SOUTH
 QD1547'OF A FARM ROAD.  IT IS ON THE HIGHEST POINT OF A SMALL KNOLL AND
 QD1547'SET IN A BOULDER THAT PROJECTS 12 INCHES.  IT IS STAMPED CORNER
 QD1547'1946.
 QD1547'
 QD1547'TO REACH THE STATION FROM MADRAS, GO NORTH ON U.S. HIGHWAY NO. 97
 QD1547'FOR 27 MILES TO THE JUNCTION WITH OREGON STATE HIGHWAY NO. 50
 QD1547'AND A GRAVEL COUNTY ROAD ON THE LEFT.  THEN LEFT, SOUTHWEST, ON
 QD1547'THE COUNTY ROAD FOR 10.0 MILES TO A CROSSROADS AT A SIGN AXFORD
 QD1547'RANCH.  THEN TURN RIGHT, NORTH, FOR 0.55 MILE TO A FORK.  THEN
 QD1547'RIGHT FORK FOR 2.25 MILES TO A BARN ON THE RIGHT.  PASS THROUGH
 QD1547'A GATE JUST NORTH OF THE BARN FOR 0.05 MILE TO A FORK.  THEN
 QD1547'LEFT FORK FOR 0.2 MILE TO A FORK.  THEN LEFT FORK FOR 0.85
 QD1547'MILE TO A FORK.  THEN LEFT FORK FOR 1.45 MILES TO A REVERSE Y
 QD1547'INTERSECTION.  TURN SHARP RIGHT, EAST, FOR 0.4 MILE TO
 QD1547'THE AZIMUTH MARK ON THE RIGHT.  CONTINUE AHEAD FOR 0.1
 QD1547'MILE TO A GATE.  THEN TURN RIGHT AND GO ACROSS COUNTRY,
 QD1547'KEEPING TO THE RIGHT OF A WIRE FENCE, FOR 0.35 MILE TO THE
 QD1547'STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA1128 ***********************************************************************
 RA1128  DESIGNATION -  CORNER
 RA1128  PID         -  RA1128
 RA1128  STATE/COUNTY-  OR/WALLOWA
 RA1128  USGS QUAD   -  EVANS (1990)
 RA1128
 RA1128                         *CURRENT SURVEY CONTROL
 RA1128  ___________________________________________________________________
 RA1128* NAD 83(1991)-  45 31 35.87737(N)    117 26 41.69406(W)     ADJUSTED  
 RA1128* NAVD 88     -      1015.7    (meters)    3332.     (feet)  VERTCON   
 RA1128  ___________________________________________________________________
 RA1128  LAPLACE CORR-           4.86  (seconds)                    DEFLEC99
 RA1128  GEOID HEIGHT-         -16.74  (meters)                     GEOID03
 RA1128  HORZ ORDER  -  SECOND
 RA1128
 RA1128.The horizontal coordinates were established by classical geodetic methods
 RA1128.and adjusted by the National Geodetic Survey in October 1991.
 RA1128
 RA1128.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1128.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1128
 RA1128.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1128
 RA1128.The geoid height was determined by GEOID03.
 RA1128
 RA1128;                    North         East     Units Scale Factor Converg.
 RA1128;SPC OR N     -   211,195.700 2,738,589.547   MT  0.99991407   +2 09 59.8
 RA1128;SPC OR N     -   692,899.28  8,984,873.84   iFT  0.99991407   +2 09 59.8
 RA1128;UTM  11      - 5,041,551.575   465,256.610   MT  0.99961484   -0 19 02.9
 RA1128
 RA1128!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1128!SPC OR N     -   0.99984340  x   0.99991407  =   0.99975749
 RA1128!UTM  11      -   0.99984340  x   0.99961484  =   0.99945830
 RA1128
 RA1128:                Primary Azimuth Mark                     Grid Az
 RA1128:SPC OR N     -  EVANS                                    136 05 23.3
 RA1128:UTM  11      -  EVANS                                    138 34 26.0
 RA1128
 RA1128|---------------------------------------------------------------------|
 RA1128| PID    Reference Object                     Distance      Geod. Az  |
 RA1128|                                                           dddmmss.s |
 RA1128| RA1129 EVANS                               APPROX. 3.1 KM 1381523.1 |
 RA1128| CF4710 CORNER RM 1                                        15543     |
 RA1128| CF4711 CORNER RM 2                          11.246 METERS 26122     |
 RA1128|---------------------------------------------------------------------|
 RA1128
 RA1128                          SUPERSEDED SURVEY CONTROL
 RA1128
 RA1128  NAD 83(1986)-  45 31 35.88012(N)    117 26 41.68155(W) AD(       ) 2
 RA1128  NAD 27      -  45 31 36.35261(N)    117 26 38.04040(W) AD(       ) 2
 RA1128  NGVD 29 (07/19/86) 1014.6    (m)         3329.     (f) VERT ANG    3  
 RA1128
 RA1128.Superseded values are not recommended for survey control.
 RA1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1128.See file dsdata.txt to determine how the superseded data were derived.
 RA1128
 RA1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML6525741552(NAD 83)
 RA1128_MARKER: Z = SEE DESCRIPTION
 RA1128_SETTING: 0 = UNSPECIFIED SETTING
 RA1128
 RA1128  HISTORY     - Date     Condition        Report By
 RA1128  HISTORY     - 1946     MONUMENTED       CGS
 RA1128  HISTORY     - 1968     SEE DESCRIPTION  CGS
 RA1128
 RA1128                          STATION DESCRIPTION
 RA1128
 RA1128'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JTJ)
 RA1128'THE STATION IS LOCATED 5-1/2 MILES SOUTHEAST FROM WALLOWA, 3
 RA1128'MILES NORTH FROM LOSTINE, ON A PROMINENT RIDGE WHICH RUNS NORTH
 RA1128'AND SOUTH.  IT IS SITUATED 39 FEET WEST FROM THE FENCE CORNER AND A
 RA1128'CULTIVATED FIELD AND 5-1/2 FEET NORTH FROM AN EAST-WEST
 RA1128'FENCELINE.  THE MARK IS A STANDARD UNITED STATES COAST AND
 RA1128'GEODETIC SURVEY TRIANGULATION STATION DISK WELDED TO THE TOP OF
 RA1128'A 3 INCH IRON PIPE WHICH PROJECTS 5 INCHES.  IT IS STAMPED CORNER
 RA1128'1946.
 RA1128'
 RA1128'REFERENCE MARK NO. 1 IS SOUTH-SOUTHEAST FROM THE STATION, IN AN
 RA1128'NORTH-SOUTH FENCELINE.  THE MARK IS A STANDARD UNITED STATES
 RA1128'COAST AND GEODETIC SURVEY REFERENCE MARK DISK WELDED TO THE TOP
 RA1128'OF A 3 INCH IRON PIPE WHICH PROJECTS 8 INCHES.  IT IS STAMPED
 RA1128'CORNER NO 1 1946.
 RA1128'
 RA1128'REFERENCE MARK NO. 2 IS WEST FROM THE STATION, IN AN EAST-WEST
 RA1128'FENCELINE.  THE MARK IS A STANDARD UNITED STATES COAST AND
 RA1128'GEODETIC SURVEY REFERENCE MARK DISK WELDED TO THE TOP OF A 3 INCH
 RA1128'IRON PIPE WHICH PROJECTS 4 INCHES.  THE DISK IS STAMPED CORNER NO
 RA1128'2 1946.
 RA1128'
 RA1128'PICTURE POINT NO. 1 IS THE NORTHEAST CORNER OF THE FENCE WHICH IS
 RA1128'EAST FROM THE STATION.
 RA1128'
 RA1128'PICTURE POINT NO. 2 IS THE SOUTHWEST CORNER OF THE FENCE WHICH IS
 RA1128'SOUTH FROM THE STATION.
 RA1128'
 RA1128'TO REACH THE STATION FROM THE JUNCTION OF WHISKEY CREEK ROAD AND
 RA1128'STATE HIGHWAY 82 AT WALLOWA, GO EASTERLY FOR 1.8 MILES TO A Y
 RA1128'JUNCTION AND A SMALL BRIDGE, TURN RIGHT AND CROSS THE BRIDGE AND
 RA1128'CONTINUE FOR 1.1 MILES TO A FORKS, TAKE THE LEFT FORK AND GO 1.8
 RA1128'MILES TO A FORKS AND A SIGN LOSTINE 5 MILES, TURN RIGHT AND GO
 RA1128'0.7 MILE TO A FORKS, KEEP LEFT AND GO 1.3 MILES TO A FARM HOUSE
 RA1128'ON THE RIGHT AND A WIRE GATE ON THE LEFT.  PASS THROUGH THE GATE
 RA1128'AND GO UP-GRADE FOR 0.25 MILES TO THE TOP OF THE RIDGE AND A
 RA1128'CULTIVATED FIELD.  TURN RIGHT AND FOLLOW ALONG THE WEST SIDE OF
 RA1128'THE FIELD FOR 0.15 MILE TO THE STATION AS DESCRIBED.
 RA1128
 RA1128                          STATION RECOVERY (1968)
 RA1128
 RA1128'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (NET)
 RA1128'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 RA1128'WERE RECOVERED IN GOOD CONDITION.  DIFFERENCES IN THE ORIGINAL
 RA1128'DESCRIPTION WAS FOUND.  LANDMARKS HAVE CHANGED.  A NEW AND
 RA1128'COMPLETE DESCRIPTION FOLLOWS.
 RA1128'
 RA1128'THE STATION IS 5 MILES SOUTHEAST OF WALLOWA AND 3 MILES NORTH
 RA1128'OF LOSTINE ON A PROMINENT NORTH-SOUTH RIDGE ON LAND OWNED BY
 RA1128'MR. HERSHELL SCOTT.
 RA1128'
 RA1128'TO REACH THE STATION FROM THE LOSTINE POST OFFICE GO NORTHWEST
 RA1128'ON STATE HIGHWAY 82 FOR 0.6 MILE TO A FORK, TAKE THE RIGHT FORK,
 RA1128'LEAVING THE HIGHWAY AND GO STRAIGHT AHEAD FOR 0.2 MILE TO A FORK,
 RA1128'TAKE THE RIGHT FORK AND GO NORTH, NORTHWEST AND NORTH ON THE
 RA1128'GRAVELED ROAD FOR 2.2 MILES TO A T FENCE CORNER ON THE RIGHT THAT
 RA1128'IS MID-WAY BETWEEN TWO SETS OF RANCH BUILDINGS ON THE LEFT SIDE
 RA1128'OF THE ROAD AND THE END OF TRUCK TRAVEL.  PACK EAST ON THE
 RA1128'NORTH SIDE OF THE FENCE FOR 1/4 MILE TO THE STATION.
 RA1128'
 RA1128'THE STATION MARK, STAMPED CORNER 1946, IS A STANDARD DISK WELDED
 RA1128'TO THE TOP OF A 3-INCH IRON PIPE THAT PROJECTS 4 INCHES.  IT IS
 RA1128'39 FEET WEST OF A GATE IN THE EAST-WEST FENCE LINE, 6 FEET NORTH
 RA1128'OF THE FENCE LINE, 1 FOOT SOUTH OF A ROCK CAIRN AND 1 FOOT EAST OF
 RA1128'A METAL WITNESS POST.
 RA1128'
 RA1128'REFERENCE MARK NO. 1, STAMPED CORNER NO 1 1946, IS A STANDARD
 RA1128'DISK WELDED TO THE TOP OF A 3-INCH IRON PIPE THAT PROJECTS 4 INCHES,
 RA1128'91 FEET SOUTHEAST OF THE WITNESS POST AND 76 FEET SOUTH OF THE
 RA1128'GATE IN THE EAST-WEST FENCE LINE.
 RA1128'
 RA1128'REFERENCE MARK NO. 2, STAMPED CORNER NO 2 1946, IS A STANDARD
 RA1128'DISK WELDED TO THE TOP OF A 3-INCH IRON PIPE THAT PROJECTS 3
 RA1128'INCHES, 36 FEET WEST OF THE WITNESS POST AND UNDER THE EAST-WEST
 RA1128'FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2463 ***********************************************************************
 QE2463  DESIGNATION -  CORNER
 QE2463  PID         -  QE2463
 QE2463  STATE/COUNTY-  OR/LINCOLN
 QE2463  USGS QUAD   -  NEWPORT NORTH (1984)
 QE2463
 QE2463                         *CURRENT SURVEY CONTROL
 QE2463  ___________________________________________________________________
 QE2463* NAD 83(1991)-  44 37 36.51736(N)    124 02 10.43148(W)     ADJUSTED  
 QE2463* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 QE2463  ___________________________________________________________________
 QE2463  LAPLACE CORR-          16.27  (seconds)                    DEFLEC99
 QE2463  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 QE2463  HORZ ORDER  -  THIRD
 QE2463
 QE2463.The horizontal coordinates were established by classical geodetic methods
 QE2463.and adjusted by the National Geodetic Survey in October 1991.
 QE2463
 QE2463.The orthometric height was scaled from a topographic map.
 QE2463
 QE2463.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2463
 QE2463.The geoid height was determined by GEOID03.
 QE2463
 QE2463;                    North         East     Units Scale Factor Converg.
 QE2463;SPC OR N     -   112,833.400 2,219,482.083   MT  0.99993902   -2 30 28.2
 QE2463;SPC OR N     -   370,188.32  7,281,765.36   iFT  0.99993902   -2 30 28.2
 QE2463;UTM  10      - 4,942,017.320   417,800.664   MT  0.99968309   -0 43 40.7
 QE2463
 QE2463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2463!SPC OR N     -   1.00000357  x   0.99993902  =   0.99994259
 QE2463!UTM  10      -   1.00000357  x   0.99968309  =   0.99968666
 QE2463
 QE2463:                Primary Azimuth Mark                     Grid Az
 QE2463:SPC OR N     -  WIRE                                     236 25 37.2
 QE2463:UTM  10      -  WIRE                                     234 38 49.7
 QE2463
 QE2463|---------------------------------------------------------------------|
 QE2463| PID    Reference Object                     Distance      Geod. Az  |
 QE2463|                                                           dddmmss.s |
 QE2463| QE1109 WIRE                                APPROX. 1.5 KM 2335509.0 |
 QE2463| QE2524 YAQUINA BAY ENT RNG REAR LIGHT      APPROX. 1.7 KM 2451427.3 |
 QE2463| QE2507 YAQUINA OLD LIGHTHOUSE              APPROX. 2.1 KM 2620551.2 |
 QE2463| QE2456 YAQUINA BAY LIGHT 10                APPROX. 0.9 KM 2632449.0 |
 QE2463| QE2451 YAQUINA BAY BOAT BASIN W LIGHT      APPROX. 1.2 KM 2854911.1 |
 QE2463| QE2464 YAQUINA BAY BOAT BASIN E LIGHT      415.038 METERS 2951405.8 |
 QE2463|---------------------------------------------------------------------|
 QE2463
 QE2463                          SUPERSEDED SURVEY CONTROL
 QE2463
 QE2463  NAD 83(1986)-  44 37 36.55218(N)    124 02 10.47842(W) AD(       ) 3
 QE2463  NAD 27      -  44 37 37.13200(N)    124 02 06.07100(W) AD(       ) 3
 QE2463
 QE2463.Superseded values are not recommended for survey control.
 QE2463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2463.See file dsdata.txt to determine how the superseded data were derived.
 QE2463
 QE2463_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ1780142017(NAD 83)
 QE2463
 QE2463  HISTORY     - Date     Condition        Report By
 QE2463  HISTORY     - 1953     MONUMENTED       CGS
 QE2463
 QE2463                          STATION DESCRIPTION
 QE2463
 QE2463'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (FAR)
 QE2463'THE STATION IS LOCATED ABOUT 1 MI. E OF NEWPORT, ON MC LEAN POINT,
 QE2463'AT THE SW CORNER OF THE ROCK AND EARTH FILL WHICH IS USED AS A
 QE2463'LUMBER STORAGE AREA, 57.9 M. S OF THE SW CORNER OF A QUONSET-TYPE
 QE2463'BUILDING, 2.2 M. E OF THE E EDGE OF THE STEEL RAIL (15 FT. HIGH)
 QE2463'DRIVEN INTO THE GROUND ABOUT 2 M. OUTSIDE THE HIGH-WATERLINE,
 QE2463'0.55 M. E OF A NAIL DRIVEN IN A W WOODEN BULKHEAD AROUND THE
 QE2463'FILL, AND 0.82 M. N OF THE NAIL IN THE S BULKHEAD.  THE STATION
 QE2463'MARK IS A NAIL, IN THE WOODEN PLUG IN THE END OF A 1-IN. PIPE,
 QE2463'DRIVEN INTO THE GROUND 3 FT. AND PROJECTING 3 IN.  APPROXIMATE
 QE2463'ELEVATION ABOVE HIGH-WATERMARK IS 2 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1182 ***********************************************************************
 OA1182  DESIGNATION -  CORNWALL
 OA1182  PID         -  OA1182
 OA1182  STATE/COUNTY-  OR/DOUGLAS
 OA1182  USGS QUAD   -  WINCHESTER BAY (1985)
 OA1182
 OA1182                         *CURRENT SURVEY CONTROL
 OA1182  ___________________________________________________________________
 OA1182* NAD 83(1991)-  43 41 13.26196(N)    124 10 42.28610(W)     ADJUSTED  
 OA1182* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 OA1182  ___________________________________________________________________
 OA1182  LAPLACE CORR-          15.27  (seconds)                    DEFLEC99
 OA1182  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 OA1182  HORZ ORDER  -  THIRD
 OA1182
 OA1182.The horizontal coordinates were established by classical geodetic methods
 OA1182.and adjusted by the National Geodetic Survey in October 1991.
 OA1182
 OA1182.The orthometric height was scaled from a topographic map.
 OA1182
 OA1182.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1182
 OA1182.The geoid height was determined by GEOID03.
 OA1182
 OA1182;                    North         East     Units Scale Factor Converg.
 OA1182;SPC OR S     -   230,941.392 1,203,536.491   MT  0.99993551   -2 30 59.7
 OA1182;SPC OR S     -   757,681.73  3,948,610.53   iFT  0.99993551   -2 30 59.7
 OA1182;UTM  10      - 4,837,786.141   405,026.249   MT  0.99971095   -0 48 50.4
 OA1182
 OA1182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1182!SPC OR S     -   1.00000333  x   0.99993551  =   0.99993884
 OA1182!UTM  10      -   1.00000333  x   0.99971095  =   0.99971428
 OA1182
 OA1182:                Primary Azimuth Mark                     Grid Az
 OA1182:SPC OR S     -  COAST GUARD STATION FLAGPOLE             008 05 17.7
 OA1182:UTM  10      -  COAST GUARD STATION FLAGPOLE             006 23 08.4
 OA1182
 OA1182|---------------------------------------------------------------------|
 OA1182| PID    Reference Object                     Distance      Geod. Az  |
 OA1182|                                                           dddmmss.s |
 OA1182| OA1183 COAST GUARD STATION FLAGPOLE        APPROX. 1.0 KM 0053418.0 |
 OA1182| OA1197 WINCHESTER                          APPROX. 1.6 KM 2113246.4 |
 OA1182| OA1186 UMPQUA COAST GUARD LOOKOUT          APPROX. 1.2 KM 2583935.9 |
 OA1182|---------------------------------------------------------------------|
 OA1182
 OA1182                          SUPERSEDED SURVEY CONTROL
 OA1182
 OA1182  NAD 83(1986)-  43 41 13.26545(N)    124 10 42.33422(W) AD(       ) 3
 OA1182  NAD 27      -  43 41 13.83100(N)    124 10 37.93900(W) AD(       ) 3
 OA1182
 OA1182.Superseded values are not recommended for survey control.
 OA1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1182.See file dsdata.txt to determine how the superseded data were derived.
 OA1182
 OA1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP0502637786(NAD 83)
 OA1182_MAGNETIC: P = MARKER IS A STEEL PIPE
 OA1182
 OA1182  HISTORY     - Date     Condition        Report By
 OA1182  HISTORY     - 1920     MONUMENTED       USE
 OA1182  HISTORY     - 1956     SEE DESCRIPTION  USN
 OA1182  HISTORY     - 1967     SEE DESCRIPTION  CGS
 OA1182  HISTORY     - 1971     SEE DESCRIPTION  NGS
 OA1182  HISTORY     - 1980     GOOD             NOS
 OA1182
 OA1182                          STATION DESCRIPTION
 OA1182
 OA1182'DESCRIBED BY US ENGINEERS 1920 (OWS)
 OA1182'LOCATED ON THE BOLD POINT ON THE NE SIDE OF THE ENTRANCE TO
 OA1182'WINCHESTER BAY.  IT IS ON THE LAST PART OF THE POINT TO THE E
 OA1182'THAT SEES STATION WINCHESTER.
 OA1182'
 OA1182'MARKED BY A 10-INCH SQUARE CONCRETE POST WITH A 3/4-INCH PIPE
 OA1182'PROJECTING FROM THE CENTER OF THE TOP.  THE LETTERS
 OA1182'U.S. ENG. CORNWALL APPEAR ON TOP OF THE POST.
 OA1182'
 OA1182'MARKED BY U.S. ENGINEERS ABOUT 1916.
 OA1182
 OA1182                          STATION RECOVERY (1956)
 OA1182
 OA1182'RECOVERY NOTE BY US NAVY 1956 (CDG)
 OA1182'STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION WITH THE
 OA1182'FOLLOWING ADDITIONS--
 OA1182'
 OA1182'THE STATION MAY BEST BE REACHED BY FOLLOWING THE SAND BEACH
 OA1182'NORTHWARD FROM THE FISHING BOAT DOCKS AT WINCHESTER BAY ONLY AT
 OA1182'LOW TIDE TO THE MOST WESTWARD PROMINENT POINT.  THE ELEVATION OF
 OA1182'THE STATION IS APPROXIMATELY 30 FEET.
 OA1182'
 OA1182'AT PRESENT AN 8 FOOT HIGH RANGE BEACON IS LOCATED 3.5 FEET EAST
 OA1182'OF THE STATION MARK.
 OA1182'
 OA1182'THE CONCRETE PILLAR WAS FOUND IN GOOD CONDITION AND VERY FIRMLY
 OA1182'SET IN THE GROUND BUT THE RAISED 3/4 IN PIPE SET IN THE CONCRETE WAS
 OA1182'CONSIDERABLY OUT OF PLUMB.
 OA1182
 OA1182                          STATION RECOVERY (1967)
 OA1182
 OA1182'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (NET)
 OA1182'THE STATION WAS RECOVERED AS DESCRIBED.  THE FOLLOWING IS AN
 OA1182'ALTERNATE TO REACH.
 OA1182'
 OA1182'TO REACH THE STATION FROM THE U.S. COAST GUARD UMPQUA RIVER
 OA1182'STATION AT WINCHESTER BAY HIKE NORTH ALONG THE EAST BANK OF THE
 OA1182'RIVER, DURING THE LOWER STAGE OF THE TIDE, FOR ABOUT 5 MINUTES
 OA1182'TO THE MARK ON THE RIGHT, ABOUT 30 FEET ABOVE HIGH WATER AND 3
 OA1182'FEET WEST OF A HYDROGRAPHIC SIGNAL.
 OA1182
 OA1182                          STATION RECOVERY (1971)
 OA1182
 OA1182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RBM)
 OA1182'RECOVERED, ABOUT 1/2 MILE NORTH OF THE TOWN OF WINCHESTER BAY,
 OA1182'ON THE EAST SHORE OF THE UMPQUA RIVER, ON CORNWALL POINT, ABOUT
 OA1182'30 FEET ABOVE THE RIVER ON THE STEEP SLOPE OF A HILL.
 OA1182'
 OA1182'THE STATION IS THE CENTER OF A LENGTH OF 3/4 INCH IRON PIPE
 OA1182'IMBEDDED IN THE CENTER OF AN 8 INCH SQUARE CONCRETE POST.  THE
 OA1182'PIPE LEANS SLIGHTLY TO THE WEST.  CORNWAL 1915 USE IS INSCRIBED
 OA1182'IN THE TOP OF THE CONCRETE POST.  THE TOP OF THE POST IS ABOUT
 OA1182'1 INCH BELOW THE SURFACE OF THE GROUND AND 3.5 FEET WEST OF A
 OA1182'WHITE, WOODEN HYDROGRAPHIC SIGNAL.
 OA1182'
 OA1182'THE STATION CAN BE REACHED AT LOW TIDE BY FOLLOWING THE SHORELINE
 OA1182'NORTHWARD FROM THE COAST GUARD STATION TO THE NORTHERNMOST TIP OF
 OA1182'THE POINT, THEN CLIMB ABOUT 30 FEET IN ELEVATION TO THE
 OA1182'STATION.  AT HIGH TIDE, THE STATION IS BEST REACHED BY LANDING A
 OA1182'SMALL BOAT ON THE POINT, BELOW THE STATION.
 OA1182'
 OA1182'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OA1182'1/2 MILE NORTH OF WINCHESTER BAY.
 OA1182
 OA1182                          STATION RECOVERY (1980)
 OA1182
 OA1182'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RBM)
 OA1182'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 OA1182'
 OA1182'THE STATION IS A LENGTH OF 3/4-INCH IRON PIPE IMBEDDED IN THE
 OA1182'TOP OF AN 8-INCH SQUARE CONCRETE MONUMENT, THAT IS ABOUT
 OA1182'1-INCH BELOW THE SURFACE OF THE GROUND AND ON A STEEP
 OA1182'HILLSIDE.
 OA1182'
 OA1182'THE TOP OF THE MONUMENT IS INSCRIBED---CORNWAL 1915 USE---.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0534 ***********************************************************************
 QD0534  DESIGNATION -  CORRAL
 QD0534  PID         -  QD0534
 QD0534  STATE/COUNTY-  OR/JEFFERSON
 QD0534  USGS QUAD   -  POTTERS PONDS (1963)
 QD0534
 QD0534                         *CURRENT SURVEY CONTROL
 QD0534  ___________________________________________________________________
 QD0534* NAD 83(1991)-  44 49 03.15340(N)    121 24 37.68283(W)     ADJUSTED  
 QD0534* NAVD 88     -       831.706  (meters)    2728.69   (feet)  ADJUSTED  
 QD0534  ___________________________________________________________________
 QD0534  LAPLACE CORR-          -2.77  (seconds)                    DEFLEC99
 QD0534  GEOID HEIGHT-         -21.56  (meters)                     GEOID03
 QD0534  DYNAMIC HT  -         831.489 (meters)    2727.98  (feet)  COMP
 QD0534  MODELED GRAV-     980,328.0   (mgal)                       NAVD 88
 QD0534
 QD0534  HORZ ORDER  -  SECOND
 QD0534  VERT ORDER  -  SECOND    CLASS 0
 QD0534
 QD0534.The horizontal coordinates were established by classical geodetic methods
 QD0534.and adjusted by the National Geodetic Survey in October 1991.
 QD0534
 QD0534.The orthometric height was determined by differential leveling
 QD0534.and adjusted in June 1991.
 QD0534
 QD0534.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD0534
 QD0534.The geoid height was determined by GEOID03.
 QD0534
 QD0534.The dynamic height is computed by dividing the NAVD 88
 QD0534.geopotential number by the normal gravity value computed on the
 QD0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0534.degrees latitude (g = 980.6199 gals.).
 QD0534
 QD0534.The modeled gravity was interpolated from observed gravity values.
 QD0534
 QD0534;                    North         East     Units Scale Factor Converg.
 QD0534;SPC OR N     -   128,292.799 2,427,992.822   MT  0.99991326   -0 38 44.5
 QD0534;SPC OR N     -   420,908.13  7,965,855.72   iFT  0.99991326   -0 38 44.5
 QD0534;UTM  10      - 4,963,910.946   625,676.577   MT  0.99979422   +1 07 13.9
 QD0534
 QD0534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD0534!SPC OR N     -   0.99987299  x   0.99991326  =   0.99978626
 QD0534!UTM  10      -   0.99987299  x   0.99979422  =   0.99966724
 QD0534
 QD0534|---------------------------------------------------------------------|
 QD0534| PID    Reference Object                     Distance      Geod. Az  |
 QD0534|                                                           dddmmss.s |
 QD0534| QD0533 CORRAL RM 1                          10.248 METERS 00114     |
 QD0534| QD0535 CORRAL RM 2                          10.531 METERS 10318     |
 QD0534| QD1738 SHITIKE BUTTE LOOKOUT TOWER         APPROX.17.8 KM 2430727.2 |
 QD0534| QD1744 OLALLIE BUTTE LOOKOUT HOUSE         APPROX.28.0 KM 2710403.1 |
 QD0534| RC2248 BEAVER BUTTE LOOKOUT HOUSE          APPROX.30.4 KM 3323519.2 |
 QD0534| QD0532 CORRAL AZ MK                                       3531433.0 |
 QD0534|---------------------------------------------------------------------|
 QD0534
 QD0534                          SUPERSEDED SURVEY CONTROL
 QD0534
 QD0534  NAD 83(1986)-  44 49 03.16398(N)    121 24 37.68469(W) AD(       ) 2
 QD0534  NAD 27      -  44 49 03.74700(N)    121 24 33.47900(W) AD(       ) 2
 QD0534  NGVD 29 (??/??/92)  830.608  (m)         2725.09   (f) ADJ UNCH    2 0
 QD0534
 QD0534.Superseded values are not recommended for survey control.
 QD0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0534.See file dsdata.txt to determine how the superseded data were derived.
 QD0534
 QD0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ2567763911(NAD 83)
 QD0534_MARKER: DS = TRIANGULATION STATION DISK
 QD0534_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QD0534_SP_SET: IRON PIPE
 QD0534_STAMPING: CORRAL 1946
 QD0534_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0534
 QD0534  HISTORY     - Date     Condition        Report By
 QD0534  HISTORY     - 1946     MONUMENTED       CGS
 QD0534  HISTORY     - 1958     GOOD             USGS
 QD0534  HISTORY     - 1959     SEE DESCRIPTION  BPA
 QD0534  HISTORY     - 1969     GOOD             NGS
 QD0534
 QD0534                          STATION DESCRIPTION
 QD0534
 QD0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 QD0534'THE STATION IS LOCATED ON THE WARM SPRINGS INDIAN RESERVATION,
 QD0534'ABOUT 8 MILES WEST NORTHWEST OF WARM SPRINGS, ABOUT 5 MILES
 QD0534'SOUTH OF THE INTERSECTION OF MILL CREEK WITH THE WARM SPRINGS
 QD0534'RIVER, ABOUT 2 MILES NORTH OF SHITIKE CREEK, ABOUT 0.5 MILE
 QD0534'SOUTH OF THE ROAD WHICH RUNS BETWEEN WARM SPRINGS AND THE HEHE
 QD0534'MILL, 56 FEET WEST OF AN OLD FENCE LINE AND 37 FEET EAST OF THE
 QD0534'CENTER OF A TRACK ROAD
 QD0534'
 QD0534'TO REACH FROM THE ENTRANCE GATE OF THE WARM SPRINGS INDIAN
 QD0534'RESERVATION HEADQUARTERS.  GO WEST ON THE HIGHWAY FOR 9.1 MILES,
 QD0534'PASS A WINDMILL ON THE RIGHT HAND SIDE OF THE ROAD AND CONTINUE
 QD0534'WEST FOR 0.5 MILE, TURN LEFT, SOUTH, AND FOLLOW A TRACK ROAD
 QD0534'SOUTH FOR 0.3 MILE TO A POINT WHERE THE ROAD LEAVES THE FENCE
 QD0534'LINE, (AZIMUTH MARK IS SET AT THIS POINT) LEAVE THE ROAD AND GO
 QD0534'SOUTH, ACROSS COUNTRY, FOLLOWING THE OLD FENCE LINE FOR 0.3
 QD0534'MILE TO THE STATION.
 QD0534'
 QD0534'THE STATION IS A STANDARD DISK, STAMPED CORRAL 1946, BRAZED TO
 QD0534'THE TOP OF A 3 INCH CAST IRON SOIL PIPE WHICH PROJECTS ABOUT 5
 QD0534'INCHES.
 QD0534'
 QD0534'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED CORRAL NO 1
 QD0534'1946, BRAZED TO THE TOP OF A 3 INCH CAST IRON SOIL PIPE WHICH
 QD0534'PROJECTS ABOUT 5 INCHES AND IS LEVEL WITH THE STATION.  THE DISK
 QD0534'IS LOCATED 55 FEET WEST OF AN OLD FENCE LINE AND 22 FEET EAST OF
 QD0534'THE CENTER OF A TRACK ROAD.
 QD0534'
 QD0534'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED CORRAL NO 2
 QD0534'1946, BRAZED TO THE TOP OF A 3 INCH CAST IRON SOIL PIPE WHICH
 QD0534'PROJECTS ABOUT 8 INCHES AND IS LEVEL WITH THE STATION.  THE DISK
 QD0534'IS SET 68 FEET EAST OF THE CENTER OF A TRACK ROAD AND 23 FEET
 QD0534'WEST OF AN OLD FENCE LINE.
 QD0534'
 QD0534'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CORRAL 1946,
 QD0534'BRAZED TO THE TOP OF A 3 INCH CAST IRON SOIL PIPE WHICH PROJECTS
 QD0534'ABOUT 5 INCHES.  IT IS LOCATED ABOUT 0.3 MILE NORTH NORTHWEST OF
 QD0534'THE STATION, ABOUT 100 YARDS NORTHWEST OF A FENCE CORNER, 55
 QD0534'FEET EAST OF THE CENTER OF A TRACK ROAD AND 52 FEET SOUTHEAST OF
 QD0534'A WHITE POST.
 QD0534
 QD0534                          STATION RECOVERY (1958)
 QD0534
 QD0534'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 QD0534'RECOVERED AS DESCRIBED BY NGS.  ALL MARKS IN GOOD CONDITION.  RMS
 QD0534'NOT OBSERVED.  NEW DESCRIPTION FOLLOWS.
 QD0534'
 QD0534'LOCATED ABOUT 7 MI NW. OF WARM SPRINGS, 0.5 MI S. OF RD. TO BLUE
 QD0534'LAKE.  ON WARM SPRINGS INDIAN RESERVATION.
 QD0534'
 QD0534'TO REACH FROM WARM SPRINGS AGENCY HEADQUARTERS, DRIVE 6.9 MI ON
 QD0534'U.S. HWY. 26 TO JEFFERSON COUNTY LINE.  TURN LEFT ON RD. TO BLUE
 QD0534'LAKE 2 MI TO RD. LEFT (S.).  TURN LEFT 0.2 MI TO RD. FORKS.  TAKE
 QD0534'LEFT FORK STRAIGHT AHEAD 0.3 MI TO STATION ON RIGHT 190 FT. SSW.
 QD0534'OF FENCE CORNER.
 QD0534
 QD0534                          STATION RECOVERY (1959)
 QD0534
 QD0534'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1959
 QD0534'TO REACH FROM THE ENTRANCE GATE OF THE WARM SPRING INDIAN AGENCY
 QD0534'HEADQUARTERS GO WEST ON U.S. HIGHWAY 26 FOR 7.0 MILES TO A SIDE
 QD0534'ROAD LEFT AT THE WASCO-JEFFERSON COUNTY LINE.  TURN LEFT W. ON
 QD0534'DIRT ROAD AND GO 2.1 MILE TO A FORK.  TAKE LEFT FORK S. FOR 0.3
 QD0534'MILE TO A FORK, AND AZIMUTH MARK ON RIGHT AS PER SKETCH.
 QD0534'CONTINUE STRAIGHT AHEAD FOR 0.3 MILE TO STATION ON THE RIGHT.
 QD0534
 QD0534                          STATION RECOVERY (1969)
 QD0534
 QD0534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 QD0534'9.8 MI NW FROM WARM SPRINGS.
 QD0534'7.1 MILES NORTHWEST ALONG STATE HIGHWAY 52 FROM WARM SPRINGS AGENCY AT
 QD0534'WARM SPRINGS, THENCE 2.1 MILES WEST ALONG THE AGENCY-HEHE-FOREST
 QD0534'BOUNDRY ROAD, THENCE 0.3 MILE SOUTH ALONG A DIRT ROAD, THENCE 0.3 MILE
 QD0534'SOUTHEAST ALONG A FENCE LINE, ON WARM SPRINGS INDIAN RESERVATION, 184
 QD0534'FEET SOUTH OF A FENCE CORNER, 36 1/2 FEET EAST OF THE CENTER LINE OF A
 QD0534'DIM TRACK ROAD, 34.6 FEET WEST OF R.M. 2, 33.6 FEET SOUTHEAST OF R.M.
 QD0534'1, AND BRAZED ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.4 FOOT
 QD0534'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0532 ***********************************************************************
 QD0532  DESIGNATION -  CORRAL AZ MK
 QD0532  PID         -  QD0532
 QD0532  STATE/COUNTY-  OR/JEFFERSON
 QD0532  USGS QUAD   -  POTTERS PONDS (1963)
 QD0532
 QD0532                         *CURRENT SURVEY CONTROL
 QD0532  ___________________________________________________________________
 QD0532* NAD 83(1986)-  44 49 15.     (N)    121 24 39.     (W)     SCALED    
 QD0532* NAVD 88     -       832.864  (meters)    2732.49   (feet)  ADJUSTED  
 QD0532  ___________________________________________________________________
 QD0532  GEOID HEIGHT-         -21.55  (meters)                     GEOID03
 QD0532  DYNAMIC HT  -         832.647 (meters)    2731.78  (feet)  COMP
 QD0532  MODELED GRAV-     980,328.7   (mgal)                       NAVD 88
 QD0532
 QD0532  VERT ORDER  -  SECOND    CLASS 0
 QD0532
 QD0532.The horizontal coordinates were scaled from a topographic map and have
 QD0532.an estimated accuracy of +/- 6 seconds.
 QD0532
 QD0532.The orthometric height was determined by differential leveling
 QD0532.and adjusted in June 1991.
 QD0532
 QD0532.The geoid height was determined by GEOID03.
 QD0532
 QD0532.The dynamic height is computed by dividing the NAVD 88
 QD0532.geopotential number by the normal gravity value computed on the
 QD0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0532.degrees latitude (g = 980.6199 gals.).
 QD0532
 QD0532.The modeled gravity was interpolated from observed gravity values.
 QD0532
 QD0532;                    North         East    Units  Estimated Accuracy
 QD0532;SPC OR N     -   128,660.    2,427,970.      MT  (+/- 180 meters Scaled)
 QD0532
 QD0532                          SUPERSEDED SURVEY CONTROL
 QD0532
 QD0532  NGVD 29 (??/??/92)  831.765  (m)         2728.88   (f) ADJ UNCH    2 0
 QD0532
 QD0532.Superseded values are not recommended for survey control.
 QD0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0532.See file dsdata.txt to determine how the superseded data were derived.
 QD0532
 QD0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ256642(NAD 83)
 QD0532_MARKER: DZ = AZIMUTH MARK DISK
 QD0532_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QD0532_SP_SET: IRON PIPE
 QD0532_STAMPING: CORRAL 1946
 QD0532_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0532
 QD0532  HISTORY     - Date     Condition        Report By
 QD0532  HISTORY     - 1946     MONUMENTED       CGS
 QD0532  HISTORY     - 1949     GOOD             NGS
 QD0532
 QD0532                          STATION DESCRIPTION
 QD0532
 QD0532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 QD0532'9.5 MI NW FROM WARM SPRINGS.
 QD0532'7.1 MILES NORTHWEST ALONG STATE HIGHWAY 52 FROM WARM SPRINGS AGENCY AT
 QD0532'WARM SPRINGS, THENCE 2.1 MILES WEST ALONG THE AGENCY-HEHE-FOREST
 QD0532'BOUNDRY ROAD, THENCE 0.3 MILE SOUTH ALONG A DIRT ROAD, ON WARM SPRINGS
 QD0532'INDIAN RESERVATION, ON THE TOP OF A SMALL KNOLL, AT A POINT WHERE THE
 QD0532'ROAD LEAVES A FENCE LINE, 0.3 MILE NORTHWEST OF CORRAL, 137 FEET WEST
 QD0532'OF A FENCE, 56 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD, 51.0 FEET
 QD0532'SOUTHEAST OF A WITNESS POST, AND BRAZED ON THE TOP OF A 3 1/2-INCH
 QD0532'IRON PIPE PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0533 ***********************************************************************
 QD0533  DESIGNATION -  CORRAL RM 1
 QD0533  PID         -  QD0533
 QD0533  STATE/COUNTY-  OR/JEFFERSON
 QD0533  USGS QUAD   -  POTTERS PONDS (1963)
 QD0533
 QD0533                         *CURRENT SURVEY CONTROL
 QD0533  ___________________________________________________________________
 QD0533* NAD 83(1986)-  44 49 02.     (N)    121 24 37.     (W)     SCALED    
 QD0533* NAVD 88     -       831.590  (meters)    2728.31   (feet)  ADJUSTED  
 QD0533  ___________________________________________________________________
 QD0533  GEOID HEIGHT-         -21.56  (meters)                     GEOID03
 QD0533  DYNAMIC HT  -         831.373 (meters)    2727.60  (feet)  COMP
 QD0533  MODELED GRAV-     980,328.3   (mgal)                       NAVD 88
 QD0533
 QD0533  VERT ORDER  -  SECOND    CLASS 0
 QD0533
 QD0533.The horizontal coordinates were scaled from a topographic map and have
 QD0533.an estimated accuracy of +/- 6 seconds.
 QD0533
 QD0533.The orthometric height was determined by differential leveling
 QD0533.and adjusted in June 1991.
 QD0533
 QD0533.The geoid height was determined by GEOID03.
 QD0533
 QD0533.The dynamic height is computed by dividing the NAVD 88
 QD0533.geopotential number by the normal gravity value computed on the
 QD0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0533.degrees latitude (g = 980.6199 gals.).
 QD0533
 QD0533.The modeled gravity was interpolated from observed gravity values.
 QD0533
 QD0533;                    North         East    Units  Estimated Accuracy
 QD0533;SPC OR N     -   128,260.    2,428,010.      MT  (+/- 180 meters Scaled)
 QD0533
 QD0533                          SUPERSEDED SURVEY CONTROL
 QD0533
 QD0533  NGVD 29 (??/??/92)  830.492  (m)         2724.71   (f) ADJ UNCH    2 0
 QD0533
 QD0533.Superseded values are not recommended for survey control.
 QD0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0533.See file dsdata.txt to determine how the superseded data were derived.
 QD0533
 QD0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ256638(NAD 83)
 QD0533_MARKER: DR = REFERENCE MARK DISK
 QD0533_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QD0533_SP_SET: IRON PIPE
 QD0533_STAMPING: CORRAL NO 1 1946
 QD0533_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0533
 QD0533  HISTORY     - Date     Condition        Report By
 QD0533  HISTORY     - 1946     MONUMENTED       CGS
 QD0533  HISTORY     - 1949     GOOD             NGS
 QD0533
 QD0533                          STATION DESCRIPTION
 QD0533
 QD0533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 QD0533'9.8 MI NW FROM WARM SPRINGS.
 QD0533'7.1 MILES NORTHWEST ALONG STATE HIGHWAY 52 FROM WARM SPRINGS AGENCY AT
 QD0533'WARM SPRINGS, THENCE 2.1 MILES WEST ALONG THE AGENCY-HEHE-FOREST
 QD0533'BOUNDRY ROAD, THENCE 0.3 MILE SOUTH ALONG A DIRT ROAD, THENCE 0.3 MILE
 QD0533'SOUTHEAST ALONG A FENCE LINE, ON WARM SPRINGS INDIAN RESERVATION, 150
 QD0533'1/2 FEET SOUTH OF A FENCE CORNER, 53.0 FEET NORTHWEST OF RM 2, 33.6
 QD0533'FEET NORTH OF CORRAL, 22 FEET EAST OF THE CENTER LINE OF A DIM TRACK
 QD0533'ROAD, AND BRAZED ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.5
 QD0533'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0535 ***********************************************************************
 QD0535  DESIGNATION -  CORRAL RM 2
 QD0535  PID         -  QD0535
 QD0535  STATE/COUNTY-  OR/JEFFERSON
 QD0535  USGS QUAD   -  POTTERS PONDS (1963)
 QD0535
 QD0535                         *CURRENT SURVEY CONTROL
 QD0535  ___________________________________________________________________
 QD0535* NAD 83(1986)-  44 49 02.     (N)    121 24 37.     (W)     SCALED    
 QD0535* NAVD 88     -       831.595  (meters)    2728.32   (feet)  ADJUSTED  
 QD0535  ___________________________________________________________________
 QD0535  GEOID HEIGHT-         -21.56  (meters)                     GEOID03
 QD0535  DYNAMIC HT  -         831.377 (meters)    2727.61  (feet)  COMP
 QD0535  MODELED GRAV-     980,328.3   (mgal)                       NAVD 88
 QD0535
 QD0535  VERT ORDER  -  SECOND    CLASS 0
 QD0535
 QD0535.The horizontal coordinates were scaled from a topographic map and have
 QD0535.an estimated accuracy of +/- 6 seconds.
 QD0535
 QD0535.The orthometric height was determined by differential leveling
 QD0535.and adjusted in June 1991.
 QD0535
 QD0535.The geoid height was determined by GEOID03.
 QD0535
 QD0535.The dynamic height is computed by dividing the NAVD 88
 QD0535.geopotential number by the normal gravity value computed on the
 QD0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0535.degrees latitude (g = 980.6199 gals.).
 QD0535
 QD0535.The modeled gravity was interpolated from observed gravity values.
 QD0535
 QD0535;                    North         East    Units  Estimated Accuracy
 QD0535;SPC OR N     -   128,260.    2,428,010.      MT  (+/- 180 meters Scaled)
 QD0535
 QD0535                          SUPERSEDED SURVEY CONTROL
 QD0535
 QD0535  NGVD 29 (??/??/92)  830.496  (m)         2724.72   (f) ADJ UNCH    2 0
 QD0535
 QD0535.Superseded values are not recommended for survey control.
 QD0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0535.See file dsdata.txt to determine how the superseded data were derived.
 QD0535
 QD0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ256638(NAD 83)
 QD0535_MARKER: DR = REFERENCE MARK DISK
 QD0535_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QD0535_SP_SET: IRON PIPE
 QD0535_STAMPING: CORRAL NO 2 1946
 QD0535_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0535
 QD0535  HISTORY     - Date     Condition        Report By
 QD0535  HISTORY     - 1946     MONUMENTED       CGS
 QD0535  HISTORY     - 1949     GOOD             NGS
 QD0535
 QD0535                          STATION DESCRIPTION
 QD0535
 QD0535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 QD0535'9.8 MI NW FROM WARM SPRINGS.
 QD0535'7.1 MILES NORTHWEST ALONG STATE HIGHWAY 52 FROM WARM SPRINGS AGENCY AT
 QD0535'WARM SPRINGS, THENCE 2.1 MILES WEST ALONG THE AGENCY-HEHE-FOREST
 QD0535'BOUNDRY ROAD, THENCE 0.3 MILE SOUTH ALONG A DIRT ROAD, THENCE 0.3 MILE
 QD0535'SOUTHEAST ALONG A FENCE LINE, ON WARM SPRINGS INDIAN RESERVATION, 186
 QD0535'1/2 FEET SOUTH OF A FENCE CORNER, 71 1/2 FEET EAST OF THE CENTER LINE
 QD0535'OF A DIM TRACK ROAD, 53.0 FEET SOUTHEAST OF RM 1, 34.6 FEET EAST OF
 QD0535'CORRAL, AND BRAZED ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.4
 QD0535'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AI6289 ***********************************************************************
 AI6289  DESIGNATION -  CORV A
 AI6289  PID         -  AI6289
 AI6289  STATE/COUNTY-  OR/BENTON
 AI6289  USGS QUAD   -  CORVALLIS (1986)
 AI6289
 AI6289                         *CURRENT SURVEY CONTROL
 AI6289  ___________________________________________________________________
 AI6289* NAD 83(2007)-  44 35 11.71080(N)    123 18 08.86870(W)     ADJUSTED  
 AI6289* NAVD 88     -       126.017  (meters)     413.44   (feet)  ADJUSTED  
 AI6289  ___________________________________________________________________
 AI6289  EPOCH DATE  -        2007.00
 AI6289  X           -  -2,498,235.345 (meters)                     COMP
 AI6289  Y           -  -3,802,843.501 (meters)                     COMP
 AI6289  Z           -   4,454,818.432 (meters)                     COMP
 AI6289  LAPLACE CORR-          -7.48  (seconds)                    DEFLEC99
 AI6289  ELLIP HEIGHT-         103.484 (meters)          (02/10/07) ADJUSTED
 AI6289  GEOID HEIGHT-         -22.53  (meters)                     GEOID03
 AI6289  DYNAMIC HT  -         126.010 (meters)     413.42  (feet)  COMP
 AI6289
 AI6289  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI6289  Type    PID    Designation                      North   East  Ellip
 AI6289  -------------------------------------------------------------------
 AI6289  NETWORK AI6289 CORV A                            0.22   0.18   1.49
 AI6289  -------------------------------------------------------------------
 AI6289  MODELED GRAV-     980,560.5   (mgal)                       NAVD 88
 AI6289
 AI6289  VERT ORDER  -  FIRST     CLASS II
 AI6289
 AI6289.This is a reference station for the CORVALLIS
 AI6289.National Continuously Operating Reference Station (CORV).
 AI6289
 AI6289.The horizontal coordinates were established by GPS observations
 AI6289.and adjusted by the National Geodetic Survey in February 2007.
 AI6289
 AI6289.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI6289.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI6289.The horizontal coordinates are valid at the epoch date displayed above.
 AI6289.The epoch date for horizontal control is a decimal equivalence
 AI6289.of Year/Month/Day.
 AI6289
 AI6289.The orthometric height was determined by differential leveling
 AI6289.and adjusted in July 2002.
 AI6289.No vertical observational check was made to the station.
 AI6289
 AI6289.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6289
 AI6289.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6289
 AI6289.The ellipsoidal height was determined by GPS observations
 AI6289.and is referenced to NAD 83.
 AI6289
 AI6289.The geoid height was determined by GEOID03.
 AI6289
 AI6289.The dynamic height is computed by dividing the NAVD 88
 AI6289.geopotential number by the normal gravity value computed on the
 AI6289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6289.degrees latitude (g = 980.6199 gals.).
 AI6289
 AI6289.The modeled gravity was interpolated from observed gravity values.
 AI6289
 AI6289;                    North         East     Units Scale Factor Converg.
 AI6289;SPC OR N     -   106,082.931 2,277,508.096   MT  0.99994585   -1 59 14.9
 AI6289;SPC OR N     -   348,041.11  7,472,139.42   iFT  0.99994585   -1 59 14.9
 AI6289;UTM  10      - 4,937,071.538   475,990.443   MT  0.99960709   -0 12 44.4
 AI6289
 AI6289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6289!SPC OR N     -   0.99998377  x   0.99994585  =   0.99992963
 AI6289!UTM  10      -   0.99998377  x   0.99960709  =   0.99959087
 AI6289
 AI6289|---------------------------------------------------------------------|
 AI6289| PID    Reference Object                     Distance      Geod. Az  |
 AI6289|                                                           dddmmss.s |
 AI6289| AH2488 CORVALLIS CORS MONUMENT             205.481 METERS 23513     |
 AI6289|---------------------------------------------------------------------|
 AI6289
 AI6289                          SUPERSEDED SURVEY CONTROL
 AI6289
 AI6289  NAD 83(1998)-  44 35 11.70805(N)    123 18 08.87007(W) AD(       ) B
 AI6289  ELLIP H (06/21/01)  103.498  (m)                       GP(       ) 4 2
 AI6289  NAD 83(1998)-  44 35 11.70804(N)    123 18 08.87008(W) AD(1997.00) B
 AI6289  ELLIP H (11/08/00)  103.498  (m)                       GP(1997.00) 4 2
 AI6289  NAVD 88 (11/08/00)  126.02   (m)          413.5    (f) LEVELING    3  
 AI6289
 AI6289.Superseded values are not recommended for survey control.
 AI6289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6289.See file dsdata.txt to determine how the superseded data were derived.
 AI6289
 AI6289_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ7599037072(NAD 83)
 AI6289_MARKER: F = FLANGE-ENCASED ROD
 AI6289_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI6289_STAMPING: CORV A 2000
 AI6289_MARK LOGO: NGS   
 AI6289_PROJECTION: FLUSH
 AI6289_MAGNETIC: I = MARKER IS A STEEL ROD
 AI6289_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6289_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6289+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AI6289_ROD/PIPE-DEPTH: 4.8  meters
 AI6289_SLEEVE-DEPTH  : 0.9 meters
 AI6289
 AI6289  HISTORY     - Date     Condition        Report By
 AI6289  HISTORY     - 2000     MONUMENTED       NGS
 AI6289
 AI6289                          STATION DESCRIPTION
 AI6289
 AI6289'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 AI6289'0.3 KM (0.20 MI) NORTHEASTERLY ALONG 1ST STREET FROM THE POST OFFICE
 AI6289'IN CORVALLIS, THENCE 1.1 KM (0.70 MI) NORTHWESTERLY ALONG NORTHWEST
 AI6289'JACKSON AVENUE, THENCE 1.1 KM (0.70 MI) NORTHERLY ALONG KINGS
 AI6289'BOULEVARD, THENCE 1.2 KM (0.75 MI) WESTERLY ALONG NORTHWEST GRANT
 AI6289'AVENUE, THENCE 1.2 KM (0.75 MI) NORTHWESTERLY ALONG WITHAM HILL DRIVE,
 AI6289'THENCE 0.1 KM (0.05 MI) SOUTHWESTERLY THROUGH A LOCKED GATE AND ALONG
 AI6289'A GRAVELED DRIVEWAY LEADING TO THE CORVALLIS CORS SITE, 13.6 M (44.6
 AI6289'FT) NORTHEAST OF UTILITY POLE NUMBER A 101 R2, 7.1 M (23.3 FT)
 AI6289'NORTHWEST OF THE CENTER OF THE DRIVEWAY, AND 0.3 M (1.0 FT) SOUTHEAST
 AI6289'OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS
 AI6289'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 AI6289'SPECIFICATIONS FOR A CLASS A MARK.  THE MARK IS ON PROPERTY OWNED BY
 AI6289'THE CITY OF CORVALLIS, P.O. BOX 1083, CORVALLIS, OR 07339, TELEPHONE
 AI6289'541-757-6729.  THIS A CORS SITE REFERENCE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AI6288 ***********************************************************************
 AI6288  DESIGNATION -  CORV B
 AI6288  PID         -  AI6288
 AI6288  STATE/COUNTY-  OR/BENTON
 AI6288  USGS QUAD   -  CORVALLIS (1986)
 AI6288
 AI6288                         *CURRENT SURVEY CONTROL
 AI6288  ___________________________________________________________________
 AI6288* NAD 83(2007)-  44 34 55.50039(N)    123 17 43.72277(W)     ADJUSTED  
 AI6288* NAVD 88     -       125.277  (meters)     411.01   (feet)  ADJUSTED  
 AI6288  ___________________________________________________________________
 AI6288  EPOCH DATE  -        2007.00
 AI6288  X           -  -2,497,964.239 (meters)                     COMP
 AI6288  Y           -  -3,803,441.170 (meters)                     COMP
 AI6288  Z           -   4,454,461.508 (meters)                     COMP
 AI6288  LAPLACE CORR-          -7.06  (seconds)                    DEFLEC99
 AI6288  ELLIP HEIGHT-         102.715 (meters)          (02/10/07) ADJUSTED
 AI6288  GEOID HEIGHT-         -22.56  (meters)                     GEOID03
 AI6288  DYNAMIC HT  -         125.270 (meters)     410.99  (feet)  COMP
 AI6288
 AI6288  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI6288  Type    PID    Designation                      North   East  Ellip
 AI6288  -------------------------------------------------------------------
 AI6288  NETWORK AI6288 CORV B                            0.24   0.20   1.57
 AI6288  -------------------------------------------------------------------
 AI6288  MODELED GRAV-     980,560.1   (mgal)                       NAVD 88
 AI6288
 AI6288  VERT ORDER  -  FIRST     CLASS II
 AI6288
 AI6288.This is a reference station for the CORVALLIS
 AI6288.National Continuously Operating Reference Station (CORV).
 AI6288
 AI6288.The horizontal coordinates were established by GPS observations
 AI6288.and adjusted by the National Geodetic Survey in February 2007.
 AI6288
 AI6288.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI6288.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI6288.The horizontal coordinates are valid at the epoch date displayed above.
 AI6288.The epoch date for horizontal control is a decimal equivalence
 AI6288.of Year/Month/Day.
 AI6288
 AI6288.The orthometric height was determined by differential leveling
 AI6288.and adjusted in July 2002.
 AI6288.No vertical observational check was made to the station.
 AI6288
 AI6288.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6288
 AI6288.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6288
 AI6288.The ellipsoidal height was determined by GPS observations
 AI6288.and is referenced to NAD 83.
 AI6288
 AI6288.The geoid height was determined by GEOID03.
 AI6288
 AI6288.The dynamic height is computed by dividing the NAVD 88
 AI6288.geopotential number by the normal gravity value computed on the
 AI6288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6288.degrees latitude (g = 980.6199 gals.).
 AI6288
 AI6288.The modeled gravity was interpolated from observed gravity values.
 AI6288
 AI6288;                    North         East     Units Scale Factor Converg.
 AI6288;SPC OR N     -   105,563.667 2,278,045.113   MT  0.99994664   -1 58 57.1
 AI6288;SPC OR N     -   346,337.49  7,473,901.29   iFT  0.99994664   -1 58 57.1
 AI6288;UTM  10      - 4,936,569.330   476,543.100   MT  0.99960677   -0 12 26.7
 AI6288
 AI6288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6288!SPC OR N     -   0.99998390  x   0.99994664  =   0.99993054
 AI6288!UTM  10      -   0.99998390  x   0.99960677  =   0.99959067
 AI6288
 AI6288                          SUPERSEDED SURVEY CONTROL
 AI6288
 AI6288  NAD 83(1998)-  44 34 55.49764(N)    123 17 43.72414(W) AD(       ) B
 AI6288  ELLIP H (06/21/01)  102.729  (m)                       GP(       ) 4 2
 AI6288  NAD 83(1998)-  44 34 55.49763(N)    123 17 43.72415(W) AD(1997.00) B
 AI6288  ELLIP H (11/08/00)  102.729  (m)                       GP(1997.00) 4 2
 AI6288  NAVD 88 (11/08/00)  125.28   (m)          411.0    (f) LEVELING    3  
 AI6288
 AI6288.Superseded values are not recommended for survey control.
 AI6288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6288.See file dsdata.txt to determine how the superseded data were derived.
 AI6288
 AI6288_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ7654336569(NAD 83)
 AI6288_MARKER: F = FLANGE-ENCASED ROD
 AI6288_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI6288_STAMPING: CORV B 2000
 AI6288_MARK LOGO: NGS   
 AI6288_PROJECTION: FLUSH
 AI6288_MAGNETIC: I = MARKER IS A STEEL ROD
 AI6288_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6288_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6288+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AI6288_ROD/PIPE-DEPTH: 4.2  meters
 AI6288_SLEEVE-DEPTH  : 0.9 meters
 AI6288
 AI6288  HISTORY     - Date     Condition        Report By
 AI6288  HISTORY     - 2000     MONUMENTED       NGS
 AI6288
 AI6288                          STATION DESCRIPTION
 AI6288
 AI6288'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 AI6288'0.3 KM (0.20 MI) NORTHEASTERLY ALONG 1ST STREET FROM THE POST OFFICE
 AI6288'IN CORVALLIS, THENCE 1.1 KM (0.70 MI) NORTHWESTERLY ALONG NORTHWEST
 AI6288'JACKSON AVENUE, THENCE 1.1 KM (0.70 MI) NORTHERLY ALONG KINGS
 AI6288'BOULEVARD, THENCE 1.2 KM (0.75 MI) WESTERLY ALONG NORTHWEST GRANT
 AI6288'AVENUE, THENCE 0.5 KM (0.30 MI) NORTHWESTERLY ALONG WITHAM HILL DRIVE,
 AI6288'IN WOODLAND MEADOW PARK, 69.0 M (226.4 FT) NORTHWEST OF THE CENTERLINE
 AI6288'OF CIRCLE BOULEVARD, 40.9 M (134.2 FT) NORTHEAST OF THE CENTERLINE OF
 AI6288'THE DRIVE, 7.8 M (25.6 FT) NORTH OF A WITNESS POST AND A TREE, AND 1.5
 AI6288'M (4.9 FT) BELOW THE LEVEL OF THE DRIVE. NOTE--ACCESS TO THE DATUM
 AI6288'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 AI6288'THE SPECIFICATIONS FOR A CLASS A MARK. THE MARK IS ON PROPERTY OWNED
 AI6288'BY THE CITY OF CORVALLIS, P.O. BOX 1083, CORVALLIS, OR 07339,
 AI6288'TELEPHONE 541-757-6729.  THIS IS A CORS SITE REFERENCE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2055 ***********************************************************************
 QE2055  DESIGNATION -  CORVALLIS
 QE2055  PID         -  QE2055
 QE2055  STATE/COUNTY-  OR/BENTON
 QE2055  USGS QUAD   -  CORVALLIS (1986)
 QE2055
 QE2055                         *CURRENT SURVEY CONTROL
 QE2055  ___________________________________________________________________
 QE2055* NAD 83(1991)-  44 35 19.99988(N)    123 15 17.85180(W)     ADJUSTED  
 QE2055* NAVD 88     -        70.     (meters)     230.     (feet)  SCALED    
 QE2055  ___________________________________________________________________
 QE2055  LAPLACE CORR-          -6.54  (seconds)                    DEFLEC99
 QE2055  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 QE2055  HORZ ORDER  -  SECOND
 QE2055
 QE2055.The horizontal coordinates were established by classical geodetic methods
 QE2055.and adjusted by the National Geodetic Survey in October 1991.
 QE2055
 QE2055.The orthometric height was scaled from a topographic map.
 QE2055
 QE2055.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2055
 QE2055.The geoid height was determined by GEOID03.
 QE2055
 QE2055;                    North         East     Units Scale Factor Converg.
 QE2055;SPC OR N     -   106,208.917 2,281,286.815   MT  0.99994544   -1 57 13.6
 QE2055;SPC OR N     -   348,454.45  7,484,536.79   iFT  0.99994544   -1 57 13.6
 QE2055;UTM  10      - 4,937,314.424   479,762.165   MT  0.99960504   -0 10 44.3
 QE2055
 QE2055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2055!SPC OR N     -   0.99999258  x   0.99994544  =   0.99993802
 QE2055!UTM  10      -   0.99999258  x   0.99960504  =   0.99959762
 QE2055
 QE2055|---------------------------------------------------------------------|
 QE2055| PID    Reference Object                     Distance      Geod. Az  |
 QE2055|                                                           dddmmss.s |
 QE2055| CE1362 CORVALLIS RM 1                       18.800 METERS 09301     |
 QE2055| CE1361 CORVALLIS AZ MK                                    2003422.0 |
 QE2055| QE2054 QUIC                                 19.529 METERS 20225     |
 QE2055|---------------------------------------------------------------------|
 QE2055
 QE2055                          SUPERSEDED SURVEY CONTROL
 QE2055
 QE2055  NAD 83(1986)-  44 35 20.02484(N)    123 15 17.87616(W) AD(       ) 2
 QE2055  NAD 27      -  44 35 20.58755(N)    123 15 13.52129(W) AD(       ) 2
 QE2055
 QE2055.Superseded values are not recommended for survey control.
 QE2055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2055.See file dsdata.txt to determine how the superseded data were derived.
 QE2055
 QE2055_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ7976237314(NAD 83)
 QE2055_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QE2055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE2055
 QE2055  HISTORY     - Date     Condition        Report By
 QE2055  HISTORY     - 1940     MONUMENTED       CGS
 QE2055  HISTORY     - 1945     SEE DESCRIPTION  CGS
 QE2055  HISTORY     - 1956     SEE DESCRIPTION  USGS
 QE2055  HISTORY     - 1957     SEE DESCRIPTION  CGS
 QE2055  HISTORY     - 1968     SEE DESCRIPTION  USGS
 QE2055
 QE2055                          STATION DESCRIPTION
 QE2055
 QE2055'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 QE2055'STATION IS ALONG U.S. HIGHWAY 99W IN THE NORTH PART OF CORVALLIS,
 QE2055'31 FEET WEST OF CENTERLINE OF HIGHWAY, 19.5 FEET SOUTH OF ROAD
 QE2055'LEADING INTO FARMYARD, 7.7 FEET NORTH OF WHITE WITNESS POST, 3.5
 QE2055'FEET EAST OF FENCE LINE IN TELEPHONE-POLE LINE, 7.2 FEET SOUTHEAST
 QE2055'OF FENCE CORNER, A STANDARD DISK, PROJECTS 6 INCHES, AND IS
 QE2055'STAMPED CORVALLIS 1940.  NOTES 1A AND 7A.
 QE2055'
 QE2055'REFERENCE MARK NO.1 IS A STANDARD DISK, 27.5 FEET EAST OF
 QE2055'CENTERLINE OF U.S. HIGHWAY 99W, 16 FEET NORTH OF CENTERLINE OF
 QE2055'GRAVEL ROAD, 2.5 FEET EAST OF HIGHLINE POLE, ABOUT 1 FOOT HIGHER
 QE2055'THAN STATION MARK, PROJECTS ABOUT 6 INCHES, AND IS STAMPED
 QE2055'CORVALLIS NO 1 1940.  NOTE 11A.
 QE2055'
 QE2055'U.S. ARMY ENGINEERS BENCH MARK QUIC SOT 1936 IS A U.S. ARMY
 QE2055'ENGINEERS DISK, SET IN A 12-INCH SQUARE CONCRETE MONUMENT, 3 INCHES
 QE2055'BELOW SURFACE OF GROUND, 31.5 FEET WEST OF CENTERLINE OF
 QE2055'U.S. HIGHWAY 99W, 2.2 FEET SOUTH OF A U.S. BENCH MARK WHITE
 QE2055'WITNESS POST, 3.3 FEET EAST OF FENCE LINE IN TELEPHONE-POLE LINE,
 QE2055'STAMPED QUIC SOT 1936, AND IS ABOUT LEVEL WITH STATION MARK.
 QE2055'
 QE2055'AZIMUTH MARK IS 0.6 MILE SOUTH OF STATION ALONG U.S. HIGHWAY 99W,
 QE2055'A STANDARD DISK, 27.8 FEET EAST OF CENTERLINE OF U.S. HIGHWAY 99W,
 QE2055'1.9 FEET NORTH OF WHITE WITNESS POST, 2.9 FEET NORTH OF HIGHLINE
 QE2055'POLE, 6.8 FEET WEST OF FENCE LINE, AND IS STAMPED CORVALLIS
 QE2055'1940.  NOTE 11A.
 QE2055'
 QE2055'TO REACH THE STATION FROM THE GAZETTE TIMES BUILDING, (1) BLOCK
 QE2055'WEST OF POST OFFICE ON JEFFERSON AND THIRD STREETS (U.S. HIGHWAY
 QE2055'99W), GO NORTH ON U.S. HIGHWAY 99W FOR 2.1 MILES TO STATION ON
 QE2055'LEFT (WEST).
 QE2055
 QE2055                          STATION RECOVERY (1945)
 QE2055
 QE2055'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (ANS)
 QE2055'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL
 QE2055'DESCRIPTION IS ADEQUATE WITH THE EXCEPTION THAT THE WITNESS POST
 QE2055'AND FENCE HAVE BEEN MOVED.
 QE2055'
 QE2055'REFERENCE MARK 1 HAS BEEN DESTROYED.  U.S.E. BENCH MARK QUIC
 QE2055'S.O.T. 1936 WAS RECOVERED IN GOOD CONDITION.  THE WITNESS POST
 QE2055'AND FENCE HAVE BEEN MOVED.
 QE2055'
 QE2055'THE AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION.  THE FENCE
 QE2055'MENTIONED IN THE ORIGINAL DESCRIPTION HAS BEEN REMOVED AND THE
 QE2055'TELEPHONE POLE HAS BEEN MOVED.
 QE2055'
 QE2055'A COMPLETE DESCRIPTION OF THE STATION FOLLOWS--THE STATION IS 2.1
 QE2055'MILES N OF THE CENTER OF CORVALLIS, ON THE W SIDE OF U.S. HIGHWAY
 QE2055'99W.  IT IS 19.5 FEET S OF THE DRIVEWAY LEADING TO THE FARMHOUSE
 QE2055'OF T.K. THOMPSON, 31.5 FEET W OF THE CENTER OF THE HIGHWAY, 11
 QE2055'FEET E OF A FENCE LINE, AND 12.5 FEET SE OF A FENCE CORNER.  IT
 QE2055'IS 10 FEET E OF A WHITE WITNESS POST.
 QE2055'
 QE2055'STATION MARK IS A BRONZE STATION DISK SET IN THE TOP OF A CONCRETE
 QE2055'POST PROJECTING ABOUT 4 INCHES ABOVE THE GROUND.  THE DISK IS
 QE2055'STAMPED CORVALLIS 1940 1941 EL. 224 (THE 1941 AND EL. 224 HAVE
 QE2055'APPARENTLY BEEN ADDED BY THE U.S.E.).
 QE2055'
 QE2055'U.S.E. BENCH MARK QUIC S.O.T. 1936 WAS USED AS THE REFERENCE
 QE2055'MARK.  IT IS A STANDARD U.S.E. BENCH MARK SET IN A 12-INCH SQUARE
 QE2055'CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 31.5 FEET W OF
 QE2055'THE CENTER LINE OF U.S. HIGHWAY 99W, 10 FEET E OF THE FENCE, AND 9
 QE2055'FEET E OF A WHITE WITNESS POST.  THE DISK IS STAMPED QUIC
 QE2055'S.O.T. 1936 1941 EL. 224 DATUM 1929.
 QE2055'
 QE2055'AZIMUTH MARK IS 0.6 MILE S OF THE STATION ALONG U.S. HIGHWAY
 QE2055'99W.  IT IS 28.7 FEET E OF THE CENTER OF THE HIGHWAY, 8.5 FEET W
 QE2055'OF A TELEPHONE POLE, AND 2 FEET N OF A WHITE WITNESS POST.  IT IS
 QE2055'A BRONZE AZIMUTH DISK SET IN THE TOP OF A CONCRETE POST AND IS
 QE2055'STAMPED CORVALLIS 1940.
 QE2055'
 QE2055'TO REACH THE STATION FROM THE GAZETTE TIMES BUILDING IN CORVALLIS,
 QE2055'GO N ON U.S. HIGHWAY 99W FOR 2.1 MILES TO STATION.
 QE2055
 QE2055                          STATION RECOVERY (1956)
 QE2055
 QE2055'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 QE2055'STREET IMPROVEMENT HAS EITHER COVERED OR DESTROYED REFERENCE MARK
 QE2055'1 AND U.S. ENGINEERS BM QUIC SOT 1936.  U.S. HIGHWAY 99W HAS BEEN
 QE2055'MOVED.
 QE2055'
 QE2055'STATION IS LOCATED ALONG NORTH 9TH ST (OLD U.S. HWY 99W) IN
 QE2055'CORVALLIS, 33 FEET WEST OF CENTER OF 9TH ST., 25 FEET NORTH OF
 QE2055'CENTER OF SEAVEY RD, AND 1.0 FOOT NORTH OF WITNESS POST, ON THE
 QE2055'SOUTH EDGE OF A SHALLOW DITCH, A STANDARD DISC IN A CONCRETE POST
 QE2055'PROJECTING 6 INCHES AND STAMPED CORVALLIS 1940.
 QE2055'
 QE2055'TO REACH FROM POST OFFICE, CORNER OF 2ND AND JEFFERSON STREETS, GO
 QE2055'WEST 7 BLOCKS TO 9TH ST., TURN NORTH AND GO 1.8 MILES TO
 QE2055'INTERSECTION OF SEAVEY RD.
 QE2055
 QE2055                          STATION RECOVERY (1957)
 QE2055
 QE2055'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WTJ)
 QE2055'ACCORDING TO DESCRIPTION THE STATION WOULD BE IN WHAT IS NOW A
 QE2055'STREET.  THIS AREA IS NOW BUILT UP AND NEW STREETS HAVE BEEN
 QE2055'BUILT AND OLD ONES WIDENED.  NO TRACE WAS FOUND OF THE STATION
 QE2055'OR ANY REFERENCE MARKS, THE CITY ENGINEERS OFFICE THINKS THE
 QE2055'STATION WAS DESTROYED SEVERAL YEARS AGO.  STATION BELIEVED LOST.
 QE2055
 QE2055                          STATION RECOVERY (1968)
 QE2055
 QE2055'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 QE2055'STREET IMPROVEMENT HAS COVERED THE AREA OF STATION AND BOTH
 QE2055'REFERENCE MARKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2060 ***********************************************************************
 QE2060  DESIGNATION -  CORVALLIS CLOSED CUPOLA
 QE2060  PID         -  QE2060
 QE2060  STATE/COUNTY-  OR/BENTON
 QE2060  USGS QUAD   -  CORVALLIS (1986)
 QE2060
 QE2060                         *CURRENT SURVEY CONTROL
 QE2060  ___________________________________________________________________
 QE2060* NAD 83(1991)-  44 33 58.23530(N)    123 16 27.01004(W)     ADJUSTED  
 QE2060* NAVD 88     -              **(meters)            **(feet)            
 QE2060  ___________________________________________________________________
 QE2060  LAPLACE CORR-          -6.11  (seconds)                    DEFLEC99
 QE2060  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 QE2060  HORZ ORDER  -  THIRD
 QE2060
 QE2060.The horizontal coordinates were established by classical geodetic methods
 QE2060.and adjusted by the National Geodetic Survey in October 1991.
 QE2060
 QE2060
 QE2060.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2060
 QE2060.The geoid height was determined by GEOID03.
 QE2060
 QE2060;                    North         East     Units Scale Factor Converg.
 QE2060;SPC OR N     -   103,738.845 2,279,675.659   MT  0.99994950   -1 58 02.6
 QE2060;SPC OR N     -   340,350.54  7,479,250.85   iFT  0.99994950   -1 58 02.6
 QE2060;UTM  10      - 4,934,796.496   478,228.812   MT  0.99960583   -0 11 32.6
 QE2060
 QE2060                          SUPERSEDED SURVEY CONTROL
 QE2060
 QE2060  NAD 83(1986)-  44 33 58.25937(N)    123 16 27.03970(W) AD(       ) 4
 QE2060  NAD 27      -  44 33 58.81675(N)    123 16 22.71771(W) AD(       ) 3
 QE2060
 QE2060.Superseded values are not recommended for survey control.
 QE2060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2060.See file dsdata.txt to determine how the superseded data were derived.
 QE2060
 QE2060_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ7822934796(NAD 83)
 QE2060
 QE2060  HISTORY     - Date     Condition        Report By
 QE2060  HISTORY     - 1903     MONUMENTED       CGS
 QE2060  HISTORY     - 1934     SEE DESCRIPTION  ORGS
 QE2060  HISTORY     - 1938     SEE DESCRIPTION  ORGS
 QE2060
 QE2060                          STATION DESCRIPTION
 QE2060
 QE2060'DESCRIBED BY OREGON GEODETIC SURVEY 1934
 QE2060'THIS INTERSECTED AND UNCHECKED POSITION IS THE WOODEN CUPOLA OF
 QE2060'THE ADMINISTRATION BUILDING, OREGON STATE COLLEGE, WHICH STANDS
 QE2060'TOWARD THE EAST IN THE GROUP OF BUILDINGS ON THE COLLEGE
 QE2060'CAMPUS.  IT IS SURMOUNTED BY A SHORT SPIRE.
 QE2060
 QE2060                          STATION RECOVERY (1938)
 QE2060
 QE2060'RECOVERY NOTE BY OREGON GEODETIC SURVEY 1938
 QE2060'THE U.S. ENGINEERS, PORTLAND DISTRICT, HAVE EXTENDED A LINE OF
 QE2060'TRAVERSE FROM THE VICINITY OF PORTLAND TO THE VICINITY OF
 QE2060'EUGENE.  THIS TRAVERSE STARTS AT SYLVANIA AND IS TIED TO STATION
 QE2060'YAM, AND CLOSES ON SOUTH BASE.  IT DOES NOT LEND ITSELF READILY TO
 QE2060'AN ADJUSTMENT WITH THE PUBLISHED POSITION OF CORVALLIS, CLOSED
 QE2060'CUPOLA.  IF THAT TIE IS LEFT OUT THE TRAVERSE MAKES A FIRST
 QE2060'CLASS CLOSURE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AH2486 ***********************************************************************
 AH2486  CORS        -  This is a GPS Continuously Operating Reference Station.
 AH2486  DESIGNATION -  CORVALLIS CORS ARP
 AH2486  CORS_ID     -  CORV
 AH2486  PID         -  AH2486
 AH2486  STATE/COUNTY-  OR/BENTON
 AH2486  USGS QUAD   -  CORVALLIS (1986)
 AH2486
 AH2486                         *CURRENT SURVEY CONTROL
 AH2486  ___________________________________________________________________
 AH2486* NAD 83(CORS)-  44 35 07.91068(N)    123 18 16.51921(W)     ADJUSTED  
 AH2486* NAVD 88     -              **(meters)            **(feet)            
 AH2486  ___________________________________________________________________
 AH2486  EPOCH DATE  -        2002.00
 AH2486  X           -  -2,498,423.176 (meters)                     COMP
 AH2486  Y           -  -3,802,822.045 (meters)                     COMP
 AH2486  Z           -   4,454,737.705 (meters)                     COMP
 AH2486  ELLIP HEIGHT-         107.495 (meters)          (08/??/07) ADJUSTED
 AH2486  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 AH2486  HORZ ORDER  -  SPECIAL (CORS)
 AH2486  ELLP ORDER  -  SPECIAL (CORS)
 AH2486
 AH2486.ITRF positions are available for this station.
 AH2486.The coordinates were established by GPS observations
 AH2486.and adjusted by the National Geodetic Survey in August 2007.
 AH2486.The coordinates are valid at the epoch date displayed above.
 AH2486.The epoch date for horizontal control is a decimal equivalence
 AH2486.of Year/Month/Day.
 AH2486
 AH2486
 AH2486.The PID for the CORS L1 Phase Center is DH8008.
 AH2486
 AH2486.The XYZ, and position/ellipsoidal ht. are equivalent.
 AH2486
 AH2486.The ellipsoidal height was determined by GPS observations
 AH2486.and is referenced to NAD 83.
 AH2486
 AH2486.The geoid height was determined by GEOID03.
 AH2486
 AH2486;                    North         East     Units Scale Factor Converg.
 AH2486;SPC OR N     -   105,971.562 2,277,335.374   MT  0.99994603   -1 59 20.3
 AH2486;SPC OR N     -   347,675.73  7,471,572.75   iFT  0.99994603   -1 59 20.3
 AH2486
 AH2486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2486!SPC OR N     -   0.99998315  x   0.99994603  =   0.99992918
 AH2486
 AH2486                          SUPERSEDED SURVEY CONTROL
 AH2486
 AH2486  NAD 83(CORS)-  44 35 07.91082(N)    123 18 16.51926(W) AD(2002.00) c
 AH2486  ELLIP H (03/??/02)  107.514  (m)                       GP(2002.00) c c
 AH2486  NAD 83(CORS)-  44 35 07.90982(N)    123 18 16.52002(W) AD(1997.00) c
 AH2486  ELLIP H (08/??/98)  107.528  (m)                       GP(1997.00) c c
 AH2486
 AH2486.Superseded values are not recommended for survey control.
 AH2486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2486.See file dsdata.txt to determine how the superseded data were derived.
 AH2486
 AH2486_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ7582136955(NAD 83)
 AH2486_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AH2486
 AH2486                          STATION DESCRIPTION
 AH2486
 AH2486'DESCRIBED BY NATIONAL GEODETIC SURVEY 2007
 AH2486'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AH2486'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AH2486'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AH2486'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AH2486'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 DH8008 ***********************************************************************
 DH8008  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH8008  DESIGNATION -  CORVALLIS CORS L1 PHASE CENTER
 DH8008  CORS_ID     -  CORV
 DH8008  PID         -  DH8008
 DH8008  STATE/COUNTY-  OR/BENTON
 DH8008  USGS QUAD   -  CORVALLIS (1986)
 DH8008
 DH8008                         *CURRENT SURVEY CONTROL
 DH8008  ___________________________________________________________________
 DH8008* NAD 83(CORS)-  44 35 07.91072(N)    123 18 16.51926(W)     ADJUSTED  
 DH8008* NAVD 88     -              **(meters)            **(feet)            
 DH8008  ___________________________________________________________________
 DH8008  EPOCH DATE  -        2002.00
 DH8008  X           -  -2,498,423.219 (meters)                     COMP
 DH8008  Y           -  -3,802,822.108 (meters)                     COMP
 DH8008  Z           -   4,454,737.782 (meters)                     COMP
 DH8008  ELLIP HEIGHT-         107.604 (meters)          (08/??/07) ADJUSTED
 DH8008  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 DH8008  HORZ ORDER  -  SPECIAL (CORS)
 DH8008  ELLP ORDER  -  SPECIAL (CORS)
 DH8008
 DH8008.ITRF positions are available for this station.
 DH8008.The coordinates were established by GPS observations
 DH8008.and adjusted by the National Geodetic Survey in August 2007.
 DH8008.The coordinates are valid at the epoch date displayed above.
 DH8008.The epoch date for horizontal control is a decimal equivalence
 DH8008.of Year/Month/Day.
 DH8008
 DH8008
 DH8008.The PID for the CORS ARP is AH2486.
 DH8008
 DH8008.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH8008
 DH8008.The ellipsoidal height was determined by GPS observations
 DH8008.and is referenced to NAD 83.
 DH8008
 DH8008.The geoid height was determined by GEOID03.
 DH8008
 DH8008;                    North         East     Units Scale Factor Converg.
 DH8008;SPC OR N     -   105,971.563 2,277,335.373   MT  0.99994603   -1 59 20.3
 DH8008;SPC OR N     -   347,675.73  7,471,572.75   iFT  0.99994603   -1 59 20.3
 DH8008
 DH8008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH8008!SPC OR N     -   0.99998313  x   0.99994603  =   0.99992916
 DH8008
 DH8008                          SUPERSEDED SURVEY CONTROL
 DH8008
 DH8008  NAD 83(CORS)-  44 35 07.91086(N)    123 18 16.51930(W) AD(2002.00) c
 DH8008  ELLIP H (03/??/02)  107.623  (m)                       GP(2002.00) c c
 DH8008  NAD 83(CORS)-  44 35 07.90986(N)    123 18 16.52006(W) AD(1997.00) c
 DH8008  ELLIP H (08/??/98)  107.637  (m)                       GP(1997.00) c c
 DH8008
 DH8008.Superseded values are not recommended for survey control.
 DH8008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8008.See file dsdata.txt to determine how the superseded data were derived.
 DH8008
 DH8008_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ7582136955(NAD 83)
 DH8008_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH8008
 DH8008                          STATION DESCRIPTION
 DH8008
 DH8008'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH8008'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH8008'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH8008'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH8008'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH8008'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AH2488 ***********************************************************************
 AH2488  DESIGNATION -  CORVALLIS CORS MONUMENT
 AH2488  PID         -  AH2488
 AH2488  STATE/COUNTY-  OR/BENTON
 AH2488  USGS QUAD   -  CORVALLIS (1986)
 AH2488
 AH2488                         *CURRENT SURVEY CONTROL
 AH2488  ___________________________________________________________________
 AH2488* NAD 83(CORS)-  44 35 07.91068(N)    123 18 16.51921(W)     ADJUSTED  
 AH2488* NAVD 88     -       128.6    (meters)     422.     (feet)  GPS OBS   
 AH2488  ___________________________________________________________________
 AH2488  EPOCH DATE  -        2002.00
 AH2488  X           -  -2,498,422.581 (meters)                     COMP
 AH2488  Y           -  -3,802,821.140 (meters)                     COMP
 AH2488  Z           -   4,454,736.637 (meters)                     COMP
 AH2488  LAPLACE CORR-          -7.45  (seconds)                    DEFLEC99
 AH2488  ELLIP HEIGHT-         105.974 (meters)          (08/??/07) ADJUSTED
 AH2488  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 AH2488  HORZ ORDER  -  A
 AH2488  ELLP ORDER  -  FOURTH    CLASS I
 AH2488
 AH2488.ITRF positions are available for this station.
 AH2488.The horizontal coordinates were established by GPS observations
 AH2488.and adjusted by the National Geodetic Survey in August 2007.
 AH2488.The horizontal coordinates are valid at the epoch date displayed above.
 AH2488.The epoch date for horizontal control is a decimal equivalence
 AH2488.of Year/Month/Day.
 AH2488
 AH2488.The orthometric height was determined by GPS observations and a
 AH2488.high-resolution geoid model.
 AH2488
 AH2488.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2488
 AH2488.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2488
 AH2488.The ellipsoidal height was determined by GPS observations
 AH2488.and is referenced to NAD 83.
 AH2488
 AH2488.The geoid height was determined by GEOID03.
 AH2488
 AH2488;                    North         East     Units Scale Factor Converg.
 AH2488;SPC OR N     -   105,971.562 2,277,335.374   MT  0.99994603   -1 59 20.3
 AH2488;SPC OR N     -   347,675.73  7,471,572.75   iFT  0.99994603   -1 59 20.3
 AH2488;UTM  10      - 4,936,954.912   475,821.311   MT  0.99960719   -0 12 49.7
 AH2488
 AH2488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2488!SPC OR N     -   0.99998338  x   0.99994603  =   0.99992942
 AH2488!UTM  10      -   0.99998338  x   0.99960719  =   0.99959058
 AH2488
 AH2488|---------------------------------------------------------------------|
 AH2488| PID    Reference Object                     Distance      Geod. Az  |
 AH2488|                                                           dddmmss.s |
 AH2488| AI6289 CORV A                              205.481 METERS 05513     |
 AH2488|---------------------------------------------------------------------|
 AH2488
 AH2488                          SUPERSEDED SURVEY CONTROL
 AH2488
 AH2488  NAD 83(2007)-  44 35 07.91257(N)    123 18 16.51865(W) AD(2007.00) 0
 AH2488  ELLIP H (02/10/07)  105.993  (m)                       GP(2007.00)    
 AH2488  NAD 83(CORS)-  44 35 07.91082(N)    123 18 16.51926(W) AD(2002.00) A
 AH2488  ELLIP H (03/??/02)  105.993  (m)                       GP(2002.00) 4 1
 AH2488  NAD 83(CORS)-  44 35 07.90982(N)    123 18 16.52002(W) AD(1997.00) A
 AH2488  ELLIP H (08/??/98)  106.007  (m)                       GP(1997.00) 4 1
 AH2488
 AH2488.Superseded values are not recommended for survey control.
 AH2488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2488.See file dsdata.txt to determine how the superseded data were derived.
 AH2488
 AH2488_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ7582136955(NAD 83)
 AH2488_STAMPING: NONE
 AH2488'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'CORV'
 AH2488'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
 AH2488'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AH2488'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AH2488'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AH2488'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
 AH2488'
 AH2488' 
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0636 ***********************************************************************
 QE0636  DESIGNATION -  CORVALLIS MAG STA=226
 QE0636  PID         -  QE0636
 QE0636  STATE/COUNTY-  OR/BENTON
 QE0636  USGS QUAD   -  CORVALLIS (1986)
 QE0636
 QE0636                         *CURRENT SURVEY CONTROL
 QE0636  ___________________________________________________________________
 QE0636* NAD 83(1986)-  44 33 57.     (N)    123 16 18.     (W)     SCALED    
 QE0636* NAVD 88     -        70.096  (meters)     229.97   (feet)  ADJUSTED  
 QE0636  ___________________________________________________________________
 QE0636  GEOID HEIGHT-         -22.65  (meters)                     GEOID03
 QE0636  DYNAMIC HT  -          70.092 (meters)     229.96  (feet)  COMP
 QE0636  MODELED GRAV-     980,559.3   (mgal)                       NAVD 88
 QE0636
 QE0636  VERT ORDER  -  FIRST     CLASS II
 QE0636
 QE0636.The horizontal coordinates were scaled from a topographic map and have
 QE0636.an estimated accuracy of +/- 6 seconds.
 QE0636
 QE0636.The orthometric height was determined by differential leveling
 QE0636.and adjusted in July 2002.
 QE0636.WARNING-Repeat measurements at this control monument indicate possible
 QE0636.vertical movement.
 QE0636
 QE0636.The geoid height was determined by GEOID03.
 QE0636
 QE0636.The dynamic height is computed by dividing the NAVD 88
 QE0636.geopotential number by the normal gravity value computed on the
 QE0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0636.degrees latitude (g = 980.6199 gals.).
 QE0636
 QE0636.The modeled gravity was interpolated from observed gravity values.
 QE0636
 QE0636;                    North         East    Units  Estimated Accuracy
 QE0636;SPC OR N     -   103,690.    2,279,870.      MT  (+/- 180 meters Scaled)
 QE0636
 QE0636                          SUPERSEDED SURVEY CONTROL
 QE0636
 QE0636  NAVD 88 (06/15/91)   70.086  (m)          229.94   (f) UNKNOWN     1 2
 QE0636  NGVD 29 (??/??/92)   69.082  (m)          226.65   (f) ADJ UNCH    1 2
 QE0636
 QE0636.Superseded values are not recommended for survey control.
 QE0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0636.See file dsdata.txt to determine how the superseded data were derived.
 QE0636
 QE0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ784347(NAD 83)
 QE0636_MARKER: DB = BENCH MARK DISK
 QE0636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0636_SP_SET: CONCRETE POST
 QE0636_STAMPING: 226 1941
 QE0636_MARK LOGO: CGS   
 QE0636_PROJECTION: FLUSH
 QE0636_MAGNETIC: N = NO MAGNETIC MATERIAL
 QE0636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0636+STABILITY: SURFACE MOTION
 QE0636_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QE0636+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2006
 QE0636
 QE0636  HISTORY     - Date     Condition        Report By
 QE0636  HISTORY     - 1941     MONUMENTED       CGS
 QE0636  HISTORY     - 1961     GOOD             NGS
 QE0636  HISTORY     - 1987     GOOD             NGS
 QE0636  HISTORY     - 20000309 GOOD             NGS
 QE0636  HISTORY     - 20060525 GOOD             USPSQD
 QE0636
 QE0636                          STATION DESCRIPTION
 QE0636
 QE0636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 QE0636'IN CORVALLIS.
 QE0636'IN THE EAST PART OF THE CAMPUS OF THE OREGON STATE COLLEGE, 375 FEET
 QE0636'EAST SOUTHEAST OF APPERSON HALL, 275 FEET SOUTH OF THE INNER EDGE OF
 QE0636'THE SOUTH SIDEWALK ON MONROE STREET, ON THE PROLONGED CENTER LINE OF
 QE0636'NORTH THIRTEENTH STREET, 53 FEET NORTH OF THE CENTER OF A CEMENT WALK.
 QE0636
 QE0636                          STATION RECOVERY (1987)
 QE0636
 QE0636'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE0636'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  IN CORVALLIS,
 QE0636'AT THE INTERSECTION OF NORTHWEST 14TH STREET AND NORTHWEST MONROE
 QE0636'AVENUE, IN THE NORTHWEST PART OF A PARK ON THE CAMPUS OF OREGON STATE
 QE0636'UNIVERSITY, 114.3 M (375.0 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF
 QE0636'APPERSON HALL, 89.1 M (292.3 FT) SOUTHWEST OF THE CENTERLINE OF THE
 QE0636'AVENUE, 79.7 M (261.5 FT) SOUTHEAST OF THE CENTERLINE OF THE STREET,
 QE0636'11.2 M (36.7 FT) NORTHWEST OF THE CENTER OF A PAVED SIDEWALK, AND 0.4
 QE0636'M (1.3 FT) EAST OF THE EXTENDED CENTER OF NORTHWEST 13TH STREET.
 QE0636'THE MARK IS ABOVE LEVEL WITH THE AVENUE.
 QE0636
 QE0636                          STATION RECOVERY (2000)
 QE0636
 QE0636'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 QE0636'IN CORVALLIS, AT THE INTERSECTION OF NORTHWEST MONROE AVENUE AND
 QE0636'NORTHWEST 13TH STREET, NEAR THE CENTER OF A PARK, 94.0 M (308.4 FT)
 QE0636'SOUTHWEST OF THE CENTER OF THE AVENUE, 58.0 M (190.3 FT) SOUTHWEST OF
 QE0636'THE CENTER OF AN ENTRANCE FOR A PARKING LOT, 21.7 M (71.2 FT) EAST OF
 QE0636'A 32-INCH TREE, 11.2 M (36.7 FT) NORTH OF THE CENTER OF A SIDEWALK,
 QE0636'2.0 M (6.6 FT) SOUTHEAST OF THE EXTENDED CENTER OF THE STREET, 0.4 M
 QE0636'(1.3 FT) BELOW THE LEVEL OF THE STREET, AND THE MONUMENT IS FLUSH WITH
 QE0636'THE GROUND SURFACE.  NOTE--THE MARK IS ON PROPERTY OWNED BY OREGON
 QE0636'STATE UNIVERSITY, 104 OCEAN ADMINISTRATION BUILDING, CORVALLIS, OR
 QE0636'97331, TELEPHONE 541-737-5214.
 QE0636
 QE0636                          STATION RECOVERY (2006)
 QE0636
 QE0636'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 QE0636'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2063 ***********************************************************************
 QE2063  DESIGNATION -  CORVALLIS MUN APT TANK
 QE2063  PID         -  QE2063
 QE2063  STATE/COUNTY-  OR/BENTON
 QE2063  USGS QUAD   -  CORVALLIS (1986)
 QE2063
 QE2063                         *CURRENT SURVEY CONTROL
 QE2063  ___________________________________________________________________
 QE2063* NAD 83(1991)-  44 30 20.65205(N)    123 17 04.75686(W)     ADJUSTED  
 QE2063* NAVD 88     -              **(meters)            **(feet)            
 QE2063  ___________________________________________________________________
 QE2063  LAPLACE CORR-          -5.29  (seconds)                    DEFLEC99
 QE2063  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 QE2063  HORZ ORDER  -  THIRD
 QE2063
 QE2063.This mark is at Corvallis Municipal Airport (CVO)
 QE2063
 QE2063.The horizontal coordinates were established by classical geodetic methods
 QE2063.and adjusted by the National Geodetic Survey in October 1991.
 QE2063
 QE2063
 QE2063.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2063
 QE2063.The geoid height was determined by GEOID03.
 QE2063
 QE2063;                    North         East     Units Scale Factor Converg.
 QE2063;SPC OR N     -    97,055.549 2,278,611.817   MT  0.99996104   -1 58 29.4
 QE2063;SPC OR N     -   318,423.72  7,475,760.55   iFT  0.99996104   -1 58 29.4
 QE2063;UTM  10      - 4,928,085.797   477,372.810   MT  0.99960630   -0 11 58.3
 QE2063
 QE2063                          SUPERSEDED SURVEY CONTROL
 QE2063
 QE2063  NAD 83(1986)-  44 30 20.67375(N)    123 17 04.78978(W) AD(       ) 4
 QE2063  NAD 27      -  44 30 21.24188(N)    123 17 00.42850(W) AD(       ) 3
 QE2063
 QE2063.Superseded values are not recommended for survey control.
 QE2063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2063.See file dsdata.txt to determine how the superseded data were derived.
 QE2063
 QE2063_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ7737328086(NAD 83)
 QE2063_MARKER: 54 = WATER TOWER
 QE2063_SETTING: 0 = UNSPECIFIED SETTING
 QE2063
 QE2063  HISTORY     - Date     Condition        Report By
 QE2063  HISTORY     - 1972     FIRST OBSERVED   NGS
 QE2063  HISTORY     - 1977     SEE DESCRIPTION  NGS
 QE2063  HISTORY     - 19890615 GOOD             NGS
 QE2063
 QE2063                          STATION DESCRIPTION
 QE2063
 QE2063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LDF)
 QE2063'THE STATION IS LOCATED ABOUT 4 MILES SOUTH-SOUTHWEST OF CORVALLIS,
 QE2063'3/4 MILE WEST OF U.S. HIGHWAY 99W AND AT THE CORVALLIS MUNICIPAL
 QE2063'AIRPORT.
 QE2063'
 QE2063'THE STATION IS THE CENTER OF THE TOP OF A 150 FOOT HIGH TANK,
 QE2063'SUPPORTED BY 4 LEGS AND PAINTED CHECKERED RED AND WHITE.
 QE2063
 QE2063                          STATION RECOVERY (1977)
 QE2063
 QE2063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JVD)
 QE2063'THIS INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION AS
 QE2063'ORIGINALLY DESCRIBED.
 QE2063'
 QE2063'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QE2063'AT THE AIRPORT.
 QE2063
 QE2063                          STATION RECOVERY (1989)
 QE2063
 QE2063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 QE2063'THIS INTERSECTION STATION IS LOCATED IN THE NORTHERN SECTION OF THE
 QE2063'CORVALLIS MUNICIPAL AIRPORT, ON THE EAST SIDE OF THE ENTRANCE ROAD TO
 QE2063'THE HANGAR AREA.  IT IS 800 FT (243.8 M) SOUTH OF THE EAST-WEST
 QE2063'SECTION OF THE ENTRANCE ROAD, 150 EAST OF THE NORTH-SOUTH SECTION OF
 QE2063'THE ENTRANCE ROAD, 772 FT (235.3 M) NORTHEAST OF THE NORTH CORNER OF
 QE2063'THE MAIN AND LARGEST HANGAR.  THE TANK IS MOUNTED ON 4 LEGS WITH A
 QE2063'LARGE CENTER PIPE.  THE TANK AND TOWER IS PAINTED IN ALTERNATE
 QE2063'SECTIONS OF RED AND WHITE AND IS ABOUT 140 FT (42.7 M) HIGH.  THE
 QE2063'POINT INTERSECTED WAS THE OBSTRUCTION LIGHT ON TOP AND CENTER.  NOTE,
 QE2063'QUAD 1441231 STA 1048.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2052 ***********************************************************************
 QE2052  DESIGNATION -  CORVALLIS OPEN CUPOLA
 QE2052  PID         -  QE2052
 QE2052  STATE/COUNTY-  OR/BENTON
 QE2052  USGS QUAD   -  CORVALLIS (1986)
 QE2052
 QE2052                         *CURRENT SURVEY CONTROL
 QE2052  ___________________________________________________________________
 QE2052* NAD 83(1991)-  44 33 54.20452(N)    123 16 49.25346(W)     ADJUSTED  
 QE2052* NAVD 88     -              **(meters)            **(feet)            
 QE2052  ___________________________________________________________________
 QE2052  LAPLACE CORR-          -5.96  (seconds)                    DEFLEC99
 QE2052  GEOID HEIGHT-         -22.63  (meters)                     GEOID03
 QE2052  HORZ ORDER  -  THIRD
 QE2052
 QE2052.The horizontal coordinates were established by classical geodetic methods
 QE2052.and adjusted by the National Geodetic Survey in October 1991.
 QE2052
 QE2052
 QE2052.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2052
 QE2052.The geoid height was determined by GEOID03.
 QE2052
 QE2052;                    North         East     Units Scale Factor Converg.
 QE2052;SPC OR N     -   103,631.373 2,279,180.858   MT  0.99994970   -1 58 18.4
 QE2052;SPC OR N     -   339,997.94  7,477,627.49   iFT  0.99994970   -1 58 18.4
 QE2052;UTM  10      - 4,934,673.791   477,737.746   MT  0.99960609   -0 11 48.2
 QE2052
 QE2052                          SUPERSEDED SURVEY CONTROL
 QE2052
 QE2052  NAD 83(1986)-  44 33 54.22860(N)    123 16 49.28334(W) AD(       ) 4
 QE2052  NAD 27      -  44 33 54.78582(N)    123 16 44.96176(W) AD(       ) 3
 QE2052
 QE2052.Superseded values are not recommended for survey control.
 QE2052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2052.See file dsdata.txt to determine how the superseded data were derived.
 QE2052
 QE2052_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ7773834674(NAD 83)
 QE2052
 QE2052  HISTORY     - Date     Condition        Report By
 QE2052  HISTORY     - 1903     MONUMENTED       CGS
 QE2052  HISTORY     - 1935     SEE DESCRIPTION  CGS
 QE2052
 QE2052                          STATION DESCRIPTION
 QE2052
 QE2052'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (LAM)
 QE2052'CUPOLA HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2056 ***********************************************************************
 QE2056  DESIGNATION -  CORVALLIS ORE ST COLL S MAST
 QE2056  PID         -  QE2056
 QE2056  STATE/COUNTY-  OR/BENTON
 QE2056  USGS QUAD   -  CORVALLIS (1986)
 QE2056
 QE2056                         *CURRENT SURVEY CONTROL
 QE2056  ___________________________________________________________________
 QE2056* NAD 83(1991)-  44 34 01.50333(N)    123 16 30.82959(W)     ADJUSTED  
 QE2056* NAVD 88     -              **(meters)            **(feet)            
 QE2056  ___________________________________________________________________
 QE2056  LAPLACE CORR-          -6.04  (seconds)                    DEFLEC99
 QE2056  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 QE2056  HORZ ORDER  -  THIRD
 QE2056
 QE2056.The horizontal coordinates were established by classical geodetic methods
 QE2056.and adjusted by the National Geodetic Survey in October 1991.
 QE2056
 QE2056
 QE2056.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2056
 QE2056.The geoid height was determined by GEOID03.
 QE2056
 QE2056;                    North         East     Units Scale Factor Converg.
 QE2056;SPC OR N     -   103,842.550 2,279,594.893   MT  0.99994933   -1 58 05.4
 QE2056;SPC OR N     -   340,690.78  7,478,985.87   iFT  0.99994933   -1 58 05.4
 QE2056;UTM  10      - 4,934,897.615   478,144.902   MT  0.99960587   -0 11 35.3
 QE2056
 QE2056                          SUPERSEDED SURVEY CONTROL
 QE2056
 QE2056  NAD 83(1986)-  44 34 01.52816(N)    123 16 30.85462(W) AD(       ) 4
 QE2056  NAD 27      -  44 34 02.09126(N)    123 16 26.49791(W) AD(       ) 3
 QE2056
 QE2056.Superseded values are not recommended for survey control.
 QE2056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2056.See file dsdata.txt to determine how the superseded data were derived.
 QE2056
 QE2056_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ7814534898(NAD 83)
 QE2056
 QE2056  HISTORY     - Date     Condition        Report By
 QE2056  HISTORY     - 1940     MONUMENTED       CGS
 QE2056  HISTORY     - 1957     SEE DESCRIPTION  CGS
 QE2056
 QE2056                          STATION DESCRIPTION
 QE2056
 QE2056'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 QE2056'THE RADIO MAST (SOUTH OF 2) IS ON TOP OF THE MINES BUILDING, OREGON
 QE2056'STATE COLLEGE, IN THE NORTH PART OF CORVALLIS.  IT IS A SHORT MAST
 QE2056'GRAY IN COLOR.  THE TOP OF THE MAST WAS INTERSECTED.
 QE2056
 QE2056                          STATION RECOVERY (1957)
 QE2056
 QE2056'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WTJ)
 QE2056'STATION LOST, TOWER HAS BEEN TAKEN DOWN.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2058 ***********************************************************************
 QE2058  DESIGNATION -  CORVALLIS ORE ST COLL N MAST
 QE2058  PID         -  QE2058
 QE2058  STATE/COUNTY-  OR/BENTON
 QE2058  USGS QUAD   -  CORVALLIS (1986)
 QE2058
 QE2058                         *CURRENT SURVEY CONTROL
 QE2058  ___________________________________________________________________
 QE2058* NAD 83(1991)-  44 34 03.38885(N)    123 16 29.62471(W)     ADJUSTED  
 QE2058* NAVD 88     -              **(meters)            **(feet)            
 QE2058  ___________________________________________________________________
 QE2058  LAPLACE CORR-          -6.13  (seconds)                    DEFLEC99
 QE2058  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 QE2058  HORZ ORDER  -  THIRD
 QE2058
 QE2058.The horizontal coordinates were established by classical geodetic methods
 QE2058.and adjusted by the National Geodetic Survey in October 1991.
 QE2058
 QE2058
 QE2058.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2058
 QE2058.The geoid height was determined by GEOID03.
 QE2058
 QE2058;                    North         East     Units Scale Factor Converg.
 QE2058;SPC OR N     -   103,899.801 2,279,623.462   MT  0.99994924   -1 58 04.5
 QE2058;SPC OR N     -   340,878.61  7,479,079.60   iFT  0.99994924   -1 58 04.5
 QE2058;UTM  10      - 4,934,955.704   478,171.674   MT  0.99960586   -0 11 34.5
 QE2058
 QE2058                          SUPERSEDED SURVEY CONTROL
 QE2058
 QE2058  NAD 83(1986)-  44 34 03.41368(N)    123 16 29.64970(W) AD(       ) 4
 QE2058  NAD 27      -  44 34 03.97839(N)    123 16 25.29192(W) AD(       ) 3
 QE2058
 QE2058.Superseded values are not recommended for survey control.
 QE2058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2058.See file dsdata.txt to determine how the superseded data were derived.
 QE2058
 QE2058_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ7817234956(NAD 83)
 QE2058
 QE2058  HISTORY     - Date     Condition        Report By
 QE2058  HISTORY     - 1940     MONUMENTED       CGS
 QE2058  HISTORY     - 1960     SEE DESCRIPTION  DMA
 QE2058
 QE2058                          STATION DESCRIPTION
 QE2058
 QE2058'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 QE2058'THE RADIO MAST (NORTH OF 2) IS ON TOP OF THE MINES BUILDING OF THE
 QE2058'OREGON STATE COLLEGE IN THE NORTH PART OF CORVALLIS.  IT IS A SHORT
 QE2058'MAST GRAY IN COLOR.  THE TOP OF THE MAST WAS INTERSECTED.
 QE2058
 QE2058                          STATION RECOVERY (1960)
 QE2058
 QE2058'RECOVERY NOTE BY DEFENSE MAP AGENCY 1960
 QE2058'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2062 ***********************************************************************
 QE2062  DESIGNATION -  CORVALLIS ORE ST COLL STACK
 QE2062  PID         -  QE2062
 QE2062  STATE/COUNTY-  OR/BENTON
 QE2062  USGS QUAD   -  CORVALLIS (1986)
 QE2062
 QE2062                         *CURRENT SURVEY CONTROL
 QE2062  ___________________________________________________________________
 QE2062* NAD 83(1991)-  44 33 46.41064(N)    123 16 31.42960(W)     ADJUSTED  
 QE2062* NAVD 88     -              **(meters)            **(feet)            
 QE2062  ___________________________________________________________________
 QE2062  LAPLACE CORR-          -5.94  (seconds)                    DEFLEC99
 QE2062  GEOID HEIGHT-         -22.65  (meters)                     GEOID03
 QE2062  HORZ ORDER  -  THIRD
 QE2062
 QE2062.The horizontal coordinates were established by classical geodetic methods
 QE2062.and adjusted by the National Geodetic Survey in October 1991.
 QE2062
 QE2062
 QE2062.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2062
 QE2062.The geoid height was determined by GEOID03.
 QE2062
 QE2062;                    North         East     Units Scale Factor Converg.
 QE2062;SPC OR N     -   103,377.428 2,279,565.662   MT  0.99995010   -1 58 05.8
 QE2062;SPC OR N     -   339,164.79  7,478,889.97   iFT  0.99995010   -1 58 05.8
 QE2062;UTM  10      - 4,934,431.971   478,130.096   MT  0.99960588   -0 11 35.7
 QE2062
 QE2062                          SUPERSEDED SURVEY CONTROL
 QE2062
 QE2062  NAD 83(1986)-  44 33 46.43549(N)    123 16 31.45470(W) AD(       ) 4
 QE2062  NAD 27      -  44 33 46.99833(N)    123 16 27.09888(W) AD(       ) 3
 QE2062
 QE2062.Superseded values are not recommended for survey control.
 QE2062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2062.See file dsdata.txt to determine how the superseded data were derived.
 QE2062
 QE2062_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ7813034432(NAD 83)
 QE2062
 QE2062  HISTORY     - Date     Condition        Report By
 QE2062  HISTORY     - 1940     MONUMENTED       CGS
 QE2062  HISTORY     - 1968     SEE DESCRIPTION  CGS
 QE2062
 QE2062                          STATION DESCRIPTION
 QE2062
 QE2062'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 QE2062'THE BRICK STACK IS ON THE GROUNDS OF THE OREGON STATE COLLEGE IN THE
 QE2062'NORTH PART OF CORVALLIS.  THE STACK IS JUST SOUTH OF THE FOOTBALL
 QE2062'STADIUM AND ABOUT 2 BLOCKS SOUTH OF STATION COLLEGE.  THE TOP OF
 QE2062'THE STACK WAS INTERSECTED.
 QE2062
 QE2062                          STATION RECOVERY (1968)
 QE2062
 QE2062'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (EP)
 QE2062'THIS STATION WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION
 QE2062'FOLLOWS--THE BRICK STACK IS ON THE GROUNDS OF OREGON STATE COLLEGE
 QE2062'IN THE WEST PART OF CORVALLIS.  IT IS 600 FT. SOUTH OF JEFFERSON
 QE2062'WAY.  100 FT. EAST OF BENTON DRIVE.  NORTH OF S.W. WASHINGTON
 QE2062'AVE..  AND WEST OF S.W. 15TH ST.  IT IS A RED BRICK STACK ABOUT
 QE2062'20 FT. IN DIAMETER AT THE BASE AND ABOUT 150 FT. HIGH, AND IS
 QE2062'LOCATED AT THE BACK END OF THE ARMORY BUILDING.  THE TOP OF THE
 QE2062'STACK WAS INTERSECTED.
 QE2062'
 QE2062'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QE2062'AT CORVALLIS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2333 ***********************************************************************
 RD2333  DESIGNATION -  COT
 RD2333  PID         -  RD2333
 RD2333  STATE/COUNTY-  OR/MULTNOMAH
 RD2333  USGS QUAD   -  CAMAS (1993)
 RD2333
 RD2333                         *CURRENT SURVEY CONTROL
 RD2333  ___________________________________________________________________
 RD2333* NAD 83(1991)-  45 33 40.87735(N)    122 26 31.03793(W)     ADJUSTED  
 RD2333* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 RD2333  ___________________________________________________________________
 RD2333  LAPLACE CORR-           3.62  (seconds)                    DEFLEC99
 RD2333  GEOID HEIGHT-         -22.65  (meters)                     GEOID03
 RD2333  HORZ ORDER  -  THIRD
 RD2333
 RD2333.The horizontal coordinates were established by classical geodetic methods
 RD2333.and adjusted by the National Geodetic Survey in October 1991.
 RD2333
 RD2333.The orthometric height was scaled from a topographic map.
 RD2333
 RD2333.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2333
 RD2333.The geoid height was determined by GEOID03.
 RD2333
 RD2333;                    North         East     Units Scale Factor Converg.
 RD2333;SPC OR N     -   212,364.778 2,348,412.519   MT  0.99991804   -1 22 37.9
 RD2333;SPC OR N     -   696,734.84  7,704,765.48   iFT  0.99991804   -1 22 37.9
 RD2333;SPC WA S     -    27,211.648   348,389.786   MT  1.00007272   -1 24 38.3
 RD2333;SPC WA S     -    89,276.88  1,143,008.82   sFT  1.00007272   -1 24 38.3
 RD2333;UTM  10      - 5,045,464.316   543,550.882   MT  0.99962332   +0 23 54.4
 RD2333
 RD2333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2333!SPC OR N     -   1.00000260  x   0.99991804  =   0.99992064
 RD2333!SPC WA S     -   1.00000260  x   1.00007272  =   1.00007532
 RD2333!UTM  10      -   1.00000260  x   0.99962332  =   0.99962592
 RD2333
 RD2333:                Primary Azimuth Mark                     Grid Az
 RD2333:SPC OR N     -  BULL                                     304 34 24.8
 RD2333:SPC WA S     -  BULL                                     304 36 25.2
 RD2333:UTM  10      -  BULL                                     302 47 52.5
 RD2333
 RD2333|---------------------------------------------------------------------|
 RD2333| PID    Reference Object                     Distance      Geod. Az  |
 RD2333|                                                           dddmmss.s |
 RD2333| RD2320 BULL                                APPROX. 1.9 KM 3031146.9 |
 RD2333|---------------------------------------------------------------------|
 RD2333
 RD2333                          SUPERSEDED SURVEY CONTROL
 RD2333
 RD2333  NAD 83(1986)-  45 33 40.89264(N)    122 26 31.04227(W) AD(       ) 3
 RD2333  NAD 27      -  45 33 41.46300(N)    122 26 26.70800(W) AD(       ) 3
 RD2333
 RD2333.Superseded values are not recommended for survey control.
 RD2333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2333.See file dsdata.txt to determine how the superseded data were derived.
 RD2333
 RD2333_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER4355145464(NAD 83)
 RD2333
 RD2333  HISTORY     - Date     Condition        Report By
 RD2333  HISTORY     - 1935     MONUMENTED       USE
 RD2333  HISTORY     - 1941     SEE DESCRIPTION  USE
 RD2333  HISTORY     - 1945     SEE DESCRIPTION  CGS
 RD2333  HISTORY     - 19941005 MARK NOT FOUND   USPSQD
 RD2333
 RD2333                          STATION DESCRIPTION
 RD2333
 RD2333'DESCRIBED BY US ENGINEERS 1941
 RD2333'ON S BANK OF COLUMBIA RIVER, ABOUT 1.4 MILES N OF FAIRVIEW
 RD2333'AND ABOUT 0.45 MILE W OF INLET TO WASTE PUMPING PLANT.
 RD2333'
 RD2333'STATION LOST.  NEW STATION, COT 2 (U.S.E.) ESTABLISHED ABOUT
 RD2333'20 FEET EASTWARD.
 RD2333
 RD2333                          STATION RECOVERY (1945)
 RD2333
 RD2333'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (RAE)
 RD2333'THIS STATION WAS DESTROYED AND A NEW STATION, COT 2, 1938,
 RD2333'LOCATED IN THE SAME VICINITY.  IT SHOULD BE CLASSIFIED AS LOST.
 RD2333
 RD2333                          STATION RECOVERY (1994)
 RD2333
 RD2333'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD2333'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2554 ***********************************************************************
 RC2554  DESIGNATION -  COT
 RC2554  PID         -  RC2554
 RC2554  STATE/COUNTY-  OR/SHERMAN
 RC2554  USGS QUAD   -  ESAU CANYON (1970)
 RC2554
 RC2554                         *CURRENT SURVEY CONTROL
 RC2554  ___________________________________________________________________
 RC2554* NAD 83(1991)-  45 29 44.26757(N)    120 27 35.19966(W)     ADJUSTED  
 RC2554* NAVD 88     -       476.9    (meters)    1565.     (feet)  VERTCON   
 RC2554  ___________________________________________________________________
 RC2554  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 RC2554  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 RC2554  HORZ ORDER  -  SECOND
 RC2554
 RC2554.The horizontal coordinates were established by classical geodetic methods
 RC2554.and adjusted by the National Geodetic Survey in October 1991.
 RC2554
 RC2554.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC2554.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC2554
 RC2554.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2554
 RC2554.The geoid height was determined by GEOID03.
 RC2554
 RC2554;                    North         East     Units Scale Factor Converg.
 RC2554;SPC OR N     -   203,239.451 2,503,143.661   MT  0.99991083   +0 01 42.7
 RC2554;SPC OR N     -   666,796.10  8,212,413.59   iFT  0.99991083   +0 01 42.7
 RC2554;UTM  10      - 5,041,149.869   698,473.756   MT  1.00008434   +1 48 44.2
 RC2554
 RC2554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2554!SPC OR N     -   0.99992859  x   0.99991083  =   0.99983943
 RC2554!UTM  10      -   0.99992859  x   1.00008434  =   1.00001292
 RC2554
 RC2554|---------------------------------------------------------------------|
 RC2554| PID    Reference Object                     Distance      Geod. Az  |
 RC2554|                                                           dddmmss.s |
 RC2554| CF4713 COT RM 1                             19.704 METERS 02756     |
 RC2554| CF4714 COT RM 2                             31.849 METERS 14551     |
 RC2554| CF4712 COT AZ MK                                          1671106.3 |
 RC2554|---------------------------------------------------------------------|
 RC2554
 RC2554                          SUPERSEDED SURVEY CONTROL
 RC2554
 RC2554  NAD 83(1986)-  45 29 44.27726(N)    120 27 35.19278(W) AD(       ) 2
 RC2554  NAD 27      -  45 29 44.81800(N)    120 27 31.01800(W) AD(       ) 2
 RC2554  NGVD 29 (07/19/86)  475.9    (m)         1561.     (f) VERT ANG    3  
 RC2554
 RC2554.Superseded values are not recommended for survey control.
 RC2554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2554.See file dsdata.txt to determine how the superseded data were derived.
 RC2554
 RC2554_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR9847441150(NAD 83)
 RC2554_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RC2554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC2554
 RC2554  HISTORY     - Date     Condition        Report By
 RC2554  HISTORY     - 1946     MONUMENTED       CGS
 RC2554  HISTORY     - 1972     SEE DESCRIPTION  NGS
 RC2554
 RC2554                          STATION DESCRIPTION
 RC2554
 RC2554'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JCT)
 RC2554'THE STATION IS LOCATED ABOUT 13.5 MILES AIRLINE EAST-NORTHEAST
 RC2554'OF MORO, ABOUT 13.5 MILES SOUTHEAST OF WASCO, AND ABOUT 1.25
 RC2554'MILES AIRLINE NORTH-NORTHEAST OF THE COTTONWOOD BRIDGE OVER THE
 RC2554'JOHN DAY RIVER.  IT IS ON TOP OF A LOW RIDGE ABOUT 0.5 MILE
 RC2554'NORTH OF THE RIVER.  IT IS 0.15 MILE WEST OF AN OLD BARN AND
 RC2554'HOUSE, 452.98 FEET WEST OF THE SOUTHWEST CORNER OF A CONCRETE
 RC2554'RESERVOIR AND 39 FEET WEST OF A NORTH-SOUTH FENCE LINE.  THE
 RC2554'MARK IS STAMPED COT 1946 AND PROJECTS 4 INCHES.
 RC2554'
 RC2554'R.M. NO 1 IS NORTHEAST OF THE STATION.  IT IS SET IN A NORTH-SOUTH
 RC2554'FENCE LINE AND IS THE SAME ELEVATION AS THE STATION.  THE MARK IS
 RC2554'STAMPED COT 1946 NO 1 AND PROJECTS 2 INCHES.
 RC2554'
 RC2554'R.M. NO 2 IS SOUTH-SOUTHEAST OF THE STATION.  IT IS SET IN A
 RC2554'NORTH-SOUTH FENCE LINE AND IS STAMPED COT 1946 NO 2, AND PROJECTS
 RC2554'2 INCHES.  IT IS THE SAME ELEVATION AS THE STATION.
 RC2554'
 RC2554'THE AZIMUTH MARK IS 0.2 MILE SOUTH-SOUTHEAST OF THE STATION
 RC2554'ALONG THE NORTH-SOUTH FENCE LINE AND IS 39 YARDS NORTH OF THE
 RC2554'FENCE CORNER.  THE MARK IS STAMPED COT 1946 AND PROJECTS 2 INCHES.
 RC2554'
 RC2554'THE SUBSTITUTE STATION, P.P. 104V-168A, IS THE SOUTHWEST CORNER
 RC2554'OF A CEMENT TANK RESERVOIR 451.42 FEET EAST-NORTHEAST OF THE
 RC2554'STATION.
 RC2554'
 RC2554'TO REACH THE STATION FROM WASCO, GO EAST ON STATE HIGHWAY 206
 RC2554'TOWARDS CONDON FOR 12 MILES TO A CROSSROADS AND SIGNS READING
 RC2554'CONDON 32, WASCO 12.  HERE KEEP STRAIGHT AHEAD, OFF STATE HIGHWAY
 RC2554'206, AND FOLLOW DIRT ROAD EAST FOR 3.25 MILES TO A ROAD
 RC2554'LEFT.  KEEP RIGHT ON THE MAIN TRAVELED ROAD FOR 2.65 MILES TO
 RC2554'WHERE THE MAIN ROAD TURNS LEFT.  KEEP STRAIGHT AHEAD, PASS
 RC2554'THROUGH GATE AND FOLLOW ROAD THROUGH FIELD FOR 0.45 MILE TO A
 RC2554'FORKS.  TAKE RIGHT FORK FOR 0.2 MILE TO EDGE OF FIELD
 RC2554'AND FENCE CORNER.  KEEP STRAIGHT AHEAD DOWN DRAW FOR 0.5 MILE
 RC2554'TO AN OLD BARN.  HERE TURN RIGHT UP HILL THROUGH FIELD FOR
 RC2554'0.15 MILE TO A FENCE AND GATE.  PASS THROUGH GATE, TURN
 RC2554'SHARP LEFT AND GO 0.05 MILE TO THE STATION AS DESCRIBED.
 RC2554'
 RC2554'FROM HERE KEEP STRAIGHT AHEAD DOWN FENCE LINE FOR 0.2 MILE TO
 RC2554'THE AZIMUTH MARK AS DESCRIBED.
 RC2554
 RC2554                          STATION RECOVERY (1972)
 RC2554
 RC2554'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 RC2554'THE STATION MARK, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK
 RC2554'WERE RECOVERED IN GOOD CONDITION.  LANDMARKS HAVE CHANGED.  A NEW
 RC2554'AND COMPLETE DESCRIPTION FOLLOWS.
 RC2554'
 RC2554'THE STATION IS 14 MILES EAST-NORTHEAST OF MORO, AND 1-1/4 MILES
 RC2554'NORTHEAST OF THE COTTONWOOD BRIDGE OVER THE JOHN DAY RIVER ON
 RC2554'PASTURE LAND OWNED BY MR. WAYNE MELZER.
 RC2554'
 RC2554'TO REACH THE STATION FROM THE WASCO POST OFFICE GO SOUTHEAST
 RC2554'ON STATE HIGHWAY 206 FOR 10.8 MILES TO A SIDE ROAD LEFT, OPPOSITE
 RC2554'SOME RANCH BUILDINGS ON THE RIGHT, THIS IS 0.2 MILE BEFORE
 RC2554'REACHING MILEPOST NO. 11, TURN LEFT, AND GO NORTHEAST ON THE
 RC2554'GRAVEL ROAD FOR 1.7 MILES TO A SIDE ROAD LEFT, AND SIGN, WASCO
 RC2554'10, MORO 13, CONDON 40, CONTINUE STRAIGHT AHEAD EASTERLY ON THE
 RC2554'MAIN TRAVELED ROAD FOR 2.7 MILES TO WHERE THE MAIN ROAD MAKES A
 RC2554'RIGHT ANGLE, AND GOES NORTH, AND A DIRT ROAD STRAIGHT AHEAD
 RC2554'INTO THE FIELD, GO STRAIGHT, AND FOLLOW THE DIRT ROAD SOUTHEAST
 RC2554'ACROSS THE FIELD FOR 0.5 MILE TO AN EAST-WEST FENCE LINE, AND
 RC2554'THE MAIN ROAD CONTINUES EAST, TURN RIGHT, AND GO WEST ON A DIM
 RC2554'TRACK ROAD FOR 0.15 MILE TO A GATE INTO THE PASTURE AT A T
 RC2554'FENCE CORNER, PASS THRU THE GATE, AND GO SOUTHERLY ON THE
 RC2554'TRACK ROAD ON THE WEST SIDE OF THE FENCE FOR 0.6 MILE TO THE
 RC2554'STATION.
 RC2554'
 RC2554'THE STATION MARK, STAMPED COT 1946, IS A STANDARD DISK SET IN A
 RC2554'12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES, 350 FEET
 RC2554'SOUTH OF WHERE THE DOUBLE POWER LINE CROSSES THE TRACK ROAD, 40
 RC2554'FEET WEST OF THE NORTH-SOUTH FENCE LINE, 24 FEET WEST OF THE
 RC2554'CENTER OF THE TRACK ROAD, AND 1 FOOT NORTH OF A METAL WITNESS
 RC2554'POST.  (NOTE 1A AND 7A)
 RC2554'
 RC2554'REFERENCE MARK NO. 1, STAMPED COT NO 1 1946, IS A STANDARD DISK
 RC2554'SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 1 INCH,
 RC2554'300 FEET SOUTH OF A GATE IN THE NORTH-SOUTH FENCE LINE, 64 FEET
 RC2554'NORTH-NORTHEAST OF THE WITNESS POST, 16 FEET EAST OF THE CENTER
 RC2554'OF THE TRACK ROAD, AND 1 FOOT WEST OF THE NORTH-SOUTH FENCE
 RC2554'LINE.  (NOTE 11A)
 RC2554'
 RC2554'REFERENCE MARK NO. 2, STAMPED COT NO 2 1946, IS A STANDARD DISK
 RC2554'SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 1 INCH,
 RC2554'103 FEET SOUTHEAST OF THE WITNESS POST, 17 FEET EAST OF THE CENTER
 RC2554'OF THE TRACK ROAD, AND IN THE NORTH-SOUTH FENCE LINE.  (NOTE 11A)
 RC2554'
 RC2554'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH-SOUTHEAST
 RC2554'ON THE TRACK ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT.
 RC2554'
 RC2554'THE AZIMUTH MARK, STAMPED COT 1946, IS A STANDARD DISK SET IN A
 RC2554'12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES, 84 FEET
 RC2554'NORTH OF THE FENCE CORNER AT THE SOUTH END OF THE FIELD, 20 FEET
 RC2554'EAST OF THE CENTER OF THE TRACK ROAD, AND 1 FOOT NORTH OF A
 RC2554'METAL WITNESS POST THAT WAS PLACED IN THE NORTH-SOUTH FENCE
 RC2554'LINE.  (NOTE 16A)
 RC2554'
 RC2554'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RC2554'14 MILES SOUTHEAST OF WASCO.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2404 ***********************************************************************
 QE2404  DESIGNATION -  COT
 QE2404  PID         -  QE2404
 QE2404  STATE/COUNTY-  OR/LINCOLN
 QE2404  USGS QUAD   -  LINCOLN CITY (1984)
 QE2404
 QE2404                         *CURRENT SURVEY CONTROL
 QE2404  ___________________________________________________________________
 QE2404* NAD 83(1991)-  44 56 22.03050(N)    124 01 27.23112(W)     ADJUSTED  
 QE2404* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 QE2404  ___________________________________________________________________
 QE2404  LAPLACE CORR-          20.79  (seconds)                    DEFLEC99
 QE2404  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 QE2404  HORZ ORDER  -  THIRD
 QE2404
 QE2404.The horizontal coordinates were established by classical geodetic methods
 QE2404.and adjusted by the National Geodetic Survey in October 1991.
 QE2404
 QE2404.The orthometric height was scaled from a topographic map.
 QE2404
 QE2404.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2404
 QE2404.The geoid height was determined by GEOID03.
 QE2404
 QE2404;                    North         East     Units Scale Factor Converg.
 QE2404;SPC OR N     -   147,499.116 2,221,948.358   MT  0.99990255   -2 29 57.6
 QE2404;SPC OR N     -   483,920.98  7,289,856.82   iFT  0.99990255   -2 29 57.6
 QE2404;UTM  10      - 4,976,734.645   419,189.951   MT  0.99968030   -0 43 24.6
 QE2404
 QE2404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2404!SPC OR N     -   1.00000224  x   0.99990255  =   0.99990479
 QE2404!UTM  10      -   1.00000224  x   0.99968030  =   0.99968254
 QE2404
 QE2404|---------------------------------------------------------------------|
 QE2404| PID    Reference Object                     Distance      Geod. Az  |
 QE2404|                                                           dddmmss.s |
 QE2404| QE2406 GRAVE                               316.189 METERS 16337     |
 QE2404| QE2401 SURF                                246.440 METERS 22530     |
 QE2404| QE2403 ROCK                                APPROX. 1.2 KM 3540718.8 |
 QE2404|---------------------------------------------------------------------|
 QE2404
 QE2404                          SUPERSEDED SURVEY CONTROL
 QE2404
 QE2404  NAD 83(1986)-  44 56 22.08146(N)    124 01 27.25462(W) AD(       ) 3
 QE2404  NAD 83(1986)-  44 56 22.10382(N)    124 01 27.25228(W) AD(       ) 3
 QE2404  NAD 27      -  44 56 22.72800(N)    124 01 22.83400(W) AD(       ) 3
 QE2404
 QE2404.Superseded values are not recommended for survey control.
 QE2404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2404.See file dsdata.txt to determine how the superseded data were derived.
 QE2404
 QE2404_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ1919076735(NAD 83)
 QE2404
 QE2404  HISTORY     - Date     Condition        Report By
 QE2404  HISTORY     - 1927     MONUMENTED       CGS
 QE2404  HISTORY     - 1934     SEE DESCRIPTION  CGS
 QE2404
 QE2404                          STATION DESCRIPTION
 QE2404
 QE2404'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (GLB)
 QE2404'THIS STATION IS ABOUT 1/2 MILE N OF MOUTH OF SILETZ RIVER IN A
 QE2404'SMALL DRAW THAT MAKES DOWN TO THE BEACH.  MARKED TEMPORARILY BY A
 QE2404'2- BY 4-INCH STAKE DRIVEN INTO GROUND WITH NAIL HOLE IN TOP.
 QE2404
 QE2404                          STATION RECOVERY (1934)
 QE2404
 QE2404'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (LAM)
 QE2404'THIS TEMPORARILY UNMARKED STATION CONSISTED OF A NAIL DRIVEN INTO
 QE2404'A SMALL TIMBER SET IN THE GROUND AT A POINT ABOUT 0.25 MILE N OF
 QE2404'THE MOUTH OF SILETZ RIVER, IN A SMALL DRAW THAT MAKES DOWN TO THE
 QE2404'BEACH.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2332 ***********************************************************************
 RD2332  DESIGNATION -  COT 2
 RD2332  PID         -  RD2332
 RD2332  STATE/COUNTY-  OR/MULTNOMAH
 RD2332  USGS QUAD   -  CAMAS (1993)
 RD2332
 RD2332                         *CURRENT SURVEY CONTROL
 RD2332  ___________________________________________________________________
 RD2332* NAD 83(1991)-  45 33 40.83825(N)    122 26 31.36505(W)     ADJUSTED  
 RD2332* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 RD2332  ___________________________________________________________________
 RD2332  LAPLACE CORR-           3.62  (seconds)                    DEFLEC99
 RD2332  GEOID HEIGHT-         -22.65  (meters)                     GEOID03
 RD2332  HORZ ORDER  -  THIRD
 RD2332
 RD2332.The horizontal coordinates were established by classical geodetic methods
 RD2332.and adjusted by the National Geodetic Survey in October 1991.
 RD2332
 RD2332.The orthometric height was scaled from a topographic map.
 RD2332
 RD2332.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2332
 RD2332.The geoid height was determined by GEOID03.
 RD2332
 RD2332;                    North         East     Units Scale Factor Converg.
 RD2332;SPC OR N     -   212,363.742 2,348,405.399   MT  0.99991804   -1 22 38.2
 RD2332;SPC OR N     -   696,731.44  7,704,742.12   iFT  0.99991804   -1 22 38.2
 RD2332;SPC WA S     -    27,210.616   348,382.664   MT  1.00007272   -1 24 38.5
 RD2332;SPC WA S     -    89,273.50  1,142,985.46   sFT  1.00007272   -1 24 38.5
 RD2332;UTM  10      - 5,045,463.060   543,543.799   MT  0.99962331   +0 23 54.2
 RD2332
 RD2332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2332!SPC OR N     -   1.00000260  x   0.99991804  =   0.99992064
 RD2332!SPC WA S     -   1.00000260  x   1.00007272  =   1.00007532
 RD2332!UTM  10      -   1.00000260  x   0.99962331  =   0.99962591
 RD2332
 RD2332:                Primary Azimuth Mark                     Grid Az
 RD2332:SPC OR N     -  BULL 2                                   303 27 14.1
 RD2332:SPC WA S     -  BULL 2                                   303 29 14.4
 RD2332:UTM  10      -  BULL 2                                   301 40 41.7
 RD2332
 RD2332|---------------------------------------------------------------------|
 RD2332| PID    Reference Object                     Distance      Geod. Az  |
 RD2332|                                                           dddmmss.s |
 RD2332| RD2318 BULL 2                              APPROX. 1.8 KM 3020435.9 |
 RD2332|---------------------------------------------------------------------|
 RD2332
 RD2332                          SUPERSEDED SURVEY CONTROL
 RD2332
 RD2332  NAD 83(1986)-  45 33 40.85352(N)    122 26 31.36937(W) AD(       ) 3
 RD2332  NAD 27      -  45 33 41.41875(N)    122 26 27.04125(W) AD(       ) 3
 RD2332
 RD2332.Superseded values are not recommended for survey control.
 RD2332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2332.See file dsdata.txt to determine how the superseded data were derived.
 RD2332
 RD2332_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER4354445463(NAD 83)
 RD2332
 RD2332  HISTORY     - Date     Condition        Report By
 RD2332  HISTORY     - 1938     MONUMENTED       USE
 RD2332  HISTORY     - 1945     SEE DESCRIPTION  CGS
 RD2332  HISTORY     - 1952     SEE DESCRIPTION  CGS
 RD2332  HISTORY     - 1966     SEE DESCRIPTION  CGS
 RD2332  HISTORY     - 19941005 MARK NOT FOUND   USPSQD
 RD2332
 RD2332                          STATION DESCRIPTION
 RD2332
 RD2332'DESCRIBED BY US ENGINEERS 1938 (WMS)
 RD2332'STATION IS LOCATED ON THE S BANK OF THE COLUMBIA RIVER DIRECTLY
 RD2332'OPPOSITE THE W TIP OF LADYS ISLAND AND ABOUT 420 METERS UPSTREAM OF
 RD2332'POINT WHERE SMALL CREEK ENTERS THE RIVER, ABOUT 4 METERS INSHORE
 RD2332'FROM THE CUT BANK.
 RD2332'
 RD2332'STATION IS MARKED BY 1 1/2-INCH IRON PIPE IN CENTER OF BLOCK OF
 RD2332'CONCRETE WHICH HAS CUT USE 1935 MARKED UPON IT.
 RD2332
 RD2332                          STATION RECOVERY (1945)
 RD2332
 RD2332'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (RAE)
 RD2332'THIS STATION WAS RECOVERED AS DESCRIBED BY W.M.S. IN 1938, EXCEPT
 RD2332'THAT THE NAME OF THE ISLAND IS LADY ISLAND INSTEAD OF LADYS
 RD2332'ISLAND.  THE STATION IS NOW AT THE INSHORE END OF THE E JETTY OF A
 RD2332'SERIES OF JETTIES AT THE MOUTH OF A SMALL CREEK.  THE STATION IS AT
 RD2332'THE EDGE OF A CUTBANK WHICH HAS BEEN RIPRAPPED.  THIS STATION IS
 RD2332'REACHED BY BOAT.
 RD2332
 RD2332                          STATION RECOVERY (1952)
 RD2332
 RD2332'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ANS)
 RD2332'THE STATION WAS RECOVERED AND THE MARK WAS FOUND TO BE IN FAIR
 RD2332'CONDITION.  THE CONCRETE BLOCK IS CRACKED DIAGONALLY ACROSS THE TOP
 RD2332'BUT IS STILL IN PLACE AND THE PIPE IN THE CENTER OF THE BLOCK IS
 RD2332'CORRODING.
 RD2332'
 RD2332'STATION IS ON THE S BANK OF THE COLUMBIA RIVER, ABOUT 2 MILES WNW OF
 RD2332'TROUTDALE AIRPORT, 1.6 MILES E OF THE INTERSECTION OF N.E. MARINE
 RD2332'DRIVE AND N.E. ONE HUNDRED AND EIGHTY-FIFTH AVENUE, AND 1/2 MILE N
 RD2332'OF THE E END OF BLUE LAKE.  IT IS DIRECTLY S OF THE W TIP OF LADY
 RD2332'ISLAND, ABOUT 1500 FEET ENE ALONG THE RIVERBANK FROM THE MOUTH OF A
 RD2332'SLOUGH, AND AT THE INSHORE END OF THE MOST E JETTY IN THE VICINITY.
 RD2332'
 RD2332'STATION MARK IS A 1-1/2-INCH IRON PIPE SET FLUSH IN A 9-INCH SQUARE
 RD2332'CONCRETE BLOCK THAT IS 3 INCHES BELOW THE SURFACE OF THE GROUND.
 RD2332'COT USED 1935 IS INSCRIBED IN THE CONCRETE.  IT IS 8.9 METERS
 RD2332'(SLOPE DISTANCE) S OF THE END POSTS OF THE JETTY, 4.4 METERS W OF A
 RD2332'TREE, 4 FEET IN DIAMETER, ON THE EDGE OF THE BANK, AND 0.8 METER S
 RD2332'OF THE RIPRAP (ROCKS) AT THE TOP OF THE 10-FOOT BANK.
 RD2332'
 RD2332'TO REACH THE STATION FROM THE INTERSECTION OF N.E. ONE HUNDRED AND
 RD2332'EIGHTY-FIFTH AVENUE AND N.E. MARINE DRIVE, GO E ON MARINE DRIVE FOR
 RD2332'1.2 MILES TO THE END OF TRUCK TRAVEL AT THE POINT WHERE MARINE DRIVE
 RD2332'LEAVES THE TOP OF THE LEVEE.  FROM THE END OF TRUCK TRAVEL GO E
 RD2332'AND NE ALONG THE LEVEE FOR ABOUT 0.2 MILE TO THE MOUTH OF THE SLOUGH.
 RD2332'CROSS THE SLOUGH BY MEANS OF THE RAFT AND CONTINUE 0.3 MILE TO THE
 RD2332'STATION.
 RD2332
 RD2332                          STATION RECOVERY (1966)
 RD2332
 RD2332'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JJC)
 RD2332'A THOROUGH SEARCH WAS MADE FOR THE MARK IN THE AREA IN WHICH IT WAS
 RD2332'DESCRIBED TO BE.  A LARGE HOLE WAS FOUND WHERE THE MARK WAS DESCRIBED
 RD2332'TO BE.  STATION PRESUMED LOST.
 RD2332
 RD2332                          STATION RECOVERY (1994)
 RD2332
 RD2332'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD2332'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2606 ***********************************************************************
 QE2606  DESIGNATION -  COTTAGE
 QE2606  PID         -  QE2606
 QE2606  STATE/COUNTY-  OR/LANE
 QE2606  USGS QUAD   -  
 QE2606
 QE2606                         *CURRENT SURVEY CONTROL
 QE2606  ___________________________________________________________________
 QE2606* NAD 83(1991)-  44 02 20.98668(N)    124 07 53.70207(W)     ADJUSTED  
 QE2606* NAVD 88     -        13.     (meters)      43.     (feet)  SCALED    
 QE2606  ___________________________________________________________________
 QE2606  LAPLACE CORR-          14.91  (seconds)                    DEFLEC99
 QE2606  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 QE2606  HORZ ORDER  -  THIRD
 QE2606
 QE2606.The horizontal coordinates were established by classical geodetic methods
 QE2606.and adjusted by the National Geodetic Survey in October 1991.
 QE2606
 QE2606.The orthometric height was scaled from a topographic map.
 QE2606
 QE2606.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2606
 QE2606.The geoid height was determined by GEOID03.
 QE2606
 QE2606;                    North         East     Units Scale Factor Converg.
 QE2606;SPC OR S     -   269,865.471 1,209,004.394   MT  1.00001019   -2 29 04.3
 QE2606;SPC OR S     -   885,385.40  3,966,549.85   iFT  1.00001019   -2 29 04.3
 QE2606;UTM  10      - 4,876,845.011   409,335.756   MT  0.99970110   -0 47 12.0
 QE2606
 QE2606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2606!SPC OR S     -   1.00000183  x   1.00001019  =   1.00001202
 QE2606!UTM  10      -   1.00000183  x   0.99970110  =   0.99970293
 QE2606
 QE2606:                Primary Azimuth Mark                     Grid Az
 QE2606:SPC OR S     -  EAGLE                                    030 13 02.9
 QE2606:UTM  10      -  EAGLE                                    028 31 10.6
 QE2606
 QE2606|---------------------------------------------------------------------|
 QE2606| PID    Reference Object                     Distance      Geod. Az  |
 QE2606|                                                           dddmmss.s |
 QE2606| QE2590 EAGLE                               APPROX. 6.6 KM 0274358.6 |
 QE2606| CE1364 COTTAGE RM 2                          9.590 METERS 18129     |
 QE2606| CE1363 COTTAGE RM 1                          8.790 METERS 34030     |
 QE2606|---------------------------------------------------------------------|
 QE2606
 QE2606                          SUPERSEDED SURVEY CONTROL
 QE2606
 QE2606  NAD 83(1986)-  44 02 20.99501(N)    124 07 53.75812(W) AD(       ) 3
 QE2606  NAD 27      -  44 02 21.55600(N)    124 07 49.33100(W) AD(       ) 3
 QE2606
 QE2606.Superseded values are not recommended for survey control.
 QE2606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2606.See file dsdata.txt to determine how the superseded data were derived.
 QE2606
 QE2606_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP0933676845(NAD 83)
 QE2606_MARKER: Z = SEE DESCRIPTION
 QE2606_SETTING: 0 = UNSPECIFIED SETTING
 QE2606
 QE2606  HISTORY     - Date     Condition        Report By
 QE2606  HISTORY     - 1927     MONUMENTED       CGS
 QE2606  HISTORY     - 1954     SEE DESCRIPTION  CGS
 QE2606  HISTORY     - 1955     SEE DESCRIPTION  CGS
 QE2606
 QE2606                          STATION DESCRIPTION
 QE2606
 QE2606'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (GLB)
 QE2606'STATION IS ABOUT 6 MILES BY ROAD FROM FLORENCE, AT HECETA BEACH,
 QE2606'ON THE FIRST HIGH BARE SAND RIDGE, ABOUT 150 METERS NW FROM THE
 QE2606'POINT WHERE THE ROAD LEADS ONTO THE BEACH.  THERE IS A U.S. RANGER
 QE2606'CABIN AND ONE OTHER COTTAGE AT THIS POINT, ABOUT 75 METERS E OF
 QE2606'THE BEACH.  RIDGE IS COVERED WITH GRASS AND LIGHT BRUSH ON THE
 QE2606'TOP AND W SIDE.  THE STATION IS ON THE HIGHEST PART.
 QE2606'
 QE2606'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 QE2606'CONCRETE IN 10-INCH TILES, WHICH ARE PROJECTING 4 INCHES ABOVE
 QE2606'THE SURFACE OF THE GROUND.
 QE2606'
 QE2606'UNDERGROUND MARK IS A STANDARD BRONZE DISK SET IN CONCRETE, AS
 QE2606'DESCRIBED IN NOTE 7A.
 QE2606
 QE2606                          STATION RECOVERY (1954)
 QE2606
 QE2606'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JBC)
 QE2606'STATION MARK STAMPED COTTAGE 1927 RECOVERED AS DESCRIBED.
 QE2606'
 QE2606'WIND EROSION IS DESTROYING HILL ON WHICH THIS STATION (BRASS CAP
 QE2606'CEMENTED IN RED 10 IN TILE) IS LOCATED.  FOUND TILE LYING FLAT ON
 QE2606'ITS SIDE.  STOOD IT UP AGAIN BUT MADE NO ATTEMPT TO REPLACE OR
 QE2606'RELOCATE STATION PERMANENTLY.  IT IS NOW IN A DISTURBED CONDITION
 QE2606'AND SHOULD BE RELOCATED.
 QE2606
 QE2606                          STATION RECOVERY (1955)
 QE2606
 QE2606'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LSB)
 QE2606'A THOROUGH SEARCH WAS MADE FOR THE STATION AND THE REFERENCE
 QE2606'MARKS.  A NOTE FROM A PRIVATE PARTY IN 1954 MENTIONED THAT THE
 QE2606'STATION MARK WAS FOUND LYING ON ITS SIDE AND WAS PROPPED UP.  THE
 QE2606'MARKS WERE NOT FOUND.  THE SAND HILL DESCRIBED HAS ERODED BADLY
 QE2606'AND THE STATION HAS PROBABLY BEEN LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0929 ***********************************************************************
 PC0929  DESIGNATION -  COTTAGE GROVE
 PC0929  PID         -  PC0929
 PC0929  STATE/COUNTY-  OR/LANE
 PC0929  USGS QUAD   -  COTTAGE GROVE (1984)
 PC0929
 PC0929                         *CURRENT SURVEY CONTROL
 PC0929  ___________________________________________________________________
 PC0929* NAD 83(1991)-  43 49 31.92873(N)    123 03 49.97344(W)     ADJUSTED  
 PC0929* NAVD 88     -       406.     (meters)    1332.     (feet)  SCALED    
 PC0929  ___________________________________________________________________
 PC0929  LAPLACE CORR-          -3.80  (seconds)                    DEFLEC99
 PC0929  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 PC0929  HORZ ORDER  -  SECOND
 PC0929
 PC0929.The horizontal coordinates were established by classical geodetic methods
 PC0929.and adjusted by the National Geodetic Survey in October 1991.
 PC0929
 PC0929.The orthometric height was scaled from a topographic map.
 PC0929
 PC0929.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC0929
 PC0929.The geoid height was determined by GEOID03.
 PC0929
 PC0929;                    North         East     Units Scale Factor Converg.
 PC0929;SPC OR S     -   242,975.859 1,293,799.597   MT  0.99996034   -1 45 14.7
 PC0929;SPC OR S     -   797,164.89  4,244,749.33   iFT  0.99996034   -1 45 14.7
 PC0929;UTM  10      - 4,852,497.762   494,863.373   MT  0.99960032   -0 02 39.2
 PC0929
 PC0929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC0929!SPC OR S     -   0.99993995  x   0.99996034  =   0.99990029
 PC0929!UTM  10      -   0.99993995  x   0.99960032  =   0.99954030
 PC0929
 PC0929|---------------------------------------------------------------------|
 PC0929| PID    Reference Object                     Distance      Geod. Az  |
 PC0929|                                                           dddmmss.s |
 PC0929| CD9245 COTTAGE GROVE RM 1                   11.977 METERS 11710     |
 PC0929| CD9244 COTTAGE GROVE AZ MK                                1715342.9 |
 PC0929| CD9246 COTTAGE GROVE RM 2                   14.450 METERS 35332     |
 PC0929|---------------------------------------------------------------------|
 PC0929
 PC0929                          SUPERSEDED SURVEY CONTROL
 PC0929
 PC0929  NAD 83(1986)-  43 49 31.94078(N)    123 03 49.99842(W) AD(       ) 2
 PC0929  NAD 27      -  43 49 32.49400(N)    123 03 45.70600(W) AD(       ) 2
 PC0929
 PC0929.Superseded values are not recommended for survey control.
 PC0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0929.See file dsdata.txt to determine how the superseded data were derived.
 PC0929
 PC0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP9486352498(NAD 83)
 PC0929
 PC0929  HISTORY     - Date     Condition        Report By
 PC0929  HISTORY     - 1940     MONUMENTED       USE
 PC0929  HISTORY     - 1964     SEE DESCRIPTION  CGS
 PC0929
 PC0929                          STATION DESCRIPTION
 PC0929
 PC0929'DESCRIBED BY US ENGINEERS 1940 (ANS)
 PC0929'STATION IS LOCATED ABOUT 3.5 MILES NW OF COTTAGE GROVE ON THE
 PC0929'PROPERTY OF MR. CONNER.  STATION IS ON THE HIGHEST POINT OF A
 PC0929'HILL THAT IS CULTIVATED ON THE SOUTH, HAS PASTURE ON THE EAST
 PC0929'SIDE AND HAS TIMBER ON THE WEST AND NORTH SIDES.
 PC0929'
 PC0929'STATION IS REACHED AS FOLLOWS--FROM COTTAGE GROVE GO N AND NE
 PC0929'ON U.S. HWY. 99 1.0 MILE TO THE N END OF THE COAST FORK
 PC0929'BRIDGE.  TURN LEFT (W) OFF HIGHWAY AND GO ON GRAVEL ROAD
 PC0929'BETWEEN SAWMILL AND RIVER 0.3 MILE.  TURN RIGHT (N) AT SIGN
 PC0929'PRIVATE ROAD ON LANE AND GO 0.1 MILE TO FORK.  TAKE RIGHT FORK
 PC0929'AND GO IN A NORTHERLY DIRECTION UP A STEEP AND NARROW ROAD 0.9
 PC0929'MILE TO A CATTLE GUARD.  CONTINUE 0.2 MILE TO GATE INTO BARN
 PC0929'YARD.  TAKE ROAD FROM BARN YARD N AND NW 0.4 MILE TO STATION
 PC0929'AT THE HIGHEST PART OF HILL.
 PC0929'
 PC0929'STATION, STAMPED COTTAGE GROVE 1939 IS A USE MARK SET IN A 8
 PC0929'INCH SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT 6 INCHES
 PC0929'ABOVE THE GROUND.  IT IS 9.0 FT. SE OF THE CENTER LINE OF A
 PC0929'TRACK ROAD, AND 5.0 FT. N OF A STUMP WITH A TRIANGLE BLAZE ON IT.
 PC0929'
 PC0929'AZIMUTH MARK, STAMPED COTTAGE GROVE 1940 PROJECTS ABOUT 6
 PC0929'INCHES ABOVE THE GROUND.  IT IS 51.0 FT. S OF THE CENTER LINE
 PC0929'OF TRACK ROAD, 22.0 FT. W OF A 6 INCH WHITE OAK TREE AND ABOUT
 PC0929'75 YARDS E OF TWO GATES.  TO REACH FROM STATION WALK S ABOUT
 PC0929'0.3 MILE TO AZIMUTH MARK JUST S OF TRACK ROAD.
 PC0929'
 PC0929'R. M. 1, STAMPED COTTAGE GROVE NO 1 1940 IS SET IN BEDROCK
 PC0929'FLUSH WITH THE GROUND.  IT IS ABOUT 7.0 FT. LOWER THAN THE
 PC0929'STATION, AND 49.0 FT. S OF THE CENTER LINE OF TRACK ROAD.
 PC0929'
 PC0929'R. M. 2, STAMPED COTTAGE GROVE NO 2 1940 PROJECTS ABOUT 6
 PC0929'INCHES ABOVE THE GROUND.  IT IS ABOUT 30.0 FT. N OF THE CENTER
 PC0929'LINE OF A TRACK ROAD, AND ABOUT 3.0 FT. LOWER THAN THE STATION.
 PC0929
 PC0929                          STATION RECOVERY (1964)
 PC0929
 PC0929'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (PAS)
 PC0929'THE STATION WAS RECOVERED AND ALL MARKS FOUND AS DESCRIBED.  A
 PC0929'METAL WITNESS POST WAS PLACED 3 FEET SOUTH OF THE STATION AND A
 PC0929'METAL WITNESS POST WAS PLACED 0.5 FOOT EAST OF THE AZIMUTH
 PC0929'MARK.  THE PROPERTY IS NOW OWNED BY MR. GEORGE GRIMMS.  THE
 PC0929'ORIGINAL TO REACH IS OBSOLETE.  A NEW TO REACH FOLLOWS.
 PC0929'
 PC0929'TO REACH THE STATION FROM THE COTTAGE GROVE POST OFFICE GO
 PC0929'EAST ON ADAMS AVENUE FOR 0.1 MILE TO U.S. HIGHWAY 99, TURN LEFT
 PC0929'AND GO NORTH ON U.S. HIGHWAY 99 FOR 1.2 MILES TO A SIDE ROAD LEFT
 PC0929'AT THE NORTH END OF THE BRIDGE OVER THE COAST FORK OF THE
 PC0929'WILLAMETTE RIVER, TURN LEFT AND GO WEST ON THE NORTH SIDE OF
 PC0929'THE RIVER FOR 0.3 MILE TO A SIDE ROAD RIGHT, TURN RIGHT,
 PC0929'PASSING TO THE LEFT OF TWO TIN SHEDS AND A BARN AND GO NORTH
 PC0929'ON THE GRAVELED ROAD FOR 0.1 MILE TO A FORK, TAKE RIGHT FORK,
 PC0929'STRAIGHT AHEAD AND GO 0.25 MILE TO ANOTHER FORK, TAKE THE
 PC0929'LEFT FORK AND GO NORTHWEST AND NORTH ON NARROW GRAVELED ROAD
 PC0929'FOR 0.65 MILE TO A BROAD GATE OVER A CATTLE GUARD, PASS
 PC0929'THRU GATE AND GO NORTH FOR 0.2 MILE TO MR. GRIMMS HOUSE AND THE
 PC0929'END OF TRUCK TRAVEL.  FROM HERE PACK WEST-SOUTHWEST ACROSS
 PC0929'THE PASTURE FOR ABOUT 0.1 MILE TO A FENCE, CROSS FENCE
 PC0929'AND PACK WEST ON A WASHED-OUT OLD TRACK ROAD THAT PARALLELS
 PC0929'AN EAST-WEST FENCE FOR ABOUT 0.1 MILE TO THE AZIMUTH MARK.
 PC0929'FROM HERE PACK NORTH-NORTHWEST ACROSS A SMALL
 PC0929'PASTURE, THEN UP INTO A WOODED AREA TO THE FIRST SUMMIT AND
 PC0929'STATION.  LENGTH OF PACK IS ABOUT 10 MINUTES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH1206 ***********************************************************************
 OH1206  DESIGNATION -  COTTON
 OH1206  PID         -  OH1206
 OH1206  STATE/COUNTY-  OR/MALHEUR
 OH1206  USGS QUAD   -  NAMORF (1990)
 OH1206
 OH1206                         *CURRENT SURVEY CONTROL
 OH1206  ___________________________________________________________________
 OH1206* NAD 83(1991)-  43 47 36.56164(N)    117 39 18.03694(W)     ADJUSTED  
 OH1206* NAVD 88     -      1137.1    (meters)    3731.     (feet)  VERTCON   
 OH1206  ___________________________________________________________________
 OH1206  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 OH1206  GEOID HEIGHT-         -17.99  (meters)                     GEOID03
 OH1206  HORZ ORDER  -  THIRD
 OH1206
 OH1206.The horizontal coordinates were established by classical geodetic methods
 OH1206.and adjusted by the National Geodetic Survey in October 1991.
 OH1206
 OH1206.The NAVD 88 height was computed by applying the VERTCON shift value to
 OH1206.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OH1206
 OH1206.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1206
 OH1206.The geoid height was determined by GEOID03.
 OH1206
 OH1206;                    North         East     Units Scale Factor Converg.
 OH1206;SPC OR S     -   240,147.500 1,728,921.220   MT  0.99995408   +1 56 47.0
 OH1206;SPC OR S     -   787,885.50  5,672,313.71   iFT  0.99995408   +1 56 47.0
 OH1206;UTM  11      - 4,849,145.038   447,303.279   MT  0.99963415   -0 27 11.9
 OH1206
 OH1206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1206!SPC OR S     -   0.99982455  x   0.99995408  =   0.99977864
 OH1206!UTM  11      -   0.99982455  x   0.99963415  =   0.99945877
 OH1206
 OH1206:                Primary Azimuth Mark                     Grid Az
 OH1206:SPC OR S     -  BULLY                                    032 56 20.1
 OH1206:UTM  11      -  BULLY                                    035 20 19.0
 OH1206
 OH1206|---------------------------------------------------------------------|
 OH1206| PID    Reference Object                     Distance      Geod. Az  |
 OH1206|                                                           dddmmss.s |
 OH1206| QB1238 BULLY                               APPROX.29.1 KM 0345307.1 |
 OH1206| CD6269 COTTON RM 1                           7.050 METERS 12829     |
 OH1206| CD6270 COTTON RM 2                          10.013 METERS 27224     |
 OH1206|---------------------------------------------------------------------|
 OH1206
 OH1206                          SUPERSEDED SURVEY CONTROL
 OH1206
 OH1206  NAD 83(1986)-  43 47 36.55908(N)    117 39 18.02567(W) AD(       ) 3
 OH1206  NAD 27      -  43 47 36.98074(N)    117 39 14.36762(W) AD(       ) 3
 OH1206  NGVD 29 (07/19/86) 1136.0    (m)         3727.     (f) VERT ANG    3  
 OH1206
 OH1206.Superseded values are not recommended for survey control.
 OH1206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1206.See file dsdata.txt to determine how the superseded data were derived.
 OH1206
 OH1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ4730349145(NAD 83)
 OH1206_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OH1206_SETTING: 66 = SET IN ROCK OUTCROP
 OH1206_SP_SET: SET IN BEDROCK
 OH1206_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OH1206+STABILITY: POSITION/ELEVATION WELL
 OH1206
 OH1206  HISTORY     - Date     Condition        Report By
 OH1206  HISTORY     - 1965     MONUMENTED       USGS
 OH1206  HISTORY     - 1966     GOOD             USGS
 OH1206  HISTORY     - 1967     GOOD             USGS
 OH1206  HISTORY     - 1972     GOOD             USGS
 OH1206  HISTORY     - 1973     GOOD             USGS
 OH1206
 OH1206                          STATION DESCRIPTION
 OH1206
 OH1206'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 OH1206'LOCATED ABOUT 21 MI E. OF JUNTURA, ABOUT 5 MI SW. OF HARPER,
 OH1206'ABOUT 1 MI SE. OF U.S. HWY. 20.  ON HIGHEST TOP OF NORTHEAST END
 OH1206'OF RIDGE BETWEEN COTTONWOOD CREEK AND SQUAW CREEK.
 OH1206'
 OH1206'TO REACH FROM VALE, DRIVE W. ON U.S. HWY. 20 22.3 MI TO HARPER
 OH1206'JUNCTION.  TURN LEFT (S.) 5.1 MI ON GRAVEL RD.  TURN HARD RIGHT
 OH1206'(NW.) ON TRACK RD. 1.2 MI.  STATION IS A 50-MINUTE HIKE SW. OF
 OH1206'THIS POINT (0.75 MI AIRLINE).  A 4-WHEEL DRIVE MAY BE DRIVEN UP
 OH1206'ANY OF THREE FINGER RIDGES ABOUT 3/4 OF THE WAY TO STATION IN
 OH1206'DAMP WEATHER.
 OH1206'
 OH1206'STATION MARK--STANDARD TABLET STAMPED---COTTON 1965---, CEMENTED IN
 OH1206'DRILL HOLE IN BEDROCK.
 OH1206'
 OH1206'RM 1--STANDARD RM TABLET STAMPED---NO 1 1965---, CEMENTED IN DRILL
 OH1206'HOLE IN ROCK.
 OH1206'
 OH1206'RM 2--STANDARD RM TABLET STAMPED---NO 2 1965---, CEMENTED IN DRILL
 OH1206'HOLE IN ROCK.
 OH1206
 OH1206                          STATION RECOVERY (1966)
 OH1206
 OH1206'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 OH1206'RECOVERED AS DESCRIBED.
 OH1206
 OH1206                          STATION RECOVERY (1967)
 OH1206
 OH1206'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 OH1206'RECOVERED AS DESCRIBED.
 OH1206
 OH1206                          STATION RECOVERY (1972)
 OH1206
 OH1206'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OH1206'RECOVERED AS DESCRIBED.  STATION REACHED BY HELICOPTER.
 OH1206
 OH1206                          STATION RECOVERY (1973)
 OH1206
 OH1206'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 OH1206'RECOVERED IN GOOD CONDITION EXCEPT CONCRETE AROUND TABLET WAS
 OH1206'CHIPPED SLIGHTLY.  TABLET WAS CLEANED AND RECEMENTED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0915 ***********************************************************************
 OA0915  DESIGNATION -  COTTON
 OA0915  PID         -  OA0915
 OA0915  STATE/COUNTY-  OR/COOS
 OA0915  USGS QUAD   -  CALF RANCH MOUNTIAN (1996)
 OA0915
 OA0915                         *CURRENT SURVEY CONTROL
 OA0915  ___________________________________________________________________
 OA0915* NAD 83(1991)-  42 57 21.74601(N)    124 17 42.43484(W)     ADJUSTED  
 OA0915* NAVD 88     -       567.6    (meters)    1862.     (feet)  VERTCON   
 OA0915  ___________________________________________________________________
 OA0915  LAPLACE CORR-          13.78  (seconds)                    DEFLEC99
 OA0915  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 OA0915  HORZ ORDER  -  THIRD
 OA0915
 OA0915.The horizontal coordinates were established by classical geodetic methods
 OA0915.and adjusted by the National Geodetic Survey in October 1991.
 OA0915
 OA0915.The NAVD 88 height was computed by applying the VERTCON shift value to
 OA0915.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OA0915
 OA0915.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA0915
 OA0915.The geoid height was determined by GEOID03.
 OA0915
 OA0915;                    North         East     Units Scale Factor Converg.
 OA0915;SPC OR S     -   150,241.388 1,190,458.146   MT  0.99990146   -2 35 47.1
 OA0915;SPC OR S     -   492,917.94  3,905,702.58   iFT  0.99990146   -2 35 47.1
 OA0915;UTM  10      - 4,756,746.860   394,360.958   MT  0.99973729   -0 52 57.4
 OA0915
 OA0915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA0915!SPC OR S     -   0.99991507  x   0.99990146  =   0.99981654
 OA0915!UTM  10      -   0.99991507  x   0.99973729  =   0.99965238
 OA0915
 OA0915:                Primary Azimuth Mark                     Grid Az
 OA0915:SPC OR S     -  COQUILLE RIVER LH                        333 12 12.9
 OA0915:UTM  10      -  COQUILLE RIVER LH                        331 29 23.2
 OA0915
 OA0915|---------------------------------------------------------------------|
 OA0915| PID    Reference Object                     Distance      Geod. Az  |
 OA0915|                                                           dddmmss.s |
 OA0915| OA1449 COQUILLE RIVER LH                   APPROX.21.4 KM 3303625.8 |
 OA0915|---------------------------------------------------------------------|
 OA0915
 OA0915                          SUPERSEDED SURVEY CONTROL
 OA0915
 OA0915  NAD 83(1986)-  42 57 21.72844(N)    124 17 42.47276(W) AD(       ) 3
 OA0915  NAD 27      -  42 57 22.33600(N)    124 17 38.10600(W) AD(       ) 3
 OA0915  NGVD 29 (07/19/86)  566.4    (m)         1858.     (f) VERT ANG    3  
 OA0915
 OA0915.Superseded values are not recommended for survey control.
 OA0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0915.See file dsdata.txt to determine how the superseded data were derived.
 OA0915
 OA0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN9436156747(NAD 83)
 OA0915
 OA0915  HISTORY     - Date     Condition        Report By
 OA0915  HISTORY     - 1907     MONUMENTED       CGS
 OA0915  HISTORY     - 1973     SEE DESCRIPTION  NGS
 OA0915  HISTORY     - 20021028 MARK NOT FOUND   USPSQD
 OA0915
 OA0915                          STATION DESCRIPTION
 OA0915
 OA0915'DESCRIBED BY COAST AND GEODETIC SURVEY 1907 (JSH)
 OA0915'LOCATED VERY CLOSE TO THE CURRY COUNTY LINE ON THE SOUTHWESTERN
 OA0915'SPUR OF THE RIDGE OF WHICH BENNETT BUTTE IS THE SUMMIT, ABOUT 7
 OA0915'METERS W AND A LITTLE S OF THE HIGHEST POINT, MIDWAY BETWEEN TWO
 OA0915'LARGE FIR SNAGS, AND A FEW FEET S OF THE LINE JOINING THEM.  THE
 OA0915'STATION IS MARKED BY A 3/8-INCH DRILL HOLE IN THE TOP OF A ROCK
 OA0915'SET 10 INCHES BELOW THE SURFACE AND BY A 3/8-INCH IRON SLUG SET
 OA0915'IN CONCRETE AT THE SURFACE OF THE GROUND.
 OA0915
 OA0915                          STATION RECOVERY (1973)
 OA0915
 OA0915'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 OA0915'THE STATION WAS SEARCHED FOR BUT NOT RECOVERED.  A BULLDOZER HAS
 OA0915'BEEN WORKING ON THIS SUMMIT, AND THIS STATION MAY BE
 OA0915'DESTROYED.  THIS STATION HAD NO REFERENCE MARKS, WHICH MAKES
 OA0915'RECOVERY EVEN MORE DIFFICULT.
 OA0915'
 OA0915'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OA0915'12 MILES NORTHEAST OF LANGLOIS.
 OA0915
 OA0915                          STATION RECOVERY (2002)
 OA0915
 OA0915'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 OA0915'STATION MARK  NOT FOUND, PRESUMED DESTROYED AS SUMMIT HAS BEEN
 OA0915'BULLDOZED AND HAS COMMUNICATIONS FACILITY AND BUILDINGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0884 ***********************************************************************
 QC0884  DESIGNATION -  COTTONWOOD
 QC0884  PID         -  QC0884
 QC0884  STATE/COUNTY-  OR/BAKER
 QC0884  USGS QUAD   -  UNITY RESERVOIR (1984)
 QC0884
 QC0884                         *CURRENT SURVEY CONTROL
 QC0884  ___________________________________________________________________
 QC0884* NAD 83(1991)-  44 34 18.90227(N)    118 07 35.64316(W)     ADJUSTED  
 QC0884* NAVD 88     -      1724.1    (meters)    5656.     (feet)  VERTCON   
 QC0884  ___________________________________________________________________
 QC0884  LAPLACE CORR-           4.28  (seconds)                    DEFLEC99
 QC0884  GEOID HEIGHT-         -17.23  (meters)                     GEOID03
 QC0884  HORZ ORDER  -  FIRST
 QC0884
 QC0884.The horizontal coordinates were established by classical geodetic methods
 QC0884.and adjusted by the National Geodetic Survey in October 1991.
 QC0884
 QC0884.The NAVD 88 height was computed by applying the VERTCON shift value to
 QC0884.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QC0884
 QC0884.The Laplace correction was computed from DEFLEC99 derived deflections.
 QC0884
 QC0884.The geoid height was determined by GEOID03.
 QC0884
 QC0884;                    North         East     Units Scale Factor Converg.
 QC0884;SPC OR N     -   103,362.535 2,688,489.029   MT  0.99994846   +1 40 59.5
 QC0884;SPC OR N     -   339,115.93  8,820,502.06   iFT  0.99994846   +1 40 59.5
 QC0884;UTM  11      - 4,936,014.829   410,550.482   MT  0.99969839   -0 47 26.5
 QC0884
 QC0884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QC0884!SPC OR N     -   0.99973244  x   0.99994846  =   0.99968091
 QC0884!UTM  11      -   0.99973244  x   0.99969839  =   0.99943091
 QC0884
 QC0884:                Primary Azimuth Mark                     Grid Az
 QC0884:SPC OR N     -  BLACK MTN                                054 23 30.0
 QC0884:UTM  11      -  BLACK MTN                                056 51 56.0
 QC0884
 QC0884|---------------------------------------------------------------------|
 QC0884| PID    Reference Object                     Distance      Geod. Az  |
 QC0884|                                                           dddmmss.s |
 QC0884| QC0883 BLACK MTN                           APPROX.11.8 KM 0560429.5 |
 QC0884| CD6271 COTTONWOOD RM 1                       6.080 METERS 09110     |
 QC0884| QC0900 TABLE LOOKOUT HOUSE                 APPROX.30.5 KM 2095024.7 |
 QC0884| CD6272 COTTONWOOD RM 2                       9.212 METERS 32033     |
 QC0884|---------------------------------------------------------------------|
 QC0884
 QC0884                          SUPERSEDED SURVEY CONTROL
 QC0884
 QC0884  NAD 83(1986)-  44 34 18.90396(N)    118 07 35.63485(W) AD(       ) 1
 QC0884  NAD 27      -  44 34 19.32513(N)    118 07 31.85200(W) AD(       ) 1
 QC0884  NGVD 29 (07/19/86) 1722.9    (m)         5653.     (f) VERT ANG    3  
 QC0884
 QC0884.Superseded values are not recommended for survey control.
 QC0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0884.See file dsdata.txt to determine how the superseded data were derived.
 QC0884
 QC0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK1055036015(NAD 83)
 QC0884_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QC0884_SETTING: 66 = SET IN ROCK OUTCROP
 QC0884
 QC0884  HISTORY     - Date     Condition        Report By
 QC0884  HISTORY     - 1946     MONUMENTED       CGS
 QC0884  HISTORY     - 1968     SEE DESCRIPTION  USGS
 QC0884
 QC0884                          STATION DESCRIPTION
 QC0884
 QC0884'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 QC0884'THE STATION IS ON THE NORTHERN AND HIGHEST OF THREE PROMINENT BUTTES
 QC0884'KNOWN AS THE COTTONWOOD BUTTES, ABOUT 20.0 MILES SOUTHWEST OF THE
 QC0884'TOWN OF BAKER, AND ABOUT 6.5 MILES NORTHWEST OF THE VILLAGE OF
 QC0884'HEREFORD.  IT IS THE HIGHEST PEAK IN THE VICINITY.  IT IS ON
 QC0884'THE HIGHEST POINT OF THE ROCK.  10.0 FEET NORTH OF THE SHEER EDGE
 QC0884'OF RIM.  SET IN BED ROCK.  STAMPED COTTONWOOD 1946.
 QC0884'
 QC0884'REFERENCE MARK NO. 1 IS 22.0 FEET EAST OF AND APPROX. 4.0 FEET
 QC0884'LOWER THAN STATION, 3.0 FEET NORTH OF SHEER EDGE OF RIM, SET
 QC0884'FLUSH IN BED ROCK.  STAMPED COTTONWOOD NO. 1 1946.
 QC0884'
 QC0884'REFERENCE MARK NO. 2 IS 30.0 FEET NORTHWEST OF AND APPROX. 8
 QC0884'INCHES LOWER THAN THE STATION.  APPROX, 8.0 FEET EAST OF WEST EDGE
 QC0884'OF RIM.  SET IN BED ROCK, STAMPED COTTONWOOD NO. 2 1946.
 QC0884'
 QC0884'TO REACH FROM POST OFFICE AT BAKER.  GO SOUTH ON STATE HIGHWAY
 QC0884'NO. 7 FOR 35.0 MILES TO VILLAGE OF HEREFORD.  HERE CONTINUE WEST
 QC0884'ON SAME ROAD FOR 5.1 MILES TO GRAVEL ROAD NORTH AND SIGN WHITNEY
 QC0884'18.  ANTLERS G S 16, HERE TURN RIGHT (N) ON GRAVEL ROAD FOR 1.55
 QC0884'MILES TO A Y.  TAKE RIGHT FORK AND CONTINUE NORTH ON MAIN
 QC0884'TRAVELED ROAD (PASSING SCHOOL HOUSE) FOR 2.2 MILES TO A SMALL
 QC0884'ABANDONED HOUSE AND WIRE GATE ON RIGHT.  TURN RIGHT THROUGH
 QC0884'GATE ON OLD LOGGING ROAD FOR 0.6 MILES TO FORK.  TAKE RIGHT
 QC0884'FORK AND CONTINUE 3.55 MILES (PASSING THROUGH THREE WIRE GATES)
 QC0884'TO FORK.  TAKE RIGHT FORK FOR 0.15 MILES TO BADGER HOLE SPRINGS.
 QC0884'GO 0.1 MILES TO INTERSECTION OF THREE DIM ROADS.  TAKE
 QC0884'MIDDLE ROAD FOR 0.5 MILES TO POINT DUE SOUTH OF STATION.  TURN
 QC0884'LEFT (N) FOR 0.2 MILES TO END OF TRUCK TRAVEL.  HERE PACK
 QC0884'THROUGH THE TIMBER IN NORTHERLY DIRECTION TO TOP OF RIDGE AND
 QC0884'BASE OF MOST NORTHERLY AND HIGHEST PEAK IN VICINITY.  THE
 QC0884'NORTHWEST SIDE IS THE ONLY POINT THAT CAN BE SCALED WITH PACK.
 QC0884'APPROX. 40 MINUTE PACK.
 QC0884
 QC0884                          STATION RECOVERY (1968)
 QC0884
 QC0884'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (WFM)
 QC0884'ALL MARKS FOUND AS DESCRIBED AND IN GOOD CONDITION.
 QC0884'
 QC0884'THIS HILL WAS CLIMBED AND A HELIPORT BUILT SO THAT A HELICOPTER
 QC0884'CAN LAND ABOUT 25 FT. NW. OF THE STATION.  WHEN THE CLIMB WAS
 QC0884'MADE IT WAS FOUND THAT THE BEST APPROACH WAS FROM THE SW. SIDE
 QC0884'WITH A PACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA1119 ***********************************************************************
 RA1119  DESIGNATION -  COTTONWOOD
 RA1119  PID         -  RA1119
 RA1119  STATE/COUNTY-  OR/WALLOWA
 RA1119  USGS QUAD   -  TEEPEE BUTTE (1967)
 RA1119
 RA1119                         *CURRENT SURVEY CONTROL
 RA1119  ___________________________________________________________________
 RA1119* NAD 83(1991)-  45 59 49.93812(N)    117 04 12.06373(W)     ADJUSTED  
 RA1119* NAVD 88     -      1033.3    (meters)    3390.     (feet)  VERTCON   
 RA1119  ___________________________________________________________________
 RA1119  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 RA1119  GEOID HEIGHT-         -17.30  (meters)                     GEOID03
 RA1119  HORZ ORDER  -  FIRST
 RA1119
 RA1119.The horizontal coordinates were established by classical geodetic methods
 RA1119.and adjusted by the National Geodetic Survey in October 1991.
 RA1119
 RA1119.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1119.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1119
 RA1119.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1119
 RA1119.The geoid height was determined by GEOID03.
 RA1119
 RA1119;                    North         East     Units Scale Factor Converg.
 RA1119;SPC OR N     -   264,623.598 2,765,631.120   MT  0.99999929   +2 25 57.0
 RA1119;SPC OR N     -   868,187.66  9,073,592.91   iFT  0.99999929   +2 25 57.0
 RA1119;SPC WA S     -    79,565.564   765,618.590   MT  0.99996688   +2 29 29.5
 RA1119;SPC WA S     -   261,041.35  2,511,866.99   sFT  0.99996688   +2 29 29.5
 RA1119;SPC ID W     -   481,976.972   697,749.044   MT  1.00006182   -0 56 58.5
 RA1119;SPC ID W     - 1,581,286.12  2,289,198.32   sFT  1.00006182   -0 56 58.5
 RA1119;UTM  11      - 5,093,739.335   494,578.094   MT  0.99960036   -0 03 01.3
 RA1119
 RA1119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1119!SPC OR N     -   0.99984075  x   0.99999929  =   0.99984004
 RA1119!SPC WA S     -   0.99984075  x   0.99996688  =   0.99980763
 RA1119!SPC ID W     -   0.99984075  x   1.00006182  =   0.99990256
 RA1119!UTM  11      -   0.99984075  x   0.99960036  =   0.99944117
 RA1119
 RA1119:                Primary Azimuth Mark                     Grid Az
 RA1119:SPC OR N     -  COTTONWOOD AZ MK                         126 59 13.7
 RA1119:SPC WA S     -  COTTONWOOD AZ MK                         126 55 41.2
 RA1119:SPC ID W     -  COTTONWOOD AZ MK                         130 22 09.2
 RA1119:UTM  11      -  COTTONWOOD AZ MK                         129 28 12.0
 RA1119
 RA1119|---------------------------------------------------------------------|
 RA1119| PID    Reference Object                     Distance      Geod. Az  |
 RA1119|                                                           dddmmss.s |
 RA1119| CF4715 COTTONWOOD AZ MK                                   1292510.7 |
 RA1119| CF4716 COTTONWOOD RM 1                       6.023 METERS 19506     |
 RA1119| CF4717 COTTONWOOD RM 2                       5.474 METERS 33818     |
 RA1119|---------------------------------------------------------------------|
 RA1119
 RA1119                          SUPERSEDED SURVEY CONTROL
 RA1119
 RA1119  NAD 83(1986)-  45 59 49.94283(N)    117 04 12.06186(W) AD(       ) 1
 RA1119  NAD 27      -  45 59 50.39802(N)    117 04 08.51610(W) AD(       ) 1
 RA1119  NGVD 29 (07/19/86) 1032.2    (m)         3386.     (f) VERT ANG    3  
 RA1119
 RA1119.Superseded values are not recommended for survey control.
 RA1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1119.See file dsdata.txt to determine how the superseded data were derived.
 RA1119
 RA1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML9457893739(NAD 83)
 RA1119_MARKER: Z = SEE DESCRIPTION
 RA1119_SETTING: 0 = UNSPECIFIED SETTING
 RA1119
 RA1119  HISTORY     - Date     Condition        Report By
 RA1119  HISTORY     - 1945     MONUMENTED       CGS
 RA1119
 RA1119                          STATION DESCRIPTION
 RA1119
 RA1119'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (ANS)
 RA1119'THE STATION IS LOCATED ABOUT 10 MILES SE OF ANATONE, 7 MILES SW OF
 RA1119'ROGERSBURG, 1.0 MILE N OF COTTONWOOD CREEK, 0.5 MILE S OF JOSEPH
 RA1119'CREEK, AND 109 FEET SW OF A CAIRN WHICH MARKS THE BOUNDARY LINE
 RA1119'BETWEEN THE STATES OF WASHINGTON AND OREGON.  THIS STATION IS
 RA1119'SITUATED ON THE SUMMIT OF A GRASSY RIDGE WHICH LIES BETWEEN
 RA1119'JOSEPH AND COTTONWOOD CREEKS.  HIGHER GROUND IS TO THE W.
 RA1119'
 RA1119'TO REACH FROM THE COUNTY COURTHOUSE AT ASOTIN, GO S ON THE ROAD
 RA1119'WHICH FOLLOWS THE W BANK OF THE SNAKE RIVER FOR 23.4 MILES TO
 RA1119'ROGERSBURG AT THE CONFLUENCE OF THE SNAKE AND GRANDE RONDE
 RA1119'RIVERS.  GO W ALONG THE N BANK OF THE GRANDE RONDE RIVER FOR 2.2
 RA1119'MILES.  CROSS THE GRANDE RONDE RIVER ON THE FERRY AND CONTINUE S
 RA1119'FOR 0.2 MILE.  PASS THROUGH A WIRE GATE AND GO UPGRADE 1.4
 RA1119'MILES.  CONTINUE STRAIGHT AHEAD ON THE LEFT FORK UP JOSEPH
 RA1119'CREEK AND GO 1.7 MILES.  TURN N, CROSS THE BRIDGE OVER JOSEPH
 RA1119'CREEK AND GO 1.6 MILES.  CROSS THE BRIDGE OVER JOSEPH CREEK AND
 RA1119'GO S FOR 0.2 MILE.  CROSS THE BRIDGE OVER COTTONWOOD CREEK AND GO
 RA1119'SW FOR 1.6 MILES.  TURN RIGHT, AT A RANCH HOUSE, PASS THROUGH
 RA1119'A POLE GATE AND CROSS THE BRIDGE OVER COTTONWOOD CREEK, A
 RA1119'DISTANCE OF ABOUT 300 YARDS TO THE END OF TRUCK TRAVEL.  FROM
 RA1119'HERE, PACK DIRECTLY UP THE SLOPE, BETWEEN THE ROCK LEDGES, NW FOR
 RA1119'ABOUT 0.2 MILE TO A ROCKY RIDGE.  FOLLOW THIS RIDGE UPGRADE FOR
 RA1119'ABOUT 0.7 MILE TO THE SUMMIT AND THE STATION.  THIS IS ABOUT A
 RA1119'2-HOUR PACK.
 RA1119'
 RA1119'STATION MARK IS A BRONZE STATION DISK CEMENTED IN A DRILL HOLE IN
 RA1119'A BOULDER WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  THE DISK
 RA1119'IS STAMPED COTTONWOOD 1945.
 RA1119'
 RA1119'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK CEMENTED IN A DRILL
 RA1119'HOLE IN A BOULDER WHICH PROJECTS ABOUT 10 INCHES ON THE W SIDE AND
 RA1119'IS FLUSH WITH THE GROUND ON ALL OTHER SIDES.  THIS BOULDER IS ABOUT
 RA1119'3 FEET LONG AND 1 FOOT WIDE.  THE DISK IS STAMPED COTTONWOOD NO 1
 RA1119'1945.
 RA1119'
 RA1119'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK CEMENTED IN A DRILL
 RA1119'HOLE IN A BOULDER WHICH IS FLUSH WITH THE GROUND.  THE MARK IS
 RA1119'STAMPED COTTONWOOD NO 2 1945.
 RA1119'
 RA1119'THE AZIMUTH MARK IS LOCATED ABOUT 1.0 MILE SE OF THE STATION, 0.25
 RA1119'MILE SE OF A HOUSE AND ROAD FORKS, 0.2 MILE SE OF A CATTLE GUARD,
 RA1119'37.6 FEET N OF THE CENTER OF THE TRACK ROAD, AND ABOUT 2,500 FEET
 RA1119'LOWER THAN THE STATION.  THE AZIMUTH MARK IS A BRONZE AZIMUTH DISK
 RA1119'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH IS ABOUT 3 FEET IN
 RA1119'DIAMETER AND PROJECTS 2 FEET.  THE DISK IS STAMPED COTTONWOOD
 RA1119'1945.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0806 ***********************************************************************
 NY0806  DESIGNATION -  COUGAR
 NY0806  PID         -  NY0806
 NY0806  STATE/COUNTY-  OR/LAKE
 NY0806  USGS QUAD   -  COUGAR PEAK (1980)
 NY0806
 NY0806                         *CURRENT SURVEY CONTROL
 NY0806  ___________________________________________________________________
 NY0806* NAD 83(1991)-  42 18 25.01153(N)    120 37 49.04582(W)     ADJUSTED  
 NY0806* NAVD 88     -      2416.9    (meters)    7929.     (feet)  VERTCON   
 NY0806  ___________________________________________________________________
 NY0806  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 NY0806  GEOID HEIGHT-         -20.88  (meters)                     GEOID03
 NY0806  HORZ ORDER  -  FIRST
 NY0806
 NY0806.The horizontal coordinates were established by classical geodetic methods
 NY0806.and adjusted by the National Geodetic Survey in October 1991.
 NY0806
 NY0806.The NAVD 88 height was computed by applying the VERTCON shift value to
 NY0806.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NY0806
 NY0806.The Laplace correction was computed from DEFLEC99 derived deflections.
 NY0806
 NY0806.The geoid height was determined by GEOID03.
 NY0806
 NY0806;                    North         East     Units Scale Factor Converg.
 NY0806;SPC OR S     -    71,134.149 1,489,257.297   MT  1.00000675   -0 05 20.9
 NY0806;SPC OR S     -   233,379.75  4,886,014.75   iFT  1.00000675   -0 05 20.9
 NY0806;UTM  10      - 4,686,576.661   695,313.046   MT  1.00006939   +1 35 44.0
 NY0806
 NY0806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NY0806!SPC OR S     -   0.99962436  x   1.00000675  =   0.99963111
 NY0806!UTM  10      -   0.99962436  x   1.00006939  =   0.99969372
 NY0806
 NY0806|---------------------------------------------------------------------|
 NY0806| PID    Reference Object                     Distance      Geod. Az  |
 NY0806|                                                           dddmmss.s |
 NY0806| CD6276 COUGAR RM N                           5.395 METERS 00605     |
 NY0806| NY0767 CROOK PEAK HIGHEST POINT            APPROX.40.0 KM 0810007.7 |
 NY0806| NY0771 PEAK FIRST NORTH OF DRAKE           APPROX.39.0 KM 0863600.0 |
 NY0806| CD6275 COUGAR RM E                          11.190 METERS 09002     |
 NY0806| NY0785 LAKEVIEW LAKE CO TOWER CTHSE        APPROX.26.9 KM 1190112.3 |
 NY0806| CD6273 COUGAR RM 1                                        18605     |
 NY0806| NY0808 GRIZZLY PEAK SUMMIT                 APPROX. 6.1 KM 1865715.9 |
 NY0806| NY0825 FISHHOLE MOUNTAIN TALLEST TREE      APPROX.14.9 KM 2464818.1 |
 NY0806| CD6274 COUGAR RM 2                                        26958     |
 NY0806| NY0807 COUGAR PEAK LOOKOUT HOUSE             8.070 METERS 32225     |
 NY0806|---------------------------------------------------------------------|
 NY0806
 NY0806                          SUPERSEDED SURVEY CONTROL
 NY0806
 NY0806  NAD 83(1986)-  42 18 25.01552(N)    120 37 49.04630(W) AD(       ) 1
 NY0806  NAD 27      -  42 18 25.45300(N)    120 37 45.16500(W) AD(       ) 1
 NY0806  NGVD 29 (07/19/86) 2415.6    (m)         7925.     (f) VERT ANG    3  
 NY0806
 NY0806.Superseded values are not recommended for survey control.
 NY0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0806.See file dsdata.txt to determine how the superseded data were derived.
 NY0806
 NY0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM9531386577(NAD 83)
 NY0806_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NY0806_SETTING: 80 = SET IN A BOULDER
 NY0806_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 NY0806
 NY0806  HISTORY     - Date     Condition        Report By
 NY0806  HISTORY     - 1920     MONUMENTED       CGS
 NY0806  HISTORY     - 1936     SEE DESCRIPTION  USFS
 NY0806  HISTORY     - 1971     SEE DESCRIPTION  NGS
 NY0806
 NY0806                          STATION DESCRIPTION
 NY0806
 NY0806'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (EWE)
 NY0806'ABOUT 18 MILES NORTHWEST FROM LAKEVIEW, 5 MILES BY ROAD AND
 NY0806'TRAIL SOUTHWEST FROM THOMAS CREEK RANGER STATION, 3-3/4 MILES BY
 NY0806'TRAIL FROM ROAD LEADING FROM LAKEVIEW TO THOMAS CREEK RANGER
 NY0806'STATION VIA MESMAN CREEK, AND 10 METERS SOUTHEAST FROM FOREST
 NY0806'SERVICE LOOKOUT COUGAR PEAK.  THE STATION IS MARKED BY A BRONZE
 NY0806'TABLET IN A BOULDER AS DESCRIBED IN NOTE 4.  TWO REFERENCE
 NY0806'MARKS, BRONZE TABLETS IN BOULDERS, NOTE 12C, ARE, RESPECTIVELY,
 NY0806'11.42 METERS (37.5 FEET) FROM THE STATION IN AZIMUTH 89 DEG 58
 NY0806'MIN AND 5.44 METERS (17.8 FEET) IN 6 DEG 05 MIN.
 NY0806
 NY0806                          STATION RECOVERY (1936)
 NY0806
 NY0806'RECOVERY NOTE BY US FOREST SERVICE 1936
 NY0806'ON THE SUMMIT OF COUGAR PEAK, ABOUT 18 MILES AIRLINE NW OF LAKEVIEW.
 NY0806'
 NY0806'TO REACH FROM LAKEVIEW, PROCEED W ON KLAMATH FALLS-LAKEVIEW
 NY0806'HIGHWAY (STATE HIGHWAY 66) TO DAIRY CREEK ROAD, THENCE N ABOUT
 NY0806'7 MILES TO COTTONWOOD MEADOWS ROAD, THENCE W 7.5 MILES TO
 NY0806'COTTONWOOD MEADOWS, THENCE BY TRAIL 3 MILES TO STATION.  1.5-HOUR
 NY0806'PACK.
 NY0806'
 NY0806'COUGAR PEAK LOOKOUT HOUSE, BUILT IN 1923, IS 7.92 METERS (26
 NY0806'FEET) NW OF STATION IN AZIMUTH 142 DEG 00 MIN.  OLD LOOKOUT IS GONE.
 NY0806
 NY0806                          STATION RECOVERY (1971)
 NY0806
 NY0806'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 NY0806'THE STATION MARK WAS SEARCHED FOR, BUT NOT RECOVERED.  THE
 NY0806'REFERENCE MARKS WERE FOUND OUT OF POSITION.  THE ARROW ON THE
 NY0806'REFERENCE MARK TO THE NORTH POINTS IN THE OPPOSITE DIRECTION
 NY0806'FROM THE DESCRIBED LOCATION OF THE STATION.  THE AZIMUTH MARK
 NY0806'WAS SEARCHED FOR BUT NOT RECOVERED.
 NY0806'
 NY0806'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NY0806'17 MILES NORTHWEST OF LAKEVIEW.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AJ1977 ***********************************************************************
 AJ1977  DESIGNATION -  COUGAR
 AJ1977  PID         -  AJ1977
 AJ1977  STATE/COUNTY-  OR/TILLAMOOK
 AJ1977  USGS QUAD   -  FOLEY PEAK (1985)
 AJ1977
 AJ1977                         *CURRENT SURVEY CONTROL
 AJ1977  ___________________________________________________________________
 AJ1977* NAD 83(2007)-  45 42 43.11326(N)    123 45 43.14950(W)     ADJUSTED  
 AJ1977* NAVD 88     -        25.8    (meters)      85.     (feet)  GPS OBS   
 AJ1977  ___________________________________________________________________
 AJ1977  EPOCH DATE  -        2007.00
 AJ1977  X           -  -2,479,338.979 (meters)                     COMP
 AJ1977  Y           -  -3,708,913.145 (meters)                     COMP
 AJ1977  Z           -   4,542,954.364 (meters)                     COMP
 AJ1977  LAPLACE CORR-          15.28  (seconds)                    DEFLEC99
 AJ1977  ELLIP HEIGHT-           4.219 (meters)          (02/10/07) ADJUSTED
 AJ1977  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 AJ1977
 AJ1977  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ1977  Type    PID    Designation                      North   East  Ellip
 AJ1977  -------------------------------------------------------------------
 AJ1977  NETWORK AJ1977 COUGAR                            0.63   0.49   1.74
 AJ1977  -------------------------------------------------------------------
 AJ1977
 AJ1977.The horizontal coordinates were established by GPS observations
 AJ1977.and adjusted by the National Geodetic Survey in February 2007.
 AJ1977
 AJ1977.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ1977.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ1977.The horizontal coordinates are valid at the epoch date displayed above.
 AJ1977.The epoch date for horizontal control is a decimal equivalence
 AJ1977.of Year/Month/Day.
 AJ1977
 AJ1977.The orthometric height was determined by GPS observations and a
 AJ1977.high-resolution geoid model.
 AJ1977
 AJ1977.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ1977
 AJ1977.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1977
 AJ1977.The ellipsoidal height was determined by GPS observations
 AJ1977.and is referenced to NAD 83.
 AJ1977
 AJ1977.The geoid height was determined by GEOID03.
 AJ1977
 AJ1977;                    North         East     Units Scale Factor Converg.
 AJ1977;SPC OR N     -   232,408.854 2,246,092.282   MT  0.99993952   -2 18 48.1
 AJ1977;SPC OR N     -   762,496.24  7,369,069.17   iFT  0.99993952   -2 18 48.1
 AJ1977;UTM  10      - 5,062,329.164   440,692.310   MT  0.99964324   -0 32 43.7
 AJ1977
 AJ1977!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1977!SPC OR N     -   0.99999934  x   0.99993952  =   0.99993886
 AJ1977!UTM  10      -   0.99999934  x   0.99964324  =   0.99964258
 AJ1977
 AJ1977                          SUPERSEDED SURVEY CONTROL
 AJ1977
 AJ1977  NAD 83(1998)-  45 42 43.11024(N)    123 45 43.15240(W) AD(       ) B
 AJ1977  ELLIP H (07/03/01)    4.213  (m)                       GP(       ) 5 1
 AJ1977  NAD 83(1998)-  45 42 43.11035(N)    123 45 43.15216(W) AD(1997.00) B
 AJ1977  ELLIP H (02/07/01)    4.229  (m)                       GP(       ) 3 1
 AJ1977
 AJ1977.Superseded values are not recommended for survey control.
 AJ1977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1977.See file dsdata.txt to determine how the superseded data were derived.
 AJ1977
 AJ1977_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR4069262329(NAD 83)
 AJ1977_MARKER: I = METAL ROD
 AJ1977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1977_STAMPING: COUGAR 1999
 AJ1977_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ1977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ1977+STABILITY: SURFACE MOTION
 AJ1977_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ1977+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ1977
 AJ1977  HISTORY     - Date     Condition        Report By
 AJ1977  HISTORY     - 1999     MONUMENTED       OR-057
 AJ1977
 AJ1977                          STATION DESCRIPTION
 AJ1977
 AJ1977'DESCRIBED BY TILLAMOOK COUNTY OREGON 1999 (AED)
 AJ1977'THE STATION IS LOCATED ABOUT 26.1 KM (16.20 MI) NORTH OF TILLAMOOK,
 AJ1977'20.0 KM (12.40 MI) NORTHEAST OF GARIBALDI, 11.9 KM (7.40 MI) EAST OF
 AJ1977'NEHALEM, ON THE NORTHEAST BANK OF CROOK CREEK.  OWNERSHIP--TILLAMOOK
 AJ1977'COUNTY RIGHT-OF-WAY.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 AJ1977'HIGHWAY 101 AND STATE HIGHWAY 6 IN TILLAMOOK, GO NORTH ON HIGHWAY 101
 AJ1977'FOR 13.4 KM (8.30 MI) TO THE JUNCTION OF MIAMI RIVER ROAD ON THE RIGHT
 AJ1977'ABOUT 1.61 KM (1.00 MI) EAST OF GARIBALDI.  TURN RIGHT, NORTH, ON
 AJ1977'MIAMI RIVER ROAD FOR 17.9 KM (11.10 MI) TO THE JUNCTION OF FOSS COUNTY
 AJ1977'ROAD ON THE NORTH SIDE OF THE SOUTH FORK OF THE NEHALAM RIVER.  TURN
 AJ1977'RIGHT, EASTERLY, ON FOSS ROAD FOR 10.1 KM (6.25 MI) TO THE JUNCTION OF
 AJ1977'CROOK CREEK FOREST ROAD ON THE RIGHT.  TURN RIGHT, SOUTHEAST, ON CROOK
 AJ1977'CREEK ROAD ALONG EASTERN EDGE OF THE CREEK FOR 1.6 KM (1.00 MI) TO THE
 AJ1977'STATION ON THE RIGHT.  THE STATION IS THE CENTER OF A DRILL HOLE ON
 AJ1977'TOP OF A 1 CM IN DIAMETER STAINLESS STEEL ROD PROTECTED BY A 10 CM
 AJ1977'BLACK PVC SEWER CLEAN OUT WITH SCREW CAP EMBEDDED IN A ROUND CONCRETE
 AJ1977'MONUMENT WITH BRASS PLATE STAMPED -- COUGAR 1999 -- AND FLUSH WITH THE
 AJ1977'GROUND.  IT IS 4.9 M (16.1 FT) SOUTHWEST FROM THE CENTER OF THE ROAD
 AJ1977'AND 0.5 M (1.6 FT) EAST FROM A SMALL WHITE METAL PADDLE SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2395 ***********************************************************************
 QE2395  DESIGNATION -  COUGAR LOH
 QE2395  PID         -  QE2395
 QE2395  STATE/COUNTY-  OR/LINCOLN
 QE2395  USGS QUAD   -  STOTT MOUNTAIN (1984)
 QE2395
 QE2395                         *CURRENT SURVEY CONTROL
 QE2395  ___________________________________________________________________
 QE2395* NAD 83(1991)-  44 57 19.16883(N)    123 51 48.12234(W)     ADJUSTED  
 QE2395* NAVD 88     -              **(meters)            **(feet)            
 QE2395  ___________________________________________________________________
 QE2395  LAPLACE CORR-          17.71  (seconds)                    DEFLEC99
 QE2395  GEOID HEIGHT-         -22.10  (meters)                     GEOID03
 QE2395  HORZ ORDER  -  THIRD
 QE2395
 QE2395.The horizontal coordinates were established by classical geodetic methods
 QE2395.and adjusted by the National Geodetic Survey in October 1991.
 QE2395
 QE2395
 QE2395.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2395
 QE2395.The geoid height was determined by GEOID03.
 QE2395
 QE2395;                    North         East     Units Scale Factor Converg.
 QE2395;SPC OR N     -   148,720.252 2,234,705.921   MT  0.99990149   -2 23 06.9
 QE2395;SPC OR N     -   487,927.34  7,331,712.34   iFT  0.99990149   -2 23 06.9
 QE2395;UTM  10      - 4,978,350.092   431,900.582   MT  0.99965702   -0 36 36.1
 QE2395
 QE2395                          SUPERSEDED SURVEY CONTROL
 QE2395
 QE2395  NAD 83(1986)-  44 57 19.20583(N)    123 51 48.13838(W) AD(       ) 4
 QE2395  NAD 27      -  44 57 19.77645(N)    123 51 43.75485(W) AD(       ) 3
 QE2395
 QE2395.Superseded values are not recommended for survey control.
 QE2395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2395.See file dsdata.txt to determine how the superseded data were derived.
 QE2395
 QE2395_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ3190178350(NAD 83)
 QE2395
 QE2395  HISTORY     - Date     Condition        Report By
 QE2395  HISTORY     - 1936     MONUMENTED       USFS
 QE2395  HISTORY     - 1941     SEE DESCRIPTION  CGS
 QE2395  HISTORY     - 1960     SEE DESCRIPTION  DMA
 QE2395
 QE2395                          STATION DESCRIPTION
 QE2395
 QE2395'DESCRIBED BY US FOREST SERVICE 1936
 QE2395'THIS INTERSECTED POSITION IS CENTER OF U.S. FOREST SERVICE
 QE2395'COUGAR MOUNTAIN LOOKOUT HOUSE, ON HIGHEST POINT OF COUGAR
 QE2395'MOUNTAIN, ABOUT 6 MILES (AIR LINE) SE OF OTIS.
 QE2395'
 QE2395'STATION IS MARKED BY A REFERENCE MARK IN BEDROCK NEAR E DOOR OF
 QE2395'LOOKOUT HOUSE.
 QE2395'
 QE2395'TO REACH STATION, DRIVE E ALONG SALMON RIVER HIGHWAY TO POINT
 QE2395'ABOUT 7 MILES E OF OTIS, WHERE BRANCH ROAD TURNS OFF TO S WITH
 QE2395'SIGN READING COUGAR MOUNTAIN L O.
 QE2395
 QE2395                          STATION RECOVERY (1941)
 QE2395
 QE2395'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (ANS)
 QE2395'STATION IS IN THE SIUSLAW NATIONAL FOREST ABOUT 6 MILES SE OF
 QE2395'OTIS, 4 MILES S OF HIGHWAY 18 AND 8 MILES ENE OF TAFT ON HIGHWAY
 QE2395'101.  IT IS ON THE HIGHEST POINT OF COUGAR MOUNTAIN.  THE CENTER
 QE2395'OF THE HOUSE WAS INTERSECTED.
 QE2395'
 QE2395'CENTER OF HOUSE WAS INTERSECTED BY U.S.F.S. IN 1936 AND STATION
 QE2395'MARKED BY A REFERENCE MARK IN BEDROCK ON THE E SIDE OF THE HOUSE
 QE2395'AND NEAR THE DOOR OF THE HOUSE AND 3.66 METERS (12.0 FEET)
 QE2395'EASTERLY FROM THE CENTER OF THE HOUSE IN AZIMUTH 292 DEG 34 MIN.
 QE2395'
 QE2395'IT WAS NOT VISITED IN 1941.
 QE2395
 QE2395                          STATION RECOVERY (1960)
 QE2395
 QE2395'RECOVERY NOTE BY DEFENSE MAP AGENCY 1960
 QE2395'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0807 ***********************************************************************
 NY0807  DESIGNATION -  COUGAR PEAK LOOKOUT HOUSE
 NY0807  PID         -  NY0807
 NY0807  STATE/COUNTY-  OR/LAKE
 NY0807  USGS QUAD   -  COUGAR PEAK (1980)
 NY0807
 NY0807                         *CURRENT SURVEY CONTROL
 NY0807  ___________________________________________________________________
 NY0807* NAD 83(1991)-  42 18 25.21878(N)    120 37 49.26077(W)     ADJUSTED  
 NY0807* NAVD 88     -              **(meters)            **(feet)            
 NY0807  ___________________________________________________________________
 NY0807  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 NY0807  GEOID HEIGHT-         -20.88  (meters)                     GEOID03
 NY0807  HORZ ORDER  -  THIRD
 NY0807
 NY0807.The horizontal coordinates were established by classical geodetic methods
 NY0807.and adjusted by the National Geodetic Survey in October 1991.
 NY0807
 NY0807
 NY0807.The Laplace correction was computed from DEFLEC99 derived deflections.
 NY0807
 NY0807.The geoid height was determined by GEOID03.
 NY0807
 NY0807;                    North         East     Units Scale Factor Converg.
 NY0807;SPC OR S     -    71,140.551 1,489,252.384   MT  1.00000673   -0 05 21.0
 NY0807;SPC OR S     -   233,400.76  4,885,998.64   iFT  1.00000673   -0 05 21.0
 NY0807;UTM  10      - 4,686,582.917   695,307.947   MT  1.00006936   +1 35 43.9
 NY0807
 NY0807                          SUPERSEDED SURVEY CONTROL
 NY0807
 NY0807  NAD 83(1986)-  42 18 25.22264(N)    120 37 49.26233(W) AD(       ) 4
 NY0807  NAD 27      -  42 18 25.66100(N)    120 37 45.38000(W) AD(       ) 3
 NY0807
 NY0807.Superseded values are not recommended for survey control.
 NY0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0807.See file dsdata.txt to determine how the superseded data were derived.
 NY0807
 NY0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM9530886583(NAD 83)
 NY0807
 NY0807  HISTORY     - Date     Condition        Report By
 NY0807  HISTORY     - 1935     MONUMENTED       USFS
 NY0807
 NY0807                          STATION DESCRIPTION
 NY0807
 NY0807'DESCRIBED BY US FOREST SERVICE 1935 (NS)
 NY0807'THIS INTERSECTED POSITION IS CENTER OF WOOD LOOKOUT HOUSE SITTING
 NY0807'ON GROUND ON SUMMIT OF COUGAR PEAK, A PROMINENT MOUNTAIN ABOUT 18
 NY0807'MILES NW OF LAKEVIEW.  FROM CENTER OF HOUSE, BUILT IN 1923, IT IS
 NY0807'7.92 METERS (26 FEET) SE OF U.S.C. AND G.S. STATION COUGAR OF
 NY0807'1920, IN AZIMUTH 322 DEG 00 MIN.  TO REACH STATION, PROCEED W OF
 NY0807'LAKEVIEW ON KLAMATH FALLS-LAKEVIEW HIGHWAY (OREGON 66) 8 MILES
 NY0807'TO DAIRY CREEK ROAD, THENCE N 7 MILES TO COTTONWOOD MEADOWS
 NY0807'ROAD, THENCE W 7.5 MILES TO COTTONWOOD MEADOWS, THENCE BY
 NY0807'TRAIL, 3 MILES, 1.5 HOURS.
 NY0807'
 NY0807'INTERSECTED CENTER OF HOUSE.
 NY0807'
 NY0807'NOTE--OLD U.S.F.S. TIE TO C. AND G.S. STATION, MADE IN 1921, AND
 NY0807'REPORTED TO BE 0.36 CHAINS IN AZIMUTH N 23 DEG W, STATION TO HOUSE,
 NY0807'IS OBSOLETE, AS THERE IS A NEW HOUSE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2638 ***********************************************************************
 QE2638  DESIGNATION -  COUGER
 QE2638  PID         -  QE2638
 QE2638  STATE/COUNTY-  OR/LINN
 QE2638  USGS QUAD   -  UPPER SODA (1994)
 QE2638
 QE2638                         *CURRENT SURVEY CONTROL
 QE2638  ___________________________________________________________________
 QE2638* NAD 83(1991)-  44 29 02.57848(N)    122 18 40.87454(W)     ADJUSTED  
 QE2638* NAVD 88     -      1431.3    (meters)    4696.     (feet)  VERTCON   
 QE2638  ___________________________________________________________________
 QE2638  LAPLACE CORR-           4.89  (seconds)                    DEFLEC99
 QE2638  GEOID HEIGHT-         -22.18  (meters)                     GEOID03
 QE2638  HORZ ORDER  -  THIRD
 QE2638
 QE2638.The horizontal coordinates were established by classical geodetic methods
 QE2638.and adjusted by the National Geodetic Survey in October 1991.
 QE2638
 QE2638.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE2638.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE2638
 QE2638.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2638
 QE2638.The geoid height was determined by GEOID03.
 QE2638
 QE2638;                    North         East     Units Scale Factor Converg.
 QE2638;SPC OR N     -    92,445.214 2,355,921.587   MT  0.99996545   -1 17 04.5
 QE2638;SPC OR N     -   303,297.95  7,729,401.53   iFT  0.99996545   -1 17 04.5
 QE2638;UTM  10      - 4,925,868.049   554,760.754   MT  0.99963688   +0 28 57.2
 QE2638
 QE2638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2638!SPC OR N     -   0.99977910  x   0.99996545  =   0.99974456
 QE2638!UTM  10      -   0.99977910  x   0.99963688  =   0.99941606
 QE2638
 QE2638|---------------------------------------------------------------------|
 QE2638| PID    Reference Object                     Distance      Geod. Az  |
 QE2638|                                                           dddmmss.s |
 QE2638| CS4163 COUGER RM 3                          13.475 METERS 05059     |
 QE2638| CS4164 COUGER RM 1                          12.890 METERS 16532     |
 QE2638| CS4162 4700 VA=RM 2                          4.935 METERS 28736     |
 QE2638|---------------------------------------------------------------------|
 QE2638
 QE2638                          SUPERSEDED SURVEY CONTROL
 QE2638
 QE2638  NAD 83(1986)-  44 29 02.59802(N)    122 18 40.89026(W) AD(       ) 3
 QE2638  NGVD 29 (04/26/90) 1430.2    (m)         4692.     (f) VERT ANG    3  
 QE2638
 QE2638.Superseded values are not recommended for survey control.
 QE2638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2638.See file dsdata.txt to determine how the superseded data were derived.
 QE2638
 QE2638_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ5476125868(NAD 83)
 QE2638_MARKER: DS = TRIANGULATION STATION DISK
 QE2638_SETTING: 66 = SET IN ROCK OUTCROP
 QE2638_SP_SET: SET IN ROCK OUTCROP
 QE2638_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QE2638+STABILITY: POSITION/ELEVATION WELL
 QE2638
 QE2638  HISTORY     - Date     Condition        Report By
 QE2638  HISTORY     - 1955     MONUMENTED       USGS
 QE2638
 QE2638                          STATION DESCRIPTION
 QE2638
 QE2638'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 QE2638'LOCATED ABOUT 21 MI NE. OF SWEET HOME, 9.5 MI E. OF JCT. OF
 QE2638'QUARTZVILLE CREEK AND MIDDLE FORK SANTIAM RIVER.  ON HIGHEST POINT
 QE2638'OF PROMINENT TOP KNOWN LOCALLY AS COUGER ROCK.
 QE2638'
 QE2638'TO REACH FROM CASCADIA RANGER STATION, DRIVE 3.8 MI E. ON U.S.
 QE2638'HWY. 20 TO MOOSE CREEK RD.  TURN LEFT ON MOOSE CREEK RD.
 QE2638'FOLLOWING MAIN-TRAVELED RD. 5.5 MI TO Y-RD.  TAKE RIGHT FORK 4.1
 QE2638'MI TO RD. FORKS.  TAKE LEFT FORK 1.5 MI TO Y-RD. FORK.  TAKE RIGHT
 QE2638'FORK 0.3 MI TO RD. FORKS.  TAKE LEFT FORK 0.9 MI TO RD. FORKS.
 QE2638'TAKE LEFT FORK 0.2 MI TO SADDLE.  PACK N. UP RIDGE TO TOP AND
 QE2638'STATION.  A 2-HOUR PACK.
 QE2638'
 QE2638'STATION MARK--STANDARD TABLET STAMPED---COUGER 1955---, IN ROCK
 QE2638'OUTCROP.
 QE2638'
 QE2638'RM 1--COPPER NAIL AND WASHER IN TRIANGULAR BLAZE ON TREE.
 QE2638'
 QE2638'RM 2--STANDARD TABLET STAMPED---V A 4700 1934 S---, CEMENTED IN
 QE2638'ROCK OUTCROP.
 QE2638'
 QE2638'RM 3--COPPER NAIL AND WASHER IN TRIANGULAR BLAZE ON TREE.
 QE2638'
 QE2638'1966 NOTE--STATION MARK DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2628 ***********************************************************************
 RD2628  DESIGNATION -  COUNCIL CREST
 RD2628  PID         -  RD2628
 RD2628  STATE/COUNTY-  OR/MULTNOMAH
 RD2628  USGS QUAD   -  LAKE OSWEGO (1984)
 RD2628
 RD2628                         *CURRENT SURVEY CONTROL
 RD2628  ___________________________________________________________________
 RD2628* NAD 83(1991)-  45 29 55.39859(N)    122 42 29.95320(W)     ADJUSTED  
 RD2628* NAVD 88     -       324.     (meters)    1063.     (feet)  SCALED    
 RD2628  ___________________________________________________________________
 RD2628  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 RD2628  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 RD2628  HORZ ORDER  -  FIRST
 RD2628
 RD2628.The horizontal coordinates were established by classical geodetic methods
 RD2628.and adjusted by the National Geodetic Survey in October 1991.
 RD2628
 RD2628.The orthometric height was scaled from a topographic map.
 RD2628
 RD2628.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2628
 RD2628.The geoid height was determined by GEOID03.
 RD2628
 RD2628;                    North         East     Units Scale Factor Converg.
 RD2628;SPC OR N     -   205,940.857 2,327,434.880   MT  0.99991114   -1 33 58.0
 RD2628;SPC OR N     -   675,658.98  7,635,941.21   iFT  0.99991114   -1 33 58.0
 RD2628;UTM  10      - 5,038,395.875   522,788.513   MT  0.99960638   +0 12 28.9
 RD2628
 RD2628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2628!SPC OR N     -   0.99995277  x   0.99991114  =   0.99986392
 RD2628!UTM  10      -   0.99995277  x   0.99960638  =   0.99955917
 RD2628
 RD2628|---------------------------------------------------------------------|
 RD2628| PID    Reference Object                     Distance      Geod. Az  |
 RD2628|                                                           dddmmss.s |
 RD2628| RD2550 COUNCIL CREST STANDPIPE              27.794 METERS 01608     |
 RD2628| CE2453 COUNCIL CREST RM 1                   25.708 METERS 02733     |
 RD2628| RD2626 SURVEY MARK                          41.544 METERS 03253     |
 RD2628| RD2899 ROCKY BUTTE RESET                   APPROX.12.3 KM 0641953.3 |
 RD2628| CE2454 COUNCIL CREST RM 2                   27.615 METERS 12636     |
 RD2628| CE2452 COUNCIL CREST AZ MK                                1413325.8 |
 RD2628|---------------------------------------------------------------------|
 RD2628
 RD2628                          SUPERSEDED SURVEY CONTROL
 RD2628
 RD2628  NAD 83(1986)-  45 29 55.41797(N)    122 42 29.95840(W) AD(       ) 1
 RD2628  NAD 27      -  45 29 55.99270(N)    122 42 25.60824(W) AD(       ) 1
 RD2628
 RD2628.Superseded values are not recommended for survey control.
 RD2628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2628.See file dsdata.txt to determine how the superseded data were derived.
 RD2628
 RD2628_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER2278938396(NAD 83)
 RD2628_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RD2628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD2628_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RD2628_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD2628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD2628+STABILITY: SURFACE MOTION
 RD2628_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RD2628+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2007
 RD2628
 RD2628  HISTORY     - Date     Condition        Report By
 RD2628  HISTORY     - 1961     MONUMENTED       CGS
 RD2628  HISTORY     - 1983     GOOD             ORHD
 RD2628  HISTORY     - 19940219 GOOD             USPSQD
 RD2628  HISTORY     - 20040915 GOOD             USPSQD
 RD2628  HISTORY     - 20060901 GOOD             USPSQD
 RD2628  HISTORY     - 20070911 GOOD             GEOCAC
 RD2628
 RD2628                          STATION DESCRIPTION
 RD2628
 RD2628'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 RD2628'THE STATION IS LOCATED ON THE HIGHEST PART OF COUNCIL CREST PARK,
 RD2628'ABOUT 1 MILE WEST-SOUTHWEST OF THE CENTER OF PORTLAND BUSINESS
 RD2628'DISTRICT.
 RD2628'
 RD2628'TO REACH THE STATION FROM THE INTERSECTION OF S.W. MARKET STREET
 RD2628'AND S.W. BROADWAY STREET, GO SOUTH ON S.W. BROADWAY FOR 0.4 MILE TO
 RD2628'S.W. BROADWAY DRIVE, FOLLOW IT FOR 1.2 MILES TO ITS JUNCTION WITH
 RD2628'S.W. GREENWAY AVENUE.  FOLLOW S.W. GREENWAY AVENUE FOR 0.7 MILE
 RD2628'TO THE TOP OF COUNCIL CREST HILL.
 RD2628'
 RD2628'THE STATION MARK IS A STANDARD DISK, STAMPED COUNCIL CREST 1961,
 RD2628'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH
 RD2628'WITH THE GROUND.  IT IS 74 FEET SOUTH-SOUTHWEST OF A STANDPIPE,
 RD2628'40 FEET SOUTH OF THE CENTER OF A BLACKTOP WALK AND 82 FEET WEST
 RD2628'OF WALL OF THE OBSERVATION PLATFORM.
 RD2628'
 RD2628'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED, COUNCIL CREST
 RD2628'NO 1 1961, CEMENTED IN A DRILL HOLE IN THE BASE OF THE STANDPIPE
 RD2628'ON THE SOUTHEAST SIDE.  IT IS 43 FEET WEST-NORTHWEST OF ENTRANCE
 RD2628'TO OBSERVATION PLATFORM AND 1.2 FEET SOUTHEAST OF THE STANDPIPE.
 RD2628'
 RD2628'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED COUNCIL CREST NO
 RD2628'2 1961, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT
 RD2628'THAT IS FLUSH WITH THE GROUND.  IT IS 132 FEET SOUTH-SOUTHEAST
 RD2628'OF THE STANDPIPE, 61 FEET SOUTH OF THE WALL OF THE OBSERVATION
 RD2628'PLATFORM AND 126 FEET NORTHEAST OF NORTHEAST CORNER OF A GARAGE.
 RD2628'
 RD2628'THE CITY OF PORTLAND SURVEY POINT IS A BRASS SCREW CEMENTED IN A
 RD2628'3/4 INCH PIPE.  IT IS 32 FEET NORTH OF A DRINKING FOUNTAIN AND 39
 RD2628'FEET NORTHEAST OF THE STANDPIPE.
 RD2628'
 RD2628'THE AZIMUTH MARK IS A STANDARD DISK STAMPED COUNCIL CREST 1961,
 RD2628'CEMENTED IN A DRILL HOLE IN CURB.  IT IS 360 FEET SOUTHEAST OF THE
 RD2628'STATION, 14 FEET SOUTH OF THE CENTER OF THE BLACKTOP ROAD, 144
 RD2628'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A GARAGE AND 101 FEET
 RD2628'SOUTHWEST OF ENTRANCE TO DRIVEWAY.
 RD2628
 RD2628                          STATION RECOVERY (1983)
 RD2628
 RD2628'RECOVERY NOTE BY OREGON HIGHWAY DEPARTMENT 1983 (JDU)
 RD2628'THE STATION WAS RECOVERED AT THIS DATE.
 RD2628'THE AZIMUTH MARK AND BOTH REFERENCE MARKS WERE ALSO RECOVERED.  THE
 RD2628'1961 DESCRIPTION IS ADUQUATE FOR RECOVERY.
 RD2628
 RD2628                          STATION RECOVERY (1994)
 RD2628
 RD2628'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD2628'RECOVERED IN GOOD CONDITION.
 RD2628
 RD2628                          STATION RECOVERY (2004)
 RD2628
 RD2628'RECOVERY NOTE BY US POWER SQUADRON 2004 (REC)
 RD2628'RECOVERED STATION, REFERENCE MARKS NO. 1 AND NO. 2 AND AZIMUTH MARK IN
 RD2628'GOOD CONDITION. CITY OF PORTLAND SURVEY POINT NOT FOUND - LOCAL
 RD2628'RESIDENT ADVISED THAT THE DRINKING FOUNTAIN REFERENCED MAY HAVE BEEN
 RD2628'MOVED SINCE THE LAST RECOVERY.
 RD2628
 RD2628                          STATION RECOVERY (2006)
 RD2628
 RD2628'RECOVERY NOTE BY US POWER SQUADRON 2006 (REC)
 RD2628'RECOVERED IN GOOD CONDITION.
 RD2628
 RD2628                          STATION RECOVERY (2007)
 RD2628
 RD2628'RECOVERY NOTE BY GEOCACHING 2007 (GOP)
 RD2628'FOUND STATION MARK, BOTH REFERENCE MARKS, AND THE AZ MARK.
 RD2628' 
 RD2628'RM1 - N 45 29.936 W 122 42.490
 RD2628'RM2 - N 45 29.914 W 122 42.482
 RD2628'AZ -  N 45 29.673 W 122 42.442
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2550 ***********************************************************************
 RD2550  DESIGNATION -  COUNCIL CREST STANDPIPE
 RD2550  PID         -  RD2550
 RD2550  STATE/COUNTY-  OR/MULTNOMAH
 RD2550  USGS QUAD   -  LAKE OSWEGO (1984)
 RD2550
 RD2550                         *CURRENT SURVEY CONTROL
 RD2550  ___________________________________________________________________
 RD2550* NAD 83(1991)-  45 29 56.26343(N)    122 42 29.59726(W)     ADJUSTED  
 RD2550* NAVD 88     -              **(meters)            **(feet)            
 RD2550  ___________________________________________________________________
 RD2550  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 RD2550  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 RD2550  HORZ ORDER  -  THIRD
 RD2550
 RD2550.The horizontal coordinates were established by classical geodetic methods
 RD2550.and adjusted by the National Geodetic Survey in October 1991.
 RD2550
 RD2550
 RD2550.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2550
 RD2550.The geoid height was determined by GEOID03.
 RD2550
 RD2550;                    North         East     Units Scale Factor Converg.
 RD2550;SPC OR N     -   205,967.333 2,327,443.334   MT  0.99991117   -1 33 57.7
 RD2550;SPC OR N     -   675,745.84  7,635,968.94   iFT  0.99991117   -1 33 57.7
 RD2550;UTM  10      - 5,038,422.592   522,796.141   MT  0.99960639   +0 12 29.2
 RD2550
 RD2550                          SUPERSEDED SURVEY CONTROL
 RD2550
 RD2550  NAD 83(1986)-  45 29 56.28283(N)    122 42 29.60281(W) AD(       ) 4
 RD2550  NAD 27      -  45 29 56.85620(N)    122 42 25.25300(W) AD(       ) 3
 RD2550
 RD2550.Superseded values are not recommended for survey control.
 RD2550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2550.See file dsdata.txt to determine how the superseded data were derived.
 RD2550
 RD2550_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER2279638423(NAD 83)
 RD2550_MARKER: 52 = STANDPIPE TANK
 RD2550
 RD2550  HISTORY     - Date     Condition        Report By
 RD2550  HISTORY     - 1946     FIRST OBSERVED   CGS
 RD2550  HISTORY     - 1959     GOOD             CGS
 RD2550  HISTORY     - 19940219 GOOD             USPSQD
 RD2550  HISTORY     - 20040915 GOOD             USPSQD
 RD2550
 RD2550                          STATION DESCRIPTION
 RD2550
 RD2550'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (NES)
 RD2550'COUNCIL CREST TANK IS LOCATED ON THE SUMMIT OF COUNCIL
 RD2550'CREST.  THE TANK IS PAINTED GREEN AND STANDS APPROXIMATELY 75
 RD2550'FEET HIGH.
 RD2550
 RD2550                          STATION RECOVERY (1959)
 RD2550
 RD2550'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (ANS)
 RD2550'STATION WAS RECOVERED AS DESCRIBED.
 RD2550
 RD2550                          STATION RECOVERY (1994)
 RD2550
 RD2550'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD2550'RECOVERED IN GOOD CONDITION.
 RD2550
 RD2550                          STATION RECOVERY (2004)
 RD2550
 RD2550'RECOVERY NOTE BY US POWER SQUADRON 2004 (REC)
 RD2550'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AJ8167 ***********************************************************************
 AJ8167  DESIGNATION -  COUNTY CORNER
 AJ8167  PID         -  AJ8167
 AJ8167  STATE/COUNTY-  OR/CLACKAMAS
 AJ8167  USGS QUAD   -  GAWLEY CREEK (1986)
 AJ8167
 AJ8167                         *CURRENT SURVEY CONTROL
 AJ8167  ___________________________________________________________________
 AJ8167* NAD 83(2007)-  44 53 08.57202(N)    122 24 03.66641(W)     ADJUSTED  
 AJ8167* NAVD 88     -      1077.2    (meters)    3534.     (feet)  GPS OBS   
 AJ8167  ___________________________________________________________________
 AJ8167  EPOCH DATE  -        2007.00
 AJ8167  X           -  -2,425,922.036 (meters)                     COMP
 AJ8167  Y           -  -3,822,491.270 (meters)                     COMP
 AJ8167  Z           -   4,479,103.319 (meters)                     COMP
 AJ8167  LAPLACE CORR-           5.38  (seconds)                    DEFLEC99
 AJ8167  ELLIP HEIGHT-        1055.076 (meters)          (02/10/07) ADJUSTED
 AJ8167  GEOID HEIGHT-         -22.12  (meters)                     GEOID03
 AJ8167
 AJ8167  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ8167  Type    PID    Designation                      North   East  Ellip
 AJ8167  -------------------------------------------------------------------
 AJ8167  NETWORK AJ8167 COUNTY CORNER                     0.82   0.92   3.18
 AJ8167  -------------------------------------------------------------------
 AJ8167
 AJ8167.The horizontal coordinates were established by GPS observations
 AJ8167.and adjusted by the National Geodetic Survey in February 2007.
 AJ8167
 AJ8167.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ8167.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ8167.The horizontal coordinates are valid at the epoch date displayed above.
 AJ8167.The epoch date for horizontal control is a decimal equivalence
 AJ8167.of Year/Month/Day.
 AJ8167
 AJ8167.The orthometric height was determined by GPS observations and a
 AJ8167.high-resolution geoid model.
 AJ8167
 AJ8167.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8167
 AJ8167.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8167
 AJ8167.The ellipsoidal height was determined by GPS observations
 AJ8167.and is referenced to NAD 83.
 AJ8167
 AJ8167.The geoid height was determined by GEOID03.
 AJ8167
 AJ8167;                    North         East     Units Scale Factor Converg.
 AJ8167;SPC OR N     -   137,228.943 2,349,840.905   MT  0.99990672   -1 20 53.4
 AJ8167;SPC OR N     -   450,226.19  7,709,451.79   iFT  0.99990672   -1 20 53.4
 AJ8167;UTM  10      - 4,970,429.342   547,302.668   MT  0.99962751   +0 25 21.7
 AJ8167
 AJ8167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8167!SPC OR N     -   0.99983460  x   0.99990672  =   0.99974134
 AJ8167!UTM  10      -   0.99983460  x   0.99962751  =   0.99946217
 AJ8167
 AJ8167                          SUPERSEDED SURVEY CONTROL
 AJ8167
 AJ8167  NAD 83(1998)-  44 53 08.57013(N)    122 24 03.66749(W) AD(       ) B
 AJ8167  ELLIP H (02/26/02) 1055.091  (m)                       GP(       ) 3 2
 AJ8167
 AJ8167.Superseded values are not recommended for survey control.
 AJ8167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8167.See file dsdata.txt to determine how the superseded data were derived.
 AJ8167
 AJ8167_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ4730370429(NAD 83)
 AJ8167_MARKER: DD = SURVEY DISK
 AJ8167_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AJ8167_STAMPING: COUNTY CORNER MARION CLACKAMAS IN SE 1/4 SEC 11 T8
 AJ8167_MARK LOGO: OR-005
 AJ8167_PROJECTION: PROJECTING 46 CENTIMETERS
 AJ8167_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ8167_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ8167_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8167+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2000
 AJ8167
 AJ8167  HISTORY     - Date     Condition        Report By
 AJ8167  HISTORY     - 20000830 MONUMENTED       OR-005
 AJ8167
 AJ8167                          STATION DESCRIPTION
 AJ8167
 AJ8167'DESCRIBED BY CLACKAMAS COUNTY OREGON 2000 (CRC)
 AJ8167'THIS STATION IS LOCATED ABOUT 73.4 KM (45.6 MI) SOUTH SOUTHEAST OF
 AJ8167'PORTLAND, 32.2 KM (20 MI)
 AJ8167'SOUTHEAST OF MOLALLA, AT THE SOUTHWESTERLY CORNER OF CLACKAMAS COUNTY,
 AJ8167'AT THE
 AJ8167'MARION COUNTY LINE, AT THE HEADWATERS OF BUTTE CREEK, IN THE SOUTHEAST
 AJ8167'CORNER OF
 AJ8167'SECTION 11, T. 8 S., R.3 E., W.M.  OWNERSHIP - CLACKAMAS COUNTY.
 AJ8167' 
 AJ8167'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 211 AND
 AJ8167'213 IN MOLALLA  GO
 AJ8167'EAST ON HIGHWAY 211 FOR 2.2 KM (1.4 MI) TO THE JUNCTION OF MOLALLA
 AJ8167'AVENUE.  TURN RIGHT,
 AJ8167'SOUTHERLY, ON MOLALLA AVENUE FOR 1.6 KM (1.0 MI) TO THE JUNCTION OF
 AJ8167'SAWTELL ROAD ON THE
 AJ8167'LEFT. TURN LEFT, EASTERLY AND SOUTHERLY, ON SAWTELL ROAD FOR 20.9 KM
 AJ8167'(13 MI) TO THE
 AJ8167'JUNCTION OF FAMILY CAMP ROAD (GRAVEL) ON THE LEFT.  TURN LEFT,
 AJ8167'SOUTHERLY, ON FAMILY CAMP
 AJ8167'ROAD FOR  5.2 KM (3.2 MI) TO A Y- INTERSECTION WITH BC 500.  BEAR LEFT
 AJ8167'ON BC 500 FOR 2.6 KM (1.6
 AJ8167'MI) TO GRAVEL ROAD 7-3L ON THE RIGHT.  TURN RIGHT ON GRAVEL ROAD 7-3L
 AJ8167'FOR 8.5 KM (5.25 MI) TO
 AJ8167'A GRAVEL ROAD ON THE RIGHT.   (THE CONDITION OF THIS LAST 1.6 KM (1
 AJ8167'MI)  WILL NECESSITATE A
 AJ8167'4-WHEEL DRIVE VEHICLE).  TURN RIGHT ON THE GRAVEL ROAD FOR 1.6 KM (1
 AJ8167'MI) TO THE ROADS END
 AJ8167'AT THE NORTH END OF BUTTE LAKES. THE STATION IS 366 M (1200 FT)
 AJ8167'SOUTHERLY AT THE
 AJ8167'SOUTHWESTERLY END OF THE LAKE WHICH IS THE HEADWATERS OF BUTTE CREEK
 AJ8167'LAKES.
 AJ8167' 
 AJ8167'THE STATION IS A 9.5 CM (3.25 IN)  BRONZE CAP ATTACHED TO A 6 CM (2.4
 AJ8167'IN) STAINLESS STEEL PIPE
 AJ8167'0.75 M (30 IN) IN LENGTH, THE TOP OF WHICH IS 46 CM (18 IN) ABOVE THE
 AJ8167'GROUND IN A ROCK CAIRN.  IT
 AJ8167'IS 7.0 M (23.1 FT) EAST FROM A 1.2 M BY 0.9 M (4 FT BY 3 FT) BOULDER
 AJ8167'AND 1.4 M (14.5 FT) WEST FROM A
 AJ8167'2.1 M BY 1.2 M (7 FT BY 4 FT) BOULDER.
 AJ8167' 
 AJ8167' 
 AJ8167' 
 AJ8167' 
 AJ8167' 
 AJ8167' 
 AJ8167' 
 AJ8167' 
 AJ8167'
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3686 ***********************************************************************
 RD3686  DESIGNATION -  COURT
 RD3686  PID         -  RD3686
 RD3686  STATE/COUNTY-  OR/MULTNOMAH
 RD3686  USGS QUAD   -  LINNTON (1990)
 RD3686
 RD3686                         *CURRENT SURVEY CONTROL
 RD3686  ___________________________________________________________________
 RD3686* NAD 83(1991)-  45 34 43.74494(N)    122 46 25.05985(W)     ADJUSTED  
 RD3686* NAVD 88     -       248.     (meters)     814.     (feet)  SCALED    
 RD3686  ___________________________________________________________________
 RD3686  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 RD3686  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 RD3686  HORZ ORDER  -  SECOND
 RD3686
 RD3686.The horizontal coordinates were established by classical geodetic methods
 RD3686.and adjusted by the National Geodetic Survey in October 1991.
 RD3686
 RD3686.The orthometric height was scaled from a topographic map.
 RD3686
 RD3686.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3686
 RD3686.The geoid height was determined by GEOID03.
 RD3686
 RD3686;                    North         East     Units Scale Factor Converg.
 RD3686;SPC OR N     -   214,980.213 2,322,583.351   MT  0.99992017   -1 36 44.7
 RD3686;SPC OR N     -   705,315.66  7,620,024.12   iFT  0.99992017   -1 36 44.7
 RD3686;SPC WA S     -    29,843.833   322,558.381   MT  1.00006739   -1 39 05.6
 RD3686;SPC WA S     -    97,912.64  1,058,260.29   sFT  1.00006739   -1 39 05.6
 RD3686;UTM  10      - 5,047,277.938   517,661.047   MT  0.99960383   +0 09 42.0
 RD3686
 RD3686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3686!SPC OR N     -   0.99996469  x   0.99992017  =   0.99988487
 RD3686!SPC WA S     -   0.99996469  x   1.00006739  =   1.00003208
 RD3686!UTM  10      -   0.99996469  x   0.99960383  =   0.99956854
 RD3686
 RD3686:                Primary Azimuth Mark                     Grid Az
 RD3686:SPC OR N     -  ST JOHNS CONT CAN CO TANK                017 27 56.1
 RD3686:SPC WA S     -  ST JOHNS CONT CAN CO TANK                017 30 17.0
 RD3686:UTM  10      -  ST JOHNS CONT CAN CO TANK                015 41 29.4
 RD3686
 RD3686|---------------------------------------------------------------------|
 RD3686| PID    Reference Object                     Distance      Geod. Az  |
 RD3686|                                                           dddmmss.s |
 RD3686| RD3716 ST JOHNS CONT CAN CO TANK           APPROX. 2.3 KM 0155111.4 |
 RD3686| RD3354 VANCOUVER ALCOA NEW STACK           APPROX. 8.3 KM 0223257.8 |
 RD3686| RD3616 ST JOHNS FIRE POL STA CUP FS        APPROX. 1.8 KM 0504016.1 |
 RD3686| RD3660 PORTLAND JAMES JOHN SCH CHIM        APPROX. 2.1 KM 0524036.5 |
 RD3686| RD3145 PORTLAND CH ASSUMPTION CROSS        APPROX. 2.9 KM 0604610.7 |
 RD3686| RD3665 ST JOHNS WATER TANK                 APPROX. 1.9 KM 0640333.4 |
 RD3686| RD3313 PORTLAND WILLAMETTE N ALMA TK       APPROX. 2.5 KM 0795343.8 |
 RD3686| CE2455 COURT RM 1                            5.315 METERS 14158     |
 RD3686| CE2456 COURT RM 2                            7.660 METERS 24625     |
 RD3686| RD3655 PORTLAND ST J TERM 4 PIER 1 FS      APPROX. 2.9 KM 3510033.2 |
 RD3686| RD3657 PORTLAND ST J TERM 4 PIER 2 FS      APPROX. 2.8 KM 3520525.1 |
 RD3686| RD3721 ST JOHNS CONT CORP TANK             APPROX. 3.7 KM 3574143.3 |
 RD3686| RD3720 TERMINAL 2                          APPROX. 3.0 KM 3583551.8 |
 RD3686|---------------------------------------------------------------------|
 RD3686
 RD3686                          SUPERSEDED SURVEY CONTROL
 RD3686
 RD3686  NAD 83(1986)-  45 34 43.76453(N)    122 46 25.06266(W) AD(       ) 2
 RD3686  NAD 27      -  45 34 44.34100(N)    122 46 20.70200(W) AD(       ) 2
 RD3686
 RD3686.Superseded values are not recommended for survey control.
 RD3686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3686.See file dsdata.txt to determine how the superseded data were derived.
 RD3686
 RD3686_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1766147278(NAD 83)
 RD3686_MARKER: Z = SEE DESCRIPTION
 RD3686_SETTING: 0 = UNSPECIFIED SETTING
 RD3686
 RD3686  HISTORY     - Date     Condition        Report By
 RD3686  HISTORY     - 1938     MONUMENTED       CGS
 RD3686  HISTORY     - 1960     SEE DESCRIPTION  CGS
 RD3686  HISTORY     - 1962     SEE DESCRIPTION  CGS
 RD3686  HISTORY     - 1967     SEE DESCRIPTION  CGS
 RD3686
 RD3686                          STATION DESCRIPTION
 RD3686
 RD3686'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (WMS)
 RD3686'STATION IS LOCATED ABOUT 1/2 MILE W OF THE WILLAMETTE RIVER, 1/4
 RD3686'MILE S OF WHITWOOD COURT AND DIRECTLY ACROSS THE RIVER FROM ST.
 RD3686'JOHNS ON TOP OF THE MORE NORTHERLY OF 2 TIMBERED RIDGES EXTENDING
 RD3686'TO THE RIVERS EDGE.  THERE IS A HIGH POINT ON THE RIDGE ABOVE THE
 RD3686'STATION.  IT IS AT ABOUT 675-FOOT ELEVATION AND ABOUT 175 FEET
 RD3686'HIGHER IN ELEVATION THAN HILLSIDE DRIVE WHICH CIRCLES THE RIDGE BELOW
 RD3686'IT.
 RD3686'
 RD3686'SURFACE MARK IS A STANDARD DISK SET IN CONCRETE IN A 4-FOOT LENGTH
 RD3686'OF 4-INCH CAST-IRON SOIL PIPE EXTENDING 6 INCHES ABOVE THE SURFACE.
 RD3686'
 RD3686'UNDERGROUND MARK IS A STANDARD DISK SET IN CONCRETE IN A 1-FOOT
 RD3686'LENGTH OF 4-INCH CAST-IRON SOIL PIPE 4 FEET BELOW THE SURFACE OF THE
 RD3686'GROUND.
 RD3686'
 RD3686'REFERENCE MARKS NO.1 AND NO.2 ARE STANDARD DISKS WITH ARROWS
 RD3686'POINTING TOWARD STATION SET IN CONCRETE IN A 2 1/2-FOOT LENGTH OF
 RD3686'4-INCH CAST-IRON SOIL PIPE EXTENDING 4 INCHES ABOVE THE SURFACE.
 RD3686'
 RD3686'ALL DISKS ARE STAMPED COURT 1938.
 RD3686
 RD3686                          STATION RECOVERY (1960)
 RD3686
 RD3686'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ANS)
 RD3686'STATION RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 RD3686'
 RD3686'THE STATION IS SW OF THE SW END OF THE ST. JOHNS BRIDGE, ON THE
 RD3686'CREST OF A BRUSH-COVERED RIDGE ABOUT .15 MILES NW OF A DEEP DRAW,
 RD3686'AND 0.1 MILES W OF LEIF ERIKSON DRIVE.
 RD3686'
 RD3686'THE STATION IS A STANDARD DISK, STAMPED COURT 1938, SET IN CONCRETE
 RD3686'IN A 4-INCH PIPE THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  IT
 RD3686'IS 11.6 METERS N 30 DEG E, FROM A BLAZED CONIFER TREE.
 RD3686'
 RD3686'R.M. 1 IS A STANDARD DISK, STAMPED COURT 1 1938, SET IN CONCRETE IN
 RD3686'A 4-INCH PIPE PROJECTING 1 INCH FROM THE GROUND.  IT IS SE OF THE
 RD3686'STATION, ON THE S SIDE OF THE CREST, AND 1 FOOT LOWER THAN THE
 RD3686'STATION MARK.
 RD3686'
 RD3686'R.M. 2 IS A STANDARD DISK, STAMPED COURT 2 1938, SET IN CONCRETE IN
 RD3686'A 4-INCH PIPE PROJECTING 4 INCHES FROM THE GROUND.  IT IS WSW OF
 RD3686'THE STATION MARK, AND 3 FEET HIGHER THAN THE STATION MARK.
 RD3686'
 RD3686'TO REACH THE STATION FROM THE INTERSECTION OF SALTZMAN ROAD AND
 RD3686'U.S. HIGHWAY 30 (ST. HELENS ROAD), FOLLOW SALTZMAN ROAD W AND N
 RD3686'FOR 2.1 MILES TO ITS INTERSECTION WITH LEIF ERIKSON DRIVE.  LEIF
 RD3686'ERIKSON DRIVE IS ENTERED BY THE RIGHT HAND GATE (A KEY FOR THE GATE
 RD3686'MAY BE OBTAINED FROM THE CITY OF PORTLAND, PARK BUREAU, FOREST PARK
 RD3686'HEADQUARTERS, 2960 NW UPSHUR).  FROM THE GATE GO EXACTLY 2.4 MILES
 RD3686'TO THE END OF TRUCK TRAVEL AT A POINT ABOUT .15 MILES N OF A DEEP
 RD3686'DRAW.  THERE IS A SMALL DRAW AT THIS POINT AND THE STATION LIES TO
 RD3686'THE W AND ON THE RIDGE AT THE HEAD OF THE DRAW.
 RD3686
 RD3686                          STATION RECOVERY (1962)
 RD3686
 RD3686'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (NES)
 RD3686'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 RD3686'WERE RECOVERED AS DESCRIBED AND FOUND IN VERY GOOD CONDITION.
 RD3686'
 RD3686'A DIFFERENCE IN THE HORIZONTAL ANGLE TO THE REFERENCE MARKS WAS
 RD3686'FOUND.
 RD3686'
 RD3686'TRIANGULATION STATION TERMINAL 2 MAY BE USED FOR THE AZIMUTH MARK.
 RD3686'SEE DESCRIPTION THEREOF.
 RD3686
 RD3686                          STATION RECOVERY (1967)
 RD3686
 RD3686'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JCL)
 RD3686'THE STATION MARK, STAMPED COURT 1938, REFERENCE MARK NO. 1,
 RD3686'STAMPED COURT 1 1938 AND REFERENCE MARK NO. 2, STAMPED COURT 2 1938
 RD3686'WERE RECOVERED IN GOOD CONDITION.  THE STATION IS IN HEAVY
 RD3686'UNDERBRUSH AND WOODS.  A METAL WITNESS POST WAS PLACED 2 FEET NORTH
 RD3686'OF THE STATION MARK AND GENEROUS AMOUNTS OF SIGNAL CLOTH WAS USED TO
 RD3686'MARK EACH MONUMENT.  A NEW TO REACH FOLLOWS.
 RD3686'
 RD3686'THE STATION IS IN NORTHWEST PORTLAND ON CITY PARK PROPERTY AND THE
 RD3686'KEY MAY BE OBTAINED FROM THE FOREST PARK HEADQUARTERS AT 2960 NW
 RD3686'UPSHUR.
 RD3686'
 RD3686'TO REACH THE STATION FROM THE SOUTHWEST END OF ST. JOHNS BRIDGE GO
 RD3686'SOUTH ON U.S. HIGHWAY 30 FOR 1.7 MILES TO SALTZMAN ROAD ON THE RIGHT,
 RD3686'THIS IS JUST AFTER PASSING THE WILLBRIDGE RAILROAD STATION ON THE
 RD3686'LEFT, TURN RIGHT AND GO WEST AND NORTH ON SALTZMAN ROAD FOR 2.0 MILES
 RD3686'TO THE JUNCTION WITH LEIF ERIKSON DRIVE AT A 3-WAY FORK, TAKE RIGHT
 RD3686'FORK AND GO WEST ON LEIF ERIKSON DRIVE FOR 0.3 MILE TO A LOCKED
 RD3686'GATE, PASS THROUGH GATE AND CONTINUE WEST AND NORTH ON WINDING ROAD
 RD3686'FOR 2.05 MILE TO MILE POST 8 1/2, CONTINUE NORTH ON LEIF ERIKSON
 RD3686'DRIVE FOR 0.05 MILE TO THE END OF TRUCK TRAVEL AT A METAL CULVERT
 RD3686'UNDER THE ROAD AND A MAPLE TREE WITH BLAZE AND ARROW PAINTED ON IT
 RD3686'WITH BLUE PAINT.  FROM HERE PACK WEST-SOUTHWEST UP THE SLOPE FOR
 RD3686'ABOUT 0.1 MILE TO A BENCH ON THE RIDGE AND THE STATION.  LENGTH OF
 RD3686'PACK WILL BE ABOUT 10 MINUTES AS THE TRIAL IS BRUSHY WITH LOTS OF
 RD3686'DOWN LOGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1532 ***********************************************************************
 OA1532  DESIGNATION -  COURT
 OA1532  PID         -  OA1532
 OA1532  STATE/COUNTY-  OR/COOS
 OA1532  USGS QUAD   -  EMPIRE (1970)
 OA1532
 OA1532                         *CURRENT SURVEY CONTROL
 OA1532  ___________________________________________________________________
 OA1532* NAD 83(1991)-  43 23 36.12740(N)    124 16 39.01899(W)     ADJUSTED  
 OA1532* NAVD 88     -        13.     (meters)      43.     (feet)  SCALED    
 OA1532  ___________________________________________________________________
 OA1532  LAPLACE CORR-          17.40  (seconds)                    DEFLEC99
 OA1532  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 OA1532  HORZ ORDER  -  SECOND
 OA1532
 OA1532.The horizontal coordinates were established by classical geodetic methods
 OA1532.and adjusted by the National Geodetic Survey in October 1991.
 OA1532
 OA1532.The orthometric height was scaled from a topographic map.
 OA1532
 OA1532.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1532
 OA1532.The geoid height was determined by GEOID03.
 OA1532
 OA1532;                    North         East     Units Scale Factor Converg.
 OA1532;SPC OR S     -   198,707.488 1,194,084.462   MT  0.99990228   -2 35 03.7
 OA1532;SPC OR S     -   651,927.45  3,917,599.94   iFT  0.99990228   -2 35 03.7
 OA1532;UTM  10      - 4,805,291.702   396,538.874   MT  0.99973167   -0 52 39.8
 OA1532
 OA1532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1532!SPC OR S     -   1.00000203  x   0.99990228  =   0.99990431
 OA1532!UTM  10      -   1.00000203  x   0.99973167  =   0.99973370
 OA1532
 OA1532|---------------------------------------------------------------------|
 OA1532| PID    Reference Object                     Distance      Geod. Az  |
 OA1532|                                                           dddmmss.s |
 OA1532| OA1524 CAPE ARAGO LUMBER CO STACK          362.279 METERS 01458     |
 OA1532| CE1365 COURT RM 1                           15.853 METERS 05959     |
 OA1532| CE1366 COURT RM 2                            6.678 METERS 15529     |
 OA1532| OA1578 COOS BAY PULP CORP STACK            APPROX. 2.5 KM 2115242.2 |
 OA1532| OA1520 USCG EMPIRE RC BASE TANK            APPROX. 2.9 KM 2432946.9 |
 OA1532| OA1510 USCG EMPIRE RC BASE TWR             APPROX. 2.8 KM 2462128.5 |
 OA1532|---------------------------------------------------------------------|
 OA1532
 OA1532                          SUPERSEDED SURVEY CONTROL
 OA1532
 OA1532  NAD 83(1986)-  43 23 36.12401(N)    124 16 39.06658(W) AD(       ) 2
 OA1532  NAD 27      -  43 23 36.72000(N)    124 16 34.64800(W) AD(       ) 2
 OA1532
 OA1532.Superseded values are not recommended for survey control.
 OA1532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1532.See file dsdata.txt to determine how the superseded data were derived.
 OA1532
 OA1532_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCP9653905292(NAD 83)
 OA1532_MARKER: Z = SEE DESCRIPTION
 OA1532_SETTING: 0 = UNSPECIFIED SETTING
 OA1532_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OA1532+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2007
 OA1532
 OA1532  HISTORY     - Date     Condition        Report By
 OA1532  HISTORY     - 1945     MONUMENTED       CGS
 OA1532  HISTORY     - 1948     SEE DESCRIPTION  CGS
 OA1532  HISTORY     - 1969     SEE DESCRIPTION  CGS
 OA1532  HISTORY     - 19980210 GOOD             USPSQD
 OA1532  HISTORY     - 20010929 MARK NOT FOUND   USPSQD
 OA1532  HISTORY     - 20070125 GOOD             USPSQD
 OA1532
 OA1532                          STATION DESCRIPTION
 OA1532
 OA1532'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (KGC)
 OA1532'STATION IS LOCATED AT EMPIRE, IN THE SW CORNER OF THE OLD EMPIRE
 OA1532'COURT YARD.  IT IS 55 FEET W OF THE OLD COURTHOUSE, 20 FEET N OF
 OA1532'THE TOP OF A 20-FOOT BANK, 15 FEET E OF THE TOP OF A 30-FOOT BANK,
 OA1532'15 FEET N OF THE STUMP OF THE OLD HANGMANS TREE, AND 7 FEET NE OF
 OA1532'A WHITE 4- BY 4-INCH WITNESS POST.
 OA1532'
 OA1532'SURFACE AND UNDERGROUND MARKS ARE BRONZE STATION DISKS SET IN
 OA1532'CONCRETE.  DISKS ARE STAMPED COURT 1945.  SURFACE MARK PROJECTS
 OA1532'2 INCHES ABOVE THE GROUND.
 OA1532'
 OA1532'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN CONCRETE.  IT
 OA1532'IS 2 FEET HIGHER THAN THE STATION AND PROJECTS 4 INCHES ABOVE THE
 OA1532'GROUND.  DISK IS STAMPED COURT NO 1 1945.
 OA1532'
 OA1532'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN CONCRETE.  IT
 OA1532'IS 1 FOOT HIGHER THAN THE STATION AND PROJECTS 5 INCHES ABOVE THE
 OA1532'GROUND.  DISK IS STAMPED COURT NO 2 1945.
 OA1532
 OA1532                          STATION RECOVERY (1948)
 OA1532
 OA1532'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RAE)
 OA1532'THE STATION AND THE REFERENCE MARKS WERE RECOVERED IN GOOD
 OA1532'CONDITION AS DESCRIBED BY K.G.C. IN 1945, WITH THE FOLLOWING
 OA1532'EXCEPTIONS--
 OA1532'
 OA1532'1.  THE OLD COURTHOUSE BUILDING IS NOW POSTED LANDMARK HOTEL.
 OA1532'
 OA1532'2.  THE STATION MARK IS NOW FLUSH WITH THE SURFACE OF THE
 OA1532'GROUND.
 OA1532'
 OA1532'THE RESPECTIVE STAMPINGS AND THE DISTANCES TO THE REFERENCE MARKS
 OA1532'WERE CHECKED AND VERIFIED AND WITH THE EXCEPTIONS NOTED ABOVE,
 OA1532'THE DESCRIPTION IS ADEQUATE.
 OA1532
 OA1532                          STATION RECOVERY (1969)
 OA1532
 OA1532'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (NET)
 OA1532'THE STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 OA1532'CONDITION.  LANDMARKS HAVE CHANGED.  THE PREVIOUS DESCRIPTIONS ARE
 OA1532'OBSOLETE.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 OA1532'
 OA1532'THE STATION IS AT THE WEST EDGE OF EMPIRE AT THE SOUTHWEST CORNER
 OA1532'OF A VACANT LOT.
 OA1532'
 OA1532'TO REACH THE STATION FROM THE EMPIRE POST OFFICE GO WEST ON
 OA1532'NEWMARK AVENUE FOR 0.2 MILE TO THE JUNCTION WITH EMPIRE BLVD.,
 OA1532'AND THE STATION IS ON THE VACANT LOT IN THE NORTHWEST ANGLE FORMED
 OA1532'BY THE TWO THOROUGHFARES.
 OA1532'
 OA1532'THE STATION MARK, STAMPED COURT 1945, IS A STANDARD DISK SET IN
 OA1532'A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 1 INCH, 200 FEET
 OA1532'WEST OF THE CENTER OF EMPIRE BLVD., 50 FEET NORTH OF THE CENTER OF
 OA1532'NEWMARK AVENUE, WHERE IT GOES DOWN TO THE COAST GUARD CITY SHOPS,
 OA1532'15 FEET EAST OF A 30-FOOT BANK AND 0.5 FOOT NORTH OF A METAL
 OA1532'WITNESS POST.  (NOTE 1A AND 7A)
 OA1532'
 OA1532'REFERENCE MARK NO. 1, STAMPED COURT NO 1 1945, IS A STANDARD
 OA1532'DISK SET IN AN 8-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2
 OA1532'INCHES, 53 FEET NORTHEAST OF THE WITNESS POST AND 2 FEET
 OA1532'NORTHEAST OF AN OLD WOVEN WIRE FENCE.  (NOTE 11A)
 OA1532'
 OA1532'REFERENCE MARK NO. 2, STAMPED COURT NO 2 1945, IS A STANDARD
 OA1532'DISK SET IN AN 8-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4
 OA1532'INCHES, 40 FEET NORTH OF THE CENTER OF NEWMARK AVENUE AND 21 FEET
 OA1532'SOUTHEAST OF THE WITNESS POST.  (NOTE 11A)
 OA1532'
 OA1532'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OA1532'AT EMPIRE.
 OA1532
 OA1532                          STATION RECOVERY (1998)
 OA1532
 OA1532'RECOVERY NOTE BY US POWER SQUADRON 1998
 OA1532'RECOVERED IN GOOD CONDITION.
 OA1532
 OA1532                          STATION RECOVERY (2001)
 OA1532
 OA1532'RECOVERY NOTE BY US POWER SQUADRON 2001 (AES)
 OA1532'STATION COURT AND RM 2 FOUND AS DESCRIBED. RM 1 NOT FOUND, POSSIBLY
 OA1532'DESTROYED BY GRADING AND LANDSCAPING.
 OA1532
 OA1532                          STATION RECOVERY (2007)
 OA1532
 OA1532'RECOVERY NOTE BY US POWER SQUADRON 2007 (AES)
 OA1532'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2075 ***********************************************************************
 QE2075  DESIGNATION -  COURTHOUSE
 QE2075  PID         -  QE2075
 QE2075  STATE/COUNTY-  OR/POLK
 QE2075  USGS QUAD   -  DALLAS (1986)
 QE2075
 QE2075                         *CURRENT SURVEY CONTROL
 QE2075  ___________________________________________________________________
 QE2075* NAD 83(1991)-  44 55 16.49245(N)    123 18 56.66195(W)     ADJUSTED  
 QE2075* NAVD 88     -       113.4    (meters)     372.     (feet)  VERTCON   
 QE2075  ___________________________________________________________________
 QE2075  LAPLACE CORR-         -10.42  (seconds)                    DEFLEC99
 QE2075  GEOID HEIGHT-         -22.03  (meters)                     GEOID03
 QE2075  HORZ ORDER  -  SECOND
 QE2075
 QE2075.The horizontal coordinates were established by classical geodetic methods
 QE2075.and adjusted by the National Geodetic Survey in October 1991.
 QE2075
 QE2075.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE2075.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE2075
 QE2075.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2075
 QE2075.The geoid height was determined by GEOID03.
 QE2075
 QE2075;                    North         East     Units Scale Factor Converg.
 QE2075;SPC OR N     -   143,284.022 2,277,750.314   MT  0.99990387   -1 59 48.8
 QE2075;SPC OR N     -   470,091.94  7,472,934.10   iFT  0.99990387   -1 59 48.8
 QE2075;UTM  10      - 4,974,250.585   475,080.837   MT  0.99960764   -0 13 22.6
 QE2075
 QE2075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2075!SPC OR N     -   0.99998567  x   0.99990387  =   0.99988954
 QE2075!UTM  10      -   0.99998567  x   0.99960764  =   0.99959331
 QE2075
 QE2075:                Primary Azimuth Mark                     Grid Az
 QE2075:SPC OR N     -  PISGAH                                   156 54 24.2
 QE2075:UTM  10      -  PISGAH                                   155 07 58.0
 QE2075
 QE2075|---------------------------------------------------------------------|
 QE2075| PID    Reference Object                     Distance      Geod. Az  |
 QE2075|                                                           dddmmss.s |
 QE2075| QE2071 PISGAH                              APPROX. 3.1 KM 1545435.4 |
 QE2075|---------------------------------------------------------------------|
 QE2075
 QE2075                          SUPERSEDED SURVEY CONTROL
 QE2075
 QE2075  NAD 83(1986)-  44 55 16.51819(N)    123 18 56.67757(W) AD(       ) 2
 QE2075  NAD 27      -  44 55 17.09383(N)    123 18 52.30748(W) AD(       ) 2
 QE2075  NGVD 29 (07/19/86)  112.4    (m)          369.     (f) VERT ANG    3  
 QE2075
 QE2075.Superseded values are not recommended for survey control.
 QE2075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2075.See file dsdata.txt to determine how the superseded data were derived.
 QE2075
 QE2075_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ7508174251(NAD 83)
 QE2075
 QE2075  HISTORY     - Date     Condition        Report By
 QE2075  HISTORY     - 1972     MONUMENTED       OR-053
 QE2075
 QE2075                          STATION DESCRIPTION
 QE2075
 QE2075'DESCRIBED BY POLK COUNTY OREGON 1972 (RB)
 QE2075'TO REACH THE STATION GO TO THE POLK COUNTY COURTHOUSE IN DALLAS,
 QE2075'OREGON.  THE STATION IS LOCATED ON TOP OF THE BUILDING.  FOR
 QE2075'INFORMATION CONTACT POLK COUNTY SURVEYORS OFFICE.
 QE2075'
 QE2075'THE STATION IS A BRASS CAP SET IN TOP OF NEW COURTHOUSE BUILDING,
 QE2075'STAMPED COURTHOUSE 1972.
 QE2075'
 QE2075'R.M.S NOT FEASIBLE.
 QE2075'
 QE2075'HEIGHT OF LIGHT ABOVE STATION MARK 28.02 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA1133 ***********************************************************************
 RA1133  DESIGNATION -  COURTNEY
 RA1133  PID         -  RA1133
 RA1133  STATE/COUNTY-  OR/WALLOWA
 RA1133  USGS QUAD   -  FLORA (1967)
 RA1133
 RA1133                         *CURRENT SURVEY CONTROL
 RA1133  ___________________________________________________________________
 RA1133* NAD 83(1991)-  45 55 48.11687(N)    117 22 14.46533(W)     ADJUSTED  
 RA1133* NAVD 88     -      1256.60   (+/-2cm)    4122.7    (feet)  VERTCON   
 RA1133  ___________________________________________________________________
 RA1133  LAPLACE CORR-           9.04  (seconds)                    DEFLEC99
 RA1133  GEOID HEIGHT-         -17.41  (meters)                     GEOID03
 RA1133  HORZ ORDER  -  FIRST
 RA1133  VERT ORDER  -  THIRD ? (See Below)
 RA1133
 RA1133.The horizontal coordinates were established by classical geodetic methods
 RA1133.and adjusted by the National Geodetic Survey in October 1991.
 RA1133
 RA1133.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1133.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1133.The vertical order pertains to the NGVD 29 superseded value.
 RA1133
 RA1133.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1133
 RA1133.The geoid height was determined by GEOID03.
 RA1133
 RA1133;                    North         East     Units Scale Factor Converg.
 RA1133;SPC OR N     -   256,217.739 2,742,647.620   MT  0.99998296   +2 13 09.4
 RA1133;SPC OR N     -   840,609.38  8,998,187.73   iFT  0.99998296   +2 13 09.4
 RA1133;SPC WA S     -    71,137.220   742,643.794   MT  0.99997948   +2 16 23.2
 RA1133;SPC WA S     -   233,389.36  2,436,490.51   sFT  0.99997948   +2 16 23.2
 RA1133;UTM  11      - 5,086,340.463   471,260.866   MT  0.99961015   -0 15 58.8
 RA1133
 RA1133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1133!SPC OR N     -   0.99980577  x   0.99998296  =   0.99978873
 RA1133!SPC WA S     -   0.99980577  x   0.99997948  =   0.99978525
 RA1133!UTM  11      -   0.99980577  x   0.99961015  =   0.99941600
 RA1133
 RA1133:                Primary Azimuth Mark                     Grid Az
 RA1133:SPC OR N     -  COURTNEY AZ MK                           099 05 14.0
 RA1133:SPC WA S     -  COURTNEY AZ MK                           099 02 00.2
 RA1133:UTM  11      -  COURTNEY AZ MK                           101 34 22.2
 RA1133
 RA1133|---------------------------------------------------------------------|
 RA1133| PID    Reference Object                     Distance      Geod. Az  |
 RA1133|                                                           dddmmss.s |
 RA1133| CF4721 COURTNEY AZ MK                                     1011823.4 |
 RA1133| CF4722 COURTNEY RM 1                         9.278 METERS 22116     |
 RA1133| CF4723 COURTNEY RM 2                        11.382 METERS 27016     |
 RA1133| RA0611 H 409                                20.120 METERS 35238     |
 RA1133|---------------------------------------------------------------------|
 RA1133
 RA1133                          SUPERSEDED SURVEY CONTROL
 RA1133
 RA1133  NAD 83(1986)-  45 55 48.12340(N)    117 22 14.46066(W) AD(       ) 1
 RA1133  NAD 27      -  45 55 48.60479(N)    117 22 10.85369(W) AD(       ) 1
 RA1133  NGVD 29 (07/19/86) 1255.49   (m)         4119.1    (f) LEVELING    3  
 RA1133
 RA1133.Superseded values are not recommended for survey control.
 RA1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1133.See file dsdata.txt to determine how the superseded data were derived.
 RA1133
 RA1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML7126186340(NAD 83)
 RA1133_MARKER: Z = SEE DESCRIPTION
 RA1133_SETTING: 0 = UNSPECIFIED SETTING
 RA1133
 RA1133  HISTORY     - Date     Condition        Report By
 RA1133  HISTORY     - 1946     MONUMENTED       CGS
 RA1133  HISTORY     - 1958     SEE DESCRIPTION  ORTAX
 RA1133
 RA1133                          STATION DESCRIPTION
 RA1133
 RA1133'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JTJ)
 RA1133'THE STATION IS LOCATED ABOUT 3-1/2 MILES NORTHWEST OF FLORA,
 RA1133'ABOUT 2 MILES NORTHEAST OF COURTNEY CREEK, ON WASTE LAND OF A HIGH
 RA1133'CULTIVATED RIDGE WITH HIGHER GROUND ABOUT 0.2 MILE EAST, ABOUT
 RA1133'100 YARDS NORTH OF THE FLORA-TROY ROAD JUST BEFORE STARTING DOWN
 RA1133'GRADE.
 RA1133'
 RA1133'THE MARK IS A STANDARD BRONZE DISK SET IN A BURIED BOULDER FLUSH
 RA1133'WITH THE GROUND SURFACE, ON THE HIGHEST PART OF THE RIDGE IN THE
 RA1133'NEAR VICINITY.  STAMPED COURTNEY 1946.
 RA1133'
 RA1133'TO REACH THE STATION FROM THE POST OFFICE IN FLORA GO WESTERLY
 RA1133'ON THE TROY ROAD FOR 0.5 MILE TO CROSS ROAD AT CEMETERY, TURN
 RA1133'LEFT TOWARDS TROY AND CONTINUE FOR 2.9 MILES TO FORK AND SIGN
 RA1133'TROY-LOST PRAIRIE, TURN LEFT TOWARDS TROY FOR 0.9 MILE TO OLD
 RA1133'ROAD OR FARM ROAD RIGHT RUNNING PARALLEL WITH TROY ROAD BUT ON
 RA1133'HIGHER GROUND, TAKE OLD ROAD FOR 0.1 MILE TO SUMMIT AND STATION
 RA1133'ABOUT 150 FEET NORTH.
 RA1133'
 RA1133'REFERENCE MARK NO 1 IS A STANDARD BRONZE REFERENCE DISK SET IN A
 RA1133'BOULDER PROJECTING ABOUT 6 INCHES, AND IS ABOUT THE SAME LEVEL
 RA1133'AS THE STATION.  STAMPED COURTNEY NO 1 1946.
 RA1133'
 RA1133'REFERENCE MARK NO 2 IS A STANDARD BRONZE REFERENCE DISK SET IN
 RA1133'OUTCROP PROJECTING ABOUT 4 INCHES, AND IS ABOUT 2 FEET LOWER THAN
 RA1133'THE STATION.  STAMPED COURTNEY NO 2 1946.
 RA1133'
 RA1133'BENCH MARK H 409 IS A STANDARD UNITED STATES COAST AND GEODETIC
 RA1133'SURVEY BENCH MARK SET IN A 1-1/2 X 1-1/2 FOOT BOULDER PROJECTING
 RA1133'ABOUT 10 INCHES, AND IS ABOUT 8 FEET LOWER THAN THE
 RA1133'STATION.  STAMPED H 409 1945.
 RA1133'
 RA1133'THE AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN A SQUARE BLOCK
 RA1133'OF CONCRETE PROJECTING ABOUT 6 INCHES, 6 INCHES NORTH OF A FENCE
 RA1133'LINE, 12 FEET WEST OF A WIRE GATE, 15 FEET SOUTH OF THE FLORA-TROY
 RA1133'ROAD 0.65 MILE BY ROAD EAST OF THE STATION.  STAMPED COURTNEY
 RA1133'1946.
 RA1133
 RA1133                          STATION RECOVERY (1958)
 RA1133
 RA1133'RECOVERY NOTE BY OREGON STATE TAX COMMISSION 1958 (NTM)
 RA1133'STATION MARK WAS NOT FOUND.  HEAVY SNOW MADE IT DIFFICULT TO
 RA1133'SEARCH BUT ONLY A LARGE BOULDER WITH NO DISK WAS FOUND AT THE
 RA1133'STATION SITE.  REMAINS OF WOODEN TARGET WERE FOUND AT SITE.
 RA1133'
 RA1133'REFERENCE MARKS 1 AND 2 WERE RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0584 ***********************************************************************
 QD0584  DESIGNATION -  COVE
 QD0584  PID         -  QD0584
 QD0584  STATE/COUNTY-  OR/JEFFERSON
 QD0584  USGS QUAD   -  ROUND BUTTE DAM (1992)
 QD0584
 QD0584                         *CURRENT SURVEY CONTROL
 QD0584  ___________________________________________________________________
 QD0584* NAD 83(1991)-  44 32 47.19801(N)    121 15 58.33115(W)     ADJUSTED  
 QD0584* NAVD 88     -       535.016  (meters)    1755.30   (feet)  ADJUSTED  
 QD0584  ___________________________________________________________________
 QD0584  LAPLACE CORR-           5.66  (seconds)                    DEFLEC99
 QD0584  GEOID HEIGHT-         -21.43  (meters)                     GEOID03
 QD0584  DYNAMIC HT  -         534.861 (meters)    1754.79  (feet)  COMP
 QD0584  MODELED GRAV-     980,312.4   (mgal)                       NAVD 88
 QD0584
 QD0584  HORZ ORDER  -  THIRD
 QD0584  VERT ORDER  -  SECOND    CLASS 0
 QD0584
 QD0584.The horizontal coordinates were established by classical geodetic methods
 QD0584.and adjusted by the National Geodetic Survey in October 1991.
 QD0584
 QD0584.The orthometric height was determined by differential leveling
 QD0584.and adjusted in June 1991.
 QD0584
 QD0584.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD0584
 QD0584.The geoid height was determined by GEOID03.
 QD0584
 QD0584.The dynamic height is computed by dividing the NAVD 88
 QD0584.geopotential number by the normal gravity value computed on the
 QD0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0584.degrees latitude (g = 980.6199 gals.).
 QD0584
 QD0584.The modeled gravity was interpolated from observed gravity values.
 QD0584
 QD0584;                    North         East     Units Scale Factor Converg.
 QD0584;SPC OR N     -    98,051.830 2,439,116.363   MT  0.99995315   -0 32 36.2
 QD0584;SPC OR N     -   321,692.36  8,002,350.27   iFT  0.99995315   -0 32 36.2
 QD0584;UTM  10      - 4,934,030.056   637,723.855   MT  0.99983326   +1 12 59.1
 QD0584
 QD0584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD0584!SPC OR N     -   0.99991948  x   0.99995315  =   0.99987263
 QD0584!UTM  10      -   0.99991948  x   0.99983326  =   0.99975275
 QD0584
 QD0584|---------------------------------------------------------------------|
 QD0584| PID    Reference Object                     Distance      Geod. Az  |
 QD0584|                                                           dddmmss.s |
 QD0584| QD1598 PACIFIC PWR + LIGHT BM JEFFERSON    110.320 METERS 08453     |
 QD0584| QD0585 COVE RM 1                             4.084 METERS 09926     |
 QD0584| QD0586 COVE RM 2                            13.347 METERS 18810     |
 QD0584| QD1601 POINT RESET                         APPROX. 1.0 KM 2111911.6 |
 QD0584|---------------------------------------------------------------------|
 QD0584
 QD0584                          SUPERSEDED SURVEY CONTROL
 QD0584
 QD0584  NAD 83(1986)-  44 32 47.20651(N)    121 15 58.33105(W) AD(       ) 3
 QD0584  NAD 27      -  44 32 47.77800(N)    121 15 54.17100(W) AD(       ) 3
 QD0584  NGVD 29 (??/??/92)  533.913  (m)         1751.68   (f) ADJ UNCH    2 0
 QD0584
 QD0584.Superseded values are not recommended for survey control.
 QD0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0584.See file dsdata.txt to determine how the superseded data were derived.
 QD0584
 QD0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ3772434030(NAD 83)
 QD0584_MARKER: DS = TRIANGULATION STATION DISK
 QD0584_SETTING: 80 = SET IN A BOULDER
 QD0584_SP_SET: BOULDER
 QD0584_STAMPING: COVE 1946
 QD0584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0584+STABILITY: SURFACE MOTION
 QD0584
 QD0584  HISTORY     - Date     Condition        Report By
 QD0584  HISTORY     - 1946     MONUMENTED       CGS
 QD0584  HISTORY     - 1946     GOOD             CGS
 QD0584  HISTORY     - 1963     GOOD             CGS
 QD0584
 QD0584                          STATION DESCRIPTION
 QD0584
 QD0584'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 QD0584'STATION IS LOCATED IN THE CROOKED RIVER CANYON BOTTOM ABOUT 0.2
 QD0584'MILE NORTHWEST OF A HYDROELECTRIC PLANT, OPERATED BY THE PACIFIC
 QD0584'POWER AND LIGHT COMPANY, 78 FEET EAST OF THE CENTER OF A CATTLE
 QD0584'GUARD, 18 FEET NORTH OF THE CENTER OF A GRADED ROAD AND 7.8 FEET
 QD0584'SOUTH OF THE CENTER OF A STONE WALL.  IT IS A STANDARD DISK SET
 QD0584'IN A BOULDER WHICH PROJECTS ABOUT 4 INCHES.  IT IS STAMPED COVE
 QD0584'1946
 QD0584'
 QD0584'REFERENCE MARK NUMBER 1 IS EAST OF THE STATION, 13 FEET NORTH
 QD0584'OF THE CENTER OF A GRADED ROAD, 12 FEET SOUTH OF THE CENTER OF A
 QD0584'ROCK WALL AND ABOUT 3 FEET NORTH OF THE EDGE OF THE ROAD CUT.  IT
 QD0584'IS IN A BOULDER WHICH PROJECTS ABOUT 8 INCHES AND IS LEVEL WITH
 QD0584'THE STATION.  IT IS STAMPED COVE NO 1 1946
 QD0584'
 QD0584'REFERENCE MARK NUMBER 2 IS SOUTHWEST OF THE STATION, 25.8 FEET
 QD0584'SOUTH OF THE CENTER OF A GRADED ROAD.  IT IS A BOULDER PROJECTING
 QD0584'ABOUT 2 FEET AND IS LEVEL WITH THE STATION.  IT IS STAMPED COVE
 QD0584'NO 2 1946
 QD0584'
 QD0584'TRIANGULATION STATION POINT IS USED AS AN AZIMUTH MARK.  IT IS
 QD0584'ABOUT 2 PACES SOUTH OF THE EXTREME NORTHERLY END OF A PROMINENT
 QD0584'TABLELAND WHICH LIES ABOUT 1 MILE SOUTHWEST OF TRIANGULATION
 QD0584'STATION COVE.  IT IS STAMPED POINT 1946
 QD0584'
 QD0584'TO REACH FROM THE RAILROAD CROSSING JUST SOUTH OF THE DEPOT IN
 QD0584'CULVER, GO WEST ON THE GRADED ROAD FOR 0.7 MILE, TURN RIGHT,
 QD0584'NORTH, AND GO 0.9 MILE, TURN LEFT, WEST, AND GO 0.5 MILE, TURN
 QD0584'RIGHT, NORTH, AND GO 0.5 MILE, TURN LEFT, WEST, AND GO DOWN GRADE
 QD0584'FOR 2.7 MILES TO THE BRIDGE WHICH CROSSES THE CROOKED RIVER,
 QD0584'CONTINUE STRAIGHT AHEAD WEST FOR ABOUT 100 YARDS TO THE STATION
 QD0584'ON THE RIGHT.  TO REACH THE AZIMUTH MARK CONTINUE STRAIGHT AHEAD
 QD0584'FOR 0.85 MILE TO A SIGN READING PENINSULA ROAD, TURN LEFT,
 QD0584'SOUTH, AS PER THE SIGN AND FOLLOW THE NARROW ROAD UP THE SIDE
 QD0584'OF THE CANYON WALL FOR 1.15 MILES.  TAKE THE RIGHT FORK AND
 QD0584'CONTINUE UP GRADE FOR 0.8 MILE TO THE TOP OF THE PLATEAU, TURN
 QD0584'RIGHT, NORTH, ONTO A TRACK ROAD AND FOLLOW ALONG THE EASTERN
 QD0584'EDGE OF THE PLATEAU FOR 1.75 MILES TO THE NORTH END OF A
 QD0584'CULTIVATED FIELD, TURN LEFT, WEST, AND GO 0.15 MILE, TURN RIGHT,
 QD0584'NORTH, AND GO ACROSS COUNTRY FOR 0.35 MILE TO THE EXTREME
 QD0584'POINT OF THE PLATEAU AND THE AZIMUTH.
 QD0584
 QD0584                          STATION RECOVERY (1946)
 QD0584
 QD0584'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 QD0584'IN THE COVE.
 QD0584'ALONG GRANDVIEW LOOP ROAD, AT THE COVE, 87 YARDS WEST OF THE WEST END
 QD0584'OF BRIDGE OVER CROOKED RIVER, SET IN BOULDER 18 FEET NORTH OF THE
 QD0584'CENTER LINE OF ROAD, 6.5 FEET SOUTH OF STONE FENCE AROUND CROOKED
 QD0584'RIVER RECREATION AREA, 5 FEET ABOVE ROAD LEVEL, 13.4 FEET WEST OF
 QD0584'REFERENCE MARK NO. 1, 43.8 FEET NORTH OF REFERENCE MARK NO. 2.
 QD0584
 QD0584                          STATION RECOVERY (1963)
 QD0584
 QD0584'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FN)
 QD0584'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 QD0584'WERE RECOVERED AND FOUND IN GOOD CONDITION.  ROADS HAVE CHANGED,
 QD0584'A NEW TO REACH FOLLOWS.
 QD0584'
 QD0584'TO REACH THE STATION FROM THE CULVER POST OFFICE GO WEST ON C
 QD0584'STREET AND THE MACADAM ROAD FOR 0.9 MILE TO A T ROAD INTERSECTION,
 QD0584'TURN RIGHT AND GO NORTH ON THE MACADAM ROAD FOR 0.9 MILE TO A
 QD0584'SIDE ROAD LEFT AND A SIGN, THE COVE STATE PARK, TURN LEFT AND GO
 QD0584'WEST AND NORTH ON THE GRAVELED ROAD FOR 1.0 MILE TO A SIDE ROAD
 QD0584'LEFT AND ANOTHER SIGN, THE COVE STATE PARK, TURN LEFT AND GO
 QD0584'WEST AND NORTHWEST FOR 2.0 MILES TO A FORK, TAKE RIGHT FORK AND
 QD0584'CONTINUE DOWN-HILL FOR 0.85 MILE TO THE BRIDGE ACROSS THE CROOKED
 QD0584'RIVER, CROSS BRIDGE AND GO WEST 0.05 MILE TO THE STATION ON
 QD0584'THE RIGHT, THIS IS ABOUT 100 FEET EAST OF THE ENTRANCE TO THE
 QD0584'PARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0822 ***********************************************************************
 RA0822  CBN         -  This is a Cooperative Base Network Control Station.
 RA0822  DESIGNATION -  COVE
 RA0822  PID         -  RA0822
 RA0822  STATE/COUNTY-  OR/UNION
 RA0822  USGS QUAD   -  COVE (1993)
 RA0822
 RA0822                         *CURRENT SURVEY CONTROL
 RA0822  ___________________________________________________________________
 RA0822* NAD 83(2007)-  45 17 48.36576(N)    117 49 12.11261(W)     ADJUSTED  
 RA0822* NAVD 88     -       863.173  (meters)    2831.93   (feet)  ADJUSTED  
 RA0822  ___________________________________________________________________
 RA0822  EPOCH DATE  -        2007.00
 RA0822  X           -  -2,097,706.629 (meters)                     COMP
 RA0822  Y           -  -3,975,285.266 (meters)                     COMP
 RA0822  Z           -   4,511,210.381 (meters)                     COMP
 RA0822  LAPLACE CORR-          14.01  (seconds)                    DEFLEC99
 RA0822  ELLIP HEIGHT-         845.872 (meters)          (02/10/07) ADJUSTED
 RA0822  GEOID HEIGHT-         -17.29  (meters)                     GEOID03
 RA0822  DYNAMIC HT  -         862.952 (meters)    2831.20  (feet)  COMP
 RA0822
 RA0822  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 RA0822  Type    PID    Designation                      North   East  Ellip
 RA0822  -------------------------------------------------------------------
 RA0822  NETWORK RA0822 COVE                              0.71   0.69   1.86
 RA0822  -------------------------------------------------------------------
 RA0822  MODELED GRAV-     980,331.8   (mgal)                       NAVD 88
 RA0822
 RA0822  VERT ORDER  -  SECOND    CLASS 0
 RA0822
 RA0822.The horizontal coordinates were established by GPS observations
 RA0822.and adjusted by the National Geodetic Survey in February 2007.
 RA0822
 RA0822.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 RA0822.See www.ngs.noaa.gov/NationalReadjustment for more information.
 RA0822.The horizontal coordinates are valid at the epoch date displayed above.
 RA0822.The epoch date for horizontal control is a decimal equivalence
 RA0822.of Year/Month/Day.
 RA0822
 RA0822.The orthometric height was determined by differential leveling
 RA0822.and adjusted in June 1991.
 RA0822
 RA0822.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RA0822
 RA0822.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA0822
 RA0822.The ellipsoidal height was determined by GPS observations
 RA0822.and is referenced to NAD 83.
 RA0822
 RA0822.The geoid height was determined by GEOID03.
 RA0822
 RA0822.The dynamic height is computed by dividing the NAVD 88
 RA0822.geopotential number by the normal gravity value computed on the
 RA0822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0822.degrees latitude (g = 980.6199 gals.).
 RA0822
 RA0822.The modeled gravity was interpolated from observed gravity values.
 RA0822
 RA0822;                    North         East     Units Scale Factor Converg.
 RA0822;SPC OR N     -   184,625.315 2,710,153.214   MT  0.99989707   +1 54 02.1
 RA0822;SPC OR N     -   605,726.10  8,891,578.79   iFT  0.99989707   +1 54 02.1
 RA0822;UTM  11      - 5,016,245.494   435,703.519   MT  0.99965083   -0 34 58.3
 RA0822
 RA0822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA0822!SPC OR N     -   0.99986740  x   0.99989707  =   0.99976448
 RA0822!UTM  11      -   0.99986740  x   0.99965083  =   0.99951828
 RA0822
 RA0822|---------------------------------------------------------------------|
 RA0822| PID    Reference Object                     Distance      Geod. Az  |
 RA0822|                                                           dddmmss.s |
 RA0822| CF4727 COVE RM 1                            16.295 METERS 01546     |
 RA0822| RA1176 PHYS POINT RESET                    APPROX. 0.7 KM 2691133.9 |
 RA0822| CF4728 COVE RM 2                            20.965 METERS 29634     |
 RA0822|---------------------------------------------------------------------|
 RA0822
 RA0822                          SUPERSEDED SURVEY CONTROL
 RA0822
 RA0822  NAD 83(1998)-  45 17 48.36518(N)    117 49 12.11165(W) AD(       ) A
 RA0822  ELLIP H (04/24/00)  845.879  (m)                       GP(       ) 3 1
 RA0822  NAD 83(1991)-  45 17 48.36391(N)    117 49 12.11042(W) AD(       ) B
 RA0822  ELLIP H (02/25/91)  845.939  (m)                       GP(       ) 4 1
 RA0822  NAD 83(1986)-  45 17 48.36272(N)    117 49 12.09658(W) AD(       ) 2
 RA0822  NAD 27      -  45 17 48.87777(N)    117 49 08.35072(W) AD(       ) 2
 RA0822  NAVD 88 (10/13/99)  863.17   (m)         2831.9    (f) LEVELING    3  
 RA0822  NGVD 29 (??/??/92)  862.066  (m)         2828.29   (f) ADJ UNCH    2 0
 RA0822
 RA0822.Superseded values are not recommended for survey control.
 RA0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0822.See file dsdata.txt to determine how the superseded data were derived.
 RA0822
 RA0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML3570416245(NAD 83)
 RA0822_MARKER: DD = SURVEY DISK
 RA0822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RA0822_SP_SET: CONCRETE POST
 RA0822_STAMPING: COVE P.O.T.P 98.50 P.I
 RA0822_MARK LOGO: ORDT  
 RA0822_MAGNETIC: N = NO MAGNETIC MATERIAL
 RA0822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0822+STABILITY: SURFACE MOTION
 RA0822_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RA0822+SATELLITE: SATELLITE OBSERVATIONS - May 13, 1998
 RA0822
 RA0822  HISTORY     - Date     Condition        Report By
 RA0822  HISTORY     - 1945     MONUMENTED       ORDT
 RA0822  HISTORY     - 1945     GOOD             NGS
 RA0822  HISTORY     - 1964     GOOD             USGS
 RA0822  HISTORY     - 19811113 GOOD             NGS
 RA0822  HISTORY     - 19890503 GOOD             NGS
 RA0822  HISTORY     - 19980513 GOOD             USFS
 RA0822
 RA0822                          STATION DESCRIPTION
 RA0822
 RA0822'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1945
 RA0822'THE STATION IS LOCATED 5 MILES NORTH-NORTHWEST FROM UNION, 2 MILES
 RA0822'SOUTHEAST FROM NIBLEY AND 0.45 MILE BY ROAD, EAST FROM THE POST
 RA0822'OFFICE IN COVE.  IT IS SITUATED 99.2 FEET NORTHEAST FROM A POWER
 RA0822'LINE POLE NUMBERD K 162, 40 FEET WEST FROM A TELEPHONE POLE,
 RA0822'27.4 FEET NORTH FROM THE APPROXIMATE CENTER OF THE ROAD AND 6
 RA0822'FEET SOUTHEAST FROM A FENCELINE.  IT IS A STANDARD BROZNE DISK OF
 RA0822'THE OREGON STATE HIGHWAY DEPARTMENT, SET IN A CONCRETE POST
 RA0822'WHICH IS 6 INCHES IN DIAMETER.  THE DISK IS STAMPED COVE
 RA0822'P.O.T.P. 1945 98.50 TO P.I. AND IT IS FLUSH WITH THE SURFACE
 RA0822'OF THE GROUND.
 RA0822'
 RA0822'REFERENCE MARK NO. 1 IS NORTH-NORTHEAST FROM THE STATION, 18
 RA0822'FEET SOUTH FROM THE APPROXIMATE CENTER OF THE ROAD AND 2 FEET
 RA0822'NORTH FROM THE T JUNCTION OF THE FENCELINES.  THE DISK IS STAMPED
 RA0822'COVE OSHD NO 1 1946 AND IT PROJECTS 6 INCHES.
 RA0822'
 RA0822'REFERENCE MARK NO. 2 IS WEST-NORTHWEST FROM THE STATION, 19
 RA0822'FEET SOUTH FROM THE APPROXIMATE CENTER OF THE ROAD, 15.6 FEET
 RA0822'WEST FROM A POWERLINE POLE NUMBERED K 161 AND 1 FOOT NORTH FROM
 RA0822'A FENCELINE.  THE DISK IS STAMPED COVE OSHD NO 2 1946 AND IT
 RA0822'PROJECTS 5 INCHES.
 RA0822'
 RA0822'PHYS PT (AZIMUTH MARK) IS 0.45 MILE BY ROAD EAST FROM THE
 RA0822'STATION.  IT IS SITUATED 45 FEET WEST FROM A WIRE GATE, 31
 RA0822'FEET NORTH FROM THE APPROXIMATE CENTER OF THE ROAD AND 3 FEET
 RA0822'SOUTH FROM A FENCELINE.  THE DISK IS STAMPED PHYS PT 1946
 RA0822'AND IT PROJECTS 6 INCHES.  IT IS WITNESSED BY A WHITE POST.
 RA0822'
 RA0822'TO REACH THE STATION FROM THE POST OFFICE IN COVE GO EASTERLY
 RA0822'FOR 0.45 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 RA0822'
 RA0822'HEIGHT OF LIGHT ABOVE STATION MARK 0.00 METER.
 RA0822
 RA0822                          STATION RECOVERY (1945)
 RA0822
 RA0822'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 RA0822'0.4 MI W FROM COVE.
 RA0822'ALONG UNION-COVE ROAD, 0.4 MILE WEST OF THE POST OFFICE AT COVE, 115.0
 RA0822'FEET EAST OF SOUTHWEST END OF DOUBLE CURVE IN ROAD, 40.0 FEET EAST OF
 RA0822'A GUY WIRE BRACED TELEPHONE POLE, 28.0 FEET SOUTHEAST OF CENTERLINE OF
 RA0822'ROAD, 2.5 FEET NORTH OF A REFERENCE POST, SET IN TOP OF CONCRETE POST
 RA0822'ABOUT 0.2 FOOT BELOW SURFACE OF GROUND AND ABOUT 1 FOOT BELOW ROAD.
 RA0822
 RA0822                          STATION RECOVERY (1964)
 RA0822
 RA0822'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 RA0822'STATION WAS RECOVERED.
 RA0822'
 RA0822'REVISED DESCRIPTION--LOCATED ALONG UNION-COVE HWY, 0.4 MI W OF
 RA0822'THE POST OFFICE IN COVE, 337 FT W-SW OF T-RD. JCT TO HIGH VALLEY,
 RA0822'115 FT E OF SW END OF DOUBLE CURVE, 40 FT E OF A GUY WIRE ANCHORED
 RA0822'TELEPHONE POLE, 31 FT S-SE OF CENTER OF HWY, 2.5 FT N OF WITNESS
 RA0822'POST, BETWEEN FENCE AND IRRIGATION DITCH AT W END OF LINE OF WILD
 RA0822'BLACKBERRY VINES.
 RA0822
 RA0822                          STATION RECOVERY (1981)
 RA0822
 RA0822'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 RA0822'THE STATION WAS RECOVERED.  THE REFERENCE MARKS WERE NOT FOUND.  ALL
 RA0822'DIRECTIONS IN THE ORIGINAL ARE 180 DEGREES OUT.  A NEW DESCRIPTION
 RA0822'FOLLOWS.  TO REACH FROM THE POST OFFICE IN COVE, GO WEST ON THE COVE
 RA0822'UNION ROAD FOR 0.65 KM (0.40 MI) TO THE MARK ON THE LEFT.  THE MARK IS
 RA0822'AN OREGON STATE HIGHWAY DISK STAMPED---COVE P.O.T.P 98.50 P.I---, IT
 RA0822'IS 102.7 METERS (336.9 FT) WSW FROM THE INTERSECTION OF COVE UNION RD
 RA0822'AND HIGH VALLEY RD 12.2 METERS (40.0 FT) EAST FROM A GUY WIRE
 RA0822'TELEPHONE POLE, 9.5 METERS (31.2 FT) SOUTH OF THE COVE UNION ROAD, 0.8
 RA0822'METERS (2.6 FT) NORTH OF A WOODEN WITNESS POST, BETWEEN THE FENCE AND
 RA0822'IRRIGATION DITCH AT THE WEST END OF A ROW OF WILD BLACKBERRY VINES.
 RA0822'IT IS ABOUT 2 METERS (6.6 FT) LOWER THAN THE ROAD.
 RA0822
 RA0822                          STATION RECOVERY (1989)
 RA0822
 RA0822'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 RA0822'THE STATION WAS RECOVERED.  THE REFERENCE MARKS WERE NOT FOUND.  IN
 RA0822'ALL DIRECTIONS IN THE ORIGINAL DESCRIPTION ARE 180 DEGREES OUT.  A
 RA0822'NEW DESCRIPTION FOLLOWS.
 RA0822'TO REACH FROM THE POST OFFICE IN COVE GO WEST ON THE COVE UNION ROAD
 RA0822'FOR 0.65 KM (0.40 MI) TO THE MARK ON THE LEFT.
 RA0822'THE MARK IS 102.7 M (336.9 FT) WSW FROM THE INTERSECTION OF COVE UNION
 RA0822'ROAD AND HIGH VALLEY ROAD, 12.2 M (40.0 FT) EAST FROM A GUY WIRED
 RA0822'TELEPHONE POLE, 9.5 M (31.2 FT) SOUTH OF THE CENTERLINE OF THE COVE
 RA0822'UNION ROAD, 0.8 M (2.6 FT) NORTH OF A WOODEN WITNESS POST, BETWEEN
 RA0822'THE FENCE AND IRRIGATION DITCH AT THE WEST END OF A ROW OF WILD
 RA0822'BLACKBERRY VINES.  IT IS ABOUT 1 METER LOWER THAN THE ROAD.
 RA0822'DESCRIBED BY L.L. RIGGERS.
 RA0822
 RA0822                          STATION RECOVERY (1998)
 RA0822
 RA0822'RECOVERY NOTE BY US FOREST SERVICE 1998 (ROG)
 RA0822'THE STATION IS LOCATED ABOUT 8.0 KM (4.95 MI) NORTH-NORTHWEST FROM
 RA0822'UNION, 3.2 KM (2.00 MI) SOUTHEAST FROM NIBLEY, 0.65 KM (0.40 MI) WEST
 RA0822'OF COVE, BETWEEN THE FENCE AND AN IRRIGATION DITCH AT THE WEST END OF
 RA0822'A ROW OF WILD BLACKBERRY VINES.  OWNERSHIP--OREGON STATE DEPARTMENT OF
 RA0822'TRANSPORTATION.  TO REACH FROM THE POST OFFICE IN COVE, GO WEST ON
 RA0822'COVE UNION ROAD FOR 0.65 KM (0.40 MI) TO THE STATION ON THE LEFT. THE
 RA0822'STATION IS A STANDARD BRONZE STATE HIGHWAY DEPARTMENT DISK SET IN TOP
 RA0822'OF A 15 CM ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 102.7
 RA0822'M (336.9 FT) WEST-SOUTHWEST FROM THE INTERSECTION OF COVE UNION ROAD
 RA0822'AND HIGH VALLEY ROAD, 21.3 M (69.9 FT) EAST FROM A GUY WIRED TELEPHONE
 RA0822'POLE, 9.5 M (31.2 FT) SOUTH FROM THE CENTER OF COVE UNION ROAD, 0.3 M
 RA0822'(1.0 FT) NORTH FROM A FIBERGLAS WITNESS POST, AND ABOUT 1.0 METER (3.3
 RA0822'FT) LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1675 ***********************************************************************
 RD1675  DESIGNATION -  COVE
 RD1675  PID         -  RD1675
 RD1675  STATE/COUNTY-  OR/YAMHILL
 RD1675  USGS QUAD   -  CARLTON (1992)
 RD1675
 RD1675                         *CURRENT SURVEY CONTROL
 RD1675  ___________________________________________________________________
 RD1675* NAD 83(1991)-  45 21 52.17664(N)    123 08 31.66440(W)     ADJUSTED  
 RD1675* NAVD 88     -       224.5    (meters)     737.     (feet)  VERTCON   
 RD1675  ___________________________________________________________________
 RD1675  LAPLACE CORR-         -11.55  (seconds)                    DEFLEC99
 RD1675  GEOID HEIGHT-         -22.05  (meters)                     GEOID03
 RD1675  HORZ ORDER  -  FIRST
 RD1675
 RD1675.The horizontal coordinates were established by classical geodetic methods
 RD1675.and adjusted by the National Geodetic Survey in October 1991.
 RD1675
 RD1675.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD1675.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD1675
 RD1675.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1675
 RD1675.The geoid height was determined by GEOID03.
 RD1675
 RD1675;                    North         East     Units Scale Factor Converg.
 RD1675;SPC OR N     -   192,049.658 2,293,059.056   MT  0.99990041   -1 52 25.5
 RD1675;SPC OR N     -   630,084.18  7,523,159.63   iFT  0.99990041   -1 52 25.5
 RD1675;UTM  10      - 5,023,452.131   488,869.312   MT  0.99960152   -0 06 04.1
 RD1675
 RD1675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1675!SPC OR N     -   0.99996827  x   0.99990041  =   0.99986868
 RD1675!UTM  10      -   0.99996827  x   0.99960152  =   0.99956980
 RD1675
 RD1675:                Primary Azimuth Mark                     Grid Az
 RD1675:SPC OR N     -  MCMINNVILLE MUN APT BCN 9502             180 53 44.7
 RD1675:UTM  10      -  MCMINNVILLE MUN APT BCN 9502             179 07 23.3
 RD1675
 RD1675|---------------------------------------------------------------------|
 RD1675| PID    Reference Object                     Distance      Geod. Az  |
 RD1675|                                                           dddmmss.s |
 RD1675| RD1732 MCMINNVILLE MUN APT BCN 9502        APPROX.18.4 KM 1790119.2 |
 RD1675| DD9566 COVE RM 1                            22.296 METERS 18550     |
 RD1675| DD9568 COVE RM 3 AZIMUTH                                  2150553.2 |
 RD1675| DD9567 COVE RM 2                            21.018 METERS 29416     |
 RD1675|---------------------------------------------------------------------|
 RD1675
 RD1675                          SUPERSEDED SURVEY CONTROL
 RD1675
 RD1675  NAD 83(1986)-  45 21 52.20162(N)    123 08 31.67171(W) AD(       ) 1
 RD1675  NAD 27      -  45 21 52.78476(N)    123 08 27.28703(W) AD(       ) 1
 RD1675  NGVD 29 (07/19/86)  223.4    (m)          733.     (f) VERT ANG    3  
 RD1675
 RD1675.Superseded values are not recommended for survey control.
 RD1675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1675.See file dsdata.txt to determine how the superseded data were derived.
 RD1675
 RD1675_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR8886923452(NAD 83)
 RD1675_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RD1675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD1675_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RD1675
 RD1675  HISTORY     - Date     Condition        Report By
 RD1675  HISTORY     - 1972     MONUMENTED       NGS
 RD1675  HISTORY     - 1984     GOOD             LOCSUR
 RD1675
 RD1675                          STATION DESCRIPTION
 RD1675
 RD1675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LDF)
 RD1675'THE STATION IS LOCATED 10 MILES NORTHWEST OF NEWBURG, 5-1/2 MILES
 RD1675'NORTH-NORTHEAST OF CARLTON, 2-3/4 MILES NORTHEAST OF YAMHILL AND
 RD1675'3/4 MILE SOUTHEAST OF COVE ORCHARD.  IT IS IN THE SOUTHEAST 1/4
 RD1675'SECTION 26, T 2 S, R 4 W, AND ON THE PROPERTY OF MR. C.F.
 RD1675'LAUGHLIN.
 RD1675'
 RD1675'TO REACH THE STATION FROM THE POST OFFICE IN YAMHILL, GO SOUTH FOR
 RD1675'200 FEET TO THE JUNCTION OF STATE HIGHWAYS 47 AND 240.  TURN LEFT
 RD1675'ON STATE HIGHWAY 240 AND GO EAST FOR 1.15 MILE TO REFERENCE MARK 3
 RD1675'ON THE RIGHT, CONTINUE EAST ON STATE HIGHWAY 240 FOR 0.65 MILE
 RD1675'TO A SIDE ROAD LEFT, SHAW MILL ROAD.  TURN LEFT ON SHAW MILL ROAD
 RD1675'AND GO NORTH FOR 1.45 MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO
 RD1675'WEST, UPHILL, FOR 0.7 MILE TO A SIDE TRACK ROAD RIGHT AND A
 RD1675'METAL GATE.  TURN RIGHT PASSING THROUGH THE GATE AND BEAR
 RD1675'LEFT, UPHILL, FOR 0.2 MILE TO THE STATION ON THE LEFT.
 RD1675'
 RD1675'THE STATION MARK IS A STANDARD DISK STAMPED COVE 1972, SET IN THE
 RD1675'TOP OF A 12-INCH CONCRETE CYLINDER WHICH IS FLUSH WITH THE GROUND
 RD1675'SURFACE.  THE UNDERGROUND MARK IS 38 INCHES BELOW THE GROUND
 RD1675'SURFACE.  IT IS 16 FEET EAST OF A LARGE OAK TREE WITH A WITNESS
 RD1675'SIGN NAILED TO IT, 16 FEET WEST OF THE CENTER OF A TRACK ROAD,
 RD1675'150 YARDS SOUTHEAST AND 30 FEET LOWER THAN THE HIGHEST POINT OF
 RD1675'THE HILL.
 RD1675'
 RD1675'REFERENCE MARK 1 IS A STANDARD DISK STAMPED COVE NO 1 1972, SET
 RD1675'IN THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH IS FLUSH WITH
 RD1675'THE GROUND SURFACE.  IT IS 66-1/2 FEET SOUTH OF THE OAK TREE,
 RD1675'64 FEET SOUTHWEST OF THE TRACK ROAD AND ABOUT 10 FEET LOWER THAN
 RD1675'THE STATION.
 RD1675'
 RD1675'REFERENCE MARK 2 IS A STANDARD DISK STAMPED COVE NO 2 1972, SET
 RD1675'IN THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH IS FLUSH WITH THE
 RD1675'GROUND SURFACE.  IT IS 67 FEET SOUTHWEST OF THE TRACK ROAD, 59
 RD1675'FEET WEST-NORTHWEST OF THE OAK TREE AND ABOUT THE SAME ELEVATION
 RD1675'AS THE STATION.
 RD1675'
 RD1675'REFERENCE MARK 3 IS A STANDARD DISK STAMPED COVE NO 3 1972, SET
 RD1675'IN THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH PROJECTS ABOUT
 RD1675'4 INCHES ABOVE THE GROUND SURFACE.  IT IS 57 FEET WEST OF THE
 RD1675'CENTER OF A NORTH--SOUTH PAVED ROAD, 24 FEET SOUTH OF THE CENTER
 RD1675'LINE OF STATE HIGHWAY 240, 3 FEET WEST OF A LONE TREE AND 1.8
 RD1675'FEET EAST OF A METAL WITNESS POST.
 RD1675'
 RD1675'THE DISTANCE BETWEEN REFERENCE MARK 1 AND REFERENCE MARK 2 IS
 RD1675'115.62 FEET (35.241 METERS).
 RD1675'
 RD1675'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 RD1675
 RD1675                          STATION RECOVERY (1984)
 RD1675
 RD1675'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984 (LC)
 RD1675'COVE 1972 RECOVERED GOOD.
 RD1675'
 RD1675'WITNESS SIGN ON OAK 16 FEET WEST IS GONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1038 ***********************************************************************
 OA1038  DESIGNATION -  COVE
 OA1038  PID         -  OA1038
 OA1038  STATE/COUNTY-  OR/CURRY
 OA1038  USGS QUAD   -  CAPE SEBASTIAN (1986)
 OA1038
 OA1038                         *CURRENT SURVEY CONTROL
 OA1038  ___________________________________________________________________
 OA1038* NAD 83(1991)-  42 19 22.13620(N)    124 25 07.77637(W)     ADJUSTED  
 OA1038* NAVD 88     -       135.     (meters)     443.     (feet)  SCALED    
 OA1038  ___________________________________________________________________
 OA1038  LAPLACE CORR-          14.42  (seconds)                    DEFLEC99
 OA1038  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 OA1038  HORZ ORDER  -  THIRD
 OA1038
 OA1038.The horizontal coordinates were established by classical geodetic methods
 OA1038.and adjusted by the National Geodetic Survey in October 1991.
 OA1038
 OA1038.The orthometric height was scaled from a topographic map.
 OA1038
 OA1038.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1038
 OA1038.The geoid height was determined by GEOID03.
 OA1038
 OA1038;                    North         East     Units Scale Factor Converg.
 OA1038;SPC OR S     -    80,444.893 1,177,085.401   MT  1.00000267   -2 40 51.8
 OA1038;SPC OR S     -   263,926.81  3,861,828.74   iFT  1.00000267   -2 40 51.8
 OA1038;UTM  10      - 4,686,593.816   383,090.768   MT  0.99976817   -0 57 19.5
 OA1038
 OA1038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1038!SPC OR S     -   0.99998317  x   1.00000267  =   0.99998584
 OA1038!UTM  10      -   0.99998317  x   0.99976817  =   0.99975135
 OA1038
 OA1038:                Primary Azimuth Mark                     Grid Az
 OA1038:SPC OR S     -  SCHUMACHER                               147 03 09.0
 OA1038:UTM  10      -  SCHUMACHER                               145 19 36.7
 OA1038
 OA1038|---------------------------------------------------------------------|
 OA1038| PID    Reference Object                     Distance      Geod. Az  |
 OA1038|                                                           dddmmss.s |
 OA1038| OA1032 SCHUMACHER                          APPROX. 1.4 KM 1442217.2 |
 OA1038|---------------------------------------------------------------------|
 OA1038
 OA1038                          SUPERSEDED SURVEY CONTROL
 OA1038
 OA1038  NAD 83(1986)-  42 19 22.11482(N)    124 25 07.78530(W) AD(       ) 3
 OA1038  NAD 27      -  42 19 22.69500(N)    124 25 03.35600(W) AD(       ) 3
 OA1038
 OA1038.Superseded values are not recommended for survey control.
 OA1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1038.See file dsdata.txt to determine how the superseded data were derived.
 OA1038
 OA1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCM8309186594(NAD 83)
 OA1038
 OA1038  HISTORY     - Date     Condition        Report By
 OA1038  HISTORY     - 1873     MONUMENTED       CGS
 OA1038  HISTORY     - 1933     SEE DESCRIPTION  ORGS
 OA1038  HISTORY     - 1934     SEE DESCRIPTION  ORGS
 OA1038
 OA1038                          STATION DESCRIPTION
 OA1038
 OA1038'DESCRIBED BY COAST AND GEODETIC SURVEY 1873 (AWC)
 OA1038'ON THE SUMMIT OF A HILL FORMING PART OF A LONG RIDGE LEADING UP
 OA1038'FROM HUNTER COVE TO CAPE SEBASTIAN, ABOUT OPPOSITE ISLAND ROCK.
 OA1038'
 OA1038'STATION MARK IS A BOTTLE BURIED 3 FEET BELOW THE SURFACE OF THE
 OA1038'GROUND, AND AT THE SURFACE THERE ARE 3 STUBS WITH A COPPER TACK IN
 OA1038'THE TOP OF EACH, DISTANT 3 FEET AND BEARING N, S AND E (MAGNETIC).
 OA1038
 OA1038                          STATION RECOVERY (1933)
 OA1038
 OA1038'RECOVERY NOTE BY OREGON GEODETIC SURVEY 1933
 OA1038'STATION IS ABOUT 6.25 MILES AIR LINE S OF GOLD BEACH, ABOUT 0.5
 OA1038'MILE S OF JUNCTION OF OREGON COAST HIGHWAY AND ROAD TO CAPE
 OA1038'SEBASTIAN.  STATION SEARCHED FOR IN 1907, BUT COULD NOT BE FOUND.
 OA1038
 OA1038                          STATION RECOVERY (1934)
 OA1038
 OA1038'RECOVERY NOTE BY OREGON GEODETIC SURVEY 1934
 OA1038'STATION SEARCHED FOR, BUT NOT FOUND.  SOME INDICATIONS WERE ON
 OA1038'THE GROUND THAT THIS POINT HAD AT SOME TIME BEEN USED AS A
 OA1038'WORKING POINT.  NO TRACE AS TO LOCATION WHERE A BOTTLE MIGHT BE
 OA1038'FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA1174 ***********************************************************************
 RA1174  DESIGNATION -  COVE CHURCH SPIRE
 RA1174  PID         -  RA1174
 RA1174  STATE/COUNTY-  OR/UNION
 RA1174  USGS QUAD   -  COVE (1993)
 RA1174
 RA1174                         *CURRENT SURVEY CONTROL
 RA1174  ___________________________________________________________________
 RA1174* NAD 83(1991)-  45 17 53.65966(N)    117 48 37.22159(W)     ADJUSTED  
 RA1174* NAVD 88     -              **(meters)            **(feet)            
 RA1174  ___________________________________________________________________
 RA1174  LAPLACE CORR-          15.49  (seconds)                    DEFLEC99
 RA1174  GEOID HEIGHT-         -17.25  (meters)                     GEOID03
 RA1174  HORZ ORDER  -  THIRD
 RA1174
 RA1174.The horizontal coordinates were established by classical geodetic methods
 RA1174.and adjusted by the National Geodetic Survey in October 1991.
 RA1174
 RA1174
 RA1174.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1174
 RA1174.The geoid height was determined by GEOID03.
 RA1174
 RA1174;                    North         East     Units Scale Factor Converg.
 RA1174;SPC OR N     -   184,813.895 2,710,907.501   MT  0.99989713   +1 54 26.9
 RA1174;SPC OR N     -   606,344.80  8,894,053.48   iFT  0.99989713   +1 54 26.9
 RA1174;UTM  11      - 5,016,401.175   436,465.082   MT  0.99964963   -0 34 33.6
 RA1174
 RA1174                          SUPERSEDED SURVEY CONTROL
 RA1174
 RA1174  NAD 83(1986)-  45 17 53.65934(N)    117 48 37.21071(W) AD(       ) 4
 RA1174  NAD 27      -  45 17 54.17446(N)    117 48 33.46524(W) AD(       ) 3
 RA1174
 RA1174.Superseded values are not recommended for survey control.
 RA1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1174.See file dsdata.txt to determine how the superseded data were derived.
 RA1174
 RA1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML3646516401(NAD 83)
 RA1174
 RA1174  HISTORY     - Date     Condition        Report By
 RA1174  HISTORY     - 1946     MONUMENTED       CGS
 RA1174
 RA1174                          STATION DESCRIPTION
 RA1174
 RA1174'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JTJ)
 RA1174'LOCATED BY INTERSECTION.
 RA1174'
 RA1174'STATION IS THE WOODEN FINIAL ON THE SPIRE OF THE COVE METHODIST
 RA1174'CHURCH ON JASPER STREET ABOUT 0.3 MILES NE OF THE POSTOFFICE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1028 ***********************************************************************
 OA1028  DESIGNATION -  COVE ISLAND
 OA1028  PID         -  OA1028
 OA1028  STATE/COUNTY-  OR/CURRY
 OA1028  USGS QUAD   -  CAPE SEBASTIAN (1986)
 OA1028
 OA1028                         *CURRENT SURVEY CONTROL
 OA1028  ___________________________________________________________________
 OA1028* NAD 83(1991)-  42 18 52.61002(N)    124 25 32.15774(W)     ADJUSTED  
 OA1028* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 OA1028  ___________________________________________________________________
 OA1028  LAPLACE CORR-          13.71  (seconds)                    DEFLEC99
 OA1028  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 OA1028  HORZ ORDER  -  THIRD
 OA1028
 OA1028.The horizontal coordinates were established by classical geodetic methods
 OA1028.and adjusted by the National Geodetic Survey in October 1991.
 OA1028
 OA1028.The orthometric height was scaled from a topographic map.
 OA1028
 OA1028.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1028
 OA1028.The geoid height was determined by GEOID03.
 OA1028
 OA1028;                    North         East     Units Scale Factor Converg.
 OA1028;SPC OR S     -    79,560.984 1,176,485.053   MT  1.00000477   -2 41 08.5
 OA1028;SPC OR S     -   261,026.85  3,859,859.10   iFT  1.00000477   -2 41 08.5
 OA1028;UTM  10      - 4,685,692.440   382,517.446   MT  0.99976982   -0 57 35.4
 OA1028
 OA1028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1028!SPC OR S     -   1.00000389  x   1.00000477  =   1.00000866
 OA1028!UTM  10      -   1.00000389  x   0.99976982  =   0.99977371
 OA1028
 OA1028                          SUPERSEDED SURVEY CONTROL
 OA1028
 OA1028  NAD 83(1986)-  42 18 52.58880(N)    124 25 32.16572(W) AD(       ) 3
 OA1028  NAD 27      -  42 18 53.17200(N)    124 25 27.73600(W) AD(       ) 3
 OA1028
 OA1028.Superseded values are not recommended for survey control.
 OA1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1028.See file dsdata.txt to determine how the superseded data were derived.
 OA1028
 OA1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCM8251785692(NAD 83)
 OA1028
 OA1028  HISTORY     - Date     Condition        Report By
 OA1028  HISTORY     - 1873     MONUMENTED       CGS
 OA1028  HISTORY     - 1928     SEE DESCRIPTION  CGS
 OA1028  HISTORY     - 1933     SEE DESCRIPTION  ORGS
 OA1028
 OA1028                          STATION DESCRIPTION
 OA1028
 OA1028'DESCRIBED BY COAST AND GEODETIC SURVEY 1873
 OA1028'ON THE HIGHEST PART OF THE LARGE ISLAND LYING IN HUNTERS COVE.
 OA1028'
 OA1028'THE STATION IS MARKED BY A BOTTLE BURIED 3 FEET BELOW THE SURFACE
 OA1028'AND AT THE SURFACE THERE ARE 3 STUBS WITH A COPPER TACK IN THE
 OA1028'TOP OF EACH, DISTANT 3 FEET AND BEARING N, S AND E (MAGNETIC).
 OA1028
 OA1028                          STATION RECOVERY (1928)
 OA1028
 OA1028'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1928 (FGE)
 OA1028'TRIPOD WAS FOUND STANDING ON HIGHEST POINT OF ISLAND IN GOOD
 OA1028'CONDITION AND WAS RECOVERED WITH SIGNAL CLOTH.  A 2- BY 4-INCH
 OA1028'STUB WAS FOUND DRIVEN FIRMLY IN THE GROUND UNDER THE SIGNAL, BUT NO
 OA1028'OTHER MARK COULD BE FOUND.  A STONE BLOCK WITH A DRILL HOLE IN
 OA1028'IT WAS PUT IN PLACE OF THE STUB.
 OA1028
 OA1028                          STATION RECOVERY (1933)
 OA1028
 OA1028'RECOVERY NOTE BY OREGON GEODETIC SURVEY 1933
 OA1028'STATION IS ABOUT 6.75 MILES AIR LINE S OF TOWN OF GOLD
 OA1028'BEACH.  STATION NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0585 ***********************************************************************
 QD0585  DESIGNATION -  COVE RM 1
 QD0585  PID         -  QD0585
 QD0585  STATE/COUNTY-  OR/JEFFERSON
 QD0585  USGS QUAD   -  ROUND BUTTE DAM (1992)
 QD0585
 QD0585                         *CURRENT SURVEY CONTROL
 QD0585  ___________________________________________________________________
 QD0585* NAD 83(1986)-  44 32 46.     (N)    121 15 58.     (W)     SCALED    
 QD0585* NAVD 88     -       534.835  (meters)    1754.70   (feet)  ADJUSTED  
 QD0585  ___________________________________________________________________
 QD0585  GEOID HEIGHT-         -21.43  (meters)                     GEOID03
 QD0585  DYNAMIC HT  -         534.679 (meters)    1754.19  (feet)  COMP
 QD0585  MODELED GRAV-     980,312.6   (mgal)                       NAVD 88
 QD0585
 QD0585  VERT ORDER  -  SECOND    CLASS 0
 QD0585
 QD0585.The horizontal coordinates were scaled from a topographic map and have
 QD0585.an estimated accuracy of +/- 6 seconds.
 QD0585
 QD0585.The orthometric height was determined by differential leveling
 QD0585.and adjusted in June 1991.
 QD0585
 QD0585.The geoid height was determined by GEOID03.
 QD0585
 QD0585.The dynamic height is computed by dividing the NAVD 88
 QD0585.geopotential number by the normal gravity value computed on the
 QD0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0585.degrees latitude (g = 980.6199 gals.).
 QD0585
 QD0585.The modeled gravity was interpolated from observed gravity values.
 QD0585
 QD0585;                    North         East    Units  Estimated Accuracy
 QD0585;SPC OR N     -    98,020.    2,439,120.      MT  (+/- 180 meters Scaled)
 QD0585
 QD0585                          SUPERSEDED SURVEY CONTROL
 QD0585
 QD0585  NGVD 29 (??/??/92)  533.732  (m)         1751.09   (f) ADJ UNCH    2 0
 QD0585
 QD0585.Superseded values are not recommended for survey control.
 QD0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0585.See file dsdata.txt to determine how the superseded data were derived.
 QD0585
 QD0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ377339(NAD 83)
 QD0585_MARKER: DR = REFERENCE MARK DISK
 QD0585_SETTING: 80 = SET IN A BOULDER
 QD0585_SP_SET: BOULDER
 QD0585_STAMPING: COVE NO 1 1946
 QD0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0585+STABILITY: SURFACE MOTION
 QD0585
 QD0585  HISTORY     - Date     Condition        Report By
 QD0585  HISTORY     - 1946     MONUMENTED       CGS
 QD0585
 QD0585                          STATION DESCRIPTION
 QD0585
 QD0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 QD0585'IN THE COVE.
 QD0585'ALONG GRANDVIEW LOOP ROAD, AT THE COVE, 79 YARDS WEST OF THE WEST END
 QD0585'OF BRIDGE OVER CROOKED RIVER, SET IN BOULDER 14 FEET NORTH OF THE
 QD0585'CENTER LINE OF ROAD, 11 FEET SOUTH OF STONE FENCE AROUND CROOKED RIVER
 QD0585'RECREATION AREA, 5 FEET ABOVE ROAD LEVEL, 13.4 FEET EAST OF STATION
 QD0585'MARK, 45.6 FEET NORTHEAST OF REFERENCE MARK NO. 2.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0586 ***********************************************************************
 QD0586  DESIGNATION -  COVE RM 2
 QD0586  PID         -  QD0586
 QD0586  STATE/COUNTY-  OR/JEFFERSON
 QD0586  USGS QUAD   -  ROUND BUTTE DAM (1992)
 QD0586
 QD0586                         *CURRENT SURVEY CONTROL
 QD0586  ___________________________________________________________________
 QD0586* NAD 83(1986)-  44 32 46.     (N)    121 15 58.     (W)     SCALED    
 QD0586* NAVD 88     -       535.442  (meters)    1756.70   (feet)  ADJUSTED  
 QD0586  ___________________________________________________________________
 QD0586  GEOID HEIGHT-         -21.43  (meters)                     GEOID03
 QD0586  DYNAMIC HT  -         535.286 (meters)    1756.18  (feet)  COMP
 QD0586  MODELED GRAV-     980,312.6   (mgal)                       NAVD 88
 QD0586
 QD0586  VERT ORDER  -  SECOND    CLASS 0
 QD0586
 QD0586.The horizontal coordinates were scaled from a topographic map and have
 QD0586.an estimated accuracy of +/- 6 seconds.
 QD0586
 QD0586.The orthometric height was determined by differential leveling
 QD0586.and adjusted in June 1991.
 QD0586
 QD0586.The geoid height was determined by GEOID03.
 QD0586
 QD0586.The dynamic height is computed by dividing the NAVD 88
 QD0586.geopotential number by the normal gravity value computed on the
 QD0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0586.degrees latitude (g = 980.6199 gals.).
 QD0586
 QD0586.The modeled gravity was interpolated from observed gravity values.
 QD0586
 QD0586;                    North         East    Units  Estimated Accuracy
 QD0586;SPC OR N     -    98,020.    2,439,120.      MT  (+/- 180 meters Scaled)
 QD0586
 QD0586                          SUPERSEDED SURVEY CONTROL
 QD0586
 QD0586  NGVD 29 (??/??/92)  534.339  (m)         1753.08   (f) ADJ UNCH    2 0
 QD0586
 QD0586.Superseded values are not recommended for survey control.
 QD0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0586.See file dsdata.txt to determine how the superseded data were derived.
 QD0586
 QD0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ377339(NAD 83)
 QD0586_MARKER: DR = REFERENCE MARK DISK
 QD0586_SETTING: 80 = SET IN A BOULDER
 QD0586_SP_SET: BOULDER
 QD0586_STAMPING: COVE NO 2 1946
 QD0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0586+STABILITY: SURFACE MOTION
 QD0586
 QD0586  HISTORY     - Date     Condition        Report By
 QD0586  HISTORY     - 1946     MONUMENTED       CGS
 QD0586
 QD0586                          STATION DESCRIPTION
 QD0586
 QD0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 QD0586'IN THE COVE.
 QD0586'ALONG GRANDVIEW LOOP ROAD, AT THE COVE, 90 YARDS WEST OF THE WEST END
 QD0586'OF BRIDGE OVER CROOKED RIVER, SET IN BOULDER 24 FEET SOUTH OF THE
 QD0586'CENTER LINE OF ROAD, 5 FEET ABOVE ROAD LEVEL, 67 FEET EAST OF CROOKED
 QD0586'RIVER RECREATION AREA SIGN, 43.8 FEET SOUTH OF STATION MARK, 45.6 FEET
 QD0586'SOUTHWEST OF REFERENCE MARK NO. 1.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2063 ***********************************************************************
 RC2063  DESIGNATION -  COVINGTON POINT LIGHT
 RC2063  PID         -  RC2063
 RC2063  STATE/COUNTY-  OR/WASCO
 RC2063  USGS QUAD   -  THE DALLES SOUTH (1994)
 RC2063
 RC2063                         *CURRENT SURVEY CONTROL
 RC2063  ___________________________________________________________________
 RC2063* NAD 83(1991)-  45 36 40.32731(N)    121 07 41.30714(W)     ADJUSTED  
 RC2063* NAVD 88     -              **(meters)            **(feet)            
 RC2063  ___________________________________________________________________
 RC2063  LAPLACE CORR-           1.61  (seconds)                    DEFLEC99
 RC2063  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 RC2063  HORZ ORDER  -  THIRD
 RC2063
 RC2063.The horizontal coordinates were established by classical geodetic methods
 RC2063.and adjusted by the National Geodetic Survey in October 1991.
 RC2063
 RC2063
 RC2063.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2063
 RC2063.The geoid height was determined by GEOID03.
 RC2063
 RC2063;                    North         East     Units Scale Factor Converg.
 RC2063;SPC OR N     -   216,273.054 2,451,006.660   MT  0.99992438   -0 26 43.7
 RC2063;SPC OR N     -   709,557.26  8,041,360.43   iFT  0.99992438   -0 26 43.7
 RC2063;SPC WA S     -    31,080.874   451,000.150   MT  1.00005774   -0 27 22.6
 RC2063;SPC WA S     -   101,971.17  1,479,656.33   sFT  1.00005774   -0 27 22.6
 RC2063;UTM  10      - 5,052,554.893   645,953.693   MT  0.99986191   +1 20 16.4
 RC2063
 RC2063                          SUPERSEDED SURVEY CONTROL
 RC2063
 RC2063  NAD 83(1986)-  45 36 40.34055(N)    121 07 41.29863(W) AD(       ) 4
 RC2063  NAD 27      -  45 36 40.89100(N)    121 07 37.04700(W) AD(       ) 3
 RC2063
 RC2063.Superseded values are not recommended for survey control.
 RC2063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2063.See file dsdata.txt to determine how the superseded data were derived.
 RC2063
 RC2063_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR4595452555(NAD 83)
 RC2063
 RC2063  HISTORY     - Date     Condition        Report By
 RC2063  HISTORY     - 1939     MONUMENTED       CGS
 RC2063  HISTORY     - 1942     SEE DESCRIPTION  CGS
 RC2063  HISTORY     - 1949     SEE DESCRIPTION  CGS
 RC2063  HISTORY     - 1959     SEE DESCRIPTION  CGS
 RC2063
 RC2063                          STATION DESCRIPTION
 RC2063
 RC2063'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (LAM)
 RC2063'THIS CHECKED INTERSECTION STATION IS CENTER OF NAVIGATION LIGHT AT
 RC2063'COVINGTON POINT, ON S BANK OF COLUMBIA RIVER, ABOUT 0.25 MILE
 RC2063'WESTWARD FROM SEUFERT RAILROAD STATION AND CANNERY.  LIGHT IS
 RC2063'ABOUT 3 MILES UPSTREAM FROM THE DALLES CITY WHARF AND ABOUT 0.35
 RC2063'MILE DOWNSTREAM FROM MOUTH OF FIFTEENMILE CREEK.
 RC2063
 RC2063                          STATION RECOVERY (1949)
 RC2063
 RC2063'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (HJH)
 RC2063'STATION RECOVERED IN GOOD CONDITION.
 RC2063'
 RC2063'THIS INTERSECTION STATION IS THE CENTER OF THE COVINGTON POINT
 RC2063'NAVIGATION LIGHT LOCATED ON COVINGTON POINT, APPROXIMATELY 2.5
 RC2063'MI. UPSTREAM FROM THE DALLES CITY WHARF, THE DALLES, AND ABOUT
 RC2063'0.8 MI. DOWNSTREAM FROM THE W ENTRANCE OF THE DALLES-CELILO
 RC2063'CANAL.  IT IS APPROXIMATELY 53 YD. 237 DEG FROM THE NE CORNER OF
 RC2063'A FISH WHEEL ON COVINGTON POINT.  IT IS APPROXIMATELY 20 FT.
 RC2063'ABOVE NORMAL POOL LEVEL OF THE RIVER.  LIGHT IS MOUNTED ON TOP
 RC2063'OF A WHITE SQUARE HOUSE WITH A RED BAND AT THE TOP, FLASHING
 RC2063'RED 4 SECS.
 RC2063
 RC2063                          STATION RECOVERY (1959)
 RC2063
 RC2063'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LGT)
 RC2063'THE HOUSE HAS BEEN DISMANTLED.  THE STATION HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH1199 ***********************************************************************
 OH1199  DESIGNATION -  COW
 OH1199  PID         -  OH1199
 OH1199  STATE/COUNTY-  OR/MALHEUR
 OH1199  USGS QUAD   -  COW LAKES (1969)
 OH1199
 OH1199                         *CURRENT SURVEY CONTROL
 OH1199  ___________________________________________________________________
 OH1199* NAD 83(1991)-  43 03 46.35618(N)    117 19 47.64590(W)     ADJUSTED  
 OH1199* NAVD 88     -      1385.7    (meters)    4546.     (feet)  VERTCON   
 OH1199  ___________________________________________________________________
 OH1199  LAPLACE CORR-           5.05  (seconds)                    DEFLEC99
 OH1199  GEOID HEIGHT-         -17.39  (meters)                     GEOID03
 OH1199  HORZ ORDER  -  SECOND
 OH1199
 OH1199.The horizontal coordinates were established by classical geodetic methods
 OH1199.and adjusted by the National Geodetic Survey in October 1991.
 OH1199
 OH1199.The NAVD 88 height was computed by applying the VERTCON shift value to
 OH1199.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OH1199
 OH1199.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1199
 OH1199.The geoid height was determined by GEOID03.
 OH1199
 OH1199;                    North         East     Units Scale Factor Converg.
 OH1199;SPC OR S     -   159,980.386 1,758,140.720   MT  0.99989630   +2 10 07.7
 OH1199;SPC OR S     -   524,870.03  5,768,178.22   iFT  0.99989630   +2 10 07.7
 OH1199;UTM  11      - 4,767,849.992   473,137.686   MT  0.99960888   -0 13 30.9
 OH1199
 OH1199!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1199!SPC OR S     -   0.99978547  x   0.99989630  =   0.99968179
 OH1199!UTM  11      -   0.99978547  x   0.99960888  =   0.99939443
 OH1199
 OH1199:                Primary Azimuth Mark                     Grid Az
 OH1199:SPC OR S     -  MAHOGANY MOUNTAIN                        015 17 33.7
 OH1199:UTM  11      -  MAHOGANY MOUNTAIN                        017 41 12.3
 OH1199
 OH1199|---------------------------------------------------------------------|
 OH1199| PID    Reference Object                     Distance      Geod. Az  |
 OH1199|                                                           dddmmss.s |
 OH1199| OH1198 MAHOGANY MOUNTAIN                   APPROX.20.0 KM 0172741.4 |
 OH1199| CD6283 COW RM 1                              7.855 METERS 20638     |
 OH1199| CD6284 COW RM 2                             13.879 METERS 27931     |
 OH1199|---------------------------------------------------------------------|
 OH1199
 OH1199                          SUPERSEDED SURVEY CONTROL
 OH1199
 OH1199  NAD 83(1986)-  43 03 46.35676(N)    117 19 47.64051(W) AD(       ) 2
 OH1199  NAD 27      -  43 03 46.80148(N)    117 19 44.09013(W) AD(       ) 2
 OH1199  NGVD 29 (07/19/86) 1384.6    (m)         4543.     (f) VERT ANG    3  
 OH1199
 OH1199.Superseded values are not recommended for survey control.
 OH1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1199.See file dsdata.txt to determine how the superseded data were derived.
 OH1199
 OH1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH7313867850(NAD 83)
 OH1199_MARKER: DD = SURVEY DISK
 OH1199_SETTING: 66 = SET IN ROCK OUTCROP
 OH1199
 OH1199  HISTORY     - Date     Condition        Report By
 OH1199  HISTORY     - 1969     MONUMENTED       USGS
 OH1199
 OH1199                          STATION DESCRIPTION
 OH1199
 OH1199'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 OH1199'LOCATED ABOUT 15 MI NW. OF JORDAN VALLEY, ABOUT 14 MI NE. OF
 OH1199'AROCK, ABOUT 1 MI S. OF LOWER COW LAKE.  ON HIGHEST POINT OF
 OH1199'ROUNDED HILL.
 OH1199'
 OH1199'TO REACH FROM POST OFFICE AT JORDAN VALLEY, DRIVE W. ON U.S. HWY.
 OH1199'93 5.0 MI TO Y-RD. AT BEND IN HWY.  TURN RIGHT ON GRAVEL RD.
 OH1199'TOWARDS COW LAKES 2.5 MI TO Y-RD.  TURN RIGHT TOWARD COW LAKES
 OH1199'0.2 MI TO Y-RD.  TURN LEFT 5.9 MI TO Y-RD.  TURN RIGHT AT Y-RD.
 OH1199'AND SIGN COW LAKES 6 0.3 MI TO Y-RD.  TURN RIGHT 2.5 MI TO
 OH1199'CATTLEGUARD, CONTINUE ON TOWARD COW LAKES ABOUT 0.3 MI.  TURN LEFT
 OH1199'(W.) CROSS-COUNTRY WORKING WAY UP LOW RIDGE AND AROUND NORTH SIDE
 OH1199'OF FENCE LINE 1.2 MI TO HIGHEST HILL IN VICINITY AND STATION.
 OH1199'GROUND IS ROCKY BUT CAN BE DRIVEN WITH 2-WHEEL DRIVE.
 OH1199'
 OH1199'STATION MARK--STANDARD ALUMINUM TABLET STAMPED---COW 1969---,
 OH1199'CEMENTED IN TOP OF 2 X 3-FT LAVA OUTCROP PROJECTING 0.7 FT, 10
 OH1199'FT W. OF WITNESS SIGN ON STEEL FENCEPOST.
 OH1199'
 OH1199'RM 1--STANDARD RM TABLET STAMPED---NO 1 1969---, CEMENTED IN TOP OF
 OH1199'2 X 4-FT LAVA OUTCROP PROJECTING 1 FT.
 OH1199'
 OH1199'RM 2--STANDARD RM TABLET STAMPED---NO 2 1969---, CEMENTED IN TOP OF
 OH1199'3 X 5-FT LAVA OUTCROP PROJECTING 0.3 FT.
 OH1199'
 OH1199'HEIGHT OF INSTRUMENT STAND ABOVE STATION MARK--4.6 FT
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0678 ***********************************************************************
 PA0678  DESIGNATION -  COW
 PA0678  PID         -  PA0678
 PA0678  STATE/COUNTY-  OR/HARNEY
 PA0678  USGS QUAD   -  BUCHANAN (1973)
 PA0678
 PA0678                         *CURRENT SURVEY CONTROL
 PA0678  ___________________________________________________________________
 PA0678* NAD 83(1991)-  43 38 29.77218(N)    118 44 34.26810(W)     ADJUSTED  
 PA0678* NAVD 88     -      1405.2    (meters)    4610.     (feet)  VERTCON   
 PA0678  ___________________________________________________________________
 PA0678  LAPLACE CORR-           1.69  (seconds)                    DEFLEC99
 PA0678  GEOID HEIGHT-         -18.75  (meters)                     GEOID03
 PA0678  HORZ ORDER  -  THIRD
 PA0678
 PA0678.The horizontal coordinates were established by classical geodetic methods
 PA0678.and adjusted by the National Geodetic Survey in October 1991.
 PA0678
 PA0678.The NAVD 88 height was computed by applying the VERTCON shift value to
 PA0678.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PA0678
 PA0678.The Laplace correction was computed from DEFLEC99 derived deflections.
 PA0678
 PA0678.The geoid height was determined by GEOID03.
 PA0678
 PA0678;                    North         East     Units Scale Factor Converg.
 PA0678;SPC OR S     -   220,871.448 1,641,759.200   MT  0.99992865   +1 12 07.7
 PA0678;SPC OR S     -   724,643.86  5,386,349.08   iFT  0.99992865   +1 12 07.7
 PA0678;UTM  11      - 4,833,543.523   359,428.936   MT  0.99984306   -1 12 10.9
 PA0678
 PA0678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PA0678!SPC OR S     -   0.99978264  x   0.99992865  =   0.99971130
 PA0678!UTM  11      -   0.99978264  x   0.99984306  =   0.99962573
 PA0678
 PA0678|---------------------------------------------------------------------|
 PA0678| PID    Reference Object                     Distance      Geod. Az  |
 PA0678|                                                           dddmmss.s |
 PA0678| CD6285 COW RM 1                              6.623 METERS 01552     |
 PA0678| PA0677 SAGE                                APPROX. 2.3 KM 1191657.5 |
 PA0678| CD6286 COW RM 2                              3.722 METERS 12126     |
 PA0678|---------------------------------------------------------------------|
 PA0678
 PA0678                          SUPERSEDED SURVEY CONTROL
 PA0678
 PA0678  NAD 83(1986)-  43 38 29.77784(N)    118 44 34.26527(W) AD(       ) 3
 PA0678  NAD 27      -  43 38 30.21030(N)    118 44 30.51099(W) AD(       ) 3
 PA0678  NGVD 29 (07/19/86) 1404.0    (m)         4606.     (f) VERT ANG    3  
 PA0678
 PA0678.Superseded values are not recommended for survey control.
 PA0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0678.See file dsdata.txt to determine how the superseded data were derived.
 PA0678
 PA0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ5942933544(NAD 83)
 PA0678_MARKER: DD = SURVEY DISK
 PA0678_SETTING: 66 = SET IN ROCK OUTCROP
 PA0678
 PA0678  HISTORY     - Date     Condition        Report By
 PA0678  HISTORY     - 1958     MONUMENTED       USGS
 PA0678  HISTORY     - 1968     GOOD             USGS
 PA0678
 PA0678                          STATION DESCRIPTION
 PA0678
 PA0678'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (WFM)
 PA0678'LOCATED ABOUT 2 MI. N. OF U.S. HIGHWAY 20.  1 MI. SSW. OF FRANK
 PA0678'SMITHS RANCH HEADQUARTERS, 0.5 MI. W. OF COW CREEK.  0.2 MI. W. OF
 PA0678'GRAVEL RD. WHICH GOES TO SMITHS RANCH.  AT THE RIM EDGE ON THE
 PA0678'TOP AND E. SIDE OF A LONG-FINGERED RIDGE RUNNING N. AND S. AND
 PA0678'EXTENDING TO THE SE. FROM KING MOUNTAIN.
 PA0678'
 PA0678'TO REACH FROM BURNS POST OFFICE, DRIVE E. ON U.S. HIGHWAY 20
 PA0678'FOR 15 MI.  TURN LEFT FOR 1.2 MI.  TURN LEFT THROUGH CATTLEGUARD
 PA0678'FOR 1.2 MI. TO FOOT OF HILL BELOW STATION.  PACK UPHILL W.  ABOUT
 PA0678'15 MINUTE PACK.
 PA0678'
 PA0678'STATION MARK--STANDARD USGS TABLET STAMPED COW 1958 CEMENTED IN
 PA0678'ROCK OUTCROP.
 PA0678'
 PA0678'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET STAMPED NO 1
 PA0678'1958 CEMENTED IN ROCK OUTCROP, 0.8 FT. BELOW STATION MARK.
 PA0678'
 PA0678'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET STAMPED NO 2
 PA0678'1958 CEMENTED IN ROCK OUTCROP AND LEVEL WITH STATION MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1231 ***********************************************************************
 NZ1231  DESIGNATION -  COW
 NZ1231  PID         -  NZ1231
 NZ1231  STATE/COUNTY-  OR/DOUGLAS
 NZ1231  USGS QUAD   -  QUINES CREEK (1986)
 NZ1231
 NZ1231                         *CURRENT SURVEY CONTROL
 NZ1231  ___________________________________________________________________
 NZ1231* NAD 83(1991)-  42 46 53.19161(N)    123 16 13.43191(W)     ADJUSTED  
 NZ1231* NAVD 88     -       477.9    (meters)    1568.     (feet)  VERTCON   
 NZ1231  ___________________________________________________________________
 NZ1231  LAPLACE CORR-           2.94  (seconds)                    DEFLEC99
 NZ1231  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 NZ1231  HORZ ORDER  -  SECOND
 NZ1231
 NZ1231.The horizontal coordinates were established by classical geodetic methods
 NZ1231.and adjusted by the National Geodetic Survey in October 1991.
 NZ1231
 NZ1231.The NAVD 88 height was computed by applying the VERTCON shift value to
 NZ1231.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NZ1231
 NZ1231.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ1231
 NZ1231.The geoid height was determined by GEOID03.
 NZ1231
 NZ1231;                    North         East     Units Scale Factor Converg.
 NZ1231;SPC OR S     -   127,581.168 1,273,360.156   MT  0.99991730   -1 53 43.3
 NZ1231;SPC OR S     -   418,573.39  4,177,690.80   iFT  0.99991730   -1 53 43.3
 NZ1231;UTM  10      - 4,736,580.227   477,882.364   MT  0.99960602   -0 11 01.2
 NZ1231
 NZ1231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NZ1231!SPC OR S     -   0.99992875  x   0.99991730  =   0.99984606
 NZ1231!UTM  10      -   0.99992875  x   0.99960602  =   0.99953480
 NZ1231
 NZ1231:                Primary Azimuth Mark                     Grid Az
 NZ1231:SPC OR S     -  QUINES                                   048 40 29.7
 NZ1231:UTM  10      -  QUINES                                   046 57 47.6
 NZ1231
 NZ1231|---------------------------------------------------------------------|
 NZ1231| PID    Reference Object                     Distance      Geod. Az  |
 NZ1231|                                                           dddmmss.s |
 NZ1231| NZ1228 QUINES                              APPROX. 0.7 KM 0464646.4 |
 NZ1231|---------------------------------------------------------------------|
 NZ1231
 NZ1231                          SUPERSEDED SURVEY CONTROL
 NZ1231
 NZ1231  NAD 83(1986)-  42 46 53.17817(N)    123 16 13.45165(W) AD(       ) 2
 NZ1231  NAD 27      -  42 46 53.74220(N)    123 16 09.22550(W) AD(       ) 2
 NZ1231  NGVD 29 (07/19/86)  476.9    (m)         1565.     (f) VERT ANG    3  
 NZ1231
 NZ1231.Superseded values are not recommended for survey control.
 NZ1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1231.See file dsdata.txt to determine how the superseded data were derived.
 NZ1231
 NZ1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN7788236580(NAD 83)
 NZ1231_MARKER: Z = SEE DESCRIPTION
 NZ1231_SETTING: 0 = UNSPECIFIED SETTING
 NZ1231_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ1231
 NZ1231  HISTORY     - Date     Condition        Report By
 NZ1231  HISTORY     - 1963     MONUMENTED       ORDT
 NZ1231  HISTORY     - 1974     SEE DESCRIPTION  NGS
 NZ1231
 NZ1231                          STATION DESCRIPTION
 NZ1231
 NZ1231'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1963 (FN)
 NZ1231'THE STATION IS 1.25 MILES SOUTHWEST OF AZALEA ON THE SOUTH
 NZ1231'RIGHT-OF-WAY OF U.S. HIGHWAY 99.
 NZ1231'
 NZ1231'TO REACH THE STATION FROM THE POST OFFICE IN AZALEA GO WEST ON
 NZ1231'THE MACADAM ROAD FOR 0.05 MILE TO A SIDE ROAD LEFT, TURN LEFT AND
 NZ1231'GO SOUTH ON THE MACADAM ROAD FOR 0.15 MILE TO U.S. HIGHWAY 99,
 NZ1231'TURN RIGHT AND GO WEST ON U.S. HIGHWAY 99 FOR 1.05 MILE TO THE
 NZ1231'STATION ON THE LEFT.
 NZ1231'
 NZ1231'THE STATION MARK, STAMPED COW USC AND GS 1962, IS AN OREGON STATE
 NZ1231'HIGHWAY DEPT. STATION MARK DISC BRAZED TO THE TOP OF 2 1/2-INCH
 NZ1231'IRON PIPE THAT PROJECTS 6 INCHES.  IT IS 350 FEET EAST OF THE EAST
 NZ1231'END OF THE BRIDGE OVER COW CREEK, 34 FEET SOUTH OF THE CENTER OF
 NZ1231'U.S. HIGHWAY 99 AND 4 FEET NORTHWEST OF WOODEN WITNESS POST.
 NZ1231'
 NZ1231'THE STATION WAS MARKED IN 1962 AND OCCUPIED IN 1963.
 NZ1231'
 NZ1231'THERE WERE NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.
 NZ1231
 NZ1231                          STATION RECOVERY (1974)
 NZ1231
 NZ1231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 NZ1231'THE STATION WAS DESTROYED PRIOR TO NOVEMBER 1974.
 NZ1231'
 NZ1231'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NZ1231'1-1/4 MILES SOUTHWEST OF AZALEA.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0800 ***********************************************************************
 PC0800  DESIGNATION -  COWHORN
 PC0800  PID         -  PC0800
 PC0800  STATE/COUNTY-  OR/KLAMATH
 PC0800  USGS QUAD   -  COWHORN MTN (1986)
 PC0800
 PC0800                         *CURRENT SURVEY CONTROL
 PC0800  ___________________________________________________________________
 PC0800* NAD 83(1991)-  43 23 58.90404(N)    122 03 14.20851(W)     ADJUSTED  
 PC0800* NAVD 88     -      2337.     (meters)    7667.     (feet)  SCALED    
 PC0800  ___________________________________________________________________
 PC0800  LAPLACE CORR-           3.14  (seconds)                    DEFLEC99
 PC0800  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 PC0800  HORZ ORDER  -  SECOND
 PC0800
 PC0800.The horizontal coordinates were established by classical geodetic methods
 PC0800.and adjusted by the National Geodetic Survey in October 1991.
 PC0800
 PC0800.The orthometric height was scaled from a topographic map.
 PC0800
 PC0800.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC0800
 PC0800.The geoid height was determined by GEOID03.
 PC0800
 PC0800;                    North         East     Units Scale Factor Converg.
 PC0800;SPC OR S     -   193,677.652 1,374,133.555   MT  0.99990272   -1 03 47.3
 PC0800;SPC OR S     -   635,425.37  4,508,312.19   iFT  0.99990272   -1 03 47.3
 PC0800;UTM  10      - 4,805,636.452   576,609.729   MT  0.99967219   +0 39 00.2
 PC0800
 PC0800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC0800!SPC OR S     -   0.99963694  x   0.99990272  =   0.99953969
 PC0800!UTM  10      -   0.99963694  x   0.99967219  =   0.99930925
 PC0800
 PC0800                          SUPERSEDED SURVEY CONTROL
 PC0800
 PC0800  NAD 83(1986)-  43 23 58.90769(N)    122 03 14.22456(W) AD(       ) 2
 PC0800  NAD 27      -  43 23 59.44940(N)    122 03 10.11300(W) AD(       ) 2
 PC0800
 PC0800.Superseded values are not recommended for survey control.
 PC0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0800.See file dsdata.txt to determine how the superseded data were derived.
 PC0800
 PC0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP7661005636(NAD 83)
 PC0800_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PC0800_SETTING: 80 = SET IN A BOULDER
 PC0800_SP_SET: SET IN DRILL HOLE IN A BOULDER
 PC0800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0800+STABILITY: SURFACE MOTION
 PC0800
 PC0800  HISTORY     - Date     Condition        Report By
 PC0800  HISTORY     - 1953     MONUMENTED       CGS
 PC0800  HISTORY     - 1977     SEE DESCRIPTION  OR-019
 PC0800
 PC0800                          STATION DESCRIPTION
 PC0800
 PC0800'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (HSC)
 PC0800'THE STATION IS LOCATED ON THE SUMMIT OF COWHORN MOUNTAIN, A VERY
 PC0800'SHARP PEAK ON THE SUMMIT OF THE CASCADE DIVIDE ABOUT 4 MILES
 PC0800'AIRLINE SOUTH OF THE SOUTH END OF CRESCENT LAKE AND ON THE BOUNDARY
 PC0800'LINE OF DOUGLAS-KLAMATH COUNTIES.
 PC0800'
 PC0800'TO REACH THE STATION FROM THE SOUTHERN PACIFIC DIVISION POINT OF
 PC0800'CRESCENT LAKE, GO SOUTH ON THE DIAMOND LAKE ROAD FOR 0.3 MILE TO
 PC0800'A FORK, TAKE THE LEFT FORK AND GO 5.45 MILES TO A FORK AND SIGNS
 PC0800'DIAMOND LAKE WINDIGO PASS.  TAKE THE RIGHT FORK FOR 0.9 MILE TO
 PC0800'THE END OF TRUCK TRAVEL, JUST AFTER CROSSING TWO SMALL BRIDGES,
 PC0800'AND TRIANGULAR BLAZES ON TREES TO THE RIGHT.  PACK NORTH,
 PC0800'CROSSING STREAM BED, FOLLOWING BLAZES ALONG THE EAST SIDE OF THE
 PC0800'STREAM BED FOR 20 MINUTES TO A LAKE, KEEP TO THE EAST SIDE OF
 PC0800'THE LAKE AND PACK UP THE DRAW TO A SECOND LAKE (DRY) THENCE
 PC0800'NORTH TO THE BASE OF A STEEP SHALE AND CINDER SLOPE, CLIMB
 PC0800'NORTH TO THE SUMMIT OF THE RIDGE JUST WEST OF THE PEAK THEN BEAR
 PC0800'RIGHT TO THE TOP OF THE PEAK AND THE STATION SITE.
 PC0800'
 PC0800'THE STATION MARK, NOTE 4, IS A STANDARD DISK SET IN A DRILL HOLE
 PC0800'IN A BOULDER AND STAMPED COWHORN 1953.
 PC0800'
 PC0800'REFERENCE MARK NO.1, NOTE 12C, IS A STANDARD DISK SET IN A
 PC0800'BOULDER 8 FEET NORTH OF THE STATION AND STAMPED COWHORN NO 1 1953.
 PC0800'
 PC0800'REFERENCE MARK NO.2, NOTE 12C, IS A STANDARD DISK SET IN A
 PC0800'BOULDER 10 FEET WEST SOUTHWEST OF THE STATION AND STAMPED COWHORN
 PC0800'NO 2 1953.
 PC0800'
 PC0800'THERE IS NO AVAILABLE SITE FOR AN AZIMUTH MARK AT THIS STATION.
 PC0800'
 PC0800'THIS STATION WAS NOT OCCUPIED AT THIS TIME.
 PC0800
 PC0800                          STATION RECOVERY (1977)
 PC0800
 PC0800'RECOVERY NOTE BY DOUGLAS COUNTY OREGON 1977
 PC0800'DISC GONE  DRILL HOLE REMAINS
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0270 ***********************************************************************
 NX0270  DESIGNATION -  COX
 NX0270  PID         -  NX0270
 NX0270  STATE/COUNTY-  OR/LAKE
 NX0270  USGS QUAD   -  GUANO RESERVOIR (1971)
 NX0270
 NX0270                         *CURRENT SURVEY CONTROL
 NX0270  ___________________________________________________________________
 NX0270* NAD 83(1991)-  42 36 31.79083(N)    119 22 12.67543(W)     ADJUSTED  
 NX0270* NAVD 88     -      1619.4    (meters)    5313.     (feet)  VERTCON   
 NX0270  ___________________________________________________________________
 NX0270  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 NX0270  GEOID HEIGHT-         -19.82  (meters)                     GEOID03
 NX0270  HORZ ORDER  -  SECOND
 NX0270  VERT ORDER  -  THIRD ? (See Below)
 NX0270
 NX0270.The horizontal coordinates were established by classical geodetic methods
 NX0270.and adjusted by the National Geodetic Survey in October 1991.
 NX0270
 NX0270.The NAVD 88 height was computed by applying the VERTCON shift value to
 NX0270.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NX0270.The vertical order pertains to the NGVD 29 superseded value.
 NX0270
 NX0270.The Laplace correction was computed from DEFLEC99 derived deflections.
 NX0270
 NX0270.The geoid height was determined by GEOID03.
 NX0270
 NX0270;                    North         East     Units Scale Factor Converg.
 NX0270;SPC OR S     -   105,283.997 1,592,700.053   MT  0.99994201   +0 46 22.6
 NX0270;SPC OR S     -   345,419.94  5,225,393.87   iFT  0.99994201   +0 46 22.6
 NX0270;UTM  11      - 4,720,100.771   305,584.214   MT  1.00006505   -1 36 18.3
 NX0270
 NX0270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NX0270!SPC OR S     -   0.99974920  x   0.99994201  =   0.99969122
 NX0270!UTM  11      -   0.99974920  x   1.00006505  =   0.99981423
 NX0270
 NX0270|---------------------------------------------------------------------|
 NX0270| PID    Reference Object                     Distance      Geod. Az  |
 NX0270|                                                           dddmmss.s |
 NX0270| CD6291 COX RM 2                              5.192 METERS 05223     |
 NX0270| NX0280 BEATY                               APPROX.25.0 KM 1724542.3 |
 NX0270| CD6290 COX RM 1                              5.502 METERS 30433     |
 NX0270|---------------------------------------------------------------------|
 NX0270
 NX0270                          SUPERSEDED SURVEY CONTROL
 NX0270
 NX0270  NAD 83(1986)-  42 36 31.79609(N)    119 22 12.67321(W) AD(       ) 2
 NX0270  NGVD 29 (07/19/86) 1618.2    (m)         5309.     (f) LEVELING    3  
 NX0270
 NX0270.Superseded values are not recommended for survey control.
 NX0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NX0270.See file dsdata.txt to determine how the superseded data were derived.
 NX0270
 NX0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH0558420101(NAD 83)
 NX0270_MARKER: DD = SURVEY DISK
 NX0270_SETTING: 80 = SET IN A BOULDER
 NX0270_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 NX0270
 NX0270  HISTORY     - Date     Condition        Report By
 NX0270  HISTORY     - 1965     MONUMENTED       USGS
 NX0270  HISTORY     - 1971     GOOD             USGS
 NX0270
 NX0270                          STATION DESCRIPTION
 NX0270
 NX0270'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 NX0270'INSTRUMENT STAND 4.5 FT ABOVE STATION MARK.
 NX0270'
 NX0270'LOCATED ABOUT 31.1 MI (AIRLINE) ENE. OF PLUSH.  15.5 MI ENE. OF
 NX0270'HART MOUNTAIN GAME REFUGE.  15.4 MI N. OF BEATY BUTTE.  ON THE
 NX0270'WESTERN AND HIGHEST OF TWO LOW TOPS, KNOWN LOCALLY AS COX BUTTE.
 NX0270'
 NX0270'TO REACH FROM POST OFFICE IN FRENCHGLEN, DRIVE SW. ON STATE HIGHWAY
 NX0270'205 FOR 6.8 MI TO JCT. OF GRAVEL RD. AND SIGN PLUSH 65, HART
 NX0270'MOUNTAIN REFUGE 37.  TURN RIGHT (W.) AND DRIVE SW. ON MAIN-TRAVELED
 NX0270'RD. FOR 21.1 MI TO SLIGHT ANGLE RD. FK. AND SIGN ROCK CREEK
 NX0270'RESERVOIR.  CONTINUE STRAIGHT AHEAD ON MAIN-TRAVELED RD. FOR 5.7
 NX0270'MI TO X-RD.  TURN LEFT (SE.) ON TRACK RD. GOING GENERALLY SE.
 NX0270'AND THEN VEERING TO THE NE. FOR 2.3 MI TO WEST SIDE OF STOCKPOND
 NX0270'WHERE RD. BED IS NOT OBVIOUS.  CONTINUE NE. PICKING UP RD. AND GO
 NX0270'SE. FOR 1.9 MI TO RD. FK. TO STOCKPOND IN DEPRESSION.  GO RIGHT
 NX0270'(S.) FOR 1.3 MI TO T-RD. W. OF STOCKPOND IN DEPRESSION.
 NX0270'CONTINUE STRAIGHT AHEAD FOR 1.2 MI TO T-RD. JCT. OF TRACK RDS.
 NX0270'TURN LEFT (SE.) AND DRIVE 1.9 MI ON DIM TRACK RD.  TURN LEFT
 NX0270'(NE.) CROSS-COUNTRY, THENCE NW. WORKING WAY UP TO THE TOP OF
 NX0270'THE NW. AND HIGHEST OF TWO BUTTES FOR ABOUT 1.3 MI AND END OF
 NX0270'TRUCK TRAVEL.  PACK NW. ABOUT 300 FT TO TOP AND STATION.
 NX0270'
 NX0270'STATION MARK--A STANDARD USGS ALUMINUM TABLET STAMPED COX 1965
 NX0270'CEMENTED IN DRILL HOLE IN ROCK.
 NX0270'
 NX0270'REFERENCE MARK NO. 1--A STANDARD USGS REFERENCE MARK TABLET
 NX0270'STAMPED NO 1 1965 CEMENTED IN DRILL HOLE IN ROCK, 1.2 FT BELOW
 NX0270'STATION MARK.
 NX0270'
 NX0270'REFERENCE MARK NO. 2--A STANDARD USGS REFERENCE MARK TABLET
 NX0270'STAMPED NO 2 1965 CEMENTED IN DRILL HOLE IN ROCK, 0.7 FT BELOW
 NX0270'STATION MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0794 ***********************************************************************
 NY0794  DESIGNATION -  COX
 NY0794  PID         -  NY0794
 NY0794  STATE/COUNTY-  OR/LAKE
 NY0794  USGS QUAD   -  VALLEY FALLS (1980)
 NY0794
 NY0794                         *CURRENT SURVEY CONTROL
 NY0794  ___________________________________________________________________
 NY0794* NAD 83(1991)-  42 23 27.80476(N)    120 22 07.80252(W)     ADJUSTED  
 NY0794* NAVD 88     -      2010.6    (meters)    6596.     (feet)  VERTCON   
 NY0794  ___________________________________________________________________
 NY0794  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 NY0794  GEOID HEIGHT-         -20.73  (meters)                     GEOID03
 NY0794  HORZ ORDER  -  SECOND
 NY0794
 NY0794.The horizontal coordinates were established by classical geodetic methods
 NY0794.and adjusted by the National Geodetic Survey in October 1991.
 NY0794
 NY0794.The NAVD 88 height was computed by applying the VERTCON shift value to
 NY0794.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NY0794
 NY0794.The Laplace correction was computed from DEFLEC99 derived deflections.
 NY0794
 NY0794.The geoid height was determined by GEOID03.
 NY0794
 NY0794;                    North         East     Units Scale Factor Converg.
 NY0794;SPC OR S     -    80,477.073 1,510,800.254   MT  0.99998596   +0 05 23.1
 NY0794;SPC OR S     -   264,032.39  4,956,693.75   iFT  0.99998596   +0 05 23.1
 NY0794;UTM  10      - 4,696,550.163   716,574.694   MT  1.00017714   +1 46 28.5
 NY0794
 NY0794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NY0794!SPC OR S     -   0.99968802  x   0.99998596  =   0.99967399
 NY0794!UTM  10      -   0.99968802  x   1.00017714  =   0.99986511
 NY0794
 NY0794|---------------------------------------------------------------------|
 NY0794| PID    Reference Object                     Distance      Geod. Az  |
 NY0794|                                                           dddmmss.s |
 NY0794| CD6288 COX RM 1                              7.468 METERS 13505     |
 NY0794| CD6287 COX AZ MK                                          1831239.8 |
 NY0794| CD6289 COX RM 2                              4.882 METERS 28700     |
 NY0794|---------------------------------------------------------------------|
 NY0794
 NY0794                          SUPERSEDED SURVEY CONTROL
 NY0794
 NY0794  NAD 83(1986)-  42 23 27.80939(N)    120 22 07.80190(W) AD(       ) 2
 NY0794  NAD 27      -  42 23 28.24100(N)    120 22 03.94300(W) AD(       ) 2
 NY0794  NGVD 29 (07/19/86) 2009.3    (m)         6592.     (f) VERT ANG    3  
 NY0794
 NY0794.Superseded values are not recommended for survey control.
 NY0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0794.See file dsdata.txt to determine how the superseded data were derived.
 NY0794
 NY0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGM1657596550(NAD 83)
 NY0794_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NY0794_SETTING: 80 = SET IN A BOULDER
 NY0794_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 NY0794
 NY0794  HISTORY     - Date     Condition        Report By
 NY0794  HISTORY     - 1948     MONUMENTED       CGS
 NY0794
 NY0794                          STATION DESCRIPTION
 NY0794
 NY0794'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (GLS)
 NY0794'THE STATION IS ABOUT 14 MILES NORTH OF LAKEVIEW, 8 MILES SOUTH
 NY0794'SOUTHWEST OF VALLEY FALLS, AND 1 MILE EAST OF THE ROAD TO MILL
 NY0794'FLAT AT A POINT WHERE THE ROAD PASSES THROUGH A HIGH SADDLE 2
 NY0794'MILES SOUTH OF MILL FLAT.  IT IS ON THE SUMMIT OF A ROUNDED,
 NY0794'GRASSY PROMINENCE THAT IS THE HIGHEST POINT IN THE IMMEDIATE
 NY0794'VICINITY.
 NY0794'
 NY0794'THE STATION MARK, STAMPED COX 1948, IS A STANDARD DISK SET IN A
 NY0794'BOULDER, 1-1/2 FEET BY 2 FEET, PROTRUDING 10 INCHES ABOVE THE
 NY0794'GROUND.  IT IS ON THE CREST OF THE SUMMIT AND 3 METERS SOUTH AND
 NY0794'1 FOOT LOWER THAN THE HIGHEST OUTCROP.
 NY0794'
 NY0794'REFERENCE MARK NO. 1, STAMPED COX NO 1 1948, IS A STANDARD DISK
 NY0794'SET IN A BOULDER, 2 FEET BY 2 FEET, PROTRUDING 1 FOOT ABOVE THE
 NY0794'GROUND.  IT IS ON THE CREST OF THE SUMMIT AND AT THE SAME
 NY0794'ELEVATION AS THE STATION MARK.
 NY0794'
 NY0794'REFERENCE MARK NO. 2, STAMPED COX NO 2 1948, IS A STANDARD DISK
 NY0794'SET IN A BOULDER, 2-1/2 FEET IN DIAMETER, PROTRUDING 1 FOOT ABOVE
 NY0794'THE GROUND.  IT IS 4 METERS SOUTHWEST OF THE CREST OF THE SUMMIT
 NY0794'AND AT THE SAME ELEVATION AS THE CREST.
 NY0794'
 NY0794'THE AZIMUTH MARK, STAMPED COX 1948, IS A STANDARD DISK SET IN A
 NY0794'BOULDER, 16 INCHES BY 26 INCHES, PROTRUDING 6 INCHES ABOVE THE
 NY0794'GROUND.  IT IS ABOUT 0.2 MILE SOUTH OF FAWN CREEK, 19.3 METERS
 NY0794'EAST OF THE CENTER OF THE ROAD TO MILL FLAT, 50 METERS SOUTH OF
 NY0794'THE CREST OF A LOW RISE, AND 1.2 METERS EAST OF A 2 INCH BY 6
 NY0794'INCH POST.  TO REACH FROM THE END OF TRUCK TRAVEL GO SOUTHERLY ON
 NY0794'THE ROAD FOR 1.1 MILE TO A FORK.  THENCE CONTINUE SOUTHERLY,
 NY0794'TOWARDS LAKEVIEW, 0.6 MILE TO THE MARK ON LEFT.
 NY0794'
 NY0794'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 395 AND
 NY0794'STATE HIGHWAY 66 IN LAKEVIEW GO NORTH ON HIGHWAY 395 FOR 7.3 MILES
 NY0794'TO A GRAVELED ROAD ON LEFT AND SIGN, MILL FLAT 10.  TURN LEFT AND
 NY0794'GO WESTERLY 0.5 MILE TO A FORK.  TAKE THE RIGHT FORK, AS PER SIGN
 NY0794'TO MILL FLAT, AND CONTINUE 5.0 MILES TO THE AZIMUTH MARK ON RIGHT
 NY0794'(SEE ABOVE).  CONTINUE NORTHERLY 0.6 MILE TO A FORK.  TAKE THE
 NY0794'RIGHT FORK, AS PER SIGN TO MILL FLAT, AND CONTINUE 1.1 MILES TO
 NY0794'THE END OF TRUCK TRAVEL AT A POINT ABOUT 100 YARDS BEFORE
 NY0794'REACHING THE SUMMIT OF THE SADDLE.  FROM THE END OF TRUCK TRAVEL
 NY0794'PACK EASTERLY UP THE STEEP SLOPE FOR APPROXIMATELY ONE HOUR
 NY0794'TO THE HIGHEST POINT AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC2076 ***********************************************************************
 SC2076  DESIGNATION -  COXCOMB
 SC2076  PID         -  SC2076
 SC2076  STATE/COUNTY-  OR/CLATSOP
 SC2076  USGS QUAD   -  ASTORIA (1984)
 SC2076
 SC2076                         *CURRENT SURVEY CONTROL
 SC2076  ___________________________________________________________________
 SC2076* NAD 83(1991)-  46 10 56.61483(N)    123 49 27.13192(W)     ADJUSTED  
 SC2076* NAVD 88     -       100.     (meters)     328.     (feet)  SCALED    
 SC2076  ___________________________________________________________________
 SC2076  LAPLACE CORR-          13.21  (seconds)                    DEFLEC99
 SC2076  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 SC2076  HORZ ORDER  -  THIRD
 SC2076
 SC2076.The horizontal coordinates were established by classical geodetic methods
 SC2076.and adjusted by the National Geodetic Survey in October 1991.
 SC2076
 SC2076.The orthometric height was scaled from a topographic map.
 SC2076
 SC2076.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2076
 SC2076.The geoid height was determined by GEOID03.
 SC2076
 SC2076;                    North         East     Units Scale Factor Converg.
 SC2076;SPC OR N     -   284,848.464 2,243,402.852   MT  1.00005151   -2 21 26.9
 SC2076;SPC OR N     -   934,542.20  7,360,245.58   iFT  1.00005151   -2 21 26.9
 SC2076;SPC WA S     -    99,779.792   243,435.239   MT  0.99993915   -2 24 52.9
 SC2076;SPC WA S     -   327,360.87    798,670.45   sFT  0.99993915   -2 24 52.9
 SC2076;UTM  10      - 5,114,643.061   436,390.141   MT  0.99964974   -0 35 41.0
 SC2076
 SC2076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2076!SPC OR N     -   0.99998795  x   1.00005151  =   1.00003946
 SC2076!SPC WA S     -   0.99998795  x   0.99993915  =   0.99992710
 SC2076!UTM  10      -   0.99998795  x   0.99964974  =   0.99963769
 SC2076
 SC2076|---------------------------------------------------------------------|
 SC2076| PID    Reference Object                     Distance      Geod. Az  |
 SC2076|                                                           dddmmss.s |
 SC2076| CE3044 COXCOMB RM 1                                       09558     |
 SC2076| CE3045 COXCOMB RM 2                                       15905     |
 SC2076| SC2095 RADIO 2                             APPROX. 3.4 KM 1832140.9 |
 SC2076| SC2088 RADIO 1                             APPROX. 3.5 KM 1844338.0 |
 SC2076| SC2080 RADIO 4                             APPROX. 3.3 KM 1851919.7 |
 SC2076| SC2072 RADIO 3                             APPROX. 3.3 KM 1861023.4 |
 SC2076| SC2033 MARCONI NE WIRELESS TOWER           APPROX. 1.9 KM 2771649.0 |
 SC2076| SC2016 ASTORIA FLOUR MILL CO FLAGPOLE      APPROX. 1.7 KM 3060018.5 |
 SC2076| SC2092 ASTORIA ST MARYS CHURCH SPIRE       453.978 METERS 3302520.6 |
 SC2076| SC2105 ASTORIA EPISCOPAL CHURCH TOWER      APPROX. 0.5 KM 3411624.4 |
 SC2076| SC2104 ASTORIA HIGH SCHOOL FP              177.305 METERS 35220     |
 SC2076|---------------------------------------------------------------------|
 SC2076
 SC2076                          SUPERSEDED SURVEY CONTROL
 SC2076
 SC2076  NAD 83(1986)-  46 10 56.62687(N)    123 49 27.11694(W) AD(       ) 3
 SC2076  NAD 27      -  46 10 57.24936(N)    123 49 22.60338(W) AD(       ) 3
 SC2076
 SC2076.Superseded values are not recommended for survey control.
 SC2076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2076.See file dsdata.txt to determine how the superseded data were derived.
 SC2076
 SC2076_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS3639014643(NAD 83)
 SC2076_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SC2076_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 SC2076
 SC2076  HISTORY     - Date     Condition        Report By
 SC2076  HISTORY     - 1916     MONUMENTED       CGS
 SC2076  HISTORY     - 1926     SEE DESCRIPTION  CGS
 SC2076  HISTORY     - 1935     SEE DESCRIPTION  CGS
 SC2076  HISTORY     - 1958     SEE DESCRIPTION  CGS
 SC2076
 SC2076                          STATION DESCRIPTION
 SC2076
 SC2076'DESCRIBED BY COAST AND GEODETIC SURVEY 1916 (JFP)
 SC2076'THE STATION IS ON THE RIDGE OF COXCOMB HILL RUNNING W FROM THE
 SC2076'CREST TOWARD FIFTEENTH STREET.  IT IS EASILY REACHED FROM FIFTEENTH
 SC2076'STREET BY FOLLOWING MADISON AVENUE UP THE HILLSIDE.  THE ASTORIA
 SC2076'HIGH SCHOOL IS DIRECTLY N OF THE STATION 177 METERS AND 100 FEET
 SC2076'BELOW, 15 FEET E OF THE STATION IS A ROCKY BLUFF WHICH DROPS OFF
 SC2076'ALMOST PERPENDICULARLY FOR 75 FEET.  A SMALL LONE SPRUCE TREE 8
 SC2076'METERS HIGH STANDING 1.96 METERS SOUTHERLY FROM THE STATION IS
 SC2076'BLAZED AND A TRIANGULATION STATION OF CUT NAILS DRIVEN IN THE
 SC2076'BLAZE WITH ONE IN THE CENTER.  THE STANDARD REFERENCE MARK IS
 SC2076'SET FLUSH WITH THE SURFACE.
 SC2076'
 SC2076'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 SC2076'CONCRETE AS DESCRIBED IN NOTES 1C AND 11C.  WITNESS MARK IS A
 SC2076'TREE MARKED WITH A TRIANGULAR BLAZE WITH A NAIL AT THE CENTER AND
 SC2076'EACH APEX OF THE TRIANGLE, AS DESCRIBED IN NOTE 15A.
 SC2076'
 SC2076'HEIGHT OF SIGNAL ABOVE STATION MARK - 4.3 METERS.
 SC2076
 SC2076                          STATION RECOVERY (1926)
 SC2076
 SC2076'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926 (TJM)
 SC2076'RECOVERED AS DESCRIBED, BUT STATION WILL SOON BE LOST DUE TO
 SC2076'UNDERMINING OF ROCK QUARRY S OF HIGH SCHOOL.
 SC2076
 SC2076                          STATION RECOVERY (1935)
 SC2076
 SC2076'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RWK)
 SC2076'THE STATION WAS LOST DUE TO QUARRYING OPERATIONS.
 SC2076
 SC2076                          STATION RECOVERY (1958)
 SC2076
 SC2076'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (VRS)
 SC2076'THIS STATION WAS REPORTED LOST DUE TO QUARRYING OPERATION IN
 SC2076'1935 BY R.W.K..  BECAUSE THE QUARRY IS STILL ACTIVE, NO FURTHER
 SC2076'SEARCH WAS MADE FOR THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0552 ***********************************************************************
 QD0552  DESIGNATION -  COYOTE
 QD0552  PID         -  QD0552
 QD0552  STATE/COUNTY-  OR/WASCO
 QD0552  USGS QUAD   -  HEHE BUTTE (1982)
 QD0552
 QD0552                         *CURRENT SURVEY CONTROL
 QD0552  ___________________________________________________________________
 QD0552* NAD 83(2007)-  44 58 17.81437(N)    121 27 40.65292(W)     ADJUSTED  
 QD0552* NAVD 88     -       804.209  (meters)    2638.48   (feet)  ADJUSTED  
 QD0552  ___________________________________________________________________
 QD0552  EPOCH DATE  -        2007.00
 QD0552  X           -  -2,359,284.870 (meters)                     COMP
 QD0552  Y           -  -3,855,847.693 (meters)                     COMP
 QD0552  Z           -   4,485,670.508 (meters)                     COMP
 QD0552  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 QD0552  ELLIP HEIGHT-         782.715 (meters)          (02/10/07) ADJUSTED
 QD0552  GEOID HEIGHT-         -21.27  (meters)                     GEOID03
 QD0552  DYNAMIC HT  -         804.029 (meters)    2637.89  (feet)  COMP
 QD0552
 QD0552  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 QD0552  Type    PID    Designation                      North   East  Ellip
 QD0552  -------------------------------------------------------------------
 QD0552  NETWORK QD0552 COYOTE                            0.47   0.33   1.47
 QD0552  -------------------------------------------------------------------
 QD0552  MODELED GRAV-     980,367.3   (mgal)                       NAVD 88
 QD0552
 QD0552  VERT ORDER  -  SECOND    CLASS 0
 QD0552
 QD0552.The horizontal coordinates were established by GPS observations
 QD0552.and adjusted by the National Geodetic Survey in February 2007.
 QD0552
 QD0552.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 QD0552.See www.ngs.noaa.gov/NationalReadjustment for more information.
 QD0552.The horizontal coordinates are valid at the epoch date displayed above.
 QD0552.The epoch date for horizontal control is a decimal equivalence
 QD0552.of Year/Month/Day.
 QD0552
 QD0552.The orthometric height was determined by differential leveling
 QD0552.and adjusted in June 1991.
 QD0552
 QD0552.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QD0552
 QD0552.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD0552
 QD0552.The ellipsoidal height was determined by GPS observations
 QD0552.and is referenced to NAD 83.
 QD0552
 QD0552.The geoid height was determined by GEOID03.
 QD0552
 QD0552.The dynamic height is computed by dividing the NAVD 88
 QD0552.geopotential number by the normal gravity value computed on the
 QD0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0552.degrees latitude (g = 980.6199 gals.).
 QD0552
 QD0552.The modeled gravity was interpolated from observed gravity values.
 QD0552
 QD0552;                    North         East     Units Scale Factor Converg.
 QD0552;SPC OR N     -   145,458.578 2,424,177.053   MT  0.99990047   -0 40 54.2
 QD0552;SPC OR N     -   477,226.31  7,953,336.79   iFT  0.99990047   -0 40 54.2
 QD0552;UTM  10      - 4,980,948.819   621,333.590   MT  0.99978102   +1 05 15.4
 QD0552
 QD0552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD0552!SPC OR N     -   0.99987730  x   0.99990047  =   0.99977778
 QD0552!UTM  10      -   0.99987730  x   0.99978102  =   0.99965834
 QD0552
 QD0552|---------------------------------------------------------------------|
 QD0552| PID    Reference Object                     Distance      Geod. Az  |
 QD0552|                                                           dddmmss.s |
 QD0552| QD0554 COYOTE RM 1                          12.210 METERS 09216     |
 QD0552| CF4254 COYOTE RM 4 AZIMUTH                                1060031.3 |
 QD0552| CF4253 COYOTE RM 3                          21.388 METERS 12745     |
 QD0552| QD0553 COYOTE RM 2                          15.840 METERS 19937     |
 QD0552| QD0551 COYOTE AZ MK                                       2880602.5 |
 QD0552|---------------------------------------------------------------------|
 QD0552
 QD0552                          SUPERSEDED SURVEY CONTROL
 QD0552
 QD0552  NAD 83(1998)-  44 58 17.81303(N)    121 27 40.65311(W) AD(       ) B
 QD0552  ELLIP H (02/26/02)  782.713  (m)                       GP(       ) 3 2
 QD0552  NAD 83(1991)-  44 58 17.81193(N)    121 27 40.65437(W) AD(       ) 3
 QD0552  NAD 83(1986)-  44 58 17.82448(N)    121 27 40.65772(W) AD(       ) 3
 QD0552  NAD 27      -  44 58 18.41600(N)    121 27 36.42900(W) AD(       ) 3
 QD0552  NAVD 88 (02/26/02)  803.97   (m)         2637.7    (f) LEVELING    3  
 QD0552  NGVD 29 (??/??/92)  803.147  (m)         2634.99   (f) ADJ UNCH    2 0
 QD0552
 QD0552.Superseded values are not recommended for survey control.
 QD0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0552.See file dsdata.txt to determine how the superseded data were derived.
 QD0552
 QD0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ2133480949(NAD 83)
 QD0552_MARKER: DH = HORIZONTAL CONTROL DISK
 QD0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD0552_SP_SET: IRON PIPE
 QD0552_STAMPING: COYOTE 1946 1974
 QD0552_MARK LOGO: NGS   
 QD0552_MAGNETIC: N = NO MAGNETIC MATERIAL
 QD0552_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0552_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QD0552+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2000
 QD0552
 QD0552  HISTORY     - Date     Condition        Report By
 QD0552  HISTORY     - 1946     MONUMENTED       CGS
 QD0552  HISTORY     - 1949     GOOD             NGS
 QD0552  HISTORY     - 1959     SEE DESCRIPTION  BPA
 QD0552  HISTORY     - 1974     SEE DESCRIPTION  NGS
 QD0552  HISTORY     - 1984     GOOD             USPSQD
 QD0552  HISTORY     - 19960928 GOOD             USPSQD
 QD0552  HISTORY     - 20001010 GOOD             BIA
 QD0552
 QD0552                          STATION DESCRIPTION
 QD0552
 QD0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 QD0552'THE STATION IS ON THE WARM SPRINGS INDIAN RESERVATION, 0.75
 QD0552'MILE, AIRLINE, NORTHEAST OF HEHE BUTTE, 1 MILE EAST OF THE
 QD0552'ABANDONED HEHE MILLS AND 3 MILES WEST-NORTHWEST OF THE JUNCTION
 QD0552'OF WARM SPRINGS RIVER AND COYOTE CREEK.  IT IS 109 FEET
 QD0552'SOUTH-SOUTHEAST OF THE SOUTH END OF A CORRAGATED CULVERT AND 35
 QD0552'FEET SOUTHWEST OF THE CENTERLINE OF THE DIRT ROAD.  IT IS
 QD0552'STAMPED COYOTE 1946, WELDED ON TOP A 3 INCH CAST IRON SOIL PIPE
 QD0552'PROJECTING 6 INCHES.
 QD0552'
 QD0552'REFERENCE MARK NO. 1 IS 27 FEET SOUTHWEST OF THE CENTERLINE OF
 QD0552'THE DIRT ROAD.  IT IS STAMPED COYOTE NO 1 1946, WELDED ON TOP A
 QD0552'3 INCH CAST IRON SOIL PIPE PROJECTING 4 INCHES.
 QD0552'
 QD0552'REFERENCE MARK NO 2 IS 85 FEET WEST SOUTHWEST OF THE CENTERLINE
 QD0552'OF THE DIRT ROAD.  IT IS STAMPED COYOTE NO 2 1946, WELDED ON TOP
 QD0552'A 3 INCH CAST IRON SOIL PIPE PROJECTING 8 INCHES.
 QD0552'
 QD0552'AZIMUTH MARK IS 19 FEET SOUTH OF A TELEPHONE POLE AND 34 FEET
 QD0552'NORTHEAST OF THE CENTERLINE OF THE DIRT ROAD.  IT IS STAMPED
 QD0552'COYOTE 1946, WELDED ON TOP A 3 INCH CAST IRON SOIL PIPE
 QD0552'PROJECTING 12 INCHES.
 QD0552'
 QD0552'TO REACH THE STATION FROM THE TWO STONE PILLARS AT THE
 QD0552'NORTHWEST ENTRANCE OF WARM SPRINGS GO NORTHWEST ON MAIN HIGHWAY
 QD0552'FOR 12.4 MILES TO A FORK.  TAKE RIGHT FORK, STRAIGHT AHEAD, AND
 QD0552'GO 8.9 MILES TO A CROSS ROADS, JUST AFTER PASSING HEHE MILLS.
 QD0552'KEEP STRAIGHT AHEAD AND GO 0.35 MILES TO THE AZIMUTH ON THE LEFT.
 QD0552'GO 0.25 MILE TO THE STATION AS DESCRIBED.
 QD0552
 QD0552                          STATION RECOVERY (1949)
 QD0552
 QD0552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 QD0552'18.55 MI S FROM BEAR SPRINGS R.S..
 QD0552'4.3 MILES WEST ALONG STATE HIGHWAY 50 FROM BEAR SPRINGS RANGER
 QD0552'STATION, THENCE 13.7 MILES SOUTH ALONG STATE HIGHWAY 52, THENCE 0.55
 QD0552'MILE EAST ALONG HEHE-SIMNASHO ROAD, 0.25 MILE EAST OF COYOTE AZI., ON
 QD0552'WARM SPRINGS INDIAN RESERVATION, 109.2 FEET SOUTHEAST OF THE SOUTH END
 QD0552'OF AN 18-INCH CORRUGATED METAL PIPE CULVERT, 51.9 FEET NORTH OF RM 2,
 QD0552'40.1 FEET WEST OF RM 1, 34 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 QD0552'ABOUT LEVEL WITH THE ROAD, AND BRAZED ON THE TOP OF A 3 1/2-INCH IRON
 QD0552'PIPE PROJECTING 0.3 FOOT ABOVE THE GROUND.
 QD0552
 QD0552                          STATION RECOVERY (1959)
 QD0552
 QD0552'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1959
 QD0552'TO REACH FROM THE ENTRANCE GATE OF THE WARM SPRINGS INDIAN
 QD0552'AGENCY HEADQUARTERS, GO WEST ON U.S. HIGHWAY 26 FOR 19.4 MILES
 QD0552'TO A CROSS ROAD.  (THIS CROSS ROAD IS 0.5 MILE NORTHWEST OF THE
 QD0552'BRIDGE OVER WARM SPRINGS RIVER).  TURN RIGHT E. ON GRAVELED ROAD
 QD0552'AS PER SIGN SIMNASHO AND GO 0.25 MILES TO THE AZIMUTH MARK ON
 QD0552'THE LEFT.  (THE TELEPHONE LINE MENTIONED IN THE DESCRIPTION HAS
 QD0552'BEEN REMOVED).  CONTINUE ON GRAVELED ROAD 0.25 MILES TO STATION
 QD0552'ON THE RIGHT.  R.M.1 BELIEVED DESTROYED WHEN THE ROAD WAS
 QD0552'IMPROVED.
 QD0552
 QD0552                          STATION RECOVERY (1974)
 QD0552
 QD0552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 QD0552'THE STATION MARK, AND REFERENCE MARK NO. 2 WERE RECOVERED IN
 QD0552'GOOD CONDITION.  SOME OF THE EARTH HAD BEEN REMOVED AROUND THE
 QD0552'STATION MARK LEAVING IT IN DANGER OF BEING DESTROYED.  REFERENCE
 QD0552'MARK NO. 2 HAD BEEN HIT BY HEAVY MACHINERY THAT CUT AWAY PART OF
 QD0552'THE DISK.  REFERENCE MARK NO. 1, AND THE AZIMUTH MARK HAD BEEN
 QD0552'DESTROYED.  TO INSURE THE PERMANENCY OF THE STATION, THE
 QD0552'POSITION WAS RETAINED, THE PIPE MARK WAS REPLACED BY A CONCRETE
 QD0552'MONUMENT, AND NEW REFERENCE MARKS WERE ESTABLISHED.  A NEW AND
 QD0552'COMPLETE DESCRIPTION FOLLOWS.
 QD0552'
 QD0552'TO REACH THE STATION FROM THE SIMNASHO SCHOOL GO WEST ON THE
 QD0552'MACADAM ROAD FOR 5.5 MILE TO REFERENCE MARK NO. 4, (AZIMUTH
 QD0552'MARK) ON THE LEFT.  CONTINUE WEST ON THE MACADAM ROAD FOR 0.35
 QD0552'MILE TO THE STATION ON THE LEFT.
 QD0552'
 QD0552'THE STATION MARK, STAMPED COYOTE 1946 1974, IS A STANDARD DISK
 QD0552'SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4-INCHES,
 QD0552'79 FEET EAST OF THE SOUTH END OF A CULVERT UNDER THE ROAD, 37.5
 QD0552'FEET SOUTH OF THE CENTER OF THE ROAD, AND 2 FEET EAST OF A METAL
 QD0552'WITNESS POST.  (NOTE 1A AND 7A)
 QD0552'
 QD0552'REFERENCE MARK NO. 2, STAMPED COYOTE NO 2 1946, IS A STANDARD
 QD0552'DISK ON A PIPE THAT PROJECTS 6-INCHES, 93 FEET SOUTHEAST OF THE
 QD0552'SOUTH END OF THE CULVERT, 89 FEET SOUTH OF THE CENTER OF THE
 QD0552'ROAD, AND 1-FOOT HIGHER THAN THE STATION.
 QD0552'
 QD0552'REFERENCE MARK NO. 3, STAMPED COYOTE 1946 NO 3 1974, IS A
 QD0552'STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT
 QD0552'PROJECTS 4-INCHES, 65 FEET SOUTH OF THE CENTER OF THE ROAD, AND
 QD0552'1.5 FEET HIGHER THAN THE STATION.  (NOTE 11A)
 QD0552'
 QD0552'DISTANCE BETWEEN R.M. NO. 2, AND R.M. NO. 3 IS 73.18 FEET OR
 QD0552'22.305 METERS.
 QD0552'
 QD0552'REFERENCE MARK NO. 4, STAMPED COYOTE 1946 AZ NO 4 1974, IS A
 QD0552'STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT
 QD0552'PROJECTS 4-INCHES, 73 FEET SOUTH OF THE CENTER OF THE MACADAM
 QD0552'ROAD, AND 1 FOOT WEST OF A METAL WITNESS POST.
 QD0552'
 QD0552'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QD0552'6 MILES WEST OF SIMNASHO.
 QD0552
 QD0552                          STATION RECOVERY (1984)
 QD0552
 QD0552'RECOVERY NOTE BY US POWER SQUADRON 1984
 QD0552'RECOVERED IN GOOD CONDITION.
 QD0552
 QD0552                          STATION RECOVERY (1996)
 QD0552
 QD0552'RECOVERY NOTE BY US POWER SQUADRON 1996
 QD0552'RECOVERED IN GOOD CONDITION.
 QD0552
 QD0552                          STATION RECOVERY (2000)
 QD0552
 QD0552'RECOVERY NOTE BY BUREAU OF INDIAN AFFAIRS 2000 (LFD)
 QD0552'THE STATION IS LOCATED ABOUT 27.0 KM (16.8 MI) NORTHWEST OF WARM
 QD0552'SPRINGS, 1.2 KM (0.75 MI)
 QD0552'NORTHEAST OF HEHE BUTTE, ON THE SOUTH SIDE OF BIA 9 ROAD (SIMNASHO
 QD0552'ROAD).  OWNERSHIP --
 QD0552'WARM SPRINGS INDIAN RESERVATION.
 QD0552' 
 QD0552'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 26 AND STATE
 QD0552'HIGHWAY 216, ABOUT
 QD0552'6.9 KM (4,3 MI) WEST OF BEAR SPRINGS RANGER STATION, GO SOUTHEAST ON
 QD0552'HIGHWAY 26 FOR 22.0
 QD0552'KM (13.7 MI) TO THE JUNCTION OF BIA 9 ROAD (SIMNASHO ROAD) ON THE
 QD0552'LEFT.  THIS JUNCTION IS
 QD0552'ABOUT 0.6 KM (0.4 MI) NORTHWEST FROM THE HIGHWAY 26 BRIDGE OVER WARM
 QD0552'SPRINGS RIVER.
 QD0552'TURN LEFT, EASTERLY, ON BIA 9 FOR 0.8 KM (0.5 MI) TO THE STATION ON
 QD0552'THE RIGHT.
 QD0552' 
 QD0552'THE STATION IS A STANDARD NGS DISK SET IN TOP OF A 20 CM SQUARE
 QD0552'CONCRETE POST
 QD0552'PROJECTING 15 CM ABOVE THE GROUND.  IT IS 22.3 M SOUTH FROM THE CENTER
 QD0552'OF THE ROAD, AND
 QD0552'0.3 M (1.0 FT WEST FROM A METAL WITNESS POST.
 QD0552' 
 QD0552'
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0237 ***********************************************************************
 NX0237  DESIGNATION -  COYOTE
 NX0237  PID         -  NX0237
 NX0237  STATE/COUNTY-  OR/MALHEUR
 NX0237  USGS QUAD   -  COYOTE LAKE EAST (1981)
 NX0237
 NX0237                         *CURRENT SURVEY CONTROL
 NX0237  ___________________________________________________________________
 NX0237* NAD 83(1991)-  42 31 30.33789(N)    118 02 57.08307(W)     ADJUSTED  
 NX0237* NAVD 88     -      1397.3    (meters)    4584.     (feet)  VERTCON   
 NX0237  ___________________________________________________________________
 NX0237  LAPLACE CORR-           3.63  (seconds)                    DEFLEC99
 NX0237  GEOID HEIGHT-         -18.69  (meters)                     GEOID03
 NX0237  HORZ ORDER  -  SECOND
 NX0237
 NX0237.The horizontal coordinates were established by classical geodetic methods
 NX0237.and adjusted by the National Geodetic Survey in October 1991.
 NX0237
 NX0237.The NAVD 88 height was computed by applying the VERTCON shift value to
 NX0237.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NX0237
 NX0237.The Laplace correction was computed from DEFLEC99 derived deflections.
 NX0237
 NX0237.The geoid height was determined by GEOID03.
 NX0237
 NX0237;                    North         East     Units Scale Factor Converg.
 NX0237;SPC OR S     -    98,303.489 1,701,336.255   MT  0.99995723   +1 40 36.2
 NX0237;SPC OR S     -   322,518.01  5,581,811.86   iFT  0.99995723   +1 40 36.2
 NX0237;UTM  11      - 4,708,612.798   413,826.192   MT  0.99969136   -0 42 33.1
 NX0237
 NX0237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NX0237!SPC OR S     -   0.99978384  x   0.99995723  =   0.99974108
 NX0237!UTM  11      -   0.99978384  x   0.99969136  =   0.99947527
 NX0237
 NX0237|---------------------------------------------------------------------|
 NX0237| PID    Reference Object                     Distance      Geod. Az  |
 NX0237|                                                           dddmmss.s |
 NX0237| CD6298 COYOTE RM 1                           4.862 METERS 11252     |
 NX0237| NW0342 BLUE MTN                            APPROX.26.8 KM 1473808.5 |
 NX0237| CD6299 COYOTE RM 2                           7.751 METERS 22356     |
 NX0237|---------------------------------------------------------------------|
 NX0237
 NX0237                          SUPERSEDED SURVEY CONTROL
 NX0237
 NX0237  NAD 83(1986)-  42 31 30.34353(N)    118 02 57.08388(W) AD(       ) 2
 NX0237  NAD 27      -  42 31 30.75797(N)    118 02 53.52569(W) AD(       ) 2
 NX0237  NGVD 29 (07/19/86) 1396.2    (m)         4581.     (f) VERT ANG    3  
 NX0237
 NX0237.Superseded values are not recommended for survey control.
 NX0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NX0237.See file dsdata.txt to determine how the superseded data were derived.
 NX0237
 NX0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH1382608613(NAD 83)
 NX0237_MARKER: DD = SURVEY DISK
 NX0237_SETTING: 80 = SET IN A BOULDER
 NX0237_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 NX0237
 NX0237  HISTORY     - Date     Condition        Report By
 NX0237  HISTORY     - 1972     MONUMENTED       USGS
 NX0237  HISTORY     - 1975     GOOD             USGS
 NX0237
 NX0237                          STATION DESCRIPTION
 NX0237
 NX0237'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 NX0237'LOCATED ABOUT 44 MI NNW. OF MCDERMITT, NV.  ABOUT 20 MI SW. OF
 NX0237'BURNS JUNCTION, ABOUT 5 MI SE. OF COYOTE LAKE (DRY).  ON PROMINENT
 NX0237'ROCKY BUTTE.
 NX0237'
 NX0237'TO REACH FROM POST OFFICE IN MCDERMITT, NV, DRIVE 35.4 MI N. ON
 NX0237'U.S. HWY. 95 TO RD. INTERSECTION AND SIGN POINTING W. TO
 NX0237'WHITEHORSE AND FIELDS 0.8 MI N. OF MILEPOST 88.  TURN LEFT 8.4 MI
 NX0237'TO RD. INTERSECTION.  TURN RIGHT 2.2 MI DOWN TOP OF RIDGE ON TRACK
 NX0237'RD. TO Y-INTERSECTION.  KEEP LEFT AND CROSS RD., DRIVE STRAIGHT
 NX0237'AHEAD DOWN RIDGE 2.1 MI TO T-RD. INTERSECTION.  TURN RIGHT 2.0 MI.
 NX0237'TURN LEFT AND DRIVE CROSS-COUNTRY 0.5 MI TO HIGHEST ROCKY TOP AND
 NX0237'STATION.
 NX0237'
 NX0237'STATION MARK--STANDARD ALUMINUM DISK STAMPED---COYOTE 1972---,
 NX0237'CEMENTED IN ROCK.
 NX0237'
 NX0237'RM 1--STANDARD BRASS DISK STAMPED---COYOTE NO 1 1972---, CEMENTED
 NX0237'IN ROCK.
 NX0237'
 NX0237'RM 2--STANDARD BRASS DISK STAMPED---COYOTE NO 2 1972---, CEMENTED
 NX0237'IN ROCK.
 NX0237'
 NX0237'STATION REACHED BY HELICOPTER WHICH CAN LAND AT STATION.
 NX0237'
 NX0237'NOTE--IN 1972, STATION MARK AND RMS WERE SET AND
 NX0237'STAMPED---COY---.  OBSERVING LIGHTS WERE SET ON STATION BUT STATION
 NX0237'WAS NOT OCCUPIED.  IN 1975 STATION MARK AND RMS WERE RE-STAMPED
 NX0237'COYOTE WHEN STATION WAS OCCUPIED.
 NX0237'
 NX0237'INSTRUMENT STAND 4.5 FT ABOVE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0860 ***********************************************************************
 NY0860  DESIGNATION -  COYOTE
 NY0860  PID         -  NY0860
 NY0860  STATE/COUNTY-  OR/LAKE
 NY0860  USGS QUAD   -  PARTIN BUTTE (1988)
 NY0860
 NY0860                         *CURRENT SURVEY CONTROL
 NY0860  ___________________________________________________________________
 NY0860* NAD 83(1991)-  42 53 32.14293(N)    121 13 08.31133(W)     ADJUSTED  
 NY0860* NAVD 88     -      1883.5    (meters)    6179.     (feet)  VERTCON   
 NY0860  ___________________________________________________________________
 NY0860  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 NY0860  GEOID HEIGHT-         -20.96  (meters)                     GEOID03
 NY0860  HORZ ORDER  -  THIRD
 NY0860
 NY0860.The horizontal coordinates were established by classical geodetic methods
 NY0860.and adjusted by the National Geodetic Survey in October 1991.
 NY0860
 NY0860.The NAVD 88 height was computed by applying the VERTCON shift value to
 NY0860.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NY0860
 NY0860.The Laplace correction was computed from DEFLEC99 derived deflections.
 NY0860
 NY0860.The geoid height was determined by GEOID03.
 NY0860
 NY0860;                    North         East     Units Scale Factor Converg.
 NY0860;SPC OR S     -   136,394.071 1,441,277.958   MT  0.99990618   -0 29 30.8
 NY0860;SPC OR S     -   447,487.11  4,728,602.22   iFT  0.99990618   -0 29 30.8
 NY0860;UTM  10      - 4,750,389.397   645,423.523   MT  0.99986017   +1 12 44.7
 NY0860
 NY0860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NY0860!SPC OR S     -   0.99970799  x   0.99990618  =   0.99961420
 NY0860!UTM  10      -   0.99970799  x   0.99986017  =   0.99956820
 NY0860
 NY0860|---------------------------------------------------------------------|
 NY0860| PID    Reference Object                     Distance      Geod. Az  |
 NY0860|                                                           dddmmss.s |
 NY0860| CD6292 COYOTE RM 1                           4.428 METERS 06946     |
 NY0860| NY0866 MARSH                               APPROX.17.6 KM 1564147.3 |
 NY0860| CD6293 COYOTE RM 2                           5.255 METERS 16137     |
 NY0860|---------------------------------------------------------------------|
 NY0860
 NY0860                          SUPERSEDED SURVEY CONTROL
 NY0860
 NY0860  NAD 83(1986)-  42 53 32.14873(N)    121 13 08.32052(W) AD(       ) 3
 NY0860  NAD 27      -  42 53 32.63600(N)    121 13 04.29000(W) AD(       ) 3
 NY0860  NGVD 29 (07/19/86) 1882.2    (m)         6175.     (f) VERT ANG    3  
 NY0860
 NY0860.Superseded values are not recommended for survey control.
 NY0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0860.See file dsdata.txt to determine how the superseded data were derived.
 NY0860
 NY0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFN4542450389(NAD 83)
 NY0860_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NY0860_SETTING: 80 = SET IN A BOULDER
 NY0860_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 NY0860
 NY0860  HISTORY     - Date     Condition        Report By
 NY0860  HISTORY     - 1953     MONUMENTED       CGS
 NY0860
 NY0860                          STATION DESCRIPTION
 NY0860
 NY0860'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 NY0860'THE STATION IS LOCATED ABOUT 31 MILES NORTH OF BEATTY, 18 MILES
 NY0860'SOUTHWEST OF SILVER LAKE, 1 MILE NORTH OF COYOTE CREEK, AND ON A
 NY0860'ROCKY LEDGE ABOUT HALF WAY UP THE SIDE OF ROUND BUTTE.
 NY0860'
 NY0860'TO REACH THE STATION FROM CHILOQUIN.  GO NORTH AND EAST ON THE
 NY0860'SPRAGUE RIVER ROAD FOR 4.2 MILE TO A POINT WHERE THE OILED ROAD
 NY0860'TURNS RIGHT AND A GRAVELED ROAD GOES STRAIGHT AHEAD.  TAKE THE
 NY0860'LEFT FORK AND FOLLOW THE MAIN TRAVELED ROAD FOR 8.0 MILES TO A
 NY0860'ROAD FORK AND A SIGN POINTING TO SILVER LAKE.  TURN LEFT AND
 NY0860'FOLLOW THE SILVER LAKE ROAD FOR 16.6 MILES TO THE YAMSEY RANCH
 NY0860'ON THE LEFT.  CONTINUE STRAIGHT AHEAD FOR 2.0 MILES TO A CATTLE
 NY0860'GUARD.  CROSS THE CATTLE GUARD AND CONTINUE STRAIGHT AHEAD FOR
 NY0860'0.1 MILE TO A ROAD FORK.  TAKE THE RIGHT FORK FOR 2.4 MILES TO A
 NY0860'FORK.  TAKE THE LEFT FORK FOR 3.8 MILES TO A FORK.  TAKE THE
 NY0860'LEFT FORK FOR 1.5 MILES TO KINGS CABIN ON THE LEFT.  CONTINUE
 NY0860'STRAIGHT AHEAD FOR 0.3 MILE TO A CROSS ROAD.  TURN RIGHT AND
 NY0860'FOLLOW THE MAIN TRAVELED ROAD FOR 11.5 MILES TO A FORK.  TAKE
 NY0860'THE LEFT FORK FOR 2.6 MILES TO A TRIANGLE BLAZE ON TREES ON
 NY0860'EACH SIDE OF THE ROAD.  FROM HERE PACK NORTH UP THE SIDE OF
 NY0860'THE HILL FOR 15 MINUTES TO THE STATION.
 NY0860'
 NY0860'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A LARGE
 NY0860'BOULDER, AND THE DISK IS STAMPED COYOTE 1953.
 NY0860'
 NY0860'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A LARGE
 NY0860'BOULDER, AND THE DISK IS STAMPED COYOTE NO 1 1953.  IT IS THE SAME
 NY0860'ELEVATION AS THE STATION.
 NY0860'
 NY0860'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A LARGE
 NY0860'BOULDER, AND THE DISK IS STAMPED COYOTE NO 2 1953.  IT IS THE
 NY0860'SAME ELEVATION AS THE STATION.
 NY0860'
 NY0860'NO AZIMUTH MARK WAS SET DUE TO HEAVY TIMBER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0551 ***********************************************************************
 QD0551  DESIGNATION -  COYOTE AZ MK
 QD0551  PID         -  QD0551
 QD0551  STATE/COUNTY-  OR/WASCO
 QD0551  USGS QUAD   -  HEHE BUTTE (1982)
 QD0551
 QD0551                         *CURRENT SURVEY CONTROL
 QD0551  ___________________________________________________________________
 QD0551* NAD 83(1986)-  44 58 22.     (N)    121 27 58.     (W)     SCALED    
 QD0551* NAVD 88     -       799.774  (meters)    2623.93   (feet)  ADJUSTED  
 QD0551  ___________________________________________________________________
 QD0551  GEOID HEIGHT-         -21.26  (meters)                     GEOID03
 QD0551  DYNAMIC HT  -         799.596 (meters)    2623.34  (feet)  COMP
 QD0551  MODELED GRAV-     980,367.8   (mgal)                       NAVD 88
 QD0551
 QD0551  VERT ORDER  -  SECOND    CLASS 0
 QD0551
 QD0551.The horizontal coordinates were scaled from a topographic map and have
 QD0551.an estimated accuracy of +/- 6 seconds.
 QD0551
 QD0551.The orthometric height was determined by differential leveling
 QD0551.and adjusted in June 1991.
 QD0551
 QD0551.The geoid height was determined by GEOID03.
 QD0551
 QD0551.The dynamic height is computed by dividing the NAVD 88
 QD0551.geopotential number by the normal gravity value computed on the
 QD0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0551.degrees latitude (g = 980.6199 gals.).
 QD0551
 QD0551.The modeled gravity was interpolated from observed gravity values.
 QD0551
 QD0551;                    North         East    Units  Estimated Accuracy
 QD0551;SPC OR N     -   145,590.    2,423,800.      MT  (+/- 180 meters Scaled)
 QD0551
 QD0551                          SUPERSEDED SURVEY CONTROL
 QD0551
 QD0551  NGVD 29 (??/??/92)  798.713  (m)         2620.44   (f) ADJ UNCH    2 0
 QD0551
 QD0551.Superseded values are not recommended for survey control.
 QD0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0551.See file dsdata.txt to determine how the superseded data were derived.
 QD0551
 QD0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ209810(NAD 83)
 QD0551_MARKER: DZ = AZIMUTH MARK DISK
 QD0551_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QD0551_SP_SET: IRON PIPE
 QD0551_STAMPING: COYOTE 1946
 QD0551_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0551
 QD0551  HISTORY     - Date     Condition        Report By
 QD0551  HISTORY     - 1946     MONUMENTED       CGS
 QD0551  HISTORY     - 1949     GOOD             NGS
 QD0551  HISTORY     - 19960928 MARK NOT FOUND   USPSQD
 QD0551
 QD0551                          STATION DESCRIPTION
 QD0551
 QD0551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 QD0551'18.3 MI S FROM BEAR SPRINGS R.S..
 QD0551'4.3 MILES WEST ALONG STATE HIGHWAY 50 FROM BEAR SPRINGS RANGER
 QD0551'STATION, THENCE 13.7 MILES SOUTH ALONG STATE HIGHWAY 52, THENCE 0.3
 QD0551'MILE EAST ALONG HEHE-SIMNASHO ROAD, ON WARM SPRINGS INDIAN
 QD0551'RESERVATION, AT THE SOUTHWEST CORNER OF A LARGE CLEARING, 42 FEET
 QD0551'NORTH OF THE CENTER LINE OF THE ROAD, 19 FEET EAST OF A TELEPHONE
 QD0551'POLE, ABOUT LEVEL WITH THE ROAD, AND BRAZED ON THE TOP OF A 3 1/2-INCH
 QD0551'IRON PIPE PROJECTING 1.4 FEET ABOVE THE GROUND.  NOTE-- THIS MARK IS
 QD0551'LEANING.
 QD0551
 QD0551                          STATION RECOVERY (1996)
 QD0551
 QD0551'RECOVERY NOTE BY US POWER SQUADRON 1996
 QD0551'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC1000 ***********************************************************************
 QC1000  DESIGNATION -  COYOTE BUTTE
 QC1000  PID         -  QC1000
 QC1000  STATE/COUNTY-  OR/GRANT
 QC1000  USGS QUAD   -  SHOP GULCH (1983)
 QC1000
 QC1000                         *CURRENT SURVEY CONTROL
 QC1000  ___________________________________________________________________
 QC1000* NAD 83(1991)-  44 24 48.25540(N)    119 22 02.85595(W)     ADJUSTED  
 QC1000* NAVD 88     -      1218.7    (meters)    3998.     (feet)  VERTCON   
 QC1000  ___________________________________________________________________
 QC1000  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 QC1000  GEOID HEIGHT-         -18.57  (meters)                     GEOID03
 QC1000  HORZ ORDER  -  FIRST
 QC1000
 QC1000.The horizontal coordinates were established by classical geodetic methods
 QC1000.and adjusted by the National Geodetic Survey in October 1991.
 QC1000
 QC1000.The NAVD 88 height was computed by applying the VERTCON shift value to
 QC1000.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QC1000
 QC1000.The Laplace correction was computed from DEFLEC99 derived deflections.
 QC1000
 QC1000.The geoid height was determined by GEOID03.
 QC1000
 QC1000;                    North         East     Units Scale Factor Converg.
 QC1000;SPC OR N     -    83,612.264 2,590,198.939   MT  0.99998080   +0 48 11.5
 QC1000;SPC OR N     -   274,318.45  8,498,028.02   iFT  0.99998080   +0 48 11.5
 QC1000;UTM  11      - 4,920,516.441   311,512.719   MT  1.00003693   -1 39 26.3
 QC1000
 QC1000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QC1000!SPC OR N     -   0.99981186  x   0.99998080  =   0.99979267
 QC1000!UTM  11      -   0.99981186  x   1.00003693  =   0.99984879
 QC1000
 QC1000:                Primary Azimuth Mark                     Grid Az
 QC1000:SPC OR N     -  WILEY AZ MK                              008 34 44.2
 QC1000:UTM  11      -  WILEY AZ MK                              011 02 22.0
 QC1000
 QC1000|---------------------------------------------------------------------|
 QC1000| PID    Reference Object                     Distance      Geod. Az  |
 QC1000|                                                           dddmmss.s |
 QC1000| QC0318 WILEY AZ MK                         APPROX. 3.6 KM 0092255.7 |
 QC1000| CD6294 COYOTE BUTTE RM 1                     5.628 METERS 05611     |
 QC1000| CD6295 COYOTE BUTTE RM 2                     6.663 METERS 33500     |
 QC1000|---------------------------------------------------------------------|
 QC1000
 QC1000                          SUPERSEDED SURVEY CONTROL
 QC1000
 QC1000  NAD 83(1986)-  44 24 48.26183(N)    119 22 02.85216(W) AD(       ) 1
 QC1000  NAD 27      -  44 24 48.73000(N)    119 21 58.96400(W) AD(       ) 1
 QC1000  NGVD 29 (07/19/86) 1217.5    (m)         3994.     (f) VERT ANG    3  
 QC1000
 QC1000.Superseded values are not recommended for survey control.
 QC1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC1000.See file dsdata.txt to determine how the superseded data were derived.
 QC1000
 QC1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK1151320516(NAD 83)
 QC1000_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QC1000_SETTING: 66 = SET IN ROCK OUTCROP
 QC1000
 QC1000  HISTORY     - Date     Condition        Report By
 QC1000  HISTORY     - 1945     MONUMENTED       CGS
 QC1000
 QC1000                          STATION DESCRIPTION
 QC1000
 QC1000'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCT)
 QC1000'THE STATION IS 12-1/2 MILES WEST BY SOUTH OF MT. VERNON, 9 MILES
 QC1000'EAST-SOUTHEAST OF DAYVILLE, 2-1/2 MILES SOUTH OF U.S. HIGHWAY 28
 QC1000'AND 3/4 MILE WEST OF WIDOWS CREEK, ON THE SUMMIT OF A PROMINENT
 QC1000'ROCKY, GRASSY KNOLL, THE HIGHEST POINT IN THE VICINITY.  IT IS
 QC1000'JUST NORTH OF A CLUSTER OF LARGE BOULDERS WHICH ARE ABOUT 4 FEET
 QC1000'HIGHER THAN THE STATION.  IT IS STAMPED COYOTE BUTTE 1945, AND
 QC1000'IS IN ROCK OUTCROP WHICH IS FLUSH WITH THE SURFACE OF THE
 QC1000'GROUND.
 QC1000'
 QC1000'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION AND ABOUT 1
 QC1000'FOOT LOWER.  IT IS STAMPED COYOTE BUTTE NO 1 1945.  REFERENCE
 QC1000'MARK NO. 2 IS NORTH-NORTHWEST OF THE STATION AND LEVEL WITH THE
 QC1000'STATION.  IT IS STAMPED COYOTE BUTTE NO 2 1945.
 QC1000'
 QC1000'STATION WILEY AZIMUTH, ABOUT 2-1/2 MILES NORTH, IS USED FOR THE
 QC1000'AZIMUTH MARK.
 QC1000'
 QC1000'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 28 AND
 QC1000'395 IN MT. VERNON GO WEST ON HIGHWAY 28 FOR 12.7 AND TURN LEFT OFF
 QC1000'THE HIGHWAY BETWEEN TWO LARGE WOODEN BRIDGES ON THE HIGHWAY.  TAKE
 QC1000'THE LEFT FORK, GO ABOUT 50 FEET AND PASS THRU A GATE.  GO 0.1 MILE
 QC1000'AND TAKE THE LEFT FORK.  GO 0.2 MILE AND TAKE THE LEFT FORK.  GO
 QC1000'1.5 MILES ON THE MAIN ROAD UP WIDOWS CREEK TO THE END OF TRUCK
 QC1000'TRAVEL AT SOME FARM BUILDINGS.  THE STATION IS ABOUT 3/4 MILE
 QC1000'SOUTHWEST OF HERE.  CLIMB SOUTHWEST UP THE RIDGE, THEN ALONG
 QC1000'THE RIDGE TO THE SOUTHEAST END, THEN UP THE BUTTE TO ITS SUMMIT
 QC1000'AND THE STATION.  IT IS ABOUT ONE-HOUR PACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0271 ***********************************************************************
 NX0271  DESIGNATION -  COYOTE GAP
 NX0271  PID         -  NX0271
 NX0271  STATE/COUNTY-  OR/HARNEY
 NX0271  USGS QUAD   -  FISH FIN RIM (1980)
 NX0271
 NX0271                         *CURRENT SURVEY CONTROL
 NX0271  ___________________________________________________________________
 NX0271* NAD 83(1991)-  42 27 37.21962(N)    119 08 24.03205(W)     ADJUSTED  
 NX0271* NAVD 88     -      1514.0    (meters)    4967.     (feet)  VERTCON   
 NX0271  ___________________________________________________________________
 NX0271  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 NX0271  GEOID HEIGHT-         -19.82  (meters)                     GEOID03
 NX0271  HORZ ORDER  -  THIRD
 NX0271  VERT ORDER  -  THIRD ? (See Below)
 NX0271
 NX0271.The horizontal coordinates were established by classical geodetic methods
 NX0271.and adjusted by the National Geodetic Survey in October 1991.
 NX0271
 NX0271.The NAVD 88 height was computed by applying the VERTCON shift value to
 NX0271.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NX0271.The vertical order pertains to the NGVD 29 superseded value.
 NX0271
 NX0271.The Laplace correction was computed from DEFLEC99 derived deflections.
 NX0271
 NX0271.The geoid height was determined by GEOID03.
 NX0271
 NX0271;                    North         East     Units Scale Factor Converg.
 NX0271;SPC OR S     -    89,072.601 1,611,852.324   MT  0.99997044   +0 55 49.6
 NX0271;SPC OR S     -   292,232.94  5,288,229.41   iFT  0.99997044   +0 55 49.6
 NX0271;UTM  11      - 4,703,107.959   324,048.966   MT  0.99998092   -1 26 42.2
 NX0271
 NX0271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NX0271!SPC OR S     -   0.99976572  x   0.99997044  =   0.99973617
 NX0271!UTM  11      -   0.99976572  x   0.99998092  =   0.99974664
 NX0271
 NX0271|---------------------------------------------------------------------|
 NX0271| PID    Reference Object                     Distance      Geod. Az  |
 NX0271|                                                           dddmmss.s |
 NX0271| CD6297 COYOTE GAP RM 2                      18.074 METERS 08855     |
 NX0271| NX0280 BEATY                               APPROX.17.8 KM 2422607.7 |
 NX0271| CD6296 COYOTE GAP RM 1                      18.765 METERS 34512     |
 NX0271|---------------------------------------------------------------------|
 NX0271
 NX0271                          SUPERSEDED SURVEY CONTROL
 NX0271
 NX0271  NAD 83(1986)-  42 27 37.22378(N)    119 08 24.03010(W) AD(       ) 3
 NX0271  NGVD 29 (07/19/86) 1512.8    (m)         4963.     (f) LEVELING    3  
 NX0271
 NX0271.Superseded values are not recommended for survey control.
 NX0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NX0271.See file dsdata.txt to determine how the superseded data were derived.
 NX0271
 NX0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH2404903108(NAD 83)
 NX0271_MARKER: DD = SURVEY DISK
 NX0271_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NX0271+WITH SETTING: INFORMATION.
 NX0271_SP_SET: PREFABRICATED CONCRETE POST
 NX0271
 NX0271  HISTORY     - Date     Condition        Report By
 NX0271  HISTORY     - 1971     MONUMENTED       USGS
 NX0271
 NX0271                          STATION DESCRIPTION
 NX0271
 NX0271'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 NX0271'INSTRUMENT STAND 4.7 FT ABOVE STATION MARK.
 NX0271'
 NX0271'LOCATED ABOUT 28.0 MI (AIRLINE) SW. OF FRENCHGLEN.  25.5 MI
 NX0271'WNW. OF FIELDS.  12.0 MI SSW. OF GHOST TOWN OF BLITZEN.  12.0 MI
 NX0271'ENE. OF BEATY BUTTE.  ON A GENTLY ROLLING HILL TOP, 6.5 FT ESE. OF
 NX0271'A METAL WITNESS POST.
 NX0271'
 NX0271'TO REACH FROM FRENCHGLEN POST OFFICE, DRIVE SW. ON STATE HIGHWAY
 NX0271'205 FOR 19.1 MI TO T-RD. W., TO RANCH AT DRY CREEK.  TURN RIGHT
 NX0271'ON TRACK RD. ON NORTH SIDE OF A E.-W. FENCE FOR 2.2 MI TO
 NX0271'RD. FK. NW. OF FENCE CORNER.  TURN RIGHT (W.) FOR 1.3 MI TO
 NX0271'RD. FK. AT POWER LINE.  STAY RIGHT (W.) AND FOLLOW POWER LINE AND
 NX0271'THEN SOUTH SIDE OF FENCE FOR 1.0 MI THROUGH GATE S. OF FENCE
 NX0271'CORNER.  CONTINUE STRAIGHT AHEAD FOR 0.8 MI TO RD. FK.  STAY
 NX0271'RIGHT (NW.) FOR 1.0 MI TO RD. FK. AT SOUTH END OF GHOST TOWN OF
 NX0271'BLITZEN.  TURN DUE S. ON TRACK RD. ON EAST SIDE OF FENCE
 NX0271'LINE FOR 1.3 MI.  CROSS OLD PLANK BRIDGE AND CONTINUE DUE S. FOR
 NX0271'0.3 MI TO CROSS FENCE.  PASS THRU GATE (POLE CORAL 0.1 MI S. OF
 NX0271'GATE) AND GO 1.0 MI TO CROSS FENCE.  PASS THROUGH GATE AND GO
 NX0271'S. 6.1 MI TO SQUARE CONC. WATER TANK ON RIGHT.  TURN RIGHT (W.)
 NX0271'ON TRACK RD. ON NORTH SIDE OF WATER TANK FOR 1.9 MI TO TOP OF
 NX0271'RIDGE AND GATE WITH SIGN ENTERING LAKEVIEW BLM DIST 0-1.  PASS
 NX0271'THROUGH GATE AND FOLLOW TRACK RD. FOR 0.3 MI.  TURN LEFT OFF
 NX0271'TRACK RD. AND GO 1.8 MI CROSS-COUNTRY FOLLOWING GRADUAL
 NX0271'UPHILL GRADE SW. TO HIGHEST POINT AND STATION.
 NX0271'
 NX0271'STATION MARK--A STANDARD USGS BRONZE TABLET STAMPED COYOTE GAP
 NX0271'1971 CRIMPED ON COPPERWELD ROD CEMENTED IN DRILL HOLE IN SUBSURFACE
 NX0271'ROCK AND ENCASED IN 1 FT X 1 FT CONC. POST PROJECTING 0.2 FT.
 NX0271'
 NX0271'REFERENCE MARK NO. 1--A STANDARD USGS REFERENCE MARK TABLET
 NX0271'STAMPED COYOTE GAP NO 1 1971 CRIMPED ON COPPERWELD ROD CEMENTED IN
 NX0271'DRILL HOLE IN SUBSURFACE ROCK AND ENCASED IN 1 FT X 1 FT CONC. POST
 NX0271'PROJECTING 0.1 FT. MARK IS 0.5 FT BELOW STATION MARK.
 NX0271'
 NX0271'REFERENCE MARK NO. 2--A STANDARD USGS REFERENCE MARK TABLET
 NX0271'STAMPED COYOTE GAP NO 2 1971 CRIMPED ON COPPERWELD ROD CEMENTED IN
 NX0271'DRILL HOLE IN SUBSURFACE ROCK AND ENCASED IN 1 FT X 1 FT CONC. POST
 NX0271'PROJECTING 0.2 FT.  MARK IS 0.2 FT ABOVE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB1257 ***********************************************************************
 QB1257  DESIGNATION -  COYOTE POINT AIRWAY BEACON
 QB1257  PID         -  QB1257
 QB1257  STATE/COUNTY-  OR/BAKER
 QB1257  USGS QUAD   -  HAINES (1994)
 QB1257
 QB1257                         *CURRENT SURVEY CONTROL
 QB1257  ___________________________________________________________________
 QB1257* NAD 83(1991)-  44 55 27.27872(N)    117 54 36.26292(W)     ADJUSTED  
 QB1257* NAVD 88     -              **(meters)            **(feet)            
 QB1257  ___________________________________________________________________
 QB1257  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 QB1257  GEOID HEIGHT-         -17.16  (meters)                     GEOID03
 QB1257  HORZ ORDER  -  THIRD
 QB1257
 QB1257.The horizontal coordinates were established by classical geodetic methods
 QB1257.and adjusted by the National Geodetic Survey in October 1991.
 QB1257
 QB1257
 QB1257.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB1257
 QB1257.The geoid height was determined by GEOID03.
 QB1257
 QB1257;                    North         East     Units Scale Factor Converg.
 QB1257;SPC OR N     -   143,020.492 2,704,421.739   MT  0.99990364   +1 50 12.3
 QB1257;SPC OR N     -   469,227.34  8,872,774.73   iFT  0.99990364   +1 50 12.3
 QB1257;UTM  11      - 4,974,937.754   428,177.855   MT  0.99966343   -0 38 33.7
 QB1257
 QB1257                          SUPERSEDED SURVEY CONTROL
 QB1257
 QB1257  NAD 83(1986)-  44 55 27.28219(N)    117 54 36.24636(W) AD(       ) 4
 QB1257  NAD 27      -  44 55 27.75200(N)    117 54 32.44600(W) AD(       ) 3
 QB1257
 QB1257.Superseded values are not recommended for survey control.
 QB1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB1257.See file dsdata.txt to determine how the superseded data were derived.
 QB1257
 QB1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK2817874938(NAD 83)
 QB1257
 QB1257  HISTORY     - Date     Condition        Report By
 QB1257  HISTORY     - 1946     MONUMENTED       CGS
 QB1257  HISTORY     - 1967     SEE DESCRIPTION  USGS
 QB1257
 QB1257                          STATION DESCRIPTION
 QB1257
 QB1257'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 QB1257'STATION IS THE AIRWAY BEACON OF STANDARD STRUCTURAL STEEL
 QB1257'C. A. A. DESIGN LOCATED ABOUT 12 MILES AIR LINE NORTH-NORTHWEST OF
 QB1257'BAKER ON THE MOUNTAIN LOCALLY KNOWN AS COYOTE POINT.  THE ROTATING
 QB1257'BEACON WAS THE POINT OBSERVED ON.
 QB1257
 QB1257                          STATION RECOVERY (1967)
 QB1257
 QB1257'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 QB1257'THE BEACON HAS BEEN DISMANTLED, BUT THE CONCRETE BASE IS STILL
 QB1257'INTACT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0554 ***********************************************************************
 QD0554  DESIGNATION -  COYOTE RM 1
 QD0554  PID         -  QD0554
 QD0554  STATE/COUNTY-  OR/WASCO
 QD0554  USGS QUAD   -  HEHE BUTTE (1982)
 QD0554
 QD0554                         *CURRENT SURVEY CONTROL
 QD0554  ___________________________________________________________________
 QD0554* NAD 83(1986)-  44 58 17.     (N)    121 27 40.     (W)     SCALED    
 QD0554* NAVD 88     -       804.332  (meters)    2638.88   (feet)  ADJUSTED  
 QD0554  ___________________________________________________________________
 QD0554  GEOID HEIGHT-         -21.27  (meters)                     GEOID03
 QD0554  DYNAMIC HT  -         804.153 (meters)    2638.29  (feet)  COMP
 QD0554  MODELED GRAV-     980,367.2   (mgal)                       NAVD 88
 QD0554
 QD0554  VERT ORDER  -  SECOND    CLASS 0
 QD0554
 QD0554.The horizontal coordinates were scaled from a topographic map and have
 QD0554.an estimated accuracy of +/- 6 seconds.
 QD0554
 QD0554.The orthometric height was determined by differential leveling
 QD0554.and adjusted in June 1991.
 QD0554
 QD0554.The geoid height was determined by GEOID03.
 QD0554
 QD0554.The dynamic height is computed by dividing the NAVD 88
 QD0554.geopotential number by the normal gravity value computed on the
 QD0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0554.degrees latitude (g = 980.6199 gals.).
 QD0554
 QD0554.The modeled gravity was interpolated from observed gravity values.
 QD0554
 QD0554;                    North         East    Units  Estimated Accuracy
 QD0554;SPC OR N     -   145,430.    2,424,190.      MT  (+/- 180 meters Scaled)
 QD0554
 QD0554                          SUPERSEDED SURVEY CONTROL
 QD0554
 QD0554  NGVD 29 (??/??/92)  803.270  (m)         2635.39   (f) ADJ UNCH    2 0
 QD0554
 QD0554.Superseded values are not recommended for survey control.
 QD0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0554.See file dsdata.txt to determine how the superseded data were derived.
 QD0554
 QD0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ213809(NAD 83)
 QD0554_MARKER: DR = REFERENCE MARK DISK
 QD0554_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QD0554_SP_SET: IRON PIPE
 QD0554_STAMPING: COYOTE NO 1 1946
 QD0554_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0554
 QD0554  HISTORY     - Date     Condition        Report By
 QD0554  HISTORY     - 1946     MONUMENTED       CGS
 QD0554  HISTORY     - 1949     GOOD             NGS
 QD0554  HISTORY     - 19960928 MARK NOT FOUND   USPSQD
 QD0554
 QD0554                          STATION DESCRIPTION
 QD0554
 QD0554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 QD0554'18.55 MI S FROM BEAR SPRINGS R.S..
 QD0554'4.3 MILES WEST ALONG STATE HIGHWAY 50 FROM BEAR SPRINGS RANGER
 QD0554'STATION, THENCE 13.7 MILES SOUTH ALONG STATE HIGHWAY 52, THENCE 0.55
 QD0554'MILE EAST ALONG HEHE-SIMNASHO ROAD, ON WARM SPRINGS INDIAN
 QD0554'RESERVATION, 146.6 FEET EAST OF THE SOUTH END OF AN 18-INCH CORRUGATED
 QD0554'METAL PIPE CULVERT, 74.4 FEET NORTHEAST OF RM 2, 40.1 FEET EAST OF
 QD0554'COYOTE, 25 FEET SOUTH OF THE CENTER LINE OF THE ROAD, ABOUT LEVEL WITH
 QD0554'THE ROAD, AND BRAZED ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING
 QD0554'0.2 FOOT ABOVE THE GROUND.
 QD0554
 QD0554                          STATION RECOVERY (1996)
 QD0554
 QD0554'RECOVERY NOTE BY US POWER SQUADRON 1996
 QD0554'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0553 ***********************************************************************
 QD0553  DESIGNATION -  COYOTE RM 2
 QD0553  PID         -  QD0553
 QD0553  STATE/COUNTY-  OR/WASCO
 QD0553  USGS QUAD   -  HEHE BUTTE (1982)
 QD0553
 QD0553                         *CURRENT SURVEY CONTROL
 QD0553  ___________________________________________________________________
 QD0553* NAD 83(1986)-  44 58 17.     (N)    121 27 40.     (W)     SCALED    
 QD0553* NAVD 88     -       804.118  (meters)    2638.18   (feet)  ADJUSTED  
 QD0553  ___________________________________________________________________
 QD0553  GEOID HEIGHT-         -21.27  (meters)                     GEOID03
 QD0553  DYNAMIC HT  -         803.938 (meters)    2637.59  (feet)  COMP
 QD0553  MODELED GRAV-     980,367.2   (mgal)                       NAVD 88
 QD0553
 QD0553  VERT ORDER  -  SECOND    CLASS 0
 QD0553
 QD0553.The horizontal coordinates were scaled from a topographic map and have
 QD0553.an estimated accuracy of +/- 6 seconds.
 QD0553
 QD0553.The orthometric height was determined by differential leveling
 QD0553.and adjusted in June 1991.
 QD0553
 QD0553.The geoid height was determined by GEOID03.
 QD0553
 QD0553.The dynamic height is computed by dividing the NAVD 88
 QD0553.geopotential number by the normal gravity value computed on the
 QD0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0553.degrees latitude (g = 980.6199 gals.).
 QD0553
 QD0553.The modeled gravity was interpolated from observed gravity values.
 QD0553
 QD0553;                    North         East    Units  Estimated Accuracy
 QD0553;SPC OR N     -   145,430.    2,424,190.      MT  (+/- 180 meters Scaled)
 QD0553
 QD0553                          SUPERSEDED SURVEY CONTROL
 QD0553
 QD0553  NGVD 29 (??/??/92)  803.056  (m)         2634.69   (f) ADJ UNCH    2 0
 QD0553
 QD0553.Superseded values are not recommended for survey control.
 QD0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0553.See file dsdata.txt to determine how the superseded data were derived.
 QD0553
 QD0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ213809(NAD 83)
 QD0553_MARKER: DR = REFERENCE MARK DISK
 QD0553_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QD0553_SP_SET: IRON PIPE
 QD0553_STAMPING: COYOTE NO 2 1946
 QD0553_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0553
 QD0553  HISTORY     - Date     Condition        Report By
 QD0553  HISTORY     - 1946     MONUMENTED       CGS
 QD0553  HISTORY     - 1949     GOOD             NGS
 QD0553  HISTORY     - 19960928 MARK NOT FOUND   USPSQD
 QD0553
 QD0553                          STATION DESCRIPTION
 QD0553
 QD0553'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 QD0553'18.55 MI S FROM BEAR SPRINGS R.S..
 QD0553'4.3 MILES WEST ALONG STATE HIGHWAY 50 FROM BEAR SPRINGS RANGER
 QD0553'STATION, THENCE 13.7 MILES SOUTH ALONG STATE HIGHWAY 52, THENCE 0.55
 QD0553'MILE EAST ALONG HEHE-SIMNASHO ROAD, ON WARM SPRINGS INDIAN
 QD0553'RESERVATION, 126.3 FEET SOUTHEAST OF THE SOUTH END OF AN 18-INCH
 QD0553'CORRUGATED METAL PIPE CULVERT, 86 FEET SOUTH OF THE CENTER LINE OF THE
 QD0553'ROAD, 74.4 FEET SOUTHWEST OF RM 1, 51.9 FEET SOUTH OF COYOTE, ABOUT
 QD0553'LEVEL WITH THE ROAD, AND BRAZED ON THE TOP OF A 3 1/2-INCH IRON PIPE
 QD0553'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 QD0553
 QD0553                          STATION RECOVERY (1996)
 QD0553
 QD0553'RECOVERY NOTE BY US POWER SQUADRON 1996
 QD0553'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0260 ***********************************************************************
 PA0260  DESIGNATION -  CR 313
 PA0260  PID         -  PA0260
 PA0260  STATE/COUNTY-  OR/HARNEY
 PA0260  USGS QUAD   -  BARTLETT MTN (1977)
 PA0260
 PA0260                         *CURRENT SURVEY CONTROL
 PA0260  ___________________________________________________________________
 PA0260* NAD 83(1986)-  43 44 43.     (N)    118 29 35.     (W)     SCALED    
 PA0260* NAVD 88     -      1152.726  (meters)    3781.90   (feet)  ADJUSTED  
 PA0260  ___________________________________________________________________
 PA0260  GEOID HEIGHT-         -18.44  (meters)                     GEOID03
 PA0260  DYNAMIC HT  -        1152.216 (meters)    3780.23  (feet)  COMP
 PA0260  MODELED GRAV-     980,137.9   (mgal)                       NAVD 88
 PA0260
 PA0260  VERT ORDER  -  FIRST     CLASS II
 PA0260
 PA0260.The horizontal coordinates were scaled from a topographic map and have
 PA0260.an estimated accuracy of +/- 6 seconds.
 PA0260
 PA0260.The orthometric height was determined by differential leveling
 PA0260.and adjusted in June 1991.
 PA0260
 PA0260.The geoid height was determined by GEOID03.
 PA0260
 PA0260.The dynamic height is computed by dividing the NAVD 88
 PA0260.geopotential number by the normal gravity value computed on the
 PA0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0260.degrees latitude (g = 980.6199 gals.).
 PA0260
 PA0260.The modeled gravity was interpolated from observed gravity values.
 PA0260
 PA0260;                    North         East    Units  Estimated Accuracy
 PA0260;SPC OR S     -   232,840.    1,661,630.      MT  (+/- 180 meters Scaled)
 PA0260
 PA0260                          SUPERSEDED SURVEY CONTROL
 PA0260
 PA0260  NGVD 29 (??/??/92) 1151.592  (m)         3778.18   (f) ADJ UNCH    1 2
 PA0260
 PA0260.Superseded values are not recommended for survey control.
 PA0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0260.See file dsdata.txt to determine how the superseded data were derived.
 PA0260
 PA0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ797446(NAD 83)
 PA0260_MARKER: DD = SURVEY DISK
 PA0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PA0260_STAMPING: C R 313 1934 435 PLUS 44.2 P.S. 50.14
 PA0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0260+STABILITY: SURFACE MOTION
 PA0260
 PA0260  HISTORY     - Date     Condition        Report By
 PA0260  HISTORY     - 1934     MONUMENTED       ORDT
 PA0260  HISTORY     - 1943     GOOD             NGS
 PA0260
 PA0260                          STATION DESCRIPTION
 PA0260
 PA0260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PA0260'24.2 MI W FROM JUNTURA.
 PA0260'ALONG U.S. HIGHWAY 20, 24.2 MILES WEST OF JUNTURA AND 33.95 MILES EAST
 PA0260'OF THE POST OFFICE AT BURNS, 60 FEET SOUTH OF THE NORTH END OF A FOUR
 PA0260'FOOT CUT, 27 FEET NORTHWEST OF THE HIGHWAY CENTER LINE, SIX FEET FROM
 PA0260'THE TOP OF THE BANK AND 2 FEET EAST OF A REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1776 ***********************************************************************
 QE1776  DESIGNATION -  CRABTREE RESET
 QE1776  PID         -  QE1776
 QE1776  STATE/COUNTY-  OR/LINN
 QE1776  USGS QUAD   -  SCIO (1986)
 QE1776
 QE1776                         *CURRENT SURVEY CONTROL
 QE1776  ___________________________________________________________________
 QE1776* NAD 83(1991)-  44 37 40.79974(N)    122 52 14.37203(W)     ADJUSTED  
 QE1776* NAVD 88     -        96.     (meters)     315.     (feet)  SCALED    
 QE1776  ___________________________________________________________________
 QE1776  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 QE1776  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 QE1776  HORZ ORDER  -  SECOND
 QE1776
 QE1776.The horizontal coordinates were established by classical geodetic methods
 QE1776.and adjusted by the National Geodetic Survey in October 1991.
 QE1776
 QE1776.The orthometric height was scaled from a topographic map.
 QE1776
 QE1776.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE1776
 QE1776.The geoid height was determined by GEOID03.
 QE1776
 QE1776;                    North         East     Units Scale Factor Converg.
 QE1776;SPC OR N     -   109,585.158 2,311,914.007   MT  0.99993882   -1 40 52.5
 QE1776;SPC OR N     -   359,531.36  7,585,019.71   iFT  0.99993882   -1 40 52.5
 QE1776;UTM  10      - 4,941,635.394   510,259.805   MT  0.99960129   +0 05 27.1
 QE1776
 QE1776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE1776!SPC OR N     -   0.99998860  x   0.99993882  =   0.99992742
 QE1776!UTM  10      -   0.99998860  x   0.99960129  =   0.99958990
 QE1776
 QE1776:                Primary Azimuth Mark                     Grid Az
 QE1776:SPC OR N     -  CRABTREE AZ MK                           002 38 25.9
 QE1776:UTM  10      -  CRABTREE AZ MK                           000 52 06.3
 QE1776
 QE1776|---------------------------------------------------------------------|
 QE1776| PID    Reference Object                     Distance      Geod. Az  |
 QE1776|                                                           dddmmss.s |
 QE1776| CE1367 CRABTREE AZ MK                                     0005733.4 |
 QE1776| CE1370 CRABTREE RM 3                        16.694 METERS 00610     |
 QE1776| CE1371 CRABTREE RM 4                        19.475 METERS 08835     |
 QE1776| QE1773 SNOW PEAK LOOKOUT TOWER                            08906     |
 QE1776| CE1368 CRABTREE RM 1                        15.813 METERS 17622     |
 QE1776| CE1369 CRABTREE RM 2                        12.095 METERS 27434     |
 QE1776| CE1372 CRABTREE RM 5 AZIMUTH                              3503232.5 |
 QE1776|---------------------------------------------------------------------|
 QE1776
 QE1776                          SUPERSEDED SURVEY CONTROL
 QE1776
 QE1776  NAD 83(1986)-  44 37 40.82041(N)    122 52 14.39333(W) AD(       ) 2
 QE1776  NAD 27      -  44 37 41.37658(N)    122 52 10.07401(W) AD(       ) 2
 QE1776
 QE1776.Superseded values are not recommended for survey control.
 QE1776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1776.See file dsdata.txt to determine how the superseded data were derived.
 QE1776
 QE1776_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ1026041635(NAD 83)
 QE1776_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QE1776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE1776
 QE1776  HISTORY     - Date     Condition        Report By
 QE1776  HISTORY     - 1940     MONUMENTED       CGS
 QE1776  HISTORY     - 1945     SEE DESCRIPTION  USE
 QE1776  HISTORY     - 1970     SEE DESCRIPTION  NGS
 QE1776  HISTORY     - 1973     SEE DESCRIPTION  NGS
 QE1776  HISTORY     - 1979     GOOD             NGS
 QE1776
 QE1776                          STATION DESCRIPTION
 QE1776
 QE1776'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 QE1776'STATION CRABTREE 1940 IS LOCATED ABOUT 1-1/2 MILES EAST SOUTHEAST OF
 QE1776'CRABTREE, 8 MILES NORTH NORTHEAST OF LEBANON, ON THE OLD MT. VIEW
 QE1776'SCHOOL GROUNDS.  IT IS 33.5 FEET WEST OF CENTER LINE OF PAVED
 QE1776'ROAD, 54 FEET SOUTH OF FENCE CORNER, 6.2 FEET NORTH OF WHITE
 QE1776'WITNESS POST, 3.8 FEET WEST OF FENCE LINE, AND 42.5 FEET EAST
 QE1776'OF THE NORTHEAST CORNER OF WOODSHED WHICH IS ATTACHED TO THE OLD
 QE1776'MT. VIEW SCHOOL BUILDING.  STATION MARK IS A STANDARD DISK,
 QE1776'NOTE 1A.  THE MARK PROJECTS 6 INCHES AND IS STAMPED CRABTREE
 QE1776'1940.
 QE1776'
 QE1776'R.M. 1 IS A STANDARD DISK, NOTE 11A.  IT IS 31.4 FEET WEST OF
 QE1776'CENTER LINE OF PAVED ROAD, 50.7 FEET SOUTHEAST OF SOUTHEAST CORNER
 QE1776'OF SCHOOL BUILDING, AND 1.4 FEET WEST OF FENCE LINE.  DISK IS
 QE1776'STAMPED CRABTREE NO. 1, 1940, WHICH PROJECTS 6 INCHES AND IS THE
 QE1776'SAME LEVEL AS STATION MARK.
 QE1776'
 QE1776'R.M. 2 IS A STANDARD DISK, NOTE 11A, AND PROJECTS 6 INCHES.  IT IS
 QE1776'3 FEET EAST OF THE NORTHEAST CORNER OF WOODSHED.  DISK IS STAMPED
 QE1776'CRABTREE NO.2, 1940 AND IS ON THE SAME LEVEL AS STATION MARK.
 QE1776'
 QE1776'AZIMUTH MARK IS A STANDARD DISK, NOTE 11A, WHICH PROJECTS 6
 QE1776'INCHES.  IT IS 0.2 MILE NORTH OF STATION, 38 FEET NORTH OF
 QE1776'CENTER LINE OF TEE ROAD INTERSECTION.  (OREGON STATE HWY. 226
 QE1776'AND PAVED ROAD) 2.7 FEET WEST OF WHITE WITNESS POST.  13.5 FEET
 QE1776'NORTH NORTHEAST OF ROAD SIGN POST AND 1.4 FEET SOUTH OF FENCE
 QE1776'LINE.  DISK IS STAMPED CRABTREE 1940.
 QE1776'
 QE1776'TO REACH THE STATION FROM POSTOFFICE IN CRABTREE, GO EAST AND
 QE1776'SOUTHEAST ON OREGON STATE HWY 226 (GRAVEL) FOR 1.4 MILES TO TEE
 QE1776'ROAD.  (AZIMUTH MARK ON LEFT) TURN RIGHT, SOUTH AND CONTINUE
 QE1776'0.25 MILE TO THE OLD MT. VIEW SCHOOL BUILDING AND STATION ON
 QE1776'RIGHT, WEST.
 QE1776
 QE1776                          STATION RECOVERY (1945)
 QE1776
 QE1776'RECOVERY NOTE BY US ENGINEERS 1945 (JKM)
 QE1776'THE SCHOOLHOUSE HAS BEEN TORN DOWN AND THE LAND REVERTED TO THE
 QE1776'ORIGINAL OWNER HARRY NORMAN, WHO IS FARMING IT NOW.  HE SAYS
 QE1776'THAT THE TWO REFERENCE MARKS AND STATION SURFACE MARK ARE APT TO
 QE1776'BE DESTROYED IN PLOWING.
 QE1776'
 QE1776'I LOWERED THE SURFACE STATION MARK TO ONE FOOT BELOW GROUND AND
 QE1776'SET REFERENCE MARKS 3 AND 4 AS FOLLOWS--
 QE1776'
 QE1776'REFERENCE MARK NO. 3 IS ABOUT 28 FEET W OF CENTER LINE OF PAVED
 QE1776'ROAD, ABOUT 2 FEET E OF RIGHT-OF-WAY FENCE LINE AT FENCE CORNER
 QE1776'AT THE NE CORNER OF THE HARRY NORMAN RANCH.  A STANDARD USE
 QE1776'REFERENCE MARK DISK STAMPED CRABTREE NO. 3 1945 AND SET IN A
 QE1776'CONCRETE POST FLUSH WITH GROUND.  A WHITE USBM POST IS SET
 QE1776'2 FEET NORTH.  AZIMUTH ANGLE FROM AZIMUTH MARK TO REFERENCE MARK
 QE1776'NO. 3 IS 5 DEG 13 MIN 46.7 SEC AND A DISTANCE OF 54.77 FEET.
 QE1776'
 QE1776'REFERENCE MARK NO. 4 IS ABOUT 28 FEET E OF CENTER LINE OF PAVED
 QE1776'ROAD, ABOUT 30 FEET N OF GATE TO FIELD AND ABOUT 2 FEET WEST OF
 QE1776'RIGHT-OF-WAY FENCE.  A STANDARD USE REFERENCE MARK DISK STAMPED
 QE1776'CRABTREE NO. 4 1945 AND SET IN A CONCRETE POST EXTENDING 3 INCHES
 QE1776'ABOVE GROUND.  A WHITE USBM POST IS SET 2 FEET NORTH.  AZIMUTH
 QE1776'ANGLE FROM REFERENCE MARK NO. 3 TO REFERENCE MARK NO. 4 IS
 QE1776'82 DEG 24 MIN 36.7 SEC AND A DISTANCE OF 63.87 FEET.
 QE1776
 QE1776                          STATION RECOVERY (1970)
 QE1776
 QE1776'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 QE1776'THE STATION MARK, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK WAS
 QE1776'RECOVERED IN GOOD CONDITION.  LANDMARKS HAVE CHANGED.  A NEW AND
 QE1776'COMPLETE DESCRIPTION FOLLOWS.
 QE1776'
 QE1776'THE STATION IS 1-1/2 MILES SOUTHEAST OF CRABTREE ON PASTURE LAND
 QE1776'OWNED BY MRS. HARRY NORMAN.
 QE1776'
 QE1776'TO REACH THE STATION FROM THE CRABTREE POST OFFICE GO EAST ON
 QE1776'STATE HIGHWAY 226 FOR 1.4 MILES TO A MACADAM SIDEROAD RIGHT, AND
 QE1776'THE AZIMUTH MARK ON THE LEFT, TURN RIGHT, AND GO SOUTH ON THE
 QE1776'MACADAM ROAD FOR 0.25 MILE TO A DRIVEWAY INTO A PASTURE, AND THE
 QE1776'STATION ON THE RIGHT.
 QE1776'
 QE1776'THE STATION MARK, STAMPED CRABTREE 1940, IS A STANDARD DISK SET
 QE1776'IN A CONCRETE MONUMENT THAT IS 14 INCHES BELOW THE SURFACE, 33
 QE1776'FEET SOUTH-SOUTHWEST OF THE SOUTH END OF A GATE, AND 5.5 FEET
 QE1776'WEST OF A METAL WITNESS POST THAT WAS PLACED IN THE RIGHT-OF-WAY
 QE1776'FENCE LINE.
 QE1776'
 QE1776'REFERENCE MARK NO. 3, STAMPED CRABTREE NO 3 1945, IS A
 QE1776'U.S. ENGINEERS REFERENCE MARK DISK SET IN AN 8-INCH SQUARE CONCRETE
 QE1776'MONUMENT THAT PROJECTS 2 INCHES, 29 FEET WEST OF THE CENTER OF THE
 QE1776'MACADAM ROAD, 12 FEET NORTH OF THE CENTER OF A DRIVEWAY TO THE
 QE1776'PASTURE, 2 FEET EAST OF A T FENCE CORNER, AND 1.5 FEET SOUTH OF
 QE1776'A WOODEN WITNESS POST.
 QE1776'
 QE1776'REFERENCE MARK NO. 4, STAMPED CRABTREE NO 4 1945, IS A
 QE1776'U.S. ENGINEERS REFERENCE MARK DISK SET IN AN 8-INCH SQUARE CONCRETE
 QE1776'MONUMENT THAT IS FLUSH, 29 FEET EAST OF THE CENTER OF THE MACADAM
 QE1776'ROAD, 2 FEET SOUTH OF A WOODEN WITNESS POST, AND 1 FOOT WEST OF
 QE1776'THE RIGHT-OF-WAY FENCE LINE.
 QE1776'
 QE1776'THE AZIMUTH MARK, STAMPED CRABTREE 1940, IS A STANDARD DISK SET
 QE1776'IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 5 INCHES,
 QE1776'39 FEET NORTH OF THE CENTER OF STATE HIGHWAY 226, AT A T
 QE1776'INTERSECTION, 5 FEET NORTH OF A ROAD SIGN, AND 1 FOOT EAST OF A
 QE1776'METAL WITNESS POST.  (NOTE 16A)
 QE1776'
 QE1776'THE DISTANCE BETWEEN R.M. NO. 3, AND R.M. NO. 4 IS 78.43 FEET.
 QE1776
 QE1776                          STATION RECOVERY (1973)
 QE1776
 QE1776'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 QE1776'THE STATION MARK, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK WAS
 QE1776'RECOVERED IN GOOD CONDITION.  THE LAND IS STILL OWNED BY
 QE1776'MR. NORMAN.  REFERENCE MARK NO. 5 WAS ESTABLISHED, AND THE AZIMUTH
 QE1776'MARK WAS DESTROYED TO PERMIT HIGHWAY CONSTRUCTION.  A NEW AND
 QE1776'COMPLETE DESCRIPTION FOLLOWS.
 QE1776'
 QE1776'TO REACH THE STATION FROM THE CRABTREE POST OFFICE GO EAST ON
 QE1776'STATE HIGHWAY 226 FOR 1.4 MILES TO REFERENCE MARK NO. 5 ON THE
 QE1776'LEFT.  CONTINUE EAST ON THE HIGHWAY FOR 0.05 MILE TO A SIDE ROAD
 QE1776'RIGHT, TURN RIGHT, AND GO SOUTH ON THE MACADAM ROAD FOR 0.25 MILE
 QE1776'TO A GATE, AND THE STATION ON THE RIGHT.
 QE1776'
 QE1776'THE STATION MARK, STAMPED CRABTREE 1940 IS A STANDARD DISK SET
 QE1776'IN A SQUARE CONCRETE MONUMENT THAT IS 8-INCHES BELOW THE SURFACE,
 QE1776'35 FEET WEST OF THE CENTER OF THE MACADAM ROAD, 33 FEET
 QE1776'SOUTH-SOUTHWEST OF THE SOUTH END OF THE GATE INTO THE PASTURE, AND
 QE1776'5 FEET WEST OF A METAL WITNESS POST THAT WAS PLACED IN THE
 QE1776'RIGHT-OF-WAY FENCE LINE.  (NOTE 1A AND 7A)
 QE1776'
 QE1776'REFERENCE MARK NO. 3, STAMPED CRABTREE NO 3 1945, IS A
 QE1776'U.S. ENGINEERS DISK SET IN AN 8-INCH SQUARE CONCRETE MONUMENT
 QE1776'THAT PROJECTS 3 INCHES, 28 FEET WEST OF THE CENTER OF THE ROAD,
 QE1776'2 FEET NORTHEAST OF THE NORTH END OF THE GATE, 2 FEET EAST OF A
 QE1776'T FENCE CORNER, AND 1.5 FEET SOUTH OF A WITNESS POST.
 QE1776'
 QE1776'REFERENCE MARK NO. 4, STAMPED CRABTREE NO 4 1945, IS A
 QE1776'U.S. ENGINEERS DISK SET IN AN 8-INCH SQUARE CONCRETE MONUMENT THAT
 QE1776'PROJECTS 3 INCHES, 33 FEET NORTH OF THE CENTER OF A ROAD APPROACH,
 QE1776'29 FEET EAST OF THE CENTER OF THE ROAD, 2 FEET SOUTH OF A WITNESS
 QE1776'POST, AND 1 FOOT WEST OF THE RIGHT-OF-WAY FENCE LINE.
 QE1776'
 QE1776'REFERENCE MARK NO. 5, STAMPED CRABTREE 1940 NO 5 1973, IS A
 QE1776'STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT
 QE1776'PROJECTS 4 INCHES, 64 FEET NORTH OF THE CENTER OF THE NEW ALIGNMENT
 QE1776'OF STATE HIGHWAY 226, 11 FEET EAST OF THE CENTER OF AN OLD
 QE1776'ABANDONED LANE NORTH, 6 FEET SOUTH OF THE RIGHT-OF-WAY FENCE LINE,
 QE1776'AND 1 FOOT WEST OF A METAL WITNESS POST.  (NOTE 11A)
 QE1776'
 QE1776'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QE1776'1.5 MILES SOUTHEAST OF CRABTREE.
 QE1776
 QE1776                          STATION RECOVERY (1979)
 QE1776
 QE1776'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 QE1776'THE STATION, RM 3, RM 4 AND RM 5 WERE RECOVERED IN GOOD CONDITION AS
 QE1776'DESCRIBED BY C.L.N. IN 1973.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0116 ***********************************************************************
 RC0116  DESIGNATION -  CRACKED
 RC0116  PID         -  RC0116
 RC0116  STATE/COUNTY-  OR/GILLIAM
 RC0116  USGS QUAD   -  ARLINGTON (1971)
 RC0116
 RC0116                         *CURRENT SURVEY CONTROL
 RC0116  ___________________________________________________________________
 RC0116* NAD 83(1986)-  45 44 20.     (N)    120 09 08.     (W)     SCALED    
 RC0116* NAVD 88     -        72.343  (meters)     237.35   (feet)  ADJUSTED  
 RC0116  ___________________________________________________________________
 RC0116  GEOID HEIGHT-         -21.60  (meters)                     GEOID03
 RC0116  DYNAMIC HT  -          72.342 (meters)     237.34  (feet)  COMP
 RC0116  MODELED GRAV-     980,605.1   (mgal)                       NAVD 88
 RC0116
 RC0116  VERT ORDER  -  FIRST     CLASS II
 RC0116
 RC0116.The horizontal coordinates were scaled from a topographic map and have
 RC0116.an estimated accuracy of +/- 6 seconds.
 RC0116
 RC0116.The orthometric height was determined by differential leveling
 RC0116.and adjusted in June 1991.
 RC0116
 RC0116.The geoid height was determined by GEOID03.
 RC0116
 RC0116.The dynamic height is computed by dividing the NAVD 88
 RC0116.geopotential number by the normal gravity value computed on the
 RC0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0116.degrees latitude (g = 980.6199 gals.).
 RC0116
 RC0116.The modeled gravity was interpolated from observed gravity values.
 RC0116
 RC0116;                    North         East    Units  Estimated Accuracy
 RC0116;SPC OR N     -   230,330.    2,527,070.      MT  (+/- 180 meters Scaled)
 RC0116
 RC0116                          SUPERSEDED SURVEY CONTROL
 RC0116
 RC0116  NGVD 29 (??/??/92)   71.35   (m)          234.1    (f) COMPUTED    1 2
 RC0116
 RC0116.Superseded values are not recommended for survey control.
 RC0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0116.See file dsdata.txt to determine how the superseded data were derived.
 RC0116
 RC0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGR215689(NAD 83)
 RC0116_MARKER: DD = SURVEY DISK
 RC0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC0116_STAMPING: CRACKED 1942
 RC0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0116+STABILITY: SURFACE MOTION
 RC0116
 RC0116  HISTORY     - Date     Condition        Report By
 RC0116  HISTORY     - 1942     MONUMENTED       DOD
 RC0116  HISTORY     - 1960     GOOD             NGS
 RC0116  HISTORY     - 1962     MARK NOT FOUND   DOD
 RC0116
 RC0116                          STATION DESCRIPTION
 RC0116
 RC0116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 RC0116'3.8 MI E FROM ARLINGTON.
 RC0116'ORIGINAL DESCRIPTION - 3.8 MILES EAST ALONG THE UNION PACIFIC RAILROAD
 RC0116'FROM THE STATION AT ARLINGTON, 0.4 MILE WEST OF MILEPOST 142, 9 FEET
 RC0116'SOUTHEAST OF THE SECOND POWER-LINE POLE EAST OF THE 1/2-MILE MARKER,
 RC0116'60 FEET NORTHWEST OF A NORTHEAST-AND-SOUTHWEST FENCE, 73.4 FEET
 RC0116'SOUTHEAST OF THE SOUTHEAST RAIL OF THE TRACK, ON THE TOP OF A SANDY
 RC0116'RIDGE, AND 4.8 FEET EAST OF A WHITE WOODEN WITNESS POST. A CORPS OF
 RC0116'ENGINEERS, U.S. ARMY, STANDARD MAP-CONTROL-STATION DISK, STAMPED
 RC0116'CRACKED 1942 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 1
 RC0116'FOOT ABOVE GROUND.  NOTE-- WHEN THE UNION PACIFIC RAILROAD REBUILT THE
 RC0116'TRACKS, THE MARK WAS COVERED WITH SEVERAL FEET OF ROCK FILL.
 RC0116
 RC0116                          STATION RECOVERY (1962)
 RC0116
 RC0116'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1962
 RC0116'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1971 ***********************************************************************
 RD1971  DESIGNATION -  CRAG
 RD1971  PID         -  RD1971
 RD1971  STATE/COUNTY-  OR/TILLAMOOK
 RD1971  USGS QUAD   -  FOLEY PEAK (1985)
 RD1971
 RD1971                         *CURRENT SURVEY CONTROL
 RD1971  ___________________________________________________________________
 RD1971* NAD 83(1991)-  45 38 27.39878(N)    123 49 19.84348(W)     ADJUSTED  
 RD1971* NAVD 88     -       611.     (meters)    2005.     (feet)  SCALED    
 RD1971  ___________________________________________________________________
 RD1971  LAPLACE CORR-          19.68  (seconds)                    DEFLEC99
 RD1971  GEOID HEIGHT-         -21.88  (meters)                     GEOID03
 RD1971  HORZ ORDER  -  THIRD
 RD1971
 RD1971.The horizontal coordinates were established by classical geodetic methods
 RD1971.and adjusted by the National Geodetic Survey in October 1991.
 RD1971
 RD1971.The orthometric height was scaled from a topographic map.
 RD1971
 RD1971.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1971
 RD1971.The geoid height was determined by GEOID03.
 RD1971
 RD1971;                    North         East     Units Scale Factor Converg.
 RD1971;SPC OR N     -   224,712.137 2,241,085.063   MT  0.99992853   -2 21 21.8
 RD1971;SPC OR N     -   737,244.54  7,352,641.28   iFT  0.99992853   -2 21 21.8
 RD1971;UTM  10      - 5,054,483.877   435,926.310   MT  0.99965047   -0 35 16.3
 RD1971
 RD1971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1971!SPC OR N     -   0.99990764  x   0.99992853  =   0.99983617
 RD1971!UTM  10      -   0.99990764  x   0.99965047  =   0.99955814
 RD1971
 RD1971:                Primary Azimuth Mark                     Grid Az
 RD1971:SPC OR N     -  BOULDER POINT                            206 46 38.5
 RD1971:UTM  10      -  BOULDER POINT                            205 00 33.0
 RD1971
 RD1971|---------------------------------------------------------------------|
 RD1971| PID    Reference Object                     Distance      Geod. Az  |
 RD1971|                                                           dddmmss.s |
 RD1971| RD1934 BOULDER POINT                       APPROX.18.2 KM 2042516.7 |
 RD1971|---------------------------------------------------------------------|
 RD1971
 RD1971                          SUPERSEDED SURVEY CONTROL
 RD1971
 RD1971  NAD 83(1986)-  45 38 27.42627(N)    123 49 19.83377(W) AD(       ) 3
 RD1971  NAD 27      -  45 38 28.04300(N)    123 49 15.36500(W) AD(       ) 3
 RD1971
 RD1971.Superseded values are not recommended for survey control.
 RD1971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1971.See file dsdata.txt to determine how the superseded data were derived.
 RD1971
 RD1971_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR3592654484(NAD 83)
 RD1971
 RD1971  HISTORY     - Date     Condition        Report By
 RD1971  HISTORY     - 1875     MONUMENTED       CGS
 RD1971
 RD1971                          STATION DESCRIPTION
 RD1971
 RD1971'DESCRIBED BY COAST AND GEODETIC SURVEY 1875 (JJG)
 RD1971'STATION IS ON A HIGH ROCKY PEAK ON THE HIGHEST PART OF A RIDGE
 RD1971'RUNNING N.  THE STATION IS MARKED BY A NAIL HOLE IN A SOFT ROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0929 ***********************************************************************
 OA0929  DESIGNATION -  CRAGGY
 OA0929  PID         -  OA0929
 OA0929  STATE/COUNTY-  OR/CURRY
 OA0929  USGS QUAD   -  BIG CRAGGIES (1989)
 OA0929
 OA0929                         *CURRENT SURVEY CONTROL
 OA0929  ___________________________________________________________________
 OA0929* NAD 83(1991)-  42 20 25.15316(N)    124 03 35.48598(W)     ADJUSTED  
 OA0929* NAVD 88     -      1374.1    (meters)    4508.     (feet)  VERTCON   
 OA0929  ___________________________________________________________________
 OA0929  LAPLACE CORR-           7.70  (seconds)                    DEFLEC99
 OA0929  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 OA0929  HORZ ORDER  -  SECOND
 OA0929
 OA0929.The horizontal coordinates were established by classical geodetic methods
 OA0929.and adjusted by the National Geodetic Survey in October 1991.
 OA0929
 OA0929.The NAVD 88 height was computed by applying the VERTCON shift value to
 OA0929.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OA0929
 OA0929.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA0929
 OA0929.The geoid height was determined by GEOID03.
 OA0929
 OA0929;                    North         East     Units Scale Factor Converg.
 OA0929;SPC OR S     -    81,066.792 1,206,728.702   MT  0.99999825   -2 26 07.7
 OA0929;SPC OR S     -   265,967.17  3,959,083.67   iFT  0.99999825   -2 26 07.7
 OA0929;UTM  10      - 4,688,106.631   412,693.920   MT  0.99969378   -0 42 50.0
 OA0929
 OA0929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA0929!SPC OR S     -   0.99978861  x   0.99999825  =   0.99978686
 OA0929!UTM  10      -   0.99978861  x   0.99969378  =   0.99948246
 OA0929
 OA0929:                Primary Azimuth Mark                     Grid Az
 OA0929:SPC OR S     -  BOBS GARDEN LOOKOUT TOWER                020 59 15.3
 OA0929:UTM  10      -  BOBS GARDEN LOOKOUT TOWER                019 15 57.6
 OA0929
 OA0929|---------------------------------------------------------------------|
 OA0929| PID    Reference Object                     Distance      Geod. Az  |
 OA0929|                                                           dddmmss.s |
 OA0929| NZ1319 BOBS GARDEN LOOKOUT TOWER           APPROX.35.1 KM 0183307.6 |
 OA0929| CD9249 CRAGGY RM NE                          1.590 METERS 04928     |
 OA0929| CD9250 CRAGGY RM SE                          7.400 METERS 13822     |
 OA0929| OA1023 STACK                               APPROX.20.4 KM 2943033.8 |
 OA0929| OA0930 COLLIER BUTTE                       APPROX. 6.3 KM 2964709.1 |
 OA0929|---------------------------------------------------------------------|
 OA0929
 OA0929                          SUPERSEDED SURVEY CONTROL
 OA0929
 OA0929  NAD 83(1986)-  42 20 25.13688(N)    124 03 35.50363(W) AD(       ) 2
 OA0929  NAD 27      -  42 20 25.74300(N)    124 03 31.21300(W) AD(       ) 2
 OA0929  NGVD 29 (07/19/86) 1373.0    (m)         4505.     (f) VERT ANG    3  
 OA0929
 OA0929.Superseded values are not recommended for survey control.
 OA0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0929.See file dsdata.txt to determine how the superseded data were derived.
 OA0929
 OA0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM1269488107(NAD 83)
 OA0929
 OA0929  HISTORY     - Date     Condition        Report By
 OA0929  HISTORY     - 1907     MONUMENTED       CGS
 OA0929  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OA0929
 OA0929                          STATION DESCRIPTION
 OA0929
 OA0929'DESCRIBED BY COAST AND GEODETIC SURVEY 1907 (JSH)
 OA0929'STATION IS ABOUT 20 MILES E OF GOLD BEACH, ON THE SPUR OF THE
 OA0929'HIGHEST PEAK OF CRAGGY MOUNTAINS, ABOUT 100 YARDS W OF THE SUMMIT,
 OA0929'ON THE SECOND LEVEL BENCH FROM THE TOP AND 150 FEET LOWER.
 OA0929'
 OA0929'THE STATION IS MARKED BY A 1/2-INCH DRILL HOLE IN A ROCK.
 OA0929'
 OA0929'TWO REFERENCE MARKS, EACH CONSISTING OF A 1 1/2-INCH DRILL HOLE
 OA0929'IN ROCK, ARE RESPECTIVELY, 1.59 METERS (5.2 FEET) FROM THE STATION
 OA0929'IN AZIMUTH 229 DEG 28 MIN AND 7.40 METERS (24.3 FEET) IN AZIMUTH
 OA0929'318 DEG 22 MIN.  THE LATTER IS IN THE TOP OF A LARGE ISOLATED
 OA0929'ROCK.
 OA0929
 OA0929                          STATION RECOVERY (1942)
 OA0929
 OA0929'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (EHP)
 OA0929'THE OLD STATION COULD NOT BE FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0927 ***********************************************************************
 OA0927  DESIGNATION -  CRAGGY 2
 OA0927  PID         -  OA0927
 OA0927  STATE/COUNTY-  OR/CURRY
 OA0927  USGS QUAD   -  BIG CRAGGIES (1989)
 OA0927
 OA0927                         *CURRENT SURVEY CONTROL
 OA0927  ___________________________________________________________________
 OA0927* NAD 83(1991)-  42 20 25.25943(N)    124 03 30.88883(W)     ADJUSTED  
 OA0927* NAVD 88     -      1409.     (meters)    4623.     (feet)  SCALED    
 OA0927  ___________________________________________________________________
 OA0927  LAPLACE CORR-           7.50  (seconds)                    DEFLEC99
 OA0927  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 OA0927  HORZ ORDER  -  SECOND
 OA0927
 OA0927.The horizontal coordinates were established by classical geodetic methods
 OA0927.and adjusted by the National Geodetic Survey in October 1991.
 OA0927
 OA0927.The orthometric height was scaled from a topographic map.
 OA0927
 OA0927.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA0927
 OA0927.The geoid height was determined by GEOID03.
 OA0927
 OA0927;                    North         East     Units Scale Factor Converg.
 OA0927;SPC OR S     -    81,065.597 1,206,833.980   MT  0.99999824   -2 26 04.5
 OA0927;SPC OR S     -   265,963.24  3,959,429.07   iFT  0.99999824   -2 26 04.5
 OA0927;UTM  10      - 4,688,108.599   412,799.154   MT  0.99969356   -0 42 46.9
 OA0927
 OA0927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA0927!SPC OR S     -   0.99978313  x   0.99999824  =   0.99978137
 OA0927!UTM  10      -   0.99978313  x   0.99969356  =   0.99947675
 OA0927
 OA0927|---------------------------------------------------------------------|
 OA0927| PID    Reference Object                     Distance      Geod. Az  |
 OA0927|                                                           dddmmss.s |
 OA0927| CD9252 CRAGGY 2 RM 1                         6.784 METERS 02836     |
 OA0927| NZ1297 PEARSOLL                            APPROX.18.1 KM 1044349.8 |
 OA0927| CD9253 CRAGGY 2 RM 2                         8.076 METERS 13439     |
 OA0927| CD9251 CRAGGY 2 AZ MK                                     2844532.2 |
 OA0927|---------------------------------------------------------------------|
 OA0927
 OA0927                          SUPERSEDED SURVEY CONTROL
 OA0927
 OA0927  NAD 83(1986)-  42 20 25.24435(N)    124 03 30.90682(W) AD(       ) 2
 OA0927  NAD 27      -  42 20 25.85400(N)    124 03 26.59900(W) AD(       ) 2
 OA0927
 OA0927.Superseded values are not recommended for survey control.
 OA0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0927.See file dsdata.txt to determine how the superseded data were derived.
 OA0927
 OA0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM1279988109(NAD 83)
 OA0927_MARKER: Z = SEE DESCRIPTION
 OA0927_SETTING: 0 = UNSPECIFIED SETTING
 OA0927
 OA0927  HISTORY     - Date     Condition        Report By
 OA0927  HISTORY     - 1942     MONUMENTED       CGS
 OA0927
 OA0927                          STATION DESCRIPTION
 OA0927
 OA0927'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JCS)
 OA0927'STATION IS LOCATED, BY AIR LINE DISTANCES, ABOUT 19 MILES ESE OF
 OA0927'GOLD BEACH, 15 MILES S OF AGNESS, AND 18 MILES ENE OF PISTOL
 OA0927'RIVER.  IT IS ON THE HIGHEST PEAK OF THE MOUNTAINS KNOWN AS THE
 OA0927'BIG CRAGGIES.  A SHARP, ROCKY POINT, WELL KNOWN IN VICINITY.
 OA0927'
 OA0927'THE STATION IS A BRONZE TRIANGULATION STATION DISK, STAMPED
 OA0927'CRAGGY 2 1942, CEMENTED IN A DRILL HOLE IN THE BEDROCK.  IT IS
 OA0927'ABOUT 15 FEET S OF THE HIGHEST POINT ON THE PEAK.
 OA0927'
 OA0927'REFERENCE MARK NO.1 IS NE OF THE STATION, AND ABOUT 4 FEET
 OA0927'LOWER.  IT IS A BRONZE REFERENCE MARK DISK, STAMPED CRAGGY 2 NO.1
 OA0927'1942, CEMENTED IN A DRILL HOLE IN THE BEDROCK.
 OA0927'
 OA0927'REFERENCE MARK NO.2 IS SE OF THE STATION AND ABOUT 13 FEET
 OA0927'LOWER.  IT IS A BRONZE REFERENCE MARK DISK, STAMPED CRAGGY 2 NO.2
 OA0927'1942, CEMENTED IN A DRILL HOLE IN THE BEDROCK.
 OA0927'
 OA0927'THE AZIMUTH MARK IS WNW OF THE STATION, IN THE LAST LOW SADDLE
 OA0927'TRAVERSED IN APPROACHING STATION, AT THE POINT MENTIONED BELOW.  IT
 OA0927'IS IN THE ROCKY POINT THAT PROJECTS ABOUT 10 FEET ABOVE THE SADDLE,
 OA0927'A SMALL KNOLL.  THE MARK IS A BRONZE AZIMUTH MARK DISK, STAMPED
 OA0927'CRAGGY 2 1942, CEMENTED IN A DRILL HOLE IN BEDROCK.  ABOUT 4 FEET
 OA0927'LOWER THAN THE HIGHEST ROCK IN THIS SMALL KNOLL, AND ON THE S
 OA0927'SIDE OF THE KNOLL.  IT IS ABOUT 200 FEET LOWER THAN THE STATION.
 OA0927'
 OA0927'THE RECONNAISSANCE PARTY RECOMMENDED THAT THE STATION BE REACHED
 OA0927'VIA THE LONG RIDGE LOOKOUT, BUT BOTH THIS ROUTE AND THE ONE VIA
 OA0927'SNOWCAMP LOOKOUT WERE TRAVELED.  IT IS BELIEVED THE SNOWCAMP
 OA0927'ROUTE IS THE BETTER.  TO REACH FROM THE PISTOL RIVER POST OFFICE
 OA0927'AND SERVICE STATION, WHICH IS ON U.S. HIGHWAY 101 ABOUT 13 MILES
 OA0927'S OF GOLD BEACH, TURN E ON A DIRT ROAD.  GO 1.4 MILES AND TAKE
 OA0927'LEFT FORK WHERE THE RIGHT FORK CROSSES A BRIDGE.  FOLLOW THIS
 OA0927'ROAD, KNOWN AS THE PISTOL RIVER, OR SNOWCAMP ROAD, 15.0 MILES TO A
 OA0927'ROAD LEADING LEFT 1/4 MILE TO PYRAMID ROCK LOOKOUT.  KEEP
 OA0927'STRAIGHT AHEAD HERE, AND CONTINUE 6.5 MILES TO A FORKS.
 OA0927'TAKE RIGHT FORK 0.5 MILE TO ANOTHER FORK AND SIGNS LEFT FORK
 OA0927'LEADS TO WILDHORSE LOOKOUT - 7 MILES, RIGHT FORK TO SNOWCAMP
 OA0927'LOOKOUT AND END OF ROAD - 5 MILES.  TAKE RIGHT FORK TOWARD
 OA0927'SNOWCAMP LOOKOUT 4.6 MILES.  HERE TAKE RIGHT FORK 0.3 MILE
 OA0927'TO END OF ROAD AT FOOT OF TRAIL LEADING ABOUT 150 YARDS TO
 OA0927'SNOWCAMP LOOKOUT ON TOP OF ROUND KNOB.  LEAVE TRUCK HERE AND
 OA0927'TAKE TRAIL THAT STARTS ABOUT 100 FEET SE OF THE TRAIL LEADING
 OA0927'UPHILL.  FOLLOW THIS TRAIL S ALONG THE E SIDE OF SNOWCAMP RIDGE
 OA0927'ABOUT 1/2 MILE.  THENCE SE ALONG TRAIL ABOUT 1-1/4 MILES TO SIGNS
 OA0927'SNOWCAMP TRAIL AND THREE TREE CAMP TRAIL.  TAKE LEFT FORK HERE,
 OA0927'STRAIGHT AHEAD ON SNOWCAMP TRAIL, DOWN INTO WINDY VALLEY, CROSS
 OA0927'CREEK, AND FOLLOW TRAIL UP OUT OF CANYON AND AGAIN DOWN INTO
 OA0927'CEDAR CREEK AND A SHELTER HOUSE.  CONTINUE ALONG TRAIL ABOUT
 OA0927'300 YARDS TO SIGNS SNOWCAMP TRAIL - CHETCO RIVER ROAD-8,
 OA0927'SNOWCAMP ROAD-5-1/2 AND CRAGGIES TRAIL, MISLATNAH LOOKOUT-8.  TURN
 OA0927'LEFT ON THE TRAIL INDICATED BY THE LATTER SIGN (CRAGGIES TRAIL) AND
 OA0927'FOLLOW IT N AND NE, SKIRTING E SIDE OF THE HILL, TO THE TOP OF THE
 OA0927'RIDGE LEADING TOWARD THE CRAGGIES.  CONTINUE ALONG A TRAIL THAT
 OA0927'MAINLY STAYS ON TOP OF THE DIVIDE AND LEADS ALONG THE BRUSH LINE
 OA0927'(THE S SIDE OF THIS RIDGE HAS BEEN BURNED OFF AND THE BRUSH IS
 OA0927'LOW), PASSING OVER A ROCKY HILL, AND THENCE EASTERLY ABOUT 1/2
 OA0927'MILE TO WHERE THE TRAIL TURNS RIGHT ALONG THE SW SIDE OF GREEN
 OA0927'CRAGGY, AFTER PASSING AROUND THE N SIDE OF A LARGE BOULDER
 OA0927'THAT IS ABOUT 50 FEET HIGH.  LEAVE THE TRAIL HERE, AND CLIMB UP
 OA0927'THE STEEP W SIDE OF GREEN CRAGGY, THENCE DOWN ALONG THE RIDGE
 OA0927'AND INTO A SADDLE.  WATER IS ABOUT 150 YARDS TO THE RIGHT
 OA0927'HERE.  FROM THIS SADDLE CLIMB NE UP THE STEEP SLOPE TO THE TOP
 OA0927'OF THE RIDGE, THENCE RIGHT ALONG THE RIDGE TO A SMALL SADDLE.
 OA0927'(AZIMUTH MARK IS HERE.) THENCE CLIMB ALONG THE TOP OF
 OA0927'THE RIDGE TO THE HIGHEST POINT AND THE STATION.  THIS IS A
 OA0927'VERY DIFFICULT PACK, AND WILL REQUIRE ABOUT 8 HOURS FROM THE
 OA0927'END OF TRUCK TRAVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0873 ***********************************************************************
 PC0873  DESIGNATION -  CRALE
 PC0873  PID         -  PC0873
 PC0873  STATE/COUNTY-  OR/LANE
 PC0873  USGS QUAD   -  MOUNT JUNE (1986)
 PC0873
 PC0873                         *CURRENT SURVEY CONTROL
 PC0873  ___________________________________________________________________
 PC0873* NAD 83(1991)-  43 50 55.69371(N)    122 39 05.10372(W)     ADJUSTED  
 PC0873* NAVD 88     -       308.6    (meters)    1012.     (feet)  VERTCON   
 PC0873  ___________________________________________________________________
 PC0873  LAPLACE CORR-           2.45  (seconds)                    DEFLEC99
 PC0873  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 PC0873  HORZ ORDER  -  THIRD
 PC0873
 PC0873.The horizontal coordinates were established by classical geodetic methods
 PC0873.and adjusted by the National Geodetic Survey in October 1991.
 PC0873
 PC0873.The NAVD 88 height was computed by applying the VERTCON shift value to
 PC0873.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PC0873
 PC0873.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC0873
 PC0873.The geoid height was determined by GEOID03.
 PC0873
 PC0873;                    North         East     Units Scale Factor Converg.
 PC0873;SPC OR S     -   244,626.315 1,327,030.443   MT  0.99996509   -1 28 18.8
 PC0873;SPC OR S     -   802,579.77  4,353,774.42   iFT  0.99996509   -1 28 18.8
 PC0873;UTM  10      - 4,855,139.080   528,018.156   MT  0.99960966   +0 14 29.3
 PC0873
 PC0873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC0873!SPC OR S     -   0.99995520  x   0.99996509  =   0.99992030
 PC0873!UTM  10      -   0.99995520  x   0.99960966  =   0.99956488
 PC0873
 PC0873:                Primary Azimuth Mark                     Grid Az
 PC0873:SPC OR S     -  CRALE AZ MK                              085 51 19.4
 PC0873:UTM  10      -  CRALE AZ MK                              084 08 31.3
 PC0873
 PC0873|---------------------------------------------------------------------|
 PC0873| PID    Reference Object                     Distance      Geod. Az  |
 PC0873|                                                           dddmmss.s |
 PC0873| CD9254 CRALE AZ MK                                        0842300.6 |
 PC0873| CD9255 CRALE RM 1                            7.025 METERS 15309     |
 PC0873| CD9256 CRALE RM 2                            6.295 METERS 23912     |
 PC0873|---------------------------------------------------------------------|
 PC0873
 PC0873                          SUPERSEDED SURVEY CONTROL
 PC0873
 PC0873  NAD 83(1986)-  43 50 55.70530(N)    122 39 05.12254(W) AD(       ) 3
 PC0873  NAD 27      -  43 50 56.25840(N)    122 39 00.90170(W) AD(       ) 3
 PC0873  NGVD 29 (07/19/86)  307.5    (m)         1009.     (f) VERT ANG    3  
 PC0873
 PC0873.Superseded values are not recommended for survey control.
 PC0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0873.See file dsdata.txt to determine how the superseded data were derived.
 PC0873
 PC0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP2801855139(NAD 83)
 PC0873_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PC0873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0873_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PC0873
 PC0873  HISTORY     - Date     Condition        Report By
 PC0873  HISTORY     - 1953     MONUMENTED       CGS
 PC0873  HISTORY     - 1968     SEE DESCRIPTION  CGS
 PC0873  HISTORY     - 1990     GOOD             USPSQD
 PC0873
 PC0873                          STATION DESCRIPTION
 PC0873
 PC0873'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 PC0873'THE STATION IS ABOUT 22 MILES EAST OF GOSHEN, 14 MILES WEST OF
 PC0873'OAKRIDGE, 0.3 MILE EAST OF THE WATER TANK AT CRALE SIDING, 200
 PC0873'YARDS WEST OF CRALE CREEK, 30 FEET WEST OF A 3-FOOT TREE STUMP,
 PC0873'15 FEET SOUTH OF THE EDGE OF A ROAD EMBANKMENT, AND ON THE SOUTH
 PC0873'SIDE OF STATE ROUTE 58.
 PC0873'
 PC0873'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 99 AND
 PC0873'STATE ROUTE 58 IN GOSHEN.  GO EAST ON STATE ROUTE 58 FOR 21.5
 PC0873'MILES TO THE WATER TANK AT CRALE SIDING ON LEFT.  CONTINUE FOR
 PC0873'0.3 MILE TO THE STATION ON THE RIGHT, JUST BEFORE CROSSING CRALE
 PC0873'CREEK.  TO REACH THE AZIMUTH MARK FROM THE STATION.  CONTINUE
 PC0873'EAST ON STATE ROUTE 58 FOR 0.5 MILE TO THE MARK ON THE LEFT AT A
 PC0873'CURVE IN THE ROAD.
 PC0873'
 PC0873'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 PC0873'CYLINDER THAT PROJECTS 3 INCHES, AND THE DISK IS STAMPED CRALE 1953.
 PC0873'
 PC0873'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 PC0873'CONCRETE CYLINDER THAT PROJECTS 2 INCHES, AND THE DISK IS STAMPED
 PC0873'CRALE NO 1 1953.  IT IS AT THE EDGE OF THE TIMBER AND 10 FEET
 PC0873'SOUTHWEST OF A 3-FOOT TREE STUMP.
 PC0873'
 PC0873'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 PC0873'CONCRETE CYLINDER THAT PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 PC0873'CRALE NO 2 1953.  IT IS AT THE EDGE OF THE TIMBER AND 12 FEET
 PC0873'NORTHWEST OF A TRIANGULAR BLAZED 6-INCH SNAG.
 PC0873'
 PC0873'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 PC0873'CYLINDER THAT PROJECTS 3 INCHES, AND THE DISK IS STAMPED CRALE
 PC0873'1953.  IT IS 28 FEET NORTH OF THE CENTER LINE OF STATE ROUTE 58,
 PC0873'15 FEET SOUTH OF AN EMBANKMENT, SOUTH OF RAILROAD TRACKS, AND 3
 PC0873'FEET SOUTH OF A FENCE.
 PC0873
 PC0873                          STATION RECOVERY (1968)
 PC0873
 PC0873'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (NET)
 PC0873'THE STATION MARK, STAMPED CRALE 1953, REFERENCE MARK NO. 1,
 PC0873'STAMPED CRALE NO 1 1953, REFERENCE MARK NO. 2, STAMPED CRALE NO
 PC0873'2 1953 AND THE AZIMUTH MARK, STAMPED CRALE 1953 WERE RECOVERED
 PC0873'AS DESCRIBED.  A METAL WITNESS POST WAS PLACED 1 FOOT NORTH OF THE
 PC0873'STATION MARK.  A ROCK CAIRN WAS BUILT 1 FOOT SOUTH OF EACH
 PC0873'REFERENCE MARK.  A METAL WITNESS POST WAS PLACED 1 FOOT EAST OF
 PC0873'THE AZIMUTH MARK.
 PC0873
 PC0873                          STATION RECOVERY (1990)
 PC0873
 PC0873'RECOVERY NOTE BY US POWER SQUADRON 1990 (SM)
 PC0873'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0777 ***********************************************************************
 NY0777  DESIGNATION -  CRANE
 NY0777  PID         -  NY0777
 NY0777  STATE/COUNTY-  OR/LAKE
 NY0777  USGS QUAD   -  CRANE MOUNTAIN (1980)
 NY0777
 NY0777                         *CURRENT SURVEY CONTROL
 NY0777  ___________________________________________________________________
 NY0777* NAD 83(1991)-  42 03 46.14605(N)    120 14 26.99526(W)     ADJUSTED  
 NY0777* NAVD 88     -      2575.8    (meters)    8451.     (feet)  VERTCON   
 NY0777  ___________________________________________________________________
 NY0777  LAPLACE CORR-           7.18  (seconds)                    DEFLEC99
 NY0777  GEOID HEIGHT-         -20.74  (meters)                     GEOID03
 NY0777  HORZ ORDER  -  FIRST
 NY0777
 NY0777.The horizontal coordinates were established by classical geodetic methods
 NY0777.and adjusted by the National Geodetic Survey in October 1991.
 NY0777
 NY0777.The NAVD 88 height was computed by applying the VERTCON shift value to
 NY0777.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NY0777
 NY0777.The Laplace correction was computed from DEFLEC99 derived deflections.
 NY0777
 NY0777.The geoid height was determined by GEOID03.
 NY0777
 NY0777;                    North         East     Units Scale Factor Converg.
 NY0777;SPC OR S     -    44,040.743 1,521,452.795   MT  1.00007906   +0 10 38.3
 NY0777;SPC OR S     -   144,490.63  4,991,643.03   iFT  1.00007906   +0 10 38.3
 NY0777;SPC CA 1     -   804,563.316 2,145,613.360   MT  1.00012480   +1 09 01.1
 NY0777;SPC CA 1     - 2,639,638.15  7,039,399.83   sFT  1.00012480   +1 09 01.1
 NY0777;UTM  10      - 4,660,435.026   728,292.029   MT  1.00024133   +1 50 57.4
 NY0777
 NY0777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NY0777!SPC OR S     -   0.99959942  x   1.00007906  =   0.99967845
 NY0777!SPC CA 1     -   0.99959942  x   1.00012480  =   0.99972417
 NY0777!UTM  10      -   0.99959942  x   1.00024133  =   0.99984066
 NY0777
 NY0777|---------------------------------------------------------------------|
 NY0777| PID    Reference Object                     Distance      Geod. Az  |
 NY0777|                                                           dddmmss.s |
 NY0777| CD6302 CRANE RM 2                            9.969 METERS 14352     |
 NY0777| MW0739 SUGAR HILL FIRE LOT USFS            APPROX.29.6 KM 1935447.9 |
 NY0777| NY0792 LAKEVIEW MUNICIPAL AIRPORT BCN      APPROX.17.0 KM 3062220.6 |
 NY0777| NY0783 LAKEVIEW AMERICAN BOX CORP TK       APPROX.16.7 KM 3253149.8 |
 NY0777| CD6300 CRANE AZ MK                                        3533914.5 |
 NY0777| CD6301 CRANE RM 1                           19.833 METERS 35648     |
 NY0777|---------------------------------------------------------------------|
 NY0777
 NY0777                          SUPERSEDED SURVEY CONTROL
 NY0777
 NY0777  NAD 83(1986)-  42 03 46.14849(N)    120 14 26.99464(W) AD(       ) 1
 NY0777  NAD 27      -  42 03 46.55600(N)    120 14 23.15500(W) AD(       ) 1
 NY0777  NGVD 29 (07/19/86) 2574.5    (m)         8447.     (f) VERT ANG    3  
 NY0777
 NY0777.Superseded values are not recommended for survey control.
 NY0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0777.See file dsdata.txt to determine how the superseded data were derived.
 NY0777
 NY0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGM2829260435(NAD 83)
 NY0777_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NY0777_SETTING: 66 = SET IN ROCK OUTCROP
 NY0777
 NY0777  HISTORY     - Date     Condition        Report By
 NY0777  HISTORY     - 1920     MONUMENTED       CGS
 NY0777  HISTORY     - 1948     SEE DESCRIPTION  CGS
 NY0777  HISTORY     - 1950     SEE DESCRIPTION  CGS
 NY0777  HISTORY     - 1971     SEE DESCRIPTION  USGS
 NY0777
 NY0777                          STATION DESCRIPTION
 NY0777
 NY0777'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (EWE)
 NY0777'ABOUT 8 MILES SOUTHEAST FROM LAKEVIEW, ON THE HIGHEST POINT OF
 NY0777'CRANE PEAK.  THE STATION IS MARKED BY A BRONZE TABLET IN
 NY0777'BEDROCK AS DESCRIBED IN NOTE 2.  TWO REFERENCE MARKS, BRONZE
 NY0777'TABLETS IN BEDROCK, NOTE 12A, ARE, RESPECTIVELY, 19.8 METERS
 NY0777'(65 FEET) FROM THE STATION IN AZIMUTH 176 DEG 44 MIN AND 9.9
 NY0777'METERS (32.5 FEET) IN AZIMUTH 323 DEG 57 MIN.
 NY0777
 NY0777                          STATION RECOVERY (1948)
 NY0777
 NY0777'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (GLS)
 NY0777'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 NY0777'CONDITION.  AN AZIMUTH MARK WAS ESTABLISHED AND OBSERVED.  STATION
 NY0777'IS ABOUT 8 MILES SOUTHEAST FROM LAKEVIEW, ON THE SOUTHERN AND
 NY0777'HIGHER OF TWO PROMINENT SUMMITS OF CRANE PEAK.  ABOUT A MILE AND
 NY0777'A QUARTER SOUTHWEST OF WILLOW POINT LOOKOUT TOWER.  THE STATION
 NY0777'IS MARKED BY A BRONZE TABLET CEMENTED IN BED ROCK, 3 FEET EAST
 NY0777'OF EDGE OF SHARP CLIFF.  IT IS STAMPED CRANE 1920.
 NY0777'
 NY0777'REFERENCE MARK NO. 1 IS A BRONZE DISK SET IN A 2 X 4 FOOT
 NY0777'BOULDER PROJECTING 4 FEET ABOVE THE STATION ELEVATION.  IT IS 1
 NY0777'FOOT WEST OF THE EAST EDGE OF BOULDER, 8 FEET EAST OF EDGE OF A
 NY0777'SHARP CLIFF, AND IS STAMPED CRANE NO 1 1920.
 NY0777'
 NY0777'REFERENCE MARK NO. 2 IS A BRONZE DISK SET IN A 2 X 4 FOOT BOULDER
 NY0777'PROJECTING 4 FEET ABOVE THE SURFACE, 3 FEET HIGHER THAN THE STATION
 NY0777'AND 6 FEET NORTHEAST OF SHARP CLIFF.  IT IS STAMPED CRANE NO 2
 NY0777'1920.
 NY0777'
 NY0777'THE AZIMUTH MARK IS A STANDARD DISK SET IN BED ROCK ON A ROCKY
 NY0777'LEDGE 100 FEET LOWER THAN THE SUMMIT OF THE FIRST ELEVATION NORTH
 NY0777'OF THE STATION.  IT IS 12 FEET NORTH OF THE EDGE OF A STEEP ROCKY
 NY0777'SLOPE.  IT IS 8 FEET EAST OF A ROCK CAIRN WITH 8 FOOT POLE IN THE
 NY0777'CENTER.  THE MARK IS STAMPED CRANE 1948.
 NY0777'
 NY0777'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 395
 NY0777'AND STATE HIGHWAY NO. 66, IN LAKEVIEW, GO NORTH ON HIGHWAY
 NY0777'NO. 395 FOR .8 MILE TO LOGGING ROAD RIGHT AND SIGN PRIVATE ROAD,
 NY0777'TURN RIGHT FOLLOWING LOGGING ROAD FOR 13 MILES TO CROSS ROADS
 NY0777'AND SIGN WILLOW PT. L.O. 10, DEEP CREEK 10.  TAKE WILLOW POINT
 NY0777'ROAD (SOUTH) FOR 6.7 MILES TO WILLOW CREEK CABIN ON RIGHT,
 NY0777'CONTINUE AHEAD 1.6 MILES TO FORK RIGHT AND SIGN WILLOW
 NY0777'PT. L.O., TURN RIGHT GOING 1.8 MILES TO CURVE IN SADDLE AND
 NY0777'END OF TRUCK TRAVEL.  THIS IS 0.15 MILE BEFORE REACHING LOOKOUT.
 NY0777'PACK SOUTHWESTERLY FOR ABOUT 1 MILE TO SADDLE, THENCE BEAR
 NY0777'LEFT FOLLOWING ROCKY RIDGE ABOUT 1/4 MILE TO THE HIGHEST
 NY0777'POINT AT THE EXTREME SOUTH END OF CRANE PEAK.
 NY0777'
 NY0777'TO REACH THE AZIMUTH MARK FROM THE SADDLE, JUST BEFORE BEARING
 NY0777'LEFT UP RIDGE, GO RIGHT ABOUT 1/8 OF A MILE ALONG RIM OF ROCKY
 NY0777'PEAK, TO A ROCKY LEDGE BELOW THE SUMMIT.
 NY0777
 NY0777                          STATION RECOVERY (1950)
 NY0777
 NY0777'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (EBL)
 NY0777'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN
 NY0777'GOOD CONDITION EXCEPT 1948 HAS BEEN ADDED TO THE ORIGINAL STAMPING
 NY0777'ON THE REFERENCE MARKS.  A NEW TO REACH FOLLOWS--
 NY0777'
 NY0777'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 395
 NY0777'AND STATE HIGHWAY NO. 66 IN LAKEVIEW, GO NORTH ON HIGHWAY NO. 395
 NY0777'FOR 0.8 MILE TO LOGGING ROAD RIGHT AND SIGN PRIVATE ROAD.  TURN
 NY0777'RIGHT FOLLOWING LOGGING ROAD FOR 13 MILES TO CROSSROADS AND
 NY0777'SIGN WILLOW PT. L. O. 10, DEEP CREEK 10.  CONTINUE STRAIGHT
 NY0777'AHEAD FOR 6.1 MILES TO A FORK AND SIGN ON THE LEFT LAKEVIEW 13,
 NY0777'DEEP CREEK 4.  TAKE THE RIGHT FORK, LEAVING THE LOGGING ROAD,
 NY0777'AND GO 1.0 MILE TO THE WILLOW CREEK CABIN ON THE RIGHT.
 NY0777'CONTINUE STRAIGHT AHEAD 1.6 MILES TO A FORK RIGHT AND SIGN
 NY0777'WILLOW PT. L.O. 2.  TURN RIGHT GOING 1.8 MILES TO A
 NY0777'CURVE IN SADDLE AND THE END OF TRUCK TRAVEL.  THIS IS 0.15 MILE
 NY0777'BEFORE REACHING THE LOOKOUT.  FROM HERE PACK SOUTHWESTERLY
 NY0777'FOLLOWING THE RIDGE ABOUT 1.0 MILE TO A SADDLE ABOUT 100 FEET
 NY0777'LOWER THAN THE STATION (TO REACH THE AZIMUTH MARK FROM HERE
 NY0777'GO RIGHT ALONG RIM OF ROCKY PEAK TO THE ROCK LEDGE BELOW
 NY0777'THE SUMMIT, ABOUT 1/8 MILE FROM THE SADDLE).  FROM THE SADDLE
 NY0777'BEAR LEFT FOLLOWING ROCKY RIDGE ABOUT 1/4 MILE TO THE HIGHEST
 NY0777'POINT AND THE STATION.  ABOUT A 2-HOUR PACK.
 NY0777
 NY0777                          STATION RECOVERY (1971)
 NY0777
 NY0777'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 NY0777'NOT OCCUPIED, 1971
 NY0777'
 NY0777'DESCRIBED IN U.S. COAST AND GEODETIC SURVEY DESCRIPTION LIST
 NY0777'987, PAGE 1.  ALL MARKS IN GOOD CONDITION.
 NY0777'
 NY0777'NOTE BY U.S.G.S., 1968--
 NY0777'
 NY0777'TO REACH FROM POST OFFICE IN LAKEVIEW GO E. ON CENTER STREET FOR
 NY0777'1 BLOCK.  TURN LEFT AND GO N. ON U.S. HIGHWAY 395 AND STATE
 NY0777'HIGHWAY 140 FOR 4.75 MI TO JCT. OF HIGHWAY 395 AND HIGHWAY 140
 NY0777'TO THE E., TURN RIGHT (E.) ON STATE HIGHWAY 140 FOR 6.4 MI TO
 NY0777'T-RD. S.  TURN RIGHT (S.) AND FOLLOW MAIN RD. 9.2 MI TO
 NY0777'RD. FK.  AT WILLOW CREEK.  TURN RIGHT (W.) AND GO 2.4 MI TO RD
 NY0777'FK.  TURN RIGHT (MAIN RD.) AND GO 3.1 MI TO SMALL SADDLE
 NY0777'(0.1 MI S. OF CRANE MTN. LOOKOUT TOWER) AND END OF TRUCK
 NY0777'TRAVEL.  PACK S. ALONG FOREST SERVICE TRAIL FOR 0.6 MI.  TURN
 NY0777'RIGHT (W.) AND GO 0.1 MI TO TOP AND STATION MARK.  A
 NY0777'20-MINUTE PACK.
 NY0777'
 NY0777'REACHED BY HELICOPTER, 1971.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0970 ***********************************************************************
 RC0970  DESIGNATION -  CRATES
 RC0970  PID         -  RC0970
 RC0970  STATE/COUNTY-  OR/WASCO
 RC0970  USGS QUAD   -  THE DALLES NORTH (1994)
 RC0970
 RC0970                         *CURRENT SURVEY CONTROL
 RC0970  ___________________________________________________________________
 RC0970* NAD 83(1991)-  45 39 07.13840(N)    121 12 40.69148(W)     ADJUSTED  
 RC0970* NAVD 88     -        67.076  (meters)     220.07   (feet)  ADJUSTED  
 RC0970  ___________________________________________________________________
 RC0970  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 RC0970  GEOID HEIGHT-         -21.43  (meters)                     GEOID03
 RC0970  DYNAMIC HT  -          67.075 (meters)     220.06  (feet)  COMP
 RC0970  MODELED GRAV-     980,599.7   (mgal)                       NAVD 88
 RC0970
 RC0970  HORZ ORDER  -  SECOND
 RC0970  VERT ORDER  -  FIRST     CLASS II
 RC0970
 RC0970.The horizontal coordinates were established by classical geodetic methods
 RC0970.and adjusted by the National Geodetic Survey in October 1991.
 RC0970
 RC0970.The orthometric height was determined by differential leveling
 RC0970.and adjusted in June 1991.
 RC0970.WARNING-Repeat measurements at this control monument indicate possible
 RC0970.vertical movement.
 RC0970
 RC0970.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC0970
 RC0970.The geoid height was determined by GEOID03.
 RC0970
 RC0970.The dynamic height is computed by dividing the NAVD 88
 RC0970.geopotential number by the normal gravity value computed on the
 RC0970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0970.degrees latitude (g = 980.6199 gals.).
 RC0970
 RC0970.The modeled gravity was interpolated from observed gravity values.
 RC0970
 RC0970;                    North         East     Units Scale Factor Converg.
 RC0970;SPC OR N     -   220,858.871 2,444,560.277   MT  0.99993013   -0 30 16.0
 RC0970;SPC OR N     -   724,602.60  8,020,210.88   iFT  0.99993013   -0 30 16.0
 RC0970;SPC WA S     -    35,668.559   444,553.886   MT  1.00004603   -0 31 00.1
 RC0970;SPC WA S     -   117,022.60  1,458,507.21   sFT  1.00004603   -0 31 00.1
 RC0970;UTM  10      - 5,056,937.514   639,368.212   MT  0.99983880   +1 16 45.5
 RC0970
 RC0970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC0970!SPC OR N     -   0.99999284  x   0.99993013  =   0.99992297
 RC0970!SPC WA S     -   0.99999284  x   1.00004603  =   1.00003887
 RC0970!UTM  10      -   0.99999284  x   0.99983880  =   0.99983165
 RC0970
 RC0970:                Primary Azimuth Mark                     Grid Az
 RC0970:SPC OR N     -  BPA THE DALLES GOLDENDALE TR C           112 51 10.1
 RC0970:SPC WA S     -  BPA THE DALLES GOLDENDALE TR C           112 51 54.2
 RC0970:UTM  10      -  BPA THE DALLES GOLDENDALE TR C           111 04 08.6
 RC0970
 RC0970|---------------------------------------------------------------------|
 RC0970| PID    Reference Object                     Distance      Geod. Az  |
 RC0970|                                                           dddmmss.s |
 RC0970| RC2089 BPA THE DALLES GOLDENDALE TR C      APPROX. 1.1 KM 1122054.1 |
 RC0970| RC0973 DLC 38 RM 1                         APPROX. 1.3 KM 1704635.0 |
 RC0970| RC0971 CRATES RM 1                          10.547 METERS 17440     |
 RC0970| RC0969 CRATES RM 2                          10.424 METERS 34713     |
 RC0970|---------------------------------------------------------------------|
 RC0970
 RC0970                          SUPERSEDED SURVEY CONTROL
 RC0970
 RC0970  NAD 83(1986)-  45 39 07.15099(N)    121 12 40.68130(W) AD(       ) 2
 RC0970  NAD 27      -  45 39 07.70700(N)    121 12 36.43000(W) AD(       ) 3
 RC0970  NGVD 29 (??/??/92)   66.075  (m)          216.78   (f) ADJ UNCH    1 2
 RC0970
 RC0970.Superseded values are not recommended for survey control.
 RC0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0970.See file dsdata.txt to determine how the superseded data were derived.
 RC0970
 RC0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR3936856938(NAD 83)
 RC0970_MARKER: DS = TRIANGULATION STATION DISK
 RC0970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC0970_SP_SET: CONCRETE POST
 RC0970_STAMPING: CRATES 1957
 RC0970_MARK LOGO: CGS   
 RC0970_PROJECTION: RECESSED 39 CENTIMETERS
 RC0970_MAGNETIC: N = NO MAGNETIC MATERIAL
 RC0970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0970+STABILITY: SURFACE MOTION
 RC0970_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RC0970+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2003
 RC0970
 RC0970  HISTORY     - Date     Condition        Report By
 RC0970  HISTORY     - 1957     MONUMENTED       CGS
 RC0970  HISTORY     - 1972     SEE DESCRIPTION  NGS
 RC0970  HISTORY     - 1972     GOOD             NGS
 RC0970  HISTORY     - 1986     GOOD             NGS
 RC0970  HISTORY     - 1987     GOOD             USPSQD
 RC0970  HISTORY     - 1987     GOOD             NGS
 RC0970  HISTORY     - 1989     GOOD             USPSQD
 RC0970  HISTORY     - 20030107 GOOD             USCG
 RC0970
 RC0970                          STATION DESCRIPTION
 RC0970
 RC0970'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JBW)
 RC0970'THE STATION IS ABOUT 4 MILES NORTH OF THE DALLES, ON THE EAST
 RC0970'RIGHT-OF-WAY OF U.S. HIGHWAY 30 AND 0.1 MILE NORTH OF HIGHWAY
 RC0970'MILEPOST 79.  IT IS AT THE TOP OF A SANDY HIGHWAY CUT (ABOUT 20
 RC0970'FEET ABOVE THE HIGHWAY), AT THE WEST EDGE OF A FIELD AND ABOUT
 RC0970'100 FEET SOUTH OF THE NORTHWEST CORNER OF THE FIELD.
 RC0970'
 RC0970'TO REACH THE STATION FROM THE POST OFFICE IN THE DALLES GO NORTH
 RC0970'ON U.S. HIGHWAY 30 (TOWARD PORTLAND) FOR 3.9 MILES TO HIGHWAY
 RC0970'MILEPOST 79 ON THE LEFT.  THENCE CONTINUE NORTH ON THE HIGHWAY
 RC0970'FOR 0.1 MILE TO THE STATION ON THE RIGHT, AT THE TOP OF THE
 RC0970'HIGHWAY CUT AND ABOUT 100 FEET BEFORE REACHING THE NORTH END OF
 RC0970'THE CUT.
 RC0970'
 RC0970'THE STATION MARK, STAMPED CRATES 1957, IS A STANDARD DISK SET IN
 RC0970'A CONCRETE POST THAT IS 1 FOOT BELOW THE SURFACE OF THE GROUND.  IT
 RC0970'IS 99.5 FEET SOUTH OF THE NORTHWEST FENCE CORNER OF THE FIELD,
 RC0970'60.5 FEET NORTH-NORTHWEST OF HIGHWAY RIGHT-OF-WAY AND
 RC0970'P.O.T. POST 2105+00 AND 3.5 FEET EAST OF THE WEST FENCE LINE OF
 RC0970'THE FIELD.
 RC0970'
 RC0970'REFERENCE MARK 1, STAMPED CRATES NO 1 1957, IS A STANDARD DISK
 RC0970'WELDED TO THE TOP OF A 2-INCH PIPE AND SET FLUSH WITH THE SURFACE
 RC0970'OF THE GROUND.  IT IS 1/2 FOOT EAST OF THE FENCE LINE ALONG THE
 RC0970'WEST EDGE OF THE FIELD.
 RC0970'
 RC0970'REFERENCE MARK 2, STAMPED CRATES NO 2 1957, IS A STANDARD DISK
 RC0970'WELDED TO THE TOP OF A 2-INCH PIPE THAT PROJECTS 1 INCH ABOVE
 RC0970'THE SURFACE OF THE GROUND.  IT IS 1/2 FOOT EAST OF THE FENCE LINE
 RC0970'ALONG THE WEST EDGE OF THE FIELD.
 RC0970'
 RC0970'STATION D.L.C. 38 (USE) 1939 R.M. 1 SERVES AS THE AZIMUTH MARK
 RC0970'FOR THIS STATION.
 RC0970
 RC0970                          STATION RECOVERY (1972)
 RC0970
 RC0970'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 RC0970'THE STATION MARK, AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 RC0970'CONDITION AS DESCRIBED.  THE ANGLE TO TRIANGULATION STATION
 RC0970'D.L.C. 38 (USE) R.M. 1 1957 WAS NOT VERIFIED.
 RC0970'
 RC0970'TO REACH THE STATION FROM THE DALLES POST OFFICE GO NORTHWEST
 RC0970'ON U.S. 30, AND INTERSTATE 80N FOR 3.9 MILES TO THE STATION ON
 RC0970'THE RIGHT, 0.1 MILE AFTER PASSING MILEPOST NO. 79.
 RC0970
 RC0970                          STATION RECOVERY (1972)
 RC0970
 RC0970'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 RC0970'4 MI NW FROM THE DALLES.
 RC0970'REACHED FROM THE DALLES POST OFFICE GO NORTHWEST ON U.S. HIGHWAY 30,
 RC0970'AND INTERSTATE 80N FOR 3.9 MILES TO THE MARK ON THE CUT BANK ON THE
 RC0970'RIGHT, THIS IS 0.1 MILE AFTER PASSING HIGHWAY MILEPOST NO. 79.  THE
 RC0970'MARK IS A TRIANGULATION STATION DISK SET IN A CONCRETE MONUMENT THAT
 RC0970'IS 1 FOOT BELOW THE SURFACE, 96 FEET SOUTHWEST OF THE WEST END OF A
 RC0970'LARGE SIGN BOARD, 40 FEET EAST OF THE CENTER OF THE WESTBOUND LANES OF
 RC0970'INTERSTATE 80N, 34.61 FEET NORTH OF CRATES R M 1, 23 FEET WEST OF THE
 RC0970'RIGHT-OF-WAY FENCE LINE, AND 3 FEET NORTHWEST OF A METAL WITNESS POST.
 RC0970
 RC0970                          STATION RECOVERY (1986)
 RC0970
 RC0970'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (LLR)
 RC0970'THE STATION WAS RECOVERED AT THIS DATE.
 RC0970'REFERENCE MARKS 1 AND 2 WERE ALSO RECOVERED.
 RC0970'
 RC0970'THE STATION IS LOCATED ABOUT 6.4 KM (4 MILES) NORTH OF THE DALLES.
 RC0970'IT IS ON THE RIGHT OF WAY OF I 84.
 RC0970'
 RC0970'TO REACH THE STATION FROM THE DALLES POST OFFICE, GO NW ON US
 RC0970'HIGHWAY 30 FOR 1.9 KM (1.2 MILES) TO I 84, GO NORTH ON I 84 FOR
 RC0970'5.0 KM (3.1 MILES) TO THE MARK ON THE RIGHT AT THE TOP OF A CUTBANK.
 RC0970'
 RC0970'THE STATION IS A STANDARD USCGS DISK STAMPED---CRATES 1957---, SET
 RC0970'INTO THE TOP OF ROUND CONCRETE MONUMENT RECESSED 40 CM BELOW THE
 RC0970'GROUND.  IT IS 6.9 METERS WEST OF A FENCE, 1.0 METERS E OF THE TOP
 RC0970'EDGE OF CUT ON EAST SIDE OF I 84, AND 1 METER NORTH OF A METAL
 RC0970'WITNESS POST.
 RC0970'
 RC0970'REFERENCE MARK NO 1 IS A STANDARD USCGS DISK STAMPED---CRATES NO 1
 RC0970'1957---, SET INTO THE TOP OF A METAL PIPE, 5 CM IN DIAMETER, FLUSH
 RC0970'WITH THE GROUND.  IT IS 11.7 METERS SOUTH OF A WITNESS POST AND 7.9
 RC0970'METERS WEST OF A FENCE.
 RC0970'
 RC0970'REFERENCE MARK NO 2 IS A STANDARD USCGS DISK
 RC0970'STAMPED---CRATES NO 2 1957---,
 RC0970'SET INTO THE TOP OF A METAL PIPE,
 RC0970'5 CM IN DIAMETER, PROJECTING 5 CM ABOVE THE GROUND.  LOCATED
 RC0970'8.0 METERS (25.7 FT) WEST FROM A FENCE,
 RC0970'1.0 METERS (3.2 FT) EAST FROM THE TOP EDGE OF A CUT ON THE EAST
 RC0970'SIDE OF A FREEWAY,
 RC0970'1.0 METERS (1.3 FT) SOUTH FROM A WOODEN POST.
 RC0970'MARK IS 0.3 METERS ABOVE THE STATION.
 RC0970'
 RC0970'DESCRIBED BY L.L. RIGGERS.
 RC0970
 RC0970                          STATION RECOVERY (1987)
 RC0970
 RC0970'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWE)
 RC0970'RECOVERED IN GOOD CONDITION.
 RC0970
 RC0970                          STATION RECOVERY (1987)
 RC0970
 RC0970'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RC0970'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  6.4 KM
 RC0970'(4.00 MI) EAST ALONG INTERSTATE HIGHWAY 84 FROM THE OVERPASS IN ROWENA
 RC0970'TO THE MARK ON THE LEFT, ON TOP OF A CUT, 17.67 M (58.0 FT) EAST OF
 RC0970'THE WESTBOUND HIGHWAY CENTERLINE, 10.45 M (34.3 FT) SOUTH OF CRATES
 RC0970'RM 2, 10.54 M (34.6 FT) NORTH OF CRATES RM 1, 7.01 M (23.0 FT) WEST
 RC0970'OF A FENCE.
 RC0970'THE MARK IS 0.35 METERS  NW FROM  A WITNESS POST
 RC0970'THE MARK IS 6.0 M ABOVE THE HIGHWAY.
 RC0970
 RC0970                          STATION RECOVERY (1989)
 RC0970
 RC0970'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RC0970'RECOVERED IN GOOD CONDITION.
 RC0970
 RC0970                          STATION RECOVERY (2003)
 RC0970
 RC0970'RECOVERY NOTE BY US COAST GUARD 2003 (SH)
 RC0970'RECOVERED AS DESCRIBED
 RC0970' 
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2095 ***********************************************************************
 RC2095  DESIGNATION -  CRATES POINT LIGHT
 RC2095  PID         -  RC2095
 RC2095  STATE/COUNTY-  OR/WASCO
 RC2095  USGS QUAD   -  THE DALLES NORTH (1994)
 RC2095
 RC2095                         *CURRENT SURVEY CONTROL
 RC2095  ___________________________________________________________________
 RC2095* NAD 83(1991)-  45 38 55.62671(N)    121 12 06.98757(W)     ADJUSTED  
 RC2095* NAVD 88     -              **(meters)            **(feet)            
 RC2095  ___________________________________________________________________
 RC2095  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 RC2095  GEOID HEIGHT-         -21.44  (meters)                     GEOID03
 RC2095  HORZ ORDER  -  THIRD
 RC2095
 RC2095.The horizontal coordinates were established by classical geodetic methods
 RC2095.and adjusted by the National Geodetic Survey in October 1991.
 RC2095
 RC2095
 RC2095.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2095
 RC2095.The geoid height was determined by GEOID03.
 RC2095
 RC2095;                    North         East     Units Scale Factor Converg.
 RC2095;SPC OR N     -   220,497.122 2,445,286.870   MT  0.99992966   -0 29 52.1
 RC2095;SPC OR N     -   723,415.75  8,022,594.72   iFT  0.99992966   -0 29 52.1
 RC2095;SPC WA S     -    35,306.613   445,280.488   MT  1.00004693   -0 30 35.6
 RC2095;SPC WA S     -   115,835.11  1,460,891.07   sFT  1.00004693   -0 30 35.6
 RC2095;UTM  10      - 5,056,598.587   640,105.647   MT  0.99984134   +1 17 09.4
 RC2095
 RC2095                          SUPERSEDED SURVEY CONTROL
 RC2095
 RC2095  NAD 83(1986)-  45 38 55.63928(N)    121 12 06.97785(W) AD(       ) 4
 RC2095  NAD 27      -  45 38 56.19400(N)    121 12 02.72500(W) AD(       ) 3
 RC2095
 RC2095.Superseded values are not recommended for survey control.
 RC2095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2095.See file dsdata.txt to determine how the superseded data were derived.
 RC2095
 RC2095_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR4010656599(NAD 83)
 RC2095
 RC2095  HISTORY     - Date     Condition        Report By
 RC2095  HISTORY     - 1939     MONUMENTED       CGS
 RC2095  HISTORY     - 1949     SEE DESCRIPTION  CGS
 RC2095  HISTORY     - 1959     SEE DESCRIPTION  CGS
 RC2095
 RC2095                          STATION DESCRIPTION
 RC2095
 RC2095'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (HJH)
 RC2095'THIS INTERSECTION STATION IS THE CENTER OF CRATES POINT
 RC2095'NAVIGATION LIGHT LOCATED ON THE W BANK OF THE COLUMBIA RIVER AND
 RC2095'ON THE E SHORE OF A SMALL ROCKY ISLAND IN THE COLUMBIA RIVER.  IT
 RC2095'IS 40 FEET ABOVE THE HIGH-WATER LINE AND IS APPROXIMATELY 3.5
 RC2095'MILES DOWNSTREAM FROM THE DALLES CITY WHARF.  LIGHT IS MOUNTED ON
 RC2095'TOP OF WHITE HOUSE WITH RED BANK AT TOP.
 RC2095
 RC2095                          STATION RECOVERY (1959)
 RC2095
 RC2095'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LGT)
 RC2095'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0971 ***********************************************************************
 RC0971  DESIGNATION -  CRATES RM 1
 RC0971  PID         -  RC0971
 RC0971  STATE/COUNTY-  OR/WASCO
 RC0971  USGS QUAD   -  THE DALLES NORTH (1994)
 RC0971
 RC0971                         *CURRENT SURVEY CONTROL
 RC0971  ___________________________________________________________________
 RC0971* NAD 83(1991)-  45 39 06.79826(N)    121 12 40.64624(W)     NO CHECK  
 RC0971* NAVD 88     -        67.262  (meters)     220.68   (feet)  ADJUSTED  
 RC0971  ___________________________________________________________________
 RC0971  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 RC0971  GEOID HEIGHT-         -21.43  (meters)                     GEOID03
 RC0971  DYNAMIC HT  -          67.260 (meters)     220.67  (feet)  COMP
 RC0971  MODELED GRAV-     980,599.6   (mgal)                       NAVD 88
 RC0971
 RC0971  HORZ ORDER  -  THIRD
 RC0971  VERT ORDER  -  FIRST     CLASS II
 RC0971
 RC0971.The horizontal coordinates were established by classical geodetic methods
 RC0971.and adjusted by the National Geodetic Survey in October 1991.
 RC0971.No horizontal observational check was made to the station.
 RC0971
 RC0971.The orthometric height was determined by differential leveling
 RC0971.and adjusted in June 1991.
 RC0971.WARNING-Repeat measurements at this control monument indicate possible
 RC0971.vertical movement.
 RC0971
 RC0971.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC0971
 RC0971.The geoid height was determined by GEOID03.
 RC0971
 RC0971.The dynamic height is computed by dividing the NAVD 88
 RC0971.geopotential number by the normal gravity value computed on the
 RC0971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0971.degrees latitude (g = 980.6199 gals.).
 RC0971
 RC0971.The modeled gravity was interpolated from observed gravity values.
 RC0971
 RC0971;                    North         East     Units Scale Factor Converg.
 RC0971;SPC OR N     -   220,848.362 2,444,561.164   MT  0.99993012   -0 30 16.0
 RC0971;SPC OR N     -   724,568.12  8,020,213.79   iFT  0.99993012   -0 30 16.0
 RC0971;SPC WA S     -    35,658.049   444,554.771   MT  1.00004606   -0 31 00.0
 RC0971;SPC WA S     -   116,988.12  1,458,510.11   sFT  1.00004606   -0 31 00.0
 RC0971;UTM  10      - 5,056,927.038   639,369.425   MT  0.99983881   +1 16 45.6
 RC0971
 RC0971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC0971!SPC OR N     -   0.99999281  x   0.99993012  =   0.99992294
 RC0971!SPC WA S     -   0.99999281  x   1.00004606  =   1.00003887
 RC0971!UTM  10      -   0.99999281  x   0.99983881  =   0.99983163
 RC0971
 RC0971                          SUPERSEDED SURVEY CONTROL
 RC0971
 RC0971  NAD 83(1986)-  45 39 06.81076(N)    121 12 40.63626(W) AD(       ) 3
 RC0971  NAD 27      -  45 39 07.36681(N)    121 12 36.38497(W) AD(       ) 3
 RC0971  NGVD 29 (??/??/92)   66.260  (m)          217.39   (f) ADJ UNCH    1 2
 RC0971
 RC0971.Superseded values are not recommended for survey control.
 RC0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0971.See file dsdata.txt to determine how the superseded data were derived.
 RC0971
 RC0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR3936956927(NAD 83)
 RC0971_MARKER: DR = REFERENCE MARK DISK
 RC0971_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RC0971_SP_SET: SHALLOW-SET PIPE
 RC0971_STAMPING: CRATES NO 1 1957
 RC0971_MARK LOGO: CGS   
 RC0971_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC0971_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RC0971+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2003
 RC0971
 RC0971  HISTORY     - Date     Condition        Report By
 RC0971  HISTORY     - 1957     MONUMENTED       CGS
 RC0971  HISTORY     - 1972     GOOD             NGS
 RC0971  HISTORY     - 1987     GOOD             USPSQD
 RC0971  HISTORY     - 1987     GOOD             NGS
 RC0971  HISTORY     - 1989     GOOD             USPSQD
 RC0971  HISTORY     - 20030107 GOOD             USCG
 RC0971
 RC0971                          STATION DESCRIPTION
 RC0971
 RC0971'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 RC0971'4 MI NW FROM THE DALLES.
 RC0971'REACHED FROM THE DALLES POST OFFICE GO NORTHWEST ON U.S. HIGHWAY 30,
 RC0971'AND INTERSTATE 80N FOR 3.9 MILES TO THE MARK ON THE RIGHT, 0.1 MILE
 RC0971'AFTER PASSING HIGHWAY MILEPOST NO. 79.  THE MARK IS A STANDARD DISK
 RC0971'BRAZED TO A 2-INCH PIPE THAT IS FLUSH WITH THE GROUND, 40 FEET EAST OF
 RC0971'THE WESTBOUND TRAFFIC LANES OF INTERSTATE 80N, 34.61 FEET SOUTH OF
 RC0971'TRIANGULATION STATION CRATES 1957, AND 25 FEET WEST OF THE
 RC0971'RIGHT-OF-WAY FENCE LINE.
 RC0971
 RC0971                          STATION RECOVERY (1987)
 RC0971
 RC0971'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWE)
 RC0971'RECOVERED IN GOOD CONDITION.
 RC0971
 RC0971                          STATION RECOVERY (1987)
 RC0971
 RC0971'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RC0971'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  6.4 KM
 RC0971'(4.00 MI) EAST ALONG INTERSTATE HIGHWAY 84 FROM THE OVERPASS IN ROWENA
 RC0971'TO THE MARK ON THE LEFT, ALSO 3.7 KM (2.30 MI) WEST ALONG SECOND
 RC0971'STREET FROM THE POST OFFICE IN THE DALLES, THENCE 2.9 KM (1.80 MI)
 RC0971'WEST ALONG I-84, 17.06 M (56.0 FT) EAST OF THE WESTBOUND HIGHWAY
 RC0971'CENTERLINE, 10.54 M (34.6 FT) SOUTH OF STATION CRATES, 7.80 M
 RC0971'(25.6 FT) WEST OF A FENCE.
 RC0971'THE MARK IS 0.12 METERS  N FROM  A WITNESS POST
 RC0971
 RC0971                          STATION RECOVERY (1989)
 RC0971
 RC0971'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RC0971'RECOVERED IN GOOD CONDITION.
 RC0971
 RC0971                          STATION RECOVERY (2003)
 RC0971
 RC0971'RECOVERY NOTE BY US COAST GUARD 2003 (SH)
 RC0971'RECOVERED AS DESCRIBED
 RC0971' 
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0969 ***********************************************************************
 RC0969  DESIGNATION -  CRATES RM 2
 RC0969  PID         -  RC0969
 RC0969  STATE/COUNTY-  OR/WASCO
 RC0969  USGS QUAD   -  THE DALLES NORTH (1994)
 RC0969
 RC0969                         *CURRENT SURVEY CONTROL
 RC0969  ___________________________________________________________________
 RC0969* NAD 83(1991)-  45 39 07.46765(N)    121 12 40.79802(W)     NO CHECK  
 RC0969* NAVD 88     -        67.348  (meters)     220.96   (feet)  ADJUSTED  
 RC0969  ___________________________________________________________________
 RC0969  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 RC0969  GEOID HEIGHT-         -21.43  (meters)                     GEOID03
 RC0969  DYNAMIC HT  -          67.347 (meters)     220.95  (feet)  COMP
 RC0969  MODELED GRAV-     980,599.6   (mgal)                       NAVD 88
 RC0969
 RC0969  HORZ ORDER  -  THIRD
 RC0969  VERT ORDER  -  FIRST     CLASS II
 RC0969
 RC0969.The horizontal coordinates were established by classical geodetic methods
 RC0969.and adjusted by the National Geodetic Survey in October 1991.
 RC0969.No horizontal observational check was made to the station.
 RC0969
 RC0969.The orthometric height was determined by differential leveling
 RC0969.and adjusted in June 1991.
 RC0969
 RC0969.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC0969
 RC0969.The geoid height was determined by GEOID03.
 RC0969
 RC0969.The dynamic height is computed by dividing the NAVD 88
 RC0969.geopotential number by the normal gravity value computed on the
 RC0969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0969.degrees latitude (g = 980.6199 gals.).
 RC0969
 RC0969.The modeled gravity was interpolated from observed gravity values.
 RC0969
 RC0969;                    North         East     Units Scale Factor Converg.
 RC0969;SPC OR N     -   220,869.056 2,444,558.060   MT  0.99993015   -0 30 16.1
 RC0969;SPC OR N     -   724,636.01  8,020,203.61   iFT  0.99993015   -0 30 16.1
 RC0969;SPC WA S     -    35,678.745   444,551.671   MT  1.00004601   -0 31 00.2
 RC0969;SPC WA S     -   117,056.02  1,458,499.94   sFT  1.00004601   -0 31 00.2
 RC0969;UTM  10      - 5,056,947.623   639,365.679   MT  0.99983879   +1 16 45.5
 RC0969
 RC0969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC0969!SPC OR N     -   0.99999280  x   0.99993015  =   0.99992295
 RC0969!SPC WA S     -   0.99999280  x   1.00004601  =   1.00003881
 RC0969!UTM  10      -   0.99999280  x   0.99983879  =   0.99983159
 RC0969
 RC0969                          SUPERSEDED SURVEY CONTROL
 RC0969
 RC0969  NAD 83(1986)-  45 39 07.48023(N)    121 12 40.78800(W) AD(       ) 3
 RC0969  NAD 27      -  45 39 08.03618(N)    121 12 36.53667(W) AD(       ) 3
 RC0969  NGVD 29 (??/??/92)   66.345  (m)          217.67   (f) ADJ UNCH    1 2
 RC0969
 RC0969.Superseded values are not recommended for survey control.
 RC0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0969.See file dsdata.txt to determine how the superseded data were derived.
 RC0969
 RC0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR3936656948(NAD 83)
 RC0969_MARKER: DR = REFERENCE MARK DISK
 RC0969_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RC0969_SP_SET: SHALLOW-SET PIPE
 RC0969_STAMPING: CRATES NO 2 1957
 RC0969_MARK LOGO: CGS   
 RC0969_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC0969_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RC0969+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2003
 RC0969
 RC0969  HISTORY     - Date     Condition        Report By
 RC0969  HISTORY     - 1957     MONUMENTED       CGS
 RC0969  HISTORY     - 1972     GOOD             NGS
 RC0969  HISTORY     - 1987     GOOD             USPSQD
 RC0969  HISTORY     - 1987     GOOD             NGS
 RC0969  HISTORY     - 1989     GOOD             USPSQD
 RC0969  HISTORY     - 20030107 GOOD             USCG
 RC0969
 RC0969                          STATION DESCRIPTION
 RC0969
 RC0969'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 RC0969'4 MI NW FROM THE DALLES.
 RC0969'REACHED FROM THE DALLES POST OFFICE GO NORTHWEST ON U.S. HIGHWAY 30,
 RC0969'AND INTERSTATE 80N FOR 3.9 MILES TO THE MARK ON THE RIGHT, THIS IS 0.1
 RC0969'MILE AFTER PASSING HIGHWAY MILE  POST NO. 79.  THE MARK IS A STANDARD
 RC0969'REFERENCE MARK DISK BRAZED TO A 2-INCH PIPE THAT IS FLUSH ON HIGHWAY
 RC0969'RIGHT-OF-WAY, 84 FEET SOUTHWEST OF THE WEST END OF A LARGE SIGN BOARD,
 RC0969'40 FEET EAST OF THE WESTBOUND TRAFFIC LANES OF INTERSTATE 80N, 34.21
 RC0969'FEET NORTH-NORTHWEST OF TRIANGULATION STATION CRATES 1957, 24 FEET
 RC0969'WEST OF THE RIGHT-OF-WAY FENCE LINE, AND 1 FOOT SOUTH OF A WOODEN
 RC0969'WITNESS POST.
 RC0969
 RC0969                          STATION RECOVERY (1987)
 RC0969
 RC0969'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWE)
 RC0969'RECOVERED IN GOOD CONDITION.
 RC0969
 RC0969                          STATION RECOVERY (1987)
 RC0969
 RC0969'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RC0969'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  6.4 KM
 RC0969'(4.00 MI) EAST ALONG INTERSTATE HIGHWAY 84 FROM THE OVERPASS IN ROWENA
 RC0969'TO THE MARK ON THE LEFT, ON A SANDY CUT BANK, 17.06 M (56.0 FT) EAST
 RC0969'OF THE WESTBOUND HIGHWAY CENTERLINE, 10.45 M (34.3 FT) NORTH OF THE
 RC0969'STATION CRATES, 7.49 M (24.6 FT) WEST OF A FENCE.
 RC0969'THE MARK IS 0.12 METERS  S FROM  A WITNESS POST
 RC0969'THE MARK IS 6.0 M ABOVE THE HIGHWAY.
 RC0969
 RC0969                          STATION RECOVERY (1989)
 RC0969
 RC0969'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RC0969'RECOVERED IN GOOD CONDITION.
 RC0969
 RC0969                          STATION RECOVERY (2003)
 RC0969
 RC0969'RECOVERY NOTE BY US COAST GUARD 2003 (SH)
 RC0969'RECOVERED AS DESCRIBED
 RC0969' 
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1865 ***********************************************************************
 RD1865  DESIGNATION -  CRAVEN
 RD1865  PID         -  RD1865
 RD1865  STATE/COUNTY-  OR/TILLAMOOK
 RD1865  USGS QUAD   -  NESTUCCA BAY (1985)
 RD1865
 RD1865                         *CURRENT SURVEY CONTROL
 RD1865  ___________________________________________________________________
 RD1865* NAD 83(1991)-  45 09 56.69485(N)    123 55 56.04107(W)     ADJUSTED  
 RD1865* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 RD1865  ___________________________________________________________________
 RD1865  LAPLACE CORR-          18.33  (seconds)                    DEFLEC99
 RD1865  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 RD1865  HORZ ORDER  -  THIRD
 RD1865
 RD1865.The horizontal coordinates were established by classical geodetic methods
 RD1865.and adjusted by the National Geodetic Survey in October 1991.
 RD1865
 RD1865.The orthometric height was scaled from a topographic map.
 RD1865
 RD1865.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1865
 RD1865.The geoid height was determined by GEOID03.
 RD1865
 RD1865;                    North         East     Units Scale Factor Converg.
 RD1865;SPC OR N     -   172,310.225 2,230,270.215   MT  0.99989458   -2 26 02.7
 RD1865;SPC OR N     -   565,322.26  7,317,159.50   iFT  0.99989458   -2 26 02.7
 RD1865;UTM  10      - 5,001,785.910   426,737.890   MT  0.99966599   -0 39 40.0
 RD1865
 RD1865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1865!SPC OR N     -   1.00000292  x   0.99989458  =   0.99989750
 RD1865!UTM  10      -   1.00000292  x   0.99966599  =   0.99966891
 RD1865
 RD1865:                Primary Azimuth Mark                     Grid Az
 RD1865:SPC OR N     -  GOOSE                                    274 05 25.3
 RD1865:UTM  10      -  GOOSE                                    272 19 02.6
 RD1865
 RD1865|---------------------------------------------------------------------|
 RD1865| PID    Reference Object                     Distance      Geod. Az  |
 RD1865|                                                           dddmmss.s |
 RD1865| RD1890 GOOSE                               APPROX. 0.7 KM 2713922.6 |
 RD1865| RD1873 HAYSTACK ROCK                       APPROX. 6.7 KM 3201838.2 |
 RD1865|---------------------------------------------------------------------|
 RD1865
 RD1865                          SUPERSEDED SURVEY CONTROL
 RD1865
 RD1865  NAD 83(1986)-  45 09 56.72709(N)    123 55 56.04918(W) AD(       ) 3
 RD1865  NAD 27      -  45 09 57.34600(N)    123 55 51.64000(W) AD(       ) 3
 RD1865
 RD1865.Superseded values are not recommended for survey control.
 RD1865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1865.See file dsdata.txt to determine how the superseded data were derived.
 RD1865
 RD1865_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR2673801786(NAD 83)
 RD1865
 RD1865  HISTORY     - Date     Condition        Report By
 RD1865  HISTORY     - 1883     MONUMENTED       CGS
 RD1865
 RD1865                          STATION DESCRIPTION
 RD1865
 RD1865'DESCRIBED BY COAST AND GEODETIC SURVEY 1883 (CR)
 RD1865'STATION IS ON THE N SIDE OF THE LITTLE NESTUGGA RIVER, ON LOW
 RD1865'LAND 53 METERS FROM THE EDGE OF THE WOODS.
 RD1865'
 RD1865'THE STATION IS MARKED BY A COPPER TACK IN THE TOP OF A CEDAR
 RD1865'POST 2-1/2 FEET LONG AND 6 INCHES SQUARE, PROJECTING 4 INCHES
 RD1865'ABOVE THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1413 ***********************************************************************
 OA1413  DESIGNATION -  CRAWFORD 2
 OA1413  PID         -  OA1413
 OA1413  STATE/COUNTY-  OR/COOS
 OA1413  USGS QUAD   -  NORTH BEND (1971)
 OA1413
 OA1413                         *CURRENT SURVEY CONTROL
 OA1413  ___________________________________________________________________
 OA1413* NAD 83(1991)-  43 23 20.94224(N)    124 11 13.86266(W)     ADJUSTED  
 OA1413* NAVD 88     -        12.     (meters)      39.     (feet)  SCALED    
 OA1413  ___________________________________________________________________
 OA1413  LAPLACE CORR-          15.85  (seconds)                    DEFLEC99
 OA1413  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 OA1413  HORZ ORDER  -  THIRD
 OA1413
 OA1413.The horizontal coordinates were established by classical geodetic methods
 OA1413.and adjusted by the National Geodetic Survey in October 1991.
 OA1413
 OA1413.The orthometric height was scaled from a topographic map.
 OA1413
 OA1413.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1413
 OA1413.The geoid height was determined by GEOID03.
 OA1413
 OA1413;                    North         East     Units Scale Factor Converg.
 OA1413;SPC OR S     -   197,913.370 1,201,373.579   MT  0.99990200   -2 31 21.3
 OA1413;SPC OR S     -   649,322.08  3,941,514.37   iFT  0.99990200   -2 31 21.3
 OA1413;UTM  10      - 4,804,715.147   403,847.097   MT  0.99971373   -0 48 56.2
 OA1413
 OA1413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1413!SPC OR S     -   1.00000209  x   0.99990200  =   0.99990409
 OA1413!UTM  10      -   1.00000209  x   0.99971373  =   0.99971582
 OA1413
 OA1413:                Primary Azimuth Mark                     Grid Az
 OA1413:SPC OR S     -  COOS BAY ODD FELLOWS MONUMENT            222 00 41.8
 OA1413:UTM  10      -  COOS BAY ODD FELLOWS MONUMENT            220 18 16.7
 OA1413
 OA1413|---------------------------------------------------------------------|
 OA1413| PID    Reference Object                     Distance      Geod. Az  |
 OA1413|                                                           dddmmss.s |
 OA1413| OA1315 COOS BAY ODD FELLOWS MONUMENT       APPROX. 4.2 KM 2192920.5 |
 OA1413| OA1280 COOS BAY MERCHANTS TANK             APPROX. 3.6 KM 2213738.0 |
 OA1413| OA1268 COOS BAY LUTHERAN CHURCH SPIRE      APPROX. 3.2 KM 2244553.5 |
 OA1413| OA1270 COOS BAY SCHOOL HOUSE CUPOLA        APPROX. 3.2 KM 2263200.4 |
 OA1413| OA1246 MARSHFIELD HILL                     APPROX. 2.9 KM 2321754.5 |
 OA1413| OA1362 STAVEMILL STACK                     APPROX. 2.7 KM 2621618.7 |
 OA1413| OA1326 SLAUGHTERHOUSE EAST GABLE           APPROX. 2.7 KM 2825221.1 |
 OA1413|---------------------------------------------------------------------|
 OA1413
 OA1413                          SUPERSEDED SURVEY CONTROL
 OA1413
 OA1413  NAD 83(1986)-  43 23 20.93949(N)    124 11 13.90851(W) AD(       ) 3
 OA1413  NAD 27      -  43 23 21.54000(N)    124 11 09.51700(W) AD(       ) 3
 OA1413
 OA1413.Superseded values are not recommended for survey control.
 OA1413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1413.See file dsdata.txt to determine how the superseded data were derived.
 OA1413
 OA1413_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP0384704715(NAD 83)
 OA1413
 OA1413  HISTORY     - Date     Condition        Report By
 OA1413  HISTORY     - 1889     MONUMENTED       CGS
 OA1413  HISTORY     - 1948     SEE DESCRIPTION  CGS
 OA1413
 OA1413                          STATION DESCRIPTION
 OA1413
 OA1413'DESCRIBED BY COAST AND GEODETIC SURVEY 1889 (EFD)
 OA1413'THE STATION LOCATED AT CRAWFORD POINT ON THE E SIDE OF COOS BAY
 OA1413'IS LOST.
 OA1413
 OA1413                          STATION RECOVERY (1948)
 OA1413
 OA1413'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RAE)
 OA1413'A THOROUGH SEARCH OF THE AREA REVEALED NO TRACE OF THIS MARK.  IT
 OA1413'IS RECOMMENDED THAT THE STATION BE CLASSIFIED AS LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1414 ***********************************************************************
 OA1414  DESIGNATION -  CRAWFORD POINT
 OA1414  PID         -  OA1414
 OA1414  STATE/COUNTY-  OR/COOS
 OA1414  USGS QUAD   -  NORTH BEND (1971)
 OA1414
 OA1414                         *CURRENT SURVEY CONTROL
 OA1414  ___________________________________________________________________
 OA1414* NAD 83(1991)-  43 23 21.12532(N)    124 11 13.88135(W)     ADJUSTED  
 OA1414* NAVD 88     -        12.     (meters)      39.     (feet)  SCALED    
 OA1414  ___________________________________________________________________
 OA1414  LAPLACE CORR-          15.85  (seconds)                    DEFLEC99
 OA1414  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 OA1414  HORZ ORDER  -  THIRD
 OA1414
 OA1414.The horizontal coordinates were established by classical geodetic methods
 OA1414.and adjusted by the National Geodetic Survey in October 1991.
 OA1414
 OA1414.The orthometric height was scaled from a topographic map.
 OA1414
 OA1414.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1414
 OA1414.The geoid height was determined by GEOID03.
 OA1414
 OA1414;                    North         East     Units Scale Factor Converg.
 OA1414;SPC OR S     -   197,919.032 1,201,373.407   MT  0.99990200   -2 31 21.3
 OA1414;SPC OR S     -   649,340.66  3,941,513.80   iFT  0.99990200   -2 31 21.3
 OA1414;UTM  10      - 4,804,720.800   403,846.757   MT  0.99971373   -0 48 56.2
 OA1414
 OA1414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1414!SPC OR S     -   1.00000209  x   0.99990200  =   0.99990409
 OA1414!UTM  10      -   1.00000209  x   0.99971373  =   0.99971582
 OA1414
 OA1414:                Primary Azimuth Mark                     Grid Az
 OA1414:SPC OR S     -  WHITE POINT 3                            206 58 34.6
 OA1414:UTM  10      -  WHITE POINT 3                            205 16 09.5
 OA1414
 OA1414|---------------------------------------------------------------------|
 OA1414| PID    Reference Object                     Distance      Geod. Az  |
 OA1414|                                                           dddmmss.s |
 OA1414| OA1254 WHITE POINT 3                       APPROX. 2.4 KM 2042713.3 |
 OA1414|---------------------------------------------------------------------|
 OA1414
 OA1414                          SUPERSEDED SURVEY CONTROL
 OA1414
 OA1414  NAD 83(1986)-  43 23 21.12258(N)    124 11 13.92719(W) AD(       ) 3
 OA1414  NAD 27      -  43 23 21.72200(N)    124 11 09.53500(W) AD(       ) 3
 OA1414
 OA1414.Superseded values are not recommended for survey control.
 OA1414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1414.See file dsdata.txt to determine how the superseded data were derived.
 OA1414
 OA1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP0384704721(NAD 83)
 OA1414
 OA1414  HISTORY     - Date     Condition        Report By
 OA1414  HISTORY     - 1907     MONUMENTED       USE
 OA1414  HISTORY     - 1922     SEE DESCRIPTION  CGS
 OA1414  HISTORY     - 1948     SEE DESCRIPTION  CGS
 OA1414
 OA1414                          STATION DESCRIPTION
 OA1414
 OA1414'DESCRIBED BY US ENGINEERS 1907
 OA1414'THE STATION IS MARKED BY A CONCRETE BLOCK 10 INCHES SQUARE AND
 OA1414'1-1/2 FEET DEEP WITH A 1-1/2-INCH IRON PIPE RUN THROUGH THE CENTER.
 OA1414
 OA1414                          STATION RECOVERY (1922)
 OA1414
 OA1414'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1922 (RFL)
 OA1414'THIS STATION HAS BEEN DESTROYED.  THE STATION MARK WAS FOUND LYING
 OA1414'AT THE BOTTOM OF THE CLIFF UNDER CRAWFORD POINT.  EVIDENTLY THE
 OA1414'POINT HAS CAVED IN.
 OA1414
 OA1414                          STATION RECOVERY (1948)
 OA1414
 OA1414'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RAE)
 OA1414'IT WAS ESTABLISHED, THROUGH CONTACT WITH THE U.S.E. DISTRICT OFFICE,
 OA1414'THAT THIS STATION HAD BEEN DESTROYED AND HAD BEEN REPLACED WITH A
 OA1414'NEW STATION CRAWFORD POINT 2 WHICH WAS LOCATED BY K.G.C. IN 1945.
 OA1414'
 OA1414'THIS STATION SHOULD BE CLASSIFIED AS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1100 ***********************************************************************
 OA1100  DESIGNATION -  CREEK
 OA1100  PID         -  OA1100
 OA1100  STATE/COUNTY-  OR/DOUGLAS
 OA1100  USGS QUAD   -  TAHKENITCH CREEK (1984)
 OA1100
 OA1100                         *CURRENT SURVEY CONTROL
 OA1100  ___________________________________________________________________
 OA1100* NAD 83(1991)-  43 51 18.25795(N)    124 09 33.65991(W)     ADJUSTED  
 OA1100* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 OA1100  ___________________________________________________________________
 OA1100  LAPLACE CORR-          14.03  (seconds)                    DEFLEC99
 OA1100  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 OA1100  HORZ ORDER  -  THIRD
 OA1100
 OA1100.The horizontal coordinates were established by classical geodetic methods
 OA1100.and adjusted by the National Geodetic Survey in October 1991.
 OA1100
 OA1100.The orthometric height was scaled from a topographic map.
 OA1100
 OA1100.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1100
 OA1100.The geoid height was determined by GEOID03.
 OA1100
 OA1100;                    North         East     Units Scale Factor Converg.
 OA1100;SPC OR S     -   249,527.489 1,205,887.467   MT  0.99996640   -2 30 12.7
 OA1100;SPC OR S     -   818,659.74  3,956,323.71   iFT  0.99996640   -2 30 12.7
 OA1100;UTM  10      - 4,856,429.345   406,823.923   MT  0.99970678   -0 48 11.9
 OA1100
 OA1100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1100!SPC OR S     -   1.00000347  x   0.99996640  =   0.99996987
 OA1100!UTM  10      -   1.00000347  x   0.99970678  =   0.99971025
 OA1100
 OA1100:                Primary Azimuth Mark                     Grid Az
 OA1100:SPC OR S     -  SILTCOOS                                 010 01 50.1
 OA1100:UTM  10      -  SILTCOOS                                 008 19 49.3
 OA1100
 OA1100|---------------------------------------------------------------------|
 OA1100| PID    Reference Object                     Distance      Geod. Az  |
 OA1100|                                                           dddmmss.s |
 OA1100| OA1107 SILTCOOS                            APPROX. 2.8 KM 0073137.4 |
 OA1100| CE1374 CREEK RM 1                           59.385 METERS 01209     |
 OA1100| OA1106 FIR                                 455.785 METERS 1153854.7 |
 OA1100| CE1375 CREEK RM 2                           35.393 METERS 19133     |
 OA1100|---------------------------------------------------------------------|
 OA1100
 OA1100                          SUPERSEDED SURVEY CONTROL
 OA1100
 OA1100  NAD 83(1986)-  43 51 18.26313(N)    124 09 33.71068(W) AD(       ) 3
 OA1100  NAD 27      -  43 51 18.82900(N)    124 09 29.26400(W) AD(       ) 3
 OA1100
 OA1100.Superseded values are not recommended for survey control.
 OA1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1100.See file dsdata.txt to determine how the superseded data were derived.
 OA1100
 OA1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP0682456429(NAD 83)
 OA1100_MARKER: Z = SEE DESCRIPTION
 OA1100_SETTING: 0 = UNSPECIFIED SETTING
 OA1100
 OA1100  HISTORY     - Date     Condition        Report By
 OA1100  HISTORY     - 1928     MONUMENTED       CGS
 OA1100  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OA1100
 OA1100                          STATION DESCRIPTION
 OA1100
 OA1100'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (GLB)
 OA1100'STATION IS LOCATED ABOUT 10 MILES N OF THE MOUTH OF UMPQUA RIVER,
 OA1100'1 MILE S OF THE MOUTH OF SILTCOOS RIVER, (LOCALLY KNOWN AS TEN
 OA1100'MILE CREEK) AND 50 METERS IN FROM ORDINARY HIGH-WATER LINE.  IT
 OA1100'IS ON TOP OF A SMALL GRASS-COVERED SAND DUNE, ABOUT ESE FROM THE
 OA1100'STATION AND DISTANT 1/3 MILE.  THERE ARE THREE ISOLATED SPRUCE
 OA1100'TREES ON THE SAND RIDGE.
 OA1100'
 OA1100'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 OA1100'CONCRETE AT THE CENTER OF THE TOP OF TILES.
 OA1100'
 OA1100'UNDERGROUND MARK IS A STANDARD BRONZE DISK SET IN CONCRETE AS
 OA1100'DESCRIBED IN NOTE 7A.
 OA1100'
 OA1100'REFERENCE MARK NO.1 IS ON SMALL BARE SAND DUNE N OF STATION,
 OA1100'AND REFERENCE MARK NO.2 IS ON SMALL GRASS-COVERED DUNE S OF
 OA1100'STATION.
 OA1100'
 OA1100'WITNESS STAKES ARE SET AS FOLLOWS, DISTANCES AND DIRECTIONS
 OA1100'BEING ESTIMATED--3-1/2 METERS NW OF STATION MARK, 2 METERS W BY
 OA1100'S OF REFERENCE MARK NO.1, AND 1 METER S BY E OF REFERENCE MARK
 OA1100'NO.2.
 OA1100
 OA1100                          STATION RECOVERY (1934)
 OA1100
 OA1100'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (LAM)
 OA1100'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 OA1100'
 OA1100'STATION IS IN DOUGLAS COUNTY AND NOT LANE COUNTY, AS GIVEN IN
 OA1100'THE ORIGINAL DESCRIPTION.  IT IS ABOUT 1.5 MILES S ALONG THE
 OA1100'OCEAN SHORE FROM THE MOUTH OF SILTCOOS RIVER AND 0.5 MILE S OF
 OA1100'THE N LINE OF THE COUNTY, 50 METERS E OF THE ORDINARY HIGH-WATER
 OA1100'LINE, ON THE TOP OF A SMALL GRASS-COVERED SAND DUNE.  ABOUT 0.3
 OA1100'MILE ESE OF THE STATION ARE THREE ISOLATED SPRUCE ON A SAND
 OA1100'RIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0649 ***********************************************************************
 PB0649  DESIGNATION -  CRES MULT
 PB0649  PID         -  PB0649
 PB0649  STATE/COUNTY-  OR/KLAMATH
 PB0649  USGS QUAD   -  CRESCENT (1967)
 PB0649
 PB0649                         *CURRENT SURVEY CONTROL
 PB0649  ___________________________________________________________________
 PB0649* NAD 83(1991)-  43 24 01.64509(N)    121 43 29.43167(W)     ADJUSTED  
 PB0649* NAVD 88     -      1374.439  (meters)    4509.31   (feet)  ADJUSTED  
 PB0649  ___________________________________________________________________
 PB0649  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 PB0649  GEOID HEIGHT-         -21.25  (meters)                     GEOID03
 PB0649  DYNAMIC HT  -        1373.730 (meters)    4506.98  (feet)  COMP
 PB0649  MODELED GRAV-     980,055.4   (mgal)                       NAVD 88
 PB0649
 PB0649  HORZ ORDER  -  THIRD
 PB0649  VERT ORDER  -  FIRST     CLASS II
 PB0649
 PB0649.The horizontal coordinates were established by classical geodetic methods
 PB0649.and adjusted by the National Geodetic Survey in October 1991.
 PB0649
 PB0649.The orthometric height was determined by differential leveling
 PB0649.and adjusted in June 1991.
 PB0649
 PB0649.The Laplace correction was computed from DEFLEC99 derived deflections.
 PB0649
 PB0649.The geoid height was determined by GEOID03.
 PB0649
 PB0649.The dynamic height is computed by dividing the NAVD 88
 PB0649.geopotential number by the normal gravity value computed on the
 PB0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0649.degrees latitude (g = 980.6199 gals.).
 PB0649
 PB0649.The modeled gravity was interpolated from observed gravity values.
 PB0649
 PB0649;                    North         East     Units Scale Factor Converg.
 PB0649;SPC OR S     -   193,319.980 1,400,789.428   MT  0.99990278   -0 50 16.7
 PB0649;SPC OR S     -   634,251.90  4,595,765.84   iFT  0.99990278   -0 50 16.7
 PB0649;UTM  10      - 4,806,075.996   603,258.977   MT  0.99973116   +0 52 34.4
 PB0649
 PB0649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PB0649!SPC OR S     -   0.99978784  x   0.99990278  =   0.99969064
 PB0649!UTM  10      -   0.99978784  x   0.99973116  =   0.99951906
 PB0649
 PB0649|---------------------------------------------------------------------|
 PB0649| PID    Reference Object                     Distance      Geod. Az  |
 PB0649|                                                           dddmmss.s |
 PB0649| CD6304 CRES MULT RM 2                       10.140 METERS 02445     |
 PB0649| CD6303 CRES MULT RM 1                        8.615 METERS 10744     |
 PB0649| PB0648 CRES MULT AZ MK                                    1924757.3 |
 PB0649|---------------------------------------------------------------------|
 PB0649
 PB0649                          SUPERSEDED SURVEY CONTROL
 PB0649
 PB0649  NAD 83(1986)-  43 24 01.65048(N)    121 43 29.44382(W) AD(       ) 3
 PB0649  NAD 27      -  43 24 02.19540(N)    121 43 25.35240(W) AD(       ) 3
 PB0649  NGVD 29 (07/19/86) 1372.8    (m)         4504.     (f) VERT ANG    3  
 PB0649
 PB0649.Superseded values are not recommended for survey control.
 PB0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0649.See file dsdata.txt to determine how the superseded data were derived.
 PB0649
 PB0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP0325906076(NAD 83)
 PB0649_MARKER: DS = TRIANGULATION STATION DISK
 PB0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0649_SP_SET: SQUARE CONCRETE MONUMENT
 PB0649_STAMPING: CRES-MULT 1953
 PB0649_MARK LOGO: CGS   
 PB0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0649+STABILITY: SURFACE MOTION
 PB0649_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PB0649+SATELLITE: SATELLITE OBSERVATIONS - July 07, 1988
 PB0649
 PB0649  HISTORY     - Date     Condition        Report By
 PB0649  HISTORY     - 1953     MONUMENTED       CGS
 PB0649  HISTORY     - 1953     GOOD             CGS
 PB0649  HISTORY     - 1972     SEE DESCRIPTION  NGS
 PB0649  HISTORY     - 19880707 GOOD             NGS
 PB0649
 PB0649                          STATION DESCRIPTION
 PB0649
 PB0649'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (HSC)
 PB0649'THE STATION IS LOCATED ABOUT 4 MILES SOUTH OF CRESCENT ON THE
 PB0649'RIGHT OF WAY OF U.S. HIGHWAY 97 AT THE NORTH END OF A FILL.
 PB0649'
 PB0649'TO REACH THE STATION FROM CRESCENT, GO SOUTH ON U.S. HIGHWAY 97
 PB0649'FOR 4.1 MILES TO THE STATION ON THE LEFT.  CONTINUE SOUTH 0.25
 PB0649'MILES TO THE AZIMUTH MARK ON THE LEFT.
 PB0649'
 PB0649'THE STATION MARK IS STAMPED CRES-MULT 1953.  IT IS A STANDARD
 PB0649'DISK SET IN A CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND
 PB0649'LEVEL.  IT IS 48 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 97,
 PB0649'31 FEET WEST OF A TRIANGULAR BLAZED TREE AND 2 FEET NORTHEAST OF
 PB0649'A WHITE WITNESS POST.
 PB0649'
 PB0649'REFERENCE MARK 1 IS STAMPED CRES-MULT NO 1 1953.  IT IS A
 PB0649'STANDARD DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 2 INCHES
 PB0649'AND IS 3 FEET WEST OF A TRIANGULAR BLAZED TREE.
 PB0649'
 PB0649'REFERENCE MARK 2 IS STAMPED CRES-MULT NO 2 1953.  IT IS A
 PB0649'STANDARD DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 2 INCHES
 PB0649'AND IS 24 FEET EAST OF THE NORTH END OF A CULVERT.
 PB0649'
 PB0649'THE AZIMUTH MARK IS STAMPED CRES-MULT 1953.  IT IS A STANDARD
 PB0649'DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS 47
 PB0649'FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 97 AND 1 FOOT WEST OF
 PB0649'A WHITE WITNESS POST.
 PB0649'
 PB0649'HEIGHT OF LIGHT ABOVE STATION MARK 1.45 METER.
 PB0649
 PB0649                          STATION RECOVERY (1953)
 PB0649
 PB0649'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 PB0649'RECOVERED IN GOOD CONDITION.
 PB0649
 PB0649                          STATION RECOVERY (1972)
 PB0649
 PB0649'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 PB0649'THE STATION MARK, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK WERE
 PB0649'RECOVERED IN GOOD CONDITION.  A DIFFERENCE IN THE HORIZONTAL ANGLE
 PB0649'TO REFERENCE MARK NO. 1 WAS FOUND.  ROADS AND LANDMARKS HAVE
 PB0649'CHANGED.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 PB0649'
 PB0649'THE STATION IS 4-1/2 MILES SOUTH OF CRESCENT, ON THE EAST
 PB0649'RIGHT-OF-WAY OF U.S. HIGHWAY 97, IN THE SOUTHEAST 1/4 SECTION 14,
 PB0649'T. 25 S., R. 8 E.
 PB0649'
 PB0649'TO REACH THE STATION FROM THE CRESCENT POST OFFICE GO WEST 1
 PB0649'BLOCK TO U.S. HIGHWAY 97, TURN LEFT, AND GO SOUTH ON U.S. HIGHWAY
 PB0649'97 FOR 4.6 MILES TO THE STATION ON THE LEFT.
 PB0649'
 PB0649'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON
 PB0649'U.S. HIGHWAY 97 FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT.
 PB0649'
 PB0649'THE STATION MARK, STAMPED CRES-MULT 1953, IS A STANDARD DISK SET
 PB0649'IN A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH, 0.05 MILE
 PB0649'NORTH OF HIGHWAY MILEPOST NO. 190, 48 FEET EAST OF THE CENTER OF
 PB0649'THE HIGHWAY, 32 FEET EAST-NORTHEAST OF THE NORTH END OF THE GUARD
 PB0649'RAIL, 32 FEET WEST OF A PINE TREE WITH A TRIANGLE BLAZE, 15 FEET
 PB0649'SOUTH OF THE CENTER OF A ROAD APPROACH, 15 FEET SOUTHEAST OF THE
 PB0649'SOUTH END OF A CULVERT, AND 1 FOOT EAST OF A METAL WITNESS
 PB0649'POST.  (NOTE 1A AND 7A)
 PB0649'
 PB0649'REFERENCE MARK NO. 1, STAMPED CRES-MULT NO 1 1953, IS A STANDARD
 PB0649'DISK SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2
 PB0649'INCHES, 20 FEET SOUTH OF THE ROAD APPROACH, 3.5 FEET WEST OF THE
 PB0649'PINE TREE WITH A TRIANGLE BLAZE, AND 2 FEET LOWER THAN THE
 PB0649'STATION.  (NOTE 11A)
 PB0649'
 PB0649'REFERENCE MARK NO. 2, STAMPED CRES-MULT NO 2 1953, IS A STANDARD
 PB0649'DISK SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 1
 PB0649'INCH, 55 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 97, 18 FEET
 PB0649'NORTH OF THE CENTER OF THE ROAD APPROACH, 9 FEET EAST OF A FOREST
 PB0649'REGULATION SIGN, AND 2 FEET HIGHER THAN THE STATION.  (NOTE 11A)
 PB0649'
 PB0649'THE AZIMUTH MARK, STAMPED CRES-MULT 1953, IS A STANDARD DISK SET
 PB0649'IN A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES, 49
 PB0649'FEET EAST OF THE CENTER OF U.S. HIGHWAY 97, 24 FEET NORTH OF THE
 PB0649'CENTER OF A ROAD APPROACH, 3 FEET NORTHWEST OF A PINE TREE WITH A
 PB0649'TRIANGLE BLAZE, AND 2 FEET EAST OF A METAL WITNESS POST.  (NOTE
 PB0649'16A)
 PB0649'
 PB0649'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PB0649'4-1/2 MILES SOUTH OF CRESCENT.
 PB0649
 PB0649                          STATION RECOVERY (1988)
 PB0649
 PB0649'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 PB0649'7.2 KM (4.45 MI) SOUTHERLY ALONG U.S. HIGHWAY 97 FROM THE POST OFFICE
 PB0649'IN CRESCENT, 14.6 M (47.9 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 PB0649'3.1 M (10.2 FT) SOUTH OF THE CENTER OF A TRACK ROAD, 0.3 M (1.0 FT)
 PB0649'BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) EAST OF A WITNESS
 PB0649'POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0648 ***********************************************************************
 PB0648  DESIGNATION -  CRES MULT AZ MK
 PB0648  PID         -  PB0648
 PB0648  STATE/COUNTY-  OR/KLAMATH
 PB0648  USGS QUAD   -  CRESCENT (1967)
 PB0648
 PB0648                         *CURRENT SURVEY CONTROL
 PB0648  ___________________________________________________________________
 PB0648* NAD 83(1986)-  43 23 44.     (N)    121 43 30.     (W)     SCALED    
 PB0648* NAVD 88     -      1373.236  (meters)    4505.36   (feet)  ADJUSTED  
 PB0648  ___________________________________________________________________
 PB0648  GEOID HEIGHT-         -21.25  (meters)                     GEOID03
 PB0648  DYNAMIC HT  -        1372.526 (meters)    4503.03  (feet)  COMP
 PB0648  MODELED GRAV-     980,054.2   (mgal)                       NAVD 88
 PB0648
 PB0648  VERT ORDER  -  FIRST     CLASS II
 PB0648
 PB0648.The horizontal coordinates were scaled from a topographic map and have
 PB0648.an estimated accuracy of +/- 6 seconds.
 PB0648
 PB0648.The orthometric height was determined by differential leveling
 PB0648.and adjusted in June 1991.
 PB0648
 PB0648.The geoid height was determined by GEOID03.
 PB0648
 PB0648.The dynamic height is computed by dividing the NAVD 88
 PB0648.geopotential number by the normal gravity value computed on the
 PB0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0648.degrees latitude (g = 980.6199 gals.).
 PB0648
 PB0648.The modeled gravity was interpolated from observed gravity values.
 PB0648
 PB0648;                    North         East    Units  Estimated Accuracy
 PB0648;SPC OR S     -   192,780.    1,400,770.      MT  (+/- 180 meters Scaled)
 PB0648
 PB0648                          SUPERSEDED SURVEY CONTROL
 PB0648
 PB0648.No superseded survey control is available for this station.
 PB0648
 PB0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP032055(NAD 83)
 PB0648_MARKER: DZ = AZIMUTH MARK DISK
 PB0648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0648_SP_SET: SQUARE CONCRETE MONUMENT
 PB0648_STAMPING: CRES-MULT 1953
 PB0648_MARK LOGO: CGS   
 PB0648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0648+STABILITY: SURFACE MOTION
 PB0648_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PB0648+SATELLITE: SATELLITE OBSERVATIONS - July 07, 1988
 PB0648
 PB0648  HISTORY     - Date     Condition        Report By
 PB0648  HISTORY     - 1953     MONUMENTED       CGS
 PB0648  HISTORY     - 19880707 GOOD             NGS
 PB0648
 PB0648                          STATION DESCRIPTION
 PB0648
 PB0648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 PB0648'7.6 KM (4.70 MI) SOUTHERLY ALONG U.S. HIGHWAY 97 FROM THE POST OFFICE
 PB0648'IN CRESCENT, 14.5 M (47.6 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 PB0648'0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT)
 PB0648'NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0734 ***********************************************************************
 PB0734  DESIGNATION -  CRESCENT
 PB0734  PID         -  PB0734
 PB0734  STATE/COUNTY-  OR/KLAMATH
 PB0734  USGS QUAD   -  CRESCENT (1967)
 PB0734
 PB0734                         *CURRENT SURVEY CONTROL
 PB0734  ___________________________________________________________________
 PB0734* NAD 83(1991)-  43 27 37.90221(N)    121 41 48.10090(W)     ADJUSTED  
 PB0734* NAVD 88     -      1359.     (meters)    4459.     (feet)  SCALED    
 PB0734  ___________________________________________________________________
 PB0734  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 PB0734  GEOID HEIGHT-         -21.18  (meters)                     GEOID03
 PB0734  HORZ ORDER  -  SECOND
 PB0734
 PB0734.The horizontal coordinates were established by classical geodetic methods
 PB0734.and adjusted by the National Geodetic Survey in October 1991.
 PB0734
 PB0734.The orthometric height was scaled from a topographic map.
 PB0734
 PB0734.The Laplace correction was computed from DEFLEC99 derived deflections.
 PB0734
 PB0734.The geoid height was determined by GEOID03.
 PB0734
 PB0734;                    North         East     Units Scale Factor Converg.
 PB0734;SPC OR S     -   199,959.706 1,403,164.530   MT  0.99990756   -0 49 07.4
 PB0734;SPC OR S     -   656,035.78  4,603,558.17   iFT  0.99990756   -0 49 07.4
 PB0734;UTM  10      - 4,812,782.672   605,433.960   MT  0.99973674   +0 53 47.6
 PB0734
 PB0734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PB0734!SPC OR S     -   0.99979021  x   0.99990756  =   0.99969779
 PB0734!UTM  10      -   0.99979021  x   0.99973674  =   0.99952701
 PB0734
 PB0734                          SUPERSEDED SURVEY CONTROL
 PB0734
 PB0734  NAD 83(1986)-  43 27 37.90816(N)    121 41 48.11301(W) AD(       ) 2
 PB0734  NAD 27      -  43 27 38.45750(N)    121 41 44.02290(W) AD(       ) 2
 PB0734
 PB0734.Superseded values are not recommended for survey control.
 PB0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0734.See file dsdata.txt to determine how the superseded data were derived.
 PB0734
 PB0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP0543412783(NAD 83)
 PB0734_MARKER: Z = SEE DESCRIPTION
 PB0734_SETTING: 0 = UNSPECIFIED SETTING
 PB0734_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PB0734
 PB0734  HISTORY     - Date     Condition        Report By
 PB0734  HISTORY     - 1953     MONUMENTED       USFS
 PB0734
 PB0734                          STATION DESCRIPTION
 PB0734
 PB0734'DESCRIBED BY US FOREST SERVICE 1953 (HSC)
 PB0734'THE STATION IS LOCATED IN THE VILLAGE OF CRESCENT, IN THE REAR
 PB0734'AND NEAR THE SOUTHEAST CORNER OF THE CRESCENT RANGER STATION
 PB0734'PROPERTY.  IN THE CONCRETE BASE SUPPORTING THE NORTHEAST LEG OF
 PB0734'THE WATER TOWER SERVING THE FOREST SERVICE BUILDINGS.  IT IS A
 PB0734'STANDARD FOREST SERVICE DISK, DEPT. OF AGRICULTURE AND STAMPED
 PB0734'CRESCENT 1952.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0654 ***********************************************************************
 PB0654  DESIGNATION -  CRESCENT
 PB0654  PID         -  PB0654
 PB0654  STATE/COUNTY-  OR/KLAMATH
 PB0654  USGS QUAD   -  CRESCENT (1967)
 PB0654
 PB0654                         *CURRENT SURVEY CONTROL
 PB0654  ___________________________________________________________________
 PB0654* NAD 83(1991)-  43 27 44.94650(N)    121 41 50.30478(W)     ADJUSTED  
 PB0654* NAVD 88     -      1358.422  (meters)    4456.76   (feet)  ADJUSTED  
 PB0654  ___________________________________________________________________
 PB0654  LAPLACE CORR-           2.60  (seconds)                    DEFLEC99
 PB0654  GEOID HEIGHT-         -21.17  (meters)                     GEOID03
 PB0654  DYNAMIC HT  -        1357.738 (meters)    4454.51  (feet)  COMP
 PB0654  MODELED GRAV-     980,068.3   (mgal)                       NAVD 88
 PB0654
 PB0654  HORZ ORDER  -  SECOND
 PB0654  VERT ORDER  -  FIRST     CLASS II
 PB0654
 PB0654.The horizontal coordinates were established by classical geodetic methods
 PB0654.and adjusted by the National Geodetic Survey in October 1991.
 PB0654
 PB0654.The orthometric height was determined by differential leveling
 PB0654.and adjusted in June 1991.
 PB0654
 PB0654.The Laplace correction was computed from DEFLEC99 derived deflections.
 PB0654
 PB0654.The geoid height was determined by GEOID03.
 PB0654
 PB0654.The dynamic height is computed by dividing the NAVD 88
 PB0654.geopotential number by the normal gravity value computed on the
 PB0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0654.degrees latitude (g = 980.6199 gals.).
 PB0654
 PB0654.The modeled gravity was interpolated from observed gravity values.
 PB0654
 PB0654;                    North         East     Units Scale Factor Converg.
 PB0654;SPC OR S     -   200,177.770 1,403,118.103   MT  0.99990774   -0 49 08.9
 PB0654;SPC OR S     -   656,751.21  4,603,405.85   iFT  0.99990774   -0 49 08.9
 PB0654;UTM  10      - 4,812,999.211   605,381.035   MT  0.99973660   +0 53 46.2
 PB0654
 PB0654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PB0654!SPC OR S     -   0.99979034  x   0.99990774  =   0.99969810
 PB0654!UTM  10      -   0.99979034  x   0.99973660  =   0.99952700
 PB0654
 PB0654|---------------------------------------------------------------------|
 PB0654| PID    Reference Object                     Distance      Geod. Az  |
 PB0654|                                                           dddmmss.s |
 PB0654| PB0734 CRESCENT                            222.972 METERS 16710     |
 PB0654| CD6305 CRESCENT AZ MK                                     2165034.5 |
 PB0654| CD6306 CRESCENT RM 1                        21.758 METERS 21859     |
 PB0654| PB0735 4452.215 B                           24.479 METERS 35945     |
 PB0654|---------------------------------------------------------------------|
 PB0654
 PB0654                          SUPERSEDED SURVEY CONTROL
 PB0654
 PB0654  NAD 83(1986)-  43 27 44.95242(N)    121 41 50.31689(W) AD(       ) 2
 PB0654  NAD 27      -  43 27 45.50190(N)    121 41 46.22660(W) AD(       ) 2
 PB0654  NGVD 29 (07/19/86) 1356.5    (m)         4450.     (f) VERT ANG    3  
 PB0654
 PB0654.Superseded values are not recommended for survey control.
 PB0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0654.See file dsdata.txt to determine how the superseded data were derived.
 PB0654
 PB0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP0538112999(NAD 83)
 PB0654_MARKER: DS = TRIANGULATION STATION DISK
 PB0654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0654_SP_SET: SQUARE CONCRETE MONUMENT
 PB0654_STAMPING: CRESCENT 1953
 PB0654_MARK LOGO: CGS   
 PB0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0654+STABILITY: SURFACE MOTION
 PB0654_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PB0654+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2006
 PB0654
 PB0654  HISTORY     - Date     Condition        Report By
 PB0654  HISTORY     - 1953     MONUMENTED       CGS
 PB0654  HISTORY     - 1953     GOOD             CGS
 PB0654  HISTORY     - 19880707 GOOD             NGS
 PB0654  HISTORY     - 20061021 GOOD             ORBITE
 PB0654
 PB0654                          STATION DESCRIPTION
 PB0654
 PB0654'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (HSC)
 PB0654'THE STATION IS IN CRESCENT, 1 BLOCK WEST OF U.S. HIGHWAY 97 AND
 PB0654'200 FEET SOUTH OF A TEXACO BULK PLANT.
 PB0654'
 PB0654'TO REACH FROM THE POST OFFICE IN CRESCENT, GO NORTH ON
 PB0654'U.S. HIGHWAY 97 FOR 0.2 MILE TO A CROSSROAD.  TURN LEFT, GO
 PB0654'WEST ACROSS RAILROAD TO A NORTHEAST FENCE CORNER AND THE STATION
 PB0654'MARK ON THE LEFT.
 PB0654'
 PB0654'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 PB0654'POST WHICH PROJECTS 3 INCHES.  THE MARK IS STAMPED CRESCENT
 PB0654'1953.  IT IS 85 FEET SOUTH OF A FENCE CORNER.  55 FEET WEST OF
 PB0654'A RAILROAD TRACK.  2 FEET EAST OF A FENCE LINE.  AND 2 FEET
 PB0654'SOUTH OF A WHITE WITNESS POST.
 PB0654'
 PB0654'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 PB0654'CONCRETE POST WHICH PROJECTS 3 INCHES.  THE MARK IS STAMPED
 PB0654'CRESCENT NO 1 1953.  IT IS 2 FEET EAST OF A FENCE LINE.
 PB0654'
 PB0654'USGS BENCH MARK IS A STANDARD U.S.G.S. BENCH MARK DISK SECURED
 PB0654'TO THE TOP OF AN IRON PIPE AND EMBEDDED IN A CONCRETE POST.  THE
 PB0654'DISK IS STAMPED 4452.215 B AND IT PROJECTS 8 INCHES.  IT IS 30
 PB0654'FEET SOUTH OF AN EAST - WEST FENCE LINE.
 PB0654'
 PB0654'CRESCENT USFS IS A STANDARD FOREST SERVICE DISK SET IN A DRILL
 PB0654'HOLE IN THE NORTHEAST CONCRETE FOOTING OF A WATER TOWER AT THE
 PB0654'CRESCENT RANGER STATION.  THE DISK IS STAMPED CRESCENT AND IT
 PB0654'PROJECTS 1 FOOT.
 PB0654'
 PB0654'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 PB0654'POST.  THE MARK IS STAMPED CRESCENT 1953, AND IT PROJECTS 3
 PB0654'INCHES.  THE MARK IS 0.4 MILE SOUTH OF THE STATION.  30 FEET
 PB0654'EAST OF A RAILROAD TRACK.  2 FEET NORTHWEST OF A POWER LINE POLE
 PB0654'WHICH HAS A TRANSFORMER ON.  AND 1 FOOT NORTH OF A WHITE WITNESS
 PB0654'POST.
 PB0654'
 PB0654'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ALONG THE
 PB0654'WEST SIDE OF THE RAILROAD TRACK FOR 0.4 MILE TO A RAILROAD
 PB0654'CROSSING AND THE AZIMUTH MARK 30 YARDS SOUTHEAST OF THIS POINT.
 PB0654'
 PB0654'HEIGHT OF LIGHT ABOVE STATION MARK 26.2 METERS.
 PB0654
 PB0654                          STATION RECOVERY (1953)
 PB0654
 PB0654'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 PB0654'RECOVERED IN GOOD CONDITION.
 PB0654
 PB0654                          STATION RECOVERY (1988)
 PB0654
 PB0654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 PB0654'IN CRESCENT, AT THE INTERSECTION OF KLAMATH NORTHERN RAILROAD AND
 PB0654'CRESCENT ROAD, 35.8 M (117.5 FT) SOUTHWEST OF THE CENTERLINE OF THE
 PB0654'ROAD, 16.8 M (55.1 FT) NORTHWEST OF THE NEAR RAIL, 0.3 M (1.0 FT)
 PB0654'SOUTHEAST OF A FENCE, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE TRACKS,
 PB0654'AND IN TOP OF A CONCRETE POST THAT IS 0.13 M (0.4 FT) BELOW THE
 PB0654'GROUND SURFACE.
 PB0654
 PB0654                          STATION RECOVERY (2006)
 PB0654
 PB0654'RECOVERY NOTE BY ORBITECH INC 2006 (SHG)
 PB0654'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1920 ***********************************************************************
 QE1920  DESIGNATION -  CRESCENT
 QE1920  PID         -  QE1920
 QE1920  STATE/COUNTY-  OR/POLK
 QE1920  USGS QUAD   -  SALEM WEST (1986)
 QE1920
 QE1920                         *CURRENT SURVEY CONTROL
 QE1920  ___________________________________________________________________
 QE1920* NAD 83(1991)-  44 57 00.78672(N)    123 04 04.52996(W)     ADJUSTED  
 QE1920* NAVD 88     -       108.3    (meters)     355.     (feet)  VERTCON   
 QE1920  ___________________________________________________________________
 QE1920  LAPLACE CORR-          -6.75  (seconds)                    DEFLEC99
 QE1920  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 QE1920  HORZ ORDER  -  SECOND
 QE1920
 QE1920.The horizontal coordinates were established by classical geodetic methods
 QE1920.and adjusted by the National Geodetic Survey in October 1991.
 QE1920
 QE1920.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE1920.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE1920
 QE1920.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE1920
 QE1920.The geoid height was determined by GEOID03.
 QE1920
 QE1920;                    North         East     Units Scale Factor Converg.
 QE1920;SPC OR N     -   145,849.873 2,297,406.004   MT  0.99990182   -1 49 16.1
 QE1920;SPC OR N     -   478,510.08  7,537,421.27   iFT  0.99990182   -1 49 16.1
 QE1920;UTM  10      - 4,977,422.578   494,641.838   MT  0.99960035   -0 02 52.8
 QE1920
 QE1920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE1920!SPC OR N     -   0.99998659  x   0.99990182  =   0.99988841
 QE1920!UTM  10      -   0.99998659  x   0.99960035  =   0.99958694
 QE1920
 QE1920:                Primary Azimuth Mark                     Grid Az
 QE1920:SPC OR N     -  BLANKLEY                                 318 20 07.4
 QE1920:UTM  10      -  BLANKLEY                                 316 33 44.1
 QE1920
 QE1920|---------------------------------------------------------------------|
 QE1920| PID    Reference Object                     Distance      Geod. Az  |
 QE1920|                                                           dddmmss.s |
 QE1920| QE1928 BLANKLEY                            APPROX. 2.4 KM 3163051.3 |
 QE1920|---------------------------------------------------------------------|
 QE1920
 QE1920                          SUPERSEDED SURVEY CONTROL
 QE1920
 QE1920  NAD 83(1986)-  44 57 00.81090(N)    123 04 04.54509(W) AD(       ) 2
 QE1920  NAD 27      -  44 57 01.38087(N)    123 04 00.19561(W) AD(       ) 2
 QE1920  NGVD 29 (07/19/86)  107.3    (m)          352.     (f) VERT ANG    3  
 QE1920
 QE1920.Superseded values are not recommended for survey control.
 QE1920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1920.See file dsdata.txt to determine how the superseded data were derived.
 QE1920
 QE1920_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ9464277423(NAD 83)
 QE1920_MARKER: Z = SEE DESCRIPTION
 QE1920_SETTING: 0 = UNSPECIFIED SETTING
 QE1920_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE1920
 QE1920  HISTORY     - Date     Condition        Report By
 QE1920  HISTORY     - 1971     MONUMENTED       OR1810
 QE1920  HISTORY     - 19961005 MARK NOT FOUND   USPSQD
 QE1920
 QE1920                          STATION DESCRIPTION
 QE1920
 QE1920'DESCRIBED BY CITY OF SALEM OREGON 1971 (LGH)
 QE1920'THE STATION IS ABOUT 2 MILES NORTHWEST OF SALEM IN THE NW 1/4 OF
 QE1920'SEC. 21, T7S R3W.
 QE1920'
 QE1920'TO REACH THE STATION FROM THE INTERSECTION OF WALLACE ROAD AND
 QE1920'EDGEWATER STREET GO NORTHWESTERLY ON WALLACE ROAD 0.4 MILE TO THE
 QE1920'INTERSECTION OF GLEN CREEK ROAD, TURN LEFT ON GLEN CREEK ROAD AND
 QE1920'GO 0.84 MILE, STATION IS ON THE RIGHT SIDE OF GLEN CREEK ROAD
 QE1920'OPPOSITE CRESCENT PLACE.
 QE1920'
 QE1920'THE STATION MARK IS A CITY OF SALEM BRASS DISK STAMPED CRESCENT
 QE1920'1971, SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE POST AND
 QE1920'IS ABOUT LEVEL WITH THE GROUND SURFACE.  THE STATION IS 92.7 FEET
 QE1920'E OF POWER POLE NUMBER C 73-21,9672, 35.5 FEET NE OF POWER POLE
 QE1920'NUMBER DFP8, P-60 AND 3 FEET W OF A METAL WITNESS POST.  THE
 QE1920'UNDERGROUND MARK IS AN ALUMINUM CAP ON AN IRON ROD SET IN A 6
 QE1920'INCH CYLINDRICAL CONCRETE POST ABOUT 36 INCHES BELOW THE GROUND
 QE1920'SURFACE.
 QE1920'
 QE1920'HEIGHT OF LIGHT ABOVE STATION MARK 1.46 METERS.
 QE1920
 QE1920                          STATION RECOVERY (1996)
 QE1920
 QE1920'RECOVERY NOTE BY US POWER SQUADRON 1996
 QE1920'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1007 ***********************************************************************
 OA1007  DESIGNATION -  CRESSWELL
 OA1007  PID         -  OA1007
 OA1007  STATE/COUNTY-  OR/CURRY
 OA1007  USGS QUAD   -  BROOKINGS (1986)
 OA1007
 OA1007                         *CURRENT SURVEY CONTROL
 OA1007  ___________________________________________________________________
 OA1007* NAD 83(1991)-  42 06 07.20695(N)    124 21 04.59531(W)     ADJUSTED  
 OA1007* NAVD 88     -        50.     (meters)     164.     (feet)  SCALED    
 OA1007  ___________________________________________________________________
 OA1007  LAPLACE CORR-          13.75  (seconds)                    DEFLEC99
 OA1007  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 OA1007  HORZ ORDER  -  THIRD
 OA1007
 OA1007.The horizontal coordinates were established by classical geodetic methods
 OA1007.and adjusted by the National Geodetic Survey in October 1991.
 OA1007
 OA1007.The orthometric height was scaled from a topographic map.
 OA1007
 OA1007.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1007
 OA1007.The geoid height was determined by GEOID03.
 OA1007
 OA1007;                    North         East     Units Scale Factor Converg.
 OA1007;SPC OR S     -    55,684.380 1,181,520.070   MT  1.00006626   -2 38 05.4
 OA1007;SPC OR S     -   182,691.54  3,876,378.18   iFT  1.00006626   -2 38 05.4
 OA1007;SPC CA 1     -   810,064.168 1,805,502.528   MT  1.00013978   -1 32 14.9
 OA1007;SPC CA 1     - 2,657,685.52  5,923,552.88   sFT  1.00013978   -1 32 14.9
 OA1007;UTM  10      - 4,661,984.926   388,268.330   MT  0.99975361   -0 54 21.8
 OA1007
 OA1007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1007!SPC OR S     -   0.99999657  x   1.00006626  =   1.00006283
 OA1007!SPC CA 1     -   0.99999657  x   1.00013978  =   1.00013635
 OA1007!UTM  10      -   0.99999657  x   0.99975361  =   0.99975018
 OA1007
 OA1007:                Primary Azimuth Mark                     Grid Az
 OA1007:SPC OR S     -  BELLEVUE                                 020 41 53.7
 OA1007:SPC CA 1     -  BELLEVUE                                 019 36 03.2
 OA1007:UTM  10      -  BELLEVUE                                 018 58 10.1
 OA1007
 OA1007|---------------------------------------------------------------------|
 OA1007| PID    Reference Object                     Distance      Geod. Az  |
 OA1007|                                                           dddmmss.s |
 OA1007| OA0990 BELLEVUE                            APPROX. 1.4 KM 0180348.3 |
 OA1007|---------------------------------------------------------------------|
 OA1007
 OA1007                          SUPERSEDED SURVEY CONTROL
 OA1007
 OA1007  NAD 83(1986)-  42 06 07.19451(N)    124 21 04.59668(W) AD(       ) 3
 OA1007  NAD 27      -  42 06 07.80000(N)    124 21 00.21000(W) AD(       ) 3
 OA1007
 OA1007.Superseded values are not recommended for survey control.
 OA1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1007.See file dsdata.txt to determine how the superseded data were derived.
 OA1007
 OA1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCM8826861985(NAD 83)
 OA1007
 OA1007  HISTORY     - Date     Condition        Report By
 OA1007  HISTORY     - 1871     MONUMENTED       CGS
 OA1007  HISTORY     - 1933     SEE DESCRIPTION  ORGS
 OA1007
 OA1007                          STATION DESCRIPTION
 OA1007
 OA1007'DESCRIBED BY COAST AND GEODETIC SURVEY 1871 (AWC)
 OA1007'VERY NEAR THE EDGE OF THE BLUFF BEYOND CRESSWELLS HOUSE.
 OA1007'
 OA1007'THE STATION IS MARKED ABOUT 2-1/2 FEET UNDERGROUND BY A
 OA1007'BOTTLE.  THREE STAKES AROUND THE STATION BEAR N, S AND E (MAGNETIC)
 OA1007'AND ARE DISTANT 0.91 METER.
 OA1007
 OA1007                          STATION RECOVERY (1933)
 OA1007
 OA1007'RECOVERY NOTE BY OREGON GEODETIC SURVEY 1933
 OA1007'STATION RECOVERED AS DESCRIBED.  MARK IN GOOD CONDITION.  STATION
 OA1007'IS ABOUT 5.25 MILES AIR LINE NW OF BROOKINGS.  THE STATION IS
 OA1007'SITUATED ON CAPE FERRELO ABOUT 400 FEET S OF THE EXTREME WESTERN
 OA1007'POINT OF THE CAPE.  IT IS ON THE SW SIDE OF THE CENTER ONE OF
 OA1007'THREE SMALL HILLS THAT FORM THE END OF THE RIDGE RUNNING DOWN TO
 OA1007'THE CAPE.  THE ELEVATION IS ABOUT 225 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2033 ***********************************************************************
 RD2033  DESIGNATION -  CREST
 RD2033  PID         -  RD2033
 RD2033  STATE/COUNTY-  OR/TILLAMOOK
 RD2033  USGS QUAD   -  NEHALEM (1985)
 RD2033
 RD2033                         *CURRENT SURVEY CONTROL
 RD2033  ___________________________________________________________________
 RD2033* NAD 83(1991)-  45 42 02.27517(N)    123 55 27.47117(W)     ADJUSTED  
 RD2033* NAVD 88     -        10.     (meters)      33.     (feet)  SCALED    
 RD2033  ___________________________________________________________________
 RD2033  LAPLACE CORR-          22.32  (seconds)                    DEFLEC99
 RD2033  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 RD2033  HORZ ORDER  -  THIRD
 RD2033
 RD2033.The horizontal coordinates were established by classical geodetic methods
 RD2033.and adjusted by the National Geodetic Survey in October 1991.
 RD2033
 RD2033.The orthometric height was scaled from a topographic map.
 RD2033
 RD2033.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2033
 RD2033.The geoid height was determined by GEOID03.
 RD2033
 RD2033;                    North         East     Units Scale Factor Converg.
 RD2033;SPC OR N     -   231,672.031 2,233,412.178   MT  0.99993766   -2 25 42.5
 RD2033;SPC OR N     -   760,078.84  7,327,467.78   iFT  0.99993766   -2 25 42.5
 RD2033;UTM  10      - 5,061,201.934   428,044.575   MT  0.99966365   -0 39 41.6
 RD2033
 RD2033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2033!SPC OR N     -   1.00000199  x   0.99993766  =   0.99993965
 RD2033!UTM  10      -   1.00000199  x   0.99966365  =   0.99966564
 RD2033
 RD2033|---------------------------------------------------------------------|
 RD2033| PID    Reference Object                     Distance      Geod. Az  |
 RD2033|                                                           dddmmss.s |
 RD2033| DD9569 CREST RM 1                           13.216 METERS 03126     |
 RD2033| DD9570 CREST RM 2                            7.999 METERS 09702     |
 RD2033| RD2061 NEHALEM RIVER DAY BEACON 5          APPROX. 3.4 KM 1010051.8 |
 RD2033| RD2058 WHEELER LEWIS SHINGLE CO SPAR       APPROX. 3.5 KM 1025038.0 |
 RD2033| RD2056 NEHALEM RIVER DAY BEACON 4          APPROX. 2.2 KM 1265337.5 |
 RD2033| RD2027 NEHALEM R CURTIS MOORAGE W GAB      APPROX. 2.2 KM 1273527.6 |
 RD2033| RD2030 NEHALEM RIVER DAY BEACON 3          APPROX. 1.1 KM 1313711.8 |
 RD2033| RD2059 SOUTH                               APPROX. 1.7 KM 1353420.5 |
 RD2033|---------------------------------------------------------------------|
 RD2033
 RD2033                          SUPERSEDED SURVEY CONTROL
 RD2033
 RD2033  NAD 83(1986)-  45 42 02.30508(N)    123 55 27.45870(W) AD(       ) 3
 RD2033  NAD 27      -  45 42 02.92500(N)    123 55 22.97400(W) AD(       ) 3
 RD2033
 RD2033.Superseded values are not recommended for survey control.
 RD2033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2033.See file dsdata.txt to determine how the superseded data were derived.
 RD2033
 RD2033_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR2804561202(NAD 83)
 RD2033_MARKER: Z = SEE DESCRIPTION
 RD2033_SETTING: 0 = UNSPECIFIED SETTING
 RD2033_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RD2033+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2007
 RD2033
 RD2033  HISTORY     - Date     Condition        Report By
 RD2033  HISTORY     - 1954     MONUMENTED       CGS
 RD2033  HISTORY     - 1966     SEE DESCRIPTION  CGS
 RD2033  HISTORY     - 1978     SEE DESCRIPTION  NGS
 RD2033  HISTORY     - 20070516 GOOD             DWELLM
 RD2033
 RD2033                          STATION DESCRIPTION
 RD2033
 RD2033'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (FN)
 RD2033'LOCATED 1.4 MILES SOUTH-SOUTHEAST OF MANZANITA, ABOUT 400 FEET
 RD2033'WEST OF NEHALEM BAY ON TOP OF A PROMINENT DUNE WITH TREES ON TOP,
 RD2033'ON THE NORTH SIDE OF A WIDE BREAK BETWEEN THE TREES, 6 METERS
 RD2033'NORTHWEST OF THE SOUTHEAST EDGE OF THE DUNE, 5 METERS NORTHEAST
 RD2033'OF THE SOUTHWEST EDGE, 5.5 METERS SOUTH OF THE NORTH EDGE, 10.02
 RD2033'METERS SOUTHWEST OF A TRIANGULAR BLAZE ON A 24-INCH SPRUCE, 4.64
 RD2033'METERS EAST OF A TRIANGULAR BLAZE ON A 20-INCH SPRUCE AND 0.97
 RD2033'METERS EAST OF A 4X4-INCH WHITE WITNESS POST PROJECTING 3
 RD2033'FEET.
 RD2033'
 RD2033'SURFACE MARK IS A STANDARD TRIANGULATION DISK STAMPED CREST 1954
 RD2033'AND BRAZED TO A 1-INCH COPPER PIPE PROJECTING ABOUT 15 INCHES.
 RD2033'
 RD2033'SUB-SURFACE MARK IS A STANDARD TRIANGULATION DISK STAMPED CREST
 RD2033'1954 AND SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 3 FEET BELOW
 RD2033'THE SURFACE.
 RD2033'
 RD2033'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION, ABOUT 2 FEET
 RD2033'LOWER AND ON A SPUR OF THE DUNE AT THE TOP OF A SHARP BREAK IN
 RD2033'GRADE.  IT IS A STANDARD REFERENCE DISK STAMPED CREST NO 1 1954 AND
 RD2033'BRAZED TO THE TOP OF A 1-INCH COPPER PIPE PROJECTING ABOUT 1 FOOT.
 RD2033'
 RD2033'REFERENCE MARK NO. 2 IS EAST OF THE STATION AND ABOUT 10 FEET
 RD2033'LOWER.  IT IS A STANDARD REFERENCE DISK STAMPED CREST NO 2 1954
 RD2033'AND BRAZED TO THE TOP OF A 1-INCH COPPER PIPE PROJECTING ABOUT
 RD2033'1 FOOT.
 RD2033'
 RD2033'NO AZIMUTH MARK WAS SET.  STATION MANZANITA 1926 MAY BE USED
 RD2033'FOR AN AZIMUTH MARK.
 RD2033'
 RD2033'TO REACH THE STATION FROM THE INTERSECTION OF LANEDA AVENUE
 RD2033'WITH FIRST STREET IN MANZANITA, PROCEED SOUTH ON FIRST STREET 1.05
 RD2033'MILES TO END OF ROAD, THENCE PACK EAST ACROSS SPARSELY COVERED
 RD2033'SAND TO TOP OF DUNE AND STATION.  STATION MAY ALSO BE REACHED
 RD2033'FROM NEHALEM BAY BY BOAT AT OR NEAR HIGH TIDE.  BOATS MAY BE
 RD2033'RENTED IN WHEELER OR ANY FISHING RESORT BETWEEN WHEELER AND THE
 RD2033'RIVER MOUTH.
 RD2033
 RD2033                          STATION RECOVERY (1966)
 RD2033
 RD2033'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JCL)
 RD2033'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE RECOVERED AND
 RD2033'FOUND IN GOOD CONDITION.  THE STATION MARK WAS RECOVERED IN ONLY
 RD2033'FAIR CONDITION AS THE PIPE TO WHICH THE STATION MARK HAS BEEN
 RD2033'BRAZED HAS BEEN SLIGHTLY BENT BY VANDALS.  TO INSURE ACCURACY,
 RD2033'BEFORE USING THIS STATION AGAIN THE SUB-SURFACE SHOULD BE
 RD2033'UN-COVERED AND USED.  SOME CRIBBING WAS BUILT AROUND THE STATION
 RD2033'MARK IN AN EFFORT TO REDUCE CHANCES OF FURTHER DAMAGE BY
 RD2033'VANDALS.  LANDMARKS HAVE CHANGED.  A NEW AND COMPLETE RECOVERY
 RD2033'NOTE FOLLOWS.
 RD2033'
 RD2033'THE STATION IS 1-1/2 MILES SOUTHEAST OF MANZANITA ON A PROMINENT
 RD2033'SAND DUNE THAT HAS GRASS AND TREES ON IT.
 RD2033'
 RD2033'TO REACH THE STATION FROM THE MANZANITA POST OFFICE GO WEST ON
 RD2033'LANEDA AVENUE FOR 0.2 MILE TO CARMEL AVENUE, TURN LEFT AND GO SOUTH
 RD2033'ON CARMEL AVENUE FOR 1.05 MILE TO A MACADAM SIDE ROAD LEFT, TURN
 RD2033'LEFT AND GO EAST FOR 0.1 MILE TO A MACADAM ROAD SOUTH TO THE
 RD2033'AIRPORT, TURN RIGHT AND GO SOUTHEAST ON THE MACADAM ROAD FOR 0.3
 RD2033'MILE TO THE NORTHEAST CORNER OF THE AIRPORT AND THE END OF TRUCK
 RD2033'TRAVEL.  PACK EAST FOR ABOUT 5 MINUTES TO THE FIRST PROMINENT
 RD2033'DUNE AND STATION.
 RD2033'
 RD2033'THE STATION MARK, STAMPED CREST 1954, IS A STANDARD DISK BRAZED
 RD2033'TO A 1-INCH PIPE THAT PROJECTS 1 FOOT.  IT IS 33 FEET SOUTHWEST
 RD2033'OF A SPRUCE TREE WITH A TRIANGLE BLAZE, 15 FEET EAST OF SPRUCE
 RD2033'TREE WITH A HYDRO-SIGNAL NAILED ON IT AND 1 FOOT NORTH OF A METAL
 RD2033'WITNESS POST.
 RD2033'
 RD2033'REFERENCE MARK NO. 1, STAMPED CREST NO 1 1954, IS A STANDARD DISK
 RD2033'BRAZED TO A 1-INCH COPPER PIPE THAT PROJECTS 1 FOOT, 44 FEET
 RD2033'NORTHEAST OF THE WITNESS POST, 15 FEET NORTHWEST OF THE SPRUCE
 RD2033'TREE WITH A TRIANGLE BLAZE AND 1 FOOT BELOW STATION ELEVATION.
 RD2033'
 RD2033'REFERENCE MARK NO. 2, STAMPED CREST NO 2 1954, IS A STANDARD
 RD2033'DISK BRAZED TO A 1-INCH COPPER PIPE THAT PROJECTS 1 FOOT, 12 FEET
 RD2033'SOUTH OF THE SPRUCE TREE WITH THE TRIANGLE BLAZE, 2 FEET WEST OF A
 RD2033'WITNESS POST AND 3 FEET BELOW STATION ELEVATION.
 RD2033
 RD2033                          STATION RECOVERY (1978)
 RD2033
 RD2033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 RD2033'REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2 WERE RECOVERED IN
 RD2033'GOOD CONDITION.  THE STATION MARK HAD BEEN DESTROYED.  THE
 RD2033'UNDERGROUND MARK WAS UNCOVERED, AND FOUND IN GOOD CONDITION.  A
 RD2033'NEW SURFACE STATION MARK WAS ESTABLISHED.  A DIFFERENCE WAS FOUND
 RD2033'IN THE HORIZONTAL ANGLE TO THE REFERENCE MARKS.  A DIFFERENCE WAS
 RD2033'FOUND IN THE HORIZONTAL DISTANCE TO THE REFERENCE MARKS.  A NEW
 RD2033'AND COMPLETE DESCRIPTION FOLLOWS.
 RD2033'
 RD2033'THE STATION IS ON GOVERNMENT OWNED LAND.
 RD2033'
 RD2033'TO REACH THE STATION FROM THE MANZANITA POST OFFICE, GO WEST ON
 RD2033'LANEDA AVENUE FOR 0.2 MILE, TURN LEFT, AND GO SOUTH ON CARMEL
 RD2033'AVENUE, AND THE MACADAM ROAD PARALLELING THE BEACH FOR 1.05 MILE
 RD2033'TO A SIDE ROAD LEFT AT THE SIGN, STATE PARK - AIRPORT, TURN LEFT
 RD2033'AS PER SIGN, AND GO EAST FOR 0.1 MILE TO WHERE THE ROAD TURNS
 RD2033'SOUTHERLY, TURN RIGHT AS PER SIGN, AIRPORT, AND GO SOUTHEAST FOR
 RD2033'0.3 MILE TO THE END OF THE ROAD AT THE NORTHWEST CORNER OF THE
 RD2033'AIRPORT, AND THE END OF TRUCK TRAVEL.  HIKE EAST ACROSS THE
 RD2033'END OF THE AIRPORT TO THE BASE OF THE SAND DUNE, THEN HIKE
 RD2033'SOUTHEAST TO THE SUMMIT OF THE SAND DUNE, AND STATION.  LENGTH
 RD2033'OF PACK IS 1/3 OF AN HOUR.
 RD2033'
 RD2033'THE STATION MARK, STAMPED CREST 1954 1978, IS A STANDARD DISK SET
 RD2033'IN A ROUND CONCRETE MONUMENT THAT PROJECTS 3-INCHES, 0.25 MILE
 RD2033'NORTHEAST OF THE WIND SOCK, 35 FEET WEST OF A LARGE SPREADING
 RD2033'SPRUCE TREE WITH THE TOP BROKEN OUT OF IT, 18 FEET EAST OF AN
 RD2033'OLD SPRUCE SNAG ABOUT 25 FEET HIGH, AND 3 FEET NORTH OF A METAL
 RD2033'WITNESS POST.  (NOTE 1B AND 7A)
 RD2033'
 RD2033'REFERENCE MARK NO. 1, STAMPED CREST NO 1 1954, IS A STANDARD DISK
 RD2033'BRAZED TO A 1-INCH PIPE THAT PROJECTS 6-INCHES, 25 FEET
 RD2033'NORTH-NORTHEAST OF THE LARGE SPRUCE TREE, AND 4 FEET LOWER THAN
 RD2033'THE STATION.
 RD2033'
 RD2033'REFERENCE MARK NO. 2, STAMPED CREST NO 2 1954, IS A STANDARD
 RD2033'DISK BRAZED TO A 1-INCH PIPE THAT PROJECTS 2-INCHES, 20 FEET
 RD2033'SOUTH OF THE LARGE SPRUCE TREE, 1-FOOT WEST OF A WOODEN WITNESS
 RD2033'POST, AND 8 FEET LOWER THAN THE STATION.
 RD2033'
 RD2033'NOTE--THERE IS A HIGHER SAND DUNE WITH MORE TREES, AND BRUSH ON
 RD2033'IT TO THE NORTHEAST OF THE STATION ABOUT 0.1 MILE.
 RD2033'
 RD2033'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RD2033'1-1/2 MILES SOUTHEAST OF MANZANITA.
 RD2033
 RD2033                          STATION RECOVERY (2007)
 RD2033
 RD2033'RECOVERY NOTE BY D WELLMAN SURVEYING LLC 2007 (DHW)
 RD2033'MARK RECOVERED IN HEAVY BRUSH, SCOTCH BROOM AND TIMBER AT TOP OF OLD
 RD2033'SAND DUNE.  REFERENCED LANDMARKS OF OLD SPREADING SPRUCE (BLOWN DOWN)
 RD2033'AND OLD SPRUCE SNAG (ROTTEN STUB) ARE NOT EASILY RECOGNIZED.  GENERAL
 RD2033'DIRECTIONS TO MARK STILL APPLY
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2554 ***********************************************************************
 RD2554  DESIGNATION -  CREST
 RD2554  PID         -  RD2554
 RD2554  STATE/COUNTY-  OR/MULTNOMAH
 RD2554  USGS QUAD   -  LAKE OSWEGO (1984)
 RD2554
 RD2554                         *CURRENT SURVEY CONTROL
 RD2554  ___________________________________________________________________
 RD2554* NAD 83(1991)-  45 29 56.22203(N)    122 42 29.47981(W)     ADJUSTED  
 RD2554* NAVD 88     -       326.     (meters)    1070.     (feet)  SCALED    
 RD2554  ___________________________________________________________________
 RD2554  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 RD2554  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 RD2554  HORZ ORDER  -  THIRD
 RD2554
 RD2554.The horizontal coordinates were established by classical geodetic methods
 RD2554.and adjusted by the National Geodetic Survey in October 1991.
 RD2554
 RD2554.The orthometric height was scaled from a topographic map.
 RD2554
 RD2554.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2554
 RD2554.The geoid height was determined by GEOID03.
 RD2554
 RD2554;                    North         East     Units Scale Factor Converg.
 RD2554;SPC OR N     -   205,965.986 2,327,445.848   MT  0.99991117   -1 33 57.7
 RD2554;SPC OR N     -   675,741.42  7,635,977.19   iFT  0.99991117   -1 33 57.7
 RD2554;SPC WA S     -    20,824.854   327,415.607   MT  1.00009252   -1 36 14.5
 RD2554;SPC WA S     -    68,322.88  1,074,196.04   sFT  1.00009252   -1 36 14.5
 RD2554;UTM  10      - 5,038,421.324   522,798.695   MT  0.99960639   +0 12 29.3
 RD2554
 RD2554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2554!SPC OR N     -   0.99995246  x   0.99991117  =   0.99986363
 RD2554!SPC WA S     -   0.99995246  x   1.00009252  =   1.00004497
 RD2554!UTM  10      -   0.99995246  x   0.99960639  =   0.99955887
 RD2554
 RD2554                          SUPERSEDED SURVEY CONTROL
 RD2554
 RD2554  NAD 83(1986)-  45 29 56.24124(N)    122 42 29.48483(W) AD(       ) 3
 RD2554  NAD 27      -  45 29 56.82600(N)    122 42 25.12500(W) AD(       ) 3
 RD2554
 RD2554.Superseded values are not recommended for survey control.
 RD2554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2554.See file dsdata.txt to determine how the superseded data were derived.
 RD2554
 RD2554_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER2279938421(NAD 83)
 RD2554
 RD2554  HISTORY     - Date     Condition        Report By
 RD2554  HISTORY     - 1913     MONUMENTED       CGS
 RD2554  HISTORY     - 1934     SEE DESCRIPTION  ORGS
 RD2554  HISTORY     - 1941     SEE DESCRIPTION  CGS
 RD2554  HISTORY     - 19940219 MARK NOT FOUND   USPSQD
 RD2554
 RD2554                          STATION DESCRIPTION
 RD2554
 RD2554'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (EES)
 RD2554'THE STATION IS THE FLAGPOLE IN THE CENTER OF THE OBSERVATION
 RD2554'TOWER ON THE HIGHEST POINT IN THE WELL-KNOWN COUNCIL CREST PARK,
 RD2554'AT AN ELEVATION OF ABOUT 1,100 FEET.  THE TOWER IS ABOUT 40 FEET
 RD2554'SQUARE.
 RD2554
 RD2554                          STATION RECOVERY (1934)
 RD2554
 RD2554'RECOVERY NOTE BY OREGON GEODETIC SURVEY 1934
 RD2554'STATION IS THE CENTER OF THE FLAGPOLE IN THE CENTER OF THE
 RD2554'OBSERVATION TOWER ON THE SUMMIT OF COUNCIL CREST, A WELL-KNOWN
 RD2554'LANDMARK IN THE CITY OF PORTLAND, ELEVATION ABOUT 1,100 FEET.  IN
 RD2554'1934 IT WAS REPORTED THAT THE POLE HAD BEEN CUT DOWN TO MAKE
 RD2554'ROOM FOR THE STANDARD OIL COMPANY AIRWAY BEACON, A REVOLVING
 RD2554'WHITE LIGHT WITH LETTERS FLASHING S.O. IN RED.  THE STUB OF THE
 RD2554'POLE REMAINS AND THE POINT MAY BE OCCUPIED.  THE CENTER OF THE
 RD2554'REVOLVING LIGHT IS ABOUT 10 FEET SW OF THE STATION.
 RD2554
 RD2554                          STATION RECOVERY (1941)
 RD2554
 RD2554'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (LAM)
 RD2554'IN DECEMBER 1941, COUNCIL CREST TOWER WAS TORN DOWN AND STATION
 RD2554'IS DESTROYED.
 RD2554
 RD2554                          STATION RECOVERY (1994)
 RD2554
 RD2554'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD2554'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1879 ***********************************************************************
 QE1879  DESIGNATION -  CREST
 QE1879  PID         -  QE1879
 QE1879  STATE/COUNTY-  OR/MARION
 QE1879  USGS QUAD   -  SALEM WEST (1986)
 QE1879
 QE1879                         *CURRENT SURVEY CONTROL
 QE1879  ___________________________________________________________________
 QE1879* NAD 83(1991)-  44 53 10.10406(N)    123 05 31.05006(W)     ADJUSTED  
 QE1879* NAVD 88     -       210.5    (meters)     691.     (feet)  VERTCON   
 QE1879  ___________________________________________________________________
 QE1879  LAPLACE CORR-          -5.24  (seconds)                    DEFLEC99
 QE1879  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 QE1879  HORZ ORDER  -  SECOND
 QE1879
 QE1879.The horizontal coordinates were established by classical geodetic methods
 QE1879.and adjusted by the National Geodetic Survey in October 1991.
 QE1879
 QE1879.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE1879.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE1879
 QE1879.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE1879
 QE1879.The geoid height was determined by GEOID03.
 QE1879
 QE1879;                    North         East     Units Scale Factor Converg.
 QE1879;SPC OR N     -   138,793.712 2,295,282.163   MT  0.99990668   -1 50 17.5
 QE1879;SPC OR N     -   455,359.95  7,530,453.29   iFT  0.99990668   -1 50 17.5
 QE1879;UTM  10      - 4,970,306.238   492,737.935   MT  0.99960065   -0 03 53.6
 QE1879
 QE1879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE1879!SPC OR N     -   0.99997056  x   0.99990668  =   0.99987724
 QE1879!UTM  10      -   0.99997056  x   0.99960065  =   0.99957122
 QE1879
 QE1879:                Primary Azimuth Mark                     Grid Az
 QE1879:SPC OR N     -  KURTH                                    058 26 09.2
 QE1879:UTM  10      -  KURTH                                    056 39 45.3
 QE1879
 QE1879|---------------------------------------------------------------------|
 QE1879| PID    Reference Object                     Distance      Geod. Az  |
 QE1879|                                                           dddmmss.s |
 QE1879| QE1884 KURTH                               APPROX. 2.1 KM 0563551.7 |
 QE1879|---------------------------------------------------------------------|
 QE1879
 QE1879                          SUPERSEDED SURVEY CONTROL
 QE1879
 QE1879  NAD 83(1986)-  44 53 10.12838(N)    123 05 31.06629(W) AD(       ) 2
 QE1879  NAD 27      -  44 53 10.69683(N)    123 05 26.71752(W) AD(       ) 2
 QE1879  NGVD 29 (07/19/86)  209.5    (m)          687.     (f) VERT ANG    3  
 QE1879
 QE1879.Superseded values are not recommended for survey control.
 QE1879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1879.See file dsdata.txt to determine how the superseded data were derived.
 QE1879
 QE1879_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ9273870306(NAD 83)
 QE1879_MARKER: Z = SEE DESCRIPTION
 QE1879_SETTING: 0 = UNSPECIFIED SETTING
 QE1879_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE1879
 QE1879  HISTORY     - Date     Condition        Report By
 QE1879  HISTORY     - 1972     MONUMENTED       OR1810
 QE1879
 QE1879                          STATION DESCRIPTION
 QE1879
 QE1879'DESCRIBED BY CITY OF SALEM OREGON 1972 (LGH)
 QE1879'THE STATION IS ABOUT 5 MILES SOUTHWEST OF SALEM IN THE SE 1/4 OF
 QE1879'SEC. 7, T8S R3W.
 QE1879'
 QE1879'TO REACH THE STATION FROM THE CITY OF SALEM CIVIC CENTER, GO
 QE1879'SOUTH 0.48 MILE ON COMMERCIAL STREET TO THE INTERSECTION OF
 QE1879'COMMERCIAL STREET AND OWENS STREET, TURN RIGHT ON OWENS STREET,
 QE1879'FOLLOW OWENS STREET AND SOUTH RIVER ROAD 2.1 MILES SOUTHWESTERLY
 QE1879'TO THE INTERSECTION OF SOUTH RIVER ROAD AND CROISAN CREEK ROAD,
 QE1879'TURN LEFT ON CROISAN CREEK ROAD AND GO 2.15 MILES TO THE
 QE1879'INTERSECTION OF CROISAN CREEK ROAD AND KUBLER ROAD, TURN RIGHT
 QE1879'ON KUBLER ROAD AND GO 0.36 MILE TO THE INTERSECTION OF KUBLER
 QE1879'ROAD AND VIEWCREST ROAD, TURN RIGHT ON VIEWCREST ROAD AND GO
 QE1879'0.3 MILE TO STATION ON LEFT SIDE OF ROAD.
 QE1879'
 QE1879'THE STATION MARK IS A CITY OF SALEM BRASS DISK STAMPED CREST
 QE1879'1972, SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE POST AND
 QE1879'IS ABOUT LEVEL WITH THE GROUND SURFACE.  THE STATION IS 23.3 FEET
 QE1879'NW OF POWER POLE NUMBER 1168, 308 FEET S OF GRAVEL DRIVEWAY
 QE1879'FOR HSE. NUMBER 4777 AND 3 FEET N OF A METAL WITNESS POST.  THE
 QE1879'UNDERGROUND MARK IS AN ALUMINUM CAP ON AN IRON ROD SET IN A 6
 QE1879'INCH CYLINDRICAL CONCRETE POST ABOUT 36 INCHES BELOW THE GROUND
 QE1879'SURFACE.
 QE1879'
 QE1879'HEIGHT OF LIGHT ABOVE STATION MARK 1.48 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0794 ***********************************************************************
 PB0794  FBN         -  This is a Federal Base Network Control Station.
 PB0794  DESIGNATION -  CREST
 PB0794  PID         -  PB0794
 PB0794  STATE/COUNTY-  OR/KLAMATH
 PB0794  USGS QUAD   -  ODELL LAKE (1981)
 PB0794
 PB0794                         *CURRENT SURVEY CONTROL
 PB0794  ___________________________________________________________________
 PB0794* NAD 83(2007)-  43 31 48.72877(N)    121 56 37.59654(W)     ADJUSTED  
 PB0794* NAVD 88     -      1454.2    (meters)    4771.     (feet)  GPS OBS   
 PB0794  ___________________________________________________________________
 PB0794  EPOCH DATE  -        2007.00
 PB0794  X           -  -2,451,058.698 (meters)                     COMP
 PB0794  Y           -  -3,931,092.337 (meters)                     COMP
 PB0794  Z           -   4,371,382.180 (meters)                     COMP
 PB0794  LAPLACE CORR-           1.55  (seconds)                    DEFLEC99
 PB0794  ELLIP HEIGHT-        1433.024 (meters)          (02/10/07) ADJUSTED
 PB0794  GEOID HEIGHT-         -21.20  (meters)                     GEOID03
 PB0794
 PB0794  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 PB0794  Type    PID    Designation                      North   East  Ellip
 PB0794  -------------------------------------------------------------------
 PB0794  NETWORK PB0794 CREST                             0.57   0.49   1.49
 PB0794  -------------------------------------------------------------------
 PB0794
 PB0794.The horizontal coordinates were established by GPS observations
 PB0794.and adjusted by the National Geodetic Survey in February 2007.
 PB0794
 PB0794.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 PB0794.See www.ngs.noaa.gov/NationalReadjustment for more information.
 PB0794.The horizontal coordinates are valid at the epoch date displayed above.
 PB0794.The epoch date for horizontal control is a decimal equivalence
 PB0794.of Year/Month/Day.
 PB0794
 PB0794.The orthometric height was determined by GPS observations and a
 PB0794.high-resolution geoid model.
 PB0794
 PB0794.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PB0794
 PB0794.The Laplace correction was computed from DEFLEC99 derived deflections.
 PB0794
 PB0794.The ellipsoidal height was determined by GPS observations
 PB0794.and is referenced to NAD 83.
 PB0794
 PB0794.The geoid height was determined by GEOID03.
 PB0794
 PB0794;                    North         East     Units Scale Factor Converg.
 PB0794;SPC OR S     -   208,014.006 1,383,306.108   MT  0.99991449   -0 59 15.9
 PB0794;SPC OR S     -   682,460.65  4,538,405.87   iFT  0.99991449   -0 59 15.9
 PB0794;UTM  10      - 4,820,237.454   585,347.334   MT  0.99968960   +0 43 39.0
 PB0794
 PB0794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PB0794!SPC OR S     -   0.99977533  x   0.99991449  =   0.99968984
 PB0794!UTM  10      -   0.99977533  x   0.99968960  =   0.99946500
 PB0794
 PB0794                          SUPERSEDED SURVEY CONTROL
 PB0794
 PB0794  NAD 83(1998)-  43 31 48.72803(N)    121 56 37.59722(W) AD(       ) A
 PB0794  ELLIP H (04/24/00) 1433.027  (m)                       GP(       ) 3 1
 PB0794  NAD 83(1991)-  43 31 48.72590(N)    121 56 37.59576(W) AD(       ) B
 PB0794  ELLIP H (02/25/91) 1433.203  (m)                       GP(       ) 4 1
 PB0794  NGVD 29 (02/25/91) 1453.0    (m)         4767.     (f) GPS OBS     3  
 PB0794
 PB0794.Superseded values are not recommended for survey control.
 PB0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0794.See file dsdata.txt to determine how the superseded data were derived.
 PB0794
 PB0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP8534720237(NAD 83)
 PB0794_MARKER: DD = SURVEY DISK
 PB0794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0794_SP_SET: CONCRETE POST
 PB0794_STAMPING: CREST 1989
 PB0794_MARK LOGO: ORDT  
 PB0794_MAGNETIC: N = NO MAGNETIC MATERIAL
 PB0794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0794+STABILITY: SURFACE MOTION
 PB0794_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PB0794+SATELLITE: SATELLITE OBSERVATIONS - March 09, 1998
 PB0794
 PB0794  HISTORY     - Date     Condition        Report By
 PB0794  HISTORY     - 1989     MONUMENTED       NGS
 PB0794  HISTORY     - 19980309 GOOD             USFS
 PB0794
 PB0794                          STATION DESCRIPTION
 PB0794
 PB0794'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 PB0794'THE STATION IS LOCATED 0.16 KM (0.10 MI) NORTH OF THE CRESCENT LAKE
 PB0794'JUNCTION, AND 0.25 MILE SOUTH OF MILE POST 69 ON HIGHWAY 58.
 PB0794'TO REACH FROM THE CRESCENT LAKE JUNCTION ROAD AND HIGHWAY 58 GO
 PB0794'NORTHERLY ON HIGHWAY 58 FOR 0.16 KM (0.10 MI) TO A ROAD LEADING TO A
 PB0794'SNO PARK AREA, TURN RIGHT AND GO 56 METERS TO THE APPROXIMATE CENTER
 PB0794'OF THE PARKING ARE AND THE STATION.
 PB0794'THE STATION IS 56.2 M (184.4 FT) EAST OF THE CENTERLINE OF HIGHWAY 58,
 PB0794'35.8 M (117.5 FT) WEST OF THE NORTHWEST CORNER OF A CHEMICAL TOILET,
 PB0794'30.0 M (98.4 FT) NORTH OF THE SOUTH EDGE OF THE PARKING AREA AND
 PB0794'ABOUT 2 METERS SOUTH OF THE CENTERLINE EXTENDED OF THE ENTRANCE ROAD.
 PB0794'THE STATION IS SET INTO A CONCRETE POST 27 CM BELOW THE SURFACE OF
 PB0794'THE PARKING AREA.  ACCESS IS THROUGH A 20 CM IN DIAMETER MONUMENT
 PB0794'COVER.
 PB0794'DESCRIBED BY L.L. RIGGERS.
 PB0794
 PB0794                          STATION RECOVERY (1998)
 PB0794
 PB0794'RECOVERY NOTE BY US FOREST SERVICE 1998 (JR)
 PB0794'THE STATION IS LOCATED ABOUT 0.16 KM (0.10 MI) NORTH OF CRESCENT LAKE
 PB0794'JUNCTION, 0.25 MILE (0.40 KM) SOUTH OF STATE HIGHWAY 58 MILEPOST 69,
 PB0794'IN THE APPROXIMATE CENTER OF A SNOW-PARK PARKING AREA.
 PB0794'OWNERSHIP-OREGON STATE DEPARTMENT OF TRANSPORTATION.  TO REACH FROM
 PB0794'THE JUNCTION OF STATE HIGHWAY 58 AND CRESCENT LAKE HIGHWAY IN CRESCENT
 PB0794'LAKE JUNCTION, GO NORTHERLY ON HIGHWAY 58 FOR 0.16 KM (0.10 MI) TO A
 PB0794'ROAD RIGHT LEADING TO A SNOW PARK AREA.  TURN RIGHT, EASTERLY, ON
 PB0794'ENTRANCE ROAD FOR 56 METERS (183.7 FT) TO THE APPROXIMATE CENTER OF
 PB0794'THE PARKING AREA AND THE STATION.  THE STATION IS AN OREGON PRIMARY
 PB0794'GPS STATION DISK SET IN TOP OF A CONCRETE MONUMENT RECESSED 27 CM
 PB0794'BELOW GROUND ENCASED IN A 28 CM ROUND CAST IRON MONUMENT BOX WITH
 PB0794'COVER.  IT IS 56.2 M (184.4 FT) EAST FROM THE CENTER OF HIGHWAY 58,
 PB0794'35.8 M (117.5 FT) WEST FROM THE NORTHWEST CORNER OF A CHEMICAL TOILET,
 PB0794'30.0 M (98.4 FT) NORTH FROM THE SOUTH EDGE OF THE PARKING AREA, AND
 PB0794'2.0 M (6.6 FT) SOUTH FROM THE EXTENDED CENTER OF THE ENTRANCE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2470 ***********************************************************************
 RD2470  DESIGNATION -  CRESTON
 RD2470  PID         -  RD2470
 RD2470  STATE/COUNTY-  OR/MULTNOMAH
 RD2470  USGS QUAD   -  GLADSTONE (1984)
 RD2470
 RD2470                         *CURRENT SURVEY CONTROL
 RD2470  ___________________________________________________________________
 RD2470* NAD 83(1991)-  45 29 50.77139(N)    122 36 41.68261(W)     ADJUSTED  
 RD2470* NAVD 88     -        68.2    (meters)     224.     (feet)  VERTCON   
 RD2470  ___________________________________________________________________
 RD2470  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 RD2470  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 RD2470  HORZ ORDER  -  FIRST
 RD2470
 RD2470.The horizontal coordinates were established by classical geodetic methods
 RD2470.and adjusted by the National Geodetic Survey in October 1991.
 RD2470
 RD2470.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD2470.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD2470
 RD2470.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2470
 RD2470.The geoid height was determined by GEOID03.
 RD2470
 RD2470;                    North         East     Units Scale Factor Converg.
 RD2470;SPC OR N     -   205,595.954 2,334,989.098   MT  0.99991102   -1 29 51.0
 RD2470;SPC OR N     -   674,527.41  7,660,725.39   iFT  0.99991102   -1 29 51.0
 RD2470;UTM  10      - 5,038,285.074   530,347.502   MT  0.99961132   +0 16 37.3
 RD2470
 RD2470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2470!SPC OR N     -   0.99999289  x   0.99991102  =   0.99990391
 RD2470!UTM  10      -   0.99999289  x   0.99961132  =   0.99960421
 RD2470
 RD2470|---------------------------------------------------------------------|
 RD2470| PID    Reference Object                     Distance      Geod. Az  |
 RD2470|                                                           dddmmss.s |
 RD2470| CE2462 CRESTON RM 1                          9.017 METERS 09715     |
 RD2470| RD2455 PORTLAND RAD STA KPOJ CEN MAST      APPROX. 7.0 KM 1340525.0 |
 RD2470| CE2463 CRESTON RM 2                         15.456 METERS 19209     |
 RD2470|---------------------------------------------------------------------|
 RD2470
 RD2470                          SUPERSEDED SURVEY CONTROL
 RD2470
 RD2470  NAD 83(1986)-  45 29 50.78985(N)    122 36 41.68831(W) AD(       ) 1
 RD2470  NAD 27      -  45 29 51.36112(N)    122 36 37.34589(W) AD(       ) 1
 RD2470  NGVD 29 (07/19/86)   67.1    (m)          220.     (f) VERT ANG    3  
 RD2470
 RD2470.Superseded values are not recommended for survey control.
 RD2470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2470.See file dsdata.txt to determine how the superseded data were derived.
 RD2470
 RD2470_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER3034838285(NAD 83)
 RD2470_MARKER: Z = SEE DESCRIPTION
 RD2470_SETTING: 0 = UNSPECIFIED SETTING
 RD2470
 RD2470  HISTORY     - Date     Condition        Report By
 RD2470  HISTORY     - 1961     MONUMENTED       CGS
 RD2470  HISTORY     - 1979     SEE DESCRIPTION  NGS
 RD2470  HISTORY     - 19940219 MARK NOT FOUND   USPSQD
 RD2470
 RD2470                          STATION DESCRIPTION
 RD2470
 RD2470'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 RD2470'THE STATION IS LOCATED IN THE SOUTHEAST PART OF PORTLAND, ON A
 RD2470'RAISED CENTER ISLAND AT THE INTERSECTION OF SE POWELL BLVD., SE
 RD2470'FOSTER ROAD AND SE 50TH AVENUE.
 RD2470'
 RD2470'THE STATION MARK, STAMPED CRESTON 1961, IS A STANDARD DISK
 RD2470'CEMENTED IN A DRILL HOLE IN THE CONCRETE CENTER ISLAND.  IT IS 30
 RD2470'FEET SOUTH OF THE CENTERLINE OF POWELL BLVD, 55 FEET WEST OF THE
 RD2470'CENTERLINE OF SE 50TH AVE., 33.5 FEET WEST OF THE EAST END OF THE
 RD2470'ISLAND AND 9 FEET EAST OF THE WEST END OF THE ISLAND.
 RD2470'
 RD2470'REFERENCE MARK NO. 1, STAMPED CRESTON NO 1 1961, IS A STANDARD
 RD2470'DISK SET IN A DRILL HOLE IN THE CONCRETE CENTER ISLAND.  IT IS 33
 RD2470'FEET SOUTH OF THE CENTERLINE OF POWELL BLVD, 26 FEET WEST OF THE
 RD2470'CENTERLINE OF SE 50TH AVE. AND 4 FEET WEST OF THE EAST END OF THE
 RD2470'ISLAND.
 RD2470'
 RD2470'REFERENCE MARK NO. 2, STAMPED CRESTON NO 2 1961, IS A STANDARD
 RD2470'DISK CEMENTED IN A DRILL HOLE IN A CONCRETE SIDEWALK.  IT IS 71
 RD2470'FEET SOUTHEAST OF A POWERLINE POLE, 1.5 FEET WEST OF THE CURB
 RD2470'AND 1 FOOT NORTHEAST OF A POWERLINE POLE.
 RD2470'
 RD2470'NO AZIMUTH MARK WAS ESTABLISHED AT THIS STATION.
 RD2470
 RD2470                          STATION RECOVERY (1979)
 RD2470
 RD2470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 RD2470'THE STATION WAS DESTROYED WHEN THE STREET WAS RE-BUILT.
 RD2470'
 RD2470'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RD2470'SE PORTLAND.
 RD2470
 RD2470                          STATION RECOVERY (1994)
 RD2470
 RD2470'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD2470'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0919 ***********************************************************************
 PC0919  DESIGNATION -  CRESWELL RESET
 PC0919  PID         -  PC0919
 PC0919  STATE/COUNTY-  OR/LANE
 PC0919  USGS QUAD   -  CRESWELL (1984)
 PC0919
 PC0919                         *CURRENT SURVEY CONTROL
 PC0919  ___________________________________________________________________
 PC0919* NAD 83(1991)-  43 55 38.94072(N)    123 00 58.73064(W)     ADJUSTED  
 PC0919* NAVD 88     -       166.51   (+/-2cm)     546.3    (feet)  VERTCON   
 PC0919  ___________________________________________________________________
 PC0919  LAPLACE CORR-          -2.66  (seconds)                    DEFLEC99
 PC0919  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 PC0919  HORZ ORDER  -  SECOND
 PC0919  VERT ORDER  -  THIRD ? (See Below)
 PC0919
 PC0919.The horizontal coordinates were established by classical geodetic methods
 PC0919.and adjusted by the National Geodetic Survey in October 1991.
 PC0919
 PC0919.The NAVD 88 height was computed by applying the VERTCON shift value to
 PC0919.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PC0919.The vertical order pertains to the NGVD 29 superseded value.
 PC0919
 PC0919.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC0919
 PC0919.The geoid height was determined by GEOID03.
 PC0919
 PC0919;                    North         East     Units Scale Factor Converg.
 PC0919;SPC OR S     -   254,181.787 1,297,964.336   MT  0.99998238   -1 43 17.5
 PC0919;SPC OR S     -   833,929.75  4,258,413.18   iFT  0.99998238   -1 43 17.5
 PC0919;UTM  10      - 4,863,818.777   498,690.442   MT  0.99960002   -0 00 40.7
 PC0919
 PC0919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC0919!SPC OR S     -   0.99997755  x   0.99998238  =   0.99995993
 PC0919!UTM  10      -   0.99997755  x   0.99960002  =   0.99957758
 PC0919
 PC0919|---------------------------------------------------------------------|
 PC0919| PID    Reference Object                     Distance      Geod. Az  |
 PC0919|                                                           dddmmss.s |
 PC0919| CD9262 CRESWELL RM 1                        12.930 METERS 00319     |
 PC0919| PC0927 CRESWELL AZ MK                      333.406 METERS 01009     |
 PC0919| CD9263 CRESWELL RM 2                        15.911 METERS 10046     |
 PC0919|---------------------------------------------------------------------|
 PC0919
 PC0919                          SUPERSEDED SURVEY CONTROL
 PC0919
 PC0919  NAD 83(1986)-  43 55 38.95497(N)    123 00 58.75623(W) AD(       ) 2
 PC0919  NAD 27      -  43 55 39.50400(N)    123 00 54.46000(W) AD(       ) 2
 PC0919  NGVD 29 (07/19/86)  165.38   (m)          542.6    (f) LEVELING    3  
 PC0919
 PC0919.Superseded values are not recommended for survey control.
 PC0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0919.See file dsdata.txt to determine how the superseded data were derived.
 PC0919
 PC0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP9869063819(NAD 83)
 PC0919_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PC0919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0919
 PC0919  HISTORY     - Date     Condition        Report By
 PC0919  HISTORY     - 1940     MONUMENTED       CGS
 PC0919  HISTORY     - 1952     SEE DESCRIPTION  ORDT
 PC0919  HISTORY     - 1964     SEE DESCRIPTION  CGS
 PC0919  HISTORY     - 1980     GOOD             NGS
 PC0919  HISTORY     - 1988     GOOD             USPSQD
 PC0919
 PC0919                          STATION DESCRIPTION
 PC0919
 PC0919'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 PC0919'STATION IS 0.6 MILE NORTH OF CRESWELL AND ABOUT 9 MILES
 PC0919'SOUTH-SOUTHEAST OF EUGENE, ON THE WEST SIDE OF U.S. HIGHWAY
 PC0919'99.  THE STATION IS ALONG HIGHWAY IN ROLLING FARM COUNTRY AND
 PC0919'IS NOT ON ANY CREST OR HIGH POINT.
 PC0919'
 PC0919'TO REACH FROM THE DEPOT IN CRESWELL, GO NORTH ON U.S. HIGHWAY
 PC0919'99 FOR 0.6 MILE TO THE STATION ON LEFT, ABOUT 75 YARDS NORTH
 PC0919'OF FRANK GOODS FARMHOUSE.
 PC0919'
 PC0919'THE STATION MARK IS 27.5 FEET WEST OF CENTERLINE OF U.S. HIGHWAY
 PC0919'99, 4 FEET EAST OF NORTH-SOUTH FENCE LINE, PROJECTS 8 INCHES AND IS
 PC0919'STAMPED CRESWELL 1940.  NO WITNESS POST WAS SET.  NOTES 1A AND 7A.
 PC0919'
 PC0919'THE AZIMUTH MARK IS 0.2 MILE NORTH OF THE STATION ON EAST SIDE
 PC0919'OF U.S. HIGHWAY 99, IN WEST EDGE OF A PLOWED FIELD, 27.5 FEET
 PC0919'EAST OF CENTERLINE OF U.S. HIGHWAY 99, 12 FEET SOUTH OF A
 PC0919'TELEPHONE POLE, PROJECTS 8 INCHES, AND IS STAMPED CRESWELL
 PC0919'1940.  NO WITNESS POST WAS SET.  NOTE 11A.
 PC0919'
 PC0919'REFERENCE MARK NO.1 IS 27.5 FEET WEST OF CENTERLINE OF
 PC0919'U.S. HIGHWAY 99, 1 FOOT EAST OF NORTH-SOUTH FENCE LINE, AT THE SAME
 PC0919'ELEVATION AS STATION, PROJECTS 8 INCHES, AND IS STAMPED CRESWELL
 PC0919'NO 1 1940.  NOTE 11A.
 PC0919'
 PC0919'REFERENCE MARK NO.2 IS 27.5 FEET EAST OF CENTERLINE OF
 PC0919'U.S. HIGHWAY 99, AT THE NORTHWEST CORNER OF AN ORCHARD, AT THE SAME
 PC0919'ELEVATION AS STATION, PROJECTS 8 INCHES, AND IS STAMPED CRESWELL
 PC0919'NO 2 1940.  NOTE 11A.
 PC0919'
 PC0919'HEIGHT OF LIGHT ABOVE STATION MARK 1-1/2 METERS.
 PC0919
 PC0919                          STATION RECOVERY (1952)
 PC0919
 PC0919'RECOVERY NOTE BY OREGON DEPARTMENT OF TRANSPORTATION 1952 (GW)
 PC0919'THE STATION MARK WAS KNOCKED OVER, REPORTEDLY BY BEING HIT IN A
 PC0919'LOADED LOGGING TRUCK AND PASSENGER CAR WRECK AT THE SPOT.  THE
 PC0919'CONCRETE BLOCK WAS REMOVED AND THE BURIED MARK WAS FOUND AT A
 PC0919'DEPTH OF ABOUT 3 FEET AND APPEARED TO BE IN GOOD CONDITION.  MARK
 PC0919'STAMPED CRESWELL 1940.
 PC0919
 PC0919                          STATION RECOVERY (1964)
 PC0919
 PC0919'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (PAS)
 PC0919'THE SURFACE STATION MARK HAD BEEN UNEARTHED.  THE UNDERGROUND
 PC0919'MARK WAS UNCOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK
 PC0919'NO. 1, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK WERE RECOVERED
 PC0919'AND FOUND IN GOOD CONDITION.
 PC0919'
 PC0919'A SURFACE STATION MARK, STAMPED CRESWELL 1940 1964 SET IN THE TOP
 PC0919'OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 5 INCHES,
 PC0919'WAS PLUMBED PRECISELY OVER THE UNDERGROUND MARK.  A METAL
 PC0919'WITNESS POST WAS PLACED 0.5 FOOT SOUTH OF THE STATION MARK.  A
 PC0919'METAL WITNESS POST WAS PLACED 0.5 FOOT SOUTH OF REFERENCE MARK
 PC0919'NO. 2.  A METAL WITNESS POST WAS PLACED 0.5 FOOT NORTH OF THE
 PC0919'AZIMUTH MARK.  LANDMARKS HAVE CHANGED.  A NEW TO REACH FOLLOWS.
 PC0919'
 PC0919'TO REACH THE STATION FROM THE CRESWELL POST OFFICE GO NORTH ON
 PC0919'U.S. HIGHWAY 99 FOR 0.8 MILE TO THE STATION ON THE LEFT.
 PC0919'
 PC0919'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE NORTH ON
 PC0919'U.S. HIGHWAY 99 FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 PC0919
 PC0919                          STATION RECOVERY (1980)
 PC0919
 PC0919'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 PC0919'THE STATION, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 PC0919'RECOVERED IN GOOD CONDITION.
 PC0919'
 PC0919'THE STATION IS LOCATED ABOUT 9 MILES SOUTH-SOUTHEAST OF EUGENE AND
 PC0919'0.6 MILE NORTH OF CRESWELL.
 PC0919'
 PC0919'TO REACH THE STATION FROM THE POST OFFICE IN CRESWELL GO NORTH ON
 PC0919'HIGHWAY 99 FOR 0.8 MILE TO THE STATION ON THE LEFT.
 PC0919'
 PC0919'THE STATION IS A STANDARD US COAST AND GEODETIC SURVEY (NOW NOS) DISK
 PC0919'STAMPED---CRESWELL 1940 1964---SET INTO THE TOP OF A SQUARE
 PC0919'CONCRETE MONUMENT 30 CM (12 INCHES) ON SIDE PROJECTING 18 CM (7
 PC0919'INCHES) ABOVE THE GROUND LOCATED 51.8 METERS (170 FEET) N FROM
 PC0919'DRIVEWAY TO SMITH RESIDENCE AT 83354, 8.2 METERS (27 FEET) W FROM THE
 PC0919'CENTERLINE OF HIGHWAY, 1.22 METERS (4.0 FEET) E FROM A FENCE LINE,
 PC0919'AND 0.61 METER (2.0 FEET) S FROM A METAL WITNESS POST.
 PC0919'
 PC0919'REFERENCE MARK NO. 1 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 PC0919'NOS) DISK STAMPED---CRESWELL NO 1 1940---SET INTO THE TOP OF A
 PC0919'SQUARE CONCRETE MONUMENT 30 CM (12 INCHES) ON SIDE PROJECTING 5 CM (2
 PC0919'INCHES) ABOVE THE GROUND LOCATED 12.8 METERS (42 FEET) S FROM A FENCE
 PC0919'CORNER, 8.8 METERS (29 FEET) W FROM THE CENTERLINE OF PAVED ROAD,
 PC0919'0.46 METER (1.5 FEET) E FROM A FENCELINE, AND 1/2 FOOT LOWER THAN THE
 PC0919'STATION.
 PC0919'
 PC0919'REFERENCE MARK NO. 2 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 PC0919'NOS) DISK STAMPED---CRESWELL NO 2 1940---SET INTO THE TOP OF A
 PC0919'SQUARE CONCRETE MONUMENT 30 CM (12 INCHES) ON SIDE PROJECTING 15 CM
 PC0919'(6 INCHES) ABOVE THE GROUND LOCATED 8.2 METERS (27 FEET) E FROM THE
 PC0919'CENTERLINE OF PAVED HIGHWAY, 7.9 METERS (26 FEET) S FROM A FENCE
 PC0919'CORNER, 0.27 METER (.9 FOOT) N FROM A METAL WITNESS POST, AND 1/2
 PC0919'FOOT HIGHER THAN THE STATION.
 PC0919'
 PC0919'AZIMUTH MARK NO. 1 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 PC0919'NOS) DISK STAMPED---CRESWELL 1940---SET INTO THE TOP OF A SQUARE
 PC0919'CONCRETE MONUMENT 30 CM (12 INCHES) ON SIDE PROJECTING 20 CM (8
 PC0919'INCHES) ABOVE THE GROUND LOCATED 8.8 METERS (29 FEET) E FROM THE
 PC0919'CENTERLINE OF THE ROAD, 5.2 METERS (17 FEET) S FROM A POWERPOLE
 PC0919'NUMBER 115401, 0.76 METER (2.5 FEET) W FROM A FENCE, AND 0.21 METER
 PC0919'(0.7 FOOT) S FROM A METAL WITNESS POST.
 PC0919'
 PC0919'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON HIGHWAY 99 FOR
 PC0919'0.2 MILE TO HOUSE 89506 ON THE LEFT AND THE MARK ON THE RIGHT.
 PC0919
 PC0919                          STATION RECOVERY (1988)
 PC0919
 PC0919'RECOVERY NOTE BY US POWER SQUADRON 1988 (AS)
 PC0919'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA1213 ***********************************************************************
 RA1213  DESIGNATION -  CRICKET
 RA1213  PID         -  RA1213
 RA1213  STATE/COUNTY-  OR/UNION
 RA1213  USGS QUAD   -  CRICKET FLAT (1984)
 RA1213
 RA1213                         *CURRENT SURVEY CONTROL
 RA1213  ___________________________________________________________________
 RA1213* NAD 83(1991)-  45 35 39.74809(N)    117 48 49.57119(W)     ADJUSTED  
 RA1213* NAVD 88     -      1120.5    (meters)    3676.     (feet)  VERTCON   
 RA1213  ___________________________________________________________________
 RA1213  LAPLACE CORR-           9.16  (seconds)                    DEFLEC99
 RA1213  GEOID HEIGHT-         -17.77  (meters)                     GEOID03
 RA1213  HORZ ORDER  -  FIRST
 RA1213
 RA1213.The horizontal coordinates were established by classical geodetic methods
 RA1213.and adjusted by the National Geodetic Survey in October 1991.
 RA1213
 RA1213.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1213.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1213
 RA1213.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1213
 RA1213.The geoid height was determined by GEOID03.
 RA1213
 RA1213;                    North         East     Units Scale Factor Converg.
 RA1213;SPC OR N     -   217,696.375 2,709,544.589   MT  0.99992215   +1 54 18.1
 RA1213;SPC OR N     -   714,226.95  8,889,581.98   iFT  0.99992215   +1 54 18.1
 RA1213;UTM  11      - 5,049,303.340   436,529.112   MT  0.99964953   -0 34 53.0
 RA1213
 RA1213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1213!SPC OR N     -   0.99982715  x   0.99992215  =   0.99974931
 RA1213!UTM  11      -   0.99982715  x   0.99964953  =   0.99947674
 RA1213
 RA1213|---------------------------------------------------------------------|
 RA1213| PID    Reference Object                     Distance      Geod. Az  |
 RA1213|                                                           dddmmss.s |
 RA1213| CF4737 CRICKET RM 1                          9.230 METERS 08826     |
 RA1213| RA1211 CLARK CREEK                         APPROX. 5.2 KM 2211018.0 |
 RA1213| RA1212 CRICKET CAIRN                         2.350 METERS 31840     |
 RA1213| CF4738 CRICKET RM 2                          7.955 METERS 35850     |
 RA1213|---------------------------------------------------------------------|
 RA1213
 RA1213                          SUPERSEDED SURVEY CONTROL
 RA1213
 RA1213  NAD 83(1986)-  45 35 39.75009(N)    117 48 49.55951(W) AD(       ) 1
 RA1213  NAD 27      -  45 35 40.22947(N)    117 48 45.82007(W) AD(       ) 1
 RA1213  NGVD 29 (07/19/86) 1119.4    (m)         3673.     (f) VERT ANG    3  
 RA1213
 RA1213.Superseded values are not recommended for survey control.
 RA1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1213.See file dsdata.txt to determine how the superseded data were derived.
 RA1213
 RA1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML3652949303(NAD 83)
 RA1213_MARKER: Z = SEE DESCRIPTION
 RA1213_SETTING: 0 = UNSPECIFIED SETTING
 RA1213
 RA1213  HISTORY     - Date     Condition        Report By
 RA1213  HISTORY     - 1946     MONUMENTED       CGS
 RA1213  HISTORY     - 1969     SEE DESCRIPTION  CGS
 RA1213
 RA1213                          STATION DESCRIPTION
 RA1213
 RA1213'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JTJ)
 RA1213'THE STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF ELGIN, AND
 RA1213'ABOUT 5 MILES WEST SOUTHWEST OF MINAM ON A SMALL BARE BUTTE
 RA1213'TOWARDS THE SOUTH PORTION OF CRICKET FLAT.
 RA1213'
 RA1213'THE MARK IS A STANDARD BRONZE DISK SET IN BEDROCK FLUSH WITH THE
 RA1213'GROUND SURFACE, ON THE SOUTHWEST POINT OF THE RIDGE.  STAMPED
 RA1213'CRICKET 1946.
 RA1213'
 RA1213'TO REACH THE STATION FROM THE MAIN INTERSECTION IN ELGIN GO
 RA1213'EASTERLY ON STATE HIGHWAY 82 FOR 6.3 MILES* (ABOUT 0.4 MILE BEFORE
 RA1213'REACHING SUMMIT OF HILL) TO A DOUBLE WOODEN GATE ON THE LEFT.  TURN
 RA1213'LEFT THROUGH GATE, AND CONTINUE ON RANCH ROAD FOR 0.3 MILE TO
 RA1213'WIRE GATE, PASS THROUGH GATE AND TURN SHARP LEFT ON TRACK ROAD
 RA1213'FOR ABOUT 0.2 MILE AND END OF TRUCK TRAVEL.  FROM THE END OF
 RA1213'TRUCK TRAVEL CONTINUE ACROSS FIELD IN A NORTHERLY DIRECTION FOR
 RA1213'ABOUT 0.2 MILE TO SOUTHWESTERLY POINT OF RIDGE AND STATION.
 RA1213'
 RA1213'REFERENCE MARK NO 1 IS A STANDARD REFERENCE DISK SET IN BEDROCK
 RA1213'PROJECTING ABOUT 4 INCHES, AND IS ABOUT 6 INCHES LOWER THAN THE
 RA1213'STATION.  STAMPED CRICKET NO 1 1946.
 RA1213'
 RA1213'REFERENCE MARK NO 2 IS A STANDARD REFERENCE DISK SET IN BEDROCK
 RA1213'PROJECTING ABOUT 2 INCHES, AND IS ABOUT THE SAME LEVEL AS THE
 RA1213'STATION.  STAMPED CRICKET NO 2 1946.
 RA1213'
 RA1213'* OREGON STATE HIGHWAY DEPARTMENT BENCH MARK IS A STANDARD OSHD
 RA1213'BENCH MARK SET IN A CIRCULAR CONCRETE POST PROJECTING ABOUT 2
 RA1213'INCHES, 1.5 METERS SOUTH OF A FENCE LINE, 10.6 METERS SOUTH OF THE
 RA1213'ROAD CENTER, AND ABOUT 150 YARDS SOUTHWEST OF ROAD SUMMIT.
 RA1213'STAMPED RPPS 40.00 1608 + 34.25.
 RA1213
 RA1213                          STATION RECOVERY (1969)
 RA1213
 RA1213'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 RA1213'THE STATION MARK, STAMPED CRICKET 1946, REFERENCE MARK NO. 1,
 RA1213'STAMPED CRICKET NO 1 1946, REFERENCE MARK NO. 2, STAMPED CRICKET
 RA1213'NO 2 1946, AND THE AZIMUTH MARK, STAMPED RPPS 40.00 1608-34.25
 RA1213'WERE RECOVERED AS DESCRIBED.  A METAL WITNESS POST WAS PLACED 1
 RA1213'FOOT EAST OF THE AZIMUTH MARK.
 RA1213'
 RA1213'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RA1213'5 MILES NORTHEAST OF ELGIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA1212 ***********************************************************************
 RA1212  DESIGNATION -  CRICKET CAIRN
 RA1212  PID         -  RA1212
 RA1212  STATE/COUNTY-  OR/UNION
 RA1212  USGS QUAD   -  CRICKET FLAT (1984)
 RA1212
 RA1212                         *CURRENT SURVEY CONTROL
 RA1212  ___________________________________________________________________
 RA1212* NAD 83(1991)-  45 35 39.80525(N)    117 48 49.64279(W)     ADJUSTED  
 RA1212* NAVD 88     -      1120.     (meters)    3675.     (feet)  SCALED    
 RA1212  ___________________________________________________________________
 RA1212  LAPLACE CORR-           9.16  (seconds)                    DEFLEC99
 RA1212  GEOID HEIGHT-         -17.77  (meters)                     GEOID03
 RA1212  HORZ ORDER  -  THIRD
 RA1212
 RA1212.The horizontal coordinates were established by classical geodetic methods
 RA1212.and adjusted by the National Geodetic Survey in October 1991.
 RA1212
 RA1212.The orthometric height was scaled from a topographic map.
 RA1212
 RA1212.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1212
 RA1212.The geoid height was determined by GEOID03.
 RA1212
 RA1212;                    North         East     Units Scale Factor Converg.
 RA1212;SPC OR N     -   217,698.087 2,709,542.980   MT  0.99992215   +1 54 18.1
 RA1212;SPC OR N     -   714,232.57  8,889,576.71   iFT  0.99992215   +1 54 18.1
 RA1212;UTM  11      - 5,049,305.119   436,527.579   MT  0.99964953   -0 34 53.0
 RA1212
 RA1212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1212!SPC OR N     -   0.99982721  x   0.99992215  =   0.99974937
 RA1212!UTM  11      -   0.99982721  x   0.99964953  =   0.99947680
 RA1212
 RA1212                          SUPERSEDED SURVEY CONTROL
 RA1212
 RA1212  NAD 83(1986)-  45 35 39.80725(N)    117 48 49.63111(W) AD(       ) 4
 RA1212  NAD 27      -  45 35 40.28663(N)    117 48 45.89166(W) AD(       ) 3
 RA1212
 RA1212.Superseded values are not recommended for survey control.
 RA1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1212.See file dsdata.txt to determine how the superseded data were derived.
 RA1212
 RA1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML3652849305(NAD 83)
 RA1212
 RA1212  HISTORY     - Date     Condition        Report By
 RA1212  HISTORY     - 1946     MONUMENTED       CGS
 RA1212
 RA1212                          STATION DESCRIPTION
 RA1212
 RA1212'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RA1212'SEE STATION CRICKET
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1889 ***********************************************************************
 QE1889  DESIGNATION -  CROISAN
 QE1889  PID         -  QE1889
 QE1889  STATE/COUNTY-  OR/MARION
 QE1889  USGS QUAD   -  SALEM WEST (1986)
 QE1889
 QE1889                         *CURRENT SURVEY CONTROL
 QE1889  ___________________________________________________________________
 QE1889* NAD 83(1991)-  44 54 20.82826(N)    123 04 20.06112(W)     ADJUSTED  
 QE1889* NAVD 88     -        57.3    (meters)     188.     (feet)  VERTCON   
 QE1889  ___________________________________________________________________
 QE1889  LAPLACE CORR-          -5.06  (seconds)                    DEFLEC99
 QE1889  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 QE1889  HORZ ORDER  -  SECOND
 QE1889
 QE1889.The horizontal coordinates were established by classical geodetic methods
 QE1889.and adjusted by the National Geodetic Survey in October 1991.
 QE1889
 QE1889.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE1889.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE1889
 QE1889.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE1889
 QE1889.The geoid height was determined by GEOID03.
 QE1889
 QE1889;                    North         East     Units Scale Factor Converg.
 QE1889;SPC OR N     -   140,925.835 2,296,908.582   MT  0.99990506   -1 49 27.1
 QE1889;SPC OR N     -   462,355.10  7,535,789.31   iFT  0.99990506   -1 49 27.1
 QE1889;UTM  10      - 4,972,487.002   494,297.123   MT  0.99960040   -0 03 03.6
 QE1889
 QE1889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE1889!SPC OR N     -   0.99999458  x   0.99990506  =   0.99989964
 QE1889!UTM  10      -   0.99999458  x   0.99960040  =   0.99959499
 QE1889
 QE1889:                Primary Azimuth Mark                     Grid Az
 QE1889:SPC OR N     -  MAD                                      093 23 50.3
 QE1889:UTM  10      -  MAD                                      091 37 26.8
 QE1889
 QE1889|---------------------------------------------------------------------|
 QE1889| PID    Reference Object                     Distance      Geod. Az  |
 QE1889|                                                           dddmmss.s |
 QE1889| QE1888 MAD                                 467.999 METERS 0913423.2 |
 QE1889|---------------------------------------------------------------------|
 QE1889
 QE1889                          SUPERSEDED SURVEY CONTROL
 QE1889
 QE1889  NAD 83(1986)-  44 54 20.85249(N)    123 04 20.07682(W) AD(       ) 2
 QE1889  NAD 27      -  44 54 21.42100(N)    123 04 15.72916(W) AD(       ) 2
 QE1889  NGVD 29 (07/19/86)   56.3    (m)          185.     (f) VERT ANG    3  
 QE1889
 QE1889.Superseded values are not recommended for survey control.
 QE1889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1889.See file dsdata.txt to determine how the superseded data were derived.
 QE1889
 QE1889_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ9429772487(NAD 83)
 QE1889_MARKER: Z = SEE DESCRIPTION
 QE1889_SETTING: 0 = UNSPECIFIED SETTING
 QE1889_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE1889
 QE1889  HISTORY     - Date     Condition        Report By
 QE1889  HISTORY     - 1972     MONUMENTED       OR1810
 QE1889
 QE1889                          STATION DESCRIPTION
 QE1889
 QE1889'DESCRIBED BY CITY OF SALEM OREGON 1972 (LGH)
 QE1889'THE STATION IS ABOUT 3 MILES SOUTHWEST OF SALEM IN THE NE 1/4 OF
 QE1889'SEC. 5,T8S R3W.
 QE1889'
 QE1889'TO REACH THE STATION FROM THE CITY OF SALEM CIVIC CENTER, GO
 QE1889'SOUTH 0.48 MILE ON COMMERCIAL STREET TO THE INTERSECTION OF
 QE1889'COMMERCIAL STREET AND OWENS STREET, TURN RIGHT ON OWENS STREET,
 QE1889'FOLLOW OWENS STREET AND SOUTH RIVER ROAD 2.1 MILES SOUTHWESTERLY
 QE1889'TO THE INTERSECTION OF SOUTH RIVER ROAD AND CROISAN CREEK ROAD,
 QE1889'TURN LEFT ON CROISAN CREEK ROAD AND GO 0.35 MILE TO THE
 QE1889'INTERSECTION OF CROISAN CREEK ROAD AND MADRONA AVENUE.  STATION IS
 QE1889'ON THE RIGHT SIDE ON CROISAN CREEK ROAD.
 QE1889'
 QE1889'THE STATION MARK IS A CITY OF SALEM BRASS DISK STAMPED CROISAN
 QE1889'1972, SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE POST AND
 QE1889'IS ABOUT 4 INCHES BELOW THE GROUND SURFACE.  THE STATION IS 7 FEET
 QE1889'E OF POWER POLE NUMBER 167, 57 FEET NW OF POWER POLE NUMBER
 QE1889'73,26,11, AND 6.3 FEET E OF A METAL WITNESS POST.  THE
 QE1889'UNDERGROUND MARK IS AN ALUMINUM CAP ON AN IRON ROD SET IN A 6
 QE1889'INCH CYLINDRICAL CONCRETE POST ABOUT 36 INCHES BELOW THE GROUND
 QE1889'SURFACE.
 QE1889'
 QE1889'HEIGHT OF LIGHT ABOVE STATION MARK 1.56 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0849 ***********************************************************************
 NY0849  DESIGNATION -  CRONIN
 NY0849  PID         -  NY0849
 NY0849  STATE/COUNTY-  OR/LAKE
 NY0849  USGS QUAD   -  FREMONT POINT (1980)
 NY0849
 NY0849                         *CURRENT SURVEY CONTROL
 NY0849  ___________________________________________________________________
 NY0849* NAD 83(1991)-  42 50 06.16677(N)    120 47 19.21122(W)     ADJUSTED  
 NY0849* NAVD 88     -      1303.2    (meters)    4276.     (feet)  VERTCON   
 NY0849  ___________________________________________________________________
 NY0849  LAPLACE CORR-          -8.73  (seconds)                    DEFLEC99
 NY0849  GEOID HEIGHT-         -20.80  (meters)                     GEOID03
 NY0849  HORZ ORDER  -  THIRD
 NY0849
 NY0849.The horizontal coordinates were established by classical geodetic methods
 NY0849.and adjusted by the National Geodetic Survey in October 1991.
 NY0849
 NY0849.The NAVD 88 height was computed by applying the VERTCON shift value to
 NY0849.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NY0849
 NY0849.The Laplace correction was computed from DEFLEC99 derived deflections.
 NY0849
 NY0849.The geoid height was determined by GEOID03.
 NY0849
 NY0849;                    North         East     Units Scale Factor Converg.
 NY0849;SPC OR S     -   129,827.171 1,476,400.855   MT  0.99991146   -0 11 51.0
 NY0849;SPC OR S     -   425,942.16  4,843,834.83   iFT  0.99991146   -0 11 51.0
 NY0849;UTM  10      - 4,744,869.017   680,726.750   MT  1.00000184   +1 30 13.9
 NY0849
 NY0849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NY0849!SPC OR S     -   0.99979893  x   0.99991146  =   0.99971041
 NY0849!UTM  10      -   0.99979893  x   1.00000184  =   0.99980077
 NY0849
 NY0849|---------------------------------------------------------------------|
 NY0849| PID    Reference Object                     Distance      Geod. Az  |
 NY0849|                                                           dddmmss.s |
 NY0849| CD6308 CRONIN RM 1                           4.897 METERS 05321     |
 NY0849| CD6309 CRONIN RM 2                           7.077 METERS 23414     |
 NY0849| CD6307 CRONIN AZ MK                                       3365214.5 |
 NY0849|---------------------------------------------------------------------|
 NY0849
 NY0849                          SUPERSEDED SURVEY CONTROL
 NY0849
 NY0849  NAD 83(1986)-  42 50 06.17542(N)    120 47 19.21780(W) AD(       ) 3
 NY0849  NAD 27      -  42 50 06.64600(N)    120 47 15.28100(W) AD(       ) 3
 NY0849  NGVD 29 (07/19/86) 1302.0    (m)         4272.     (f) VERT ANG    3  
 NY0849
 NY0849.Superseded values are not recommended for survey control.
 NY0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0849.See file dsdata.txt to determine how the superseded data were derived.
 NY0849
 NY0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFN8072744869(NAD 83)
 NY0849_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NY0849_SETTING: 80 = SET IN A BOULDER
 NY0849_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 NY0849
 NY0849  HISTORY     - Date     Condition        Report By
 NY0849  HISTORY     - 1948     MONUMENTED       CGS
 NY0849  HISTORY     - 1967     SEE DESCRIPTION  CGS
 NY0849
 NY0849                          STATION DESCRIPTION
 NY0849
 NY0849'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MTP)
 NY0849'THE STATION IS LOCATED ABOUT 19 MILES NORTHWEST OF PAISLEY
 NY0849'AND ABOUT 11 MILES SOUTH OF SUMMER LAKE POST OFFICE, ALONG
 NY0849'THE FREMONT HIGHWAY, ON A LOW GRASS COVERED RIDGE ABOUT 0.2
 NY0849'MILE EAST OF THE HIGHWAY AND ON THE EAST END OF THE RIDGE.
 NY0849'
 NY0849'THE STATION MARK IS A STANDARD DISK SET IN A 1 X 1-1/2 FOOT
 NY0849'BOULDER PROJECTING 6 INCHES ABOVE THE SURFACE OF THE
 NY0849'GROUND.  IT IS 10 FEET SOUTHEAST OF A 4 FOOT CAIRN, AND
 NY0849'16 FEET WEST OF THE END OF THE RIDGE.  IT IS STAMPED CRONIN 1948.
 NY0849'
 NY0849'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A 5 X 4 FOOT
 NY0849'BOULDER PROJECTING 3 FEET ABOVE THE SURFACE OF THE GROUND AND
 NY0849'AT THE SAME ELEVATION AS THE STATION.  IT IS 22 FEET EAST OF
 NY0849'A CAIRN AND ON THE EAST EDGE OF THE RIDGE.  IT IS STAMPED
 NY0849'CRONIN NO 1 1948.
 NY0849'
 NY0849'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A 3 X 2 FOOT
 NY0849'BOULDER PROJECTING 1 FOOT ABOVE THE SURFACE OF THE GROUND AND AT
 NY0849'THE SAME ELEVATION AS THE STATION MARK.  IT IS 20 SOUTH OF 4 FOOT
 NY0849'CAIRN, AND 20 FEET WEST OF EAST END OF RIDGE.  IT IS STAMPED
 NY0849'CRONIN NO 2 1948.
 NY0849'
 NY0849'THE AZIMUTH MARK IS A STANDARD DISK SET IN A 14 X 14 X 8
 NY0849'INCH BOULDER.  IT IS 4 FEET EAST OF A NORTH-SOUTH FENCE LINE,
 NY0849'18 FEET FROM THE TOP OF A CUT WHICH IS 35 FEET EAST OF THE
 NY0849'CENTER LINE OF STATE HIGHWAY 31, AND 8 FEET EAST OF A 3
 NY0849'FOOT WITNESS POST.  IT IS STAMPED CRONIN 1948.
 NY0849'
 NY0849'TO REACH THE STATION FROM THE POST OFFICE AT PAISLEY, GO
 NY0849'NORTH ON STATE HIGHWAY 31 FOR 19.3 MILES TO A WIRE GATE ON
 NY0849'THE RIGHT.  TURN RIGHT AND GO EAST THROUGH GATE, THEN SOUTH
 NY0849'TO TOP OF RIDGE.  AT THE TOP OF THE RIDGE GO EAST FOR 0.2
 NY0849'MILE TO A HIGHEST POINT AND STATION SITE WHICH IS AT THE EAST
 NY0849'END OF THE RIDGE.
 NY0849'
 NY0849'TO REACH THE AZIMUTH MARK CONTINUE NORTH ON STATE HIGHWAY
 NY0849'31 FOR 2.3 MILES BEYOND TURN OFF TO STATION SITE TO
 NY0849'WEAVER RANCH DRIVE AND LARGE CUT.  FROM THE WEAVER MAIL BOX
 NY0849'GO 44 PACES NORTH ALONG HIGHWAY AND THEN EAST TO THE TOP OF
 NY0849'THE CUT AND THE AZIMUTH MARK.
 NY0849
 NY0849                          STATION RECOVERY (1967)
 NY0849
 NY0849'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 NY0849'THE STATION MARK, STAMPED CRONIN 1948, REFERENCE MARK NO. 1,
 NY0849'STAMPED CRONIN R M NO 1 1948, REFERENCE MARK NO. 2, STAMPED
 NY0849'CRONIN R M NO 2 1948 AND THE AZIMUTH MARK, STAMPED CRONIN
 NY0849'1948 WERE RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0602 ***********************************************************************
 QD0602  DESIGNATION -  CROOK
 QD0602  PID         -  QD0602
 QD0602  STATE/COUNTY-  OR/JEFFERSON
 QD0602  USGS QUAD   -  ROUND BUTTE DAM (1992)
 QD0602
 QD0602                         *CURRENT SURVEY CONTROL
 QD0602  ___________________________________________________________________
 QD0602* NAD 83(2007)-  44 33 37.74623(N)    121 15 39.67914(W)     ADJUSTED  
 QD0602* NAVD 88     -       793.187  (meters)    2602.31   (feet)  ADJUSTED  
 QD0602  ___________________________________________________________________
 QD0602  EPOCH DATE  -        2007.00
 QD0602  X           -  -2,362,487.055 (meters)                     COMP
 QD0602  Y           -  -3,891,570.014 (meters)                     COMP
 QD0602  Z           -   4,453,221.141 (meters)                     COMP
 QD0602  LAPLACE CORR-           5.73  (seconds)                    DEFLEC99
 QD0602  ELLIP HEIGHT-         771.738 (meters)          (02/10/07) ADJUSTED
 QD0602  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 QD0602  DYNAMIC HT  -         792.965 (meters)    2601.59  (feet)  COMP
 QD0602
 QD0602  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 QD0602  Type    PID    Designation                      North   East  Ellip
 QD0602  -------------------------------------------------------------------
 QD0602  NETWORK QD0602 CROOK                             0.61   0.37   1.69
 QD0602  -------------------------------------------------------------------
 QD0602  MODELED GRAV-     980,312.1   (mgal)                       NAVD 88
 QD0602
 QD0602  VERT ORDER  -  SECOND    CLASS 0
 QD0602
 QD0602.The horizontal coordinates were established by GPS observations
 QD0602.and adjusted by the National Geodetic Survey in February 2007.
 QD0602
 QD0602.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 QD0602.See www.ngs.noaa.gov/NationalReadjustment for more information.
 QD0602.The horizontal coordinates are valid at the epoch date displayed above.
 QD0602.The epoch date for horizontal control is a decimal equivalence
 QD0602.of Year/Month/Day.
 QD0602
 QD0602.The orthometric height was determined by differential leveling
 QD0602.and adjusted in June 1991.
 QD0602
 QD0602.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QD0602
 QD0602.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD0602
 QD0602.The ellipsoidal height was determined by GPS observations
 QD0602.and is referenced to NAD 83.
 QD0602
 QD0602.The geoid height was determined by GEOID03.
 QD0602
 QD0602.The dynamic height is computed by dividing the NAVD 88
 QD0602.geopotential number by the normal gravity value computed on the
 QD0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0602.degrees latitude (g = 980.6199 gals.).
 QD0602
 QD0602.The modeled gravity was interpolated from observed gravity values.
 QD0602
 QD0602;                    North         East     Units Scale Factor Converg.
 QD0602;SPC OR N     -    99,608.092 2,439,542.746   MT  0.99995054   -0 32 22.9
 QD0602;SPC OR N     -   326,798.20  8,003,749.17   iFT  0.99995054   -0 32 22.9
 QD0602;UTM  10      - 4,935,598.494   638,102.197   MT  0.99983454   +1 13 13.3
 QD0602
 QD0602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD0602!SPC OR N     -   0.99987901  x   0.99995054  =   0.99982956
 QD0602!UTM  10      -   0.99987901  x   0.99983454  =   0.99971357
 QD0602
 QD0602:                Primary Azimuth Mark                     Grid Az
 QD0602:SPC OR N     -  CROOK AZ MK                              170 18 59.3
 QD0602:UTM  10      -  CROOK AZ MK                              168 33 23.1
 QD0602
 QD0602|---------------------------------------------------------------------|
 QD0602| PID    Reference Object                     Distance      Geod. Az  |
 QD0602|                                                           dddmmss.s |
 QD0602| CF4259 CROOK AZ MK                                        1694636.4 |
 QD0602| QD0604 CROOK RM 1                            3.515 METERS 20713     |
 QD0602| QD0603 CROOK RM 2                            4.462 METERS 30625     |
 QD0602|---------------------------------------------------------------------|
 QD0602
 QD0602                          SUPERSEDED SURVEY CONTROL
 QD0602
 QD0602  NAD 83(1998)-  44 33 37.74518(N)    121 15 39.67930(W) AD(       ) B
 QD0602  ELLIP H (02/26/02)  771.735  (m)                       GP(       ) 3 2
 QD0602  NAD 83(1991)-  44 33 37.74264(N)    121 15 39.67845(W) AD(       ) 2
 QD0602  NAD 83(1986)-  44 33 37.75121(N)    121 15 39.67836(W) AD(       ) 2
 QD0602  NAD 27      -  44 33 38.32200(N)    121 15 35.51600(W) AD(       ) 2
 QD0602  NAVD 88 (02/26/02)  793.19   (m)         2602.3    (f) LEVELING    3  
 QD0602  NGVD 29 (??/??/92)  792.090  (m)         2598.72   (f) ADJ UNCH    2 0
 QD0602
 QD0602.Superseded values are not recommended for survey control.
 QD0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0602.See file dsdata.txt to determine how the superseded data were derived.
 QD0602
 QD0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ3810235598(NAD 83)
 QD0602_MARKER: DS = TRIANGULATION STATION DISK
 QD0602_SETTING: 80 = SET IN A BOULDER
 QD0602_SP_SET: BOULDER
 QD0602_STAMPING: CROOK 1946
 QD0602_MARK LOGO: CGS   
 QD0602_MAGNETIC: N = NO MAGNETIC MATERIAL
 QD0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0602+STABILITY: SURFACE MOTION
 QD0602_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QD0602+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2008
 QD0602
 QD0602  HISTORY     - Date     Condition        Report By
 QD0602  HISTORY     - 1946     MONUMENTED       CGS
 QD0602  HISTORY     - 1975     SEE DESCRIPTION  NGS
 QD0602  HISTORY     - 1975     GOOD             NGS
 QD0602  HISTORY     - 1976     SEE DESCRIPTION  NGS
 QD0602  HISTORY     - 20001010 GOOD             BIA
 QD0602  HISTORY     - 20080513 GOOD             ORPRD
 QD0602
 QD0602                          STATION DESCRIPTION
 QD0602
 QD0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 QD0602'STATION IS LOCATED ABOUT 3.5 MILES NORTHWEST OF CULVER ON THE EAST
 QD0602'RIM OF CROOKED RIVER CANYON, 4 FEET NORTH OF A WIRE FENCE, 10 FEET
 QD0602'NORTHEAST OF WHERE THE FENCE ENDS AT THE EDGE OF A CLIFF AND 12
 QD0602'FEET EAST OF WHERE THE CANYON RIM BREAKS OFF SHEAR TO THE WEST.  IT
 QD0602'IS STAMPED CROOK 1946 AND PROJECTS 7 INCHES.
 QD0602'
 QD0602'REFERENCE MARK NO. 1 IS SOUTHWEST OF THE STATION AND 1.5 FEET
 QD0602'EAST OF THE EDGE OF THE CANYON.  IT IS STAMPED CROOK NO 1 1946 AND
 QD0602'IS FLUSH WITH THE GROUND.
 QD0602'
 QD0602'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION AND 2 FEET EAST
 QD0602'OF THE EDGE OF THE CANYON.  IT IS STAMPED CROOK NO 2 1946 AND IS
 QD0602'FLUSH WITH THE GROUND.
 QD0602'
 QD0602'TRIANGULATION STATION COVE IS USED AS AN AZIMUTH MARK.  IT IS
 QD0602'ABOUT 100 FEET WEST OF THE BRIDGE OVER CROOKED RIVER AND 23 PACES
 QD0602'EAST OF THE CENTER OF THE INTERSECTION OF THE MAIN ROAD AND THE
 QD0602'ROAD TO A RECREATIONAL AREA.  IT IS A STANDARD USC AND GS
 QD0602'STATION DISK SET IN OUTCROPPING BEDROCK AND IS STAMPED COVE 1946.
 QD0602'
 QD0602'TO REACH THE STATION FROM THE RAILROAD DEPOT IN CULVER, GO WEST
 QD0602'ON A DIRT ROAD FOR 0.7 MILE.  THEN RIGHT (NORTH) FOR 0.9 MILES TO
 QD0602'A T INTERSECTION ON THE LEFT*.  CONTINUE (NORTH) FOR 1.5 MILES TO
 QD0602'A RANCH HOUSE ON THE LEFT.  THEN LEFT (WEST) PASSING TO THE NORTH
 QD0602'OF THE HOUSE, THEN BEAR SOUTHWEST FOR ABOUT 100 FEET TO THE
 QD0602'SOUTHWEST CORNER OF THE BACK YARD.  THEN WEST, FOLLOWING A FENCE
 QD0602'LINE FOR 1.6 MILES TO THE CANYON RIM AND THE STATION.
 QD0602'
 QD0602'*TO REACH THE AZIMUTH MARK FROM THIS POINT, TURN WEST FOR 0.5
 QD0602'MILE.  THEN RIGHT (NORTH) FOR 0.5 MILE.  THEN LEFT FOR 2.7 MILES
 QD0602'TO THE BRIDGE OVER CROOKED RIVER AND THE MARK ON THE RIGHT.
 QD0602
 QD0602                          STATION RECOVERY (1975)
 QD0602
 QD0602'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 QD0602'THE STATION MARK, AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 QD0602'CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR, BUT NOT
 QD0602'RECOVERED.  A NEW AZIMUTH MARK WAS ESTABLISHED.  A DIFFERENCE WAS
 QD0602'FOUND IN THE HORIZONTAL ANGLE BETWEEN THE REFERENCE
 QD0602'MARKS.  LANDMARKS HAVE CHANGED.  THE ORIGINAL TO REACH IS
 QD0602'OBSOLETE.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 QD0602'
 QD0602'THE STATION IS ON THE EAST RIM OF THE CROOKED RIVER CANYON.
 QD0602'
 QD0602'TO REACH THE STATION FROM THE CULVER POST OFFICE GO WEST ON C
 QD0602'STREET, AND HUBER LANE FOR 0.9 MILE TO A T INTERSECTION, TURN
 QD0602'RIGHT, AND GO NORTH ON FEATHER LANE FOR 0.9 MILE TO A SIDE ROAD
 QD0602'LEFT, TURN LEFT, AND GO WEST, AND NORTH ON FISCH ROAD FOR 1.0
 QD0602'MILE TO A SIDE ROAD LEFT AT A TEXACO SERVICE STATION, TURN LEFT
 QD0602'AS PER SIGN, COVE STATE PARK, AND GO WEST FOR 0.3 MILE TO A
 QD0602'MACADAM ROAD RIGHT, TURN RIGHT AS PER SIGN, ROUND BUTTE DAM,
 QD0602'AND GO NORTHWEST ON THE MACADAM ROAD FOR 0.8 MILE TO A VIEWPOINT,
 QD0602'AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTHWEST ON THE
 QD0602'MACADAM ROAD FOR 0.7 MILE TO THE END OF TRUCK TRAVEL WHERE THE
 QD0602'POWER LINE CROSSES THE ROAD.  HIKE WEST FOR 250 FEET TO THE
 QD0602'EDGE OF THE RIM, AND THE STATION.
 QD0602'
 QD0602'THE STATION MARK, STAMPED CROOK 1946, IS A STANDARD DISK CEMENTED
 QD0602'IN A DRILL HOLE IN A BOULDER THAT PROJECTS 8-INCHES, 0.1 MILE
 QD0602'SOUTH OF A VIEWPOINT, 250 WEST OF TRIPLE POWER POLE NO. 025560,
 QD0602'12 FEET EAST OF THE EDGE OF THE RIM, 5 FEET NORTH OF THE REMAINS
 QD0602'OF AN OLD EAST-WEST FENCE LINE, AND 5 FEET SOUTHWEST OF A METAL
 QD0602'WITNESS POST.  (NOTE 4)
 QD0602'
 QD0602'REFERENCE MARK NO. 1, STAMPED CROOK NO 1 1946, IS A STANDARD
 QD0602'DISK CEMENTED IN A DRILL HOLE IN BEDROCK AT THE EDGE OF THE
 QD0602'RIM.  (NOTE 12A)
 QD0602'
 QD0602'REFERENCE MARK NO. 2, STAMPED CROOK NO 2 1946, IS A STANDARD
 QD0602'DISK CEMENTED IN A DRILL HOLE IN BEDROCK 2 FEET EAST OF THE EDGE
 QD0602'OF THE RIM.  (NOTE 12A)
 QD0602'
 QD0602'THE AZIMUTH MARK, STAMPED CROOK 1946 AZ 1975, IS A STANDARD
 QD0602'REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS
 QD0602'3 BY 3-FEET, AND PROJECTS 4-INCHES, 33 FEET NORTHEAST OF THE
 QD0602'NORTHEAST END OF THE MASONRY WALL AROUND A VIEWPOINT, 30 FEET
 QD0602'SOUTH OF A FENCE POST, AT THE WEST END OF AN OLD EAST-WEST FENCE
 QD0602'LINE, AND 30 FEET EAST OF THE EDGE OF THE RIM.
 QD0602'
 QD0602'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QD0602'4 MILES NORTHWEST OF CULVER.
 QD0602
 QD0602                          STATION RECOVERY (1975)
 QD0602
 QD0602'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 QD0602'4 MI NW FROM CULVER.
 QD0602'REACHED FROM THE CULVER POST OFFICE BY GOING WEST ON C STREET, AND
 QD0602'HUBER LANE FOR 0.9 MILE TO A T INTERSECTION, TURN RIGHT, AND GO NORTH
 QD0602'ON FEATHER LANE FOR 0.9 MILE TO A SIDE ROAD LEFT, TURN LEFT, AND GO
 QD0602'WEST, AND NORTH ON FISCH ROAD FOR 1.0 MILE TO A SIDE ROAD LEFT, AT A
 QD0602'TEXACO SERVICE STATION, TURN LEFT, AND GO WEST FOR 0.3 MILE TO A SIDE
 QD0602'ROAD RIGHT, TURN RIGHT, AND GO NORTHWEST ON THE MACADAM ROAD FOR 1.5
 QD0602'MILES TO THE END OF TRUCK TRAVEL, WHERE A POWER LINE CROSSES THE ROAD.
 QD0602'HIKE WEST FOR 250 FEET TO THE EDGE OF THE RIM, AND THE STATION, 0.1
 QD0602'MILE SOUTH OF A VIEWPOINT, 250 FEET WEST OF TRIPLE POWER POLE NO.
 QD0602'025560, 12 FEET EAST OF THE EDGE OF THE RIM, 5 FEET NORTH OF THE
 QD0602'REMAINS OF AN OLD EAST-WEST FENCE LINE, AND 5 FEET SOUTHWEST OF A
 QD0602'METAL WITNESS POST, CEMENTED IN A DRILL HOLE IN A BOULDER THAT
 QD0602'PROJECTS 8-INCHES.  TRIANGULATION STATION CROOK 1946.
 QD0602
 QD0602                          STATION RECOVERY (1976)
 QD0602
 QD0602'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 QD0602'THE STATION MARK, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK WERE
 QD0602'RECOVERED IN GOOD CONDITION AS DESCRIBED BY C.L.N.  THE TO REACH
 QD0602'IS CORRECT, AND ADEQUATE FOR RECOVERY.
 QD0602'
 QD0602'WHEN THE AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION IT WAS
 QD0602'ERRONEOUSLY STAMPED.  USING A CHISEL THE 2 WAS REMOVED FROM THE
 QD0602'DISK DURING THIS VISIT.  THE AZIMUTH MARK IS NOW STAMPED CROOK
 QD0602'1946 AZ 1975.
 QD0602'
 QD0602'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QD0602'4 MILES NORTHWEST OF CULVER.
 QD0602
 QD0602                          STATION RECOVERY (2000)
 QD0602
 QD0602'RECOVERY NOTE BY BUREAU OF INDIAN AFFAIRS 2000 (CP)
 QD0602'RECOVERED AS DESCRIBED.
 QD0602' 
 QD0602' 
 QD0602'
 QD0602
 QD0602                          STATION RECOVERY (2008)
 QD0602
 QD0602'RECOVERY NOTE BY   2008 (DAT)
 QD0602'BOTH REFERENCE MARKS RECOVERED IN GOOD SHAPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1784 ***********************************************************************
 QD1784  DESIGNATION -  CROOK
 QD1784  PID         -  QD1784
 QD1784  STATE/COUNTY-  OR/CROOK
 QD1784  USGS QUAD   -  GRIZZLY MTN (1992)
 QD1784
 QD1784                         *CURRENT SURVEY CONTROL
 QD1784  ___________________________________________________________________
 QD1784* NAD 83(1991)-  44 24 23.41995(N)    120 59 03.68680(W)     ADJUSTED  
 QD1784* NAVD 88     -      1108.     (meters)    3635.     (feet)  SCALED    
 QD1784  ___________________________________________________________________
 QD1784  LAPLACE CORR-           5.43  (seconds)                    DEFLEC99
 QD1784  GEOID HEIGHT-         -20.69  (meters)                     GEOID03
 QD1784  HORZ ORDER  -  THIRD
 QD1784
 QD1784.The horizontal coordinates were established by classical geodetic methods
 QD1784.and adjusted by the National Geodetic Survey in October 1991.
 QD1784
 QD1784.The orthometric height was scaled from a topographic map.
 QD1784
 QD1784.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1784
 QD1784.The geoid height was determined by GEOID03.
 QD1784
 QD1784;                    North         East     Units Scale Factor Converg.
 QD1784;SPC OR S     -   304,487.341 1,461,413.002   MT  1.00012882   -0 19 52.9
 QD1784;SPC OR S     -   998,974.22  4,794,662.08   iFT  1.00012882   -0 19 52.9
 QD1784;SPC OR N     -    82,329.119 2,461,418.668   MT  0.99998238   -0 20 36.6
 QD1784;SPC OR N     -   270,108.66  8,075,520.56   iFT  0.99998238   -0 20 36.6
 QD1784;UTM  10      - 4,918,999.982   660,495.645   MT  0.99991679   +1 24 38.6
 QD1784
 QD1784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1784!SPC OR S     -   0.99982952  x   1.00012882  =   0.99995832
 QD1784!SPC OR N     -   0.99982952  x   0.99998238  =   0.99981190
 QD1784!UTM  10      -   0.99982952  x   0.99991679  =   0.99974633
 QD1784
 QD1784                          SUPERSEDED SURVEY CONTROL
 QD1784
 QD1784  NAD 83(1986)-  44 24 23.43229(N)    120 59 03.67823(W) AD(       ) 3
 QD1784  NAD 27      -  44 24 23.98500(N)    120 58 59.56900(W) AD(       ) 3
 QD1784
 QD1784.Superseded values are not recommended for survey control.
 QD1784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1784.See file dsdata.txt to determine how the superseded data were derived.
 QD1784
 QD1784_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ6049619000(NAD 83)
 QD1784_MARKER: Z = SEE DESCRIPTION
 QD1784_SETTING: 0 = UNSPECIFIED SETTING
 QD1784_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD1784
 QD1784  HISTORY     - Date     Condition        Report By
 QD1784  HISTORY     - 1939     MONUMENTED       ORDT
 QD1784
 QD1784                          STATION DESCRIPTION
 QD1784
 QD1784'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1939 (LAM)
 QD1784'STATION IS ABOUT 10 MILES NW OF PRINEVILLE ON WARM SPRINGS
 QD1784'SECONDARY HIGHWAY, 2000 FEET S OF ROAD, 500 FEET E OF
 QD1784'JEFFERSON-CROOK COUNTY LINE, ON POINT OF HIGH RIDGE BEARING
 QD1784'SW-NE.  STATION IS ON THE MOST NORTHERLY POINT OF RIDGE.  IT IS
 QD1784'MARKED BY O.S.H.D. DISK, STAMPED CROOK 1938, SET IN CONCRETE
 QD1784'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1042 ***********************************************************************
 OA1042  DESIGNATION -  CROOK
 OA1042  PID         -  OA1042
 OA1042  STATE/COUNTY-  OR/CURRY
 OA1042  USGS QUAD   -  CAPE SEBASTIAN (1986)
 OA1042
 OA1042                         *CURRENT SURVEY CONTROL
 OA1042  ___________________________________________________________________
 OA1042* NAD 83(1991)-  42 16 53.71458(N)    124 23 44.96771(W)     ADJUSTED  
 OA1042* NAVD 88     -        80.     (meters)     262.     (feet)  SCALED    
 OA1042  ___________________________________________________________________
 OA1042  LAPLACE CORR-          14.66  (seconds)                    DEFLEC99
 OA1042  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 OA1042  HORZ ORDER  -  THIRD
 OA1042
 OA1042.The horizontal coordinates were established by classical geodetic methods
 OA1042.and adjusted by the National Geodetic Survey in October 1991.
 OA1042
 OA1042.The orthometric height was scaled from a topographic map.
 OA1042
 OA1042.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1042
 OA1042.The geoid height was determined by GEOID03.
 OA1042
 OA1042;                    North         East     Units Scale Factor Converg.
 OA1042;SPC OR S     -    75,781.781 1,178,766.486   MT  1.00001343   -2 39 55.1
 OA1042;SPC OR S     -   248,627.89  3,867,344.11   iFT  1.00001343   -2 39 55.1
 OA1042;UTM  10      - 4,681,984.569   384,911.093   MT  0.99976297   -0 56 21.0
 OA1042
 OA1042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1042!SPC OR S     -   0.99999180  x   1.00001343  =   1.00000523
 OA1042!UTM  10      -   0.99999180  x   0.99976297  =   0.99975477
 OA1042
 OA1042:                Primary Azimuth Mark                     Grid Az
 OA1042:SPC OR S     -  DUNE                                     206 35 42.5
 OA1042:UTM  10      -  DUNE                                     204 52 08.4
 OA1042
 OA1042|---------------------------------------------------------------------|
 OA1042| PID    Reference Object                     Distance      Geod. Az  |
 OA1042|                                                           dddmmss.s |
 OA1042| OA1029 DUNE                                APPROX. 1.8 KM 2035547.4 |
 OA1042|---------------------------------------------------------------------|
 OA1042
 OA1042                          SUPERSEDED SURVEY CONTROL
 OA1042
 OA1042  NAD 83(1986)-  42 16 53.69498(N)    124 23 44.97503(W) AD(       ) 3
 OA1042  NAD 27      -  42 16 54.29500(N)    124 23 40.57100(W) AD(       ) 3
 OA1042
 OA1042.Superseded values are not recommended for survey control.
 OA1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1042.See file dsdata.txt to determine how the superseded data were derived.
 OA1042
 OA1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCM8491181985(NAD 83)
 OA1042
 OA1042  HISTORY     - Date     Condition        Report By
 OA1042  HISTORY     - 1873     MONUMENTED       CGS
 OA1042  HISTORY     - 1933     SEE DESCRIPTION  ORGS
 OA1042
 OA1042                          STATION DESCRIPTION
 OA1042
 OA1042'DESCRIBED BY COAST AND GEODETIC SURVEY 1873 (AWC)
 OA1042'ON AN ISOLATED LOMA OR ROUNDED HILL AT THE RIGHT OF THE POINT WHERE
 OA1042'THE TRAIL CLIMBS THE BLUFF AFTER LEAVING THE RIVER.
 OA1042'
 OA1042'THE STATION IS MARKED BY A BOTTLE BURIED 3 FEET BELOW THE SURFACE,
 OA1042'AND AT THE SURFACE THERE ARE THREE STUBS WITH A COPPER TACK IN THE
 OA1042'TOP OF EACH, DISTANT 3 FEET AND BEARING N, S AND E (MAGNETIC).  IT
 OA1042'CAN PROBABLY ONLY BE RECOVERED BY MEANS OF OTHER TRIANGULATION.
 OA1042
 OA1042                          STATION RECOVERY (1933)
 OA1042
 OA1042'RECOVERY NOTE BY OREGON GEODETIC SURVEY 1933
 OA1042'STATION IS ABOUT 9.25 MILES AIR LINE S AND EASTERLY FROM THE TOWN
 OA1042'OF GOLD BEACH, ABOUT 0.5 MILE N OF PISTOL RIVER AND CLOSE TO THE
 OA1042'OREGON COAST HIGHWAY.  THE STATION IS LOCATED ON AN ISOLATED
 OA1042'ROUNDED HILL AT THE POINT WHERE THE OLD TRAIL CLIMBS THE BLUFF
 OA1042'AFTER LEAVING THE RIVER.  THE STATION WAS SEARCHED FOR
 OA1042'UNSUCCESSFULLY IN 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1155 ***********************************************************************
 OA1155  DESIGNATION -  CROOK
 OA1155  PID         -  OA1155
 OA1155  STATE/COUNTY-  OR/DOUGLAS
 OA1155  USGS QUAD   -  LAKESIDE (1985)
 OA1155
 OA1155                         *CURRENT SURVEY CONTROL
 OA1155  ___________________________________________________________________
 OA1155* NAD 83(1991)-  43 36 57.20533(N)    124 12 59.09956(W)     ADJUSTED  
 OA1155* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 OA1155  ___________________________________________________________________
 OA1155  LAPLACE CORR-          16.74  (seconds)                    DEFLEC99
 OA1155  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 OA1155  HORZ ORDER  -  THIRD
 OA1155
 OA1155.The horizontal coordinates were established by classical geodetic methods
 OA1155.and adjusted by the National Geodetic Survey in October 1991.
 OA1155
 OA1155.The orthometric height was scaled from a topographic map.
 OA1155
 OA1155.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1155
 OA1155.The geoid height was determined by GEOID03.
 OA1155
 OA1155;                    North         East     Units Scale Factor Converg.
 OA1155;SPC OR S     -   223,182.370 1,200,125.014   MT  0.99992505   -2 32 33.3
 OA1155;SPC OR S     -   732,225.62  3,937,418.02   iFT  0.99992505   -2 32 33.3
 OA1155;UTM  10      - 4,829,930.857   401,847.547   MT  0.99971850   -0 50 21.0
 OA1155
 OA1155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1155!SPC OR S     -   1.00000353  x   0.99992505  =   0.99992858
 OA1155!UTM  10      -   1.00000353  x   0.99971850  =   0.99972203
 OA1155
 OA1155:                Primary Azimuth Mark                     Grid Az
 OA1155:SPC OR S     -  HUMP                                     149 08 47.2
 OA1155:UTM  10      -  HUMP                                     147 26 34.9
 OA1155
 OA1155|---------------------------------------------------------------------|
 OA1155| PID    Reference Object                     Distance      Geod. Az  |
 OA1155|                                                           dddmmss.s |
 OA1155| OA1160 HUMP                                APPROX. 2.2 KM 1463613.9 |
 OA1155| CE1376 CROOK RM 1                           20.893 METERS 24256     |
 OA1155| CE1377 CROOK RM 2                           26.580 METERS 34013     |
 OA1155|---------------------------------------------------------------------|
 OA1155
 OA1155                          SUPERSEDED SURVEY CONTROL
 OA1155
 OA1155  NAD 83(1986)-  43 36 57.20850(N)    124 12 59.14713(W) AD(       ) 3
 OA1155  NAD 27      -  43 36 57.76500(N)    124 12 54.76100(W) AD(       ) 3
 OA1155
 OA1155.Superseded values are not recommended for survey control.
 OA1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1155.See file dsdata.txt to determine how the superseded data were derived.
 OA1155
 OA1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP0184829931(NAD 83)
 OA1155_MARKER: Z = SEE DESCRIPTION
 OA1155_SETTING: 0 = UNSPECIFIED SETTING
 OA1155
 OA1155  HISTORY     - Date     Condition        Report By
 OA1155  HISTORY     - 1928     MONUMENTED       CGS
 OA1155
 OA1155                          STATION DESCRIPTION
 OA1155
 OA1155'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (GLB)
 OA1155'THIS STATION IS 3 MILES S OF THE MOUTH OF THE UMPQUA RIVER, 1.2
 OA1155'MILES N OF THE SMALL CREEK THAT EMPTIES AT THE WRECK OF THE OLD
 OA1155'SCHOONER ON THE BEACH, AND 50 METERS IN FROM THE ORDINARY
 OA1155'HIGH-WATER LINE.  ABOUT SE BY E OF THE STATION THERE IS A SHARP
 OA1155'POINTED HILL WITH TREES ON ITS TOP SURROUNDED BY BARE SAND
 OA1155'SLOPES.  STATION IS ON TOP OF GRASS-COVERED SAND DUNE.
 OA1155'
 OA1155'SURFACE MARK IS A STANDARD BRONZE DISK SET IN CONCRETE AT THE
 OA1155'CENTER OF THE TOP OF A TILE.
 OA1155'
 OA1155'UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 OA1155'CONCRETE, AS DESCRIBED IN NOTES 7A AND 11A.
 OA1155'
 OA1155'REFERENCE MARK NO.1 IS ON A GRASS-COVERED SAND DUNE SW OF THE
 OA1155'STATION.
 OA1155'
 OA1155'REFERENCE MARK NO.2 IS ON A GRASS-COVERED SAND DUNE NW OF THE
 OA1155'STATION.
 OA1155'
 OA1155'WITNESS MARKS AS FOLLOWS, DISTANCES AND DIRECTIONS BEING
 OA1155'ESTIMATED--3-1/2 METERS NW OF THE STATION MARK, A 6- BY 6-INCH
 OA1155'BY 6-FOOT POST.  2-1/2 METERS N BY E OF REFERENCE MARK NO.1, A
 OA1155'4- BY 4-INCH BY 6-FOOT POST.  3-1/2 METERS E BY N OF REFERENCE
 OA1155'MARK NO.2, A 6- BY 6-INCH BY 6-FOOT POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0767 ***********************************************************************
 NY0767  DESIGNATION -  CROOK PEAK HIGHEST POINT
 NY0767  PID         -  NY0767
 NY0767  STATE/COUNTY-  OR/LAKE
 NY0767  USGS QUAD   -  CROOK PEAK (1968)
 NY0767
 NY0767                         *CURRENT SURVEY CONTROL
 NY0767  ___________________________________________________________________
 NY0767* NAD 83(1991)-  42 21 43.94651(N)    120 09 04.34660(W)     ADJUSTED  
 NY0767* NAVD 88     -              **(meters)            **(feet)            
 NY0767  ___________________________________________________________________
 NY0767  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 NY0767  GEOID HEIGHT-         -20.37  (meters)                     GEOID03
 NY0767  HORZ ORDER  -  THIRD
 NY0767
 NY0767.The horizontal coordinates were established by classical geodetic methods
 NY0767.and adjusted by the National Geodetic Survey in October 1991.
 NY0767
 NY0767
 NY0767.The Laplace correction was computed from DEFLEC99 derived deflections.
 NY0767
 NY0767.The geoid height was determined by GEOID03.
 NY0767
 NY0767;                    North         East     Units Scale Factor Converg.
 NY0767;SPC OR S     -    77,323.861 1,528,732.987   MT  0.99999285   +0 14 19.1
 NY0767;SPC OR S     -   253,687.21  5,015,528.17   iFT  0.99999285   +0 14 19.1
 NY0767;UTM  10      - 4,693,924.475   734,596.588   MT  1.00027720   +1 55 13.6
 NY0767
 NY0767                          SUPERSEDED SURVEY CONTROL
 NY0767
 NY0767  NAD 83(1986)-  42 21 43.95097(N)    120 09 04.34543(W) AD(       ) 4
 NY0767  NAD 27      -  42 21 44.39700(N)    120 09 00.49800(W) AD(       ) 3
 NY0767
 NY0767.Superseded values are not recommended for survey control.
 NY0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0767.See file dsdata.txt to determine how the superseded data were derived.
 NY0767
 NY0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGM3459793924(NAD 83)
 NY0767
 NY0767  HISTORY     - Date     Condition        Report By
 NY0767  HISTORY     - 1920     MONUMENTED       CGS
 NY0767  HISTORY     - 1936     SEE DESCRIPTION  USFS
 NY0767
 NY0767                          STATION DESCRIPTION
 NY0767
 NY0767'DESCRIBED BY US FOREST SERVICE 1936
 NY0767'THIS INTERSECTED POSITION IS THE HIGHEST POINT OF CROOK PEAK,
 NY0767'SITUATED ABOUT 16 MILES AIRLINE NE OF LAKEVIEW.  THIS IS A HIGH,
 NY0767'BALD POINT, WITH A STEEP FACE TO THE E.  TO REACH THE SUMMIT,
 NY0767'SECURE DIRECTIONS FROM THE U.S. FOREST SERVICE AT LAKEVIEW.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0604 ***********************************************************************
 QD0604  DESIGNATION -  CROOK RM 1
 QD0604  PID         -  QD0604
 QD0604  STATE/COUNTY-  OR/JEFFERSON
 QD0604  USGS QUAD   -  ROUND BUTTE DAM (1992)
 QD0604
 QD0604                         *CURRENT SURVEY CONTROL
 QD0604  ___________________________________________________________________
 QD0604* NAD 83(1986)-  44 33 37.     (N)    121 15 39.     (W)     SCALED    
 QD0604* NAVD 88     -       792.894  (meters)    2601.35   (feet)  ADJUSTED  
 QD0604  ___________________________________________________________________
 QD0604  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 QD0604  DYNAMIC HT  -         792.672 (meters)    2600.62  (feet)  COMP
 QD0604  MODELED GRAV-     980,312.2   (mgal)                       NAVD 88
 QD0604
 QD0604  VERT ORDER  -  SECOND    CLASS 0
 QD0604
 QD0604.The horizontal coordinates were scaled from a topographic map and have
 QD0604.an estimated accuracy of +/- 6 seconds.
 QD0604
 QD0604.The orthometric height was determined by differential leveling
 QD0604.and adjusted in June 1991.
 QD0604
 QD0604.The geoid height was determined by GEOID03.
 QD0604
 QD0604.The dynamic height is computed by dividing the NAVD 88
 QD0604.geopotential number by the normal gravity value computed on the
 QD0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0604.degrees latitude (g = 980.6199 gals.).
 QD0604
 QD0604.The modeled gravity was interpolated from observed gravity values.
 QD0604
 QD0604;                    North         East    Units  Estimated Accuracy
 QD0604;SPC OR N     -    99,590.    2,439,560.      MT  (+/- 180 meters Scaled)
 QD0604
 QD0604                          SUPERSEDED SURVEY CONTROL
 QD0604
 QD0604  NGVD 29 (??/??/92)  791.797  (m)         2597.75   (f) ADJ UNCH    2 0
 QD0604
 QD0604.Superseded values are not recommended for survey control.
 QD0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0604.See file dsdata.txt to determine how the superseded data were derived.
 QD0604
 QD0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ381355(NAD 83)
 QD0604_MARKER: DR = REFERENCE MARK DISK
 QD0604_SETTING: 66 = SET IN ROCK OUTCROP
 QD0604_SP_SET: BEDROCK
 QD0604_STAMPING: CROOK NO 1 1946
 QD0604_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QD0604+STABILITY: POSITION/ELEVATION WELL
 QD0604
 QD0604  HISTORY     - Date     Condition        Report By
 QD0604  HISTORY     - 1946     MONUMENTED       CGS
 QD0604  HISTORY     - 1975     GOOD             NGS
 QD0604
 QD0604                          STATION DESCRIPTION
 QD0604
 QD0604'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 QD0604'4 MI NW FROM CULVER.
 QD0604'REACHED FROM THE CULVER POST OFFICE BY GOING WEST ON C STREET, AND
 QD0604'HUBER LANE FOR 0.9 MILE TO A T INTERSECTION, TURN RIGHT, AND GO NORTH
 QD0604'ON FEATHER DRIVE FOR 0.9 MILE TO A SIDE ROAD LEFT, TURN LEFT, AND GO
 QD0604'WEST, AND NORTH ON FISCH ROAD FOR 1.0 MILE TO A SIDE ROAD LEFT, AT A
 QD0604'TEXACO SERVICE STATION, TURN LEFT, AND GO WEST FOR 0.3 MILE TO A
 QD0604'MACADAM ROAD RIGHT, TURN RIGHT, AND GO NORTHWEST ON THE MACADAM ROAD
 QD0604'FOR 1.5 MILES TO THE END OF TRUCK TRAVEL.  HIKE WEST FOR 250 FEET TO
 QD0604'THE EDGE OF THE RIM, AND THE MARK, 16 FEET SOUTHWEST OF A METAL
 QD0604'WITNESS POST, AND 11.54 FEET SOUTHWEST OF TRIANGULATION STATION CROOK
 QD0604'1946, CEMENTED IN A DRILL HOLE IN BEDROCK.  REFERENCE MARK FOR
 QD0604'TRIANGULATION STATION CROOK 1946.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0603 ***********************************************************************
 QD0603  DESIGNATION -  CROOK RM 2
 QD0603  PID         -  QD0603
 QD0603  STATE/COUNTY-  OR/JEFFERSON
 QD0603  USGS QUAD   -  ROUND BUTTE DAM (1992)
 QD0603
 QD0603                         *CURRENT SURVEY CONTROL
 QD0603  ___________________________________________________________________
 QD0603* NAD 83(1986)-  44 33 37.     (N)    121 15 39.     (W)     SCALED    
 QD0603* NAVD 88     -       792.995  (meters)    2601.68   (feet)  ADJUSTED  
 QD0603  ___________________________________________________________________
 QD0603  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 QD0603  DYNAMIC HT  -         792.773 (meters)    2600.96  (feet)  COMP
 QD0603  MODELED GRAV-     980,312.2   (mgal)                       NAVD 88
 QD0603
 QD0603  VERT ORDER  -  SECOND    CLASS 0
 QD0603
 QD0603.The horizontal coordinates were scaled from a topographic map and have
 QD0603.an estimated accuracy of +/- 6 seconds.
 QD0603
 QD0603.The orthometric height was determined by differential leveling
 QD0603.and adjusted in June 1991.
 QD0603
 QD0603.The geoid height was determined by GEOID03.
 QD0603
 QD0603.The dynamic height is computed by dividing the NAVD 88
 QD0603.geopotential number by the normal gravity value computed on the
 QD0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0603.degrees latitude (g = 980.6199 gals.).
 QD0603
 QD0603.The modeled gravity was interpolated from observed gravity values.
 QD0603
 QD0603;                    North         East    Units  Estimated Accuracy
 QD0603;SPC OR N     -    99,590.    2,439,560.      MT  (+/- 180 meters Scaled)
 QD0603
 QD0603                          SUPERSEDED SURVEY CONTROL
 QD0603
 QD0603  NGVD 29 (??/??/92)  791.898  (m)         2598.09   (f) ADJ UNCH    2 0
 QD0603
 QD0603.Superseded values are not recommended for survey control.
 QD0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0603.See file dsdata.txt to determine how the superseded data were derived.
 QD0603
 QD0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ381355(NAD 83)
 QD0603_MARKER: DR = REFERENCE MARK DISK
 QD0603_SETTING: 66 = SET IN ROCK OUTCROP
 QD0603_SP_SET: BEDROCK
 QD0603_STAMPING: CROOK NO 2 1946
 QD0603_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QD0603+STABILITY: POSITION/ELEVATION WELL
 QD0603
 QD0603  HISTORY     - Date     Condition        Report By
 QD0603  HISTORY     - 1946     MONUMENTED       CGS
 QD0603  HISTORY     - 1975     GOOD             NGS
 QD0603
 QD0603                          STATION DESCRIPTION
 QD0603
 QD0603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 QD0603'4 MI NW FROM CULVER.
 QD0603'REACHED FROM THE CULVER POST OFFICE BY GOING WEST ON C STREET, AND
 QD0603'HUBER LANE FOR 0.9 MILE TO A T INTERSECTION, TURN RIGHT, AND GO NORTH
 QD0603'ON FEATHER DRIVE FOR 0.9 MILE TO A SIDE ROAD LEFT, TURN LEFT, AND GO
 QD0603'WEST, AND NORTH ON FISCH ROAD FOR 1.0 MILE TO A SIDE ROAD LEFT, AT A
 QD0603'TEXACO SERVICE STATION, TURN LEFT, AND GO WEST FOR 0.3 MILE TO A
 QD0603'MACADAM ROAD RIGHT, TURN RIGHT, AND GO NORTHWEST ON THE MACADAM ROAD
 QD0603'FOR 1.5 MILES TO THE END OF TRUCK TRAVEL.  HIKE WEST FOR 250 FEET TO
 QD0603'THE EDGE OF THE RIM, AND THE MARK, 0.1 MILE SOUTH OF A VIEWPOINT, AND
 QD0603'14.64 FEET NORTHWEST OF TRIANGULATION STATION CROOK 1946, CEMENTED IN
 QD0603'A DRILL HOLE IN BEDROCK 2 FEET EAST OF THE EDGE OF THE RIM. REFERENCE
 QD0603'MARK FOR TRIANGULATION STATION CROOK 1946.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1034 ***********************************************************************
 OA1034  DESIGNATION -  CROOK ROCK
 OA1034  PID         -  OA1034
 OA1034  STATE/COUNTY-  OR/CURRY
 OA1034  USGS QUAD   -  CAPE SEBASTIAN (1986)
 OA1034
 OA1034                         *CURRENT SURVEY CONTROL
 OA1034  ___________________________________________________________________
 OA1034* NAD 83(1991)-  42 15 06.49792(N)    124 24 49.30416(W)     ADJUSTED  
 OA1034* NAVD 88     -              **(meters)            **(feet)            
 OA1034  ___________________________________________________________________
 OA1034  LAPLACE CORR-          14.09  (seconds)                    DEFLEC99
 OA1034  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 OA1034  HORZ ORDER  -  THIRD
 OA1034
 OA1034.The horizontal coordinates were established by classical geodetic methods
 OA1034.and adjusted by the National Geodetic Survey in October 1991.
 OA1034
 OA1034
 OA1034.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1034
 OA1034.The geoid height was determined by GEOID03.
 OA1034
 OA1034;                    North         East     Units Scale Factor Converg.
 OA1034;SPC OR S     -    72,545.857 1,177,139.424   MT  1.00002152   -2 40 39.2
 OA1034;SPC OR S     -   238,011.34  3,862,005.98   iFT  1.00002152   -2 40 39.2
 OA1034;UTM  10      - 4,678,701.921   383,382.649   MT  0.99976733   -0 57 02.4
 OA1034
 OA1034                          SUPERSEDED SURVEY CONTROL
 OA1034
 OA1034  NAD 83(1986)-  42 15 06.47935(N)    124 24 49.30997(W) AD(       ) 4
 OA1034  NAD 27      -  42 15 07.10500(N)    124 24 44.92300(W) AD(       ) 3
 OA1034
 OA1034.Superseded values are not recommended for survey control.
 OA1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1034.See file dsdata.txt to determine how the superseded data were derived.
 OA1034
 OA1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCM8338378702(NAD 83)
 OA1034
 OA1034  HISTORY     - Date     Condition        Report By
 OA1034  HISTORY     - 1924     MONUMENTED       CGS
 OA1034  HISTORY     - 1934     SEE DESCRIPTION  ORGS
 OA1034
 OA1034                          STATION DESCRIPTION
 OA1034
 OA1034'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (FWH)
 OA1034'THIS STATION IS A HIGH PROMINENT ROCK ON THE END OF CROOKS
 OA1034'POINT.  IT IS THE ONLY LARGE ROCK ON THE MAINLAND AT THIS POINT.
 OA1034
 OA1034                          STATION RECOVERY (1934)
 OA1034
 OA1034'RECOVERY NOTE BY OREGON GEODETIC SURVEY 1934
 OA1034'STATION RECOVERED AS DESCRIBED.  IT IS ABOUT 2 MILES S OF PISTOL
 OA1034'RIVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0353 ***********************************************************************
 NW0353  DESIGNATION -  CROOKED
 NW0353  PID         -  NW0353
 NW0353  STATE/COUNTY-  OR/MALHEUR
 NW0353  USGS QUAD   -  FLAT TOP MTN (1980)
 NW0353
 NW0353                         *CURRENT SURVEY CONTROL
 NW0353  ___________________________________________________________________
 NW0353* NAD 83(1991)-  42 43 04.44336(N)    117 56 45.76086(W)     ADJUSTED  
 NW0353* NAVD 88     -      1394.7    (meters)    4576.     (feet)  VERTCON   
 NW0353  ___________________________________________________________________
 NW0353  LAPLACE CORR-           1.97  (seconds)                    DEFLEC99
 NW0353  GEOID HEIGHT-         -18.43  (meters)                     GEOID03
 NW0353  HORZ ORDER  -  SECOND
 NW0353
 NW0353.The horizontal coordinates were established by classical geodetic methods
 NW0353.and adjusted by the National Geodetic Survey in October 1991.
 NW0353
 NW0353.The NAVD 88 height was computed by applying the VERTCON shift value to
 NW0353.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NW0353
 NW0353.The Laplace correction was computed from DEFLEC99 derived deflections.
 NW0353
 NW0353.The geoid height was determined by GEOID03.
 NW0353
 NW0353;                    North         East     Units Scale Factor Converg.
 NW0353;SPC OR S     -   119,963.484 1,709,154.119   MT  0.99992536   +1 44 50.2
 NW0353;SPC OR S     -   393,580.98  5,607,461.02   iFT  0.99992536   +1 44 50.2
 NW0353;UTM  11      - 4,729,922.811   422,537.347   MT  0.99967382   -0 38 30.5
 NW0353
 NW0353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NW0353!SPC OR S     -   0.99978421  x   0.99992536  =   0.99970959
 NW0353!UTM  11      -   0.99978421  x   0.99967382  =   0.99945810
 NW0353
 NW0353|---------------------------------------------------------------------|
 NW0353| PID    Reference Object                     Distance      Geod. Az  |
 NW0353|                                                           dddmmss.s |
 NW0353| CD6311 CROOKED RM 1                          5.840 METERS 06105     |
 NW0353| CD6310 CROOKED AZ MK                                      2312537.3 |
 NW0353| CD6312 CROOKED RM 2                          5.678 METERS 23433     |
 NW0353|---------------------------------------------------------------------|
 NW0353
 NW0353                          SUPERSEDED SURVEY CONTROL
 NW0353
 NW0353  NAD 83(1986)-  42 43 04.44881(N)    117 56 45.76112(W) AD(       ) 2
 NW0353  NAD 27      -  42 43 04.87627(N)    117 56 42.18166(W) AD(       ) 2
 NW0353  NGVD 29 (07/19/86) 1393.6    (m)         4572.     (f) VERT ANG    3  
 NW0353
 NW0353.Superseded values are not recommended for survey control.
 NW0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0353.See file dsdata.txt to determine how the superseded data were derived.
 NW0353
 NW0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH2253729923(NAD 83)
 NW0353_MARKER: DS = TRIANGULATION STATION DISK
 NW0353_SETTING: 80 = SET IN A BOULDER
 NW0353_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 NW0353
 NW0353  HISTORY     - Date     Condition        Report By
 NW0353  HISTORY     - 1956     MONUMENTED       CGS
 NW0353  HISTORY     - 1969     GOOD             USGS
 NW0353  HISTORY     - 1972     GOOD             USGS
 NW0353  HISTORY     - 1975     GOOD             USGS
 NW0353
 NW0353                          STATION DESCRIPTION
 NW0353
 NW0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 NW0353'THE STATION IS LOCATED 42 MILES NORTH-NORTHWEST OF MC DERMITT,
 NW0353'NEVADA, 8.5 MILES SOUTHWEST OF THE JUNCTION OF U.S. HIGHWAY 95
 NW0353'AND STATE HIGHWAY 78, 3 MILES NORTHWEST OF A LARGE RANCH ON
 NW0353'CROOKED CREEK AND ON THE TOP OF A PROMINENT HORSESHOE-SHAPED
 NW0353'MESA.
 NW0353'
 NW0353'TO REACH THE STATION FROM THE POST OFFICE IN MC DERMITT, NEVADA,
 NW0353'GO NORTH ON U.S. HIGHWAY 95 FOR 50.0 MILES TO A DEEP DRAW AND A
 NW0353'SIGN CROOKED CREEK, CONTINUE NORTH ON U.S. HIGHWAY 95 FOR 0.8
 NW0353'MILES TO A BLADED ROAD LEFT (NORTHWEST).  THIS POINT IS 6.15 MILES
 NW0353'SOUTH OF THE JUNCTION OF U.S. HIGHWAY 95 AND STATE HIGHWAY
 NW0353'78.  TURN LEFT AND GO NORTHWEST AND WEST ALONG THE BLADED ROAD
 NW0353'FOR 1.2 MILES TO A TRACK ROAD RIGHT, JUST BEFORE CROSSING A
 NW0353'CATTLE GUARD.  TURN RIGHT AND GO NORTH FOR 0.15 MILES TO A
 NW0353'T-INTERSECTION AT A FENCE CORNER.  TURN LEFT (WEST) AND GO WEST
 NW0353'AND SOUTH FOR 1.9 MILES ALONG THE TRACK ROAD TO A FORK.  TAKE
 NW0353'THE RIGHT FORK (SOUTHWEST) AND GO FOR 0.6 MILE TO A SMALL
 NW0353'CAIRN ON THE RIGHT.  TURN RIGHT AND GO ACROSS COUNTRY
 NW0353'FOR 2.55 MILES TO A SMALL SADDLE AT THE SOUTHWEST END OF A
 NW0353'PROMINENT HORSESHOE-SHAPED MESA.  TURN RIGHT IN THE SADDLE AND
 NW0353'GO NORTH, UP THE HILL, TO THE TOP OF THE MESA AND CONTINUE
 NW0353'NORTHEAST FOR 0.15 MILES TO THE AZIMUTH MARK.  CONTINUE
 NW0353'NORTH AND EAST ACROSS THE TOP OF THE MESA FOR 0.3 MILES TO
 NW0353'THE STATION.
 NW0353'
 NW0353'THE STATION IS A STANDARD DISK STAMPED CROOKED 1956 SET IN THE
 NW0353'TOP OF A BOULDER PROJECTING 14 INCHES.  THE MARK IS 12 FEET EAST
 NW0353'OF A WHITE WOODEN WITNESS POST, 11 FEET SOUTH OF A CAIRN AND
 NW0353'AT THE NORTHEAST END OF THE MESA.
 NW0353'
 NW0353'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CROOKED NO 1 1956 SET
 NW0353'IN THE TOP OF A BOULDER PROJECTING 8 INCHES AND IS 1 FOOT LOWER
 NW0353'THAN THE STATION.
 NW0353'
 NW0353'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CROOKED NO 2 1956
 NW0353'SET IN THE TOP OF A BOULDER PROJECTING 1 FOOT AND IS AT THE SAME
 NW0353'ELEVATION AS THE STATION.
 NW0353'
 NW0353'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CROOKED 1956 SET IN
 NW0353'THE TOP OF A BOULDER PROJECTING 18 INCHES.  THE MARK IS AT THE
 NW0353'SOUTHWEST END OF THE MESA, 0.15 MILES NORTHWEST OF A SMALL
 NW0353'SADDLE.
 NW0353
 NW0353                          STATION RECOVERY (1969)
 NW0353
 NW0353'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 NW0353'RECOVERED AS DESCRIBED.  ALL MARKS IN GOOD CONDITION.
 NW0353
 NW0353                          STATION RECOVERY (1972)
 NW0353
 NW0353'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 NW0353'RECOVERED AS DESCRIBED.
 NW0353'
 NW0353'INSTRUMENT STAND 11.6 FT ABOVE STATION MARK.
 NW0353
 NW0353                          STATION RECOVERY (1975)
 NW0353
 NW0353'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NW0353'ALL MARKS RECOVERED IN GOOD CONDITION.  INSTRUMENT STAND 11.5
 NW0353'FEET ABOVE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1016 ***********************************************************************
 OA1016  DESIGNATION -  CROOKS HILL
 OA1016  PID         -  OA1016
 OA1016  STATE/COUNTY-  OR/CURRY
 OA1016  USGS QUAD   -  MACK POINT (1985)
 OA1016
 OA1016                         *CURRENT SURVEY CONTROL
 OA1016  ___________________________________________________________________
 OA1016* NAD 83(1991)-  42 14 39.71571(N)    124 23 05.66030(W)     ADJUSTED  
 OA1016* NAVD 88     -        80.     (meters)     262.     (feet)  SCALED    
 OA1016  ___________________________________________________________________
 OA1016  LAPLACE CORR-          16.57  (seconds)                    DEFLEC99
 OA1016  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 OA1016  HORZ ORDER  -  THIRD
 OA1016
 OA1016.The horizontal coordinates were established by classical geodetic methods
 OA1016.and adjusted by the National Geodetic Survey in October 1991.
 OA1016
 OA1016.The orthometric height was scaled from a topographic map.
 OA1016
 OA1016.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1016
 OA1016.The geoid height was determined by GEOID03.
 OA1016
 OA1016;                    North         East     Units Scale Factor Converg.
 OA1016;SPC OR S     -    71,609.780 1,179,474.423   MT  1.00002359   -2 39 28.3
 OA1016;SPC OR S     -   234,940.22  3,869,666.74   iFT  1.00002359   -2 39 28.3
 OA1016;UTM  10      - 4,677,836.854   385,744.184   MT  0.99976062   -0 55 52.2
 OA1016
 OA1016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1016!SPC OR S     -   0.99999181  x   1.00002359  =   1.00001540
 OA1016!UTM  10      -   0.99999181  x   0.99976062  =   0.99975243
 OA1016
 OA1016:                Primary Azimuth Mark                     Grid Az
 OA1016:SPC OR S     -  MACKS ARCH                               231 29 09.6
 OA1016:UTM  10      -  MACKS ARCH                               229 45 33.5
 OA1016
 OA1016|---------------------------------------------------------------------|
 OA1016| PID    Reference Object                     Distance      Geod. Az  |
 OA1016|                                                           dddmmss.s |
 OA1016| OA1018 MACKS ARCH                          APPROX. 2.7 KM 2284941.3 |
 OA1016| OA1036 CROOKS POINT                        APPROX. 2.3 KM 2910531.1 |
 OA1016|---------------------------------------------------------------------|
 OA1016
 OA1016                          SUPERSEDED SURVEY CONTROL
 OA1016
 OA1016  NAD 83(1986)-  42 14 39.69747(N)    124 23 05.66605(W) AD(       ) 3
 OA1016  NAD 27      -  42 14 40.29600(N)    124 23 01.26700(W) AD(       ) 3
 OA1016
 OA1016.Superseded values are not recommended for survey control.
 OA1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1016.See file dsdata.txt to determine how the superseded data were derived.
 OA1016
 OA1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCM8574477837(NAD 83)
 OA1016
 OA1016  HISTORY     - Date     Condition        Report By
 OA1016  HISTORY     - 1872     MONUMENTED       CGS
 OA1016  HISTORY     - 1933     SEE DESCRIPTION  ORGS
 OA1016  HISTORY     - 1934     SEE DESCRIPTION  ORGS
 OA1016
 OA1016                          STATION DESCRIPTION
 OA1016
 OA1016'DESCRIBED BY COAST AND GEODETIC SURVEY 1872 (AWC)
 OA1016'STATION IS ON THE FIRST MOUNTAIN S OF PISTOL RIVER, ON THE
 OA1016'PROMINENT RIDGE KNOWN AS CROOKS HILL, ABOUT MIDWAY DOWN THE RIDGE
 OA1016'ON A PROMINENT ISOLATED BARE KNOLL.
 OA1016'
 OA1016'STATION IS MARKED ABOUT 2-1/2 FEET UNDERGROUND BY A BOTTLE AND
 OA1016'AT THE SURFACE BY A DRILL HOLE, FILLED WITH LEAD, IN A STONE
 OA1016'BLOCK.  THREE STAKES AROUND THE STATION BEAR N, S AND E (MAGNETIC)
 OA1016'AND ARE DISTANT 0.91 METER.
 OA1016
 OA1016                          STATION RECOVERY (1933)
 OA1016
 OA1016'RECOVERY NOTE BY OREGON GEODETIC SURVEY 1933
 OA1016'STATION IS ABOUT 11.75 MILES AIR LINE S OF TOWN OF GOLD BEACH,
 OA1016'ABOUT 1.25 MILES E AND 0.5 MILE S OF CROOK POINT, ON A PROMINENT
 OA1016'RIDGE KNOWN AS CROOK HILL, ABOUT MIDWAY DOWN THE RIDGE ON A
 OA1016'PROMINENT ISOLATED BARE KNOLL, AND IS CLOSE TO THE OREGON COAST
 OA1016'HIGHWAY.
 OA1016
 OA1016                          STATION RECOVERY (1934)
 OA1016
 OA1016'RECOVERY NOTE BY OREGON GEODETIC SURVEY 1934
 OA1016'STATION NOT RECOVERED.  STARTED AT NEW HIGHWAY AND LOOKED OVER
 OA1016'THE WHOLE RIDGE.  COULD NOT FIND ANY INDICATIONS OF A POINT.
 OA1016'
 OA1016'FOUND THIS MARK (13 5) ON STONE AT POINT 500 FEET N OF POINT WHERE
 OA1016'NOTES WOULD INDICATE CROOKS HILL WAS.
 OA1016'
 OA1016'ON JANUARY 25, 1934, RESEARCHED FOR CROOKS HILL.  COULD NOT
 OA1016'FIND ANY SIGN.  FOUND OUT FROM A NATIVE, THE LOCATION OF
 OA1016'KNOLL.  FOUND SIGNS OF EXCAVATIONS MADE IN 1924.  DID NOT LOCATE
 OA1016'POINT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1036 ***********************************************************************
 OA1036  DESIGNATION -  CROOKS POINT
 OA1036  PID         -  OA1036
 OA1036  STATE/COUNTY-  OR/CURRY
 OA1036  USGS QUAD   -  CAPE SEBASTIAN (1986)
 OA1036
 OA1036                         *CURRENT SURVEY CONTROL
 OA1036  ___________________________________________________________________
 OA1036* NAD 83(1991)-  42 15 06.67297(N)    124 24 39.77192(W)     ADJUSTED  
 OA1036* NAVD 88     -        31.     (meters)     102.     (feet)  SCALED    
 OA1036  ___________________________________________________________________
 OA1036  LAPLACE CORR-          14.30  (seconds)                    DEFLEC99
 OA1036  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 OA1036  HORZ ORDER  -  THIRD
 OA1036
 OA1036.The horizontal coordinates were established by classical geodetic methods
 OA1036.and adjusted by the National Geodetic Survey in October 1991.
 OA1036
 OA1036.The orthometric height was scaled from a topographic map.
 OA1036
 OA1036.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1036
 OA1036.The geoid height was determined by GEOID03.
 OA1036
 OA1036;                    North         East     Units Scale Factor Converg.
 OA1036;SPC OR S     -    72,541.048 1,177,357.951   MT  1.00002151   -2 40 32.6
 OA1036;SPC OR S     -   237,995.56  3,862,722.94   iFT  1.00002151   -2 40 32.6
 OA1036;UTM  10      - 4,678,703.699   383,601.167   MT  0.99976671   -0 56 56.0
 OA1036
 OA1036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1036!SPC OR S     -   0.99999952  x   1.00002151  =   1.00002103
 OA1036!UTM  10      -   0.99999952  x   0.99976671  =   0.99976623
 OA1036
 OA1036:                Primary Azimuth Mark                     Grid Az
 OA1036:SPC OR S     -  CROOKS HILL                              113 45 00.4
 OA1036:UTM  10      -  CROOKS HILL                              112 01 23.8
 OA1036
 OA1036|---------------------------------------------------------------------|
 OA1036| PID    Reference Object                     Distance      Geod. Az  |
 OA1036|                                                           dddmmss.s |
 OA1036| OA1016 CROOKS HILL                         APPROX. 2.3 KM 1110427.8 |
 OA1036| OA1018 MACKS ARCH                          APPROX. 2.6 KM 1771225.7 |
 OA1036|---------------------------------------------------------------------|
 OA1036
 OA1036                          SUPERSEDED SURVEY CONTROL
 OA1036
 OA1036  NAD 83(1986)-  42 15 06.65385(N)    124 24 39.77715(W) AD(       ) 3
 OA1036  NAD 27      -  42 15 07.25100(N)    124 24 35.36600(W) AD(       ) 3
 OA1036
 OA1036.Superseded values are not recommended for survey control.
 OA1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1036.See file dsdata.txt to determine how the superseded data were derived.
 OA1036
 OA1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCM8360178704(NAD 83)
 OA1036
 OA1036  HISTORY     - Date     Condition        Report By
 OA1036  HISTORY     - 1872     MONUMENTED       CGS
 OA1036  HISTORY     - 1933     SEE DESCRIPTION  ORGS
 OA1036  HISTORY     - 1934     SEE DESCRIPTION  ORGS
 OA1036
 OA1036                          STATION DESCRIPTION
 OA1036
 OA1036'DESCRIBED BY COAST AND GEODETIC SURVEY 1872 (AWC)
 OA1036'ON A BARE WIND-SWEPT SAND HILL ON THE POINT OF LAND FROM WHICH
 OA1036'MACKS REEF STARTS.  DIRECTLY OPPOSITE THE STATION IS A HIGH ROCK.
 OA1036'
 OA1036'THE STATION IS MARKED ABOUT 2-1/2 FEET UNDERGROUND BY A
 OA1036'BOTTLE.  THREE STAKES AROUND THE STATION BEAR N, S AND E (MAGNETIC)
 OA1036'AND ARE DISTANT 0.91 METER.
 OA1036
 OA1036                          STATION RECOVERY (1933)
 OA1036
 OA1036'RECOVERY NOTE BY OREGON GEODETIC SURVEY 1933
 OA1036'STATION IS ABOUT 11 MILES AIR LINE S OF THE TOWN OF GOLD BEACH
 OA1036'AND ABOUT 1 MILE W OF THE OREGON COAST HIGHWAY.  THE STATION IS ON
 OA1036'A BARE WIND-SWEPT SAND HILL ON THE POINT OF LAND FROM WHICH MACKS
 OA1036'REEF STARTS, AND IS ABOUT 750 FEET E OF THE HIGH AND PROMINENT
 OA1036'ROCK AT THE END OF CROOK POINT.
 OA1036
 OA1036                          STATION RECOVERY (1934)
 OA1036
 OA1036'RECOVERY NOTE BY OREGON GEODETIC SURVEY 1934
 OA1036'STATION LOST.  DUG ALL OVER TOP OF HILL.  DID NOT FIND A TRACE
 OA1036'OF BOTTLE.  THIS POINT SHOWED EVIDENCE THAT IT HAD BEEN USED AS
 OA1036'A WORKING POINT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0556 ***********************************************************************
 RD0556  DESIGNATION -  CROSS
 RD0556  PID         -  RD0556
 RD0556  STATE/COUNTY-  OR/COLUMBIA
 RD0556  USGS QUAD   -  SAUVIE ISLAND (1990)
 RD0556
 RD0556                         *CURRENT SURVEY CONTROL
 RD0556  ___________________________________________________________________
 RD0556* NAD 83(1991)-  45 43 56.70580(N)    122 52 31.28031(W)     ADJUSTED  
 RD0556* NAVD 88     -        10.442  (meters)      34.26   (feet)  POSTED    
 RD0556  ___________________________________________________________________
 RD0556  LAPLACE CORR-          -5.62  (seconds)                    DEFLEC99
 RD0556  GEOID HEIGHT-         -22.54  (meters)                     GEOID03
 RD0556  DYNAMIC HT  -          10.440 (meters)      34.25  (feet)  COMP
 RD0556  MODELED GRAV-     980,639.7   (mgal)                       NAVD 88
 RD0556
 RD0556  HORZ ORDER  -  THIRD
 RD0556  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 RD0556
 RD0556.The horizontal coordinates were established by classical geodetic methods
 RD0556.and adjusted by the National Geodetic Survey in October 1991.
 RD0556
 RD0556.The orthometric height was determined by differential leveling
 RD0556.and adjusted by the  in 1992.
 RD0556.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 RD0556.rate of 1.1 thru 2.0 mm/km.
 RD0556
 RD0556.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD0556
 RD0556.The geoid height was determined by GEOID03.
 RD0556
 RD0556.The dynamic height is computed by dividing the NAVD 88
 RD0556.geopotential number by the normal gravity value computed on the
 RD0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0556.degrees latitude (g = 980.6199 gals.).
 RD0556
 RD0556.The modeled gravity was interpolated from observed gravity values.
 RD0556
 RD0556;                    North         East     Units Scale Factor Converg.
 RD0556;SPC OR N     -   232,271.883 2,315,149.343   MT  0.99994298   -1 41 04.4
 RD0556;SPC OR N     -   762,046.86  7,595,634.33   iFT  0.99994298   -1 41 04.4
 RD0556;SPC WA S     -    47,142.666   315,135.599   MT  1.00002440   -1 43 31.6
 RD0556;SPC WA S     -   154,667.23  1,033,907.38   sFT  1.00002440   -1 43 31.6
 RD0556;UTM  10      - 5,064,325.581   509,697.919   MT  0.99960116   +0 05 21.3
 RD0556
 RD0556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD0556!SPC OR N     -   1.00000190  x   0.99994298  =   0.99994488
 RD0556!SPC WA S     -   1.00000190  x   1.00002440  =   1.00002630
 RD0556!UTM  10      -   1.00000190  x   0.99960116  =   0.99960306
 RD0556
 RD0556|---------------------------------------------------------------------|
 RD0556| PID    Reference Object                     Distance      Geod. Az  |
 RD0556|                                                           dddmmss.s |
 RD0556| CE2464 CROSS RM 1                            7.610 METERS 03839     |
 RD0556| RD3568 MULTNOMAH CHAN C W N OIL TK         APPROX. 2.9 KM 0730104.1 |
 RD0556| RD3564 MULTNOMAH CHAN C W S OIL TK         APPROX. 2.9 KM 0731301.2 |
 RD0556| RD0557 CROSS RM 2                            9.928 METERS 12411     |
 RD0556| RD3794 BOUSER RESET                        APPROX. 2.7 KM 1830704.3 |
 RD0556|---------------------------------------------------------------------|
 RD0556
 RD0556                          SUPERSEDED SURVEY CONTROL
 RD0556
 RD0556  NAD 83(1986)-  45 43 56.72577(N)    122 52 31.28009(W) AD(       ) 3
 RD0556  NAD 27      -  45 43 57.31000(N)    122 52 26.91100(W) AD(       ) 3
 RD0556  NGVD 29 (??/??/92)    9.422  (m)           30.91   (f) ADJ UNCH    1 2
 RD0556
 RD0556.Superseded values are not recommended for survey control.
 RD0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0556.See file dsdata.txt to determine how the superseded data were derived.
 RD0556
 RD0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER0969864326(NAD 83)
 RD0556_MARKER: DS = TRIANGULATION STATION DISK
 RD0556_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RD0556_SP_SET: BRIDGE
 RD0556_STAMPING: CROSS 1938
 RD0556_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RD0556
 RD0556  HISTORY     - Date     Condition        Report By
 RD0556  HISTORY     - 1938     MONUMENTED       CGS
 RD0556  HISTORY     - 1941     GOOD             NGS
 RD0556  HISTORY     - 1967     SEE DESCRIPTION  CGS
 RD0556  HISTORY     - 20041212 MARK NOT FOUND   USPSQD
 RD0556
 RD0556                          STATION DESCRIPTION
 RD0556
 RD0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (WMS)
 RD0556'STATION IS ABOUT 150 METERS N OF THE RAILROAD GRADE CROSSING AT
 RD0556'JOHNSONS CROSSING JUST N OF A RAILROAD TRESTLE OVER A SMALL CREEK
 RD0556'CALLED JACKSON CREEK, E OF THE CENTER LINE OF THE SINGLE TRACK.
 RD0556'STATION IS 40-1/2 METERS FROM THE CENTER OF THE BULKHEAD AT THE S
 RD0556'OR FAR END OF THE BRIDGE, 10-3/4 METERS NW OF A FENCE CORNER.
 RD0556'
 RD0556'STATION MARK IS A STANDARD DISK SET IN CONCRETE IN A 4-FOOT LENGTH
 RD0556'OF 4-INCH CAST-IRON SOIL PIPE EXTENDING 6 INCHES ABOVE THE SURFACE.
 RD0556'
 RD0556'UNDERGROUND MARK IS A STANDARD DISK SET IN CONCRETE IN A 1-FOOT
 RD0556'LENGTH OF 4-INCH CAST-IRON SOIL PIPE SET 4 FEET BELOW THE SURFACE OF
 RD0556'THE GROUND.
 RD0556'
 RD0556'REFERENCE MARKS NO.1 AND NO.2 ARE STANDARD DISKS, WITH ARROWS
 RD0556'POINTING TOWARD STATION, SET IN CONCRETE IN 2 1/2-FOOT LENGTHS OF
 RD0556'4-INCH CAST-IRON SOIL PIPE, EXTENDING 4 INCHES ABOVE THE SURFACE.
 RD0556'
 RD0556'THE MARKS WERE STAMPED, SCAP 1938.  LATER, THESE LETTERS WERE
 RD0556'OBLITERATED AND THE SURFACE AND REFERENCE MARKS WERE STAMPED CROSS
 RD0556'1938.
 RD0556'
 RD0556'THE SUBSURFACE MARK IS STILL STAMPED SCAP 1938.
 RD0556
 RD0556                          STATION RECOVERY (1941)
 RD0556
 RD0556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 RD0556'1.8 MI S FROM SCAPPOOSE.
 RD0556'ALONG SP AND S RR, AT BRIDGE NO. A 18-1, 9 FEET NORTH OF THE NORTH END
 RD0556'OF BRIDGE, 24 FEET EAST OF CENTER OF TRACK, 2 FEET BELOW TRACK.
 RD0556
 RD0556                          STATION RECOVERY (1967)
 RD0556
 RD0556'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JCL)
 RD0556'THE STATION MARK, STAMPED CROSS 1938, REFERENCE MARK NO. 1, STAMPED
 RD0556'CROSS NO 1 1938 AND REFERENCE MARK NO. 2, STAMPED CROSS NO TWO 1938
 RD0556'WERE RECOVERED AS DESCRIBED.  A METAL WITNESS POST WAS PLACED 2
 RD0556'FEET EAST OF THE STATION MARK.  THE FOLLOWING IS A NEW TO REACH.
 RD0556'
 RD0556'TO REACH THE STATION FROM THE SCAPPOOSE POST OFFICE GO SOUTHEAST ON
 RD0556'U.S. HIGHWAY 30 FOR 1.9 MILES TO A CROSSROAD, AND SIGN, JOHNSON
 RD0556'LANDING DIKE ROAD, TURN LEFT, EAST, AND GO 150 FEET TO A TURNOUT,
 RD0556'JUST AFTER CROSSING THE RAILROAD AND THE END OF TRUCK TRAVEL.  PACK
 RD0556'NORTH ON THE RAILROAD TRACKS FOR 160 METERS TO THE STATION AND
 RD0556'REFERENCE MARKS ON THE RIGHT.
 RD0556
 RD0556                          STATION RECOVERY (2004)
 RD0556
 RD0556'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 RD0556'RAILROAD BRIDGE AND FENCES HAVE ALL BEEN REMOVED FROM THIS AREA.
 RD0556'NO TRACE OF STATION MARK OR REFERENCE MARKS 1 OR 2 COULD BE FOUND
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2932 ***********************************************************************
 RD2932  DESIGNATION -  CROSS
 RD2932  PID         -  RD2932
 RD2932  STATE/COUNTY-  OR/MULTNOMAH
 RD2932  USGS QUAD   -  MOUNT TABOR (1990)
 RD2932
 RD2932                         *CURRENT SURVEY CONTROL
 RD2932  ___________________________________________________________________
 RD2932* NAD 83(1991)-  45 31 35.11198(N)    122 37 23.13100(W)     ADJUSTED  
 RD2932* NAVD 88     -        60.     (meters)     197.     (feet)  SCALED    
 RD2932  ___________________________________________________________________
 RD2932  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 RD2932  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 RD2932  HORZ ORDER  -  FIRST
 RD2932
 RD2932.The horizontal coordinates were established by classical geodetic methods
 RD2932.and adjusted by the National Geodetic Survey in October 1991.
 RD2932
 RD2932.The orthometric height was scaled from a topographic map.
 RD2932
 RD2932.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2932
 RD2932.The geoid height was determined by GEOID03.
 RD2932
 RD2932;                    North         East     Units Scale Factor Converg.
 RD2932;SPC OR N     -   208,839.417 2,334,174.213   MT  0.99991404   -1 30 20.4
 RD2932;SPC OR N     -   685,168.69  7,658,051.88   iFT  0.99991404   -1 30 20.4
 RD2932;UTM  10      - 5,041,500.776   529,432.842   MT  0.99961065   +0 16 08.2
 RD2932
 RD2932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2932!SPC OR N     -   0.99999416  x   0.99991404  =   0.99990820
 RD2932!UTM  10      -   0.99999416  x   0.99961065  =   0.99960481
 RD2932
 RD2932:                Primary Azimuth Mark                     Grid Az
 RD2932:SPC OR N     -  CROSS AZ MK                              092 03 58.2
 RD2932:UTM  10      -  CROSS AZ MK                              090 17 29.6
 RD2932
 RD2932|---------------------------------------------------------------------|
 RD2932| PID    Reference Object                     Distance      Geod. Az  |
 RD2932|                                                           dddmmss.s |
 RD2932| CE2465 CROSS AZ MK                                        0903337.8 |
 RD2932| CE2466 CROSS RM 1                           35.570 METERS 10529     |
 RD2932| CE2467 CROSS RM 2                           26.962 METERS 17845     |
 RD2932| RD3311 PORTLAND TV STA KOIN MAST           APPROX. 8.7 KM 2622722.5 |
 RD2932| RD3315 PORTLAND TV STATION KGW MAST        APPROX. 9.7 KM 2673455.5 |
 RD2932| RD3228 PORTLAND DOERNBECHER MFG STACK      APPROX. 1.2 KM 2973532.6 |
 RD2932|---------------------------------------------------------------------|
 RD2932
 RD2932                          SUPERSEDED SURVEY CONTROL
 RD2932
 RD2932  NAD 83(1986)-  45 31 35.13013(N)    122 37 23.13597(W) AD(       ) 1
 RD2932  NAD 27      -  45 31 35.70273(N)    122 37 18.79577(W) AD(       ) 1
 RD2932
 RD2932.Superseded values are not recommended for survey control.
 RD2932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2932.See file dsdata.txt to determine how the superseded data were derived.
 RD2932
 RD2932_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER2943341501(NAD 83)
 RD2932_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RD2932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD2932
 RD2932  HISTORY     - Date     Condition        Report By
 RD2932  HISTORY     - 1961     MONUMENTED       CGS
 RD2932  HISTORY     - 1986     GOOD             USPSQD
 RD2932  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RD2932
 RD2932                          STATION DESCRIPTION
 RD2932
 RD2932'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 RD2932'THE STATION IS LOCATED IN THE APPROXIMATE CENTER OF COE CIRCLE AT
 RD2932'THE INTERSECTION OF 39TH AND GLISAN STREETS IN THE SOUTHEAST PART
 RD2932'OF PORTLAND.
 RD2932'
 RD2932'STATION MARK, A STANDARD DISK STAMPED CROSS 1961, SET IN THE TOP OF
 RD2932'A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.
 RD2932'IT IS 74 FEET SOUTHEAST OF POWER POLE NUMBER 3879, 71 FEET EAST OF
 RD2932'THE WEST CURB OF COE CIRCLE AND 36 FEET NORTHEAST OF THE NORTHEAST
 RD2932'CORNER OF THE JOAN OF ARC MONUMENT.
 RD2932'
 RD2932'REFERENCE MARK 1, A STANDARD DISK STAMPED CROSS NO 1 1961, CEMENTED
 RD2932'IN A DRILL HOLE IN THE SOUTH CURB OF COE CIRCLE.  IT IS 87 FEET
 RD2932'EAST OF THE JOAN OF ARC MONUMENT AND 66 FEET SOUTH OF POWER POLE
 RD2932'NUMBER 3970.
 RD2932'
 RD2932'REFERENCE MARK 2, A STANDARD DISK STAMPED CROSS NO 2 1961, CEMENTED
 RD2932'IN A DRILL HOLE IN THE EAST CURB OF COE CIRCLE.  IT IS 96 FEET
 RD2932'SOUTHEAST OF POWER POLE NUMBER 112245 AND 57 FEET SOUTHEAST OF THE
 RD2932'NORTHEAST CORNER OF THE JOAN OF ARC MONUMENT.
 RD2932'
 RD2932'AZIMUTH MARK, A STANDARD DISK STAMPED CROSS 1961, CEMENTED IN A
 RD2932'DRILL HOLE IN THE SIDEWALK IN THE SOUTHEAST ANGLE OF THE
 RD2932'INTERSECTION OF 47TH AND GLISAN STREETS.  IT IS 18 FEET SOUTHWEST OF
 RD2932'A POWER POLE, 10 FEET WEST OF THE NORTHWEST CORNER OF BUILDING AND
 RD2932'1.7 FEET EAST OF CURB.
 RD2932'
 RD2932'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON GLISAN STREET
 RD2932'FOR 0.4 MILE TO 47TH STREET AND THE AZIMUTH IN THE SOUTHEAST ANGLE
 RD2932'OF THE INTERSECTION.
 RD2932
 RD2932                          STATION RECOVERY (1986)
 RD2932
 RD2932'RECOVERY NOTE BY US POWER SQUADRON 1986 (KRN)
 RD2932'RECOVERED IN GOOD CONDITION.
 RD2932
 RD2932                          STATION RECOVERY (1987)
 RD2932
 RD2932'RECOVERY NOTE BY US POWER SQUADRON 1987 (KRN)
 RD2932'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0252 ***********************************************************************
 NX0252  DESIGNATION -  CROSS
 NX0252  PID         -  NX0252
 NX0252  STATE/COUNTY-  OR/HARNEY
 NX0252  USGS QUAD   -  COLONY RANCH (1981)
 NX0252
 NX0252                         *CURRENT SURVEY CONTROL
 NX0252  ___________________________________________________________________
 NX0252* NAD 83(1991)-  42 02 31.12612(N)    118 30 38.97642(W)     ADJUSTED  
 NX0252* NAVD 88     -      1294.5    (meters)    4247.     (feet)  VERTCON   
 NX0252  ___________________________________________________________________
 NX0252  LAPLACE CORR-           5.06  (seconds)                    DEFLEC99
 NX0252  GEOID HEIGHT-         -19.79  (meters)                     GEOID03
 NX0252  HORZ ORDER  -  SECOND
 NX0252
 NX0252.The horizontal coordinates were established by classical geodetic methods
 NX0252.and adjusted by the National Geodetic Survey in October 1991.
 NX0252
 NX0252.The NAVD 88 height was computed by applying the VERTCON shift value to
 NX0252.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NX0252
 NX0252.The Laplace correction was computed from DEFLEC99 derived deflections.
 NX0252
 NX0252.The geoid height was determined by GEOID03.
 NX0252
 NX0252;                    North         East     Units Scale Factor Converg.
 NX0252;SPC OR S     -    43,648.700 1,664,694.839   MT  1.00008606   +1 21 39.2
 NX0252;SPC OR S     -   143,204.40  5,461,597.24   iFT  1.00008606   +1 21 39.2
 NX0252;SPC NV W     - 4,809,362.965   806,002.673   MT  0.99990044   +0 02 54.8
 NX0252;SPC NV W     -15,778,718.33  2,644,360.44   sFT  0.99990044   +0 02 54.8
 NX0252;UTM  11      - 4,655,541.346   374,957.670   MT  0.99979239   -1 00 42.8
 NX0252
 NX0252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NX0252!SPC OR S     -   0.99980011  x   1.00008606  =   0.99988616
 NX0252!SPC NV W     -   0.99980011  x   0.99990044  =   0.99970057
 NX0252!UTM  11      -   0.99980011  x   0.99979239  =   0.99959254
 NX0252
 NX0252:                Primary Azimuth Mark                     Grid Az
 NX0252:SPC OR S     -  CROSS AZ MK                              031 49 23.8
 NX0252:SPC NV W     -  CROSS AZ MK                              033 08 08.2
 NX0252:UTM  11      -  CROSS AZ MK                              034 11 45.8
 NX0252
 NX0252|---------------------------------------------------------------------|
 NX0252| PID    Reference Object                     Distance      Geod. Az  |
 NX0252|                                                           dddmmss.s |
 NX0252| CD6316 CROSS AZ MK                                        0331103.0 |
 NX0252| CD6317 CROSS RM 1                            8.558 METERS 10327     |
 NX0252| CD6318 CROSS RM 2                            8.559 METERS 20613     |
 NX0252|---------------------------------------------------------------------|
 NX0252
 NX0252                          SUPERSEDED SURVEY CONTROL
 NX0252
 NX0252  NAD 83(1986)-  42 02 31.13171(N)    118 30 38.97569(W) AD(       ) 2
 NX0252  NAD 27      -  42 02 31.50500(N)    118 30 35.36300(W) AD(       ) 2
 NX0252  NGVD 29 (07/19/86) 1293.3    (m)         4243.     (f) VERT ANG    3  
 NX0252
 NX0252.Superseded values are not recommended for survey control.
 NX0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NX0252.See file dsdata.txt to determine how the superseded data were derived.
 NX0252
 NX0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG7495855541(NAD 83)
 NX0252_MARKER: DS = TRIANGULATION STATION DISK
 NX0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NX0252_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NX0252
 NX0252  HISTORY     - Date     Condition        Report By
 NX0252  HISTORY     - 1950     MONUMENTED       CGS
 NX0252
 NX0252                          STATION DESCRIPTION
 NX0252
 NX0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (EBL)
 NX0252'THE STATION IS LOCATED 8 MILES NORTHEAST OF DENIO AND 2 MILES
 NX0252'SOUTHWEST OF THE HOLLOWAY RANCH.
 NX0252'
 NX0252'THE STATION IS 21 FEET EAST OF THE CENTER OF A NORTH-SOUTH
 NX0252'ROAD, 18 FEET WEST OF A SOUTHEAST-NORTHWEST ROAD AND 5 FEET SOUTH
 NX0252'OF A WITNESS POST.  THE STATION MARK IS A STANDARD DISK SET
 NX0252'IN CONCRETE 12 INCHES IN DIAMETER, PROJECTING 5 INCHES ABOVE THE
 NX0252'GROUND AND STAMPED, CROSS 1950.
 NX0252'
 NX0252'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN CONCRETE 12
 NX0252'INCHES IN DIAMETER, PROJECTING 4 INCHES ABOVE THE GROUND AND
 NX0252'STAMPED, CROSS NO 1 1950.
 NX0252'
 NX0252'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN CONCRETE 12
 NX0252'INCHES SQUARE, PROJECTING 2 INCHES ABOVE THE GROUND AND STAMPED,
 NX0252'CROSS NO 2 1950.
 NX0252'
 NX0252'THE AZIMUTH MARK IS 20 FEET WEST OF THE CENTER OF A NORTH SOUTH
 NX0252'ROAD AND 2 FEET SOUTH OF A WITNESS POST.  THE MARK IS A STANDARD
 NX0252'DISK SET IN CONCRETE 12 INCHES IN DIAMETER, PROJECTING 6 INCHES
 NX0252'ABOVE THE GROUND AND STAMPED, CROSS 1950.
 NX0252'
 NX0252'TO REACH FROM DENIO, OREGON, POST OFFICE, GO NORTH 0.7 MILE
 NX0252'THEN TURN RIGHT, NORTHEAST, ON A GRADED ROAD AND FOLLOW IT FOR
 NX0252'7.3 MILES TO A DIRT CROSS ROADS AND THE STATION ON THE
 NX0252'RIGHT.  FROM HERE THE AZIMUTH MARK IS 0.5 MILE NORTH ON ROAD TO
 NX0252'RANCH AND IS ON THE LEFT SIDE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0557 ***********************************************************************
 RD0557  DESIGNATION -  CROSS RM 2
 RD0557  PID         -  RD0557
 RD0557  STATE/COUNTY-  OR/COLUMBIA
 RD0557  USGS QUAD   -  SAUVIE ISLAND (1990)
 RD0557
 RD0557                         *CURRENT SURVEY CONTROL
 RD0557  ___________________________________________________________________
 RD0557* NAD 83(1986)-  45 43 55.     (N)    122 52 32.     (W)     SCALED    
 RD0557* NAVD 88     -         9.530  (meters)      31.27   (feet)  POSTED    
 RD0557  ___________________________________________________________________
 RD0557  GEOID HEIGHT-         -22.54  (meters)                     GEOID03
 RD0557  DYNAMIC HT  -           9.530 (meters)      31.27  (feet)  COMP
 RD0557  MODELED GRAV-     980,639.8   (mgal)                       NAVD 88
 RD0557
 RD0557  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 RD0557
 RD0557.The horizontal coordinates were scaled from a topographic map and have
 RD0557.an estimated accuracy of +/- 6 seconds.
 RD0557
 RD0557.The orthometric height was determined by differential leveling
 RD0557.and adjusted by the  in 1992.
 RD0557.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 RD0557.rate of 1.1 thru 2.0 mm/km.
 RD0557
 RD0557.The geoid height was determined by GEOID03.
 RD0557
 RD0557.The dynamic height is computed by dividing the NAVD 88
 RD0557.geopotential number by the normal gravity value computed on the
 RD0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0557.degrees latitude (g = 980.6199 gals.).
 RD0557
 RD0557.The modeled gravity was interpolated from observed gravity values.
 RD0557
 RD0557;                    North         East    Units  Estimated Accuracy
 RD0557;SPC OR N     -   232,220.    2,315,130.      MT  (+/- 180 meters Scaled)
 RD0557
 RD0557                          SUPERSEDED SURVEY CONTROL
 RD0557
 RD0557  NGVD 29 (??/??/92)    8.510  (m)           27.92   (f) ADJ UNCH    1 2
 RD0557
 RD0557.Superseded values are not recommended for survey control.
 RD0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0557.See file dsdata.txt to determine how the superseded data were derived.
 RD0557
 RD0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER096642(NAD 83)
 RD0557_MARKER: DR = REFERENCE MARK DISK
 RD0557_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RD0557_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RD0557_STAMPING: CROSS NO. TWO 1938
 RD0557_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0557
 RD0557  HISTORY     - Date     Condition        Report By
 RD0557  HISTORY     - 1938     MONUMENTED       CGS
 RD0557  HISTORY     - 1941     GOOD             NGS
 RD0557  HISTORY     - 20041212 MARK NOT FOUND   USPSQD
 RD0557
 RD0557                          STATION DESCRIPTION
 RD0557
 RD0557'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 RD0557'1.8 MI S FROM SCAPPOOSE.
 RD0557'ALONG SP AND S RR, 45 FEET EAST OF CENTER OF TRACK, 6 FEET SOUTH OF
 RD0557'NORTH END OF BRIDGE NO. A 18-1, IN FENCE CORNER.
 RD0557
 RD0557                          STATION RECOVERY (2004)
 RD0557
 RD0557'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 RD0557'RAILROAD BRIDGE AND FENCES HAVE ALL BEEN REMOVED FROM THIS AREA.
 RD0557'NO TRACE OF STATION MARK COULD BE FOUND
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0674 ***********************************************************************
 PA0674  DESIGNATION -  CROW
 PA0674  PID         -  PA0674
 PA0674  STATE/COUNTY-  OR/HARNEY
 PA0674  USGS QUAD   -  MAHON CREEK (1973)
 PA0674
 PA0674                         *CURRENT SURVEY CONTROL
 PA0674  ___________________________________________________________________
 PA0674* NAD 83(1991)-  43 31 25.79580(N)    118 30 20.08507(W)     ADJUSTED  
 PA0674* NAVD 88     -      1795.     (meters)    5889.     (feet)  SCALED    
 PA0674  ___________________________________________________________________
 PA0674  LAPLACE CORR-           6.47  (seconds)                    DEFLEC99
 PA0674  GEOID HEIGHT-         -18.55  (meters)                     GEOID03
 PA0674  HORZ ORDER  -  SECOND
 PA0674
 PA0674.The horizontal coordinates were established by classical geodetic methods
 PA0674.and adjusted by the National Geodetic Survey in October 1991.
 PA0674
 PA0674.The orthometric height was scaled from a topographic map.
 PA0674
 PA0674.The Laplace correction was computed from DEFLEC99 derived deflections.
 PA0674
 PA0674.The geoid height was determined by GEOID03.
 PA0674
 PA0674;                    North         East     Units Scale Factor Converg.
 PA0674;SPC OR S     -   208,220.071 1,661,209.534   MT  0.99991380   +1 21 52.1
 PA0674;SPC OR S     -   683,136.72  5,450,162.51   iFT  0.99991380   +1 21 52.1
 PA0674;UTM  11      - 4,820,089.147   378,329.602   MT  0.99978209   -1 02 13.0
 PA0674
 PA0674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PA0674!SPC OR S     -   0.99972146  x   0.99991380  =   0.99963529
 PA0674!UTM  11      -   0.99972146  x   0.99978209  =   0.99950361
 PA0674
 PA0674|---------------------------------------------------------------------|
 PA0674| PID    Reference Object                     Distance      Geod. Az  |
 PA0674|                                                           dddmmss.s |
 PA0674| CD6320 CROW RM 1                            13.165 METERS 03251     |
 PA0674| CD6321 CROW RM 2                            12.949 METERS 23921     |
 PA0674| PA0679 JOMO                                APPROX.26.3 KM 2921606.1 |
 PA0674|---------------------------------------------------------------------|
 PA0674
 PA0674                          SUPERSEDED SURVEY CONTROL
 PA0674
 PA0674  NAD 83(1986)-  43 31 25.80044(N)    118 30 20.08205(W) AD(       ) 2
 PA0674  NAD 27      -  43 31 26.23800(N)    118 30 16.35700(W) AD(       ) 2
 PA0674
 PA0674.Superseded values are not recommended for survey control.
 PA0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0674.See file dsdata.txt to determine how the superseded data were derived.
 PA0674
 PA0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ7833020089(NAD 83)
 PA0674_MARKER: DD = SURVEY DISK
 PA0674_SETTING: 0 = UNSPECIFIED SETTING
 PA0674
 PA0674  HISTORY     - Date     Condition        Report By
 PA0674  HISTORY     - 1920     MONUMENTED       USGS
 PA0674  HISTORY     - 1972     GOOD             USGS
 PA0674
 PA0674                          STATION DESCRIPTION
 PA0674
 PA0674'DESCRIBED BY US GEOLOGICAL SURVEY 1920
 PA0674'CROW USGS--BRONZE TABLET, UNSTAMPED, FLUSH WITH GROUND UNDER
 PA0674'3-FT CAIRN WITH 7-FT BASE.
 PA0674
 PA0674                          STATION RECOVERY (1972)
 PA0674
 PA0674'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 PA0674'RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0675 ***********************************************************************
 PA0675  DESIGNATION -  CROW
 PA0675  PID         -  PA0675
 PA0675  STATE/COUNTY-  OR/HARNEY
 PA0675  USGS QUAD   -  MAHON CREEK (1973)
 PA0675
 PA0675                         *CURRENT SURVEY CONTROL
 PA0675  ___________________________________________________________________
 PA0675* NAD 83(1994)-  43 31 25.67017(N)    118 30 20.06681(W)     ADJUSTED  
 PA0675* NAVD 88     -      1795.7    (meters)    5891.     (feet)  VERTCON   
 PA0675  ___________________________________________________________________
 PA0675  LAPLACE CORR-           6.47  (seconds)                    DEFLEC99
 PA0675  GEOID HEIGHT-         -18.55  (meters)                     GEOID03
 PA0675  HORZ ORDER  -  FIRST
 PA0675
 PA0675.The horizontal coordinates were established by classical geodetic methods
 PA0675.and adjusted by the National Geodetic Survey in June 1998.
 PA0675
 PA0675.The NAVD 88 height was computed by applying the VERTCON shift value to
 PA0675.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PA0675
 PA0675.The Laplace correction was computed from DEFLEC99 derived deflections.
 PA0675
 PA0675.The geoid height was determined by GEOID03.
 PA0675
 PA0675;                    North         East     Units Scale Factor Converg.
 PA0675;SPC OR S     -   208,216.205 1,661,210.036   MT  0.99991379   +1 21 52.1
 PA0675;SPC OR S     -   683,124.03  5,450,164.16   iFT  0.99991379   +1 21 52.1
 PA0675;UTM  11      - 4,820,085.264   378,329.942   MT  0.99978209   -1 02 13.0
 PA0675
 PA0675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PA0675!SPC OR S     -   0.99972140  x   0.99991379  =   0.99963522
 PA0675!UTM  11      -   0.99972140  x   0.99978209  =   0.99950355
 PA0675
 PA0675|---------------------------------------------------------------------|
 PA0675| PID    Reference Object                     Distance      Geod. Az  |
 PA0675|                                                           dddmmss.s |
 PA0675| CD6320 CROW RM 1                            13.181 METERS 13251     |
 PA0675| CD6319 CROW RM 3 AZIMUTH                                  2073216.0 |
 PA0675| PA0667 JACK RESET                          APPROX.64.7 KM 2141703.0 |
 PA0675| CD6321 CROW RM 2                            12.958 METERS 23920     |
 PA0675| PA0674 CROW                                  3.899 METERS 35358     |
 PA0675|---------------------------------------------------------------------|
 PA0675
 PA0675                          SUPERSEDED SURVEY CONTROL
 PA0675
 PA0675  NAD 83(1991)-  43 31 25.67017(N)    118 30 20.06681(W) AD(       ) 1
 PA0675  NAD 83(1986)-  43 31 25.67482(N)    118 30 20.06379(W) AD(       ) 1
 PA0675  NAD 27      -  43 31 26.11176(N)    118 30 16.33868(W) AD(       ) 1
 PA0675  NGVD 29 (07/19/86) 1794.4    (m)         5887.     (f) VERT ANG    3  
 PA0675
 PA0675.Superseded values are not recommended for survey control.
 PA0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0675.See file dsdata.txt to determine how the superseded data were derived.
 PA0675
 PA0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ7833020085(NAD 83)
 PA0675_MARKER: DS = TRIANGULATION STATION DISK
 PA0675_SETTING: 66 = SET IN ROCK OUTCROP
 PA0675
 PA0675  HISTORY     - Date     Condition        Report By
 PA0675  HISTORY     - 1920     MONUMENTED       CGS
 PA0675  HISTORY     - 1933     GOOD             CGS
 PA0675  HISTORY     - 1938     GOOD             CGS
 PA0675  HISTORY     - 1958     GOOD             USGS
 PA0675  HISTORY     - 1968     GOOD             USGS
 PA0675  HISTORY     - 1972     GOOD             USGS
 PA0675  HISTORY     - 1973     GOOD             USGS
 PA0675  HISTORY     - 1974     GOOD             USGS
 PA0675
 PA0675                          STATION DESCRIPTION
 PA0675
 PA0675'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (EWE)
 PA0675'ABOUT 9.5 MILES NE OF CRANE, ABOUT 30 MILES E OF BURNS, AND 5
 PA0675'MILES BY ROAD AND TRAIL E OF THE CROWCAMP RANCH, AND ON THE
 PA0675'HIGHEST POINT OF CROWCAMP MOUNTAIN.  THE STATION IS MARKED BY A
 PA0675'BRONZE TABLET IN BEDROCK AS DESCRIBED.  TWO REFERENCE
 PA0675'MARKS, BRONZE TABLETS IN BEDROCK, AS DESCRIBED, THE
 PA0675'ARROW POINTING TOWARD THE STATION, ARE, RESPECTIVELY, 13.19
 PA0675'METERS (43.3 FEET) FROM THE STATION S 48 DEG 34 MIN E AND
 PA0675'12.95 METERS (42.5 FEET) S 57 DEG 57 MIN W.  A U.S.G.S.
 PA0675'STATION OF THE SAME NAME, MARKED BY A CAIRN, IS 3.90 METERS
 PA0675'(12.8 FEET) FROM THE STATION N 6 DEG 02 MIN W.
 PA0675
 PA0675                          STATION RECOVERY (1933)
 PA0675
 PA0675'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (FGJ)
 PA0675'THE STATION WAS FOUND AS DESCRIBED IN GOOD CONDITION.
 PA0675'
 PA0675'REACHED FROM CRANE AS FOLLOWS--GO DUE E FROM THE CRANE STATE
 PA0675'BANK ON THE VALE ROAD (OREGON STATE HIGHWAY 5) 1.5 MILES, TAKE
 PA0675'LEFT FORK SHORTLY AFTER PASSING END OF FENCE LINE.  GO 100 FEET
 PA0675'TAKE LEFT FORK, GO 8.0 MILES TAKE LEFT FORK, GO 0.1 MILE TO END OF
 PA0675'ROAD, HERE TAKE OFF ACROSS COUNTRY IN A NORTHERLY DIRECTION 2.0
 PA0675'MILES TO FOOT OF SMALL POINT OR RIDGE.  LEAVE TRUCK HERE AND
 PA0675'WALK ON IN A NORTHERLY DIRECTION 0.2 MILE TO THE HIGHEST PART
 PA0675'AND THE STATION.
 PA0675'
 PA0675'THE STATION IS IN SEC. 35, T 23 S, R 23 E.
 PA0675
 PA0675                          STATION RECOVERY (1938)
 PA0675
 PA0675'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (ACT)
 PA0675'STATION IS ABOUT 7-1/2 MILES N BY E OF CRANE POST OFFICE AND 18
 PA0675'MILES E BY S OF HARNEY, ON THE CENTER AND HIGHEST POINT OF THE
 PA0675'CRANE CREEK MOUNTAINS.  THE POINT IS KNOWN AS CROW LOOKOUT POINT.
 PA0675'
 PA0675'REACHED FROM CRANE IN 1938 AS FOLLOWS--FROM CRANE STATE BANK GO
 PA0675'W ON BURNS ROAD 0.65 MILE TO CROSSROADS AT SEVERAL SIGNS, TURN
 PA0675'RIGHT (N) ON GRADED ROAD AND GO 5.85 MILES TO OLD ABANDONED
 PA0675'HOUSE AND BARN ON RIGHT SIDE OF ROAD, CONTINUE N ON GRADED ROAD
 PA0675'0.9 MILE, TURN RIGHT (NE) THROUGH GATE ONTO RANCH ROAD AND GO
 PA0675'1.65 MILES TO CROW CAMP RANCH, AT GROVE OF TREES IN MOUTH OF
 PA0675'CANYON, CONTINUE E UP CANYON 0.35 MILE TO OLD SHACK AND END OF
 PA0675'TRUCK TRAVEL.  FROM THIS POINT THE STATION LIES A LITTLE S OF
 PA0675'E ABOUT 3-1/2 MILES, A 3-HOUR PACK.
 PA0675'
 PA0675'PACK E UP CANYON ABOUT 1 MILE TO FORKS, LEAVE CANYON AND GO
 PA0675'EASTERLY UP GENTLE SLOPE, OVER SMALL RIM ROCK, TO TOP OF
 PA0675'RIDGE.  (THIS IS THE FIRST POINT FROM WHICH THE STATION PEAK CAN
 PA0675'BE SEEN).  BEAR SE, CROSSING TWO SMALL RIDGES, THEN EASTERLY UP
 PA0675'ROCKY SLOPE TO HIGHEST POINT AND STATION.  THERE IS A LARGE ROCK
 PA0675'CAIRN ABOUT 10 FEET N OF STATION, THAT CAN NOT BE SEEN UNTIL
 PA0675'WITHIN ABOUT 100 YARDS OF TOP.
 PA0675'
 PA0675'STATION WAS VISITED BY LIGHTKEEPER ONLY AND DIRECTIONS AND
 PA0675'DISTANCES TO REFERENCE MARKS WERE NOT OBTAINED.
 PA0675
 PA0675                          STATION RECOVERY (1958)
 PA0675
 PA0675'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 PA0675'RECOVERED AS DESCRIBED.  ALL MARKS IN GOOD CONDITON.
 PA0675'
 PA0675'NEW TO REACH FOLLOWS--TO REACH FROM HIGH SCHOOL IN CRANE, DRIVE
 PA0675'E. 2.8 MI.  TURN LEFT 0.1 MI.  TURN LEFT 0.2 MI.  TURN LEFT ON TRACK
 PA0675'RD. 1.2 MI, PASS THROUGH WIRE GATE 5.5 MI.  KEEP LEFT AT FORKS 0.8
 PA0675'MI.  KEEP RIGHT WHERE RD. TAKES OFF W. 1.4 MI.  PACK N. ABOUT 0.4
 PA0675'MI TO TOP OF HILL AND STATION.  A 10-MINUTE PACK.
 PA0675'
 PA0675'STATION MARK--STANDARD BRONZE TABLET WEDGED IN DRILL HOLE IN
 PA0675'OUTCROPPING BEDROCK.
 PA0675'
 PA0675'RM 1--STANDARD BRONZE TABLET WEDGED IN DRILL HOLE IN OUTCROPPING
 PA0675'BEDROCK.
 PA0675'
 PA0675'RM 2--STANDARD BRONZE TABLET WEDGED IN DRILL HOLE IN OUTCROPPING
 PA0675'BEDROCK.
 PA0675
 PA0675                          STATION RECOVERY (1968)
 PA0675
 PA0675'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (FLA)
 PA0675'THE USGS CAIRN NO LONGER EXISTS.
 PA0675'
 PA0675'ALL MARKS FOUND IN GOOD CONDITION.
 PA0675'
 PA0675'TO REACH FROM POST OFFICE AT BURNS, DRIVE E. ON U.S. HIGHWAYS
 PA0675'20 AND 395 FOR 2.4 MI. TO THE JUNCTION OF U.S. HIGHWAYS 20 AND
 PA0675'395, CONTINUE ON U.S. HIGHWAY 20 FOR 24.7 MI. TO THE WARM SPRINGS
 PA0675'RESERVOIR RD.  TURN RIGHT ON THE WARM SPRINGS RESERVOIR RD. AND
 PA0675'CONTINUE FOR 10.5 MI. TO A RD. FORK AND A SIGN INDICATING CRANE
 PA0675'14 MI.  BEAR RIGHT AND CONTINUE FOR 1.8 MI. TO A STOCK POND.
 PA0675'TURN LEFT AT THE STOCK POND AND FOLLOW A TRACK RD. FOR 0.2 MI. TO
 PA0675'A GATE.  PASS THROUGH THE GATE AND BEAR CROSS COUNTRY TO THE
 PA0675'NE. AND TOWARD THE HIGHEST GROUND FOR ABOUT 0.5 MI.
 PA0675'(4-WHEEL DRIVE) TO A POINT JUST SHORT OF THE HIGHEST
 PA0675'GROUND.  A 5 MIN. PACK TO THE TOP AND STATION SITE.
 PA0675
 PA0675                          STATION RECOVERY (1972)
 PA0675
 PA0675'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 PA0675'RECOVERED AS RE-DESCRIBED.  ALL MARKS IN GOOD CONDITION.
 PA0675'
 PA0675'STATION REACHED BY HELICOPTER.  GOOD LANDING SITE AT STATION.
 PA0675'
 PA0675'STATION MARK--NGS BRONZE TABLET STAMPED---CROW 1920---, CEMENTED IN
 PA0675'DRILL HOLE IN ROCK OUTCROP FLUSH WITH GROUND.
 PA0675'
 PA0675'RM 1--NGS BRONZE TABLET STAMPED---CROW NO 1 1920---, CEMENTED IN
 PA0675'DRILL HOLE IN ROCK OUTCROP, LEVEL WITH STATION MARK.
 PA0675'
 PA0675'RM 2--NGS BRONZE TABLET STAMPED---CROW NO 2 1920---, CEMENTED IN
 PA0675'DRILL HOLE IN ROCK OUTCROP, 1.3 FT BELOW STATION MARK.
 PA0675'
 PA0675'CROW USGS--BRONZE TABLET, UNSTAMPED, FLUSH WITH GROUND UNDER
 PA0675'3-FT CAIRN WITH 7-FT BASE.
 PA0675'
 PA0675'INSTRUMENT STAND 4.70 FT ABOVE STATION MARK.
 PA0675
 PA0675                          STATION RECOVERY (1973)
 PA0675
 PA0675'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 PA0675'RECOVERED AS RE-DESCRIBED.  ALL MARKS IN GOOD CONDITION.
 PA0675'
 PA0675'STATION REACHED BY HELICOPTER.
 PA0675
 PA0675                          STATION RECOVERY (1974)
 PA0675
 PA0675'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 PA0675'RM 1 TO RM 2 NOT MEASURED.
 PA0675'
 PA0675'INSTRUMENT STAND 4.7 FT ABOVE STATION MARK.
 PA0675'
 PA0675'GEODETIC AZIMUTH 34 DEG 17 MIN 05.9 SEC TO STATION JACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0952 ***********************************************************************
 QC0952  DESIGNATION -  CROW
 QC0952  PID         -  QC0952
 QC0952  STATE/COUNTY-  OR/GRANT
 QC0952  USGS QUAD   -  RITTER (1995)
 QC0952
 QC0952                         *CURRENT SURVEY CONTROL
 QC0952  ___________________________________________________________________
 QC0952* NAD 83(1991)-  44 58 28.88706(N)    119 08 44.37571(W)     ADJUSTED  
 QC0952* NAVD 88     -      1359.3    (meters)    4460.     (feet)  VERTCON   
 QC0952  ___________________________________________________________________
 QC0952  LAPLACE CORR-           7.38  (seconds)                    DEFLEC99
 QC0952  GEOID HEIGHT-         -18.67  (meters)                     GEOID03
 QC0952  HORZ ORDER  -  FIRST
 QC0952
 QC0952.The horizontal coordinates were established by classical geodetic methods
 QC0952.and adjusted by the National Geodetic Survey in October 1991.
 QC0952
 QC0952.The NAVD 88 height was computed by applying the VERTCON shift value to
 QC0952.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QC0952
 QC0952.The Laplace correction was computed from DEFLEC99 derived deflections.
 QC0952
 QC0952.The geoid height was determined by GEOID03.
 QC0952
 QC0952;                    North         East     Units Scale Factor Converg.
 QC0952;SPC OR N     -   146,244.593 2,606,816.775   MT  0.99990029   +0 57 37.7
 QC0952;SPC OR N     -   479,805.10  8,552,548.47   iFT  0.99990029   +0 57 37.7
 QC0952;UTM  11      - 4,982,378.459   330,814.651   MT  0.99995198   -1 31 00.8
 QC0952
 QC0952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QC0952!SPC OR N     -   0.99978986  x   0.99990029  =   0.99969017
 QC0952!UTM  11      -   0.99978986  x   0.99995198  =   0.99974185
 QC0952
 QC0952|---------------------------------------------------------------------|
 QC0952| PID    Reference Object                     Distance      Geod. Az  |
 QC0952|                                                           dddmmss.s |
 QC0952| CD6323 CROW RM 1                            13.842 METERS 11445     |
 QC0952| CD6324 CROW RM 2                            19.140 METERS 21406     |
 QC0952| CD6322 CROW AZ MK                                         2331109.4 |
 QC0952|---------------------------------------------------------------------|
 QC0952
 QC0952                          SUPERSEDED SURVEY CONTROL
 QC0952
 QC0952  NAD 83(1986)-  44 58 28.89420(N)    119 08 44.37147(W) AD(       ) 1
 QC0952  NAD 27      -  44 58 29.34400(N)    119 08 40.43100(W) AD(       ) 1
 QC0952  NGVD 29 (07/19/86) 1358.1    (m)         4456.     (f) VERT ANG    3  
 QC0952
 QC0952.Superseded values are not recommended for survey control.
 QC0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0952.See file dsdata.txt to determine how the superseded data were derived.
 QC0952
 QC0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK3081582378(NAD 83)
 QC0952_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QC0952_SETTING: 66 = SET IN ROCK OUTCROP
 QC0952
 QC0952  HISTORY     - Date     Condition        Report By
 QC0952  HISTORY     - 1946     MONUMENTED       CGS
 QC0952
 QC0952                          STATION DESCRIPTION
 QC0952
 QC0952'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 QC0952'THE STATION IS LOCATED ABOUT 6.0 MILES NORTH OF RITTER, ABOUT
 QC0952'10.0 MILES WEST OF DALE, ON THE NORTHWESTERN END OF A RIDGE WHICH
 QC0952'EXTENDS NORTHWEST AND SOUTHEAST, ABOUT 1.0 MILE SOUTH OF THE CLARK
 QC0952'RANCH WHICH IS IN THE NORTH FORK JOHN DAY RIVER CANYON.  IT IS
 QC0952'ON THE HIGHEST POINT OF A ROCKY RIDGE, 8 PACES SOUTHWEST OF THE
 QC0952'NORTHEAST EDGE OF HIGH RIM, SET IN OUTCROPPING BEDROCK, PROJECTS
 QC0952'4 INCHES AND IS STAMPED--CROW 1946.
 QC0952'
 QC0952'REFERENCE MARK NO. 1 IS SOUTHWEST OF AND APPROXIMATELY THE SAME
 QC0952'ELEVATION AS THE STATION, 5 PACES SOUTH OF NORTH EDGE OF HIGH
 QC0952'RIM, SET IN OUTCROPPING BEDROCK WHICH PROJECTS APPROXIMATELY 4
 QC0952'INCHES AND STAMPED--CROW NO 1 1946.
 QC0952'
 QC0952'REFERENCE MARK NO. 2 IS SOUTHWEST OF AND ABOUT 1 FOOT LOWER THAN
 QC0952'THE STATION, SET IN OUTCROPPING BEDROCK WHICH PROJECTS 3
 QC0952'INCHES.  THE MARK IS STAMPED--CROW NO 2 1946.
 QC0952'
 QC0952'THE AZIMUTH MARK IS APPROXIMATELY 0.3 MILE SOUTHWEST OF THE
 QC0952'STATION, 9 PACES NORTHWEST OF AN EAST-WEST FENCE LINE.  A BRONZE
 QC0952'DISK SET IN TOP OF A PIPE PROJECTING 6 INCHES AND STAMPED--CROW
 QC0952'1946.
 QC0952'
 QC0952'THE SUBSTITUTE STATION P.P. 107V-89A IS THE CENTER OF A 14 INCH
 QC0952'JUNIPER TREE SOUTHEAST OF THE STATION.
 QC0952'
 QC0952'TO REACH FROM RITTER STORE AND POST OFFICE, GO SOUTHERLY FOR 0.2
 QC0952'MILE TO CROSSROAD AT BARN.  HERE TURN RIGHT AS PER SIGN EIGHTMILE
 QC0952'CREEK AND FOLLOW THE MAIN-TRAVELED ROAD DOWN THE RIVER FOR 2.4
 QC0952'MILES TO A FORK JUST AFTER CROSSING CATTLE GUARD.  HERE TAKE RIGHT
 QC0952'FORK AND FOLLOW THE MAIN-TRAVELED ROAD FOR 3.6 MILES TO A SIDE
 QC0952'ROAD RIGHT ABOUT 100 YARDS AFTER PASSING THROUGH WIRE GATE.
 QC0952'TURN RIGHT AND GO 0.15 MILE TO A FARM HOUSE ON THE LEFT.  KEEP
 QC0952'TO RIGHT OF HOUSE ON THE OLD ROAD AND CONTINUE FOR 0.9 MILE
 QC0952'TO FORK, 0.1 MILE AFTER PASSING THROUGH THE SECOND BOARD GATE.
 QC0952'HERE TAKE LEFT FORK AND CONTINUE ON THE MAIN ROAD FOR 2.15
 QC0952'MILES TO AN OLD HOUSE AND BARN PASSING THROUGH SEVERAL WIRE
 QC0952'GATES FROM THE OLD HOUSE AND WATER TROUGH ON THE RIGHT.  TURN
 QC0952'RIGHT ALONG THE FENCE LINE ON DIM TRACKS FOR 0.25 MILE TO A
 QC0952'JUNIPER TREE AND END OF TRUCK TRAVEL FOR TWO-WHEEL DRIVE.
 QC0952'CONTINUE TO TOP OF SMALL RIDGE, THENCE NORTHEASTERLY TO FENCE
 QC0952'CORNER.  HERE LEAVE FENCE AND ANGLE RIGHT TO TOP OF RIDGE AND
 QC0952'STATION SITE AT THE NORTHWESTERN EDGE OF RIM.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AI1988 ***********************************************************************
 AI1988  CBN         -  This is a Cooperative Base Network Control Station.
 AI1988  DESIGNATION -  CROW
 AI1988  PID         -  AI1988
 AI1988  STATE/COUNTY-  OR/LANE
 AI1988  USGS QUAD   -  CROW (1984)
 AI1988
 AI1988                         *CURRENT SURVEY CONTROL
 AI1988  ___________________________________________________________________
 AI1988* NAD 83(2007)-  43 59 10.35816(N)    123 19 08.70978(W)     ADJUSTED  
 AI1988* NAVD 88     -       130.1    (meters)     427.     (feet)  GPS OBS   
 AI1988  ___________________________________________________________________
 AI1988  EPOCH DATE  -        2007.00
 AI1988  X           -  -2,524,927.593 (meters)                     COMP
 AI1988  Y           -  -3,841,045.946 (meters)                     COMP
 AI1988  Z           -   4,407,063.692 (meters)                     COMP
 AI1988  LAPLACE CORR-          -2.75  (seconds)                    DEFLEC99
 AI1988  ELLIP HEIGHT-         107.069 (meters)          (02/10/07) ADJUSTED
 AI1988  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 AI1988
 AI1988  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI1988  Type    PID    Designation                      North   East  Ellip
 AI1988  -------------------------------------------------------------------
 AI1988  NETWORK AI1988 CROW                              0.69   0.53   1.49
 AI1988  -------------------------------------------------------------------
 AI1988
 AI1988.The horizontal coordinates were established by GPS observations
 AI1988.and adjusted by the National Geodetic Survey in February 2007.
 AI1988
 AI1988.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI1988.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI1988.The horizontal coordinates are valid at the epoch date displayed above.
 AI1988.The epoch date for horizontal control is a decimal equivalence
 AI1988.of Year/Month/Day.
 AI1988
 AI1988.The orthometric height was determined by GPS observations and a
 AI1988.high-resolution geoid model.
 AI1988
 AI1988.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI1988
 AI1988.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1988
 AI1988.The ellipsoidal height was determined by GPS observations
 AI1988.and is referenced to NAD 83.
 AI1988
 AI1988.The geoid height was determined by GEOID03.
 AI1988
 AI1988;                    North         East     Units Scale Factor Converg.
 AI1988;SPC OR S     -   261,477.612 1,273,882.973   MT  0.99999652   -1 55 43.2
 AI1988;SPC OR S     -   857,866.18  4,179,406.08   iFT  0.99999652   -1 55 43.2
 AI1988;UTM  10      - 4,870,390.768   474,411.631   MT  0.99960805   -0 13 17.8
 AI1988
 AI1988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1988!SPC OR S     -   0.99998321  x   0.99999652  =   0.99997973
 AI1988!UTM  10      -   0.99998321  x   0.99960805  =   0.99959127
 AI1988
 AI1988                          SUPERSEDED SURVEY CONTROL
 AI1988
 AI1988  NAD 83(1998)-  43 59 10.35593(N)    123 19 08.71100(W) AD(       ) A
 AI1988  ELLIP H (04/24/00)  107.075  (m)                       GP(       ) 3 1
 AI1988  NAD 83(1991)-  43 59 10.35376(N)    123 19 08.70979(W) AD(       ) B
 AI1988  ELLIP H (10/13/99)  107.226  (m)                       GP(       ) 3 1
 AI1988
 AI1988.Superseded values are not recommended for survey control.
 AI1988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1988.See file dsdata.txt to determine how the superseded data were derived.
 AI1988
 AI1988_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP7441270391(NAD 83)
 AI1988_MARKER: DD = SURVEY DISK
 AI1988_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AI1988_STAMPING: PRI-NET CROW 1994
 AI1988_MARK LOGO: OR-039
 AI1988_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AI1988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI1988+STABILITY: SURFACE MOTION
 AI1988_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1988+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AI1988
 AI1988  HISTORY     - Date     Condition        Report By
 AI1988  HISTORY     - 1994     MONUMENTED       OR-039
 AI1988
 AI1988                          STATION DESCRIPTION
 AI1988
 AI1988'DESCRIBED BY LANE COUNTY OREGON 1994 (RET)
 AI1988'THE STATION IS LOCATED ABOUT 20.2 KM (12.55 MI) SOUTHWEST OF EUGENE,
 AI1988'6.4 KM (3.95 MI) SOUTH OF VENETA, IN THE COMMUNITY OF CROW, IN THE
 AI1988'LAWN NEAR THE SOUTHERN CORNER OF THE CROW HIGH SCHOOL. OWNERSHIP--TOWN
 AI1988'OF CROW.  CONTACT MR. DAVIDSON, PRINCIPAL, CROW HIGH SCHOOL, 25863
 AI1988'CROW ROAD, EUGENE, OR 97402.  PHONE 541-935-2227.  TO REACH THE
 AI1988'STATION FROM THE INTERSECTION OF STATE HIGHWAY 126 AND TERRITORIAL
 AI1988'HIGHWAY AT VENETA, GO SOUTH ON TERRITORIAL HIGHWAY FOR 8.7 KM (5.40
 AI1988'MI) TO THE JUNCTION OF CROW ROAD ON THE LEFT.  TURN LEFT, EASTERLY, ON
 AI1988'CROW ROAD FOR 0.65 KM (0.40 MI) TO THE HIGH SCHOOL AND STATION ON THE
 AI1988'LEFT.  THE STATION IS A LANE COUNTY SURVEYORS OFFICE DISK ON A 2 CM BY
 AI1988'76 CM LONG GALVANIZED PIPE EMBEDDED IN A ROUND CONCRETE MONUMENT FLUSH
 AI1988'WITH THE GROUND.  IT IS 24.5 M (80.4 FT) NORTHWEST FROM POWER POLE
 AI1988'NUMBER AD4, 18.6 M (61.0 FT) SOUTHEAST FROM THE SOUTHERN CORNER OF THE
 AI1988'SCHOOL, 16.5 M (54.1 FT) NORTHEAST FROM POWER POLE NUMBER AD4 LB1, AND
 AI1988'3.2 M (10.5 FT) NORTH FROM THE NORTH EDGE OF A SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2397 ***********************************************************************
 QE2397  DESIGNATION -  CROWN
 QE2397  PID         -  QE2397
 QE2397  STATE/COUNTY-  OR/LINCOLN
 QE2397  USGS QUAD   -  STOTT MOUNTAIN (1984)
 QE2397
 QE2397                         *CURRENT SURVEY CONTROL
 QE2397  ___________________________________________________________________
 QE2397* NAD 83(1991)-  44 57 42.48798(N)    123 45 53.31946(W)     ADJUSTED  
 QE2397* NAVD 88     -      1009.4    (meters)    3312.     (feet)  VERTCON   
 QE2397  ___________________________________________________________________
 QE2397  LAPLACE CORR-          11.58  (seconds)                    DEFLEC99
 QE2397  GEOID HEIGHT-         -21.49  (meters)                     GEOID03
 QE2397  HORZ ORDER  -  FIRST
 QE2397
 QE2397.The horizontal coordinates were established by classical geodetic methods
 QE2397.and adjusted by the National Geodetic Survey in October 1991.
 QE2397
 QE2397.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE2397.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE2397
 QE2397.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2397
 QE2397.The geoid height was determined by GEOID03.
 QE2397
 QE2397;                    North         East     Units Scale Factor Converg.
 QE2397;SPC OR N     -   149,120.557 2,242,504.585   MT  0.99990107   -2 18 55.3
 QE2397;SPC OR N     -   489,240.67  7,357,298.51   iFT  0.99990107   -2 18 55.3
 QE2397;UTM  10      - 4,978,991.612   439,681.154   MT  0.99964474   -0 32 25.7
 QE2397
 QE2397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2397!SPC OR N     -   0.99984513  x   0.99990107  =   0.99974622
 QE2397!UTM  10      -   0.99984513  x   0.99964474  =   0.99948993
 QE2397
 QE2397|---------------------------------------------------------------------|
 QE2397| PID    Reference Object                     Distance      Geod. Az  |
 QE2397|                                                           dddmmss.s |
 QE2397| CE1379 CROWN RM 2                            9.813 METERS 03350     |
 QE2397| CE1378 CROWN RM 1                            5.816 METERS 21138     |
 QE2397| CE1380 CROWN RM 3 AZIMUTH                                 2234030.2 |
 QE2397|---------------------------------------------------------------------|
 QE2397
 QE2397                          SUPERSEDED SURVEY CONTROL
 QE2397
 QE2397  NAD 83(1986)-  44 57 42.51855(N)    123 45 53.33649(W) AD(       ) 1
 QE2397  NAD 27      -  44 57 43.11105(N)    123 45 48.93070(W) AD(       ) 1
 QE2397  NGVD 29 (07/19/86) 1008.3    (m)         3308.     (f) VERT ANG    3  
 QE2397
 QE2397.Superseded values are not recommended for survey control.
 QE2397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2397.See file dsdata.txt to determine how the superseded data were derived.
 QE2397
 QE2397_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ3968178992(NAD 83)
 QE2397_MARKER: DS = TRIANGULATION STATION DISK
 QE2397_SETTING: 66 = SET IN ROCK OUTCROP
 QE2397_STAMPING: CROWN 1972
 QE2397_MARK LOGO: NGS   
 QE2397_MAGNETIC: N = NO MAGNETIC MATERIAL
 QE2397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE2397+STABILITY: SURFACE MOTION
 QE2397
 QE2397  HISTORY     - Date     Condition        Report By
 QE2397  HISTORY     - 1972     MONUMENTED       NGS
 QE2397  HISTORY     - 19821010 GOOD             NGS
 QE2397
 QE2397                          STATION DESCRIPTION
 QE2397
 QE2397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LDF)
 QE2397'THE STATION IS ABOUT 11 MILES SOUTHWEST OF GRAND RONDE, 11-1/2 MILES
 QE2397'EAST-SOUTHEAST OF LINCOLN CITY, 10 MILES NORTHWEST OF VALSETZ NEAR
 QE2397'THE ZELLERBACH LOOKOUT HOUSE AND IN THE SOUTHEAST 1/4 SECTION
 QE2397'15 R-9-W T-7-5.  IT IS ON PROPERTY OF CROWN ZELLERBACH WHICH IS A
 QE2397'LOGGING FIRM AND MAINTAINED BY THE TILLMOOK INTERNATIONAL PAPER
 QE2397'COMPANY.  PERMISSION WAS OBTAINED FROM MR. D.E. LANDON WHO IS
 QE2397'THE DIVISION MANAGER, PHONE NUMBER IS 842-6425.
 QE2397'
 QE2397'TO REACH THE STATION FROM THE POST OFFICE IN GRAND RONDE, GO
 QE2397'SOUTH FOR 0.1 MILE TO STATE HIGHWAY 18.  TURN RIGHT AND GO WEST ON
 QE2397'HIGHWAY 18 FOR 0.5 MILE TO A SIDE ROAD ON THE LEFT, TURN LEFT
 QE2397'AND GO SOUTH ON PAVED ROAD FOR 0.4 MILE TO A FORK.  TAKE THE LEFT
 QE2397'FORK AND GO SOUTHEAST FOR 0.1 MILE TO THE HEADQUARTERS OF THE
 QE2397'INTERNATIONAL PAPER COMPANY TREE FARM ON THE RIGHT.  (KEYS TO
 QE2397'ANY LOCKED GATES CAN BE OBTAINED FROM HERE).  CONTINUE ON PAVED
 QE2397'ROAD, SOUTHERLY, FOR 3.3 MILES TO A SIDE ROAD ON THE RIGHT AT A
 QE2397'LOG BRIDGE, TURN RIGHT AND GO SOUTHWEST, CROSSING OVER
 QE2397'BRIDGE FOR 6.6 MILES TO AN ORANGE RAIL GATE.  PASS THROUGH
 QE2397'THE GATE AND CONTINUE SOUTHWEST FOR 0.1 MILE TO A FORK,
 QE2397'TAKE THE RIGHT FORK AND GO NORTHWEST ON GRAVELED ROAD FOR
 QE2397'0.75 MILE TO A FORK, TAKE THE LEFT FORK AND GO SOUTHWESTERLY
 QE2397'FOR 1.45 MILES TO A FORK.  TAKE THE LEFT FORK AND GO SOUTHERLY ON
 QE2397'GRAVELED ROAD FOR 1.45 MILES TO A FORK AT THE TOP OF A RIDGE.
 QE2397'(TO REACH REFERENCE MARK 3 FROM THIS POINT, TAKE THE RIGHT
 QE2397'FORK AND GO SOUTH ON GRAVELED ROAD FOR 0.95 MILE TO THE MARK
 QE2397'ON THE RIGHT).  TAKE THE LEFT FORK AND GO EAST FOR 0.45 MILE TO
 QE2397'A FORK, TAKE THE LEFT FORK, EASTERLY FOR 0.15 MILE TO A FORK.
 QE2397'TAKE THE LEFT FORK AND GO NORTHWEST ON NARROW TRACK ROAD FOR
 QE2397'0.75 MILE TO A REVERSE FORK ON THE RIGHT, TURN SHARP LEFT AND
 QE2397'GO SOUTHWEST FOR 0.5 MILE TO LOOKOUT HOUSE AND THE STATION.
 QE2397'
 QE2397'STATION MARK IS A STANDARD DISK, STAMPED CROWN 1972, CEMENTED IN
 QE2397'DRILL HOLE IN A 2 BY 3 FOOT ROCK OUTCROP, THAT PROJECTS 3
 QE2397'INCHES.  IT IS 13 FEET EAST OF A BLUFF, 8 FEET WEST-SOUTHWEST OF
 QE2397'THE SOUTHWEST CORNER OF THE LOOKOUT HOUSE AND 8 FEET NORTHEAST
 QE2397'OF A METAL WITNESS POST.
 QE2397'
 QE2397'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CROWN NO 1 1972,
 QE2397'CEMENTED IN DRILL HOLE IN A 2 BY 2 FOOT ROCK OUTCROP, THAT PROJECTS
 QE2397'3 INCHES.  IT IS 27 FEET SOUTH OF THE SOUTHWEST CORNER OF LOOKOUT
 QE2397'HOUSE, 17 FEET SOUTH-SOUTHEAST OF WITNESS POST AND 10 FEET EAST
 QE2397'OF THE BLUFF.
 QE2397'
 QE2397'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CROWN NO 2 1972,
 QE2397'CEMENTED IN A DRILL HOLE IN A 2 BY 2 FOOT ROCK OUTCROP, THAT
 QE2397'PROJECTS 3 INCHES.  IT IS 38 FEET NORTHEAST OF THE WITNESS POST,
 QE2397'6 FEET EAST OF THE BLUFF AND 5 FEET WEST OF THE NORTHWEST CORNER
 QE2397'OF THE LOOKOUT HOUSE.
 QE2397'
 QE2397'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED CROWN NO 3 1972,
 QE2397'CEMENTED IN DRILL HOLE IN THE TOP OF A 5 BY 6 FOOT BOULDER.  IT IS
 QE2397'18 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF A GRAVELED ROAD
 QE2397'AND 3.7 FEET NORTHEAST OF A WITNESS POST.
 QE2397
 QE2397                          STATION RECOVERY (1982)
 QE2397
 QE2397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 QE2397'THE STATION, REFERENCE MARK 1 AND 2 WERE RECOVERED IN GOOD CONDITION.
 QE2397'THE AZIMUTH MARK WAS RECOVERED BUT IT WOULD TAKE SOME CLEARING TO BE
 QE2397'VISIBLE.  THE ANGLE BETWEEN THE REFERENCE MARK COMPARE FAVORABLY WITH
 QE2397'THE 1972 OBSERVATIONS BUT BOTH DISTANCES MISS BY 0.05 METERS. (0.16
 QE2397'FT) THE 1972 TO REACH DESCRIPTION WAS FOLLOWED TO THE STATION SITE AND
 QE2397'IS ADEQUATE FOR RECOVERY.  HOWEVER PERSONAL FROM THE CROWN ZELLARBACH
 QE2397'CORP SAYS THAT ITS POSSIBLE TO REACH THE STATION WITHOUT GOING THROUGH
 QE2397'LOCKED GATES.  A CHECK WITH THE LATEST FIRE MAP WOULD SHOW THE WAY.
 QE2397'THE LOOKOUT HOUSE MENTIONED INTHE PREVIOUS DESCRIPTION HAS BEEN TORN
 QE2397'DOWN.  THE STATION IS LOCATED ABOUT 17.6 KM (10.95 MI) SE OF GRAND
 QE2397'RONDE, 18.4 KM (11.45 MI) ESE OF LINCOLN CITY, 16 KM (9.95 MI) NW OF
 QE2397'VALSETZ AND IS ON PROPERTY OWNED BY CROWN ZELLERBACH CORP.
 QE2397' 
 QE2397'THE STATION IS A STANDARD NGS DISK STAMPED---CROWN 1972---, SET INTO
 QE2397'ROCK OUTCROP, 1 METER, (3.3 FT) LARGEST DIMENSION.  THE STATION IS
 QE2397'LOCATED 9.50 METERS (31.17 FT) NORTH FROM THE NORTHWEST CORNER OF A
 QE2397'CONCRETE BLDG, 7.940 METERS (26.050 FT) WEST-NORTHWEST FROM A RADIO
 QE2397'RELAY MAST.  REFERENCE MARK NO 1, IS A STANDARD NGS DISK
 QE2397'STAMPED---CROWN NO 1 1972---, SET INTO ROCK OUTCROP, 1 METER, (3.3 FT)
 QE2397'LARGEST DIMENSION.  THE STATION IS LOCATED 5.15 METERS (16.90 FT)
 QE2397'WEST-NORTHWEST FROM THE NORTHWEST CORNER OF A CONCRETE BUILDING, 6.18
 QE2397'METERS (20.28 FT) WEST FROM A 10 METER (32.8 FT) HIGH RADIO RELAY
 QE2397'MAST, 3 METERS (9.8 FT) EAST FROM THE TOP EDGE OF THE BLUFF, AND 0.5
 QE2397'METERS (1.6 FT) LOWER THAN THE STATION.  REFERENCE MARK NO 2, IS A
 QE2397'STANDARD NGS DISK STAMPED---CROWN NO 2 1972---, SET INTO ROCK OUTCROP,
 QE2397'0.7 METERS, (2.3 FT) LARGEST DIMENSION.  THE STATION IS LOCATED 18.5
 QE2397'METERS (60.7 FT) NORTH FROM THE NORTHWEST CORNER OF CONCRETE BUILDING,
 QE2397'2.0 METERS (6.6 FT) WEST FROM THE TOP EDGE OF THE BLUFF, AND 0.3
 QE2397'METERS (1.0 FT) HIGHER THAN THE STATION. MAST IS 10 METER HIGH SET ON
 QE2397'CONCRETE BASE 1 X 0.7 METER.  (2.3 FT) AZIMUTH MARK NO 1, IS A
 QE2397'STANDARD NGS DISK STAMPED---CROWN NO 3 1972---, SET INTO THE TOP OF A
 QE2397'BOULDER, 2 METERS, (6.6 FT) LARGEST DIMENSION.  THE STATION IS LOCATED
 QE2397'5.5 METERS (18.0 FT) SOUTHWEST FROM THE CENTERLINE OF THE ROAD, 1.1
 QE2397'METERS (3.6 FT) NORTHWEST FROM A FIBERGLASS WITNESS POST.  TO REACH
 QE2397'THE AZIMUTH MARK FROM THE STATION GO BACK DOWN HILL 0.8 KM, (0.50 MI)
 QE2397'TURN SHARP RIGHT AND FOLLOW TRACK ROAD 1.2 KM (0.75 MI) TO A JUNCTION,
 QE2397'TURN RIGHT AND GO 0.24 KM (0.15 MI) TO A ROAD FORK, KEEP RIGHT AND GO
 QE2397'0.7 KM (0.45 MI) TO A FORK, TURN SHARP LEFT AND GO 1.6 KM (1.00 MI) TO
 QE2397'THE AZIMUTH MARK (REFERENCE MARK 3) ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2204 ***********************************************************************
 RD2204  DESIGNATION -  CROWN POINT VISTA HOUSE DOME
 RD2204  PID         -  RD2204
 RD2204  STATE/COUNTY-  OR/MULTNOMAH
 RD2204  USGS QUAD   -  BRIDAL VEIL (1994)
 RD2204
 RD2204                         *CURRENT SURVEY CONTROL
 RD2204  ___________________________________________________________________
 RD2204* NAD 83(1991)-  45 32 22.45192(N)    122 14 39.75917(W)     ADJUSTED  
 RD2204* NAVD 88     -       226.     (meters)     741.     (feet)  SCALED    
 RD2204  ___________________________________________________________________
 RD2204  LAPLACE CORR-           5.66  (seconds)                    DEFLEC99
 RD2204  GEOID HEIGHT-         -22.38  (meters)                     GEOID03
 RD2204  HORZ ORDER  -  THIRD
 RD2204
 RD2204.The horizontal coordinates were established by classical geodetic methods
 RD2204.and adjusted by the National Geodetic Survey in October 1991.
 RD2204
 RD2204.The orthometric height was scaled from a topographic map.
 RD2204
 RD2204.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2204
 RD2204.The geoid height was determined by GEOID03.
 RD2204
 RD2204;                    North         East     Units Scale Factor Converg.
 RD2204;SPC OR N     -   209,592.463 2,363,780.457   MT  0.99991550   -1 14 13.5
 RD2204;SPC OR N     -   687,639.31  7,755,185.23   iFT  0.99991550   -1 14 13.5
 RD2204;SPC WA S     -    24,430.383   363,758.636   MT  1.00007950   -1 16 01.6
 RD2204;SPC WA S     -    80,152.01  1,193,431.46   sFT  1.00007950   -1 16 01.6
 RD2204;UTM  10      - 5,043,170.282   558,992.969   MT  0.99964279   +0 32 21.6
 RD2204
 RD2204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2204!SPC OR N     -   0.99996807  x   0.99991550  =   0.99988358
 RD2204!SPC WA S     -   0.99996807  x   1.00007950  =   1.00004757
 RD2204!UTM  10      -   0.99996807  x   0.99964279  =   0.99961088
 RD2204
 RD2204:                Primary Azimuth Mark                     Grid Az
 RD2204:SPC OR N     -  ROOS                                     005 02 53.0
 RD2204:SPC WA S     -  ROOS                                     005 04 41.1
 RD2204:UTM  10      -  ROOS                                     003 16 17.9
 RD2204
 RD2204|---------------------------------------------------------------------|
 RD2204| PID    Reference Object                     Distance      Geod. Az  |
 RD2204|                                                           dddmmss.s |
 RD2204| RD2202 ROOS                                APPROX. 2.1 KM 0034839.5 |
 RD2204| RD2265 CAPE HORN RANGE REAR                APPROX. 1.9 KM 2762423.1 |
 RD2204| RD2271 ROOSTER ROCK UPPER RANGE REAR       APPROX. 2.3 KM 2763600.9 |
 RD2204| RD2272 ROOSTER ROCK UPPER RANGE FRONT      APPROX. 2.1 KM 2793357.4 |
 RD2204| RD2253 ROOSTER ROCK LOWER RANGE REAR       APPROX. 0.9 KM 3012650.7 |
 RD2204|---------------------------------------------------------------------|
 RD2204
 RD2204                          SUPERSEDED SURVEY CONTROL
 RD2204
 RD2204  NAD 83(1986)-  45 32 22.46377(N)    122 14 39.76595(W) AD(       ) 3
 RD2204  NAD 27      -  45 32 23.02750(N)    122 14 35.43691(W) AD(       ) 3
 RD2204
 RD2204.Superseded values are not recommended for survey control.
 RD2204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2204.See file dsdata.txt to determine how the superseded data were derived.
 RD2204
 RD2204_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER5899343170(NAD 83)
 RD2204_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD2204+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2004
 RD2204
 RD2204  HISTORY     - Date     Condition        Report By
 RD2204  HISTORY     - 1938     MONUMENTED       CGS
 RD2204  HISTORY     - 1941     SEE DESCRIPTION  CGS
 RD2204  HISTORY     - 1946     SEE DESCRIPTION  CGS
 RD2204  HISTORY     - 19940219 GOOD             USPSQD
 RD2204  HISTORY     - 20040814 GOOD             USPSQD
 RD2204
 RD2204                          STATION DESCRIPTION
 RD2204
 RD2204'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (LAM)
 RD2204'STATION RECOVERED IN GOOD CONDITION.  THIS CHECKED INTERSECTION
 RD2204'STATION IS CENTER OF DOME OF VISTA HOUSE, PROMINENT MASONRY
 RD2204'STRUCTURE ON SUMMIT OF WELL-KNOWN ROCK CLIFF ABOVE S BANK OF
 RD2204'COLUMBIA RIVER.  TOP OF DOME HAS APPROXIMATE ELEVATION OF 750 FEET.
 RD2204'COLUMBIA RIVER HIGHWAY (U.S. 30) ENCIRCLES VISTA HOUSE, WHICH IS AT
 RD2204'HIGHWAY MILEAGE 23.8 E OF PORTLAND.
 RD2204
 RD2204                          STATION RECOVERY (1946)
 RD2204
 RD2204'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (EHB)
 RD2204'LOCATED ON CROWN POINT, ON U.S. HIGHWAY 30.  BUILDING IS IN
 RD2204'EXCELLENT SHAPE.
 RD2204
 RD2204                          STATION RECOVERY (1994)
 RD2204
 RD2204'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD2204'RECOVERED IN GOOD CONDITION.
 RD2204
 RD2204                          STATION RECOVERY (2004)
 RD2204
 RD2204'RECOVERY NOTE BY US POWER SQUADRON 2004 (PS)
 RD2204'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1929 ***********************************************************************
 RD1929  DESIGNATION -  CROWN RESET
 RD1929  PID         -  RD1929
 RD1929  STATE/COUNTY-  OR/TILLAMOOK
 RD1929  USGS QUAD   -  SAND LAKE (1985)
 RD1929
 RD1929                         *CURRENT SURVEY CONTROL
 RD1929  ___________________________________________________________________
 RD1929* NAD 83(1991)-  45 21 26.53804(N)    123 55 47.96928(W)     ADJUSTED  
 RD1929* NAVD 88     -       547.     (meters)    1795.     (feet)  SCALED    
 RD1929  ___________________________________________________________________
 RD1929  LAPLACE CORR-          18.62  (seconds)                    DEFLEC99
 RD1929  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 RD1929  HORZ ORDER  -  SECOND
 RD1929
 RD1929.The horizontal coordinates were established by classical geodetic methods
 RD1929.and adjusted by the National Geodetic Survey in October 1991.
 RD1929
 RD1929.The orthometric height was scaled from a topographic map.
 RD1929
 RD1929.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1929
 RD1929.The geoid height was determined by GEOID03.
 RD1929
 RD1929;                    North         East     Units Scale Factor Converg.
 RD1929;SPC OR N     -   193,577.743 2,231,350.092   MT  0.99989999   -2 25 57.0
 RD1929;SPC OR N     -   635,097.58  7,320,702.40   iFT  0.99989999   -2 25 57.0
 RD1929;UTM  10      - 5,023,071.736   427,159.558   MT  0.99966523   -0 39 42.2
 RD1929
 RD1929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1929!SPC OR N     -   0.99991782  x   0.99989999  =   0.99981782
 RD1929!UTM  10      -   0.99991782  x   0.99966523  =   0.99958308
 RD1929
 RD1929:                Primary Azimuth Mark                     Grid Az
 RD1929:SPC OR N     -  BUZZARD BUTTE 2 RM 3                     157 45 19.0
 RD1929:UTM  10      -  BUZZARD BUTTE 2 RM 3                     155 59 04.2
 RD1929
 RD1929|---------------------------------------------------------------------|
 RD1929| PID    Reference Object                     Distance      Geod. Az  |
 RD1929|                                                           dddmmss.s |
 RD1929| RD1932 BUZZARD BUTTE 2 RM 3                APPROX. 9.7 KM 1551922.0 |
 RD1929| DD9577 CROWN RM 1                            7.144 METERS 18808     |
 RD1929| DD9578 CROWN RM 2                            7.394 METERS 30737     |
 RD1929|---------------------------------------------------------------------|
 RD1929
 RD1929                          SUPERSEDED SURVEY CONTROL
 RD1929
 RD1929  NAD 83(1986)-  45 21 26.57008(N)    123 55 47.97033(W) AD(       ) 2
 RD1929  NAD 27      -  45 21 27.19742(N)    123 55 43.51646(W) AD(       ) 2
 RD1929
 RD1929.Superseded values are not recommended for survey control.
 RD1929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1929.See file dsdata.txt to determine how the superseded data were derived.
 RD1929
 RD1929_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR2716023072(NAD 83)
 RD1929_MARKER: DH = HORIZONTAL CONTROL DISK
 RD1929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD1929_STAMPING: CROWN ORHD 1964 1982
 RD1929_MARK LOGO: NGS   
 RD1929_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD1929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD1929+STABILITY: SURFACE MOTION
 RD1929
 RD1929  HISTORY     - Date     Condition        Report By
 RD1929  HISTORY     - 1982     MONUMENTED       NGS
 RD1929  HISTORY     - 19821217 SEE DESCRIPTION  NGS
 RD1929
 RD1929                          STATION DESCRIPTION
 RD1929
 RD1929'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (DEB)
 RD1929'THE STATION DISK HAD BEEN DESTROYED AND THE ROCK THAT REFERENCE MARK 1
 RD1929'WAS IN HAD BEEN MOVED BY A DOZER.  REFERENCE MARK 2 WAS RECOVERED IN
 RD1929'GOOD CONDITION.  A NEW SURFACE DISK AND REFERENCE MARK 3 WERE
 RD1929'ESTABLISHED AT THIS TIME.  THERE WAS NO SUITABLE PLACE FOR AN AZIMUTH
 RD1929'MARK.  THE STATION IS LOCATED ABOUT 17.6 KM (10.95 MI) SOUTHWEST OF
 RD1929'TILLAMOOK ON A HIGH, LOGGED OVER HILL, ON PROPERTY OWNED BY THE CROWN
 RD1929'ZELLERBACH CORPORATION.  THE TOP OF THE HILL IS NOW A ROCK QUARRY
 RD1929'OPERATION.  TO REACH THE STATION FROM THE POST OFFICE IN TILLAMOOK GO
 RD1929'WEST SECOND STREET FOR 0.16 KM (0.10 MI) TURN LEFT ON US 101 AND GO
 RD1929'18.1 KM (11.25 MI) TO A ROAD RIGHT, TURN RIGHT AND GO 1.6 KM (1.00 MI)
 RD1929'TO A PRIVATE LOGGING ROAD ON RIGHT.  TURN RIGHT AND GO ON RT 300 E
 RD1929'ROAD FOR 5.4 KM (3.35 MI) TO A ROAD JUNCTION, BEAR LEFT ON RD 321 AND
 RD1929'GO 2.1 KM (1.30 MI) TO A T JUNCTION, TURN LEFT ON 100 LINE AND GO 2.6
 RD1929'KM (1.60 MI) TO THE TOP OF THE ROCK QUARRY AND THE STATION ON THE
 RD1929'NORTHEAST PART OF THE HILL.
 RD1929' 
 RD1929'THE STATION IS A STANDARD NGS DISK STAMPED---CROWN ORHD 1964 1982---,
 RD1929'SET INTO PARTIALLY EXPOSED BOULDER OF 2 METERS, (6.6 FT) LARGEST
 RD1929'DIMENSION.  THE STATION IS LOCATED 12.6 METERS (41.3 FT) NORTH FROM
 RD1929'THE TOP EDGE OF BLUFF, 2.3 METERS (7.5 FT) WEST FROM A PILE OF ROCK
 RD1929'AND DIRT, 0.4 METERS (1.3 FT) NORTH FROM WITNESS POST.  REFERENCE MARK
 RD1929'NO 2, IS AN OREGON STATE HIGHWAY DISK STAMPED---CROWN RM 2 CGS---, SET
 RD1929'INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 25 CM IN DIAMETER, FLUSH,
 RD1929'WITH GROUND.  THE STATION IS LOCATED 2.5 METERS (8.2 FT) EAST FROM THE
 RD1929'WEST END OF VEDGETATION, 1.6 METERS (5.2 FT) NORTH-NORTHEAST FROM A
 RD1929'0.2 METER (0.7 FT) IN DIAMETER STUMP, 0.4 METERS (1.3 FT) NORTHEAST
 RD1929'FROM A WITNESS POST, AND 0.4 METERS (1.3 FT) HIGHER THAN THE STATION.
 RD1929'REFERENCE MARK NO 3, IS AN OREGON STATE HIGHWAY DISK STAMPED---CROWN
 RD1929'RM 3 1964 CGS---, SET INTO PARTIALLY EXPOSED BOULDER OF 1 METER, (3.3
 RD1929'FT) LARGEST DIMENSION.  THE STATION IS LOCATED 5.6 METERS (18.4 FT)
 RD1929'NORTH FROM THE TOP EDGE OF THE BLUFF, 0.7 METERS (2.3 FT) EAST FROM A
 RD1929'WITNESS POST, AND 1 METERS (3.3 FT) LOWER THAN THE STATION.
 RD1929
 RD1929                          STATION RECOVERY (1982)
 RD1929
 RD1929'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 RD1929'THE STATION AND REFERENCE MARKS 2 AND 3 WERE RECOVERED AS DESCRIBED
 RD1929'EARLIER THIS YEAR.  THE HILL THAT THE STATION IS LOCATED ON IS BEING
 RD1929'USED AS A BORROW PIT NAD ALL MARKS WILL PROBABLY BE DESTROYED SOMETIME
 RD1929'IN 1983.  A 2 STATION WAS LOCATED ON A HILL ABOUT 450 METERS (1476.4
 RD1929'FT) NORTH.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0421 ***********************************************************************
 RD0421  DESIGNATION -  CS 1
 RD0421  PID         -  RD0421
 RD0421  STATE/COUNTY-  OR/MULTNOMAH
 RD0421  USGS QUAD   -  PORTLAND (1990)
 RD0421
 RD0421                         *CURRENT SURVEY CONTROL
 RD0421  ___________________________________________________________________
 RD0421* NAD 83(1986)-  45 35 59.     (N)    122 43 11.     (W)     SCALED    
 RD0421* NAVD 88     -        14.200  (meters)      46.59   (feet)  ADJUSTED  
 RD0421  ___________________________________________________________________
 RD0421  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 RD0421  DYNAMIC HT  -          14.200 (meters)      46.59  (feet)  COMP
 RD0421  MODELED GRAV-     980,623.2   (mgal)                       NAVD 88
 RD0421
 RD0421  VERT ORDER  -  FIRST     CLASS II
 RD0421
 RD0421.The horizontal coordinates were scaled from a topographic map and have
 RD0421.an estimated accuracy of +/- 6 seconds.
 RD0421
 RD0421.The orthometric height was determined by differential leveling
 RD0421.and adjusted in June 1991.
 RD0421
 RD0421.The geoid height was determined by GEOID03.
 RD0421
 RD0421.The dynamic height is computed by dividing the NAVD 88
 RD0421.geopotential number by the normal gravity value computed on the
 RD0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0421.degrees latitude (g = 980.6199 gals.).
 RD0421
 RD0421.The modeled gravity was interpolated from observed gravity values.
 RD0421
 RD0421;                    North         East    Units  Estimated Accuracy
 RD0421;SPC OR N     -   217,190.    2,326,850.      MT  (+/- 180 meters Scaled)
 RD0421
 RD0421                          SUPERSEDED SURVEY CONTROL
 RD0421
 RD0421  NGVD 29 (05/16/90)   13.147  (m)           43.13   (f) ADJUSTED    1 2
 RD0421
 RD0421.Superseded values are not recommended for survey control.
 RD0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0421.See file dsdata.txt to determine how the superseded data were derived.
 RD0421
 RD0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER218496(NAD 83)
 RD0421_MARKER: DB = BENCH MARK DISK
 RD0421_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RD0421_SP_SET: SIDEWALK
 RD0421_STAMPING: 43.310 CS NO 1 1938
 RD0421_MARK LOGO: CGS   
 RD0421_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0421_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD0421+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2007
 RD0421
 RD0421  HISTORY     - Date     Condition        Report By
 RD0421  HISTORY     - 1938     MONUMENTED       CGS
 RD0421  HISTORY     - 1961     GOOD             NGS
 RD0421  HISTORY     - 1987     GOOD             NGS
 RD0421  HISTORY     - 1990     GOOD             USPSQD
 RD0421  HISTORY     - 19940628 GOOD             USPSQD
 RD0421  HISTORY     - 20040329 GOOD             USPSQD
 RD0421  HISTORY     - 20051108 GOOD             USPSQD
 RD0421  HISTORY     - 20051201 GOOD             USPSQD
 RD0421  HISTORY     - 20070306 GOOD             USPSQD
 RD0421
 RD0421                          STATION DESCRIPTION
 RD0421
 RD0421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RD0421'IN PORTLAND.
 RD0421'JUST WEST OF THE SPOKANE, PORTLAND AND SEATTLE RAILWAY BRIDGE, AT THE
 RD0421'SOUTHWEST END OF A HIGHWAY BRIDGE OVER COLUMBIA SLOUGH, AND IN THE
 RD0421'SOUTH-EAST SIDEWALK NEAR THE BASE OF THE GUARD RAIL.  THIS IS ABOUT
 RD0421'0.4 MILE NORTH NORTHEAST OF THE SPOKANE, PORTLAND AND SEATTLE RAILWAY
 RD0421'DEPOT AT ST. JOHNS, AND ABOUT 1.0 MILE SOUTHWEST OF THE SOUTH SIDE OF
 RD0421'NORTH PORTLAND HARBOR.
 RD0421
 RD0421                          STATION RECOVERY (1987)
 RD0421
 RD0421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD0421'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.8 KM (0.50
 RD0421'MI) NORTHEAST ALONG NORTH PORTLAND ROAD FROM THE JUNCTION OF NORTH
 RD0421'COLUMBIA BOULEVARD IN EAST ST JOHNS, AT THE SOUTHWEST END OF A BRIDGE
 RD0421'OVER COLUMBIA SLOUGH, IN THE SOUTHEAST SIDEWALK, 4.6 M (15.1 FT)
 RD0421'SOUTHEAST OF THE CENTERLINE OF THE ROAD, 0.2 M (0.7 FT) NORTHWEST OF
 RD0421'A GUARDRAIL.
 RD0421'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 RD0421
 RD0421                          STATION RECOVERY (1990)
 RD0421
 RD0421'RECOVERY NOTE BY US POWER SQUADRON 1990 (FV)
 RD0421'RECOVERED IN GOOD CONDITION.
 RD0421
 RD0421                          STATION RECOVERY (1994)
 RD0421
 RD0421'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD0421'RECOVERED IN GOOD CONDITION.
 RD0421
 RD0421                          STATION RECOVERY (2004)
 RD0421
 RD0421'RECOVERY NOTE BY US POWER SQUADRON 2004 (RHC)
 RD0421'RECOVERED IN GOOD CONDITION.
 RD0421
 RD0421                          STATION RECOVERY (2005)
 RD0421
 RD0421'RECOVERY NOTE BY US POWER SQUADRON 2005 (SO)
 RD0421'RECOVERED IN GOOD CONDITION.
 RD0421
 RD0421                          STATION RECOVERY (2005)
 RD0421
 RD0421'RECOVERY NOTE BY US POWER SQUADRON 2005 (RHC)
 RD0421'RECOVERED IN GOOD CONDITION.
 RD0421
 RD0421                          STATION RECOVERY (2007)
 RD0421
 RD0421'RECOVERY NOTE BY US POWER SQUADRON 2007 (RHC)
 RD0421'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2618 ***********************************************************************
 RD2618  DESIGNATION -  CUB
 RD2618  PID         -  RD2618
 RD2618  STATE/COUNTY-  OR/MULTNOMAH
 RD2618  USGS QUAD   -  LAKE OSWEGO (1984)
 RD2618
 RD2618                         *CURRENT SURVEY CONTROL
 RD2618  ___________________________________________________________________
 RD2618* NAD 83(1991)-  45 26 56.62225(N)    122 39 26.44677(W)     ADJUSTED  
 RD2618* NAVD 88     -         5.7    (meters)      19.     (feet)  VERTCON   
 RD2618  ___________________________________________________________________
 RD2618  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 RD2618  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 RD2618  HORZ ORDER  -  SECOND
 RD2618
 RD2618.The horizontal coordinates were established by classical geodetic methods
 RD2618.and adjusted by the National Geodetic Survey in October 1991.
 RD2618
 RD2618.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD2618.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD2618
 RD2618.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2618
 RD2618.The geoid height was determined by GEOID03.
 RD2618
 RD2618;                    North         East     Units Scale Factor Converg.
 RD2618;SPC OR N     -   200,316.432 2,331,269.843   MT  0.99990653   -1 31 47.9
 RD2618;SPC OR N     -   657,206.14  7,648,523.11   iFT  0.99990653   -1 31 47.9
 RD2618;UTM  10      - 5,032,894.534   526,794.562   MT  0.99960883   +0 14 39.1
 RD2618
 RD2618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2618!SPC OR N     -   1.00000269  x   0.99990653  =   0.99990922
 RD2618!UTM  10      -   1.00000269  x   0.99960883  =   0.99961152
 RD2618
 RD2618|---------------------------------------------------------------------|
 RD2618| PID    Reference Object                     Distance      Geod. Az  |
 RD2618|                                                           dddmmss.s |
 RD2618| RD2592 MILWAUKIE WAVERLY CLUB FLAG         353.296 METERS 08230     |
 RD2618| RD2623 EAST SELLWOOD                       APPROX. 1.8 KM 3415250.8 |
 RD2618|---------------------------------------------------------------------|
 RD2618
 RD2618                          SUPERSEDED SURVEY CONTROL
 RD2618
 RD2618  NAD 83(1986)-  45 26 56.64139(N)    122 39 26.45377(W) AD(       ) 2
 RD2618  NAD 27      -  45 26 57.21394(N)    122 39 22.11298(W) AD(       ) 2
 RD2618  NGVD 29 (07/19/86)    4.6    (m)           15.     (f) VERT ANG    3  
 RD2618
 RD2618.Superseded values are not recommended for survey control.
 RD2618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2618.See file dsdata.txt to determine how the superseded data were derived.
 RD2618
 RD2618_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER2679532895(NAD 83)
 RD2618_MARKER: Z = SEE DESCRIPTION
 RD2618_SETTING: 0 = UNSPECIFIED SETTING
 RD2618_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD2618_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RD2618+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2004
 RD2618
 RD2618  HISTORY     - Date     Condition        Report By
 RD2618  HISTORY     - 1962     MONUMENTED       CGS
 RD2618  HISTORY     - 1972     SEE DESCRIPTION  NGS
 RD2618  HISTORY     - 20040716 GOOD             USPSQD
 RD2618
 RD2618                          STATION DESCRIPTION
 RD2618
 RD2618'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 RD2618'THE STATION IS ON THE WEST SIDE OF THE WILLAMETTE RIVER, JUST EAST
 RD2618'OF THE COMMUNITY OF RIVERDALE, 1.1 MILES SOUTH-SOUTHEAST OF THE
 RD2618'SELLWOOD BRIDGE, AND 0.9 MILE NORTH-NORTHWEST OF ELK ROCK.
 RD2618'
 RD2618'TO REACH THE STATION FROM THE WEST END OF THE SELLWOOD BRIDGE, GO
 RD2618'SOUTH ON HIGHWAY 43 ALONG THE WEST BANK OF THE WILLAMETTE RIVER
 RD2618'FOR 1.2 MILES TO CAREY LANE AND END OF TRUCK TRAVEL.  CROSS
 RD2618'HIGHWAY AND TAKE TRAIL DOWN AT THE SOUTH SIDE OF A SMALL RED
 RD2618'GARAGE NO. 10600.  CROSS RAILROAD TRACKS AND CONTINUE ON TRAIL
 RD2618'THAT TAKES OFF ABOUT 17 FEET SOUTH OF THE SOUTH END OF THE SMALL
 RD2618'RAILROAD BRIDGE TO A SMALL ROCK JETTY.  PACK SOUTH ALONG
 RD2618'RIVER EDGE FOR 100 FEET TO THE STATION.
 RD2618'
 RD2618'THE STATION IS LOCATED IN AN OLD CONCRETE PLATFORM AT THE BOTTOM
 RD2618'OF THE FIRST FLIGHT OF CONCRETE STEPS.  THE MARK IS A STANDARD
 RD2618'TRAVERSE STATION DISK, CEMENTED IN A DRILL HOLE, IT IS 29 FEET
 RD2618'NORTHWEST OF A CONCRETE PILLAR ABOUT 15 FEET HIGH, 2 FEET
 RD2618'SOUTHEAST OF THE END OF THE CONCRETE STEPS AND 1.8 FEET WEST OF
 RD2618'THE EDGE OF THE PLATFORM.
 RD2618
 RD2618                          STATION RECOVERY (1972)
 RD2618
 RD2618'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 RD2618'STATION WAS RECOVERED AS DESCRIBED BY N.E. SYLAR IN 1962 AND
 RD2618'FOUND IN GOOD CONDITION.  THE TO REACH IS ADEQUATE.
 RD2618'
 RD2618'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RD2618'EAST EDGE OF RIVERDALE.
 RD2618
 RD2618                          STATION RECOVERY (2004)
 RD2618
 RD2618'RECOVERY NOTE BY US POWER SQUADRON 2004 (REC)
 RD2618'LOWER STAIRWAY IS ACCESSIBLE BY BOAT TO REACH PLATFORM WITH STATION
 RD2618'MARK.  UPPER STAIRWAY IS NOW COVERED WITH VINES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AI1989 ***********************************************************************
 AI1989  CBN         -  This is a Cooperative Base Network Control Station.
 AI1989  DESIGNATION -  CUGR RESET
 AI1989  PID         -  AI1989
 AI1989  STATE/COUNTY-  OR/LANE
 AI1989  USGS QUAD   -  COUGAR RESERVOIR (1989)
 AI1989
 AI1989                         *CURRENT SURVEY CONTROL
 AI1989  ___________________________________________________________________
 AI1989* NAD 83(2007)-  44 07 07.73174(N)    122 14 07.20539(W)     ADJUSTED  
 AI1989* NAVD 88     -       522.7    (meters)    1715.     (feet)  GPS OBS   
 AI1989  ___________________________________________________________________
 AI1989  EPOCH DATE  -        2007.00
 AI1989  X           -  -2,446,512.725 (meters)                     COMP
 AI1989  Y           -  -3,879,688.043 (meters)                     COMP
 AI1989  Z           -   4,417,927.087 (meters)                     COMP
 AI1989  LAPLACE CORR-           5.27  (seconds)                    DEFLEC99
 AI1989  ELLIP HEIGHT-         500.411 (meters)          (02/10/07) ADJUSTED
 AI1989  GEOID HEIGHT-         -22.26  (meters)                     GEOID03
 AI1989
 AI1989  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI1989  Type    PID    Designation                      North   East  Ellip
 AI1989  -------------------------------------------------------------------
 AI1989  NETWORK AI1989 CUGR RESET                        0.65   0.49   1.45
 AI1989  -------------------------------------------------------------------
 AI1989
 AI1989.The horizontal coordinates were established by GPS observations
 AI1989.and adjusted by the National Geodetic Survey in February 2007.
 AI1989
 AI1989.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI1989.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI1989.The horizontal coordinates are valid at the epoch date displayed above.
 AI1989.The epoch date for horizontal control is a decimal equivalence
 AI1989.of Year/Month/Day.
 AI1989
 AI1989.The orthometric height was determined by GPS observations and a
 AI1989.high-resolution geoid model.
 AI1989
 AI1989.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI1989
 AI1989.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1989
 AI1989.The ellipsoidal height was determined by GPS observations
 AI1989.and is referenced to NAD 83.
 AI1989
 AI1989.The geoid height was determined by GEOID03.
 AI1989
 AI1989;                    North         East     Units Scale Factor Converg.
 AI1989;SPC OR S     -   273,844.897 1,361,098.900   MT  1.00003237   -1 11 14.0
 AI1989;SPC OR S     -   898,441.26  4,465,547.57   iFT  1.00003237   -1 11 14.0
 AI1989;UTM  10      - 4,885,353.660   561,183.934   MT  0.99964604   +0 31 56.4
 AI1989
 AI1989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1989!SPC OR S     -   0.99992154  x   1.00003237  =   0.99995391
 AI1989!UTM  10      -   0.99992154  x   0.99964604  =   0.99956761
 AI1989
 AI1989                          SUPERSEDED SURVEY CONTROL
 AI1989
 AI1989  NAD 83(1998)-  44 07 07.73003(N)    122 14 07.20515(W) AD(       ) A
 AI1989  ELLIP H (04/24/00)  500.417  (m)                       GP(       ) 3 1
 AI1989  NAD 83(1991)-  44 07 07.72805(N)    122 14 07.20401(W) AD(       ) B
 AI1989  ELLIP H (10/13/99)  500.557  (m)                       GP(       ) 3 1
 AI1989
 AI1989.Superseded values are not recommended for survey control.
 AI1989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1989.See file dsdata.txt to determine how the superseded data were derived.
 AI1989
 AI1989_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP6118485354(NAD 83)
 AI1989_MARKER: DD = SURVEY DISK
 AI1989_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AI1989_STAMPING: PRI-NET CUGR RESET 1998
 AI1989_MARK LOGO: OR-039
 AI1989_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 AI1989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI1989+STABILITY: SURFACE MOTION
 AI1989_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1989+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AI1989
 AI1989  HISTORY     - Date     Condition        Report By
 AI1989  HISTORY     - 1994     MONUMENTED       OR-039
 AI1989
 AI1989                          STATION DESCRIPTION
 AI1989
 AI1989'DESCRIBED BY LANE COUNTY OREGON 1994 (RET)
 AI1989'THE STATION IS LOCATED ABOUT 9.2 KM (5.70 MI) SOUTHEAST OF THE
 AI1989'COMMUNITY OF BLUE RIVER, 8.6 KM (5.35 MI) SOUTHWEST OF THE COMMUNITY
 AI1989'OF MCKENZIE BRIDGE, 1.0 KM (0.60 MI) SOUTH OF THE EAST END OF THE DAM
 AI1989'AND AT A PROMINENT POINT ON THE NORTHEASTERN EDGE OF THE RESERVOIR.
 AI1989'OWNERSHIP--U.S. FOREST SERVICE.  TO REACH THE STATION FROM THE
 AI1989'JUNCTION OF STATE HIGHWAY 126 AND U.S. FOREST SERVICE ROAD 19, ABOUT
 AI1989'6.4 KM (3.95 MI) EAST OF BLUE RIVER, GO SOUTH ON FOREST ROAD 19 FOR
 AI1989'5.0 KM (3.10 MI) TO THE THREE WAY INTERSECTION AT THE WEST END OF THE
 AI1989'DAM.  TURN LEFT, EASTERLY, ACROSS DAM ON U.S. FOREST SERVICE ROAD 1993
 AI1989'FOR 1.8 KM (1.10 MI) TO THE STATION ON THE RIGHT WHERE THE ROAD STARTS
 AI1989'BACK TO THE EAST.  THE STATION IS A LANE COUNTY SURVEYORS OFFICE DISK
 AI1989'ON A 2 CM BY 76 CM LONG GALVANIZED PIPE EMBEDDED IN A ROUND CONCRETE
 AI1989'MONUMENT PROJECTING 2 CM ABOVE THE GROUND.  IT IS 18.6 M (61.0 FT)
 AI1989'EAST FROM THE EAST END OF A GUARD RAIL, 14.0 M (45.9 FT) WEST FROM A
 AI1989'LANE COUNTY SURVEYORS OFFICE BRASS CAP IN OUTCROP MARKED PRI-NET CUGR
 AI1989'RM-1 1994, 9.1 M (29.9 FT) SOUTH FROM THE CENTER OF THE ROAD, AND 0.9
 AI1989'M (3.0 FT) NORTH FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0891 ***********************************************************************
 PC0891  DESIGNATION -  CULP CREEK
 PC0891  PID         -  PC0891
 PC0891  STATE/COUNTY-  OR/LANE
 PC0891  USGS QUAD   -  CULP CREEK (1986)
 PC0891
 PC0891                         *CURRENT SURVEY CONTROL
 PC0891  ___________________________________________________________________
 PC0891* NAD 83(1991)-  43 41 52.43888(N)    122 50 12.50957(W)     ADJUSTED  
 PC0891* NAVD 88     -       303.2    (meters)     995.     (feet)  VERTCON   
 PC0891  ___________________________________________________________________
 PC0891  LAPLACE CORR-           2.38  (seconds)                    DEFLEC99
 PC0891  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 PC0891  HORZ ORDER  -  THIRD
 PC0891
 PC0891.The horizontal coordinates were established by classical geodetic methods
 PC0891.and adjusted by the National Geodetic Survey in October 1991.
 PC0891
 PC0891.The NAVD 88 height was computed by applying the VERTCON shift value to
 PC0891.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PC0891
 PC0891.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC0891
 PC0891.The geoid height was determined by GEOID03.
 PC0891
 PC0891;                    North         East     Units Scale Factor Converg.
 PC0891;SPC OR S     -   228,266.435 1,311,661.388   MT  0.99993725   -1 35 55.4
 PC0891;SPC OR S     -   748,905.63  4,303,351.01   iFT  0.99993725   -1 35 55.4
 PC0891;UTM  10      - 4,838,333.053   513,149.961   MT  0.99960213   +0 06 45.9
 PC0891
 PC0891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC0891!SPC OR S     -   0.99995606  x   0.99993725  =   0.99989331
 PC0891!UTM  10      -   0.99995606  x   0.99960213  =   0.99955820
 PC0891
 PC0891|---------------------------------------------------------------------|
 PC0891| PID    Reference Object                     Distance      Geod. Az  |
 PC0891|                                                           dddmmss.s |
 PC0891| CD9264 CULP CREEK RM 1                       8.857 METERS 00901     |
 PC0891| PC0889 RUJADA                              APPROX. 8.4 KM 0925218.6 |
 PC0891| PC0895 CULP CREEK AZ MK 2                  143.603 METERS 24449     |
 PC0891| PC0894 CULP CREEK RM 2                      13.108 METERS 27944     |
 PC0891|---------------------------------------------------------------------|
 PC0891
 PC0891                          SUPERSEDED SURVEY CONTROL
 PC0891
 PC0891  NAD 83(1986)-  43 41 52.44597(N)    122 50 12.52983(W) AD(       ) 3
 PC0891  NAD 27      -  43 41 53.00910(N)    122 50 08.29660(W) AD(       ) 3
 PC0891  NGVD 29 (07/19/86)  302.1    (m)          991.     (f) VERT ANG    3  
 PC0891
 PC0891.Superseded values are not recommended for survey control.
 PC0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0891.See file dsdata.txt to determine how the superseded data were derived.
 PC0891
 PC0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP1315038333(NAD 83)
 PC0891_MARKER: DS = TRIANGULATION STATION DISK
 PC0891_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PC0891_SP_SET: METAL PIPE IN CONCRETE
 PC0891
 PC0891  HISTORY     - Date     Condition        Report By
 PC0891  HISTORY     - 1953     MONUMENTED       CGS
 PC0891  HISTORY     - 1969     SEE DESCRIPTION  LOCENG
 PC0891  HISTORY     - 1980     GOOD             NGS
 PC0891
 PC0891                          STATION DESCRIPTION
 PC0891
 PC0891'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 PC0891'THE STATION IS LOCATED AT THE EAST EDGE OF CULP CREEK, ABOUT 0.2
 PC0891'MILE NORTH OF A COVERED BRIDGE ACROSS THE ROW RIVER, 33.4 FEET
 PC0891'NORTH OF THE NORTH RAIL OF A RAILROAD TRACK, 9.5 FEET NORTHWEST
 PC0891'OF A FENCE CORNER, AND 4.8 FEET WEST OF A WIRE FENCE.
 PC0891'
 PC0891'TO REACH THE STATION FROM THE POST OFFICE IN CULP CREEK, GO
 PC0891'EASTERLY FOR 0.2 MILE TO THE ROAD INTERSECTION JUST BEFORE REACHING
 PC0891'THE COVERED BRIDGE.  THEN LEFT ON A GRAVELED ROAD FOR 0.05 MILE
 PC0891'TO THE AZIMUTH MARK ON THE LEFT.  TURN RIGHT, FIRST EAST THEN
 PC0891'NORTH FOR 0.1 MILE TO THE STATION ON THE RIGHT.
 PC0891'
 PC0891'THE STATION MARK IS A STANDARD DISK STAMPED CULP CREEK 1953 SET
 PC0891'IN CONCRETE IN THE TOP OF A 3-INCH IRON PIPE THAT PROJECTS 6
 PC0891'INCHES.  REFERENCE MARK NO. 1 IS 27 FEET EAST OF THE CENTER OF
 PC0891'THE ROAD, AND 1.2 FEET WEST OF A WIRE FENCE.  IT IS A STANDARD
 PC0891'DISK STAMPED CULP CREEK NO 1 1953 SET IN CONCRETE IN THE TOP OF
 PC0891'A 3-INCH IRON PIPE THAT PROJECTS 10 INCHES.
 PC0891'
 PC0891'REFERENCE MARK NO. 2 IS 15 FEET WEST OF THE CENTER OF THE ROAD,
 PC0891'5.8 FEET NORTH OF A FENCE CORNER, AND 2.5 FEET NORTH OF A POWER
 PC0891'LINE POLE.  IT IS A STANDARD DISK STAMPED CULP CREEK NO 2 1953
 PC0891'SET IN CONCRETE IN THE TOP OF A 3-INCH IRON PIPE THAT PROJECTS
 PC0891'6 INCHES.
 PC0891'
 PC0891'THE AZIMUTH MARK IS 35 FEET WEST OF A BEND OF THE GRAVELED ROAD,
 PC0891'1 FOOT EAST OF A WIRE FENCE, AND 1 FOOT SOUTH OF A 4 IN X 4 IN
 PC0891'WITNESS POST.  IT IS A STANDARD DISK STAMPED CULP CREEK 1953 SET
 PC0891'IN CONCRETE IN THE TOP OF A 3-INCH IRON PIPE THAT PROJECTS 8
 PC0891'INCHES.
 PC0891
 PC0891                          STATION RECOVERY (1969)
 PC0891
 PC0891'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1969 (MRA)
 PC0891'RECOVERED BY WEYERHAEUSER.
 PC0891'
 PC0891'CULP CREEK 1953 GOOD
 PC0891'
 PC0891'CULP CREEK 1953 RM NO 1 DID NOT FIND
 PC0891'
 PC0891'CULP CREEK 1953 RM NO 2 GOOD
 PC0891'
 PC0891'SEARCH FOR RM NO 1 WAS NOT VERY THOROUGH.
 PC0891
 PC0891                          STATION RECOVERY (1980)
 PC0891
 PC0891'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 PC0891'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 PC0891'CONDITION.  THE AZIMUTH MARK WAS RECOVERED BUT ACCORDING TO THE
 PC0891'PROPERTY OWNER THE MARK WAS KNOCKED OUT DURING THE BUILDING OF A
 PC0891'ROAD.  IT WAS THEN PUT BACK IN THE SAME PLACE.  THE ARROW ON THE MARK
 PC0891'POINTS DOWN THE FENCE LINE.  THE AZIMUTH MARK WAS RESTAMPED AND
 PC0891'REOBSERVED AT THIS TIME.
 PC0891'
 PC0891'THE STATION IS LOCATED ABOUT 11 MILES SOUTHEAST OF COTTAGE GROVE, AND
 PC0891'IN THE VILLAGE OF CULP CREEK.
 PC0891'
 PC0891'TO REACH THE STATION FROM THE CULP CREEK SCHOOL IN CULP CREEK, GO
 PC0891'EAST ON MAIN ROAD 0.4 MILE TO A GRAVEL ROAD ON THE LEFT, TURN LEFT
 PC0891'AND GO 0.05 MILE TO THE AZIMUTH MARK ON THE LEFT, CONTINUE STRAIGHT
 PC0891'AHEAD 0.5 MILE TO A T JUNCTION, TURN RIGHT AND GO 0.05 MILE TO A
 PC0891'PRIVATE DRIVE ON THE LEFT AND THE STATION.
 PC0891'
 PC0891'THE STATION IS A STANDARD US COAST AND GEODETIC SURVEY (NOW NOS) DISK
 PC0891'STAMPED---CULP CREEK 1953---SET INTO THE TOP OF A METAL PIPE 10 CM
 PC0891'(4 INCHES) IN DIAMETER PROJECTING 15 CM (6 INCHES) ABOVE THE GROUND
 PC0891'LOCATED 8.69 METERS (28.5 FEET) E FROM THE CENTERLINE OF A PRIVATE
 PC0891'DRIVE, 11.43 METERS (37.5 FEET) N FROM THE CENTERLINE OF AN OLD RR
 PC0891'TRACK BED, 2.29 METERS (7.5 FEET) SW FROM A FENCE CORNER, AND 0.76
 PC0891'METER (2.5 FEET) S FROM A METAL WITNESS POST.
 PC0891'
 PC0891'REFERENCE MARK NO. 1 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 PC0891'NOS) DISK STAMPED---CULP CREEK NO 1 1953---SET INTO THE TOP OF A
 PC0891'METAL PIPE 10 CM (4 INCHES) IN DIAMETER PROJECTING 30 CM (12 INCHES)
 PC0891'ABOVE THE GROUND LOCATED 7.0 METERS (23 FEET) N FROM A FENCE CORNER,
 PC0891'99.1 METERS (325 FEET) E FROM THE CENTERLINE OF A PRIVATE DRIVE, 0.64
 PC0891'METER (2.1 FEET) W FROM A FENCE, AND 0.3 METER (1 FOOT) HIGHER THAN
 PC0891'THE STATION.
 PC0891'
 PC0891'REFERENCE MARK NO. 2 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 PC0891'NOS) DISK STAMPED---CULP CREEK NO 2 1953---SET INTO THE TOP OF A
 PC0891'METAL PIPE 10 CM (4 INCHES) IN DIAMETER PROJECTING 10 CM (4 INCHES)
 PC0891'ABOVE THE GROUND LOCATED 11.0 METERS (36 FEET) N FROM THE CENTERLINE
 PC0891'OF A GRAVEL ROAD, 4.3 METERS (14 FEET) W FROM THE CENTERLINE OF A
 PC0891'PRIVATE DRIVE, 1.68 METERS (5.5 FEET) SSE FROM A FENCE CORNER, 1.8
 PC0891'METERS (6 FEET) SW FROM A GROUP OF MAPLE TREES, AND 0.6 METER (2
 PC0891'FEET) HIGHER THAN THE STATION.
 PC0891'
 PC0891'AZIMUTH MARK NO. 1 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 PC0891'STAMPED---CULP CREEK 1953 1980---SET INTO THE TOP OF A METAL PIPE
 PC0891'10 CM (4 INCHES) IN DIAMETER PROJECTING 30 CM (12 INCHES) ABOVE THE
 PC0891'GROUND LOCATED 5.5 METERS (18 FEET) W FROM THE CENTERLINE OF THE RD,
 PC0891'0.3 METER (1 FOOT) S FROM A METAL WITNESS POST, AND 91.4 METERS (300
 PC0891'FEET) NNW FROM A CHURCH.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0780 ***********************************************************************
 PB0780  DESIGNATION -  CULTUS LOT RESET
 PB0780  PID         -  PB0780
 PB0780  STATE/COUNTY-  OR/DESCHUTES
 PB0780  USGS QUAD   -  CRANE PRAIRIE RESERV (1981)
 PB0780
 PB0780                         *CURRENT SURVEY CONTROL
 PB0780  ___________________________________________________________________
 PB0780* NAD 83(1991)-  43 49 08.47914(N)    121 52 13.45658(W)     ADJUSTED  
 PB0780* NAVD 88     -      2061.4    (meters)    6763.     (feet)  VERTCON   
 PB0780  ___________________________________________________________________
 PB0780  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 PB0780  GEOID HEIGHT-         -21.03  (meters)                     GEOID03
 PB0780  HORZ ORDER  -  THIRD
 PB0780
 PB0780.The horizontal coordinates were established by classical geodetic methods
 PB0780.and adjusted by the National Geodetic Survey in October 1991.
 PB0780
 PB0780.The NAVD 88 height was computed by applying the VERTCON shift value to
 PB0780.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PB0780
 PB0780.The Laplace correction was computed from DEFLEC99 derived deflections.
 PB0780
 PB0780.The geoid height was determined by GEOID03.
 PB0780
 PB0780;                    North         East     Units Scale Factor Converg.
 PB0780;SPC OR S     -   239,997.527 1,389,760.944   MT  0.99995904   -0 56 15.2
 PB0780;SPC OR S     -   787,393.46  4,559,583.15   iFT  0.99995904   -0 56 15.2
 PB0780;UTM  10      - 4,852,392.370   590,839.391   MT  0.99970149   +0 46 55.8
 PB0780
 PB0780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PB0780!SPC OR S     -   0.99968016  x   0.99995904  =   0.99963921
 PB0780!UTM  10      -   0.99968016  x   0.99970149  =   0.99938175
 PB0780
 PB0780|---------------------------------------------------------------------|
 PB0780| PID    Reference Object                     Distance      Geod. Az  |
 PB0780|                                                           dddmmss.s |
 PB0780| CS4168 CULTUS LOT RM 2                      11.183 METERS 13057     |
 PB0780| CS4167 CULTUS LOT RM 1                       7.291 METERS 19931     |
 PB0780| PB0771 IRISH                               APPROX. 9.1 KM 2931137.5 |
 PB0780|---------------------------------------------------------------------|
 PB0780
 PB0780                          SUPERSEDED SURVEY CONTROL
 PB0780
 PB0780  NAD 83(1986)-  43 49 08.48476(N)    121 52 13.47727(W) AD(       ) 3
 PB0780  NGVD 29 (04/26/90) 2060.1    (m)         6759.     (f) VERT ANG    3  
 PB0780
 PB0780.Superseded values are not recommended for survey control.
 PB0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0780.See file dsdata.txt to determine how the superseded data were derived.
 PB0780
 PB0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP9083952392(NAD 83)
 PB0780_MARKER: 57 = LOOKOUT TOWER
 PB0780
 PB0780  HISTORY     - Date     Condition        Report By
 PB0780  HISTORY     - 1958     FIRST OBSERVED   USGS
 PB0780
 PB0780                          STATION DESCRIPTION
 PB0780
 PB0780'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 PB0780'A NEW TRUCK ROAD IS BEING BUILT FROM END OF TRUCK TRAVEL OF 1955
 PB0780'DESCRIPTIO TO TOP OF MOUNTAIN AND LOOKOUT TOWER.  A NEW LOOKOUT
 PB0780'TOWER WAS BUILT IN 1958 IN EXACT LOCATION OF OLD LOOKOUT TOWER.
 PB0780'
 PB0780'STATION MARK--STANDARD TABLET STAMPED---CULTUS LOT 1958---, ON
 PB0780'3-INCH PIPE CENTERED UNDER LOT.
 PB0780'
 PB0780'RM 1--STANDARD RM TABLET STAMPED---NO 1 1958---, CEMENTED IN LARGE
 PB0780'BOULDER.
 PB0780'
 PB0780'RM 2--STANDARD RM TABLET STAMPED---NO 2 1958---, CEMENTED IN LARGE
 PB0780'BOULDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0770 ***********************************************************************
 PB0770  DESIGNATION -  CULTUS MOUNTAIN
 PB0770  PID         -  PB0770
 PB0770  STATE/COUNTY-  OR/DESCHUTES
 PB0770  USGS QUAD   -  CRANE PRAIRIE RESERV (1981)
 PB0770
 PB0770                         *CURRENT SURVEY CONTROL
 PB0770  ___________________________________________________________________
 PB0770* NAD 83(1991)-  43 49 08.80931(N)    121 52 12.89576(W)     ADJUSTED  
 PB0770* NAVD 88     -              **(meters)            **(feet)            
 PB0770  ___________________________________________________________________
 PB0770  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 PB0770  GEOID HEIGHT-         -21.03  (meters)                     GEOID03
 PB0770  HORZ ORDER  -  THIRD
 PB0770
 PB0770.The horizontal coordinates were established by classical geodetic methods
 PB0770.and adjusted by the National Geodetic Survey in October 1991.
 PB0770
 PB0770
 PB0770.The Laplace correction was computed from DEFLEC99 derived deflections.
 PB0770
 PB0770.The geoid height was determined by GEOID03.
 PB0770
 PB0770;                    North         East     Units Scale Factor Converg.
 PB0770;SPC OR S     -   240,007.510 1,389,773.642   MT  0.99995906   -0 56 14.8
 PB0770;SPC OR S     -   787,426.21  4,559,624.81   iFT  0.99995906   -0 56 14.8
 PB0770;UTM  10      - 4,852,402.728   590,851.780   MT  0.99970152   +0 46 56.2
 PB0770
 PB0770                          SUPERSEDED SURVEY CONTROL
 PB0770
 PB0770  NAD 83(1986)-  43 49 08.81446(N)    121 52 12.90822(W) AD(       ) 4
 PB0770  NAD 27      -  43 49 09.40000(N)    121 52 08.81000(W) AD(       ) 3
 PB0770
 PB0770.Superseded values are not recommended for survey control.
 PB0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0770.See file dsdata.txt to determine how the superseded data were derived.
 PB0770
 PB0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP9085252403(NAD 83)
 PB0770
 PB0770  HISTORY     - Date     Condition        Report By
 PB0770  HISTORY     - 1933     MONUMENTED       CGS
 PB0770
 PB0770                          STATION DESCRIPTION
 PB0770
 PB0770'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (FGJ)
 PB0770'THIS INTERSECTED POINT IS THE HIGHEST POINT OF CULTUS MOUNTAIN,
 PB0770'ELEVATION 6470 FEET.  THE MOUNTAIN LIES NW OF CRANE PRAIRIE
 PB0770'RESERVOIR.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0600 ***********************************************************************
 QD0600  DESIGNATION -  CULVER
 QD0600  PID         -  QD0600
 QD0600  STATE/COUNTY-  OR/JEFFERSON
 QD0600  USGS QUAD   -  CULVER (1992)
 QD0600
 QD0600                         *CURRENT SURVEY CONTROL
 QD0600  ___________________________________________________________________
 QD0600* NAD 83(1991)-  44 31 20.66768(N)    121 12 46.99950(W)     ADJUSTED  
 QD0600* NAVD 88     -       803.400  (meters)    2635.82   (feet)  ADJUSTED  
 QD0600  ___________________________________________________________________
 QD0600  LAPLACE CORR-           6.40  (seconds)                    DEFLEC99
 QD0600  GEOID HEIGHT-         -21.25  (meters)                     GEOID03
 QD0600  DYNAMIC HT  -         803.182 (meters)    2635.11  (feet)  COMP
 QD0600  MODELED GRAV-     980,319.3   (mgal)                       NAVD 88
 QD0600
 QD0600  HORZ ORDER  -  SECOND
 QD0600  VERT ORDER  -  SECOND    CLASS 0
 QD0600
 QD0600.The horizontal coordinates were established by classical geodetic methods
 QD0600.and adjusted by the National Geodetic Survey in October 1991.
 QD0600
 QD0600.The orthometric height was determined by differential leveling
 QD0600.and adjusted in June 1991.
 QD0600
 QD0600.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD0600
 QD0600.The geoid height was determined by GEOID03.
 QD0600
 QD0600.The dynamic height is computed by dividing the NAVD 88
 QD0600.geopotential number by the normal gravity value computed on the
 QD0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0600.degrees latitude (g = 980.6199 gals.).
 QD0600
 QD0600.The modeled gravity was interpolated from observed gravity values.
 QD0600
 QD0600;                    North         East     Units Scale Factor Converg.
 QD0600;SPC OR N     -    95,342.423 2,443,315.870   MT  0.99995775   -0 30 20.5
 QD0600;SPC OR N     -   312,803.23  8,016,128.18   iFT  0.99995775   -0 30 20.5
 QD0600;UTM  10      - 4,931,451.153   642,004.074   MT  0.99984799   +1 15 11.5
 QD0600
 QD0600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD0600!SPC OR N     -   0.99987738  x   0.99995775  =   0.99983513
 QD0600!UTM  10      -   0.99987738  x   0.99984799  =   0.99972539
 QD0600
 QD0600|---------------------------------------------------------------------|
 QD0600| PID    Reference Object                     Distance      Geod. Az  |
 QD0600|                                                           dddmmss.s |
 QD0600| QD0599 CULVER RM 1                          22.225 METERS 04140     |
 QD0600| QD0684 C 12 2634=CULVER MAG STA             11.500 METERS 15414     |
 QD0600| CF4262 CULVER AZ MK                                       1581244.9 |
 QD0600| QD1575 ROUND                               APPROX.10.0 KM 3481455.0 |
 QD0600| QD0685 C 13 2633=CULVER                     26.715 METERS 35724     |
 QD0600| QD0598 CULVER RM 2                          16.885 METERS 35803     |
 QD0600|---------------------------------------------------------------------|
 QD0600
 QD0600                          SUPERSEDED SURVEY CONTROL
 QD0600
 QD0600  NAD 83(1986)-  44 31 20.67611(N)    121 12 46.99891(W) AD(       ) 2
 QD0600  NAD 27      -  44 31 21.24600(N)    121 12 42.85100(W) AD(       ) 2
 QD0600  NGVD 29 (??/??/92)  802.315  (m)         2632.26   (f) ADJ UNCH    2 0
 QD0600
 QD0600.Superseded values are not recommended for survey control.
 QD0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0600.See file dsdata.txt to determine how the superseded data were derived.
 QD0600
 QD0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ4200431451(NAD 83)
 QD0600_MARKER: DS = TRIANGULATION STATION DISK
 QD0600_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QD0600_SP_SET: IRON PIPE
 QD0600_STAMPING: CULVER 1946
 QD0600_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0600
 QD0600  HISTORY     - Date     Condition        Report By
 QD0600  HISTORY     - 1946     MONUMENTED       CGS
 QD0600  HISTORY     - 1946     GOOD             CGS
 QD0600  HISTORY     - 1959     SEE DESCRIPTION  USGS
 QD0600  HISTORY     - 1959     MARK NOT FOUND   NGS
 QD0600  HISTORY     - 1985     GOOD             USPSQD
 QD0600
 QD0600                          STATION DESCRIPTION
 QD0600
 QD0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 QD0600'THE STATION IS LOCATED ON THE SCHOOL GROUNDS IN THE VILLAGE OF
 QD0600'CULVER.  IT IS 109.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 QD0600'SCHOOL BUILDING, 74 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE
 QD0600'GYMNASIUM AND 56 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 QD0600'GYMNASIUM.  IT IS A STANDARD DISK BRAZED TO THE TOP OF A 2 INCH
 QD0600'CAST IRON SOIL PIPE THAT PROJECTS 3 INCHES.  IT IS STAMPED
 QD0600'CULVER 1946.
 QD0600'
 QD0600'REFERENCE MARK NO. 1 IS 1 FOOT SOUTH OF THE SOUTHEAST CORNER OF
 QD0600'THE GYMNASIUM AND PROJECTS 1 INCH.  IT IS STAMPED CULVER NO 1 1946.
 QD0600'
 QD0600'REFERENCE MARK NO. 2 IS 1 FOOT SOUTHWEST OF THE SOUTHWEST CORNER
 QD0600'OF THE GYMNASIUM.  IT IS A STANDARD DISK BRAZED TO THE TOP OF A
 QD0600'2 INCH CAST IRON SOIL PIPE THAT PROJECTS 2 INCHES.  IT IS STAMPED
 QD0600'CULVER NO 2 1946.
 QD0600'
 QD0600'CULVER USC AND GS MAGNETIC STATION IS 37.2 FEET NORTHWEST OF THE
 QD0600'NORTHWEST CORNER OF THE SCHOOL BUILDING.  IT IS A USC AND GS
 QD0600'MAGNETIC DISK SET IN THE TOP OF A 12 BY 12 INCH SQUARE CONCRETE
 QD0600'BLOCK THAT PROJECTS 6 INCHES.  IT IS STAMPED C 12 1917 2634.
 QD0600'
 QD0600'CULVER USGS IS 31.25 FEET NORTH OF THE SOUTHWEST CORNER OF THE
 QD0600'GYMNASIUM AND 2.5 FEET WEST OF THE WEST SIDE OF THE BUILDING.  IT
 QD0600'IS A USGS TRIANGULATION DISK SET IN A DRILL HOLE IN A SMALL BURIED
 QD0600'BOULDER THAT PROJECTS 1.5 INCH.  IT IS STAMPED CULVER TRI 2633 C
 QD0600'13 1926 STA.
 QD0600'
 QD0600'THE AZIMUTH MARK IS 33 FEET NORTH OF TELEPHONE POLE
 QD0600'NO. 35-21-KB-51, 27 FEET EAST OF THE CENTER OF A DIRT ROAD 4 FEET
 QD0600'NORTH OF A WHITE WITNESS POST AND 3 FEET WEST OF THE WEST EDGE OF
 QD0600'A PLOWED FIELD.  IT IS SET DIRECTLY UNDER A TELEPHONE LINE AND
 QD0600'PROJECTS 2 INCHES.  IT IS STAMPED CULVER 1946.
 QD0600'
 QD0600'TO REACH THE STATION FROM U.S. HIGHWAY NO. 97 IN CULVER, GO 2
 QD0600'BLOCKS WEST TO THE SCHOOL BUILDING AND THE STATION AS DESCRIBED.
 QD0600'
 QD0600'TO REACH THE AZIMUTH MARK FROM THE MOBILE SERVICE STA. AND GARAGE
 QD0600'IN CULVER, GO SOUTH ON U.S. HIGHWAY NO. 97 FOR 0.1 MILE, KEEP
 QD0600'STRAIGHT AHEAD ON DIRT ROAD, SOUTH, FOR 0.25 MILE TO THE AZIMUTH
 QD0600'MARK ON THE LEFT AS DESCRIBED.
 QD0600
 QD0600                          STATION RECOVERY (1946)
 QD0600
 QD0600'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 QD0600'IN CULVER.
 QD0600'AT CULVER, BETWEEN SCHOOL BUILDING AND GYMNASIUM, 109.6 FEET NORTHWEST
 QD0600'OF NORTHWEST CORNER OF SCHOOL BUILDING, 56 FEET SOUTH OF SOUTHWEST
 QD0600'CORNER OF GYMNASIUM, 55.5 FEET SOUTH OF REFERENCE MARK NO. 2, 73 FEET
 QD0600'SOUTHWEST OF REFERENCE MARK NO. 1.
 QD0600
 QD0600                          STATION RECOVERY (1959)
 QD0600
 QD0600'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 QD0600'GYMNASIUM HAS BEEN TORN DOWN AND GROUND IS LANDSCAPED AND LAWN
 QD0600'PLANTED.  NO MARKS WERE FOUND EXCEPT THE SOIL PIPE WHICH REFERENCE
 QD0600'MARK 2 WAS ATTACHED.  IT IS BELIEVED THAT ALL OTHER MARKS HAVE
 QD0600'BEEN DESTROYED.
 QD0600
 QD0600                          STATION RECOVERY (1959)
 QD0600
 QD0600'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 QD0600'MARK NOT FOUND.
 QD0600
 QD0600                          STATION RECOVERY (1985)
 QD0600
 QD0600'RECOVERY NOTE BY US POWER SQUADRON 1985
 QD0600'THE OLD RAILROAD STATION BUILDING IS STILL STANDING, BUT NOT IN USE
 QD0600'THIS IS A MAIN LINE TRACK, THIS STATION IN INTACT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1716 ***********************************************************************
 QD1716  DESIGNATION -  CULVER MADRAS N STANDPIPE
 QD1716  PID         -  QD1716
 QD1716  STATE/COUNTY-  OR/JEFFERSON
 QD1716  USGS QUAD   -  STEELHEAD FALLS (1992)
 QD1716
 QD1716                         *CURRENT SURVEY CONTROL
 QD1716  ___________________________________________________________________
 QD1716* NAD 83(1991)-  44 28 42.47360(N)    121 16 49.83493(W)     ADJUSTED  
 QD1716* NAVD 88     -              **(meters)            **(feet)            
 QD1716  ___________________________________________________________________
 QD1716  LAPLACE CORR-           5.98  (seconds)                    DEFLEC99
 QD1716  GEOID HEIGHT-         -21.37  (meters)                     GEOID03
 QD1716  HORZ ORDER  -  THIRD
 QD1716
 QD1716.The horizontal coordinates were established by classical geodetic methods
 QD1716.and adjusted by the National Geodetic Survey in October 1991.
 QD1716
 QD1716
 QD1716.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1716
 QD1716.The geoid height was determined by GEOID03.
 QD1716
 QD1716;                    North         East     Units Scale Factor Converg.
 QD1716;SPC OR N     -    90,509.389 2,437,906.600   MT  0.99996661   -0 33 12.7
 QD1716;SPC OR N     -   296,946.81  7,998,381.23   iFT  0.99996661   -0 33 12.7
 QD1716;SPC OR S     -   312,662.490 1,437,894.714   MT  1.00015695   -0 32 02.3
 QD1716;SPC OR S     - 1,025,795.57  4,717,502.34   iFT  1.00015695   -0 32 02.3
 QD1716;UTM  10      - 4,926,455.003   636,746.324   MT  0.99982996   +1 12 17.8
 QD1716
 QD1716                          SUPERSEDED SURVEY CONTROL
 QD1716
 QD1716  NAD 83(1986)-  44 28 42.48186(N)    121 16 49.83583(W) AD(       ) 4
 QD1716  NAD 27      -  44 28 43.05447(N)    121 16 45.67934(W) AD(       ) 3
 QD1716
 QD1716.Superseded values are not recommended for survey control.
 QD1716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1716.See file dsdata.txt to determine how the superseded data were derived.
 QD1716
 QD1716_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ3674626455(NAD 83)
 QD1716_MARKER: 52 = STANDPIPE TANK
 QD1716
 QD1716  HISTORY     - Date     Condition        Report By
 QD1716  HISTORY     - 1974     FIRST OBSERVED   NGS
 QD1716
 QD1716                          STATION DESCRIPTION
 QD1716
 QD1716'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 QD1716'THE STATION IS 3-1/2 MILES SOUTHWEST OF CULVER.
 QD1716'
 QD1716'TO REACH THE STATION FROM THE CULVER POST OFFICE GO EAST FOR 0.1 MILE
 QD1716'TO FIRST STREET, TURN RIGHT, AND GO SOUTH, AND SOUTHEAST ON FIRST
 QD1716'STREET, AND THE MACADAM ROAD FOR 2.7 MILES TO THE JUNCTION WITH
 QD1716'U.S. HIGHWAY 97 AT AN ANGLING CROSSROAD, TURN RIGHT, AND GO SOUTH
 QD1716'ON U.S. HIGHWAY 97 FOR 2.0 MILES TO A CROSSROAD, TURN RIGHT, AND GO
 QD1716'WEST ON MONROE LANE FOR 2.6 MILES TO THE RAILROAD CROSSING,
 QD1716'CONTINUE WEST ON MONROE LANE FOR 0.35 MILE TO A SIDE ROAD RIGHT,
 QD1716'TURN RIGHT, AND GO NORTH ON GREEN DRIVE FOR 1.0 MILE TO A T
 QD1716'INTERSECTION, TURN LEFT, AND GO WEST ON LASALLE LANE FOR 1.3
 QD1716'MILES TO A DRIVEWAY ON THE LEFT, TURN LEFT, AND GO SOUTH FOR 0.15
 QD1716'MILE TO THE STATION.
 QD1716'
 QD1716'THE STATION IS THE NORTH ONE OF TWIN STANDPIPES, THAT ARE PAINTED
 QD1716'SILVER, IT IS 60 FEET IN DIAMETER, AND 40 FEET HIGH.  THE VENT AT
 QD1716'THE TOP, AND CENTER WAS THE POINT OBSERVED UPON.
 QD1716'
 QD1716'OBSERVED FROM STATIONS ROUND 1946, JUNI 1945, PENINSULA 2, AND GENEVA
 QD1716'1946.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1715 ***********************************************************************
 QD1715  DESIGNATION -  CULVER MADRAS S STANDPIPE
 QD1715  PID         -  QD1715
 QD1715  STATE/COUNTY-  OR/JEFFERSON
 QD1715  USGS QUAD   -  STEELHEAD FALLS (1992)
 QD1715
 QD1715                         *CURRENT SURVEY CONTROL
 QD1715  ___________________________________________________________________
 QD1715* NAD 83(1991)-  44 28 41.43486(N)    121 16 49.74398(W)     ADJUSTED  
 QD1715* NAVD 88     -              **(meters)            **(feet)            
 QD1715  ___________________________________________________________________
 QD1715  LAPLACE CORR-           5.98  (seconds)                    DEFLEC99
 QD1715  GEOID HEIGHT-         -21.37  (meters)                     GEOID03
 QD1715  HORZ ORDER  -  THIRD
 QD1715
 QD1715.The horizontal coordinates were established by classical geodetic methods
 QD1715.and adjusted by the National Geodetic Survey in October 1991.
 QD1715
 QD1715
 QD1715.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1715
 QD1715.The geoid height was determined by GEOID03.
 QD1715
 QD1715;                    North         East     Units Scale Factor Converg.
 QD1715;SPC OR N     -    90,477.309 2,437,908.300   MT  0.99996667   -0 33 12.6
 QD1715;SPC OR N     -   296,841.56  7,998,386.81   iFT  0.99996667   -0 33 12.6
 QD1715;SPC OR S     -   312,630.405 1,437,896.425   MT  1.00015683   -0 32 02.3
 QD1715;SPC OR S     - 1,025,690.31  4,717,507.96   iFT  1.00015683   -0 32 02.3
 QD1715;UTM  10      - 4,926,422.995   636,749.007   MT  0.99982997   +1 12 17.8
 QD1715
 QD1715                          SUPERSEDED SURVEY CONTROL
 QD1715
 QD1715  NAD 83(1986)-  44 28 41.44312(N)    121 16 49.74487(W) AD(       ) 4
 QD1715  NAD 27      -  44 28 42.01573(N)    121 16 45.58846(W) AD(       ) 3
 QD1715
 QD1715.Superseded values are not recommended for survey control.
 QD1715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1715.See file dsdata.txt to determine how the superseded data were derived.
 QD1715
 QD1715_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ3674926423(NAD 83)
 QD1715_MARKER: 52 = STANDPIPE TANK
 QD1715
 QD1715  HISTORY     - Date     Condition        Report By
 QD1715  HISTORY     - 1974     FIRST OBSERVED   NGS
 QD1715
 QD1715                          STATION DESCRIPTION
 QD1715
 QD1715'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 QD1715'THE STATION IS 3-1/2 MILES SOUTHWEST OF CULVER.
 QD1715'
 QD1715'TO REACH THE STATION FROM THE CULVER POST OFFICE GO EAST FOR 0.1 MILE
 QD1715'TO FIRST STREET, TURN RIGHT, AND GO SOUTH, AND SOUTHEAST ON FIRST
 QD1715'STREET, AND THE MACADAM ROAD FOR 2.7 MILES TO THE JUNCTION WITH
 QD1715'U.S.  HIGHWAY 97, AT AN ANGLING CROSSROAD, TURN RIGHT, AND GO SOUTH
 QD1715'ON U.S.  HIGHWAY 97 FOR 2.0 MILES TO A CROSSROAD, TURN RIGHT, AND GO
 QD1715'WEST ON MONROE LANE FOR 2.6 MILES TO THE RAILROAD CROSSING,
 QD1715'CONTINUE WEST ON MONROE LANE FOR 0.35 MILE TO A SIDE ROAD RIGHT,
 QD1715'TURN RIGHT, AND GO NORTH ON GREEN DRIVE FOR 1.0 MILE TO A T
 QD1715'INTERSECTION, TURN LEFT, AND GO WEST ON LASALLE LANE FOR 1.3 MILES
 QD1715'TO A DRIVEWAY ON THE LEFT, TURN LEFT, AND GO SOUTH FOR 0.15 MILE TO
 QD1715'THE STATION.
 QD1715'
 QD1715'THE STATION IS THE SOUTH ONE OF TWIN STANDPIPES, THAT ARE PAINTED
 QD1715'SILVER, IT IS 60 FEET IN DIAMETER, AND 40 FEET HIGH.  THE VENT AT
 QD1715'THE TOP, AND CENTER WAS THE POINT OBSERVED UPON.
 QD1715'
 QD1715'OBSERVED FROM STATIONS ROUND 1946, JUNI 1945, PENINSULA 2, AND GENEA
 QD1715'1946.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0599 ***********************************************************************
 QD0599  DESIGNATION -  CULVER RM 1
 QD0599  PID         -  QD0599
 QD0599  STATE/COUNTY-  OR/JEFFERSON
 QD0599  USGS QUAD   -  CULVER (1992)
 QD0599
 QD0599                         *CURRENT SURVEY CONTROL
 QD0599  ___________________________________________________________________
 QD0599* NAD 83(1986)-  44 31 20.     (N)    121 12 46.     (W)     SCALED    
 QD0599* NAVD 88     -       803.171  (meters)    2635.07   (feet)  ADJUSTED  
 QD0599  ___________________________________________________________________
 QD0599  GEOID HEIGHT-         -21.25  (meters)                     GEOID03
 QD0599  DYNAMIC HT  -         802.952 (meters)    2634.35  (feet)  COMP
 QD0599  MODELED GRAV-     980,319.3   (mgal)                       NAVD 88
 QD0599
 QD0599  VERT ORDER  -  SECOND    CLASS 0
 QD0599
 QD0599.The horizontal coordinates were scaled from a topographic map and have
 QD0599.an estimated accuracy of +/- 6 seconds.
 QD0599
 QD0599.The orthometric height was determined by differential leveling
 QD0599.and adjusted in June 1991.
 QD0599
 QD0599.The geoid height was determined by GEOID03.
 QD0599
 QD0599.The dynamic height is computed by dividing the NAVD 88
 QD0599.geopotential number by the normal gravity value computed on the
 QD0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0599.degrees latitude (g = 980.6199 gals.).
 QD0599
 QD0599.The modeled gravity was interpolated from observed gravity values.
 QD0599
 QD0599;                    North         East    Units  Estimated Accuracy
 QD0599;SPC OR N     -    95,320.    2,443,340.      MT  (+/- 180 meters Scaled)
 QD0599
 QD0599                          SUPERSEDED SURVEY CONTROL
 QD0599
 QD0599  NGVD 29 (??/??/92)  802.085  (m)         2631.51   (f) ADJ UNCH    2 0
 QD0599
 QD0599.Superseded values are not recommended for survey control.
 QD0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0599.See file dsdata.txt to determine how the superseded data were derived.
 QD0599
 QD0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ420314(NAD 83)
 QD0599_MARKER: DR = REFERENCE MARK DISK
 QD0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD0599_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QD0599_STAMPING: CULVER NO 1 1946
 QD0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0599+STABILITY: SURFACE MOTION
 QD0599
 QD0599  HISTORY     - Date     Condition        Report By
 QD0599  HISTORY     - 1946     MONUMENTED       CGS
 QD0599
 QD0599                          STATION DESCRIPTION
 QD0599
 QD0599'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 QD0599'IN CULVER.
 QD0599'AT CULVER, 1.6 FEET SOUTH OF SOUTHEAST CORNER OF SCHOOL GYMNASIUM, 73
 QD0599'FEET NORTHEAST OF STATION MARK, 50 FEET EAST OF REFERENCE MARK NO. 2.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0598 ***********************************************************************
 QD0598  DESIGNATION -  CULVER RM 2
 QD0598  PID         -  QD0598
 QD0598  STATE/COUNTY-  OR/JEFFERSON
 QD0598  USGS QUAD   -  CULVER (1992)
 QD0598
 QD0598                         *CURRENT SURVEY CONTROL
 QD0598  ___________________________________________________________________
 QD0598* NAD 83(1986)-  44 31 20.     (N)    121 12 46.     (W)     SCALED    
 QD0598* NAVD 88     -       803.185  (meters)    2635.12   (feet)  ADJUSTED  
 QD0598  ___________________________________________________________________
 QD0598  GEOID HEIGHT-         -21.25  (meters)                     GEOID03
 QD0598  DYNAMIC HT  -         802.967 (meters)    2634.40  (feet)  COMP
 QD0598  MODELED GRAV-     980,319.3   (mgal)                       NAVD 88
 QD0598
 QD0598  VERT ORDER  -  SECOND    CLASS 0
 QD0598
 QD0598.The horizontal coordinates were scaled from a topographic map and have
 QD0598.an estimated accuracy of +/- 6 seconds.
 QD0598
 QD0598.The orthometric height was determined by differential leveling
 QD0598.and adjusted in June 1991.
 QD0598
 QD0598.The geoid height was determined by GEOID03.
 QD0598
 QD0598.The dynamic height is computed by dividing the NAVD 88
 QD0598.geopotential number by the normal gravity value computed on the
 QD0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0598.degrees latitude (g = 980.6199 gals.).
 QD0598
 QD0598.The modeled gravity was interpolated from observed gravity values.
 QD0598
 QD0598;                    North         East    Units  Estimated Accuracy
 QD0598;SPC OR N     -    95,320.    2,443,340.      MT  (+/- 180 meters Scaled)
 QD0598
 QD0598                          SUPERSEDED SURVEY CONTROL
 QD0598
 QD0598  NGVD 29 (??/??/92)  802.099  (m)         2631.55   (f) ADJ UNCH    2 0
 QD0598
 QD0598.Superseded values are not recommended for survey control.
 QD0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0598.See file dsdata.txt to determine how the superseded data were derived.
 QD0598
 QD0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ420314(NAD 83)
 QD0598_MARKER: DR = REFERENCE MARK DISK
 QD0598_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QD0598_SP_SET: IRON PIPE
 QD0598_STAMPING: CULVER NO 2 1946
 QD0598_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0598
 QD0598  HISTORY     - Date     Condition        Report By
 QD0598  HISTORY     - 1946     MONUMENTED       CGS
 QD0598
 QD0598                          STATION DESCRIPTION
 QD0598
 QD0598'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 QD0598'IN CULVER.
 QD0598'AT CULVER, 1 FOOT SOUTHWEST OF SOUTHWEST CORNER OF SCHOOL GYMNASIUM,
 QD0598'55.5 FEET NORTH OF STATION MARK, 50 FEET WEST OF REFERENCE MARK NO. 1.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0934 ***********************************************************************
 RD0934  DESIGNATION -  CUM
 RD0934  PID         -  RD0934
 RD0934  STATE/COUNTY-  OR/YAMHILL
 RD0934  USGS QUAD   -  SHERIDAN (1992)
 RD0934
 RD0934                         *CURRENT SURVEY CONTROL
 RD0934  ___________________________________________________________________
 RD0934* NAD 83(1986)-  45 05 43.     (N)    123 26 04.     (W)     SCALED    
 RD0934* NAVD 88     -        62.511  (meters)     205.09   (feet)  ADJUSTED  
 RD0934  ___________________________________________________________________
 RD0934  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 RD0934  DYNAMIC HT  -          62.513 (meters)     205.09  (feet)  COMP
 RD0934  MODELED GRAV-     980,642.3   (mgal)                       NAVD 88
 RD0934
 RD0934  VERT ORDER  -  SECOND    CLASS 0
 RD0934
 RD0934.The horizontal coordinates were scaled from a topographic map and have
 RD0934.an estimated accuracy of +/- 6 seconds.
 RD0934
 RD0934.The orthometric height was determined by differential leveling
 RD0934.and adjusted in June 1991.
 RD0934
 RD0934.The geoid height was determined by GEOID03.
 RD0934
 RD0934.The dynamic height is computed by dividing the NAVD 88
 RD0934.geopotential number by the normal gravity value computed on the
 RD0934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0934.degrees latitude (g = 980.6199 gals.).
 RD0934
 RD0934.The modeled gravity was interpolated from observed gravity values.
 RD0934
 RD0934;                    North         East    Units  Estimated Accuracy
 RD0934;SPC OR N     -   162,940.    2,269,090.      MT  (+/- 180 meters Scaled)
 RD0934
 RD0934                          SUPERSEDED SURVEY CONTROL
 RD0934
 RD0934  NGVD 29 (??/??/92)   61.469  (m)          201.67   (f) ADJ UNCH    2 0
 RD0934
 RD0934.Superseded values are not recommended for survey control.
 RD0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0934.See file dsdata.txt to determine how the superseded data were derived.
 RD0934
 RD0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ658936(NAD 83)
 RD0934_MARKER: DD = SURVEY DISK
 RD0934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0934_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0934_STAMPING: CUM SOT 1935
 RD0934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0934+STABILITY: SURFACE MOTION
 RD0934
 RD0934  HISTORY     - Date     Condition        Report By
 RD0934  HISTORY     - 1935     MONUMENTED       DOD
 RD0934  HISTORY     - 1949     GOOD             NGS
 RD0934  HISTORY     - 1982     MARK NOT FOUND   NGS
 RD0934  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 RD0934
 RD0934                          STATION DESCRIPTION
 RD0934
 RD0934'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 RD0934'2.1 MI W FROM SHERIDAN.
 RD0934'2.1 MILES WEST ALONG STATE HIGHWAY 18 FROM THE CITY HALL AT SHERIDAN,
 RD0934'2.6 MILES NORTHEAST OF WILLAMINA, ON THE OUTSIDE OF A WIDE CURVE,
 RD0934'ABOUT 110 YARDS SOUTH OF THE SOUTH END OF A BRIDGE OVER ROCK CREEK, 70
 RD0934'FEET NORTH OF POWER LINE POLE W 725, 36.0 FEET EAST OF THE CENTER LINE
 RD0934'OF THE HIGHWAY, ABOUT 3 FEET LOWER THAN THE HIGHWAY, 1.2 FEET WEST OF
 RD0934'A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 RD0934'GROUND.
 RD0934
 RD0934                          STATION RECOVERY (1982)
 RD0934
 RD0934'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RD0934'MARK NOT FOUND.
 RD0934
 RD0934                          STATION RECOVERY (1989)
 RD0934
 RD0934'RECOVERY NOTE BY US POWER SQUADRON 1989 (SMN)
 RD0934'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC1001 ***********************************************************************
 QC1001  DESIGNATION -  CUMMINGS
 QC1001  PID         -  QC1001
 QC1001  STATE/COUNTY-  OR/GRANT
 QC1001  USGS QUAD   -  SHOP GULCH (1983)
 QC1001
 QC1001                         *CURRENT SURVEY CONTROL
 QC1001  ___________________________________________________________________
 QC1001* NAD 83(1991)-  44 27 56.40523(N)    119 18 46.69282(W)     ADJUSTED  
 QC1001* NAVD 88     -      1201.7    (meters)    3943.     (feet)  VERTCON   
 QC1001  ___________________________________________________________________
 QC1001  LAPLACE CORR-           4.16  (seconds)                    DEFLEC99
 QC1001  GEOID HEIGHT-         -18.56  (meters)                     GEOID03
 QC1001  HORZ ORDER  -  FIRST
 QC1001
 QC1001.The horizontal coordinates were established by classical geodetic methods
 QC1001.and adjusted by the National Geodetic Survey in October 1991.
 QC1001
 QC1001.The NAVD 88 height was computed by applying the VERTCON shift value to
 QC1001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QC1001
 QC1001.The Laplace correction was computed from DEFLEC99 derived deflections.
 QC1001
 QC1001.The geoid height was determined by GEOID03.
 QC1001
 QC1001;                    North         East     Units Scale Factor Converg.
 QC1001;SPC OR N     -    89,481.392 2,594,453.041   MT  0.99996930   +0 50 30.6
 QC1001;SPC OR N     -   293,574.12  8,511,985.04   iFT  0.99996930   +0 50 30.6
 QC1001;UTM  11      - 4,926,197.742   316,015.194   MT  1.00001630   -1 37 14.3
 QC1001
 QC1001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QC1001!SPC OR N     -   0.99981451  x   0.99996930  =   0.99978382
 QC1001!UTM  11      -   0.99981451  x   1.00001630  =   0.99983081
 QC1001
 QC1001|---------------------------------------------------------------------|
 QC1001| PID    Reference Object                     Distance      Geod. Az  |
 QC1001|                                                           dddmmss.s |
 QC1001| CD6326 CUMMINGS RM 1                         8.388 METERS 13422     |
 QC1001| CD6325 CUMMINGS AZ MK                                     1705957.3 |
 QC1001| CD6327 CUMMINGS RM 2                         7.236 METERS 28653     |
 QC1001|---------------------------------------------------------------------|
 QC1001
 QC1001                          SUPERSEDED SURVEY CONTROL
 QC1001
 QC1001  NAD 83(1986)-  44 27 56.41170(N)    119 18 46.68894(W) AD(       ) 1
 QC1001  NAD 27      -  44 27 56.87400(N)    119 18 42.80500(W) AD(       ) 1
 QC1001  NGVD 29 (07/19/86) 1200.6    (m)         3939.     (f) VERT ANG    3  
 QC1001
 QC1001.Superseded values are not recommended for survey control.
 QC1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC1001.See file dsdata.txt to determine how the superseded data were derived.
 QC1001
 QC1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK1601526198(NAD 83)
 QC1001_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QC1001_SETTING: 80 = SET IN A BOULDER
 QC1001_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QC1001
 QC1001  HISTORY     - Date     Condition        Report By
 QC1001  HISTORY     - 1945     MONUMENTED       CGS
 QC1001
 QC1001                          STATION DESCRIPTION
 QC1001
 QC1001'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCT)
 QC1001'THE STATION IS LOCATED ABOUT 10.5 MILES NORTHWEST OF MT. VERNON,
 QC1001'AND ABOUT 2.0 MILES NORTH OF THE LARGE STEEL BRIDGE ACROSS THE
 QC1001'JOHN DAY RIVER, ON A RIDGE ABOUT MIDWAY BETWEEN CUMMINGS AND
 QC1001'BELSHAW CREEKS.  IT IS LOCATED ON THE HIGHEST POINT OF A BARE
 QC1001'ROCKY RIDGE RUNNING NORTH AND SOUTH, AND ABOUT 135 FEET NORTHWEST
 QC1001'OF A LARGE JUNIPER TREE.  THE DISK IS SET IN A SMALL BOULDER
 QC1001'ABOUT 2 BY 3 FEET IN DIAMETER AND PROJECTS ABOUT 6 INCHES.  IT
 QC1001'IS STAMPED CUMMINGS 1945 AND SET FLUSH WITH THE ROCK SURFACE.
 QC1001'
 QC1001'REFERENCE MARK NO.1 IS SET IN A SMALL BOULDER, STAMPED CUMMINGS
 QC1001'NO 1 1945 AND IS SET FLUSH WITH THE ROCK SURFACE.
 QC1001'
 QC1001'REFERENCE MARK NO.2 IS SET IN A SMALL BOULDER, STAMPED CUMMINGS
 QC1001'NO 2 1945 AND IS SET FLUSH WITH THE ROCK SURFACE.
 QC1001'
 QC1001'THE AZIMUTH MARK IS SET ON THE FIRST ROUND-TOPPED HILL SOUTH OF THE
 QC1001'STATION.  IT IS ON THE NORTH END OF A ROCKY POINT, ABOUT 8 FEET
 QC1001'NORTHWEST OF A SMALL JUNIPER TREE.  IT IS SET IN A SMALL BOULDER
 QC1001'ABOUT 1 BY 2 FEET IN DIAMETER, PROJECTS 1 FOOT, STAMPED--CUMMINGS
 QC1001'1945, AND IS SET FLUSH WITH THE ROCK SURFACE.  TO REACH FROM THE
 QC1001'STATION, GO BACK (S) TO THE FIRST ROUND-TOPPED HILL WITH A WHITE
 QC1001'FLAG IN THE TOP OF A SMALL JUNIPER TREE AND MARK AS DESCRIBED.
 QC1001'
 QC1001'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 28 AND
 QC1001'395 IN MT. VERNON.  GO WEST ON HIGHWAY 28 FOR 10.8 MILES TO THE
 QC1001'LARGE STEEL BRIDGE ACROSS THE JOHN DAY RIVER.  CONTINUE ON NO. 28
 QC1001'FOR 0.15 MILE TO A GATE ON THE RIGHT TO A FARM YARD.  TURN RIGHT
 QC1001'THROUGH GATE FOR ABOUT 150 FEET, THENCE RIGHT THROUGH ANOTHER
 QC1001'GATE ON EAST SIDE OF YARD, THEN LEFT ALONG FENCE LINE FOR ABOUT
 QC1001'200 FEET TO ANOTHER GATE THROUGH WIRE FENCE LINE JUST EAST OF
 QC1001'BARN.  PASS THROUGH GATE AND CONTINUE ALONG EAST SIDE OF
 QC1001'FENCE LINE IN A NORTHERLY DIRECTION FOR ABOUT 0.05 MILE (OR
 QC1001'JUST BEFORE CROSSING A SMALL DITCH) TO AN OLD DIRT ROAD LEFT.
 QC1001'TURN SHARP LEFT FOLLOWING OLD ROAD ALONG SOUTH SLOPE OF HILL
 QC1001'FOR ABOUT 0.1 MILE, THEN TURN RIGHT ON DIM ROAD LEADING UP
 QC1001'STEEP HILL IN A NORTHERLY DIRECTION, FOLLOW THIS ROAD ALONG
 QC1001'RIDGE PASSING THROUGH ANOTHER GATE IN WIRE FENCE LINE
 QC1001'ABOUT 0.6 MILE.  CONTINUE ON DIM ROAD IN A NORTHERLY AND
 QC1001'NORTHEASTERLY DIRECTION ALONG RIDGES FOR ABOUT 1.5 MILES TO
 QC1001'THE TOP OF A ROCKY RIDGE AND STATION AS DESCRIBED.
 QC1001'
 QC1001'NOTE--THIS WILL BE ABOUT 1 HOUR AND 15 MINUTE PACK, UNLESS USING
 QC1001'A FOUR WHEEL DRIVE VEHICLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2296 ***********************************************************************
 QE2296  DESIGNATION -  CUMMINS 2
 QE2296  PID         -  QE2296
 QE2296  STATE/COUNTY-  OR/LANE
 QE2296  USGS QUAD   -  CUMMINS PEAK (1984)
 QE2296
 QE2296                         *CURRENT SURVEY CONTROL
 QE2296  ___________________________________________________________________
 QE2296* NAD 83(1991)-  44 14 08.44893(N)    123 59 33.54535(W)     ADJUSTED  
 QE2296* NAVD 88     -       755.1    (meters)    2477.     (feet)  VERTCON   
 QE2296  ___________________________________________________________________
 QE2296  LAPLACE CORR-           8.88  (seconds)                    DEFLEC99
 QE2296  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 QE2296  HORZ ORDER  -  SECOND
 QE2296
 QE2296.The horizontal coordinates were established by classical geodetic methods
 QE2296.and adjusted by the National Geodetic Survey in October 1991.
 QE2296
 QE2296.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE2296.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE2296
 QE2296.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2296
 QE2296.The geoid height was determined by GEOID03.
 QE2296
 QE2296;                    North         East     Units Scale Factor Converg.
 QE2296;SPC OR S     -   291,209.809 1,221,040.772   MT  1.00006846   -2 23 22.2
 QE2296;SPC OR S     -   955,412.76  4,006,039.28   iFT  1.00006846   -2 23 22.2
 QE2296;SPC OR N     -    69,261.912 2,221,058.639   MT  1.00002601   -2 28 37.0
 QE2296;SPC OR N     -   227,237.24  7,286,937.79   iFT  1.00002601   -2 28 37.0
 QE2296;UTM  10      - 4,898,528.925   420,730.647   MT  0.99967728   -0 41 33.1
 QE2296
 QE2296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2296!SPC OR S     -   0.99988527  x   1.00006846  =   0.99995372
 QE2296!SPC OR N     -   0.99988527  x   1.00002601  =   0.99991128
 QE2296!UTM  10      -   0.99988527  x   0.99967728  =   0.99956259
 QE2296
 QE2296:                Primary Azimuth Mark                     Grid Az
 QE2296:SPC OR S     -  MARY RM 3                                051 51 50.5
 QE2296:SPC OR N     -  MARY RM 3                                051 57 05.3
 QE2296:UTM  10      -  MARY RM 3                                050 10 01.4
 QE2296
 QE2296|---------------------------------------------------------------------|
 QE2296| PID    Reference Object                     Distance      Geod. Az  |
 QE2296|                                                           dddmmss.s |
 QE2296| QE2319 MARY RM 3                           APPROX.46.1 KM 0492828.3 |
 QE2296| CE1384 CUMMINS 2 RM 2                        6.431 METERS 25407     |
 QE2296| CE1383 CUMMINS 2 RM 1                        4.502 METERS 35631     |
 QE2296|---------------------------------------------------------------------|
 QE2296
 QE2296                          SUPERSEDED SURVEY CONTROL
 QE2296
 QE2296  NAD 83(1986)-  44 14 08.46512(N)    123 59 33.60319(W) AD(       ) 2
 QE2296  NAD 27      -  44 14 09.03998(N)    123 59 29.18094(W) AD(       ) 2
 QE2296  NGVD 29 (07/19/86)  754.0    (m)         2474.     (f) VERT ANG    3  
 QE2296
 QE2296.Superseded values are not recommended for survey control.
 QE2296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2296.See file dsdata.txt to determine how the superseded data were derived.
 QE2296
 QE2296_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP2073198529(NAD 83)
 QE2296_MARKER: DS = TRIANGULATION STATION DISK
 QE2296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE2296_STAMPING: CUMMINS 2 1965
 QE2296_MARK LOGO: CGS   
 QE2296_MAGNETIC: N = NO MAGNETIC MATERIAL
 QE2296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE2296+STABILITY: SURFACE MOTION
 QE2296
 QE2296  HISTORY     - Date     Condition        Report By
 QE2296  HISTORY     - 1965     MONUMENTED       CGS
 QE2296  HISTORY     - 1970     GOOD             OR-019
 QE2296  HISTORY     - 19850923 GOOD             NGS
 QE2296
 QE2296                          STATION DESCRIPTION
 QE2296
 QE2296'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (PAS)
 QE2296'THE STATION IS ABOUT 6 MILES, AIRLINE, SOUTHEAST OF YACHATS, ON
 QE2296'CUMMINS RIDGE WHICH IS ALSO OCCUPIED BY A FOREST SERVICE LOOKOUT
 QE2296'TOWER.
 QE2296'
 QE2296'REACHED FROM THE YACHATS POST OFFICE BY GOING SOUTH ON U.S. HIGHWAY
 QE2296'101 FOR 2.8 MILES TO A SIDE ROAD LEFT AND SIGN, CUMMINS PEAK, TURN
 QE2296'LEFT AND FOLLOW FOREST SERVICE ROAD 152 NORTHEAST FOR 0.9 MILE TO
 QE2296'A SIDE ROAD LEFT LEADING TO CAPE PERPETUA RECREATION AREA,
 QE2296'CONTINUE STRAIGHT AHEAD ON FOREST SERVICE ROAD 152 FOR 5.5 MILES
 QE2296'TO A FORK, CONTINUE STRAIGHT AHEAD FOR 2.7 MILES TO A SIDE ROAD
 QE2296'RIGHT, ON THE OUTSIDE OF A CURVE, TURN RIGHT AND GO WEST ON
 QE2296'GRAVELED ROAD FOR 1.6 MILES TO THE SUMMIT, THE LOOKOUT TOWER,
 QE2296'AND THE STATION.
 QE2296'
 QE2296'THE STATION MARK, STAMPED CUMMINS 2 1965, IS A STANDARD DISK SET
 QE2296'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3
 QE2296'INCHES, 2 FEET SOUTHWEST OF THE SOUTHWEST LEG OF THE LOOKOUT
 QE2296'TOWER WITH A WITNESS SIGN NAILED ON IT.
 QE2296'
 QE2296'REFERENCE MARK NO. 1, STAMPED CUMMINS 2 NO 1 1965, IS A STANDARD
 QE2296'DISK CEMENTED IN A DRILL HOLE IN THE CONCRETE FOOTING FOR THE
 QE2296'LOOKOUT TOWER, 8 INCHES ABOVE THE LEVEL OF THE GROUND AND THE
 QE2296'SAME ELEVATION AS THE STATION.
 QE2296'
 QE2296'REFERENCE MARK NO. 2, STAMPED CUMMINS 2 NO 2 1965, IS A STANDARD
 QE2296'DISK CEMENTED IN A DRILL HOLE IN AN 8-INCH SQUARE CONCRETE MONUMENT
 QE2296'THAT PROJECTS 1 INCH, THIS WAS A CONCRETE FOOTING FOR A FORMER
 QE2296'LOOKOUT TOWER, 12 FEET SOUTHWEST OF THE SOUTHWEST LEG OF THE
 QE2296'LOOKOUT TOWER AND THE SAME ELEVATION AS THE STATION.
 QE2296
 QE2296                          STATION RECOVERY (1970)
 QE2296
 QE2296'RECOVERY NOTE BY DOUGLAS COUNTY OREGON 1970 (FLI)
 QE2296'STATION IS ON HIGHEST POINT OF CUMMINS PEAK ON EASTERLY PART OF
 QE2296'CUMMINS RIDGE, AND ABOUT 8 MILES, AIRLINE, SE OF YACHATS.
 QE2296'
 QE2296'TO REACH STATION FROM INTERSECTION OF HIGHWAY 101 AND CUMMINS PEAK
 QE2296'L.O. RD., GO EASTERLY 0.85 MILES ON CUMMINS PEAK RD. ALONG CAPE
 QE2296'CREEK TO FORK.  GO RIGHT 2.9 MILES TO FORK.  GO LEFT 1.6 MILES TO
 QE2296'FORK.  GO LEFT 1.0 MILES TO FORK.  GO RIGHT 2.4 MILES TO FORK.  GO
 QE2296'RIGHT 1.6 MILES TO FORK.  GO RIGHT 0.3 MILES THRU LOCKED GATE
 QE2296'(U.S.F.S. KEY) TO TOP OF HILL AND STATION.  STATION IS BESIDE
 QE2296'TOWER.
 QE2296'
 QE2296'THE STATION MARK, STAMPED CUMMINS 2 1965, IS A STANDARD USC AND GS
 QE2296'BRASS CAP SET IN A CONCRETE MONUMENT 2 FEET SE OF THE SOUTHEAST
 QE2296'CORNER OF THE LOOKOUT TOWER.
 QE2296'
 QE2296'REFERENCE MARK NO. 1, STAMPED CUMMINS 2 1965, IS A STANDARD USC AND
 QE2296'GS BRASS CAP SET IN THE NE CONCRETE FOOTING OF THE LOOKOUT TOWER.
 QE2296'
 QE2296'REFERENCE MARK NO. 2, STAMPED CUMMINS 2 1965, IS A STANDARD USC AND
 QE2296'GS BRASS CAP SET IN A CONCRETE MONUMENT 9 FEET SW OF THE SOUTHWEST
 QE2296'CORNER OF THE LOOKOUT TOWER.
 QE2296
 QE2296                          STATION RECOVERY (1985)
 QE2296
 QE2296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 QE2296'THE STATION AND RM 2 WERE RECOVERED, RM 1 WAS SEARCHED FOR BUT WAS NOT
 QE2296'FOUND.  RM 3 WAS SET AT THIS TIME.  A U.S COAST GUARD COMMUNICATIONS
 QE2296'TOWER WAS BUILT DIRECTLY OVER THE MARK.  IT IS 90 FT (27.4 M) HIGH,
 QE2296'TRIANGULAR IN SHAPE, ABOUT 4.5 METERS (14.8 FT) ON A SIDE AT THE
 QE2296'BOTTOM AND ABOUT 2 METERS (6.6 FT) ON A SIDE FOR THE LAST 6 METERS.
 QE2296'(19.7 FT) A 20 METERS (65.6 FT) TOWER WOULD BE NEEDED TO SEE OUT FROM
 QE2296'THIS STATION.  THE DISTANCE TO REFERENCE MARK 2 COMPARES FAVORABLY
 QE2296'WITH THE 1965 DESCRIPTION.  THE STATION IS LOCATED ABOUT 9.6 KM (5.95
 QE2296'MI) SOUTHEAST OF YACHATS ON CUMMINS RIDGE.  TO REACH THE STATION FROM
 QE2296'THE INTERSECTION OF 2ND STREET AND HIGHWAY 101 IN YACHATS, GO SOUTH ON
 QE2296'HIGHWAY 101 FOR 4.3 KM, (2.65 MI) TURN LEFT ON USFS ROAD 55 AND GO 1.4
 QE2296'KM (0.85 MI) TO A ROAD FORK, CONTINUE STRAIGHT AHEAD ON ROAD 55 FOR
 QE2296'13.1 KM (8.15 MI) TO A ROAD FORK, TURN RIGHT ON ROAD 5694 AND GO 2.1
 QE2296'KM (1.30 MI) TO A ROAD FORK.  TURN RIGHT UP HILL AND GO ABOUT 50
 QE2296'METERS (164.0 FT) TO A LOCKED GATE, PASS THROUGH GATE AND GO 0.4 KM
 QE2296'(0.25 MI) TO COAST GUARD TOWER AND MARK.
 QE2296' 
 QE2296'THE STATION IS A STANDARD CGS DISK STAMPED---CUMMINS 2 1965---, SET
 QE2296'INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 25 CM IN DIAMETER, FLUSH
 QE2296'WITH GROUND.  THE STATION IS LOCATED 4.15 METERS (13.62 FT) WEST FROM
 QE2296'THE NORTHWEST CORNER OF A SMALL GREEN BUILDING, 2.55 METERS (8.37 FT)
 QE2296'SOUTH FROM THE NORTHERN MOST LEG OF TOWER, 2.55 METERS (8.37 FT)
 QE2296'NORTHWEST FROM THE SOUTHEAST LEG OF THE TOWER, 2.55 METERS (8.37 FT)
 QE2296'NORTHEAST FROM THE SOUTHWEST LEG OF THE TOWER, 0.7 METERS (2.3 FT)
 QE2296'EAST FROM A WITNESS POST.  REFERENCE MARK NO 2, IS A STANDARD CGS DISK
 QE2296'STAMPED---CUMMINS 2 NO 2 1965---, SET INTO THE TOP OF A SQUARE
 QE2296'CONCRETE MONUMENT, 20 CM IN DIAMETER, FLUSH WITH GROUND.  THE STATION
 QE2296'IS LOCATED 6.3 METERS (20.7 FT) WEST-SOUTHWEST FROM THE NORTHERN MOST
 QE2296'LEG OF TOWER, 6.2 METERS (20.3 FT) WEST FROM A WITNESS POST, 5.0
 QE2296'METERS (16.4 FT) WEST-NORTHWEST FROM THE SOUTHWEST LEG OF THE TOWER
 QE2296'AND 0.3 METERS (1.0 FT) HIGHER THAN THE STATION.  REFERENCE MARK NO 3,
 QE2296'IS A STANDARD NGS DISK STAMPED---CUMMINS 1965 NO 3 1985---, SET INTO
 QE2296'THE NORTHERN MOST CONCRETE FOUNDATION FOR THE US COAST GUARD
 QE2296'COMMUNICATION TOWER.  THE STATION IS LOCATED 3.2 METERS (10.5 FT)
 QE2296'NORTH FROM A WITNESS POST, 4.1 METERS (13.5 FT) NORTHWEST FROM THE
 QE2296'NORTHWEST CORNER OF A SMALL GREEN SHED, 0.3 METERS (1.0 FT) NORTHEAST
 QE2296'FROM THE NORTHERN MOST LEG OF THE TOWER AND 0.3 METERS (1.0 FT) HIGHER
 QE2296'THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2297 ***********************************************************************
 QE2297  DESIGNATION -  CUMMINS PEAK
 QE2297  PID         -  QE2297
 QE2297  STATE/COUNTY-  OR/LANE
 QE2297  USGS QUAD   -  CUMMINS PEAK (1984)
 QE2297
 QE2297                         *CURRENT SURVEY CONTROL
 QE2297  ___________________________________________________________________
 QE2297* NAD 83(1991)-  44 14 08.29923(N)    123 59 33.56362(W)     ADJUSTED  
 QE2297* NAVD 88     -       757.     (meters)    2484.     (feet)  SCALED    
 QE2297  ___________________________________________________________________
 QE2297  LAPLACE CORR-           8.88  (seconds)                    DEFLEC99
 QE2297  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 QE2297  HORZ ORDER  -  THIRD
 QE2297
 QE2297.The horizontal coordinates were established by classical geodetic methods
 QE2297.and adjusted by the National Geodetic Survey in October 1991.
 QE2297
 QE2297.The orthometric height was scaled from a topographic map.
 QE2297
 QE2297.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2297
 QE2297.The geoid height was determined by GEOID03.
 QE2297
 QE2297;                    North         East     Units Scale Factor Converg.
 QE2297;SPC OR S     -   291,205.209 1,221,040.174   MT  1.00006845   -2 23 22.2
 QE2297;SPC OR S     -   955,397.67  4,006,037.32   iFT  1.00006845   -2 23 22.2
 QE2297;SPC OR N     -    69,257.313 2,221,058.035   MT  1.00002603   -2 28 37.0
 QE2297;SPC OR N     -   227,222.16  7,286,935.81   iFT  1.00002603   -2 28 37.0
 QE2297;UTM  10      - 4,898,524.311   420,730.186   MT  0.99967728   -0 41 33.1
 QE2297
 QE2297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2297!SPC OR S     -   0.99988495  x   1.00006845  =   0.99995340
 QE2297!SPC OR N     -   0.99988495  x   1.00002603  =   0.99991098
 QE2297!UTM  10      -   0.99988495  x   0.99967728  =   0.99956227
 QE2297
 QE2297:                Primary Azimuth Mark                     Grid Az
 QE2297:SPC OR S     -  TABLE MOUNTAIN LOT                       027 20 24.3
 QE2297:SPC OR N     -  TABLE MOUNTAIN LOT                       027 25 39.1
 QE2297:UTM  10      -  TABLE MOUNTAIN LOT                       025 38 35.2
 QE2297
 QE2297|---------------------------------------------------------------------|
 QE2297| PID    Reference Object                     Distance      Geod. Az  |
 QE2297|                                                           dddmmss.s |
 QE2297| QE2298 TABLE MOUNTAIN LOT                  APPROX.29.4 KM 0245702.1 |
 QE2297| PC1100 GOODWIN PEAK LOT                    APPROX.35.1 KM 1663928.8 |
 QE2297| QE2295 CUMMINS PEAK LOH                      3.355 METERS 27534     |
 QE2297|---------------------------------------------------------------------|
 QE2297
 QE2297                          SUPERSEDED SURVEY CONTROL
 QE2297
 QE2297  NAD 83(1986)-  44 14 08.32118(N)    123 59 33.61651(W) AD(       ) 3
 QE2297  NAD 27      -  44 14 08.88935(N)    123 59 29.19271(W) AD(       ) 3
 QE2297
 QE2297.Superseded values are not recommended for survey control.
 QE2297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2297.See file dsdata.txt to determine how the superseded data were derived.
 QE2297
 QE2297_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP2073098524(NAD 83)
 QE2297_MARKER: DD = SURVEY DISK
 QE2297_SETTING: 80 = SET IN A BOULDER
 QE2297_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QE2297
 QE2297  HISTORY     - Date     Condition        Report By
 QE2297  HISTORY     - 1936     MONUMENTED       USFS
 QE2297  HISTORY     - 1954     POOR             CGS
 QE2297
 QE2297                          STATION DESCRIPTION
 QE2297
 QE2297'DESCRIBED BY US FOREST SERVICE 1936
 QE2297'THIS OCCUPIED STATION IS THE REFERENCE DISK FOR STATION CUMMINS
 QE2297'PEAK LOOKOUT HOUSE (USFS), DESCRIPTION OF WHICH GIVES TRAVEL AND
 QE2297'OTHER DATA.
 QE2297'
 QE2297'STATION IS MARKED BY A USFS DISK IN A BOULDER NEAR SE CORNER
 QE2297'OF LOOKOUT HOUSE.
 QE2297'
 QE2297'A DRILL HOLE IN LARGE BOULDER AT S END OF SUMMIT IS DISTANT
 QE2297'50.28 METERS (164.95 FEET) AND ANOTHER DRILL HOLE IN NATURAL
 QE2297'ROCK PROJECTING ABOUT 6 INCHES, A LITTLE WAY DOWN SLOPE, IS
 QE2297'DISTANT 12.77 METERS.  THESE DRILL HOLES ARE REFERENCE MARKS FOR
 QE2297'STATION CUMMINS (USC AND GS) OF 1908.  STATION ITSELF IS PROBABLY
 QE2297'UNDER HOUSE OR DESTROYED DURING HOUSE CONSTRUCTION.
 QE2297'
 QE2297'SIGHTING ON HERMAN PEAK L.O.T., AS ZERO, ANGLE TO REFERENCE 1,
 QE2297'SW, IS 32 DEG 15 MIN, TO REFERENCE MARK NO.2, NW, IS 107 DEG
 QE2297'47 MIN.  TO CENTER L.O.H., 88 DEG 07 MIN.
 QE2297
 QE2297                          STATION RECOVERY (1954)
 QE2297
 QE2297'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JBC)
 QE2297'TO REACH STATION FROM YACHATS, DRIVE SOUTH ON HIGHWAY 101 TO CAPE
 QE2297'CREEK (JUST PAST CAPE PERPETUA) AND A T ROAD EAST.  FOLLOW THIS
 QE2297'ROAD AS PER SIGN CUMMINS PEAK L.O. 12 MI.  STAY ON THIS ROAD
 QE2297'FOLLOWING SIGNS TO CUMMINS PEAK AND STATION.
 QE2297'
 QE2297'WHEN RECOVERED THE ROCK IN WHICH STATION WAS SET HAD SPLIT CLEAR
 QE2297'THROUGH LEAVING THE BRASS CAP LOOSE BUT STILL FIXED.  OTHERWISE
 QE2297'UNDISTURBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2295 ***********************************************************************
 QE2295  DESIGNATION -  CUMMINS PEAK LOH
 QE2295  PID         -  QE2295
 QE2295  STATE/COUNTY-  OR/LANE
 QE2295  USGS QUAD   -  CUMMINS PEAK (1984)
 QE2295
 QE2295                         *CURRENT SURVEY CONTROL
 QE2295  ___________________________________________________________________
 QE2295* NAD 83(1991)-  44 14 08.30977(N)    123 59 33.71408(W)     ADJUSTED  
 QE2295* NAVD 88     -              **(meters)            **(feet)            
 QE2295  ___________________________________________________________________
 QE2295  LAPLACE CORR-           8.89  (seconds)                    DEFLEC99
 QE2295  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 QE2295  HORZ ORDER  -  THIRD
 QE2295
 QE2295.The horizontal coordinates were established by classical geodetic methods
 QE2295.and adjusted by the National Geodetic Survey in October 1991.
 QE2295
 QE2295
 QE2295.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2295
 QE2295.The geoid height was determined by GEOID03.
 QE2295
 QE2295;                    North         East     Units Scale Factor Converg.
 QE2295;SPC OR S     -   291,205.674 1,221,036.851   MT  1.00006845   -2 23 22.3
 QE2295;SPC OR S     -   955,399.19  4,006,026.41   iFT  1.00006845   -2 23 22.3
 QE2295;SPC OR N     -    69,257.782 2,221,054.713   MT  1.00002602   -2 28 37.1
 QE2295;SPC OR N     -   227,223.69  7,286,924.91   iFT  1.00002602   -2 28 37.1
 QE2295;UTM  10      - 4,898,524.676   420,726.853   MT  0.99967729   -0 41 33.2
 QE2295
 QE2295                          SUPERSEDED SURVEY CONTROL
 QE2295
 QE2295  NAD 83(1986)-  44 14 08.33152(N)    123 59 33.76711(W) AD(       ) 4
 QE2295  NAD 27      -  44 14 08.89991(N)    123 59 29.34333(W) AD(       ) 3
 QE2295
 QE2295.Superseded values are not recommended for survey control.
 QE2295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2295.See file dsdata.txt to determine how the superseded data were derived.
 QE2295
 QE2295_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP2072798525(NAD 83)
 QE2295
 QE2295  HISTORY     - Date     Condition        Report By
 QE2295  HISTORY     - 1936     MONUMENTED       USFS
 QE2295
 QE2295                          STATION DESCRIPTION
 QE2295
 QE2295'DESCRIBED BY US FOREST SERVICE 1936
 QE2295'THIS OCCUPIED STATION IS CENTER OF U.S. FOREST SERVICE, CUMMINS
 QE2295'PEAK, LOOKOUT HOUSE, SITUATED ON HIGHEST POINT OF MOUNTAIN ON
 QE2295'EASTERLY PART OF CUMMINS RIDGE, AND ABOUT 8 MILES, AIRLINE, SE OF
 QE2295'YACHATS.
 QE2295'
 QE2295'REFERENCE DISK CUMMINS PEAK (USFS) IS 3.359 METERS (11.02 FEET)
 QE2295'SE OF CENTER OF HOUSE.
 QE2295'
 QE2295'TO REACH, FROM YACHATS DRIVE S ON OREGON COAST HIGHWAY, 7 MILES
 QE2295'TO TEN MILE CREEK, TURN E UP TEN MILE CREEK AND DRIVE 9 MILES TO
 QE2295'CUMMINS PEAK TRAIL, WALK 3.5 MILES N TO LOOKOUT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0244 ***********************************************************************
 QC0244  DESIGNATION -  CUP RM 2
 QC0244  PID         -  QC0244
 QC0244  STATE/COUNTY-  OR/GRANT
 QC0244  USGS QUAD   -  MONUMENT (1995)
 QC0244
 QC0244                         *CURRENT SURVEY CONTROL
 QC0244  ___________________________________________________________________
 QC0244* NAD 83(1986)-  44 48 43.     (N)    119 29 14.     (W)     SCALED    
 QC0244* NAVD 88     -       601.99   (+/-2cm)    1975.0    (feet)  VERTCON   
 QC0244  ___________________________________________________________________
 QC0244  GEOID HEIGHT-         -19.34  (meters)                     GEOID03
 QC0244  VERT ORDER  -  THIRD (See Below)
 QC0244
 QC0244.The horizontal coordinates were scaled from a topographic map and have
 QC0244.an estimated accuracy of +/- 6 seconds.
 QC0244
 QC0244.The NAVD 88 height was computed by applying the VERTCON shift value to
 QC0244.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QC0244.The vertical order pertains to the NGVD 29 superseded value.
 QC0244
 QC0244.The geoid height was determined by GEOID03.
 QC0244
 QC0244;                    North         East    Units  Estimated Accuracy
 QC0244;SPC OR N     -   127,770.    2,580,110.      MT  (+/- 180 meters Scaled)
 QC0244
 QC0244                          SUPERSEDED SURVEY CONTROL
 QC0244
 QC0244  NGVD 29 (??/??/??)  600.87   (m)         1971.4    (f) RESET       3  
 QC0244
 QC0244.Superseded values are not recommended for survey control.
 QC0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0244.See file dsdata.txt to determine how the superseded data were derived.
 QC0244
 QC0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK033650(NAD 83)
 QC0244_MARKER: DR = REFERENCE MARK DISK
 QC0244_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QC0244_SP_SET: BUILDING
 QC0244_STAMPING: CUP NO 2 1947
 QC0244_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QC0244
 QC0244  HISTORY     - Date     Condition        Report By
 QC0244  HISTORY     - 1946     MONUMENTED       CGS
 QC0244  HISTORY     - 1950     GOOD             NGS
 QC0244
 QC0244                          STATION DESCRIPTION
 QC0244
 QC0244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 QC0244'3.6 MI SW FROM MONUMENT.
 QC0244'3.6 MILES SOUTHWEST ALONG THE KIMBERLY ROAD FROM THE POST OFFICE AT
 QC0244'MONUMENT, GRANT COUNTY, 35 FEET SOUTHEAST OF THE ROAD, AT THE HAROLD
 QC0244'COOK HOUSE, AND 4 FEET EAST OF THE GATE.  NOTE-- RM 1 CUP IS COVERED
 QC0244'WITH ABOUT 1 FOOT OF THE TOE OF THE FILL ON THE NORTH SIDE OF THE
 QC0244'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0979 ***********************************************************************
 QC0979  DESIGNATION -  CUPPER
 QC0979  PID         -  QC0979
 QC0979  STATE/COUNTY-  OR/GRANT
 QC0979  USGS QUAD   -  MONUMENT (1995)
 QC0979
 QC0979                         *CURRENT SURVEY CONTROL
 QC0979  ___________________________________________________________________
 QC0979* NAD 83(1991)-  44 50 24.63311(N)    119 28 04.03578(W)     ADJUSTED  
 QC0979* NAVD 88     -      1192.2    (meters)    3911.     (feet)  VERTCON   
 QC0979  ___________________________________________________________________
 QC0979  LAPLACE CORR-           3.02  (seconds)                    DEFLEC99
 QC0979  GEOID HEIGHT-         -19.32  (meters)                     GEOID03
 QC0979  HORZ ORDER  -  FIRST
 QC0979
 QC0979.The horizontal coordinates were established by classical geodetic methods
 QC0979.and adjusted by the National Geodetic Survey in October 1991.
 QC0979
 QC0979.The NAVD 88 height was computed by applying the VERTCON shift value to
 QC0979.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QC0979
 QC0979.The Laplace correction was computed from DEFLEC99 derived deflections.
 QC0979
 QC0979.The geoid height was determined by GEOID03.
 QC0979
 QC0979;                    North         East     Units Scale Factor Converg.
 QC0979;SPC OR N     -   130,923.333 2,581,603.126   MT  0.99991094   +0 43 55.3
 QC0979;SPC OR N     -   429,538.49  8,469,826.53   iFT  0.99991094   +0 43 55.3
 QC0979;UTM  11      - 4,968,158.889   304,960.194   MT  1.00006779   -1 44 26.4
 QC0979
 QC0979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QC0979!SPC OR N     -   0.99981613  x   0.99991094  =   0.99972709
 QC0979!UTM  11      -   0.99981613  x   1.00006779  =   0.99988391
 QC0979
 QC0979|---------------------------------------------------------------------|
 QC0979| PID    Reference Object                     Distance      Geod. Az  |
 QC0979|                                                           dddmmss.s |
 QC0979| CD6331 CUPPER RM 2                          10.683 METERS 02800     |
 QC0979| QC0243 W 415=CUP                           APPROX. 3.5 KM 2073610.5 |
 QC0979| CD6330 CUPPER RM 1                           6.346 METERS 27927     |
 QC0979|---------------------------------------------------------------------|
 QC0979
 QC0979                          SUPERSEDED SURVEY CONTROL
 QC0979
 QC0979  NAD 83(1986)-  44 50 24.64012(N)    119 28 04.03191(W) AD(       ) 1
 QC0979  NAD 27      -  44 50 25.11700(N)    119 28 00.06100(W) AD(       ) 1
 QC0979  NGVD 29 (07/19/86) 1191.1    (m)         3908.     (f) VERT ANG    3  
 QC0979
 QC0979.Superseded values are not recommended for survey control.
 QC0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0979.See file dsdata.txt to determine how the superseded data were derived.
 QC0979
 QC0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK0496068159(NAD 83)
 QC0979_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QC0979_SETTING: 66 = SET IN ROCK OUTCROP
 QC0979
 QC0979  HISTORY     - Date     Condition        Report By
 QC0979  HISTORY     - 1946     MONUMENTED       CGS
 QC0979
 QC0979                          STATION DESCRIPTION
 QC0979
 QC0979'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 QC0979'THE STATION IS LOCATED ABOUT 10.25 MILES AIRLINE NORTHEAST OF
 QC0979'KIMBERLY, 2.75 MILES AIRLINE NORTHWEST OF MONUMENT, 1.5 MILES
 QC0979'AIRLINE NORTH-NORTHWEST OF THE NORTH FORK OF THE JOHN DAY RIVER
 QC0979'AT ITS NEAREST POINT AND 1.5 MILES EAST OF CUPPER CANYON ON THE
 QC0979'SOUTH END OF A PROMINENT RIM ROCK BUTTE.  THE DISK IS SET IN THE
 QC0979'BEDROCK OUTCROP 8-FEET NORTH OF THE SOUTH EDGE OF THE BUTTE AND
 QC0979'34.7-FEET WEST OF THE EAST EDGE OF THE BUTTE.  IT IS STAMPED
 QC0979'CUPPER 1946 AND IS SET FLUSH WITH THE ROCK SURFACE.
 QC0979'
 QC0979'REFERENCE MARK NO 1 IS WEST OF THE STATION, SET IN THE BEDROCK
 QC0979'OUTCROP.  THE DISK IS STAMPED CUPPER NO 1 1946 AND IS SET FLUSH
 QC0979'WITH THE ROCK SURFACE.
 QC0979'
 QC0979'REFERENCE MARK NO 2 IS NORTHEAST OF THE STATION, SET IN THE
 QC0979'BEDROCK OUTCROP.  THE DISK IS STAMPED CUPPER NO 2 1946 AND IS
 QC0979'SET FLUSH WITH THE ROCK SURFACE.
 QC0979'
 QC0979'TRIANGULATION STATION CUP WAS USED AS AZIMUTH MARK.  SEE
 QC0979'DESCRIPTION TO CUP.
 QC0979'
 QC0979'TO REACH THE STATION FROM THE POST OFFICE IN MONUMENT, GO NORTH
 QC0979'AND WEST ON THE MAIN ROAD TOWARDS KIMBERLY FOR 0.5 MILE TO A SIDE
 QC0979'ROAD RIGHT, TURN RIGHT AND GO NORTH AS PER SIGN HEPPNER 53 AND
 QC0979'FOLLOW MAIN TRAVELLED ROAD UP HILL FOR 4.45 MILES TO A FORK,
 QC0979'(STATION BOARD USFS 1941 IS IN THIS FORK) TAKE LEFT FORK AND GO
 QC0979'WEST UP HILL FOR 0.05 MILE TO A POLE GATE IN FENCE LINE, PASS
 QC0979'THROUGH GATE AND CONTINUE ON MAIN TRAVELLED ROAD FOR 0.65 MILE
 QC0979'TO A WIRE GATE, PASS THROUGH GATE AND CONTINUE FOR 0.65 MILE
 QC0979'TO A FORK, BEAR LEFT AND CONTINUE FOR 0.25 MILE TO FORK AND
 QC0979'GATES AHEAD ON BOTH ROADS, BEAR LEFT THROUGH GATE AND
 QC0979'CONTINUE IN A WESTERLY DIRECTION FOR 0.25 MILE TO GATE, PASS
 QC0979'THROUGH AND CONTINUE STRAIGHT AHEAD TO EDGE OF FIELD AND
 QC0979'THEN FOLLOW TRACKS ACROSS FIELD TO WEST EDGE FOR A TOTAL
 QC0979'DISTANCE OF 0.15 MILE FROM GATE, AT WEST EDGE OF FIELD FOLLOW
 QC0979'TRACK ROAD WHICH IS DIM AT FIRST ABOUT 100-YARDS TO FORK,
 QC0979'BEAR LEFT AND GO 0.2 MILE TO EDGE OF FIELD, FOLLOW TRACK ROAD
 QC0979'SOUTH ACROSS FIELD FOR 0.1 MILE TO A T-INTERSECTION IN FIELD
 QC0979'ABOUT 50-YARDS EAST OF WIRE GATE, TURN LEFT AND FOLLOW TRACK
 QC0979'ROAD EASTERLY ACROSS FIELD FOR 0.5 MILE TO EDGE OF FIELD, HERE
 QC0979'CONTINUE AHEAD ON DIM TRACKS, PASSING ANOTHER SMALLER FIELD ON
 QC0979'THE LEFT AND CONTINUE SOUTHEAST AND SOUTH ON DIM TRACKS AROUND
 QC0979'SIDE OF HILL FOR 0.4 MILE TO AN OPEN GATE IN EAST-WEST
 QC0979'FENCE LINE, PASS THROUGH AND GO SOUTH TO EDGE OF FIELD AND THEN
 QC0979'TO LEFT AROUND FIELD TO FENCE LINE, TURN RIGHT AND GO WEST
 QC0979'ALONG FENCE LINE FOR 0.3 MILE, HERE FENCE CAN BE HELD DOWN AND
 QC0979'TRUCK DRIVEN OVER, HEAD SOUTH ACROSS COUNTRY AND THEN UP HILL
 QC0979'BEARING TO THE RIGHT FOR 0.45 MILE TO FENCE LINE, HERE FENCE CAN
 QC0979'BE HELD DOWN AND TRUCK DRIVEN ACROSS, CONTINUE ON UP HILL TO TOP
 QC0979'OF RIDGE, THEN LEFT IN A SOUTHERLY DIRECTION FOR ABOUT 0.15 MILE
 QC0979'TO THE END OF BUTTE AND STATION AS DESCRIBED.
 QC0979'
 QC0979'SUBSTITUTE STATION IS CUPPER 1946 P.P. 107V-17A.  IT IS THE EAST
 QC0979'END OF THE ROCKY LEDGE.
 QC0979'
 QC0979'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1860 ***********************************************************************
 QE1860  DESIGNATION -  CURLY
 QE1860  PID         -  QE1860
 QE1860  STATE/COUNTY-  OR/POLK
 QE1860  USGS QUAD   -  SALEM WEST (1986)
 QE1860
 QE1860                         *CURRENT SURVEY CONTROL
 QE1860  ___________________________________________________________________
 QE1860* NAD 83(1991)-  44 59 55.99178(N)    123 04 40.84422(W)     ADJUSTED  
 QE1860* NAVD 88     -        72.4    (meters)     238.     (feet)  VERTCON   
 QE1860  ___________________________________________________________________
 QE1860  LAPLACE CORR-          -7.22  (seconds)                    DEFLEC99
 QE1860  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 QE1860  HORZ ORDER  -  SECOND
 QE1860
 QE1860.The horizontal coordinates were established by classical geodetic methods
 QE1860.and adjusted by the National Geodetic Survey in October 1991.
 QE1860
 QE1860.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE1860.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE1860
 QE1860.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE1860
 QE1860.The geoid height was determined by GEOID03.
 QE1860
 QE1860;                    North         East     Units Scale Factor Converg.
 QE1860;SPC OR N     -   151,280.471 2,296,782.984   MT  0.99989896   -1 49 41.8
 QE1860;SPC OR N     -   496,327.00  7,535,377.24   iFT  0.99989896   -1 49 41.8
 QE1860;UTM  10      - 4,982,829.676   493,851.320   MT  0.99960046   -0 03 18.6
 QE1860
 QE1860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE1860!SPC OR N     -   0.99999221  x   0.99989896  =   0.99989117
 QE1860!UTM  10      -   0.99999221  x   0.99960046  =   0.99959267
 QE1860
 QE1860|---------------------------------------------------------------------|
 QE1860| PID    Reference Object                     Distance      Geod. Az  |
 QE1860|                                                           dddmmss.s |
 QE1860| CE1386 CURLY RM 1                           16.230 METERS 09154     |
 QE1860| QE1939 SALEM ST CAPITOL STATUE             APPROX. 7.7 KM 1504600.6 |
 QE1860| QE1921 SALEM RAD STA KBZY MAST             APPROX. 5.9 KM 1551421.0 |
 QE1860| QE1937 CURLY RM 3                          120.859 METERS 17315     |
 QE1860| CE1387 CURLY RM 2                           17.381 METERS 17926     |
 QE1860| CE1385 CURLY AZ MK                                        3591728.6 |
 QE1860|---------------------------------------------------------------------|
 QE1860
 QE1860                          SUPERSEDED SURVEY CONTROL
 QE1860
 QE1860  NAD 83(1986)-  44 59 56.01599(N)    123 04 40.85852(W) AD(       ) 2
 QE1860  NAD 27      -  44 59 56.58795(N)    123 04 36.50565(W) AD(       ) 2
 QE1860  NGVD 29 (07/19/86)   71.4    (m)          234.     (f) VERT ANG    3  
 QE1860
 QE1860.Superseded values are not recommended for survey control.
 QE1860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1860.See file dsdata.txt to determine how the superseded data were derived.
 QE1860
 QE1860_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ9385182830(NAD 83)
 QE1860_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QE1860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE1860
 QE1860  HISTORY     - Date     Condition        Report By
 QE1860  HISTORY     - 1940     MONUMENTED       CGS
 QE1860  HISTORY     - 1969     SEE DESCRIPTION  CGS
 QE1860  HISTORY     - 1972     SEE DESCRIPTION  NGS
 QE1860  HISTORY     - 1976     SEE DESCRIPTION  NGS
 QE1860  HISTORY     - 1980     GOOD             NGS
 QE1860  HISTORY     - 19920615 MARK NOT FOUND   USPSQD
 QE1860
 QE1860                          STATION DESCRIPTION
 QE1860
 QE1860'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 QE1860'STATION IS ABOUT 4 MILES NORTH-NORTHWEST OF SALEM ON EAST SIDE
 QE1860'OF AN ORCHARD AND ABOUT 50 YARDS NORTH OF CURLY DAIRY BARNS.  IT IS
 QE1860'26 FEET WEST OF CENTERLINE OF STATE HIGHWAY 221, 6.7 FEET SOUTH
 QE1860'OF A WHITE WITNESS POST, AND 6.6 FEET WEST OF WEST EDGE OF BANK
 QE1860'ALONG HIGHWAY.  STATION MARK IS A STANDARD DISK, PROJECTS 6
 QE1860'INCHES, AND IS STAMPED CURLY 1940.  NOTES 1A AND 7A.
 QE1860'
 QE1860'REFERENCE MARK NO.1 IS A STANDARD DISK, 27 FEET EAST OF
 QE1860'CENTERLINE OF STATE HIGHWAY 221, 40.6 FEET NORTH OF TELEPHONE
 QE1860'POLE, AND 3.6 FEET WEST OF FENCE LINE.  DISK IS STAMPED CURLY NO 1
 QE1860'1940, PROJECTS 6 INCHES, AND IS ABOUT LEVEL WITH STATION
 QE1860'MARK.  NOTE 11A.
 QE1860'
 QE1860'REFERENCE MARK NO.2 IS A STANDARD DISK, 26 FEET WEST OF
 QE1860'CENTERLINE OF STATE HIGHWAY 221, AND 36 FEET NORTH OF HIGHLINE
 QE1860'POLE.  DISK IS STAMPED CURLY NO 2 1940, PROJECTS 6 INCHES, AND IS
 QE1860'ABOUT LEVEL WITH STATION MARK.  NOTE 11A.
 QE1860'
 QE1860'AZIMUTH MARK IS A STANDARD DISK WHICH PROJECTS 6 INCHES,
 QE1860'0.2 MILE NORTH OF STATION, 23 FEET EAST OF CENTERLINE OF STATE
 QE1860'HIGHWAY 221, 4.6 FEET SOUTH OF WHITE WITNESS POST, 1.4 FEET
 QE1860'WEST OF FENCE LINE, AND 51 FEET NORTH OF WOODEN GATE AND ROAD
 QE1860'LEADING INTO BARNLOT.  DISK IS STAMPED CURLY 1940.  NOTE 11A.
 QE1860'
 QE1860'TO REACH THE STATION FROM JUNCTION OF STATE HIGHWAY 221 AND 22 AT
 QE1860'THE WEST SIDE OF BRIDGE OVER WILLAMETTE RIVER IN WEST SALEM,
 QE1860'GO NORTH ON STATE HIGHWAY 221 FOR 4.3 MILES TO STATION ON WEST
 QE1860'(LEFT) SIDE OF HIGHWAY, JUST AFTER PASSING LARGE WHITE BARN ON
 QE1860'RIGHT WITH SIGN CURLY DAIRY.  TO REACH AZIMUTH MARK FROM STATION,
 QE1860'CONTINUE NORTH ALONG HIGHWAY FOR 0.2 MILE TO MARK ON RIGHT
 QE1860'(EAST) SIDE OF HIGHWAY.
 QE1860
 QE1860                          STATION RECOVERY (1969)
 QE1860
 QE1860'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 QE1860'THE STATION MARK, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK WERE
 QE1860'RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 1 HAD BEEN HIT
 QE1860'BY HEAVY MACHINERY, BUT WAS SOLID IN ITS MOORING.  A DIFFERENCE
 QE1860'IN THE HORIZONTAL ANGLE AND DISTANCE TO REFERENCE MARK NO. 1 WAS
 QE1860'FOUND.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 QE1860'
 QE1860'THE STATION IS 5 MILES NORTHWEST OF SALEM, AT THE EAST END OF
 QE1860'AN ORCHARD, AND ON THE WEST RIGHT-OF-WAY OF STATE HIGHWAY 221.
 QE1860'
 QE1860'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 22
 QE1860'AND 221, AT THE WEST END OF THE BRIDGE OVER THE WILLAMETTE
 QE1860'RIVER, IN WEST SALEM, GO NORTH ON STATE HIGHWAY 221 FOR 4.3 MILES
 QE1860'TO THE STATION ON THE LEFT.
 QE1860'
 QE1860'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE NORTH ON
 QE1860'STATE HIGHWAY 221 FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 QE1860'
 QE1860'THE STATION MARK, STAMPED CURLY 1940, IS A STANDARD DISK SET IN
 QE1860'A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES, 65
 QE1860'FEET SOUTH OF THE CENTER OF A DRIVEWAY WEST, 25 FEET WEST OF
 QE1860'THE CENTER OF STATE HIGHWAY 221, 1 FOOT SOUTH OF A METAL WITNESS
 QE1860'POST, AND 3 FEET HIGHER THAN THE HIGHWAY.  (NOTE 1A AND 7A)
 QE1860'
 QE1860'REFERENCE MARK NO. 1, STAMPED CURLY NO 1 1940, IS A STANDARD
 QE1860'DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 QE1860'5 INCHES, 83 FEET SOUTH OF A POWER LINE BRACE POLE, 27 FEET EAST
 QE1860'OF THE CENTER OF THE HIGHWAY, 0.5 FOOT NORTH OF A METAL WITNESS
 QE1860'POST, AND 1.5 FEET HIGHER THAN THE HIGHWAY.  (NOTE 11A)
 QE1860'
 QE1860'REFERENCE MARK NO. 2, STAMPED CURLY NO 2 1940, IS A STANDARD DISK
 QE1860'SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 1 INCH,
 QE1860'58 FEET SOUTH OF THE WITNESS POST, 36 FEET NORTH OF A POWER
 QE1860'POLE, 25 FEET WEST OF THE CENTER OF THE HIGHWAY, AND 2 FEET
 QE1860'HIGHER THAN THE HIGHWAY.  (NOTE 11A)
 QE1860'
 QE1860'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 76.32 FEET.
 QE1860'
 QE1860'THE AZIMUTH MARK, STAMPED CURLY 1940, IS A STANDARD DISK SET IN
 QE1860'A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES, 103 FEET
 QE1860'SOUTH OF THE CENTER OF A DRIVEWAY EAST, 64 FEET NORTH OF THE
 QE1860'CENTER OF A DRIVEWAY EAST, 24 FEET EAST OF THE CENTER OF STATE
 QE1860'HIGHWAY 221, AND 0.5 FOOT SOUTH OF A METAL WITNESS POST.  (NOTE
 QE1860'16A)
 QE1860'
 QE1860'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QE1860'5 MILES NORTHWEST OF SALEM.
 QE1860
 QE1860                          STATION RECOVERY (1972)
 QE1860
 QE1860'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LDF)
 QE1860'STATION MARK, REFERENCE MARKS 1 AND 2 AND AZIMUTH MARK WERE
 QE1860'RECOVERED AND FOUND TO BE IN GOOD CONDITION AS DESCRIBED BY
 QE1860'A.N.S. IN 1940.  REFERENCE MARK 3 WAS ESTABLISHED AT THIS TIME
 QE1860'AS A NEW TRIANGULATION STATION.  A COMPLETE NEW DESCRIPTION
 QE1860'FOLLOWS.
 QE1860'
 QE1860'STATION IS LOCATED ABOUT 4 MILES NORTHWEST OF SALEM, 1.5 MILE
 QE1860'SOUTH OF LINCOLN AND ON THE ROAD RIGHT-OF-WAY.
 QE1860'
 QE1860'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 22 AND 221 IN THE
 QE1860'NORTHWEST EDGE OF SALEM, GO NORTH ON STATE HIGHWAY 221 FOR 2.15
 QE1860'MILES TO A SIDE ROAD LEFT, CONTINUE NORTH ON THE HIGHWAY FOR 2.25
 QE1860'MILES TO THE STATION THE LEFT.  TO REACH THE AZIMUTH MARK FROM THE
 QE1860'STATION, CONTINUE NORTH ON THE HIGHWAY FOR 0.3 MILE TO THE MARK
 QE1860'ON THE RIGHT.
 QE1860'
 QE1860'THE STATION MARKS ARE STANDARD DISKS STAMPED CURLY 1940.  THE
 QE1860'SURFACE DISK IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 QE1860'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE ON THE WEST AND
 QE1860'PROJECTS 3 INCHES ON THE EAST.  IT IS 27 FEET WEST OF THE
 QE1860'CENTERLINE OF STATE HIGHWAY 221 AND 58 FEET SOUTH OF A METAL
 QE1860'WITNESS POST.  THE UNDERGROUND MARK IS SET IN THE TOP OF AN
 QE1860'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 QE1860'
 QE1860'REFERENCE MARK 1, IS A STANDARD DISK STAMPED CURLY NO 1 1940, IT
 QE1860'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 QE1860'PROJECTS 8 INCHES ABOVE THE GROUND SURFACE.  IT IS 26 FEET EAST OF
 QE1860'THE CENTERLINE OF THE HIGHWAY AND 1.0 FOOT NORTH OF A METAL
 QE1860'WITNESS POST.
 QE1860'
 QE1860'REFERENCE MARK 2, IS A STANDARD DISK STAMPED CURLY NO 2 1940, IT
 QE1860'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT IS FLUSH
 QE1860'WITH THE GROUND SURFACE.  IT IS 36 FEET NORTH OF POWER LINE POLE
 QE1860'NUMBER 114, 58 FEET SOUTH OF THE WITNESS POST AND 27 FEET WEST
 QE1860'OF THE CENTERLINE OF THE HIGHWAY.
 QE1860'
 QE1860'REFERENCE MARK 3, IS A STANDARD DISK STAMPED CURLY NO 3 1940 1972,
 QE1860'IT IS SET IN THE TOP OF 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 QE1860'IS FLUSH WITH THE GROUND SURFACE.  IT IS 45.5 FEET EAST OF POWER
 QE1860'LINE POLE NUMBER 94, 24 FEET EAST OF THE CENTERLINE OF THE HIGHWAY
 QE1860'AND 5 FEET NORTH OF A METAL WITNESS POST.
 QE1860'
 QE1860'AZIMUTH MARK, IS A STANDARD DISK STAMPED CURLY 1940, IT IS SET
 QE1860'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 12
 QE1860'INCHES ABOVE THE GROUND SURFACE.  IT IS 65 FEET WEST OF APPROXIMATE
 QE1860'CENTER OF MR HERB MARKS DRIVEWAY, 23 FEET EAST OF THE CENTERLINE
 QE1860'OF STATE HIGHWAY 221 AND 1 FOOT SOUTH OF A METAL WITNESS
 QE1860'POST.
 QE1860'
 QE1860'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 QE1860'
 QE1860'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QE1860'4 MILES NORTHWEST OF SALEM.
 QE1860
 QE1860                          STATION RECOVERY (1976)
 QE1860
 QE1860'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (HBA)
 QE1860'STATION, RMS 1,2,3, AND AZ MK
 QE1860'
 QE1860'RECOVERED AS DESCRIBED IN GOOD CONDITION
 QE1860'
 QE1860'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QE1860'4 MI. NW OF SALEM.
 QE1860
 QE1860                          STATION RECOVERY (1980)
 QE1860
 QE1860'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (RPD)
 QE1860'THE STATION, RM 1, RM 2, AND RM 3 WERE RECOVERED AS DESCRIBED.
 QE1860'
 QE1860'THE AZIMUTH MARK HAS BEEN DESTROYED THROUGH ROAD GRADING.  THE
 QE1860'MONUMENT WAS RECOVERED SHEARED OFF AT GROUND LEVEL.
 QE1860'
 QE1860'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES NORTHWEST
 QE1860'OF SALEM.
 QE1860
 QE1860                          STATION RECOVERY (1992)
 QE1860
 QE1860'RECOVERY NOTE BY US POWER SQUADRON 1992 (RWB)
 QE1860'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1937 ***********************************************************************
 QE1937  DESIGNATION -  CURLY RM 3
 QE1937  PID         -  QE1937
 QE1937  STATE/COUNTY-  OR/POLK
 QE1937  USGS QUAD   -  SALEM WEST (1986)
 QE1937
 QE1937                         *CURRENT SURVEY CONTROL
 QE1937  ___________________________________________________________________
 QE1937* NAD 83(1991)-  44 59 52.10383(N)    123 04 40.19528(W)     ADJUSTED  
 QE1937* NAVD 88     -        73.1    (meters)     240.     (feet)  VERTCON   
 QE1937  ___________________________________________________________________
 QE1937  LAPLACE CORR-          -7.21  (seconds)                    DEFLEC99
 QE1937  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 QE1937  HORZ ORDER  -  FIRST
 QE1937
 QE1937.The horizontal coordinates were established by classical geodetic methods
 QE1937.and adjusted by the National Geodetic Survey in October 1991.
 QE1937
 QE1937.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE1937.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE1937
 QE1937.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE1937
 QE1937.The geoid height was determined by GEOID03.
 QE1937
 QE1937;                    North         East     Units Scale Factor Converg.
 QE1937;SPC OR N     -   151,160.071 2,296,793.360   MT  0.99989901   -1 49 41.4
 QE1937;SPC OR N     -   495,931.99  7,535,411.29   iFT  0.99989901   -1 49 41.4
 QE1937;UTM  10      - 4,982,709.690   493,865.412   MT  0.99960046   -0 03 18.1
 QE1937
 QE1937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE1937!SPC OR N     -   0.99999210  x   0.99989901  =   0.99989111
 QE1937!UTM  10      -   0.99999210  x   0.99960046  =   0.99959256
 QE1937
 QE1937|---------------------------------------------------------------------|
 QE1937| PID    Reference Object                     Distance      Geod. Az  |
 QE1937|                                                           dddmmss.s |
 QE1937| CE1386 CURLY RM 1                                         00058     |
 QE1937| RD2668 CHEMAWA US INDIAN SCHOOL TANK       APPROX. 6.5 KM 0851543.9 |
 QE1937| RD2666 CHEMAWA US INDIAN SCHOOL STACK      APPROX. 6.6 KM 0873207.0 |
 QE1937| QE1858 SALEM ORE ST HOSP STANDPIPE         APPROX. 8.9 KM 1372814.6 |
 QE1937| QE1863 SALEM ORE ST HOSP WATER TANK        APPROX. 8.9 KM 1373406.4 |
 QE1937| QE1939 SALEM ST CAPITOL STATUE             APPROX. 7.6 KM 1502503.7 |
 QE1937| QE1940 SALEM FIRST METH CH SP              APPROX. 7.3 KM 1525427.6 |
 QE1937| QE1921 SALEM RAD STA KBZY MAST             APPROX. 5.8 KM 1545209.9 |
 QE1937| QE1883 SALEM HILLCREST SCH TANK            APPROX.12.8 KM 1545427.4 |
 QE1937| QE1866 SALEM DISTRICT WATER TANK           APPROX. 8.6 KM 1653619.8 |
 QE1937| QE1860 CURLY                               120.859 METERS 35315     |
 QE1937| CE1385 CURLY AZ MK                                        3575018.9 |
 QE1937|---------------------------------------------------------------------|
 QE1937
 QE1937                          SUPERSEDED SURVEY CONTROL
 QE1937
 QE1937  NAD 83(1986)-  44 59 52.12806(N)    123 04 40.20960(W) AD(       ) 1
 QE1937  NAD 27      -  44 59 52.69997(N)    123 04 35.85680(W) AD(       ) 1
 QE1937  NGVD 29 (07/19/86)   72.1    (m)          237.     (f) VERT ANG    3  
 QE1937
 QE1937.Superseded values are not recommended for survey control.
 QE1937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1937.See file dsdata.txt to determine how the superseded data were derived.
 QE1937
 QE1937_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ9386582710(NAD 83)
 QE1937_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QE1937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE1937_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QE1937
 QE1937  HISTORY     - Date     Condition        Report By
 QE1937  HISTORY     - 1972     MONUMENTED       NGS
 QE1937  HISTORY     - 1980     GOOD             NGS
 QE1937  HISTORY     - 19920615 MARK NOT FOUND   USPSQD
 QE1937
 QE1937                          STATION DESCRIPTION
 QE1937
 QE1937'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LDF)
 QE1937'STATION IS LOCATED ABOUT 4 MILE NORTHWEST OF SALEM, 1.5 MILE SOUTH
 QE1937'OF LINCOLN AND ON THE ROAD-RIGHT-OF-WAY OF STATE HIGHWAY 221.
 QE1937'
 QE1937'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 22 AND 221 IN THE
 QE1937'NORTHWEST EDGE OF SALEM, GO NORTH ON STATE HIGHWAY 221 FOR 2.15
 QE1937'MILES TO A SIDE ROAD LEFT, CONTINUE NORTH ON HIGHWAY 221 FOR 2.25
 QE1937'MILES TO STATION ON THE LEFT.  TO REACH THE AZIMUTH MARK FROM
 QE1937'REFERENCE MARK 3 CONTINUE NORTH ON THE HIGHWAY FOR 0.3 MILE TO
 QE1937'THE MARK ON THE LEFT.
 QE1937'
 QE1937'THE STATION MARKS ARE STANDARD REFERENCE MARK DISKS STAMPED CURLY
 QE1937'NO 3 1940 1972.  THE SURFACE MARK IS SET IN THE TOP OF A 12 INCH
 QE1937'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND
 QE1937'SURFACE.  IT IS 45.5 FEET SOUTH OF POWER LINE POLE NUMBER 94, 24
 QE1937'FEET EAST OF THE CENTERLINE OF HIGHWAY 221 AND 5 FEET NORTH OF A
 QE1937'METAL WITNESS POST.  THE UNDERGROUND MARK IS SET IN THE TOP OF
 QE1937'AN IRREGULAR MASS OF CONCRETE THAT IS 42 INCHES BELOW THE GROUND
 QE1937'SURFACE.
 QE1937'
 QE1937'THE MARK CURLY 1940, IS A STANDARD TRIANGULATION STATION DISK
 QE1937'STAMPED CURLY 1940, IT IS SET IN THE TOP OF 12 INCH SQUARE CONCRETE
 QE1937'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE ON THE WEST AND
 QE1937'PROJECTS 3 INCHES ON THE EAST SIDE.  IT IS 27 FEET WEST OF THE
 QE1937'CENTERLINE OF HIGHWAY 221 AND 58 FEET SOUTH OF A METAL WITNESS
 QE1937'POST.
 QE1937'
 QE1937'REFERENCE MARK 1, IS A STANDARD DISK STAMPED CURLY NO 1 1940,
 QE1937'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 QE1937'8 INCHES ABOVE THE GROUND SURFACE.  IT IS 26 FEET EAST OF THE
 QE1937'CENTERLINE OF THE HIGHWAY AND 1.0 FOOT NORTH OF A METAL WITNESS
 QE1937'POST.
 QE1937'
 QE1937'AZIMUTH MARK IS A STANDARD DISK STAMPED CURLY 1940, SET IN THE TOP
 QE1937'OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 12 INCHES ABOVE
 QE1937'THE GROUND SURFACE.  IT IS 65 FEET WEST OF THE APPROXIMATE CENTER
 QE1937'OF MR. HERB MARKS DRIVEWAY, 23 FEET EAST OF THE CENTERLINE OF STATE
 QE1937'HIGHWAY 221 AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 QE1937'
 QE1937'NOTE REFERENCE MARK 2 WILL NOT SEE REFERENCE MARK 3.
 QE1937'
 QE1937'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 QE1937
 QE1937                          STATION RECOVERY (1980)
 QE1937
 QE1937'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (RPD)
 QE1937'THE STATION WAS RECOVERED AS DESCRIBED.
 QE1937'
 QE1937'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES NORTHWEST
 QE1937'OF SALEM.
 QE1937
 QE1937                          STATION RECOVERY (1992)
 QE1937
 QE1937'RECOVERY NOTE BY US POWER SQUADRON 1992 (RWB)
 QE1937'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1762 ***********************************************************************
 QD1762  DESIGNATION -  CURRANT
 QD1762  PID         -  QD1762
 QD1762  STATE/COUNTY-  OR/WASCO
 QD1762  USGS QUAD   -  MUDDY RANCH (1987)
 QD1762
 QD1762                         *CURRENT SURVEY CONTROL
 QD1762  ___________________________________________________________________
 QD1762* NAD 83(1991)-  44 51 02.61171(N)    120 26 12.87465(W)     ADJUSTED  
 QD1762* NAVD 88     -       645.5    (meters)    2118.     (feet)  VERTCON   
 QD1762  ___________________________________________________________________
 QD1762  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 QD1762  GEOID HEIGHT-         -20.54  (meters)                     GEOID03
 QD1762  HORZ ORDER  -  SECOND
 QD1762
 QD1762.The horizontal coordinates were established by classical geodetic methods
 QD1762.and adjusted by the National Geodetic Survey in October 1991.
 QD1762
 QD1762.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1762.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1762
 QD1762.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1762
 QD1762.The geoid height was determined by GEOID03.
 QD1762
 QD1762;                    North         East     Units Scale Factor Converg.
 QD1762;SPC OR N     -   131,576.239 2,504,986.926   MT  0.99990990   +0 02 41.1
 QD1762;SPC OR N     -   431,680.57  8,218,461.04   iFT  0.99990990   +0 02 41.1
 QD1762;UTM  10      - 4,969,564.120   702,535.021   MT  1.00010444   +1 48 29.7
 QD1762
 QD1762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1762!SPC OR N     -   0.99990202  x   0.99990990  =   0.99981193
 QD1762!UTM  10      -   0.99990202  x   1.00010444  =   1.00000645
 QD1762
 QD1762|---------------------------------------------------------------------|
 QD1762| PID    Reference Object                     Distance      Geod. Az  |
 QD1762|                                                           dddmmss.s |
 QD1762| CD6333 CURRANT RM 1                          5.082 METERS 20127     |
 QD1762| CD7373 CURRANT PP 105V 70 A                               28112     |
 QD1762| CD6332 CURRANT AZ MK                                      2855252.3 |
 QD1762| CD6334 CURRANT RM 2                          5.976 METERS 35210     |
 QD1762|---------------------------------------------------------------------|
 QD1762
 QD1762                          SUPERSEDED SURVEY CONTROL
 QD1762
 QD1762  NAD 83(1986)-  44 51 02.62108(N)    120 26 12.87256(W) AD(       ) 2
 QD1762  NAD 27      -  44 51 03.15400(N)    120 26 08.77200(W) AD(       ) 2
 QD1762  NGVD 29 (07/19/86)  644.4    (m)         2114.     (f) VERT ANG    3  
 QD1762
 QD1762.Superseded values are not recommended for survey control.
 QD1762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1762.See file dsdata.txt to determine how the superseded data were derived.
 QD1762
 QD1762_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGQ0253569564(NAD 83)
 QD1762_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QD1762_SETTING: 66 = SET IN ROCK OUTCROP
 QD1762_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QD1762+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2001
 QD1762
 QD1762  HISTORY     - Date     Condition        Report By
 QD1762  HISTORY     - 1946     MONUMENTED       CGS
 QD1762  HISTORY     - 20010530 GOOD             EVANS
 QD1762
 QD1762                          STATION DESCRIPTION
 QD1762
 QD1762'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 QD1762'STATION IS LOCATED ABOUT 4-3/4 MILES SOUTH-SOUTHEAST OF THE
 QD1762'BRIDGE ACROSS THE JOHN DAY RIVER AT CLARNO AND ABOUT 13-1/2 MILES
 QD1762'EAST-SOUTHEAST OF ANTELOPE, ON THE NORTH END OF A ROCKY RIDGE
 QD1762'WHICH EXTENDS TO THE RIVER AT THE MOUTH OF CURRENT CREEK.  STATION
 QD1762'IS ON THE HIGHEST POINT OF THE RIDGE.  THE MARK IS SET FLUSH WITH
 QD1762'THE GROUND AND IS STAMPED--CURRANT 1946.
 QD1762'
 QD1762'REFERENCE MARK NO. 1 IS SOUTH-SOUTHWEST OF THE STATION ON THE
 QD1762'WEST BREAK OF RIDGE AT ABOUT THE SAME ELEVATION.
 QD1762'
 QD1762'REFERENCE MARK NO. 2 IS NORTH OF THE STATION ON THE CENTER OF
 QD1762'THE RIDGE AT ABOUT THE SAME ELEVATION.
 QD1762'
 QD1762'THE AZIMUTH MARK IS ABOUT 0.5 MILE NORTHWEST OF THE STATION,
 QD1762'ABOUT 150 FEET WEST OF THE LAST STREAM FORD ENROUTE TO STATION,
 QD1762'ABOUT 75 FEET WEST OF A FENCE CORNER, AND 30 FEET NORTH OF THE
 QD1762'CENTER LINE OF THE ROAD AND ABOUT 6 FEET ABOVE THE ROAD.  THE MARK
 QD1762'PROJECTS 6 INCHES.
 QD1762'
 QD1762'ALL REFERENCE MARKS ARE STAMPED WITH THE NAME AND DATE OF THE
 QD1762'STATION AND WITH THEIR RESPECTIVE NUMBERS.
 QD1762'
 QD1762'REACHED FROM THE BRIDGE ACROSS THE JOHN DAY RIVER AT CLARNO BY
 QD1762'GOING WEST ON THE MAIN ROAD TOWARD ANTELOPE FOR 11.9 MILES TO A
 QD1762'SIDE ROAD LEFT AND SIGNS.  TURN LEFT AS PER SIGN BURNT RANCH AND
 QD1762'FOLLOW THE MAIN TRAVELED ROAD FOR 3.0 MILES TO A SIDE ROAD
 QD1762'LEFT.  TURN LEFT AS PER SIGN MUDDY RANCH AND FOLLOW THE MAIN
 QD1762'TRAVELED ROAD FOR 12.6 MILES TO THE MUDDY RANCH HOUSE ON THE
 QD1762'LEFT.  CONTINUE FOR 0.15 MILE TO A SHEEP SHED ON THE RIGHT AND
 QD1762'A STEEL GATE TO THE LEFT.  TURN LEFT THROUGH GATE AND FOLLOW
 QD1762'THE MAIN ROAD DOWN CURRENT CREEK FOR 2.45 MILES TO AN OLD
 QD1762'HOUSE ON THE RIGHT AND OTHER BUILDINGS.  CONTINUE FOR 0.5
 QD1762'MILE PASSING THROUGH TWO BOARD GATES TO WHERE THE ROAD
 QD1762'CROSSES THE CREEK, AND AZIMUTH MARK 150 FEET WEST.  CROSS CREEK
 QD1762'AND LEAVE ROAD.  TURN RIGHT UP THE RIDGE AND FOLLOW THE RIDGE
 QD1762'FOR 0.2 MILE TO END OF TRUCK TRAVEL.  FROM HERE PACK UP THE
 QD1762'RIDGE SOUTHERLY TOWARD THE ROCK CLIFF TO THE HIGHEST POINT OF
 QD1762'THE RIDGE AND STATION SITE.  ABOUT A 30 MINUTE PACK.
 QD1762'
 QD1762'THE SUBSTITUTE STATION, CURRANT 1946 PICTURE POINT 105V-70A, IS
 QD1762'A MAHOGANY BUSH 667.32 FEET NORTH-NORTHWEST OF THE STATION AND
 QD1762'IS ABOUT 175 FEET LOWER THAN THE STATION.  IT IS ONE OF THE
 QD1762'LARGER BUSHES IN THAT VICINITY.
 QD1762
 QD1762                          STATION RECOVERY (2001)
 QD1762
 QD1762'RECOVERY NOTE BY DAVID EVANS + ASSOC 2001 (JPW)
 QD1762'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0933 ***********************************************************************
 PC0933  DESIGNATION -  CURRIN 2
 PC0933  PID         -  PC0933
 PC0933  STATE/COUNTY-  OR/LANE
 PC0933  USGS QUAD   -  COTTAGE GROVE (1984)
 PC0933
 PC0933                         *CURRENT SURVEY CONTROL
 PC0933  ___________________________________________________________________
 PC0933* NAD 83(1991)-  43 45 35.84583(N)    123 02 17.93457(W)     ADJUSTED  
 PC0933* NAVD 88     -       561.7    (meters)    1843.     (feet)  VERTCON   
 PC0933  ___________________________________________________________________
 PC0933  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 PC0933  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 PC0933  HORZ ORDER  -  SECOND
 PC0933
 PC0933.The horizontal coordinates were established by classical geodetic methods
 PC0933.and adjusted by the National Geodetic Survey in October 1991.
 PC0933
 PC0933.The NAVD 88 height was computed by applying the VERTCON shift value to
 PC0933.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PC0933
 PC0933.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC0933
 PC0933.The geoid height was determined by GEOID03.
 PC0933
 PC0933;                    North         East     Units Scale Factor Converg.
 PC0933;SPC OR S     -   235,630.588 1,295,634.342   MT  0.99994785   -1 44 11.7
 PC0933;SPC OR S     -   773,066.23  4,250,768.84   iFT  0.99994785   -1 44 11.7
 PC0933;UTM  10      - 4,845,213.088   496,915.758   MT  0.99960012   -0 01 35.4
 PC0933
 PC0933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC0933!SPC OR S     -   0.99991557  x   0.99994785  =   0.99986342
 PC0933!UTM  10      -   0.99991557  x   0.99960012  =   0.99951572
 PC0933
 PC0933|---------------------------------------------------------------------|
 PC0933| PID    Reference Object                     Distance      Geod. Az  |
 PC0933|                                                           dddmmss.s |
 PC0933| CD9266 CURRIN 2 RM 2                                      09720     |
 PC0933| PC0962 WARDS 2                             APPROX.10.0 KM 2542441.7 |
 PC0933| CD9265 CURRIN 2 RM 1                                      32518     |
 PC0933|---------------------------------------------------------------------|
 PC0933
 PC0933                          SUPERSEDED SURVEY CONTROL
 PC0933
 PC0933  NAD 83(1986)-  43 45 35.85753(N)    123 02 17.95879(W) AD(       ) 2
 PC0933  NAD 27      -  43 45 36.41517(N)    123 02 13.66929(W) AD(       ) 2
 PC0933  NGVD 29 (07/19/86)  560.5    (m)         1839.     (f) VERT ANG    3  
 PC0933
 PC0933.Superseded values are not recommended for survey control.
 PC0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0933.See file dsdata.txt to determine how the superseded data were derived.
 PC0933
 PC0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP9691645213(NAD 83)
 PC0933_MARKER: DD = SURVEY DISK
 PC0933_SETTING: 66 = SET IN ROCK OUTCROP
 PC0933
 PC0933  HISTORY     - Date     Condition        Report By
 PC0933  HISTORY     - 1970     MONUMENTED       OR-039
 PC0933
 PC0933                          STATION DESCRIPTION
 PC0933
 PC0933'DESCRIBED BY LANE COUNTY OREGON 1970 (FLI)
 PC0933'THE STATION IS LOCATED ABOUT 3 MILES SOUTHEAST OF COTTAGE GROVE, 3
 PC0933'MILES NORTH-NORTHEAST OF THE NORTH END OF THE COTTAGE GROVE
 PC0933'RESERVOIR, ON THE EXTREME NORTH END OF TAYOR BUTTE, ABOUT 0.05 MILE
 PC0933'NORTH OF THE HIGHEST POINT IN THE IMMEDIATE VICINITY AND ON PROPERTY
 PC0933'OWNED BY THE WEYERHAEUSER LUMBER COMPANY.
 PC0933'
 PC0933'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 99
 PC0933'(9TH STREET) AND MAIN STREET IN COTTAGE GROVE, GO SOUTH ON U.S.
 PC0933'HIGHWAY 99 FOR 0.3 MILE TO A Y-FORK.  TAKE THE LEFT FORK AND GO
 PC0933'SOUTHERLY ON LONDON ROAD (SOUTH 6TH STREET) FOR 3.5 MILES TO A
 PC0933'Y-FORK.  TAKE THE LEFT FORK AND GO EAST ON A GRAVELED ROAD FOR
 PC0933'0.2 MILE TO A POWER SUB-STATION AND A BRIDGE.  CROSS THE BRIDGE
 PC0933'AND CONTINUE EASTERLY FOR 0.6 MILE TO THE END OF THE ROAD AT A
 PC0933'HOUSE.  A FOUR-WHEEL DRIVE VEHICLE IS REQUIRED FROM THIS POINT.
 PC0933'TURN RIGHT AND GO SOUTH FOR ABOUT 100 FEET TO A WIRE GATE AND A
 PC0933'TRACK ROAD AT THE SOUTH SIDE OF A BARN.  PASS THROUGH THE GATE
 PC0933'AND GO SOUTH AND EAST FOR 0.05 MILE TO A Y-FORK.  TAKE THE LEFT
 PC0933'FORK AND GO NORTHEAST F FOR 0.3 MILE TO A Y-FORK.  TAKE THE LEFT
 PC0933'FORK, NORTHEAST, FOR 0.15 MILE TO A Y-FORK.  TAKE THE RIGHT FORK
 PC0933'AND GO NORTHEAST FOR 0.35 MILE TO THE END OF TRUCK TRAVEL.
 PC0933'PACK NORTHEAST FOR ABOUT 0.2 MILE TO THE HIGHEST POINT OF THE
 PC0933'HILL, THENCE CONTINUE NORTHERLY FOR ABOUT 0.05 MILE TO THE
 PC0933'EXTREME NORTH END OF THE HILL AND THE STATION.  A 20 MINUTE
 PC0933'PACK.
 PC0933'
 PC0933'THE STATION MARK, STAMPED CURRIN 2 1969, IS A LANE COUNTY DISK
 PC0933'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 50 FEET
 PC0933'NORTHWEST OF A LARGE FIR TREE AND ABOUT 20 FEET LOWER THAN THE BASE
 PC0933'OF THE TREE.
 PC0933'
 PC0933'REFERENCE MARK NO. 1, STAMPED CURRIN 2 RM 1 1969, IS A LANE COUNTY
 PC0933'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 38
 PC0933'FEET NORTHWEST OF THE LARGE FIR TREE AND ABOUT THE SAME ELEVATION
 PC0933'AS THE STATION.
 PC0933'
 PC0933'REFERENCE MARK NO. 2, STAMPED CURRIN 2 RM 2 1969, IS A LANE COUNTY
 PC0933'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS ABOUT 8
 PC0933'FEET LOWER THAN THE STATION.
 PC0933'
 PC0933'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0928 ***********************************************************************
 PC0928  DESIGNATION -  CURRIN RESET
 PC0928  PID         -  PC0928
 PC0928  STATE/COUNTY-  OR/LANE
 PC0928  USGS QUAD   -  COTTAGE GROVE (1984)
 PC0928
 PC0928                         *CURRENT SURVEY CONTROL
 PC0928  ___________________________________________________________________
 PC0928* NAD 83(1991)-  43 45 28.62297(N)    123 02 15.12890(W)     ADJUSTED  
 PC0928* NAVD 88     -       581.8    (meters)    1909.     (feet)  VERTCON   
 PC0928  ___________________________________________________________________
 PC0928  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 PC0928  GEOID HEIGHT-         -23.15  (meters)                     GEOID03
 PC0928  HORZ ORDER  -  SECOND
 PC0928
 PC0928.The horizontal coordinates were established by classical geodetic methods
 PC0928.and adjusted by the National Geodetic Survey in October 1991.
 PC0928
 PC0928.The NAVD 88 height was computed by applying the VERTCON shift value to
 PC0928.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PC0928
 PC0928.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC0928
 PC0928.The geoid height was determined by GEOID03.
 PC0928
 PC0928;                    North         East     Units Scale Factor Converg.
 PC0928;SPC OR S     -   235,405.880 1,295,690.318   MT  0.99994749   -1 44 09.8
 PC0928;SPC OR S     -   772,329.00  4,250,952.49   iFT  0.99994749   -1 44 09.8
 PC0928;UTM  10      - 4,844,990.228   496,978.393   MT  0.99960011   -0 01 33.5
 PC0928
 PC0928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC0928!SPC OR S     -   0.99991241  x   0.99994749  =   0.99985991
 PC0928!UTM  10      -   0.99991241  x   0.99960011  =   0.99951256
 PC0928
 PC0928:                Primary Azimuth Mark                     Grid Az
 PC0928:SPC OR S     -  CURRIN AZ MK                             048 23 26.6
 PC0928:UTM  10      -  CURRIN AZ MK                             046 40 50.3
 PC0928
 PC0928|---------------------------------------------------------------------|
 PC0928| PID    Reference Object                     Distance      Geod. Az  |
 PC0928|                                                           dddmmss.s |
 PC0928| CD9267 CURRIN AZ MK                                       0463916.8 |
 PC0928| PC0949 LAUREL MTN LOOKOUT TOWER            APPROX.13.3 KM 1734021.6 |
 PC0928| PC0960 WARDS BUTTE LOOKOUT TOWER           APPROX.10.0 KM 2560330.0 |
 PC0928| PC0961 SAN FRANCISCO PORTLAND BCN 44A      APPROX.10.0 KM 2562922.3 |
 PC0928| CD8420 CURRIN RM 1                           6.695 METERS 26504     |
 PC0928| CD9268 CURRIN AZ MK RESET                                 2815622.0 |
 PC0928| PC0944 CURRIN AZ MK 3                      APPROX. 2.5 KM 2815704.6 |
 PC0928| CD8421 CURRIN RM 2                          14.153 METERS 32717     |
 PC0928|---------------------------------------------------------------------|
 PC0928
 PC0928                          SUPERSEDED SURVEY CONTROL
 PC0928
 PC0928  NAD 83(1986)-  43 45 28.63434(N)    123 02 15.15271(W) AD(       ) 2
 PC0928  NAD 27      -  43 45 29.19000(N)    123 02 10.87200(W) AD(       ) 2
 PC0928  NGVD 29 (07/19/86)  580.6    (m)         1905.     (f) VERT ANG    3  
 PC0928
 PC0928.Superseded values are not recommended for survey control.
 PC0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0928.See file dsdata.txt to determine how the superseded data were derived.
 PC0928
 PC0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP9697844990(NAD 83)
 PC0928_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PC0928_SETTING: 66 = SET IN ROCK OUTCROP
 PC0928
 PC0928  HISTORY     - Date     Condition        Report By
 PC0928  HISTORY     - 1940     MONUMENTED       USE
 PC0928  HISTORY     - 1953     SEE DESCRIPTION  CGS
 PC0928  HISTORY     - 1963     SEE DESCRIPTION  BPA
 PC0928  HISTORY     - 1970     SEE DESCRIPTION  OR-039
 PC0928  HISTORY     - 1980     GOOD             NGS
 PC0928
 PC0928                          STATION DESCRIPTION
 PC0928
 PC0928'DESCRIBED BY US ENGINEERS 1940 (ANS)
 PC0928'STATION IS LOCATED ABOUT 3.0 MILES SOUTHEAST OF COTTAGE GROVE ON
 PC0928'THE HIGHEST POINT OF CURRIN BUTTE, WHICH IS COVERED WITH LARGE
 PC0928'TIMBER AND IS THE HIGHEST POINT IN THE IMMEDIATE VICINITY.
 PC0928'
 PC0928'TO REACH FROM COTTAGE GROVE, GO EAST ON MAIN BLACK-TOPPED HIGHWAY
 PC0928'TOWARD DORENA 1.5 MILES TO FORK, TAKE RIGHT FORK STRAIGHT AHEAD
 PC0928'AND GO 1.0 MILE TO LANE ON THE RIGHT (SOUTH).  (CONTINUE STRAIGHT
 PC0928'AHEAD 0.5 MILE TO AZIMUTH MARK ON THE LEFT (NORTH) JUST WEST OF
 PC0928'SAWMILL.) TURN RIGHT (SOUTH) ON LANE AND GO 1.3 MILES TO
 PC0928'FARMYARD NEAR TOP OF DIVIDE, PASS THROUGH GATES AT BARN AND
 PC0928'CONTINUE UP GRADE 0.4 MILE TO LOG ACROSS ROAD AND END OF
 PC0928'TRUCK TRAVEL, PACK WEST ALONG ROAD ABOUT 0.5 MILE TO LARGE
 PC0928'5-FOOT LOG ACROSS ROAD, FROM HERE BEAR RIGHT UP TIMBERED AND
 PC0928'BRUSHY SLOPE ABOUT 0.5 MILE TO TOP OF BUTTE AND STATION.
 PC0928'
 PC0928'STATION, STAMPED CURRIN 1939, IS SET IN OUTCROPPING ROCK THAT
 PC0928'PROJECTS ABOUT 18 INCHES ABOVE GROUND, AND 16.8 FEET SOUTHEAST OF
 PC0928'A 3-FOOT FIR TREE WITH A TRIANGULAR BLAZE ON IT.  NOTE 2.
 PC0928'
 PC0928'AZIMUTH MARK IS A BOLT SET IN CONCRETE IN A PIPE 2 INCHES IN
 PC0928'DIAMETER, PROJECTS ABOUT 2 INCHES ABOVE GROUND, AND IS 4.9 FEET
 PC0928'NORTH OF A WHITE REFERENCE POST STAMPED U S B M, 54.0 FEET NORTH
 PC0928'OF CENTERLINE OF BLACK-TOPPED ROAD, AND 24.0 FEET SOUTH OF THE
 PC0928'SOUTH AND NEAREST RAIL OF RAILROAD.
 PC0928'
 PC0928'REFERENCE MARK NO.1, STAMPED CURRIN NO 1 1940, IS SET IN BEDROCK
 PC0928'FLUSH WITH THE GROUND, ABOUT 2.0 FEET LOWER THAN STATION, AND 16.5
 PC0928'FEET WEST-SOUTHWEST OF A 3-FOOT FIR TREE WITH A TRIANGULAR BLAZE
 PC0928'ON IT, ON THE WEST SLOPE OF BUTTE.  NOTE 12A.
 PC0928'
 PC0928'REFERENCE MARK NO.2, STAMPED CURRIN NO 2 1940, IS SET IN BEDROCK
 PC0928'FLUSH WITH THE GROUND, ABOUT 3.0 FEET LOWER THAN STATION, AND 30.4
 PC0928'FEET NORTH OF A 3-FOOT FIR WITH A TRIANGULAR BLAZE ON IT, ON THE
 PC0928'WEST SLOPE OF BUTTE.  NOTE 12A.
 PC0928
 PC0928                          STATION RECOVERY (1953)
 PC0928
 PC0928'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CTH)
 PC0928'THE STATION MARK AND TWO REFERENCE MARKS WERE RECOVERED, BUT THE
 PC0928'AZIMUTH MARK COULD NOT BE LOCATED.  A NEW AZIMUTH MARK WAS SET BY
 PC0928'THIS PARTY.  DUE TO CHANGES IN THE TERRAIN AND ROADS A NEW
 PC0928'DESCRIPTION IS NECESSARY.
 PC0928'
 PC0928'THE STATION IS ABOUT 3 MILES SOUTHEAST OF COTTAGE GROVE ON THE
 PC0928'HIGHEST POINT OF CURRIN BUTTE.
 PC0928'
 PC0928'TO REACH THE STATION FROM THE DEPOT IN COTTAGE GROVE.  GO SOUTH
 PC0928'ON U.S. HIGHWAY 99 FOR 0.3 MILE TO A CAUTION LIGHT.  TURN LEFT AND
 PC0928'GO 1.5 MILES TO A BOARD FENCE CORNER ON THE LEFT AND A TRACK
 PC0928'ROAD.* TURN LEFT AND FOLLOW THE TRACK ROAD FOR 0.55 MILE TO A
 PC0928'FORK.  TAKE THE RIGHT FORK FOR 0.05 MILE TO A FORK.  TAKE THE
 PC0928'RIGHT FORK FOR 0.4 MILE TO A THREE-WAY ROAD FORK.  TAKE THE CENTER
 PC0928'FORK FOR 0.75 MILE TO THE END OF TRUCK TRAVEL.  FROM HERE PACK
 PC0928'TO THE HIGHEST POINT OF THE HILL AND THE STATION.  A 30 MINUTE
 PC0928'PACK.* TO REACH THE AZIMUTH MARK FROM HERE.  CONTINUE ON THE
 PC0928'MAIN ROAD FOR 0.5 MILE TO A COVERED BRIDGE.  CONTINUE PAST THE
 PC0928'BRIDGE FOR 0.1 MILE TO T-ROAD RIGHT.  TURN RIGHT FOR 0.05 MILE
 PC0928'TO THE MARK ON THE LEFT.
 PC0928'
 PC0928'THE STATION MARK IS A U.S. ENGINEERS DISK SET IN A DRILL HOLE IN
 PC0928'A BOULDER.  THE MARK PROJECTS 18 INCHES, AND THE DISK IS STAMPED
 PC0928'CURRIN 1939.
 PC0928'
 PC0928'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A DRILL HOLE IN A
 PC0928'BOULDER THAT PROJECTS 6 INCHES, AND THE DISK IS STAMPED CURRIN NO
 PC0928'1 1940.  IT IS 3 FEET LOWER THAN THE STATION.
 PC0928'
 PC0928'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A DRILL HOLE IN A
 PC0928'BOULDER THAT PROJECTS 18 INCHES, AND THE DISK IS STAMPED CURRIN NO
 PC0928'2 1940.  IT IS 3 FEET LOWER THAN THE STATION.
 PC0928'
 PC0928'THE AZIMUTH MARK IS A STANDARD DISK SET IN A DRILL HOLE IN A
 PC0928'BOULDER THAT PROJECTS 8 INCHES, AND THE DISK IS STAMPED CURRIN
 PC0928'1940 USE RESET 1953.  IT IS 27 FEET SOUTH OF THE APPROXIMATE CENTER
 PC0928'OF A PAVED ROAD, 2 FEET EAST OF A WITNESS POST, AND 1 FOOT NORTH
 PC0928'OF A FENCE LINE.
 PC0928
 PC0928                          STATION RECOVERY (1963)
 PC0928
 PC0928'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1963
 PC0928'TO REACH FROM THE DEPOT IN COTTAGE GROVE GO S.W. ON SOUTH PACIFIC
 PC0928'HIGHWAY FOR 0.3 MILE TO THE INTERSECTION OF 6TH STREET.  TURN LEFT
 PC0928'SOUTH ON 6TH STREET AND GO 1.7 MILES TO A Y ROAD.  TURN SHARP LEFT
 PC0928'AND GO N.E. 0.1 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 PC0928'0.5 MILE TO A GATE ON THE RIGHT AND THE END OF TRUCK TRAVEL.
 PC0928'FOLLOW ORIGINAL DESCRIPTION TO THE TOP OF THE HILL AND THE STATION.
 PC0928'
 PC0928'THE STATION DISK HAS BEEN REMOVED FROM THE BOULDER.  REFERENCE
 PC0928'MARKS WERE RECOVERED.
 PC0928
 PC0928                          STATION RECOVERY (1970)
 PC0928
 PC0928'RECOVERY NOTE BY LANE COUNTY OREGON 1970 (FLI)
 PC0928'STATION WAS NOT OCCUPIED AT THIS TIME.
 PC0928'
 PC0928'REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK WERE
 PC0928'RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK IS STAMPED
 PC0928'USGS RATHER THAN USE AS STATED IN THE 1953 DESCRIPTION.  THE
 PC0928'STATION DISK HAS BEEN DESTROYED BUT THE DRILL HOLE IS CLEARLY
 PC0928'VISIBLE AND THE BOULDER IT IS IN IS STILL SOLID.  STATION CURRIN 2
 PC0928'(LC) WAS ESTABLISHED IN THE SAME GENERAL VICINITY.  (SEE
 PC0928'DESCRIPTION THEREOF.) A COMPLETE DESCRIPTION FOLLOWS--
 PC0928'
 PC0928'THE STATION IS LOCATED ABOUT 3 MILES SOUTHEAST OF COTTAGE GROVE, 3
 PC0928'MILES NORTH-NORTHEAST OF THE NORTH END OF THE COTTAGE GROVE
 PC0928'RESERVOIR, ON THE HIGHEST POINT OF A TIMBERED HILL LOCALLY KNOWN AS
 PC0928'TAYLOR BUTTE AND ON PROPERTY OWNED BY THE WEYERHAEUSER LUMBER
 PC0928'COMPANY.
 PC0928'
 PC0928'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 99 (9TH
 PC0928'STREET) AND MAIN STREET IN COTTAGE GROVE, GO SOUTH ON U.S. HIGHWAY
 PC0928'99 FOR 0.3 MILE TO A Y-FORK.  TAKE THE LEFT FORK AND GO SOUTHERLY ON
 PC0928'LONDON ROAD (SOUTH 6TH STREET) FOR 2.2 MILES TO A SIDE ROAD
 PC0928'RIGHT.  THE AZIMUTH MARK IS 250 FEET NORTHWEST OF THIS
 PC0928'INTERSECTION.  CONTINUE SOUTHERLY ON LONDON ROAD FOR 1.3 MILES TO A
 PC0928'Y-FORK.  TAKE THE LEFT FORK AND GO EAST ON THE GRAVELED ROAD FOR
 PC0928'0.2 MILE TO A POWER SUB-STATION AND A BRIDGE.  CROSS THE
 PC0928'BRIDGE AND CONTINUE EASTERLY FOR 0.6 MILE TO THE END OF THE ROAD AT
 PC0928'A HOUSE.  A FOUR-WHEEL DRIVE VEHICLE IS REQUIRED FROM THIS
 PC0928'POINT.  TURN RIGHT AND GO SOUTH FOR ABOUT 100 FEET TO A WIRE
 PC0928'GATE AND A TRACK ROAD AT THE SOUTH SIDE OF A BARN.  PASS THROUGH THE
 PC0928'GATE AND GO SOUTH AND EAST FOR 0.05 MILE TO A Y-FORK.  TAKE THE LEFT
 PC0928'FORK AND GO NORTHEAST FOR 0.3 MILE TO A Y-FORK.  TAKE THE
 PC0928'LEFT FORK, NORTHEAST, FOR 0.15 MILE TO A Y-FORK.  TAKE THE RIGHT
 PC0928'FORK AND GO NORTHEAST FOR 0.35 MILE TO THE END OF TRUCK TRAVEL.  PACK
 PC0928'NORTHEAST FOR ABOUT 0.2 MILE TO THE HIGHEST POINT OF THE HILL AND THE
 PC0928'STATION.  A 1/4 HOUR PACK.
 PC0928'
 PC0928'THE STATION DISK DRILL HOLE IS IN A BOULDER THAT PROJECTS 18 INCHES.
 PC0928'
 PC0928'REFERENCE MARK NO. 1, STAMPED CURRIN NO 1 1940, IS A STANDARD DISK
 PC0928'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 6 INCHES.
 PC0928'
 PC0928'REFERENCE MARK NO. 2, STAMPED CURRIN NO 2 1940, IS A STANDARD DISK
 PC0928'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 18 INCHES.
 PC0928'
 PC0928'THE AZIMUTH MARK, STAMPED CURRIN 1940 USGS RESET 1953, IS A STANDARD
 PC0928'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 6 INCHES.
 PC0928'IT IS 28 FEET SOUTHWEST OF THE CENTER OF LATHAM ROAD AND 1 FOOT
 PC0928'NORTHEAST OF A FENCE.
 PC0928'
 PC0928'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES SOUTHEAST
 PC0928'OF COTTAGE GROVE.
 PC0928
 PC0928                          STATION RECOVERY (1980)
 PC0928
 PC0928'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 PC0928'THE STATION DISK WAS FOUND MISSING FROM THE DRILL HOLE, REFERENCE
 PC0928'MARKS 1 AND 2 WERE RECOVERED IN GOOD CONDITION.  THE DISK TO THE
 PC0928'A 1953 AZIMUTH MARK WAS FOUND IN THE GRASS BESIDE THE BOULDER THAT
 PC0928'IT WAS SET IN.  THE BOULDER WAS LOOSE IN THE GROUND.  A NEW STATION
 PC0928'DISK WAS SET IN THE OLD DRILL HOLE AND A NEW AZIMUTH MARK WAS ALSO
 PC0928'SET.
 PC0928'
 PC0928'THE STATION IS LOCATED ABOUT 3 MILES SOUTHEAST OF COTTAGE GROVE, ON A
 PC0928'TIMBER COVERED BUTTE THAT IS BARE ON THE TOP.
 PC0928'
 PC0928'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 99 AND 6TH
 PC0928'STREET IN COTTAGE GROVE GO SOUTHEAST ON 6TH STREET FOR 1.8 MILES TO A
 PC0928'Y JUNCTION, TURN SHARP LEFT ON HILLSIDE DRIVE AND GO 0.1 MILE TURN
 PC0928'RIGHT ON TAYLOR BUTTE ROAD, AND GO 0.55 MILE TO A PRIVATE ROAD ON THE
 PC0928'RIGHT, IT LOOKS LIKE IT LEADS TO A PRIVATE RESIDENCE TURN RIGHT ON
 PC0928'GRAVEL ROAD AND GO 0.1 MILE TO A GATE, PASS THROUGH GATE AND GO 0.3
 PC0928'MILE TO A FORK.  TAKE LEFT FORK AND GO 0.9 MILE TO END OF TRUCK
 PC0928'TRAVEL.  PACK UPHILL NORTH-NORTHWEST TO HIGHEST PONT OF HILL AND
 PC0928'STATION.  ABOUT A 45 MINUTE PACK, THRU BRUSH AND TIMBER.
 PC0928'
 PC0928'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
 PC0928'---CURRIN USE 1940 1980---SET INTO ROCK OUTCROP LOCATED 13.56 METERS
 PC0928'(44.5 FEET) E FROM A 4 FOOT IN DIAMETER FIR TREE WITH WITNESS SIGN
 PC0928'AND 12.2 METERS (40 FEET) NW FROM THE HIGHEST PART OF THE HILL.
 PC0928'
 PC0928'REFERENCE MARK NO. 1 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 PC0928'NOS) DISK STAMPED---CURRIN NO 1 1940---SET INTO A DRILL HOLE IN A
 PC0928'ROCK OUTCROP THAT IS FLUSH WITH THE GROUND LOCATED 7.16 METERS (23.5
 PC0928'FEET) E FROM A 4 FOOT IN DIAMETER FIR WITH A WITNESS SIGN ATTACHED
 PC0928'AND 0.9 METER (3 FEET) LOWER THAN THE STATION.
 PC0928'
 PC0928'REFERENCE MARK NO. 2 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 PC0928'NOS) DISK STAMPED---CURRIN NO 2 1940---SET INTO A DRILL HOLE IN A
 PC0928'ROCK OUTCROP THAT IS FLUSH WITH THE GROUND LOCATED 13.7 METERS (45
 PC0928'FEET) NE FROM A 4 FOOT IN DIAMETER FIR TREE WITH WITNESS SIGN AND 1.2
 PC0928'METERS (4 FEET) LOWER THAN THE STATION.
 PC0928'
 PC0928'AZIMUTH MARK IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
 PC0928'---CURRIN USE 1940 1980---SET INTO THE TOP OF A ROUND CONCRETE
 PC0928'MONUMENT 30 CM (12 INCHES) IN DIAMETER PROJECTING 5 CM (2 INCHES)
 PC0928'ABOVE THE GROUND LOCATED 8.23 METERS (27.0 FEET) W FROM THE
 PC0928'INTERSECTION OF LONDON RD AND S 6TH ST, 8.23 METERS (27.0 FEET) S
 PC0928'FROM THE CENTERLINE OF LONDON RD, 5.49 METERS (18.0 FEET) SE FROM A
 PC0928'MAILBOX AT 32225, 1.22 METERS (4.0 FEET) W FROM A METAL WITNESS POST,
 PC0928'AND 0.15 METER (.5 FOOT) N FROM A FENCE.
 PC0928'
 PC0928'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF S 6TH STREET AND
 PC0928'HILLSIDE DRIVE GO SOUTH ON S 6TH ST FOR .55 MILE.  TURN RIGHT ON
 PC0928'LONDON RD AND GO 0.05 MILE TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AI1990 ***********************************************************************
 AI1990  CBN         -  This is a Cooperative Base Network Control Station.
 AI1990  DESIGNATION -  CURT
 AI1990  PID         -  AI1990
 AI1990  STATE/COUNTY-  OR/BENTON
 AI1990  USGS QUAD   -  ALSEA (1985)
 AI1990
 AI1990                         *CURRENT SURVEY CONTROL
 AI1990  ___________________________________________________________________
 AI1990* NAD 83(2007)-  44 22 36.45729(N)    123 35 56.12351(W)     ADJUSTED  
 AI1990* NAVD 88     -        88.1    (meters)     289.     (feet)  GPS OBS   
 AI1990  ___________________________________________________________________
 AI1990  EPOCH DATE  -        2007.00
 AI1990  X           -  -2,526,902.842 (meters)                     COMP
 AI1990  Y           -  -3,803,449.605 (meters)                     COMP
 AI1990  Z           -   4,438,158.823 (meters)                     COMP
 AI1990  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 AI1990  ELLIP HEIGHT-          65.632 (meters)          (02/10/07) ADJUSTED
 AI1990  GEOID HEIGHT-         -22.44  (meters)                     GEOID03
 AI1990
 AI1990  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI1990  Type    PID    Designation                      North   East  Ellip
 AI1990  -------------------------------------------------------------------
 AI1990  NETWORK AI1990 CURT                              0.51   0.41   1.14
 AI1990  -------------------------------------------------------------------
 AI1990
 AI1990.The horizontal coordinates were established by GPS observations
 AI1990.and adjusted by the National Geodetic Survey in February 2007.
 AI1990
 AI1990.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI1990.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI1990.The horizontal coordinates are valid at the epoch date displayed above.
 AI1990.The epoch date for horizontal control is a decimal equivalence
 AI1990.of Year/Month/Day.
 AI1990
 AI1990.The orthometric height was determined by GPS observations and a
 AI1990.high-resolution geoid model.
 AI1990
 AI1990.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI1990
 AI1990.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1990
 AI1990.The ellipsoidal height was determined by GPS observations
 AI1990.and is referenced to NAD 83.
 AI1990
 AI1990.The geoid height was determined by GEOID03.
 AI1990
 AI1990;                    North         East     Units Scale Factor Converg.
 AI1990;SPC OR N     -    83,647.945 2,253,088.740   MT  0.99998934   -2 11 51.8
 AI1990;SPC OR N     -   274,435.52  7,392,023.43   iFT  0.99998934   -2 11 51.8
 AI1990;UTM  10      - 4,913,898.283   452,286.774   MT  0.99962800   -0 25 08.0
 AI1990
 AI1990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1990!SPC OR N     -   0.99998971  x   0.99998934  =   0.99997905
 AI1990!UTM  10      -   0.99998971  x   0.99962800  =   0.99961771
 AI1990
 AI1990                          SUPERSEDED SURVEY CONTROL
 AI1990
 AI1990  NAD 83(1998)-  44 22 36.45471(N)    123 35 56.12520(W) AD(       ) A
 AI1990  ELLIP H (04/24/00)   65.640  (m)                       GP(       ) 3 1
 AI1990  NAD 83(1991)-  44 22 36.45267(N)    123 35 56.12487(W) AD(       ) B
 AI1990  ELLIP H (10/13/99)   65.773  (m)                       GP(       ) 3 1
 AI1990
 AI1990.Superseded values are not recommended for survey control.
 AI1990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1990.See file dsdata.txt to determine how the superseded data were derived.
 AI1990
 AI1990_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ5228713898(NAD 83)
 AI1990_MARKER: DD = SURVEY DISK
 AI1990_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AI1990_STAMPING: STATION CURT 1998
 AI1990_MARK LOGO: OR-003
 AI1990_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI1990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI1990+STABILITY: SURFACE MOTION
 AI1990_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1990+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2000
 AI1990
 AI1990  HISTORY     - Date     Condition        Report By
 AI1990  HISTORY     - 1998     MONUMENTED       OR-003
 AI1990  HISTORY     - 20000404 GOOD             OR-003
 AI1990
 AI1990                          STATION DESCRIPTION
 AI1990
 AI1990'DESCRIBED BY BENTON COUNTY OREGON 1998 (CJL)
 AI1990'THE STATION IS LOCATED ABOUT 0.56 KM (0.35 MI) SOUTH OF THE TOWN OF
 AI1990'ALSEA, ON THE WEST RIGHT-OF-WAY OF STATE HIGHWAY 201 (ALSEA-DEADWOOD
 AI1990'HIGHWAY), ON LINE WITH THE NORTH SIDE OF AND ACROSS THE HIGHWAY FROM
 AI1990'HOUSE NUMBER 27437.  OWNERSHIP--OREGON STATE DEPARTMENT OF
 AI1990'TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 AI1990'HIGHWAYS 34 AND 201 IN ALSEA, GO SOUTH ON HIGHWAY 201 ACROSS THE NORTH
 AI1990'FORK OF THE ALSEA RIVER FOR 0.56 KM (0.35 MI) TO THE STATION ON THE
 AI1990'RIGHT.  THE STATION IS A BENTON COUNTY SURVEYOR DISK RIVETED TO A 4 CM
 AI1990'DIAMETER STAINLESS STEEL PIPE EMBEDDED IN A ROUND CONCRETE MONUMENT
 AI1990'FLUSH WITH THE GROUND.  IT IS 28.15 M (92.36 FT) NORTHWEST FROM
 AI1990'UTILITY POLE NUMBER AC6 S 6 L2, 5.5 M (18.0 FT) WEST FROM THE CENTER
 AI1990'OF THE HIGHWAY, 0.2 M (0.7 FT) NORTH FROM A WITNESS POST, AND 0.2 M
 AI1990'(0.7 FT) SOUTH FROM A WITNESS POST.
 AI1990
 AI1990                          STATION RECOVERY (2000)
 AI1990
 AI1990'RECOVERY NOTE BY BENTON COUNTY OREGON 2000 (REW)
 AI1990'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0018 ***********************************************************************
 RD0018  DESIGNATION -  CURVE
 RD0018  PID         -  RD0018
 RD0018  STATE/COUNTY-  OR/MULTNOMAH
 RD0018  USGS QUAD   -  WASHOUGAL (1994)
 RD0018
 RD0018                         *CURRENT SURVEY CONTROL
 RD0018  ___________________________________________________________________
 RD0018* NAD 83(1991)-  45 32 19.01890(N)    122 19 45.37420(W)     ADJUSTED  
 RD0018* NAVD 88     -        13.786  (meters)      45.23   (feet)  ADJUSTED  
 RD0018  ___________________________________________________________________
 RD0018  LAPLACE CORR-           4.13  (seconds)                    DEFLEC99
 RD0018  GEOID HEIGHT-         -22.54  (meters)                     GEOID03
 RD0018  DYNAMIC HT  -          13.786 (meters)      45.23  (feet)  COMP
 RD0018  MODELED GRAV-     980,613.3   (mgal)                       NAVD 88
 RD0018
 RD0018  HORZ ORDER  -  SECOND
 RD0018  VERT ORDER  -  SECOND    CLASS 0
 RD0018
 RD0018.The horizontal coordinates were established by classical geodetic methods
 RD0018.and adjusted by the National Geodetic Survey in October 1991.
 RD0018
 RD0018.The orthometric height was determined by differential leveling
 RD0018.and adjusted in June 1991.
 RD0018
 RD0018.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD0018
 RD0018.The geoid height was determined by GEOID03.
 RD0018
 RD0018.The dynamic height is computed by dividing the NAVD 88
 RD0018.geopotential number by the normal gravity value computed on the
 RD0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0018.degrees latitude (g = 980.6199 gals.).
 RD0018
 RD0018.The modeled gravity was interpolated from observed gravity values.
 RD0018
 RD0018;                    North         East     Units Scale Factor Converg.
 RD0018;SPC OR N     -   209,633.131 2,357,149.812   MT  0.99991540   -1 17 50.3
 RD0018;SPC OR N     -   687,772.74  7,733,431.14   iFT  0.99991540   -1 17 50.3
 RD0018;SPC WA S     -    24,474.616   357,126.924   MT  1.00007980   -1 19 43.6
 RD0018;SPC WA S     -    80,297.14  1,171,673.92   sFT  1.00007980   -1 19 43.6
 RD0018;UTM  10      - 5,043,005.453   552,366.087   MT  0.99963371   +0 28 43.4
 RD0018
 RD0018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD0018!SPC OR N     -   1.00000137  x   0.99991540  =   0.99991677
 RD0018!SPC WA S     -   1.00000137  x   1.00007980  =   1.00008117
 RD0018!UTM  10      -   1.00000137  x   0.99963371  =   0.99963508
 RD0018
 RD0018:                Primary Azimuth Mark                     Grid Az
 RD0018:SPC OR N     -  CURVE AZ MK                              097 14 16.3
 RD0018:SPC WA S     -  CURVE AZ MK                              097 16 09.6
 RD0018:UTM  10      -  CURVE AZ MK                              095 27 42.6
 RD0018
 RD0018|---------------------------------------------------------------------|
 RD0018| PID    Reference Object                     Distance      Geod. Az  |
 RD0018|                                                           dddmmss.s |
 RD0018| RD0020 CURVE AZ MK                                        0955626.0 |
 RD0018| RD0019 CURVE RM 1                            9.196 METERS 09843     |
 RD0018| RD0017 CURVE RM 2                            9.083 METERS 27819     |
 RD0018| RD0016 LAKE                                APPROX. 1.3 KM 2851334.9 |
 RD0018| RD2276 WASHOUGAL WOOL MILLS SMALL TK       APPROX. 4.7 KM 3362553.0 |
 RD0018|---------------------------------------------------------------------|
 RD0018
 RD0018                          SUPERSEDED SURVEY CONTROL
 RD0018
 RD0018  NAD 83(1986)-  45 32 19.03232(N)    122 19 45.37982(W) AD(       ) 2
 RD0018  NAD 27      -  45 32 19.59247(N)    122 19 41.05226(W) AD(       ) 2
 RD0018  NGVD 29 (??/??/92)   12.759  (m)           41.86   (f) ADJ UNCH    2 0
 RD0018
 RD0018.Superseded values are not recommended for survey control.
 RD0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0018.See file dsdata.txt to determine how the superseded data were derived.
 RD0018
 RD0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER5236643005(NAD 83)
 RD0018_MARKER: DS = TRIANGULATION STATION DISK
 RD0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0018_SP_SET: CONCRETE POST
 RD0018_STAMPING: CURVE 1956
 RD0018_MARK LOGO: CGS   
 RD0018_PROJECTION: RECESSED 50 CENTIMETERS
 RD0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0018+STABILITY: SURFACE MOTION
 RD0018
 RD0018  HISTORY     - Date     Condition        Report By
 RD0018  HISTORY     - 1956     MONUMENTED       CGS
 RD0018  HISTORY     - 1960     GOOD             CGS
 RD0018  HISTORY     - 1971     GOOD             NGS
 RD0018  HISTORY     - 1975     GOOD             NGS
 RD0018  HISTORY     - 1975     GOOD             NGS
 RD0018  HISTORY     - 1987     GOOD             NGS
 RD0018
 RD0018                          STATION DESCRIPTION
 RD0018
 RD0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (JBW)
 RD0018'THE STATION IS LOCATED ON THE SLOPE OF THE SOUTH GRADE DITCH OF
 RD0018'U.S. HIGHWAY 30 ABOUT 3 MILES EAST-NORTHEAST AIRLINE OF TROUTDALE,
 RD0018'OREGON.
 RD0018'
 RD0018'TO REACH THE STATION FROM THE TROUTDALE JUNCTION OVERPASS GO EAST ON
 RD0018'U.S. HIGHWAY 30 FOR 3.1 MILES TO THE STATION ON THE RIGHT, SOUTH,
 RD0018'SIDE OF THE HIGHWAY.
 RD0018'
 RD0018'THE STATION MARK, A STANDARD DISK STAMPED CURVE 1956, IS SET IN
 RD0018'THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH PROJECTS ABOUT 2
 RD0018'INCHES.  THE MARK IS 29.3 FEET SOUTH OF THE CENTERLINE OF THE
 RD0018'HIGHWAY AND 4.8 FEET SOUTH OF A WHITE WOODEN WITNESS POST.
 RD0018'
 RD0018'REFERENCE MARK 1, A STANDARD DISK STAMPED CURVE NO 1 1956, IS SET IN
 RD0018'THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH PROJECTS ABOUT 2 INCHES.
 RD0018'THE MARK IS 29.3 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY.
 RD0018'
 RD0018'REFERENCE MARK 2, A STANDARD DISK STAMPED CURVE NO 2 1956, IS SET IN
 RD0018'THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH PROJECTS ABOUT 2
 RD0018'INCHES.  THE MARK IS 29.3 FEET SOUTH OF THE CENTERLINE OF THE
 RD0018'HIGHWAY.
 RD0018'
 RD0018'THE AZIMUTH MARK, A STANDARD DISK STAMPED CURVE 1956, IS SET IN THE
 RD0018'TOP OF A 10-INCH SQUARE CONCRETE CYLINDER WHICH PROJECTS ABOUT 2
 RD0018'INCHES.  THE MARK IS 45 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 RD0018'4 FEET NORTH OF THE NORTHWEST CORNER OF A WHITE WOODEN RAILROAD
 RD0018'TELEPHONE HOUSE AND 3 FEET WEST OF A WHITE WOODEN WITNESS POST.
 RD0018'
 RD0018'TO REACH THE AZIMUTH MARK, CONTINUE EAST FROM THE STATION ON U.S.
 RD0018'HIGHWAY 30 FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT, SOUTH, SIDE
 RD0018'OF THE HIGHWAY.
 RD0018
 RD0018                          STATION RECOVERY (1960)
 RD0018
 RD0018'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FN)
 RD0018'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
 RD0018'
 RD0018'IT IS ON THE OUTSIDE OF A CURVE, 8.5 FEET SOUTH OF THE SOUTH
 RD0018'GUARD-RAIL, ALONG THE SOUTH SIDE OF U.S. HIGHWAY 30, 1 FOOT WEST OF
 RD0018'A METAL WITNESS POST AND 30 FEET SOUTH OF THE CENTER OF THE EAST
 RD0018'BOUND LANE OF U.S. HIGHWAY 30.
 RD0018'
 RD0018'REACHED FROM THE INTERCHANGE, THAT IS 0.3 MILE NORTH OF TROUTDALE BY
 RD0018'GOING EAST ON U.S. HIGHWAY 30 FOR 3.2 MILES TO THE STATION ON THE
 RD0018'RIGHT.
 RD0018
 RD0018                          STATION RECOVERY (1971)
 RD0018
 RD0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 RD0018'THE STATION MARK, AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 RD0018'CONDITION AS DESCRIBED.  THE AZIMUTH MARK MAY HAVE BEEN DISTURBED,
 RD0018'ITS VALUE SHOULD BE USED WITH CAUTION.  LINE OF SIGHT TO THE
 RD0018'AZIMUTH MARK IS OBSTRUCTED BY A SECTION HANDS SHED.  TRIANGULATION
 RD0018'STATION LAKE 1956 MAY BE USED FOR THE AZIMUTH MARK.
 RD0018'
 RD0018'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 1-3/4 MILES WEST
 RD0018'OF CORBETT.
 RD0018
 RD0018                          STATION RECOVERY (1975)
 RD0018
 RD0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 RD0018'THE STATION MARK, AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 RD0018'CONDITION.  THE AZIMUTH MARK APPEARS TO HAVE BEEN BUMPED BY HEAVY
 RD0018'EQUIPMENT.  LINE OF SIGHT TO THE AZIMUTH MARK IS OBSTRUCTED BY A
 RD0018'SMALL BUILDING.  TRIANGULATION STATION LAKE 1956 MAY BE USED FOR THE
 RD0018'AZIMUTH MARK.  A DIFFERENCE IN THE HORIZONTAL ANGLE TO THE REFERENCE
 RD0018'MARKS WAS FOUND.
 RD0018'
 RD0018'THE HIGHWAY SHOULDER HAS BEEN IMPROVED, AND RAISED.  THE STATION
 RD0018'MARK, AND BOTH REFERENCE MARKS ARE NOW BELOW THE SURFACE MAKING
 RD0018'RECOVERY DIFFICULT.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 RD0018'
 RD0018'THE STATION IS ON THE SOUTH RIGHT-OF-WAY OF INTERSTATE 80N.
 RD0018'
 RD0018'TO REACH THE STATION FROM CORBETT GO WEST ON THE MACADAM ROAD FOR
 RD0018'0.2 MILE TO INTERSTATE 80N, GO WEST ON INTERSTATE 80N FOR 1.4 MILES
 RD0018'TO MILEPOST NO. 21, CONTINUE WEST ON THE HIGHWAY FOR 0.55 MILE TO THE
 RD0018'AZIMUTH MARK ON THE LEFT.  CONTINUE WEST ON THE HIGHWAY FOR 0.25
 RD0018'MILE TO THE STATION ON THE LEFT.
 RD0018'
 RD0018'THE STATION MARK, STAMPED CURVE 1956, IS A STANDARD DISK SET IN A
 RD0018'CONCRETE MONUMENT THAT IS 1-1/2 FEET BELOW THE SURFACE, 36.5 FEET
 RD0018'EAST-SOUTHEAST OF THE ROAD SIGN, EMERGENCY PARKING ONLY, 30 FEET
 RD0018'SOUTH OF THE EASTBOUND LANES OF INTERSTATE 80N, 27.5 FEET
 RD0018'EAST-SOUTHEAST OF A METAL REFLECTOR POST, 8.5 FEET SOUTH OF THE EDGE
 RD0018'OF THE MACADAM, AND 1 FOOT EAST OF A METAL WITNESS POST.
 RD0018'
 RD0018'REFERENCE MARK NO. 1, STAMPED CURVE NO 1 1956, IS A STANDARD DISK
 RD0018'SET IN A CONCRETE MONUMENT THAT IS 1-1/2 FEET BELOW THE SURFACE,
 RD0018'30.2 FEET SOUTH OF THE EASTBOUND LANES, AND 8.4 FEET SOUTH OF THE
 RD0018'EDGE OF THE MACADAM.
 RD0018'
 RD0018'REFERENCE MARK NO. 2, STAMPED CURVE NO 2 1956, IS A STANDARD DISK
 RD0018'SET IN A CONCRETE MONUMENT THAT IS 1-1/2 FEET BELOW THE SURFACE,
 RD0018'30.8 FEET SOUTH OF THE CENTER OF THE EASTBOUND TRAFFIC LANES, 9.3
 RD0018'FEET SOUTH OF THE EDGE OF THE MACADAM, AND 7.0 FEET SOUTHEAST OF
 RD0018'THE ROAD SIGN.
 RD0018'
 RD0018'THE AZIMUTH MARK, STAMPED CURVE 1956, IS A STANDARD DISK SET IN A
 RD0018'12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 6-INCHES, 28 FEET
 RD0018'NORTH OF THE NEAREST RAIL, 6 FEET SOUTH OF THE RIGHT-OF-WAY FENCE
 RD0018'LINE, AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 RD0018'
 RD0018'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 2 MILES WEST OF
 RD0018'CORBETT.
 RD0018
 RD0018                          STATION RECOVERY (1975)
 RD0018
 RD0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 RD0018'2 MI W FROM CORBETT.
 RD0018'REACHED FROM CORBETT GO WEST ON THE MACADAM ROAD FOR 0.2 MILE TO
 RD0018'INTERSTATE 80N, GO WEST ON INTERSTATE 80N FOR 1.4 MILES TO MILEPOST
 RD0018'NO. 21, CONTINUE WEST ON THE HIGHWAY FOR 0.8 MILE TO THE BENCH MARK ON
 RD0018'THE LEFT, 36.5 FEET EAST-SOUTHEAST OF THE ROAD SIGN, EMERGENCY PARKING
 RD0018'ONLY, 30 FEET SOUTH OF THE CENTER OF THE EASTBOUND LANES OF INTERSTATE
 RD0018'80N, 27.5 FEET EAST-SOUTHEAST OF A METAL REFLECTOR POST, 8.5 FEET
 RD0018'SOUTH OF THE EDGE OF THE MACADAM, AND 1 FOOT EAST OF A METAL WITNESS
 RD0018'POST, SET IN A CONCRETE MONUMENT THAT IS 1 1/2 FEET BELOW THE SURFACE.
 RD0018
 RD0018                          STATION RECOVERY (1987)
 RD0018
 RD0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD0018'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.72 KM
 RD0018'(1.70 MI) WEST ALONG INTERSTATE HIGHWAY 84 FROM THE OVERPASS AT EXIT
 RD0018'22 IN CORBETT, 0.15 KM (0.10 MI) WEST OF A SIGN--CORBETT 1 1/2 MILES,
 RD0018'ON THE OUTSIDE OF A CURVE, 9.6 M (31.5 FT) SOUTH OF THE EASTBOUND
 RD0018'HIGHWAY CENTERLINE, 11.0 M (36.1 FT) EAST OF A SIGN--EMERGENCY
 RD0018'PARKING ONLY.  THE MARK IS RECESSED ABOUT 0.6 M (2.0 FT) BELOW THE
 RD0018'SURFACE OF THE GRAVEL OF THE ROAD SHOULDER. NOT LEVELED THIS SURVEY.
 RD0018'THE MARK IS 0.5 METERS  E FROM  A WITNESS POST
 RD0018'THE MARK IS 0.7 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1671 ***********************************************************************
 QD1671  DESIGNATION -  CURVE
 QD1671  PID         -  QD1671
 QD1671  STATE/COUNTY-  OR/DESCHUTES
 QD1671  USGS QUAD   -  TUMALO (1962)
 QD1671
 QD1671                         *CURRENT SURVEY CONTROL
 QD1671  ___________________________________________________________________
 QD1671* NAD 83(1991)-  44 11 00.83951(N)    121 20 36.80163(W)     ADJUSTED  
 QD1671* NAVD 88     -       990.8    (meters)    3251.     (feet)  VERTCON   
 QD1671  ___________________________________________________________________
 QD1671  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 QD1671  GEOID HEIGHT-         -21.22  (meters)                     GEOID03
 QD1671  HORZ ORDER  -  SECOND
 QD1671
 QD1671.The horizontal coordinates were established by classical geodetic methods
 QD1671.and adjusted by the National Geodetic Survey in October 1991.
 QD1671
 QD1671.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1671.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1671
 QD1671.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1671
 QD1671.The geoid height was determined by GEOID03.
 QD1671
 QD1671;                    North         East     Units Scale Factor Converg.
 QD1671;SPC OR S     -   279,940.723 1,432,548.178   MT  1.00005185   -0 34 37.6
 QD1671;SPC OR S     -   918,440.69  4,699,961.21   iFT  1.00005185   -0 34 37.6
 QD1671;UTM  10      - 4,893,595.521   632,394.339   MT  0.99981557   +1 09 16.7
 QD1671
 QD1671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1671!SPC OR S     -   0.99984800  x   1.00005185  =   0.99989984
 QD1671!UTM  10      -   0.99984800  x   0.99981557  =   0.99966360
 QD1671
 QD1671|---------------------------------------------------------------------|
 QD1671| PID    Reference Object                     Distance      Geod. Az  |
 QD1671|                                                           dddmmss.s |
 QD1671| CF4265 CURVE RM 1                            9.037 METERS 01035     |
 QD1671| CF4264 CURVE AZ MK                                        1163341.4 |
 QD1671| CF4266 CURVE RM 2                           14.869 METERS 28541     |
 QD1671|---------------------------------------------------------------------|
 QD1671
 QD1671                          SUPERSEDED SURVEY CONTROL
 QD1671
 QD1671  NAD 83(1986)-  44 11 00.84785(N)    121 20 36.80412(W) AD(       ) 2
 QD1671  NAD 27      -  44 11 01.42900(N)    121 20 32.67100(W) AD(       ) 2
 QD1671  NGVD 29 (07/19/86)  989.6    (m)         3247.     (f) VERT ANG    3  
 QD1671
 QD1671.Superseded values are not recommended for survey control.
 QD1671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1671.See file dsdata.txt to determine how the superseded data were derived.
 QD1671
 QD1671_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP3239493596(NAD 83)
 QD1671_MARKER: Z = SEE DESCRIPTION
 QD1671_SETTING: 0 = UNSPECIFIED SETTING
 QD1671
 QD1671  HISTORY     - Date     Condition        Report By
 QD1671  HISTORY     - 1945     MONUMENTED       CGS
 QD1671
 QD1671                          STATION DESCRIPTION
 QD1671
 QD1671'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (CAG)
 QD1671'STATION IS LOCATED ABOUT 2.5 MILES NORTHWEST OF TUMALO IN THE ROCKY
 QD1671'AND SAGE BRUSH AREA OF A PASTURE, 72 FEET WEST OF THE CENTERLINE OF
 QD1671'A GRAVEL ROAD, 43 FEET WEST OF THE CENTERLINE OF A TRACK ROAD, 24
 QD1671'METERS SOUTH OF A LONE 48-INCH JUNIPER TREE AND 8 FEET WEST OF A
 QD1671'WIRE FENCE.  IT IS A STANDARD DISK WELDED TO THE TOP OF A 3-INCH
 QD1671'SOIL PIPE AND IS FLUSH WITH THE GROUND.  IT IS STAMPED CURVE
 QD1671'1945.
 QD1671'
 QD1671'REFERENCE MARK NO. 1 IS NORTH OF THE STATION, 45 FEET SOUTH OF THE
 QD1671'48-INCH JUNIPER TREE, 37 FEET WEST OF THE CENTERLINE OF THE TRACK
 QD1671'ROAD AND 2 FEET WEST OF THE WIRE FENCE.  IT IS STAMPED CURVE NO 1
 QD1671'1945 AND PROJECTS 8 INCHES.
 QD1671'
 QD1671'REFERENCE MARK NO. 2 IS WEST-NORTHWEST OF THE STATION, 50 FEET WEST
 QD1671'OF THE FENCE AND 27 FEET EAST OF AN 8-INCH JUNIPER TREE.  IT IS
 QD1671'STAMPED CURVE NO 2 1945 AND PROJECTS 12 INCHES.
 QD1671'
 QD1671'THE AZIMUTH MARK IS EAST-SOUTHEAST OF THE STATION, 15 FEET NORTH
 QD1671'OF THE CENTERLINE OF A DIRT ROAD AND 4 FEET SOUTH OF A WHITE
 QD1671'REFERENCE POST LOCATED IN A FENCE LINE.  IT IS STAMPED CURVE 1945
 QD1671'AND PROJECTS 12 INCHES.
 QD1671'
 QD1671'TO REACH THE STATION FROM THE ROAD INTERSECTIONS IN TUMALO, GO
 QD1671'NORTHWEST ON U.S. HIGHWAY NO. 20 FOR 0.95 MILE TO A CROSSROAD.  THEN
 QD1671'RIGHT (NORTH) FOR 1.9 MILES TO A DIRT ROAD ON THE RIGHT*.  CONTINUE
 QD1671'AHEAD (NORTH) FOR 0.1 MILE TO THE STATION ON THE LEFT.
 QD1671'
 QD1671'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO EAST ON THE DIRT
 QD1671'ROAD FOR 0.25 MILE TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1570 ***********************************************************************
 OA1570  DESIGNATION -  CURVE
 OA1570  PID         -  OA1570
 OA1570  STATE/COUNTY-  OR/COOS
 OA1570  USGS QUAD   -  CHARLESTON (1970)
 OA1570
 OA1570                         *CURRENT SURVEY CONTROL
 OA1570  ___________________________________________________________________
 OA1570* NAD 83(1991)-  43 21 25.92374(N)    124 19 36.39818(W)     ADJUSTED  
 OA1570* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 OA1570  ___________________________________________________________________
 OA1570  LAPLACE CORR-          15.37  (seconds)                    DEFLEC99
 OA1570  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 OA1570  HORZ ORDER  -  THIRD
 OA1570
 OA1570.The horizontal coordinates were established by classical geodetic methods
 OA1570.and adjusted by the National Geodetic Survey in October 1991.
 OA1570
 OA1570.The orthometric height was scaled from a topographic map.
 OA1570
 OA1570.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1570
 OA1570.The geoid height was determined by GEOID03.
 OA1570
 OA1570;                    North         East     Units Scale Factor Converg.
 OA1570;SPC OR S     -   194,875.002 1,189,913.476   MT  0.99990001   -2 37 05.1
 OA1570;SPC OR S     -   639,353.68  3,903,915.60   iFT  0.99990001   -2 37 05.1
 OA1570;UTM  10      - 4,801,337.329   392,484.559   MT  0.99974219   -0 54 39.5
 OA1570
 OA1570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1570!SPC OR S     -   1.00000365  x   0.99990001  =   0.99990366
 OA1570!UTM  10      -   1.00000365  x   0.99974219  =   0.99974583
 OA1570
 OA1570:                Primary Azimuth Mark                     Grid Az
 OA1570:SPC OR S     -  COOS BAY ENTRANCE R RNG BCN              148 35 38.5
 OA1570:UTM  10      -  COOS BAY ENTRANCE R RNG BCN              146 53 12.9
 OA1570
 OA1570|---------------------------------------------------------------------|
 OA1570| PID    Reference Object                     Distance      Geod. Az  |
 OA1570|                                                           dddmmss.s |
 OA1570| OA1581 COOS BAY ENTRANCE R RNG BCN         APPROX. 1.5 KM 1455833.4 |
 OA1570| OA1572 COOS BAY INSIDE F RNG BCN           APPROX. 0.9 KM 1853951.3 |
 OA1570| OA1599 COOS BAY INSIDE R RNG BCN           APPROX. 1.2 KM 1915550.4 |
 OA1570| OA1562 COOS HEAD 3                         APPROX. 1.1 KM 2302807.5 |
 OA1570|---------------------------------------------------------------------|
 OA1570
 OA1570                          SUPERSEDED SURVEY CONTROL
 OA1570
 OA1570  NAD 83(1986)-  43 21 25.91923(N)    124 19 36.44638(W) AD(       ) 3
 OA1570  NAD 27      -  43 21 26.51700(N)    124 19 32.01900(W) AD(       ) 3
 OA1570
 OA1570.Superseded values are not recommended for survey control.
 OA1570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1570.See file dsdata.txt to determine how the superseded data were derived.
 OA1570
 OA1570_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCP9248501337(NAD 83)
 OA1570
 OA1570  HISTORY     - Date     Condition        Report By
 OA1570  HISTORY     - 1907     MONUMENTED       USE
 OA1570  HISTORY     - 1924     SEE DESCRIPTION  CGS
 OA1570  HISTORY     - 1948     SEE DESCRIPTION  CGS
 OA1570
 OA1570                          STATION DESCRIPTION
 OA1570
 OA1570'DESCRIBED BY US ENGINEERS 1907
 OA1570'THE MARKING OF THIS STATION IS UNKNOWN.
 OA1570
 OA1570                          STATION RECOVERY (1924)
 OA1570
 OA1570'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1924 (EPM)
 OA1570'STATION IS ON THE NW STRINGER OF THE TRESTLE CARRYING THE ORIGINAL
 OA1570'RAILROAD TRACK FOR CARRYING MATERIAL FROM THE U.S. ENGINEERS DOCK
 OA1570'TO THE N JETTY AT COOS BAR, AT A POINT ABOUT MIDWAY AROUND A
 OA1570'CURVE.  THE POINT IS NOW ABOUT A QUARTER OF A MILE S OF THE
 OA1570'PRESENT ENGINEER DOCK ON NORTH SPIT.  THERE IS NO PERMANENT MARK
 OA1570'HERE EXCEPT THE SIGNAL THAT EXTENDS ABOVE THE STRINGER.
 OA1570
 OA1570                          STATION RECOVERY (1948)
 OA1570
 OA1570'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RAE)
 OA1570'THE RAILROAD TRESTLE IS IN RUINS, AND THAT SECTION IN THE AREA
 OA1570'INDICATED BY THE DESCRIPTION HAS BEEN WASHED AWAY.  THE STATION
 OA1570'HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1573 ***********************************************************************
 OA1573  DESIGNATION -  CURVE 2
 OA1573  PID         -  OA1573
 OA1573  STATE/COUNTY-  OR/COOS
 OA1573  USGS QUAD   -  CHARLESTON (1970)
 OA1573
 OA1573                         *CURRENT SURVEY CONTROL
 OA1573  ___________________________________________________________________
 OA1573* NAD 83(1991)-  43 21 26.62354(N)    124 19 36.79144(W)     ADJUSTED  
 OA1573* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 OA1573  ___________________________________________________________________
 OA1573  LAPLACE CORR-          15.37  (seconds)                    DEFLEC99
 OA1573  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 OA1573  HORZ ORDER  -  SECOND
 OA1573
 OA1573.The horizontal coordinates were established by classical geodetic methods
 OA1573.and adjusted by the National Geodetic Survey in October 1991.
 OA1573
 OA1573.The orthometric height was scaled from a topographic map.
 OA1573
 OA1573.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1573
 OA1573.The geoid height was determined by GEOID03.
 OA1573
 OA1573;                    North         East     Units Scale Factor Converg.
 OA1573;SPC OR S     -   194,896.979 1,189,905.617   MT  0.99990002   -2 37 05.4
 OA1573;SPC OR S     -   639,425.78  3,903,889.82   iFT  0.99990002   -2 37 05.4
 OA1573;UTM  10      - 4,801,359.058   392,476.050   MT  0.99974222   -0 54 39.8
 OA1573
 OA1573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1573!SPC OR S     -   1.00000365  x   0.99990002  =   0.99990367
 OA1573!UTM  10      -   1.00000365  x   0.99974222  =   0.99974587
 OA1573
 OA1573:                Primary Azimuth Mark                     Grid Az
 OA1573:SPC OR S     -  SIGNAL 8                                 007 17 53.8
 OA1573:UTM  10      -  SIGNAL 8                                 005 35 28.2
 OA1573
 OA1573|---------------------------------------------------------------------|
 OA1573| PID    Reference Object                     Distance      Geod. Az  |
 OA1573|                                                           dddmmss.s |
 OA1573| OA1568 SIGNAL 8                            APPROX. 1.6 KM 0044048.4 |
 OA1573| OA1583 GRASS MOUND RESET                   APPROX. 1.6 KM 0213320.5 |
 OA1573| OA1498 COOS BAY SOUTH RADIO MAST           APPROX. 3.0 KM 0282033.3 |
 OA1573| OA1590 NORTH SPIT RED WATER TANK           325.514 METERS 05117     |
 OA1573| OA1574 COOS BAY INNER RANGE R BEACON       APPROX. 1.4 KM 1842314.9 |
 OA1573| OA1603 USCG COOS BAY BASE LOT              APPROX. 1.1 KM 2274250.2 |
 OA1573| OA1600 COOS HEAD COAST GUARD LOOKOUT       APPROX. 0.9 KM 2373147.2 |
 OA1573| CE1388 CURVE 2 RM 1                         11.299 METERS 24210     |
 OA1573| OA1565 CAPE ARAGO LIGHTHOUSE               APPROX. 4.3 KM 2452650.5 |
 OA1573|---------------------------------------------------------------------|
 OA1573
 OA1573                          SUPERSEDED SURVEY CONTROL
 OA1573
 OA1573  NAD 83(1986)-  43 21 26.61907(N)    124 19 36.83965(W) AD(       ) 2
 OA1573  NAD 27      -  43 21 27.21900(N)    124 19 32.41200(W) AD(       ) 2
 OA1573
 OA1573.Superseded values are not recommended for survey control.
 OA1573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1573.See file dsdata.txt to determine how the superseded data were derived.
 OA1573
 OA1573_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCP9247601359(NAD 83)
 OA1573_MARKER: DS = TRIANGULATION STATION DISK
 OA1573_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OA1573_SP_SET: METAL PIPE IN CONCRETE
 OA1573_MAGNETIC: P = MARKER IS A STEEL PIPE
 OA1573
 OA1573  HISTORY     - Date     Condition        Report By
 OA1573  HISTORY     - 1928     MONUMENTED       USE
 OA1573  HISTORY     - 1945     SEE DESCRIPTION  CGS
 OA1573  HISTORY     - 1970     SEE DESCRIPTION  USGS
 OA1573  HISTORY     - 1977     MARK NOT FOUND   NOS
 OA1573
 OA1573                          STATION DESCRIPTION
 OA1573
 OA1573'DESCRIBED BY US ENGINEERS 1928 (GLB)
 OA1573'ON THE N SIDE OF COOS BAY ENTRANCE, ABOUT 50 METERS N OF THE
 OA1573'JETTY, 600 METERS IN FROM THE BEACH, AND 250 METERS W OF THE
 OA1573'RED WATER TANK NEAR THE INSHORE END OF THE NORTH JETTY.  STATION
 OA1573'IS ABOUT 4 METERS S OF GRASSY SAND DUNE.  DIRECTLY ACROSS THE
 OA1573'ENTRANCE FROM THE STATION IS A PIER WITH DERRICKS, ETC.  THIS
 OA1573'IS PROBABLY NOT THE SAME LOCATION AS OLD STATION CURVE, AS THE
 OA1573'OLD STATION WAS NOT MARKED.
 OA1573'
 OA1573'STATION IS MARKED BY A SECTION OF 1-INCH PIPE SET IN A SQUARE
 OA1573'POST OF CONCRETE.
 OA1573
 OA1573                          STATION RECOVERY (1945)
 OA1573
 OA1573'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (KGC)
 OA1573'STATION WAS RECOVERED IN GOOD CONDITION.  IT WAS MARKED BY AN
 OA1573'IRON PIPE SET IN A SQUARE BLOCK OF CONCRETE.
 OA1573'
 OA1573'STATION IS LOCATED ON THE SE POINT OF NORTH SPIT, 50 METERS
 OA1573'NW OF JUNCTION OF NORTH BREAKWATER AND SOUTH END OF OLD ENGINEERS
 OA1573'WHARF, 30 FEET W OF BLUFF, AND 40 FEET E OF CENTER LINE OF OLD
 OA1573'RAILROAD BED.  IT IS IN RANGE WITH THE COOS BAY ENTRANCE FRONT
 OA1573'RANGE AND THE S END OF BRIDGE OVER SOUTH SLOUGH.
 OA1573'
 OA1573'STATION WAS REMARKED BY SAWING OFF THE PIPE AND CEMENTING A
 OA1573'BRONZE DISK IN IT FLUSH WITH THE TOP OF THE MONUMENT.  MARK IS
 OA1573'STAMPED CURVE 2 USE 1928 1945.
 OA1573'
 OA1573'REFERENCE MARK IS SW OF STATION.  IT IS A BRONZE REFERENCE DISK
 OA1573'SET IN CONCRETE AND IS FLUSH WITH THE GROUND.  MARK IS STAMPED
 OA1573'CURVE 2 USE 1928 1945.
 OA1573
 OA1573                          STATION RECOVERY (1970)
 OA1573
 OA1573'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 OA1573'A THOROUGH SEARCH BY ONE MAN FOR 1/2 HOUR DID NOT RECOVER THE
 OA1573'MARK.  WHEN NOTHING COULD BE FOUND TO FIT THE 1945 DESCRIPTION,
 OA1573'THE STATIONS LOCATION WAS PLOTTED BY COORDINATES ON AERIAL
 OA1573'PHOTOGRAPHY.  THIS REVEALED THAT IT FALLS IN COOS BAY PROPER,
 OA1573'AT LEAST A QUARTER OF A MILE ENE OF WHAT IS NOW THE SE POINT OF
 OA1573'NORTH SPIT.  SINCE IT IS COVERED NOW BY TIDEWATER IT WAS
 OA1573'CONCLUDED THAT THE STATION WAS DESTROYED DURING RECONSTRUCTION OF
 OA1573'THE NORTH JETTY IN RECENT YEARS.
 OA1573
 OA1573                          STATION RECOVERY (1977)
 OA1573
 OA1573'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1977 (RBM)
 OA1573'THE STATION AND REFERENCE MARK WERE NOT RECOVERED.
 OA1573'THE BEACH HAS ERODED AWAY AT THIS AREA AND THE STATION
 OA1573'IS PROBABLY LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0020 ***********************************************************************
 RD0020  DESIGNATION -  CURVE AZ MK
 RD0020  PID         -  RD0020
 RD0020  STATE/COUNTY-  OR/MULTNOMAH
 RD0020  USGS QUAD   -  WASHOUGAL (1994)
 RD0020
 RD0020                         *CURRENT SURVEY CONTROL
 RD0020  ___________________________________________________________________
 RD0020* NAD 83(1986)-  45 32 17.     (N)    122 19 23.     (W)     SCALED    
 RD0020* NAVD 88     -        14.761  (meters)      48.43   (feet)  ADJUSTED  
 RD0020  ___________________________________________________________________
 RD0020  GEOID HEIGHT-         -22.53  (meters)                     GEOID03
 RD0020  DYNAMIC HT  -          14.761 (meters)      48.43  (feet)  COMP
 RD0020  MODELED GRAV-     980,612.1   (mgal)                       NAVD 88
 RD0020
 RD0020  VERT ORDER  -  SECOND    CLASS 0
 RD0020
 RD0020.The horizontal coordinates were scaled from a topographic map and have
 RD0020.an estimated accuracy of +/- 6 seconds.
 RD0020
 RD0020.The orthometric height was determined by differential leveling
 RD0020.and adjusted in June 1991.
 RD0020
 RD0020.The geoid height was determined by GEOID03.
 RD0020
 RD0020.The dynamic height is computed by dividing the NAVD 88
 RD0020.geopotential number by the normal gravity value computed on the
 RD0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0020.degrees latitude (g = 980.6199 gals.).
 RD0020
 RD0020.The modeled gravity was interpolated from observed gravity values.
 RD0020
 RD0020;                    North         East    Units  Estimated Accuracy
 RD0020;SPC OR N     -   209,560.    2,357,630.      MT  (+/- 180 meters Scaled)
 RD0020
 RD0020                          SUPERSEDED SURVEY CONTROL
 RD0020
 RD0020  NGVD 29 (??/??/92)   13.733  (m)           45.06   (f) ADJ UNCH    2 0
 RD0020
 RD0020.Superseded values are not recommended for survey control.
 RD0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0020.See file dsdata.txt to determine how the superseded data were derived.
 RD0020
 RD0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER528429(NAD 83)
 RD0020_MARKER: DZ = AZIMUTH MARK DISK
 RD0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0020_SP_SET: CONCRETE POST
 RD0020_STAMPING: CURVE 1956
 RD0020_MARK LOGO: CGS   
 RD0020_PROJECTION: PROJECTING 15 CENTIMETERS
 RD0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0020+STABILITY: SURFACE MOTION
 RD0020
 RD0020  HISTORY     - Date     Condition        Report By
 RD0020  HISTORY     - 1956     MONUMENTED       CGS
 RD0020  HISTORY     - 1975     GOOD             NGS
 RD0020  HISTORY     - 1987     GOOD             NGS
 RD0020  HISTORY     - 20040511 MARK NOT FOUND   USPSQD
 RD0020
 RD0020                          STATION DESCRIPTION
 RD0020
 RD0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 RD0020'1.75 MI W FROM CORBETT.
 RD0020'REACHED FROM CORBETT GO WEST ON THE MACADAM ROAD FOR 0.2 MILE TO
 RD0020'INTERSTATE 80N, GO WEST ON INTERSTATE 80N FOR 1.4 MILES TO MILEPOST
 RD0020'NO. 21, CONTINUE WEST ON THE HIGHWAY FOR 0.55 MILE TO A RAILROAD
 RD0020'BUILDING, AND THE BENCH MARK ON THE LEFT, 28 FEET NORTH OF THE NEAREST
 RD0020'RAIL, 6 FEET SOUTH OF THE RIGHT-OF-WAY FENCE LINE, 2 FEET EAST OF THE
 RD0020'NORTHEAST CORNER OF THE SHED, AND 1 FOOT SOUTH OF A METAL WITNESS
 RD0020'POST, SET IN A CONCRETE MONUMENT PROJECTS 6-INCHES.  NOTE-- THIS
 RD0020'MONUMENT APPEARS TO HAVE BEEN BUMPED, AND THE ELEVATION SHOULD BE USED
 RD0020'WITH CAUTION.
 RD0020
 RD0020                          STATION RECOVERY (1987)
 RD0020
 RD0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD0020'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.27 KM
 RD0020'(1.40 MI) WEST ALONG INTERSTATE HIGHWAY 84 FROM THE OVERPASS AT EXIT
 RD0020'22 IN CORBETT, ON THE OUTSIDE OF A CURVE, 15.1 M (49.5 FT) SOUTH OF
 RD0020'THE EASTBOUND HIGHWAY CENTERLINE, 28.3 M (92.8 FT) WEST OF THE WEST
 RD0020'POST OF A FENCE GATE, 11.9 M (39.0 FT) WEST OF A TELEPHONE POLE WITH
 RD0020'2 GUY WIRES, 8.2 M (26.9 FT) NORTH OF THE NORTH RAIL OF THE UNION
 RD0020'PACIFIC RAILROAD, 1.8 M (5.9 FT) SOUTH OF A FENCE.  NOT LEVELED THIS
 RD0020'SURVEY.
 RD0020'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 RD0020
 RD0020                          STATION RECOVERY (2004)
 RD0020
 RD0020'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 RD0020'RECENT HEAVY EQUIPMENT TRACKS IN THE AREA. ALL UNDERBRUSH REMOVED
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0019 ***********************************************************************
 RD0019  DESIGNATION -  CURVE RM 1
 RD0019  PID         -  RD0019
 RD0019  STATE/COUNTY-  OR/MULTNOMAH
 RD0019  USGS QUAD   -  WASHOUGAL (1994)
 RD0019
 RD0019                         *CURRENT SURVEY CONTROL
 RD0019  ___________________________________________________________________
 RD0019* NAD 83(1986)-  45 32 18.     (N)    122 19 45.     (W)     SCALED    
 RD0019* NAVD 88     -        13.876  (meters)      45.52   (feet)  ADJUSTED  
 RD0019  ___________________________________________________________________
 RD0019  GEOID HEIGHT-         -22.54  (meters)                     GEOID03
 RD0019  DYNAMIC HT  -          13.876 (meters)      45.52  (feet)  COMP
 RD0019  MODELED GRAV-     980,613.1   (mgal)                       NAVD 88
 RD0019
 RD0019  VERT ORDER  -  SECOND    CLASS 0
 RD0019
 RD0019.The horizontal coordinates were scaled from a topographic map and have
 RD0019.an estimated accuracy of +/- 6 seconds.
 RD0019
 RD0019.The orthometric height was determined by differential leveling
 RD0019.and adjusted in June 1991.
 RD0019
 RD0019.The geoid height was determined by GEOID03.
 RD0019
 RD0019.The dynamic height is computed by dividing the NAVD 88
 RD0019.geopotential number by the normal gravity value computed on the
 RD0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0019.degrees latitude (g = 980.6199 gals.).
 RD0019
 RD0019.The modeled gravity was interpolated from observed gravity values.
 RD0019
 RD0019;                    North         East    Units  Estimated Accuracy
 RD0019;SPC OR N     -   209,600.    2,357,160.      MT  (+/- 180 meters Scaled)
 RD0019
 RD0019                          SUPERSEDED SURVEY CONTROL
 RD0019
 RD0019  NGVD 29 (??/??/92)   12.848  (m)           42.15   (f) ADJ UNCH    2 0
 RD0019
 RD0019.Superseded values are not recommended for survey control.
 RD0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0019.See file dsdata.txt to determine how the superseded data were derived.
 RD0019
 RD0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER523429(NAD 83)
 RD0019_MARKER: DR = REFERENCE MARK DISK
 RD0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0019_STAMPING: CURVE NO 1 1956
 RD0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0019+STABILITY: SURFACE MOTION
 RD0019
 RD0019  HISTORY     - Date     Condition        Report By
 RD0019  HISTORY     - 1956     MONUMENTED       CGS
 RD0019  HISTORY     - 1975     GOOD             NGS
 RD0019
 RD0019                          STATION DESCRIPTION
 RD0019
 RD0019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 RD0019'2 MI W FROM CORBETT.
 RD0019'REACHED FROM CORBETT GO WEST ON THE MACADAM ROAD FOR 0.2 MILE TO
 RD0019'INTERSTATE 80N, GO WEST ON INTERSTATE 80N FOR 1.4 MILES TO MILEPOST
 RD0019'NO. 21, CONTINUE WEST ON THE HIGHWAY FOR 0.8 MILE TO THE BENCH MARK ON
 RD0019'THE LEFT, 66.7 FEET EAST-SOUTHEAST OF THE ROAD SIGN, EMERGENCY PARKING
 RD0019'ONLY, 30.2 FEET SOUTH OF THE EASTBOUND LANES OF INTERSTATE 80N, 30.18
 RD0019'FEET EAST OF TRIANGULATION STATION CURVE 1956, 8.4 FEET SOUTH OF THE
 RD0019'EDGE OF THE MACADAM, AND 1.5 FEET BELOW THE SURFACE SET IN A CONCRETE
 RD0019'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0017 ***********************************************************************
 RD0017  DESIGNATION -  CURVE RM 2
 RD0017  PID         -  RD0017
 RD0017  STATE/COUNTY-  OR/MULTNOMAH
 RD0017  USGS QUAD   -  WASHOUGAL (1994)
 RD0017
 RD0017                         *CURRENT SURVEY CONTROL
 RD0017  ___________________________________________________________________
 RD0017* NAD 83(1986)-  45 32 18.     (N)    122 19 45.     (W)     SCALED    
 RD0017* NAVD 88     -        13.859  (meters)      45.47   (feet)  ADJUSTED  
 RD0017  ___________________________________________________________________
 RD0017  GEOID HEIGHT-         -22.54  (meters)                     GEOID03
 RD0017  DYNAMIC HT  -          13.859 (meters)      45.47  (feet)  COMP
 RD0017  MODELED GRAV-     980,613.1   (mgal)                       NAVD 88
 RD0017
 RD0017  VERT ORDER  -  SECOND    CLASS 0
 RD0017
 RD0017.The horizontal coordinates were scaled from a topographic map and have
 RD0017.an estimated accuracy of +/- 6 seconds.
 RD0017
 RD0017.The orthometric height was determined by differential leveling
 RD0017.and adjusted in June 1991.
 RD0017
 RD0017.The geoid height was determined by GEOID03.
 RD0017
 RD0017.The dynamic height is computed by dividing the NAVD 88
 RD0017.geopotential number by the normal gravity value computed on the
 RD0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0017.degrees latitude (g = 980.6199 gals.).
 RD0017
 RD0017.The modeled gravity was interpolated from observed gravity values.
 RD0017
 RD0017;                    North         East    Units  Estimated Accuracy
 RD0017;SPC OR N     -   209,600.    2,357,160.      MT  (+/- 180 meters Scaled)
 RD0017
 RD0017                          SUPERSEDED SURVEY CONTROL
 RD0017
 RD0017  NGVD 29 (??/??/92)   12.832  (m)           42.10   (f) ADJ UNCH    2 0
 RD0017
 RD0017.Superseded values are not recommended for survey control.
 RD0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0017.See file dsdata.txt to determine how the superseded data were derived.
 RD0017
 RD0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER523429(NAD 83)
 RD0017_MARKER: DR = REFERENCE MARK DISK
 RD0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0017_STAMPING: CURVE NO 2 1956
 RD0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0017+STABILITY: SURFACE MOTION
 RD0017
 RD0017  HISTORY     - Date     Condition        Report By
 RD0017  HISTORY     - 1956     MONUMENTED       CGS
 RD0017  HISTORY     - 1975     GOOD             NGS
 RD0017
 RD0017                          STATION DESCRIPTION
 RD0017
 RD0017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 RD0017'2 MI W FROM CORBETT.
 RD0017'REACHED FROM CORBETT GO WEST ON THE MACADAM ROAD FOR 0.2 MILE TO
 RD0017'INTERSTATE 80N, GO WEST ON INTERSTATE 80N FOR 1.4 MILES TO MILEPOST
 RD0017'NO. 21, CONTINUE WEST ON THE HIGHWAY FOR 0.8 MILE TO THE BENCH MARK ON
 RD0017'THE LEFT, 30.8 FEET SOUTH OF THE CENTER OF THE EASTBOUND LANES OF
 RD0017'INTERSTATE 80N, 29.80 FEET WEST OF TRIANGULATION STATION CURVE 1956,
 RD0017'9.3 FEET SOUTH OF THE EDGE OF THE MACADAM, 7.6 FEET SOUTHWEST OF A
 RD0017'REFLECTOR POST, AND 7.0 FEET SOUTHEAST OF THE ROAD SIGN, EMERGENCY
 RD0017'PARKING ONLY, SET IN A CONCRETE MONUMENT THAT IS 1.5 FEET BELOW THE
 RD0017'SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AJ8168 ***********************************************************************
 AJ8168  DESIGNATION -  CURVES
 AJ8168  PID         -  AJ8168
 AJ8168  STATE/COUNTY-  OR/JEFFERSON
 AJ8168  USGS QUAD   -  EAGLE BUTTE (1962)
 AJ8168
 AJ8168                         *CURRENT SURVEY CONTROL
 AJ8168  ___________________________________________________________________
 AJ8168* NAD 83(2007)-  44 47 37.53650(N)    121 14 22.16345(W)     ADJUSTED  
 AJ8168* NAVD 88     -       487.2    (meters)    1598.     (feet)  GPS OBS   
 AJ8168  ___________________________________________________________________
 AJ8168  EPOCH DATE  -        2007.00
 AJ8168  X           -  -2,351,457.961 (meters)                     COMP
 AJ8168  Y           -  -3,876,686.033 (meters)                     COMP
 AJ8168  Z           -   4,471,440.815 (meters)                     COMP
 AJ8168  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 AJ8168  ELLIP HEIGHT-         465.531 (meters)          (02/10/07) ADJUSTED
 AJ8168  GEOID HEIGHT-         -21.67  (meters)                     GEOID03
 AJ8168
 AJ8168  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ8168  Type    PID    Designation                      North   East  Ellip
 AJ8168  -------------------------------------------------------------------
 AJ8168  NETWORK AJ8168 CURVES                            0.57   0.41   1.74
 AJ8168  -------------------------------------------------------------------
 AJ8168
 AJ8168.The horizontal coordinates were established by GPS observations
 AJ8168.and adjusted by the National Geodetic Survey in February 2007.
 AJ8168
 AJ8168.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ8168.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ8168.The horizontal coordinates are valid at the epoch date displayed above.
 AJ8168.The epoch date for horizontal control is a decimal equivalence
 AJ8168.of Year/Month/Day.
 AJ8168
 AJ8168.The orthometric height was determined by GPS observations and a
 AJ8168.high-resolution geoid model.
 AJ8168
 AJ8168.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8168
 AJ8168.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8168
 AJ8168.The ellipsoidal height was determined by GPS observations
 AJ8168.and is referenced to NAD 83.
 AJ8168
 AJ8168.The geoid height was determined by GEOID03.
 AJ8168
 AJ8168;                    North         East     Units Scale Factor Converg.
 AJ8168;SPC OR N     -   125,512.157 2,441,490.513   MT  0.99991588   -0 31 28.0
 AJ8168;SPC OR N     -   411,785.29  8,010,139.48   iFT  0.99991588   -0 31 28.0
 AJ8168;UTM  10      - 4,961,547.736   639,252.196   MT  0.99983845   +1 14 26.1
 AJ8168
 AJ8168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8168!SPC OR N     -   0.99992701  x   0.99991588  =   0.99984290
 AJ8168!UTM  10      -   0.99992701  x   0.99983845  =   0.99976548
 AJ8168
 AJ8168                          SUPERSEDED SURVEY CONTROL
 AJ8168
 AJ8168  NAD 83(1998)-  44 47 37.53528(N)    121 14 22.16359(W) AD(       ) B
 AJ8168  ELLIP H (02/26/02)  465.524  (m)                       GP(       ) 3 2
 AJ8168
 AJ8168.Superseded values are not recommended for survey control.
 AJ8168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8168.See file dsdata.txt to determine how the superseded data were derived.
 AJ8168
 AJ8168_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ3925261548(NAD 83)
 AJ8168_MARKER: DD = SURVEY DISK
 AJ8168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8168_STAMPING: CURVES
 AJ8168_MARK LOGO: BIA   
 AJ8168_PROJECTION: FLUSH
 AJ8168_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ8168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8168+STABILITY: SURFACE MOTION
 AJ8168_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8168+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2000
 AJ8168
 AJ8168  HISTORY     - Date     Condition        Report By
 AJ8168  HISTORY     - 20001010 MONUMENTED       BIA
 AJ8168
 AJ8168                          STATION DESCRIPTION
 AJ8168
 AJ8168'DESCRIBED BY BUREAU OF INDIAN AFFAIRS 2000 (TS)
 AJ8168'THE STATION IS LOCATED ABOUT IN 4.0 KM (2.5 MI) NORTH OF WARM SPRINGS,
 AJ8168'IN THE NE 1/4, S.13,
 AJ8168'T.9S., R.12 E., W.M.  OWNERSHIP -- WARM SPRINGS INDIAN RESERVATION.
 AJ8168' 
 AJ8168'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 26 AND BIA 3
 AJ8168'ROAD (AGENCY HOT
 AJ8168'SPRINGS ROAD) IN WARM SPRINGS, GO NORTHEASTERLY ON BIA 3 ROAD FOR 4.18
 AJ8168'KM (2.6 MI) TO THE
 AJ8168'JUNCTION OF THE DRY CREEK CEMETERY ROAD.  TURN LEFT, WEST, ON THE DRY
 AJ8168'CREEK CEMETARY
 AJ8168'ROAD FOR 0.16 KM (0.1 MI).  TURN RIGHT, CROSS COUNTRY FOR 61.7 M (200
 AJ8168'FT) TO STATION ON THE
 AJ8168'LEFT.
 AJ8168' 
 AJ8168'THE STATION IS A 5 CM (2 IN) DIAMETER ALUMINUM CAP SET IN A 20 CM (8
 AJ8168'IN) DIAMETER CONCRETE
 AJ8168'POST THAT IS FLUSH WITH THE GROUND.  IT IS 5.5 M (18.0 FT) EAST FROM A
 AJ8168'GREEN FENCE POST.
 AJ8168' 
 AJ8168'
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2597 ***********************************************************************
 QE2597  DESIGNATION -  CUSH
 QE2597  PID         -  QE2597
 QE2597  STATE/COUNTY-  OR/LANE
 QE2597  USGS QUAD   -  MERCER LAKE (1984)
 QE2597
 QE2597                         *CURRENT SURVEY CONTROL
 QE2597  ___________________________________________________________________
 QE2597* NAD 83(1991)-  44 01 24.59096(N)    124 00 25.14044(W)     ADJUSTED  
 QE2597* NAVD 88     -       270.6    (meters)     888.     (feet)  VERTCON   
 QE2597  ___________________________________________________________________
 QE2597  LAPLACE CORR-          11.31  (seconds)                    DEFLEC99
 QE2597  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 QE2597  HORZ ORDER  -  SECOND
 QE2597
 QE2597.The horizontal coordinates were established by classical geodetic methods
 QE2597.and adjusted by the National Geodetic Survey in October 1991.
 QE2597
 QE2597.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE2597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE2597
 QE2597.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2597
 QE2597.The geoid height was determined by GEOID03.
 QE2597
 QE2597;                    North         East     Units Scale Factor Converg.
 QE2597;SPC OR S     -   267,700.824 1,218,909.708   MT  1.00000606   -2 23 57.5
 QE2597;SPC OR S     -   878,283.54  3,999,047.60   iFT  1.00000606   -2 23 57.5
 QE2597;UTM  10      - 4,874,975.532   419,297.718   MT  0.99968010   -0 41 59.4
 QE2597
 QE2597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2597!SPC OR S     -   0.99996135  x   1.00000606  =   0.99996741
 QE2597!UTM  10      -   0.99996135  x   0.99968010  =   0.99964147
 QE2597
 QE2597:                Primary Azimuth Mark                     Grid Az
 QE2597:SPC OR S     -  CUSH AZ MK                               133 50 07.3
 QE2597:UTM  10      -  CUSH AZ MK                               132 08 09.2
 QE2597
 QE2597|---------------------------------------------------------------------|
 QE2597| PID    Reference Object                     Distance      Geod. Az  |
 QE2597|                                                           dddmmss.s |
 QE2597| CE1389 CUSH AZ MK                                         1312609.8 |
 QE2597| CE1391 CUSH RM 2                             6.765 METERS 16044     |
 QE2597| OA1077 BONNEVILLE PWR POLE 10 4 A          APPROX. 4.2 KM 1820108.5 |
 QE2597| OA1076 BONNEVILLE PWR POLE 10 4 B          APPROX. 4.2 KM 1820402.5 |
 QE2597| CE1390 CUSH RM 1                             6.209 METERS 26601     |
 QE2597|---------------------------------------------------------------------|
 QE2597
 QE2597                          SUPERSEDED SURVEY CONTROL
 QE2597
 QE2597  NAD 83(1986)-  44 01 24.60108(N)    124 00 25.19260(W) AD(       ) 2
 QE2597  NAD 27      -  44 01 25.15800(N)    124 00 20.77300(W) AD(       ) 2
 QE2597  NGVD 29 (07/19/86)  269.5    (m)          884.     (f) VERT ANG    3  
 QE2597
 QE2597.Superseded values are not recommended for survey control.
 QE2597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2597.See file dsdata.txt to determine how the superseded data were derived.
 QE2597
 QE2597_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP1929874976(NAD 83)
 QE2597_MARKER: Z = SEE DESCRIPTION
 QE2597_SETTING: 0 = UNSPECIFIED SETTING
 QE2597
 QE2597  HISTORY     - Date     Condition        Report By
 QE2597  HISTORY     - 1956     MONUMENTED       CGS
 QE2597
 QE2597                          STATION DESCRIPTION
 QE2597
 QE2597'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 QE2597'THE STATION IS LOCATED ON THE SUMMIT OF A HIGH WOODED HILL, NEAR
 QE2597'THE NORTH EDGE OF A LOGGED OFF AREA.  IT IS ABOUT 8 MILES NORTHEAST
 QE2597'OF FLORENCE, ABOUT 3 MILES NORTHEAST OF CUSHMAN, AND ABOUT 1 MILE
 QE2597'NORTH OF THE SIUSLAW RIVER.
 QE2597'
 QE2597'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 101 AND STATE HIGHWAY
 QE2597'36 IN NORTH FLORENCE, GO EASTERLY ON HIGHWAY 36 FOR 6.3 MILES TO
 QE2597'A GRAVEL SIDE ROAD LEFT AT A POWER POLE BEARING THE SIGN
 QE2597'7-6-8-2.  TURN LEFT, UP HILL AND ACROSS RAILROAD TRACKS, KEEPING
 QE2597'TO THE RIGHT OF TWO HOUSES, AND FOLLOW STEEP WOODS ROAD NORTHWEST
 QE2597'FOR 0.5 MILE TO A FORK.  KEEP LEFT AND CONTINUE NORTHWEST FOR
 QE2597'0.3 MILE TO A FORK (THE AZIMUTH MARK IS 0.05 MILE UP THE RIGHT
 QE2597'HAND ROAD).  KEEP LEFT AND CONTINUE NORTHWEST FOR 0.05 MILE TO
 QE2597'THE END OF TRUCK TRAVEL.  FROM HERE, PACK NORTHWEST UP DIM
 QE2597'TRAIL FOR ABOUT 10 MINUTES TO HIGHEST VISIBLE POINT AND
 QE2597'STATION.
 QE2597'
 QE2597'THE STATION MARK, STAMPED CUSH 1956, IS A STANDARD BRONZE DISK
 QE2597'BRAZED TO THE TOP OF A 2-INCH SOIL PIPE WHICH PROJECTS 12 INCHES.
 QE2597'
 QE2597'REFERENCE MARK 1, STAMPED CUSH NO 1 1956, IS A STANDARD BRONZE
 QE2597'DISK BRAZED TO THE TOP OF A 2-INCH SOIL PIPE WHICH PROJECTS 12
 QE2597'INCHES.  IT IS ABOUT 2 FEET LOWER THAN THE STATION.
 QE2597'
 QE2597'REFERENCE MARK 2, STAMPED CUSH NO 2 1956, IS A STANDARD BRONZE
 QE2597'DISK BRAZED TO THE TOP OF A 2-INCH SOIL PIPE WHICH PROJECTS 8
 QE2597'INCHES.  IT IS ABOUT 3 FEET LOWER THAN THE STATION.
 QE2597'
 QE2597'THE AZIMUTH MARK, STAMPED CUSH 1956, IS A STANDARD BRONZE DISK
 QE2597'BRAZED TO THE TOP OF A 2-INCH SOIL PIPE WHICH PROJECTS 12
 QE2597'INCHES.  IT IS ABOUT 100 FEET SOUTHWEST OF THE TOP OF A LOW HILL,
 QE2597'10 FEET SOUTHEAST OF THE CENTERLINE OF A LOGGING ROAD, AND 2 FEET
 QE2597'WEST OF A WHITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2516 ***********************************************************************
 RD2516  DESIGNATION -  CUSHING
 RD2516  PID         -  RD2516
 RD2516  STATE/COUNTY-  OR/CLACKAMAS
 RD2516  USGS QUAD   -  CANBY (1985)
 RD2516
 RD2516                         *CURRENT SURVEY CONTROL
 RD2516  ___________________________________________________________________
 RD2516* NAD 83(1991)-  45 17 25.29939(N)    122 37 45.84813(W)     ADJUSTED  
 RD2516* NAVD 88     -        97.     (meters)     318.     (feet)  SCALED    
 RD2516  ___________________________________________________________________
 RD2516  LAPLACE CORR-           1.55  (seconds)                    DEFLEC99
 RD2516  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 RD2516  HORZ ORDER  -  SECOND
 RD2516
 RD2516.The horizontal coordinates were established by classical geodetic methods
 RD2516.and adjusted by the National Geodetic Survey in October 1991.
 RD2516
 RD2516.The orthometric height was scaled from a topographic map.
 RD2516
 RD2516.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2516
 RD2516.The geoid height was determined by GEOID03.
 RD2516
 RD2516;                    North         East     Units Scale Factor Converg.
 RD2516;SPC OR N     -   182,628.472 2,332,990.112   MT  0.99989683   -1 30 36.5
 RD2516;SPC OR N     -   599,174.78  7,654,167.03   iFT  0.99989683   -1 30 36.5
 RD2516;UTM  10      - 5,015,273.438   529,060.866   MT  0.99961038   +0 15 48.2
 RD2516
 RD2516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2516!SPC OR N     -   0.99998837  x   0.99989683  =   0.99988520
 RD2516!UTM  10      -   0.99998837  x   0.99961038  =   0.99959875
 RD2516
 RD2516|---------------------------------------------------------------------|
 RD2516| PID    Reference Object                     Distance      Geod. Az  |
 RD2516|                                                           dddmmss.s |
 RD2516| CE2473 CUSHING RM 1                                       06500     |
 RD2516| CE2472 CUSHING AZ MK                                      1843856.3 |
 RD2516| CE2474 CUSHING RM 2                                       21107     |
 RD2516|---------------------------------------------------------------------|
 RD2516
 RD2516                          SUPERSEDED SURVEY CONTROL
 RD2516
 RD2516  NAD 83(1986)-  45 17 25.31951(N)    122 37 45.85714(W) AD(       ) 2
 RD2516  NAD 27      -  45 17 25.88380(N)    122 37 41.53053(W) AD(       ) 2
 RD2516
 RD2516.Superseded values are not recommended for survey control.
 RD2516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2516.See file dsdata.txt to determine how the superseded data were derived.
 RD2516
 RD2516_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER2906115273(NAD 83)
 RD2516_MARKER: Z = SEE DESCRIPTION
 RD2516_SETTING: 0 = UNSPECIFIED SETTING
 RD2516
 RD2516  HISTORY     - Date     Condition        Report By
 RD2516  HISTORY     - 1946     MONUMENTED       CGS
 RD2516  HISTORY     - 1960     SEE DESCRIPTION  CGS
 RD2516
 RD2516                          STATION DESCRIPTION
 RD2516
 RD2516'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 RD2516'STATION IS LOCATED ABOUT 3.5 MILES NE OF CANBY, 4.5 MILES SSW OF
 RD2516'OREGON CITY, AND 0.4 MILE S OF THE CENTRAL POINT SCHOOL, ON THE
 RD2516'PROPERTY OF G.J. CUSHING.  IT IS 17 FEET N OF THE CENTER LINE OF A
 RD2516'PRIVATE DRIVEWAY, 14 FEET E OF A PLUM TREE, AND ABOUT 125 FEET E
 RD2516'OF THE FARM HOME.
 RD2516'
 RD2516'STATION MARK IS A BRONZE STATION DISK SET IN CONCRETE, STAMPED
 RD2516'CUSHING 1946 AND PROJECTS 5 INCHES.  UNDERGROUND MARK IS A BRONZE
 RD2516'STATION DISK SET IN CONCRETE.
 RD2516'
 RD2516'REFERENCE MARK 1 IS ENE OF THE STATION, 9 FEET W OF A FENCE, AND
 RD2516'25 FEET E OF A 24-INCH FIR TREE.  IT IS A BRONZE REFERENCE DISK
 RD2516'SET IN A BOULDER, STAMPED CUSHING NO 1 1946 AND FLUSH WITH THE
 RD2516'GROUND.  IT IS ABOUT 3 FEET HIGHER THAN THE STATION.
 RD2516'
 RD2516'REFERENCE MARK 2 IS SSW OF THE STATION, 5.5 FEET NW OF A WIRE
 RD2516'FENCE, AND 20 FEET S OF THE CENTER LINE OF A PRIVATE DRIVEWAY.  IT
 RD2516'IS A BRONZE REFERENCE DISK SET IN CONCRETE, STAMPED CUSHING NO 2
 RD2516'1946 AND PROJECTS 3 INCHES.  IT IS 3 FEET LOWER THAN THE STATION.
 RD2516'
 RD2516'THE AZIMUTH MARK IS S OF THE STATION, 3 FEET NE OF A POWER POLE,
 RD2516'5 FEET E OF A FENCE LINE, 28 FEET FROM THE CENTER LINE OF A GRAVEL
 RD2516'ROAD, AND 60 FEET S OF A FARM LANE.  IT IS A BRONZE AZIMUTH DISK
 RD2516'SET IN CONCRETE, STAMPED CUSHING 1946 AND PROJECTS 3 INCHES.
 RD2516'
 RD2516'TO REACH THE STATION FROM THE EVERSOLE GARAGE AT THE CAUTION
 RD2516'LIGHT IN CANBY, GO N ON U.S. HIGHWAY 99E FOR 0.9 MILE TO MILEPOST
 RD2516'22.  TAKE RIGHT FORK, LEAVING HIGHWAY 99E, AND GO 0.75 MILE TO A
 RD2516'GRAVEL ROAD N OF A FILLING STATION.  TURN RIGHT FOR 1.55 MILES TO
 RD2516'THE HARDSCRABBLE ROAD, TURN LEFT 1.0 MILE TO THE AZIMUTH MARK ON
 RD2516'THE LEFT, CONTINUE 0.4 MILE TO THE DRIVE IN THE ENTRANCE OF THE
 RD2516'G.J. CUSHING HOME, TURN RIGHT 0.1 MILE AND THE STATION ON THE
 RD2516'LEFT.
 RD2516
 RD2516                          STATION RECOVERY (1960)
 RD2516
 RD2516'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FN)
 RD2516'STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND IN GOOD
 RD2516'CONDITION.
 RD2516'
 RD2516'REACHED FROM THE MAIN CROSS STREET IN CANBY AT THE SIGNAL LIGHT
 RD2516'ON U.S. HIGHWAY 99E, GO NORTHEAST ON U.S. HIGHWAY 99E FOR 0.7 MILE
 RD2516'TO AN UNDERPASS UNDER THE PRIVATE ROAD OF THE CROWN PAPER COMPANY
 RD2516'ROAD, CONTINUE AHEAD ON U.S. HIGHWAY 99E FOR 0.1 MILE TO A Y FORK,
 RD2516'LEAVE U.S. HIGHWAY 99E, KEEP RIGHT GO NORTHEAST FOR 0.8 MILE TO A
 RD2516'DOUBLE FORK OF THE ROADS AT O NEIL CORNERS, TAKE NORTH ONE OF
 RD2516'THE TWO FORKS AND FOLLOW BRAMER ROAD EAST FOR 1.6 MILE TO A T
 RD2516'ROAD, TURN LEFT ON HARDSCRABBLE ROAD, GO 1.3 MILES TO A FARM
 RD2516'LANE ON THE RIGHT, GO EAST ON THE FARM ROAD TO MR. CUSHINGS FARM
 RD2516'HOME FOR ABOUT 0.1 MILE TO WHERE THE ROAD TURNS TO THE LEFT TO THE
 RD2516'HOUSE AND TO THE RIGHT TO THE BARN.  THE STATION MARK IS JUST
 RD2516'AT THE EAST EDGE OF THE ROAD AT THIS TURN.  IT PROJECTS ABOUT
 RD2516'6-INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0355 ***********************************************************************
 NW0355  DESIGNATION -  CUT
 NW0355  PID         -  NW0355
 NW0355  STATE/COUNTY-  OR/MALHEUR
 NW0355  USGS QUAD   -  BURNS JUNCTION (1972)
 NW0355
 NW0355                         *CURRENT SURVEY CONTROL
 NW0355  ___________________________________________________________________
 NW0355* NAD 83(1991)-  42 46 33.04785(N)    117 48 21.50916(W)     ADJUSTED  
 NW0355* NAVD 88     -      1177.6    (meters)    3864.     (feet)  VERTCON   
 NW0355  ___________________________________________________________________
 NW0355  LAPLACE CORR-           2.04  (seconds)                    DEFLEC99
 NW0355  GEOID HEIGHT-         -18.27  (meters)                     GEOID03
 NW0355  HORZ ORDER  -  SECOND
 NW0355
 NW0355.The horizontal coordinates were established by classical geodetic methods
 NW0355.and adjusted by the National Geodetic Survey in October 1991.
 NW0355
 NW0355.The NAVD 88 height was computed by applying the VERTCON shift value to
 NW0355.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NW0355
 NW0355.The Laplace correction was computed from DEFLEC99 derived deflections.
 NW0355
 NW0355.The geoid height was determined by GEOID03.
 NW0355
 NW0355;                    North         East     Units Scale Factor Converg.
 NW0355;SPC OR S     -   126,756.113 1,720,414.160   MT  0.99991796   +1 50 35.2
 NW0355;SPC OR S     -   415,866.51  5,644,403.41   iFT  0.99991796   +1 50 35.2
 NW0355;UTM  11      - 4,736,238.379   434,067.856   MT  0.99965348   -0 32 50.6
 NW0355
 NW0355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NW0355!SPC OR S     -   0.99981821  x   0.99991796  =   0.99973619
 NW0355!UTM  11      -   0.99981821  x   0.99965348  =   0.99947175
 NW0355
 NW0355:                Primary Azimuth Mark                     Grid Az
 NW0355:SPC OR S     -  SAND                                     059 49 05.3
 NW0355:UTM  11      -  SAND                                     062 12 31.1
 NW0355
 NW0355|---------------------------------------------------------------------|
 NW0355| PID    Reference Object                     Distance      Geod. Az  |
 NW0355|                                                           dddmmss.s |
 NW0355| NW0348 SAND                                APPROX. 9.2 KM 0613940.5 |
 NW0355| CD6335 CUT RM 1                              8.802 METERS 06406     |
 NW0355| CD6336 CUT RM 2                             16.898 METERS 15913     |
 NW0355|---------------------------------------------------------------------|
 NW0355
 NW0355                          SUPERSEDED SURVEY CONTROL
 NW0355
 NW0355  NAD 83(1986)-  42 46 33.05277(N)    117 48 21.50907(W) AD(       ) 2
 NW0355  NAD 27      -  42 46 33.48207(N)    117 48 17.93654(W) AD(       ) 2
 NW0355  NGVD 29 (07/19/86) 1176.6    (m)         3860.     (f) VERT ANG    3  
 NW0355
 NW0355.Superseded values are not recommended for survey control.
 NW0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0355.See file dsdata.txt to determine how the superseded data were derived.
 NW0355
 NW0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH3406836238(NAD 83)
 NW0355_MARKER: DD = SURVEY DISK
 NW0355_SETTING: 80 = SET IN A BOULDER
 NW0355_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 NW0355
 NW0355  HISTORY     - Date     Condition        Report By
 NW0355  HISTORY     - 1972     MONUMENTED       USGS
 NW0355
 NW0355                          STATION DESCRIPTION
 NW0355
 NW0355'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 NW0355'LOCATED ABOUT 40.3 MI WSW. OF JORDAN VALLEY, 9.5 MI WSW. OF ROME,
 NW0355'2.9 MI E. OF BURNS JUNCTION, 0.12 MI SE. ACROSS COUNTRY FROM
 NW0355'POWER POLE M.A. 680, 300 FT S. OF U.S. HWY. 95.  ON HIGHEST POINT
 NW0355'OF SMALL KNOLL.
 NW0355'
 NW0355'TO REACH FROM BURNS JUNCTION, DRIVE E. ON U.S. HWY. 95 2.2 MI TO
 NW0355'POWER POLE M.A. 680 NEAR BEGINNING OF LONE RED CUT ON NORTHWEST
 NW0355'SIDE OF HWY.  TURN RIGHT (SE.) AND FOLLOW DIM TRACK TRAIL
 NW0355'CROSS-COUNTRY SE. 0.2 MI TO HIGHEST POINT OF SMALL KNOLL AND
 NW0355'STATION.
 NW0355'
 NW0355'STATION MARK--STANDARD BRASS TABLET STAMPED---CUT 1972---, CEMENTED
 NW0355'IN DRILL HOLE IN BOULDER.
 NW0355'
 NW0355'RM 1--STANDARD RM TABLET STAMPED---CUT NO 1 1972---, CEMENTED IN
 NW0355'DRILL HOLE IN BOULDER, 0.1 FT BELOW STATION MARK.
 NW0355'
 NW0355'RM 2--STANDARD RM TABLET STAMPED---CUT NO 2 1972---, CEMENTED IN
 NW0355'DRILL HOLE IN BOULDER, 0.6 FT BELOW STATION MARK.
 NW0355'
 NW0355'INSTRUMENT STAND 4.45 FT ABOVE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2330 ***********************************************************************
 QE2330  DESIGNATION -  CUT
 QE2330  PID         -  QE2330
 QE2330  STATE/COUNTY-  OR/LINCOLN
 QE2330  USGS QUAD   -  TOLEDO SOUTH (1984)
 QE2330
 QE2330                         *CURRENT SURVEY CONTROL
 QE2330  ___________________________________________________________________
 QE2330* NAD 83(1991)-  44 34 30.27266(N)    123 58 43.22908(W)     ADJUSTED  
 QE2330* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 QE2330  ___________________________________________________________________
 QE2330  LAPLACE CORR-          15.52  (seconds)                    DEFLEC99
 QE2330  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 QE2330  HORZ ORDER  -  THIRD
 QE2330
 QE2330.The horizontal coordinates were established by classical geodetic methods
 QE2330.and adjusted by the National Geodetic Survey in October 1991.
 QE2330
 QE2330.The orthometric height was scaled from a topographic map.
 QE2330
 QE2330.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2330
 QE2330.The geoid height was determined by GEOID03.
 QE2330
 QE2330;                    North         East     Units Scale Factor Converg.
 QE2330;SPC OR N     -   106,891.877 2,223,797.542   MT  0.99994789   -2 28 01.3
 QE2330;SPC OR N     -   350,695.13  7,295,923.69   iFT  0.99994789   -2 28 01.3
 QE2330;UTM  10      - 4,936,214.246   422,297.404   MT  0.99967425   -0 41 12.9
 QE2330
 QE2330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2330!SPC OR N     -   1.00000304  x   0.99994789  =   0.99995093
 QE2330!UTM  10      -   1.00000304  x   0.99967425  =   0.99967729
 QE2330
 QE2330:                Primary Azimuth Mark                     Grid Az
 QE2330:SPC OR N     -  SHELF                                    122 30 36.5
 QE2330:UTM  10      -  SHELF                                    120 43 48.1
 QE2330
 QE2330|---------------------------------------------------------------------|
 QE2330| PID    Reference Object                     Distance      Geod. Az  |
 QE2330|                                                           dddmmss.s |
 QE2330| QE2369 SHELF                               APPROX. 0.9 KM 1200235.2 |
 QE2330| QE2351 REAR RANGE 1                        APPROX. 0.5 KM 1492501.4 |
 QE2330| QE2339 FRONT RANGE 1                       APPROX. 0.5 KM 1515214.0 |
 QE2330| QE2338 CLAY                                457.330 METERS 1630700.7 |
 QE2330| QE2390 PILE                                APPROX. 0.5 KM 2161014.6 |
 QE2330|---------------------------------------------------------------------|
 QE2330
 QE2330                          SUPERSEDED SURVEY CONTROL
 QE2330
 QE2330  NAD 83(1986)-  44 34 30.31369(N)    123 58 43.29092(W) AD(       ) 3
 QE2330  NAD 27      -  44 34 30.91600(N)    123 58 38.90600(W) AD(       ) 3
 QE2330
 QE2330.Superseded values are not recommended for survey control.
 QE2330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2330.See file dsdata.txt to determine how the superseded data were derived.
 QE2330
 QE2330_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ2229736214(NAD 83)
 QE2330_MARKER: Z = SEE DESCRIPTION
 QE2330_SETTING: 0 = UNSPECIFIED SETTING
 QE2330_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE2330
 QE2330  HISTORY     - Date     Condition        Report By
 QE2330  HISTORY     - 1914     MONUMENTED       CGS
 QE2330  HISTORY     - 1953     SEE DESCRIPTION  CGS
 QE2330
 QE2330                          STATION DESCRIPTION
 QE2330
 QE2330'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (JWM)
 QE2330'STATION IS ON THE N SIDE OF THE BAY ABOUT 30 FEET ABOVE HIGH
 QE2330'WATER, BETWEEN THE RAILROAD CUT AND THE BAY.
 QE2330'
 QE2330'THE STATION IS MARKED BY A BOTTLE SET 3 FEET BELOW THE SURFACE,
 QE2330'AND AT THE SURFACE BY A STANDARD DISK SET IN A CYLINDRICAL BED
 QE2330'OF CONCRETE 8 INCHES IN DIAMETER BY 2 FEET DEEP.
 QE2330'
 QE2330'THE REFERENCE MARK IS A STANDARD DISK SET IN CONCRETE, 3.05
 QE2330'METERS N OF THE STATION (MAGNETIC).
 QE2330
 QE2330                          STATION RECOVERY (1953)
 QE2330
 QE2330'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (FAR)
 QE2330'THE RAILROAD HAS BEEN REPLACED BY A DIRT ROAD, AND THERE IS NO
 QE2330'HIGH GROUND BETWEEN THE ROAD AND THE BAY.  IT IS RECOMMENDED THAT
 QE2330'THE STATION BE CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1438 ***********************************************************************
 SC1438  DESIGNATION -  CUT 1913
 SC1438  PID         -  SC1438
 SC1438  STATE/COUNTY-  OR/COLUMBIA
 SC1438  USGS QUAD   -  RAINIER (1990)
 SC1438
 SC1438                         *CURRENT SURVEY CONTROL
 SC1438  ___________________________________________________________________
 SC1438* NAD 83(1991)-  46 04 02.08065(N)    122 53 44.63834(W)     ADJUSTED  
 SC1438* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 SC1438  ___________________________________________________________________
 SC1438  LAPLACE CORR-          -4.09  (seconds)                    DEFLEC99
 SC1438  GEOID HEIGHT-         -21.66  (meters)                     GEOID03
 SC1438  HORZ ORDER  -  THIRD
 SC1438
 SC1438.The horizontal coordinates were established by classical geodetic methods
 SC1438.and adjusted by the National Geodetic Survey in October 1991.
 SC1438
 SC1438.The orthometric height was scaled from a topographic map.
 SC1438
 SC1438.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1438
 SC1438.The geoid height was determined by GEOID03.
 SC1438
 SC1438;                    North         East     Units Scale Factor Converg.
 SC1438;SPC OR N     -   269,517.243 2,314,667.435   MT  1.00001780   -1 41 56.5
 SC1438;SPC OR N     -   884,242.92  7,594,053.26   iFT  1.00001780   -1 41 56.5
 SC1438;SPC WA S     -    84,388.715   314,680.375   MT  0.99995518   -1 44 24.9
 SC1438;SPC WA S     -   276,865.31  1,032,413.86   sFT  0.99995518   -1 44 24.9
 SC1438;UTM  10      - 5,101,524.159   508,063.859   MT  0.99960080   +0 04 30.3
 SC1438
 SC1438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1438!SPC OR N     -   1.00000230  x   1.00001780  =   1.00002010
 SC1438!SPC WA S     -   1.00000230  x   0.99995518  =   0.99995748
 SC1438!UTM  10      -   1.00000230  x   0.99960080  =   0.99960310
 SC1438
 SC1438:                Primary Azimuth Mark                     Grid Az
 SC1438:SPC OR N     -  COTTON                                   074 30 09.7
 SC1438:SPC WA S     -  COTTON                                   074 32 38.1
 SC1438:UTM  10      -  COTTON                                   072 43 42.9
 SC1438
 SC1438|---------------------------------------------------------------------|
 SC1438| PID    Reference Object                     Distance      Geod. Az  |
 SC1438|                                                           dddmmss.s |
 SC1438| SC1489 COTTON                              APPROX. 1.2 KM 0724813.2 |
 SC1438| SC1478 COTTONWOOD IS UP AND LOW F LT       APPROX. 0.8 KM 0842552.4 |
 SC1438| SC1488 COTTONWOOD IS LOWER REAR LT         APPROX. 1.2 KM 1022108.3 |
 SC1438| SC1405 SMALL HOUSE ON SHORE PIPE           APPROX. 3.8 KM 3401845.9 |
 SC1438|---------------------------------------------------------------------|
 SC1438
 SC1438                          SUPERSEDED SURVEY CONTROL
 SC1438
 SC1438  NAD 83(1986)-  46 04 02.09671(N)    122 53 44.63399(W) AD(       ) 3
 SC1438  NAD 27      -  46 04 02.68784(N)    122 53 40.24202(W) AD(       ) 3
 SC1438
 SC1438.Superseded values are not recommended for survey control.
 SC1438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1438.See file dsdata.txt to determine how the superseded data were derived.
 SC1438
 SC1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES0806401524(NAD 83)
 SC1438_MARKER: DS = TRIANGULATION STATION DISK
 SC1438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC1438_STAMPING: CUT 1913
 SC1438_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC1438
 SC1438  HISTORY     - Date     Condition        Report By
 SC1438  HISTORY     - 1913     MONUMENTED       CGS
 SC1438  HISTORY     - 1934     SEE DESCRIPTION  ORGS
 SC1438  HISTORY     - 1980     GOOD             NGS
 SC1438
 SC1438                          STATION DESCRIPTION
 SC1438
 SC1438'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (EBL)
 SC1438'STATION IS ABOUT 1 MILE NW OF PRESCOTT, ON A ROUNDED POINT
 SC1438'BETWEEN THE TRACKS OF THE SPOKANE, PORTLAND AND SEATTLE
 SC1438'RAILWAY AND THE COLUMBIA RIVER.  AT THE FOURTH RAIL NW OF THE
 SC1438'BEGINNING OF THE CURVE IN THE TRACK.  THE STATION IS MARKED BY A
 SC1438'STANDARD DISK STATION MARK SET IN A CONCRETE PIER IN LOOSE ROCK
 SC1438'ABOUT 1 FOOT DEEP.  THE REFERENCE MARK IS A CROSS CUT IN STONE
 SC1438'WITH THE LONGER ARM POINTING TO THE STATION.
 SC1438
 SC1438                          STATION RECOVERY (1934)
 SC1438
 SC1438'RECOVERY NOTE BY OREGON GEODETIC SURVEY 1934
 SC1438'STATION IS ABOUT 1 MILE NW OF PRESCOTT, ON ROUNDED POINT
 SC1438'BETWEEN THE SPOKANE, PORTLAND AND SEATTLE RAILWAY AND COLUMBIA
 SC1438'RIVER.  IT IS ABOUT 100 FEET NW OF THE S END OF A CURVE AND ABOUT
 SC1438'300 FEET NW OF A TRACK-WALKERS SHANTY.
 SC1438'
 SC1438'STATION IS MARKED BY STANDARD DISK IN A CONCRETE PIER IN LOOSE
 SC1438'ROCK ABOUT 1 FOOT DEEP.
 SC1438'
 SC1438'A REFERENCE MARK CONSISTING OF A CROSS CUT IN ROCK WITH LONGER
 SC1438'ARM POINTING TO STATION IS 12.17 METERS (39.93 FEET) FROM STATION
 SC1438'IN AZIMUTH 252 DEG 48 MIN 10 SEC.
 SC1438'
 SC1438'THE STATION MAY BE REACHED BY TRAIL WHICH LEAVES THE COLUMBIA
 SC1438'RIVER HIGHWAY AT A POINT ABOUT 250 FEET N OF THE SUMMIT JUST N OF
 SC1438'LITTLE JACK FALLS AND FOLLOWS DOWN THE S SIDE OF A SMALL RAVINE.
 SC1438
 SC1438                          STATION RECOVERY (1980)
 SC1438
 SC1438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 SC1438'THE STATION WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARK 1 WAS
 SC1438'SEARCHED FOR BUT NOT FOUND.  IT MIGHT STILL BE IN PLACE BUT COVERED BY
 SC1438'MOSS.  REFERENCE MARKS 2 AND 3 WERE ESTABLISHED AT THIS TIME.
 SC1438'
 SC1438'THE STATION IS LOCATED ON THE SOUTH SIDE OF THE COLUMBIA RIVER, ABOUT
 SC1438'3 MILE SE OF RAINIER AND 1 MILE NORTHWEST OF PRESCOTT, AND BETWEEN
 SC1438'THE RAILROAD AND THE RIVER.
 SC1438'
 SC1438'TO REACH THE STATION FROM THE CITY HALL IN RAINIER, GO EAST AND SOUTH
 SC1438'ON HIGHWAY 30 FOR 3.1 MILES TO A TURNOUT ON THE RIGHT AND MILE POST
 SC1438'44 ON THE LEFT.  PARK TRUCK AND FOLLOW TRAIL DOWN TO RAILROAD TRACKS,
 SC1438'THEN PACK NORTH FOLLOW TRACKS 800 METERS TO THE STATION ON THE RIGHT.
 SC1438'IT IS ABOUT A 15 MINUTE PACK.
 SC1438'
 SC1438'THE STATION IS A STANDARD US COAST AND GEODETIC SURVEY (NOW NOS) DISK
 SC1438'STAMPED---CUT 1913---SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 SC1438'20 CM (8 INCHES) ON SIDE FLUSH WITH THE GROUND LOCATED 12.2 METERS
 SC1438'(40 FEET) N FROM THE HIGHEST PART OF A 4 FT HIGH CUT, 5.33 METERS
 SC1438'(17.5 FEET) E FROM THE EAST RAIL OF THE RAILROAD TRACKS, 0.3 METER (1
 SC1438'FOOT) W FROM THE TOP EDGE OF THE RIVER BANK, AND 4.08 METERS (13.4
 SC1438'FEET) SSE FROM A METAL WITNESS POST.
 SC1438'
 SC1438'REFERENCE MARK NO. 2 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 SC1438'STAMPED---CUT 1913 NO 2 1980---SET INTO A DRILL HOLE IN A ROCK
 SC1438'LEDGE ABOUT 1-1/2 FEET ABOVE THE RR TRACKS AND LOCATED 8.8 METERS (29
 SC1438'FEET) WSW FROM A METAL WITNESS POST, 2.74 METERS (9.0 FEET) W FROM
 SC1438'THE WEST RAIL OF RAILROAD TRACKS, AND 0.9 METER (3 FEET) HIGHER THAN
 SC1438'THE STATION.
 SC1438'
 SC1438'REFERENCE MARK NO. 3 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 SC1438'STAMPED---CUT 1913 NO 3 1980---SET INTO THE TOP OF A PARTIALLY
 SC1438'EXPOSED BOULDER OF 0.6 METER (2 FEET) LARGEST DIMENSION LOCATED 3.7
 SC1438'METERS (12 FEET) E FROM THE EAST RAIL OF THE RAILROAD TRACK, 1.5
 SC1438'METERS (5 FEET) W FROM THE TOP EDGE OF THE BANK, 0.3 METER (1 FOOT) E
 SC1438'FROM A METAL WITNESS POST, AND 0.3 METER (1 FOOT) HIGHER THAN THE
 SC1438'STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1476 ***********************************************************************
 OA1476  DESIGNATION -  CUT CREEK
 OA1476  PID         -  OA1476
 OA1476  STATE/COUNTY-  OR/COOS
 OA1476  USGS QUAD   -  BULLARDS (1970)
 OA1476
 OA1476                         *CURRENT SURVEY CONTROL
 OA1476  ___________________________________________________________________
 OA1476* NAD 83(1991)-  43 10 28.23223(N)    124 23 41.12687(W)     ADJUSTED  
 OA1476* NAVD 88     -        47.     (meters)     154.     (feet)  SCALED    
 OA1476  ___________________________________________________________________
 OA1476  LAPLACE CORR-          13.91  (seconds)                    DEFLEC99
 OA1476  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 OA1476  HORZ ORDER  -  THIRD
 OA1476
 OA1476.The horizontal coordinates were established by classical geodetic methods
 OA1476.and adjusted by the National Geodetic Survey in October 1991.
 OA1476
 OA1476.The orthometric height was scaled from a topographic map.
 OA1476
 OA1476.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1476
 OA1476.The geoid height was determined by GEOID03.
 OA1476
 OA1476;                    North         East     Units Scale Factor Converg.
 OA1476;SPC OR S     -   174,856.275 1,183,465.452   MT  0.99989461   -2 39 52.5
 OA1476;SPC OR S     -   573,675.44  3,882,760.67   iFT  0.99989461   -2 39 52.5
 OA1476;UTM  10      - 4,781,138.204   386,637.143   MT  0.99975809   -0 57 15.9
 OA1476
 OA1476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1476!SPC OR S     -   0.99999679  x   0.99989461  =   0.99989140
 OA1476!UTM  10      -   0.99999679  x   0.99975809  =   0.99975488
 OA1476
 OA1476|---------------------------------------------------------------------|
 OA1476| PID    Reference Object                     Distance      Geod. Az  |
 OA1476|                                                           dddmmss.s |
 OA1476| CE1392 CUT CREEK RM 1                                     00647     |
 OA1476| CE1393 CUT CREEK RM 2                                     17757     |
 OA1476| OA1482 FERRY                               APPROX. 2.9 KM 1984730.2 |
 OA1476|---------------------------------------------------------------------|
 OA1476
 OA1476                          SUPERSEDED SURVEY CONTROL
 OA1476
 OA1476  NAD 83(1986)-  43 10 28.22034(N)    124 23 41.17407(W) AD(       ) 3
 OA1476  NAD 27      -  43 10 28.83700(N)    124 23 36.73200(W) AD(       ) 3
 OA1476
 OA1476.Superseded values are not recommended for survey control.
 OA1476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1476.See file dsdata.txt to determine how the superseded data were derived.
 OA1476
 OA1476_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN8663781138(NAD 83)
 OA1476_MARKER: Z = SEE DESCRIPTION
 OA1476_SETTING: 0 = UNSPECIFIED SETTING
 OA1476
 OA1476  HISTORY     - Date     Condition        Report By
 OA1476  HISTORY     - 1948     MONUMENTED       CGS
 OA1476  HISTORY     - 1971     SEE DESCRIPTION  NGS
 OA1476
 OA1476                          STATION DESCRIPTION
 OA1476
 OA1476'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RAE)
 OA1476'THE STATION IS LOCATED ON THE SAND DUNES ON THE SOUTH SIDE OF
 OA1476'CUT CREEK, ABOUT 0.7 MI. SOUTH OF THE POINT WHERE THE SAND DUNES
 OA1476'JOIN THE GRASSY AREA TO THE NORTH, 0.45 MI. DUE WEST OF THE WEST
 OA1476'SIDE OF THE NORTH END OF FAHYS LAKE, 0.7 MI. NORTHWEST OF A GROUP
 OA1476'OF FARM BUILDINGS, AND 0.4 MI. SOUTH OF AN OLD HOMESTEADERS CABIN
 OA1476'LOCATED IN THE FLAT AREA EAST OF THE DUNES.
 OA1476'
 OA1476'IT LIES ON THE TOP OF THE THIRD PROMINENT DUNE SOUTH OF THE
 OA1476'MOUTH OF CUT CREEK, IN, AND 5.2 M. SOUTH OF THE NORTH END OF A
 OA1476'GRASSY HUMMOCK.  THERE IS AN OUTCROP OF CONIFER BRUSH 80 M. NORTH
 OA1476'OF THE STATION, AND THE WOODS LINE (WHICH PARALLELS THE DUNES)
 OA1476'BREAKS SHARPLY TO THE EAST ABOUT 100 M. NORTH OF THE STATION.
 OA1476'
 OA1476'THE STATION IS A STANDARD TRIANGULATION DISK, STAMPED CUT CREEK,
 OA1476'1948, WELDED TO THE TOP OF A 2 IN GALVANIZED PIPE WHICH PROJECTS
 OA1476'6 IN ABOVE THE SURFACE OF THE DUNE.
 OA1476'
 OA1476'R.M. 1 IS A STANDARD REFERENCE MARK, STAMPED CUT CREEK NO. 1,
 OA1476'1948, WELDED TO THE TOP OF A 2 IN GALVANIZED IRON PIPE WHICH
 OA1476'PROJECTS ABOUT 1 FOOT ABOVE THE SURFACE OF THE DUNE.  THE MARK IS
 OA1476'NORTH OF THE STATION.
 OA1476'
 OA1476'R.M. 2 IS A STANDARD REFERENCE MARK, STAMPED CUT CREEK NO. 2,
 OA1476'1948, WELDED TO THE TOP OF A 2 IN GALVANIZED IRON PIPE WHICH
 OA1476'PROJECTS ABOUT 1 FOOT ABOVE THE SURFACE OF THE DUNE.  THE MARK IS
 OA1476'SOUTH OF THE STATION.
 OA1476'
 OA1476'TO REACH THE STATION FROM THE POST OFFICE IN BANDON, GO EAST FOR
 OA1476'0.2 MILE TO THE BANDON-BULLARD ROAD.  TURN LEFT AND GO 2.0 MI. TO
 OA1476'THE BULLARD FERRY.  CROSS THE FERRY AND GO 0.7 MI. TO A Y
 OA1476'INTERSECTION.  TAKE THE LEFT FORK (SEVEN DEVILS ROAD) AND GO
 OA1476'NORTH FOR 2.8 MI. TO A T ROAD WEST.  TURN LEFT AND GO 1 MILE TO
 OA1476'THE SITE OF ABANDONED GOLD DREDGING OPERATIONS.  LEAVE THE TRUCK
 OA1476'AND PACK WEST, ACROSS A SMALL DRAW FOR 0.1 MILE TO A FLAT
 OA1476'GRASSY AREA.  TURN SOUTH AND FOLLOW THE GRASSY AREA (KEEPING
 OA1476'EAST OF THE DUNES) TO A HOMESTEADERS CABIN.  AT THE CABIN, TURN
 OA1476'WEST, CLIMB THE DUNE AND THEN GO SOUTH FOR 0.3 MI. TO THE
 OA1476'STATION.  THE SAND IN THE AREA IS CONSTANTLY SHIFTING BUT THE
 OA1476'GRASSY HUMMOCK ON WHICH THE STATION IS LOCATED IS FAIRLY
 OA1476'SECURE.
 OA1476
 OA1476                          STATION RECOVERY (1971)
 OA1476
 OA1476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 OA1476'THE STATION MARK, AND REFERENCE MARKS WERE SEARCHED FOR BUT NOT
 OA1476'RECOVERED.  THE STATION MAY BE IN POSITION UNDER A GREAT DEPTH
 OA1476'OF SAND.  THE LANDMARKS HAVE BEEN DESTROYED, MAKING RECOVERY
 OA1476'VERY DIFFICULT.
 OA1476'
 OA1476'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OA1476'5 MILES NORTH OF BANDON.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2565 ***********************************************************************
 QE2565  DESIGNATION -  CUTOVER
 QE2565  PID         -  QE2565
 QE2565  STATE/COUNTY-  OR/LINCOLN
 QE2565  USGS QUAD   -  YACHATS (1984)
 QE2565
 QE2565                         *CURRENT SURVEY CONTROL
 QE2565  ___________________________________________________________________
 QE2565* NAD 83(1991)-  44 21 20.64950(N)    124 03 06.27322(W)     ADJUSTED  
 QE2565* NAVD 88     -       256.     (meters)     840.     (feet)  SCALED    
 QE2565  ___________________________________________________________________
 QE2565  LAPLACE CORR-          16.27  (seconds)                    DEFLEC99
 QE2565  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 QE2565  HORZ ORDER  -  THIRD
 QE2565
 QE2565.The horizontal coordinates were established by classical geodetic methods
 QE2565.and adjusted by the National Geodetic Survey in October 1991.
 QE2565
 QE2565.The orthometric height was scaled from a topographic map.
 QE2565
 QE2565.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2565
 QE2565.The geoid height was determined by GEOID03.
 QE2565
 QE2565;                    North         East     Units Scale Factor Converg.
 QE2565;SPC OR N     -    82,795.251 2,216,928.621   MT  0.99999443   -2 31 07.8
 QE2565;SPC OR N     -   271,637.96  7,273,387.86   iFT  0.99999443   -2 31 07.8
 QE2565;UTM  10      - 4,911,922.736   416,182.812   MT  0.99968640   -0 44 07.2
 QE2565
 QE2565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2565!SPC OR N     -   0.99996356  x   0.99999443  =   0.99995799
 QE2565!UTM  10      -   0.99996356  x   0.99968640  =   0.99964997
 QE2565
 QE2565:                Primary Azimuth Mark                     Grid Az
 QE2565:SPC OR N     -  SILVER                                   226 09 49.1
 QE2565:UTM  10      -  SILVER                                   224 22 48.5
 QE2565
 QE2565|---------------------------------------------------------------------|
 QE2565| PID    Reference Object                     Distance      Geod. Az  |
 QE2565|                                                           dddmmss.s |
 QE2565| QE2563 SILVER                              APPROX. 5.4 KM 2233841.3 |
 QE2565| CE1394 CUTOVER RM                            5.726 METERS 32113     |
 QE2565| QE2548 STUB                                APPROX. 5.8 KM 3342227.7 |
 QE2565|---------------------------------------------------------------------|
 QE2565
 QE2565                          SUPERSEDED SURVEY CONTROL
 QE2565
 QE2565  NAD 83(1986)-  44 21 20.66390(N)    124 03 06.33789(W) AD(       ) 3
 QE2565  NAD 27      -  44 21 21.21609(N)    124 03 01.95433(W) AD(       ) 3
 QE2565
 QE2565.Superseded values are not recommended for survey control.
 QE2565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2565.See file dsdata.txt to determine how the superseded data were derived.
 QE2565
 QE2565_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ1618311923(NAD 83)
 QE2565_MARKER: Z = SEE DESCRIPTION
 QE2565_SETTING: 0 = UNSPECIFIED SETTING
 QE2565
 QE2565  HISTORY     - Date     Condition        Report By
 QE2565  HISTORY     - 1927     MONUMENTED       CGS
 QE2565  HISTORY     - 1933     SEE DESCRIPTION  CGS
 QE2565
 QE2565                          STATION DESCRIPTION
 QE2565
 QE2565'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (GLB)
 QE2565'THIS STATION IS ON THE W EDGE OF THE TOP OF A LOGGED-OVER HILL,
 QE2565'ABOUT 2 MILES E BY N FROM THE MANERY LOGGING COMPANY CAMP, AND
 QE2565'ABOUT 5 MILES NE FROM YACHATS.  IT IS THE HIGHEST CUT-OVER HILL
 QE2565'IN THIS VICINITY.  A SPUR OF THE LOGGING ROAD RUNS ALONG THE BASE
 QE2565'OF THE HILL TO THE S.  THERE ARE TWO CUT-OVER HILLS ABOUT 1
 QE2565'MILE TO THE S ON WHICH THE TIMBER HAS BEEN LEFT ON THE TOP.  A
 QE2565'HILL TO THE W ABOUT 1/3 MILE AND SLIGHTLY LOWER HAS 13 GREEN
 QE2565'TREES LEFT ON THE N END.
 QE2565'
 QE2565'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 QE2565'IN DRILL HOLES IN BOULDERS ABOUT 1 FOOT SQUARE.
 QE2565
 QE2565                          STATION RECOVERY (1933)
 QE2565
 QE2565'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (LAM)
 QE2565'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 QE2565'
 QE2565'STATION IS LOCATED ABOUT 5 MILES, AIRLINE, S OF WALDPORT AND 2
 QE2565'MILES E OF THE OREGON COAST HIGHWAY, ON THE W EDGE OF THE TOP
 QE2565'OF A LOGGED-OVER HILL, WHICH IS THE HIGHEST CUT-OVER HILL IN
 QE2565'THE VICINITY.  A SPUR OF A LOGGING RAILROAD RUNS ALONG THE BASE
 QE2565'OF THE HILL TO THE S.  THERE ARE TWO CUT-OVER HILLS ABOUT 1 MILE
 QE2565'TO THE S ON WHICH TIMBER HAS BEEN LEFT AT THE TOPS.  A HILL, A
 QE2565'LITTLE LOWER, ABOUT 0.3 MILE W HAS 13 GREEN TREES ON THE N END.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0507 ***********************************************************************
 QE0507  DESIGNATION -  CUX
 QE0507  PID         -  QE0507
 QE0507  STATE/COUNTY-  OR/POLK
 QE0507  USGS QUAD   -  RICKREALL (1976)
 QE0507
 QE0507                         *CURRENT SURVEY CONTROL
 QE0507  ___________________________________________________________________
 QE0507* NAD 83(1986)-  44 55 40.     (N)    123 15 00.     (W)     SCALED    
 QE0507* NAVD 88     -        78.571  (meters)     257.78   (feet)  ADJUSTED  
 QE0507  ___________________________________________________________________
 QE0507  GEOID HEIGHT-         -22.28  (meters)                     GEOID03
 QE0507  DYNAMIC HT  -          78.569 (meters)     257.77  (feet)  COMP
 QE0507  MODELED GRAV-     980,595.7   (mgal)                       NAVD 88
 QE0507
 QE0507  VERT ORDER  -  FIRST     CLASS II
 QE0507
 QE0507.The horizontal coordinates were scaled from a topographic map and have
 QE0507.an estimated accuracy of +/- 6 seconds.
 QE0507
 QE0507.The orthometric height was determined by differential leveling
 QE0507.and adjusted in June 1991.
 QE0507
 QE0507.The geoid height was determined by GEOID03.
 QE0507
 QE0507.The dynamic height is computed by dividing the NAVD 88
 QE0507.geopotential number by the normal gravity value computed on the
 QE0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0507.degrees latitude (g = 980.6199 gals.).
 QE0507
 QE0507.The modeled gravity was interpolated from observed gravity values.
 QE0507
 QE0507;                    North         East    Units  Estimated Accuracy
 QE0507;SPC OR N     -   143,830.    2,282,960.      MT  (+/- 180 meters Scaled)
 QE0507
 QE0507                          SUPERSEDED SURVEY CONTROL
 QE0507
 QE0507  NGVD 29 (??/??/92)   77.543  (m)          254.41   (f) ADJ UNCH    1 2
 QE0507
 QE0507.Superseded values are not recommended for survey control.
 QE0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0507.See file dsdata.txt to determine how the superseded data were derived.
 QE0507
 QE0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ802749(NAD 83)
 QE0507_MARKER: DD = SURVEY DISK
 QE0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0507_STAMPING: CUX SOT 254 1936
 QE0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0507+STABILITY: SURFACE MOTION
 QE0507
 QE0507  HISTORY     - Date     Condition        Report By
 QE0507  HISTORY     - 1936     MONUMENTED       USE
 QE0507  HISTORY     - 1941     GOOD             NGS
 QE0507
 QE0507                          STATION DESCRIPTION
 QE0507
 QE0507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QE0507'1.1 MI W FROM RICKREALL.
 QE0507'MARK IS LOCATED ALONG SALEM-DALLAS HIGHWAY JUST SOUTHEAST OF A
 QE0507'FARMHOUSE, 188 FEET EAST OF DRIVE TO SOUTH, 33 FEET SOUTH OF HIGHWAY,
 QE0507'6 FEET WEST OF FENCE LINE, 6 FEET EAST OF DRIVE TO NORTH.  U.S.B.M.
 QE0507'WITNESS POST IS SET NEAR MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0332 ***********************************************************************
 QE0332  DESIGNATION -  CUZ
 QE0332  PID         -  QE0332
 QE0332  STATE/COUNTY-  OR/LINN
 QE0332  USGS QUAD   -  CRAWFORDSVILLE (1988)
 QE0332
 QE0332                         *CURRENT SURVEY CONTROL
 QE0332  ___________________________________________________________________
 QE0332* NAD 83(1986)-  44 20 11.     (N)    122 45 33.     (W)     SCALED    
 QE0332* NAVD 88     -       189.832  (meters)     622.81   (feet)  ADJUSTED  
 QE0332  ___________________________________________________________________
 QE0332  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 QE0332  DYNAMIC HT  -         189.802 (meters)     622.71  (feet)  COMP
 QE0332  MODELED GRAV-     980,453.5   (mgal)                       NAVD 88
 QE0332
 QE0332  VERT ORDER  -  SECOND    CLASS 0
 QE0332
 QE0332.The horizontal coordinates were scaled from a topographic map and have
 QE0332.an estimated accuracy of +/- 6 seconds.
 QE0332
 QE0332.The orthometric height was determined by differential leveling
 QE0332.and adjusted in June 1991.
 QE0332
 QE0332.The geoid height was determined by GEOID03.
 QE0332
 QE0332.The dynamic height is computed by dividing the NAVD 88
 QE0332.geopotential number by the normal gravity value computed on the
 QE0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0332.degrees latitude (g = 980.6199 gals.).
 QE0332
 QE0332.The modeled gravity was interpolated from observed gravity values.
 QE0332
 QE0332;                    North         East    Units  Estimated Accuracy
 QE0332;SPC OR N     -    76,940.    2,319,850.      MT  (+/- 180 meters Scaled)
 QE0332
 QE0332                          SUPERSEDED SURVEY CONTROL
 QE0332
 QE0332  NGVD 29 (??/??/92)  188.772  (m)          619.33   (f) ADJ UNCH    2 0
 QE0332
 QE0332.Superseded values are not recommended for survey control.
 QE0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0332.See file dsdata.txt to determine how the superseded data were derived.
 QE0332
 QE0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ191092(NAD 83)
 QE0332_MARKER: DD = SURVEY DISK
 QE0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0332_STAMPING: CUZ 1935
 QE0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0332+STABILITY: SURFACE MOTION
 QE0332
 QE0332  HISTORY     - Date     Condition        Report By
 QE0332  HISTORY     - 1935     MONUMENTED       USE
 QE0332  HISTORY     - 1943     GOOD             NGS
 QE0332  HISTORY     - 1984     MARK NOT FOUND   USGS
 QE0332
 QE0332                          STATION DESCRIPTION
 QE0332
 QE0332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QE0332'2.0 MI SE FROM HOLLEY.
 QE0332'THIS MARK IS ABOUT 0.3 MILE SOUTHWEST ALONG STATE HIGHWAY 228 AND 1.7
 QE0332'MILES EAST ALONG THE UPPER CALAPOOYA RIVER FROM THE POST OFFICE AT
 QE0332'HOLLEY, LINN COUNTY, 8.0 FEET NORTHWEST OF A ANGLE IN FENCE, 1-FOOT
 QE0332'SOUTHWEST OF A FENCE RUNNING SOUTHEAST-NORTHWEST, 81.0 FEET NORTHWEST
 QE0332'OF THE EXTENDED CENTER LINE OF A ROAD LEADING SOUTHWEST, 24.0 FEET
 QE0332'SOUTHEAST OF A TELEPHONE POLE, 31.0 FEET NORTHEAST OF THE CENTER LINE
 QE0332'OF THE ROAD, PROJECTING ABOUT 2-INCHES ABOVE THE GROUND, 2.0 FEET
 QE0332'SOUTHEAST OF A WHITE REFERENCE POST.
 QE0332
 QE0332                          STATION RECOVERY (1984)
 QE0332
 QE0332'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 QE0332'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AF8598 ***********************************************************************
 AF8598  DESIGNATION -  CVO C
 AF8598  PID         -  AF8598
 AF8598  STATE/COUNTY-  OR/BENTON
 AF8598  USGS QUAD   -  GREENBERRY (1975)
 AF8598
 AF8598                         *CURRENT SURVEY CONTROL
 AF8598  ___________________________________________________________________
 AF8598* NAD 83(2007)-  44 29 14.10417(N)    123 17 34.34938(W)     ADJUSTED  
 AF8598* NAVD 88     -        75.0    (meters)     246.     (feet)  GPS OBS   
 AF8598  ___________________________________________________________________
 AF8598  EPOCH DATE  -        2007.00
 AF8598  X           -  -2,501,828.645 (meters)                     COMP
 AF8598  Y           -  -3,809,702.475 (meters)                     COMP
 AF8598  Z           -   4,446,914.304 (meters)                     COMP
 AF8598  LAPLACE CORR-          -5.19  (seconds)                    DEFLEC99
 AF8598  ELLIP HEIGHT-          52.328 (meters)          (02/10/07) ADJUSTED
 AF8598  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 AF8598
 AF8598  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AF8598  Type    PID    Designation                      North   East  Ellip
 AF8598  -------------------------------------------------------------------
 AF8598  NETWORK AF8598 CVO C                             0.65   0.45   1.41
 AF8598  -------------------------------------------------------------------
 AF8598
 AF8598.The horizontal coordinates were established by GPS observations
 AF8598.and adjusted by the National Geodetic Survey in February 2007.
 AF8598
 AF8598.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AF8598.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AF8598.The horizontal coordinates are valid at the epoch date displayed above.
 AF8598.The epoch date for horizontal control is a decimal equivalence
 AF8598.of Year/Month/Day.
 AF8598
 AF8598.The orthometric height was determined by GPS observations and a
 AF8598.high-resolution geoid model.
 AF8598
 AF8598.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF8598
 AF8598.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8598
 AF8598.The ellipsoidal height was determined by GPS observations
 AF8598.and is referenced to NAD 83.
 AF8598
 AF8598.The geoid height was determined by GEOID03.
 AF8598
 AF8598;                    North         East     Units Scale Factor Converg.
 AF8598;SPC OR N     -    95,025.264 2,277,887.558   MT  0.99996479   -1 58 50.4
 AF8598;SPC OR N     -   311,762.68  7,473,384.38   iFT  0.99996479   -1 58 50.4
 AF8598;UTM  10      - 4,926,034.779   476,712.035   MT  0.99960667   -0 12 18.8
 AF8598
 AF8598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8598!SPC OR N     -   0.99999180  x   0.99996479  =   0.99995659
 AF8598!UTM  10      -   0.99999180  x   0.99960667  =   0.99959847
 AF8598
 AF8598                          SUPERSEDED SURVEY CONTROL
 AF8598
 AF8598  NAD 83(1991)-  44 29 14.10065(N)    123 17 34.35110(W) AD(       ) 3
 AF8598  ELLIP H (06/09/98)   52.369  (m)                       GP(       ) 3 2
 AF8598
 AF8598.Superseded values are not recommended for survey control.
 AF8598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8598.See file dsdata.txt to determine how the superseded data were derived.
 AF8598
 AF8598_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ7671226035(NAD 83)
 AF8598_MARKER: DT = TOPOGRAPHIC STATION DISK
 AF8598_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AF8598+WITH SETTING: PAVEMENT
 AF8598_SP_SET: CONCRETE SIGN BASE
 AF8598_STAMPING: CVO C
 AF8598_MARK LOGO: NOS   
 AF8598_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF8598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8598+STABILITY: SURFACE MOTION
 AF8598_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8598+SATELLITE: SATELLITE OBSERVATIONS - October 30, 1997
 AF8598
 AF8598  HISTORY     - Date     Condition        Report By
 AF8598  HISTORY     - UNK      MONUMENTED
 AF8598  HISTORY     - 19971030 GOOD             NGS
 AF8598
 AF8598                          STATION DESCRIPTION
 AF8598
 AF8598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AF8598'THE STATION IS LOCATED ABOUT 53.9 KM (33.50 MI) NORTH OF EUGENE, 22.5
 AF8598'KM (14.00 MI) SOUTHWEST OF ALBANY AND 8.0 KM (4.95 MI) SOUTH OF
 AF8598'CORVALLIS AT THE CORVALLIS MUNICIPAL AIRPORT.  OWNERSHIP CORVALLIS
 AF8598'MUNICIPAL AIRPORT.  JACK BARROW AIRPORT MANAGER, PUBLIC WORKS, PO BOX
 AF8598'1083, CORVALLIS, OR 97339.  PHONE 541-757-6916.  TO REACH THE STATION
 AF8598'FROM THE JUNCTION OF STATE HIGHWAY 34 AND STATE HIGHWAY 99W IN SOUTH
 AF8598'CORVALLIS, PROCEED SOUTH ON SH 99W FOR 5.3 KM (3.30 MI) TO AIRPORT
 AF8598'AVENUE ON THE RIGHT, TURN RIGHT AND GO WEST ON AIRPORT AVE FOR 1.21 KM
 AF8598'(0.75 MI) TO A DRIVEWAY LEADING SOUTH TO THE BERTEA AVIATION HANGAR,
 AF8598'TURN LEFT AND GO SOUTH ON DRIVEWAY FOR 0.5 KM (0.30 MI) TO A GATE IN A
 AF8598'CHAIN LINK FENCE AT THE NORTHWEST CORNER OF BERTEA AVIATION INC
 AF8598'HANGAR.  CONTINUE SOUTHWEST THROUGH THE GATE AND ACROSS THE RAMP AREA
 AF8598'FOR 0.2 KM (0.10 MI) TO THE JUNCTION WITH TAXIWAY A.  TURN LEFT AND GO
 AF8598'EAST ON TAXIWAY A FOR 0.16 KM (0.10 MI) TO THE INTERSECTION WITH
 AF8598'TAXIWAY B.  TURN RIGHT AND GO SOUTH THEN SOUTHWEST ON TAXIWAY B FOR
 AF8598'0.8 KM (0.50 MI) TO A CURVE IN THE TAXIWAY.  TURN LEFT AND CONTINUE ON
 AF8598'TAXIWAY B FOR 1.13 KM (0.70 MI) TO THE END OF TAXIWAY B AND CONNECTING
 AF8598'TAXIWAY B5 ON THE RIGHT.  TURN RIGHT AND GO WEST ON CONNECTING TAXIWAY
 AF8598'B5 FOR 20 M (65.6 FT) TO THE STATION ON THE LEFT. THE STATION IS A
 AF8598'STANDARD TOPOGRAPHIC STATION DISK SET IN THE CONCRETE BASE FOR A SIGN
 AF8598'INDICATING RUNWAY 35 AND TAXIWAY B5.  IT IS LOCATED 76.0 M (249.3 FT)
 AF8598'EAST OF THE CENTERLINE END OF RUNWAY 35, 46.2 M (151.6 FT) WEST OF THE
 AF8598'EXTENDED CENTERLINE OF TAXIWAY B, 13.9 M (45.6 FT) SOUTH OF THE
 AF8598'CENTERLINE OF TAXIWAY B5, 12.9 M (42.3 FT) EAST OF THE SOUTHEAST
 AF8598'CORNER OF A RECTANGULAR CONCRETE HANDHOLE, AND 0.15 NORTHEAST OF THE
 AF8598'SOUTWEST CORNER OF THE LOCATION SIGN FOUNDATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0026 ***********************************************************************
 NY0026  DESIGNATION -  CX 17
 NY0026  PID         -  NY0026
 NY0026  STATE/COUNTY-  OR/LAKE
 NY0026  USGS QUAD   -  COGLAN BUTTES SE (1966)
 NY0026
 NY0026                         *CURRENT SURVEY CONTROL
 NY0026  ___________________________________________________________________
 NY0026* NAD 83(1986)-  42 33 17.     (N)    120 15 15.     (W)     SCALED    
 NY0026* NAVD 88     -      1299.80   (+/-2cm)    4264.4    (feet)  VERTCON   
 NY0026  ___________________________________________________________________
 NY0026  GEOID HEIGHT-         -20.59  (meters)                     GEOID03
 NY0026  VERT ORDER  -  THIRD (See Below)
 NY0026
 NY0026.The horizontal coordinates were scaled from a topographic map and have
 NY0026.an estimated accuracy of +/- 6 seconds.
 NY0026
 NY0026.The NAVD 88 height was computed by applying the VERTCON shift value to
 NY0026.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NY0026.The vertical order pertains to the NGVD 29 superseded value.
 NY0026
 NY0026.The geoid height was determined by GEOID03.
 NY0026
 NY0026;                    North         East    Units  Estimated Accuracy
 NY0026;SPC OR S     -    98,680.    1,520,190.      MT  (+/- 180 meters Scaled)
 NY0026
 NY0026                          SUPERSEDED SURVEY CONTROL
 NY0026
 NY0026  NGVD 29 (??/??/??) 1298.64   (m)         4260.6    (f) RESET       3  
 NY0026
 NY0026.Superseded values are not recommended for survey control.
 NY0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0026.See file dsdata.txt to determine how the superseded data were derived.
 NY0026
 NY0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGN254150(NAD 83)
 NY0026_MARKER: Q = CHISELED SQUARE
 NY0026_SETTING: 66 = SET IN ROCK OUTCROP
 NY0026_SP_SET: BEDROCK
 NY0026_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NY0026+STABILITY: POSITION/ELEVATION WELL
 NY0026
 NY0026  HISTORY     - Date     Condition        Report By
 NY0026  HISTORY     - UNK      MONUMENTED       ORGS
 NY0026  HISTORY     - 1929     GOOD             NGS
 NY0026
 NY0026                          STATION DESCRIPTION
 NY0026
 NY0026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1929
 NY0026'2.6 MI NE FROM VALLEY FALLS.
 NY0026'2.6 MILES NORTHEAST ALONG THE FREMONT HIGHWAY (U.S. 395) FROM THE
 NY0026'JUNCTION OF STATE HIGHWAY 31 AT VALLEY FALLS, LAKE COUNTY, THENCE
 NY0026'ABOUT 3 MILES NORTH ALONG THE ALKALI LAKE ROAD.  ABOUT 2-3/4 MILES
 NY0026'NORTH OF HOTCHKISS RANCH, ON THE WEST SHORE OF LAKE ALBERT, 135 FEET
 NY0026'EAST OF THE ROAD, 30 FEET WEST OF BENCH MARK C 17 FESCRIBED ABOVE, AND
 NY0026'ON BEDROCK.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0425 ***********************************************************************
 QE0425  DESIGNATION -  CX 222
 QE0425  PID         -  QE0425
 QE0425  STATE/COUNTY-  OR/LINN
 QE0425  USGS QUAD   -  LEBANON (1986)
 QE0425
 QE0425                         *CURRENT SURVEY CONTROL
 QE0425  ___________________________________________________________________
 QE0425* NAD 83(1986)-  44 36 13.     (N)    122 56 04.     (W)     SCALED    
 QE0425* NAVD 88     -        87.764  (meters)     287.94   (feet)  ADJUSTED  
 QE0425  ___________________________________________________________________
 QE0425  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 QE0425  DYNAMIC HT  -          87.755 (meters)     287.91  (feet)  COMP
 QE0425  MODELED GRAV-     980,522.1   (mgal)                       NAVD 88
 QE0425
 QE0425  VERT ORDER  -  FIRST     CLASS II
 QE0425
 QE0425.The horizontal coordinates were scaled from a topographic map and have
 QE0425.an estimated accuracy of +/- 6 seconds.
 QE0425
 QE0425.The orthometric height was determined by differential leveling
 QE0425.and adjusted in June 1991.
 QE0425
 QE0425.The geoid height was determined by GEOID03.
 QE0425
 QE0425.The dynamic height is computed by dividing the NAVD 88
 QE0425.geopotential number by the normal gravity value computed on the
 QE0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0425.degrees latitude (g = 980.6199 gals.).
 QE0425
 QE0425.The modeled gravity was interpolated from observed gravity values.
 QE0425
 QE0425;                    North         East    Units  Estimated Accuracy
 QE0425;SPC OR N     -   107,030.    2,306,770.      MT  (+/- 180 meters Scaled)
 QE0425
 QE0425                          SUPERSEDED SURVEY CONTROL
 QE0425
 QE0425  NGVD 29 (??/??/92)   86.747  (m)          284.60   (f) ADJ UNCH    1 2
 QE0425
 QE0425.Superseded values are not recommended for survey control.
 QE0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0425.See file dsdata.txt to determine how the superseded data were derived.
 QE0425
 QE0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ052389(NAD 83)
 QE0425_MARKER: DD = SURVEY DISK
 QE0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0425_STAMPING: 284 CX 222 1929
 QE0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0425+STABILITY: SURFACE MOTION
 QE0425
 QE0425  HISTORY     - Date     Condition        Report By
 QE0425  HISTORY     - 1929     MONUMENTED       ORDT
 QE0425  HISTORY     - 1957     MARK NOT FOUND   USGS
 QE0425  HISTORY     - 19941109 MARK NOT FOUND   ORHD
 QE0425
 QE0425                          STATION DESCRIPTION
 QE0425
 QE0425'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 QE0425'4.9 MI N FROM LEBANON.
 QE0425'4.9 MILES NORTH ALONG THE SOUTH SANTIAM HIGHWAY (U.S. 20) FROM THE
 QE0425'POST OFFICE AT LEBANON, LINN COUNTY, AT THE NORTHEAST CORNER OF A
 QE0425'CROSSROADS, AT THE BASE OF A WHITE FENCE POST, AND NEAR A WHITE WOODEN
 QE0425'WITNESS POST.  AN OREGON STATE HIGHWAY DEPARTMENT STANDARD DISK,
 QE0425'STAMPED 284 CX 222 1929 AND SET IN THE TOP OF A CONCRETE POST. NOTE--
 QE0425'THE CORNER OF THE CROSSROADS HAS BEEN WIDENED INTO A CURVE, AND THE
 QE0425'MARK MAY BE COVERED WITH THE GRAVEL FILL.
 QE0425
 QE0425                          STATION RECOVERY (1994)
 QE0425
 QE0425'RECOVERY NOTE BY OREGON HIGHWAY DEPARTMENT 1994 (DBS)
 QE0425'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0603 ***********************************************************************
 PB0603  DESIGNATION -  CX 23
 PB0603  PID         -  PB0603
 PB0603  STATE/COUNTY-  OR/DESCHUTES
 PB0603  USGS QUAD   -  KELSEY BUTTE (1981)
 PB0603
 PB0603                         *CURRENT SURVEY CONTROL
 PB0603  ___________________________________________________________________
 PB0603* NAD 83(1986)-  43 59 35.     (N)    121 12 32.     (W)     SCALED    
 PB0603* NAVD 88     -      1170.478  (meters)    3840.14   (feet)  ADJUSTED  
 PB0603  ___________________________________________________________________
 PB0603  GEOID HEIGHT-         -20.75  (meters)                     GEOID03
 PB0603  DYNAMIC HT  -        1169.999 (meters)    3838.57  (feet)  COMP
 PB0603  MODELED GRAV-     980,168.8   (mgal)                       NAVD 88
 PB0603
 PB0603  VERT ORDER  -  FIRST     CLASS II
 PB0603
 PB0603.The horizontal coordinates were scaled from a topographic map and have
 PB0603.an estimated accuracy of +/- 6 seconds.
 PB0603
 PB0603.The orthometric height was determined by differential leveling
 PB0603.and adjusted in June 1991.
 PB0603
 PB0603.The geoid height was determined by GEOID03.
 PB0603
 PB0603.The dynamic height is computed by dividing the NAVD 88
 PB0603.geopotential number by the normal gravity value computed on the
 PB0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0603.degrees latitude (g = 980.6199 gals.).
 PB0603
 PB0603.The modeled gravity was interpolated from observed gravity values.
 PB0603
 PB0603;                    North         East    Units  Estimated Accuracy
 PB0603;SPC OR S     -   258,670.    1,443,140.      MT  (+/- 180 meters Scaled)
 PB0603
 PB0603                          SUPERSEDED SURVEY CONTROL
 PB0603
 PB0603  NGVD 29 (??/??/92) 1169.305  (m)         3836.29   (f) ADJ UNCH    1 2
 PB0603
 PB0603.Superseded values are not recommended for survey control.
 PB0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0603.See file dsdata.txt to determine how the superseded data were derived.
 PB0603
 PB0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP436726(NAD 83)
 PB0603_MARKER: B = BOLT
 PB0603_SETTING: 66 = SET IN ROCK OUTCROP
 PB0603_SP_SET: OUTCROP
 PB0603_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PB0603+STABILITY: POSITION/ELEVATION WELL
 PB0603
 PB0603  HISTORY     - Date     Condition        Report By
 PB0603  HISTORY     - UNK      MONUMENTED       PG+E
 PB0603  HISTORY     - 1943     GOOD             NGS
 PB0603  HISTORY     - 1965     MARK NOT FOUND   NGS
 PB0603
 PB0603                          STATION DESCRIPTION
 PB0603
 PB0603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PB0603'9.2 MI SE FROM BEND.
 PB0603'ABOUT 2.5 MILES EAST ALONG U.S. HIGHWAY 20 AND 6.7 MILES SOUTHEAST
 PB0603'ALONG THE ARNOLD MARKET ROAD FROM THE RAILWAY STATION AT BEND,
 PB0603'DESCHUTES COUNTY, ABOUT 500.0 FEET NORTHWEST OF TWO UNPAINTED FARM
 PB0603'BUILDINGS, SET IN THE NORTH END OF A ROCK OUTCROP AS THE ROAD PASSES
 PB0603'THROUGH A SMALL ROCK CUT, 47.0 FEET NORTH OF THE CENTER LINE OF THE
 PB0603'ROAD, ABOUT 125 FEET WEST OF BENCH MARK T 364, A BOLT.
 PB0603
 PB0603                          STATION RECOVERY (1965)
 PB0603
 PB0603'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 PB0603'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0933 ***********************************************************************
 QD0933  DESIGNATION -  CX 41
 QD0933  PID         -  QD0933
 QD0933  STATE/COUNTY-  OR/DESCHUTES
 QD0933  USGS QUAD   -  BEND (1981)
 QD0933
 QD0933                         *CURRENT SURVEY CONTROL
 QD0933  ___________________________________________________________________
 QD0933* NAD 83(1986)-  44 01 10.     (N)    121 19 01.     (W)     SCALED    
 QD0933* NAVD 88     -      1155.97   (+/-2cm)    3792.5    (feet)  VERTCON   
 QD0933  ___________________________________________________________________
 QD0933  GEOID HEIGHT-         -20.84  (meters)                     GEOID03
 QD0933  VERT ORDER  -  ? (See Below)
 QD0933
 QD0933.The horizontal coordinates were scaled from a topographic map and have
 QD0933.an estimated accuracy of +/- 6 seconds.
 QD0933
 QD0933.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD0933.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD0933.The vertical order pertains to the NGVD 29 superseded value.
 QD0933
 QD0933.The geoid height was determined by GEOID03.
 QD0933
 QD0933;                    North         East    Units  Estimated Accuracy
 QD0933;SPC OR S     -   261,680.    1,434,500.      MT  (+/- 180 meters Scaled)
 QD0933
 QD0933                          SUPERSEDED SURVEY CONTROL
 QD0933
 QD0933  NGVD 29 (??/??/92) 1154.799  (m)         3788.70   (f) ADJ UNCH    ?  
 QD0933
 QD0933.Superseded values are not recommended for survey control.
 QD0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0933.See file dsdata.txt to determine how the superseded data were derived.
 QD0933
 QD0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP348754(NAD 83)
 QD0933_MARKER: B = BOLT
 QD0933_SETTING: 66 = SET IN ROCK OUTCROP
 QD0933_SP_SET: OUTCROP
 QD0933_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QD0933+STABILITY: POSITION/ELEVATION WELL
 QD0933
 QD0933  HISTORY     - Date     Condition        Report By
 QD0933  HISTORY     - UNK      MONUMENTED       CGS
 QD0933  HISTORY     - 1934     GOOD             NGS
 QD0933  HISTORY     - 19880721 MARK NOT FOUND   NGS
 QD0933
 QD0933                          STATION DESCRIPTION
 QD0933
 QD0933'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QD0933'3.2 MI S FROM BEND.
 QD0933'3.2 MILES SOUTH ALONG THE DALLES - CALIFORNIA HIGHWAY FROM THE
 QD0933'RAILROAD STATION AT BEND, DESCHUTES COUNTY, 93 FEET NORTH OF MILEPOST
 QD0933'145, 265 FEET SOUTH OF THE ROAD LEADING TO THE BEND GOLF CLUB, 44 FEET
 QD0933'WEST OF THE HIGHWAY CENTERLINE, IN A LAVA OUTCROPPING.  AN IRON BOLT.
 QD0933
 QD0933                          STATION RECOVERY (1988)
 QD0933
 QD0933'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QD0933'THERE HAS BEEN ROAD CONSTRUCTION AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0389 ***********************************************************************
 QD0389  DESIGNATION -  CX 63
 QD0389  PID         -  QD0389
 QD0389  STATE/COUNTY-  OR/CROOK
 QD0389  USGS QUAD   -  OCHOCO RESERVOIR (1992)
 QD0389
 QD0389                         *CURRENT SURVEY CONTROL
 QD0389  ___________________________________________________________________
 QD0389* NAD 83(1986)-  44 17 57.     (N)    120 43 42.     (W)     SCALED    
 QD0389* NAVD 88     -       931.637  (meters)    3056.55   (feet)  ADJUSTED  
 QD0389  ___________________________________________________________________
 QD0389  GEOID HEIGHT-         -20.22  (meters)                     GEOID03
 QD0389  DYNAMIC HT  -         931.322 (meters)    3055.51  (feet)  COMP
 QD0389  MODELED GRAV-     980,249.3   (mgal)                       NAVD 88
 QD0389
 QD0389  VERT ORDER  -  FIRST     CLASS II
 QD0389
 QD0389.The horizontal coordinates were scaled from a topographic map and have
 QD0389.an estimated accuracy of +/- 6 seconds.
 QD0389
 QD0389.The orthometric height was determined by differential leveling
 QD0389.and adjusted in June 1991.
 QD0389
 QD0389.The geoid height was determined by GEOID03.
 QD0389
 QD0389.The dynamic height is computed by dividing the NAVD 88
 QD0389.geopotential number by the normal gravity value computed on the
 QD0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0389.degrees latitude (g = 980.6199 gals.).
 QD0389
 QD0389.The modeled gravity was interpolated from observed gravity values.
 QD0389
 QD0389;                    North         East    Units  Estimated Accuracy
 QD0389;SPC OR S     -   292,470.    1,481,780.      MT  (+/- 180 meters Scaled)
 QD0389
 QD0389                          SUPERSEDED SURVEY CONTROL
 QD0389
 QD0389  NGVD 29 (??/??/92)  930.491  (m)         3052.79   (f) ADJ UNCH    1 2
 QD0389
 QD0389.Superseded values are not recommended for survey control.
 QD0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0389.See file dsdata.txt to determine how the superseded data were derived.
 QD0389
 QD0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ812076(NAD 83)
 QD0389_MARKER: DD = SURVEY DISK
 QD0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD0389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QD0389_STAMPING: 3053 CX 63 1932
 QD0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0389+STABILITY: SURFACE MOTION
 QD0389
 QD0389  HISTORY     - Date     Condition        Report By
 QD0389  HISTORY     - 1932     MONUMENTED       ORDT
 QD0389  HISTORY     - 1935     GOOD             NGS
 QD0389  HISTORY     - 19880718 MARK NOT FOUND   NGS
 QD0389
 QD0389                          STATION DESCRIPTION
 QD0389
 QD0389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 QD0389'5.8 MI E FROM PRINEVILLE.
 QD0389'5.8 MILES EAST ALONG THE OCHOCO HIGHWAY FROM PRINEVILLE, CROOK COUNTY,
 QD0389'ABOUT 600 FEET WEST OF THE OCHOCO DAM, SOUTH OF THE HIGHWAY, 1 FOOT
 QD0389'NORTH OF THE BANK OF THE OCHOCO CANAL, 2 FEET EAST OF THE GAGE BRIDGE,
 QD0389'128 FEET WEST OF A ROAD BRIDGE OVER THE CANAL.  AN OREGON STATE
 QD0389'ENGINEERS STANDARD DISK STAMPED 3053 CX 63 1932.
 QD0389
 QD0389                          STATION RECOVERY (1988)
 QD0389
 QD0389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QD0389'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0791 ***********************************************************************
 NZ0791  DESIGNATION -  CX 9
 NZ0791  PID         -  NZ0791
 NZ0791  STATE/COUNTY-  OR/DOUGLAS
 NZ0791  USGS QUAD   -  RABBIT MOUNTAIN (1990)
 NZ0791
 NZ0791                         *CURRENT SURVEY CONTROL
 NZ0791  ___________________________________________________________________
 NZ0791* NAD 83(1986)-  42 51 24.     (N)    123 35 56.     (W)     SCALED    
 NZ0791* NAVD 88     -       284.204  (meters)     932.43   (feet)  ADJUSTED  
 NZ0791  ___________________________________________________________________
 NZ0791  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 NZ0791  DYNAMIC HT  -         284.117 (meters)     932.14  (feet)  COMP
 NZ0791  MODELED GRAV-     980,310.0   (mgal)                       NAVD 88
 NZ0791
 NZ0791  VERT ORDER  -  FIRST     CLASS II
 NZ0791
 NZ0791.The horizontal coordinates were scaled from a topographic map and have
 NZ0791.an estimated accuracy of +/- 6 seconds.
 NZ0791
 NZ0791.The orthometric height was determined by differential leveling
 NZ0791.and adjusted in June 1991.
 NZ0791
 NZ0791.The geoid height was determined by GEOID03.
 NZ0791
 NZ0791.The dynamic height is computed by dividing the NAVD 88
 NZ0791.geopotential number by the normal gravity value computed on the
 NZ0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0791.degrees latitude (g = 980.6199 gals.).
 NZ0791
 NZ0791.The modeled gravity was interpolated from observed gravity values.
 NZ0791
 NZ0791;                    North         East    Units  Estimated Accuracy
 NZ0791;SPC OR S     -   136,870.    1,246,810.      MT  (+/- 180 meters Scaled)
 NZ0791
 NZ0791                          SUPERSEDED SURVEY CONTROL
 NZ0791
 NZ0791  NGVD 29 (??/??/92)  283.167  (m)          929.02   (f) ADJ UNCH    1 2
 NZ0791
 NZ0791.Superseded values are not recommended for survey control.
 NZ0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0791.See file dsdata.txt to determine how the superseded data were derived.
 NZ0791
 NZ0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN510450(NAD 83)
 NZ0791_MARKER: DD = SURVEY DISK
 NZ0791_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NZ0791_SP_SET: CULVERT
 NZ0791_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0791
 NZ0791  HISTORY     - Date     Condition        Report By
 NZ0791  HISTORY     - UNK      MONUMENTED       SPRR
 NZ0791  HISTORY     - 1954     GOOD             NGS
 NZ0791
 NZ0791                          STATION DESCRIPTION
 NZ0791
 NZ0791'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NZ0791'3.6 MI SW FROM DADS CREEK.
 NZ0791'3.6 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 NZ0791'THE SECTION HOUSE AT DADS CREEK, 4.4 MILES NORTHWEST OF WEST FORK, AT
 NZ0791'10-INCH CONCRETE PIPE CULVERT 525.8, IN THE TOP OF THE SOUTHWEST END
 NZ0791'OF THE NORTHWEST CONCRETE HEAD WALL, 6.9 FEET NORTHWEST OF THE
 NZ0791'NORTHWEST RAIL, AND ABOUT 1 1/2 FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0390 ***********************************************************************
 QD0390  DESIGNATION -  CY 63
 QD0390  PID         -  QD0390
 QD0390  STATE/COUNTY-  OR/CROOK
 QD0390  USGS QUAD   -  OCHOCO RESERVOIR (1992)
 QD0390
 QD0390                         *CURRENT SURVEY CONTROL
 QD0390  ___________________________________________________________________
 QD0390* NAD 83(1986)-  44 17 57.     (N)    120 43 41.     (W)     SCALED    
 QD0390* NAVD 88     -       934.300  (meters)    3065.28   (feet)  ADJUSTED  
 QD0390  ___________________________________________________________________
 QD0390  GEOID HEIGHT-         -20.22  (meters)                     GEOID03
 QD0390  DYNAMIC HT  -         933.985 (meters)    3064.25  (feet)  COMP
 QD0390  MODELED GRAV-     980,249.2   (mgal)                       NAVD 88
 QD0390
 QD0390  VERT ORDER  -  FIRST     CLASS II
 QD0390
 QD0390.The horizontal coordinates were scaled from a topographic map and have
 QD0390.an estimated accuracy of +/- 6 seconds.
 QD0390
 QD0390.The orthometric height was determined by differential leveling
 QD0390.and adjusted in June 1991.
 QD0390
 QD0390.The geoid height was determined by GEOID03.
 QD0390
 QD0390.The dynamic height is computed by dividing the NAVD 88
 QD0390.geopotential number by the normal gravity value computed on the
 QD0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0390.degrees latitude (g = 980.6199 gals.).
 QD0390
 QD0390.The modeled gravity was interpolated from observed gravity values.
 QD0390
 QD0390;                    North         East    Units  Estimated Accuracy
 QD0390;SPC OR S     -   292,470.    1,481,800.      MT  (+/- 180 meters Scaled)
 QD0390
 QD0390                          SUPERSEDED SURVEY CONTROL
 QD0390
 QD0390  NGVD 29 (??/??/92)  933.154  (m)         3061.52   (f) ADJ UNCH    1 2
 QD0390
 QD0390.Superseded values are not recommended for survey control.
 QD0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0390.See file dsdata.txt to determine how the superseded data were derived.
 QD0390
 QD0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ812076(NAD 83)
 QD0390_MARKER: DD = SURVEY DISK
 QD0390_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QD0390_SP_SET: BOULDER
 QD0390_STAMPING: 3062 CY 63 1932
 QD0390_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0390
 QD0390  HISTORY     - Date     Condition        Report By
 QD0390  HISTORY     - 1932     MONUMENTED       ORDT
 QD0390  HISTORY     - 1935     GOOD             NGS
 QD0390  HISTORY     - 19880718 MARK NOT FOUND   NGS
 QD0390
 QD0390                          STATION DESCRIPTION
 QD0390
 QD0390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 QD0390'5.8 MI E FROM PRINEVILLE.
 QD0390'5.8 MILES EAST ALONG THE OCHOCO HIGHWAY FROM PRINEVILLE, CROOK COUNTY,
 QD0390'ABOUT 600 FEET WEST OF THE OCHOCO DAM, SOUTH OF THE HIGHWAY, 13 FEET
 QD0390'NORTH OF A ROAD, 80 FEET NORTH OF A BRIDGE OVER THE OCHOCO CANAL, 136
 QD0390'FEET NORTHEAST OF THE GAGE BRIDGE, AT A GROUP OF LARGE BOULDERS, IN
 QD0390'THE TOP OF A ROCK.  AN OREGON STATE ENGINEERS STANDARD DISK STAMPED
 QD0390'3062 CY 63 1932.
 QD0390
 QD0390                          STATION RECOVERY (1988)
 QD0390
 QD0390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QD0390'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0090 ***********************************************************************
 NZ0090  DESIGNATION -  D
 NZ0090  PID         -  NZ0090
 NZ0090  STATE/COUNTY-  OR/JACKSON
 NZ0090  USGS QUAD   -  ROBINSON BUTTE (1988)
 NZ0090
 NZ0090                         *CURRENT SURVEY CONTROL
 NZ0090  ___________________________________________________________________
 NZ0090* NAD 83(1986)-  42 16 15.     (N)    122 25 50.     (W)     SCALED    
 NZ0090* NAVD 88     -      1384.56   (+/-2cm)    4542.5    (feet)  VERTCON   
 NZ0090  ___________________________________________________________________
 NZ0090  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 NZ0090  VERT ORDER  -  ? (See Below)
 NZ0090
 NZ0090.The horizontal coordinates were scaled from a topographic map and have
 NZ0090.an estimated accuracy of +/- 6 seconds.
 NZ0090
 NZ0090.The NAVD 88 height was computed by applying the VERTCON shift value to
 NZ0090.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NZ0090.The vertical order pertains to the NGVD 29 superseded value.
 NZ0090
 NZ0090.The geoid height was determined by GEOID03.
 NZ0090
 NZ0090;                    North         East    Units  Estimated Accuracy
 NZ0090;SPC OR S     -    68,950.    1,340,740.      MT  (+/- 180 meters Scaled)
 NZ0090
 NZ0090                          SUPERSEDED SURVEY CONTROL
 NZ0090
 NZ0090  NGVD 29 (??/??/92) 1383.389  (m)         4538.67   (f) ADJ UNCH    ?  
 NZ0090
 NZ0090.Superseded values are not recommended for survey control.
 NZ0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0090.See file dsdata.txt to determine how the superseded data were derived.
 NZ0090
 NZ0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM469800(NAD 83)
 NZ0090_MARKER: P = PIPE CAP
 NZ0090_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NZ0090_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NZ0090_STAMPING: 4538.264 BB D 1908
 NZ0090_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0090
 NZ0090  HISTORY     - Date     Condition        Report By
 NZ0090  HISTORY     - 1908     MONUMENTED       USGS
 NZ0090  HISTORY     - 1934     GOOD             NGS
 NZ0090  HISTORY     - 1984     GOOD             USGS
 NZ0090
 NZ0090                          STATION DESCRIPTION
 NZ0090
 NZ0090'DESCRIBED BY US GEOLOGICAL SURVEY 1908
 NZ0090'5.4 MI NE FROM DEAD INDIAN MOUNTAIN SUMMIT.
 NZ0090'5.4 MILES NORTHEAST ALONG DEAD INDIAN ROAD FROM THE SUMMIT OF DEAD
 NZ0090'INDIAN MOUNTAIN IN JACKSON COUNTY, AT THE CHARLES LINDSEY PROPERTY IN
 NZ0090'1934, 44 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE, 10-1/2
 NZ0090'FEET NORTH OF THE SOUTHWEST CORNER OF THE YARD, AND 22 FEET EAST OF A
 NZ0090'2-1/2- BY 5-FOOT BOULDER PROJECTING 6 INCHES ABOVE THE GROUND.  A
 NZ0090'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 4538.264 BB D
 NZ0090'1908 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING 10
 NZ0090'INCHES ABOVE GROUND.
 NZ0090
 NZ0090                          STATION RECOVERY (1934)
 NZ0090
 NZ0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 NZ0090'RECOVERED IN GOOD CONDITION.
 NZ0090
 NZ0090                          STATION RECOVERY (1984)
 NZ0090
 NZ0090'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 NZ0090'5.4 MILES NORTHEAST ALONG DEAD INDIAN ROAD FROM THE SUMMIT OF DEAD
 NZ0090'INDIAN MOUNTAIN IN JACKSON COUNTY, AT THE LILYGLEN COUNTY PARK AND
 NZ0090'CAMPGROUND, ABOUT 500 FEET SOUTH OF THE ROAD, ABOUT 300 FEET EAST OF
 NZ0090'THE STABLES, AND 22 FEET EAST OF A 2 1/2-BY-5 FOOT BOULDER PROJECTING
 NZ0090'6 INCHES ABOVE THE GROUND. A U.S.G.S. STANDARD CAP RIVETED ON A 3
 NZ0090'1/2-INCH IRON PIPE PROJECTING 10 INCHES ABOVE THE GROUND. ABOUT 24.4
 NZ0090'MILES EAST ALONG LAKE OF THE WOODS HIGHWAY (STATE HIGHWAY 140) FROM
 NZ0090'BROWNSBORO , 0.3 MILES WEST OF THE TURNOFF TO FOUR MILE LAKE, 106'
 NZ0090'NORTH OF THE CENTERLINE OF THE HIGHWAY, ABOUT 50' WEST OF THE
 NZ0090'BOUNDARY BETWEEN JACKSON AND KLAMATH COUNTIES, IN BOULDER. DISK IS
 NZ0090'UNSTAMPED ALUMINUM USC AND GS DISK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3940 ***********************************************************************
 RD3940  DESIGNATION -  D
 RD3940  PID         -  RD3940
 RD3940  STATE/COUNTY-  OR/COLUMBIA
 RD3940  USGS QUAD   -  ST HELENS (1990)
 RD3940
 RD3940                         *CURRENT SURVEY CONTROL
 RD3940  ___________________________________________________________________
 RD3940* NAD 83(1991)-  45 47 18.70933(N)    122 47 18.53018(W)     ADJUSTED  
 RD3940* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 RD3940  ___________________________________________________________________
 RD3940  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 RD3940  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 RD3940  HORZ ORDER  -  THIRD
 RD3940
 RD3940.The horizontal coordinates were established by classical geodetic methods
 RD3940.and adjusted by the National Geodetic Survey in October 1991.
 RD3940
 RD3940.The orthometric height was scaled from a topographic map.
 RD3940
 RD3940.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3940
 RD3940.The geoid height was determined by GEOID03.
 RD3940
 RD3940;                    North         East     Units Scale Factor Converg.
 RD3940;SPC OR N     -   238,310.589 2,322,084.760   MT  0.99995311   -1 37 22.7
 RD3940;SPC OR N     -   781,858.89  7,618,388.32   iFT  0.99995311   -1 37 22.7
 RD3940;SPC WA S     -    53,176.932   322,075.725   MT  1.00001046   -1 39 44.4
 RD3940;SPC WA S     -   174,464.65  1,056,676.77   sFT  1.00001046   -1 39 44.4
 RD3940;UTM  10      - 5,070,573.954   516,440.718   MT  0.99960332   +0 09 05.8
 RD3940
 RD3940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3940!SPC OR N     -   1.00000291  x   0.99995311  =   0.99995602
 RD3940!SPC WA S     -   1.00000291  x   1.00001046  =   1.00001337
 RD3940!UTM  10      -   1.00000291  x   0.99960332  =   0.99960623
 RD3940
 RD3940:                Primary Azimuth Mark                     Grid Az
 RD3940:SPC OR N     -  WARRIOR ROCK LIGHT STA VENT              001 40 07.3
 RD3940:SPC WA S     -  WARRIOR ROCK LIGHT STA VENT              001 42 29.0
 RD3940:UTM  10      -  WARRIOR ROCK LIGHT STA VENT              359 53 38.8
 RD3940
 RD3940|---------------------------------------------------------------------|
 RD3940| PID    Reference Object                     Distance      Geod. Az  |
 RD3940|                                                           dddmmss.s |
 RD3940| RD4051 WARRIOR ROCK LIGHT STA VENT         APPROX. 6.7 KM 0000244.6 |
 RD3940| RD4024 BATCHELORS PT LT 1913               APPROX. 1.1 KM 0930946.2 |
 RD3940| CE2476 D RM 1                               29.400 METERS 15556     |
 RD3940| RD4072 1 2                                 APPROX. 1.2 KM 3325034.6 |
 RD3940| RD3952 HENRICI LANDING R RANGE LIGHT       APPROX. 3.0 KM 3432414.5 |
 RD3940| RD4036 HENRICI LANDING F RANGE LIGHT       APPROX. 2.8 KM 3442542.0 |
 RD3940|---------------------------------------------------------------------|
 RD3940
 RD3940                          SUPERSEDED SURVEY CONTROL
 RD3940
 RD3940  NAD 83(1986)-  45 47 18.72920(N)    122 47 18.52877(W) AD(       ) 3
 RD3940  NAD 27      -  45 47 19.30400(N)    122 47 14.16400(W) AD(       ) 3
 RD3940
 RD3940.Superseded values are not recommended for survey control.
 RD3940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3940.See file dsdata.txt to determine how the superseded data were derived.
 RD3940
 RD3940_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1644170574(NAD 83)
 RD3940_MARKER: Z = SEE DESCRIPTION
 RD3940_SETTING: 0 = UNSPECIFIED SETTING
 RD3940
 RD3940  HISTORY     - Date     Condition        Report By
 RD3940  HISTORY     - 1912     MONUMENTED       USE
 RD3940  HISTORY     - 1934     SEE DESCRIPTION  CGS
 RD3940  HISTORY     - 1946     SEE DESCRIPTION  CGS
 RD3940
 RD3940                          STATION DESCRIPTION
 RD3940
 RD3940'DESCRIBED BY US ENGINEERS 1912
 RD3940'STATION IS SEVEN METERS FROM THE TOP OF THE BANK AND 10 FEET
 RD3940'ABOVE THE LOW WATER.  THE STATION IS MARKED BY AN IRON PIPE 3
 RD3940'FEET LONG SET IN A CONCRETE PIER ABOUT 1 FOOT SQUARE AND 8 INCHES
 RD3940'DEEP.  THE TOP OF THE PIER BEARS THE INSCRIPTION U.S.E. AND NAME
 RD3940'OR ABBREVIATION OF NAME OF STATION.  THE PIPE EXTENDS ABOUT 6
 RD3940'INCHES ABOVE THE PIER AND IN ITS TOP IS A STANDARD U.S.E. DISK
 RD3940'SET IN CONCRETE.  THE REFERENCE MARK IS MARKED BY A STANDARD
 RD3940'REFERENCE MARK DISK SET IN AN IRREGULAR PIER OF CONCRETE, THE
 RD3940'TOP OF WHICH IS SPHERICAL IN SHAPE AND PROJECTS FROM 6 TO 8
 RD3940'INCHES ABOVE THE SURFACE OF THE GROUND.  THERE IS A NAIL IN
 RD3940'AN OLD POST SOUTHERLY 14.2 METERS AND A NAIL IN A BLAZE ON A
 RD3940'CROOKED WILLOW TREE NORTHWESTERLY 24.1 METERS.
 RD3940
 RD3940                          STATION RECOVERY (1934)
 RD3940
 RD3940'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (GRJ)
 RD3940'STATION IS ON THE W BANK OF THE COLUMBIA RIVER AND ABOUT 1.25
 RD3940'MILES S OF HENRICI LANDING.  THE STATION IS MARKED BY A
 RD3940'U.S. ENGINEER STANDARD DISK SET IN A PIPE SET IN CONCRETE.
 RD3940'
 RD3940'A REFERENCE MARK CONSISTING OF A U.S.C. AND G.S. DISK IN
 RD3940'CONCRETE IS 29.40 METERS (96.45 FEET) FROM THE STATION IN AZIMUTH
 RD3940'335 DEG 55 MIN 18 SEC.  A NAIL IN A BLAZE ON A CROOKED WILLOW
 RD3940'TREE IS 24.1 METERS (79.1 FEET) TO THE NW FROM THE STATION.
 RD3940'
 RD3940'IN 1934 IT WAS REPORTED THAT THE ORIGINAL STATION MARK COULD
 RD3940'NOT BE FOUND, BUT INSTEAD THERE WAS A SECTION OF PIPE IN THE
 RD3940'GROUND WITHOUT DISK OR CONCRETE.  THE REFERENCE MARK ALSO COULD
 RD3940'NOT BE FOUND, BUT THE WILLOW TREE WAS INTACT.  IT IS NOT KNOWN
 RD3940'IF THE EXISTING PIPE IS IN EXACTLY THE SAME POSITION AS THE OLD
 RD3940'STATION.
 RD3940
 RD3940                          STATION RECOVERY (1946)
 RD3940
 RD3940'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAE)
 RD3940'A THOROUGH SEARCH OF THE AREA REVEALED NO TRACE EITHER OF THE
 RD3940'STATION OR OF ANY OF THE REFERENCE MARKS.
 RD3940'
 RD3940'IT IS RECOMMENDED THAT THE STATION BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1483 ***********************************************************************
 SC1483  DESIGNATION -  D 1
 SC1483  PID         -  SC1483
 SC1483  STATE/COUNTY-  OR/COLUMBIA
 SC1483  USGS QUAD   -  RAINIER (1990)
 SC1483
 SC1483                         *CURRENT SURVEY CONTROL
 SC1483  ___________________________________________________________________
 SC1483* NAD 83(1991)-  46 02 16.26797(N)    122 52 55.95054(W)     ADJUSTED  
 SC1483* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 SC1483  ___________________________________________________________________
 SC1483  LAPLACE CORR-          -2.98  (seconds)                    DEFLEC99
 SC1483  GEOID HEIGHT-         -21.74  (meters)                     GEOID03
 SC1483  HORZ ORDER  -  THIRD
 SC1483
 SC1483.The horizontal coordinates were established by classical geodetic methods
 SC1483.and adjusted by the National Geodetic Survey in October 1991.
 SC1483
 SC1483.The orthometric height was scaled from a topographic map.
 SC1483
 SC1483.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1483
 SC1483.The geoid height was determined by GEOID03.
 SC1483
 SC1483;                    North         East     Units Scale Factor Converg.
 SC1483;SPC OR N     -   266,220.645 2,315,617.051   MT  1.00000985   -1 41 21.9
 SC1483;SPC OR N     -   873,427.31  7,597,168.80   iFT  1.00000985   -1 41 21.9
 SC1483;SPC WA S     -    81,091.623   315,627.571   MT  0.99995991   -1 43 49.5
 SC1483;SPC WA S     -   266,048.10  1,035,521.46   sFT  0.99995991   -1 43 49.5
 SC1483;UTM  10      - 5,098,259.890   509,114.648   MT  0.99960102   +0 05 05.2
 SC1483
 SC1483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1483!SPC OR N     -   1.00000325  x   1.00000985  =   1.00001310
 SC1483!SPC WA S     -   1.00000325  x   0.99995991  =   0.99996316
 SC1483!UTM  10      -   1.00000325  x   0.99960102  =   0.99960427
 SC1483
 SC1483:                Primary Azimuth Mark                     Grid Az
 SC1483:SPC OR N     -  COFFIN ROCK USE 1912                     169 27 48.8
 SC1483:SPC WA S     -  COFFIN ROCK USE 1912                     169 30 16.4
 SC1483:UTM  10      -  COFFIN ROCK USE 1912                     167 41 21.7
 SC1483
 SC1483|---------------------------------------------------------------------|
 SC1483| PID    Reference Object                     Distance      Geod. Az  |
 SC1483|                                                           dddmmss.s |
 SC1483| SC1487 COFFIN ROCK USE 1912                447.613 METERS 1674626.9 |
 SC1483| SC1480 D 3 USE 1912                        APPROX. 1.2 KM 3472507.4 |
 SC1483|---------------------------------------------------------------------|
 SC1483
 SC1483                          SUPERSEDED SURVEY CONTROL
 SC1483
 SC1483  NAD 83(1986)-  46 02 16.28374(N)    122 52 55.94565(W) AD(       ) 3
 SC1483  NAD 27      -  46 02 16.87266(N)    122 52 51.55613(W) AD(       ) 3
 SC1483
 SC1483.Superseded values are not recommended for survey control.
 SC1483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1483.See file dsdata.txt to determine how the superseded data were derived.
 SC1483
 SC1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER0911598260(NAD 83)
 SC1483_MARKER: I = METAL ROD
 SC1483_SETTING: 0 = UNSPECIFIED SETTING
 SC1483
 SC1483  HISTORY     - Date     Condition        Report By
 SC1483  HISTORY     - 1912     MONUMENTED       USE
 SC1483  HISTORY     - 1930     GOOD             USGS
 SC1483  HISTORY     - 1937     GOOD             CGS
 SC1483  HISTORY     - 1949     GOOD             CGS
 SC1483  HISTORY     - 1951     GOOD             CGS
 SC1483  HISTORY     - 1979     GOOD             NGS
 SC1483
 SC1483                          STATION DESCRIPTION
 SC1483
 SC1483'DESCRIBED BY US ENGINEERS 1912
 SC1483'STATION IS NEAR CABLE LANDING SIGN, ON A BENCH OF ROCKS 15 FEET
 SC1483'ABOVE LOW WATER.  THE STATION IS MARKED BY AN IRON PIPE 3 FEET LONG
 SC1483'SET IN A PIER OF CONCRETE WHICH IS ABOUT 1 FOOT SQUARE AT THE
 SC1483'SURFACE OF THE GROUND AND APPROXIMATELY 8 INCHES DEEP.  THE PIPE
 SC1483'PROJECTS FROM 4 TO 8 INCHES ABOVE THE CEMENT.  THE TOP OF THE PIER
 SC1483'BEARS THE INSCRIPTION U.S.E. AND THE NAME OR AN ABBREVIATION OF THE
 SC1483'NAME OF THE STATION.  THERE IS NO UNDERGROUND MARK.
 SC1483
 SC1483                          STATION RECOVERY (1930)
 SC1483
 SC1483'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1930
 SC1483'ABOUT 1.75 MILES N OF GOBLE, ABOUT 800 FEET N OF A HIGH EXPLOSIVE
 SC1483'DEPOT, ON A ROCKY BENCH N OF A CABLE CROSSING, AND ABOUT 15 FEET
 SC1483'ABOVE LOW WATER.
 SC1483'
 SC1483'THE STATION IS MARKED BY A SECTION OF IRON PIPE SET IN A BLOCK OF
 SC1483'CONCRETE 1-FOOT SQUARE, LETTERED USE D 1.
 SC1483'
 SC1483'INFORMATION TAKEN FROM U.S.G.S. FIELD SHEETS OF COLUMBIA RIVER
 SC1483'SURVEY.  STATION SHOWN O.K.
 SC1483
 SC1483                          STATION RECOVERY (1937)
 SC1483
 SC1483'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (RWK)
 SC1483'STATION RECOVERED ABOUT 1 MILE S OF PRESCOTT, ABOUT 0.2 MILE N OF
 SC1483'THE PROPERTY OF THE TROJAN POWDER COMPANY, ON A DEFINITE ROCKY POINT.
 SC1483'
 SC1483'STATION MARK IS A LENGTH OF 2-INCH PIPE PROJECTING ABOUT 4 INCHES
 SC1483'ABOVE A CONCRETE BLOCK.
 SC1483
 SC1483                          STATION RECOVERY (1949)
 SC1483
 SC1483'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (HJH)
 SC1483'STATION IS LOCATED ON THE W BANK OF THE COLUMBIA RIVER, ABOUT 1.75
 SC1483'MILES N OF GOBLE, AND ABOUT 0.2 MILE N OF A POWDER DEPOT.  THE
 SC1483'STATION LIES ON A ROCKY POINT ABOUT 15 FEET ABOVE LOW WATER AND
 SC1483'IMMEDIATELY S OF A CABLE CROSSING.  THE STATION MARK IS AN IRON PIPE
 SC1483'SET IN A BLOCK OF CONCRETE LETTERED USE D 1.  THE PIPE PROJECTS ABOUT
 SC1483'1 INCH ABOVE THE CONCRETE.  THERE ARE NO REFERENCE MARKS.
 SC1483
 SC1483                          STATION RECOVERY (1951)
 SC1483
 SC1483'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HGC)
 SC1483'STATION FOUND AS DESCRIBED AND IN GOOD CONDITION.
 SC1483
 SC1483                          STATION RECOVERY (1979)
 SC1483
 SC1483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 SC1483'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  THERE ARE NO
 SC1483'REFERENCE MARKS AT THIS STATION.  IT WAS NOT OCCUPIED AT THIS
 SC1483'DATE AS IT WILL NOT SEE COFFIN ROCK USE DUE TO THE LIGHT.
 SC1483'
 SC1483'THE STATION IS LOCATED ABOUT 2 MILES NORTHWEST OF KLAMA, 1 MILE
 SC1483'SOUTHEAST OF PRESCOTT ON THE WEST BANK OF THE COLUMBIA RIVER AND
 SC1483'JUST OUTSIDE THE TROJAN NUCLEAR POWER PLANT.
 SC1483'
 SC1483'THE STATION IS BEST REACHED BY BOAT.
 SC1483'
 SC1483'THE STATION MARK IS THE CENTER OF A 2 INCH PIPE SET IN AN 8 INCH
 SC1483'SQUARE CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND
 SC1483'SURFACE.  THE MARK IS LOCATED JUST NORTHWEST OF COFFIN ROCK AND
 SC1483'6 FEET WEST OF THE EDGE OF THE BANK AND 15 FEET ABOVE THE WATER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0378 ***********************************************************************
 PC0378  DESIGNATION -  D 10
 PC0378  PID         -  PC0378
 PC0378  STATE/COUNTY-  OR/DOUGLAS
 PC0378  USGS QUAD   -  WINCHESTER (1987)
 PC0378
 PC0378                         *CURRENT SURVEY CONTROL
 PC0378  ___________________________________________________________________
 PC0378* NAD 83(1986)-  43 16 11.     (N)    123 21 10.     (W)     SCALED    
 PC0378* NAVD 88     -       150.595  (meters)     494.08   (feet)  ADJUSTED  
 PC0378  ___________________________________________________________________
 PC0378  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 PC0378  DYNAMIC HT  -         150.565 (meters)     493.98  (feet)  COMP
 PC0378  MODELED GRAV-     980,415.8   (mgal)                       NAVD 88
 PC0378
 PC0378  VERT ORDER  -  FIRST     CLASS II
 PC0378
 PC0378.The horizontal coordinates were scaled from a topographic map and have
 PC0378.an estimated accuracy of +/- 6 seconds.
 PC0378
 PC0378.The orthometric height was determined by differential leveling
 PC0378.and adjusted in June 1991.
 PC0378
 PC0378.The geoid height was determined by GEOID03.
 PC0378
 PC0378.The dynamic height is computed by dividing the NAVD 88
 PC0378.geopotential number by the normal gravity value computed on the
 PC0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0378.degrees latitude (g = 980.6199 gals.).
 PC0378
 PC0378.The modeled gravity was interpolated from observed gravity values.
 PC0378
 PC0378;                    North         East    Units  Estimated Accuracy
 PC0378;SPC OR S     -   182,020.    1,268,470.      MT  (+/- 180 meters Scaled)
 PC0378
 PC0378                          SUPERSEDED SURVEY CONTROL
 PC0378
 PC0378.No superseded survey control is available for this station.
 PC0378
 PC0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN713908(NAD 83)
 PC0378_MARKER: DB = BENCH MARK DISK
 PC0378_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PC0378_SP_SET: BRIDGE
 PC0378_STAMPING: D 10 1920
 PC0378_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PC0378
 PC0378  HISTORY     - Date     Condition        Report By
 PC0378  HISTORY     - 1920     MONUMENTED       CGS
 PC0378  HISTORY     - 1934     GOOD             NGS
 PC0378  HISTORY     - 1984     MARK NOT FOUND   USGS
 PC0378  HISTORY     - 1984     MARK NOT FOUND   USGS
 PC0378
 PC0378                          STATION DESCRIPTION
 PC0378
 PC0378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PC0378'0.6 MI S FROM WINCHESTER.
 PC0378'ABOUT 0.6 MILE SOUTH ALONG THE PACIFIC HIGHWAY FROM WINCHESTER,
 PC0378'DOUGLAS COUNTY, AT MILEAGE 194.7, OPPOSITE RAILROAD MILEAGE 577.2, IN
 PC0378'THE NORTH END OF THE WEST HAND RAIL OF A 25 FOOT SKEWED HIGHWAY
 PC0378'BRIDGE.  A STANDARD DISK STAMPED.
 PC0378
 PC0378                          STATION RECOVERY (1984)
 PC0378
 PC0378'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 PC0378'MARK NOT FOUND.
 PC0378
 PC0378                          STATION RECOVERY (1984)
 PC0378
 PC0378'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 PC0378'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0794 ***********************************************************************
 RB0794  DESIGNATION -  D 100
 RB0794  PID         -  RB0794
 RB0794  STATE/COUNTY-  OR/UMATILLA
 RB0794  USGS QUAD   -  NYE (1967)
 RB0794
 RB0794                         *CURRENT SURVEY CONTROL
 RB0794  ___________________________________________________________________
 RB0794* NAD 83(1986)-  45 27 25.     (N)    118 58 12.     (W)     SCALED    
 RB0794* NAVD 88     -       683.504  (meters)    2242.46   (feet)  ADJUSTED  
 RB0794  ___________________________________________________________________
 RB0794  GEOID HEIGHT-         -20.17  (meters)                     GEOID03
 RB0794  DYNAMIC HT  -         683.371 (meters)    2242.03  (feet)  COMP
 RB0794  MODELED GRAV-     980,399.4   (mgal)                       NAVD 88
 RB0794
 RB0794  VERT ORDER  -  SECOND    CLASS 0
 RB0794
 RB0794.The horizontal coordinates were scaled from a topographic map and have
 RB0794.an estimated accuracy of +/- 6 seconds.
 RB0794
 RB0794.The orthometric height was determined by differential leveling
 RB0794.and adjusted in June 1991.
 RB0794
 RB0794.The geoid height was determined by GEOID03.
 RB0794
 RB0794.The dynamic height is computed by dividing the NAVD 88
 RB0794.geopotential number by the normal gravity value computed on the
 RB0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0794.degrees latitude (g = 980.6199 gals.).
 RB0794
 RB0794.The modeled gravity was interpolated from observed gravity values.
 RB0794
 RB0794;                    North         East    Units  Estimated Accuracy
 RB0794;SPC OR N     -   200,070.    2,619,660.      MT  (+/- 180 meters Scaled)
 RB0794
 RB0794                          SUPERSEDED SURVEY CONTROL
 RB0794
 RB0794  NGVD 29 (??/??/??)  682.42   (m)         2238.9    (f) RESET       3  
 RB0794
 RB0794.Superseded values are not recommended for survey control.
 RB0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0794.See file dsdata.txt to determine how the superseded data were derived.
 RB0794
 RB0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL459356(NAD 83)
 RB0794_MARKER: DB = BENCH MARK DISK
 RB0794_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RB0794_SP_SET: CULVERT
 RB0794_STAMPING: D 100 1932
 RB0794_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RB0794
 RB0794  HISTORY     - Date     Condition        Report By
 RB0794  HISTORY     - 1932     MONUMENTED       CGS
 RB0794  HISTORY     - 1968     GOOD             NGS
 RB0794
 RB0794                          STATION DESCRIPTION
 RB0794
 RB0794'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RB0794'7.55 MI SW FROM PILOT ROCK.
 RB0794'7.55 MILES SOUTHWEST ALONG U.S. HIGHWAY 395, FROM THE CROSS STREET
 RB0794'JUST WEST OF THE PILOT ROCK POST OFFICE, 0.5 MILE NORTHEAST OF NYE
 RB0794'JUNCTION, 0.2 MILE WEST OF MILE POST NO. 23, CEMENTED IN A DRILL HOLE
 RB0794'IN THE TOP OF THE PARAPET OF BOX CULVERT NO. 30-2316, 18 FEET NORTH OF
 RB0794'THE CENTER OF THE HIGHWAY AND 0.5 FOOT EAST OF THE WEST END OF THE
 RB0794'PARAPET.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0575 ***********************************************************************
 QE0575  DESIGNATION -  D 102
 QE0575  PID         -  QE0575
 QE0575  STATE/COUNTY-  OR/LINN
 QE0575  USGS QUAD   -  ALBANY (1975)
 QE0575
 QE0575                         *CURRENT SURVEY CONTROL
 QE0575  ___________________________________________________________________
 QE0575* NAD 83(1986)-  44 42 51.     (N)    123 00 56.     (W)     SCALED    
 QE0575* NAVD 88     -        71.720  (meters)     235.30   (feet)  ADJUSTED  
 QE0575  ___________________________________________________________________
 QE0575  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 QE0575  DYNAMIC HT  -          71.715 (meters)     235.28  (feet)  COMP
 QE0575  MODELED GRAV-     980,547.7   (mgal)                       NAVD 88
 QE0575
 QE0575  VERT ORDER  -  SECOND    CLASS 0
 QE0575
 QE0575.The horizontal coordinates were scaled from a topographic map and have
 QE0575.an estimated accuracy of +/- 6 seconds.
 QE0575
 QE0575.The orthometric height was determined by differential leveling
 QE0575.and adjusted in June 1991.
 QE0575
 QE0575.The geoid height was determined by GEOID03.
 QE0575
 QE0575.The dynamic height is computed by dividing the NAVD 88
 QE0575.geopotential number by the normal gravity value computed on the
 QE0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0575.degrees latitude (g = 980.6199 gals.).
 QE0575
 QE0575.The modeled gravity was interpolated from observed gravity values.
 QE0575
 QE0575;                    North         East    Units  Estimated Accuracy
 QE0575;SPC OR N     -   119,500.    2,300,720.      MT  (+/- 180 meters Scaled)
 QE0575
 QE0575                          SUPERSEDED SURVEY CONTROL
 QE0575
 QE0575  NGVD 29 (??/??/92)   70.687  (m)          231.91   (f) ADJ UNCH    2 0
 QE0575
 QE0575.Superseded values are not recommended for survey control.
 QE0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0575.See file dsdata.txt to determine how the superseded data were derived.
 QE0575
 QE0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ987511(NAD 83)
 QE0575_MARKER: DD = SURVEY DISK
 QE0575_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QE0575_SP_SET: WALKWAY
 QE0575_STAMPING: D 102 1933 231.366
 QE0575_MARK LOGO: ORHD  
 QE0575_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0575
 QE0575  HISTORY     - Date     Condition        Report By
 QE0575  HISTORY     - 1933     MONUMENTED       ORHD
 QE0575  HISTORY     - 1968     GOOD             ORDT
 QE0575  HISTORY     - 1987     GOOD             NGS
 QE0575
 QE0575                          STATION DESCRIPTION
 QE0575
 QE0575'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1968
 QE0575'0.3 MI SW FROM JEFFERSON.
 QE0575'1.4 MILES EAST OF THE NORTH JEFFERSON INTERCHANGE ON US INTERSTATE 5,
 QE0575'0.3 MILE SOUTHWEST OF JEFFERSON IN THE SOUTHWEST END OF THE HIGHWAY
 QE0575'BRIDGE OVER THE SANTIAM RIVER, 15 FEET NORTHWEST OF US HIGHWAY 99E, 2
 QE0575'FEET FROM THE CORNER OF THE BRIDGE, AND IN THE SIDEWALK.  DISK STAMPED
 QE0575'231.366 D 102 1933.
 QE0575
 QE0575                          STATION RECOVERY (1987)
 QE0575
 QE0575'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE0575'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0500 ***********************************************************************
 RD0500  DESIGNATION -  D 104
 RD0500  PID         -  RD0500
 RD0500  STATE/COUNTY-  OR/MULTNOMAH
 RD0500  USGS QUAD   -  LINNTON (1990)
 RD0500
 RD0500                         *CURRENT SURVEY CONTROL
 RD0500  ___________________________________________________________________
 RD0500* NAD 83(1986)-  45 34 10.     (N)    122 45 14.     (W)     SCALED    
 RD0500* NAVD 88     -        16.082  (meters)      52.76   (feet)  POSTED    
 RD0500  ___________________________________________________________________
 RD0500  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 RD0500  DYNAMIC HT  -          16.080 (meters)      52.76  (feet)  COMP
 RD0500  MODELED GRAV-     980,616.4   (mgal)                       NAVD 88
 RD0500
 RD0500  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 RD0500
 RD0500.The horizontal coordinates were scaled from a topographic map and have
 RD0500.an estimated accuracy of +/- 6 seconds.
 RD0500
 RD0500.The orthometric height was determined by differential leveling
 RD0500.and adjusted by the  in 1992.
 RD0500.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 RD0500.rate of 3.1 thru 4.0 mm/km.
 RD0500
 RD0500.The geoid height was determined by GEOID03.
 RD0500
 RD0500.The dynamic height is computed by dividing the NAVD 88
 RD0500.geopotential number by the normal gravity value computed on the
 RD0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0500.degrees latitude (g = 980.6199 gals.).
 RD0500
 RD0500.The modeled gravity was interpolated from observed gravity values.
 RD0500
 RD0500;                    North         East    Units  Estimated Accuracy
 RD0500;SPC OR N     -   213,900.    2,324,090.      MT  (+/- 180 meters Scaled)
 RD0500
 RD0500                          SUPERSEDED SURVEY CONTROL
 RD0500
 RD0500  NGVD 29 (??/??/92)   15.032  (m)           49.32   (f) ADJ UNCH    1 2
 RD0500
 RD0500.Superseded values are not recommended for survey control.
 RD0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0500.See file dsdata.txt to determine how the superseded data were derived.
 RD0500
 RD0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER192462(NAD 83)
 RD0500_MARKER: DB = BENCH MARK DISK
 RD0500_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD0500_SP_SET: MANHOLE BOX
 RD0500_STAMPING: D 104 1933
 RD0500_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0500
 RD0500  HISTORY     - Date     Condition        Report By
 RD0500  HISTORY     - 1933     MONUMENTED       CGS
 RD0500  HISTORY     - 1934     GOOD             NGS
 RD0500  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RD0500  HISTORY     - 1990     GOOD             USPSQD
 RD0500  HISTORY     - 20080610 MARK NOT FOUND   USACE
 RD0500
 RD0500                          STATION DESCRIPTION
 RD0500
 RD0500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RD0500'IN PORTLAND.
 RD0500'IN THE NORTHWEST PART OF PORTLAND SET IN THE S.E. CORNER OF A CONCRETE
 RD0500'MANHOLE BOX, 0.5 MILES NORTH OF WILLBRIDGE, ON THE EAST SIDE OF N.W.
 RD0500'ST. HELENS ROAD, NEAR AN ELECTRIC TRANSFORMER INSTALLATION.
 RD0500
 RD0500                          STATION RECOVERY (1988)
 RD0500
 RD0500'RECOVERY NOTE BY US POWER SQUADRON 1988 (GAN)
 RD0500'MARK NOT FOUND.
 RD0500
 RD0500                          STATION RECOVERY (1990)
 RD0500
 RD0500'RECOVERY NOTE BY US POWER SQUADRON 1990 (FV)
 RD0500'RECOVERED IN GOOD CONDITION.
 RD0500
 RD0500                          STATION RECOVERY (2008)
 RD0500
 RD0500'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2008 (JAK)
 RD0500'COORDINATES LEAD TO A GRAVEL LOT EAST OF HIGHWAY, WHICH HAS NO
 RD0500'EVIDENCE OF STRUCTURES DESCRIBED ABOVE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0048 ***********************************************************************
 RC0048  DESIGNATION -  D 105
 RC0048  PID         -  RC0048
 RC0048  STATE/COUNTY-  OR/GILLIAM
 RC0048  USGS QUAD   -  SUNDALE NW (1971)
 RC0048
 RC0048                         *CURRENT SURVEY CONTROL
 RC0048  ___________________________________________________________________
 RC0048* NAD 83(1986)-  45 41 36.     (N)    120 23 38.     (W)     SCALED    
 RC0048* NAVD 88     -        64.735  (meters)     212.38   (feet)  ADJUSTED  
 RC0048  ___________________________________________________________________
 RC0048  GEOID HEIGHT-         -21.56  (meters)                     GEOID03
 RC0048  DYNAMIC HT  -          64.733 (meters)     212.38  (feet)  COMP
 RC0048  MODELED GRAV-     980,590.2   (mgal)                       NAVD 88
 RC0048
 RC0048  VERT ORDER  -  FIRST     CLASS II
 RC0048
 RC0048.The horizontal coordinates were scaled from a topographic map and have
 RC0048.an estimated accuracy of +/- 6 seconds.
 RC0048
 RC0048.The orthometric height was determined by differential leveling
 RC0048.and adjusted in June 1991.
 RC0048
 RC0048.The geoid height was determined by GEOID03.
 RC0048
 RC0048.The dynamic height is computed by dividing the NAVD 88
 RC0048.geopotential number by the normal gravity value computed on the
 RC0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0048.degrees latitude (g = 980.6199 gals.).
 RC0048
 RC0048.The modeled gravity was interpolated from observed gravity values.
 RC0048
 RC0048;                    North         East    Units  Estimated Accuracy
 RC0048;SPC OR N     -   225,220.    2,508,260.      MT  (+/- 180 meters Scaled)
 RC0048
 RC0048                          SUPERSEDED SURVEY CONTROL
 RC0048
 RC0048  NGVD 29 (??/??/92)   63.745  (m)          209.14   (f) ADJ UNCH    1 2
 RC0048
 RC0048.Superseded values are not recommended for survey control.
 RC0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0048.See file dsdata.txt to determine how the superseded data were derived.
 RC0048
 RC0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGR029632(NAD 83)
 RC0048_MARKER: DD = SURVEY DISK
 RC0048_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RC0048_SP_SET: CULVERT
 RC0048_STAMPING: D 105
 RC0048_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC0048
 RC0048  HISTORY     - Date     Condition        Report By
 RC0048  HISTORY     - UNK      MONUMENTED       ORDT
 RC0048  HISTORY     - 1962     GOOD             NGS
 RC0048
 RC0048                          STATION DESCRIPTION
 RC0048
 RC0048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RC0048'1.7 MI W FROM BLALOCK.
 RC0048'FROM THE UNION PACIFIC RAILROAD SIDING AT BLALOCK GO WEST ON U.S.
 RC0048'HIGHWAY 30 FOR 1.7 MILES TO RAILROAD CULVERT 127.76, ABOUT 90 FEET
 RC0048'NORTH OF THE CENTER OF THE HIGHWAY AND 30-FEET LOWER, IN TOP OF THE
 RC0048'WEST END OF THE SOUTH CONCRETE HEAD WALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0299 ***********************************************************************
 RD0299  DESIGNATION -  D 106
 RD0299  PID         -  RD0299
 RD0299  STATE/COUNTY-  OR/MARION
 RD0299  USGS QUAD   -  WOODBURN (1985)
 RD0299
 RD0299                         *CURRENT SURVEY CONTROL
 RD0299  ___________________________________________________________________
 RD0299* NAD 83(1986)-  45 13 57.     (N)    122 45 08.     (W)     SCALED    
 RD0299* NAVD 88     -        33.874  (meters)     111.13   (feet)  ADJUSTED  
 RD0299  ___________________________________________________________________
 RD0299  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 RD0299  DYNAMIC HT  -          33.873 (meters)     111.13  (feet)  COMP
 RD0299  MODELED GRAV-     980,585.6   (mgal)                       NAVD 88
 RD0299
 RD0299  VERT ORDER  -  FIRST     CLASS II
 RD0299
 RD0299.The horizontal coordinates were scaled from a topographic map and have
 RD0299.an estimated accuracy of +/- 6 seconds.
 RD0299
 RD0299.The orthometric height was determined by differential leveling
 RD0299.and adjusted in June 1991.
 RD0299
 RD0299.The geoid height was determined by GEOID03.
 RD0299
 RD0299.The dynamic height is computed by dividing the NAVD 88
 RD0299.geopotential number by the normal gravity value computed on the
 RD0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0299.degrees latitude (g = 980.6199 gals.).
 RD0299
 RD0299.The modeled gravity was interpolated from observed gravity values.
 RD0299
 RD0299;                    North         East    Units  Estimated Accuracy
 RD0299;SPC OR N     -   176,460.    2,323,180.      MT  (+/- 180 meters Scaled)
 RD0299
 RD0299                          SUPERSEDED SURVEY CONTROL
 RD0299
 RD0299  NGVD 29 (??/??/92)   32.830  (m)          107.71   (f) ADJ UNCH    1 2
 RD0299
 RD0299.Superseded values are not recommended for survey control.
 RD0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0299.See file dsdata.txt to determine how the superseded data were derived.
 RD0299
 RD0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER194088(NAD 83)
 RD0299_MARKER: DD = SURVEY DISK
 RD0299_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RD0299_SP_SET: SIDEWALK OF A BRIDGE
 RD0299_STAMPING: D 106 1934
 RD0299_MARK LOGO: ORHD  
 RD0299_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0299_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD0299+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2007
 RD0299
 RD0299  HISTORY     - Date     Condition        Report By
 RD0299  HISTORY     - 1934     MONUMENTED       ORHD
 RD0299  HISTORY     - 1934     GOOD             NGS
 RD0299  HISTORY     - 1987     GOOD             NGS
 RD0299  HISTORY     - 1990     GOOD             USPSQD
 RD0299  HISTORY     - 20040414 GOOD             USPSQD
 RD0299  HISTORY     - 20070317 GOOD             USPSQD
 RD0299
 RD0299                          STATION DESCRIPTION
 RD0299
 RD0299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RD0299'IN AURORA.
 RD0299'ALONG THE PACIFIC HIGHWAY (U.S. 99-E), ABOUT 0.2 MILE NORTH EAST OF
 RD0299'THE POST OFFICE, AND 0.1 MILE WEST OF PUDDING RIVER, IN THE SOUTHEAST
 RD0299'CORNER OF HIGHWAY BRIDGE, SET ON CONCRETE SIDEWALK.
 RD0299
 RD0299                          STATION RECOVERY (1987)
 RD0299
 RD0299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD0299'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  12.4 KM
 RD0299'(7.70 MI) NORTHEASTERLY ALONG STATE HIGHWAY 99E FROM ITS JUNCTION WITH
 RD0299'LINCOLN STREET IN WOODBURN, 0.2 KM (0.10 MI) WEST OF THE PUDDING
 RD0299'RIVER, IN THE SOUTHEAST CORNER OF OF THE WALKWAY OF A HIGHWAY BRIDGE,
 RD0299'5.9 M (19.4 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 0.7 M
 RD0299'(2.3 FT) WEST OF THE EAST END OF THE BRIDGE.
 RD0299'THE MARK IS 0.2 M ABOVE THE HIGHWAY.
 RD0299
 RD0299                          STATION RECOVERY (1990)
 RD0299
 RD0299'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCB)
 RD0299'RECOVERED IN GOOD CONDITION.
 RD0299
 RD0299                          STATION RECOVERY (2004)
 RD0299
 RD0299'RECOVERY NOTE BY US POWER SQUADRON 2004 (PCC)
 RD0299'RECOVERED IN GOOD CONDITION.
 RD0299
 RD0299                          STATION RECOVERY (2007)
 RD0299
 RD0299'RECOVERY NOTE BY US POWER SQUADRON 2007 (RR)
 RD0299'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0209 ***********************************************************************
 RD0209  DESIGNATION -  D 107
 RD0209  PID         -  RD0209
 RD0209  STATE/COUNTY-  OR/CLACKAMAS
 RD0209  USGS QUAD   -  SANDY (1985)
 RD0209
 RD0209                         *CURRENT SURVEY CONTROL
 RD0209  ___________________________________________________________________
 RD0209* NAD 83(1986)-  45 24 39.     (N)    122 18 08.     (W)     SCALED    
 RD0209* NAVD 88     -       203.509  (meters)     667.68   (feet)  ADJUSTED  
 RD0209  ___________________________________________________________________
 RD0209  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 RD0209  DYNAMIC HT  -         203.494 (meters)     667.63  (feet)  COMP
 RD0209  MODELED GRAV-     980,540.6   (mgal)                       NAVD 88
 RD0209
 RD0209  VERT ORDER  -  SECOND    CLASS 0
 RD0209
 RD0209.The horizontal coordinates were scaled from a topographic map and have
 RD0209.an estimated accuracy of +/- 6 seconds.
 RD0209
 RD0209.The orthometric height was determined by differential leveling
 RD0209.and adjusted in June 1991.
 RD0209
 RD0209.The geoid height was determined by GEOID03.
 RD0209
 RD0209.The dynamic height is computed by dividing the NAVD 88
 RD0209.geopotential number by the normal gravity value computed on the
 RD0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0209.degrees latitude (g = 980.6199 gals.).
 RD0209
 RD0209.The modeled gravity was interpolated from observed gravity values.
 RD0209
 RD0209;                    North         East    Units  Estimated Accuracy
 RD0209;SPC OR N     -   195,390.    2,358,950.      MT  (+/- 180 meters Scaled)
 RD0209
 RD0209                          SUPERSEDED SURVEY CONTROL
 RD0209
 RD0209  NGVD 29 (??/??/92)  202.454  (m)          664.22   (f) ADJ UNCH    2 0
 RD0209
 RD0209.Superseded values are not recommended for survey control.
 RD0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0209.See file dsdata.txt to determine how the superseded data were derived.
 RD0209
 RD0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER546288(NAD 83)
 RD0209_MARKER: DD = SURVEY DISK
 RD0209_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD0209_SP_SET: CULVERT
 RD0209_STAMPING: D 107 1934
 RD0209_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0209
 RD0209  HISTORY     - Date     Condition        Report By
 RD0209  HISTORY     - 1934     MONUMENTED       ORDT
 RD0209  HISTORY     - 1935     GOOD             ORDT
 RD0209  HISTORY     - 20040810 MARK NOT FOUND   USPSQD
 RD0209
 RD0209                          STATION DESCRIPTION
 RD0209
 RD0209'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1935
 RD0209'0.5 MI SE FROM KELSO.
 RD0209'0.5 MILE SOUTHEAST ALONG THE MOUNT HOOD LOOP HIGHWAY (OREGON 50) FROM
 RD0209'KELSO, CLACKAMAS COUNTY, AT A 6- BY 6-FOOT CONCRETE-BOX CULVERT, IN
 RD0209'THE TOP OF THE NORTHWEST CORNER OF THE NORTHEAST HEAD WALL, AND ABOUT
 RD0209'6 FEET LOWER THAN THE HIGHWAY.  AN OREGON STATE HIGHWAY DEPARTMENT
 RD0209'STANDARD DISK, STAMPED D 107 1934.
 RD0209
 RD0209                          STATION RECOVERY (2004)
 RD0209
 RD0209'RECOVERY NOTE BY US POWER SQUADRON 2004 (DLM)
 RD0209'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1326 ***********************************************************************
 RC1326  DESIGNATION -  D 108
 RC1326  PID         -  RC1326
 RC1326  STATE/COUNTY-  OR/WASCO
 RC1326  USGS QUAD   -  WAPINITIA PASS (1996)
 RC1326
 RC1326                         *CURRENT SURVEY CONTROL
 RC1326  ___________________________________________________________________
 RC1326* NAD 83(1986)-  45 09 26.     (N)    121 38 57.     (W)     SCALED    
 RC1326* NAVD 88     -       998.384  (meters)    3275.53   (feet)  ADJUSTED  
 RC1326  ___________________________________________________________________
 RC1326  GEOID HEIGHT-         -20.92  (meters)                     GEOID03
 RC1326  DYNAMIC HT  -         998.141 (meters)    3274.73  (feet)  COMP
 RC1326  MODELED GRAV-     980,338.3   (mgal)                       NAVD 88
 RC1326
 RC1326  VERT ORDER  -  SECOND    CLASS 0
 RC1326
 RC1326.The horizontal coordinates were scaled from a topographic map and have
 RC1326.an estimated accuracy of +/- 6 seconds.
 RC1326
 RC1326.The orthometric height was determined by differential leveling
 RC1326.and adjusted in June 1991.
 RC1326
 RC1326.The geoid height was determined by GEOID03.
 RC1326
 RC1326.The dynamic height is computed by dividing the NAVD 88
 RC1326.geopotential number by the normal gravity value computed on the
 RC1326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1326.degrees latitude (g = 980.6199 gals.).
 RC1326
 RC1326.The modeled gravity was interpolated from observed gravity values.
 RC1326
 RC1326;                    North         East    Units  Estimated Accuracy
 RC1326;SPC OR N     -   166,280.    2,409,650.      MT  (+/- 180 meters Scaled)
 RC1326
 RC1326                          SUPERSEDED SURVEY CONTROL
 RC1326
 RC1326  NGVD 29 (??/??/92)  997.281  (m)         3271.91   (f) ADJ UNCH    2 0
 RC1326
 RC1326.Superseded values are not recommended for survey control.
 RC1326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1326.See file dsdata.txt to determine how the superseded data were derived.
 RC1326
 RC1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR061013(NAD 83)
 RC1326_MARKER: DB = BENCH MARK DISK
 RC1326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC1326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC1326_STAMPING: D 108 1934
 RC1326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1326+STABILITY: SURFACE MOTION
 RC1326
 RC1326  HISTORY     - Date     Condition        Report By
 RC1326  HISTORY     - 1934     MONUMENTED       CGS
 RC1326  HISTORY     - 1937     GOOD             ORDT
 RC1326  HISTORY     - 1983     GOOD             USGS
 RC1326  HISTORY     - 1984     GOOD             USPSQD
 RC1326  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 RC1326  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 RC1326
 RC1326                          STATION DESCRIPTION
 RC1326
 RC1326'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1937
 RC1326'7.5 MI NW FROM BEAR SPRINGS.
 RC1326'7.5 MILES NORTHWEST ALONG THE WAPINITIA HIGHWAY (OREGON 50) FROM BEAR
 RC1326'SPRINGS, WASCO COUNTY, ABOUT 0.8 MILE NORTHWEST OF THE BRIDGE OVER
 RC1326'CLEAR CREEK, AT BEARPAW FOREST CAMP, ABOUT 40 YARDS NORTHWEST OF A
 RC1326'HIGHWAY BRIDGE OVER A CREEK, AT SURVEY STATION 575+90, AT THE JUNCTION
 RC1326'OF THE ROAD LEADING TO THE CAMP, 42 FEET NORTH OF THE CENTER LINE OF
 RC1326'THE HIGHWAY, AND 23 FEET WEST OF THE ROAD.  A STANDARD DISK, STAMPED D
 RC1326'108 1934 AND SET IN THE TOP OF A CONCRETE POST.
 RC1326
 RC1326                          STATION RECOVERY (1983)
 RC1326
 RC1326'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 RC1326'CHANGED HIGHWAY NUMBERS: THE ABOVE BENCH MARKS ARE LOCATED U.S.
 RC1326'HIGHWAY 26 ( REPLACES WAPINITIA HIGHWAY-OREGON 50).
 RC1326
 RC1326                          STATION RECOVERY (1984)
 RC1326
 RC1326'RECOVERY NOTE BY US POWER SQUADRON 1984
 RC1326'RECOVERED IN GOOD CONDITION.
 RC1326
 RC1326                          STATION RECOVERY (1985)
 RC1326
 RC1326'RECOVERY NOTE BY US POWER SQUADRON 1985
 RC1326'MARK NOT FOUND.
 RC1326
 RC1326                          STATION RECOVERY (1985)
 RC1326
 RC1326'RECOVERY NOTE BY US POWER SQUADRON 1985
 RC1326'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1459 ***********************************************************************
 RC1459  DESIGNATION -  D 109
 RC1459  PID         -  RC1459
 RC1459  STATE/COUNTY-  OR/HOOD RIVER
 RC1459  USGS QUAD   -  PARKDALE (1994)
 RC1459
 RC1459                         *CURRENT SURVEY CONTROL
 RC1459  ___________________________________________________________________
 RC1459* NAD 83(1986)-  45 33 39.     (N)    121 33 47.     (W)     SCALED    
 RC1459* NAVD 88     -       443.375  (meters)    1454.64   (feet)  ADJUSTED  
 RC1459  ___________________________________________________________________
 RC1459  GEOID HEIGHT-         -21.29  (meters)                     GEOID03
 RC1459  DYNAMIC HT  -         443.310 (meters)    1454.43  (feet)  COMP
 RC1459  MODELED GRAV-     980,457.4   (mgal)                       NAVD 88
 RC1459
 RC1459  VERT ORDER  -  SECOND    CLASS 0
 RC1459
 RC1459.The horizontal coordinates were scaled from a topographic map and have
 RC1459.an estimated accuracy of +/- 6 seconds.
 RC1459
 RC1459.The orthometric height was determined by differential leveling
 RC1459.and adjusted in June 1991.
 RC1459
 RC1459.The geoid height was determined by GEOID03.
 RC1459
 RC1459.The dynamic height is computed by dividing the NAVD 88
 RC1459.geopotential number by the normal gravity value computed on the
 RC1459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1459.degrees latitude (g = 980.6199 gals.).
 RC1459
 RC1459.The modeled gravity was interpolated from observed gravity values.
 RC1459
 RC1459;                    North         East    Units  Estimated Accuracy
 RC1459;SPC OR N     -   211,030.    2,417,010.      MT  (+/- 180 meters Scaled)
 RC1459
 RC1459                          SUPERSEDED SURVEY CONTROL
 RC1459
 RC1459  NGVD 29 (??/??/92)  442.311  (m)         1451.15   (f) ADJ UNCH    2 0
 RC1459
 RC1459.Superseded values are not recommended for survey control.
 RC1459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1459.See file dsdata.txt to determine how the superseded data were derived.
 RC1459
 RC1459_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR121462(NAD 83)
 RC1459_MARKER: DB = BENCH MARK DISK
 RC1459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC1459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC1459_STAMPING: D 109 1934
 RC1459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1459+STABILITY: SURFACE MOTION
 RC1459
 RC1459  HISTORY     - Date     Condition        Report By
 RC1459  HISTORY     - 1934     MONUMENTED       CGS
 RC1459  HISTORY     - 1961     GOOD             NGS
 RC1459  HISTORY     - 19911101 MARK NOT FOUND   USGS-R
 RC1459
 RC1459                          STATION DESCRIPTION
 RC1459
 RC1459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RC1459'1.6 MI N FROM MT. HOOD.
 RC1459'REACHED FROM THE POST OFFICE AT MT. HOOD GO NORTH ON STATE HIGHWAY 35
 RC1459'FOR 1.6 MILES.  BENCH MARK IS 28 FEET WEST OF THE CENTER OF THE
 RC1459'HIGHWAY, 70 YARDS SOUTH OF THE ASSEMBLY OF GOD CHURCH, AND 1-FOOT
 RC1459'NORTH OF A METAL WITNESS POST.
 RC1459
 RC1459                          STATION RECOVERY (1991)
 RC1459
 RC1459'RECOVERY NOTE BY USGS ROCKY MOUNTAIN MAPPING CENTER 1991 (AJ)
 RC1459'HIGHWAY CONSTRUCTION IN THE AREA
 RC1459'THIS MARK HAS BEEN RESET (SEE D 109 RESET)
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2013 ***********************************************************************
 RC2013  DESIGNATION -  D 109 RESET
 RC2013  PID         -  RC2013
 RC2013  STATE/COUNTY-  OR/HOOD RIVER
 RC2013  USGS QUAD   -  PARKDALE (1994)
 RC2013
 RC2013                         *CURRENT SURVEY CONTROL
 RC2013  ___________________________________________________________________
 RC2013* NAD 83(2007)-  45 33 42.32774(N)    121 33 45.10230(W)     ADJUSTED  
 RC2013* NAVD 88     -       449.89   (meters)    1476.0    (feet)  RESET     
 RC2013  ___________________________________________________________________
 RC2013  EPOCH DATE  -        2007.00
 RC2013  X           -  -2,341,572.083 (meters)                     COMP
 RC2013  Y           -  -3,811,754.640 (meters)                     COMP
 RC2013  Z           -   4,531,580.301 (meters)                     COMP
 RC2013  LAPLACE CORR-           4.49  (seconds)                    DEFLEC99
 RC2013  ELLIP HEIGHT-         424.051 (meters)          (02/10/07) ADJUSTED
 RC2013  GEOID HEIGHT-         -21.29  (meters)                     GEOID03
 RC2013
 RC2013  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 RC2013  Type    PID    Designation                      North   East  Ellip
 RC2013  -------------------------------------------------------------------
 RC2013  NETWORK RC2013 D 109 RESET                       7.19   6.55  25.97
 RC2013  -------------------------------------------------------------------
 RC2013  VERT ORDER  -  THIRD
 RC2013
 RC2013.The horizontal coordinates were established by GPS observations
 RC2013.and adjusted by the National Geodetic Survey in February 2007.
 RC2013
 RC2013.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 RC2013.See www.ngs.noaa.gov/NationalReadjustment for more information.
 RC2013.The horizontal coordinates are valid at the epoch date displayed above.
 RC2013.The epoch date for horizontal control is a decimal equivalence
 RC2013.of Year/Month/Day.
 RC2013
 RC2013.The orthometric height was computed from unverified reset data.
 RC2013.No vertical observational check was made to the station.
 RC2013
 RC2013.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RC2013
 RC2013.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2013
 RC2013.The ellipsoidal height was determined by GPS observations
 RC2013.and is referenced to NAD 83.
 RC2013
 RC2013.The geoid height was determined by GEOID03.
 RC2013
 RC2013;                    North         East     Units Scale Factor Converg.
 RC2013;SPC OR N     -   211,133.063 2,417,054.859   MT  0.99991808   -0 45 12.7
 RC2013;SPC OR N     -   692,693.78  7,929,970.01   iFT  0.99991808   -0 45 12.7
 RC2013;UTM  10      - 5,046,362.529   612,182.001   MT  0.99975473   +1 01 35.3
 RC2013
 RC2013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2013!SPC OR N     -   0.99993352  x   0.99991808  =   0.99985161
 RC2013!UTM  10      -   0.99993352  x   0.99975473  =   0.99968827
 RC2013
 RC2013                          SUPERSEDED SURVEY CONTROL
 RC2013
 RC2013  NAD 83(1998)-  45 33 42.32699(N)    121 33 45.10159(W) AD(       ) 2
 RC2013  ELLIP H (07/18/02)  424.055  (m)                       GP(       ) 4 1
 RC2013  NAD 83(1991)-  45 33 42.32531(N)    121 33 45.10190(W) AD(       ) 2
 RC2013  ELLIP H (10/15/91)  424.172  (m)                       GP(       ) 4 1
 RC2013  NAD 83(1986)-  45 33 42.34018(N)    121 33 45.10714(W) AD(       ) 2
 RC2013  NGVD 29 (10/26/06)  444.30   (m)         1457.7    (f) RESET       3  
 RC2013
 RC2013.Superseded values are not recommended for survey control.
 RC2013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2013.See file dsdata.txt to determine how the superseded data were derived.
 RC2013
 RC2013_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR1218246363(NAD 83)
 RC2013_MARKER: DB = BENCH MARK DISK
 RC2013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC2013_SP_SET: CONCRETE POST
 RC2013_STAMPING: D 109 RESET 1980
 RC2013_MARK LOGO: NGS   
 RC2013_MAGNETIC: N = NO MAGNETIC MATERIAL
 RC2013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC2013+STABILITY: SURFACE MOTION
 RC2013_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RC2013+SATELLITE: SATELLITE OBSERVATIONS - October 30, 1987
 RC2013
 RC2013  HISTORY     - Date     Condition        Report By
 RC2013  HISTORY     - 1980     MONUMENTED       NGS
 RC2013  HISTORY     - 1980     GOOD             NGS
 RC2013  HISTORY     - 19800403 GOOD             NGS
 RC2013  HISTORY     - 19871030 GOOD
 RC2013
 RC2013                          STATION DESCRIPTION
 RC2013
 RC2013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (LLR)
 RC2013'THE STATION IS LOCATED ABOUT 3.3 KM (2.0 MILE) NORTH OF THE
 RC2013'CONNUNITY OF MOUNT HOOD ON THE WEST SIDE OF HIGHWAY 35.
 RC2013'
 RC2013'TO REACH THE STATION FROM THE MOUNT HOOD NATIONAL FOREST RANGER
 RC2013'STATION (WHICH IS LACATED ABOUT 0.3 KM (0.2 MILE) SOUTH OF THE SOUTH
 RC2013'EDGE OF MOUNT HOOD, GO NORTH ON STATE HIGHWAY 35 FOR 3.4 KM (2.1 MI)
 RC2013'TO THE STATION ON THE LEFT JUST PAST THE MOUNT HOOD CHURCH.
 RC2013'
 RC2013'THE STATION IS A STANDARD NGS VERTICAL DISK STAMPED---D 109 RESET
 RC2013'1980---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 27
 RC2013'CENTIMETERS IN DIAMETER PROJECTING 10 CENTIMETERS ABOVE THE GROUND.
 RC2013'IT IS 59.13 METERS (194.0 FEET) NORTHEAST OF THE NORTHEAST CORNER OF
 RC2013'CHURCH BUILDING, 51.51 METERS (169 FEET) NORTH-NORTHEAST FROM THE
 RC2013'APPROXIMATE CENTER OF OREGON ROAD, 16.15 METERS (53.0 FEET)
 RC2013'SOUTHWEST FROM THE NORTHWEST END OF A CONCRETE PIPE CULVERT, 30 CM
 RC2013'IN DIAMETER UNDER THE HIGHWAY, 10.21 METERS (3.35 FEET) WNW FROM THE
 RC2013'APPROXIMATE CENTER OF HIGHWAY 35, 1.98 METERS (6.5 FEET) NORTH FROM
 RC2013'THE CENTER OF A METAL PIPE 12 CM IN DIAMETER AND PROJECTING 7 CM
 RC2013'ABOVE THE GROUND, 1.77 METER (5.8 FEET) SW FROM A WOODEN FENCE
 RC2013'CORNER POST AND 0.61 METER (2.0 FEET) SOUTH FROM A METAL WITNESS
 RC2013'POST.
 RC2013'
 RC2013'NOTE,  THIS MARK WILL PROBABLY BE DESTROYED DURING CONSTRUCTION IN
 RC2013'THE NEAR FUTURE.  A RESET MARK WAS SET NEARBY.  SEE DESCRIPTION FOR
 RC2013'D 109 RESET 1987.
 RC2013'
 RC2013'DESCRIBED BY L.L. RIGGERS.
 RC2013
 RC2013                          STATION RECOVERY (1980)
 RC2013
 RC2013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RC2013'RECOVERED IN GOOD CONDITION.
 RC2013
 RC2013                          STATION RECOVERY (1980)
 RC2013
 RC2013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RC2013'AT THE NORTHEAST CORNER OF PROPERTY OF MT HOOD, ASSEMBLIES OF GOD
 RC2013'CHURCH AT 5780 HIGHWAY 35, PARKDALE.  IT IS LOCATED ABOUT 1.6 MILES
 RC2013'FROM THE ROADFORK IN THE COMMUNITY OF MT HOOD, 170 FEET NORTH OF THE
 RC2013'DRIVEWAY ENTRANCE TO THE CHURCH, 33.0 FEET WEST OF THE CENTERLINE OF
 RC2013'HIGHWAY 35, 5.9 FEET WEST-SOUTHWEST OF A FENCE CORNER AND 2.2 FEET
 RC2013'SOUTH OF A METAL WITNESS POST, MARK PROJECTING 3 INCHES ABOVE GROUND.
 RC2013
 RC2013                          STATION RECOVERY (1987)
 RC2013
 RC2013'RECOVERED 1987
 RC2013'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0295 ***********************************************************************
 PC0295  DESIGNATION -  D 11
 PC0295  PID         -  PC0295
 PC0295  STATE/COUNTY-  OR/LANE
 PC0295  USGS QUAD   -  COTTAGE GROVE (1984)
 PC0295
 PC0295                         *CURRENT SURVEY CONTROL
 PC0295  ___________________________________________________________________
 PC0295* NAD 83(1986)-  43 49 55.     (N)    123 02 35.     (W)     SCALED    
 PC0295* NAVD 88     -       188.340  (meters)     617.91   (feet)  ADJUSTED  
 PC0295  ___________________________________________________________________
 PC0295  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 PC0295  DYNAMIC HT  -         188.305 (meters)     617.80  (feet)  COMP
 PC0295  MODELED GRAV-     980,428.9   (mgal)                       NAVD 88
 PC0295
 PC0295  VERT ORDER  -  FIRST     CLASS II
 PC0295
 PC0295.The horizontal coordinates were scaled from a topographic map and have
 PC0295.an estimated accuracy of +/- 6 seconds.
 PC0295
 PC0295.The orthometric height was determined by differential leveling
 PC0295.and adjusted in June 1991.
 PC0295
 PC0295.The geoid height was determined by GEOID03.
 PC0295
 PC0295.The dynamic height is computed by dividing the NAVD 88
 PC0295.geopotential number by the normal gravity value computed on the
 PC0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0295.degrees latitude (g = 980.6199 gals.).
 PC0295
 PC0295.The modeled gravity was interpolated from observed gravity values.
 PC0295
 PC0295;                    North         East    Units  Estimated Accuracy
 PC0295;SPC OR S     -   243,640.    1,295,500.      MT  (+/- 180 meters Scaled)
 PC0295
 PC0295                          SUPERSEDED SURVEY CONTROL
 PC0295
 PC0295  NGVD 29 (??/??/92)  187.189  (m)          614.14   (f) ADJ UNCH    1 2
 PC0295
 PC0295.Superseded values are not recommended for survey control.
 PC0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0295.See file dsdata.txt to determine how the superseded data were derived.
 PC0295
 PC0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP965532(NAD 83)
 PC0295_MARKER: DB = BENCH MARK DISK
 PC0295_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PC0295_SP_SET: HEADWALL
 PC0295_STAMPING: D 11 1920 ELEV 613.874 FT
 PC0295_MARK LOGO: CGS   
 PC0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0295+STABILITY: SURFACE MOTION
 PC0295
 PC0295  HISTORY     - Date     Condition        Report By
 PC0295  HISTORY     - 1920     MONUMENTED       CGS
 PC0295  HISTORY     - 1934     GOOD             NGS
 PC0295  HISTORY     - 1982     GOOD             LOCSUR
 PC0295  HISTORY     - 1985     GOOD             USPSQD
 PC0295  HISTORY     - 19860426 GOOD             USPSQD
 PC0295  HISTORY     - 1987     GOOD             NGS
 PC0295  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 PC0295
 PC0295                          STATION DESCRIPTION
 PC0295
 PC0295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PC0295'IN SAGINAW.
 PC0295'AT SAGINAW, LANE COUNTY, 70.0 FEET SOUTHWEST OF THE CORNER OF THE
 PC0295'SOUTHERN PACIFIC CO. STATION, 12.5 FEET EAST OF THE PACIFIC HIGHWAY
 PC0295'CENTERLINE IN THE NORTH END OF A HIGHWAY CULVERT PARAPET.  A STANDARD
 PC0295'DISK STAMPED D 11 1920.
 PC0295
 PC0295                          STATION RECOVERY (1982)
 PC0295
 PC0295'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 PC0295'ON HIGHWAY 99, 300 FEET SOUTH OF SAGINAW EAST ROAD AND 12.5 FEET EAST
 PC0295'OF THE CENTERLINE , IS A BRASS CAP IN THE NORTHEAST CORNER OF A BOX
 PC0295'CULVERT.
 PC0295
 PC0295                          STATION RECOVERY (1985)
 PC0295
 PC0295'RECOVERY NOTE BY US POWER SQUADRON 1985
 PC0295'RECOVERED IN GOOD CONDITION.
 PC0295
 PC0295                          STATION RECOVERY (1986)
 PC0295
 PC0295'RECOVERY NOTE BY US POWER SQUADRON 1986 (RCC)
 PC0295'RECOVERED IN GOOD CONDITION.
 PC0295
 PC0295                          STATION RECOVERY (1987)
 PC0295
 PC0295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PC0295'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN SAGINAW,
 PC0295'AT 79938 STATE HIGHWAY 99, IN THE NORTH END OF THE EAST CONCRETE
 PC0295'HEADWALL OF A CULVERT UNDER THE HIGHWAY, 18.5 M (60.7 FT) SOUTHEAST
 PC0295'OF THE SOUTHEAST CORNER OF THE SAGINAW MARKET AT 79938 STATE HIGHWAY
 PC0295'99, 3.8 M (12.5 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, AND 0.5 M
 PC0295'(1.6 FT) SOUTH OF THE NORTH END OF THE HEADWALL.
 PC0295'THE MARK IS 0.4 M ABOVE THE HIGHWAY.
 PC0295
 PC0295                          STATION RECOVERY (1988)
 PC0295
 PC0295'RECOVERY NOTE BY US POWER SQUADRON 1988 (AS)
 PC0295'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1178 ***********************************************************************
 RC1178  DESIGNATION -  D 110
 RC1178  PID         -  RC1178
 RC1178  STATE/COUNTY-  OR/WASCO
 RC1178  USGS QUAD   -  MAUPIN (1996)
 RC1178
 RC1178                         *CURRENT SURVEY CONTROL
 RC1178  ___________________________________________________________________
 RC1178* NAD 83(1986)-  45 07 45.     (N)    121 07 22.     (W)     SCALED    
 RC1178* NAVD 88     -       281.683  (meters)     924.15   (feet)  ADJUSTED  
 RC1178  ___________________________________________________________________
 RC1178  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 RC1178  DYNAMIC HT  -         281.632 (meters)     923.99  (feet)  COMP
 RC1178  MODELED GRAV-     980,432.8   (mgal)                       NAVD 88
 RC1178
 RC1178  VERT ORDER  -  SECOND    CLASS 0
 RC1178
 RC1178.The horizontal coordinates were scaled from a topographic map and have
 RC1178.an estimated accuracy of +/- 6 seconds.
 RC1178
 RC1178.The orthometric height was determined by differential leveling
 RC1178.and adjusted in June 1991.
 RC1178
 RC1178.The geoid height was determined by GEOID03.
 RC1178
 RC1178.The dynamic height is computed by dividing the NAVD 88
 RC1178.geopotential number by the normal gravity value computed on the
 RC1178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1178.degrees latitude (g = 980.6199 gals.).
 RC1178
 RC1178.The modeled gravity was interpolated from observed gravity values.
 RC1178
 RC1178;                    North         East    Units  Estimated Accuracy
 RC1178;SPC OR N     -   162,700.    2,451,010.      MT  (+/- 180 meters Scaled)
 RC1178
 RC1178                          SUPERSEDED SURVEY CONTROL
 RC1178
 RC1178  NGVD 29 (??/??/92)  280.641  (m)          920.74   (f) ADJ UNCH    2 0
 RC1178
 RC1178.Superseded values are not recommended for survey control.
 RC1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1178.See file dsdata.txt to determine how the superseded data were derived.
 RC1178
 RC1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ476990(NAD 83)
 RC1178_MARKER: DB = BENCH MARK DISK
 RC1178_SETTING: 80 = SET IN A BOULDER
 RC1178_SP_SET: BOULDER
 RC1178_STAMPING: D 110 1934
 RC1178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1178+STABILITY: SURFACE MOTION
 RC1178
 RC1178  HISTORY     - Date     Condition        Report By
 RC1178  HISTORY     - 1934     MONUMENTED       CGS
 RC1178  HISTORY     - 1985     GOOD             USPSQD
 RC1178
 RC1178                          STATION DESCRIPTION
 RC1178
 RC1178'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RC1178'4.0 MI S FROM MAUPIN.
 RC1178'4.0 MI. S. ALONG O.W.R.R. AND N.RY. FROM STATION.  ALONG THE RIGHT OF
 RC1178'WAY OF THE OREGON-WASHINGTON RAILROAD AND NAVIGATION CO., 40 RAILS,
 RC1178'APPROXIMATELY 440 YARDS SOUTH OF MILE POST 55, 9 RAILS NORTH OF SIGN
 RC1178'SLOW, 25 FEET WEST OF TRACK, SET ON TOP OF BOULDER.
 RC1178
 RC1178                          STATION RECOVERY (1985)
 RC1178
 RC1178'RECOVERY NOTE BY US POWER SQUADRON 1985
 RC1178'STATION US 4.0 MILES SOUTH ALONG OLD ABANDONED U.P. RAILROAD FROM
 RC1178'ABANDONED RAILROAD STATION AT MANPIN 15 FEET WEST OF CENTER OF THE
 RC1178'ROAD AT SOUTHEND OF A SMALL ROADSIDE TURNOUT AND IN A DRILL HOLE IN A
 RC1178'ROCK FLUSH WITH THE GROUND. A STANDRD DISK WITH ONLY A FEW BRUISES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0717 ***********************************************************************
 QD0717  DESIGNATION -  D 111
 QD0717  PID         -  QD0717
 QD0717  STATE/COUNTY-  OR/DESCHUTES
 QD0717  USGS QUAD   -  REDMOND (1975)
 QD0717
 QD0717                         *CURRENT SURVEY CONTROL
 QD0717  ___________________________________________________________________
 QD0717* NAD 83(1986)-  44 22 14.     (N)    121 10 43.     (W)     SCALED    
 QD0717* NAVD 88     -       862.779  (meters)    2830.63   (feet)  ADJUSTED  
 QD0717  ___________________________________________________________________
 QD0717  GEOID HEIGHT-         -21.13  (meters)                     GEOID03
 QD0717  DYNAMIC HT  -         862.513 (meters)    2829.76  (feet)  COMP
 QD0717  MODELED GRAV-     980,281.4   (mgal)                       NAVD 88
 QD0717
 QD0717  VERT ORDER  -  SECOND    CLASS 0
 QD0717
 QD0717.The horizontal coordinates were scaled from a topographic map and have
 QD0717.an estimated accuracy of +/- 6 seconds.
 QD0717
 QD0717.The orthometric height was determined by differential leveling
 QD0717.and adjusted in June 1991.
 QD0717
 QD0717.The geoid height was determined by GEOID03.
 QD0717
 QD0717.The dynamic height is computed by dividing the NAVD 88
 QD0717.geopotential number by the normal gravity value computed on the
 QD0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0717.degrees latitude (g = 980.6199 gals.).
 QD0717
 QD0717.The modeled gravity was interpolated from observed gravity values.
 QD0717
 QD0717;                    North         East    Units  Estimated Accuracy
 QD0717;SPC OR S     -   300,600.    1,445,910.      MT  (+/- 180 meters Scaled)
 QD0717
 QD0717                          SUPERSEDED SURVEY CONTROL
 QD0717
 QD0717  NGVD 29 (??/??/92)  861.691  (m)         2827.06   (f) ADJ UNCH    2 0
 QD0717
 QD0717.Superseded values are not recommended for survey control.
 QD0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0717.See file dsdata.txt to determine how the superseded data were derived.
 QD0717
 QD0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ451146(NAD 83)
 QD0717_MARKER: DD = SURVEY DISK
 QD0717_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QD0717_SP_SET: CULVERT
 QD0717_STAMPING: D-111 2828
 QD0717_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0717
 QD0717  HISTORY     - Date     Condition        Report By
 QD0717  HISTORY     - UNK      MONUMENTED       ORDT
 QD0717  HISTORY     - 1934     GOOD             NGS
 QD0717  HISTORY     - 1959     MARK NOT FOUND   NGS
 QD0717
 QD0717                          STATION DESCRIPTION
 QD0717
 QD0717'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QD0717'1.4 MI N FROM TERREBONNE.
 QD0717'ALONG THE DALLES-CALIFORNIA HIGHWAY (U.S. 97) 100 FT. NORTH OF
 QD0717'INTERSECTION OF COUNTY ROAD, ABOUT .25 MILE ON CENTER OF WEST CONCRETE
 QD0717'HEAD WALL OF CULVERT OVER IRRIGATION DITCH.
 QD0717
 QD0717                          STATION RECOVERY (1959)
 QD0717
 QD0717'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 QD0717'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0161 ***********************************************************************
 PB0161  DESIGNATION -  D 112
 PB0161  PID         -  PB0161
 PB0161  STATE/COUNTY-  OR/DESCHUTES
 PB0161  USGS QUAD   -  BROTHERS NW (1967)
 PB0161
 PB0161                         *CURRENT SURVEY CONTROL
 PB0161  ___________________________________________________________________
 PB0161* NAD 83(1986)-  43 52 38.     (N)    120 43 59.     (W)     SCALED    
 PB0161* NAVD 88     -      1355.133  (meters)    4445.97   (feet)  ADJUSTED  
 PB0161  ___________________________________________________________________
 PB0161  GEOID HEIGHT-         -20.03  (meters)                     GEOID03
 PB0161  DYNAMIC HT  -        1354.520 (meters)    4443.95  (feet)  COMP
 PB0161  MODELED GRAV-     980,119.4   (mgal)                       NAVD 88
 PB0161
 PB0161  VERT ORDER  -  SECOND    CLASS 0
 PB0161
 PB0161.The horizontal coordinates were scaled from a topographic map and have
 PB0161.an estimated accuracy of +/- 6 seconds.
 PB0161
 PB0161.The orthometric height was determined by differential leveling
 PB0161.and adjusted in June 1991.
 PB0161
 PB0161.The geoid height was determined by GEOID03.
 PB0161
 PB0161.The dynamic height is computed by dividing the NAVD 88
 PB0161.geopotential number by the normal gravity value computed on the
 PB0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0161.degrees latitude (g = 980.6199 gals.).
 PB0161
 PB0161.The modeled gravity was interpolated from observed gravity values.
 PB0161
 PB0161;                    North         East    Units  Estimated Accuracy
 PB0161;SPC OR S     -   245,590.    1,481,270.      MT  (+/- 180 meters Scaled)
 PB0161
 PB0161                          SUPERSEDED SURVEY CONTROL
 PB0161
 PB0161  NGVD 29 (??/??/92) 1353.936  (m)         4442.04   (f) ADJ UNCH    2 0
 PB0161
 PB0161.Superseded values are not recommended for survey control.
 PB0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0161.See file dsdata.txt to determine how the superseded data were derived.
 PB0161
 PB0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP821607(NAD 83)
 PB0161_MARKER: DB = BENCH MARK DISK
 PB0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0161_STAMPING: D-112 1934
 PB0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0161+STABILITY: SURFACE MOTION
 PB0161
 PB0161  HISTORY     - Date     Condition        Report By
 PB0161  HISTORY     - 1934     MONUMENTED       CGS
 PB0161  HISTORY     - 1936     GOOD             NGS
 PB0161
 PB0161                          STATION DESCRIPTION
 PB0161
 PB0161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 PB0161'40.4 MI S FROM PRINEVILLE.
 PB0161'40.4 MILES SOUTH OF CROOK COUNTY COURTHOUSE AT PRINEVILLE.  2.0 MILES
 PB0161'NORTH OF JUNCTION OF STATE HIGHWAY AND CENTRAL OREGON HIGHWAY NO. 54.
 PB0161'0.4 MILE NORTH OF WHERE HIGHWAY CROSSES A WIDE RAVINE.  0.4 MILE SOUTH
 PB0161'OF TOP OF RIDGE.  30 FEET WEST OF CENTERLINE OF STATE HIGHWAY 27. ON
 PB0161'LEVEL TANGENT.  U.S. COAST AND GEODETIC SURVEY STANDARD DISK SET IN
 PB0161'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0459 ***********************************************************************
 QD0459  DESIGNATION -  D 113
 QD0459  PID         -  QD0459
 QD0459  STATE/COUNTY-  OR/WASCO
 QD0459  USGS QUAD   -  ARRASTRA BUTTE (1987)
 QD0459
 QD0459                         *CURRENT SURVEY CONTROL
 QD0459  ___________________________________________________________________
 QD0459* NAD 83(1986)-  44 51 33.     (N)    120 37 14.     (W)     SCALED    
 QD0459* NAVD 88     -      1104.365  (meters)    3623.24   (feet)  ADJUSTED  
 QD0459  ___________________________________________________________________
 QD0459  GEOID HEIGHT-         -20.43  (meters)                     GEOID03
 QD0459  DYNAMIC HT  -        1104.062 (meters)    3622.24  (feet)  COMP
 QD0459  MODELED GRAV-     980,303.8   (mgal)                       NAVD 88
 QD0459
 QD0459  VERT ORDER  -  FIRST     CLASS II
 QD0459
 QD0459.The horizontal coordinates were scaled from a topographic map and have
 QD0459.an estimated accuracy of +/- 6 seconds.
 QD0459
 QD0459.The orthometric height was determined by differential leveling
 QD0459.and adjusted in June 1991.
 QD0459.WARNING-Repeat measurements at this control monument indicate possible
 QD0459.vertical movement.
 QD0459
 QD0459.The geoid height was determined by GEOID03.
 QD0459
 QD0459.The dynamic height is computed by dividing the NAVD 88
 QD0459.geopotential number by the normal gravity value computed on the
 QD0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0459.degrees latitude (g = 980.6199 gals.).
 QD0459
 QD0459.The modeled gravity was interpolated from observed gravity values.
 QD0459
 QD0459;                    North         East    Units  Estimated Accuracy
 QD0459;SPC OR N     -   132,520.    2,490,470.      MT  (+/- 180 meters Scaled)
 QD0459
 QD0459                          SUPERSEDED SURVEY CONTROL
 QD0459
 QD0459  NGVD 29 (??/??/92) 1103.218  (m)         3619.47   (f) ADJ UNCH    1 2
 QD0459
 QD0459.Superseded values are not recommended for survey control.
 QD0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0459.See file dsdata.txt to determine how the superseded data were derived.
 QD0459
 QD0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ879700(NAD 83)
 QD0459_MARKER: DB = BENCH MARK DISK
 QD0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD0459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QD0459_STAMPING: D 113 1934
 QD0459_MARK LOGO: CGS   
 QD0459_PROJECTION: PROJECTING 9 CENTIMETERS
 QD0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0459+STABILITY: SURFACE MOTION
 QD0459
 QD0459  HISTORY     - Date     Condition        Report By
 QD0459  HISTORY     - 1934     MONUMENTED       CGS
 QD0459  HISTORY     - 1936     GOOD             NGS
 QD0459  HISTORY     - 1987     GOOD             NGS
 QD0459
 QD0459                          STATION DESCRIPTION
 QD0459
 QD0459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 QD0459'8.6 MI SE FROM ANTELOPE.
 QD0459'8.6 MILES SOUTHEAST OF ANTELOPE HOSECART HOUSE.  ALONG
 QD0459'MITCHELL-ANTELOPE VIA MUDDY RANCH ROAD.  9.8 MILES NORTHWEST OF MUDDY
 QD0459'RANCH HOUSE.  3.0 MILES SOUTHWEST OF COLD CAMP.  1.8 MILES EAST OF
 QD0459'FORK OF MITCHELL-ANTELOPE VIA MUDDY RANCH ROAD AND MITCHELL-ANTELOPE
 QD0459'AND ASHWOOD ROAD.  ON TOP OF FIRST SUMMIT.  44 FEET NORTH OF CENTER
 QD0459'LINE OF ROAD.  1 FOOT SOUTH OF FENCE LINE.
 QD0459
 QD0459                          STATION RECOVERY (1987)
 QD0459
 QD0459'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QD0459'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  6.0 KM
 QD0459'(3.75 MI) EAST ALONG STATE HIGHWAY 218 FROM THE POST OFFICE IN
 QD0459'ANTELOPE, THENCE 4.6 KM (2.85 MI) SOUTH ALONG COLD CAMP ROAD, THENCE
 QD0459'3.0 KM (1.85 MI) SOUTHEAST ALONG MUDDY ROAD, 10.4 M (34.1 FT) EAST OF
 QD0459'THE NORTHWEST CORNER OF A 4 FT BY 4 FT METAL BUILDING, 16.4 M
 QD0459'(53.8 FT) NORTH OF THE CENTER OF THE ROAD, 3.3 M (10.8 FT) SOUTH OF A
 QD0459'TRIPLE-FORKED JUNIPER TREE.
 QD0459'THE MARK IS 0.21 METERS  E FROM  A WITNESS POST
 QD0459'THE MARK IS 0.6 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0577 ***********************************************************************
 RB0577  DESIGNATION -  D 114
 RB0577  PID         -  RB0577
 RB0577  STATE/COUNTY-  OR/UMATILLA
 RB0577  USGS QUAD   -  UMATILLA (1993)
 RB0577
 RB0577                         *CURRENT SURVEY CONTROL
 RB0577  ___________________________________________________________________
 RB0577* NAD 83(1986)-  45 54 42.     (N)    119 19 43.     (W)     SCALED    
 RB0577* NAVD 88     -       101.873  (meters)     334.23   (feet)  ADJUSTED  
 RB0577  ___________________________________________________________________
 RB0577  GEOID HEIGHT-         -21.75  (meters)                     GEOID03
 RB0577  DYNAMIC HT  -         101.873 (meters)     334.23  (feet)  COMP
 RB0577  MODELED GRAV-     980,614.9   (mgal)                       NAVD 88
 RB0577
 RB0577  VERT ORDER  -  SECOND    CLASS 0
 RB0577
 RB0577.The horizontal coordinates were scaled from a topographic map and have
 RB0577.an estimated accuracy of +/- 6 seconds.
 RB0577
 RB0577.The orthometric height was determined by differential leveling
 RB0577.and adjusted in June 1991.
 RB0577
 RB0577.The geoid height was determined by GEOID03.
 RB0577
 RB0577.The dynamic height is computed by dividing the NAVD 88
 RB0577.geopotential number by the normal gravity value computed on the
 RB0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0577.degrees latitude (g = 980.6199 gals.).
 RB0577
 RB0577.The modeled gravity was interpolated from observed gravity values.
 RB0577
 RB0577;                    North         East    Units  Estimated Accuracy
 RB0577;SPC OR N     -   250,140.    2,590,880.      MT  (+/- 180 meters Scaled)
 RB0577
 RB0577                          SUPERSEDED SURVEY CONTROL
 RB0577
 RB0577  NGVD 29 (??/??/92)  100.868  (m)          330.93   (f) ADJ UNCH    2 0
 RB0577
 RB0577.Superseded values are not recommended for survey control.
 RB0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0577.See file dsdata.txt to determine how the superseded data were derived.
 RB0577
 RB0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL194868(NAD 83)
 RB0577_MARKER: DB = BENCH MARK DISK
 RB0577_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RB0577_SP_SET: CULVERT
 RB0577_STAMPING: D 114 1934
 RB0577_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RB0577
 RB0577  HISTORY     - Date     Condition        Report By
 RB0577  HISTORY     - 1934     MONUMENTED       CGS
 RB0577
 RB0577                          STATION DESCRIPTION
 RB0577
 RB0577'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RB0577'1.4 MI SE FROM UMATILLA.
 RB0577'1.4 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 RB0577'AT UMATILLA, UMATILLA COUNTY, AT CONCRETE IRRIGATION CULVERT 184.34,
 RB0577'IN THE TOP OF THE WEST HEADWALL, 1.1 FEET NORTH OF THE SOUTH END OF
 RB0577'THE HEADWALL, AND 17.5 FEET WEST OF THE CENTERLINE OF THE TRACK.  A
 RB0577'STANDARD DISK, STAMPED D 114 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0631 ***********************************************************************
 RB0631  DESIGNATION -  D 114
 RB0631  PID         -  RB0631
 RB0631  STATE/COUNTY-  OR/UMATILLA
 RB0631  USGS QUAD   -  UMATILLA (1993)
 RB0631
 RB0631                         *CURRENT SURVEY CONTROL
 RB0631  ___________________________________________________________________
 RB0631* NAD 83(1986)-  45 54 42.     (N)    119 19 44.     (W)     SCALED    
 RB0631* NAVD 88     -       101.868  (meters)     334.21   (feet)  ADJUSTED  
 RB0631  ___________________________________________________________________
 RB0631  GEOID HEIGHT-         -21.75  (meters)                     GEOID03
 RB0631  DYNAMIC HT  -         101.868 (meters)     334.21  (feet)  COMP
 RB0631  MODELED GRAV-     980,615.0   (mgal)                       NAVD 88
 RB0631
 RB0631  VERT ORDER  -  FIRST     CLASS II
 RB0631
 RB0631.The horizontal coordinates were scaled from a topographic map and have
 RB0631.an estimated accuracy of +/- 6 seconds.
 RB0631
 RB0631.The orthometric height was determined by differential leveling
 RB0631.and adjusted in June 1991.
 RB0631
 RB0631.The geoid height was determined by GEOID03.
 RB0631
 RB0631.The dynamic height is computed by dividing the NAVD 88
 RB0631.geopotential number by the normal gravity value computed on the
 RB0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0631.degrees latitude (g = 980.6199 gals.).
 RB0631
 RB0631.The modeled gravity was interpolated from observed gravity values.
 RB0631
 RB0631;                    North         East    Units  Estimated Accuracy
 RB0631;SPC OR N     -   250,140.    2,590,860.      MT  (+/- 180 meters Scaled)
 RB0631
 RB0631                          SUPERSEDED SURVEY CONTROL
 RB0631
 RB0631  NGVD 29 (??/??/92)  100.87   (m)          330.9    (f) COMPUTED    1 2
 RB0631
 RB0631.Superseded values are not recommended for survey control.
 RB0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0631.See file dsdata.txt to determine how the superseded data were derived.
 RB0631
 RB0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL193868(NAD 83)
 RB0631_MARKER: DB = BENCH MARK DISK
 RB0631_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RB0631_SP_SET: CULVERT
 RB0631_STAMPING: D 114 1934
 RB0631_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RB0631_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RB0631+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2001
 RB0631
 RB0631  HISTORY     - Date     Condition        Report By
 RB0631  HISTORY     - 1934     MONUMENTED       CGS
 RB0631  HISTORY     - 1962     GOOD             NGS
 RB0631  HISTORY     - 20010326 GOOD             ORDT
 RB0631
 RB0631                          STATION DESCRIPTION
 RB0631
 RB0631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RB0631'1.1 MI ESE FROM UMATILLA.
 RB0631'FROM THE UMATILLA POST OFFICE GO EAST ON U.S. HIGHWAY 730 FDOR 0.7
 RB0631'MILE TO THE WEST END OF THE VIADUCT BRIDGE OVER THE UNION PACIFIC,
 RB0631'KEEP RIGHT ON THE OLD HIGHWAY ALONG THE WEST SIDE OF THE RAILROAD
 RB0631'TRACKS, GO 0.4 MILE, ABOUT 100 FEET EAST OF THE CENTER LINE OF THE OLD
 RB0631'HIGHWAY (U.S.30), AT AN IRRIGATION CULVERT UNDER THE RAILROAD TRACKS,
 RB0631'15 FEET WEST OF THE WEST RAIL, SET IN THE SOUTH END OF THE WEST
 RB0631'CONCRETE HEAD WALL.
 RB0631
 RB0631                          STATION RECOVERY (2001)
 RB0631
 RB0631'RECOVERY NOTE BY OREGON DEPARTMENT OF TRANSPORTATION 2001 (DRK)
 RB0631'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0224 ***********************************************************************
 NY0224  DESIGNATION -  D 115
 NY0224  PID         -  NY0224
 NY0224  STATE/COUNTY-  OR/LAKE
 NY0224  USGS QUAD   -  SYCAN MARSH EAST (1988)
 NY0224
 NY0224                         *CURRENT SURVEY CONTROL
 NY0224  ___________________________________________________________________
 NY0224* NAD 83(1986)-  42 49 11.     (N)    121 02 49.     (W)     SCALED    
 NY0224* NAVD 88     -      1523.465  (meters)    4998.23   (feet)  ADJUSTED  
 NY0224  ___________________________________________________________________
 NY0224  GEOID HEIGHT-         -21.01  (meters)                     GEOID03
 NY0224  DYNAMIC HT  -        1522.524 (meters)    4995.15  (feet)  COMP
 NY0224  MODELED GRAV-     979,949.7   (mgal)                       NAVD 88
 NY0224
 NY0224  VERT ORDER  -  SECOND    CLASS 0
 NY0224
 NY0224.The horizontal coordinates were scaled from a topographic map and have
 NY0224.an estimated accuracy of +/- 6 seconds.
 NY0224
 NY0224.The orthometric height was determined by differential leveling
 NY0224.and adjusted in June 1991.
 NY0224
 NY0224.The geoid height was determined by GEOID03.
 NY0224
 NY0224.The dynamic height is computed by dividing the NAVD 88
 NY0224.geopotential number by the normal gravity value computed on the
 NY0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0224.degrees latitude (g = 980.6199 gals.).
 NY0224
 NY0224.The modeled gravity was interpolated from observed gravity values.
 NY0224
 NY0224;                    North         East    Units  Estimated Accuracy
 NY0224;SPC OR S     -   128,230.    1,455,280.      MT  (+/- 180 meters Scaled)
 NY0224
 NY0224                          SUPERSEDED SURVEY CONTROL
 NY0224
 NY0224  NGVD 29 (??/??/92) 1522.202  (m)         4994.09   (f) ADJ UNCH    2 0
 NY0224
 NY0224.Superseded values are not recommended for survey control.
 NY0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0224.See file dsdata.txt to determine how the superseded data were derived.
 NY0224
 NY0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFN596426(NAD 83)
 NY0224_MARKER: DB = BENCH MARK DISK
 NY0224_SETTING: 66 = SET IN ROCK OUTCROP
 NY0224_SP_SET: OUTCROP
 NY0224_STAMPING: D 115 1935
 NY0224_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NY0224+STABILITY: POSITION/ELEVATION WELL
 NY0224
 NY0224  HISTORY     - Date     Condition        Report By
 NY0224  HISTORY     - 1935     MONUMENTED       CGS
 NY0224  HISTORY     - 1936     GOOD             NGS
 NY0224
 NY0224                          STATION DESCRIPTION
 NY0224
 NY0224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 NY0224'24.1 MI S FROM SILVER LAKE.
 NY0224'24.1 MILES S ALONG BLY ROAD FROM THE SCHOOL HOUSE ALONG THE ROAD FROM
 NY0224'SILVER LAKE VIA SYCAN TO BLY.  3.5 MILES N OF THE ZX RANCH HOUSE. 0.1
 NY0224'MILE S OF A WOODEN CULVERT, 1.1 MILE S OF A CATTLE GUARD ON ROAD. AT A
 NY0224'CURVE IN ROAD.  46 FEET SE OF THE CENTER OF ROAD.  6 FEET NW OF A
 NY0224'4-FOOT HIGH CAIRN.  SET ON TOP OF OUTCROP AT BASE OF ROCKY SLOPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0248 ***********************************************************************
 NY0248  DESIGNATION -  D 116
 NY0248  PID         -  NY0248
 NY0248  STATE/COUNTY-  OR/KLAMATH
 NY0248  USGS QUAD   -  RODEO BUTTE (1988)
 NY0248
 NY0248                         *CURRENT SURVEY CONTROL
 NY0248  ___________________________________________________________________
 NY0248* NAD 83(1986)-  42 32 06.     (N)    121 06 54.     (W)     SCALED    
 NY0248* NAVD 88     -      1413.348  (meters)    4636.96   (feet)  ADJUSTED  
 NY0248  ___________________________________________________________________
 NY0248  GEOID HEIGHT-         -21.64  (meters)                     GEOID03
 NY0248  DYNAMIC HT  -        1412.454 (meters)    4634.03  (feet)  COMP
 NY0248  MODELED GRAV-     979,940.3   (mgal)                       NAVD 88
 NY0248
 NY0248  VERT ORDER  -  SECOND    CLASS 0
 NY0248
 NY0248.The horizontal coordinates were scaled from a topographic map and have
 NY0248.an estimated accuracy of +/- 6 seconds.
 NY0248
 NY0248.The orthometric height was determined by differential leveling
 NY0248.and adjusted in June 1991.
 NY0248
 NY0248.The geoid height was determined by GEOID03.
 NY0248
 NY0248.The dynamic height is computed by dividing the NAVD 88
 NY0248.geopotential number by the normal gravity value computed on the
 NY0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0248.degrees latitude (g = 980.6199 gals.).
 NY0248
 NY0248.The modeled gravity was interpolated from observed gravity values.
 NY0248
 NY0248;                    North         East    Units  Estimated Accuracy
 NY0248;SPC OR S     -    96,640.    1,449,480.      MT  (+/- 180 meters Scaled)
 NY0248
 NY0248                          SUPERSEDED SURVEY CONTROL
 NY0248
 NY0248  NGVD 29 (??/??/92) 1412.142  (m)         4633.00   (f) ADJ UNCH    2 0
 NY0248
 NY0248.Superseded values are not recommended for survey control.
 NY0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0248.See file dsdata.txt to determine how the superseded data were derived.
 NY0248
 NY0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFN547109(NAD 83)
 NY0248_MARKER: DB = BENCH MARK DISK
 NY0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NY0248_STAMPING: D 116 1935
 NY0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0248+STABILITY: SURFACE MOTION
 NY0248
 NY0248  HISTORY     - Date     Condition        Report By
 NY0248  HISTORY     - 1935     MONUMENTED       CGS
 NY0248  HISTORY     - 1936     GOOD             NGS
 NY0248  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NY0248
 NY0248                          STATION DESCRIPTION
 NY0248
 NY0248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 NY0248'11.5 MI NW FROM BLY.
 NY0248'11.5 MILES NW OF AND ALONG ROAD TO SILVER LAKE VIA SYCAN ABOUT 8,0
 NY0248'MILES N OF THE JUNCTION OF THE SILVER LAKE ROAD AND O.S.H. NO. 66. 0.1
 NY0248'MILE S OF JUNCTION OF ROAD EAST.  70 YARDS N OF A GALVANIZED-IRON
 NY0248'CULVERT.  21 FEET WEST OF THE CENTER OF THE ROAD.  NEAR NORTH EDGE OF
 NY0248'A LARGE OPEN FLAT.  1.5 FEET ABOVE THE SURFACE OF THE ROAD.
 NY0248
 NY0248                          STATION RECOVERY (1985)
 NY0248
 NY0248'RECOVERY NOTE BY US POWER SQUADRON 1985 (GNK)
 NY0248'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0411 ***********************************************************************
 RD0411  DESIGNATION -  D 117
 RD0411  PID         -  RD0411
 RD0411  STATE/COUNTY-  OR/MULTNOMAH
 RD0411  USGS QUAD   -  PORTLAND (1990)
 RD0411
 RD0411                         *CURRENT SURVEY CONTROL
 RD0411  ___________________________________________________________________
 RD0411* NAD 83(1986)-  45 30 18.     (N)    122 43 23.     (W)     SCALED    
 RD0411* NAVD 88     -       303.630  (meters)     996.16   (feet)  ADJUSTED  
 RD0411  ___________________________________________________________________
 RD0411  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 RD0411  DYNAMIC HT  -         303.629 (meters)     996.16  (feet)  COMP
 RD0411  MODELED GRAV-     980,600.9   (mgal)                       NAVD 88
 RD0411
 RD0411  VERT ORDER  -  SECOND    CLASS 0
 RD0411
 RD0411.The horizontal coordinates were scaled from a topographic map and have
 RD0411.an estimated accuracy of +/- 6 seconds.
 RD0411
 RD0411.The orthometric height was determined by differential leveling
 RD0411.and adjusted in June 1991.
 RD0411
 RD0411.The geoid height was determined by GEOID03.
 RD0411
 RD0411.The dynamic height is computed by dividing the NAVD 88
 RD0411.geopotential number by the normal gravity value computed on the
 RD0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0411.degrees latitude (g = 980.6199 gals.).
 RD0411
 RD0411.The modeled gravity was interpolated from observed gravity values.
 RD0411
 RD0411;                    North         East    Units  Estimated Accuracy
 RD0411;SPC OR N     -   206,670.    2,326,300.      MT  (+/- 180 meters Scaled)
 RD0411
 RD0411                          SUPERSEDED SURVEY CONTROL
 RD0411
 RD0411  NGVD 29 (??/??/92)  302.557  (m)          992.64   (f) ADJ UNCH    2 0
 RD0411
 RD0411.Superseded values are not recommended for survey control.
 RD0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0411.See file dsdata.txt to determine how the superseded data were derived.
 RD0411
 RD0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER216390(NAD 83)
 RD0411_MARKER: DB = BENCH MARK DISK
 RD0411_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD0411_SP_SET: STEP
 RD0411_STAMPING: D 117 1941
 RD0411_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0411_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RD0411+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2006
 RD0411
 RD0411  HISTORY     - Date     Condition        Report By
 RD0411  HISTORY     - 1941     MONUMENTED       CGS
 RD0411  HISTORY     - 1962     GOOD             NGS
 RD0411  HISTORY     - 1988     GOOD             USPSQD
 RD0411  HISTORY     - 19940219 GOOD             USPSQD
 RD0411  HISTORY     - 20050331 GOOD             USPSQD
 RD0411  HISTORY     - 20061011 GOOD             USPSQD
 RD0411
 RD0411                          STATION DESCRIPTION
 RD0411
 RD0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 RD0411'PORTLAND.
 RD0411'AT STANLEY G. JEWETTS HOUSE, 4240 SOUTHWEST GREENLEAF DRIVE, WEST END
 RD0411'OF HOUSE, SOUTH END OF LOWEST STEP.
 RD0411
 RD0411                          STATION RECOVERY (1962)
 RD0411
 RD0411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 RD0411'RECOVERED IN GOOD CONDITION.
 RD0411
 RD0411                          STATION RECOVERY (1988)
 RD0411
 RD0411'RECOVERY NOTE BY US POWER SQUADRON 1988 (KRN)
 RD0411'RECOVERED IN GOOD CONDITION.
 RD0411
 RD0411                          STATION RECOVERY (1994)
 RD0411
 RD0411'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD0411'RECOVERED IN GOOD CONDITION.
 RD0411
 RD0411                          STATION RECOVERY (2005)
 RD0411
 RD0411'RECOVERY NOTE BY US POWER SQUADRON 2005 (LMH)
 RD0411'RECOVERED IN GOOD CONDITION.
 RD0411
 RD0411                          STATION RECOVERY (2006)
 RD0411
 RD0411'RECOVERY NOTE BY US POWER SQUADRON 2006 (REC)
 RD0411'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0134 ***********************************************************************
 NX0134  DESIGNATION -  D 118
 NX0134  PID         -  NX0134
 NX0134  STATE/COUNTY-  OR/LAKE
 NX0134  USGS QUAD   -  MAY LAKE (1968)
 NX0134
 NX0134                         *CURRENT SURVEY CONTROL
 NX0134  ___________________________________________________________________
 NX0134* NAD 83(1986)-  42 02 56.     (N)    119 58 37.     (W)     SCALED    
 NX0134* NAVD 88     -      1477.808  (meters)    4848.44   (feet)  ADJUSTED  
 NX0134  ___________________________________________________________________
 NX0134  GEOID HEIGHT-         -20.72  (meters)                     GEOID03
 NX0134  DYNAMIC HT  -        1476.804 (meters)    4845.15  (feet)  COMP
 NX0134  MODELED GRAV-     979,891.3   (mgal)                       NAVD 88
 NX0134
 NX0134  VERT ORDER  -  SECOND    CLASS 0
 NX0134
 NX0134.The horizontal coordinates were scaled from a topographic map and have
 NX0134.an estimated accuracy of +/- 6 seconds.
 NX0134
 NX0134.The orthometric height was determined by differential leveling
 NX0134.and adjusted in June 1991.
 NX0134
 NX0134.The geoid height was determined by GEOID03.
 NX0134
 NX0134.The dynamic height is computed by dividing the NAVD 88
 NX0134.geopotential number by the normal gravity value computed on the
 NX0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0134.degrees latitude (g = 980.6199 gals.).
 NX0134
 NX0134.The modeled gravity was interpolated from observed gravity values.
 NX0134
 NX0134;                    North         East    Units  Estimated Accuracy
 NX0134;SPC OR S     -    42,600.    1,543,310.      MT  (+/- 180 meters Scaled)
 NX0134
 NX0134                          SUPERSEDED SURVEY CONTROL
 NX0134
 NX0134  NGVD 29 (??/??/92) 1476.619  (m)         4844.54   (f) ADJ UNCH    2 0
 NX0134
 NX0134.Superseded values are not recommended for survey control.
 NX0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NX0134.See file dsdata.txt to determine how the superseded data were derived.
 NX0134
 NX0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKG536594(NAD 83)
 NX0134_MARKER: DB = BENCH MARK DISK
 NX0134_SETTING: 66 = SET IN ROCK OUTCROP
 NX0134_SP_SET: ROCK OUTCROP
 NX0134_STAMPING: D 118 1934
 NX0134_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NX0134+STABILITY: POSITION/ELEVATION WELL
 NX0134
 NX0134  HISTORY     - Date     Condition        Report By
 NX0134  HISTORY     - 1934     MONUMENTED       CGS
 NX0134  HISTORY     - 1970     GOOD             USGS
 NX0134
 NX0134                          STATION DESCRIPTION
 NX0134
 NX0134'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NX0134'11.1 MI SW FROM ADEL.
 NX0134'11.1 MILES SOUTHWEST ALONG A ROAD FROM THE STORE AT ADEL, 0.6 MILE
 NX0134'SOUTHWEST OF THE BRIDGE OVER TWENTY MILE CREEK, ABOUT 500 FEET
 NX0134'SOUTHEAST OF THE ROAD AND INSIDE OF A PRONOUNCED CURVE TO THE LEFT, 30
 NX0134'FEET SOUTHEAST OF THE CENTERLINE OF THE OLD ROADBED, AND IN A ROCK
 NX0134'OUTCROP.  A STANDARD DISK, STAMPED D 118 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0908 ***********************************************************************
 QE0908  DESIGNATION -  D 12
 QE0908  PID         -  QE0908
 QE0908  STATE/COUNTY-  OR/LINN
 QE0908  USGS QUAD   -  HALSEY (1969)
 QE0908
 QE0908                         *CURRENT SURVEY CONTROL
 QE0908  ___________________________________________________________________
 QE0908* NAD 83(1986)-  44 25 48.     (N)    123 06 28.     (W)     SCALED    
 QE0908* NAVD 88     -        82.562  (meters)     270.87   (feet)  ADJUSTED  
 QE0908  ___________________________________________________________________
 QE0908  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 QE0908  DYNAMIC HT  -          82.555 (meters)     270.85  (feet)  COMP
 QE0908  MODELED GRAV-     980,529.5   (mgal)                       NAVD 88
 QE0908
 QE0908  VERT ORDER  -  FIRST     CLASS II
 QE0908
 QE0908.The horizontal coordinates were scaled from a topographic map and have
 QE0908.an estimated accuracy of +/- 6 seconds.
 QE0908
 QE0908.The orthometric height was determined by differential leveling
 QE0908.and adjusted in June 1991.
 QE0908
 QE0908.The geoid height was determined by GEOID03.
 QE0908
 QE0908.The dynamic height is computed by dividing the NAVD 88
 QE0908.geopotential number by the normal gravity value computed on the
 QE0908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0908.degrees latitude (g = 980.6199 gals.).
 QE0908
 QE0908.The modeled gravity was interpolated from observed gravity values.
 QE0908
 QE0908;                    North         East    Units  Estimated Accuracy
 QE0908;SPC OR N     -    88,180.    2,292,400.      MT  (+/- 180 meters Scaled)
 QE0908
 QE0908                          SUPERSEDED SURVEY CONTROL
 QE0908
 QE0908  NGVD 29 (??/??/92)   81.533  (m)          267.50   (f) ADJ UNCH    1 2
 QE0908
 QE0908.Superseded values are not recommended for survey control.
 QE0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0908.See file dsdata.txt to determine how the superseded data were derived.
 QE0908
 QE0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ914196(NAD 83)
 QE0908_MARKER: DD = SURVEY DISK
 QE0908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0908_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0908_STAMPING: D 12 266 1936
 QE0908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0908+STABILITY: SURFACE MOTION
 QE0908
 QE0908  HISTORY     - Date     Condition        Report By
 QE0908  HISTORY     - 1936     MONUMENTED       USGS
 QE0908  HISTORY     - 1943     GOOD             NGS
 QE0908  HISTORY     - 1987     MARK NOT FOUND   NGS
 QE0908
 QE0908                          STATION DESCRIPTION
 QE0908
 QE0908'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QE0908'3.2 MI N FROM HALSEY.
 QE0908'ABOUT 3.2 MILES NORTH ALONG THE SOUTHERN PACIFIC RAILWAY FROM THE
 QE0908'STATION AT HALSEY, 210 FEET SOUTH OF MILEPOST 677, 125 FEET NORTH OF
 QE0908'THE NORTH END OF A WOODEN RAILROAD BRIDGE, 25.5 FEET EAST OF THE EAST
 QE0908'RAIL, 2 FEET WEST OF THE EAST RIGHT OF WAY FENCE, 2 FEET NORTHWEST OF
 QE0908'A WHITE REFERENCE POST.  A USGS DISK SET IN THE TOP OF A CONCRETE
 QE0908'POST.  NOTE-- THE STAMPING IS AS GIVEN ABOVE.  THIS MARK IS NOW SET IN
 QE0908'A CONCRETE POST.  IT IS POSSIBLE THAT IT MAY HAVE BEEN AN IRON PIPE
 QE0908'THAT HAS BEEN CONCRETED IN.
 QE0908
 QE0908                          STATION RECOVERY (1987)
 QE0908
 QE0908'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE0908'THERE IS A DRAINAGE DITCH AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0167 ***********************************************************************
 NX0167  DESIGNATION -  D 120
 NX0167  PID         -  NX0167
 NX0167  STATE/COUNTY-  OR/LAKE
 NX0167  USGS QUAD   -  RABBIT HILLS SW (1980)
 NX0167
 NX0167                         *CURRENT SURVEY CONTROL
 NX0167  ___________________________________________________________________
 NX0167* NAD 83(1986)-  42 30 32.     (N)    119 53 40.     (W)     SCALED    
 NX0167* NAVD 88     -      1373.508  (meters)    4506.25   (feet)  ADJUSTED  
 NX0167  ___________________________________________________________________
 NX0167  GEOID HEIGHT-         -20.29  (meters)                     GEOID03
 NX0167  DYNAMIC HT  -        1372.665 (meters)    4503.49  (feet)  COMP
 NX0167  MODELED GRAV-     979,959.7   (mgal)                       NAVD 88
 NX0167
 NX0167  VERT ORDER  -  SECOND    CLASS 0
 NX0167
 NX0167.The horizontal coordinates were scaled from a topographic map and have
 NX0167.an estimated accuracy of +/- 6 seconds.
 NX0167
 NX0167.The orthometric height was determined by differential leveling
 NX0167.and adjusted in June 1991.
 NX0167
 NX0167.The geoid height was determined by GEOID03.
 NX0167
 NX0167.The dynamic height is computed by dividing the NAVD 88
 NX0167.geopotential number by the normal gravity value computed on the
 NX0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0167.degrees latitude (g = 980.6199 gals.).
 NX0167
 NX0167.The modeled gravity was interpolated from observed gravity values.
 NX0167
 NX0167;                    North         East    Units  Estimated Accuracy
 NX0167;SPC OR S     -    93,740.    1,549,770.      MT  (+/- 180 meters Scaled)
 NX0167
 NX0167                          SUPERSEDED SURVEY CONTROL
 NX0167
 NX0167  NGVD 29 (??/??/92) 1372.330  (m)         4502.39   (f) ADJ UNCH    2 0
 NX0167
 NX0167.Superseded values are not recommended for survey control.
 NX0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NX0167.See file dsdata.txt to determine how the superseded data were derived.
 NX0167
 NX0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKH621103(NAD 83)
 NX0167_MARKER: DB = BENCH MARK DISK
 NX0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NX0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NX0167_STAMPING: D 120 1934
 NX0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NX0167+STABILITY: SURFACE MOTION
 NX0167
 NX0167  HISTORY     - Date     Condition        Report By
 NX0167  HISTORY     - 1934     MONUMENTED       CGS
 NX0167
 NX0167                          STATION DESCRIPTION
 NX0167
 NX0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NX0167'2.7 MI S FROM GOVERNMENT WELL.
 NX0167'2.7 MILES SOUTH ALONG THE OO RANCH-PLUSH ROAD FROM GOVERNMENT WELL,
 NX0167'LAKE COUNTY, 400 FEET SOUTH OF THE NORTH END OF A LONG TANGENT, AND 30
 NX0167'FEET WEST (EAST) OF THE ROAD.  A STANDARD DISK, STAMPED D 120 1934
 NX0167'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0002 ***********************************************************************
 NY0002  DESIGNATION -  D 121
 NY0002  PID         -  NY0002
 NY0002  STATE/COUNTY-  OR/LAKE
 NY0002  USGS QUAD   -  COMMODORE RIDGE (1968)
 NY0002
 NY0002                         *CURRENT SURVEY CONTROL
 NY0002  ___________________________________________________________________
 NY0002* NAD 83(1986)-  42 41 45.     (N)    120 00 38.     (W)     SCALED    
 NY0002* NAVD 88     -      1543.269  (meters)    5063.21   (feet)  ADJUSTED  
 NY0002  ___________________________________________________________________
 NY0002  GEOID HEIGHT-         -20.30  (meters)                     GEOID03
 NY0002  DYNAMIC HT  -        1542.349 (meters)    5060.19  (feet)  COMP
 NY0002  MODELED GRAV-     979,969.9   (mgal)                       NAVD 88
 NY0002
 NY0002  VERT ORDER  -  SECOND    CLASS 0
 NY0002
 NY0002.The horizontal coordinates were scaled from a topographic map and have
 NY0002.an estimated accuracy of +/- 6 seconds.
 NY0002
 NY0002.The orthometric height was determined by differential leveling
 NY0002.and adjusted in June 1991.
 NY0002
 NY0002.The geoid height was determined by GEOID03.
 NY0002
 NY0002.The dynamic height is computed by dividing the NAVD 88
 NY0002.geopotential number by the normal gravity value computed on the
 NY0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0002.degrees latitude (g = 980.6199 gals.).
 NY0002
 NY0002.The modeled gravity was interpolated from observed gravity values.
 NY0002
 NY0002;                    North         East    Units  Estimated Accuracy
 NY0002;SPC OR S     -   114,440.    1,540,100.      MT  (+/- 180 meters Scaled)
 NY0002
 NY0002                          SUPERSEDED SURVEY CONTROL
 NY0002
 NY0002  NGVD 29 (??/??/92) 1542.091  (m)         5059.34   (f) ADJ UNCH    2 0
 NY0002
 NY0002.Superseded values are not recommended for survey control.
 NY0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0002.See file dsdata.txt to determine how the superseded data were derived.
 NY0002
 NY0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGN448313(NAD 83)
 NY0002_MARKER: DB = BENCH MARK DISK
 NY0002_SETTING: 66 = SET IN ROCK OUTCROP
 NY0002_SP_SET: OUTCROP
 NY0002_STAMPING: D 121 1934
 NY0002_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NY0002+STABILITY: POSITION/ELEVATION WELL
 NY0002
 NY0002  HISTORY     - Date     Condition        Report By
 NY0002  HISTORY     - 1934     MONUMENTED       CGS
 NY0002
 NY0002                          STATION DESCRIPTION
 NY0002
 NY0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NY0002'8.4 MI SE FROM JCT HWY 11 AND PLUSH RD.
 NY0002'IN LAKE COUNTY, ABOUT 8.4 MILES SOUTHEAST ALONG A ROAD LEADING TO
 NY0002'PLUSH FROM THE JUNCTION OF STATE HIGHWAY 11 (1934), ON THE TOP OF A
 NY0002'HILL, 55 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, AND IN A LARGE
 NY0002'FLAT ROCK OUTCROP.  A STANDARD DISK, STAMPED D 121 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0405 ***********************************************************************
 RB0405  DESIGNATION -  D 122
 RB0405  PID         -  RB0405
 RB0405  STATE/COUNTY-  OR/UMATILLA
 RB0405  USGS QUAD   -  PENDLETON (1976)
 RB0405
 RB0405                         *CURRENT SURVEY CONTROL
 RB0405  ___________________________________________________________________
 RB0405* NAD 83(1986)-  45 40 24.     (N)    118 45 32.     (W)     SCALED    
 RB0405* NAVD 88     -       338.528  (meters)    1110.65   (feet)  ADJUSTED  
 RB0405  ___________________________________________________________________
 RB0405  GEOID HEIGHT-         -20.76  (meters)                     GEOID03
 RB0405  DYNAMIC HT  -         338.495 (meters)    1110.55  (feet)  COMP
 RB0405  MODELED GRAV-     980,510.2   (mgal)                       NAVD 88
 RB0405
 RB0405  VERT ORDER  -  FIRST     CLASS II
 RB0405
 RB0405.The horizontal coordinates were scaled from a topographic map and have
 RB0405.an estimated accuracy of +/- 6 seconds.
 RB0405
 RB0405.The orthometric height was determined by differential leveling
 RB0405.and adjusted in June 1991.
 RB0405.WARNING-Repeat measurements at this control monument indicate possible
 RB0405.vertical movement.
 RB0405
 RB0405.The geoid height was determined by GEOID03.
 RB0405
 RB0405.The dynamic height is computed by dividing the NAVD 88
 RB0405.geopotential number by the normal gravity value computed on the
 RB0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0405.degrees latitude (g = 980.6199 gals.).
 RB0405
 RB0405.The modeled gravity was interpolated from observed gravity values.
 RB0405
 RB0405;                    North         East    Units  Estimated Accuracy
 RB0405;SPC OR N     -   224,450.    2,635,640.      MT  (+/- 180 meters Scaled)
 RB0405
 RB0405                          SUPERSEDED SURVEY CONTROL
 RB0405
 RB0405  NGVD 29 (??/??/92)  337.518  (m)         1107.34   (f) ADJ UNCH    1 2
 RB0405
 RB0405.Superseded values are not recommended for survey control.
 RB0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0405.See file dsdata.txt to determine how the superseded data were derived.
 RB0405
 RB0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL630592(NAD 83)
 RB0405_MARKER: DB = BENCH MARK DISK
 RB0405_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RB0405_SP_SET: CULVERT
 RB0405_STAMPING: D 122 1941
 RB0405_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RB0405
 RB0405  HISTORY     - Date     Condition        Report By
 RB0405  HISTORY     - 1941     MONUMENTED       CGS
 RB0405  HISTORY     - 1951     GOOD             NGS
 RB0405
 RB0405                          STATION DESCRIPTION
 RB0405
 RB0405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 RB0405'1.35 MI NE FROM PENDLETON.
 RB0405'1.2 MILES EAST ALONG THE UNION PACIFIC RAILROAD TRACKS FROM THE U. P.
 RB0405'STATION IN PENDLETON TO U. P. RAILROAD OVERPASS OVER HIGHWAY 11,
 RB0405'THENCE 0.15 MILE NORTHEAST ALONG HIGHWAY 11, SOUTH ACROSS HIGHWAY 11
 RB0405'FROM THE PENDLETON CANNING AND FROZEN FOOD CO. BUILDING, SET IN TOP OF
 RB0405'THE CENTER OF THE SOUTHEAST CONCRETE HEADWALL OF HIGHWAY CULVERT 0.15
 RB0405'NORTHEAST OF U. P. RAILROAD OVERPASS AND HIGHWAY BRIDGE OVER UMATILLA
 RB0405'RIVER, 33 FEET SOUTH OF THE CENTER LINE OF Y JUNCTION OF HIGHWAY 11
 RB0405'LEADING NORTHEAST AND PAVED ROAD LEADING EAST, 21 FEET SOUTHEAST OF
 RB0405'THE CENTER LINE OF HIGHWAY 11, 21 FEET WEST OF A POWER LINE POLE, 18.9
 RB0405'FEET NORTHWEST OF A BOARD FENCE, AND ABOUT 0.6 FOOT HIGHER THAN THE
 RB0405'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB1513 ***********************************************************************
 RB1513  DESIGNATION -  D 122 RESET
 RB1513  PID         -  RB1513
 RB1513  STATE/COUNTY-  OR/UMATILLA
 RB1513  USGS QUAD   -  PENDLETON (1976)
 RB1513
 RB1513                         *CURRENT SURVEY CONTROL
 RB1513  ___________________________________________________________________
 RB1513* NAD 83(1986)-  45 40 24.     (N)    118 45 32.     (W)     SCALED    
 RB1513* NAVD 88     -       337.58   (meters)    1107.5    (feet)  RESET     
 RB1513  ___________________________________________________________________
 RB1513  GEOID HEIGHT-         -20.76  (meters)                     GEOID03
 RB1513  VERT ORDER  -  THIRD
 RB1513
 RB1513.The horizontal coordinates were scaled from a topographic map and have
 RB1513.an estimated accuracy of +/- 6 seconds.
 RB1513
 RB1513.The orthometric height was computed from unverified reset data.
 RB1513.No vertical observational check was made to the station.
 RB1513
 RB1513.The geoid height was determined by GEOID03.
 RB1513
 RB1513;                    North         East    Units  Estimated Accuracy
 RB1513;SPC OR N     -   224,450.    2,635,640.      MT  (+/- 180 meters Scaled)
 RB1513
 RB1513                          SUPERSEDED SURVEY CONTROL
 RB1513
 RB1513  NGVD 29 (10/26/06)  336.56   (m)         1104.2    (f) RESET       3  
 RB1513
 RB1513.Superseded values are not recommended for survey control.
 RB1513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1513.See file dsdata.txt to determine how the superseded data were derived.
 RB1513
 RB1513_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL630592(NAD 83)
 RB1513_MARKER: DB = BENCH MARK DISK
 RB1513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB1513_SP_SET: CONCRETE POST
 RB1513_STAMPING: D 122 RESET 1984
 RB1513_MARK LOGO: NGS   
 RB1513_MAGNETIC: N = NO MAGNETIC MATERIAL
 RB1513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB1513+STABILITY: SURFACE MOTION
 RB1513
 RB1513  HISTORY     - Date     Condition        Report By
 RB1513  HISTORY     - 1984     MONUMENTED       NGS
 RB1513
 RB1513                          STATION DESCRIPTION
 RB1513
 RB1513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 RB1513'1.2 MILES EAST ALONG THE U.P. TRACKS FROM THE STATION, THEN 0.15 MILE
 RB1513'NORTHEAST ALONG HIGHWAY 11 TO THE MARK ON THE RIGHT.  THE MARK IS
 RB1513'21.3 METERS SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 17.7 METERS
 RB1513'SOUTHWEST OF POWERPOLE NUMBER 014000, 10.6 METERS SOUTH OF A
 RB1513'DRIVEWAY, 4.8 METERS NORTHWEST OF THE NORTH CORNER OF HOUSE AT 335
 RB1513'HIGHWAY 11, 0.4 METERS NORTHEAST OF A WITNESS POST AND 0.3 METERS
 RB1513'WEST OF A FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1327 ***********************************************************************
 QE1327  DESIGNATION -  D 123
 QE1327  PID         -  QE1327
 QE1327  STATE/COUNTY-  OR/LINN
 QE1327  USGS QUAD   -  COFFIN MOUNTAIN (1994)
 QE1327
 QE1327                         *CURRENT SURVEY CONTROL
 QE1327  ___________________________________________________________________
 QE1327* NAD 83(1986)-  44 30 00.     (N)    122 00 11.     (W)     SCALED    
 QE1327* NAVD 88     -      1054.977  (meters)    3461.20   (feet)  ADJUSTED  
 QE1327  ___________________________________________________________________
 QE1327  GEOID HEIGHT-         -21.52  (meters)                     GEOID03
 QE1327  DYNAMIC HT  -        1054.619 (meters)    3460.03  (feet)  COMP
 QE1327  MODELED GRAV-     980,242.3   (mgal)                       NAVD 88
 QE1327
 QE1327  VERT ORDER  -  FIRST     CLASS II
 QE1327
 QE1327.The horizontal coordinates were scaled from a topographic map and have
 QE1327.an estimated accuracy of +/- 6 seconds.
 QE1327
 QE1327.The orthometric height was determined by differential leveling
 QE1327.and adjusted in June 1991.
 QE1327
 QE1327.The geoid height was determined by GEOID03.
 QE1327
 QE1327.The dynamic height is computed by dividing the NAVD 88
 QE1327.geopotential number by the normal gravity value computed on the
 QE1327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1327.degrees latitude (g = 980.6199 gals.).
 QE1327
 QE1327.The modeled gravity was interpolated from observed gravity values.
 QE1327
 QE1327;                    North         East    Units  Estimated Accuracy
 QE1327;SPC OR N     -    93,710.    2,380,470.      MT  (+/- 180 meters Scaled)
 QE1327
 QE1327                          SUPERSEDED SURVEY CONTROL
 QE1327
 QE1327  NGVD 29 (??/??/92) 1053.79   (m)         3457.3    (f) COMPUTED    1 2
 QE1327
 QE1327.Superseded values are not recommended for survey control.
 QE1327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1327.See file dsdata.txt to determine how the superseded data were derived.
 QE1327
 QE1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ792278(NAD 83)
 QE1327_MARKER: DD = SURVEY DISK
 QE1327_SETTING: 80 = SET IN A BOULDER
 QE1327_SP_SET: BOULDER
 QE1327_STAMPING: D123 1932
 QE1327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE1327+STABILITY: SURFACE MOTION
 QE1327
 QE1327  HISTORY     - Date     Condition        Report By
 QE1327  HISTORY     - 1932     MONUMENTED       BPR
 QE1327  HISTORY     - 1941     GOOD             NGS
 QE1327  HISTORY     - 19950915 MARK NOT FOUND   NGS
 QE1327
 QE1327                          STATION DESCRIPTION
 QE1327
 QE1327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QE1327'20.66 MI E FROM IDANHA.
 QE1327'MARK IS LOCATED ALONG NORTH SANTIAM HIGHWAY ABOUT 30 FEET WEST OF
 QE1327'CENTER LINE, 60 FEET NORTH OF NORTH END OF HIGHWAY BRIDGE OVER SANTIAM
 QE1327'RIVER, ABOUT 4 FEET ABOVE HIGHWAY, IN TOP OF 5X3 FOOT BOULDER.
 QE1327
 QE1327                          STATION RECOVERY (1995)
 QE1327
 QE1327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (LLR)
 QE1327'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0540 ***********************************************************************
 QE0540  DESIGNATION -  D 126
 QE0540  PID         -  QE0540
 QE0540  STATE/COUNTY-  OR/LINN
 QE0540  USGS QUAD   -  TANGENT (1986)
 QE0540
 QE0540                         *CURRENT SURVEY CONTROL
 QE0540  ___________________________________________________________________
 QE0540* NAD 83(1986)-  44 30 17.     (N)    123 06 30.     (W)     SCALED    
 QE0540* NAVD 88     -        78.160  (meters)     256.43   (feet)  ADJUSTED  
 QE0540  ___________________________________________________________________
 QE0540  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 QE0540  DYNAMIC HT  -          78.153 (meters)     256.41  (feet)  COMP
 QE0540  MODELED GRAV-     980,534.3   (mgal)                       NAVD 88
 QE0540
 QE0540  VERT ORDER  -  FIRST     CLASS II
 QE0540
 QE0540.The horizontal coordinates were scaled from a topographic map and have
 QE0540.an estimated accuracy of +/- 6 seconds.
 QE0540
 QE0540.The orthometric height was determined by differential leveling
 QE0540.and adjusted in June 1991.
 QE0540
 QE0540.The geoid height was determined by GEOID03.
 QE0540
 QE0540.The dynamic height is computed by dividing the NAVD 88
 QE0540.geopotential number by the normal gravity value computed on the
 QE0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0540.degrees latitude (g = 980.6199 gals.).
 QE0540
 QE0540.The modeled gravity was interpolated from observed gravity values.
 QE0540
 QE0540;                    North         East    Units  Estimated Accuracy
 QE0540;SPC OR N     -    96,480.    2,292,620.      MT  (+/- 180 meters Scaled)
 QE0540
 QE0540                          SUPERSEDED SURVEY CONTROL
 QE0540
 QE0540  NGVD 29 (??/??/??)   77.14   (m)          253.1    (f) RESET       3  
 QE0540
 QE0540.Superseded values are not recommended for survey control.
 QE0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0540.See file dsdata.txt to determine how the superseded data were derived.
 QE0540
 QE0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ913279(NAD 83)
 QE0540_MARKER: DD = SURVEY DISK
 QE0540_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QE0540_SP_SET: BRIDGE WALKWAY
 QE0540_STAMPING: D 126 1943
 QE0540_MARK LOGO: ORHD  
 QE0540_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0540_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QE0540+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2006
 QE0540
 QE0540  HISTORY     - Date     Condition        Report By
 QE0540  HISTORY     - 1943     MONUMENTED       ORHD
 QE0540  HISTORY     - 1965     GOOD             NGS
 QE0540  HISTORY     - 1985     GOOD             USPSQD
 QE0540  HISTORY     - 1987     GOOD             NGS
 QE0540  HISTORY     - 20060527 GOOD             USPSQD
 QE0540
 QE0540                          STATION DESCRIPTION
 QE0540
 QE0540'DESCRIBED BY OREGON HIGHWAY DEPARTMENT 1943
 QE0540'2.6 MI S FROM TANGENT.
 QE0540'ABOUT 2.6 MILES SOUTH OF TANGENT ON THE PACIFIC HIGHWAY EAST, AT MILE
 QE0540'87.58, AT THE NORTHEAST CORNER OF THE HIGHWAY BRIDGE OVER CALAPOOYA
 QE0540'RIVER, IN THE CONCRETE SIDEWALK.  STANDARD BRONZE DISK STAMPED D 126
 QE0540'1943.
 QE0540
 QE0540                          STATION RECOVERY (1965)
 QE0540
 QE0540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 QE0540'RECOVERED IN GOOD CONDITION.
 QE0540
 QE0540                          STATION RECOVERY (1985)
 QE0540
 QE0540'RECOVERY NOTE BY US POWER SQUADRON 1985
 QE0540'RECOVERED IN GOOD CONDITION.
 QE0540
 QE0540                          STATION RECOVERY (1987)
 QE0540
 QE0540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE0540'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  14.5 KM
 QE0540'(9.00 MI) SOUTHERLY ALONG STATE HIGHWAY 99E FROM THE SOUTHERN PACIFIC
 QE0540'RAILROAD STATION IN ALBANY, IN THE NORTHEAST CORNER OF THE EAST
 QE0540'WALKWAY OF A BRIDGE SPANNING THE CALAPOOIA RIVER, 5.2 M (17.1 FT)
 QE0540'EAST OF THE CENTERLINE OF THE HIGHWAY, 0.2 M (0.7 FT) SOUTH OF THE
 QE0540'NORTH END OF THE WALKWAY, AND 0.1 M (0.3 FT) WEST OF THE EAST
 QE0540'GUARDRAIL OF THE BRIDGE.
 QE0540'THE MARK IS 0.2 M ABOVE THE HIGHWAY.
 QE0540
 QE0540                          STATION RECOVERY (2006)
 QE0540
 QE0540'RECOVERY NOTE BY US POWER SQUADRON 2006
 QE0540'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH0889 ***********************************************************************
 OH0889  DESIGNATION -  D 128
 OH0889  PID         -  OH0889
 OH0889  STATE/COUNTY-  OR/MALHEUR
 OH0889  USGS QUAD   -  HOOKER CREEK (1969)
 OH0889
 OH0889                         *CURRENT SURVEY CONTROL
 OH0889  ___________________________________________________________________
 OH0889* NAD 83(1986)-  43 05 21.     (N)    117 03 29.     (W)     SCALED    
 OH0889* NAVD 88     -      1389.843  (meters)    4559.84   (feet)  ADJUSTED  
 OH0889  ___________________________________________________________________
 OH0889  GEOID HEIGHT-         -16.88  (meters)                     GEOID03
 OH0889  DYNAMIC HT  -        1389.109 (meters)    4557.44  (feet)  COMP
 OH0889  MODELED GRAV-     980,043.3   (mgal)                       NAVD 88
 OH0889
 OH0889  VERT ORDER  -  SECOND    CLASS 0
 OH0889
 OH0889.The horizontal coordinates were scaled from a topographic map and have
 OH0889.an estimated accuracy of +/- 6 seconds.
 OH0889
 OH0889.The orthometric height was determined by differential leveling
 OH0889.and adjusted in June 1991.
 OH0889
 OH0889.The geoid height was determined by GEOID03.
 OH0889
 OH0889.The dynamic height is computed by dividing the NAVD 88
 OH0889.geopotential number by the normal gravity value computed on the
 OH0889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0889.degrees latitude (g = 980.6199 gals.).
 OH0889
 OH0889.The modeled gravity was interpolated from observed gravity values.
 OH0889
 OH0889;                    North         East    Units  Estimated Accuracy
 OH0889;SPC OR S     -   163,770.    1,780,150.      MT  (+/- 180 meters Scaled)
 OH0889
 OH0889                          SUPERSEDED SURVEY CONTROL
 OH0889
 OH0889  NGVD 29 (??/??/92) 1388.782  (m)         4556.36   (f) ADJ UNCH    2 0
 OH0889
 OH0889.Superseded values are not recommended for survey control.
 OH0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0889.See file dsdata.txt to determine how the superseded data were derived.
 OH0889
 OH0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH952707(NAD 83)
 OH0889_MARKER: DB = BENCH MARK DISK
 OH0889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0889_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0889_STAMPING: D 128 1934
 OH0889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0889+STABILITY: SURFACE MOTION
 OH0889
 OH0889  HISTORY     - Date     Condition        Report By
 OH0889  HISTORY     - 1934     MONUMENTED       CGS
 OH0889  HISTORY     - 1966     GOOD             NGS
 OH0889
 OH0889                          STATION DESCRIPTION
 OH0889
 OH0889'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 OH0889'7.85 MI N FROM JORDAN VALLEY.
 OH0889'6.05 MILES NORTH ALONG U.S. HIGHWAY 95 FROM THE SCHOOL AT JORDAN
 OH0889'VALLEY, THENCE 1.8 MILES NORTH ALONG FORMER U.S. HIGHWAY 95, 0.1 MILE
 OH0889'NORTH OF THE JUNCTION OF A TRACK ROAD WEST, ON THE NORTH SLOPE OF A
 OH0889'HILL, ABOUT 100 YARDS SOUTH OF THE CENTER OF THE CROSSING OF A WASH,
 OH0889'38 FEET WEST OF THE CENTER LINE OF THE FORMER HIGHWAY, ABOUT 1 FOOT
 OH0889'HIGHER THAN THE FORMER HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 OH0889'PROJECTING 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0038 ***********************************************************************
 NX0038  DESIGNATION -  D 129
 NX0038  PID         -  NX0038
 NX0038  STATE/COUNTY-  OR/MALHEUR
 NX0038  USGS QUAD   -  COYOTE MEADOWS (1981)
 NX0038
 NX0038                         *CURRENT SURVEY CONTROL
 NX0038  ___________________________________________________________________
 NX0038* NAD 83(1986)-  42 23 16.     (N)    118 08 22.     (W)     SCALED    
 NX0038* NAVD 88     -      1361.442  (meters)    4466.66   (feet)  ADJUSTED  
 NX0038  ___________________________________________________________________
 NX0038  GEOID HEIGHT-         -18.84  (meters)                     GEOID03
 NX0038  DYNAMIC HT  -        1360.618 (meters)    4463.96  (feet)  COMP
 NX0038  MODELED GRAV-     979,968.7   (mgal)                       NAVD 88
 NX0038
 NX0038  VERT ORDER  -  SECOND    CLASS 0
 NX0038
 NX0038.The horizontal coordinates were scaled from a topographic map and have
 NX0038.an estimated accuracy of +/- 6 seconds.
 NX0038
 NX0038.The orthometric height was determined by differential leveling
 NX0038.and adjusted in June 1991.
 NX0038
 NX0038.The geoid height was determined by GEOID03.
 NX0038
 NX0038.The dynamic height is computed by dividing the NAVD 88
 NX0038.geopotential number by the normal gravity value computed on the
 NX0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0038.degrees latitude (g = 980.6199 gals.).
 NX0038
 NX0038.The modeled gravity was interpolated from observed gravity values.
 NX0038
 NX0038;                    North         East    Units  Estimated Accuracy
 NX0038;SPC OR S     -    82,840.    1,694,350.      MT  (+/- 180 meters Scaled)
 NX0038
 NX0038                          SUPERSEDED SURVEY CONTROL
 NX0038
 NX0038  NGVD 29 (??/??/92) 1360.308  (m)         4462.94   (f) ADJ UNCH    2 0
 NX0038
 NX0038.Superseded values are not recommended for survey control.
 NX0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NX0038.See file dsdata.txt to determine how the superseded data were derived.
 NX0038
 NX0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG062934(NAD 83)
 NX0038_MARKER: DB = BENCH MARK DISK
 NX0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NX0038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NX0038_STAMPING: D 129 1934
 NX0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NX0038+STABILITY: SURFACE MOTION
 NX0038
 NX0038  HISTORY     - Date     Condition        Report By
 NX0038  HISTORY     - 1934     MONUMENTED       CGS
 NX0038  HISTORY     - 1976     GOOD             USGS
 NX0038
 NX0038                          STATION DESCRIPTION
 NX0038
 NX0038'DESCRIBED BY US GEOLOGICAL SURVEY 1976
 NX0038'5.7 MI NE FROM WHITE HORSE RANCH.
 NX0038'2.1 MILES EAST ALONG THE ROAD TO MCDERMITT, NEV FROM THE JUNCTION OF
 NX0038'THE ROME - DENIO - MCDERMITT ROADS 4.4 MILES NE OF WHITE HORSE RANCH,
 NX0038'WHITEHORSE RANCH, EAST 0.2 MILES, THENCE NORTHEAST ALONG THE MAIN
 NX0038'TRAVELED ROAD 5.5 MILES, ON A SMALL RIDGE, 390 FEET NORTH OF THE ROAD.
 NX0038'DISK STAMPED D 129 1934 AND IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0231 ***********************************************************************
 NW0231  DESIGNATION -  D 130
 NW0231  PID         -  NW0231
 NW0231  STATE/COUNTY-  OR/MALHEUR
 NW0231  USGS QUAD   -  SCOTT RESERVOIR (1972)
 NW0231
 NW0231                         *CURRENT SURVEY CONTROL
 NW0231  ___________________________________________________________________
 NW0231* NAD 83(1986)-  42 50 25.     (N)    117 37 24.     (W)     SCALED    
 NW0231* NAVD 88     -      1030.346  (meters)    3380.39   (feet)  ADJUSTED  
 NW0231  ___________________________________________________________________
 NW0231  GEOID HEIGHT-         -18.08  (meters)                     GEOID03
 NW0231  DYNAMIC HT  -        1029.839 (meters)    3378.73  (feet)  COMP
 NW0231  MODELED GRAV-     980,093.6   (mgal)                       NAVD 88
 NW0231
 NW0231  VERT ORDER  -  SECOND    CLASS 0
 NW0231
 NW0231.The horizontal coordinates were scaled from a topographic map and have
 NW0231.an estimated accuracy of +/- 6 seconds.
 NW0231
 NW0231.The orthometric height was determined by differential leveling
 NW0231.and adjusted in June 1991.
 NW0231
 NW0231.The geoid height was determined by GEOID03.
 NW0231
 NW0231.The dynamic height is computed by dividing the NAVD 88
 NW0231.geopotential number by the normal gravity value computed on the
 NW0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0231.degrees latitude (g = 980.6199 gals.).
 NW0231
 NW0231.The modeled gravity was interpolated from observed gravity values.
 NW0231
 NW0231;                    North         East    Units  Estimated Accuracy
 NW0231;SPC OR S     -   134,410.    1,735,110.      MT  (+/- 180 meters Scaled)
 NW0231
 NW0231                          SUPERSEDED SURVEY CONTROL
 NW0231
 NW0231  NGVD 29 (??/??/92) 1029.327  (m)         3377.05   (f) ADJ UNCH    2 0
 NW0231
 NW0231.Superseded values are not recommended for survey control.
 NW0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0231.See file dsdata.txt to determine how the superseded data were derived.
 NW0231
 NW0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH490432(NAD 83)
 NW0231_MARKER: DB = BENCH MARK DISK
 NW0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NW0231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NW0231_STAMPING: D 130 1934
 NW0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NW0231+STABILITY: SURFACE MOTION
 NW0231
 NW0231  HISTORY     - Date     Condition        Report By
 NW0231  HISTORY     - 1934     MONUMENTED       CGS
 NW0231
 NW0231                          STATION DESCRIPTION
 NW0231
 NW0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NW0231'0.6 MI NE FROM ROME.
 NW0231'0.6 MILE NORTHEAST ALONG 1934 SURVEY FOR THE IDAHO-OREGON-NEVADA
 NW0231'HIGHWAY FROM ROME, MALHEUR COUNTY, 130 FEET NORTHEAST OF THE HIGHWAY
 NW0231'BRIDGE OVER OWYHEE RIVER, 95 FEET SOUTH OF THE CENTERLINE OF THE
 NW0231'HIGHWAY, AND AT THE FOOT OF A HIGH FILL.  A STANDARD DISK, STAMPED D
 NW0231'130 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH0878 ***********************************************************************
 OH0878  DESIGNATION -  D 131
 OH0878  PID         -  OH0878
 OH0878  STATE/COUNTY-  OR/MALHEUR
 OH0878  USGS QUAD   -  SHEAVILLE (1969)
 OH0878
 OH0878                         *CURRENT SURVEY CONTROL
 OH0878  ___________________________________________________________________
 OH0878* NAD 83(1986)-  43 13 45.     (N)    117 03 33.     (W)     SCALED    
 OH0878* NAVD 88     -      1254.946  (meters)    4117.27   (feet)  ADJUSTED  
 OH0878  ___________________________________________________________________
 OH0878  GEOID HEIGHT-         -16.89  (meters)                     GEOID03
 OH0878  DYNAMIC HT  -        1254.341 (meters)    4115.28  (feet)  COMP
 OH0878  MODELED GRAV-     980,093.7   (mgal)                       NAVD 88
 OH0878
 OH0878  VERT ORDER  -  SECOND    CLASS 0
 OH0878
 OH0878.The horizontal coordinates were scaled from a topographic map and have
 OH0878.an estimated accuracy of +/- 6 seconds.
 OH0878
 OH0878.The orthometric height was determined by differential leveling
 OH0878.and adjusted in June 1991.
 OH0878
 OH0878.The geoid height was determined by GEOID03.
 OH0878
 OH0878.The dynamic height is computed by dividing the NAVD 88
 OH0878.geopotential number by the normal gravity value computed on the
 OH0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0878.degrees latitude (g = 980.6199 gals.).
 OH0878
 OH0878.The modeled gravity was interpolated from observed gravity values.
 OH0878
 OH0878;                    North         East    Units  Estimated Accuracy
 OH0878;SPC OR S     -   179,310.    1,779,420.      MT  (+/- 180 meters Scaled)
 OH0878
 OH0878                          SUPERSEDED SURVEY CONTROL
 OH0878
 OH0878  NGVD 29 (??/??/92) 1253.928  (m)         4113.93   (f) ADJ UNCH    2 0
 OH0878
 OH0878.Superseded values are not recommended for survey control.
 OH0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0878.See file dsdata.txt to determine how the superseded data were derived.
 OH0878
 OH0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH951862(NAD 83)
 OH0878_MARKER: DB = BENCH MARK DISK
 OH0878_SETTING: 66 = SET IN ROCK OUTCROP
 OH0878_SP_SET: SANDSTONE OUTCROP
 OH0878_STAMPING: D 131 1934
 OH0878_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OH0878+STABILITY: POSITION/ELEVATION WELL
 OH0878
 OH0878  HISTORY     - Date     Condition        Report By
 OH0878  HISTORY     - 1934     MONUMENTED       CGS
 OH0878  HISTORY     - 1966     GOOD             NGS
 OH0878
 OH0878                          STATION DESCRIPTION
 OH0878
 OH0878'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 OH0878'43.0 MI S FROM ADRIAN.
 OH0878'8.0 MILES SOUTH ALONG STATE HIGHWAY 201 FROM THE POST OFFICE AT
 OH0878'ADRIAN, THENCE 35.0 MILES SOUTH ALONG SUCCOR CREEK ROAD, 0.2 MILE
 OH0878'NORTH OF A STEEL CATTLEGUARD, IN THE TOP OF THE SOUTH END OF A RIDGE
 OH0878'OF SANDSTONE OUTCROP PROJECTING ABOUT 1 1/2 FEET, 71 FEET NORTH OF THE
 OH0878'CENTER LINE OF THE ROAD, AND ABOUT 4 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH0856 ***********************************************************************
 OH0856  DESIGNATION -  D 132
 OH0856  PID         -  OH0856
 OH0856  STATE/COUNTY-  OR/MALHEUR
 OH0856  USGS QUAD   -  NYSSA (1965)
 OH0856
 OH0856                         *CURRENT SURVEY CONTROL
 OH0856  ___________________________________________________________________
 OH0856* NAD 83(1986)-  43 52 35.     (N)    116 59 47.     (W)     SCALED    
 OH0856* NAVD 88     -       665.644  (meters)    2183.87   (feet)  ADJUSTED  
 OH0856  ___________________________________________________________________
 OH0856  GEOID HEIGHT-         -17.87  (meters)                     GEOID03
 OH0856  DYNAMIC HT  -         665.434 (meters)    2183.18  (feet)  COMP
 OH0856  MODELED GRAV-     980,282.4   (mgal)                       NAVD 88
 OH0856
 OH0856  VERT ORDER  -  FIRST     CLASS II
 OH0856
 OH0856.The horizontal coordinates were scaled from a topographic map and have
 OH0856.an estimated accuracy of +/- 6 seconds.
 OH0856
 OH0856.The orthometric height was determined by differential leveling
 OH0856.and adjusted in June 1991.
 OH0856
 OH0856.The geoid height was determined by GEOID03.
 OH0856
 OH0856.The dynamic height is computed by dividing the NAVD 88
 OH0856.geopotential number by the normal gravity value computed on the
 OH0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0856.degrees latitude (g = 980.6199 gals.).
 OH0856
 OH0856.The modeled gravity was interpolated from observed gravity values.
 OH0856
 OH0856;                    North         East    Units  Estimated Accuracy
 OH0856;SPC OR S     -   251,360.    1,781,500.      MT  (+/- 180 meters Scaled)
 OH0856
 OH0856                          SUPERSEDED SURVEY CONTROL
 OH0856
 OH0856  NGVD 29 (??/??/92)  664.681  (m)         2180.71   (f) ADJ UNCH    1 2
 OH0856
 OH0856.Superseded values are not recommended for survey control.
 OH0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0856.See file dsdata.txt to determine how the superseded data were derived.
 OH0856
 OH0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ002581(NAD 83)
 OH0856_MARKER: DB = BENCH MARK DISK
 OH0856_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OH0856_SP_SET: BUILDING
 OH0856_STAMPING: D 132 1934
 OH0856_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OH0856
 OH0856  HISTORY     - Date     Condition        Report By
 OH0856  HISTORY     - 1934     MONUMENTED       CGS
 OH0856  HISTORY     - 1941     GOOD             NGS
 OH0856
 OH0856                          STATION DESCRIPTION
 OH0856
 OH0856'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OH0856'IN NYSSA.
 OH0856'AT NYSSA, MALHEUR COUNTY, AT THE OWHYEE IRRIGATION DISTRICT BUILDING,
 OH0856'IN THE FACE OF THE EAST BRICK WALL, AT THE NORTH END, AND ABOUT 4.6
 OH0856'FEET ABOVE THE SIDEWALK.  A STANDARD DISK, STAMPED D 132 1934 AND SET
 OH0856'VERTICALLY.
 OH0856
 OH0856                          STATION RECOVERY (1941)
 OH0856
 OH0856'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 OH0856'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0253 ***********************************************************************
 NW0253  DESIGNATION -  D 133
 NW0253  PID         -  NW0253
 NW0253  STATE/COUNTY-  OR/MALHEUR
 NW0253  USGS QUAD   -  OWYHEE BUTTE (1972)
 NW0253
 NW0253                         *CURRENT SURVEY CONTROL
 NW0253  ___________________________________________________________________
 NW0253* NAD 83(1986)-  42 52 30.     (N)    117 44 45.     (W)     SCALED    
 NW0253* NAVD 88     -      1120.742  (meters)    3676.97   (feet)  ADJUSTED  
 NW0253  ___________________________________________________________________
 NW0253  GEOID HEIGHT-         -18.21  (meters)                     GEOID03
 NW0253  DYNAMIC HT  -        1120.172 (meters)    3675.10  (feet)  COMP
 NW0253  MODELED GRAV-     980,073.5   (mgal)                       NAVD 88
 NW0253
 NW0253  VERT ORDER  -  SECOND    CLASS 0
 NW0253
 NW0253.The horizontal coordinates were scaled from a topographic map and have
 NW0253.an estimated accuracy of +/- 6 seconds.
 NW0253
 NW0253.The orthometric height was determined by differential leveling
 NW0253.and adjusted in June 1991.
 NW0253
 NW0253.The geoid height was determined by GEOID03.
 NW0253
 NW0253.The dynamic height is computed by dividing the NAVD 88
 NW0253.geopotential number by the normal gravity value computed on the
 NW0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0253.degrees latitude (g = 980.6199 gals.).
 NW0253
 NW0253.The modeled gravity was interpolated from observed gravity values.
 NW0253
 NW0253;                    North         East    Units  Estimated Accuracy
 NW0253;SPC OR S     -   137,920.    1,724,970.      MT  (+/- 180 meters Scaled)
 NW0253
 NW0253                          SUPERSEDED SURVEY CONTROL
 NW0253
 NW0253  NGVD 29 (??/??/92) 1119.692  (m)         3673.52   (f) ADJ UNCH    2 0
 NW0253
 NW0253.Superseded values are not recommended for survey control.
 NW0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0253.See file dsdata.txt to determine how the superseded data were derived.
 NW0253
 NW0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH390472(NAD 83)
 NW0253_MARKER: DB = BENCH MARK DISK
 NW0253_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 NW0253_SP_SET: ROCK
 NW0253_STAMPING: D 133 1934
 NW0253_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0253
 NW0253  HISTORY     - Date     Condition        Report By
 NW0253  HISTORY     - 1934     MONUMENTED       CGS
 NW0253
 NW0253                          STATION DESCRIPTION
 NW0253
 NW0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NW0253'6.5 MI W FROM ROME.
 NW0253'6.5 MILES WEST OF JUNCTION OF MCDERMITT-FOLLY FARM ROADS 2.4 MILES
 NW0253'WEST OF CROOKED CREEK RANCH.  AT TOP OF SMALL RIM. 30 FEET SOUTH OF
 NW0253'ROAD.  IN ROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0116 ***********************************************************************
 PA0116  DESIGNATION -  D 134
 PA0116  PID         -  PA0116
 PA0116  STATE/COUNTY-  OR/MALHEUR
 PA0116  USGS QUAD   -  FOLLY FARM (1974)
 PA0116
 PA0116                         *CURRENT SURVEY CONTROL
 PA0116  ___________________________________________________________________
 PA0116* NAD 83(1986)-  43 06 14.     (N)    118 08 48.     (W)     SCALED    
 PA0116* NAVD 88     -      1257.682  (meters)    4126.24   (feet)  ADJUSTED  
 PA0116  ___________________________________________________________________
 PA0116  GEOID HEIGHT-         -18.33  (meters)                     GEOID03
 PA0116  DYNAMIC HT  -        1257.015 (meters)    4124.06  (feet)  COMP
 PA0116  MODELED GRAV-     980,046.8   (mgal)                       NAVD 88
 PA0116
 PA0116  VERT ORDER  -  SECOND    CLASS 0
 PA0116
 PA0116.The horizontal coordinates were scaled from a topographic map and have
 PA0116.an estimated accuracy of +/- 6 seconds.
 PA0116
 PA0116.The orthometric height was determined by differential leveling
 PA0116.and adjusted in June 1991.
 PA0116
 PA0116.The geoid height was determined by GEOID03.
 PA0116
 PA0116.The dynamic height is computed by dividing the NAVD 88
 PA0116.geopotential number by the normal gravity value computed on the
 PA0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0116.degrees latitude (g = 980.6199 gals.).
 PA0116
 PA0116.The modeled gravity was interpolated from observed gravity values.
 PA0116
 PA0116;                    North         East    Units  Estimated Accuracy
 PA0116;SPC OR S     -   162,340.    1,691,520.      MT  (+/- 180 meters Scaled)
 PA0116
 PA0116                          SUPERSEDED SURVEY CONTROL
 PA0116
 PA0116  NGVD 29 (??/??/92) 1256.540  (m)         4122.50   (f) ADJ UNCH    2 0
 PA0116
 PA0116.Superseded values are not recommended for survey control.
 PA0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0116.See file dsdata.txt to determine how the superseded data were derived.
 PA0116
 PA0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH066729(NAD 83)
 PA0116_MARKER: DB = BENCH MARK DISK
 PA0116_SETTING: 66 = SET IN ROCK OUTCROP
 PA0116_SP_SET: ROCK OUTCROP
 PA0116_STAMPING: D 134 1934
 PA0116_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PA0116+STABILITY: POSITION/ELEVATION WELL
 PA0116
 PA0116  HISTORY     - Date     Condition        Report By
 PA0116  HISTORY     - 1934     MONUMENTED       CGS
 PA0116  HISTORY     - 1974     GOOD             USGS
 PA0116
 PA0116                          STATION DESCRIPTION
 PA0116
 PA0116'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 PA0116'5.1 MI NE FROM CROWLEY.
 PA0116'ABOUT 5.1 MILES NORTHEAST ALONG THE ROAD TO CROWLEY FROM ITS JUNCTION
 PA0116'WITH OREGON HIGHWAY 78 NEAR FOLLY FARM, ABOUT 730 FEET NORTHWEST OF
 PA0116'THE ROAD AND AT THE BASE OF A SMALL CLIFF.  STANDARD DISK SET IN ROCK
 PA0116'OUTCROP AND STAMPED D 134 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0103 ***********************************************************************
 NX0103  DESIGNATION -  D 136
 NX0103  PID         -  NX0103
 NX0103  STATE/COUNTY-  OR/HARNEY
 NX0103  USGS QUAD   -  BUTLER HILL (1971)
 NX0103
 NX0103                         *CURRENT SURVEY CONTROL
 NX0103  ___________________________________________________________________
 NX0103* NAD 83(1986)-  42 39 26.     (N)    119 04 09.     (W)     SCALED    
 NX0103* NAVD 88     -      1388.901  (meters)    4556.75   (feet)  ADJUSTED  
 NX0103  ___________________________________________________________________
 NX0103  GEOID HEIGHT-         -19.65  (meters)                     GEOID03
 NX0103  DYNAMIC HT  -        1388.061 (meters)    4554.00  (feet)  COMP
 NX0103  MODELED GRAV-     979,968.3   (mgal)                       NAVD 88
 NX0103
 NX0103  VERT ORDER  -  SECOND    CLASS 0
 NX0103
 NX0103.The horizontal coordinates were scaled from a topographic map and have
 NX0103.an estimated accuracy of +/- 6 seconds.
 NX0103
 NX0103.The orthometric height was determined by differential leveling
 NX0103.and adjusted in June 1991.
 NX0103
 NX0103.The geoid height was determined by GEOID03.
 NX0103
 NX0103.The dynamic height is computed by dividing the NAVD 88
 NX0103.geopotential number by the normal gravity value computed on the
 NX0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0103.degrees latitude (g = 980.6199 gals.).
 NX0103
 NX0103.The modeled gravity was interpolated from observed gravity values.
 NX0103
 NX0103;                    North         East    Units  Estimated Accuracy
 NX0103;SPC OR S     -   111,040.    1,617,310.      MT  (+/- 180 meters Scaled)
 NX0103
 NX0103                          SUPERSEDED SURVEY CONTROL
 NX0103
 NX0103  NGVD 29 (??/??/92) 1387.722  (m)         4552.88   (f) ADJ UNCH    2 0
 NX0103
 NX0103.Superseded values are not recommended for survey control.
 NX0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NX0103.See file dsdata.txt to determine how the superseded data were derived.
 NX0103
 NX0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH304248(NAD 83)
 NX0103_MARKER: DB = BENCH MARK DISK
 NX0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NX0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NX0103_STAMPING: D 136 1934
 NX0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NX0103+STABILITY: SURFACE MOTION
 NX0103
 NX0103  HISTORY     - Date     Condition        Report By
 NX0103  HISTORY     - 1934     MONUMENTED       CGS
 NX0103
 NX0103                          STATION DESCRIPTION
 NX0103
 NX0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NX0103'2.5 MI N FROM BLITZEN.
 NX0103'ABOUT 2.5 MILES NORTH ALONG THE FRENCHGLEN ROAD FROM THE SCHOOLHOUSE
 NX0103'AT BLITZEN, HARNEY COUNTY, ABOUT 0.3 MILE SOUTH (NORTH) OF TWO HOUSES
 NX0103'ON OPPOSITE SIDES OF THE ROAD, ABOUT 0.2 MILE NORTH OF AN OLD BARN
 NX0103'EAST OF THE ROAD, 25 FEET EAST OF THE ROAD, AND IN LINE WITH A FENCE.
 NX0103'A STANDARD DISK, STAMPED D 136 1934 AND SET IN THE TOP OF A CONCRETE
 NX0103'POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0398 ***********************************************************************
 PA0398  DESIGNATION -  D 137
 PA0398  PID         -  PA0398
 PA0398  STATE/COUNTY-  OR/HARNEY
 PA0398  USGS QUAD   -  LAKE ON THE TRAIL (1980)
 PA0398
 PA0398                         *CURRENT SURVEY CONTROL
 PA0398  ___________________________________________________________________
 PA0398* NAD 83(1986)-  43 19 54.     (N)    119 35 40.     (W)     SCALED    
 PA0398* NAVD 88     -      1306.580  (meters)    4286.67   (feet)  ADJUSTED  
 PA0398  ___________________________________________________________________
 PA0398  GEOID HEIGHT-         -19.59  (meters)                     GEOID03
 PA0398  DYNAMIC HT  -        1305.917 (meters)    4284.50  (feet)  COMP
 PA0398  MODELED GRAV-     980,067.1   (mgal)                       NAVD 88
 PA0398
 PA0398  VERT ORDER  -  SECOND    CLASS 0
 PA0398
 PA0398.The horizontal coordinates were scaled from a topographic map and have
 PA0398.an estimated accuracy of +/- 6 seconds.
 PA0398
 PA0398.The orthometric height was determined by differential leveling
 PA0398.and adjusted in June 1991.
 PA0398
 PA0398.The geoid height was determined by GEOID03.
 PA0398
 PA0398.The dynamic height is computed by dividing the NAVD 88
 PA0398.geopotential number by the normal gravity value computed on the
 PA0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0398.degrees latitude (g = 980.6199 gals.).
 PA0398
 PA0398.The modeled gravity was interpolated from observed gravity values.
 PA0398
 PA0398;                    North         East    Units  Estimated Accuracy
 PA0398;SPC OR S     -   185,350.    1,573,430.      MT  (+/- 180 meters Scaled)
 PA0398
 PA0398                          SUPERSEDED SURVEY CONTROL
 PA0398
 PA0398  NGVD 29 (??/??/92) 1305.399  (m)         4282.80   (f) ADJ UNCH    2 0
 PA0398
 PA0398.Superseded values are not recommended for survey control.
 PA0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0398.See file dsdata.txt to determine how the superseded data were derived.
 PA0398
 PA0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKJ896009(NAD 83)
 PA0398_MARKER: DB = BENCH MARK DISK
 PA0398_SETTING: 80 = SET IN A BOULDER
 PA0398_SP_SET: BOULDER
 PA0398_STAMPING: D 137 1934
 PA0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0398+STABILITY: SURFACE MOTION
 PA0398
 PA0398  HISTORY     - Date     Condition        Report By
 PA0398  HISTORY     - 1934     MONUMENTED       CGS
 PA0398  HISTORY     - 1976     GOOD             USGS
 PA0398
 PA0398                          STATION DESCRIPTION
 PA0398
 PA0398'DESCRIBED BY US GEOLOGICAL SURVEY 1976
 PA0398'11.1 MI NE FROM WAGONTIRE.
 PA0398'WAGONTIRE, 11.1 MILES NE OF ALONG U.S. HWY 395, THEN 6.2 MILES EAST ON
 PA0398'BLADED DIRT ROAD, AT THE TOP (SOUTH END) OF A SHORT STEEP GRADE, ABOUT
 PA0398'0.1 MILE ENE OF THE WEST 1/4 CORNER OF SECTION 10/T26S/R26E, 86 FEET
 PA0398'EAST OF CENTERLINE ROAD A USC AND GS TABLET SET IN THE TOP OF A 4 X 3
 PA0398'FOOT BOULDER WHICH PROJECTS 0.2 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0739 ***********************************************************************
 QD0739  DESIGNATION -  D 16
 QD0739  PID         -  QD0739
 QD0739  STATE/COUNTY-  OR/DESCHUTES
 QD0739  USGS QUAD   -  TUMALO (1962)
 QD0739
 QD0739                         *CURRENT SURVEY CONTROL
 QD0739  ___________________________________________________________________
 QD0739* NAD 83(1986)-  44 08 50.     (N)    121 19 50.     (W)     SCALED    
 QD0739* NAVD 88     -       971.030  (meters)    3185.79   (feet)  ADJUSTED  
 QD0739  ___________________________________________________________________
 QD0739  GEOID HEIGHT-         -21.15  (meters)                     GEOID03
 QD0739  DYNAMIC HT  -         970.641 (meters)    3184.51  (feet)  COMP
 QD0739  MODELED GRAV-     980,185.3   (mgal)                       NAVD 88
 QD0739
 QD0739  VERT ORDER  -  SECOND    CLASS 0
 QD0739
 QD0739.The horizontal coordinates were scaled from a topographic map and have
 QD0739.an estimated accuracy of +/- 6 seconds.
 QD0739
 QD0739.The orthometric height was determined by differential leveling
 QD0739.and adjusted in June 1991.
 QD0739
 QD0739.The geoid height was determined by GEOID03.
 QD0739
 QD0739.The dynamic height is computed by dividing the NAVD 88
 QD0739.geopotential number by the normal gravity value computed on the
 QD0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0739.degrees latitude (g = 980.6199 gals.).
 QD0739
 QD0739.The modeled gravity was interpolated from observed gravity values.
 QD0739
 QD0739;                    North         East    Units  Estimated Accuracy
 QD0739;SPC OR S     -   275,890.    1,433,550.      MT  (+/- 180 meters Scaled)
 QD0739
 QD0739                          SUPERSEDED SURVEY CONTROL
 QD0739
 QD0739  NGVD 29 (??/??/92)  969.857  (m)         3181.94   (f) ADJ UNCH    2 0
 QD0739
 QD0739.Superseded values are not recommended for survey control.
 QD0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0739.See file dsdata.txt to determine how the superseded data were derived.
 QD0739
 QD0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP335895(NAD 83)
 QD0739_MARKER: DD = SURVEY DISK
 QD0739_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QD0739_SP_SET: SIPHON BOX
 QD0739_STAMPING: D 16 1926 3182
 QD0739_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QD0739
 QD0739  HISTORY     - Date     Condition        Report By
 QD0739  HISTORY     - 1926     MONUMENTED       USGS
 QD0739  HISTORY     - 1946     GOOD             NGS
 QD0739
 QD0739                          STATION DESCRIPTION
 QD0739
 QD0739'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 QD0739'IN TUMALO.
 QD0739'ALONG U.S. HIGHWAY 20, AT TUMALO, SET IN TOP OF CONCRETE IRRIGATION
 QD0739'SIPHON ABOUT 0.1 MILE SOUTH OF TURN IN HIGHWAY AT JUNCTION OF GRAVELED
 QD0739'ROAD LEADING NORTH TO REDMOND, 12.5 FEET WEST OF CENTER LINE OF
 QD0739'HIGHWAY, 31.7 FEET NORTHWEST OF AND ACROSS HIGHWAY FROM HIGHWAY SIGN
 QD0739'INDICATING TURN.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0759 ***********************************************************************
 QB0759  DESIGNATION -  D 160
 QB0759  PID         -  QB0759
 QB0759  STATE/COUNTY-  OR/BAKER
 QB0759  USGS QUAD   -  CONNOR CREEK (1987)
 QB0759
 QB0759                         *CURRENT SURVEY CONTROL
 QB0759  ___________________________________________________________________
 QB0759* NAD 83(1986)-  44 31 38.     (N)    117 10 26.     (W)     SCALED    
 QB0759* NAVD 88     -       605.407  (meters)    1986.24   (feet)  ADJUSTED  
 QB0759  ___________________________________________________________________
 QB0759  GEOID HEIGHT-         -16.71  (meters)                     GEOID03
 QB0759  DYNAMIC HT  -         605.235 (meters)    1985.68  (feet)  COMP
 QB0759  MODELED GRAV-     980,316.5   (mgal)                       NAVD 88
 QB0759
 QB0759  VERT ORDER  -  SECOND    CLASS 0
 QB0759
 QB0759.The horizontal coordinates were scaled from a topographic map and have
 QB0759.an estimated accuracy of +/- 6 seconds.
 QB0759
 QB0759.The orthometric height was determined by differential leveling
 QB0759.and adjusted in June 1991.
 QB0759
 QB0759.The geoid height was determined by GEOID03.
 QB0759
 QB0759.The dynamic height is computed by dividing the NAVD 88
 QB0759.geopotential number by the normal gravity value computed on the
 QB0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0759.degrees latitude (g = 980.6199 gals.).
 QB0759
 QB0759.The modeled gravity was interpolated from observed gravity values.
 QB0759
 QB0759;                    North         East    Units  Estimated Accuracy
 QB0759;SPC OR N     -   101,070.    2,764,320.      MT  (+/- 180 meters Scaled)
 QB0759
 QB0759                          SUPERSEDED SURVEY CONTROL
 QB0759
 QB0759  NGVD 29 (??/??/92)  604.397  (m)         1982.93   (f) ADJ UNCH    2 0
 QB0759
 QB0759.Superseded values are not recommended for survey control.
 QB0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0759.See file dsdata.txt to determine how the superseded data were derived.
 QB0759
 QB0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK861304(NAD 83)
 QB0759_MARKER: DD = SURVEY DISK
 QB0759_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QB0759_SP_SET: FOUNDATION
 QB0759_STAMPING: D 160 1941
 QB0759_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QB0759
 QB0759  HISTORY     - Date     Condition        Report By
 QB0759  HISTORY     - 1941     MONUMENTED       DOD
 QB0759  HISTORY     - 1946     GOOD             NGS
 QB0759
 QB0759                          STATION DESCRIPTION
 QB0759
 QB0759'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 QB0759'0.1 MI W FROM HOME.
 QB0759'ALONG THE HOMESTEAD BRANCH OF THE UNION PACIFIC RAILROAD, 0.1 MILE
 QB0759'WEST OF THE STATION AT HOME, 105.0 FEET EAST OF AND ACROSS A GRAVEL
 QB0759'ROAD FROM MILE POST NO.14, 86.5 FEET NORTH OF THE NORTH RAIL OF THE
 QB0759'MAIN TRACK, 11.0 FEET NORTH OF CENTER OF A GRAVEL ROAD, 11.3 FEET
 QB0759'SOUTHWEST OF THE SOUTHWEST CORNER OF THE CONCRETE FOUNDATION OF A
 QB0759'STORE AND THE POST OFFICE AT HOME, U.S. ARMY ENGINEERS BRONZE DISK SET
 QB0759'IN TOP OF AND 0.4 FOOT NORTHWEST OF THE SOUTHEAST CORNER OF THE
 QB0759'CONCRETE FOUNDATION FOR A GASOLINE PUMP, 0.7 FOOT SOUTHEAST OF THE
 QB0759'METAL BASE OF THE PUMP, 0.1 FOOT BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0027 ***********************************************************************
 NY0027  DESIGNATION -  D 17
 NY0027  PID         -  NY0027
 NY0027  STATE/COUNTY-  OR/LAKE
 NY0027  USGS QUAD   -  COGLAN BUTTES SE (1966)
 NY0027
 NY0027                         *CURRENT SURVEY CONTROL
 NY0027  ___________________________________________________________________
 NY0027* NAD 83(1986)-  42 35 45.     (N)    120 16 19.     (W)     SCALED    
 NY0027* NAVD 88     -      1298.744  (meters)    4260.96   (feet)  ADJUSTED  
 NY0027  ___________________________________________________________________
 NY0027  GEOID HEIGHT-         -20.61  (meters)                     GEOID03
 NY0027  DYNAMIC HT  -        1297.978 (meters)    4258.45  (feet)  COMP
 NY0027  MODELED GRAV-     979,986.3   (mgal)                       NAVD 88
 NY0027
 NY0027  VERT ORDER  -  FIRST     CLASS II
 NY0027
 NY0027.The horizontal coordinates were scaled from a topographic map and have
 NY0027.an estimated accuracy of +/- 6 seconds.
 NY0027
 NY0027.The orthometric height was determined by differential leveling
 NY0027.and adjusted in June 1991.
 NY0027
 NY0027.The geoid height was determined by GEOID03.
 NY0027
 NY0027.The dynamic height is computed by dividing the NAVD 88
 NY0027.geopotential number by the normal gravity value computed on the
 NY0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0027.degrees latitude (g = 980.6199 gals.).
 NY0027
 NY0027.The modeled gravity was interpolated from observed gravity values.
 NY0027
 NY0027;                    North         East    Units  Estimated Accuracy
 NY0027;SPC OR S     -   103,240.    1,518,720.      MT  (+/- 180 meters Scaled)
 NY0027
 NY0027                          SUPERSEDED SURVEY CONTROL
 NY0027
 NY0027  NGVD 29 (??/??/92) 1297.583  (m)         4257.15   (f) ADJ UNCH    1 2
 NY0027
 NY0027.Superseded values are not recommended for survey control.
 NY0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0027.See file dsdata.txt to determine how the superseded data were derived.
 NY0027
 NY0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGN238195(NAD 83)
 NY0027_MARKER: DB = BENCH MARK DISK
 NY0027_SETTING: 66 = SET IN ROCK OUTCROP
 NY0027_SP_SET: BEDROCK
 NY0027_STAMPING: D 17 1920
 NY0027_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NY0027+STABILITY: POSITION/ELEVATION WELL
 NY0027
 NY0027  HISTORY     - Date     Condition        Report By
 NY0027  HISTORY     - 1920     MONUMENTED       CGS
 NY0027  HISTORY     - 1966     MARK NOT FOUND   NGS
 NY0027
 NY0027                          STATION DESCRIPTION
 NY0027
 NY0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1920
 NY0027'2.6 MI NE FROM VALLEY FALLS.
 NY0027'2.6 MILES NORTHEAST ALONG THE FREMONT HIGHWAY (U.S. 395) FROM THE
 NY0027'JUNCTION OF STATE HIGHWAY 31 AT VALLEY FALLS, LAKE COUNTY, THENCE
 NY0027'ABOUT 6 MILES NORTH ALONG THE ALKALI LAKE ROAD.  ABOUT 5-3/4 MILES
 NY0027'NORTH OF HOTCHKISS RANCH, ON THE WEST SHORE OF LAKE ALBERT, ABOUT 250
 NY0027'FEET EAST OF THE ROAD, NEAR A SMALL CAIRN, AND IN BEDROCK.  A STANDARD
 NY0027'DISK, STAMPED D 17 1920.
 NY0027
 NY0027                          STATION RECOVERY (1966)
 NY0027
 NY0027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 NY0027'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0436 ***********************************************************************
 PA0436  DESIGNATION -  D 18
 PA0436  PID         -  PA0436
 PA0436  STATE/COUNTY-  OR/HARNEY
 PA0436  USGS QUAD   -  HAY LAKE (1980)
 PA0436
 PA0436                         *CURRENT SURVEY CONTROL
 PA0436  ___________________________________________________________________
 PA0436* NAD 83(1986)-  43 26 22.     (N)    119 50 37.     (W)     SCALED    
 PA0436* NAVD 88     -      1452.553  (meters)    4765.58   (feet)  ADJUSTED  
 PA0436  ___________________________________________________________________
 PA0436  GEOID HEIGHT-         -19.58  (meters)                     GEOID03
 PA0436  DYNAMIC HT  -        1451.794 (meters)    4763.09  (feet)  COMP
 PA0436  MODELED GRAV-     980,045.8   (mgal)                       NAVD 88
 PA0436
 PA0436  VERT ORDER  -  FIRST     CLASS II
 PA0436
 PA0436.The horizontal coordinates were scaled from a topographic map and have
 PA0436.an estimated accuracy of +/- 6 seconds.
 PA0436
 PA0436.The orthometric height was determined by differential leveling
 PA0436.and adjusted in June 1991.
 PA0436
 PA0436.The geoid height was determined by GEOID03.
 PA0436
 PA0436.The dynamic height is computed by dividing the NAVD 88
 PA0436.geopotential number by the normal gravity value computed on the
 PA0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0436.degrees latitude (g = 980.6199 gals.).
 PA0436
 PA0436.The modeled gravity was interpolated from observed gravity values.
 PA0436
 PA0436;                    North         East    Units  Estimated Accuracy
 PA0436;SPC OR S     -   197,130.    1,553,130.      MT  (+/- 180 meters Scaled)
 PA0436
 PA0436                          SUPERSEDED SURVEY CONTROL
 PA0436
 PA0436  NGVD 29 (??/??/92) 1451.312  (m)         4761.51   (f) ADJ UNCH    1 2
 PA0436
 PA0436.Superseded values are not recommended for survey control.
 PA0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0436.See file dsdata.txt to determine how the superseded data were derived.
 PA0436
 PA0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKJ698135(NAD 83)
 PA0436_MARKER: DB = BENCH MARK DISK
 PA0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PA0436_STAMPING: D 18 1920
 PA0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0436+STABILITY: SURFACE MOTION
 PA0436
 PA0436  HISTORY     - Date     Condition        Report By
 PA0436  HISTORY     - 1920     MONUMENTED       CGS
 PA0436  HISTORY     - 1976     GOOD             USGS
 PA0436
 PA0436                          STATION DESCRIPTION
 PA0436
 PA0436'DESCRIBED BY US GEOLOGICAL SURVEY 1976
 PA0436'15.0 MI NE FROM WAGONTIRE.
 PA0436'WAGONTIRE, 2.2 MILES NE OF ALONG U.S. HWY 395, THEN 12.8 MILES NORTH
 PA0436'ALONG BLADED ROAD, ABOUT 0.4 MILE WEST OF THE NE CORNER OF SECTION
 PA0436'4/T25S/R24E, ABOUT 600 FEET WEST OF THE MAIN ROAD, 125 FEET SW OF A
 PA0436'JUNCTION OF TRACK ROADS, 70 FEET SOUTH OF A TRACK ROAD, 30 FEET NW OF
 PA0436'A TRACK ROAD, A USC AND GS TABLET SET IN THE TOP OF A CONCRETE POST
 PA0436'WHICH PROJECTS 0.2 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1142 ***********************************************************************
 QE1142  DESIGNATION -  D 192
 QE1142  PID         -  QE1142
 QE1142  STATE/COUNTY-  OR/LINCOLN
 QE1142  USGS QUAD   -  LINCOLN CITY (1984)
 QE1142
 QE1142                         *CURRENT SURVEY CONTROL
 QE1142  ___________________________________________________________________
 QE1142* NAD 83(1986)-  44 55 39.     (N)    124 00 48.     (W)     SCALED    
 QE1142* NAVD 88     -         4.059  (meters)      13.32   (feet)  ADJUSTED  
 QE1142  ___________________________________________________________________
 QE1142  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 QE1142  DYNAMIC HT  -           4.059 (meters)      13.32  (feet)  COMP
 QE1142  MODELED GRAV-     980,646.9   (mgal)                       NAVD 88
 QE1142
 QE1142  VERT ORDER  -  FIRST     CLASS II
 QE1142
 QE1142.The horizontal coordinates were scaled from a topographic map and have
 QE1142.an estimated accuracy of +/- 6 seconds.
 QE1142
 QE1142.The orthometric height was determined by differential leveling
 QE1142.and adjusted in June 1991.
 QE1142
 QE1142.The geoid height was determined by GEOID03.
 QE1142
 QE1142.The dynamic height is computed by dividing the NAVD 88
 QE1142.geopotential number by the normal gravity value computed on the
 QE1142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1142.degrees latitude (g = 980.6199 gals.).
 QE1142
 QE1142.The modeled gravity was interpolated from observed gravity values.
 QE1142
 QE1142;                    North         East    Units  Estimated Accuracy
 QE1142;SPC OR N     -   146,140.    2,222,750.      MT  (+/- 180 meters Scaled)
 QE1142
 QE1142                          SUPERSEDED SURVEY CONTROL
 QE1142
 QE1142  NGVD 29 (??/??/92)    3.050  (m)           10.01   (f) ADJ UNCH    1 2
 QE1142
 QE1142.Superseded values are not recommended for survey control.
 QE1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1142.See file dsdata.txt to determine how the superseded data were derived.
 QE1142
 QE1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ200753(NAD 83)
 QE1142_MARKER: DB = BENCH MARK DISK
 QE1142_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QE1142_SP_SET: SIDEWALK
 QE1142_STAMPING: D 192
 QE1142_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE1142
 QE1142  HISTORY     - Date     Condition        Report By
 QE1142  HISTORY     - UNK      MONUMENTED       CGS
 QE1142  HISTORY     - 1965     GOOD             NGS
 QE1142  HISTORY     - 1987     MARK NOT FOUND   NGS
 QE1142  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 QE1142
 QE1142                          STATION DESCRIPTION
 QE1142
 QE1142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 QE1142'IN TAFT.
 QE1142'AT TAFT, CEMENTED IN A DRILL HOLE IN THE SIDEWALK, 140 FEET NORTHWEST
 QE1142'OF THE TAFT POST OFFICE, 75 FEET WEST OF THE CENTER OF U.S. HIGHWAY
 QE1142'101, 20 FEET NORTH OF THE CENTER OF PACIFIC AVENUE, 6 1/2 FEET SOUTH
 QE1142'OF THE SOUTH WALL OF THE SHOP, A CURIO SHOP, AND 2 FEET NORTH OF THE
 QE1142'CURB OF PACIFIC AVENUE.
 QE1142
 QE1142                          STATION RECOVERY (1987)
 QE1142
 QE1142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE1142'THERE IS A NEW SIDEWALK AT THIS LOCATION.
 QE1142
 QE1142                          STATION RECOVERY (1989)
 QE1142
 QE1142'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 QE1142'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0504 ***********************************************************************
 RD0504  DESIGNATION -  D 193
 RD0504  PID         -  RD0504
 RD0504  STATE/COUNTY-  OR/MULTNOMAH
 RD0504  USGS QUAD   -  LINNTON (1990)
 RD0504
 RD0504                         *CURRENT SURVEY CONTROL
 RD0504  ___________________________________________________________________
 RD0504* NAD 83(1986)-  45 34 43.     (N)    122 45 42.     (W)     SCALED    
 RD0504* NAVD 88     -        12.007  (meters)      39.39   (feet)  POSTED    
 RD0504  ___________________________________________________________________
 RD0504  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 RD0504  DYNAMIC HT  -          12.010 (meters)      39.40  (feet)  COMP
 RD0504  MODELED GRAV-     980,621.3   (mgal)                       NAVD 88
 RD0504
 RD0504  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 RD0504
 RD0504.The horizontal coordinates were scaled from a topographic map and have
 RD0504.an estimated accuracy of +/- 6 seconds.
 RD0504
 RD0504.The orthometric height was determined by differential leveling
 RD0504.and adjusted by the  in 1992.
 RD0504.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 RD0504.rate of 0.0 thru 1.0 mm/km.
 RD0504
 RD0504.The geoid height was determined by GEOID03.
 RD0504
 RD0504.The dynamic height is computed by dividing the NAVD 88
 RD0504.geopotential number by the normal gravity value computed on the
 RD0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0504.degrees latitude (g = 980.6199 gals.).
 RD0504
 RD0504.The modeled gravity was interpolated from observed gravity values.
 RD0504
 RD0504;                    North         East    Units  Estimated Accuracy
 RD0504;SPC OR N     -   214,930.    2,323,520.      MT  (+/- 180 meters Scaled)
 RD0504
 RD0504                          SUPERSEDED SURVEY CONTROL
 RD0504
 RD0504  NGVD 29 (??/??/92)   10.965  (m)           35.97   (f) ADJ UNCH    1 2
 RD0504
 RD0504.Superseded values are not recommended for survey control.
 RD0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0504.See file dsdata.txt to determine how the superseded data were derived.
 RD0504
 RD0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER185472(NAD 83)
 RD0504_MARKER: DB = BENCH MARK DISK
 RD0504_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD0504_SP_SET: STEP
 RD0504_STAMPING: D 193 1940
 RD0504_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0504_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RD0504+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2008
 RD0504
 RD0504  HISTORY     - Date     Condition        Report By
 RD0504  HISTORY     - 1940     MONUMENTED       CGS
 RD0504  HISTORY     - 1941     GOOD             NGS
 RD0504  HISTORY     - 1990     GOOD             USPSQD
 RD0504  HISTORY     - 19940628 GOOD             USPSQD
 RD0504  HISTORY     - 20040707 GOOD             USPSQD
 RD0504  HISTORY     - 20050629 GOOD             USPSQD
 RD0504  HISTORY     - 20080527 GOOD             USACE
 RD0504
 RD0504                          STATION DESCRIPTION
 RD0504
 RD0504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 RD0504'IN PORTLAND.
 RD0504'NORTHWEST PART OF PORTLAND ABOUT 150 FEET EAST OF SPOKANE, PORTLAND
 RD0504'AND SEATTLE RAILWAY, WEST MAIN ENTRANCE TO PORTLAND GAS AND COKE
 RD0504'COMPANY OFFICE BUILDING, TOP OF NORTH END OF LOWEST STEP.
 RD0504
 RD0504                          STATION RECOVERY (1990)
 RD0504
 RD0504'RECOVERY NOTE BY US POWER SQUADRON 1990 (FV)
 RD0504'RECOVERED IN GOOD CONDITION.
 RD0504
 RD0504                          STATION RECOVERY (1994)
 RD0504
 RD0504'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD0504'RECOVERED IN GOOD CONDITION.
 RD0504
 RD0504                          STATION RECOVERY (2004)
 RD0504
 RD0504'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 RD0504'OLD LAND MARK BLDG. NEEDS BRUSH TYPE TREE REMOVED TO BE SEEN BY
 RD0504'SATELLITE.
 RD0504
 RD0504                          STATION RECOVERY (2005)
 RD0504
 RD0504'RECOVERY NOTE BY US POWER SQUADRON 2005 (SO)
 RD0504'RECOVERED IN GOOD CONDITION.
 RD0504
 RD0504                          STATION RECOVERY (2008)
 RD0504
 RD0504'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2008 (JAK)
 RD0504'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0887 ***********************************************************************
 QD0887  DESIGNATION -  D 194
 QD0887  PID         -  QD0887
 QD0887  STATE/COUNTY-  OR/DESCHUTES
 QD0887  USGS QUAD   -  BEND AIRPORT (1962)
 QD0887
 QD0887                         *CURRENT SURVEY CONTROL
 QD0887  ___________________________________________________________________
 QD0887* NAD 83(1986)-  44 05 14.     (N)    121 14 37.     (W)     SCALED    
 QD0887* NAVD 88     -      1067.81   (meters)    3503.3    (feet)  RESET     
 QD0887  ___________________________________________________________________
 QD0887  GEOID HEIGHT-         -20.97  (meters)                     GEOID03
 QD0887  VERT ORDER  -  THIRD
 QD0887
 QD0887.The horizontal coordinates were scaled from a topographic map and have
 QD0887.an estimated accuracy of +/- 6 seconds.
 QD0887
 QD0887.The orthometric height was computed from unverified reset data.
 QD0887
 QD0887.The geoid height was determined by GEOID03.
 QD0887
 QD0887;                    North         East    Units  Estimated Accuracy
 QD0887;SPC OR S     -   269,160.    1,440,450.      MT  (+/- 180 meters Scaled)
 QD0887
 QD0887                          SUPERSEDED SURVEY CONTROL
 QD0887
 QD0887.No superseded survey control is available for this station.
 QD0887
 QD0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP406830(NAD 83)
 QD0887_MARKER: DD = SURVEY DISK
 QD0887_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QD0887_SP_SET: CULVERT
 QD0887_STAMPING: D 194 19421
 QD0887_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0887
 QD0887  HISTORY     - Date     Condition        Report By
 QD0887  HISTORY     - 1941     MONUMENTED       ORDT
 QD0887
 QD0887                          STATION DESCRIPTION
 QD0887
 QD0887'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1941
 QD0887'3.4 MI NE FROM BEND.
 QD0887'ABOUT 3.4 MILES NORTHEAST OF BEND ON BUTLER ROAD, SOUTHEAST CORNER OF
 QD0887'BOX CULVERT, TOP OF PARAPET.  DISK STAMPED D 194 1942.  25.44 FEET
 QD0887'HIGHER THAN E 463.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1299 ***********************************************************************
 RD1299  DESIGNATION -  D 195
 RD1299  PID         -  RD1299
 RD1299  STATE/COUNTY-  OR/CLATSOP
 RD1299  USGS QUAD   -  VINEMAPLE (1984)
 RD1299
 RD1299                         *CURRENT SURVEY CONTROL
 RD1299  ___________________________________________________________________
 RD1299* NAD 83(1986)-  45 53 02.     (N)    123 32 53.     (W)     SCALED    
 RD1299* NAVD 88     -       149.693  (meters)     491.12   (feet)  ADJUSTED  
 RD1299  ___________________________________________________________________
 RD1299  GEOID HEIGHT-         -21.23  (meters)                     GEOID03
 RD1299  DYNAMIC HT  -         149.706 (meters)     491.16  (feet)  COMP
 RD1299  MODELED GRAV-     980,700.5   (mgal)                       NAVD 88
 RD1299
 RD1299  VERT ORDER  -  SECOND    CLASS 0
 RD1299
 RD1299.The horizontal coordinates were scaled from a topographic map and have
 RD1299.an estimated accuracy of +/- 6 seconds.
 RD1299
 RD1299.The orthometric height was determined by differential leveling
 RD1299.and adjusted in June 1991.
 RD1299
 RD1299.The geoid height was determined by GEOID03.
 RD1299
 RD1299.The dynamic height is computed by dividing the NAVD 88
 RD1299.geopotential number by the normal gravity value computed on the
 RD1299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1299.degrees latitude (g = 980.6199 gals.).
 RD1299
 RD1299.The modeled gravity was interpolated from observed gravity values.
 RD1299
 RD1299;                    North         East    Units  Estimated Accuracy
 RD1299;SPC OR N     -   250,850.    2,263,460.      MT  (+/- 180 meters Scaled)
 RD1299
 RD1299                          SUPERSEDED SURVEY CONTROL
 RD1299
 RD1299  NGVD 29 (??/??/92)  148.621  (m)          487.60   (f) ADJ UNCH    2 0
 RD1299
 RD1299.Superseded values are not recommended for survey control.
 RD1299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1299.See file dsdata.txt to determine how the superseded data were derived.
 RD1299
 RD1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR574812(NAD 83)
 RD1299_MARKER: DD = SURVEY DISK
 RD1299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD1299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD1299_STAMPING: 195 D 1941
 RD1299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD1299+STABILITY: SURFACE MOTION
 RD1299
 RD1299  HISTORY     - Date     Condition        Report By
 RD1299  HISTORY     - 1941     MONUMENTED       ORDT
 RD1299  HISTORY     - 1941     GOOD             NGS
 RD1299
 RD1299                          STATION DESCRIPTION
 RD1299
 RD1299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 RD1299'5.0 MI NE FROM ELSIE.
 RD1299'ABOUT 5.0 MILES NORTHEAST, OF ELSIE, 2.85 MILES NORTH OF THE WOLF
 RD1299'CREEK JUNCTION, ALONG THE ELSIE-JEWELL ROAD, 300 FEET NORTH OF THE
 RD1299'VINEMAPLE CHURCH, 22 FEET EAST OF THE CENTER OF THE ROAD, 75 FEET
 RD1299'NORTH OF A GRAVELED ROAD LEADING EAST, IN A JOG IN THE FENCE LINE. AN
 RD1299'OSHD DISK SET IN A CONCRETE POST.  WITNESS POST SET BY MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0828 ***********************************************************************
 RD0828  DESIGNATION -  D 196
 RD0828  PID         -  RD0828
 RD0828  STATE/COUNTY-  OR/CLATSOP
 RD0828  USGS QUAD   -  SAGER CREEK (1979)
 RD0828
 RD0828                         *CURRENT SURVEY CONTROL
 RD0828  ___________________________________________________________________
 RD0828* NAD 83(1986)-  45 58 55.     (N)    123 22 55.     (W)     SCALED    
 RD0828* NAVD 88     -       157.728  (meters)     517.48   (feet)  ADJUSTED  
 RD0828  ___________________________________________________________________
 RD0828  GEOID HEIGHT-         -21.26  (meters)                     GEOID03
 RD0828  DYNAMIC HT  -         157.740 (meters)     517.52  (feet)  COMP
 RD0828  MODELED GRAV-     980,685.7   (mgal)                       NAVD 88
 RD0828
 RD0828  VERT ORDER  -  SECOND    CLASS 0
 RD0828
 RD0828.The horizontal coordinates were scaled from a topographic map and have
 RD0828.an estimated accuracy of +/- 6 seconds.
 RD0828
 RD0828.The orthometric height was determined by differential leveling
 RD0828.and adjusted in June 1991.
 RD0828
 RD0828.The geoid height was determined by GEOID03.
 RD0828
 RD0828.The dynamic height is computed by dividing the NAVD 88
 RD0828.geopotential number by the normal gravity value computed on the
 RD0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0828.degrees latitude (g = 980.6199 gals.).
 RD0828
 RD0828.The modeled gravity was interpolated from observed gravity values.
 RD0828
 RD0828;                    North         East    Units  Estimated Accuracy
 RD0828;SPC OR N     -   261,270.    2,276,730.      MT  (+/- 180 meters Scaled)
 RD0828
 RD0828                          SUPERSEDED SURVEY CONTROL
 RD0828
 RD0828  NGVD 29 (??/??/92)  156.643  (m)          513.92   (f) ADJ UNCH    2 0
 RD0828
 RD0828.Superseded values are not recommended for survey control.
 RD0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0828.See file dsdata.txt to determine how the superseded data were derived.
 RD0828
 RD0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR704921(NAD 83)
 RD0828_MARKER: DD = SURVEY DISK
 RD0828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0828_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0828_STAMPING: D 196 1941
 RD0828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0828+STABILITY: SURFACE MOTION
 RD0828
 RD0828  HISTORY     - Date     Condition        Report By
 RD0828  HISTORY     - 1941     MONUMENTED       ORDT
 RD0828  HISTORY     - 1941     GOOD             NGS
 RD0828  HISTORY     - 1954     MARK NOT FOUND   NGS
 RD0828  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 RD0828
 RD0828                          STATION DESCRIPTION
 RD0828
 RD0828'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 RD0828'8.7 MI NE FROM JEWELL.
 RD0828'ABOUT 8.7 MILES NORTHEAST OF JEWELL, ALONG THE NEHALEM HIGHWAY 400
 RD0828'FEET WEST OF WOODEN BRIDGE OVER KALE CREEK, 30 FEET NORTH OF CENTER OF
 RD0828'HIGHWAY.  AN OSHD DISK SET IN A CONCRETE POST.  WITNESS POST SET BY
 RD0828'MARK.
 RD0828
 RD0828                          STATION RECOVERY (1954)
 RD0828
 RD0828'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 RD0828'MARK NOT FOUND.
 RD0828
 RD0828                          STATION RECOVERY (1990)
 RD0828
 RD0828'RECOVERY NOTE BY US POWER SQUADRON 1990 (KRN)
 RD0828'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0256 ***********************************************************************
 QE0256  DESIGNATION -  D 197
 QE0256  PID         -  QE0256
 QE0256  STATE/COUNTY-  OR/LINN
 QE0256  USGS QUAD   -  UPPER SODA (1994)
 QE0256
 QE0256                         *CURRENT SURVEY CONTROL
 QE0256  ___________________________________________________________________
 QE0256* NAD 83(1986)-  44 24 04.     (N)    122 21 47.     (W)     SCALED    
 QE0256* NAVD 88     -       357.487  (meters)    1172.86   (feet)  POSTED    
 QE0256  ___________________________________________________________________
 QE0256  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 QE0256  DYNAMIC HT  -         357.410 (meters)    1172.60  (feet)  COMP
 QE0256  MODELED GRAV-     980,387.0   (mgal)                       NAVD 88
 QE0256
 QE0256  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 QE0256
 QE0256.The horizontal coordinates were scaled from a topographic map and have
 QE0256.an estimated accuracy of +/- 6 seconds.
 QE0256
 QE0256.The orthometric height was determined by differential leveling
 QE0256.and adjusted by the  in 1992.
 QE0256.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 QE0256.rate of 1.1 thru 2.0 mm/km.
 QE0256
 QE0256.The geoid height was determined by GEOID03.
 QE0256
 QE0256.The dynamic height is computed by dividing the NAVD 88
 QE0256.geopotential number by the normal gravity value computed on the
 QE0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0256.degrees latitude (g = 980.6199 gals.).
 QE0256
 QE0256.The modeled gravity was interpolated from observed gravity values.
 QE0256
 QE0256;                    North         East    Units  Estimated Accuracy
 QE0256;SPC OR N     -    83,330.    2,351,600.      MT  (+/- 180 meters Scaled)
 QE0256
 QE0256                          SUPERSEDED SURVEY CONTROL
 QE0256
 QE0256  NGVD 29 (??/??/92)  356.383  (m)         1169.23   (f) ADJ UNCH    1 2
 QE0256
 QE0256.Superseded values are not recommended for survey control.
 QE0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0256.See file dsdata.txt to determine how the superseded data were derived.
 QE0256
 QE0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ507166(NAD 83)
 QE0256_MARKER: DD = SURVEY DISK
 QE0256_SETTING: 66 = SET IN ROCK OUTCROP
 QE0256_SP_SET: ROCK CLIFF
 QE0256_STAMPING: D 197 1941
 QE0256_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QE0256+STABILITY: POSITION/ELEVATION WELL
 QE0256
 QE0256  HISTORY     - Date     Condition        Report By
 QE0256  HISTORY     - 1941     MONUMENTED       ORDT
 QE0256  HISTORY     - 1955     MARK NOT FOUND   NGS
 QE0256
 QE0256                          STATION DESCRIPTION
 QE0256
 QE0256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 QE0256'4.5 MI W FROM UPPER SODA.
 QE0256'4.5 MILES WEST ALONG THE SOUTH SANTIAM HIGHWAY (U.S. 20) FROM THE SODA
 QE0256'FORK BRIDGE AT UPPER SODA, LINN COUNTY, ABOUT 100 FEET WEST OF LONGBOW
 QE0256'BRIDGE, 22 FEET NORTH OF THE HIGHWAY, IN A ROCK CLIFF, AND ABOUT 3
 QE0256'FEET ABOVE THE HIGHWAY.  AN OREGON STATE HIGHWAY DEPARTMENT STANDARD
 QE0256'DISK, STAMPED D 197 1941.  NOTE-- IT IS BELIEVED THE CLIFF HAS
 QE0256'SLIPPED, COVERING THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0536 ***********************************************************************
 OA0536  DESIGNATION -  D 198
 OA0536  PID         -  OA0536
 OA0536  STATE/COUNTY-  OR/COOS
 OA0536  USGS QUAD   -  NORTH BEND (1971)
 OA0536
 OA0536                         *CURRENT SURVEY CONTROL
 OA0536  ___________________________________________________________________
 OA0536* NAD 83(1986)-  43 26 03.     (N)    124 13 12.     (W)     SCALED    
 OA0536* NAVD 88     -        21.527  (meters)      70.63   (feet)  ADJUSTED  
 OA0536  ___________________________________________________________________
 OA0536  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 OA0536  DYNAMIC HT  -          21.525 (meters)      70.62  (feet)  COMP
 OA0536  MODELED GRAV-     980,487.5   (mgal)                       NAVD 88
 OA0536
 OA0536  VERT ORDER  -  FIRST     CLASS II
 OA0536
 OA0536.The horizontal coordinates were scaled from a topographic map and have
 OA0536.an estimated accuracy of +/- 6 seconds.
 OA0536
 OA0536.The orthometric height was determined by differential leveling
 OA0536.and adjusted in June 1991.
 OA0536
 OA0536.The geoid height was determined by GEOID03.
 OA0536
 OA0536.The dynamic height is computed by dividing the NAVD 88
 OA0536.geopotential number by the normal gravity value computed on the
 OA0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0536.degrees latitude (g = 980.6199 gals.).
 OA0536
 OA0536.The modeled gravity was interpolated from observed gravity values.
 OA0536
 OA0536;                    North         East    Units  Estimated Accuracy
 OA0536;SPC OR S     -   203,030.    1,198,940.      MT  (+/- 180 meters Scaled)
 OA0536
 OA0536                          SUPERSEDED SURVEY CONTROL
 OA0536
 OA0536  NGVD 29 (??/??/92)   20.424  (m)           67.01   (f) ADJ UNCH    1 2
 OA0536
 OA0536.Superseded values are not recommended for survey control.
 OA0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0536.See file dsdata.txt to determine how the superseded data were derived.
 OA0536
 OA0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP012097(NAD 83)
 OA0536_MARKER: DD = SURVEY DISK
 OA0536_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OA0536_SP_SET: SIDEWALK
 OA0536_STAMPING: D 198 1936
 OA0536_MAGNETIC: N = NO MAGNETIC MATERIAL
 OA0536_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OA0536_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OA0536+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2006
 OA0536
 OA0536  HISTORY     - Date     Condition        Report By
 OA0536  HISTORY     - 1936     MONUMENTED       ORDT
 OA0536  HISTORY     - 1962     GOOD             NGS
 OA0536  HISTORY     - 1968     GOOD             NGS
 OA0536  HISTORY     - 1984     GOOD             USPSQD
 OA0536  HISTORY     - 1988     GOOD             USPSQD
 OA0536  HISTORY     - 1988     GOOD             USPSQD
 OA0536  HISTORY     - 1989     GOOD             LOCENG
 OA0536  HISTORY     - 19940624 GOOD             USPSQD
 OA0536  HISTORY     - 19940629 GOOD             USPSQD
 OA0536  HISTORY     - 20000830 GOOD             EVANS
 OA0536  HISTORY     - 20061006 GOOD             USPSQD
 OA0536
 OA0536                          STATION DESCRIPTION
 OA0536
 OA0536'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 OA0536'2.0 MI N FROM NORTH BEND.
 OA0536'2.0 MILES NORTH ALONG THE OREGON COAST HIGHWAY (U.S. 101) FROM THE
 OA0536'POST OFFICE AT NORTH BEND, COOS COUNTY, AT THE NORTHEAST CORNER OF A
 OA0536'STEEL-AND-CONCRETE BRIDGE OVER COOS BAY, AND IN THE TOP OF THE
 OA0536'SIDEWALK.  AN OREGON STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED D
 OA0536'198 1936.
 OA0536
 OA0536                          STATION RECOVERY (1968)
 OA0536
 OA0536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 OA0536'RECOVERED IN GOOD CONDITION.
 OA0536
 OA0536                          STATION RECOVERY (1984)
 OA0536
 OA0536'RECOVERY NOTE BY US POWER SQUADRON 1984
 OA0536'RECOVERED IN GOOD CONDITION.
 OA0536
 OA0536                          STATION RECOVERY (1988)
 OA0536
 OA0536'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 OA0536'RECOVERED IN GOOD CONDITION.
 OA0536
 OA0536                          STATION RECOVERY (1988)
 OA0536
 OA0536'RECOVERY NOTE BY US POWER SQUADRON 1988 (MW)
 OA0536'RECOVERED IN GOOD CONDITION.
 OA0536
 OA0536                          STATION RECOVERY (1989)
 OA0536
 OA0536'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1989 (LGH)
 OA0536'THE DESIGNATED MARK WAS RECOVERED WITH CHANGES NOTED BELOW--
 OA0536'THE BENCHMARK WAS FOUND TO HAVE SETTLED .04 FEET.
 OA0536'
 OA0536'THE STATION IS LOCATED ABOUT 3.3 KM (2 MI) NORTH OF NORTH BEND ON
 OA0536'OREGON COAST HIGHWAY
 OA0536'
 OA0536'BENCHMARK IS IN NE CORNER OF BRIDGE, IN WALK
 OA0536'
 OA0536'DISK IS STAMPED--D 198 1936--.
 OA0536
 OA0536                          STATION RECOVERY (1994)
 OA0536
 OA0536'RECOVERY NOTE BY US POWER SQUADRON 1994
 OA0536'RECOVERED IN GOOD CONDITION.
 OA0536
 OA0536                          STATION RECOVERY (1994)
 OA0536
 OA0536'RECOVERY NOTE BY US POWER SQUADRON 1994
 OA0536'RECOVERED IN GOOD CONDITION.
 OA0536
 OA0536                          STATION RECOVERY (2000)
 OA0536
 OA0536'RECOVERY NOTE BY DAVID EVANS + ASSOC 2000
 OA0536'RECOVERED IN GOOD CONDITION.
 OA0536
 OA0536                          STATION RECOVERY (2006)
 OA0536
 OA0536'RECOVERY NOTE BY US POWER SQUADRON 2006 (SO)
 OA0536'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0144 ***********************************************************************
 PA0144  DESIGNATION -  D 20
 PA0144  PID         -  PA0144
 PA0144  STATE/COUNTY-  OR/MALHEUR
 PA0144  USGS QUAD   -  WINNEMUCCA CREEK (1979)
 PA0144
 PA0144                         *CURRENT SURVEY CONTROL
 PA0144  ___________________________________________________________________
 PA0144* NAD 83(1986)-  43 32 12.     (N)    118 09 42.     (W)     SCALED    
 PA0144* NAVD 88     -      1016.266  (meters)    3334.20   (feet)  ADJUSTED  
 PA0144  ___________________________________________________________________
 PA0144  GEOID HEIGHT-         -18.30  (meters)                     GEOID03
 PA0144  DYNAMIC HT  -        1015.829 (meters)    3332.77  (feet)  COMP
 PA0144  MODELED GRAV-     980,155.2   (mgal)                       NAVD 88
 PA0144
 PA0144  VERT ORDER  -  FIRST     CLASS II
 PA0144
 PA0144.The horizontal coordinates were scaled from a topographic map and have
 PA0144.an estimated accuracy of +/- 6 seconds.
 PA0144
 PA0144.The orthometric height was determined by differential leveling
 PA0144.and adjusted in June 1991.
 PA0144
 PA0144.The geoid height was determined by GEOID03.
 PA0144
 PA0144.The dynamic height is computed by dividing the NAVD 88
 PA0144.geopotential number by the normal gravity value computed on the
 PA0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0144.degrees latitude (g = 980.6199 gals.).
 PA0144
 PA0144.The modeled gravity was interpolated from observed gravity values.
 PA0144
 PA0144;                    North         East    Units  Estimated Accuracy
 PA0144;SPC OR S     -   210,360.    1,688,960.      MT  (+/- 180 meters Scaled)
 PA0144
 PA0144                          SUPERSEDED SURVEY CONTROL
 PA0144
 PA0144  NGVD 29 (??/??/92) 1015.163  (m)         3330.58   (f) ADJ UNCH    1 2
 PA0144
 PA0144.Superseded values are not recommended for survey control.
 PA0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0144.See file dsdata.txt to determine how the superseded data were derived.
 PA0144
 PA0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ061210(NAD 83)
 PA0144_MARKER: DB = BENCH MARK DISK
 PA0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PA0144_STAMPING: D 20 1920
 PA0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0144+STABILITY: SURFACE MOTION
 PA0144
 PA0144  HISTORY     - Date     Condition        Report By
 PA0144  HISTORY     - 1920     MONUMENTED       CGS
 PA0144
 PA0144                          STATION DESCRIPTION
 PA0144
 PA0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1920
 PA0144'0.5 MI S FROM RIVERSIDE.
 PA0144'0.5 MILE SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 PA0144'RIVERSIDE, MALHEUR COUNTY, AT A ROAD CROSSING, ON THE EAST SIDE OF THE
 PA0144'TRACK, AND AT A FENCE CORNER.  A STANDARD DISK, STAMPED D 20 1920 AND
 PA0144'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0693 ***********************************************************************
 QE0693  DESIGNATION -  D 214
 QE0693  PID         -  QE0693
 QE0693  STATE/COUNTY-  OR/POLK
 QE0693  USGS QUAD   -  RICKREALL (1976)
 QE0693
 QE0693                         *CURRENT SURVEY CONTROL
 QE0693  ___________________________________________________________________
 QE0693* NAD 83(1998)-  44 54 38.16643(N)    123 14 10.25420(W)     ADJUSTED  
 QE0693* NAVD 88     -        69.936  (meters)     229.45   (feet)  ADJUSTED  
 QE0693  ___________________________________________________________________
 QE0693  X           -  -2,479,919.087 (meters)                     COMP
 QE0693  Y           -  -3,784,495.443 (meters)                     COMP
 QE0693  Z           -   4,480,351.477 (meters)                     COMP
 QE0693  LAPLACE CORR-          -8.59  (seconds)                    DEFLEC99
 QE0693  ELLIP HEIGHT-          47.569 (meters)          (12/19/05) ADJUSTED
 QE0693  GEOID HEIGHT-         -22.35  (meters)                     GEOID03
 QE0693  DYNAMIC HT  -          69.934 (meters)     229.44  (feet)  COMP
 QE0693  MODELED GRAV-     980,590.0   (mgal)                       NAVD 88
 QE0693
 QE0693  HORZ ORDER  -  THIRD
 QE0693  VERT ORDER  -  SECOND    CLASS 0
 QE0693  ELLP ORDER  -  FOURTH    CLASS I
 QE0693
 QE0693.The horizontal coordinates were established by GPS observations
 QE0693.and adjusted by the W + H PACIFIC, INCORPORATED in December 2005.
 QE0693
 QE0693.The orthometric height was determined by differential leveling
 QE0693.and adjusted in June 1991.
 QE0693
 QE0693.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QE0693
 QE0693.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE0693
 QE0693.The ellipsoidal height was determined by GPS observations
 QE0693.and is referenced to NAD 83.
 QE0693
 QE0693.The geoid height was determined by GEOID03.
 QE0693
 QE0693.The dynamic height is computed by dividing the NAVD 88
 QE0693.geopotential number by the normal gravity value computed on the
 QE0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0693.degrees latitude (g = 980.6199 gals.).
 QE0693
 QE0693.The modeled gravity was interpolated from observed gravity values.
 QE0693
 QE0693;                    North         East     Units Scale Factor Converg.
 QE0693;SPC OR N     -   141,885.943 2,283,987.406   MT  0.99990468   -1 56 25.7
 QE0693;SPC OR N     -   465,505.06  7,493,397.00   iFT  0.99990468   -1 56 25.7
 QE0693;UTM  10      - 4,973,046.599   481,356.343   MT  0.99960427   -0 10 00.3
 QE0693
 QE0693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE0693!SPC OR N     -   0.99999254  x   0.99990468  =   0.99989722
 QE0693!UTM  10      -   0.99999254  x   0.99960427  =   0.99959681
 QE0693
 QE0693                          SUPERSEDED SURVEY CONTROL
 QE0693
 QE0693  NAVD 88 (12/19/05)   69.94   (m)          229.5    (f) LEVELING    3  
 QE0693  NGVD 29 (??/??/92)   68.917  (m)          226.11   (f) ADJ UNCH    2 0
 QE0693
 QE0693.Superseded values are not recommended for survey control.
 QE0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0693.See file dsdata.txt to determine how the superseded data were derived.
 QE0693
 QE0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ8135673047(NAD 83)
 QE0693_MARKER: DD = SURVEY DISK
 QE0693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0693_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0693_STAMPING: D 214 1941
 QE0693_MARK LOGO: CGS   
 QE0693_PROJECTION: PROJECTING 5 CENTIMETERS
 QE0693_MAGNETIC: N = NO MAGNETIC MATERIAL
 QE0693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0693+STABILITY: SURFACE MOTION
 QE0693_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QE0693+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2003
 QE0693
 QE0693  HISTORY     - Date     Condition        Report By
 QE0693  HISTORY     - 1941     MONUMENTED       ORGS
 QE0693  HISTORY     - 1968     GOOD             NGS
 QE0693  HISTORY     - 19961005 GOOD             USPSQD
 QE0693  HISTORY     - 20030122 GOOD             WHPACI
 QE0693
 QE0693                          STATION DESCRIPTION
 QE0693
 QE0693'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 QE0693'1.6 MI S FROM RICKREALL.
 QE0693'1.3 MILES SOUTH ALONG U.S. HIGHWAY 99W FROM THE INTERSECTION OF STATE
 QE0693'HIGHWAY 22 AND 99W IN RICKREALL, TO A SIDE ROAD RIGHT, TURN RIGHT AND
 QE0693'GO WEST ON THE MACADAM ROAD FOR 0.3 MILE TO A SIDE ROAD LEFT AND THE
 QE0693'BENCH MARK 300 FEET WEST OF THIS ROAD INTERSECTION, 34 FEET EAST OF
 QE0693'POWER POLE NO. 019800, 31 FEET NORTH OF THE CENTER OF THE MACADAM ROAD
 QE0693'WEST TO DALLAS, 2 FEET SOUTH OF THE RIGHT-OF-WAY FENCE LINE AND 1 FOOT
 QE0693'WEST OF A METAL WITNESS POST SET IN A 12-INCH SQUARE CONCRETE MONUMENT
 QE0693'THAT PROJECTS 2 INCHES.
 QE0693
 QE0693                          STATION RECOVERY (1996)
 QE0693
 QE0693'RECOVERY NOTE BY US POWER SQUADRON 1996
 QE0693'RECOVERED IN GOOD CONDITION.
 QE0693
 QE0693                          STATION RECOVERY (2003)
 QE0693
 QE0693'RECOVERY NOTE BY W + H PACIFIC, INCORPORATED 2003 (SJG)
 QE0693'RECOVERYED NOTED BY WH PACIFIC, JANUARY 2003 RECOVERED IN GOOD
 QE0693'CONDITION
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0434 ***********************************************************************
 QE0434  DESIGNATION -  D 222
 QE0434  PID         -  QE0434
 QE0434  STATE/COUNTY-  OR/LINN
 QE0434  USGS QUAD   -  LEBANON (1986)
 QE0434
 QE0434                         *CURRENT SURVEY CONTROL
 QE0434  ___________________________________________________________________
 QE0434* NAD 83(1986)-  44 33 38.     (N)    122 54 49.     (W)     SCALED    
 QE0434* NAVD 88     -       100.565  (meters)     329.94   (feet)  ADJUSTED  
 QE0434  ___________________________________________________________________
 QE0434  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 QE0434  DYNAMIC HT  -         100.555 (meters)     329.90  (feet)  COMP
 QE0434  MODELED GRAV-     980,517.3   (mgal)                       NAVD 88
 QE0434
 QE0434  VERT ORDER  -  FIRST     CLASS II
 QE0434
 QE0434.The horizontal coordinates were scaled from a topographic map and have
 QE0434.an estimated accuracy of +/- 6 seconds.
 QE0434
 QE0434.The orthometric height was determined by differential leveling
 QE0434.and adjusted in June 1991.
 QE0434
 QE0434.The geoid height was determined by GEOID03.
 QE0434
 QE0434.The dynamic height is computed by dividing the NAVD 88
 QE0434.geopotential number by the normal gravity value computed on the
 QE0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0434.degrees latitude (g = 980.6199 gals.).
 QE0434
 QE0434.The modeled gravity was interpolated from observed gravity values.
 QE0434
 QE0434;                    North         East    Units  Estimated Accuracy
 QE0434;SPC OR N     -   102,200.    2,308,280.      MT  (+/- 180 meters Scaled)
 QE0434
 QE0434                          SUPERSEDED SURVEY CONTROL
 QE0434
 QE0434  NGVD 29 (??/??/92)   99.545  (m)          326.59   (f) ADJ UNCH    1 2
 QE0434
 QE0434.Superseded values are not recommended for survey control.
 QE0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0434.See file dsdata.txt to determine how the superseded data were derived.
 QE0434
 QE0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ068341(NAD 83)
 QE0434_MARKER: DD = SURVEY DISK
 QE0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0434_STAMPING: 326 D 222 1929 1936
 QE0434_MARK LOGO: ORDT  
 QE0434_MAGNETIC: N = NO MAGNETIC MATERIAL
 QE0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0434+STABILITY: SURFACE MOTION
 QE0434
 QE0434  HISTORY     - Date     Condition        Report By
 QE0434  HISTORY     - 1936     MONUMENTED       ORDT
 QE0434  HISTORY     - 1963     GOOD             NGS
 QE0434  HISTORY     - 19941109 GOOD             ORDT
 QE0434  HISTORY     - 20060529 MARK NOT FOUND   USPSQD
 QE0434
 QE0434                          STATION DESCRIPTION
 QE0434
 QE0434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 QE0434'1.7 MI NW FROM LEBANON.
 QE0434'1.7 MILES NORTHWEST ALONG U.S. HIGHWAY 20 FROM THE JUNCTION OF U.S.
 QE0434'HIGHWAY 20 AND GRANT STREET, WHICH IS 0.2 MILE EAST OF THE LEBANON
 QE0434'POST OFFICE, 0.3 MILE NORTH OF MILE POST NO. 12, 350 FEET NORTHWEST
 QE0434'AND ACROSS THE HIGHWAY FROM THE GORE SCHOOL, 36 FEET WEST OF THE
 QE0434'CENTER OF U.S. HIGHWAY 20, 23 FEET SOUTH OF THE CENTER OF A MACADAM
 QE0434'ROAD, 4 FEET SOUTH OF A STOP SIGN AND 0.5 FOOT EAST OF A METAL WITNESS
 QE0434'POST.  THE MONUMENT IS FLUSH WITH THE GROUND.
 QE0434
 QE0434                          STATION RECOVERY (1994)
 QE0434
 QE0434'RECOVERY NOTE BY OREGON DEPARTMENT OF TRANSPORTATION 1994 (DBS)
 QE0434'THE MARK WAS RECOVERED IN GOOD CONDITION.  A WITINESS POST WAS SET 1
 QE0434'FOOT (0.3 M) SOUTHWEST OF DISK. TO REACH THE MARK FROM THE JUNCTION OF
 QE0434'OR-34 AND US-20 IN LEBANON GO NORTH ON US-20 FOR 1.079 MILES (1.736
 QE0434'KM) TO THE MARK ON LEFT.
 QE0434
 QE0434                          STATION RECOVERY (2006)
 QE0434
 QE0434'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 QE0434'WITNESS POST PRESENT,  NO MARKER FOUND.  EXCAVATED TO 6 INCHES IN
 QE0434'AREA, POSSIBLY COVERED, DEEPER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1101 ***********************************************************************
 RD1101  DESIGNATION -  D 223
 RD1101  PID         -  RD1101
 RD1101  STATE/COUNTY-  OR/TILLAMOOK
 RD1101  USGS QUAD   -  TILLAMOOK (1985)
 RD1101
 RD1101                         *CURRENT SURVEY CONTROL
 RD1101  ___________________________________________________________________
 RD1101* NAD 83(1986)-  45 27 27.     (N)    123 47 32.     (W)     SCALED    
 RD1101* NAVD 88     -        22.561  (meters)      74.02   (feet)  ADJUSTED  
 RD1101  ___________________________________________________________________
 RD1101  GEOID HEIGHT-         -21.89  (meters)                     GEOID03
 RD1101  DYNAMIC HT  -          22.563 (meters)      74.03  (feet)  COMP
 RD1101  MODELED GRAV-     980,692.7   (mgal)                       NAVD 88
 RD1101
 RD1101  VERT ORDER  -  SECOND    CLASS 0
 RD1101
 RD1101.The horizontal coordinates were scaled from a topographic map and have
 RD1101.an estimated accuracy of +/- 6 seconds.
 RD1101
 RD1101.The orthometric height was determined by differential leveling
 RD1101.and adjusted in June 1991.
 RD1101
 RD1101.The geoid height was determined by GEOID03.
 RD1101
 RD1101.The dynamic height is computed by dividing the NAVD 88
 RD1101.geopotential number by the normal gravity value computed on the
 RD1101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1101.degrees latitude (g = 980.6199 gals.).
 RD1101
 RD1101.The modeled gravity was interpolated from observed gravity values.
 RD1101
 RD1101;                    North         East    Units  Estimated Accuracy
 RD1101;SPC OR N     -   204,250.    2,242,590.      MT  (+/- 180 meters Scaled)
 RD1101
 RD1101                          SUPERSEDED SURVEY CONTROL
 RD1101
 RD1101  NGVD 29 (??/??/92)   21.52   (m)           70.6    (f) COMPUTED    2 0
 RD1101
 RD1101.Superseded values are not recommended for survey control.
 RD1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1101.See file dsdata.txt to determine how the superseded data were derived.
 RD1101
 RD1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR380340(NAD 83)
 RD1101_MARKER: DD = SURVEY DISK
 RD1101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD1101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD1101_STAMPING: D 223 1937
 RD1101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD1101+STABILITY: SURFACE MOTION
 RD1101
 RD1101  HISTORY     - Date     Condition        Report By
 RD1101  HISTORY     - 1937     MONUMENTED       ORDT
 RD1101  HISTORY     - 1962     GOOD             NGS
 RD1101  HISTORY     - 19921025 MARK NOT FOUND   USPSQD
 RD1101
 RD1101                          STATION DESCRIPTION
 RD1101
 RD1101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RD1101'2.5 MI E FROM TILLAMOOK.
 RD1101'REACHED FROM THE POST OFFICE AT TILLAMOOK GO EAST ON THIRD STREET,
 RD1101'(THIS WAS THE OLD STATE HIGHWAY 6) FOR 2.5 MILES TO A CROSS ROAD, 45
 RD1101'FEET NORTH OF THE CENTER LINE OF THIRD STREET, 23 FEET EAST OF OLSEN
 RD1101'ROAD, 95 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE FAIRVIEW GRANGE
 RD1101'NO. 273, 0.5 FOOT SOUTH OF A METAL WITNESS POST.
 RD1101
 RD1101                          STATION RECOVERY (1992)
 RD1101
 RD1101'RECOVERY NOTE BY US POWER SQUADRON 1992 (KRN)
 RD1101'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0339 ***********************************************************************
 RD0339  DESIGNATION -  D 224
 RD0339  PID         -  RD0339
 RD0339  STATE/COUNTY-  OR/MULTNOMAH
 RD0339  USGS QUAD   -  GLADSTONE (1984)
 RD0339
 RD0339                         *CURRENT SURVEY CONTROL
 RD0339  ___________________________________________________________________
 RD0339* NAD 83(1986)-  45 29 53.     (N)    122 35 29.     (W)     SCALED    
 RD0339* NAVD 88     -        72.153  (meters)     236.72   (feet)  ADJUSTED  
 RD0339  ___________________________________________________________________
 RD0339  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 RD0339  DYNAMIC HT  -          72.153 (meters)     236.72  (feet)  COMP
 RD0339  MODELED GRAV-     980,620.3   (mgal)                       NAVD 88
 RD0339
 RD0339  VERT ORDER  -  SECOND    CLASS 0
 RD0339
 RD0339.The horizontal coordinates were scaled from a topographic map and have
 RD0339.an estimated accuracy of +/- 6 seconds.
 RD0339
 RD0339.The orthometric height was determined by differential leveling
 RD0339.and adjusted in June 1991.
 RD0339
 RD0339.The geoid height was determined by GEOID03.
 RD0339
 RD0339.The dynamic height is computed by dividing the NAVD 88
 RD0339.geopotential number by the normal gravity value computed on the
 RD0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0339.degrees latitude (g = 980.6199 gals.).
 RD0339
 RD0339.The modeled gravity was interpolated from observed gravity values.
 RD0339
 RD0339;                    North         East    Units  Estimated Accuracy
 RD0339;SPC OR N     -   205,620.    2,336,570.      MT  (+/- 180 meters Scaled)
 RD0339
 RD0339                          SUPERSEDED SURVEY CONTROL
 RD0339
 RD0339  NGVD 29 (??/??/92)   71.089  (m)          233.23   (f) ADJ UNCH    2 0
 RD0339
 RD0339.Superseded values are not recommended for survey control.
 RD0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0339.See file dsdata.txt to determine how the superseded data were derived.
 RD0339
 RD0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER319383(NAD 83)
 RD0339_MARKER: DB = BENCH MARK DISK
 RD0339_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD0339_SP_SET: CONCRETE BASE
 RD0339_STAMPING: D 224 1934 233
 RD0339_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0339_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD0339+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2004
 RD0339
 RD0339  HISTORY     - Date     Condition        Report By
 RD0339  HISTORY     - 1934     MONUMENTED       ORGS
 RD0339  HISTORY     - 1952     POOR             NGS
 RD0339  HISTORY     - 1984     GOOD             USPSQD
 RD0339  HISTORY     - 1988     GOOD             USPSQD
 RD0339  HISTORY     - 1989     GOOD             USPSQD
 RD0339  HISTORY     - 1989     POOR             USPSQD
 RD0339  HISTORY     - 1990     GOOD             USPSQD
 RD0339  HISTORY     - 19940219 GOOD             USPSQD
 RD0339  HISTORY     - 20040621 GOOD             USPSQD
 RD0339  HISTORY     - 20060517 POOR             USPSQD
 RD0339
 RD0339                          STATION DESCRIPTION
 RD0339
 RD0339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 RD0339'IN PORTLAND.
 RD0339'IN THE SOUTHEAST PART OF PORTLAND, MULTNOMAH COUNTY, ABOUT 200 FEET
 RD0339'NORTH OF SOUTHEAST POWELL BOULEVARD, AT THE SOUTH SIDE OF THE JOSEPH
 RD0339'KELLOGG SCHOOL, AND IN THE CONCRETE BASE OF THE FLAGPOLE.  A STATE
 RD0339'SURVEY STANDARD DISK, STAMPED 233 D 224 1934.
 RD0339
 RD0339                          STATION RECOVERY (1984)
 RD0339
 RD0339'RECOVERY NOTE BY US POWER SQUADRON 1984
 RD0339'CENTER PORTION OF DISK IS SOME WHAT WORN BUT STILL READABLE.
 RD0339
 RD0339                          STATION RECOVERY (1988)
 RD0339
 RD0339'RECOVERY NOTE BY US POWER SQUADRON 1988 (KRN)
 RD0339'RECOVERED IN GOOD CONDITION.
 RD0339
 RD0339                          STATION RECOVERY (1989)
 RD0339
 RD0339'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RD0339'RECOVERED IN GOOD CONDITION.
 RD0339
 RD0339                          STATION RECOVERY (1989)
 RD0339
 RD0339'RECOVERY NOTE BY US POWER SQUADRON 1989 (FV)
 RD0339'MARK RECOVERED IN POOR CONDITION.
 RD0339
 RD0339                          STATION RECOVERY (1990)
 RD0339
 RD0339'RECOVERY NOTE BY US POWER SQUADRON 1990 (KRN)
 RD0339'RECOVERED IN GOOD CONDITION.
 RD0339
 RD0339                          STATION RECOVERY (1994)
 RD0339
 RD0339'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD0339'RECOVERED IN GOOD CONDITION.
 RD0339
 RD0339                          STATION RECOVERY (2004)
 RD0339
 RD0339'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 RD0339'RECOVERED IN GOOD CONDITION.
 RD0339
 RD0339                          STATION RECOVERY (2006)
 RD0339
 RD0339'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 RD0339'WORN,  BARELY READABLE
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0914 ***********************************************************************
 QE0914  DESIGNATION -  D 230
 QE0914  PID         -  QE0914
 QE0914  STATE/COUNTY-  OR/LINN
 QE0914  USGS QUAD   -  HALSEY (1969)
 QE0914
 QE0914                         *CURRENT SURVEY CONTROL
 QE0914  ___________________________________________________________________
 QE0914* NAD 83(1986)-  44 23 19.     (N)    123 03 11.     (W)     SCALED    
 QE0914* NAVD 88     -        87.486  (meters)     287.03   (feet)  ADJUSTED  
 QE0914  ___________________________________________________________________
 QE0914  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 QE0914  DYNAMIC HT  -          87.477 (meters)     287.00  (feet)  COMP
 QE0914  MODELED GRAV-     980,518.4   (mgal)                       NAVD 88
 QE0914
 QE0914  VERT ORDER  -  SECOND    CLASS 0
 QE0914
 QE0914.The horizontal coordinates were scaled from a topographic map and have
 QE0914.an estimated accuracy of +/- 6 seconds.
 QE0914
 QE0914.The orthometric height was determined by differential leveling
 QE0914.and adjusted in June 1991.
 QE0914
 QE0914.The geoid height was determined by GEOID03.
 QE0914
 QE0914.The dynamic height is computed by dividing the NAVD 88
 QE0914.geopotential number by the normal gravity value computed on the
 QE0914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0914.degrees latitude (g = 980.6199 gals.).
 QE0914
 QE0914.The modeled gravity was interpolated from observed gravity values.
 QE0914
 QE0914;                    North         East    Units  Estimated Accuracy
 QE0914;SPC OR N     -    83,440.    2,296,610.      MT  (+/- 180 meters Scaled)
 QE0914
 QE0914                          SUPERSEDED SURVEY CONTROL
 QE0914
 QE0914  NGVD 29 (??/??/92)   86.449  (m)          283.62   (f) ADJ UNCH    2 0
 QE0914
 QE0914.Superseded values are not recommended for survey control.
 QE0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0914.See file dsdata.txt to determine how the superseded data were derived.
 QE0914
 QE0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ957150(NAD 83)
 QE0914_MARKER: DD = SURVEY DISK
 QE0914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0914_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0914_STAMPING: D 230 283.216 B22 1909 1934 ORE ORE
 QE0914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0914+STABILITY: SURFACE MOTION
 QE0914
 QE0914  HISTORY     - Date     Condition        Report By
 QE0914  HISTORY     - 1934     MONUMENTED       USGS
 QE0914  HISTORY     - 1943     GOOD             NGS
 QE0914  HISTORY     - 20060528 MARK NOT FOUND   USPSQD
 QE0914
 QE0914                          STATION DESCRIPTION
 QE0914
 QE0914'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QE0914'2.8 MI E FROM HALSEY.
 QE0914'THIS MARK IS ABOUT 2.8 MILES EAST ALONG STATE HIGHWAY 228 FROM THE
 QE0914'HIGH SCHOOL AT HALSEY, 610 FEET EAST OF COURTNEY CREEK, SET ON A SMALL
 QE0914'BANK, 2.0 FEET NORTH OF A EAST-WEST FENCE, 38.0 FEET SOUTH OF THE
 QE0914'CENTER LINE OF THE HIGHWAY, PROJECTING ABOUT 12-INCHES ABOVE THE
 QE0914'GROUND, 2.0 FEET NORTHWEST OF A WHITE REFERENCE POST.
 QE0914
 QE0914                          STATION RECOVERY (2006)
 QE0914
 QE0914'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 QE0914'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0529 ***********************************************************************
 RD0529  DESIGNATION -  D 231
 RD0529  PID         -  RD0529
 RD0529  STATE/COUNTY-  OR/MULTNOMAH
 RD0529  USGS QUAD   -  SAUVIE ISLAND (1990)
 RD0529
 RD0529                         *CURRENT SURVEY CONTROL
 RD0529  ___________________________________________________________________
 RD0529* NAD 83(1986)-  45 38 02.     (N)    122 49 38.     (W)     SCALED    
 RD0529* NAVD 88     -        16.822  (meters)      55.19   (feet)  POSTED    
 RD0529  ___________________________________________________________________
 RD0529  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 RD0529  DYNAMIC HT  -          16.820 (meters)      55.18  (feet)  COMP
 RD0529  MODELED GRAV-     980,626.0   (mgal)                       NAVD 88
 RD0529
 RD0529  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 RD0529
 RD0529.The horizontal coordinates were scaled from a topographic map and have
 RD0529.an estimated accuracy of +/- 6 seconds.
 RD0529
 RD0529.The orthometric height was determined by differential leveling
 RD0529.and adjusted by the  in 1992.
 RD0529.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 RD0529.rate of 2.1 thru 3.0 mm/km.
 RD0529
 RD0529.The geoid height was determined by GEOID03.
 RD0529
 RD0529.The dynamic height is computed by dividing the NAVD 88
 RD0529.geopotential number by the normal gravity value computed on the
 RD0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0529.degrees latitude (g = 980.6199 gals.).
 RD0529
 RD0529.The modeled gravity was interpolated from observed gravity values.
 RD0529
 RD0529;                    North         East    Units  Estimated Accuracy
 RD0529;SPC OR N     -   221,220.    2,318,580.      MT  (+/- 180 meters Scaled)
 RD0529
 RD0529                          SUPERSEDED SURVEY CONTROL
 RD0529
 RD0529  NGVD 29 (??/??/92)   15.795  (m)           51.82   (f) ADJ UNCH    1 2
 RD0529
 RD0529.Superseded values are not recommended for survey control.
 RD0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0529.See file dsdata.txt to determine how the superseded data were derived.
 RD0529
 RD0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER134533(NAD 83)
 RD0529_MARKER: DD = SURVEY DISK
 RD0529_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD0529_SP_SET: CONCRETE BASE
 RD0529_STAMPING: 51.34 D 231 1937
 RD0529_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0529
 RD0529  HISTORY     - Date     Condition        Report By
 RD0529  HISTORY     - 1937     MONUMENTED       ORDT
 RD0529  HISTORY     - 1941     GOOD             NGS
 RD0529  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 RD0529  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 RD0529
 RD0529                          STATION DESCRIPTION
 RD0529
 RD0529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 RD0529'3.15 MI N FROM LINNTON.
 RD0529'ALONG U. S. HIGHWAY 30, AT AN UNDERPASS, 26 FEET WEST OF CENTER OF
 RD0529'HIGHWAY, NEAR THE CENTER OF THE EAST FACE OF THE MOST NORTHWARD
 RD0529'COLUMN, IN BASE OF CONCRETE SUPPORT.
 RD0529
 RD0529                          STATION RECOVERY (1989)
 RD0529
 RD0529'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RD0529'MARK NOT FOUND.
 RD0529
 RD0529                          STATION RECOVERY (1990)
 RD0529
 RD0529'RECOVERY NOTE BY US POWER SQUADRON 1990 (FV)
 RD0529'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0819 ***********************************************************************
 QD0819  DESIGNATION -  D 241
 QD0819  PID         -  QD0819
 QD0819  STATE/COUNTY-  OR/DESCHUTES
 QD0819  USGS QUAD   -  BEND (1981)
 QD0819
 QD0819                         *CURRENT SURVEY CONTROL
 QD0819  ___________________________________________________________________
 QD0819* NAD 83(1986)-  44 05 13.     (N)    121 18 22.     (W)     SCALED    
 QD0819* NAVD 88     -      1082.072  (meters)    3550.10   (feet)  ADJUSTED  
 QD0819  ___________________________________________________________________
 QD0819  GEOID HEIGHT-         -21.00  (meters)                     GEOID03
 QD0819  DYNAMIC HT  -        1081.649 (meters)    3548.71  (feet)  COMP
 QD0819  MODELED GRAV-     980,190.6   (mgal)                       NAVD 88
 QD0819
 QD0819  VERT ORDER  -  FIRST     CLASS II
 QD0819
 QD0819.The horizontal coordinates were scaled from a topographic map and have
 QD0819.an estimated accuracy of +/- 6 seconds.
 QD0819
 QD0819.The orthometric height was determined by differential leveling
 QD0819.and adjusted in June 1991.
 QD0819
 QD0819.The geoid height was determined by GEOID03.
 QD0819
 QD0819.The dynamic height is computed by dividing the NAVD 88
 QD0819.geopotential number by the normal gravity value computed on the
 QD0819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0819.degrees latitude (g = 980.6199 gals.).
 QD0819
 QD0819.The modeled gravity was interpolated from observed gravity values.
 QD0819
 QD0819;                    North         East    Units  Estimated Accuracy
 QD0819;SPC OR S     -   269,180.    1,435,440.      MT  (+/- 180 meters Scaled)
 QD0819
 QD0819                          SUPERSEDED SURVEY CONTROL
 QD0819
 QD0819  NGVD 29 (??/??/92) 1080.906  (m)         3546.27   (f) ADJ UNCH    1 2
 QD0819
 QD0819.Superseded values are not recommended for survey control.
 QD0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0819.See file dsdata.txt to determine how the superseded data were derived.
 QD0819
 QD0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP356829(NAD 83)
 QD0819_MARKER: DD = SURVEY DISK
 QD0819_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QD0819_SP_SET: SYPHON BOX
 QD0819_STAMPING: D 241 1941
 QD0819_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0819
 QD0819  HISTORY     - Date     Condition        Report By
 QD0819  HISTORY     - 1941     MONUMENTED       ORDT
 QD0819  HISTORY     - 1941     GOOD             NGS
 QD0819  HISTORY     - 1968     GOOD             NGS
 QD0819  HISTORY     - 19880721 MARK NOT FOUND   NGS
 QD0819
 QD0819                          STATION DESCRIPTION
 QD0819
 QD0819'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QD0819'2.15 MI N FROM BEND.
 QD0819'2.15 MILES NORTH BY ROAD.  MARK IS LOCATED ALONG U.S. HIGHWAY 97, 21
 QD0819'FEET WEST OF THE CENTER-LINE OF THE HIGHWAY, IN FRONT OF THE RESIDENCE
 QD0819'OF E.A. TILLER, IN THE NORTHEAST CORNER OF A CONCRETE SYPHON BOX.
 QD0819
 QD0819                          STATION RECOVERY (1968)
 QD0819
 QD0819'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 QD0819'RECOVERED IN GOOD CONDITION.
 QD0819
 QD0819                          STATION RECOVERY (1988)
 QD0819
 QD0819'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QD0819'THERE HAS BEEN ROAD CONSTRUCTION AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1133 ***********************************************************************
 RD1133  DESIGNATION -  D 243
 RD1133  PID         -  RD1133
 RD1133  STATE/COUNTY-  OR/TILLAMOOK
 RD1133  USGS QUAD   -  JORDAN CREEK (1984)
 RD1133
 RD1133                         *CURRENT SURVEY CONTROL
 RD1133  ___________________________________________________________________
 RD1133* NAD 83(1986)-  45 31 46.     (N)    123 36 27.     (W)     SCALED    
 RD1133* NAVD 88     -       101.636  (meters)     333.45   (feet)  ADJUSTED  
 RD1133  ___________________________________________________________________
 RD1133  GEOID HEIGHT-         -20.89  (meters)                     GEOID03
 RD1133  DYNAMIC HT  -         101.644 (meters)     333.48  (feet)  COMP
 RD1133  MODELED GRAV-     980,692.7   (mgal)                       NAVD 88
 RD1133
 RD1133  VERT ORDER  -  SECOND    CLASS 0
 RD1133
 RD1133.The horizontal coordinates were scaled from a topographic map and have
 RD1133.an estimated accuracy of +/- 6 seconds.
 RD1133
 RD1133.The orthometric height was determined by differential leveling
 RD1133.and adjusted in June 1991.
 RD1133
 RD1133.The geoid height was determined by GEOID03.
 RD1133
 RD1133.The dynamic height is computed by dividing the NAVD 88
 RD1133.geopotential number by the normal gravity value computed on the
 RD1133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1133.degrees latitude (g = 980.6199 gals.).
 RD1133
 RD1133.The modeled gravity was interpolated from observed gravity values.
 RD1133
 RD1133;                    North         East    Units  Estimated Accuracy
 RD1133;SPC OR N     -   211,660.    2,257,330.      MT  (+/- 180 meters Scaled)
 RD1133
 RD1133                          SUPERSEDED SURVEY CONTROL
 RD1133
 RD1133  NGVD 29 (??/??/92)  100.584  (m)          330.00   (f) ADJ UNCH    2 0
 RD1133
 RD1133.Superseded values are not recommended for survey control.
 RD1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1133.See file dsdata.txt to determine how the superseded data were derived.
 RD1133
 RD1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR525419(NAD 83)
 RD1133_MARKER: DD = SURVEY DISK
 RD1133_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD1133_SP_SET: CULVERT
 RD1133_STAMPING: D 243 1937
 RD1133_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD1133
 RD1133  HISTORY     - Date     Condition        Report By
 RD1133  HISTORY     - 1937     MONUMENTED       ORDT
 RD1133  HISTORY     - 1942     GOOD             NGS
 RD1133  HISTORY     - 1962     MARK NOT FOUND   NGS
 RD1133  HISTORY     - 1983     MARK NOT FOUND   USGS
 RD1133  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 RD1133  HISTORY     - 19921025 MARK NOT FOUND   USPSQD
 RD1133
 RD1133                          STATION DESCRIPTION
 RD1133
 RD1133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 RD1133'16.4 MI NE FROM TILLAMOOK.
 RD1133'16.4 MILES NORTHEAST OF POST OFFICE ON HIGHWAY 6.  EAST END OF BOX
 RD1133'CULVERT, TOP OF HEADWALL, 40 FEET EAST OF CENTER LINE OF HIGHWAY, AND
 RD1133'30 FEET BELOW ROADWAY.
 RD1133
 RD1133                          STATION RECOVERY (1962)
 RD1133
 RD1133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 RD1133'MARK NOT FOUND.
 RD1133
 RD1133                          STATION RECOVERY (1983)
 RD1133
 RD1133'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 RD1133'MARK NOT FOUND.
 RD1133
 RD1133                          STATION RECOVERY (1990)
 RD1133
 RD1133'RECOVERY NOTE BY US POWER SQUADRON 1990 (KRN)
 RD1133'MARK NOT FOUND.
 RD1133
 RD1133                          STATION RECOVERY (1992)
 RD1133
 RD1133'RECOVERY NOTE BY US POWER SQUADRON 1992 (KRN)
 RD1133'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0312 ***********************************************************************
 PC0312  DESIGNATION -  D 246
 PC0312  PID         -  PC0312
 PC0312  STATE/COUNTY-  OR/DOUGLAS
 PC0312  USGS QUAD   -  PUTNAM VALLEY (1987)
 PC0312
 PC0312                         *CURRENT SURVEY CONTROL
 PC0312  ___________________________________________________________________
 PC0312* NAD 83(1986)-  43 39 39.     (N)    123 23 03.     (W)     SCALED    
 PC0312* NAVD 88     -        94.403  (meters)     309.72   (feet)  ADJUSTED  
 PC0312  ___________________________________________________________________
 PC0312  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 PC0312  DYNAMIC HT  -          94.390 (meters)     309.68  (feet)  COMP
 PC0312  MODELED GRAV-     980,482.6   (mgal)                       NAVD 88
 PC0312
 PC0312  VERT ORDER  -  FIRST     CLASS II
 PC0312
 PC0312.The horizontal coordinates were scaled from a topographic map and have
 PC0312.an estimated accuracy of +/- 6 seconds.
 PC0312
 PC0312.The orthometric height was determined by differential leveling
 PC0312.and adjusted in June 1991.
 PC0312
 PC0312.The geoid height was determined by GEOID03.
 PC0312
 PC0312.The dynamic height is computed by dividing the NAVD 88
 PC0312.geopotential number by the normal gravity value computed on the
 PC0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0312.degrees latitude (g = 980.6199 gals.).
 PC0312
 PC0312.The modeled gravity was interpolated from observed gravity values.
 PC0312
 PC0312;                    North         East    Units  Estimated Accuracy
 PC0312;SPC OR S     -   225,530.    1,267,420.      MT  (+/- 180 meters Scaled)
 PC0312
 PC0312                          SUPERSEDED SURVEY CONTROL
 PC0312
 PC0312  NGVD 29 (??/??/92)   93.301  (m)          306.11   (f) ADJ UNCH    1 2
 PC0312
 PC0312.Superseded values are not recommended for survey control.
 PC0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0312.See file dsdata.txt to determine how the superseded data were derived.
 PC0312
 PC0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP690342(NAD 83)
 PC0312_MARKER: DD = SURVEY DISK
 PC0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PC0312_STAMPING: 306 D 246 1934
 PC0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0312+STABILITY: SURFACE MOTION
 PC0312
 PC0312  HISTORY     - Date     Condition        Report By
 PC0312  HISTORY     - 1934     MONUMENTED       ORGS
 PC0312  HISTORY     - 1961     GOOD             NGS
 PC0312  HISTORY     - 1984     GOOD             USPSQD
 PC0312
 PC0312                          STATION DESCRIPTION
 PC0312
 PC0312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 PC0312'3.6 MI W FROM DRAIN.
 PC0312'REACHED FROM THE POST OFFICE AT DRAIN GO WEST ON STATE HIGHWAY 38 FOR
 PC0312'3.6 MILES, LOCATED 39 FEET SOUTH OF THE CENTER OF THE HIGHWAY, ABOUT
 PC0312'150 FEET EAST OF A SMALL GARAGE, 0.1 MILE EAST OF THE CLOVER LEAF
 PC0312'PACKING CO., AND 1-FOOT WEST OF A METAL WITNESS POST.
 PC0312
 PC0312                          STATION RECOVERY (1984)
 PC0312
 PC0312'RECOVERY NOTE BY US POWER SQUADRON 1984
 PC0312'FROM THE POST OFFICE AT DRAIN, GO WEST ON STATE HWY. 38 FOR 3.6
 PC0312'MILES, LOCATED 39 FEET SOUTH OF THE CENTER OF THE HWY. ABOUT 150 FEET
 PC0312'EAST OF A SMALL GARAGE, 0.1 MILE EAST OF A MEAT PACKING PLANT, AND 1
 PC0312'FOOT WEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0578 ***********************************************************************
 PC0578  DESIGNATION -  D 247 32
 PC0578  PID         -  PC0578
 PC0578  STATE/COUNTY-  OR/DOUGLAS
 PC0578  USGS QUAD   -  SCOTTSBURG (1985)
 PC0578
 PC0578                         *CURRENT SURVEY CONTROL
 PC0578  ___________________________________________________________________
 PC0578* NAD 83(1986)-  43 39 12.     (N)    123 49 03.     (W)     SCALED    
 PC0578* NAVD 88     -        11.073  (meters)      36.33   (feet)  ADJUSTED  
 PC0578  ___________________________________________________________________
 PC0578  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 PC0578  DYNAMIC HT  -          11.071 (meters)      36.32  (feet)  COMP
 PC0578  MODELED GRAV-     980,496.5   (mgal)                       NAVD 88
 PC0578
 PC0578  VERT ORDER  -  FIRST     CLASS II
 PC0578
 PC0578.The horizontal coordinates were scaled from a topographic map and have
 PC0578.an estimated accuracy of +/- 6 seconds.
 PC0578
 PC0578.The orthometric height was determined by differential leveling
 PC0578.and adjusted in June 1991.
 PC0578.WARNING-Repeat measurements at this control monument indicate possible
 PC0578.vertical movement.
 PC0578
 PC0578.The geoid height was determined by GEOID03.
 PC0578
 PC0578.The dynamic height is computed by dividing the NAVD 88
 PC0578.geopotential number by the normal gravity value computed on the
 PC0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0578.degrees latitude (g = 980.6199 gals.).
 PC0578
 PC0578.The modeled gravity was interpolated from observed gravity values.
 PC0578
 PC0578;                    North         East    Units  Estimated Accuracy
 PC0578;SPC OR S     -   225,990.    1,232,460.      MT  (+/- 180 meters Scaled)
 PC0578
 PC0578                          SUPERSEDED SURVEY CONTROL
 PC0578
 PC0578  NGVD 29 (??/??/92)    9.988  (m)           32.77   (f) ADJ UNCH    1 2
 PC0578
 PC0578.Superseded values are not recommended for survey control.
 PC0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0578.See file dsdata.txt to determine how the superseded data were derived.
 PC0578
 PC0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP340336(NAD 83)
 PC0578_MARKER: DD = SURVEY DISK
 PC0578_SETTING: 80 = SET IN A BOULDER
 PC0578_SP_SET: BOULDER
 PC0578_STAMPING: 32 D 247 BB 1919
 PC0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0578+STABILITY: SURFACE MOTION
 PC0578
 PC0578  HISTORY     - Date     Condition        Report By
 PC0578  HISTORY     - 1919     MONUMENTED       USGS
 PC0578  HISTORY     - 1961     GOOD             NGS
 PC0578  HISTORY     - 1982     MARK NOT FOUND   USGS
 PC0578
 PC0578                          STATION DESCRIPTION
 PC0578
 PC0578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 PC0578'IN SCOTTSBURG.
 PC0578'ABOUT 285 FEET WEST OF THE WEST SIDE OF THE SCOTTSBURG POST OFFICE, 90
 PC0578'FEET SOUTH OF MAIN STREET, AT THE EAST EDGE OF AN OLD ROAD THAT ONCE
 PC0578'LED TO A FERRY LANDING, AT THE SOUTH END OF A CUT BANK, AT A VERY
 PC0578'LARGE BOULDER, IN THE TOP OF A SHELF ON THE SOUTH SIDE OF THE BOULDER.
 PC0578
 PC0578                          STATION RECOVERY (1982)
 PC0578
 PC0578'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 PC0578'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC0397 ***********************************************************************
 SC0397  DESIGNATION -  D 248
 SC0397  PID         -  SC0397
 SC0397  STATE/COUNTY-  OR/COLUMBIA
 SC0397  USGS QUAD   -  CLATSKANIE (1985)
 SC0397
 SC0397                         *CURRENT SURVEY CONTROL
 SC0397  ___________________________________________________________________
 SC0397* NAD 83(1986)-  46 06 15.     (N)    123 12 14.     (W)     SCALED    
 SC0397* NAVD 88     -        11.179  (meters)      36.68   (feet)  ADJUSTED  
 SC0397  ___________________________________________________________________
 SC0397  GEOID HEIGHT-         -21.07  (meters)                     GEOID03
 SC0397  DYNAMIC HT  -          11.181 (meters)      36.68  (feet)  COMP
 SC0397  MODELED GRAV-     980,754.8   (mgal)                       NAVD 88
 SC0397
 SC0397  VERT ORDER  -  FIRST     CLASS II
 SC0397
 SC0397.The horizontal coordinates were scaled from a topographic map and have
 SC0397.an estimated accuracy of +/- 6 seconds.
 SC0397
 SC0397.The orthometric height was determined by differential leveling
 SC0397.and adjusted in June 1991.
 SC0397
 SC0397.The geoid height was determined by GEOID03.
 SC0397
 SC0397.The dynamic height is computed by dividing the NAVD 88
 SC0397.geopotential number by the normal gravity value computed on the
 SC0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0397.degrees latitude (g = 980.6199 gals.).
 SC0397
 SC0397.The modeled gravity was interpolated from observed gravity values.
 SC0397
 SC0397;                    North         East    Units  Estimated Accuracy
 SC0397;SPC OR N     -   274,370.    2,290,970.      MT  (+/- 180 meters Scaled)
 SC0397
 SC0397                          SUPERSEDED SURVEY CONTROL
 SC0397
 SC0397  NGVD 29 (??/??/92)   10.181  (m)           33.40   (f) ADJ UNCH    1 2
 SC0397
 SC0397.Superseded values are not recommended for survey control.
 SC0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0397.See file dsdata.txt to determine how the superseded data were derived.
 SC0397
 SC0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS842056(NAD 83)
 SC0397_MARKER: DD = SURVEY DISK
 SC0397_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 SC0397_SP_SET: SIDEWALK
 SC0397_STAMPING: D 248 1937 33
 SC0397_MARK LOGO: ORHD  
 SC0397_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC0397_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SC0397+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2008
 SC0397
 SC0397  HISTORY     - Date     Condition        Report By
 SC0397  HISTORY     - 1937     MONUMENTED       ORHD
 SC0397  HISTORY     - 1941     GOOD             NGS
 SC0397  HISTORY     - 1984     GOOD             USPSQD
 SC0397  HISTORY     - 1987     GOOD             NGS
 SC0397  HISTORY     - 1988     GOOD             USPSQD
 SC0397  HISTORY     - 1989     GOOD             USPSQD
 SC0397  HISTORY     - 19890707 GOOD             ORDT
 SC0397  HISTORY     - 20040228 GOOD             USPSQD
 SC0397  HISTORY     - 20050515 GOOD             USPSQD
 SC0397  HISTORY     - 20080916 GOOD             GEOCAC
 SC0397
 SC0397                          STATION DESCRIPTION
 SC0397
 SC0397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 SC0397'IN CLATSKANIE.
 SC0397'IN THE SOUTH PART OF CLATSKANIE.  AT THE SOUTHEAST CORNER OF THE
 SC0397'INTERSECTION WHERE THE HIGHWAY TURNS WEST OFF OF NEHALEM STREET.  AT
 SC0397'THE NORTHWEST CORNER OF THE IOOF BUILDING, CLOSE TO THE WALL, IN THE
 SC0397'WALK.
 SC0397
 SC0397                          STATION RECOVERY (1984)
 SC0397
 SC0397'RECOVERY NOTE BY US POWER SQUADRON 1984
 SC0397'RECOVERED IN GOOD CONDITION.
 SC0397
 SC0397                          STATION RECOVERY (1987)
 SC0397
 SC0397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SC0397'RECOVERED IN GOOD CONDITION.
 SC0397
 SC0397                          STATION RECOVERY (1988)
 SC0397
 SC0397'RECOVERY NOTE BY US POWER SQUADRON 1988 (RCC)
 SC0397'RECOVERED IN GOOD CONDITION.
 SC0397
 SC0397                          STATION RECOVERY (1989)
 SC0397
 SC0397'RECOVERY NOTE BY US POWER SQUADRON 1989 (RCC)
 SC0397'RECOVERED IN GOOD CONDITION.
 SC0397
 SC0397                          STATION RECOVERY (1989)
 SC0397
 SC0397'RECOVERY NOTE BY OREGON DEPARTMENT OF TRANSPORTATION 1989
 SC0397'RECOVERED IN GOOD CONDITION.
 SC0397
 SC0397                          STATION RECOVERY (2004)
 SC0397
 SC0397'RECOVERY NOTE BY US POWER SQUADRON 2004
 SC0397'RECOVERED IN GOOD CONDITION.
 SC0397
 SC0397                          STATION RECOVERY (2005)
 SC0397
 SC0397'RECOVERY NOTE BY US POWER SQUADRON 2005 (PS)
 SC0397'RECOVERED IN GOOD CONDITION.
 SC0397
 SC0397                          STATION RECOVERY (2008)
 SC0397
 SC0397'RECOVERY NOTE BY GEOCACHING 2008 (WD)
 SC0397'HANDHELD COORDINATES ARE N46-06-13.6 W123-12-14.8.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0481 ***********************************************************************
 OA0481  DESIGNATION -  D 249
 OA0481  PID         -  OA0481
 OA0481  STATE/COUNTY-  OR/COOS
 OA0481  USGS QUAD   -  COOS BAY (1975)
 OA0481
 OA0481                         *CURRENT SURVEY CONTROL
 OA0481  ___________________________________________________________________
 OA0481* NAD 83(1991)-  43 21 23.41818(N)    124 11 36.27529(W)     ADJUSTED  
 OA0481* NAVD 88     -        13.533  (meters)      44.40   (feet)  ADJUSTED  
 OA0481  ___________________________________________________________________
 OA0481  LAPLACE CORR-          14.28  (seconds)                    DEFLEC99
 OA0481  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 OA0481  DYNAMIC HT  -          13.531 (meters)      44.39  (feet)  COMP
 OA0481  MODELED GRAV-     980,482.7   (mgal)                       NAVD 88
 OA0481
 OA0481  HORZ ORDER  -  THIRD
 OA0481  VERT ORDER  -  FIRST     CLASS II
 OA0481
 OA0481.The horizontal coordinates were established by classical geodetic methods
 OA0481.and adjusted by the National Geodetic Survey in October 1991.
 OA0481
 OA0481.The orthometric height was determined by differential leveling
 OA0481.and adjusted in June 1991.
 OA0481
 OA0481.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA0481
 OA0481.The geoid height was determined by GEOID03.
 OA0481
 OA0481.The dynamic height is computed by dividing the NAVD 88
 OA0481.geopotential number by the normal gravity value computed on the
 OA0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0481.degrees latitude (g = 980.6199 gals.).
 OA0481
 OA0481.The modeled gravity was interpolated from observed gravity values.
 OA0481
 OA0481;                    North         East     Units Scale Factor Converg.
 OA0481;SPC OR S     -   194,312.550 1,200,709.796   MT  0.99989997   -2 31 36.6
 OA0481;SPC OR S     -   637,508.37  3,939,336.60   iFT  0.99989997   -2 31 36.6
 OA0481;UTM  10      - 4,801,096.825   403,290.988   MT  0.99971505   -0 49 09.8
 OA0481
 OA0481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA0481!SPC OR S     -   1.00000187  x   0.99989997  =   0.99990184
 OA0481!UTM  10      -   1.00000187  x   0.99971505  =   0.99971692
 OA0481
 OA0481:                Primary Azimuth Mark                     Grid Az
 OA0481:SPC OR S     -  HLT 26                                   199 14 39.0
 OA0481:UTM  10      -  HLT 26                                   197 32 12.2
 OA0481
 OA0481|---------------------------------------------------------------------|
 OA0481| PID    Reference Object                     Distance      Geod. Az  |
 OA0481|                                                           dddmmss.s |
 OA0481| OA1281 HLT 26                              457.320 METERS 1964302.4 |
 OA0481| OA1309 HLT 25                              127.881 METERS 26028     |
 OA0481| OA1260 HLT 23                              APPROX. 0.7 KM 3461053.9 |
 OA0481| OA1275 HLT 24                              APPROX. 0.6 KM 3514151.5 |
 OA0481|---------------------------------------------------------------------|
 OA0481
 OA0481                          SUPERSEDED SURVEY CONTROL
 OA0481
 OA0481  NAD 83(1986)-  43 21 23.41509(N)    124 11 36.32104(W) AD(       ) 3
 OA0481  NAD 27      -  43 21 24.01090(N)    124 11 31.92951(W) AD(       ) 3
 OA0481  NGVD 29 (??/??/92)   12.437  (m)           40.80   (f) ADJ UNCH    1 2
 OA0481
 OA0481.Superseded values are not recommended for survey control.
 OA0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0481.See file dsdata.txt to determine how the superseded data were derived.
 OA0481
 OA0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP0329101097(NAD 83)
 OA0481_MARKER: DD = SURVEY DISK
 OA0481_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 OA0481_SP_SET: BRIDGE SIDEWALK
 OA0481_STAMPING: 40 D 249 1934
 OA0481_MARK LOGO: ORHD  
 OA0481_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OA0481_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OA0481+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2002
 OA0481
 OA0481  HISTORY     - Date     Condition        Report By
 OA0481  HISTORY     - 1934     MONUMENTED       ORHD
 OA0481  HISTORY     - 1965     GOOD             ORDT
 OA0481  HISTORY     - 1965     GOOD             NGS
 OA0481  HISTORY     - 1983     GOOD             NGS
 OA0481  HISTORY     - 1987     GOOD             NGS
 OA0481  HISTORY     - 1988     GOOD             USPSQD
 OA0481  HISTORY     - 20020817 GOOD             USPSQD
 OA0481
 OA0481                          STATION DESCRIPTION
 OA0481
 OA0481'DESCRIBED BY OREGON HIGHWAY DEPARTMENT 1934
 OA0481'IN COOS BAY.
 OA0481'AT COOS BAY, COOS COUNTY, ABOUT 1.8 MILES SOUTH OF THE CITY HALL, AT
 OA0481'BUNKER HILL, AT THE SOUTHEAST CORNER OF THE ALLEGHANY HIGHWAY BRIDGE
 OA0481'OVER ISTHMUS SLOUGH, 5 FEET FROM THE EAST END OF THE CONCRETE
 OA0481'APPROACH, AND IN THE TOP OF THE SIDEWALK.  A STATE SURVEY STANDARD
 OA0481'DISK, STAMPED 40 D 249 1934.
 OA0481
 OA0481                          STATION RECOVERY (1965)
 OA0481
 OA0481'RECOVERY NOTE BY OREGON DEPARTMENT OF TRANSPORTATION 1965 (HJS)
 OA0481'LOCATED IN THE BUNKER HILL SECTION OF THE CITY OF COOS BAY, ALONG
 OA0481'THE SIDEWALK OF THE SOUTH SIDE OF THE CONCRETE SECTION OF THE
 OA0481'HIGHWAY BRIDGE OVER ISTHMUS SLOUGH.
 OA0481'
 OA0481'THE STATION IS AN OREGON STATE HIGHWAY DEPARTMENT DISK STAMPED
 OA0481'D249 40 SET FLUSH ON TOP OF AND 6 INCHES SOUTH OF THE NORTH EDGE
 OA0481'OF THE CONCRETE SIDEWALK, ABOUT 250 FEET WEST OF THE EAST END OF
 OA0481'THE BRIDGE AND 4.5 FEET WEST OF THE EAST END OF THE CONCRETE
 OA0481'SECTION OF THE BRIDGE.
 OA0481
 OA0481                          STATION RECOVERY (1965)
 OA0481
 OA0481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 OA0481'RECOVERED IN GOOD CONDITION.
 OA0481
 OA0481                          STATION RECOVERY (1983)
 OA0481
 OA0481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OA0481'RECOVERED IN GOOD CONDITION.
 OA0481
 OA0481                          STATION RECOVERY (1987)
 OA0481
 OA0481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 OA0481'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  ADD--4.0 M
 OA0481'(13.1 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY.  NOTE--NOT LEVELED
 OA0481'TO THIS SURVEY.
 OA0481
 OA0481                          STATION RECOVERY (1988)
 OA0481
 OA0481'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 OA0481'RECOVERED IN GOOD CONDITION.
 OA0481
 OA0481                          STATION RECOVERY (2002)
 OA0481
 OA0481'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 OA0481'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0549 ***********************************************************************
 PC0549  DESIGNATION -  D 250
 PC0549  PID         -  PC0549
 PC0549  STATE/COUNTY-  OR/COOS
 PC0549  USGS QUAD   -  GOLDEN FALLS (1990)
 PC0549
 PC0549                         *CURRENT SURVEY CONTROL
 PC0549  ___________________________________________________________________
 PC0549* NAD 83(1986)-  43 29 15.     (N)    123 55 28.     (W)     SCALED    
 PC0549* NAVD 88     -       210.108  (meters)     689.33   (feet)  ADJUSTED  
 PC0549  ___________________________________________________________________
 PC0549  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 PC0549  DYNAMIC HT  -         210.075 (meters)     689.22  (feet)  COMP
 PC0549  MODELED GRAV-     980,455.4   (mgal)                       NAVD 88
 PC0549
 PC0549  VERT ORDER  -  SECOND    CLASS 0
 PC0549
 PC0549.The horizontal coordinates were scaled from a topographic map and have
 PC0549.an estimated accuracy of +/- 6 seconds.
 PC0549
 PC0549.The orthometric height was determined by differential leveling
 PC0549.and adjusted in June 1991.
 PC0549
 PC0549.The geoid height was determined by GEOID03.
 PC0549
 PC0549.The dynamic height is computed by dividing the NAVD 88
 PC0549.geopotential number by the normal gravity value computed on the
 PC0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0549.degrees latitude (g = 980.6199 gals.).
 PC0549
 PC0549.The modeled gravity was interpolated from observed gravity values.
 PC0549
 PC0549;                    North         East    Units  Estimated Accuracy
 PC0549;SPC OR S     -   207,930.    1,223,090.      MT  (+/- 180 meters Scaled)
 PC0549
 PC0549                          SUPERSEDED SURVEY CONTROL
 PC0549
 PC0549  NGVD 29 (??/??/92)  209.014  (m)          685.74   (f) ADJ UNCH    2 0
 PC0549
 PC0549.Superseded values are not recommended for survey control.
 PC0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0549.See file dsdata.txt to determine how the superseded data were derived.
 PC0549
 PC0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP252153(NAD 83)
 PC0549_MARKER: DB = BENCH MARK DISK
 PC0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0549_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PC0549_STAMPING: 684 D 250 1934
 PC0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0549+STABILITY: SURFACE MOTION
 PC0549
 PC0549  HISTORY     - Date     Condition        Report By
 PC0549  HISTORY     - 1934     MONUMENTED       CGS
 PC0549  HISTORY     - 1942     GOOD             NGS
 PC0549
 PC0549                          STATION DESCRIPTION
 PC0549
 PC0549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 PC0549'11.3 MI NE FROM ALLEGANY.
 PC0549'ABOUT 11.3 MILES NORTHEAST OF ALLEGANY ON LOON LAKE ROAD, 5 MILE NORTH
 PC0549'OF GOLDEN FALLS, 25 FEET NORTH AND 20 FEET EAST OF EAST END OF LOG
 PC0549'BRIDGE OVER CREEK.  DISK STAMPED 684 D 250 1934 IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0416 ***********************************************************************
 PC0416  DESIGNATION -  D 253
 PC0416  PID         -  PC0416
 PC0416  STATE/COUNTY-  OR/DOUGLAS
 PC0416  USGS QUAD   -  ROSEBURG EAST (1987)
 PC0416
 PC0416                         *CURRENT SURVEY CONTROL
 PC0416  ___________________________________________________________________
 PC0416* NAD 83(1986)-  43 13 10.     (N)    123 16 46.     (W)     SCALED    
 PC0416* NAVD 88     -       159.034  (meters)     521.76   (feet)  ADJUSTED  
 PC0416  ___________________________________________________________________
 PC0416  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 PC0416  DYNAMIC HT  -         158.999 (meters)     521.65  (feet)  COMP
 PC0416  MODELED GRAV-     980,401.5   (mgal)                       NAVD 88
 PC0416
 PC0416  VERT ORDER  -  FIRST     CLASS II
 PC0416
 PC0416.The horizontal coordinates were scaled from a topographic map and have
 PC0416.an estimated accuracy of +/- 6 seconds.
 PC0416
 PC0416.The orthometric height was determined by differential leveling
 PC0416.and adjusted in June 1991.
 PC0416
 PC0416.The geoid height was determined by GEOID03.
 PC0416
 PC0416.The dynamic height is computed by dividing the NAVD 88
 PC0416.geopotential number by the normal gravity value computed on the
 PC0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0416.degrees latitude (g = 980.6199 gals.).
 PC0416
 PC0416.The modeled gravity was interpolated from observed gravity values.
 PC0416
 PC0416;                    North         East    Units  Estimated Accuracy
 PC0416;SPC OR S     -   176,230.    1,274,240.      MT  (+/- 180 meters Scaled)
 PC0416
 PC0416                          SUPERSEDED SURVEY CONTROL
 PC0416
 PC0416  NGVD 29 (??/??/92)  157.965  (m)          518.26   (f) ADJ UNCH    1 2
 PC0416
 PC0416.Superseded values are not recommended for survey control.
 PC0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0416.See file dsdata.txt to determine how the superseded data were derived.
 PC0416
 PC0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN773852(NAD 83)
 PC0416_MARKER: DB = BENCH MARK DISK
 PC0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PC0416_STAMPING: 518 D 253 1934
 PC0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0416+STABILITY: SURFACE MOTION
 PC0416
 PC0416  HISTORY     - Date     Condition        Report By
 PC0416  HISTORY     - 1934     MONUMENTED       CGS
 PC0416  HISTORY     - 19850220 MARK NOT FOUND   USGS
 PC0416
 PC0416                          STATION DESCRIPTION
 PC0416
 PC0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PC0416'2.8 MI E FROM ROSEBURG.
 PC0416'ABOUT 2.8 MILES EAST ALONG THE ROSEBURG-DIXONVILLE COUNTY ROAD FROM
 PC0416'CITY LIMITS OF ROSEBURG, DOUGLAS COUNTY, ON NORTH SIDE OF COUNTY ROAD
 PC0416'AT JUNCTION OF COUNTY ROAD AND CLOVER CREEK ROAD, ABOUT 0.2 MILE EAST
 PC0416'OF DISTRICT NO. 75 SCHOOL HOUSE, 35 FEET NORTH FROM CENTER LINE OF
 PC0416'COUNTY ROAD, 26 FEET WEST OF CENTER LINE OF CLOVER CREEK ROAD, 2 FEET
 PC0416'EAST OF FENCE ON WEST SIDE OF CLOVER CREEK ROAD AND 4 FEET NORTH OF
 PC0416'FENCE CORNER.  A STANDARD DISK, STAMPED 518 D 253 1934 AND SET IN A
 PC0416'CONCRETE POST.
 PC0416
 PC0416                          STATION RECOVERY (1985)
 PC0416
 PC0416'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (TAM)
 PC0416'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0476 ***********************************************************************
 NZ0476  DESIGNATION -  D 258
 NZ0476  PID         -  NZ0476
 NZ0476  STATE/COUNTY-  OR/JOSEPHINE
 NZ0476  USGS QUAD   -  MERLIN (1986)
 NZ0476
 NZ0476                         *CURRENT SURVEY CONTROL
 NZ0476  ___________________________________________________________________
 NZ0476* NAD 83(1986)-  42 31 40.     (N)    123 29 01.     (W)     SCALED    
 NZ0476* NAVD 88     -       258.642  (meters)     848.56   (feet)  ADJUSTED  
 NZ0476  ___________________________________________________________________
 NZ0476  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 NZ0476  DYNAMIC HT  -         258.560 (meters)     848.29  (feet)  COMP
 NZ0476  MODELED GRAV-     980,297.0   (mgal)                       NAVD 88
 NZ0476
 NZ0476  VERT ORDER  -  SECOND    CLASS 0
 NZ0476
 NZ0476.The horizontal coordinates were scaled from a topographic map and have
 NZ0476.an estimated accuracy of +/- 6 seconds.
 NZ0476
 NZ0476.The orthometric height was determined by differential leveling
 NZ0476.and adjusted in June 1991.
 NZ0476
 NZ0476.The geoid height was determined by GEOID03.
 NZ0476
 NZ0476.The dynamic height is computed by dividing the NAVD 88
 NZ0476.geopotential number by the normal gravity value computed on the
 NZ0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0476.degrees latitude (g = 980.6199 gals.).
 NZ0476
 NZ0476.The modeled gravity was interpolated from observed gravity values.
 NZ0476
 NZ0476;                    North         East    Units  Estimated Accuracy
 NZ0476;SPC OR S     -   100,020.    1,254,920.      MT  (+/- 180 meters Scaled)
 NZ0476
 NZ0476                          SUPERSEDED SURVEY CONTROL
 NZ0476
 NZ0476  NGVD 29 (??/??/92)  257.636  (m)          845.26   (f) ADJ UNCH    2 0
 NZ0476
 NZ0476.Superseded values are not recommended for survey control.
 NZ0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0476.See file dsdata.txt to determine how the superseded data were derived.
 NZ0476
 NZ0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN602084(NAD 83)
 NZ0476_MARKER: DB = BENCH MARK DISK
 NZ0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ0476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NZ0476_STAMPING: 845 D 258 1934
 NZ0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0476+STABILITY: SURFACE MOTION
 NZ0476
 NZ0476  HISTORY     - Date     Condition        Report By
 NZ0476  HISTORY     - 1934     MONUMENTED       CGS
 NZ0476  HISTORY     - 1964     MARK NOT FOUND   NGS
 NZ0476  HISTORY     - 1982     MARK NOT FOUND   USGS
 NZ0476
 NZ0476                          STATION DESCRIPTION
 NZ0476
 NZ0476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 NZ0476'4.2 MI W FROM MERLIN.
 NZ0476'ABOUT 4.2 MILES WEST OF MERLIN, ALONG THE ALMEDA ROAD, 132 FEET SOUTH
 NZ0476'OF BRIDGE OVER AVERY GULCH, 63 FEET NORTHWEST OF THE INTERSECTION OF
 NZ0476'OLD AND NEW ROADS, AND 18 FEET EAST OF 24-INCH OAK TREE.  NOTE-- A
 NZ0476'HIGHWAY STOCK PILE HAS BEEN AT THIS MILEAGE AND THE MARK MAY HAVE BEEN
 NZ0476'UNEARTHED OR BURIED.  IT WAS TO HAVE BEEN ABOUT 4.2 MILES WEST OF
 NZ0476'MERLIN ALONG THE ALMEDA ROAD, 132 FEET SOUTH OF THE BRIDGE OVER AVERY
 NZ0476'GULCH, 63 FEET NORTHWEST OF THE INTERSECTION OF THE OLD AND THE NEW
 NZ0476'ROADS AND 18 FEET EAST OF A 24-INCH OAK TREE.
 NZ0476
 NZ0476                          STATION RECOVERY (1982)
 NZ0476
 NZ0476'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 NZ0476'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0062 ***********************************************************************
 RC0062  DESIGNATION -  D 26
 RC0062  PID         -  RC0062
 RC0062  STATE/COUNTY-  OR/GILLIAM
 RC0062  USGS QUAD   -  SUNDALE (1971)
 RC0062
 RC0062                         *CURRENT SURVEY CONTROL
 RC0062  ___________________________________________________________________
 RC0062* NAD 83(1986)-  45 41 59.     (N)    120 22 01.     (W)     SCALED    
 RC0062* NAVD 88     -        66.785  (meters)     219.11   (feet)  ADJUSTED  
 RC0062  ___________________________________________________________________
 RC0062  GEOID HEIGHT-         -21.56  (meters)                     GEOID03
 RC0062  DYNAMIC HT  -          66.783 (meters)     219.10  (feet)  COMP
 RC0062  MODELED GRAV-     980,592.1   (mgal)                       NAVD 88
 RC0062
 RC0062  VERT ORDER  -  FIRST     CLASS II
 RC0062
 RC0062.The horizontal coordinates were scaled from a topographic map and have
 RC0062.an estimated accuracy of +/- 6 seconds.
 RC0062
 RC0062.The orthometric height was determined by differential leveling
 RC0062.and adjusted in June 1991.
 RC0062
 RC0062.The geoid height was determined by GEOID03.
 RC0062
 RC0062.The dynamic height is computed by dividing the NAVD 88
 RC0062.geopotential number by the normal gravity value computed on the
 RC0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0062.degrees latitude (g = 980.6199 gals.).
 RC0062
 RC0062.The modeled gravity was interpolated from observed gravity values.
 RC0062
 RC0062;                    North         East    Units  Estimated Accuracy
 RC0062;SPC OR N     -   225,930.    2,510,360.      MT  (+/- 180 meters Scaled)
 RC0062
 RC0062                          SUPERSEDED SURVEY CONTROL
 RC0062
 RC0062  NGVD 29 (??/??/92)   65.796  (m)          215.87   (f) ADJ UNCH    1 2
 RC0062
 RC0062.Superseded values are not recommended for survey control.
 RC0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0062.See file dsdata.txt to determine how the superseded data were derived.
 RC0062
 RC0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGR049640(NAD 83)
 RC0062_MARKER: P = PIPE CAP
 RC0062_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RC0062_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RC0062_STAMPING: D 26 1899 215.833 A
 RC0062_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC0062
 RC0062  HISTORY     - Date     Condition        Report By
 RC0062  HISTORY     - 1899     MONUMENTED       CGS
 RC0062  HISTORY     - 1943     GOOD             NGS
 RC0062
 RC0062                          STATION DESCRIPTION
 RC0062
 RC0062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 RC0062'IN BLALOCK.
 RC0062'ABOUT 0.2 MILE EAST ALONG U.S. HIGHWAY 30 FROM THE POST OFFICE AT
 RC0062'BLALOCK, GILLIAM COUNTY, 220 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 RC0062'THE RAILWAY WATER TANK, 150 FEET SOUTH OF THE SOUTH RAIL OF THE UNION
 RC0062'PACIFIC RAILWAY, 143.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 RC0062'RAILWAY STATION, 150 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 RC0062'PROJECTING 2-INCHES ABOVE THE GROUND, 2.0 FEET SOUTH OF A WHITE
 RC0062'REFERENCE POST.  A (USGS) DISK FASTENED ON THE TOP OF A 3 1/2-INCH
 RC0062'IRON PIPE, CASED IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0366 ***********************************************************************
 RD0366  DESIGNATION -  D 260
 RD0366  PID         -  RD0366
 RD0366  STATE/COUNTY-  OR/MULTNOMAH
 RD0366  USGS QUAD   -  MOUNT TABOR (1990)
 RD0366
 RD0366                         *CURRENT SURVEY CONTROL
 RD0366  ___________________________________________________________________
 RD0366* NAD 83(1986)-  45 32 47.     (N)    122 33 27.     (W)     SCALED    
 RD0366* NAVD 88     -        81.361  (meters)     266.93   (feet)  POSTED    
 RD0366  ___________________________________________________________________
 RD0366  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 RD0366  DYNAMIC HT  -          81.360 (meters)     266.93  (feet)  COMP
 RD0366  MODELED GRAV-     980,619.3   (mgal)                       NAVD 88
 RD0366
 RD0366  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 RD0366
 RD0366.The horizontal coordinates were scaled from a topographic map and have
 RD0366.an estimated accuracy of +/- 6 seconds.
 RD0366
 RD0366.The orthometric height was determined by differential leveling
 RD0366.and adjusted by the  in 1992.
 RD0366.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 RD0366.was located on a no-check spur therefore a value was not computed.
 RD0366.No vertical observational check was made to the station.
 RD0366
 RD0366.The geoid height was determined by GEOID03.
 RD0366
 RD0366.The dynamic height is computed by dividing the NAVD 88
 RD0366.geopotential number by the normal gravity value computed on the
 RD0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0366.degrees latitude (g = 980.6199 gals.).
 RD0366
 RD0366.The modeled gravity was interpolated from observed gravity values.
 RD0366
 RD0366;                    North         East    Units  Estimated Accuracy
 RD0366;SPC OR N     -   210,930.    2,339,350.      MT  (+/- 180 meters Scaled)
 RD0366
 RD0366                          SUPERSEDED SURVEY CONTROL
 RD0366
 RD0366  NGVD 29 (??/??/92)   80.298  (m)          263.44   (f) ADJ UNCH    1 2
 RD0366
 RD0366.Superseded values are not recommended for survey control.
 RD0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0366.See file dsdata.txt to determine how the superseded data were derived.
 RD0366
 RD0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER345437(NAD 83)
 RD0366_MARKER: DD = SURVEY DISK
 RD0366_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD0366_SP_SET: CURB
 RD0366_STAMPING: D 260 263.2 1936
 RD0366_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0366
 RD0366  HISTORY     - Date     Condition        Report By
 RD0366  HISTORY     - 1936     MONUMENTED       ORDT
 RD0366  HISTORY     - 1941     GOOD             NGS
 RD0366  HISTORY     - 1990     GOOD             USPSQD
 RD0366  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 RD0366  HISTORY     - 19940219 MARK NOT FOUND   USPSQD
 RD0366
 RD0366                          STATION DESCRIPTION
 RD0366
 RD0366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 RD0366'IN PORTLAND.
 RD0366'IN THE EAST PART OF PORTLAND.  SOUTHWEST CORNER OF N.E. 102ND. AVENUE
 RD0366'VIADUCT OVER UNION PACIFIC RAILROAD.  IN CURB.
 RD0366
 RD0366                          STATION RECOVERY (1990)
 RD0366
 RD0366'RECOVERY NOTE BY US POWER SQUADRON 1990 (FV)
 RD0366'RECOVERED IN GOOD CONDITION.
 RD0366
 RD0366                          STATION RECOVERY (1990)
 RD0366
 RD0366'RECOVERY NOTE BY US POWER SQUADRON 1990 (KRN)
 RD0366'MARK NOT FOUND.
 RD0366
 RD0366                          STATION RECOVERY (1994)
 RD0366
 RD0366'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD0366'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0829 ***********************************************************************
 RC0829  DESIGNATION -  D 263
 RC0829  PID         -  RC0829
 RC0829  STATE/COUNTY-  OR/WASCO
 RC0829  USGS QUAD   -  WHITE SALMON (1994)
 RC0829
 RC0829                         *CURRENT SURVEY CONTROL
 RC0829  ___________________________________________________________________
 RC0829* NAD 83(1986)-  45 41 07.     (N)    121 24 16.     (W)     SCALED    
 RC0829* NAVD 88     -        31.074  (meters)     101.95   (feet)  ADJUSTED  
 RC0829  ___________________________________________________________________
 RC0829  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 RC0829  DYNAMIC HT  -          31.074 (meters)     101.95  (feet)  COMP
 RC0829  MODELED GRAV-     980,606.9   (mgal)                       NAVD 88
 RC0829
 RC0829  VERT ORDER  -  FIRST     CLASS II
 RC0829
 RC0829.The horizontal coordinates were scaled from a topographic map and have
 RC0829.an estimated accuracy of +/- 6 seconds.
 RC0829
 RC0829.The orthometric height was determined by differential leveling
 RC0829.and adjusted in June 1991.
 RC0829
 RC0829.The geoid height was determined by GEOID03.
 RC0829
 RC0829.The dynamic height is computed by dividing the NAVD 88
 RC0829.geopotential number by the normal gravity value computed on the
 RC0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0829.degrees latitude (g = 980.6199 gals.).
 RC0829
 RC0829.The modeled gravity was interpolated from observed gravity values.
 RC0829
 RC0829;                    North         East    Units  Estimated Accuracy
 RC0829;SPC OR N     -   224,710.    2,429,550.      MT  (+/- 180 meters Scaled)
 RC0829
 RC0829                          SUPERSEDED SURVEY CONTROL
 RC0829
 RC0829  NGVD 29 (??/??/92)   30.055  (m)           98.61   (f) ADJ UNCH    1 2
 RC0829
 RC0829.Superseded values are not recommended for survey control.
 RC0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0829.See file dsdata.txt to determine how the superseded data were derived.
 RC0829
 RC0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR242603(NAD 83)
 RC0829_MARKER: DD = SURVEY DISK
 RC0829_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RC0829_SP_SET: BRIDGE ABUTMENT
 RC0829_STAMPING: D 263 1941
 RC0829_MARK LOGO: USGS  
 RC0829_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RC0829
 RC0829  HISTORY     - Date     Condition        Report By
 RC0829  HISTORY     - UNK      MONUMENTED       USGS
 RC0829  HISTORY     - 1941     GOOD             NGS
 RC0829  HISTORY     - 1987     GOOD             USPSQD
 RC0829  HISTORY     - 1987     GOOD             NGS
 RC0829  HISTORY     - 19930225 MARK NOT FOUND   USGS-R
 RC0829
 RC0829                          STATION DESCRIPTION
 RC0829
 RC0829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 RC0829'IN MOSIER.
 RC0829'WEST PART OF MOSIER, SOUTHEAST CORNER OF UNION PACIFIC RAILROAD BRIDGE
 RC0829'68.88 OVER ROCK CREEK, TOP OF THE ABUTMENT, ABOUT 1 FOOT EAST OF WEST
 RC0829'FACE OF UPPER SECTION.
 RC0829
 RC0829                          STATION RECOVERY (1987)
 RC0829
 RC0829'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWE)
 RC0829'RECOVERED IN GOOD CONDITION.
 RC0829
 RC0829                          STATION RECOVERY (1987)
 RC0829
 RC0829'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RC0829'RECOVERED IN GOOD CONDITION.
 RC0829
 RC0829                          STATION RECOVERY (1993)
 RC0829
 RC0829'RECOVERY NOTE BY USGS ROCKY MOUNTAIN MAPPING CENTER 1993 (JMM)
 RC0829'MARK BELIEVED TO BE UNDER GRAVEL AND RAILROAD TIES DUMPED AT SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0156 ***********************************************************************
 QE0156  DESIGNATION -  D 269
 QE0156  PID         -  QE0156
 QE0156  STATE/COUNTY-  OR/LINN
 QE0156  USGS QUAD   -  GREEN PETER (1984)
 QE0156
 QE0156                         *CURRENT SURVEY CONTROL
 QE0156  ___________________________________________________________________
 QE0156* NAD 83(1986)-  44 23 27.     (N)    122 30 39.     (W)     SCALED    
 QE0156* NAVD 88     -       244.059  (meters)     800.72   (feet)  POSTED    
 QE0156  ___________________________________________________________________
 QE0156  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 QE0156  DYNAMIC HT  -         244.010 (meters)     800.56  (feet)  COMP
 QE0156  MODELED GRAV-     980,433.0   (mgal)                       NAVD 88
 QE0156
 QE0156  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 QE0156
 QE0156.The horizontal coordinates were scaled from a topographic map and have
 QE0156.an estimated accuracy of +/- 6 seconds.
 QE0156
 QE0156.The orthometric height was determined by differential leveling
 QE0156.and adjusted by the  in 1992.
 QE0156.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 QE0156.rate of 1.1 thru 2.0 mm/km.
 QE0156
 QE0156.The geoid height was determined by GEOID03.
 QE0156
 QE0156.The dynamic height is computed by dividing the NAVD 88
 QE0156.geopotential number by the normal gravity value computed on the
 QE0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0156.degrees latitude (g = 980.6199 gals.).
 QE0156
 QE0156.The modeled gravity was interpolated from observed gravity values.
 QE0156
 QE0156;                    North         East    Units  Estimated Accuracy
 QE0156;SPC OR N     -    82,470.    2,339,800.      MT  (+/- 180 meters Scaled)
 QE0156
 QE0156                          SUPERSEDED SURVEY CONTROL
 QE0156
 QE0156  NGVD 29 (??/??/92)  242.987  (m)          797.20   (f) ADJ UNCH    1 2
 QE0156
 QE0156.Superseded values are not recommended for survey control.
 QE0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0156.See file dsdata.txt to determine how the superseded data were derived.
 QE0156
 QE0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ389154(NAD 83)
 QE0156_MARKER: DD = SURVEY DISK
 QE0156_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QE0156_SP_SET: PORCH
 QE0156_STAMPING: 796 D 269 1931
 QE0156_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0156
 QE0156  HISTORY     - Date     Condition        Report By
 QE0156  HISTORY     - 1931     MONUMENTED       ORDT
 QE0156  HISTORY     - 1963     GOOD             NGS
 QE0156
 QE0156                          STATION DESCRIPTION
 QE0156
 QE0156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 QE0156'1.3 MI W FROM CASCADIA.
 QE0156'1.3 MILES WEST ALONG U.S. HIGHWAY 20 FROM THE CASCADIA SCHOOL, 0.2
 QE0156'MILE WEST OF MILE POST NO. 40, 140 FEET NORTH OF THE CENTER OF THE
 QE0156'HIGHWAY, 90 FEET WEST OF THE CENTER OF THE GRAVELED ROAD IN THE
 QE0156'SOUTHEAST CORNER OF THE CONCRETE PORCH OF THE RANGERS RESIDENCE, 4
 QE0156'FEET SOUTH OF THE SOUTH SIDE OF THE HOUSE AND 0.5 FOOT NORTHWEST OF
 QE0156'THE SOUTHEAST CORNER OF THE PORCH.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB1066 ***********************************************************************
 RB1066  DESIGNATION -  D 27
 RB1066  PID         -  RB1066
 RB1066  STATE/COUNTY-  OR/MORROW
 RB1066  USGS QUAD   -  PATERSON (1993)
 RB1066
 RB1066                         *CURRENT SURVEY CONTROL
 RB1066  ___________________________________________________________________
 RB1066* NAD 83(1986)-  45 53 28.     (N)    119 34 43.     (W)     SCALED    
 RB1066* NAVD 88     -        82.881  (meters)     271.92   (feet)  ADJUSTED  
 RB1066  ___________________________________________________________________
 RB1066  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 RB1066  DYNAMIC HT  -          82.882 (meters)     271.92  (feet)  COMP
 RB1066  MODELED GRAV-     980,623.6   (mgal)                       NAVD 88
 RB1066
 RB1066  VERT ORDER  -  FIRST     CLASS I
 RB1066
 RB1066.The horizontal coordinates were scaled from a topographic map and have
 RB1066.an estimated accuracy of +/- 6 seconds.
 RB1066
 RB1066.The orthometric height was determined by differential leveling
 RB1066.and adjusted in June 1991.
 RB1066
 RB1066.The geoid height was determined by GEOID03.
 RB1066
 RB1066.The dynamic height is computed by dividing the NAVD 88
 RB1066.geopotential number by the normal gravity value computed on the
 RB1066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB1066.degrees latitude (g = 980.6199 gals.).
 RB1066
 RB1066.The modeled gravity was interpolated from observed gravity values.
 RB1066
 RB1066;                    North         East    Units  Estimated Accuracy
 RB1066;SPC OR N     -   247,600.    2,571,510.      MT  (+/- 180 meters Scaled)
 RB1066
 RB1066                          SUPERSEDED SURVEY CONTROL
 RB1066
 RB1066  NGVD 29 (??/??/92)   81.881  (m)          268.64   (f) ADJ UNCH    1 1
 RB1066
 RB1066.Superseded values are not recommended for survey control.
 RB1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1066.See file dsdata.txt to determine how the superseded data were derived.
 RB1066
 RB1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKL999851(NAD 83)
 RB1066_MARKER: DB = BENCH MARK DISK
 RB1066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB1066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB1066_STAMPING: D 27 1921 ELEV 268.704 FT.
 RB1066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB1066+STABILITY: SURFACE MOTION
 RB1066
 RB1066  HISTORY     - Date     Condition        Report By
 RB1066  HISTORY     - 1921     MONUMENTED       CGS
 RB1066  HISTORY     - 1968     GOOD             NGS
 RB1066
 RB1066                          STATION DESCRIPTION
 RB1066
 RB1066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RB1066'4.3 MI W FROM IRRIGON.
 RB1066'0.2 MILE WEST ALONG U.S. HIGHWAY 730 FROM THE POST OFFICE AT IRRIGON,
 RB1066'THENCE 2.6 MILES WEST ALONG AN ASPHLAT ROAD, THENCE 1.5 MILES WEST
 RB1066'ALONG AN ABANDONED RAILROAD BED, IN R26E T5N, SECTION 28, 35 1/2 FEET
 RB1066'SOUTH OF THE CENTER LINE OF THE RAILROAD BED, 46 1/2 FEET SOUTHWEST OF
 RB1066'A JOG IN THE FENCE LINE, 1.0 FOOT EAST OF A WITNESS POST, ABOUT 1 1/2
 RB1066'FEET HIGHER THAN THE RAILROAD BED, AND SET IN THE TOP OF A CONCRETE
 RB1066'POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1277 ***********************************************************************
 RD1277  DESIGNATION -  D 271 RESET
 RD1277  PID         -  RD1277
 RD1277  STATE/COUNTY-  OR/CLATSOP
 RD1277  USGS QUAD   -  SADDLE MTN (1984)
 RD1277
 RD1277                         *CURRENT SURVEY CONTROL
 RD1277  ___________________________________________________________________
 RD1277* NAD 83(1986)-  45 54 23.     (N)    123 44 39.     (W)     SCALED    
 RD1277* NAVD 88     -       181.49   (meters)     595.4    (feet)  RESET     
 RD1277  ___________________________________________________________________
 RD1277  GEOID HEIGHT-         -21.98  (meters)                     GEOID03
 RD1277  VERT ORDER  -  THIRD
 RD1277
 RD1277.The horizontal coordinates were scaled from a topographic map and have
 RD1277.an estimated accuracy of +/- 6 seconds.
 RD1277
 RD1277.The orthometric height was computed from unverified reset data.
 RD1277
 RD1277.The geoid height was determined by GEOID03.
 RD1277
 RD1277;                    North         East    Units  Estimated Accuracy
 RD1277;SPC OR N     -   253,940.    2,248,350.      MT  (+/- 180 meters Scaled)
 RD1277
 RD1277                          SUPERSEDED SURVEY CONTROL
 RD1277
 RD1277.No superseded survey control is available for this station.
 RD1277
 RD1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR422839(NAD 83)
 RD1277_MARKER: DD = SURVEY DISK
 RD1277_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD1277_SP_SET: MONUMENT
 RD1277_STAMPING: D 271 RESET 1969 OSHD
 RD1277_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD1277_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RD1277+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2006
 RD1277
 RD1277  HISTORY     - Date     Condition        Report By
 RD1277  HISTORY     - 1969     MONUMENTED       CGS
 RD1277  HISTORY     - 20061105 GOOD             COAST
 RD1277
 RD1277                          STATION DESCRIPTION
 RD1277
 RD1277'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 RD1277'8.7 MI W FROM ELSIE.
 RD1277'8.7 MILES WEST OF ELSIE, ON THE NORTH RIGHT-OF-WAY OF U.S. HIGHWAY 26,
 RD1277'1.2 MILES EAST OF NACANICUM JUNCTION, 0.4 MILE WEST OF MILE POST NO.
 RD1277'11, ON THE WEST SLOPE OF A CUT BANK, 200 FEET NORTH OF THE CENTER OF
 RD1277'U.S. HIGHWAY 26, 1 FOOT EAST OF A METAL WITNESS POST, AND LEVEL WITH
 RD1277'THE HIGHWAY.  IT IS SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT
 RD1277'PROJECTS 4 INCHES.
 RD1277
 RD1277                          STATION RECOVERY (2006)
 RD1277
 RD1277'RECOVERY NOTE BY COAST SURVEYING INCORPORATED 2006 (CC)
 RD1277'MARK IS 227 FEET NORTH OF HIGHWAY CENTERLINE AND 190 FEET NORTH OF THE
 RD1277'GUARDRAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0902 ***********************************************************************
 QB0902  DESIGNATION -  D 273
 QB0902  PID         -  QB0902
 QB0902  STATE/COUNTY-  OR/BAKER
 QB0902  USGS QUAD   -  BAKER CITY (1994)
 QB0902
 QB0902                         *CURRENT SURVEY CONTROL
 QB0902  ___________________________________________________________________
 QB0902* NAD 83(1986)-  44 47 25.     (N)    117 49 10.     (W)     SCALED    
 QB0902* NAVD 88     -      1042.622  (meters)    3420.67   (feet)  ADJUSTED  
 QB0902  ___________________________________________________________________
 QB0902  GEOID HEIGHT-         -17.13  (meters)                     GEOID03
 QB0902  DYNAMIC HT  -        1042.279 (meters)    3419.54  (feet)  COMP
 QB0902  MODELED GRAV-     980,253.0   (mgal)                       NAVD 88
 QB0902
 QB0902  VERT ORDER  -  FIRST     CLASS II
 QB0902
 QB0902.The horizontal coordinates were scaled from a topographic map and have
 QB0902.an estimated accuracy of +/- 6 seconds.
 QB0902
 QB0902.The orthometric height was determined by differential leveling
 QB0902.and adjusted in June 1991.
 QB0902
 QB0902.The geoid height was determined by GEOID03.
 QB0902
 QB0902.The dynamic height is computed by dividing the NAVD 88
 QB0902.geopotential number by the normal gravity value computed on the
 QB0902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0902.degrees latitude (g = 980.6199 gals.).
 QB0902
 QB0902.The modeled gravity was interpolated from observed gravity values.
 QB0902
 QB0902;                    North         East    Units  Estimated Accuracy
 QB0902;SPC OR N     -   128,380.    2,712,070.      MT  (+/- 180 meters Scaled)
 QB0902
 QB0902                          SUPERSEDED SURVEY CONTROL
 QB0902
 QB0902  NGVD 29 (??/??/92) 1041.480  (m)         3416.92   (f) ADJ UNCH    1 2
 QB0902
 QB0902.Superseded values are not recommended for survey control.
 QB0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0902.See file dsdata.txt to determine how the superseded data were derived.
 QB0902
 QB0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK351599(NAD 83)
 QB0902_MARKER: DD = SURVEY DISK
 QB0902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0902_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0902_STAMPING: D 273 1941 RP 33+00 26.30
 QB0902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0902+STABILITY: SURFACE MOTION
 QB0902
 QB0902  HISTORY     - Date     Condition        Report By
 QB0902  HISTORY     - 1941     MONUMENTED       ORDT
 QB0902  HISTORY     - 1941     GOOD             NGS
 QB0902  HISTORY     - 1946     GOOD             NGS
 QB0902
 QB0902                          STATION DESCRIPTION
 QB0902
 QB0902'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QB0902'1.2 MI N FROM BAKER.
 QB0902'ABOUT 1.2 MILES NORTH ALONG THE BAKER-HOMESTEAD HIGHWAY (OREGON 86)
 QB0902'FROM THE INTERSECTION OF BROADWAY AND MAIN STREET AT BAKER, BAKER
 QB0902'COUNTY, ABOUT 0.05 MILE NORTH OF H STREET, 24 FEET EAST OF THE CENTER
 QB0902'LINE OF THE HIGHWAY, 2 FEET WEST OF THE EAST FENCE LINE, ACROSS THE
 QB0902'HIGHWAY FROM BENCH MARK C 273 (O.S.H.D.), DESCRIBED BELOW, AND NEAR A
 QB0902'WHITE WOODEN WITNESS POST.  AN OREGON STATE HIGHWAY DEPARTMENT
 QB0902'STANDARD TRIANGULATION-STATION DISK, STAMPED D 273 1941 RP 33+00 26.30
 QB0902'AND SET IN THE TOP OF A CONCRETE POST.
 QB0902
 QB0902                          STATION RECOVERY (1946)
 QB0902
 QB0902'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 QB0902'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1170 ***********************************************************************
 RD1170  DESIGNATION -  D 274
 RD1170  PID         -  RD1170
 RD1170  STATE/COUNTY-  OR/CLATSOP
 RD1170  USGS QUAD   -  NECANICUM JUNCTION (1985)
 RD1170
 RD1170                         *CURRENT SURVEY CONTROL
 RD1170  ___________________________________________________________________
 RD1170* NAD 83(1986)-  45 54 27.     (N)    123 48 18.     (W)     SCALED    
 RD1170* NAVD 88     -        94.383  (meters)     309.65   (feet)  ADJUSTED  
 RD1170  ___________________________________________________________________
 RD1170  GEOID HEIGHT-         -22.29  (meters)                     GEOID03
 RD1170  DYNAMIC HT  -          94.391 (meters)     309.68  (feet)  COMP
 RD1170  MODELED GRAV-     980,702.8   (mgal)                       NAVD 88
 RD1170
 RD1170  VERT ORDER  -  FIRST     CLASS II
 RD1170
 RD1170.The horizontal coordinates were scaled from a topographic map and have
 RD1170.an estimated accuracy of +/- 6 seconds.
 RD1170
 RD1170.The orthometric height was determined by differential leveling
 RD1170.and adjusted in June 1991.
 RD1170
 RD1170.The geoid height was determined by GEOID03.
 RD1170
 RD1170.The dynamic height is computed by dividing the NAVD 88
 RD1170.geopotential number by the normal gravity value computed on the
 RD1170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1170.degrees latitude (g = 980.6199 gals.).
 RD1170
 RD1170.The modeled gravity was interpolated from observed gravity values.
 RD1170
 RD1170;                    North         East    Units  Estimated Accuracy
 RD1170;SPC OR N     -   254,260.    2,243,640.      MT  (+/- 180 meters Scaled)
 RD1170
 RD1170                          SUPERSEDED SURVEY CONTROL
 RD1170
 RD1170  NGVD 29 (??/??/92)   93.281  (m)          306.04   (f) ADJ UNCH    1 2
 RD1170
 RD1170.Superseded values are not recommended for survey control.
 RD1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1170.See file dsdata.txt to determine how the superseded data were derived.
 RD1170
 RD1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR375840(NAD 83)
 RD1170_MARKER: DD = SURVEY DISK
 RD1170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD1170_SP_SET: CONCRETE POST
 RD1170_STAMPING: D 274 1940
 RD1170_MARK LOGO: ORHD  
 RD1170_PROJECTION: FLUSH
 RD1170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD1170+STABILITY: SURFACE MOTION
 RD1170
 RD1170  HISTORY     - Date     Condition        Report By
 RD1170  HISTORY     - 1940     MONUMENTED       ORHD
 RD1170  HISTORY     - 1965     GOOD             NGS
 RD1170  HISTORY     - 1984     GOOD             USPSQD
 RD1170  HISTORY     - 1987     GOOD             USPSQD
 RD1170  HISTORY     - 1987     GOOD             USPSQD
 RD1170  HISTORY     - 1987     GOOD             NGS
 RD1170
 RD1170                          STATION DESCRIPTION
 RD1170
 RD1170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 RD1170'11.6 MI SE FROM SEASIDE.
 RD1170'11.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 26 FROM THE SEASIDE UNION HIGH
 RD1170'SCHOOL, 0.15 MILE EAST OF MILE POST NO. 7, 400 FEET EAST OF THE BRIDGE
 RD1170'OVER THE NORTH FORK NECANICUM RIVER AT THE EAST EDGE OF THE LAWN AT
 RD1170'THE TROUT HATCHERY, 38 FEET NORTH OF THE CENTER OF THE HIGHWAY, 9 FEET
 RD1170'SOUTHEAST OF A MAPLE TREE WITH A MULTIPLE TRUNK AND 1 FOOT SOUTH OF A
 RD1170'WITNESS POST SET IN A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 RD1170'FLUSH.
 RD1170
 RD1170                          STATION RECOVERY (1984)
 RD1170
 RD1170'RECOVERY NOTE BY US POWER SQUADRON 1984
 RD1170'CHANGE DESC: FISH HATCHERY NO LONGER IN OPERATION, SUNSET HIGHWAY IS
 RD1170'NOW U.S. 26.
 RD1170
 RD1170                          STATION RECOVERY (1987)
 RD1170
 RD1170'RECOVERY NOTE BY US POWER SQUADRON 1987 (KRN)
 RD1170'RECOVERED IN GOOD CONDITION.
 RD1170
 RD1170                          STATION RECOVERY (1987)
 RD1170
 RD1170'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWE)
 RD1170'RECOVERED IN GOOD CONDITION.
 RD1170
 RD1170                          STATION RECOVERY (1987)
 RD1170
 RD1170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD1170'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  6.2 KM (3.85
 RD1170'MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM ITS JUNCTION WITH BROADWAY
 RD1170'AVENUE IN SEASIDE, THENCE 11.6 KM (7.20 MI) SOUTHEASTERLY ALONG U.S.
 RD1170'HIGHWAY 26, 11.5 M (37.7 FT) NORTH-NORTHWEST OF THE CENTERLINE OF THE
 RD1170'HIGHWAY, 6.4 M (21.0 FT) EAST OF THE CENTER OF A DRIVEWAY LEADING
 RD1170'NORTH TO A MOBILE HOME, 3.6 M (11.8 FT) NORTHWEST OF A UTILITY POLE,
 RD1170'AND 0.4 M (1.3 FT) SOUTH OF A 4 BY 4-INCH WOODEN WITNESS POST.
 RD1170'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 RD1170'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0443 ***********************************************************************
 PA0443  DESIGNATION -  D 276
 PA0443  PID         -  PA0443
 PA0443  STATE/COUNTY-  OR/HARNEY
 PA0443  USGS QUAD   -  SUNTEX (1981)
 PA0443
 PA0443                         *CURRENT SURVEY CONTROL
 PA0443  ___________________________________________________________________
 PA0443* NAD 83(1986)-  43 32 12.     (N)    119 44 17.     (W)     SCALED    
 PA0443* NAVD 88     -      1337.029  (meters)    4386.57   (feet)  ADJUSTED  
 PA0443  ___________________________________________________________________
 PA0443  GEOID HEIGHT-         -19.47  (meters)                     GEOID03
 PA0443  DYNAMIC HT  -        1336.359 (meters)    4384.37  (feet)  COMP
 PA0443  MODELED GRAV-     980,071.4   (mgal)                       NAVD 88
 PA0443
 PA0443  VERT ORDER  -  FIRST     CLASS II
 PA0443
 PA0443.The horizontal coordinates were scaled from a topographic map and have
 PA0443.an estimated accuracy of +/- 6 seconds.
 PA0443
 PA0443.The orthometric height was determined by differential leveling
 PA0443.and adjusted in June 1991.
 PA0443
 PA0443.The geoid height was determined by GEOID03.
 PA0443
 PA0443.The dynamic height is computed by dividing the NAVD 88
 PA0443.geopotential number by the normal gravity value computed on the
 PA0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0443.degrees latitude (g = 980.6199 gals.).
 PA0443
 PA0443.The modeled gravity was interpolated from observed gravity values.
 PA0443
 PA0443;                    North         East    Units  Estimated Accuracy
 PA0443;SPC OR S     -   208,010.    1,561,580.      MT  (+/- 180 meters Scaled)
 PA0443
 PA0443                          SUPERSEDED SURVEY CONTROL
 PA0443
 PA0443  NGVD 29 (??/??/92) 1335.806  (m)         4382.56   (f) ADJ UNCH    1 2
 PA0443
 PA0443.Superseded values are not recommended for survey control.
 PA0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0443.See file dsdata.txt to determine how the superseded data were derived.
 PA0443
 PA0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKJ787240(NAD 83)
 PA0443_MARKER: DD = SURVEY DISK
 PA0443_SETTING: 66 = SET IN ROCK OUTCROP
 PA0443_SP_SET: ROCK
 PA0443_STAMPING: D 276 1938
 PA0443_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PA0443+STABILITY: POSITION/ELEVATION WELL
 PA0443
 PA0443  HISTORY     - Date     Condition        Report By
 PA0443  HISTORY     - 1938     MONUMENTED       CGS
 PA0443
 PA0443                          STATION DESCRIPTION
 PA0443
 PA0443'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 PA0443'1.6 MI E FROM GAP RANCH.
 PA0443'1.6 MILES EAST ALONG THE CENTRAL OREGON HIGHWAY (U.S. 20) FROM GAP
 PA0443'RANCH, HARNEY COUNTY, 0.1 MILE SOUTHEAST OF MILEPOST 93, ABOUT 500
 PA0443'FEET SOUTH OF THE PRESENT HIGHWAY, 60 FEET NORTHEAST OF THE NORTHEAST
 PA0443'EDGE OF THE CLEARED RIGHT-OF-WAY OF THE FORMER HIGHWAY LOCATION, IN
 PA0443'THE TOP OF A ROCK, AND 2 FEET WEST OF A WHITE WOODEN WITNESS POST. AN
 PA0443'OREGON STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED D 276 1938.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0543 ***********************************************************************
 NY0543  DESIGNATION -  D 277
 NY0543  PID         -  NY0543
 NY0543  STATE/COUNTY-  OR/KLAMATH
 NY0543  USGS QUAD   -  CHILOQUIN (1988)
 NY0543
 NY0543                         *CURRENT SURVEY CONTROL
 NY0543  ___________________________________________________________________
 NY0543* NAD 83(1986)-  42 35 47.     (N)    121 49 04.     (W)     SCALED    
 NY0543* NAVD 88     -      1307.227  (meters)    4288.79   (feet)  ADJUSTED  
 NY0543  ___________________________________________________________________
 NY0543  GEOID HEIGHT-         -22.27  (meters)                     GEOID03
 NY0543  DYNAMIC HT  -        1306.473 (meters)    4286.32  (feet)  COMP
 NY0543  MODELED GRAV-     979,998.7   (mgal)                       NAVD 88
 NY0543
 NY0543  VERT ORDER  -  SECOND    CLASS 0
 NY0543
 NY0543.The horizontal coordinates were scaled from a topographic map and have
 NY0543.an estimated accuracy of +/- 6 seconds.
 NY0543
 NY0543.The orthometric height was determined by differential leveling
 NY0543.and adjusted in June 1991.
 NY0543
 NY0543.The geoid height was determined by GEOID03.
 NY0543
 NY0543.The dynamic height is computed by dividing the NAVD 88
 NY0543.geopotential number by the normal gravity value computed on the
 NY0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0543.degrees latitude (g = 980.6199 gals.).
 NY0543
 NY0543.The modeled gravity was interpolated from observed gravity values.
 NY0543
 NY0543;                    North         East    Units  Estimated Accuracy
 NY0543;SPC OR S     -   104,130.    1,391,860.      MT  (+/- 180 meters Scaled)
 NY0543
 NY0543                          SUPERSEDED SURVEY CONTROL
 NY0543
 NY0543  NGVD 29 (??/??/92) 1306.088  (m)         4285.06   (f) ADJ UNCH    2 0
 NY0543
 NY0543.Superseded values are not recommended for survey control.
 NY0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0543.See file dsdata.txt to determine how the superseded data were derived.
 NY0543
 NY0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN969166(NAD 83)
 NY0543_MARKER: DD = SURVEY DISK
 NY0543_SETTING: 80 = SET IN A BOULDER
 NY0543_SP_SET: BOULDER
 NY0543_STAMPING: 4285 D 277 1934
 NY0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0543+STABILITY: SURFACE MOTION
 NY0543
 NY0543  HISTORY     - Date     Condition        Report By
 NY0543  HISTORY     - 1934     MONUMENTED       ORGS
 NY0543
 NY0543                          STATION DESCRIPTION
 NY0543
 NY0543'DESCRIBED BY OREGON GEODETIC SURVEY 1934
 NY0543'2.8 MI NE FROM CHILOQUIN.
 NY0543'ABOUT 2.8 MILES NORTHEAST ALONG THE SPRAGUE RIVER ROAD FROM THE
 NY0543'SOUTHERN PACIFIC CO. RAILROAD STATION AT CHILOQUIN, KLAMATH COUNTY,
 NY0543'ABOUT 0.3 MILE NORTH OF A LARGE ROCK FORMATION WEST OF THE ROAD, 71
 NY0543'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, ABOUT 34 FEET HIGHER
 NY0543'THAN THE ROAD, IN THE TOP OF A BOULDER ON A HIGH BANK, AND 2 FEET
 NY0543'SOUTHWEST OF A WHITE WOODEN WITNESS POST.  A STATE SURVEY STANDARD
 NY0543'DISK, STAMPED 4285 D 277 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0739 ***********************************************************************
 RD0739  DESIGNATION -  D 283
 RD0739  PID         -  RD0739
 RD0739  STATE/COUNTY-  OR/TILLAMOOK
 RD0739  USGS QUAD   -  JORDAN CREEK (1984)
 RD0739
 RD0739                         *CURRENT SURVEY CONTROL
 RD0739  ___________________________________________________________________
 RD0739* NAD 83(1986)-  45 35 11.     (N)    123 33 16.     (W)     SCALED    
 RD0739* NAVD 88     -       161.806  (meters)     530.86   (feet)  ADJUSTED  
 RD0739  ___________________________________________________________________
 RD0739  GEOID HEIGHT-         -20.69  (meters)                     GEOID03
 RD0739  DYNAMIC HT  -         161.819 (meters)     530.90  (feet)  COMP
 RD0739  MODELED GRAV-     980,690.9   (mgal)                       NAVD 88
 RD0739
 RD0739  VERT ORDER  -  SECOND    CLASS 0
 RD0739
 RD0739.The horizontal coordinates were scaled from a topographic map and have
 RD0739.an estimated accuracy of +/- 6 seconds.
 RD0739
 RD0739.The orthometric height was determined by differential leveling
 RD0739.and adjusted in June 1991.
 RD0739
 RD0739.The geoid height was determined by GEOID03.
 RD0739
 RD0739.The dynamic height is computed by dividing the NAVD 88
 RD0739.geopotential number by the normal gravity value computed on the
 RD0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0739.degrees latitude (g = 980.6199 gals.).
 RD0739
 RD0739.The modeled gravity was interpolated from observed gravity values.
 RD0739
 RD0739;                    North         East    Units  Estimated Accuracy
 RD0739;SPC OR N     -   217,830.    2,261,710.      MT  (+/- 180 meters Scaled)
 RD0739
 RD0739                          SUPERSEDED SURVEY CONTROL
 RD0739
 RD0739  NGVD 29 (??/??/92)  160.750  (m)          527.39   (f) ADJ UNCH    2 0
 RD0739
 RD0739.Superseded values are not recommended for survey control.
 RD0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0739.See file dsdata.txt to determine how the superseded data were derived.
 RD0739
 RD0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR567482(NAD 83)
 RD0739_MARKER: DD = SURVEY DISK
 RD0739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0739_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0739_STAMPING: D 283 1939
 RD0739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0739+STABILITY: SURFACE MOTION
 RD0739
 RD0739  HISTORY     - Date     Condition        Report By
 RD0739  HISTORY     - 1939     MONUMENTED       ORDT
 RD0739  HISTORY     - 1962     GOOD             NGS
 RD0739  HISTORY     - 19921025 MARK NOT FOUND   USPSQD
 RD0739
 RD0739                          STATION DESCRIPTION
 RD0739
 RD0739'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RD0739'16.2 MI SW FROM GLENWOOD.
 RD0739'REACHED FROM THE POST OFFICE AT GLENWOOD BY GOING SOUTHWEST ALONG
 RD0739'STATE HIGHWAY 6 FOR 16.2 MILES, THIS IS 1.1 MILE SOUTHWEST OF LEES
 RD0739'CAMP STORE, 40 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY AND 4 FEET
 RD0739'LOWER, 41 FEET SOUTHEAST OF THE SOUTH END OF AN 18-INCH TUBE CULVERT,
 RD0739'ABOUT 100 YARDS WEST OF A T-ROAD NORTH FORK ROAD, AND 0.5 FOOT NORTH
 RD0739'OF A METAL WITNESS POST.
 RD0739
 RD0739                          STATION RECOVERY (1992)
 RD0739
 RD0739'RECOVERY NOTE BY US POWER SQUADRON 1992 (KRN)
 RD0739'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0271 ***********************************************************************
 NY0271  DESIGNATION -  D 288
 NY0271  PID         -  NY0271
 NY0271  STATE/COUNTY-  OR/KLAMATH
 NY0271  USGS QUAD   -  YONNA (1988)
 NY0271
 NY0271                         *CURRENT SURVEY CONTROL
 NY0271  ___________________________________________________________________
 NY0271* NAD 83(1991)-  42 20 06.16280(N)    121 24 00.47910(W)     ADJUSTED  
 NY0271* NAVD 88     -      1497.285  (meters)    4912.34   (feet)  ADJUSTED  
 NY0271  ___________________________________________________________________
 NY0271  LAPLACE CORR-           4.08  (seconds)                    DEFLEC99
 NY0271  GEOID HEIGHT-         -21.95  (meters)                     GEOID03
 NY0271  DYNAMIC HT  -        1496.353 (meters)    4909.28  (feet)  COMP
 NY0271  MODELED GRAV-     979,945.5   (mgal)                       NAVD 88
 NY0271
 NY0271  HORZ ORDER  -  SECOND
 NY0271  VERT ORDER  -  FIRST     CLASS II
 NY0271
 NY0271.The horizontal coordinates were established by classical geodetic methods
 NY0271.and adjusted by the National Geodetic Survey in October 1991.
 NY0271
 NY0271.The orthometric height was determined by differential leveling
 NY0271.and adjusted in June 1991.
 NY0271
 NY0271.The Laplace correction was computed from DEFLEC99 derived deflections.
 NY0271
 NY0271.The geoid height was determined by GEOID03.
 NY0271
 NY0271.The dynamic height is computed by dividing the NAVD 88
 NY0271.geopotential number by the normal gravity value computed on the
 NY0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0271.degrees latitude (g = 980.6199 gals.).
 NY0271
 NY0271.The modeled gravity was interpolated from observed gravity values.
 NY0271
 NY0271;                    North         East     Units Scale Factor Converg.
 NY0271;SPC OR S     -    74,645.535 1,425,817.237   MT  0.99999957   -0 36 57.0
 NY0271;SPC OR S     -   244,900.05  4,677,878.07   iFT  0.99999957   -0 36 57.0
 NY0271;UTM  10      - 4,688,216.443   631,801.480   MT  0.99981374   +1 04 39.4
 NY0271
 NY0271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NY0271!SPC OR S     -   0.99976867  x   0.99999957  =   0.99976824
 NY0271!UTM  10      -   0.99976867  x   0.99981374  =   0.99958245
 NY0271
 NY0271                          SUPERSEDED SURVEY CONTROL
 NY0271
 NY0271  NAD 83(1986)-  42 20 06.16633(N)    121 24 00.48249(W) AD(       ) 2
 NY0271  NAD 27      -  42 20 06.64200(N)    121 23 56.48300(W) AD(       ) 2
 NY0271  NGVD 29 (??/??/92) 1496.157  (m)         4908.64   (f) ADJ UNCH    1 2
 NY0271
 NY0271.Superseded values are not recommended for survey control.
 NY0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0271.See file dsdata.txt to determine how the superseded data were derived.
 NY0271
 NY0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM3180188216(NAD 83)
 NY0271_MARKER: DB = BENCH MARK DISK
 NY0271_SETTING: 66 = SET IN ROCK OUTCROP
 NY0271_SP_SET: OUTCROP
 NY0271_STAMPING: D 288 1934 4909
 NY0271_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NY0271+STABILITY: POSITION/ELEVATION WELL
 NY0271
 NY0271  HISTORY     - Date     Condition        Report By
 NY0271  HISTORY     - 1948     MONUMENTED       CGS
 NY0271  HISTORY     - 1942     GOOD             NGS
 NY0271  HISTORY     - 1968     GOOD             NGS
 NY0271  HISTORY     - 20040830 GOOD             ORDT
 NY0271
 NY0271                          STATION DESCRIPTION
 NY0271
 NY0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NY0271'SEE STATION MAY
 NY0271
 NY0271                          STATION RECOVERY (1942)
 NY0271
 NY0271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 NY0271'10.9 MI E FROM DAIRY.
 NY0271'10.9 MILES EAST OF POST OFFICE ALONG LAKEVIEW ROAD, 100 FEET SOUTH OF
 NY0271'SUMMIT OF HILL, 56 FEET WEST OF CENTER LINE OF ROAD.  WITNESS POST
 NY0271'SET.
 NY0271
 NY0271                          STATION RECOVERY (1968)
 NY0271
 NY0271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 NY0271'RECOVERED IN GOOD CONDITION.
 NY0271
 NY0271                          STATION RECOVERY (2004)
 NY0271
 NY0271'RECOVERY NOTE BY OREGON DEPARTMENT OF TRANSPORTATION 2004 (JW)
 NY0271'ALONG STATE HWY 140, 10.7 MILES NE FROM HIGHWAY JUNCTION IN DAIRY.
 NY0271'100 FT SOUTH OF CREST OF HILL, 66 FT WEST OF HIGHWAY CENTERLINE, 69 FT
 NY0271'NORTHERLY OF TRIANGULATION STATION 'MAY'.  SET IN ROCK LEDGE 6 INCHES
 NY0271'ABOVE GROUND. NO WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0472 ***********************************************************************
 RC0472  DESIGNATION -  D 290
 RC0472  PID         -  RC0472
 RC0472  STATE/COUNTY-  OR/WASCO
 RC0472  USGS QUAD   -  SHANIKO (1971)
 RC0472
 RC0472                         *CURRENT SURVEY CONTROL
 RC0472  ___________________________________________________________________
 RC0472* NAD 83(1986)-  45 03 50.     (N)    120 50 05.     (W)     SCALED    
 RC0472* NAVD 88     -       924.539  (meters)    3033.26   (feet)  POSTED    
 RC0472  ___________________________________________________________________
 RC0472  GEOID HEIGHT-         -20.84  (meters)                     GEOID03
 RC0472  DYNAMIC HT  -         924.300 (meters)    3032.47  (feet)  COMP
 RC0472  MODELED GRAV-     980,331.6   (mgal)                       NAVD 88
 RC0472
 RC0472  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 RC0472
 RC0472.The horizontal coordinates were scaled from a topographic map and have
 RC0472.an estimated accuracy of +/- 6 seconds.
 RC0472
 RC0472.The orthometric height was determined by differential leveling
 RC0472.and adjusted by the  in 1992.
 RC0472.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 RC0472.rate of 2.1 thru 3.0 mm/km.
 RC0472
 RC0472.The geoid height was determined by GEOID03.
 RC0472
 RC0472.The dynamic height is computed by dividing the NAVD 88
 RC0472.geopotential number by the normal gravity value computed on the
 RC0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0472.degrees latitude (g = 980.6199 gals.).
 RC0472
 RC0472.The modeled gravity was interpolated from observed gravity values.
 RC0472
 RC0472;                    North         East    Units  Estimated Accuracy
 RC0472;SPC OR N     -   155,320.    2,473,640.      MT  (+/- 180 meters Scaled)
 RC0472
 RC0472                          SUPERSEDED SURVEY CONTROL
 RC0472
 RC0472  NGVD 29 (??/??/92)  923.399  (m)         3029.52   (f) ADJ UNCH    2 0
 RC0472
 RC0472.Superseded values are not recommended for survey control.
 RC0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0472.See file dsdata.txt to determine how the superseded data were derived.
 RC0472
 RC0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ704923(NAD 83)
 RC0472_MARKER: DD = SURVEY DISK
 RC0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC0472_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC0472_STAMPING: D 290 1934
 RC0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0472+STABILITY: SURFACE MOTION
 RC0472
 RC0472  HISTORY     - Date     Condition        Report By
 RC0472  HISTORY     - 1934     MONUMENTED       ORGS
 RC0472  HISTORY     - 1961     GOOD             NGS
 RC0472
 RC0472                          STATION DESCRIPTION
 RC0472
 RC0472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RC0472'6.7 MI NW FROM SHANIKO.
 RC0472'FROM THE POST OFFICE AT SHANIKO GO WEST ON U.S. HIGHWAY 97 FOR 1.5
 RC0472'MILES, TURN RIGHT GO NORTHWEST ON THE BAKEOVEN ROAD FOR 5.2 MILES TO
 RC0472'JUST BEFORE REACHING A SHARP CURVE, 17 FEET SOUTH OF THE HEAD WALL OF
 RC0472'A MASONRY CULVERT, ABOUT 30 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 RC0472'ABOUT 1 FOOT EAST OF A METAL WITNESS POST, PROJECTING ABOUT 3-INCHES
 RC0472'ABOVE GROUND AND ABOUT 1-FOOT HIGHER THAN THE SURFACE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0292 ***********************************************************************
 QD0292  DESIGNATION -  D 294
 QD0292  PID         -  QD0292
 QD0292  STATE/COUNTY-  OR/CROOK
 QD0292  USGS QUAD   -  POWELL BUTTES (1988)
 QD0292
 QD0292                         *CURRENT SURVEY CONTROL
 QD0292  ___________________________________________________________________
 QD0292* NAD 83(1986)-  44 11 51.     (N)    120 52 43.     (W)     SCALED    
 QD0292* NAVD 88     -       897.837  (meters)    2945.65   (feet)  ADJUSTED  
 QD0292  ___________________________________________________________________
 QD0292  GEOID HEIGHT-         -20.53  (meters)                     GEOID03
 QD0292  DYNAMIC HT  -         897.522 (meters)    2944.62  (feet)  COMP
 QD0292  MODELED GRAV-     980,237.7   (mgal)                       NAVD 88
 QD0292
 QD0292  VERT ORDER  -  SECOND    CLASS 0
 QD0292
 QD0292.The horizontal coordinates were scaled from a topographic map and have
 QD0292.an estimated accuracy of +/- 6 seconds.
 QD0292
 QD0292.The orthometric height was determined by differential leveling
 QD0292.and adjusted in June 1991.
 QD0292
 QD0292.The geoid height was determined by GEOID03.
 QD0292
 QD0292.The dynamic height is computed by dividing the NAVD 88
 QD0292.geopotential number by the normal gravity value computed on the
 QD0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0292.degrees latitude (g = 980.6199 gals.).
 QD0292
 QD0292.The modeled gravity was interpolated from observed gravity values.
 QD0292
 QD0292;                    North         East    Units  Estimated Accuracy
 QD0292;SPC OR S     -   281,220.    1,469,730.      MT  (+/- 180 meters Scaled)
 QD0292
 QD0292                          SUPERSEDED SURVEY CONTROL
 QD0292
 QD0292  NGVD 29 (??/??/92)  896.710  (m)         2941.96   (f) ADJ UNCH    2 0
 QD0292
 QD0292.Superseded values are not recommended for survey control.
 QD0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0292.See file dsdata.txt to determine how the superseded data were derived.
 QD0292
 QD0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP695959(NAD 83)
 QD0292_MARKER: DB = BENCH MARK DISK
 QD0292_SETTING: 66 = SET IN ROCK OUTCROP
 QD0292_SP_SET: ROCK OUTCROP
 QD0292_STAMPING: D-294 2942 1934
 QD0292_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QD0292+STABILITY: POSITION/ELEVATION WELL
 QD0292
 QD0292  HISTORY     - Date     Condition        Report By
 QD0292  HISTORY     - 1934     MONUMENTED       CGS
 QD0292  HISTORY     - 1936     GOOD             NGS
 QD0292  HISTORY     - 1986     GOOD             USPSQD
 QD0292  HISTORY     - 19860501 GOOD             USGS
 QD0292
 QD0292                          STATION DESCRIPTION
 QD0292
 QD0292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 QD0292'8.2 MI S FROM PRINEVILLE.
 QD0292'8.2 MILES SOUTH OF CROOK COUNTY COURTHOUSE AT PRINEVILLE.  SET ON TOP
 QD0292'OF LARGE ROCK OUTCROP HAVING A VERTICAL FACE.  45 FEET SOUTHEAST OF 18
 QD0292'INCH JUNIPER TREE WITH A 9 FOOT LAVA BOULDER ADJACENT THERE TO. 40
 QD0292'FEET EAST OF CENTER LINE OF STATE HIGHWAY 27.  12 FEET ABOVE LEVEL OF
 QD0292'HIGHWAY.  ON INSIDE OF CURVE WHERE HIGHWAY FOLLOWS CLOSE TO EAST SLOPE
 QD0292'OF CANYON.  U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY BRONZE
 QD0292'DISK.
 QD0292
 QD0292                          STATION RECOVERY (1986)
 QD0292
 QD0292'RECOVERY NOTE BY US POWER SQUADRON 1986 (DEK)
 QD0292'RECOVERED IN GOOD CONDITION.
 QD0292
 QD0292                          STATION RECOVERY (1986)
 QD0292
 QD0292'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (DEK)
 QD0292'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0445 ***********************************************************************
 RC0445  DESIGNATION -  D 297
 RC0445  PID         -  RC0445
 RC0445  STATE/COUNTY-  OR/WASCO
 RC0445  USGS QUAD   -  MACKEN CANYON (1970)
 RC0445
 RC0445                         *CURRENT SURVEY CONTROL
 RC0445  ___________________________________________________________________
 RC0445* NAD 83(1986)-  45 03 41.     (N)    120 40 54.     (W)     SCALED    
 RC0445* NAVD 88     -       908.951  (meters)    2982.12   (feet)  ADJUSTED  
 RC0445  ___________________________________________________________________
 RC0445  GEOID HEIGHT-         -20.64  (meters)                     GEOID03
 RC0445  DYNAMIC HT  -         908.747 (meters)    2981.45  (feet)  COMP
 RC0445  MODELED GRAV-     980,360.8   (mgal)                       NAVD 88
 RC0445
 RC0445  VERT ORDER  -  FIRST     CLASS II
 RC0445
 RC0445.The horizontal coordinates were scaled from a topographic map and have
 RC0445.an estimated accuracy of +/- 6 seconds.
 RC0445
 RC0445.The orthometric height was determined by differential leveling
 RC0445.and adjusted in June 1991.
 RC0445
 RC0445.The geoid height was determined by GEOID03.
 RC0445
 RC0445.The dynamic height is computed by dividing the NAVD 88
 RC0445.geopotential number by the normal gravity value computed on the
 RC0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0445.degrees latitude (g = 980.6199 gals.).
 RC0445
 RC0445.The modeled gravity was interpolated from observed gravity values.
 RC0445
 RC0445;                    North         East    Units  Estimated Accuracy
 RC0445;SPC OR N     -   155,000.    2,485,690.      MT  (+/- 180 meters Scaled)
 RC0445
 RC0445                          SUPERSEDED SURVEY CONTROL
 RC0445
 RC0445  NGVD 29 (??/??/92)  907.850  (m)         2978.50   (f) ADJ UNCH    1 2
 RC0445
 RC0445.Superseded values are not recommended for survey control.
 RC0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0445.See file dsdata.txt to determine how the superseded data were derived.
 RC0445
 RC0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ825923(NAD 83)
 RC0445_MARKER: DB = BENCH MARK DISK
 RC0445_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RC0445_SP_SET: HEADWALL
 RC0445_STAMPING: D 297 1934
 RC0445_MARK LOGO: CGS   
 RC0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0445+STABILITY: SURFACE MOTION
 RC0445
 RC0445  HISTORY     - Date     Condition        Report By
 RC0445  HISTORY     - 1934     MONUMENTED       CGS
 RC0445  HISTORY     - 1937     GOOD             NGS
 RC0445  HISTORY     - 1961     GOOD             NGS
 RC0445  HISTORY     - 1987     GOOD             NGS
 RC0445
 RC0445                          STATION DESCRIPTION
 RC0445
 RC0445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 RC0445'7.4 MI NE FROM SHANIKO.
 RC0445'7.4 MILES NORTHEAST OF O.W. RR. AND N. CO. STATION AT SHANIKO ALONG
 RC0445'RIGHT OF WAY OF U.S. HIGHWAY 97 (SHERMAN HIGHWAY), 0.4 MILE NORTH AND
 RC0445'0.2 MILE ALONG RAILROAD AND PRIVATE ROAD FROM RAILWAY MILE POST 63,
 RC0445'0.1 MILE NORTH OF PRIVATE ROAD LEADING EAST TO RAILROAD TRACK, SET ON
 RC0445'NORTH END OF EAST CONCRETE HEADWALL OF HIGHWAY CULVERT.
 RC0445
 RC0445                          STATION RECOVERY (1961)
 RC0445
 RC0445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 RC0445'RECOVERED IN GOOD CONDITION.
 RC0445
 RC0445                          STATION RECOVERY (1987)
 RC0445
 RC0445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RC0445'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  9.7 KM
 RC0445'(6.05 MI) NORTH ALONG US HIGHWAY 97 FROM THE JUNCTION OF STATE HIGHWAY
 RC0445'218 IN SHANIKO, 0.27 M (0.9 FT) SOUTH OF THE NORTH END OF THE EAST
 RC0445'CONCRETE HEADWALL OF A CULVERT.
 RC0445'THE MARK IS 0.18 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0428 ***********************************************************************
 RB0428  DESIGNATION -  D 299
 RB0428  PID         -  RB0428
 RB0428  STATE/COUNTY-  OR/UMATILLA
 RB0428  USGS QUAD   -  CAYUSE (1966)
 RB0428
 RB0428                         *CURRENT SURVEY CONTROL
 RB0428  ___________________________________________________________________
 RB0428* NAD 83(1986)-  45 41 02.     (N)    118 32 20.     (W)     SCALED    
 RB0428* NAVD 88     -       447.009  (meters)    1466.56   (feet)  ADJUSTED  
 RB0428  ___________________________________________________________________
 RB0428  GEOID HEIGHT-         -20.15  (meters)                     GEOID03
 RB0428  DYNAMIC HT  -         446.940 (meters)    1466.34  (feet)  COMP
 RB0428  MODELED GRAV-     980,449.4   (mgal)                       NAVD 88
 RB0428
 RB0428  VERT ORDER  -  FIRST     CLASS II
 RB0428
 RB0428.The horizontal coordinates were scaled from a topographic map and have
 RB0428.an estimated accuracy of +/- 6 seconds.
 RB0428
 RB0428.The orthometric height was determined by differential leveling
 RB0428.and adjusted in June 1991.
 RB0428
 RB0428.The geoid height was determined by GEOID03.
 RB0428
 RB0428.The dynamic height is computed by dividing the NAVD 88
 RB0428.geopotential number by the normal gravity value computed on the
 RB0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0428.degrees latitude (g = 980.6199 gals.).
 RB0428
 RB0428.The modeled gravity was interpolated from observed gravity values.
 RB0428
 RB0428;                    North         East    Units  Estimated Accuracy
 RB0428;SPC OR N     -   226,020.    2,652,750.      MT  (+/- 180 meters Scaled)
 RB0428
 RB0428                          SUPERSEDED SURVEY CONTROL
 RB0428
 RB0428  NGVD 29 (??/??/92)  445.979  (m)         1463.18   (f) ADJ UNCH    1 2
 RB0428
 RB0428.Superseded values are not recommended for survey control.
 RB0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0428.See file dsdata.txt to determine how the superseded data were derived.
 RB0428
 RB0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL801600(NAD 83)
 RB0428_MARKER: DD = SURVEY DISK
 RB0428_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RB0428_SP_SET: CULVERT
 RB0428_STAMPING: D 299 1463 1934
 RB0428_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RB0428
 RB0428  HISTORY     - Date     Condition        Report By
 RB0428  HISTORY     - 1934     MONUMENTED       ORGS
 RB0428  HISTORY     - 1951     GOOD             NGS
 RB0428
 RB0428                          STATION DESCRIPTION
 RB0428
 RB0428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 RB0428'1.3 MI E FROM CAYUSE.
 RB0428'1.3 MILES EAST ALONG THE UNION PACIFIC RAILROAD TRACK FROM THE SIGN
 RB0428'BOARD AND SECTION HOUSE IN CAYUSE, AT CONCRETE CULVERT NUMBER 228.34
 RB0428'AND SET IN TOP OF THE NORTHWEST CONCRETE HEADWALL AT THE SOUTHWEST
 RB0428'END, 24.6 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE U. P. R. R.
 RB0428'TRACK, 17.6 FEET NORTHWEST OF THE RAILROAD ELECTRIC FENCE (2 WIRES), 2
 RB0428'FEET NORTHEAST OF THE SOUTHWEST END OF THE CONCRETE HEADWALL, AND
 RB0428'ABOUT 10 FEET LOWER THAN TOP OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0232 ***********************************************************************
 RB0232  DESIGNATION -  D 3
 RB0232  PID         -  RB0232
 RB0232  STATE/COUNTY-  OR/UNION
 RB0232  USGS QUAD   -  LA GRANDE (1994)
 RB0232
 RB0232                         *CURRENT SURVEY CONTROL
 RB0232  ___________________________________________________________________
 RB0232* NAD 83(1986)-  45 18 19.     (N)    118 03 19.     (W)     SCALED    
 RB0232* NAVD 88     -       833.539  (meters)    2734.70   (feet)  ADJUSTED  
 RB0232  ___________________________________________________________________
 RB0232  GEOID HEIGHT-         -17.74  (meters)                     GEOID03
 RB0232  DYNAMIC HT  -         833.339 (meters)    2734.05  (feet)  COMP
 RB0232  MODELED GRAV-     980,349.6   (mgal)                       NAVD 88
 RB0232
 RB0232  VERT ORDER  -  FIRST     CLASS II
 RB0232
 RB0232.The horizontal coordinates were scaled from a topographic map and have
 RB0232.an estimated accuracy of +/- 6 seconds.
 RB0232
 RB0232.The orthometric height was determined by differential leveling
 RB0232.and adjusted in June 1991.
 RB0232
 RB0232.The geoid height was determined by GEOID03.
 RB0232
 RB0232.The dynamic height is computed by dividing the NAVD 88
 RB0232.geopotential number by the normal gravity value computed on the
 RB0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0232.degrees latitude (g = 980.6199 gals.).
 RB0232
 RB0232.The modeled gravity was interpolated from observed gravity values.
 RB0232
 RB0232;                    North         East    Units  Estimated Accuracy
 RB0232;SPC OR N     -   184,990.    2,691,680.      MT  (+/- 180 meters Scaled)
 RB0232
 RB0232                          SUPERSEDED SURVEY CONTROL
 RB0232
 RB0232  NGVD 29 (??/??/92)  832.45   (m)         2731.1    (f) COMPUTED    1 2
 RB0232
 RB0232.Superseded values are not recommended for survey control.
 RB0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0232.See file dsdata.txt to determine how the superseded data were derived.
 RB0232
 RB0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML172174(NAD 83)
 RB0232_MARKER: P = PIPE CAP
 RB0232_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RB0232_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RB0232_STAMPING: ELEV 2731.448 FT D 3 1904
 RB0232_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RB0232
 RB0232  HISTORY     - Date     Condition        Report By
 RB0232  HISTORY     - 1904     MONUMENTED       CGS
 RB0232  HISTORY     - 1935     GOOD             NGS
 RB0232
 RB0232                          STATION DESCRIPTION
 RB0232
 RB0232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 RB0232'2.5 MI SE FROM LAGRANDE.
 RB0232'2.5 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM LA GRANDE,
 RB0232'UNION COUNTY, AT MILEAGE 292.5, 140 FEET NORTHWEST OF A SEMAPHORE, 15
 RB0232'FEET WEST OF A FENCE AT A OFFSET IN IT, 45.5 FEET SOUTHWEST OF THE
 RB0232'TRACK CENTERLINE, 41 FEET NORTHEAST OF THE OREGON TRAIL HIGHWAY
 RB0232'CENTERLINE AT MILEAGE 290.1, 185 FEET NORTHWEST AND ACROSS THE HIGHWAY
 RB0232'FROM THE NORTHWEST END OF A DRIVEWAY.  A STANDARD CAP STAMPED ELEV
 RB0232'2731.448 FT D 3 1904 AND FASTENED TO A 3 1/2 INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1477 ***********************************************************************
 SC1477  DESIGNATION -  D 3 AUX
 SC1477  PID         -  SC1477
 SC1477  STATE/COUNTY-  OR/COLUMBIA
 SC1477  USGS QUAD   -  RAINIER (1990)
 SC1477
 SC1477                         *CURRENT SURVEY CONTROL
 SC1477  ___________________________________________________________________
 SC1477* NAD 83(1991)-  46 02 53.30445(N)    122 53 08.32991(W)     ADJUSTED  
 SC1477* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 SC1477  ___________________________________________________________________
 SC1477  LAPLACE CORR-          -3.36  (seconds)                    DEFLEC99
 SC1477  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 SC1477  HORZ ORDER  -  THIRD
 SC1477
 SC1477.The horizontal coordinates were established by classical geodetic methods
 SC1477.and adjusted by the National Geodetic Survey in October 1991.
 SC1477
 SC1477.The orthometric height was scaled from a topographic map.
 SC1477
 SC1477.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1477
 SC1477.The geoid height was determined by GEOID03.
 SC1477
 SC1477;                    North         East     Units Scale Factor Converg.
 SC1477;SPC OR N     -   267,371.537 2,315,384.734   MT  1.00001260   -1 41 30.7
 SC1477;SPC OR N     -   877,203.21  7,596,406.61   iFT  1.00001260   -1 41 30.7
 SC1477;SPC WA S     -    82,242.620   315,396.090   MT  0.99995822   -1 43 58.5
 SC1477;SPC WA S     -   269,824.33  1,034,762.01   sFT  0.99995822   -1 43 58.5
 SC1477;UTM  10      - 5,099,402.568   508,846.920   MT  0.99960096   +0 04 56.4
 SC1477
 SC1477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1477!SPC OR N     -   1.00000277  x   1.00001260  =   1.00001537
 SC1477!SPC WA S     -   1.00000277  x   0.99995822  =   0.99996099
 SC1477!UTM  10      -   1.00000277  x   0.99960096  =   0.99960373
 SC1477
 SC1477:                Primary Azimuth Mark                     Grid Az
 SC1477:SPC OR N     -  COTTONWOOD IS UPPER F RANGE LT           002 00 58.5
 SC1477:SPC WA S     -  COTTONWOOD IS UPPER F RANGE LT           002 03 26.3
 SC1477:UTM  10      -  COTTONWOOD IS UPPER F RANGE LT           000 14 31.4
 SC1477
 SC1477|---------------------------------------------------------------------|
 SC1477| PID    Reference Object                     Distance      Geod. Az  |
 SC1477|                                                           dddmmss.s |
 SC1477| SC1479 COTTONWOOD IS UPPER F RANGE LT      APPROX. 2.2 KM 0001927.8 |
 SC1477| SC1482 DIKE 42.4 WEST END DOLPHIN          APPROX. 2.0 KM 0045649.9 |
 SC1477| SC1484 COTTONWOOD IS LOWER R RNG LT        APPROX. 2.4 KM 0065112.8 |
 SC1477| SC1496 CLIMB                               APPROX. 3.9 KM 0091001.0 |
 SC1477| SC1486 CARROLLS LOWER DIKE DOLPHIN         APPROX. 1.8 KM 0113134.3 |
 SC1477| SC1490 DIKE 42.0 WEST END DOLPHIN          APPROX. 1.4 KM 0171915.3 |
 SC1477| SC1495 DOL                                 APPROX. 1.0 KM 0362703.0 |
 SC1477| SC1353 CARROLLS DIKE LIGHT DOLPHIN         APPROX. 1.2 KM 0450918.0 |
 SC1477| SC1349 CARROLLS UPPER DIKE DOLPHIN         APPROX. 1.2 KM 0530840.3 |
 SC1477| SC1330 DOBELBOWER UP DIKE LT DOLPHIN       APPROX. 0.8 KM 0721415.8 |
 SC1477| SC1334 4 SPIKES USE                        APPROX. 0.9 KM 1032731.1 |
 SC1477| SC1480 D 3 USE 1912                         21.983 METERS 13824     |
 SC1477| SC1339 KALAMA RIVER LIGHT                  APPROX. 1.9 KM 1530420.3 |
 SC1477| SC1367 GOBLE DOLPHIN USE                   APPROX. 3.7 KM 1580057.3 |
 SC1477| SC1481 CARR 1873                           324.512 METERS 16713     |
 SC1477| CE3053 D 3 AUX RM 1                         11.031 METERS 25409     |
 SC1477| CE3054 D 3 AUX RM 2                         17.585 METERS 31540     |
 SC1477| SC1441 GALLOWAY 2                          APPROX. 1.9 KM 3391644.5 |
 SC1477| SC1476 COTTONWOOD IS LOWER F RNG LT        APPROX. 2.6 KM 3590249.5 |
 SC1477|---------------------------------------------------------------------|
 SC1477
 SC1477                          SUPERSEDED SURVEY CONTROL
 SC1477
 SC1477  NAD 83(1986)-  46 02 53.32028(N)    122 53 08.32522(W) AD(       ) 3
 SC1477  NAD 27      -  46 02 53.91034(N)    122 53 03.93529(W) AD(       ) 3
 SC1477
 SC1477.Superseded values are not recommended for survey control.
 SC1477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1477.See file dsdata.txt to determine how the superseded data were derived.
 SC1477
 SC1477_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER0884799403(NAD 83)
 SC1477_MARKER: DD = SURVEY DISK
 SC1477_SETTING: 66 = SET IN ROCK OUTCROP
 SC1477
 SC1477  HISTORY     - Date     Condition        Report By
 SC1477  HISTORY     - 1937     MONUMENTED       CGS
 SC1477  HISTORY     - 1951     GOOD             CGS
 SC1477  HISTORY     - 1980     GOOD             NGS
 SC1477
 SC1477                          STATION DESCRIPTION
 SC1477
 SC1477'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (RWK)
 SC1477'STATION IS ABOUT 200 METERS S OF THE SOUTHERN LIMITS OF THE
 SC1477'CLARK AND WILSON LUMBER COMPANY PROPERTIES AT PRESCOTT, ON A
 SC1477'PROMINENT ROCK RISING FROM THE ROCKY POINT, ABOUT 15 FEET ABOVE
 SC1477'THE RIVER LEVEL.
 SC1477'
 SC1477'STATION IS MARKED, BY A STANDARD BRONZE
 SC1477'DISK, STAMPED D 3 USE AUX. 1937, SET IN CONCRETE IN OUTCROPPING
 SC1477'BEDROCK.
 SC1477'
 SC1477'REFERENCE MARKS ARE STANDARD BRONZE DISKS IN A BOULDER.
 SC1477
 SC1477                          STATION RECOVERY (1951)
 SC1477
 SC1477'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HGC)
 SC1477'STATION FOUND AS DESCRIBED AND IN GOOD CONDITION.
 SC1477
 SC1477                          STATION RECOVERY (1980)
 SC1477
 SC1477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 SC1477'THE STATION AND RM 2 WERE RECOVERED.  RM 1 WAS SEARCHED FOR BUT NOT
 SC1477'RECOVERED.  RM 3 WAS ESTABLISHED AT THIS TIME.
 SC1477'
 SC1477'THE STATION IS LOCATED ON THE WEST SIDE OF THE COLUMBIA RIVER, AT THE
 SC1477'SOUTHEAST SIDE OF THE COMMUNITY OF PRESCOTT.
 SC1477'
 SC1477'TO REACH THE STATION FROM THE INTERSECTION OF THE ROAD LEADING TO THE
 SC1477'TROJAN NECULEAR PLANT AND HIGHWAY 30, GO NORTH ON HIGHWAY 30 FOR 0.95
 SC1477'MILE TO A ROAD ON THE RIGHT, TURN RIGHT ON GRAHAM RD TOWARD PRESCOTT
 SC1477'AND GO 0.45 MILE TO A 5 ROAD INTERSECTION, TURN HALF LEFT ON DOANE
 SC1477'STREET AND GO 0.15 MILE TO A FORK, TURN RIGHT AND GO 0.05 MILE TO
 SC1477'CARTER RESIDENCE ON THE LEFT AND END OF TRUCK TRAVEL.  PACK TO HILL
 SC1477'ON NORTH SIDE OF RESIDENCE AND THE STATION.
 SC1477'
 SC1477'THE STATION IS A STANDARD US COAST AND GEODETIC SURVEY (NOW NOS) DISK
 SC1477'STAMPED---D 3 USE AUX 1937---SET INTO A ROCK OUTCROP 2 FEET HIGH BY
 SC1477'2 FEET WIDE AND 6 FEET LONG.  IT IS ABOUT 60 FEET ABOVE THE RIVER AND
 SC1477'ABOUT 2 FEET HIGHER THAN THE CARTER RESIDENCE.  IT IS LOCATED 6.1
 SC1477'METERS (20 FEET) NNE FROM THE NORTH GABLE OF THE CARTER RESIDENCE,
 SC1477'5.5 METERS (18 FEET) S FROM A WOODEN FENCE, AND 1.5 METERS (5 FEET)
 SC1477'ESE FROM A SMALL OAK TREE.
 SC1477'
 SC1477'REFERENCE MARK NO. 2 IS A STANDARD US COAST AND GEODETIC SURVEY
 SC1477'(NOW NOS) DISK STAMPED---NO 2---SET INTO ROCK OUTCROP LOCATED 8.5
 SC1477'METERS (28 FEET) WSW FROM A 3 FOOT IN DIAMETER MADRONA TREE, 1.2
 SC1477'METERS (4 FEET) S FROM THE SE CORNER OF A RESIDENCE, AND 0.3 METER
 SC1477'(1 FOOT) LOWER THAN THE STATION.
 SC1477'
 SC1477'REFERENCE MARK NO. 3 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 SC1477'STAMPED---D 3 USE AUX 1937 1980---SET INTO ROCK OUTCROP LOCATED 6.1
 SC1477'METERS (20 FEET) NW FROM THE NORTH GABLE OF HOUSE, 4.0 METERS (13
 SC1477'FEET) E FROM A FENCE, 1.5 METERS (5 FEET) N FROM THE EDGE OF BANK ON
 SC1477'NORTH SIDE OF HOUSE, AND 1.5 METERS (5 FEET) LOWER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0233 ***********************************************************************
 RB0233  DESIGNATION -  D 3 RESET
 RB0233  PID         -  RB0233
 RB0233  STATE/COUNTY-  OR/UNION
 RB0233  USGS QUAD   -  LA GRANDE (1994)
 RB0233
 RB0233                         *CURRENT SURVEY CONTROL
 RB0233  ___________________________________________________________________
 RB0233* NAD 83(1986)-  45 18 20.     (N)    118 03 19.     (W)     SCALED    
 RB0233* NAVD 88     -       833.374  (meters)    2734.16   (feet)  ADJUSTED  
 RB0233  ___________________________________________________________________
 RB0233  GEOID HEIGHT-         -17.75  (meters)                     GEOID03
 RB0233  DYNAMIC HT  -         833.174 (meters)    2733.51  (feet)  COMP
 RB0233  MODELED GRAV-     980,349.7   (mgal)                       NAVD 88
 RB0233
 RB0233  VERT ORDER  -  FIRST     CLASS II
 RB0233
 RB0233.The horizontal coordinates were scaled from a topographic map and have
 RB0233.an estimated accuracy of +/- 6 seconds.
 RB0233
 RB0233.The orthometric height was determined by differential leveling
 RB0233.and adjusted in June 1991.
 RB0233
 RB0233.The geoid height was determined by GEOID03.
 RB0233
 RB0233.The dynamic height is computed by dividing the NAVD 88
 RB0233.geopotential number by the normal gravity value computed on the
 RB0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0233.degrees latitude (g = 980.6199 gals.).
 RB0233
 RB0233.The modeled gravity was interpolated from observed gravity values.
 RB0233
 RB0233;                    North         East    Units  Estimated Accuracy
 RB0233;SPC OR N     -   185,020.    2,691,680.      MT  (+/- 180 meters Scaled)
 RB0233
 RB0233                          SUPERSEDED SURVEY CONTROL
 RB0233
 RB0233  NGVD 29 (??/??/92)  832.291  (m)         2730.61   (f) ADJ UNCH    1 2
 RB0233
 RB0233.Superseded values are not recommended for survey control.
 RB0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0233.See file dsdata.txt to determine how the superseded data were derived.
 RB0233
 RB0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML172174(NAD 83)
 RB0233_MARKER: P = PIPE CAP
 RB0233_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RB0233_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RB0233_STAMPING: ELEV. 2731.448 FT. D 3 1904 RESET 1941
 RB0233_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RB0233
 RB0233  HISTORY     - Date     Condition        Report By
 RB0233  HISTORY     - 1941     MONUMENTED       CGS
 RB0233
 RB0233                          STATION DESCRIPTION
 RB0233
 RB0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 RB0233'2.6 MI SE FROM LAGRANDE.
 RB0233'ABOUT 2.6 MILES SOUTHEAST ALONG THE OREGON TRAIL (U.S. 30) FROM THE
 RB0233'POST OFFICE AT LAGRANDE, UNION COUNTY, NEAR MILEAGE 290.1, ABOUT
 RB0233'OPPOSITE UNION PACIFIC RAILROAD MILEAGE 292.5, ABOUT 125 FEET
 RB0233'NORTHWEST OF A SEMAPHORE, 45 FEET SOUTHWEST OF THE TRACK, CLOSE TO THE
 RB0233'NORTHEAST HIGHWAY FENCE, AND NEAR A WHITE WOODEN WITNESS POST.  A
 RB0233'STANDARD CAP, STAMPED ELEV. 2731.448 FT. D 3 1904 RESET 1941 AND
 RB0233'FASTENED ON THE TOP OF A 3-1/2 INCH IRON PIPE ENCASED IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1480 ***********************************************************************
 SC1480  DESIGNATION -  D 3 USE 1912
 SC1480  PID         -  SC1480
 SC1480  STATE/COUNTY-  OR/COLUMBIA
 SC1480  USGS QUAD   -  RAINIER (1990)
 SC1480
 SC1480                         *CURRENT SURVEY CONTROL
 SC1480  ___________________________________________________________________
 SC1480* NAD 83(1991)-  46 02 52.77206(N)    122 53 07.65101(W)     ADJUSTED  
 SC1480* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 SC1480  ___________________________________________________________________
 SC1480  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 SC1480  GEOID HEIGHT-         -21.72  (meters)                     GEOID03
 SC1480  HORZ ORDER  -  THIRD
 SC1480
 SC1480.The horizontal coordinates were established by classical geodetic methods
 SC1480.and adjusted by the National Geodetic Survey in October 1991.
 SC1480
 SC1480.The orthometric height was scaled from a topographic map.
 SC1480
 SC1480.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1480
 SC1480.The geoid height was determined by GEOID03.
 SC1480
 SC1480;                    North         East     Units Scale Factor Converg.
 SC1480;SPC OR N     -   267,354.675 2,315,398.838   MT  1.00001256   -1 41 30.2
 SC1480;SPC OR N     -   877,147.88  7,596,452.88   iFT  1.00001256   -1 41 30.2
 SC1480;SPC WA S     -    82,225.749   315,410.182   MT  0.99995825   -1 43 58.0
 SC1480;SPC WA S     -   269,768.98  1,034,808.24   sFT  0.99995825   -1 43 58.0
 SC1480;UTM  10      - 5,099,386.158   508,861.533   MT  0.99960097   +0 04 56.9
 SC1480
 SC1480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1480!SPC OR N     -   1.00000277  x   1.00001256  =   1.00001533
 SC1480!SPC WA S     -   1.00000277  x   0.99995825  =   0.99996102
 SC1480!UTM  10      -   1.00000277  x   0.99960097  =   0.99960374
 SC1480
 SC1480:                Primary Azimuth Mark                     Grid Az
 SC1480:SPC OR N     -  D 6 USE 1912                             011 34 58.7
 SC1480:SPC WA S     -  D 6 USE 1912                             011 37 26.5
 SC1480:UTM  10      -  D 6 USE 1912                             009 48 31.6
 SC1480
 SC1480|---------------------------------------------------------------------|
 SC1480| PID    Reference Object                     Distance      Geod. Az  |
 SC1480|                                                           dddmmss.s |
 SC1480| SC1491 D 6 USE 1912                        APPROX. 2.5 KM 0095328.5 |
 SC1480|---------------------------------------------------------------------|
 SC1480
 SC1480                          SUPERSEDED SURVEY CONTROL
 SC1480
 SC1480  NAD 83(1986)-  46 02 52.78788(N)    122 53 07.64629(W) AD(       ) 3
 SC1480  NAD 27      -  46 02 53.37776(N)    122 53 03.25617(W) AD(       ) 3
 SC1480
 SC1480.Superseded values are not recommended for survey control.
 SC1480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1480.See file dsdata.txt to determine how the superseded data were derived.
 SC1480
 SC1480_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER0886299386(NAD 83)
 SC1480
 SC1480  HISTORY     - Date     Condition        Report By
 SC1480  HISTORY     - 1912     MONUMENTED       USE
 SC1480  HISTORY     - 1937     SEE DESCRIPTION  CGS
 SC1480  HISTORY     - 1949     SEE DESCRIPTION  CGS
 SC1480  HISTORY     - 1980     GOOD             NGS
 SC1480
 SC1480                          STATION DESCRIPTION
 SC1480
 SC1480'DESCRIBED BY US ENGINEERS 1912
 SC1480'STATION IS AT THE EDGE OF A BLUFF ABOVE BEAVER LUMBER COMPANY.  THE
 SC1480'STATION IS MARKED BY AN IRON PIPE 3 FEET LONG SET IN A PIER OF
 SC1480'CONCRETE WHICH IS ABOUT 1 FOOT SQUARE AT THE SURFACE OF THE GROUND
 SC1480'AND APPROXIMATELY 8 INCHES DEEP.  THE PIPE PROJECTS FROM 4 TO 8
 SC1480'INCHES ABOVE THE CEMENT.  THE TOP OF THE PIER BEARS THE
 SC1480'INSCRIPTION U.S.E. AND THE NAME OR AN ABBREVIATION OF THE NAME OF
 SC1480'THE STATION.  THERE IS NO UNDERGROUND MARK.  THE
 SC1480'DISTANCE TO THE SMALLER OF TWO ROCKS OFF SHORE E-NORTHEASTERLY IN
 SC1480'THE DIRECTION OF D 4 (U.S.E.) IS 33.5 METERS.
 SC1480
 SC1480                          STATION RECOVERY (1937)
 SC1480
 SC1480'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (RWK)
 SC1480'STATION IS ABOUT 200 METERS S OF THE SOUTHERN LIMITS OF THE CLARK
 SC1480'AND WILSON LUMBER COMPANY PROPERTIES AT PRESCOTT, ON A PROMINENT
 SC1480'ROCKY POINT.
 SC1480'
 SC1480'STATION MARK IS AN IRON PIPE SET IN A CONCRETE BLOCK, LETTERED USE.
 SC1480
 SC1480                          STATION RECOVERY (1949)
 SC1480
 SC1480'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (HJH)
 SC1480'STATION WAS RECOVERED IN GOOD CONDITION.  IT IS LOCATED ON THE W
 SC1480'BANK OF THE COLUMBIA RIVER, AT THE S EDGE OF THE COMMUNITY OF
 SC1480'PRESCOTT.  IT LIES ABOUT 200 METERS S OF THE RUINS OF A SAWMILL
 SC1480'AND ON A ROCKY POINT ABOUT 15 FEET ABOVE THE HIGH-WATER LINE.
 SC1480'
 SC1480'STATION IS AN IRON PIPE SET IN A CONCRETE MONUMENT LETTERED
 SC1480'U S E.  THERE ARE NO REFERENCE MARKS.
 SC1480
 SC1480                          STATION RECOVERY (1980)
 SC1480
 SC1480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 SC1480'THE STATION WAS RECOVERED IN GOOD CONDITION.
 SC1480'
 SC1480'THE STATION IS LOCATED ON THE WEST BANK OF THE COLUMBIA RIVER, AT THE
 SC1480'SOUTH EDGE OF THE COMMUNITY OF PRESCOTT ON PROPERTY BELONGING TO
 SC1480'NORMA CARTER, AT ADDRESS ROUTE 2, BOX 520, RAINIER OR.
 SC1480'
 SC1480'THE STATION IS 1-1/2 INCH IRON PIPE SET IN A 10 INCH SQUARE CONCRETE
 SC1480'POST.  THE LETTERS D 3 USE IS IN THE TOP OF THE CONCRETE MONUMENT.  IT
 SC1480'IS 34.5 FT SOUTHEAST FROM A 20 INCH IN DIAMETER OAK TREE, 32.6 FEET
 SC1480'EAST-NORTHEAST FROM THE SOUTHEAST CORNER OF THE RESIDENCE, 15 FEET
 SC1480'ABOVE THE RIVER, 3 FEET WEST FROM THE TOP EDGE OF THE BLUFF AND 10
 SC1480'INCHES BELOW THE SURFACE OF THE GROUND.
 SC1480'
 SC1480'TO REACH FROM THE INTERSECTION OF THE ROAD LEADING TO THE TROJAN
 SC1480'NUCLEAR PLANT AND HIGHWAY 30, GO NORTH ON HIGHWAY 30 FOR 0.95 MILE,
 SC1480'TURN RIGHT ON GRAHAM ROAD TOWARD PRESCOTT AND GO 0.45 MILE TO A 5 ROAD
 SC1480'INTERSECTION, TURN HALF LEFT ON DOMNE STREET AND GO 0.15 MILE TO A
 SC1480'ROAD FORK, TURN RIGHT AND GO 0.05 MILE TO THE CARTER RESIDENCE AND
 SC1480'END OF TRUCK TRAVEL.  PACK TO THE BACK OF THE HOUSE AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0788 ***********************************************************************
 QE0788  DESIGNATION -  D 300
 QE0788  PID         -  QE0788
 QE0788  STATE/COUNTY-  OR/MARION
 QE0788  USGS QUAD   -  SIDNEY (1986)
 QE0788
 QE0788                         *CURRENT SURVEY CONTROL
 QE0788  ___________________________________________________________________
 QE0788* NAD 83(1986)-  44 45 47.     (N)    123 02 49.     (W)     SCALED    
 QE0788* NAVD 88     -        64.567  (meters)     211.83   (feet)  ADJUSTED  
 QE0788  ___________________________________________________________________
 QE0788  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 QE0788  DYNAMIC HT  -          64.563 (meters)     211.82  (feet)  COMP
 QE0788  MODELED GRAV-     980,556.1   (mgal)                       NAVD 88
 QE0788
 QE0788  VERT ORDER  -  FIRST     CLASS II
 QE0788
 QE0788.The horizontal coordinates were scaled from a topographic map and have
 QE0788.an estimated accuracy of +/- 6 seconds.
 QE0788
 QE0788.The orthometric height was determined by differential leveling
 QE0788.and adjusted in June 1991.
 QE0788.WARNING-Repeat measurements at this control monument indicate possible
 QE0788.vertical movement.
 QE0788
 QE0788.The geoid height was determined by GEOID03.
 QE0788
 QE0788.The dynamic height is computed by dividing the NAVD 88
 QE0788.geopotential number by the normal gravity value computed on the
 QE0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0788.degrees latitude (g = 980.6199 gals.).
 QE0788
 QE0788.The modeled gravity was interpolated from observed gravity values.
 QE0788
 QE0788;                    North         East    Units  Estimated Accuracy
 QE0788;SPC OR N     -   125,010.    2,298,410.      MT  (+/- 180 meters Scaled)
 QE0788
 QE0788                          SUPERSEDED SURVEY CONTROL
 QE0788
 QE0788  NGVD 29 (??/??/92)   63.576  (m)          208.58   (f) ADJ UNCH    1 2
 QE0788
 QE0788.Superseded values are not recommended for survey control.
 QE0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0788.See file dsdata.txt to determine how the superseded data were derived.
 QE0788
 QE0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ962566(NAD 83)
 QE0788_MARKER: DD = SURVEY DISK
 QE0788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0788_SP_SET: CONCRETE POST
 QE0788_STAMPING: D 300 1948
 QE0788_MARK LOGO: ORHD  
 QE0788_PROJECTION: PROJECTING 30 CENTIMETERS
 QE0788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0788+STABILITY: SURFACE MOTION
 QE0788
 QE0788  HISTORY     - Date     Condition        Report By
 QE0788  HISTORY     - 1948     MONUMENTED       ORHD
 QE0788  HISTORY     - 1968     GOOD             ORDT
 QE0788  HISTORY     - 1969     GOOD             NGS
 QE0788  HISTORY     - 1987     GOOD             NGS
 QE0788  HISTORY     - 20061018 MARK NOT FOUND   USPSQD
 QE0788
 QE0788                          STATION DESCRIPTION
 QE0788
 QE0788'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1968
 QE0788'3 MI NW FROM JEFFERSON.
 QE0788'1.68 MILES NORTH FROM THE NORTH END OF THE US INTERSTATE 5 BRIDGE OVER
 QE0788'THE SANTIAM RIVER, 40 FEET EAST OF THE FREEWAY, AND IN THE RIGHT OF
 QE0788'WAY LINE.  DISK STAMPED D 300 1948.
 QE0788
 QE0788                          STATION RECOVERY (1969)
 QE0788
 QE0788'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 QE0788'RECOVERED IN GOOD CONDITION.
 QE0788
 QE0788                          STATION RECOVERY (1987)
 QE0788
 QE0788'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE0788'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  15.0 KM
 QE0788'(9.30 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 5 FROM ITS JUNCTION WITH
 QE0788'U.S. HIGHWAY 20 IN ALBANY, 152.4 M (500.0 FT) SOUTH OF BENCH MARK V
 QE0788'431, 12.2 M (40.0 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND
 QE0788'LANES OF THE HIGHWAY, AND 9.1 M (29.9 FT) WEST OF A FENCE.
 QE0788'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 QE0788'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 QE0788
 QE0788                          STATION RECOVERY (2006)
 QE0788
 QE0788'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 QE0788'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0406 ***********************************************************************
 RB0406  DESIGNATION -  D 301
 RB0406  PID         -  RB0406
 RB0406  STATE/COUNTY-  OR/UMATILLA
 RB0406  USGS QUAD   -  MISSION (1974)
 RB0406
 RB0406                         *CURRENT SURVEY CONTROL
 RB0406  ___________________________________________________________________
 RB0406* NAD 83(1986)-  45 40 09.     (N)    118 44 52.     (W)     SCALED    
 RB0406* NAVD 88     -       345.171  (meters)    1132.45   (feet)  ADJUSTED  
 RB0406  ___________________________________________________________________
 RB0406  GEOID HEIGHT-         -20.73  (meters)                     GEOID03
 RB0406  DYNAMIC HT  -         345.137 (meters)    1132.34  (feet)  COMP
 RB0406  MODELED GRAV-     980,509.0   (mgal)                       NAVD 88
 RB0406
 RB0406  VERT ORDER  -  FIRST     CLASS II
 RB0406
 RB0406.The horizontal coordinates were scaled from a topographic map and have
 RB0406.an estimated accuracy of +/- 6 seconds.
 RB0406
 RB0406.The orthometric height was determined by differential leveling
 RB0406.and adjusted in June 1991.
 RB0406
 RB0406.The geoid height was determined by GEOID03.
 RB0406
 RB0406.The dynamic height is computed by dividing the NAVD 88
 RB0406.geopotential number by the normal gravity value computed on the
 RB0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0406.degrees latitude (g = 980.6199 gals.).
 RB0406
 RB0406.The modeled gravity was interpolated from observed gravity values.
 RB0406
 RB0406;                    North         East    Units  Estimated Accuracy
 RB0406;SPC OR N     -   224,010.    2,636,520.      MT  (+/- 180 meters Scaled)
 RB0406
 RB0406                          SUPERSEDED SURVEY CONTROL
 RB0406
 RB0406  NGVD 29 (??/??/92)  344.16   (m)         1129.1    (f) COMPUTED    1 2
 RB0406
 RB0406.Superseded values are not recommended for survey control.
 RB0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0406.See file dsdata.txt to determine how the superseded data were derived.
 RB0406
 RB0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL638587(NAD 83)
 RB0406_MARKER: B = BOLT
 RB0406_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RB0406_SP_SET: SEMAPHORE
 RB0406_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RB0406
 RB0406  HISTORY     - Date     Condition        Report By
 RB0406  HISTORY     - UNK      MONUMENTED       CGS
 RB0406  HISTORY     - 1951     MARK NOT FOUND   NGS
 RB0406
 RB0406                          STATION DESCRIPTION
 RB0406
 RB0406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 RB0406'2.2 MI E FROM PENDLETON.
 RB0406'ABOUT 2.2 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM PENDLETON,
 RB0406'UMATILLA COUNTY, ABOUT MILEAGE 217.8 IN THE SOUTHWEST CORNER OF THE
 RB0406'BASE OF SEMAPHORE 2178, AND 12 FEET SOUTH OF THE TRACK.  THE TOP OF
 RB0406'THE SOUTHWEST CORNER BOLT.  NOTE-- THE TOP OF THE SOUTHWEST BOLT IN
 RB0406'SEMAPHORE 2178 WAS NOT FOUND AS THE SEMAPHORE IS GONE, AND NO
 RB0406'SEMAPHORE 2178 WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0726 ***********************************************************************
 RD0726  DESIGNATION -  D 303
 RD0726  PID         -  RD0726
 RD0726  STATE/COUNTY-  OR/CLATSOP
 RD0726  USGS QUAD   -  ELSIE (1984)
 RD0726
 RD0726                         *CURRENT SURVEY CONTROL
 RD0726  ___________________________________________________________________
 RD0726* NAD 83(1986)-  45 49 54.     (N)    123 30 22.     (W)     SCALED    
 RD0726* NAVD 88     -       402.468  (meters)    1320.43   (feet)  ADJUSTED  
 RD0726  ___________________________________________________________________
 RD0726  GEOID HEIGHT-         -20.89  (meters)                     GEOID03
 RD0726  DYNAMIC HT  -         402.490 (meters)    1320.50  (feet)  COMP
 RD0726  MODELED GRAV-     980,655.4   (mgal)                       NAVD 88
 RD0726
 RD0726  VERT ORDER  -  SECOND    CLASS 0
 RD0726
 RD0726.The horizontal coordinates were scaled from a topographic map and have
 RD0726.an estimated accuracy of +/- 6 seconds.
 RD0726
 RD0726.The orthometric height was determined by differential leveling
 RD0726.and adjusted in June 1991.
 RD0726
 RD0726.The geoid height was determined by GEOID03.
 RD0726
 RD0726.The dynamic height is computed by dividing the NAVD 88
 RD0726.geopotential number by the normal gravity value computed on the
 RD0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0726.degrees latitude (g = 980.6199 gals.).
 RD0726
 RD0726.The modeled gravity was interpolated from observed gravity values.
 RD0726
 RD0726;                    North         East    Units  Estimated Accuracy
 RD0726;SPC OR N     -   244,930.    2,266,490.      MT  (+/- 180 meters Scaled)
 RD0726
 RD0726                          SUPERSEDED SURVEY CONTROL
 RD0726
 RD0726  NGVD 29 (??/??/92)  401.398  (m)         1316.92   (f) ADJ UNCH    2 0
 RD0726
 RD0726.Superseded values are not recommended for survey control.
 RD0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0726.See file dsdata.txt to determine how the superseded data were derived.
 RD0726
 RD0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR606754(NAD 83)
 RD0726_MARKER: DD = SURVEY DISK
 RD0726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0726_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0726_STAMPING: D 303 1940
 RD0726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0726+STABILITY: SURFACE MOTION
 RD0726
 RD0726  HISTORY     - Date     Condition        Report By
 RD0726  HISTORY     - 1940     MONUMENTED       ORDT
 RD0726  HISTORY     - 1942     GOOD             NGS
 RD0726  HISTORY     - 1974     MARK NOT FOUND   NGS
 RD0726  HISTORY     - 1983     MARK NOT FOUND   USGS
 RD0726
 RD0726                          STATION DESCRIPTION
 RD0726
 RD0726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 RD0726'5.4 MI SE FROM ELSIE.
 RD0726'ALONG STATE HIGHWAY 2, 25 FEET NORTH OF THE CENTER LINE OF HIGHWAY,
 RD0726'300 FEET SOUTH OF THE NORTH END OF A LONG CURVE AND 150 FEET NORTHWEST
 RD0726'OF A 5-FOOT PIPE CULVERT AT THE SOUTH END OF A CUT. WITNESS POST SET.
 RD0726
 RD0726                          STATION RECOVERY (1974)
 RD0726
 RD0726'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 RD0726'MARK NOT FOUND.
 RD0726
 RD0726                          STATION RECOVERY (1983)
 RD0726
 RD0726'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 RD0726'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0808 ***********************************************************************
 RA0808  DESIGNATION -  D 304
 RA0808  PID         -  RA0808
 RA0808  STATE/COUNTY-  OR/UNION
 RA0808  USGS QUAD   -  NORTH POWDER (1994)
 RA0808
 RA0808                         *CURRENT SURVEY CONTROL
 RA0808  ___________________________________________________________________
 RA0808* NAD 83(1986)-  45 01 28.     (N)    117 55 08.     (W)     SCALED    
 RA0808* NAVD 88     -       992.185  (meters)    3255.19   (feet)  ADJUSTED  
 RA0808  ___________________________________________________________________
 RA0808  GEOID HEIGHT-         -17.16  (meters)                     GEOID03
 RA0808  DYNAMIC HT  -         991.906 (meters)    3254.28  (feet)  COMP
 RA0808  MODELED GRAV-     980,302.3   (mgal)                       NAVD 88
 RA0808
 RA0808  VERT ORDER  -  FIRST     CLASS II
 RA0808
 RA0808.The horizontal coordinates were scaled from a topographic map and have
 RA0808.an estimated accuracy of +/- 6 seconds.
 RA0808
 RA0808.The orthometric height was determined by differential leveling
 RA0808.and adjusted in June 1991.
 RA0808
 RA0808.The geoid height was determined by GEOID03.
 RA0808
 RA0808.The dynamic height is computed by dividing the NAVD 88
 RA0808.geopotential number by the normal gravity value computed on the
 RA0808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0808.degrees latitude (g = 980.6199 gals.).
 RA0808
 RA0808.The modeled gravity was interpolated from observed gravity values.
 RA0808
 RA0808;                    North         East    Units  Estimated Accuracy
 RA0808;SPC OR N     -   154,130.    2,703,370.      MT  (+/- 180 meters Scaled)
 RA0808
 RA0808                          SUPERSEDED SURVEY CONTROL
 RA0808
 RA0808  NGVD 29 (??/??/92)  991.082  (m)         3251.57   (f) ADJ UNCH    1 2
 RA0808
 RA0808.Superseded values are not recommended for survey control.
 RA0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0808.See file dsdata.txt to determine how the superseded data were derived.
 RA0808
 RA0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK276860(NAD 83)
 RA0808_MARKER: DD = SURVEY DISK
 RA0808_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RA0808_SP_SET: CULVERT
 RA0808_STAMPING: 3252 D 304 1934 R.P.P.T. 16.25
 RA0808_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RA0808_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RA0808+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2005
 RA0808
 RA0808  HISTORY     - Date     Condition        Report By
 RA0808  HISTORY     - 1934     MONUMENTED       ORDT
 RA0808  HISTORY     - 20050701 GOOD             INDIV
 RA0808
 RA0808                          STATION DESCRIPTION
 RA0808
 RA0808'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1934
 RA0808'0.4 MI S FROM NORTH POWDER.
 RA0808'ABOUT 0.4 MILE SOUTH ALONG THE OREGON TRAIL (U.S. 30) FROM NORTH
 RA0808'POWDER, UNION COUNTY, ABOUT 175 FEET SOUTHEAST OF SOUTHEAST END OF
 RA0808'HIGHWAY VIADUCT, AT BRIDGE 318.18 OVER NORTH POWDER RIVER, AT THE
 RA0808'NORTHWEST ABUTMENT, AND IN THE TOP OF THE SOUTHWEST WING WALL.  AN
 RA0808'OREGON STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED 3252 D 304 1934
 RA0808'R.P.P.T. 16.25.
 RA0808
 RA0808                          STATION RECOVERY (2005)
 RA0808
 RA0808'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (BMC)
 RA0808'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0803 ***********************************************************************
 RA0803  DESIGNATION -  D 305=3233
 RA0803  PID         -  RA0803
 RA0803  STATE/COUNTY-  OR/UNION
 RA0803  USGS QUAD   -  NORTH POWDER (1994)
 RA0803
 RA0803                         *CURRENT SURVEY CONTROL
 RA0803  ___________________________________________________________________
 RA0803* NAD 83(1986)-  45 01 42.     (N)    117 54 58.     (W)     SCALED    
 RA0803* NAVD 88     -       989.197  (meters)    3245.39   (feet)  ADJUSTED  
 RA0803  ___________________________________________________________________
 RA0803  GEOID HEIGHT-         -17.15  (meters)                     GEOID03
 RA0803  DYNAMIC HT  -         988.919 (meters)    3244.48  (feet)  COMP
 RA0803  MODELED GRAV-     980,302.7   (mgal)                       NAVD 88
 RA0803
 RA0803  VERT ORDER  -  FIRST     CLASS II
 RA0803
 RA0803.The horizontal coordinates were scaled from a topographic map and have
 RA0803.an estimated accuracy of +/- 6 seconds.
 RA0803
 RA0803.The orthometric height was determined by differential leveling
 RA0803.and adjusted in June 1991.
 RA0803.WARNING-Repeat measurements at this control monument indicate possible
 RA0803.vertical movement.
 RA0803
 RA0803.The geoid height was determined by GEOID03.
 RA0803
 RA0803.The dynamic height is computed by dividing the NAVD 88
 RA0803.geopotential number by the normal gravity value computed on the
 RA0803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0803.degrees latitude (g = 980.6199 gals.).
 RA0803
 RA0803.The modeled gravity was interpolated from observed gravity values.
 RA0803
 RA0803;                    North         East    Units  Estimated Accuracy
 RA0803;SPC OR N     -   154,570.    2,703,580.      MT  (+/- 180 meters Scaled)
 RA0803
 RA0803                          SUPERSEDED SURVEY CONTROL
 RA0803
 RA0803  NGVD 29 (??/??/92)  988.094  (m)         3241.77   (f) ADJ UNCH    1 2
 RA0803
 RA0803.Superseded values are not recommended for survey control.
 RA0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0803.See file dsdata.txt to determine how the superseded data were derived.
 RA0803
 RA0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK278865(NAD 83)
 RA0803_MARKER: P = PIPE CAP
 RA0803_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RA0803_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RA0803_STAMPING: 3242.165 D 305 A 1899
 RA0803_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RA0803
 RA0803  HISTORY     - Date     Condition        Report By
 RA0803  HISTORY     - 1899     MONUMENTED       USGS
 RA0803  HISTORY     - 19930701 MARK NOT FOUND   USGS-R
 RA0803
 RA0803                          STATION DESCRIPTION
 RA0803
 RA0803'DESCRIBED BY US GEOLOGICAL SURVEY 1899
 RA0803'IN NORTH POWDER.
 RA0803'AT NORTH POWDER, UNION COUNTY, ABOUT 0.2 MILE NORTHEAST ALONG THE
 RA0803'UNION PACIFIC RAILROAD FROM THE STATION, 143 FEET NORTHEAST OF THE
 RA0803'WATER TANK, 18 FEET NORTHEAST OF MILEPOST 222, 32.8 FEET SOUTHEAST OF
 RA0803'THE CENTER LINE OF THE MAIN TRACK, 25 FEET SOUTHEAST OF A DITCH, AND
 RA0803'15 FEET SOUTHEAST OF A FENCE.  A UNITED STATES GEOLOGICAL SURVEY
 RA0803'STANDARD CAP, STAMPED 3242.165 D 305 A 1899 AND RIVETED ON THE TOP OF
 RA0803'A 3-1/2-INCH IRON PIPE ENCASED IN CONCRETE.
 RA0803
 RA0803                          STATION RECOVERY (1993)
 RA0803
 RA0803'RECOVERY NOTE BY USGS ROCKY MOUNTAIN MAPPING CENTER 1993 (AJ)
 RA0803'BELIEVED DESTROYED BY RAILROAD CONSTRUCTION, MARK NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0512 ***********************************************************************
 RB0512  DESIGNATION -  D 306
 RB0512  PID         -  RB0512
 RB0512  STATE/COUNTY-  OR/UMATILLA
 RB0512  USGS QUAD   -  PENDLETON (1976)
 RB0512
 RB0512                         *CURRENT SURVEY CONTROL
 RB0512  ___________________________________________________________________
 RB0512* NAD 83(1986)-  45 40 55.     (N)    118 50 20.     (W)     SCALED    
 RB0512* NAVD 88     -       385.632  (meters)    1265.19   (feet)  ADJUSTED  
 RB0512  ___________________________________________________________________
 RB0512  GEOID HEIGHT-         -20.92  (meters)                     GEOID03
 RB0512  DYNAMIC HT  -         385.595 (meters)    1265.07  (feet)  COMP
 RB0512  MODELED GRAV-     980,510.3   (mgal)                       NAVD 88
 RB0512
 RB0512  VERT ORDER  -  FIRST     CLASS II
 RB0512
 RB0512.The horizontal coordinates were scaled from a topographic map and have
 RB0512.an estimated accuracy of +/- 6 seconds.
 RB0512
 RB0512.The orthometric height was determined by differential leveling
 RB0512.and adjusted in June 1991.
 RB0512
 RB0512.The geoid height was determined by GEOID03.
 RB0512
 RB0512.The dynamic height is computed by dividing the NAVD 88
 RB0512.geopotential number by the normal gravity value computed on the
 RB0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0512.degrees latitude (g = 980.6199 gals.).
 RB0512
 RB0512.The modeled gravity was interpolated from observed gravity values.
 RB0512
 RB0512;                    North         East    Units  Estimated Accuracy
 RB0512;SPC OR N     -   225,280.    2,629,390.      MT  (+/- 180 meters Scaled)
 RB0512
 RB0512                          SUPERSEDED SURVEY CONTROL
 RB0512
 RB0512  NGVD 29 (??/??/92)  384.624  (m)         1261.89   (f) ADJ UNCH    1 2
 RB0512
 RB0512.Superseded values are not recommended for survey control.
 RB0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0512.See file dsdata.txt to determine how the superseded data were derived.
 RB0512
 RB0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL567603(NAD 83)
 RB0512_MARKER: DD = SURVEY DISK
 RB0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0512_STAMPING: D 306 1941
 RB0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0512+STABILITY: SURFACE MOTION
 RB0512
 RB0512  HISTORY     - Date     Condition        Report By
 RB0512  HISTORY     - 1941     MONUMENTED       ORDT
 RB0512  HISTORY     - 1943     GOOD             NGS
 RB0512  HISTORY     - 1966     GOOD             NGS
 RB0512
 RB0512                          STATION DESCRIPTION
 RB0512
 RB0512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 RB0512'3.45 MI NW FROM PENDLETON.
 RB0512'ALONG THE PENDLETON AIRPORT HIGHWAY, 3.45 MILES NORTHWEST OF THE UNION
 RB0512'PACIFIC STATION AT PENDLETON, ON TOP OF A SMALL RIDGE, 47 FEET
 RB0512'NORTHEAST OF THE CENTER OF THE HIGHWAY, 2 FEET WEST OF A REFERENCE
 RB0512'POST, PROJECTING 4 INCHES.
 RB0512
 RB0512                          STATION RECOVERY (1966)
 RB0512
 RB0512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 RB0512'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1090 ***********************************************************************
 RD1090  DESIGNATION -  D 309
 RD1090  PID         -  RD1090
 RD1090  STATE/COUNTY-  OR/TILLAMOOK
 RD1090  USGS QUAD   -  TILLAMOOK (1985)
 RD1090
 RD1090                         *CURRENT SURVEY CONTROL
 RD1090  ___________________________________________________________________
 RD1090* NAD 83(1986)-  45 24 27.     (N)    123 48 49.     (W)     SCALED    
 RD1090* NAVD 88     -        13.406  (meters)      43.98   (feet)  ADJUSTED  
 RD1090  ___________________________________________________________________
 RD1090  GEOID HEIGHT-         -22.06  (meters)                     GEOID03
 RD1090  DYNAMIC HT  -          13.407 (meters)      43.99  (feet)  COMP
 RD1090  MODELED GRAV-     980,683.7   (mgal)                       NAVD 88
 RD1090
 RD1090  VERT ORDER  -  FIRST     CLASS II
 RD1090
 RD1090.The horizontal coordinates were scaled from a topographic map and have
 RD1090.an estimated accuracy of +/- 6 seconds.
 RD1090
 RD1090.The orthometric height was determined by differential leveling
 RD1090.and adjusted in June 1991.
 RD1090
 RD1090.The geoid height was determined by GEOID03.
 RD1090
 RD1090.The dynamic height is computed by dividing the NAVD 88
 RD1090.geopotential number by the normal gravity value computed on the
 RD1090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1090.degrees latitude (g = 980.6199 gals.).
 RD1090
 RD1090.The modeled gravity was interpolated from observed gravity values.
 RD1090
 RD1090;                    North         East    Units  Estimated Accuracy
 RD1090;SPC OR N     -   198,760.    2,240,690.      MT  (+/- 180 meters Scaled)
 RD1090
 RD1090                          SUPERSEDED SURVEY CONTROL
 RD1090
 RD1090  NGVD 29 (??/??/92)   12.359  (m)           40.55   (f) ADJ UNCH    1 2
 RD1090
 RD1090.Superseded values are not recommended for survey control.
 RD1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1090.See file dsdata.txt to determine how the superseded data were derived.
 RD1090
 RD1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR363285(NAD 83)
 RD1090_MARKER: DB = BENCH MARK DISK
 RD1090_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD1090_SP_SET: BASE
 RD1090_STAMPING: D 309 1942
 RD1090_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD1090
 RD1090  HISTORY     - Date     Condition        Report By
 RD1090  HISTORY     - 1942     MONUMENTED       CGS
 RD1090  HISTORY     - 1962     MARK NOT FOUND   NGS
 RD1090  HISTORY     - 1987     MARK NOT FOUND   NGS
 RD1090
 RD1090                          STATION DESCRIPTION
 RD1090
 RD1090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RD1090'3.9 MI SE FROM TILLAMOOK.
 RD1090'SOUTHEAST ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT TILLAMOOK FOR
 RD1090'ABOUT 3.6 MILES TO A Y-ROAD FORK, TAKE LEFT ON THE OLD HIGHWAY GO 0.3
 RD1090'MILE TO A SHARP CURVE, AT ABANDONED HIGHWAY SCALES, 2 FEET SOUTHEAST
 RD1090'OF THE NORTHWARD CORNER OF ORIGINAL SCALE WALL, TOP OF WALL. A DRILL
 RD1090'HOLE WAS FOUND AT THIS LOCATION BUT NO DISK.
 RD1090
 RD1090                          STATION RECOVERY (1987)
 RD1090
 RD1090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD1090'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC0540 ***********************************************************************
 SC0540  DESIGNATION -  D 31
 SC0540  PID         -  SC0540
 SC0540  STATE/COUNTY-  OR/CLATSOP
 SC0540  USGS QUAD   -  ASTORIA (1984)
 SC0540
 SC0540                         *CURRENT SURVEY CONTROL
 SC0540  ___________________________________________________________________
 SC0540* NAD 83(1986)-  46 10 17.     (N)    123 50 18.     (W)     SCALED    
 SC0540* NAVD 88     -         4.633  (meters)      15.20   (feet)  POSTED    
 SC0540  ___________________________________________________________________
 SC0540  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 SC0540  DYNAMIC HT  -           4.630 (meters)      15.19  (feet)  COMP
 SC0540  MODELED GRAV-     980,714.4   (mgal)                       NAVD 88
 SC0540
 SC0540  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 SC0540
 SC0540.The horizontal coordinates were scaled from a topographic map and have
 SC0540.an estimated accuracy of +/- 6 seconds.
 SC0540
 SC0540.The orthometric height was determined by differential leveling
 SC0540.and adjusted by the  in 1992.
 SC0540.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 SC0540.was located on a no-check spur therefore a value was not computed.
 SC0540.No vertical observational check was made to the station.
 SC0540
 SC0540.The geoid height was determined by GEOID03.
 SC0540
 SC0540.The dynamic height is computed by dividing the NAVD 88
 SC0540.geopotential number by the normal gravity value computed on the
 SC0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0540.degrees latitude (g = 980.6199 gals.).
 SC0540
 SC0540.The modeled gravity was interpolated from observed gravity values.
 SC0540
 SC0540;                    North         East    Units  Estimated Accuracy
 SC0540;SPC OR N     -   283,670.    2,242,260.      MT  (+/- 180 meters Scaled)
 SC0540
 SC0540                          SUPERSEDED SURVEY CONTROL
 SC0540
 SC0540  NGVD 29 (??/??/92)    3.557  (m)           11.67   (f) ADJ UNCH    1 2
 SC0540
 SC0540.Superseded values are not recommended for survey control.
 SC0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0540.See file dsdata.txt to determine how the superseded data were derived.
 SC0540
 SC0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS352134(NAD 83)
 SC0540_MARKER: DB = BENCH MARK DISK
 SC0540_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SC0540_SP_SET: VIADUCT
 SC0540_STAMPING: D 31 1920
 SC0540_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC0540
 SC0540  HISTORY     - Date     Condition        Report By
 SC0540  HISTORY     - 1920     MONUMENTED       CGS
 SC0540  HISTORY     - 1965     GOOD             NGS
 SC0540  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 SC0540  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 SC0540  HISTORY     - 20051120 MARK NOT FOUND   USPSQD
 SC0540
 SC0540                          STATION DESCRIPTION
 SC0540
 SC0540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 SC0540'2.9 MI S FROM ASTORIA.
 SC0540'2.9 MILES SOUTH ALONG ALTERNATE U.S. HIGHWAY 101 FROM THE ASTORIA POST
 SC0540'OFFICE, JUST NORTH OF THE BRIDGE OVER YOUNGS BAY, AT THE CONCRETE
 SC0540'VIADUCT OVER AN ABANDONED RAILROAD-BED, AT THE WEST END OF THE SOUTH
 SC0540'ABUTMENT, IN THE NORTH FACE, 20 FEET BELOW THE LEVEL OF THE HIGHWAY
 SC0540'AND 2 FEET ABOVE THE LEVEL OF THE GROUND SET VERTICALLY.
 SC0540
 SC0540                          STATION RECOVERY (1984)
 SC0540
 SC0540'RECOVERY NOTE BY US POWER SQUADRON 1984
 SC0540'MARK NOT FOUND.
 SC0540
 SC0540                          STATION RECOVERY (1989)
 SC0540
 SC0540'RECOVERY NOTE BY US POWER SQUADRON 1989 (RCC)
 SC0540'MARK NOT FOUND.
 SC0540
 SC0540                          STATION RECOVERY (2005)
 SC0540
 SC0540'RECOVERY NOTE BY US POWER SQUADRON 2005 (RCC)
 SC0540'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0929 ***********************************************************************
 RA0929  DESIGNATION -  D 310
 RA0929  PID         -  RA0929
 RA0929  STATE/COUNTY-  OR/UNION
 RA0929  USGS QUAD   -  CONLEY (1994)
 RA0929
 RA0929                         *CURRENT SURVEY CONTROL
 RA0929  ___________________________________________________________________
 RA0929* NAD 83(1986)-  45 16 04.     (N)    117 59 42.     (W)     SCALED    
 RA0929* NAVD 88     -       824.975  (meters)    2706.61   (feet)  ADJUSTED  
 RA0929  ___________________________________________________________________
 RA0929  GEOID HEIGHT-         -17.62  (meters)                     GEOID03
 RA0929  DYNAMIC HT  -         824.781 (meters)    2705.97  (feet)  COMP
 RA0929  MODELED GRAV-     980,354.3   (mgal)                       NAVD 88
 RA0929
 RA0929  VERT ORDER  -  FIRST     CLASS II
 RA0929
 RA0929.The horizontal coordinates were scaled from a topographic map and have
 RA0929.an estimated accuracy of +/- 6 seconds.
 RA0929
 RA0929.The orthometric height was determined by differential leveling
 RA0929.and adjusted in June 1991.
 RA0929
 RA0929.The geoid height was determined by GEOID03.
 RA0929
 RA0929.The dynamic height is computed by dividing the NAVD 88
 RA0929.geopotential number by the normal gravity value computed on the
 RA0929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0929.degrees latitude (g = 980.6199 gals.).
 RA0929
 RA0929.The modeled gravity was interpolated from observed gravity values.
 RA0929
 RA0929;                    North         East    Units  Estimated Accuracy
 RA0929;SPC OR N     -   180,970.    2,696,540.      MT  (+/- 180 meters Scaled)
 RA0929
 RA0929                          SUPERSEDED SURVEY CONTROL
 RA0929
 RA0929  NGVD 29 (??/??/92)  823.89   (m)         2703.0    (f) COMPUTED    1 2
 RA0929
 RA0929.Superseded values are not recommended for survey control.
 RA0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0929.See file dsdata.txt to determine how the superseded data were derived.
 RA0929
 RA0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML219131(NAD 83)
 RA0929_MARKER: DD = SURVEY DISK
 RA0929_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RA0929_SP_SET: CULVERT
 RA0929_STAMPING: D 310 1940
 RA0929_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RA0929
 RA0929  HISTORY     - Date     Condition        Report By
 RA0929  HISTORY     - 1940     MONUMENTED       ORDT
 RA0929  HISTORY     - 1941     GOOD             NGS
 RA0929  HISTORY     - 19930719 MARK NOT FOUND   USGS-R
 RA0929
 RA0929                          STATION DESCRIPTION
 RA0929
 RA0929'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 RA0929'6.6 MI SE FROM LAGRANDE.
 RA0929'ABOUT 6.6 MILES SOUTHEAST ALONG THE OREGON TRAIL (U.S. 30) FROM THE
 RA0929'POST OFFICE AT LAGRANDE, UNION COUNTY, AT BRIDGE 294.05, SOUTHWEST OF
 RA0929'THE HIGHWAY, AND IN THE TOP OF THE WEST WING WALL.  AN OREGON STATE
 RA0929'HIGHWAY DEPARTMENT STANDARD DISK, STAMPED D 310 1940.
 RA0929
 RA0929                          STATION RECOVERY (1993)
 RA0929
 RA0929'RECOVERY NOTE BY USGS ROCKY MOUNTAIN MAPPING CENTER 1993 (MAT)
 RA0929'BRIDGE HAS BEEN REMOVED, NO EVIDENCE OF MARK FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0384 ***********************************************************************
 QB0384  DESIGNATION -  D 311
 QB0384  PID         -  QB0384
 QB0384  STATE/COUNTY-  OR/MALHEUR
 QB0384  USGS QUAD   -  WEISER SOUTH (1951)
 QB0384
 QB0384                         *CURRENT SURVEY CONTROL
 QB0384  ___________________________________________________________________
 QB0384* NAD 83(1986)-  44 13 05.     (N)    116 59 42.     (W)     SCALED    
 QB0384* NAVD 88     -       659.409  (meters)    2163.41   (feet)  ADJUSTED  
 QB0384  ___________________________________________________________________
 QB0384  GEOID HEIGHT-         -17.31  (meters)                     GEOID03
 QB0384  DYNAMIC HT  -         659.232 (meters)    2162.83  (feet)  COMP
 QB0384  MODELED GRAV-     980,328.0   (mgal)                       NAVD 88
 QB0384
 QB0384  VERT ORDER  -  SECOND    CLASS 0
 QB0384
 QB0384.The horizontal coordinates were scaled from a topographic map and have
 QB0384.an estimated accuracy of +/- 6 seconds.
 QB0384
 QB0384.The orthometric height was determined by differential leveling
 QB0384.and adjusted in June 1991.
 QB0384
 QB0384.The geoid height was determined by GEOID03.
 QB0384
 QB0384.The dynamic height is computed by dividing the NAVD 88
 QB0384.geopotential number by the normal gravity value computed on the
 QB0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0384.degrees latitude (g = 980.6199 gals.).
 QB0384
 QB0384.The modeled gravity was interpolated from observed gravity values.
 QB0384
 QB0384;                    North         East    Units  Estimated Accuracy
 QB0384;SPC OR S     -   289,290.    1,780,030.      MT  (+/- 180 meters Scaled)
 QB0384
 QB0384                          SUPERSEDED SURVEY CONTROL
 QB0384
 QB0384  NGVD 29 (??/??/92)  658.44   (m)         2160.2    (f) COMPUTED    2 0
 QB0384
 QB0384.Superseded values are not recommended for survey control.
 QB0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0384.See file dsdata.txt to determine how the superseded data were derived.
 QB0384
 QB0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ003960(NAD 83)
 QB0384_MARKER: Q = CHISELED SQUARE
 QB0384_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QB0384_SP_SET: CULVERT
 QB0384_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB0384
 QB0384  HISTORY     - Date     Condition        Report By
 QB0384  HISTORY     - UNK      MONUMENTED       CGS
 QB0384  HISTORY     - 1946     GOOD             NGS
 QB0384
 QB0384                          STATION DESCRIPTION
 QB0384
 QB0384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 QB0384'15.75 MI N FROM ONTARIO.
 QB0384'ALONG U.S. HIGHWAY NO.30, 15.75 MILES NORTH OF THE ONTARIO UNDERPASS
 QB0384'AT ONTARIO, 0.4 MILE WEST OF WEISER JUNCTION, 127.5 FEET NORTHEAST OF
 QB0384'AND ACROSS THE HIGHWAY FROM HIGHWAY MILE POST 402, 20.5 FEET NORTH OF
 QB0384'CENTER OF THE HIGHWAY, AN OUTLINED CHISELED SQUARE CUT ON TOP OF AND
 QB0384'1.0 FOOT SOUTH OF THE NORTH CORNER OF THE NORTHEAST END OF A CONCRETE
 QB0384'CULVERT WHICH PASSES UNDER THE HIGHWAY AT AN ANGLE, ABOUT THE SAME
 QB0384'ELEVATION AS THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0379 ***********************************************************************
 PA0379  DESIGNATION -  D 314
 PA0379  PID         -  PA0379
 PA0379  STATE/COUNTY-  OR/HARNEY
 PA0379  USGS QUAD   -  BURNS (1960)
 PA0379
 PA0379                         *CURRENT SURVEY CONTROL
 PA0379  ___________________________________________________________________
 PA0379* NAD 83(1986)-  43 33 24.     (N)    119 01 11.     (W)     SCALED    
 PA0379* NAVD 88     -      1262.573  (meters)    4142.29   (feet)  ADJUSTED  
 PA0379  ___________________________________________________________________
 PA0379  GEOID HEIGHT-         -19.13  (meters)                     GEOID03
 PA0379  DYNAMIC HT  -        1261.961 (meters)    4140.28  (feet)  COMP
 PA0379  MODELED GRAV-     980,091.5   (mgal)                       NAVD 88
 PA0379
 PA0379  VERT ORDER  -  SECOND    CLASS 0
 PA0379
 PA0379.The horizontal coordinates were scaled from a topographic map and have
 PA0379.an estimated accuracy of +/- 6 seconds.
 PA0379
 PA0379.The orthometric height was determined by differential leveling
 PA0379.and adjusted in June 1991.
 PA0379
 PA0379.The geoid height was determined by GEOID03.
 PA0379
 PA0379.The dynamic height is computed by dividing the NAVD 88
 PA0379.geopotential number by the normal gravity value computed on the
 PA0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0379.degrees latitude (g = 980.6199 gals.).
 PA0379
 PA0379.The modeled gravity was interpolated from observed gravity values.
 PA0379
 PA0379;                    North         East    Units  Estimated Accuracy
 PA0379;SPC OR S     -   211,010.    1,619,590.      MT  (+/- 180 meters Scaled)
 PA0379
 PA0379                          SUPERSEDED SURVEY CONTROL
 PA0379
 PA0379  NGVD 29 (??/??/92) 1261.380  (m)         4138.38   (f) ADJ UNCH    2 0
 PA0379
 PA0379.Superseded values are not recommended for survey control.
 PA0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0379.See file dsdata.txt to determine how the superseded data were derived.
 PA0379
 PA0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ368246(NAD 83)
 PA0379_MARKER: DB = BENCH MARK DISK
 PA0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0379_SP_SET: CONCRETE POST
 PA0379_STAMPING: D 314 1934 4139
 PA0379_MARK LOGO: ORGS  
 PA0379_MAGNETIC: N = NO MAGNETIC MATERIAL
 PA0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0379+STABILITY: SURFACE MOTION
 PA0379_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PA0379+SATELLITE: SATELLITE OBSERVATIONS - November 07, 1991
 PA0379
 PA0379  HISTORY     - Date     Condition        Report By
 PA0379  HISTORY     - 1934     MONUMENTED       CGS
 PA0379  HISTORY     - 19911107 GOOD             NGS
 PA0379
 PA0379                          STATION DESCRIPTION
 PA0379
 PA0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PA0379'3.5 MI SE FROM BURNS.
 PA0379'ABOUT 3.5 MILES SOUTHEAST ALONG THE FRENCHGLEN HIGHWAY FROM BURNS,
 PA0379'HARNEY COUNTY, AT INTERSECTION WITH EAST-AND-WEST ROAD, 45 FEET EAST
 PA0379'OF HIGHWAY ON NORTH SIDE OF EAST-AND-WEST ROAD, 15 FEET EAST OF
 PA0379'NORTH-AND-SOUTH FENCE, 1 FOOT NORTH OF EAST-AND-WEST FENCE.  A
 PA0379'STANDARD DISK, STAMPED 4139 D 314 1934 AND SET IN A CONCRETE POST.
 PA0379
 PA0379                          STATION RECOVERY (1991)
 PA0379
 PA0379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 (LLR)
 PA0379'THE MARK WAS RECOVERED IN GOOD CONDITION.  IT IS LOCATED 1.9 MI (3.1
 PA0379'KM) SOUTH SOUTH ALONG HIGHWAY 205 FROM ITS INTERSECTION WITH HIGHWAY
 PA0379'78.  IT IS AT AN INTERSECTION OF AN OLD ROAD.  IT IS 13.7 M (44.9 FT)
 PA0379'EAST OF THE HIGHWAY, 13.7 M (44.9 FT) NORTH OF THE CENTERLINE OF THE
 PA0379'OLD ROAD, 4.6 M (15.1 FT) EAST OF A FENCE CORNER, AND 0.3 M (1.0 FT)
 PA0379'NORTH OF AN EAST-WEST FENCE. DESCRIBED BY L.L. RIGGERS
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0169 ***********************************************************************
 PA0169  DESIGNATION -  D 315
 PA0169  PID         -  PA0169
 PA0169  STATE/COUNTY-  OR/HARNEY
 PA0169  USGS QUAD   -  JACKASS BUTTE (1967)
 PA0169
 PA0169                         *CURRENT SURVEY CONTROL
 PA0169  ___________________________________________________________________
 PA0169* NAD 83(1986)-  43 06 46.     (N)    118 54 30.     (W)     SCALED    
 PA0169* NAVD 88     -      1262.991  (meters)    4143.66   (feet)  ADJUSTED  
 PA0169  ___________________________________________________________________
 PA0169  GEOID HEIGHT-         -19.25  (meters)                     GEOID03
 PA0169  DYNAMIC HT  -        1262.319 (meters)    4141.46  (feet)  COMP
 PA0169  MODELED GRAV-     980,045.1   (mgal)                       NAVD 88
 PA0169
 PA0169  VERT ORDER  -  SECOND    CLASS 0
 PA0169
 PA0169.The horizontal coordinates were scaled from a topographic map and have
 PA0169.an estimated accuracy of +/- 6 seconds.
 PA0169
 PA0169.The orthometric height was determined by differential leveling
 PA0169.and adjusted in June 1991.
 PA0169
 PA0169.The geoid height was determined by GEOID03.
 PA0169
 PA0169.The dynamic height is computed by dividing the NAVD 88
 PA0169.geopotential number by the normal gravity value computed on the
 PA0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0169.degrees latitude (g = 980.6199 gals.).
 PA0169
 PA0169.The modeled gravity was interpolated from observed gravity values.
 PA0169
 PA0169;                    North         East    Units  Estimated Accuracy
 PA0169;SPC OR S     -   161,870.    1,629,530.      MT  (+/- 180 meters Scaled)
 PA0169
 PA0169                          SUPERSEDED SURVEY CONTROL
 PA0169
 PA0169  NGVD 29 (??/??/92) 1261.817  (m)         4139.81   (f) ADJ UNCH    2 0
 PA0169
 PA0169.Superseded values are not recommended for survey control.
 PA0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0169.See file dsdata.txt to determine how the superseded data were derived.
 PA0169
 PA0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH447751(NAD 83)
 PA0169_MARKER: DB = BENCH MARK DISK
 PA0169_SETTING: 66 = SET IN ROCK OUTCROP
 PA0169_SP_SET: ROCK
 PA0169_STAMPING: 4140 D 315 1934
 PA0169_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PA0169+STABILITY: POSITION/ELEVATION WELL
 PA0169
 PA0169  HISTORY     - Date     Condition        Report By
 PA0169  HISTORY     - 1934     MONUMENTED       CGS
 PA0169  HISTORY     - 1967     MARK NOT FOUND   USGS
 PA0169
 PA0169                          STATION DESCRIPTION
 PA0169
 PA0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PA0169'13.2 MI S FROM NARROWS.
 PA0169'13.2 MILES SOUTH OF POST OFFICE AT NARROWS, AT THE SOUTH EDGE OF
 PA0169'COYOTE FLAT, 300 FEET SOUTHWEST OF END OF RESERVOIR, 49 FEET SOUTH OF
 PA0169'CENTERLINE OF FRENCHGLEN HIGHWAY, IN A ROCK 3 FEET IN HEIGHT.
 PA0169
 PA0169                          STATION RECOVERY (1967)
 PA0169
 PA0169'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 PA0169'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0340 ***********************************************************************
 NY0340  DESIGNATION -  D 317
 NY0340  PID         -  NY0340
 NY0340  STATE/COUNTY-  OR/KLAMATH
 NY0340  USGS QUAD   -  ALTAMONT (1995)
 NY0340
 NY0340                         *CURRENT SURVEY CONTROL
 NY0340  ___________________________________________________________________
 NY0340* NAD 83(1986)-  42 12 16.     (N)    121 44 47.     (W)     SCALED    
 NY0340* NAVD 88     -      1249.068  (meters)    4097.98   (feet)  ADJUSTED  
 NY0340  ___________________________________________________________________
 NY0340  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 NY0340  DYNAMIC HT  -        1248.313 (meters)    4095.51  (feet)  COMP
 NY0340  MODELED GRAV-     979,974.5   (mgal)                       NAVD 88
 NY0340
 NY0340  VERT ORDER  -  FIRST     CLASS II
 NY0340
 NY0340.The horizontal coordinates were scaled from a topographic map and have
 NY0340.an estimated accuracy of +/- 6 seconds.
 NY0340
 NY0340.The orthometric height was determined by differential leveling
 NY0340.and adjusted in June 1991.
 NY0340
 NY0340.The geoid height was determined by GEOID03.
 NY0340
 NY0340.The dynamic height is computed by dividing the NAVD 88
 NY0340.geopotential number by the normal gravity value computed on the
 NY0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0340.degrees latitude (g = 980.6199 gals.).
 NY0340
 NY0340.The modeled gravity was interpolated from observed gravity values.
 NY0340
 NY0340;                    North         East    Units  Estimated Accuracy
 NY0340;SPC OR S     -    60,510.    1,397,070.      MT  (+/- 180 meters Scaled)
 NY0340
 NY0340                          SUPERSEDED SURVEY CONTROL
 NY0340
 NY0340  NGVD 29 (??/??/92) 1247.973  (m)         4094.39   (f) ADJ UNCH    1 2
 NY0340
 NY0340.Superseded values are not recommended for survey control.
 NY0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0340.See file dsdata.txt to determine how the superseded data were derived.
 NY0340
 NY0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM034732(NAD 83)
 NY0340_MARKER: DD = SURVEY DISK
 NY0340_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NY0340_SP_SET: STEP
 NY0340_STAMPING: D 317 1941
 NY0340_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NY0340
 NY0340  HISTORY     - Date     Condition        Report By
 NY0340  HISTORY     - 1941     MONUMENTED       ORDT
 NY0340  HISTORY     - 1954     GOOD             NGS
 NY0340  HISTORY     - 20060528 MARK NOT FOUND   NGS
 NY0340
 NY0340                          STATION DESCRIPTION
 NY0340
 NY0340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NY0340'2.2 MI E FROM KLAMATH FALLS.
 NY0340'2.1 MILES EAST ALONG SOUTH SIXTH STREET (OREGON STATE HIGHWAY 66) FROM
 NY0340'THE POST OFFICE AT KLAMATH FALLS, THENCE 0.1 MILE SOUTH ALONG ALTAMONT
 NY0340'DRIVE, ON THE WEST SIDE OF THE STATE HIGHWAY DEPARTMENT HEADQUARTERS
 NY0340'BUILDING, AT THE SECOND ENTRANCE FROM THE SOUTH END OF THE BUILDING,
 NY0340'SET IN THE TOP OF THE BOTTOM CONCRETE STEP OF THE ENTRANCE, 130 FEET
 NY0340'EAST OF THE CENTER LINE OF ALTAMONT DRIVE, AND 0.5 FOOT SOUTH OF THE
 NY0340'NORTH END OF THE STEP.  NOTE-- A PIECE OF CONCRETE HAS BEEN BROKEN OFF
 NY0340'THE STEP ON THE NORTHWEST SIDE OF THE BENCH MARK.
 NY0340
 NY0340                          STATION RECOVERY (2006)
 NY0340
 NY0340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (TGW)
 NY0340'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0423 ***********************************************************************
 RD0423  DESIGNATION -  D 32
 RD0423  PID         -  RD0423
 RD0423  STATE/COUNTY-  OR/MULTNOMAH
 RD0423  USGS QUAD   -  PORTLAND (1990)
 RD0423
 RD0423                         *CURRENT SURVEY CONTROL
 RD0423  ___________________________________________________________________
 RD0423* NAD 83(1986)-  45 36 47.     (N)    122 42 10.     (W)     SCALED    
 RD0423* NAVD 88     -        15.632  (meters)      51.29   (feet)  ADJUSTED  
 RD0423  ___________________________________________________________________
 RD0423  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 RD0423  DYNAMIC HT  -          15.632 (meters)      51.29  (feet)  COMP
 RD0423  MODELED GRAV-     980,624.7   (mgal)                       NAVD 88
 RD0423
 RD0423  VERT ORDER  -  FIRST     CLASS II
 RD0423
 RD0423.The horizontal coordinates were scaled from a topographic map and have
 RD0423.an estimated accuracy of +/- 6 seconds.
 RD0423
 RD0423.The orthometric height was determined by differential leveling
 RD0423.and adjusted in June 1991.
 RD0423
 RD0423.The geoid height was determined by GEOID03.
 RD0423
 RD0423.The dynamic height is computed by dividing the NAVD 88
 RD0423.geopotential number by the normal gravity value computed on the
 RD0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0423.degrees latitude (g = 980.6199 gals.).
 RD0423
 RD0423.The modeled gravity was interpolated from observed gravity values.
 RD0423
 RD0423;                    North         East    Units  Estimated Accuracy
 RD0423;SPC OR N     -   218,630.    2,328,210.      MT  (+/- 180 meters Scaled)
 RD0423
 RD0423                          SUPERSEDED SURVEY CONTROL
 RD0423
 RD0423  NGVD 29 (05/16/90)   14.578  (m)           47.83   (f) ADJUSTED    1 2
 RD0423
 RD0423.Superseded values are not recommended for survey control.
 RD0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0423.See file dsdata.txt to determine how the superseded data were derived.
 RD0423
 RD0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER231511(NAD 83)
 RD0423_MARKER: DB = BENCH MARK DISK
 RD0423_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RD0423_SP_SET: BRIDGE ABUTMENT
 RD0423_STAMPING: 47.887 FT D 32 1920
 RD0423_MARK LOGO: CGS   
 RD0423_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RD0423
 RD0423  HISTORY     - Date     Condition        Report By
 RD0423  HISTORY     - 1920     MONUMENTED       CGS
 RD0423  HISTORY     - 1961     GOOD             NGS
 RD0423  HISTORY     - 1987     GOOD             NGS
 RD0423  HISTORY     - 1989     GOOD             USPSQD
 RD0423  HISTORY     - 1990     GOOD             USPSQD
 RD0423  HISTORY     - 19940628 GOOD             USPSQD
 RD0423  HISTORY     - 20020224 MARK NOT FOUND   USPSQD
 RD0423
 RD0423                          STATION DESCRIPTION
 RD0423
 RD0423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RD0423'IN PORTLAND.
 RD0423'ABOUT 1.5 MILES NORTH NORTHEAST OF THE SPOKANE, PORTLAND AND SEATTLE
 RD0423'RAILWAY DEPOT AT EAST ST. JOHNS, AT THE SOUTHWEST CORNER OF THE LONG
 RD0423'RAIL ROAD BRIDGE OVER NORTH PORTLAND HARBOR AND THE COLUMBIA RIVER.
 RD0423'SET IN TOP OF THE NORTHWEST END OF THE SOUTHWEST ABUTMENT, AND ABOUT 4
 RD0423'FEET WEST OF THE WEST RAIL.
 RD0423
 RD0423                          STATION RECOVERY (1987)
 RD0423
 RD0423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD0423'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN NORTH
 RD0423'PORTLAND, IN THE SOUTHWEST END OF THE BURLINGTON NORTHERN RAILROAD
 RD0423'BRIDGE OVER NORTH PORTLAND HARBOR, IN TOP AND 1.2 M (3.9 FT)
 RD0423'SOUTHEAST OF THE NORTHWEST END OF THE SOUTHWEST ABUTMENT OF THE
 RD0423'BRIDGE, 1.2 M (3.9 FT) NORTHWEST OF THE NORTHWEST RAIL.
 RD0423'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 RD0423
 RD0423                          STATION RECOVERY (1989)
 RD0423
 RD0423'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RD0423'RECOVERED IN GOOD CONDITION.
 RD0423
 RD0423                          STATION RECOVERY (1990)
 RD0423
 RD0423'RECOVERY NOTE BY US POWER SQUADRON 1990 (FV)
 RD0423'RECOVERED IN GOOD CONDITION.
 RD0423
 RD0423                          STATION RECOVERY (1994)
 RD0423
 RD0423'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD0423'RECOVERED IN GOOD CONDITION.
 RD0423
 RD0423                          STATION RECOVERY (2002)
 RD0423
 RD0423'RECOVERY NOTE BY US POWER SQUADRON 2002 (JB)
 RD0423'MARK NOT FOUND.  THIS PORTION OF THE BRIDGE APPEARS TO HAVE BEEN
 RD0423'REBUILT SOMETIME AFTER 1994.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0185 ***********************************************************************
 PA0185  DESIGNATION -  D 320
 PA0185  PID         -  PA0185
 PA0185  STATE/COUNTY-  OR/HARNEY
 PA0185  USGS QUAD   -  MALHEUR LAKE EAST (1990)
 PA0185
 PA0185                         *CURRENT SURVEY CONTROL
 PA0185  ___________________________________________________________________
 PA0185* NAD 83(1986)-  43 15 44.     (N)    118 39 41.     (W)     SCALED    
 PA0185* NAVD 88     -      1265.379  (meters)    4151.50   (feet)  ADJUSTED  
 PA0185  ___________________________________________________________________
 PA0185  GEOID HEIGHT-         -18.98  (meters)                     GEOID03
 PA0185  DYNAMIC HT  -        1264.740 (meters)    4149.40  (feet)  COMP
 PA0185  MODELED GRAV-     980,071.2   (mgal)                       NAVD 88
 PA0185
 PA0185  VERT ORDER  -  SECOND    CLASS 0
 PA0185
 PA0185.The horizontal coordinates were scaled from a topographic map and have
 PA0185.an estimated accuracy of +/- 6 seconds.
 PA0185
 PA0185.The orthometric height was determined by differential leveling
 PA0185.and adjusted in June 1991.
 PA0185
 PA0185.The geoid height was determined by GEOID03.
 PA0185
 PA0185.The dynamic height is computed by dividing the NAVD 88
 PA0185.geopotential number by the normal gravity value computed on the
 PA0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0185.degrees latitude (g = 980.6199 gals.).
 PA0185
 PA0185.The modeled gravity was interpolated from observed gravity values.
 PA0185
 PA0185;                    North         East    Units  Estimated Accuracy
 PA0185;SPC OR S     -   178,880.    1,649,260.      MT  (+/- 180 meters Scaled)
 PA0185
 PA0185                          SUPERSEDED SURVEY CONTROL
 PA0185
 PA0185  NGVD 29 (??/??/92) 1264.216  (m)         4147.68   (f) ADJ UNCH    2 0
 PA0185
 PA0185.Superseded values are not recommended for survey control.
 PA0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0185.See file dsdata.txt to determine how the superseded data were derived.
 PA0185
 PA0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH651912(NAD 83)
 PA0185_MARKER: DB = BENCH MARK DISK
 PA0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PA0185_STAMPING: 4148 D 320 1934
 PA0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0185+STABILITY: SURFACE MOTION
 PA0185
 PA0185  HISTORY     - Date     Condition        Report By
 PA0185  HISTORY     - 1934     MONUMENTED       CGS
 PA0185  HISTORY     - 1958     MARK NOT FOUND   USGS
 PA0185
 PA0185                          STATION DESCRIPTION
 PA0185
 PA0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PA0185'5.4 MI W FROM PRINCETON.
 PA0185'5.4 MILES WEST OF POST OFFICE AT PRINCETON, 4 MILES WEST OF THE
 PA0185'PRINCETON-CRANE ROAD, 70 FEET EAST OF A TELEPHONE POLE, 36 FEET SOUTH
 PA0185'OF CENTERLINE OF PRINCETON-NARROWS ROAD, ON A TELEPHONE LINE.
 PA0185
 PA0185                          STATION RECOVERY (1958)
 PA0185
 PA0185'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 PA0185'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0680 ***********************************************************************
 QE0680  DESIGNATION -  D 322
 QE0680  PID         -  QE0680
 QE0680  STATE/COUNTY-  OR/LINN
 QE0680  USGS QUAD   -  ALBANY (1975)
 QE0680
 QE0680                         *CURRENT SURVEY CONTROL
 QE0680  ___________________________________________________________________
 QE0680* NAD 83(1986)-  44 37 59.     (N)    123 06 45.     (W)     SCALED    
 QE0680* NAVD 88     -        66.087  (meters)     216.82   (feet)  ADJUSTED  
 QE0680  ___________________________________________________________________
 QE0680  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 QE0680  DYNAMIC HT  -          66.083 (meters)     216.81  (feet)  COMP
 QE0680  MODELED GRAV-     980,558.1   (mgal)                       NAVD 88
 QE0680
 QE0680  VERT ORDER  -  FIRST     CLASS II
 QE0680
 QE0680.The horizontal coordinates were scaled from a topographic map and have
 QE0680.an estimated accuracy of +/- 6 seconds.
 QE0680
 QE0680.The orthometric height was determined by differential leveling
 QE0680.and adjusted in June 1991.
 QE0680
 QE0680.The geoid height was determined by GEOID03.
 QE0680
 QE0680.The dynamic height is computed by dividing the NAVD 88
 QE0680.geopotential number by the normal gravity value computed on the
 QE0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0680.degrees latitude (g = 980.6199 gals.).
 QE0680
 QE0680.The modeled gravity was interpolated from observed gravity values.
 QE0680
 QE0680;                    North         East    Units  Estimated Accuracy
 QE0680;SPC OR N     -   110,740.    2,292,750.      MT  (+/- 180 meters Scaled)
 QE0680
 QE0680                          SUPERSEDED SURVEY CONTROL
 QE0680
 QE0680  NGVD 29 (??/??/92)   65.076  (m)          213.50   (f) ADJ UNCH    1 2
 QE0680
 QE0680.Superseded values are not recommended for survey control.
 QE0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0680.See file dsdata.txt to determine how the superseded data were derived.
 QE0680
 QE0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ910421(NAD 83)
 QE0680_MARKER: DD = SURVEY DISK
 QE0680_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QE0680_SP_SET: CURB
 QE0680_STAMPING: D 322 1939
 QE0680_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0680
 QE0680  HISTORY     - Date     Condition        Report By
 QE0680  HISTORY     - 1939     MONUMENTED       DOD
 QE0680  HISTORY     - 1961     GOOD             NGS
 QE0680  HISTORY     - 19860510 MARK NOT FOUND   USPSQD
 QE0680  HISTORY     - 1987     MARK NOT FOUND   NGS
 QE0680
 QE0680                          STATION DESCRIPTION
 QE0680
 QE0680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 QE0680'IN ALBANY.
 QE0680'SET IN TOP OF THE CONCRETE CURB, AT THE SOUTHEAST CORNER OF THE
 QE0680'INTERSECTION OF WEST FIFTH AND CALAPOOYA STREETS, IN LINE WITH THE
 QE0680'NORTH EDGE OF THE WEST FIFTH STREET SIDEWALK.
 QE0680
 QE0680                          STATION RECOVERY (1986)
 QE0680
 QE0680'RECOVERY NOTE BY US POWER SQUADRON 1986 (RCC)
 QE0680'MARK NOT FOUND.
 QE0680
 QE0680                          STATION RECOVERY (1987)
 QE0680
 QE0680'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE0680'THERE IS A NEW CURB AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0064 ***********************************************************************
 PA0064  DESIGNATION -  D 326
 PA0064  PID         -  PA0064
 PA0064  STATE/COUNTY-  OR/MALHEUR
 PA0064  USGS QUAD   -  PETES MOUNTAIN (1990)
 PA0064
 PA0064                         *CURRENT SURVEY CONTROL
 PA0064  ___________________________________________________________________
 PA0064* NAD 83(1986)-  43 46 04.     (N)    118 11 34.     (W)     SCALED    
 PA0064* NAVD 88     -      1070.919  (meters)    3513.51   (feet)  ADJUSTED  
 PA0064  ___________________________________________________________________
 PA0064  GEOID HEIGHT-         -18.28  (meters)                     GEOID03
 PA0064  DYNAMIC HT  -        1070.457 (meters)    3511.99  (feet)  COMP
 PA0064  MODELED GRAV-     980,150.9   (mgal)                       NAVD 88
 PA0064
 PA0064  VERT ORDER  -  FIRST     CLASS II
 PA0064
 PA0064.The horizontal coordinates were scaled from a topographic map and have
 PA0064.an estimated accuracy of +/- 6 seconds.
 PA0064
 PA0064.The orthometric height was determined by differential leveling
 PA0064.and adjusted in June 1991.
 PA0064
 PA0064.The geoid height was determined by GEOID03.
 PA0064
 PA0064.The dynamic height is computed by dividing the NAVD 88
 PA0064.geopotential number by the normal gravity value computed on the
 PA0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0064.degrees latitude (g = 980.6199 gals.).
 PA0064
 PA0064.The modeled gravity was interpolated from observed gravity values.
 PA0064
 PA0064;                    North         East    Units  Estimated Accuracy
 PA0064;SPC OR S     -   235,960.    1,685,740.      MT  (+/- 180 meters Scaled)
 PA0064
 PA0064                          SUPERSEDED SURVEY CONTROL
 PA0064
 PA0064  NGVD 29 (??/??/92) 1069.799  (m)         3509.83   (f) ADJ UNCH    1 2
 PA0064
 PA0064.Superseded values are not recommended for survey control.
 PA0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0064.See file dsdata.txt to determine how the superseded data were derived.
 PA0064
 PA0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ039467(NAD 83)
 PA0064_MARKER: DD = SURVEY DISK
 PA0064_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PA0064_SP_SET: CULVERT
 PA0064_STAMPING: D 326 1934
 PA0064_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PA0064
 PA0064  HISTORY     - Date     Condition        Report By
 PA0064  HISTORY     - 1934     MONUMENTED       ORDT
 PA0064  HISTORY     - 1943     GOOD             NGS
 PA0064  HISTORY     - 1966     MARK NOT FOUND   NGS
 PA0064
 PA0064                          STATION DESCRIPTION
 PA0064
 PA0064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PA0064'7.25 MI W FROM JUNTURA.
 PA0064'ABOUT 7.25 MILES WEST ALONG U.S. HIGHWAY 20 FROM THE STATION AT
 PA0064'JUNTURA, MALHEUR COUNTY, AT HIGHWAY MILAGE 182.65, AT THE NORTHWEST
 PA0064'CORNER OF A 5 X 5 FOOT CONCRETE BOX CULVERT, 17.5 FEET NORTH OF THE
 PA0064'CENTER OF THE HIGHWAY, 3 FEET LOWER THAN THE HIGHWAY.
 PA0064
 PA0064                          STATION RECOVERY (1966)
 PA0064
 PA0064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 PA0064'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0939 ***********************************************************************
 RB0939  DESIGNATION -  D 327
 RB0939  PID         -  RB0939
 RB0939  STATE/COUNTY-  OR/MORROW
 RB0939  USGS QUAD   -  STRAWBERRY CANYON SW (1968)
 RB0939
 RB0939                         *CURRENT SURVEY CONTROL
 RB0939  ___________________________________________________________________
 RB0939* NAD 83(1986)-  45 30 41.     (N)    119 37 56.     (W)     SCALED    
 RB0939* NAVD 88     -       427.689  (meters)    1403.18   (feet)  ADJUSTED  
 RB0939  ___________________________________________________________________
 RB0939  GEOID HEIGHT-         -21.25  (meters)                     GEOID03
 RB0939  DYNAMIC HT  -         427.642 (meters)    1403.02  (feet)  COMP
 RB0939  MODELED GRAV-     980,492.4   (mgal)                       NAVD 88
 RB0939
 RB0939  VERT ORDER  -  SECOND    CLASS 0
 RB0939
 RB0939.The horizontal coordinates were scaled from a topographic map and have
 RB0939.an estimated accuracy of +/- 6 seconds.
 RB0939
 RB0939.The orthometric height was determined by differential leveling
 RB0939.and adjusted in June 1991.
 RB0939
 RB0939.The geoid height was determined by GEOID03.
 RB0939
 RB0939.The dynamic height is computed by dividing the NAVD 88
 RB0939.geopotential number by the normal gravity value computed on the
 RB0939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0939.degrees latitude (g = 980.6199 gals.).
 RB0939
 RB0939.The modeled gravity was interpolated from observed gravity values.
 RB0939
 RB0939;                    North         East    Units  Estimated Accuracy
 RB0939;SPC OR N     -   205,350.    2,567,800.      MT  (+/- 180 meters Scaled)
 RB0939
 RB0939                          SUPERSEDED SURVEY CONTROL
 RB0939
 RB0939  NGVD 29 (??/??/92)  426.645  (m)         1399.75   (f) ADJ UNCH    2 0
 RB0939
 RB0939.Superseded values are not recommended for survey control.
 RB0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0939.See file dsdata.txt to determine how the superseded data were derived.
 RB0939
 RB0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKL943431(NAD 83)
 RB0939_MARKER: DD = SURVEY DISK
 RB0939_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RB0939_SP_SET: CULVERT
 RB0939_STAMPING: D 327 1947
 RB0939_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RB0939
 RB0939  HISTORY     - Date     Condition        Report By
 RB0939  HISTORY     - 1947     MONUMENTED       ORDT
 RB0939  HISTORY     - 1959     GOOD             NGS
 RB0939
 RB0939                          STATION DESCRIPTION
 RB0939
 RB0939'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RB0939'5.95 MI NE FROM LEXINGTON.
 RB0939'5.95 MILES NORTHEAST ALONG STATE HIGHWAY 207 FROM THE PUBLIC SCHOOL AT
 RB0939'LEXINGTON, 0.1 MILE SOUTHEAST OF MILEPOST 6, IN TOP OF THE SOUTHWEST
 RB0939'END OF THE SOUTHEAST CONCRETE HEAD WALL OF A 8-BY 6-FOOT CONCRETE BOX
 RB0939'CULVERT, 15 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 0.5
 RB0939'FOOT NORTHEAST OF THE SOUTHWEST END OF THE HEAD WALL, AND ABOUT 1 FOOT
 RB0939'HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0315 ***********************************************************************
 RB0315  DESIGNATION -  D 33
 RB0315  PID         -  RB0315
 RB0315  STATE/COUNTY-  OR/UMATILLA
 RB0315  USGS QUAD   -  BRIDGE CREEK (1995)
 RB0315
 RB0315                         *CURRENT SURVEY CONTROL
 RB0315  ___________________________________________________________________
 RB0315* NAD 83(1986)-  45 02 52.     (N)    118 55 30.     (W)     SCALED    
 RB0315* NAVD 88     -      1185.602  (meters)    3889.76   (feet)  ADJUSTED  
 RB0315  ___________________________________________________________________
 RB0315  GEOID HEIGHT-         -18.23  (meters)                     GEOID03
 RB0315  DYNAMIC HT  -        1185.262 (meters)    3888.65  (feet)  COMP
 RB0315  MODELED GRAV-     980,288.2   (mgal)                       NAVD 88
 RB0315
 RB0315  VERT ORDER  -  FIRST     CLASS II
 RB0315
 RB0315.The horizontal coordinates were scaled from a topographic map and have
 RB0315.an estimated accuracy of +/- 6 seconds.
 RB0315
 RB0315.The orthometric height was determined by differential leveling
 RB0315.and adjusted in June 1991.
 RB0315
 RB0315.The geoid height was determined by GEOID03.
 RB0315
 RB0315.The dynamic height is computed by dividing the NAVD 88
 RB0315.geopotential number by the normal gravity value computed on the
 RB0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0315.degrees latitude (g = 980.6199 gals.).
 RB0315
 RB0315.The modeled gravity was interpolated from observed gravity values.
 RB0315
 RB0315;                    North         East    Units  Estimated Accuracy
 RB0315;SPC OR N     -   154,680.    2,624,060.      MT  (+/- 180 meters Scaled)
 RB0315
 RB0315                          SUPERSEDED SURVEY CONTROL
 RB0315
 RB0315  NGVD 29 (??/??/92) 1184.450  (m)         3885.98   (f) ADJ UNCH    1 2
 RB0315
 RB0315.Superseded values are not recommended for survey control.
 RB0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0315.See file dsdata.txt to determine how the superseded data were derived.
 RB0315
 RB0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK484900(NAD 83)
 RB0315_MARKER: DB = BENCH MARK DISK
 RB0315_SETTING: 66 = SET IN ROCK OUTCROP
 RB0315_SP_SET: BEDROCK
 RB0315_STAMPING: D 33 1930 3886.196
 RB0315_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RB0315+STABILITY: POSITION/ELEVATION WELL
 RB0315
 RB0315  HISTORY     - Date     Condition        Report By
 RB0315  HISTORY     - 1930     MONUMENTED       CGS
 RB0315  HISTORY     - 1968     GOOD             NGS
 RB0315
 RB0315                          STATION DESCRIPTION
 RB0315
 RB0315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RB0315'8.0 MI S FROM UKIAH.
 RB0315'8.0 MILES SOUTH ALONG THE OLD UKIAH-DALE ROAD FROM THE UKIAH POST
 RB0315'OFFICE, AT THE TOP OF THE GRADE ON THE SOUTH SIDE OF BRIDGE CREEK
 RB0315'CANYON, 1.0 MILE SOUTH OF WHERE THE ROAD CROSSES THE CREEK AT THE
 RB0315'BOTTOM OF THE CANYON, 105 FEET SOUTHWEST OF THE WEST END OF A GATE
 RB0315'ACROSS THE ROAD, 83 FEET SOUTHWEST OF AN 18-INCH PINE TREE THAT SERVES
 RB0315'AS A CORNER POST, 53 FEET NORTHWEST OF THE CENTER OF THE ROAD, 21 FEET
 RB0315'NORTHEAST OF A 1-FOOT PINE TREE WITH A WITNESS SIGN NAILED ON IT AND 1
 RB0315'FOOT EAST OF A ROCK CAIRN.  IT IS CEMENTED IN A DRILL HOLE IN A 2 BY 3
 RB0315'FOOT BEDROCK THAT PROJECTS 6 INCHES AND THE LETTERS B M WERE PAINTED
 RB0315'ON THE ROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0436 ***********************************************************************
 RC0436  DESIGNATION -  D 341
 RC0436  PID         -  RC0436
 RC0436  STATE/COUNTY-  OR/SHERMAN
 RC0436  USGS QUAD   -  ROSEBUSH (1970)
 RC0436
 RC0436                         *CURRENT SURVEY CONTROL
 RC0436  ___________________________________________________________________
 RC0436* NAD 83(1986)-  45 15 27.     (N)    120 40 56.     (W)     SCALED    
 RC0436* NAVD 88     -       799.651  (meters)    2623.52   (feet)  ADJUSTED  
 RC0436  ___________________________________________________________________
 RC0436  GEOID HEIGHT-         -20.89  (meters)                     GEOID03
 RC0436  DYNAMIC HT  -         799.508 (meters)    2623.05  (feet)  COMP
 RC0436  MODELED GRAV-     980,410.2   (mgal)                       NAVD 88
 RC0436
 RC0436  VERT ORDER  -  FIRST     CLASS II
 RC0436
 RC0436.The horizontal coordinates were scaled from a topographic map and have
 RC0436.an estimated accuracy of +/- 6 seconds.
 RC0436
 RC0436.The orthometric height was determined by differential leveling
 RC0436.and adjusted in June 1991.
 RC0436
 RC0436.The geoid height was determined by GEOID03.
 RC0436
 RC0436.The dynamic height is computed by dividing the NAVD 88
 RC0436.geopotential number by the normal gravity value computed on the
 RC0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0436.degrees latitude (g = 980.6199 gals.).
 RC0436
 RC0436.The modeled gravity was interpolated from observed gravity values.
 RC0436
 RC0436;                    North         East    Units  Estimated Accuracy
 RC0436;SPC OR N     -   176,790.    2,485,700.      MT  (+/- 180 meters Scaled)
 RC0436
 RC0436                          SUPERSEDED SURVEY CONTROL
 RC0436
 RC0436  NGVD 29 (??/??/92)  798.594  (m)         2620.05   (f) ADJ UNCH    1 2
 RC0436
 RC0436.Superseded values are not recommended for survey control.
 RC0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0436.See file dsdata.txt to determine how the superseded data were derived.
 RC0436
 RC0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR818141(NAD 83)
 RC0436_MARKER: DB = BENCH MARK DISK
 RC0436_SETTING: 66 = SET IN ROCK OUTCROP
 RC0436_SP_SET: ROCK OUTCROP
 RC0436_STAMPING: D 341 1937
 RC0436_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RC0436+STABILITY: POSITION/ELEVATION WELL
 RC0436
 RC0436  HISTORY     - Date     Condition        Report By
 RC0436  HISTORY     - 1937     MONUMENTED       CGS
 RC0436  HISTORY     - 1961     GOOD             NGS
 RC0436  HISTORY     - 1970     MARK NOT FOUND   NGS
 RC0436  HISTORY     - 1987     MARK NOT FOUND   NGS
 RC0436
 RC0436                          STATION DESCRIPTION
 RC0436
 RC0436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RC0436'4.8 MI N FROM KENT.
 RC0436'WAS ABOUT 4.8 MILES NORTH OF KENT, 1.9 MILE SOUTHEAST OF THE RAILROAD
 RC0436'SIGN BURBON, AT A SECTION LINE ROAD CROSSING, 78 FEET SOUTHEAST OF THE
 RC0436'CENTER LINE OF THE ROAD, 45 FEET NORTHEAST OF THE CENTER LINE OF THE
 RC0436'TRACK, 36 FEET SOUTH OF A FENCE, 5 FEET SOUTHWEST OF THE RIGHT-OF-WAY
 RC0436'FENCE, AND IN TOP OF A ROCK OUTCROP.  NOTE-- THERE HAD BEEN HEAVY
 RC0436'MACHINERY WORKING IN THIS AREA.  NOTE-- THE GENERAL AREA OF THE
 RC0436'DESCRIPTION HAS BEEN ALL BULLDOZED OUT AND THE BOULDER WITH DRILL HOLE
 RC0436'WAS FOUND.  THE TABLET WASNT RECOVERED.
 RC0436
 RC0436                          STATION RECOVERY (1970)
 RC0436
 RC0436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 RC0436'MARK NOT FOUND.
 RC0436
 RC0436                          STATION RECOVERY (1987)
 RC0436
 RC0436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RC0436'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0123 ***********************************************************************
 OA0123  DESIGNATION -  D 342
 OA0123  PID         -  OA0123
 OA0123  STATE/COUNTY-  OR/CURRY
 OA0123  USGS QUAD   -  AGNESS (1989)
 OA0123
 OA0123                         *CURRENT SURVEY CONTROL
 OA0123  ___________________________________________________________________
 OA0123* NAD 83(1986)-  42 32 40.     (N)    124 02 57.     (W)     SCALED    
 OA0123* NAVD 88     -        66.860  (meters)     219.36   (feet)  ADJUSTED  
 OA0123  ___________________________________________________________________
 OA0123  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 OA0123  DYNAMIC HT  -          66.841 (meters)     219.29  (feet)  COMP
 OA0123  MODELED GRAV-     980,342.5   (mgal)                       NAVD 88
 OA0123
 OA0123  VERT ORDER  -  SECOND    CLASS 0
 OA0123
 OA0123.The horizontal coordinates were scaled from a topographic map and have
 OA0123.an estimated accuracy of +/- 6 seconds.
 OA0123
 OA0123.The orthometric height was determined by differential leveling
 OA0123.and adjusted in June 1991.
 OA0123
 OA0123.The geoid height was determined by GEOID03.
 OA0123
 OA0123.The dynamic height is computed by dividing the NAVD 88
 OA0123.geopotential number by the normal gravity value computed on the
 OA0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0123.degrees latitude (g = 980.6199 gals.).
 OA0123
 OA0123.The modeled gravity was interpolated from observed gravity values.
 OA0123
 OA0123;                    North         East    Units  Estimated Accuracy
 OA0123;SPC OR S     -   103,680.    1,208,570.      MT  (+/- 180 meters Scaled)
 OA0123
 OA0123                          SUPERSEDED SURVEY CONTROL
 OA0123
 OA0123  NGVD 29 (??/??/92)   65.776  (m)          215.80   (f) ADJ UNCH    2 0
 OA0123
 OA0123.Superseded values are not recommended for survey control.
 OA0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0123.See file dsdata.txt to determine how the superseded data were derived.
 OA0123
 OA0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN138107(NAD 83)
 OA0123_MARKER: DB = BENCH MARK DISK
 OA0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OA0123_STAMPING: D 342 1942
 OA0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0123+STABILITY: SURFACE MOTION
 OA0123
 OA0123  HISTORY     - Date     Condition        Report By
 OA0123  HISTORY     - 1942     MONUMENTED       CGS
 OA0123  HISTORY     - 1964     MARK NOT FOUND   NGS
 OA0123  HISTORY     - 19861201 MARK NOT FOUND   USGS
 OA0123
 OA0123                          STATION DESCRIPTION
 OA0123
 OA0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OA0123'1.6 MI SE FROM AGNESS.
 OA0123'ALONG A ROAD AND THE ILLINOIS RIVER TRAIL, 150 FEET EAST OF A SMALL
 OA0123'SHED, 14 FEET EAST OF CENTER LINE OF ROAD.  WITNESS POST HAS BEEN SET
 OA0123'MARKED, U. S. B.M.
 OA0123
 OA0123                          STATION RECOVERY (1964)
 OA0123
 OA0123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 OA0123'MARK NOT FOUND.
 OA0123
 OA0123                          STATION RECOVERY (1986)
 OA0123
 OA0123'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (TAM)
 OA0123'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0655 ***********************************************************************
 NZ0655  DESIGNATION -  D 343
 NZ0655  PID         -  NZ0655
 NZ0655  STATE/COUNTY-  OR/JOSEPHINE
 NZ0655  USGS QUAD   -  YORK BUTTE (1989)
 NZ0655
 NZ0655                         *CURRENT SURVEY CONTROL
 NZ0655  ___________________________________________________________________
 NZ0655* NAD 83(1986)-  42 25 19.     (N)    123 52 11.     (W)     SCALED    
 NZ0655* NAVD 88     -       796.159  (meters)    2612.07   (feet)  ADJUSTED  
 NZ0655  ___________________________________________________________________
 NZ0655  GEOID HEIGHT-         -25.10  (meters)                     GEOID03
 NZ0655  DYNAMIC HT  -         795.825 (meters)    2610.97  (feet)  COMP
 NZ0655  MODELED GRAV-     980,175.0   (mgal)                       NAVD 88
 NZ0655
 NZ0655  VERT ORDER  -  SECOND    CLASS 0
 NZ0655
 NZ0655.The horizontal coordinates were scaled from a topographic map and have
 NZ0655.an estimated accuracy of +/- 6 seconds.
 NZ0655
 NZ0655.The orthometric height was determined by differential leveling
 NZ0655.and adjusted in June 1991.
 NZ0655
 NZ0655.The geoid height was determined by GEOID03.
 NZ0655
 NZ0655.The dynamic height is computed by dividing the NAVD 88
 NZ0655.geopotential number by the normal gravity value computed on the
 NZ0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0655.degrees latitude (g = 980.6199 gals.).
 NZ0655
 NZ0655.The modeled gravity was interpolated from observed gravity values.
 NZ0655
 NZ0655;                    North         East    Units  Estimated Accuracy
 NZ0655;SPC OR S     -    89,480.    1,222,750.      MT  (+/- 180 meters Scaled)
 NZ0655
 NZ0655                          SUPERSEDED SURVEY CONTROL
 NZ0655
 NZ0655  NGVD 29 (??/??/92)  795.154  (m)         2608.77   (f) ADJ UNCH    2 0
 NZ0655
 NZ0655.Superseded values are not recommended for survey control.
 NZ0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0655.See file dsdata.txt to determine how the superseded data were derived.
 NZ0655
 NZ0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM284969(NAD 83)
 NZ0655_MARKER: DB = BENCH MARK DISK
 NZ0655_SETTING: 66 = SET IN ROCK OUTCROP
 NZ0655_SP_SET: ROCK OUTCROP
 NZ0655_STAMPING: D 343 1942
 NZ0655_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NZ0655+STABILITY: POSITION/ELEVATION WELL
 NZ0655
 NZ0655  HISTORY     - Date     Condition        Report By
 NZ0655  HISTORY     - 1942     MONUMENTED       CGS
 NZ0655
 NZ0655                          STATION DESCRIPTION
 NZ0655
 NZ0655'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NZ0655'22.7 MI SE FROM AGNESS.
 NZ0655'ALONG A ROAD AND THE ILLINOIS RIVER TRAIL, 30 FEET WEST OF TRAIL SIGN,
 NZ0655'AGNESS 22 MILES.  BRIGGS CREEK 8 MILES, 3 FEET NORTH OF CENTER LINE OF
 NZ0655'TRAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0030 ***********************************************************************
 OA0030  DESIGNATION -  D 344
 OA0030  PID         -  OA0030
 OA0030  STATE/COUNTY-  OR/CURRY
 OA0030  USGS QUAD   -  AGNESS (1989)
 OA0030
 OA0030                         *CURRENT SURVEY CONTROL
 OA0030  ___________________________________________________________________
 OA0030* NAD 83(1986)-  42 34 32.     (N)    124 03 25.     (W)     SCALED    
 OA0030* NAVD 88     -        61.862  (meters)     202.96   (feet)  ADJUSTED  
 OA0030  ___________________________________________________________________
 OA0030  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 OA0030  DYNAMIC HT  -          61.845 (meters)     202.90  (feet)  COMP
 OA0030  MODELED GRAV-     980,347.3   (mgal)                       NAVD 88
 OA0030
 OA0030  VERT ORDER  -  SECOND    CLASS 0
 OA0030
 OA0030.The horizontal coordinates were scaled from a topographic map and have
 OA0030.an estimated accuracy of +/- 6 seconds.
 OA0030
 OA0030.The orthometric height was determined by differential leveling
 OA0030.and adjusted in June 1991.
 OA0030
 OA0030.The geoid height was determined by GEOID03.
 OA0030
 OA0030.The dynamic height is computed by dividing the NAVD 88
 OA0030.geopotential number by the normal gravity value computed on the
 OA0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0030.degrees latitude (g = 980.6199 gals.).
 OA0030
 OA0030.The modeled gravity was interpolated from observed gravity values.
 OA0030
 OA0030;                    North         East    Units  Estimated Accuracy
 OA0030;SPC OR S     -   107,160.    1,208,080.      MT  (+/- 180 meters Scaled)
 OA0030
 OA0030                          SUPERSEDED SURVEY CONTROL
 OA0030
 OA0030  NGVD 29 (??/??/92)   60.773  (m)          199.39   (f) ADJ UNCH    2 0
 OA0030
 OA0030.Superseded values are not recommended for survey control.
 OA0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0030.See file dsdata.txt to determine how the superseded data were derived.
 OA0030
 OA0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN132142(NAD 83)
 OA0030_MARKER: DB = BENCH MARK DISK
 OA0030_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OA0030_SP_SET: BRIDGE
 OA0030_STAMPING: D 344 1942
 OA0030_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OA0030
 OA0030  HISTORY     - Date     Condition        Report By
 OA0030  HISTORY     - 1942     MONUMENTED       CGS
 OA0030  HISTORY     - 1964     MARK NOT FOUND   NGS
 OA0030  HISTORY     - 19861202 MARK NOT FOUND   USGS
 OA0030  HISTORY     - 20020619 MARK NOT FOUND   USPSQD
 OA0030
 OA0030                          STATION DESCRIPTION
 OA0030
 OA0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OA0030'2.1 MI N FROM AGNESS.
 OA0030'2.1 MILES NORTH OF THE AGNESS STORE AND POST OFFICE, ALONG THE
 OA0030'AGNESS-POWERS HIGHWAY, AT A WOODEN BRIDGE OVER A LARGE DRAW, 72 FEET
 OA0030'WEST OF THE WEST END OF BRIDGE, 12 FEET SOUTH OF THE ROAD CENTER, 2
 OA0030'FEET ABOVE ROAD LEVEL.
 OA0030
 OA0030                          STATION RECOVERY (1964)
 OA0030
 OA0030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 OA0030'MARK NOT FOUND.
 OA0030
 OA0030                          STATION RECOVERY (1986)
 OA0030
 OA0030'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (TAM)
 OA0030'MARK NOT FOUND.
 OA0030
 OA0030                          STATION RECOVERY (2002)
 OA0030
 OA0030'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 OA0030'THERE HAS BEEN ROAD WORK IN THIS AREA. NO BRIDGE IN THIS LOCATION
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0126 ***********************************************************************
 OA0126  DESIGNATION -  D 345
 OA0126  PID         -  OA0126
 OA0126  STATE/COUNTY-  OR/CURRY
 OA0126  USGS QUAD   -  ILLAHE (1989)
 OA0126
 OA0126                         *CURRENT SURVEY CONTROL
 OA0126  ___________________________________________________________________
 OA0126* NAD 83(1986)-  42 39 04.     (N)    124 03 47.     (W)     SCALED    
 OA0126* NAVD 88     -       271.720  (meters)     891.47   (feet)  ADJUSTED  
 OA0126  ___________________________________________________________________
 OA0126  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 OA0126  DYNAMIC HT  -         271.638 (meters)     891.20  (feet)  COMP
 OA0126  MODELED GRAV-     980,314.0   (mgal)                       NAVD 88
 OA0126
 OA0126  VERT ORDER  -  SECOND    CLASS 0
 OA0126
 OA0126.The horizontal coordinates were scaled from a topographic map and have
 OA0126.an estimated accuracy of +/- 6 seconds.
 OA0126
 OA0126.The orthometric height was determined by differential leveling
 OA0126.and adjusted in June 1991.
 OA0126
 OA0126.The geoid height was determined by GEOID03.
 OA0126
 OA0126.The dynamic height is computed by dividing the NAVD 88
 OA0126.geopotential number by the normal gravity value computed on the
 OA0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0126.degrees latitude (g = 980.6199 gals.).
 OA0126
 OA0126.The modeled gravity was interpolated from observed gravity values.
 OA0126
 OA0126;                    North         East    Units  Estimated Accuracy
 OA0126;SPC OR S     -   115,570.    1,207,930.      MT  (+/- 180 meters Scaled)
 OA0126
 OA0126                          SUPERSEDED SURVEY CONTROL
 OA0126
 OA0126  NGVD 29 (??/??/92)  270.627  (m)          887.88   (f) ADJ UNCH    2 0
 OA0126
 OA0126.Superseded values are not recommended for survey control.
 OA0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0126.See file dsdata.txt to determine how the superseded data were derived.
 OA0126
 OA0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN128226(NAD 83)
 OA0126_MARKER: DB = BENCH MARK DISK
 OA0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OA0126_STAMPING: D 345 1942
 OA0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0126+STABILITY: SURFACE MOTION
 OA0126
 OA0126  HISTORY     - Date     Condition        Report By
 OA0126  HISTORY     - 1942     MONUMENTED       CGS
 OA0126  HISTORY     - 1964     GOOD             NGS
 OA0126  HISTORY     - 19861124 MARK NOT FOUND   USGS
 OA0126  HISTORY     - 20020619 MARK NOT FOUND   USPSQD
 OA0126
 OA0126                          STATION DESCRIPTION
 OA0126
 OA0126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 OA0126'8.9 MI N FROM AGNESS.
 OA0126'8.9 MILES NORTH ALONG THE OLD AGNESS-POWERS ROAD FROM THE AGNESS POST
 OA0126'OFFICE, 2.0 MILES NORTH OF THE CONCRETE BRIDGE OVER FOSTER CREEK, AT
 OA0126'THE MOUTH OF A DRAW, 60 FEET NORTH OF THE NORTH END OF A CUT, 23 FEET
 OA0126'EAST OF THE CENTER OF THE ROAD, 0.5 FOOT SOUTH OF A METAL WITNESS POST
 OA0126'AND 2 1/2 FEET ABOVE THE LEVEL OF THE ROAD.  SET IN THE TOP OF A
 OA0126'SQUARE CONCRETE MONUMENT THAT PROJECTS 1-INCH.
 OA0126
 OA0126                          STATION RECOVERY (1986)
 OA0126
 OA0126'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (TAM)
 OA0126'MARK NOT FOUND.
 OA0126
 OA0126                          STATION RECOVERY (2002)
 OA0126
 OA0126'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 OA0126'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0152 ***********************************************************************
 OA0152  DESIGNATION -  D 346
 OA0152  PID         -  OA0152
 OA0152  STATE/COUNTY-  OR/COOS
 OA0152  USGS QUAD   -  CHINA FLAT (1986)
 OA0152
 OA0152                         *CURRENT SURVEY CONTROL
 OA0152  ___________________________________________________________________
 OA0152* NAD 83(1986)-  42 50 32.     (N)    124 02 29.     (W)     SCALED    
 OA0152* NAVD 88     -       116.392  (meters)     381.86   (feet)  ADJUSTED  
 OA0152  ___________________________________________________________________
 OA0152  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 OA0152  DYNAMIC HT  -         116.364 (meters)     381.77  (feet)  COMP
 OA0152  MODELED GRAV-     980,381.1   (mgal)                       NAVD 88
 OA0152
 OA0152  VERT ORDER  -  SECOND    CLASS 0
 OA0152
 OA0152.The horizontal coordinates were scaled from a topographic map and have
 OA0152.an estimated accuracy of +/- 6 seconds.
 OA0152
 OA0152.The orthometric height was determined by differential leveling
 OA0152.and adjusted in June 1991.
 OA0152
 OA0152.The geoid height was determined by GEOID03.
 OA0152
 OA0152.The dynamic height is computed by dividing the NAVD 88
 OA0152.geopotential number by the normal gravity value computed on the
 OA0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0152.degrees latitude (g = 980.6199 gals.).
 OA0152
 OA0152.The modeled gravity was interpolated from observed gravity values.
 OA0152
 OA0152;                    North         East    Units  Estimated Accuracy
 OA0152;SPC OR S     -   136,700.    1,210,610.      MT  (+/- 180 meters Scaled)
 OA0152
 OA0152                          SUPERSEDED SURVEY CONTROL
 OA0152
 OA0152  NGVD 29 (??/??/92)  115.282  (m)          378.22   (f) ADJ UNCH    2 0
 OA0152
 OA0152.Superseded values are not recommended for survey control.
 OA0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0152.See file dsdata.txt to determine how the superseded data were derived.
 OA0152
 OA0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN149438(NAD 83)
 OA0152_MARKER: DB = BENCH MARK DISK
 OA0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OA0152_STAMPING: D 346 1942
 OA0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0152+STABILITY: SURFACE MOTION
 OA0152
 OA0152  HISTORY     - Date     Condition        Report By
 OA0152  HISTORY     - 1942     MONUMENTED       CGS
 OA0152  HISTORY     - 1964     GOOD             NGS
 OA0152  HISTORY     - 1982     MARK NOT FOUND   USGS
 OA0152
 OA0152                          STATION DESCRIPTION
 OA0152
 OA0152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 OA0152'3.4 MI S FROM POWERS.
 OA0152'3.4 MILES SOUTH ALONG THE POWERS-AGNESS ROAD FROM THE POWERS PUBLIC
 OA0152'SCHOOL, MIDWAY BETWEEN TWO CURVES, 24 FEET WEST OF THE CENTER OF THE
 OA0152'ROAD AND 0.5 FOOT SOUTH OF A METAL WITNESS POST.  SET IN THE TOP OF A
 OA0152'SQUARE CONCRETE MONUMENT THAT PROJECTS 1-INCH.
 OA0152
 OA0152                          STATION RECOVERY (1982)
 OA0152
 OA0152'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 OA0152'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0407 ***********************************************************************
 OA0407  DESIGNATION -  D 347
 OA0407  PID         -  OA0407
 OA0407  STATE/COUNTY-  OR/COOS
 OA0407  USGS QUAD   -  MYRTLE POINT (1971)
 OA0407
 OA0407                         *CURRENT SURVEY CONTROL
 OA0407  ___________________________________________________________________
 OA0407* NAD 83(1986)-  43 03 53.     (N)    124 08 40.     (W)     SCALED    
 OA0407* NAVD 88     -        26.174  (meters)      85.87   (feet)  ADJUSTED  
 OA0407  ___________________________________________________________________
 OA0407  GEOID HEIGHT-         -25.28  (meters)                     GEOID03
 OA0407  DYNAMIC HT  -          26.170 (meters)      85.86  (feet)  COMP
 OA0407  MODELED GRAV-     980,459.6   (mgal)                       NAVD 88
 OA0407
 OA0407  VERT ORDER  -  SECOND    CLASS 0
 OA0407
 OA0407.The horizontal coordinates were scaled from a topographic map and have
 OA0407.an estimated accuracy of +/- 6 seconds.
 OA0407
 OA0407.The orthometric height was determined by differential leveling
 OA0407.and adjusted in June 1991.
 OA0407
 OA0407.The geoid height was determined by GEOID03.
 OA0407
 OA0407.The dynamic height is computed by dividing the NAVD 88
 OA0407.geopotential number by the normal gravity value computed on the
 OA0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0407.degrees latitude (g = 980.6199 gals.).
 OA0407
 OA0407.The modeled gravity was interpolated from observed gravity values.
 OA0407
 OA0407;                    North         East    Units  Estimated Accuracy
 OA0407;SPC OR S     -   161,760.    1,203,270.      MT  (+/- 180 meters Scaled)
 OA0407
 OA0407                          SUPERSEDED SURVEY CONTROL
 OA0407
 OA0407  NGVD 29 (??/??/92)   25.064  (m)           82.23   (f) ADJ UNCH    2 0
 OA0407
 OA0407.Superseded values are not recommended for survey control.
 OA0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0407.See file dsdata.txt to determine how the superseded data were derived.
 OA0407
 OA0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN068686(NAD 83)
 OA0407_MARKER: DB = BENCH MARK DISK
 OA0407_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OA0407_SP_SET: FLAGPOLE BASE
 OA0407_STAMPING: D 347 1942
 OA0407_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OA0407
 OA0407  HISTORY     - Date     Condition        Report By
 OA0407  HISTORY     - 1942     MONUMENTED       CGS
 OA0407  HISTORY     - 1970     MARK NOT FOUND   USGS
 OA0407  HISTORY     - 19700610 MARK NOT FOUND   USPSQD
 OA0407  HISTORY     - 1987     MARK NOT FOUND   NGS
 OA0407
 OA0407                          STATION DESCRIPTION
 OA0407
 OA0407'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 OA0407'IN MYRTLE POINT.
 OA0407'IN THE WEST PART OF TOWN, TWO BLOCKS WEST OF POST OFFICE, 60 FEET
 OA0407'NORTH OF COOS BAY HIGHWAY CENTERLINE, SOUTHEAST CORNER OF FLAGPOLE
 OA0407'BASE IN THE.  CHRISTIAN LEHNHERR PARK.  A DISK SET IN A DRILL HOLE.
 OA0407
 OA0407                          STATION RECOVERY (1970)
 OA0407
 OA0407'RECOVERY NOTE BY US POWER SQUADRON 1970 (RAN)
 OA0407'MARK NOT FOUND.
 OA0407
 OA0407                          STATION RECOVERY (1987)
 OA0407
 OA0407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 OA0407'THE FLAGPOLE BASE HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0736 ***********************************************************************
 NZ0736  DESIGNATION -  D 348
 NZ0736  PID         -  NZ0736
 NZ0736  STATE/COUNTY-  OR/JOSEPHINE
 NZ0736  USGS QUAD   -  MOUNT REUBEN (1989)
 NZ0736
 NZ0736                         *CURRENT SURVEY CONTROL
 NZ0736  ___________________________________________________________________
 NZ0736* NAD 83(1986)-  42 41 52.     (N)    123 36 02.     (W)     SCALED    
 NZ0736* NAVD 88     -       940.444  (meters)    3085.44   (feet)  ADJUSTED  
 NZ0736  ___________________________________________________________________
 NZ0736  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 NZ0736  DYNAMIC HT  -         940.058 (meters)    3084.17  (feet)  COMP
 NZ0736  MODELED GRAV-     980,178.1   (mgal)                       NAVD 88
 NZ0736
 NZ0736  VERT ORDER  -  SECOND    CLASS 0
 NZ0736
 NZ0736.The horizontal coordinates were scaled from a topographic map and have
 NZ0736.an estimated accuracy of +/- 6 seconds.
 NZ0736
 NZ0736.The orthometric height was determined by differential leveling
 NZ0736.and adjusted in June 1991.
 NZ0736
 NZ0736.The geoid height was determined by GEOID03.
 NZ0736
 NZ0736.The dynamic height is computed by dividing the NAVD 88
 NZ0736.geopotential number by the normal gravity value computed on the
 NZ0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0736.degrees latitude (g = 980.6199 gals.).
 NZ0736
 NZ0736.The modeled gravity was interpolated from observed gravity values.
 NZ0736
 NZ0736;                    North         East    Units  Estimated Accuracy
 NZ0736;SPC OR S     -   119,240.    1,246,020.      MT  (+/- 180 meters Scaled)
 NZ0736
 NZ0736                          SUPERSEDED SURVEY CONTROL
 NZ0736
 NZ0736  NGVD 29 (??/??/92)  939.362  (m)         3081.89   (f) ADJ UNCH    2 0
 NZ0736
 NZ0736.Superseded values are not recommended for survey control.
 NZ0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0736.See file dsdata.txt to determine how the superseded data were derived.
 NZ0736
 NZ0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN508274(NAD 83)
 NZ0736_MARKER: DB = BENCH MARK DISK
 NZ0736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ0736_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NZ0736_STAMPING: D 348 1942
 NZ0736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0736+STABILITY: SURFACE MOTION
 NZ0736
 NZ0736  HISTORY     - Date     Condition        Report By
 NZ0736  HISTORY     - 1942     MONUMENTED       CGS
 NZ0736  HISTORY     - 1964     GOOD             NGS
 NZ0736  HISTORY     - 19760802 GOOD             USGS
 NZ0736
 NZ0736                          STATION DESCRIPTION
 NZ0736
 NZ0736'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 NZ0736'14.8 MI NW FROM GALICE.
 NZ0736'14.8 MILES NORTHWEST ALONG THE GALICE-MARIAL ROAD FROM THE CHEVRON
 NZ0736'SERVICE STATION AND STORE AT GALICE AT A ROAD FORKS, 0.05 MILE
 NZ0736'NORTHEAST OF MILE POST NO. 15, 150 FEET NORTHEAST OF THE ROAD FORKS,
 NZ0736'108 FEET EAST OF THE CENTER OF THE GALICE-MARIAL ROAD, 102 FEET EAST
 NZ0736'OF A CULVERT, 80 FEET EAST OF THE SIGN SAWMILL GAP, 20 FEET SOUTHEAST
 NZ0736'OF THE CENTER OF THE ROAD TO MT. REUBEN L. O. AND 0.5 FOOT SOUTH OF A
 NZ0736'METAL WITNESS POST.  THE MONUMENT PROJECTS 5 INCHES.
 NZ0736
 NZ0736                          STATION RECOVERY (1976)
 NZ0736
 NZ0736'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976 (RWH)
 NZ0736'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0622 ***********************************************************************
 NZ0622  DESIGNATION -  D 349
 NZ0622  PID         -  NZ0622
 NZ0622  STATE/COUNTY-  OR/JOSEPHINE
 NZ0622  USGS QUAD   -  CAVE JUNCTION (1989)
 NZ0622
 NZ0622                         *CURRENT SURVEY CONTROL
 NZ0622  ___________________________________________________________________
 NZ0622* NAD 83(1986)-  42 14 20.     (N)    123 40 05.     (W)     SCALED    
 NZ0622* NAVD 88     -       431.868  (meters)    1416.89   (feet)  ADJUSTED  
 NZ0622  ___________________________________________________________________
 NZ0622  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 NZ0622  DYNAMIC HT  -         431.701 (meters)    1416.34  (feet)  COMP
 NZ0622  MODELED GRAV-     980,220.6   (mgal)                       NAVD 88
 NZ0622
 NZ0622  VERT ORDER  -  SECOND    CLASS 0
 NZ0622
 NZ0622.The horizontal coordinates were scaled from a topographic map and have
 NZ0622.an estimated accuracy of +/- 6 seconds.
 NZ0622
 NZ0622.The orthometric height was determined by differential leveling
 NZ0622.and adjusted in June 1991.
 NZ0622
 NZ0622.The geoid height was determined by GEOID03.
 NZ0622
 NZ0622.The dynamic height is computed by dividing the NAVD 88
 NZ0622.geopotential number by the normal gravity value computed on the
 NZ0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0622.degrees latitude (g = 980.6199 gals.).
 NZ0622
 NZ0622.The modeled gravity was interpolated from observed gravity values.
 NZ0622
 NZ0622;                    North         East    Units  Estimated Accuracy
 NZ0622;SPC OR S     -    68,510.    1,238,560.      MT  (+/- 180 meters Scaled)
 NZ0622
 NZ0622                          SUPERSEDED SURVEY CONTROL
 NZ0622
 NZ0622  NGVD 29 (??/??/92)  430.889  (m)         1413.67   (f) ADJ UNCH    2 0
 NZ0622
 NZ0622.Superseded values are not recommended for survey control.
 NZ0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0622.See file dsdata.txt to determine how the superseded data were derived.
 NZ0622
 NZ0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM448765(NAD 83)
 NZ0622_MARKER: DB = BENCH MARK DISK
 NZ0622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ0622_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NZ0622_STAMPING: D 349 1942
 NZ0622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0622+STABILITY: SURFACE MOTION
 NZ0622
 NZ0622  HISTORY     - Date     Condition        Report By
 NZ0622  HISTORY     - 1942     MONUMENTED       CGS
 NZ0622  HISTORY     - 1964     GOOD             NGS
 NZ0622  HISTORY     - 1980     MARK NOT FOUND   LOCSUR
 NZ0622
 NZ0622                          STATION DESCRIPTION
 NZ0622
 NZ0622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 NZ0622'4.3 MI NW FROM KERBY.
 NZ0622'2.4 MILES NORTHEAST ALONG U.S. HIGHWAY 199 FROM THE KERBY POST OFFICE
 NZ0622'TO THE EIGHT DOLLAR ROAD, WEST ON THE EIGHT DOLLAR ROAD FOR 1.9 MILES
 NZ0622'TO THE MARK ON THE RIGHT, 1.1 MILES SOUTHEAST OF THE BRIDGE OVER THE
 NZ0622'ILLINOIS RIVER, 23 FEET NORTHEAST OF THE CENTER OF THE ROAD AND 0.5
 NZ0622'FOOT NORTHWEST OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 5
 NZ0622'INCHES.
 NZ0622
 NZ0622                          STATION RECOVERY (1980)
 NZ0622
 NZ0622'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 NZ0622'WENT 2 MILES NORTHWEST ON EIGHT DOLLAR RD MILEPOST 2 FOUND WALK UP
 NZ0622'OLD ROAD NORTH AND WEST 650 FEET BENCHMARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0177 ***********************************************************************
 QC0177  DESIGNATION -  D 35
 QC0177  PID         -  QC0177
 QC0177  STATE/COUNTY-  OR/GRANT
 QC0177  USGS QUAD   -  BATES (1996)
 QC0177
 QC0177                         *CURRENT SURVEY CONTROL
 QC0177  ___________________________________________________________________
 QC0177* NAD 83(1986)-  44 32 13.     (N)    118 35 55.     (W)     SCALED    
 QC0177* NAVD 88     -      1610.219  (meters)    5282.86   (feet)  ADJUSTED  
 QC0177  ___________________________________________________________________
 QC0177  GEOID HEIGHT-         -17.49  (meters)                     GEOID03
 QC0177  DYNAMIC HT  -        1609.506 (meters)    5280.52  (feet)  COMP
 QC0177  MODELED GRAV-     980,117.4   (mgal)                       NAVD 88
 QC0177
 QC0177  VERT ORDER  -  FIRST     CLASS II
 QC0177
 QC0177.The horizontal coordinates were scaled from a topographic map and have
 QC0177.an estimated accuracy of +/- 6 seconds.
 QC0177
 QC0177.The orthometric height was determined by differential leveling
 QC0177.and adjusted in June 1991.
 QC0177
 QC0177.The geoid height was determined by GEOID03.
 QC0177
 QC0177.The dynamic height is computed by dividing the NAVD 88
 QC0177.geopotential number by the normal gravity value computed on the
 QC0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0177.degrees latitude (g = 980.6199 gals.).
 QC0177
 QC0177.The modeled gravity was interpolated from observed gravity values.
 QC0177
 QC0177;                    North         East    Units  Estimated Accuracy
 QC0177;SPC OR N     -    98,490.    2,651,100.      MT  (+/- 180 meters Scaled)
 QC0177
 QC0177                          SUPERSEDED SURVEY CONTROL
 QC0177
 QC0177  NGVD 29 (??/??/92) 1608.964  (m)         5278.74   (f) ADJ UNCH    1 2
 QC0177
 QC0177.Superseded values are not recommended for survey control.
 QC0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0177.See file dsdata.txt to determine how the superseded data were derived.
 QC0177
 QC0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK729327(NAD 83)
 QC0177_MARKER: DD = SURVEY DISK
 QC0177_SETTING: 0 = UNSPECIFIED SETTING
 QC0177_STAMPING: 5279.104 D 35 1930
 QC0177_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QC0177
 QC0177  HISTORY     - Date     Condition        Report By
 QC0177  HISTORY     - 1930     MONUMENTED       ORHD
 QC0177  HISTORY     - 1963     GOOD             NGS
 QC0177  HISTORY     - 19851115 MARK NOT FOUND   USPSQD
 QC0177
 QC0177                          STATION DESCRIPTION
 QC0177
 QC0177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 QC0177'9.4 MI NE FROM PRARIE CITY.
 QC0177'9.4 MILES NORTHEAST ALONG U.S. HIGHWAY 26 FROM THE PRARIE CITY POST
 QC0177'OFFICE, 0.2 MILE NORTHEAST OF MILE POST NO. 184 AT THE SUMMIT OF DIXIE
 QC0177'MTN. PASS, 120 FEET NORTHWEST OF THE CENTER OF THE HIGHWAY, 190 FEET
 QC0177'SOUTH OF A CATTLE GUARD, 100 FEET SOUTHEAST OF A FENCE, 12 FEET
 QC0177'NORTHWEST OF THE CENTER OF A DIRT ROAD AND 1 FOOT WEST OF A METAL
 QC0177'WITNESS POST.  THE MONUMENT IS 6-INCHES IN DIAMETER AND PROJECTS 1
 QC0177'INCH.
 QC0177
 QC0177                          STATION RECOVERY (1985)
 QC0177
 QC0177'RECOVERY NOTE BY US POWER SQUADRON 1985 (CDL)
 QC0177'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0323 ***********************************************************************
 NY0323  DESIGNATION -  D 350
 NY0323  PID         -  NY0323
 NY0323  STATE/COUNTY-  OR/KLAMATH
 NY0323  USGS QUAD   -  SWAN LAKE (1985)
 NY0323
 NY0323                         *CURRENT SURVEY CONTROL
 NY0323  ___________________________________________________________________
 NY0323* NAD 83(1986)-  42 19 28.     (N)    121 30 18.     (W)     SCALED    
 NY0323* NAVD 88     -      1323.948  (meters)    4343.65   (feet)  ADJUSTED  
 NY0323  ___________________________________________________________________
 NY0323  GEOID HEIGHT-         -22.14  (meters)                     GEOID03
 NY0323  DYNAMIC HT  -        1323.166 (meters)    4341.09  (feet)  COMP
 NY0323  MODELED GRAV-     979,984.9   (mgal)                       NAVD 88
 NY0323
 NY0323  VERT ORDER  -  SECOND    CLASS 0
 NY0323
 NY0323.The horizontal coordinates were scaled from a topographic map and have
 NY0323.an estimated accuracy of +/- 6 seconds.
 NY0323
 NY0323.The orthometric height was determined by differential leveling
 NY0323.and adjusted in June 1991.
 NY0323
 NY0323.The geoid height was determined by GEOID03.
 NY0323
 NY0323.The dynamic height is computed by dividing the NAVD 88
 NY0323.geopotential number by the normal gravity value computed on the
 NY0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0323.degrees latitude (g = 980.6199 gals.).
 NY0323
 NY0323.The modeled gravity was interpolated from observed gravity values.
 NY0323
 NY0323;                    North         East    Units  Estimated Accuracy
 NY0323;SPC OR S     -    73,570.    1,417,160.      MT  (+/- 180 meters Scaled)
 NY0323
 NY0323                          SUPERSEDED SURVEY CONTROL
 NY0323
 NY0323  NGVD 29 (??/??/92) 1322.847  (m)         4340.04   (f) ADJ UNCH    2 0
 NY0323
 NY0323.Superseded values are not recommended for survey control.
 NY0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0323.See file dsdata.txt to determine how the superseded data were derived.
 NY0323
 NY0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM231868(NAD 83)
 NY0323_MARKER: DB = BENCH MARK DISK
 NY0323_SETTING: 66 = SET IN ROCK OUTCROP
 NY0323_SP_SET: OUTCROP
 NY0323_STAMPING: D 350 1943
 NY0323_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NY0323+STABILITY: POSITION/ELEVATION WELL
 NY0323
 NY0323  HISTORY     - Date     Condition        Report By
 NY0323  HISTORY     - 1943     MONUMENTED       CGS
 NY0323  HISTORY     - 1956     MARK NOT FOUND   NGS
 NY0323  HISTORY     - 1981     MARK NOT FOUND   USGS
 NY0323  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 NY0323
 NY0323                          STATION DESCRIPTION
 NY0323
 NY0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 NY0323'6.9 MI NE FROM DAIRY.
 NY0323'THIS MARK IS ABOUT 1.1 MILE EAST ALONG STATE HIGHWAY 66 AND 5.8 MILES
 NY0323'NORTH ALONG THE OLD ROAD TO SPRAGUE RIVER FROM THE POST OFFICE AT
 NY0323'DAIRY, KLAMATH COUNTY, 0.75 MILE NORTH OF A CROSSING ON THE OREGON,
 NY0323'CALIFORNIA AND EASTERN RAILWAY, SET ON THE SUMMIT OF A HILL IN THE TOP
 NY0323'OF A ROCK OUTCROP, 3.0 FEET WEST OF A 36-INCH CEDAR TREE WITH THE
 NY0323'LETTERS B M PAINTED ON THE SOUTH SIDE, 8.5 FEET EAST OF A NORTH-SOUTH
 NY0323'FENCE, 46.0 FEET WEST OF THE CENTER LINE OF THE ROAD.
 NY0323
 NY0323                          STATION RECOVERY (1956)
 NY0323
 NY0323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 NY0323'MARK NOT FOUND.
 NY0323
 NY0323                          STATION RECOVERY (1981)
 NY0323
 NY0323'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 NY0323'MARK NOT FOUND.
 NY0323
 NY0323                          STATION RECOVERY (1984)
 NY0323
 NY0323'RECOVERY NOTE BY US POWER SQUADRON 1984 (JTF)
 NY0323'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0640 ***********************************************************************
 NZ0640  DESIGNATION -  D 351
 NZ0640  PID         -  NZ0640
 NZ0640  STATE/COUNTY-  OR/JOSEPHINE
 NZ0640  USGS QUAD   -  PEARSOLL PEAK (1989)
 NZ0640
 NZ0640                         *CURRENT SURVEY CONTROL
 NZ0640  ___________________________________________________________________
 NZ0640* NAD 83(1986)-  42 20 15.     (N)    123 46 03.     (W)     SCALED    
 NZ0640* NAVD 88     -       425.173  (meters)    1394.92   (feet)  ADJUSTED  
 NZ0640  ___________________________________________________________________
 NZ0640  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 NZ0640  DYNAMIC HT  -         425.020 (meters)    1394.42  (feet)  COMP
 NZ0640  MODELED GRAV-     980,248.5   (mgal)                       NAVD 88
 NZ0640
 NZ0640  VERT ORDER  -  SECOND    CLASS 0
 NZ0640
 NZ0640.The horizontal coordinates were scaled from a topographic map and have
 NZ0640.an estimated accuracy of +/- 6 seconds.
 NZ0640
 NZ0640.The orthometric height was determined by differential leveling
 NZ0640.and adjusted in June 1991.
 NZ0640
 NZ0640.The geoid height was determined by GEOID03.
 NZ0640
 NZ0640.The dynamic height is computed by dividing the NAVD 88
 NZ0640.geopotential number by the normal gravity value computed on the
 NZ0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0640.degrees latitude (g = 980.6199 gals.).
 NZ0640
 NZ0640.The modeled gravity was interpolated from observed gravity values.
 NZ0640
 NZ0640;                    North         East    Units  Estimated Accuracy
 NZ0640;SPC OR S     -    79,770.    1,230,790.      MT  (+/- 180 meters Scaled)
 NZ0640
 NZ0640                          SUPERSEDED SURVEY CONTROL
 NZ0640
 NZ0640  NGVD 29 (??/??/92)  424.194  (m)         1391.71   (f) ADJ UNCH    2 0
 NZ0640
 NZ0640.Superseded values are not recommended for survey control.
 NZ0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0640.See file dsdata.txt to determine how the superseded data were derived.
 NZ0640
 NZ0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM367875(NAD 83)
 NZ0640_MARKER: DB = BENCH MARK DISK
 NZ0640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ0640_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NZ0640_STAMPING: D 351 1942
 NZ0640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0640+STABILITY: SURFACE MOTION
 NZ0640
 NZ0640  HISTORY     - Date     Condition        Report By
 NZ0640  HISTORY     - 1942     MONUMENTED       CGS
 NZ0640  HISTORY     - 1964     GOOD             NGS
 NZ0640  HISTORY     - 19860817 MARK NOT FOUND   USGS
 NZ0640
 NZ0640                          STATION DESCRIPTION
 NZ0640
 NZ0640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 NZ0640'14.5 MI NW FROM SELMA.
 NZ0640'14.5 MILES NORTHWEST ALONG THE ILLINOIS RIVER ROAD FROM THE SELMA POST
 NZ0640'OFFICE, 0.5 MILE NORTHWEST OF MILE POST NO. 14, 0.15 MILE SOUTHEAST OF
 NZ0640'FIVE FINGER GULCH, 22 FEET SOUTHEAST OF THE CENTER OF THE ROAD, 17
 NZ0640'FEET EAST OF THE SOUTHEAST END OF A METAL CULVERT AND 0.5 FOOT
 NZ0640'SOUTHWEST OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 3 INCHES.
 NZ0640
 NZ0640                          STATION RECOVERY (1986)
 NZ0640
 NZ0640'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (TAM)
 NZ0640'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0547 ***********************************************************************
 NY0547  DESIGNATION -  D 352
 NY0547  PID         -  NY0547
 NY0547  STATE/COUNTY-  OR/KLAMATH
 NY0547  USGS QUAD   -  CHILOQUIN (1988)
 NY0547
 NY0547                         *CURRENT SURVEY CONTROL
 NY0547  ___________________________________________________________________
 NY0547* NAD 83(1986)-  42 37 03.     (N)    121 45 25.     (W)     SCALED    
 NY0547* NAVD 88     -      1300.688  (meters)    4267.34   (feet)  ADJUSTED  
 NY0547  ___________________________________________________________________
 NY0547  GEOID HEIGHT-         -22.14  (meters)                     GEOID03
 NY0547  DYNAMIC HT  -        1299.941 (meters)    4264.89  (feet)  COMP
 NY0547  MODELED GRAV-     980,001.5   (mgal)                       NAVD 88
 NY0547
 NY0547  VERT ORDER  -  SECOND    CLASS 0
 NY0547
 NY0547.The horizontal coordinates were scaled from a topographic map and have
 NY0547.an estimated accuracy of +/- 6 seconds.
 NY0547
 NY0547.The orthometric height was determined by differential leveling
 NY0547.and adjusted in June 1991.
 NY0547
 NY0547.The geoid height was determined by GEOID03.
 NY0547
 NY0547.The dynamic height is computed by dividing the NAVD 88
 NY0547.geopotential number by the normal gravity value computed on the
 NY0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0547.degrees latitude (g = 980.6199 gals.).
 NY0547
 NY0547.The modeled gravity was interpolated from observed gravity values.
 NY0547
 NY0547;                    North         East    Units  Estimated Accuracy
 NY0547;SPC OR S     -   106,400.    1,396,880.      MT  (+/- 180 meters Scaled)
 NY0547
 NY0547                          SUPERSEDED SURVEY CONTROL
 NY0547
 NY0547  NGVD 29 (??/??/92) 1299.554  (m)         4263.62   (f) ADJ UNCH    2 0
 NY0547
 NY0547.Superseded values are not recommended for survey control.
 NY0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0547.See file dsdata.txt to determine how the superseded data were derived.
 NY0547
 NY0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFN019190(NAD 83)
 NY0547_MARKER: DB = BENCH MARK DISK
 NY0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NY0547_STAMPING: D 352 1943
 NY0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0547+STABILITY: SURFACE MOTION
 NY0547
 NY0547  HISTORY     - Date     Condition        Report By
 NY0547  HISTORY     - 1943     MONUMENTED       CGS
 NY0547
 NY0547                          STATION DESCRIPTION
 NY0547
 NY0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 NY0547'7.0 MI NE FROM CHILOQUIN.
 NY0547'ABOUT 7.0 MILES NORTHEAST ALONG THE SPRAGUE RIVER ROAD FROM THE
 NY0547'SOUTHERN PACIFIC CO. RAILROAD STATION AT CHILOQUIN, KLAMATH COUNTY, 37
 NY0547'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 17 FEET SOUTHEAST OF A
 NY0547'BLAZED 16-INCH PINE TREE, 2 FEET NORTH OF A FENCE, AND 2 FEET
 NY0547'NORTHEAST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED D
 NY0547'352 1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 3
 NY0547'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0813 ***********************************************************************
 NZ0813  DESIGNATION -  D 353
 NZ0813  PID         -  NZ0813
 NZ0813  STATE/COUNTY-  OR/JOSEPHINE
 NZ0813  USGS QUAD   -  KELSEY PEAK (1989)
 NZ0813
 NZ0813                         *CURRENT SURVEY CONTROL
 NZ0813  ___________________________________________________________________
 NZ0813* NAD 83(1986)-  42 43 24.     (N)    123 51 47.     (W)     SCALED    
 NZ0813* NAVD 88     -       354.600  (meters)    1163.38   (feet)  ADJUSTED  
 NZ0813  ___________________________________________________________________
 NZ0813  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 NZ0813  DYNAMIC HT  -         354.493 (meters)    1163.03  (feet)  COMP
 NZ0813  MODELED GRAV-     980,310.2   (mgal)                       NAVD 88
 NZ0813
 NZ0813  VERT ORDER  -  SECOND    CLASS 0
 NZ0813
 NZ0813.The horizontal coordinates were scaled from a topographic map and have
 NZ0813.an estimated accuracy of +/- 6 seconds.
 NZ0813
 NZ0813.The orthometric height was determined by differential leveling
 NZ0813.and adjusted in June 1991.
 NZ0813
 NZ0813.The geoid height was determined by GEOID03.
 NZ0813
 NZ0813.The dynamic height is computed by dividing the NAVD 88
 NZ0813.geopotential number by the normal gravity value computed on the
 NZ0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0813.degrees latitude (g = 980.6199 gals.).
 NZ0813
 NZ0813.The modeled gravity was interpolated from observed gravity values.
 NZ0813
 NZ0813;                    North         East    Units  Estimated Accuracy
 NZ0813;SPC OR S     -   122,910.    1,224,640.      MT  (+/- 180 meters Scaled)
 NZ0813
 NZ0813                          SUPERSEDED SURVEY CONTROL
 NZ0813
 NZ0813  NGVD 29 (??/??/92)  353.528  (m)         1159.87   (f) ADJ UNCH    2 0
 NZ0813
 NZ0813.Superseded values are not recommended for survey control.
 NZ0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0813.See file dsdata.txt to determine how the superseded data were derived.
 NZ0813
 NZ0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN293304(NAD 83)
 NZ0813_MARKER: DB = BENCH MARK DISK
 NZ0813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ0813_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NZ0813_STAMPING: D 353 1942
 NZ0813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0813+STABILITY: SURFACE MOTION
 NZ0813
 NZ0813  HISTORY     - Date     Condition        Report By
 NZ0813  HISTORY     - 1942     MONUMENTED       CGS
 NZ0813  HISTORY     - 1964     GOOD             NGS
 NZ0813
 NZ0813                          STATION DESCRIPTION
 NZ0813
 NZ0813'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 NZ0813'1.5 MI NE FROM MARIAL.
 NZ0813'1.5 MILES NORTHEAST OF MARIAL ALONG THE GALICE-MARIAL ROAD, 0.3 MILE
 NZ0813'SOUTHWEST OF MILE POST NO. 40, 25 FEET NORTH OF THE CENTER OF THE
 NZ0813'ROAD, 21 FEET NORTHEAST OF THE NORTH END OF A CULVERT, 0.5 FOOT SOUTH
 NZ0813'OF A METAL WITNESS POST AND 5 FEET ABOVE THE LEVEL OF THE ROAD.  THE
 NZ0813'MONUMENT PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0694 ***********************************************************************
 RD0694  DESIGNATION -  D 354
 RD0694  PID         -  RD0694
 RD0694  STATE/COUNTY-  OR/WASHINGTON
 RD0694  USGS QUAD   -  TIMBER (1979)
 RD0694
 RD0694                         *CURRENT SURVEY CONTROL
 RD0694  ___________________________________________________________________
 RD0694* NAD 83(1986)-  45 41 48.     (N)    123 17 21.     (W)     SCALED    
 RD0694* NAVD 88     -       193.720  (meters)     635.56   (feet)  ADJUSTED  
 RD0694  ___________________________________________________________________
 RD0694  GEOID HEIGHT-         -21.20  (meters)                     GEOID03
 RD0694  DYNAMIC HT  -         193.727 (meters)     635.59  (feet)  COMP
 RD0694  MODELED GRAV-     980,646.5   (mgal)                       NAVD 88
 RD0694
 RD0694  VERT ORDER  -  SECOND    CLASS 0
 RD0694
 RD0694.The horizontal coordinates were scaled from a topographic map and have
 RD0694.an estimated accuracy of +/- 6 seconds.
 RD0694
 RD0694.The orthometric height was determined by differential leveling
 RD0694.and adjusted in June 1991.
 RD0694
 RD0694.The geoid height was determined by GEOID03.
 RD0694
 RD0694.The dynamic height is computed by dividing the NAVD 88
 RD0694.geopotential number by the normal gravity value computed on the
 RD0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0694.degrees latitude (g = 980.6199 gals.).
 RD0694
 RD0694.The modeled gravity was interpolated from observed gravity values.
 RD0694
 RD0694;                    North         East    Units  Estimated Accuracy
 RD0694;SPC OR N     -   229,330.    2,282,820.      MT  (+/- 180 meters Scaled)
 RD0694
 RD0694                          SUPERSEDED SURVEY CONTROL
 RD0694
 RD0694  NGVD 29 (??/??/92)  192.633  (m)          632.00   (f) ADJ UNCH    2 0
 RD0694
 RD0694.Superseded values are not recommended for survey control.
 RD0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0694.See file dsdata.txt to determine how the superseded data were derived.
 RD0694
 RD0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR774603(NAD 83)
 RD0694_MARKER: DB = BENCH MARK DISK
 RD0694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0694_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0694_STAMPING: D 354 1942
 RD0694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0694+STABILITY: SURFACE MOTION
 RD0694
 RD0694  HISTORY     - Date     Condition        Report By
 RD0694  HISTORY     - 1942     MONUMENTED       CGS
 RD0694  HISTORY     - 1974     MARK NOT FOUND   NGS
 RD0694
 RD0694                          STATION DESCRIPTION
 RD0694
 RD0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 RD0694'2.6 MI S FROM TIMBER.
 RD0694'2.6 MILES SOUTH OF POST OFFICE.  ALONG ROAD BETWEEN TIMBER AND
 RD0694'GLENWOOD, 25 FEET WEST OF CENTER LINE OF HIGHWAY, 20 FEET NORTHWEST OF
 RD0694'A DRY CREEK BED, 15 FEET EAST OF A 12-INCH FIR TREE, 50 FEET SOUTH OF
 RD0694'A TELEPHONE POLE, 5 FEET ABOVE LEVEL OF ROAD.  WITNESS POST SET.
 RD0694
 RD0694                          STATION RECOVERY (1974)
 RD0694
 RD0694'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 RD0694'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1237 ***********************************************************************
 QD1237  DESIGNATION -  D 355
 QD1237  PID         -  QD1237
 QD1237  STATE/COUNTY-  OR/MARION
 QD1237  USGS QUAD   -  BREITENBUSH HOT SPRI (1997)
 QD1237
 QD1237                         *CURRENT SURVEY CONTROL
 QD1237  ___________________________________________________________________
 QD1237* NAD 83(1986)-  44 48 20.     (N)    121 52 50.     (W)     SCALED    
 QD1237* NAVD 88     -       974.279  (meters)    3196.45   (feet)  ADJUSTED  
 QD1237  ___________________________________________________________________
 QD1237  GEOID HEIGHT-         -21.18  (meters)                     GEOID03
 QD1237  DYNAMIC HT  -         973.963 (meters)    3195.41  (feet)  COMP
 QD1237  MODELED GRAV-     980,261.5   (mgal)                       NAVD 88
 QD1237
 QD1237  VERT ORDER  -  SECOND    CLASS 0
 QD1237
 QD1237.The horizontal coordinates were scaled from a topographic map and have
 QD1237.an estimated accuracy of +/- 6 seconds.
 QD1237
 QD1237.The orthometric height was determined by differential leveling
 QD1237.and adjusted in June 1991.
 QD1237
 QD1237.The geoid height was determined by GEOID03.
 QD1237
 QD1237.The dynamic height is computed by dividing the NAVD 88
 QD1237.geopotential number by the normal gravity value computed on the
 QD1237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1237.degrees latitude (g = 980.6199 gals.).
 QD1237
 QD1237.The modeled gravity was interpolated from observed gravity values.
 QD1237
 QD1237;                    North         East    Units  Estimated Accuracy
 QD1237;SPC OR N     -   127,490.    2,390,800.      MT  (+/- 180 meters Scaled)
 QD1237
 QD1237                          SUPERSEDED SURVEY CONTROL
 QD1237
 QD1237  NGVD 29 (??/??/92)  973.106  (m)         3192.60   (f) ADJ UNCH    2 0
 QD1237
 QD1237.Superseded values are not recommended for survey control.
 QD1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1237.See file dsdata.txt to determine how the superseded data were derived.
 QD1237
 QD1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ885619(NAD 83)
 QD1237_MARKER: DB = BENCH MARK DISK
 QD1237_SETTING: 66 = SET IN ROCK OUTCROP
 QD1237_SP_SET: ROCK
 QD1237_STAMPING: D 355 1942
 QD1237_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QD1237+STABILITY: POSITION/ELEVATION WELL
 QD1237
 QD1237  HISTORY     - Date     Condition        Report By
 QD1237  HISTORY     - 1942     MONUMENTED       CGS
 QD1237  HISTORY     - 1943     GOOD             NGS
 QD1237  HISTORY     - 1961     MARK NOT FOUND   USGS
 QD1237  HISTORY     - 19950929 MARK NOT FOUND   NGS
 QD1237
 QD1237                          STATION DESCRIPTION
 QD1237
 QD1237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QD1237'5.0 MI NE FROM BREITENBUSH HOT SPRINGS.
 QD1237'ABOUT 5.0 MILES NORTHEAST ALONG THE BREITENBUSH ROAD FROM BREITENBUSH
 QD1237'HOT SPRINGS, 0.1 MILE WEST OF MILEPOST 17, SET IN THE TOP OF A ROCK AT
 QD1237'THE ROOTS OF A LARGE UP-TURNED TREE, 11.0 FEET NORTH OF THE CENTER
 QD1237'LINE OF THE ROAD, ABOUT 200 FEET WEST OF THE SUMMIT OF A STEEP CLIMB.
 QD1237
 QD1237                          STATION RECOVERY (1961)
 QD1237
 QD1237'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 QD1237'MARK NOT FOUND.
 QD1237
 QD1237                          STATION RECOVERY (1995)
 QD1237
 QD1237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (LLR)
 QD1237'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0753 ***********************************************************************
 NZ0753  DESIGNATION -  D 356
 NZ0753  PID         -  NZ0753
 NZ0753  STATE/COUNTY-  OR/JOSEPHINE
 NZ0753  USGS QUAD   -  GALICE (1989)
 NZ0753
 NZ0753                         *CURRENT SURVEY CONTROL
 NZ0753  ___________________________________________________________________
 NZ0753* NAD 83(1986)-  42 33 26.     (N)    123 35 38.     (W)     SCALED    
 NZ0753* NAVD 88     -       230.249  (meters)     755.41   (feet)  ADJUSTED  
 NZ0753  ___________________________________________________________________
 NZ0753  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 NZ0753  DYNAMIC HT  -         230.176 (meters)     755.17  (feet)  COMP
 NZ0753  MODELED GRAV-     980,301.0   (mgal)                       NAVD 88
 NZ0753
 NZ0753  VERT ORDER  -  SECOND    CLASS 0
 NZ0753
 NZ0753.The horizontal coordinates were scaled from a topographic map and have
 NZ0753.an estimated accuracy of +/- 6 seconds.
 NZ0753
 NZ0753.The orthometric height was determined by differential leveling
 NZ0753.and adjusted in June 1991.
 NZ0753
 NZ0753.The geoid height was determined by GEOID03.
 NZ0753
 NZ0753.The dynamic height is computed by dividing the NAVD 88
 NZ0753.geopotential number by the normal gravity value computed on the
 NZ0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0753.degrees latitude (g = 980.6199 gals.).
 NZ0753
 NZ0753.The modeled gravity was interpolated from observed gravity values.
 NZ0753
 NZ0753;                    North         East    Units  Estimated Accuracy
 NZ0753;SPC OR S     -   103,620.    1,245,990.      MT  (+/- 180 meters Scaled)
 NZ0753
 NZ0753                          SUPERSEDED SURVEY CONTROL
 NZ0753
 NZ0753  NGVD 29 (??/??/92)  229.233  (m)          752.08   (f) ADJ UNCH    2 0
 NZ0753
 NZ0753.Superseded values are not recommended for survey control.
 NZ0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0753.See file dsdata.txt to determine how the superseded data were derived.
 NZ0753
 NZ0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN512118(NAD 83)
 NZ0753_MARKER: DB = BENCH MARK DISK
 NZ0753_SETTING: 0 = UNSPECIFIED SETTING
 NZ0753_STAMPING: D 356 1942
 NZ0753_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0753
 NZ0753  HISTORY     - Date     Condition        Report By
 NZ0753  HISTORY     - 1942     MONUMENTED       CGS
 NZ0753  HISTORY     - 1964     GOOD             NGS
 NZ0753  HISTORY     - 19760802 GOOD             USGS
 NZ0753  HISTORY     - 1980     GOOD             LOCSUR
 NZ0753
 NZ0753                          STATION DESCRIPTION
 NZ0753
 NZ0753'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 NZ0753'1.0 MI E FROM GALICE.
 NZ0753'1.0 MILE EAST ALONG THE MERLIN-GALICE HIGHWAY FROM THE CHEVRON SERVICE
 NZ0753'STATION AND STORE AT GALICE, 300 FEET NORTHEAST OF AN ABANDONED STORE,
 NZ0753'140 FEET SOUTHEAST AND ACROSS THE HIGHWAY FROM THE NORTHEAST END OF A
 NZ0753'HIGHWAY STOCK PILE, 92 FEET SOUTHWEST OF THE SOUTH END OF A METAL
 NZ0753'CULVERT UNDER THE HIGHWAY, 60 FEET SOUTHEAST OF THE CENTER OF THE
 NZ0753'HIGHWAY, 9 FEET SOUTHWEST OF THE CENTER OF A DRIVEWAY, 0.5 FOOT NORTH
 NZ0753'OF A METAL WITNESS POST AND 6 FEET ABOVE THE LEVEL OF THE HIGHWAY. THE
 NZ0753'MONUMENT PROJECTS 2 INCHES.
 NZ0753
 NZ0753                          STATION RECOVERY (1976)
 NZ0753
 NZ0753'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976 (RWH)
 NZ0753'RECOVERED IN GOOD CONDITION.
 NZ0753
 NZ0753                          STATION RECOVERY (1980)
 NZ0753
 NZ0753'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 NZ0753'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0270 ***********************************************************************
 NY0270  DESIGNATION -  D 357
 NY0270  PID         -  NY0270
 NY0270  STATE/COUNTY-  OR/KLAMATH
 NY0270  USGS QUAD   -  YONNA (1988)
 NY0270
 NY0270                         *CURRENT SURVEY CONTROL
 NY0270  ___________________________________________________________________
 NY0270* NAD 83(1986)-  42 19 14.     (N)    121 24 17.     (W)     SCALED    
 NY0270* NAVD 88     -      1420.046  (meters)    4658.93   (feet)  ADJUSTED  
 NY0270  ___________________________________________________________________
 NY0270  GEOID HEIGHT-         -21.98  (meters)                     GEOID03
 NY0270  DYNAMIC HT  -        1419.174 (meters)    4656.07  (feet)  COMP
 NY0270  MODELED GRAV-     979,957.5   (mgal)                       NAVD 88
 NY0270
 NY0270  VERT ORDER  -  FIRST     CLASS II
 NY0270
 NY0270.The horizontal coordinates were scaled from a topographic map and have
 NY0270.an estimated accuracy of +/- 6 seconds.
 NY0270
 NY0270.The orthometric height was determined by differential leveling
 NY0270.and adjusted in June 1991.
 NY0270
 NY0270.The geoid height was determined by GEOID03.
 NY0270
 NY0270.The dynamic height is computed by dividing the NAVD 88
 NY0270.geopotential number by the normal gravity value computed on the
 NY0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0270.degrees latitude (g = 980.6199 gals.).
 NY0270
 NY0270.The modeled gravity was interpolated from observed gravity values.
 NY0270
 NY0270;                    North         East    Units  Estimated Accuracy
 NY0270;SPC OR S     -    73,040.    1,425,420.      MT  (+/- 180 meters Scaled)
 NY0270
 NY0270                          SUPERSEDED SURVEY CONTROL
 NY0270
 NY0270  NGVD 29 (??/??/92) 1418.926  (m)         4655.26   (f) ADJ UNCH    1 2
 NY0270
 NY0270.Superseded values are not recommended for survey control.
 NY0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0270.See file dsdata.txt to determine how the superseded data were derived.
 NY0270
 NY0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM314866(NAD 83)
 NY0270_MARKER: DB = BENCH MARK DISK
 NY0270_SETTING: 66 = SET IN ROCK OUTCROP
 NY0270_SP_SET: OUTCROP
 NY0270_STAMPING: D 357 1942
 NY0270_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NY0270+STABILITY: POSITION/ELEVATION WELL
 NY0270
 NY0270  HISTORY     - Date     Condition        Report By
 NY0270  HISTORY     - 1942     MONUMENTED       CGS
 NY0270  HISTORY     - 1968     MARK NOT FOUND   NGS
 NY0270  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 NY0270
 NY0270                          STATION DESCRIPTION
 NY0270
 NY0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NY0270'9.7 MI N FROM DAIRY.
 NY0270'9.7 MILES NORTH OF POST OFFICE ALONG LAKEVIEW ROAD, 39 FEET WEST OF
 NY0270'CENTER LINE OF ROAD, 7 FEET EAST OF 4 FOOT PINE TREE, 4 FOOT BELOW
 NY0270'ROAD LEVEL ON S CURVE.  U.S.B.M. PAINTED ON PINE TREE.
 NY0270
 NY0270                          STATION RECOVERY (1968)
 NY0270
 NY0270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 NY0270'MARK NOT FOUND.
 NY0270
 NY0270                          STATION RECOVERY (1984)
 NY0270
 NY0270'RECOVERY NOTE BY US POWER SQUADRON 1984 (JTF)
 NY0270'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0498 ***********************************************************************
 PB0498  DESIGNATION -  D 358
 PB0498  PID         -  PB0498
 PB0498  STATE/COUNTY-  OR/DESCHUTES
 PB0498  USGS QUAD   -  CRANE PRAIRIE RESERV (1981)
 PB0498
 PB0498                         *CURRENT SURVEY CONTROL
 PB0498  ___________________________________________________________________
 PB0498* NAD 83(1986)-  43 45 35.     (N)    121 50 03.     (W)     SCALED    
 PB0498* NAVD 88     -      1362.575  (meters)    4470.38   (feet)  ADJUSTED  
 PB0498  ___________________________________________________________________
 PB0498  GEOID HEIGHT-         -21.06  (meters)                     GEOID03
 PB0498  DYNAMIC HT  -        1361.927 (meters)    4468.26  (feet)  COMP
 PB0498  MODELED GRAV-     980,095.9   (mgal)                       NAVD 88
 PB0498
 PB0498  VERT ORDER  -  SECOND    CLASS 0
 PB0498
 PB0498.The horizontal coordinates were scaled from a topographic map and have
 PB0498.an estimated accuracy of +/- 6 seconds.
 PB0498
 PB0498.The orthometric height was determined by differential leveling
 PB0498.and adjusted in June 1991.
 PB0498
 PB0498.The geoid height was determined by GEOID03.
 PB0498
 PB0498.The dynamic height is computed by dividing the NAVD 88
 PB0498.geopotential number by the normal gravity value computed on the
 PB0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0498.degrees latitude (g = 980.6199 gals.).
 PB0498
 PB0498.The modeled gravity was interpolated from observed gravity values.
 PB0498
 PB0498;                    North         East    Units  Estimated Accuracy
 PB0498;SPC OR S     -   233,360.    1,392,570.      MT  (+/- 180 meters Scaled)
 PB0498
 PB0498                          SUPERSEDED SURVEY CONTROL
 PB0498
 PB0498  NGVD 29 (??/??/92) 1361.322  (m)         4466.27   (f) ADJ UNCH    2 0
 PB0498
 PB0498.Superseded values are not recommended for survey control.
 PB0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0498.See file dsdata.txt to determine how the superseded data were derived.
 PB0498
 PB0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP938458(NAD 83)
 PB0498_MARKER: DB = BENCH MARK DISK
 PB0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0498_STAMPING: D 358 1942
 PB0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0498+STABILITY: SURFACE MOTION
 PB0498
 PB0498  HISTORY     - Date     Condition        Report By
 PB0498  HISTORY     - 1942     MONUMENTED       CGS
 PB0498
 PB0498                          STATION DESCRIPTION
 PB0498
 PB0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PB0498'20.6 MI N FROM ODELL LAKE LODGE.
 PB0498'ALONG ELK LAKE ROAD, 13.8 MILES NORTH OF DAVIS LAKE RANGER STATION. 25
 PB0498'FEET WEST OF CENTER LINE OF ROAD.  WITNESS POST SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1238 ***********************************************************************
 QD1238  DESIGNATION -  D 359
 QD1238  PID         -  QD1238
 QD1238  STATE/COUNTY-  OR/DESCHUTES
 QD1238  USGS QUAD   -  BROKEN TOP (1988)
 QD1238
 QD1238                         *CURRENT SURVEY CONTROL
 QD1238  ___________________________________________________________________
 QD1238* NAD 83(1986)-  44 02 38.     (N)    121 39 51.     (W)     SCALED    
 QD1238* NAVD 88     -      2069.760  (meters)    6790.54   (feet)  ADJUSTED  
 QD1238  ___________________________________________________________________
 QD1238  GEOID HEIGHT-         -20.31  (meters)                     GEOID03
 QD1238  DYNAMIC HT  -        2068.626 (meters)    6786.82  (feet)  COMP
 QD1238  MODELED GRAV-     979,994.8   (mgal)                       NAVD 88
 QD1238
 QD1238  VERT ORDER  -  SECOND    CLASS 0
 QD1238
 QD1238.The horizontal coordinates were scaled from a topographic map and have
 QD1238.an estimated accuracy of +/- 6 seconds.
 QD1238
 QD1238.The orthometric height was determined by differential leveling
 QD1238.and adjusted in June 1991.
 QD1238
 QD1238.The geoid height was determined by GEOID03.
 QD1238
 QD1238.The dynamic height is computed by dividing the NAVD 88
 QD1238.geopotential number by the normal gravity value computed on the
 QD1238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1238.degrees latitude (g = 980.6199 gals.).
 QD1238
 QD1238.The modeled gravity was interpolated from observed gravity values.
 QD1238
 QD1238;                    North         East    Units  Estimated Accuracy
 QD1238;SPC OR S     -   264,730.    1,406,700.      MT  (+/- 180 meters Scaled)
 QD1238
 QD1238                          SUPERSEDED SURVEY CONTROL
 QD1238
 QD1238  NGVD 29 (??/??/92) 2068.398  (m)         6786.07   (f) ADJ UNCH    2 0
 QD1238
 QD1238.Superseded values are not recommended for survey control.
 QD1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1238.See file dsdata.txt to determine how the superseded data were derived.
 QD1238
 QD1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP070776(NAD 83)
 QD1238_MARKER: DB = BENCH MARK DISK
 QD1238_SETTING: 80 = SET IN A BOULDER
 QD1238_SP_SET: BOULDER
 QD1238_STAMPING: D-359 1942
 QD1238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD1238+STABILITY: SURFACE MOTION
 QD1238
 QD1238  HISTORY     - Date     Condition        Report By
 QD1238  HISTORY     - 1942     MONUMENTED       CGS
 QD1238
 QD1238                          STATION DESCRIPTION
 QD1238
 QD1238'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QD1238'27.0 MI S FROM SISTERS.
 QD1238'ALONG ELK LAKE ROAD, 3.2 MILES NORTH OF CENTURY DRIVE, 4 FEET
 QD1238'NORTHWEST OF SMALL BRIDGE, 12 FEET WEST OF CENTER LINE OF ROAD.
 QD1238'WITNESS POST SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0044 ***********************************************************************
 QE0044  DESIGNATION -  D 360
 QE0044  PID         -  QE0044
 QE0044  STATE/COUNTY-  OR/MARION
 QE0044  USGS QUAD   -  DETROIT (1994)
 QE0044
 QE0044                         *CURRENT SURVEY CONTROL
 QE0044  ___________________________________________________________________
 QE0044* NAD 83(1986)-  44 44 56.     (N)    122 08 06.     (W)     SCALED    
 QE0044* NAVD 88     -       478.209  (meters)    1568.92   (feet)  ADJUSTED  
 QE0044  ___________________________________________________________________
 QE0044  GEOID HEIGHT-         -21.81  (meters)                     GEOID03
 QE0044  DYNAMIC HT  -         478.113 (meters)    1568.61  (feet)  COMP
 QE0044  MODELED GRAV-     980,403.7   (mgal)                       NAVD 88
 QE0044
 QE0044  VERT ORDER  -  SECOND    CLASS 0
 QE0044
 QE0044.The horizontal coordinates were scaled from a topographic map and have
 QE0044.an estimated accuracy of +/- 6 seconds.
 QE0044
 QE0044.The orthometric height was determined by differential leveling
 QE0044.and adjusted in June 1991.
 QE0044
 QE0044.The geoid height was determined by GEOID03.
 QE0044
 QE0044.The dynamic height is computed by dividing the NAVD 88
 QE0044.geopotential number by the normal gravity value computed on the
 QE0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0044.degrees latitude (g = 980.6199 gals.).
 QE0044
 QE0044.The modeled gravity was interpolated from observed gravity values.
 QE0044
 QE0044;                    North         East    Units  Estimated Accuracy
 QE0044;SPC OR N     -   121,570.    2,370,540.      MT  (+/- 180 meters Scaled)
 QE0044
 QE0044                          SUPERSEDED SURVEY CONTROL
 QE0044
 QE0044  NGVD 29 (??/??/92)  477.119  (m)         1565.35   (f) ADJ UNCH    2 0
 QE0044
 QE0044.Superseded values are not recommended for survey control.
 QE0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0044.See file dsdata.txt to determine how the superseded data were derived.
 QE0044
 QE0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ684554(NAD 83)
 QE0044_MARKER: DD = SURVEY DISK
 QE0044_SETTING: 66 = SET IN ROCK OUTCROP
 QE0044_SP_SET: ROCK
 QE0044_STAMPING: D 360 1942
 QE0044_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QE0044+STABILITY: POSITION/ELEVATION WELL
 QE0044
 QE0044  HISTORY     - Date     Condition        Report By
 QE0044  HISTORY     - 1942     MONUMENTED       USGS
 QE0044  HISTORY     - 1943     GOOD             NGS
 QE0044  HISTORY     - 19950927 MARK NOT FOUND   NGS
 QE0044
 QE0044                          STATION DESCRIPTION
 QE0044
 QE0044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QE0044'2.2 MI NE FROM DETROIT.
 QE0044'ABOUT 2.2 MILES NORTHEAST ALONG THE BREITENBUSH ROAD FROM DETROIT,
 QE0044'MARION COUNTY, ABOUT 300 FEET WEST ALONG A VERY DIM ROAD TO A GAGING
 QE0044'STATION FROM THE ROAD, 33.0 FEET SOUTHWEST OF THE SOUTHWEST SIDE OF
 QE0044'THE GAGING STATION HOUSE, 4.0 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF
 QE0044'BREITENBUSH CREEK, SET IN THE TOP OF A VERYLARGE ROCK OUTCROP.  A
 QE0044'(USGS) GAGING STATION REFERENCE MARK DISK SET IN THE TOP OF A ROCK.
 QE0044
 QE0044                          STATION RECOVERY (1995)
 QE0044
 QE0044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (LLR)
 QE0044'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0184 ***********************************************************************
 PC0184  DESIGNATION -  D 362
 PC0184  PID         -  PC0184
 PC0184  STATE/COUNTY-  OR/LANE
 PC0184  USGS QUAD   -  LOWELL (1986)
 PC0184
 PC0184                         *CURRENT SURVEY CONTROL
 PC0184  ___________________________________________________________________
 PC0184* NAD 83(1991)-  43 54 56.96692(N)    122 49 20.65536(W)     ADJUSTED  
 PC0184* NAVD 88     -       204.352  (meters)     670.44   (feet)  ADJUSTED  
 PC0184  ___________________________________________________________________
 PC0184  LAPLACE CORR-           2.59  (seconds)                    DEFLEC99
 PC0184  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 PC0184  DYNAMIC HT  -         204.309 (meters)     670.30  (feet)  COMP
 PC0184  MODELED GRAV-     980,404.5   (mgal)                       NAVD 88
 PC0184
 PC0184  HORZ ORDER  -  THIRD
 PC0184  VERT ORDER  -  SECOND    CLASS 0
 PC0184
 PC0184.The horizontal coordinates were established by classical geodetic methods
 PC0184.and adjusted by the National Geodetic Survey in October 1991.
 PC0184
 PC0184.The orthometric height was determined by differential leveling
 PC0184.and adjusted in June 1991.
 PC0184
 PC0184.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC0184
 PC0184.The geoid height was determined by GEOID03.
 PC0184
 PC0184.The dynamic height is computed by dividing the NAVD 88
 PC0184.geopotential number by the normal gravity value computed on the
 PC0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0184.degrees latitude (g = 980.6199 gals.).
 PC0184
 PC0184.The modeled gravity was interpolated from observed gravity values.
 PC0184
 PC0184;                    North         East     Units Scale Factor Converg.
 PC0184;SPC OR S     -   252,437.051 1,313,493.339   MT  0.99997970   -1 35 19.9
 PC0184;SPC OR S     -   828,205.55  4,309,361.35   iFT  0.99997970   -1 35 19.9
 PC0184;UTM  10      - 4,862,539.010   514,258.696   MT  0.99960250   +0 07 23.5
 PC0184
 PC0184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC0184!SPC OR S     -   0.99997160  x   0.99997970  =   0.99995130
 PC0184!UTM  10      -   0.99997160  x   0.99960250  =   0.99957412
 PC0184
 PC0184:                Primary Azimuth Mark                     Grid Az
 PC0184:SPC OR S     -  LOWELL RM 3 RESET                        076 22 59.6
 PC0184:UTM  10      -  LOWELL RM 3 RESET                        074 40 16.2
 PC0184
 PC0184|---------------------------------------------------------------------|
 PC0184| PID    Reference Object                     Distance      Geod. Az  |
 PC0184|                                                           dddmmss.s |
 PC0184| PC0901 LOWELL RM 3 RESET                   APPROX. 5.0 KM 0744739.7 |
 PC0184|---------------------------------------------------------------------|
 PC0184
 PC0184                          SUPERSEDED SURVEY CONTROL
 PC0184
 PC0184  NAD 83(1986)-  43 54 56.98044(N)    122 49 20.67950(W) AD(       ) 3
 PC0184  NAD 27      -  43 54 57.52510(N)    122 49 16.43380(W) AD(       ) 3
 PC0184  NGVD 29 (??/??/92)  203.242  (m)          666.80   (f) ADJ UNCH    2 0
 PC0184
 PC0184.Superseded values are not recommended for survey control.
 PC0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0184.See file dsdata.txt to determine how the superseded data were derived.
 PC0184
 PC0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP1425962539(NAD 83)
 PC0184_MARKER: DB = BENCH MARK DISK
 PC0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PC0184_STAMPING: D 362 1942
 PC0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0184+STABILITY: SURFACE MOTION
 PC0184
 PC0184  HISTORY     - Date     Condition        Report By
 PC0184  HISTORY     - 1942     MONUMENTED       CGS
 PC0184  HISTORY     - 1953     GOOD             CGS
 PC0184  HISTORY     - 1968     SEE DESCRIPTION  CGS
 PC0184  HISTORY     - 1968     GOOD             NGS
 PC0184  HISTORY     - 1990     GOOD             USPSQD
 PC0184
 PC0184                          STATION DESCRIPTION
 PC0184
 PC0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PC0184'11.4 MI SE FROM GOSHEN.
 PC0184'11.4 MILES SOUTHEAST OF THE POST OFFICE.  ALONG STATE HIGHWAY 58, 35
 PC0184'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 125 FEET SOUTHEAST OF
 PC0184'THE BUCKHORN TAVERN, 70 FEET EAST OF THE DEXTER GENERAL STORE AND 65
 PC0184'FEET WEST OF THE CENTER LINE OF THE LOST CREEK ROAD.  WITNESS POST
 PC0184'SET.
 PC0184
 PC0184                          STATION RECOVERY (1953)
 PC0184
 PC0184'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CTH)
 PC0184'THE STATION IS ABOUT 70 FEET EAST OF THE DEXTER POST OFFICE, 65
 PC0184'FEET WEST OF THE OLD LOST CREEK ROAD, 35 FEET SOUTH OF THE MAIN
 PC0184'STREET, AND IN THE VILLAGE OF DEXTER.
 PC0184'
 PC0184'THE STATION MARK IS A STANDARD USC AND GS BENCH MARK DISK SET
 PC0184'IN THE TOP OF A CONCRETE POST THAT IS 2 INCHES BELOW THE SURFACE
 PC0184'OF THE GROUND, AND THE DISK IS STAMPED D 362 1942.
 PC0184'
 PC0184'NO REFERENCE MARKS OR AZIMUTH MARK WAS SET FOR THIS STATION.
 PC0184
 PC0184                          STATION RECOVERY (1968)
 PC0184
 PC0184'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (NET)
 PC0184'THE STATION IS UNDER THE MACADAM IN THE PARKING LOT.  THE MACADAM
 PC0184'WAS NOT CUT OPEN TO VERIFY THE STAMPING ON THE DISK.  THE POST
 PC0184'MISTRESS GAVE ASSURANCE THAT THE STATION HAD NOT BEEN DISTURBED
 PC0184'AND WAS IN THE ORIGINAL POSITION.
 PC0184
 PC0184                          STATION RECOVERY (1968)
 PC0184
 PC0184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 PC0184'RECOVERED IN GOOD CONDITION.
 PC0184
 PC0184                          STATION RECOVERY (1990)
 PC0184
 PC0184'RECOVERY NOTE BY US POWER SQUADRON 1990 (SM)
 PC0184'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0519 ***********************************************************************
 PB0519  DESIGNATION -  D 363
 PB0519  PID         -  PB0519
 PB0519  STATE/COUNTY-  OR/KLAMATH
 PB0519  USGS QUAD   -  ODELL LAKE (1981)
 PB0519
 PB0519                         *CURRENT SURVEY CONTROL
 PB0519  ___________________________________________________________________
 PB0519* NAD 83(1986)-  43 33 08.     (N)    121 57 11.     (W)     SCALED    
 PB0519* NAVD 88     -      1458.815  (meters)    4786.13   (feet)  ADJUSTED  
 PB0519  ___________________________________________________________________
 PB0519  GEOID HEIGHT-         -21.17  (meters)                     GEOID03
 PB0519  DYNAMIC HT  -        1458.082 (meters)    4783.72  (feet)  COMP
 PB0519  MODELED GRAV-     980,065.0   (mgal)                       NAVD 88
 PB0519
 PB0519  VERT ORDER  -  SECOND    CLASS 0
 PB0519
 PB0519.The horizontal coordinates were scaled from a topographic map and have
 PB0519.an estimated accuracy of +/- 6 seconds.
 PB0519
 PB0519.The orthometric height was determined by differential leveling
 PB0519.and adjusted in June 1991.
 PB0519
 PB0519.The geoid height was determined by GEOID03.
 PB0519
 PB0519.The dynamic height is computed by dividing the NAVD 88
 PB0519.geopotential number by the normal gravity value computed on the
 PB0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0519.degrees latitude (g = 980.6199 gals.).
 PB0519
 PB0519.The modeled gravity was interpolated from observed gravity values.
 PB0519
 PB0519;                    North         East    Units  Estimated Accuracy
 PB0519;SPC OR S     -   210,470.    1,382,600.      MT  (+/- 180 meters Scaled)
 PB0519
 PB0519                          SUPERSEDED SURVEY CONTROL
 PB0519
 PB0519  NGVD 29 (??/??/92) 1457.527  (m)         4781.90   (f) ADJ UNCH    2 0
 PB0519
 PB0519.Superseded values are not recommended for survey control.
 PB0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0519.See file dsdata.txt to determine how the superseded data were derived.
 PB0519
 PB0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP845226(NAD 83)
 PB0519_MARKER: DB = BENCH MARK DISK
 PB0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0519_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0519_STAMPING: D 363 1942
 PB0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0519+STABILITY: SURFACE MOTION
 PB0519
 PB0519  HISTORY     - Date     Condition        Report By
 PB0519  HISTORY     - 1942     MONUMENTED       CGS
 PB0519  HISTORY     - 1943     GOOD             NGS
 PB0519
 PB0519                          STATION DESCRIPTION
 PB0519
 PB0519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PB0519'4.0 MI N FROM CRESCENT LAKE.
 PB0519'ABOUT 4.0 MILES NORTH OF THE RAILROAD STATION AT CRESCENT LAKE,
 PB0519'KLAMATH COUNTY, SET AT THE JUNCTION OF THE ELK LAKE ROAD RUNNING
 PB0519'NORTHEAST, 224.0 FEET NORTHEAST OF THE CENTER LINE OF STATE HIGHWAY
 PB0519'58, 27.0 FEET SOUTHEAST OF THE CENTER LINE OF THE ELK LAKE ROAD,
 PB0519'PROJECTING ABOUT 8-INCHES ABOVE THE GROUND, 2.0 FEET NORTHWEST OF A
 PB0519'WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0216 ***********************************************************************
 PC0216  DESIGNATION -  D 364
 PC0216  PID         -  PC0216
 PC0216  STATE/COUNTY-  OR/LANE
 PC0216  USGS QUAD   -  WESTFIR WEST (1997)
 PC0216
 PC0216                         *CURRENT SURVEY CONTROL
 PC0216  ___________________________________________________________________
 PC0216* NAD 83(1986)-  43 47 40.     (N)    122 33 29.     (W)     SCALED    
 PC0216* NAVD 88     -       301.928  (meters)     990.58   (feet)  ADJUSTED  
 PC0216  ___________________________________________________________________
 PC0216  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 PC0216  DYNAMIC HT  -         301.851 (meters)     990.32  (feet)  COMP
 PC0216  MODELED GRAV-     980,358.7   (mgal)                       NAVD 88
 PC0216
 PC0216  VERT ORDER  -  SECOND    CLASS 0
 PC0216
 PC0216.The horizontal coordinates were scaled from a topographic map and have
 PC0216.an estimated accuracy of +/- 6 seconds.
 PC0216
 PC0216.The orthometric height was determined by differential leveling
 PC0216.and adjusted in June 1991.
 PC0216
 PC0216.The geoid height was determined by GEOID03.
 PC0216
 PC0216.The dynamic height is computed by dividing the NAVD 88
 PC0216.geopotential number by the normal gravity value computed on the
 PC0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0216.degrees latitude (g = 980.6199 gals.).
 PC0216
 PC0216.The modeled gravity was interpolated from observed gravity values.
 PC0216
 PC0216;                    North         East    Units  Estimated Accuracy
 PC0216;SPC OR S     -   238,400.    1,334,390.      MT  (+/- 180 meters Scaled)
 PC0216
 PC0216                          SUPERSEDED SURVEY CONTROL
 PC0216
 PC0216  NGVD 29 (??/??/92)  300.816  (m)          986.93   (f) ADJ UNCH    2 0
 PC0216
 PC0216.Superseded values are not recommended for survey control.
 PC0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0216.See file dsdata.txt to determine how the superseded data were derived.
 PC0216
 PC0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP355491(NAD 83)
 PC0216_MARKER: DD = SURVEY DISK
 PC0216_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PC0216_SP_SET: CULVERT
 PC0216_STAMPING: D 364 1942
 PC0216_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PC0216
 PC0216  HISTORY     - Date     Condition        Report By
 PC0216  HISTORY     - 1942     MONUMENTED       ORDT
 PC0216  HISTORY     - 1942     GOOD             NGS
 PC0216  HISTORY     - 1954     MARK NOT FOUND   ORDT
 PC0216
 PC0216                          STATION DESCRIPTION
 PC0216
 PC0216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 PC0216'7.7 MI NW FROM OAKRIDGE.
 PC0216'7.7 MILES NORTHWEST OF THE POST OFFICE.  ALONG STATE HIGHWAY 58, 15
 PC0216'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 300 FEET WEST OF A
 PC0216'BRIDGE OVER BRIDGE CREEK, IN THE SOUTHWEST END OF THE WHITEWATER CREED
 PC0216'CULVERT HEADWALL.
 PC0216
 PC0216                          STATION RECOVERY (1954)
 PC0216
 PC0216'RECOVERY NOTE BY OREGON DEPARTMENT OF TRANSPORTATION 1954
 PC0216'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0557 ***********************************************************************
 PC0557  DESIGNATION -  D 365
 PC0557  PID         -  PC0557
 PC0557  STATE/COUNTY-  OR/COOS
 PC0557  USGS QUAD   -  GOLDEN FALLS (1990)
 PC0557
 PC0557                         *CURRENT SURVEY CONTROL
 PC0557  ___________________________________________________________________
 PC0557* NAD 83(1986)-  43 25 21.     (N)    123 56 16.     (W)     SCALED    
 PC0557* NAVD 88     -        74.679  (meters)     245.01   (feet)  ADJUSTED  
 PC0557  ___________________________________________________________________
 PC0557  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 PC0557  DYNAMIC HT  -          74.668 (meters)     244.97  (feet)  COMP
 PC0557  MODELED GRAV-     980,473.2   (mgal)                       NAVD 88
 PC0557
 PC0557  VERT ORDER  -  SECOND    CLASS 0
 PC0557
 PC0557.The horizontal coordinates were scaled from a topographic map and have
 PC0557.an estimated accuracy of +/- 6 seconds.
 PC0557
 PC0557.The orthometric height was determined by differential leveling
 PC0557.and adjusted in June 1991.
 PC0557
 PC0557.The geoid height was determined by GEOID03.
 PC0557
 PC0557.The dynamic height is computed by dividing the NAVD 88
 PC0557.geopotential number by the normal gravity value computed on the
 PC0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0557.degrees latitude (g = 980.6199 gals.).
 PC0557
 PC0557.The modeled gravity was interpolated from observed gravity values.
 PC0557
 PC0557;                    North         East    Units  Estimated Accuracy
 PC0557;SPC OR S     -   200,760.    1,221,710.      MT  (+/- 180 meters Scaled)
 PC0557
 PC0557                          SUPERSEDED SURVEY CONTROL
 PC0557
 PC0557  NGVD 29 (??/??/92)   73.587  (m)          241.43   (f) ADJ UNCH    2 0
 PC0557
 PC0557.Superseded values are not recommended for survey control.
 PC0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0557.See file dsdata.txt to determine how the superseded data were derived.
 PC0557
 PC0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP240081(NAD 83)
 PC0557_MARKER: DB = BENCH MARK DISK
 PC0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0557_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PC0557_STAMPING: D 365 1942
 PC0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0557+STABILITY: SURFACE MOTION
 PC0557
 PC0557  HISTORY     - Date     Condition        Report By
 PC0557  HISTORY     - 1942     MONUMENTED       CGS
 PC0557
 PC0557                          STATION DESCRIPTION
 PC0557
 PC0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PC0557'11.4 MI NE FROM ALLEGANY.
 PC0557'ALONG EAST FORK MILLICOMA RIVER ROAD, 3.7 MILES SOUTH OF JUNCTION WITH
 PC0557'LOON LAKE ROAD, AT THE TOP OF A GRADE DESCENDING SOUTH, 18 FEET SOUTH
 PC0557'OF A SMALL LOG BRIDGE, 30 FEET NORTH OF AN ABONDONED LOGGING ROAD, 25
 PC0557'FEET WEST OF CENTER LINE OF ROAD, WITNESS POST SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1207 ***********************************************************************
 QD1207  DESIGNATION -  D 365 RESET
 QD1207  PID         -  QD1207
 QD1207  STATE/COUNTY-  OR/CLACKAMAS
 QD1207  USGS QUAD   -  PINHEAD BUTTES (1997)
 QD1207
 QD1207                         *CURRENT SURVEY CONTROL
 QD1207  ___________________________________________________________________
 QD1207* NAD 83(1986)-  44 56 46.     (N)    121 48 22.     (W)     SCALED    
 QD1207* NAVD 88     -      1286.95   (meters)    4222.3    (feet)  RESET     
 QD1207  ___________________________________________________________________
 QD1207  GEOID HEIGHT-         -21.11  (meters)                     GEOID03
 QD1207  VERT ORDER  -  THIRD
 QD1207
 QD1207.The horizontal coordinates were scaled from a topographic map and have
 QD1207.an estimated accuracy of +/- 6 seconds.
 QD1207
 QD1207.The orthometric height was computed from unverified reset data.
 QD1207
 QD1207.The geoid height was determined by GEOID03.
 QD1207
 QD1207;                    North         East    Units  Estimated Accuracy
 QD1207;SPC OR N     -   143,010.    2,396,940.      MT  (+/- 180 meters Scaled)
 QD1207
 QD1207                          SUPERSEDED SURVEY CONTROL
 QD1207
 QD1207.No superseded survey control is available for this station.
 QD1207
 QD1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ941776(NAD 83)
 QD1207_MARKER: DB = BENCH MARK DISK
 QD1207_SETTING: 80 = SET IN A BOULDER
 QD1207_SP_SET: BOULDER
 QD1207_STAMPING: D 365 RESET 1968
 QD1207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD1207+STABILITY: SURFACE MOTION
 QD1207
 QD1207  HISTORY     - Date     Condition        Report By
 QD1207  HISTORY     - 1968     MONUMENTED       CGS
 QD1207
 QD1207                          STATION DESCRIPTION
 QD1207
 QD1207'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 QD1207'10.7 MI N FROM OLALLIE LAKE GUARD STATION.
 QD1207'12.7 MILES SOUTH ALONG SKYLINE ROAD FROM THE CLACKAMAS LAKE GUARD
 QD1207'STATION, 10.7 MILES NORTH ALONG SKYLINE ROAD FROM THE OLALLIE LAKE
 QD1207'GUARD STATION, 1.3 MILES SOUTH OF THE WASCO-CLACKAMAS COUNTY LINE, 0.5
 QD1207'MILE SOUTH OF MILE POST NO. 23, 50 FEET EAST OF THE CENTER OF THE
 QD1207'ROAD, 1 FOOT EAST OF A METAL WITNESS POST AND 6 FEET HIGHER THAN THE
 QD1207'ROAD CEMENTED IN A DRILL HOLE IN A 2 BY 3 FOOT BOULDER THAT PROJECTS 4
 QD1207'INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0710 ***********************************************************************
 QD0710  DESIGNATION -  D 366
 QD0710  PID         -  QD0710
 QD0710  STATE/COUNTY-  OR/JEFFERSON
 QD0710  USGS QUAD   -  OPAL CITY (1992)
 QD0710
 QD0710                         *CURRENT SURVEY CONTROL
 QD0710  ___________________________________________________________________
 QD0710* NAD 83(1986)-  44 25 57.     (N)    121 12 12.     (W)     SCALED    
 QD0710* NAVD 88     -       868.869  (meters)    2850.61   (feet)  ADJUSTED  
 QD0710  ___________________________________________________________________
 QD0710  GEOID HEIGHT-         -21.15  (meters)                     GEOID03
 QD0710  DYNAMIC HT  -         868.614 (meters)    2849.78  (feet)  COMP
 QD0710  MODELED GRAV-     980,295.3   (mgal)                       NAVD 88
 QD0710
 QD0710  VERT ORDER  -  SECOND    CLASS 0
 QD0710
 QD0710.The horizontal coordinates were scaled from a topographic map and have
 QD0710.an estimated accuracy of +/- 6 seconds.
 QD0710
 QD0710.The orthometric height was determined by differential leveling
 QD0710.and adjusted in June 1991.
 QD0710
 QD0710.The geoid height was determined by GEOID03.
 QD0710
 QD0710.The dynamic height is computed by dividing the NAVD 88
 QD0710.geopotential number by the normal gravity value computed on the
 QD0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0710.degrees latitude (g = 980.6199 gals.).
 QD0710
 QD0710.The modeled gravity was interpolated from observed gravity values.
 QD0710
 QD0710;                    North         East    Units  Estimated Accuracy
 QD0710;SPC OR N     -    85,350.    2,444,000.      MT  (+/- 180 meters Scaled)
 QD0710
 QD0710                          SUPERSEDED SURVEY CONTROL
 QD0710
 QD0710  NGVD 29 (??/??/92)  867.783  (m)         2847.05   (f) ADJ UNCH    2 0
 QD0710
 QD0710.Superseded values are not recommended for survey control.
 QD0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0710.See file dsdata.txt to determine how the superseded data were derived.
 QD0710
 QD0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ429214(NAD 83)
 QD0710_MARKER: DB = BENCH MARK DISK
 QD0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD0710_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QD0710_STAMPING: D 366 1942
 QD0710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0710+STABILITY: SURFACE MOTION
 QD0710
 QD0710  HISTORY     - Date     Condition        Report By
 QD0710  HISTORY     - 1942     MONUMENTED       CGS
 QD0710  HISTORY     - 1959     MARK NOT FOUND   NGS
 QD0710  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 QD0710
 QD0710                          STATION DESCRIPTION
 QD0710
 QD0710'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QD0710'0.9 MI S FROM OPAL CITY.
 QD0710'ALONG THE UNION PACIFIC RAILROAD FROM THE RAILROAD STATION, 45 FEET
 QD0710'EAST OF THE CENTERLINE OF THE RAILROAD, 12 FEET EAST OF A POWER LINE,
 QD0710'1 FOOT WEST OF A FENCE LINE, A WITNESS POST SET.
 QD0710
 QD0710                          STATION RECOVERY (1959)
 QD0710
 QD0710'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 QD0710'MARK NOT FOUND.
 QD0710
 QD0710                          STATION RECOVERY (1985)
 QD0710
 QD0710'RECOVERY NOTE BY US POWER SQUADRON 1985
 QD0710'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0649 ***********************************************************************
 QD0649  DESIGNATION -  D 367
 QD0649  PID         -  QD0649
 QD0649  STATE/COUNTY-  OR/JEFFERSON
 QD0649  USGS QUAD   -  GATEWAY (1993)
 QD0649
 QD0649                         *CURRENT SURVEY CONTROL
 QD0649  ___________________________________________________________________
 QD0649* NAD 83(1986)-  44 47 00.     (N)    121 03 02.     (W)     SCALED    
 QD0649* NAVD 88     -       503.867  (meters)    1653.10   (feet)  ADJUSTED  
 QD0649  ___________________________________________________________________
 QD0649  GEOID HEIGHT-         -21.37  (meters)                     GEOID03
 QD0649  DYNAMIC HT  -         503.754 (meters)    1652.73  (feet)  COMP
 QD0649  MODELED GRAV-     980,377.0   (mgal)                       NAVD 88
 QD0649
 QD0649  VERT ORDER  -  SECOND    CLASS 0
 QD0649
 QD0649.The horizontal coordinates were scaled from a topographic map and have
 QD0649.an estimated accuracy of +/- 6 seconds.
 QD0649
 QD0649.The orthometric height was determined by differential leveling
 QD0649.and adjusted in June 1991.
 QD0649
 QD0649.The geoid height was determined by GEOID03.
 QD0649
 QD0649.The dynamic height is computed by dividing the NAVD 88
 QD0649.geopotential number by the normal gravity value computed on the
 QD0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0649.degrees latitude (g = 980.6199 gals.).
 QD0649
 QD0649.The modeled gravity was interpolated from observed gravity values.
 QD0649
 QD0649;                    North         East    Units  Estimated Accuracy
 QD0649;SPC OR N     -   124,230.    2,456,430.      MT  (+/- 180 meters Scaled)
 QD0649
 QD0649                          SUPERSEDED SURVEY CONTROL
 QD0649
 QD0649  NGVD 29 (??/??/92)  502.784  (m)         1649.55   (f) ADJ UNCH    2 0
 QD0649
 QD0649.Superseded values are not recommended for survey control.
 QD0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0649.See file dsdata.txt to determine how the superseded data were derived.
 QD0649
 QD0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ542607(NAD 83)
 QD0649_MARKER: DB = BENCH MARK DISK
 QD0649_SETTING: 66 = SET IN ROCK OUTCROP
 QD0649_SP_SET: ROCK LEDGE
 QD0649_STAMPING: D 367 1942
 QD0649_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QD0649+STABILITY: POSITION/ELEVATION WELL
 QD0649
 QD0649  HISTORY     - Date     Condition        Report By
 QD0649  HISTORY     - 1942     MONUMENTED       CGS
 QD0649  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 QD0649
 QD0649                          STATION DESCRIPTION
 QD0649
 QD0649'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QD0649'1.8 MI N FROM GATEWAY.
 QD0649'ALONG THE UNION PACIFIC RAILROAD FROM THE RAILROAD STATION, 35 FEET
 QD0649'NORTHWEST OF THE SOUTH ENTRANCE TO A TUNNEL, 9 FEET EAST OF THE
 QD0649'CENTERLINE OF THE RAILROAD.
 QD0649
 QD0649                          STATION RECOVERY (1985)
 QD0649
 QD0649'RECOVERY NOTE BY US POWER SQUADRON 1985
 QD0649'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0471 ***********************************************************************
 QD0471  DESIGNATION -  D 368
 QD0471  PID         -  QD0471
 QD0471  STATE/COUNTY-  OR/WASCO
 QD0471  USGS QUAD   -  HASTINGS PEAK (1987)
 QD0471
 QD0471                         *CURRENT SURVEY CONTROL
 QD0471  ___________________________________________________________________
 QD0471* NAD 83(1986)-  44 54 26.     (N)    120 34 38.     (W)     SCALED    
 QD0471* NAVD 88     -       986.669  (meters)    3237.10   (feet)  ADJUSTED  
 QD0471  ___________________________________________________________________
 QD0471  GEOID HEIGHT-         -20.43  (meters)                     GEOID03
 QD0471  DYNAMIC HT  -         986.421 (meters)    3236.28  (feet)  COMP
 QD0471  MODELED GRAV-     980,330.8   (mgal)                       NAVD 88
 QD0471
 QD0471  VERT ORDER  -  FIRST     CLASS II
 QD0471
 QD0471.The horizontal coordinates were scaled from a topographic map and have
 QD0471.an estimated accuracy of +/- 6 seconds.
 QD0471
 QD0471.The orthometric height was determined by differential leveling
 QD0471.and adjusted in June 1991.
 QD0471
 QD0471.The geoid height was determined by GEOID03.
 QD0471
 QD0471.The dynamic height is computed by dividing the NAVD 88
 QD0471.geopotential number by the normal gravity value computed on the
 QD0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0471.degrees latitude (g = 980.6199 gals.).
 QD0471
 QD0471.The modeled gravity was interpolated from observed gravity values.
 QD0471
 QD0471;                    North         East    Units  Estimated Accuracy
 QD0471;SPC OR N     -   137,860.    2,493,900.      MT  (+/- 180 meters Scaled)
 QD0471
 QD0471                          SUPERSEDED SURVEY CONTROL
 QD0471
 QD0471  NGVD 29 (??/??/92)  985.529  (m)         3233.36   (f) ADJ UNCH    1 2
 QD0471
 QD0471.Superseded values are not recommended for survey control.
 QD0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0471.See file dsdata.txt to determine how the superseded data were derived.
 QD0471
 QD0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ912755(NAD 83)
 QD0471_MARKER: DD = SURVEY DISK
 QD0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD0471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QD0471_STAMPING: D 368 1931 3233
 QD0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0471+STABILITY: SURFACE MOTION
 QD0471
 QD0471  HISTORY     - Date     Condition        Report By
 QD0471  HISTORY     - 1931     MONUMENTED       ORDT
 QD0471  HISTORY     - 1943     GOOD             NGS
 QD0471
 QD0471                          STATION DESCRIPTION
 QD0471
 QD0471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QD0471'6.4 MI W FROM CLARNO.
 QD0471'THIS MARK IS ABOUT 6.4 MILES WEST ALONG ANTELOPE-FOSSIL ROAD FROM
 QD0471'CLARNO, 0.2 MILE NORTHEAST OF A SPRING BELOW ROAD, SET ON THE OUTSIDE
 QD0471'OF AN S CURVE, 2.0 FEET NORTH OF A EAST-WEST FENCE, AT INTERSECTION OF
 QD0471'FENCE LEADING SOUTH TO EAST-WEST FENCE, 16.0 FEET NORTH OF A LONE
 QD0471'JUNIPER BUSH, 106.0 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 QD0471'PROJECTING ABOUT 5-INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1033 ***********************************************************************
 QD1033  DESIGNATION -  D 369
 QD1033  PID         -  QD1033
 QD1033  STATE/COUNTY-  OR/DESCHUTES
 QD1033  USGS QUAD   -  SISTERS (1988)
 QD1033
 QD1033                         *CURRENT SURVEY CONTROL
 QD1033  ___________________________________________________________________
 QD1033* NAD 83(1986)-  44 17 12.     (N)    121 32 22.     (W)     SCALED    
 QD1033* NAVD 88     -       968.515  (meters)    3177.54   (feet)  ADJUSTED  
 QD1033  ___________________________________________________________________
 QD1033  GEOID HEIGHT-         -21.32  (meters)                     GEOID03
 QD1033  DYNAMIC HT  -         968.171 (meters)    3176.41  (feet)  COMP
 QD1033  MODELED GRAV-     980,230.6   (mgal)                       NAVD 88
 QD1033
 QD1033  VERT ORDER  -  FIRST     CLASS II
 QD1033
 QD1033.The horizontal coordinates were scaled from a topographic map and have
 QD1033.an estimated accuracy of +/- 6 seconds.
 QD1033
 QD1033.The orthometric height was determined by differential leveling
 QD1033.and adjusted in June 1991.
 QD1033
 QD1033.The geoid height was determined by GEOID03.
 QD1033
 QD1033.The dynamic height is computed by dividing the NAVD 88
 QD1033.geopotential number by the normal gravity value computed on the
 QD1033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1033.degrees latitude (g = 980.6199 gals.).
 QD1033
 QD1033.The modeled gravity was interpolated from observed gravity values.
 QD1033
 QD1033;                    North         East    Units  Estimated Accuracy
 QD1033;SPC OR S     -   291,570.    1,417,030.      MT  (+/- 180 meters Scaled)
 QD1033
 QD1033                          SUPERSEDED SURVEY CONTROL
 QD1033
 QD1033  NGVD 29 (??/??/92)  967.354  (m)         3173.73   (f) ADJ UNCH    1 2
 QD1033
 QD1033.Superseded values are not recommended for survey control.
 QD1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1033.See file dsdata.txt to determine how the superseded data were derived.
 QD1033
 QD1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ165047(NAD 83)
 QD1033_MARKER: DB = BENCH MARK DISK
 QD1033_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QD1033_SP_SET: FOUNDATION
 QD1033_STAMPING: D 369 1941
 QD1033_MARK LOGO: CGS   
 QD1033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD1033+STABILITY: SURFACE MOTION
 QD1033
 QD1033  HISTORY     - Date     Condition        Report By
 QD1033  HISTORY     - 1942     MONUMENTED       CGS
 QD1033  HISTORY     - 1943     GOOD             NGS
 QD1033  HISTORY     - 1987     GOOD             NGS
 QD1033  HISTORY     - 20080627 GOOD             GEOCAC
 QD1033
 QD1033                          STATION DESCRIPTION
 QD1033
 QD1033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QD1033'0.3 MI E FROM SISTERS.
 QD1033'ABOUT 0.3 MILE EAST ALONG THE MCKENZIE HIGHWAY FROM THE POST OFFICE AT
 QD1033'SISTERS, AT THE HIGHWAY SCALE, SET IN THE TOP OF THE NORTHWEST CORNER
 QD1033'OF THE CONCRETE WALL AROUND THE SCALE PLATFORM, 17.2 FEET NORTHWEST OF
 QD1033'THE NORTHWEST CORNER OF THE SCALE HOUSE, 26.9 FEET NORTHWEST OF BENCH
 QD1033'MARK X 121 (O.S.H.D.).  A U.S.C. AND G.S. DISK
 QD1033
 QD1033                          STATION RECOVERY (1987)
 QD1033
 QD1033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QD1033'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  0.8 KM
 QD1033'(0.50 MI) EASTERLY ALONG STATE HIGHWAY 126 FROM ITS JUNCTION WITH FIR
 QD1033'STREET IN SISTERS, SET IN THE NORTHEAST CORNER OF A WEIGH SCALE
 QD1033'FOUNDATION AT THE JUNCTION OF STATE HIGHWAYS 126 AND 20 IN THE
 QD1033'SOUTHEAST EDGE OF SISTERS, 21.6 M (70.9 FT) SOUTH-SOUTHWEST OF THE
 QD1033'CENTERLINE OF STATE HIGHWAY 126, 9.8 M (32.2 FT) SOUTHWEST OF THE
 QD1033'CENTERLINE OF STATE HIGHWAY 20, 6.1 M (20.0 FT) NORTHEAST OF THE
 QD1033'NORTHEAST CORNER OF THE SCALE HOUSE, AND 1.8 M (5.9 FT) NORTHEAST OF
 QD1033'THE CENTER OF THE SCALES.  NOTE--THE TOP OF THE MARK HAS BEEN
 QD1033'SLIGHTLY SCRAPED BUT IN GOOD CONDITION.
 QD1033'THE MARK IS ABOVE LEVEL WITH THE HIGHWAYS.
 QD1033
 QD1033                          STATION RECOVERY (2008)
 QD1033
 QD1033'RECOVERY NOTE BY GEOCACHING 2008 (HMT)
 QD1033'THE DISK HAS BEEN PARTIALLY COVERED WITH HARD YELLOW HIGHWAY
 QD1033'STRIPING PAINT, SO THE STAMPING CANNOT BE READ.  HOWEVER, THE
 QD1033'COORDINATES AND THE PRECISION OF THE 1987 DESCRIPTION LEAVE
 QD1033'NO DOUBT THAT THIS IS THE CORRECT DISK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH0864 ***********************************************************************
 OH0864  DESIGNATION -  D 37
 OH0864  PID         -  OH0864
 OH0864  STATE/COUNTY-  OR/MALHEUR
 OH0864  USGS QUAD   -  VALE EAST (1975)
 OH0864
 OH0864                         *CURRENT SURVEY CONTROL
 OH0864  ___________________________________________________________________
 OH0864* NAD 83(1986)-  43 59 09.     (N)    117 14 18.     (W)     SCALED    
 OH0864* NAVD 88     -       683.991  (meters)    2244.06   (feet)  ADJUSTED  
 OH0864  ___________________________________________________________________
 OH0864  GEOID HEIGHT-         -17.96  (meters)                     GEOID03
 OH0864  DYNAMIC HT  -         683.780 (meters)    2243.37  (feet)  COMP
 OH0864  MODELED GRAV-     980,288.6   (mgal)                       NAVD 88
 OH0864
 OH0864  VERT ORDER  -  FIRST     CLASS II
 OH0864
 OH0864.The horizontal coordinates were scaled from a topographic map and have
 OH0864.an estimated accuracy of +/- 6 seconds.
 OH0864
 OH0864.The orthometric height was determined by differential leveling
 OH0864.and adjusted in June 1991.
 OH0864
 OH0864.The geoid height was determined by GEOID03.
 OH0864
 OH0864.The dynamic height is computed by dividing the NAVD 88
 OH0864.geopotential number by the normal gravity value computed on the
 OH0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0864.degrees latitude (g = 980.6199 gals.).
 OH0864
 OH0864.The modeled gravity was interpolated from observed gravity values.
 OH0864
 OH0864;                    North         East    Units  Estimated Accuracy
 OH0864;SPC OR S     -   262,720.    1,761,600.      MT  (+/- 180 meters Scaled)
 OH0864
 OH0864                          SUPERSEDED SURVEY CONTROL
 OH0864
 OH0864  NGVD 29 (??/??/92)  682.994  (m)         2240.79   (f) ADJ UNCH    1 2
 OH0864
 OH0864.Superseded values are not recommended for survey control.
 OH0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0864.See file dsdata.txt to determine how the superseded data were derived.
 OH0864
 OH0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ808703(NAD 83)
 OH0864_MARKER: DB = BENCH MARK DISK
 OH0864_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OH0864_SP_SET: FOOTING
 OH0864_STAMPING: 2241.311 D 37 1930
 OH0864_MARK LOGO: CGS   
 OH0864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0864+STABILITY: SURFACE MOTION
 OH0864_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OH0864+SATELLITE: SATELLITE OBSERVATIONS - August 21, 1989
 OH0864
 OH0864  HISTORY     - Date     Condition        Report By
 OH0864  HISTORY     - 1930     MONUMENTED       CGS
 OH0864  HISTORY     - 1985     GOOD             NGS
 OH0864  HISTORY     - 19890821 GOOD             LOCSUR
 OH0864
 OH0864                          STATION DESCRIPTION
 OH0864
 OH0864'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 OH0864'IN VALE.
 OH0864'AT VALE, MALHEUR COUNTY, ON THE UNION PACIFIC RAILROAD, AT THE JOHN
 OH0864'DAY HIGHWAY (U. S. 28) CROSSING, 84 FEET WEST OF THE CENTER LINE OF
 OH0864'THE HIGHWAY, 71.5 FEET SOUTH OF THE MAIN TRACK, AT THE WOODEN WATER
 OH0864'TANK JUST NORTH OF THE STATION, AND IN THE NORTH CONCRETE FOOTING.  A
 OH0864'STANDARD DISK, STAMPED 2241.311 D 37 1930.
 OH0864
 OH0864                          STATION RECOVERY (1985)
 OH0864
 OH0864'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OH0864'RECOVERED IN GOOD CONDITION.  EXCEPT THE WATER TANK DESCRIBED IS NOW
 OH0864'DESTROYED.
 OH0864
 OH0864                          STATION RECOVERY (1989)
 OH0864
 OH0864'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989
 OH0864'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0471 ***********************************************************************
 RC0471  DESIGNATION -  D 371
 RC0471  PID         -  RC0471
 RC0471  STATE/COUNTY-  OR/WASCO
 RC0471  USGS QUAD   -  SHANIKO (1971)
 RC0471
 RC0471                         *CURRENT SURVEY CONTROL
 RC0471  ___________________________________________________________________
 RC0471* NAD 83(1986)-  45 04 31.     (N)    120 50 18.     (W)     SCALED    
 RC0471* NAVD 88     -       871.284  (meters)    2858.54   (feet)  POSTED    
 RC0471  ___________________________________________________________________
 RC0471  GEOID HEIGHT-         -20.86  (meters)                     GEOID03
 RC0471  DYNAMIC HT  -         871.060 (meters)    2857.80  (feet)  COMP
 RC0471  MODELED GRAV-     980,335.9   (mgal)                       NAVD 88
 RC0471
 RC0471  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 RC0471
 RC0471.The horizontal coordinates were scaled from a topographic map and have
 RC0471.an estimated accuracy of +/- 6 seconds.
 RC0471
 RC0471.The orthometric height was determined by differential leveling
 RC0471.and adjusted by the  in 1992.
 RC0471.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 RC0471.rate of 2.1 thru 3.0 mm/km.
 RC0471
 RC0471.The geoid height was determined by GEOID03.
 RC0471
 RC0471.The dynamic height is computed by dividing the NAVD 88
 RC0471.geopotential number by the normal gravity value computed on the
 RC0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0471.degrees latitude (g = 980.6199 gals.).
 RC0471
 RC0471.The modeled gravity was interpolated from observed gravity values.
 RC0471
 RC0471;                    North         East    Units  Estimated Accuracy
 RC0471;SPC OR N     -   156,580.    2,473,360.      MT  (+/- 180 meters Scaled)
 RC0471
 RC0471                          SUPERSEDED SURVEY CONTROL
 RC0471
 RC0471  NGVD 29 (??/??/92)  870.146  (m)         2854.80   (f) ADJ UNCH    2 0
 RC0471
 RC0471.Superseded values are not recommended for survey control.
 RC0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0471.See file dsdata.txt to determine how the superseded data were derived.
 RC0471
 RC0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ701935(NAD 83)
 RC0471_MARKER: DB = BENCH MARK DISK
 RC0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC0471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC0471_STAMPING: D 371 1942
 RC0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0471+STABILITY: SURFACE MOTION
 RC0471
 RC0471  HISTORY     - Date     Condition        Report By
 RC0471  HISTORY     - 1942     MONUMENTED       CGS
 RC0471  HISTORY     - 1961     GOOD             NGS
 RC0471
 RC0471                          STATION DESCRIPTION
 RC0471
 RC0471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RC0471'7.5 MI NW FROM SHANIKO.
 RC0471'REACHED FROM THE POST OFFICE AT SHANIKO GO WEST ON U.S. HIGHWAY 97 FOR
 RC0471'1.5 MILES, TURN RIGHT, FOLLOW THE BAKEOVEN ROAD NORTHWEST FOR 6.0
 RC0471'MILES TO THE ROAD ON THE LEFT LEADING TO THE JOHN CONROYS RANCH, 37
 RC0471'FEET WEST OF THE CENTER OF THE HIGHWAY, 28 FEET NORTH OF THE CENTER OF
 RC0471'A STOCK GUARD ON THE ROAD TO THE CONROYS RANCH, 0.5 FOOT EAST OF THE
 RC0471'FENCE, 0.5 FOOT SOUTH OF A METAL WITNESS POST, PROJECTING ABOUT
 RC0471'6-INCHES AND ABOUT THE SAME ELEVATION AS THE SURFACE OF THE BAKEOVEN
 RC0471'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0185 ***********************************************************************
 PB0185  DESIGNATION -  D 372
 PB0185  PID         -  PB0185
 PB0185  STATE/COUNTY-  OR/DESCHUTES
 PB0185  USGS QUAD   -  HORSE RIDGE (1981)
 PB0185
 PB0185                         *CURRENT SURVEY CONTROL
 PB0185  ___________________________________________________________________
 PB0185* NAD 83(1986)-  43 58 32.     (N)    121 06 13.     (W)     SCALED    
 PB0185* NAVD 88     -      1132.007  (meters)    3713.93   (feet)  ADJUSTED  
 PB0185  ___________________________________________________________________
 PB0185  GEOID HEIGHT-         -20.68  (meters)                     GEOID03
 PB0185  DYNAMIC HT  -        1131.542 (meters)    3712.40  (feet)  COMP
 PB0185  MODELED GRAV-     980,168.5   (mgal)                       NAVD 88
 PB0185
 PB0185  VERT ORDER  -  FIRST     CLASS II
 PB0185
 PB0185.The horizontal coordinates were scaled from a topographic map and have
 PB0185.an estimated accuracy of +/- 6 seconds.
 PB0185
 PB0185.The orthometric height was determined by differential leveling
 PB0185.and adjusted in June 1991.
 PB0185
 PB0185.The geoid height was determined by GEOID03.
 PB0185
 PB0185.The dynamic height is computed by dividing the NAVD 88
 PB0185.geopotential number by the normal gravity value computed on the
 PB0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0185.degrees latitude (g = 980.6199 gals.).
 PB0185
 PB0185.The modeled gravity was interpolated from observed gravity values.
 PB0185
 PB0185;                    North         East    Units  Estimated Accuracy
 PB0185;SPC OR S     -   256,660.    1,451,570.      MT  (+/- 180 meters Scaled)
 PB0185
 PB0185                          SUPERSEDED SURVEY CONTROL
 PB0185
 PB0185  NGVD 29 (??/??/92) 1130.835  (m)         3710.08   (f) ADJ UNCH    1 2
 PB0185
 PB0185.Superseded values are not recommended for survey control.
 PB0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0185.See file dsdata.txt to determine how the superseded data were derived.
 PB0185
 PB0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP521709(NAD 83)
 PB0185_MARKER: DB = BENCH MARK DISK
 PB0185_SETTING: 66 = SET IN ROCK OUTCROP
 PB0185_SP_SET: ROCK OUTCROP
 PB0185_STAMPING: D 372 1943
 PB0185_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PB0185+STABILITY: POSITION/ELEVATION WELL
 PB0185
 PB0185  HISTORY     - Date     Condition        Report By
 PB0185  HISTORY     - 1943     MONUMENTED       CGS
 PB0185
 PB0185                          STATION DESCRIPTION
 PB0185
 PB0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 PB0185'13.1 MI SE FROM BEND.
 PB0185'THIS MARK IS ABOUT 13.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 20 AND
 PB0185'ABOUT 0.1 MILE SOUTH ALONG THE OLD BEND-BURNS ROAD FROM THE RAILWAY
 PB0185'STATION AT BEND, DESCHUTES COUNTY, SET ON THE INSIDE OF A CURVE, IN
 PB0185'THE TOP OF A LAVA ROCK OUTCROP, 62.0 FEET WEST OF THE CENTER LINE OF
 PB0185'THE ROAD, 3.0 FEET NORTH OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0127 ***********************************************************************
 PB0127  DESIGNATION -  D 373
 PB0127  PID         -  PB0127
 PB0127  STATE/COUNTY-  OR/DESCHUTES
 PB0127  USGS QUAD   -  MILLICAN SE (1981)
 PB0127
 PB0127                         *CURRENT SURVEY CONTROL
 PB0127  ___________________________________________________________________
 PB0127* NAD 83(1986)-  43 50 35.     (N)    120 46 04.     (W)     SCALED    
 PB0127* NAVD 88     -      1331.472  (meters)    4368.34   (feet)  ADJUSTED  
 PB0127  ___________________________________________________________________
 PB0127  GEOID HEIGHT-         -20.10  (meters)                     GEOID03
 PB0127  DYNAMIC HT  -        1330.849 (meters)    4366.29  (feet)  COMP
 PB0127  MODELED GRAV-     980,105.3   (mgal)                       NAVD 88
 PB0127
 PB0127  VERT ORDER  -  FIRST     CLASS II
 PB0127
 PB0127.The horizontal coordinates were scaled from a topographic map and have
 PB0127.an estimated accuracy of +/- 6 seconds.
 PB0127
 PB0127.The orthometric height was determined by differential leveling
 PB0127.and adjusted in June 1991.
 PB0127
 PB0127.The geoid height was determined by GEOID03.
 PB0127
 PB0127.The dynamic height is computed by dividing the NAVD 88
 PB0127.geopotential number by the normal gravity value computed on the
 PB0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0127.degrees latitude (g = 980.6199 gals.).
 PB0127
 PB0127.The modeled gravity was interpolated from observed gravity values.
 PB0127
 PB0127;                    North         East    Units  Estimated Accuracy
 PB0127;SPC OR S     -   241,800.    1,478,470.      MT  (+/- 180 meters Scaled)
 PB0127
 PB0127                          SUPERSEDED SURVEY CONTROL
 PB0127
 PB0127  NGVD 29 (??/??/92) 1330.260  (m)         4364.36   (f) ADJ UNCH    1 2
 PB0127
 PB0127.Superseded values are not recommended for survey control.
 PB0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0127.See file dsdata.txt to determine how the superseded data were derived.
 PB0127
 PB0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP794568(NAD 83)
 PB0127_MARKER: DB = BENCH MARK DISK
 PB0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0127_STAMPING: D 373 1943
 PB0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0127+STABILITY: SURFACE MOTION
 PB0127_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PB0127+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2005
 PB0127
 PB0127  HISTORY     - Date     Condition        Report By
 PB0127  HISTORY     - 1943     MONUMENTED       CGS
 PB0127  HISTORY     - 20050303 GOOD             INDIV
 PB0127
 PB0127                          STATION DESCRIPTION
 PB0127
 PB0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 PB0127'9.3 MI SE FROM MILLICAN.
 PB0127'THIS MARK IS ABOUT 9.3 MILES SOUTHEAST ALONG THE OLD BEND-BURNS ROAD
 PB0127'FROM MILLICAN, DESCHUTES COUNTY, 0.05 MILE WEST OF JUNCTION OF ROAD
 PB0127'LEADING NORTH TO U.S. HIGHWAY 20, 1.2 MILES NORTH OF THE OLD PERCIVAL
 PB0127'RANCH HOUSE, SET IN THE TOP OF A ROCK, 31.0 FEET NORTH OF THE CENTER
 PB0127'LINE OF THE ROAD, 2.0 FEET WEST OF A WHITE REFERENCE POST.
 PB0127
 PB0127                          STATION RECOVERY (2005)
 PB0127
 PB0127'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (RWL)
 PB0127'WAAS CORRECTED NAD 83 GPS COORDINATES
 PB0127'43 50 35.38 (N)  120 46 05.63 (W)
 PB0127' 
 PB0127'OPEN SKY ABOVE MARK
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0556 ***********************************************************************
 PB0556  DESIGNATION -  D 374
 PB0556  PID         -  PB0556
 PB0556  STATE/COUNTY-  OR/LAKE
 PB0556  USGS QUAD   -  GLASS BUTTE (1983)
 PB0556
 PB0556                         *CURRENT SURVEY CONTROL
 PB0556  ___________________________________________________________________
 PB0556* NAD 83(1986)-  43 35 15.     (N)    120 00 26.     (W)     SCALED    
 PB0556* NAVD 88     -      1378.412  (meters)    4522.34   (feet)  ADJUSTED  
 PB0556  ___________________________________________________________________
 PB0556  GEOID HEIGHT-         -19.56  (meters)                     GEOID03
 PB0556  DYNAMIC HT  -        1377.737 (meters)    4520.13  (feet)  COMP
 PB0556  MODELED GRAV-     980,081.7   (mgal)                       NAVD 88
 PB0556
 PB0556  VERT ORDER  -  FIRST     CLASS II
 PB0556
 PB0556.The horizontal coordinates were scaled from a topographic map and have
 PB0556.an estimated accuracy of +/- 6 seconds.
 PB0556
 PB0556.The orthometric height was determined by differential leveling
 PB0556.and adjusted in June 1991.
 PB0556
 PB0556.The geoid height was determined by GEOID03.
 PB0556
 PB0556.The dynamic height is computed by dividing the NAVD 88
 PB0556.geopotential number by the normal gravity value computed on the
 PB0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0556.degrees latitude (g = 980.6199 gals.).
 PB0556
 PB0556.The modeled gravity was interpolated from observed gravity values.
 PB0556
 PB0556;                    North         East    Units  Estimated Accuracy
 PB0556;SPC OR S     -   213,490.    1,539,790.      MT  (+/- 180 meters Scaled)
 PB0556
 PB0556                          SUPERSEDED SURVEY CONTROL
 PB0556
 PB0556.No superseded survey control is available for this station.
 PB0556
 PB0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGP416304(NAD 83)
 PB0556_MARKER: DB = BENCH MARK DISK
 PB0556_SETTING: 66 = SET IN ROCK OUTCROP
 PB0556_SP_SET: ROCK OUTCROP
 PB0556_STAMPING: D 374 1943
 PB0556_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PB0556+STABILITY: POSITION/ELEVATION WELL
 PB0556
 PB0556  HISTORY     - Date     Condition        Report By
 PB0556  HISTORY     - 1943     MONUMENTED       CGS
 PB0556
 PB0556                          STATION DESCRIPTION
 PB0556
 PB0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 PB0556'14.2 MI SE FROM HAMPTON.
 PB0556'THIS MARK IS ABOUT 14.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 20 FROM
 PB0556'HAMPTON, DESCHUTES COUNTY, 0.1 MILE EAST OF A DRY WASH, ABOUT 200 FEET
 PB0556'WEST OF THE SUMMIT OF A RIDGE, SET IN THE TOP OF A LARGE ROCK OUTCROP,
 PB0556'131.0 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 64.0 FEET
 PB0556'SOUTHEAST OF A POWER POLE, 2.0 FEET NORTHWEST OF A WHITE REFERENCE
 PB0556'POST.  NOTE-- 13.7 MI. W. OF RANCH HOUSE AT GAP RANCH.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0079 ***********************************************************************
 NY0079  DESIGNATION -  D 375
 NY0079  PID         -  NY0079
 NY0079  STATE/COUNTY-  OR/LAKE
 NY0079  USGS QUAD   -  LAKEVIEW NE (1964)
 NY0079
 NY0079                         *CURRENT SURVEY CONTROL
 NY0079  ___________________________________________________________________
 NY0079* NAD 83(1986)-  42 13 05.     (N)    120 21 49.     (W)     SCALED    
 NY0079* NAVD 88     -      1460.055  (meters)    4790.20   (feet)  ADJUSTED  
 NY0079  ___________________________________________________________________
 NY0079  GEOID HEIGHT-         -20.94  (meters)                     GEOID03
 NY0079  DYNAMIC HT  -        1459.106 (meters)    4787.08  (feet)  COMP
 NY0079  MODELED GRAV-     979,920.1   (mgal)                       NAVD 88
 NY0079
 NY0079  VERT ORDER  -  FIRST     CLASS II
 NY0079
 NY0079.The horizontal coordinates were scaled from a topographic map and have
 NY0079.an estimated accuracy of +/- 6 seconds.
 NY0079
 NY0079.The orthometric height was determined by differential leveling
 NY0079.and adjusted in June 1991.
 NY0079.WARNING-Repeat measurements at this control monument indicate possible
 NY0079.vertical movement.
 NY0079
 NY0079.The geoid height was determined by GEOID03.
 NY0079
 NY0079.The dynamic height is computed by dividing the NAVD 88
 NY0079.geopotential number by the normal gravity value computed on the
 NY0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0079.degrees latitude (g = 980.6199 gals.).
 NY0079
 NY0079.The modeled gravity was interpolated from observed gravity values.
 NY0079
 NY0079;                    North         East    Units  Estimated Accuracy
 NY0079;SPC OR S     -    61,260.    1,511,260.      MT  (+/- 180 meters Scaled)
 NY0079
 NY0079                          SUPERSEDED SURVEY CONTROL
 NY0079
 NY0079  NGVD 29 (??/??/92) 1458.865  (m)         4786.29   (f) ADJ UNCH    1 2
 NY0079
 NY0079.Superseded values are not recommended for survey control.
 NY0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0079.See file dsdata.txt to determine how the superseded data were derived.
 NY0079
 NY0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGM176773(NAD 83)
 NY0079_MARKER: DB = BENCH MARK DISK
 NY0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NY0079_STAMPING: D 375 1942
 NY0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0079+STABILITY: SURFACE MOTION
 NY0079
 NY0079  HISTORY     - Date     Condition        Report By
 NY0079  HISTORY     - 1942     MONUMENTED       CGS
 NY0079
 NY0079                          STATION DESCRIPTION
 NY0079
 NY0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NY0079'2.05 MI N FROM LAKEVIEW.
 NY0079'ALONG THE HIGHWAY U.S. NO. 395, AT LAKEVIEW WAREHOUSE OF FREEMONT
 NY0079'NATIONAL FOREST, 84 FEET EAST OF HIGHWAY CENTER LINE AND 81 FEET SOUTH
 NY0079'OF NATIONAL FOREST SIGN.  WITNESS POST SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0162 ***********************************************************************
 NY0162  DESIGNATION -  D 376
 NY0162  PID         -  NY0162
 NY0162  STATE/COUNTY-  OR/LAKE
 NY0162  USGS QUAD   -  DREWS GAP (1980)
 NY0162
 NY0162                         *CURRENT SURVEY CONTROL
 NY0162  ___________________________________________________________________
 NY0162* NAD 83(1986)-  42 10 59.     (N)    120 31 58.     (W)     SCALED    
 NY0162* NAVD 88     -      1497.192  (meters)    4912.04   (feet)  ADJUSTED  
 NY0162  ___________________________________________________________________
 NY0162  GEOID HEIGHT-         -21.23  (meters)                     GEOID03
 NY0162  DYNAMIC HT  -        1496.193 (meters)    4908.76  (feet)  COMP
 NY0162  MODELED GRAV-     979,902.0   (mgal)                       NAVD 88
 NY0162
 NY0162  VERT ORDER  -  FIRST     CLASS II
 NY0162
 NY0162.The horizontal coordinates were scaled from a topographic map and have
 NY0162.an estimated accuracy of +/- 6 seconds.
 NY0162
 NY0162.The orthometric height was determined by differential leveling
 NY0162.and adjusted in June 1991.
 NY0162
 NY0162.The geoid height was determined by GEOID03.
 NY0162
 NY0162.The dynamic height is computed by dividing the NAVD 88
 NY0162.geopotential number by the normal gravity value computed on the
 NY0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0162.degrees latitude (g = 980.6199 gals.).
 NY0162
 NY0162.The modeled gravity was interpolated from observed gravity values.
 NY0162
 NY0162;                    North         East    Units  Estimated Accuracy
 NY0162;SPC OR S     -    57,360.    1,497,290.      MT  (+/- 180 meters Scaled)
 NY0162
 NY0162                          SUPERSEDED SURVEY CONTROL
 NY0162
 NY0162  NGVD 29 (??/??/92) 1495.988  (m)         4908.09   (f) ADJ UNCH    1 2
 NY0162
 NY0162.Superseded values are not recommended for survey control.
 NY0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0162.See file dsdata.txt to determine how the superseded data were derived.
 NY0162
 NY0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGM037730(NAD 83)
 NY0162_MARKER: DB = BENCH MARK DISK
 NY0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NY0162_STAMPING: D 376 1942
 NY0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0162+STABILITY: SURFACE MOTION
 NY0162
 NY0162  HISTORY     - Date     Condition        Report By
 NY0162  HISTORY     - 1942     MONUMENTED       CGS
 NY0162
 NY0162                          STATION DESCRIPTION
 NY0162
 NY0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NY0162'10.1 MI W FROM LAKEVIEW.
 NY0162'ALONG STATE HIGHWAY NO.66, NEAR CROSSROADS, 100 FEET NORTHWEST FROM
 NY0162'SIGNPOST, 45 FEET NORTH OF CENTER LINE OF HIGHWAY.  WITNESS POST SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB1007 ***********************************************************************
 RB1007  DESIGNATION -  D 377
 RB1007  PID         -  RB1007
 RB1007  STATE/COUNTY-  OR/MORROW
 RB1007  USGS QUAD   -  GOLGOTHA BUTTE (1993)
 RB1007
 RB1007                         *CURRENT SURVEY CONTROL
 RB1007  ___________________________________________________________________
 RB1007* NAD 83(1986)-  45 49 11.     (N)    119 56 16.     (W)     SCALED    
 RB1007* NAVD 88     -        76.566  (meters)     251.20   (feet)  ADJUSTED  
 RB1007  ___________________________________________________________________
 RB1007  GEOID HEIGHT-         -21.77  (meters)                     GEOID03
 RB1007  DYNAMIC HT  -          76.565 (meters)     251.20  (feet)  COMP
 RB1007  MODELED GRAV-     980,609.7   (mgal)                       NAVD 88
 RB1007
 RB1007  VERT ORDER  -  FIRST     CLASS II
 RB1007
 RB1007.The horizontal coordinates were scaled from a topographic map and have
 RB1007.an estimated accuracy of +/- 6 seconds.
 RB1007
 RB1007.The orthometric height was determined by differential leveling
 RB1007.and adjusted in June 1991.
 RB1007
 RB1007.The geoid height was determined by GEOID03.
 RB1007
 RB1007.The dynamic height is computed by dividing the NAVD 88
 RB1007.geopotential number by the normal gravity value computed on the
 RB1007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB1007.degrees latitude (g = 980.6199 gals.).
 RB1007
 RB1007.The modeled gravity was interpolated from observed gravity values.
 RB1007
 RB1007;                    North         East    Units  Estimated Accuracy
 RB1007;SPC OR N     -   239,410.    2,543,690.      MT  (+/- 180 meters Scaled)
 RB1007
 RB1007                          SUPERSEDED SURVEY CONTROL
 RB1007
 RB1007  NGVD 29 (??/??/92)   75.560  (m)          247.90   (f) ADJ UNCH    1 2
 RB1007
 RB1007.Superseded values are not recommended for survey control.
 RB1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1007.See file dsdata.txt to determine how the superseded data were derived.
 RB1007
 RB1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKL717782(NAD 83)
 RB1007_MARKER: DB = BENCH MARK DISK
 RB1007_SETTING: 80 = SET IN A BOULDER
 RB1007_STAMPING: D 377 1943
 RB1007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB1007+STABILITY: SURFACE MOTION
 RB1007
 RB1007  HISTORY     - Date     Condition        Report By
 RB1007  HISTORY     - 1943     MONUMENTED       CGS
 RB1007  HISTORY     - 1962     GOOD             NGS
 RB1007
 RB1007                          STATION DESCRIPTION
 RB1007
 RB1007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RB1007'4.6 MI E FROM HEPPNER JUNCTION.
 RB1007'FROM HEPPNER JUNCTION GO EAST ALONG THE OLD HIGHWAY THAT IS ON THE
 RB1007'SOUTH SIDE OF THE UNION PACIFIC RAILROAD TRACKS FOR 4.6 MILES, 37 FEET
 RB1007'NORTH OF THE CENTER LINE OF THE OLD HIGHWAY, ABOUT 0.1 MILE WEST OF
 RB1007'RAILROAD MILE POST 153, ABOUT 40 FEET SOUTH OF THE SOUTH RAIL, 20 FEET
 RB1007'NORTH OF AN EAST-WEST FENCE, ABOUT 3 FEET LOWER THAN THE SURFACE OF
 RB1007'THE OLD HIGHWAY, SET IN TOP OF A LARGE BOULDER.  THIS IS ABOUT 5.1
 RB1007'MILES WEST OF CASTLE ROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0662 ***********************************************************************
 RB0662  DESIGNATION -  D 378
 RB0662  PID         -  RB0662
 RB0662  STATE/COUNTY-  OR/UMATILLA
 RB0662  USGS QUAD   -  HAT ROCK (1993)
 RB0662
 RB0662                         *CURRENT SURVEY CONTROL
 RB0662  ___________________________________________________________________
 RB0662* NAD 83(1986)-  45 54 48.     (N)    119 10 29.     (W)     SCALED    
 RB0662* NAVD 88     -       124.007  (meters)     406.85   (feet)  ADJUSTED  
 RB0662  ___________________________________________________________________
 RB0662  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 RB0662  DYNAMIC HT  -         124.006 (meters)     406.84  (feet)  COMP
 RB0662  MODELED GRAV-     980,608.3   (mgal)                       NAVD 88
 RB0662
 RB0662  VERT ORDER  -  FIRST     CLASS II
 RB0662
 RB0662.The horizontal coordinates were scaled from a topographic map and have
 RB0662.an estimated accuracy of +/- 6 seconds.
 RB0662
 RB0662.The orthometric height was determined by differential leveling
 RB0662.and adjusted in June 1991.
 RB0662
 RB0662.The geoid height was determined by GEOID03.
 RB0662
 RB0662.The dynamic height is computed by dividing the NAVD 88
 RB0662.geopotential number by the normal gravity value computed on the
 RB0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0662.degrees latitude (g = 980.6199 gals.).
 RB0662
 RB0662.The modeled gravity was interpolated from observed gravity values.
 RB0662
 RB0662;                    North         East    Units  Estimated Accuracy
 RB0662;SPC OR N     -   250,510.    2,602,810.      MT  (+/- 180 meters Scaled)
 RB0662
 RB0662                          SUPERSEDED SURVEY CONTROL
 RB0662
 RB0662  NGVD 29 (??/??/92)  122.987  (m)          403.50   (f) ADJ UNCH    1 2
 RB0662
 RB0662.Superseded values are not recommended for survey control.
 RB0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0662.See file dsdata.txt to determine how the superseded data were derived.
 RB0662
 RB0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL313867(NAD 83)
 RB0662_MARKER: DB = BENCH MARK DISK
 RB0662_SETTING: 66 = SET IN ROCK OUTCROP
 RB0662_SP_SET: ROCK OUTCROP
 RB0662_STAMPING: D 378 1943
 RB0662_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RB0662+STABILITY: POSITION/ELEVATION WELL
 RB0662
 RB0662  HISTORY     - Date     Condition        Report By
 RB0662  HISTORY     - 1943     MONUMENTED       CGS
 RB0662  HISTORY     - 1961     MARK NOT FOUND   NGS
 RB0662
 RB0662                          STATION DESCRIPTION
 RB0662
 RB0662'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RB0662'8.9 MI E FROM UMATILLA.
 RB0662'WAS 8.9 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 RB0662'AT UMATILLA, AT THE SOUTHEAST END OF A VERY PROMINENT CURVE, 7.2 FEET
 RB0662'SOUTHWEST OF THE SOUTHWEST RAIL.  THIS PART OF THE UNION PACIFIC
 RB0662'RAILROAD WAS REMOVED WHEN THE MCNARY DAM WAS CONSTRUCTED.  THERE IS
 RB0662'NOW A PAVED ROAD IN THIS AREA.  THIS MARK SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0459 ***********************************************************************
 RB0459  DESIGNATION -  D 379
 RB0459  PID         -  RB0459
 RB0459  STATE/COUNTY-  OR/UMATILLA
 RB0459  USGS QUAD   -  SMELTZ (1966)
 RB0459
 RB0459                         *CURRENT SURVEY CONTROL
 RB0459  ___________________________________________________________________
 RB0459* NAD 83(1986)-  45 57 55.     (N)    118 44 42.     (W)     SCALED    
 RB0459* NAVD 88     -       377.562  (meters)    1238.72   (feet)  ADJUSTED  
 RB0459  ___________________________________________________________________
 RB0459  GEOID HEIGHT-         -21.27  (meters)                     GEOID03
 RB0459  DYNAMIC HT  -         377.540 (meters)    1238.65  (feet)  COMP
 RB0459  MODELED GRAV-     980,545.3   (mgal)                       NAVD 88
 RB0459
 RB0459  VERT ORDER  -  FIRST     CLASS II
 RB0459
 RB0459.The horizontal coordinates were scaled from a topographic map and have
 RB0459.an estimated accuracy of +/- 6 seconds.
 RB0459
 RB0459.The orthometric height was determined by differential leveling
 RB0459.and adjusted in June 1991.
 RB0459
 RB0459.The geoid height was determined by GEOID03.
 RB0459
 RB0459.The dynamic height is computed by dividing the NAVD 88
 RB0459.geopotential number by the normal gravity value computed on the
 RB0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0459.degrees latitude (g = 980.6199 gals.).
 RB0459
 RB0459.The modeled gravity was interpolated from observed gravity values.
 RB0459
 RB0459;                    North         East    Units  Estimated Accuracy
 RB0459;SPC OR N     -   256,910.    2,636,020.      MT  (+/- 180 meters Scaled)
 RB0459
 RB0459                          SUPERSEDED SURVEY CONTROL
 RB0459
 RB0459  NGVD 29 (??/??/92)  376.53   (m)         1235.3    (f) COMPUTED    1 2
 RB0459
 RB0459.Superseded values are not recommended for survey control.
 RB0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0459.See file dsdata.txt to determine how the superseded data were derived.
 RB0459
 RB0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL647916(NAD 83)
 RB0459_MARKER: DB = BENCH MARK DISK
 RB0459_SETTING: 80 = SET IN A BOULDER
 RB0459_SP_SET: BOULDER
 RB0459_STAMPING: D 379 1943
 RB0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0459+STABILITY: SURFACE MOTION
 RB0459
 RB0459  HISTORY     - Date     Condition        Report By
 RB0459  HISTORY     - 1943     MONUMENTED       CGS
 RB0459
 RB0459                          STATION DESCRIPTION
 RB0459
 RB0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 RB0459'1.8 MI NW FROM VANSYCLE.
 RB0459'ALONG THE NORTHERN PACIFIC RAILWAY, 1.8 MILES NORTHWEST OF VANSYCLE,
 RB0459'165 FEET NORTHEAST OF MILE POST 14, 59.5 FEET EAST OF THE EAST RAIL,
 RB0459'86 FEET NORTHEAST OF THE CENTER OF A DIRT ROAD CROSSING, SET IN A
 RB0459'BOULDER, ABOUT 5 FEET LOWER THAN THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0505 ***********************************************************************
 QC0505  DESIGNATION -  D 38
 QC0505  PID         -  QC0505
 QC0505  STATE/COUNTY-  OR/GRANT
 QC0505  USGS QUAD   -  MT MISERY (1990)
 QC0505
 QC0505                         *CURRENT SURVEY CONTROL
 QC0505  ___________________________________________________________________
 QC0505* NAD 83(1986)-  44 44 56.     (N)    119 38 18.     (W)     SCALED    
 QC0505* NAVD 88     -       561.956  (meters)    1843.68   (feet)  ADJUSTED  
 QC0505  ___________________________________________________________________
 QC0505  GEOID HEIGHT-         -19.45  (meters)                     GEOID03
 QC0505  DYNAMIC HT  -         561.818 (meters)    1843.23  (feet)  COMP
 QC0505  MODELED GRAV-     980,355.0   (mgal)                       NAVD 88
 QC0505
 QC0505  VERT ORDER  -  FIRST     CLASS II
 QC0505
 QC0505.The horizontal coordinates were scaled from a topographic map and have
 QC0505.an estimated accuracy of +/- 6 seconds.
 QC0505
 QC0505.The orthometric height was determined by differential leveling
 QC0505.and adjusted in June 1991.
 QC0505
 QC0505.The geoid height was determined by GEOID03.
 QC0505
 QC0505.The dynamic height is computed by dividing the NAVD 88
 QC0505.geopotential number by the normal gravity value computed on the
 QC0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0505.degrees latitude (g = 980.6199 gals.).
 QC0505
 QC0505.The modeled gravity was interpolated from observed gravity values.
 QC0505
 QC0505;                    North         East    Units  Estimated Accuracy
 QC0505;SPC OR N     -   120,620.    2,568,230.      MT  (+/- 180 meters Scaled)
 QC0505
 QC0505                          SUPERSEDED SURVEY CONTROL
 QC0505
 QC0505  NGVD 29 (??/??/92)  560.844  (m)         1840.04   (f) ADJ UNCH    1 2
 QC0505
 QC0505.Superseded values are not recommended for survey control.
 QC0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0505.See file dsdata.txt to determine how the superseded data were derived.
 QC0505
 QC0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKK911584(NAD 83)
 QC0505_MARKER: DB = BENCH MARK DISK
 QC0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QC0505_STAMPING: 1840.262 D 38 1930
 QC0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0505+STABILITY: SURFACE MOTION
 QC0505
 QC0505  HISTORY     - Date     Condition        Report By
 QC0505  HISTORY     - 1930     MONUMENTED       CGS
 QC0505  HISTORY     - 1963     GOOD             NGS
 QC0505  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 QC0505  HISTORY     - 19860901 MARK NOT FOUND   USGS
 QC0505
 QC0505                          STATION DESCRIPTION
 QC0505
 QC0505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 QC0505'0.9 MI S FROM KIMBERLY.
 QC0505'0.9 MILE SOUTH ALONG STATE HIGHWAY 19 FROM THE KIMBERLY POST OFFICE,
 QC0505'0.2 MILE SOUTHWEST OF MILE POST NO. 106, 30 FEET NORTHWEST OF THE
 QC0505'CENTER OF THE HIGHWAY, 1 FOOT SOUTHEAST OF A FENCE AND 1 FOOT WEST OF
 QC0505'A METAL WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES.
 QC0505
 QC0505                          STATION RECOVERY (1986)
 QC0505
 QC0505'RECOVERY NOTE BY US POWER SQUADRON 1986 (RRB)
 QC0505'MARK NOT FOUND.
 QC0505
 QC0505                          STATION RECOVERY (1986)
 QC0505
 QC0505'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (RRB)
 QC0505'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0286 ***********************************************************************
 QE0286  DESIGNATION -  D 380
 QE0286  PID         -  QE0286
 QE0286  STATE/COUNTY-  OR/LANE
 QE0286  USGS QUAD   -  LEABURG (1988)
 QE0286
 QE0286                         *CURRENT SURVEY CONTROL
 QE0286  ___________________________________________________________________
 QE0286* NAD 83(1986)-  44 05 46.     (N)    122 42 24.     (W)     SCALED    
 QE0286* NAVD 88     -       207.098  (meters)     679.45   (feet)  ADJUSTED  
 QE0286  ___________________________________________________________________
 QE0286  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 QE0286  DYNAMIC HT  -         207.059 (meters)     679.33  (feet)  COMP
 QE0286  MODELED GRAV-     980,427.1   (mgal)                       NAVD 88
 QE0286
 QE0286  VERT ORDER  -  FIRST     CLASS II
 QE0286
 QE0286.The horizontal coordinates were scaled from a topographic map and have
 QE0286.an estimated accuracy of +/- 6 seconds.
 QE0286
 QE0286.The orthometric height was determined by differential leveling
 QE0286.and adjusted in June 1991.
 QE0286
 QE0286.The geoid height was determined by GEOID03.
 QE0286
 QE0286.The dynamic height is computed by dividing the NAVD 88
 QE0286.geopotential number by the normal gravity value computed on the
 QE0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0286.degrees latitude (g = 980.6199 gals.).
 QE0286
 QE0286.The modeled gravity was interpolated from observed gravity values.
 QE0286
 QE0286;                    North         East    Units  Estimated Accuracy
 QE0286;SPC OR S     -   272,210.    1,323,310.      MT  (+/- 180 meters Scaled)
 QE0286
 QE0286                          SUPERSEDED SURVEY CONTROL
 QE0286
 QE0286  NGVD 29 (??/??/92)  205.973  (m)          675.76   (f) ADJ UNCH    1 2
 QE0286
 QE0286.Superseded values are not recommended for survey control.
 QE0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0286.See file dsdata.txt to determine how the superseded data were derived.
 QE0286
 QE0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP234825(NAD 83)
 QE0286_MARKER: DD = SURVEY DISK
 QE0286_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QE0286_SP_SET: CULVERT
 QE0286_STAMPING: D 380 1943
 QE0286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0286
 QE0286  HISTORY     - Date     Condition        Report By
 QE0286  HISTORY     - 1943     MONUMENTED       ORDT
 QE0286  HISTORY     - 1943     GOOD             NGS
 QE0286  HISTORY     - 1987     MARK NOT FOUND   NGS
 QE0286
 QE0286                          STATION DESCRIPTION
 QE0286
 QE0286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QE0286'1.5 MI SW FROM LEABURG.
 QE0286'ALONG U.S. HIGHWAY NO. 28, 1.5 MILES SOUTHWEST OF POST OFFICE AT
 QE0286'LEABURG, 0.85 MILE WEST OF THE SPILLWAYS OF THE EUGENE POWER PLANT,
 QE0286'21.3 FEET NORTH OF CENTER-LINE OF THE HIGHWAY, LEVEL WITH THE HIGHWAY,
 QE0286'SET IN THE TOP OF THE WEST END OF THE NORTH HEADWALL OF LARGE CONCRETE
 QE0286'CULVERT OVER HOLDEN CREEK.  NOTE-- MARK IS STAMPED D 380 1943. DISK
 QE0286'WAS STAMPED BY U.S. COAST AND GEODETIC SURVEY PARTY.
 QE0286
 QE0286                          STATION RECOVERY (1987)
 QE0286
 QE0286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE0286'AFTER A THOROUGH SEARCH NO EVIDENCE OF THE MARK WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0322 ***********************************************************************
 RC0322  DESIGNATION -  D 381
 RC0322  PID         -  RC0322
 RC0322  STATE/COUNTY-  OR/GILLIAM
 RC0322  USGS QUAD   -  MATNEY FLAT (1970)
 RC0322
 RC0322                         *CURRENT SURVEY CONTROL
 RC0322  ___________________________________________________________________
 RC0322* NAD 83(1986)-  45 13 40.     (N)    120 04 34.     (W)     SCALED    
 RC0322* NAVD 88     -       750.230  (meters)    2461.38   (feet)  ADJUSTED  
 RC0322  ___________________________________________________________________
 RC0322  GEOID HEIGHT-         -20.46  (meters)                     GEOID03
 RC0322  DYNAMIC HT  -         750.090 (meters)    2460.92  (feet)  COMP
 RC0322  MODELED GRAV-     980,404.6   (mgal)                       NAVD 88
 RC0322
 RC0322  VERT ORDER  -  SECOND    CLASS 0
 RC0322
 RC0322.The horizontal coordinates were scaled from a topographic map and have
 RC0322.an estimated accuracy of +/- 6 seconds.
 RC0322
 RC0322.The orthometric height was determined by differential leveling
 RC0322.and adjusted in June 1991.
 RC0322
 RC0322.The geoid height was determined by GEOID03.
 RC0322
 RC0322.The dynamic height is computed by dividing the NAVD 88
 RC0322.geopotential number by the normal gravity value computed on the
 RC0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0322.degrees latitude (g = 980.6199 gals.).
 RC0322
 RC0322.The modeled gravity was interpolated from observed gravity values.
 RC0322
 RC0322;                    North         East    Units  Estimated Accuracy
 RC0322;SPC OR N     -   173,560.    2,533,290.      MT  (+/- 180 meters Scaled)
 RC0322
 RC0322                          SUPERSEDED SURVEY CONTROL
 RC0322
 RC0322  NGVD 29 (??/??/92)  749.144  (m)         2457.82   (f) ADJ UNCH    2 0
 RC0322
 RC0322.Superseded values are not recommended for survey control.
 RC0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0322.See file dsdata.txt to determine how the superseded data were derived.
 RC0322
 RC0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGR295124(NAD 83)
 RC0322_MARKER: DB = BENCH MARK DISK
 RC0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC0322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC0322_STAMPING: D 381 1943
 RC0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0322+STABILITY: SURFACE MOTION
 RC0322
 RC0322  HISTORY     - Date     Condition        Report By
 RC0322  HISTORY     - 1943     MONUMENTED       CGS
 RC0322  HISTORY     - 1962     GOOD             NGS
 RC0322
 RC0322                          STATION DESCRIPTION
 RC0322
 RC0322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RC0322'6 MI ENE FROM CONDON.
 RC0322'REACHED FROM THE POST OFFICE AT CONDON GO EAST-NORTHEAST ON STATE
 RC0322'HIGHWAY 206 FOR 6.0 MILES TO A SMALL TURN-OUT ON THE LEFT, WEST, SIDE
 RC0322'OF THE HIGHWAY, THIS IS 1.2 MILES NORTH-NORTHEAST OF THE JUNCTION OF
 RC0322'THE ROAD TO LONEROCK, LOCATED BETWEEN THE HIGHWAY AND A SMALL CREEK,
 RC0322'31 FEET WEST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 1 FOOT LOWER,
 RC0322'1 FOOT EAST OF THE WEST RIGHT OF WAY FENCE, AND 1 FOOT SOUTH OF A
 RC0322'WITNESS POST.  TOP OF CONCRETE POST IS ABOUT 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0210 ***********************************************************************
 PA0210  DESIGNATION -  D 382
 PA0210  PID         -  PA0210
 PA0210  STATE/COUNTY-  OR/HARNEY
 PA0210  USGS QUAD   -  POISON CREEK SLOUGH (1990)
 PA0210
 PA0210                         *CURRENT SURVEY CONTROL
 PA0210  ___________________________________________________________________
 PA0210* NAD 83(1986)-  43 36 49.     (N)    118 57 57.     (W)     SCALED    
 PA0210* NAVD 88     -      1271.549  (meters)    4171.74   (feet)  ADJUSTED  
 PA0210  ___________________________________________________________________
 PA0210  GEOID HEIGHT-         -18.97  (meters)                     GEOID03
 PA0210  DYNAMIC HT  -        1270.938 (meters)    4169.74  (feet)  COMP
 PA0210  MODELED GRAV-     980,094.7   (mgal)                       NAVD 88
 PA0210
 PA0210  VERT ORDER  -  FIRST     CLASS II
 PA0210
 PA0210.The horizontal coordinates were scaled from a topographic map and have
 PA0210.an estimated accuracy of +/- 6 seconds.
 PA0210
 PA0210.The orthometric height was determined by differential leveling
 PA0210.and adjusted in June 1991.
 PA0210
 PA0210.The geoid height was determined by GEOID03.
 PA0210
 PA0210.The dynamic height is computed by dividing the NAVD 88
 PA0210.geopotential number by the normal gravity value computed on the
 PA0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0210.degrees latitude (g = 980.6199 gals.).
 PA0210
 PA0210.The modeled gravity was interpolated from observed gravity values.
 PA0210
 PA0210;                    North         East    Units  Estimated Accuracy
 PA0210;SPC OR S     -   217,410.    1,623,830.      MT  (+/- 180 meters Scaled)
 PA0210
 PA0210                          SUPERSEDED SURVEY CONTROL
 PA0210
 PA0210  NGVD 29 (??/??/92) 1270.360  (m)         4167.84   (f) ADJ UNCH    1 2
 PA0210
 PA0210.Superseded values are not recommended for survey control.
 PA0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0210.See file dsdata.txt to determine how the superseded data were derived.
 PA0210
 PA0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ413308(NAD 83)
 PA0210_MARKER: DB = BENCH MARK DISK
 PA0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PA0210_STAMPING: D 382 1943
 PA0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0210+STABILITY: SURFACE MOTION
 PA0210_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PA0210+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2005
 PA0210
 PA0210  HISTORY     - Date     Condition        Report By
 PA0210  HISTORY     - 1943     MONUMENTED       CGS
 PA0210  HISTORY     - 20050413 GOOD             ORBITE
 PA0210
 PA0210                          STATION DESCRIPTION
 PA0210
 PA0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 PA0210'5.5 MI E FROM BURNS.
 PA0210'ABOUT 5.5 MILES EAST ALONG U.S. HIGHWAY 20 FROM THE POST OFFICE AT
 PA0210'BURNS, HARNEY COUNTY, NEAR THE WEST END OF A THRU CUT IN THE HIGHWAY,
 PA0210'121 FEET SOUTHEAST OF THE POINT OF INTERSECTION OF THE CENTERLINES OF
 PA0210'THE HIGHWAY AND A DIM SIDE ROAD TO THE NORTH, 49 FEET SOUTH OF THE
 PA0210'CENTER OF THE HIGHWAY, 2.2 FEET NORTH OF THE FENCE LINE, 4.2 FEET WEST
 PA0210'OF A REFERENCE POST, AND PROJECTING 8 INCHES ABOVE THE GROUND.
 PA0210
 PA0210                          STATION RECOVERY (2005)
 PA0210
 PA0210'RECOVERY NOTE BY ORBITECH INC 2005 (SHG)
 PA0210'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0069 ***********************************************************************
 PA0069  DESIGNATION -  D 383
 PA0069  PID         -  PA0069
 PA0069  STATE/COUNTY-  OR/MALHEUR
 PA0069  USGS QUAD   -  STEMLER RIDGE (1990)
 PA0069
 PA0069                         *CURRENT SURVEY CONTROL
 PA0069  ___________________________________________________________________
 PA0069* NAD 83(1986)-  43 46 16.     (N)    118 07 29.     (W)     SCALED    
 PA0069* NAVD 88     -       921.186  (meters)    3022.26   (feet)  ADJUSTED  
 PA0069  ___________________________________________________________________
 PA0069  GEOID HEIGHT-         -18.27  (meters)                     GEOID03
 PA0069  DYNAMIC HT  -         920.797 (meters)    3020.98  (feet)  COMP
 PA0069  MODELED GRAV-     980,166.3   (mgal)                       NAVD 88
 PA0069
 PA0069  VERT ORDER  -  FIRST     CLASS II
 PA0069
 PA0069.The horizontal coordinates were scaled from a topographic map and have
 PA0069.an estimated accuracy of +/- 6 seconds.
 PA0069
 PA0069.The orthometric height was determined by differential leveling
 PA0069.and adjusted in June 1991.
 PA0069
 PA0069.The geoid height was determined by GEOID03.
 PA0069
 PA0069.The dynamic height is computed by dividing the NAVD 88
 PA0069.geopotential number by the normal gravity value computed on the
 PA0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0069.degrees latitude (g = 980.6199 gals.).
 PA0069
 PA0069.The modeled gravity was interpolated from observed gravity values.
 PA0069
 PA0069;                    North         East    Units  Estimated Accuracy
 PA0069;SPC OR S     -   236,480.    1,691,210.      MT  (+/- 180 meters Scaled)
 PA0069
 PA0069                          SUPERSEDED SURVEY CONTROL
 PA0069
 PA0069  NGVD 29 (??/??/92)  920.069  (m)         3018.59   (f) ADJ UNCH    1 2
 PA0069
 PA0069.Superseded values are not recommended for survey control.
 PA0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0069.See file dsdata.txt to determine how the superseded data were derived.
 PA0069
 PA0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ094470(NAD 83)
 PA0069_MARKER: DB = BENCH MARK DISK
 PA0069_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PA0069_SP_SET: CULVERT
 PA0069_STAMPING: D 383 1943
 PA0069_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PA0069
 PA0069  HISTORY     - Date     Condition        Report By
 PA0069  HISTORY     - 1943     MONUMENTED       CGS
 PA0069  HISTORY     - 1966     MARK NOT FOUND   NGS
 PA0069  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 PA0069
 PA0069                          STATION DESCRIPTION
 PA0069
 PA0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 PA0069'3.2 MI W FROM JUNTURA.
 PA0069'ABOUT 3.2 MILES WEST ALONG U.S. HIGHWAY 20 FROM THE STATION AT
 PA0069'JUNTURA, MALHEUR COUNTY, AT HIGHWAY MILAGE 186.7, SET ON THE TOP OF
 PA0069'THE EAST END OF THE SOUTH HEADWALL OF A 3 FOOT BY 6 FOOT CONCRETE BOX
 PA0069'CULVERT, 15.8 FEET SOUTH OF THE CENTER OF THE HIGHWAY AND 2 FEET
 PA0069'HIGHER THAN THE HIGHWAY.
 PA0069
 PA0069                          STATION RECOVERY (1966)
 PA0069
 PA0069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 PA0069'MARK NOT FOUND.
 PA0069
 PA0069                          STATION RECOVERY (1987)
 PA0069
 PA0069'RECOVERY NOTE BY US POWER SQUADRON 1987 (DMP)
 PA0069'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0018 ***********************************************************************
 QC0018  DESIGNATION -  D 384
 QC0018  PID         -  QC0018
 QC0018  STATE/COUNTY-  OR/MALHEUR
 QC0018  USGS QUAD   -  HUNTER MOUNTAIN (1990)
 QC0018
 QC0018                         *CURRENT SURVEY CONTROL
 QC0018  ___________________________________________________________________
 QC0018* NAD 83(1986)-  44 01 31.     (N)    118 05 46.     (W)     SCALED    
 QC0018* NAVD 88     -      1245.241  (meters)    4085.43   (feet)  ADJUSTED  
 QC0018  ___________________________________________________________________
 QC0018  GEOID HEIGHT-         -17.82  (meters)                     GEOID03
 QC0018  DYNAMIC HT  -        1244.664 (meters)    4083.54  (feet)  COMP
 QC0018  MODELED GRAV-     980,112.8   (mgal)                       NAVD 88
 QC0018
 QC0018  VERT ORDER  -  FIRST     CLASS II
 QC0018
 QC0018.The horizontal coordinates were scaled from a topographic map and have
 QC0018.an estimated accuracy of +/- 6 seconds.
 QC0018
 QC0018.The orthometric height was determined by differential leveling
 QC0018.and adjusted in June 1991.
 QC0018
 QC0018.The geoid height was determined by GEOID03.
 QC0018
 QC0018.The dynamic height is computed by dividing the NAVD 88
 QC0018.geopotential number by the normal gravity value computed on the
 QC0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0018.degrees latitude (g = 980.6199 gals.).
 QC0018
 QC0018.The modeled gravity was interpolated from observed gravity values.
 QC0018
 QC0018;                    North         East    Units  Estimated Accuracy
 QC0018;SPC OR S     -   264,780.    1,692,700.      MT  (+/- 180 meters Scaled)
 QC0018
 QC0018                          SUPERSEDED SURVEY CONTROL
 QC0018
 QC0018  NGVD 29 (??/??/92) 1244.044  (m)         4081.50   (f) ADJ UNCH    1 2
 QC0018
 QC0018.Superseded values are not recommended for survey control.
 QC0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0018.See file dsdata.txt to determine how the superseded data were derived.
 QC0018
 QC0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ121752(NAD 83)
 QC0018_MARKER: DB = BENCH MARK DISK
 QC0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QC0018_STAMPING: D 384 1943
 QC0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0018+STABILITY: SURFACE MOTION
 QC0018
 QC0018  HISTORY     - Date     Condition        Report By
 QC0018  HISTORY     - 1943     MONUMENTED       CGS
 QC0018
 QC0018                          STATION DESCRIPTION
 QC0018
 QC0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 QC0018'11.10 MI N FROM BEULAH.
 QC0018'ALONG THE BEULAH-WESTFALL ROAD, 11.10 MILES NORTH OF THE POSTOFFICE AT
 QC0018'BEULAH, 1.1 MILES NORTH OF THE ENTRANCE TO HUNTERS RANCH HOUSE, 0.15
 QC0018'MILE EAST OF A SMALL WASH RUNNING NORTH AND SOUTH, 0.35 MILE WEST OF A
 QC0018'DESERTED FRAME HOUSE, 46 FEET SOUTH OF A FENCE, 25 FEET NORTH OF THE
 QC0018'CENTER LINE OF THE ROAD AND 3 FEET SOUTH OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0796 ***********************************************************************
 QB0796  DESIGNATION -  D 386
 QB0796  PID         -  QB0796
 QB0796  STATE/COUNTY-  OR/BAKER
 QB0796  USGS QUAD   -  DEVILS HEEL (1990)
 QB0796
 QB0796                         *CURRENT SURVEY CONTROL
 QB0796  ___________________________________________________________________
 QB0796* NAD 83(1986)-  44 29 36.     (N)    117 54 34.     (W)     SCALED    
 QB0796* NAVD 88     -      1097.900  (meters)    3602.03   (feet)  ADJUSTED  
 QB0796  ___________________________________________________________________
 QB0796  GEOID HEIGHT-         -17.31  (meters)                     GEOID03
 QB0796  DYNAMIC HT  -        1097.473 (meters)    3600.63  (feet)  COMP
 QB0796  MODELED GRAV-     980,191.9   (mgal)                       NAVD 88
 QB0796
 QB0796  VERT ORDER  -  FIRST     CLASS II
 QB0796
 QB0796.The horizontal coordinates were scaled from a topographic map and have
 QB0796.an estimated accuracy of +/- 6 seconds.
 QB0796
 QB0796.The orthometric height was determined by differential leveling
 QB0796.and adjusted in June 1991.
 QB0796
 QB0796.The geoid height was determined by GEOID03.
 QB0796
 QB0796.The dynamic height is computed by dividing the NAVD 88
 QB0796.geopotential number by the normal gravity value computed on the
 QB0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0796.degrees latitude (g = 980.6199 gals.).
 QB0796
 QB0796.The modeled gravity was interpolated from observed gravity values.
 QB0796
 QB0796;                    North         East    Units  Estimated Accuracy
 QB0796;SPC OR N     -    95,170.    2,706,010.      MT  (+/- 180 meters Scaled)
 QB0796
 QB0796                          SUPERSEDED SURVEY CONTROL
 QB0796
 QB0796  NGVD 29 (??/??/92) 1096.698  (m)         3598.08   (f) ADJ UNCH    1 2
 QB0796
 QB0796.Superseded values are not recommended for survey control.
 QB0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0796.See file dsdata.txt to determine how the superseded data were derived.
 QB0796
 QB0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK276270(NAD 83)
 QB0796_MARKER: DB = BENCH MARK DISK
 QB0796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0796_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0796_STAMPING: D-386 1944
 QB0796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0796+STABILITY: SURFACE MOTION
 QB0796
 QB0796  HISTORY     - Date     Condition        Report By
 QB0796  HISTORY     - 1944     MONUMENTED       CGS
 QB0796
 QB0796                          STATION DESCRIPTION
 QB0796
 QB0796'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 QB0796'7.1 MI E FROM HEREFORD.
 QB0796'7.1 MILES EAST ALONG STATE HIGHWAY NO. 7 FROM THE POST OFFICE AT
 QB0796'HEREFORD, SET AT A Y ROAD, ABOUT 0.25 MILE WEST OF BRIDGE NO.
 QB0796'13-17.82, 43 FEET NORTHWEST OF CENTER-LINE OF HIGHWAY, 23 FEET NORTH
 QB0796'OF CENTER-LINE OF ROAD LEADING WEST, 3.3 FEET NORTHEAST OF REFERENCE
 QB0796'POST, ABOUT 4 FEET ABOVE HIGHWAY LEVEL.  BENCH MARK DISK SET IN TOP OF
 QB0796'CONCRETE POST POURED IN THE FIELD AND ABOUT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0838 ***********************************************************************
 QB0838  DESIGNATION -  D 387
 QB0838  PID         -  QB0838
 QB0838  STATE/COUNTY-  OR/BAKER
 QB0838  USGS QUAD   -  BOWEN VALLEY (1993)
 QB0838
 QB0838                         *CURRENT SURVEY CONTROL
 QB0838  ___________________________________________________________________
 QB0838* NAD 83(1986)-  44 41 16.     (N)    117 51 19.     (W)     SCALED    
 QB0838* NAVD 88     -      1093.308  (meters)    3586.96   (feet)  ADJUSTED  
 QB0838  ___________________________________________________________________
 QB0838  GEOID HEIGHT-         -17.09  (meters)                     GEOID03
 QB0838  DYNAMIC HT  -        1092.921 (meters)    3585.69  (feet)  COMP
 QB0838  MODELED GRAV-     980,226.4   (mgal)                       NAVD 88
 QB0838
 QB0838  VERT ORDER  -  FIRST     CLASS II
 QB0838
 QB0838.The horizontal coordinates were scaled from a topographic map and have
 QB0838.an estimated accuracy of +/- 6 seconds.
 QB0838
 QB0838.The orthometric height was determined by differential leveling
 QB0838.and adjusted in June 1991.
 QB0838
 QB0838.The geoid height was determined by GEOID03.
 QB0838
 QB0838.The dynamic height is computed by dividing the NAVD 88
 QB0838.geopotential number by the normal gravity value computed on the
 QB0838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0838.degrees latitude (g = 980.6199 gals.).
 QB0838
 QB0838.The modeled gravity was interpolated from observed gravity values.
 QB0838
 QB0838;                    North         East    Units  Estimated Accuracy
 QB0838;SPC OR N     -   116,900.    2,709,610.      MT  (+/- 180 meters Scaled)
 QB0838
 QB0838                          SUPERSEDED SURVEY CONTROL
 QB0838
 QB0838  NGVD 29 (??/??/92) 1092.135  (m)         3583.11   (f) ADJ UNCH    1 2
 QB0838
 QB0838.Superseded values are not recommended for survey control.
 QB0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0838.See file dsdata.txt to determine how the superseded data were derived.
 QB0838
 QB0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK322486(NAD 83)
 QB0838_MARKER: DB = BENCH MARK DISK
 QB0838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0838_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0838_STAMPING: D-387 1944
 QB0838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0838+STABILITY: SURFACE MOTION
 QB0838
 QB0838  HISTORY     - Date     Condition        Report By
 QB0838  HISTORY     - 1944     MONUMENTED       CGS
 QB0838  HISTORY     - 1967     MARK NOT FOUND   NGS
 QB0838
 QB0838                          STATION DESCRIPTION
 QB0838
 QB0838'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 QB0838'6.5 MI S FROM BAKER.
 QB0838'6.5 MILES SOUTH ALONG STATE HIGHWAY NO. 7 FROM THE POST OFFICE AT
 QB0838'BAKER, SET AT THE SOUTH END OF A LONG FILL, 53 FEET WEST OF THE
 QB0838'CENTER-LINE OF THE HIGHWAY, 4.8 FEET EAST OF THE FENCE, 3.2 FEET NORTH
 QB0838'OF REFERENCE POST, ABOUT 5 FEET BELOW ROAD LEVEL.  BENCH MARK DISK SET
 QB0838'IN TOP OF CONCRETE POST POURED IN THE FIELD AND PROJECTING ABOUT 0.6
 QB0838'FOOT ABOVE THE GROUND.
 QB0838
 QB0838                          STATION RECOVERY (1967)
 QB0838
 QB0838'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 QB0838'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0430 ***********************************************************************
 QD0430  DESIGNATION -  D 388
 QD0430  PID         -  QD0430
 QD0430  STATE/COUNTY-  OR/WASCO
 QD0430  USGS QUAD   -  DEGNER CANYON (1987)
 QD0430
 QD0430                         *CURRENT SURVEY CONTROL
 QD0430  ___________________________________________________________________
 QD0430* NAD 83(1986)-  44 50 53.     (N)    120 52 20.     (W)     SCALED    
 QD0430* NAVD 88     -       651.833  (meters)    2138.56   (feet)  ADJUSTED  
 QD0430  ___________________________________________________________________
 QD0430  GEOID HEIGHT-         -20.89  (meters)                     GEOID03
 QD0430  DYNAMIC HT  -         651.694 (meters)    2138.10  (feet)  COMP
 QD0430  MODELED GRAV-     980,383.0   (mgal)                       NAVD 88
 QD0430
 QD0430  VERT ORDER  -  FIRST     CLASS II
 QD0430
 QD0430.The horizontal coordinates were scaled from a topographic map and have
 QD0430.an estimated accuracy of +/- 6 seconds.
 QD0430
 QD0430.The orthometric height was determined by differential leveling
 QD0430.and adjusted in June 1991.
 QD0430
 QD0430.The geoid height was determined by GEOID03.
 QD0430
 QD0430.The dynamic height is computed by dividing the NAVD 88
 QD0430.geopotential number by the normal gravity value computed on the
 QD0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0430.degrees latitude (g = 980.6199 gals.).
 QD0430
 QD0430.The modeled gravity was interpolated from observed gravity values.
 QD0430
 QD0430;                    North         East    Units  Estimated Accuracy
 QD0430;SPC OR N     -   131,350.    2,470,580.      MT  (+/- 180 meters Scaled)
 QD0430
 QD0430                          SUPERSEDED SURVEY CONTROL
 QD0430
 QD0430  NGVD 29 (??/??/92)  650.752  (m)         2135.01   (f) ADJ UNCH    1 2
 QD0430
 QD0430.Superseded values are not recommended for survey control.
 QD0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0430.See file dsdata.txt to determine how the superseded data were derived.
 QD0430
 QD0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ681682(NAD 83)
 QD0430_MARKER: DB = BENCH MARK DISK
 QD0430_SETTING: 80 = SET IN A BOULDER
 QD0430_SP_SET: BOULDER
 QD0430_STAMPING: D 388 1944
 QD0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0430+STABILITY: SURFACE MOTION
 QD0430
 QD0430  HISTORY     - Date     Condition        Report By
 QD0430  HISTORY     - 1944     MONUMENTED       CGS
 QD0430
 QD0430                          STATION DESCRIPTION
 QD0430
 QD0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 QD0430'9.2 MI SW FROM ANTELOPE.
 QD0430'5.5 MI NE OF THE POST OFFICE AT WILLOWDALE (STADIA) ALONG THE
 QD0430'ANTELOPE-WILLOWDALE ROAD, 9.2 MILES SOUTHWEST OF THE POST OFFICE AT
 QD0430'ANTELOPE, 0.5 MILE SOUTHWEST OF THE COLE RANCH HOUSE, AT A POINT WHERE
 QD0430'THE ROAD MAKES SLIGHT TURN AROUND THE TOE OF HILL AND APPROACHES VERY
 QD0430'EDGE OF STREAM, ABOUT 300.0 FEET NORTH OF POINT WHERE STREAMS ON EACH
 QD0430'SIDE OF FLAT BOTTOM FARM LAND MAKE JUNCTION, ALONG THE NORTHEAST EDGE
 QD0430'OF THE TOP OF ROCKY RIDGE, 63.0 FEET NORTHWEST OF CENTER-LINE OF ROAD,
 QD0430'47.6 FEET EAST OF THE FIRST TELEPHONE POLE NORTHEAST OF POINT WHERE
 QD0430'TELEPHONE LINE MAKES TURN TO WEST, 30.5 FEET SOUTHEAST OF BARBED WIRE
 QD0430'FENCE LINE, SET IN THE TOP OF AN OUTCROPPING BOULDER, ABOUT 15.0 FEET
 QD0430'ABOVE THE LEVEL OF THE ROAD, ABOUT 1.0 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0235 ***********************************************************************
 RD0235  DESIGNATION -  D 389
 RD0235  PID         -  RD0235
 RD0235  STATE/COUNTY-  OR/CLACKAMAS
 RD0235  USGS QUAD   -  BRIGHTWOOD (1997)
 RD0235
 RD0235                         *CURRENT SURVEY CONTROL
 RD0235  ___________________________________________________________________
 RD0235* NAD 83(1986)-  45 22 52.     (N)    122 03 29.     (W)     SCALED    
 RD0235* NAVD 88     -       315.187  (meters)    1034.08   (feet)  ADJUSTED  
 RD0235  ___________________________________________________________________
 RD0235  GEOID HEIGHT-         -21.97  (meters)                     GEOID03
 RD0235  DYNAMIC HT  -         315.142 (meters)    1033.93  (feet)  COMP
 RD0235  MODELED GRAV-     980,466.9   (mgal)                       NAVD 88
 RD0235
 RD0235  VERT ORDER  -  SECOND    CLASS 0
 RD0235
 RD0235.The horizontal coordinates were scaled from a topographic map and have
 RD0235.an estimated accuracy of +/- 6 seconds.
 RD0235
 RD0235.The orthometric height was determined by differential leveling
 RD0235.and adjusted in June 1991.
 RD0235
 RD0235.The geoid height was determined by GEOID03.
 RD0235
 RD0235.The dynamic height is computed by dividing the NAVD 88
 RD0235.geopotential number by the normal gravity value computed on the
 RD0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0235.degrees latitude (g = 980.6199 gals.).
 RD0235
 RD0235.The modeled gravity was interpolated from observed gravity values.
 RD0235
 RD0235;                    North         East    Units  Estimated Accuracy
 RD0235;SPC OR N     -   191,690.    2,377,990.      MT  (+/- 180 meters Scaled)
 RD0235
 RD0235                          SUPERSEDED SURVEY CONTROL
 RD0235
 RD0235  NGVD 29 (??/??/92)  314.120  (m)         1030.58   (f) ADJ UNCH    2 0
 RD0235
 RD0235.Superseded values are not recommended for survey control.
 RD0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0235.See file dsdata.txt to determine how the superseded data were derived.
 RD0235
 RD0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER737257(NAD 83)
 RD0235_MARKER: DB = BENCH MARK DISK
 RD0235_SETTING: 80 = SET IN A BOULDER
 RD0235_SP_SET: BOULDER
 RD0235_STAMPING: D 389 1947
 RD0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0235+STABILITY: SURFACE MOTION
 RD0235
 RD0235  HISTORY     - Date     Condition        Report By
 RD0235  HISTORY     - 1947     MONUMENTED       CGS
 RD0235
 RD0235                          STATION DESCRIPTION
 RD0235
 RD0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 RD0235'3.9 MI E FROM CHERRYVILLE.
 RD0235'3.9 MILES EAST ALONG STATE HIGHWAY 50 FROM THE POST OFFICE AT
 RD0235'CHERRYVILLE, IN THE FRONT LAWN AT THE HOME OF L. BLANCH BONAT, 101
 RD0235'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 54 FEET SOUTH OF THE
 RD0235'SOUTHEAST CORNER OF THE HOUSE, 38 FEET EAST OF THE CENTER LINE OF A
 RD0235'PRIVATE DRIVE, AND SET IN THE TOP OF AN OUTCROPPING BOULDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0011 ***********************************************************************
 QD0011  DESIGNATION -  D 39
 QD0011  PID         -  QD0011
 QD0011  STATE/COUNTY-  OR/WHEELER
 QD0011  USGS QUAD   -  SERVICE CREEK (1987)
 QD0011
 QD0011                         *CURRENT SURVEY CONTROL
 QD0011  ___________________________________________________________________
 QD0011* NAD 83(1986)-  44 52 20.     (N)    120 02 49.     (W)     SCALED    
 QD0011* NAVD 88     -       854.975  (meters)    2805.03   (feet)  ADJUSTED  
 QD0011  ___________________________________________________________________
 QD0011  GEOID HEIGHT-         -20.02  (meters)                     GEOID03
 QD0011  DYNAMIC HT  -         854.721 (meters)    2804.20  (feet)  COMP
 QD0011  MODELED GRAV-     980,291.8   (mgal)                       NAVD 88
 QD0011
 QD0011  VERT ORDER  -  FIRST     CLASS II
 QD0011
 QD0011.The horizontal coordinates were scaled from a topographic map and have
 QD0011.an estimated accuracy of +/- 6 seconds.
 QD0011
 QD0011.The orthometric height was determined by differential leveling
 QD0011.and adjusted in June 1991.
 QD0011
 QD0011.The geoid height was determined by GEOID03.
 QD0011
 QD0011.The dynamic height is computed by dividing the NAVD 88
 QD0011.geopotential number by the normal gravity value computed on the
 QD0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0011.degrees latitude (g = 980.6199 gals.).
 QD0011
 QD0011.The modeled gravity was interpolated from observed gravity values.
 QD0011
 QD0011;                    North         East    Units  Estimated Accuracy
 QD0011;SPC OR N     -   134,060.    2,535,800.      MT  (+/- 180 meters Scaled)
 QD0011
 QD0011                          SUPERSEDED SURVEY CONTROL
 QD0011
 QD0011  NGVD 29 (??/??/92)  853.805  (m)         2801.19   (f) ADJ UNCH    1 2
 QD0011
 QD0011.Superseded values are not recommended for survey control.
 QD0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0011.See file dsdata.txt to determine how the superseded data were derived.
 QD0011
 QD0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGQ332729(NAD 83)
 QD0011_MARKER: DB = BENCH MARK DISK
 QD0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QD0011_STAMPING: 2801.385 D 39 1930
 QD0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0011+STABILITY: SURFACE MOTION
 QD0011
 QD0011  HISTORY     - Date     Condition        Report By
 QD0011  HISTORY     - 1930     MONUMENTED       CGS
 QD0011  HISTORY     - 1963     GOOD             NGS
 QD0011
 QD0011                          STATION DESCRIPTION
 QD0011
 QD0011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 QD0011'5.9 MI NW FROM SERVICE CREEK.
 QD0011'5.9 MILES NORTHWEST ALONG STATE HIGHWAY 19 FROM THE TEXACO SERVICE
 QD0011'STATION AT SERVICE CREEK, 0.45 MILE NORTHWEST OF MILE POST NO. 73, 30
 QD0011'FEET EAST OF THE RIGHT-OF-WAY FENCE, 32 FEET WEST OF THE CENTER OF THE
 QD0011'HIGHWAY, 21 FEET SOUTH OF THE WEST END OF A 2-FOOT METAL CULVERT UNDER
 QD0011'THE HIGHWAY AND 1 FOOT NORTH OF A METAL WITNESS POST.  THE MONUMENT
 QD0011'PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0690 ***********************************************************************
 NZ0690  DESIGNATION -  D 390
 NZ0690  PID         -  NZ0690
 NZ0690  STATE/COUNTY-  OR/JOSEPHINE
 NZ0690  USGS QUAD   -  TAKILMA (1989)
 NZ0690
 NZ0690                         *CURRENT SURVEY CONTROL
 NZ0690  ___________________________________________________________________
 NZ0690* NAD 83(1986)-  42 03 28.     (N)    123 34 07.     (W)     SCALED    
 NZ0690* NAVD 88     -       868.283  (meters)    2848.69   (feet)  ADJUSTED  
 NZ0690  ___________________________________________________________________
 NZ0690  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 NZ0690  DYNAMIC HT  -         867.890 (meters)    2847.40  (feet)  COMP
 NZ0690  MODELED GRAV-     980,140.1   (mgal)                       NAVD 88
 NZ0690
 NZ0690  VERT ORDER  -  SECOND    CLASS 0
 NZ0690
 NZ0690.The horizontal coordinates were scaled from a topographic map and have
 NZ0690.an estimated accuracy of +/- 6 seconds.
 NZ0690
 NZ0690.The orthometric height was determined by differential leveling
 NZ0690.and adjusted in June 1991.
 NZ0690
 NZ0690.The geoid height was determined by GEOID03.
 NZ0690
 NZ0690.The dynamic height is computed by dividing the NAVD 88
 NZ0690.geopotential number by the normal gravity value computed on the
 NZ0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0690.degrees latitude (g = 980.6199 gals.).
 NZ0690
 NZ0690.The modeled gravity was interpolated from observed gravity values.
 NZ0690
 NZ0690;                    North         East    Units  Estimated Accuracy
 NZ0690;SPC OR S     -    48,100.    1,246,030.      MT  (+/- 180 meters Scaled)
 NZ0690
 NZ0690                          SUPERSEDED SURVEY CONTROL
 NZ0690
 NZ0690  NGVD 29 (??/??/92)  867.299  (m)         2845.46   (f) ADJ UNCH    2 0
 NZ0690
 NZ0690.Superseded values are not recommended for survey control.
 NZ0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0690.See file dsdata.txt to determine how the superseded data were derived.
 NZ0690
 NZ0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM529563(NAD 83)
 NZ0690_MARKER: DB = BENCH MARK DISK
 NZ0690_SETTING: 80 = SET IN A BOULDER
 NZ0690_SP_SET: BOULDER
 NZ0690_STAMPING: D 390 1949
 NZ0690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0690+STABILITY: SURFACE MOTION
 NZ0690
 NZ0690  HISTORY     - Date     Condition        Report By
 NZ0690  HISTORY     - 1949     MONUMENTED       CGS
 NZ0690
 NZ0690                          STATION DESCRIPTION
 NZ0690
 NZ0690'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NZ0690'9.8 MI E FROM OBRIEN.
 NZ0690'9.8 MILES EAST ALONG THE HAPPY CAMP ROAD FROM THE POST OFFICE AT
 NZ0690'OBRIEN, ABOUT MIDWAY ON A SHORT TANGENT, IN THE TOP OF THE SOUTH EDGE
 NZ0690'OF A LARGE BOULDER PROJECTING ABOUT 7 FEET ABOVE THE GROUND, 75.1 FEET
 NZ0690'SOUTHWEST OF THE CENTER OF THE SOUTH END OF A 24-INCH CORRUGATED METAL
 NZ0690'PIPE CULVERT, 60 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 20 FEET
 NZ0690'SOUTH OF A TRIANGLE-BLAZED 30-INCH FIR TREE, AND ABOUT LEVEL WITH THE
 NZ0690'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH0804 ***********************************************************************
 OH0804  DESIGNATION -  D 391
 OH0804  PID         -  OH0804
 OH0804  STATE/COUNTY-  OR/MALHEUR
 OH0804  USGS QUAD   -  ADRIAN (1967)
 OH0804
 OH0804                         *CURRENT SURVEY CONTROL
 OH0804  ___________________________________________________________________
 OH0804* NAD 83(1986)-  43 40 34.     (N)    117 03 22.     (W)     SCALED    
 OH0804* NAVD 88     -       678.402  (meters)    2225.72   (feet)  ADJUSTED  
 OH0804  ___________________________________________________________________
 OH0804  GEOID HEIGHT-         -17.92  (meters)                     GEOID03
 OH0804  DYNAMIC HT  -         678.169 (meters)    2224.96  (feet)  COMP
 OH0804  MODELED GRAV-     980,253.6   (mgal)                       NAVD 88
 OH0804
 OH0804  VERT ORDER  -  SECOND    CLASS 0
 OH0804
 OH0804.The horizontal coordinates were scaled from a topographic map and have
 OH0804.an estimated accuracy of +/- 6 seconds.
 OH0804
 OH0804.The orthometric height was determined by differential leveling
 OH0804.and adjusted in June 1991.
 OH0804
 OH0804.The geoid height was determined by GEOID03.
 OH0804
 OH0804.The dynamic height is computed by dividing the NAVD 88
 OH0804.geopotential number by the normal gravity value computed on the
 OH0804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0804.degrees latitude (g = 980.6199 gals.).
 OH0804
 OH0804.The modeled gravity was interpolated from observed gravity values.
 OH0804
 OH0804;                    North         East    Units  Estimated Accuracy
 OH0804;SPC OR S     -   228,930.    1,777,620.      MT  (+/- 180 meters Scaled)
 OH0804
 OH0804                          SUPERSEDED SURVEY CONTROL
 OH0804
 OH0804  NGVD 29 (??/??/92)  677.470  (m)         2222.67   (f) ADJ UNCH    2 0
 OH0804
 OH0804.Superseded values are not recommended for survey control.
 OH0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0804.See file dsdata.txt to determine how the superseded data were derived.
 OH0804
 OH0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ954359(NAD 83)
 OH0804_MARKER: DB = BENCH MARK DISK
 OH0804_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OH0804_SP_SET: CULVERT
 OH0804_STAMPING: D 391 1944
 OH0804_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH0804
 OH0804  HISTORY     - Date     Condition        Report By
 OH0804  HISTORY     - 1944     MONUMENTED       CGS
 OH0804
 OH0804                          STATION DESCRIPTION
 OH0804
 OH0804'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 OH0804'6.1 MI SE FROM ADRIAN.
 OH0804'6.1 MILES SOUTHEAST OF THE POST OFFICE AT ADRIAN, MALHEUR COUNTY,
 OH0804'ALONG THE UNION PACIFIC RAILROAD, 0.1 MILE EAST OF A BEET LOADING
 OH0804'HOPPER AT NAPTON SIDING, AT MILEPOST 17, 110 FEET NORTHWEST OF A CURVE
 OH0804'IN THE ROAD, 46 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD LEADING
 OH0804'TO SCALES.  A STANDARD BRONZE DISK SET IN A DRILL HOLE ON TOP OF THE
 OH0804'SOUTHEAST ABUTMENT OF RAILROAD CULVERT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0355 ***********************************************************************
 RA0355  DESIGNATION -  D 392
 RA0355  PID         -  RA0355
 RA0355  STATE/COUNTY-  OR/WALLOWA
 RA0355  USGS QUAD   -  TEMPERANCE CREEK (1990)
 RA0355
 RA0355                         *CURRENT SURVEY CONTROL
 RA0355  ___________________________________________________________________
 RA0355* NAD 83(1986)-  45 32 02.     (N)    116 32 02.     (W)     SCALED    
 RA0355* NAVD 88     -       399.966  (meters)    1312.22   (feet)  ADJUSTED  
 RA0355  ___________________________________________________________________
 RA0355  GEOID HEIGHT-         -15.71  (meters)                     GEOID03
 RA0355  DYNAMIC HT  -         399.795 (meters)    1311.66  (feet)  COMP
 RA0355  MODELED GRAV-     980,183.2   (mgal)                       NAVD 88
 RA0355
 RA0355  VERT ORDER  -  SECOND    CLASS 0
 RA0355
 RA0355.The horizontal coordinates were scaled from a topographic map and have
 RA0355.an estimated accuracy of +/- 6 seconds.
 RA0355
 RA0355.The orthometric height was determined by differential leveling
 RA0355.and adjusted in June 1991.
 RA0355
 RA0355.The geoid height was determined by GEOID03.
 RA0355
 RA0355.The dynamic height is computed by dividing the NAVD 88
 RA0355.geopotential number by the normal gravity value computed on the
 RA0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0355.degrees latitude (g = 980.6199 gals.).
 RA0355
 RA0355.The modeled gravity was interpolated from observed gravity values.
 RA0355
 RA0355;                    North         East    Units  Estimated Accuracy
 RA0355;SPC OR N     -   215,090.    2,809,650.      MT  (+/- 180 meters Scaled)
 RA0355
 RA0355                          SUPERSEDED SURVEY CONTROL
 RA0355
 RA0355  NGVD 29 (??/??/92)  398.802  (m)         1308.40   (f) ADJ UNCH    2 0
 RA0355
 RA0355.Superseded values are not recommended for survey control.
 RA0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0355.See file dsdata.txt to determine how the superseded data were derived.
 RA0355
 RA0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL363423(NAD 83)
 RA0355_MARKER: DB = BENCH MARK DISK
 RA0355_SETTING: 80 = SET IN A BOULDER
 RA0355_SP_SET: BOULDER
 RA0355_STAMPING: D 392 1945
 RA0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0355+STABILITY: SURFACE MOTION
 RA0355
 RA0355  HISTORY     - Date     Condition        Report By
 RA0355  HISTORY     - 1945     MONUMENTED       CGS
 RA0355  HISTORY     - 1946     GOOD             NGS
 RA0355
 RA0355                          STATION DESCRIPTION
 RA0355
 RA0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RA0355'8.45 MI S FROM PITTSBURG LANDING, ID.
 RA0355'ALONG THE WEST BANK OF THE SNAKE RIVER, 8.45 MILES SOUTH OF AND ACROSS
 RA0355'THE SNAKE RIVER FROM THE BOAT LANDING AT PITTSBURG LANDING, ALONG THE
 RA0355'EAST EDGE OF A CULTIVATED TABLELAND, 0.3 MILE SOUTH OF A RANCH HOUSE
 RA0355'AT TEMPERANCE CREEK, 0.2 MILE SOUTH OF AND ACROSS THE RIVER FROM A
 RA0355'LARGE LAMBING SHED, 285 FEET NORTHEAST OF A SMALL GROVE OF TREES, 225
 RA0355'FEET NORTH OF THE NORTHEAST CORNER OF A FEED LOT, 100 FEET WEST OF THE
 RA0355'WEST BANK OF THE RIVER, 40.0 FEET EAST OF THE EAST EDGE OF A
 RA0355'CULTIVATED FIELD, SET IN TOP OF A BOULDER, LARGE B M PAINTED ON EAST
 RA0355'SIDE OF BOULDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0496 ***********************************************************************
 QB0496  DESIGNATION -  D 393
 QB0496  PID         -  QB0496
 QB0496  STATE/COUNTY-  OR/BAKER
 QB0496  USGS QUAD   -  MC LAIN GULCH (1987)
 QB0496
 QB0496                         *CURRENT SURVEY CONTROL
 QB0496  ___________________________________________________________________
 QB0496* NAD 83(1986)-  44 56 04.     (N)    116 54 11.     (W)     SCALED    
 QB0496* NAVD 88     -       631.677  (meters)    2072.43   (feet)  ADJUSTED  
 QB0496  ___________________________________________________________________
 QB0496  GEOID HEIGHT-         -16.17  (meters)                     GEOID03
 QB0496  DYNAMIC HT  -         631.522 (meters)    2071.92  (feet)  COMP
 QB0496  MODELED GRAV-     980,352.8   (mgal)                       NAVD 88
 QB0496
 QB0496  VERT ORDER  -  SECOND    CLASS 0
 QB0496
 QB0496.The horizontal coordinates were scaled from a topographic map and have
 QB0496.an estimated accuracy of +/- 6 seconds.
 QB0496
 QB0496.The orthometric height was determined by differential leveling
 QB0496.and adjusted in June 1991.
 QB0496
 QB0496.The geoid height was determined by GEOID03.
 QB0496
 QB0496.The dynamic height is computed by dividing the NAVD 88
 QB0496.geopotential number by the normal gravity value computed on the
 QB0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0496.degrees latitude (g = 980.6199 gals.).
 QB0496
 QB0496.The modeled gravity was interpolated from observed gravity values.
 QB0496
 QB0496;                    North         East    Units  Estimated Accuracy
 QB0496;SPC OR N     -   147,200.    2,783,810.      MT  (+/- 180 meters Scaled)
 QB0496
 QB0496                          SUPERSEDED SURVEY CONTROL
 QB0496
 QB0496  NGVD 29 (??/??/92)  630.644  (m)         2069.04   (f) ADJ UNCH    2 0
 QB0496
 QB0496.Superseded values are not recommended for survey control.
 QB0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0496.See file dsdata.txt to determine how the superseded data were derived.
 QB0496
 QB0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK076756(NAD 83)
 QB0496_MARKER: DB = BENCH MARK DISK
 QB0496_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QB0496_SP_SET: ROCK WALL
 QB0496_STAMPING: D 393 1945
 QB0496_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB0496
 QB0496  HISTORY     - Date     Condition        Report By
 QB0496  HISTORY     - 1945     MONUMENTED       CGS
 QB0496  HISTORY     - 1954     MARK NOT FOUND   NGS
 QB0496  HISTORY     - 1983     MARK NOT FOUND   USGS
 QB0496
 QB0496                          STATION DESCRIPTION
 QB0496
 QB0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QB0496'14.2 MI E FROM HALFWAY.
 QB0496'14.2 MILES EAST OF THE POST OFFICE BY ROAD.  ALONG THE PINE CREEK
 QB0496'ROAD.  4.0 MILES WEST OF THE ROAD JUNCTION AT COPPERFIELD.  SET IN THE
 QB0496'FOOT OF A ROCK WALL AT THE POINT OF A CURVE.  ROCK WALL ABOUT 20 FEET
 QB0496'HIGHER NEAR THE EAST END OF A CURVE IN THE CREEK.  ABOUT 100 YARDS
 QB0496'EAST OF A FLAT GRASSY STRIP BETWEEN THE ROAD AND THE CREEK.  5 FEET
 QB0496'NORTH OF THE CENTER-LINE OF THE ROAD.  1 FOOT ABOVE THE LEVEL OF THE
 QB0496'ROAD.  ABOUT 0.1 MILE WEST OF A SMALL FLAT MEADOW ON THE SOUTH SIDE OF
 QB0496'THE CREEK.  NOTE-- SECTIONS OF THE ROCKWALL HAVE BEEN REMOVED TO
 QB0496'IMPROVE THE CONDITION OF THE LAND.
 QB0496
 QB0496                          STATION RECOVERY (1954)
 QB0496
 QB0496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 QB0496'MARK NOT FOUND.
 QB0496
 QB0496                          STATION RECOVERY (1983)
 QB0496
 QB0496'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 QB0496'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0736 ***********************************************************************
 RA0736  DESIGNATION -  D 394
 RA0736  PID         -  RA0736
 RA0736  STATE/COUNTY-  OR/BAKER
 RA0736  USGS QUAD   -  DEADMAN POINT (1990)
 RA0736
 RA0736                         *CURRENT SURVEY CONTROL
 RA0736  ___________________________________________________________________
 RA0736* NAD 83(1986)-  45 00 35.     (N)    117 05 50.     (W)     SCALED    
 RA0736* NAVD 88     -      1690.178  (meters)    5545.19   (feet)  ADJUSTED  
 RA0736  ___________________________________________________________________
 RA0736  GEOID HEIGHT-         -15.76  (meters)                     GEOID03
 RA0736  DYNAMIC HT  -        1689.482 (meters)    5542.91  (feet)  COMP
 RA0736  MODELED GRAV-     980,144.2   (mgal)                       NAVD 88
 RA0736
 RA0736  VERT ORDER  -  SECOND    CLASS 0
 RA0736
 RA0736.The horizontal coordinates were scaled from a topographic map and have
 RA0736.an estimated accuracy of +/- 6 seconds.
 RA0736
 RA0736.The orthometric height was determined by differential leveling
 RA0736.and adjusted in June 1991.
 RA0736
 RA0736.The geoid height was determined by GEOID03.
 RA0736
 RA0736.The dynamic height is computed by dividing the NAVD 88
 RA0736.geopotential number by the normal gravity value computed on the
 RA0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0736.degrees latitude (g = 980.6199 gals.).
 RA0736
 RA0736.The modeled gravity was interpolated from observed gravity values.
 RA0736
 RA0736;                    North         East    Units  Estimated Accuracy
 RA0736;SPC OR N     -   154,890.    2,768,150.      MT  (+/- 180 meters Scaled)
 RA0736
 RA0736                          SUPERSEDED SURVEY CONTROL
 RA0736
 RA0736  NGVD 29 (??/??/92) 1688.960  (m)         5541.20   (f) ADJ UNCH    2 0
 RA0736
 RA0736.Superseded values are not recommended for survey control.
 RA0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0736.See file dsdata.txt to determine how the superseded data were derived.
 RA0736
 RA0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK923840(NAD 83)
 RA0736_MARKER: DB = BENCH MARK DISK
 RA0736_SETTING: 80 = SET IN A BOULDER
 RA0736_SP_SET: BOULDER
 RA0736_STAMPING: D 394 1945
 RA0736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0736+STABILITY: SURFACE MOTION
 RA0736
 RA0736  HISTORY     - Date     Condition        Report By
 RA0736  HISTORY     - 1945     MONUMENTED       CGS
 RA0736
 RA0736                          STATION DESCRIPTION
 RA0736
 RA0736'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RA0736'14.1 MI N FROM HALFWAY.
 RA0736'14.1 MILES NORTH OF THE POST OFFICE BY ROAD.  ALONG THE HALFWAY TO
 RA0736'FISH LAKE ROAD.  ON THE OUTSIDE OF A CURVE.  44.5 FEET NORTH OF THE
 RA0736'CENTER-LINE OF THE ROAD.  AT THE CENTER OF A CURVE. 30.5 FEET NORTH OF
 RA0736'THE NORTH END OF A 12.0 FOOT IRON CULVERT.  11.0 FEET NORTHEAST OF A
 RA0736'12.0 SPRUCE TREE.  7.0 FEET WEST OF THE CENTER OF A DRY WASH. IN THE
 RA0736'TOP OF A GRANITE BOULDER 3.0 FEET ABOVE THE LEVEL OF THE ROAD AND 2.5
 RA0736'FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0505 ***********************************************************************
 RC0505  DESIGNATION -  D 395
 RC0505  PID         -  RC0505
 RC0505  STATE/COUNTY-  OR/SHERMAN
 RC0505  USGS QUAD   -  GRASS VALLEY (1962)
 RC0505
 RC0505                         *CURRENT SURVEY CONTROL
 RC0505  ___________________________________________________________________
 RC0505* NAD 83(1986)-  45 19 56.     (N)    120 47 21.     (W)     SCALED    
 RC0505* NAVD 88     -       733.175  (meters)    2405.43   (feet)  ADJUSTED  
 RC0505  ___________________________________________________________________
 RC0505  GEOID HEIGHT-         -21.00  (meters)                     GEOID03
 RC0505  DYNAMIC HT  -         733.063 (meters)    2405.06  (feet)  COMP
 RC0505  MODELED GRAV-     980,438.4   (mgal)                       NAVD 88
 RC0505
 RC0505  VERT ORDER  -  SECOND    CLASS 0
 RC0505
 RC0505.The horizontal coordinates were scaled from a topographic map and have
 RC0505.an estimated accuracy of +/- 6 seconds.
 RC0505
 RC0505.The orthometric height was determined by differential leveling
 RC0505.and adjusted in June 1991.
 RC0505
 RC0505.The geoid height was determined by GEOID03.
 RC0505
 RC0505.The dynamic height is computed by dividing the NAVD 88
 RC0505.geopotential number by the normal gravity value computed on the
 RC0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0505.degrees latitude (g = 980.6199 gals.).
 RC0505
 RC0505.The modeled gravity was interpolated from observed gravity values.
 RC0505
 RC0505;                    North         East    Units  Estimated Accuracy
 RC0505;SPC OR N     -   185,120.    2,477,340.      MT  (+/- 180 meters Scaled)
 RC0505
 RC0505                          SUPERSEDED SURVEY CONTROL
 RC0505
 RC0505  NGVD 29 (??/??/92)  732.146  (m)         2402.05   (f) ADJ UNCH    2 0
 RC0505
 RC0505.Superseded values are not recommended for survey control.
 RC0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0505.See file dsdata.txt to determine how the superseded data were derived.
 RC0505
 RC0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR732222(NAD 83)
 RC0505_MARKER: DD = SURVEY DISK
 RC0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC0505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC0505_STAMPING: D 395
 RC0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0505+STABILITY: SURFACE MOTION
 RC0505
 RC0505  HISTORY     - Date     Condition        Report By
 RC0505  HISTORY     - UNK      MONUMENTED       ORDT
 RC0505  HISTORY     - 1961     GOOD             NGS
 RC0505
 RC0505                          STATION DESCRIPTION
 RC0505
 RC0505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RC0505'1.5 MI SSW FROM GRASS VALLEY.
 RC0505'FROM THE INTERSECTION OF U.S. HIGHWAY 97 AND STATE HIGHWAY 216 AT THE
 RC0505'SOUTHEAST EDGE OF GRASS VALLEY, GO SOUTHWEST ON STATE HIGHWAY 216 FOR
 RC0505'1.5 MILES, ABOUT 0.1 MILE NORTH AND ACROSS THE HIGHWAY FROM A ROAD
 RC0505'LEADING EAST, 29-FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 1.5 FEET
 RC0505'EAST OF THE WEST RIGHT OF WAY FENCE, 1-FOOT SOUTH OF A METAL WITNESS
 RC0505'POST, ABOUT 2-FEET ABOVE THE SURFACE OF THE HIGHWAY, AND ABOUT FLUSH
 RC0505'WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1119 ***********************************************************************
 RC1119  DESIGNATION -  D 396
 RC1119  PID         -  RC1119
 RC1119  STATE/COUNTY-  OR/WASCO
 RC1119  USGS QUAD   -  MAUPIN SW (1962)
 RC1119
 RC1119                         *CURRENT SURVEY CONTROL
 RC1119  ___________________________________________________________________
 RC1119* NAD 83(1986)-  45 05 02.     (N)    121 07 40.     (W)     SCALED    
 RC1119* NAVD 88     -       295.019  (meters)     967.91   (feet)  ADJUSTED  
 RC1119  ___________________________________________________________________
 RC1119  GEOID HEIGHT-         -21.36  (meters)                     GEOID03
 RC1119  DYNAMIC HT  -         294.958 (meters)     967.71  (feet)  COMP
 RC1119  MODELED GRAV-     980,404.2   (mgal)                       NAVD 88
 RC1119
 RC1119  VERT ORDER  -  SECOND    CLASS 0
 RC1119
 RC1119.The horizontal coordinates were scaled from a topographic map and have
 RC1119.an estimated accuracy of +/- 6 seconds.
 RC1119
 RC1119.The orthometric height was determined by differential leveling
 RC1119.and adjusted in June 1991.
 RC1119
 RC1119.The geoid height was determined by GEOID03.
 RC1119
 RC1119.The dynamic height is computed by dividing the NAVD 88
 RC1119.geopotential number by the normal gravity value computed on the
 RC1119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1119.degrees latitude (g = 980.6199 gals.).
 RC1119
 RC1119.The modeled gravity was interpolated from observed gravity values.
 RC1119
 RC1119;                    North         East    Units  Estimated Accuracy
 RC1119;SPC OR N     -   157,680.    2,450,580.      MT  (+/- 180 meters Scaled)
 RC1119
 RC1119                          SUPERSEDED SURVEY CONTROL
 RC1119
 RC1119  NGVD 29 (??/??/92)  293.969  (m)          964.46   (f) ADJ UNCH    2 0
 RC1119
 RC1119.Superseded values are not recommended for survey control.
 RC1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1119.See file dsdata.txt to determine how the superseded data were derived.
 RC1119
 RC1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ473939(NAD 83)
 RC1119_MARKER: DB = BENCH MARK DISK
 RC1119_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RC1119_SP_SET: CULVERT
 RC1119_STAMPING: D 396 1946
 RC1119_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC1119
 RC1119  HISTORY     - Date     Condition        Report By
 RC1119  HISTORY     - 1946     MONUMENTED       CGS
 RC1119
 RC1119                          STATION DESCRIPTION
 RC1119
 RC1119'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RC1119'0.85 MI N FROM NENA.
 RC1119'ALONG OREGON TRUNK RAILWAY, 0.85 MILE NORTH OF STATION AT NENA, AT
 RC1119'NORTHWEST END OF ROCK BANK, 78.5 FEET NORTHWEST OF CENTER OF SOUTHWEST
 RC1119'END OF CULVERT NO. T 62.56 UNDER TRACK, 9.0 FEET SOUTHWEST OF
 RC1119'SOUTHWEST RAIL, SET IN BASE OF ROCK BANK ABOUT 1 FOOT ABOVE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0413 ***********************************************************************
 RC0413  DESIGNATION -  D 397
 RC0413  PID         -  RC0413
 RC0413  STATE/COUNTY-  OR/WASCO
 RC0413  USGS QUAD   -  SINAMOX (1962)
 RC0413
 RC0413                         *CURRENT SURVEY CONTROL
 RC0413  ___________________________________________________________________
 RC0413* NAD 83(1986)-  45 18 47.     (N)    120 57 24.     (W)     SCALED    
 RC0413* NAVD 88     -       180.768  (meters)     593.07   (feet)  ADJUSTED  
 RC0413  ___________________________________________________________________
 RC0413  GEOID HEIGHT-         -21.23  (meters)                     GEOID03
 RC0413  DYNAMIC HT  -         180.738 (meters)     592.97  (feet)  COMP
 RC0413  MODELED GRAV-     980,448.3   (mgal)                       NAVD 88
 RC0413
 RC0413  VERT ORDER  -  SECOND    CLASS 0
 RC0413
 RC0413.The horizontal coordinates were scaled from a topographic map and have
 RC0413.an estimated accuracy of +/- 6 seconds.
 RC0413
 RC0413.The orthometric height was determined by differential leveling
 RC0413.and adjusted in June 1991.
 RC0413
 RC0413.The geoid height was determined by GEOID03.
 RC0413
 RC0413.The dynamic height is computed by dividing the NAVD 88
 RC0413.geopotential number by the normal gravity value computed on the
 RC0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0413.degrees latitude (g = 980.6199 gals.).
 RC0413
 RC0413.The modeled gravity was interpolated from observed gravity values.
 RC0413
 RC0413;                    North         East    Units  Estimated Accuracy
 RC0413;SPC OR N     -   183,050.    2,464,190.      MT  (+/- 180 meters Scaled)
 RC0413
 RC0413                          SUPERSEDED SURVEY CONTROL
 RC0413
 RC0413  NGVD 29 (??/??/92)  179.738  (m)          589.69   (f) ADJ UNCH    2 0
 RC0413
 RC0413.Superseded values are not recommended for survey control.
 RC0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0413.See file dsdata.txt to determine how the superseded data were derived.
 RC0413
 RC0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR601197(NAD 83)
 RC0413_MARKER: DB = BENCH MARK DISK
 RC0413_SETTING: 66 = SET IN ROCK OUTCROP
 RC0413_SP_SET: BED ROCK
 RC0413_STAMPING: D 397 1946
 RC0413_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RC0413+STABILITY: POSITION/ELEVATION WELL
 RC0413
 RC0413  HISTORY     - Date     Condition        Report By
 RC0413  HISTORY     - 1946     MONUMENTED       CGS
 RC0413
 RC0413                          STATION DESCRIPTION
 RC0413
 RC0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RC0413'2.0 MI N FROM OAKBROOK.
 RC0413'ALONG OREGON TRUNK RAILWAY, 2.0 MILES NORTH OF STATION AT OAKBROOK
 RC0413'SIDING, 3 1/2 39-FOOT RAILS SOUTH OF CULVERT NO. T 37.53 UNDER TRACK,
 RC0413'37.5 FEET WEST OF WEST RAIL, 10.7 FEET EAST OF WEST RIGHT-OF-WAY
 RC0413'FENCE, SET IN BEDROCK ABOUT THE SAME ELEVATION AS THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0632 ***********************************************************************
 RC0632  DESIGNATION -  D 398
 RC0632  PID         -  RC0632
 RC0632  STATE/COUNTY-  OR/WASCO
 RC0632  USGS QUAD   -  EMERSON (1994)
 RC0632
 RC0632                         *CURRENT SURVEY CONTROL
 RC0632  ___________________________________________________________________
 RC0632* NAD 83(1986)-  45 32 21.     (N)    120 53 22.     (W)     SCALED    
 RC0632* NAVD 88     -       104.192  (meters)     341.84   (feet)  ADJUSTED  
 RC0632  ___________________________________________________________________
 RC0632  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 RC0632  DYNAMIC HT  -         104.183 (meters)     341.81  (feet)  COMP
 RC0632  MODELED GRAV-     980,538.9   (mgal)                       NAVD 88
 RC0632
 RC0632  VERT ORDER  -  SECOND    CLASS 0
 RC0632
 RC0632.The horizontal coordinates were scaled from a topographic map and have
 RC0632.an estimated accuracy of +/- 6 seconds.
 RC0632
 RC0632.The orthometric height was determined by differential leveling
 RC0632.and adjusted in June 1991.
 RC0632
 RC0632.The geoid height was determined by GEOID03.
 RC0632
 RC0632.The dynamic height is computed by dividing the NAVD 88
 RC0632.geopotential number by the normal gravity value computed on the
 RC0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0632.degrees latitude (g = 980.6199 gals.).
 RC0632
 RC0632.The modeled gravity was interpolated from observed gravity values.
 RC0632
 RC0632;                    North         East    Units  Estimated Accuracy
 RC0632;SPC OR N     -   208,150.    2,469,590.      MT  (+/- 180 meters Scaled)
 RC0632
 RC0632                          SUPERSEDED SURVEY CONTROL
 RC0632
 RC0632  NGVD 29 (??/??/92)  103.184  (m)          338.53   (f) ADJ UNCH    2 0
 RC0632
 RC0632.Superseded values are not recommended for survey control.
 RC0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0632.See file dsdata.txt to determine how the superseded data were derived.
 RC0632
 RC0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR647450(NAD 83)
 RC0632_MARKER: DB = BENCH MARK DISK
 RC0632_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RC0632_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RC0632_STAMPING: D 398 1946
 RC0632_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC0632
 RC0632  HISTORY     - Date     Condition        Report By
 RC0632  HISTORY     - 1946     MONUMENTED       CGS
 RC0632
 RC0632                          STATION DESCRIPTION
 RC0632
 RC0632'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RC0632'13.35 MI N FROM DIKE.
 RC0632'ALONG OREGON TRUNK RAILWAY, 13.35 MILES NORTH OF STATION AT DIKE, 1.2
 RC0632'MILE SOUTH OF TELEPHONE BOOTH AT KLOAN SIDING, 4 1/2 - 33-FOOT RAILS
 RC0632'AND 4 - 39-FOOT RAILS SOUTHEAST OF CULVERT NO. T12.25, 45.6 FEET
 RC0632'SOUTHWEST OF SOUTHWEST RAIL, 2.2 FEET NORTHEAST OF SOUTHWEST
 RC0632'RIGHT-OF-WAY FENCE, 2.8 FEET SOUTHEAST OF A REFERENCE POST, BRAZED ON
 RC0632'TOP OF A 3-INCH CAST IRON SOIL PIPE AND SET IN CONCRETE ON THE
 RC0632'NORTHWEST SLOPE OF A SMALL HILL, ABOUT 2 FEET ABOVE TRACK AND
 RC0632'PROJECTING 0.3 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0515 ***********************************************************************
 RA0515  DESIGNATION -  D 399
 RA0515  PID         -  RA0515
 RA0515  STATE/COUNTY-  OR/WALLOWA
 RA0515  USGS QUAD   -  CACTUS MTN (1963)
 RA0515
 RA0515                         *CURRENT SURVEY CONTROL
 RA0515  ___________________________________________________________________
 RA0515* NAD 83(1986)-  45 46 30.     (N)    116 44 49.     (W)     SCALED    
 RA0515* NAVD 88     -       348.139  (meters)    1142.19   (feet)  ADJUSTED  
 RA0515  ___________________________________________________________________
 RA0515  GEOID HEIGHT-         -16.51  (meters)                     GEOID03
 RA0515  DYNAMIC HT  -         348.096 (meters)    1142.05  (feet)  COMP
 RA0515  MODELED GRAV-     980,484.6   (mgal)                       NAVD 88
 RA0515
 RA0515  VERT ORDER  -  SECOND    CLASS 0
 RA0515
 RA0515.The horizontal coordinates were scaled from a topographic map and have
 RA0515.an estimated accuracy of +/- 6 seconds.
 RA0515
 RA0515.The orthometric height was determined by differential leveling
 RA0515.and adjusted in June 1991.
 RA0515
 RA0515.The geoid height was determined by GEOID03.
 RA0515
 RA0515.The dynamic height is computed by dividing the NAVD 88
 RA0515.geopotential number by the normal gravity value computed on the
 RA0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0515.degrees latitude (g = 980.6199 gals.).
 RA0515
 RA0515.The modeled gravity was interpolated from observed gravity values.
 RA0515
 RA0515;                    North         East    Units  Estimated Accuracy
 RA0515;SPC OR N     -   241,070.    2,791,780.      MT  (+/- 180 meters Scaled)
 RA0515
 RA0515                          SUPERSEDED SURVEY CONTROL
 RA0515
 RA0515  NGVD 29 (??/??/92)  347.051  (m)         1138.62   (f) ADJ UNCH    2 0
 RA0515
 RA0515.Superseded values are not recommended for survey control.
 RA0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0515.See file dsdata.txt to determine how the superseded data were derived.
 RA0515
 RA0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL196690(NAD 83)
 RA0515_MARKER: DB = BENCH MARK DISK
 RA0515_SETTING: 80 = SET IN A BOULDER
 RA0515_SP_SET: BOULDER
 RA0515_STAMPING: D 399 1945
 RA0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0515+STABILITY: SURFACE MOTION
 RA0515
 RA0515  HISTORY     - Date     Condition        Report By
 RA0515  HISTORY     - 1945     MONUMENTED       CGS
 RA0515
 RA0515                          STATION DESCRIPTION
 RA0515
 RA0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RA0515'3.25 MI S FROM MOUTH OF IMNAHA RIVER.
 RA0515'3.25 MILES SOUTH ALONG THE WEST BANK OF THE IMNAHA RIVER FROM THE
 RA0515'MOUTH AT THE SNAKE RIVER, SET ON THE WEST BANK OF RIVER, ABOUT 125
 RA0515'FEET NORTH AND DOWNSTREAM FROM A LARGE BOULDER IN THE RIVER, ABOUT 250
 RA0515'FEET NORTH OF A TREE ON THE WEST SIDE OF RIVER, ABOUT 40 FEET EAST OF
 RA0515'TRAIL.  BRONZE BENCH MARK DISK SET IN TOP OF BOULDER.  BELOW HIGH
 RA0515'WATER LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0495 ***********************************************************************
 RB0495  DESIGNATION -  D 4
 RB0495  PID         -  RB0495
 RB0495  STATE/COUNTY-  OR/UMATILLA
 RB0495  USGS QUAD   -  PENDLETON (1976)
 RB0495
 RB0495                         *CURRENT SURVEY CONTROL
 RB0495  ___________________________________________________________________
 RB0495* NAD 83(1986)-  45 40 13.     (N)    118 47 06.     (W)     SCALED    
 RB0495* NAVD 88     -       327.680  (meters)    1075.06   (feet)  ADJUSTED  
 RB0495  ___________________________________________________________________
 RB0495  GEOID HEIGHT-         -20.81  (meters)                     GEOID03
 RB0495  DYNAMIC HT  -         327.649 (meters)    1074.96  (feet)  COMP
 RB0495  MODELED GRAV-     980,513.5   (mgal)                       NAVD 88
 RB0495
 RB0495  VERT ORDER  -  FIRST     CLASS II
 RB0495
 RB0495.The horizontal coordinates were scaled from a topographic map and have
 RB0495.an estimated accuracy of +/- 6 seconds.
 RB0495
 RB0495.The orthometric height was determined by differential leveling
 RB0495.and adjusted in June 1991.
 RB0495.WARNING-Repeat measurements at this control monument indicate possible
 RB0495.vertical movement.
 RB0495
 RB0495.The geoid height was determined by GEOID03.
 RB0495
 RB0495.The dynamic height is computed by dividing the NAVD 88
 RB0495.geopotential number by the normal gravity value computed on the
 RB0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0495.degrees latitude (g = 980.6199 gals.).
 RB0495
 RB0495.The modeled gravity was interpolated from observed gravity values.
 RB0495
 RB0495;                    North         East    Units  Estimated Accuracy
 RB0495;SPC OR N     -   224,070.    2,633,620.      MT  (+/- 180 meters Scaled)
 RB0495
 RB0495                          SUPERSEDED SURVEY CONTROL
 RB0495
 RB0495  NGVD 29 (??/??/92)  326.67   (m)         1071.7    (f) COMPUTED    1 2
 RB0495
 RB0495.Superseded values are not recommended for survey control.
 RB0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0495.See file dsdata.txt to determine how the superseded data were derived.
 RB0495
 RB0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL609589(NAD 83)
 RB0495_MARKER: DB = BENCH MARK DISK
 RB0495_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RB0495_SP_SET: STONE STRINGER
 RB0495_STAMPING: D 4 1904
 RB0495_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RB0495
 RB0495  HISTORY     - Date     Condition        Report By
 RB0495  HISTORY     - 1904     MONUMENTED       CGS
 RB0495  HISTORY     - 1941     GOOD             NGS
 RB0495  HISTORY     - 1965     MARK NOT FOUND   NGS
 RB0495
 RB0495                          STATION DESCRIPTION
 RB0495
 RB0495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 RB0495'IN PENDLETON.
 RB0495'ON THE SOUTH SIDE OF S.E. EMIGRANT AVENUE.  50 FEET WEST OF THE
 RB0495'INTERSECTION WITH S.E. 1ST. STREET.  AT 34 S.E. EMIGRANT AVENUE, A
 RB0495'BUILDING OCCUPIED BY THE U. S. ARMY ENGINEERS.  IN A STONE STRINGER
 RB0495'UNDER A SHOW WINDOW.
 RB0495
 RB0495                          STATION RECOVERY (1965)
 RB0495
 RB0495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 RB0495'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0292 ***********************************************************************
 RC0292  DESIGNATION -  D 40
 RC0292  PID         -  RC0292
 RC0292  STATE/COUNTY-  OR/GILLIAM
 RC0292  USGS QUAD   -  CONDON (1987)
 RC0292
 RC0292                         *CURRENT SURVEY CONTROL
 RC0292  ___________________________________________________________________
 RC0292* NAD 83(1986)-  45 14 06.     (N)    120 10 59.     (W)     SCALED    
 RC0292* NAVD 88     -       875.314  (meters)    2871.76   (feet)  ADJUSTED  
 RC0292  ___________________________________________________________________
 RC0292  GEOID HEIGHT-         -20.49  (meters)                     GEOID03
 RC0292  DYNAMIC HT  -         875.143 (meters)    2871.20  (feet)  COMP
 RC0292  MODELED GRAV-     980,390.5   (mgal)                       NAVD 88
 RC0292
 RC0292  VERT ORDER  -  FIRST     CLASS II
 RC0292
 RC0292.The horizontal coordinates were scaled from a topographic map and have
 RC0292.an estimated accuracy of +/- 6 seconds.
 RC0292
 RC0292.The orthometric height was determined by differential leveling
 RC0292.and adjusted in June 1991.
 RC0292.WARNING-Repeat measurements at this control monument indicate possible
 RC0292.vertical movement.
 RC0292
 RC0292.The geoid height was determined by GEOID03.
 RC0292
 RC0292.The dynamic height is computed by dividing the NAVD 88
 RC0292.geopotential number by the normal gravity value computed on the
 RC0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0292.degrees latitude (g = 980.6199 gals.).
 RC0292
 RC0292.The modeled gravity was interpolated from observed gravity values.
 RC0292
 RC0292;                    North         East    Units  Estimated Accuracy
 RC0292;SPC OR N     -   174,320.    2,524,890.      MT  (+/- 180 meters Scaled)
 RC0292
 RC0292                          SUPERSEDED SURVEY CONTROL
 RC0292
 RC0292  NGVD 29 (??/??/92)  874.221  (m)         2868.17   (f) ADJ UNCH    1 2
 RC0292
 RC0292.Superseded values are not recommended for survey control.
 RC0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0292.See file dsdata.txt to determine how the superseded data were derived.
 RC0292
 RC0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGR211129(NAD 83)
 RC0292_MARKER: DB = BENCH MARK DISK
 RC0292_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RC0292_SP_SET: STEP
 RC0292_STAMPING: 2868.321 D 40 1930
 RC0292_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC0292
 RC0292  HISTORY     - Date     Condition        Report By
 RC0292  HISTORY     - 1930     MONUMENTED       CGS
 RC0292  HISTORY     - 1962     GOOD             NGS
 RC0292  HISTORY     - 1987     GOOD             USPSQD
 RC0292
 RC0292                          STATION DESCRIPTION
 RC0292
 RC0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 RC0292'IN CONDON.
 RC0292'AT CONDON, GILLIAM COUNTY, AT THE MAIN ENTRANCE TO THE CONDON SCHOOL,
 RC0292'AT THE NORTH END OF THE TOP OF THE STEPS, 6.6 FEET NORTH OF THE CENTER
 RC0292'OF THE DOORWAY, AND 0.5 FOOT WEST OF THE BUILDING.  A STANDARD DISK,
 RC0292'STAMPED 2868.321 D 40 1930.
 RC0292
 RC0292                          STATION RECOVERY (1962)
 RC0292
 RC0292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 RC0292'RECOVERED IN GOOD CONDITION.
 RC0292
 RC0292                          STATION RECOVERY (1987)
 RC0292
 RC0292'RECOVERY NOTE BY US POWER SQUADRON 1987 (RCC)
 RC0292'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0522 ***********************************************************************
 RA0522  DESIGNATION -  D 400
 RA0522  PID         -  RA0522
 RA0522  STATE/COUNTY-  OR/WALLOWA
 RA0522  USGS QUAD   -  IMNAHA (1990)
 RA0522
 RA0522                         *CURRENT SURVEY CONTROL
 RA0522  ___________________________________________________________________
 RA0522* NAD 83(1986)-  45 30 44.     (N)    116 48 43.     (W)     SCALED    
 RA0522* NAVD 88     -       675.920  (meters)    2217.58   (feet)  ADJUSTED  
 RA0522  ___________________________________________________________________
 RA0522  GEOID HEIGHT-         -15.83  (meters)                     GEOID03
 RA0522  DYNAMIC HT  -         675.777 (meters)    2217.11  (feet)  COMP
 RA0522  MODELED GRAV-     980,384.6   (mgal)                       NAVD 88
 RA0522
 RA0522  VERT ORDER  -  SECOND    CLASS 0
 RA0522
 RA0522.The horizontal coordinates were scaled from a topographic map and have
 RA0522.an estimated accuracy of +/- 6 seconds.
 RA0522
 RA0522.The orthometric height was determined by differential leveling
 RA0522.and adjusted in June 1991.
 RA0522
 RA0522.The geoid height was determined by GEOID03.
 RA0522
 RA0522.The dynamic height is computed by dividing the NAVD 88
 RA0522.geopotential number by the normal gravity value computed on the
 RA0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0522.degrees latitude (g = 980.6199 gals.).
 RA0522
 RA0522.The modeled gravity was interpolated from observed gravity values.
 RA0522
 RA0522;                    North         East    Units  Estimated Accuracy
 RA0522;SPC OR N     -   211,660.    2,788,060.      MT  (+/- 180 meters Scaled)
 RA0522
 RA0522                          SUPERSEDED SURVEY CONTROL
 RA0522
 RA0522  NGVD 29 (??/??/92)  674.771  (m)         2213.81   (f) ADJ UNCH    2 0
 RA0522
 RA0522.Superseded values are not recommended for survey control.
 RA0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0522.See file dsdata.txt to determine how the superseded data were derived.
 RA0522
 RA0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL146398(NAD 83)
 RA0522_MARKER: DB = BENCH MARK DISK
 RA0522_SETTING: 66 = SET IN ROCK OUTCROP
 RA0522_SP_SET: ROCK OUTCROP
 RA0522_STAMPING: D 400 1945
 RA0522_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA0522+STABILITY: POSITION/ELEVATION WELL
 RA0522
 RA0522  HISTORY     - Date     Condition        Report By
 RA0522  HISTORY     - 1945     MONUMENTED       CGS
 RA0522  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RA0522
 RA0522                          STATION DESCRIPTION
 RA0522
 RA0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RA0522'4.0 MI S FROM IMNAHA.
 RA0522'4.0 MILES SOUTH ALONG THE UPPER IMNAHA ROAD FROM THE POST OFFICE AT
 RA0522'IMNAHA, ABOUT 0.1 MILE SOUTH OF A BARN ON THE EAST SIDE OF ROAD, 108
 RA0522'FEET NORTH OF MILEPOST NO. 4, 12 FEET EAST OF CENTER-LINE OF ROAD, 10
 RA0522'FEET WEST OF THE FENCE, SET IN TOP OF ROCK OUTCROP, ABOUT LEVEL WITH
 RA0522'THE GROUND.  BRONZE BENCH MARK DISK.
 RA0522
 RA0522                          STATION RECOVERY (1987)
 RA0522
 RA0522'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBD)
 RA0522'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0497 ***********************************************************************
 RA0497  DESIGNATION -  D 401
 RA0497  PID         -  RA0497
 RA0497  STATE/COUNTY-  OR/WALLOWA
 RA0497  USGS QUAD   -  IMNAHA (1990)
 RA0497
 RA0497                         *CURRENT SURVEY CONTROL
 RA0497  ___________________________________________________________________
 RA0497* NAD 83(1986)-  45 35 50.     (N)    116 50 23.     (W)     SCALED    
 RA0497* NAVD 88     -       573.080  (meters)    1880.18   (feet)  ADJUSTED  
 RA0497  ___________________________________________________________________
 RA0497  GEOID HEIGHT-         -16.03  (meters)                     GEOID03
 RA0497  DYNAMIC HT  -         572.984 (meters)    1879.87  (feet)  COMP
 RA0497  MODELED GRAV-     980,431.7   (mgal)                       NAVD 88
 RA0497
 RA0497  VERT ORDER  -  SECOND    CLASS 0
 RA0497
 RA0497.The horizontal coordinates were scaled from a topographic map and have
 RA0497.an estimated accuracy of +/- 6 seconds.
 RA0497
 RA0497.The orthometric height was determined by differential leveling
 RA0497.and adjusted in June 1991.
 RA0497
 RA0497.The geoid height was determined by GEOID03.
 RA0497
 RA0497.The dynamic height is computed by dividing the NAVD 88
 RA0497.geopotential number by the normal gravity value computed on the
 RA0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0497.degrees latitude (g = 980.6199 gals.).
 RA0497
 RA0497.The modeled gravity was interpolated from observed gravity values.
 RA0497
 RA0497;                    North         East    Units  Estimated Accuracy
 RA0497;SPC OR N     -   221,000.    2,785,470.      MT  (+/- 180 meters Scaled)
 RA0497
 RA0497                          SUPERSEDED SURVEY CONTROL
 RA0497
 RA0497  NGVD 29 (??/??/92)  571.954  (m)         1876.49   (f) ADJ UNCH    2 0
 RA0497
 RA0497.Superseded values are not recommended for survey control.
 RA0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0497.See file dsdata.txt to determine how the superseded data were derived.
 RA0497
 RA0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL125493(NAD 83)
 RA0497_MARKER: DB = BENCH MARK DISK
 RA0497_SETTING: 80 = SET IN A BOULDER
 RA0497_SP_SET: BOULDER
 RA0497_STAMPING: D 401 1945
 RA0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0497+STABILITY: SURFACE MOTION
 RA0497
 RA0497  HISTORY     - Date     Condition        Report By
 RA0497  HISTORY     - 1945     MONUMENTED       CGS
 RA0497
 RA0497                          STATION DESCRIPTION
 RA0497
 RA0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RA0497'2.8 MI N FROM IMNAHA.
 RA0497'2.8 MILES NORTH ALONG THE LOWER IMNAHA ROAD FROM THE POST OFFICE AT
 RA0497'IMNAHA, SET IN THE TOP OF A BOULDER, BETWEEN THE ROAD AND THE RIVER,
 RA0497'ON SOUTHWEST SLOPE OF HILL, ON OUTSIDE OF CURVE, 35 FEET SOUTHWEST OF
 RA0497'CENTER-LINE OR ROAD, 15 FEET SOUTHWEST OF FENCE, ABOUT 2 FEET ABOVE
 RA0497'ROAD LEVEL.  BRONZE BENCH MARK DISK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0727 ***********************************************************************
 RA0727  DESIGNATION -  D 402
 RA0727  PID         -  RA0727
 RA0727  STATE/COUNTY-  OR/WALLOWA
 RA0727  USGS QUAD   -  KINNEY LAKE (1990)
 RA0727
 RA0727                         *CURRENT SURVEY CONTROL
 RA0727  ___________________________________________________________________
 RA0727* NAD 83(1986)-  45 18 14.     (N)    117 04 04.     (W)     SCALED    
 RA0727* NAVD 88     -      1557.184  (meters)    5108.86   (feet)  ADJUSTED  
 RA0727  ___________________________________________________________________
 RA0727  GEOID HEIGHT-         -15.60  (meters)                     GEOID03
 RA0727  DYNAMIC HT  -        1556.643 (meters)    5107.09  (feet)  COMP
 RA0727  MODELED GRAV-     980,213.7   (mgal)                       NAVD 88
 RA0727
 RA0727  VERT ORDER  -  SECOND    CLASS 0
 RA0727
 RA0727.The horizontal coordinates were scaled from a topographic map and have
 RA0727.an estimated accuracy of +/- 6 seconds.
 RA0727
 RA0727.The orthometric height was determined by differential leveling
 RA0727.and adjusted in June 1991.
 RA0727
 RA0727.The geoid height was determined by GEOID03.
 RA0727
 RA0727.The dynamic height is computed by dividing the NAVD 88
 RA0727.geopotential number by the normal gravity value computed on the
 RA0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0727.degrees latitude (g = 980.6199 gals.).
 RA0727
 RA0727.The modeled gravity was interpolated from observed gravity values.
 RA0727
 RA0727;                    North         East    Units  Estimated Accuracy
 RA0727;SPC OR N     -   187,650.    2,769,080.      MT  (+/- 180 meters Scaled)
 RA0727
 RA0727                          SUPERSEDED SURVEY CONTROL
 RA0727
 RA0727  NGVD 29 (??/??/92) 1555.932  (m)         5104.75   (f) ADJ UNCH    2 0
 RA0727
 RA0727.Superseded values are not recommended for survey control.
 RA0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0727.See file dsdata.txt to determine how the superseded data were derived.
 RA0727
 RA0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML946167(NAD 83)
 RA0727_MARKER: DB = BENCH MARK DISK
 RA0727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RA0727_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RA0727_STAMPING: D 402 1945
 RA0727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0727+STABILITY: SURFACE MOTION
 RA0727
 RA0727  HISTORY     - Date     Condition        Report By
 RA0727  HISTORY     - 1945     MONUMENTED       CGS
 RA0727  HISTORY     - 19870817 MARK NOT FOUND   USPSQD
 RA0727
 RA0727                          STATION DESCRIPTION
 RA0727
 RA0727'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RA0727'12.6 MI SE FROM JOSEPH.
 RA0727'12.6 MILES SOUTHEAST ALONG LICK CREEK ROAD FROM THE POST OFFICE AT
 RA0727'JOSEPH, SET AT A Y ROAD LEADING EAST, 21 FEET SOUTH OF CENTER-LINE OF
 RA0727'ROAD, 15 FEET SOUTHWEST OF SIGNPOST INDICATING DISTANCE TO JOSEPH,
 RA0727'LICK CREEK R.S., AND HUFFMAN RANCH, AT GROVE OF LARGE PINES TREES, 0.6
 RA0727'FEET ABOVE GROUND.  BRONZE BENCH MARK DISK.
 RA0727
 RA0727                          STATION RECOVERY (1987)
 RA0727
 RA0727'RECOVERY NOTE BY US POWER SQUADRON 1987 (DEK)
 RA0727'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0394 ***********************************************************************
 RA0394  DESIGNATION -  D 403
 RA0394  PID         -  RA0394
 RA0394  STATE/COUNTY-  OR/WALLOWA
 RA0394  USGS QUAD   -  PUDERBAUGH RIDGE (1990)
 RA0394
 RA0394                         *CURRENT SURVEY CONTROL
 RA0394  ___________________________________________________________________
 RA0394* NAD 83(1986)-  45 13 36.     (N)    116 51 05.     (W)     SCALED    
 RA0394* NAVD 88     -      1108.318  (meters)    3636.21   (feet)  ADJUSTED  
 RA0394  ___________________________________________________________________
 RA0394  GEOID HEIGHT-         -15.43  (meters)                     GEOID03
 RA0394  DYNAMIC HT  -        1107.984 (meters)    3635.11  (feet)  COMP
 RA0394  MODELED GRAV-     980,277.1   (mgal)                       NAVD 88
 RA0394
 RA0394  VERT ORDER  -  SECOND    CLASS 0
 RA0394
 RA0394.The horizontal coordinates were scaled from a topographic map and have
 RA0394.an estimated accuracy of +/- 6 seconds.
 RA0394
 RA0394.The orthometric height was determined by differential leveling
 RA0394.and adjusted in June 1991.
 RA0394
 RA0394.The geoid height was determined by GEOID03.
 RA0394
 RA0394.The dynamic height is computed by dividing the NAVD 88
 RA0394.geopotential number by the normal gravity value computed on the
 RA0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0394.degrees latitude (g = 980.6199 gals.).
 RA0394
 RA0394.The modeled gravity was interpolated from observed gravity values.
 RA0394
 RA0394;                    North         East    Units  Estimated Accuracy
 RA0394;SPC OR N     -   179,820.    2,786,420.      MT  (+/- 180 meters Scaled)
 RA0394
 RA0394                          SUPERSEDED SURVEY CONTROL
 RA0394
 RA0394  NGVD 29 (??/??/92) 1107.130  (m)         3632.31   (f) ADJ UNCH    2 0
 RA0394
 RA0394.Superseded values are not recommended for survey control.
 RA0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0394.See file dsdata.txt to determine how the superseded data were derived.
 RA0394
 RA0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL116081(NAD 83)
 RA0394_MARKER: DB = BENCH MARK DISK
 RA0394_SETTING: 66 = SET IN ROCK OUTCROP
 RA0394_SP_SET: ROCK OUTCROP
 RA0394_STAMPING: D 403 1945
 RA0394_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA0394+STABILITY: POSITION/ELEVATION WELL
 RA0394
 RA0394  HISTORY     - Date     Condition        Report By
 RA0394  HISTORY     - 1945     MONUMENTED       CGS
 RA0394  HISTORY     - 19871024 MARK NOT FOUND   USPSQD
 RA0394
 RA0394                          STATION DESCRIPTION
 RA0394
 RA0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RA0394'26.7 MI S FROM IMNAHA.
 RA0394'26.7 MILES SOUTH ALONG THE UPPER IMNAHA ROAD FROM THE POST OFFICE AT
 RA0394'IMNAHA, ABOUT 50 FEET SOUTHWEST OF SUMMIT OF HILL, SET IN TOP OF ROCK
 RA0394'OUTCROP, 15 FEET NORTHWEST OF CENTER-LINE OF ROAD, 5 FEET SOUTH OF
 RA0394'PINE TREE WITH TRIANGLE BLAZE ON SOUTHEAST SIDE, ABOUT 4 FEET ABOVE
 RA0394'ROAD LEVEL, ABOUT 1.5 FEET ABOVE ROAD AT SUMMIT.  BRONZE BENCH MARK
 RA0394'DISK.
 RA0394
 RA0394                          STATION RECOVERY (1987)
 RA0394
 RA0394'RECOVERY NOTE BY US POWER SQUADRON 1987 (CDL)
 RA0394'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0963 ***********************************************************************
 QB0963  DESIGNATION -  D 404
 QB0963  PID         -  QB0963
 QB0963  STATE/COUNTY-  OR/BAKER
 QB0963  USGS QUAD   -  VIRTUE FLAT (1994)
 QB0963
 QB0963                         *CURRENT SURVEY CONTROL
 QB0963  ___________________________________________________________________
 QB0963* NAD 83(1986)-  44 48 31.     (N)    117 41 16.     (W)     SCALED    
 QB0963* NAVD 88     -      1082.554  (meters)    3551.68   (feet)  ADJUSTED  
 QB0963  ___________________________________________________________________
 QB0963  GEOID HEIGHT-         -16.97  (meters)                     GEOID03
 QB0963  DYNAMIC HT  -        1082.226 (meters)    3550.60  (feet)  COMP
 QB0963  MODELED GRAV-     980,277.5   (mgal)                       NAVD 88
 QB0963
 QB0963  VERT ORDER  -  SECOND    CLASS 0
 QB0963
 QB0963.The horizontal coordinates were scaled from a topographic map and have
 QB0963.an estimated accuracy of +/- 6 seconds.
 QB0963
 QB0963.The orthometric height was determined by differential leveling
 QB0963.and adjusted in June 1991.
 QB0963
 QB0963.The geoid height was determined by GEOID03.
 QB0963
 QB0963.The dynamic height is computed by dividing the NAVD 88
 QB0963.geopotential number by the normal gravity value computed on the
 QB0963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0963.degrees latitude (g = 980.6199 gals.).
 QB0963
 QB0963.The modeled gravity was interpolated from observed gravity values.
 QB0963
 QB0963;                    North         East    Units  Estimated Accuracy
 QB0963;SPC OR N     -   130,770.    2,722,410.      MT  (+/- 180 meters Scaled)
 QB0963
 QB0963                          SUPERSEDED SURVEY CONTROL
 QB0963
 QB0963  NGVD 29 (??/??/92) 1081.452  (m)         3548.06   (f) ADJ UNCH    2 0
 QB0963
 QB0963.Superseded values are not recommended for survey control.
 QB0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0963.See file dsdata.txt to determine how the superseded data were derived.
 QB0963
 QB0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK456619(NAD 83)
 QB0963_MARKER: DB = BENCH MARK DISK
 QB0963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0963_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0963_STAMPING: D 404 1945
 QB0963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0963+STABILITY: SURFACE MOTION
 QB0963
 QB0963  HISTORY     - Date     Condition        Report By
 QB0963  HISTORY     - 1945     MONUMENTED       CGS
 QB0963  HISTORY     - 1967     MARK NOT FOUND   NGS
 QB0963
 QB0963                          STATION DESCRIPTION
 QB0963
 QB0963'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QB0963'9.1 MI E FROM BAKER.
 QB0963'9.1 MILES EAST ALONG STATE HIGHWAY NO. 86 FROM THE POST OFFICE AT
 QB0963'BAKER, SET IN TOP OF CONCRETE POST PROTRUDING 0.6 FEET ABOVE GROUND
 QB0963'LEVEL, 36 FEET SOUTH OF CENTER-LINE OF HIGHWAY, AT WEST END OF SMALL
 QB0963'FILL.
 QB0963
 QB0963                          STATION RECOVERY (1967)
 QB0963
 QB0963'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 QB0963'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0870 ***********************************************************************
 RA0870  DESIGNATION -  D 405
 RA0870  PID         -  RA0870
 RA0870  STATE/COUNTY-  OR/UNION
 RA0870  USGS QUAD   -  ELGIN (1995)
 RA0870
 RA0870                         *CURRENT SURVEY CONTROL
 RA0870  ___________________________________________________________________
 RA0870* NAD 83(1986)-  45 36 35.     (N)    117 54 06.     (W)     SCALED    
 RA0870* NAVD 88     -       797.391  (meters)    2616.11   (feet)  ADJUSTED  
 RA0870  ___________________________________________________________________
 RA0870  GEOID HEIGHT-         -18.06  (meters)                     GEOID03
 RA0870  DYNAMIC HT  -         797.226 (meters)    2615.57  (feet)  COMP
 RA0870  MODELED GRAV-     980,383.1   (mgal)                       NAVD 88
 RA0870
 RA0870  VERT ORDER  -  SECOND    CLASS 0
 RA0870
 RA0870.The horizontal coordinates were scaled from a topographic map and have
 RA0870.an estimated accuracy of +/- 6 seconds.
 RA0870
 RA0870.The orthometric height was determined by differential leveling
 RA0870.and adjusted in June 1991.
 RA0870
 RA0870.The geoid height was determined by GEOID03.
 RA0870
 RA0870.The dynamic height is computed by dividing the NAVD 88
 RA0870.geopotential number by the normal gravity value computed on the
 RA0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0870.degrees latitude (g = 980.6199 gals.).
 RA0870
 RA0870.The modeled gravity was interpolated from observed gravity values.
 RA0870
 RA0870;                    North         East    Units  Estimated Accuracy
 RA0870;SPC OR N     -   219,180.    2,702,640.      MT  (+/- 180 meters Scaled)
 RA0870
 RA0870                          SUPERSEDED SURVEY CONTROL
 RA0870
 RA0870  NGVD 29 (??/??/92)  796.284  (m)         2612.48   (f) ADJ UNCH    2 0
 RA0870
 RA0870.Superseded values are not recommended for survey control.
 RA0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0870.See file dsdata.txt to determine how the superseded data were derived.
 RA0870
 RA0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML296510(NAD 83)
 RA0870_MARKER: DB = BENCH MARK DISK
 RA0870_SETTING: 80 = SET IN A BOULDER
 RA0870_SP_SET: BOULDER
 RA0870_STAMPING: D 405 1945
 RA0870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0870+STABILITY: SURFACE MOTION
 RA0870
 RA0870  HISTORY     - Date     Condition        Report By
 RA0870  HISTORY     - 1945     MONUMENTED       CGS
 RA0870
 RA0870                          STATION DESCRIPTION
 RA0870
 RA0870'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RA0870'3.1 MI N FROM ELGIN.
 RA0870'ALONG UNION PACIFIC RAILROAD, AT SOUTH END OF SMALL CUT, 44 FEET WEST
 RA0870'OF AND ACROSS TRACK FROM EDGE OF WATER IN GRANDE RONDE RIVER, 39.0
 RA0870'FEET SOUTHWEST OF AND ACROSS TRACK FROM GULLING ONE MILE SIGN BOARD,
 RA0870'23.0 FEET WEST OF CENTERLINE OF TRACK, 20.0 FEET SOUTH OF THE SECOND
 RA0870'POLE SOUTH OF TELEPHONE POLE MARKING MILAGE 23 3/4 (A POLE WITH THREE
 RA0870'WHITE STRIPES PAINTED ON IT), SET IN TOP OF NORTHEAST END OF LARGE
 RA0870'EMBEDDED BOULDER ABOUT 7 FEET BELOW TRACK, 3.1 MILES NORTH OF THE
 RA0870'UNION PACIFIC RAILROAD STATION AT ELGIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0832 ***********************************************************************
 RA0832  DESIGNATION -  D 406
 RA0832  PID         -  RA0832
 RA0832  STATE/COUNTY-  OR/UNION
 RA0832  USGS QUAD   -  IMBLER (1994)
 RA0832
 RA0832                         *CURRENT SURVEY CONTROL
 RA0832  ___________________________________________________________________
 RA0832* NAD 83(1986)-  45 23 11.     (N)    117 54 05.     (W)     SCALED    
 RA0832* NAVD 88     -       822.178  (meters)    2697.43   (feet)  ADJUSTED  
 RA0832  ___________________________________________________________________
 RA0832  GEOID HEIGHT-         -17.72  (meters)                     GEOID03
 RA0832  DYNAMIC HT  -         821.980 (meters)    2696.78  (feet)  COMP
 RA0832  MODELED GRAV-     980,349.6   (mgal)                       NAVD 88
 RA0832
 RA0832  VERT ORDER  -  SECOND    CLASS 0
 RA0832
 RA0832.The horizontal coordinates were scaled from a topographic map and have
 RA0832.an estimated accuracy of +/- 6 seconds.
 RA0832
 RA0832.The orthometric height was determined by differential leveling
 RA0832.and adjusted in June 1991.
 RA0832
 RA0832.The geoid height was determined by GEOID03.
 RA0832
 RA0832.The dynamic height is computed by dividing the NAVD 88
 RA0832.geopotential number by the normal gravity value computed on the
 RA0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0832.degrees latitude (g = 980.6199 gals.).
 RA0832
 RA0832.The modeled gravity was interpolated from observed gravity values.
 RA0832
 RA0832;                    North         East    Units  Estimated Accuracy
 RA0832;SPC OR N     -   194,370.    2,703,460.      MT  (+/- 180 meters Scaled)
 RA0832
 RA0832                          SUPERSEDED SURVEY CONTROL
 RA0832
 RA0832  NGVD 29 (??/??/92)  821.072  (m)         2693.80   (f) ADJ UNCH    2 0
 RA0832
 RA0832.Superseded values are not recommended for survey control.
 RA0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0832.See file dsdata.txt to determine how the superseded data were derived.
 RA0832
 RA0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML294262(NAD 83)
 RA0832_MARKER: DB = BENCH MARK DISK
 RA0832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RA0832_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RA0832_STAMPING: D 406 1945
 RA0832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0832+STABILITY: SURFACE MOTION
 RA0832
 RA0832  HISTORY     - Date     Condition        Report By
 RA0832  HISTORY     - 1945     MONUMENTED       CGS
 RA0832
 RA0832                          STATION DESCRIPTION
 RA0832
 RA0832'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RA0832'5.85 MI E FROM ALICEL.
 RA0832'ALONG GRANDE RONDE RIVER, 1.5 MILE SOUTH ALONG STATE HIGHWAY NO. 82,
 RA0832'THENCE 4.2 MILES EAST ALONG LOWER COVE ROAD TO PRIVATE ROAD LEADING
 RA0832'NORTH ALONG WEST SIDE OF RAIL FENCE, THENCE 0.15 MILE NORTH ALONG
 RA0832'PRIVATE ROAD ALONG WEST SIDE OF RAIL FENCE TO BANK OF RIVER, 0.4 MILE
 RA0832'WEST ALONG LOWER COVE ROAD FROM JUNCTION OF DIRT ROAD LEADING SOUTH,
 RA0832'THENCE 0.15 MILE NORTH ALONG PRIVATE ROAD, AT FENCE CORNER WHERE RAIL
 RA0832'FENCE AND NET WIRE FENCE COME TOGETHER, 26.0 FEET SOUTHEAST OF BANK OF
 RA0832'RIVER, 13.0 FEET SOUTHWEST OF END POST FOR NET WIRE FENCE, 2.4 FEET
 RA0832'SOUTH OF REFERENCE POST, SET IN TOP OF CONCRETE POST PROJECTING 0.1
 RA0832'FOOT ABOVE GROUND.  NOTE-- THE MILAGE DISTANCE FROM NEAREST TOWN BEGIN
 RA0832'AT THE GRAIN ELEVATOR AT ALICEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0134 ***********************************************************************
 RB0134  DESIGNATION -  D 407
 RB0134  PID         -  RB0134
 RB0134  STATE/COUNTY-  OR/UNION
 RB0134  USGS QUAD   -  LA GRANDE (1994)
 RB0134
 RB0134                         *CURRENT SURVEY CONTROL
 RB0134  ___________________________________________________________________
 RB0134* NAD 83(1991)-  45 19 15.59185(N)    118 05 21.05547(W)     ADJUSTED  
 RB0134* NAVD 88     -       859.387  (meters)    2819.51   (feet)  ADJUSTED  
 RB0134  ___________________________________________________________________
 RB0134  LAPLACE CORR-          -3.86  (seconds)                    DEFLEC99
 RB0134  GEOID HEIGHT-         -17.77  (meters)                     GEOID03
 RB0134  DYNAMIC HT  -         859.190 (meters)    2818.86  (feet)  COMP
 RB0134  MODELED GRAV-     980,358.0   (mgal)                       NAVD 88
 RB0134
 RB0134  HORZ ORDER  -  SECOND
 RB0134  VERT ORDER  -  FIRST     CLASS II
 RB0134
 RB0134.The horizontal coordinates were established by classical geodetic methods
 RB0134.and adjusted by the National Geodetic Survey in October 1991.
 RB0134
 RB0134.The orthometric height was determined by differential leveling
 RB0134.and adjusted in June 1991.
 RB0134
 RB0134.The Laplace correction was computed from DEFLEC99 derived deflections.
 RB0134
 RB0134.The geoid height was determined by GEOID03.
 RB0134
 RB0134.The dynamic height is computed by dividing the NAVD 88
 RB0134.geopotential number by the normal gravity value computed on the
 RB0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0134.degrees latitude (g = 980.6199 gals.).
 RB0134
 RB0134.The modeled gravity was interpolated from observed gravity values.
 RB0134
 RB0134;                    North         East     Units Scale Factor Converg.
 RB0134;SPC OR N     -   186,651.681 2,688,973.687   MT  0.99989811   +1 42 35.0
 RB0134;SPC OR N     -   612,374.28  8,822,092.15   iFT  0.99989811   +1 42 35.0
 RB0134;UTM  11      - 5,019,187.153   414,636.519   MT  0.99968959   -0 46 28.3
 RB0134
 RB0134!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RB0134!SPC OR N     -   0.99986807  x   0.99989811  =   0.99976619
 RB0134!UTM  11      -   0.99986807  x   0.99968959  =   0.99955770
 RB0134
 RB0134                          SUPERSEDED SURVEY CONTROL
 RB0134
 RB0134  NAD 83(1986)-  45 19 15.59189(N)    118 05 21.04454(W) AD(       ) 2
 RB0134  NAD 27      -  45 19 16.10813(N)    118 05 17.24945(W) AD(       ) 2
 RB0134  NGVD 29 (??/??/92)  858.309  (m)         2815.97   (f) ADJ UNCH    1 2
 RB0134
 RB0134.Superseded values are not recommended for survey control.
 RB0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0134.See file dsdata.txt to determine how the superseded data were derived.
 RB0134
 RB0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML1463719187(NAD 83)
 RB0134_MARKER: DB = BENCH MARK DISK
 RB0134_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RB0134_SP_SET: MONUMENT
 RB0134_STAMPING: D 407 1945
 RB0134_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RB0134
 RB0134  HISTORY     - Date     Condition        Report By
 RB0134  HISTORY     - 1946     MONUMENTED       CGS
 RB0134  HISTORY     - 1972     GOOD             NGS
 RB0134
 RB0134                          STATION DESCRIPTION
 RB0134
 RB0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JTJ)
 RB0134'LOCATED BY DISTANCE AND DIRECTION, STATION COLLEGE.
 RB0134'
 RB0134'THE STATION IS LOCATED ON THE CAMPUS OF THE EASTERN OREGON
 RB0134'COLLEGE OF EDUCATION IN LA GRANDE.  JUST OFF THE EAST EDGE OF
 RB0134'THE LAWN BETWEEN THE MAIN BUILDING AND THE DORMITORY, ABOUT 125
 RB0134'FEET EAST OF A PARKING AREA.
 RB0134'
 RB0134'THE MARK IS A STANDARD BRONZE UNITED STATES COAST AND GEODETIC
 RB0134'SURVEY BENCH MARK SET IN A CIRCULAR POST OF CONCRETE FLUSH WITH
 RB0134'THE GROUND SURFACE.  STAMPED D 407 1945.  (SEE DESCRIPTION FOR
 RB0134'STATION COLLEGE 1946)
 RB0134
 RB0134                          STATION RECOVERY (1972)
 RB0134
 RB0134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 RB0134'IN LAGRANDE.
 RB0134'AT THE EAST EDGE OF THE LAWN OF THE EASTERN OREGON COLLEGE OF
 RB0134'EDUCATION, 230 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE MAIN
 RB0134'BUILDING, 22 1/2 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE HEDGE,
 RB0134'20.7 FEET EAST-SOUTHEAST OF TRIANGULATION STATION COLLEGE 1946, 3.5
 RB0134'FEET SOUTHEAST OF THE NINTH POST FROM THE NORTH END OF THE FENCE, 2.5
 RB0134'FEET EAST OF THE FENCE, AND 1 FOOT BELOW THE SURFACE SET IN A CONCRETE
 RB0134'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0096 ***********************************************************************
 QD0096  DESIGNATION -  D 408
 QD0096  PID         -  QD0096
 QD0096  STATE/COUNTY-  OR/WHEELER
 QD0096  USGS QUAD   -  SERVICE CREEK (1987)
 QD0096
 QD0096                         *CURRENT SURVEY CONTROL
 QD0096  ___________________________________________________________________
 QD0096* NAD 83(1986)-  44 45 10.     (N)    120 05 52.     (W)     SCALED    
 QD0096* NAVD 88     -       491.139  (meters)    1611.35   (feet)  ADJUSTED  
 QD0096  ___________________________________________________________________
 QD0096  GEOID HEIGHT-         -20.20  (meters)                     GEOID03
 QD0096  DYNAMIC HT  -         490.995 (meters)    1610.87  (feet)  COMP
 QD0096  MODELED GRAV-     980,310.1   (mgal)                       NAVD 88
 QD0096
 QD0096  VERT ORDER  -  SECOND    CLASS 0
 QD0096
 QD0096.The horizontal coordinates were scaled from a topographic map and have
 QD0096.an estimated accuracy of +/- 6 seconds.
 QD0096
 QD0096.The orthometric height was determined by differential leveling
 QD0096.and adjusted in June 1991.
 QD0096
 QD0096.The geoid height was determined by GEOID03.
 QD0096
 QD0096.The dynamic height is computed by dividing the NAVD 88
 QD0096.geopotential number by the normal gravity value computed on the
 QD0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0096.degrees latitude (g = 980.6199 gals.).
 QD0096
 QD0096.The modeled gravity was interpolated from observed gravity values.
 QD0096
 QD0096;                    North         East    Units  Estimated Accuracy
 QD0096;SPC OR N     -   120,770.    2,531,850.      MT  (+/- 180 meters Scaled)
 QD0096
 QD0096                          SUPERSEDED SURVEY CONTROL
 QD0096
 QD0096  NGVD 29 (??/??/92)  489.994  (m)         1607.59   (f) ADJ UNCH    2 0
 QD0096
 QD0096.Superseded values are not recommended for survey control.
 QD0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0096.See file dsdata.txt to determine how the superseded data were derived.
 QD0096
 QD0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGQ297595(NAD 83)
 QD0096_MARKER: DB = BENCH MARK DISK
 QD0096_SETTING: 66 = SET IN ROCK OUTCROP
 QD0096_SP_SET: ROCK CLIFF
 QD0096_STAMPING: D 408 1946
 QD0096_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QD0096+STABILITY: POSITION/ELEVATION WELL
 QD0096
 QD0096  HISTORY     - Date     Condition        Report By
 QD0096  HISTORY     - 1946     MONUMENTED       CGS
 QD0096  HISTORY     - 1965     MARK NOT FOUND   NGS
 QD0096
 QD0096                          STATION DESCRIPTION
 QD0096
 QD0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 QD0096'4.5 MI NE FROM TWICKENHAM.
 QD0096'4.5 MILES NORTHEAST ALONG THE EAST BANK OF THE RIVER FROM THE BRIDGE
 QD0096'OVER THE JOHN DAY RIVER AT TWICKENHAM, FOLLOW A PRIVATE RANCH ROAD
 QD0096'ALONG THE NORTH BANK OF THE JOHN DAY RIVER FOR 4.4 MILES TO A SMALL
 QD0096'HOUSE AT THE NORTHEAST END OF A FIELD.  CONTINUE ALONG THE RIVER FOR
 QD0096'0.1 MILE TO THE BENCH MARK.  ABOUT 0.2 MILE SOUTH OF THE SOUTH END OF
 QD0096'A LONG, FLAT CIRCULAR BAR.  ABOUT 0.1 MILE NORTH OF A SMALL HOUSE AT
 QD0096'THE NORTH END OF A FIELD.  ABOUT 0.1 MILE NORTH OF A RAPIDS.  15 FEET
 QD0096'WEST OF A TRAIL PASSING OVER A BLUFF.  ON TOP OF A PROMINENT,
 QD0096'VERTICAL, ROCK CLIFF ABOUT 30 FEET ABOVE THE RIVER.
 QD0096
 QD0096                          STATION RECOVERY (1965)
 QD0096
 QD0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 QD0096'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0527 ***********************************************************************
 RA0527  DESIGNATION -  D 409
 RA0527  PID         -  RA0527
 RA0527  STATE/COUNTY-  OR/WALLOWA
 RA0527  USGS QUAD   -  TROY (1995)
 RA0527
 RA0527                         *CURRENT SURVEY CONTROL
 RA0527  ___________________________________________________________________
 RA0527* NAD 83(1986)-  45 58 51.     (N)    117 23 26.     (W)     SCALED    
 RA0527* NAVD 88     -       464.921  (meters)    1525.33   (feet)  ADJUSTED  
 RA0527  ___________________________________________________________________
 RA0527  GEOID HEIGHT-         -17.58  (meters)                     GEOID03
 RA0527  DYNAMIC HT  -         464.828 (meters)    1525.02  (feet)  COMP
 RA0527  MODELED GRAV-     980,403.9   (mgal)                       NAVD 88
 RA0527
 RA0527  VERT ORDER  -  SECOND    CLASS 0
 RA0527
 RA0527.The horizontal coordinates were scaled from a topographic map and have
 RA0527.an estimated accuracy of +/- 6 seconds.
 RA0527
 RA0527.The orthometric height was determined by differential leveling
 RA0527.and adjusted in June 1991.
 RA0527
 RA0527.The geoid height was determined by GEOID03.
 RA0527
 RA0527.The dynamic height is computed by dividing the NAVD 88
 RA0527.geopotential number by the normal gravity value computed on the
 RA0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0527.degrees latitude (g = 980.6199 gals.).
 RA0527
 RA0527.The modeled gravity was interpolated from observed gravity values.
 RA0527
 RA0527;                    North         East    Units  Estimated Accuracy
 RA0527;SPC OR N     -   261,800.    2,740,890.      MT  (+/- 180 meters Scaled)
 RA0527
 RA0527                          SUPERSEDED SURVEY CONTROL
 RA0527
 RA0527  NGVD 29 (??/??/92)  463.82   (m)         1521.7    (f) COMPUTED    2 0
 RA0527
 RA0527.Superseded values are not recommended for survey control.
 RA0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0527.See file dsdata.txt to determine how the superseded data were derived.
 RA0527
 RA0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML697919(NAD 83)
 RA0527_MARKER: DB = BENCH MARK DISK
 RA0527_SETTING: 80 = SET IN A BOULDER
 RA0527_SP_SET: BOULDER
 RA0527_STAMPING: D 409 1945
 RA0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0527+STABILITY: SURFACE MOTION
 RA0527
 RA0527  HISTORY     - Date     Condition        Report By
 RA0527  HISTORY     - 1945     MONUMENTED       CGS
 RA0527
 RA0527                          STATION DESCRIPTION
 RA0527
 RA0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RA0527'4.6 MI NE FROM TROY.
 RA0527'4.6 MILES NORTH EAST OF TROY POST OFFICE, ALONG TROY-ANATONE ROAD,
 RA0527'0.55 MILES SOUTHWEST OF A WOODEN BRIDGE OVER GROUSE CREEK, 24.5 FEET
 RA0527'EAST OF THE CENTER LINE OF THE ROAD, 3 FEET WEST OF A WHITE REFERENCE
 RA0527'POST.  A BRONZE DISK, SET IN A DRILL HOLE IN AN EMBEDDED BOULDER, 2
 RA0527'FEET BELOW LEVEL OF THE ROAD AND FLUSH WITH THE SURFACE OF THE GROUND.
 RA0527'THIS BOULDER IS AT THE SOUTH END OF A CLEARING AT A U TURN IN THE
 RA0527'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0274 ***********************************************************************
 QC0274  DESIGNATION -  D 412
 QC0274  PID         -  QC0274
 QC0274  STATE/COUNTY-  OR/GRANT
 QC0274  USGS QUAD   -  SLICKEAR MOUNTAIN (1995)
 QC0274
 QC0274                         *CURRENT SURVEY CONTROL
 QC0274  ___________________________________________________________________
 QC0274* NAD 83(1986)-  44 54 29.     (N)    119 17 00.     (W)     SCALED    
 QC0274* NAVD 88     -       678.006  (meters)    2224.42   (feet)  ADJUSTED  
 QC0274  ___________________________________________________________________
 QC0274  GEOID HEIGHT-         -19.03  (meters)                     GEOID03
 QC0274  DYNAMIC HT  -         677.808 (meters)    2223.78  (feet)  COMP
 QC0274  MODELED GRAV-     980,305.0   (mgal)                       NAVD 88
 QC0274
 QC0274  VERT ORDER  -  SECOND    CLASS 0
 QC0274
 QC0274.The horizontal coordinates were scaled from a topographic map and have
 QC0274.an estimated accuracy of +/- 6 seconds.
 QC0274
 QC0274.The orthometric height was determined by differential leveling
 QC0274.and adjusted in June 1991.
 QC0274
 QC0274.The geoid height was determined by GEOID03.
 QC0274
 QC0274.The dynamic height is computed by dividing the NAVD 88
 QC0274.geopotential number by the normal gravity value computed on the
 QC0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0274.degrees latitude (g = 980.6199 gals.).
 QC0274
 QC0274.The modeled gravity was interpolated from observed gravity values.
 QC0274
 QC0274;                    North         East    Units  Estimated Accuracy
 QC0274;SPC OR N     -   138,670.    2,596,070.      MT  (+/- 180 meters Scaled)
 QC0274
 QC0274                          SUPERSEDED SURVEY CONTROL
 QC0274
 QC0274  NGVD 29 (??/??/92)  676.858  (m)         2220.66   (f) ADJ UNCH    2 0
 QC0274
 QC0274.Superseded values are not recommended for survey control.
 QC0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0274.See file dsdata.txt to determine how the superseded data were derived.
 QC0274
 QC0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK197752(NAD 83)
 QC0274_MARKER: DB = BENCH MARK DISK
 QC0274_SETTING: 80 = SET IN A BOULDER
 QC0274_SP_SET: BOULDER
 QC0274_STAMPING: D 412 1946
 QC0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0274+STABILITY: SURFACE MOTION
 QC0274
 QC0274  HISTORY     - Date     Condition        Report By
 QC0274  HISTORY     - 1946     MONUMENTED       CGS
 QC0274
 QC0274                          STATION DESCRIPTION
 QC0274
 QC0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 QC0274'12.4 MI W FROM RITTER.
 QC0274'12.4 MILES WEST ALONG THE MIDDLE FORK OF THE JOHN DAY RIVER FROM
 QC0274'RITTER, ON NORTH BANK, AT WEST END OF BEND IN RIVER FROM NORTH TO
 QC0274'WEST, SET IN LARGE BOULDER OPPOSITE RED ROCK BLUFFS, 30 FEET EAST OF
 QC0274'MEDIUM SIZE PINE WITH TRIANGLE BLAZE FACING UP RIVER, ABOUT 10 FEET
 QC0274'NORTH OF LOW WATER LINE, ABOUT 7 FEET ABOVE LOW WATER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0855 ***********************************************************************
 RA0855  DESIGNATION -  D 413
 RA0855  PID         -  RA0855
 RA0855  STATE/COUNTY-  OR/WALLOWA
 RA0855  USGS QUAD   -  DEEP CREEK (1995)
 RA0855
 RA0855                         *CURRENT SURVEY CONTROL
 RA0855  ___________________________________________________________________
 RA0855* NAD 83(1986)-  45 50 22.     (N)    117 44 24.     (W)     SCALED    
 RA0855* NAVD 88     -       641.925  (meters)    2106.05   (feet)  ADJUSTED  
 RA0855  ___________________________________________________________________
 RA0855  GEOID HEIGHT-         -17.86  (meters)                     GEOID03
 RA0855  DYNAMIC HT  -         641.734 (meters)    2105.42  (feet)  COMP
 RA0855  MODELED GRAV-     980,301.0   (mgal)                       NAVD 88
 RA0855
 RA0855  VERT ORDER  -  SECOND    CLASS 0
 RA0855
 RA0855.The horizontal coordinates were scaled from a topographic map and have
 RA0855.an estimated accuracy of +/- 6 seconds.
 RA0855
 RA0855.The orthometric height was determined by differential leveling
 RA0855.and adjusted in June 1991.
 RA0855
 RA0855.The geoid height was determined by GEOID03.
 RA0855
 RA0855.The dynamic height is computed by dividing the NAVD 88
 RA0855.geopotential number by the normal gravity value computed on the
 RA0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0855.degrees latitude (g = 980.6199 gals.).
 RA0855
 RA0855.The modeled gravity was interpolated from observed gravity values.
 RA0855
 RA0855;                    North         East    Units  Estimated Accuracy
 RA0855;SPC OR N     -   245,110.    2,714,370.      MT  (+/- 180 meters Scaled)
 RA0855
 RA0855                          SUPERSEDED SURVEY CONTROL
 RA0855
 RA0855  NGVD 29 (??/??/92)  640.759  (m)         2102.22   (f) ADJ UNCH    2 0
 RA0855
 RA0855.Superseded values are not recommended for survey control.
 RA0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0855.See file dsdata.txt to determine how the superseded data were derived.
 RA0855
 RA0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML425764(NAD 83)
 RA0855_MARKER: DB = BENCH MARK DISK
 RA0855_SETTING: 66 = SET IN ROCK OUTCROP
 RA0855_SP_SET: LAVA ROCK
 RA0855_STAMPING: D 413 1946
 RA0855_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA0855+STABILITY: POSITION/ELEVATION WELL
 RA0855
 RA0855  HISTORY     - Date     Condition        Report By
 RA0855  HISTORY     - 1946     MONUMENTED       CGS
 RA0855  HISTORY     - 1967     GOOD             USGS
 RA0855  HISTORY     - 19671031 GOOD             USPSQD
 RA0855
 RA0855                          STATION DESCRIPTION
 RA0855
 RA0855'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 RA0855'10.4 MI N FROM RONDOWA.
 RA0855'10.4 MILES NORTH OF RONDOWA ALONG THE GRANDE RONDE RIVER, SET IN A
 RA0855'SMALL LAVA ROCK PROTRUDING SLIGHTLY ABOVE GROUND, ON THE SOUTHEAST
 RA0855'BANK OF THE RIVER, DIRECTLY BELOW A HUGE RIM ROCK BLUFF, OPPOSITE THE
 RA0855'CENTER OF A LARGE BAR THAT APPARENTLY WAS 2 SMALL ISLANDS IN 1946,
 RA0855'ALSO OPPOSITE AN EXTRA WIDE, SHALLOW SECTION OF THE RIVER, 8 FEET
 RA0855'ABOVE HIGH WATER LEVEL, 7 FEET SOUTH OF A SMALL LONE PINE TREE WITH A
 RA0855'DEAD TOP AND A TRIANGULAR BLAZE FACING MARK.
 RA0855
 RA0855                          STATION RECOVERY (1967)
 RA0855
 RA0855'RECOVERY NOTE BY US POWER SQUADRON 1967 (CGM)
 RA0855'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0602 ***********************************************************************
 QB0602  DESIGNATION -  D 414
 QB0602  PID         -  QB0602
 QB0602  STATE/COUNTY-  OR/BAKER
 QB0602  USGS QUAD   -  RICHLAND (1987)
 QB0602
 QB0602                         *CURRENT SURVEY CONTROL
 QB0602  ___________________________________________________________________
 QB0602* NAD 83(1986)-  44 47 06.     (N)    117 13 44.     (W)     SCALED    
 QB0602* NAVD 88     -       759.425  (meters)    2491.55   (feet)  ADJUSTED  
 QB0602  ___________________________________________________________________
 QB0602  GEOID HEIGHT-         -16.51  (meters)                     GEOID03
 QB0602  DYNAMIC HT  -         759.223 (meters)    2490.88  (feet)  COMP
 QB0602  MODELED GRAV-     980,327.8   (mgal)                       NAVD 88
 QB0602
 QB0602  VERT ORDER  -  SECOND    CLASS 0
 QB0602
 QB0602.The horizontal coordinates were scaled from a topographic map and have
 QB0602.an estimated accuracy of +/- 6 seconds.
 QB0602
 QB0602.The orthometric height was determined by differential leveling
 QB0602.and adjusted in June 1991.
 QB0602
 QB0602.The geoid height was determined by GEOID03.
 QB0602
 QB0602.The dynamic height is computed by dividing the NAVD 88
 QB0602.geopotential number by the normal gravity value computed on the
 QB0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0602.degrees latitude (g = 980.6199 gals.).
 QB0602
 QB0602.The modeled gravity was interpolated from observed gravity values.
 QB0602
 QB0602;                    North         East    Units  Estimated Accuracy
 QB0602;SPC OR N     -   129,510.    2,758,790.      MT  (+/- 180 meters Scaled)
 QB0602
 QB0602                          SUPERSEDED SURVEY CONTROL
 QB0602
 QB0602  NGVD 29 (??/??/92)  758.392  (m)         2488.16   (f) ADJ UNCH    2 0
 QB0602
 QB0602.Superseded values are not recommended for survey control.
 QB0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0602.See file dsdata.txt to determine how the superseded data were derived.
 QB0602
 QB0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK818590(NAD 83)
 QB0602_MARKER: DB = BENCH MARK DISK
 QB0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0602_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0602_STAMPING: D-414 1945
 QB0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0602+STABILITY: SURFACE MOTION
 QB0602
 QB0602  HISTORY     - Date     Condition        Report By
 QB0602  HISTORY     - 1945     MONUMENTED       CGS
 QB0602  HISTORY     - 19850815 MARK NOT FOUND   USPSQD
 QB0602
 QB0602                          STATION DESCRIPTION
 QB0602
 QB0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QB0602'4.2 MI W FROM RICHLAND.
 QB0602'4.2 MILES WEST ALONG STATE HIGHWAY NO. 86 FROM THE POST OFFICE AT
 QB0602'RICHLAND, SET IN TOP OF CONCRETE POST, 0.6 FOOT ABOVE LEVEL OF THE
 QB0602'GROUND, 1.1 MILES EAST OF BENCH MARK C-414, 100 FEET SOUTH OF RANCH
 QB0602'HOUSE, 19 FEET SOUTH OF THE CENTER-LINE OF THE HIGHWAY, 45 FEET EAST
 QB0602'OF 30 INCH CULVERT, 6 FEET WEST OF FENCE CORNER, AND 2.0 FEET EAST OF
 QB0602'A WHITE WOODEN WITNESS POST.
 QB0602
 QB0602                          STATION RECOVERY (1985)
 QB0602
 QB0602'RECOVERY NOTE BY US POWER SQUADRON 1985 (TGL)
 QB0602'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0519 ***********************************************************************
 QC0519  DESIGNATION -  D 415
 QC0519  PID         -  QC0519
 QC0519  STATE/COUNTY-  OR/GRANT
 QC0519  USGS QUAD   -  MT MISERY (1990)
 QC0519
 QC0519                         *CURRENT SURVEY CONTROL
 QC0519  ___________________________________________________________________
 QC0519* NAD 83(1986)-  44 37 53.     (N)    119 38 12.     (W)     SCALED    
 QC0519* NAVD 88     -       637.089  (meters)    2090.18   (feet)  ADJUSTED  
 QC0519  ___________________________________________________________________
 QC0519  GEOID HEIGHT-         -19.21  (meters)                     GEOID03
 QC0519  DYNAMIC HT  -         636.916 (meters)    2089.62  (feet)  COMP
 QC0519  MODELED GRAV-     980,327.6   (mgal)                       NAVD 88
 QC0519
 QC0519  VERT ORDER  -  FIRST     CLASS II
 QC0519
 QC0519.The horizontal coordinates were scaled from a topographic map and have
 QC0519.an estimated accuracy of +/- 6 seconds.
 QC0519
 QC0519.The orthometric height was determined by differential leveling
 QC0519.and adjusted in June 1991.
 QC0519
 QC0519.The geoid height was determined by GEOID03.
 QC0519
 QC0519.The dynamic height is computed by dividing the NAVD 88
 QC0519.geopotential number by the normal gravity value computed on the
 QC0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0519.degrees latitude (g = 980.6199 gals.).
 QC0519
 QC0519.The modeled gravity was interpolated from observed gravity values.
 QC0519
 QC0519;                    North         East    Units  Estimated Accuracy
 QC0519;SPC OR N     -   107,570.    2,568,500.      MT  (+/- 180 meters Scaled)
 QC0519
 QC0519                          SUPERSEDED SURVEY CONTROL
 QC0519
 QC0519  NGVD 29 (??/??/92)  635.97   (m)         2086.5    (f) COMPUTED    1 2
 QC0519
 QC0519.Superseded values are not recommended for survey control.
 QC0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0519.See file dsdata.txt to determine how the superseded data were derived.
 QC0519
 QC0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKK908453(NAD 83)
 QC0519_MARKER: DB = BENCH MARK DISK
 QC0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0519_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QC0519_STAMPING: D 415 1945
 QC0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0519+STABILITY: SURFACE MOTION
 QC0519
 QC0519  HISTORY     - Date     Condition        Report By
 QC0519  HISTORY     - 1945     MONUMENTED       CGS
 QC0519
 QC0519                          STATION DESCRIPTION
 QC0519
 QC0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QC0519'10.2 MI SE FROM KIMBERLY.
 QC0519'10.2 MILES SOUTHEAST ALONG THE JOHN DAY HIGHWAY FROM THE POST OFFICE
 QC0519'AT KIMBERLY, SET IN CONCRETE POST, 0.2 MILES SOUTH OF RANCH HOUSE ON
 QC0519'WEST SIDE OF THE HIGHWAY, 36 FEET NORTH OF THE CENTER LINE OF THE
 QC0519'HIGHWAY, 2 FEET NORTH OF REFERENCE POST, 2 FEET WEST OF THE FENCE
 QC0519'LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0520 ***********************************************************************
 QC0520  DESIGNATION -  D 415 RESET
 QC0520  PID         -  QC0520
 QC0520  STATE/COUNTY-  OR/GRANT
 QC0520  USGS QUAD   -  MT MISERY (1990)
 QC0520
 QC0520                         *CURRENT SURVEY CONTROL
 QC0520  ___________________________________________________________________
 QC0520* NAD 83(1986)-  44 37 53.     (N)    119 38 12.     (W)     SCALED    
 QC0520* NAVD 88     -       631.66   (+/-2cm)    2072.4    (feet)  VERTCON   
 QC0520  ___________________________________________________________________
 QC0520  GEOID HEIGHT-         -19.21  (meters)                     GEOID03
 QC0520  VERT ORDER  -  THIRD (See Below)
 QC0520
 QC0520.The horizontal coordinates were scaled from a topographic map and have
 QC0520.an estimated accuracy of +/- 6 seconds.
 QC0520
 QC0520.The NAVD 88 height was computed by applying the VERTCON shift value to
 QC0520.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QC0520.The vertical order pertains to the NGVD 29 superseded value.
 QC0520
 QC0520.The geoid height was determined by GEOID03.
 QC0520
 QC0520;                    North         East    Units  Estimated Accuracy
 QC0520;SPC OR N     -   107,570.    2,568,500.      MT  (+/- 180 meters Scaled)
 QC0520
 QC0520                          SUPERSEDED SURVEY CONTROL
 QC0520
 QC0520  NGVD 29 (??/??/??)  630.54   (m)         2068.7    (f) RESET       3  
 QC0520
 QC0520.Superseded values are not recommended for survey control.
 QC0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0520.See file dsdata.txt to determine how the superseded data were derived.
 QC0520
 QC0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKK908453(NAD 83)
 QC0520_MARKER: DB = BENCH MARK DISK
 QC0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0520_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QC0520_STAMPING: D 415 RESET 1963
 QC0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0520+STABILITY: SURFACE MOTION
 QC0520
 QC0520  HISTORY     - Date     Condition        Report By
 QC0520  HISTORY     - 1963     MONUMENTED       CGS
 QC0520  HISTORY     - 1963     GOOD             NGS
 QC0520
 QC0520                          STATION DESCRIPTION
 QC0520
 QC0520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 QC0520'10.6 MI S FROM KIMBERLY.
 QC0520'10.6 MILES SOUTH ALONG STATE HIGHWAY 19 FROM THE KIMBERLY POST OFFICE,
 QC0520'0.1 MILE SOUTH OF ELMER ASHERS MAIL BOX, 60 FEET SOUTH OF THE SIGN,
 QC0520'REST AREA 1 MILE, 30 FEET EAST OF THE BANK OF THE RIVER, 28 FEET WEST
 QC0520'OF THE CENTER OF THE HIGHWAY AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 QC0520'THE MONUMENT PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0338 ***********************************************************************
 RA0338  DESIGNATION -  D 416
 RA0338  PID         -  RA0338
 RA0338  STATE/COUNTY-  OR/WALLOWA
 RA0338  USGS QUAD   -  SQUIRREL PRAIRIE (1995)
 RA0338
 RA0338                         *CURRENT SURVEY CONTROL
 RA0338  ___________________________________________________________________
 RA0338* NAD 83(1986)-  45 21 04.     (N)    116 39 17.     (W)     SCALED    
 RA0338* NAVD 88     -       424.127  (meters)    1391.49   (feet)  ADJUSTED  
 RA0338  ___________________________________________________________________
 RA0338  GEOID HEIGHT-         -15.39  (meters)                     GEOID03
 RA0338  DYNAMIC HT  -         423.985 (meters)    1391.02  (feet)  COMP
 RA0338  MODELED GRAV-     980,275.6   (mgal)                       NAVD 88
 RA0338
 RA0338  VERT ORDER  -  SECOND    CLASS 0
 RA0338
 RA0338.The horizontal coordinates were scaled from a topographic map and have
 RA0338.an estimated accuracy of +/- 6 seconds.
 RA0338
 RA0338.The orthometric height was determined by differential leveling
 RA0338.and adjusted in June 1991.
 RA0338
 RA0338.The geoid height was determined by GEOID03.
 RA0338
 RA0338.The dynamic height is computed by dividing the NAVD 88
 RA0338.geopotential number by the normal gravity value computed on the
 RA0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0338.degrees latitude (g = 980.6199 gals.).
 RA0338
 RA0338.The modeled gravity was interpolated from observed gravity values.
 RA0338
 RA0338;                    North         East    Units  Estimated Accuracy
 RA0338;SPC OR N     -   194,350.    2,801,190.      MT  (+/- 180 meters Scaled)
 RA0338
 RA0338                          SUPERSEDED SURVEY CONTROL
 RA0338
 RA0338  NGVD 29 (??/??/92)  423.009  (m)         1387.82   (f) ADJ UNCH    2 0
 RA0338
 RA0338.Superseded values are not recommended for survey control.
 RA0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0338.See file dsdata.txt to determine how the superseded data were derived.
 RA0338
 RA0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL270220(NAD 83)
 RA0338_MARKER: DB = BENCH MARK DISK
 RA0338_SETTING: 80 = SET IN A BOULDER
 RA0338_SP_SET: BOULDER
 RA0338_STAMPING: D 416 1946
 RA0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0338+STABILITY: SURFACE MOTION
 RA0338
 RA0338  HISTORY     - Date     Condition        Report By
 RA0338  HISTORY     - 1946     MONUMENTED       CGS
 RA0338  HISTORY     - 19870902 MARK NOT FOUND   USPSQD
 RA0338
 RA0338                          STATION DESCRIPTION
 RA0338
 RA0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RA0338'26.85 MI N FROM HOMESTEAD.
 RA0338'ABOUT 26.85 MILES NORTH ALONG THE SNAKE RIVER FROM HOMESTEAD, ON THE
 RA0338'WEST BANK OF THE RIVER, ABOUT 750 FEET NORTH OF A LARGE STREAM
 RA0338'(GRANITE CREEK) WHICH IS ON THE EAST SIDE OF THE RIVER, ABOUT 0.2 MILE
 RA0338'NORTH OF A VERY SWIFT RAPID IN THE RIVER, A STANDARD DISK SET IN THE
 RA0338'NORTH END OF A LARGE BOULDER WHICH EXTENDS OUT INTO THE RIVER AND IS
 RA0338'LOCATED BETWEEN TWO SMALL SAND BARS, ABOUT THE SAME ELEVATION AS HIGH
 RA0338'WATER LEVEL.
 RA0338
 RA0338                          STATION RECOVERY (1987)
 RA0338
 RA0338'RECOVERY NOTE BY US POWER SQUADRON 1987 (VPT)
 RA0338'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0329 ***********************************************************************
 RC0329  DESIGNATION -  D 417
 RC0329  PID         -  RC0329
 RC0329  STATE/COUNTY-  OR/GILLIAM
 RC0329  USGS QUAD   -  SCHOTT CANYON (1970)
 RC0329
 RC0329                         *CURRENT SURVEY CONTROL
 RC0329  ___________________________________________________________________
 RC0329* NAD 83(1986)-  45 14 44.     (N)    120 15 18.     (W)     SCALED    
 RC0329* NAVD 88     -       915.726  (meters)    3004.34   (feet)  ADJUSTED  
 RC0329  ___________________________________________________________________
 RC0329  GEOID HEIGHT-         -20.54  (meters)                     GEOID03
 RC0329  DYNAMIC HT  -         915.565 (meters)    3003.82  (feet)  COMP
 RC0329  MODELED GRAV-     980,408.8   (mgal)                       NAVD 88
 RC0329
 RC0329  VERT ORDER  -  SECOND    CLASS 0
 RC0329
 RC0329.The horizontal coordinates were scaled from a topographic map and have
 RC0329.an estimated accuracy of +/- 6 seconds.
 RC0329
 RC0329.The orthometric height was determined by differential leveling
 RC0329.and adjusted in June 1991.
 RC0329
 RC0329.The geoid height was determined by GEOID03.
 RC0329
 RC0329.The dynamic height is computed by dividing the NAVD 88
 RC0329.geopotential number by the normal gravity value computed on the
 RC0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0329.degrees latitude (g = 980.6199 gals.).
 RC0329
 RC0329.The modeled gravity was interpolated from observed gravity values.
 RC0329
 RC0329;                    North         East    Units  Estimated Accuracy
 RC0329;SPC OR N     -   175,480.    2,519,230.      MT  (+/- 180 meters Scaled)
 RC0329
 RC0329                          SUPERSEDED SURVEY CONTROL
 RC0329
 RC0329  NGVD 29 (??/??/92)  914.657  (m)         3000.84   (f) ADJ UNCH    2 0
 RC0329
 RC0329.Superseded values are not recommended for survey control.
 RC0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0329.See file dsdata.txt to determine how the superseded data were derived.
 RC0329
 RC0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGR154138(NAD 83)
 RC0329_MARKER: DB = BENCH MARK DISK
 RC0329_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RC0329_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RC0329_STAMPING: D 417 1946
 RC0329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC0329
 RC0329  HISTORY     - Date     Condition        Report By
 RC0329  HISTORY     - 1946     MONUMENTED       CGS
 RC0329  HISTORY     - 1962     MARK NOT FOUND   NGS
 RC0329  HISTORY     - 1970     MARK NOT FOUND   NGS
 RC0329
 RC0329                          STATION DESCRIPTION
 RC0329
 RC0329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RC0329'4.15 MI NW FROM CONDON.
 RC0329'ALONG STATE HIGHWAY 206 ABOUT 4.15 MILES NORTHWEST OF THE CONDON CITY
 RC0329'HALL, ABOUT MIDWAY BETWEEN TWO CURVES IN THE HIGHWAY, 114.3 FEET
 RC0329'NORTHEAST AND ACROSS THE HIGHWAY FROM SIGN INDICATING CURVE IN
 RC0329'HIGHWAY, 105.4 FEET SOUTH OF THE EAST END OF AN 18 INCH IRON PIPE
 RC0329'CULVERT UNDER THE HIGHWAY, 23.4 FEET EAST OF THE CENTER LINE OF THE
 RC0329'HIGHWAY, 7.7 FEET SOUTH OF A SQUARE TELEPHONE POLE, 2.5 FEET NORTH OF
 RC0329'A WITNESS POST, 1.9 FEET WEST OF BARBED WIRE FENCE.
 RC0329
 RC0329                          STATION RECOVERY (1970)
 RC0329
 RC0329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 RC0329'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0614 ***********************************************************************
 RC0614  DESIGNATION -  D 418
 RC0614  PID         -  RC0614
 RC0614  STATE/COUNTY-  OR/SHERMAN
 RC0614  USGS QUAD   -  KLONDIKE (1971)
 RC0614
 RC0614                         *CURRENT SURVEY CONTROL
 RC0614  ___________________________________________________________________
 RC0614* NAD 83(1986)-  45 31 19.     (N)    120 35 46.     (W)     SCALED    
 RC0614* NAVD 88     -       432.652  (meters)    1419.46   (feet)  ADJUSTED  
 RC0614  ___________________________________________________________________
 RC0614  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 RC0614  DYNAMIC HT  -         432.609 (meters)    1419.32  (feet)  COMP
 RC0614  MODELED GRAV-     980,505.2   (mgal)                       NAVD 88
 RC0614
 RC0614  VERT ORDER  -  SECOND    CLASS 0
 RC0614
 RC0614.The horizontal coordinates were scaled from a topographic map and have
 RC0614.an estimated accuracy of +/- 6 seconds.
 RC0614
 RC0614.The orthometric height was determined by differential leveling
 RC0614.and adjusted in June 1991.
 RC0614
 RC0614.The geoid height was determined by GEOID03.
 RC0614
 RC0614.The dynamic height is computed by dividing the NAVD 88
 RC0614.geopotential number by the normal gravity value computed on the
 RC0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0614.degrees latitude (g = 980.6199 gals.).
 RC0614
 RC0614.The modeled gravity was interpolated from observed gravity values.
 RC0614
 RC0614;                    North         East    Units  Estimated Accuracy
 RC0614;SPC OR N     -   206,170.    2,492,490.      MT  (+/- 180 meters Scaled)
 RC0614
 RC0614                          SUPERSEDED SURVEY CONTROL
 RC0614
 RC0614  NGVD 29 (??/??/92)  431.649  (m)         1416.17   (f) ADJ UNCH    2 0
 RC0614
 RC0614.Superseded values are not recommended for survey control.
 RC0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0614.See file dsdata.txt to determine how the superseded data were derived.
 RC0614
 RC0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR877437(NAD 83)
 RC0614_MARKER: DB = BENCH MARK DISK
 RC0614_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RC0614_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RC0614_STAMPING: D 418 1946
 RC0614_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC0614
 RC0614  HISTORY     - Date     Condition        Report By
 RC0614  HISTORY     - 1946     MONUMENTED       CGS
 RC0614  HISTORY     - 1962     MARK NOT FOUND   NGS
 RC0614  HISTORY     - 1971     MARK NOT FOUND   NGS
 RC0614
 RC0614                          STATION DESCRIPTION
 RC0614
 RC0614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RC0614'5.15 MI SE FROM KLONDIKE.
 RC0614'ALONG STATE HIGHWAY 206 ABOUT 5.15 MILES SOUTHEAST OF KLONDIKE POST
 RC0614'OFFICE, ACROSS HIGHWAY FROM SMALL RAVINE, ABOUT 0.1 MILE NORTHWEST OF
 RC0614'OLD FARM HOUSE, 19.4 FEET NORTH OF CENTER OF IRON PIPE CULVERT UNDER
 RC0614'THE HIGHWAY, 20 FEET NORTHWEST OF CENTER LINE OF HIGHWAY, 2.8 FEET
 RC0614'SOUTH OF WITNESS POST, 1.8 FEET SOUTHWEST OF BARBED WIRE FENCE.
 RC0614
 RC0614                          STATION RECOVERY (1971)
 RC0614
 RC0614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 RC0614'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0222 ***********************************************************************
 OA0222  DESIGNATION -  D 42
 OA0222  PID         -  OA0222
 OA0222  STATE/COUNTY-  OR/CURRY
 OA0222  USGS QUAD   -  CARPENTERVILLE (1986)
 OA0222
 OA0222                         *CURRENT SURVEY CONTROL
 OA0222  ___________________________________________________________________
 OA0222* NAD 83(1986)-  42 11 46.     (N)    124 19 41.     (W)     SCALED    
 OA0222* NAVD 88     -       462.451  (meters)    1517.22   (feet)  ADJUSTED  
 OA0222  ___________________________________________________________________
 OA0222  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 OA0222  DYNAMIC HT  -         462.284 (meters)    1516.68  (feet)  COMP
 OA0222  MODELED GRAV-     980,245.7   (mgal)                       NAVD 88
 OA0222
 OA0222  VERT ORDER  -  FIRST     CLASS II
 OA0222
 OA0222.The horizontal coordinates were scaled from a topographic map and have
 OA0222.an estimated accuracy of +/- 6 seconds.
 OA0222
 OA0222.The orthometric height was determined by differential leveling
 OA0222.and adjusted in June 1991.
 OA0222
 OA0222.The geoid height was determined by GEOID03.
 OA0222
 OA0222.The dynamic height is computed by dividing the NAVD 88
 OA0222.geopotential number by the normal gravity value computed on the
 OA0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0222.degrees latitude (g = 980.6199 gals.).
 OA0222
 OA0222.The modeled gravity was interpolated from observed gravity values.
 OA0222
 OA0222;                    North         East    Units  Estimated Accuracy
 OA0222;SPC OR S     -    66,040.    1,183,920.      MT  (+/- 180 meters Scaled)
 OA0222
 OA0222                          SUPERSEDED SURVEY CONTROL
 OA0222
 OA0222  NGVD 29 (12/02/92)  461.310  (m)         1513.48   (f) ADJUSTED    1 2
 OA0222
 OA0222.Superseded values are not recommended for survey control.
 OA0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0222.See file dsdata.txt to determine how the superseded data were derived.
 OA0222
 OA0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCM903724(NAD 83)
 OA0222_MARKER: DD = SURVEY DISK
 OA0222_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OA0222_SP_SET: HEADWALL
 OA0222_STAMPING: D 42 1931
 OA0222_MARK LOGO: ORHD  
 OA0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0222+STABILITY: SURFACE MOTION
 OA0222
 OA0222  HISTORY     - Date     Condition        Report By
 OA0222  HISTORY     - 1931     MONUMENTED       ORHD
 OA0222  HISTORY     - 1941     GOOD             NGS
 OA0222  HISTORY     - 1982     GOOD             USGS
 OA0222  HISTORY     - 1988     GOOD             NGS
 OA0222
 OA0222                          STATION DESCRIPTION
 OA0222
 OA0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 OA0222'13.7 MI N FROM BROOKINGS.
 OA0222'13.7 MILES NORTH ALONG THE OREGON COAST HIGHWAY (U.S. 101) FROM THE
 OA0222'POST OFFICE AT BROOKINGS, CURRY COUNTY, ABOUT 1.9 MILES SOUTH OF THE
 OA0222'SUMMIT OF A HILL, 90 FEET SOUTH OF A ROAD LEADING WEST TO A HOUSE IN A
 OA0222'CANYON, 30 FEET NORTH OF A 25-FOOT HIGH BOULDER, AT THE NORTHWEST
 OA0222'CORNER OF A CONCRETE-BOX CULVERT, IN THE TOP OF THE HEAD WALL, AT A 4-
 OA0222'BY 4-INCH WHITE WOODEN POST STENCILED U.S.B.M., AND ABOUT 13 FEET
 OA0222'LOWER THAN THE HIGHWAY.  AN OREGON STATE HIGHWAY DEPARTMENT STANDARD
 OA0222'DISK, STAMPED D 42 1931.
 OA0222
 OA0222                          STATION RECOVERY (1982)
 OA0222
 OA0222'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 OA0222'13.7 MILES NORTH ALONG THE OREGON COAST HWY. FROM THE POST OFFICE AT
 OA0222'BROOKINGS, 10.5 MILES SOUTH ALONG CARPENTERVILLE ROAD FROM POST
 OA0222'OFFICE AT PISTOL RIVER, 0.4 MILE SOUTH OF JCT. WITH BOSLEY BUTTE
 OA0222'ROAD, 30 FT. NORTH OF A 25-FT. HIGH ROCK OUTCROP, ABOUT 25 FT. WEST
 OA0222'OF AND 13 FT. BELOW CENTERLINE OF ROAD, SET IN TOP OF HEADWALL AT
 OA0222'NORTHWEST CORNER OF CONCRETE BOX CULVERT, STANDARD OSHD TABLET
 OA0222'STAMPED 'D 42 1931'.
 OA0222
 OA0222                          STATION RECOVERY (1988)
 OA0222
 OA0222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 OA0222'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  3.8 KM
 OA0222'(2.35 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE IN
 OA0222'BROOKINGS, THENCE 17.7 KM (11.00 MI) NORTHERLY ALONG CARPENTERVILLE
 OA0222'ROAD.  ADD--9.7 M (31.8 FT) WEST OF THE CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0776 ***********************************************************************
 QD0776  DESIGNATION -  D 420
 QD0776  PID         -  QD0776
 QD0776  STATE/COUNTY-  OR/JEFFERSON
 QD0776  USGS QUAD   -  STEELHEAD FALLS (1992)
 QD0776
 QD0776                         *CURRENT SURVEY CONTROL
 QD0776  ___________________________________________________________________
 QD0776* NAD 83(1986)-  44 24 47.     (N)    121 17 32.     (W)     SCALED    
 QD0776* NAVD 88     -       710.770  (meters)    2331.92   (feet)  ADJUSTED  
 QD0776  ___________________________________________________________________
 QD0776  GEOID HEIGHT-         -21.38  (meters)                     GEOID03
 QD0776  DYNAMIC HT  -         710.555 (meters)    2331.21  (feet)  COMP
 QD0776  MODELED GRAV-     980,291.8   (mgal)                       NAVD 88
 QD0776
 QD0776  VERT ORDER  -  SECOND    CLASS 0
 QD0776
 QD0776.The horizontal coordinates were scaled from a topographic map and have
 QD0776.an estimated accuracy of +/- 6 seconds.
 QD0776
 QD0776.The orthometric height was determined by differential leveling
 QD0776.and adjusted in June 1991.
 QD0776
 QD0776.The geoid height was determined by GEOID03.
 QD0776
 QD0776.The dynamic height is computed by dividing the NAVD 88
 QD0776.geopotential number by the normal gravity value computed on the
 QD0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0776.degrees latitude (g = 980.6199 gals.).
 QD0776
 QD0776.The modeled gravity was interpolated from observed gravity values.
 QD0776
 QD0776;                    North         East    Units  Estimated Accuracy
 QD0776;SPC OR N     -    83,250.    2,436,900.      MT  (+/- 180 meters Scaled)
 QD0776
 QD0776                          SUPERSEDED SURVEY CONTROL
 QD0776
 QD0776  NGVD 29 (??/??/92)  709.676  (m)         2328.33   (f) ADJ UNCH    2 0
 QD0776
 QD0776.Superseded values are not recommended for survey control.
 QD0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0776.See file dsdata.txt to determine how the superseded data were derived.
 QD0776
 QD0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ359191(NAD 83)
 QD0776_MARKER: DB = BENCH MARK DISK
 QD0776_SETTING: 80 = SET IN A BOULDER
 QD0776_SP_SET: BOULDER
 QD0776_STAMPING: D 420 1946
 QD0776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0776+STABILITY: SURFACE MOTION
 QD0776
 QD0776  HISTORY     - Date     Condition        Report By
 QD0776  HISTORY     - 1946     MONUMENTED       CGS
 QD0776  HISTORY     - 19880714 MARK NOT FOUND   NGS
 QD0776
 QD0776                          STATION DESCRIPTION
 QD0776
 QD0776'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 QD0776'5.4 MI N FROM LOWER BRIDGE.
 QD0776'ALONG DESCHUTES RIVER, ABOUT 5.4 MILES NORTH OF LOWER BRIDGE, ABOUT
 QD0776'0.3 MILE UPSTREAM FROM STEELHEAD FALLS, ON EAST SIDE OF RIVER, SET IN
 QD0776'LARGE OBLONG BOULDER IN GROUP OF BOULDERS AT NORTH END OF SMALL FLAT
 QD0776'AREA WHERE STOCK COME DOWN TO WATER, 84 FEET UP SLOPE FROM EDGE OF
 QD0776'RIVER, 16 FEET EAST OF EAST END OF IRREGULAR SHAPED BOULDER AT WEST
 QD0776'SIDE OF GROUP OF BOULDERS, ABOUT 25 FEET ABOVE WATER LEVEL.
 QD0776
 QD0776                          STATION RECOVERY (1988)
 QD0776
 QD0776'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QD0776'THERE NIS A NEW HOUSE AT THIS LOCATION AND THE AREA HAS BEEN GRADED
 QD0776'AND IS NOW A LAWN.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0047 ***********************************************************************
 PB0047  DESIGNATION -  D 421
 PB0047  PID         -  PB0047
 PB0047  STATE/COUNTY-  OR/LAKE
 PB0047  USGS QUAD   -  TIRED HORSE BUTTE (1981)
 PB0047
 PB0047                         *CURRENT SURVEY CONTROL
 PB0047  ___________________________________________________________________
 PB0047* NAD 83(1986)-  43 29 55.     (N)    120 06 55.     (W)     SCALED    
 PB0047* NAVD 88     -      1393.097  (meters)    4570.52   (feet)  ADJUSTED  
 PB0047  ___________________________________________________________________
 PB0047  GEOID HEIGHT-         -19.78  (meters)                     GEOID03
 PB0047  DYNAMIC HT  -        1392.378 (meters)    4568.16  (feet)  COMP
 PB0047  MODELED GRAV-     980,054.3   (mgal)                       NAVD 88
 PB0047
 PB0047  VERT ORDER  -  SECOND    CLASS I
 PB0047
 PB0047.The horizontal coordinates were scaled from a topographic map and have
 PB0047.an estimated accuracy of +/- 6 seconds.
 PB0047
 PB0047.The orthometric height was determined by differential leveling
 PB0047.and adjusted in June 1991.
 PB0047
 PB0047.The geoid height was determined by GEOID03.
 PB0047
 PB0047.The dynamic height is computed by dividing the NAVD 88
 PB0047.geopotential number by the normal gravity value computed on the
 PB0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0047.degrees latitude (g = 980.6199 gals.).
 PB0047
 PB0047.The modeled gravity was interpolated from observed gravity values.
 PB0047
 PB0047;                    North         East    Units  Estimated Accuracy
 PB0047;SPC OR S     -   203,570.    1,531,110.      MT  (+/- 180 meters Scaled)
 PB0047
 PB0047                          SUPERSEDED SURVEY CONTROL
 PB0047
 PB0047.No superseded survey control is available for this station.
 PB0047
 PB0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGP332202(NAD 83)
 PB0047_MARKER: DB = BENCH MARK DISK
 PB0047_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PB0047_SP_SET: CONCRETE BASE
 PB0047_STAMPING: D 421 1977
 PB0047_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PB0047
 PB0047  HISTORY     - Date     Condition        Report By
 PB0047  HISTORY     - 1977     MONUMENTED       NGS
 PB0047
 PB0047                          STATION DESCRIPTION
 PB0047
 PB0047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 PB0047'15.0 MI SE FROM HAMPTON.
 PB0047'REACHED FROM HAMPTON GO SOUTHEAST ON U.S. HIGHWAY 20 FOR 7.9 MILES TO
 PB0047'A SIDE ROAD RIGHT, AT THE SIGN, STAUFFER, TURN RIGHT, AND GO SOUTH,
 PB0047'AND SOUTHEAST ON THE MAIN TRAVELED ROAD FOR 3.4 MILES TO A CATTLE
 PB0047'GUARD.  CONTINUE SOUTHEAST FOR 1.8 MILES TO A CROSSROAD, TURN RIGHT,
 PB0047'AND GO SOUTHWEST, AND SOUTH FOR 2.2 MILES TO A SIDE ROAD, A FENCE
 PB0047'CORNER, AND THE BENCH MARK ON THE RIGHT, 0.45 MILE NORTH OF A CONCRETE
 PB0047'TANK, AND A WELL, 55 FEET SOUTH OF THE CENTER OF A SIDE ROAD WEST, 40
 PB0047'FEET WEST OF THE CENTER OF THE ROAD, 5 FEET SOUTH-SOUTHEAST OF A FENCE
 PB0047'CORNER, 1.5 FEET EAST OF A NORTH-SOUTH FENCE LINE, AND 1 FOOT
 PB0047'NORTHWEST OF A METAL WITNESS POST, A STANDARD DISK ON A PIPE THAT IS
 PB0047'SET IN A CONCRETE BASE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0587 ***********************************************************************
 QB0587  DESIGNATION -  D 422
 QB0587  PID         -  QB0587
 QB0587  STATE/COUNTY-  OR/BAKER
 QB0587  USGS QUAD   -  GLASGOW BUTTE (1988)
 QB0587
 QB0587                         *CURRENT SURVEY CONTROL
 QB0587  ___________________________________________________________________
 QB0587* NAD 83(1986)-  44 49 13.     (N)    117 24 30.     (W)     SCALED    
 QB0587* NAVD 88     -       788.444  (meters)    2586.75   (feet)  ADJUSTED  
 QB0587  ___________________________________________________________________
 QB0587  GEOID HEIGHT-         -16.54  (meters)                     GEOID03
 QB0587  DYNAMIC HT  -         788.248 (meters)    2586.11  (feet)  COMP
 QB0587  MODELED GRAV-     980,342.4   (mgal)                       NAVD 88
 QB0587
 QB0587  VERT ORDER  -  SECOND    CLASS 0
 QB0587
 QB0587.The horizontal coordinates were scaled from a topographic map and have
 QB0587.an estimated accuracy of +/- 6 seconds.
 QB0587
 QB0587.The orthometric height was determined by differential leveling
 QB0587.and adjusted in June 1991.
 QB0587
 QB0587.The geoid height was determined by GEOID03.
 QB0587
 QB0587.The dynamic height is computed by dividing the NAVD 88
 QB0587.geopotential number by the normal gravity value computed on the
 QB0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0587.degrees latitude (g = 980.6199 gals.).
 QB0587
 QB0587.The modeled gravity was interpolated from observed gravity values.
 QB0587
 QB0587;                    North         East    Units  Estimated Accuracy
 QB0587;SPC OR N     -   132,870.    2,744,450.      MT  (+/- 180 meters Scaled)
 QB0587
 QB0587                          SUPERSEDED SURVEY CONTROL
 QB0587
 QB0587  NGVD 29 (??/??/92)  787.398  (m)         2583.32   (f) ADJ UNCH    2 0
 QB0587
 QB0587.Superseded values are not recommended for survey control.
 QB0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0587.See file dsdata.txt to determine how the superseded data were derived.
 QB0587
 QB0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK677630(NAD 83)
 QB0587_MARKER: DB = BENCH MARK DISK
 QB0587_SETTING: 80 = SET IN A BOULDER
 QB0587_SP_SET: BOULDER
 QB0587_STAMPING: D 422 1946
 QB0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0587+STABILITY: SURFACE MOTION
 QB0587
 QB0587  HISTORY     - Date     Condition        Report By
 QB0587  HISTORY     - 1946     MONUMENTED       CGS
 QB0587  HISTORY     - 1957     GOOD             NGS
 QB0587
 QB0587                          STATION DESCRIPTION
 QB0587
 QB0587'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 QB0587'17.1 MI W FROM RICHLAND.
 QB0587'ALONG STATE HIGHWAY NO. 86, 17.1 MILES WEST OF THE POST OFFICE AT
 QB0587'RICHLAND, 66.0 FEET NORTH OF CENTER OF THE HIGHWAY, 18.8 FEET EAST OF
 QB0587'A DRY WASH, 8.1 FEET NORTH OF A FENCE LINE, SET IN TOP OF A GRANITE
 QB0587'BOULDER ABOUT 15 FEET ABOVE THE HIGHWAY AND 1 1/2 FOOT ABOVE THE
 QB0587'GROUND.  NOTE-- 100 FEET NORTH OF 6/1 OF HIGHWAY AND 10 FEET ABOVE
 QB0587'HIGHWAY.
 QB0587
 QB0587                          STATION RECOVERY (1957)
 QB0587
 QB0587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 QB0587'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0114 ***********************************************************************
 QD0114  DESIGNATION -  D 423
 QD0114  PID         -  QD0114
 QD0114  STATE/COUNTY-  OR/WHEELER
 QD0114  USGS QUAD   -  PAINTED HILLS (1968)
 QD0114
 QD0114                         *CURRENT SURVEY CONTROL
 QD0114  ___________________________________________________________________
 QD0114* NAD 83(1986)-  44 44 23.     (N)    120 20 17.     (W)     SCALED    
 QD0114* NAVD 88     -       474.271  (meters)    1556.00   (feet)  ADJUSTED  
 QD0114  ___________________________________________________________________
 QD0114  GEOID HEIGHT-         -20.47  (meters)                     GEOID03
 QD0114  DYNAMIC HT  -         474.159 (meters)    1555.64  (feet)  COMP
 QD0114  MODELED GRAV-     980,367.9   (mgal)                       NAVD 88
 QD0114
 QD0114  VERT ORDER  -  FIRST     CLASS II
 QD0114
 QD0114.The horizontal coordinates were scaled from a topographic map and have
 QD0114.an estimated accuracy of +/- 6 seconds.
 QD0114
 QD0114.The orthometric height was determined by differential leveling
 QD0114.and adjusted in June 1991.
 QD0114
 QD0114.The geoid height was determined by GEOID03.
 QD0114
 QD0114.The dynamic height is computed by dividing the NAVD 88
 QD0114.geopotential number by the normal gravity value computed on the
 QD0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0114.degrees latitude (g = 980.6199 gals.).
 QD0114
 QD0114.The modeled gravity was interpolated from observed gravity values.
 QD0114
 QD0114;                    North         East    Units  Estimated Accuracy
 QD0114;SPC OR N     -   119,250.    2,512,830.      MT  (+/- 180 meters Scaled)
 QD0114
 QD0114                          SUPERSEDED SURVEY CONTROL
 QD0114
 QD0114  NGVD 29 (??/??/92)  473.154  (m)         1552.34   (f) ADJ UNCH    1 2
 QD0114
 QD0114.Superseded values are not recommended for survey control.
 QD0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0114.See file dsdata.txt to determine how the superseded data were derived.
 QD0114
 QD0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGQ107574(NAD 83)
 QD0114_MARKER: DB = BENCH MARK DISK
 QD0114_SETTING: 80 = SET IN A BOULDER
 QD0114_SP_SET: BOULDER
 QD0114_STAMPING: D 423 1946
 QD0114_MARK LOGO: CGS   
 QD0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0114+STABILITY: SURFACE MOTION
 QD0114_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QD0114+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2002
 QD0114
 QD0114  HISTORY     - Date     Condition        Report By
 QD0114  HISTORY     - 1946     MONUMENTED       CGS
 QD0114  HISTORY     - 1987     GOOD             NGS
 QD0114  HISTORY     - 20020612 GOOD             ORION
 QD0114
 QD0114                          STATION DESCRIPTION
 QD0114
 QD0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 QD0114'10.8 MI W FROM TWICKENHAM.
 QD0114'ABOUT 10.8 MILES WEST ALONG THE JOHN DAY RIVER FROM THE BRIDGE AT
 QD0114'TWICKENHAM, SET IN THE NORTH SLOPE OF A LARGE BOULDER LYING ON THE TOP
 QD0114'OF A SMALL KNOLL OVER LOOKING THE RIVER, 80 FEET NORTH OF A DEEP
 QD0114'RAVINE, 60 FEET EAST OF THE CENTER LINE OF THE MITCHELL-ANTELOPE ROAD,
 QD0114'30 FEET WEST OF A SMALL JUNIPER TREE (ONLY TREE IN THE IMMEDIATE
 QD0114'VICINITY,) ABOUT 2 FEET ABOVE THE IMMEDIATE ROAD LEVEL.
 QD0114
 QD0114                          STATION RECOVERY (1987)
 QD0114
 QD0114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QD0114'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  5.5 KM
 QD0114'(3.40 MI) WEST ALONG US HIGHWAY 26 FROM THE JUNCTION OF STATE HIGHWAY
 QD0114'207 IN MITCHELL, THENCE 22.4 KM (13.90 MI) NORTHWEST ALONG BRIDGE
 QD0114'CREEK ROAD, 13.7 M (44.9 FT) EAST OF THE CENTER OF THE ROAD, 6.1 M
 QD0114'(20.0 FT) NORTHEAST OF A ROCK CRIB FOR A GATE POST, 6.4 M (21.0 FT)
 QD0114'NORTHEAST OF A FENCE.
 QD0114'THE MARK IS 1.03 METERS  E FROM  A WITNESS POST
 QD0114'THE MARK IS 0.9 M ABOVE THE ROAD.
 QD0114
 QD0114                          STATION RECOVERY (2002)
 QD0114
 QD0114'RECOVERY NOTE BY ORION GPS 2002 (JDP)
 QD0114'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0376 ***********************************************************************
 RC0376  DESIGNATION -  D 424
 RC0376  PID         -  RC0376
 RC0376  STATE/COUNTY-  OR/GILLIAM
 RC0376  USGS QUAD   -  CHIMNEY SPRINGS (1970)
 RC0376
 RC0376                         *CURRENT SURVEY CONTROL
 RC0376  ___________________________________________________________________
 RC0376* NAD 83(1986)-  45 03 50.     (N)    120 29 40.     (W)     SCALED    
 RC0376* NAVD 88     -       351.077  (meters)    1151.83   (feet)  ADJUSTED  
 RC0376  ___________________________________________________________________
 RC0376  GEOID HEIGHT-         -20.61  (meters)                     GEOID03
 RC0376  DYNAMIC HT  -         351.001 (meters)    1151.58  (feet)  COMP
 RC0376  MODELED GRAV-     980,391.4   (mgal)                       NAVD 88
 RC0376
 RC0376  VERT ORDER  -  SECOND    CLASS 0
 RC0376
 RC0376.The horizontal coordinates were scaled from a topographic map and have
 RC0376.an estimated accuracy of +/- 6 seconds.
 RC0376
 RC0376.The orthometric height was determined by differential leveling
 RC0376.and adjusted in June 1991.
 RC0376
 RC0376.The geoid height was determined by GEOID03.
 RC0376
 RC0376.The dynamic height is computed by dividing the NAVD 88
 RC0376.geopotential number by the normal gravity value computed on the
 RC0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0376.degrees latitude (g = 980.6199 gals.).
 RC0376
 RC0376.The modeled gravity was interpolated from observed gravity values.
 RC0376
 RC0376;                    North         East    Units  Estimated Accuracy
 RC0376;SPC OR N     -   155,260.    2,500,440.      MT  (+/- 180 meters Scaled)
 RC0376
 RC0376                          SUPERSEDED SURVEY CONTROL
 RC0376
 RC0376  NGVD 29 (??/??/92)  349.988  (m)         1148.25   (f) ADJ UNCH    2 0
 RC0376
 RC0376.Superseded values are not recommended for survey control.
 RC0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0376.See file dsdata.txt to determine how the superseded data were derived.
 RC0376
 RC0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ972931(NAD 83)
 RC0376_MARKER: DB = BENCH MARK DISK
 RC0376_SETTING: 66 = SET IN ROCK OUTCROP
 RC0376_SP_SET: ROCK CLIFF
 RC0376_STAMPING: D 424 1946
 RC0376_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RC0376+STABILITY: POSITION/ELEVATION WELL
 RC0376
 RC0376  HISTORY     - Date     Condition        Report By
 RC0376  HISTORY     - 1946     MONUMENTED       CGS
 RC0376
 RC0376                          STATION DESCRIPTION
 RC0376
 RC0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RC0376'15.6 MI N FROM CLARNO.
 RC0376'ABOUT 15.6 MILES NORTH ALONG THE JOHN DAY RIVER FROM THE POST OFFICE
 RC0376'AT CLARNO, SET IN THE LOWER SHELF OF A SLOPING ROCK CLIFF, ABOUT 0.2
 RC0376'MILE SOUTH OF A RANCH HOUSE, 190 FEET SOUTHEAST OF THE SOUTH END OF A
 RC0376'LARGE IRRIGATED MEADOW, 110 FEET SOUTH OF A WATER PUMPING STATION, 91
 RC0376'FEET EAST OF EDGE OF RIVER, 6 FEET ABOVE HIGH WATER LEVEL, 4 FEET
 RC0376'ABOVE THE IMMEDIATE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0074 ***********************************************************************
 QE0074  DESIGNATION -  D 426
 QE0074  PID         -  QE0074
 QE0074  STATE/COUNTY-  OR/MARION
 QE0074  USGS QUAD   -  MOTHER LODE MOUNTAIN (1994)
 QE0074
 QE0074                         *CURRENT SURVEY CONTROL
 QE0074  ___________________________________________________________________
 QE0074* NAD 83(1986)-  44 48 31.     (N)    122 06 28.     (W)     SCALED    
 QE0074* NAVD 88     -       842.340  (meters)    2763.58   (feet)  ADJUSTED  
 QE0074  ___________________________________________________________________
 QE0074  GEOID HEIGHT-         -21.60  (meters)                     GEOID03
 QE0074  DYNAMIC HT  -         842.113 (meters)    2762.83  (feet)  COMP
 QE0074  MODELED GRAV-     980,320.3   (mgal)                       NAVD 88
 QE0074
 QE0074  VERT ORDER  -  SECOND    CLASS 0
 QE0074
 QE0074.The horizontal coordinates were scaled from a topographic map and have
 QE0074.an estimated accuracy of +/- 6 seconds.
 QE0074
 QE0074.The orthometric height was determined by differential leveling
 QE0074.and adjusted in June 1991.
 QE0074
 QE0074.The geoid height was determined by GEOID03.
 QE0074
 QE0074.The dynamic height is computed by dividing the NAVD 88
 QE0074.geopotential number by the normal gravity value computed on the
 QE0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0074.degrees latitude (g = 980.6199 gals.).
 QE0074
 QE0074.The modeled gravity was interpolated from observed gravity values.
 QE0074
 QE0074;                    North         East    Units  Estimated Accuracy
 QE0074;SPC OR N     -   128,160.    2,372,830.      MT  (+/- 180 meters Scaled)
 QE0074
 QE0074                          SUPERSEDED SURVEY CONTROL
 QE0074
 QE0074  NGVD 29 (??/??/92)  841.208  (m)         2759.86   (f) ADJ UNCH    2 0
 QE0074
 QE0074.Superseded values are not recommended for survey control.
 QE0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0074.See file dsdata.txt to determine how the superseded data were derived.
 QE0074
 QE0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ705620(NAD 83)
 QE0074_MARKER: DB = BENCH MARK DISK
 QE0074_SETTING: 80 = SET IN A BOULDER
 QE0074_SP_SET: BOULDER
 QE0074_STAMPING: D 426 1946
 QE0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0074+STABILITY: SURFACE MOTION
 QE0074
 QE0074  HISTORY     - Date     Condition        Report By
 QE0074  HISTORY     - 1946     MONUMENTED       CGS
 QE0074  HISTORY     - 1982     MARK NOT FOUND   USGS
 QE0074  HISTORY     - 19950925 MARK NOT FOUND   NGS
 QE0074
 QE0074                          STATION DESCRIPTION
 QE0074
 QE0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 QE0074'9.2 MI NE FROM DETROIT.
 QE0074'ABOUT 6.0 MILES NORTHEAST ALONG THE BREITENBUSH ROAD FROM THE POST
 QE0074'OFFICE AT DETROIT, THENCE 3.2 MILES NORTH ALONG THE ELK LAKE FOREST
 QE0074'SERVICE ROAD, ABOUT 0.65 MILE NORTH OF THE WOODEN BRIDGE OVER DUNLAP
 QE0074'CREEK, AT THE CENTER OF A SHARP CURVE, 32 FEET NORTH OF THE CENTER
 QE0074'LINE OF THE ROAD, SET IN TOP OF A SMALL BOULDER WHICH PROJECTS ABOUT 2
 QE0074'FEET ABOVE THE GROUND LEVEL AND ABOUT 8 FEET HIGHER THAN THE SURFACE
 QE0074'OF THE ROAD.
 QE0074
 QE0074                          STATION RECOVERY (1982)
 QE0074
 QE0074'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 QE0074'MARK NOT FOUND.
 QE0074
 QE0074                          STATION RECOVERY (1995)
 QE0074
 QE0074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (LLR)
 QE0074'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1480 ***********************************************************************
 RC1480  DESIGNATION -  D 427
 RC1480  PID         -  RC1480
 RC1480  STATE/COUNTY-  OR/CLACKAMAS
 RC1480  USGS QUAD   -  TIMOTHY LAKE (1997)
 RC1480
 RC1480                         *CURRENT SURVEY CONTROL
 RC1480  ___________________________________________________________________
 RC1480* NAD 83(1986)-  45 06 28.     (N)    121 49 14.     (W)     SCALED    
 RC1480* NAVD 88     -       941.878  (meters)    3090.14   (feet)  ADJUSTED  
 RC1480  ___________________________________________________________________
 RC1480  GEOID HEIGHT-         -21.13  (meters)                     GEOID03
 RC1480  DYNAMIC HT  -         941.635 (meters)    3089.35  (feet)  COMP
 RC1480  MODELED GRAV-     980,327.1   (mgal)                       NAVD 88
 RC1480
 RC1480  VERT ORDER  -  SECOND    CLASS 0
 RC1480
 RC1480.The horizontal coordinates were scaled from a topographic map and have
 RC1480.an estimated accuracy of +/- 6 seconds.
 RC1480
 RC1480.The orthometric height was determined by differential leveling
 RC1480.and adjusted in June 1991.
 RC1480
 RC1480.The geoid height was determined by GEOID03.
 RC1480
 RC1480.The dynamic height is computed by dividing the NAVD 88
 RC1480.geopotential number by the normal gravity value computed on the
 RC1480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1480.degrees latitude (g = 980.6199 gals.).
 RC1480
 RC1480.The modeled gravity was interpolated from observed gravity values.
 RC1480
 RC1480;                    North         East    Units  Estimated Accuracy
 RC1480;SPC OR N     -   160,990.    2,396,090.      MT  (+/- 180 meters Scaled)
 RC1480
 RC1480                          SUPERSEDED SURVEY CONTROL
 RC1480
 RC1480  NGVD 29 (??/??/92)  940.757  (m)         3086.47   (f) ADJ UNCH    2 0
 RC1480
 RC1480.Superseded values are not recommended for survey control.
 RC1480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1480.See file dsdata.txt to determine how the superseded data were derived.
 RC1480
 RC1480_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ927956(NAD 83)
 RC1480_MARKER: DB = BENCH MARK DISK
 RC1480_SETTING: 80 = SET IN A BOULDER
 RC1480_SP_SET: BOULDER
 RC1480_STAMPING: D 427 1946
 RC1480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1480+STABILITY: SURFACE MOTION
 RC1480
 RC1480  HISTORY     - Date     Condition        Report By
 RC1480  HISTORY     - 1946     MONUMENTED       CGS
 RC1480
 RC1480                          STATION DESCRIPTION
 RC1480
 RC1480'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RC1480'4.9 MI W FROM CLACKAMAS RANGER STA.
 RC1480'ABOUT 4.9 MILES WEST ALONG THE OAK GROVE FOREST SERVICE TRAIL FROM THE
 RC1480'CLACKAMAS RANGER STATION, AT A SMALL CREEK, 18 FEET WEST OF THE CENTER
 RC1480'OF THE SMALL CREEK, 6 FEET NORTH OF THE CENTER LINE OF THE TRAIL, SET
 RC1480'IN TOP OF A LONE LARGE FLAT BOULDER WHICH PROJECTS ABOUT 2 FEET ABOVE
 RC1480'THE SURFACE OF THE TRAIL, 1.3 FEET WEST OF THE EAST END OF THE
 RC1480'BOULDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1382 ***********************************************************************
 RC1382  DESIGNATION -  D 428
 RC1382  PID         -  RC1382
 RC1382  STATE/COUNTY-  OR/CLACKAMAS
 RC1382  USGS QUAD   -  MOUNT MITCHELL (1997)
 RC1382
 RC1382                         *CURRENT SURVEY CONTROL
 RC1382  ___________________________________________________________________
 RC1382* NAD 83(1986)-  45 04 16.     (N)    121 56 56.     (W)     SCALED    
 RC1382* NAVD 88     -       643.175  (meters)    2110.15   (feet)  ADJUSTED  
 RC1382  ___________________________________________________________________
 RC1382  GEOID HEIGHT-         -21.44  (meters)                     GEOID03
 RC1382  DYNAMIC HT  -         643.020 (meters)    2109.64  (feet)  COMP
 RC1382  MODELED GRAV-     980,357.0   (mgal)                       NAVD 88
 RC1382
 RC1382  VERT ORDER  -  SECOND    CLASS 0
 RC1382
 RC1382.The horizontal coordinates were scaled from a topographic map and have
 RC1382.an estimated accuracy of +/- 6 seconds.
 RC1382
 RC1382.The orthometric height was determined by differential leveling
 RC1382.and adjusted in June 1991.
 RC1382
 RC1382.The geoid height was determined by GEOID03.
 RC1382
 RC1382.The dynamic height is computed by dividing the NAVD 88
 RC1382.geopotential number by the normal gravity value computed on the
 RC1382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1382.degrees latitude (g = 980.6199 gals.).
 RC1382
 RC1382.The modeled gravity was interpolated from observed gravity values.
 RC1382
 RC1382;                    North         East    Units  Estimated Accuracy
 RC1382;SPC OR N     -   157,090.    2,385,920.      MT  (+/- 180 meters Scaled)
 RC1382
 RC1382                          SUPERSEDED SURVEY CONTROL
 RC1382
 RC1382  NGVD 29 (??/??/92)  642.057  (m)         2106.48   (f) ADJ UNCH    2 0
 RC1382
 RC1382.Superseded values are not recommended for survey control.
 RC1382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1382.See file dsdata.txt to determine how the superseded data were derived.
 RC1382
 RC1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ827913(NAD 83)
 RC1382_MARKER: DB = BENCH MARK DISK
 RC1382_SETTING: 80 = SET IN A BOULDER
 RC1382_SP_SET: BOULDER
 RC1382_STAMPING: D 428 1946
 RC1382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1382+STABILITY: SURFACE MOTION
 RC1382
 RC1382  HISTORY     - Date     Condition        Report By
 RC1382  HISTORY     - 1946     MONUMENTED       CGS
 RC1382  HISTORY     - 1982     MARK NOT FOUND   NGS
 RC1382
 RC1382                          STATION DESCRIPTION
 RC1382
 RC1382'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RC1382'4.8 MI NE FROM OAK GROVE RANGER STA..
 RC1382'ABOUT 4.8 MILES NORTHEAST ALONG THE SHELLROCK ROAD FROM THE OAK GROVE
 RC1382'RANGER STATION, AT A SMALL CREEK, 24 FEET WEST OF THE CENTER OF THE
 RC1382'SMALL CREEK, 14 FEET NORTH OF THE CENTER LINE OF THE ROAD, SET IN TOP
 RC1382'OF A BOULDER WHICH PROJECTS ABOUT 7 FEET ABOVE THE SURFACE OF THE
 RC1382'ROAD.
 RC1382
 RC1382                          STATION RECOVERY (1982)
 RC1382
 RC1382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RC1382'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0049 ***********************************************************************
 OA0049  DESIGNATION -  D 43
 OA0049  PID         -  OA0049
 OA0049  STATE/COUNTY-  OR/CURRY
 OA0049  USGS QUAD   -  OPHIR (1986)
 OA0049
 OA0049                         *CURRENT SURVEY CONTROL
 OA0049  ___________________________________________________________________
 OA0049* NAD 83(1986)-  42 34 34.     (N)    124 23 17.     (W)     SCALED    
 OA0049* NAVD 88     -        92.195  (meters)     302.48   (feet)  ADJUSTED  
 OA0049  ___________________________________________________________________
 OA0049  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 OA0049  DYNAMIC HT  -          92.172 (meters)     302.40  (feet)  COMP
 OA0049  MODELED GRAV-     980,364.6   (mgal)                       NAVD 88
 OA0049
 OA0049  VERT ORDER  -  FIRST     CLASS II
 OA0049
 OA0049.The horizontal coordinates were scaled from a topographic map and have
 OA0049.an estimated accuracy of +/- 6 seconds.
 OA0049
 OA0049.The orthometric height was determined by differential leveling
 OA0049.and adjusted in June 1991.
 OA0049.WARNING-Repeat measurements at this control monument indicate possible
 OA0049.vertical movement.
 OA0049
 OA0049.The geoid height was determined by GEOID03.
 OA0049
 OA0049.The dynamic height is computed by dividing the NAVD 88
 OA0049.geopotential number by the normal gravity value computed on the
 OA0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0049.degrees latitude (g = 980.6199 gals.).
 OA0049
 OA0049.The modeled gravity was interpolated from observed gravity values.
 OA0049
 OA0049;                    North         East    Units  Estimated Accuracy
 OA0049;SPC OR S     -   108,430.    1,180,930.      MT  (+/- 180 meters Scaled)
 OA0049
 OA0049                          SUPERSEDED SURVEY CONTROL
 OA0049
 OA0049  NGVD 29 (??/??/92)   91.108  (m)          298.91   (f) ADJ UNCH    1 2
 OA0049
 OA0049.Superseded values are not recommended for survey control.
 OA0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0049.See file dsdata.txt to determine how the superseded data were derived.
 OA0049
 OA0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN860146(NAD 83)
 OA0049_MARKER: DB = BENCH MARK DISK
 OA0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA0049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OA0049_STAMPING: D 43 1931
 OA0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0049+STABILITY: SURFACE MOTION
 OA0049
 OA0049  HISTORY     - Date     Condition        Report By
 OA0049  HISTORY     - 1931     MONUMENTED       CGS
 OA0049  HISTORY     - 1941     GOOD             NGS
 OA0049  HISTORY     - 1981     POOR             USGS
 OA0049  HISTORY     - 1988     MARK NOT FOUND   NGS
 OA0049  HISTORY     - 20021009 MARK NOT FOUND   USPSQD
 OA0049
 OA0049                          STATION DESCRIPTION
 OA0049
 OA0049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 OA0049'1.4 MI N FROM OPHIR.
 OA0049'1.4 MILES NORTH ALONG THE OREGON COAST HIGHWAY (U. S. 101) FROM THE
 OA0049'POST OFFICE AT OPHIR, CURRY COUNTY, 47 1/2 FEET NORTHEAST OF THE
 OA0049'NORTHEAST CORNER OF THE KOBLENZAR BROS. STORE AND GARAGE, 34 FEET
 OA0049'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 2 FEET SOUTH OF THE
 OA0049'GUARDRAIL ABOVE A TOURIST CAMP, AND AT A 4- BY 4-INCH WHITE WOODEN
 OA0049'POST STENCILED U. S. B. M.  A STANDARD DISK, STAMPED D 43 1931 AND SET
 OA0049'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 OA0049
 OA0049                          STATION RECOVERY (1981)
 OA0049
 OA0049'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 OA0049'BM LEANING 45 DEGREES TO THE WEST AND IN UNSTABLE GROUND.
 OA0049
 OA0049                          STATION RECOVERY (1988)
 OA0049
 OA0049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 OA0049'THERE HAS BEEN ROAD CONSTRUCTION AT THIS LOCATION.
 OA0049
 OA0049                          STATION RECOVERY (2002)
 OA0049
 OA0049'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 OA0049'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0149 ***********************************************************************
 RD0149  DESIGNATION -  D 430
 RD0149  PID         -  RD0149
 RD0149  STATE/COUNTY-  OR/CLACKAMAS
 RD0149  USGS QUAD   -  THREE LYNX (1985)
 RD0149
 RD0149                         *CURRENT SURVEY CONTROL
 RD0149  ___________________________________________________________________
 RD0149* NAD 83(1986)-  45 09 22.     (N)    122 06 44.     (W)     SCALED    
 RD0149* NAVD 88     -       304.532  (meters)     999.12   (feet)  ADJUSTED  
 RD0149  ___________________________________________________________________
 RD0149  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 RD0149  DYNAMIC HT  -         304.472 (meters)     998.92  (feet)  COMP
 RD0149  MODELED GRAV-     980,413.2   (mgal)                       NAVD 88
 RD0149
 RD0149  VERT ORDER  -  SECOND    CLASS 0
 RD0149
 RD0149.The horizontal coordinates were scaled from a topographic map and have
 RD0149.an estimated accuracy of +/- 6 seconds.
 RD0149
 RD0149.The orthometric height was determined by differential leveling
 RD0149.and adjusted in June 1991.
 RD0149
 RD0149.The geoid height was determined by GEOID03.
 RD0149
 RD0149.The dynamic height is computed by dividing the NAVD 88
 RD0149.geopotential number by the normal gravity value computed on the
 RD0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0149.degrees latitude (g = 980.6199 gals.).
 RD0149
 RD0149.The modeled gravity was interpolated from observed gravity values.
 RD0149
 RD0149;                    North         East    Units  Estimated Accuracy
 RD0149;SPC OR N     -   166,770.    2,373,250.      MT  (+/- 180 meters Scaled)
 RD0149
 RD0149                          SUPERSEDED SURVEY CONTROL
 RD0149
 RD0149  NGVD 29 (??/??/92)  303.452  (m)          995.58   (f) ADJ UNCH    2 0
 RD0149
 RD0149.Superseded values are not recommended for survey control.
 RD0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0149.See file dsdata.txt to determine how the superseded data were derived.
 RD0149
 RD0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER697006(NAD 83)
 RD0149_MARKER: DB = BENCH MARK DISK
 RD0149_SETTING: 80 = SET IN A BOULDER
 RD0149_SP_SET: BOULDER
 RD0149_STAMPING: D 430 1946
 RD0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0149+STABILITY: SURFACE MOTION
 RD0149
 RD0149  HISTORY     - Date     Condition        Report By
 RD0149  HISTORY     - 1946     MONUMENTED       CGS
 RD0149  HISTORY     - 1972     MARK NOT FOUND   NGS
 RD0149  HISTORY     - 1983     MARK NOT FOUND   USGS
 RD0149  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 RD0149
 RD0149                          STATION DESCRIPTION
 RD0149
 RD0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RD0149'8.2 MI NW FROM OAK GROVE RANGER STA.
 RD0149'ABOUT 8.2 MILES NORTHWEST ALONG THE CLACKAMAS RIVER ROAD FROM THE OAK
 RD0149'GROVE RANGER STATION, ABOUT 3.2 MILES NORTHWEST OF THE THREE LYNX
 RD0149'POWER PLANT, AT A ROCK CUT, ABOUT 100 YARDS WEST OF A POINT WHERE A
 RD0149'POWER LINE CROSSES OVER THE ROAD, 24 FEET NORTH OF THE CENTER LINE OF
 RD0149'THE ROAD, SET IN TOP OF A BOULDER WHICH PROJECTS ABOUT 4 FEET ABOVE
 RD0149'THE GROUND AND ROAD LEVEL.  NOTE-- THIS BENCH MARK HAS BEEN RESET BY
 RD0149'THE USBPR, DURING NEW CONSTRUCTION ON ROAD.
 RD0149
 RD0149                          STATION RECOVERY (1972)
 RD0149
 RD0149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 RD0149'MARK NOT FOUND.
 RD0149
 RD0149                          STATION RECOVERY (1983)
 RD0149
 RD0149'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 RD0149'MARK NOT FOUND.
 RD0149
 RD0149                          STATION RECOVERY (1989)
 RD0149
 RD0149'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RD0149'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0382 ***********************************************************************
 RC0382  DESIGNATION -  D 431
 RC0382  PID         -  RC0382
 RC0382  STATE/COUNTY-  OR/GILLIAM
 RC0382  USGS QUAD   -  MC DONALD (1975)
 RC0382
 RC0382                         *CURRENT SURVEY CONTROL
 RC0382  ___________________________________________________________________
 RC0382* NAD 83(1986)-  45 34 04.     (N)    120 24 10.     (W)     SCALED    
 RC0382* NAVD 88     -       125.353  (meters)     411.26   (feet)  ADJUSTED  
 RC0382  ___________________________________________________________________
 RC0382  GEOID HEIGHT-         -21.56  (meters)                     GEOID03
 RC0382  DYNAMIC HT  -         125.342 (meters)     411.23  (feet)  COMP
 RC0382  MODELED GRAV-     980,524.3   (mgal)                       NAVD 88
 RC0382
 RC0382  VERT ORDER  -  SECOND    CLASS 0
 RC0382
 RC0382.The horizontal coordinates were scaled from a topographic map and have
 RC0382.an estimated accuracy of +/- 6 seconds.
 RC0382
 RC0382.The orthometric height was determined by differential leveling
 RC0382.and adjusted in June 1991.
 RC0382
 RC0382.The geoid height was determined by GEOID03.
 RC0382
 RC0382.The dynamic height is computed by dividing the NAVD 88
 RC0382.geopotential number by the normal gravity value computed on the
 RC0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0382.degrees latitude (g = 980.6199 gals.).
 RC0382
 RC0382.The modeled gravity was interpolated from observed gravity values.
 RC0382
 RC0382;                    North         East    Units  Estimated Accuracy
 RC0382;SPC OR N     -   211,260.    2,507,590.      MT  (+/- 180 meters Scaled)
 RC0382
 RC0382                          SUPERSEDED SURVEY CONTROL
 RC0382
 RC0382  NGVD 29 (??/??/92)  124.350  (m)          407.97   (f) ADJ UNCH    2 0
 RC0382
 RC0382.Superseded values are not recommended for survey control.
 RC0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0382.See file dsdata.txt to determine how the superseded data were derived.
 RC0382
 RC0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGR026493(NAD 83)
 RC0382_MARKER: DB = BENCH MARK DISK
 RC0382_SETTING: 80 = SET IN A BOULDER
 RC0382_SP_SET: BOULDER
 RC0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0382+STABILITY: SURFACE MOTION
 RC0382
 RC0382  HISTORY     - Date     Condition        Report By
 RC0382  HISTORY     - UNK      MONUMENTED       CGS
 RC0382  HISTORY     - 1946     GOOD             NGS
 RC0382  HISTORY     - 1964     GOOD             NGS
 RC0382
 RC0382                          STATION DESCRIPTION
 RC0382
 RC0382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RC0382'27.5 MI S FROM RUFUS.
 RC0382'ABOUT 5.0 MILES EAST ALONG THE COLUMBIA RIVER HIGHWAY FROM THE POST
 RC0382'OFFICE AT RUFUS THENCE ABOUT 22.5 MILES SOUTH ALONG THE JOHN DAY
 RC0382'RIVER, SET IN THE TOP OF A LARGE BOULDER LYING AT THE SOUTH END OF A
 RC0382'ROCK BAR AND AT THE NORTH END OF A SAND BAR, ABOUT 0.3 MILE SOUTH OF
 RC0382'THE MOUTH OF ROCK CREEK, 69 FEET WEST OF THE CENTERLINE OF THE ROCK
 RC0382'CREEK ROAD, 10 FEET EAST OF THE EDGE OF THE RIVER, ABOUT 4 FEET BELOW
 RC0382'THE HIGH WATER MARK OF THE RIVER, ABOUT 3 FEET ABOVE THE IMMEDIATE
 RC0382'GROUND LEVEL.
 RC0382
 RC0382                          STATION RECOVERY (1964)
 RC0382
 RC0382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 RC0382'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0622 ***********************************************************************
 PB0622  DESIGNATION -  D 436
 PB0622  PID         -  PB0622
 PB0622  STATE/COUNTY-  OR/KLAMATH
 PB0622  USGS QUAD   -  MAZAMA (1967)
 PB0622
 PB0622                         *CURRENT SURVEY CONTROL
 PB0622  ___________________________________________________________________
 PB0622* NAD 83(1986)-  43 01 22.     (N)    121 49 32.     (W)     SCALED    
 PB0622* NAVD 88     -      1401.405  (meters)    4597.78   (feet)  ADJUSTED  
 PB0622  ___________________________________________________________________
 PB0622  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 PB0622  DYNAMIC HT  -        1400.628 (meters)    4595.23  (feet)  COMP
 PB0622  MODELED GRAV-     980,016.8   (mgal)                       NAVD 88
 PB0622
 PB0622  VERT ORDER  -  FIRST     CLASS II
 PB0622
 PB0622.The horizontal coordinates were scaled from a topographic map and have
 PB0622.an estimated accuracy of +/- 6 seconds.
 PB0622
 PB0622.The orthometric height was determined by differential leveling
 PB0622.and adjusted in June 1991.
 PB0622
 PB0622.The geoid height was determined by GEOID03.
 PB0622
 PB0622.The dynamic height is computed by dividing the NAVD 88
 PB0622.geopotential number by the normal gravity value computed on the
 PB0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0622.degrees latitude (g = 980.6199 gals.).
 PB0622
 PB0622.The modeled gravity was interpolated from observed gravity values.
 PB0622
 PB0622;                    North         East    Units  Estimated Accuracy
 PB0622;SPC OR S     -   151,500.    1,391,970.      MT  (+/- 180 meters Scaled)
 PB0622
 PB0622                          SUPERSEDED SURVEY CONTROL
 PB0622
 PB0622.No superseded survey control is available for this station.
 PB0622
 PB0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN956640(NAD 83)
 PB0622_MARKER: DB = BENCH MARK DISK
 PB0622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0622_SP_SET: SQUARE CONCRETE MONUMENT
 PB0622_STAMPING: D 436 1949
 PB0622_MARK LOGO: ORHD  
 PB0622_MAGNETIC: N = NO MAGNETIC MATERIAL
 PB0622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0622+STABILITY: SURFACE MOTION
 PB0622_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PB0622+SATELLITE: SATELLITE OBSERVATIONS - July 08, 1988
 PB0622
 PB0622  HISTORY     - Date     Condition        Report By
 PB0622  HISTORY     - 1949     MONUMENTED       ORHD
 PB0622  HISTORY     - 19880708 GOOD             NGS
 PB0622
 PB0622                          STATION DESCRIPTION
 PB0622
 PB0622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 PB0622'22.3 KM (13.85 MI) SOUTHERLY ALONG U.S. HIGHWAY 97 FROM THE POST
 PB0622'OFFICE IN CHEMULT, 15.3 M (50.2 FT) EAST OF THE CENTERLINE OF THE
 PB0622'HIGHWAY, 2.0 M (6.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M
 PB0622'(1.0 FT) SOUTH OF A SIGN USBM, AND IN TOP OF A CONCRETE POST THAT
 PB0622'PROJECTS 0.11 M (0.4 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0673 ***********************************************************************
 NY0673  DESIGNATION -  D 437
 NY0673  PID         -  NY0673
 NY0673  STATE/COUNTY-  OR/KLAMATH
 NY0673  USGS QUAD   -  KLAMATH FALLS (1985)
 NY0673
 NY0673                         *CURRENT SURVEY CONTROL
 NY0673  ___________________________________________________________________
 NY0673* NAD 83(1986)-  42 13 53.     (N)    121 46 31.     (W)     SCALED    
 NY0673* NAVD 88     -      1261.533  (meters)    4138.88   (feet)  ADJUSTED  
 NY0673  ___________________________________________________________________
 NY0673  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 NY0673  DYNAMIC HT  -        1260.777 (meters)    4136.40  (feet)  COMP
 NY0673  MODELED GRAV-     979,979.1   (mgal)                       NAVD 88
 NY0673
 NY0673  VERT ORDER  -  FIRST     CLASS II
 NY0673
 NY0673.The horizontal coordinates were scaled from a topographic map and have
 NY0673.an estimated accuracy of +/- 6 seconds.
 NY0673
 NY0673.The orthometric height was determined by differential leveling
 NY0673.and adjusted in June 1991.
 NY0673
 NY0673.The geoid height was determined by GEOID03.
 NY0673
 NY0673.The dynamic height is computed by dividing the NAVD 88
 NY0673.geopotential number by the normal gravity value computed on the
 NY0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0673.degrees latitude (g = 980.6199 gals.).
 NY0673
 NY0673.The modeled gravity was interpolated from observed gravity values.
 NY0673
 NY0673;                    North         East    Units  Estimated Accuracy
 NY0673;SPC OR S     -    63,530.    1,394,730.      MT  (+/- 180 meters Scaled)
 NY0673
 NY0673                          SUPERSEDED SURVEY CONTROL
 NY0673
 NY0673.No superseded survey control is available for this station.
 NY0673
 NY0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM010761(NAD 83)
 NY0673_MARKER: DB = BENCH MARK DISK
 NY0673_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NY0673_SP_SET: ABUTMENT WALKWAY
 NY0673_STAMPING: D 437 1940
 NY0673_MARK LOGO: ORHD  
 NY0673_MAGNETIC: N = NO MAGNETIC MATERIAL
 NY0673_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NY0673_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NY0673+SATELLITE: SATELLITE OBSERVATIONS - June 28, 1988
 NY0673
 NY0673  HISTORY     - Date     Condition        Report By
 NY0673  HISTORY     - 1940     MONUMENTED       ORHD
 NY0673  HISTORY     - 19880628 GOOD             NGS
 NY0673
 NY0673                          STATION DESCRIPTION
 NY0673
 NY0673'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 NY0673'IN KLAMATH FALLS, AT THE INTERSECTION OF STATE HIGHWAYS 97 BUSINESS
 NY0673'AND 39, IN TOP OF AND 0.3 M (1.0 FT) SOUTHWEST OF THE NORTHEAST END
 NY0673'OF THE NORTHWEST ABUTMENT WALKWAY OF A BRIDGE SPANNING AN IRREGATION
 NY0673'DITCH, 16.3 M (53.5 FT) SOUTHWEST OF THE CENTERLINE OF THE SOUTHBOUND
 NY0673'LANES OF HIGHWAY 37, 7.3 M (24.0 FT) NORTHWEST OF THE SOUTHWESTBOUND
 NY0673'LANES OF HIGHWAY 97 BUSINESS, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF
 NY0673'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0412 ***********************************************************************
 OA0412  DESIGNATION -  D 44
 OA0412  PID         -  OA0412
 OA0412  STATE/COUNTY-  OR/COOS
 OA0412  USGS QUAD   -  BANDON (1970)
 OA0412
 OA0412                         *CURRENT SURVEY CONTROL
 OA0412  ___________________________________________________________________
 OA0412* NAD 83(1986)-  43 04 35.     (N)    124 24 55.     (W)     SCALED    
 OA0412* NAVD 88     -        16.186  (meters)      53.10   (feet)  ADJUSTED  
 OA0412  ___________________________________________________________________
 OA0412  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 OA0412  DYNAMIC HT  -          16.183 (meters)      53.09  (feet)  COMP
 OA0412  MODELED GRAV-     980,434.2   (mgal)                       NAVD 88
 OA0412
 OA0412  VERT ORDER  -  FIRST     CLASS II
 OA0412
 OA0412.The horizontal coordinates were scaled from a topographic map and have
 OA0412.an estimated accuracy of +/- 6 seconds.
 OA0412
 OA0412.The orthometric height was determined by differential leveling
 OA0412.and adjusted in June 1991.
 OA0412
 OA0412.The geoid height was determined by GEOID03.
 OA0412
 OA0412.The dynamic height is computed by dividing the NAVD 88
 OA0412.geopotential number by the normal gravity value computed on the
 OA0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0412.degrees latitude (g = 980.6199 gals.).
 OA0412
 OA0412.The modeled gravity was interpolated from observed gravity values.
 OA0412
 OA0412;                    North         East    Units  Estimated Accuracy
 OA0412;SPC OR S     -   164,050.    1,181,290.      MT  (+/- 180 meters Scaled)
 OA0412
 OA0412                          SUPERSEDED SURVEY CONTROL
 OA0412
 OA0412  NGVD 29 (??/??/92)   15.004  (m)           49.23   (f) ADJ UNCH    1 2
 OA0412
 OA0412.Superseded values are not recommended for survey control.
 OA0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0412.See file dsdata.txt to determine how the superseded data were derived.
 OA0412
 OA0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN847702(NAD 83)
 OA0412_MARKER: DD = SURVEY DISK
 OA0412_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OA0412_SP_SET: CULVERT
 OA0412_STAMPING: D 44 1931
 OA0412_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OA0412
 OA0412  HISTORY     - Date     Condition        Report By
 OA0412  HISTORY     - 1931     MONUMENTED       ORHD
 OA0412  HISTORY     - 1941     GOOD             NGS
 OA0412  HISTORY     - 1988     MARK NOT FOUND   NGS
 OA0412
 OA0412                          STATION DESCRIPTION
 OA0412
 OA0412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 OA0412'3.0 MI S FROM BANDON.
 OA0412'ABOUT 3.0 MILES SOUTH ALONG THE OREGON COAST HIGHWAY (U.S. 101) FROM
 OA0412'BANDON, COOS COUNTY, AT THE NORTHWEST CORNER OF A 12- BY 12-FOOT
 OA0412'CONCRETE-BOX CULVERT OVER CROOKED CREEK, IN THE TOP OF THE WING WALL,
 OA0412'AND AT A 4- BY 4-INCH WHITE WOODEN POST STENCILED U.S.B.M.  AN OREGON
 OA0412'STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED D 44 1931.
 OA0412
 OA0412                          STATION RECOVERY (1988)
 OA0412
 OA0412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 OA0412'THERE IS A NEW CULVERT AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0039 ***********************************************************************
 RD0039  DESIGNATION -  D 442
 RD0039  PID         -  RD0039
 RD0039  STATE/COUNTY-  OR/MULTNOMAH
 RD0039  USGS QUAD   -  BRIDAL VEIL (1994)
 RD0039
 RD0039                         *CURRENT SURVEY CONTROL
 RD0039  ___________________________________________________________________
 RD0039* NAD 83(1986)-  45 33 18.     (N)    122 10 53.     (W)     SCALED    
 RD0039* NAVD 88     -        12.053  (meters)      39.54   (feet)  ADJUSTED  
 RD0039  ___________________________________________________________________
 RD0039  GEOID HEIGHT-         -22.23  (meters)                     GEOID03
 RD0039  DYNAMIC HT  -          12.053 (meters)      39.54  (feet)  COMP
 RD0039  MODELED GRAV-     980,592.5   (mgal)                       NAVD 88
 RD0039
 RD0039  VERT ORDER  -  FIRST     CLASS II
 RD0039
 RD0039.The horizontal coordinates were scaled from a topographic map and have
 RD0039.an estimated accuracy of +/- 6 seconds.
 RD0039
 RD0039.The orthometric height was determined by differential leveling
 RD0039.and adjusted in June 1991.
 RD0039.WARNING-Repeat measurements at this control monument indicate possible
 RD0039.vertical movement.
 RD0039
 RD0039.The geoid height was determined by GEOID03.
 RD0039
 RD0039.The dynamic height is computed by dividing the NAVD 88
 RD0039.geopotential number by the normal gravity value computed on the
 RD0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0039.degrees latitude (g = 980.6199 gals.).
 RD0039
 RD0039.The modeled gravity was interpolated from observed gravity values.
 RD0039
 RD0039;                    North         East    Units  Estimated Accuracy
 RD0039;SPC OR N     -   211,200.    2,368,730.      MT  (+/- 180 meters Scaled)
 RD0039
 RD0039                          SUPERSEDED SURVEY CONTROL
 RD0039
 RD0039  NGVD 29 (??/??/92)   11.053  (m)           36.26   (f) ADJ UNCH    1 2
 RD0039
 RD0039.Superseded values are not recommended for survey control.
 RD0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0039.See file dsdata.txt to determine how the superseded data were derived.
 RD0039
 RD0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER638449(NAD 83)
 RD0039_MARKER: DD = SURVEY DISK
 RD0039_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RD0039_SP_SET: HEADWALL
 RD0039_STAMPING: D 442 1950
 RD0039_MARK LOGO: ORHD  
 RD0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0039+STABILITY: SURFACE MOTION
 RD0039_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD0039+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2006
 RD0039
 RD0039  HISTORY     - Date     Condition        Report By
 RD0039  HISTORY     - 1950     MONUMENTED       ORDT
 RD0039  HISTORY     - 1956     GOOD             NGS
 RD0039  HISTORY     - 1984     GOOD             USPSQD
 RD0039  HISTORY     - 1987     GOOD             NGS
 RD0039  HISTORY     - 20040417 GOOD             USPSQD
 RD0039  HISTORY     - 20060319 GOOD             USPSQD
 RD0039
 RD0039                          STATION DESCRIPTION
 RD0039
 RD0039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 RD0039'0.2 MI SW FROM BRIDAL VEIL.
 RD0039'0.2 MILE SOUTHWEST ALONG U.S. HIGHWAY 30 FROM THE UNION PACIFIC
 RD0039'RAILROAD STATION AT BRIDAL VEIL, IN T 1 N - R 5 E, AT BRIDAL VEIL
 RD0039'CREEK, IN TOP OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE HEAD WALL
 RD0039'OF A 12-FOOT CONCRETE BOX CULVERT, 59.2 FEET (SLOPE MEASUREMENT)
 RD0039'SOUTHEAST OF THE CENTER LINE OF THE SOUTH LANES OF THE HIGHWAY, 1.5
 RD0039'FEET WEST OF A WITNESS POST, AND ABOUT 12 FEET LOWER THAN THE HIGHWAY.
 RD0039
 RD0039                          STATION RECOVERY (1984)
 RD0039
 RD0039'RECOVERY NOTE BY US POWER SQUADRON 1984
 RD0039'ON SOUTHEAST CORNER OF CULVERT UNDER INTERSTATE 80 N FOR BRIDAL VEIL
 RD0039'CREEK.
 RD0039
 RD0039                          STATION RECOVERY (1987)
 RD0039
 RD0039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD0039'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.56 KM
 RD0039'(0.35 MI) WEST ALONG INTERSTATE HIGHWAY 84 FROM THE OVERPASS AT EXIT
 RD0039'28 IN BRIDAL VEIL, IN TOP OF THE NORTHEAST END OF THE SOUTHEAST
 RD0039'HEADWALL OF A 12 FT BOX CULVERT FOR BRIDAL VEIL CREEK, 18.3 M
 RD0039'(60.0 FT) SOUTH OF THE HIGHWAY EASTBOUND CENTERLINE.
 RD0039'THE MARK IS 3.0 M BELOW THE HIGHWAY.
 RD0039
 RD0039                          STATION RECOVERY (2004)
 RD0039
 RD0039'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 RD0039'RECOVERED IN GOOD CONDITION.
 RD0039
 RD0039                          STATION RECOVERY (2006)
 RD0039
 RD0039'RECOVERY NOTE BY US POWER SQUADRON 2006
 RD0039'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0271 ***********************************************************************
 QE0271  DESIGNATION -  D 45
 QE0271  PID         -  QE0271
 QE0271  STATE/COUNTY-  OR/LANE
 QE0271  USGS QUAD   -  WALTERVILLE (1986)
 QE0271
 QE0271                         *CURRENT SURVEY CONTROL
 QE0271  ___________________________________________________________________
 QE0271* NAD 83(1986)-  44 03 18.     (N)    122 49 50.     (W)     SCALED    
 QE0271* NAVD 88     -       178.154  (meters)     584.49   (feet)  ADJUSTED  
 QE0271  ___________________________________________________________________
 QE0271  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 QE0271  DYNAMIC HT  -         178.121 (meters)     584.39  (feet)  COMP
 QE0271  MODELED GRAV-     980,434.1   (mgal)                       NAVD 88
 QE0271
 QE0271  VERT ORDER  -  FIRST     CLASS II
 QE0271
 QE0271.The horizontal coordinates were scaled from a topographic map and have
 QE0271.an estimated accuracy of +/- 6 seconds.
 QE0271
 QE0271.The orthometric height was determined by differential leveling
 QE0271.and adjusted in June 1991.
 QE0271.WARNING-Repeat measurements at this control monument indicate possible
 QE0271.vertical movement.
 QE0271
 QE0271.The geoid height was determined by GEOID03.
 QE0271
 QE0271.The dynamic height is computed by dividing the NAVD 88
 QE0271.geopotential number by the normal gravity value computed on the
 QE0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0271.degrees latitude (g = 980.6199 gals.).
 QE0271
 QE0271.The modeled gravity was interpolated from observed gravity values.
 QE0271
 QE0271;                    North         East    Units  Estimated Accuracy
 QE0271;SPC OR S     -   267,910.    1,313,270.      MT  (+/- 180 meters Scaled)
 QE0271
 QE0271                          SUPERSEDED SURVEY CONTROL
 QE0271
 QE0271  NGVD 29 (??/??/92)  177.038  (m)          580.83   (f) ADJ UNCH    1 2
 QE0271
 QE0271.Superseded values are not recommended for survey control.
 QE0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0271.See file dsdata.txt to determine how the superseded data were derived.
 QE0271
 QE0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP135779(NAD 83)
 QE0271_MARKER: DD = SURVEY DISK
 QE0271_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QE0271_SP_SET: CURB
 QE0271_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0271
 QE0271  HISTORY     - Date     Condition        Report By
 QE0271  HISTORY     - UNK      MONUMENTED       ORDT
 QE0271  HISTORY     - 1930     GOOD             NGS
 QE0271  HISTORY     - 1969     MARK NOT FOUND   NGS
 QE0271
 QE0271                          STATION DESCRIPTION
 QE0271
 QE0271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1930
 QE0271'2 MI SW FROM WALTERVILLE.
 QE0271'SOUTHEAST CORNER OF SOUTH SPAN OF HENDRICKS BRIDGE OVER MCKENZIE
 QE0271'RIVER, IN CURB.
 QE0271
 QE0271                          STATION RECOVERY (1969)
 QE0271
 QE0271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 QE0271'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0231 ***********************************************************************
 QE0231  DESIGNATION -  D 454
 QE0231  PID         -  QE0231
 QE0231  STATE/COUNTY-  OR/LINN
 QE0231  USGS QUAD   -  SWEET HOME (1984)
 QE0231
 QE0231                         *CURRENT SURVEY CONTROL
 QE0231  ___________________________________________________________________
 QE0231* NAD 83(1986)-  44 23 52.     (N)    122 43 35.     (W)     SCALED    
 QE0231* NAVD 88     -       164.79   (+/-2cm)     540.6    (feet)  VERTCON   
 QE0231  ___________________________________________________________________
 QE0231  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 QE0231  VERT ORDER  -  THIRD (See Below)
 QE0231
 QE0231.The horizontal coordinates were scaled from a topographic map and have
 QE0231.an estimated accuracy of +/- 6 seconds.
 QE0231
 QE0231.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE0231.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE0231.The vertical order pertains to the NGVD 29 superseded value.
 QE0231
 QE0231.The geoid height was determined by GEOID03.
 QE0231
 QE0231;                    North         East    Units  Estimated Accuracy
 QE0231;SPC OR N     -    83,690.    2,322,650.      MT  (+/- 180 meters Scaled)
 QE0231
 QE0231                          SUPERSEDED SURVEY CONTROL
 QE0231
 QE0231  NGVD 29 (??/??/??)  163.75   (m)          537.2    (f) RESET       3  
 QE0231
 QE0231.Superseded values are not recommended for survey control.
 QE0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0231.See file dsdata.txt to determine how the superseded data were derived.
 QE0231
 QE0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ217160(NAD 83)
 QE0231_MARKER: DD = SURVEY DISK
 QE0231_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QE0231_SP_SET: SIDEWALK
 QE0231_STAMPING: D 454 1955
 QE0231_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0231
 QE0231  HISTORY     - Date     Condition        Report By
 QE0231  HISTORY     - 1955     MONUMENTED       ORDT
 QE0231  HISTORY     - 1963     GOOD             NGS
 QE0231
 QE0231                          STATION DESCRIPTION
 QE0231
 QE0231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 QE0231'IN SWEET HOME.
 QE0231'AT SWEET HOME, 0.05 MILE NORTH OF THE SWEET HOME POST OFFICE IN THE
 QE0231'SOUTHEAST CORNER OF THE INTERSECTION OF 13TH AVENUE AND M STREET, 30
 QE0231'FEET EAST OF THE CENTER OF 13TH AVENUE, 50 FEET SOUTH OF THE CENTER OF
 QE0231'M STREET (U.S. HIGHWAY 20), 12 FEET SOUTH OF THE NORTHWEST CORNER OF
 QE0231'GROVES DRUG STORE AND 0.5 FOOT WEST OF THE WEST WALL OF THE BUILDING,
 QE0231'CEMENTED IN A DRILL HOLE IN THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0678 ***********************************************************************
 PB0678  DESIGNATION -  D 459
 PB0678  PID         -  PB0678
 PB0678  STATE/COUNTY-  OR/DESCHUTES
 PB0678  USGS QUAD   -  LAVA BUTTE (1981)
 PB0678
 PB0678                         *CURRENT SURVEY CONTROL
 PB0678  ___________________________________________________________________
 PB0678* NAD 83(1986)-  43 55 54.     (N)    121 21 08.     (W)     SCALED    
 PB0678* NAVD 88     -      1300.626  (meters)    4267.14   (feet)  ADJUSTED  
 PB0678  ___________________________________________________________________
 PB0678  GEOID HEIGHT-         -20.67  (meters)                     GEOID03
 PB0678  DYNAMIC HT  -        1300.052 (meters)    4265.25  (feet)  COMP
 PB0678  MODELED GRAV-     980,131.9   (mgal)                       NAVD 88
 PB0678
 PB0678  VERT ORDER  -  FIRST     CLASS II
 PB0678
 PB0678.The horizontal coordinates were scaled from a topographic map and have
 PB0678.an estimated accuracy of +/- 6 seconds.
 PB0678
 PB0678.The orthometric height was determined by differential leveling
 PB0678.and adjusted in June 1991.
 PB0678
 PB0678.The geoid height was determined by GEOID03.
 PB0678
 PB0678.The dynamic height is computed by dividing the NAVD 88
 PB0678.geopotential number by the normal gravity value computed on the
 PB0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0678.degrees latitude (g = 980.6199 gals.).
 PB0678
 PB0678.The modeled gravity was interpolated from observed gravity values.
 PB0678
 PB0678;                    North         East    Units  Estimated Accuracy
 PB0678;SPC OR S     -   251,960.    1,431,570.      MT  (+/- 180 meters Scaled)
 PB0678
 PB0678                          SUPERSEDED SURVEY CONTROL
 PB0678
 PB0678.No superseded survey control is available for this station.
 PB0678
 PB0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP322656(NAD 83)
 PB0678_MARKER: DB = BENCH MARK DISK
 PB0678_SETTING: 66 = SET IN ROCK OUTCROP
 PB0678_SP_SET: IN A DRILL HOLE IN BEDROCK
 PB0678_STAMPING: D 459 1954
 PB0678_MARK LOGO: ORHD  
 PB0678_MAGNETIC: N = NO MAGNETIC MATERIAL
 PB0678_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PB0678+STABILITY: POSITION/ELEVATION WELL
 PB0678_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PB0678+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1988
 PB0678
 PB0678  HISTORY     - Date     Condition        Report By
 PB0678  HISTORY     - 1954     MONUMENTED       ORHD
 PB0678  HISTORY     - 19880721 GOOD             NGS
 PB0678
 PB0678                          STATION DESCRIPTION
 PB0678
 PB0678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 PB0678'15.1 KM (9.40 MI) SOUTHERLY ALONG U.S. HIGHWAY 97 FROM THE SOUTH
 PB0678'JUNCTION OF U.S. HIGHWAY 20 IN BEND, ON A LEDGE AT THE SOUTHWEST BASE
 PB0678'OF A DOME SHAPED LAVA OUTCROP, 33.5 M (109.9 FT) EAST OF THE
 PB0678'CENTERLINE OF THE HIGHWAY, 15.2 M (49.9 FT) NORTH OF THE CENTER OF A
 PB0678'TRACK ROAD, 0.6 M (2.0 FT) NORTHEAST OF A STATE WITNESS POST, AND 1.5
 PB0678'M (4.9 FT) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0482 ***********************************************************************
 PA0482  DESIGNATION -  D 461
 PA0482  PID         -  PA0482
 PA0482  STATE/COUNTY-  OR/CROOK
 PA0482  USGS QUAD   -  TWELVEMILE RESERVOIR (1981)
 PA0482
 PA0482                         *CURRENT SURVEY CONTROL
 PA0482  ___________________________________________________________________
 PA0482* NAD 83(1986)-  43 58 18.     (N)    119 51 35.     (W)     SCALED    
 PA0482* NAVD 88     -      1431.265  (meters)    4695.74   (feet)  ADJUSTED  
 PA0482  ___________________________________________________________________
 PA0482  GEOID HEIGHT-         -19.11  (meters)                     GEOID03
 PA0482  DYNAMIC HT  -        1430.588 (meters)    4693.52  (feet)  COMP
 PA0482  MODELED GRAV-     980,095.4   (mgal)                       NAVD 88
 PA0482
 PA0482  VERT ORDER  -  FIRST     CLASS II
 PA0482
 PA0482.The horizontal coordinates were scaled from a topographic map and have
 PA0482.an estimated accuracy of +/- 6 seconds.
 PA0482
 PA0482.The orthometric height was determined by differential leveling
 PA0482.and adjusted in June 1991.
 PA0482
 PA0482.The geoid height was determined by GEOID03.
 PA0482
 PA0482.The dynamic height is computed by dividing the NAVD 88
 PA0482.geopotential number by the normal gravity value computed on the
 PA0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0482.degrees latitude (g = 980.6199 gals.).
 PA0482
 PA0482.The modeled gravity was interpolated from observed gravity values.
 PA0482
 PA0482;                    North         East    Units  Estimated Accuracy
 PA0482;SPC OR S     -   256,250.    1,551,380.      MT  (+/- 180 meters Scaled)
 PA0482
 PA0482                          SUPERSEDED SURVEY CONTROL
 PA0482
 PA0482  NGVD 29 (??/??/92) 1430.026  (m)         4691.68   (f) ADJ UNCH    1 2
 PA0482
 PA0482.Superseded values are not recommended for survey control.
 PA0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0482.See file dsdata.txt to determine how the superseded data were derived.
 PA0482
 PA0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKJ706727(NAD 83)
 PA0482_MARKER: DB = BENCH MARK DISK
 PA0482_SETTING: 80 = SET IN A BOULDER
 PA0482_SP_SET: BOULDER
 PA0482_STAMPING: D 461 1936
 PA0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0482+STABILITY: SURFACE MOTION
 PA0482
 PA0482  HISTORY     - Date     Condition        Report By
 PA0482  HISTORY     - 1936     MONUMENTED       CGS
 PA0482
 PA0482                          STATION DESCRIPTION
 PA0482
 PA0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 PA0482'18.0 MI S FROM PAULINA.
 PA0482'18.0 MILES S OF AND ALONG ROAD FROM PAULINA TO SUNTEX NEAR TOP OF
 PA0482'MOUNTAIN AT S END OF VALLEY.  ON W SIDE OF VALLEY ON E SLOPE OF
 PA0482'MOUNTAIN.  A FEW LARGE BOULDERS SCATTERED ON HILLSIDE W OF MARKER.  9
 PA0482'FEET ABOVE SURFACE OF GROUND AND 31 FEET W OF THE CENTER OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0888 ***********************************************************************
 QD0888  DESIGNATION -  D 463
 QD0888  PID         -  QD0888
 QD0888  STATE/COUNTY-  OR/DESCHUTES
 QD0888  USGS QUAD   -  BEND (1981)
 QD0888
 QD0888                         *CURRENT SURVEY CONTROL
 QD0888  ___________________________________________________________________
 QD0888* NAD 83(1986)-  44 04 34.     (N)    121 17 19.     (W)     SCALED    
 QD0888* NAVD 88     -      1085.885  (meters)    3562.61   (feet)  ADJUSTED  
 QD0888  ___________________________________________________________________
 QD0888  GEOID HEIGHT-         -20.97  (meters)                     GEOID03
 QD0888  DYNAMIC HT  -        1085.459 (meters)    3561.21  (feet)  COMP
 QD0888  MODELED GRAV-     980,188.6   (mgal)                       NAVD 88
 QD0888
 QD0888  VERT ORDER  -  SECOND    CLASS 0
 QD0888
 QD0888.The horizontal coordinates were scaled from a topographic map and have
 QD0888.an estimated accuracy of +/- 6 seconds.
 QD0888
 QD0888.The orthometric height was determined by differential leveling
 QD0888.and adjusted in June 1991.
 QD0888
 QD0888.The geoid height was determined by GEOID03.
 QD0888
 QD0888.The dynamic height is computed by dividing the NAVD 88
 QD0888.geopotential number by the normal gravity value computed on the
 QD0888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0888.degrees latitude (g = 980.6199 gals.).
 QD0888
 QD0888.The modeled gravity was interpolated from observed gravity values.
 QD0888
 QD0888;                    North         East    Units  Estimated Accuracy
 QD0888;SPC OR S     -   267,960.    1,436,830.      MT  (+/- 180 meters Scaled)
 QD0888
 QD0888                          SUPERSEDED SURVEY CONTROL
 QD0888
 QD0888  NGVD 29 (??/??/92) 1084.717  (m)         3558.78   (f) ADJ UNCH    2 0
 QD0888
 QD0888.Superseded values are not recommended for survey control.
 QD0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0888.See file dsdata.txt to determine how the superseded data were derived.
 QD0888
 QD0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP370817(NAD 83)
 QD0888_MARKER: DB = BENCH MARK DISK
 QD0888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD0888_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QD0888_STAMPING: D-463-1936
 QD0888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0888+STABILITY: SURFACE MOTION
 QD0888
 QD0888  HISTORY     - Date     Condition        Report By
 QD0888  HISTORY     - 1936     MONUMENTED       CGS
 QD0888
 QD0888                          STATION DESCRIPTION
 QD0888
 QD0888'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 QD0888'2.4 MI NE FROM BEND.
 QD0888'2.4 MILES NORTHEAST FROM POST OFFICE ALONG COUNTY ROAD.  ABOUT 1.5
 QD0888'MILES NORTHEAST OF THE INTERSECTION OF THE BEND-BURNS HIGHWAY AND 8TH
 QD0888'STREET AT BEND.  AT INTERSECTION WHERE A SMALL STREAM COMES CLOSE TO
 QD0888'NORTH SIDE OF ROAD.  INTERSECTION IS A Y ROAD TO THE SOUTH.  55 FEET
 QD0888'SOUTHEAST OF CENTERLINE OF MAIN ROAD.  19 FEET EAST OF CENTERLINE OF Y
 QD0888'ROAD.  1.0 FOOT EAST OF FENCE LINE.  A PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0405 ***********************************************************************
 NY0405  DESIGNATION -  D 464
 NY0405  PID         -  NY0405
 NY0405  STATE/COUNTY-  OR/KLAMATH
 NY0405  USGS QUAD   -  LOST RIVER (1986)
 NY0405
 NY0405                         *CURRENT SURVEY CONTROL
 NY0405  ___________________________________________________________________
 NY0405* NAD 83(1986)-  42 05 42.     (N)    121 41 23.     (W)     SCALED    
 NY0405* NAVD 88     -      1245.675  (meters)    4086.85   (feet)  ADJUSTED  
 NY0405  ___________________________________________________________________
 NY0405  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 NY0405  DYNAMIC HT  -        1244.921 (meters)    4084.38  (feet)  COMP
 NY0405  MODELED GRAV-     979,974.1   (mgal)                       NAVD 88
 NY0405
 NY0405  VERT ORDER  -  SECOND    CLASS 0
 NY0405
 NY0405.The horizontal coordinates were scaled from a topographic map and have
 NY0405.an estimated accuracy of +/- 6 seconds.
 NY0405
 NY0405.The orthometric height was determined by differential leveling
 NY0405.and adjusted in June 1991.
 NY0405
 NY0405.The geoid height was determined by GEOID03.
 NY0405
 NY0405.The dynamic height is computed by dividing the NAVD 88
 NY0405.geopotential number by the normal gravity value computed on the
 NY0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0405.degrees latitude (g = 980.6199 gals.).
 NY0405
 NY0405.The modeled gravity was interpolated from observed gravity values.
 NY0405
 NY0405;                    North         East    Units  Estimated Accuracy
 NY0405;SPC OR S     -    48,280.    1,401,570.      MT  (+/- 180 meters Scaled)
 NY0405
 NY0405                          SUPERSEDED SURVEY CONTROL
 NY0405
 NY0405  NGVD 29 (??/??/92) 1244.601  (m)         4083.33   (f) ADJ UNCH    2 0
 NY0405
 NY0405.Superseded values are not recommended for survey control.
 NY0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0405.See file dsdata.txt to determine how the superseded data were derived.
 NY0405
 NY0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM083611(NAD 83)
 NY0405_MARKER: DB = BENCH MARK DISK
 NY0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NY0405_STAMPING: D-464 1940
 NY0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0405+STABILITY: SURFACE MOTION
 NY0405
 NY0405  HISTORY     - Date     Condition        Report By
 NY0405  HISTORY     - 1940     MONUMENTED       CGS
 NY0405
 NY0405                          STATION DESCRIPTION
 NY0405
 NY0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NY0405'12.45 MI SE FROM KLAMATH FALLS.
 NY0405'LOCATED 12.45 MILES SOUTH-EAST OF THE CITY HALL IN KLAMATH FALLS,
 NY0405'KLAMATH CO. OR. ALONG THE KLAMATH FALLS-CANBY CALIF. HWY.  JUST
 NY0405'OUT-SIDE THE NORTH-WEST CORNER OF A WHITE PICKET YARD FENCE AROUND A
 NY0405'ONE STORY YELLOW STUCCO HOUSE.  60 FEET NORTH-EAST OF THE CENTERLINE
 NY0405'OF HWY.  THERE IS AN OFF-SET IN THE R.O.W. FENCE IN FRONT OF THIS
 NY0405'HOUSE.  WITNESS POST IS SET BY BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0085 ***********************************************************************
 OA0085  DESIGNATION -  D 465
 OA0085  PID         -  OA0085
 OA0085  STATE/COUNTY-  OR/CURRY
 OA0085  USGS QUAD   -  SIXES (1996)
 OA0085
 OA0085                         *CURRENT SURVEY CONTROL
 OA0085  ___________________________________________________________________
 OA0085* NAD 83(1986)-  42 50 56.     (N)    124 28 23.     (W)     SCALED    
 OA0085* NAVD 88     -        57.866  (meters)     189.85   (feet)  POSTED    
 OA0085  ___________________________________________________________________
 OA0085  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 OA0085  DYNAMIC HT  -          57.850 (meters)     189.80  (feet)  COMP
 OA0085  MODELED GRAV-     980,416.2   (mgal)                       NAVD 88
 OA0085
 OA0085  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 OA0085
 OA0085.The horizontal coordinates were scaled from a topographic map and have
 OA0085.an estimated accuracy of +/- 6 seconds.
 OA0085
 OA0085.The orthometric height was determined by differential leveling
 OA0085.and adjusted by the  in 1992.
 OA0085.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 OA0085.rate of 4.1 thru 8.0 mm/km.
 OA0085
 OA0085.The geoid height was determined by GEOID03.
 OA0085
 OA0085.The dynamic height is computed by dividing the NAVD 88
 OA0085.geopotential number by the normal gravity value computed on the
 OA0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0085.degrees latitude (g = 980.6199 gals.).
 OA0085
 OA0085.The modeled gravity was interpolated from observed gravity values.
 OA0085
 OA0085;                    North         East    Units  Estimated Accuracy
 OA0085;SPC OR S     -   139,030.    1,175,390.      MT  (+/- 180 meters Scaled)
 OA0085
 OA0085                          SUPERSEDED SURVEY CONTROL
 OA0085
 OA0085  NGVD 29 (??/??/92)   56.722  (m)          186.10   (f) ADJ UNCH    1 2
 OA0085
 OA0085.Superseded values are not recommended for survey control.
 OA0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0085.See file dsdata.txt to determine how the superseded data were derived.
 OA0085
 OA0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN796450(NAD 83)
 OA0085_MARKER: DB = BENCH MARK DISK
 OA0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OA0085_STAMPING: D 465 1941
 OA0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0085+STABILITY: SURFACE MOTION
 OA0085
 OA0085  HISTORY     - Date     Condition        Report By
 OA0085  HISTORY     - 1941     MONUMENTED       CGS
 OA0085  HISTORY     - 1987     GOOD             USPSQD
 OA0085  HISTORY     - 1988     MARK NOT FOUND   NGS
 OA0085  HISTORY     - 1990     GOOD             USPSQD
 OA0085  HISTORY     - 20020507 MARK NOT FOUND   USPSQD
 OA0085  HISTORY     - 20030711 MARK NOT FOUND   USPSQD
 OA0085
 OA0085                          STATION DESCRIPTION
 OA0085
 OA0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 OA0085'7.8 MI N FROM PORT ORFORD.
 OA0085'7.8 MILES NORTH ALONG THE OREGON COAST HIGHWAY (U. S. 101) FROM THE
 OA0085'POST OFFICE AT PORT ORFORD, CURRY COUNTY, 80 FEET WEST OF THE WEST END
 OA0085'AN ABANDONED BARN, 45 FEET SOUTH OF THE DRIVEWAY LEADING TO THE BARN,
 OA0085'30 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AT A WHITE WOODEN POST
 OA0085'STENCILED U. S. B. M., AND ABOUT 3 FEET HIGHER THAN THE HIGHWAY. A
 OA0085'STANDARD DISK, STAMPED D 465 1941 AND SET IN THE TOP OF A CONCRETE
 OA0085'POST.
 OA0085
 OA0085                          STATION RECOVERY (1987)
 OA0085
 OA0085'RECOVERY NOTE BY US POWER SQUADRON 1987 (AS)
 OA0085'RECOVERED IN GOOD CONDITION.
 OA0085
 OA0085                          STATION RECOVERY (1988)
 OA0085
 OA0085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 OA0085'MARK NOT FOUND.
 OA0085
 OA0085                          STATION RECOVERY (1990)
 OA0085
 OA0085'RECOVERY NOTE BY US POWER SQUADRON 1990 (AES)
 OA0085'RECOVERED IN GOOD CONDITION.
 OA0085
 OA0085                          STATION RECOVERY (2002)
 OA0085
 OA0085'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 OA0085'MARK NOT FOUND.
 OA0085
 OA0085                          STATION RECOVERY (2003)
 OA0085
 OA0085'RECOVERY NOTE BY US POWER SQUADRON 2003 (AES)
 OA0085'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0220 ***********************************************************************
 OA0220  DESIGNATION -  D 466
 OA0220  PID         -  OA0220
 OA0220  STATE/COUNTY-  OR/CURRY
 OA0220  USGS QUAD   -  CARPENTERVILLE (1986)
 OA0220
 OA0220                         *CURRENT SURVEY CONTROL
 OA0220  ___________________________________________________________________
 OA0220* NAD 83(1986)-  42 10 45.     (N)    124 19 01.     (W)     SCALED    
 OA0220* NAVD 88     -       376.832  (meters)    1236.32   (feet)  ADJUSTED  
 OA0220  ___________________________________________________________________
 OA0220  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 OA0220  DYNAMIC HT  -         376.700 (meters)    1235.89  (feet)  COMP
 OA0220  MODELED GRAV-     980,260.0   (mgal)                       NAVD 88
 OA0220
 OA0220  VERT ORDER  -  FIRST     CLASS II
 OA0220
 OA0220.The horizontal coordinates were scaled from a topographic map and have
 OA0220.an estimated accuracy of +/- 6 seconds.
 OA0220
 OA0220.The orthometric height was determined by differential leveling
 OA0220.and adjusted in June 1991.
 OA0220
 OA0220.The geoid height was determined by GEOID03.
 OA0220
 OA0220.The dynamic height is computed by dividing the NAVD 88
 OA0220.geopotential number by the normal gravity value computed on the
 OA0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0220.degrees latitude (g = 980.6199 gals.).
 OA0220
 OA0220.The modeled gravity was interpolated from observed gravity values.
 OA0220
 OA0220;                    North         East    Units  Estimated Accuracy
 OA0220;SPC OR S     -    64,120.    1,184,750.      MT  (+/- 180 meters Scaled)
 OA0220
 OA0220                          SUPERSEDED SURVEY CONTROL
 OA0220
 OA0220  NGVD 29 (12/02/92)  375.697  (m)         1232.60   (f) ADJUSTED    1 2
 OA0220
 OA0220.Superseded values are not recommended for survey control.
 OA0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0220.See file dsdata.txt to determine how the superseded data were derived.
 OA0220
 OA0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCM912705(NAD 83)
 OA0220_MARKER: DB = BENCH MARK DISK
 OA0220_SETTING: 80 = SET IN A BOULDER
 OA0220_SP_SET: BOULDER
 OA0220_STAMPING: D 466 1941
 OA0220_MARK LOGO: CGS   
 OA0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0220+STABILITY: SURFACE MOTION
 OA0220
 OA0220  HISTORY     - Date     Condition        Report By
 OA0220  HISTORY     - 1941     MONUMENTED       CGS
 OA0220  HISTORY     - 1982     GOOD             USGS
 OA0220  HISTORY     - 1988     GOOD             NGS
 OA0220
 OA0220                          STATION DESCRIPTION
 OA0220
 OA0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 OA0220'12.0 MI N FROM BROOKINGS.
 OA0220'12.0 MILES NORTH ALONG THE OREGON COAST HIGHWAY (U.S. 101) FROM THE
 OA0220'POST OFFICE AT BROOKINGS, CURRY COUNTY, ABOUT 0.1 MILE SOUTH OF A
 OA0220'RANCH HOUSE, 22 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, IN THE
 OA0220'TOP OF A BOULDER, AT A 4- BY 4-INCH WHITE WOODEN POST STENCILED
 OA0220'U.S.B.M., AND ABOUT 3 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK,
 OA0220'STAMPED D 466 1941.
 OA0220
 OA0220                          STATION RECOVERY (1982)
 OA0220
 OA0220'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 OA0220'12.0 MILES NORTH ALONG THE OREGON COAST HWY. FROM THE POST OFFICE AT
 OA0220'BROOKINGS, 11.95 MILES SOUTH ALONG CARPENTERVILLE ROAD FROM POST
 OA0220'OFFICE AT PISTOL RIVER, 0.25 MILES NORTH OF MILEPOST 353, 46 FT.
 OA0220'SOUTH OF 48-INCH FIR TREE, 23 FT. WEST OF AND ABOUT 3 FT. HIGHER THAN
 OA0220'CENTERLINE OF ROAD. SET IN TOP OF ROCK OUTCROP, STANDARD USC AND GS
 OA0220'TABLET STAMPED 'D 466 1941'.
 OA0220
 OA0220                          STATION RECOVERY (1988)
 OA0220
 OA0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 OA0220'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  3.8 KM
 OA0220'(2.35 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE IN
 OA0220'BROOKINGS, THENCE 15.3 KM (9.50 MI) NORTHERLY ALONG CARPENTERVILLE
 OA0220'ROAD.  ADD--48.9 M (160.4 FT) SOUTH OF THE CENTER OF A DRIVEWAY
 OA0220'LEADING WEST TO HOUSE NUMBER 21052.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0432 ***********************************************************************
 OA0432  DESIGNATION -  D 467
 OA0432  PID         -  OA0432
 OA0432  STATE/COUNTY-  OR/COOS
 OA0432  USGS QUAD   -  RIVERTON (1975)
 OA0432
 OA0432                         *CURRENT SURVEY CONTROL
 OA0432  ___________________________________________________________________
 OA0432* NAD 83(1986)-  43 07 55.     (N)    124 21 24.     (W)     SCALED    
 OA0432* NAVD 88     -         7.228  (meters)      23.71   (feet)  POSTED    
 OA0432  ___________________________________________________________________
 OA0432  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 OA0432  DYNAMIC HT  -           7.230 (meters)      23.72  (feet)  COMP
 OA0432  MODELED GRAV-     980,433.8   (mgal)                       NAVD 88
 OA0432
 OA0432  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 OA0432
 OA0432.The horizontal coordinates were scaled from a topographic map and have
 OA0432.an estimated accuracy of +/- 6 seconds.
 OA0432
 OA0432.The orthometric height was determined by differential leveling
 OA0432.and adjusted by the  in 1992.
 OA0432.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 OA0432.rate of 4.1 thru 8.0 mm/km.
 OA0432
 OA0432.The geoid height was determined by GEOID03.
 OA0432
 OA0432.The dynamic height is computed by dividing the NAVD 88
 OA0432.geopotential number by the normal gravity value computed on the
 OA0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0432.degrees latitude (g = 980.6199 gals.).
 OA0432
 OA0432.The modeled gravity was interpolated from observed gravity values.
 OA0432
 OA0432;                    North         East    Units  Estimated Accuracy
 OA0432;SPC OR S     -   169,990.    1,186,340.      MT  (+/- 180 meters Scaled)
 OA0432
 OA0432                          SUPERSEDED SURVEY CONTROL
 OA0432
 OA0432  NGVD 29 (??/??/92)    6.067  (m)           19.90   (f) ADJ UNCH    1 2
 OA0432
 OA0432.Superseded values are not recommended for survey control.
 OA0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0432.See file dsdata.txt to determine how the superseded data were derived.
 OA0432
 OA0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN896763(NAD 83)
 OA0432_MARKER: DD = SURVEY DISK
 OA0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA0432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OA0432_STAMPING: D 467 1941
 OA0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0432+STABILITY: SURFACE MOTION
 OA0432
 OA0432  HISTORY     - Date     Condition        Report By
 OA0432  HISTORY     - 1941     MONUMENTED       ORHD
 OA0432  HISTORY     - 1970     MARK NOT FOUND   NGS
 OA0432  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 OA0432  HISTORY     - 1988     MARK NOT FOUND   NGS
 OA0432  HISTORY     - 19950520 MARK NOT FOUND   USPSQD
 OA0432
 OA0432                          STATION DESCRIPTION
 OA0432
 OA0432'DESCRIBED BY OREGON HIGHWAY DEPARTMENT 1941
 OA0432'3.3 MI E FROM BANDON.
 OA0432'3.3 MILES EAST ALONG THE OREGON COAST HIGHWAY (U.S. 101) FROM BANDON,
 OA0432'COOS COUNTY, 40 FEET EAST OF A WOODEN BRIDGE, 24 FEET SOUTH OF THE
 OA0432'CENTER LINE OF THE HIGHWAY, 12 FEET NORTH OF A FENCE, AND 13 FEET
 OA0432'NORTH OF A WHITE WOODEN POST STENCILED U.S.B.M.  A STATE SURVEY
 OA0432'STANDARD DISK, STAMPED D 467 1941 AND SET IN THE TOP OF A CONCRETE
 OA0432'POST.
 OA0432
 OA0432                          STATION RECOVERY (1970)
 OA0432
 OA0432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 OA0432'MARK NOT FOUND.
 OA0432
 OA0432                          STATION RECOVERY (1985)
 OA0432
 OA0432'RECOVERY NOTE BY US POWER SQUADRON 1985
 OA0432'MARK NOT FOUND.
 OA0432
 OA0432                          STATION RECOVERY (1988)
 OA0432
 OA0432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 OA0432'MARK NOT FOUND.
 OA0432
 OA0432                          STATION RECOVERY (1995)
 OA0432
 OA0432'RECOVERY NOTE BY US POWER SQUADRON 1995
 OA0432'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1251 ***********************************************************************
 QE1251  DESIGNATION -  D 469
 QE1251  PID         -  QE1251
 QE1251  STATE/COUNTY-  OR/LANE
 QE1251  USGS QUAD   -  HECETA HEAD (1984)
 QE1251
 QE1251                         *CURRENT SURVEY CONTROL
 QE1251  ___________________________________________________________________
 QE1251* NAD 83(1986)-  44 11 44.     (N)    124 06 47.     (W)     SCALED    
 QE1251* NAVD 88     -        38.719  (meters)     127.03   (feet)  ADJUSTED  
 QE1251  ___________________________________________________________________
 QE1251  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 QE1251  DYNAMIC HT  -          38.718 (meters)     127.03  (feet)  COMP
 QE1251  MODELED GRAV-     980,583.3   (mgal)                       NAVD 88
 QE1251
 QE1251  VERT ORDER  -  FIRST     CLASS II
 QE1251
 QE1251.The horizontal coordinates were scaled from a topographic map and have
 QE1251.an estimated accuracy of +/- 6 seconds.
 QE1251
 QE1251.The orthometric height was determined by differential leveling
 QE1251.and adjusted in June 1991.
 QE1251
 QE1251.The geoid height was determined by GEOID03.
 QE1251
 QE1251.The dynamic height is computed by dividing the NAVD 88
 QE1251.geopotential number by the normal gravity value computed on the
 QE1251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1251.degrees latitude (g = 980.6199 gals.).
 QE1251
 QE1251.The modeled gravity was interpolated from observed gravity values.
 QE1251
 QE1251;                    North         East    Units  Estimated Accuracy
 QE1251;SPC OR S     -   287,160.    1,211,240.      MT  (+/- 180 meters Scaled)
 QE1251
 QE1251                          SUPERSEDED SURVEY CONTROL
 QE1251
 QE1251  NGVD 29 (??/??/92)   37.681  (m)          123.63   (f) ADJ UNCH    1 2
 QE1251
 QE1251.Superseded values are not recommended for survey control.
 QE1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1251.See file dsdata.txt to determine how the superseded data were derived.
 QE1251
 QE1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP110941(NAD 83)
 QE1251_MARKER: DB = BENCH MARK DISK
 QE1251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE1251_SP_SET: CONCRETE POST
 QE1251_STAMPING: D 469 1941
 QE1251_MARK LOGO: CGS   
 QE1251_PROJECTION: FLUSH
 QE1251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE1251+STABILITY: SURFACE MOTION
 QE1251
 QE1251  HISTORY     - Date     Condition        Report By
 QE1251  HISTORY     - 1941     MONUMENTED       CGS
 QE1251  HISTORY     - 1981     GOOD             LOCSUR
 QE1251  HISTORY     - 1988     GOOD             NGS
 QE1251
 QE1251                          STATION DESCRIPTION
 QE1251
 QE1251'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 QE1251'4.2 MI N FROM HECETA HEAD.
 QE1251'ALONG U.S. HIGHWAY 101, 4.2 MILES NORTH OF HECETA HEAD, MIDWAY BETWEEN
 QE1251'TWO CURVES, AT A LARGE PARKING SPACE BESIDE THE HIGHWAY, 75 FEET WEST
 QE1251'OF THE CENTER OF THE HIGHWAY, AT WITNESS POST MARKED USBM. SET IN
 QE1251'CONCRETE POST.
 QE1251
 QE1251                          STATION RECOVERY (1981)
 QE1251
 QE1251'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 QE1251'ABOUT 4.2 MILES NORTH ALONG THE OREGON COAST HIGHWAY (US 101) FROM
 QE1251'THE JUNCTION OF THE ROAD LEADING TO A LIGHTHOUSE AT HECETA HEAD, LANE
 QE1251'COUNTY, ABOUT 1 MILE NORTH OF THE BRIDGE OVER ROCK CREEK, 50 FEET
 QE1251'SOUTH OF DRIVEWAY TO ADDRESS 94288 AND 60 FEET WEST OF THE CENTERLINE
 QE1251'OF THE HIGHWAY, A STANDARD DISK, STAMPED 'D 469 1941' AND SET IN THE
 QE1251'TOP OF A CONCRETE POST.
 QE1251
 QE1251                          STATION RECOVERY (1988)
 QE1251
 QE1251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QE1251'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  27.2 KM
 QE1251'(16.90 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM ITS JUNCTION WITH
 QE1251'STATE HIGHWAY 126 IN FLORENCE, OR 28.3 KM (17.60 MI) SOUTHERLY ALONG
 QE1251'U.S. HIGHWAY 101 FROM ITS JUNCTION WITH STATE HIGHWAY 34 IN WALDPORT,
 QE1251'1.6 KM (1.00 MI) NORTH OF A HIGHWAY BRIDGE SPANNING BIG CREEK, AT A
 QE1251'HIGHWAY PULLOUT, 22.2 M (72.8 FT) SOUTH OF THE SOUTHEAST CORNER OF
 QE1251'UNIT NUMBER 1 OF THE OREGON HOUSE RESORT MOTEL, 19.3 M (63.3 FT) WEST
 QE1251'OF THE CENTERLINE OF THE HIGHWAY, AND 16.7 M (54.8 FT) SOUTH OF THE
 QE1251'CENTER OF A DRIVEWAY.
 QE1251'THE MARK IS 0.2 METERS  S FROM  A WITNESS POST
 QE1251'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1574 ***********************************************************************
 RC1574  DESIGNATION -  D 470
 RC1574  PID         -  RC1574
 RC1574  STATE/COUNTY-  OR/HOOD RIVER
 RC1574  USGS QUAD   -  MT DEFIANCE (1994)
 RC1574
 RC1574                         *CURRENT SURVEY CONTROL
 RC1574  ___________________________________________________________________
 RC1574* NAD 83(1986)-  45 42 03.     (N)    121 37 37.     (W)     SCALED    
 RC1574* NAVD 88     -        30.595  (meters)     100.38   (feet)  ADJUSTED  
 RC1574  ___________________________________________________________________
 RC1574  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 RC1574  DYNAMIC HT  -          30.594 (meters)     100.37  (feet)  COMP
 RC1574  MODELED GRAV-     980,594.8   (mgal)                       NAVD 88
 RC1574
 RC1574  VERT ORDER  -  FIRST     CLASS II
 RC1574
 RC1574.The horizontal coordinates were scaled from a topographic map and have
 RC1574.an estimated accuracy of +/- 6 seconds.
 RC1574
 RC1574.The orthometric height was determined by differential leveling
 RC1574.and adjusted in June 1991.
 RC1574
 RC1574.The geoid height was determined by GEOID03.
 RC1574
 RC1574.The dynamic height is computed by dividing the NAVD 88
 RC1574.geopotential number by the normal gravity value computed on the
 RC1574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1574.degrees latitude (g = 980.6199 gals.).
 RC1574
 RC1574.The modeled gravity was interpolated from observed gravity values.
 RC1574
 RC1574;                    North         East    Units  Estimated Accuracy
 RC1574;SPC OR N     -   226,660.    2,412,240.      MT  (+/- 180 meters Scaled)
 RC1574
 RC1574                          SUPERSEDED SURVEY CONTROL
 RC1574
 RC1574  NGVD 29 (??/??/92)   29.574  (m)           97.03   (f) ADJ UNCH    1 2
 RC1574
 RC1574.Superseded values are not recommended for survey control.
 RC1574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1574.See file dsdata.txt to determine how the superseded data were derived.
 RC1574
 RC1574_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR068617(NAD 83)
 RC1574_MARKER: DB = BENCH MARK DISK
 RC1574_SETTING: 80 = SET IN A BOULDER
 RC1574_SP_SET: BOULDER
 RC1574_STAMPING: D 470 1941
 RC1574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1574+STABILITY: SURFACE MOTION
 RC1574
 RC1574  HISTORY     - Date     Condition        Report By
 RC1574  HISTORY     - 1941     MONUMENTED       CGS
 RC1574  HISTORY     - 1956     MARK NOT FOUND   NGS
 RC1574  HISTORY     - 19560607 MARK NOT FOUND   USPSQD
 RC1574
 RC1574                          STATION DESCRIPTION
 RC1574
 RC1574'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 RC1574'6.08 MI W FROM HOOD RIVER.
 RC1574'ABOUT 6.08 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM HOOD
 RC1574'RIVER, AT RAILROAD MILAGE ABOUT 57.12.  ABOUT 180 FEET WEST OF WEST
 RC1574'END OF A SIGNAL FENCE AND ABOUT 88 FEET EAST OF RAILROAD CULVERT 5710
 RC1574'ABOUT 14 FEET NORTH OF THE CENTER OF THE TRACK, IN TOP OF A BOULDER AT
 RC1574'GROUND LEVEL.
 RC1574
 RC1574                          STATION RECOVERY (1956)
 RC1574
 RC1574'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 RC1574'MARK NOT FOUND.
 RC1574
 RC1574                          STATION RECOVERY (1956)
 RC1574
 RC1574'RECOVERY NOTE BY US POWER SQUADRON 1956 (WWP)
 RC1574'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1067 ***********************************************************************
 RD1067  DESIGNATION -  D 471
 RD1067  PID         -  RD1067
 RD1067  STATE/COUNTY-  OR/TILLAMOOK
 RD1067  USGS QUAD   -  NESTUCCA BAY (1985)
 RD1067
 RD1067                         *CURRENT SURVEY CONTROL
 RD1067  ___________________________________________________________________
 RD1067* NAD 83(1986)-  45 07 55.     (N)    123 57 44.     (W)     SCALED    
 RD1067* NAVD 88     -        23.840  (meters)      78.22   (feet)  ADJUSTED  
 RD1067  ___________________________________________________________________
 RD1067  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 RD1067  DYNAMIC HT  -          23.841 (meters)      78.22  (feet)  COMP
 RD1067  MODELED GRAV-     980,660.1   (mgal)                       NAVD 88
 RD1067
 RD1067  VERT ORDER  -  FIRST     CLASS II
 RD1067
 RD1067.The horizontal coordinates were scaled from a topographic map and have
 RD1067.an estimated accuracy of +/- 6 seconds.
 RD1067
 RD1067.The orthometric height was determined by differential leveling
 RD1067.and adjusted in June 1991.
 RD1067
 RD1067.The geoid height was determined by GEOID03.
 RD1067
 RD1067.The dynamic height is computed by dividing the NAVD 88
 RD1067.geopotential number by the normal gravity value computed on the
 RD1067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1067.degrees latitude (g = 980.6199 gals.).
 RD1067
 RD1067.The modeled gravity was interpolated from observed gravity values.
 RD1067
 RD1067;                    North         East    Units  Estimated Accuracy
 RD1067;SPC OR N     -   168,660.    2,227,750.      MT  (+/- 180 meters Scaled)
 RD1067
 RD1067                          SUPERSEDED SURVEY CONTROL
 RD1067
 RD1067  NGVD 29 (??/??/92)   22.802  (m)           74.81   (f) ADJ UNCH    1 2
 RD1067
 RD1067.Superseded values are not recommended for survey control.
 RD1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1067.See file dsdata.txt to determine how the superseded data were derived.
 RD1067
 RD1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ243980(NAD 83)
 RD1067_MARKER: DD = SURVEY DISK
 RD1067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD1067_SP_SET: CONCRETE POST
 RD1067_STAMPING: D 471 1941
 RD1067_MARK LOGO: CGS   
 RD1067_PROJECTION: PROJECTING 10 CENTIMETERS
 RD1067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD1067+STABILITY: SURFACE MOTION
 RD1067
 RD1067  HISTORY     - Date     Condition        Report By
 RD1067  HISTORY     - 1941     MONUMENTED       CGS
 RD1067  HISTORY     - 1965     GOOD             NGS
 RD1067  HISTORY     - 1987     GOOD             NGS
 RD1067
 RD1067                          STATION DESCRIPTION
 RD1067
 RD1067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 RD1067'2.2 MI S FROM ORETOWN.
 RD1067'2.2 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE ORETOWN CHEESE
 RD1067'FACTORY, 0.2 MILE SOUTH OF MILE POST NO. 95, 98 FEET NORTHWEST OF
 RD1067'DUANE PHILIPS MAIL BOX, 48 FEET SOUTHEAST OF THE SOUTH END OF A DOUBLE
 RD1067'PIPE CULVERT UNDER THE HIGHWAY, 30 FEET SOUTHWEST OF THE CENTER OF
 RD1067'U.S. HIGHWAY 101, 0.5 FOOT NORTHEAST OF A FENCE AND 0.5 FOOT SOUTH OF
 RD1067'A METAL WITNESS POST.  SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 RD1067'THAT PROJECTS 6 INCHES.
 RD1067
 RD1067                          STATION RECOVERY (1987)
 RD1067
 RD1067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD1067'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  23.4 KM
 RD1067'(14.55 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE DELAKE SCHOOL
 RD1067'IN LINCOLN CITY, 13.6 M (44.6 FT) SOUTHWEST OF THE SOUTHWEST CORNER
 RD1067'OF A TWIN CULVERT, 8.9 M (29.2 FT) WEST OF THE CENTERLINE OF THE
 RD1067'HIGHWAY, AND 0.2 M (0.7 FT) EAST OF A FENCE.
 RD1067'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 RD1067'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0284 ***********************************************************************
 PC0284  DESIGNATION -  D 472
 PC0284  PID         -  PC0284
 PC0284  STATE/COUNTY-  OR/DOUGLAS
 PC0284  USGS QUAD   -  DRAIN (1987)
 PC0284
 PC0284                         *CURRENT SURVEY CONTROL
 PC0284  ___________________________________________________________________
 PC0284* NAD 83(1986)-  43 40 39.     (N)    123 18 06.     (W)     SCALED    
 PC0284* NAVD 88     -        93.708  (meters)     307.44   (feet)  ADJUSTED  
 PC0284  ___________________________________________________________________
 PC0284  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 PC0284  DYNAMIC HT  -          93.695 (meters)     307.40  (feet)  COMP
 PC0284  MODELED GRAV-     980,477.6   (mgal)                       NAVD 88
 PC0284
 PC0284  VERT ORDER  -  FIRST     CLASS II
 PC0284
 PC0284.The horizontal coordinates were scaled from a topographic map and have
 PC0284.an estimated accuracy of +/- 6 seconds.
 PC0284
 PC0284.The orthometric height was determined by differential leveling
 PC0284.and adjusted in June 1991.
 PC0284
 PC0284.The geoid height was determined by GEOID03.
 PC0284
 PC0284.The dynamic height is computed by dividing the NAVD 88
 PC0284.geopotential number by the normal gravity value computed on the
 PC0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0284.degrees latitude (g = 980.6199 gals.).
 PC0284
 PC0284.The modeled gravity was interpolated from observed gravity values.
 PC0284
 PC0284;                    North         East    Units  Estimated Accuracy
 PC0284;SPC OR S     -   227,150.    1,274,130.      MT  (+/- 180 meters Scaled)
 PC0284
 PC0284                          SUPERSEDED SURVEY CONTROL
 PC0284
 PC0284  NGVD 29 (??/??/92)   92.605  (m)          303.82   (f) ADJ UNCH    1 2
 PC0284
 PC0284.Superseded values are not recommended for survey control.
 PC0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0284.See file dsdata.txt to determine how the superseded data were derived.
 PC0284
 PC0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP756360(NAD 83)
 PC0284_MARKER: DB = BENCH MARK DISK
 PC0284_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PC0284_SP_SET: HEADWALL
 PC0284_STAMPING: D 472 1941
 PC0284_MARK LOGO: CGS   
 PC0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0284+STABILITY: SURFACE MOTION
 PC0284_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PC0284+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2006
 PC0284
 PC0284  HISTORY     - Date     Condition        Report By
 PC0284  HISTORY     - 1941     MONUMENTED       CGS
 PC0284  HISTORY     - 1954     GOOD             NGS
 PC0284  HISTORY     - 1966     GOOD             NGS
 PC0284  HISTORY     - 19860426 GOOD             USPSQD
 PC0284  HISTORY     - 1987     GOOD             NGS
 PC0284  HISTORY     - 1988     GOOD             USPSQD
 PC0284  HISTORY     - 20020419 GOOD             USPSQD
 PC0284  HISTORY     - 20061008 GOOD             USPSQD
 PC0284
 PC0284                          STATION DESCRIPTION
 PC0284
 PC0284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 PC0284'1.1 MI N FROM DRAIN.
 PC0284'1.1 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 PC0284'STATION AT DRAIN, 0.1 MILE SOUTH OF THE STATION AT KREWSON, ABOUT 108
 PC0284'YARDS SOUTH OF THE CROSSING OF A ROAD LEADING EAST ACROSS A
 PC0284'WOOD-COVERED BRIDGE, AT 24-INCH CONCRETE PIPE CULVERT 610.11, IN THE
 PC0284'TOP OF THE WEST CONCRETE HEAD WALL, 11.1 FEET WEST OF THE WEST RAIL,
 PC0284'1.8 FEET NORTH OF THE SOUTH END OF THE HEAD WALL, AND ABOUT 2 FEET
 PC0284'LOWER THAN THE TRACK.
 PC0284
 PC0284                          STATION RECOVERY (1966)
 PC0284
 PC0284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 PC0284'RECOVERED IN GOOD CONDITION.
 PC0284
 PC0284                          STATION RECOVERY (1986)
 PC0284
 PC0284'RECOVERY NOTE BY US POWER SQUADRON 1986 (RCC)
 PC0284'RECOVERED IN GOOD CONDITION.
 PC0284
 PC0284                          STATION RECOVERY (1987)
 PC0284
 PC0284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PC0284'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  2.1 KM
 PC0284'(1.30 MI) NORTHERLY ALONG STATE HIGHWAY 99 FROM THE EAST JUNCTION OF B
 PC0284'STREET IN DRAIN, IN TOP OF AND 0.6 M (2.0 FT) NORTHEAST OF THE
 PC0284'SOUTHWEST END OF THE NORTHWEST CONCRETE HEADWALL OF A BOX CULVERT,
 PC0284'98.6 M (323.5 FT) SOUTHWEST OF THE CENTERLINE OF LAUREL HILL DRIVE,
 PC0284'52.4 M (171.9 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 9.4 M
 PC0284'(30.8 FT) NORTHEAST OF UTILITY POLE NUMBER 24 M, AND 3.3 M (10.8 FT)
 PC0284'NORTHWEST OF THE NEAR RAIL OF THE SOUTHERN PACIFIC RAILROAD.
 PC0284'THE MARK IS 0.9 M BELOW THE TRACKS.
 PC0284
 PC0284                          STATION RECOVERY (1988)
 PC0284
 PC0284'RECOVERY NOTE BY US POWER SQUADRON 1988 (RWB)
 PC0284'RECOVERED IN GOOD CONDITION.
 PC0284
 PC0284                          STATION RECOVERY (2002)
 PC0284
 PC0284'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 PC0284'RECOVERED IN GOOD CONDITION.
 PC0284
 PC0284                          STATION RECOVERY (2006)
 PC0284
 PC0284'RECOVERY NOTE BY US POWER SQUADRON 2006 (RHC)
 PC0284'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0591 ***********************************************************************
 RD0591  DESIGNATION -  D 473
 RD0591  PID         -  RD0591
 RD0591  STATE/COUNTY-  OR/COLUMBIA
 RD0591  USGS QUAD   -  DEER ISLAND (1990)
 RD0591
 RD0591                         *CURRENT SURVEY CONTROL
 RD0591  ___________________________________________________________________
 RD0591* NAD 83(1986)-  45 53 21.     (N)    122 48 38.     (W)     SCALED    
 RD0591* NAVD 88     -        29.785  (meters)      97.72   (feet)  POSTED    
 RD0591  ___________________________________________________________________
 RD0591  GEOID HEIGHT-         -22.21  (meters)                     GEOID03
 RD0591  DYNAMIC HT  -          29.790 (meters)      97.74  (feet)  COMP
 RD0591  MODELED GRAV-     980,659.5   (mgal)                       NAVD 88
 RD0591
 RD0591  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 RD0591
 RD0591.The horizontal coordinates were scaled from a topographic map and have
 RD0591.an estimated accuracy of +/- 6 seconds.
 RD0591
 RD0591.The orthometric height was determined by differential leveling
 RD0591.and adjusted by the  in 1992.
 RD0591.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 RD0591.rate of 0.0 thru 1.0 mm/km.
 RD0591
 RD0591.The geoid height was determined by GEOID03.
 RD0591
 RD0591.The dynamic height is computed by dividing the NAVD 88
 RD0591.geopotential number by the normal gravity value computed on the
 RD0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0591.degrees latitude (g = 980.6199 gals.).
 RD0591
 RD0591.The modeled gravity was interpolated from observed gravity values.
 RD0591
 RD0591;                    North         East    Units  Estimated Accuracy
 RD0591;SPC OR N     -   249,540.    2,320,690.      MT  (+/- 180 meters Scaled)
 RD0591
 RD0591                          SUPERSEDED SURVEY CONTROL
 RD0591
 RD0591  NGVD 29 (??/??/92)   28.767  (m)           94.38   (f) ADJ UNCH    1 2
 RD0591
 RD0591.Superseded values are not recommended for survey control.
 RD0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0591.See file dsdata.txt to determine how the superseded data were derived.
 RD0591
 RD0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER146817(NAD 83)
 RD0591_MARKER: DB = BENCH MARK DISK
 RD0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0591_STAMPING: D 473 1941
 RD0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0591+STABILITY: SURFACE MOTION
 RD0591
 RD0591  HISTORY     - Date     Condition        Report By
 RD0591  HISTORY     - 1941     MONUMENTED       CGS
 RD0591  HISTORY     - 1952     GOOD             NGS
 RD0591  HISTORY     - 20040811 MARK NOT FOUND   USPSQD
 RD0591  HISTORY     - 20090206 MARK NOT FOUND   USACE
 RD0591
 RD0591                          STATION DESCRIPTION
 RD0591
 RD0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 RD0591'IN COLUMBIA CITY.
 RD0591'IN COLUMBIA CITY AT THE STREET INTERSECTION OF 4TH, AND THE SPOKANE,
 RD0591'PORTLAND AND SEATTLE RAILWAY, RAILWAY CROSSING 5A 29.8, 30 FEET WEST
 RD0591'OF RAIL CENTER, 30 FEET NORTH OF 4TH STREET, 45 FEET EAST OF COLUMBIA
 RD0591'RIVER HIGHWAY.  A STANDARD DISK SET IN A CONCRETE POST.  WITNESS POST
 RD0591'SET BY MARK.
 RD0591
 RD0591                          STATION RECOVERY (1952)
 RD0591
 RD0591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 RD0591'RECOVERED IN GOOD CONDITION.
 RD0591
 RD0591                          STATION RECOVERY (2004)
 RD0591
 RD0591'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 RD0591'COORDINATES PUT THIS STATION SOUTH EAST OF THE INTERSECTION OF 4TH AND
 RD0591'SPS RR NOT ON THE NW AS DESCRIBED. BOTH AREAS WERE SEARCHED BUT THE
 RD0591'STATION COULD NOT BE LOCATED.
 RD0591
 RD0591                          STATION RECOVERY (2009)
 RD0591
 RD0591'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2009 (JAK)
 RD0591'A NEW RR XING CONTROL SHACK EXISTS ON THE DESCRIBED LOCATION.  THE
 RD0591'MARK IS LIKELY DESTROYED OR BURIED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0005 ***********************************************************************
 QE0005  DESIGNATION -  D 475
 QE0005  PID         -  QE0005
 QE0005  STATE/COUNTY-  OR/MARION
 QE0005  USGS QUAD   -  MILL CITY NORTH (1985)
 QE0005
 QE0005                         *CURRENT SURVEY CONTROL
 QE0005  ___________________________________________________________________
 QE0005* NAD 83(1986)-  44 45 21.     (N)    122 27 25.     (W)     SCALED    
 QE0005* NAVD 88     -       269.907  (meters)     885.52   (feet)  ADJUSTED  
 QE0005  ___________________________________________________________________
 QE0005  GEOID HEIGHT-         -22.55  (meters)                     GEOID03
 QE0005  DYNAMIC HT  -         269.867 (meters)     885.39  (feet)  COMP
 QE0005  MODELED GRAV-     980,461.6   (mgal)                       NAVD 88
 QE0005
 QE0005  VERT ORDER  -  FIRST     CLASS II
 QE0005
 QE0005.The horizontal coordinates were scaled from a topographic map and have
 QE0005.an estimated accuracy of +/- 6 seconds.
 QE0005
 QE0005.The orthometric height was determined by differential leveling
 QE0005.and adjusted in June 1991.
 QE0005
 QE0005.The geoid height was determined by GEOID03.
 QE0005
 QE0005.The dynamic height is computed by dividing the NAVD 88
 QE0005.geopotential number by the normal gravity value computed on the
 QE0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0005.degrees latitude (g = 980.6199 gals.).
 QE0005
 QE0005.The modeled gravity was interpolated from observed gravity values.
 QE0005
 QE0005;                    North         East    Units  Estimated Accuracy
 QE0005;SPC OR N     -   122,910.    2,345,080.      MT  (+/- 180 meters Scaled)
 QE0005
 QE0005                          SUPERSEDED SURVEY CONTROL
 QE0005
 QE0005  NGVD 29 (??/??/92)  268.851  (m)          882.06   (f) ADJ UNCH    1 2
 QE0005
 QE0005.Superseded values are not recommended for survey control.
 QE0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0005.See file dsdata.txt to determine how the superseded data were derived.
 QE0005
 QE0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ429559(NAD 83)
 QE0005_MARKER: DB = BENCH MARK DISK
 QE0005_SETTING: 80 = SET IN A BOULDER
 QE0005_SP_SET: BOULDER
 QE0005_STAMPING: D 475 1941
 QE0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0005+STABILITY: SURFACE MOTION
 QE0005
 QE0005  HISTORY     - Date     Condition        Report By
 QE0005  HISTORY     - 1941     MONUMENTED       CGS
 QE0005  HISTORY     - 1955     GOOD             USGS
 QE0005  HISTORY     - 1982     MARK NOT FOUND   USGS
 QE0005
 QE0005                          STATION DESCRIPTION
 QE0005
 QE0005'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 QE0005'1.0 MI E FROM MILL CITY.
 QE0005'ABOUT 1.0 MILE EAST ALONG THE NORTH SANTIAN HIGHWAY (OREG.22) FROM THE
 QE0005'HIGHWAY BRIDGE AT MILL CITY, MARION COUNTY, 62 FEET EAST OF A SMALL
 QE0005'CREEK, 42 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, IN THE TOP OF A
 QE0005'6X6 FOOT BOULDER, AND ABOUT 4 FOOT LOWER THAN THE HIGHWAY. A STANDARD
 QE0005'DISK, STAMPED D 475 1941.
 QE0005
 QE0005                          STATION RECOVERY (1982)
 QE0005
 QE0005'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 QE0005'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1118 ***********************************************************************
 QD1118  DESIGNATION -  D 476
 QD1118  PID         -  QD1118
 QD1118  STATE/COUNTY-  OR/DESCHUTES
 QD1118  USGS QUAD   -  SISTERS (1988)
 QD1118
 QD1118                         *CURRENT SURVEY CONTROL
 QD1118  ___________________________________________________________________
 QD1118* NAD 83(1986)-  44 20 49.     (N)    121 36 12.     (W)     SCALED    
 QD1118* NAVD 88     -       990.428  (meters)    3249.43   (feet)  POSTED    
 QD1118  ___________________________________________________________________
 QD1118  GEOID HEIGHT-         -21.36  (meters)                     GEOID03
 QD1118  DYNAMIC HT  -         990.080 (meters)    3248.29  (feet)  COMP
 QD1118  MODELED GRAV-     980,234.8   (mgal)                       NAVD 88
 QD1118
 QD1118  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 QD1118
 QD1118.The horizontal coordinates were scaled from a topographic map and have
 QD1118.an estimated accuracy of +/- 6 seconds.
 QD1118
 QD1118.The orthometric height was determined by differential leveling
 QD1118.and adjusted by the  in 1992.
 QD1118.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 QD1118.rate of 1.1 thru 2.0 mm/km.
 QD1118
 QD1118.The geoid height was determined by GEOID03.
 QD1118
 QD1118.The dynamic height is computed by dividing the NAVD 88
 QD1118.geopotential number by the normal gravity value computed on the
 QD1118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1118.degrees latitude (g = 980.6199 gals.).
 QD1118
 QD1118.The modeled gravity was interpolated from observed gravity values.
 QD1118
 QD1118;                    North         East    Units  Estimated Accuracy
 QD1118;SPC OR S     -   298,340.    1,412,020.      MT  (+/- 180 meters Scaled)
 QD1118
 QD1118                          SUPERSEDED SURVEY CONTROL
 QD1118
 QD1118  NGVD 29 (??/??/92)  989.264  (m)         3245.61   (f) ADJ UNCH    1 2
 QD1118
 QD1118.Superseded values are not recommended for survey control.
 QD1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1118.See file dsdata.txt to determine how the superseded data were derived.
 QD1118
 QD1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ113113(NAD 83)
 QD1118_MARKER: DB = BENCH MARK DISK
 QD1118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD1118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QD1118_STAMPING: D 476 1941
 QD1118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD1118+STABILITY: SURFACE MOTION
 QD1118
 QD1118  HISTORY     - Date     Condition        Report By
 QD1118  HISTORY     - 1941     MONUMENTED       CGS
 QD1118
 QD1118                          STATION DESCRIPTION
 QD1118
 QD1118'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 QD1118'5.0 MI W FROM SISTERS.
 QD1118'ABOUT 5.0 MILES WEST OF SISTERS POST OFFICE, ALONG U.S. HIGHWAY NO.
 QD1118'20, ABOUT .30 MILE NORTH OF DIRT ROAD LEADING TO MCKENZIE HIGHWAY, 54
 QD1118'FEET WEST OF CENTER OF HIGHWAY, LEVEL WITH ROAD.  A STANDARD DISK SET
 QD1118'IN A CONCRETE POST.  WITNESS POST SET BY MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0157 ***********************************************************************
 PC0157  DESIGNATION -  D 477
 PC0157  PID         -  PC0157
 PC0157  STATE/COUNTY-  OR/DOUGLAS
 PC0157  USGS QUAD   -  STEAMBOAT (1997)
 PC0157
 PC0157                         *CURRENT SURVEY CONTROL
 PC0157  ___________________________________________________________________
 PC0157* NAD 83(1986)-  43 17 51.     (N)    122 38 40.     (W)     SCALED    
 PC0157* NAVD 88     -       416.379  (meters)    1366.07   (feet)  ADJUSTED  
 PC0157  ___________________________________________________________________
 PC0157  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 PC0157  DYNAMIC HT  -         416.237 (meters)    1365.60  (feet)  COMP
 PC0157  MODELED GRAV-     980,266.2   (mgal)                       NAVD 88
 PC0157
 PC0157  VERT ORDER  -  FIRST     CLASS II
 PC0157
 PC0157.The horizontal coordinates were scaled from a topographic map and have
 PC0157.an estimated accuracy of +/- 6 seconds.
 PC0157
 PC0157.The orthometric height was determined by differential leveling
 PC0157.and adjusted in June 1991.
 PC0157
 PC0157.The geoid height was determined by GEOID03.
 PC0157
 PC0157.The dynamic height is computed by dividing the NAVD 88
 PC0157.geopotential number by the normal gravity value computed on the
 PC0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0157.degrees latitude (g = 980.6199 gals.).
 PC0157
 PC0157.The modeled gravity was interpolated from observed gravity values.
 PC0157
 PC0157;                    North         East    Units  Estimated Accuracy
 PC0157;SPC OR S     -   183,390.    1,326,020.      MT  (+/- 180 meters Scaled)
 PC0157
 PC0157                          SUPERSEDED SURVEY CONTROL
 PC0157
 PC0157  NGVD 29 (??/??/92)  415.246  (m)         1362.35   (f) ADJ UNCH    1 2
 PC0157
 PC0157.Superseded values are not recommended for survey control.
 PC0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0157.See file dsdata.txt to determine how the superseded data were derived.
 PC0157
 PC0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN288939(NAD 83)
 PC0157_MARKER: DB = BENCH MARK DISK
 PC0157_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PC0157_SP_SET: CULVERT
 PC0157_STAMPING: D477 - 1941
 PC0157_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PC0157
 PC0157  HISTORY     - Date     Condition        Report By
 PC0157  HISTORY     - 1941     MONUMENTED       CGS
 PC0157  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 PC0157  HISTORY     - 19851101 MARK NOT FOUND   USGS
 PC0157
 PC0157                          STATION DESCRIPTION
 PC0157
 PC0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 PC0157'6.47 MI SE FROM STEAMBOAT.
 PC0157'ABOUT 6.47 MILES SOUTHEAST OF STEAMBOAT BRIDGE, ALONG THE NORTH UMPQUA
 PC0157'HIGHWAY, ABOUT .32 MILES NORTHWEST OF DOG CREEK, AT DRY WATERFALL AND
 PC0157'CULVERT ON NORTH SIDE OF ROAD, 24 FEET NORTH OF CENTER OF ROAD, 63
 PC0157'FEET EAST OF SMALL POINT ON SOUTH SIDE OF ROAD, 2 FOOT ABOVE ROAD
 PC0157'LEVEL.  WITNESS POST SET BY MARK.
 PC0157
 PC0157                          STATION RECOVERY (1985)
 PC0157
 PC0157'RECOVERY NOTE BY US POWER SQUADRON 1985 (PSM)
 PC0157'MARK NOT FOUND.
 PC0157
 PC0157                          STATION RECOVERY (1985)
 PC0157
 PC0157'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (PSM)
 PC0157'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0847 ***********************************************************************
 QD0847  DESIGNATION -  D 478
 QD0847  PID         -  QD0847
 QD0847  STATE/COUNTY-  OR/DESCHUTES
 QD0847  USGS QUAD   -  REDMOND (1975)
 QD0847
 QD0847                         *CURRENT SURVEY CONTROL
 QD0847  ___________________________________________________________________
 QD0847* NAD 83(1986)-  44 15 29.     (N)    121 09 15.     (W)     SCALED    
 QD0847* NAVD 88     -       931.277  (meters)    3055.36   (feet)  ADJUSTED  
 QD0847  ___________________________________________________________________
 QD0847  GEOID HEIGHT-         -21.10  (meters)                     GEOID03
 QD0847  DYNAMIC HT  -         930.961 (meters)    3054.33  (feet)  COMP
 QD0847  MODELED GRAV-     980,247.5   (mgal)                       NAVD 88
 QD0847
 QD0847  VERT ORDER  -  FIRST     CLASS II
 QD0847
 QD0847.The horizontal coordinates were scaled from a topographic map and have
 QD0847.an estimated accuracy of +/- 6 seconds.
 QD0847
 QD0847.The orthometric height was determined by differential leveling
 QD0847.and adjusted in June 1991.
 QD0847
 QD0847.The geoid height was determined by GEOID03.
 QD0847
 QD0847.The dynamic height is computed by dividing the NAVD 88
 QD0847.geopotential number by the normal gravity value computed on the
 QD0847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0847.degrees latitude (g = 980.6199 gals.).
 QD0847
 QD0847.The modeled gravity was interpolated from observed gravity values.
 QD0847
 QD0847;                    North         East    Units  Estimated Accuracy
 QD0847;SPC OR S     -   288,080.    1,447,760.      MT  (+/- 180 meters Scaled)
 QD0847
 QD0847                          SUPERSEDED SURVEY CONTROL
 QD0847
 QD0847  NGVD 29 (??/??/92)  930.167  (m)         3051.72   (f) ADJ UNCH    1 2
 QD0847
 QD0847.Superseded values are not recommended for survey control.
 QD0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0847.See file dsdata.txt to determine how the superseded data were derived.
 QD0847
 QD0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ473021(NAD 83)
 QD0847_MARKER: DB = BENCH MARK DISK
 QD0847_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QD0847_SP_SET: FLOOR
 QD0847_STAMPING: D 478 1941
 QD0847_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0847
 QD0847  HISTORY     - Date     Condition        Report By
 QD0847  HISTORY     - 1941     MONUMENTED       CGS
 QD0847  HISTORY     - 1970     GOOD             NGS
 QD0847
 QD0847                          STATION DESCRIPTION
 QD0847
 QD0847'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 QD0847'2 MI SE FROM REDMOND.
 QD0847'THE MARK IS ON ROBERTS FIELD, REDMOND, OREGON.  APPROXIMATELY 530 FEET
 QD0847'SOUTHEAST OF THE TERMINAL BUILDING.  530 FEET SOUTHEAST OF THE AIRPORT
 QD0847'BEACON AND 150 FEET SOUTHEAST OF TAXIWAY.  THE MARK IS IN THE
 QD0847'SOUTHWEST CORNER OF A CONCRETE FLOOR OF AN OLD HANGAR WHICH HAS BEEN
 QD0847'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0444 ***********************************************************************
 QE0444  DESIGNATION -  D 479
 QE0444  PID         -  QE0444
 QE0444  STATE/COUNTY-  OR/LINN
 QE0444  USGS QUAD   -  LEBANON (1986)
 QE0444
 QE0444                         *CURRENT SURVEY CONTROL
 QE0444  ___________________________________________________________________
 QE0444* NAD 83(1986)-  44 31 02.     (N)    122 53 44.     (W)     SCALED    
 QE0444* NAVD 88     -       111.400  (meters)     365.48   (feet)  ADJUSTED  
 QE0444  ___________________________________________________________________
 QE0444  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 QE0444  DYNAMIC HT  -         111.388 (meters)     365.45  (feet)  COMP
 QE0444  MODELED GRAV-     980,512.3   (mgal)                       NAVD 88
 QE0444
 QE0444  VERT ORDER  -  FIRST     CLASS II
 QE0444
 QE0444.The horizontal coordinates were scaled from a topographic map and have
 QE0444.an estimated accuracy of +/- 6 seconds.
 QE0444
 QE0444.The orthometric height was determined by differential leveling
 QE0444.and adjusted in June 1991.
 QE0444
 QE0444.The geoid height was determined by GEOID03.
 QE0444
 QE0444.The dynamic height is computed by dividing the NAVD 88
 QE0444.geopotential number by the normal gravity value computed on the
 QE0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0444.degrees latitude (g = 980.6199 gals.).
 QE0444
 QE0444.The modeled gravity was interpolated from observed gravity values.
 QE0444
 QE0444;                    North         East    Units  Estimated Accuracy
 QE0444;SPC OR N     -    97,340.    2,309,570.      MT  (+/- 180 meters Scaled)
 QE0444
 QE0444                          SUPERSEDED SURVEY CONTROL
 QE0444
 QE0444  NGVD 29 (??/??/92)  110.378  (m)          362.13   (f) ADJ UNCH    1 2
 QE0444
 QE0444.Superseded values are not recommended for survey control.
 QE0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0444.See file dsdata.txt to determine how the superseded data were derived.
 QE0444
 QE0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ083293(NAD 83)
 QE0444_MARKER: DB = BENCH MARK DISK
 QE0444_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QE0444_SP_SET: FOOTING
 QE0444_STAMPING: D 479 1941
 QE0444_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0444
 QE0444  HISTORY     - Date     Condition        Report By
 QE0444  HISTORY     - 1941     MONUMENTED       CGS
 QE0444  HISTORY     - 1963     GOOD             NGS
 QE0444
 QE0444                          STATION DESCRIPTION
 QE0444
 QE0444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 QE0444'1.6 MI SE FROM LEBANON.
 QE0444'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 20 AND GRANT STREET, WHICH
 QE0444'IS 0.1 MILE EAST OF THE LEBANON POST OFFICE GO SOUTHEAST ON U.S.
 QE0444'HIGHWAY 20 FOR 1.6 MILES TO AN ANGLING ROAD EAST, TURN LEFT AND GO
 QE0444'EAST 0.15 MILE TO THE WELDWOOD DEPOT, CROSS THE TRACKS AND GO
 QE0444'SOUTHEAST TO THE WATER TANK AND BENCH MARK, WHICH IS 350 FEET
 QE0444'SOUTHEAST OF THE WELDWOOD DEPOT AND 100 FEET NORTHEAST OF THE NEAREST
 QE0444'RAIL OF THE RAILROAD TRACKS IN THE NORTHWEST FOOTING OF THE ELEVATED
 QE0444'WATER TANK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD4226 ***********************************************************************
 RD4226  DESIGNATION -  D 48 RESET
 RD4226  PID         -  RD4226
 RD4226  STATE/COUNTY-  OR/TILLAMOOK
 RD4226  USGS QUAD   -  TILLAMOOK (1985)
 RD4226
 RD4226                         *CURRENT SURVEY CONTROL
 RD4226  ___________________________________________________________________
 RD4226* NAD 83(1986)-  45 29 45.     (N)    123 50 39.     (W)     SCALED    
 RD4226* NAVD 88     -         8.64   (meters)      28.3    (feet)  RESET     
 RD4226  ___________________________________________________________________
 RD4226  GEOID HEIGHT-         -22.22  (meters)                     GEOID03
 RD4226  VERT ORDER  -  THIRD
 RD4226
 RD4226.The horizontal coordinates were scaled from a topographic map and have
 RD4226.an estimated accuracy of +/- 6 seconds.
 RD4226
 RD4226.The orthometric height was computed from unverified reset data.
 RD4226.No vertical observational check was made to the station.
 RD4226
 RD4226.The geoid height was determined by GEOID03.
 RD4226
 RD4226;                    North         East    Units  Estimated Accuracy
 RD4226;SPC OR N     -   208,670.    2,238,710.      MT  (+/- 180 meters Scaled)
 RD4226
 RD4226                          SUPERSEDED SURVEY CONTROL
 RD4226
 RD4226  NGVD 29 (10/26/06)    7.66   (m)           25.1    (f) RESET       3  
 RD4226
 RD4226.Superseded values are not recommended for survey control.
 RD4226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4226.See file dsdata.txt to determine how the superseded data were derived.
 RD4226
 RD4226_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR340383(NAD 83)
 RD4226_MARKER: DB = BENCH MARK DISK
 RD4226_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RD4226_SP_SET: CONCRETE SIDEWALK
 RD4226_STAMPING: D 48 ORHD RESET 1986
 RD4226_MARK LOGO: ORHD  
 RD4226_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD4226_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD4226_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RD4226+SATELLITE: SATELLITE OBSERVATIONS - 1986
 RD4226
 RD4226  HISTORY     - Date     Condition        Report By
 RD4226  HISTORY     - 1986     MONUMENTED       NGS
 RD4226  HISTORY     - 1987     GOOD             NGS
 RD4226
 RD4226                          STATION DESCRIPTION
 RD4226
 RD4226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 RD4226'TO REACH FROM THE INTERSECTION OF US 101 AND ALDERBROOK ROAD WHICH IS
 RD4226'ABOUT 2.6 MILES NORTH OF TILLAMOOK, GO EAST ON ALDERBROOK ROAD AND GO
 RD4226'0.32 KM (0.20 MI) TO THE MARK ON THE LEFT.
 RD4226'THE MARK IS SET INTO A DRILL HOLE IN THE CONCRETE WALK OF ENTRANCE TO
 RD4226'CARL SCHOENBROG RESIDENCE AT 2500 ALDERBROOK ROAD.  IT IS 51 M
 RD4226'(167.3 FT) SW OF SOUTH END OF BRIDGE OVER KILCHIS RIVER, 19 M
 RD4226'(62.3 FT) WEST OF THE CENTERLINE OF THE ROAD, 1.8 M (5.9 FT) NE OF
 RD4226'ENTRANCE TO SCHOENBROG RESIDENCE AND 1.0 M (3.3 FT) EAST OF WALL OF
 RD4226'HOUSE.
 RD4226'DESCRIBED BY L.L. RIGGERS.
 RD4226
 RD4226                          STATION RECOVERY (1987)
 RD4226
 RD4226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD4226'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  4.0 KM (2.50
 RD4226'MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM ITS JUNCTION WITH STATE
 RD4226'HIGHWAY 6 IN TILLAMOOK, THENCE 0.5 KM (0.30 MI) NORTHEASTERLY ALONG
 RD4226'ALDERBROOK ROAD, IN TOP OF THE NORTH END OF THE WEST CURB OF A BRIDGE
 RD4226'SPANNING THE KILCHIS RIVER, 3.1 M (10.2 FT) WEST OF THE CENTERLINE OF
 RD4226'THE ROAD, 1.8 M (5.9 FT) SOUTH OF THE NORTH END OF THE CURB, AND 0.1
 RD4226'M (0.3 FT) EAST OF THE EAST FACE OF THE WEST GUARDRAIL.
 RD4226'THE MARK IS 0.2 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0067 ***********************************************************************
 PC0067  DESIGNATION -  D 480
 PC0067  PID         -  PC0067
 PC0067  STATE/COUNTY-  OR/DOUGLAS
 PC0067  USGS QUAD   -  GARWOOD BUTTE (1985)
 PC0067
 PC0067                         *CURRENT SURVEY CONTROL
 PC0067  ___________________________________________________________________
 PC0067* NAD 83(1986)-  43 14 05.     (N)    122 20 35.     (W)     SCALED    
 PC0067* NAVD 88     -      1112.072  (meters)    3648.52   (feet)  ADJUSTED  
 PC0067  ___________________________________________________________________
 PC0067  GEOID HEIGHT-         -22.28  (meters)                     GEOID03
 PC0067  DYNAMIC HT  -        1111.540 (meters)    3646.78  (feet)  COMP
 PC0067  MODELED GRAV-     980,103.7   (mgal)                       NAVD 88
 PC0067
 PC0067  VERT ORDER  -  FIRST     CLASS II
 PC0067
 PC0067.The horizontal coordinates were scaled from a topographic map and have
 PC0067.an estimated accuracy of +/- 6 seconds.
 PC0067
 PC0067.The orthometric height was determined by differential leveling
 PC0067.and adjusted in June 1991.
 PC0067
 PC0067.The geoid height was determined by GEOID03.
 PC0067
 PC0067.The dynamic height is computed by dividing the NAVD 88
 PC0067.geopotential number by the normal gravity value computed on the
 PC0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0067.degrees latitude (g = 980.6199 gals.).
 PC0067
 PC0067.The modeled gravity was interpolated from observed gravity values.
 PC0067
 PC0067;                    North         East    Units  Estimated Accuracy
 PC0067;SPC OR S     -   175,830.    1,350,320.      MT  (+/- 180 meters Scaled)
 PC0067
 PC0067                          SUPERSEDED SURVEY CONTROL
 PC0067
 PC0067  NGVD 29 (??/??/92) 1110.850  (m)         3644.51   (f) ADJ UNCH    1 2
 PC0067
 PC0067.Superseded values are not recommended for survey control.
 PC0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0067.See file dsdata.txt to determine how the superseded data were derived.
 PC0067
 PC0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN533870(NAD 83)
 PC0067_MARKER: DB = BENCH MARK DISK
 PC0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PC0067_STAMPING: D 480 1941
 PC0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0067+STABILITY: SURFACE MOTION
 PC0067
 PC0067  HISTORY     - Date     Condition        Report By
 PC0067  HISTORY     - 1941     MONUMENTED       CGS
 PC0067
 PC0067                          STATION DESCRIPTION
 PC0067
 PC0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 PC0067'7.25 MI E FROM BIG CAMAS.
 PC0067'ABOUT 7.25 MILES EAST OF BIG CAMAS RANGER STATION, ALONG NORTH UMPQUA
 PC0067'HIGHWAY, AT CHINQUAPIN CREEK, 36 FEET SOUTH OF SOUTH END OF BRIDGE, 25
 PC0067'FEET EAST OF CENTER OF ROAD, 3 FEET ABOVE ROAD LEVEL.  A STANDARD DISK
 PC0067'SET IN A CONCRETE POST.  WITNESS POST SET BY MARK, STAMPED D 480 1941.
 PC0067'NOTE-- TURN RIGHT ON ROAD AT SIGN READING 2 WATSON CR FALLS. PROCEED
 PC0067'0.3 CHINQUAPIN CR.  79 FEET SOUTHWEST OF THE EAST END OF A 2.5 FOOT
 PC0067'GALVANIZED IRON CULVERT AND 62 FEET SOUTH OF THE CENTER LINE OF THE
 PC0067'ROAD, UNDER THE EDGE OF A DECAYING LOG, NEAR A WHITE WOODEN WITNESS
 PC0067'POST AND ABOUT 7 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0283 ***********************************************************************
 QD0283  DESIGNATION -  D 481
 QD0283  PID         -  QD0283
 QD0283  STATE/COUNTY-  OR/CROOK
 QD0283  USGS QUAD   -  PRINEVILLE (1992)
 QD0283
 QD0283                         *CURRENT SURVEY CONTROL
 QD0283  ___________________________________________________________________
 QD0283* NAD 83(1986)-  44 17 22.     (N)    120 50 33.     (W)     SCALED    
 QD0283* NAVD 88     -       874.442  (meters)    2868.90   (feet)  ADJUSTED  
 QD0283  ___________________________________________________________________
 QD0283  GEOID HEIGHT-         -20.52  (meters)                     GEOID03
 QD0283  DYNAMIC HT  -         874.159 (meters)    2867.97  (feet)  COMP
 QD0283  MODELED GRAV-     980,264.7   (mgal)                       NAVD 88
 QD0283
 QD0283  VERT ORDER  -  SECOND    CLASS 0
 QD0283
 QD0283.The horizontal coordinates were scaled from a topographic map and have
 QD0283.an estimated accuracy of +/- 6 seconds.
 QD0283
 QD0283.The orthometric height was determined by differential leveling
 QD0283.and adjusted in June 1991.
 QD0283
 QD0283.The geoid height was determined by GEOID03.
 QD0283
 QD0283.The dynamic height is computed by dividing the NAVD 88
 QD0283.geopotential number by the normal gravity value computed on the
 QD0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0283.degrees latitude (g = 980.6199 gals.).
 QD0283
 QD0283.The modeled gravity was interpolated from observed gravity values.
 QD0283
 QD0283;                    North         East    Units  Estimated Accuracy
 QD0283;SPC OR S     -   291,420.    1,472,660.      MT  (+/- 180 meters Scaled)
 QD0283
 QD0283                          SUPERSEDED SURVEY CONTROL
 QD0283
 QD0283  NGVD 29 (??/??/92)  873.326  (m)         2865.24   (f) ADJ UNCH    2 0
 QD0283
 QD0283.Superseded values are not recommended for survey control.
 QD0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0283.See file dsdata.txt to determine how the superseded data were derived.
 QD0283
 QD0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ721062(NAD 83)
 QD0283_MARKER: DB = BENCH MARK DISK
 QD0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD0283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QD0283_STAMPING: D 481 1941
 QD0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0283+STABILITY: SURFACE MOTION
 QD0283
 QD0283  HISTORY     - Date     Condition        Report By
 QD0283  HISTORY     - 1941     MONUMENTED       CGS
 QD0283
 QD0283                          STATION DESCRIPTION
 QD0283
 QD0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 QD0283'1.07 MI S FROM PRINEVILLE.
 QD0283'ABOUT 1.07 MILES SOUTH OF THE COUNTY COURT HOUSE IN PRINEVILLE, ALONG
 QD0283'THE BEAR CREEK HIGHWAY, 100 FEET NORTH OF A SHARP CURVE TO THE RIGHT,
 QD0283'33 FEET EAST OF THE ROAD, 2 FEET NORTH OF THE NORTH END OF A STEEL
 QD0283'GATE.  A STANDARD DISK SET IN A CONCRETE POST.  WITNESS POST SET BY
 QD0283'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0228 ***********************************************************************
 QD0228  DESIGNATION -  D 482
 QD0228  PID         -  QD0228
 QD0228  STATE/COUNTY-  OR/CROOK
 QD0228  USGS QUAD   -  POST (1992)
 QD0228
 QD0228                         *CURRENT SURVEY CONTROL
 QD0228  ___________________________________________________________________
 QD0228* NAD 83(1986)-  44 07 59.     (N)    120 23 50.     (W)     SCALED    
 QD0228* NAVD 88     -      1030.305  (meters)    3380.26   (feet)  ADJUSTED  
 QD0228  ___________________________________________________________________
 QD0228  GEOID HEIGHT-         -19.52  (meters)                     GEOID03
 QD0228  DYNAMIC HT  -        1029.916 (meters)    3378.98  (feet)  COMP
 QD0228  MODELED GRAV-     980,205.8   (mgal)                       NAVD 88
 QD0228
 QD0228  VERT ORDER  -  FIRST     CLASS II
 QD0228
 QD0228.The horizontal coordinates were scaled from a topographic map and have
 QD0228.an estimated accuracy of +/- 6 seconds.
 QD0228
 QD0228.The orthometric height was determined by differential leveling
 QD0228.and adjusted in June 1991.
 QD0228
 QD0228.The geoid height was determined by GEOID03.
 QD0228
 QD0228.The dynamic height is computed by dividing the NAVD 88
 QD0228.geopotential number by the normal gravity value computed on the
 QD0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0228.degrees latitude (g = 980.6199 gals.).
 QD0228
 QD0228.The modeled gravity was interpolated from observed gravity values.
 QD0228
 QD0228;                    North         East    Units  Estimated Accuracy
 QD0228;SPC OR S     -   273,990.    1,508,230.      MT  (+/- 180 meters Scaled)
 QD0228
 QD0228                          SUPERSEDED SURVEY CONTROL
 QD0228
 QD0228  NGVD 29 (??/??/92) 1029.154  (m)         3376.48   (f) ADJ UNCH    1 2
 QD0228
 QD0228.Superseded values are not recommended for survey control.
 QD0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0228.See file dsdata.txt to determine how the superseded data were derived.
 QD0228
 QD0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGP082899(NAD 83)
 QD0228_MARKER: DB = BENCH MARK DISK
 QD0228_SETTING: 66 = SET IN ROCK OUTCROP
 QD0228_SP_SET: OUTCROP
 QD0228_STAMPING: D 482 1941
 QD0228_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QD0228+STABILITY: POSITION/ELEVATION WELL
 QD0228
 QD0228  HISTORY     - Date     Condition        Report By
 QD0228  HISTORY     - 1941     MONUMENTED       CGS
 QD0228  HISTORY     - 19860422 MARK NOT FOUND   USPSQD
 QD0228
 QD0228                          STATION DESCRIPTION
 QD0228
 QD0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 QD0228'5.3 MI E FROM POST.
 QD0228'ABOUT 5.3 MILES EAST OF THE STORE AT POST, ALONG THE OLD SOUTH CROOKED
 QD0228'RIVER ROAD, AT THE EAST END OF A LONG STRAIGHT TANGENT, 40 FEET NORTH
 QD0228'OF THE CENTER OF THE ROAD, 5 FEET BELOW ROAD LEVEL IN A ROCK OUTCROP.
 QD0228'A STANDARD DISK SET.  WITNESS POST SET BY MARK.
 QD0228
 QD0228                          STATION RECOVERY (1986)
 QD0228
 QD0228'RECOVERY NOTE BY US POWER SQUADRON 1986 (DEK)
 QD0228'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0330 ***********************************************************************
 QD0330  DESIGNATION -  D 483
 QD0330  PID         -  QD0330
 QD0330  STATE/COUNTY-  OR/CROOK
 QD0330  USGS QUAD   -  PRINEVILLE (1992)
 QD0330
 QD0330                         *CURRENT SURVEY CONTROL
 QD0330  ___________________________________________________________________
 QD0330* NAD 83(1986)-  44 17 10.     (N)    120 48 52.     (W)     SCALED    
 QD0330* NAVD 88     -       896.258  (meters)    2940.47   (feet)  ADJUSTED  
 QD0330  ___________________________________________________________________
 QD0330  GEOID HEIGHT-         -20.46  (meters)                     GEOID03
 QD0330  DYNAMIC HT  -         895.964 (meters)    2939.51  (feet)  COMP
 QD0330  MODELED GRAV-     980,261.0   (mgal)                       NAVD 88
 QD0330
 QD0330  VERT ORDER  -  FIRST     CLASS II
 QD0330
 QD0330.The horizontal coordinates were scaled from a topographic map and have
 QD0330.an estimated accuracy of +/- 6 seconds.
 QD0330
 QD0330.The orthometric height was determined by differential leveling
 QD0330.and adjusted in June 1991.
 QD0330
 QD0330.The geoid height was determined by GEOID03.
 QD0330
 QD0330.The dynamic height is computed by dividing the NAVD 88
 QD0330.geopotential number by the normal gravity value computed on the
 QD0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0330.degrees latitude (g = 980.6199 gals.).
 QD0330
 QD0330.The modeled gravity was interpolated from observed gravity values.
 QD0330
 QD0330;                    North         East    Units  Estimated Accuracy
 QD0330;SPC OR S     -   291,040.    1,474,900.      MT  (+/- 180 meters Scaled)
 QD0330
 QD0330                          SUPERSEDED SURVEY CONTROL
 QD0330
 QD0330  NGVD 29 (??/??/92)  895.137  (m)         2936.80   (f) ADJ UNCH    1 2
 QD0330
 QD0330.Superseded values are not recommended for survey control.
 QD0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0330.See file dsdata.txt to determine how the superseded data were derived.
 QD0330
 QD0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ743059(NAD 83)
 QD0330_MARKER: DB = BENCH MARK DISK
 QD0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD0330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QD0330_STAMPING: D 483 1941
 QD0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0330+STABILITY: SURFACE MOTION
 QD0330
 QD0330  HISTORY     - Date     Condition        Report By
 QD0330  HISTORY     - 1941     MONUMENTED       CGS
 QD0330
 QD0330                          STATION DESCRIPTION
 QD0330
 QD0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 QD0330'2.34 MI SE FROM PRINEVILLE.
 QD0330'ABOUT 2.34 MILES SOUTHEAST ALONG THE PRINEVILLE-PAULINA ROAD FROM THE
 QD0330'COURTHOUSE AT PRINEVILLE, CROOK COUNTY, 0.4 MILES EAST OF A SMALL
 QD0330'BRIDGE, 51 FEET NORTH OF THE CENTER OF THE ROAD, 2 FEET SOUTH OF THE
 QD0330'FENCE LINE.  A STANDARD DISK SET.  WITNESS POST SET BY MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC0362 ***********************************************************************
 SC0362  DESIGNATION -  D 484
 SC0362  PID         -  SC0362
 SC0362  STATE/COUNTY-  OR/COLUMBIA
 SC0362  USGS QUAD   -  COAL CREEK (1985)
 SC0362
 SC0362                         *CURRENT SURVEY CONTROL
 SC0362  ___________________________________________________________________
 SC0362* NAD 83(1986)-  46 09 43.     (N)    123 05 17.     (W)     SCALED    
 SC0362* NAVD 88     -         7.736  (meters)      25.38   (feet)  ADJUSTED  
 SC0362  ___________________________________________________________________
 SC0362  GEOID HEIGHT-         -21.06  (meters)                     GEOID03
 SC0362  DYNAMIC HT  -           7.737 (meters)      25.38  (feet)  COMP
 SC0362  MODELED GRAV-     980,749.5   (mgal)                       NAVD 88
 SC0362
 SC0362  VERT ORDER  -  FIRST     CLASS II
 SC0362
 SC0362.The horizontal coordinates were scaled from a topographic map and have
 SC0362.an estimated accuracy of +/- 6 seconds.
 SC0362
 SC0362.The orthometric height was determined by differential leveling
 SC0362.and adjusted in June 1991.
 SC0362
 SC0362.The geoid height was determined by GEOID03.
 SC0362
 SC0362.The dynamic height is computed by dividing the NAVD 88
 SC0362.geopotential number by the normal gravity value computed on the
 SC0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0362.degrees latitude (g = 980.6199 gals.).
 SC0362
 SC0362.The modeled gravity was interpolated from observed gravity values.
 SC0362
 SC0362;                    North         East    Units  Estimated Accuracy
 SC0362;SPC OR N     -   280,500.    2,300,130.      MT  (+/- 180 meters Scaled)
 SC0362
 SC0362                          SUPERSEDED SURVEY CONTROL
 SC0362
 SC0362  NGVD 29 (??/??/92)    6.742  (m)           22.12   (f) ADJ UNCH    1 2
 SC0362
 SC0362.Superseded values are not recommended for survey control.
 SC0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0362.See file dsdata.txt to determine how the superseded data were derived.
 SC0362
 SC0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS932120(NAD 83)
 SC0362_MARKER: DB = BENCH MARK DISK
 SC0362_SETTING: 80 = SET IN A BOULDER
 SC0362_SP_SET: BOULDER
 SC0362_STAMPING: D484 1941
 SC0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0362+STABILITY: SURFACE MOTION
 SC0362
 SC0362  HISTORY     - Date     Condition        Report By
 SC0362  HISTORY     - 1941     MONUMENTED       CGS
 SC0362  HISTORY     - 1952     MARK NOT FOUND   USGS
 SC0362  HISTORY     - 1987     MARK NOT FOUND   NGS
 SC0362
 SC0362                          STATION DESCRIPTION
 SC0362
 SC0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 SC0362'0.9 MI E FROM MAYGER.
 SC0362'ALONG SPOKANE PORTLAND AND SEATTLE RAILROAD.  ABOUT .9 MILE EAST OF
 SC0362'MAYGER.  ABOUT 321 FEET WEST OF 1 MILE SLOW SIGN FOR MAYGER STATION.
 SC0362'ABOUT 375 FEET EAST OF R.R. MILAGE POST 55.  ABOUT 1904 FEET WEST OF
 SC0362'R.R. TUNNEL.  8 FEET SOUTH WEST OF CENTER OF R.R. TRACK.  ABOUT 3 FEET
 SC0362'ABOVE LEVEL OF TRACK.  SET IN DRILL HOLE IN NORTHEAST CORNER OF LARGE
 SC0362'BOULDER.
 SC0362
 SC0362                          STATION RECOVERY (1952)
 SC0362
 SC0362'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 SC0362'MARK NOT FOUND.
 SC0362
 SC0362                          STATION RECOVERY (1987)
 SC0362
 SC0362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SC0362'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0092 ***********************************************************************
 RD0092  DESIGNATION -  D 485
 RD0092  PID         -  RD0092
 RD0092  STATE/COUNTY-  OR/MULTNOMAH
 RD0092  USGS QUAD   -  MULTNOMAH FALLS (1994)
 RD0092
 RD0092                         *CURRENT SURVEY CONTROL
 RD0092  ___________________________________________________________________
 RD0092* NAD 83(1986)-  45 34 59.     (N)    122 05 42.     (W)     SCALED    
 RD0092* NAVD 88     -        15.321  (meters)      50.27   (feet)  ADJUSTED  
 RD0092  ___________________________________________________________________
 RD0092  GEOID HEIGHT-         -22.02  (meters)                     GEOID03
 RD0092  DYNAMIC HT  -          15.321 (meters)      50.27  (feet)  COMP
 RD0092  MODELED GRAV-     980,579.8   (mgal)                       NAVD 88
 RD0092
 RD0092  VERT ORDER  -  FIRST     CLASS II
 RD0092
 RD0092.The horizontal coordinates were scaled from a topographic map and have
 RD0092.an estimated accuracy of +/- 6 seconds.
 RD0092
 RD0092.The orthometric height was determined by differential leveling
 RD0092.and adjusted in June 1991.
 RD0092
 RD0092.The geoid height was determined by GEOID03.
 RD0092
 RD0092.The dynamic height is computed by dividing the NAVD 88
 RD0092.geopotential number by the normal gravity value computed on the
 RD0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0092.degrees latitude (g = 980.6199 gals.).
 RD0092
 RD0092.The modeled gravity was interpolated from observed gravity values.
 RD0092
 RD0092;                    North         East    Units  Estimated Accuracy
 RD0092;SPC OR N     -   214,180.    2,375,540.      MT  (+/- 180 meters Scaled)
 RD0092
 RD0092                          SUPERSEDED SURVEY CONTROL
 RD0092
 RD0092  NGVD 29 (??/??/92)   14.304  (m)           46.93   (f) ADJ UNCH    1 2
 RD0092
 RD0092.Superseded values are not recommended for survey control.
 RD0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0092.See file dsdata.txt to determine how the superseded data were derived.
 RD0092
 RD0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER706481(NAD 83)
 RD0092_MARKER: DB = BENCH MARK DISK
 RD0092_SETTING: 80 = SET IN A BOULDER
 RD0092_SP_SET: BOULDER
 RD0092_STAMPING: D 485 1941
 RD0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0092+STABILITY: SURFACE MOTION
 RD0092
 RD0092  HISTORY     - Date     Condition        Report By
 RD0092  HISTORY     - 1941     MONUMENTED       CGS
 RD0092  HISTORY     - 1987     MARK NOT FOUND   NGS
 RD0092
 RD0092                          STATION DESCRIPTION
 RD0092
 RD0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 RD0092'0.6 MI W FROM ONEONTA.
 RD0092'ABOUT .6 MILE WEST ALONG THE UNION PACIFIC RAILROAD FROM ONEONTA.  AT
 RD0092'R.R. MILAGE ABOUT 30.8.  ABOUT 10 FEET EAST OF R.R. SEMAPHORE 308.
 RD0092'ABOUT 12 FEET SOUTH OF CENTER LINE OF R.R. TRACK.  ABOUT 39 FEET WEST
 RD0092'OF ONEONTA SIDING R.R. SWITCH.  TOP OF BOULDER.
 RD0092
 RD0092                          STATION RECOVERY (1987)
 RD0092
 RD0092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD0092'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0079 ***********************************************************************
 RB0079  DESIGNATION -  D 486
 RB0079  PID         -  RB0079
 RB0079  STATE/COUNTY-  OR/UMATILLA
 RB0079  USGS QUAD   -  HURON (1995)
 RB0079
 RB0079                         *CURRENT SURVEY CONTROL
 RB0079  ___________________________________________________________________
 RB0079* NAD 83(1986)-  45 28 51.     (N)    118 16 40.     (W)     SCALED    
 RB0079* NAVD 88     -       829.119  (meters)    2720.20   (feet)  ADJUSTED  
 RB0079  ___________________________________________________________________
 RB0079  GEOID HEIGHT-         -18.31  (meters)                     GEOID03
 RB0079  DYNAMIC HT  -         828.911 (meters)    2719.52  (feet)  COMP
 RB0079  MODELED GRAV-     980,338.4   (mgal)                       NAVD 88
 RB0079
 RB0079  VERT ORDER  -  FIRST     CLASS II
 RB0079
 RB0079.The horizontal coordinates were scaled from a topographic map and have
 RB0079.an estimated accuracy of +/- 6 seconds.
 RB0079
 RB0079.The orthometric height was determined by differential leveling
 RB0079.and adjusted in June 1991.
 RB0079
 RB0079.The geoid height was determined by GEOID03.
 RB0079
 RB0079.The dynamic height is computed by dividing the NAVD 88
 RB0079.geopotential number by the normal gravity value computed on the
 RB0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0079.degrees latitude (g = 980.6199 gals.).
 RB0079
 RB0079.The modeled gravity was interpolated from observed gravity values.
 RB0079
 RB0079;                    North         East    Units  Estimated Accuracy
 RB0079;SPC OR N     -   203,980.    2,673,710.      MT  (+/- 180 meters Scaled)
 RB0079
 RB0079                          SUPERSEDED SURVEY CONTROL
 RB0079
 RB0079  NGVD 29 (??/??/92)  828.010  (m)         2716.56   (f) ADJ UNCH    1 2
 RB0079
 RB0079.Superseded values are not recommended for survey control.
 RB0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0079.See file dsdata.txt to determine how the superseded data were derived.
 RB0079
 RB0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML001371(NAD 83)
 RB0079_MARKER: DB = BENCH MARK DISK
 RB0079_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RB0079_SP_SET: WATER TANK
 RB0079_STAMPING: D 486 1941
 RB0079_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RB0079
 RB0079  HISTORY     - Date     Condition        Report By
 RB0079  HISTORY     - 1941     MONUMENTED       CGS
 RB0079  HISTORY     - 1951     GOOD             NGS
 RB0079
 RB0079                          STATION DESCRIPTION
 RB0079
 RB0079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 RB0079'2.9 MI NW FROM HURON.
 RB0079'2.9 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE SECTION
 RB0079'HOUSE AT HURON, 0.6 MILE EAST OF A CAMP, AND SET IN TOP OF THE
 RB0079'CIRCULAR BASE OF A LARGE STEEL WATER TANK DIRECTLY OVER A VALVE, 43
 RB0079'FEET NORTHWEST OF THE NORTHWEST RAIL, 0.9 FEET SOUTHEAST OF THE
 RB0079'SOUTHEAST SIDE OF THE TANK AND ABOUT 15 FEET HIGHER THAN THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0646 ***********************************************************************
 PC0646  DESIGNATION -  D 487
 PC0646  PID         -  PC0646
 PC0646  STATE/COUNTY-  OR/KLAMATH
 PC0646  USGS QUAD   -  PUMICE DESERT EAST (1985)
 PC0646
 PC0646                         *CURRENT SURVEY CONTROL
 PC0646  ___________________________________________________________________
 PC0646* NAD 83(1986)-  43 05 20.     (N)    122 01 50.     (W)     SCALED    
 PC0646* NAVD 88     -      1690.451  (meters)    5546.09   (feet)  ADJUSTED  
 PC0646  ___________________________________________________________________
 PC0646  GEOID HEIGHT-         -21.55  (meters)                     GEOID03
 PC0646  DYNAMIC HT  -        1689.435 (meters)    5542.75  (feet)  COMP
 PC0646  MODELED GRAV-     979,958.9   (mgal)                       NAVD 88
 PC0646
 PC0646  VERT ORDER  -  FIRST     CLASS II
 PC0646
 PC0646.The horizontal coordinates were scaled from a topographic map and have
 PC0646.an estimated accuracy of +/- 6 seconds.
 PC0646
 PC0646.The orthometric height was determined by differential leveling
 PC0646.and adjusted in June 1991.
 PC0646
 PC0646.The geoid height was determined by GEOID03.
 PC0646
 PC0646.The dynamic height is computed by dividing the NAVD 88
 PC0646.geopotential number by the normal gravity value computed on the
 PC0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0646.degrees latitude (g = 980.6199 gals.).
 PC0646
 PC0646.The modeled gravity was interpolated from observed gravity values.
 PC0646
 PC0646;                    North         East    Units  Estimated Accuracy
 PC0646;SPC OR S     -   159,120.    1,375,400.      MT  (+/- 180 meters Scaled)
 PC0646
 PC0646                          SUPERSEDED SURVEY CONTROL
 PC0646
 PC0646  NGVD 29 (??/??/92) 1689.099  (m)         5541.65   (f) ADJ UNCH    1 2
 PC0646
 PC0646.Superseded values are not recommended for survey control.
 PC0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0646.See file dsdata.txt to determine how the superseded data were derived.
 PC0646
 PC0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN789711(NAD 83)
 PC0646_MARKER: DB = BENCH MARK DISK
 PC0646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0646_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PC0646_STAMPING: D 487 1941
 PC0646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0646+STABILITY: SURFACE MOTION
 PC0646
 PC0646  HISTORY     - Date     Condition        Report By
 PC0646  HISTORY     - 1941     MONUMENTED       CGS
 PC0646
 PC0646                          STATION DESCRIPTION
 PC0646
 PC0646'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 PC0646'10.5 MI W FROM DIAMOND-CRATER LAKE JCT.
 PC0646'ALONG STATE HIGHWAY 230, 10.5 MILES WEST OF JUNCTION WITH U. S.
 PC0646'HIGHWAY 97, AT SURVEY STATION 550 00, 32 FEET NORTH OF CENTER OF
 PC0646'HIGHWAY, WITNESS POST MARKED USBM.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0647 ***********************************************************************
 PC0647  DESIGNATION -  D 487 RESET
 PC0647  PID         -  PC0647
 PC0647  STATE/COUNTY-  OR/KLAMATH
 PC0647  USGS QUAD   -  PUMICE DESERT EAST (1985)
 PC0647
 PC0647                         *CURRENT SURVEY CONTROL
 PC0647  ___________________________________________________________________
 PC0647* NAD 83(1986)-  43 05 20.     (N)    122 01 50.     (W)     SCALED    
 PC0647* NAVD 88     -      1690.30   (meters)    5545.6    (feet)  RESET     
 PC0647  ___________________________________________________________________
 PC0647  GEOID HEIGHT-         -21.55  (meters)                     GEOID03
 PC0647  VERT ORDER  -  THIRD
 PC0647
 PC0647.The horizontal coordinates were scaled from a topographic map and have
 PC0647.an estimated accuracy of +/- 6 seconds.
 PC0647
 PC0647.The orthometric height was computed from unverified reset data.
 PC0647
 PC0647.The geoid height was determined by GEOID03.
 PC0647
 PC0647;                    North         East    Units  Estimated Accuracy
 PC0647;SPC OR S     -   159,120.    1,375,400.      MT  (+/- 180 meters Scaled)
 PC0647
 PC0647                          SUPERSEDED SURVEY CONTROL
 PC0647
 PC0647.No superseded survey control is available for this station.
 PC0647
 PC0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN789711(NAD 83)
 PC0647_MARKER: DB = BENCH MARK DISK
 PC0647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0647_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PC0647_STAMPING: D 487 RESET 1961
 PC0647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0647+STABILITY: SURFACE MOTION
 PC0647
 PC0647  HISTORY     - Date     Condition        Report By
 PC0647  HISTORY     - 1961     MONUMENTED       CGS
 PC0647
 PC0647                          STATION DESCRIPTION
 PC0647
 PC0647'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 PC0647'4.0 MI S FROM BEAVER MARSH.
 PC0647'FROM THE TOWN OF BEAVER MARSH GO SOUTH ABOUT 4 MILES ON U.S. HIGHWAY
 PC0647'97 TO THE JUNCTION WITH STATE HIGHWAY 230, TURN RIGHT, GO WEST ON
 PC0647'STATE HIGHWAY 230 FOR 10.5 MILES TO HIGHWAY SURVEY STATION 550X00,
 PC0647'BENCH MARK IS 74 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, ABOUT 40
 PC0647'FEET NORTH OF THE ORIGINAL MARK, 1 FOOT EAST OF A METAL WITNESS POST,
 PC0647'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE
 PC0647'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0788 ***********************************************************************
 RA0788  DESIGNATION -  D 488
 RA0788  PID         -  RA0788
 RA0788  STATE/COUNTY-  OR/UNION
 RA0788  USGS QUAD   -  TELOCASET (1993)
 RA0788
 RA0788                         *CURRENT SURVEY CONTROL
 RA0788  ___________________________________________________________________
 RA0788* NAD 83(1986)-  45 05 58.     (N)    117 49 27.     (W)     SCALED    
 RA0788* NAVD 88     -      1051.531  (meters)    3449.90   (feet)  ADJUSTED  
 RA0788  ___________________________________________________________________
 RA0788  GEOID HEIGHT-         -17.05  (meters)                     GEOID03
 RA0788  DYNAMIC HT  -        1051.230 (meters)    3448.91  (feet)  COMP
 RA0788  MODELED GRAV-     980,294.3   (mgal)                       NAVD 88
 RA0788
 RA0788  VERT ORDER  -  FIRST     CLASS II
 RA0788
 RA0788.The horizontal coordinates were scaled from a topographic map and have
 RA0788.an estimated accuracy of +/- 6 seconds.
 RA0788
 RA0788.The orthometric height was determined by differential leveling
 RA0788.and adjusted in June 1991.
 RA0788
 RA0788.The geoid height was determined by GEOID03.
 RA0788
 RA0788.The dynamic height is computed by dividing the NAVD 88
 RA0788.geopotential number by the normal gravity value computed on the
 RA0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0788.degrees latitude (g = 980.6199 gals.).
 RA0788
 RA0788.The modeled gravity was interpolated from observed gravity values.
 RA0788
 RA0788;                    North         East    Units  Estimated Accuracy
 RA0788;SPC OR N     -   162,700.    2,710,560.      MT  (+/- 180 meters Scaled)
 RA0788
 RA0788                          SUPERSEDED SURVEY CONTROL
 RA0788
 RA0788  NGVD 29 (??/??/92) 1050.407  (m)         3446.21   (f) ADJ UNCH    1 2
 RA0788
 RA0788.Superseded values are not recommended for survey control.
 RA0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0788.See file dsdata.txt to determine how the superseded data were derived.
 RA0788
 RA0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK351943(NAD 83)
 RA0788_MARKER: DB = BENCH MARK DISK
 RA0788_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RA0788_SP_SET: CONCRETE BASE
 RA0788_STAMPING: D 488 1941
 RA0788_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RA0788
 RA0788  HISTORY     - Date     Condition        Report By
 RA0788  HISTORY     - 1941     MONUMENTED       CGS
 RA0788  HISTORY     - 19920901 MARK NOT FOUND   USGS-R
 RA0788
 RA0788                          STATION DESCRIPTION
 RA0788
 RA0788'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 RA0788'IN TELOCASET.
 RA0788'AT TELOCASET, UNION COUNTY, 165 FEET SOUTHEAST OF THE UNION PACIFIC
 RA0788'RAILROAD STATION, 33 FEET NORTH OF THE TRACK, AT THE WATER TANK, AND
 RA0788'IN THE TOP OF THE SOUTHEAST CORNER OF THE CONCRETE BASE.  A STANDARD
 RA0788'DISK, STAMPED D 488 1941.
 RA0788
 RA0788                          STATION RECOVERY (1992)
 RA0788
 RA0788'RECOVERY NOTE BY USGS ROCKY MOUNTAIN MAPPING CENTER 1992 (KP)
 RA0788'SE CORNER OF CONCRETE BAS HAS BEEN BROKEN OFF, MARK WAS NOT RECOVERED.
 RA0788' 
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0662 ***********************************************************************
 QB0662  DESIGNATION -  D 490
 QB0662  PID         -  QB0662
 QB0662  STATE/COUNTY-  OR/BAKER
 QB0662  USGS QUAD   -  LIME (1988)
 QB0662
 QB0662                         *CURRENT SURVEY CONTROL
 QB0662  ___________________________________________________________________
 QB0662* NAD 83(1986)-  44 26 58.     (N)    117 19 55.     (W)     SCALED    
 QB0662* NAVD 88     -       699.100  (meters)    2293.63   (feet)  ADJUSTED  
 QB0662  ___________________________________________________________________
 QB0662  GEOID HEIGHT-         -16.97  (meters)                     GEOID03
 QB0662  DYNAMIC HT  -         698.901 (meters)    2292.98  (feet)  COMP
 QB0662  MODELED GRAV-     980,311.2   (mgal)                       NAVD 88
 QB0662
 QB0662  VERT ORDER  -  FIRST     CLASS II
 QB0662
 QB0662.The horizontal coordinates were scaled from a topographic map and have
 QB0662.an estimated accuracy of +/- 6 seconds.
 QB0662
 QB0662.The orthometric height was determined by differential leveling
 QB0662.and adjusted in June 1991.
 QB0662
 QB0662.The geoid height was determined by GEOID03.
 QB0662
 QB0662.The dynamic height is computed by dividing the NAVD 88
 QB0662.geopotential number by the normal gravity value computed on the
 QB0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0662.degrees latitude (g = 980.6199 gals.).
 QB0662
 QB0662.The modeled gravity was interpolated from observed gravity values.
 QB0662
 QB0662;                    North         East    Units  Estimated Accuracy
 QB0662;SPC OR N     -    91,930.    2,752,100.      MT  (+/- 180 meters Scaled)
 QB0662
 QB0662                          SUPERSEDED SURVEY CONTROL
 QB0662
 QB0662  NGVD 29 (??/??/92)  698.078  (m)         2290.28   (f) ADJ UNCH    1 2
 QB0662
 QB0662.Superseded values are not recommended for survey control.
 QB0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0662.See file dsdata.txt to determine how the superseded data were derived.
 QB0662
 QB0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK735218(NAD 83)
 QB0662_MARKER: DB = BENCH MARK DISK
 QB0662_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QB0662_SP_SET: ABUTMENT
 QB0662_STAMPING: D 490 1941
 QB0662_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QB0662
 QB0662  HISTORY     - Date     Condition        Report By
 QB0662  HISTORY     - 1941     MONUMENTED       CGS
 QB0662  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 QB0662  HISTORY     - 20031218 MARK NOT FOUND   ORDT
 QB0662
 QB0662                          STATION DESCRIPTION
 QB0662
 QB0662'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 QB0662'4.1 MI SE FROM WEATHERBY.
 QB0662'ABOUT 4.1 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM
 QB0662'WEATHERBY, BAKER COUNTY, AT BRIDGE 381.41, AND IN THE TOP OF THE EAST
 QB0662'END OF THE SOUTH ABUTMENT.  A STANDARD DISK, STAMPED D 490 1941.
 QB0662
 QB0662                          STATION RECOVERY (1985)
 QB0662
 QB0662'RECOVERY NOTE BY US POWER SQUADRON 1985 (RBD)
 QB0662'MARK NOT FOUND.
 QB0662
 QB0662                          STATION RECOVERY (2003)
 QB0662
 QB0662'RECOVERY NOTE BY OREGON DEPARTMENT OF TRANSPORTATION 2003 (MAS)
 QB0662'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0603 ***********************************************************************
 NZ0603  DESIGNATION -  D 492
 NZ0603  PID         -  NZ0603
 NZ0603  STATE/COUNTY-  OR/JOSEPHINE
 NZ0603  USGS QUAD   -  O'BRIEN (1996)
 NZ0603
 NZ0603                         *CURRENT SURVEY CONTROL
 NZ0603  ___________________________________________________________________
 NZ0603* NAD 83(1986)-  42 02 48.     (N)    123 44 49.     (W)     SCALED    
 NZ0603* NAVD 88     -       461.671  (meters)    1514.67   (feet)  ADJUSTED  
 NZ0603  ___________________________________________________________________
 NZ0603  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 NZ0603  DYNAMIC HT  -         461.465 (meters)    1513.99  (feet)  COMP
 NZ0603  MODELED GRAV-     980,163.6   (mgal)                       NAVD 88
 NZ0603
 NZ0603  VERT ORDER  -  SECOND    CLASS 0
 NZ0603
 NZ0603.The horizontal coordinates were scaled from a topographic map and have
 NZ0603.an estimated accuracy of +/- 6 seconds.
 NZ0603
 NZ0603.The orthometric height was determined by differential leveling
 NZ0603.and adjusted in June 1991.
 NZ0603
 NZ0603.The geoid height was determined by GEOID03.
 NZ0603
 NZ0603.The dynamic height is computed by dividing the NAVD 88
 NZ0603.geopotential number by the normal gravity value computed on the
 NZ0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0603.degrees latitude (g = 980.6199 gals.).
 NZ0603
 NZ0603.The modeled gravity was interpolated from observed gravity values.
 NZ0603
 NZ0603;                    North         East    Units  Estimated Accuracy
 NZ0603;SPC OR S     -    47,420.    1,231,230.      MT  (+/- 180 meters Scaled)
 NZ0603
 NZ0603                          SUPERSEDED SURVEY CONTROL
 NZ0603
 NZ0603  NGVD 29 (??/??/92)  460.670  (m)         1511.38   (f) ADJ UNCH    2 0
 NZ0603
 NZ0603.Superseded values are not recommended for survey control.
 NZ0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0603.See file dsdata.txt to determine how the superseded data were derived.
 NZ0603
 NZ0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM381552(NAD 83)
 NZ0603_MARKER: DB = BENCH MARK DISK
 NZ0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ0603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NZ0603_STAMPING: D 492 1942
 NZ0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0603+STABILITY: SURFACE MOTION
 NZ0603
 NZ0603  HISTORY     - Date     Condition        Report By
 NZ0603  HISTORY     - 1942     MONUMENTED       CGS
 NZ0603  HISTORY     - 1972     GOOD             NGS
 NZ0603
 NZ0603                          STATION DESCRIPTION
 NZ0603
 NZ0603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 NZ0603'3.1 MI SW FROM OBRIEN.
 NZ0603'3.1 MILES SOUTHWEST ALONG THE WIMER ROAD, FROM THE JUNCTION OF U.S.
 NZ0603'HIGHWAY 199, AND WIMER ROAD, JUST NORTH OF THE OBRIEN POST OFFICE, 120
 NZ0603'FEET EAST OF POWER POLE NO. 12/39, 94 FEET EAST OF THE CENTER OF WIMER
 NZ0603'ROAD, 30 FEET WEST OF THE BANK OF THE RIVER, AND 1 FOOT NORTH OF A
 NZ0603'METAL WITNESS POST, SET IN A 6-INCH SQUARE CONCRETE MONUMENT THAT
 NZ0603'PROJECTS 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0286 ***********************************************************************
 OA0286  DESIGNATION -  D 496
 OA0286  PID         -  OA0286
 OA0286  STATE/COUNTY-  OR/CURRY
 OA0286  USGS QUAD   -  SIGNAL BUTTES (1986)
 OA0286
 OA0286                         *CURRENT SURVEY CONTROL
 OA0286  ___________________________________________________________________
 OA0286* NAD 83(1986)-  42 28 33.     (N)    124 20 09.     (W)     SCALED    
 OA0286* NAVD 88     -        14.818  (meters)      48.62   (feet)  ADJUSTED  
 OA0286  ___________________________________________________________________
 OA0286  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 OA0286  DYNAMIC HT  -          14.814 (meters)      48.60  (feet)  COMP
 OA0286  MODELED GRAV-     980,356.4   (mgal)                       NAVD 88
 OA0286
 OA0286  VERT ORDER  -  SECOND    CLASS 0
 OA0286
 OA0286.The horizontal coordinates were scaled from a topographic map and have
 OA0286.an estimated accuracy of +/- 6 seconds.
 OA0286
 OA0286.The orthometric height was determined by differential leveling
 OA0286.and adjusted in June 1991.
 OA0286
 OA0286.The geoid height was determined by GEOID03.
 OA0286
 OA0286.The dynamic height is computed by dividing the NAVD 88
 OA0286.geopotential number by the normal gravity value computed on the
 OA0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0286.degrees latitude (g = 980.6199 gals.).
 OA0286
 OA0286.The modeled gravity was interpolated from observed gravity values.
 OA0286
 OA0286;                    North         East    Units  Estimated Accuracy
 OA0286;SPC OR S     -    97,110.    1,184,700.      MT  (+/- 180 meters Scaled)
 OA0286
 OA0286                          SUPERSEDED SURVEY CONTROL
 OA0286
 OA0286  NGVD 29 (??/??/92)   13.730  (m)           45.05   (f) ADJ UNCH    2 0
 OA0286
 OA0286.Superseded values are not recommended for survey control.
 OA0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0286.See file dsdata.txt to determine how the superseded data were derived.
 OA0286
 OA0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN901034(NAD 83)
 OA0286_MARKER: DB = BENCH MARK DISK
 OA0286_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OA0286_SP_SET: CULVERT
 OA0286_STAMPING: D 496 1942
 OA0286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OA0286
 OA0286  HISTORY     - Date     Condition        Report By
 OA0286  HISTORY     - 1942     MONUMENTED       CGS
 OA0286  HISTORY     - 1964     GOOD             NGS
 OA0286  HISTORY     - 1982     MARK NOT FOUND   USGS
 OA0286  HISTORY     - 20021009 MARK NOT FOUND   USPSQD
 OA0286
 OA0286                          STATION DESCRIPTION
 OA0286
 OA0286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 OA0286'6.7 MI NE FROM WEDDERBURN.
 OA0286'6.7 MILES NORTHEAST ALONG THE NORTH BANK ROGUE RIVER ROAD FROM THE
 OA0286'WEDDERBURN POST OFFICE, 110 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 OA0286'A WHITE HOUSE, 35 FEET EAST OF THE SOUTH END OF A CULVERT UNDER THE
 OA0286'ROAD, 33 FEET SOUTHWEST OF A FENCE CORNER AND MAIL BOX, 27 FEET
 OA0286'SOUTHEAST OF THE CENTER OF THE ROAD, 2 1/2 FEET WEST OF A FENCE, 0.5
 OA0286'FOOT SOUTHWEST OF A METAL WITNESS POST AND 1 1/2 FEET BELOW THE
 OA0286'SURFACE OF THE GROUND.
 OA0286
 OA0286                          STATION RECOVERY (1982)
 OA0286
 OA0286'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 OA0286'MARK NOT FOUND.
 OA0286
 OA0286                          STATION RECOVERY (2002)
 OA0286
 OA0286'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 OA0286'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0439 ***********************************************************************
 QC0439  DESIGNATION -  D 497
 QC0439  PID         -  QC0439
 QC0439  STATE/COUNTY-  OR/WHEELER
 QC0439  USGS QUAD   -  DERR MEADOWS (1992)
 QC0439
 QC0439                         *CURRENT SURVEY CONTROL
 QC0439  ___________________________________________________________________
 QC0439* NAD 83(1986)-  44 29 49.     (N)    119 56 44.     (W)     SCALED    
 QC0439* NAVD 88     -      1331.247  (meters)    4367.60   (feet)  ADJUSTED  
 QC0439  ___________________________________________________________________
 QC0439  GEOID HEIGHT-         -19.08  (meters)                     GEOID03
 QC0439  DYNAMIC HT  -        1330.725 (meters)    4365.89  (feet)  COMP
 QC0439  MODELED GRAV-     980,178.7   (mgal)                       NAVD 88
 QC0439
 QC0439  VERT ORDER  -  SECOND    CLASS 0
 QC0439
 QC0439.The horizontal coordinates were scaled from a topographic map and have
 QC0439.an estimated accuracy of +/- 6 seconds.
 QC0439
 QC0439.The orthometric height was determined by differential leveling
 QC0439.and adjusted in June 1991.
 QC0439
 QC0439.The geoid height was determined by GEOID03.
 QC0439
 QC0439.The dynamic height is computed by dividing the NAVD 88
 QC0439.geopotential number by the normal gravity value computed on the
 QC0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0439.degrees latitude (g = 980.6199 gals.).
 QC0439
 QC0439.The modeled gravity was interpolated from observed gravity values.
 QC0439
 QC0439;                    North         East    Units  Estimated Accuracy
 QC0439;SPC OR N     -    92,410.    2,544,100.      MT  (+/- 180 meters Scaled)
 QC0439
 QC0439                          SUPERSEDED SURVEY CONTROL
 QC0439
 QC0439  NGVD 29 (??/??/92) 1330.002  (m)         4363.51   (f) ADJ UNCH    2 0
 QC0439
 QC0439.Superseded values are not recommended for survey control.
 QC0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0439.See file dsdata.txt to determine how the superseded data were derived.
 QC0439
 QC0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKK658312(NAD 83)
 QC0439_MARKER: DB = BENCH MARK DISK
 QC0439_SETTING: 80 = SET IN A BOULDER
 QC0439_SP_SET: BOULDER
 QC0439_STAMPING: D 497 1949
 QC0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0439+STABILITY: SURFACE MOTION
 QC0439
 QC0439  HISTORY     - Date     Condition        Report By
 QC0439  HISTORY     - 1949     MONUMENTED       CGS
 QC0439
 QC0439                          STATION DESCRIPTION
 QC0439
 QC0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 QC0439'5.9 MI N FROM DERR G.S..
 QC0439'5.9 MILES NORTH ALONG A FOREST SERVICE ROAD FROM DERR GUARD STATION,
 QC0439'0.1 MILE NORTHEAST OF A Y JUNCTION WITH A ROAD LEADING WEST, IN THE
 QC0439'TOP OF A LARGE BOULDER MARKED BY THE WHITE PAINTED LETTERS BM, 28 FEET
 QC0439'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 22 FEET SOUTHWEST OF A
 QC0439'DOUBLE 4 INCH PINE TREE, 12 FEET NORTH OF A 4 INCH JUNIPER TREE, AND
 QC0439'ABOUT 6 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0204 ***********************************************************************
 QD0204  DESIGNATION -  D 498
 QD0204  PID         -  QD0204
 QD0204  STATE/COUNTY-  OR/CROOK
 QD0204  USGS QUAD   -  KEYS CREEK (1992)
 QD0204
 QD0204                         *CURRENT SURVEY CONTROL
 QD0204  ___________________________________________________________________
 QD0204* NAD 83(1986)-  44 21 10.     (N)    120 06 54.     (W)     SCALED    
 QD0204* NAVD 88     -      1448.017  (meters)    4750.70   (feet)  ADJUSTED  
 QD0204  ___________________________________________________________________
 QD0204  GEOID HEIGHT-         -19.07  (meters)                     GEOID03
 QD0204  DYNAMIC HT  -        1447.417 (meters)    4748.73  (feet)  COMP
 QD0204  MODELED GRAV-     980,152.0   (mgal)                       NAVD 88
 QD0204
 QD0204  VERT ORDER  -  SECOND    CLASS 0
 QD0204
 QD0204.The horizontal coordinates were scaled from a topographic map and have
 QD0204.an estimated accuracy of +/- 6 seconds.
 QD0204
 QD0204.The orthometric height was determined by differential leveling
 QD0204.and adjusted in June 1991.
 QD0204
 QD0204.The geoid height was determined by GEOID03.
 QD0204
 QD0204.The dynamic height is computed by dividing the NAVD 88
 QD0204.geopotential number by the normal gravity value computed on the
 QD0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0204.degrees latitude (g = 980.6199 gals.).
 QD0204
 QD0204.The modeled gravity was interpolated from observed gravity values.
 QD0204
 QD0204;                    North         East    Units  Estimated Accuracy
 QD0204;SPC OR S     -   298,480.    1,530,700.      MT  (+/- 180 meters Scaled)
 QD0204
 QD0204                          SUPERSEDED SURVEY CONTROL
 QD0204
 QD0204  NGVD 29 (??/??/92) 1446.786  (m)         4746.66   (f) ADJ UNCH    2 0
 QD0204
 QD0204.Superseded values are not recommended for survey control.
 QD0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0204.See file dsdata.txt to determine how the superseded data were derived.
 QD0204
 QD0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGQ299151(NAD 83)
 QD0204_MARKER: DB = BENCH MARK DISK
 QD0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD0204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QD0204_STAMPING: D 498 1949
 QD0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0204+STABILITY: SURFACE MOTION
 QD0204
 QD0204  HISTORY     - Date     Condition        Report By
 QD0204  HISTORY     - 1949     MONUMENTED       CGS
 QD0204
 QD0204                          STATION DESCRIPTION
 QD0204
 QD0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 QD0204'0.9 MI SE FROM COLD SPRINGS G S.
 QD0204'0.9 MILE SOUTHEAST ALONG A FOREST SERVICE ROAD FROM COLD SPRINGS GUARD
 QD0204'STATION, 52 FEET EAST OF THE EAST ONE OF THREE 30-INCH PINE TREES, 48
 QD0204'1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 38.8 FEET SOUTH OF THE
 QD0204'SOUTH END OF A WOODEN CULVERT UNDER THE ROAD, 11 1/2 FEET NORTH OF A
 QD0204'24-INCH PINE TREE, 1.8 FEET NORTHWEST OF A WITNESS POST, ABOUT LEVEL
 QD0204'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 QD0204'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0416 ***********************************************************************
 NZ0416  DESIGNATION -  D 499
 NZ0416  PID         -  NZ0416
 NZ0416  STATE/COUNTY-  OR/DOUGLAS
 NZ0416  USGS QUAD   -  CANYONVILLE (1986)
 NZ0416
 NZ0416                         *CURRENT SURVEY CONTROL
 NZ0416  ___________________________________________________________________
 NZ0416* NAD 83(1986)-  42 58 33.     (N)    123 21 04.     (W)     SCALED    
 NZ0416* NAVD 88     -       210.691  (meters)     691.24   (feet)  ADJUSTED  
 NZ0416  ___________________________________________________________________
 NZ0416  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 NZ0416  DYNAMIC HT  -         210.633 (meters)     691.05  (feet)  COMP
 NZ0416  MODELED GRAV-     980,339.2   (mgal)                       NAVD 88
 NZ0416
 NZ0416  VERT ORDER  -  FIRST     CLASS II
 NZ0416
 NZ0416.The horizontal coordinates were scaled from a topographic map and have
 NZ0416.an estimated accuracy of +/- 6 seconds.
 NZ0416
 NZ0416.The orthometric height was determined by differential leveling
 NZ0416.and adjusted in June 1991.
 NZ0416.WARNING-Repeat measurements at this control monument indicate possible
 NZ0416.vertical movement.
 NZ0416
 NZ0416.The geoid height was determined by GEOID03.
 NZ0416
 NZ0416.The dynamic height is computed by dividing the NAVD 88
 NZ0416.geopotential number by the normal gravity value computed on the
 NZ0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0416.degrees latitude (g = 980.6199 gals.).
 NZ0416
 NZ0416.The modeled gravity was interpolated from observed gravity values.
 NZ0416
 NZ0416;                    North         East    Units  Estimated Accuracy
 NZ0416;SPC OR S     -   149,380.    1,267,500.      MT  (+/- 180 meters Scaled)
 NZ0416
 NZ0416                          SUPERSEDED SURVEY CONTROL
 NZ0416
 NZ0416  NGVD 29 (??/??/92)  209.649  (m)          687.82   (f) ADJ UNCH    1 2
 NZ0416
 NZ0416.Superseded values are not recommended for survey control.
 NZ0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0416.See file dsdata.txt to determine how the superseded data were derived.
 NZ0416
 NZ0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN713581(NAD 83)
 NZ0416_MARKER: DB = BENCH MARK DISK
 NZ0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ0416_SP_SET: CONCRETE POST
 NZ0416_STAMPING: D 499 1949
 NZ0416_MARK LOGO: CGS   
 NZ0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0416+STABILITY: SURFACE MOTION
 NZ0416
 NZ0416  HISTORY     - Date     Condition        Report By
 NZ0416  HISTORY     - 1949     MONUMENTED       CGS
 NZ0416  HISTORY     - 1968     GOOD             NGS
 NZ0416  HISTORY     - 1987     GOOD             NGS
 NZ0416
 NZ0416                          STATION DESCRIPTION
 NZ0416
 NZ0416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 NZ0416'1.9 MI N FROM RIDDLE.
 NZ0416'1.9 MILES NORTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 NZ0416'STATION AT RIDDLE, AT CROSSING C-546.1, 67 FEET EAST OF POWER POLE NO.
 NZ0416'1725, 44 FEET NORTHWEST OF THE CENTER OF THE CROSSING, 36 FEET
 NZ0416'NORTHEAST OF THE CENTER OF A Y JUNCTION OF GRAVELED ROADS, 34 FEET
 NZ0416'SOUTHEAST OF T.R. CARTERS MAIL BOX, 30 FEET WEST OF THE NEAREST RAIL
 NZ0416'AND 0.5 FOOT NORTH OF A METAL WITNESS POST SET IN A CYLINDRICAL
 NZ0416'CONCRETE MONUMENT THAT IS 12 INCHES IN DIAMETER AND PROJECTS 1 INCH.
 NZ0416
 NZ0416                          STATION RECOVERY (1987)
 NZ0416
 NZ0416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 NZ0416'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  3.1 KM
 NZ0416'(1.95 MI) NORTHEASTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 NZ0416'JUNCTION OF MAIN STREET IN RIDDLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0481 ***********************************************************************
 NY0481  DESIGNATION -  D 5
 NY0481  PID         -  NY0481
 NY0481  STATE/COUNTY-  OR/KLAMATH
 NY0481  USGS QUAD   -  MODOC POINT (1985)
 NY0481
 NY0481                         *CURRENT SURVEY CONTROL
 NY0481  ___________________________________________________________________
 NY0481* NAD 83(1986)-  42 27 00.     (N)    121 52 09.     (W)     SCALED    
 NY0481* NAVD 88     -      1264.981  (meters)    4150.19   (feet)  ADJUSTED  
 NY0481  ___________________________________________________________________
 NY0481  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 NY0481  DYNAMIC HT  -        1264.226 (meters)    4147.71  (feet)  COMP
 NY0481  MODELED GRAV-     979,981.2   (mgal)                       NAVD 88
 NY0481
 NY0481  VERT ORDER  -  FIRST     CLASS II
 NY0481
 NY0481.The horizontal coordinates were scaled from a topographic map and have
 NY0481.an estimated accuracy of +/- 6 seconds.
 NY0481
 NY0481.The orthometric height was determined by differential leveling
 NY0481.and adjusted in June 1991.
 NY0481
 NY0481.The geoid height was determined by GEOID03.
 NY0481
 NY0481.The dynamic height is computed by dividing the NAVD 88
 NY0481.geopotential number by the normal gravity value computed on the
 NY0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0481.degrees latitude (g = 980.6199 gals.).
 NY0481
 NY0481.The modeled gravity was interpolated from observed gravity values.
 NY0481
 NY0481;                    North         East    Units  Estimated Accuracy
 NY0481;SPC OR S     -    87,940.    1,387,370.      MT  (+/- 180 meters Scaled)
 NY0481
 NY0481                          SUPERSEDED SURVEY CONTROL
 NY0481
 NY0481  NGVD 29 (??/??/92) 1263.833  (m)         4146.43   (f) ADJ UNCH    1 2
 NY0481
 NY0481.Superseded values are not recommended for survey control.
 NY0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0481.See file dsdata.txt to determine how the superseded data were derived.
 NY0481
 NY0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN929003(NAD 83)
 NY0481_MARKER: DB = BENCH MARK DISK
 NY0481_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NY0481_SP_SET: HEADWALL
 NY0481_STAMPING: D 5 1919 ELEV. 4146.284 FT.
 NY0481_MARK LOGO: CGS   
 NY0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0481+STABILITY: SURFACE MOTION
 NY0481_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NY0481+SATELLITE: SATELLITE OBSERVATIONS - May 19, 1999
 NY0481
 NY0481  HISTORY     - Date     Condition        Report By
 NY0481  HISTORY     - 1919     MONUMENTED       CGS
 NY0481  HISTORY     - 1954     GOOD             NGS
 NY0481  HISTORY     - 19880630 GOOD             NGS
 NY0481  HISTORY     - 19990519 GOOD             ORDT
 NY0481
 NY0481                          STATION DESCRIPTION
 NY0481
 NY0481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NY0481'9.5 MI S FROM CHILOQUIN.
 NY0481'9.5 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 NY0481'STATION AT CHILOQUIN, 0.25 MILE NORTH OF THE STATION AT MODOC POINT,
 NY0481'AT 3-FOOT CAST IRON PIPE CULVERT 447.25, IN THE TOP OF THE EAST
 NY0481'CONCRETE HEAD WALL, 14.8 FEET EAST OF THE EAST RAIL OF THE EAST TRACK,
 NY0481'1.1 FEET NORTH OF THE SOUTH END OF THE HEAD WALL, AND ABOUT 5 FEET
 NY0481'LOWER THAN THE TRACK.
 NY0481
 NY0481                          STATION RECOVERY (1988)
 NY0481
 NY0481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 NY0481'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  15.3 KM
 NY0481'(9.50 MI) SOUTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 NY0481'JUNCTION OF STATE HIGHWAY 422 IN CHILOQUIN.
 NY0481
 NY0481                          STATION RECOVERY (1999)
 NY0481
 NY0481'RECOVERY NOTE BY OREGON DEPARTMENT OF TRANSPORTATION 1999 (DRA)
 NY0481'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1444 ***********************************************************************
 SC1444  DESIGNATION -  D 5 USE 1912
 SC1444  PID         -  SC1444
 SC1444  STATE/COUNTY-  OR/COLUMBIA
 SC1444  USGS QUAD   -  RAINIER (1990)
 SC1444
 SC1444                         *CURRENT SURVEY CONTROL
 SC1444  ___________________________________________________________________
 SC1444* NAD 83(1991)-  46 03 50.26725(N)    122 53 38.57687(W)     ADJUSTED  
 SC1444* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 SC1444  ___________________________________________________________________
 SC1444  LAPLACE CORR-          -4.11  (seconds)                    DEFLEC99
 SC1444  GEOID HEIGHT-         -21.67  (meters)                     GEOID03
 SC1444  HORZ ORDER  -  THIRD
 SC1444
 SC1444.The horizontal coordinates were established by classical geodetic methods
 SC1444.and adjusted by the National Geodetic Survey in October 1991.
 SC1444
 SC1444.The orthometric height was scaled from a topographic map.
 SC1444
 SC1444.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1444
 SC1444.The geoid height was determined by GEOID03.
 SC1444
 SC1444;                    North         East     Units Scale Factor Converg.
 SC1444;SPC OR N     -   269,148.788 2,314,786.844   MT  1.00001690   -1 41 52.2
 SC1444;SPC OR N     -   883,034.08  7,594,445.03   iFT  1.00001690   -1 41 52.2
 SC1444;SPC WA S     -    84,020.198   314,799.510   MT  0.99995569   -1 44 20.5
 SC1444;SPC WA S     -   275,656.27  1,032,804.73   sFT  0.99995569   -1 44 20.5
 SC1444;UTM  10      - 5,101,159.730   508,194.562   MT  0.99960083   +0 04 34.7
 SC1444
 SC1444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1444!SPC OR N     -   1.00000308  x   1.00001690  =   1.00001998
 SC1444!SPC WA S     -   1.00000308  x   0.99995569  =   0.99995877
 SC1444!UTM  10      -   1.00000308  x   0.99960083  =   0.99960391
 SC1444
 SC1444:                Primary Azimuth Mark                     Grid Az
 SC1444:SPC OR N     -  D 8 USE 1912                             021 33 05.8
 SC1444:SPC WA S     -  D 8 USE 1912                             021 35 34.1
 SC1444:UTM  10      -  D 8 USE 1912                             019 46 38.9
 SC1444
 SC1444|---------------------------------------------------------------------|
 SC1444| PID    Reference Object                     Distance      Geod. Az  |
 SC1444|                                                           dddmmss.s |
 SC1444| SC1473 D 8 USE 1912                        APPROX. 1.7 KM 0195113.6 |
 SC1444|---------------------------------------------------------------------|
 SC1444
 SC1444                          SUPERSEDED SURVEY CONTROL
 SC1444
 SC1444  NAD 83(1986)-  46 03 50.28328(N)    122 53 38.57249(W) AD(       ) 3
 SC1444  NAD 27      -  46 03 50.87425(N)    122 53 34.18066(W) AD(       ) 3
 SC1444
 SC1444.Superseded values are not recommended for survey control.
 SC1444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1444.See file dsdata.txt to determine how the superseded data were derived.
 SC1444
 SC1444_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES0819501160(NAD 83)
 SC1444
 SC1444  HISTORY     - Date     Condition        Report By
 SC1444  HISTORY     - 1912     MONUMENTED       USE
 SC1444  HISTORY     - 1937     SEE DESCRIPTION  CGS
 SC1444  HISTORY     - 1951     SEE DESCRIPTION  CGS
 SC1444
 SC1444                          STATION DESCRIPTION
 SC1444
 SC1444'DESCRIBED BY US ENGINEERS 1912
 SC1444'STATION IS BETWEEN THE TRACKS OF THE SPOKANE, PORTLAND AND
 SC1444'SEATTLE RAILWAY AND THE TOP OF THE BANK OF THE COLUMBIA RIVER,
 SC1444'6.1 METERS FROM THE E RAIL, 1.52 METERS FROM THE TOP OF THE
 SC1444'RIP-RAPPED BANK OF THE RIVER, AND 38 METERS N OF THE N END OF
 SC1444'THE RAILROAD TRESTLE.  THE STATION IS MARKED BY AN IRON PIPE 3
 SC1444'FEET LONG SET IN A PIER OF CONCRETE WHICH IS ABOUT 1 FOOT SQUARE
 SC1444'AT THE SURFACE OF THE GROUND AND APPROXIMATELY 8 INCHES DEEP.
 SC1444'THE PIPE PROJECTS FROM 4 TO 8 INCHES ABOVE THE CEMENT.  THE TOP
 SC1444'OF THE PIER BEARS THE INSCRIPTION U.S.E. AND THE NAME OR AN
 SC1444'ABBREVIATION OF THE NAME OF THE STATION.  THERE IS NO
 SC1444'UNDERGROUND MARK.
 SC1444
 SC1444                          STATION RECOVERY (1937)
 SC1444
 SC1444'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (RWK)
 SC1444'STATION IS ABOUT 3/4 MILE NW OF PRESCOTT, BETWEEN THE RAILROAD
 SC1444'AND THE BANK OF THE RIVER, ABOUT 6 METERS FROM THE E RAIL AND
 SC1444'ABOUT 1-1/2 METERS FROM THE TOP OF THE RIPRAPPED BANK OF THE
 SC1444'RIVER AND ABOUT 38 METERS N OF THE N END OF A RAILROAD TRESTLE.
 SC1444'
 SC1444'STATION MARK IS A LENGTH OF 2-INCH PIPE PROJECTING ABOUT 4
 SC1444'INCHES ABOVE A CONCRETE BLOCK, THE TOP OF THE PIPE BURIED ABOUT
 SC1444'4 INCHES BELOW THE SURFACE OF GROUND.
 SC1444
 SC1444                          STATION RECOVERY (1951)
 SC1444
 SC1444'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HGC)
 SC1444'STATION FOUND IN GOOD CONDITION AS DESCRIBED EXCEPT THAT THE
 SC1444'RAILROAD TRESTLE HAS BEEN REPLACED BY A FILL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0445 ***********************************************************************
 NZ0445  DESIGNATION -  D 500
 NZ0445  PID         -  NZ0445
 NZ0445  STATE/COUNTY-  OR/DOUGLAS
 NZ0445  USGS QUAD   -  MILO (1986)
 NZ0445
 NZ0445                         *CURRENT SURVEY CONTROL
 NZ0445  ___________________________________________________________________
 NZ0445* NAD 83(1986)-  42 56 34.     (N)    123 06 18.     (W)     SCALED    
 NZ0445* NAVD 88     -       262.272  (meters)     860.47   (feet)  ADJUSTED  
 NZ0445  ___________________________________________________________________
 NZ0445  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 NZ0445  DYNAMIC HT  -         262.192 (meters)     860.21  (feet)  COMP
 NZ0445  MODELED GRAV-     980,310.2   (mgal)                       NAVD 88
 NZ0445
 NZ0445  VERT ORDER  -  SECOND    CLASS 0
 NZ0445
 NZ0445.The horizontal coordinates were scaled from a topographic map and have
 NZ0445.an estimated accuracy of +/- 6 seconds.
 NZ0445
 NZ0445.The orthometric height was determined by differential leveling
 NZ0445.and adjusted in June 1991.
 NZ0445
 NZ0445.The geoid height was determined by GEOID03.
 NZ0445
 NZ0445.The dynamic height is computed by dividing the NAVD 88
 NZ0445.geopotential number by the normal gravity value computed on the
 NZ0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0445.degrees latitude (g = 980.6199 gals.).
 NZ0445
 NZ0445.The modeled gravity was interpolated from observed gravity values.
 NZ0445
 NZ0445;                    North         East    Units  Estimated Accuracy
 NZ0445;SPC OR S     -   145,060.    1,287,440.      MT  (+/- 180 meters Scaled)
 NZ0445
 NZ0445                          SUPERSEDED SURVEY CONTROL
 NZ0445
 NZ0445  NGVD 29 (??/??/92)  261.239  (m)          857.08   (f) ADJ UNCH    2 0
 NZ0445
 NZ0445.Superseded values are not recommended for survey control.
 NZ0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0445.See file dsdata.txt to determine how the superseded data were derived.
 NZ0445
 NZ0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN914544(NAD 83)
 NZ0445_MARKER: DB = BENCH MARK DISK
 NZ0445_SETTING: 66 = SET IN ROCK OUTCROP
 NZ0445_SP_SET: ROCK CUT
 NZ0445_STAMPING: D 500 1949
 NZ0445_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NZ0445+STABILITY: POSITION/ELEVATION WELL
 NZ0445
 NZ0445  HISTORY     - Date     Condition        Report By
 NZ0445  HISTORY     - 1949     MONUMENTED       CGS
 NZ0445  HISTORY     - 1969     GOOD             NGS
 NZ0445
 NZ0445                          STATION DESCRIPTION
 NZ0445
 NZ0445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 NZ0445'3.1 MI W FROM MILO.
 NZ0445'5.8 MILES EAST ALONG STATE HIGHWAY 227 FROM THE DAYS CREEK POST
 NZ0445'OFFICE, 3.1 MILES WEST ALONG STATE HIGHWAY 227 FROM THE MILO POST
 NZ0445'OFFICE, 0.15 MILE SOUTHWEST OF MILE POST NO. 17, 350 FEET SOUTHWEST OF
 NZ0445'A CURVE AROUND THE TOE OF A ROCK CUT, 22 FEET SOUTHEAST OF THE CENTER
 NZ0445'LINE OF THE HIGHWAY, AND LEVEL WITH THE HIGHWAY CEMENTED IN A DRILL
 NZ0445'HOLE IN BEDROCK.  THE LETTERS B M WERE PAINTED ON THE SOUTHWEST FACE
 NZ0445'OF THE BEDROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0324 ***********************************************************************
 NZ0324  DESIGNATION -  D 501
 NZ0324  PID         -  NZ0324
 NZ0324  STATE/COUNTY-  OR/DOUGLAS
 NZ0324  USGS QUAD   -  RAGSDALE BUTTE (1989)
 NZ0324
 NZ0324                         *CURRENT SURVEY CONTROL
 NZ0324  ___________________________________________________________________
 NZ0324* NAD 83(1986)-  42 51 46.     (N)    122 47 54.     (W)     SCALED    
 NZ0324* NAVD 88     -      1339.469  (meters)    4394.57   (feet)  ADJUSTED  
 NZ0324  ___________________________________________________________________
 NZ0324  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 NZ0324  DYNAMIC HT  -        1338.985 (meters)    4392.99  (feet)  COMP
 NZ0324  MODELED GRAV-     980,208.6   (mgal)                       NAVD 88
 NZ0324
 NZ0324  VERT ORDER  -  SECOND    CLASS 0
 NZ0324
 NZ0324.The horizontal coordinates were scaled from a topographic map and have
 NZ0324.an estimated accuracy of +/- 6 seconds.
 NZ0324
 NZ0324.The orthometric height was determined by differential leveling
 NZ0324.and adjusted in June 1991.
 NZ0324
 NZ0324.The geoid height was determined by GEOID03.
 NZ0324
 NZ0324.The dynamic height is computed by dividing the NAVD 88
 NZ0324.geopotential number by the normal gravity value computed on the
 NZ0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0324.degrees latitude (g = 980.6199 gals.).
 NZ0324
 NZ0324.The modeled gravity was interpolated from observed gravity values.
 NZ0324
 NZ0324;                    North         East    Units  Estimated Accuracy
 NZ0324;SPC OR S     -   135,440.    1,312,220.      MT  (+/- 180 meters Scaled)
 NZ0324
 NZ0324                          SUPERSEDED SURVEY CONTROL
 NZ0324
 NZ0324  NGVD 29 (??/??/92) 1338.460  (m)         4391.26   (f) ADJ UNCH    2 0
 NZ0324
 NZ0324.Superseded values are not recommended for survey control.
 NZ0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0324.See file dsdata.txt to determine how the superseded data were derived.
 NZ0324
 NZ0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN164455(NAD 83)
 NZ0324_MARKER: DB = BENCH MARK DISK
 NZ0324_SETTING: 66 = SET IN ROCK OUTCROP
 NZ0324_SP_SET: BEDROCK
 NZ0324_STAMPING: D 501 1949
 NZ0324_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NZ0324+STABILITY: POSITION/ELEVATION WELL
 NZ0324
 NZ0324  HISTORY     - Date     Condition        Report By
 NZ0324  HISTORY     - 1949     MONUMENTED       CGS
 NZ0324  HISTORY     - 1969     GOOD             NGS
 NZ0324
 NZ0324                          STATION DESCRIPTION
 NZ0324
 NZ0324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 NZ0324'5.6 MI W FROM FAWN CAMP.
 NZ0324'5.6 MILES WEST ALONG THE DEVILS KNOB ROAD, FOREST SERVICE ROAD 301,
 NZ0324'FROM FAWN CAMP, 4.6 MILES EASTERLY ALONG THE DEVILS KNOB ROAD FROM THE
 NZ0324'ABANDONED SUMMIT GUARD STATION, 0.45 MILE NORTHWEST OF THE JUNCTION OF
 NZ0324'FOREST SERVICE ROADS 301 AND 300N, 0.2 MILE EAST OF THE JUNCTION OF
 NZ0324'FOREST SERVICE ROADS 301 AND 301A, 97 FEET SOUTH OF THE CENTER OF
 NZ0324'FOREST SERVICE ROAD 301, 76.5 FEET SOUTH OF THE SIGN, WOLF PRAIRIE,
 NZ0324'AND 3 FEET EAST OF A METAL WITNESS POST CEMENTED IN A DRILL HOLE IN
 NZ0324'BEDROCK THAT IS 5 BY 6 FEET AND PROJECTS 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0359 ***********************************************************************
 NZ0359  DESIGNATION -  D 502
 NZ0359  PID         -  NZ0359
 NZ0359  STATE/COUNTY-  OR/DOUGLAS
 NZ0359  USGS QUAD   -  ABBOTT BUTTE (1989)
 NZ0359
 NZ0359                         *CURRENT SURVEY CONTROL
 NZ0359  ___________________________________________________________________
 NZ0359* NAD 83(1986)-  42 54 46.     (N)    122 35 33.     (W)     SCALED    
 NZ0359* NAVD 88     -      1722.636  (meters)    5651.68   (feet)  ADJUSTED  
 NZ0359  ___________________________________________________________________
 NZ0359  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 NZ0359  DYNAMIC HT  -        1721.970 (meters)    5649.50  (feet)  COMP
 NZ0359  MODELED GRAV-     980,167.4   (mgal)                       NAVD 88
 NZ0359
 NZ0359  VERT ORDER  -  SECOND    CLASS 0
 NZ0359
 NZ0359.The horizontal coordinates were scaled from a topographic map and have
 NZ0359.an estimated accuracy of +/- 6 seconds.
 NZ0359
 NZ0359.The orthometric height was determined by differential leveling
 NZ0359.and adjusted in June 1991.
 NZ0359
 NZ0359.The geoid height was determined by GEOID03.
 NZ0359
 NZ0359.The dynamic height is computed by dividing the NAVD 88
 NZ0359.geopotential number by the normal gravity value computed on the
 NZ0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0359.degrees latitude (g = 980.6199 gals.).
 NZ0359
 NZ0359.The modeled gravity was interpolated from observed gravity values.
 NZ0359
 NZ0359;                    North         East    Units  Estimated Accuracy
 NZ0359;SPC OR S     -   140,560.    1,329,170.      MT  (+/- 180 meters Scaled)
 NZ0359
 NZ0359                          SUPERSEDED SURVEY CONTROL
 NZ0359
 NZ0359  NGVD 29 (??/??/92) 1721.605  (m)         5648.30   (f) ADJ UNCH    2 0
 NZ0359
 NZ0359.Superseded values are not recommended for survey control.
 NZ0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0359.See file dsdata.txt to determine how the superseded data were derived.
 NZ0359
 NZ0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN332512(NAD 83)
 NZ0359_MARKER: DB = BENCH MARK DISK
 NZ0359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ0359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NZ0359_STAMPING: D 502 1949
 NZ0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0359+STABILITY: SURFACE MOTION
 NZ0359
 NZ0359  HISTORY     - Date     Condition        Report By
 NZ0359  HISTORY     - 1949     MONUMENTED       CGS
 NZ0359  HISTORY     - 1967     GOOD             NGS
 NZ0359  HISTORY     - 19840831 GOOD             USPSQD
 NZ0359
 NZ0359                          STATION DESCRIPTION
 NZ0359
 NZ0359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 NZ0359'0.5 MI S FROM HUCKLEBERRY GAP.
 NZ0359'0.5 MILE SOUTH ALONG THE FAWN CAMP ROAD FROM HUCKLEBERRY GAP, 30 FEET
 NZ0359'NORTH OF THE CENTER OF THE ROAD, 5 FEET WEST OF THE CENTER OF A TRACK
 NZ0359'ROAD NORTH AND 0.5 FOOT EAST OF A METAL WITNESS POST SET IN A
 NZ0359'CYLINDRICAL CONCRETE MONUMENT THAT IS 12 INCHES IN DIAMETER AND
 NZ0359'PROJECTS 6 INCHES.
 NZ0359
 NZ0359                          STATION RECOVERY (1984)
 NZ0359
 NZ0359'RECOVERY NOTE BY US POWER SQUADRON 1984 (NHH)
 NZ0359'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0555 ***********************************************************************
 QD0555  DESIGNATION -  D 503
 QD0555  PID         -  QD0555
 QD0555  STATE/COUNTY-  OR/WASCO
 QD0555  USGS QUAD   -  HEHE BUTTE (1982)
 QD0555
 QD0555                         *CURRENT SURVEY CONTROL
 QD0555  ___________________________________________________________________
 QD0555* NAD 83(1986)-  44 59 09.     (N)    121 28 56.     (W)     SCALED    
 QD0555* NAVD 88     -       801.246  (meters)    2628.75   (feet)  ADJUSTED  
 QD0555  ___________________________________________________________________
 QD0555  GEOID HEIGHT-         -21.23  (meters)                     GEOID03
 QD0555  DYNAMIC HT  -         801.070 (meters)    2628.18  (feet)  COMP
 QD0555  MODELED GRAV-     980,370.2   (mgal)                       NAVD 88
 QD0555
 QD0555  VERT ORDER  -  SECOND    CLASS 0
 QD0555
 QD0555.The horizontal coordinates were scaled from a topographic map and have
 QD0555.an estimated accuracy of +/- 6 seconds.
 QD0555
 QD0555.The orthometric height was determined by differential leveling
 QD0555.and adjusted in June 1991.
 QD0555
 QD0555.The geoid height was determined by GEOID03.
 QD0555
 QD0555.The dynamic height is computed by dividing the NAVD 88
 QD0555.geopotential number by the normal gravity value computed on the
 QD0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0555.degrees latitude (g = 980.6199 gals.).
 QD0555
 QD0555.The modeled gravity was interpolated from observed gravity values.
 QD0555
 QD0555;                    North         East    Units  Estimated Accuracy
 QD0555;SPC OR N     -   147,060.    2,422,550.      MT  (+/- 180 meters Scaled)
 QD0555
 QD0555                          SUPERSEDED SURVEY CONTROL
 QD0555
 QD0555  NGVD 29 (??/??/92)  800.188  (m)         2625.28   (f) ADJ UNCH    2 0
 QD0555
 QD0555.Superseded values are not recommended for survey control.
 QD0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0555.See file dsdata.txt to determine how the superseded data were derived.
 QD0555
 QD0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ196824(NAD 83)
 QD0555_MARKER: DB = BENCH MARK DISK
 QD0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD0555_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QD0555_STAMPING: D 503 1949
 QD0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0555+STABILITY: SURFACE MOTION
 QD0555
 QD0555  HISTORY     - Date     Condition        Report By
 QD0555  HISTORY     - 1949     MONUMENTED       CGS
 QD0555  HISTORY     - 19960928 MARK NOT FOUND   USPSQD
 QD0555
 QD0555                          STATION DESCRIPTION
 QD0555
 QD0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 QD0555'17.0 MI S FROM BEAR SPRINGS R.S..
 QD0555'4.3 MILES WEST ALONG STATE HIGHWAY 50 FROM BEAR SPRINGS RANGER
 QD0555'STATION, THENCE 12.7 MILES SOUTH ALONG STATE HIGHWAY 52, 5.8 MILES
 QD0555'EAST OF SCHOOLIE PASTURE RANGER STATION, AT THE Y JUNCTION WITH BEAVER
 QD0555'CREEK ROAD, ON WARM SPRINGS INDIAN RESERVATION, 100 FEET SOUTH OF THE
 QD0555'CENTER LINE OF THE ROAD, 11 1/2 FEET NORTH OF A 20-INCH JACK PINE
 QD0555'TREE, 5.3 FEET SOUTH OF A WITNESS POST, ABOUT 3 FEET HIGHER THAN THE
 QD0555'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 QD0555'ABOVE THE GROUND.
 QD0555
 QD0555                          STATION RECOVERY (1996)
 QD0555
 QD0555'RECOVERY NOTE BY US POWER SQUADRON 1996
 QD0555'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1350 ***********************************************************************
 RC1350  DESIGNATION -  D 504
 RC1350  PID         -  RC1350
 RC1350  STATE/COUNTY-  OR/WASCO
 RC1350  USGS QUAD   -  MOUNT WILSON (1996)
 RC1350
 RC1350                         *CURRENT SURVEY CONTROL
 RC1350  ___________________________________________________________________
 RC1350* NAD 83(1986)-  45 01 49.     (N)    121 40 21.     (W)     SCALED    
 RC1350* NAVD 88     -      1149.051  (meters)    3769.84   (feet)  ADJUSTED  
 RC1350  ___________________________________________________________________
 RC1350  GEOID HEIGHT-         -20.97  (meters)                     GEOID03
 RC1350  DYNAMIC HT  -        1148.731 (meters)    3768.80  (feet)  COMP
 RC1350  MODELED GRAV-     980,297.8   (mgal)                       NAVD 88
 RC1350
 RC1350  VERT ORDER  -  SECOND    CLASS 0
 RC1350
 RC1350.The horizontal coordinates were scaled from a topographic map and have
 RC1350.an estimated accuracy of +/- 6 seconds.
 RC1350
 RC1350.The orthometric height was determined by differential leveling
 RC1350.and adjusted in June 1991.
 RC1350
 RC1350.The geoid height was determined by GEOID03.
 RC1350
 RC1350.The dynamic height is computed by dividing the NAVD 88
 RC1350.geopotential number by the normal gravity value computed on the
 RC1350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1350.degrees latitude (g = 980.6199 gals.).
 RC1350
 RC1350.The modeled gravity was interpolated from observed gravity values.
 RC1350
 RC1350;                    North         East    Units  Estimated Accuracy
 RC1350;SPC OR N     -   152,200.    2,407,610.      MT  (+/- 180 meters Scaled)
 RC1350
 RC1350                          SUPERSEDED SURVEY CONTROL
 RC1350
 RC1350  NGVD 29 (??/??/92) 1147.930  (m)         3766.17   (f) ADJ UNCH    2 0
 RC1350
 RC1350.Superseded values are not recommended for survey control.
 RC1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1350.See file dsdata.txt to determine how the superseded data were derived.
 RC1350
 RC1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ045871(NAD 83)
 RC1350_MARKER: DB = BENCH MARK DISK
 RC1350_SETTING: 66 = SET IN ROCK OUTCROP
 RC1350_SP_SET: BOULDER
 RC1350_STAMPING: D 504 1949
 RC1350_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RC1350+STABILITY: POSITION/ELEVATION WELL
 RC1350
 RC1350  HISTORY     - Date     Condition        Report By
 RC1350  HISTORY     - 1949     MONUMENTED       CGS
 RC1350  HISTORY     - 1983     MARK NOT FOUND   USGS
 RC1350
 RC1350                          STATION DESCRIPTION
 RC1350
 RC1350'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 RC1350'6.9 MI SE FROM CLACKAMAS R S.
 RC1350'6.9 MILES SOUTHEAST ALONG THE SCHOOLIE PASTURE RANGER STATION ROAD
 RC1350'FROM CLACKAMAS RANGER STATION, 6.9 MILES NORTHWEST OF SCHOOLIE PASTURE
 RC1350'RANGER STATION, ON WARM SPRINGS INDIAN RESERVATION, AT THE BOTTOM OF A
 RC1350'LOW RISE, IN THE TOP OF A LARGE BOULDER PROJECTING ABOUT 1/2 FOOT
 RC1350'ABOVE THE GROUND, 28 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 17
 RC1350'FEET EAST OF A TRIANGLE-BLAZED 12-INCH SPRUCE TREE SUPPORTING A
 RC1350'TELEPHONE LINE, AND ABOUT 2 FEET HIGHER THAN THE ROAD.
 RC1350
 RC1350                          STATION RECOVERY (1983)
 RC1350
 RC1350'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 RC1350'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0045 ***********************************************************************
 QC0045  DESIGNATION -  D 505
 QC0045  PID         -  QC0045
 QC0045  STATE/COUNTY-  OR/MALHEUR
 QC0045  USGS QUAD   -  CASTLE ROCK (1990)
 QC0045
 QC0045                         *CURRENT SURVEY CONTROL
 QC0045  ___________________________________________________________________
 QC0045* NAD 83(1986)-  44 04 08.     (N)    118 13 06.     (W)     SCALED    
 QC0045* NAVD 88     -      1252.708  (meters)    4109.93   (feet)  ADJUSTED  
 QC0045  ___________________________________________________________________
 QC0045  GEOID HEIGHT-         -17.76  (meters)                     GEOID03
 QC0045  DYNAMIC HT  -        1252.094 (meters)    4107.91  (feet)  COMP
 QC0045  MODELED GRAV-     980,086.3   (mgal)                       NAVD 88
 QC0045
 QC0045  VERT ORDER  -  SECOND    CLASS 0
 QC0045
 QC0045.The horizontal coordinates were scaled from a topographic map and have
 QC0045.an estimated accuracy of +/- 6 seconds.
 QC0045
 QC0045.The orthometric height was determined by differential leveling
 QC0045.and adjusted in June 1991.
 QC0045
 QC0045.The geoid height was determined by GEOID03.
 QC0045
 QC0045.The dynamic height is computed by dividing the NAVD 88
 QC0045.geopotential number by the normal gravity value computed on the
 QC0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0045.degrees latitude (g = 980.6199 gals.).
 QC0045
 QC0045.The modeled gravity was interpolated from observed gravity values.
 QC0045
 QC0045;                    North         East    Units  Estimated Accuracy
 QC0045;SPC OR S     -   269,350.    1,682,770.      MT  (+/- 180 meters Scaled)
 QC0045
 QC0045                          SUPERSEDED SURVEY CONTROL
 QC0045
 QC0045  NGVD 29 (??/??/92) 1251.483  (m)         4105.91   (f) ADJ UNCH    2 0
 QC0045
 QC0045.Superseded values are not recommended for survey control.
 QC0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0045.See file dsdata.txt to determine how the superseded data were derived.
 QC0045
 QC0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ024802(NAD 83)
 QC0045_MARKER: DB = BENCH MARK DISK
 QC0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QC0045_STAMPING: D 505 1951
 QC0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0045+STABILITY: SURFACE MOTION
 QC0045
 QC0045  HISTORY     - Date     Condition        Report By
 QC0045  HISTORY     - 1951     MONUMENTED       CGS
 QC0045
 QC0045                          STATION DESCRIPTION
 QC0045
 QC0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 QC0045'17.75 MI N FROM BEULAH.
 QC0045'17.75 MILES NORTH AND NORTHWEST ALONG THE ROAD LEADING TO IRONSIDE
 QC0045'FROM THE SCHOOL HOUSE IN BEULAH, AT A Y JUNCTION OF ROADS LEADING
 QC0045'NORTHWEST TO RANCH AND ROAD LEADING NORTHEAST TO IRONSIDE, 59 FEET
 QC0045'NORTH OF THE CENTER OF A WIRE GATE AND A ROAD SOUTHWEST AND NORTHEAST,
 QC0045'16 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD LEADING NORTHEAST,
 QC0045'10.8 FEET NORTHEAST OF A T IN FENCE LINE AT THE GATE, 2.5 FEET NORTH
 QC0045'OF THE WITNESS POST, AND ABOUT 2 FEET LOWER THAN THE ROAD LEADING
 QC0045'NORTHEAST, AND SET IN TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 QC0045'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0221 ***********************************************************************
 RB0221  DESIGNATION -  D 507
 RB0221  PID         -  RB0221
 RB0221  STATE/COUNTY-  OR/UNION
 RB0221  USGS QUAD   -  LA GRANDE (1994)
 RB0221
 RB0221                         *CURRENT SURVEY CONTROL
 RB0221  ___________________________________________________________________
 RB0221* NAD 83(1986)-  45 19 47.     (N)    118 06 20.     (W)     SCALED    
 RB0221* NAVD 88     -       863.179  (meters)    2831.95   (feet)  ADJUSTED  
 RB0221  ___________________________________________________________________
 RB0221  GEOID HEIGHT-         -17.77  (meters)                     GEOID03
 RB0221  DYNAMIC HT  -         862.984 (meters)    2831.31  (feet)  COMP
 RB0221  MODELED GRAV-     980,361.9   (mgal)                       NAVD 88
 RB0221
 RB0221  VERT ORDER  -  FIRST     CLASS II
 RB0221
 RB0221.The horizontal coordinates were scaled from a topographic map and have
 RB0221.an estimated accuracy of +/- 6 seconds.
 RB0221
 RB0221.The orthometric height was determined by differential leveling
 RB0221.and adjusted in June 1991.
 RB0221
 RB0221.The geoid height was determined by GEOID03.
 RB0221
 RB0221.The dynamic height is computed by dividing the NAVD 88
 RB0221.geopotential number by the normal gravity value computed on the
 RB0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0221.degrees latitude (g = 980.6199 gals.).
 RB0221
 RB0221.The modeled gravity was interpolated from observed gravity values.
 RB0221
 RB0221;                    North         East    Units  Estimated Accuracy
 RB0221;SPC OR N     -   187,580.    2,687,660.      MT  (+/- 180 meters Scaled)
 RB0221
 RB0221                          SUPERSEDED SURVEY CONTROL
 RB0221
 RB0221  NGVD 29 (??/??/92)  862.106  (m)         2828.43   (f) ADJ UNCH    1 2
 RB0221
 RB0221.Superseded values are not recommended for survey control.
 RB0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0221.See file dsdata.txt to determine how the superseded data were derived.
 RB0221
 RB0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML133201(NAD 83)
 RB0221_MARKER: DB = BENCH MARK DISK
 RB0221_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RB0221_SP_SET: BUILDING
 RB0221_STAMPING: D 507 1951
 RB0221_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RB0221
 RB0221  HISTORY     - Date     Condition        Report By
 RB0221  HISTORY     - 1951     MONUMENTED       CGS
 RB0221  HISTORY     - 19930719 MARK NOT FOUND   USGS-R
 RB0221
 RB0221                          STATION DESCRIPTION
 RB0221
 RB0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 RB0221'0.5 MI W FROM LAGRANDE.
 RB0221'AT LAGRANDE, 0.5 MILE WEST ALONG THE U.S. HIGHWAY 30 FROM THE POST
 RB0221'OFFICE AT LAGRANDE, AT THE GRANDE RONDE HOSPITAL, AND SET VERTICALLY
 RB0221'IN THE NORTH FACE OF THE NORTHEAST CORNER OF THE HOSPITAL, 0.3 FEET
 RB0221'EAST OF THE NORTHEAST CORNER, AND ABOUT 0.7 FOOT HIGHER THAN THE
 RB0221'GROUND.
 RB0221
 RB0221                          STATION RECOVERY (1993)
 RB0221
 RB0221'RECOVERY NOTE BY USGS ROCKY MOUNTAIN MAPPING CENTER 1993 (MAT)
 RB0221'HOSPITAL HAS BEEN REPLACED WITH APARTMENT BUILDING, MARK MOST LIKELY
 RB0221'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0166 ***********************************************************************
 RB0166  DESIGNATION -  D 508
 RB0166  PID         -  RB0166
 RB0166  STATE/COUNTY-  OR/UNION
 RB0166  USGS QUAD   -  KAMELA SE (1984)
 RB0166
 RB0166                         *CURRENT SURVEY CONTROL
 RB0166  ___________________________________________________________________
 RB0166* NAD 83(1986)-  45 16 48.     (N)    118 20 34.     (W)     SCALED    
 RB0166* NAVD 88     -       976.533  (meters)    3203.84   (feet)  ADJUSTED  
 RB0166  ___________________________________________________________________
 RB0166  GEOID HEIGHT-         -17.73  (meters)                     GEOID03
 RB0166  DYNAMIC HT  -         976.278 (meters)    3203.01  (feet)  COMP
 RB0166  MODELED GRAV-     980,323.2   (mgal)                       NAVD 88
 RB0166
 RB0166  VERT ORDER  -  SECOND    CLASS 0
 RB0166
 RB0166.The horizontal coordinates were scaled from a topographic map and have
 RB0166.an estimated accuracy of +/- 6 seconds.
 RB0166
 RB0166.The orthometric height was determined by differential leveling
 RB0166.and adjusted in June 1991.
 RB0166
 RB0166.The geoid height was determined by GEOID03.
 RB0166
 RB0166.The dynamic height is computed by dividing the NAVD 88
 RB0166.geopotential number by the normal gravity value computed on the
 RB0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0166.degrees latitude (g = 980.6199 gals.).
 RB0166
 RB0166.The modeled gravity was interpolated from observed gravity values.
 RB0166
 RB0166;                    North         East    Units  Estimated Accuracy
 RB0166;SPC OR N     -   181,540.    2,669,220.      MT  (+/- 180 meters Scaled)
 RB0166
 RB0166                          SUPERSEDED SURVEY CONTROL
 RB0166
 RB0166  NGVD 29 (??/??/92)  975.417  (m)         3200.18   (f) ADJ UNCH    2 0
 RB0166
 RB0166.Superseded values are not recommended for survey control.
 RB0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0166.See file dsdata.txt to determine how the superseded data were derived.
 RB0166
 RB0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL946149(NAD 83)
 RB0166_MARKER: DB = BENCH MARK DISK
 RB0166_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RB0166_SP_SET: BRIDGE
 RB0166_STAMPING: D 508 1951
 RB0166_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RB0166
 RB0166  HISTORY     - Date     Condition        Report By
 RB0166  HISTORY     - 1951     MONUMENTED       CGS
 RB0166
 RB0166                          STATION DESCRIPTION
 RB0166
 RB0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 RB0166'10.25 MI SW FROM HILGARD.
 RB0166'0.6 MILE EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT HILGARD,
 RB0166'THENCE 0.65 MILE WEST ALONG U. S. HIGHWAY 30, THENCE 9 MILES SOUTHWEST
 RB0166'ALONG THE STARKEY SECONDARY STATE HIGHWAY, AT THE MOUNT EMILY LO CO.
 RB0166'RAILROAD BRIDGE OVER THE GRANDE RONDE RIVER, 114 1/2 FEET SOUTHWEST OF
 RB0166'THE SOUTHEAST END OF THE RAILROAD BRIDGE, 39 1/2 FEET NORTH OF THE
 RB0166'CENTER LINE OF THE HIGHWAY, 16 FEET SOUTH OF THE SOUTH BANK OF THE
 RB0166'RIVER, 2.5 FEET EAST OF A WITNESS POST, AND ABOUT 2 FEET LOWER THAN
 RB0166'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0263 ***********************************************************************
 RB0263  DESIGNATION -  D 509
 RB0263  PID         -  RB0263
 RB0263  STATE/COUNTY-  OR/UMATILLA
 RB0263  USGS QUAD   -  LEHMAN SPRINGS (1995)
 RB0263
 RB0263                         *CURRENT SURVEY CONTROL
 RB0263  ___________________________________________________________________
 RB0263* NAD 83(1986)-  45 10 35.     (N)    118 37 34.     (W)     SCALED    
 RB0263* NAVD 88     -      1304.985  (meters)    4281.44   (feet)  ADJUSTED  
 RB0263  ___________________________________________________________________
 RB0263  GEOID HEIGHT-         -17.75  (meters)                     GEOID03
 RB0263  DYNAMIC HT  -        1304.536 (meters)    4279.97  (feet)  COMP
 RB0263  MODELED GRAV-     980,227.0   (mgal)                       NAVD 88
 RB0263
 RB0263  VERT ORDER  -  SECOND    CLASS 0
 RB0263
 RB0263.The horizontal coordinates were scaled from a topographic map and have
 RB0263.an estimated accuracy of +/- 6 seconds.
 RB0263
 RB0263.The orthometric height was determined by differential leveling
 RB0263.and adjusted in June 1991.
 RB0263
 RB0263.The geoid height was determined by GEOID03.
 RB0263
 RB0263.The dynamic height is computed by dividing the NAVD 88
 RB0263.geopotential number by the normal gravity value computed on the
 RB0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0263.degrees latitude (g = 980.6199 gals.).
 RB0263
 RB0263.The modeled gravity was interpolated from observed gravity values.
 RB0263
 RB0263;                    North         East    Units  Estimated Accuracy
 RB0263;SPC OR N     -   169,470.    2,647,270.      MT  (+/- 180 meters Scaled)
 RB0263
 RB0263                          SUPERSEDED SURVEY CONTROL
 RB0263
 RB0263  NGVD 29 (??/??/92) 1303.772  (m)         4277.46   (f) ADJ UNCH    2 0
 RB0263
 RB0263.Superseded values are not recommended for survey control.
 RB0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0263.See file dsdata.txt to determine how the superseded data were derived.
 RB0263
 RB0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL722038(NAD 83)
 RB0263_MARKER: DB = BENCH MARK DISK
 RB0263_SETTING: 66 = SET IN ROCK OUTCROP
 RB0263_SP_SET: OUTCROP
 RB0263_STAMPING: D 509 1951
 RB0263_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RB0263+STABILITY: POSITION/ELEVATION WELL
 RB0263
 RB0263  HISTORY     - Date     Condition        Report By
 RB0263  HISTORY     - 1951     MONUMENTED       CGS
 RB0263
 RB0263                          STATION DESCRIPTION
 RB0263
 RB0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 RB0263'19.25 MI E FROM UKIAH.
 RB0263'19.25 MILES EAST ALONG THE HILGARD ROAD FROM THE POST OFFICE AT UKIAH,
 RB0263'AND ABOUT 57 YARDS NORTH OF A POINT WHERE DRY CAMAS CREEK RUNS INTO
 RB0263'CAMAS CREEK, 96.4 FEET WEST OF THE MOUNT EMILY LO. CO. RAILROAD
 RB0263'CROSSING, 57 FEET NORTHWEST OF THE NORTH END OF THE WEST ONE OF TWO 36
 RB0263'INCH CORRUGATED METAL PIPE CULVERT, 46 1/2 FEET NORTH OF THE CENTER
 RB0263'LINE OF THE ROAD, AND ABOUT 2 FEET HIGHER THAN THE ROAD, AND SET IN
 RB0263'THE TOP OF A LARGE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0983 ***********************************************************************
 RD0983  DESIGNATION -  D 51
 RD0983  PID         -  RD0983
 RD0983  STATE/COUNTY-  OR/POLK
 RD0983  USGS QUAD   -  GRAND RONDE (1979)
 RD0983
 RD0983                         *CURRENT SURVEY CONTROL
 RD0983  ___________________________________________________________________
 RD0983* NAD 83(1986)-  45 03 05.     (N)    123 32 29.     (W)     SCALED    
 RD0983* NAVD 88     -        83.996  (meters)     275.58   (feet)  ADJUSTED  
 RD0983  ___________________________________________________________________
 RD0983  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 RD0983  DYNAMIC HT  -          83.998 (meters)     275.58  (feet)  COMP
 RD0983  MODELED GRAV-     980,642.5   (mgal)                       NAVD 88
 RD0983
 RD0983  VERT ORDER  -  FIRST     CLASS II
 RD0983
 RD0983.The horizontal coordinates were scaled from a topographic map and have
 RD0983.an estimated accuracy of +/- 6 seconds.
 RD0983
 RD0983.The orthometric height was determined by differential leveling
 RD0983.and adjusted in June 1991.
 RD0983
 RD0983.The geoid height was determined by GEOID03.
 RD0983
 RD0983.The dynamic height is computed by dividing the NAVD 88
 RD0983.geopotential number by the normal gravity value computed on the
 RD0983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0983.degrees latitude (g = 980.6199 gals.).
 RD0983
 RD0983.The modeled gravity was interpolated from observed gravity values.
 RD0983
 RD0983;                    North         East    Units  Estimated Accuracy
 RD0983;SPC OR N     -   158,380.    2,260,490.      MT  (+/- 180 meters Scaled)
 RD0983
 RD0983                          SUPERSEDED SURVEY CONTROL
 RD0983
 RD0983  NGVD 29 (??/??/92)   82.945  (m)          272.13   (f) ADJ UNCH    1 2
 RD0983
 RD0983.Superseded values are not recommended for survey control.
 RD0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0983.See file dsdata.txt to determine how the superseded data were derived.
 RD0983
 RD0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ573888(NAD 83)
 RD0983_MARKER: DB = BENCH MARK DISK
 RD0983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0983_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0983_STAMPING: D 51 1930
 RD0983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0983+STABILITY: SURFACE MOTION
 RD0983
 RD0983  HISTORY     - Date     Condition        Report By
 RD0983  HISTORY     - 1930     MONUMENTED       CGS
 RD0983
 RD0983                          STATION DESCRIPTION
 RD0983
 RD0983'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 RD0983'4.7 MI E FROM GRAND RONDE.
 RD0983'8 METERS NORTH OF CENTERLINE OF HEBO-MCMINVILLE HIGHWAY, ACROSS ROAD
 RD0983'FROM MILEPOST 27, ABOUT 200 METERS WEST OF A CHURCH, 8 METERS SOUTH OF
 RD0983'SOUTHWEST CORNER OF A LARGE BARN.  IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0349 ***********************************************************************
 RB0349  DESIGNATION -  D 513
 RB0349  PID         -  RB0349
 RB0349  STATE/COUNTY-  OR/UMATILLA
 RB0349  USGS QUAD   -  MISSION (1974)
 RB0349
 RB0349                         *CURRENT SURVEY CONTROL
 RB0349  ___________________________________________________________________
 RB0349* NAD 83(1986)-  45 40 06.     (N)    118 43 13.     (W)     SCALED    
 RB0349* NAVD 88     -       363.220  (meters)    1191.66   (feet)  ADJUSTED  
 RB0349  ___________________________________________________________________
 RB0349  GEOID HEIGHT-         -20.66  (meters)                     GEOID03
 RB0349  DYNAMIC HT  -         363.184 (meters)    1191.55  (feet)  COMP
 RB0349  MODELED GRAV-     980,508.3   (mgal)                       NAVD 88
 RB0349
 RB0349  VERT ORDER  -  FIRST     CLASS II
 RB0349
 RB0349.The horizontal coordinates were scaled from a topographic map and have
 RB0349.an estimated accuracy of +/- 6 seconds.
 RB0349
 RB0349.The orthometric height was determined by differential leveling
 RB0349.and adjusted in June 1991.
 RB0349
 RB0349.The geoid height was determined by GEOID03.
 RB0349
 RB0349.The dynamic height is computed by dividing the NAVD 88
 RB0349.geopotential number by the normal gravity value computed on the
 RB0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0349.degrees latitude (g = 980.6199 gals.).
 RB0349
 RB0349.The modeled gravity was interpolated from observed gravity values.
 RB0349
 RB0349;                    North         East    Units  Estimated Accuracy
 RB0349;SPC OR N     -   223,960.    2,638,660.      MT  (+/- 180 meters Scaled)
 RB0349
 RB0349                          SUPERSEDED SURVEY CONTROL
 RB0349
 RB0349  NGVD 29 (??/??/92)  362.199  (m)         1188.31   (f) ADJ UNCH    1 2
 RB0349
 RB0349.Superseded values are not recommended for survey control.
 RB0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0349.See file dsdata.txt to determine how the superseded data were derived.
 RB0349
 RB0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL660586(NAD 83)
 RB0349_MARKER: DB = BENCH MARK DISK
 RB0349_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RB0349_SP_SET: IRON PIPE
 RB0349_STAMPING: D 513 1951
 RB0349_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RB0349
 RB0349  HISTORY     - Date     Condition        Report By
 RB0349  HISTORY     - 1951     MONUMENTED       CGS
 RB0349
 RB0349                          STATION DESCRIPTION
 RB0349
 RB0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 RB0349'3.6 MI E FROM PENDLETON.
 RB0349'3.2 MILES EAST ALONG THE UNION PACIFIC RAILROAD TRACK FROM THE STATION
 RB0349'AT PENDLETON TO (C AND GS BM S 506), THENCE 0.25 MILE EAST ON HIGHWAY
 RB0349'30 TO A T JUNCTION WITH A GRAVEL ROAD LEADING SOUTH TO PENDLETON
 RB0349'AIRWAYS AIRPORT, THENCE 0.15 MILE SOUTH ALONG A GRAVEL ROAD LEADING
 RB0349'SOUTH TO THE ENTRANCE TO THE AIRPORT, AT THE ENTRANCE TO THE PENDLETON
 RB0349'AIRWAYS AIRPORT AND AT THE TOP OF THE GRADE NEAR THE CATTLE GUARD, 38
 RB0349'FEET NORTHWEST OF THE CENTER LINE OF THE GRAVEL ROAD AT THE NORTH EDGE
 RB0349'OF THE CATTLE GUARD, 9.8 FEET NORTH OF THE FENCE LINE LEADING TO THE
 RB0349'CATTLE GUARD, 4 FEET SOUTHEAST OF A TELEPHONE POLE WITH A GUY WIRE,
 RB0349'1.7 FEET SOUTH OF THE WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN THE
 RB0349'ROAD, A BRONZE DISK BRAZED ON THE TOP OF A 3 1/2 INCH IRON PIPE WITH
 RB0349'CONCRETE AT THE BOTTOM, PROJECTING 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0041 ***********************************************************************
 RB0041  DESIGNATION -  D 515
 RB0041  PID         -  RB0041
 RB0041  STATE/COUNTY-  OR/UMATILLA
 RB0041  USGS QUAD   -  BLALOCK MOUNTAIN (1995)
 RB0041
 RB0041                         *CURRENT SURVEY CONTROL
 RB0041  ___________________________________________________________________
 RB0041* NAD 83(1986)-  45 47 23.     (N)    118 13 12.     (W)     SCALED    
 RB0041* NAVD 88     -      1220.792  (meters)    4005.22   (feet)  ADJUSTED  
 RB0041  ___________________________________________________________________
 RB0041  GEOID HEIGHT-         -19.25  (meters)                     GEOID03
 RB0041  DYNAMIC HT  -        1220.525 (meters)    4004.34  (feet)  COMP
 RB0041  MODELED GRAV-     980,354.0   (mgal)                       NAVD 88
 RB0041
 RB0041  VERT ORDER  -  SECOND    CLASS 0
 RB0041
 RB0041.The horizontal coordinates were scaled from a topographic map and have
 RB0041.an estimated accuracy of +/- 6 seconds.
 RB0041
 RB0041.The orthometric height was determined by differential leveling
 RB0041.and adjusted in June 1991.
 RB0041
 RB0041.The geoid height was determined by GEOID03.
 RB0041
 RB0041.The dynamic height is computed by dividing the NAVD 88
 RB0041.geopotential number by the normal gravity value computed on the
 RB0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0041.degrees latitude (g = 980.6199 gals.).
 RB0041
 RB0041.The modeled gravity was interpolated from observed gravity values.
 RB0041
 RB0041;                    North         East    Units  Estimated Accuracy
 RB0041;SPC OR N     -   238,420.    2,677,250.      MT  (+/- 180 meters Scaled)
 RB0041
 RB0041                          SUPERSEDED SURVEY CONTROL
 RB0041
 RB0041  NGVD 29 (??/??/92) 1219.627  (m)         4001.39   (f) ADJ UNCH    2 0
 RB0041
 RB0041.Superseded values are not recommended for survey control.
 RB0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0041.See file dsdata.txt to determine how the superseded data were derived.
 RB0041
 RB0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML051714(NAD 83)
 RB0041_MARKER: DB = BENCH MARK DISK
 RB0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0041_STAMPING: D 515 1952
 RB0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0041+STABILITY: SURFACE MOTION
 RB0041
 RB0041  HISTORY     - Date     Condition        Report By
 RB0041  HISTORY     - 1952     MONUMENTED       CGS
 RB0041
 RB0041                          STATION DESCRIPTION
 RB0041
 RB0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 RB0041'7.8 MI W FROM TOLL GATE.
 RB0041'7.8 MILES WEST ALONG STATE HIGHWAY 204 FROM THE POST OFFICE AT TOLL
 RB0041'GATE, AT THE INTERSECTION OF TWO GRAVEL DRIVEWAYS, AT A POINT WHERE A
 RB0041'POWER LINE CROSSES THE HIGHWAY, 30.1 FEET SOUTHEAST OF THE CENTER LINE
 RB0041'OF THE HIGHWAY, 29 FEET NORTHEAST OF A POWER LINE POLE WITH A
 RB0041'TRANSFORMER, 12 1/2 FEET NORTHEAST OF THE CENTER OF A LARGE DOUBLE
 RB0041'WOODEN GATE, 1.2 FEET SOUTHEAST OF A FENCE, 1.9 FEET WEST OF A WITNESS
 RB0041'POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 RB0041'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0040 ***********************************************************************
 RD0040  DESIGNATION -  D 516
 RD0040  PID         -  RD0040
 RD0040  STATE/COUNTY-  OR/MULTNOMAH
 RD0040  USGS QUAD   -  BRIDAL VEIL (1994)
 RD0040
 RD0040                         *CURRENT SURVEY CONTROL
 RD0040  ___________________________________________________________________
 RD0040* NAD 83(1986)-  45 33 58.     (N)    122 09 56.     (W)     SCALED    
 RD0040* NAVD 88     -        14.296  (meters)      46.90   (feet)  ADJUSTED  
 RD0040  ___________________________________________________________________
 RD0040  GEOID HEIGHT-         -22.19  (meters)                     GEOID03
 RD0040  DYNAMIC HT  -          14.295 (meters)      46.90  (feet)  COMP
 RD0040  MODELED GRAV-     980,591.4   (mgal)                       NAVD 88
 RD0040
 RD0040  VERT ORDER  -  SECOND    CLASS 0
 RD0040
 RD0040.The horizontal coordinates were scaled from a topographic map and have
 RD0040.an estimated accuracy of +/- 6 seconds.
 RD0040
 RD0040.The orthometric height was determined by differential leveling
 RD0040.and adjusted in June 1991.
 RD0040
 RD0040.The geoid height was determined by GEOID03.
 RD0040
 RD0040.The dynamic height is computed by dividing the NAVD 88
 RD0040.geopotential number by the normal gravity value computed on the
 RD0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0040.degrees latitude (g = 980.6199 gals.).
 RD0040
 RD0040.The modeled gravity was interpolated from observed gravity values.
 RD0040
 RD0040;                    North         East    Units  Estimated Accuracy
 RD0040;SPC OR N     -   212,410.    2,370,000.      MT  (+/- 180 meters Scaled)
 RD0040
 RD0040                          SUPERSEDED SURVEY CONTROL
 RD0040
 RD0040  NGVD 29 (??/??/92)   13.280  (m)           43.57   (f) ADJ UNCH    2 0
 RD0040
 RD0040.Superseded values are not recommended for survey control.
 RD0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0040.See file dsdata.txt to determine how the superseded data were derived.
 RD0040
 RD0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER651461(NAD 83)
 RD0040_MARKER: DB = BENCH MARK DISK
 RD0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0040_STAMPING: D 516 1957
 RD0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0040+STABILITY: SURFACE MOTION
 RD0040
 RD0040  HISTORY     - Date     Condition        Report By
 RD0040  HISTORY     - 1957     MONUMENTED       CGS
 RD0040  HISTORY     - 1984     MARK NOT FOUND   USGS
 RD0040  HISTORY     - 1987     MARK NOT FOUND   NGS
 RD0040
 RD0040                          STATION DESCRIPTION
 RD0040
 RD0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 RD0040'0.9 MI NE FROM BRIDAL VEIL.
 RD0040'0.9 MILE NORTHEAST ALONG U.S. HIGHWAY 30 FROM THE UNION PACIFIC
 RD0040'RAILROAD STATION AT BRIDAL VEIL, IN T 1 N - R 5 E, AT HIGHWAY MILEPOST
 RD0040'27, 4.0 FEET SOUTHEAST OF THE MILEPOST, 56.9 FEET NORTHWEST OF THE
 RD0040'NORTHWEST RAIL OF THE UNION PACIFIC RAILROAD TRACK, 37.4 FEET
 RD0040'NORTHWEST OF A TELEGRAPH POLE, 29.6 FEET SOUTHEAST OF THE CENTER LINE
 RD0040'OF THE SOUTH LANES OF THE HIGHWAY, 2.4 FEET NORTHEAST OF A WITNESS
 RD0040'POST, ABOUT 1 FOOT LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 RD0040'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 RD0040
 RD0040                          STATION RECOVERY (1984)
 RD0040
 RD0040'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 RD0040'MARK NOT FOUND.
 RD0040
 RD0040                          STATION RECOVERY (1987)
 RD0040
 RD0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD0040'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0907 ***********************************************************************
 RB0907  DESIGNATION -  D 517
 RB0907  PID         -  RB0907
 RB0907  STATE/COUNTY-  OR/MORROW
 RB0907  USGS QUAD   -  BOARDMAN (1993)
 RB0907
 RB0907                         *CURRENT SURVEY CONTROL
 RB0907  ___________________________________________________________________
 RB0907* NAD 83(1986)-  45 50 06.     (N)    119 37 41.     (W)     SCALED    
 RB0907* NAVD 88     -       114.718  (meters)     376.37   (feet)  ADJUSTED  
 RB0907  ___________________________________________________________________
 RB0907  GEOID HEIGHT-         -21.88  (meters)                     GEOID03
 RB0907  DYNAMIC HT  -         114.717 (meters)     376.37  (feet)  COMP
 RB0907  MODELED GRAV-     980,611.0   (mgal)                       NAVD 88
 RB0907
 RB0907  VERT ORDER  -  SECOND    CLASS 0
 RB0907
 RB0907.The horizontal coordinates were scaled from a topographic map and have
 RB0907.an estimated accuracy of +/- 6 seconds.
 RB0907
 RB0907.The orthometric height was determined by differential leveling
 RB0907.and adjusted in June 1991.
 RB0907
 RB0907.The geoid height was determined by GEOID03.
 RB0907
 RB0907.The dynamic height is computed by dividing the NAVD 88
 RB0907.geopotential number by the normal gravity value computed on the
 RB0907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0907.degrees latitude (g = 980.6199 gals.).
 RB0907
 RB0907.The modeled gravity was interpolated from observed gravity values.
 RB0907
 RB0907;                    North         East    Units  Estimated Accuracy
 RB0907;SPC OR N     -   241,320.    2,567,740.      MT  (+/- 180 meters Scaled)
 RB0907
 RB0907                          SUPERSEDED SURVEY CONTROL
 RB0907
 RB0907  NGVD 29 (??/??/92)  113.703  (m)          373.04   (f) ADJ UNCH    2 0
 RB0907
 RB0907.Superseded values are not recommended for survey control.
 RB0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0907.See file dsdata.txt to determine how the superseded data were derived.
 RB0907
 RB0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKL959790(NAD 83)
 RB0907_MARKER: DB = BENCH MARK DISK
 RB0907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0907_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0907_STAMPING: D 517 1959
 RB0907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0907+STABILITY: SURFACE MOTION
 RB0907
 RB0907  HISTORY     - Date     Condition        Report By
 RB0907  HISTORY     - 1959     MONUMENTED       CGS
 RB0907  HISTORY     - 1963     GOOD             NGS
 RB0907
 RB0907                          STATION DESCRIPTION
 RB0907
 RB0907'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RB0907'3.2 MI SE FROM MESSNER.
 RB0907'0.2 MILE WEST ALONG SAM BOARDMAN AVENUE FROM THE SECTION FOREMANS
 RB0907'HOUSE AT MESSNER, THENCE 0.45 MILE SOUTH ALONG A GRAVEL ROAD, THENCE
 RB0907'2.55 MILES EAST ALONG U.S. HIGHWAY 30, AT THE SOUTHEAST CORNER OF A
 RB0907'CYCLONE FENCE AROUND THE UMATILLA ELECTRIC CO-OP BOARDMAN SUBSTATION,
 RB0907'55 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 27 FEET SOUTH OF THE
 RB0907'SOUTH END OF A ENTRANCE GATE TO THE SUBSTATION, 2.7 FEET
 RB0907'NORTH-NORTHEAST OF THE SOUTHEAST CORNER OF THE SUBSTATION, 1.0 FOOT
 RB0907'EAST OF A FENCE, 1.6 FEET WEST OF A WITNESS POST, ABOUT 2 FEET LOWER
 RB0907'THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 RB0907'FOOT ABOVE THE GROUND.
 RB0907
 RB0907                          STATION RECOVERY (1963)
 RB0907
 RB0907'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 RB0907'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0971 ***********************************************************************
 RB0971  DESIGNATION -  D 517 X
 RB0971  PID         -  RB0971
 RB0971  STATE/COUNTY-  OR/MORROW
 RB0971  USGS QUAD   -  CECIL (1968)
 RB0971
 RB0971                         *CURRENT SURVEY CONTROL
 RB0971  ___________________________________________________________________
 RB0971* NAD 83(1986)-  45 31 29.     (N)    119 55 01.     (W)     SCALED    
 RB0971* NAVD 88     -       275.865  (meters)     905.07   (feet)  ADJUSTED  
 RB0971  ___________________________________________________________________
 RB0971  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 RB0971  DYNAMIC HT  -         275.846 (meters)     905.00  (feet)  COMP
 RB0971  MODELED GRAV-     980,539.0   (mgal)                       NAVD 88
 RB0971
 RB0971  VERT ORDER  -  SECOND    CLASS 0
 RB0971
 RB0971.The horizontal coordinates were scaled from a topographic map and have
 RB0971.an estimated accuracy of +/- 6 seconds.
 RB0971
 RB0971.The orthometric height was determined by differential leveling
 RB0971.and adjusted in June 1991.
 RB0971
 RB0971.The geoid height was determined by GEOID03.
 RB0971
 RB0971.The dynamic height is computed by dividing the NAVD 88
 RB0971.geopotential number by the normal gravity value computed on the
 RB0971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0971.degrees latitude (g = 980.6199 gals.).
 RB0971
 RB0971.The modeled gravity was interpolated from observed gravity values.
 RB0971
 RB0971;                    North         East    Units  Estimated Accuracy
 RB0971;SPC OR N     -   206,640.    2,545,550.      MT  (+/- 180 meters Scaled)
 RB0971
 RB0971                          SUPERSEDED SURVEY CONTROL
 RB0971
 RB0971  NGVD 29 (??/??/92)  274.838  (m)          901.70   (f) ADJ UNCH    2 0
 RB0971
 RB0971.Superseded values are not recommended for survey control.
 RB0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0971.See file dsdata.txt to determine how the superseded data were derived.
 RB0971
 RB0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKL722453(NAD 83)
 RB0971_MARKER: DB = BENCH MARK DISK
 RB0971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0971_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0971_STAMPING: D 517 X 1959
 RB0971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0971+STABILITY: SURFACE MOTION
 RB0971
 RB0971  HISTORY     - Date     Condition        Report By
 RB0971  HISTORY     - 1959     MONUMENTED       CGS
 RB0971
 RB0971                          STATION DESCRIPTION
 RB0971
 RB0971'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RB0971'3.35 MI SE FROM MORGAN.
 RB0971'3.35 MILES SOUTHEAST ALONG STATE HIGHWAY 74 FROM THE MORROW COUNTY
 RB0971'GRAIN GROWERS ELEVATOR AT MORGAN, 0.15 MILE SOUTHEAST OF HIGHWAY
 RB0971'MILEPOST 24, 0.05 MILE SOUTHEAST OF A WHITE FRAME HOUSE ON THE
 RB0971'SOUTHWEST SIDE OF THE HIGHWAY, 33 FEET EAST-SOUTHEAST OF THE CENTER OF
 RB0971'THE T JUNCTION OF A GRAVEL ROAD SOUTHWEST, 22 FEET EAST-NORTHEAST OF
 RB0971'THE CENTER LINE OF THE HIGHWAY, 18 FEET SOUTH OF THE SOUTHEAST END OF
 RB0971'A GATE, 4.5 FEET WEST-SOUTHWEST OF A FENCE, 1.7 FEET EAST OF A WITNESS
 RB0971'POST, 1 FOOT NORTH-NORTHWEST OF POWER POLE 598, ABOUT 1 FOOT HIGHER
 RB0971'THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 RB0971'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0934 ***********************************************************************
 RB0934  DESIGNATION -  D 518
 RB0934  PID         -  RB0934
 RB0934  STATE/COUNTY-  OR/MORROW
 RB0934  USGS QUAD   -  STRAWBERRY CANYON SE (1968)
 RB0934
 RB0934                         *CURRENT SURVEY CONTROL
 RB0934  ___________________________________________________________________
 RB0934* NAD 83(1986)-  45 33 24.     (N)    119 36 03.     (W)     SCALED    
 RB0934* NAVD 88     -       360.581  (meters)    1183.01   (feet)  ADJUSTED  
 RB0934  ___________________________________________________________________
 RB0934  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 RB0934  DYNAMIC HT  -         360.547 (meters)    1182.89  (feet)  COMP
 RB0934  MODELED GRAV-     980,512.1   (mgal)                       NAVD 88
 RB0934
 RB0934  VERT ORDER  -  SECOND    CLASS 0
 RB0934
 RB0934.The horizontal coordinates were scaled from a topographic map and have
 RB0934.an estimated accuracy of +/- 6 seconds.
 RB0934
 RB0934.The orthometric height was determined by differential leveling
 RB0934.and adjusted in June 1991.
 RB0934
 RB0934.The geoid height was determined by GEOID03.
 RB0934
 RB0934.The dynamic height is computed by dividing the NAVD 88
 RB0934.geopotential number by the normal gravity value computed on the
 RB0934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0934.degrees latitude (g = 980.6199 gals.).
 RB0934
 RB0934.The modeled gravity was interpolated from observed gravity values.
 RB0934
 RB0934;                    North         East    Units  Estimated Accuracy
 RB0934;SPC OR N     -   210,410.    2,570,200.      MT  (+/- 180 meters Scaled)
 RB0934
 RB0934                          SUPERSEDED SURVEY CONTROL
 RB0934
 RB0934  NGVD 29 (??/??/92)  359.543  (m)         1179.60   (f) ADJ UNCH    2 0
 RB0934
 RB0934.Superseded values are not recommended for survey control.
 RB0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0934.See file dsdata.txt to determine how the superseded data were derived.
 RB0934
 RB0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKL970480(NAD 83)
 RB0934_MARKER: DB = BENCH MARK DISK
 RB0934_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RB0934_SP_SET: BRIDGE
 RB0934_STAMPING: D 518 1959
 RB0934_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RB0934
 RB0934  HISTORY     - Date     Condition        Report By
 RB0934  HISTORY     - 1959     MONUMENTED       CGS
 RB0934
 RB0934                          STATION DESCRIPTION
 RB0934
 RB0934'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RB0934'10.1 MI NE FROM LEXINGTON.
 RB0934'10.1 MILES NORTHEAST ALONG STATE HIGHWAY 207 FROM THE PUBLIC SCHOOL AT
 RB0934'LEXINGTON, AT THE Y JUNCTION OF A GRAVEL ROAD LEADING NORTH TO
 RB0934'BOARDMAN, IN TOP OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE WING
 RB0934'WALL OF A CONCRETE BRIDGE OVER A SMALL DRY CREEK, 17 FEET SOUTHEAST OF
 RB0934'THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT LOWER THAN THE
 RB0934'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0955 ***********************************************************************
 RB0955  DESIGNATION -  D 519
 RB0955  PID         -  RB0955
 RB0955  STATE/COUNTY-  OR/MORROW
 RB0955  USGS QUAD   -  STRAWBERRY CANYON SW (1968)
 RB0955
 RB0955                         *CURRENT SURVEY CONTROL
 RB0955  ___________________________________________________________________
 RB0955* NAD 83(1986)-  45 35 45.     (N)    119 42 58.     (W)     SCALED    
 RB0955* NAVD 88     -       353.471  (meters)    1159.68   (feet)  ADJUSTED  
 RB0955  ___________________________________________________________________
 RB0955  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 RB0955  DYNAMIC HT  -         353.443 (meters)    1159.59  (feet)  COMP
 RB0955  MODELED GRAV-     980,526.1   (mgal)                       NAVD 88
 RB0955
 RB0955  VERT ORDER  -  SECOND    CLASS 0
 RB0955
 RB0955.The horizontal coordinates were scaled from a topographic map and have
 RB0955.an estimated accuracy of +/- 6 seconds.
 RB0955
 RB0955.The orthometric height was determined by differential leveling
 RB0955.and adjusted in June 1991.
 RB0955
 RB0955.The geoid height was determined by GEOID03.
 RB0955
 RB0955.The dynamic height is computed by dividing the NAVD 88
 RB0955.geopotential number by the normal gravity value computed on the
 RB0955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0955.degrees latitude (g = 980.6199 gals.).
 RB0955
 RB0955.The modeled gravity was interpolated from observed gravity values.
 RB0955
 RB0955;                    North         East    Units  Estimated Accuracy
 RB0955;SPC OR N     -   214,670.    2,561,160.      MT  (+/- 180 meters Scaled)
 RB0955
 RB0955                          SUPERSEDED SURVEY CONTROL
 RB0955
 RB0955  NGVD 29 (??/??/92)  352.442  (m)         1156.30   (f) ADJ UNCH    2 0
 RB0955
 RB0955.Superseded values are not recommended for survey control.
 RB0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0955.See file dsdata.txt to determine how the superseded data were derived.
 RB0955
 RB0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKL881527(NAD 83)
 RB0955_MARKER: DB = BENCH MARK DISK
 RB0955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0955_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0955_STAMPING: D 519 1959
 RB0955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0955+STABILITY: SURFACE MOTION
 RB0955
 RB0955  HISTORY     - Date     Condition        Report By
 RB0955  HISTORY     - 1959     MONUMENTED       CGS
 RB0955
 RB0955                          STATION DESCRIPTION
 RB0955
 RB0955'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RB0955'13.15 MI E FROM CECIL.
 RB0955'1.4 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE POST
 RB0955'OFFICE AT CECIL, THENCE 0.2 MILE NORTHEAST ACROSS COUNTRY, THENCE 9.5
 RB0955'MILES EAST ALONG A GRAVEL ROAD, THENCE 0.5 MILE SOUTH ALONG A GRAVEL
 RB0955'ROAD, THENCE 1.55 MILES EAST ALONG A GRAVEL ROAD, 22 FEET SOUTHWEST OF
 RB0955'THE CENTER OF THE T JUNCTION OF A SHORT FIELD ROAD SOUTH, 18 1/2 FEET
 RB0955'SOUTH OF THE CENTER LINE OF THE MAIN ROAD, 14 FEET WEST OF THE CENTER
 RB0955'LINE OF THE ROAD SOUTH, 14.0 FEET NORTH OF A FENCE, 1 1/2 FEET WEST OF
 RB0955'THE FIRST POWER POLE WEST OF A POWERPOLE SUPPORTING A TRANSFORMER, 1.2
 RB0955'FEET SOUTH OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND
 RB0955'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 RB0955'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0559 ***********************************************************************
 RB0559  DESIGNATION -  D 520
 RB0559  PID         -  RB0559
 RB0559  STATE/COUNTY-  OR/MORROW
 RB0559  USGS QUAD   -  VEY RANCH (1968)
 RB0559
 RB0559                         *CURRENT SURVEY CONTROL
 RB0559  ___________________________________________________________________
 RB0559* NAD 83(1986)-  45 32 37.     (N)    119 20 21.     (W)     SCALED    
 RB0559* NAVD 88     -       413.902  (meters)    1357.94   (feet)  ADJUSTED  
 RB0559  ___________________________________________________________________
 RB0559  GEOID HEIGHT-         -21.12  (meters)                     GEOID03
 RB0559  DYNAMIC HT  -         413.847 (meters)    1357.76  (feet)  COMP
 RB0559  MODELED GRAV-     980,470.9   (mgal)                       NAVD 88
 RB0559
 RB0559  VERT ORDER  -  SECOND    CLASS 0
 RB0559
 RB0559.The horizontal coordinates were scaled from a topographic map and have
 RB0559.an estimated accuracy of +/- 6 seconds.
 RB0559
 RB0559.The orthometric height was determined by differential leveling
 RB0559.and adjusted in June 1991.
 RB0559
 RB0559.The geoid height was determined by GEOID03.
 RB0559
 RB0559.The dynamic height is computed by dividing the NAVD 88
 RB0559.geopotential number by the normal gravity value computed on the
 RB0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0559.degrees latitude (g = 980.6199 gals.).
 RB0559
 RB0559.The modeled gravity was interpolated from observed gravity values.
 RB0559
 RB0559;                    North         East    Units  Estimated Accuracy
 RB0559;SPC OR N     -   209,220.    2,590,650.      MT  (+/- 180 meters Scaled)
 RB0559
 RB0559                          SUPERSEDED SURVEY CONTROL
 RB0559
 RB0559  NGVD 29 (??/??/92)  412.847  (m)         1354.48   (f) ADJ UNCH    2 0
 RB0559
 RB0559.Superseded values are not recommended for survey control.
 RB0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0559.See file dsdata.txt to determine how the superseded data were derived.
 RB0559
 RB0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL173460(NAD 83)
 RB0559_MARKER: DB = BENCH MARK DISK
 RB0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0559_STAMPING: D 520 1959
 RB0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0559+STABILITY: SURFACE MOTION
 RB0559
 RB0559  HISTORY     - Date     Condition        Report By
 RB0559  HISTORY     - 1959     MONUMENTED       CGS
 RB0559
 RB0559                          STATION DESCRIPTION
 RB0559
 RB0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RB0559'14.4 MI NW FROM VINSON.
 RB0559'0.2 MILE NORTHEAST ALONG STATE HIGHWAY 74 FROM THE CONCRETE BRIDGE
 RB0559'OVER THE NORTH FORK OF BUTTER CREEK AT VINSON, THENCE 14.2 MILES
 RB0559'NORTHWEST ALONG A GRAVEL ROAD, 0.1 MILE EAST OF THE CENTER OF A CURVE,
 RB0559'23 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 37 FEET NORTH OF THE
 RB0559'NORTH BANK OF THE NORTH FORK OF BUTTER CREEK, 1.3 FEET SOUTH OF A
 RB0559'WITNESS POST, ABOUT 1/2 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP
 RB0559'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0567 ***********************************************************************
 RB0567  DESIGNATION -  D 520 X
 RB0567  PID         -  RB0567
 RB0567  STATE/COUNTY-  OR/UMATILLA
 RB0567  USGS QUAD   -  BUTTER CREEK JUNCTION (1968)
 RB0567
 RB0567                         *CURRENT SURVEY CONTROL
 RB0567  ___________________________________________________________________
 RB0567* NAD 83(1986)-  45 36 55.     (N)    119 26 04.     (W)     SCALED    
 RB0567* NAVD 88     -       310.939  (meters)    1020.14   (feet)  ADJUSTED  
 RB0567  ___________________________________________________________________
 RB0567  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 RB0567  DYNAMIC HT  -         310.913 (meters)    1020.05  (feet)  COMP
 RB0567  MODELED GRAV-     980,522.7   (mgal)                       NAVD 88
 RB0567
 RB0567  VERT ORDER  -  SECOND    CLASS 0
 RB0567
 RB0567.The horizontal coordinates were scaled from a topographic map and have
 RB0567.an estimated accuracy of +/- 6 seconds.
 RB0567
 RB0567.The orthometric height was determined by differential leveling
 RB0567.and adjusted in June 1991.
 RB0567
 RB0567.The geoid height was determined by GEOID03.
 RB0567
 RB0567.The dynamic height is computed by dividing the NAVD 88
 RB0567.geopotential number by the normal gravity value computed on the
 RB0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0567.degrees latitude (g = 980.6199 gals.).
 RB0567
 RB0567.The modeled gravity was interpolated from observed gravity values.
 RB0567
 RB0567;                    North         East    Units  Estimated Accuracy
 RB0567;SPC OR N     -   217,080.    2,583,100.      MT  (+/- 180 meters Scaled)
 RB0567
 RB0567                          SUPERSEDED SURVEY CONTROL
 RB0567
 RB0567  NGVD 29 (??/??/92)  309.906  (m)         1016.75   (f) ADJ UNCH    2 0
 RB0567
 RB0567.Superseded values are not recommended for survey control.
 RB0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0567.See file dsdata.txt to determine how the superseded data were derived.
 RB0567
 RB0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL101541(NAD 83)
 RB0567_MARKER: DB = BENCH MARK DISK
 RB0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0567_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0567_STAMPING: D 520X 1959
 RB0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0567+STABILITY: SURFACE MOTION
 RB0567
 RB0567  HISTORY     - Date     Condition        Report By
 RB0567  HISTORY     - 1959     MONUMENTED       CGS
 RB0567
 RB0567                          STATION DESCRIPTION
 RB0567
 RB0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RB0567'22.6 MI NW FROM VINSON.
 RB0567'0.2 MILE NORTHEAST ALONG STATE HIGHWAY 74 FROM THE CONCRETE BRIDGE
 RB0567'OVER THE NORTH FORK OF BUTTER CREEK AT VINSON, THENCE 19.6 MILES
 RB0567'NORTHWEST ALONG A GRAVEL ROAD, THENCE 2.8 MILES NORTHWEST ALONG AN
 RB0567'ASPHALT ROAD, AT THE JUNCTION OF A DIM FIELD ROAD SOUTH, AT THE EAST
 RB0567'END OF A CURVE, 28 FEET SOUTH OF THE CENTER LINE OF THE  MAIN ROAD, 55
 RB0567'FEET WEST OF THE CENTER LINE OF THE DIM ROAD SOUTH, 54 FEET SOUTH AND
 RB0567'ACROSS THE ROAD FROM TELEPHONE 296, 46 FEET WEST OF THE WEST END OF A
 RB0567'GATE, 4 1/2 FEET SOUTH OF GUY POLE 296 A, 1.0 FOOT NORTH OF A FENCE,
 RB0567'1.5 FEET SOUTH OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE ROAD,
 RB0567'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 RB0567'GROUND.  NOTE-- THIS MARK MAY ALSO BE REACHED FROM THE UNION PACIFIC
 RB0567'RAILROAD STATION AT HINKLE BY GOING 0.6 MILE WEST ALONG THE RAILROAD,
 RB0567'THENCE 14.25 MILES SOUTHWEST ALONG STATE HIGHWAY 207, THENCE 0.25 MILE
 RB0567'SOUTHEAST ALONG AN ASPHALT ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0644 ***********************************************************************
 RB0644  DESIGNATION -  D 525
 RB0644  PID         -  RB0644
 RB0644  STATE/COUNTY-  OR/UMATILLA
 RB0644  USGS QUAD   -  HAT ROCK (1993)
 RB0644
 RB0644                         *CURRENT SURVEY CONTROL
 RB0644  ___________________________________________________________________
 RB0644* NAD 83(1986)-  45 54 21.     (N)    119 13 31.     (W)     SCALED    
 RB0644* NAVD 88     -       146.143  (meters)     479.47   (feet)  ADJUSTED  
 RB0644  ___________________________________________________________________
 RB0644  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 RB0644  DYNAMIC HT  -         146.141 (meters)     479.46  (feet)  COMP
 RB0644  MODELED GRAV-     980,606.0   (mgal)                       NAVD 88
 RB0644
 RB0644  VERT ORDER  -  FIRST     CLASS I
 RB0644
 RB0644.The horizontal coordinates were scaled from a topographic map and have
 RB0644.an estimated accuracy of +/- 6 seconds.
 RB0644
 RB0644.The orthometric height was determined by differential leveling
 RB0644.and adjusted in June 1991.
 RB0644
 RB0644.The geoid height was determined by GEOID03.
 RB0644
 RB0644.The dynamic height is computed by dividing the NAVD 88
 RB0644.geopotential number by the normal gravity value computed on the
 RB0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0644.degrees latitude (g = 980.6199 gals.).
 RB0644
 RB0644.The modeled gravity was interpolated from observed gravity values.
 RB0644
 RB0644;                    North         East    Units  Estimated Accuracy
 RB0644;SPC OR N     -   249,610.    2,598,910.      MT  (+/- 180 meters Scaled)
 RB0644
 RB0644                          SUPERSEDED SURVEY CONTROL
 RB0644
 RB0644  NGVD 29 (??/??/92)  145.135  (m)          476.16   (f) ADJ UNCH    1 1
 RB0644
 RB0644.Superseded values are not recommended for survey control.
 RB0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0644.See file dsdata.txt to determine how the superseded data were derived.
 RB0644
 RB0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL274859(NAD 83)
 RB0644_MARKER: DB = BENCH MARK DISK
 RB0644_SETTING: 66 = SET IN ROCK OUTCROP
 RB0644_SP_SET: OUTCROP
 RB0644_STAMPING: D 525 1951
 RB0644_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RB0644+STABILITY: POSITION/ELEVATION WELL
 RB0644
 RB0644  HISTORY     - Date     Condition        Report By
 RB0644  HISTORY     - 1951     MONUMENTED       CGS
 RB0644  HISTORY     - 1968     GOOD             NGS
 RB0644
 RB0644                          STATION DESCRIPTION
 RB0644
 RB0644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RB0644'5.8 MI E FROM UMATILLA.
 RB0644'5.8 MILES EAST ALONG U.S. HIGHWAY 730 FROM THE POST OFFICE AT
 RB0644'UMATILLA, IN R29E T5N, SECTION 19, 0.6 MILE EAST OF MILEPOST 187, 0.1
 RB0644'MILE WEST OF THE JUNCTION OF A DIRT ROAD, 0.05 MILE WEST OF THE
 RB0644'CROSSING OF A POWER LINE, IN THE TOP OF A LARGE OUTCROP WHICH PROJECTS
 RB0644'ABOUT 3 FEET ABOVE THE GROUND, 105 1/2 FEET SOUTH OF THE CENTER LINE
 RB0644'OF THE HIGHWAY, 54.8 FEET SOUTH OF A FENCE, 1.3 FEET NORTH OF A
 RB0644'WITNESS POST, AND ABOUT 4 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1031 ***********************************************************************
 QE1031  DESIGNATION -  D 53
 QE1031  PID         -  QE1031
 QE1031  STATE/COUNTY-  OR/LINCOLN
 QE1031  USGS QUAD   -  EDDYVILLE (1984)
 QE1031
 QE1031                         *CURRENT SURVEY CONTROL
 QE1031  ___________________________________________________________________
 QE1031* NAD 83(1986)-  44 40 04.     (N)    123 51 00.     (W)     SCALED    
 QE1031* NAVD 88     -        13.337  (meters)      43.76   (feet)  ADJUSTED  
 QE1031  ___________________________________________________________________
 QE1031  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 QE1031  DYNAMIC HT  -          13.337 (meters)      43.76  (feet)  COMP
 QE1031  MODELED GRAV-     980,612.7   (mgal)                       NAVD 88
 QE1031
 QE1031  VERT ORDER  -  FIRST     CLASS II
 QE1031
 QE1031.The horizontal coordinates were scaled from a topographic map and have
 QE1031.an estimated accuracy of +/- 6 seconds.
 QE1031
 QE1031.The orthometric height was determined by differential leveling
 QE1031.and adjusted in June 1991.
 QE1031
 QE1031.The geoid height was determined by GEOID03.
 QE1031
 QE1031.The dynamic height is computed by dividing the NAVD 88
 QE1031.geopotential number by the normal gravity value computed on the
 QE1031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1031.degrees latitude (g = 980.6199 gals.).
 QE1031
 QE1031.The modeled gravity was interpolated from observed gravity values.
 QE1031
 QE1031;                    North         East    Units  Estimated Accuracy
 QE1031;SPC OR N     -   116,750.    2,234,440.      MT  (+/- 180 meters Scaled)
 QE1031
 QE1031                          SUPERSEDED SURVEY CONTROL
 QE1031
 QE1031  NGVD 29 (??/??/92)   12.330  (m)           40.45   (f) ADJ UNCH    1 2
 QE1031
 QE1031.Superseded values are not recommended for survey control.
 QE1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1031.See file dsdata.txt to determine how the superseded data were derived.
 QE1031
 QE1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ326463(NAD 83)
 QE1031_MARKER: DD = SURVEY DISK
 QE1031_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QE1031_SP_SET: CULVERT
 QE1031_STAMPING: D 53 1930
 QE1031_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE1031
 QE1031  HISTORY     - Date     Condition        Report By
 QE1031  HISTORY     - 1930     MONUMENTED       ORDT
 QE1031  HISTORY     - 1961     MARK NOT FOUND   NGS
 QE1031  HISTORY     - 19860427 MARK NOT FOUND   USPSQD
 QE1031  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 QE1031
 QE1031                          STATION DESCRIPTION
 QE1031
 QE1031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 QE1031'8.0 MI W FROM EDDYVILLE.
 QE1031'8.0 MILES WEST OF EDDYVILLE OR 8.6 MILES EAST OF THE INTERSECTION OF
 QE1031'NORTH MAIN STREET AND U.S. HIGHWAY 20, 18 FEET NORTHEAST OF THE CENTER
 QE1031'LINE OF U.S. HIGHWAY 20, OPPOSITE THE REMAINS OF A DAM ACROSS SIMPSON
 QE1031'CREEK, AT THE NORTH END OF A CONCRETE CULVERT, SET IN THE TOP OF THE
 QE1031'HEAD WALL.  NOTE-- THIS CULVERT HAS NO HEAD WALL NOW.
 QE1031
 QE1031                          STATION RECOVERY (1986)
 QE1031
 QE1031'RECOVERY NOTE BY US POWER SQUADRON 1986 (RCC)
 QE1031'MARK NOT FOUND.
 QE1031
 QE1031                          STATION RECOVERY (1990)
 QE1031
 QE1031'RECOVERY NOTE BY US POWER SQUADRON 1990 (KRN)
 QE1031'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0943 ***********************************************************************
 RC0943  DESIGNATION -  D 534
 RC0943  PID         -  RC0943
 RC0943  STATE/COUNTY-  OR/WASCO
 RC0943  USGS QUAD   -  LYLE (1994)
 RC0943
 RC0943                         *CURRENT SURVEY CONTROL
 RC0943  ___________________________________________________________________
 RC0943* NAD 83(1986)-  45 41 41.     (N)    121 20 22.     (W)     SCALED    
 RC0943* NAVD 88     -        73.336  (meters)     240.60   (feet)  ADJUSTED  
 RC0943  ___________________________________________________________________
 RC0943  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 RC0943  DYNAMIC HT  -          73.336 (meters)     240.60  (feet)  COMP
 RC0943  MODELED GRAV-     980,614.9   (mgal)                       NAVD 88
 RC0943
 RC0943  VERT ORDER  -  SECOND    CLASS 0
 RC0943
 RC0943.The horizontal coordinates were scaled from a topographic map and have
 RC0943.an estimated accuracy of +/- 6 seconds.
 RC0943
 RC0943.The orthometric height was determined by differential leveling
 RC0943.and adjusted in June 1991.
 RC0943
 RC0943.The geoid height was determined by GEOID03.
 RC0943
 RC0943.The dynamic height is computed by dividing the NAVD 88
 RC0943.geopotential number by the normal gravity value computed on the
 RC0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0943.degrees latitude (g = 980.6199 gals.).
 RC0943
 RC0943.The modeled gravity was interpolated from observed gravity values.
 RC0943
 RC0943;                    North         East    Units  Estimated Accuracy
 RC0943;SPC OR N     -   225,700.    2,434,620.      MT  (+/- 180 meters Scaled)
 RC0943
 RC0943                          SUPERSEDED SURVEY CONTROL
 RC0943
 RC0943  NGVD 29 (??/??/92)   72.320  (m)          237.27   (f) ADJ UNCH    2 0
 RC0943
 RC0943.Superseded values are not recommended for survey control.
 RC0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0943.See file dsdata.txt to determine how the superseded data were derived.
 RC0943
 RC0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR292614(NAD 83)
 RC0943_MARKER: DD = SURVEY DISK
 RC0943_SETTING: 66 = SET IN ROCK OUTCROP
 RC0943_SP_SET: ROCK CUT
 RC0943_STAMPING: D 534 1954
 RC0943_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RC0943+STABILITY: POSITION/ELEVATION WELL
 RC0943
 RC0943  HISTORY     - Date     Condition        Report By
 RC0943  HISTORY     - 1954     MONUMENTED       ORDT
 RC0943  HISTORY     - 1957     GOOD             NGS
 RC0943  HISTORY     - 1974     MARK NOT FOUND   ORDT
 RC0943  HISTORY     - 1987     MARK NOT FOUND   NGS
 RC0943  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 RC0943
 RC0943                          STATION DESCRIPTION
 RC0943
 RC0943'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 RC0943'3.1 MI E FROM MOSIER.
 RC0943'3.1 MILES EAST ALONG U.S. HIGHWAY 30 FROM THE WEST END OF THE CONCRETE
 RC0943'HIGHWAY BRIDGE OVER MOSIER CREEK AT MOSIER, IN T 3 N - R 12 E, SET IN
 RC0943'A PROTRUDING LEDGE FROM THE SOUTH WALL OF A ROCK CUT, 106 FEET
 RC0943'SOUTHWEST OF THE CENTER OF THE INTERSECTION OF A GRAVELED ROAD LEADING
 RC0943'NORTH AND SOUTH, 41.4 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 RC0943'3.3 FEET WEST OF A WITNESS POST AND ABOUT 2 FEET HIGHER THAN THE
 RC0943'HIGHWAY.
 RC0943
 RC0943                          STATION RECOVERY (1974)
 RC0943
 RC0943'RECOVERY NOTE BY OREGON DEPARTMENT OF TRANSPORTATION 1974
 RC0943'MARK NOT FOUND.
 RC0943
 RC0943                          STATION RECOVERY (1987)
 RC0943
 RC0943'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RC0943'NOT RECOVERED.
 RC0943
 RC0943                          STATION RECOVERY (1989)
 RC0943
 RC0943'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RC0943'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0606 ***********************************************************************
 QE0606  DESIGNATION -  D 54
 QE0606  PID         -  QE0606
 QE0606  STATE/COUNTY-  OR/BENTON
 QE0606  USGS QUAD   -  WREN (1984)
 QE0606
 QE0606                         *CURRENT SURVEY CONTROL
 QE0606  ___________________________________________________________________
 QE0606* NAD 83(1986)-  44 35 45.     (N)    123 26 30.     (W)     SCALED    
 QE0606* NAVD 88     -       136.403  (meters)     447.52   (feet)  ADJUSTED  
 QE0606  ___________________________________________________________________
 QE0606  GEOID HEIGHT-         -22.14  (meters)                     GEOID03
 QE0606  DYNAMIC HT  -         136.397 (meters)     447.50  (feet)  COMP
 QE0606  MODELED GRAV-     980,571.0   (mgal)                       NAVD 88
 QE0606
 QE0606  VERT ORDER  -  FIRST     CLASS II
 QE0606
 QE0606.The horizontal coordinates were scaled from a topographic map and have
 QE0606.an estimated accuracy of +/- 6 seconds.
 QE0606
 QE0606.The orthometric height was determined by differential leveling
 QE0606.and adjusted in June 1991.
 QE0606
 QE0606.The geoid height was determined by GEOID03.
 QE0606
 QE0606.The dynamic height is computed by dividing the NAVD 88
 QE0606.geopotential number by the normal gravity value computed on the
 QE0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0606.degrees latitude (g = 980.6199 gals.).
 QE0606
 QE0606.The modeled gravity was interpolated from observed gravity values.
 QE0606
 QE0606;                    North         East    Units  Estimated Accuracy
 QE0606;SPC OR N     -   107,500.    2,266,500.      MT  (+/- 180 meters Scaled)
 QE0606
 QE0606                          SUPERSEDED SURVEY CONTROL
 QE0606
 QE0606  NGVD 29 (??/??/92)  135.395  (m)          444.21   (f) ADJ UNCH    1 2
 QE0606
 QE0606.Superseded values are not recommended for survey control.
 QE0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0606.See file dsdata.txt to determine how the superseded data were derived.
 QE0606
 QE0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ649381(NAD 83)
 QE0606_MARKER: DD = SURVEY DISK
 QE0606_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QE0606_SP_SET: CULVERT
 QE0606_STAMPING: D 54 1930 444
 QE0606_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0606
 QE0606  HISTORY     - Date     Condition        Report By
 QE0606  HISTORY     - 1930     MONUMENTED       ORDT
 QE0606  HISTORY     - 1961     GOOD             NGS
 QE0606  HISTORY     - 1979     MARK NOT FOUND   USGS
 QE0606  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 QE0606
 QE0606                          STATION DESCRIPTION
 QE0606
 QE0606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 QE0606'1.0 MI NW FROM WREN.
 QE0606'FROM THE JUNCTION OF STATE HIGHWAY 223 AND U.S. HIGHWAY 20, THIS
 QE0606'JUNCTION IS AT THE NORTHWEST EDGE OF WREN, GO NORTHWEST ON U.S.
 QE0606'HIGHWAY 20 FOR 0.8 MILE TO A CONCRETE CULVERT, THIS IS ABOUT 400 FEET
 QE0606'SOUTH OF THE JUNCTION OF THE KING VALLEY ROAD LEADING EAST.  DISK IS
 QE0606'LOCATED AT THE SOUTHEAST CORNER OF THE CULVERT BRIDGE OVER GELLATLY
 QE0606'CREEK, AND IN TOP OF THE HEAD WALL.
 QE0606
 QE0606                          STATION RECOVERY (1979)
 QE0606
 QE0606'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 QE0606'THE HIGHWAY HAS BEEN WIDENED AND A NEW CULVERT CONSTRUCTED. A DISK
 QE0606'STAMPED Q 674 IS SET IN THE SOUTHEAST CORNER OF NEW CULVERT.
 QE0606
 QE0606                          STATION RECOVERY (1986)
 QE0606
 QE0606'RECOVERY NOTE BY US POWER SQUADRON 1986 (RCB)
 QE0606'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0665 ***********************************************************************
 RC0665  DESIGNATION -  D 543
 RC0665  PID         -  RC0665
 RC0665  STATE/COUNTY-  OR/SHERMAN
 RC0665  USGS QUAD   -  WISHRAM (1994)
 RC0665
 RC0665                         *CURRENT SURVEY CONTROL
 RC0665  ___________________________________________________________________
 RC0665* NAD 83(1986)-  45 38 02.     (N)    120 54 45.     (W)     SCALED    
 RC0665* NAVD 88     -        57.633  (meters)     189.08   (feet)  ADJUSTED  
 RC0665  ___________________________________________________________________
 RC0665  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 RC0665  DYNAMIC HT  -          57.632 (meters)     189.08  (feet)  COMP
 RC0665  MODELED GRAV-     980,597.1   (mgal)                       NAVD 88
 RC0665
 RC0665  VERT ORDER  -  FIRST     CLASS I
 RC0665
 RC0665.The horizontal coordinates were scaled from a topographic map and have
 RC0665.an estimated accuracy of +/- 6 seconds.
 RC0665
 RC0665.The orthometric height was determined by differential leveling
 RC0665.and adjusted in June 1991.
 RC0665
 RC0665.The geoid height was determined by GEOID03.
 RC0665
 RC0665.The dynamic height is computed by dividing the NAVD 88
 RC0665.geopotential number by the normal gravity value computed on the
 RC0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0665.degrees latitude (g = 980.6199 gals.).
 RC0665
 RC0665.The modeled gravity was interpolated from observed gravity values.
 RC0665
 RC0665;                    North         East    Units  Estimated Accuracy
 RC0665;SPC OR N     -   218,690.    2,467,840.      MT  (+/- 180 meters Scaled)
 RC0665
 RC0665                          SUPERSEDED SURVEY CONTROL
 RC0665
 RC0665  NGVD 29 (??/??/92)   56.640  (m)          185.83   (f) ADJ UNCH    1 1
 RC0665
 RC0665.Superseded values are not recommended for survey control.
 RC0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0665.See file dsdata.txt to determine how the superseded data were derived.
 RC0665
 RC0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR627554(NAD 83)
 RC0665_MARKER: DD = SURVEY DISK
 RC0665_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RC0665_SP_SET: BRIDGE CURB
 RC0665_STAMPING: D 543 1956
 RC0665_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RC0665_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RC0665+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2007
 RC0665
 RC0665  HISTORY     - Date     Condition        Report By
 RC0665  HISTORY     - 1956     MONUMENTED       ORDT
 RC0665  HISTORY     - 1968     GOOD             NGS
 RC0665  HISTORY     - 20070519 GOOD             GEOCAC
 RC0665
 RC0665                          STATION DESCRIPTION
 RC0665
 RC0665'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RC0665'9.55 MI SW FROM RUFUS.
 RC0665'7.75 MILES SOUTHWEST ALONG FORMER U.S. HIGHWAY 30 FROM THE POST OFFICE
 RC0665'AT RUFUS, THENCE 1.8 MILES SOUTHWEST ALONG STATE HIGHWAY 206, IN R15E
 RC0665'T2N, SECTION 26, AT THE SHERMAN-WASCO COUNTY LINE, IN THE TOP AND 3.3
 RC0665'FEET WEST OF THE EAST END OF THE NORTH CONCRETE CURB OF A CONCRETE
 RC0665'BRIDGE OVER DESCHUTES RIVER, 16 1/2 FEET NORTH OF THE CENTER LINE OF
 RC0665'THE HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 RC0665
 RC0665                          STATION RECOVERY (2007)
 RC0665
 RC0665'RECOVERY NOTE BY GEOCACHING 2007 (ADS)
 RC0665'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1981 ***********************************************************************
 RC1981  DESIGNATION -  D 545
 RC1981  PID         -  RC1981
 RC1981  STATE/COUNTY-  OR/SHERMAN
 RC1981  USGS QUAD   -  GRASS VALLEY (1962)
 RC1981
 RC1981                         *CURRENT SURVEY CONTROL
 RC1981  ___________________________________________________________________
 RC1981* NAD 83(1986)-  45 22 08.     (N)    120 46 53.     (W)     SCALED    
 RC1981* NAVD 88     -       681.726  (meters)    2236.63   (feet)  ADJUSTED  
 RC1981  ___________________________________________________________________
 RC1981  GEOID HEIGHT-         -21.04  (meters)                     GEOID03
 RC1981  DYNAMIC HT  -         681.622 (meters)    2236.29  (feet)  COMP
 RC1981  MODELED GRAV-     980,441.8   (mgal)                       NAVD 88
 RC1981
 RC1981  VERT ORDER  -  FIRST     CLASS II
 RC1981
 RC1981.The horizontal coordinates were scaled from a topographic map and have
 RC1981.an estimated accuracy of +/- 6 seconds.
 RC1981
 RC1981.The orthometric height was determined by differential leveling
 RC1981.and adjusted in June 1991.
 RC1981
 RC1981.The geoid height was determined by GEOID03.
 RC1981
 RC1981.The dynamic height is computed by dividing the NAVD 88
 RC1981.geopotential number by the normal gravity value computed on the
 RC1981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1981.degrees latitude (g = 980.6199 gals.).
 RC1981
 RC1981.The modeled gravity was interpolated from observed gravity values.
 RC1981
 RC1981;                    North         East    Units  Estimated Accuracy
 RC1981;SPC OR N     -   189,190.    2,477,960.      MT  (+/- 180 meters Scaled)
 RC1981
 RC1981                          SUPERSEDED SURVEY CONTROL
 RC1981
 RC1981.No superseded survey control is available for this station.
 RC1981
 RC1981_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR737263(NAD 83)
 RC1981_MARKER: DB = BENCH MARK DISK
 RC1981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC1981_SP_SET: CONCRETE POST
 RC1981_STAMPING: D 545
 RC1981_MARK LOGO: ORDT  
 RC1981_PROJECTION: FLUSH
 RC1981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1981+STABILITY: SURFACE MOTION
 RC1981
 RC1981  HISTORY     - Date     Condition        Report By
 RC1981  HISTORY     - UNK      MONUMENTED       ORDT
 RC1981  HISTORY     - 1987     GOOD             NGS
 RC1981
 RC1981                          STATION DESCRIPTION
 RC1981
 RC1981'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 RC1981'1.0 KM (0.60 MI) NORTH FROM GRASS VALLEY.
 RC1981'0.98 KM (0.60 MI) NORTH ALONG US HIGHWAY 97 FROM THE POST OFFICE IN
 RC1981'GRASS VALLEY, 15.05 M (49.4 FT) WEST OF THE HIGHWAY CENTERLINE, 5.48
 RC1981'M (18.0 FT) WEST OF POWER POLE 263600, 4.87 M (16.0 FT) SOUTH OF THE
 RC1981'SOUTH POST OF A GATE, 0.91 M (3.0 FT) WEST OF A GUY WIRE, 0.60 M
 RC1981'(2.0 FT) EAST OF A FENCE.
 RC1981'THE MARK IS 0.27 METERS  S FROM  A WITNESS POST
 RC1981'THE MARK IS 0.30 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0474 ***********************************************************************
 NY0474  DESIGNATION -  D 546
 NY0474  PID         -  NY0474
 NY0474  STATE/COUNTY-  OR/KLAMATH
 NY0474  USGS QUAD   -  MODOC POINT (1985)
 NY0474
 NY0474                         *CURRENT SURVEY CONTROL
 NY0474  ___________________________________________________________________
 NY0474* NAD 83(1986)-  42 23 10.     (N)    121 48 53.     (W)     SCALED    
 NY0474* NAVD 88     -      1265.440  (meters)    4151.70   (feet)  ADJUSTED  
 NY0474  ___________________________________________________________________
 NY0474  GEOID HEIGHT-         -22.48  (meters)                     GEOID03
 NY0474  DYNAMIC HT  -        1264.683 (meters)    4149.21  (feet)  COMP
 NY0474  MODELED GRAV-     979,979.6   (mgal)                       NAVD 88
 NY0474
 NY0474  VERT ORDER  -  FIRST     CLASS II
 NY0474
 NY0474.The horizontal coordinates were scaled from a topographic map and have
 NY0474.an estimated accuracy of +/- 6 seconds.
 NY0474
 NY0474.The orthometric height was determined by differential leveling
 NY0474.and adjusted in June 1991.
 NY0474
 NY0474.The geoid height was determined by GEOID03.
 NY0474
 NY0474.The dynamic height is computed by dividing the NAVD 88
 NY0474.geopotential number by the normal gravity value computed on the
 NY0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0474.degrees latitude (g = 980.6199 gals.).
 NY0474
 NY0474.The modeled gravity was interpolated from observed gravity values.
 NY0474
 NY0474;                    North         East    Units  Estimated Accuracy
 NY0474;SPC OR S     -    80,770.    1,391,740.      MT  (+/- 180 meters Scaled)
 NY0474
 NY0474                          SUPERSEDED SURVEY CONTROL
 NY0474
 NY0474  NGVD 29 (??/??/92) 1264.309  (m)         4147.99   (f) ADJ UNCH    1 2
 NY0474
 NY0474.Superseded values are not recommended for survey control.
 NY0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0474.See file dsdata.txt to determine how the superseded data were derived.
 NY0474
 NY0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM975933(NAD 83)
 NY0474_MARKER: DB = BENCH MARK DISK
 NY0474_SETTING: 80 = SET IN A BOULDER
 NY0474_SP_SET: BOULDER
 NY0474_STAMPING: D 546 1954
 NY0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0474+STABILITY: SURFACE MOTION
 NY0474
 NY0474  HISTORY     - Date     Condition        Report By
 NY0474  HISTORY     - 1954     MONUMENTED       CGS
 NY0474  HISTORY     - 1962     GOOD             NGS
 NY0474  HISTORY     - 1982     MARK NOT FOUND   USGS
 NY0474  HISTORY     - 19880701 MARK NOT FOUND   NGS
 NY0474
 NY0474                          STATION DESCRIPTION
 NY0474
 NY0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NY0474'12.5 MI N FROM KLAMATH FALLS.
 NY0474'12.5 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 NY0474'STATION AT KLAMATH FALLS, 0.2 MILE SOUTH OF MILEPOLE 442, AT THE
 NY0474'JUNCTION OF U. S. HIGHWAY 97 WITH A ROAD LEADING SOUTHEAST UP A STEEP
 NY0474'GRADE, BETWEEN THE RAILROAD AND HIGHWAY FILLS, IN THE TOP OF A 3- BY
 NY0474'3-FOOT BOULDER PROJECTING 1 FOOT ABOVE THE GROUND, 140 FEET SOUTH OF
 NY0474'THE SOUTH END OF A RAILROAD-SLIDE SIGNAL FENCE, 104 FEET NORTH OF THE
 NY0474'NORTH END OF THE EAST RAILING OF BRIDGE 441.80, 36.1 FEET EAST OF THE
 NY0474'EAST RAIL, 13 1/2 FEET NORTHWEST OF A TELEPHONE POLE WITH A GUY WIRE,
 NY0474'0.4 FOOT NORTH OF THE SOUTH END OF THE BOULDER, AND ABOUT 6 1/2 FEET
 NY0474'LOWER THAN THE TRACK.
 NY0474
 NY0474                          STATION RECOVERY (1962)
 NY0474
 NY0474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 NY0474'RECOVERED IN GOOD CONDITION.
 NY0474
 NY0474                          STATION RECOVERY (1982)
 NY0474
 NY0474'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 NY0474'MARK NOT FOUND.
 NY0474
 NY0474                          STATION RECOVERY (1988)
 NY0474
 NY0474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 NY0474'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0415 ***********************************************************************
 NY0415  DESIGNATION -  D 547
 NY0415  PID         -  NY0415
 NY0415  STATE/COUNTY-  OR/KLAMATH
 NY0415  USGS QUAD   -  HAMAKER MTN (1986)
 NY0415
 NY0415                         *CURRENT SURVEY CONTROL
 NY0415  ___________________________________________________________________
 NY0415* NAD 83(1986)-  42 01 27.     (N)    121 54 04.     (W)     SCALED    
 NY0415* NAVD 88     -      1270.252  (meters)    4167.49   (feet)  ADJUSTED  
 NY0415  ___________________________________________________________________
 NY0415  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 NY0415  DYNAMIC HT  -        1269.458 (meters)    4164.88  (feet)  COMP
 NY0415  MODELED GRAV-     979,953.3   (mgal)                       NAVD 88
 NY0415
 NY0415  VERT ORDER  -  FIRST     CLASS II
 NY0415
 NY0415.The horizontal coordinates were scaled from a topographic map and have
 NY0415.an estimated accuracy of +/- 6 seconds.
 NY0415
 NY0415.The orthometric height was determined by differential leveling
 NY0415.and adjusted in June 1991.
 NY0415
 NY0415.The geoid height was determined by GEOID03.
 NY0415
 NY0415.The dynamic height is computed by dividing the NAVD 88
 NY0415.geopotential number by the normal gravity value computed on the
 NY0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0415.degrees latitude (g = 980.6199 gals.).
 NY0415
 NY0415.The modeled gravity was interpolated from observed gravity values.
 NY0415
 NY0415;                    North         East    Units  Estimated Accuracy
 NY0415;SPC OR S     -    40,690.    1,383,960.      MT  (+/- 180 meters Scaled)
 NY0415
 NY0415                          SUPERSEDED SURVEY CONTROL
 NY0415
 NY0415  NGVD 29 (??/??/92) 1269.127  (m)         4163.79   (f) ADJ UNCH    1 2
 NY0415
 NY0415.Superseded values are not recommended for survey control.
 NY0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0415.See file dsdata.txt to determine how the superseded data were derived.
 NY0415
 NY0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM909530(NAD 83)
 NY0415_MARKER: DB = BENCH MARK DISK
 NY0415_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NY0415_SP_SET: CATTLE PASS
 NY0415_STAMPING: D 547 1954
 NY0415_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NY0415
 NY0415  HISTORY     - Date     Condition        Report By
 NY0415  HISTORY     - 1954     MONUMENTED       CGS
 NY0415
 NY0415                          STATION DESCRIPTION
 NY0415
 NY0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NY0415'16.6 MI S FROM KLAMATH FALLS.
 NY0415'16.6 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 NY0415'STATION AT KLAMATH FALLS, 3 1/2 POLES NORTH OF MILEPOLE 413, AT THE
 NY0415'NORTH END OF A LONG FILL, AT BALLAST DECK CATTLE PASS 413.09, IN THE
 NY0415'TOP OF THE NORTHWEST CORNER, 7.4 FEET WEST OF THE WEST RAIL, AND ABOUT
 NY0415'1 FOOT LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0155 ***********************************************************************
 NZ0155  DESIGNATION -  D 548
 NZ0155  PID         -  NZ0155
 NZ0155  STATE/COUNTY-  OR/JACKSON
 NZ0155  USGS QUAD   -  SISKIYOU PASS (1983)
 NZ0155
 NZ0155                         *CURRENT SURVEY CONTROL
 NZ0155  ___________________________________________________________________
 NZ0155* NAD 83(1986)-  42 05 40.     (N)    122 36 34.     (W)     SCALED    
 NZ0155* NAVD 88     -      1174.295  (meters)    3852.67   (feet)  POSTED    
 NZ0155  ___________________________________________________________________
 NZ0155  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 NZ0155  DYNAMIC HT  -        1173.630 (meters)    3850.48  (feet)  COMP
 NZ0155  MODELED GRAV-     980,012.5   (mgal)                       NAVD 88
 NZ0155
 NZ0155  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NZ0155
 NZ0155.The horizontal coordinates were scaled from a topographic map and have
 NZ0155.an estimated accuracy of +/- 6 seconds.
 NZ0155
 NZ0155.The orthometric height was determined by differential leveling
 NZ0155.and adjusted by the  in 1992.
 NZ0155.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NZ0155.rate of 0.0 thru 1.0 mm/km.
 NZ0155
 NZ0155.The geoid height was determined by GEOID03.
 NZ0155
 NZ0155.The dynamic height is computed by dividing the NAVD 88
 NZ0155.geopotential number by the normal gravity value computed on the
 NZ0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0155.degrees latitude (g = 980.6199 gals.).
 NZ0155
 NZ0155.The modeled gravity was interpolated from observed gravity values.
 NZ0155
 NZ0155;                    North         East    Units  Estimated Accuracy
 NZ0155;SPC OR S     -    49,720.    1,325,500.      MT  (+/- 180 meters Scaled)
 NZ0155
 NZ0155                          SUPERSEDED SURVEY CONTROL
 NZ0155
 NZ0155  NGVD 29 (??/??/92) 1173.179  (m)         3849.00   (f) ADJ UNCH    1 2
 NZ0155
 NZ0155.Superseded values are not recommended for survey control.
 NZ0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0155.See file dsdata.txt to determine how the superseded data were derived.
 NZ0155
 NZ0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM322603(NAD 83)
 NZ0155_MARKER: DB = BENCH MARK DISK
 NZ0155_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NZ0155_SP_SET: TRESTLE
 NZ0155_STAMPING: D 548 1954
 NZ0155_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NZ0155
 NZ0155  HISTORY     - Date     Condition        Report By
 NZ0155  HISTORY     - 1954     MONUMENTED       CGS
 NZ0155
 NZ0155                          STATION DESCRIPTION
 NZ0155
 NZ0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NZ0155'1.7 MI N FROM SISKIYOU.
 NZ0155'1.7 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 NZ0155'STATION AT SISKIYOU, 0.2 MILE SOUTH OF MILEPOLE 414, AT THE NORTH END
 NZ0155'OF A STEEL TRESTLE OVER WALL CREEK, IN THE TOP OF THE SOUTH END OF THE
 NZ0155'WEST CONCRETE WING WALL, 5.1 FEET WEST OF THE WEST RAIL, AND ABOUT
 NZ0155'LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0203 ***********************************************************************
 NZ0203  DESIGNATION -  D 549
 NZ0203  PID         -  NZ0203
 NZ0203  STATE/COUNTY-  OR/JACKSON
 NZ0203  USGS QUAD   -  MEDFORD EAST (1983)
 NZ0203
 NZ0203                         *CURRENT SURVEY CONTROL
 NZ0203  ___________________________________________________________________
 NZ0203* NAD 83(1986)-  42 17 54.     (N)    122 50 56.     (W)     SCALED    
 NZ0203* NAVD 88     -       437.739  (meters)    1436.15   (feet)  ADJUSTED  
 NZ0203  ___________________________________________________________________
 NZ0203  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 NZ0203  DYNAMIC HT  -         437.562 (meters)    1435.57  (feet)  COMP
 NZ0203  MODELED GRAV-     980,205.1   (mgal)                       NAVD 88
 NZ0203
 NZ0203  VERT ORDER  -  FIRST     CLASS II
 NZ0203
 NZ0203.The horizontal coordinates were scaled from a topographic map and have
 NZ0203.an estimated accuracy of +/- 6 seconds.
 NZ0203
 NZ0203.The orthometric height was determined by differential leveling
 NZ0203.and adjusted in June 1991.
 NZ0203
 NZ0203.The geoid height was determined by GEOID03.
 NZ0203
 NZ0203.The dynamic height is computed by dividing the NAVD 88
 NZ0203.geopotential number by the normal gravity value computed on the
 NZ0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0203.degrees latitude (g = 980.6199 gals.).
 NZ0203
 NZ0203.The modeled gravity was interpolated from observed gravity values.
 NZ0203
 NZ0203;                    North         East    Units  Estimated Accuracy
 NZ0203;SPC OR S     -    72,890.    1,306,330.      MT  (+/- 180 meters Scaled)
 NZ0203
 NZ0203                          SUPERSEDED SURVEY CONTROL
 NZ0203
 NZ0203  NGVD 29 (??/??/92)  436.712  (m)         1432.78   (f) ADJ UNCH    1 2
 NZ0203
 NZ0203.Superseded values are not recommended for survey control.
 NZ0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0203.See file dsdata.txt to determine how the superseded data were derived.
 NZ0203
 NZ0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM124829(NAD 83)
 NZ0203_MARKER: DB = BENCH MARK DISK
 NZ0203_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 NZ0203_SP_SET: FOUNDATION
 NZ0203_STAMPING: D 549 1954
 NZ0203_MARK LOGO: CGS   
 NZ0203_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NZ0203+STABILITY: POSITION/ELEVATION WELL
 NZ0203
 NZ0203  HISTORY     - Date     Condition        Report By
 NZ0203  HISTORY     - 1954     MONUMENTED       CGS
 NZ0203  HISTORY     - 1961     GOOD             NGS
 NZ0203  HISTORY     - 1985     MARK NOT FOUND   LOCSUR
 NZ0203  HISTORY     - 1987     GOOD             NGS
 NZ0203  HISTORY     - 20060826 MARK NOT FOUND   USPSQD
 NZ0203
 NZ0203                          STATION DESCRIPTION
 NZ0203
 NZ0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NZ0203'2.3 MI SE FROM MEDFORD.
 NZ0203'2.3 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 NZ0203'THE STATION AT MEDFORD, 0.5 MILE NORTHWEST OF MILEPOLE 439, AT HARRY
 NZ0203'AND DAVID INC.  BEAR CREEK ORCHARDS PACKING HOUSE, SET VERTICALLY IN
 NZ0203'THE NORTHEAST CONCRETE WALL, 32.6 FEET SOUTHWEST OF THE SOUTHWEST
 NZ0203'RAIL, 0.7 FOOT NORTHWEST OF THE EAST CORNER OF THE BUILDING, 1.7 FEET
 NZ0203'ABOVE THE GROUND, AND ABOUT 3 FEET HIGHER THAN THE TRACK.
 NZ0203
 NZ0203                          STATION RECOVERY (1961)
 NZ0203
 NZ0203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 NZ0203'RECOVERED IN GOOD CONDITION.
 NZ0203
 NZ0203                          STATION RECOVERY (1985)
 NZ0203
 NZ0203'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 NZ0203'MARK NOT FOUND.
 NZ0203
 NZ0203                          STATION RECOVERY (1987)
 NZ0203
 NZ0203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 NZ0203'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  3.7 KM
 NZ0203'(2.30 MI) SOUTHEASTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 NZ0203'STATION IN MEDFORD, SET VERTICALLY IN THE NORTHWEST FACE OF THE BEAR
 NZ0203'CREEK ORCHARDS PACKING HOUSE, AND 0.2 M (0.7 FT) NORTHWEST OF THE
 NZ0203'EAST CORNER OF THE FOUNDATION.
 NZ0203'THE MARK IS 0.3 M ABOVE A SIDEWALK.
 NZ0203
 NZ0203                          STATION RECOVERY (2006)
 NZ0203
 NZ0203'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 NZ0203'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0518 ***********************************************************************
 NZ0518  DESIGNATION -  D 550
 NZ0518  PID         -  NZ0518
 NZ0518  STATE/COUNTY-  OR/JACKSON
 NZ0518  USGS QUAD   -  ROGUE RIVER (1983)
 NZ0518
 NZ0518                         *CURRENT SURVEY CONTROL
 NZ0518  ___________________________________________________________________
 NZ0518* NAD 83(1986)-  42 25 12.     (N)    123 12 33.     (W)     SCALED    
 NZ0518* NAVD 88     -       304.297  (meters)     998.35   (feet)  ADJUSTED  
 NZ0518  ___________________________________________________________________
 NZ0518  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 NZ0518  DYNAMIC HT  -         304.195 (meters)     998.01  (feet)  COMP
 NZ0518  MODELED GRAV-     980,277.6   (mgal)                       NAVD 88
 NZ0518
 NZ0518  VERT ORDER  -  FIRST     CLASS II
 NZ0518
 NZ0518.The horizontal coordinates were scaled from a topographic map and have
 NZ0518.an estimated accuracy of +/- 6 seconds.
 NZ0518
 NZ0518.The orthometric height was determined by differential leveling
 NZ0518.and adjusted in June 1991.
 NZ0518
 NZ0518.The geoid height was determined by GEOID03.
 NZ0518
 NZ0518.The dynamic height is computed by dividing the NAVD 88
 NZ0518.geopotential number by the normal gravity value computed on the
 NZ0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0518.degrees latitude (g = 980.6199 gals.).
 NZ0518
 NZ0518.The modeled gravity was interpolated from observed gravity values.
 NZ0518
 NZ0518;                    North         East    Units  Estimated Accuracy
 NZ0518;SPC OR S     -    87,290.    1,277,070.      MT  (+/- 180 meters Scaled)
 NZ0518
 NZ0518                          SUPERSEDED SURVEY CONTROL
 NZ0518
 NZ0518  NGVD 29 (??/??/92)  303.301  (m)          995.08   (f) ADJ UNCH    1 2
 NZ0518
 NZ0518.Superseded values are not recommended for survey control.
 NZ0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0518.See file dsdata.txt to determine how the superseded data were derived.
 NZ0518
 NZ0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM827964(NAD 83)
 NZ0518_MARKER: DB = BENCH MARK DISK
 NZ0518_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NZ0518_SP_SET: HEADWALL
 NZ0518_STAMPING: D 550 1954
 NZ0518_MARK LOGO: CGS   
 NZ0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0518+STABILITY: SURFACE MOTION
 NZ0518
 NZ0518  HISTORY     - Date     Condition        Report By
 NZ0518  HISTORY     - 1954     MONUMENTED       CGS
 NZ0518  HISTORY     - 1987     GOOD             NGS
 NZ0518
 NZ0518                          STATION DESCRIPTION
 NZ0518
 NZ0518'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NZ0518'2.3 MI SW FROM ROGUE RIVER.
 NZ0518'2.3 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM A
 NZ0518'SMALL MAIL BUILDING (FORNER STATION) AT ROGUE RIVER, ABOUT 0.4 MILE
 NZ0518'WEST OF MILEPOLE 467, AT A 24-INCH CONCRETE PIPE CULVERT, IN THE TOP
 NZ0518'OF THE CENTER OF THE NORTH CONCRETE HEAD WALL, 11.7 FEET NORTH OF THE
 NZ0518'NORTH RAIL, AND ABOUT 2 FEET LOWER THAN THE TRACK.
 NZ0518
 NZ0518                          STATION RECOVERY (1987)
 NZ0518
 NZ0518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 NZ0518'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  3.9 KM
 NZ0518'(2.40 MI) WESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 NZ0518'JUNCTION OF DEPOE STREET IN ROGUE RIVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0398 ***********************************************************************
 NZ0398  DESIGNATION -  D 551
 NZ0398  PID         -  NZ0398
 NZ0398  STATE/COUNTY-  OR/JOSEPHINE
 NZ0398  USGS QUAD   -  GLENDALE (1986)
 NZ0398
 NZ0398                         *CURRENT SURVEY CONTROL
 NZ0398  ___________________________________________________________________
 NZ0398* NAD 83(1986)-  42 41 45.     (N)    123 24 41.     (W)     SCALED    
 NZ0398* NAVD 88     -       380.236  (meters)    1247.49   (feet)  ADJUSTED  
 NZ0398  ___________________________________________________________________
 NZ0398  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 NZ0398  DYNAMIC HT  -         380.116 (meters)    1247.10  (feet)  COMP
 NZ0398  MODELED GRAV-     980,294.2   (mgal)                       NAVD 88
 NZ0398
 NZ0398  VERT ORDER  -  FIRST     CLASS II
 NZ0398
 NZ0398.The horizontal coordinates were scaled from a topographic map and have
 NZ0398.an estimated accuracy of +/- 6 seconds.
 NZ0398
 NZ0398.The orthometric height was determined by differential leveling
 NZ0398.and adjusted in June 1991.
 NZ0398
 NZ0398.The geoid height was determined by GEOID03.
 NZ0398
 NZ0398.The dynamic height is computed by dividing the NAVD 88
 NZ0398.geopotential number by the normal gravity value computed on the
 NZ0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0398.degrees latitude (g = 980.6199 gals.).
 NZ0398
 NZ0398.The modeled gravity was interpolated from observed gravity values.
 NZ0398
 NZ0398;                    North         East    Units  Estimated Accuracy
 NZ0398;SPC OR S     -   118,470.    1,261,500.      MT  (+/- 180 meters Scaled)
 NZ0398
 NZ0398                          SUPERSEDED SURVEY CONTROL
 NZ0398
 NZ0398  NGVD 29 (??/??/92)  379.215  (m)         1244.14   (f) ADJ UNCH    1 2
 NZ0398
 NZ0398.Superseded values are not recommended for survey control.
 NZ0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0398.See file dsdata.txt to determine how the superseded data were derived.
 NZ0398
 NZ0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN663271(NAD 83)
 NZ0398_MARKER: DB = BENCH MARK DISK
 NZ0398_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NZ0398_SP_SET: HEADWALL
 NZ0398_STAMPING: D 551 1954
 NZ0398_MARK LOGO: CGS   
 NZ0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0398+STABILITY: SURFACE MOTION
 NZ0398
 NZ0398  HISTORY     - Date     Condition        Report By
 NZ0398  HISTORY     - 1954     MONUMENTED       CGS
 NZ0398  HISTORY     - 1980     GOOD             LOCSUR
 NZ0398  HISTORY     - 1987     GOOD             NGS
 NZ0398
 NZ0398                          STATION DESCRIPTION
 NZ0398
 NZ0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NZ0398'1.0 MI W FROM WOLF CREEK.
 NZ0398'1.0 MILE WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 NZ0398'STATION AT WOLF CREEK, ABOUT 200 FEET WEST OF AND ACROSS THE TRACK
 NZ0398'FROM MILEPOLE 501, AT 36-INCH CONCRETE PIPE CULVERT 500.98, IN THE TOP
 NZ0398'OF THE WEST END OF THE NORTH CONCRETE HEAD WALL, 16.1 FEET NORTH OF
 NZ0398'THE NORTH RAIL, AND ABOUT 3 FEET LOWER THAN THE TRACK.
 NZ0398
 NZ0398                          STATION RECOVERY (1980)
 NZ0398
 NZ0398'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 NZ0398'RECOVERED IN GOOD CONDITION.
 NZ0398
 NZ0398                          STATION RECOVERY (1987)
 NZ0398
 NZ0398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 NZ0398'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  8.6 KM
 NZ0398'(5.35 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 5 FROM THE JUNCTION OF
 NZ0398'LARIAT DRIVE IN SUNNY VALLEY, THENCE 2.1 KM (1.30 MI) SOUTHWESTERLY
 NZ0398'ALONG THE SOUTHERN PACIFIC RAILROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0783 ***********************************************************************
 NZ0783  DESIGNATION -  D 552
 NZ0783  PID         -  NZ0783
 NZ0783  STATE/COUNTY-  OR/DOUGLAS
 NZ0783  USGS QUAD   -  RABBIT MOUNTAIN (1990)
 NZ0783
 NZ0783                         *CURRENT SURVEY CONTROL
 NZ0783  ___________________________________________________________________
 NZ0783* NAD 83(1986)-  42 48 25.     (N)    123 35 41.     (W)     SCALED    
 NZ0783* NAVD 88     -       319.775  (meters)    1049.13   (feet)  ADJUSTED  
 NZ0783  ___________________________________________________________________
 NZ0783  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 NZ0783  DYNAMIC HT  -         319.673 (meters)    1048.79  (feet)  COMP
 NZ0783  MODELED GRAV-     980,292.7   (mgal)                       NAVD 88
 NZ0783
 NZ0783  VERT ORDER  -  FIRST     CLASS II
 NZ0783
 NZ0783.The horizontal coordinates were scaled from a topographic map and have
 NZ0783.an estimated accuracy of +/- 6 seconds.
 NZ0783
 NZ0783.The orthometric height was determined by differential leveling
 NZ0783.and adjusted in June 1991.
 NZ0783
 NZ0783.The geoid height was determined by GEOID03.
 NZ0783
 NZ0783.The dynamic height is computed by dividing the NAVD 88
 NZ0783.geopotential number by the normal gravity value computed on the
 NZ0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0783.degrees latitude (g = 980.6199 gals.).
 NZ0783
 NZ0783.The modeled gravity was interpolated from observed gravity values.
 NZ0783
 NZ0783;                    North         East    Units  Estimated Accuracy
 NZ0783;SPC OR S     -   131,340.    1,246,940.      MT  (+/- 180 meters Scaled)
 NZ0783
 NZ0783                          SUPERSEDED SURVEY CONTROL
 NZ0783
 NZ0783  NGVD 29 (??/??/92)  318.737  (m)         1045.72   (f) ADJ UNCH    1 2
 NZ0783
 NZ0783.Superseded values are not recommended for survey control.
 NZ0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0783.See file dsdata.txt to determine how the superseded data were derived.
 NZ0783
 NZ0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN513395(NAD 83)
 NZ0783_MARKER: DB = BENCH MARK DISK
 NZ0783_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NZ0783_SP_SET: CULVERT
 NZ0783_STAMPING: D 552 1954
 NZ0783_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0783
 NZ0783  HISTORY     - Date     Condition        Report By
 NZ0783  HISTORY     - 1954     MONUMENTED       CGS
 NZ0783
 NZ0783                          STATION DESCRIPTION
 NZ0783
 NZ0783'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NZ0783'0.6 MI SE FROM WEST FORK.
 NZ0783'0.6 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 NZ0783'STEEL BRIDGE 521.4 OVER WEST FORK COW CREEK AT WEST FORK, ABOUT 0.2
 NZ0783'MILE SOUTH OF THE SOUTHEAST END OF TUNNEL 2, AT 1-BY 3-FOOT BOX
 NZ0783'CULVERT 520.78, IN THE TOP OF THE SOUTHEAST CONCRETE HEAD WALL, 6.2
 NZ0783'FEET SOUTHWEST OF THE NORTHEAST END OF THE HEAD WALL, 4.8 FEET
 NZ0783'SOUTHEAST OF THE SOUTHEAST RAIL, AND ABOUT 1/2 FOOT LOWER THAN THE
 NZ0783'TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0518 ***********************************************************************
 NY0518  DESIGNATION -  D 553
 NY0518  PID         -  NY0518
 NY0518  STATE/COUNTY-  OR/KLAMATH
 NY0518  USGS QUAD   -  FORT KLAMATH (1985)
 NY0518
 NY0518                         *CURRENT SURVEY CONTROL
 NY0518  ___________________________________________________________________
 NY0518* NAD 83(1986)-  42 40 49.     (N)    121 58 22.     (W)     SCALED    
 NY0518* NAVD 88     -      1270.563  (meters)    4168.51   (feet)  ADJUSTED  
 NY0518  ___________________________________________________________________
 NY0518  GEOID HEIGHT-         -22.35  (meters)                     GEOID03
 NY0518  DYNAMIC HT  -        1269.831 (meters)    4166.10  (feet)  COMP
 NY0518  MODELED GRAV-     980,000.4   (mgal)                       NAVD 88
 NY0518
 NY0518  VERT ORDER  -  FIRST     CLASS II
 NY0518
 NY0518.The horizontal coordinates were scaled from a topographic map and have
 NY0518.an estimated accuracy of +/- 6 seconds.
 NY0518
 NY0518.The orthometric height was determined by differential leveling
 NY0518.and adjusted in June 1991.
 NY0518
 NY0518.The geoid height was determined by GEOID03.
 NY0518
 NY0518.The dynamic height is computed by dividing the NAVD 88
 NY0518.geopotential number by the normal gravity value computed on the
 NY0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0518.degrees latitude (g = 980.6199 gals.).
 NY0518
 NY0518.The modeled gravity was interpolated from observed gravity values.
 NY0518
 NY0518;                    North         East    Units  Estimated Accuracy
 NY0518;SPC OR S     -   113,660.    1,379,300.      MT  (+/- 180 meters Scaled)
 NY0518
 NY0518                          SUPERSEDED SURVEY CONTROL
 NY0518
 NY0518  NGVD 29 (??/??/92) 1269.418  (m)         4164.75   (f) ADJ UNCH    1 2
 NY0518
 NY0518.Superseded values are not recommended for survey control.
 NY0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0518.See file dsdata.txt to determine how the superseded data were derived.
 NY0518
 NY0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN841258(NAD 83)
 NY0518_MARKER: DB = BENCH MARK DISK
 NY0518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0518_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NY0518_STAMPING: D 553 1954
 NY0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0518+STABILITY: SURFACE MOTION
 NY0518_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NY0518+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2003
 NY0518
 NY0518  HISTORY     - Date     Condition        Report By
 NY0518  HISTORY     - 1954     MONUMENTED       CGS
 NY0518  HISTORY     - 1982     MARK NOT FOUND   USGS
 NY0518  HISTORY     - 19880701 MARK NOT FOUND   NGS
 NY0518  HISTORY     - 20030922 GOOD             ORDT
 NY0518
 NY0518                          STATION DESCRIPTION
 NY0518
 NY0518'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NY0518'2.4 MI SE FROM FORT KLAMATH.
 NY0518'2.4 MILES SOUTHEAST ALONG STATE HIGHWAY 62 FROM THE POST OFFICE AT
 NY0518'FORT KLAMATH, ABOUT 70 YARDS SOUTHEAST OF THE FORT CREEK CROSSING, AT
 NY0518'THE T JUNCTION OF A ROAD LEADING NORTHEAST, ON THE NORTHWEST CORNER OF
 NY0518'THE STATE HIGHWAY COMMISSION PROPERTY, 66 FEET NORTHEAST OF THE CENTER
 NY0518'LINE OF THE HIGHWAY, 32 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD,
 NY0518'16 FEET NORTHEAST OF A CORNER FENCE POST, 9 1/2 FEET NORTH OF THE
 NY0518'NORTHWEST ONE OF A ROW OF FOUR 30-INCH PINE TREES, 1.7 FEET SOUTHEAST
 NY0518'OF A NORTHWEST FENCE, 1.8 FEET SOUTHWEST OF A WITNESS POST, ABOUT 2
 NY0518'FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 NY0518'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 NY0518
 NY0518                          STATION RECOVERY (1982)
 NY0518
 NY0518'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 NY0518'MARK NOT FOUND.
 NY0518
 NY0518                          STATION RECOVERY (1988)
 NY0518
 NY0518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 NY0518'MARK NOT FOUND.
 NY0518
 NY0518                          STATION RECOVERY (2003)
 NY0518
 NY0518'RECOVERY NOTE BY OREGON DEPARTMENT OF TRANSPORTATION 2003 (MH)
 NY0518'COAST AND GEODETIC DESCRIPTION OF 1954 ADEQUATE EXCEPT
 NY0518'WITNESS POST GONE.  ALL REFERENCED FENCES GONE.  STATE HIGHWAY
 NY0518'COMMISSION PROPERTY IS NOW A PRIVATE RESIDENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0333 ***********************************************************************
 PC0333  DESIGNATION -  D 554
 PC0333  PID         -  PC0333
 PC0333  STATE/COUNTY-  OR/DOUGLAS
 PC0333  USGS QUAD   -  WINSTON (1987)
 PC0333
 PC0333                         *CURRENT SURVEY CONTROL
 PC0333  ___________________________________________________________________
 PC0333* NAD 83(1986)-  43 05 15.     (N)    123 23 03.     (W)     SCALED    
 PC0333* NAVD 88     -       172.342  (meters)     565.43   (feet)  ADJUSTED  
 PC0333  ___________________________________________________________________
 PC0333  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 PC0333  DYNAMIC HT  -         172.301 (meters)     565.29  (feet)  COMP
 PC0333  MODELED GRAV-     980,378.2   (mgal)                       NAVD 88
 PC0333
 PC0333  VERT ORDER  -  FIRST     CLASS II
 PC0333
 PC0333.The horizontal coordinates were scaled from a topographic map and have
 PC0333.an estimated accuracy of +/- 6 seconds.
 PC0333
 PC0333.The orthometric height was determined by differential leveling
 PC0333.and adjusted in June 1991.
 PC0333
 PC0333.The geoid height was determined by GEOID03.
 PC0333
 PC0333.The dynamic height is computed by dividing the NAVD 88
 PC0333.geopotential number by the normal gravity value computed on the
 PC0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0333.degrees latitude (g = 980.6199 gals.).
 PC0333
 PC0333.The modeled gravity was interpolated from observed gravity values.
 PC0333
 PC0333;                    North         East    Units  Estimated Accuracy
 PC0333;SPC OR S     -   161,870.    1,265,230.      MT  (+/- 180 meters Scaled)
 PC0333
 PC0333                          SUPERSEDED SURVEY CONTROL
 PC0333
 PC0333  NGVD 29 (??/??/92)  171.289  (m)          561.97   (f) ADJ UNCH    1 2
 PC0333
 PC0333.Superseded values are not recommended for survey control.
 PC0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0333.See file dsdata.txt to determine how the superseded data were derived.
 PC0333
 PC0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN687706(NAD 83)
 PC0333_MARKER: DB = BENCH MARK DISK
 PC0333_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PC0333_SP_SET: CULVERT
 PC0333_STAMPING: D 554 1954
 PC0333_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PC0333
 PC0333  HISTORY     - Date     Condition        Report By
 PC0333  HISTORY     - 1954     MONUMENTED       CGS
 PC0333
 PC0333                          STATION DESCRIPTION
 PC0333
 PC0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 PC0333'5.1 MI SE FROM WINSTON.
 PC0333'1.8 MILES SOUTHWEST ALONG U. S. HIGHWAY 99 FROM THE Y JUNCTION OF
 PC0333'STATE HIGHWAY 42 AT WINSTON, THENCE 3.3 MILES SOUTHEAST ALONG THE
 PC0333'SOUTHERN PACIFIC COMPANY RAILROAD, AT 10-INCH CORRUGATED METAL PIPE
 PC0333'CULVERT 558.76, IN THE TOP OF THE CENTER OF THE WEST CONCRETE HEAD
 PC0333'WALL, 6.4 FEET WEST OF THE WEST RAIL, AND ABOUT 1 FOOT LOWER THAN THE
 PC0333'TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH0862 ***********************************************************************
 OH0862  DESIGNATION -  D 561
 OH0862  PID         -  OH0862
 OH0862  STATE/COUNTY-  OR/MALHEUR
 OH0862  USGS QUAD   -  NYSSA (1965)
 OH0862
 OH0862                         *CURRENT SURVEY CONTROL
 OH0862  ___________________________________________________________________
 OH0862* NAD 83(1986)-  43 52 36.     (N)    116 59 06.     (W)     SCALED    
 OH0862* NAVD 88     -       666.93   (meters)    2188.1    (feet)  RESET     
 OH0862  ___________________________________________________________________
 OH0862  GEOID HEIGHT-         -17.86  (meters)                     GEOID03
 OH0862  VERT ORDER  -  THIRD
 OH0862
 OH0862.The horizontal coordinates were scaled from a topographic map and have
 OH0862.an estimated accuracy of +/- 6 seconds.
 OH0862
 OH0862.The orthometric height was computed from unverified reset data.
 OH0862
 OH0862.The geoid height was determined by GEOID03.
 OH0862
 OH0862;                    North         East    Units  Estimated Accuracy
 OH0862;SPC OR S     -   251,430.    1,782,420.      MT  (+/- 180 meters Scaled)
 OH0862
 OH0862                          SUPERSEDED SURVEY CONTROL
 OH0862
 OH0862.No superseded survey control is available for this station.
 OH0862
 OH0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ012581(NAD 83)
 OH0862_MARKER: DD = SURVEY DISK
 OH0862_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OH0862_SP_SET: BRIDGE
 OH0862_STAMPING: D 561 1957
 OH0862_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OH0862
 OH0862  HISTORY     - Date     Condition        Report By
 OH0862  HISTORY     - 1957     MONUMENTED       ORDT
 OH0862
 OH0862                          STATION DESCRIPTION
 OH0862
 OH0862'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1957
 OH0862'0.5 MI E FROM NYSSA.
 OH0862'AT NYSSA, MALHEUR COUNTY, IN THE EAST PART OF TOWN, IN THE SIDEWALK OF
 OH0862'THE SNAKE RIVER BRIDGE, AND 42 FEET EAST OF THE NORTHWEST CORNER OF
 OH0862'THE BRIDGE.  AN OREGON STATE HIGHWAY DEPARTMENT STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1991 ***********************************************************************
 RC1991  DESIGNATION -  D 568
 RC1991  PID         -  RC1991
 RC1991  STATE/COUNTY-  OR/SHERMAN
 RC1991  USGS QUAD   -  ROSEBUSH (1970)
 RC1991
 RC1991                         *CURRENT SURVEY CONTROL
 RC1991  ___________________________________________________________________
 RC1991* NAD 83(1986)-  45 15 10.     (N)    120 43 47.     (W)     SCALED    
 RC1991* NAVD 88     -       721.639  (meters)    2367.58   (feet)  ADJUSTED  
 RC1991  ___________________________________________________________________
 RC1991  GEOID HEIGHT-         -20.91  (meters)                     GEOID03
 RC1991  DYNAMIC HT  -         721.514 (meters)    2367.17  (feet)  COMP
 RC1991  MODELED GRAV-     980,420.2   (mgal)                       NAVD 88
 RC1991
 RC1991  VERT ORDER  -  FIRST     CLASS II
 RC1991
 RC1991.The horizontal coordinates were scaled from a topographic map and have
 RC1991.an estimated accuracy of +/- 6 seconds.
 RC1991
 RC1991.The orthometric height was determined by differential leveling
 RC1991.and adjusted in June 1991.
 RC1991
 RC1991.The geoid height was determined by GEOID03.
 RC1991
 RC1991.The dynamic height is computed by dividing the NAVD 88
 RC1991.geopotential number by the normal gravity value computed on the
 RC1991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1991.degrees latitude (g = 980.6199 gals.).
 RC1991
 RC1991.The modeled gravity was interpolated from observed gravity values.
 RC1991
 RC1991;                    North         East    Units  Estimated Accuracy
 RC1991;SPC OR N     -   176,280.    2,481,970.      MT  (+/- 180 meters Scaled)
 RC1991
 RC1991                          SUPERSEDED SURVEY CONTROL
 RC1991
 RC1991.No superseded survey control is available for this station.
 RC1991
 RC1991_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR781135(NAD 83)
 RC1991_MARKER: DD = SURVEY DISK
 RC1991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC1991_SP_SET: CONCRETE POST
 RC1991_STAMPING: D 568 1960
 RC1991_MARK LOGO: ORDT  
 RC1991_PROJECTION: FLUSH
 RC1991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1991+STABILITY: SURFACE MOTION
 RC1991
 RC1991  HISTORY     - Date     Condition        Report By
 RC1991  HISTORY     - 1960     MONUMENTED       ORDT
 RC1991  HISTORY     - 1987     GOOD             NGS
 RC1991
 RC1991                          STATION DESCRIPTION
 RC1991
 RC1991'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 RC1991'7.2 KM (4.45 MI) NORTH FROM KENT.
 RC1991'0.27 KM (0.15 MI) WEST ALONG A ROAD FROM THE POST OFFICE IN KENT,
 RC1991'THENCE 7.2 KM (4.45 MI) NORTH ALONG US HIGHWAY 97, 14.47 M (47.5 FT)
 RC1991'NORTHEAST OF THE HIGHWAY CENTERLINE, 1.21 M (4.0 FT) WEST OF A FENCE,
 RC1991'0.91 M (3.0 FT) NORTH OF A SIGN--CONTROLLED ACCESS SECTION, 0.45 M
 RC1991'(1.5 FT) SOUTHWEST OF A FENCE.
 RC1991'THE MARK IS 0.39 METERS  E FROM  A WITNESS POST
 RC1991'THE MARK IS 0.30 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0562 ***********************************************************************
 NZ0562  DESIGNATION -  D 57
 NZ0562  PID         -  NZ0562
 NZ0562  STATE/COUNTY-  OR/JOSEPHINE
 NZ0562  USGS QUAD   -  CAVE JUNCTION (1989)
 NZ0562
 NZ0562                         *CURRENT SURVEY CONTROL
 NZ0562  ___________________________________________________________________
 NZ0562* NAD 83(1986)-  42 12 08.     (N)    123 38 47.     (W)     SCALED    
 NZ0562* NAVD 88     -       383.966  (meters)    1259.73   (feet)  ADJUSTED  
 NZ0562  ___________________________________________________________________
 NZ0562  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 NZ0562  DYNAMIC HT  -         383.816 (meters)    1259.24  (feet)  COMP
 NZ0562  MODELED GRAV-     980,219.2   (mgal)                       NAVD 88
 NZ0562
 NZ0562  VERT ORDER  -  FIRST     CLASS II
 NZ0562
 NZ0562.The horizontal coordinates were scaled from a topographic map and have
 NZ0562.an estimated accuracy of +/- 6 seconds.
 NZ0562
 NZ0562.The orthometric height was determined by differential leveling
 NZ0562.and adjusted in June 1991.
 NZ0562
 NZ0562.The geoid height was determined by GEOID03.
 NZ0562
 NZ0562.The dynamic height is computed by dividing the NAVD 88
 NZ0562.geopotential number by the normal gravity value computed on the
 NZ0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0562.degrees latitude (g = 980.6199 gals.).
 NZ0562
 NZ0562.The modeled gravity was interpolated from observed gravity values.
 NZ0562
 NZ0562;                    North         East    Units  Estimated Accuracy
 NZ0562;SPC OR S     -    64,370.    1,240,200.      MT  (+/- 180 meters Scaled)
 NZ0562
 NZ0562                          SUPERSEDED SURVEY CONTROL
 NZ0562
 NZ0562  NGVD 29 (??/??/92)  382.989  (m)         1256.52   (f) ADJ UNCH    1 2
 NZ0562
 NZ0562.Superseded values are not recommended for survey control.
 NZ0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0562.See file dsdata.txt to determine how the superseded data were derived.
 NZ0562
 NZ0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM466724(NAD 83)
 NZ0562_MARKER: DD = SURVEY DISK
 NZ0562_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NZ0562_SP_SET: CULVERT
 NZ0562_STAMPING: 1255.765 D 57 1930
 NZ0562_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0562
 NZ0562  HISTORY     - Date     Condition        Report By
 NZ0562  HISTORY     - 1930     MONUMENTED       ORDT
 NZ0562  HISTORY     - 1934     GOOD             NGS
 NZ0562  HISTORY     - 1961     GOOD             NGS
 NZ0562
 NZ0562                          STATION DESCRIPTION
 NZ0562
 NZ0562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NZ0562'0.3 MI N FROM KERBY.
 NZ0562'0.3 MILE NORTH ALONG THE REDWOOD HIGHWAY FROM KERBY, JOSEPHINE COUNTY,
 NZ0562'OPPOSITE THE CITY LIMIT SIGN.  ON THE SOUTH AND OF THE EAST HEADWALL
 NZ0562'OF A CONCRETE BOX CULVERT.  AN OREGON STATE HIGHWAY DEPARTMENT
 NZ0562'STANDARD DISK STAMPED 1255.765 D 57 1930.
 NZ0562
 NZ0562                          STATION RECOVERY (1961)
 NZ0562
 NZ0562'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 NZ0562'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0501 ***********************************************************************
 OA0501  DESIGNATION -  D 58
 OA0501  PID         -  OA0501
 OA0501  STATE/COUNTY-  OR/COOS
 OA0501  USGS QUAD   -  NORTH BEND (1971)
 OA0501
 OA0501                         *CURRENT SURVEY CONTROL
 OA0501  ___________________________________________________________________
 OA0501* NAD 83(1986)-  43 24 24.     (N)    124 13 33.     (W)     SCALED    
 OA0501* NAVD 88     -        20.543  (meters)      67.40   (feet)  ADJUSTED  
 OA0501  ___________________________________________________________________
 OA0501  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 OA0501  DYNAMIC HT  -          20.540 (meters)      67.39  (feet)  COMP
 OA0501  MODELED GRAV-     980,481.4   (mgal)                       NAVD 88
 OA0501
 OA0501  VERT ORDER  -  FIRST     CLASS II
 OA0501
 OA0501.The horizontal coordinates were scaled from a topographic map and have
 OA0501.an estimated accuracy of +/- 6 seconds.
 OA0501
 OA0501.The orthometric height was determined by differential leveling
 OA0501.and adjusted in June 1991.
 OA0501
 OA0501.The geoid height was determined by GEOID03.
 OA0501
 OA0501.The dynamic height is computed by dividing the NAVD 88
 OA0501.geopotential number by the normal gravity value computed on the
 OA0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0501.degrees latitude (g = 980.6199 gals.).
 OA0501
 OA0501.The modeled gravity was interpolated from observed gravity values.
 OA0501
 OA0501;                    North         East    Units  Estimated Accuracy
 OA0501;SPC OR S     -   200,000.    1,198,330.      MT  (+/- 180 meters Scaled)
 OA0501
 OA0501                          SUPERSEDED SURVEY CONTROL
 OA0501
 OA0501  NGVD 29 (??/??/92)   19.440  (m)           63.78   (f) ADJ UNCH    1 2
 OA0501
 OA0501.Superseded values are not recommended for survey control.
 OA0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0501.See file dsdata.txt to determine how the superseded data were derived.
 OA0501
 OA0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP007067(NAD 83)
 OA0501_MARKER: DB = BENCH MARK DISK
 OA0501_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 OA0501_SP_SET: FOUNDATION WALL
 OA0501_STAMPING: D 58 1931
 OA0501_MARK LOGO: CGS   
 OA0501_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OA0501+STABILITY: POSITION/ELEVATION WELL
 OA0501_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OA0501+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2006
 OA0501
 OA0501  HISTORY     - Date     Condition        Report By
 OA0501  HISTORY     - 1931     MONUMENTED       CGS
 OA0501  HISTORY     - 1964     GOOD             NGS
 OA0501  HISTORY     - 1984     GOOD             USPSQD
 OA0501  HISTORY     - 1987     GOOD             NGS
 OA0501  HISTORY     - 1988     GOOD             USPSQD
 OA0501  HISTORY     - 1988     GOOD             USPSQD
 OA0501  HISTORY     - 19940624 GOOD             USPSQD
 OA0501  HISTORY     - 20000204 GOOD             USPSQD
 OA0501  HISTORY     - 20011102 GOOD             USPSQD
 OA0501  HISTORY     - 20050408 GOOD             USPSQD
 OA0501  HISTORY     - 20060508 GOOD             USPSQD
 OA0501
 OA0501                          STATION DESCRIPTION
 OA0501
 OA0501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 OA0501'IN NORTH BEND.
 OA0501'AT NORTH BEND, COOS COUNTY, AT THE NORTHEAST CORNER OF THE
 OA0501'INTERSECTION OF VIRGINIA AND MCPHERSON AVENUES, IN THE SOUTH FACE OF
 OA0501'KEIZER BROS. HOSPITAL, 6 INCHES EAST OF THE SOUTHWEST CORNER, AND
 OA0501'ABOUT 4.5 FEET ABOVE THE SIDEWALK.  A STANDARD DISK, STAMPED D 58 1931
 OA0501'AND SET VERTICALLY.
 OA0501
 OA0501                          STATION RECOVERY (1984)
 OA0501
 OA0501'RECOVERY NOTE BY US POWER SQUADRON 1984
 OA0501'RECOVERED IN GOOD CONDITION.
 OA0501
 OA0501                          STATION RECOVERY (1987)
 OA0501
 OA0501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 OA0501'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.
 OA0501'CHANCE--KAIZER BROS. HOSPITAL TO THE COOS COUNTY COURTHOUSE ANNEX.
 OA0501'ADD--AT 1975 MCPHERSON AVENUE.
 OA0501'THE MARK IS 1.4 M ABOVE THE SIDEWALK.
 OA0501
 OA0501                          STATION RECOVERY (1988)
 OA0501
 OA0501'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 OA0501'RECOVERED IN GOOD CONDITION.
 OA0501
 OA0501                          STATION RECOVERY (1988)
 OA0501
 OA0501'RECOVERY NOTE BY US POWER SQUADRON 1988 (MW)
 OA0501'RECOVERED IN GOOD CONDITION.
 OA0501
 OA0501                          STATION RECOVERY (1994)
 OA0501
 OA0501'RECOVERY NOTE BY US POWER SQUADRON 1994
 OA0501'RECOVERED IN GOOD CONDITION.
 OA0501
 OA0501                          STATION RECOVERY (2000)
 OA0501
 OA0501'RECOVERY NOTE BY US POWER SQUADRON 2000
 OA0501'RECOVERED IN GOOD CONDITION.
 OA0501
 OA0501                          STATION RECOVERY (2001)
 OA0501
 OA0501'RECOVERY NOTE BY US POWER SQUADRON 2001 (AES)
 OA0501'RECOVERED IN GOOD CONDITION.
 OA0501
 OA0501                          STATION RECOVERY (2005)
 OA0501
 OA0501'RECOVERY NOTE BY US POWER SQUADRON 2005 (SAO)
 OA0501'PAINTED OVER BUT READABLE.
 OA0501
 OA0501                          STATION RECOVERY (2006)
 OA0501
 OA0501'RECOVERY NOTE BY US POWER SQUADRON 2006 (AES)
 OA0501'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0152 ***********************************************************************
 NW0152  DESIGNATION -  D 588
 NW0152  PID         -  NW0152
 NW0152  STATE/COUNTY-  OR/MALHEUR
 NW0152  USGS QUAD   -  THREE FORKS (1980)
 NW0152
 NW0152                         *CURRENT SURVEY CONTROL
 NW0152  ___________________________________________________________________
 NW0152* NAD 83(1986)-  42 34 26.     (N)    117 07 53.     (W)     SCALED    
 NW0152* NAVD 88     -      1470.339  (meters)    4823.94   (feet)  ADJUSTED  
 NW0152  ___________________________________________________________________
 NW0152  GEOID HEIGHT-         -17.36  (meters)                     GEOID03
 NW0152  DYNAMIC HT  -        1469.440 (meters)    4820.99  (feet)  COMP
 NW0152  MODELED GRAV-     979,958.1   (mgal)                       NAVD 88
 NW0152
 NW0152  VERT ORDER  -  SECOND    CLASS 0
 NW0152
 NW0152.The horizontal coordinates were scaled from a topographic map and have
 NW0152.an estimated accuracy of +/- 6 seconds.
 NW0152
 NW0152.The orthometric height was determined by differential leveling
 NW0152.and adjusted in June 1991.
 NW0152
 NW0152.The geoid height was determined by GEOID03.
 NW0152
 NW0152.The dynamic height is computed by dividing the NAVD 88
 NW0152.geopotential number by the normal gravity value computed on the
 NW0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0152.degrees latitude (g = 980.6199 gals.).
 NW0152
 NW0152.The modeled gravity was interpolated from observed gravity values.
 NW0152
 NW0152;                    North         East    Units  Estimated Accuracy
 NW0152;SPC OR S     -   106,340.    1,776,480.      MT  (+/- 180 meters Scaled)
 NW0152
 NW0152                          SUPERSEDED SURVEY CONTROL
 NW0152
 NW0152  NGVD 29 (??/??/92) 1469.231  (m)         4820.30   (f) ADJ UNCH    2 0
 NW0152
 NW0152.Superseded values are not recommended for survey control.
 NW0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0152.See file dsdata.txt to determine how the superseded data were derived.
 NW0152
 NW0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH892135(NAD 83)
 NW0152_MARKER: DB = BENCH MARK DISK
 NW0152_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NW0152_SP_SET: FOUNDATION
 NW0152_STAMPING: D 588 1963
 NW0152_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0152
 NW0152  HISTORY     - Date     Condition        Report By
 NW0152  HISTORY     - 1963     MONUMENTED       CGS
 NW0152  HISTORY     - 1975     MARK NOT FOUND   NGS
 NW0152
 NW0152                          STATION DESCRIPTION
 NW0152
 NW0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 NW0152'33.7 MI S FROM JORDAN VALLEY.
 NW0152'22.6 MILES SOUTH ALONG A GRAVELED ROAD FROM THE JORDAN VALLEY HOTEL AT
 NW0152'JORDAN VALLEY, THENCE 11.1 MILES SOUTHWEST ALONG A DIRT ROAD, 5 1/2
 NW0152'FEET NORTH OF THE CENTER LINE OF THE ROAD, IN THE TOP OF THE NORTHEAST
 NW0152'CORNER OF THE CONCRETE FOUNDATION OF A CATTLEGUARD, AND ABOUT 1/2 FOOT
 NW0152'LOWER THAN THE ROAD.  NOTE-- CONCRETE FOUNDATION OF CATTLEGUARD HAS
 NW0152'BEEN REMOVED AS MAIN ROAD HAS CHANGED.
 NW0152
 NW0152                          STATION RECOVERY (1975)
 NW0152
 NW0152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 NW0152'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0170 ***********************************************************************
 NW0170  DESIGNATION -  D 589
 NW0170  PID         -  NW0170
 NW0170  STATE/COUNTY-  OR/MALHEUR
 NW0170  USGS QUAD   -  JORDAN VALLEY (1969)
 NW0170
 NW0170                         *CURRENT SURVEY CONTROL
 NW0170  ___________________________________________________________________
 NW0170* NAD 83(1986)-  42 58 41.     (N)    117 03 56.     (W)     SCALED    
 NW0170* NAVD 88     -      1338.417  (meters)    4391.12   (feet)  ADJUSTED  
 NW0170  ___________________________________________________________________
 NW0170  GEOID HEIGHT-         -16.99  (meters)                     GEOID03
 NW0170  DYNAMIC HT  -        1337.703 (meters)    4388.78  (feet)  COMP
 NW0170  MODELED GRAV-     980,039.6   (mgal)                       NAVD 88
 NW0170
 NW0170  VERT ORDER  -  SECOND    CLASS 0
 NW0170
 NW0170.The horizontal coordinates were scaled from a topographic map and have
 NW0170.an estimated accuracy of +/- 6 seconds.
 NW0170
 NW0170.The orthometric height was determined by differential leveling
 NW0170.and adjusted in June 1991.
 NW0170
 NW0170.The geoid height was determined by GEOID03.
 NW0170
 NW0170.The dynamic height is computed by dividing the NAVD 88
 NW0170.geopotential number by the normal gravity value computed on the
 NW0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0170.degrees latitude (g = 980.6199 gals.).
 NW0170
 NW0170.The modeled gravity was interpolated from observed gravity values.
 NW0170
 NW0170;                    North         East    Units  Estimated Accuracy
 NW0170;SPC OR S     -   151,420.    1,780,040.      MT  (+/- 180 meters Scaled)
 NW0170
 NW0170                          SUPERSEDED SURVEY CONTROL
 NW0170
 NW0170  NGVD 29 (??/??/92) 1337.361  (m)         4387.66   (f) ADJ UNCH    2 0
 NW0170
 NW0170.Superseded values are not recommended for survey control.
 NW0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0170.See file dsdata.txt to determine how the superseded data were derived.
 NW0170
 NW0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH946583(NAD 83)
 NW0170_MARKER: DB = BENCH MARK DISK
 NW0170_SETTING: 80 = SET IN A BOULDER
 NW0170_SP_SET: BOULDER
 NW0170_STAMPING: D 589 1963
 NW0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NW0170+STABILITY: SURFACE MOTION
 NW0170
 NW0170  HISTORY     - Date     Condition        Report By
 NW0170  HISTORY     - 1963     MONUMENTED       CGS
 NW0170
 NW0170                          STATION DESCRIPTION
 NW0170
 NW0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 NW0170'0.8 MI W FROM JORDAN VALLEY.
 NW0170'0.8 MILE WEST ALONG U.S. HIGHWAY 95 FROM THE JORDAN VALLEY HOTEL AT
 NW0170'JORDAN VALLEY, AT THE SOUTH FOOT OF A MOUNTAIN, 500 FEET NORTH OF THE
 NW0170'CENTER LINE OF THE HIGHWAY, 125 FEET NORTHEAST OF A SMALL APPLE
 NW0170'ORCHARD, IN THE TOP OF A 6 BY 12-FOOT BOULDER, AND ABOUT 5 FEET HIGHER
 NW0170'THAN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0227 ***********************************************************************
 NZ0227  DESIGNATION -  D 59
 NZ0227  PID         -  NZ0227
 NZ0227  STATE/COUNTY-  OR/JACKSON
 NZ0227  USGS QUAD   -  SHADY COVE (1983)
 NZ0227
 NZ0227                         *CURRENT SURVEY CONTROL
 NZ0227  ___________________________________________________________________
 NZ0227* NAD 83(1986)-  42 34 09.     (N)    122 48 52.     (W)     SCALED    
 NZ0227* NAVD 88     -       442.052  (meters)    1450.30   (feet)  ADJUSTED  
 NZ0227  ___________________________________________________________________
 NZ0227  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 NZ0227  DYNAMIC HT  -         441.882 (meters)    1449.74  (feet)  COMP
 NZ0227  MODELED GRAV-     980,223.2   (mgal)                       NAVD 88
 NZ0227
 NZ0227  VERT ORDER  -  SECOND    CLASS 0
 NZ0227
 NZ0227.The horizontal coordinates were scaled from a topographic map and have
 NZ0227.an estimated accuracy of +/- 6 seconds.
 NZ0227
 NZ0227.The orthometric height was determined by differential leveling
 NZ0227.and adjusted in June 1991.
 NZ0227
 NZ0227.The geoid height was determined by GEOID03.
 NZ0227
 NZ0227.The dynamic height is computed by dividing the NAVD 88
 NZ0227.geopotential number by the normal gravity value computed on the
 NZ0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0227.degrees latitude (g = 980.6199 gals.).
 NZ0227
 NZ0227.The modeled gravity was interpolated from observed gravity values.
 NZ0227
 NZ0227;                    North         East    Units  Estimated Accuracy
 NZ0227;SPC OR S     -   102,880.    1,310,000.      MT  (+/- 180 meters Scaled)
 NZ0227
 NZ0227                          SUPERSEDED SURVEY CONTROL
 NZ0227
 NZ0227  NGVD 29 (??/??/92)  441.017  (m)         1446.90   (f) ADJ UNCH    2 0
 NZ0227
 NZ0227.Superseded values are not recommended for survey control.
 NZ0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0227.See file dsdata.txt to determine how the superseded data were derived.
 NZ0227
 NZ0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN152129(NAD 83)
 NZ0227_MARKER: DD = SURVEY DISK
 NZ0227_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NZ0227_STAMPING: D 59 1931
 NZ0227_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0227
 NZ0227  HISTORY     - Date     Condition        Report By
 NZ0227  HISTORY     - UNK      MONUMENTED       ORDT
 NZ0227  HISTORY     - 1931     GOOD             NGS
 NZ0227
 NZ0227                          STATION DESCRIPTION
 NZ0227
 NZ0227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 NZ0227'5.7 MI S FROM TRAIL.
 NZ0227'ABOUT 5.7 MILES SOUTH ALONG THE CRATER LAKE HIGHWAY FROM TRAIL,
 NZ0227'JACKSON COUNTY, ABOUT 3.3 MILES SOUTH OF A BRIDGE OVER ROGUE RIVER, AT
 NZ0227'A 6- BY 6-FOOT CONCRETE CULVERT, AND IN THE SOUTH END OF THE EAST HEAD
 NZ0227'WALL.  AN OREGON STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED D 59
 NZ0227'1931.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0414 ***********************************************************************
 NY0414  DESIGNATION -  D 6
 NY0414  PID         -  NY0414
 NY0414  STATE/COUNTY-  OR/KLAMATH
 NY0414  USGS QUAD   -  HAMAKER MTN (1986)
 NY0414
 NY0414                         *CURRENT SURVEY CONTROL
 NY0414  ___________________________________________________________________
 NY0414* NAD 83(1986)-  42 01 38.     (N)    121 54 09.     (W)     SCALED    
 NY0414* NAVD 88     -      1270.281  (meters)    4167.58   (feet)  ADJUSTED  
 NY0414  ___________________________________________________________________
 NY0414  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 NY0414  DYNAMIC HT  -        1269.487 (meters)    4164.98  (feet)  COMP
 NY0414  MODELED GRAV-     979,953.3   (mgal)                       NAVD 88
 NY0414
 NY0414  VERT ORDER  -  FIRST     CLASS II
 NY0414
 NY0414.The horizontal coordinates were scaled from a topographic map and have
 NY0414.an estimated accuracy of +/- 6 seconds.
 NY0414
 NY0414.The orthometric height was determined by differential leveling
 NY0414.and adjusted in June 1991.
 NY0414
 NY0414.The geoid height was determined by GEOID03.
 NY0414
 NY0414.The dynamic height is computed by dividing the NAVD 88
 NY0414.geopotential number by the normal gravity value computed on the
 NY0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0414.degrees latitude (g = 980.6199 gals.).
 NY0414
 NY0414.The modeled gravity was interpolated from observed gravity values.
 NY0414
 NY0414;                    North         East    Units  Estimated Accuracy
 NY0414;SPC OR S     -    41,030.    1,383,850.      MT  (+/- 180 meters Scaled)
 NY0414
 NY0414                          SUPERSEDED SURVEY CONTROL
 NY0414
 NY0414  NGVD 29 (??/??/92) 1269.155  (m)         4163.89   (f) ADJ UNCH    1 2
 NY0414
 NY0414.Superseded values are not recommended for survey control.
 NY0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0414.See file dsdata.txt to determine how the superseded data were derived.
 NY0414
 NY0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM908533(NAD 83)
 NY0414_MARKER: B = BOLT
 NY0414_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NY0414_SP_SET: CATTLE PASS
 NY0414_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NY0414
 NY0414  HISTORY     - Date     Condition        Report By
 NY0414  HISTORY     - UNK      MONUMENTED       SPRR
 NY0414  HISTORY     - 1954     GOOD             NGS
 NY0414
 NY0414                          STATION DESCRIPTION
 NY0414
 NY0414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NY0414'16.6 MI S FROM KLAMATH FALLS.
 NY0414'16.6 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 NY0414'STATION AT KLAMATH FALLS, 3 1/2 POLES NORTH OF MILEPOLE 413, AT THE
 NY0414'NORTH END OF A LONG FILL, AT BALLAST DECK CATTLE PASS 413.09, IN THE
 NY0414'TOP OF THE SOUTHEAST CORNER, 7 FEET EAST OF THE EAST RAIL, AND ABOUT 1
 NY0414'FOOT LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0036 ***********************************************************************
 NZ0036  DESIGNATION -  D 60
 NZ0036  PID         -  NZ0036
 NZ0036  STATE/COUNTY-  OR/JACKSON
 NZ0036  USGS QUAD   -  UNION CREEK (1989)
 NZ0036
 NZ0036                         *CURRENT SURVEY CONTROL
 NZ0036  ___________________________________________________________________
 NZ0036* NAD 83(1986)-  42 53 54.     (N)    122 26 59.     (W)     SCALED    
 NZ0036* NAVD 88     -      1006.762  (meters)    3303.02   (feet)  ADJUSTED  
 NZ0036  ___________________________________________________________________
 NZ0036  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 NZ0036  DYNAMIC HT  -        1006.272 (meters)    3301.41  (feet)  COMP
 NZ0036  MODELED GRAV-     980,099.7   (mgal)                       NAVD 88
 NZ0036
 NZ0036  VERT ORDER  -  SECOND    CLASS 0
 NZ0036
 NZ0036.The horizontal coordinates were scaled from a topographic map and have
 NZ0036.an estimated accuracy of +/- 6 seconds.
 NZ0036
 NZ0036.The orthometric height was determined by differential leveling
 NZ0036.and adjusted in June 1991.
 NZ0036
 NZ0036.The geoid height was determined by GEOID03.
 NZ0036
 NZ0036.The dynamic height is computed by dividing the NAVD 88
 NZ0036.geopotential number by the normal gravity value computed on the
 NZ0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0036.degrees latitude (g = 980.6199 gals.).
 NZ0036
 NZ0036.The modeled gravity was interpolated from observed gravity values.
 NZ0036
 NZ0036;                    North         East    Units  Estimated Accuracy
 NZ0036;SPC OR S     -   138,670.    1,340,790.      MT  (+/- 180 meters Scaled)
 NZ0036
 NZ0036                          SUPERSEDED SURVEY CONTROL
 NZ0036
 NZ0036  NGVD 29 (??/??/92) 1005.554  (m)         3299.06   (f) ADJ UNCH    2 0
 NZ0036
 NZ0036.Superseded values are not recommended for survey control.
 NZ0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0036.See file dsdata.txt to determine how the superseded data were derived.
 NZ0036
 NZ0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN449496(NAD 83)
 NZ0036_MARKER: DB = BENCH MARK DISK
 NZ0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NZ0036_STAMPING: D 60 1931
 NZ0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0036+STABILITY: SURFACE MOTION
 NZ0036
 NZ0036  HISTORY     - Date     Condition        Report By
 NZ0036  HISTORY     - 1931     MONUMENTED       CGS
 NZ0036  HISTORY     - 1960     GOOD             NGS
 NZ0036
 NZ0036                          STATION DESCRIPTION
 NZ0036
 NZ0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 NZ0036'10.7 MI N FROM PROSPECT.
 NZ0036'ABOUT 10.7 MILES NORTH ALONG THE CRATER LAKE HIGHWAY FROM PROSPECT,
 NZ0036'JACKSON COUNTY, ABOUT 0.7 MILE SOUTHWEST OF UNION CREEK, ABOUT 270
 NZ0036'FEET NORTH OF SURVEY STATION 2970, AND 30 FEET EAST OF THE CENTER LINE
 NZ0036'OF THE HIGHWAY.  A STANDARD DISK, STAMPED D 60 1931 AND SET IN THE TOP
 NZ0036'OF A CONCRETE POST.
 NZ0036
 NZ0036                          STATION RECOVERY (1960)
 NZ0036
 NZ0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 NZ0036'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH0904 ***********************************************************************
 OH0904  DESIGNATION -  D 601
 OH0904  PID         -  OH0904
 OH0904  STATE/COUNTY-  OR/MALHEUR
 OH0904  USGS QUAD   -  MC CAIN CREEK (1969)
 OH0904
 OH0904                         *CURRENT SURVEY CONTROL
 OH0904  ___________________________________________________________________
 OH0904* NAD 83(1986)-  43 08 17.     (N)    117 16 11.     (W)     SCALED    
 OH0904* NAVD 88     -      1412.040  (meters)    4632.67   (feet)  ADJUSTED  
 OH0904  ___________________________________________________________________
 OH0904  GEOID HEIGHT-         -17.18  (meters)                     GEOID03
 OH0904  DYNAMIC HT  -        1411.304 (meters)    4630.25  (feet)  COMP
 OH0904  MODELED GRAV-     980,048.9   (mgal)                       NAVD 88
 OH0904
 OH0904  VERT ORDER  -  SECOND    CLASS 0
 OH0904
 OH0904.The horizontal coordinates were scaled from a topographic map and have
 OH0904.an estimated accuracy of +/- 6 seconds.
 OH0904
 OH0904.The orthometric height was determined by differential leveling
 OH0904.and adjusted in June 1991.
 OH0904
 OH0904.The geoid height was determined by GEOID03.
 OH0904
 OH0904.The dynamic height is computed by dividing the NAVD 88
 OH0904.geopotential number by the normal gravity value computed on the
 OH0904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0904.degrees latitude (g = 980.6199 gals.).
 OH0904
 OH0904.The modeled gravity was interpolated from observed gravity values.
 OH0904
 OH0904;                    North         East    Units  Estimated Accuracy
 OH0904;SPC OR S     -   168,510.    1,762,720.      MT  (+/- 180 meters Scaled)
 OH0904
 OH0904                          SUPERSEDED SURVEY CONTROL
 OH0904
 OH0904  NGVD 29 (??/??/92) 1410.971  (m)         4629.16   (f) ADJ UNCH    2 0
 OH0904
 OH0904.Superseded values are not recommended for survey control.
 OH0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0904.See file dsdata.txt to determine how the superseded data were derived.
 OH0904
 OH0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH780761(NAD 83)
 OH0904_MARKER: DB = BENCH MARK DISK
 OH0904_SETTING: 80 = SET IN A BOULDER
 OH0904_SP_SET: BLACK BOULDER
 OH0904_STAMPING: D 601 1966
 OH0904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0904+STABILITY: SURFACE MOTION
 OH0904
 OH0904  HISTORY     - Date     Condition        Report By
 OH0904  HISTORY     - 1966     MONUMENTED       CGS
 OH0904
 OH0904                          STATION DESCRIPTION
 OH0904
 OH0904'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OH0904'20.6 MI NW FROM JORDAN VALLEY.
 OH0904'7.7 MILES NORTH ALONG U.S. HIGHWAY 95 FROM THE SCHOOL AT JORDAN
 OH0904'VALLEY, THENCE 12.9 MILES WEST ALONG JORDAN CRATER ROAD, AT A CURVE
 OH0904'AND NEAR THE SUMMIT OF A GRADE, ALONG THE NORTHEAST EDGE OF A LARGE
 OH0904'DRY WASH, IN THE NORTHEAST END OF A LARGE BLACK BOULDER ABOUT 3 FEET
 OH0904'ABOVE THE GROUND AND 3 FEET BELOW THE TOP OF THE BOULDER, 252 FEET
 OH0904'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 59.0 FEET SOUTHWEST OF A
 OH0904'WITNESS POST, AND ABOUT 10 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH0890 ***********************************************************************
 OH0890  DESIGNATION -  D 602
 OH0890  PID         -  OH0890
 OH0890  STATE/COUNTY-  OR/MALHEUR
 OH0890  USGS QUAD   -  HOOKER CREEK (1969)
 OH0890
 OH0890                         *CURRENT SURVEY CONTROL
 OH0890  ___________________________________________________________________
 OH0890* NAD 83(1986)-  43 05 17.     (N)    117 03 53.     (W)     SCALED    
 OH0890* NAVD 88     -      1394.478  (meters)    4575.05   (feet)  ADJUSTED  
 OH0890  ___________________________________________________________________
 OH0890  GEOID HEIGHT-         -16.89  (meters)                     GEOID03
 OH0890  DYNAMIC HT  -        1393.742 (meters)    4572.64  (feet)  COMP
 OH0890  MODELED GRAV-     980,043.1   (mgal)                       NAVD 88
 OH0890
 OH0890  VERT ORDER  -  SECOND    CLASS 0
 OH0890
 OH0890.The horizontal coordinates were scaled from a topographic map and have
 OH0890.an estimated accuracy of +/- 6 seconds.
 OH0890
 OH0890.The orthometric height was determined by differential leveling
 OH0890.and adjusted in June 1991.
 OH0890
 OH0890.The geoid height was determined by GEOID03.
 OH0890
 OH0890.The dynamic height is computed by dividing the NAVD 88
 OH0890.geopotential number by the normal gravity value computed on the
 OH0890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0890.degrees latitude (g = 980.6199 gals.).
 OH0890
 OH0890.The modeled gravity was interpolated from observed gravity values.
 OH0890
 OH0890;                    North         East    Units  Estimated Accuracy
 OH0890;SPC OR S     -   163,630.    1,779,610.      MT  (+/- 180 meters Scaled)
 OH0890
 OH0890                          SUPERSEDED SURVEY CONTROL
 OH0890
 OH0890  NGVD 29 (??/??/92) 1393.417  (m)         4571.57   (f) ADJ UNCH    2 0
 OH0890
 OH0890.Superseded values are not recommended for survey control.
 OH0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0890.See file dsdata.txt to determine how the superseded data were derived.
 OH0890
 OH0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH947705(NAD 83)
 OH0890_MARKER: DB = BENCH MARK DISK
 OH0890_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OH0890_SP_SET: FOUNDATION
 OH0890_STAMPING: D 602 1966
 OH0890_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OH0890
 OH0890  HISTORY     - Date     Condition        Report By
 OH0890  HISTORY     - 1966     MONUMENTED       CGS
 OH0890
 OH0890                          STATION DESCRIPTION
 OH0890
 OH0890'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OH0890'7.7 MI N FROM JORDAN VALLEY.
 OH0890'7.7 MILES NORTH ALONG U.S. HIGHWAY 95 FROM THE SCHOOL AT JORDAN
 OH0890'VALLEY, 2.75 MILES SOUTH OF SHEAVILLE, 102 FEET WEST OF THE CENTER OF
 OH0890'THE JUNCTION OF JORDAN CRATER ROAD, IN THE TOP OF THE NORTHEAST CORNER
 OH0890'OF THE CONCRETE FOUNDATION OF A CATTLEGUARD, IN LINE WITH POWER LINE
 OH0890'POLES, 7 FEET NORTH OF THE CENTER LINE OF THE ROAD, 1.0 FOOT SOUTHWEST
 OH0890'OF THE NORTHEAST CORNER OF THE CATTLEGUARD, ABOUT 2 FEET LOWER THAN
 OH0890'THE HIGHWAY AND 1 FOOT LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH0920 ***********************************************************************
 OH0920  DESIGNATION -  D 603
 OH0920  PID         -  OH0920
 OH0920  STATE/COUNTY-  OR/MALHEUR
 OH0920  USGS QUAD   -  JORDAN CRATERS NORTH (1969)
 OH0920
 OH0920                         *CURRENT SURVEY CONTROL
 OH0920  ___________________________________________________________________
 OH0920* NAD 83(1986)-  43 10 04.     (N)    117 26 55.     (W)     SCALED    
 OH0920* NAVD 88     -      1408.197  (meters)    4620.06   (feet)  ADJUSTED  
 OH0920  ___________________________________________________________________
 OH0920  GEOID HEIGHT-         -17.60  (meters)                     GEOID03
 OH0920  DYNAMIC HT  -        1407.445 (meters)    4617.59  (feet)  COMP
 OH0920  MODELED GRAV-     980,036.3   (mgal)                       NAVD 88
 OH0920
 OH0920  VERT ORDER  -  SECOND    CLASS 0
 OH0920
 OH0920.The horizontal coordinates were scaled from a topographic map and have
 OH0920.an estimated accuracy of +/- 6 seconds.
 OH0920
 OH0920.The orthometric height was determined by differential leveling
 OH0920.and adjusted in June 1991.
 OH0920
 OH0920.The geoid height was determined by GEOID03.
 OH0920
 OH0920.The dynamic height is computed by dividing the NAVD 88
 OH0920.geopotential number by the normal gravity value computed on the
 OH0920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0920.degrees latitude (g = 980.6199 gals.).
 OH0920
 OH0920.The modeled gravity was interpolated from observed gravity values.
 OH0920
 OH0920;                    North         East    Units  Estimated Accuracy
 OH0920;SPC OR S     -   171,270.    1,748,050.      MT  (+/- 180 meters Scaled)
 OH0920
 OH0920                          SUPERSEDED SURVEY CONTROL
 OH0920
 OH0920  NGVD 29 (??/??/92) 1407.097  (m)         4616.45   (f) ADJ UNCH    2 0
 OH0920
 OH0920.Superseded values are not recommended for survey control.
 OH0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0920.See file dsdata.txt to determine how the superseded data were derived.
 OH0920
 OH0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH635795(NAD 83)
 OH0920_MARKER: DB = BENCH MARK DISK
 OH0920_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OH0920_SP_SET: FOUNDATION
 OH0920_STAMPING: D 603 1966
 OH0920_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OH0920
 OH0920  HISTORY     - Date     Condition        Report By
 OH0920  HISTORY     - 1966     MONUMENTED       CGS
 OH0920
 OH0920                          STATION DESCRIPTION
 OH0920
 OH0920'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OH0920'31.05 MI NW FROM JORDAN VALLEY.
 OH0920'7.7 MILES NORTH ALONG U.S. HIGHWAY 95 FROM THE SCHOOL AT JORDAN
 OH0920'VALLEY, THENCE 23.35 MILES WEST ALONG JORDAN CRATER ROAD, 40 FEET EAST
 OH0920'OF THE CENTER OF THE JUNCTION OF BIRCH CREEK ROAD NORTHWEST, IN THE
 OH0920'TOP OF THE EAST END OF THE NORTH CONCRETE FOUNDATION OF A STEEL
 OH0920'CATTLEGUARD, 8 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD, AND
 OH0920'ABOUT 1 FOOT LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH0939 ***********************************************************************
 OH0939  DESIGNATION -  D 604
 OH0939  PID         -  OH0939
 OH0939  STATE/COUNTY-  OR/MALHEUR
 OH0939  USGS QUAD   -  DIAMOND BUTTE (1967)
 OH0939
 OH0939                         *CURRENT SURVEY CONTROL
 OH0939  ___________________________________________________________________
 OH0939* NAD 83(1986)-  43 18 54.     (N)    117 28 17.     (W)     SCALED    
 OH0939* NAVD 88     -       821.451  (meters)    2695.04   (feet)  ADJUSTED  
 OH0939  ___________________________________________________________________
 OH0939  GEOID HEIGHT-         -17.81  (meters)                     GEOID03
 OH0939  DYNAMIC HT  -         821.106 (meters)    2693.91  (feet)  COMP
 OH0939  MODELED GRAV-     980,173.2   (mgal)                       NAVD 88
 OH0939
 OH0939  VERT ORDER  -  SECOND    CLASS 0
 OH0939
 OH0939.The horizontal coordinates were scaled from a topographic map and have
 OH0939.an estimated accuracy of +/- 6 seconds.
 OH0939
 OH0939.The orthometric height was determined by differential leveling
 OH0939.and adjusted in June 1991.
 OH0939
 OH0939.The geoid height was determined by GEOID03.
 OH0939
 OH0939.The dynamic height is computed by dividing the NAVD 88
 OH0939.geopotential number by the normal gravity value computed on the
 OH0939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0939.degrees latitude (g = 980.6199 gals.).
 OH0939
 OH0939.The modeled gravity was interpolated from observed gravity values.
 OH0939
 OH0939;                    North         East    Units  Estimated Accuracy
 OH0939;SPC OR S     -   187,540.    1,745,610.      MT  (+/- 180 meters Scaled)
 OH0939
 OH0939                          SUPERSEDED SURVEY CONTROL
 OH0939
 OH0939  NGVD 29 (??/??/92)  820.402  (m)         2691.60   (f) ADJ UNCH    2 0
 OH0939
 OH0939.Superseded values are not recommended for survey control.
 OH0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0939.See file dsdata.txt to determine how the superseded data were derived.
 OH0939
 OH0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH617959(NAD 83)
 OH0939_MARKER: DB = BENCH MARK DISK
 OH0939_SETTING: 80 = SET IN A BOULDER
 OH0939_SP_SET: BOULDER
 OH0939_STAMPING: D 604 1966
 OH0939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0939+STABILITY: SURFACE MOTION
 OH0939
 OH0939  HISTORY     - Date     Condition        Report By
 OH0939  HISTORY     - 1966     MONUMENTED       CGS
 OH0939
 OH0939                          STATION DESCRIPTION
 OH0939
 OH0939'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OH0939'58.4 MI SE FROM HARPER.
 OH0939'37.0 MILES SOUTH ALONG CROWLEY ROAD FROM THE JUNCTION OF U.S. HIGHWAY
 OH0939'20 AT HARPER, THENCE 9.8 MILES EAST ALONG THE MUD FLAT RANCH ROAD,
 OH0939'THENCE 0.35 MILE NORTH ALONG A DIRT ROAD, THENCE 9.75 MILES EAST ALONG
 OH0939'A DIRT ROAD, THENCE 1.5 MILES SOUTH ALONG A DIRT ROAD ALONG THE WEST
 OH0939'SIDE OF OWYHEE RIVER, ABOUT 28 FEET NORTH OF THE CENTER OF THE
 OH0939'CROSSING OF A LAVA ROCK STREWN DRY WASH, IN THE TOP OF A LAVA BOULDER
 OH0939'PROJECTING ABOUT 2 FEET, 136 FEET WEST OF THE CENTER LINE OF THE ROAD,
 OH0939'8.3 FEET WEST OF A WITNESS POST, AND ABOUT 10 FEET HIGHER THAN THE
 OH0939'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0909 ***********************************************************************
 NZ0909  DESIGNATION -  D 609
 NZ0909  PID         -  NZ0909
 NZ0909  STATE/COUNTY-  OR/DOUGLAS
 NZ0909  USGS QUAD   -  QUINES CREEK (1986)
 NZ0909
 NZ0909                         *CURRENT SURVEY CONTROL
 NZ0909  ___________________________________________________________________
 NZ0909* NAD 83(1986)-  42 45 35.     (N)    123 20 53.     (W)     SCALED    
 NZ0909* NAVD 88     -       447.799  (meters)    1469.15   (feet)  ADJUSTED  
 NZ0909  ___________________________________________________________________
 NZ0909  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 NZ0909  DYNAMIC HT  -         447.657 (meters)    1468.69  (feet)  COMP
 NZ0909  MODELED GRAV-     980,290.3   (mgal)                       NAVD 88
 NZ0909
 NZ0909  VERT ORDER  -  FIRST     CLASS II
 NZ0909
 NZ0909.The horizontal coordinates were scaled from a topographic map and have
 NZ0909.an estimated accuracy of +/- 6 seconds.
 NZ0909
 NZ0909.The orthometric height was determined by differential leveling
 NZ0909.and adjusted in June 1991.
 NZ0909
 NZ0909.The geoid height was determined by GEOID03.
 NZ0909
 NZ0909.The dynamic height is computed by dividing the NAVD 88
 NZ0909.geopotential number by the normal gravity value computed on the
 NZ0909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0909.degrees latitude (g = 980.6199 gals.).
 NZ0909
 NZ0909.The modeled gravity was interpolated from observed gravity values.
 NZ0909
 NZ0909;                    North         East    Units  Estimated Accuracy
 NZ0909;SPC OR S     -   125,380.    1,266,930.      MT  (+/- 180 meters Scaled)
 NZ0909
 NZ0909                          SUPERSEDED SURVEY CONTROL
 NZ0909
 NZ0909.No superseded survey control is available for this station.
 NZ0909
 NZ0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN715341(NAD 83)
 NZ0909_MARKER: DB = BENCH MARK DISK
 NZ0909_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 NZ0909_SP_SET: HEADWALL
 NZ0909_STAMPING: D 609 1967
 NZ0909_MARK LOGO: ORHD  
 NZ0909_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NZ0909
 NZ0909  HISTORY     - Date     Condition        Report By
 NZ0909  HISTORY     - 1967     MONUMENTED       ORHD
 NZ0909  HISTORY     - 1987     GOOD             NGS
 NZ0909
 NZ0909                          STATION DESCRIPTION
 NZ0909
 NZ0909'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 NZ0909'17.7 KM (11.00 MI) NORTH FROM SUNNY VALLEY.
 NZ0909'17.7 KM (11.00 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 5 FROM THE
 NZ0909'JUNCTION OF LARIAT DRIVE IN SUNNY VALLEY, IN TOP OF AND 0.4 M
 NZ0909'(1.3 FT) NORTHWEST OF THE SOUTHEAST END OF THE NORTHWEST CONCRETE
 NZ0909'HEADWALL OF A LARGE BOX CULVERT UNDER BOTH LANES OF THE HIGHWAY, 0.1
 NZ0909'KM (0.05 MI) NORTH OF THE ENTRANCE INTO A REST AREA, 12.1 M (39.7 FT)
 NZ0909'NORTHWEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY,
 NZ0909'AND 4.1 M (13.5 FT) NORTHWEST OF THE SOUTHWEST END OF A GUARDRAIL.
 NZ0909'NOTE--THE DISK IS SET AT AN ANGLE AND THE POINT LEVELED TO IS THE D
 NZ0909'IN DEPARTMENT.
 NZ0909'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0768 ***********************************************************************
 QE0768  DESIGNATION -  D 619
 QE0768  PID         -  QE0768
 QE0768  STATE/COUNTY-  OR/MARION
 QE0768  USGS QUAD   -  SALEM EAST (1986)
 QE0768
 QE0768                         *CURRENT SURVEY CONTROL
 QE0768  ___________________________________________________________________
 QE0768* NAD 83(1986)-  44 53 31.     (N)    122 59 30.     (W)     SCALED    
 QE0768* NAVD 88     -        77.311  (meters)     253.64   (feet)  ADJUSTED  
 QE0768  ___________________________________________________________________
 QE0768  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 QE0768  DYNAMIC HT  -          77.306 (meters)     253.63  (feet)  COMP
 QE0768  MODELED GRAV-     980,564.2   (mgal)                       NAVD 88
 QE0768
 QE0768  VERT ORDER  -  SECOND    CLASS 0
 QE0768
 QE0768.The horizontal coordinates were scaled from a topographic map and have
 QE0768.an estimated accuracy of +/- 6 seconds.
 QE0768
 QE0768.The orthometric height was determined by differential leveling
 QE0768.and adjusted in June 1991.
 QE0768
 QE0768.The geoid height was determined by GEOID03.
 QE0768
 QE0768.The dynamic height is computed by dividing the NAVD 88
 QE0768.geopotential number by the normal gravity value computed on the
 QE0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0768.degrees latitude (g = 980.6199 gals.).
 QE0768
 QE0768.The modeled gravity was interpolated from observed gravity values.
 QE0768
 QE0768;                    North         East    Units  Estimated Accuracy
 QE0768;SPC OR N     -   139,190.    2,303,220.      MT  (+/- 180 meters Scaled)
 QE0768
 QE0768                          SUPERSEDED SURVEY CONTROL
 QE0768
 QE0768  NGVD 29 (??/??/92)   76.286  (m)          250.28   (f) ADJ UNCH    2 0
 QE0768
 QE0768.Superseded values are not recommended for survey control.
 QE0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0768.See file dsdata.txt to determine how the superseded data were derived.
 QE0768
 QE0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ006709(NAD 83)
 QE0768_MARKER: DD = SURVEY DISK
 QE0768_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QE0768_SP_SET: STRUCTURE
 QE0768_STAMPING: D 619 1968
 QE0768_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0768
 QE0768  HISTORY     - Date     Condition        Report By
 QE0768  HISTORY     - 1968     MONUMENTED       ORHD
 QE0768  HISTORY     - 1987     GOOD             USPSQD
 QE0768  HISTORY     - 1987     MARK NOT FOUND   NGS
 QE0768  HISTORY     - 1990     GOOD             USPSQD
 QE0768
 QE0768                          STATION DESCRIPTION
 QE0768
 QE0768'DESCRIBED BY OREGON HIGHWAY DEPARTMENT 1968
 QE0768'5.3 MI SE FROM SALEM.
 QE0768'1.80 MILES SOUTH ALONG US INTERSTATE 5 FROM THE NORTH SANTIAM
 QE0768'INTERCHANGE (ORE22), IN THE NORTHEAST CORNER OF THE STRUCTURE OVER THE
 QE0768'SOUTHERN PACIFIC RAILROAD IN THE NORTH BOUND LANES OF I-5.  A OREGON
 QE0768'STATE SOUTHERN PACIFIC RAILROAD IN THE NORTH BOUND LANEES I-5. A
 QE0768'OREGON STATE HIGHWAY DEPT. STANDARD DISK, STAMPED D 619 1968.
 QE0768
 QE0768                          STATION RECOVERY (1987)
 QE0768
 QE0768'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWE)
 QE0768'RECOVERED IN GOOD CONDITION.
 QE0768
 QE0768                          STATION RECOVERY (1987)
 QE0768
 QE0768'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE0768'MARK NOT FOUND.
 QE0768
 QE0768                          STATION RECOVERY (1990)
 QE0768
 QE0768'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCB)
 QE0768'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0757 ***********************************************************************
 QE0757  DESIGNATION -  D 620
 QE0757  PID         -  QE0757
 QE0757  STATE/COUNTY-  OR/MARION
 QE0757  USGS QUAD   -  SALEM EAST (1986)
 QE0757
 QE0757                         *CURRENT SURVEY CONTROL
 QE0757  ___________________________________________________________________
 QE0757* NAD 83(1986)-  44 57 14.     (N)    122 59 24.     (W)     SCALED    
 QE0757* NAVD 88     -        65.710  (meters)     215.58   (feet)  ADJUSTED  
 QE0757  ___________________________________________________________________
 QE0757  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 QE0757  DYNAMIC HT  -          65.707 (meters)     215.57  (feet)  COMP
 QE0757  MODELED GRAV-     980,572.5   (mgal)                       NAVD 88
 QE0757
 QE0757  VERT ORDER  -  SECOND    CLASS 0
 QE0757
 QE0757.The horizontal coordinates were scaled from a topographic map and have
 QE0757.an estimated accuracy of +/- 6 seconds.
 QE0757
 QE0757.The orthometric height was determined by differential leveling
 QE0757.and adjusted in June 1991.
 QE0757
 QE0757.The geoid height was determined by GEOID03.
 QE0757
 QE0757.The dynamic height is computed by dividing the NAVD 88
 QE0757.geopotential number by the normal gravity value computed on the
 QE0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0757.degrees latitude (g = 980.6199 gals.).
 QE0757
 QE0757.The modeled gravity was interpolated from observed gravity values.
 QE0757
 QE0757;                    North         East    Units  Estimated Accuracy
 QE0757;SPC OR N     -   146,070.    2,303,560.      MT  (+/- 180 meters Scaled)
 QE0757
 QE0757                          SUPERSEDED SURVEY CONTROL
 QE0757
 QE0757  NGVD 29 (??/??/92)   64.684  (m)          212.22   (f) ADJ UNCH    2 0
 QE0757
 QE0757.Superseded values are not recommended for survey control.
 QE0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0757.See file dsdata.txt to determine how the superseded data were derived.
 QE0757
 QE0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ007778(NAD 83)
 QE0757_MARKER: DD = SURVEY DISK
 QE0757_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QE0757_SP_SET: STRUCTURE
 QE0757_STAMPING: D 620 1969
 QE0757_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0757
 QE0757  HISTORY     - Date     Condition        Report By
 QE0757  HISTORY     - 1969     MONUMENTED       ORDT
 QE0757  HISTORY     - 1987     GOOD             USPSQD
 QE0757  HISTORY     - 1990     GOOD             USPSQD
 QE0757  HISTORY     - 19920806 GOOD             USPSQD
 QE0757  HISTORY     - 20011103 MARK NOT FOUND   USPSQD
 QE0757
 QE0757                          STATION DESCRIPTION
 QE0757
 QE0757'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1969
 QE0757'IN SALEM.
 QE0757'2.0 MILES SOUTH ALONG US INTERSTATE 5 FROM THE HAYESVILLE INTERCHANGE
 QE0757'TO THE SUNNYVIEW AVENUE UNDERCROSING, IN THE NORTHEAST CORNER OF THE
 QE0757'STRUCTURE.  A OREGON STATE HIGHWAY DEPT. STANDARD DISK, STAMPED D 620
 QE0757'1969.
 QE0757
 QE0757                          STATION RECOVERY (1987)
 QE0757
 QE0757'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWE)
 QE0757'RECOVERED IN GOOD CONDITION.
 QE0757
 QE0757                          STATION RECOVERY (1990)
 QE0757
 QE0757'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCB)
 QE0757'RECOVERED IN GOOD CONDITION.
 QE0757
 QE0757                          STATION RECOVERY (1992)
 QE0757
 QE0757'RECOVERY NOTE BY US POWER SQUADRON 1992 (RWB)
 QE0757'RECOVERED IN GOOD CONDITION.
 QE0757
 QE0757                          STATION RECOVERY (2001)
 QE0757
 QE0757'RECOVERY NOTE BY US POWER SQUADRON 2001 (JB)
 QE0757'MARK NOT FOUND.  MAJOR FREEWAY RECONSTRUCTION IN LAST YEAR
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2731 ***********************************************************************
 QE2731  DESIGNATION -  D 625
 QE2731  PID         -  QE2731
 QE2731  STATE/COUNTY-  OR/LINCOLN
 QE2731  USGS QUAD   -  TOLEDO NORTH (1984)
 QE2731
 QE2731                         *CURRENT SURVEY CONTROL
 QE2731  ___________________________________________________________________
 QE2731* NAD 83(1986)-  44 42 41.     (N)    123 55 47.     (W)     SCALED    
 QE2731* NAVD 88     -        53.032  (meters)     173.99   (feet)  ADJUSTED  
 QE2731  ___________________________________________________________________
 QE2731  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 QE2731  DYNAMIC HT  -          53.031 (meters)     173.99  (feet)  COMP
 QE2731  MODELED GRAV-     980,609.0   (mgal)                       NAVD 88
 QE2731
 QE2731  VERT ORDER  -  SECOND    CLASS I
 QE2731
 QE2731.The horizontal coordinates were scaled from a topographic map and have
 QE2731.an estimated accuracy of +/- 6 seconds.
 QE2731
 QE2731.The orthometric height was determined by differential leveling
 QE2731.and adjusted in August 1995.
 QE2731
 QE2731.The geoid height was determined by GEOID03.
 QE2731
 QE2731.The dynamic height is computed by dividing the NAVD 88
 QE2731.geopotential number by the normal gravity value computed on the
 QE2731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE2731.degrees latitude (g = 980.6199 gals.).
 QE2731
 QE2731.The modeled gravity was interpolated from observed gravity values.
 QE2731
 QE2731;                    North         East    Units  Estimated Accuracy
 QE2731;SPC OR N     -   121,860.    2,228,330.      MT  (+/- 180 meters Scaled)
 QE2731
 QE2731                          SUPERSEDED SURVEY CONTROL
 QE2731
 QE2731.No superseded survey control is available for this station.
 QE2731
 QE2731_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ263513(NAD 83)
 QE2731_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QE2731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE2731_SP_SET: 12-INCH DIAM CONCRETE POST
 QE2731_STAMPING: D 625 1969
 QE2731_MARK LOGO: ORHD  
 QE2731_PROJECTION: FLUSH
 QE2731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE2731+STABILITY: SURFACE MOTION
 QE2731
 QE2731  HISTORY     - Date     Condition        Report By
 QE2731  HISTORY     - 1969     MONUMENTED       ORHD
 QE2731  HISTORY     - 1979     GOOD             USGS
 QE2731
 QE2731                          STATION DESCRIPTION
 QE2731
 QE2731'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 QE2731'1.7 KM (1.05 MI) SOUTH FROM SILETZ.
 QE2731'SILTETZ, 1.05 MI S OF, ALONG OR HWY 229.  267 FT NE OF MILEPOST 25,
 QE2731'65 FT NE OF CENTERLINE OF SIDE RD, 48 NW OF CENTERLINE OF HWY, 41 FT
 QE2731'N OF NORTH END OF CULVERT.
 QE2731'THE MARK IS 2 FT  N FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0366 ***********************************************************************
 RB0366  DESIGNATION -  D 627
 RB0366  PID         -  RB0366
 RB0366  STATE/COUNTY-  OR/UMATILLA
 RB0366  USGS QUAD   -  TABLE ROCK (1974)
 RB0366
 RB0366                         *CURRENT SURVEY CONTROL
 RB0366  ___________________________________________________________________
 RB0366* NAD 83(1986)-  45 36 34.     (N)    118 39 01.     (W)     SCALED    
 RB0366* NAVD 88     -       549.888  (meters)    1804.09   (feet)  ADJUSTED  
 RB0366  ___________________________________________________________________
 RB0366  GEOID HEIGHT-         -20.18  (meters)                     GEOID03
 RB0366  DYNAMIC HT  -         549.809 (meters)    1803.83  (feet)  COMP
 RB0366  MODELED GRAV-     980,454.2   (mgal)                       NAVD 88
 RB0366
 RB0366  VERT ORDER  -  SECOND    CLASS 0
 RB0366
 RB0366.The horizontal coordinates were scaled from a topographic map and have
 RB0366.an estimated accuracy of +/- 6 seconds.
 RB0366
 RB0366.The orthometric height was determined by differential leveling
 RB0366.and adjusted in June 1991.
 RB0366
 RB0366.The geoid height was determined by GEOID03.
 RB0366
 RB0366.The dynamic height is computed by dividing the NAVD 88
 RB0366.geopotential number by the normal gravity value computed on the
 RB0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0366.degrees latitude (g = 980.6199 gals.).
 RB0366
 RB0366.The modeled gravity was interpolated from observed gravity values.
 RB0366
 RB0366;                    North         East    Units  Estimated Accuracy
 RB0366;SPC OR N     -   217,540.    2,644,270.      MT  (+/- 180 meters Scaled)
 RB0366
 RB0366                          SUPERSEDED SURVEY CONTROL
 RB0366
 RB0366  NGVD 29 (??/??/92)  548.855  (m)         1800.70   (f) ADJ UNCH    2 0
 RB0366
 RB0366.Superseded values are not recommended for survey control.
 RB0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0366.See file dsdata.txt to determine how the superseded data were derived.
 RB0366
 RB0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL713519(NAD 83)
 RB0366_MARKER: DD = SURVEY DISK
 RB0366_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RB0366_SP_SET: MONUMENT
 RB0366_STAMPING: D 627 1970
 RB0366_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RB0366
 RB0366  HISTORY     - Date     Condition        Report By
 RB0366  HISTORY     - 1970     MONUMENTED       ORDT
 RB0366
 RB0366                          STATION DESCRIPTION
 RB0366
 RB0366'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1970
 RB0366'4.7 MI SE FROM MISSION.
 RB0366'ABOUT 2.65 MILES EAST ON INTERSTATE 80N FROM THE MISSION-GIBBON
 RB0366'OVERCROSSING.  THE MARK IS ON THE NORTH SIDE OF THE HIGHWAY AND IN THE
 RB0366'FENCE LINE ONE FOOT WEST OF A METAL WITNESS POST.  IT IS A BENCH MARK
 RB0366'DISK SET IN A CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0391 ***********************************************************************
 QD0391  DESIGNATION -  D 63
 QD0391  PID         -  QD0391
 QD0391  STATE/COUNTY-  OR/CROOK
 QD0391  USGS QUAD   -  OCHOCO RESERVOIR (1992)
 QD0391
 QD0391                         *CURRENT SURVEY CONTROL
 QD0391  ___________________________________________________________________
 QD0391* NAD 83(1986)-  44 18 08.     (N)    120 42 47.     (W)     SCALED    
 QD0391* NAVD 88     -       965.498  (meters)    3167.64   (feet)  ADJUSTED  
 QD0391  ___________________________________________________________________
 QD0391  GEOID HEIGHT-         -20.18  (meters)                     GEOID03
 QD0391  DYNAMIC HT  -         965.171 (meters)    3166.57  (feet)  COMP
 QD0391  MODELED GRAV-     980,246.5   (mgal)                       NAVD 88
 QD0391
 QD0391  VERT ORDER  -  FIRST     CLASS II
 QD0391
 QD0391.The horizontal coordinates were scaled from a topographic map and have
 QD0391.an estimated accuracy of +/- 6 seconds.
 QD0391
 QD0391.The orthometric height was determined by differential leveling
 QD0391.and adjusted in June 1991.
 QD0391
 QD0391.The geoid height was determined by GEOID03.
 QD0391
 QD0391.The dynamic height is computed by dividing the NAVD 88
 QD0391.geopotential number by the normal gravity value computed on the
 QD0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0391.degrees latitude (g = 980.6199 gals.).
 QD0391
 QD0391.The modeled gravity was interpolated from observed gravity values.
 QD0391
 QD0391;                    North         East    Units  Estimated Accuracy
 QD0391;SPC OR S     -   292,810.    1,483,000.      MT  (+/- 180 meters Scaled)
 QD0391
 QD0391                          SUPERSEDED SURVEY CONTROL
 QD0391
 QD0391  NGVD 29 (??/??/92)  964.349  (m)         3163.87   (f) ADJ UNCH    1 2
 QD0391
 QD0391.Superseded values are not recommended for survey control.
 QD0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0391.See file dsdata.txt to determine how the superseded data were derived.
 QD0391
 QD0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ824079(NAD 83)
 QD0391_MARKER: DD = SURVEY DISK
 QD0391_SETTING: 66 = SET IN ROCK OUTCROP
 QD0391_SP_SET: ROCK OUTCROP
 QD0391_STAMPING: D 63 1931
 QD0391_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QD0391+STABILITY: POSITION/ELEVATION WELL
 QD0391
 QD0391  HISTORY     - Date     Condition        Report By
 QD0391  HISTORY     - 1931     MONUMENTED       ORDT
 QD0391  HISTORY     - 1931     GOOD             NGS
 QD0391  HISTORY     - 19880718 MARK NOT FOUND   NGS
 QD0391
 QD0391                          STATION DESCRIPTION
 QD0391
 QD0391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 QD0391'7.0 MI E FROM PRINEVILLE.
 QD0391'7.0 MILES EAST OF PRINEVILLE.  45 FEET SOUTH OF CENTER LINE OF ROAD
 QD0391'(OCHOCO HIGHWAY, U.S. 28).  IN ROCK OUTCROP 1 FOOT ABOVE GROUND.  100
 QD0391'FEET WEST OF OLD ROAD BED.
 QD0391
 QD0391                          STATION RECOVERY (1988)
 QD0391
 QD0391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QD0391'THERE HAS BEEN ROAD CONSTRUCTION AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0572 ***********************************************************************
 RC0572  DESIGNATION -  D 636
 RC0572  PID         -  RC0572
 RC0572  STATE/COUNTY-  OR/SHERMAN
 RC0572  USGS QUAD   -  RUFUS (1971)
 RC0572
 RC0572                         *CURRENT SURVEY CONTROL
 RC0572  ___________________________________________________________________
 RC0572* NAD 83(1986)-  45 42 34.     (N)    120 41 21.     (W)     SCALED    
 RC0572* NAVD 88     -        87.437  (meters)     286.87   (feet)  ADJUSTED  
 RC0572  ___________________________________________________________________
 RC0572  GEOID HEIGHT-         -21.33  (meters)                     GEOID03
 RC0572  DYNAMIC HT  -          87.435 (meters)     286.86  (feet)  COMP
 RC0572  MODELED GRAV-     980,598.6   (mgal)                       NAVD 88
 RC0572
 RC0572  VERT ORDER  -  FIRST     CLASS I
 RC0572
 RC0572.The horizontal coordinates were scaled from a topographic map and have
 RC0572.an estimated accuracy of +/- 6 seconds.
 RC0572
 RC0572.The orthometric height was determined by differential leveling
 RC0572.and adjusted in June 1991.
 RC0572
 RC0572.The geoid height was determined by GEOID03.
 RC0572
 RC0572.The dynamic height is computed by dividing the NAVD 88
 RC0572.geopotential number by the normal gravity value computed on the
 RC0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0572.degrees latitude (g = 980.6199 gals.).
 RC0572
 RC0572.The modeled gravity was interpolated from observed gravity values.
 RC0572
 RC0572;                    North         East    Units  Estimated Accuracy
 RC0572;SPC OR N     -   227,020.    2,485,270.      MT  (+/- 180 meters Scaled)
 RC0572
 RC0572                          SUPERSEDED SURVEY CONTROL
 RC0572
 RC0572  NGVD 29 (??/??/92)   86.450  (m)          283.63   (f) ADJ UNCH    1 1
 RC0572
 RC0572.Superseded values are not recommended for survey control.
 RC0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0572.See file dsdata.txt to determine how the superseded data were derived.
 RC0572
 RC0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR798643(NAD 83)
 RC0572_MARKER: DB = BENCH MARK DISK
 RC0572_SETTING: 66 = SET IN ROCK OUTCROP
 RC0572_SP_SET: ROCK OUTCROP
 RC0572_STAMPING: D 636 1968
 RC0572_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RC0572+STABILITY: POSITION/ELEVATION WELL
 RC0572
 RC0572  HISTORY     - Date     Condition        Report By
 RC0572  HISTORY     - 1968     MONUMENTED       CGS
 RC0572  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 RC0572
 RC0572                          STATION DESCRIPTION
 RC0572
 RC0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 RC0572'2.2 MI NE FROM RUFUS.
 RC0572'2.2 MILES NORTHEAST ALONG INTERSTATE HIGHWAY 80 N FROM AN OVERPASS
 RC0572'OVER THE ACCESS ROAD AT RUFUS, IN R17E T3N, SECTION 27, ABOUT 0.05
 RC0572'MILE SOUTHWEST OF THE SOUTHEAST END OF THE JOHN DAY DAM, AT THE
 RC0572'SOUTHWEST END OF THE ACCESS ROAD TO VIEW POINT OF JOHN DAY DAM, SET
 RC0572'VERTICALLY IN THE NORTHWEST FACE OF A MASSIVE OUT CROP IN A CUT, 93
 RC0572'FEET SOUTHEAST AND ACROSS THE ACCESS ROAD FROM THE CENTER LINE OF THE
 RC0572'EAST BOUND LANES OF THE HIGHWAY, 50 FEET SOUTHEAST OF THE CENTER LINE
 RC0572'OF THE ACCESS ROAD, 40 FEET EAST OF AN EXIT 30 MPH SIGN, 70 FEET
 RC0572'EAST-SOUTHEAST OF THE SOUTHWEST END OF A FENCE AND THE SOUTHWEST END
 RC0572'OF AN ISLAND, ABOUT 2 1/2 FEET HIGHER THAN THE HIGHWAY AND 3 FEET
 RC0572'ABOVE THE GROUND.
 RC0572
 RC0572                          STATION RECOVERY (1989)
 RC0572
 RC0572'RECOVERY NOTE BY US POWER SQUADRON 1989 (RCC)
 RC0572'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0643 ***********************************************************************
 RC0643  DESIGNATION -  D 637
 RC0643  PID         -  RC0643
 RC0643  STATE/COUNTY-  OR/WASCO
 RC0643  USGS QUAD   -  WISHRAM (1994)
 RC0643
 RC0643                         *CURRENT SURVEY CONTROL
 RC0643  ___________________________________________________________________
 RC0643* NAD 83(1986)-  45 38 42.     (N)    120 58 09.     (W)     SCALED    
 RC0643* NAVD 88     -        60.020  (meters)     196.92   (feet)  ADJUSTED  
 RC0643  ___________________________________________________________________
 RC0643  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 RC0643  DYNAMIC HT  -          60.019 (meters)     196.91  (feet)  COMP
 RC0643  MODELED GRAV-     980,601.4   (mgal)                       NAVD 88
 RC0643
 RC0643  VERT ORDER  -  FIRST     CLASS I
 RC0643
 RC0643.The horizontal coordinates were scaled from a topographic map and have
 RC0643.an estimated accuracy of +/- 6 seconds.
 RC0643
 RC0643.The orthometric height was determined by differential leveling
 RC0643.and adjusted in June 1991.
 RC0643
 RC0643.The geoid height was determined by GEOID03.
 RC0643
 RC0643.The dynamic height is computed by dividing the NAVD 88
 RC0643.geopotential number by the normal gravity value computed on the
 RC0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0643.degrees latitude (g = 980.6199 gals.).
 RC0643
 RC0643.The modeled gravity was interpolated from observed gravity values.
 RC0643
 RC0643;                    North         East    Units  Estimated Accuracy
 RC0643;SPC OR N     -   219,950.    2,463,430.      MT  (+/- 180 meters Scaled)
 RC0643
 RC0643                          SUPERSEDED SURVEY CONTROL
 RC0643
 RC0643  NGVD 29 (??/??/92)   59.024  (m)          193.65   (f) ADJ UNCH    1 1
 RC0643
 RC0643.Superseded values are not recommended for survey control.
 RC0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0643.See file dsdata.txt to determine how the superseded data were derived.
 RC0643
 RC0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR582566(NAD 83)
 RC0643_MARKER: DB = BENCH MARK DISK
 RC0643_SETTING: 66 = SET IN ROCK OUTCROP
 RC0643_SP_SET: ROCK OUTCROP
 RC0643_STAMPING: D 637 1968
 RC0643_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RC0643+STABILITY: POSITION/ELEVATION WELL
 RC0643
 RC0643  HISTORY     - Date     Condition        Report By
 RC0643  HISTORY     - 1968     MONUMENTED       CGS
 RC0643
 RC0643                          STATION DESCRIPTION
 RC0643
 RC0643'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 RC0643'12.0 MI NE FROM THE DALLES.
 RC0643'12.0 MILES NORTHEAST ALONG INTERSTATE HIGHWAY 80 N FROM THE POST
 RC0643'OFFICE AT THE DALLES, IN R15E T2N, SECTION 20, IN THE TOP OF A 12- BY
 RC0643'19-FOOT OUTCROP PROJECTING ABOUT 2 FEET ABOVE THE GROUND, 107 FEET
 RC0643'SOUTH AND ACROSS THE SPOKANE, PORTLAND AND SEATTLE RAILROAD FROM THE
 RC0643'CENTER LINE OF THE EAST BOUND LANES OF THE HIGHWAY, 43.5 FEET SOUTH OF
 RC0643'THE SOUTH RAIL, 67 FEET EAST OF A TELEPHONE POLE WITH A GUY WIRE, 8.3
 RC0643'FEET WEST OF A WITNESS POST, ABOUT 3 1/2 FEET HIGHER THAN THE HIGHWAY,
 RC0643'2 1/2 FEET LOWER THAN THE TRACK AND 2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0092 ***********************************************************************
 RC0092  DESIGNATION -  D 638
 RC0092  PID         -  RC0092
 RC0092  STATE/COUNTY-  OR/GILLIAM
 RC0092  USGS QUAD   -  ARLINGTON (1971)
 RC0092
 RC0092                         *CURRENT SURVEY CONTROL
 RC0092  ___________________________________________________________________
 RC0092* NAD 83(1986)-  45 43 02.     (N)    120 13 38.     (W)     SCALED    
 RC0092* NAVD 88     -       124.812  (meters)     409.49   (feet)  ADJUSTED  
 RC0092  ___________________________________________________________________
 RC0092  GEOID HEIGHT-         -21.58  (meters)                     GEOID03
 RC0092  DYNAMIC HT  -         124.810 (meters)     409.48  (feet)  COMP
 RC0092  MODELED GRAV-     980,603.4   (mgal)                       NAVD 88
 RC0092
 RC0092  VERT ORDER  -  FIRST     CLASS I
 RC0092
 RC0092.The horizontal coordinates were scaled from a topographic map and have
 RC0092.an estimated accuracy of +/- 6 seconds.
 RC0092
 RC0092.The orthometric height was determined by differential leveling
 RC0092.and adjusted in June 1991.
 RC0092
 RC0092.The geoid height was determined by GEOID03.
 RC0092
 RC0092.The dynamic height is computed by dividing the NAVD 88
 RC0092.geopotential number by the normal gravity value computed on the
 RC0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0092.degrees latitude (g = 980.6199 gals.).
 RC0092
 RC0092.The modeled gravity was interpolated from observed gravity values.
 RC0092
 RC0092;                    North         East    Units  Estimated Accuracy
 RC0092;SPC OR N     -   227,900.    2,521,240.      MT  (+/- 180 meters Scaled)
 RC0092
 RC0092                          SUPERSEDED SURVEY CONTROL
 RC0092
 RC0092  NGVD 29 (??/??/92)  123.814  (m)          406.21   (f) ADJ UNCH    1 1
 RC0092
 RC0092.Superseded values are not recommended for survey control.
 RC0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0092.See file dsdata.txt to determine how the superseded data were derived.
 RC0092
 RC0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGR157663(NAD 83)
 RC0092_MARKER: DB = BENCH MARK DISK
 RC0092_SETTING: 66 = SET IN ROCK OUTCROP
 RC0092_SP_SET: ROCK OUTCROP
 RC0092_STAMPING: D 638 1968
 RC0092_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RC0092+STABILITY: POSITION/ELEVATION WELL
 RC0092
 RC0092  HISTORY     - Date     Condition        Report By
 RC0092  HISTORY     - 1968     MONUMENTED       CGS
 RC0092  HISTORY     - 1987     GOOD             USPSQD
 RC0092  HISTORY     - 1989     GOOD             USPSQD
 RC0092  HISTORY     - 1989     GOOD             USPSQD
 RC0092
 RC0092                          STATION DESCRIPTION
 RC0092
 RC0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 RC0092'1.05 MI W FROM ARLINGTON.
 RC0092'1.05 MILES WEST ALONG INTERSTATE HIGHWAY 80 N FROM THE BRIDGE OVER
 RC0092'ALKALI CANYON AT ARLINGTON, 0.25 MILE EAST OF HIGHWAY MILEPOST 135, IN
 RC0092'THE TOP OF AN OUTCROP WHICH PROJECTS ABOUT 1 1/2 FEET ABOVE THE
 RC0092'GROUND, 43 FEET SOUTH OF THE CENTER LINE OF THE EAST BOUND LANES OF
 RC0092'THE HIGHWAY, 2.3 FEET WEST OF A WITNESS POST, AND ABOUT 3 FEET HIGHER
 RC0092'THAN THE HIGHWAY.
 RC0092
 RC0092                          STATION RECOVERY (1987)
 RC0092
 RC0092'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWE)
 RC0092'RECOVERED IN GOOD CONDITION.
 RC0092
 RC0092                          STATION RECOVERY (1989)
 RC0092
 RC0092'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RC0092'RECOVERED IN GOOD CONDITION.
 RC0092
 RC0092                          STATION RECOVERY (1989)
 RC0092
 RC0092'RECOVERY NOTE BY US POWER SQUADRON 1989 (RCC)
 RC0092'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB1038 ***********************************************************************
 RB1038  CBN         -  This is a Cooperative Base Network Control Station.
 RB1038  DESIGNATION -  D 639
 RB1038  PID         -  RB1038
 RB1038  STATE/COUNTY-  OR/MORROW
 RB1038  USGS QUAD   -  CROW BUTTE (1993)
 RB1038
 RB1038                         *CURRENT SURVEY CONTROL
 RB1038  ___________________________________________________________________
 RB1038* NAD 83(2007)-  45 48 47.77169(N)    119 49 21.32122(W)     ADJUSTED  
 RB1038* NAVD 88     -       118.091  (meters)     387.44   (feet)  ADJUSTED  
 RB1038  ___________________________________________________________________
 RB1038  EPOCH DATE  -        2007.00
 RB1038  X           -  -2,214,694.328 (meters)                     COMP
 RB1038  Y           -  -3,863,541.430 (meters)                     COMP
 RB1038  Z           -   4,550,874.655 (meters)                     COMP
 RB1038  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 RB1038  ELLIP HEIGHT-          96.253 (meters)          (02/10/07) ADJUSTED
 RB1038  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 RB1038  DYNAMIC HT  -         118.090 (meters)     387.43  (feet)  COMP
 RB1038
 RB1038  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 RB1038  Type    PID    Designation                      North   East  Ellip
 RB1038  -------------------------------------------------------------------
 RB1038  NETWORK RB1038 D 639                             0.73   0.61   1.59
 RB1038  -------------------------------------------------------------------
 RB1038  MODELED GRAV-     980,607.5   (mgal)                       NAVD 88
 RB1038
 RB1038  VERT ORDER  -  FIRST     CLASS I
 RB1038
 RB1038.The horizontal coordinates were established by GPS observations
 RB1038.and adjusted by the National Geodetic Survey in February 2007.
 RB1038
 RB1038.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 RB1038.See www.ngs.noaa.gov/NationalReadjustment for more information.
 RB1038.The horizontal coordinates are valid at the epoch date displayed above.
 RB1038.The epoch date for horizontal control is a decimal equivalence
 RB1038.of Year/Month/Day.
 RB1038
 RB1038.The orthometric height was determined by differential leveling
 RB1038.and adjusted in June 1991.
 RB1038
 RB1038.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RB1038
 RB1038.The Laplace correction was computed from DEFLEC99 derived deflections.
 RB1038
 RB1038.The ellipsoidal height was determined by GPS observations
 RB1038.and is referenced to NAD 83.
 RB1038
 RB1038.The geoid height was determined by GEOID03.
 RB1038
 RB1038.The dynamic height is computed by dividing the NAVD 88
 RB1038.geopotential number by the normal gravity value computed on the
 RB1038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB1038.degrees latitude (g = 980.6199 gals.).
 RB1038
 RB1038.The modeled gravity was interpolated from observed gravity values.
 RB1038
 RB1038;                    North         East     Units Scale Factor Converg.
 RB1038;SPC OR N     -   238,760.945 2,552,647.877   MT  0.99995789   +0 28 49.5
 RB1038;SPC OR N     -   783,336.43  8,374,828.99   iFT  0.99995789   +0 28 49.5
 RB1038;SPC WA S     -    53,571.506   552,650.307   MT  1.00000461   +0 29 31.4
 RB1038;SPC WA S     -   175,759.18  1,813,153.55   sFT  1.00000461   +0 29 31.4
 RB1038;UTM  11      - 5,077,175.675   280,708.751   MT  1.00019124   -2 01 29.3
 RB1038
 RB1038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RB1038!SPC OR N     -   0.99998491  x   0.99995789  =   0.99994280
 RB1038!SPC WA S     -   0.99998491  x   1.00000461  =   0.99998952
 RB1038!UTM  11      -   0.99998491  x   1.00019124  =   1.00017615
 RB1038
 RB1038                          SUPERSEDED SURVEY CONTROL
 RB1038
 RB1038  NAD 83(1998)-  45 48 47.77113(N)    119 49 21.32082(W) AD(       ) A
 RB1038  ELLIP H (04/24/00)   96.256  (m)                       GP(       ) 3 1
 RB1038  NAD 83(1991)-  45 48 47.77048(N)    119 49 21.31978(W) AD(       ) 3
 RB1038  ELLIP H (12/23/92)   96.354  (m)                       GP(       ) 4 2
 RB1038  NAVD 88 (10/13/99)  118.09   (m)          387.4    (f) LEVELING    3  
 RB1038  NGVD 29 (??/??/92)  117.079  (m)          384.12   (f) ADJ UNCH    1 1
 RB1038
 RB1038.Superseded values are not recommended for survey control.
 RB1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1038.See file dsdata.txt to determine how the superseded data were derived.
 RB1038
 RB1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKL8070977176(NAD 83)
 RB1038_MARKER: DB = BENCH MARK DISK
 RB1038_SETTING: 66 = SET IN ROCK OUTCROP
 RB1038_SP_SET: ROCK OUTCROP
 RB1038_STAMPING: D 639 1968
 RB1038_MARK LOGO: CGS   
 RB1038_MAGNETIC: N = NO MAGNETIC MATERIAL
 RB1038_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RB1038+STABILITY: POSITION/ELEVATION WELL
 RB1038_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RB1038+SATELLITE: SATELLITE OBSERVATIONS - September 11, 1998
 RB1038
 RB1038  HISTORY     - Date     Condition        Report By
 RB1038  HISTORY     - 1968     MONUMENTED       CGS
 RB1038  HISTORY     - 1988     GOOD             USPSQD
 RB1038  HISTORY     - 1989     GOOD             USPSQD
 RB1038  HISTORY     - 19920819 GOOD             NGS
 RB1038  HISTORY     - 19980911 GOOD             ORDT
 RB1038
 RB1038                          STATION DESCRIPTION
 RB1038
 RB1038'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 RB1038'6.25 MI W FROM BOARDMAN.
 RB1038'4.9 MILES WEST ALONG INTERSTATE HIGHWAY 80 N FROM THE OVERPASS AT
 RB1038'BOARDMAN, THENCE 0.6 MILE SOUTH ALONG TOWER ROAD, THENCE 0.75 MILE
 RB1038'WEST ALONG A GRAVELED ROAD, AT BOARDMAN BOMBING RANGE INTERNATIONAL
 RB1038'AIR TERMINAL, 0.5 MILE SOUTHWEST ALONG THE NORTHEAST-SOUTHWEST ASPHALT
 RB1038'RUNWAY FROM BENCH MARK C 639, IN THE TOP OF AN OUTCROP WHICH PROJECTS
 RB1038'ABOUT 0.1 FOOT ABOVE THE GROUND, 181 FEET SOUTHEAST OF THE SOUTHEAST
 RB1038'EDGE OF A RUNWAY, 145.6 FEET NORTHWEST OF A FENCE, 1.0 FOOT SOUTHWEST
 RB1038'OF A WITNESS POST, AND ABOUT LEVEL WITH THE RUNWAY.
 RB1038
 RB1038                          STATION RECOVERY (1988)
 RB1038
 RB1038'RECOVERY NOTE BY US POWER SQUADRON 1988 (RCC)
 RB1038'RECOVERED IN GOOD CONDITION.
 RB1038
 RB1038                          STATION RECOVERY (1989)
 RB1038
 RB1038'RECOVERY NOTE BY US POWER SQUADRON 1989 (RCC)
 RB1038'RECOVERED IN GOOD CONDITION.
 RB1038
 RB1038                          STATION RECOVERY (1992)
 RB1038
 RB1038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 RB1038'STATION IS LOCATED ABOUT 70 KM (43.5 MI) WEST OF PENDELTON, 8 KM
 RB1038'(5.0 MI) WEST OF BOARDMAN, 1 KM (0.6 MI) SOUTH OF INTERSTATE
 RB1038'HIGHWAY 84, AT THE BOARDMAN AIRPORT, BETWEEN THE RUNWAY AND THE
 RB1038'SOUTHEAST PERIMETER FENCE, ABOUT 412 M (1351.7 FT) NORTHEAST OF
 RB1038'THE END OF RUNWAY 4.  OWNERSHIP--PORT OF MORROW, PO BOX 200,
 RB1038'BOARDMAN, OR 97818. CONTACT GARY NEAL, PORT OF MORROW, PHONE
 RB1038'503-481-7678.
 RB1038'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 84 AND TOWER ROAD
 RB1038'(EXIT 159), ABOUT 8 KM (5.0 MI) WEST OF BOARDMAN, GO SOUTH ON
 RB1038'TOWER ROAD FOR 1.1 KM (0.7 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT,
 RB1038'WEST, ON ROAD FOR 1.0 KM (0.6 MI) TO A LOCKED GATE (COMBINATION IS
 RB1038'ON RUNWAY END SHEET).  CONTINUE AHEAD FOR 0.17 KM (0.11 MI) TO THE
 RB1038'APRON ON THE LEFT AND RUNWAY ON THE RIGHT.  BEAR SLIGHT RIGHT, THEN
 RB1038'LEFT ALONG RUNWAY FOR 0.87 KM (0.54 MI) TO THE STATION ON THE
 RB1038'LEFT.
 RB1038'STATION MARK IS SET IN A DRILL HOLE IN THE MIDDLE OF A 0.3 M (1.0 FT)
 RB1038'X 0.7 M (2.3 FT) GRAY FLAT OUTCROP THAT PROJECTS 2 CM ABOVE
 RB1038'GROUND. IT IS 54.6 M (179.1 FT) SOUTHEAST OF THE RUNWAY EDGE, 0.4
 RB1038'M (1.3 FT) SOUTHWEST OF A METAL WITNESS POST, 44.2 M (145.0 FT)
 RB1038'NORTHWEST OF THE PERIMETER FENCE, 2.1 M (6.9 FT) NORTHWEST OF A
 RB1038'SHALLOW DITCH, AND 39.9 M (130.9 FT) EAST-NORTHEAST OF THE EAST
 RB1038'ONE OF THREE OLD TELEPHONE PEDESTALS.
 RB1038
 RB1038                          STATION RECOVERY (1998)
 RB1038
 RB1038'RECOVERY NOTE BY OREGON DEPARTMENT OF TRANSPORTATION 1998 (KW)
 RB1038'THE STATION IS LOCATED ABOUT 29.1 KM (18.10 MI) EAST OF ARLINGTON,
 RB1038'10.3 KM (6.40 MI) WEST OF BOARDMAN, 1.6 KM (1.00 MI) SOUTH OF
 RB1038'INTERSTATE HIGHWAY 84, AT THE BOARDMAN AIRPORT, 0.4 KM (0.25 MI)
 RB1038'NORTHEAST OF RUNWAY END 4, AND IN TOP OF A SMALL EXPOSURE OF LAVA
 RB1038'OUTCROP ON THE SOUTHEAST SIDE OF THE RUNWAY.  OWNERSHIP--PORT OF
 RB1038'MORROW, PO BOX 200, BOARDMAN, OR 97818.  PHONE 541-481-7678.  TO REACH
 RB1038'THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 84 AND U.S.
 RB1038'HIGHWAY 730 (EXIT 168), ABOUT 6.4 KM (3.95 MI) EAST OF BOARDMAN, GO
 RB1038'WEST ON INTERSTATE HIGHWAY 84 FOR 14.1 KM (8.75 MI) TO THE OVERPASS OF
 RB1038'TOWER ROAD (EXIT 159).  EXIT, THEN GO SOUTH ON TOWER ROAD FOR 0.9 KM
 RB1038'(0.55 MI) TO THE JUNCTION OF ED KUNZE ROAD.  TURN RIGHT, WEST, ON
 RB1038'PAVED ROAD FOR 1.0 KM (0.60 MI) TO AIRPORT PERIMETER FENCE AND GATE.
 RB1038'PASS THROUGH GATE AND CONTINUE SOUTHWEST ON ACCESS ROAD TO APRON ON
 RB1038'THE LEFT AND RUNWAY ON THE RIGHT.  BEAR SLIGHT RIGHT THEN LEFT,
 RB1038'SOUTHWEST ALONG RUNWAY FOR 0.88 KM (0.55 MI) TO THE STATION ON THE
 RB1038'LEFT.  THE STATION IS A STANDARD DISK SET IN A DRILL HOLE IN TOP OF A
 RB1038'30 CM BY 70 CM EXPOSURE OF GREY FLAT OUTCROP THAT PROJECTS 2 CM ABOVE
 RB1038'THE GROUND.  IT IS 54.6 M (179.1 FT) SOUTHEAST FROM THE SOUTHEAST EDGE
 RB1038'OF THE RUNWAY, 44.2 M (145.0 FT) NORTHWEST FROM THE PERIMETER FENCE,
 RB1038'39.9 M (130.9 FT) EAST-NORTHEAST FROM THE EASTERN ONE OF THREE OLD
 RB1038'TELEPHONE PEDESTALS, 2.1 M (6.9 FT) NORTHWEST FROM A SHALLOW DITCH,
 RB1038'AND 0.4 M (1.3 FT) SOUTHWEST FROM A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0181 ***********************************************************************
 QD0181  DESIGNATION -  D 64
 QD0181  PID         -  QD0181
 QD0181  STATE/COUNTY-  OR/WHEELER
 QD0181  USGS QUAD   -  LAWSON MOUNTAIN (1992)
 QD0181
 QD0181                         *CURRENT SURVEY CONTROL
 QD0181  ___________________________________________________________________
 QD0181* NAD 83(1986)-  44 33 03.     (N)    120 19 01.     (W)     SCALED    
 QD0181* NAVD 88     -       930.347  (meters)    3052.31   (feet)  ADJUSTED  
 QD0181  ___________________________________________________________________
 QD0181  GEOID HEIGHT-         -19.77  (meters)                     GEOID03
 QD0181  DYNAMIC HT  -         930.055 (meters)    3051.36  (feet)  COMP
 QD0181  MODELED GRAV-     980,272.1   (mgal)                       NAVD 88
 QD0181
 QD0181  VERT ORDER  -  FIRST     CLASS II
 QD0181
 QD0181.The horizontal coordinates were scaled from a topographic map and have
 QD0181.an estimated accuracy of +/- 6 seconds.
 QD0181
 QD0181.The orthometric height was determined by differential leveling
 QD0181.and adjusted in June 1991.
 QD0181
 QD0181.The geoid height was determined by GEOID03.
 QD0181
 QD0181.The dynamic height is computed by dividing the NAVD 88
 QD0181.geopotential number by the normal gravity value computed on the
 QD0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0181.degrees latitude (g = 980.6199 gals.).
 QD0181
 QD0181.The modeled gravity was interpolated from observed gravity values.
 QD0181
 QD0181;                    North         East    Units  Estimated Accuracy
 QD0181;SPC OR N     -    98,270.    2,514,550.      MT  (+/- 180 meters Scaled)
 QD0181
 QD0181                          SUPERSEDED SURVEY CONTROL
 QD0181
 QD0181  NGVD 29 (??/??/92)  929.173  (m)         3048.46   (f) ADJ UNCH    1 2
 QD0181
 QD0181.Superseded values are not recommended for survey control.
 QD0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0181.See file dsdata.txt to determine how the superseded data were derived.
 QD0181
 QD0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGQ131365(NAD 83)
 QD0181_MARKER: DD = SURVEY DISK
 QD0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD0181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QD0181_STAMPING: D 64 1931
 QD0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0181+STABILITY: SURFACE MOTION
 QD0181
 QD0181  HISTORY     - Date     Condition        Report By
 QD0181  HISTORY     - 1931     MONUMENTED       USFS
 QD0181  HISTORY     - 1935     GOOD             NGS
 QD0181  HISTORY     - 1968     GOOD             NGS
 QD0181  HISTORY     - 19880727 MARK NOT FOUND   NGS
 QD0181
 QD0181                          STATION DESCRIPTION
 QD0181
 QD0181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 QD0181'10.9 MI W FROM MITCHELL.
 QD0181'10.9 MILES WEST ALONG OCHOCO HIGHWAY FROM MITCHELL, WHEELER COUNTY, AT
 QD0181'THE INTERSECTION WITH THE ROAD TO BEAR CREEK.  93 FEET WEST OF THE
 QD0181'HIGHWAY CENTERLINE, 2 FEET SOUTH OF THE GATE ACROSS THE ROAD, 38 FEET
 QD0181'NORTH OF A SMALL CREEK, IN THE TOP OF A CONCRETE AND TILE POST.  A
 QD0181'UNITED STATES FOREST SERVICE STANDARD DISK STAMPED D 64 1931.
 QD0181
 QD0181                          STATION RECOVERY (1968)
 QD0181
 QD0181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 QD0181'RECOVERED IN GOOD CONDITION.
 QD0181
 QD0181                          STATION RECOVERY (1988)
 QD0181
 QD0181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QD0181'THERE HAS BEEN GRADEING AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB1075 ***********************************************************************
 RB1075  DESIGNATION -  D 640
 RB1075  PID         -  RB1075
 RB1075  STATE/COUNTY-  OR/MORROW
 RB1075  USGS QUAD   -  IRRIGON (1993)
 RB1075
 RB1075                         *CURRENT SURVEY CONTROL
 RB1075  ___________________________________________________________________
 RB1075* NAD 83(1986)-  45 53 46.     (N)    119 29 17.     (W)     SCALED    
 RB1075* NAVD 88     -        91.213  (meters)     299.25   (feet)  ADJUSTED  
 RB1075  ___________________________________________________________________
 RB1075  GEOID HEIGHT-         -21.82  (meters)                     GEOID03
 RB1075  DYNAMIC HT  -          91.213 (meters)     299.25  (feet)  COMP
 RB1075  MODELED GRAV-     980,620.7   (mgal)                       NAVD 88
 RB1075
 RB1075  VERT ORDER  -  FIRST     CLASS I
 RB1075
 RB1075.The horizontal coordinates were scaled from a topographic map and have
 RB1075.an estimated accuracy of +/- 6 seconds.
 RB1075
 RB1075.The orthometric height was determined by differential leveling
 RB1075.and adjusted in June 1991.
 RB1075
 RB1075.The geoid height was determined by GEOID03.
 RB1075
 RB1075.The dynamic height is computed by dividing the NAVD 88
 RB1075.geopotential number by the normal gravity value computed on the
 RB1075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB1075.degrees latitude (g = 980.6199 gals.).
 RB1075
 RB1075.The modeled gravity was interpolated from observed gravity values.
 RB1075
 RB1075;                    North         East    Units  Estimated Accuracy
 RB1075;SPC OR N     -   248,240.    2,578,530.      MT  (+/- 180 meters Scaled)
 RB1075
 RB1075                          SUPERSEDED SURVEY CONTROL
 RB1075
 RB1075  NGVD 29 (??/??/92)   90.217  (m)          295.99   (f) ADJ UNCH    1 1
 RB1075
 RB1075.Superseded values are not recommended for survey control.
 RB1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1075.See file dsdata.txt to determine how the superseded data were derived.
 RB1075
 RB1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL069855(NAD 83)
 RB1075_MARKER: DB = BENCH MARK DISK
 RB1075_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RB1075_SP_SET: FOUNDATION
 RB1075_STAMPING: D 640 1968
 RB1075_MARK LOGO: CGS   
 RB1075_MAGNETIC: N = NO MAGNETIC MATERIAL
 RB1075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB1075+STABILITY: SURFACE MOTION
 RB1075
 RB1075  HISTORY     - Date     Condition        Report By
 RB1075  HISTORY     - 1968     MONUMENTED       CGS
 RB1075  HISTORY     - 1989     GOOD             USPSQD
 RB1075  HISTORY     - 19910822 GOOD             NGS
 RB1075
 RB1075                          STATION DESCRIPTION
 RB1075
 RB1075'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 RB1075'IN IRRIGON.
 RB1075'AT IRRIGON, 0.2 MILE EAST ALONG U.S. HIGHWAY 730 FROM THE POST OFFICE,
 RB1075'0.15 MILE EAST OF THE JUNCTION OF EIGHTH STREET, IN R27E T5N, SECTION
 RB1075'19, IN THE TOP OF A 3- BY 3-FOOT CONCRETE FOUNDATION WHICH PROJECTS
 RB1075'ABOUT 1/2 FOOT ABOVE THE GROUND, 35 FEET NORTH OF THE CENTER LINE OF
 RB1075'THE HIGHWAY, 102 FEET NORTH AND ACROSS THE HIGHWAY FROM THE NORTHEAST
 RB1075'CORNER OF A TEXACO SERVICE STATION, 78.0 FEET SOUTH OF THE SOUTH RAIL
 RB1075'OF THE UNION PACIFIC RAILROAD, 30.6 FEET SOUTH OF A FENCE, 5 FEET EAST
 RB1075'OF A POWER POLE BEARING A LIGHT, AND ABOUT 1/2 FOOT LOWER THAN THE
 RB1075'HIGHWAY.
 RB1075
 RB1075                          STATION RECOVERY (1989)
 RB1075
 RB1075'RECOVERY NOTE BY US POWER SQUADRON 1989 (RCC)
 RB1075'RECOVERED IN GOOD CONDITION.
 RB1075
 RB1075                          STATION RECOVERY (1991)
 RB1075
 RB1075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 RB1075'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB1524 ***********************************************************************
 RB1524  DESIGNATION -  D 640 RESET
 RB1524  PID         -  RB1524
 RB1524  STATE/COUNTY-  OR/MORROW
 RB1524  USGS QUAD   -  IRRIGON (1993)
 RB1524
 RB1524                         *CURRENT SURVEY CONTROL
 RB1524  ___________________________________________________________________
 RB1524* NAD 83(1986)-  45 53 46.     (N)    119 29 17.     (W)     SCALED    
 RB1524* NAVD 88     -        91.10   (meters)     298.9    (feet)  RESET     
 RB1524  ___________________________________________________________________
 RB1524  GEOID HEIGHT-         -21.82  (meters)                     GEOID03
 RB1524  VERT ORDER  -  THIRD
 RB1524
 RB1524.The horizontal coordinates were scaled from a topographic map and have
 RB1524.an estimated accuracy of +/- 6 seconds.
 RB1524
 RB1524.The orthometric height was computed from unverified reset data.
 RB1524.No vertical observational check was made to the station.
 RB1524
 RB1524.The geoid height was determined by GEOID03.
 RB1524
 RB1524;                    North         East    Units  Estimated Accuracy
 RB1524;SPC OR N     -   248,240.    2,578,530.      MT  (+/- 180 meters Scaled)
 RB1524
 RB1524                          SUPERSEDED SURVEY CONTROL
 RB1524
 RB1524  NGVD 29 (10/26/06)   90.11   (m)          295.6    (f) RESET       3  
 RB1524
 RB1524.Superseded values are not recommended for survey control.
 RB1524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1524.See file dsdata.txt to determine how the superseded data were derived.
 RB1524
 RB1524_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL069855(NAD 83)
 RB1524_MARKER: DB = BENCH MARK DISK
 RB1524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB1524_SP_SET: CONCRETE POST
 RB1524_STAMPING: D 640 RESET 1988
 RB1524_MARK LOGO: NGS   
 RB1524_MAGNETIC: N = NO MAGNETIC MATERIAL
 RB1524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB1524+STABILITY: SURFACE MOTION
 RB1524_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RB1524+SATELLITE: SATELLITE OBSERVATIONS - 1988
 RB1524
 RB1524  HISTORY     - Date     Condition        Report By
 RB1524  HISTORY     - 1988     MONUMENTED       NGS
 RB1524
 RB1524                          STATION DESCRIPTION
 RB1524
 RB1524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 RB1524'THE MARK IS LOCATED IN IRRIGON, SET INTO A CONCRETE MONUMENT THAT IS 5
 RB1524'CM BELOW THE SURFACE OF THE GROUND.  IT IS 33.8 METERS (110.9 FT)
 RB1524'EAST OF THE CENTERLINE OF TENTH STREET, 21.2 METERS (69.6 FT) NORTH OF
 RB1524'THE CENTERLINE OF THE HIGHWAY, 5.9 METERS (19.4 FT) WEST-NORTHWEST OF
 RB1524'A LOCUST TREE AND 0.5 METER (1.6 FT) EAST OF A WITNESS POST.
 RB1524'DESCRIBED BY L.L. RIGGERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0103 ***********************************************************************
 RC0103  DESIGNATION -  D 641
 RC0103  PID         -  RC0103
 RC0103  STATE/COUNTY-  OR/GILLIAM
 RC0103  USGS QUAD   -  ARLINGTON (1971)
 RC0103
 RC0103                         *CURRENT SURVEY CONTROL
 RC0103  ___________________________________________________________________
 RC0103* NAD 83(1986)-  45 43 10.     (N)    120 10 22.     (W)     SCALED    
 RC0103* NAVD 88     -       271.267  (meters)     889.98   (feet)  ADJUSTED  
 RC0103  ___________________________________________________________________
 RC0103  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 RC0103  DYNAMIC HT  -         271.265 (meters)     889.98  (feet)  COMP
 RC0103  MODELED GRAV-     980,599.8   (mgal)                       NAVD 88
 RC0103
 RC0103  VERT ORDER  -  FIRST     CLASS I
 RC0103
 RC0103.The horizontal coordinates were scaled from a topographic map and have
 RC0103.an estimated accuracy of +/- 6 seconds.
 RC0103
 RC0103.The orthometric height was determined by differential leveling
 RC0103.and adjusted in June 1991.
 RC0103
 RC0103.The geoid height was determined by GEOID03.
 RC0103
 RC0103.The dynamic height is computed by dividing the NAVD 88
 RC0103.geopotential number by the normal gravity value computed on the
 RC0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0103.degrees latitude (g = 980.6199 gals.).
 RC0103
 RC0103.The modeled gravity was interpolated from observed gravity values.
 RC0103
 RC0103;                    North         East    Units  Estimated Accuracy
 RC0103;SPC OR N     -   228,160.    2,525,470.      MT  (+/- 180 meters Scaled)
 RC0103
 RC0103                          SUPERSEDED SURVEY CONTROL
 RC0103
 RC0103  NGVD 29 (??/??/92)  270.271  (m)          886.71   (f) ADJ UNCH    1 1
 RC0103
 RC0103.Superseded values are not recommended for survey control.
 RC0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0103.See file dsdata.txt to determine how the superseded data were derived.
 RC0103
 RC0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGR200667(NAD 83)
 RC0103_MARKER: DB = BENCH MARK DISK
 RC0103_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RC0103_SP_SET: FOUNDATION
 RC0103_STAMPING: D 641 1968
 RC0103_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RC0103
 RC0103  HISTORY     - Date     Condition        Report By
 RC0103  HISTORY     - 1968     MONUMENTED       CGS
 RC0103
 RC0103                          STATION DESCRIPTION
 RC0103
 RC0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 RC0103'2.3 MI SE FROM ARLINGTON.
 RC0103'0.85 MILE SOUTH ALONG STATE HIGHWAY 19 FROM THE POST OFFICE AT
 RC0103'ARLINGTON, THENCE 1.45 MILES EAST AND NORTH ALONG AIRPORT ROAD, AT THE
 RC0103'ENTRANCE TO THE ARLINGTON AIRPORT, IN THE TOP OF THE WEST END OF THE
 RC0103'NORTH CONCRETE FOUNDATION OF A STEEL-PIPE CATTLEGUARD, 4 FEET WEST OF
 RC0103'THE CENTER LINE OF THE ROAD, 1.2 FEET EAST OF THE NORTHWEST CORNER OF
 RC0103'THE CATTLEGUARD, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0052 ***********************************************************************
 NX0052  DESIGNATION -  D 65
 NX0052  PID         -  NX0052
 NX0052  STATE/COUNTY-  OR/HARNEY
 NX0052  USGS QUAD   -  COLONY RANCH (1981)
 NX0052
 NX0052                         *CURRENT SURVEY CONTROL
 NX0052  ___________________________________________________________________
 NX0052* NAD 83(1986)-  42 04 43.     (N)    118 35 24.     (W)     SCALED    
 NX0052* NAVD 88     -      1292.845  (meters)    4241.61   (feet)  ADJUSTED  
 NX0052  ___________________________________________________________________
 NX0052  GEOID HEIGHT-         -19.69  (meters)                     GEOID03
 NX0052  DYNAMIC HT  -        1292.022 (meters)    4238.91  (feet)  COMP
 NX0052  MODELED GRAV-     979,940.8   (mgal)                       NAVD 88
 NX0052
 NX0052  VERT ORDER  -  FIRST     CLASS II
 NX0052
 NX0052.The horizontal coordinates were scaled from a topographic map and have
 NX0052.an estimated accuracy of +/- 6 seconds.
 NX0052
 NX0052.The orthometric height was determined by differential leveling
 NX0052.and adjusted in June 1991.
 NX0052
 NX0052.The geoid height was determined by GEOID03.
 NX0052
 NX0052.The dynamic height is computed by dividing the NAVD 88
 NX0052.geopotential number by the normal gravity value computed on the
 NX0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0052.degrees latitude (g = 980.6199 gals.).
 NX0052
 NX0052.The modeled gravity was interpolated from observed gravity values.
 NX0052
 NX0052;                    North         East    Units  Estimated Accuracy
 NX0052;SPC OR S     -    47,560.    1,658,050.      MT  (+/- 180 meters Scaled)
 NX0052
 NX0052                          SUPERSEDED SURVEY CONTROL
 NX0052
 NX0052  NGVD 29 (??/??/92) 1291.703  (m)         4237.86   (f) ADJ UNCH    1 2
 NX0052
 NX0052.Superseded values are not recommended for survey control.
 NX0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NX0052.See file dsdata.txt to determine how the superseded data were derived.
 NX0052
 NX0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG684597(NAD 83)
 NX0052_MARKER: DB = BENCH MARK DISK
 NX0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NX0052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NX0052_STAMPING: D 65 1931
 NX0052_MARK LOGO: CGS   
 NX0052_PROJECTION: PROJECTING 20 CENTIMETERS
 NX0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NX0052+STABILITY: SURFACE MOTION
 NX0052
 NX0052  HISTORY     - Date     Condition        Report By
 NX0052  HISTORY     - 1931     MONUMENTED       CGS
 NX0052  HISTORY     - 1977     GOOD             USGS
 NX0052  HISTORY     - 1984     GOOD             NGS
 NX0052
 NX0052                          STATION DESCRIPTION
 NX0052
 NX0052'DESCRIBED BY US GEOLOGICAL SURVEY 1977
 NX0052'6.7 MI N FROM DENIO.
 NX0052'6.7 MILES NORTH ALONG THE ROAD TO FIELDS FROM THE POST OFFICE AT
 NX0052'DENIO, NEVADA.  300 FEET WEST OF THE ROAD AT AN EAST-WEST FENCE LINE,
 NX0052'20 FEET NORTH OF THE FENCE AND IN A STACK YARD.  A STANDARD DISK SET
 NX0052'IN THE TOP OF A CONCRETE POST.
 NX0052
 NX0052                          STATION RECOVERY (1984)
 NX0052
 NX0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NX0052'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  10.49 KM
 NX0052'(6.52 MI) NORTH ALONG THE WINNEMUCCA CRANE ROAD FROM THE POST OFFICE
 NX0052'AT DENIO, NEVADA, IN THE NORTHWEST CORNER OF THE T JUNCTION OF A DIRT
 NX0052'ROAD LEADING WEST TO A RANCH HOUSE, 75.5 METERS (247.5 FT) NORTHWEST
 NX0052'OF THE CENTER OF THE ROAD, 14.2 METERS (46.5 FT) NORTH OF THE CENTER
 NX0052'OF THE ROAD LEADING TO THE HOUSE, 10.0 METERS (32.8 FT) NORTHEAST OF
 NX0052'THE EAST END OF A GATE AND 5.6 METERS (18.4 FT) NORTH OF A FENCE
 NX0052'CORNER.
 NX0052'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 NX0052'THE MARK IS 1.5 M ABOVE THE MAIN ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2724 ***********************************************************************
 QE2724  DESIGNATION -  D 677
 QE2724  PID         -  QE2724
 QE2724  STATE/COUNTY-  OR/LINCOLN
 QE2724  USGS QUAD   -  TOLEDO NORTH (1984)
 QE2724
 QE2724                         *CURRENT SURVEY CONTROL
 QE2724  ___________________________________________________________________
 QE2724* NAD 83(1986)-  44 39 22.     (N)    123 57 11.     (W)     SCALED    
 QE2724* NAVD 88     -         5.437  (meters)      17.84   (feet)  ADJUSTED  
 QE2724  ___________________________________________________________________
 QE2724  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 QE2724  DYNAMIC HT  -           5.437 (meters)      17.84  (feet)  COMP
 QE2724  MODELED GRAV-     980,605.7   (mgal)                       NAVD 88
 QE2724
 QE2724  VERT ORDER  -  SECOND    CLASS I
 QE2724
 QE2724.The horizontal coordinates were scaled from a topographic map and have
 QE2724.an estimated accuracy of +/- 6 seconds.
 QE2724
 QE2724.The orthometric height was determined by differential leveling
 QE2724.and adjusted in August 1995.
 QE2724
 QE2724.The geoid height was determined by GEOID03.
 QE2724
 QE2724.The dynamic height is computed by dividing the NAVD 88
 QE2724.geopotential number by the normal gravity value computed on the
 QE2724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE2724.degrees latitude (g = 980.6199 gals.).
 QE2724
 QE2724.The modeled gravity was interpolated from observed gravity values.
 QE2724
 QE2724;                    North         East    Units  Estimated Accuracy
 QE2724;SPC OR N     -   115,800.    2,226,220.      MT  (+/- 180 meters Scaled)
 QE2724
 QE2724                          SUPERSEDED SURVEY CONTROL
 QE2724
 QE2724.No superseded survey control is available for this station.
 QE2724
 QE2724_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ244451(NAD 83)
 QE2724_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QE2724_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QE2724_SP_SET: BRIDGE CURB
 QE2724_STAMPING: D 677 1979
 QE2724_MARK LOGO: ORHD  
 QE2724_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE2724
 QE2724  HISTORY     - Date     Condition        Report By
 QE2724  HISTORY     - 1979     MONUMENTED       ORHD
 QE2724  HISTORY     - 1979     GOOD             USGS
 QE2724
 QE2724                          STATION DESCRIPTION
 QE2724
 QE2724'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 QE2724'5.3 KM (3.30 MI) NORTH FROM TOLEDO.
 QE2724'TOLEDO (CITY HALL), 1.45 MI NW OF, ALONG US HWY BUSINESS 20, THENCE
 QE2724'1.55 MI N ALONG OR HWY 229.  0.3 MI N OF MILEPOST 30, AT BRIDGE OVER
 QE2724'DEPOT CREEK, 16 FT W OF CENTERLINE OF HWY, 1.2 FT S OF N END OF W
 QE2724'CONCRETE CURB OF BRIDGE, 0.  5 FT E OF WEST CONCRETE BRIDGE RAIL.
 QE2724'THE MARK IS 1 FT ABOVE HWY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0187 ***********************************************************************
 NX0187  DESIGNATION -  D 696
 NX0187  PID         -  NX0187
 NX0187  STATE/COUNTY-  OR/HARNEY
 NX0187  USGS QUAD   -  COLONY RANCH (1981)
 NX0187
 NX0187                         *CURRENT SURVEY CONTROL
 NX0187  ___________________________________________________________________
 NX0187* NAD 83(1986)-  42 05 44.     (N)    118 34 29.     (W)     SCALED    
 NX0187* NAVD 88     -      1276.521  (meters)    4188.05   (feet)  ADJUSTED  
 NX0187  ___________________________________________________________________
 NX0187  GEOID HEIGHT-         -19.70  (meters)                     GEOID03
 NX0187  DYNAMIC HT  -        1275.706 (meters)    4185.38  (feet)  COMP
 NX0187  MODELED GRAV-     979,939.7   (mgal)                       NAVD 88
 NX0187
 NX0187  VERT ORDER  -  FIRST     CLASS II
 NX0187
 NX0187.The horizontal coordinates were scaled from a topographic map and have
 NX0187.an estimated accuracy of +/- 6 seconds.
 NX0187
 NX0187.The orthometric height was determined by differential leveling
 NX0187.and adjusted in June 1991.
 NX0187
 NX0187.The geoid height was determined by GEOID03.
 NX0187
 NX0187.The dynamic height is computed by dividing the NAVD 88
 NX0187.geopotential number by the normal gravity value computed on the
 NX0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0187.degrees latitude (g = 980.6199 gals.).
 NX0187
 NX0187.The modeled gravity was interpolated from observed gravity values.
 NX0187
 NX0187;                    North         East    Units  Estimated Accuracy
 NX0187;SPC OR S     -    49,480.    1,659,270.      MT  (+/- 180 meters Scaled)
 NX0187
 NX0187                          SUPERSEDED SURVEY CONTROL
 NX0187
 NX0187.No superseded survey control is available for this station.
 NX0187
 NX0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG697615(NAD 83)
 NX0187_MARKER: DB = BENCH MARK DISK
 NX0187_SETTING: 66 = SET IN ROCK OUTCROP
 NX0187_SP_SET: ROCK OUTCROP
 NX0187_STAMPING: D 696 1984
 NX0187_MARK LOGO: NGS   
 NX0187_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NX0187+STABILITY: POSITION/ELEVATION WELL
 NX0187
 NX0187  HISTORY     - Date     Condition        Report By
 NX0187  HISTORY     - 1984     MONUMENTED       NGS
 NX0187
 NX0187                          STATION DESCRIPTION
 NX0187
 NX0187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 NX0187'12.9 KM (8.0 MI) NORTH FROM DENIO.
 NX0187'12.95 KM (8.05 MI) NORTH ALONG THE WINNEMUCCA CRANE ROAD FROM THE POST
 NX0187'OFFICE AT DENIO, NEVADA, IN THE TOP CENTER OF A 3 BY 3 FOOT PORTION OF
 NX0187'OUTCROP PROJECTING 1 FOOT FROM A LONG CUTBANK, AT THE NORTH END OF A
 NX0187'SHARP CURVE, 0.34 KM (0.21 MI) SOUTHEAST OF A POWER LINE CROSSING,
 NX0187'8.5 METERS (28 FT) SOUTHWEST OF THE CENTER OF THE ROAD AND ABOUT 404
 NX0187'FEET SOUTHEAST OF THE NORTHWEST END OF THE CUT.
 NX0187'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 NX0187'THE MARK IS 0.6 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0211 ***********************************************************************
 NX0211  DESIGNATION -  D 697
 NX0211  PID         -  NX0211
 NX0211  STATE/COUNTY-  OR/HARNEY
 NX0211  USGS QUAD   -  ALVORD HOT SPRINGS (1979)
 NX0211
 NX0211                         *CURRENT SURVEY CONTROL
 NX0211  ___________________________________________________________________
 NX0211* NAD 83(1986)-  42 35 01.     (N)    118 30 48.     (W)     SCALED    
 NX0211* NAVD 88     -      1250.948  (meters)    4104.15   (feet)  ADJUSTED  
 NX0211  ___________________________________________________________________
 NX0211  GEOID HEIGHT-         -19.12  (meters)                     GEOID03
 NX0211  DYNAMIC HT  -        1250.130 (meters)    4101.47  (feet)  COMP
 NX0211  MODELED GRAV-     979,925.9   (mgal)                       NAVD 88
 NX0211
 NX0211  VERT ORDER  -  FIRST     CLASS II
 NX0211
 NX0211.The horizontal coordinates were scaled from a topographic map and have
 NX0211.an estimated accuracy of +/- 6 seconds.
 NX0211
 NX0211.The orthometric height was determined by differential leveling
 NX0211.and adjusted in June 1991.
 NX0211
 NX0211.The geoid height was determined by GEOID03.
 NX0211
 NX0211.The dynamic height is computed by dividing the NAVD 88
 NX0211.geopotential number by the normal gravity value computed on the
 NX0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0211.degrees latitude (g = 980.6199 gals.).
 NX0211
 NX0211.The modeled gravity was interpolated from observed gravity values.
 NX0211
 NX0211;                    North         East    Units  Estimated Accuracy
 NX0211;SPC OR S     -   103,790.    1,663,060.      MT  (+/- 180 meters Scaled)
 NX0211
 NX0211                          SUPERSEDED SURVEY CONTROL
 NX0211
 NX0211.No superseded survey control is available for this station.
 NX0211
 NX0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH758156(NAD 83)
 NX0211_MARKER: I = METAL ROD
 NX0211_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NX0211_SP_SET: STAINLESS STEEL ROD
 NX0211_STAMPING: D 697 1984
 NX0211_MARK LOGO: NGS   
 NX0211_PROJECTION: FLUSH
 NX0211_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NX0211_ROD/PIPE-DEPTH: 12.2 meters
 NX0211
 NX0211  HISTORY     - Date     Condition        Report By
 NX0211  HISTORY     - 1984     MONUMENTED       NGS
 NX0211
 NX0211                          STATION DESCRIPTION
 NX0211
 NX0211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 NX0211'41.9 KM (26.1 MI) NORTH FROM FIELDS.
 NX0211'41.94 KM (26.09 MI) NORTH ALONG THE WINNEMUCCA CRANE ROAD FROM THE
 NX0211'POST OFFICE AT FIELDS, 1.20 KM (0.75 MI) SOUTH OF THE CROSSING OF
 NX0211'LITTLE ALVORD CREEK, 39.3 METERS (129 FT) SOUTHEAST OF THE CENTER OF
 NX0211'THE ROAD, 30.2 METERS (99 FT) NORTHWEST ACROSS A STREAM FROM THE
 NX0211'NORTHEAST POLE OF A POWER LINE CROSSING THE STREAM AND 16.2 METERS
 NX0211'(53 FT) NORTHWEST OF THE NORTHWEST BANK OF THE STREAM.
 NX0211'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 NX0211'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0562 ***********************************************************************
 PA0562  DESIGNATION -  D 698
 PA0562  PID         -  PA0562
 PA0562  STATE/COUNTY-  OR/HARNEY
 PA0562  USGS QUAD   -  LAMBING CANYON (1977)
 PA0562
 PA0562                         *CURRENT SURVEY CONTROL
 PA0562  ___________________________________________________________________
 PA0562* NAD 83(1986)-  43 00 57.     (N)    118 15 35.     (W)     SCALED    
 PA0562* NAVD 88     -      1329.117  (meters)    4360.61   (feet)  ADJUSTED  
 PA0562  ___________________________________________________________________
 PA0562  GEOID HEIGHT-         -18.43  (meters)                     GEOID03
 PA0562  DYNAMIC HT  -        1328.397 (meters)    4358.25  (feet)  COMP
 PA0562  MODELED GRAV-     980,032.6   (mgal)                       NAVD 88
 PA0562
 PA0562  VERT ORDER  -  FIRST     CLASS II
 PA0562
 PA0562.The horizontal coordinates were scaled from a topographic map and have
 PA0562.an estimated accuracy of +/- 6 seconds.
 PA0562
 PA0562.The orthometric height was determined by differential leveling
 PA0562.and adjusted in June 1991.
 PA0562
 PA0562.The geoid height was determined by GEOID03.
 PA0562
 PA0562.The dynamic height is computed by dividing the NAVD 88
 PA0562.geopotential number by the normal gravity value computed on the
 PA0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0562.degrees latitude (g = 980.6199 gals.).
 PA0562
 PA0562.The modeled gravity was interpolated from observed gravity values.
 PA0562
 PA0562;                    North         East    Units  Estimated Accuracy
 PA0562;SPC OR S     -   152,310.    1,682,590.      MT  (+/- 180 meters Scaled)
 PA0562
 PA0562                          SUPERSEDED SURVEY CONTROL
 PA0562
 PA0562.No superseded survey control is available for this station.
 PA0562
 PA0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH973633(NAD 83)
 PA0562_MARKER: I = METAL ROD
 PA0562_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PA0562+WITH SETTING: INFORMATION.
 PA0562_SP_SET: SHALLOW SET METAL ROD
 PA0562_STAMPING: D 698 1984
 PA0562_MARK LOGO: NGS   
 PA0562_PROJECTION: FLUSH
 PA0562_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PA0562_ROD/PIPE-DEPTH: 1.2  meters
 PA0562
 PA0562  HISTORY     - Date     Condition        Report By
 PA0562  HISTORY     - 1984     MONUMENTED       NGS
 PA0562
 PA0562                          STATION DESCRIPTION
 PA0562
 PA0562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PA0562'51.4 KM (32.0 MI) SOUTH FROM NEW PRINCETON.
 PA0562'44.14 KM (27.43 MI) SOUTHEAST ALONG STATE HIGHWAY 78 FROM THE POST
 PA0562'OFFICE AT NEW PRINCETON, THENCE 72.9 KM (4.53 MI) SOUTH ALONG THE
 PA0562'WINNEMUCCA CRANE ROAD, ON A SMALL FLAT, 0.57 KM (0.35 MI) SOUTHWEST OF
 PA0562'THE CREST OF A STEEP GRADE, 28.7 METERS (94 FT) NORTHWEST OF THE
 PA0562'CENTER OF THE ROAD AND 6.4 METERS (21 FT) SOUTHWEST OF POWER POLE
 PA0562'P198.  NOTE-ROD SET TO 4 FEET ANCHORED REFUSAL.
 PA0562'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 PA0562'THE MARK IS 0.6 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0586 ***********************************************************************
 PA0586  DESIGNATION -  D 699
 PA0586  PID         -  PA0586
 PA0586  STATE/COUNTY-  OR/HARNEY
 PA0586  USGS QUAD   -  ADOBE FLAT (1980)
 PA0586
 PA0586                         *CURRENT SURVEY CONTROL
 PA0586  ___________________________________________________________________
 PA0586* NAD 83(1986)-  43 14 53.     (N)    118 31 38.     (W)     SCALED    
 PA0586* NAVD 88     -      1259.554  (meters)    4132.39   (feet)  ADJUSTED  
 PA0586  ___________________________________________________________________
 PA0586  GEOID HEIGHT-         -18.76  (meters)                     GEOID03
 PA0586  DYNAMIC HT  -        1258.914 (meters)    4130.29  (feet)  COMP
 PA0586  MODELED GRAV-     980,068.8   (mgal)                       NAVD 88
 PA0586
 PA0586  VERT ORDER  -  FIRST     CLASS II
 PA0586
 PA0586.The horizontal coordinates were scaled from a topographic map and have
 PA0586.an estimated accuracy of +/- 6 seconds.
 PA0586
 PA0586.The orthometric height was determined by differential leveling
 PA0586.and adjusted in June 1991.
 PA0586
 PA0586.The geoid height was determined by GEOID03.
 PA0586
 PA0586.The dynamic height is computed by dividing the NAVD 88
 PA0586.geopotential number by the normal gravity value computed on the
 PA0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0586.degrees latitude (g = 980.6199 gals.).
 PA0586
 PA0586.The modeled gravity was interpolated from observed gravity values.
 PA0586
 PA0586;                    North         East    Units  Estimated Accuracy
 PA0586;SPC OR S     -   177,550.    1,660,180.      MT  (+/- 180 meters Scaled)
 PA0586
 PA0586                          SUPERSEDED SURVEY CONTROL
 PA0586
 PA0586.No superseded survey control is available for this station.
 PA0586
 PA0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH760894(NAD 83)
 PA0586_MARKER: DB = BENCH MARK DISK
 PA0586_SETTING: 66 = SET IN ROCK OUTCROP
 PA0586_SP_SET: ROCK OUTCROP
 PA0586_STAMPING: D 699 1984
 PA0586_MARK LOGO: NGS   
 PA0586_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PA0586+STABILITY: POSITION/ELEVATION WELL
 PA0586
 PA0586  HISTORY     - Date     Condition        Report By
 PA0586  HISTORY     - 1984     MONUMENTED       NGS
 PA0586
 PA0586                          STATION DESCRIPTION
 PA0586
 PA0586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PA0586'6.1 KM (3.8 MI) SOUTH FROM NEW PRINCETON.
 PA0586'6.10 KM (3.79 MI) SOUTHEAST ALONG STATE HIGHWAY 78 FROM THE POST
 PA0586'OFFICE AT NEW PRINCETON, IN TOP OF A 3 BY 6 FOOT PORTION OF BROWN
 PA0586'OUTCROP PROJECTING 3 FEET ABOVE THE BASE OF A SMALL OUTCROP RIDGE ON
 PA0586'THE SOUTHWEST SLOPE OF A LARGE HILL EAST OF A ROCKY RAVINE, 0.82 KM
 PA0586'(0.51 MI) NORTHWEST OF MILEPOST 42, 160.0 METERS (525 FT) NORTHEAST OF
 PA0586'THE HIGHWAY CENTERLINE, ABOUT 150.0 METERS (490 FT) EAST OF A WELL AND
 PA0586'35.7 METERS (117 FT) NORTHEAST OF AN OLD FENCE LINE.
 PA0586'THE MARK IS 0.2 METERS  W FROM A WITNESS POST.
 PA0586'THE MARK IS 1.5 M ABOVE A DIM TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1430 ***********************************************************************
 SC1430  DESIGNATION -  D 7 USE 1912
 SC1430  PID         -  SC1430
 SC1430  STATE/COUNTY-  OR/COLUMBIA
 SC1430  USGS QUAD   -  RAINIER (1990)
 SC1430
 SC1430                         *CURRENT SURVEY CONTROL
 SC1430  ___________________________________________________________________
 SC1430* NAD 83(1991)-  46 04 21.63205(N)    122 53 57.16783(W)     ADJUSTED  
 SC1430* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 SC1430  ___________________________________________________________________
 SC1430  LAPLACE CORR-          -4.02  (seconds)                    DEFLEC99
 SC1430  GEOID HEIGHT-         -21.65  (meters)                     GEOID03
 SC1430  HORZ ORDER  -  THIRD
 SC1430
 SC1430.The horizontal coordinates were established by classical geodetic methods
 SC1430.and adjusted by the National Geodetic Survey in October 1991.
 SC1430
 SC1430.The orthometric height was scaled from a topographic map.
 SC1430
 SC1430.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1430
 SC1430.The geoid height was determined by GEOID03.
 SC1430
 SC1430;                    North         East     Units Scale Factor Converg.
 SC1430;SPC OR N     -   270,128.642 2,314,416.196   MT  1.00001930   -1 42 05.4
 SC1430;SPC OR N     -   886,248.83  7,593,228.99   iFT  1.00001930   -1 42 05.4
 SC1430;SPC WA S     -    85,000.256   314,429.592   MT  0.99995433   -1 44 34.0
 SC1430;SPC WA S     -   278,871.67  1,031,591.09   sFT  0.99995433   -1 44 34.0
 SC1430;UTM  10      - 5,102,127.235   507,793.925   MT  0.99960075   +0 04 21.3
 SC1430
 SC1430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1430!SPC OR N     -   1.00000277  x   1.00001930  =   1.00002207
 SC1430!SPC WA S     -   1.00000277  x   0.99995433  =   0.99995710
 SC1430!UTM  10      -   1.00000277  x   0.99960075  =   0.99960351
 SC1430
 SC1430:                Primary Azimuth Mark                     Grid Az
 SC1430:SPC OR N     -  D 10 USE 1912                            020 54 07.4
 SC1430:SPC WA S     -  D 10 USE 1912                            020 56 36.0
 SC1430:UTM  10      -  D 10 USE 1912                            019 07 40.7
 SC1430
 SC1430|---------------------------------------------------------------------|
 SC1430| PID    Reference Object                     Distance      Geod. Az  |
 SC1430|                                                           dddmmss.s |
 SC1430| SC1445 D 10 USE 1912                       APPROX. 1.5 KM 0191202.0 |
 SC1430|---------------------------------------------------------------------|
 SC1430
 SC1430                          SUPERSEDED SURVEY CONTROL
 SC1430
 SC1430  NAD 83(1986)-  46 04 21.64822(N)    122 53 57.16365(W) AD(       ) 3
 SC1430  NAD 27      -  46 04 22.23956(N)    122 53 52.77080(W) AD(       ) 3
 SC1430
 SC1430.Superseded values are not recommended for survey control.
 SC1430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1430.See file dsdata.txt to determine how the superseded data were derived.
 SC1430
 SC1430_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES0779402127(NAD 83)
 SC1430
 SC1430  HISTORY     - Date     Condition        Report By
 SC1430  HISTORY     - 1912     MONUMENTED       USE
 SC1430  HISTORY     - 1949     SEE DESCRIPTION  CGS
 SC1430
 SC1430                          STATION DESCRIPTION
 SC1430
 SC1430'DESCRIBED BY US ENGINEERS 1912
 SC1430'ON A ROCKY LEDGE ABOUT 1/4 MILE ABOVE THAYERS DOCK AND ABOUT 8
 SC1430'FEET ABOVE LOW WATER.
 SC1430'
 SC1430'STATION MARK IS A CONCRETE MONUMENT WITH THE STATION NAME AND THE
 SC1430'LETTERS U S E ON ITS TOP SURFACE.
 SC1430
 SC1430                          STATION RECOVERY (1949)
 SC1430
 SC1430'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (HJH)
 SC1430'THIS STATION COULD NOT BE FOUND AFTER A THOROUGH SEARCH.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0631 ***********************************************************************
 QC0631  DESIGNATION -  D 70
 QC0631  PID         -  QC0631
 QC0631  STATE/COUNTY-  OR/WHEELER
 QC0631  USGS QUAD   -  TUBB SPRING (1990)
 QC0631
 QC0631                         *CURRENT SURVEY CONTROL
 QC0631  ___________________________________________________________________
 QC0631* NAD 83(1986)-  44 33 02.     (N)    119 47 47.     (W)     SCALED    
 QC0631* NAVD 88     -       987.845  (meters)    3240.95   (feet)  ADJUSTED  
 QC0631  ___________________________________________________________________
 QC0631  GEOID HEIGHT-         -19.15  (meters)                     GEOID03
 QC0631  DYNAMIC HT  -         987.520 (meters)    3239.89  (feet)  COMP
 QC0631  MODELED GRAV-     980,255.6   (mgal)                       NAVD 88
 QC0631
 QC0631  VERT ORDER  -  FIRST     CLASS II
 QC0631
 QC0631.The horizontal coordinates were scaled from a topographic map and have
 QC0631.an estimated accuracy of +/- 6 seconds.
 QC0631
 QC0631.The orthometric height was determined by differential leveling
 QC0631.and adjusted in June 1991.
 QC0631
 QC0631.The geoid height was determined by GEOID03.
 QC0631
 QC0631.The dynamic height is computed by dividing the NAVD 88
 QC0631.geopotential number by the normal gravity value computed on the
 QC0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0631.degrees latitude (g = 980.6199 gals.).
 QC0631
 QC0631.The modeled gravity was interpolated from observed gravity values.
 QC0631
 QC0631;                    North         East    Units  Estimated Accuracy
 QC0631;SPC OR N     -    98,460.    2,555,910.      MT  (+/- 180 meters Scaled)
 QC0631
 QC0631                          SUPERSEDED SURVEY CONTROL
 QC0631
 QC0631  NGVD 29 (??/??/92)  986.668  (m)         3237.09   (f) ADJ UNCH    1 2
 QC0631
 QC0631.Superseded values are not recommended for survey control.
 QC0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0631.See file dsdata.txt to determine how the superseded data were derived.
 QC0631
 QC0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKK778368(NAD 83)
 QC0631_MARKER: DB = BENCH MARK DISK
 QC0631_SETTING: 66 = SET IN ROCK OUTCROP
 QC0631_SP_SET: IN A DRILL HOLE IN BEDROCK
 QC0631_STAMPING: D 70 1931 3237.343
 QC0631_MARK LOGO: CGS   
 QC0631_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QC0631+STABILITY: POSITION/ELEVATION WELL
 QC0631_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QC0631+SATELLITE: SATELLITE OBSERVATIONS - October 07, 1987
 QC0631
 QC0631  HISTORY     - Date     Condition        Report By
 QC0631  HISTORY     - 1931     MONUMENTED       CGS
 QC0631  HISTORY     - 1935     GOOD             NGS
 QC0631  HISTORY     - 19871007 GOOD             NGS
 QC0631
 QC0631                          STATION DESCRIPTION
 QC0631
 QC0631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 QC0631'9.7 MI W FROM PICTURE GORGE.
 QC0631'IN WHEELER COUNTY, 9.7 MILES WEST ALONG THE OCHOCO HIGHWAY FROM
 QC0631'PICTURE GORGE, GRANT COUNTY, AT THE EAST END OF A TANGENT, 22 FEET
 QC0631'NORTHEAST OF THE HIGHWAY CENTERLINE, AND ABOUT 1 FOOT HIGHER, 13 FEET
 QC0631'SOUTHEAST OF A PIPE CULVERT, ON A SMALL SHELF IN THE SIDE OF A CLIFF.
 QC0631'A STANDARD DISK STAMPED 3237.343 D 70 1931.
 QC0631
 QC0631                          STATION RECOVERY (1987)
 QC0631
 QC0631'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QC0631'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  27.0 KM
 QC0631'(16.80 MI) WESTERLY ALONG U.S. HIGHWAY 26 FROM THE POST OFFICE IN
 QC0631'DAYVILLE, ON A LEDGE AT THE BASE OF A LARGE VERTICAL ROCK OUTCROP,
 QC0631'7.8 M (25.6 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 5.6 M
 QC0631'(18.4 FT) SOUTHEAST OF THE NORTHEAST END OF A PIPE CULVERT, 0.4 M
 QC0631'(1.3 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT) SOUTHEAST
 QC0631'OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0611 ***********************************************************************
 PA0611  DESIGNATION -  D 700
 PA0611  PID         -  PA0611
 PA0611  STATE/COUNTY-  OR/HARNEY
 PA0611  USGS QUAD   -  POISON CREEK SLOUGH (1990)
 PA0611
 PA0611                         *CURRENT SURVEY CONTROL
 PA0611  ___________________________________________________________________
 PA0611* NAD 83(1986)-  43 31 35.     (N)    118 54 10.     (W)     SCALED    
 PA0611* NAVD 88     -      1258.067  (meters)    4127.51   (feet)  ADJUSTED  
 PA0611  ___________________________________________________________________
 PA0611  GEOID HEIGHT-         -19.16  (meters)                     GEOID03
 PA0611  DYNAMIC HT  -        1257.447 (meters)    4125.47  (feet)  COMP
 PA0611  MODELED GRAV-     980,083.5   (mgal)                       NAVD 88
 PA0611
 PA0611  VERT ORDER  -  FIRST     CLASS II
 PA0611
 PA0611.The horizontal coordinates were scaled from a topographic map and have
 PA0611.an estimated accuracy of +/- 6 seconds.
 PA0611
 PA0611.The orthometric height was determined by differential leveling
 PA0611.and adjusted in June 1991.
 PA0611
 PA0611.The geoid height was determined by GEOID03.
 PA0611
 PA0611.The dynamic height is computed by dividing the NAVD 88
 PA0611.geopotential number by the normal gravity value computed on the
 PA0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0611.degrees latitude (g = 980.6199 gals.).
 PA0611
 PA0611.The modeled gravity was interpolated from observed gravity values.
 PA0611
 PA0611;                    North         East    Units  Estimated Accuracy
 PA0611;SPC OR S     -   207,820.    1,629,100.      MT  (+/- 180 meters Scaled)
 PA0611
 PA0611                          SUPERSEDED SURVEY CONTROL
 PA0611
 PA0611.No superseded survey control is available for this station.
 PA0611
 PA0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ462210(NAD 83)
 PA0611_MARKER: I = METAL ROD
 PA0611_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PA0611_SP_SET: STAINLESS STEEL ROD
 PA0611_STAMPING: D 700 1984
 PA0611_MARK LOGO: NGS   
 PA0611_PROJECTION: FLUSH
 PA0611_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PA0611_ROD/PIPE-DEPTH: 18.3 meters
 PA0611
 PA0611  HISTORY     - Date     Condition        Report By
 PA0611  HISTORY     - 1984     MONUMENTED       NGS
 PA0611
 PA0611                          STATION DESCRIPTION
 PA0611
 PA0611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PA0611'11.9 KM (7.4 MI) NW FROM LAWEN.
 PA0611'11.95 KM (7.43 MI) NORTHWEST ALONG STATE HIGHWAY 78 FROM THE POST
 PA0611'OFFICE AT LAWEN, AT THE NORTHWEST ONE OF TWO FENCE CORNERS, IN THE
 PA0611'SOUTHWEST CORNER OF THE INTERSECTION OF A DIRT ROAD LEADING SOUTH TO
 PA0611'AN ARTESIAN WELL, 0.58 KM (0.36 MI) SOUTHEAST OF MILEPOST 9,
 PA0611'15.5 METERS (51 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 85.9 METERS
 PA0611'(282 FT) SOUTHEAST OF POWER POLE 97, 27.4 METERS (90 FT) NORTHWEST OF
 PA0611'THE CENTER OF THE DIRT ROAD, 0.8 METER (2.5 FT) EAST OF THE FENCE
 PA0611'CORNER AND 0.6 METER (2 FT) NORTHEAST OF THE FENCE.
 PA0611'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 PA0611'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB1176 ***********************************************************************
 QB1176  DESIGNATION -  D 701
 QB1176  PID         -  QB1176
 QB1176  STATE/COUNTY-  OR/MALHEUR
 QB1176  USGS QUAD   -  WILLOW CREEK (1988)
 QB1176
 QB1176                         *CURRENT SURVEY CONTROL
 QB1176  ___________________________________________________________________
 QB1176* NAD 83(1986)-  44 04 04.     (N)    117 17 30.     (W)     SCALED    
 QB1176* NAVD 88     -       707.081  (meters)    2319.81   (feet)  ADJUSTED  
 QB1176  ___________________________________________________________________
 QB1176  GEOID HEIGHT-         -17.93  (meters)                     GEOID03
 QB1176  DYNAMIC HT  -         706.856 (meters)    2319.08  (feet)  COMP
 QB1176  MODELED GRAV-     980,278.3   (mgal)                       NAVD 88
 QB1176
 QB1176  VERT ORDER  -  FIRST     CLASS II
 QB1176
 QB1176.The horizontal coordinates were scaled from a topographic map and have
 QB1176.an estimated accuracy of +/- 6 seconds.
 QB1176
 QB1176.The orthometric height was determined by differential leveling
 QB1176.and adjusted in June 1991.
 QB1176
 QB1176.The geoid height was determined by GEOID03.
 QB1176
 QB1176.The dynamic height is computed by dividing the NAVD 88
 QB1176.geopotential number by the normal gravity value computed on the
 QB1176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB1176.degrees latitude (g = 980.6199 gals.).
 QB1176
 QB1176.The modeled gravity was interpolated from observed gravity values.
 QB1176
 QB1176;                    North         East    Units  Estimated Accuracy
 QB1176;SPC OR S     -   271,660.    1,756,980.      MT  (+/- 180 meters Scaled)
 QB1176
 QB1176                          SUPERSEDED SURVEY CONTROL
 QB1176
 QB1176.No superseded survey control is available for this station.
 QB1176
 QB1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ766794(NAD 83)
 QB1176_MARKER: I = METAL ROD
 QB1176_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QB1176_SP_SET: STAINLESS STEEL ROD
 QB1176_STAMPING: D 701 1985
 QB1176_MARK LOGO: NGS   
 QB1176_PROJECTION: FLUSH
 QB1176_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QB1176_ROD/PIPE-DEPTH: 6.7  meters
 QB1176
 QB1176  HISTORY     - Date     Condition        Report By
 QB1176  HISTORY     - 1985     MONUMENTED       NGS
 QB1176
 QB1176                          STATION DESCRIPTION
 QB1176
 QB1176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QB1176'10.6 KM (6.6 MI) NW FROM VALE.
 QB1176'10.61 KM (6.6 MI) NORTHWEST ALONG US HIGHWAY 26 FROM THE JUNCTION OF
 QB1176'US HIGHWAY 20 AT VALE, NEAR A FENCE CORNER, 0.12 KM (0.07 MI)
 QB1176'SOUTHEAST OF THE JUNCTION OF 6TH AVENUE WEST, 0.70 KM (0.43 MI)
 QB1176'NORTHWEST OF MILEPOST 272, 14.3 METERS (47 FT) SOUTHWEST OF THE
 QB1176'HIGHWAY CENTERLINE, 11.3 METERS (37 FT) WEST-NORTHWEST OF THE FENCE
 QB1176'CORNER, 7.9 METERS (26 FT) SOUTH-SOUTHEAST OF POWER POLE 144, 5.8
 QB1176'METERS (19 FT) NORTH OF AN EAST-WEST FENCE. NOTE--ACCESS TO DATUM
 QB1176'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QB1176'THE MARK IS 0.6 METERS  NW FROM  A WITNESS POST
 QB1176'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB1148 ***********************************************************************
 QB1148  DESIGNATION -  D 702
 QB1148  PID         -  QB1148
 QB1148  STATE/COUNTY-  OR/MALHEUR
 QB1148  USGS QUAD   -  COW VALLEY EAST (1990)
 QB1148
 QB1148                         *CURRENT SURVEY CONTROL
 QB1148  ___________________________________________________________________
 QB1148* NAD 83(1986)-  44 16 44.     (N)    117 39 34.     (W)     SCALED    
 QB1148* NAVD 88     -      1207.424  (meters)    3961.36   (feet)  ADJUSTED  
 QB1148  ___________________________________________________________________
 QB1148  GEOID HEIGHT-         -17.41  (meters)                     GEOID03
 QB1148  DYNAMIC HT  -        1206.973 (meters)    3959.88  (feet)  COMP
 QB1148  MODELED GRAV-     980,202.6   (mgal)                       NAVD 88
 QB1148
 QB1148  VERT ORDER  -  FIRST     CLASS II
 QB1148
 QB1148.The horizontal coordinates were scaled from a topographic map and have
 QB1148.an estimated accuracy of +/- 6 seconds.
 QB1148
 QB1148.The orthometric height was determined by differential leveling
 QB1148.and adjusted in June 1991.
 QB1148
 QB1148.The geoid height was determined by GEOID03.
 QB1148
 QB1148.The dynamic height is computed by dividing the NAVD 88
 QB1148.geopotential number by the normal gravity value computed on the
 QB1148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB1148.degrees latitude (g = 980.6199 gals.).
 QB1148
 QB1148.The modeled gravity was interpolated from observed gravity values.
 QB1148
 QB1148;                    North         East    Units  Estimated Accuracy
 QB1148;SPC OR S     -   294,040.    1,726,740.      MT  (+/- 180 meters Scaled)
 QB1148
 QB1148                          SUPERSEDED SURVEY CONTROL
 QB1148
 QB1148.No superseded survey control is available for this station.
 QB1148
 QB1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK473030(NAD 83)
 QB1148_MARKER: DB = BENCH MARK DISK
 QB1148_SETTING: 66 = SET IN ROCK OUTCROP
 QB1148_SP_SET: ROCK OUTCROP
 QB1148_STAMPING: D 702 1985
 QB1148_MARK LOGO: NGS   
 QB1148_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QB1148+STABILITY: POSITION/ELEVATION WELL
 QB1148
 QB1148  HISTORY     - Date     Condition        Report By
 QB1148  HISTORY     - 1985     MONUMENTED       NGS
 QB1148
 QB1148                          STATION DESCRIPTION
 QB1148
 QB1148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QB1148'13.6 KM (8.45 MI) NW FROM BROGAN.
 QB1148'13.59 KM (8.45 MI) NORTHWEST ALONG US HIGHWAY 26 FROM THE POST OFFICE
 QB1148'AT BROGAN, IN TOP OF A 3 BY 5 FOOT PORTION OF OUTCROP PROJECTING 0.5
 QB1148'FOOT ABOVE THE SOUTHWEST END OF A SMALL OUTCROP CUT ON THE OLD HIGHWAY
 QB1148'GRADE, 0.30 KM (0.19 MI) WEST OF MILEPOST 246, NORTHWEST ACROSS THE
 QB1148'HIGHWAY FROM SOME GRAVEL PITS, 64.0 METERS (210 FT) NORTH-NORTHWEST OF
 QB1148'THE CENTERLINE OF THE NEW HIGHWAY, 9.1 METERS (30 FT) SOUTHEAST OF THE
 QB1148'OLD RIGHT OF WAY FENCE, 4.6 METERS (15 FT) NORTHWEST OF THE CENTER OF
 QB1148'THE OLD HIGHWAY AND 0.5 METER (1.5 FT) NORTHEAST OF THE SOUTHWEST END
 QB1148'OF THE OUTCROP.
 QB1148'THE MARK IS 0.5 METERS  S FROM  A WITNESS POST
 QB1148'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0771 ***********************************************************************
 QC0771  DESIGNATION -  D 703
 QC0771  PID         -  QC0771
 QC0771  STATE/COUNTY-  OR/BAKER
 QC0771  USGS QUAD   -  UNITY (1984)
 QC0771
 QC0771                         *CURRENT SURVEY CONTROL
 QC0771  ___________________________________________________________________
 QC0771* NAD 83(1986)-  44 25 22.     (N)    118 07 51.     (W)     SCALED    
 QC0771* NAVD 88     -      1249.643  (meters)    4099.87   (feet)  ADJUSTED  
 QC0771  ___________________________________________________________________
 QC0771  GEOID HEIGHT-         -17.55  (meters)                     GEOID03
 QC0771  DYNAMIC HT  -        1249.134 (meters)    4098.20  (feet)  COMP
 QC0771  MODELED GRAV-     980,167.1   (mgal)                       NAVD 88
 QC0771
 QC0771  VERT ORDER  -  FIRST     CLASS II
 QC0771
 QC0771.The horizontal coordinates were scaled from a topographic map and have
 QC0771.an estimated accuracy of +/- 6 seconds.
 QC0771
 QC0771.The orthometric height was determined by differential leveling
 QC0771.and adjusted in June 1991.
 QC0771
 QC0771.The geoid height was determined by GEOID03.
 QC0771
 QC0771.The dynamic height is computed by dividing the NAVD 88
 QC0771.geopotential number by the normal gravity value computed on the
 QC0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0771.degrees latitude (g = 980.6199 gals.).
 QC0771
 QC0771.The modeled gravity was interpolated from observed gravity values.
 QC0771
 QC0771;                    North         East    Units  Estimated Accuracy
 QC0771;SPC OR N     -    86,790.    2,688,640.      MT  (+/- 180 meters Scaled)
 QC0771
 QC0771                          SUPERSEDED SURVEY CONTROL
 QC0771
 QC0771.No superseded survey control is available for this station.
 QC0771
 QC0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK099194(NAD 83)
 QC0771_MARKER: I = METAL ROD
 QC0771_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QC0771+WITH SETTING: INFORMATION.
 QC0771_SP_SET: SHALLOW-SET METAL ROD
 QC0771_STAMPING: D 703 1985
 QC0771_MARK LOGO: NGS   
 QC0771_PROJECTION: PROJECTING 3 CENTIMETERS
 QC0771_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QC0771_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QC0771+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2004
 QC0771_ROD/PIPE-DEPTH: 1.2  meters
 QC0771
 QC0771  HISTORY     - Date     Condition        Report By
 QC0771  HISTORY     - 1985     MONUMENTED       NGS
 QC0771  HISTORY     - 20040825 GOOD             ORDT
 QC0771
 QC0771                          STATION DESCRIPTION
 QC0771
 QC0771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QC0771'5.3 KM (3.3 MI) SE FROM UNITY.
 QC0771'5.28 KM (3.28 MI) SOUTHEAST ALONG US HIGHWAY 26 FROM THE POST OFFICE
 QC0771'AT UNITY, AT THE CREST OF A GRADE, 0.29 KM (0.18 MI) NORTHWEST OF
 QC0771'MILEPOST 216, 15.5 METERS (51 FT) NORTHEAST OF THE HIGHWAY CENTERLINE,
 QC0771'33.2 METERS (109 FT) NORTHWEST OF THE NORTHWEST CORNER OF A WHITE
 QC0771'PAINTED CATTLE GUARD IN THE HIGHWAY, 7.2 METERS (23.5 FT) SOUTHEAST OF
 QC0771'THE SOUTHEAST END OF A GATE IN THE RIGHT OF WAY FENCE, 1.2 METERS
 QC0771'(4 FT) SOUTHWEST OF THE RIGHT OF WAY FENCE AND ABOUT 200 FEET
 QC0771'SOUTHEAST AND ACROSS THE HIGHWAY FROM THE INTERSECTION OF A Y JUNCTION
 QC0771'OF A GRAVEL ROAD LEADING SOUTH.  ROT SET TO 4 FOOT ANCHORED REFUSAL.
 QC0771'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QC0771'THE MARK IS 0.4 METERS  W FROM  A WITNESS POST
 QC0771'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 QC0771
 QC0771                          STATION RECOVERY (2004)
 QC0771
 QC0771'RECOVERY NOTE BY OREGON DEPARTMENT OF TRANSPORTATION 2004 (MAS)
 QC0771'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0747 ***********************************************************************
 QC0747  DESIGNATION -  D 704
 QC0747  PID         -  QC0747
 QC0747  STATE/COUNTY-  OR/GRANT
 QC0747  USGS QUAD   -  AUSTIN (1983)
 QC0747
 QC0747                         *CURRENT SURVEY CONTROL
 QC0747  ___________________________________________________________________
 QC0747* NAD 83(1986)-  44 34 48.     (N)    118 27 14.     (W)     SCALED    
 QC0747* NAVD 88     -      1336.201  (meters)    4383.85   (feet)  ADJUSTED  
 QC0747  ___________________________________________________________________
 QC0747  GEOID HEIGHT-         -17.41  (meters)                     GEOID03
 QC0747  DYNAMIC HT  -        1335.636 (meters)    4382.00  (feet)  COMP
 QC0747  MODELED GRAV-     980,148.5   (mgal)                       NAVD 88
 QC0747
 QC0747  VERT ORDER  -  FIRST     CLASS II
 QC0747
 QC0747.The horizontal coordinates were scaled from a topographic map and have
 QC0747.an estimated accuracy of +/- 6 seconds.
 QC0747
 QC0747.The orthometric height was determined by differential leveling
 QC0747.and adjusted in June 1991.
 QC0747
 QC0747.The geoid height was determined by GEOID03.
 QC0747
 QC0747.The dynamic height is computed by dividing the NAVD 88
 QC0747.geopotential number by the normal gravity value computed on the
 QC0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0747.degrees latitude (g = 980.6199 gals.).
 QC0747
 QC0747.The modeled gravity was interpolated from observed gravity values.
 QC0747
 QC0747;                    North         East    Units  Estimated Accuracy
 QC0747;SPC OR N     -   103,550.    2,662,480.      MT  (+/- 180 meters Scaled)
 QC0747
 QC0747                          SUPERSEDED SURVEY CONTROL
 QC0747
 QC0747.No superseded survey control is available for this station.
 QC0747
 QC0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK845373(NAD 83)
 QC0747_MARKER: I = METAL ROD
 QC0747_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QC0747+WITH SETTING: INFORMATION.
 QC0747_SP_SET: SHALLOW-SET METAL ROD
 QC0747_STAMPING: D 704 1985
 QC0747_MARK LOGO: NGS   
 QC0747_PROJECTION: FLUSH
 QC0747_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QC0747_ROD/PIPE-DEPTH: 1.2  meters
 QC0747
 QC0747  HISTORY     - Date     Condition        Report By
 QC0747  HISTORY     - 1985     MONUMENTED       NGS
 QC0747
 QC0747                          STATION DESCRIPTION
 QC0747
 QC0747'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QC0747'28.9 KM (17.95 MI) EAST FROM PRAIRIE CITY.
 QC0747'28.93 KM (17.98 MI) EAST ALONG US HIGHWAY 26 FROM THE POST OFFICE AT
 QC0747'PRAIRIE CITY, IN THE OLD HIGHWAY BED, 0.41 KM (0.25 MI) EAST OF
 QC0747'MILEPOST 193, 27.4 METERS (90 FT) NORTH OF THE HIGHWAY CENTERLINE,
 QC0747'12.2 METERS (40 FT) EAST AND BELOW A 12-INCH PINE TREE WHICH IS USED
 QC0747'AS A FENCE POST FOR AN OFFSET ON THE RIGHT OF WAY FENCE, 1.2 METERS (4
 QC0747'FT) NORTHWEST OF THE CENTER OF THE OLD HIGHWAY BED AND 1.2 METERS (4
 QC0747'FT) SOUTH OF THE RIGHT OF WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS
 QC0747'HAD THROUGH A 5-INCH LOGO CAP.  ROD SET TO 4 FOOT ANCHORED REFUSAL.
 QC0747'THE MARK IS 0.6 METERS  W FROM  A WITNESS POST
 QC0747'THE MARK IS 1.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0625 ***********************************************************************
 PA0625  DESIGNATION -  D 705
 PA0625  PID         -  PA0625
 PA0625  STATE/COUNTY-  OR/HARNEY
 PA0625  USGS QUAD   -  DEVINE RIDGE SOUTH (1990)
 PA0625
 PA0625                         *CURRENT SURVEY CONTROL
 PA0625  ___________________________________________________________________
 PA0625* NAD 83(1986)-  43 39 30.     (N)    118 59 56.     (W)     SCALED    
 PA0625* NAVD 88     -      1282.422  (meters)    4207.41   (feet)  ADJUSTED  
 PA0625  ___________________________________________________________________
 PA0625  GEOID HEIGHT-         -18.83  (meters)                     GEOID03
 PA0625  DYNAMIC HT  -        1281.811 (meters)    4205.41  (feet)  COMP
 PA0625  MODELED GRAV-     980,098.4   (mgal)                       NAVD 88
 PA0625
 PA0625  VERT ORDER  -  FIRST     CLASS II
 PA0625
 PA0625.The horizontal coordinates were scaled from a topographic map and have
 PA0625.an estimated accuracy of +/- 6 seconds.
 PA0625
 PA0625.The orthometric height was determined by differential leveling
 PA0625.and adjusted in June 1991.
 PA0625
 PA0625.The geoid height was determined by GEOID03.
 PA0625
 PA0625.The dynamic height is computed by dividing the NAVD 88
 PA0625.geopotential number by the normal gravity value computed on the
 PA0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0625.degrees latitude (g = 980.6199 gals.).
 PA0625
 PA0625.The modeled gravity was interpolated from observed gravity values.
 PA0625
 PA0625;                    North         East    Units  Estimated Accuracy
 PA0625;SPC OR S     -   222,330.    1,621,070.      MT  (+/- 180 meters Scaled)
 PA0625
 PA0625                          SUPERSEDED SURVEY CONTROL
 PA0625
 PA0625.No superseded survey control is available for this station.
 PA0625
 PA0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ388358(NAD 83)
 PA0625_MARKER: I = METAL ROD
 PA0625_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PA0625_SP_SET: STAINLESS STEEL ROD
 PA0625_STAMPING: D 705 1985
 PA0625_MARK LOGO: NGS   
 PA0625_PROJECTION: FLUSH
 PA0625_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PA0625_ROD/PIPE-DEPTH: 12.8 meters
 PA0625
 PA0625  HISTORY     - Date     Condition        Report By
 PA0625  HISTORY     - 1985     MONUMENTED       NGS
 PA0625
 PA0625                          STATION DESCRIPTION
 PA0625
 PA0625'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PA0625'10.2 KM (6.35 MI) NORTH FROM BURNS.
 PA0625'10.2 KM (6.3 MI) NORTH ALONG US HIGHWAY 395 FROM THE POST OFFICE AT
 PA0625'BURNS, ON THE INSIDE OF A CURVE, NEAR A WIRE GATE, 13.6 METERS (44.7
 PA0625'FT) WEST OF THE HIGHWAY CENTERLINE, 43.9 METERS (144.1 FT) SOUTH OF A
 PA0625'FENCE CORNER, 5.9 METERS (19.4 FT) SOUTH OF THE CENTER OF THE GATE,
 PA0625'4.5 METERS (14.8 FT) NORTH OF A GUYED POWER POLE AND 0.31 METER (1 FT)
 PA0625'EAST OF THE FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 PA0625'5-INCH LOGO CAP.
 PA0625'THE MARK IS 0.31 METERS  E FROM  A WITNESS POST
 PA0625'THE MARK IS 0.15 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0652 ***********************************************************************
 PA0652  CBN         -  This is a Cooperative Base Network Control Station.
 PA0652  DESIGNATION -  D 706
 PA0652  PID         -  PA0652
 PA0652  STATE/COUNTY-  OR/HARNEY
 PA0652  USGS QUAD   -  TROUT CREEK (1990)
 PA0652
 PA0652                         *CURRENT SURVEY CONTROL
 PA0652  ___________________________________________________________________
 PA0652* NAD 83(2007)-  43 57 36.88823(N)    118 55 53.70573(W)     ADJUSTED  
 PA0652* NAVD 88     -      1387.831  (meters)    4553.24   (feet)  ADJUSTED  
 PA0652  ___________________________________________________________________
 PA0652  EPOCH DATE  -        2007.00
 PA0652  X           -  -2,225,091.013 (meters)                     COMP
 PA0652  Y           -  -4,025,498.917 (meters)                     COMP
 PA0652  Z           -   4,405,863.925 (meters)                     COMP
 PA0652  LAPLACE CORR-           1.55  (seconds)                    DEFLEC99
 PA0652  ELLIP HEIGHT-        1369.633 (meters)          (02/10/07) ADJUSTED
 PA0652  GEOID HEIGHT-         -18.20  (meters)                     GEOID03
 PA0652  DYNAMIC HT  -        1387.171 (meters)    4551.08  (feet)  COMP
 PA0652
 PA0652  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 PA0652  Type    PID    Designation                      North   East  Ellip
 PA0652  -------------------------------------------------------------------
 PA0652  NETWORK PA0652 D 706                             0.63   0.49   1.45
 PA0652  -------------------------------------------------------------------
 PA0652  MODELED GRAV-     980,094.4   (mgal)                       NAVD 88
 PA0652
 PA0652  VERT ORDER  -  FIRST     CLASS II
 PA0652
 PA0652.The horizontal coordinates were established by GPS observations
 PA0652.and adjusted by the National Geodetic Survey in February 2007.
 PA0652
 PA0652.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 PA0652.See www.ngs.noaa.gov/NationalReadjustment for more information.
 PA0652.The horizontal coordinates are valid at the epoch date displayed above.
 PA0652.The epoch date for horizontal control is a decimal equivalence
 PA0652.of Year/Month/Day.
 PA0652
 PA0652.The orthometric height was determined by differential leveling
 PA0652.and adjusted in June 1991.
 PA0652
 PA0652.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PA0652
 PA0652.The Laplace correction was computed from DEFLEC99 derived deflections.
 PA0652
 PA0652.The ellipsoidal height was determined by GPS observations
 PA0652.and is referenced to NAD 83.
 PA0652
 PA0652.The geoid height was determined by GEOID03.
 PA0652
 PA0652.The dynamic height is computed by dividing the NAVD 88
 PA0652.geopotential number by the normal gravity value computed on the
 PA0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0652.degrees latitude (g = 980.6199 gals.).
 PA0652
 PA0652.The modeled gravity was interpolated from observed gravity values.
 PA0652
 PA0652;                    North         East     Units Scale Factor Converg.
 PA0652;SPC OR S     -   255,965.337 1,625,871.966   MT  0.99999014   +1 04 22.9
 PA0652;SPC OR S     -   839,781.29  5,334,225.61   iFT  0.99999014   +1 04 22.9
 PA0652;UTM  11      - 4,869,271.164   345,032.420   MT  0.99989537   -1 20 27.9
 PA0652
 PA0652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PA0652!SPC OR S     -   0.99978528  x   0.99999014  =   0.99977542
 PA0652!UTM  11      -   0.99978528  x   0.99989537  =   0.99968067
 PA0652
 PA0652                          SUPERSEDED SURVEY CONTROL
 PA0652
 PA0652  NAD 83(1998)-  43 57 36.88727(N)    118 55 53.70478(W) AD(       ) A
 PA0652  ELLIP H (04/24/00) 1369.639  (m)                       GP(       ) 3 1
 PA0652  NAD 83(1991)-  43 57 36.88553(N)    118 55 53.70308(W) AD(       ) B
 PA0652  ELLIP H (10/13/99) 1369.759  (m)                       GP(       ) 3 1
 PA0652  NAVD 88 (10/13/99) 1387.83   (m)         4553.2    (f) LEVELING    3  
 PA0652
 PA0652.Superseded values are not recommended for survey control.
 PA0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0652.See file dsdata.txt to determine how the superseded data were derived.
 PA0652
 PA0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ4503269271(NAD 83)
 PA0652_MARKER: I = METAL ROD
 PA0652_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PA0652_SP_SET: STAINLESS STEEL ROD
 PA0652_STAMPING: D 706 1985
 PA0652_MARK LOGO: NGS   
 PA0652_PROJECTION: FLUSH
 PA0652_MAGNETIC: N = NO MAGNETIC MATERIAL
 PA0652_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PA0652_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PA0652+SATELLITE: SATELLITE OBSERVATIONS - May 30, 1998
 PA0652_ROD/PIPE-DEPTH: 5.6  meters
 PA0652
 PA0652  HISTORY     - Date     Condition        Report By
 PA0652  HISTORY     - 1985     MONUMENTED       NGS
 PA0652  HISTORY     - 19980530 GOOD             NGS
 PA0652
 PA0652                          STATION DESCRIPTION
 PA0652
 PA0652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PA0652'13.7 KM (8.5 MI) SOUTH FROM SILVIES.
 PA0652'8.5 KM (5.3 MI) SOUTH ALONG US HIGHWAY 395 FROM THE GENERAL STORE AT
 PA0652'SILVIES, AT THE HARNEY-GRANT COUNTY LINE, 30.1 METERS (98.6 FT) EAST
 PA0652'OF THE HIGHWAY CENTERLINE, 33.5 METERS (109.8 FT) SOUTH OF THE CENTER
 PA0652'OF A WIRE GATE, 16.5 METERS (54.2 FT) SOUTHEAST OF THE SUPPORT POST
 PA0652'FOR THE SIGN, ENTERING GRANT COUNTY AND 0.31 METER (1 FT) WEST OF THE
 PA0652'FENCE. NOTE--ACCESS TO THE DATUM IS HAD THROUGH A 5-INCH LOGO CAP.
 PA0652'THE MARK IS 0.31 METERS  W FROM  A WITNESS POST
 PA0652'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 PA0652
 PA0652                          STATION RECOVERY (1998)
 PA0652
 PA0652'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CLS)
 PA0652'THE STATION IS LOCATED ABOUT 43 KM (26.70 MI) NORTH OF BURNS, 8.5 KM
 PA0652'(5.30 MI) SOUTH OF THE SMALL COMMUNITY OF SILVIES, AT THE GRANT-HARNEY
 PA0652'COUNTY LINE, ON THE EAST RIGHT-OF-WAY OF U.S. HIGHWAY 395, 0.64 KM
 PA0652'(0.40 MI) SOUTH OF HIGHWAY MILEPOST 40. OWNERSHIP--OREGON STATE
 PA0652'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE ABANDONED
 PA0652'GENERAL STORE AT SILVIES, GO SOUTH ON U.S. HIGHWAY 395 FOR 8.5 KM
 PA0652'(5.30 MI) TO A WIDE PULL-OUT AND THE STATION ON THE LEFT AT THE COUNTY
 PA0652'LINE.  THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD DRIVEN
 PA0652'TO REFUSAL ENCASED IN A 14 CM PVC PIPE WITH STANDARD NGS LOGO CAP
 PA0652'SURROUNDED BY CONCRETE FLUSH WITH THE GROUND.  IT IS 33.5 M (109.9 FT)
 PA0652'SOUTH FROM THE CENTER OF A WIRE GATE, 30.1 M (98.8 FT) EAST FROM THE
 PA0652'CENTER OF THE HIGHWAY, 16.5 M (54.1 FT) SOUTHEAST FROM THE SUPPORT
 PA0652'POST FOR THE SIGN -ENTERING GRANT COUNTY-, AND 0.3 M (1.0 FT) WEST
 PA0652'FROM A FIBERGLAS WITNESS POST SET AT THE RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0723 ***********************************************************************
 QC0723  DESIGNATION -  D 707
 QC0723  PID         -  QC0723
 QC0723  STATE/COUNTY-  OR/GRANT
 QC0723  USGS QUAD   -  PRAIRIE CITY (1996)
 QC0723
 QC0723                         *CURRENT SURVEY CONTROL
 QC0723  ___________________________________________________________________
 QC0723* NAD 83(1986)-  44 27 46.     (N)    118 41 24.     (W)     SCALED    
 QC0723* NAVD 88     -      1093.558  (meters)    3587.78   (feet)  ADJUSTED  
 QC0723  ___________________________________________________________________
 QC0723  GEOID HEIGHT-         -17.85  (meters)                     GEOID03
 QC0723  DYNAMIC HT  -        1093.139 (meters)    3586.41  (feet)  COMP
 QC0723  MODELED GRAV-     980,198.6   (mgal)                       NAVD 88
 QC0723
 QC0723  VERT ORDER  -  FIRST     CLASS II
 QC0723
 QC0723.The horizontal coordinates were scaled from a topographic map and have
 QC0723.an estimated accuracy of +/- 6 seconds.
 QC0723
 QC0723.The orthometric height was determined by differential leveling
 QC0723.and adjusted in June 1991.
 QC0723
 QC0723.The geoid height was determined by GEOID03.
 QC0723
 QC0723.The dynamic height is computed by dividing the NAVD 88
 QC0723.geopotential number by the normal gravity value computed on the
 QC0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0723.degrees latitude (g = 980.6199 gals.).
 QC0723
 QC0723.The modeled gravity was interpolated from observed gravity values.
 QC0723
 QC0723;                    North         East    Units  Estimated Accuracy
 QC0723;SPC OR N     -    90,080.    2,644,020.      MT  (+/- 180 meters Scaled)
 QC0723
 QC0723                          SUPERSEDED SURVEY CONTROL
 QC0723
 QC0723.No superseded survey control is available for this station.
 QC0723
 QC0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK655246(NAD 83)
 QC0723_MARKER: I = METAL ROD
 QC0723_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QC0723_SP_SET: STAINLESS STEEL ROD
 QC0723_STAMPING: D 707 1985
 QC0723_MARK LOGO: NGS   
 QC0723_PROJECTION: FLUSH
 QC0723_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QC0723_ROD/PIPE-DEPTH: 7.3  meters
 QC0723
 QC0723  HISTORY     - Date     Condition        Report By
 QC0723  HISTORY     - 1985     MONUMENTED       NGS
 QC0723
 QC0723                          STATION DESCRIPTION
 QC0723
 QC0723'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QC0723'1.7 KM (1.05 MI) NE FROM PRAIRIE CITY.
 QC0723'1.71 KM (1.08 MI) NORTHEAST ALONG US HIGHWAY 26 FROM THE POST OFFICE
 QC0723'AT PRAIRIE CITY, IN THE NORTHWEST CORNER OF THE T JUNCTION OF A DIRT
 QC0723'ROAD LEADING NORTH, AT THE EAST END OF THE CUT, 0.44 KM (0.27 MI) EAST
 QC0723'CENTERLINE, 13.9 METERS (45.5 FT) WEST-NORTHWEST OF THE NORTHEAST END
 QC0723'OF A 18-INCH PIPE CULVERT, 8.2 METERS (27 FT) WEST OF THE CENTER OF
 QC0723'THE ROAD, 6.4 METERS (21 FT) SOUTHWEST OF TELEPHONE POLE 2494, 4.3
 QC0723'METERS (14 FT) WEST OF THE WEST END OF A GATE IN THE RIGHT OF WAY
 QC0723'FENCE AND 0.5 METER (1.5 FT) SOUTH OF THE RIGHT OF WAY FENCE.
 QC0723'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QC0723'THE MARK IS 0.4 METERS  E FROM  A WITNESS POST
 QC0723'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0811 ***********************************************************************
 QC0811  DESIGNATION -  D 708
 QC0811  PID         -  QC0811
 QC0811  STATE/COUNTY-  OR/GRANT
 QC0811  USGS QUAD   -  CANYON MTN (1983)
 QC0811
 QC0811                         *CURRENT SURVEY CONTROL
 QC0811  ___________________________________________________________________
 QC0811* NAD 83(1986)-  44 17 12.     (N)    118 58 36.     (W)     SCALED    
 QC0811* NAVD 88     -      1249.547  (meters)    4099.56   (feet)  ADJUSTED  
 QC0811  ___________________________________________________________________
 QC0811  GEOID HEIGHT-         -18.03  (meters)                     GEOID03
 QC0811  DYNAMIC HT  -        1249.032 (meters)    4097.87  (feet)  COMP
 QC0811  MODELED GRAV-     980,162.7   (mgal)                       NAVD 88
 QC0811
 QC0811  VERT ORDER  -  FIRST     CLASS II
 QC0811
 QC0811.The horizontal coordinates were scaled from a topographic map and have
 QC0811.an estimated accuracy of +/- 6 seconds.
 QC0811
 QC0811.The orthometric height was determined by differential leveling
 QC0811.and adjusted in June 1991.
 QC0811
 QC0811.The geoid height was determined by GEOID03.
 QC0811
 QC0811.The dynamic height is computed by dividing the NAVD 88
 QC0811.geopotential number by the normal gravity value computed on the
 QC0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0811.degrees latitude (g = 980.6199 gals.).
 QC0811
 QC0811.The modeled gravity was interpolated from observed gravity values.
 QC0811
 QC0811;                    North         East    Units  Estimated Accuracy
 QC0811;SPC OR N     -    70,040.    2,621,590.      MT  (+/- 180 meters Scaled)
 QC0811
 QC0811                          SUPERSEDED SURVEY CONTROL
 QC0811
 QC0811.No superseded survey control is available for this station.
 QC0811
 QC0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK422056(NAD 83)
 QC0811_MARKER: DB = BENCH MARK DISK
 QC0811_SETTING: 66 = SET IN ROCK OUTCROP
 QC0811_SP_SET: ROCK OUTCROP
 QC0811_STAMPING: D 708 1985
 QC0811_MARK LOGO: NGS   
 QC0811_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QC0811
 QC0811  HISTORY     - Date     Condition        Report By
 QC0811  HISTORY     - 1985     MONUMENTED       NGS
 QC0811
 QC0811                          STATION DESCRIPTION
 QC0811
 QC0811'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QC0811'15.0 KM (9.3 MI) SOUTH FROM CANYON CITY.
 QC0811'15.01 KM (9.33 MI) SOUTH ALONG US HIGHWAY 395 FROM THE POST OFFICE AT
 QC0811'CANYON CITY, NEAR THE CENTER OF A TALL CUT, AT THE APPROXIMATE CENTER
 QC0811'OF THE INSIDE OF A CURVE, IN TOP OF A 1 BY 1 FOOT FLAT TOPPED SHELF OF
 QC0811'OUTCROP, 0.49 KM (0.30 MI) SOUTHEAST OF MILEPOST 11, 7.6 METERS (25
 QC0811'FT) SOUTHWEST OF THE HIGHWAY CENTERLINE AND 59.3 METERS (194.5 FT)
 QC0811'SOUTH OF THE SOUTHEAST END OF A GUARD RAIL.
 QC0811'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 QC0811'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1045 ***********************************************************************
 SC1045  DESIGNATION -  D 709
 SC1045  PID         -  SC1045
 SC1045  STATE/COUNTY-  OR/CLATSOP
 SC1045  USGS QUAD   -  ASTORIA (1984)
 SC1045
 SC1045                         *CURRENT SURVEY CONTROL
 SC1045  ___________________________________________________________________
 SC1045* NAD 83(1986)-  46 11 37.     (N)    123 47 59.     (W)     SCALED    
 SC1045* NAVD 88     -         7.710  (meters)      25.30   (feet)  ADJUSTED  
 SC1045  ___________________________________________________________________
 SC1045  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 SC1045  DYNAMIC HT  -           7.711 (meters)      25.30  (feet)  COMP
 SC1045  MODELED GRAV-     980,715.6   (mgal)                       NAVD 88
 SC1045
 SC1045  VERT ORDER  -  FIRST     CLASS II
 SC1045
 SC1045.The horizontal coordinates were scaled from a topographic map and have
 SC1045.an estimated accuracy of +/- 6 seconds.
 SC1045
 SC1045.The orthometric height was determined by differential leveling
 SC1045.and adjusted in June 1991.
 SC1045
 SC1045.The geoid height was determined by GEOID03.
 SC1045
 SC1045.The dynamic height is computed by dividing the NAVD 88
 SC1045.geopotential number by the normal gravity value computed on the
 SC1045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC1045.degrees latitude (g = 980.6199 gals.).
 SC1045
 SC1045.The modeled gravity was interpolated from observed gravity values.
 SC1045
 SC1045;                    North         East    Units  Estimated Accuracy
 SC1045;SPC OR N     -   286,020.    2,245,340.      MT  (+/- 180 meters Scaled)
 SC1045
 SC1045                          SUPERSEDED SURVEY CONTROL
 SC1045
 SC1045.No superseded survey control is available for this station.
 SC1045
 SC1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS382158(NAD 83)
 SC1045_MARKER: I = METAL ROD
 SC1045_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 SC1045+WITH SETTING: INFORMATION.
 SC1045_SP_SET: SHALLOW-SET METAL ROD
 SC1045_STAMPING: D 709 1987
 SC1045_MARK LOGO: NGS   
 SC1045_PROJECTION: FLUSH
 SC1045_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SC1045_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC1045+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2004
 SC1045_ROD/PIPE-DEPTH: 1.7  meters
 SC1045
 SC1045  HISTORY     - Date     Condition        Report By
 SC1045  HISTORY     - 1987     MONUMENTED       NGS
 SC1045  HISTORY     - 1989     GOOD             USPSQD
 SC1045  HISTORY     - 20040830 GOOD             USPSQD
 SC1045
 SC1045                          STATION DESCRIPTION
 SC1045
 SC1045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SC1045'IN ASTORIA.
 SC1045'IN ASTORIA, AT THE INTERSECTION OF U.S. HIGHWAY 30 AND 38TH STREET,
 SC1045'8.4 M (27.6 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 7.7 M (25.3
 SC1045'FT) EAST OF THE EXTENDED CENTER OF THE STREET, 5.8 M (19.0 FT) EAST
 SC1045'OF UTILITY POLE NUMBER 097612, AND 0.9 M (3.0 FT) WEST OF THE WEST
 SC1045'END OF A ROCK RETAINING WALL.  NOTE--ACCESS TO DATUM POINT IS HAD
 SC1045'THROUGH A 5-INCH LOGO CAP.
 SC1045'THE MARK IS 0.2 METERS  E FROM  A WITNESS POST
 SC1045'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 SC1045
 SC1045                          STATION RECOVERY (1989)
 SC1045
 SC1045'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 SC1045'RECOVERED IN GOOD CONDITION.
 SC1045
 SC1045                          STATION RECOVERY (2004)
 SC1045
 SC1045'RECOVERY NOTE BY US POWER SQUADRON 2004 (SO)
 SC1045'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1087 ***********************************************************************
 SC1087  DESIGNATION -  D 710
 SC1087  PID         -  SC1087
 SC1087  STATE/COUNTY-  OR/CLATSOP
 SC1087  USGS QUAD   -  CATHLAMET (1985)
 SC1087
 SC1087                         *CURRENT SURVEY CONTROL
 SC1087  ___________________________________________________________________
 SC1087* NAD 83(1986)-  46 08 13.     (N)    123 23 16.     (W)     SCALED    
 SC1087* NAVD 88     -         3.667  (meters)      12.03   (feet)  ADJUSTED  
 SC1087  ___________________________________________________________________
 SC1087  GEOID HEIGHT-         -21.27  (meters)                     GEOID03
 SC1087  DYNAMIC HT  -           3.668 (meters)      12.03  (feet)  COMP
 SC1087  MODELED GRAV-     980,741.5   (mgal)                       NAVD 88
 SC1087
 SC1087  VERT ORDER  -  FIRST     CLASS II
 SC1087
 SC1087.The horizontal coordinates were scaled from a topographic map and have
 SC1087.an estimated accuracy of +/- 6 seconds.
 SC1087
 SC1087.The orthometric height was determined by differential leveling
 SC1087.and adjusted in June 1991.
 SC1087
 SC1087.The geoid height was determined by GEOID03.
 SC1087
 SC1087.The dynamic height is computed by dividing the NAVD 88
 SC1087.geopotential number by the normal gravity value computed on the
 SC1087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC1087.degrees latitude (g = 980.6199 gals.).
 SC1087
 SC1087.The modeled gravity was interpolated from observed gravity values.
 SC1087
 SC1087;                    North         East    Units  Estimated Accuracy
 SC1087;SPC OR N     -   278,500.    2,276,900.      MT  (+/- 180 meters Scaled)
 SC1087
 SC1087                          SUPERSEDED SURVEY CONTROL
 SC1087
 SC1087.No superseded survey control is available for this station.
 SC1087
 SC1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS700093(NAD 83)
 SC1087_MARKER: I = METAL ROD
 SC1087_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 SC1087+WITH SETTING: INFORMATION.
 SC1087_SP_SET: SHALLOW-SET METAL ROD
 SC1087_STAMPING: D 710 1987
 SC1087_MARK LOGO: NGS   
 SC1087_PROJECTION: FLUSH
 SC1087_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SC1087_ROD/PIPE-DEPTH: 2.7  meters
 SC1087
 SC1087  HISTORY     - Date     Condition        Report By
 SC1087  HISTORY     - 1987     MONUMENTED       NGS
 SC1087  HISTORY     - 20060608 GOOD             COAST
 SC1087
 SC1087                          STATION DESCRIPTION
 SC1087
 SC1087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SC1087'35.0 KM (21.75 MI) WEST FROM RAINIER.
 SC1087'34.9 KM (21.70 MI) WESTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION
 SC1087'OF STATE HIGHWAY 433 AT THE WEST EDGE OF RAINIER, THENCE 0.1 KM (0.05
 SC1087'MI) WESTERLY ALONG A PAVED ROAD LEADING TO TAYLORVILLE, 16.0 M (52.5
 SC1087'FT) SOUTH OF THE CENTER OF THE ROAD, 9.2 M (30.2 FT) NORTHWEST OF A
 SC1087'GAS LINE MARKER, 5.9 M (19.4 FT) NORTHEAST OF THE CENTER OF A PAVED
 SC1087'ROAD, AND 1.3 M (4.3 FT) SOUTHEAST OF A DOUBLE UTILITY POLE.
 SC1087'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 SC1087'THE MARK IS 0.2 METERS  S FROM  A WITNESS POST
 SC1087'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 SC1087
 SC1087                          STATION RECOVERY (2006)
 SC1087
 SC1087'RECOVERY NOTE BY COAST SURVEYING INCORPORATED 2006 (CC)
 SC1087'DOUBLE POWER POLE HAS BEEN REPLACED BY A SINGLE POLE, NO. 45/15.  MARK
 SC1087'IS 7 FEET SOUTHEAST OF THE NEW POLE, AND 10 FEET NORTHWEST OF A STOP
 SC1087'SIGN.  MARK IS IN LINE WITH THE ROW OF POWER POLES.  WITNESS POST IS
 SC1087'MISSING.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1422 ***********************************************************************
 RD1422  DESIGNATION -  D 711
 RD1422  PID         -  RD1422
 RD1422  STATE/COUNTY-  OR/CLATSOP
 RD1422  USGS QUAD   -  TILLAMOOK HEAD (1973)
 RD1422
 RD1422                         *CURRENT SURVEY CONTROL
 RD1422  ___________________________________________________________________
 RD1422* NAD 83(1986)-  45 59 21.     (N)    123 55 28.     (W)     SCALED    
 RD1422* NAVD 88     -         5.490  (meters)      18.01   (feet)  ADJUSTED  
 RD1422  ___________________________________________________________________
 RD1422  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 RD1422  DYNAMIC HT  -           5.491 (meters)      18.02  (feet)  COMP
 RD1422  MODELED GRAV-     980,703.5   (mgal)                       NAVD 88
 RD1422
 RD1422  VERT ORDER  -  FIRST     CLASS II
 RD1422
 RD1422.The horizontal coordinates were scaled from a topographic map and have
 RD1422.an estimated accuracy of +/- 6 seconds.
 RD1422
 RD1422.The orthometric height was determined by differential leveling
 RD1422.and adjusted in June 1991.
 RD1422
 RD1422.The geoid height was determined by GEOID03.
 RD1422
 RD1422.The dynamic height is computed by dividing the NAVD 88
 RD1422.geopotential number by the normal gravity value computed on the
 RD1422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1422.degrees latitude (g = 980.6199 gals.).
 RD1422
 RD1422.The modeled gravity was interpolated from observed gravity values.
 RD1422
 RD1422;                    North         East    Units  Estimated Accuracy
 RD1422;SPC OR N     -   263,710.    2,234,760.      MT  (+/- 180 meters Scaled)
 RD1422
 RD1422                          SUPERSEDED SURVEY CONTROL
 RD1422
 RD1422.No superseded survey control is available for this station.
 RD1422
 RD1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR284932(NAD 83)
 RD1422_MARKER: I = METAL ROD
 RD1422_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RD1422_SP_SET: STAINLESS STEEL ROD
 RD1422_STAMPING: D 711 1987
 RD1422_MARK LOGO: NGS   
 RD1422_PROJECTION: FLUSH
 RD1422_MAGNETIC: I = MARKER IS A STEEL ROD
 RD1422_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RD1422+STABILITY: POSITION/ELEVATION WELL
 RD1422_ROD/PIPE-DEPTH: 13.1 meters
 RD1422
 RD1422  HISTORY     - Date     Condition        Report By
 RD1422  HISTORY     - 1987     MONUMENTED       NGS
 RD1422  HISTORY     - 19970517 POOR             WADECO
 RD1422  HISTORY     - 20000228 GOOD             USPSQD
 RD1422  HISTORY     - 20040331 GOOD             GEOCAC
 RD1422
 RD1422                          STATION DESCRIPTION
 RD1422
 RD1422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 RD1422'IN SEASIDE.
 RD1422'IN SEASIDE, AT THE INTERSECTION OF SOUTH HOLLIDAY STREET AND AVENUE
 RD1422'F, 33.5 M (109.9 FT) NORTH OF THE EXTENDED CENTER OF THE AVENUE, 7.1
 RD1422'M (23.3 FT) EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE ASSEMBLY OF
 RD1422'GOD CHURCH AT 540 SOUTH HOLLIDAY STREET, 6.7 M (22.0 FT) WEST OF THE
 RD1422'CENTERLINE OF THE STREET, AND 0.8 M (2.6 FT) SOUTH OF A UTILITY POLE.
 RD1422'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 RD1422'THE MARK IS ABOVE LEVEL WITH THE STREET.
 RD1422
 RD1422                          STATION RECOVERY (1997)
 RD1422
 RD1422'RECOVERY NOTE BY WASHINGTON DEPARTMENT OF ECOLOGY 1997 (RCD)
 RD1422'ROD IS BENT 30 DEGREES AND CAN BE MOVED R/L BY HAND.  UTILITY POLE
 RD1422'MENTIONED IN DESCRIPTION IS POLE NUMBER 218540 AND IS ON THE WEST SIDE
 RD1422'OF S HOLLIDAY STREET.
 RD1422
 RD1422                          STATION RECOVERY (2000)
 RD1422
 RD1422'RECOVERY NOTE BY US POWER SQUADRON 2000
 RD1422'RECOVERED IN GOOD CONDITION.
 RD1422
 RD1422                          STATION RECOVERY (2004)
 RD1422
 RD1422'RECOVERY NOTE BY GEOCACHING 2004 (RRM)
 RD1422'RECOVERED IN GOOD CONDITION.
 RD1422' 
 RD1422'HANDHELD GPS COORDINATES  N 45 59 18 W 123 55 24
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1436 ***********************************************************************
 RD1436  DESIGNATION -  D 712
 RD1436  PID         -  RD1436
 RD1436  STATE/COUNTY-  OR/TILLAMOOK
 RD1436  USGS QUAD   -  NEHALEM (1985)
 RD1436
 RD1436                         *CURRENT SURVEY CONTROL
 RD1436  ___________________________________________________________________
 RD1436* NAD 83(1986)-  45 41 13.     (N)    123 54 07.     (W)     SCALED    
 RD1436* NAVD 88     -        22.596  (meters)      74.13   (feet)  ADJUSTED  
 RD1436  ___________________________________________________________________
 RD1436  GEOID HEIGHT-         -22.54  (meters)                     GEOID03
 RD1436  DYNAMIC HT  -          22.598 (meters)      74.14  (feet)  COMP
 RD1436  MODELED GRAV-     980,713.5   (mgal)                       NAVD 88
 RD1436
 RD1436  VERT ORDER  -  FIRST     CLASS II
 RD1436
 RD1436.The horizontal coordinates were scaled from a topographic map and have
 RD1436.an estimated accuracy of +/- 6 seconds.
 RD1436
 RD1436.The orthometric height was determined by differential leveling
 RD1436.and adjusted in June 1991.
 RD1436
 RD1436.The geoid height was determined by GEOID03.
 RD1436
 RD1436.The dynamic height is computed by dividing the NAVD 88
 RD1436.geopotential number by the normal gravity value computed on the
 RD1436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1436.degrees latitude (g = 980.6199 gals.).
 RD1436
 RD1436.The modeled gravity was interpolated from observed gravity values.
 RD1436
 RD1436;                    North         East    Units  Estimated Accuracy
 RD1436;SPC OR N     -   230,080.    2,235,090.      MT  (+/- 180 meters Scaled)
 RD1436
 RD1436                          SUPERSEDED SURVEY CONTROL
 RD1436
 RD1436.No superseded survey control is available for this station.
 RD1436
 RD1436_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR297596(NAD 83)
 RD1436_MARKER: I = METAL ROD
 RD1436_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RD1436_SP_SET: STAINLESS STEEL ROD
 RD1436_STAMPING: D 712 1987
 RD1436_MARK LOGO: NGS   
 RD1436_PROJECTION: FLUSH
 RD1436_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RD1436+STABILITY: POSITION/ELEVATION WELL
 RD1436_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RD1436+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2008
 RD1436_ROD/PIPE-DEPTH: 6.2  meters
 RD1436
 RD1436  HISTORY     - Date     Condition        Report By
 RD1436  HISTORY     - 1987     MONUMENTED       NGS
 RD1436  HISTORY     - 1990     GOOD             USPSQD
 RD1436  HISTORY     - 20040521 MARK NOT FOUND   USPSQD
 RD1436  HISTORY     - 20060219 GOOD             USPSQD
 RD1436  HISTORY     - 20070224 GOOD             USPSQD
 RD1436  HISTORY     - 20080711 GOOD             JCLS
 RD1436
 RD1436                          STATION DESCRIPTION
 RD1436
 RD1436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 RD1436'5.4 KM (3.35 MI) SOUTH FROM NEHALEM.
 RD1436'5.4 KM (3.35 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE CITY HALL
 RD1436'IN NEHALEM, 26.5 M (86.9 FT) EAST OF THE EAST ONE OF THREE ENTRANCES
 RD1436'TO PARADASE COVE RESORT AND MARINA, 8.3 M (27.2 FT) NORTH OF THE
 RD1436'CENTERLINE OF THE HIGHWAY, AND 1.0 M (3.3 FT) EAST OF UTILITY POLE
 RD1436'NUMBER 032302.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 RD1436'LOGO CAP.
 RD1436'THE MARK IS 0.2 METERS  W FROM  A WITNESS POST
 RD1436'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 RD1436
 RD1436                          STATION RECOVERY (1990)
 RD1436
 RD1436'RECOVERY NOTE BY US POWER SQUADRON 1990 (GAN)
 RD1436'RECOVERED IN GOOD CONDITION.
 RD1436
 RD1436                          STATION RECOVERY (2004)
 RD1436
 RD1436'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 RD1436'MARK NOT FOUND.
 RD1436
 RD1436                          STATION RECOVERY (2006)
 RD1436
 RD1436'RECOVERY NOTE BY US POWER SQUADRON 2006 (DLM)
 RD1436'1987 DESCRIPTION IS SUITABLE FOR RECOVERY EXCEPT THE MARK IS 365 FEET
 RD1436'EAST OF THE PARADISE COVE RESORT AND MARINA SIGN BETWEEN TWO
 RD1436'DRIVEWAYS.
 RD1436
 RD1436                          STATION RECOVERY (2007)
 RD1436
 RD1436'RECOVERY NOTE BY US POWER SQUADRON 2007 (DMJ)
 RD1436'RECOVERED IN GOOD CONDITION.
 RD1436
 RD1436                          STATION RECOVERY (2008)
 RD1436
 RD1436'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2008 (MRY)
 RD1436'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1475 ***********************************************************************
 RD1475  DESIGNATION -  D 713
 RD1475  PID         -  RD1475
 RD1475  STATE/COUNTY-  OR/TILLAMOOK
 RD1475  USGS QUAD   -  NESTUCCA BAY (1985)
 RD1475
 RD1475                         *CURRENT SURVEY CONTROL
 RD1475  ___________________________________________________________________
 RD1475* NAD 83(1986)-  45 09 05.     (N)    123 57 20.     (W)     SCALED    
 RD1475* NAVD 88     -        23.792  (meters)      78.06   (feet)  ADJUSTED  
 RD1475  ___________________________________________________________________
 RD1475  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 RD1475  DYNAMIC HT  -          23.793 (meters)      78.06  (feet)  COMP
 RD1475  MODELED GRAV-     980,660.7   (mgal)                       NAVD 88
 RD1475
 RD1475  VERT ORDER  -  FIRST     CLASS II
 RD1475
 RD1475.The horizontal coordinates were scaled from a topographic map and have
 RD1475.an estimated accuracy of +/- 6 seconds.
 RD1475
 RD1475.The orthometric height was determined by differential leveling
 RD1475.and adjusted in June 1991.
 RD1475
 RD1475.The geoid height was determined by GEOID03.
 RD1475
 RD1475.The dynamic height is computed by dividing the NAVD 88
 RD1475.geopotential number by the normal gravity value computed on the
 RD1475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1475.degrees latitude (g = 980.6199 gals.).
 RD1475
 RD1475.The modeled gravity was interpolated from observed gravity values.
 RD1475
 RD1475;                    North         East    Units  Estimated Accuracy
 RD1475;SPC OR N     -   170,790.    2,228,370.      MT  (+/- 180 meters Scaled)
 RD1475
 RD1475                          SUPERSEDED SURVEY CONTROL
 RD1475
 RD1475.No superseded survey control is available for this station.
 RD1475
 RD1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR248002(NAD 83)
 RD1475_MARKER: I = METAL ROD
 RD1475_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RD1475_SP_SET: STAINLESS STEEL ROD
 RD1475_STAMPING: D 713 1987
 RD1475_MARK LOGO: NGS   
 RD1475_PROJECTION: FLUSH
 RD1475_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RD1475_ROD/PIPE-DEPTH: 5.2  meters
 RD1475
 RD1475  HISTORY     - Date     Condition        Report By
 RD1475  HISTORY     - 1987     MONUMENTED       NGS
 RD1475
 RD1475                          STATION DESCRIPTION
 RD1475
 RD1475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 RD1475'26.4 KM (16.40 MI) NORTH FROM LINCOLN CITY.
 RD1475'26.4 KM (16.40 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE DELAKE
 RD1475'SCHOOL IN LINCOLN CITY, 13.6 M (44.6 FT) SOUTHEAST OF THE CENTERLINE
 RD1475'OF THE HIGHWAY, 10.0 M (32.8 FT) EAST OF A UTILITY POLE, AND 4.1 M
 RD1475'(13.5 FT) SOUTHWEST OF THE CENTER OF FIELD ENTRANCE GATE.
 RD1475'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 RD1475'THE MARK IS 0.7 METERS  NW FROM  A WITNESS POST AND FENCE
 RD1475'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1428 ***********************************************************************
 QE1428  DESIGNATION -  D 714
 QE1428  PID         -  QE1428
 QE1428  STATE/COUNTY-  OR/LINCOLN
 QE1428  USGS QUAD   -  DEPOE BAY (1984)
 QE1428
 QE1428                         *CURRENT SURVEY CONTROL
 QE1428  ___________________________________________________________________
 QE1428* NAD 83(1986)-  44 46 50.     (N)    124 04 21.     (W)     SCALED    
 QE1428* NAVD 88     -        31.772  (meters)     104.24   (feet)  ADJUSTED  
 QE1428  ___________________________________________________________________
 QE1428  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 QE1428  DYNAMIC HT  -          31.772 (meters)     104.24  (feet)  COMP
 QE1428  MODELED GRAV-     980,612.9   (mgal)                       NAVD 88
 QE1428
 QE1428  VERT ORDER  -  FIRST     CLASS II
 QE1428
 QE1428.The horizontal coordinates were scaled from a topographic map and have
 QE1428.an estimated accuracy of +/- 6 seconds.
 QE1428
 QE1428.The orthometric height was determined by differential leveling
 QE1428.and adjusted in June 1991.
 QE1428
 QE1428.The geoid height was determined by GEOID03.
 QE1428
 QE1428.The dynamic height is computed by dividing the NAVD 88
 QE1428.geopotential number by the normal gravity value computed on the
 QE1428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1428.degrees latitude (g = 980.6199 gals.).
 QE1428
 QE1428.The modeled gravity was interpolated from observed gravity values.
 QE1428
 QE1428;                    North         East    Units  Estimated Accuracy
 QE1428;SPC OR N     -   130,030.    2,217,360.      MT  (+/- 180 meters Scaled)
 QE1428
 QE1428                          SUPERSEDED SURVEY CONTROL
 QE1428
 QE1428.No superseded survey control is available for this station.
 QE1428
 QE1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ151591(NAD 83)
 QE1428_MARKER: DB = BENCH MARK DISK
 QE1428_SETTING: 66 = SET IN ROCK OUTCROP
 QE1428_SP_SET: BEDROCK
 QE1428_STAMPING: D 714 1987
 QE1428_MARK LOGO: NGS   
 QE1428_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QE1428+STABILITY: POSITION/ELEVATION WELL
 QE1428
 QE1428  HISTORY     - Date     Condition        Report By
 QE1428  HISTORY     - 1987     MONUMENTED       NGS
 QE1428
 QE1428                          STATION DESCRIPTION
 QE1428
 QE1428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QE1428'17.0 KM (10.55 MI) NORTH FROM NEWPORT.
 QE1428'17.0 KM (10.55 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM ITS
 QE1428'JUNCTION WITH U.S. HIGHWAY 20 IN NEWPORT, IN A 10 BY 15 FOOT EXPOSED
 QE1428'AREA OF BEDROCK ABOUT 3 FEET ABOVE THE GROUND, 0.1 KM (0.05 MI)
 QE1428'SOUTHEAST OF A PAVED ROAD LEADING SOUTH (OLD U.S. HIGHWAY 101), AND
 QE1428'8.1 M (26.6 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 QE1428'THE MARK IS 0.8 METERS  SE FROM  A WITNESS POST
 QE1428'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1570 ***********************************************************************
 QE1570  DESIGNATION -  D 715
 QE1570  PID         -  QE1570
 QE1570  STATE/COUNTY-  OR/BENTON
 QE1570  USGS QUAD   -  WREN (1984)
 QE1570
 QE1570                         *CURRENT SURVEY CONTROL
 QE1570  ___________________________________________________________________
 QE1570* NAD 83(1986)-  44 34 31.     (N)    123 25 18.     (W)     SCALED    
 QE1570* NAVD 88     -       211.144  (meters)     692.73   (feet)  ADJUSTED  
 QE1570  ___________________________________________________________________
 QE1570  GEOID HEIGHT-         -22.23  (meters)                     GEOID03
 QE1570  DYNAMIC HT  -         211.134 (meters)     692.70  (feet)  COMP
 QE1570  MODELED GRAV-     980,561.9   (mgal)                       NAVD 88
 QE1570
 QE1570  VERT ORDER  -  FIRST     CLASS II
 QE1570
 QE1570.The horizontal coordinates were scaled from a topographic map and have
 QE1570.an estimated accuracy of +/- 6 seconds.
 QE1570
 QE1570.The orthometric height was determined by differential leveling
 QE1570.and adjusted in June 1991.
 QE1570
 QE1570.The geoid height was determined by GEOID03.
 QE1570
 QE1570.The dynamic height is computed by dividing the NAVD 88
 QE1570.geopotential number by the normal gravity value computed on the
 QE1570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1570.degrees latitude (g = 980.6199 gals.).
 QE1570
 QE1570.The modeled gravity was interpolated from observed gravity values.
 QE1570
 QE1570;                    North         East    Units  Estimated Accuracy
 QE1570;SPC OR N     -   105,160.    2,268,000.      MT  (+/- 180 meters Scaled)
 QE1570
 QE1570                          SUPERSEDED SURVEY CONTROL
 QE1570
 QE1570.No superseded survey control is available for this station.
 QE1570
 QE1570_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ665358(NAD 83)
 QE1570_MARKER: I = METAL ROD
 QE1570_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QE1570_SP_SET: STAINLESS STEEL ROD
 QE1570_STAMPING: D 715 1987
 QE1570_MARK LOGO: NGS   
 QE1570_PROJECTION: FLUSH
 QE1570_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE1570_ROD/PIPE-DEPTH: 3.6  meters
 QE1570
 QE1570  HISTORY     - Date     Condition        Report By
 QE1570  HISTORY     - 1987     MONUMENTED       NGS
 QE1570
 QE1570                          STATION DESCRIPTION
 QE1570
 QE1570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QE1570'16.5 KM (10.25 MI) WEST FROM CORVALLIS.
 QE1570'16.5 KM (10.25 MI) WESTERLY ALONG U.S. HIGHWAY 20 FROM ITS JUNCTION
 QE1570'WITH STATE HIGHWAY 34 IN CORVALLIS, 29.5 M (96.8 FT) NORTH OF THE
 QE1570'CENTER OF THE ENTRANCE ROAD LEADING TO THE HOSKINS LUMBER COMPANY,
 QE1570'11.4 M (37.4 FT) NORTH OF A TOTEM POLE OF THE LUMBER COMPANY SIGN,
 QE1570'10.7 M (35.1 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, AND 0.9 M
 QE1570'(3.0 FT) SOUTH OF UTILITY POLE NUMBER WP 2/3. NOTE--ACCESS TO DATUM
 QE1570'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QE1570'THE MARK IS 0.2 METERS  N FROM  A WITNESS POST
 QE1570'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1545 ***********************************************************************
 RD1545  DESIGNATION -  D 718
 RD1545  PID         -  RD1545
 RD1545  STATE/COUNTY-  OR/MULTNOMAH
 RD1545  USGS QUAD   -  PORTLAND (1990)
 RD1545
 RD1545                         *CURRENT SURVEY CONTROL
 RD1545  ___________________________________________________________________
 RD1545* NAD 83(1986)-  45 34 30.     (N)    122 44 59.     (W)     SCALED    
 RD1545* NAVD 88     -        20.643  (meters)      67.73   (feet)  ADJUSTED  
 RD1545  ___________________________________________________________________
 RD1545  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 RD1545  DYNAMIC HT  -          20.643 (meters)      67.73  (feet)  COMP
 RD1545  MODELED GRAV-     980,618.9   (mgal)                       NAVD 88
 RD1545
 RD1545  VERT ORDER  -  FIRST     CLASS II
 RD1545
 RD1545.The horizontal coordinates were scaled from a topographic map and have
 RD1545.an estimated accuracy of +/- 6 seconds.
 RD1545
 RD1545.The orthometric height was determined by differential leveling
 RD1545.and adjusted in June 1991.
 RD1545
 RD1545.The geoid height was determined by GEOID03.
 RD1545
 RD1545.The dynamic height is computed by dividing the NAVD 88
 RD1545.geopotential number by the normal gravity value computed on the
 RD1545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1545.degrees latitude (g = 980.6199 gals.).
 RD1545
 RD1545.The modeled gravity was interpolated from observed gravity values.
 RD1545
 RD1545;                    North         East    Units  Estimated Accuracy
 RD1545;SPC OR N     -   214,500.    2,324,440.      MT  (+/- 180 meters Scaled)
 RD1545
 RD1545                          SUPERSEDED SURVEY CONTROL
 RD1545
 RD1545  NGVD 29 (05/16/90)   19.589  (m)           64.27   (f) ADJUSTED    1 2
 RD1545
 RD1545.Superseded values are not recommended for survey control.
 RD1545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1545.See file dsdata.txt to determine how the superseded data were derived.
 RD1545
 RD1545_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER195468(NAD 83)
 RD1545_MARKER: DB = BENCH MARK DISK
 RD1545_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 RD1545_SP_SET: BRIDGE WINGWALL
 RD1545_STAMPING: D 718 1987
 RD1545_MARK LOGO: NGS   
 RD1545_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RD1545_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD1545+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2008
 RD1545
 RD1545  HISTORY     - Date     Condition        Report By
 RD1545  HISTORY     - 1987     MONUMENTED       NGS
 RD1545  HISTORY     - 20080701 GOOD             USACE
 RD1545
 RD1545                          STATION DESCRIPTION
 RD1545
 RD1545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 RD1545'IN PORTLAND.
 RD1545'IN THE NORTHWEST PART OF PORTLAND, IN THE SOUTHWEST END OF THE
 RD1545'BURLINGTON NORTHERN RAILROAD BRIDGE OVER THE WILLAMETTE RIVER, IN TOP
 RD1545'AND 5.0 M (16.4 FT) NORTHEAST OF THE SOUTHWEST END OF THE NORTHWEST
 RD1545'WINGWALL OF THE SOUTHWEST ABUTMENT OF THE BRIDGE, 2.0 M (6.6 FT)
 RD1545'NORTHWEST OF THE NORTHWEST RAIL, 0.4 M (1.3 FT) SOUTHWEST OF THE
 RD1545'SOUTHWEST END OF THE TOP STEP OF A WOOD STAIR.
 RD1545
 RD1545                          STATION RECOVERY (2008)
 RD1545
 RD1545'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2008 (JAK)
 RD1545'WOOD STAIR DESCRIBED IN 1987 IS GONE AND A METAL STAIRWAY IS IN ITS
 RD1545'PLACE.  MARK IS 6 FEET NE OF NE END OF TOP METAL STEP.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1921 ***********************************************************************
 RC1921  DESIGNATION -  D 719
 RC1921  PID         -  RC1921
 RC1921  STATE/COUNTY-  OR/HOOD RIVER
 RC1921  USGS QUAD   -  BONNEVILLE DAM (1994)
 RC1921
 RC1921                         *CURRENT SURVEY CONTROL
 RC1921  ___________________________________________________________________
 RC1921* NAD 83(1986)-  45 39 06.     (N)    121 54 23.     (W)     SCALED    
 RC1921* NAVD 88     -        56.426  (meters)     185.12   (feet)  ADJUSTED  
 RC1921  ___________________________________________________________________
 RC1921  GEOID HEIGHT-         -21.75  (meters)                     GEOID03
 RC1921  DYNAMIC HT  -          56.424 (meters)     185.12  (feet)  COMP
 RC1921  MODELED GRAV-     980,574.8   (mgal)                       NAVD 88
 RC1921
 RC1921  VERT ORDER  -  FIRST     CLASS II
 RC1921
 RC1921.The horizontal coordinates were scaled from a topographic map and have
 RC1921.an estimated accuracy of +/- 6 seconds.
 RC1921
 RC1921.The orthometric height was determined by differential leveling
 RC1921.and adjusted in June 1991.
 RC1921
 RC1921.The geoid height was determined by GEOID03.
 RC1921
 RC1921.The dynamic height is computed by dividing the NAVD 88
 RC1921.geopotential number by the normal gravity value computed on the
 RC1921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1921.degrees latitude (g = 980.6199 gals.).
 RC1921
 RC1921.The modeled gravity was interpolated from observed gravity values.
 RC1921
 RC1921;                    North         East    Units  Estimated Accuracy
 RC1921;SPC OR N     -   221,530.    2,390,390.      MT  (+/- 180 meters Scaled)
 RC1921
 RC1921                          SUPERSEDED SURVEY CONTROL
 RC1921
 RC1921.No superseded survey control is available for this station.
 RC1921
 RC1921_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER852559(NAD 83)
 RC1921_MARKER: I = METAL ROD
 RC1921_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RC1921+WITH SETTING: INFORMATION.
 RC1921_SP_SET: SHALLOW-SET METAL ROD
 RC1921_STAMPING: D 719 1987
 RC1921_MARK LOGO: NGS   
 RC1921_PROJECTION: FLUSH
 RC1921_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RC1921_ROD/PIPE-DEPTH: 2.25 meters
 RC1921
 RC1921  HISTORY     - Date     Condition        Report By
 RC1921  HISTORY     - 1987     MONUMENTED       NGS
 RC1921  HISTORY     - 1987     GOOD             USPSQD
 RC1921  HISTORY     - 1987     GOOD             USPSQD
 RC1921  HISTORY     - 1989     GOOD             USPSQD
 RC1921  HISTORY     - 20040816 MARK NOT FOUND   USPSQD
 RC1921
 RC1921                          STATION DESCRIPTION
 RC1921
 RC1921'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 RC1921'1.7 KM (1.05 MI) WEST FROM CASCADE LOCKS.
 RC1921'1.3 KM (0.80 MI) WEST ALONG WANAPA STREET (US HIGHWAY 30) FROM THE
 RC1921'POST OFFICE IN CASCADE LOCKS, THENCE 0.4 KM (0.25 MI) WEST ALONG
 RC1921'INTERSTATE HIGHWAY 84, 33.5 M (109.9 FT) NORTHEAST OF MILEPOST 43,
 RC1921'10.0 M (32.8 FT) SOUTHEAST OF THE HIGHWAY EASTBOUND CENTERLINE, 0.76
 RC1921'M (2.5 FT) EAST OF THE WEST END OF A GUARDRAIL.  NOTE--ROD DRIVEN TO
 RC1921'ABRUPT REFUSAL AND ANCHORED. NOTE--ACCESS TO DATUM POINT IS HAD
 RC1921'THROUGH A 5-INCH LOGO CAP.
 RC1921'THE MARK IS 0.45 METERS  N FROM  A WITNESS POST
 RC1921'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 RC1921
 RC1921                          STATION RECOVERY (1987)
 RC1921
 RC1921'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWE)
 RC1921'RECOVERED IN GOOD CONDITION.
 RC1921
 RC1921                          STATION RECOVERY (1987)
 RC1921
 RC1921'RECOVERY NOTE BY US POWER SQUADRON 1987 (ECD)
 RC1921'RECOVERED IN GOOD CONDITION.
 RC1921
 RC1921                          STATION RECOVERY (1989)
 RC1921
 RC1921'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RC1921'RECOVERED IN GOOD CONDITION.
 RC1921
 RC1921                          STATION RECOVERY (2004)
 RC1921
 RC1921'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 RC1921'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0045 ***********************************************************************
 NY0045  DESIGNATION -  D 72
 NY0045  PID         -  NY0045
 NY0045  STATE/COUNTY-  OR/LAKE
 NY0045  USGS QUAD   -  TUCKER HILL (1966)
 NY0045
 NY0045                         *CURRENT SURVEY CONTROL
 NY0045  ___________________________________________________________________
 NY0045* NAD 83(1986)-  42 36 57.     (N)    120 28 45.     (W)     SCALED    
 NY0045* NAVD 88     -      1324.686  (meters)    4346.07   (feet)  ADJUSTED  
 NY0045  ___________________________________________________________________
 NY0045  GEOID HEIGHT-         -20.68  (meters)                     GEOID03
 NY0045  DYNAMIC HT  -        1323.907 (meters)    4343.52  (feet)  COMP
 NY0045  MODELED GRAV-     979,987.5   (mgal)                       NAVD 88
 NY0045
 NY0045  VERT ORDER  -  SECOND    CLASS 0
 NY0045
 NY0045.The horizontal coordinates were scaled from a topographic map and have
 NY0045.an estimated accuracy of +/- 6 seconds.
 NY0045
 NY0045.The orthometric height was determined by differential leveling
 NY0045.and adjusted in June 1991.
 NY0045
 NY0045.The geoid height was determined by GEOID03.
 NY0045
 NY0045.The dynamic height is computed by dividing the NAVD 88
 NY0045.geopotential number by the normal gravity value computed on the
 NY0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0045.degrees latitude (g = 980.6199 gals.).
 NY0045
 NY0045.The modeled gravity was interpolated from observed gravity values.
 NY0045
 NY0045;                    North         East    Units  Estimated Accuracy
 NY0045;SPC OR S     -   105,440.    1,501,710.      MT  (+/- 180 meters Scaled)
 NY0045
 NY0045                          SUPERSEDED SURVEY CONTROL
 NY0045
 NY0045  NGVD 29 (??/??/92) 1323.504  (m)         4342.20   (f) ADJ UNCH    2 0
 NY0045
 NY0045.Superseded values are not recommended for survey control.
 NY0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0045.See file dsdata.txt to determine how the superseded data were derived.
 NY0045
 NY0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGN067212(NAD 83)
 NY0045_MARKER: DB = BENCH MARK DISK
 NY0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NY0045_STAMPING: D 72 1931
 NY0045_MARK LOGO: CGS   
 NY0045_MAGNETIC: N = NO MAGNETIC MATERIAL
 NY0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0045+STABILITY: SURFACE MOTION
 NY0045
 NY0045  HISTORY     - Date     Condition        Report By
 NY0045  HISTORY     - 1931     MONUMENTED       CGS
 NY0045  HISTORY     - 19840315 GOOD             NGS
 NY0045
 NY0045                          STATION DESCRIPTION
 NY0045
 NY0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 NY0045'7.4 MI S FROM PAISLEY.
 NY0045'ABOUT 7.4 MILES SOUTH ALONG THE FREMONT HIGHWAY (OREGON 31) FROM
 NY0045'PAISLEY, LAKE COUNTY, 63 FEET EAST OF A CONCRETE CULVERT, AND 27 FEET
 NY0045'NORTH OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED D
 NY0045'72 1931 AND SET IN THE TOP OF A CONCRETE POST.
 NY0045
 NY0045                          STATION RECOVERY (1984)
 NY0045
 NY0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 NY0045'THE STATION IS LOCATED ABOUT 24 KM (14.90 MI) NORTHWEST OF VALLEY
 NY0045'FALLS AND ABOUT 11.2 KM (6.95 MI) SOUTH OF PAISLEY.  THE STATION IS A
 NY0045'STANDARD BENCH MARK DISK STAMPED---D 72 1931---SET INTO THE TOP OF A
 NY0045'SQUARE CONCRETE MONUMENT 25 CM ON A SIDE AND PROJECTS 30 CM ABOVE THE
 NY0045'GROUND.  IT IS 11.1 METERS (36.4 FT) WEST OF A POWER POLE, 8.5 METERS
 NY0045'(27.9 FT) NORTH OF THE CENTERLINE OF THE ROAD, 0.6 METERS (2.0 FT)
 NY0045'EAST OF A 4 INCH BY 4 INCH WOODEN POST WITH USBM ON IT AND 0.5 METER
 NY0045'(1.6 FT) SOUTH FROM A FENCE.  TO REACH THE STATION FROM THE STATION GO
 NY0045'WEST ON HIGHWAY 31 FOR 2.0 KM (1.25 MI) TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1944 ***********************************************************************
 RC1944  DESIGNATION -  D 721
 RC1944  PID         -  RC1944
 RC1944  STATE/COUNTY-  OR/SHERMAN
 RC1944  USGS QUAD   -  BIGGS JUNCTION (1994)
 RC1944
 RC1944                         *CURRENT SURVEY CONTROL
 RC1944  ___________________________________________________________________
 RC1944* NAD 83(1986)-  45 38 51.     (N)    120 48 31.     (W)     SCALED    
 RC1944* NAVD 88     -       147.462  (meters)     483.80   (feet)  ADJUSTED  
 RC1944  ___________________________________________________________________
 RC1944  GEOID HEIGHT-         -21.37  (meters)                     GEOID03
 RC1944  DYNAMIC HT  -         147.458 (meters)     483.79  (feet)  COMP
 RC1944  MODELED GRAV-     980,584.2   (mgal)                       NAVD 88
 RC1944
 RC1944  VERT ORDER  -  FIRST     CLASS II
 RC1944
 RC1944.The horizontal coordinates were scaled from a topographic map and have
 RC1944.an estimated accuracy of +/- 6 seconds.
 RC1944
 RC1944.The orthometric height was determined by differential leveling
 RC1944.and adjusted in June 1991.
 RC1944
 RC1944.The geoid height was determined by GEOID03.
 RC1944
 RC1944.The dynamic height is computed by dividing the NAVD 88
 RC1944.geopotential number by the normal gravity value computed on the
 RC1944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1944.degrees latitude (g = 980.6199 gals.).
 RC1944
 RC1944.The modeled gravity was interpolated from observed gravity values.
 RC1944
 RC1944;                    North         East    Units  Estimated Accuracy
 RC1944;SPC OR N     -   220,160.    2,475,940.      MT  (+/- 180 meters Scaled)
 RC1944
 RC1944                          SUPERSEDED SURVEY CONTROL
 RC1944
 RC1944.No superseded survey control is available for this station.
 RC1944
 RC1944_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR707572(NAD 83)
 RC1944_MARKER: I = METAL ROD
 RC1944_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RC1944+WITH SETTING: INFORMATION.
 RC1944_SP_SET: SHALLOW-SET METAL ROD
 RC1944_STAMPING: D 721 1987
 RC1944_MARK LOGO: NGS   
 RC1944_PROJECTION: FLUSH
 RC1944_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RC1944_ROD/PIPE-DEPTH: 1.4  meters
 RC1944
 RC1944  HISTORY     - Date     Condition        Report By
 RC1944  HISTORY     - 1987     MONUMENTED       NGS
 RC1944
 RC1944                          STATION DESCRIPTION
 RC1944
 RC1944'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 RC1944'3.6 KM (2.25 MI) SOUTH FROM BIGGS.
 RC1944'3.6 KM (2.25 MI) SOUTH ALONG US HIGHWAY 97 FROM THE UNDERPASS OF THE
 RC1944'UNION PACIFIC RAILROAD IN BIGGS, 29.07 M (95.4 FT) NORTH OF THE
 RC1944'CENTERLINE OF THE HIGHWAY, 25.30 M (83.0 FT) WEST OF THE EXTENDED
 RC1944'CENTER OF MUD HOLLOW ROAD.  THE ROD WAS DRIVEN TO ABRUPT REFUSAL AND
 RC1944'ANCHORED. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 RC1944'CAP.
 RC1944'THE MARK IS 3.70 METERS  E FROM  A WITNESS POST
 RC1944'THE MARK IS 0.60 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1984 ***********************************************************************
 RC1984  DESIGNATION -  D 722
 RC1984  PID         -  RC1984
 RC1984  STATE/COUNTY-  OR/SHERMAN
 RC1984  USGS QUAD   -  GRASS VALLEY (1962)
 RC1984
 RC1984                         *CURRENT SURVEY CONTROL
 RC1984  ___________________________________________________________________
 RC1984* NAD 83(1986)-  45 20 35.     (N)    120 46 35.     (W)     SCALED    
 RC1984* NAVD 88     -       715.822  (meters)    2348.49   (feet)  ADJUSTED  
 RC1984  ___________________________________________________________________
 RC1984  GEOID HEIGHT-         -21.01  (meters)                     GEOID03
 RC1984  DYNAMIC HT  -         715.713 (meters)    2348.14  (feet)  COMP
 RC1984  MODELED GRAV-     980,439.9   (mgal)                       NAVD 88
 RC1984
 RC1984  VERT ORDER  -  FIRST     CLASS II
 RC1984
 RC1984.The horizontal coordinates were scaled from a topographic map and have
 RC1984.an estimated accuracy of +/- 6 seconds.
 RC1984
 RC1984.The orthometric height was determined by differential leveling
 RC1984.and adjusted in June 1991.
 RC1984
 RC1984.The geoid height was determined by GEOID03.
 RC1984
 RC1984.The dynamic height is computed by dividing the NAVD 88
 RC1984.geopotential number by the normal gravity value computed on the
 RC1984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1984.degrees latitude (g = 980.6199 gals.).
 RC1984
 RC1984.The modeled gravity was interpolated from observed gravity values.
 RC1984
 RC1984;                    North         East    Units  Estimated Accuracy
 RC1984;SPC OR N     -   186,320.    2,478,340.      MT  (+/- 180 meters Scaled)
 RC1984
 RC1984                          SUPERSEDED SURVEY CONTROL
 RC1984
 RC1984.No superseded survey control is available for this station.
 RC1984
 RC1984_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR742234(NAD 83)
 RC1984_MARKER: I = METAL ROD
 RC1984_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RC1984+WITH SETTING: INFORMATION.
 RC1984_SP_SET: SHALLOW-SET METAL ROD
 RC1984_STAMPING: D 722 1987
 RC1984_MARK LOGO: NGS   
 RC1984_PROJECTION: FLUSH
 RC1984_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RC1984_ROD/PIPE-DEPTH: 0.91 meters
 RC1984
 RC1984  HISTORY     - Date     Condition        Report By
 RC1984  HISTORY     - 1987     MONUMENTED       NGS
 RC1984
 RC1984                          STATION DESCRIPTION
 RC1984
 RC1984'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 RC1984'2.3 KM (1.45 MI) SOUTH FROM GRASS VALLEY.
 RC1984'2.3 KM (1.45 MI) SOUTH ALONG US HIGHWAY 97 FROM THE POST OFFICE IN
 RC1984'GRASS VALLEY, 14.44 M (47.4 FT) NORTHEAST OF THE HIGHWAY CENTERLINE,
 RC1984'0.97 M (3.2 FT) WEST OF A RIGHT OF WAY POST, 0.70 M (2.3 FT)
 RC1984'SOUTHWEST OF A FENCE. ROD DRIVEN TO ABRUPT REFUSAL AND ANCHORED.
 RC1984'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 RC1984'THE MARK IS 0.30 METERS  E FROM  A WITNESS POST
 RC1984'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1492 ***********************************************************************
 RD1492  DESIGNATION -  D 723
 RD1492  PID         -  RD1492
 RD1492  STATE/COUNTY-  OR/CLACKAMAS
 RD1492  USGS QUAD   -  GLADSTONE (1984)
 RD1492
 RD1492                         *CURRENT SURVEY CONTROL
 RD1492  ___________________________________________________________________
 RD1492* NAD 83(1986)-  45 25 17.     (N)    122 34 44.     (W)     SCALED    
 RD1492* NAVD 88     -        37.669  (meters)     123.59   (feet)  ADJUSTED  
 RD1492  ___________________________________________________________________
 RD1492  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 RD1492  DYNAMIC HT  -          37.669 (meters)     123.59  (feet)  COMP
 RD1492  MODELED GRAV-     980,623.8   (mgal)                       NAVD 88
 RD1492
 RD1492  VERT ORDER  -  FIRST     CLASS II
 RD1492
 RD1492.The horizontal coordinates were scaled from a topographic map and have
 RD1492.an estimated accuracy of +/- 6 seconds.
 RD1492
 RD1492.The orthometric height was determined by differential leveling
 RD1492.and adjusted in June 1991.
 RD1492
 RD1492.The geoid height was determined by GEOID03.
 RD1492
 RD1492.The dynamic height is computed by dividing the NAVD 88
 RD1492.geopotential number by the normal gravity value computed on the
 RD1492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1492.degrees latitude (g = 980.6199 gals.).
 RD1492
 RD1492.The modeled gravity was interpolated from observed gravity values.
 RD1492
 RD1492;                    North         East    Units  Estimated Accuracy
 RD1492;SPC OR N     -   197,080.    2,337,330.      MT  (+/- 180 meters Scaled)
 RD1492
 RD1492                          SUPERSEDED SURVEY CONTROL
 RD1492
 RD1492.No superseded survey control is available for this station.
 RD1492
 RD1492_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER329298(NAD 83)
 RD1492_MARKER: DB = BENCH MARK DISK
 RD1492_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RD1492_SP_SET: PIER
 RD1492_STAMPING: D 723 1987
 RD1492_MARK LOGO: NGS   
 RD1492_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RD1492
 RD1492  HISTORY     - Date     Condition        Report By
 RD1492  HISTORY     - 1987     MONUMENTED       NGS
 RD1492  HISTORY     - 19990905 MARK NOT FOUND   USPSQD
 RD1492
 RD1492                          STATION DESCRIPTION
 RD1492
 RD1492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 RD1492'1.7 KM (1.05 MI) NORTH FROM CLACKAMAS.
 RD1492'1.7 KM (1.05 MI) NORTHERLY ALONG STATE HIGHWAY 213 FROM ITS JUNCTION
 RD1492'WITH STATE HIGHWAYS 212 AND 224 IN CLACKAMAS, SET VERTICALLY IN THE
 RD1492'NORTH FACE OF THE MOST NORTHERLY ONE OF FIVE COLUMNS OF THE FIRST
 RD1492'PIER EAST OF THE WEST ABUTMENT OF STATE HIGHWAY 224 OVERPASS OF STATE
 RD1492'HIGHWAY 213, AND 10.0 M (32.8 FT) WEST OF THE CENTERLINE OF THE
 RD1492'SOUTHBOUND LANES OF STATE HIGHWAY 213.
 RD1492'THE MARK IS 1.4 M ABOVE THE GROUND.
 RD1492
 RD1492                          STATION RECOVERY (1999)
 RD1492
 RD1492'RECOVERY NOTE BY US POWER SQUADRON 1999
 RD1492'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1505 ***********************************************************************
 RD1505  DESIGNATION -  D 724
 RD1505  PID         -  RD1505
 RD1505  STATE/COUNTY-  OR/CLACKAMAS
 RD1505  USGS QUAD   -  CANBY (1985)
 RD1505
 RD1505                         *CURRENT SURVEY CONTROL
 RD1505  ___________________________________________________________________
 RD1505* NAD 83(1986)-  45 16 00.     (N)    122 40 47.     (W)     SCALED    
 RD1505* NAVD 88     -        45.308  (meters)     148.65   (feet)  ADJUSTED  
 RD1505  ___________________________________________________________________
 RD1505  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 RD1505  DYNAMIC HT  -          45.307 (meters)     148.64  (feet)  COMP
 RD1505  MODELED GRAV-     980,596.4   (mgal)                       NAVD 88
 RD1505
 RD1505  VERT ORDER  -  FIRST     CLASS II
 RD1505
 RD1505.The horizontal coordinates were scaled from a topographic map and have
 RD1505.an estimated accuracy of +/- 6 seconds.
 RD1505
 RD1505.The orthometric height was determined by differential leveling
 RD1505.and adjusted in June 1991.
 RD1505
 RD1505.The geoid height was determined by GEOID03.
 RD1505
 RD1505.The dynamic height is computed by dividing the NAVD 88
 RD1505.geopotential number by the normal gravity value computed on the
 RD1505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1505.degrees latitude (g = 980.6199 gals.).
 RD1505
 RD1505.The modeled gravity was interpolated from observed gravity values.
 RD1505
 RD1505;                    North         East    Units  Estimated Accuracy
 RD1505;SPC OR N     -   180,100.    2,328,970.      MT  (+/- 180 meters Scaled)
 RD1505
 RD1505                          SUPERSEDED SURVEY CONTROL
 RD1505
 RD1505.No superseded survey control is available for this station.
 RD1505
 RD1505_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER251126(NAD 83)
 RD1505_MARKER: DB = BENCH MARK DISK
 RD1505_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RD1505_SP_SET: PIER
 RD1505_STAMPING: D 724 1987
 RD1505_MARK LOGO: NGS   
 RD1505_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RD1505
 RD1505  HISTORY     - Date     Condition        Report By
 RD1505  HISTORY     - 1987     MONUMENTED       NGS
 RD1505
 RD1505                          STATION DESCRIPTION
 RD1505
 RD1505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 RD1505'14.2 KM (8.80 MI) SW FROM OREGON CITY.
 RD1505'14.2 KM (8.80 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 99E FROM ITS
 RD1505'JUNCTION WITH INTERSTATE HIGHWAY 205 IN OREGON CITY, SET VERTICALLY
 RD1505'IN THE NORTHEAST FACE OF THE MOST NORTHEASTERLY ONE OF TWO COLUMNS OF
 RD1505'THE SECOND PIER NORTHWEST OF THE SOUTHEAST ABUTMENT OF THE SOUTHERN
 RD1505'PACIFIC RAILROAD OVERPASS, IN THE NORTHEAST EDGE OF CANBY, AND 5.5 M
 RD1505'(18.0 FT) SOUTHEAST OF THE CENTERLINE OF THE NORTHEASTBOUND LANES OF
 RD1505'THE HIGHWAY.
 RD1505'THE MARK IS 1.3 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1445 ***********************************************************************
 QE1445  DESIGNATION -  D 725
 QE1445  PID         -  QE1445
 QE1445  STATE/COUNTY-  OR/MARION
 QE1445  USGS QUAD   -  SALEM EAST (1986)
 QE1445
 QE1445                         *CURRENT SURVEY CONTROL
 QE1445  ___________________________________________________________________
 QE1445* NAD 83(1986)-  44 58 24.     (N)    122 58 59.     (W)     SCALED    
 QE1445* NAVD 88     -        54.927  (meters)     180.21   (feet)  ADJUSTED  
 QE1445  ___________________________________________________________________
 QE1445  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 QE1445  DYNAMIC HT  -          54.924 (meters)     180.20  (feet)  COMP
 QE1445  MODELED GRAV-     980,573.5   (mgal)                       NAVD 88
 QE1445
 QE1445  VERT ORDER  -  FIRST     CLASS II
 QE1445
 QE1445.The horizontal coordinates were scaled from a topographic map and have
 QE1445.an estimated accuracy of +/- 6 seconds.
 QE1445
 QE1445.The orthometric height was determined by differential leveling
 QE1445.and adjusted in June 1991.
 QE1445
 QE1445.The geoid height was determined by GEOID03.
 QE1445
 QE1445.The dynamic height is computed by dividing the NAVD 88
 QE1445.geopotential number by the normal gravity value computed on the
 QE1445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1445.degrees latitude (g = 980.6199 gals.).
 QE1445
 QE1445.The modeled gravity was interpolated from observed gravity values.
 QE1445
 QE1445;                    North         East    Units  Estimated Accuracy
 QE1445;SPC OR N     -   148,210.    2,304,180.      MT  (+/- 180 meters Scaled)
 QE1445
 QE1445                          SUPERSEDED SURVEY CONTROL
 QE1445
 QE1445.No superseded survey control is available for this station.
 QE1445
 QE1445_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ013799(NAD 83)
 QE1445_MARKER: I = METAL ROD
 QE1445_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QE1445_SP_SET: STAINLESS STEEL ROD
 QE1445_STAMPING: D 725 1987
 QE1445_MARK LOGO: NGS   
 QE1445_PROJECTION: FLUSH
 QE1445_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE1445_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QE1445+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2004
 QE1445_ROD/PIPE-DEPTH: 4.7  meters
 QE1445
 QE1445  HISTORY     - Date     Condition        Report By
 QE1445  HISTORY     - 1987     MONUMENTED       NGS
 QE1445  HISTORY     - 20040723 GOOD             USPSQD
 QE1445
 QE1445                          STATION DESCRIPTION
 QE1445
 QE1445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QE1445'3.9 KM (2.40 MI) NE FROM SALEM.
 QE1445'1.5 KM (0.95 MI) NORTHEASTERLY ALONG STATE HIGHWAY 99E FROM ITS
 QE1445'JUNCTION WITH INTERSTATE HIGHWAY 5 IN SALEM, THENCE 2.4 KM (1.50 MI)
 QE1445'SOUTHERLY ALONG LANCASTER DRIVE, 9.4 M (30.8 FT) EAST OF THE
 QE1445'CENTERLINE OF THE NORTHBOUND LANES OF THE DRIVE, 7.1 M (23.3 FT)
 QE1445'NORTH OF THE CENTER OF A DRIVEWAY LEADING EAST TO THE WHITE OAKS
 QE1445'SACRED HART ACADEMY, 3.6 M (11.8 FT) SOUTHEAST OF A FENCE CORNER, 2.6
 QE1445'M (8.5 FT) SOUTH OF A FENCE, AND 0.9 M (3.0 FT) WEST OF THE WEST END
 QE1445'OF A SIGN (WHITE OAKS).  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 QE1445'5-INCH LOGO CAP.
 QE1445'THE MARK IS ABOVE LEVEL WITH THE DRIVE.
 QE1445
 QE1445                          STATION RECOVERY (2004)
 QE1445
 QE1445'RECOVERY NOTE BY US POWER SQUADRON 2004 (RHC)
 QE1445'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1526 ***********************************************************************
 QE1526  DESIGNATION -  D 726
 QE1526  PID         -  QE1526
 QE1526  STATE/COUNTY-  OR/LINCOLN
 QE1526  USGS QUAD   -  NEWPORT NORTH (1984)
 QE1526
 QE1526                         *CURRENT SURVEY CONTROL
 QE1526  ___________________________________________________________________
 QE1526* NAD 83(1986)-  44 38 10.     (N)    124 01 59.     (W)     SCALED    
 QE1526* NAVD 88     -        87.155  (meters)     285.94   (feet)  ADJUSTED  
 QE1526  ___________________________________________________________________
 QE1526  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 QE1526  DYNAMIC HT  -          87.152 (meters)     285.93  (feet)  COMP
 QE1526  MODELED GRAV-     980,583.5   (mgal)                       NAVD 88
 QE1526
 QE1526  VERT ORDER  -  FIRST     CLASS II
 QE1526
 QE1526.The horizontal coordinates were scaled from a topographic map and have
 QE1526.an estimated accuracy of +/- 6 seconds.
 QE1526
 QE1526.The orthometric height was determined by differential leveling
 QE1526.and adjusted in June 1991.
 QE1526
 QE1526.The geoid height was determined by GEOID03.
 QE1526
 QE1526.The dynamic height is computed by dividing the NAVD 88
 QE1526.geopotential number by the normal gravity value computed on the
 QE1526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1526.degrees latitude (g = 980.6199 gals.).
 QE1526
 QE1526.The modeled gravity was interpolated from observed gravity values.
 QE1526
 QE1526;                    North         East    Units  Estimated Accuracy
 QE1526;SPC OR N     -   113,860.    2,219,780.      MT  (+/- 180 meters Scaled)
 QE1526
 QE1526                          SUPERSEDED SURVEY CONTROL
 QE1526
 QE1526.No superseded survey control is available for this station.
 QE1526
 QE1526_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ180430(NAD 83)
 QE1526_MARKER: I = METAL ROD
 QE1526_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QE1526_SP_SET: STAINLESS STEEL ROD
 QE1526_STAMPING: D 726 1987
 QE1526_MARK LOGO: NGS   
 QE1526_PROJECTION: FLUSH
 QE1526_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE1526_ROD/PIPE-DEPTH: 12.6 meters
 QE1526
 QE1526  HISTORY     - Date     Condition        Report By
 QE1526  HISTORY     - 1987     MONUMENTED       NGS
 QE1526
 QE1526                          STATION DESCRIPTION
 QE1526
 QE1526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QE1526'1.6 KM (1.00 MI) EAST FROM NEWPORT.
 QE1526'1.6 KM (1.00 MI) EASTERLY ALONG U.S. HIGHWAY 20 FROM ITS JUNCTION WITH
 QE1526'U.S. HIGHWAY 101 IN NEWPORT, 67.1 M (220.1 FT) WEST OF THE CENTER OF
 QE1526'A DRIVEWAY LEADING NORTH, 11.7 M (38.4 FT) NORTHWEST OF THE WEST END
 QE1526'OF A GUARDRAIL, AND 11.1 M (36.4 FT) NORTH OF THE CENTERLINE OF THE
 QE1526'HIGHWAY. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 QE1526'CAP.
 QE1526'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 QE1526'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1550 ***********************************************************************
 QE1550  DESIGNATION -  D 727
 QE1550  PID         -  QE1550
 QE1550  STATE/COUNTY-  OR/LINCOLN
 QE1550  USGS QUAD   -  EDDYVILLE (1984)
 QE1550
 QE1550                         *CURRENT SURVEY CONTROL
 QE1550  ___________________________________________________________________
 QE1550* NAD 83(1986)-  44 37 38.     (N)    123 45 50.     (W)     SCALED    
 QE1550* NAVD 88     -        32.302  (meters)     105.98   (feet)  ADJUSTED  
 QE1550  ___________________________________________________________________
 QE1550  GEOID HEIGHT-         -22.34  (meters)                     GEOID03
 QE1550  DYNAMIC HT  -          32.301 (meters)     105.97  (feet)  COMP
 QE1550  MODELED GRAV-     980,605.9   (mgal)                       NAVD 88
 QE1550
 QE1550  VERT ORDER  -  FIRST     CLASS II
 QE1550
 QE1550.The horizontal coordinates were scaled from a topographic map and have
 QE1550.an estimated accuracy of +/- 6 seconds.
 QE1550
 QE1550.The orthometric height was determined by differential leveling
 QE1550.and adjusted in June 1991.
 QE1550
 QE1550.The geoid height was determined by GEOID03.
 QE1550
 QE1550.The dynamic height is computed by dividing the NAVD 88
 QE1550.geopotential number by the normal gravity value computed on the
 QE1550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1550.degrees latitude (g = 980.6199 gals.).
 QE1550
 QE1550.The modeled gravity was interpolated from observed gravity values.
 QE1550
 QE1550;                    North         East    Units  Estimated Accuracy
 QE1550;SPC OR N     -   111,970.    2,241,080.      MT  (+/- 180 meters Scaled)
 QE1550
 QE1550                          SUPERSEDED SURVEY CONTROL
 QE1550
 QE1550.No superseded survey control is available for this station.
 QE1550
 QE1550_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ394418(NAD 83)
 QE1550_MARKER: I = METAL ROD
 QE1550_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QE1550_SP_SET: STAINLESS STEEL ROD
 QE1550_STAMPING: D 727 1987
 QE1550_MARK LOGO: NGS   
 QE1550_PROJECTION: FLUSH
 QE1550_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE1550_ROD/PIPE-DEPTH: 4.0  meters
 QE1550
 QE1550  HISTORY     - Date     Condition        Report By
 QE1550  HISTORY     - 1987     MONUMENTED       NGS
 QE1550  HISTORY     - 1987     GOOD             USPSQD
 QE1550
 QE1550                          STATION DESCRIPTION
 QE1550
 QE1550'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QE1550'35.3 KM (21.95 MI) EAST FROM NEWPORT.
 QE1550'35.3 KM (21.95 MI) EASTERLY ALONG U.S. HIGHWAY 20 FROM ITS JUNCTION
 QE1550'WITH U.S. HIGHWAY 101 IN NEWPORT, 11.6 M (38.1 FT) SOUTH OF THE
 QE1550'CENTERLINE OF THE HIGHWAY, 5.9 M (19.4 FT) WEST OF THE CENTER OF DEER
 QE1550'CREEK ROAD, 3.9 M (12.8 FT) NORTH OF THE CENTER OF A GATE AND FIELD
 QE1550'ENTRANCE, AND 0.9 M (3.0 FT) SOUTHEAST OF A FENCE CORNER.
 QE1550'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QE1550'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 QE1550'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 QE1550
 QE1550                          STATION RECOVERY (1987)
 QE1550
 QE1550'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWE)
 QE1550'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1485 ***********************************************************************
 QE1485  DESIGNATION -  D 728
 QE1485  PID         -  QE1485
 QE1485  STATE/COUNTY-  OR/LINN
 QE1485  USGS QUAD   -  HALSEY (1969)
 QE1485
 QE1485                         *CURRENT SURVEY CONTROL
 QE1485  ___________________________________________________________________
 QE1485* NAD 83(1986)-  44 28 03.     (N)    123 06 30.     (W)     SCALED    
 QE1485* NAVD 88     -        79.193  (meters)     259.82   (feet)  ADJUSTED  
 QE1485  ___________________________________________________________________
 QE1485  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 QE1485  DYNAMIC HT  -          79.186 (meters)     259.80  (feet)  COMP
 QE1485  MODELED GRAV-     980,532.8   (mgal)                       NAVD 88
 QE1485
 QE1485  VERT ORDER  -  FIRST     CLASS II
 QE1485
 QE1485.The horizontal coordinates were scaled from a topographic map and have
 QE1485.an estimated accuracy of +/- 6 seconds.
 QE1485
 QE1485.The orthometric height was determined by differential leveling
 QE1485.and adjusted in June 1991.
 QE1485
 QE1485.The geoid height was determined by GEOID03.
 QE1485
 QE1485.The dynamic height is computed by dividing the NAVD 88
 QE1485.geopotential number by the normal gravity value computed on the
 QE1485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1485.degrees latitude (g = 980.6199 gals.).
 QE1485
 QE1485.The modeled gravity was interpolated from observed gravity values.
 QE1485
 QE1485;                    North         East    Units  Estimated Accuracy
 QE1485;SPC OR N     -    92,340.    2,292,490.      MT  (+/- 180 meters Scaled)
 QE1485
 QE1485                          SUPERSEDED SURVEY CONTROL
 QE1485
 QE1485.No superseded survey control is available for this station.
 QE1485
 QE1485_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ913238(NAD 83)
 QE1485_MARKER: I = METAL ROD
 QE1485_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QE1485_SP_SET: STAINLESS STEEL ROD
 QE1485_STAMPING: D 728 1987
 QE1485_MARK LOGO: NGS   
 QE1485_PROJECTION: FLUSH
 QE1485_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE1485_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QE1485+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2006
 QE1485_ROD/PIPE-DEPTH: 5.5  meters
 QE1485
 QE1485  HISTORY     - Date     Condition        Report By
 QE1485  HISTORY     - 1987     MONUMENTED       NGS
 QE1485  HISTORY     - 20060527 GOOD             USPSQD
 QE1485
 QE1485                          STATION DESCRIPTION
 QE1485
 QE1485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QE1485'18.7 KM (11.60 MI) SOUTH FROM ALBANY.
 QE1485'18.7 KM (11.60 MI) SOUTHERLY ALONG STATE HIGHWAY 99E FROM THE SOUTHERN
 QE1485'PACIFIC RAILROAD STATION IN ALBANY, 165.2 M (542.0 FT) EAST OF THE
 QE1485'CENTERLINE OF THE HIGHWAY, 9.0 M (29.5 FT) NORTH OF THE CENTER OF A
 QE1485'GRAVELED DRIVEWAY LEADING EAST, AND 8.7 M (28.5 FT) WEST OF THE NEAR
 QE1485'RAIL OF THE SOUTHERN PACIFIC RAILROAD. NOTE--ACCESS TO DATUM POINT IS
 QE1485'HAD THROUGH A 5-INCH LOGO CAP.
 QE1485'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 QE1485'THE MARK IS ABOVE LEVEL WITH THE DRIVEWAY.
 QE1485
 QE1485                          STATION RECOVERY (2006)
 QE1485
 QE1485'RECOVERY NOTE BY US POWER SQUADRON 2006
 QE1485'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1399 ***********************************************************************
 QD1399  DESIGNATION -  D 729
 QD1399  PID         -  QD1399
 QD1399  STATE/COUNTY-  OR/WASCO
 QD1399  USGS QUAD   -  DONNYBROOK (1987)
 QD1399
 QD1399                         *CURRENT SURVEY CONTROL
 QD1399  ___________________________________________________________________
 QD1399* NAD 83(1986)-  44 51 49.     (N)    120 37 46.     (W)     SCALED    
 QD1399* NAVD 88     -      1051.909  (meters)    3451.14   (feet)  ADJUSTED  
 QD1399  ___________________________________________________________________
 QD1399  GEOID HEIGHT-         -20.44  (meters)                     GEOID03
 QD1399  DYNAMIC HT  -        1051.620 (meters)    3450.19  (feet)  COMP
 QD1399  MODELED GRAV-     980,306.2   (mgal)                       NAVD 88
 QD1399
 QD1399  VERT ORDER  -  FIRST     CLASS II
 QD1399
 QD1399.The horizontal coordinates were scaled from a topographic map and have
 QD1399.an estimated accuracy of +/- 6 seconds.
 QD1399
 QD1399.The orthometric height was determined by differential leveling
 QD1399.and adjusted in June 1991.
 QD1399
 QD1399.The geoid height was determined by GEOID03.
 QD1399
 QD1399.The dynamic height is computed by dividing the NAVD 88
 QD1399.geopotential number by the normal gravity value computed on the
 QD1399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1399.degrees latitude (g = 980.6199 gals.).
 QD1399
 QD1399.The modeled gravity was interpolated from observed gravity values.
 QD1399
 QD1399;                    North         East    Units  Estimated Accuracy
 QD1399;SPC OR N     -   133,010.    2,489,770.      MT  (+/- 180 meters Scaled)
 QD1399
 QD1399                          SUPERSEDED SURVEY CONTROL
 QD1399
 QD1399.No superseded survey control is available for this station.
 QD1399
 QD1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ872705(NAD 83)
 QD1399_MARKER: I = METAL ROD
 QD1399_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QD1399+WITH SETTING: INFORMATION.
 QD1399_SP_SET: SHALLOW-SET METAL ROD
 QD1399_STAMPING: D 729 1987
 QD1399_MARK LOGO: NGS   
 QD1399_PROJECTION: FLUSH
 QD1399_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QD1399_ROD/PIPE-DEPTH: 1.12 meters
 QD1399
 QD1399  HISTORY     - Date     Condition        Report By
 QD1399  HISTORY     - 1987     MONUMENTED       NGS
 QD1399
 QD1399                          STATION DESCRIPTION
 QD1399
 QD1399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QD1399'12.6 KM (7.85 MI) SE FROM ANTELOPE.
 QD1399'6.0 KM (3.75 MI) EAST ALONG STATE HIGHWAY 218 FROM THE POST OFFICE IN
 QD1399'ANTELOPE, THENCE 4.6 KM (2.85 MI) SOUTH ALONG COLD CAMP ROAD, THENCE
 QD1399'2.0 KM (1.25 MI) SOUTHEAST ALONG MUDDY ROAD, 8.41 M (27.6 FT) SOUTH
 QD1399'OF THE CENTER OF THE ROAD, 18.13 M (59.5 FT) WEST OF A METAL CULVERT
 QD1399'UNDER THE ROAD, 0.60 M (2.0 FT) NORTH OF A FENCE.  ROD DRIVEN TO
 QD1399'ABRUPT REFUSAL AND ANCHORED. NOTE--ACCESS TO DATUM POINT IS HAD
 QD1399'THROUGH A 5-INCH LOGO CAP.
 QD1399'THE MARK IS 0.30 METERS  E FROM  A WITNESS POST
 QD1399'THE MARK IS 0.9 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1423 ***********************************************************************
 QD1423  DESIGNATION -  D 730
 QD1423  PID         -  QD1423
 QD1423  STATE/COUNTY-  OR/JEFFERSON
 QD1423  USGS QUAD   -  MUDDY RANCH (1987)
 QD1423
 QD1423                         *CURRENT SURVEY CONTROL
 QD1423  ___________________________________________________________________
 QD1423* NAD 83(1986)-  44 45 23.     (N)    120 24 58.     (W)     SCALED    
 QD1423* NAVD 88     -       482.919  (meters)    1584.38   (feet)  ADJUSTED  
 QD1423  ___________________________________________________________________
 QD1423  GEOID HEIGHT-         -20.50  (meters)                     GEOID03
 QD1423  DYNAMIC HT  -         482.810 (meters)    1584.02  (feet)  COMP
 QD1423  MODELED GRAV-     980,377.8   (mgal)                       NAVD 88
 QD1423
 QD1423  VERT ORDER  -  FIRST     CLASS II
 QD1423
 QD1423.The horizontal coordinates were scaled from a topographic map and have
 QD1423.an estimated accuracy of +/- 6 seconds.
 QD1423
 QD1423.The orthometric height was determined by differential leveling
 QD1423.and adjusted in June 1991.
 QD1423
 QD1423.The geoid height was determined by GEOID03.
 QD1423
 QD1423.The dynamic height is computed by dividing the NAVD 88
 QD1423.geopotential number by the normal gravity value computed on the
 QD1423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1423.degrees latitude (g = 980.6199 gals.).
 QD1423
 QD1423.The modeled gravity was interpolated from observed gravity values.
 QD1423
 QD1423;                    North         East    Units  Estimated Accuracy
 QD1423;SPC OR N     -   121,100.    2,506,640.      MT  (+/- 180 meters Scaled)
 QD1423
 QD1423                          SUPERSEDED SURVEY CONTROL
 QD1423
 QD1423.No superseded survey control is available for this station.
 QD1423
 QD1423_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGQ045591(NAD 83)
 QD1423_MARKER: I = METAL ROD
 QD1423_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QD1423_SP_SET: STAINLESS STEEL ROD
 QD1423_STAMPING: D 730 1987
 QD1423_MARK LOGO: NGS   
 QD1423_PROJECTION: FLUSH
 QD1423_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QD1423_ROD/PIPE-DEPTH: 7.74 meters
 QD1423
 QD1423  HISTORY     - Date     Condition        Report By
 QD1423  HISTORY     - 1987     MONUMENTED       NGS
 QD1423
 QD1423                          STATION DESCRIPTION
 QD1423
 QD1423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QD1423'36.1 KM (22.45 MI) NW FROM MITCHELL.
 QD1423'5.5 KM (3.40 MI) WEST ALONG US HIGHWAY 26 FROM THE JUNCTION OF STATE
 QD1423'HIGHWAY 207 IN MITCHELL, THENCE 30.5 KM (18.95 MI) NORTHWEST ALONG
 QD1423'BRIDGE CREEK ROAD, THENCE 0.08 KM (0.05 MI) NORTHWEST ALONG MUDDY
 QD1423'ROAD, 2.28 M (7.5 FT) EAST OF THE EAST POST OF A GATE, 5.2 M
 QD1423'(17.1 FT) NORTH OF THE ROAD CENTER, 0.36 M (1.2 FT) SOUTH OF A FENCE.
 QD1423'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QD1423'THE MARK IS 0.6 METERS  W FROM  A WITNESS POST
 QD1423'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0850 ***********************************************************************
 QC0850  DESIGNATION -  D 731
 QC0850  PID         -  QC0850
 QC0850  STATE/COUNTY-  OR/WHEELER
 QC0850  USGS QUAD   -  TUBB SPRING (1990)
 QC0850
 QC0850                         *CURRENT SURVEY CONTROL
 QC0850  ___________________________________________________________________
 QC0850* NAD 83(1986)-  44 33 28.     (N)    119 51 32.     (W)     SCALED    
 QC0850* NAVD 88     -      1092.938  (meters)    3585.75   (feet)  ADJUSTED  
 QC0850  ___________________________________________________________________
 QC0850  GEOID HEIGHT-         -19.20  (meters)                     GEOID03
 QC0850  DYNAMIC HT  -        1092.560 (meters)    3584.51  (feet)  COMP
 QC0850  MODELED GRAV-     980,234.5   (mgal)                       NAVD 88
 QC0850
 QC0850  VERT ORDER  -  FIRST     CLASS II
 QC0850
 QC0850.The horizontal coordinates were scaled from a topographic map and have
 QC0850.an estimated accuracy of +/- 6 seconds.
 QC0850
 QC0850.The orthometric height was determined by differential leveling
 QC0850.and adjusted in June 1991.
 QC0850
 QC0850.The geoid height was determined by GEOID03.
 QC0850
 QC0850.The dynamic height is computed by dividing the NAVD 88
 QC0850.geopotential number by the normal gravity value computed on the
 QC0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0850.degrees latitude (g = 980.6199 gals.).
 QC0850
 QC0850.The modeled gravity was interpolated from observed gravity values.
 QC0850
 QC0850;                    North         East    Units  Estimated Accuracy
 QC0850;SPC OR N     -    99,230.    2,550,930.      MT  (+/- 180 meters Scaled)
 QC0850
 QC0850                          SUPERSEDED SURVEY CONTROL
 QC0850
 QC0850.No superseded survey control is available for this station.
 QC0850
 QC0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKK729378(NAD 83)
 QC0850_MARKER: I = METAL ROD
 QC0850_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QC0850+WITH SETTING: INFORMATION.
 QC0850_SP_SET: METAL ROD DRIVEN INTO GROUND
 QC0850_STAMPING: D 731 1987
 QC0850_MARK LOGO: NGS   
 QC0850_MAGNETIC: I = MARKER IS A STEEL ROD
 QC0850_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QC0850_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QC0850+SATELLITE: SATELLITE OBSERVATIONS - 1987
 QC0850
 QC0850  HISTORY     - Date     Condition        Report By
 QC0850  HISTORY     - 1987     MONUMENTED       NGS
 QC0850
 QC0850                          STATION DESCRIPTION
 QC0850
 QC0850'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QC0850'30.9 KM (19.20 MI) EASTERLY ALONG U.S. HIGHWAY 26 FROM THE JUNCTION
 QC0850'OF STATE HIGHWAY 207 IN MITCHELL, A METAL ROD DRIVEN 1.8 METERS
 QC0850'AND FLUSH WITH GROUND, 16.6 M (54.5 FT) NORTH OF THE CENTERLINE
 QC0850'OF THE HIGHWAY, 3.0 M (9.8 FT) WEST OF THE CENTER OF A TRACK ROAD,
 QC0850'1.1 M (3.6 FT) SOUTH OF A GATE POST, 0.9 M (3.0 FT) SOUTH OF A FENCE,
 QC0850'0.3 M (1.0 FT) EAST OF A WITNESS POST, AND LEVEL WITH THE HIGHWAY.
 QC0850'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1513 ***********************************************************************
 QE1513  DESIGNATION -  D 732
 QE1513  PID         -  QE1513
 QE1513  STATE/COUNTY-  OR/LANE
 QE1513  USGS QUAD   -  EUGENE WEST (1986)
 QE1513
 QE1513                         *CURRENT SURVEY CONTROL
 QE1513  ___________________________________________________________________
 QE1513* NAD 83(1986)-  44 04 16.     (N)    123 08 40.     (W)     SCALED    
 QE1513* NAVD 88     -       122.133  (meters)     400.70   (feet)  ADJUSTED  
 QE1513  ___________________________________________________________________
 QE1513  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 QE1513  DYNAMIC HT  -         122.117 (meters)     400.65  (feet)  COMP
 QE1513  MODELED GRAV-     980,484.4   (mgal)                       NAVD 88
 QE1513
 QE1513  VERT ORDER  -  FIRST     CLASS II
 QE1513
 QE1513.The horizontal coordinates were scaled from a topographic map and have
 QE1513.an estimated accuracy of +/- 6 seconds.
 QE1513
 QE1513.The orthometric height was determined by differential leveling
 QE1513.and adjusted in June 1991.
 QE1513
 QE1513.The geoid height was determined by GEOID03.
 QE1513
 QE1513.The dynamic height is computed by dividing the NAVD 88
 QE1513.geopotential number by the normal gravity value computed on the
 QE1513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1513.degrees latitude (g = 980.6199 gals.).
 QE1513
 QE1513.The modeled gravity was interpolated from observed gravity values.
 QE1513
 QE1513;                    North         East    Units  Estimated Accuracy
 QE1513;SPC OR S     -   270,450.    1,288,180.      MT  (+/- 180 meters Scaled)
 QE1513
 QE1513                          SUPERSEDED SURVEY CONTROL
 QE1513
 QE1513.No superseded survey control is available for this station.
 QE1513
 QE1513_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP884797(NAD 83)
 QE1513_MARKER: I = METAL ROD
 QE1513_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QE1513_SP_SET: STAINLESS STEEL ROD
 QE1513_STAMPING: D 732 1987
 QE1513_MARK LOGO: NGS   
 QE1513_PROJECTION: FLUSH
 QE1513_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QE1513+STABILITY: POSITION/ELEVATION WELL
 QE1513_ROD/PIPE-DEPTH: 8.6  meters
 QE1513
 QE1513  HISTORY     - Date     Condition        Report By
 QE1513  HISTORY     - 1987     MONUMENTED       NGS
 QE1513  HISTORY     - 20070315 GOOD             GEOCAC
 QE1513
 QE1513                          STATION DESCRIPTION
 QE1513
 QE1513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QE1513'IN EUGENE.
 QE1513'IN EUGENE, AT THE JUNCTION OF STATE HIGHWAY 99 AND RICHARD AVENUE,
 QE1513'64.6 M (211.9 FT) WEST OF THE CENTERLINE OF THE SOUTHEASTBOUND LANES
 QE1513'OF THE HIGHWAY, 21.3 M (69.9 FT) EAST OF A FENCE CORNER, 15.4 M
 QE1513'(50.5 FT) WEST OF A FENCE CORNER, 5.8 M (19.0 FT) NORTH OF THE CENTER
 QE1513'OF THE AVENUE, AND 1.3 M (4.3 FT) WEST OF UTILITY POLE NUMBER 3125.
 QE1513'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QE1513'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 QE1513'THE MARK IS 0.3 M ABOVE THE AVENUE.
 QE1513
 QE1513                          STATION RECOVERY (2007)
 QE1513
 QE1513'RECOVERY NOTE BY GEOCACHING 2007 (ADS)
 QE1513'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1639 ***********************************************************************
 QE1639  DESIGNATION -  D 733
 QE1639  PID         -  QE1639
 QE1639  STATE/COUNTY-  OR/LANE
 QE1639  USGS QUAD   -  VIDA (1988)
 QE1639
 QE1639                         *CURRENT SURVEY CONTROL
 QE1639  ___________________________________________________________________
 QE1639* NAD 83(1986)-  44 08 53.     (N)    122 35 14.     (W)     SCALED    
 QE1639* NAVD 88     -       236.175  (meters)     774.85   (feet)  ADJUSTED  
 QE1639  ___________________________________________________________________
 QE1639  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 QE1639  DYNAMIC HT  -         236.130 (meters)     774.70  (feet)  COMP
 QE1639  MODELED GRAV-     980,422.4   (mgal)                       NAVD 88
 QE1639
 QE1639  VERT ORDER  -  FIRST     CLASS II
 QE1639
 QE1639.The horizontal coordinates were scaled from a topographic map and have
 QE1639.an estimated accuracy of +/- 6 seconds.
 QE1639
 QE1639.The orthometric height was determined by differential leveling
 QE1639.and adjusted in June 1991.
 QE1639
 QE1639.The geoid height was determined by GEOID03.
 QE1639
 QE1639.The dynamic height is computed by dividing the NAVD 88
 QE1639.geopotential number by the normal gravity value computed on the
 QE1639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1639.degrees latitude (g = 980.6199 gals.).
 QE1639
 QE1639.The modeled gravity was interpolated from observed gravity values.
 QE1639
 QE1639;                    North         East    Units  Estimated Accuracy
 QE1639;SPC OR S     -   277,740.    1,333,020.      MT  (+/- 180 meters Scaled)
 QE1639
 QE1639                          SUPERSEDED SURVEY CONTROL
 QE1639
 QE1639.No superseded survey control is available for this station.
 QE1639
 QE1639_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP330884(NAD 83)
 QE1639_MARKER: DB = BENCH MARK DISK
 QE1639_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QE1639_SP_SET: ABUTMENT
 QE1639_STAMPING: D 733 1987
 QE1639_MARK LOGO: NGS   
 QE1639_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QE1639+STABILITY: POSITION/ELEVATION WELL
 QE1639
 QE1639  HISTORY     - Date     Condition        Report By
 QE1639  HISTORY     - 1987     MONUMENTED       NGS
 QE1639
 QE1639                          STATION DESCRIPTION
 QE1639
 QE1639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QE1639'39.0 KM (24.25 MI) EAST FROM SPRINGFIELD.
 QE1639'39.0 KM (24.25 MI) EASTERLY ALONG STATE HIGHWAY 126 FROM ITS JUNCTION
 QE1639'WITH SOUTH 5TH STREET IN SPRINGFIELD, IN TOP OF AND 0.3 M (1.0 FT)
 QE1639'SOUTHEAST OF THE NORTHWEST END OF THE NORTHWEST ABUTMENT OF
 QE1639'GOODPASTURE COVERED BRIDGE SPANNING THE MCKENZIE RIVER, 20.3 M
 QE1639'(66.6 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 3.6 M
 QE1639'(11.8 FT) NORTHEAST OF THE CENTER OF THE GOODPASTURE ROAD.
 QE1639'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1663 ***********************************************************************
 QE1663  DESIGNATION -  D 734
 QE1663  PID         -  QE1663
 QE1663  STATE/COUNTY-  OR/LANE
 QE1663  USGS QUAD   -  BELKNAP SPRINGS (1989)
 QE1663
 QE1663                         *CURRENT SURVEY CONTROL
 QE1663  ___________________________________________________________________
 QE1663* NAD 83(1986)-  44 12 45.     (N)    122 02 48.     (W)     SCALED    
 QE1663* NAVD 88     -       534.058  (meters)    1752.16   (feet)  ADJUSTED  
 QE1663  ___________________________________________________________________
 QE1663  GEOID HEIGHT-         -21.77  (meters)                     GEOID03
 QE1663  DYNAMIC HT  -         533.903 (meters)    1751.65  (feet)  COMP
 QE1663  MODELED GRAV-     980,312.8   (mgal)                       NAVD 88
 QE1663
 QE1663  VERT ORDER  -  FIRST     CLASS II
 QE1663
 QE1663.The horizontal coordinates were scaled from a topographic map and have
 QE1663.an estimated accuracy of +/- 6 seconds.
 QE1663
 QE1663.The orthometric height was determined by differential leveling
 QE1663.and adjusted in June 1991.
 QE1663
 QE1663.The geoid height was determined by GEOID03.
 QE1663
 QE1663.The dynamic height is computed by dividing the NAVD 88
 QE1663.geopotential number by the normal gravity value computed on the
 QE1663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1663.degrees latitude (g = 980.6199 gals.).
 QE1663
 QE1663.The modeled gravity was interpolated from observed gravity values.
 QE1663
 QE1663;                    North         East    Units  Estimated Accuracy
 QE1663;SPC OR S     -   283,960.    1,376,390.      MT  (+/- 180 meters Scaled)
 QE1663
 QE1663                          SUPERSEDED SURVEY CONTROL
 QE1663
 QE1663.No superseded survey control is available for this station.
 QE1663
 QE1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP761959(NAD 83)
 QE1663_MARKER: DB = BENCH MARK DISK
 QE1663_SETTING: 66 = SET IN ROCK OUTCROP
 QE1663_SP_SET: BEDROCK
 QE1663_STAMPING: D 734 1987
 QE1663_MARK LOGO: NGS   
 QE1663_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QE1663+STABILITY: POSITION/ELEVATION WELL
 QE1663
 QE1663  HISTORY     - Date     Condition        Report By
 QE1663  HISTORY     - 1987     MONUMENTED       NGS
 QE1663
 QE1663                          STATION DESCRIPTION
 QE1663
 QE1663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QE1663'13.0 KM (8.10 MI) NE FROM MCKENZIE BRIDGE.
 QE1663'13.0 KM (8.10 MI) NORTHEASTERLY ALONG STATE HIGHWAY 126 FROM ITS
 QE1663'JUNCTION WITH TAYLOR ROAD IN MCKENZIE BRIDGE, SET IN THE SOUTHEASTERN
 QE1663'1/3 OF AN EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 1.1 KM (0.70 MI)
 QE1663'NORTHWEST OF FRISSELL CARPTENDER ROAD, 33.5 M (109.9 FT) NORTHWEST OF
 QE1663'THE SOUTHEAST END OF THE BEDROCK, AND 10.6 M (34.8 FT) NORTHEAST OF
 QE1663'THE CENTERLINE OF THE HIGHWAY.
 QE1663'THE MARK IS 0.4 METERS  NW FROM  A WITNESS POST
 QE1663'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1351 ***********************************************************************
 QD1351  DESIGNATION -  D 735
 QD1351  PID         -  QD1351
 QD1351  STATE/COUNTY-  OR/DESCHUTES
 QD1351  USGS QUAD   -  REDMOND (1975)
 QD1351
 QD1351                         *CURRENT SURVEY CONTROL
 QD1351  ___________________________________________________________________
 QD1351* NAD 83(1986)-  44 16 22.     (N)    121 14 21.     (W)     SCALED    
 QD1351* NAVD 88     -       909.947  (meters)    2985.38   (feet)  ADJUSTED  
 QD1351  ___________________________________________________________________
 QD1351  GEOID HEIGHT-         -21.24  (meters)                     GEOID03
 QD1351  DYNAMIC HT  -         909.646 (meters)    2984.40  (feet)  COMP
 QD1351  MODELED GRAV-     980,256.8   (mgal)                       NAVD 88
 QD1351
 QD1351  VERT ORDER  -  FIRST     CLASS II
 QD1351
 QD1351.The horizontal coordinates were scaled from a topographic map and have
 QD1351.an estimated accuracy of +/- 6 seconds.
 QD1351
 QD1351.The orthometric height was determined by differential leveling
 QD1351.and adjusted in June 1991.
 QD1351
 QD1351.The geoid height was determined by GEOID03.
 QD1351
 QD1351.The dynamic height is computed by dividing the NAVD 88
 QD1351.geopotential number by the normal gravity value computed on the
 QD1351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1351.degrees latitude (g = 980.6199 gals.).
 QD1351
 QD1351.The modeled gravity was interpolated from observed gravity values.
 QD1351
 QD1351;                    North         East    Units  Estimated Accuracy
 QD1351;SPC OR S     -   289,780.    1,440,980.      MT  (+/- 180 meters Scaled)
 QD1351
 QD1351                          SUPERSEDED SURVEY CONTROL
 QD1351
 QD1351.No superseded survey control is available for this station.
 QD1351
 QD1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ405036(NAD 83)
 QD1351_MARKER: DB = BENCH MARK DISK
 QD1351_SETTING: 66 = SET IN ROCK OUTCROP
 QD1351_SP_SET: BEDROCK
 QD1351_STAMPING: D 735 1987
 QD1351_MARK LOGO: NGS   
 QD1351_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QD1351+STABILITY: POSITION/ELEVATION WELL
 QD1351
 QD1351  HISTORY     - Date     Condition        Report By
 QD1351  HISTORY     - 1987     MONUMENTED       NGS
 QD1351
 QD1351                          STATION DESCRIPTION
 QD1351
 QD1351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QD1351'5.3 KM (3.30 MI) WEST FROM REDMOND.
 QD1351'5.3 KM (3.30 MI) WESTERLY ALONG STATE HIGHWAY 126 FROM ITS JUNCTION
 QD1351'WITH 6TH STREET IN REDMOND, SET IN THE WESTERN 1/3 OF AN EXPOSED AREA
 QD1351'OF BEDROCK IN A HIGHWAY CUT, 68.9 M (226.0 FT) EAST OF THE CENTER OF
 QD1351'SW 59TH STREET, 20.2 M (66.3 FT) EAST OF THE WEST END OF THE BEDROCK,
 QD1351'AND 10.1 M (33.1 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY.
 QD1351'THE MARK IS 0.7 METERS  W FROM  A WITNESS POST
 QD1351'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1359 ***********************************************************************
 QD1359  DESIGNATION -  D 736
 QD1359  PID         -  QD1359
 QD1359  STATE/COUNTY-  OR/DESCHUTES
 QD1359  USGS QUAD   -  REDMOND (1975)
 QD1359
 QD1359                         *CURRENT SURVEY CONTROL
 QD1359  ___________________________________________________________________
 QD1359* NAD 83(1986)-  44 15 59.     (N)    121 11 40.     (W)     SCALED    
 QD1359* NAVD 88     -       915.613  (meters)    3003.97   (feet)  ADJUSTED  
 QD1359  ___________________________________________________________________
 QD1359  GEOID HEIGHT-         -21.17  (meters)                     GEOID03
 QD1359  DYNAMIC HT  -         915.308 (meters)    3002.97  (feet)  COMP
 QD1359  MODELED GRAV-     980,254.0   (mgal)                       NAVD 88
 QD1359
 QD1359  VERT ORDER  -  FIRST     CLASS II
 QD1359
 QD1359.The horizontal coordinates were scaled from a topographic map and have
 QD1359.an estimated accuracy of +/- 6 seconds.
 QD1359
 QD1359.The orthometric height was determined by differential leveling
 QD1359.and adjusted in June 1991.
 QD1359
 QD1359.The geoid height was determined by GEOID03.
 QD1359
 QD1359.The dynamic height is computed by dividing the NAVD 88
 QD1359.geopotential number by the normal gravity value computed on the
 QD1359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1359.degrees latitude (g = 980.6199 gals.).
 QD1359
 QD1359.The modeled gravity was interpolated from observed gravity values.
 QD1359
 QD1359;                    North         East    Units  Estimated Accuracy
 QD1359;SPC OR S     -   289,030.    1,444,550.      MT  (+/- 180 meters Scaled)
 QD1359
 QD1359                          SUPERSEDED SURVEY CONTROL
 QD1359
 QD1359.No superseded survey control is available for this station.
 QD1359
 QD1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ441030(NAD 83)
 QD1359_MARKER: DV = VERTICAL CONTROL DISK
 QD1359_SETTING: 66 = SET IN ROCK OUTCROP
 QD1359_SP_SET: IN A DRILL HOLE IN BEDROCK
 QD1359_STAMPING: D 736 1987
 QD1359_MARK LOGO: NGS   
 QD1359_MAGNETIC: N = NO MAGNETIC MATERIAL
 QD1359_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QD1359+STABILITY: POSITION/ELEVATION WELL
 QD1359_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QD1359+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2000
 QD1359
 QD1359  HISTORY     - Date     Condition        Report By
 QD1359  HISTORY     - 1987     MONUMENTED       NGS
 QD1359  HISTORY     - 19880812 GOOD             NGS
 QD1359  HISTORY     - 20000216 GOOD             NGS
 QD1359
 QD1359                          STATION DESCRIPTION
 QD1359
 QD1359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QD1359'1.9 KM (1.20 MI) WEST FROM REDMOND.
 QD1359'1.6 KM (1.00 MI) WESTERLY ALONG STATE HIGHWAY 126 FROM ITS JUNCTION
 QD1359'WITH 6TH STREET IN REDMOND, THENCE 0.3 KM (0.20 MI) SOUTHERLY ALONG
 QD1359'SOUTHWEST 23RD STREET, SET IN THE SOUTHERN 1/3 OF A 5 BY 75.8 FOOT
 QD1359'EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 9.0 M (29.5 FT) SOUTH OF A
 QD1359'UTILITY POLE, 8.3 M (27.2 FT) WEST OF THE CENTERLINE OF THE STREET,
 QD1359'AND 6.5 M (21.3 FT) NORTH OF THE SOUTH END OF THE BEDROCK.
 QD1359'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 QD1359'THE MARK IS 0.6 M ABOVE THE STREET.
 QD1359
 QD1359                          STATION RECOVERY (1988)
 QD1359
 QD1359'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QD1359'RECOVERED IN GOOD CONDITION.
 QD1359
 QD1359                          STATION RECOVERY (2000)
 QD1359
 QD1359'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 QD1359'1.6 KM (1.00 MI) WESTERLY ALONG STATE HIGHWAY 126 FROM THE JUNCTION OF
 QD1359'U.S.  HIGHWAY 97 (SOUTHBOUND 6TH STREET) IN REDMOND, THENCE 0.3 KM
 QD1359'(0.20 MI) SOUTHERLY ALONG SOUTHWEST 23RD STREET, SET IN THE SOUTHERN
 QD1359'1/3 AREA OF A 5 BY 30-FOOT AREA OF EXPOSED BEDROCK BETWEEN A SIDEWALK
 QD1359'AND FENCE, 9.0 M (29.5 FT) SOUTH OF A UTILITY POLE, 8.3 M (27.2 FT)
 QD1359'WEST OF THE STREET CENTERLINE, 6.5 M (21.3 FT) NORTH OF THE SOUTH END
 QD1359'OF THE BEDROCK, 2.4 M (7.9 FT) EAST OF THE FENCE, O.5 M ABOVE THE
 QD1359'LEVEL OF THE STREET, AND 0.3 M (1.0 FT) NORTH OF A WITNESS POST.
 QD1359'NOTE--THE MONUMENT IS ON THE STREET RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1520 ***********************************************************************
 QE1520  DESIGNATION -  D 737
 QE1520  PID         -  QE1520
 QE1520  STATE/COUNTY-  OR/LINN
 QE1520  USGS QUAD   -  TANGENT (1986)
 QE1520
 QE1520                         *CURRENT SURVEY CONTROL
 QE1520  ___________________________________________________________________
 QE1520* NAD 83(1986)-  44 30 35.     (N)    123 06 32.     (W)     SCALED    
 QE1520* NAVD 88     -        74.692  (meters)     245.05   (feet)  ADJUSTED  
 QE1520  ___________________________________________________________________
 QE1520  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 QE1520  DYNAMIC HT  -          74.686 (meters)     245.03  (feet)  COMP
 QE1520  MODELED GRAV-     980,534.8   (mgal)                       NAVD 88
 QE1520
 QE1520  VERT ORDER  -  FIRST     CLASS II
 QE1520
 QE1520.The horizontal coordinates were scaled from a topographic map and have
 QE1520.an estimated accuracy of +/- 6 seconds.
 QE1520
 QE1520.The orthometric height was determined by differential leveling
 QE1520.and adjusted in June 1991.
 QE1520
 QE1520.The geoid height was determined by GEOID03.
 QE1520
 QE1520.The dynamic height is computed by dividing the NAVD 88
 QE1520.geopotential number by the normal gravity value computed on the
 QE1520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1520.degrees latitude (g = 980.6199 gals.).
 QE1520
 QE1520.The modeled gravity was interpolated from observed gravity values.
 QE1520
 QE1520;                    North         East    Units  Estimated Accuracy
 QE1520;SPC OR N     -    97,030.    2,292,600.      MT  (+/- 180 meters Scaled)
 QE1520
 QE1520                          SUPERSEDED SURVEY CONTROL
 QE1520
 QE1520.No superseded survey control is available for this station.
 QE1520
 QE1520_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ913284(NAD 83)
 QE1520_MARKER: I = METAL ROD
 QE1520_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QE1520_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 QE1520_STAMPING: D 737 1987
 QE1520_MARK LOGO: NGS   
 QE1520_PROJECTION: FLUSH
 QE1520_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QE1520+STABILITY: POSITION/ELEVATION WELL
 QE1520_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QE1520+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2006
 QE1520_ROD/PIPE-DEPTH: 8.5  meters
 QE1520_SLEEVE-DEPTH  : 7.6 meters
 QE1520
 QE1520  HISTORY     - Date     Condition        Report By
 QE1520  HISTORY     - 1987     MONUMENTED       NGS
 QE1520  HISTORY     - 20060526 GOOD             USPSQD
 QE1520
 QE1520                          STATION DESCRIPTION
 QE1520
 QE1520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QE1520'14.0 KM (8.70 MI) SOUTH FROM ALBANY.
 QE1520'14.0 KM (8.70 MI) SOUTHERLY ALONG STATE HIGHWAY 99E FROM THE SOUTHERN
 QE1520'PACIFIC RAILROAD STATION IN ALBANY, 29.8 M (97.8 FT) WEST OF THE
 QE1520'CENTERLINE OF THE HIGHWAY, 13.4 M (44.0 FT) WEST OF UTILITY POLE
 QE1520'NUMBER 65 T 910, 12.9 M (42.3 FT) SOUTH OF THE CENTER OF A GRAVELED
 QE1520'ROAD LEADING WEST TO A HOUSE, AND 2.2 M (7.2 FT) SOUTH OF UTILITY
 QE1520'POLE NUMBER 190301. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 QE1520'5-INCH LOGO CAP.
 QE1520'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 QE1520'THE MARK IS 0.6 M BELOW THE ROAD.
 QE1520
 QE1520                          STATION RECOVERY (2006)
 QE1520
 QE1520'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 QE1520'POWER POLE ALSO NOW NUMBERED 190303
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0704 ***********************************************************************
 PC0704  DESIGNATION -  D 738
 PC0704  PID         -  PC0704
 PC0704  STATE/COUNTY-  OR/LANE
 PC0704  USGS QUAD   -  COTTAGE GROVE (1984)
 PC0704
 PC0704                         *CURRENT SURVEY CONTROL
 PC0704  ___________________________________________________________________
 PC0704* NAD 83(1998)-  43 48 05.53970(N)    123 02 21.85864(W)     ADJUSTED  
 PC0704* NAVD 88     -       193.891  (meters)     636.12   (feet)  ADJUSTED  
 PC0704  ___________________________________________________________________
 PC0704  X           -  -2,513,929.635 (meters)                     COMP
 PC0704  Y           -  -3,865,289.704 (meters)                     COMP
 PC0704  Z           -   4,392,321.033 (meters)                     COMP
 PC0704  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 PC0704  ELLIP HEIGHT-         170.683 (meters)          (12/08/05) ADJUSTED
 PC0704  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 PC0704  DYNAMIC HT  -         193.854 (meters)     636.00  (feet)  COMP
 PC0704  MODELED GRAV-     980,423.9   (mgal)                       NAVD 88
 PC0704
 PC0704  HORZ ORDER  -  FIRST
 PC0704  VERT ORDER  -  FIRST     CLASS II
 PC0704  ELLP ORDER  -  FOURTH    CLASS I
 PC0704
 PC0704.The horizontal coordinates were established by GPS observations
 PC0704.and adjusted by the W + H PACIFIC, INCORPORATED in December 2005.
 PC0704
 PC0704.The orthometric height was determined by differential leveling
 PC0704.and adjusted in June 1991.
 PC0704
 PC0704.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PC0704
 PC0704.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC0704
 PC0704.The ellipsoidal height was determined by GPS observations
 PC0704.and is referenced to NAD 83.
 PC0704
 PC0704.The geoid height was determined by GEOID03.
 PC0704
 PC0704.The dynamic height is computed by dividing the NAVD 88
 PC0704.geopotential number by the normal gravity value computed on the
 PC0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0704.degrees latitude (g = 980.6199 gals.).
 PC0704
 PC0704.The modeled gravity was interpolated from observed gravity values.
 PC0704
 PC0704;                    North         East     Units Scale Factor Converg.
 PC0704;SPC OR S     -   240,250.952 1,295,686.671   MT  0.99995562   -1 44 14.4
 PC0704;SPC OR S     -   788,224.91  4,250,940.52   iFT  0.99995562   -1 44 14.4
 PC0704;UTM  10      - 4,849,831.332   496,830.213   MT  0.99960012   -0 01 38.2
 PC0704
 PC0704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC0704!SPC OR S     -   0.99997324  x   0.99995562  =   0.99992886
 PC0704!UTM  10      -   0.99997324  x   0.99960012  =   0.99957337
 PC0704
 PC0704                          SUPERSEDED SURVEY CONTROL
 PC0704
 PC0704.No superseded survey control is available for this station.
 PC0704
 PC0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP9683049831(NAD 83)
 PC0704_MARKER: I = METAL ROD
 PC0704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0704_SP_SET: STAINLESS STEEL ROD
 PC0704_STAMPING: D 738 1987
 PC0704_MARK LOGO: NGS   
 PC0704_PROJECTION: FLUSH
 PC0704_MAGNETIC: I = MARKER IS A STEEL ROD
 PC0704_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PC0704+STABILITY: POSITION/ELEVATION WELL
 PC0704_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PC0704+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2003
 PC0704_ROD/PIPE-DEPTH: 5.0  meters
 PC0704
 PC0704  HISTORY     - Date     Condition        Report By
 PC0704  HISTORY     - 1987     MONUMENTED       NGS
 PC0704  HISTORY     - 20030205 POOR             WHPACI
 PC0704
 PC0704                          STATION DESCRIPTION
 PC0704
 PC0704'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PC0704'0.4 KM (0.25 MI) SE FROM COTTAGE GROVE.
 PC0704'0.4 KM (0.25 MI) SOUTHEAST ALONG ROW ROAD FROM THE JUNCTION OF
 PC0704'INTERSTATE HIGHWAY 5 IN COTTAGE GROVE, AT THE COTTAGE GROVE STATE
 PC0704'AIRPORT, 57.9 M (190.0 FT) EAST OF THE CENTER OF THE ROAD, 21.2 M
 PC0704'(69.6 FT) SOUTHEAST OF A CHEVRON SIGN, 16.1 M (52.8 FT) NORTHEAST OF
 PC0704'THE NORTHEAST CORNER OF A CHEVRON SERVICE STATION, 3.3 M (10.8 FT)
 PC0704'SOUTHWEST OF THE SOUTHWEST CORNER OF AN APRON, AND 1.8 M (5.9 FT)
 PC0704'SOUTH OF THE SOUTH EDGE OF THE APRON. NOTE--ACCESS TO DATUM POINT IS
 PC0704'HAD THROUGH A 5-INCH LOGO CAP.
 PC0704'THE MARK IS 0.3 M ABOVE THE APRON.
 PC0704
 PC0704                          STATION RECOVERY (2003)
 PC0704
 PC0704'RECOVERY NOTE BY W + H PACIFIC, INCORPORATED 2003 (SJG)
 PC0704'RECOVEREY NOTE BY WH PACIFIC, FEBRUARY 2003 MONUMENT RECOVERED IN GOOD
 PC0704'CONDITION, LOGO LID IS DESTROYED/MISSING
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0728 ***********************************************************************
 PC0728  DESIGNATION -  D 739
 PC0728  PID         -  PC0728
 PC0728  STATE/COUNTY-  OR/DOUGLAS
 PC0728  USGS QUAD   -  CURTIN (1987)
 PC0728
 PC0728                         *CURRENT SURVEY CONTROL
 PC0728  ___________________________________________________________________
 PC0728* NAD 83(1986)-  43 42 27.     (N)    123 13 52.     (W)     SCALED    
 PC0728* NAVD 88     -       111.515  (meters)     365.86   (feet)  ADJUSTED  
 PC0728  ___________________________________________________________________
 PC0728  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 PC0728  DYNAMIC HT  -         111.498 (meters)     365.81  (feet)  COMP
 PC0728  MODELED GRAV-     980,468.8   (mgal)                       NAVD 88
 PC0728
 PC0728  VERT ORDER  -  FIRST     CLASS II
 PC0728
 PC0728.The horizontal coordinates were scaled from a topographic map and have
 PC0728.an estimated accuracy of +/- 6 seconds.
 PC0728
 PC0728.The orthometric height was determined by differential leveling
 PC0728.and adjusted in June 1991.
 PC0728
 PC0728.The geoid height was determined by GEOID03.
 PC0728
 PC0728.The dynamic height is computed by dividing the NAVD 88
 PC0728.geopotential number by the normal gravity value computed on the
 PC0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0728.degrees latitude (g = 980.6199 gals.).
 PC0728
 PC0728.The modeled gravity was interpolated from observed gravity values.
 PC0728
 PC0728;                    North         East    Units  Estimated Accuracy
 PC0728;SPC OR S     -   230,290.    1,279,930.      MT  (+/- 180 meters Scaled)
 PC0728
 PC0728                          SUPERSEDED SURVEY CONTROL
 PC0728
 PC0728.No superseded survey control is available for this station.
 PC0728
 PC0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP813394(NAD 83)
 PC0728_MARKER: DB = BENCH MARK DISK
 PC0728_SETTING: 66 = SET IN ROCK OUTCROP
 PC0728_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 PC0728_STAMPING: D 739 1987
 PC0728_MARK LOGO: NGS   
 PC0728_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PC0728+STABILITY: POSITION/ELEVATION WELL
 PC0728_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PC0728+SATELLITE: SATELLITE OBSERVATIONS - February 14, 1990
 PC0728
 PC0728  HISTORY     - Date     Condition        Report By
 PC0728  HISTORY     - 1987     MONUMENTED       NGS
 PC0728  HISTORY     - 19900214 GOOD             NGS
 PC0728  HISTORY     - 20020420 MARK NOT FOUND   USPSQD
 PC0728
 PC0728                          STATION DESCRIPTION
 PC0728
 PC0728'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PC0728'8.8 KM (5.45 MI) NORTH FROM DRAIN.
 PC0728'8.8 KM (5.45 MI) NORTHERLY ALONG STATE HIGHWAY 99 FROM THE EAST
 PC0728'JUNCTION OF B STREET IN DRAIN, IN AN EXPOSED AREA OF BEDROCK IN A
 PC0728'HIGHWAY CUT, 11.6 M (38.1 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 PC0728'AND 8.3 M (27.2 FT) EAST OF THE WEST END OF THE EXPOSED BEDROCK.
 PC0728'THE MARK IS 0.4 METERS  E FROM  A WITNESS POST
 PC0728'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 PC0728
 PC0728                          STATION RECOVERY (1990)
 PC0728
 PC0728'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 PC0728'RECOVERED IN GOOD CONDITION.  THE MARK WILL BE DESTROYED IN THE NEAR
 PC0728'FUTURE.  A RESET MARK WAS ESTABLISHED ABOUT 100 METERS SE.
 PC0728'DESCRIBED BY L.L. RIGGERS.
 PC0728
 PC0728                          STATION RECOVERY (2002)
 PC0728
 PC0728'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 PC0728'MARK PROBABLY DESTROYED BY HIGHWAY WIDENING IN 1990. DATA SHEET SAYS
 PC0728'JACKSON COUNTY, SHOULD BE DOUGLAS COUNTY OR.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC1123 ***********************************************************************
 PC1123  DESIGNATION -  D 739 RESET
 PC1123  PID         -  PC1123
 PC1123  STATE/COUNTY-  OR/DOUGLAS
 PC1123  USGS QUAD   -  CURTIN (1987)
 PC1123
 PC1123                         *CURRENT SURVEY CONTROL
 PC1123  ___________________________________________________________________
 PC1123* NAD 83(1986)-  43 42 27.     (N)    123 13 52.     (W)     SCALED    
 PC1123* NAVD 88     -       110.39   (meters)     362.2    (feet)  RESET     
 PC1123  ___________________________________________________________________
 PC1123  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 PC1123  VERT ORDER  -  THIRD
 PC1123
 PC1123.The horizontal coordinates were scaled from a topographic map and have
 PC1123.an estimated accuracy of +/- 6 seconds.
 PC1123
 PC1123.The orthometric height was computed from unverified reset data.
 PC1123.No vertical observational check was made to the station.
 PC1123
 PC1123.The geoid height was determined by GEOID03.
 PC1123
 PC1123;                    North         East    Units  Estimated Accuracy
 PC1123;SPC OR S     -   230,290.    1,279,930.      MT  (+/- 180 meters Scaled)
 PC1123
 PC1123                          SUPERSEDED SURVEY CONTROL
 PC1123
 PC1123.No superseded survey control is available for this station.
 PC1123
 PC1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP813394(NAD 83)
 PC1123_MARKER: DB = BENCH MARK DISK
 PC1123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC1123_SP_SET: CONCRETE POST
 PC1123_STAMPING: D 739 RESET 1990
 PC1123_MARK LOGO: NGS   
 PC1123_MAGNETIC: N = NO MAGNETIC MATERIAL
 PC1123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC1123+STABILITY: SURFACE MOTION
 PC1123_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PC1123+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2002
 PC1123
 PC1123  HISTORY     - Date     Condition        Report By
 PC1123  HISTORY     - 1990     MONUMENTED       NGS
 PC1123  HISTORY     - 20020420 GOOD             USPSQD
 PC1123
 PC1123                          STATION DESCRIPTION
 PC1123
 PC1123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PC1123'TO REACH FROM EXIT 162 ON I 5 GO WEST 0.8 KM (0.5 MI) TO JUNCTION WITH
 PC1123'HIGHWAY 99 AND ROAD TO ANLAUF 1 MILE SIGN, CONTINUE WESTERLY ON
 PC1123'HIGHWAY 99 AND GO 0.64 KM (0.40 MI) TO SYNDER DRIVEWAY AND THE MARK
 PC1123'ON THE LEFT.
 PC1123'THE MARK IS 30 M (98.4 FT) EAST OF MP 15, 18.5 M (60.7 FT) SOUTH OF
 PC1123'THE CENTERLINE OF EXISTING ROAD, 10.8 M (35.4 FT) ESE OF AN ATT CABLE
 PC1123'SIGN, 4.7 M (15.4 FT) WEST OF THE CENTERLINE OF DRIVEWAY TO 328 FW
 PC1123'SYNDER RESIDENCE, .9 M (3.0 FT) EAST OF A POWER POLE AND 0.4 M
 PC1123'(1.3 FT) WEST OF A WITNESS POST.
 PC1123'DESCRIBED BY L.L. RIGGERS.
 PC1123
 PC1123                          STATION RECOVERY (2002)
 PC1123
 PC1123'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 PC1123'DATA SHEET SHOWS SAME COORDINATES AS D 739, BUT D 739 RESET WAS
 PC1123'REPORTEDLY MOVED 100 METERS SE. FIVE MINUTE GPS AVERAGING SHOWS 43 42
 PC1123'27 N 123 13 47 W. IS IN DOUGLAS COUNTY OR.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0254 ***********************************************************************
 PB0254  DESIGNATION -  D 74
 PB0254  PID         -  PB0254
 PB0254  STATE/COUNTY-  OR/KLAMATH
 PB0254  USGS QUAD   -  MOFFITT BUTTE (1981)
 PB0254
 PB0254                         *CURRENT SURVEY CONTROL
 PB0254  ___________________________________________________________________
 PB0254* NAD 83(1986)-  43 30 37.     (N)    121 27 04.     (W)     SCALED    
 PB0254* NAVD 88     -      1331.328  (meters)    4367.87   (feet)  ADJUSTED  
 PB0254  ___________________________________________________________________
 PB0254  GEOID HEIGHT-         -20.98  (meters)                     GEOID03
 PB0254  DYNAMIC HT  -        1330.658 (meters)    4365.67  (feet)  COMP
 PB0254  MODELED GRAV-     980,070.6   (mgal)                       NAVD 88
 PB0254
 PB0254  VERT ORDER  -  SECOND    CLASS 0
 PB0254
 PB0254.The horizontal coordinates were scaled from a topographic map and have
 PB0254.an estimated accuracy of +/- 6 seconds.
 PB0254
 PB0254.The orthometric height was determined by differential leveling
 PB0254.and adjusted in June 1991.
 PB0254
 PB0254.The geoid height was determined by GEOID03.
 PB0254
 PB0254.The dynamic height is computed by dividing the NAVD 88
 PB0254.geopotential number by the normal gravity value computed on the
 PB0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0254.degrees latitude (g = 980.6199 gals.).
 PB0254
 PB0254.The modeled gravity was interpolated from observed gravity values.
 PB0254
 PB0254;                    North         East    Units  Estimated Accuracy
 PB0254;SPC OR S     -   205,230.    1,423,100.      MT  (+/- 180 meters Scaled)
 PB0254
 PB0254                          SUPERSEDED SURVEY CONTROL
 PB0254
 PB0254  NGVD 29 (??/??/92) 1330.081  (m)         4363.77   (f) ADJ UNCH    2 0
 PB0254
 PB0254.Superseded values are not recommended for survey control.
 PB0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0254.See file dsdata.txt to determine how the superseded data were derived.
 PB0254
 PB0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP251186(NAD 83)
 PB0254_MARKER: DB = BENCH MARK DISK
 PB0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0254_STAMPING: D-74 1931
 PB0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0254+STABILITY: SURFACE MOTION
 PB0254
 PB0254  HISTORY     - Date     Condition        Report By
 PB0254  HISTORY     - 1931     MONUMENTED       CGS
 PB0254
 PB0254                          STATION DESCRIPTION
 PB0254
 PB0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 PB0254'12.1 MI SE FROM LAPINE.
 PB0254'IN KLAMATH COUNTY, ABOUT 12.1 MILES SOUTHEAST ALONG THE FREMONT
 PB0254'HIGHWAY (OREGON 31) FROM LAPINE, DESCHUTES COUNTY, 100 FEET SOUTH OF
 PB0254'THE SOUTH END OF A CURVE AT THE SOUTH END OF A 10-MILE TANGENT, AND 40
 PB0254'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK,
 PB0254'STAMPED D 74 1931 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0878 ***********************************************************************
 QC0878  DESIGNATION -  D 741
 QC0878  PID         -  QC0878
 QC0878  STATE/COUNTY-  OR/GRANT
 QC0878  USGS QUAD   -  JOHN DAY (1983)
 QC0878
 QC0878                         *CURRENT SURVEY CONTROL
 QC0878  ___________________________________________________________________
 QC0878* NAD 83(1986)-  44 25 07.     (N)    118 59 55.     (W)     SCALED    
 QC0878* NAVD 88     -       919.037  (meters)    3015.21   (feet)  ADJUSTED  
 QC0878  ___________________________________________________________________
 QC0878  GEOID HEIGHT-         -18.25  (meters)                     GEOID03
 QC0878  DYNAMIC HT  -         918.712 (meters)    3014.14  (feet)  COMP
 QC0878  MODELED GRAV-     980,234.2   (mgal)                       NAVD 88
 QC0878
 QC0878  VERT ORDER  -  FIRST     CLASS II
 QC0878
 QC0878.The horizontal coordinates were scaled from a topographic map and have
 QC0878.an estimated accuracy of +/- 6 seconds.
 QC0878
 QC0878.The orthometric height was determined by differential leveling
 QC0878.and adjusted in June 1991.
 QC0878
 QC0878.The geoid height was determined by GEOID03.
 QC0878
 QC0878.The dynamic height is computed by dividing the NAVD 88
 QC0878.geopotential number by the normal gravity value computed on the
 QC0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0878.degrees latitude (g = 980.6199 gals.).
 QC0878
 QC0878.The modeled gravity was interpolated from observed gravity values.
 QC0878
 QC0878;                    North         East    Units  Estimated Accuracy
 QC0878;SPC OR N     -    84,670.    2,619,560.      MT  (+/- 180 meters Scaled)
 QC0878
 QC0878                          SUPERSEDED SURVEY CONTROL
 QC0878
 QC0878.No superseded survey control is available for this station.
 QC0878
 QC0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK408203(NAD 83)
 QC0878_MARKER: I = METAL ROD
 QC0878_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QC0878+WITH SETTING: INFORMATION.
 QC0878_SP_SET: METAL ROD DRIVEN INTO GROUND
 QC0878_STAMPING: D 741 1987
 QC0878_MARK LOGO: NGS   
 QC0878_MAGNETIC: I = MARKER IS A STEEL ROD
 QC0878_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QC0878_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QC0878+SATELLITE: SATELLITE OBSERVATIONS - 1987
 QC0878
 QC0878  HISTORY     - Date     Condition        Report By
 QC0878  HISTORY     - 1987     MONUMENTED       NGS
 QC0878
 QC0878                          STATION DESCRIPTION
 QC0878
 QC0878'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QC0878'4.0 KM (2.50 MI) WESTERLY ALONG U.S. HIGHWAY 26 FROM THE JUNCTION OF
 QC0878'U.S. HIGHWAY 395 IN JOHN DAY, A METAL ROD DRIVEN 1.6 METERS AND
 QC0878'FLUSH WITH GROUND, 49.8 M (163.4 FT) WEST OF THE CENTER OF
 QC0878'COUNTY ROAD 81, 14.8 M (48.6 FT) SOUTH OF THE CENTERLINE OF THE
 QC0878'HIGHWAY, 2.6 M (8.5 FT) EAST OF A UTILITY POLE, 0.5 M (1.6 FT) NORTH
 QC0878'OF A FENCE, 0.5 M (1.6 FT) WEST OF A WITNESS POST, AND 0.5 M (1.6 FT)
 QC0878'BELOW THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS
 QC0878'THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0673 ***********************************************************************
 PC0673  DESIGNATION -  D 741 X
 PC0673  PID         -  PC0673
 PC0673  STATE/COUNTY-  OR/DOUGLAS
 PC0673  USGS QUAD   -  TENMILE (1990)
 PC0673
 PC0673                         *CURRENT SURVEY CONTROL
 PC0673  ___________________________________________________________________
 PC0673* NAD 83(1986)-  43 06 40.     (N)    123 30 54.     (W)     SCALED    
 PC0673* NAVD 88     -       194.006  (meters)     636.50   (feet)  ADJUSTED  
 PC0673  ___________________________________________________________________
 PC0673  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 PC0673  DYNAMIC HT  -         193.960 (meters)     636.35  (feet)  COMP
 PC0673  MODELED GRAV-     980,379.7   (mgal)                       NAVD 88
 PC0673
 PC0673  VERT ORDER  -  FIRST     CLASS II
 PC0673
 PC0673.The horizontal coordinates were scaled from a topographic map and have
 PC0673.an estimated accuracy of +/- 6 seconds.
 PC0673
 PC0673.The orthometric height was determined by differential leveling
 PC0673.and adjusted in June 1991.
 PC0673
 PC0673.The geoid height was determined by GEOID03.
 PC0673
 PC0673.The dynamic height is computed by dividing the NAVD 88
 PC0673.geopotential number by the normal gravity value computed on the
 PC0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0673.degrees latitude (g = 980.6199 gals.).
 PC0673
 PC0673.The modeled gravity was interpolated from observed gravity values.
 PC0673
 PC0673;                    North         East    Units  Estimated Accuracy
 PC0673;SPC OR S     -   164,870.    1,254,680.      MT  (+/- 180 meters Scaled)
 PC0673
 PC0673                          SUPERSEDED SURVEY CONTROL
 PC0673
 PC0673.No superseded survey control is available for this station.
 PC0673
 PC0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN580732(NAD 83)
 PC0673_MARKER: I = METAL ROD
 PC0673_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PC0673_SP_SET: STAINLESS STEEL ROD
 PC0673_STAMPING: D 741 X 1987
 PC0673_MARK LOGO: NGS   
 PC0673_PROJECTION: FLUSH
 PC0673_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PC0673+STABILITY: POSITION/ELEVATION WELL
 PC0673_ROD/PIPE-DEPTH: 6.1  meters
 PC0673
 PC0673  HISTORY     - Date     Condition        Report By
 PC0673  HISTORY     - 1987     MONUMENTED       NGS
 PC0673
 PC0673                          STATION DESCRIPTION
 PC0673
 PC0673'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PC0673'10.0 KM (6.20 MI) WEST FROM WINSTON.
 PC0673'10.0 KM (6.20 MI) WESTERLY ALONG STATE HIGHWAY 42 FROM THE JUNCTION OF
 PC0673'STATE HIGHWAY 99 IN WINSTON, 44.2 M (145.0 FT) SOUTH OF THE
 PC0673'CENTERLINE OF THE HIGHWAY, 5.6 M (18.4 FT) EAST OF THE CENTERLINE OF
 PC0673'COUNTY ROAD 108 (STRICKLAND CANYON ROAD), 3.9 M (12.8 FT) NORTH OF
 PC0673'THE CENTER OF A FIELD ENTRANCE, AND 1.7 M (5.6 FT) SOUTHEAST OF THE
 PC0673'NORTH END OF A PIPE CULVERT. NOTE--ACCESS TO DATUM POINT IS HAD
 PC0673'THROUGH A 5-INCH LOGO CAP.
 PC0673'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 PC0673'THE MARK IS 0.2 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0874 ***********************************************************************
 NZ0874  DESIGNATION -  D 743
 NZ0874  PID         -  NZ0874
 NZ0874  STATE/COUNTY-  OR/DOUGLAS
 NZ0874  USGS QUAD   -  BONE MOUNTAIN (1990)
 NZ0874
 NZ0874                         *CURRENT SURVEY CONTROL
 NZ0874  ___________________________________________________________________
 NZ0874* NAD 83(1986)-  42 57 51.     (N)    123 47 40.     (W)     SCALED    
 NZ0874* NAVD 88     -       172.424  (meters)     565.69   (feet)  ADJUSTED  
 NZ0874  ___________________________________________________________________
 NZ0874  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 NZ0874  DYNAMIC HT  -         172.376 (meters)     565.54  (feet)  COMP
 NZ0874  MODELED GRAV-     980,339.3   (mgal)                       NAVD 88
 NZ0874
 NZ0874  VERT ORDER  -  FIRST     CLASS II
 NZ0874
 NZ0874.The horizontal coordinates were scaled from a topographic map and have
 NZ0874.an estimated accuracy of +/- 6 seconds.
 NZ0874
 NZ0874.The orthometric height was determined by differential leveling
 NZ0874.and adjusted in June 1991.
 NZ0874
 NZ0874.The geoid height was determined by GEOID03.
 NZ0874
 NZ0874.The dynamic height is computed by dividing the NAVD 88
 NZ0874.geopotential number by the normal gravity value computed on the
 NZ0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0874.degrees latitude (g = 980.6199 gals.).
 NZ0874
 NZ0874.The modeled gravity was interpolated from observed gravity values.
 NZ0874
 NZ0874;                    North         East    Units  Estimated Accuracy
 NZ0874;SPC OR S     -   149,420.    1,231,310.      MT  (+/- 180 meters Scaled)
 NZ0874
 NZ0874                          SUPERSEDED SURVEY CONTROL
 NZ0874
 NZ0874.No superseded survey control is available for this station.
 NZ0874
 NZ0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN352571(NAD 83)
 NZ0874_MARKER: I = METAL ROD
 NZ0874_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NZ0874+WITH SETTING: INFORMATION.
 NZ0874_SP_SET: SHALLOW-SET METAL ROD
 NZ0874_STAMPING: D 743 1987
 NZ0874_MARK LOGO: NGS   
 NZ0874_PROJECTION: FLUSH
 NZ0874_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NZ0874_ROD/PIPE-DEPTH: 2.6  meters
 NZ0874
 NZ0874  HISTORY     - Date     Condition        Report By
 NZ0874  HISTORY     - 1987     MONUMENTED       NGS
 NZ0874
 NZ0874                          STATION DESCRIPTION
 NZ0874
 NZ0874'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 NZ0874'38.8 KM (24.10 MI) SE FROM MYRTLE POINT.
 NZ0874'38.8 KM (24.10 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 42 FROM THE
 NZ0874'JUNCTION OF SPRUCE STREET IN MYRTLE POINT, 19.0 M (62.3 FT) SOUTHWEST
 NZ0874'OF THE CENTER OF SLATER CREEK ROAD, AND 13.8 M (45.3 FT) SOUTHEAST OF
 NZ0874'THE CENTERLINE OF THE HIGHWAY. NOTE--ACCESS TO DATUM POINT IS HAD
 NZ0874'THROUGH A 5-INCH LOGO CAP.
 NZ0874'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 NZ0874'THE MARK IS 0.8 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1585 ***********************************************************************
 QE1585  DESIGNATION -  D 744
 QE1585  PID         -  QE1585
 QE1585  STATE/COUNTY-  OR/LANE
 QE1585  USGS QUAD   -  MERCER LAKE (1984)
 QE1585
 QE1585                         *CURRENT SURVEY CONTROL
 QE1585  ___________________________________________________________________
 QE1585* NAD 83(1986)-  44 03 14.     (N)    124 05 50.     (W)     SCALED    
 QE1585* NAVD 88     -        14.881  (meters)      48.82   (feet)  ADJUSTED  
 QE1585  ___________________________________________________________________
 QE1585  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 QE1585  DYNAMIC HT  -          14.880 (meters)      48.82  (feet)  COMP
 QE1585  MODELED GRAV-     980,549.3   (mgal)                       NAVD 88
 QE1585
 QE1585  VERT ORDER  -  FIRST     CLASS II
 QE1585
 QE1585.The horizontal coordinates were scaled from a topographic map and have
 QE1585.an estimated accuracy of +/- 6 seconds.
 QE1585
 QE1585.The orthometric height was determined by differential leveling
 QE1585.and adjusted in June 1991.
 QE1585
 QE1585.The geoid height was determined by GEOID03.
 QE1585
 QE1585.The dynamic height is computed by dividing the NAVD 88
 QE1585.geopotential number by the normal gravity value computed on the
 QE1585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1585.degrees latitude (g = 980.6199 gals.).
 QE1585
 QE1585.The modeled gravity was interpolated from observed gravity values.
 QE1585
 QE1585;                    North         East    Units  Estimated Accuracy
 QE1585;SPC OR S     -   271,380.    1,211,830.      MT  (+/- 180 meters Scaled)
 QE1585
 QE1585                          SUPERSEDED SURVEY CONTROL
 QE1585
 QE1585.No superseded survey control is available for this station.
 QE1585
 QE1585_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP121784(NAD 83)
 QE1585_MARKER: I = METAL ROD
 QE1585_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QE1585_SP_SET: STAINLESS STEEL ROD
 QE1585_STAMPING: D 744 1988
 QE1585_MARK LOGO: NGS   
 QE1585_PROJECTION: FLUSH
 QE1585_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE1585_ROD/PIPE-DEPTH: 13.4 meters
 QE1585
 QE1585  HISTORY     - Date     Condition        Report By
 QE1585  HISTORY     - 1988     MONUMENTED       NGS
 QE1585  HISTORY     - 19940904 GOOD             USPSQD
 QE1585
 QE1585                          STATION DESCRIPTION
 QE1585
 QE1585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 QE1585'8.9 KM (5.55 MI) NORTH FROM FLORENCE.
 QE1585'8.9 KM (5.55 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM ITS JUNCTION
 QE1585'WITH STATE HIGHWAY 126 IN FLORENCE, 25.3 M (83.0 FT) EAST OF THE
 QE1585'CENTERLINE OF THE HIGHWAY, 5.5 M (18.0 FT) WEST OF THE WEST EDGE OF
 QE1585'THE SUTTON LAKE PARKING LOT, 4.8 M (15.7 FT) SOUTH OF THE SOUTH
 QE1585'CORNER OF A RESTROOM, 4.7 M (15.4 FT) NORTH OF THE CENTER OF A
 QE1585'DRIVEWAY LEADING TO THE PARKING LOT, AND 0.8 M (2.6 FT) NORTH OF A
 QE1585'GUARDRAIL. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 QE1585'CAP.
 QE1585'THE MARK IS ABOVE LEVEL WITH THE DRIVEWAY.
 QE1585
 QE1585                          STATION RECOVERY (1994)
 QE1585
 QE1585'RECOVERY NOTE BY US POWER SQUADRON 1994
 QE1585'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0825 ***********************************************************************
 OA0825  DESIGNATION -  D 745
 OA0825  PID         -  OA0825
 OA0825  STATE/COUNTY-  OR/CURRY
 OA0825  USGS QUAD   -  GOLD BEACH (1986)
 OA0825
 OA0825                         *CURRENT SURVEY CONTROL
 OA0825  ___________________________________________________________________
 OA0825* NAD 83(1986)-  42 28 52.     (N)    124 23 51.     (W)     SCALED    
 OA0825* NAVD 88     -        34.655  (meters)     113.70   (feet)  ADJUSTED  
 OA0825  ___________________________________________________________________
 OA0825  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 OA0825  DYNAMIC HT  -          34.645 (meters)     113.66  (feet)  COMP
 OA0825  MODELED GRAV-     980,336.5   (mgal)                       NAVD 88
 OA0825
 OA0825  VERT ORDER  -  FIRST     CLASS II
 OA0825
 OA0825.The horizontal coordinates were scaled from a topographic map and have
 OA0825.an estimated accuracy of +/- 6 seconds.
 OA0825
 OA0825.The orthometric height was determined by differential leveling
 OA0825.and adjusted in June 1991.
 OA0825
 OA0825.The geoid height was determined by GEOID03.
 OA0825
 OA0825.The dynamic height is computed by dividing the NAVD 88
 OA0825.geopotential number by the normal gravity value computed on the
 OA0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0825.degrees latitude (g = 980.6199 gals.).
 OA0825
 OA0825.The modeled gravity was interpolated from observed gravity values.
 OA0825
 OA0825;                    North         East    Units  Estimated Accuracy
 OA0825;SPC OR S     -    97,930.    1,179,660.      MT  (+/- 180 meters Scaled)
 OA0825
 OA0825                          SUPERSEDED SURVEY CONTROL
 OA0825
 OA0825.No superseded survey control is available for this station.
 OA0825
 OA0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN851041(NAD 83)
 OA0825_MARKER: I = METAL ROD
 OA0825_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OA0825_SP_SET: STAINLESS STEEL ROD
 OA0825_STAMPING: D 745 1988
 OA0825_MARK LOGO: NGS   
 OA0825_PROJECTION: FLUSH
 OA0825_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OA0825+STABILITY: POSITION/ELEVATION WELL
 OA0825_ROD/PIPE-DEPTH: 7.4  meters
 OA0825
 OA0825  HISTORY     - Date     Condition        Report By
 OA0825  HISTORY     - 1988     MONUMENTED       NGS
 OA0825
 OA0825                          STATION DESCRIPTION
 OA0825
 OA0825'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 OA0825'9.3 KM (5.80 MI) NORTH FROM GOLD BEACH.
 OA0825'1.6 KM (1.00 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE COURTHOUSE
 OA0825'IN GOLD BEACH, THENCE 7.7 KM (4.80 MI) NORTHERLY ALONG COUNTY ROAD
 OA0825'540, 13.6 M (44.6 FT) NORTHWEST OF A Y-FENCE CORNER, 9.2 M (30.2 FT)
 OA0825'NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 5.9 M (19.4 FT) SOUTHEAST
 OA0825'OF THE CENTER OF A DRIVEWAY LEADING TO HOUSE NUMBER 32193.
 OA0825'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OA0825'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 OA0825'THE MARK IS 0.6 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0852 ***********************************************************************
 OA0852  DESIGNATION -  D 746
 OA0852  PID         -  OA0852
 OA0852  STATE/COUNTY-  OR/CURRY
 OA0852  USGS QUAD   -  CAPE SEBASTIAN (1986)
 OA0852
 OA0852                         *CURRENT SURVEY CONTROL
 OA0852  ___________________________________________________________________
 OA0852* NAD 83(1986)-  42 14 59.     (N)    124 22 36.     (W)     SCALED    
 OA0852* NAVD 88     -       197.219  (meters)     647.04   (feet)  ADJUSTED  
 OA0852  ___________________________________________________________________
 OA0852  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 OA0852  DYNAMIC HT  -         197.158 (meters)     646.84  (feet)  COMP
 OA0852  MODELED GRAV-     980,306.8   (mgal)                       NAVD 88
 OA0852
 OA0852  VERT ORDER  -  FIRST     CLASS II
 OA0852
 OA0852.The horizontal coordinates were scaled from a topographic map and have
 OA0852.an estimated accuracy of +/- 6 seconds.
 OA0852
 OA0852.The orthometric height was determined by differential leveling
 OA0852.and adjusted in June 1991.
 OA0852
 OA0852.The geoid height was determined by GEOID03.
 OA0852
 OA0852.The dynamic height is computed by dividing the NAVD 88
 OA0852.geopotential number by the normal gravity value computed on the
 OA0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0852.degrees latitude (g = 980.6199 gals.).
 OA0852
 OA0852.The modeled gravity was interpolated from observed gravity values.
 OA0852
 OA0852;                    North         East    Units  Estimated Accuracy
 OA0852;SPC OR S     -    72,170.    1,180,180.      MT  (+/- 180 meters Scaled)
 OA0852
 OA0852                          SUPERSEDED SURVEY CONTROL
 OA0852
 OA0852.No superseded survey control is available for this station.
 OA0852
 OA0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCM864784(NAD 83)
 OA0852_MARKER: I = METAL ROD
 OA0852_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OA0852_SP_SET: STAINLESS STEEL ROD
 OA0852_STAMPING: D 746 1988
 OA0852_MARK LOGO: NGS   
 OA0852_PROJECTION: FLUSH
 OA0852_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OA0852+STABILITY: POSITION/ELEVATION WELL
 OA0852_ROD/PIPE-DEPTH: 7.6  meters
 OA0852
 OA0852  HISTORY     - Date     Condition        Report By
 OA0852  HISTORY     - 1988     MONUMENTED       NGS
 OA0852
 OA0852                          STATION DESCRIPTION
 OA0852
 OA0852'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 OA0852'23.8 KM (14.80 MI) SOUTH FROM GOLD BEACH.
 OA0852'15.2 KM (9.45 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE COURTHOUSE
 OA0852'IN GOLD BEACH, THENCE 8.6 KM (5.35 MI) SOUTHERLY ALONG PISTOL RIVER
 OA0852'AND CARPENTERVILLE ROAD, 22.8 M (74.8 FT) NORTHEAST OF UTILITY POLE
 OA0852'NUMBER 10-35L5, 15.9 M (52.2 FT) WEST OF A FENCE CORNER, 13.2 M
 OA0852'(43.3 FT) SOUTHWEST OF THE CENTER OF A DRIVEWAY LEADING TO 23710
 OA0852'CARPENTERVILLE ROAD, AND 7.9 M (25.9 FT) SOUTHEAST OF THE CENTERLINE
 OA0852'OF THE ROAD.    NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 OA0852'LOGO CAP.
 OA0852'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 OA0852'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0882 ***********************************************************************
 NZ0882  DESIGNATION -  D 747
 NZ0882  PID         -  NZ0882
 NZ0882  STATE/COUNTY-  OR/DOUGLAS
 NZ0882  USGS QUAD   -  CANYONVILLE (1986)
 NZ0882
 NZ0882                         *CURRENT SURVEY CONTROL
 NZ0882  ___________________________________________________________________
 NZ0882* NAD 83(1986)-  42 56 33.     (N)    123 20 13.     (W)     SCALED    
 NZ0882* NAVD 88     -       206.079  (meters)     676.11   (feet)  ADJUSTED  
 NZ0882  ___________________________________________________________________
 NZ0882  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 NZ0882  DYNAMIC HT  -         206.022 (meters)     675.92  (feet)  COMP
 NZ0882  MODELED GRAV-     980,339.6   (mgal)                       NAVD 88
 NZ0882
 NZ0882  VERT ORDER  -  FIRST     CLASS II
 NZ0882
 NZ0882.The horizontal coordinates were scaled from a topographic map and have
 NZ0882.an estimated accuracy of +/- 6 seconds.
 NZ0882
 NZ0882.The orthometric height was determined by differential leveling
 NZ0882.and adjusted in June 1991.
 NZ0882
 NZ0882.The geoid height was determined by GEOID03.
 NZ0882
 NZ0882.The dynamic height is computed by dividing the NAVD 88
 NZ0882.geopotential number by the normal gravity value computed on the
 NZ0882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0882.degrees latitude (g = 980.6199 gals.).
 NZ0882
 NZ0882.The modeled gravity was interpolated from observed gravity values.
 NZ0882
 NZ0882;                    North         East    Units  Estimated Accuracy
 NZ0882;SPC OR S     -   145,640.    1,268,520.      MT  (+/- 180 meters Scaled)
 NZ0882
 NZ0882                          SUPERSEDED SURVEY CONTROL
 NZ0882
 NZ0882.No superseded survey control is available for this station.
 NZ0882
 NZ0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN725544(NAD 83)
 NZ0882_MARKER: DB = BENCH MARK DISK
 NZ0882_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NZ0882_SP_SET: ABUTMENT WALKWAY
 NZ0882_STAMPING: D 747 1987
 NZ0882_MARK LOGO: NGS   
 NZ0882_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NZ0882+STABILITY: POSITION/ELEVATION WELL
 NZ0882
 NZ0882  HISTORY     - Date     Condition        Report By
 NZ0882  HISTORY     - 1987     MONUMENTED       NGS
 NZ0882
 NZ0882                          STATION DESCRIPTION
 NZ0882
 NZ0882'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 NZ0882'3.6 KM (2.25 MI) EAST FROM RIDDLE.
 NZ0882'0.3 KM (0.20 MI) SOUTHEASTERLY ALONG MAIN STREET FROM THE JUNCTION OF
 NZ0882'THE SOUTHERN PACIFIC RAILROAD IN RIDDLE, THENCE 3.3 KM (2.05 MI)
 NZ0882'EASTERLY ALONG FIRST AVENUE (COUNTY ROAD 20 A), IN THE SOUTHEAST END
 NZ0882'OF THE SOUTHWEST CONCRETE ABUTMENT WALKWAY OF A HIGHWAY BRIDGE
 NZ0882'SPANNING COW CREEK, 3.1 M (10.2 FT) SOUTHEAST OF THE CENTERLINE OF
 NZ0882'THE ROAD, AND 1.1 M (3.6 FT) NORTHEAST OF THE SOUTHWEST CORNER OF THE
 NZ0882'BRIDGE.
 NZ0882'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0913 ***********************************************************************
 NZ0913  DESIGNATION -  D 748
 NZ0913  PID         -  NZ0913
 NZ0913  STATE/COUNTY-  OR/JOSEPHINE
 NZ0913  USGS QUAD   -  GOLDEN (1996)
 NZ0913
 NZ0913                         *CURRENT SURVEY CONTROL
 NZ0913  ___________________________________________________________________
 NZ0913* NAD 83(1986)-  42 43 32.     (N)    123 22 19.     (W)     SCALED    
 NZ0913* NAVD 88     -       535.858  (meters)    1758.06   (feet)  ADJUSTED  
 NZ0913  ___________________________________________________________________
 NZ0913  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 NZ0913  DYNAMIC HT  -         535.681 (meters)    1757.48  (feet)  COMP
 NZ0913  MODELED GRAV-     980,273.4   (mgal)                       NAVD 88
 NZ0913
 NZ0913  VERT ORDER  -  FIRST     CLASS II
 NZ0913
 NZ0913.The horizontal coordinates were scaled from a topographic map and have
 NZ0913.an estimated accuracy of +/- 6 seconds.
 NZ0913
 NZ0913.The orthometric height was determined by differential leveling
 NZ0913.and adjusted in June 1991.
 NZ0913
 NZ0913.The geoid height was determined by GEOID03.
 NZ0913
 NZ0913.The dynamic height is computed by dividing the NAVD 88
 NZ0913.geopotential number by the normal gravity value computed on the
 NZ0913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0913.degrees latitude (g = 980.6199 gals.).
 NZ0913
 NZ0913.The modeled gravity was interpolated from observed gravity values.
 NZ0913
 NZ0913;                    North         East    Units  Estimated Accuracy
 NZ0913;SPC OR S     -   121,660.    1,264,840.      MT  (+/- 180 meters Scaled)
 NZ0913
 NZ0913                          SUPERSEDED SURVEY CONTROL
 NZ0913
 NZ0913.No superseded survey control is available for this station.
 NZ0913
 NZ0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN695304(NAD 83)
 NZ0913_MARKER: DB = BENCH MARK DISK
 NZ0913_SETTING: 66 = SET IN ROCK OUTCROP
 NZ0913_SP_SET: BEDROCK
 NZ0913_STAMPING: D 748 1987
 NZ0913_MARK LOGO: NGS   
 NZ0913_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NZ0913+STABILITY: POSITION/ELEVATION WELL
 NZ0913
 NZ0913  HISTORY     - Date     Condition        Report By
 NZ0913  HISTORY     - 1987     MONUMENTED       NGS
 NZ0913
 NZ0913                          STATION DESCRIPTION
 NZ0913
 NZ0913'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 NZ0913'12.8 KM (7.95 MI) NORTH FROM SUNNY VALLEY.
 NZ0913'12.8 KM (7.95 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 5 FROM THE
 NZ0913'JUNCTION OF LARIAT DRIVE IN SUNNY VALLEY, IN A 4 BY 4 FOOT EXPOSED
 NZ0913'AREA OF BEDROCK IN A HIGHWAY CUT, 0.6 KM (0.35 MI) SOUTH OF THE CREST
 NZ0913'OF STAGE ROAD PASS, 90.4 M (296.6 FT) NORTH OF THE SOUTH END OF THE
 NZ0913'CUT AND THE NORTH END OF A GUARDRAIL, AND 14.5 M (47.6 FT) WEST OF
 NZ0913'THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY.
 NZ0913'THE MARK IS 0.5 METERS  N FROM  A WITNESS POST
 NZ0913'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0753 ***********************************************************************
 PC0753  DESIGNATION -  D 749
 PC0753  PID         -  PC0753
 PC0753  STATE/COUNTY-  OR/DOUGLAS
 PC0753  USGS QUAD   -  WINCHESTER (1987)
 PC0753
 PC0753                         *CURRENT SURVEY CONTROL
 PC0753  ___________________________________________________________________
 PC0753* NAD 83(1986)-  43 17 29.     (N)    123 21 08.     (W)     SCALED    
 PC0753* NAVD 88     -       172.868  (meters)     567.15   (feet)  ADJUSTED  
 PC0753  ___________________________________________________________________
 PC0753  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 PC0753  DYNAMIC HT  -         172.833 (meters)     567.04  (feet)  COMP
 PC0753  MODELED GRAV-     980,413.4   (mgal)                       NAVD 88
 PC0753
 PC0753  VERT ORDER  -  FIRST     CLASS II
 PC0753
 PC0753.The horizontal coordinates were scaled from a topographic map and have
 PC0753.an estimated accuracy of +/- 6 seconds.
 PC0753
 PC0753.The orthometric height was determined by differential leveling
 PC0753.and adjusted in June 1991.
 PC0753
 PC0753.The geoid height was determined by GEOID03.
 PC0753
 PC0753.The dynamic height is computed by dividing the NAVD 88
 PC0753.geopotential number by the normal gravity value computed on the
 PC0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0753.degrees latitude (g = 980.6199 gals.).
 PC0753
 PC0753.The modeled gravity was interpolated from observed gravity values.
 PC0753
 PC0753;                    North         East    Units  Estimated Accuracy
 PC0753;SPC OR S     -   184,420.    1,268,600.      MT  (+/- 180 meters Scaled)
 PC0753
 PC0753                          SUPERSEDED SURVEY CONTROL
 PC0753
 PC0753.No superseded survey control is available for this station.
 PC0753
 PC0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN714932(NAD 83)
 PC0753_MARKER: I = METAL ROD
 PC0753_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PC0753_SP_SET: STAINLESS STEEL ROD
 PC0753_STAMPING: D 749 1987
 PC0753_MARK LOGO: NGS   
 PC0753_PROJECTION: FLUSH
 PC0753_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PC0753_ROD/PIPE-DEPTH: 3.1  meters
 PC0753
 PC0753  HISTORY     - Date     Condition        Report By
 PC0753  HISTORY     - 1987     MONUMENTED       NGS
 PC0753
 PC0753                          STATION DESCRIPTION
 PC0753
 PC0753'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PC0753'7.0 KM (4.35 MI) NORTH FROM ROSEBURG.
 PC0753'7.0 KM (4.35 MI) NORTHERLY ALONG STATE HIGHWAY 99 FROM ITS JUNCTION
 PC0753'WITH ALAMEDA AVENUE IN ROSEBURG, 20.3 M (66.6 FT) WEST OF THE
 PC0753'CENTERLINE OF THE HIGHWAY, 8.6 M (28.2 FT) SOUTH-SOUTHWEST OF A FLAG
 PC0753'POLE, AND 4.1 M (13.5 FT) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF
 PC0753'A DOUGLAS COUNTY FIRE STATION BUILDING NUMBER 4. NOTE--ACCESS TO
 PC0753'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PC0753'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0098 ***********************************************************************
 NZ0098  DESIGNATION -  D 75
 NZ0098  PID         -  NZ0098
 NZ0098  STATE/COUNTY-  OR/JACKSON
 NZ0098  USGS QUAD   -  LITTLE CHINQUAPIN MOUNTAIN (1988)
 NZ0098
 NZ0098                         *CURRENT SURVEY CONTROL
 NZ0098  ___________________________________________________________________
 NZ0098* NAD 83(1986)-  42 07 48.     (N)    122 18 29.     (W)     SCALED    
 NZ0098* NAVD 88     -      1229.579  (meters)    4034.04   (feet)  ADJUSTED  
 NZ0098  ___________________________________________________________________
 NZ0098  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 NZ0098  DYNAMIC HT  -        1228.848 (meters)    4031.65  (feet)  COMP
 NZ0098  MODELED GRAV-     979,985.4   (mgal)                       NAVD 88
 NZ0098
 NZ0098  VERT ORDER  -  SECOND    CLASS 0
 NZ0098
 NZ0098.The horizontal coordinates were scaled from a topographic map and have
 NZ0098.an estimated accuracy of +/- 6 seconds.
 NZ0098
 NZ0098.The orthometric height was determined by differential leveling
 NZ0098.and adjusted in June 1991.
 NZ0098
 NZ0098.The geoid height was determined by GEOID03.
 NZ0098
 NZ0098.The dynamic height is computed by dividing the NAVD 88
 NZ0098.geopotential number by the normal gravity value computed on the
 NZ0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0098.degrees latitude (g = 980.6199 gals.).
 NZ0098
 NZ0098.The modeled gravity was interpolated from observed gravity values.
 NZ0098
 NZ0098;                    North         East    Units  Estimated Accuracy
 NZ0098;SPC OR S     -    53,080.    1,350,510.      MT  (+/- 180 meters Scaled)
 NZ0098
 NZ0098                          SUPERSEDED SURVEY CONTROL
 NZ0098
 NZ0098  NGVD 29 (??/??/92) 1228.433  (m)         4030.28   (f) ADJ UNCH    2 0
 NZ0098
 NZ0098.Superseded values are not recommended for survey control.
 NZ0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0098.See file dsdata.txt to determine how the superseded data were derived.
 NZ0098
 NZ0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM571644(NAD 83)
 NZ0098_MARKER: DB = BENCH MARK DISK
 NZ0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NZ0098_STAMPING: 4029.903 D 75 1931
 NZ0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0098+STABILITY: SURFACE MOTION
 NZ0098
 NZ0098  HISTORY     - Date     Condition        Report By
 NZ0098  HISTORY     - 1931     MONUMENTED       CGS
 NZ0098  HISTORY     - 1982     MARK NOT FOUND   USGS
 NZ0098  HISTORY     - 19880415 MARK NOT FOUND   NGS
 NZ0098
 NZ0098                          STATION DESCRIPTION
 NZ0098
 NZ0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 NZ0098'3.3 MI E FROM PINEHURST.
 NZ0098'ABOUT 3.3 MILES EAST ALONG THE GREEN SPRINGS HIGHWAY (OREGON 66) FROM
 NZ0098'PINEHURST, JACKSON COUNTY, AT THE WEST END OF A LONG TANGENT, ABOUT
 NZ0098'185 FEET EAST OF A CULVERT AT A CURVE, AT THE EAST END OF A SLIGHT
 NZ0098'BANK-ON THE NORTH SIDE OF THE HIGHWAY, AND 27 FEET NORTH OF THE CENTER
 NZ0098'LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED 4029.903 D 75 1931 AND
 NZ0098'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 1 FOOT ABOVE
 NZ0098'GROUND.
 NZ0098
 NZ0098                          STATION RECOVERY (1982)
 NZ0098
 NZ0098'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 NZ0098'MARK NOT FOUND.
 NZ0098
 NZ0098                          STATION RECOVERY (1988)
 NZ0098
 NZ0098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 NZ0098'THERE HAS BEEN EXTENSIVE GRADEING AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0723 ***********************************************************************
 OA0723  DESIGNATION -  D 750
 OA0723  PID         -  OA0723
 OA0723  STATE/COUNTY-  OR/COOS
 OA0723  USGS QUAD   -  BRIDGE (1971)
 OA0723
 OA0723                         *CURRENT SURVEY CONTROL
 OA0723  ___________________________________________________________________
 OA0723* NAD 83(1986)-  43 01 52.     (N)    124 05 51.     (W)     SCALED    
 OA0723* NAVD 88     -        30.977  (meters)     101.63   (feet)  ADJUSTED  
 OA0723  ___________________________________________________________________
 OA0723  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 OA0723  DYNAMIC HT  -          30.971 (meters)     101.61  (feet)  COMP
 OA0723  MODELED GRAV-     980,449.6   (mgal)                       NAVD 88
 OA0723
 OA0723  VERT ORDER  -  FIRST     CLASS II
 OA0723
 OA0723.The horizontal coordinates were scaled from a topographic map and have
 OA0723.an estimated accuracy of +/- 6 seconds.
 OA0723
 OA0723.The orthometric height was determined by differential leveling
 OA0723.and adjusted in June 1991.
 OA0723
 OA0723.The geoid height was determined by GEOID03.
 OA0723
 OA0723.The dynamic height is computed by dividing the NAVD 88
 OA0723.geopotential number by the normal gravity value computed on the
 OA0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0723.degrees latitude (g = 980.6199 gals.).
 OA0723
 OA0723.The modeled gravity was interpolated from observed gravity values.
 OA0723
 OA0723;                    North         East    Units  Estimated Accuracy
 OA0723;SPC OR S     -   157,860.    1,206,930.      MT  (+/- 180 meters Scaled)
 OA0723
 OA0723                          SUPERSEDED SURVEY CONTROL
 OA0723
 OA0723.No superseded survey control is available for this station.
 OA0723
 OA0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN105648(NAD 83)
 OA0723_MARKER: DB = BENCH MARK DISK
 OA0723_SETTING: 66 = SET IN ROCK OUTCROP
 OA0723_SP_SET: BEDROCK
 OA0723_STAMPING: D 750 1987
 OA0723_MARK LOGO: NGS   
 OA0723_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OA0723+STABILITY: POSITION/ELEVATION WELL
 OA0723
 OA0723  HISTORY     - Date     Condition        Report By
 OA0723  HISTORY     - 1987     MONUMENTED       NGS
 OA0723  HISTORY     - 20040602 GOOD             ORDT
 OA0723
 OA0723                          STATION DESCRIPTION
 OA0723
 OA0723'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 OA0723'6.3 KM (3.90 MI) SE FROM MYRTLE POINT.
 OA0723'6.3 KM (3.90 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 42 FROM THE
 OA0723'JUNCTION OF SPRUCE STREET IN MYRTLE POINT, SET VERTICALLY IN THE
 OA0723'SOUTH FACE OF THE EASTERN 1/2 OF A LARGE EXPOSED AREA OF BEDROCK IN A
 OA0723'HIGHWAY CUT, 0.2 KM (0.10 MI) SOUTHEAST OF A HIGHWAY BRIDGE SPANNING
 OA0723'THE MIDDLE FORK OF THE COQUILLE RIVER, 74.4 M (244.1 FT) WEST OF THE
 OA0723'EAST END OF THE EXPOSED BEDROCK, 58.2 M (190.9 FT) EAST OF THE WEST
 OA0723'END OF THE EXPOSED BEDROCK, AND 11.3 M (37.1 FT) NORTH OF THE
 OA0723'CENTERLINE OF THE HIGHWAY.
 OA0723'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 OA0723
 OA0723                          STATION RECOVERY (2004)
 OA0723
 OA0723'RECOVERY NOTE BY OREGON DEPARTMENT OF TRANSPORTATION 2004 (LC)
 OA0723'MARK WILL EVENTUALLY BE DESTROYED DUE TO SCHEDULED CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0615 ***********************************************************************
 OA0615  DESIGNATION -  D 751
 OA0615  PID         -  OA0615
 OA0615  STATE/COUNTY-  OR/COOS
 OA0615  USGS QUAD   -  COOS BAY (1975)
 OA0615
 OA0615                         *CURRENT SURVEY CONTROL
 OA0615  ___________________________________________________________________
 OA0615* NAD 83(1986)-  43 18 39.     (N)    124 12 33.     (W)     SCALED    
 OA0615* NAVD 88     -         6.555  (meters)      21.51   (feet)  ADJUSTED  
 OA0615  ___________________________________________________________________
 OA0615  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 OA0615  DYNAMIC HT  -           6.554 (meters)      21.50  (feet)  COMP
 OA0615  MODELED GRAV-     980,478.9   (mgal)                       NAVD 88
 OA0615
 OA0615  VERT ORDER  -  FIRST     CLASS II
 OA0615
 OA0615.The horizontal coordinates were scaled from a topographic map and have
 OA0615.an estimated accuracy of +/- 6 seconds.
 OA0615
 OA0615.The orthometric height was determined by differential leveling
 OA0615.and adjusted in June 1991.
 OA0615
 OA0615.The geoid height was determined by GEOID03.
 OA0615
 OA0615.The dynamic height is computed by dividing the NAVD 88
 OA0615.geopotential number by the normal gravity value computed on the
 OA0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0615.degrees latitude (g = 980.6199 gals.).
 OA0615
 OA0615.The modeled gravity was interpolated from observed gravity values.
 OA0615
 OA0615;                    North         East    Units  Estimated Accuracy
 OA0615;SPC OR S     -   189,300.    1,199,210.      MT  (+/- 180 meters Scaled)
 OA0615
 OA0615                          SUPERSEDED SURVEY CONTROL
 OA0615
 OA0615.No superseded survey control is available for this station.
 OA0615
 OA0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN019960(NAD 83)
 OA0615_MARKER: I = METAL ROD
 OA0615_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OA0615_SP_SET: STAINLESS STEEL ROD
 OA0615_STAMPING: D 751 1987
 OA0615_MARK LOGO: NGS   
 OA0615_PROJECTION: RECESSED 7 CENTIMETERS
 OA0615_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OA0615_ROD/PIPE-DEPTH: 9.7  meters
 OA0615
 OA0615  HISTORY     - Date     Condition        Report By
 OA0615  HISTORY     - 1987     MONUMENTED       NGS
 OA0615  HISTORY     - 1988     GOOD             USPSQD
 OA0615
 OA0615                          STATION DESCRIPTION
 OA0615
 OA0615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 OA0615'7.5 KM (4.65 MI) SOUTH FROM COOS BAY.
 OA0615'7.5 KM (4.65 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM ITS JUNCTION
 OA0615'WITH COMMERCIAL AVENUE IN COOS BAY, 13.3 M (43.6 FT) WEST OF THE
 OA0615'CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, 5.0 M (16.4 FT)
 OA0615'WEST OF THE CENTER OF A TRACK ROAD LEADING SOUTHWEST, AND 2.8 M
 OA0615'(9.2 FT) NORTHEAST OF UTILITY POLE NUMBER 145003. NOTE--ACCESS TO
 OA0615'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OA0615'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 OA0615'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 OA0615
 OA0615                          STATION RECOVERY (1988)
 OA0615
 OA0615'RECOVERY NOTE BY US POWER SQUADRON 1988 (AS)
 OA0615'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1540 ***********************************************************************
 QD1540  DESIGNATION -  D 752
 QD1540  PID         -  QD1540
 QD1540  STATE/COUNTY-  OR/DESCHUTES
 QD1540  USGS QUAD   -  REDMOND (1975)
 QD1540
 QD1540                         *CURRENT SURVEY CONTROL
 QD1540  ___________________________________________________________________
 QD1540* NAD 83(1986)-  44 15 06.     (N)    121 10 58.     (W)     SCALED    
 QD1540* NAVD 88     -       925.582  (meters)    3036.68   (feet)  ADJUSTED  
 QD1540  ___________________________________________________________________
 QD1540  GEOID HEIGHT-         -21.14  (meters)                     GEOID03
 QD1540  DYNAMIC HT  -         925.268 (meters)    3035.65  (feet)  COMP
 QD1540  MODELED GRAV-     980,247.8   (mgal)                       NAVD 88
 QD1540
 QD1540  VERT ORDER  -  FIRST     CLASS II
 QD1540
 QD1540.The horizontal coordinates were scaled from a topographic map and have
 QD1540.an estimated accuracy of +/- 6 seconds.
 QD1540
 QD1540.The orthometric height was determined by differential leveling
 QD1540.and adjusted in June 1991.
 QD1540
 QD1540.The geoid height was determined by GEOID03.
 QD1540
 QD1540.The dynamic height is computed by dividing the NAVD 88
 QD1540.geopotential number by the normal gravity value computed on the
 QD1540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1540.degrees latitude (g = 980.6199 gals.).
 QD1540
 QD1540.The modeled gravity was interpolated from observed gravity values.
 QD1540
 QD1540;                    North         East    Units  Estimated Accuracy
 QD1540;SPC OR S     -   287,390.    1,445,470.      MT  (+/- 180 meters Scaled)
 QD1540
 QD1540                          SUPERSEDED SURVEY CONTROL
 QD1540
 QD1540.No superseded survey control is available for this station.
 QD1540
 QD1540_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ450014(NAD 83)
 QD1540_MARKER: DV = VERTICAL CONTROL DISK
 QD1540_SETTING: 66 = SET IN ROCK OUTCROP
 QD1540_SP_SET: IN A DRILL HOLE IN BEDROCK
 QD1540_STAMPING: D 752 1988
 QD1540_MARK LOGO: NGS   
 QD1540_MAGNETIC: N = NO MAGNETIC MATERIAL
 QD1540_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QD1540+STABILITY: POSITION/ELEVATION WELL
 QD1540_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QD1540+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2005
 QD1540
 QD1540  HISTORY     - Date     Condition        Report By
 QD1540  HISTORY     - 1988     MONUMENTED       NGS
 QD1540  HISTORY     - 20050830 GOOD             DWELLM
 QD1540
 QD1540                          STATION DESCRIPTION
 QD1540
 QD1540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 QD1540'2.1 KM (1.30 MI) SOUTHERLY ALONG U.S. HIGHWAY 97 FROM THE JUNCTION OF
 QD1540'STATE HIGHWAY 126 IN REDMOND, ON A LEDGE IN AN EXPOSED AREA OF
 QD1540'BEDROCK IN A RAILROAD CUT, 99.8 M (327.4 FT) SOUTHEAST OF THE
 QD1540'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 96.3 M (315.9 FT)
 QD1540'NORTHEAST OF THE CENTER OF FIRE ROAD NUMBER 2618, 23.4 M (76.8 FT)
 QD1540'NORTH OF A GAS PIPELINE SIGN, 15.0 M (49.2 FT) NORTHEAST OF THE
 QD1540'SOUTHWEST END OF THE EXPOSED BEDROCK, 12.4 M (40.7 FT) WEST OF THE
 QD1540'SOUTHWEST CORNER OF A FENCE SURROUNDING BRADS AUTO AND TRUCK PARTS,
 QD1540'8.0 M (26.2 FT) SOUTHWEST OF THE NORTHEAST END OF THE EXPOSED
 QD1540'BEDROCK, 3.4 M (11.2 FT) SOUTHEAST OF THE NEAR RAIL OF THE BURLINGTON
 QD1540'NORTHERN RAILROAD, 0.3 M (1.0 FT) SOUTHWEST OF A WITNESS POST, AND
 QD1540'0.2 M (0.7 FT) BELOW THE LEVEL OF THE TRACKS.
 QD1540
 QD1540                          STATION RECOVERY (2005)
 QD1540
 QD1540'RECOVERY NOTE BY D WELLMAN SURVEYING LLC 2005 (CLW)
 QD1540'BRASS TABLET FIRMLY CEMENTED IN BEDROCK MARKED AS STATED.  MARK IS
 QD1540'13.5 FEET EAST OF CENTERLINE OF TRACKS, 100 FEET NORTH OF POWER POLE
 QD1540'NO. 212220, 50 FEET WEST OF NORTHWEST CORNER OF BUILDING ADDRESSED
 QD1540'2608 SOUTHWEST 13TH STREET, REDMOND, OR.
 QD1540' 
 QD1540'MARK LIES 2 FEET LOWER THAN EASTERLY RAIL AND 1.5 FEET SOUTHEAST OF
 QD1540'FIBERGLASS ATTENTION SIGN.
 QD1540' 
 QD1540'TO REACH STATION PROCEED FROM INTERSECTION OF HIGHWAY 97 AND SW
 QD1540'AIRPORT WAY EASTERLY TO INTERSECTION OF SW 13TH STREET.  PROCEED
 QD1540'NORTHERLY 0.2 MILES, TURN LEFT INTO INDUSTRIAL WAREHOUSE COMPLEX.
 QD1540'PROCEED WESTERLY AND NORTHERLY TO ADDRESS OF 2608.  PARK AND PACK
 QD1540'APPROXIMATELY 125 FEET NORTHERLY ALONGSIDE TRACKS TO STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1468 ***********************************************************************
 QD1468  DESIGNATION -  D 753
 QD1468  PID         -  QD1468
 QD1468  STATE/COUNTY-  OR/CROOK
 QD1468  USGS QUAD   -  CADLE BUTTE (1992)
 QD1468
 QD1468                         *CURRENT SURVEY CONTROL
 QD1468  ___________________________________________________________________
 QD1468* NAD 83(1986)-  44 19 12.     (N)    120 36 04.     (W)     SCALED    
 QD1468* NAVD 88     -      1000.108  (meters)    3281.19   (feet)  ADJUSTED  
 QD1468  ___________________________________________________________________
 QD1468  GEOID HEIGHT-         -19.90  (meters)                     GEOID03
 QD1468  DYNAMIC HT  -         999.760 (meters)    3280.05  (feet)  COMP
 QD1468  MODELED GRAV-     980,235.7   (mgal)                       NAVD 88
 QD1468
 QD1468  VERT ORDER  -  FIRST     CLASS II
 QD1468
 QD1468.The horizontal coordinates were scaled from a topographic map and have
 QD1468.an estimated accuracy of +/- 6 seconds.
 QD1468
 QD1468.The orthometric height was determined by differential leveling
 QD1468.and adjusted in June 1991.
 QD1468
 QD1468.The geoid height was determined by GEOID03.
 QD1468
 QD1468.The dynamic height is computed by dividing the NAVD 88
 QD1468.geopotential number by the normal gravity value computed on the
 QD1468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1468.degrees latitude (g = 980.6199 gals.).
 QD1468
 QD1468.The modeled gravity was interpolated from observed gravity values.
 QD1468
 QD1468;                    North         East    Units  Estimated Accuracy
 QD1468;SPC OR S     -   294,770.    1,491,930.      MT  (+/- 180 meters Scaled)
 QD1468
 QD1468                          SUPERSEDED SURVEY CONTROL
 QD1468
 QD1468.No superseded survey control is available for this station.
 QD1468
 QD1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ912102(NAD 83)
 QD1468_MARKER: DV = VERTICAL CONTROL DISK
 QD1468_SETTING: 66 = SET IN ROCK OUTCROP
 QD1468_SP_SET: IN A DRILL HOLE IN BEDROCK
 QD1468_STAMPING: D 753 1988
 QD1468_MARK LOGO: NGS   
 QD1468_MAGNETIC: N = NO MAGNETIC MATERIAL
 QD1468_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QD1468+STABILITY: POSITION/ELEVATION WELL
 QD1468_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QD1468+SATELLITE: SATELLITE OBSERVATIONS - 1988
 QD1468
 QD1468  HISTORY     - Date     Condition        Report By
 QD1468  HISTORY     - 1988     MONUMENTED       NGS
 QD1468
 QD1468                          STATION DESCRIPTION
 QD1468
 QD1468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 QD1468'21.7 KM (13.50 MI) EASTERLY ALONG U.S. HIGHWAY 26 FROM THE COURTHOUSE
 QD1468'IN PRINEVILLE, ON A LEDGE AT THE BASE OF AN EXPOSED AREA OF BEDROCK IN
 QD1468'A HIGHWAY CUT, 40.2 M (131.9 FT) SOUTHWEST OF A UTILITY POLE, 7.4 M
 QD1468'(24.3 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 4.0 M (13.1 FT)
 QD1468'NORTHWEST OF A UTILITY LINE CROSSING THE HIGHWAY, 2.1 M (6.9 FT)
 QD1468'NORTHEAST OF THE SOUTHWEST END OF THE EXPOSED BEDROCK, 0.2 M (0.7 FT)
 QD1468'SOUTHWEST OF A WITNESS POST, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE
 QD1468'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0634 ***********************************************************************
 OA0634  DESIGNATION -  D 754
 OA0634  PID         -  OA0634
 OA0634  STATE/COUNTY-  OR/COOS
 OA0634  USGS QUAD   -  EMPIRE (1970)
 OA0634
 OA0634                         *CURRENT SURVEY CONTROL
 OA0634  ___________________________________________________________________
 OA0634* NAD 83(1986)-  43 22 44.     (N)    124 17 06.     (W)     SCALED    
 OA0634* NAVD 88     -         6.013  (meters)      19.73   (feet)  ADJUSTED  
 OA0634  ___________________________________________________________________
 OA0634  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 OA0634  DYNAMIC HT  -           6.012 (meters)      19.72  (feet)  COMP
 OA0634  MODELED GRAV-     980,462.6   (mgal)                       NAVD 88
 OA0634
 OA0634  VERT ORDER  -  FIRST     CLASS II
 OA0634
 OA0634.The horizontal coordinates were scaled from a topographic map and have
 OA0634.an estimated accuracy of +/- 6 seconds.
 OA0634
 OA0634.The orthometric height was determined by differential leveling
 OA0634.and adjusted in June 1991.
 OA0634
 OA0634.The geoid height was determined by GEOID03.
 OA0634
 OA0634.The dynamic height is computed by dividing the NAVD 88
 OA0634.geopotential number by the normal gravity value computed on the
 OA0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0634.degrees latitude (g = 980.6199 gals.).
 OA0634
 OA0634.The modeled gravity was interpolated from observed gravity values.
 OA0634
 OA0634;                    North         East    Units  Estimated Accuracy
 OA0634;SPC OR S     -   197,130.    1,193,410.      MT  (+/- 180 meters Scaled)
 OA0634
 OA0634                          SUPERSEDED SURVEY CONTROL
 OA0634
 OA0634.No superseded survey control is available for this station.
 OA0634
 OA0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCP959036(NAD 83)
 OA0634_MARKER: I = METAL ROD
 OA0634_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OA0634_SP_SET: STAINLESS STEEL ROD
 OA0634_STAMPING: D 754 1988
 OA0634_MARK LOGO: NGS   
 OA0634_PROJECTION: FLUSH
 OA0634_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OA0634_ROD/PIPE-DEPTH: 7.2  meters
 OA0634
 OA0634  HISTORY     - Date     Condition        Report By
 OA0634  HISTORY     - 1988     MONUMENTED       NGS
 OA0634  HISTORY     - 1988     GOOD             USPSQD
 OA0634  HISTORY     - 20010929 GOOD             USPSQD
 OA0634
 OA0634                          STATION DESCRIPTION
 OA0634
 OA0634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 OA0634'6.1 KM (3.80 MI) NORTH FROM CHARLESTON.
 OA0634'6.1 KM (3.80 MI) NORTHERLY ALONG CAPE ARAGO HIGHWAY FROM THE JUNCTION
 OA0634'OF BOAT BASIN DRIVE IN CHARLESTON, 16.6 M (54.5 FT) WEST OF THE
 OA0634'CENTERLINE OF THE HIGHWAY, 5.6 M (18.4 FT) SOUTH OF THE CENTER OF
 OA0634'OLSON AVENUE, AND 0.9 M (3.0 FT) WEST OF UTILITY POLE NUMBER 306901.
 OA0634'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OA0634'THE MARK IS 0.5 METERS  N FROM  A WITNESS POST AND FENCE
 OA0634'THE MARK IS ABOVE LEVEL WITH THE AVENUE.
 OA0634
 OA0634                          STATION RECOVERY (1988)
 OA0634
 OA0634'RECOVERY NOTE BY US POWER SQUADRON 1988 (AS)
 OA0634'RECOVERED IN GOOD CONDITION.
 OA0634
 OA0634                          STATION RECOVERY (2001)
 OA0634
 OA0634'RECOVERY NOTE BY US POWER SQUADRON 2001 (AES)
 OA0634'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0680 ***********************************************************************
 OA0680  DESIGNATION -  D 755
 OA0680  PID         -  OA0680
 OA0680  STATE/COUNTY-  OR/DOUGLAS
 OA0680  USGS QUAD   -  WINCHESTER BAY (1985)
 OA0680
 OA0680                         *CURRENT SURVEY CONTROL
 OA0680  ___________________________________________________________________
 OA0680* NAD 83(1986)-  43 41 25.     (N)    124 08 16.     (W)     SCALED    
 OA0680* NAVD 88     -        36.706  (meters)     120.43   (feet)  ADJUSTED  
 OA0680  ___________________________________________________________________
 OA0680  GEOID HEIGHT-         -25.10  (meters)                     GEOID03
 OA0680  DYNAMIC HT  -          36.703 (meters)     120.42  (feet)  COMP
 OA0680  MODELED GRAV-     980,521.9   (mgal)                       NAVD 88
 OA0680
 OA0680  VERT ORDER  -  FIRST     CLASS II
 OA0680
 OA0680.The horizontal coordinates were scaled from a topographic map and have
 OA0680.an estimated accuracy of +/- 6 seconds.
 OA0680
 OA0680.The orthometric height was determined by differential leveling
 OA0680.and adjusted in June 1991.
 OA0680
 OA0680.The geoid height was determined by GEOID03.
 OA0680
 OA0680.The dynamic height is computed by dividing the NAVD 88
 OA0680.geopotential number by the normal gravity value computed on the
 OA0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0680.degrees latitude (g = 980.6199 gals.).
 OA0680
 OA0680.The modeled gravity was interpolated from observed gravity values.
 OA0680
 OA0680;                    North         East    Units  Estimated Accuracy
 OA0680;SPC OR S     -   231,160.    1,206,830.      MT  (+/- 180 meters Scaled)
 OA0680
 OA0680                          SUPERSEDED SURVEY CONTROL
 OA0680
 OA0680.No superseded survey control is available for this station.
 OA0680
 OA0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP083381(NAD 83)
 OA0680_MARKER: DB = BENCH MARK DISK
 OA0680_SETTING: 66 = SET IN ROCK OUTCROP
 OA0680_SP_SET: BEDROCK
 OA0680_STAMPING: D 755 1988
 OA0680_MARK LOGO: NGS   
 OA0680_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OA0680+STABILITY: POSITION/ELEVATION WELL
 OA0680
 OA0680  HISTORY     - Date     Condition        Report By
 OA0680  HISTORY     - 1988     MONUMENTED       NGS
 OA0680
 OA0680                          STATION DESCRIPTION
 OA0680
 OA0680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 OA0680'3.2 KM (2.00 MI) SOUTH FROM REEDSPORT.
 OA0680'3.2 KM (2.00 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF
 OA0680'STATE HIGHWAY 38 IN REEDSPORT, SET VERTICALLY IN THE NORTHWEST FACE
 OA0680'OF AN EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 0.2 KM (0.10 MI)
 OA0680'NORTHEAST OF THE INTERSECTION OF A PAVED ROAD LEADING NORTHEAST, AND
 OA0680'8.1 M (26.6 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 OA0680'THE MARK IS 1.4 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0743 ***********************************************************************
 OA0743  DESIGNATION -  D 756
 OA0743  PID         -  OA0743
 OA0743  STATE/COUNTY-  OR/COOS
 OA0743  USGS QUAD   -  RIVERTON (1975)
 OA0743
 OA0743                         *CURRENT SURVEY CONTROL
 OA0743  ___________________________________________________________________
 OA0743* NAD 83(1986)-  43 09 57.     (N)    124 16 04.     (W)     SCALED    
 OA0743* NAVD 88     -         5.548  (meters)      18.20   (feet)  ADJUSTED  
 OA0743  ___________________________________________________________________
 OA0743  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 OA0743  DYNAMIC HT  -           5.547 (meters)      18.20  (feet)  COMP
 OA0743  MODELED GRAV-     980,449.2   (mgal)                       NAVD 88
 OA0743
 OA0743  VERT ORDER  -  FIRST     CLASS II
 OA0743
 OA0743.The horizontal coordinates were scaled from a topographic map and have
 OA0743.an estimated accuracy of +/- 6 seconds.
 OA0743
 OA0743.The orthometric height was determined by differential leveling
 OA0743.and adjusted in June 1991.
 OA0743
 OA0743.The geoid height was determined by GEOID03.
 OA0743
 OA0743.The dynamic height is computed by dividing the NAVD 88
 OA0743.geopotential number by the normal gravity value computed on the
 OA0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0743.degrees latitude (g = 980.6199 gals.).
 OA0743
 OA0743.The modeled gravity was interpolated from observed gravity values.
 OA0743
 OA0743;                    North         East    Units  Estimated Accuracy
 OA0743;SPC OR S     -   173,420.    1,193,740.      MT  (+/- 180 meters Scaled)
 OA0743
 OA0743                          SUPERSEDED SURVEY CONTROL
 OA0743
 OA0743.No superseded survey control is available for this station.
 OA0743
 OA0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN969800(NAD 83)
 OA0743_MARKER: I = METAL ROD
 OA0743_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OA0743_SP_SET: STAINLESS STEEL ROD
 OA0743_STAMPING: D 756 1988
 OA0743_MARK LOGO: NGS   
 OA0743_PROJECTION: FLUSH
 OA0743_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OA0743_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OA0743+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2002
 OA0743_ROD/PIPE-DEPTH: 3.1  meters
 OA0743
 OA0743  HISTORY     - Date     Condition        Report By
 OA0743  HISTORY     - 1988     MONUMENTED       NGS
 OA0743  HISTORY     - 1988     GOOD             USPSQD
 OA0743  HISTORY     - 19950520 GOOD             USPSQD
 OA0743  HISTORY     - 20020721 GOOD             USPSQD
 OA0743
 OA0743                          STATION DESCRIPTION
 OA0743
 OA0743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 OA0743'8.9 KM (5.55 MI) SW FROM COQUILLE.
 OA0743'8.9 KM (5.55 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 42 FROM THE
 OA0743'JUNCTION OF STATE HIGHWAY 44 IN COQUILLE, 9.5 M (31.2 FT) SOUTH OF
 OA0743'THE CENTER OF A DRIVEWAY LEADING TO HOUSE NUMBER 3460, 8.6 M
 OA0743'(28.2 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, AND 5.0 M (16.4 FT)
 OA0743'NORTHWEST OF UTILITY POLE NUMBER 056000. NOTE--ACCESS TO DATUM POINT
 OA0743'IS HAD THROUGH A 5-INCH LOGO CAP.
 OA0743'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 OA0743'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 OA0743
 OA0743                          STATION RECOVERY (1988)
 OA0743
 OA0743'RECOVERY NOTE BY US POWER SQUADRON 1988 (AS)
 OA0743'RECOVERED IN GOOD CONDITION.
 OA0743
 OA0743                          STATION RECOVERY (1995)
 OA0743
 OA0743'RECOVERY NOTE BY US POWER SQUADRON 1995
 OA0743'RECOVERED IN GOOD CONDITION.
 OA0743
 OA0743                          STATION RECOVERY (2002)
 OA0743
 OA0743'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 OA0743'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0766 ***********************************************************************
 OA0766  DESIGNATION -  D 757
 OA0766  PID         -  OA0766
 OA0766  STATE/COUNTY-  OR/CURRY
 OA0766  USGS QUAD   -  LANGLOIS (1996)
 OA0766
 OA0766                         *CURRENT SURVEY CONTROL
 OA0766  ___________________________________________________________________
 OA0766* NAD 83(1986)-  42 54 56.     (N)    124 27 09.     (W)     SCALED    
 OA0766* NAVD 88     -        19.561  (meters)      64.18   (feet)  ADJUSTED  
 OA0766  ___________________________________________________________________
 OA0766  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 OA0766  DYNAMIC HT  -          19.557 (meters)      64.16  (feet)  COMP
 OA0766  MODELED GRAV-     980,428.7   (mgal)                       NAVD 88
 OA0766
 OA0766  VERT ORDER  -  FIRST     CLASS II
 OA0766
 OA0766.The horizontal coordinates were scaled from a topographic map and have
 OA0766.an estimated accuracy of +/- 6 seconds.
 OA0766
 OA0766.The orthometric height was determined by differential leveling
 OA0766.and adjusted in June 1991.
 OA0766
 OA0766.The geoid height was determined by GEOID03.
 OA0766
 OA0766.The dynamic height is computed by dividing the NAVD 88
 OA0766.geopotential number by the normal gravity value computed on the
 OA0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0766.degrees latitude (g = 980.6199 gals.).
 OA0766
 OA0766.The modeled gravity was interpolated from observed gravity values.
 OA0766
 OA0766;                    North         East    Units  Estimated Accuracy
 OA0766;SPC OR S     -   146,340.    1,177,420.      MT  (+/- 180 meters Scaled)
 OA0766
 OA0766                          SUPERSEDED SURVEY CONTROL
 OA0766
 OA0766.No superseded survey control is available for this station.
 OA0766
 OA0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN814524(NAD 83)
 OA0766_MARKER: DB = BENCH MARK DISK
 OA0766_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OA0766_SP_SET: ABUTMENT
 OA0766_STAMPING: D 757 1988
 OA0766_MARK LOGO: NGS   
 OA0766_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OA0766_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OA0766+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2002
 OA0766
 OA0766  HISTORY     - Date     Condition        Report By
 OA0766  HISTORY     - 1988     MONUMENTED       NGS
 OA0766  HISTORY     - 20020507 GOOD             USPSQD
 OA0766
 OA0766                          STATION DESCRIPTION
 OA0766
 OA0766'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 OA0766'19.9 KM (12.35 MI) NORTH FROM PORT ORFORD.
 OA0766'19.9 KM (12.35 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION
 OA0766'OF HARBOR DRIVE IN PORT ORFORD, SET VERTICALLY IN THE NORTHWEST FACE
 OA0766'OF THE SOUTHWEST CONCRETE ABUTMENT OF A HIGHWAY BRIDGE SPANNING
 OA0766'FLORAS CREEK, 5.8 M (19.0 FT) NORTHWEST OF THE CENTERLINE OF THE
 OA0766'HIGHWAY, AND 4.3 M (14.1 FT) NORTHEAST OF THE SOUTHWEST END OF THE
 OA0766'BRIDGE.
 OA0766'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 OA0766
 OA0766                          STATION RECOVERY (2002)
 OA0766
 OA0766'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 OA0766'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0802 ***********************************************************************
 OA0802  DESIGNATION -  D 758
 OA0802  PID         -  OA0802
 OA0802  STATE/COUNTY-  OR/CURRY
 OA0802  USGS QUAD   -  PORT ORFORD (1996)
 OA0802
 OA0802                         *CURRENT SURVEY CONTROL
 OA0802  ___________________________________________________________________
 OA0802* NAD 83(1986)-  42 41 12.     (N)    124 26 30.     (W)     SCALED    
 OA0802* NAVD 88     -        10.488  (meters)      34.41   (feet)  ADJUSTED  
 OA0802  ___________________________________________________________________
 OA0802  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 OA0802  DYNAMIC HT  -          10.486 (meters)      34.40  (feet)  COMP
 OA0802  MODELED GRAV-     980,394.9   (mgal)                       NAVD 88
 OA0802
 OA0802  VERT ORDER  -  FIRST     CLASS II
 OA0802
 OA0802.The horizontal coordinates were scaled from a topographic map and have
 OA0802.an estimated accuracy of +/- 6 seconds.
 OA0802
 OA0802.The orthometric height was determined by differential leveling
 OA0802.and adjusted in June 1991.
 OA0802
 OA0802.The geoid height was determined by GEOID03.
 OA0802
 OA0802.The dynamic height is computed by dividing the NAVD 88
 OA0802.geopotential number by the normal gravity value computed on the
 OA0802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0802.degrees latitude (g = 980.6199 gals.).
 OA0802
 OA0802.The modeled gravity was interpolated from observed gravity values.
 OA0802
 OA0802;                    North         East    Units  Estimated Accuracy
 OA0802;SPC OR S     -   120,910.    1,177,110.      MT  (+/- 180 meters Scaled)
 OA0802
 OA0802                          SUPERSEDED SURVEY CONTROL
 OA0802
 OA0802.No superseded survey control is available for this station.
 OA0802
 OA0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN818270(NAD 83)
 OA0802_MARKER: DV = VERTICAL CONTROL DISK
 OA0802_SETTING: 66 = SET IN ROCK OUTCROP
 OA0802_SP_SET: BEDROCK
 OA0802_STAMPING: D 758 1988
 OA0802_MARK LOGO: NGS   
 OA0802_MAGNETIC: N = NO MAGNETIC MATERIAL
 OA0802_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OA0802+STABILITY: POSITION/ELEVATION WELL
 OA0802
 OA0802  HISTORY     - Date     Condition        Report By
 OA0802  HISTORY     - 1988     MONUMENTED       NGS
 OA0802  HISTORY     - 19960521 GOOD             ORHD
 OA0802
 OA0802                          STATION DESCRIPTION
 OA0802
 OA0802'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 OA0802'8.7 KM (5.40 MI) SOUTH FROM PORT ORFORD.
 OA0802'8.7 KM (5.40 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF
 OA0802'HARBOR DRIVE IN PORT ORFORD, IN THE MOST EASTERN 1/3 OF AN EXPOSED
 OA0802'AREA OF BEDROCK IN A HIGHWAY CUT, 73.2 M (240.2 FT) EAST OF THE WEST
 OA0802'END OF THE HIGHWAY CUT, AND 6.5 M (21.3 FT) SOUTH OF THE CENTERLINE
 OA0802'OF THE HIGHWAY.
 OA0802'THE MARK IS 0.5 METERS  E FROM  A WITNESS POST
 OA0802'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 OA0802
 OA0802                          STATION RECOVERY (1996)
 OA0802
 OA0802'RECOVERY NOTE BY OREGON HIGHWAY DEPARTMENT 1996 (EH)
 OA0802'RECOVERED AS DESCRIBED BY EDWARD HALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0870 ***********************************************************************
 OA0870  DESIGNATION -  D 759
 OA0870  PID         -  OA0870
 OA0870  STATE/COUNTY-  OR/CURRY
 OA0870  USGS QUAD   -  BROOKINGS (1986)
 OA0870
 OA0870                         *CURRENT SURVEY CONTROL
 OA0870  ___________________________________________________________________
 OA0870* NAD 83(1986)-  42 03 29.     (N)    124 17 58.     (W)     SCALED    
 OA0870* NAVD 88     -        38.718  (meters)     127.03   (feet)  ADJUSTED  
 OA0870  ___________________________________________________________________
 OA0870  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 OA0870  DYNAMIC HT  -          38.706 (meters)     126.99  (feet)  COMP
 OA0870  MODELED GRAV-     980,322.5   (mgal)                       NAVD 88
 OA0870
 OA0870  VERT ORDER  -  FIRST     CLASS II
 OA0870
 OA0870.The horizontal coordinates were scaled from a topographic map and have
 OA0870.an estimated accuracy of +/- 6 seconds.
 OA0870
 OA0870.The orthometric height was determined by differential leveling
 OA0870.and adjusted in June 1991.
 OA0870
 OA0870.The geoid height was determined by GEOID03.
 OA0870
 OA0870.The dynamic height is computed by dividing the NAVD 88
 OA0870.geopotential number by the normal gravity value computed on the
 OA0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0870.degrees latitude (g = 980.6199 gals.).
 OA0870
 OA0870.The modeled gravity was interpolated from observed gravity values.
 OA0870
 OA0870;                    North         East    Units  Estimated Accuracy
 OA0870;SPC OR S     -    50,610.    1,185,580.      MT  (+/- 180 meters Scaled)
 OA0870
 OA0870                          SUPERSEDED SURVEY CONTROL
 OA0870
 OA0870.No superseded survey control is available for this station.
 OA0870
 OA0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCM924570(NAD 83)
 OA0870_MARKER: I = METAL ROD
 OA0870_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OA0870_SP_SET: STAINLESS STEEL ROD
 OA0870_STAMPING: D 759 1988
 OA0870_MARK LOGO: NGS   
 OA0870_PROJECTION: FLUSH
 OA0870_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OA0870+STABILITY: POSITION/ELEVATION WELL
 OA0870_ROD/PIPE-DEPTH: 6.1  meters
 OA0870
 OA0870  HISTORY     - Date     Condition        Report By
 OA0870  HISTORY     - 1988     MONUMENTED       NGS
 OA0870  HISTORY     - 19981112 GOOD             USPSQD
 OA0870
 OA0870                          STATION DESCRIPTION
 OA0870
 OA0870'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 OA0870'IN BROOKINGS.
 OA0870'IN BROOKINGS, AT THE INTERSECTION OF U.S. HIGHWAY 101 AND CRISSY
 OA0870'CIRCLE, 60.9 M (199.8 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 OA0870'51.8 M (169.9 FT) WEST OF THE CENTER OF THE INTERSECTION OF THE
 OA0870'HIGHWAY AND THE SOUTH ENTRANCE TO THE CIRCLE, 17.5 M (57.4 FT)
 OA0870'NORTH-NORTHWEST OF THE CENTER OF A DRIVEWAY, 4.5 M (14.8 FT)
 OA0870'SOUTHWEST OF THE CENTER OF THE CIRCLE, 1.4 M (4.6 FT) NORTHEAST OF A
 OA0870'CURB, AND 1.2 M (3.9 FT) SOUTHEAST OF UTILITY POLE NUMBER 4 F 6L4.
 OA0870'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OA0870'THE MARK IS ABOVE LEVEL WITH THE CIRCLE.
 OA0870
 OA0870                          STATION RECOVERY (1998)
 OA0870
 OA0870'RECOVERY NOTE BY US POWER SQUADRON 1998
 OA0870'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0320 ***********************************************************************
 PC0320  DESIGNATION -  D 76
 PC0320  PID         -  PC0320
 PC0320  STATE/COUNTY-  OR/DOUGLAS
 PC0320  USGS QUAD   -  WINSTON (1987)
 PC0320
 PC0320                         *CURRENT SURVEY CONTROL
 PC0320  ___________________________________________________________________
 PC0320* NAD 83(1986)-  43 05 41.     (N)    123 25 30.     (W)     SCALED    
 PC0320* NAVD 88     -       159.370  (meters)     522.87   (feet)  ADJUSTED  
 PC0320  ___________________________________________________________________
 PC0320  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 PC0320  DYNAMIC HT  -         159.332 (meters)     522.74  (feet)  COMP
 PC0320  MODELED GRAV-     980,381.9   (mgal)                       NAVD 88
 PC0320
 PC0320  VERT ORDER  -  SECOND    CLASS 0
 PC0320
 PC0320.The horizontal coordinates were scaled from a topographic map and have
 PC0320.an estimated accuracy of +/- 6 seconds.
 PC0320
 PC0320.The orthometric height was determined by differential leveling
 PC0320.and adjusted in June 1991.
 PC0320
 PC0320.The geoid height was determined by GEOID03.
 PC0320
 PC0320.The dynamic height is computed by dividing the NAVD 88
 PC0320.geopotential number by the normal gravity value computed on the
 PC0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0320.degrees latitude (g = 980.6199 gals.).
 PC0320
 PC0320.The modeled gravity was interpolated from observed gravity values.
 PC0320
 PC0320;                    North         East    Units  Estimated Accuracy
 PC0320;SPC OR S     -   162,790.    1,261,930.      MT  (+/- 180 meters Scaled)
 PC0320
 PC0320                          SUPERSEDED SURVEY CONTROL
 PC0320
 PC0320  NGVD 29 (??/??/92)  158.320  (m)          519.42   (f) ADJ UNCH    2 0
 PC0320
 PC0320.Superseded values are not recommended for survey control.
 PC0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0320.See file dsdata.txt to determine how the superseded data were derived.
 PC0320
 PC0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN654714(NAD 83)
 PC0320_MARKER: DB = BENCH MARK DISK
 PC0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PC0320_STAMPING: D 76 1931
 PC0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0320+STABILITY: SURFACE MOTION
 PC0320
 PC0320  HISTORY     - Date     Condition        Report By
 PC0320  HISTORY     - 1931     MONUMENTED       CGS
 PC0320  HISTORY     - 1962     MARK NOT FOUND   NGS
 PC0320
 PC0320                          STATION DESCRIPTION
 PC0320
 PC0320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 PC0320'IN DILLARD.
 PC0320'AT DILLARD, DOUGLAS COUNTY, 72 FEET NORTHWEST OF THE NORTHWEST CORNER
 PC0320'OF THE SOUTHERN PACIFIC RAILROAD STATION, AT THE NORTH LINE OF THE
 PC0320'ROAD TO THE STATION, IN LINE WITH A ROW OF POLES, AND 89.8 FEET WEST
 PC0320'OF THE CENTER LINE OF THE MAIN TRACK.  A STANDARD DISK, STAMPED D 76
 PC0320'1931 AND SET IN TOP OF A CONCRETE POST PROJECTING ABOUT 10 INCHES
 PC0320'ABOVE GROUND.  NOTE-- THERE IS NOW A LUMBER MILL AT THIS LOCATION AND
 PC0320'THE FOREMAN STATED THAT HE HAD NEVER SEEN THIS MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0946 ***********************************************************************
 NZ0946  DESIGNATION -  D 760
 NZ0946  PID         -  NZ0946
 NZ0946  STATE/COUNTY-  OR/JACKSON
 NZ0946  USGS QUAD   -  MEDFORD WEST (1983)
 NZ0946
 NZ0946                         *CURRENT SURVEY CONTROL
 NZ0946  ___________________________________________________________________
 NZ0946* NAD 83(1986)-  42 20 57.     (N)    122 52 41.     (W)     SCALED    
 NZ0946* NAVD 88     -       404.257  (meters)    1326.30   (feet)  ADJUSTED  
 NZ0946  ___________________________________________________________________
 NZ0946  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 NZ0946  DYNAMIC HT  -         404.098 (meters)    1325.78  (feet)  COMP
 NZ0946  MODELED GRAV-     980,218.7   (mgal)                       NAVD 88
 NZ0946
 NZ0946  VERT ORDER  -  FIRST     CLASS II
 NZ0946
 NZ0946.The horizontal coordinates were scaled from a topographic map and have
 NZ0946.an estimated accuracy of +/- 6 seconds.
 NZ0946
 NZ0946.The orthometric height was determined by differential leveling
 NZ0946.and adjusted in June 1991.
 NZ0946
 NZ0946.The geoid height was determined by GEOID03.
 NZ0946
 NZ0946.The dynamic height is computed by dividing the NAVD 88
 NZ0946.geopotential number by the normal gravity value computed on the
 NZ0946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0946.degrees latitude (g = 980.6199 gals.).
 NZ0946
 NZ0946.The modeled gravity was interpolated from observed gravity values.
 NZ0946
 NZ0946;                    North         East    Units  Estimated Accuracy
 NZ0946;SPC OR S     -    78,600.    1,304,080.      MT  (+/- 180 meters Scaled)
 NZ0946
 NZ0946                          SUPERSEDED SURVEY CONTROL
 NZ0946
 NZ0946.No superseded survey control is available for this station.
 NZ0946
 NZ0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM100885(NAD 83)
 NZ0946_MARKER: DD = SURVEY DISK
 NZ0946_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NZ0946_SP_SET: ABUTMENT
 NZ0946_STAMPING: D 760 1988
 NZ0946_MARK LOGO: ORHD  
 NZ0946_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NZ0946
 NZ0946  HISTORY     - Date     Condition        Report By
 NZ0946  HISTORY     - UNK      MONUMENTED       ORHD
 NZ0946  HISTORY     - 1988     GOOD             NGS
 NZ0946  HISTORY     - 20060825 MARK NOT FOUND   USPSQD
 NZ0946
 NZ0946                          STATION DESCRIPTION
 NZ0946
 NZ0946'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 NZ0946'IN MEDFORD.
 NZ0946'IN MEDFORD, AT THE INTERSECTION OF STATE HIGHWAY 62 AND BEAR CREEK, IN
 NZ0946'THE NORTHWEST ABUTMENT WALKWAY OF THE HIGHWAY BRIDGE SPANNING BEAR
 NZ0946'CREEK, 17.9 M (58.7 FT) SOUTHWEST OF THE CENTER OF THE CREEK, AND 4.9
 NZ0946'M (16.1 FT) NORTHWEST OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 NZ0946'HIGHWAY.
 NZ0946'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 NZ0946
 NZ0946                          STATION RECOVERY (2006)
 NZ0946
 NZ0946'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 NZ0946'BRIDGE REBUILT AND WIDENED SINCE 1988, NO WALKWAY, STATION NOT FOUND
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0499 ***********************************************************************
 PC0499  DESIGNATION -  D 77
 PC0499  PID         -  PC0499
 PC0499  STATE/COUNTY-  OR/COOS
 PC0499  USGS QUAD   -  REMOTE (1990)
 PC0499
 PC0499                         *CURRENT SURVEY CONTROL
 PC0499  ___________________________________________________________________
 PC0499* NAD 83(1986)-  43 01 01.     (N)    123 59 10.     (W)     SCALED    
 PC0499* NAVD 88     -        44.672  (meters)     146.56   (feet)  ADJUSTED  
 PC0499  ___________________________________________________________________
 PC0499  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 PC0499  DYNAMIC HT  -          44.663 (meters)     146.53  (feet)  COMP
 PC0499  MODELED GRAV-     980,426.3   (mgal)                       NAVD 88
 PC0499
 PC0499  VERT ORDER  -  FIRST     CLASS II
 PC0499
 PC0499.The horizontal coordinates were scaled from a topographic map and have
 PC0499.an estimated accuracy of +/- 6 seconds.
 PC0499
 PC0499.The orthometric height was determined by differential leveling
 PC0499.and adjusted in June 1991.
 PC0499
 PC0499.The geoid height was determined by GEOID03.
 PC0499
 PC0499.The dynamic height is computed by dividing the NAVD 88
 PC0499.geopotential number by the normal gravity value computed on the
 PC0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0499.degrees latitude (g = 980.6199 gals.).
 PC0499
 PC0499.The modeled gravity was interpolated from observed gravity values.
 PC0499
 PC0499;                    North         East    Units  Estimated Accuracy
 PC0499;SPC OR S     -   155,910.    1,215,930.      MT  (+/- 180 meters Scaled)
 PC0499
 PC0499                          SUPERSEDED SURVEY CONTROL
 PC0499
 PC0499  NGVD 29 (??/??/92)   43.585  (m)          143.00   (f) ADJ UNCH    1 2
 PC0499
 PC0499.Superseded values are not recommended for survey control.
 PC0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0499.See file dsdata.txt to determine how the superseded data were derived.
 PC0499
 PC0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN196631(NAD 83)
 PC0499_MARKER: DB = BENCH MARK DISK
 PC0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0499_SP_SET: CONCRETE POST
 PC0499_STAMPING: D 77 1931
 PC0499_MARK LOGO: CGS   
 PC0499_PROJECTION: PROJECTING 18 CENTIMETERS
 PC0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0499+STABILITY: SURFACE MOTION
 PC0499
 PC0499  HISTORY     - Date     Condition        Report By
 PC0499  HISTORY     - 1931     MONUMENTED       CGS
 PC0499  HISTORY     - 19530914 MARK NOT FOUND   USPSQD
 PC0499  HISTORY     - 1970     GOOD             USGS
 PC0499  HISTORY     - 1987     GOOD             NGS
 PC0499
 PC0499                          STATION DESCRIPTION
 PC0499
 PC0499'DESCRIBED BY US POWER SQUADRON 1953 (CRS)
 PC0499'MARK NOT FOUND.
 PC0499
 PC0499                          STATION RECOVERY (1970)
 PC0499
 PC0499'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 PC0499'1.2 MI E FROM BRIDGE.
 PC0499'ABOUT 1.2 MILES EAST OF PUBLIC SCHOOL AT BRIDGE ALONG STATE HIGHWAY
 PC0499'42.  BETWEEN NEWLY RE-ROUTED STATE HIGHWAY 42 AND THE MIDDLE FORK OF
 PC0499'COQUILLE RIVER.  135 FEET SW. OF A GRAVEL ROAD JUNCTION.  26 FEET N.
 PC0499'OF CENTERLINE OF PAVED ROAD (SEGMENT OF OLD, ABANDONED STATE HIGHWAY
 PC0499'42).  3.5 FEET S. OF AN IRON POST-BARB WIRE FENCELINE.  1.4 FEET W. OF
 PC0499'A WOODEN WITNESS POST USBM.  IN BRUSH A BRIAR PATCH.  A STANDARD USC
 PC0499'AND GS DISK STAMPED D 77 1931 SET IN CONCRETE POST PROJECTING ABOUT
 PC0499'0.6 FOOT ABOVE GROUND.  BM RECOVERED IN GOOD CONDITION.
 PC0499
 PC0499                          STATION RECOVERY (1987)
 PC0499
 PC0499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PC0499'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  18.0 KM
 PC0499'(11.20 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 42 FROM THE JUNCTION OF
 PC0499'SPRUCE STREET IN MYRTLE POINT, AT A HIGHWAY PULLOUT, 42.0 M
 PC0499'(137.8 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 7.9 M (25.9 FT)
 PC0499'NORTHWEST OF THE CENTER OF THE OLD HIGHWAY, 6.3 M (20.7 FT)
 PC0499'WEST-NORTHWEST OF THE WEST EDGE OF A 4 FOOT BERM ACROSS THE OLD
 PC0499'HIGHWAY, AND 1.0 M (3.3 FT) SOUTHEAST OF A FENCE.
 PC0499'THE MARK IS 0.4 METERS  NW FROM  A WITNESS POST
 PC0499'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0972 ***********************************************************************
 NZ0972  DESIGNATION -  D 783
 NZ0972  PID         -  NZ0972
 NZ0972  STATE/COUNTY-  OR/JACKSON
 NZ0972  USGS QUAD   -  SISKIYOU PASS (1983)
 NZ0972
 NZ0972                         *CURRENT SURVEY CONTROL
 NZ0972  ___________________________________________________________________
 NZ0972* NAD 83(1986)-  42 06 49.     (N)    122 37 14.     (W)     SCALED    
 NZ0972* NAVD 88     -       935.247  (meters)    3068.39   (feet)  ADJUSTED  
 NZ0972  ___________________________________________________________________
 NZ0972  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 NZ0972  DYNAMIC HT  -         934.737 (meters)    3066.72  (feet)  COMP
 NZ0972  MODELED GRAV-     980,045.0   (mgal)                       NAVD 88
 NZ0972
 NZ0972  VERT ORDER  -  FIRST     CLASS II
 NZ0972
 NZ0972.The horizontal coordinates were scaled from a topographic map and have
 NZ0972.an estimated accuracy of +/- 6 seconds.
 NZ0972
 NZ0972.The orthometric height was determined by differential leveling
 NZ0972.and adjusted in June 1991.
 NZ0972
 NZ0972.The geoid height was determined by GEOID03.
 NZ0972
 NZ0972.The dynamic height is computed by dividing the NAVD 88
 NZ0972.geopotential number by the normal gravity value computed on the
 NZ0972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0972.degrees latitude (g = 980.6199 gals.).
 NZ0972
 NZ0972.The modeled gravity was interpolated from observed gravity values.
 NZ0972
 NZ0972;                    North         East    Units  Estimated Accuracy
 NZ0972;SPC OR S     -    51,870.    1,324,630.      MT  (+/- 180 meters Scaled)
 NZ0972
 NZ0972                          SUPERSEDED SURVEY CONTROL
 NZ0972
 NZ0972.No superseded survey control is available for this station.
 NZ0972
 NZ0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM313624(NAD 83)
 NZ0972_MARKER: DB = BENCH MARK DISK
 NZ0972_SETTING: 66 = SET IN ROCK OUTCROP
 NZ0972_SP_SET: BEDROCK
 NZ0972_STAMPING: D 783 1988
 NZ0972_MARK LOGO: NGS   
 NZ0972_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NZ0972+STABILITY: POSITION/ELEVATION WELL
 NZ0972
 NZ0972  HISTORY     - Date     Condition        Report By
 NZ0972  HISTORY     - 1988     MONUMENTED       NGS
 NZ0972
 NZ0972                          STATION DESCRIPTION
 NZ0972
 NZ0972'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 NZ0972'8.8 KM (5.45 MI) SOUTH FROM ASHLAND.
 NZ0972'8.8 KM (5.45 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 5 FROM ITS
 NZ0972'JUNCTION WITH STATE HIGHWAY 66 IN ASHLAND, SET VERTICALLY IN THE EAST
 NZ0972'FACE OF AN EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 78.0 M
 NZ0972'(255.9 FT) SOUTHEAST OF THE NORTHWEST END OF THE BEDROCK, AND 16.7 M
 NZ0972'(54.8 FT) SOUTHWEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE
 NZ0972'HIGHWAY.
 NZ0972'THE MARK IS 0.5 METERS  W FROM  A WITNESS POST
 NZ0972'THE MARK IS 1.4 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1006 ***********************************************************************
 NZ1006  DESIGNATION -  D 784
 NZ1006  PID         -  NZ1006
 NZ1006  STATE/COUNTY-  OR/KLAMATH
 NZ1006  USGS QUAD   -  LITTLE CHINQUAPIN MOUNTAIN (1988)
 NZ1006
 NZ1006                         *CURRENT SURVEY CONTROL
 NZ1006  ___________________________________________________________________
 NZ1006* NAD 83(1986)-  42 07 40.     (N)    122 16 23.     (W)     SCALED    
 NZ1006* NAVD 88     -      1330.917  (meters)    4366.52   (feet)  ADJUSTED  
 NZ1006  ___________________________________________________________________
 NZ1006  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 NZ1006  DYNAMIC HT  -        1330.095 (meters)    4363.82  (feet)  COMP
 NZ1006  MODELED GRAV-     979,958.1   (mgal)                       NAVD 88
 NZ1006
 NZ1006  VERT ORDER  -  FIRST     CLASS II
 NZ1006
 NZ1006.The horizontal coordinates were scaled from a topographic map and have
 NZ1006.an estimated accuracy of +/- 6 seconds.
 NZ1006
 NZ1006.The orthometric height was determined by differential leveling
 NZ1006.and adjusted in June 1991.
 NZ1006
 NZ1006.The geoid height was determined by GEOID03.
 NZ1006
 NZ1006.The dynamic height is computed by dividing the NAVD 88
 NZ1006.geopotential number by the normal gravity value computed on the
 NZ1006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ1006.degrees latitude (g = 980.6199 gals.).
 NZ1006
 NZ1006.The modeled gravity was interpolated from observed gravity values.
 NZ1006
 NZ1006;                    North         East    Units  Estimated Accuracy
 NZ1006;SPC OR S     -    52,780.    1,353,400.      MT  (+/- 180 meters Scaled)
 NZ1006
 NZ1006                          SUPERSEDED SURVEY CONTROL
 NZ1006
 NZ1006.No superseded survey control is available for this station.
 NZ1006
 NZ1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM600642(NAD 83)
 NZ1006_MARKER: I = METAL ROD
 NZ1006_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NZ1006_SP_SET: STAINLESS STEEL ROD
 NZ1006_STAMPING: D 784 1988
 NZ1006_MARK LOGO: NGS   
 NZ1006_PROJECTION: FLUSH
 NZ1006_MAGNETIC: I = MARKER IS A STEEL ROD
 NZ1006_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NZ1006_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NZ1006+SATELLITE: SATELLITE OBSERVATIONS - 1988
 NZ1006_ROD/PIPE-DEPTH: 3.5  meters
 NZ1006
 NZ1006  HISTORY     - Date     Condition        Report By
 NZ1006  HISTORY     - 1988     MONUMENTED       NGS
 NZ1006
 NZ1006                          STATION DESCRIPTION
 NZ1006
 NZ1006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 NZ1006'11.7 KM (7.25 MI) EASTERLY ALONG STATE HIGHWAY 66 FROM THE SCHOOL
 NZ1006'HOUSE IN LINCOLN, NEAR THE SOUTHEAST END OF A PULLOUT, 16.4 M
 NZ1006'(53.8 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 4.0 M (13.1 FT)
 NZ1006'SOUTHEAST OF THE EXTENDED CENTER OF A DIRT ROAD LEADING SOUTH TO THE
 NZ1006'PARKER MOUNTAIN LOOKOUT, 0.5 M (1.6 FT) SOUTH OF A WITNESS POST, AND
 NZ1006'0.5 M (1.6 FT) ABOVE THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE
 NZ1006'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0733 ***********************************************************************
 NY0733  DESIGNATION -  D 785
 NY0733  PID         -  NY0733
 NY0733  STATE/COUNTY-  OR/KLAMATH
 NY0733  USGS QUAD   -  WORDEN (1986)
 NY0733
 NY0733                         *CURRENT SURVEY CONTROL
 NY0733  ___________________________________________________________________
 NY0733* NAD 83(2007)-  42 06 15.32401(N)    121 50 05.78779(W)     ADJUSTED  
 NY0733* NAVD 88     -      1246.065  (meters)    4088.13   (feet)  ADJUSTED  
 NY0733  ___________________________________________________________________
 NY0733  EPOCH DATE  -        2007.00
 NY0733  X           -  -2,500,305.766 (meters)                     COMP
 NY0733  Y           -  -4,027,094.688 (meters)                     COMP
 NY0733  Z           -   4,255,022.589 (meters)                     COMP
 NY0733  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 NY0733  ELLIP HEIGHT-        1223.023 (meters)          (02/10/07) ADJUSTED
 NY0733  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 NY0733  DYNAMIC HT  -        1245.309 (meters)    4085.65  (feet)  COMP
 NY0733
 NY0733  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 NY0733  Type    PID    Designation                      North   East  Ellip
 NY0733  -------------------------------------------------------------------
 NY0733  NETWORK NY0733 D 785                             0.37   0.29   1.55
 NY0733  -------------------------------------------------------------------
 NY0733  MODELED GRAV-     979,971.8   (mgal)                       NAVD 88
 NY0733
 NY0733  VERT ORDER  -  FIRST     CLASS II
 NY0733
 NY0733.The horizontal coordinates were established by GPS observations
 NY0733.and adjusted by the National Geodetic Survey in February 2007.
 NY0733
 NY0733.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 NY0733.See www.ngs.noaa.gov/NationalReadjustment for more information.
 NY0733.The horizontal coordinates are valid at the epoch date displayed above.
 NY0733.The epoch date for horizontal control is a decimal equivalence
 NY0733.of Year/Month/Day.
 NY0733
 NY0733.The orthometric height was determined by differential leveling
 NY0733.and adjusted in June 1991.
 NY0733
 NY0733.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NY0733
 NY0733.The Laplace correction was computed from DEFLEC99 derived deflections.
 NY0733
 NY0733.The ellipsoidal height was determined by GPS observations
 NY0733.and is referenced to NAD 83.
 NY0733
 NY0733.The geoid height was determined by GEOID03.
 NY0733
 NY0733.The dynamic height is computed by dividing the NAVD 88
 NY0733.geopotential number by the normal gravity value computed on the
 NY0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0733.degrees latitude (g = 980.6199 gals.).
 NY0733
 NY0733.The modeled gravity was interpolated from observed gravity values.
 NY0733
 NY0733;                    North         East     Units Scale Factor Converg.
 NY0733;SPC OR S     -    49,490.729 1,389,577.277   MT  1.00006553   -0 54 47.9
 NY0733;SPC OR S     -   162,371.16  4,558,980.57   iFT  1.00006553   -0 54 47.9
 NY0733;UTM  10      - 4,662,008.544   596,330.435   MT  0.99971418   +0 46 52.4
 NY0733
 NY0733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NY0733!SPC OR S     -   0.99980822  x   1.00006553  =   0.99987374
 NY0733!UTM  10      -   0.99980822  x   0.99971418  =   0.99952245
 NY0733
 NY0733                          SUPERSEDED SURVEY CONTROL
 NY0733
 NY0733  NAD 83(1998)-  42 06 15.32186(N)    121 50 05.78824(W) AD(       ) B
 NY0733  ELLIP H (07/02/01) 1223.069  (m)                       GP(       ) 3 2
 NY0733  NAD 83(1998)-  42 06 15.32178(N)    121 50 05.78824(W) AD(       ) B
 NY0733  ELLIP H (07/02/97) 1223.071  (m)                       GP(       ) 3 1
 NY0733  NAVD 88 (07/02/97) 1246.07   (m)         4088.1    (f) LEVELING    3  
 NY0733
 NY0733.Superseded values are not recommended for survey control.
 NY0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0733.See file dsdata.txt to determine how the superseded data were derived.
 NY0733
 NY0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM9633062009(NAD 83)
 NY0733_MARKER: I = METAL ROD
 NY0733_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NY0733_SP_SET: STAINLESS STEEL ROD
 NY0733_STAMPING: D 785 1988
 NY0733_MARK LOGO: NGS   
 NY0733_PROJECTION: FLUSH
 NY0733_MAGNETIC: N = NO MAGNETIC MATERIAL
 NY0733_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NY0733+STABILITY: POSITION/ELEVATION WELL
 NY0733_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NY0733+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2003
 NY0733_ROD/PIPE-DEPTH: 12.2 meters
 NY0733
 NY0733  HISTORY     - Date     Condition        Report By
 NY0733  HISTORY     - 1988     MONUMENTED       NGS
 NY0733  HISTORY     - 19960904 GOOD             CHANCE
 NY0733  HISTORY     - 20020228 GOOD             ORTI
 NY0733  HISTORY     - 20030520 GOOD             ORTI
 NY0733
 NY0733                          STATION DESCRIPTION
 NY0733
 NY0733'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 NY0733'14.8 KM (9.20 MI) SOUTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 NY0733'THE STATTION IN KLAMATH FALLS, 25.9 M (85.0 FT) NORTHWEST OF UTILITY
 NY0733'POLE NUMBER 7-85, 24.7 M (81.0 FT) EAST OF THE CENTERLINE OF STATE
 NY0733'HIGHWAY 37, 6.1 M (20.0 FT) NORTH OF THE CENTER OF A LEVEE CROSSING,
 NY0733'0.3 M (1.0 FT) WEST OF A WITNESS POST, AND 0.3 M (1.0 FT) BELOW THE
 NY0733'LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 NY0733'5-INCH LOGO CAP.
 NY0733
 NY0733                          STATION RECOVERY (1996)
 NY0733
 NY0733'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 NY0733'STATION IS LOCATED 45 MILES (72.4 KM) EAST SOUTHEAST OF ASHLAND, 13
 NY0733'MILES (20.9 KM) NORTHWEST OF MERRILL AND 9 MILES (14.5 KM) SOUTH OF
 NY0733'KLAMATH FALLS  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 97
 NY0733'AND STATE HIGHWAY 140 IN SOUTHWEST KLAMATH FALLS, PROCEED SOUTH ON US
 NY0733'HIGHWAY 97 6.6 MILES (10.6 KM) TO THE STATION AT THE JUNCTION OF 2
 NY0733'LEVEES  THE STATION IS A STAINLESS STEEL ROD, ACCESS IS HAD THROUGH A
 NY0733'5 INCH LOGO CAP.  THE STATION IS LOCATED 24.9 M (81.7 FT) EAST OF THE
 NY0733'CENTERLINE OF US HIGHWAY 97, 2.5 M (8.2 FT) WEST OF THE CENTERLINE OF
 NY0733'THE NORTH-SOUTH LEVEE, 14.0 M (45.9 FT) NORTH OF THE PROJECTED
 NY0733'CENTERLINE OF THE EAST-WEST LEVEE, 0.25 M (0.82 FT) WEST OF THE
 NY0733'WITNESS POST, 8.9 M (29.2 FT) SOUTHEAST OF THE IRRIGATION HEAD GATE
 NY0733'FOR THE EAST WEST CANAL, 9.05 M (29.69 FT) SOUTHEAST OF THE IRRIGATION
 NY0733'HEADGATE FOR THE NORTH-SOUTH CANAL AND 26.0 M (85.3 FT) NORTHWEST OF
 NY0733'POWER POLE 7-35
 NY0733
 NY0733                          STATION RECOVERY (2002)
 NY0733
 NY0733'RECOVERY NOTE BY OREGON TECHNICAL INSTITUTE 2002 (SND)
 NY0733'RECOVERED AS DESCRIBED
 NY0733'
 NY0733
 NY0733                          STATION RECOVERY (2003)
 NY0733
 NY0733'RECOVERY NOTE BY OREGON TECHNICAL INSTITUTE 2003 (DDF)
 NY0733'RECOVERED AS DESCRIBED
 NY0733'
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1492 ***********************************************************************
 QD1492  DESIGNATION -  D 787
 QD1492  PID         -  QD1492
 QD1492  STATE/COUNTY-  OR/WHEELER
 QD1492  USGS QUAD   -  LAWSON MOUNTAIN (1992)
 QD1492
 QD1492                         *CURRENT SURVEY CONTROL
 QD1492  ___________________________________________________________________
 QD1492* NAD 83(1986)-  44 30 03.     (N)    120 19 16.     (W)     SCALED    
 QD1492* NAVD 88     -      1278.058  (meters)    4193.10   (feet)  ADJUSTED  
 QD1492  ___________________________________________________________________
 QD1492  GEOID HEIGHT-         -19.49  (meters)                     GEOID03
 QD1492  DYNAMIC HT  -        1277.593 (meters)    4191.57  (feet)  COMP
 QD1492  MODELED GRAV-     980,209.2   (mgal)                       NAVD 88
 QD1492
 QD1492  VERT ORDER  -  FIRST     CLASS II
 QD1492
 QD1492.The horizontal coordinates were scaled from a topographic map and have
 QD1492.an estimated accuracy of +/- 6 seconds.
 QD1492
 QD1492.The orthometric height was determined by differential leveling
 QD1492.and adjusted in June 1991.
 QD1492
 QD1492.The geoid height was determined by GEOID03.
 QD1492
 QD1492.The dynamic height is computed by dividing the NAVD 88
 QD1492.geopotential number by the normal gravity value computed on the
 QD1492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1492.degrees latitude (g = 980.6199 gals.).
 QD1492
 QD1492.The modeled gravity was interpolated from observed gravity values.
 QD1492
 QD1492;                    North         East    Units  Estimated Accuracy
 QD1492;SPC OR N     -    92,710.    2,514,230.      MT  (+/- 180 meters Scaled)
 QD1492
 QD1492                          SUPERSEDED SURVEY CONTROL
 QD1492
 QD1492.No superseded survey control is available for this station.
 QD1492
 QD1492_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGQ129309(NAD 83)
 QD1492_MARKER: DB = BENCH MARK DISK
 QD1492_SETTING: 66 = SET IN ROCK OUTCROP
 QD1492_SP_SET: IN A DRILL HOLE IN BEDROCK
 QD1492_STAMPING: D 787 1988
 QD1492_MARK LOGO: NGS   
 QD1492_MAGNETIC: N = NO MAGNETIC MATERIAL
 QD1492_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QD1492+STABILITY: POSITION/ELEVATION WELL
 QD1492_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QD1492+SATELLITE: SATELLITE OBSERVATIONS - 1988
 QD1492
 QD1492  HISTORY     - Date     Condition        Report By
 QD1492  HISTORY     - 1988     MONUMENTED       NGS
 QD1492
 QD1492                          STATION DESCRIPTION
 QD1492
 QD1492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 QD1492'14.7 KM (9.15 MI) WESTERLY ALONG U.S. HIGHWAY 26 FROM THE JUNCTION OF
 QD1492'STATE HIGHWAY 207 IN MITCHELL, THENCE 10.3 KM (6.40 MI) SOUTHWESTERLY
 QD1492'ALONG A GRAVELED ROAD, SET VERTICALLY IN THE EAST FACE OF AN EXPOSED
 QD1492'AREA OF BEDROCK IN A ROAD CUT, 6.8 M (22.3 FT) WEST OF THE CENTER OF
 QD1492'THE ROAD, 1.4 M (4.6 FT) ABOVE THE LEVEL OF THE ROAD, AND 0.3 M
 QD1492'(1.0 FT) NORTH OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS
 QD1492'THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0697 ***********************************************************************
 NY0697  DESIGNATION -  D 789
 NY0697  PID         -  NY0697
 NY0697  STATE/COUNTY-  OR/KLAMATH
 NY0697  USGS QUAD   -  FUEGO (1988)
 NY0697
 NY0697                         *CURRENT SURVEY CONTROL
 NY0697  ___________________________________________________________________
 NY0697* NAD 83(1986)-  42 45 33.     (N)    121 50 14.     (W)     SCALED    
 NY0697* NAVD 88     -      1379.359  (meters)    4525.45   (feet)  ADJUSTED  
 NY0697  ___________________________________________________________________
 NY0697  GEOID HEIGHT-         -21.98  (meters)                     GEOID03
 NY0697  DYNAMIC HT  -        1378.573 (meters)    4522.87  (feet)  COMP
 NY0697  MODELED GRAV-     980,002.9   (mgal)                       NAVD 88
 NY0697
 NY0697  VERT ORDER  -  FIRST     CLASS II
 NY0697
 NY0697.The horizontal coordinates were scaled from a topographic map and have
 NY0697.an estimated accuracy of +/- 6 seconds.
 NY0697
 NY0697.The orthometric height was determined by differential leveling
 NY0697.and adjusted in June 1991.
 NY0697
 NY0697.The geoid height was determined by GEOID03.
 NY0697
 NY0697.The dynamic height is computed by dividing the NAVD 88
 NY0697.geopotential number by the normal gravity value computed on the
 NY0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0697.degrees latitude (g = 980.6199 gals.).
 NY0697
 NY0697.The modeled gravity was interpolated from observed gravity values.
 NY0697
 NY0697;                    North         East    Units  Estimated Accuracy
 NY0697;SPC OR S     -   122,230.    1,390,550.      MT  (+/- 180 meters Scaled)
 NY0697
 NY0697                          SUPERSEDED SURVEY CONTROL
 NY0697
 NY0697.No superseded survey control is available for this station.
 NY0697
 NY0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN951347(NAD 83)
 NY0697_MARKER: I = METAL ROD
 NY0697_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NY0697_SP_SET: STAINLESS STEEL ROD
 NY0697_STAMPING: D 789 1988
 NY0697_MARK LOGO: NGS   
 NY0697_PROJECTION: FLUSH
 NY0697_MAGNETIC: I = MARKER IS A STEEL ROD
 NY0697_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NY0697+STABILITY: POSITION/ELEVATION WELL
 NY0697_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NY0697+SATELLITE: SATELLITE OBSERVATIONS - 1988
 NY0697_ROD/PIPE-DEPTH: 15.9 meters
 NY0697
 NY0697  HISTORY     - Date     Condition        Report By
 NY0697  HISTORY     - 1988     MONUMENTED       NGS
 NY0697
 NY0697                          STATION DESCRIPTION
 NY0697
 NY0697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 NY0697'20.8 KM (12.90 MI) NORTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 NY0697'THE JUNCTION OF STATE HIGHWAY 422 IN CHILOQUIN, THENCE 1.6 KM
 NY0697'(1.00 MI) SOUTHWEST ALONG FOREST SERVICE ROAD NUMBER 43, THENCE 2.5 KM
 NY0697'(1.55 MI) NORTHERLY ALONG U.S. HIGHWAY 97, 25.7 M (84.3 FT) WEST OF
 NY0697'THE CENTER OF A TRACK ROAD, 23.0 M (75.5 FT) EAST OF THE CENTERLINE
 NY0697'OF THE HIGHWAY, 6.0 M (19.7 FT) SOUTH OF THE CENTER OF A DIRT ROAD
 NY0697'LEADING EAST, 0.3 M (1.0 FT) NORTH OF A WITNESS POST, AND LEVEL WITH
 NY0697'THE HIGHWAY.   NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 NY0697'LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1245 ***********************************************************************
 QE1245  DESIGNATION -  D 79
 QE1245  PID         -  QE1245
 QE1245  STATE/COUNTY-  OR/LANE
 QE1245  USGS QUAD   -  HECETA HEAD (1984)
 QE1245
 QE1245                         *CURRENT SURVEY CONTROL
 QE1245  ___________________________________________________________________
 QE1245* NAD 83(1986)-  44 11 02.     (N)    124 06 54.     (W)     SCALED    
 QE1245* NAVD 88     -        15.038  (meters)      49.34   (feet)  ADJUSTED  
 QE1245  ___________________________________________________________________
 QE1245  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 QE1245  DYNAMIC HT  -          15.037 (meters)      49.33  (feet)  COMP
 QE1245  MODELED GRAV-     980,580.0   (mgal)                       NAVD 88
 QE1245
 QE1245  VERT ORDER  -  FIRST     CLASS II
 QE1245
 QE1245.The horizontal coordinates were scaled from a topographic map and have
 QE1245.an estimated accuracy of +/- 6 seconds.
 QE1245
 QE1245.The orthometric height was determined by differential leveling
 QE1245.and adjusted in June 1991.
 QE1245
 QE1245.The geoid height was determined by GEOID03.
 QE1245
 QE1245.The dynamic height is computed by dividing the NAVD 88
 QE1245.geopotential number by the normal gravity value computed on the
 QE1245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1245.degrees latitude (g = 980.6199 gals.).
 QE1245
 QE1245.The modeled gravity was interpolated from observed gravity values.
 QE1245
 QE1245;                    North         East    Units  Estimated Accuracy
 QE1245;SPC OR S     -   285,880.    1,211,030.      MT  (+/- 180 meters Scaled)
 QE1245
 QE1245                          SUPERSEDED SURVEY CONTROL
 QE1245
 QE1245  NGVD 29 (??/??/92)   13.996  (m)           45.92   (f) ADJ UNCH    1 2
 QE1245
 QE1245.Superseded values are not recommended for survey control.
 QE1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1245.See file dsdata.txt to determine how the superseded data were derived.
 QE1245
 QE1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP108929(NAD 83)
 QE1245_MARKER: DD = SURVEY DISK
 QE1245_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QE1245_SP_SET: ABUTMENT WALKWAY
 QE1245_STAMPING: D 79 1933
 QE1245_MARK LOGO: ORGS  
 QE1245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE1245+STABILITY: SURFACE MOTION
 QE1245
 QE1245  HISTORY     - Date     Condition        Report By
 QE1245  HISTORY     - 1933     MONUMENTED       CGS
 QE1245  HISTORY     - 1988     GOOD             NGS
 QE1245
 QE1245                          STATION DESCRIPTION
 QE1245
 QE1245'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 QE1245'9.6 MI S FROM YACHATS.
 QE1245'IN SOUTHWEST CORNER OF ROCK CREEK BRIDGE.  IN SIDEWALK ABOUT 18 INCHES
 QE1245'IN FROM SOUTH END OF BRIDGE AND OUTSIDE CURB.
 QE1245
 QE1245                          STATION RECOVERY (1988)
 QE1245
 QE1245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QE1245'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  25.5 KM
 QE1245'(15.85 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM ITS JUNCTION WITH
 QE1245'STATE HIGHWAY 126 IN FLORENCE, IN THE SOUTHWEST ABUTMENT WALKWAY OF A
 QE1245'HIGHWAY BRIDGE SPANNING A DRY WASH, AND 4.5 M (14.8 FT) WEST OF THE
 QE1245'CENTER LINE OF THE HIGHWAY.  NOTE--THE BRIDGE ABUTMENT IS RESTING ON
 QE1245'BEDROCK.
 QE1245'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0641 ***********************************************************************
 PB0641  DESIGNATION -  D 790
 PB0641  PID         -  PB0641
 PB0641  STATE/COUNTY-  OR/KLAMATH
 PB0641  USGS QUAD   -  MUTTONCHOP BUTTE (1967)
 PB0641
 PB0641                         *CURRENT SURVEY CONTROL
 PB0641  ___________________________________________________________________
 PB0641* NAD 83(1986)-  43 17 29.     (N)    121 45 55.     (W)     SCALED    
 PB0641* NAVD 88     -      1440.716  (meters)    4726.75   (feet)  ADJUSTED  
 PB0641  ___________________________________________________________________
 PB0641  GEOID HEIGHT-         -21.33  (meters)                     GEOID03
 PB0641  DYNAMIC HT  -        1439.925 (meters)    4724.15  (feet)  COMP
 PB0641  MODELED GRAV-     980,020.2   (mgal)                       NAVD 88
 PB0641
 PB0641  VERT ORDER  -  FIRST     CLASS II
 PB0641
 PB0641.The horizontal coordinates were scaled from a topographic map and have
 PB0641.an estimated accuracy of +/- 6 seconds.
 PB0641
 PB0641.The orthometric height was determined by differential leveling
 PB0641.and adjusted in June 1991.
 PB0641
 PB0641.The geoid height was determined by GEOID03.
 PB0641
 PB0641.The dynamic height is computed by dividing the NAVD 88
 PB0641.geopotential number by the normal gravity value computed on the
 PB0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0641.degrees latitude (g = 980.6199 gals.).
 PB0641
 PB0641.The modeled gravity was interpolated from observed gravity values.
 PB0641
 PB0641;                    North         East    Units  Estimated Accuracy
 PB0641;SPC OR S     -   181,250.    1,397,330.      MT  (+/- 180 meters Scaled)
 PB0641
 PB0641                          SUPERSEDED SURVEY CONTROL
 PB0641
 PB0641.No superseded survey control is available for this station.
 PB0641
 PB0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFN001939(NAD 83)
 PB0641_MARKER: I = METAL ROD
 PB0641_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PB0641_SP_SET: STAINLESS STEEL ROD
 PB0641_STAMPING: D 790 1988
 PB0641_MARK LOGO: NGS   
 PB0641_PROJECTION: FLUSH
 PB0641_MAGNETIC: I = MARKER IS A STEEL ROD
 PB0641_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PB0641+STABILITY: POSITION/ELEVATION WELL
 PB0641_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PB0641+SATELLITE: SATELLITE OBSERVATIONS - 1988
 PB0641_ROD/PIPE-DEPTH: 14.0 meters
 PB0641
 PB0641  HISTORY     - Date     Condition        Report By
 PB0641  HISTORY     - 1988     MONUMENTED       NGS
 PB0641
 PB0641                          STATION DESCRIPTION
 PB0641
 PB0641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 PB0641'8.7 KM (5.40 MI) NORTHERLY ALONG U.S. HIGHWAY 97 FROM THE POST OFFICE
 PB0641'IN CHEMULT, 24.9 M (81.7 FT) SOUTHEAST OF THE CENTERLINE OF THE
 PB0641'HIGHWAY, 0.3 M (1.0 FT) NORTHWEST OF A WITNESS POST, AND LEVEL WITH
 PB0641'THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 PB0641'LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0673 ***********************************************************************
 PB0673  DESIGNATION -  D 791
 PB0673  PID         -  PB0673
 PB0673  STATE/COUNTY-  OR/DESCHUTES
 PB0673  USGS QUAD   -  ANNS BUTTE (1981)
 PB0673
 PB0673                         *CURRENT SURVEY CONTROL
 PB0673  ___________________________________________________________________
 PB0673* NAD 83(1986)-  43 48 17.     (N)    121 26 10.     (W)     SCALED    
 PB0673* NAVD 88     -      1291.151  (meters)    4236.05   (feet)  ADJUSTED  
 PB0673  ___________________________________________________________________
 PB0673  GEOID HEIGHT-         -20.72  (meters)                     GEOID03
 PB0673  DYNAMIC HT  -        1290.562 (meters)    4234.12  (feet)  COMP
 PB0673  MODELED GRAV-     980,118.3   (mgal)                       NAVD 88
 PB0673
 PB0673  VERT ORDER  -  FIRST     CLASS II
 PB0673
 PB0673.The horizontal coordinates were scaled from a topographic map and have
 PB0673.an estimated accuracy of +/- 6 seconds.
 PB0673
 PB0673.The orthometric height was determined by differential leveling
 PB0673.and adjusted in June 1991.
 PB0673
 PB0673.The geoid height was determined by GEOID03.
 PB0673
 PB0673.The dynamic height is computed by dividing the NAVD 88
 PB0673.geopotential number by the normal gravity value computed on the
 PB0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0673.degrees latitude (g = 980.6199 gals.).
 PB0673
 PB0673.The modeled gravity was interpolated from observed gravity values.
 PB0673
 PB0673;                    North         East    Units  Estimated Accuracy
 PB0673;SPC OR S     -   237,930.    1,424,680.      MT  (+/- 180 meters Scaled)
 PB0673
 PB0673                          SUPERSEDED SURVEY CONTROL
 PB0673
 PB0673.No superseded survey control is available for this station.
 PB0673
 PB0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP257513(NAD 83)
 PB0673_MARKER: I = METAL ROD
 PB0673_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PB0673_SP_SET: STAINLESS STEEL ROD
 PB0673_STAMPING: D 791 1988
 PB0673_MARK LOGO: NGS   
 PB0673_PROJECTION: FLUSH
 PB0673_MAGNETIC: I = MARKER IS A STEEL ROD
 PB0673_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PB0673_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PB0673+SATELLITE: SATELLITE OBSERVATIONS - 1988
 PB0673_ROD/PIPE-DEPTH: 3.4  meters
 PB0673
 PB0673  HISTORY     - Date     Condition        Report By
 PB0673  HISTORY     - 1988     MONUMENTED       NGS
 PB0673
 PB0673                          STATION DESCRIPTION
 PB0673
 PB0673'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 PB0673'16.2 KM (10.05 MI) NORTHERLY ALONG U.S. HIGHWAY 97 FROM THE POST
 PB0673'OFFICE IN LAPINE, 1.1 KM (0.70 MI) NORTH OF THE INTERSECTION OF NORTH
 PB0673'MCKAY BUTTE ROAD, 46.3 M (151.9 FT) SOUTHEAST OF THE CENTERLINE OF
 PB0673'THE HIGHWAY, 0.3 M (1.0 FT) NORTHWEST OF A WITNESS POST, AND LEVEL
 PB0673'WITH THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 PB0673'5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1085 ***********************************************************************
 QE1085  DESIGNATION -  D 80
 QE1085  PID         -  QE1085
 QE1085  STATE/COUNTY-  OR/LINCOLN
 QE1085  USGS QUAD   -  NEWPORT SOUTH (1984)
 QE1085
 QE1085                         *CURRENT SURVEY CONTROL
 QE1085  ___________________________________________________________________
 QE1085* NAD 83(1986)-  44 32 38.     (N)    124 04 23.     (W)     SCALED    
 QE1085* NAVD 88     -         7.479  (meters)      24.54   (feet)  ADJUSTED  
 QE1085  ___________________________________________________________________
 QE1085  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 QE1085  DYNAMIC HT  -           7.479 (meters)      24.54  (feet)  COMP
 QE1085  MODELED GRAV-     980,578.8   (mgal)                       NAVD 88
 QE1085
 QE1085  VERT ORDER  -  FIRST     CLASS II
 QE1085
 QE1085.The horizontal coordinates were scaled from a topographic map and have
 QE1085.an estimated accuracy of +/- 6 seconds.
 QE1085
 QE1085.The orthometric height was determined by differential leveling
 QE1085.and adjusted in June 1991.
 QE1085.WARNING-Repeat measurements at this control monument indicate possible
 QE1085.vertical movement.
 QE1085
 QE1085.The geoid height was determined by GEOID03.
 QE1085
 QE1085.The dynamic height is computed by dividing the NAVD 88
 QE1085.geopotential number by the normal gravity value computed on the
 QE1085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1085.degrees latitude (g = 980.6199 gals.).
 QE1085
 QE1085.The modeled gravity was interpolated from observed gravity values.
 QE1085
 QE1085;                    North         East    Units  Estimated Accuracy
 QE1085;SPC OR N     -   103,760.    2,216,160.      MT  (+/- 180 meters Scaled)
 QE1085
 QE1085                          SUPERSEDED SURVEY CONTROL
 QE1085
 QE1085  NGVD 29 (??/??/92)    6.462  (m)           21.20   (f) ADJ UNCH    1 2
 QE1085
 QE1085.Superseded values are not recommended for survey control.
 QE1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1085.See file dsdata.txt to determine how the superseded data were derived.
 QE1085
 QE1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ147328(NAD 83)
 QE1085_MARKER: DD = SURVEY DISK
 QE1085_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QE1085_SP_SET: HEADWALL
 QE1085_STAMPING: D 80 1933
 QE1085_MARK LOGO: CGS   
 QE1085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE1085+STABILITY: SURFACE MOTION
 QE1085
 QE1085  HISTORY     - Date     Condition        Report By
 QE1085  HISTORY     - 1933     MONUMENTED       ORDT
 QE1085  HISTORY     - 1933     GOOD             NGS
 QE1085  HISTORY     - 1988     GOOD             NGS
 QE1085  HISTORY     - 1990     GOOD             USPSQD
 QE1085
 QE1085                          STATION DESCRIPTION
 QE1085
 QE1085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 QE1085'6.7 MI S FROM NEWPORT.
 QE1085'15 FEET WEST OF CENTER LINE OF OREGON COAST HIGHWAY IN THE NORTHWEST
 QE1085'CORNER OF CONCRETE CULVERT.  10 FEET ABOVE THE HIGH WATER LINE.  100
 QE1085'FEET WEST OF THE WOODEN TRESTLE OF THE OLD SPRUCE RAIL ROAD.
 QE1085
 QE1085                          STATION RECOVERY (1988)
 QE1085
 QE1085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QE1085'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  11.2 KM
 QE1085'(6.95 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM ITS JUNCTION WITH U.S.
 QE1085'HIGHWAY 20 IN NEWPORT, IN TOP OF AND 0.25 M (0.8 FT) SOUTH OF THE
 QE1085'NORTH END OF THE WEST CONCRETE HEADWALL OF A CULVERT SPANNING LOST
 QE1085'CREEK, AND 5.3 M (17.4 FT) WEST OF THE CENTERLINE OF THE HIGHWAY.
 QE1085'THE MARK IS 0.1 M ABOVE THE HIGHWAY.
 QE1085
 QE1085                          STATION RECOVERY (1990)
 QE1085
 QE1085'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCB)
 QE1085'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0440 ***********************************************************************
 RB0440  DESIGNATION -  D 81
 RB0440  PID         -  RB0440
 RB0440  STATE/COUNTY-  OR/UMATILLA
 RB0440  USGS QUAD   -  MISSION (1974)
 RB0440
 RB0440                         *CURRENT SURVEY CONTROL
 RB0440  ___________________________________________________________________
 RB0440* NAD 83(1986)-  45 43 30.     (N)    118 39 25.     (W)     SCALED    
 RB0440* NAVD 88     -       399.985  (meters)    1312.28   (feet)  ADJUSTED  
 RB0440  ___________________________________________________________________
 RB0440  GEOID HEIGHT-         -20.65  (meters)                     GEOID03
 RB0440  DYNAMIC HT  -         399.944 (meters)    1312.15  (feet)  COMP
 RB0440  MODELED GRAV-     980,502.1   (mgal)                       NAVD 88
 RB0440
 RB0440  VERT ORDER  -  FIRST     CLASS II
 RB0440
 RB0440.The horizontal coordinates were scaled from a topographic map and have
 RB0440.an estimated accuracy of +/- 6 seconds.
 RB0440
 RB0440.The orthometric height was determined by differential leveling
 RB0440.and adjusted in June 1991.
 RB0440
 RB0440.The geoid height was determined by GEOID03.
 RB0440
 RB0440.The dynamic height is computed by dividing the NAVD 88
 RB0440.geopotential number by the normal gravity value computed on the
 RB0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0440.degrees latitude (g = 980.6199 gals.).
 RB0440
 RB0440.The modeled gravity was interpolated from observed gravity values.
 RB0440
 RB0440;                    North         East    Units  Estimated Accuracy
 RB0440;SPC OR N     -   230,370.    2,643,450.      MT  (+/- 180 meters Scaled)
 RB0440
 RB0440                          SUPERSEDED SURVEY CONTROL
 RB0440
 RB0440  NGVD 29 (??/??/92)  398.953  (m)         1308.90   (f) ADJ UNCH    1 2
 RB0440
 RB0440.Superseded values are not recommended for survey control.
 RB0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0440.See file dsdata.txt to determine how the superseded data were derived.
 RB0440
 RB0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL710648(NAD 83)
 RB0440_MARKER: DB = BENCH MARK DISK
 RB0440_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RB0440_SP_SET: MONUMENT
 RB0440_STAMPING: D 81 1933
 RB0440_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RB0440
 RB0440  HISTORY     - Date     Condition        Report By
 RB0440  HISTORY     - 1933     MONUMENTED       CGS
 RB0440  HISTORY     - 1964     GOOD             NGS
 RB0440
 RB0440                          STATION DESCRIPTION
 RB0440
 RB0440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 RB0440'7.7 MI NE FROM PENDLETON.
 RB0440'FROM THE PENDLETON POST OFFICE GO EAST ON U.S. HIGHWAY 30 FOR 1.3
 RB0440'MILES TO THE JUNCTION WITH STATE HIGHWAY 11. TURN LEFT AND GO
 RB0440'NORTHEAST ON STATE HIGHWAY 11 FOR 0.7 MILE TO THE PENDLETON-HELIX ROAD
 RB0440'ON THE LEFT, TURN LEFT AND GO NORTH ON THE PENDLETON HELIX ROAD FOR
 RB0440'5.7 MILES TO THE HAVANA SIDING AND THE BENCH MARK ON THE RIGHT 400
 RB0440'FEET SOUTHEAST OF THE ROAD, 275 FEET NORTHEAST OF RAILROAD MILE POST
 RB0440'NO.7, 84 FEET FEET SOUTHEAST OF THE ROAD, 275 FEET NORTHEAST OF
 RB0440'RAILROAD MILE POST NO. 7,84 FEET NORTHEAST OF THE NORTH CORNER OF THE
 RB0440'ELEVATOR, 60 FEET NORATHEAST OF THE CENTER OF AN ABANDONED ROAD, 14
 RB0440'FEET NORTHWEST OF THE NEAREST RAIL OF THE RAILROAD, 6 1/2 FEET
 RB0440'SOUATHEAST OF A FE OF A FENCE AND 1 FOOT NORTH OF A METAL WITNESS
 RB0440'POST. THE MONUMENT PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0588 ***********************************************************************
 RA0588  DESIGNATION -  D 83
 RA0588  PID         -  RA0588
 RA0588  STATE/COUNTY-  OR/WALLOWA
 RA0588  USGS QUAD   -  HICKS SPRING (1990)
 RA0588
 RA0588                         *CURRENT SURVEY CONTROL
 RA0588  ___________________________________________________________________
 RA0588* NAD 83(1986)-  45 34 27.     (N)    117 15 15.     (W)     SCALED    
 RA0588* NAVD 88     -      1290.645  (meters)    4234.39   (feet)  POSTED    
 RA0588  ___________________________________________________________________
 RA0588  GEOID HEIGHT-         -16.37  (meters)                     GEOID03
 RA0588  DYNAMIC HT  -        1290.280 (meters)    4233.19  (feet)  COMP
 RA0588  MODELED GRAV-     980,289.2   (mgal)                       NAVD 88
 RA0588
 RA0588  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 RA0588
 RA0588.The horizontal coordinates were scaled from a topographic map and have
 RA0588.an estimated accuracy of +/- 6 seconds.
 RA0588
 RA0588.The orthometric height was determined by differential leveling
 RA0588.and adjusted by the  in 1992.
 RA0588.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 RA0588.rate of 2.1 thru 3.0 mm/km.
 RA0588
 RA0588.The geoid height was determined by GEOID03.
 RA0588
 RA0588.The dynamic height is computed by dividing the NAVD 88
 RA0588.geopotential number by the normal gravity value computed on the
 RA0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0588.degrees latitude (g = 980.6199 gals.).
 RA0588
 RA0588.The modeled gravity was interpolated from observed gravity values.
 RA0588
 RA0588;                    North         East    Units  Estimated Accuracy
 RA0588;SPC OR N     -   217,060.    2,753,270.      MT  (+/- 180 meters Scaled)
 RA0588
 RA0588                          SUPERSEDED SURVEY CONTROL
 RA0588
 RA0588  NGVD 29 (??/??/92) 1289.430  (m)         4230.40   (f) ADJ UNCH    2 0
 RA0588
 RA0588.Superseded values are not recommended for survey control.
 RA0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0588.See file dsdata.txt to determine how the superseded data were derived.
 RA0588
 RA0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML801467(NAD 83)
 RA0588_MARKER: DD = SURVEY DISK
 RA0588_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RA0588_SP_SET: CULVERT
 RA0588_STAMPING: D 83 1934
 RA0588_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RA0588
 RA0588  HISTORY     - Date     Condition        Report By
 RA0588  HISTORY     - 1934     MONUMENTED       ORDT
 RA0588  HISTORY     - 1934     GOOD             NGS
 RA0588  HISTORY     - 1954     MARK NOT FOUND   NGS
 RA0588
 RA0588                          STATION DESCRIPTION
 RA0588
 RA0588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RA0588'11.4 MI N FROM ENTERPRISE.
 RA0588'11.4 MILES NORTH ALONG STATE HWY. 3 FROM COURTHOUSE ALONG THE RIGHT OF
 RA0588'WAY STATE HWY. 3, SET IN S.E. HEAD WALL OF CULVERT, 14 FEET EAST OF
 RA0588'THE CENTERLINE OF HWY.
 RA0588
 RA0588                          STATION RECOVERY (1954)
 RA0588
 RA0588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 RA0588'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0632 ***********************************************************************
 RA0632  DESIGNATION -  D 84
 RA0632  PID         -  RA0632
 RA0632  STATE/COUNTY-  OR/WALLOWA
 RA0632  USGS QUAD   -  EVANS (1990)
 RA0632
 RA0632                         *CURRENT SURVEY CONTROL
 RA0632  ___________________________________________________________________
 RA0632* NAD 83(1986)-  45 31 54.     (N)    117 28 50.     (W)     SCALED    
 RA0632* NAVD 88     -       942.564  (meters)    3092.40   (feet)  ADJUSTED  
 RA0632  ___________________________________________________________________
 RA0632  GEOID HEIGHT-         -16.81  (meters)                     GEOID03
 RA0632  DYNAMIC HT  -         942.333 (meters)    3091.64  (feet)  COMP
 RA0632  MODELED GRAV-     980,339.9   (mgal)                       NAVD 88
 RA0632
 RA0632  VERT ORDER  -  SECOND    CLASS 0
 RA0632
 RA0632.The horizontal coordinates were scaled from a topographic map and have
 RA0632.an estimated accuracy of +/- 6 seconds.
 RA0632
 RA0632.The orthometric height was determined by differential leveling
 RA0632.and adjusted in June 1991.
 RA0632
 RA0632.The geoid height was determined by GEOID03.
 RA0632
 RA0632.The dynamic height is computed by dividing the NAVD 88
 RA0632.geopotential number by the normal gravity value computed on the
 RA0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0632.degrees latitude (g = 980.6199 gals.).
 RA0632
 RA0632.The modeled gravity was interpolated from observed gravity values.
 RA0632
 RA0632;                    North         East    Units  Estimated Accuracy
 RA0632;SPC OR N     -   211,650.    2,735,790.      MT  (+/- 180 meters Scaled)
 RA0632
 RA0632                          SUPERSEDED SURVEY CONTROL
 RA0632
 RA0632  NGVD 29 (??/??/92)  941.414  (m)         3088.62   (f) ADJ UNCH    2 0
 RA0632
 RA0632.Superseded values are not recommended for survey control.
 RA0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0632.See file dsdata.txt to determine how the superseded data were derived.
 RA0632
 RA0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML624421(NAD 83)
 RA0632_MARKER: DB = BENCH MARK DISK
 RA0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RA0632_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RA0632_STAMPING: D 84 1934
 RA0632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0632+STABILITY: SURFACE MOTION
 RA0632
 RA0632  HISTORY     - Date     Condition        Report By
 RA0632  HISTORY     - 1934     MONUMENTED       CGS
 RA0632  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RA0632
 RA0632                          STATION DESCRIPTION
 RA0632
 RA0632'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RA0632'4.0 MI NW FROM LOSTINE.
 RA0632'4.0 MILES NORTHWEST ALONG STATE HWY. 82 FROM POST OFFICE ALONG THE
 RA0632'RIGHT OF WAY OF STATE HWY 82, 150 YARDS N.W. OF LANE LEADING N.E. FROM
 RA0632'HIGHWAY, 13 FEET N.W. OF GATE LEADING TO FIELD USED FOR GRAVEL STORAGE
 RA0632'BY HIGHWAY DEPT, 34 FEET N.E. OF CENTERLINE OF HIGHWAY, 1 FOOT S.W. OF
 RA0632'R.O.W. FENCE.
 RA0632
 RA0632                          STATION RECOVERY (1987)
 RA0632
 RA0632'RECOVERY NOTE BY US POWER SQUADRON 1987 (DEK)
 RA0632'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0785 ***********************************************************************
 RB0785  DESIGNATION -  D 86
 RB0785  PID         -  RB0785
 RB0785  STATE/COUNTY-  OR/MORROW
 RB0785  USGS QUAD   -  SKINNERS FORK (1968)
 RB0785
 RB0785                         *CURRENT SURVEY CONTROL
 RB0785  ___________________________________________________________________
 RB0785* NAD 83(1986)-  45 21 36.     (N)    119 24 07.     (W)     SCALED    
 RB0785* NAVD 88     -       777.565  (meters)    2551.06   (feet)  ADJUSTED  
 RB0785  ___________________________________________________________________
 RB0785  GEOID HEIGHT-         -20.39  (meters)                     GEOID03
 RB0785  DYNAMIC HT  -         777.389 (meters)    2550.48  (feet)  COMP
 RB0785  MODELED GRAV-     980,365.3   (mgal)                       NAVD 88
 RB0785
 RB0785  VERT ORDER  -  SECOND    CLASS 0
 RB0785
 RB0785.The horizontal coordinates were scaled from a topographic map and have
 RB0785.an estimated accuracy of +/- 6 seconds.
 RB0785
 RB0785.The orthometric height was determined by differential leveling
 RB0785.and adjusted in June 1991.
 RB0785
 RB0785.The geoid height was determined by GEOID03.
 RB0785
 RB0785.The dynamic height is computed by dividing the NAVD 88
 RB0785.geopotential number by the normal gravity value computed on the
 RB0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0785.degrees latitude (g = 980.6199 gals.).
 RB0785
 RB0785.The modeled gravity was interpolated from observed gravity values.
 RB0785
 RB0785;                    North         East    Units  Estimated Accuracy
 RB0785;SPC OR N     -   188,750.    2,586,020.      MT  (+/- 180 meters Scaled)
 RB0785
 RB0785                          SUPERSEDED SURVEY CONTROL
 RB0785
 RB0785  NGVD 29 (??/??/92)  776.444  (m)         2547.38   (f) ADJ UNCH    2 0
 RB0785
 RB0785.Superseded values are not recommended for survey control.
 RB0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0785.See file dsdata.txt to determine how the superseded data were derived.
 RB0785
 RB0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL118257(NAD 83)
 RB0785_MARKER: DB = BENCH MARK DISK
 RB0785_SETTING: 0 = UNSPECIFIED SETTING
 RB0785_STAMPING: D 86 1934
 RB0785_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RB0785
 RB0785  HISTORY     - Date     Condition        Report By
 RB0785  HISTORY     - 1934     MONUMENTED       CGS
 RB0785
 RB0785                          STATION DESCRIPTION
 RB0785
 RB0785'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RB0785'7.8 MI E FROM HEPPNER.
 RB0785'7.8 MI. EAST FROM COURT HOUSE ALONG STATE HIGHWAY NO. 74, 50 YARDS
 RB0785'NORTH WEST OF NORTHWEST CORNER OF WOODEN BRIDGE ON ROAD LEADING SOUTH
 RB0785'FROM HIGHWAY.  38 FEET NORTH OF CENTER LINE OF HIGHWAY.  1 FOOT SOUTH
 RB0785'OF FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0864 ***********************************************************************
 RB0864  DESIGNATION -  D 87
 RB0864  PID         -  RB0864
 RB0864  STATE/COUNTY-  OR/MORROW
 RB0864  USGS QUAD   -  IONE SOUTH (1968)
 RB0864
 RB0864                         *CURRENT SURVEY CONTROL
 RB0864  ___________________________________________________________________
 RB0864* NAD 83(1986)-  45 29 36.     (N)    119 46 10.     (W)     SCALED    
 RB0864* NAVD 88     -       361.689  (meters)    1186.64   (feet)  ADJUSTED  
 RB0864  ___________________________________________________________________
 RB0864  GEOID HEIGHT-         -21.25  (meters)                     GEOID03
 RB0864  DYNAMIC HT  -         361.650 (meters)    1186.51  (feet)  COMP
 RB0864  MODELED GRAV-     980,499.8   (mgal)                       NAVD 88
 RB0864
 RB0864  VERT ORDER  -  SECOND    CLASS 0
 RB0864
 RB0864.The horizontal coordinates were scaled from a topographic map and have
 RB0864.an estimated accuracy of +/- 6 seconds.
 RB0864
 RB0864.The orthometric height was determined by differential leveling
 RB0864.and adjusted in June 1991.
 RB0864
 RB0864.The geoid height was determined by GEOID03.
 RB0864
 RB0864.The dynamic height is computed by dividing the NAVD 88
 RB0864.geopotential number by the normal gravity value computed on the
 RB0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0864.degrees latitude (g = 980.6199 gals.).
 RB0864
 RB0864.The modeled gravity was interpolated from observed gravity values.
 RB0864
 RB0864;                    North         East    Units  Estimated Accuracy
 RB0864;SPC OR N     -   203,240.    2,557,100.      MT  (+/- 180 meters Scaled)
 RB0864
 RB0864                          SUPERSEDED SURVEY CONTROL
 RB0864
 RB0864  NGVD 29 (??/??/92)  360.653  (m)         1183.24   (f) ADJ UNCH    2 0
 RB0864
 RB0864.Superseded values are not recommended for survey control.
 RB0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0864.See file dsdata.txt to determine how the superseded data were derived.
 RB0864
 RB0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKL836414(NAD 83)
 RB0864_MARKER: DD = SURVEY DISK
 RB0864_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RB0864_SP_SET: ABUTMENT
 RB0864_STAMPING: D 87 1182 1927
 RB0864_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RB0864
 RB0864  HISTORY     - Date     Condition        Report By
 RB0864  HISTORY     - 1927     MONUMENTED       PG+E
 RB0864  HISTORY     - 1959     GOOD             NGS
 RB0864
 RB0864                          STATION DESCRIPTION
 RB0864
 RB0864'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RB0864'3.0 MI E FROM IONE.
 RB0864'3.0 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 RB0864'IONE, 378 FEET SOUTH OF THE SOUTH RAIL, IN TOP OF THE WEST END OF THE
 RB0864'NORTH CONCRETE ABUTMENT OF A WOODEN BRIDGE OVER WILLOW CREEK, 11 FEET
 RB0864'WEST OF THE CENTER LINE OF RHEA CREEK ROAD, AND ABOUT LEVEL WITH THE
 RB0864'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0006 ***********************************************************************
 RC0006  DESIGNATION -  D 88
 RC0006  PID         -  RC0006
 RC0006  STATE/COUNTY-  OR/GILLIAM
 RC0006  USGS QUAD   -  HORN BUTTE (1964)
 RC0006
 RC0006                         *CURRENT SURVEY CONTROL
 RC0006  ___________________________________________________________________
 RC0006* NAD 83(1986)-  45 44 09.     (N)    120 01 47.     (W)     SCALED    
 RC0006* NAVD 88     -       106.206  (meters)     348.44   (feet)  ADJUSTED  
 RC0006  ___________________________________________________________________
 RC0006  GEOID HEIGHT-         -21.75  (meters)                     GEOID03
 RC0006  DYNAMIC HT  -         106.203 (meters)     348.43  (feet)  COMP
 RC0006  MODELED GRAV-     980,591.9   (mgal)                       NAVD 88
 RC0006
 RC0006  VERT ORDER  -  SECOND    CLASS 0
 RC0006
 RC0006.The horizontal coordinates were scaled from a topographic map and have
 RC0006.an estimated accuracy of +/- 6 seconds.
 RC0006
 RC0006.The orthometric height was determined by differential leveling
 RC0006.and adjusted in June 1991.
 RC0006
 RC0006.The geoid height was determined by GEOID03.
 RC0006
 RC0006.The dynamic height is computed by dividing the NAVD 88
 RC0006.geopotential number by the normal gravity value computed on the
 RC0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0006.degrees latitude (g = 980.6199 gals.).
 RC0006
 RC0006.The modeled gravity was interpolated from observed gravity values.
 RC0006
 RC0006;                    North         East    Units  Estimated Accuracy
 RC0006;SPC OR N     -   230,040.    2,536,600.      MT  (+/- 180 meters Scaled)
 RC0006
 RC0006                          SUPERSEDED SURVEY CONTROL
 RC0006
 RC0006  NGVD 29 (??/??/92)  105.199  (m)          345.14   (f) ADJ UNCH    2 0
 RC0006
 RC0006.Superseded values are not recommended for survey control.
 RC0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0006.See file dsdata.txt to determine how the superseded data were derived.
 RC0006
 RC0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGR310689(NAD 83)
 RC0006_MARKER: DB = BENCH MARK DISK
 RC0006_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RC0006_SP_SET: PIER
 RC0006_STAMPING: D 88 1934
 RC0006_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RC0006
 RC0006  HISTORY     - Date     Condition        Report By
 RC0006  HISTORY     - 1934     MONUMENTED       CGS
 RC0006
 RC0006                          STATION DESCRIPTION
 RC0006
 RC0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RC0006'4.7 MI S FROM HEPPNER JUNCTION.
 RC0006'4.7 MILES SOUTH FROM STATION, ALONG STATE HIGHWAY NO. 74, ON HIGHWAY
 RC0006'BRIDGE OVER WILLOW CREEK.  ON NORTH CONCRETE PIER.  ON EAST END OF
 RC0006'PIER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0602 ***********************************************************************
 QC0602  DESIGNATION -  D 89
 QC0602  PID         -  QC0602
 QC0602  STATE/COUNTY-  OR/WHEELER
 QC0602  USGS QUAD   -  WHITETAIL BUTTE (1995)
 QC0602
 QC0602                         *CURRENT SURVEY CONTROL
 QC0602  ___________________________________________________________________
 QC0602* NAD 83(1986)-  44 56 15.     (N)    119 41 59.     (W)     SCALED    
 QC0602* NAVD 88     -      1115.082  (meters)    3658.40   (feet)  ADJUSTED  
 QC0602  ___________________________________________________________________
 QC0602  GEOID HEIGHT-         -19.54  (meters)                     GEOID03
 QC0602  DYNAMIC HT  -        1114.762 (meters)    3657.35  (feet)  COMP
 QC0602  MODELED GRAV-     980,290.9   (mgal)                       NAVD 88
 QC0602
 QC0602  VERT ORDER  -  SECOND    CLASS 0
 QC0602
 QC0602.The horizontal coordinates were scaled from a topographic map and have
 QC0602.an estimated accuracy of +/- 6 seconds.
 QC0602
 QC0602.The orthometric height was determined by differential leveling
 QC0602.and adjusted in June 1991.
 QC0602
 QC0602.The geoid height was determined by GEOID03.
 QC0602
 QC0602.The dynamic height is computed by dividing the NAVD 88
 QC0602.geopotential number by the normal gravity value computed on the
 QC0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0602.degrees latitude (g = 980.6199 gals.).
 QC0602
 QC0602.The modeled gravity was interpolated from observed gravity values.
 QC0602
 QC0602;                    North         East    Units  Estimated Accuracy
 QC0602;SPC OR N     -   141,530.    2,563,160.      MT  (+/- 180 meters Scaled)
 QC0602
 QC0602                          SUPERSEDED SURVEY CONTROL
 QC0602
 QC0602  NGVD 29 (??/??/92) 1113.924  (m)         3654.60   (f) ADJ UNCH    2 0
 QC0602
 QC0602.Superseded values are not recommended for survey control.
 QC0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0602.See file dsdata.txt to determine how the superseded data were derived.
 QC0602
 QC0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKK869795(NAD 83)
 QC0602_MARKER: DB = BENCH MARK DISK
 QC0602_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QC0602_SP_SET: CULVERT
 QC0602_STAMPING: D 89 1934
 QC0602_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QC0602
 QC0602  HISTORY     - Date     Condition        Report By
 QC0602  HISTORY     - 1934     MONUMENTED       CGS
 QC0602  HISTORY     - 1962     GOOD             NGS
 QC0602
 QC0602                          STATION DESCRIPTION
 QC0602
 QC0602'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 QC0602'12.4 MI N FROM SPRAY.
 QC0602'REACHED FROM THE POST OFFICE AT SPRAY GO EAST AND NORTH ON STATE
 QC0602'HIGHWAY 207 FOR ABOUT 12.4 MILES TO A SOLID ROCK CLIFF ON THE RIGHT,
 QC0602'ABOUT 150 FEET NORTH OF A METAL TUBE CULVERT UNDER THE HIGHWAY, ABOUT
 QC0602'16 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 3 FEET
 QC0602'HIGHER THAN THE HIGHWAY.  SET VERTICALLY IN THE ROCK.  A LARGE BM IS
 QC0602'PAINTED NEAR-BY THE DISK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0792 ***********************************************************************
 NZ0792  DESIGNATION -  D 9
 NZ0792  PID         -  NZ0792
 NZ0792  STATE/COUNTY-  OR/DOUGLAS
 NZ0792  USGS QUAD   -  RABBIT MOUNTAIN (1990)
 NZ0792
 NZ0792                         *CURRENT SURVEY CONTROL
 NZ0792  ___________________________________________________________________
 NZ0792* NAD 83(1986)-  42 51 58.     (N)    123 35 15.     (W)     SCALED    
 NZ0792* NAVD 88     -       277.476  (meters)     910.35   (feet)  ADJUSTED  
 NZ0792  ___________________________________________________________________
 NZ0792  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 NZ0792  DYNAMIC HT  -         277.393 (meters)     910.08  (feet)  COMP
 NZ0792  MODELED GRAV-     980,313.2   (mgal)                       NAVD 88
 NZ0792
 NZ0792  VERT ORDER  -  FIRST     CLASS II
 NZ0792
 NZ0792.The horizontal coordinates were scaled from a topographic map and have
 NZ0792.an estimated accuracy of +/- 6 seconds.
 NZ0792
 NZ0792.The orthometric height was determined by differential leveling
 NZ0792.and adjusted in June 1991.
 NZ0792
 NZ0792.The geoid height was determined by GEOID03.
 NZ0792
 NZ0792.The dynamic height is computed by dividing the NAVD 88
 NZ0792.geopotential number by the normal gravity value computed on the
 NZ0792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0792.degrees latitude (g = 980.6199 gals.).
 NZ0792
 NZ0792.The modeled gravity was interpolated from observed gravity values.
 NZ0792
 NZ0792;                    North         East    Units  Estimated Accuracy
 NZ0792;SPC OR S     -   137,890.    1,247,780.      MT  (+/- 180 meters Scaled)
 NZ0792
 NZ0792                          SUPERSEDED SURVEY CONTROL
 NZ0792
 NZ0792  NGVD 29 (??/??/92)  276.441  (m)          906.96   (f) ADJ UNCH    1 2
 NZ0792
 NZ0792.Superseded values are not recommended for survey control.
 NZ0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0792.See file dsdata.txt to determine how the superseded data were derived.
 NZ0792
 NZ0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN520461(NAD 83)
 NZ0792_MARKER: DB = BENCH MARK DISK
 NZ0792_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NZ0792_SP_SET: CULVERT
 NZ0792_STAMPING: ELEV. 907.328 FT. D 9 1920
 NZ0792_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0792
 NZ0792  HISTORY     - Date     Condition        Report By
 NZ0792  HISTORY     - 1920     MONUMENTED       CGS
 NZ0792  HISTORY     - 1954     GOOD             NGS
 NZ0792
 NZ0792                          STATION DESCRIPTION
 NZ0792
 NZ0792'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NZ0792'2.7 MI SW FROM DADS CREEK.
 NZ0792'2.7 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 NZ0792'THE SECTION HOUSE AT DADS CREEK, AT CULVERT 526.7, IN THE TOP OF THE
 NZ0792'EAST END OF THE SOUTH CONCRETE HEAD WALL, 12.5 FEET SOUTH OF THE SOUTH
 NZ0792'RAIL, AND ABOUT 4 FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1398 ***********************************************************************
 SC1398  DESIGNATION -  D 9 RESET
 SC1398  PID         -  SC1398
 SC1398  STATE/COUNTY-  OR/COLUMBIA
 SC1398  USGS QUAD   -  RAINIER (1990)
 SC1398
 SC1398                         *CURRENT SURVEY CONTROL
 SC1398  ___________________________________________________________________
 SC1398* NAD 83(1991)-  46 04 44.13088(N)    122 54 22.52195(W)     ADJUSTED  
 SC1398* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 SC1398  ___________________________________________________________________
 SC1398  LAPLACE CORR-          -3.81  (seconds)                    DEFLEC99
 SC1398  GEOID HEIGHT-         -21.63  (meters)                     GEOID03
 SC1398  HORZ ORDER  -  THIRD
 SC1398
 SC1398.The horizontal coordinates were established by classical geodetic methods
 SC1398.and adjusted by the National Geodetic Survey in October 1991.
 SC1398
 SC1398.The orthometric height was scaled from a topographic map.
 SC1398
 SC1398.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1398
 SC1398.The geoid height was determined by GEOID03.
 SC1398
 SC1398;                    North         East     Units Scale Factor Converg.
 SC1398;SPC OR N     -   270,839.218 2,313,892.269   MT  1.00002103   -1 42 23.3
 SC1398;SPC OR N     -   888,580.11  7,591,510.07   iFT  1.00002103   -1 42 23.3
 SC1398;SPC WA S     -    85,711.163   313,906.212   MT  0.99995337   -1 44 52.4
 SC1398;SPC WA S     -   281,204.04  1,029,873.96   sFT  0.99995337   -1 44 52.4
 SC1398;UTM  10      - 5,102,820.960   507,248.479   MT  0.99960065   +0 04 03.1
 SC1398
 SC1398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1398!SPC OR N     -   1.00000261  x   1.00002103  =   1.00002364
 SC1398!SPC WA S     -   1.00000261  x   0.99995337  =   0.99995598
 SC1398!UTM  10      -   1.00000261  x   0.99960065  =   0.99960325
 SC1398
 SC1398:                Primary Azimuth Mark                     Grid Az
 SC1398:SPC OR N     -  COWLITZ 2 USE 1912                       348 48 32.4
 SC1398:SPC WA S     -  COWLITZ 2 USE 1912                       348 51 01.5
 SC1398:UTM  10      -  COWLITZ 2 USE 1912                       347 02 06.0
 SC1398
 SC1398|---------------------------------------------------------------------|
 SC1398| PID    Reference Object                     Distance      Geod. Az  |
 SC1398|                                                           dddmmss.s |
 SC1398| SC1406 COWLITZ 2 USE 1912                  APPROX. 2.3 KM 3470609.1 |
 SC1398|---------------------------------------------------------------------|
 SC1398
 SC1398                          SUPERSEDED SURVEY CONTROL
 SC1398
 SC1398  NAD 83(1986)-  46 04 44.14714(N)    122 54 22.51794(W) AD(       ) 3
 SC1398  NAD 27      -  46 04 44.73873(N)    122 54 18.12394(W) AD(       ) 3
 SC1398
 SC1398.Superseded values are not recommended for survey control.
 SC1398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1398.See file dsdata.txt to determine how the superseded data were derived.
 SC1398
 SC1398_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES0724802821(NAD 83)
 SC1398_MARKER: DD = SURVEY DISK
 SC1398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC1398_STAMPING: D 9 USE 1912 1980
 SC1398_MARK LOGO: NGS   
 SC1398_MAGNETIC: N = NO MAGNETIC MATERIAL
 SC1398_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC1398
 SC1398  HISTORY     - Date     Condition        Report By
 SC1398  HISTORY     - 1980     MONUMENTED       NGS
 SC1398
 SC1398                          STATION DESCRIPTION
 SC1398
 SC1398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 SC1398'THE CONCRETE MONUMENT WITH ABOUT 1 INCH OF THE IRON PIPE WAS
 SC1398'RECOVERED.  THE DISK WAS MISSING.  A NEW CENTERMARK AND 2 REFERENCE
 SC1398'MARKS WERE ESTABLISHED AT THIS TIME.
 SC1398'
 SC1398'THE STATION IS LOCATED ABOUT 2 MILES SOUTHEAST OF RAINIER, ON A SHARP
 SC1398'RIDGE BETWEEN THE TRACKS AND THE RAILROAD.
 SC1398'
 SC1398'TO REACH THE STATION FROM THE CITY HALL IN RAINIER GO EAST AND SOUTH
 SC1398'1.95 MILES, TURN LEFT ON LAURALWOOD RD AND GO 0.05 MILE TO A ROAD
 SC1398'FORK, KEEP LEFT ON LAURALWOOD RD AND GO 0.3 MILE TO THE END OF
 SC1398'PAVEMENT AND A FORK, KEEP LEFT AND GO 0.05 MILE TO A ROAD FORK.  KEEP
 SC1398'LEFT AND GO 0.2 MILE TO A PRIVATE RESIDENCE AND END OF TRUCK TRAVEL.
 SC1398'PACK NORTHEAST DOWN A TRAIL ON THE EAST SIDE OF THE HOUSE TO THE
 SC1398'RAILROAD TRACK THEN NORTHWEST ABOUT 800 FEET TO THE STATION ON A BANK
 SC1398'BETWEEN THE RAILROAD AND THE RIVER.
 SC1398'
 SC1398'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED---D
 SC1398'9 USE 1912 1980---SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30
 SC1398'CM (12 INCHES) ON SIDE PROJECTING 3 CM (1 INCH) ABOVE THE GROUND
 SC1398'LOCATED 32.0 METERS (105 FEET) NNW FROM RAILROAD CULVERT NUMBER A-44
 SC1398'17, 15.2 METERS (50 FEET) NE FROM THE RAILROAD TRACK, 2.7 METERS (9
 SC1398'FEET) SW FROM THE TOP EDGE OF THE BANK, AND 0.76 METER (2.5 FEET) SW
 SC1398'FROM A METAL WITNESS POST.
 SC1398'
 SC1398'REFERENCE MARK NO. 1 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 SC1398'STAMPED---D 9 USE 1912 NO 1 1980---SET INTO THE TOP OF A ROUND
 SC1398'CONCRETE MONUMENT 20 CM (8 INCHES) IN DIAMETER PROJECTING 3 CM (1
 SC1398'INCH) ABOVE THE GROUND LOCATED 3.0 METERS (10 FEET) W FROM THE TOP
 SC1398'EDGE OF THE BLUFF, 3.0 METERS (10 FEET) E FROM A 10 INCH IN DIAMETER
 SC1398'CEDAR TREE, 2.7 METERS (9 FEET) N FROM A 20 INCH IN DIAMETER FIR
 SC1398'TREE, AND 0.6 METER (2 FEET) LOWER THAN THE STATION.
 SC1398'
 SC1398'REFERENCE MARK NO. 2 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 SC1398'STAMPED---D 9 USE 1912 NO 2 1980---SET INTO THE TOP OF A METAL PIPE
 SC1398'20 CM (8 INCHES) IN DIAMETER PROJECTING 3 CM (1 INCH) ABOVE THE
 SC1398'GROUND LOCATED 2.4 METERS (8 FEET) SW FROM THE TOP EDGE OF THE BLUFF,
 SC1398'1.8 METERS (6 FEET) N FROM A 30 INCH IN DIAMETER FIR TREE, 0.3 METER
 SC1398'(1 FOOT) NE FROM TRAIL ALONG THE TOP OF THE BLUFF, AND 0.46 METER
 SC1398'(1.5 FEET) LOWER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0057 ***********************************************************************
 PB0057  DESIGNATION -  D 91
 PB0057  PID         -  PB0057
 PB0057  STATE/COUNTY-  OR/LAKE
 PB0057  USGS QUAD   -  MEAN ROCK WELL (1981)
 PB0057
 PB0057                         *CURRENT SURVEY CONTROL
 PB0057  ___________________________________________________________________
 PB0057* NAD 83(1986)-  43 23 06.     (N)    120 26 56.     (W)     SCALED    
 PB0057* NAVD 88     -      1313.671  (meters)    4309.94   (feet)  ADJUSTED  
 PB0057  ___________________________________________________________________
 PB0057  GEOID HEIGHT-         -20.26  (meters)                     GEOID03
 PB0057  DYNAMIC HT  -        1312.998 (meters)    4307.73  (feet)  COMP
 PB0057  MODELED GRAV-     980,061.8   (mgal)                       NAVD 88
 PB0057
 PB0057  VERT ORDER  -  SECOND    CLASS 0
 PB0057
 PB0057.The horizontal coordinates were scaled from a topographic map and have
 PB0057.an estimated accuracy of +/- 6 seconds.
 PB0057
 PB0057.The orthometric height was determined by differential leveling
 PB0057.and adjusted in June 1991.
 PB0057
 PB0057.The geoid height was determined by GEOID03.
 PB0057
 PB0057.The dynamic height is computed by dividing the NAVD 88
 PB0057.geopotential number by the normal gravity value computed on the
 PB0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0057.degrees latitude (g = 980.6199 gals.).
 PB0057
 PB0057.The modeled gravity was interpolated from observed gravity values.
 PB0057
 PB0057;                    North         East    Units  Estimated Accuracy
 PB0057;SPC OR S     -   190,880.    1,504,140.      MT  (+/- 180 meters Scaled)
 PB0057
 PB0057                          SUPERSEDED SURVEY CONTROL
 PB0057
 PB0057  NGVD 29 (??/??/92) 1312.442  (m)         4305.90   (f) ADJ UNCH    2 0
 PB0057
 PB0057.Superseded values are not recommended for survey control.
 PB0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0057.See file dsdata.txt to determine how the superseded data were derived.
 PB0057
 PB0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGP066067(NAD 83)
 PB0057_MARKER: DB = BENCH MARK DISK
 PB0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0057_STAMPING: D 91 1934
 PB0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0057+STABILITY: SURFACE MOTION
 PB0057
 PB0057  HISTORY     - Date     Condition        Report By
 PB0057  HISTORY     - 1934     MONUMENTED       CGS
 PB0057  HISTORY     - 1977     GOOD             USGS
 PB0057  HISTORY     - 19770506 GOOD             USPSQD
 PB0057
 PB0057                          STATION DESCRIPTION
 PB0057
 PB0057'DESCRIBED BY US GEOLOGICAL SURVEY 1977
 PB0057'21.7 MI NE FROM CHRISTMAS VALLEY.
 PB0057'TO REACH FROM CHRISTMAS VALLEY POST OFFICE, DRIVE E FOR 2 MI TO RD-T,
 PB0057'TURN LEFT AND FOLLOW MAIN RD FOR 13.3 MI TO RD-T, TURN LEFT AND DRIVE
 PB0057'N FOR 2 MI TO RD X-ING, TURN RIGHT AND DRIVE DUE E FOR 4.4 MI TO BENCH
 PB0057'MARK ON LEFT, 227 FT E OF RD X-ING, IN THE SW 1/4 OF SECTION 21, T25S,
 PB0057'R19E, 25 FT N OF RD.  A STANDARD DISK, STAMPED D 91 1934 AND SET IN
 PB0057'THE TOP OF A CONCRETE POST.
 PB0057
 PB0057                          STATION RECOVERY (1977)
 PB0057
 PB0057'RECOVERY NOTE BY US POWER SQUADRON 1977 (DHK)
 PB0057'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0317 ***********************************************************************
 PB0317  DESIGNATION -  D 92
 PB0317  PID         -  PB0317
 PB0317  STATE/COUNTY-  OR/LAKE
 PB0317  USGS QUAD   -  RODMAN ROCK (1968)
 PB0317
 PB0317                         *CURRENT SURVEY CONTROL
 PB0317  ___________________________________________________________________
 PB0317* NAD 83(1986)-  43 06 41.     (N)    121 20 42.     (W)     SCALED    
 PB0317* NAVD 88     -      1524.059  (meters)    5000.18   (feet)  ADJUSTED  
 PB0317  ___________________________________________________________________
 PB0317  GEOID HEIGHT-         -21.02  (meters)                     GEOID03
 PB0317  DYNAMIC HT  -        1523.181 (meters)    4997.30  (feet)  COMP
 PB0317  MODELED GRAV-     979,990.8   (mgal)                       NAVD 88
 PB0317
 PB0317  VERT ORDER  -  SECOND    CLASS 0
 PB0317
 PB0317.The horizontal coordinates were scaled from a topographic map and have
 PB0317.an estimated accuracy of +/- 6 seconds.
 PB0317
 PB0317.The orthometric height was determined by differential leveling
 PB0317.and adjusted in June 1991.
 PB0317
 PB0317.The geoid height was determined by GEOID03.
 PB0317
 PB0317.The dynamic height is computed by dividing the NAVD 88
 PB0317.geopotential number by the normal gravity value computed on the
 PB0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0317.degrees latitude (g = 980.6199 gals.).
 PB0317
 PB0317.The modeled gravity was interpolated from observed gravity values.
 PB0317
 PB0317;                    North         East    Units  Estimated Accuracy
 PB0317;SPC OR S     -   160,830.    1,431,230.      MT  (+/- 180 meters Scaled)
 PB0317
 PB0317                          SUPERSEDED SURVEY CONTROL
 PB0317
 PB0317  NGVD 29 (??/??/92) 1522.782  (m)         4995.99   (f) ADJ UNCH    2 0
 PB0317
 PB0317.Superseded values are not recommended for survey control.
 PB0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0317.See file dsdata.txt to determine how the superseded data were derived.
 PB0317
 PB0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFN346745(NAD 83)
 PB0317_MARKER: DB = BENCH MARK DISK
 PB0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0317_STAMPING: D 92 1934
 PB0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0317+STABILITY: SURFACE MOTION
 PB0317
 PB0317  HISTORY     - Date     Condition        Report By
 PB0317  HISTORY     - 1934     MONUMENTED       CGS
 PB0317  HISTORY     - 1968     MARK NOT FOUND   NGS
 PB0317
 PB0317                          STATION DESCRIPTION
 PB0317
 PB0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PB0317'16.1 MI SW FROM SILVER LAKE.
 PB0317'16.1 S. W. ALONG THE SILVER LAKE-KIRK ROAD FROM POST OFFICE.  ALONG
 PB0317'THE SILVER LAKE-KIRK ROAD, 0.3 MILES NORTH OF THE KLAMATH-LAKE COUNTY
 PB0317'LINE, 1.7 MILES WEST OF ANTELOPE FLAT SIGN BOARD, 0.9 MILES WEST OF
 PB0317'CATTLE GUARD, 5 FEET EAST OF CORNER POST AT CURVE IN FENCE, 20 FEET
 PB0317'NORTH OF CENTERLINE OF ROAD, 1 FOOT SOUTH OF FENCE.
 PB0317
 PB0317                          STATION RECOVERY (1968)
 PB0317
 PB0317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 PB0317'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0385 ***********************************************************************
 PB0385  DESIGNATION -  D 93
 PB0385  PID         -  PB0385
 PB0385  STATE/COUNTY-  OR/KLAMATH
 PB0385  USGS QUAD   -  ODELL BUTTE (1981)
 PB0385
 PB0385                         *CURRENT SURVEY CONTROL
 PB0385  ___________________________________________________________________
 PB0385* NAD 83(1986)-  43 24 20.     (N)    121 49 34.     (W)     SCALED    
 PB0385* NAVD 88     -      1402.761  (meters)    4602.23   (feet)  ADJUSTED  
 PB0385  ___________________________________________________________________
 PB0385  GEOID HEIGHT-         -21.28  (meters)                     GEOID03
 PB0385  DYNAMIC HT  -        1402.033 (meters)    4599.84  (feet)  COMP
 PB0385  MODELED GRAV-     980,051.3   (mgal)                       NAVD 88
 PB0385
 PB0385  VERT ORDER  -  SECOND    CLASS 0
 PB0385
 PB0385.The horizontal coordinates were scaled from a topographic map and have
 PB0385.an estimated accuracy of +/- 6 seconds.
 PB0385
 PB0385.The orthometric height was determined by differential leveling
 PB0385.and adjusted in June 1991.
 PB0385
 PB0385.The geoid height was determined by GEOID03.
 PB0385
 PB0385.The dynamic height is computed by dividing the NAVD 88
 PB0385.geopotential number by the normal gravity value computed on the
 PB0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0385.degrees latitude (g = 980.6199 gals.).
 PB0385
 PB0385.The modeled gravity was interpolated from observed gravity values.
 PB0385
 PB0385;                    North         East    Units  Estimated Accuracy
 PB0385;SPC OR S     -   194,010.    1,392,600.      MT  (+/- 180 meters Scaled)
 PB0385
 PB0385                          SUPERSEDED SURVEY CONTROL
 PB0385
 PB0385  NGVD 29 (??/??/92) 1401.470  (m)         4597.99   (f) ADJ UNCH    2 0
 PB0385
 PB0385.Superseded values are not recommended for survey control.
 PB0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0385.See file dsdata.txt to determine how the superseded data were derived.
 PB0385
 PB0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP950065(NAD 83)
 PB0385_MARKER: DB = BENCH MARK DISK
 PB0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0385_STAMPING: D 93 1934
 PB0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0385+STABILITY: SURFACE MOTION
 PB0385
 PB0385  HISTORY     - Date     Condition        Report By
 PB0385  HISTORY     - 1934     MONUMENTED       CGS
 PB0385  HISTORY     - 1956     GOOD             ORDT
 PB0385
 PB0385                          STATION DESCRIPTION
 PB0385
 PB0385'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1956
 PB0385'12.6 MI SE FROM ODELL LAKE LODGE.
 PB0385'ABOUT 12.6 MILES SOUTHEAST ALONG THE WILLAMETTE HIGHWAY FROM ODELL
 PB0385'LAKE LODGE, KLAMATH COUNTY, 100 FEET SOUTHEAST OF A CONCRETE TILE
 PB0385'CULVERT AND 40 FEET NORTHEAST OF THE HIGHWAY CENTERLINE.  A STANDARD
 PB0385'DISK STAMPED D 93 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0029 ***********************************************************************
 PC0029  DESIGNATION -  D 94
 PC0029  PID         -  PC0029
 PC0029  STATE/COUNTY-  OR/LANE
 PC0029  USGS QUAD   -  OAKRIDGE (1997)
 PC0029
 PC0029                         *CURRENT SURVEY CONTROL
 PC0029  ___________________________________________________________________
 PC0029* NAD 83(1986)-  43 43 47.     (N)    122 25 16.     (W)     SCALED    
 PC0029* NAVD 88     -       400.992  (meters)    1315.59   (feet)  ADJUSTED  
 PC0029  ___________________________________________________________________
 PC0029  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 PC0029  DYNAMIC HT  -         400.874 (meters)    1315.20  (feet)  COMP
 PC0029  MODELED GRAV-     980,314.2   (mgal)                       NAVD 88
 PC0029
 PC0029  VERT ORDER  -  SECOND    CLASS 0
 PC0029
 PC0029.The horizontal coordinates were scaled from a topographic map and have
 PC0029.an estimated accuracy of +/- 6 seconds.
 PC0029
 PC0029.The orthometric height was determined by differential leveling
 PC0029.and adjusted in June 1991.
 PC0029
 PC0029.The geoid height was determined by GEOID03.
 PC0029
 PC0029.The dynamic height is computed by dividing the NAVD 88
 PC0029.geopotential number by the normal gravity value computed on the
 PC0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0029.degrees latitude (g = 980.6199 gals.).
 PC0029
 PC0029.The modeled gravity was interpolated from observed gravity values.
 PC0029
 PC0029;                    North         East    Units  Estimated Accuracy
 PC0029;SPC OR S     -   230,950.    1,345,240.      MT  (+/- 180 meters Scaled)
 PC0029
 PC0029                          SUPERSEDED SURVEY CONTROL
 PC0029
 PC0029  NGVD 29 (??/??/92)  399.863  (m)         1311.88   (f) ADJ UNCH    2 0
 PC0029
 PC0029.Superseded values are not recommended for survey control.
 PC0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0029.See file dsdata.txt to determine how the superseded data were derived.
 PC0029
 PC0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP466420(NAD 83)
 PC0029_MARKER: DD = SURVEY DISK
 PC0029_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PC0029_SP_SET: CURB
 PC0029_STAMPING: D 94 1934
 PC0029_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PC0029
 PC0029  HISTORY     - Date     Condition        Report By
 PC0029  HISTORY     - 1934     MONUMENTED       BPR
 PC0029  HISTORY     - 1934     GOOD             NGS
 PC0029  HISTORY     - 1983     MARK NOT FOUND   USGS
 PC0029
 PC0029                          STATION DESCRIPTION
 PC0029
 PC0029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PC0029'2.4 MI SE FROM OAKRIDGE.
 PC0029'2.4 MILES SOUTHEAST, ALONG HIGHWAY.  ALONG THE SALT CREEK HIGHWAY, ON
 PC0029'WEST END OF CONCRETE HIGHWAY BRIDGE OVER SALT CREEK, ON NORTH SIDE OF
 PC0029'HIGHWAY, AND SET ON TOP OF CONCRETE CURBING.
 PC0029
 PC0029                          STATION RECOVERY (1983)
 PC0029
 PC0029'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 PC0029'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0950 ***********************************************************************
 QE0950  DESIGNATION -  D 95
 QE0950  PID         -  QE0950
 QE0950  STATE/COUNTY-  OR/LANE
 QE0950  USGS QUAD   -  NOTI (1984)
 QE0950
 QE0950                         *CURRENT SURVEY CONTROL
 QE0950  ___________________________________________________________________
 QE0950* NAD 83(1986)-  44 03 00.     (N)    123 23 17.     (W)     SCALED    
 QE0950* NAVD 88     -       120.000  (meters)     393.70   (feet)  ADJUSTED  
 QE0950  ___________________________________________________________________
 QE0950  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 QE0950  DYNAMIC HT  -         119.987 (meters)     393.66  (feet)  COMP
 QE0950  MODELED GRAV-     980,509.1   (mgal)                       NAVD 88
 QE0950
 QE0950  VERT ORDER  -  SECOND    CLASS 0
 QE0950
 QE0950.The horizontal coordinates were scaled from a topographic map and have
 QE0950.an estimated accuracy of +/- 6 seconds.
 QE0950
 QE0950.The orthometric height was determined by differential leveling
 QE0950.and adjusted in June 1991.
 QE0950
 QE0950.The geoid height was determined by GEOID03.
 QE0950
 QE0950.The dynamic height is computed by dividing the NAVD 88
 QE0950.geopotential number by the normal gravity value computed on the
 QE0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0950.degrees latitude (g = 980.6199 gals.).
 QE0950
 QE0950.The modeled gravity was interpolated from observed gravity values.
 QE0950
 QE0950;                    North         East    Units  Estimated Accuracy
 QE0950;SPC OR S     -   268,750.    1,268,600.      MT  (+/- 180 meters Scaled)
 QE0950
 QE0950                          SUPERSEDED SURVEY CONTROL
 QE0950
 QE0950  NGVD 29 (??/??/92)  118.897  (m)          390.08   (f) ADJ UNCH    2 0
 QE0950
 QE0950.Superseded values are not recommended for survey control.
 QE0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0950.See file dsdata.txt to determine how the superseded data were derived.
 QE0950
 QE0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP689774(NAD 83)
 QE0950_MARKER: DB = BENCH MARK DISK
 QE0950_SETTING: 0 = UNSPECIFIED SETTING
 QE0950_STAMPING: D 95 1934
 QE0950_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0950
 QE0950  HISTORY     - Date     Condition        Report By
 QE0950  HISTORY     - 1934     MONUMENTED       CGS
 QE0950  HISTORY     - 1957     MARK NOT FOUND   NGS
 QE0950
 QE0950                          STATION DESCRIPTION
 QE0950
 QE0950'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QE0950'1.9 MI W FROM VENETA.
 QE0950'1.9 MILES WEST ALONG S.P. RR. FROM STATION.  ALONG THE RIGHT OF WAY OF
 QE0950'THE SOUTHERN PACIFIC RAILROAD, MARSHFIELD SUBDIVISION, AT SIGNBOARD
 QE0950'LONG TOM, 6 RAILS, APPROXIMATELY 66 YARDS WEST OF SIGNBOARD, 71 FEET
 QE0950'NORTH OF MAIN TRACK, 20 FEET WEST OF NORTH END OF WOODEN BRIDGE OVER
 QE0950'NORTH BORROW DITCH, AND 1 FOOT SOUTH OF RIGHT OF WAY FENCE.
 QE0950
 QE0950                          STATION RECOVERY (1957)
 QE0950
 QE0950'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 QE0950'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0659 ***********************************************************************
 RD0659  DESIGNATION -  D 96
 RD0659  PID         -  RD0659
 RD0659  STATE/COUNTY-  OR/WASHINGTON
 RD0659  USGS QUAD   -  FOREST GROVE (1992)
 RD0659
 RD0659                         *CURRENT SURVEY CONTROL
 RD0659  ___________________________________________________________________
 RD0659* NAD 83(1986)-  45 37 17.     (N)    123 06 47.     (W)     SCALED    
 RD0659* NAVD 88     -        64.324  (meters)     211.04   (feet)  ADJUSTED  
 RD0659  ___________________________________________________________________
 RD0659  GEOID HEIGHT-         -22.27  (meters)                     GEOID03
 RD0659  DYNAMIC HT  -          64.324 (meters)     211.04  (feet)  COMP
 RD0659  MODELED GRAV-     980,614.0   (mgal)                       NAVD 88
 RD0659
 RD0659  VERT ORDER  -  SECOND    CLASS 0
 RD0659
 RD0659.The horizontal coordinates were scaled from a topographic map and have
 RD0659.an estimated accuracy of +/- 6 seconds.
 RD0659
 RD0659.The orthometric height was determined by differential leveling
 RD0659.and adjusted in June 1991.
 RD0659
 RD0659.The geoid height was determined by GEOID03.
 RD0659
 RD0659.The dynamic height is computed by dividing the NAVD 88
 RD0659.geopotential number by the normal gravity value computed on the
 RD0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0659.degrees latitude (g = 980.6199 gals.).
 RD0659
 RD0659.The modeled gravity was interpolated from observed gravity values.
 RD0659
 RD0659;                    North         East    Units  Estimated Accuracy
 RD0659;SPC OR N     -   220,510.    2,296,260.      MT  (+/- 180 meters Scaled)
 RD0659
 RD0659                          SUPERSEDED SURVEY CONTROL
 RD0659
 RD0659  NGVD 29 (??/??/92)   63.255  (m)          207.53   (f) ADJ UNCH    2 0
 RD0659
 RD0659.Superseded values are not recommended for survey control.
 RD0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0659.See file dsdata.txt to determine how the superseded data were derived.
 RD0659
 RD0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR911519(NAD 83)
 RD0659_MARKER: DB = BENCH MARK DISK
 RD0659_SETTING: 0 = UNSPECIFIED SETTING
 RD0659_STAMPING: D 96 1934
 RD0659_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0659
 RD0659  HISTORY     - Date     Condition        Report By
 RD0659  HISTORY     - 1934     MONUMENTED       CGS
 RD0659  HISTORY     - 1988     GOOD             USPSQD
 RD0659  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 RD0659
 RD0659                          STATION DESCRIPTION
 RD0659
 RD0659'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RD0659'0.35 MI NW FROM BANKS.
 RD0659'ALONG THE SOUTHERN PACIFIC R.R., AND THE SPOKANE AND PORTLAND AND
 RD0659'SEATTLE R.R., 7 RAIL LENGTHS NORTH OF MILE POST 775, 35 YARDS N.E. OF
 RD0659'S.P. TRACK, 25 FEET N.E. OF THE S.P.S. TRACK, 18 FEET S.E. OF ROAD, 65
 RD0659'YARDS N.E. OF CORNER OF BUXTON-FOREST GROVE HIGHWAYS, 1 FOOT S.W. OF
 RD0659'R.O.W. FENCE.
 RD0659
 RD0659                          STATION RECOVERY (1988)
 RD0659
 RD0659'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCC)
 RD0659'RECOVERED IN GOOD CONDITION.
 RD0659
 RD0659                          STATION RECOVERY (1990)
 RD0659
 RD0659'RECOVERY NOTE BY US POWER SQUADRON 1990 (AJ)
 RD0659'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1269 ***********************************************************************
 RD1269  DESIGNATION -  D 97
 RD1269  PID         -  RD1269
 RD1269  STATE/COUNTY-  OR/TILLAMOOK
 RD1269  USGS QUAD   -  FOLEY PEAK (1985)
 RD1269
 RD1269                         *CURRENT SURVEY CONTROL
 RD1269  ___________________________________________________________________
 RD1269* NAD 83(1986)-  45 43 47.     (N)    123 46 22.     (W)     SCALED    
 RD1269* NAVD 88     -        34.054  (meters)     111.73   (feet)  ADJUSTED  
 RD1269  ___________________________________________________________________
 RD1269  GEOID HEIGHT-         -21.69  (meters)                     GEOID03
 RD1269  DYNAMIC HT  -          34.056 (meters)     111.73  (feet)  COMP
 RD1269  MODELED GRAV-     980,676.2   (mgal)                       NAVD 88
 RD1269
 RD1269  VERT ORDER  -  SECOND    CLASS 0
 RD1269
 RD1269.The horizontal coordinates were scaled from a topographic map and have
 RD1269.an estimated accuracy of +/- 6 seconds.
 RD1269
 RD1269.The orthometric height was determined by differential leveling
 RD1269.and adjusted in June 1991.
 RD1269
 RD1269.The geoid height was determined by GEOID03.
 RD1269
 RD1269.The dynamic height is computed by dividing the NAVD 88
 RD1269.geopotential number by the normal gravity value computed on the
 RD1269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1269.degrees latitude (g = 980.6199 gals.).
 RD1269
 RD1269.The modeled gravity was interpolated from observed gravity values.
 RD1269
 RD1269;                    North         East    Units  Estimated Accuracy
 RD1269;SPC OR N     -   234,410.    2,245,330.      MT  (+/- 180 meters Scaled)
 RD1269
 RD1269                          SUPERSEDED SURVEY CONTROL
 RD1269
 RD1269  NGVD 29 (??/??/92)   32.980  (m)          108.20   (f) ADJ UNCH    2 0
 RD1269
 RD1269.Superseded values are not recommended for survey control.
 RD1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1269.See file dsdata.txt to determine how the superseded data were derived.
 RD1269
 RD1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR398643(NAD 83)
 RD1269_MARKER: DB = BENCH MARK DISK
 RD1269_SETTING: 66 = SET IN ROCK OUTCROP
 RD1269_SP_SET: ROCK CUT
 RD1269_STAMPING: D 97 1934
 RD1269_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RD1269+STABILITY: POSITION/ELEVATION WELL
 RD1269
 RD1269  HISTORY     - Date     Condition        Report By
 RD1269  HISTORY     - 1934     MONUMENTED       CGS
 RD1269  HISTORY     - 1982     MARK NOT FOUND   USGS
 RD1269
 RD1269                          STATION DESCRIPTION
 RD1269
 RD1269'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RD1269'IN NEHALEM FALLS.
 RD1269'ALONG THE SOUTHERN PACIFIC R.R., SET IN LEDGE OF SHORT ROCK CUT, AT
 RD1269'MILEAGE 822.5, 4.5 RAIL LENGTHS WEST OF NEHALEM FALLS SIGN BOARD, 43
 RD1269'FEET NORTH OF MAIN TRACK, 7 FEET WEST OF SPUR LOGGING TRACK, 3 FEET
 RD1269'ABOVE TRACK.
 RD1269
 RD1269                          STATION RECOVERY (1982)
 RD1269
 RD1269'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 RD1269'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0816 ***********************************************************************
 RD0816  DESIGNATION -  D 98
 RD0816  PID         -  RD0816
 RD0816  STATE/COUNTY-  OR/WASHINGTON
 RD0816  USGS QUAD   -  VERNONIA (1979)
 RD0816
 RD0816                         *CURRENT SURVEY CONTROL
 RD0816  ___________________________________________________________________
 RD0816* NAD 83(1986)-  45 45 41.     (N)    123 12 30.     (W)     SCALED    
 RD0816* NAVD 88     -       241.369  (meters)     791.89   (feet)  ADJUSTED  
 RD0816  ___________________________________________________________________
 RD0816  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 RD0816  DYNAMIC HT  -         241.373 (meters)     791.90  (feet)  COMP
 RD0816  MODELED GRAV-     980,622.6   (mgal)                       NAVD 88
 RD0816
 RD0816  VERT ORDER  -  SECOND    CLASS 0
 RD0816
 RD0816.The horizontal coordinates were scaled from a topographic map and have
 RD0816.an estimated accuracy of +/- 6 seconds.
 RD0816
 RD0816.The orthometric height was determined by differential leveling
 RD0816.and adjusted in June 1991.
 RD0816
 RD0816.The geoid height was determined by GEOID03.
 RD0816
 RD0816.The dynamic height is computed by dividing the NAVD 88
 RD0816.geopotential number by the normal gravity value computed on the
 RD0816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0816.degrees latitude (g = 980.6199 gals.).
 RD0816
 RD0816.The modeled gravity was interpolated from observed gravity values.
 RD0816
 RD0816;                    North         East    Units  Estimated Accuracy
 RD0816;SPC OR N     -   236,310.    2,289,350.      MT  (+/- 180 meters Scaled)
 RD0816
 RD0816                          SUPERSEDED SURVEY CONTROL
 RD0816
 RD0816  NGVD 29 (??/??/92)  240.283  (m)          788.33   (f) ADJ UNCH    2 0
 RD0816
 RD0816.Superseded values are not recommended for survey control.
 RD0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0816.See file dsdata.txt to determine how the superseded data were derived.
 RD0816
 RD0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR837675(NAD 83)
 RD0816_MARKER: DB = BENCH MARK DISK
 RD0816_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD0816_SP_SET: CURB
 RD0816_STAMPING: D 98 1934
 RD0816_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0816
 RD0816  HISTORY     - Date     Condition        Report By
 RD0816  HISTORY     - 1934     MONUMENTED       CGS
 RD0816  HISTORY     - 1961     GOOD             NGS
 RD0816  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 RD0816
 RD0816                          STATION DESCRIPTION
 RD0816
 RD0816'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RD0816'6.5 MI N FROM BUXTON.
 RD0816'FROM THE SPOKANE, PORTLAND AND SEATTLE RAILWAY SIDELINE AT BUXTON, GO
 RD0816'NORTH ON STATE HIGHWAY 47 FOR 6.5 MILES TO A SMALL CONCRETE BRIDGE
 RD0816'OVER A CREEK, THIS IS 1.4 MILES SOUTH OF THE COLUMBIA-WASHINGTON
 RD0816'COUNTY LINE.  BENCH MARK IS AT THE SOUTHWESTT CORNER OF THIS CONCRETE
 RD0816'BRIDGE, IN TOP OF THE CURB, AND ABOUT 1 FOOT HIGHER THAN THE DECK.
 RD0816'NOTE-- FROM THE SPOKANE AND SEATTLE RAILWAY SIDELINE AT BUXTON SHOULD
 RD0816'BE CHANGED TO-- FROM THE SOUTHERN PACIFIC RAIL ROAD SIDING AT BUXTON.
 RD0816
 RD0816                          STATION RECOVERY (1989)
 RD0816
 RD0816'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RD0816'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0107 ***********************************************************************
 QE0107  DESIGNATION -  DAF
 QE0107  PID         -  QE0107
 QE0107  STATE/COUNTY-  OR/LANE
 QE0107  USGS QUAD   -  NIMROD (1989)
 QE0107
 QE0107                         *CURRENT SURVEY CONTROL
 QE0107  ___________________________________________________________________
 QE0107* NAD 83(1986)-  44 07 12.     (N)    122 27 43.     (W)     SCALED    
 QE0107* NAVD 88     -       271.694  (meters)     891.38   (feet)  ADJUSTED  
 QE0107  ___________________________________________________________________
 QE0107  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 QE0107  DYNAMIC HT  -         271.636 (meters)     891.19  (feet)  COMP
 QE0107  MODELED GRAV-     980,397.4   (mgal)                       NAVD 88
 QE0107
 QE0107  VERT ORDER  -  FIRST     CLASS II
 QE0107
 QE0107.The horizontal coordinates were scaled from a topographic map and have
 QE0107.an estimated accuracy of +/- 6 seconds.
 QE0107
 QE0107.The orthometric height was determined by differential leveling
 QE0107.and adjusted in June 1991.
 QE0107
 QE0107.The geoid height was determined by GEOID03.
 QE0107
 QE0107.The dynamic height is computed by dividing the NAVD 88
 QE0107.geopotential number by the normal gravity value computed on the
 QE0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0107.degrees latitude (g = 980.6199 gals.).
 QE0107
 QE0107.The modeled gravity was interpolated from observed gravity values.
 QE0107
 QE0107;                    North         East    Units  Estimated Accuracy
 QE0107;SPC OR S     -   274,380.    1,342,970.      MT  (+/- 180 meters Scaled)
 QE0107
 QE0107                          SUPERSEDED SURVEY CONTROL
 QE0107
 QE0107  NGVD 29 (??/??/92)  270.561  (m)          887.67   (f) ADJ UNCH    1 2
 QE0107
 QE0107.Superseded values are not recommended for survey control.
 QE0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0107.See file dsdata.txt to determine how the superseded data were derived.
 QE0107
 QE0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP430853(NAD 83)
 QE0107_MARKER: DD = SURVEY DISK
 QE0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0107_SP_SET: CONCRETE POST
 QE0107_STAMPING: DAF 1935 887.5
 QE0107_MARK LOGO: USE   
 QE0107_PROJECTION: PROJECTING 10 CENTIMETERS
 QE0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0107+STABILITY: SURFACE MOTION
 QE0107
 QE0107  HISTORY     - Date     Condition        Report By
 QE0107  HISTORY     - 1935     MONUMENTED       DOD
 QE0107  HISTORY     - 1943     GOOD             NGS
 QE0107  HISTORY     - 1987     GOOD             NGS
 QE0107
 QE0107                          STATION DESCRIPTION
 QE0107
 QE0107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QE0107'6.3 MI E FROM VIDA.
 QE0107'ALONG U. S. HIGHWAY NO. 28, 6.3 MILES EAST OF GATE CREEK BRIDGE AT
 QE0107'VIDA, 0.3 MILE EAST OF A SUSPENSION BRIDGE OVER THE RIVER, ABOUT 0.1
 QE0107'MILE EAST OF A SMALL WATERFALL, 52.4 FEET EAST OF BM 8M (USGS), 29.3
 QE0107'FEET NORTH OF CENTER-LINE OF HIGHWAY, ABOUT 50.0 FEET EAST OF THE EAST
 QE0107'END OF A ROCK CUT ON THE NORTH SIDE OF THE HIGHWAY, SET IN TOP OF A
 QE0107'CONCRETE POST PROJECTING 8 INCHES ABOVE THE GROUND.
 QE0107
 QE0107                          STATION RECOVERY (1987)
 QE0107
 QE0107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE0107'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  28.5 KM
 QE0107'(17.70 MI) WESTERLY ALONG STATE HIGHWAY 126 FROM ITS JUNCTION WITH
 QE0107'TAYLOR ROAD IN MCKENZIE BRIDGE, 0.6 KM (0.35 MI) SOUTHEAST OF RENNIE
 QE0107'PUBLIC BOAT RAMP, 18.8 M (61.7 FT) NORTH OF UTILITY POLE NUMBER 54
 QE0107'1/2, 13.8 M (45.3 FT) SOUTHEAST OF THE SOUTHEAST END OF A HIGHWAY
 QE0107'ROCK CUT, AND 9.0 M (29.5 FT) NORTHEAST OF THE CENTERLINE OF THE
 QE0107'HIGHWAY.
 QE0107'THE MARK IS 0.6 METERS  NW FROM  A WITNESS POST
 QE0107'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1181 ***********************************************************************
 NZ1181  DESIGNATION -  DAG
 NZ1181  PID         -  NZ1181
 NZ1181  STATE/COUNTY-  OR/DOUGLAS
 NZ1181  USGS QUAD   -  STARVOUT CREEK (1986)
 NZ1181
 NZ1181                         *CURRENT SURVEY CONTROL
 NZ1181  ___________________________________________________________________
 NZ1181* NAD 83(1991)-  42 52 09.73915(N)    123 14 23.98712(W)     ADJUSTED  
 NZ1181* NAVD 88     -       571.4    (meters)    1875.     (feet)  VERTCON   
 NZ1181  ___________________________________________________________________
 NZ1181  LAPLACE CORR-           2.29  (seconds)                    DEFLEC99
 NZ1181  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 NZ1181  HORZ ORDER  -  SECOND
 NZ1181
 NZ1181.The horizontal coordinates were established by classical geodetic methods
 NZ1181.and adjusted by the National Geodetic Survey in October 1991.
 NZ1181
 NZ1181.The NAVD 88 height was computed by applying the VERTCON shift value to
 NZ1181.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NZ1181
 NZ1181.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ1181
 NZ1181.The geoid height was determined by GEOID03.
 NZ1181
 NZ1181;                    North         East     Units Scale Factor Converg.
 NZ1181;SPC OR S     -   137,261.336 1,276,165.826   MT  0.99990817   -1 52 28.4
 NZ1181;SPC OR S     -   450,332.47  4,186,895.75   iFT  0.99990817   -1 52 28.4
 NZ1181;UTM  10      - 4,746,336.875   480,396.895   MT  0.99960473   -0 09 47.8
 NZ1181
 NZ1181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NZ1181!SPC OR S     -   0.99991411  x   0.99990817  =   0.99982229
 NZ1181!UTM  10      -   0.99991411  x   0.99960473  =   0.99951888
 NZ1181
 NZ1181:                Primary Azimuth Mark                     Grid Az
 NZ1181:SPC OR S     -  CANYON MTN BEACON                        315 18 21.9
 NZ1181:UTM  10      -  CANYON MTN BEACON                        313 35 41.3
 NZ1181
 NZ1181|---------------------------------------------------------------------|
 NZ1181| PID    Reference Object                     Distance      Geod. Az  |
 NZ1181|                                                           dddmmss.s |
 NZ1181| NZ1220 CANYON MTN BEACON                   APPROX. 5.2 KM 3132553.5 |
 NZ1181|---------------------------------------------------------------------|
 NZ1181
 NZ1181                          SUPERSEDED SURVEY CONTROL
 NZ1181
 NZ1181  NAD 83(1986)-  42 52 09.72927(N)    123 14 24.00863(W) AD(       ) 2
 NZ1181  NAD 27      -  42 52 10.29790(N)    123 14 19.78500(W) AD(       ) 2
 NZ1181  NGVD 29 (07/19/86)  570.4    (m)         1871.     (f) VERT ANG    3  
 NZ1181
 NZ1181.Superseded values are not recommended for survey control.
 NZ1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1181.See file dsdata.txt to determine how the superseded data were derived.
 NZ1181
 NZ1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN8039746337(NAD 83)
 NZ1181_MARKER: DD = SURVEY DISK
 NZ1181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ1181_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NZ1181_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ1181
 NZ1181  HISTORY     - Date     Condition        Report By
 NZ1181  HISTORY     - 1963     MONUMENTED       ORHD
 NZ1181  HISTORY     - 1973     GOOD             NGS
 NZ1181
 NZ1181                          STATION DESCRIPTION
 NZ1181
 NZ1181'DESCRIBED BY OREGON HIGHWAY DEPARTMENT 1963 (FN)
 NZ1181'THE STATION IS ABOUT 5 MILES SOUTHEAST OF CANYONVILLE BETWEEN A
 NZ1181'LOGGING ROAD AND A POWER LINE.
 NZ1181'
 NZ1181'TO REACH THE STATION FROM THE CROSS STREET JUST WEST OF THE POST
 NZ1181'OFFICE IN CANYONVILLE GO SOUTH ON U.S. HIGHWAY 99 FOR 5.4 MILES TO
 NZ1181'THE ENTRANCE TO A REST AREA ON THE LEFT AND MILE POST NO. 225 ON THE
 NZ1181'RIGHT, TURN LEFT AND GO EAST PASSING THROUGH THE REST AREA AND
 NZ1181'FOLLOW THE WINDING ROAD NORTHEAST FOR 1.6 MILES TO A REVERSE Y, TURN
 NZ1181'SHARP LEFT AND FOLLOW LOGGING ROAD NORTHWEST FOR 0.7 MILE TO THE
 NZ1181'STATION ON THE LEFT, AT A CURVE IN THE ROAD.
 NZ1181'
 NZ1181'THE STATION MARK, STAMPED DAG USC AND GS 1963, IS AN OREGON STATE
 NZ1181'HIGHWAY DEPT. STATION MARK DISK SET IN A ROUND CONCRETE MONUMENT
 NZ1181'THAT PROJECTS 2 INCHES.  IT IS 68 FEET NORTHEAST OF THE CENTER OF
 NZ1181'THREE POWER POLES, 60 FEET WEST OF THE CENTER OF THE ROAD, 3 FEET
 NZ1181'NORTHWEST OF A WOODEN WITNESS POST AND ABOUT 50 FEET BELOW THE LEVEL
 NZ1181'OF THE ROAD.
 NZ1181'
 NZ1181'THERE WERE NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.
 NZ1181
 NZ1181                          STATION RECOVERY (1973)
 NZ1181
 NZ1181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 NZ1181'THE STATION WAS RECOVERED IN GOOD CONDITION, AS DESCRIBED.  ROADS
 NZ1181'HAVE CHANGED, AND THE ORIGINAL TO REACH IS OBSOLETE.  A NEW
 NZ1181'TO REACH FOLLOWS.
 NZ1181'
 NZ1181'TO REACH THE STATION FROM THE CROSS STREET JUST WEST OF THE
 NZ1181'CANYONVILLE POST OFFICE GO SOUTH ON U.S. HIGHWAY 99 FOR 0.3 MILE
 NZ1181'TO INTERSTATE 5, CONTINUE SOUTHEAST ON INTERSTATE 5 FOR 2.4
 NZ1181'MILES TO AN EXIT, THIS IS THE FIRST EXIT SOUTH OF CANYONVILLE,
 NZ1181'USE THE EXIT, AND GO SOUTHEAST ON THE FRONTAGE ROAD, AND THE
 NZ1181'LOGGING ROAD FOR 4.7 MILES TO THE STATION ON THE RIGHT, WHERE
 NZ1181'THE ROAD TURNS FROM SOUTH TO SOUTHEAST.
 NZ1181'
 NZ1181'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NZ1181'5 MILES SOUTHEAST OF CANYONVILLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC2045 ***********************************************************************
 SC2045  DESIGNATION -  DAGGETT RESET
 SC2045  PID         -  SC2045
 SC2045  STATE/COUNTY-  OR/CLATSOP
 SC2045  USGS QUAD   -  ASTORIA (1984)
 SC2045
 SC2045                         *CURRENT SURVEY CONTROL
 SC2045  ___________________________________________________________________
 SC2045* NAD 83(1991)-  46 08 27.98393(N)    123 51 05.79565(W)     ADJUSTED  
 SC2045* NAVD 88     -        51.     (meters)     167.     (feet)  SCALED    
 SC2045  ___________________________________________________________________
 SC2045  LAPLACE CORR-          14.09  (seconds)                    DEFLEC99
 SC2045  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 SC2045  HORZ ORDER  -  THIRD
 SC2045
 SC2045.The horizontal coordinates were established by classical geodetic methods
 SC2045.and adjusted by the National Geodetic Survey in October 1991.
 SC2045
 SC2045.The orthometric height was scaled from a topographic map.
 SC2045
 SC2045.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2045
 SC2045.The geoid height was determined by GEOID03.
 SC2045
 SC2045;                    North         East     Units Scale Factor Converg.
 SC2045;SPC OR N     -   280,350.445 2,241,098.195   MT  1.00003895   -2 22 36.9
 SC2045;SPC OR N     -   919,784.92  7,352,684.37   iFT  1.00003895   -2 22 36.9
 SC2045;SPC WA S     -    95,284.551   241,126.312   MT  0.99994444   -2 26 04.5
 SC2045;SPC WA S     -   312,612.73    791,095.24   sFT  0.99994444   -2 26 04.5
 SC2045;UTM  10      - 5,110,078.074   434,225.794   MT  0.99965318   -0 36 50.7
 SC2045
 SC2045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2045!SPC OR N     -   0.99999564  x   1.00003895  =   1.00003459
 SC2045!SPC WA S     -   0.99999564  x   0.99994444  =   0.99994008
 SC2045!UTM  10      -   0.99999564  x   0.99965318  =   0.99964882
 SC2045
 SC2045:                Primary Azimuth Mark                     Grid Az
 SC2045:SPC OR N     -  ASTORIA PP AND L STACK                   012 22 28.9
 SC2045:SPC WA S     -  ASTORIA PP AND L STACK                   012 25 56.5
 SC2045:UTM  10      -  ASTORIA PP AND L STACK                   010 36 42.7
 SC2045
 SC2045|---------------------------------------------------------------------|
 SC2045| PID    Reference Object                     Distance      Geod. Az  |
 SC2045|                                                           dddmmss.s |
 SC2045| SC2022 ASTORIA PP AND L STACK              APPROX. 3.4 KM 0095952.0 |
 SC2045| CE3055 DAGGETT RM 1                         16.648 METERS 17604     |
 SC2045| SC2123 HANSEN                              APPROX. 3.4 KM 2143215.2 |
 SC2045| CE3056 DAGGETT RM 2                         19.020 METERS 29139     |
 SC2045| SC2009 YOUNGS BAY LIGHT                    APPROX. 3.0 KM 3505725.6 |
 SC2045|---------------------------------------------------------------------|
 SC2045
 SC2045                          SUPERSEDED SURVEY CONTROL
 SC2045
 SC2045  NAD 83(1986)-  46 08 27.99772(N)    123 51 05.77873(W) AD(       ) 3
 SC2045  NAD 27      -  46 08 28.62107(N)    123 51 01.26930(W) AD(       ) 3
 SC2045
 SC2045.Superseded values are not recommended for survey control.
 SC2045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2045.See file dsdata.txt to determine how the superseded data were derived.
 SC2045
 SC2045_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS3422610078(NAD 83)
 SC2045_MARKER: DH = HORIZONTAL CONTROL DISK
 SC2045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC2045_STAMPING: DAGGETT 1935 1984
 SC2045_MARK LOGO: NGS   
 SC2045_MAGNETIC: N = NO MAGNETIC MATERIAL
 SC2045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC2045
 SC2045  HISTORY     - Date     Condition        Report By
 SC2045  HISTORY     - 1984     MONUMENTED       NGS
 SC2045
 SC2045                          STATION DESCRIPTION
 SC2045
 SC2045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (DEB)
 SC2045'THE REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD CONDITION.  THE
 SC2045'STATION MARK HAS BEEN BUMPED.  IT WAS DUG OUT AND THEN RE-CENTERED
 SC2045'OVER THE UNDERGROUND MARK.  A LARGE ALDER TREE IS NOW ON LINE BETWEEN
 SC2045'THE STATION AND RM 2.  REFEREENCE MARK 3 WAS ESTABLISHED AT THIS TIME.
 SC2045'THE DISTANCE TO RM 1 DIFFERS BY .005 METER (0.016 FT) IN DISTANCE AND
 SC2045'4 MINUTES IN AZIMUTH FROM THE 1935 DESCRIPTION.  THE STATION IS
 SC2045'LOCATED ABOUT 3.2 KM (2.00 MI) (2 MILES SOUTH) OF ASTORIA, 1.6 KM
 SC2045'(1.00 MI) OF MILES CROSSING 1 KM (0.60 MI) EAST OF THE LEWIS AND CLARK
 SC2045'RIVER.  ON PROPERTY OWNED BY JAMES TROFITTER.  MR TROFITTER LIVES ON
 SC2045'THE PROPERTY.  TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY
 SC2045'101 AND HIGHWAY BUS 101 IN ASTORIA GO SOUTH ON 101 BUS FOR 4.5 KM
 SC2045'(2.80 MI) TO CROSS ROAD CONTINUE STRAIGHT AHEAD 1.8 KM (1.10 MI) TO A
 SC2045'T JUNCTION.  TURN LEFT ON EASY STREET AND GO 0.3 KM (0.20 MI) TURN
 SC2045'RIGHT ON 2ND STREET AND GO 0.08 KM (0.05 MI) TO TOP OF HILL AND THE
 SC2045'STATION ON THE RIGHT.
 SC2045' 
 SC2045'THE STATION IS A STANDARD CGS DISK STAMPED---DAGGETT 1935 1984---, SET
 SC2045'INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 25 CM IN DIAMETER,
 SC2045'PROJECTING 10 CM ABOVE THE GROUND.  THE STATION IS LOCATED 11.0 METERS
 SC2045'(36.1 FT) SOUTHWEST FROM A POWER POLE NUMBER 303000, 8.7 METERS (28.5
 SC2045'FT) WEST FROM THE CENTERLINE OF A ROAD, 9.6 METERS (31.5 FT) SOUTH
 SC2045'FROM A LAURAL HEDGE, 0.3 METERS (1.0 FT) NORTH FROM A METAL WITNESS
 SC2045'POST. REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED---DAGGETT NO
 SC2045'1 1935---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 25 CM IN
 SC2045'DIAMETER, PROJECTING 10 CM ABOVE THE GROUND.  THE STATION IS LOCATED
 SC2045'9.7 METERS (31.8 FT) WEST FROM THE CENTERLINE OF A STREET, 5.0 METERS
 SC2045'(16.4 FT) NORTH FROM THE CENTERLINE OF A DRIVEWAY, EAST FROM A WITNESS
 SC2045'POST AND 0.5 METERS (1.6 FT) LOWER THAN THE STATION. REFERENCE MARK NO
 SC2045'2 IS A STANDARD CGS DISK STAMPED---DAGGETT NO 2 1935---, SET INTO THE
 SC2045'TOP OF A SQUARE CONCRETE MONUMENT, 25 CM IN DIAMETER, FLUSH WITH
 SC2045'GROUND.  THE STATION IS LOCATED 32.3 METERS (106.0 FT) SOUTH FROM THE
 SC2045'SOUTHWEST CORNER OF CARLSON HOUSE, 6.7 METERS (22.0 FT) SOUTHEAST FROM
 SC2045'THE SOUTHEAST CRONER OF A 1 METER (3.3 FT) HIGH WOODEN WIRE FENCE, 3.0
 SC2045'METERS (9.8 FT) SOUTH FROM THE PROLONGGATION OF A HEDGE, 2.3 METERS
 SC2045'(7.5 FT) EAST-NORTHEAST FROM POWER POLE NUMBER 302004 AND SAME
 SC2045'ELEVATION AS THE STATION. REFERENCE MARK NO 3 IS A STANDARD NGS DISK
 SC2045'STAMPED---DAGGETT 1935 NO 3 1984---, SET INTO THE TOP OF A ROUND
 SC2045'CONCRETE MONUMENT, 25 CM IN DIAMETER, FLUSH WITH GROUND.  THE STATION
 SC2045'IS LOCATED 3.5 METERS (11.5 FT) WEST FROM THE CENTERLINE OF THE
 SC2045'STREET, 1.4 METERS (4.6 FT) NORTH FROM POWER POLE NUMBER 303000, 0.4
 SC2045'METERS (1.3 FT) EAST FROM THE EAST END OF A HEDGE AND 1 METERS (3.3
 SC2045'FT) LOWER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1926 ***********************************************************************
 QE1926  DESIGNATION -  DAHLIA
 QE1926  PID         -  QE1926
 QE1926  STATE/COUNTY-  OR/POLK
 QE1926  USGS QUAD   -  SALEM WEST (1986)
 QE1926
 QE1926                         *CURRENT SURVEY CONTROL
 QE1926  ___________________________________________________________________
 QE1926* NAD 83(1991)-  44 57 24.23644(N)    123 06 44.56076(W)     ADJUSTED  
 QE1926* NAVD 88     -       224.6    (meters)     737.     (feet)  VERTCON   
 QE1926  ___________________________________________________________________
 QE1926  LAPLACE CORR-          -7.86  (seconds)                    DEFLEC99
 QE1926  GEOID HEIGHT-         -22.63  (meters)                     GEOID03
 QE1926  HORZ ORDER  -  SECOND
 QE1926
 QE1926.The horizontal coordinates were established by classical geodetic methods
 QE1926.and adjusted by the National Geodetic Survey in October 1991.
 QE1926
 QE1926.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE1926.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE1926
 QE1926.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE1926
 QE1926.The geoid height was determined by GEOID03.
 QE1926
 QE1926;                    North         East     Units Scale Factor Converg.
 QE1926;SPC OR N     -   146,685.746 2,293,923.539   MT  0.99990140   -1 51 09.6
 QE1926;SPC OR N     -   481,252.45  7,525,995.86   iFT  0.99990140   -1 51 09.6
 QE1926;UTM  10      - 4,978,150.072   491,136.232   MT  0.99960097   -0 04 45.9
 QE1926
 QE1926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE1926!SPC OR N     -   0.99996833  x   0.99990140  =   0.99986973
 QE1926!UTM  10      -   0.99996833  x   0.99960097  =   0.99956931
 QE1926
 QE1926:                Primary Azimuth Mark                     Grid Az
 QE1926:SPC OR N     -  GEHLAR                                   135 34 01.3
 QE1926:UTM  10      -  GEHLAR                                   133 47 37.6
 QE1926
 QE1926|---------------------------------------------------------------------|
 QE1926| PID    Reference Object                     Distance      Geod. Az  |
 QE1926|                                                           dddmmss.s |
 QE1926| QE1913 GEHLAR                              APPROX. 2.0 KM 1334251.7 |
 QE1926|---------------------------------------------------------------------|
 QE1926
 QE1926                          SUPERSEDED SURVEY CONTROL
 QE1926
 QE1926  NAD 83(1986)-  44 57 24.26099(N)    123 06 44.57588(W) AD(       ) 2
 QE1926  NAD 27      -  44 57 24.83225(N)    123 06 40.22195(W) AD(       ) 2
 QE1926  NGVD 29 (07/19/86)  223.6    (m)          734.     (f) VERT ANG    3  
 QE1926
 QE1926.Superseded values are not recommended for survey control.
 QE1926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1926.See file dsdata.txt to determine how the superseded data were derived.
 QE1926
 QE1926_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ9113678150(NAD 83)
 QE1926_MARKER: Z = SEE DESCRIPTION
 QE1926_SETTING: 0 = UNSPECIFIED SETTING
 QE1926_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE1926
 QE1926  HISTORY     - Date     Condition        Report By
 QE1926  HISTORY     - 1971     MONUMENTED       OR1810
 QE1926  HISTORY     - 19961005 MARK NOT FOUND   USPSQD
 QE1926
 QE1926                          STATION DESCRIPTION
 QE1926
 QE1926'DESCRIBED BY CITY OF SALEM OREGON 1971 (LGH)
 QE1926'THE STATION IS ABOUT 4 MILES NORTHWEST OF SALEM IN THE SW 1/4 OF
 QE1926'SEC. 18 T7S R3W.
 QE1926'
 QE1926'TO REACH THE STATION FROM THE INTERSECTION OF WALLACE ROAD AND
 QE1926'EDGEWATER STREET GO NORTHWESTERLY ON WALLACE ROAD 0.68 MILE TO THE
 QE1926'INTERSECTION OF WALLACE ROAD AND ORCHARD HEIGHTS ROAD TURN LEFT ON
 QE1926'ORCHARD HEIGHTS ROAD AND GO 2.77 MILES TO THE INTERSECTION OF
 QE1926'ORCHARD HEIGHTS ROAD AND ORCHARD HEIGHTS PLACE TURN LEFT ON
 QE1926'ORCHARD HEIGHTS PLACE GO 0.43 MILE TO THE INTERSECTION OF ORCHARD
 QE1926'HEIGHTS PLACE AND 40TH AVE. TURN LEFT ON 40TH AVE. AND GO 0.35
 QE1926'MILE TO Y IN ROAD.  THE STATION IS ON THE LEFT SIDE OF 40TH
 QE1926'AVENUE IN ISLAND.
 QE1926'
 QE1926'THE STATION MARK IS A CITY OF SALEM BRASS DISK STAMPED DAHLIA
 QE1926'1971, SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE POST AND IS
 QE1926'ABOUT LEVEL WITH THE GROUND SURFACE.  THE STATION IS 99 FEET NW OF
 QE1926'POWER POLE NUMBER 305, 11.4 FEET SE OF STREET SIGN AND 3.5 FEET E
 QE1926'OF A METAL WITNESS POST.  THE UNDERGROUND MARK IS AN ALUMINUM CAP
 QE1926'ON AN IRON ROD SET IN A 6 INCH CYLINDRICAL CONCRETE POST ABOUT
 QE1926'36 INCHES BELOW THE GROUND SURFACE.
 QE1926'
 QE1926'HEIGHT OF LIGHT ABOVE STATION MARK 4.32 METERS.
 QE1926
 QE1926                          STATION RECOVERY (1996)
 QE1926
 QE1926'RECOVERY NOTE BY US POWER SQUADRON 1996
 QE1926'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC1113 ***********************************************************************
 PC1113  DESIGNATION -  DAISY
 PC1113  PID         -  PC1113
 PC1113  STATE/COUNTY-  OR/DOUGLAS
 PC1113  USGS QUAD   -  SUTHERLIN (1988)
 PC1113
 PC1113                         *CURRENT SURVEY CONTROL
 PC1113  ___________________________________________________________________
 PC1113* NAD 83(1991)-  43 23 43.07414(N)    123 20 05.26506(W)     ADJUSTED  
 PC1113* NAVD 88     -       184.1    (meters)     604.     (feet)  VERTCON   
 PC1113  ___________________________________________________________________
 PC1113  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 PC1113  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 PC1113  HORZ ORDER  -  SECOND
 PC1113
 PC1113.The horizontal coordinates were established by classical geodetic methods
 PC1113.and adjusted by the National Geodetic Survey in October 1991.
 PC1113
 PC1113.The NAVD 88 height was computed by applying the VERTCON shift value to
 PC1113.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PC1113
 PC1113.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC1113
 PC1113.The geoid height was determined by GEOID03.
 PC1113
 PC1113;                    North         East     Units Scale Factor Converg.
 PC1113;SPC OR S     -   195,907.640 1,270,401.598   MT  0.99990242   -1 56 21.9
 PC1113;SPC OR S     -   642,741.60  4,167,984.25   iFT  0.99990242   -1 56 21.9
 PC1113;UTM  10      - 4,804,767.953   472,886.921   MT  0.99960904   -0 13 48.1
 PC1113
 PC1113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC1113!SPC OR S     -   0.99997479  x   0.99990242  =   0.99987721
 PC1113!UTM  10      -   0.99997479  x   0.99960904  =   0.99958384
 PC1113
 PC1113                          SUPERSEDED SURVEY CONTROL
 PC1113
 PC1113  NAD 83(1986)-  43 23 43.06884(N)    123 20 05.28150(W) AD(       ) 2
 PC1113  NGVD 29 (11/08/90)  183.1    (m)          601.     (f) VERT ANG    3  
 PC1113
 PC1113.Superseded values are not recommended for survey control.
 PC1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC1113.See file dsdata.txt to determine how the superseded data were derived.
 PC1113
 PC1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP7288704768(NAD 83)
 PC1113_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PC1113_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PC1113+WITH SETTING: INFORMATION.
 PC1113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PC1113
 PC1113  HISTORY     - Date     Condition        Report By
 PC1113  HISTORY     - 1981     MONUMENTED       OR-019
 PC1113
 PC1113                          STATION DESCRIPTION
 PC1113
 PC1113'DESCRIBED BY DOUGLAS COUNTY OREGON 1981 (FLI)
 PC1113'STATION IS A NONRECOVERABLE TRAVERSE POINT. AN IRON ROD W/ ALUM CAP
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AJ8169 ***********************************************************************
 AJ8169  DESIGNATION -  DAISY
 AJ8169  PID         -  AJ8169
 AJ8169  STATE/COUNTY-  OR/WASHINGTON
 AJ8169  USGS QUAD   -  LINNTON (1990)
 AJ8169
 AJ8169                         *CURRENT SURVEY CONTROL
 AJ8169  ___________________________________________________________________
 AJ8169* NAD 83(2007)-  45 30 53.95331(N)    122 47 33.26872(W)     ADJUSTED  
 AJ8169* NAVD 88     -        99.1    (meters)     325.     (feet)  GPS OBS   
 AJ8169  ___________________________________________________________________
 AJ8169  EPOCH DATE  -        2007.00
 AJ8169  X           -  -2,424,735.810 (meters)                     COMP
 AJ8169  Y           -  -3,763,524.551 (meters)                     COMP
 AJ8169  Z           -   4,527,690.912 (meters)                     COMP
 AJ8169  LAPLACE CORR-           3.09  (seconds)                    DEFLEC99
 AJ8169  ELLIP HEIGHT-          76.207 (meters)          (02/10/07) ADJUSTED
 AJ8169  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 AJ8169
 AJ8169  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ8169  Type    PID    Designation                      North   East  Ellip
 AJ8169  -------------------------------------------------------------------
 AJ8169  NETWORK AJ8169 DAISY                             0.84   0.63   2.80
 AJ8169  -------------------------------------------------------------------
 AJ8169
 AJ8169.The horizontal coordinates were established by GPS observations
 AJ8169.and adjusted by the National Geodetic Survey in February 2007.
 AJ8169
 AJ8169.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ8169.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ8169.The horizontal coordinates are valid at the epoch date displayed above.
 AJ8169.The epoch date for horizontal control is a decimal equivalence
 AJ8169.of Year/Month/Day.
 AJ8169
 AJ8169.The orthometric height was determined by GPS observations and a
 AJ8169.high-resolution geoid model.
 AJ8169
 AJ8169.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8169
 AJ8169.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8169
 AJ8169.The ellipsoidal height was determined by GPS observations
 AJ8169.and is referenced to NAD 83.
 AJ8169
 AJ8169.The geoid height was determined by GEOID03.
 AJ8169
 AJ8169;                    North         East     Units Scale Factor Converg.
 AJ8169;SPC OR N     -   207,931.107 2,320,904.004   MT  0.99991282   -1 37 33.1
 AJ8169;SPC OR N     -   682,188.67  7,614,514.45   iFT  0.99991282   -1 37 33.1
 AJ8169;UTM  10      - 5,040,182.444   516,201.179   MT  0.99960323   +0 08 52.7
 AJ8169
 AJ8169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8169!SPC OR N     -   0.99998805  x   0.99991282  =   0.99990087
 AJ8169!UTM  10      -   0.99998805  x   0.99960323  =   0.99959129
 AJ8169
 AJ8169                          SUPERSEDED SURVEY CONTROL
 AJ8169
 AJ8169  NAD 83(1998)-  45 30 53.95127(N)    122 47 33.27031(W) AD(       ) B
 AJ8169  ELLIP H (02/26/02)   76.212  (m)                       GP(       ) 3 2
 AJ8169
 AJ8169.Superseded values are not recommended for survey control.
 AJ8169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8169.See file dsdata.txt to determine how the superseded data were derived.
 AJ8169
 AJ8169_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1620140182(NAD 83)
 AJ8169_MARKER: DD = SURVEY DISK
 AJ8169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8169_STAMPING: DAISY 2000
 AJ8169_MARK LOGO: OR-067
 AJ8169_PROJECTION: FLUSH
 AJ8169_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ8169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8169+STABILITY: SURFACE MOTION
 AJ8169_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8169+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2000
 AJ8169
 AJ8169  HISTORY     - Date     Condition        Report By
 AJ8169  HISTORY     - 20001121 MONUMENTED       OR-067
 AJ8169
 AJ8169                          STATION DESCRIPTION
 AJ8169
 AJ8169'DESCRIBED BY WASHINGTON COUNTY OREGON 2000 (RDS)
 AJ8169'THE STATION IS LOCATED ABOUT 9.0 KM (5.6 MI) WEST OF PORTLAND, IN THE
 AJ8169'NORTH EDGE OF CEDAR
 AJ8169'HILLS, IN THE NORTHEAST CORNER OF THE JUNCTION OF THE U.S. HIGHWAY 26
 AJ8169'(SUNSET HIGHWAY)
 AJ8169'WESTBOUND OFF RAMP AND SW CEDAR HILLS BLVD.  OWNERSHIP -- OREGON STATE
 AJ8169'DEPARTMENT OF
 AJ8169'TRANSPORTATION.
 AJ8169' 
 AJ8169'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 26 (SUNSET
 AJ8169'HIGHWAY) AND SW
 AJ8169'CEDAR HILLS BOULEVARD, GO NORTH ON SW CEDAR HILLS BOULEVARD FOR 0.15
 AJ8169'KM TO THE STATION
 AJ8169'ON THE RIGHT JUST PAST AND ON THE NORTH EDGE OF THE JUNCTION OF THE
 AJ8169'WESTBOUND
 AJ8169'HIGHWAY 26 OFF RAMP.
 AJ8169' 
 AJ8169'THE STATION IS AN 8.5 CM (3.25 IN) BRASS WASHINGTON COUNTY SURVEYORS
 AJ8169'DISK SET IN TOP OF A
 AJ8169'SLIGHTLY DOMED CONCRETE MONUMENT ENCASED IN A 30 CM (12 IN) CAST IRON
 AJ8169'MONUMENT WELL
 AJ8169'SURROUNDED BY CONCRETE AND FLUSH WITH THE GROUND.  THE DISK IS
 AJ8169'RECESSED 15 CM (6 IN)
 AJ8169'BELOW THE MONUMENT WELL COVER.  IT IS 41.6 M (136.5 FT) EAST FROM THE
 AJ8169'CENTER OF SW CEDAR
 AJ8169'HILLS BOULEVARD, 32.0 M (105.0 FT) WEST FROM THE WEST END OF METAL
 AJ8169'GUARD RAIL ON NORTH
 AJ8169'SIDE OFF RAMP, 30.0 M  (98.4 FT) EAST-NORTHEAST FROM TRAFFIC LIGHT
 AJ8169'SUPPORT POLE IN
 AJ8169'CONCRETE ISLAND AT THE JUNCTION OF SW CEDAR HILLS BOULEVARD AND OFF
 AJ8169'RAMP, 19.8 M
 AJ8169'(65.0 FT) EAST-SOUTHEAST FROM SOUTHEAST CORNER OF A 1.7 M X 2.3 M (5.6
 AJ8169'FT X 7.5 FT) BURIED
 AJ8169'UTILITY ACCESS WITH METAL DOORS AND FLUSH WITH GROUND.
 AJ8169' 
 AJ8169'
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1614 ***********************************************************************
 RD1614  DESIGNATION -  DAL
 RD1614  PID         -  RD1614
 RD1614  STATE/COUNTY-  OR/MULTNOMAH
 RD1614  USGS QUAD   -  MULTNOMAH FALLS (1994)
 RD1614
 RD1614                         *CURRENT SURVEY CONTROL
 RD1614  ___________________________________________________________________
 RD1614* NAD 83(2007)-  45 36 20.57744(N)    122 02 13.21075(W)     ADJUSTED  
 RD1614* NAVD 88     -        25.942  (meters)      85.11   (feet)  ADJUSTED  
 RD1614  ___________________________________________________________________
 RD1614  EPOCH DATE  -        2007.00
 RD1614  X           -  -2,371,049.904 (meters)                     COMP
 RD1614  Y           -  -3,789,025.661 (meters)                     COMP
 RD1614  Z           -   4,534,699.619 (meters)                     COMP
 RD1614  LAPLACE CORR-           7.37  (seconds)                    DEFLEC99
 RD1614  ELLIP HEIGHT-           3.897 (meters)          (02/10/07) ADJUSTED
 RD1614  GEOID HEIGHT-         -21.93  (meters)                     GEOID03
 RD1614  DYNAMIC HT  -          25.941 (meters)      85.11  (feet)  COMP
 RD1614
 RD1614  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 RD1614  Type    PID    Designation                      North   East  Ellip
 RD1614  -------------------------------------------------------------------
 RD1614  NETWORK RD1614 DAL                               7.94   8.08  33.03
 RD1614  -------------------------------------------------------------------
 RD1614  MODELED GRAV-     980,580.4   (mgal)                       NAVD 88
 RD1614
 RD1614  VERT ORDER  -  FIRST     CLASS II
 RD1614
 RD1614.The horizontal coordinates were established by GPS observations
 RD1614.and adjusted by the National Geodetic Survey in February 2007.
 RD1614
 RD1614.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 RD1614.See www.ngs.noaa.gov/NationalReadjustment for more information.
 RD1614.The horizontal coordinates are valid at the epoch date displayed above.
 RD1614.The epoch date for horizontal control is a decimal equivalence
 RD1614.of Year/Month/Day.
 RD1614
 RD1614.The orthometric height was determined by differential leveling
 RD1614.and adjusted in June 1991.
 RD1614
 RD1614.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RD1614
 RD1614.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1614
 RD1614.The ellipsoidal height was determined by GPS observations
 RD1614.and is referenced to NAD 83.
 RD1614
 RD1614.The geoid height was determined by GEOID03.
 RD1614
 RD1614.The dynamic height is computed by dividing the NAVD 88
 RD1614.geopotential number by the normal gravity value computed on the
 RD1614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1614.degrees latitude (g = 980.6199 gals.).
 RD1614
 RD1614.The modeled gravity was interpolated from observed gravity values.
 RD1614
 RD1614;                    North         East     Units Scale Factor Converg.
 RD1614;SPC OR N     -   216,613.333 2,380,112.224   MT  0.99992364   -1 05 24.1
 RD1614;SPC OR N     -   710,673.66  7,808,767.14   iFT  0.99992364   -1 05 24.1
 RD1614;SPC WA S     -    31,444.254   380,096.308   MT  1.00005935   -1 06 59.3
 RD1614;SPC WA S     -   103,163.36  1,247,032.64   sFT  1.00005935   -1 06 59.3
 RD1614;UTM  10      - 5,050,692.301   575,094.882   MT  0.99966933   +0 41 17.3
 RD1614
 RD1614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1614!SPC OR N     -   0.99999939  x   0.99992364  =   0.99992303
 RD1614!SPC WA S     -   0.99999939  x   1.00005935  =   1.00005874
 RD1614!UTM  10      -   0.99999939  x   0.99966933  =   0.99966872
 RD1614
 RD1614                          SUPERSEDED SURVEY CONTROL
 RD1614
 RD1614  NAD 83(1998)-  45 36 20.57540(N)    122 02 13.21082(W) AD(       ) 2
 RD1614  ELLIP H (07/18/02)    4.007  (m)                       GP(       ) 4 1
 RD1614  NAD 83(1991)-  45 36 20.57331(N)    122 02 13.21119(W) AD(       ) 2
 RD1614  ELLIP H (10/15/91)    4.176  (m)                       GP(       ) 4 1
 RD1614  NAD 83(1986)-  45 36 20.58737(N)    122 02 13.21538(W) AD(       ) 2
 RD1614  NGVD 29 (09/20/88)   24.92   (m)           81.8    (f) LEVELING    3  
 RD1614
 RD1614.Superseded values are not recommended for survey control.
 RD1614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1614.See file dsdata.txt to determine how the superseded data were derived.
 RD1614
 RD1614_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER7509550692(NAD 83)
 RD1614_MARKER: DS = TRIANGULATION STATION DISK
 RD1614_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RD1614_SP_SET: SHALLOW-SET PIPE
 RD1614_STAMPING: DAL 1987
 RD1614_MARK LOGO: ORHD  
 RD1614_MAGNETIC: P = MARKER IS A STEEL PIPE
 RD1614_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD1614_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD1614+SATELLITE: SATELLITE OBSERVATIONS - January 12, 1988
 RD1614
 RD1614  HISTORY     - Date     Condition        Report By
 RD1614  HISTORY     - 1987     MONUMENTED       ORHD
 RD1614  HISTORY     - 1987     GOOD             USPSQD
 RD1614  HISTORY     - 1987     GOOD             NGS
 RD1614  HISTORY     - 19880112 GOOD
 RD1614  HISTORY     - 20040726 MARK NOT FOUND   USPSQD
 RD1614
 RD1614                          STATION DESCRIPTION
 RD1614
 RD1614'DESCRIBED BY OREGON HIGHWAY DEPARTMENT 1987 (LLR)
 RD1614'THE STATION IS LOCATED ABOUT 4.3 MILES NE OF MULTNOMAH FALLS, ABOUT
 RD1614'4 MILES SW OF BONNEVILLE AND ABOUT 0.5 MILE NE OF THE I 84 EAST
 RD1614'BOUND EXIT TO WARRENDALE.
 RD1614'
 RD1614'TO REACH FROM THE REST STOP AT MULTNOMAH FALLS GO EASTERLY ON I 84
 RD1614'FOR 6.9 KM (4.3 MILES) TO THE MARK ON THE RIGHT.
 RD1614'
 RD1614'THE STATION IS A STANDARD ORHD DISK, STAMPED---DAL 1987---, BRAZED
 RD1614'TO THE TOP OF AN IRON PIPE THAT IS FLUSH WITH THE GROUND.  IT IS
 RD1614'8.96 METERS (29.4 FEET) ENE FROM AN I 84 SIGN, 6.64    (21.8 FEET)
 RD1614'NE FROM A DRAIN SIGN, 1.1 METERS (3.5 FEET) SOUTH FROM THE SOUTH
 RD1614'EDGE OF THE PAVEMENT, AND 1.0 (3.2 FEET) SOUTH FROM A WITNESS POST.
 RD1614
 RD1614                          STATION RECOVERY (1987)
 RD1614
 RD1614'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWE)
 RD1614'RECOVERED IN GOOD CONDITION.
 RD1614
 RD1614                          STATION RECOVERY (1987)
 RD1614
 RD1614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD1614'7.0 KM (4.35 MI) WEST FROM BONNEVILLE.
 RD1614'7.0 KM (4.35 MI) WEST ALONG INTERSTATE HIGHWAY 84 FROM THE BRIDGE OVER
 RD1614'TANNER CREEK IN BONNEVILLE, 0.49 KM (0.30 MI) EAST OF THE EAST END OF
 RD1614'THE EASTBOUND ON-RAMP FROM EXIT 35, AT A POWERLINE CROSSING, 30.5 M
 RD1614'(100.1 FT) NORTHEAST OF THE FIRST POWERPOLE ON THE SOUTHEAST SIDE OF
 RD1614'THE HIGHWAY, 7.8 M (25.6 FT) SOUTHEAST OF THE HIGHWAY EASTBOUND
 RD1614'CENTERLINE, 7.0 M (23.0 FT) NORTHWEST OF A FENCE, 6.8 M (22.3 FT)
 RD1614'NORTH-NORTHEAST OF THE SOUTHEAST END OF A 24-INCH CEMENT PIPE CULVERT
 RD1614'UNDER THE HIGHWAY.  A DISK BRAZED ON TOP OF A 3 1/2 INCH IRON PIPE
 RD1614'AND FLUSH WITH THE GROUND.
 RD1614'THE MARK IS 0.9 METERS  NW FROM A WITNESS POST.
 RD1614'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY EASTBOUND.
 RD1614
 RD1614                          STATION RECOVERY (1988)
 RD1614
 RD1614'RECOVERED 1988
 RD1614'RECOVERED IN GOOD CONDITION.
 RD1614
 RD1614                          STATION RECOVERY (2004)
 RD1614
 RD1614'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 RD1614'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2078 ***********************************************************************
 QE2078  DESIGNATION -  DALLAS GRACE MENNONITE CH
 QE2078  PID         -  QE2078
 QE2078  STATE/COUNTY-  OR/POLK
 QE2078  USGS QUAD   -  DALLAS (1986)
 QE2078
 QE2078                         *CURRENT SURVEY CONTROL
 QE2078  ___________________________________________________________________
 QE2078* NAD 83(1991)-  44 55 51.94247(N)    123 18 09.96936(W)     ADJUSTED  
 QE2078* NAVD 88     -              **(meters)            **(feet)            
 QE2078  ___________________________________________________________________
 QE2078  LAPLACE CORR-         -10.32  (seconds)                    DEFLEC99
 QE2078  GEOID HEIGHT-         -22.07  (meters)                     GEOID03
 QE2078  HORZ ORDER  -  THIRD
 QE2078
 QE2078.The horizontal coordinates were established by classical geodetic methods
 QE2078.and adjusted by the National Geodetic Survey in October 1991.
 QE2078
 QE2078
 QE2078.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2078
 QE2078.The geoid height was determined by GEOID03.
 QE2078
 QE2078;                    North         East     Units Scale Factor Converg.
 QE2078;SPC OR N     -   144,341.986 2,278,811.605   MT  0.99990314   -1 59 15.7
 QE2078;SPC OR N     -   473,562.95  7,476,416.03   iFT  0.99990314   -1 59 15.7
 QE2078;UTM  10      - 4,975,340.571   476,108.566   MT  0.99960702   -0 12 49.8
 QE2078
 QE2078                          SUPERSEDED SURVEY CONTROL
 QE2078
 QE2078  NAD 83(1986)-  44 55 51.96803(N)    123 18 09.98450(W) AD(       ) 4
 QE2078  NAD 27      -  44 55 52.54214(N)    123 18 05.61580(W) AD(       ) 3
 QE2078
 QE2078.Superseded values are not recommended for survey control.
 QE2078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2078.See file dsdata.txt to determine how the superseded data were derived.
 QE2078
 QE2078_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ7610975341(NAD 83)
 QE2078
 QE2078  HISTORY     - Date     Condition        Report By
 QE2078  HISTORY     - 1972     MONUMENTED       NGS
 QE2078
 QE2078                          STATION DESCRIPTION
 QE2078
 QE2078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LDF)
 QE2078'THE STATION IS LOCATED IN THE NORTHEAST PART OF DALLAS AND ON
 QE2078'THE NORTH SIDE OF EAST ELLENDALE STREET.  THE CHURCH IS MADE OF
 QE2078'LARGE BROWN STONE, THE SPIRE ON TOP IS A DARK BROWN COLOR AND IS
 QE2078'ABOUT 70 FEET HIGH.  THE POINT INTERSECTED WAS THE CROSS ON THE
 QE2078'TOP AND CENTER OF SPIRE.
 QE2078'
 QE2078'TO REACH FROM THE NORTHEAST CORNER OF THE COURTHOUSE SQUARE, GO
 QE2078'NORTH ON MAIN STREET AND NORTH JEFFERSON STREET FOR 0.65 MILE TO
 QE2078'A CROSS STREET, TURN RIGHT AND GO EAST ON EAST ELLENDALE STREET
 QE2078'FOR 0.5 MILE TO THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0491 ***********************************************************************
 QE0491  DESIGNATION -  DALLAS MAGNETIC STA
 QE0491  PID         -  QE0491
 QE0491  STATE/COUNTY-  OR/POLK
 QE0491  USGS QUAD   -  DALLAS (1986)
 QE0491
 QE0491                         *CURRENT SURVEY CONTROL
 QE0491  ___________________________________________________________________
 QE0491* NAD 83(1986)-  44 55 27.     (N)    123 19 27.     (W)     SCALED    
 QE0491* NAVD 88     -        98.885  (meters)     324.43   (feet)  ADJUSTED  
 QE0491  ___________________________________________________________________
 QE0491  GEOID HEIGHT-         -22.00  (meters)                     GEOID03
 QE0491  DYNAMIC HT  -          98.884 (meters)     324.42  (feet)  COMP
 QE0491  MODELED GRAV-     980,607.5   (mgal)                       NAVD 88
 QE0491
 QE0491  VERT ORDER  -  FIRST     CLASS II
 QE0491
 QE0491.The horizontal coordinates were scaled from a topographic map and have
 QE0491.an estimated accuracy of +/- 6 seconds.
 QE0491
 QE0491.The orthometric height was determined by differential leveling
 QE0491.and adjusted in June 1991.
 QE0491.WARNING-Repeat measurements at this control monument indicate possible
 QE0491.vertical movement.
 QE0491
 QE0491.The geoid height was determined by GEOID03.
 QE0491
 QE0491.The dynamic height is computed by dividing the NAVD 88
 QE0491.geopotential number by the normal gravity value computed on the
 QE0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0491.degrees latitude (g = 980.6199 gals.).
 QE0491
 QE0491.The modeled gravity was interpolated from observed gravity values.
 QE0491
 QE0491;                    North         East    Units  Estimated Accuracy
 QE0491;SPC OR N     -   143,630.    2,277,100.      MT  (+/- 180 meters Scaled)
 QE0491
 QE0491                          SUPERSEDED SURVEY CONTROL
 QE0491
 QE0491  NGVD 29 (??/??/92)   97.849  (m)          321.03   (f) ADJ UNCH    1 2
 QE0491
 QE0491.Superseded values are not recommended for survey control.
 QE0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0491.See file dsdata.txt to determine how the superseded data were derived.
 QE0491
 QE0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ744745(NAD 83)
 QE0491_MARKER: DB = BENCH MARK DISK
 QE0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0491_STAMPING: 320 1917
 QE0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0491+STABILITY: SURFACE MOTION
 QE0491
 QE0491  HISTORY     - Date     Condition        Report By
 QE0491  HISTORY     - 1917     MONUMENTED       CGS
 QE0491  HISTORY     - 1973     GOOD             USGS
 QE0491  HISTORY     - 19920903 GOOD             USPSQD
 QE0491
 QE0491                          STATION DESCRIPTION
 QE0491
 QE0491'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 QE0491'IN DALLAS.
 QE0491'AT DALLAS IN THE WESTERN PART OF THE CITY PARK 100 FT SE. OF THE SE.
 QE0491'END OF A FOOT BRIDGE ACROSS RICKREALL CREEK, 61 FT NNE. OF THE
 QE0491'CENTERLINE OF A MAPLE TREE WHOSE IRREGULAR SHAPED BASE IS ABOUT 4 FT
 QE0491'IN DIAMETER, 29 FT WSW. OF THE SE. COR. OF A BLOCK RESTROOM BUILDING,
 QE0491'26 FT N. OF THE CENTERLINE OF A PAVED FOOT TRAIL, ON THE E. SIDE AND
 QE0491'BENEATH THE FOLIAGE OF A SHRUB ABOUT 5 FT HIGH, A STD. USC AND GS
 QE0491'MAGNETIC STATION DISK, STAMPED 320 1917, SET IN THE TOP OF A CONC.
 QE0491'POST PROJECTING 0.7 FT.
 QE0491
 QE0491                          STATION RECOVERY (1992)
 QE0491
 QE0491'RECOVERY NOTE BY US POWER SQUADRON 1992 (RAR)
 QE0491'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2074 ***********************************************************************
 QE2074  DESIGNATION -  DALLAS POLK CO CTHSE CLOCK TWR
 QE2074  PID         -  QE2074
 QE2074  STATE/COUNTY-  OR/POLK
 QE2074  USGS QUAD   -  DALLAS (1986)
 QE2074
 QE2074                         *CURRENT SURVEY CONTROL
 QE2074  ___________________________________________________________________
 QE2074* NAD 83(1991)-  44 55 15.86822(N)    123 18 57.74453(W)     ADJUSTED  
 QE2074* NAVD 88     -              **(meters)            **(feet)            
 QE2074  ___________________________________________________________________
 QE2074  LAPLACE CORR-         -10.43  (seconds)                    DEFLEC99
 QE2074  GEOID HEIGHT-         -22.03  (meters)                     GEOID03
 QE2074  HORZ ORDER  -  THIRD
 QE2074
 QE2074.The horizontal coordinates were established by classical geodetic methods
 QE2074.and adjusted by the National Geodetic Survey in October 1991.
 QE2074
 QE2074
 QE2074.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2074
 QE2074.The geoid height was determined by GEOID03.
 QE2074
 QE2074;                    North         East     Units Scale Factor Converg.
 QE2074;SPC OR N     -   143,265.593 2,277,725.916   MT  0.99990388   -1 59 49.5
 QE2074;SPC OR N     -   470,031.47  7,472,854.06   iFT  0.99990388   -1 59 49.5
 QE2074;UTM  10      - 4,974,231.415   475,057.028   MT  0.99960765   -0 13 23.4
 QE2074
 QE2074                          SUPERSEDED SURVEY CONTROL
 QE2074
 QE2074  NAD 83(1986)-  44 55 15.89401(N)    123 18 57.75979(W) AD(       ) 4
 QE2074  NAD 27      -  44 55 16.46999(N)    123 18 53.39033(W) AD(       ) 3
 QE2074
 QE2074.Superseded values are not recommended for survey control.
 QE2074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2074.See file dsdata.txt to determine how the superseded data were derived.
 QE2074
 QE2074_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ7505774231(NAD 83)
 QE2074
 QE2074  HISTORY     - Date     Condition        Report By
 QE2074  HISTORY     - 1972     MONUMENTED       NGS
 QE2074
 QE2074                          STATION DESCRIPTION
 QE2074
 QE2074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LDF)
 QE2074'THE STATION IS LOCATED IN THE CENTER OF DALLAS.  IT IS MADE OF
 QE2074'BROWN COLORED BRICK, HAS A CLOCK ON ALL FOUR SIDES OF THE TOWER
 QE2074'AND IS ABOUT 80 FEET HIGH.
 QE2074'
 QE2074'THE POINT INTERSECTED WAS THE TOP AND CENTER OF THE CLOCKTOWER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2077 ***********************************************************************
 QE2077  DESIGNATION -  DALLAS RAD STA KROW MAST
 QE2077  PID         -  QE2077
 QE2077  STATE/COUNTY-  OR/POLK
 QE2077  USGS QUAD   -  DALLAS (1986)
 QE2077
 QE2077                         *CURRENT SURVEY CONTROL
 QE2077  ___________________________________________________________________
 QE2077* NAD 83(1991)-  44 55 44.34298(N)    123 17 26.54520(W)     ADJUSTED  
 QE2077* NAVD 88     -              **(meters)            **(feet)            
 QE2077  ___________________________________________________________________
 QE2077  LAPLACE CORR-         -10.15  (seconds)                    DEFLEC99
 QE2077  GEOID HEIGHT-         -22.12  (meters)                     GEOID03
 QE2077  HORZ ORDER  -  THIRD
 QE2077
 QE2077.The horizontal coordinates were established by classical geodetic methods
 QE2077.and adjusted by the National Geodetic Survey in October 1991.
 QE2077
 QE2077
 QE2077.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2077
 QE2077.The geoid height was determined by GEOID03.
 QE2077
 QE2077;                    North         East     Units Scale Factor Converg.
 QE2077;SPC OR N     -   144,074.603 2,279,755.052   MT  0.99990329   -1 58 44.9
 QE2077;SPC OR N     -   472,685.71  7,479,511.33   iFT  0.99990329   -1 58 44.9
 QE2077;UTM  10      - 4,975,102.591   477,059.556   MT  0.99960647   -0 12 19.1
 QE2077
 QE2077                          SUPERSEDED SURVEY CONTROL
 QE2077
 QE2077  NAD 83(1986)-  44 55 44.36862(N)    123 17 26.56032(W) AD(       ) 4
 QE2077  NAD 27      -  44 55 44.94416(N)    123 17 22.19264(W) AD(       ) 3
 QE2077
 QE2077.Superseded values are not recommended for survey control.
 QE2077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2077.See file dsdata.txt to determine how the superseded data were derived.
 QE2077
 QE2077_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ7706075103(NAD 83)
 QE2077
 QE2077  HISTORY     - Date     Condition        Report By
 QE2077  HISTORY     - 1972     MONUMENTED       NGS
 QE2077
 QE2077                          STATION DESCRIPTION
 QE2077
 QE2077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LDF)
 QE2077'THE STATION IS LOCATED IN THE NORTHEAST PART OF DALLAS AND ON THE
 QE2077'SOUTH SIDE OF EAST ELLENDALE STREET.  IT IS 203 FEET HIGH AND IS
 QE2077'PAINTED ALTERNATE RED AND WHITE.  THE POINT INTERSECTED WAS THE
 QE2077'TOP AND CENTER OF THE MAST.
 QE2077'
 QE2077'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE COURTHOUSE
 QE2077'SQUARE IN DALLAS, GO NORTH ON MAIN STREET AND NORTH JEFFERSON
 QE2077'STREET FOR 0.65 MILE TO A CROSSROAD, TURN RIGHT AND GO EAST ON
 QE2077'EAST ELLENDALE STREET FOR 1.1 MILES TO THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2076 ***********************************************************************
 QE2076  DESIGNATION -  DALLAS UNITED METH CH SPIRE
 QE2076  PID         -  QE2076
 QE2076  STATE/COUNTY-  OR/POLK
 QE2076  USGS QUAD   -  DALLAS (1986)
 QE2076
 QE2076                         *CURRENT SURVEY CONTROL
 QE2076  ___________________________________________________________________
 QE2076* NAD 83(1991)-  44 55 29.10803(N)    123 18 01.30440(W)     ADJUSTED  
 QE2076* NAVD 88     -              **(meters)            **(feet)            
 QE2076  ___________________________________________________________________
 QE2076  LAPLACE CORR-         -10.19  (seconds)                    DEFLEC99
 QE2076  GEOID HEIGHT-         -22.09  (meters)                     GEOID03
 QE2076  HORZ ORDER  -  THIRD
 QE2076
 QE2076.The horizontal coordinates were established by classical geodetic methods
 QE2076.and adjusted by the National Geodetic Survey in October 1991.
 QE2076
 QE2076
 QE2076.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2076
 QE2076.The geoid height was determined by GEOID03.
 QE2076
 QE2076;                    North         East     Units Scale Factor Converg.
 QE2076;SPC OR N     -   143,631.002 2,278,977.054   MT  0.99990360   -1 59 09.5
 QE2076;SPC OR N     -   471,230.32  7,476,958.84   iFT  0.99990360   -1 59 09.5
 QE2076;UTM  10      - 4,974,635.259   476,295.888   MT  0.99960691   -0 12 43.6
 QE2076
 QE2076                          SUPERSEDED SURVEY CONTROL
 QE2076
 QE2076  NAD 83(1986)-  44 55 29.13355(N)    123 18 01.31959(W) AD(       ) 4
 QE2076  NAD 27      -  44 55 29.70706(N)    123 17 56.95168(W) AD(       ) 3
 QE2076
 QE2076.Superseded values are not recommended for survey control.
 QE2076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2076.See file dsdata.txt to determine how the superseded data were derived.
 QE2076
 QE2076_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ7629674635(NAD 83)
 QE2076
 QE2076  HISTORY     - Date     Condition        Report By
 QE2076  HISTORY     - 1972     MONUMENTED       NGS
 QE2076
 QE2076                          STATION DESCRIPTION
 QE2076
 QE2076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LDF)
 QE2076'THE STATION IS LOCATED IN THE NORTHEAST PART OF DALLAS, ON THE WEST
 QE2076'SIDE OF LACREOLE DRIVE.  THE POINT INTERSECTED WAS THE POLE ATOP
 QE2076'THE HEXAGONAL WHITE SPIRE.
 QE2076'
 QE2076'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE
 QE2076'COURTHOUSE SQUARE IN DALLAS, GO NORTH ON MAIN STREET AND NORTH
 QE2076'JEFFERSON STREET FOR 0.65 MILE TO A CROSSROAD.  TURN RIGHT AND GO
 QE2076'EAST ON EAST ELLENDALE STREET FOR 0.6 MILE TO A SIDE STREET
 QE2076'RIGHT.  TURN RIGHT AND GO SOUTH ON LACREOLE DRIVE FOR 0.4 MILE
 QE2076'TO THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0852 ***********************************************************************
 RC0852  DESIGNATION -  DALLES
 RC0852  PID         -  RC0852
 RC0852  STATE/COUNTY-  OR/WASCO
 RC0852  USGS QUAD   -  THE DALLES SOUTH (1994)
 RC0852
 RC0852                         *CURRENT SURVEY CONTROL
 RC0852  ___________________________________________________________________
 RC0852* NAD 83(1991)-  45 36 22.02377(N)    121 11 12.20165(W)     ADJUSTED  
 RC0852* NAVD 88     -        36.020  (meters)     118.18   (feet)  ADJUSTED  
 RC0852  ___________________________________________________________________
 RC0852  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 RC0852  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 RC0852  DYNAMIC HT  -          36.019 (meters)     118.17  (feet)  COMP
 RC0852  MODELED GRAV-     980,601.7   (mgal)                       NAVD 88
 RC0852
 RC0852  HORZ ORDER  -  SECOND
 RC0852  VERT ORDER  -  FIRST     CLASS II
 RC0852
 RC0852.The horizontal coordinates were established by classical geodetic methods
 RC0852.and adjusted by the National Geodetic Survey in October 1991.
 RC0852
 RC0852.The orthometric height was determined by differential leveling
 RC0852.and adjusted in June 1991.
 RC0852
 RC0852.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC0852
 RC0852.The geoid height was determined by GEOID03.
 RC0852
 RC0852.The dynamic height is computed by dividing the NAVD 88
 RC0852.geopotential number by the normal gravity value computed on the
 RC0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0852.degrees latitude (g = 980.6199 gals.).
 RC0852
 RC0852.The modeled gravity was interpolated from observed gravity values.
 RC0852
 RC0852;                    North         East     Units Scale Factor Converg.
 RC0852;SPC OR N     -   215,745.210 2,446,432.735   MT  0.99992370   -0 29 13.3
 RC0852;SPC OR N     -   707,825.49  8,026,354.12   iFT  0.99992370   -0 29 13.3
 RC0852;SPC WA S     -    30,553.862   446,425.505   MT  1.00005923   -0 29 55.8
 RC0852;SPC WA S     -   100,242.13  1,464,647.68   sFT  1.00005923   -0 29 55.8
 RC0852;UTM  10      - 5,051,885.027   641,398.728   MT  0.99984581   +1 17 45.2
 RC0852
 RC0852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC0852!SPC OR N     -   0.99999772  x   0.99992370  =   0.99992142
 RC0852!SPC WA S     -   0.99999772  x   1.00005923  =   1.00005695
 RC0852!UTM  10      -   0.99999772  x   0.99984581  =   0.99984353
 RC0852
 RC0852|---------------------------------------------------------------------|
 RC0852| PID    Reference Object                     Distance      Geod. Az  |
 RC0852|                                                           dddmmss.s |
 RC0852| RC2076 T1N R13E SEC 3 LOT 4                  3.390 METERS 14649     |
 RC0852| RC2070 THE DALLES THE TEXAS CO TANK         63.802 METERS 19301     |
 RC0852| RC2062 THE DALLES RAD STA KODL HI MST      APPROX. 2.0 KM 2120210.7 |
 RC0852| RC0853 DALLES RM 1                          10.000 METERS 23431     |
 RC0852| RC2055 THE DALLES RADIO STA KRMW MAST      APPROX. 2.0 KM 2881301.2 |
 RC0852| RC0854 DALLES RM 2                           8.143 METERS 30920     |
 RC0852|---------------------------------------------------------------------|
 RC0852
 RC0852                          SUPERSEDED SURVEY CONTROL
 RC0852
 RC0852  NAD 83(1986)-  45 36 22.03725(N)    121 11 12.19246(W) AD(       ) 2
 RC0852  NAD 27      -  45 36 22.58800(N)    121 11 07.94300(W) AD(       ) 2
 RC0852  NGVD 29 (??/??/92)   35.019  (m)          114.89   (f) ADJ UNCH    1 2
 RC0852
 RC0852.Superseded values are not recommended for survey control.
 RC0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0852.See file dsdata.txt to determine how the superseded data were derived.
 RC0852
 RC0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR4139951885(NAD 83)
 RC0852_MARKER: DB = BENCH MARK DISK
 RC0852_SETTING: 0 = UNSPECIFIED SETTING
 RC0852_STAMPING: DALLES 1939
 RC0852_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC0852
 RC0852  HISTORY     - Date     Condition        Report By
 RC0852  HISTORY     - 1939     MONUMENTED       CGS
 RC0852  HISTORY     - 1942     GOOD             NGS
 RC0852  HISTORY     - 1949     SEE DESCRIPTION  CGS
 RC0852  HISTORY     - 1957     SEE DESCRIPTION  CGS
 RC0852  HISTORY     - 1963     SEE DESCRIPTION  CGS
 RC0852  HISTORY     - 1974     SEE DESCRIPTION  USGS
 RC0852
 RC0852                          STATION DESCRIPTION
 RC0852
 RC0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (WMS)
 RC0852'THIS STATION IS ON THE LEFT BANK OF THE COLUMBIA RIVER ON
 RC0852'GOVERNMENT LOT 4, SEC. 3, T 1 N, R 13 E, ABOUT 1/4 MILE NW OF
 RC0852'THE RAILROAD DEPOT IN THE DALLES, OREGON.
 RC0852'
 RC0852'STATION MARK IS A STANDARD DISK CEMENTED IN DRILL HOLE IN
 RC0852'SOLID ROCK.
 RC0852'
 RC0852'REFERENCE MARK NO.1 IS A STANDARD DISK WITH ARROW POINTING
 RC0852'TOWARD STATION CEMENTED IN SOLID ROCK, SW OF STATION, STAMPED
 RC0852'DALLES NO.1 1939.
 RC0852'
 RC0852'REFERENCE MARK NO.2 IS A STANDARD DISK WITH ARROW POINTING
 RC0852'TOWARD STATION CEMENTED IN SOLID ROCK WNW OF THE STATION,
 RC0852'STAMPED DALLES NO.2 1939.
 RC0852'
 RC0852'STATION IS REACHED AS FOLLOWS--FROM THE RAILROAD DEPOT IN THE
 RC0852'DALLES, OREGON, GO WESTWARD ON ROAD ALONG RAILROAD TRACKS TO
 RC0852'THE TEXACO OIL COMPANY PLANT.  PASS THROUGH A WIRE GATE AT THE
 RC0852'N SIDE OF FENCED ENCLOSURE AROUND TEXACO PLANT AND STOP AT
 RC0852'SILVERED TANKS ON LEFT TOP OF CUT.  WALK ABOUT 250 FEET NNE TO
 RC0852'THE RIVER AND THE STATION.
 RC0852
 RC0852                          STATION RECOVERY (1942)
 RC0852
 RC0852'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 RC0852'0.25 MI NW FROM THE DALLES.
 RC0852'ABOUT .25 MILES NORTHWEST OF THE DALLES, ON SOUTHWEST BANK OF THE
 RC0852'COLUMBIA RIVER.  ABOUT 300 FEET NORTH-NORTHEAST OF THE TEXACO OIL
 RC0852'TANKS.  ABOUT 400 FEET NORTH-NORTH EAST OF THE UNION PACIFIC RAILROAD.
 RC0852
 RC0852                          STATION RECOVERY (1949)
 RC0852
 RC0852'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (HJH)
 RC0852'STATION IS ON THE S BANK OF THE COLUMBIA RIVER, ON GOVERNMENT
 RC0852'LOT 4, SEC. 3, T1N, R 13 E, ABOUT 1/4 MILE NW OF THE RAILROAD
 RC0852'DEPOT AT THE DALLES.  STATION MARK IS A BRONZE DISK CEMENTED IN
 RC0852'DRILLED HOLE IN SOLID ROCK, STAMPED DALLES 1939.
 RC0852'
 RC0852'R.M. 2 IS A BRONZE DISK CEMENTED IN DRILL HOLE IN SOLID ROCK,
 RC0852'WNW OF THE STATION, STAMPED DALLES NO.2, 1939.
 RC0852'
 RC0852'R.M. 1 IS A BRONZE DISK CEMENTED IN DRILL HOLE IN SOLID ROCK,
 RC0852'SW OF STATION, STAMPED DALLES NO.1, 1939.
 RC0852'
 RC0852'IRON PIPE U.S.E. TIE IS A 1-INCH PIPE SET E OF THE STATION,
 RC0852'PROJECTING ABOUT 1 FOOT.
 RC0852'
 RC0852'STATION IS REACHED AS FOLLOWS--FROM THE RAILROAD DEPOT IN THE
 RC0852'DALLES, GO W ON ROAD ALONG RAILROAD TRACKS TO THE TEXAS OIL
 RC0852'COMPANY PLANT.  PASS THROUGH A WIRE GATE AT THE N SIDE OF FENCED
 RC0852'ENCLOSURE AROUND TEXACO PLANT AND STOP AT SILVERED TANKS ON LEFT
 RC0852'TOP OF CUT.  WALK 250 FEET NNE TO THE RIVERBANK AND STATION.
 RC0852'
 RC0852'DISTANCES CHECKED BUT NO CHECK MADE ON DIRECTIONS AT THIS TIME.
 RC0852
 RC0852                          STATION RECOVERY (1957)
 RC0852
 RC0852'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 RC0852'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 RC0852'CONDITION.  A SLIGHT DIFFERENCE IN THE DISTANCE TO REFERENCE
 RC0852'MARK 1 WAS NOTED.  THE CORRECT DISTANCE IS SHOWN BELOW.  THE
 RC0852'ROUTE TO THE STATION IS ADEQUATE, EXCEPT THAT IT IS NOT NECESSARY
 RC0852'TO PASS THROUGH THE FENCE ENCLOSURE OF THE TEXACO PLANT.  FROM
 RC0852'THE N SIDE OF THE TEXACO PLANT, PACK NE TOWARD THE RIVER FOR
 RC0852'ABOUT 125 YD. TO THE STATION, ABOUT 20 FT. SW OF THE RIVER
 RC0852'BLUFF.
 RC0852
 RC0852                          STATION RECOVERY (1963)
 RC0852
 RC0852'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FN)
 RC0852'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 RC0852'HAVE BEEN DESTROYED PRIOR TO JUNE 1963 BY EXCESSIVE BLASTING AND
 RC0852'HEAVY MACHINERY WORKING IN THE AREA.
 RC0852
 RC0852                          STATION RECOVERY (1974)
 RC0852
 RC0852'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (DHK)
 RC0852'THE ROCK BANK HAS CRUMBLED INTO THE RIVER AND ALL THE MARKS HAVE
 RC0852'BEEN DESTROYED.  THIS STATION WAS SKETCHED BY THE USGS IN
 RC0852'1956.  BY USING THIS SKETCH THE POSITION WHERE THE MARKS HAD
 RC0852'BEEN WAS FOUND AND AFFIRMS THAT THESE MARKS HAVE BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0853 ***********************************************************************
 RC0853  DESIGNATION -  DALLES RM 1
 RC0853  PID         -  RC0853
 RC0853  STATE/COUNTY-  OR/WASCO
 RC0853  USGS QUAD   -  THE DALLES SOUTH (1994)
 RC0853
 RC0853                         *CURRENT SURVEY CONTROL
 RC0853  ___________________________________________________________________
 RC0853* NAD 83(1986)-  45 36 21.     (N)    121 11 11.     (W)     SCALED    
 RC0853* NAVD 88     -        36.410  (meters)     119.46   (feet)  ADJUSTED  
 RC0853  ___________________________________________________________________
 RC0853  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 RC0853  DYNAMIC HT  -          36.409 (meters)     119.45  (feet)  COMP
 RC0853  MODELED GRAV-     980,602.1   (mgal)                       NAVD 88
 RC0853
 RC0853  VERT ORDER  -  FIRST     CLASS II
 RC0853
 RC0853.The horizontal coordinates were scaled from a topographic map and have
 RC0853.an estimated accuracy of +/- 6 seconds.
 RC0853
 RC0853.The orthometric height was determined by differential leveling
 RC0853.and adjusted in June 1991.
 RC0853
 RC0853.The geoid height was determined by GEOID03.
 RC0853
 RC0853.The dynamic height is computed by dividing the NAVD 88
 RC0853.geopotential number by the normal gravity value computed on the
 RC0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0853.degrees latitude (g = 980.6199 gals.).
 RC0853
 RC0853.The modeled gravity was interpolated from observed gravity values.
 RC0853
 RC0853;                    North         East    Units  Estimated Accuracy
 RC0853;SPC OR N     -   215,710.    2,446,460.      MT  (+/- 180 meters Scaled)
 RC0853
 RC0853                          SUPERSEDED SURVEY CONTROL
 RC0853
 RC0853  NGVD 29 (??/??/92)   35.409  (m)          116.17   (f) ADJ UNCH    1 2
 RC0853
 RC0853.Superseded values are not recommended for survey control.
 RC0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0853.See file dsdata.txt to determine how the superseded data were derived.
 RC0853
 RC0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR414518(NAD 83)
 RC0853_MARKER: DR = REFERENCE MARK DISK
 RC0853_SETTING: 0 = UNSPECIFIED SETTING
 RC0853_STAMPING: REFERENCE 1 1939
 RC0853_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC0853
 RC0853  HISTORY     - Date     Condition        Report By
 RC0853  HISTORY     - 1939     MONUMENTED       CGS
 RC0853  HISTORY     - 1941     GOOD             NGS
 RC0853
 RC0853                          STATION DESCRIPTION
 RC0853
 RC0853'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 RC0853'0.25 MI NW FROM THE DALLES.
 RC0853'ABOUT .25 MILE NORTHWEST OF THE DALLES.  ABOUT 33 FEET SOUTHWEST OF
 RC0853'TRIANGULATION DALLES 1939.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0854 ***********************************************************************
 RC0854  DESIGNATION -  DALLES RM 2
 RC0854  PID         -  RC0854
 RC0854  STATE/COUNTY-  OR/WASCO
 RC0854  USGS QUAD   -  THE DALLES SOUTH (1994)
 RC0854
 RC0854                         *CURRENT SURVEY CONTROL
 RC0854  ___________________________________________________________________
 RC0854* NAD 83(1986)-  45 36 21.     (N)    121 11 11.     (W)     SCALED    
 RC0854* NAVD 88     -        35.796  (meters)     117.44   (feet)  ADJUSTED  
 RC0854  ___________________________________________________________________
 RC0854  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 RC0854  DYNAMIC HT  -          35.796 (meters)     117.44  (feet)  COMP
 RC0854  MODELED GRAV-     980,602.1   (mgal)                       NAVD 88
 RC0854
 RC0854  VERT ORDER  -  FIRST     CLASS II
 RC0854
 RC0854.The horizontal coordinates were scaled from a topographic map and have
 RC0854.an estimated accuracy of +/- 6 seconds.
 RC0854
 RC0854.The orthometric height was determined by differential leveling
 RC0854.and adjusted in June 1991.
 RC0854
 RC0854.The geoid height was determined by GEOID03.
 RC0854
 RC0854.The dynamic height is computed by dividing the NAVD 88
 RC0854.geopotential number by the normal gravity value computed on the
 RC0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0854.degrees latitude (g = 980.6199 gals.).
 RC0854
 RC0854.The modeled gravity was interpolated from observed gravity values.
 RC0854
 RC0854;                    North         East    Units  Estimated Accuracy
 RC0854;SPC OR N     -   215,710.    2,446,460.      MT  (+/- 180 meters Scaled)
 RC0854
 RC0854                          SUPERSEDED SURVEY CONTROL
 RC0854
 RC0854  NGVD 29 (??/??/92)   34.795  (m)          114.16   (f) ADJ UNCH    1 2
 RC0854
 RC0854.Superseded values are not recommended for survey control.
 RC0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0854.See file dsdata.txt to determine how the superseded data were derived.
 RC0854
 RC0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR414518(NAD 83)
 RC0854_MARKER: DR = REFERENCE MARK DISK
 RC0854_SETTING: 0 = UNSPECIFIED SETTING
 RC0854_STAMPING: REFERENCE 2 1939
 RC0854_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC0854
 RC0854  HISTORY     - Date     Condition        Report By
 RC0854  HISTORY     - 1939     MONUMENTED       CGS
 RC0854  HISTORY     - 1941     GOOD             NGS
 RC0854
 RC0854                          STATION DESCRIPTION
 RC0854
 RC0854'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 RC0854'0.25 MI NW FROM THE DALLES.
 RC0854'ABOUT .25 MILE NORTHWEST OF THE DALLES.  ABOUT 25 FEET NORTHWEST OF
 RC0854'TRIANGULATION DALLES 1939.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3989 ***********************************************************************
 RD3989  DESIGNATION -  DALTON
 RD3989  PID         -  RD3989
 RD3989  STATE/COUNTY-  OR/COLUMBIA
 RD3989  USGS QUAD   -  ST HELENS (1990)
 RD3989
 RD3989                         *CURRENT SURVEY CONTROL
 RD3989  ___________________________________________________________________
 RD3989* NAD 83(1991)-  45 52 28.01588(N)    122 47 57.82037(W)     ADJUSTED  
 RD3989* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 RD3989  ___________________________________________________________________
 RD3989  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 RD3989  GEOID HEIGHT-         -22.27  (meters)                     GEOID03
 RD3989  HORZ ORDER  -  THIRD
 RD3989
 RD3989.The horizontal coordinates were established by classical geodetic methods
 RD3989.and adjusted by the National Geodetic Survey in October 1991.
 RD3989
 RD3989.The orthometric height was scaled from a topographic map.
 RD3989
 RD3989.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3989
 RD3989.The geoid height was determined by GEOID03.
 RD3989
 RD3989;                    North         East     Units Scale Factor Converg.
 RD3989;SPC OR N     -   247,880.117 2,321,508.243   MT  0.99997050   -1 37 50.5
 RD3989;SPC OR N     -   813,254.98  7,616,496.86   iFT  0.99997050   -1 37 50.5
 RD3989;SPC WA S     -    62,747.227   321,505.780   MT  0.99999093   -1 40 13.0
 RD3989;SPC WA S     -   205,863.19  1,054,806.88   sFT  0.99999093   -1 40 13.0
 RD3989;UTM  10      - 5,080,117.616   515,568.439   MT  0.99960298   +0 08 38.4
 RD3989
 RD3989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3989!SPC OR N     -   1.00000286  x   0.99997050  =   0.99997336
 RD3989!SPC WA S     -   1.00000286  x   0.99999093  =   0.99999379
 RD3989!UTM  10      -   1.00000286  x   0.99960298  =   0.99960584
 RD3989
 RD3989:                Primary Azimuth Mark                     Grid Az
 RD3989:SPC OR N     -  GRUSS                                    044 06 40.6
 RD3989:SPC WA S     -  GRUSS                                    044 09 03.1
 RD3989:UTM  10      -  GRUSS                                    042 20 11.7
 RD3989
 RD3989|---------------------------------------------------------------------|
 RD3989| PID    Reference Object                     Distance      Geod. Az  |
 RD3989|                                                           dddmmss.s |
 RD3989| RD3883 GRUSS                               APPROX. 1.7 KM 0422850.1 |
 RD3989| RD3873 WOODLAND AVIATION BEACON            APPROX. 1.9 KM 0493937.4 |
 RD3989| RD3877 H 6 2 RESET                          83.766 METERS 33845     |
 RD3989|---------------------------------------------------------------------|
 RD3989
 RD3989                          SUPERSEDED SURVEY CONTROL
 RD3989
 RD3989  NAD 83(1986)-  45 52 28.03517(N)    122 47 57.81781(W) AD(       ) 3
 RD3989  NAD 27      -  45 52 28.61800(N)    122 47 53.44400(W) AD(       ) 3
 RD3989
 RD3989.Superseded values are not recommended for survey control.
 RD3989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3989.See file dsdata.txt to determine how the superseded data were derived.
 RD3989
 RD3989_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1556880118(NAD 83)
 RD3989_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RD3989_SETTING: 66 = SET IN ROCK OUTCROP
 RD3989_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 RD3989_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RD3989
 RD3989  HISTORY     - Date     Condition        Report By
 RD3989  HISTORY     - 1937     MONUMENTED       CGS
 RD3989  HISTORY     - 1951     SEE DESCRIPTION  CGS
 RD3989  HISTORY     - 1981     GOOD             NGS
 RD3989
 RD3989                          STATION DESCRIPTION
 RD3989
 RD3989'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (RWK)
 RD3989'STATION IS ABOUT 3/4 MILE S OF ST. HELENS, ON THE PROPERTY OF DR.
 RD3989'DALTON, ON A FIRM ROCKY LEDGE PROJECTING ABOUT 2 METERS INTO THE
 RD3989'RIVER AND ABOUT 17 FEET ABOVE MEAN LOW WATER.
 RD3989'
 RD3989'STATION IS MARKED BY A STANDARD DISK STAMPED DALTON 1937 CEMENTED
 RD3989'INTO BEDROCK AS DESCRIBED IN NOTE 3.
 RD3989'
 RD3989'LEMONT LIGHT IS DISTANT 125 METERS IN APPROXIMATE AZIMUTH 341 DEG.
 RD3989
 RD3989                          STATION RECOVERY (1951)
 RD3989
 RD3989'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HGC)
 RD3989'STATION IS APPROXIMATELY 3/4 MILE N OF ST. HELENS, ON THE W BANK OF
 RD3989'THE COLUMBIA RIVER, 1/4 MILE WNW OF N END OF ISLAND SEPARATING MAIN
 RD3989'CHANNEL AND MULTNOMAH CHANNEL, ON A SOLID BEDROCK LEDGE PROJECTING
 RD3989'APPROXIMATELY 2 METERS INTO THE RIVER, AND 17 FEET ABOVE MEAN
 RD3989'LOWER LOW WATER.  IT IS APPROXIMATELY 125 METERS N OF ST. HELENS
 RD3989'CHANNEL LIGHT NO. 2.
 RD3989'
 RD3989'STATION MARK IS A STANDARD TRIANGULATION DISK CEMENTED IN A DRILL
 RD3989'HOLE IN THE BEDROCK.  IT IS STAMPED DALTON 1937.
 RD3989
 RD3989                          STATION RECOVERY (1981)
 RD3989
 RD3989'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 RD3989'THE STATION WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARKS 1 AND 2
 RD3989'WERE ESTABLISHED AT THIS TIME
 RD3989'
 RD3989'THE STATION IS LOCATED ABOUT 3/4 MILE NORTH OF ST HELENS, ON THE WEST
 RD3989'BANK OF THE COLUMBIA RIVER ABOUT 1/4 MILE NORTHWEST OF THE NORTH END
 RD3989'OF THE ISLAND SEPERATING THE MAIN CHANNEL AND MULTNOMAH CHANNEL,
 RD3989'ABOUT 125 METERS NORTH OF ST HELENS CHANNEL LT 2 AND IS ABOUT 3
 RD3989'METERS HIGHER THAN THE RIVER.  IT IS ON PROPERTY OF GORDEN PHILLIPS.
 RD3989'
 RD3989'TO REACH THE STATION FROM THE POST OFFICE IN ST HELENS GO EAST ON
 RD3989'COLUMBIA BLVD 0.7 MILES, TURN LEFT ON N 4TH ST AND GO 0.4 MILE TO A T
 RD3989'JUNCTION, TURN RIGHT ON LEMONT ST AND GO 0.1 MILE TO A ROAD FORK,
 RD3989'TAKE LEFT FORK GARY CLIFF DRIVE, AND GO 0.3 MILE TO A ROAD FORK, TAKE
 RD3989'LEFT FORK AND GO 0.5 MILE TO PHILLIPS RESIDENCE ON THE RIGHT.  THE
 RD3989'STATION IS AT BOTTOM OF BLUFF BELOW THE HOUSE.  IF STEPS ARE NOT IN
 RD3989'IT WOULD BE EASIER TO GO TO STATION H 62 USE AND HIKE BACK ALONG THE
 RD3989'RIVER BANK TO THE STATION ABOUT 150 METERS.
 RD3989'
 RD3989'THE STATION IS A STANDARD US COAST AND GEODETIC SURVEY (NOW NOS) DISK
 RD3989'STAMPED---DALTON 1937---SET INTO A ROCK LEDGE LOCATED 1.20 METERS
 RD3989'(3.9 FEET) E FROM A METAL WITNESS SIGN NAILED INTO ROCK BANK, 1.05
 RD3989'METERS (3.4 FEET) W FROM THE TOP OF THE ROCK LEDGE THAT DROPS
 RD3989'STRAIGHT INTO THE RIVER, AND 0.30 METER (1.0 FOOT) SW FROM THE
 RD3989'HIGHEST PART OF THE ROCK LEDGE.
 RD3989'
 RD3989'REFERENCE MARK NO. 1 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 RD3989'STAMPED---DALTON 1937 NO 1 1981---SET INTO A ROCK LEDGE LOCATED
 RD3989'2.20 METERS (7.2 FEET) NW FROM A U NOTCH IN BANK AND EDGE OF RIVER,
 RD3989'2.00 METERS (6.6 FEET) S FROM AN 8 INCH IN DIAMETER TREE, AND 2.0
 RD3989'METERS (7 FEET) LOWER THAN THE STATION.
 RD3989'
 RD3989'REFERENCE MARK NO. 2 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 RD3989'STAMPED---DALTON 1937 NO 2 1981---SET INTO A ROCK LEDGE LOCATED
 RD3989'4.10 METERS (13.5 FEET) S FROM THE HIGHEST PART OF A ROCK LEDGE, 0.20
 RD3989'METER (0.7 FOOT) W FROM THE TOP OF LEDGE, 0.30 METER (1.0 FOOT) E
 RD3989'FROM WHERE ROCK BLUFF CONTINUES UP THE HILL, AND 1.0 METER (3 FEET)
 RD3989'LOWER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB1212 ***********************************************************************
 QB1212  DESIGNATION -  DALY
 QB1212  PID         -  QB1212
 QB1212  STATE/COUNTY-  OR/BAKER
 QB1212  USGS QUAD   -  DALY CREEK (1987)
 QB1212
 QB1212                         *CURRENT SURVEY CONTROL
 QB1212  ___________________________________________________________________
 QB1212* NAD 83(1991)-  44 41 11.44924(N)    117 11 30.72683(W)     ADJUSTED  
 QB1212* NAVD 88     -      1362.6    (meters)    4470.     (feet)  VERTCON   
 QB1212  ___________________________________________________________________
 QB1212  LAPLACE CORR-          -3.18  (seconds)                    DEFLEC99
 QB1212  GEOID HEIGHT-         -16.48  (meters)                     GEOID03
 QB1212  HORZ ORDER  -  FIRST
 QB1212
 QB1212.The horizontal coordinates were established by classical geodetic methods
 QB1212.and adjusted by the National Geodetic Survey in October 1991.
 QB1212
 QB1212.The NAVD 88 height was computed by applying the VERTCON shift value to
 QB1212.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QB1212
 QB1212.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB1212
 QB1212.The geoid height was determined by GEOID03.
 QB1212
 QB1212;                    North         East     Units Scale Factor Converg.
 QB1212;SPC OR N     -   118,695.470 2,762,162.403   MT  0.99992978   +2 20 45.9
 QB1212;SPC OR N     -   389,420.83  9,062,212.61   iFT  0.99992978   +2 20 45.9
 QB1212;SPC ID W     -   336,482.617   685,702.479   MT  1.00009393   -1 00 50.7
 QB1212;SPC ID W     - 1,103,943.39  2,249,675.55   sFT  1.00009393   -1 00 50.7
 QB1212;UTM  11      - 4,948,144.906   484,795.589   MT  0.99960284   -0 08 05.7
 QB1212
 QB1212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QB1212!SPC OR N     -   0.99978899  x   0.99992978  =   0.99971878
 QB1212!SPC ID W     -   0.99978899  x   1.00009393  =   0.99988290
 QB1212!UTM  11      -   0.99978899  x   0.99960284  =   0.99939191
 QB1212
 QB1212:                Primary Azimuth Mark                     Grid Az
 QB1212:SPC OR N     -  CAIRN 2 MILES N OF STA IRON              129 22 35.4
 QB1212:SPC ID W     -  CAIRN 2 MILES N OF STA IRON              132 44 12.0
 QB1212:UTM  11      -  CAIRN 2 MILES N OF STA IRON              131 51 27.0
 QB1212
 QB1212|---------------------------------------------------------------------|
 QB1212| PID    Reference Object                     Distance      Geod. Az  |
 QB1212|                                                           dddmmss.s |
 QB1212| QB1203 CAIRN 2 MILES N OF STA IRON         APPROX.17.6 KM 1314321.3 |
 QB1212| CD6341 DALY RM 1                             7.972 METERS 15715     |
 QB1212| QB1209 SUGARLOAF MOUNTAIN CAIRN            APPROX.10.5 KM 1975157.5 |
 QB1212| CD6340 DALY AZ MK                                         2305644.3 |
 QB1212| CD6342 DALY RM 2                             9.058 METERS 26345     |
 QB1212| QB1213 SHEEP MOUNTAIN CAIRN                APPROX. 4.8 KM 2730145.2 |
 QB1212|---------------------------------------------------------------------|
 QB1212
 QB1212                          SUPERSEDED SURVEY CONTROL
 QB1212
 QB1212  NAD 83(1986)-  44 41 11.44934(N)    117 11 30.72724(W) AD(       ) 1
 QB1212  NAD 27      -  44 41 11.86544(N)    117 11 27.08970(W) AD(       ) 1
 QB1212  NGVD 29 (07/19/86) 1361.5    (m)         4467.     (f) VERT ANG    3  
 QB1212
 QB1212.Superseded values are not recommended for survey control.
 QB1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB1212.See file dsdata.txt to determine how the superseded data were derived.
 QB1212
 QB1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK8479648145(NAD 83)
 QB1212_MARKER: Z = SEE DESCRIPTION
 QB1212_SETTING: 0 = UNSPECIFIED SETTING
 QB1212
 QB1212  HISTORY     - Date     Condition        Report By
 QB1212  HISTORY     - 1945     MONUMENTED       CGS
 QB1212  HISTORY     - 1966     SEE DESCRIPTION  CGS
 QB1212
 QB1212                          STATION DESCRIPTION
 QB1212
 QB1212'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (ANS)
 QB1212'STATION IS LOCATED ABOUT 6 MILES S OF RICHLAND, ON THE FLAT
 QB1212'SUMMIT OF A GRASS-COVERED HILL THAT LIES ON THE DIVIDE BETWEEN
 QB1212'DALY CREEK AND SQUAW CREEK.  IT IS ABOUT 1/4 MILE E OF THE
 QB1212'SUMMIT OF AN OLD RANCH ROAD GRADE, LEADING S FROM RICHLAND,
 QB1212'WHERE IT PASSES THROUGH A SADDLE IN THE DIVIDE.  STATION
 QB1212'ELEVATION IS APPROXIMATELY 4,450 FEET.
 QB1212'
 QB1212'THE STATION MARK, STAMPED DALY 1945, IS A BRONZE STATION DISK
 QB1212'SET IN A BEDROCK OUTCROP, ABOUT 2 FEET BY 2-1/2 FEET, PROTRUDING
 QB1212'4 INCHES ABOVE THE SURFACE.  IT IS AT THE E END OF THE SUMMIT,
 QB1212'ABOUT 100 METERS E OF AND 4 FEET LOWER THAN THE HIGHEST POINT.
 QB1212'
 QB1212'NO UNDERGROUND OR WITNESS MARK WAS SET.
 QB1212'
 QB1212'REFERENCE MARK 1, STAMPED DALY NO 1 1945, IS A BRONZE REFERENCE
 QB1212'DISK SET IN A BEDROCK OUTCROP, ABOUT 14 BY 20 INCHES, PROTRUDING
 QB1212'8 INCHES ABOVE THE SURFACE.  IT IS AT ABOUT THE SAME ELEVATION
 QB1212'AS THE STATION MARK AND LOCATED ALONG A LOW LEDGE ABOUT 1 FOOT
 QB1212'IN HEIGHT.
 QB1212'
 QB1212'REFERENCE MARK 2, STAMPED DALY NO 2 1945, IS A BRONZE REFERENCE
 QB1212'DISK SET IN BEDROCK FLUSH WITH THE SURFACE.  IT IS 1 FOOT E
 QB1212'OF A SMALL CAIRN AND AT ABOUT THE SAME ELEVATION AS THE STATION
 QB1212'MARK.
 QB1212'
 QB1212'THE AZIMUTH MARK, STAMPED DALY 1945, IS A BRONZE AZIMUTH DISK
 QB1212'SET IN BEDROCK FLUSH WITH THE SURFACE, ON THE EDGE OF A RIM,
 QB1212'ABOUT 8 FEET IN HEIGHT.  IT IS LOCATED ON THE FIRST HILL SW
 QB1212'ACROSS THE SADDLE FROM THE STATION HILL, APPROXIMATELY 115
 QB1212'METERS S OF, AND 25 FEET LOWER THAN THE HIGHEST POINT.  IT
 QB1212'IS ALSO ABOUT 200 METERS W OF THE ROAD, IN THE SADDLE, AND 1-1/2
 QB1212'METERS NE OF A 4-FOOT CAIRN.
 QB1212'
 QB1212'TO REACH THE STATION FROM THE GROCERY STORE IN RICHLAND, GO
 QB1212'S AND W ON THE GRAVELED ROAD LEADING TOWARDS THE POWDER RIVER
 QB1212'BRIDGE 1.3 MILES TO THE BRIDGE CROSSING EAGLE CREEK.  CONTINUE
 QB1212'ON THE MAIN TRAVELED ROAD 0.7 MILE TO THE BRIDGE CROSSING
 QB1212'THE POWDER RIVER.  THENCE CONTINUE S 0.2 MILE TO A ROAD FORK.
 QB1212'TAKE THE RIGHT FORK, LEAVING THE MAIN TRAVELED ROAD, AND FOLLOW
 QB1212'TRACK ROAD UP GRADE 5.6 MILES TO THE SUMMIT OF THE GRADE IN THE
 QB1212'SADDLE.  (THE AZIMUTH MARK IS ON THE HILL TO THE RIGHT, W.)
 QB1212'TURN LEFT, E, OFF THE ROAD, AND CONTINUE UP HILL 0.2 MILE TO
 QB1212'THE E END OF THE SUMMIT AND LOCATION OF THE STATION.
 QB1212
 QB1212                          STATION RECOVERY (1966)
 QB1212
 QB1212'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CAA)
 QB1212'THE STATION MARK REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 QB1212'WERE RECOVERED AND FOUND IN GOOD CONDITION.  DUE TO CHANGES
 QB1212'IN THE ROUTE TO THE STATION A NEW AND COMPLETE DESCRIPTION
 QB1212'FOLLOWS.
 QB1212'
 QB1212'THE STATION IS LOCATED ON THE TOP OF A PROMINENT GRASS AND
 QB1212'SAGE BRUSH COVERED MOUNTAIN WHICH IS 4467 FEET IN ELEVATION.
 QB1212'IT IS 34 MILES WEST OF COUNCIL IDAHO, 26 MILES NORTHWEST OF
 QB1212'MIDVALE IDAHO AND 6 MILES SOUTH OF RICHLAND OREGON.
 QB1212'
 QB1212'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 86
 QB1212'AND 1ST STREET IN RICHLAND, GO SOUTH ON 1ST STREET FOR 1.3
 QB1212'MILES TO A FORK.  TAKE THE LEFT FORK FOR 0.8 MILE TO A FORK.
 QB1212'TAKE THE RIGHT FORK SOUTH FOR 5.6 MILES TO A SADDLE AT THE
 QB1212'TOP OF THE RIDGE.  (TO REACH THE AZIMUTH MARK FROM THIS POINT
 QB1212'CONTINUE ALONG THE GRADED ROAD FOR 0.1 MILE THEN PACK TO THE
 QB1212'TOP OF AN OUTCROP OF ROCK AND THE MARK).  TURN LEFT ALONG
 QB1212'A TRACK ROAD LEADING UPHILL FOR 0.35 MILE TO THE HIGHEST POINT
 QB1212'AND THE STATION.
 QB1212'
 QB1212'THE STATION MARK IS A STANDARD DISK STAMPED DALY 1945.  IT
 QB1212'IS SET IN A DRILL HOLE IN AN OUTCROP OF BEDROCK WHICH PROJECTS
 QB1212'ABOUT 4 INCHES.
 QB1212'
 QB1212'REFERENCE MARK 1 IS A STANDARD DISK STAMPED DALY NO 1 1945.
 QB1212'IT IS SET IN A DRILL HOLE IN BEDROCK WHICH IS ABOUT 2 FEET
 QB1212'LOWER THAN THE STATION.
 QB1212'
 QB1212'REFERENCE MARK 2 IS A STANDARD DISK STAMPED DALY NO 2 1945.
 QB1212'IT IS SET IN A DRILL HOLE IN AN OUTCROP OF BEDROCK WHICH IS
 QB1212'ABOUT 1 FOOT HIGHER THAN THE STATION.
 QB1212'
 QB1212'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DALY 1945.  IT
 QB1212'IS SET IN A DRILL HOLE IN AN OUTCROP OF RIMROCK WHICH IS
 QB1212'ABOUT 7 FEET HIGH AND ABOUT 25 FEET LOWER THAN THE TOP OF
 QB1212'THE HILL.
 QB1212'
 QB1212'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0155 ***********************************************************************
 NW0155  DESIGNATION -  DAM
 NW0155  PID         -  NW0155
 NW0155  STATE/COUNTY-  OR/MALHEUR
 NW0155  USGS QUAD   -  THREE FORKS (1980)
 NW0155
 NW0155                         *CURRENT SURVEY CONTROL
 NW0155  ___________________________________________________________________
 NW0155* NAD 83(1986)-  42 33 15.     (N)    117 09 34.     (W)     SCALED    
 NW0155* NAVD 88     -      1465.578  (meters)    4808.32   (feet)  ADJUSTED  
 NW0155  ___________________________________________________________________
 NW0155  GEOID HEIGHT-         -17.43  (meters)                     GEOID03
 NW0155  DYNAMIC HT  -        1464.701 (meters)    4805.44  (feet)  COMP
 NW0155  MODELED GRAV-     979,971.4   (mgal)                       NAVD 88
 NW0155
 NW0155  VERT ORDER  -  SECOND    CLASS 0
 NW0155
 NW0155.The horizontal coordinates were scaled from a topographic map and have
 NW0155.an estimated accuracy of +/- 6 seconds.
 NW0155
 NW0155.The orthometric height was determined by differential leveling
 NW0155.and adjusted in June 1991.
 NW0155
 NW0155.The geoid height was determined by GEOID03.
 NW0155
 NW0155.The dynamic height is computed by dividing the NAVD 88
 NW0155.geopotential number by the normal gravity value computed on the
 NW0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0155.degrees latitude (g = 980.6199 gals.).
 NW0155
 NW0155.The modeled gravity was interpolated from observed gravity values.
 NW0155
 NW0155;                    North         East    Units  Estimated Accuracy
 NW0155;SPC OR S     -   104,060.    1,774,270.      MT  (+/- 180 meters Scaled)
 NW0155
 NW0155                          SUPERSEDED SURVEY CONTROL
 NW0155
 NW0155  NGVD 29 (??/??/92) 1464.493  (m)         4804.76   (f) ADJ UNCH    2 0
 NW0155
 NW0155.Superseded values are not recommended for survey control.
 NW0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0155.See file dsdata.txt to determine how the superseded data were derived.
 NW0155
 NW0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH869113(NAD 83)
 NW0155_MARKER: DD = SURVEY DISK
 NW0155_SETTING: 66 = SET IN ROCK OUTCROP
 NW0155_SP_SET: OUTCROP
 NW0155_STAMPING: DAM
 NW0155_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0155+STABILITY: POSITION/ELEVATION WELL
 NW0155
 NW0155  HISTORY     - Date     Condition        Report By
 NW0155  HISTORY     - UNK      MONUMENTED       BOR
 NW0155  HISTORY     - 1963     GOOD             NGS
 NW0155  HISTORY     - 1975     GOOD             USGS
 NW0155
 NW0155                          STATION DESCRIPTION
 NW0155
 NW0155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 NW0155'35.9 MI S FROM JORDAN VALLEY.
 NW0155'22.6 MILES SOUTH ALONG A GRAVELED ROAD FROM THE JORDAN VALLEY HOTEL AT
 NW0155'JORDAN VALLEY, THENCE 12.95 MILES SOUTHWEST ALONG A DIRT ROAD, THENCE
 NW0155'0.35 MILE WEST ALONG THE NORTH RIM OF THE THREE FORKS CANYON, ABOUT
 NW0155'0.25 MILE NORTH OF BENCH MARK G 588, IN THE TOP OF A LARGE OUTCROP,
 NW0155'AND 10 FEET NORTH OF THE SOUTH EDGE OF THE CANYON RIM.
 NW0155
 NW0155                          STATION RECOVERY (1975)
 NW0155
 NW0155'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NW0155'JORDAN VALLEY POST OFFICE, 22.6 MI S. OF ALONG GRAVELED RD., THENCE
 NW0155'12.7 MI SW. ALONG GRAVELED RD., THENCE 0.35 MI W. ALONG N. RIM AT
 NW0155'OWYHEE CANYON AT THREE FORKS, ABOUT 0.25 MI N. OF BENCH MARK G-588.
 NW0155'10 FT N. OF EDGE OF CANYON RIM. SET IN TOP OF LARGE OUTCROP. STANDARD
 NW0155'C AND GS DISK STAMPED DAM.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2594 ***********************************************************************
 RD2594  DESIGNATION -  DAM
 RD2594  PID         -  RD2594
 RD2594  STATE/COUNTY-  OR/MULTNOMAH
 RD2594  USGS QUAD   -  LAKE OSWEGO (1984)
 RD2594
 RD2594                         *CURRENT SURVEY CONTROL
 RD2594  ___________________________________________________________________
 RD2594* NAD 83(1991)-  45 28 47.85842(N)    122 39 46.07969(W)     ADJUSTED  
 RD2594* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 RD2594  ___________________________________________________________________
 RD2594  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 RD2594  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 RD2594  HORZ ORDER  -  THIRD
 RD2594
 RD2594.The horizontal coordinates were established by classical geodetic methods
 RD2594.and adjusted by the National Geodetic Survey in October 1991.
 RD2594
 RD2594.The orthometric height was scaled from a topographic map.
 RD2594
 RD2594.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2594
 RD2594.The geoid height was determined by GEOID03.
 RD2594
 RD2594;                    North         East     Units Scale Factor Converg.
 RD2594;SPC OR N     -   203,760.424 2,330,935.323   MT  0.99990931   -1 32 01.8
 RD2594;SPC OR N     -   668,505.33  7,647,425.60   iFT  0.99990931   -1 32 01.8
 RD2594;UTM  10      - 5,036,325.490   526,353.705   MT  0.99960854   +0 14 25.5
 RD2594
 RD2594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2594!SPC OR N     -   1.00000294  x   0.99990931  =   0.99991225
 RD2594!UTM  10      -   1.00000294  x   0.99960854  =   0.99961148
 RD2594
 RD2594|---------------------------------------------------------------------|
 RD2594| PID    Reference Object                     Distance      Geod. Az  |
 RD2594|                                                           dddmmss.s |
 RD2594| CE2477 DAM RM                                6.815 METERS 14853     |
 RD2594| RD2608 PORTLAND RAD STA KWJJ MAST          APPROX. 0.7 KM 1662247.0 |
 RD2594| RD2571 PORTLAND OAKS PK OFFSH DOLPH        APPROX. 0.6 KM 1864302.1 |
 RD2594| RD2563 PORTLAND SELLWOOD BRIDG LTPOLE      APPROX. 1.7 KM 1871802.9 |
 RD2594| RD2590 FULTON RESET                        APPROX. 0.7 KM 2221226.4 |
 RD2594| RD2607 PORTLAND BURNER VERTICAL SIDES      APPROX. 0.7 KM 2651036.3 |
 RD2594|---------------------------------------------------------------------|
 RD2594
 RD2594                          SUPERSEDED SURVEY CONTROL
 RD2594
 RD2594  NAD 83(1986)-  45 28 47.87730(N)    122 39 46.08554(W) AD(       ) 3
 RD2594  NAD 27      -  45 28 48.44944(N)    122 39 41.74369(W) AD(       ) 3
 RD2594
 RD2594.Superseded values are not recommended for survey control.
 RD2594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2594.See file dsdata.txt to determine how the superseded data were derived.
 RD2594
 RD2594_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER2635436325(NAD 83)
 RD2594_MARKER: Z = SEE DESCRIPTION
 RD2594_SETTING: 0 = UNSPECIFIED SETTING
 RD2594
 RD2594  HISTORY     - Date     Condition        Report By
 RD2594  HISTORY     - 1938     MONUMENTED       CGS
 RD2594  HISTORY     - 1945     SEE DESCRIPTION  CGS
 RD2594  HISTORY     - 1958     SEE DESCRIPTION  CGS
 RD2594
 RD2594                          STATION DESCRIPTION
 RD2594
 RD2594'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (WMS)
 RD2594'ABOUT 1-1/2 MILES S OF THE ROSS ISLAND BRIDGE, ACROSS THE
 RD2594'WILLAMETTE RIVER.  STATION IS ON TOP OF THE DAM BETWEEN THE S
 RD2594'ENDS OF ROSS ISLAND AND HARDTACK ISLAND, AND ABOUT 70 METERS NW
 RD2594'OF ITS JUNCTION WITH HARDTACK ISLAND.
 RD2594'
 RD2594'STATION MARK IS A STANDARD DISK IN A 4-INCH CAST-IRON SOIL PIPE.
 RD2594'
 RD2594'REFERENCE MARK NO.1 IS A STANDARD DISK REFERENCE MARK IN A
 RD2594'4-INCH CAST-IRON SOIL PIPE ON TOP OF THE DIKE SE OF THE STATION.
 RD2594
 RD2594                          STATION RECOVERY (1945)
 RD2594
 RD2594'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (RAE)
 RD2594'THIS STATION WAS RECOVERED AS DESCRIBED BY W.M.S. IN 1938, EXCEPT
 RD2594'THAT THE STANDARD STATION DISK IS UNSTAMPED.  THE DISTANCE TO THE
 RD2594'REFERENCE MARK WAS CHECKED.  IT IS STAMPED DAM 1938.  THE STATION
 RD2594'IS IN GOOD CONDITION.
 RD2594
 RD2594                          STATION RECOVERY (1958)
 RD2594
 RD2594'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (ANS)
 RD2594'NEITHER STATION OR REFERENCE MARK WERE RECOVERED.  STATION SITE IS
 RD2594'IN PORTLAND, ABOUT 1.1 MI. NORTH OF THE SELLWOOD BRIDGE, ON AND
 RD2594'NEAR THE SE END OF A DAM THAT JOINS ROSS AND HARDTACK ISLANDS IN
 RD2594'THE WILLAMETTE RIVER.
 RD2594'
 RD2594'STATION IS DESCRIBED AS BEING A STANDARD DISK, UNSTAMPED, IN
 RD2594'SECTION OF 4 INCH CAST-IRON SOIL PIPE IN TOP OF DAM, 70 METERS NW
 RD2594'OF JUNCTION OF DAM WITH HARDTACK ISLAND.  R.M. NO. 1 IS DESCRIBED
 RD2594'AS BEING STANDARD DISK, STAMPED DAM 1938, IN SECTION OF 4 INCH
 RD2594'SOIL PIPE ON TOP OF DAM, 6.8 METERS SE OF STATION.
 RD2594'
 RD2594'IT WAS REPORTED THE DAM HAD BEEN ERODED ON ONE SIDE, FILLED ON THE
 RD2594'OTHER SIDE, AND THE TOP WORKED DOWN WITH A BULLDOZER.  STATION WAS
 RD2594'SEARCHED FOR BY USING COMPUTED ANGLES AND DIGGING, BUT IT WAS NOT
 RD2594'FOUND.  IT MAY HAVE BEEN DESTROYED DURING COURSE OF WORK ON DAM.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2436 ***********************************************************************
 RD2436  DESIGNATION -  DAMASCUS
 RD2436  PID         -  RD2436
 RD2436  STATE/COUNTY-  OR/CLACKAMAS
 RD2436  USGS QUAD   -  DAMASCUS (1984)
 RD2436
 RD2436                         *CURRENT SURVEY CONTROL
 RD2436  ___________________________________________________________________
 RD2436* NAD 83(1991)-  45 24 30.83160(N)    122 25 26.50813(W)     ADJUSTED  
 RD2436* NAVD 88     -       200.6    (meters)     658.     (feet)  VERTCON   
 RD2436  ___________________________________________________________________
 RD2436  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 RD2436  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 RD2436  HORZ ORDER  -  THIRD
 RD2436
 RD2436.The horizontal coordinates were established by classical geodetic methods
 RD2436.and adjusted by the National Geodetic Survey in October 1991.
 RD2436
 RD2436.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD2436.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD2436
 RD2436.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2436
 RD2436.The geoid height was determined by GEOID03.
 RD2436
 RD2436;                    North         East     Units Scale Factor Converg.
 RD2436;SPC OR N     -   195,356.316 2,349,407.126   MT  0.99990333   -1 21 52.2
 RD2436;SPC OR N     -   640,932.80  7,708,028.63   iFT  0.99990333   -1 21 52.2
 RD2436;UTM  10      - 5,028,499.680   545,071.458   MT  0.99962498   +0 24 36.6
 RD2436
 RD2436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2436!SPC OR N     -   0.99997213  x   0.99990333  =   0.99987546
 RD2436!UTM  10      -   0.99997213  x   0.99962498  =   0.99959712
 RD2436
 RD2436|---------------------------------------------------------------------|
 RD2436| PID    Reference Object                     Distance      Geod. Az  |
 RD2436|                                                           dddmmss.s |
 RD2436| CE2481 DAMASCUS RM 3                        11.086 METERS 00401     |
 RD2436| CE2479 DAMASCUS RM 1                         7.873 METERS 18213     |
 RD2436| CE2482 DAMASCUS RM 4                        14.218 METERS 27625     |
 RD2436| CE2480 DAMASCUS RM 2                        12.873 METERS 27807     |
 RD2436| CE2478 DAMASCUS AZ MK                                     2984453.1 |
 RD2436|---------------------------------------------------------------------|
 RD2436
 RD2436                          SUPERSEDED SURVEY CONTROL
 RD2436
 RD2436  NAD 83(1986)-  45 24 30.84865(N)    122 25 26.51614(W) AD(       ) 3
 RD2436  NAD 27      -  45 24 31.41922(N)    122 25 22.20439(W) AD(       ) 3
 RD2436  NGVD 29 (07/19/86)  199.5    (m)          655.     (f) VERT ANG    3  
 RD2436
 RD2436.Superseded values are not recommended for survey control.
 RD2436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2436.See file dsdata.txt to determine how the superseded data were derived.
 RD2436
 RD2436_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER4507128500(NAD 83)
 RD2436_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RD2436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD2436_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD2436+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2001
 RD2436
 RD2436  HISTORY     - Date     Condition        Report By
 RD2436  HISTORY     - 1953     MONUMENTED       CGS
 RD2436  HISTORY     - 1963     SEE DESCRIPTION  CGS
 RD2436  HISTORY     - 1975     SEE DESCRIPTION  NGS
 RD2436  HISTORY     - 20010718 GOOD             USPSQD
 RD2436
 RD2436                          STATION DESCRIPTION
 RD2436
 RD2436'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 RD2436'THE STATION IS LOCATED ABOUT 10 MILES, AIR LINE, EAST-NORTHEAST
 RD2436'OF OREGON CITY, 3 MILES, AIR LINE, WEST-SOUTHWEST OF BORING,
 RD2436'AND 2 MILES, AIR LINE, SOUTHEAST OF DAMASCUS.  IT IS 25 FEET EAST
 RD2436'OF THE CENTER OF A NORTH-SOUTH COUNTY ROAD, 10 FEET SOUTH OF A
 RD2436'PRIVATE DRIVEWAY INTO AN ORCHARD, AND 10 FEET WEST OF A LARGE
 RD2436'WALNUT TREE.
 RD2436'
 RD2436'TO REACH FROM A ROAD INTERSECTION AT A LARGE MOBILGAS SERVICE
 RD2436'STATION IN DAMASCUS, GO EAST OF STATE HIGHWAY 212 FOR 1.5 MILES
 RD2436'TO A ROAD RIGHT AND SIGN DEEP CREEK ROAD.  TURN RIGHT AND GO
 RD2436'SOUTH FOR 0.65 MILE TO THE STATION ON THE LEFT AND A HOUSE ON THE
 RD2436'RIGHT.  A DRIVE STATION.
 RD2436'
 RD2436'THE STATION MARK, A STANDARD DISK STAMPED DAMASCUS 1953, IS SET
 RD2436'IN THE TOP OF A SQUARE CONCRETE BLOCK WHICH IS FLUSH WITH THE
 RD2436'GROUND.
 RD2436'
 RD2436'REFERENCE MARK 1, A STANDARD DISK STAMPED DAMASCUS NO 1 1953, IS
 RD2436'SET IN THE TOP OF A ROUND CONCRETE CYLINDER WHICH PROJECTS 2 INCHES
 RD2436'ABOVE THE GROUND.
 RD2436'
 RD2436'REFERENCE MARK 2, A STANDARD DISK STAMPED DAMASCUS NO 2 1953,
 RD2436'IS SET IN THE TOP OF A ROUND CONCRETE CYLINDER WHICH IS FLUSH
 RD2436'WITH THE GROUND.
 RD2436'
 RD2436'THE AZIMUTH MARK, A STANDARD DISK STAMPED DAMASCUS 1953, IS SET
 RD2436'IN THE TOP OF A SQUARE CONCRETE BLOCK WHICH PROJECTS 4 INCHES
 RD2436'ABOVE THE GROUND.  IT IS 4 FEET EAST OF A HIGHLINE POLE.
 RD2436'
 RD2436'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE
 RD2436'ROAD FOR 0.15 MILE TO A TRACK ROAD LEFT ON THE NORTH SIDE OF A
 RD2436'HIGHLINE.  TURN LEFT AND GO 0.25 MILE TO THE MARK AS DESCRIBED
 RD2436'ABOVE.
 RD2436
 RD2436                          STATION RECOVERY (1963)
 RD2436
 RD2436'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FN)
 RD2436'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND
 RD2436'THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 RD2436'
 RD2436'THE TO REACH IS ADEQUATE.
 RD2436'
 RD2436'FOLLOWING ARE NEW REFERENCE MEASUREMENTS.
 RD2436'
 RD2436'THE STATION MARK IS 40 FEET SOUTH OF POWER POLE NO. 399, 25 FEET
 RD2436'EAST OF THE CENTER OF DEEP CREEK ROAD, 11 FEET SOUTH OF THE
 RD2436'CENTER OF A DRIVEWAY AND 1 FOOT WEST OF A METAL WITNESS POST.
 RD2436'
 RD2436'REFERENCE MARK NO. 1 IS 38 FEET SOUTH OF THE CENTER OF THE
 RD2436'DRIVEWAY, 26 FEET SOUTH OF THE WITNESS POST AND 24 FEET EAST OF
 RD2436'THE CENTER OF DEEP CREEK ROAD.
 RD2436'
 RD2436'REFERENCE MARK NO. 2 IS 44 FEET WEST OF THE WITNESS POST, 32 FEET
 RD2436'NORTH OF THE CENTER OF A DRIVEWAY, 18 FEET WEST OF THE CENTER OF
 RD2436'DEEP CREEK ROAD AND 6 FEET NORTHEAST OF POWER POLE NO. 6.
 RD2436'
 RD2436'THE AZIMUTH MARK IS 14 FEET EAST OF POWER POLE NO. 1987, 9 FEET
 RD2436'NORTH OF THE CENTER OF THE PRIVATE DRIVEWAY AND 1 FOOT WEST OF
 RD2436'A METAL WITNESS POST.
 RD2436
 RD2436                          STATION RECOVERY (1975)
 RD2436
 RD2436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 RD2436'THE STATION MARK, AND THE AZIMUTH MARK WAS RECOVERED IN GOOD
 RD2436'CONDITION.  REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2 WERE
 RD2436'DESTROYED WHEN THE ROAD WAS IMPROVED.  REFERENCE MARK NO. 3, AND
 RD2436'REFERENCE MARK NO. 4 WERE ESTABLISHED.  A NEW AND COMPLETE
 RD2436'DESCRIPTION FOLLOWS.
 RD2436'
 RD2436'THE STATION IS ON THE EAST RIGHT-OF-WAY OF SOUTHEAST 232 DRIVE,
 RD2436'0.15 MILE SOUTHWEST OF THE DEEP CREEK SCHOOL.
 RD2436'
 RD2436'TO REACH THE STATION FROM THE BORING POST OFFICE GO WEST ON STATE
 RD2436'HIGHWAY 212 FOR 2.7 MILES TO A SIDE ROAD LEFT, TURN LEFT, AND GO
 RD2436'SOUTH ON SOUTHEAST 232 DRIVE FOR 0.65 MILE TO MR. WRIGHTS DRIVEWAY,
 RD2436'AND THE STATION ON THE LEFT.
 RD2436'
 RD2436'THE STATION MARK, STAMPED DAMASCUS 1953, IS A STANDARD DISK SET
 RD2436'IN A 10-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH, 41 FEET
 RD2436'SOUTH OF POWER POLE NO. 399, 24 FEET EAST OF THE CENTER OF
 RD2436'SOUTHEAST 232 DRIVE, 10 FEET SOUTH OF THE CENTER OF MR. WRIGHTS
 RD2436'DRIVEWAY, AND 1 FOOT WEST OF A METAL WITNESS POST.  (NOTE 1A
 RD2436'AND 7A)
 RD2436'
 RD2436'REFERENCE MARK NO. 3, STAMPED DAMASCUS 1953 NO 3 1975, IS A
 RD2436'STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT
 RD2436'PROJECTS 2-INCHES, 27 FEET EAST OF THE CENTER OF SOUTHEAST 232
 RD2436'DRIVE, 26 FEET NORTH OF THE CENTER OF THE DRIVEWAY TO MR. WRIGHTS
 RD2436'RESIDENCE, 3 FEET SOUTHWEST OF POWER POLE NO. 399, AND 1 FOOT
 RD2436'LOWER THAN THE STATION.  (NOTE 11A)
 RD2436'
 RD2436'REFERENCE MARK NO. 4, STAMPED DAMASCUS 1953 NO 4 1975, IS A
 RD2436'STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT
 RD2436'PROJECTS 3-INCHES, 64 FEET SOUTH OF A FIRE HYDRANT, 31 FEET NORTH
 RD2436'OF THE CENTER OF A DRIVEWAY WEST, 23 FEET WEST OF THE CENTER OF
 RD2436'SOUTHEAST 232 DRIVE, AND 2.5 FEET NORTHEAST OF TELEPHONE POLE
 RD2436'NO. S 13.  (NOTE 11A)
 RD2436'
 RD2436'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON SOUTHEAST
 RD2436'232 DRIVE FOR 0.15 MILE TO A SIDE ROAD LEFT, TURN LEFT, AND GO
 RD2436'WEST ON THE SOUTH SIDE OF THE POWER LINE FOR 0.25 MILE TO THE
 RD2436'AZIMUTH MARK ON THE RIGHT.
 RD2436'
 RD2436'THE AZIMUTH MARK, STAMPED DAMASCUS 1953, IS A STANDARD DISK SET
 RD2436'IN A 10-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH, 14 FEET EAST
 RD2436'OF POWER POLE NO. 1987, 9 FEET NORTH OF THE CENTER OF THE
 RD2436'GRAVELED ROAD, AND 1 FOOT WEST OF A METAL WITNESS POST.  (NOTE
 RD2436'16A)
 RD2436'
 RD2436'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RD2436'3 MILES SOUTHWEST OF BORING.
 RD2436
 RD2436                          STATION RECOVERY (2001)
 RD2436
 RD2436'RECOVERY NOTE BY US POWER SQUADRON 2001 (KK)
 RD2436'STATION RECOVERED IN GOOD CONDITION, MONUMENT HAS SOME CRACKS.  RM3,
 RD2436'RM4, AND AZIMUTH MARK ALL RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1763 ***********************************************************************
 QD1763  DESIGNATION -  DAMP
 QD1763  PID         -  QD1763
 QD1763  STATE/COUNTY-  OR/WHEELER
 QD1763  USGS QUAD   -  MUDDY RANCH (1987)
 QD1763
 QD1763                         *CURRENT SURVEY CONTROL
 QD1763  ___________________________________________________________________
 QD1763* NAD 83(1991)-  44 46 49.12922(N)    120 22 52.29117(W)     ADJUSTED  
 QD1763* NAVD 88     -       641.2    (meters)    2104.     (feet)  VERTCON   
 QD1763  ___________________________________________________________________
 QD1763  LAPLACE CORR-           2.96  (seconds)                    DEFLEC99
 QD1763  GEOID HEIGHT-         -20.52  (meters)                     GEOID03
 QD1763  HORZ ORDER  -  SECOND
 QD1763
 QD1763.The horizontal coordinates were established by classical geodetic methods
 QD1763.and adjusted by the National Geodetic Survey in October 1991.
 QD1763
 QD1763.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1763.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1763
 QD1763.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1763
 QD1763.The geoid height was determined by GEOID03.
 QD1763
 QD1763;                    North         East     Units Scale Factor Converg.
 QD1763;SPC OR N     -   123,757.147 2,509,402.583   MT  0.99991743   +0 05 03.3
 QD1763;SPC OR N     -   406,027.39  8,232,948.11   iFT  0.99991743   +0 05 03.3
 QD1763;UTM  10      - 4,961,882.965   707,189.993   MT  1.00012791   +1 50 43.1
 QD1763
 QD1763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1763!SPC OR N     -   0.99990269  x   0.99991743  =   0.99982013
 QD1763!UTM  10      -   0.99990269  x   1.00012791  =   1.00003059
 QD1763
 QD1763|---------------------------------------------------------------------|
 QD1763| PID    Reference Object                     Distance      Geod. Az  |
 QD1763|                                                           dddmmss.s |
 QD1763| CD6343 DAMP RM 1                             9.403 METERS 12056     |
 QD1763| CD6344 DAMP RM 2                            12.836 METERS 32257     |
 QD1763|---------------------------------------------------------------------|
 QD1763
 QD1763                          SUPERSEDED SURVEY CONTROL
 QD1763
 QD1763  NAD 83(1986)-  44 46 49.13803(N)    120 22 52.28925(W) AD(       ) 2
 QD1763  NAD 27      -  44 46 49.66600(N)    120 22 48.20200(W) AD(       ) 2
 QD1763  NGVD 29 (07/19/86)  640.1    (m)         2100.     (f) VERT ANG    3  
 QD1763
 QD1763.Superseded values are not recommended for survey control.
 QD1763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1763.See file dsdata.txt to determine how the superseded data were derived.
 QD1763
 QD1763_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGQ0719061883(NAD 83)
 QD1763_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QD1763_SETTING: 66 = SET IN ROCK OUTCROP
 QD1763
 QD1763  HISTORY     - Date     Condition        Report By
 QD1763  HISTORY     - 1946     MONUMENTED       CGS
 QD1763
 QD1763                          STATION DESCRIPTION
 QD1763
 QD1763'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 QD1763'THE STATION IS LOCATED ABOUT 1 MILE SOUTHEAST OF THE OLD WAGNER
 QD1763'RANCH, ABOUT 1-3/4 MILES NORTH-NORTHEAST OF THE BURNT RANCH, ON A
 QD1763'LOW HILL ABOUT 1/2 MILE EAST OF A WAGON ROAD TO THE WAGNER
 QD1763'RANCH.  IT IS 15 FEET WEST-NORTHWEST OF A LARGE BUSH.  THE MARK IS
 QD1763'STAMPED--DAMP 1946 AND IS 1.1 FEET BELOW THE SURFACE OF THE
 QD1763'GROUND.
 QD1763'
 QD1763'REFERENCE MARK NO. 1 IS APPROXIMATELY 4 FEET LOWER THAN THE
 QD1763'STATION AND SET FLUSH WITH THE GROUND.  THE MARK IS STAMPED--DAMP
 QD1763'NO 1 1946.
 QD1763'
 QD1763'REFERENCE MARK NO. 2 IS APPROXIMATELY 4 FEET LOWER THAN THE
 QD1763'STATION AND PROJECTS 6 INCHES.  MARK IS STAMPED--DAMP NO 2 1946.
 QD1763'
 QD1763'STATION WAG 1946 WAS USED AS THE AZIMUTH MARK.
 QD1763'
 QD1763'SUBSTITUTION STATION IS P.P. 105V-125A AND IS A LARGE JUNIPER
 QD1763'TREE 6.94M BELOW THE STATION MARK.
 QD1763'
 QD1763'TO REACH THE STATION FROM THE POST OFFICE IN MITCHELL, GO WEST
 QD1763'ON STATE HIGHWAY 28 FOR 4.3 MILES TO A SIDE ROAD RIGHT, JUST
 QD1763'BEFORE CROSSING A COVERED BRIDGE.  HERE TURN RIGHT AND FOLLOW THE
 QD1763'MAIN TRAVELLED ROAD FOR 11.8 MILES TO A FORK AT A BRIDGE OVER THE
 QD1763'CREEK.  TURN LEFT, CROSS BRIDGE, AND GO 5.1 MILES TO AN OLD
 QD1763'SCHOOL HOUSE ON THE LEFT.  CONTINUE ON THE ROAD FOR 1.5 MILES TO
 QD1763'THE BURNT RANCH HOUSE ON THE RIGHT.  CONTINUE ON THE MAIN
 QD1763'ROAD FOR .25 MILE TO A DIM FORK RIGHT THRU A GATE.  TURN RIGHT,
 QD1763'THRU THE GATE AND FOLLOW RANCH ROAD FOR 1.1 MILES TO A GATE,
 QD1763'JUST BEFORE REACHING A RANCH HOUSE.  PASS THRU THE GATE, TURN
 QD1763'RIGHT, ACROSS A SMALL FIELD FOR 0.1 MILE TO THE RIVER AND THE
 QD1763'END OF TRUCK TRAVEL.  (RIVER CAN BE FORDED IF THE WATER IS AT A LOW
 QD1763'LEVEL.) FROM HERE CROSS RIVER BY BOAT AND FOLLOW THE WAGON
 QD1763'ROAD FOR ABOUT 0.6 MILE TO A JUNIPER TREE ON THE LEFT WITH A
 QD1763'TRIANGLE BLAZE.  HERE TAKE DIM FORK RIGHT, WHICH GOES INTO A
 QD1763'WASH FOR ABOUT 50 YARDS.  HERE LEAVE THE ROAD AND PACK EASTERLY
 QD1763'UP THE RIDGE, BETWEEN TWO WASHES, TO THE TOP OF THE HILL AND
 QD1763'THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2430 ***********************************************************************
 QE2430  DESIGNATION -  DAMP
 QE2430  PID         -  QE2430
 QE2430  STATE/COUNTY-  OR/LINCOLN
 QE2430  USGS QUAD   -  DEPOE BAY (1984)
 QE2430
 QE2430                         *CURRENT SURVEY CONTROL
 QE2430  ___________________________________________________________________
 QE2430* NAD 83(1991)-  44 48 04.75440(N)    124 04 04.90790(W)     ADJUSTED  
 QE2430* NAVD 88     -        47.     (meters)     154.     (feet)  SCALED    
 QE2430  ___________________________________________________________________
 QE2430  LAPLACE CORR-          21.35  (seconds)                    DEFLEC99
 QE2430  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 QE2430  HORZ ORDER  -  THIRD
 QE2430
 QE2430.The horizontal coordinates were established by classical geodetic methods
 QE2430.and adjusted by the National Geodetic Survey in October 1991.
 QE2430
 QE2430.The orthometric height was scaled from a topographic map.
 QE2430
 QE2430.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2430
 QE2430.The geoid height was determined by GEOID03.
 QE2430
 QE2430;                    North         East     Units Scale Factor Converg.
 QE2430;SPC OR N     -   132,316.633 2,217,817.314   MT  0.99991503   -2 31 49.4
 QE2430;SPC OR N     -   434,109.69  7,276,303.52   iFT  0.99991503   -2 31 49.4
 QE2430;UTM  10      - 4,961,434.809   415,532.456   MT  0.99968773   -0 45 09.5
 QE2430
 QE2430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2430!SPC OR N     -   0.99999636  x   0.99991503  =   0.99991139
 QE2430!UTM  10      -   0.99999636  x   0.99968773  =   0.99968409
 QE2430
 QE2430:                Primary Azimuth Mark                     Grid Az
 QE2430:SPC OR N     -  TURN                                     093 44 12.8
 QE2430:UTM  10      -  TURN                                     091 57 32.9
 QE2430
 QE2430|---------------------------------------------------------------------|
 QE2430| PID    Reference Object                     Distance      Geod. Az  |
 QE2430|                                                           dddmmss.s |
 QE2430| QE2419 TURN                                422.514 METERS 0911223.4 |
 QE2430| CE1395 DAMP WP                               8.290 METERS 15104     |
 QE2430| QE2432 BUSH                                427.427 METERS 2104954.3 |
 QE2430|---------------------------------------------------------------------|
 QE2430
 QE2430                          SUPERSEDED SURVEY CONTROL
 QE2430
 QE2430  NAD 83(1986)-  44 48 04.77907(N)    124 04 04.95857(W) AD(       ) 3
 QE2430  NAD 83(1986)-  44 48 04.93385(N)    124 04 04.93605(W) AD(       ) 3
 QE2430  NAD 27      -  44 48 05.46600(N)    124 04 00.53900(W) AD(       ) 3
 QE2430
 QE2430.Superseded values are not recommended for survey control.
 QE2430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2430.See file dsdata.txt to determine how the superseded data were derived.
 QE2430
 QE2430_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ1553261435(NAD 83)
 QE2430_MARKER: Z = SEE DESCRIPTION
 QE2430_SETTING: 0 = UNSPECIFIED SETTING
 QE2430
 QE2430  HISTORY     - Date     Condition        Report By
 QE2430  HISTORY     - 1952     MONUMENTED       CGS
 QE2430  HISTORY     - 19910513 MARK NOT FOUND   USPSQD
 QE2430
 QE2430                          STATION DESCRIPTION
 QE2430
 QE2430'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HGC)
 QE2430'STATION LIES ABOUT 3/4 MILE S OF THE ENTRANCE TO DEPOE BAY
 QE2430'INNER HARBOR.  IT IS IN A ROAD INTERSECTION IN A SUBDIVISION ON
 QE2430'THE POINT S OF THE OUTER BAY.
 QE2430'
 QE2430'STATION MARK IS A STANDARD TRAVERSE DISK, STAMPED DAMP 1952, AND
 QE2430'SET IN A 30-INCH DEEP CONCRETE MASS.  IT IS ABOUT 3 INCHES BELOW
 QE2430'THE SURFACE AT THE INTERSECTION OF THE N SHOULDER OF THE E-W ROAD
 QE2430'AND THE CENTER LINE OF THE ROAD WHICH RUNS SSW.
 QE2430'
 QE2430'WITNESS POST IS A WHITE 4 BY 4 MARKED U.S.  IT IS SET NEAR A POLE
 QE2430'SE OF THE INTERSECTION.
 QE2430'
 QE2430'TO REACH THE STATION, TURN RIGHT ABOUT 950 YARDS S OF THE DEPOE
 QE2430'BAY BRIDGE ON U.S. HIGHWAY 101 AND PROCEED ABOUT 400 YARDS W TO
 QE2430'THE INTERSECTION.
 QE2430
 QE2430                          STATION RECOVERY (1991)
 QE2430
 QE2430'RECOVERY NOTE BY US POWER SQUADRON 1991 (KRN)
 QE2430'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2515 ***********************************************************************
 RC2515  DESIGNATION -  DAMS
 RC2515  PID         -  RC2515
 RC2515  STATE/COUNTY-  OR/SHERMAN
 RC2515  USGS QUAD   -  MC DONALD (1975)
 RC2515
 RC2515                         *CURRENT SURVEY CONTROL
 RC2515  ___________________________________________________________________
 RC2515* NAD 83(1991)-  45 31 30.73895(N)    120 23 57.04850(W)     ADJUSTED  
 RC2515* NAVD 88     -       442.7    (meters)    1452.     (feet)  VERTCON   
 RC2515  ___________________________________________________________________
 RC2515  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 RC2515  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 RC2515  HORZ ORDER  -  SECOND
 RC2515
 RC2515.The horizontal coordinates were established by classical geodetic methods
 RC2515.and adjusted by the National Geodetic Survey in October 1991.
 RC2515
 RC2515.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC2515.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC2515
 RC2515.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2515
 RC2515.The geoid height was determined by GEOID03.
 RC2515
 RC2515;                    North         East     Units Scale Factor Converg.
 RC2515;SPC OR N     -   206,530.355 2,507,875.688   MT  0.99991391   +0 04 17.4
 RC2515;SPC OR N     -   677,593.03  8,227,938.61   iFT  0.99991391   +0 04 17.4
 RC2515;UTM  10      - 5,044,587.151   703,101.865   MT  1.00010719   +1 51 23.3
 RC2515
 RC2515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2515!SPC OR N     -   0.99993397  x   0.99991391  =   0.99984788
 RC2515!UTM  10      -   0.99993397  x   1.00010719  =   1.00004115
 RC2515
 RC2515|---------------------------------------------------------------------|
 RC2515| PID    Reference Object                     Distance      Geod. Az  |
 RC2515|                                                           dddmmss.s |
 RC2515| CF5625 DAMS PP 104V 133A                                  04309     |
 RC2515| CF4750 DAMS RM 1                            13.185 METERS 22358     |
 RC2515| CF4749 DAMS AZ MK                                         2494311.4 |
 RC2515| CF4751 DAMS RM 2                            14.105 METERS 31931     |
 RC2515|---------------------------------------------------------------------|
 RC2515
 RC2515                          SUPERSEDED SURVEY CONTROL
 RC2515
 RC2515  NAD 83(1986)-  45 31 30.74867(N)    120 23 57.04157(W) AD(       ) 2
 RC2515  NAD 27      -  45 31 31.28700(N)    120 23 52.87500(W) AD(       ) 2
 RC2515  NGVD 29 (07/19/86)  441.7    (m)         1449.     (f) VERT ANG    3  
 RC2515
 RC2515.Superseded values are not recommended for survey control.
 RC2515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2515.See file dsdata.txt to determine how the superseded data were derived.
 RC2515
 RC2515_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGR0310244587(NAD 83)
 RC2515_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RC2515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC2515
 RC2515  HISTORY     - Date     Condition        Report By
 RC2515  HISTORY     - 1946     MONUMENTED       CGS
 RC2515
 RC2515                          STATION DESCRIPTION
 RC2515
 RC2515'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JCT)
 RC2515'THE STATION IS LOCATED ABOUT 15.5 MILES AIRLINE SOUTHEAST OF
 RC2515'WASCO, 3.5 MILES SOUTH OF THE MOUTH OF ROCK CREEK, 1.0 MILE WEST
 RC2515'OF THE JOHN DAY RIVER AT ITS NEAREST POINT AND 2.0 MILES NORTHEAST
 RC2515'OF THE DAMS RANCH HOUSE ON THE TOP OF THE HIGHEST AND MOST
 RC2515'PROMINENT HILL IN THE VICINITY OVER LOOKING THE JOHN DAY RIVER
 RC2515'TO THE NORTH.  IT IS 150-FEET SOUTH OF AN EAST-WEST FENCE LINE
 RC2515'ON THE NORTH SIDE OF THE HILL.  THE DISK IS STAMPED DAMS 1946
 RC2515'AND PROJECTS 2-INCHES.
 RC2515'
 RC2515'THE AZIMUTH MARK IS ABOUT 1.5 MILES AIRLINE SOUTHWEST OF THE
 RC2515'STATION, 15-FEET SOUTH OF DIRT ROAD, 25-FEET WEST OF RIGHT TURN
 RC2515'IN ROAD, 110-FEET SOUTHWEST OF FENCE CORNER AND IS SET DIRECTLY
 RC2515'UNDER POWER LINE.  IT IS A SMALL BRONZE DISK OF THE PACIFIC POWER
 RC2515'AND LIGHT CO SET IN AN 8-INCH TILE PIPE FILLED WITH CONCRETE
 RC2515'PROJECTING 6-INCHES, THERE ARE NO STAMPINGS ON THE DISK.  TO
 RC2515'REACH FROM THE STATION.  GO BACK SOUTHWEST FOR ABOUT 1.5 MILES TO
 RC2515'WHERE DIRT MAKES A RIGHT TURN UNDER POWER LINE AND MARK AS
 RC2515'DESCRIBED.
 RC2515'
 RC2515'REFERENCE MARK NO 1 IS SOUTHWEST OF THE STATION AND APPROXIMATELY
 RC2515'THE SAME ELEVATION.  THE DISK IS STAMPED DAMS NO 1 1946 AND
 RC2515'PROJECTS 2-INCHES.
 RC2515'
 RC2515'REFERENCE MARK NO 2 IS NORTHWEST OF THE STATION AND APPROXIMATELY
 RC2515'THE SAME ELEVATION AS STATION.  THE DISK IS STAMPED DAMS NO 2
 RC2515'1946 AND PROJECTS 3-INCHES.
 RC2515'
 RC2515'TO REACH THE STATION FROM THE POST OFFICE IN WASCO, GO EAST ON
 RC2515'STATE HIGHWAY NO 206 FOR 12.0 MILES TO CROSS ROADS AND SIGN
 RC2515'CONDON 32, WASCO 12 THERE IS A CONCRETE WATER RESERVOIR IN THE
 RC2515'NORTHEAST CORNER, HERE CONTINUE STRAIGHT AHEAD ON DIRT ROAD
 RC2515'EAST FOR 3.25 MILES TO FORKS, BEAR RIGHT ON MAIN TRAVELED ROAD
 RC2515'FOR 3.2 MILES TO CROSS ROADS AND SIGN WASCO 16 UNDER POWER LINE,
 RC2515'TURN RIGHT AND FOLLOW ROAD UNDER POWER LINE FOR 2.0 MILES
 RC2515'PASSING THROUGH A WIRE GATE IN FENCE LINE (FROM THIS GATE THE
 RC2515'AZIMUTH MARK IS 0.55 MILES ON RIGHT SIDE OF ROAD ON WAY TO
 RC2515'STATION) TO THE DAMS RANCH HOUSE, HERE KEEP STRAIGHT AHEAD
 RC2515'NORTHEAST ON TRACK ROAD DOWN DRAW FOR 0.35 MILES TO FORK,
 RC2515'KEEP LEFT FORK STRAIGHT AHEAD DOWN DRAW FOR 0.55 MILES TO
 RC2515'GATE, PASS THROUGH GATE AND FOLLOW ROAD ACROSS FIELD FOR
 RC2515'0.55 MILE TO WIRE GATE ON SIDE OF HILL, TURN RIGHT OFF ROAD
 RC2515'BEFORE REACHING GATE AND DRIVE SE UP HILL FOR 0.3 MILE TO TOP
 RC2515'AND STATION AS DESCRIBED.
 RC2515'
 RC2515'SUBSTITUTE STATION, P.P. 104V-133A, IS INTERSECTION OF DIM TRACK
 RC2515'ROAD AND FENCE LINE 231.30 FEET NORTHEAST OF STATION, AND IS
 RC2515'ABOUT 10 FEET LOWER THAN STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1154 ***********************************************************************
 RD1154  DESIGNATION -  DAN
 RD1154  PID         -  RD1154
 RD1154  STATE/COUNTY-  OR/CLATSOP
 RD1154  USGS QUAD   -  TILLAMOOK HEAD (1973)
 RD1154
 RD1154                         *CURRENT SURVEY CONTROL
 RD1154  ___________________________________________________________________
 RD1154* NAD 83(1986)-  45 56 48.     (N)    123 55 22.     (W)     SCALED    
 RD1154* NAVD 88     -        11.790  (meters)      38.68   (feet)  ADJUSTED  
 RD1154  ___________________________________________________________________
 RD1154  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 RD1154  DYNAMIC HT  -          11.791 (meters)      38.68  (feet)  COMP
 RD1154  MODELED GRAV-     980,707.1   (mgal)                       NAVD 88
 RD1154
 RD1154  VERT ORDER  -  FIRST     CLASS II
 RD1154
 RD1154.The horizontal coordinates were scaled from a topographic map and have
 RD1154.an estimated accuracy of +/- 6 seconds.
 RD1154
 RD1154.The orthometric height was determined by differential leveling
 RD1154.and adjusted in June 1991.
 RD1154
 RD1154.The geoid height was determined by GEOID03.
 RD1154
 RD1154.The dynamic height is computed by dividing the NAVD 88
 RD1154.geopotential number by the normal gravity value computed on the
 RD1154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1154.degrees latitude (g = 980.6199 gals.).
 RD1154
 RD1154.The modeled gravity was interpolated from observed gravity values.
 RD1154
 RD1154;                    North         East    Units  Estimated Accuracy
 RD1154;SPC OR N     -   258,990.    2,234,690.      MT  (+/- 180 meters Scaled)
 RD1154
 RD1154                          SUPERSEDED SURVEY CONTROL
 RD1154
 RD1154  NGVD 29 (??/??/92)   10.690  (m)           35.07   (f) ADJ UNCH    1 2
 RD1154
 RD1154.Superseded values are not recommended for survey control.
 RD1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1154.See file dsdata.txt to determine how the superseded data were derived.
 RD1154
 RD1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR284885(NAD 83)
 RD1154_MARKER: DD = SURVEY DISK
 RD1154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD1154_SP_SET: CONCRETE POST
 RD1154_STAMPING: DAN 1935
 RD1154_MARK LOGO: ORGS  
 RD1154_PROJECTION: PROJECTING 5 CENTIMETERS
 RD1154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD1154+STABILITY: SURFACE MOTION
 RD1154
 RD1154  HISTORY     - Date     Condition        Report By
 RD1154  HISTORY     - 1935     MONUMENTED       ORGS
 RD1154  HISTORY     - 1965     GOOD             NGS
 RD1154  HISTORY     - 1987     GOOD             USPSQD
 RD1154  HISTORY     - 1987     GOOD             NGS
 RD1154
 RD1154                          STATION DESCRIPTION
 RD1154
 RD1154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 RD1154'4.2 MI SE FROM SEASIDE.
 RD1154'4.2 MILES SOUTHEAST ALONG U.S. HIGHWAYS 26 AND 101 FROM THE SEASIDE
 RD1154'UNION HIGH SCHOOL, 0.4 MILE NORTHWEST OF THE JUNCTION OF THESE
 RD1154'HIGHWAYS, 29 FEET WEST OF THE CENTER OF THE HIGHWAY, 7 FEET NORTH OF A
 RD1154'CONCRETE SIDEWALK, 7 FEET WEST OF A. E. MINORS MAIL BOX AND 1 1/2 FEET
 RD1154'WEST OF A WITNESS POST SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT
 RD1154'PROJECTS 2 INCHES.
 RD1154
 RD1154                          STATION RECOVERY (1987)
 RD1154
 RD1154'RECOVERY NOTE BY US POWER SQUADRON 1987 (RCC)
 RD1154'RECOVERED IN GOOD CONDITION.
 RD1154
 RD1154                          STATION RECOVERY (1987)
 RD1154
 RD1154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD1154'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  5.6 KM (3.50
 RD1154'MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM ITS JUNCTION WITH BROADWAY
 RD1154'AVENUE IN SEASIDE, 31.5 M (103.3 FT) SOUTHEAST OF THE CENTER OF A
 RD1154'DRIVEWAY LEADING TO THE BERG RESIDENCE, 20.2 M (66.3 FT) NORTHWEST OF
 RD1154'UTILITY POLE NUMBER 129, 19.6 M (64.3 FT) EAST OF THE NORTHEAST
 RD1154'CORNER OF THE BERG RESIDENCE, AND 9.4 M (30.8 FT) SOUTHWEST OF THE
 RD1154'CENTERLINE OF THE HIGHWAY.
 RD1154'THE MARK IS 0.4 METERS  SW FROM  A WITNESS POST
 RD1154'THE MARK IS 0.1 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0350 ***********************************************************************
 NW0350  DESIGNATION -  DANGER
 NW0350  PID         -  NW0350
 NW0350  STATE/COUNTY-  OR/MALHEUR
 NW0350  USGS QUAD   -  FLAT TOP MTN SE (1978)
 NW0350
 NW0350                         *CURRENT SURVEY CONTROL
 NW0350  ___________________________________________________________________
 NW0350* NAD 83(1991)-  42 35 26.44542(N)    117 52 04.68503(W)     ADJUSTED  
 NW0350* NAVD 88     -      1231.7    (meters)    4041.     (feet)  VERTCON   
 NW0350  ___________________________________________________________________
 NW0350  LAPLACE CORR-           3.86  (seconds)                    DEFLEC99
 NW0350  GEOID HEIGHT-         -18.41  (meters)                     GEOID03
 NW0350  HORZ ORDER  -  SECOND
 NW0350
 NW0350.The horizontal coordinates were established by classical geodetic methods
 NW0350.and adjusted by the National Geodetic Survey in October 1991.
 NW0350
 NW0350.The NAVD 88 height was computed by applying the VERTCON shift value to
 NW0350.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NW0350
 NW0350.The Laplace correction was computed from DEFLEC99 derived deflections.
 NW0350
 NW0350.The geoid height was determined by GEOID03.
 NW0350
 NW0350;                    North         East     Units Scale Factor Converg.
 NW0350;SPC OR S     -   106,036.809 1,715,990.124   MT  0.99994513   +1 48 02.5
 NW0350;SPC OR S     -   347,889.79  5,629,888.86   iFT  0.99994513   +1 48 02.5
 NW0350;UTM  11      - 4,715,727.123   428,785.327   MT  0.99966239   -0 35 14.7
 NW0350
 NW0350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NW0350!SPC OR S     -   0.99980976  x   0.99994513  =   0.99975490
 NW0350!UTM  11      -   0.99980976  x   0.99966239  =   0.99947222
 NW0350
 NW0350|---------------------------------------------------------------------|
 NW0350| PID    Reference Object                     Distance      Geod. Az  |
 NW0350|                                                           dddmmss.s |
 NW0350| CD6348 DANGER RM 1                          24.122 METERS 17921     |
 NW0350| NW0352 ROME VOR TOWER                       28.184 METERS 23654     |
 NW0350| CD6347 DANGER AZ MK                                       2641132.7 |
 NW0350| CD6349 DANGER RM 2                          25.865 METERS 27000     |
 NW0350|---------------------------------------------------------------------|
 NW0350
 NW0350                          SUPERSEDED SURVEY CONTROL
 NW0350
 NW0350  NAD 83(1986)-  42 35 26.45097(N)    117 52 04.68579(W) AD(       ) 2
 NW0350  NAD 27      -  42 35 26.86999(N)    117 52 01.12636(W) AD(       ) 2
 NW0350  NGVD 29 (07/19/86) 1230.6    (m)         4037.     (f) VERT ANG    3  
 NW0350
 NW0350.Superseded values are not recommended for survey control.
 NW0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0350.See file dsdata.txt to determine how the superseded data were derived.
 NW0350
 NW0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH2878515727(NAD 83)
 NW0350_MARKER: Z = SEE DESCRIPTION
 NW0350_SETTING: 0 = UNSPECIFIED SETTING
 NW0350
 NW0350  HISTORY     - Date     Condition        Report By
 NW0350  HISTORY     - 1956     MONUMENTED       CGS
 NW0350  HISTORY     - 1975     GOOD             USGS
 NW0350
 NW0350                          STATION DESCRIPTION
 NW0350
 NW0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 NW0350'THE STATION IS LOCATED 31 MILES, AIR LINE, NORTH-NORTHWEST OF
 NW0350'MC DERMITT, NEVADA, 15 MILES, AIR LINE, SOUTH OF THE JUNCTION
 NW0350'OF U.S. HIGHWAY 95 AND STATE HIGHWAY 78, AND 0.25 MILE EAST OF
 NW0350'U.S. HIGHWAY 95.
 NW0350'
 NW0350'TO REACH THE STATION FROM THE POST OFFICE IN MC DERMITT, NEVADA,
 NW0350'GO NORTH ON U.S. HIGHWAY 95 FOR 43.2 MILES TO A GRAVELED ROAD
 NW0350'RIGHT.  TURN RIGHT, EAST, AND GO 0.25 MILE TO AN OMNI-DIRECTION
 NW0350'RANGE STATION AND THE STATION.
 NW0350'
 NW0350'THE STATION MARK, A STANDARD DISK STAMPED DANGER 1956, IS SECURED
 NW0350'TO THE TOP OF A 2-INCH PIPE WHICH PROJECTS 4 INCHES ABOVE A 10-INCH
 NW0350'CONCRETE REINFORCEMENT.  THE MARK IS 8.3 FEET NORTHEAST OF THE
 NW0350'NORTHEAST CORNER OF THE WHITE, BOARD FENCE SURROUNDING THE
 NW0350'OMNI-DIRECTION RANGE STATION AND 6.9 FEET SOUTHWEST OF A WHITE
 NW0350'WITNESS POST.
 NW0350'
 NW0350'REFERENCE MARK 1, A STANDARD DISK STAMPED DANGER NO 1 1956, IS
 NW0350'SECURED TO THE TOP OF A 2-INCH PIPE WHICH PROJECTS 8 INCHES ABOVE
 NW0350'THE GROUND.  THE MARK IS 6.1 FEET EAST OF THE WHITE FENCE.
 NW0350'
 NW0350'REFERENCE MARK 2, A STANDARD DISK STAMPED DANGER NO 2 1956, IS
 NW0350'SECURED TO THE TOP OF A 2-INCH PIPE WHICH PROJECTS 6 INCHES ABOVE
 NW0350'THE GROUND.  THE MARK IS 6.5 FEET NORTH OF THE WHITE FENCE.
 NW0350'
 NW0350'THE AZIMUTH MARK, A STANDARD DISK STAMPED DANGER 1956, IS SECURED
 NW0350'TO THE TOP OF A 2-INCH PIPE WHICH PROJECTS 10 INCHES ABOVE THE
 NW0350'GROUND.  THE MARK IS 0.05 MILE WEST OF U.S. HIGHWAY 95, 106 FEET
 NW0350'NORTHEAST OF THE NORTHEAST CORNER OF A WHITE BUILDING, 21 FEET
 NW0350'SOUTH OF A TRACK ROAD AND 18 INCHES SOUTH OF A WHITE WITNESS
 NW0350'POST.
 NW0350'
 NW0350'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE
 NW0350'GRAVELED ROAD FOR 0.25 MILE TO U.S. HIGHWAY 95.  GO SOUTH ON THE
 NW0350'HIGHWAY FOR ABOUT 50 FEET TO A ROAD RIGHT.  TURN RIGHT, WEST, AND
 NW0350'GO 0.05 MILE TO THE MARK ON THE LEFT.
 NW0350
 NW0350                          STATION RECOVERY (1975)
 NW0350
 NW0350'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NW0350'RECOVERED AS DESCRIBED.  ALL MARKS IN GOOD CONDITION.
 NW0350'
 NW0350'INSTRUMENT STAND 4.2 FT ABOVE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1521 ***********************************************************************
 RD1521  DESIGNATION -  DANT
 RD1521  PID         -  RD1521
 RD1521  STATE/COUNTY-  OR/MARION
 RD1521  USGS QUAD   -  WOODBURN (1985)
 RD1521
 RD1521                         *CURRENT SURVEY CONTROL
 RD1521  ___________________________________________________________________
 RD1521* NAD 83(1986)-  45 10 49.     (N)    122 48 19.     (W)     SCALED    
 RD1521* NAVD 88     -        56.042  (meters)     183.86   (feet)  ADJUSTED  
 RD1521  ___________________________________________________________________
 RD1521  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 RD1521  DYNAMIC HT  -          56.039 (meters)     183.85  (feet)  COMP
 RD1521  MODELED GRAV-     980,576.4   (mgal)                       NAVD 88
 RD1521
 RD1521  VERT ORDER  -  FIRST     CLASS II
 RD1521
 RD1521.The horizontal coordinates were scaled from a topographic map and have
 RD1521.an estimated accuracy of +/- 6 seconds.
 RD1521
 RD1521.The orthometric height was determined by differential leveling
 RD1521.and adjusted in June 1991.
 RD1521
 RD1521.The geoid height was determined by GEOID03.
 RD1521
 RD1521.The dynamic height is computed by dividing the NAVD 88
 RD1521.geopotential number by the normal gravity value computed on the
 RD1521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1521.degrees latitude (g = 980.6199 gals.).
 RD1521
 RD1521.The modeled gravity was interpolated from observed gravity values.
 RD1521
 RD1521;                    North         East    Units  Estimated Accuracy
 RD1521;SPC OR N     -   170,780.    2,318,850.      MT  (+/- 180 meters Scaled)
 RD1521
 RD1521                          SUPERSEDED SURVEY CONTROL
 RD1521
 RD1521.No superseded survey control is available for this station.
 RD1521
 RD1521_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER152029(NAD 83)
 RD1521_MARKER: DB = BENCH MARK DISK
 RD1521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD1521_SP_SET: CONCRETE POST
 RD1521_STAMPING: DANT SOT 1935
 RD1521_MARK LOGO: NONE  
 RD1521_PROJECTION: PROJECTING 2 CENTIMETERS
 RD1521_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD1521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD1521+STABILITY: SURFACE MOTION
 RD1521_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RD1521+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2001
 RD1521
 RD1521  HISTORY     - Date     Condition        Report By
 RD1521  HISTORY     - 1935     MONUMENTED       USE
 RD1521  HISTORY     - 1987     GOOD             NGS
 RD1521  HISTORY     - 20010801 GOOD             OR-005
 RD1521  HISTORY     - 20070317 GOOD             USPSQD
 RD1521
 RD1521                          STATION DESCRIPTION
 RD1521
 RD1521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 RD1521'IN HUBBARD.
 RD1521'IN HUBBARD, AT THE INTERSECTION OF STATE HIGHWAY 99 AND E STREET, 11.1
 RD1521'M (36.4 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 10.2 M
 RD1521'(33.5 FT) SOUTHWEST OF A FIRE HYDRANT, AND 9.3 M (30.5 FT) NORTHEAST
 RD1521'OF THE CENTERLINE OF THE STREET.
 RD1521'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 RD1521
 RD1521                          STATION RECOVERY (2001)
 RD1521
 RD1521'RECOVERY NOTE BY CLACKAMAS COUNTY OREGON 2001 (CRC)
 RD1521'RECOVERED AS DESCRIBED
 RD1521
 RD1521                          STATION RECOVERY (2007)
 RD1521
 RD1521'RECOVERY NOTE BY US POWER SQUADRON 2007 (RR)
 RD1521'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0935 ***********************************************************************
 RD0935  DESIGNATION -  DAP
 RD0935  PID         -  RD0935
 RD0935  STATE/COUNTY-  OR/YAMHILL
 RD0935  USGS QUAD   -  SHERIDAN (1992)
 RD0935
 RD0935                         *CURRENT SURVEY CONTROL
 RD0935  ___________________________________________________________________
 RD0935* NAD 83(1986)-  45 05 42.     (N)    123 25 38.     (W)     SCALED    
 RD0935* NAVD 88     -        63.330  (meters)     207.78   (feet)  ADJUSTED  
 RD0935  ___________________________________________________________________
 RD0935  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 RD0935  DYNAMIC HT  -          63.331 (meters)     207.78  (feet)  COMP
 RD0935  MODELED GRAV-     980,641.6   (mgal)                       NAVD 88
 RD0935
 RD0935  VERT ORDER  -  SECOND    CLASS 0
 RD0935
 RD0935.The horizontal coordinates were scaled from a topographic map and have
 RD0935.an estimated accuracy of +/- 6 seconds.
 RD0935
 RD0935.The orthometric height was determined by differential leveling
 RD0935.and adjusted in June 1991.
 RD0935
 RD0935.The geoid height was determined by GEOID03.
 RD0935
 RD0935.The dynamic height is computed by dividing the NAVD 88
 RD0935.geopotential number by the normal gravity value computed on the
 RD0935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0935.degrees latitude (g = 980.6199 gals.).
 RD0935
 RD0935.The modeled gravity was interpolated from observed gravity values.
 RD0935
 RD0935;                    North         East    Units  Estimated Accuracy
 RD0935;SPC OR N     -   162,890.    2,269,650.      MT  (+/- 180 meters Scaled)
 RD0935
 RD0935                          SUPERSEDED SURVEY CONTROL
 RD0935
 RD0935  NGVD 29 (??/??/92)   62.287  (m)          204.35   (f) ADJ UNCH    2 0
 RD0935
 RD0935.Superseded values are not recommended for survey control.
 RD0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0935.See file dsdata.txt to determine how the superseded data were derived.
 RD0935
 RD0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ663935(NAD 83)
 RD0935_MARKER: DD = SURVEY DISK
 RD0935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0935_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0935_STAMPING: DAP 204 1935
 RD0935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0935+STABILITY: SURFACE MOTION
 RD0935
 RD0935  HISTORY     - Date     Condition        Report By
 RD0935  HISTORY     - 1935     MONUMENTED       ORGS
 RD0935  HISTORY     - 1949     GOOD             NGS
 RD0935  HISTORY     - 1982     GOOD             NGS
 RD0935  HISTORY     - 1989     GOOD             USPSQD
 RD0935
 RD0935                          STATION DESCRIPTION
 RD0935
 RD0935'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 RD0935'1.7 MI W FROM SHERIDAN.
 RD0935'1.7 MILES WEST ALONG STATE HIGHWAY 18 FROM THE CITY HALL AT SHERIDAN,
 RD0935'AT THE T JUNCTION OF A ROAD LEADING NORTH TO NOVITIATE, 36 1/2 FEET
 RD0935'WEST OF POWER LINE POLE RC 19 W 20, 31.0 FEET SOUTH OF THE CENTER LINE
 RD0935'OF THE HIGHWAY, 14.0 FEET EAST OF THE CENTER OF THE SOUTH END OF A
 RD0935'36-INCH CONCRETE PIPE CULVERT, 13 1/2 FEET WEST OF THE PROLONGATION OF
 RD0935'THE CENTER LINE OF THE ROAD, ABOUT 2 FEET LOWER THAN THE HIGHWAY, 1.1
 RD0935'FEET NORTH OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 RD0935'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 RD0935
 RD0935                          STATION RECOVERY (1982)
 RD0935
 RD0935'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RD0935'REACHED BY GOING WEST 2.7 KM (1.7 MILES) WEST TO JUNCTION WITH ROLL
 RD0935'CREEK ROAD AND MARK ON THE LEFT. IT IS 14 METERS SOUTHWEST OF THE
 RD0935'CENTERLINE JUNCTION OF ROCK CREEK ROAD AND HIGHWAY 18, 8.1 METERS
 RD0935'WEST OF A POWER POLE, 4.7 METERS WEST OF THE CENTERLINE OF A
 RD0935'DRIVEWAY, 4.3 METERS EAST OF A CONCRETE CULVERT.
 RD0935
 RD0935                          STATION RECOVERY (1989)
 RD0935
 RD0935'RECOVERY NOTE BY US POWER SQUADRON 1989 (SMN)
 RD0935'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0231 ***********************************************************************
 RD0231  DESIGNATION -  DARD
 RD0231  PID         -  RD0231
 RD0231  STATE/COUNTY-  OR/CLACKAMAS
 RD0231  USGS QUAD   -  BRIGHTWOOD (1997)
 RD0231
 RD0231                         *CURRENT SURVEY CONTROL
 RD0231  ___________________________________________________________________
 RD0231* NAD 83(1986)-  45 22 38.     (N)    122 05 29.     (W)     SCALED    
 RD0231* NAVD 88     -       278.378  (meters)     913.31   (feet)  ADJUSTED  
 RD0231  ___________________________________________________________________
 RD0231  GEOID HEIGHT-         -22.06  (meters)                     GEOID03
 RD0231  DYNAMIC HT  -         278.351 (meters)     913.22  (feet)  COMP
 RD0231  MODELED GRAV-     980,513.1   (mgal)                       NAVD 88
 RD0231
 RD0231  VERT ORDER  -  SECOND    CLASS 0
 RD0231
 RD0231.The horizontal coordinates were scaled from a topographic map and have
 RD0231.an estimated accuracy of +/- 6 seconds.
 RD0231
 RD0231.The orthometric height was determined by differential leveling
 RD0231.and adjusted in June 1991.
 RD0231
 RD0231.The geoid height was determined by GEOID03.
 RD0231
 RD0231.The dynamic height is computed by dividing the NAVD 88
 RD0231.geopotential number by the normal gravity value computed on the
 RD0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0231.degrees latitude (g = 980.6199 gals.).
 RD0231
 RD0231.The modeled gravity was interpolated from observed gravity values.
 RD0231
 RD0231;                    North         East    Units  Estimated Accuracy
 RD0231;SPC OR N     -   191,310.    2,375,370.      MT  (+/- 180 meters Scaled)
 RD0231
 RD0231                          SUPERSEDED SURVEY CONTROL
 RD0231
 RD0231  NGVD 29 (??/??/92)  277.326  (m)          909.86   (f) ADJ UNCH    2 0
 RD0231
 RD0231.Superseded values are not recommended for survey control.
 RD0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0231.See file dsdata.txt to determine how the superseded data were derived.
 RD0231
 RD0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER711252(NAD 83)
 RD0231_MARKER: DB = BENCH MARK DISK
 RD0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0231_STAMPING: DARD 1935
 RD0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0231+STABILITY: SURFACE MOTION
 RD0231
 RD0231  HISTORY     - Date     Condition        Report By
 RD0231  HISTORY     - 1935     MONUMENTED       CGS
 RD0231  HISTORY     - 1947     GOOD             NGS
 RD0231  HISTORY     - 1983     MARK NOT FOUND   USGS
 RD0231
 RD0231                          STATION DESCRIPTION
 RD0231
 RD0231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 RD0231'2.3 MI E FROM CHERRYVILLE.
 RD0231'2.3 MILES EAST ALONG STATE HIGHWAY 50 FROM THE POST OFFICE AT
 RD0231'CHERRYVILLE, 0.1 MILE WEST OF RIVERSIDE GARAGE, NEAR THE EAST END OF A
 RD0231'CURVE, 48.4 FEET WEST OF TELEPHONE POLE NO. 549, 27.0 FEET SOUTH OF
 RD0231'THE CENTER LINE OF THE HIGHWAY, 3.0 FEET ABOVE THE HIGHWAY LEVEL, AND
 RD0231'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 RD0231'GROUND.  WITNESS POST SET 2.5 FEET SOUTH OF THE MARK.
 RD0231
 RD0231                          STATION RECOVERY (1983)
 RD0231
 RD0231'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 RD0231'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0411 ***********************************************************************
 QE0411  DESIGNATION -  DARD
 QE0411  PID         -  QE0411
 QE0411  STATE/COUNTY-  OR/LINN
 QE0411  USGS QUAD   -  ALBANY (1975)
 QE0411
 QE0411                         *CURRENT SURVEY CONTROL
 QE0411  ___________________________________________________________________
 QE0411* NAD 83(1986)-  44 37 46.     (N)    123 01 06.     (W)     SCALED    
 QE0411* NAVD 88     -        74.932  (meters)     245.84   (feet)  ADJUSTED  
 QE0411  ___________________________________________________________________
 QE0411  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 QE0411  DYNAMIC HT  -          74.926 (meters)     245.82  (feet)  COMP
 QE0411  MODELED GRAV-     980,534.4   (mgal)                       NAVD 88
 QE0411
 QE0411  VERT ORDER  -  FIRST     CLASS II
 QE0411
 QE0411.The horizontal coordinates were scaled from a topographic map and have
 QE0411.an estimated accuracy of +/- 6 seconds.
 QE0411
 QE0411.The orthometric height was determined by differential leveling
 QE0411.and adjusted in June 1991.
 QE0411
 QE0411.The geoid height was determined by GEOID03.
 QE0411
 QE0411.The dynamic height is computed by dividing the NAVD 88
 QE0411.geopotential number by the normal gravity value computed on the
 QE0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0411.degrees latitude (g = 980.6199 gals.).
 QE0411
 QE0411.The modeled gravity was interpolated from observed gravity values.
 QE0411
 QE0411;                    North         East    Units  Estimated Accuracy
 QE0411;SPC OR N     -   110,100.    2,300,210.      MT  (+/- 180 meters Scaled)
 QE0411
 QE0411                          SUPERSEDED SURVEY CONTROL
 QE0411
 QE0411  NGVD 29 (??/??/92)   73.918  (m)          242.51   (f) ADJ UNCH    1 2
 QE0411
 QE0411.Superseded values are not recommended for survey control.
 QE0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0411.See file dsdata.txt to determine how the superseded data were derived.
 QE0411
 QE0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ985417(NAD 83)
 QE0411_MARKER: DD = SURVEY DISK
 QE0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0411_STAMPING: DARD SOT 1935
 QE0411_MARK LOGO: USE   
 QE0411_MAGNETIC: N = NO MAGNETIC MATERIAL
 QE0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0411+STABILITY: SURFACE MOTION
 QE0411
 QE0411  HISTORY     - Date     Condition        Report By
 QE0411  HISTORY     - 1935     MONUMENTED       USE
 QE0411  HISTORY     - 1963     GOOD             NGS
 QE0411  HISTORY     - 19941109 GOOD             ORDT
 QE0411  HISTORY     - 20060529 MARK NOT FOUND   USPSQD
 QE0411
 QE0411                          STATION DESCRIPTION
 QE0411
 QE0411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 QE0411'2.3 MI E FROM ALBANY.
 QE0411'2.3 MILES EAST ALONG U.S. HIGHWAY 20 FROM THE JUNCTION OF U.S. HIGHWAY
 QE0411'20 AND INTERSTATE HIGHWAY 5, WHICH IS AT THE EAST EDGE OF ALBANY, 0.25
 QE0411'MILE EAST OF MILE POST NO. 3, 105 FEET WEST OF O. B. CORRICKS MAIL
 QE0411'BOX, 34 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 20, 7 FEET EAST OF
 QE0411'THE CENTER OF THE DRIVEWAY, 4 FEET WEST OF A POWER POLE WITH A
 QE0411'TRANSFORMER AND 2 FEET WEST OF A WOODEN WITNESS POST SET IN THE TOP OF
 QE0411'A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES.
 QE0411
 QE0411                          STATION RECOVERY (1994)
 QE0411
 QE0411'RECOVERY NOTE BY OREGON DEPARTMENT OF TRANSPORTATION 1994 (DBS)
 QE0411'THE MARK IS POSSIBLY DISTURBED.  (THE ELVEVATION MAY BE GOOD.) TO
 QE0411'REACH FROM I-5 AND US-20 IN ALBANY, GO EASTERLY ON US-20 FOR 2.186
 QE0411'MILES (3.518 KM) TO THE MARK ON RIGHT. RECOVERED BE DICK B.  ST.JOHN.
 QE0411
 QE0411                          STATION RECOVERY (2006)
 QE0411
 QE0411'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 QE0411'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2383 ***********************************************************************
 QE2383  DESIGNATION -  DARK
 QE2383  PID         -  QE2383
 QE2383  STATE/COUNTY-  OR/LINCOLN
 QE2383  USGS QUAD   -  TOLEDO SOUTH (1984)
 QE2383
 QE2383                         *CURRENT SURVEY CONTROL
 QE2383  ___________________________________________________________________
 QE2383* NAD 83(1991)-  44 35 32.04332(N)    123 56 13.09576(W)     ADJUSTED  
 QE2383* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 QE2383  ___________________________________________________________________
 QE2383  LAPLACE CORR-          14.80  (seconds)                    DEFLEC99
 QE2383  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 QE2383  HORZ ORDER  -  THIRD
 QE2383
 QE2383.The horizontal coordinates were established by classical geodetic methods
 QE2383.and adjusted by the National Geodetic Survey in October 1991.
 QE2383
 QE2383.The orthometric height was scaled from a topographic map.
 QE2383
 QE2383.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2383
 QE2383.The geoid height was determined by GEOID03.
 QE2383
 QE2383;                    North         East     Units Scale Factor Converg.
 QE2383;SPC OR N     -   108,655.047 2,227,187.840   MT  0.99994486   -2 26 14.8
 QE2383;SPC OR N     -   356,479.81  7,307,046.72   iFT  0.99994486   -2 26 14.8
 QE2383;UTM  10      - 4,938,081.352   425,630.386   MT  0.99966801   -0 39 28.2
 QE2383
 QE2383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2383!SPC OR N     -   1.00000253  x   0.99994486  =   0.99994739
 QE2383!UTM  10      -   1.00000253  x   0.99966801  =   0.99967054
 QE2383
 QE2383:                Primary Azimuth Mark                     Grid Az
 QE2383:SPC OR N     -  FIELD                                    002 30 41.0
 QE2383:UTM  10      -  FIELD                                    000 43 54.4
 QE2383
 QE2383|---------------------------------------------------------------------|
 QE2383| PID    Reference Object                     Distance      Geod. Az  |
 QE2383|                                                           dddmmss.s |
 QE2383| QE2384 FIELD                               APPROX. 0.6 KM 0000426.2 |
 QE2383| QE2363 REAR RANGE 4                        471.838 METERS 0041304.5 |
 QE2383| QE2379 FRONT RANGE 5                       158.662 METERS 03017     |
 QE2383| QE2357 APPLE                               385.618 METERS 28914     |
 QE2383| QE2359 LOWER DIKE LIGHT                    APPROX. 0.6 KM 3363909.4 |
 QE2383| QE2378 FRONT RANGE 3                        93.783 METERS 35030     |
 QE2383| QE2352 FRONT RANGE 4                       285.992 METERS 35651     |
 QE2383|---------------------------------------------------------------------|
 QE2383
 QE2383                          SUPERSEDED SURVEY CONTROL
 QE2383
 QE2383  NAD 83(1986)-  44 35 32.07911(N)    123 56 13.16307(W) AD(       ) 3
 QE2383  NAD 27      -  44 35 32.68500(N)    123 56 08.79200(W) AD(       ) 3
 QE2383
 QE2383.Superseded values are not recommended for survey control.
 QE2383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2383.See file dsdata.txt to determine how the superseded data were derived.
 QE2383
 QE2383_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ2563038081(NAD 83)
 QE2383_MARKER: Z = SEE DESCRIPTION
 QE2383_SETTING: 0 = UNSPECIFIED SETTING
 QE2383_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE2383
 QE2383  HISTORY     - Date     Condition        Report By
 QE2383  HISTORY     - 1914     MONUMENTED       CGS
 QE2383  HISTORY     - 1934     SEE DESCRIPTION  ORGS
 QE2383
 QE2383                          STATION DESCRIPTION
 QE2383
 QE2383'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (JWM)
 QE2383'STATION IS ON A POINT COVERED WITH ALDER TREES, DIRECTLY ACROSS
 QE2383'THE BAY FROM THE OLD MONTGOMERY PLACE, A FEW FEET BELOW THE
 QE2383'HIGH-WATER MARK.
 QE2383'
 QE2383'THE STATION IS MARKED BY A BOTTLE SET 3 FEET BELOW THE SURFACE,
 QE2383'AND AT THE SURFACE BY A STANDARD DISK IN A CYLINDRICAL BED OF
 QE2383'CONCRETE 8 INCHES IN DIAMETER BY 2 FEET DEEP.
 QE2383'
 QE2383'THE REFERENCE MARK IS A STANDARD DISK SET IN CONCRETE, 6.40
 QE2383'METERS E (MAGNETIC).
 QE2383
 QE2383                          STATION RECOVERY (1934)
 QE2383
 QE2383'RECOVERY NOTE BY OREGON GEODETIC SURVEY 1934
 QE2383'STATION WAS NOT RECOVERED.  EVIDENCE POINTS TO DESTRUCTION OF
 QE2383'POINT BY SLIDE.  LOCATION INDEFINITE, POINT SUPPOSED TO BE BELOW
 QE2383'HIGHWATER LINE.  BEACH COVERED WITH DEBRIS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AI1991 ***********************************************************************
 AI1991  CBN         -  This is a Cooperative Base Network Control Station.
 AI1991  DESIGNATION -  DARLEY
 AI1991  PID         -  AI1991
 AI1991  STATE/COUNTY-  OR/DOUGLAS
 AI1991  USGS QUAD   -  ROSEBURG WEST (1987)
 AI1991
 AI1991                         *CURRENT SURVEY CONTROL
 AI1991  ___________________________________________________________________
 AI1991* NAD 83(2007)-  43 14 32.67820(N)    123 23 33.69239(W)     ADJUSTED  
 AI1991* NAVD 88     -       162.9    (meters)     534.     (feet)  GPS OBS   
 AI1991  ___________________________________________________________________
 AI1991  EPOCH DATE  -        2007.00
 AI1991  X           -  -2,561,247.175 (meters)                     COMP
 AI1991  Y           -  -3,885,413.448 (meters)                     COMP
 AI1991  Z           -   4,347,253.969 (meters)                     COMP
 AI1991  LAPLACE CORR-           2.77  (seconds)                    DEFLEC99
 AI1991  ELLIP HEIGHT-         139.115 (meters)          (02/10/07) ADJUSTED
 AI1991  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 AI1991
 AI1991  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI1991  Type    PID    Designation                      North   East  Ellip
 AI1991  -------------------------------------------------------------------
 AI1991  NETWORK AI1991 DARLEY                            0.71   0.55   1.55
 AI1991  -------------------------------------------------------------------
 AI1991
 AI1991.The horizontal coordinates were established by GPS observations
 AI1991.and adjusted by the National Geodetic Survey in February 2007.
 AI1991
 AI1991.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI1991.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI1991.The horizontal coordinates are valid at the epoch date displayed above.
 AI1991.The epoch date for horizontal control is a decimal equivalence
 AI1991.of Year/Month/Day.
 AI1991
 AI1991.The orthometric height was determined by GPS observations and a
 AI1991.high-resolution geoid model.
 AI1991
 AI1991.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI1991
 AI1991.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1991
 AI1991.The ellipsoidal height was determined by GPS observations
 AI1991.and is referenced to NAD 83.
 AI1991
 AI1991.The geoid height was determined by GEOID03.
 AI1991
 AI1991;                    North         East     Units Scale Factor Converg.
 AI1991;SPC OR S     -   179,094.173 1,265,127.721   MT  0.99989543   -1 58 44.5
 AI1991;SPC OR S     -   587,579.31  4,150,681.50   iFT  0.99989543   -1 58 44.5
 AI1991;UTM  10      - 4,787,809.504   468,118.395   MT  0.99961250   -0 16 08.5
 AI1991
 AI1991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1991!SPC OR S     -   0.99997818  x   0.99989543  =   0.99987362
 AI1991!UTM  10      -   0.99997818  x   0.99961250  =   0.99959069
 AI1991
 AI1991                          SUPERSEDED SURVEY CONTROL
 AI1991
 AI1991  NAD 83(1998)-  43 14 32.67574(N)    123 23 33.69244(W) AD(       ) A
 AI1991  ELLIP H (04/24/00)  139.121  (m)                       GP(       ) 3 1
 AI1991  NAD 83(1991)-  43 14 32.67360(N)    123 23 33.69131(W) AD(       ) B
 AI1991  ELLIP H (10/13/99)  139.274  (m)                       GP(       ) 3 1
 AI1991
 AI1991.Superseded values are not recommended for survey control.
 AI1991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1991.See file dsdata.txt to determine how the superseded data were derived.
 AI1991
 AI1991_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN6811887810(NAD 83)
 AI1991_MARKER: DD = SURVEY DISK
 AI1991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI1991_STAMPING: DARLEY 1998
 AI1991_MARK LOGO: OR-019
 AI1991_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI1991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI1991+STABILITY: SURFACE MOTION
 AI1991_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1991+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AI1991
 AI1991  HISTORY     - Date     Condition        Report By
 AI1991  HISTORY     - 1998     MONUMENTED       OR-019
 AI1991
 AI1991                          STATION DESCRIPTION
 AI1991
 AI1991'DESCRIBED BY DOUGLAS COUNTY OREGON 1998 (RWS)
 AI1991'THE STATION IS LOCATED ABOUT 3.5 KM (2.15 MI) NORTHWEST OF THE CENTER
 AI1991'OF ROSEBURG, IN THE FRONT YARD OF A PRIVATE RESIDENCE OWNED BY THE
 AI1991'DOUGLAS COUNTY SURVEYOR, IN SECTION 10, TOWNSHIP 27 SOUTH, RANGE 6
 AI1991'WEST.  OWNERSHIP--ROMEY WARE, 204 DARLEY DRIVE, ROSEBURG, OR 97470.
 AI1991'PHONE 541-440-4272 (WORK), 541-672-8210 (HOME).  TO REACH THE STATION
 AI1991'FROM THE INTERSECTION OF INTERSTATE HIGHWAY 5 AND GARDEN VALLEY ROAD
 AI1991'(EXIT 125) IN ROSEBURG, GO WESTERLY ON GARDEN VALLEY DRIVE FOR 3.38 KM
 AI1991'(2.10 MI) TO THE INTERSECTION OF MELROSE ROAD ON THE LEFT AND DARLEY
 AI1991'DRIVE ON THE RIGHT.  TURN RIGHT, NORTHEAST, ON DARLEY DRIVE FOR 0.08
 AI1991'KM (0.05 MI) TO THE SECOND PRIVATE DRIVEWAY ON THE LEFT.  TURN LEFT,
 AI1991'NORTH, ONTO PAVED DRIVEWAY FOR 61 M (200.1 FT) TO THE JUNCTION OF
 AI1991'ANOTHER DRIVEWAY ON THE RIGHT.  TURN RIGHT, EASTERLY, ON PAVED
 AI1991'DRIVEWAY FOR 61 M (200.1 FT) TO THE STATION ON THE LEFT.  THE STATION
 AI1991'IS A DOUGLAS COUNTY SURVEYORS OFFICE DISK SET IN TOP OF A 30 CM
 AI1991'DIAMETER AND 110 CM DEEP, BELLED CONCRETE MONUMENT DUG TO BEDROCK AND
 AI1991'FLUSH WITH THE GROUND.  IT IS 20 M (65.6 FT) WEST FROM THE EAST END OF
 AI1991'A Y-JUNCTION IN THE DRIVEWAY, 3.6 M (11.8 FT) SOUTHWEST OF REFERENCE
 AI1991'MARK NUMBER 1, 1.4 M (4.6 FT) SOUTH FROM A WITNESS POST IN THE FENCE,
 AI1991'AND 0.6 M (2.0 FT) NORTH OF THE EDGE OF THE PAVED DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1833 ***********************************************************************
 QE1833  DESIGNATION -  DARREL
 QE1833  PID         -  QE1833
 QE1833  STATE/COUNTY-  OR/MARION
 QE1833  USGS QUAD   -  SALEM EAST (1986)
 QE1833
 QE1833                         *CURRENT SURVEY CONTROL
 QE1833  ___________________________________________________________________
 QE1833* NAD 83(1991)-  44 53 10.77283(N)    122 59 20.14632(W)     ADJUSTED  
 QE1833* NAVD 88     -        94.0    (meters)     308.     (feet)  VERTCON   
 QE1833  ___________________________________________________________________
 QE1833  LAPLACE CORR-          -3.23  (seconds)                    DEFLEC99
 QE1833  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 QE1833  HORZ ORDER  -  SECOND
 QE1833
 QE1833.The horizontal coordinates were established by classical geodetic methods
 QE1833.and adjusted by the National Geodetic Survey in October 1991.
 QE1833
 QE1833.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE1833.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE1833
 QE1833.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE1833
 QE1833.The geoid height was determined by GEOID03.
 QE1833
 QE1833;                    North         East     Units Scale Factor Converg.
 QE1833;SPC OR N     -   138,558.465 2,303,417.585   MT  0.99990667   -1 45 54.4
 QE1833;SPC OR N     -   454,588.14  7,557,144.31   iFT  0.99990667   -1 45 54.4
 QE1833;UTM  10      - 4,970,322.822   500,874.246   MT  0.99960001   +0 00 28.1
 QE1833
 QE1833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE1833!SPC OR N     -   0.99998885  x   0.99990667  =   0.99989553
 QE1833!UTM  10      -   0.99998885  x   0.99960001  =   0.99958887
 QE1833
 QE1833:                Primary Azimuth Mark                     Grid Az
 QE1833:SPC OR N     -  ROBINSON                                 077 40 48.9
 QE1833:UTM  10      -  ROBINSON                                 075 54 26.4
 QE1833
 QE1833|---------------------------------------------------------------------|
 QE1833| PID    Reference Object                     Distance      Geod. Az  |
 QE1833|                                                           dddmmss.s |
 QE1833| QE1836 ROBINSON                            APPROX. 3.8 KM 0755454.5 |
 QE1833|---------------------------------------------------------------------|
 QE1833
 QE1833                          SUPERSEDED SURVEY CONTROL
 QE1833
 QE1833  NAD 83(1986)-  44 53 10.79643(N)    122 59 20.16259(W) AD(       ) 2
 QE1833  NAD 27      -  44 53 11.36237(N)    122 59 15.82350(W) AD(       ) 2
 QE1833  NGVD 29 (07/19/86)   93.0    (m)          305.     (f) VERT ANG    3  
 QE1833
 QE1833.Superseded values are not recommended for survey control.
 QE1833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1833.See file dsdata.txt to determine how the superseded data were derived.
 QE1833
 QE1833_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ0087470323(NAD 83)
 QE1833_MARKER: Z = SEE DESCRIPTION
 QE1833_SETTING: 0 = UNSPECIFIED SETTING
 QE1833_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE1833
 QE1833  HISTORY     - Date     Condition        Report By
 QE1833  HISTORY     - 1972     MONUMENTED       OR1810
 QE1833
 QE1833                          STATION DESCRIPTION
 QE1833
 QE1833'DESCRIBED BY CITY OF SALEM OREGON 1972 (LGH)
 QE1833'THE STATION IS ABOUT 4.0 MILES SOUTHEAST OF SALEM IN THE SW 1/4
 QE1833'OF SEC. 7, T8S R2W.
 QE1833'
 QE1833'TO REACH THE STATION FROM THE CITY OF SALEM CIVIC CENTER, GO SOUTH
 QE1833'0.3 MILE ON COMMERCIAL STREET TO THE INTERSECTION OF COMMERCIAL
 QE1833'STREET AND MISSION STREET, TURN LEFT ON MISSION AND GO EAST 0.7
 QE1833'MILE TO THE INTERSECTION OF MISSION STREET AND 12TH. STREET, TURN
 QE1833'RIGHT ON 12TH. STREET AND GO SOUTH 1.8 MILES TO THE INTERSECTION
 QE1833'OF 12TH. STREET AND MADRONA AVENUE, TURN LEFT ON MADRONA AVENUE
 QE1833'AND GO EAST 0.3 MILE TO THE INTERSECTION OF MADRONA AVENUE AND
 QE1833'PRINGLE ROAD, TURN RIGHT ON PRINGLE ROAD AND GO SOUTH
 QE1833'(NOTE--PRINGLE ROAD CHANGES TO BATTLE CREEK ROAD) 1.9 MILES TO
 QE1833'THE INTERSECTION OF BATTLE CREEK ROAD AND BOONE ROAD, TURN
 QE1833'LEFT ON BOONE ROAD AND GO EAST 0.9 MILE TO 32ND. AVENUE, TURN
 QE1833'LEFT AND GO NORTH 0.2 MILE TO LITCHFIELD PLACE, TURN RIGHT AT
 QE1833'LITCHFIELD PLACE AND GO EAST UP THE HILL AND REMAIN ON THE
 QE1833'RIGHT HAND A.C. DRIVEWAY, GO ALL THE WAY TO SECOND HOUSE IN
 QE1833'THE BACK.  FROM 32ND. AVENUE TO THE PARKING AREA IS 0.4 MILE.
 QE1833'FROM THE PARKING AREA GO EASTERLY 75 FEET TO THE NORTH EDGE OF
 QE1833'THE HOUSE, CONTINUE SOUTHEASTERLY FROM THE NORTHEAST CORNER
 QE1833'OF THE HOUSE 100 FEET TO THE BROW OF THE HILL.  THE
 QE1833'STATION IS 16 FEET DOWN FROM THE BROW OF THE HILL.
 QE1833'
 QE1833'THE STATION MARK IS A CITY OF SALEM BRASS DISK STAMPED DARREL
 QE1833'1972, SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE POST LEVEL
 QE1833'WITH THE GROUND SURFACE.  THE STATION IS 73 FEET EAST OF THE ANGLE
 QE1833'POINT IN THE FOUNDATION IN THE CENTER OF THE EAST SIDE OF THE
 QE1833'HOUSE AND 16 FEET EAST OF THE BROW OF THE HILL.  THE UNDERGROUND
 QE1833'MARK IS AN ALUMINUM CAP ON AN IRON ROD SET IN A 6 INCH
 QE1833'CYLINDRICAL CONCRETE POST 36 INCHES BELOW THE GROUND SURFACE.
 QE1833'
 QE1833'HEIGHT OF LIGHT ABOVE STATION MARK 1.58 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1742 ***********************************************************************
 QE1742  DESIGNATION -  DAVE
 QE1742  PID         -  QE1742
 QE1742  STATE/COUNTY-  OR/LANE
 QE1742  USGS QUAD   -  SPRINGFIELD (1986)
 QE1742
 QE1742                         *CURRENT SURVEY CONTROL
 QE1742  ___________________________________________________________________
 QE1742* NAD 83(1991)-  44 03 22.35111(N)    122 56 25.71085(W)     ADJUSTED  
 QE1742* NAVD 88     -       160.6    (meters)     527.     (feet)  VERTCON   
 QE1742  ___________________________________________________________________
 QE1742  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 QE1742  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 QE1742  HORZ ORDER  -  SECOND
 QE1742
 QE1742.The horizontal coordinates were established by classical geodetic methods
 QE1742.and adjusted by the National Geodetic Survey in October 1991.
 QE1742
 QE1742.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE1742.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE1742
 QE1742.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE1742
 QE1742.The geoid height was determined by GEOID03.
 QE1742
 QE1742;                    North         East     Units Scale Factor Converg.
 QE1742;SPC OR S     -   268,298.403 1,304,468.449   MT  1.00001477   -1 40 10.7
 QE1742;SPC OR S     -   880,244.10  4,279,752.13   iFT  1.00001477   -1 40 10.7
 QE1742;UTM  10      - 4,878,117.564   504,767.837   MT  0.99960028   +0 02 29.0
 QE1742
 QE1742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE1742!SPC OR S     -   0.99997849  x   1.00001477  =   0.99999326
 QE1742!UTM  10      -   0.99997849  x   0.99960028  =   0.99957878
 QE1742
 QE1742|---------------------------------------------------------------------|
 QE1742| PID    Reference Object                     Distance      Geod. Az  |
 QE1742|                                                           dddmmss.s |
 QE1742| CE1396 DAVE RM 1                                          03735     |
 QE1742| CE1397 DAVE RM 2                                          12808     |
 QE1742| PC0920 SPENCER                             APPROX.14.9 KM 2365402.2 |
 QE1742|---------------------------------------------------------------------|
 QE1742
 QE1742                          SUPERSEDED SURVEY CONTROL
 QE1742
 QE1742  NAD 83(1986)-  44 03 22.36648(N)    122 56 25.73684(W) AD(       ) 2
 QE1742  NAD 27      -  44 03 22.91199(N)    122 56 21.43691(W) AD(       ) 2
 QE1742  NGVD 29 (07/19/86)  159.5    (m)          523.     (f) VERT ANG    3  
 QE1742
 QE1742.Superseded values are not recommended for survey control.
 QE1742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1742.See file dsdata.txt to determine how the superseded data were derived.
 QE1742
 QE1742_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP0476878118(NAD 83)
 QE1742_MARKER: DD = SURVEY DISK
 QE1742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE1742_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QE1742_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QE1742+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2006
 QE1742
 QE1742  HISTORY     - Date     Condition        Report By
 QE1742  HISTORY     - 1970     MONUMENTED       OR-039
 QE1742  HISTORY     - 20061021 GOOD             USPSQD
 QE1742
 QE1742                          STATION DESCRIPTION
 QE1742
 QE1742'DESCRIBED BY LANE COUNTY OREGON 1970 (FI)
 QE1742'THE STATION IS LOCATED ABOUT 3-3/4 MILES EAST OF SPRINGFIELD AND IN
 QE1742'THE MEDIAN OF INTERSTATE HIGHWAY 105.
 QE1742'
 QE1742'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAYS 5 AND
 QE1742'105, GO EAST ON INTERSTATE HIGHWAY 105 FOR 5.4 MILES TO 52ND STREET
 QE1742'AND THE STATION ON THE LEFT.
 QE1742'
 QE1742'THE STATION MARK, STAMPED DAVE 1969, IS A LANE COUNTY DISK SET IN
 QE1742'THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS 8 INCHES IN
 QE1742'DIAMETER AND PROJECTS 1 INCH.  IT IS 57 FEET WEST OF THE CENTER OF
 QE1742'52ND STREET, 38 FEET NORTH OF THE CENTER OF THE EAST BOUND LANES
 QE1742'OF INTERSTATE HIGHWAY 105, 5 FEET EAST OF THE CONCRETE BASE OF A
 QE1742'TRAFFIC SIGNAL AND 2.8 FEET EAST OF A WITNESS POST.
 QE1742'
 QE1742'REFERENCE MARK NO. 1, STAMPED DAVE RM 1 1969, IS A LANE COUNTY DISK
 QE1742'CEMENTED IN A DRILL HOLE IN THE CONCRETE BASE OF A TRAFFIC
 QE1742'SIGNAL.  IT IS 50.1 FEET NORTH OF THE WITNESS POST, 27 FEET NORTH
 QE1742'OF THE CENTER OF THE WEST BOUND LANES OF INTERSTATE HIGHWAY 105 AND
 QE1742'23 FEET WEST OF THE CENTER OF 52ND STREET.
 QE1742'
 QE1742'REFERENCE MARK NO. 2, STAMPED DAVE RM 2 1969, IS A LANE COUNTY
 QE1742'DISK CEMENTED IN A DRILL HOLE IN THE CONCRETE BASE OF A TRAFFIC
 QE1742'SIGNAL.  IT IS 67 FEET EAST OF THE CENTER OF 52ND STREET, 34 FEET
 QE1742'SOUTH OF THE CENTER OF THE WEST BOUND LANES OF INTERSTATE HIGHWAY
 QE1742'105 AND 24 FEET NORTH OF THE CENTER OF THE EAST BOUND LANES.
 QE1742'
 QE1742'AN AZIMUTH MARK WAS NOT ESTABLISHED.
 QE1742
 QE1742                          STATION RECOVERY (2006)
 QE1742
 QE1742'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 QE1742'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2710 ***********************************************************************
 RD2710  DESIGNATION -  DAVIDSON
 RD2710  PID         -  RD2710
 RD2710  STATE/COUNTY-  OR/MARION
 RD2710  USGS QUAD   -  ST PAUL (1985)
 RD2710
 RD2710                         *CURRENT SURVEY CONTROL
 RD2710  ___________________________________________________________________
 RD2710* NAD 83(1991)-  45 11 49.91895(N)    122 57 12.51540(W)     ADJUSTED  
 RD2710* NAVD 88     -        54.     (meters)     177.     (feet)  VERTCON   
 RD2710  ___________________________________________________________________
 RD2710  LAPLACE CORR-          -5.13  (seconds)                    DEFLEC99
 RD2710  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 RD2710  HORZ ORDER  -  SECOND
 RD2710
 RD2710.The horizontal coordinates were established by classical geodetic methods
 RD2710.and adjusted by the National Geodetic Survey in October 1991.
 RD2710
 RD2710.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD2710.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD2710
 RD2710.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2710
 RD2710.The geoid height was determined by GEOID03.
 RD2710
 RD2710;                    North         East     Units Scale Factor Converg.
 RD2710;SPC OR N     -   173,001.596 2,307,265.795   MT  0.99989471   -1 44 23.9
 RD2710;SPC OR N     -   567,590.54  7,569,769.67   iFT  0.99989471   -1 44 23.9
 RD2710;UTM  10      - 5,004,858.221   503,654.164   MT  0.99960016   +0 01 58.8
 RD2710
 RD2710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2710!SPC OR N     -   0.99999511  x   0.99989471  =   0.99988982
 RD2710!UTM  10      -   0.99999511  x   0.99960016  =   0.99959527
 RD2710
 RD2710:                Primary Azimuth Mark                     Grid Az
 RD2710:SPC OR N     -  SPIRUP                                   271 56 41.6
 RD2710:UTM  10      -  SPIRUP                                   270 10 18.9
 RD2710
 RD2710|---------------------------------------------------------------------|
 RD2710| PID    Reference Object                     Distance      Geod. Az  |
 RD2710|                                                           dddmmss.s |
 RD2710| CE2711 SPIRUP                                             2701217.7 |
 RD2710|---------------------------------------------------------------------|
 RD2710
 RD2710                          SUPERSEDED SURVEY CONTROL
 RD2710
 RD2710  NAD 83(1986)-  45 11 49.94198(N)    122 57 12.52536(W) AD(       ) 2
 RD2710  NAD 27      -  45 11 50.51512(N)    122 57 08.17037(W) AD(       ) 2
 RD2710  NGVD 29 (07/19/86)   53.     (m)          174.     (f) VERT ANG    3  
 RD2710
 RD2710.Superseded values are not recommended for survey control.
 RD2710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2710.See file dsdata.txt to determine how the superseded data were derived.
 RD2710
 RD2710_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER0365404858(NAD 83)
 RD2710_MARKER: Z = SEE DESCRIPTION
 RD2710_SETTING: 0 = UNSPECIFIED SETTING
 RD2710
 RD2710  HISTORY     - Date     Condition        Report By
 RD2710  HISTORY     - 1972     MONUMENTED       OR-047
 RD2710
 RD2710                          STATION DESCRIPTION
 RD2710
 RD2710'DESCRIBED BY MARION COUNTY OREGON 1972 (ADG)
 RD2710'THE STATION IS LOCATED ABOUT 0.9 MILE SOUTH AND 1.5 MILE EAST OF
 RD2710'THE CITY OF ST. PAUL AND IS SITUATED IN THE S.E. 1/4 OF THE
 RD2710'N.W 1/4 OF SECTION 29, TOWNSHIP 4 SOUTH, RANGE 2 WEST, WILLAMETTE
 RD2710'MERIDIAN, MARION COUNTY, OREGON.
 RD2710'
 RD2710'TO REACH THE STATION FROM THE MAIN INTERSECTION IN THE CITY OF
 RD2710'ST. PAUL, GO SOUTH ON MARKET ROAD NO. 36 FOR 0.9 MILE TO AN
 RD2710'INTERSECTION.  GO EAST ON COUNTY ROAD NO. 408 FOR A DISTANCE OF
 RD2710'1.46 MILES TO THE BEGINNING OF A CURVE TO THE RIGHT AND STATION
 RD2710'MARK.  POINT IS ROAD CENTERLINE STATION (GOING EAST) POINT OF
 RD2710'CURVE (P.C.) 78+84.77.  A GEODETIC MARKER POST STANDS 29 FEET
 RD2710'NORTH OF POINT.
 RD2710'
 RD2710'THE STATION MARK IS A MARION COUNTY BRASS DISK STAMPED MARION
 RD2710'COUNTY.  T4S, R2W.  C.R. 408.  P.C. 78+84.77, SET IN THE TOP OF
 RD2710'AN 8 INCH CYLINDRICAL CONCRETE POST AND 7 INCHES BELOW THE SURFACE
 RD2710'OF THE PAVEMENT.  A MARION COUNTY CAST IRON BOX ENCASES THE TOP
 RD2710'OF THE CONCRETE POST AND HAS A METAL COVER EMBOSSED WITH THE
 RD2710'WORDS MARION COUNTY MONUMENT.  THERE IS NO UNDERGROUND STATION
 RD2710'MARK FOR THIS STATION.
 RD2710'
 RD2710'AZIMUTH MARK IS STATION SPIRUP WHICH IS 2420 FEET WEST OF STATION
 RD2710'DAVIDSON AND IS LOCATED IN THE MIDDLE OF THE BLACKTOP PAVEMENT
 RD2710'AND IS AN ANGLE IN COUNTY ROAD NO. 408 AND IS P.I. STATION
 RD2710'54+63.06.  POINT IS A PROMINENT LAND CORNER WITH A VISIBLE
 RD2710'DIVISION LINE TO THE SOUTH.  THE AZIMUTH MARK IS A MARION COUNTY
 RD2710'BRASS DISK STAMPED MARION COUNTY.  T4S, R2W.  C.R. 408.  P.I.
 RD2710'54+63.06, SET IN THE TOP OF AN 8 INCH CYLINDRICAL CONCRETE POST
 RD2710'AND 7 INCHES BELOW THE SURFACE OF THE PAVEMENT.  A MARION COUNTY
 RD2710'CAST IRON BOX ENCASED THE TOP OF THE CONCRETE POST AND HAS A METAL
 RD2710'COVER EMBOSSED WITH THE WORDS MARION COUNTY MONUMENT.  THERE IS
 RD2710'NO UNDERGROUND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1106 ***********************************************************************
 QE1106  DESIGNATION -  DAVIS
 QE1106  PID         -  QE1106
 QE1106  STATE/COUNTY-  OR/LINCOLN
 QE1106  USGS QUAD   -  NEWPORT SOUTH (1984)
 QE1106
 QE1106                         *CURRENT SURVEY CONTROL
 QE1106  ___________________________________________________________________
 QE1106* NAD 83(1991)-  44 37 03.38726(N)    124 03 04.11730(W)     ADJUSTED  
 QE1106* NAVD 88     -        12.846  (meters)      42.15   (feet)  ADJUSTED  
 QE1106  ___________________________________________________________________
 QE1106  LAPLACE CORR-          16.38  (seconds)                    DEFLEC99
 QE1106  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 QE1106  DYNAMIC HT  -          12.846 (meters)      42.15  (feet)  COMP
 QE1106  MODELED GRAV-     980,594.7   (mgal)                       NAVD 88
 QE1106
 QE1106  HORZ ORDER  -  THIRD
 QE1106  VERT ORDER  -  FIRST     CLASS II
 QE1106
 QE1106.The horizontal coordinates were established by classical geodetic methods
 QE1106.and adjusted by the National Geodetic Survey in October 1991.
 QE1106
 QE1106.The orthometric height was determined by differential leveling
 QE1106.and adjusted in June 1991.
 QE1106
 QE1106.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE1106
 QE1106.The geoid height was determined by GEOID03.
 QE1106
 QE1106.The dynamic height is computed by dividing the NAVD 88
 QE1106.geopotential number by the normal gravity value computed on the
 QE1106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1106.degrees latitude (g = 980.6199 gals.).
 QE1106
 QE1106.The modeled gravity was interpolated from observed gravity values.
 QE1106
 QE1106;                    North         East     Units Scale Factor Converg.
 QE1106;SPC OR N     -   111,863.682 2,218,254.931   MT  0.99994054   -2 31 06.3
 QE1106;SPC OR N     -   367,006.83  7,277,739.27   iFT  0.99994054   -2 31 06.3
 QE1106;UTM  10      - 4,941,010.210   416,604.530   MT  0.99968552   -0 44 18.0
 QE1106
 QE1106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE1106!SPC OR N     -   1.00000173  x   0.99994054  =   0.99994227
 QE1106!UTM  10      -   1.00000173  x   0.99968552  =   0.99968725
 QE1106
 QE1106|---------------------------------------------------------------------|
 QE1106| PID    Reference Object                     Distance      Geod. Az  |
 QE1106|                                                           dddmmss.s |
 QE1106| QE1108 DAVIS RM 3                           17.184 METERS 03705     |
 QE1106| QE1107 DAVIS RM 4                           12.234 METERS 30719     |
 QE1106| QE2507 YAQUINA OLD LIGHTHOUSE              APPROX. 1.2 KM 3074033.4 |
 QE1106| QE2527 NEWPORT CENTER OF BRIDGE LIGHT      APPROX. 0.7 KM 3203413.6 |
 QE1106| QE2448 MON 1                               APPROX. 1.0 KM 3332122.8 |
 QE1106|---------------------------------------------------------------------|
 QE1106
 QE1106                          SUPERSEDED SURVEY CONTROL
 QE1106
 QE1106  NAD 83(1986)-  44 37 03.42459(N)    124 03 04.16241(W) AD(       ) 3
 QE1106  NAD 27      -  44 37 04.02485(N)    124 02 59.78574(W) AD(       ) 3
 QE1106  NGVD 29 (??/??/92)   11.836  (m)           38.83   (f) ADJ UNCH    1 2
 QE1106
 QE1106.Superseded values are not recommended for survey control.
 QE1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1106.See file dsdata.txt to determine how the superseded data were derived.
 QE1106
 QE1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ1660541010(NAD 83)
 QE1106_MARKER: DD = SURVEY DISK
 QE1106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE1106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE1106_STAMPING: DAVIS M 1934
 QE1106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE1106+STABILITY: SURFACE MOTION
 QE1106
 QE1106  HISTORY     - Date     Condition        Report By
 QE1106  HISTORY     - 1937     MONUMENTED       ORHD
 QE1106  HISTORY     - 1941     GOOD             CGS
 QE1106  HISTORY     - 1974     GOOD             NGS
 QE1106  HISTORY     - 1974     GOOD             NGS
 QE1106  HISTORY     - 1975     GOOD             NGS
 QE1106  HISTORY     - 1988     MARK NOT FOUND   NGS
 QE1106  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 QE1106  HISTORY     - 20061006 MARK NOT FOUND   USPSQD
 QE1106
 QE1106                          STATION DESCRIPTION
 QE1106
 QE1106'DESCRIBED BY OREGON HIGHWAY DEPARTMENT 1937 (LAM)
 QE1106'ON S SIDE OF YAQUINA BAY, ABOUT 100 FEET S OF S END OF OREGON
 QE1106'COAST HIGHWAY (U.S. 101) BRIDGE OVER BAY, ABOUT 60 FEET E OF HIGHWAY
 QE1106'CENTER, JUST E OF CONCRETE CURB, IN SMALL PLOT PLANTED WITH SHRUBS.
 QE1106'STATION IS AT ENGINEER SURVEY STATION POST 232+07.29 FOR HIGHWAY
 QE1106'BRIDGE, AND IS ON CENTER LINE OF MAIN SECTION OF BRIDGE.
 QE1106'REFERENCE MARK NO. 2 IS ON SAME CENTER LINE.  BRIDGE CURVES TO W
 QE1106'AT S END.
 QE1106'
 QE1106'STATION IS MARKED BY OREGON STATE HIGHWAY DEPARTMENT DISK, STAMPED
 QE1106'DAVIS M 1934, SET IN CONCRETE POST, ABOUT 3 FEET BELOW GROUND.
 QE1106'METAL CASING MADE FROM WATER TANK, WITH REMOVABLE LID, PERMITS
 QE1106'ACCESS TO MARK.
 QE1106'
 QE1106'REFERENCE MARK NO.1 IS A MONEL RIVET IN 1 1/2-INCH PIPE FILLED
 QE1106'WITH CONCRETE, 43.11 FEET NE IN AZIMUTH 229 DEG 45 MIN 22 SEC,
 QE1106'AND MAY HAVE BEEN COVERED OR DESTROYED DURING BRIDGE CONSTRUCTION.
 QE1106'
 QE1106'REFERENCE MARK NO.2 IS A MONEL RIVET CEMENTED INTO IRON PIPE
 QE1106'SURROUNDED BY CONCRETE, 173.71 FEET SE IN AZIMUTH 320 DEG 33 MIN
 QE1106'51 SEC.  IT IS ABOUT 300 FEET SE OF S END OF BRIDGE, 125 FEET E
 QE1106'OF HIGHWAY CENTER, 25 FEET N OF E-W SECONDARY ROAD, IN LOW BANK.
 QE1106'
 QE1106'TO REACH STATION FROM NEWPORT CITY HALL, DRIVE S ALONG HIGHWAY
 QE1106'1.3 MILES TO PARKING PLACE AT S END OF BRIDGE.
 QE1106
 QE1106                          STATION RECOVERY (1941)
 QE1106
 QE1106'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (LAM)
 QE1106'TRIANGULATION STATION DAVIS (O.S.H.D.)--ABOUT 1.3 MILES S OF NEWPORT
 QE1106'CITY HALL ON OREGON COAST HIGHWAY, ABOUT 140 FEET S OF S END OF
 QE1106'YAQUINA BAY BRIDGE, 60 FEET E OF HIGHWAY, JUST E OF CONCRETE
 QE1106'CURB, IN SMALL PLOT PLANTED WITH SHRUBS, ABOUT 3 FEET BELOW GROUND
 QE1106'LINE, REACHED THROUGH MANHOLE.  DISK STAMPED DAVIS M 1934 IN
 QE1106'CONCRETE POST.
 QE1106'
 QE1106'REFERENCE MARK 2 DAVIS (O.S.H.D.)--ABOUT 1.35 MILES S OF NEWPORT
 QE1106'CITY HALL ON OREGON COAST HIGHWAY, 300 FEET SE OF S END OF YAQUINA
 QE1106'BAY BRIDGE, 125 FEET E OF HIGHWAY CENTER, 25 FEET N OF E-W
 QE1106'SECONDARY ROAD, IN LOW SANDBANK.  MONEL RIVET CEMENTED INTO IRON
 QE1106'PIPE IN CONCRETE.
 QE1106'
 QE1106'THESE DESCRIPTIONS TAKEN FROM BENCH MARK LIST, 1941.
 QE1106
 QE1106                          STATION RECOVERY (1974)
 QE1106
 QE1106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 QE1106'THE STATION MARK WAS RECOVERED IN GOOD CONDITION, BOTH REFERENCE
 QE1106'MARKS HAD BEEN DESTROYED.  REFERENCE MARK NO. 3, AND REFERENCE MARK
 QE1106'NO. 4 WAS ESTABLISHED.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 QE1106'
 QE1106'THE STATION IS ON HIGHWAY PROPERTY.
 QE1106'
 QE1106'TO REACH THE STATION FROM THE NEWPORT CITY HALL GO SOUTH ON U.S.
 QE1106'HIGHWAY 101 FOR 1.3 MILES TO THE STATION ON THE LEFT.
 QE1106'
 QE1106'THE STATION MARK, STAMPED DAVIS M 1934, IS A STATE HIGHWAY DISK
 QE1106'SET IN CONCRETE, 3 FEET BELOW THE SURFACE, PROTECTED BY A METAL
 QE1106'CASING 1-FOOT IN DIAMETER WITH A METAL COVER.  IT IS 180 FEET
 QE1106'SOUTHEAST OF THE SOUTH END OF THE BRIDGE OVER YAQUINA BAY, 100
 QE1106'FEET EAST, AND ACROSS THE HIGHWAY FROM MILEPOST NO. 142, 60 FEET
 QE1106'EAST OF THE CENTER OF U.S. HIGHWAY 101, 17 FEET NORTHEAST OF THE
 QE1106'CURB, AND 1 FOOT NORTHWEST OF A METAL WITNESS POST.
 QE1106'
 QE1106'REFERENCE MARK NO. 3, STAMPED DAVIS OSHD 1934 NO 3 1974, IS A
 QE1106'STANDARD DISK CEMENTED IN A DRILL HOLE IN THE CONCRETE CURB, 120
 QE1106'FEET NORTHEAST OF THE CENTER OF U.S. HIGHWAY 101, 22 FEET SOUTHEAST
 QE1106'OF A POWER POLE WITH A TRANSFORMER, 16 FEET SOUTHWEST OF THE
 QE1106'CENTER OF THE ROAD TO THE MARINE SCIENCE CENTER, AND 1-1/2 FEET
 QE1106'BELOW STATION ELEVATION.
 QE1106'
 QE1106'REFERENCE MARK NO. 4, STAMPED DAVIS OSHD 1934 NO 4 1974, IS A
 QE1106'STANDARD DISK CEMENTED IN A DRILL HOLE IN THE CONCRETE CURB OF
 QE1106'THE HIGHWAY, 150 FEET SOUTHEAST OF THE SOUTH END OF THE BRIDGE OVER
 QE1106'THE YAQUINA RIVER, 42 FEET NORTHEAST OF THE CENTER OF U.S. HIGHWAY
 QE1106'101, 3 FEET SOUTH OF A LITTER BARREL, AND 5-1/2 FEET HIGHER THAN
 QE1106'THE STATION.
 QE1106'
 QE1106'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.3 MILES SOUTH
 QE1106'OF NEWPORT.
 QE1106
 QE1106                          STATION RECOVERY (1974)
 QE1106
 QE1106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 QE1106'1.3 MI S FROM NEWPORT.
 QE1106'REACHED FROM THE NEWPORT CITY HALL GO SOUTH ON U.S. HIGHWAY 101 FOR
 QE1106'1.3 MILES TO THE BENCH MARK ON THE LEFT, 180 FEET SOUTHEAST OF THE
 QE1106'SOUTH END OF THE BRIDGE OVER YAQUINA BAY, 100 FEET EAST, AND ACROSS
 QE1106'THE HIGHWAY FROM MILEPOST NO. 142, 60 FEET EAST OF THE CENTER OF U.S.
 QE1106'HIGHWAY 101, 17 FEET NORTHEAST OF THE CURB, AND 1 FOOT NORTHWEST OF A
 QE1106'METAL WITNESS POST.  THE BENCH MARK IS 3 FEET BELOW THE SURFACE,
 QE1106'PROTECTED BY A METAL CASING, WITH COVER.
 QE1106
 QE1106                          STATION RECOVERY (1975)
 QE1106
 QE1106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JVD)
 QE1106'THIS STATION WAS RECOVERED AS DESCRIBED BY C.L.N., FEBRUARY 1974,
 QE1106'RECOVERY NOTE, BENCH MARK.  (OREGON LINE 93).
 QE1106'
 QE1106'RM 3 AND 4 WERE RECOVERED IN GOOD CONDITION AS SET BY C.L.N. IN
 QE1106'1974.
 QE1106'
 QE1106'THE STATION MARK IS AN OREGON STATE HIGHWAY DEPT. DISK STAMPED
 QE1106'DAVIS M 1934.
 QE1106'
 QE1106'RM 3 IS A NGS REF. DISK STAMPED, DAVIS OSHD 1934 NO 3 1974.
 QE1106'
 QE1106'RM 4 IS A NGS REF. DISK STAMPED, DAVIS OSHD 1934 NO 4 1974.
 QE1106'
 QE1106'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--SOUTH SIDE OF
 QE1106'YAQUINA BAY, IN NEWPORT.
 QE1106
 QE1106                          STATION RECOVERY (1988)
 QE1106
 QE1106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QE1106'MARK NOT FOUND.
 QE1106
 QE1106                          STATION RECOVERY (1990)
 QE1106
 QE1106'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCB)
 QE1106'MARK NOT FOUND.
 QE1106
 QE1106                          STATION RECOVERY (2006)
 QE1106
 QE1106'RECOVERY NOTE BY US POWER SQUADRON 2006 (SO)
 QE1106'MARK NOT RECOVERED. RM 4 RECOVERED
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3833 ***********************************************************************
 RD3833  DESIGNATION -  DAVIS
 RD3833  PID         -  RD3833
 RD3833  STATE/COUNTY-  OR/COLUMBIA
 RD3833  USGS QUAD   -  DEER ISLAND (1990)
 RD3833
 RD3833                         *CURRENT SURVEY CONTROL
 RD3833  ___________________________________________________________________
 RD3833* NAD 83(1991)-  45 58 12.84850(N)    122 49 58.04197(W)     NO CHECK  
 RD3833* NAVD 88     -         5.0    (meters)      16.     (feet)  VERTCON   
 RD3833  ___________________________________________________________________
 RD3833  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 RD3833  GEOID HEIGHT-         -21.94  (meters)                     GEOID03
 RD3833  HORZ ORDER  -  THIRD
 RD3833
 RD3833.The horizontal coordinates were established by classical geodetic methods
 RD3833.and adjusted by the National Geodetic Survey in October 1991.
 RD3833.No horizontal observational check was made to the station.
 RD3833
 RD3833.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD3833.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD3833
 RD3833.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3833
 RD3833.The geoid height was determined by GEOID03.
 RD3833
 RD3833;                    North         East     Units Scale Factor Converg.
 RD3833;SPC OR N     -   258,596.484 2,319,224.031   MT  0.99999257   -1 39 15.8
 RD3833;SPC OR N     -   848,413.66  7,609,002.73   iFT  0.99999257   -1 39 15.8
 RD3833;SPC WA S     -    73,465.178   319,229.024   MT  0.99997177   -1 41 40.3
 RD3833;SPC WA S     -   241,027.00  1,047,337.22   sFT  0.99997177   -1 41 40.3
 RD3833;UTM  10      - 5,090,754.073   512,954.441   MT  0.99960206   +0 07 12.8
 RD3833
 RD3833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3833!SPC OR N     -   1.00000266  x   0.99999257  =   0.99999523
 RD3833!SPC WA S     -   1.00000266  x   0.99997177  =   0.99997443
 RD3833!UTM  10      -   1.00000266  x   0.99960206  =   0.99960471
 RD3833
 RD3833                          SUPERSEDED SURVEY CONTROL
 RD3833
 RD3833  NAD 83(1986)-  45 58 12.86670(N)    122 49 58.03835(W) AD(       ) 3
 RD3833  NAD 27      -  45 58 13.45186(N)    122 49 53.65608(W) AD(       ) 3
 RD3833  NGVD 29 (07/19/86)    4.0    (m)           13.     (f) VERT ANG    3  
 RD3833
 RD3833.Superseded values are not recommended for survey control.
 RD3833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3833.See file dsdata.txt to determine how the superseded data were derived.
 RD3833
 RD3833_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1295490754(NAD 83)
 RD3833_MARKER: Z = SEE DESCRIPTION
 RD3833_SETTING: 0 = UNSPECIFIED SETTING
 RD3833_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD3833
 RD3833  HISTORY     - Date     Condition        Report By
 RD3833  HISTORY     - 1937     MONUMENTED       CGS
 RD3833  HISTORY     - 1951     SEE DESCRIPTION  CGS
 RD3833  HISTORY     - 1952     SEE DESCRIPTION  USGS
 RD3833
 RD3833                          STATION DESCRIPTION
 RD3833
 RD3833'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (RWK)
 RD3833'STATION IS ABOUT 0.4 MILE DOWNSTREAM OF DEER ISLAND POINT AND 15
 RD3833'METERS FROM THE RIVER BANK.
 RD3833'
 RD3833'STATION MARK IS A STANDARD DISK CEMENTED IN THE TOP OF A 5-FOOT
 RD3833'SECTION OF 4-INCH CAST-IRON SOIL PIPE, PROJECTING 6 INCHES.
 RD3833'
 RD3833'THE REFERENCE MARK OF H 22 (USE) WAS RECOVERED AND A NEW ARROW
 RD3833'STAMPED ON THE DISK, AND IS NOW REFERENCE MARK NO.1 FOR DAVIS 1937.
 RD3833'IT IS 16.03 METERS SOUTHERLY OF THE STATION.  REFERENCE MARK NO.2
 RD3833'IS A STANDARD DISK CEMENTED IN THE TOP OF A 2 1/2-FOOT SECTION OF
 RD3833'4-INCH CAST-IRON SOIL PIPE AND IS 11.25 METERS SOUTHWESTERLY OF THE
 RD3833'STATION.  THE MARKS ARE STAMPED DAVIS 1937.
 RD3833'
 RD3833'INTERSECTION STATION, DIRECTIONS TO REFERENCE MARKS NOT OBSERVED.
 RD3833
 RD3833                          STATION RECOVERY (1951)
 RD3833
 RD3833'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HGC)
 RD3833'STATION IS 2-1/2 MILES SSE OF KALAMA ON E SIDE OF DEER ISLAND
 RD3833'APPROXIMATELY 60 METERS W OF KALAMA FRONT RANGE LIGHT, 50 METERS S OF
 RD3833'10-FOOT DITCH LEADING TO FLOODGATE THROUGH LEVEE.  IT IS 5 METERS W
 RD3833'OF LOW-WATER LINE.
 RD3833'
 RD3833'STATION MARK IS A STANDARD DISK SET IN CEMENT IN A 4-INCH SOIL PIPE
 RD3833'AND IS STAMPED DAVIS 1937.
 RD3833'
 RD3833'R.M. 1 IS 3 METERS FROM THE BLUFF LINE.  IT WAS PREVIOUSLY REFERENCE
 RD3833'MARK FOR H 22 (U.S.E.) WHICH WAS LOST IN THE RIVER.  AN ARROW WAS
 RD3833'MADE ON THE MARK TO POINT TOWARD THE STATION.  THE DISTANCE OF
 RD3833'16.03 METERS WAS NOT MEASURED IN 1951.
 RD3833
 RD3833                          STATION RECOVERY (1952)
 RD3833
 RD3833'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 RD3833'STATION DESTROYED.  IRON PIPE WITH TABLET STAMPED DAVIS 1937 FOUND
 RD3833'LYING ON BEACH.
 RD3833'
 RD3833'REFERENCE MARKS COULD NOT BE FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0923 ***********************************************************************
 OA0923  DESIGNATION -  DAVIS
 OA0923  PID         -  OA0923
 OA0923  STATE/COUNTY-  OR/COOS
 OA0923  USGS QUAD   -  LANGLOIS (1996)
 OA0923
 OA0923                         *CURRENT SURVEY CONTROL
 OA0923  ___________________________________________________________________
 OA0923* NAD 83(1991)-  42 57 46.32983(N)    124 23 49.81709(W)     ADJUSTED  
 OA0923* NAVD 88     -       303.2    (meters)     995.     (feet)  VERTCON   
 OA0923  ___________________________________________________________________
 OA0923  LAPLACE CORR-          14.50  (seconds)                    DEFLEC99
 OA0923  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 OA0923  HORZ ORDER  -  THIRD
 OA0923
 OA0923.The horizontal coordinates were established by classical geodetic methods
 OA0923.and adjusted by the National Geodetic Survey in October 1991.
 OA0923
 OA0923.The NAVD 88 height was computed by applying the VERTCON shift value to
 OA0923.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OA0923
 OA0923.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA0923
 OA0923.The geoid height was determined by GEOID03.
 OA0923
 OA0923;                    North         East     Units Scale Factor Converg.
 OA0923;SPC OR S     -   151,381.380 1,182,175.796   MT  0.99990102   -2 39 58.5
 OA0923;SPC OR S     -   496,658.07  3,878,529.51   iFT  0.99990102   -2 39 58.5
 OA0923;UTM  10      - 4,757,638.496   386,049.489   MT  0.99975974   -0 57 08.3
 OA0923
 OA0923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA0923!SPC OR S     -   0.99995661  x   0.99990102  =   0.99985764
 OA0923!UTM  10      -   0.99995661  x   0.99975974  =   0.99971636
 OA0923
 OA0923:                Primary Azimuth Mark                     Grid Az
 OA0923:SPC OR S     -  DUNE                                     337 24 12.3
 OA0923:UTM  10      -  DUNE                                     335 41 22.1
 OA0923
 OA0923|---------------------------------------------------------------------|
 OA0923| PID    Reference Object                     Distance      Geod. Az  |
 OA0923|                                                           dddmmss.s |
 OA0923| OA1458 DUNE                                APPROX. 8.4 KM 3344413.8 |
 OA0923|---------------------------------------------------------------------|
 OA0923
 OA0923                          SUPERSEDED SURVEY CONTROL
 OA0923
 OA0923  NAD 83(1986)-  42 57 46.31103(N)    124 23 49.86157(W) AD(       ) 3
 OA0923  NAD 27      -  42 57 46.91300(N)    124 23 45.46100(W) AD(       ) 3
 OA0923  NGVD 29 (07/19/86)  302.0    (m)          991.     (f) VERT ANG    3  
 OA0923
 OA0923.Superseded values are not recommended for survey control.
 OA0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0923.See file dsdata.txt to determine how the superseded data were derived.
 OA0923
 OA0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN8604957638(NAD 83)
 OA0923_MARKER: Z = SEE DESCRIPTION
 OA0923_SETTING: 0 = UNSPECIFIED SETTING
 OA0923_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OA0923
 OA0923  HISTORY     - Date     Condition        Report By
 OA0923  HISTORY     - 1942     MONUMENTED       USGS
 OA0923  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 OA0923
 OA0923                          STATION DESCRIPTION
 OA0923
 OA0923'DESCRIBED BY US GEOLOGICAL SURVEY 1942
 OA0923'LOCATED 11.0 MILES SOUTH OF BANDON AND 3.5 MILES NORTHEAST OF
 OA0923'LANGOLOIS, ON A PROMINENT, BARE TOP, BETWEEN THE HEAD OF DAVIS
 OA0923'CREEK AND BETHEL CREEK.  THE STATION IS IN THE CENTER OF THIS
 OA0923'NORTH-SOUTH TOP.
 OA0923'
 OA0923'TO REACH FROM THE TRIANGLE IN BANDON, DRIVE SOUTH ON U.S. HIGHWAY
 OA0923'101 FOR 10.7 MILES TO THE BETHEL CREEK ROAD SIGN POINTING EAST,
 OA0923'TURN LEFT, EAST, AND FOLLOW GRAVEL ROAD FOR 2.2 MILES TO A POINT
 OA0923'ON ROAD BETWEEN TWO FENCE GATES PARALLELING ROAD AND ABOUT 500
 OA0923'FEET PAST A ROCK SLIDE ON NORTH SIDE OF ROAD, LEAVE TRUCK,
 OA0923'PROCEED NORTH ON FOOT UP KNOLL TO TOP AND STATION.
 OA0923'
 OA0923'STATION MARK IS STANDARD TABLET STAMPED DAVIS 1942 CEMENTED IN
 OA0923'BURIED ROCK.
 OA0923'
 OA0923'REFERENCE MARK NO. 1 IS CHISELED U.S.+ IN BURIED BOULDER, 20.40
 OA0923'FEET FROM STATION MARK IN TRUE AZIMUTH 190 DEG 12 MIN.
 OA0923'
 OA0923'REFERENCE MARK NO. 2 IS COPPER NAIL AND WASHER IN SNAG, 71.34 FEET
 OA0923'(SLOPE DISTANCE) FROM STATION MARK IN TRUE AZIMUTH 252 DEG 26 MIN.
 OA0923'
 OA0923'SIGNAL IS BLACK AND WHITE CROSS TARGETS WITH WHITE FLUTTER FLAG
 OA0923'CENTERED OVER STATION MARK.
 OA0923
 OA0923                          STATION RECOVERY (1988)
 OA0923
 OA0923'RECOVERY NOTE BY US POWER SQUADRON 1988 (RWB)
 OA0923'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1984 ***********************************************************************
 QE1984  DESIGNATION -  DAVIS
 QE1984  PID         -  QE1984
 QE1984  STATE/COUNTY-  OR/POLK
 QE1984  USGS QUAD   -  MONMOUTH (1986)
 QE1984
 QE1984                         *CURRENT SURVEY CONTROL
 QE1984  ___________________________________________________________________
 QE1984* NAD 83(1991)-  44 48 11.52573(N)    123 12 57.80755(W)     ADJUSTED  
 QE1984* NAVD 88     -        99.     (meters)     325.     (feet)  VERTCON   
 QE1984  ___________________________________________________________________
 QE1984  LAPLACE CORR-          -7.20  (seconds)                    DEFLEC99
 QE1984  GEOID HEIGHT-         -22.51  (meters)                     GEOID03
 QE1984  HORZ ORDER  -  SECOND
 QE1984
 QE1984.The horizontal coordinates were established by classical geodetic methods
 QE1984.and adjusted by the National Geodetic Survey in October 1991.
 QE1984
 QE1984.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE1984.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE1984
 QE1984.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE1984
 QE1984.The geoid height was determined by GEOID03.
 QE1984
 QE1984;                    North         East     Units Scale Factor Converg.
 QE1984;SPC OR N     -   129,904.884 2,285,174.402   MT  0.99991482   -1 55 34.3
 QE1984;SPC OR N     -   426,197.13  7,497,291.35   iFT  0.99991482   -1 55 34.3
 QE1984;UTM  10      - 4,961,111.672   482,913.160   MT  0.99960359   -0 09 08.1
 QE1984
 QE1984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE1984!SPC OR N     -   0.99998800  x   0.99991482  =   0.99990283
 QE1984!UTM  10      -   0.99998800  x   0.99960359  =   0.99959160
 QE1984
 QE1984                          SUPERSEDED SURVEY CONTROL
 QE1984
 QE1984  NAD 83(1986)-  44 48 11.55074(N)    123 12 57.82485(W) AD(       ) 2
 QE1984  NAD 27      -  44 48 12.11990(N)    123 12 53.47033(W) AD(       ) 2
 QE1984  NGVD 29 (07/19/86)   98.     (m)          322.     (f) VERT ANG    3  
 QE1984
 QE1984.Superseded values are not recommended for survey control.
 QE1984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1984.See file dsdata.txt to determine how the superseded data were derived.
 QE1984
 QE1984_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ8291361112(NAD 83)
 QE1984
 QE1984  HISTORY     - Date     Condition        Report By
 QE1984  HISTORY     - 1972     MONUMENTED       OR-053
 QE1984
 QE1984                          STATION DESCRIPTION
 QE1984
 QE1984'DESCRIBED BY POLK COUNTY OREGON 1972 (RB)
 QE1984'THE STATION IS LOCATED IN POLK COUNTY, OREGON, IN THE NORTHEAST
 QE1984'QUARTER OF THE SOUTHEAST QUARTER OF SECTION 7, TOWNSHIP 9 SOUTH,
 QE1984'RANGE 4 WEST OF THE WILLAMETTE MERIDIAN.
 QE1984'
 QE1984'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 99W
 QE1984'AND 51 IN MONMOUTH, GO SOUTH ON 99W 3.1 MILES TO THE INTERSECTION
 QE1984'OF 99W AND C.R. 9413.  TURN LEFT ON C.R. 9413 AND GO 0.6
 QE1984'MILES.  STATION IS ON THE LEFT (NORTH) SIDE OF THE ROAD.
 QE1984'
 QE1984'THE STATION IS A 5/8 IN X 30 IN REBAR WITH ALUMINUM CAP IN
 QE1984'CONCRETE STAMPED DAVIS 7DA 94 1972.  IT IS LOCATED 2.0 FEET SOUTH
 QE1984'OF A FENCE, 2.5 FEET SOUTH OF A METAL POST.
 QE1984'
 QE1984'R.M. 1 IS A 5/8 IN X 30 IN IRON ROD WITH ALUMINUM CAP SET FLUSH
 QE1984'WITH THE GROUND, 14 FEET NORTH OF A FENCE.
 QE1984'
 QE1984'R.M. 2 IS A 5/8 IN X 30 IN IRON ROD WITH ALUMINUM CAP SET FLUSH
 QE1984'WITH THE GROUND, 14 FEET EAST OF THE EDGE OF THE GRAVEL.
 QE1984'
 QE1984'HEIGHT OF LIGHT ABOVE STATION MARK 2.15 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0766 ***********************************************************************
 PB0766  DESIGNATION -  DAVIS MOUNTAIN LOT
 PB0766  PID         -  PB0766
 PB0766  STATE/COUNTY-  OR/DESCHUTES
 PB0766  USGS QUAD   -  DAVIS MOUNTAIN (1981)
 PB0766
 PB0766                         *CURRENT SURVEY CONTROL
 PB0766  ___________________________________________________________________
 PB0766* NAD 83(1991)-  43 37 45.27480(N)    121 45 59.92243(W)     ADJUSTED  
 PB0766* NAVD 88     -      2020.     (meters)    6627.     (feet)  SCALED    
 PB0766  ___________________________________________________________________
 PB0766  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 PB0766  GEOID HEIGHT-         -21.11  (meters)                     GEOID03
 PB0766  HORZ ORDER  -  SECOND
 PB0766
 PB0766.The horizontal coordinates were established by classical geodetic methods
 PB0766.and adjusted by the National Geodetic Survey in October 1991.
 PB0766
 PB0766.The orthometric height was scaled from a topographic map.
 PB0766
 PB0766.The Laplace correction was computed from DEFLEC99 derived deflections.
 PB0766
 PB0766.The geoid height was determined by GEOID03.
 PB0766
 PB0766;                    North         East     Units Scale Factor Converg.
 PB0766;SPC OR S     -   218,784.003 1,397,788.094   MT  0.99992689   -0 51 59.7
 PB0766;SPC OR S     -   717,795.29  4,585,918.94   iFT  0.99992689   -0 51 59.7
 PB0766;UTM  10      - 4,831,433.982   599,497.188   MT  0.99972177   +0 51 03.9
 PB0766
 PB0766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PB0766!SPC OR S     -   0.99968660  x   0.99992689  =   0.99961352
 PB0766!UTM  10      -   0.99968660  x   0.99972177  =   0.99940846
 PB0766
 PB0766:                Primary Azimuth Mark                     Grid Az
 PB0766:SPC OR S     -  ROUND MT                                 018 33 18.1
 PB0766:UTM  10      -  ROUND MT                                 016 50 14.5
 PB0766
 PB0766|---------------------------------------------------------------------|
 PB0766| PID    Reference Object                     Distance      Geod. Az  |
 PB0766|                                                           dddmmss.s |
 PB0766| PB0761 ROUND MT                            APPROX.15.0 KM 0174118.4 |
 PB0766|---------------------------------------------------------------------|
 PB0766
 PB0766                          SUPERSEDED SURVEY CONTROL
 PB0766
 PB0766  NAD 83(1986)-  43 37 45.29912(N)    121 46 00.00923(W) AD(       ) 2
 PB0766  NAD 27      -  43 37 45.87000(N)    121 45 55.91000(W) AD(       ) 2
 PB0766
 PB0766.Superseded values are not recommended for survey control.
 PB0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0766.See file dsdata.txt to determine how the superseded data were derived.
 PB0766
 PB0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP9949731434(NAD 83)
 PB0766_MARKER: 57 = LOOKOUT TOWER
 PB0766
 PB0766  HISTORY     - Date     Condition        Report By
 PB0766  HISTORY     - 1933     FIRST OBSERVED   CGS
 PB0766  HISTORY     - 1934     GOOD             USFS
 PB0766  HISTORY     - 1958     GOOD             USGS
 PB0766
 PB0766                          STATION DESCRIPTION
 PB0766
 PB0766'DESCRIBED BY US FOREST SERVICE 1934
 PB0766'THIS INTERSECTED POINT IS THE CENTER OF THE 40-FOOT WOOD LOOKOUT
 PB0766'TOWER AND LOOKOUT HOUSE OF THE U.S.F.S. ON THE SUMMIT OF DAVIS
 PB0766'MOUNTAIN, A WELL-KNOWN BUTTE E OF DAVIS LAKE.  IT HAS AN
 PB0766'ELEVATION OF 6635 FEET.  THE TOWER WAS BUILT IN 1933, AND THERE IS
 PB0766'A U.S.F.S. DISK SET IN CONCRETE DIRECTLY UNDER THE CENTER.
 PB0766'FOREST ROADS LEAD FROM DAVIS LAKE GUARD STATION NE TO THE
 PB0766'LOOKOUT.
 PB0766
 PB0766                          STATION RECOVERY (1958)
 PB0766
 PB0766'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 PB0766'RECOVERED AS DESCRIBED BY NGS.  ALL MARKS IN GOOD CONDITION.  RMS
 PB0766'NOT OBSERVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1108 ***********************************************************************
 QE1108  DESIGNATION -  DAVIS RM 3
 QE1108  PID         -  QE1108
 QE1108  STATE/COUNTY-  OR/LINCOLN
 QE1108  USGS QUAD   -  NEWPORT SOUTH (1984)
 QE1108
 QE1108                         *CURRENT SURVEY CONTROL
 QE1108  ___________________________________________________________________
 QE1108* NAD 83(1986)-  44 37 09.     (N)    124 03 06.     (W)     SCALED    
 QE1108* NAVD 88     -        12.37   (meters)      40.6    (feet)  RESET     
 QE1108  ___________________________________________________________________
 QE1108  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 QE1108  VERT ORDER  -  THIRD
 QE1108
 QE1108.The horizontal coordinates were scaled from a topographic map and have
 QE1108.an estimated accuracy of +/- 6 seconds.
 QE1108
 QE1108.The orthometric height was computed from unverified reset data.
 QE1108
 QE1108.The geoid height was determined by GEOID03.
 QE1108
 QE1108;                    North         East    Units  Estimated Accuracy
 QE1108;SPC OR N     -   112,040.    2,218,220.      MT  (+/- 180 meters Scaled)
 QE1108
 QE1108                          SUPERSEDED SURVEY CONTROL
 QE1108
 QE1108.No superseded survey control is available for this station.
 QE1108
 QE1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ165411(NAD 83)
 QE1108_MARKER: DR = REFERENCE MARK DISK
 QE1108_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QE1108_SP_SET: CURB
 QE1108_STAMPING: DAVIS OSHD 1934 NO 3 1974
 QE1108_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE1108
 QE1108  HISTORY     - Date     Condition        Report By
 QE1108  HISTORY     - 1974     MONUMENTED       NGS
 QE1108  HISTORY     - 1975     GOOD             NGS
 QE1108  HISTORY     - 1990     GOOD             USPSQD
 QE1108
 QE1108                          STATION DESCRIPTION
 QE1108
 QE1108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 QE1108'1.3 MI S FROM NEWPORT.
 QE1108'REACHED FROM THE NEWPORT CITY HALL GO SOUTH ON U.S. HIGHWAY 101 FOR
 QE1108'1.3 MILES TO THE SOUTH END OF THE BRIDGE OVER YAQUINA BAY, AND THE
 QE1108'BENCH MARK ON THE LEFT, 120 FEET NORTHEAST OF THE CENTER OF U.S.
 QE1108'HIGHWAY 101, 56.38 FEET NORTHEAST OF TRIANGULATION STATION DAVIS
 QE1108'(OSHD), 22 FEET SOUTHEAST OF A POWER POLE WITH TRANSFORMER, AND 16
 QE1108'FEET SOUTHWEST OF THE CENTER OF THE ROAD TO THE MARINE SCIENCE CENTER,
 QE1108'CEMENTED IN A DRILL HOLE IN THE CONCRETE CURB.
 QE1108
 QE1108                          STATION RECOVERY (1975)
 QE1108
 QE1108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 QE1108'RECOVERED IN GOOD CONDITION.
 QE1108
 QE1108                          STATION RECOVERY (1990)
 QE1108
 QE1108'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCB)
 QE1108'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AA5131 ***********************************************************************
 AA5131  DESIGNATION -  DAWNA
 AA5131  PID         -  AA5131
 AA5131  STATE/COUNTY-  OR/DOUGLAS
 AA5131  USGS QUAD   -  OAK CREEK VALLEY (1987)
 AA5131
 AA5131                         *CURRENT SURVEY CONTROL
 AA5131  ___________________________________________________________________
 AA5131* NAD 83(2007)-  43 18 10.21298(N)    123 08 39.45891(W)     ADJUSTED  
 AA5131* NAVD 88     -       204.9    (meters)     672.     (feet)  GPS OBS   
 AA5131  ___________________________________________________________________
 AA5131  EPOCH DATE  -        2007.00
 AA5131  X           -  -2,541,879.212 (meters)                     COMP
 AA5131  Y           -  -3,892,653.465 (meters)                     COMP
 AA5131  Z           -   4,352,170.942 (meters)                     COMP
 AA5131  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 AA5131  ELLIP HEIGHT-         181.324 (meters)          (02/10/07) ADJUSTED
 AA5131  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 AA5131
 AA5131  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA5131  Type    PID    Designation                      North   East  Ellip
 AA5131  -------------------------------------------------------------------
 AA5131  NETWORK AA5131 DAWNA                             1.08   0.76   3.45
 AA5131  -------------------------------------------------------------------
 AA5131
 AA5131.The horizontal coordinates were established by GPS observations
 AA5131.and adjusted by the National Geodetic Survey in February 2007.
 AA5131
 AA5131.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA5131.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA5131.The horizontal coordinates are valid at the epoch date displayed above.
 AA5131.The epoch date for horizontal control is a decimal equivalence
 AA5131.of Year/Month/Day.
 AA5131
 AA5131.The orthometric height was determined by GPS observations and a
 AA5131.high-resolution geoid model.
 AA5131
 AA5131.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5131
 AA5131.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5131
 AA5131.The ellipsoidal height was determined by GPS observations
 AA5131.and is referenced to NAD 83.
 AA5131
 AA5131.The geoid height was determined by GEOID03.
 AA5131
 AA5131;                    North         East     Units Scale Factor Converg.
 AA5131;SPC OR S     -   185,136.640 1,285,501.316   MT  0.99989734   -1 48 32.7
 AA5131;SPC OR S     -   607,403.67  4,217,524.00   iFT  0.99989734   -1 48 32.7
 AA5131;UTM  10      - 4,794,455.324   488,296.747   MT  0.99960168   -0 05 56.3
 AA5131
 AA5131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5131!SPC OR S     -   0.99997157  x   0.99989734  =   0.99986891
 AA5131!UTM  10      -   0.99997157  x   0.99960168  =   0.99957326
 AA5131
 AA5131                          SUPERSEDED SURVEY CONTROL
 AA5131
 AA5131  NAD 83(1998)-  43 18 10.21079(N)    123 08 39.45937(W) AD(       ) B
 AA5131  ELLIP H (07/03/01)  181.337  (m)                       GP(       ) 5 1
 AA5131  NAD 83(1998)-  43 18 10.20858(N)    123 08 39.45802(W) AD(       ) B
 AA5131  ELLIP H (05/25/95)  181.517  (m)                       GP(       ) 1 1
 AA5131
 AA5131.Superseded values are not recommended for survey control.
 AA5131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5131.See file dsdata.txt to determine how the superseded data were derived.
 AA5131
 AA5131_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN8829794455(NAD 83)
 AA5131_MARKER: DD = SURVEY DISK
 AA5131_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AA5131_STAMPING: DAWNA 1980
 AA5131_MARK LOGO: DOUGCS
 AA5131_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5131_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA5131_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5131+SATELLITE: SATELLITE OBSERVATIONS - 1980
 AA5131
 AA5131  HISTORY     - Date     Condition        Report By
 AA5131  HISTORY     - 1980     MONUMENTED       DOUGCS
 AA5131
 AA5131                          STATION DESCRIPTION
 AA5131
 AA5131'DESCRIBED BY DOUGLAS COUNTY SURVEYOR 1980
 AA5131'STATION IS LOCATED APPROXIMATLY 2 MI (3.2 KM) WEST OF GLIDE, OR. ,
 AA5131'14.9 MI (24.0 KM) NORTHEAST OF ROSEBURG, OR., LOCATED 23.5 M (77.1 FT)
 AA5131'SOUTH OF THE CENTER OF THE EASTBOUND LANES OF STATE HIGHWAY 138,
 AA5131'LOCATED APPROX. 188 M (616.8 FT) WEST OF THE CENTERLINE OF WILDRIVER
 AA5131'DRIVE, 5.8 M (19.0 FT) WEST OF THE CENTER OF A FIELD ACCESS ROAD AND
 AA5131'IS 1.13 FT. NORTH OF A WHITE METAL WITNASS POST SET IN A BARBED WIRE
 AA5131'FENCELINE. HOW TO REACH. FROM THE INTERSECTION OF SE STEPHENS AND
 AA5131'DIAMOND LAKE BLVD. IN ROSEBURG, OR. PROCEED EAST ON DIAMOND LAKE BLVD
 AA5131'( STATE HIGHWAY 138) FOR APPROX. 14.9 MI (24.0 KM) TO A POINT 600 FT
 AA5131'(182.9 M) . WEST OF INTERSECTION WITH WILDRIVER DRIVE AND THE STATION
 AA5131'MARK ON THE SOUTH SIDE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AJ1543 ***********************************************************************
 AJ1543  DESIGNATION -  DAWS
 AJ1543  PID         -  AJ1543
 AJ1543  STATE/COUNTY-  OR/BENTON
 AJ1543  USGS QUAD   -  MONROE (1975)
 AJ1543
 AJ1543                         *CURRENT SURVEY CONTROL
 AJ1543  ___________________________________________________________________
 AJ1543* NAD 83(2007)-  44 21 39.02132(N)    123 19 53.92640(W)     ADJUSTED  
 AJ1543* NAVD 88     -        92.2    (meters)     302.     (feet)  GPS OBS   
 AJ1543  ___________________________________________________________________
 AJ1543  EPOCH DATE  -        2007.00
 AJ1543  X           -  -2,509,815.573 (meters)                     COMP
 AJ1543  Y           -  -3,816,233.946 (meters)                     COMP
 AJ1543  Z           -   4,436,894.199 (meters)                     COMP
 AJ1543  LAPLACE CORR-          -5.13  (seconds)                    DEFLEC99
 AJ1543  ELLIP HEIGHT-          69.516 (meters)          (02/10/07) ADJUSTED
 AJ1543  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 AJ1543
 AJ1543  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ1543  Type    PID    Designation                      North   East  Ellip
 AJ1543  -------------------------------------------------------------------
 AJ1543  NETWORK AJ1543 DAWS                              1.51   1.12   3.08
 AJ1543  -------------------------------------------------------------------
 AJ1543
 AJ1543.The horizontal coordinates were established by GPS observations
 AJ1543.and adjusted by the National Geodetic Survey in February 2007.
 AJ1543
 AJ1543.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ1543.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ1543.The horizontal coordinates are valid at the epoch date displayed above.
 AJ1543.The epoch date for horizontal control is a decimal equivalence
 AJ1543.of Year/Month/Day.
 AJ1543
 AJ1543.The orthometric height was determined by GPS observations and a
 AJ1543.high-resolution geoid model.
 AJ1543
 AJ1543.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ1543
 AJ1543.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1543
 AJ1543.The ellipsoidal height was determined by GPS observations
 AJ1543.and is referenced to NAD 83.
 AJ1543
 AJ1543.The geoid height was determined by GEOID03.
 AJ1543
 AJ1543;                    North         East     Units Scale Factor Converg.
 AJ1543;SPC OR N     -    81,094.566 2,274,313.170   MT  0.99999319   -2 00 29.4
 AJ1543;SPC OR N     -   266,058.29  7,461,657.38   iFT  0.99999319   -2 00 29.4
 AJ1543;UTM  10      - 4,912,005.210   473,572.233   MT  0.99960859   -0 13 54.8
 AJ1543
 AJ1543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1543!SPC OR N     -   0.99998910  x   0.99999319  =   0.99998229
 AJ1543!UTM  10      -   0.99998910  x   0.99960859  =   0.99959769
 AJ1543
 AJ1543                          SUPERSEDED SURVEY CONTROL
 AJ1543
 AJ1543  NAD 83(1998)-  44 21 39.01877(N)    123 19 53.92793(W) AD(       ) B
 AJ1543  ELLIP H (07/03/01)   69.529  (m)                       GP(       ) 5 1
 AJ1543  NAD 83(1998)-  44 21 39.01877(N)    123 19 53.92793(W) AD(1997.00) B
 AJ1543  ELLIP H (02/15/01)   69.529  (m)                       GP(       ) 4 1
 AJ1543
 AJ1543.Superseded values are not recommended for survey control.
 AJ1543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1543.See file dsdata.txt to determine how the superseded data were derived.
 AJ1543
 AJ1543_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ7357212005(NAD 83)
 AJ1543_MARKER: DD = SURVEY DISK
 AJ1543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1543_STAMPING: DAWS 2000 NO 003 OR LS 2578
 AJ1543_MARK LOGO: OR-003
 AJ1543_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ1543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ1543+STABILITY: SURFACE MOTION
 AJ1543_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ1543+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2006
 AJ1543
 AJ1543  HISTORY     - Date     Condition        Report By
 AJ1543  HISTORY     - 2000     MONUMENTED       OR-003
 AJ1543  HISTORY     - 20060130 GOOD             OR-003
 AJ1543
 AJ1543                          STATION DESCRIPTION
 AJ1543
 AJ1543'DESCRIBED BY BENTON COUNTY OREGON 2000 (REW)
 AJ1543'THE STATION IS LOCATED ABOUT 22.5 KM (14.00 MI) SOUTH OF CORVALLIS,
 AJ1543'5.6 KM (3.45 MI) NORTH-NORTHWEST OF THE COMMUNITY OF MONROE, ON THE
 AJ1543'SOUTH RIGHT-OF-WAY OF DAWSON ROAD.  OWNERSHIP--BENTON COUNTY
 AJ1543'RIGHT-OF-WAY.  TO REACH THE STATION FROM WHERE STATE HIGHWAY 99W
 AJ1543'(SOUTH 3RD STREET) CROSSES THE MARYS RIVER IN SOUTH CORVALLIS, GO
 AJ1543'SOUTH ON HIGHWAY 99W FOR 21.7 KM (13.50 MI) TO THE JUNCTION OF DAWSON
 AJ1543'ROAD ON THE RIGHT.  TURN RIGHT, WEST, ON DAWSON ROAD FOR 3.4 KM (2.10
 AJ1543'MI) TO THE STATION ON THE LEFT.  THE STATION IS A 5 CM ALUMINUM BENTON
 AJ1543'COUNTY SURVEYORS OFFICE DISK SET IN TOP OF A 30 CM ROUND CONCRETE
 AJ1543'MONUMENT FLUSH WITH THE GROUND.  IT IS 7.6 M (24.9 FT) SOUTH FROM THE
 AJ1543'CENTER OF DAWSON ROAD, 0.7 M (2.3 FT) NORTH FROM A FENCE, AND 0.45 M
 AJ1543'(1.48 FT) SOUTH OF A FIBERGLASS WITNESS POST.
 AJ1543
 AJ1543                          STATION RECOVERY (2006)
 AJ1543
 AJ1543'RECOVERY NOTE BY BENTON COUNTY OREGON 2006 (JA)
 AJ1543'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1849 ***********************************************************************
 QE1849  DESIGNATION -  DAWSON
 QE1849  PID         -  QE1849
 QE1849  STATE/COUNTY-  OR/MARION
 QE1849  USGS QUAD   -  SALEM EAST (1986)
 QE1849
 QE1849                         *CURRENT SURVEY CONTROL
 QE1849  ___________________________________________________________________
 QE1849* NAD 83(1991)-  44 58 12.16005(N)    122 53 36.18460(W)     ADJUSTED  
 QE1849* NAVD 88     -        62.     (meters)     203.     (feet)  VERTCON   
 QE1849  ___________________________________________________________________
 QE1849  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 QE1849  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 QE1849  HORZ ORDER  -  SECOND
 QE1849
 QE1849.The horizontal coordinates were established by classical geodetic methods
 QE1849.and adjusted by the National Geodetic Survey in October 1991.
 QE1849
 QE1849.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE1849.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE1849
 QE1849.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE1849
 QE1849.The geoid height was determined by GEOID03.
 QE1849
 QE1849;                    North         East     Units Scale Factor Converg.
 QE1849;SPC OR N     -   147,629.151 2,311,237.280   MT  0.99990057   -1 41 50.5
 QE1849;SPC OR N     -   484,347.61  7,582,799.48   iFT  0.99990057   -1 41 50.5
 QE1849;UTM  10      - 4,979,628.256   508,407.301   MT  0.99960087   +0 04 31.3
 QE1849
 QE1849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE1849!SPC OR N     -   0.99999388  x   0.99990057  =   0.99989446
 QE1849!UTM  10      -   0.99999388  x   0.99960087  =   0.99959476
 QE1849
 QE1849:                Primary Azimuth Mark                     Grid Az
 QE1849:SPC OR N     -  ROTH                                     266 44 09.3
 QE1849:UTM  10      -  ROTH                                     264 57 47.5
 QE1849
 QE1849|---------------------------------------------------------------------|
 QE1849| PID    Reference Object                     Distance      Geod. Az  |
 QE1849|                                                           dddmmss.s |
 QE1849| CE1097 ROTH                                               2650218.8 |
 QE1849|---------------------------------------------------------------------|
 QE1849
 QE1849                          SUPERSEDED SURVEY CONTROL
 QE1849
 QE1849  NAD 83(1986)-  44 58 12.18413(N)    122 53 36.20063(W) AD(       ) 2
 QE1849  NAD 27      -  44 58 12.75029(N)    122 53 31.86633(W) AD(       ) 2
 QE1849  NGVD 29 (07/19/86)   61.     (m)          200.     (f) VERT ANG    3  
 QE1849
 QE1849.Superseded values are not recommended for survey control.
 QE1849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1849.See file dsdata.txt to determine how the superseded data were derived.
 QE1849
 QE1849_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ0840779628(NAD 83)
 QE1849_MARKER: Z = SEE DESCRIPTION
 QE1849_SETTING: 0 = UNSPECIFIED SETTING
 QE1849
 QE1849  HISTORY     - Date     Condition        Report By
 QE1849  HISTORY     - 1972     MONUMENTED       OR-047
 QE1849
 QE1849                          STATION DESCRIPTION
 QE1849
 QE1849'DESCRIBED BY MARION COUNTY OREGON 1972 (ADG)
 QE1849'THE STATION IS LOCATED ABOUT 7.5 MILES NORTHEAST OF THE CITY OF
 QE1849'SALEM SITUATED IN THE S.E. 1/4 OF THE S.E. 1/4 OF SECTION 11,
 QE1849'TOWNSHIP 7 SOUTH, RANGE 2 WEST, WILLAMETTE MERIDIAN, MARION
 QE1849'COUNTY, OREGON.
 QE1849'
 QE1849'TO REACH THE STATION FROM THE DOWNTOWN POST OFFICE IN SALEM, GO
 QE1849'EAST ON COURT STREET FOR 4 BLOCK TO CAPITOL STREET.  TURN LEFT
 QE1849'(NORTH) ON CAPITOL AND GO ABOUT 24 BLOCKS TO SILVERTON ROAD.  TURN
 QE1849'RIGHT (NORTHEASTERLY) ON SILVERTON ROAD (STATE HIGHWAY NO. 213)
 QE1849'AND GO, PASSING THE STATE FAIRGROUNDS, THE MIDDLE GROVE SCHOOL AND
 QE1849'THE MARION COUNTY SHOPS, FOR ABOUT 6.3 MILES TO THE INTERSECTION
 QE1849'WITH 81ST AVENUE (COUNTY ROAD NO. 734).  TURN RIGHT (SOUTH) ON
 QE1849'81ST AVENUE AND GO 1.5 MILES TO A T WITH COUNTY ROAD NO. 735
 QE1849'AND STATION MARK.  POINT IS A COUNTY MONUMENT FLUSH WITH THE
 QE1849'PAVEMENT IN THE EXACT CENTER OF THE INTERSECTION AND IS THE
 QE1849'POINT OF INTERSECTION OF THE TWO ROADS.  A GEODETIC MARKER POST
 QE1849'BEARS SOUTH 20 FEET.  THE STATION MARK IS A MARION COUNTY BRASS
 QE1849'DISK STAMPED MARION COUNTY.  T7S, R2W.  C.R. 735.  C.R.
 QE1849'734.  SET IN THE TOP OF AN 8 INCH CYLINDRICAL CONCRETE POST AND
 QE1849'7 INCHES BELOW THE SURFACE OF THE PAVEMENT.  A MARION COUNTY CAST
 QE1849'IRON BOX ENCASES THE TOP OF THE CONCRETE POST AND HAS A METAL
 QE1849'COVER EMBOSSED WITH THE WORDS MARION COUNTY MONUMENT.  THERE IS
 QE1849'NO UNDERGROUND STATION MARK FOR THIS STATION.
 QE1849'
 QE1849'AZIMUTH MARK IS STATION ROTH WHICH IS 0.32 MILE WEST OF STATION
 QE1849'DAWSON AND IS A COUNTY MONUMENT FLUSH WITH THE PAVEMENT AND NEAR
 QE1849'THE SOUTH EDGE OF BLACKTOP.  POINT IS THE 1/4 SECTION CORNER ON
 QE1849'THE SOUTH LINE OF SECTION 11 AS MENTIONED ABOVE.  POINT IS 45 FEET
 QE1849'WEST OF AN OVERHEAD ELECTRIC TRANSMISSION LINE.  POINT IS AN
 QE1849'ANGLE POINT IN COUNTY ROAD NO. 735 ALIGNMENT.  THE AZIMUTH MARK
 QE1849'IS A MARION COUNTY BRASS DISK STAMPED MARION COUNTY.  T7S,
 QE1849'R2W.  1/4 COR. 11-14, SET IN THE TOP OF AN 8 INCH CYLINDRICAL
 QE1849'CONCRETE POST AND 7 INCHES BELOW THE SURFACE OF THE PAVEMENT.  A
 QE1849'MARION COUNTY CAST IRON BOX ENCASES THE TOP OF THE CONCRETE
 QE1849'POST AND HAS A METAL COVER EMBOSSED WITH THE WORDS MARION COUNTY
 QE1849'MONUMENT.  THERE IS NO UNDERGROUND STATION MARK FOR THIS AZIMUTH
 QE1849'STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0105 ***********************************************************************
 QC0105  DESIGNATION -  DAY
 QC0105  PID         -  QC0105
 QC0105  STATE/COUNTY-  OR/GRANT
 QC0105  USGS QUAD   -  JOHN DAY (1983)
 QC0105
 QC0105                         *CURRENT SURVEY CONTROL
 QC0105  ___________________________________________________________________
 QC0105* NAD 83(1991)-  44 25 36.96661(N)    118 57 46.96507(W)     ADJUSTED  
 QC0105* NAVD 88     -      1002.818  (meters)    3290.08   (feet)  ADJUSTED  
 QC0105  ___________________________________________________________________
 QC0105  LAPLACE CORR-           3.02  (seconds)                    DEFLEC99
 QC0105  GEOID HEIGHT-         -18.22  (meters)                     GEOID03
 QC0105  DYNAMIC HT  -        1002.458 (meters)    3288.90  (feet)  COMP
 QC0105  MODELED GRAV-     980,225.8   (mgal)                       NAVD 88
 QC0105
 QC0105  HORZ ORDER  -  SECOND
 QC0105  VERT ORDER  -  FIRST     CLASS II
 QC0105
 QC0105.The horizontal coordinates were established by classical geodetic methods
 QC0105.and adjusted by the National Geodetic Survey in October 1991.
 QC0105
 QC0105.The orthometric height was determined by differential leveling
 QC0105.and adjusted in June 1991.
 QC0105
 QC0105.The Laplace correction was computed from DEFLEC99 derived deflections.
 QC0105
 QC0105.The geoid height was determined by GEOID03.
 QC0105
 QC0105.The dynamic height is computed by dividing the NAVD 88
 QC0105.geopotential number by the normal gravity value computed on the
 QC0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0105.degrees latitude (g = 980.6199 gals.).
 QC0105
 QC0105.The modeled gravity was interpolated from observed gravity values.
 QC0105
 QC0105;                    North         East     Units Scale Factor Converg.
 QC0105;SPC OR N     -    85,647.634 2,622,375.738   MT  0.99997774   +1 05 24.0
 QC0105;SPC OR N     -   280,996.17  8,603,594.94   iFT  0.99997774   +1 05 24.0
 QC0105;UTM  11      - 4,921,167.459   343,746.843   MT  0.99990026   -1 22 27.9
 QC0105
 QC0105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QC0105!SPC OR N     -   0.99984564  x   0.99997774  =   0.99982338
 QC0105!UTM  11      -   0.99984564  x   0.99990026  =   0.99974592
 QC0105
 QC0105:                Primary Azimuth Mark                     Grid Az
 QC0105:SPC OR N     -  JOHN DAY                                 066 35 00.1
 QC0105:UTM  11      -  JOHN DAY                                 069 02 52.0
 QC0105
 QC0105|---------------------------------------------------------------------|
 QC0105| PID    Reference Object                     Distance      Geod. Az  |
 QC0105|                                                           dddmmss.s |
 QC0105| QC0917 JOHN DAY                            APPROX. 3.1 KM 0674024.1 |
 QC0105| QC0916 JOHN DAY BAPTIST CHURCH SPIRE       APPROX. 1.4 KM 1482144.5 |
 QC0105| QC0106 DAY RM 1                              8.490 METERS 16909     |
 QC0105| QC0107 DAY RM 2                             13.916 METERS 26509     |
 QC0105|---------------------------------------------------------------------|
 QC0105
 QC0105                          SUPERSEDED SURVEY CONTROL
 QC0105
 QC0105  NAD 83(1986)-  44 25 36.97279(N)    118 57 46.96031(W) AD(       ) 2
 QC0105  NAD 27      -  44 25 37.41500(N)    118 57 43.12300(W) AD(       ) 2
 QC0105  NGVD 29 (??/??/92) 1001.668  (m)         3286.31   (f) ADJ UNCH    1 2
 QC0105
 QC0105.Superseded values are not recommended for survey control.
 QC0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0105.See file dsdata.txt to determine how the superseded data were derived.
 QC0105
 QC0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK4374721167(NAD 83)
 QC0105_MARKER: DB = BENCH MARK DISK
 QC0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QC0105_STAMPING: DAY 1945
 QC0105_MARK LOGO: CGS   
 QC0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0105+STABILITY: SURFACE MOTION
 QC0105
 QC0105  HISTORY     - Date     Condition        Report By
 QC0105  HISTORY     - 1945     MONUMENTED       CGS
 QC0105  HISTORY     - 1975     SEE DESCRIPTION  NGS
 QC0105  HISTORY     - 1975     GOOD             NGS
 QC0105  HISTORY     - 1985     GOOD             NGS
 QC0105
 QC0105                          STATION DESCRIPTION
 QC0105
 QC0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCT)
 QC0105'STATION IS ON THE WEST SLOPE AND ON THE WEST SIDE OF DAVIS CREEK
 QC0105'ABOUT 1.0 MILE AIRLINE NORTHWEST OF JOHN DAY, IN AN OPEN AREA WITH
 QC0105'A FEW SCATTERED JUNIPERS.  STATION IS 36 FEET WEST-NORTHWEST OF
 QC0105'A FORKS IN THE ROAD, 33 FEET WEST OF THE CENTER LINE OF A DIRT
 QC0105'ROAD, AND 6 FEET EAST OF A FENCE.  THE MARK IS STAMPED--DAY 1945
 QC0105'AND PROJECTS 3 INCHES.
 QC0105'
 QC0105'REFERENCE MARK NO. 1 IS SOUTH-SOUTHEAST OF THE STATION SET IN
 QC0105'THE TOP OF A BOULDER WHICH PROJECTS 3 INCHES AND IS ABOUT 3 FEET
 QC0105'WEST OF A FENCE.
 QC0105'
 QC0105'REFERENCE MARK NO. 2 IS WEST OF THE STATION IN AN OPEN FIELD.  IT
 QC0105'IS SET IN THE TOP OF A BOULDER WHICH PROJECTS ABOUT 8 INCHES.
 QC0105'
 QC0105'BOTH REFERENCE MARKS ARE STAMPED WITH THE NAME AND DATE OF THE
 QC0105'STATION AND WITH THEIR RESPECTIVE NUMBERS.
 QC0105'
 QC0105'TRIANGULATION STATION JOHN DAY WAS USED AS AN AZIMUTH MARK.
 QC0105'
 QC0105'REACHED FROM THE JUNCTIONS OF U.S. HIGHWAYS 28 AND 395 IN JOHN
 QC0105'DAY BY GOING WEST 0.1 MILE TO FIRST STREET RIGHT, NORTH, AT A
 QC0105'CHURCH.  TURN RIGHT, NORTH, AND GO 0.65 MILE TO FORK.  TAKE LEFT
 QC0105'FORK AND GO 0.2 MILE TO FORK.  TAKE RIGHT FORK AND GO 0.3 MILE,
 QC0105'CROSSING DAVIS CREEK, TO TOP OF RIDGE AND STATION SITE.
 QC0105'
 QC0105'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 QC0105
 QC0105                          STATION RECOVERY (1975)
 QC0105
 QC0105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 QC0105'THE STATION MARK, AND BOTH REFERENCE MARKS WERE RECOVERED IN
 QC0105'GOOD CONDITION.  THE ANGLE TO TRIANGULATION STATION JOHN DAY
 QC0105'1945, WHICH WAS USED FOR THE AZIMUTH MARK WAS NOT VERIFIED.  THE
 QC0105'ORIGINAL TO REACH IS OBSOLETE.  A NEW, AND COMPLETE DESCRIPTION
 QC0105'FOLLOWS.
 QC0105'
 QC0105'TO REACH THE STATION FROM THE CROSS STREET JUST SOUTH OF THE JOHN
 QC0105'DAY POST OFFICE, WHICH IS ALSO THE JUNCTION OF U.S. HIGHWAYS 26,
 QC0105'AND 395, GO WEST ON THE HIGHWAYS FOR 0.1 MILE TO A SIDE STREET
 QC0105'RIGHT, TURN RIGHT, AND GO NORTH ON NORTHWEST BRIDGE STREET FOR
 QC0105'0.55 MILE TO NORTHWEST 7TH AVENUE, AT A T INTERSECTION, TURN
 QC0105'LEFT, AND GO WEST, NORTH, AND WEST FOR 0.3 MILE TO A 3-WAY FORK
 QC0105'AT THE END OF THE MACADAM, TAKE THE MIDDLE FORK, AND GO
 QC0105'NORTHWEST FOR 0.1 MILE TO A LOCKED METAL GATE JUST NORTHWEST
 QC0105'OF A MOBILE HOME DWELLING, AND THE END OF TRUCK TRAVEL.  IT
 QC0105'WOULD BE POSSIBLE TO DRIVE 300 FEET MORE IF THE GATE WAS
 QC0105'UNLOCKED.  HIKE NORTH ON THE ROAD FOR 300 FEET, THEN LEAVE THE
 QC0105'ROAD, CROSS DAVIS CREEK, AND GO WEST ON THE NORTH SIDE OF THE
 QC0105'FENCE TO A FENCE CORNER, THEN GO NORTH ON THE EAST SIDE OF
 QC0105'THE FENCE FOR 300 FEET TO THE STATION.  LENGTH OF PACK
 QC0105'IS 10 MINUTES.
 QC0105'
 QC0105'THE STATION MARK, STAMPED DAY 1945, IS A STANDARD DISK SET IN A
 QC0105'10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2-INCHES, 1/4 MILE
 QC0105'NORTH OF A SMALL CEMETERY, 0.1 MILE SOUTH OF WHERE THE POWER LINE
 QC0105'CROSSES DAVIS CREEK, 0.1 MILE WEST OF DAVIS CREEK, 6.5 FEET EAST
 QC0105'OF A NORTH-SOUTH FENCE LINE, AND 1 FOOT SOUTH-SOUTHWEST OF A
 QC0105'METAL WITNESS POST.  (NOTE 1A AND 7A)
 QC0105'
 QC0105'REFERENCE MARK NO. 1, STAMPED DAY NO 1 1945, IS A STANDARD DISK
 QC0105'SET IN A 1 BY 1 FOOT BOULDER THAT PROJECTS 2-INCHES, 4 FEET WEST
 QC0105'OF THE FENCE, AND 2 FEET LOWER THAN THE STATION.  (NOTE 12C)
 QC0105'
 QC0105'REFERENCE MARK NO. 2, STAMPED DAY NO 2 1945, IS A STANDARD DISK
 QC0105'SET IN 2 BY 2 FOOT BOULDER THAT PROJECTS 8-INCHES, 40 FEET WEST
 QC0105'OF THE FENCE, AND 2 FEET HIGHER THAN THE STATION.  (NOTE 12C)
 QC0105'
 QC0105'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QC0105'1 MILE NORTHWEST OF JOHN DAY.
 QC0105
 QC0105                          STATION RECOVERY (1975)
 QC0105
 QC0105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 QC0105'1 MI NW FROM JOHN DAY.
 QC0105'REACHED FROM THE CROSS STREET, JUST SOUTH OF THE JOHN DAY POST OFFICE,
 QC0105'WHICH IS ALSO THE JUNCTION OF U.S. HIGHWAYS 26, AND 395, GO WEST ON
 QC0105'THE HIGHWAYS FOR 0.1 MILE TO A SIDE STREET RIGHT, TURN RIGHT, AND GO
 QC0105'NORTH ON NORTHWEST BRIDGE STREET FOR 0.55 MILE TO NORTHWEST 7TH
 QC0105'AVENUE, TURN LEFT, AND GO WEST, NORTH, AND WEST FOR 0.3 MILE TO A
 QC0105'3-WAY FORK, AT THE END OF THE MACADAM, TAKE THE MIDDLE FORK, AND GO
 QC0105'NORTHWEST FOR 0.1 MILE TO A METAL GATE, CONTINUE NORTHWEST FOR 300
 QC0105'FEET TO THE END OF TRUCK TRAVEL.  PACK WEST ACROSS DAVIS CREEK, AND
 QC0105'ALONG THE NORTH SIDE OF THE FENCE TO A FENCE CORNER, THEN PACK NORTH
 QC0105'ON THE EAST SIDE OF THE FENCE FOR 300 FEET TO THE MARK.  LENGTH OF
 QC0105'PACK IS 10 MINUTES.  THE MARK IS A TRIANGULATION STATION DISK SET IN A
 QC0105'10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2-INCHES.
 QC0105
 QC0105                          STATION RECOVERY (1985)
 QC0105
 QC0105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QC0105'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2381 ***********************************************************************
 QE2381  DESIGNATION -  DAY BEACON
 QE2381  PID         -  QE2381
 QE2381  STATE/COUNTY-  OR/LINCOLN
 QE2381  USGS QUAD   -  TOLEDO SOUTH (1984)
 QE2381
 QE2381                         *CURRENT SURVEY CONTROL
 QE2381  ___________________________________________________________________
 QE2381* NAD 83(1991)-  44 36 55.89101(N)    123 56 36.49629(W)     ADJUSTED  
 QE2381* NAVD 88     -              **(meters)            **(feet)            
 QE2381  ___________________________________________________________________
 QE2381  LAPLACE CORR-          14.49  (seconds)                    DEFLEC99
 QE2381  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 QE2381  HORZ ORDER  -  THIRD
 QE2381
 QE2381.The horizontal coordinates were established by classical geodetic methods
 QE2381.and adjusted by the National Geodetic Survey in October 1991.
 QE2381
 QE2381
 QE2381.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2381
 QE2381.The geoid height was determined by GEOID03.
 QE2381
 QE2381;                    North         East     Units Scale Factor Converg.
 QE2381;SPC OR N     -   111,262.711 2,226,782.473   MT  0.99994088   -2 26 31.4
 QE2381;SPC OR N     -   365,035.14  7,305,716.77   iFT  0.99994088   -2 26 31.4
 QE2381;UTM  10      - 4,940,674.460   425,144.371   MT  0.99966891   -0 39 45.6
 QE2381
 QE2381                          SUPERSEDED SURVEY CONTROL
 QE2381
 QE2381  NAD 83(1986)-  44 36 55.92323(N)    123 56 36.56009(W) AD(       ) 4
 QE2381  NAD 27      -  44 36 56.52900(N)    123 56 32.19900(W) AD(       ) 3
 QE2381
 QE2381.Superseded values are not recommended for survey control.
 QE2381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2381.See file dsdata.txt to determine how the superseded data were derived.
 QE2381
 QE2381_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ2514440674(NAD 83)
 QE2381
 QE2381  HISTORY     - Date     Condition        Report By
 QE2381  HISTORY     - 1914     MONUMENTED       CGS
 QE2381  HISTORY     - 1942     SEE DESCRIPTION  USGS
 QE2381  HISTORY     - 1953     SEE DESCRIPTION  CGS
 QE2381
 QE2381                          STATION DESCRIPTION
 QE2381
 QE2381'DESCRIBED BY US GEOLOGICAL SURVEY 1942 (CAE)
 QE2381'LETTER OF MR. C.A. ECKLAND, U.S.G.S., ACTING DIVISION ENGINEER,
 QE2381'SACRAMENTO, CALIFORNIA, DATED SEPT. 16, 1942--
 QE2381'
 QE2381'STATION COULD NOT BE FOUND, ALTHOUGH A THOROUGH SEARCH WAS MADE.
 QE2381
 QE2381                          STATION RECOVERY (1953)
 QE2381
 QE2381'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (FAR)
 QE2381'THE BEACON HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1199 ***********************************************************************
 SC1199  DESIGNATION -  DAY BEACON 10
 SC1199  PID         -  SC1199
 SC1199  STATE/COUNTY-  OR/CLATSOP
 SC1199  USGS QUAD   -  CATHLAMET BAY (1984)
 SC1199
 SC1199                         *CURRENT SURVEY CONTROL
 SC1199  ___________________________________________________________________
 SC1199* NAD 83(1991)-  46 10 26.75389(N)    123 43 25.32021(W)     ADJUSTED  
 SC1199* NAVD 88     -         1.5    (meters)       5.     (feet)  VERTCON   
 SC1199  ___________________________________________________________________
 SC1199  X           -  -2,456,356.510 (meters)                     COMP
 SC1199  Y           -  -3,679,852.785 (meters)                     COMP
 SC1199  Z           -   4,578,653.910 (meters)                     COMP
 SC1199  LAPLACE CORR-          11.78  (seconds)                    DEFLEC99
 SC1199  ELLIP HEIGHT-         -21.039 (meters)          (10/15/91) ADJUSTED
 SC1199  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 SC1199  HORZ ORDER  -  THIRD
 SC1199  ELLP ORDER  -  FOURTH    CLASS I
 SC1199
 SC1199.The horizontal coordinates were established by GPS observations
 SC1199.and adjusted by the National Geodetic Survey in October 1991.
 SC1199
 SC1199.The NAVD 88 height was computed by applying the VERTCON shift value to
 SC1199.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SC1199
 SC1199.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SC1199
 SC1199.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1199
 SC1199.The ellipsoidal height was determined by GPS observations
 SC1199.and is referenced to NAD 83.
 SC1199
 SC1199.The geoid height was determined by GEOID03.
 SC1199
 SC1199;                    North         East     Units Scale Factor Converg.
 SC1199;SPC OR N     -   283,612.773 2,251,119.792   MT  1.00004895   -2 17 10.3
 SC1199;SPC OR N     -   930,488.10  7,385,563.62   iFT  1.00004895   -2 17 10.3
 SC1199;SPC WA S     -    98,536.651   251,150.107   MT  0.99994018   -2 20 30.1
 SC1199;SPC WA S     -   323,282.33    823,981.64   sFT  0.99994018   -2 20 30.1
 SC1199;UTM  10      - 5,113,645.832   444,138.303   MT  0.99963836   -0 31 19.6
 SC1199
 SC1199!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1199!SPC OR N     -   1.00000330  x   1.00004895  =   1.00005225
 SC1199!SPC WA S     -   1.00000330  x   0.99994018  =   0.99994348
 SC1199!UTM  10      -   1.00000330  x   0.99963836  =   0.99964166
 SC1199
 SC1199                          SUPERSEDED SURVEY CONTROL
 SC1199
 SC1199  NAD 83(1986)-  46 10 26.76944(N)    123 43 25.29222(W) AD(       ) 3
 SC1199  NAD 27      -  46 10 27.38282(N)    123 43 20.81777(W) AD(       ) 3
 SC1199  NGVD 29 (07/16/87)    0.5    (m)            2.     (f) GPS OBS     3  
 SC1199
 SC1199.Superseded values are not recommended for survey control.
 SC1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1199.See file dsdata.txt to determine how the superseded data were derived.
 SC1199
 SC1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS4413813646(NAD 83)
 SC1199_MARKER: 16 = DAYBEACON
 SC1199_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC1199+SATELLITE: SATELLITE OBSERVATIONS - 1986
 SC1199
 SC1199  HISTORY     - Date     Condition        Report By
 SC1199  HISTORY     - 1986     FIRST OBSERVED   USCG
 SC1199
 SC1199                          STATION DESCRIPTION
 SC1199
 SC1199'DESCRIBED BY US COAST GUARD 1986 (MRM)
 SC1199'DAYBEACON 10 IS LOCATED IN SOUTH CHANNEL, CATHLAMET BAY NEAR FERN
 SC1199'HILL. IT IS NUMBER 14740 IN THE CG LIGHT LIST, VOL. VI, PACIFIC
 SC1199'COAST AND PACIFIC ISLANDS, 1987.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1201 ***********************************************************************
 SC1201  DESIGNATION -  DAY BEACON 14 MINAKER IS
 SC1201  PID         -  SC1201
 SC1201  STATE/COUNTY-  OR/CLATSOP
 SC1201  USGS QUAD   -  CATHLAMET BAY (1984)
 SC1201
 SC1201                         *CURRENT SURVEY CONTROL
 SC1201  ___________________________________________________________________
 SC1201* NAD 83(1991)-  46 11 16.22520(N)    123 38 03.27537(W)     ADJUSTED  
 SC1201* NAVD 88     -         1.0    (meters)       3.     (feet)  VERTCON   
 SC1201  ___________________________________________________________________
 SC1201  X           -  -2,449,997.664 (meters)                     COMP
 SC1201  Y           -  -3,682,765.860 (meters)                     COMP
 SC1201  Z           -   4,579,711.556 (meters)                     COMP
 SC1201  LAPLACE CORR-          12.59  (seconds)                    DEFLEC99
 SC1201  ELLIP HEIGHT-         -20.984 (meters)          (10/15/91) ADJUSTED
 SC1201  GEOID HEIGHT-         -22.35  (meters)                     GEOID03
 SC1201  HORZ ORDER  -  THIRD
 SC1201  ELLP ORDER  -  FOURTH    CLASS I
 SC1201
 SC1201.The horizontal coordinates were established by GPS observations
 SC1201.and adjusted by the National Geodetic Survey in October 1991.
 SC1201
 SC1201.The NAVD 88 height was computed by applying the VERTCON shift value to
 SC1201.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SC1201
 SC1201.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SC1201
 SC1201.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1201
 SC1201.The ellipsoidal height was determined by GPS observations
 SC1201.and is referenced to NAD 83.
 SC1201
 SC1201.The geoid height was determined by GEOID03.
 SC1201
 SC1201;                    North         East     Units Scale Factor Converg.
 SC1201;SPC OR N     -   284,867.441 2,258,081.890   MT  1.00005321   -2 13 21.9
 SC1201;SPC OR N     -   934,604.47  7,408,405.15   iFT  1.00005321   -2 13 21.9
 SC1201;SPC WA S     -    99,784.531   258,112.621   MT  0.99993850   -2 16 36.1
 SC1201;SPC WA S     -   327,376.42    846,824.49   sFT  0.99993850   -2 16 36.1
 SC1201;UTM  10      - 5,115,113.673   451,055.577   MT  0.99962945   -0 27 27.7
 SC1201
 SC1201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1201!SPC OR N     -   1.00000329  x   1.00005321  =   1.00005650
 SC1201!SPC WA S     -   1.00000329  x   0.99993850  =   0.99994179
 SC1201!UTM  10      -   1.00000329  x   0.99962945  =   0.99963274
 SC1201
 SC1201                          SUPERSEDED SURVEY CONTROL
 SC1201
 SC1201  NAD 83(1986)-  46 11 16.24337(N)    123 38 03.24947(W) AD(       ) 3
 SC1201  NAD 27      -  46 11 16.84629(N)    123 37 58.78764(W) AD(       ) 3
 SC1201  NGVD 29 (07/16/87)    0.0    (m)            0.     (f) GPS OBS     3  
 SC1201
 SC1201.Superseded values are not recommended for survey control.
 SC1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1201.See file dsdata.txt to determine how the superseded data were derived.
 SC1201
 SC1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS5105615114(NAD 83)
 SC1201_MARKER: 16 = DAYBEACON
 SC1201_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC1201+SATELLITE: SATELLITE OBSERVATIONS - 1986
 SC1201
 SC1201  HISTORY     - Date     Condition        Report By
 SC1201  HISTORY     - 1986     FIRST OBSERVED   USCG
 SC1201
 SC1201                          STATION DESCRIPTION
 SC1201
 SC1201'DESCRIBED BY US COAST GUARD 1986 (MRM)
 SC1201'DAY BEACON IS LOCATED ON THE SW END OF MINAKER ISLAND, ABOUT 2.6 MI
 SC1201'W OF KNAPPA, OR. IT IS NUMBER 14780 IN THE CG LIGHT LIST, VOL. VI,
 SC1201'PACIFIC COAST AND PACIFIC ISLANDS, 1987.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1203 ***********************************************************************
 SC1203  DESIGNATION -  DAY BEACON 17 SEAL ISLAND
 SC1203  PID         -  SC1203
 SC1203  STATE/COUNTY-  OR/CLATSOP
 SC1203  USGS QUAD   -  CATHLAMET BAY (1984)
 SC1203
 SC1203                         *CURRENT SURVEY CONTROL
 SC1203  ___________________________________________________________________
 SC1203* NAD 83(1991)-  46 12 44.42024(N)    123 37 53.40840(W)     ADJUSTED  
 SC1203* NAVD 88     -         6.6    (meters)      22.     (feet)  VERTCON   
 SC1203  ___________________________________________________________________
 SC1203  X           -  -2,448,735.085 (meters)                     COMP
 SC1203  Y           -  -3,681,249.832 (meters)                     COMP
 SC1203  Z           -   4,581,600.429 (meters)                     COMP
 SC1203  LAPLACE CORR-          12.37  (seconds)                    DEFLEC99
 SC1203  ELLIP HEIGHT-         -15.343 (meters)          (10/15/91) ADJUSTED
 SC1203  GEOID HEIGHT-         -22.36  (meters)                     GEOID03
 SC1203  HORZ ORDER  -  THIRD
 SC1203  ELLP ORDER  -  FOURTH    CLASS I
 SC1203
 SC1203.The horizontal coordinates were established by GPS observations
 SC1203.and adjusted by the National Geodetic Survey in October 1991.
 SC1203
 SC1203.The NAVD 88 height was computed by applying the VERTCON shift value to
 SC1203.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SC1203
 SC1203.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SC1203
 SC1203.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1203
 SC1203.The ellipsoidal height was determined by GPS observations
 SC1203.and is referenced to NAD 83.
 SC1203
 SC1203.The geoid height was determined by GEOID03.
 SC1203
 SC1203;                    North         East     Units Scale Factor Converg.
 SC1203;SPC OR N     -   287,580.497 2,258,398.867   MT  1.00006096   -2 13 14.9
 SC1203;SPC OR N     -   943,505.57  7,409,445.10   iFT  1.00006096   -2 13 14.9
 SC1203;SPC WA S     -   102,496.962   258,432.112   MT  0.99993564   -2 16 29.0
 SC1203;SPC WA S     -   336,275.45    847,872.69   sFT  0.99993564   -2 16 29.0
 SC1203;UTM  10      - 5,117,834.042   451,288.741   MT  0.99962917   -0 27 21.2
 SC1203
 SC1203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1203!SPC OR N     -   1.00000241  x   1.00006096  =   1.00006337
 SC1203!SPC WA S     -   1.00000241  x   0.99993564  =   0.99993805
 SC1203!UTM  10      -   1.00000241  x   0.99962917  =   0.99963157
 SC1203
 SC1203                          SUPERSEDED SURVEY CONTROL
 SC1203
 SC1203  NAD 83(1986)-  46 12 44.43839(N)    123 37 53.38208(W) AD(       ) 3
 SC1203  NAD 27      -  46 12 45.03940(N)    123 37 48.91711(W) AD(       ) 3
 SC1203  NGVD 29 (07/16/87)    5.6    (m)           18.     (f) GPS OBS     3  
 SC1203
 SC1203.Superseded values are not recommended for survey control.
 SC1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1203.See file dsdata.txt to determine how the superseded data were derived.
 SC1203
 SC1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS5128917834(NAD 83)
 SC1203_MARKER: 16 = DAYBEACON
 SC1203_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC1203+SATELLITE: SATELLITE OBSERVATIONS - 1986
 SC1203
 SC1203  HISTORY     - Date     Condition        Report By
 SC1203  HISTORY     - 1986     FIRST OBSERVED   USCG
 SC1203
 SC1203                          STATION DESCRIPTION
 SC1203
 SC1203'DESCRIBED BY US COAST GUARD 1986 (MRM)
 SC1203'THE DAY BEACON IS LOCATED ABOUT 2.8 MI NW OF KNAPPA, OR, AT THE E END
 SC1203'OF SEAL ISLAND. IT IS NUMBER 14790 IN THE CG LIGHT LIST, VOL. VI,
 SC1203'PACIFIC COAST AND PACIFIC ISLANDS, 1987.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1205 ***********************************************************************
 SC1205  DESIGNATION -  DAY BEACON 8
 SC1205  PID         -  SC1205
 SC1205  STATE/COUNTY-  OR/CLATSOP
 SC1205  USGS QUAD   -  CATHLAMET BAY (1984)
 SC1205
 SC1205                         *CURRENT SURVEY CONTROL
 SC1205  ___________________________________________________________________
 SC1205* NAD 83(1991)-  46 10 23.24450(N)    123 43 48.36913(W)     ADJUSTED  
 SC1205* NAVD 88     -         2.0    (meters)       7.     (feet)  VERTCON   
 SC1205  ___________________________________________________________________
 SC1205  X           -  -2,456,811.308 (meters)                     COMP
 SC1205  Y           -  -3,679,643.595 (meters)                     COMP
 SC1205  Z           -   4,578,579.256 (meters)                     COMP
 SC1205  LAPLACE CORR-          11.62  (seconds)                    DEFLEC99
 SC1205  ELLIP HEIGHT-         -20.512 (meters)          (10/15/91) ADJUSTED
 SC1205  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 SC1205  HORZ ORDER  -  THIRD
 SC1205  ELLP ORDER  -  FOURTH    CLASS I
 SC1205
 SC1205.The horizontal coordinates were established by GPS observations
 SC1205.and adjusted by the National Geodetic Survey in October 1991.
 SC1205
 SC1205.The NAVD 88 height was computed by applying the VERTCON shift value to
 SC1205.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SC1205
 SC1205.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SC1205
 SC1205.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1205
 SC1205.The ellipsoidal height was determined by GPS observations
 SC1205.and is referenced to NAD 83.
 SC1205
 SC1205.The geoid height was determined by GEOID03.
 SC1205
 SC1205;                    North         East     Units Scale Factor Converg.
 SC1205;SPC OR N     -   283,524.240 2,250,621.432   MT  1.00004865   -2 17 26.7
 SC1205;SPC OR N     -   930,197.64  7,383,928.58   iFT  1.00004865   -2 17 26.7
 SC1205;SPC WA S     -    98,448.611   250,651.715   MT  0.99994030   -2 20 46.8
 SC1205;SPC WA S     -   322,993.48    822,346.50   sFT  0.99994030   -2 20 46.8
 SC1205;UTM  10      - 5,113,542.042   443,643.107   MT  0.99963904   -0 31 36.2
 SC1205
 SC1205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1205!SPC OR N     -   1.00000322  x   1.00004865  =   1.00005187
 SC1205!SPC WA S     -   1.00000322  x   0.99994030  =   0.99994352
 SC1205!UTM  10      -   1.00000322  x   0.99963904  =   0.99964225
 SC1205
 SC1205                          SUPERSEDED SURVEY CONTROL
 SC1205
 SC1205  NAD 83(1986)-  46 10 23.25972(N)    123 43 48.34191(W) AD(       ) 3
 SC1205  NAD 27      -  46 10 23.87397(N)    123 43 43.86578(W) AD(       ) 3
 SC1205  NGVD 29 (07/16/87)    1.0    (m)            3.     (f) GPS OBS     3  
 SC1205
 SC1205.Superseded values are not recommended for survey control.
 SC1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1205.See file dsdata.txt to determine how the superseded data were derived.
 SC1205
 SC1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS4364313542(NAD 83)
 SC1205_MARKER: 16 = DAYBEACON
 SC1205_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC1205+SATELLITE: SATELLITE OBSERVATIONS - 1986
 SC1205
 SC1205  HISTORY     - Date     Condition        Report By
 SC1205  HISTORY     - 1986     FIRST OBSERVED   USCG
 SC1205
 SC1205                          STATION DESCRIPTION
 SC1205
 SC1205'DESCRIBED BY US COAST GUARD 1986 (MRM)
 SC1205'DAY BEACON IS LOCATED IN SOUTH CHANNEL, CATHLAMET BAY NEAR FERN
 SC1205'HILL. IT IS NUMBER 14735 IN THE CG LIGHT LIST, VOL. VI, PACIFIC
 SC1205'COAST AND PACIFIC ISLANDS, 1987.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3479 ***********************************************************************
 RD3479  DESIGNATION -  DAY MARK
 RD3479  PID         -  RD3479
 RD3479  STATE/COUNTY-  OR/MULTNOMAH
 RD3479  USGS QUAD   -  SAUVIE ISLAND (1990)
 RD3479
 RD3479                         *CURRENT SURVEY CONTROL
 RD3479  ___________________________________________________________________
 RD3479* NAD 83(1991)-  45 38 44.18409(N)    122 46 03.85668(W)     ADJUSTED  
 RD3479* NAVD 88     -              **(meters)            **(feet)            
 RD3479  ___________________________________________________________________
 RD3479  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 RD3479  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 RD3479  HORZ ORDER  -  THIRD
 RD3479
 RD3479.The horizontal coordinates were established by classical geodetic methods
 RD3479.and adjusted by the National Geodetic Survey in October 1991.
 RD3479
 RD3479
 RD3479.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3479
 RD3479.The geoid height was determined by GEOID03.
 RD3479
 RD3479;                    North         East     Units Scale Factor Converg.
 RD3479;SPC OR N     -   222,386.953 2,323,251.142   MT  0.99992920   -1 36 29.7
 RD3479;SPC OR N     -   729,615.99  7,622,215.03   iFT  0.99992920   -1 36 29.7
 RD3479;SPC WA S     -    37,251.100   323,231.313   MT  1.00004783   -1 38 50.2
 RD3479;SPC WA S     -   122,214.65  1,060,468.07   sFT  1.00004783   -1 38 50.2
 RD3479;UTM  10      - 5,054,699.422   518,099.058   MT  0.99960403   +0 09 57.9
 RD3479
 RD3479                          SUPERSEDED SURVEY CONTROL
 RD3479
 RD3479  NAD 83(1986)-  45 38 44.20327(N)    122 46 03.85811(W) AD(       ) 4
 RD3479  NAD 27      -  45 38 44.78200(N)    122 45 59.50100(W) AD(       ) 3
 RD3479
 RD3479.Superseded values are not recommended for survey control.
 RD3479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3479.See file dsdata.txt to determine how the superseded data were derived.
 RD3479
 RD3479_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1809954699(NAD 83)
 RD3479
 RD3479  HISTORY     - Date     Condition        Report By
 RD3479  HISTORY     - 1913     MONUMENTED       CGS
 RD3479  HISTORY     - 1945     SEE DESCRIPTION  CGS
 RD3479  HISTORY     - 1960     SEE DESCRIPTION  CGS
 RD3479  HISTORY     - 19940423 MARK NOT FOUND   USPSQD
 RD3479
 RD3479                          STATION DESCRIPTION
 RD3479
 RD3479'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAE)
 RD3479'THE VICINITY OF THIS STATION WAS LOCATED BY ITS GEOGRAPHIC
 RD3479'POSITION AS NO DESCRIPTION WAS AVAILABLE.  A SEARCH WAS MADE IN
 RD3479'THIS AREA BUT NO MARK WAS FOUND.
 RD3479'
 RD3479'IT IS RECOMMENDED THAT THE STATION BE CONSIDERED LOST.
 RD3479
 RD3479                          STATION RECOVERY (1960)
 RD3479
 RD3479'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ANS)
 RD3479'THIS STATION WAS SEARCHED FOR BUT THE STATION WAS NOT
 RD3479'RECOVERED.  THIS POINT OF THE ISLAND HAS BEEN CHANGED BY FLOOR
 RD3479'WATER IN RECENT YEARS.
 RD3479'
 RD3479'IT IS RECOMMENDED THAT THIS STATION BE CONSIDERED LOST.
 RD3479
 RD3479                          STATION RECOVERY (1994)
 RD3479
 RD3479'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD3479'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0106 ***********************************************************************
 QC0106  DESIGNATION -  DAY RM 1
 QC0106  PID         -  QC0106
 QC0106  STATE/COUNTY-  OR/GRANT
 QC0106  USGS QUAD   -  JOHN DAY (1983)
 QC0106
 QC0106                         *CURRENT SURVEY CONTROL
 QC0106  ___________________________________________________________________
 QC0106* NAD 83(1986)-  44 25 37.     (N)    118 57 47.     (W)     SCALED    
 QC0106* NAVD 88     -      1001.705  (meters)    3286.43   (feet)  ADJUSTED  
 QC0106  ___________________________________________________________________
 QC0106  GEOID HEIGHT-         -18.22  (meters)                     GEOID03
 QC0106  DYNAMIC HT  -        1001.345 (meters)    3285.25  (feet)  COMP
 QC0106  MODELED GRAV-     980,225.8   (mgal)                       NAVD 88
 QC0106
 QC0106  VERT ORDER  -  FIRST     CLASS II
 QC0106
 QC0106.The horizontal coordinates were scaled from a topographic map and have
 QC0106.an estimated accuracy of +/- 6 seconds.
 QC0106
 QC0106.The orthometric height was determined by differential leveling
 QC0106.and adjusted in June 1991.
 QC0106
 QC0106.The geoid height was determined by GEOID03.
 QC0106
 QC0106.The dynamic height is computed by dividing the NAVD 88
 QC0106.geopotential number by the normal gravity value computed on the
 QC0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0106.degrees latitude (g = 980.6199 gals.).
 QC0106
 QC0106.The modeled gravity was interpolated from observed gravity values.
 QC0106
 QC0106;                    North         East    Units  Estimated Accuracy
 QC0106;SPC OR N     -    85,650.    2,622,380.      MT  (+/- 180 meters Scaled)
 QC0106
 QC0106                          SUPERSEDED SURVEY CONTROL
 QC0106
 QC0106  NGVD 29 (??/??/92) 1000.555  (m)         3282.65   (f) ADJ UNCH    1 2
 QC0106
 QC0106.Superseded values are not recommended for survey control.
 QC0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0106.See file dsdata.txt to determine how the superseded data were derived.
 QC0106
 QC0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK437211(NAD 83)
 QC0106_MARKER: DB = BENCH MARK DISK
 QC0106_SETTING: 66 = SET IN ROCK OUTCROP
 QC0106_SP_SET: SET IN ROCK OUTCROP
 QC0106_STAMPING: DAY NO 1 1945
 QC0106_MARK LOGO: CGS   
 QC0106_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QC0106+STABILITY: POSITION/ELEVATION WELL
 QC0106
 QC0106  HISTORY     - Date     Condition        Report By
 QC0106  HISTORY     - 1945     MONUMENTED       CGS
 QC0106  HISTORY     - 1975     GOOD             NGS
 QC0106  HISTORY     - 1985     GOOD             NGS
 QC0106
 QC0106                          STATION DESCRIPTION
 QC0106
 QC0106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 QC0106'1 MI NW FROM JOHN DAY.
 QC0106'28 FEET SOUTH OF A METAL WITNESS POST AT TRIANGULATION STATION DAY
 QC0106'1945, 4 FEET WEST OF A NORTH-SOUTH FENCE LINE, AND 1 FOOT NORTH OF A
 QC0106'ROCK CAIRN CEMENTED IN A DRILL HOLE IN A 1 BY 1 FOOT BOULDER THAT
 QC0106'PROJECTS 2-INCHES.
 QC0106
 QC0106                          STATION RECOVERY (1985)
 QC0106
 QC0106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QC0106'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0107 ***********************************************************************
 QC0107  DESIGNATION -  DAY RM 2
 QC0107  PID         -  QC0107
 QC0107  STATE/COUNTY-  OR/GRANT
 QC0107  USGS QUAD   -  JOHN DAY (1983)
 QC0107
 QC0107                         *CURRENT SURVEY CONTROL
 QC0107  ___________________________________________________________________
 QC0107* NAD 83(1986)-  44 25 37.     (N)    118 57 47.     (W)     SCALED    
 QC0107* NAVD 88     -      1003.354  (meters)    3291.84   (feet)  ADJUSTED  
 QC0107  ___________________________________________________________________
 QC0107  GEOID HEIGHT-         -18.22  (meters)                     GEOID03
 QC0107  DYNAMIC HT  -        1002.995 (meters)    3290.66  (feet)  COMP
 QC0107  MODELED GRAV-     980,225.8   (mgal)                       NAVD 88
 QC0107
 QC0107  VERT ORDER  -  FIRST     CLASS II
 QC0107
 QC0107.The horizontal coordinates were scaled from a topographic map and have
 QC0107.an estimated accuracy of +/- 6 seconds.
 QC0107
 QC0107.The orthometric height was determined by differential leveling
 QC0107.and adjusted in June 1991.
 QC0107
 QC0107.The geoid height was determined by GEOID03.
 QC0107
 QC0107.The dynamic height is computed by dividing the NAVD 88
 QC0107.geopotential number by the normal gravity value computed on the
 QC0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0107.degrees latitude (g = 980.6199 gals.).
 QC0107
 QC0107.The modeled gravity was interpolated from observed gravity values.
 QC0107
 QC0107;                    North         East    Units  Estimated Accuracy
 QC0107;SPC OR N     -    85,650.    2,622,380.      MT  (+/- 180 meters Scaled)
 QC0107
 QC0107                          SUPERSEDED SURVEY CONTROL
 QC0107
 QC0107  NGVD 29 (??/??/92) 1002.205  (m)         3288.07   (f) ADJ UNCH    1 2
 QC0107
 QC0107.Superseded values are not recommended for survey control.
 QC0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0107.See file dsdata.txt to determine how the superseded data were derived.
 QC0107
 QC0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK437211(NAD 83)
 QC0107_MARKER: DB = BENCH MARK DISK
 QC0107_SETTING: 66 = SET IN ROCK OUTCROP
 QC0107_SP_SET: SET IN ROCK OUTCROP
 QC0107_STAMPING: DAY NO 2 1945
 QC0107_MARK LOGO: CGS   
 QC0107_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QC0107+STABILITY: POSITION/ELEVATION WELL
 QC0107
 QC0107  HISTORY     - Date     Condition        Report By
 QC0107  HISTORY     - 1945     MONUMENTED       CGS
 QC0107  HISTORY     - 1975     GOOD             NGS
 QC0107  HISTORY     - 1985     GOOD             NGS
 QC0107
 QC0107                          STATION DESCRIPTION
 QC0107
 QC0107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 QC0107'1 MI NW FROM JOHN DAY.
 QC0107'1/4 MILE NORTH OF A SMALL CEMETERY, 0.1 MILE SOUTH OF WHERE THE POWER
 QC0107'LINE CROSSES DAVIS CREEK, 45.66 FEET WEST OF TRIANGULATION STATION DAY
 QC0107'1945, AND 40 FEET WEST OF A NORTH-SOUTH FENCE LINE CEMENTED IN A DRILL
 QC0107'HOLE IN A 2 BY 2 FOOT BOULDER THAT PROJECTS 8-INCHES.
 QC0107
 QC0107                          STATION RECOVERY (1985)
 QC0107
 QC0107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QC0107'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0417 ***********************************************************************
 QC0417  DESIGNATION -  DAYVILLE
 QC0417  PID         -  QC0417
 QC0417  STATE/COUNTY-  OR/GRANT
 QC0417  USGS QUAD   -  DAYVILLE (1992)
 QC0417
 QC0417                         *CURRENT SURVEY CONTROL
 QC0417  ___________________________________________________________________
 QC0417* NAD 83(1991)-  44 28 19.88662(N)    119 32 18.65646(W)     ADJUSTED  
 QC0417* NAVD 88     -       733.222  (meters)    2405.58   (feet)  ADJUSTED  
 QC0417  ___________________________________________________________________
 QC0417  LAPLACE CORR-           3.38  (seconds)                    DEFLEC99
 QC0417  GEOID HEIGHT-         -18.99  (meters)                     GEOID03
 QC0417  DYNAMIC HT  -         733.001 (meters)    2404.85  (feet)  COMP
 QC0417  MODELED GRAV-     980,293.1   (mgal)                       NAVD 88
 QC0417
 QC0417  HORZ ORDER  -  SECOND
 QC0417  VERT ORDER  -  FIRST     CLASS II
 QC0417
 QC0417.The horizontal coordinates were established by classical geodetic methods
 QC0417.and adjusted by the National Geodetic Survey in October 1991.
 QC0417
 QC0417.The orthometric height was determined by differential leveling
 QC0417.and adjusted in June 1991.
 QC0417.WARNING-Repeat measurements at this control monument indicate possible
 QC0417.vertical movement.
 QC0417
 QC0417.The Laplace correction was computed from DEFLEC99 derived deflections.
 QC0417
 QC0417.The geoid height was determined by GEOID03.
 QC0417
 QC0417.The dynamic height is computed by dividing the NAVD 88
 QC0417.geopotential number by the normal gravity value computed on the
 QC0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0417.degrees latitude (g = 980.6199 gals.).
 QC0417
 QC0417.The modeled gravity was interpolated from observed gravity values.
 QC0417
 QC0417;                    North         East     Units Scale Factor Converg.
 QC0417;SPC OR N     -    89,967.483 2,576,498.505   MT  0.99996793   +0 40 54.7
 QC0417;SPC OR N     -   295,168.91  8,453,079.08   iFT  0.99996793   +0 40 54.7
 QC0417;UTM  11      - 4,927,454.660   298,096.500   MT  1.00010134   -1 46 44.4
 QC0417
 QC0417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QC0417!SPC OR N     -   0.99988802  x   0.99996793  =   0.99985596
 QC0417!UTM  11      -   0.99988802  x   1.00010134  =   0.99998935
 QC0417
 QC0417|---------------------------------------------------------------------|
 QC0417| PID    Reference Object                     Distance      Geod. Az  |
 QC0417|                                                           dddmmss.s |
 QC0417| QC0419 K 415                                 5.582 METERS 20957     |
 QC0417| QC0415 DAYVILLE AZ MK RESET                               3032420.5 |
 QC0417| QC0414 DAYVILLE AZ MK                                     3034549.4 |
 QC0417| QC0418 DAYVILLE RM 2                         8.339 METERS 32724     |
 QC0417|---------------------------------------------------------------------|
 QC0417
 QC0417                          SUPERSEDED SURVEY CONTROL
 QC0417
 QC0417  NAD 83(1986)-  44 28 19.89313(N)    119 32 18.65289(W) AD(       ) 2
 QC0417  NAD 27      -  44 28 20.37100(N)    119 32 14.73600(W) AD(       ) 2
 QC0417  NGVD 29 (??/??/92)  732.152  (m)         2402.07   (f) ADJ UNCH    1 2
 QC0417
 QC0417.Superseded values are not recommended for survey control.
 QC0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0417.See file dsdata.txt to determine how the superseded data were derived.
 QC0417
 QC0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKK9809727455(NAD 83)
 QC0417_MARKER: DS = TRIANGULATION STATION DISK
 QC0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0417_SP_SET: SQUARE CONCRETE MONUMENT
 QC0417_STAMPING: DAYVILLE 1945
 QC0417_MARK LOGO: CGS   
 QC0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0417+STABILITY: SURFACE MOTION
 QC0417_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QC0417+SATELLITE: SATELLITE OBSERVATIONS - October 07, 1987
 QC0417
 QC0417  HISTORY     - Date     Condition        Report By
 QC0417  HISTORY     - 1945     MONUMENTED       CGS
 QC0417  HISTORY     - 1963     SEE DESCRIPTION  CGS
 QC0417  HISTORY     - 1963     GOOD             NGS
 QC0417  HISTORY     - 19871007 GOOD             NGS
 QC0417
 QC0417                          STATION DESCRIPTION
 QC0417
 QC0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCT)
 QC0417'THE STATION IS LOCATED 0.3 MILE NORTHWEST ALONG U.S. HIGHWAY
 QC0417'NO. 28 FROM THE POST OFFICE IN DAYVILLE.  IT IS ATOP A ROAD
 QC0417'EMBANKMENT AT A CURVE IN THE HIGHWAY, 40 FEET NORTH OF THE
 QC0417'CENTER OF HIGHWAY NO. 28, 11 FEET SOUTH OF A FENCE, 65 FEET EAST
 QC0417'BY SOUTH OF A FENCE CORNER AT A GATE, 8 FEET SOUTH OF A TELEPHONE
 QC0417'POLE AND 6 FEET SOUTH BY WEST OF A 4 INCH SQUARE WHITE WITNESS
 QC0417'POST PROJECTING ABOUT 2 FEET.  IT IS STAMPED DAYVILLE 1945 AND
 QC0417'PROJECTS ABOUT 2 INCHES.
 QC0417'
 QC0417'REFERENCE MARK NO. 1 IS SOUTH BY WEST OF THE STATION AT THE
 QC0417'BASE OF THE EMBANKMENT, ABOUT 6 FEET LOWER THAN THE STATION AND
 QC0417'21 FEET NORTH OF THE CENTER OF HIGHWAY NO. 28.  IT IS AN OREGON
 QC0417'STATE HIGHWAY DEPT. BENCH MARK DISK SET FLUSH IN THE TOP OF A 6
 QC0417'INCH ROUND TILE FILLED WITH CONCRETE, PROJECTING ABOUT 6 INCHES
 QC0417'AND STAMPED P.I. K415 1945.
 QC0417'
 QC0417'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION, 1 FOOT SOUTH
 QC0417'OF A FENCE, 45 FEET NORTH OF THE CENTER OF HIGHWAY NO. 28 AND
 QC0417'38 FEET EAST OF A FENCE CORNER.  IT IS STAMPED DAYVILLE NO 2 1945
 QC0417'AND PROJECTS ABOUT 1 INCH.
 QC0417'
 QC0417'THE AZIMUTH MARK IS 0.3 MILE WEST BY NORTH OF THE STATION, 38
 QC0417'FEET NORTH OF THE CENTER OF HIGHWAY NO. 28, 3 FEET SOUTH OF A
 QC0417'FENCE AND 3 FEET SOUTHEAST OF A TELEPHONE POLE.  IT IS STAMPED
 QC0417'DAYVILLE 1945 AND PROJECTS ABOUT 2 INCHES.
 QC0417
 QC0417                          STATION RECOVERY (1963)
 QC0417
 QC0417'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FN)
 QC0417'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 QC0417'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK
 QC0417'HAD BEEN UNEARTHED.  ANOTHER AZIMUTH MARK WAS ESTABLISHED.  A
 QC0417'NEW AND COMPLETE DESCRIPTION FOLLOWS.
 QC0417'
 QC0417'THE STATION IS 0.35 MILE NORTHWEST OF THE POST OFFICE AT DAYVILLE
 QC0417'ON THE NORTH RIGHT-OF-WAY OF U.S. HIGHWAY 26.
 QC0417'
 QC0417'THE STATION MARK, STAMPED DAYVILLE 1945, IS A STANDARD DISK SET
 QC0417'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2
 QC0417'INCHES.  IT IS 38 FEET NORTHEAST OF THE CENTER OF U.S. HIGHWAY 26,
 QC0417'27 FEET SOUTHEAST OF A TELEPHONE POLE, 12 FEET SOUTHWEST OF A
 QC0417'BOARD FENCE, 6 FEET SOUTHWEST OF A WOODEN WITNESS POST AND 5 FEET
 QC0417'ABOVE THE LEVEL OF THE HIGHWAY ON THE EMBANKMENT.  (NOTE 1A AND
 QC0417'7A)
 QC0417'
 QC0417'REFERENCE MARK NO. 1, STAMPED PI K 415 1945, IS A STATE HIGHWAY
 QC0417'DEPT. BENCH MARK DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 QC0417'THAT PROJECTS 1 INCH.  IT IS 26 FEET SOUTHWEST OF THE WOODEN
 QC0417'WITNESS POST, 20 FEET NORTHEAST OF THE CENTER OF THE HIGHWAY AND 5
 QC0417'FEET BELOW STATION ELEVATION.
 QC0417'
 QC0417'REFERENCE MARK NO. 2, STAMPED DAYVILLE NO 2 1945, IS A STANDARD
 QC0417'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 QC0417'PROJECTS 2 INCHES.  IT IS 27 FEET NORTHWEST OF THE WITNESS POST
 QC0417'1-1/2 FEET SOUTHWEST OF THE BOARD FENCE AND 1 FOOT BELOW STATION
 QC0417'ELEVATION.  (NOTE 11A)
 QC0417'
 QC0417'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE NORTHWEST
 QC0417'ON U.S. HIGHWAY 26 FOR 0.35 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 QC0417'
 QC0417'THE AZIMUTH MARK, STAMPED DAYVILLE 1945 RESET 1963, IS A
 QC0417'STANDARD DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 QC0417'MONUMENT THAT PROJECTS 1 INCH.  IT IS 56 FEET NORTHWEST OF THE
 QC0417'CENTER OF A GRAVELED ROAD, 34 FEET NORTH OF THE CENTER OF
 QC0417'U.S. HIGHWAY 26, 19 FEET EAST OF A TELEPHONE POLE, 8 FEET
 QC0417'SOUTHWEST OF A FENCE CORNER, 3-1/2 FEET SOUTH OF A FENCE AND 1
 QC0417'FOOT EAST OF A METAL WITNESS POST.  (NOTE 16A).
 QC0417
 QC0417                          STATION RECOVERY (1963)
 QC0417
 QC0417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 QC0417'0.35 MI NW FROM DAYVILLE.
 QC0417'0.35 MILE NORTHWEST OF THE POST OFFICE IN DAYVILLE, A STANDARD
 QC0417'TRIANGULATION STATION MARK DISK SET IN THE TOP OF A 12-INCH SQUARE
 QC0417'CONCRETE POST THAT IS FLUSH WITH THE GROUND.  IT IS 37 FEET NORTH OF
 QC0417'THE CENTER OF THE HIGHWAY 12 FEET SOUTH OF A BOARD FENCE 6 FEET SOUTH
 QC0417'OF A WOODEN WITNESS POST AND ABOUT 4 FEET ABOVE THE LEVEL OF THE
 QC0417'HIGHWAY.
 QC0417
 QC0417                          STATION RECOVERY (1987)
 QC0417
 QC0417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QC0417'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  DELETE--12
 QC0417'FEET SOUTH OF A BOARD GATE, AND 8 FEET SOUTH OF A WOODEN WITNESS
 QC0417'POST.  ADD--0.3 M (1.0 FT) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AI1992 ***********************************************************************
 AI1992  CBN         -  This is a Cooperative Base Network Control Station.
 AI1992  DESIGNATION -  DAYVILLE 2
 AI1992  PID         -  AI1992
 AI1992  STATE/COUNTY-  OR/GRANT
 AI1992  USGS QUAD   -  DAYVILLE (1992)
 AI1992
 AI1992                         *CURRENT SURVEY CONTROL
 AI1992  ___________________________________________________________________
 AI1992* NAD 83(2007)-  44 28 19.99233(N)    119 32 18.61374(W)     ADJUSTED  
 AI1992* NAVD 88     -       732.92   (meters)    2404.6    (feet)  RESET     
 AI1992  ___________________________________________________________________
 AI1992  EPOCH DATE  -        2007.00
 AI1992  X           -  -2,247,812.786 (meters)                     COMP
 AI1992  Y           -  -3,966,773.388 (meters)                     COMP
 AI1992  Z           -   4,446,186.032 (meters)                     COMP
 AI1992  LAPLACE CORR-           3.38  (seconds)                    DEFLEC99
 AI1992  ELLIP HEIGHT-         713.906 (meters)          (02/10/07) ADJUSTED
 AI1992  GEOID HEIGHT-         -18.99  (meters)                     GEOID03
 AI1992
 AI1992  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI1992  Type    PID    Designation                      North   East  Ellip
 AI1992  -------------------------------------------------------------------
 AI1992  NETWORK AI1992 DAYVILLE 2                        0.65   0.49   1.45
 AI1992  -------------------------------------------------------------------
 AI1992  VERT ORDER  -  THIRD
 AI1992
 AI1992.The horizontal coordinates were established by GPS observations
 AI1992.and adjusted by the National Geodetic Survey in February 2007.
 AI1992
 AI1992.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI1992.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI1992.The horizontal coordinates are valid at the epoch date displayed above.
 AI1992.The epoch date for horizontal control is a decimal equivalence
 AI1992.of Year/Month/Day.
 AI1992
 AI1992.The orthometric height was computed from unverified reset data.
 AI1992.No vertical observational check was made to the station.
 AI1992.WARNING-GPS observations at this control monument resulted in a GPS
 AI1992.derived orthometric height which differed from the leveled height by
 AI1992.more than one decimeter (0.1 meter).
 AI1992
 AI1992.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI1992
 AI1992.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1992
 AI1992.The ellipsoidal height was determined by GPS observations
 AI1992.and is referenced to NAD 83.
 AI1992
 AI1992.The geoid height was determined by GEOID03.
 AI1992
 AI1992;                    North         East     Units Scale Factor Converg.
 AI1992;SPC OR N     -    89,970.757 2,576,499.410   MT  0.99996792   +0 40 54.8
 AI1992;SPC OR N     -   295,179.65  8,453,082.05   iFT  0.99996792   +0 40 54.8
 AI1992;UTM  11      - 4,927,457.892   298,097.545   MT  1.00010134   -1 46 44.3
 AI1992
 AI1992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1992!SPC OR N     -   0.99988807  x   0.99996792  =   0.99985600
 AI1992!UTM  11      -   0.99988807  x   1.00010134  =   0.99998940
 AI1992
 AI1992                          SUPERSEDED SURVEY CONTROL
 AI1992
 AI1992  NAD 83(1998)-  44 28 19.99113(N)    119 32 18.61253(W) AD(       ) A
 AI1992  ELLIP H (04/24/00)  713.913  (m)                       GP(       ) 3 1
 AI1992  NAD 83(1991)-  44 28 19.98935(N)    119 32 18.61081(W) AD(       ) B
 AI1992  ELLIP H (10/13/99)  714.034  (m)                       GP(       ) 3 1
 AI1992
 AI1992.Superseded values are not recommended for survey control.
 AI1992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1992.See file dsdata.txt to determine how the superseded data were derived.
 AI1992
 AI1992_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKK9809827458(NAD 83)
 AI1992_MARKER: DH = HORIZONTAL CONTROL DISK
 AI1992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI1992_STAMPING: DAYVILLE 2 1998
 AI1992_MARK LOGO: NGS   
 AI1992_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI1992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI1992+STABILITY: SURFACE MOTION
 AI1992_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1992+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2004
 AI1992
 AI1992  HISTORY     - Date     Condition        Report By
 AI1992  HISTORY     - 1998     MONUMENTED       NGS
 AI1992  HISTORY     - 20040429 GOOD             ORBITE
 AI1992
 AI1992                          STATION DESCRIPTION
 AI1992
 AI1992'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (CLS)
 AI1992'THE STATION IS LOCATED IN DAYVILLE, ON TOP OF THE SOUTHEAST END OF A
 AI1992'HIGHWAY CUT BANK, ON THE OUTSIDE OF A SLIGHT CURVE ON THE NORTHEAST
 AI1992'SIDE OF U.S. HIGHWAY 26.  OWNERSHIP--OREGON STATE DEPARTMENT OF
 AI1992'TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 AI1992'HIGHWAY 26 AND SOUTH FORK ROAD, ON THE EAST EDGE OF DAYVILLE, GO
 AI1992'WESTERLY ON HIGHWAY 26 FOR 0.72 KM (0.45 MI) TO THE STATION ON THE
 AI1992'RIGHT.  FROM THE JUNCTION OF FRANKS CREEK ROAD LEADING NORTH).  THE
 AI1992'STATION IS A STANDARD DISK SET IN TOP OF A 30 CM ROUND CONCRETE
 AI1992'MONUMENT FLUSH WITH THE TOP OF THE BANK.  IT IS 57.3 M (188.0 FT)
 AI1992'EAST-SOUTHEAST FROM THE CENTER OF A GRAVEL DRIVEWAY LEADING NORTH TO A
 AI1992'HOUSE, 13.8 M (45.3 FT) NORTHEAST FROM THE CENTER OF THE HIGHWAY, 12.8
 AI1992'M (42.0 FT) NORTHWEST FROM THE NORTHWEST END OF A LONG GUARD RAIL, 1.6
 AI1992'M (5.2 FT) SOUTHWEST FROM A METAL STATE HIGHWAY RIGHT-OF-WAY PADDLE
 AI1992'SIGN, 0.6 M (2.0 FT) SOUTH-SOUTHWEST FROM THE RIGHT-OF-WAY FENCE, AND
 AI1992'ABOUT 2.0 M (6.6 FT) ABOVE THE HIGHWAY.
 AI1992
 AI1992                          STATION RECOVERY (2004)
 AI1992
 AI1992'RECOVERY NOTE BY ORBITECH INC 2004 (SHG)
 AI1992'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0415 ***********************************************************************
 QC0415  DESIGNATION -  DAYVILLE AZ MK RESET
 QC0415  PID         -  QC0415
 QC0415  STATE/COUNTY-  OR/GRANT
 QC0415  USGS QUAD   -  DAYVILLE (1992)
 QC0415
 QC0415                         *CURRENT SURVEY CONTROL
 QC0415  ___________________________________________________________________
 QC0415* NAD 83(1986)-  44 28 30.     (N)    119 32 40.     (W)     SCALED    
 QC0415* NAVD 88     -       716.790  (meters)    2351.67   (feet)  ADJUSTED  
 QC0415  ___________________________________________________________________
 QC0415  GEOID HEIGHT-         -19.01  (meters)                     GEOID03
 QC0415  DYNAMIC HT  -         716.573 (meters)    2350.96  (feet)  COMP
 QC0415  MODELED GRAV-     980,293.1   (mgal)                       NAVD 88
 QC0415
 QC0415  VERT ORDER  -  FIRST     CLASS II
 QC0415
 QC0415.The horizontal coordinates were scaled from a topographic map and have
 QC0415.an estimated accuracy of +/- 6 seconds.
 QC0415
 QC0415.The orthometric height was determined by differential leveling
 QC0415.and adjusted in June 1991.
 QC0415
 QC0415.The geoid height was determined by GEOID03.
 QC0415
 QC0415.The dynamic height is computed by dividing the NAVD 88
 QC0415.geopotential number by the normal gravity value computed on the
 QC0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0415.degrees latitude (g = 980.6199 gals.).
 QC0415
 QC0415.The modeled gravity was interpolated from observed gravity values.
 QC0415
 QC0415;                    North         East    Units  Estimated Accuracy
 QC0415;SPC OR N     -    90,270.    2,576,020.      MT  (+/- 180 meters Scaled)
 QC0415
 QC0415                          SUPERSEDED SURVEY CONTROL
 QC0415
 QC0415  NGVD 29 (??/??/??)  715.67   (m)         2348.0    (f) RESET       3  
 QC0415
 QC0415.Superseded values are not recommended for survey control.
 QC0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0415.See file dsdata.txt to determine how the superseded data were derived.
 QC0415
 QC0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKK976277(NAD 83)
 QC0415_MARKER: DZ = AZIMUTH MARK DISK
 QC0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0415_SP_SET: SQUARE CONCRETE MONUMENT
 QC0415_STAMPING: DAYVILLE 1945 RESET 1963
 QC0415_MARK LOGO: CGS   
 QC0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0415+STABILITY: SURFACE MOTION
 QC0415_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QC0415+SATELLITE: SATELLITE OBSERVATIONS - July 10, 1987
 QC0415
 QC0415  HISTORY     - Date     Condition        Report By
 QC0415  HISTORY     - 1963     MONUMENTED       CGS
 QC0415  HISTORY     - 1963     GOOD             NGS
 QC0415  HISTORY     - 19870710 GOOD             NGS
 QC0415
 QC0415                          STATION DESCRIPTION
 QC0415
 QC0415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 QC0415'0.7 MI NW FROM DAYVILLE.
 QC0415'0.7 MILE NORTHWEST ALONG U.S. HIGHWAY 26 FROM THE DAYVILLE POST
 QC0415'OFFICE, 56 FEET NORTHWEST OF THE CENTER OF A GRAVELED ROAD, 34 FEET
 QC0415'NORTH OF THE CENTER OF U.S. HIGHWAY 26, 19 FEET EAST OF A TELEPHONE
 QC0415'POLE, 8 FEET SOUTHWEST OF A FENCE CORNER, 3 1/2 FEET SOUTH OF A FENCE
 QC0415'AND 1 FOOT EAST OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 1
 QC0415'INCH.
 QC0415
 QC0415                          STATION RECOVERY (1987)
 QC0415
 QC0415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QC0415'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0418 ***********************************************************************
 QC0418  DESIGNATION -  DAYVILLE RM 2
 QC0418  PID         -  QC0418
 QC0418  STATE/COUNTY-  OR/GRANT
 QC0418  USGS QUAD   -  DAYVILLE (1992)
 QC0418
 QC0418                         *CURRENT SURVEY CONTROL
 QC0418  ___________________________________________________________________
 QC0418* NAD 83(1986)-  44 28 20.     (N)    119 32 18.     (W)     SCALED    
 QC0418* NAVD 88     -       732.743  (meters)    2404.01   (feet)  ADJUSTED  
 QC0418  ___________________________________________________________________
 QC0418  GEOID HEIGHT-         -18.99  (meters)                     GEOID03
 QC0418  DYNAMIC HT  -         732.522 (meters)    2403.28  (feet)  COMP
 QC0418  MODELED GRAV-     980,293.0   (mgal)                       NAVD 88
 QC0418
 QC0418  VERT ORDER  -  FIRST     CLASS II
 QC0418
 QC0418.The horizontal coordinates were scaled from a topographic map and have
 QC0418.an estimated accuracy of +/- 6 seconds.
 QC0418
 QC0418.The orthometric height was determined by differential leveling
 QC0418.and adjusted in June 1991.
 QC0418
 QC0418.The geoid height was determined by GEOID03.
 QC0418
 QC0418.The dynamic height is computed by dividing the NAVD 88
 QC0418.geopotential number by the normal gravity value computed on the
 QC0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0418.degrees latitude (g = 980.6199 gals.).
 QC0418
 QC0418.The modeled gravity was interpolated from observed gravity values.
 QC0418
 QC0418;                    North         East    Units  Estimated Accuracy
 QC0418;SPC OR N     -    89,970.    2,576,510.      MT  (+/- 180 meters Scaled)
 QC0418
 QC0418                          SUPERSEDED SURVEY CONTROL
 QC0418
 QC0418  NGVD 29 (??/??/92)  731.616  (m)         2400.31   (f) ADJ UNCH    1 2
 QC0418
 QC0418.Superseded values are not recommended for survey control.
 QC0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0418.See file dsdata.txt to determine how the superseded data were derived.
 QC0418
 QC0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKK981274(NAD 83)
 QC0418_MARKER: DR = REFERENCE MARK DISK
 QC0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0418_SP_SET: SQUARE CONCRETE MONUMENT
 QC0418_STAMPING: DAYVILLE NO 2 1945
 QC0418_MARK LOGO: CGS   
 QC0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0418+STABILITY: SURFACE MOTION
 QC0418_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QC0418+SATELLITE: SATELLITE OBSERVATIONS - October 07, 1987
 QC0418
 QC0418  HISTORY     - Date     Condition        Report By
 QC0418  HISTORY     - 1945     MONUMENTED       CGS
 QC0418  HISTORY     - 1963     GOOD             NGS
 QC0418  HISTORY     - 19871007 GOOD             NGS
 QC0418
 QC0418                          STATION DESCRIPTION
 QC0418
 QC0418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 QC0418'0.35 MI NW FROM DAYVILLE.
 QC0418'0.35 MILE NORTHWEST OF THE POST OFFICE IN DAYVILLE, A STANDARD
 QC0418'REFERENCE MARK DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 QC0418'MONUMENT THAT IS FLUSH WITH THE GROUND, 44 FEET NORTH OF THE CENTER OF
 QC0418'THE HIGHWAY 27 FEET WEST OF THE WOODEN WITNESS POST AND 1 1/2 FEET
 QC0418'SOUTH OF THE BOARD FENCE.
 QC0418
 QC0418                          STATION RECOVERY (1987)
 QC0418
 QC0418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QC0418'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  THE BOARD
 QC0418'FENCE MENTIONED IN THE ORIGINAL DESCRIPTION HAS BEEN REPLACED WITH A
 QC0418'WIRE FENCE.  NOTE--NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0279 ***********************************************************************
 PC0279  DESIGNATION -  DD 102
 PC0279  PID         -  PC0279
 PC0279  STATE/COUNTY-  OR/DOUGLAS
 PC0279  USGS QUAD   -  DRAIN (1987)
 PC0279
 PC0279                         *CURRENT SURVEY CONTROL
 PC0279  ___________________________________________________________________
 PC0279* NAD 83(1986)-  43 37 49.     (N)    123 17 48.     (W)     SCALED    
 PC0279* NAVD 88     -       102.077  (meters)     334.90   (feet)  ADJUSTED  
 PC0279  ___________________________________________________________________
 PC0279  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 PC0279  DYNAMIC HT  -         102.063 (meters)     334.85  (feet)  COMP
 PC0279  MODELED GRAV-     980,477.6   (mgal)                       NAVD 88
 PC0279
 PC0279  VERT ORDER  -  FIRST     CLASS II
 PC0279
 PC0279.The horizontal coordinates were scaled from a topographic map and have
 PC0279.an estimated accuracy of +/- 6 seconds.
 PC0279
 PC0279.The orthometric height was determined by differential leveling
 PC0279.and adjusted in June 1991.
 PC0279
 PC0279.The geoid height was determined by GEOID03.
 PC0279
 PC0279.The dynamic height is computed by dividing the NAVD 88
 PC0279.geopotential number by the normal gravity value computed on the
 PC0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0279.degrees latitude (g = 980.6199 gals.).
 PC0279
 PC0279.The modeled gravity was interpolated from observed gravity values.
 PC0279
 PC0279;                    North         East    Units  Estimated Accuracy
 PC0279;SPC OR S     -   221,890.    1,274,360.      MT  (+/- 180 meters Scaled)
 PC0279
 PC0279                          SUPERSEDED SURVEY CONTROL
 PC0279
 PC0279  NGVD 29 (??/??/92)  100.980  (m)          331.30   (f) ADJ UNCH    1 2
 PC0279
 PC0279.Superseded values are not recommended for survey control.
 PC0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0279.See file dsdata.txt to determine how the superseded data were derived.
 PC0279
 PC0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP760308(NAD 83)
 PC0279_MARKER: DD = SURVEY DISK
 PC0279_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PC0279_SP_SET: HEADWALL
 PC0279_STAMPING: DD 102 331 1934
 PC0279_MARK LOGO: ORHD  
 PC0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0279+STABILITY: SURFACE MOTION
 PC0279
 PC0279  HISTORY     - Date     Condition        Report By
 PC0279  HISTORY     - 1934     MONUMENTED       ORDT
 PC0279  HISTORY     - 1954     GOOD             NGS
 PC0279  HISTORY     - 1987     GOOD             NGS
 PC0279
 PC0279                          STATION DESCRIPTION
 PC0279
 PC0279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 PC0279'3.0 MI S FROM DRAIN.
 PC0279'3.0 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 PC0279'STATION AT DRAIN, AT MILEAGE 606.04, ALONG U. S. HIGHWAY 99, AT THE
 PC0279'JUNCTION OF A TRACK ROAD LEADING WEST TO A FARMHOUSE, AT A CONCRETE
 PC0279'BOX CULVERT UNDER THE HIGHWAY, IN THE TOP OF THE WEST CONCRETE HEAD
 PC0279'WALL, 30 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD, 22 1/2 FEET
 PC0279'WEST OF THE CENTER LINE OF THE HIGHWAY, 1.0 FOOT SOUTH OF THE NORTH
 PC0279'END OF THE HEAD WALL, AND ABOUT LEVEL WITH THE HIGHWAY.
 PC0279
 PC0279                          STATION RECOVERY (1987)
 PC0279
 PC0279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PC0279'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  5.0 KM
 PC0279'(3.10 MI) SOUTHERLY ALONG STATE HIGHWAY 99 FROM THE EAST JUNCTION OF B
 PC0279'STREET IN DRAIN, IN TOP OF AND 0.35 M (1.1 FT) SOUTH OF THE NORTH END
 PC0279'OF THE WEST CONCRETE HEADWALL OF A BOX CULVERT, 27.2 M (89.2 FT)
 PC0279'SOUTH OF UTILITY POLE NUMBER 5-54, 9.3 M (30.5 FT) NORTH OF THE
 PC0279'CENTER OF A DRIVEWAY LEADING WEST TO A FARM HOUSE, 7.3 M (24.0 FT)
 PC0279'WEST OF THE CENTERLINE OF THE HIGHWAY, AND 3.7 M (12.1 FT) NORTH OF
 PC0279'MILEPOST 2.
 PC0279'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1464 ***********************************************************************
 RC1464  DESIGNATION -  DD 109
 RC1464  PID         -  RC1464
 RC1464  STATE/COUNTY-  OR/HOOD RIVER
 RC1464  USGS QUAD   -  PARKDALE (1994)
 RC1464
 RC1464                         *CURRENT SURVEY CONTROL
 RC1464  ___________________________________________________________________
 RC1464* NAD 83(1986)-  45 35 20.     (N)    121 33 00.     (W)     SCALED    
 RC1464* NAVD 88     -       480.264  (meters)    1575.67   (feet)  ADJUSTED  
 RC1464  ___________________________________________________________________
 RC1464  GEOID HEIGHT-         -21.35  (meters)                     GEOID03
 RC1464  DYNAMIC HT  -         480.203 (meters)    1575.47  (feet)  COMP
 RC1464  MODELED GRAV-     980,475.5   (mgal)                       NAVD 88
 RC1464
 RC1464  VERT ORDER  -  SECOND    CLASS 0
 RC1464
 RC1464.The horizontal coordinates were scaled from a topographic map and have
 RC1464.an estimated accuracy of +/- 6 seconds.
 RC1464
 RC1464.The orthometric height was determined by differential leveling
 RC1464.and adjusted in June 1991.
 RC1464
 RC1464.The geoid height was determined by GEOID03.
 RC1464
 RC1464.The dynamic height is computed by dividing the NAVD 88
 RC1464.geopotential number by the normal gravity value computed on the
 RC1464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1464.degrees latitude (g = 980.6199 gals.).
 RC1464
 RC1464.The modeled gravity was interpolated from observed gravity values.
 RC1464
 RC1464;                    North         East    Units  Estimated Accuracy
 RC1464;SPC OR N     -   214,140.    2,418,070.      MT  (+/- 180 meters Scaled)
 RC1464
 RC1464                          SUPERSEDED SURVEY CONTROL
 RC1464
 RC1464  NGVD 29 (??/??/92)  479.22   (m)         1572.2    (f) COMPUTED    2 0
 RC1464
 RC1464.Superseded values are not recommended for survey control.
 RC1464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1464.See file dsdata.txt to determine how the superseded data were derived.
 RC1464
 RC1464_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR131493(NAD 83)
 RC1464_MARKER: DD = SURVEY DISK
 RC1464_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RC1464_SP_SET: CULVERT
 RC1464_STAMPING: DD 109 1934
 RC1464_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC1464
 RC1464  HISTORY     - Date     Condition        Report By
 RC1464  HISTORY     - 1934     MONUMENTED       ORDT
 RC1464  HISTORY     - 1961     GOOD             NGS
 RC1464  HISTORY     - 19911101 MARK NOT FOUND   USGS-R
 RC1464
 RC1464                          STATION DESCRIPTION
 RC1464
 RC1464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RC1464'3.7 MI N FROM MT. HOOD.
 RC1464'REACHED FROM THE POST OFFICE AT MT. HOOD GO NORTH ON STATE HIGHWAY 35
 RC1464'FOR 3.7 MILES TO A CONCRETE CULVERT OVER AN IRRIGATION DITCH, THIS IS
 RC1464'ABOUT 0.2 MILE NORTH OF A TAVERN ON THE WEST SIDE OF THE HIGHWAY.
 RC1464'LOCATED ABOUT 15 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, IN THE
 RC1464'SOUTHWEST CORNER OF THE WEST PARAPET, AND ABOUT 2- FEET LOWER THAN THE
 RC1464'ROAD WAY.
 RC1464
 RC1464                          STATION RECOVERY (1991)
 RC1464
 RC1464'RECOVERY NOTE BY USGS ROCKY MOUNTAIN MAPPING CENTER 1991 (AJ)
 RC1464'HIGHWAY CONSTRUCTION IN THE AREA
 RC1464' 
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0821 ***********************************************************************
 QD0821  DESIGNATION -  DD 241
 QD0821  PID         -  QD0821
 QD0821  STATE/COUNTY-  OR/DESCHUTES
 QD0821  USGS QUAD   -  BEND (1981)
 QD0821
 QD0821                         *CURRENT SURVEY CONTROL
 QD0821  ___________________________________________________________________
 QD0821* NAD 83(1986)-  44 05 58.     (N)    121 18 04.     (W)     SCALED    
 QD0821* NAVD 88     -      1070.88   (+/-2cm)    3513.4    (feet)  VERTCON   
 QD0821  ___________________________________________________________________
 QD0821  GEOID HEIGHT-         -21.03  (meters)                     GEOID03
 QD0821  VERT ORDER  -  THIRD (See Below)
 QD0821
 QD0821.The horizontal coordinates were scaled from a topographic map and have
 QD0821.an estimated accuracy of +/- 6 seconds.
 QD0821
 QD0821.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD0821.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD0821.The vertical order pertains to the NGVD 29 superseded value.
 QD0821
 QD0821.The geoid height was determined by GEOID03.
 QD0821
 QD0821;                    North         East    Units  Estimated Accuracy
 QD0821;SPC OR S     -   270,560.    1,435,850.      MT  (+/- 180 meters Scaled)
 QD0821
 QD0821                          SUPERSEDED SURVEY CONTROL
 QD0821
 QD0821  NGVD 29 (??/??/??) 1069.72   (m)         3509.6    (f) RESET       3  
 QD0821
 QD0821.Superseded values are not recommended for survey control.
 QD0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0821.See file dsdata.txt to determine how the superseded data were derived.
 QD0821
 QD0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP359843(NAD 83)
 QD0821_MARKER: DD = SURVEY DISK
 QD0821_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QD0821_SP_SET: SYPHON BOX
 QD0821_STAMPING: DD 241 1941
 QD0821_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0821
 QD0821  HISTORY     - Date     Condition        Report By
 QD0821  HISTORY     - 1941     MONUMENTED       ORDT
 QD0821  HISTORY     - 1942     GOOD             NGS
 QD0821  HISTORY     - 1968     GOOD             NGS
 QD0821  HISTORY     - 19880721 MARK NOT FOUND   NGS
 QD0821
 QD0821                          STATION DESCRIPTION
 QD0821
 QD0821'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 QD0821'2.95 MI N FROM BEND.
 QD0821'ABOUT 2.95 MILES NORTH OF BEND ON THE DALLES-CALIFORNIA HIGHWAY, NEAR
 QD0821'MILEAGE 136.8, WEST SIDE OF HIGHWAY, TOP OF NORTHEAST CORNER OF SYPHON
 QD0821'BOX.  DISK STAMPED DD 241 1941.  ELEVATION IS 8.862 FEET LOWER THAN C
 QD0821'241, WHICH IS 0.2 MILE SOUTHWARD.
 QD0821
 QD0821                          STATION RECOVERY (1968)
 QD0821
 QD0821'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 QD0821'RECOVERED IN GOOD CONDITION.
 QD0821
 QD0821                          STATION RECOVERY (1988)
 QD0821
 QD0821'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QD0821'THERE HAS BEEN ROAD CONSTRUCTION AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0291 ***********************************************************************
 RC0291  DESIGNATION -  DD 40
 RC0291  PID         -  RC0291
 RC0291  STATE/COUNTY-  OR/GILLIAM
 RC0291  USGS QUAD   -  CONDON (1987)
 RC0291
 RC0291                         *CURRENT SURVEY CONTROL
 RC0291  ___________________________________________________________________
 RC0291* NAD 83(1986)-  45 14 12.     (N)    120 10 59.     (W)     SCALED    
 RC0291* NAVD 88     -       873.869  (meters)    2867.02   (feet)  ADJUSTED  
 RC0291  ___________________________________________________________________
 RC0291  GEOID HEIGHT-         -20.50  (meters)                     GEOID03
 RC0291  DYNAMIC HT  -         873.697 (meters)    2866.45  (feet)  COMP
 RC0291  MODELED GRAV-     980,389.6   (mgal)                       NAVD 88
 RC0291
 RC0291  VERT ORDER  -  FIRST     CLASS II
 RC0291
 RC0291.The horizontal coordinates were scaled from a topographic map and have
 RC0291.an estimated accuracy of +/- 6 seconds.
 RC0291
 RC0291.The orthometric height was determined by differential leveling
 RC0291.and adjusted in June 1991.
 RC0291
 RC0291.The geoid height was determined by GEOID03.
 RC0291
 RC0291.The dynamic height is computed by dividing the NAVD 88
 RC0291.geopotential number by the normal gravity value computed on the
 RC0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0291.degrees latitude (g = 980.6199 gals.).
 RC0291
 RC0291.The modeled gravity was interpolated from observed gravity values.
 RC0291
 RC0291;                    North         East    Units  Estimated Accuracy
 RC0291;SPC OR N     -   174,510.    2,524,880.      MT  (+/- 180 meters Scaled)
 RC0291
 RC0291                          SUPERSEDED SURVEY CONTROL
 RC0291
 RC0291  NGVD 29 (??/??/92)  872.775  (m)         2863.43   (f) ADJ UNCH    1 2
 RC0291
 RC0291.Superseded values are not recommended for survey control.
 RC0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0291.See file dsdata.txt to determine how the superseded data were derived.
 RC0291
 RC0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGR211131(NAD 83)
 RC0291_MARKER: DB = BENCH MARK DISK
 RC0291_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RC0291_SP_SET: CULVERT
 RC0291_STAMPING: DD 40 1930 2863.561
 RC0291_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC0291
 RC0291  HISTORY     - Date     Condition        Report By
 RC0291  HISTORY     - 1930     MONUMENTED       CGS
 RC0291  HISTORY     - 1962     MARK NOT FOUND   NGS
 RC0291  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RC0291
 RC0291                          STATION DESCRIPTION
 RC0291
 RC0291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RC0291'IN CONDON.
 RC0291'AT CONDON, GILLIAM COUNTY, ON WALNUT STREET (JOHN DAY HIGHWAY), IN
 RC0291'CENTER OF THE SOUTH HEADWALL OF A HIGHWAY CULVERT, 57 PACES EAST OF
 RC0291'THE CENTER LINE OF WARD STREET, 30 PACES WEST OF THE CENTER LINE OF
 RC0291'EAST STREET, 30 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 18.4
 RC0291'FEET SOUTHEAST OF A HIGHWAY SIGN INDICATING TURN IN HIGHWAY, A
 RC0291'STANDARD BRONZE DISK.
 RC0291
 RC0291                          STATION RECOVERY (1987)
 RC0291
 RC0291'RECOVERY NOTE BY US POWER SQUADRON 1987 (RCC)
 RC0291'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0155 ***********************************************************************
 QC0155  DESIGNATION -  DD 71
 QC0155  PID         -  QC0155
 QC0155  STATE/COUNTY-  OR/GRANT
 QC0155  USGS QUAD   -  SENECA (1990)
 QC0155
 QC0155                         *CURRENT SURVEY CONTROL
 QC0155  ___________________________________________________________________
 QC0155* NAD 83(1986)-  44 07 30.     (N)    118 58 28.     (W)     SCALED    
 QC0155* NAVD 88     -      1424.081  (meters)    4672.17   (feet)  ADJUSTED  
 QC0155  ___________________________________________________________________
 QC0155  GEOID HEIGHT-         -18.11  (meters)                     GEOID03
 QC0155  DYNAMIC HT  -        1423.415 (meters)    4669.99  (feet)  COMP
 QC0155  MODELED GRAV-     980,100.7   (mgal)                       NAVD 88
 QC0155
 QC0155  VERT ORDER  -  FIRST     CLASS II
 QC0155
 QC0155.The horizontal coordinates were scaled from a topographic map and have
 QC0155.an estimated accuracy of +/- 6 seconds.
 QC0155
 QC0155.The orthometric height was determined by differential leveling
 QC0155.and adjusted in June 1991.
 QC0155
 QC0155.The geoid height was determined by GEOID03.
 QC0155
 QC0155.The dynamic height is computed by dividing the NAVD 88
 QC0155.geopotential number by the normal gravity value computed on the
 QC0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0155.degrees latitude (g = 980.6199 gals.).
 QC0155
 QC0155.The modeled gravity was interpolated from observed gravity values.
 QC0155
 QC0155;                    North         East    Units  Estimated Accuracy
 QC0155;SPC OR N     -    52,090.    2,622,100.      MT  (+/- 180 meters Scaled)
 QC0155
 QC0155                          SUPERSEDED SURVEY CONTROL
 QC0155
 QC0155  NGVD 29 (??/??/92) 1422.836  (m)         4668.09   (f) ADJ UNCH    1 2
 QC0155
 QC0155.Superseded values are not recommended for survey control.
 QC0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0155.See file dsdata.txt to determine how the superseded data were derived.
 QC0155
 QC0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ420876(NAD 83)
 QC0155_MARKER: DD = SURVEY DISK
 QC0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0155_SP_SET: CONCRETE POST
 QC0155_STAMPING: DD 71 35 198 1931
 QC0155_MARK LOGO: BPR   
 QC0155_MAGNETIC: N = NO MAGNETIC MATERIAL
 QC0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0155+STABILITY: SURFACE MOTION
 QC0155_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QC0155+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2005
 QC0155
 QC0155  HISTORY     - Date     Condition        Report By
 QC0155  HISTORY     - 1931     MONUMENTED       BPR
 QC0155  HISTORY     - 1962     GOOD             NGS
 QC0155  HISTORY     - 1985     GOOD             NGS
 QC0155  HISTORY     - 20050411 GOOD             NGS
 QC0155
 QC0155                          STATION DESCRIPTION
 QC0155
 QC0155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 QC0155'0.8 MI S FROM SENECA.
 QC0155'FROM THE POST OFFICE AT SENECA GO SOUTH ON U.S. HIGHWAY 396 TO THE
 QC0155'SOUTHEAST END OF A LONG CURVE, 42 FEET NORTHEAST OF THE CENTER LINE OF
 QC0155'THE HIGHWAY, 102 FEET WEST OF A HIGHWAY CURVE SIGN, AND 1 FOOT SOUTH
 QC0155'OF A METAL WITNESS POST.  TOP OF THE CONCRETE POST IS PROJECTING ABOUT
 QC0155'1-FOOT ABOVE GROUND AND IS ABOUT 3 FEET ABOVE THE CENTER LINE OF THE
 QC0155'HIGHWAY.
 QC0155
 QC0155                          STATION RECOVERY (1985)
 QC0155
 QC0155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QC0155'RECOVERED IN GOOD CONDITION.
 QC0155
 QC0155                          STATION RECOVERY (2005)
 QC0155
 QC0155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (JMW)
 QC0155'1.3 KM SOUTHERLY ALONG U.S. HIGHWAY 395 FROM THE POST OFFICE IN
 QC0155'SENECA, NEAR THE SOUTH  END OF A LONG CURVE, 32.0 M WEST OF A HIGHWAY
 QC0155'CURVE SIGN, 13.1 M NORTHWEST OF THE  HIGHWAY CENTERLINE, 0.9 M ABOVE
 QC0155'THE LEVEL OF THE HIGHWAY, 0.3 M SOUTH OF A METAL POST, 0.1  M WEST OF
 QC0155'A WITNESS POST, AND THE  MONUMENT PROJECTS 0.3 M ABOVE THE GROUND
 QC0155'SURFACE.   NOTE--THE MONUMENT IS ON THE HIGHWAY RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0633 ***********************************************************************
 RA0633  DESIGNATION -  DD 84
 RA0633  PID         -  RA0633
 RA0633  STATE/COUNTY-  OR/WALLOWA
 RA0633  USGS QUAD   -  EVANS (1990)
 RA0633
 RA0633                         *CURRENT SURVEY CONTROL
 RA0633  ___________________________________________________________________
 RA0633* NAD 83(1986)-  45 32 27.     (N)    117 29 24.     (W)     SCALED    
 RA0633* NAVD 88     -       929.543  (meters)    3049.68   (feet)  ADJUSTED  
 RA0633  ___________________________________________________________________
 RA0633  GEOID HEIGHT-         -16.86  (meters)                     GEOID03
 RA0633  DYNAMIC HT  -         929.318 (meters)    3048.94  (feet)  COMP
 RA0633  MODELED GRAV-     980,343.4   (mgal)                       NAVD 88
 RA0633
 RA0633  VERT ORDER  -  SECOND    CLASS 0
 RA0633
 RA0633.The horizontal coordinates were scaled from a topographic map and have
 RA0633.an estimated accuracy of +/- 6 seconds.
 RA0633
 RA0633.The orthometric height was determined by differential leveling
 RA0633.and adjusted in June 1991.
 RA0633
 RA0633.The geoid height was determined by GEOID03.
 RA0633
 RA0633.The dynamic height is computed by dividing the NAVD 88
 RA0633.geopotential number by the normal gravity value computed on the
 RA0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0633.degrees latitude (g = 980.6199 gals.).
 RA0633
 RA0633.The modeled gravity was interpolated from observed gravity values.
 RA0633
 RA0633;                    North         East    Units  Estimated Accuracy
 RA0633;SPC OR N     -   212,640.    2,735,010.      MT  (+/- 180 meters Scaled)
 RA0633
 RA0633                          SUPERSEDED SURVEY CONTROL
 RA0633
 RA0633  NGVD 29 (??/??/92)  928.399  (m)         3045.92   (f) ADJ UNCH    2 0
 RA0633
 RA0633.Superseded values are not recommended for survey control.
 RA0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0633.See file dsdata.txt to determine how the superseded data were derived.
 RA0633
 RA0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML617431(NAD 83)
 RA0633_MARKER: DB = BENCH MARK DISK
 RA0633_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RA0633_SP_SET: CYLINDER
 RA0633_STAMPING: DD 84 1934
 RA0633_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RA0633
 RA0633  HISTORY     - Date     Condition        Report By
 RA0633  HISTORY     - 1934     MONUMENTED       CGS
 RA0633
 RA0633                          STATION DESCRIPTION
 RA0633
 RA0633'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RA0633'4.8 MI NW FROM LOSTINE.
 RA0633'4.8 MILES NORTHWEST ALONG STATE HWY. 82 FROM POST OFFICE ALONG THE
 RA0633'RIGHT OF WAY OF STATE HWY. 82, 14.7 FEET S.E. OF PACIFIC POWER AND CO.
 RA0633'POWER LINE POLE NO. 806, 38 FEET S.W. OF THE CENTERLINE OF HIGHWAY, 4
 RA0633'FEET S.E. OF FENCE CORNER. THE CENTERLINE OF HIGHWAY, 4 FEET S.E. OF
 RA0633'FENCE CORNER.  NOTE-- DISC LOOSE IN CYLINDER AND IS NOT RELIABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2374 ***********************************************************************
 QE2374  DESIGNATION -  DEAD
 QE2374  PID         -  QE2374
 QE2374  STATE/COUNTY-  OR/LINCOLN
 QE2374  USGS QUAD   -  TOLEDO SOUTH (1984)
 QE2374
 QE2374                         *CURRENT SURVEY CONTROL
 QE2374  ___________________________________________________________________
 QE2374* NAD 83(1991)-  44 35 21.07105(N)    123 57 04.21477(W)     ADJUSTED  
 QE2374* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 QE2374  ___________________________________________________________________
 QE2374  LAPLACE CORR-          15.22  (seconds)                    DEFLEC99
 QE2374  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 QE2374  HORZ ORDER  -  THIRD
 QE2374
 QE2374.The horizontal coordinates were established by classical geodetic methods
 QE2374.and adjusted by the National Geodetic Survey in October 1991.
 QE2374
 QE2374.The orthometric height was scaled from a topographic map.
 QE2374
 QE2374.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2374
 QE2374.The geoid height was determined by GEOID03.
 QE2374
 QE2374;                    North         East     Units Scale Factor Converg.
 QE2374;SPC OR N     -   108,364.733 2,226,046.948   MT  0.99994539   -2 26 51.1
 QE2374;SPC OR N     -   355,527.34  7,303,303.64   iFT  0.99994539   -2 26 51.1
 QE2374;UTM  10      - 4,937,755.837   424,499.372   MT  0.99967010   -0 40 04.0
 QE2374
 QE2374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2374!SPC OR N     -   1.00000302  x   0.99994539  =   0.99994841
 QE2374!UTM  10      -   1.00000302  x   0.99967010  =   0.99967312
 QE2374
 QE2374:                Primary Azimuth Mark                     Grid Az
 QE2374:SPC OR N     -  GRASS                                    074 01 19.5
 QE2374:UTM  10      -  GRASS                                    072 14 32.4
 QE2374
 QE2374|---------------------------------------------------------------------|
 QE2374| PID    Reference Object                     Distance      Geod. Az  |
 QE2374|                                                           dddmmss.s |
 QE2374| QE2345 GRASS                               APPROX. 0.5 KM 0713428.4 |
 QE2374| QE2393 YAQUINA RIVER LIGHT 42              APPROX. 0.6 KM 1070832.2 |
 QE2374| QE2366 ALDER                               411.161 METERS 1702913.9 |
 QE2374|---------------------------------------------------------------------|
 QE2374
 QE2374                          SUPERSEDED SURVEY CONTROL
 QE2374
 QE2374  NAD 83(1986)-  44 35 21.10815(N)    123 57 04.27992(W) AD(       ) 3
 QE2374  NAD 27      -  44 35 21.71300(N)    123 56 59.90500(W) AD(       ) 3
 QE2374
 QE2374.Superseded values are not recommended for survey control.
 QE2374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2374.See file dsdata.txt to determine how the superseded data were derived.
 QE2374
 QE2374_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ2449937756(NAD 83)
 QE2374_MARKER: Z = SEE DESCRIPTION
 QE2374_SETTING: 0 = UNSPECIFIED SETTING
 QE2374_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE2374
 QE2374  HISTORY     - Date     Condition        Report By
 QE2374  HISTORY     - 1914     MONUMENTED       CGS
 QE2374  HISTORY     - 1934     SEE DESCRIPTION  ORGS
 QE2374  HISTORY     - 1953     SEE DESCRIPTION  CGS
 QE2374  HISTORY     - 1974     SEE DESCRIPTION  NGS
 QE2374
 QE2374                          STATION DESCRIPTION
 QE2374
 QE2374'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (JWM)
 QE2374'THE STATION IS ON THE W END OF A LARGE MARSH WHICH EXTENDS NEARLY
 QE2374'FROM THE MONTGOMERY HOUSE TO THE STATION, NEAR THE HIGH-WATER
 QE2374'LINE.  THERE ARE MANY LARGE DEAD TREE TRUNKS ALONG THE SHORE.
 QE2374'
 QE2374'THE STATION IS MARKED BY A BOTTLE SET 3 FEET BELOW THE SURFACE,
 QE2374'AND AT THE SURFACE BY A STANDARD DISK IN A CYLINDRICAL BED OF
 QE2374'CONCRETE 8 INCHES IN DIAMETER BY 2 FEET DEEP.
 QE2374'
 QE2374'THE REFERENCE MARK IS A STANDARD DISK SET IN CONCRETE, 6.10
 QE2374'METERS N (MAGNETIC).
 QE2374
 QE2374                          STATION RECOVERY (1934)
 QE2374
 QE2374'RECOVERY NOTE BY OREGON GEODETIC SURVEY 1934
 QE2374'STATION IS LOCATED ABOUT 150 FEET FROM MAIN SHORE, 6 FEET FROM
 QE2374'MARSH BANK BETWEEN 2 LARGE LOGS.  CONDITION GOOD.  WITNESS STAKE
 QE2374'SET.  COULD NOT LOCATE REFERENCE MARKS.
 QE2374
 QE2374                          STATION RECOVERY (1953)
 QE2374
 QE2374'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (FAR)
 QE2374'THE STATION AND THE REFERENCE MARK WERE RECOVERED IN GOOD
 QE2374'CONDITION.  THE DISTANCE TO THE REFERENCE MARK WAS MEASURED AND
 QE2374'FOUND TO BE CORRECT.  THE ORIGINAL DESCRIPTION IS INADEQUATE.  A
 QE2374'NEW DESCRIPTION FOLLOWS--
 QE2374'
 QE2374'THE STATION IS 2 MI. S OF TOLEDO, ON THE N SIDE OF THE YAQUINA
 QE2374'RIVER.  IT IS ON THE W SIDE OF AN EXTENSIVE GRASSY MARSH BORDERING
 QE2374'THE RIVER, AT A POINT IMMEDIATELY S OF A STAND OF TREES ON HIGH
 QE2374'GROUND, ON THE S SIDE OF THE TOLEDO-NEWPORT ROAD.  IT IS 130
 QE2374'FT. SW OF A 4-FT. TRIANGULAR-BLAZED CONIFER, 93 FT. SE OF A
 QE2374'9-IN. TRIANGULAR-BLAZED CONIFER AT THE EXTREME W END OF THE
 QE2374'MARSH, 52 FT. W OF A 2-IN. IRON PIPE PROJECTING 3 IN., AND 18 FT.
 QE2374'N OF A 2- BY 4-IN. TIMBER WITNESS POST PROJECTING 3 FT.
 QE2374'
 QE2374'BOTH THE STATION AND THE REFERENCE MARK ARE FLUSH WITH THE
 QE2374'GROUND.  NEITHER MARK IS STAMPED.
 QE2374
 QE2374                          STATION RECOVERY (1974)
 QE2374
 QE2374'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 QE2374'THE STATION MARK, AND REFERENCE MARK WAS SEARCHED FOR, BUT NEITHER
 QE2374'MARK WAS RECOVERED.  THEY ARE NOT BELIEVED TO BE DESTROYED.  THE
 QE2374'BLAZED TREES WERE NOT FOUND, AND THE STORM TIDES HAVE DEPOSITED
 QE2374'DEBRIS ON THE MARSH MAKING RECOVERY DIFFICULT.
 QE2374'
 QE2374'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QE2374'2-1/2 MILES SOUTH-SOUTHWEST OF TOLEDO.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0848 ***********************************************************************
 NY0848  DESIGNATION -  DEAD INDIAN
 NY0848  PID         -  NY0848
 NY0848  STATE/COUNTY-  OR/LAKE
 NY0848  USGS QUAD   -  SUMMER LAKE (1980)
 NY0848
 NY0848                         *CURRENT SURVEY CONTROL
 NY0848  ___________________________________________________________________
 NY0848* NAD 83(1991)-  42 59 00.64017(N)    120 49 45.38834(W)     ADJUSTED  
 NY0848* NAVD 88     -      2152.3    (meters)    7061.     (feet)  VERTCON   
 NY0848  ___________________________________________________________________
 NY0848  LAPLACE CORR-          -3.57  (seconds)                    DEFLEC99
 NY0848  GEOID HEIGHT-         -20.58  (meters)                     GEOID03
 NY0848  HORZ ORDER  -  SECOND
 NY0848
 NY0848.The horizontal coordinates were established by classical geodetic methods
 NY0848.and adjusted by the National Geodetic Survey in October 1991.
 NY0848
 NY0848.The NAVD 88 height was computed by applying the VERTCON shift value to
 NY0848.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NY0848
 NY0848.The Laplace correction was computed from DEFLEC99 derived deflections.
 NY0848
 NY0848.The geoid height was determined by GEOID03.
 NY0848
 NY0848;                    North         East     Units Scale Factor Converg.
 NY0848;SPC OR S     -   146,330.827 1,473,146.217   MT  0.99989980   -0 13 31.0
 NY0848;SPC OR S     -   480,088.02  4,833,156.88   iFT  0.99989980   -0 13 31.0
 NY0848;UTM  10      - 4,761,270.079   676,982.609   MT  0.99998535   +1 28 49.3
 NY0848
 NY0848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NY0848!SPC OR S     -   0.99966581  x   0.99989980  =   0.99956564
 NY0848!UTM  10      -   0.99966581  x   0.99998535  =   0.99965117
 NY0848
 NY0848|---------------------------------------------------------------------|
 NY0848| PID    Reference Object                     Distance      Geod. Az  |
 NY0848|                                                           dddmmss.s |
 NY0848| CD6353 DEAD INDIAN RM 1                      4.000 METERS 02154     |
 NY0848| CD6352 DEAD INDIAN AZ MK                                  0420321.8 |
 NY0848| NY0853 FREMONT POINT LOOKOUT TOWER         APPROX.13.1 KM 1813855.8 |
 NY0848| CD6355 DEAD INDIAN RM 3                      6.534 METERS 22411     |
 NY0848| CD6354 DEAD INDIAN RM 2                      6.544 METERS 22416     |
 NY0848|---------------------------------------------------------------------|
 NY0848
 NY0848                          SUPERSEDED SURVEY CONTROL
 NY0848
 NY0848  NAD 83(1986)-  42 59 00.64934(N)    120 49 45.39703(W) AD(       ) 2
 NY0848  NAD 27      -  42 59 01.12100(N)    120 49 41.45400(W) AD(       ) 2
 NY0848  NGVD 29 (07/19/86) 2151.0    (m)         7057.     (f) VERT ANG    3  
 NY0848
 NY0848.Superseded values are not recommended for survey control.
 NY0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0848.See file dsdata.txt to determine how the superseded data were derived.
 NY0848
 NY0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFN7698361270(NAD 83)
 NY0848_MARKER: Z = SEE DESCRIPTION
 NY0848_SETTING: 0 = UNSPECIFIED SETTING
 NY0848
 NY0848  HISTORY     - Date     Condition        Report By
 NY0848  HISTORY     - 1948     MONUMENTED       USFS
 NY0848  HISTORY     - 1955     SEE DESCRIPTION  CGS
 NY0848  HISTORY     - 1971     SEE DESCRIPTION  NGS
 NY0848
 NY0848                          STATION DESCRIPTION
 NY0848
 NY0848'DESCRIBED BY US FOREST SERVICE 1948 (MTP)
 NY0848'THE STATION IS LOCATED ABOUT 25 MILES NORTHWEST OF PAISLEY AND
 NY0848'ABOUT 15 MILES SOUTHEAST OF SILVER LAKE AT THE LOOKOUT HOUSE ON
 NY0848'DEAD INDIAN MOUNTAIN.
 NY0848'
 NY0848'THE STATION MARK IS A U.S. DEPARTMENT OF AGRICULTURE, FOREST
 NY0848'SERVICE MARK WHICH IS CEMENTED INTO A 6 INCH TILE WHICH PROJECTS
 NY0848'12 INCHES ABOVE THE ROCK OUTCROP THAT THE TILE IS CEMENTED TO.  IT
 NY0848'IS PLACED IN THE CENTER OF THE BASE OF THE LOOKOUT TOWER, WHICH
 NY0848'IS 20 FEET HIGH WITH A 12X12 FOOT BASE.  THE MARK IS 22 FEET
 NY0848'NORTHWEST OF A SIGN DEAD INDIAN LOOKOUT.  IT IS STAMPED DEAD
 NY0848'INDIAN LOT 1935.
 NY0848'
 NY0848'REFERENCE MARK NO. 1 IS A STANDARD DISC PLACED NORTH OF THE
 NY0848'STATION.  IT IS 7 FEET ABOVE THE SURFACE OF THE GROUND, 8 FEET
 NY0848'SOUTH OF THE EDGE OF THE ROCK OUTCROP, AND 32 FEET NORTH-NORTHEAST
 NY0848'OF A SIGN DEAD INDIAN LOOKOUT.  IT IS STAMPED DEAD INDIAN NO 1
 NY0848'1948.
 NY0848'
 NY0848'REFERENCE MARK NO. 2 IS A STANDARD DISC SET SOUTH OF THE
 NY0848'STATION.  IT IS 11 FEET ABOVE THE SURFACE OF THE GROUND, 10 FEET
 NY0848'NORTH OF THE EDGE OF THE ROCK OUTCROP, AND 22 FEET WEST OF A SIGN
 NY0848'DEAD INDIAN LOOKOUT.  IT IS STAMPED, DEAD INDIAN NO 2 1948.
 NY0848'
 NY0848'THE AZIMUTH MARK IS A STANDARD DISK SET IN A 4 X 2 X 1-1/2 FOOT
 NY0848'BOULDER NORTH-NORTHEAST OF THE STATION.  IT IS 8 FEET SOUTHEAST
 NY0848'OF A 3-1/2 FOOT CAIRN, AND ABOUT 75 YARDS NORTHWEST OF A LONE,
 NY0848'30 INCH, PINE TREE.  THE MARK IS NEAR THE TOP OF AN OPEN SLOPE.
 NY0848'IT IS STAMPED DEAD INDIAN 1948.
 NY0848'
 NY0848'TO REACH THE STATION FROM THE POST OFFICE AT SUMMER LAKE GO NORTH
 NY0848'ON STATE HIGHWAY 31 FOR 4.3 MILES TO A CROSS ROAD.  TURN LEFT AND
 NY0848'FOLLOW ALL SIGNS AND MAIN TRAVELED ROAD, FOR ABOUT 8 MILES, TO
 NY0848'DEAD INDIAN LOOKOUT AND STATION SITE.
 NY0848'
 NY0848'TO REACH THE AZIMUTH MARK FROM STATE HIGHWAY 31 FOLLOW THE DEAD
 NY0848'INDIAN LOOKOUT ROAD FOR 3.8 MILES TO A TRIANGLE BLAZE ON AN 18
 NY0848'INCH PINE TREE ON THE LEFT.  FROM TREE PACK NORTH UP HILL FOR
 NY0848'ABOUT 250 YARDS TO THE AZIMUTH MARK.
 NY0848
 NY0848                          STATION RECOVERY (1955)
 NY0848
 NY0848'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (BM)
 NY0848'USFS MARK FOUND AS DESCRIBED CEMENTED IN TOP OF A CERAMIC TILE
 NY0848'PROJECTING ABOUT TWO FEET.  LOOKOUT TOWER HAS BEEN RAZED AND
 NY0848'THE MATERIALS BURNED.  THE TOWER FOOTINGS REMAIN SYMETRICALLY
 NY0848'PLACED ABOUT THE MARK.
 NY0848
 NY0848                          STATION RECOVERY (1971)
 NY0848
 NY0848'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 NY0848'THE STATION MARK, REFERENCE MARK NO. 1, AND THE AZIMUTH MARK
 NY0848'WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 2 HAD BEEN
 NY0848'DESTROYED.  REFERENCE MARK NO. 3 WAS ESTABLISHED.  LINE OF SIGHT
 NY0848'WAS NOT CLEARED TO THE AZIMUTH MARK.  LANDMARKS HAVE CHANGED.  A
 NY0848'NEW AND COMPLETE DESCRIPTION FOLLOWS.
 NY0848'
 NY0848'THE STATION IS 15 MILES SOUTHEAST OF SILVER LAKE ON GOVERNMENT
 NY0848'OWNED LAND IN THE SOUTHEAST 1/4 SECTION 9, TOWNSHIP 30 S, RANGE
 NY0848'16 E.
 NY0848'
 NY0848'TO REACH THE STATION FROM THE SILVER LAKE POST OFFICE GO NORTH
 NY0848'FOR 0.1 MILE TO STATE HIGHWAY 31, TURN RIGHT, AND GO SOUTHEAST
 NY0848'ON STATE HIGHWAY 31 FOR 16.6 MILES TO MILEPOST NO. 64, CONTINUE
 NY0848'SOUTHEAST ON THE HIGHWAY FOR 0.35 MILE TO A ROAD ON EITHER SIDE
 NY0848'OF THE HIGHWAY, AND A SIGN, SYCAN RIVER 39, TURN RIGHT AS PER
 NY0848'SIGN, AND GO SOUTH ON FOREST SERVICE ROAD 290 FOR 4.1 MILES TO A
 NY0848'FORK, TO REACH THE AZIMUTH MARK FROM HERE PACK NORTHEAST 310
 NY0848'DEGREES MAGNETIC BEARING FOR 300 YARDS TO THE AZIMUTH MARK,
 NY0848'TAKE THE LEFT FORK, AND CONTINUE SOUTHERLY ON FOREST SERVICE
 NY0848'ROAD 290 FOR 2.1 MILES TO A FORK, AND SIGN, DEAD INDIAN MTN. 1,
 NY0848'TAKE THE RIGHT FORK, FOREST SERVICE ROAD 3011, AND GO WESTERLY
 NY0848'FOR 0.9 MILE TO THE END OF THE ROAD, AND THE STATION.
 NY0848'
 NY0848'THE STATION MARK, STAMPED DEAD INDIAN LOT 1935, IS A
 NY0848'U.S. DEPARTMENT OF AGRICULTURE, FOREST SERVICE DISK SET IN CONCRETE
 NY0848'IN A 6-INCH TILE THAT PROJECTS 12-INCHES, 60 FEET SOUTH OF THE
 NY0848'MICROWAVE TOWER, 6-1/2 FEET NORTHEAST OF THE SOUTHWEST FOOTING
 NY0848'FOR THE FORMER LOOKOUT TOWER, AND 6-1/2 FEET SOUTHWEST OF THE
 NY0848'NORTHEAST FOOTING FOR THE FORMER LOOKOUT TOWER.
 NY0848'
 NY0848'REFERENCE MARK NO. 1, STAMPED DEAD INDIAN NO 1 1948, IS A STANDARD
 NY0848'DISK CEMENTED IN A DRILL HOLE IN BEDROCK AT THE NORTHEAST END OF
 NY0848'THE OUTCROP, 5 FEET NORTHEAST OF THE NORTHEAST
 NY0848'FOOTING FOR THE FORMER LOOKOUT TOWER, AND 2 FEET LOWER THAN THE
 NY0848'STATION.  (NOTE 12A)
 NY0848'
 NY0848'REFERENCE MARK NO. 3, STAMPED NO 3 1968, IS A U.S. GEOLOGICAL
 NY0848'SURVEY REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN BEDROCK,
 NY0848'10 FEET EAST OF THE WEST END OF THE OUTCROP, AND 2-1/2 FEET
 NY0848'LOWER THAN THE STATION.
 NY0848'
 NY0848'THE AZIMUTH MARK, STAMPED DEAD INDIAN 1948, IS A STANDARD DISK
 NY0848'CEMENTED IN A DRILL HOLE IN A 2 BY 4 FOOT BOULDER THAT PROJECTS
 NY0848'18-INCHES, 200 FEET NORTHWEST OF A LONE PINE TREE, AND 8 FEET
 NY0848'SOUTHEAST OF A ROCK CAIRN.  ADDITIONAL ROCKS WERE PLACED IN THE
 NY0848'CAIRN, AND NUMEROUS PIECES OF SIGNAL CLOTH WERE TIED TO OBJECTS
 NY0848'IN THE VICINITY OF THE AZIMUTH MARK.
 NY0848'
 NY0848'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NY0848'15 MILES SOUTHEAST OF SILVER LAKE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0794 ***********************************************************************
 PC0794  DESIGNATION -  DEAD RESET
 PC0794  PID         -  PC0794
 PC0794  STATE/COUNTY-  OR/LANE
 PC0794  USGS QUAD   -  WESTFIR EAST (1986)
 PC0794
 PC0794                         *CURRENT SURVEY CONTROL
 PC0794  ___________________________________________________________________
 PC0794* NAD 83(1991)-  43 46 27.65466(N)    122 24 21.93580(W)     ADJUSTED  
 PC0794* NAVD 88     -      1110.9    (meters)    3645.     (feet)  VERTCON   
 PC0794  ___________________________________________________________________
 PC0794  LAPLACE CORR-           6.45  (seconds)                    DEFLEC99
 PC0794  GEOID HEIGHT-         -22.56  (meters)                     GEOID03
 PC0794  HORZ ORDER  -  SECOND
 PC0794
 PC0794.The horizontal coordinates were established by classical geodetic methods
 PC0794.and adjusted by the National Geodetic Survey in October 1991.
 PC0794
 PC0794.The NAVD 88 height was computed by applying the VERTCON shift value to
 PC0794.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PC0794
 PC0794.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC0794
 PC0794.The geoid height was determined by GEOID03.
 PC0794
 PC0794;                    North         East     Units Scale Factor Converg.
 PC0794;SPC OR S     -   235,878.386 1,346,562.137   MT  0.99995048   -1 18 14.6
 PC0794;SPC OR S     -   773,879.22  4,417,854.78   iFT  0.99995048   -1 18 14.6
 PC0794;UTM  10      - 4,846,982.104   547,796.074   MT  0.99962810   +0 24 39.2
 PC0794
 PC0794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC0794!SPC OR S     -   0.99982936  x   0.99995048  =   0.99977985
 PC0794!UTM  10      -   0.99982936  x   0.99962810  =   0.99945753
 PC0794
 PC0794|---------------------------------------------------------------------|
 PC0794| PID    Reference Object                     Distance      Geod. Az  |
 PC0794|                                                           dddmmss.s |
 PC0794| CD8425 DEAD RM 2                             5.100 METERS 00741     |
 PC0794| CD8426 DEAD RM 3                            17.224 METERS 17014     |
 PC0794| CD8424 DEAD RM 1                             7.069 METERS 19940     |
 PC0794| PC0786 OAKRIDGE                            APPROX. 5.5 KM 2170950.6 |
 PC0794| CD8423 DEAD AZ MK                                         3110341.4 |
 PC0794|---------------------------------------------------------------------|
 PC0794
 PC0794                          SUPERSEDED SURVEY CONTROL
 PC0794
 PC0794  NAD 83(1986)-  43 46 27.66274(N)    122 24 21.95214(W) AD(       ) 2
 PC0794  NAD 27      -  43 46 28.21710(N)    122 24 17.78320(W) AD(       ) 2
 PC0794  NGVD 29 (07/19/86) 1109.8    (m)         3641.     (f) VERT ANG    3  
 PC0794
 PC0794.Superseded values are not recommended for survey control.
 PC0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0794.See file dsdata.txt to determine how the superseded data were derived.
 PC0794
 PC0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP4779646982(NAD 83)
 PC0794_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PC0794_SETTING: 66 = SET IN ROCK OUTCROP
 PC0794
 PC0794  HISTORY     - Date     Condition        Report By
 PC0794  HISTORY     - 1953     MONUMENTED       CGS
 PC0794  HISTORY     - 1968     SEE DESCRIPTION  CGS
 PC0794  HISTORY     - 1972     SEE DESCRIPTION  NGS
 PC0794
 PC0794                          STATION DESCRIPTION
 PC0794
 PC0794'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 PC0794'THE STATION IS ABOUT 3 MILES NORTHEAST OF OAKRIDGE, 0.25 MILE
 PC0794'SOUTH OF THE REMAINS OF A LOOKOUT TOWER THAT HAS BURNED, AND 15
 PC0794'FEET NORTH OF THE SOUTH EDGE OF A NARROW RIDGE THAT RUNS NORTH
 PC0794'AND SOUTH.
 PC0794'
 PC0794'TO REACH THE STATION FROM THE POST OFFICE IN OAKRIDGE.  GO NORTH
 PC0794'AND EAST FOR 0.5 MILE TO A ROAD FORK.  TAKE THE LEFT ROAD FOR 0.1
 PC0794'MILE TO A ROAD FORK.  TAKE THE RIGHT FORK FOR 1.8 MILES TO A ROAD
 PC0794'FORK.  TAKE THE RIGHT FORK FOR 0.2 MILE TO A ROAD FORK.  TAKE THE
 PC0794'LEFT FORK FOR 3.5 MILES TO A DIRT ROAD ON THE RIGHT.  TURN RIGHT
 PC0794'AND FOLLOW THE DIRT ROAD FOR 0.3 MILE TO A SIDE ROAD LEFT.  TURN
 PC0794'LEFT AND FOLLOW THE DIRT ROAD UP THE HILL FOR 1.8 MILES TO THE
 PC0794'AZIMUTH MARK ON THE LEFT.  CONTINUE FOR 1.0 MILE TO THE END OF
 PC0794'TRUCK TRAVEL AT THE REMAINS OF A LOOKOUT TOWER AT A
 PC0794'TURNAROUND IN THE ROAD.  FROM HERE PACK SOUTHERLY DOWN THE RIDGE
 PC0794'FOR ABOUT 5 MINUTES TO THE STATION.
 PC0794'
 PC0794'THE STATION MARK IS A STANDARD DISK SET IN A DRILL HOLE IN
 PC0794'OUTCROPPING BEDROCK THAT PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 PC0794'DEAD 1953.
 PC0794'
 PC0794'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A DRILL HOLE IN
 PC0794'OUTCROPPING BEDROCK THAT IS FLUSH WITH THE GROUND, AND THE DISK IS
 PC0794'STAMPED DEAD NO 1 1953.  IT IS ON THE SOUTH EDGE OF THE RIDGE AND
 PC0794'3 FEET LOWER THAN THE STATION.
 PC0794'
 PC0794'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A DRILL HOLE IN
 PC0794'OUTCROPPING BEDROCK THAT IS FLUSH WITH THE GROUND, AND THE DISK IS
 PC0794'STAMPED DEAD NO 2 1953.  IT IS ON THE WESTERN EDGE OF THE RIDGE
 PC0794'AND 2 FEET LOWER THAN THE STATION.
 PC0794'
 PC0794'THE AZIMUTH MARK IS A STANDARD DISK SET IN A DRILL HOLE IN
 PC0794'OUTCROPPING BEDROCK THAT IS FOUR FEET HIGHER THAN THE ROAD, AND
 PC0794'THE DISK IS STAMPED DEAD 1953.  IT IS 10 FEET SOUTH OF THE
 PC0794'APPROXIMATE CENTER OF A DIRT ROAD, 10 FEET NORTH OF A
 PC0794'TRIANGULAR-BLAZED 6-INCH FIR TREE, AND 7 FEET EAST OF A WITNESS
 PC0794'POST.
 PC0794
 PC0794                          STATION RECOVERY (1968)
 PC0794
 PC0794'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (NET)
 PC0794'REFERENCE MARK NO. 2 WAS FOUND IN GOOD CONDITION.  THE STATION
 PC0794'MARK DISK HAD BEEN PRIED OUT LEAVING THE HOLE AND OUTLINE OF THE
 PC0794'DISK ON THE BEDROCK.  REFERENCE MARK NO. 1 HAD BEEN DESTROYED.  THE
 PC0794'AZIMUTH MARK WAS SEARCHED FOR BUT NOT RECOVERED.  A NEW STATION
 PC0794'MARK DISK WAS ESTABLISHED AND REFERENCE MARK NO 3 WAS
 PC0794'ESTABLISHED.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 PC0794'
 PC0794'THE STATION IS 3 MILES NORTHEAST OF OAKRIDGE ON A HOG-BACK RIDGE
 PC0794'THAT EXTENDS SOUTHERLY FROM THE SUMMIT OF DEAD MOUNTAIN.
 PC0794'
 PC0794'TO REACH THE STATION FROM THE CROSS STREET JUST SOUTH OF THE
 PC0794'OAKRIDGE POST OFFICE GO EAST ON FIRST STREET FOR 0.1 MILE TO OAK
 PC0794'STREET, TURN LEFT AND GO NORTH AND NORTHEAST ON OAK STREET AND
 PC0794'COUNTY ROAD 360 FOR 0.5 MILE TO A SIDE ROAD LEFT, CONTINUE
 PC0794'STRAIGHT AHEAD AS PER SIGN, BOX CANYON GUARD STATION, FOR 1.9
 PC0794'MILES TO A FORK, TAKE LEFT FORK, HIGH PRAIRIE ROAD NORTHERLY
 PC0794'TOWARDS BOX CANYON GUARD STATION FOR 3.4 MILES TO DEAD MTN.
 PC0794'ROAD ON THE RIGHT, TURN RIGHT AND GO SOUTHERLY, UPHILL, ON DEAD
 PC0794'MTN. ROAD FOR 3.1 MILES TO THE END OF THE ROAD AT A TELEPHONE
 PC0794'INSTALLATION AND THE END OF TRUCK TRAVEL.  PACK SOUTHWEST DOWN
 PC0794'A BULLDOZER ROAD FOR 150 METERS TO THE HOG-BACK RIDGE, THEN PACK
 PC0794'SOUTH DOWN THE HOG-BACK RIDGE FOR 175 METERS TO THE STATION.
 PC0794'
 PC0794'THE STATION MARK, STAMPED DEAD 1953 1968, IS A STANDARD DISK
 PC0794'CEMENTED IN A DRILL HOLE IN A 2 BY 2-1/2 FOOT BEDROCK THAT PROJECTS
 PC0794'6 INCHES.  IT IS 175 METERS SOUTH OF THE DEAD MTN. TRAIL AND 20
 PC0794'FEET NORTH OF A LONE PINE TREE WITH A WITNESS SIGN NAILED ON
 PC0794'IT.  (NOTE 2)
 PC0794'
 PC0794'REFERENCE MARK NO. 2, STAMPED DEAD NO 2 1953, IS A STANDARD DISK
 PC0794'CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH, 38 FEET NORTH
 PC0794'OF THE LONE PINE TREE AND 1 FOOT LOWER THAN THE STATION.  (NOTE
 PC0794'12A)
 PC0794'
 PC0794'REFERENCE MARK NO. 3, STAMPED DEAD NO 3 1953 1968, IS A STANDARD
 PC0794'DISK CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS 3 FEET SQUARE AND
 PC0794'PROJECTS 3 FEET, 35 FEET SOUTH OF THE LONE PINE TREE, 15 FEET LOWER
 PC0794'THAN THE STATION AND IN THE TRAIL THAT GOES DOWN THE HOG-BACK
 PC0794'RIDGE.  (NOTE 12A)
 PC0794
 PC0794                          STATION RECOVERY (1972)
 PC0794
 PC0794'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 PC0794'THE STATION MARK, AND REFERENCE MARK NO. 2, AND REFERENCE MARK
 PC0794'NO. 3 WERE RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 PC0794'SEARCHED FOR BUT NOT RECOVERED.  IT IS NOT BELIEVED TO BE
 PC0794'DESTROYED.  ROADS, AND LANDMARKS HAVE CHANGED.  A NEW TO REACH
 PC0794'FOLLOWS.
 PC0794'
 PC0794'TO REACH THE STATION FROM THE OAKRIDGE CITY HALL, GO EAST ON FIRST
 PC0794'STREET, AND FOREST SERVICE ROAD 2042, PARALLELING THE RAILROAD
 PC0794'TRACKS, AND SALMON CREEK FOR 6.8 MILES TO FOREST SERVICE ROAD 2042F
 PC0794'ON THE LEFT, TURN LEFT, AND GO NORTHEAST ON ROAD 2042F FOR 0.5
 PC0794'MILE TO FOREST SERVICE ROAD 2042E, TURN LEFT, AND GO NORTHERLY ON
 PC0794'ROAD 2042E FOR 2.7 MILES TO THE JUNCTION WITH FOREST SERVICE
 PC0794'ROAD 2070A, AT A FORK IN THE SADDLE, TAKE THE LEFT FORK, AND GO
 PC0794'NORTHWEST ON ROAD 2070A FOR 3.1 MILES TO A TV SHACK ON THE RIGHT,
 PC0794'AND THE END OF TRUCK TRAVEL, HIKE NORTHWEST DOWN THE TRAIL AND
 PC0794'OUT THE HOG-BACK RIDGE FOR 1/4 MILE TO THE STATION.
 PC0794'
 PC0794'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PC0794'3 MILES NORTHEAST OF OAKRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2035 ***********************************************************************
 QE2035  DESIGNATION -  DEAD RIVER
 QE2035  PID         -  QE2035
 QE2035  STATE/COUNTY-  OR/LINN
 QE2035  USGS QUAD   -  RIVERSIDE (1975)
 QE2035
 QE2035                         *CURRENT SURVEY CONTROL
 QE2035  ___________________________________________________________________
 QE2035* NAD 83(1991)-  44 35 14.99074(N)    123 10 27.91343(W)     ADJUSTED  
 QE2035* NAVD 88     -        70.     (meters)     230.     (feet)  SCALED    
 QE2035  ___________________________________________________________________
 QE2035  LAPLACE CORR-          -5.67  (seconds)                    DEFLEC99
 QE2035  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 QE2035  HORZ ORDER  -  THIRD
 QE2035
 QE2035.The horizontal coordinates were established by classical geodetic methods
 QE2035.and adjusted by the National Geodetic Survey in October 1991.
 QE2035
 QE2035.The orthometric height was scaled from a topographic map.
 QE2035
 QE2035.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2035
 QE2035.The geoid height was determined by GEOID03.
 QE2035
 QE2035;                    North         East     Units Scale Factor Converg.
 QE2035;SPC OR N     -   105,839.546 2,287,673.186   MT  0.99994569   -1 53 48.0
 QE2035;SPC OR N     -   347,242.60  7,505,489.46   iFT  0.99994569   -1 53 48.0
 QE2035;UTM  10      - 4,937,143.049   486,154.724   MT  0.99960236   -0 07 20.8
 QE2035
 QE2035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2035!SPC OR N     -   0.99999261  x   0.99994569  =   0.99993830
 QE2035!UTM  10      -   0.99999261  x   0.99960236  =   0.99959497
 QE2035
 QE2035|---------------------------------------------------------------------|
 QE2035| PID    Reference Object                     Distance      Geod. Az  |
 QE2035|                                                           dddmmss.s |
 QE2035| CE1398 DEAD RIVER RM 1                      14.167 METERS 00212     |
 QE2035| CE1399 DEAD RIVER RM 2                      12.781 METERS 09028     |
 QE2035| QE2032 DEAD RIVER AZ MK                    466.252 METERS 2911907.2 |
 QE2035|---------------------------------------------------------------------|
 QE2035
 QE2035                          SUPERSEDED SURVEY CONTROL
 QE2035
 QE2035  NAD 83(1986)-  44 35 15.01365(N)    123 10 27.93631(W) AD(       ) 3
 QE2035  NAD 27      -  44 35 15.57549(N)    123 10 23.58943(W) AD(       ) 3
 QE2035
 QE2035.Superseded values are not recommended for survey control.
 QE2035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2035.See file dsdata.txt to determine how the superseded data were derived.
 QE2035
 QE2035_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ8615537143(NAD 83)
 QE2035_MARKER: DD = SURVEY DISK
 QE2035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE2035_STAMPING: DEAD RIVER 1944
 QE2035_MARK LOGO: USE   
 QE2035_MAGNETIC: N = NO MAGNETIC MATERIAL
 QE2035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE2035+STABILITY: SURFACE MOTION
 QE2035
 QE2035  HISTORY     - Date     Condition        Report By
 QE2035  HISTORY     - 1945     MONUMENTED       USE
 QE2035  HISTORY     - 1968     GOOD             USE
 QE2035  HISTORY     - 19791210 GOOD             NGS
 QE2035  HISTORY     - 19850109 GOOD             NGS
 QE2035
 QE2035                          STATION DESCRIPTION
 QE2035
 QE2035'DESCRIBED BY US ENGINEERS 1945 (ANS)
 QE2035'STATION IS LOCATED ABOUT 4.5 MILES NE OF CORVALLIS, ABOUT 0.5 MILES E
 QE2035'OF THE WILLAMETTE RIVER AT DEAD RIVER BOND, 150 FEET W OF THE POINT
 QE2035'WHERE THE ROAD MAKES A RIGHT-ANGLE TURN TO THE N, ABOUT 100 FEET SW OF
 QE2035'A LARGE UNPAINTED MACHINERY SHED, 20 FEET S OF A GRAVEL ROAD, AND
 QE2035'2 FEET N OF THE RIGHT-OF-WAY FENCE.  IT IS 4.5 MILES SW OF ALBANY.
 QE2035'
 QE2035'TO REACH STATION FROM THE OVERPASS ON U.S. HIGHWAY 99E AT ALBANY, GO S
 QE2035'OF U.S HIGHWAY 99E FOR 0.6 MILE; TURN RIGHT (W) ONTO FIFTEENTH STREET
 QE2035'AND GO W AND S FOR 5.3 MILES; TURN LEFT 9E) ONTO A GRADED ROAD AND GO
 QE2035'0.3 MILE TO THE STATION ON THE S SIDE OF THE ROAD.
 QE2035'
 QE2035'STATION MARK IS A U.S.E. DISK SET IN THE TOP OF A SQUARE CONCRETE POST
 QE2035'WHICH PROJECTS 4 INCHES.  DISK IS STAMPED--DEAD RIVER 1944--,  A WHITE
 QE2035'WOODEN WITNESS POST IS 4 FEET W OF THE STATION.
 QE2035'
 QE2035'REFERENCE MARK 1 IS A U.S.E. DISK SET IN THE TOP OF A SQUARE CONCRETE
 QE2035'POST WHICH PROJECTS 3 INCHES AND IS LOCATED 2 FEET S OF THE NORTH
 QE2035'RIGHT-OF-WAY FENCE.  DISK IS STAMPED--DEAD RIVER R M 1 1944--.
 QE2035'
 QE2035'REFERENCE MARK 2 IS A U.S.E. DISK SET IN THE TOP OF A SQUARE CONCRETE
 QE2035'POST WHICH PROJECTS 3 INCHES AND IS LOCATED 2 FEET N OF THE SOUTH
 QE2035'RIGHT-OF-WAY FENCE.  DISK IS STAMPED--DEAD RIVER R M 2 1944--.
 QE2035'
 QE2035'AZIMUTH MARK IS LOCATED ABOUT 0.3 MILE W OF THE STATION, 0.1 MILE N OF
 QE2035'THE T-INTERSECTION, 100 FEET N OF A FARMHOUSE, 50 FEET E OF AN ABRUPT
 QE2035'DROP IN THE GROUND, AND 2 FEET E OF THE W RIGHT-OF-WAY FENCE.  IT IS A
 QE2035'U.S.E. DISK SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 QE2035'4 INCHES.  DISK IS STAMPED--DEAD RIVER AZIMUTH 1944--,  A WHITE POST
 QE2035'IS 3 FEET N OF THE MARK.
 QE2035
 QE2035                          STATION RECOVERY (1968)
 QE2035
 QE2035'RECOVERY NOTE BY US ENGINEERS 1968 (NET)
 QE2035'THE STATION MARK, STAMPED--DEAD RIVER 1944--, REFERENCE MARK NO 1,
 QE2035'STAMPED--DEAD RIVER RM 1 1944-- AND REFERENCE MARK NO. 2,
 QE2035'STAMPED--DEAD RIVER RM 2 1944--,
 QE2035'WERE RECOVERED AS DESCRIBED.  THE AZIMUTH MARK WAS SEARCHED FOR BUT
 QE2035'NOT RECOVERED.  IT IS NOT BELIEVED TO BE DESTROYED.  THE FOLLOWING
 QE2035'IS AN ALTERNATE TO REACH.
 QE2035'
 QE2035'TO REACH THE STATION FROM THE CORVALLIS POST OFFICE GO NORTH ON SECOND
 QE2035'STREET FOR 0.3 MILE TO STATE HIGHWAY 34, TURN RIGHT AND GO EAST ON
 QE2035'STATE HIGHWAY 34, TURN RIGHT AND GO EAST ON STATE HIGHWAY 34 FOR 3.0
 QE2035'FOR 1.9 MILES TO WALNUT DRIVE ON THE RIGHT, TURN RIGHT AND GO EAST ON
 QE2035'WALNUT DRIVE FOR 0.3 MILE TO J. A. HOFFMAN'S RESIDENCE AND THE
 QE2035'STATION ON THE LEFT.
 QE2035
 QE2035                          STATION RECOVERY (1979)
 QE2035
 QE2035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 QE2035'THE STATION, AND REFERENCE MARK 2 WERE RECOVERED IN GOOD CONDITION.
 QE2035'REFERENCE MARK 1 WAS TAKEN OUT OF THE GROUND WHEN THE DITCH WAS
 QE2035'CLEANED OUT.  THE MONUMENT WAS FOUND ON ITS SIDE IN A FIELD ABOUT 100
 QE2035'METERS (328.1 FT) SOUTHWEST.  THE AZIMUTH MARK WAS SEARCHED FOR BUT
 QE2035'WAS NOT FOUND.  REFERENCE MARK NO 3 AND AZIMUTH MARK NO 2 WERE SET AT
 QE2035'THIS TIME.  THE STATION IS LOCATED ABOUT 4.5 MILES (7.2 KM) NORTHEAST
 QE2035'OF CORVALLIS, ABOUT 4.5 MILES (7.2 KM) SOUTHWEST OF ALBANY ABOUT 0.5
 QE2035'MILE (0.8 KM) EAST OF WILLAMETTE RIVER AND ON PROPERTY AT RT 2 BOX 752
 QE2035'P.  TO REACH THE STATION FROM US 99E OVERPASS IN ALBANY, GO SOUTH ON
 QE2035'99E, TURN RIGHT ON QUEEN AVENUE, AND GO 5.3 MILES, (8.5 KM) AT
 QE2035'SOMEPLACE ALONG THIS ROUTE QUEEN AVENUE BECOMES RIVERSIDE DRIVE, TURN
 QE2035'LEFT ON WALNUT DRIVE AND GO 0.3 MILE (0.5 KM) TO THE STATION ON THE
 QE2035'RIGHT.  THIS POINT IS ABOUT 150 FT (45.7 M) WEST OF WHERE WALNUT DRIVE
 QE2035'BEND SHARPLY TO THE NORTH.
 QE2035' 
 QE2035'THE STATION IS A STANDARD USE DISK STAMPED---DEAD RIVER 1944---.  THE
 QE2035'STATION IS LOCATED 21.9 METERS (71.9 FT) NORTHEAST FROM THE NORTHWEST
 QE2035'CORNER OF GILLY RIVERSIDE, 5.2 METERS (17.1 FT) EAST-NORTHEAST FROM AN
 QE2035'ORNEMENTAL LIGHT POST, 7.1 METERS (23.3 FT) SOUTH FROM THE CENTERLINE
 QE2035'OF THE ROAD, 3.7 METERS (12.1 FT) SOUTHEAST FROM A STEEL MAILBOX POST
 QE2035'AT RT BOX 752 P, 0.9 METERS (3.0 FT) EAST OF A 4 INCH BY 4 INCH WOODED
 QE2035'WITNESS POST.  REFERENCE MARK NO 2, IS A STANDARD USE DISK
 QE2035'STAMPED--DEAD RIVER 1945 NO 2--. IT IS AT THE NE CORNER OF THE LAWN.
 QE2035'THE STATION IS LOCATED 20.1 METERS (65.9 FT) NORTHEAST FROM THE
 QE2035'NORTHEAST CORNER OF THE GILLY RESIDENCE, 7.0 METERS (23.0 FT) SOUTH
 QE2035'FROM THE CENTERLINE OF THE ROAD, 5.0 METERS (16.4 FT) WEST FROM THE
 QE2035'CENTERLINE OF A DRIVEWAY ON THE EAST SIDE OF GILLY RESIDENCE.
 QE2035'REFERENCE MARK NO 3, IS A STANDARD NGS DISK STAMPED---DEAD RIVER USE
 QE2035'1945 NO 3---.  IT IS SET IN THE CONCRETE CURB ON THE EAST SIDE OF THE
 QE2035'DRIVEWAY LEADING TO THE GARAGE.  THE STATION IS LOCATED 15.6 METERS
 QE2035'(51.2 FT) NORTHEAST FROM THE NORTHWEST CORNER OF GILLY RESIDENCE, 11.5
 QE2035'METERS (37.7 FT) SOUTH FROM THE CENTERLINE OF THE ROAD, 2.9 METERS
 QE2035'(9.5 FT) SOUTH FROM A YARD LIGHT ON A 2 INCH IN DIAMETER POST.
 QE2035
 QE2035                          STATION RECOVERY (1985)
 QE2035
 QE2035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 QE2035'THE STATION RM 2, RM 3 AND AZIMUTH MARK 2 WERE RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD4058 ***********************************************************************
 RD4058  DESIGNATION -  DEAD WILLOW
 RD4058  PID         -  RD4058
 RD4058  STATE/COUNTY-  OR/COLUMBIA
 RD4058  USGS QUAD   -  ST HELENS (1990)
 RD4058
 RD4058                         *CURRENT SURVEY CONTROL
 RD4058  ___________________________________________________________________
 RD4058* NAD 83(1991)-  45 46 37.27129(N)    122 46 39.48737(W)     ADJUSTED  
 RD4058* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 RD4058  ___________________________________________________________________
 RD4058  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 RD4058  GEOID HEIGHT-         -22.55  (meters)                     GEOID03
 RD4058  HORZ ORDER  -  THIRD
 RD4058
 RD4058.The horizontal coordinates were established by classical geodetic methods
 RD4058.and adjusted by the National Geodetic Survey in October 1991.
 RD4058
 RD4058.The orthometric height was scaled from a topographic map.
 RD4058
 RD4058.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD4058
 RD4058.The geoid height was determined by GEOID03.
 RD4058
 RD4058;                    North         East     Units Scale Factor Converg.
 RD4058;SPC OR N     -   237,007.967 2,322,891.624   MT  0.99995095   -1 36 55.0
 RD4058;SPC OR N     -   777,585.19  7,621,035.51   iFT  0.99995095   -1 36 55.0
 RD4058;SPC WA S     -    51,873.679   322,881.744   MT  1.00001324   -1 39 16.1
 RD4058;SPC WA S     -   170,188.90  1,059,321.19   sFT  1.00001324   -1 39 16.1
 RD4058;UTM  10      - 5,069,297.388   517,287.239   MT  0.99960367   +0 09 33.7
 RD4058
 RD4058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD4058!SPC OR N     -   1.00000275  x   0.99995095  =   0.99995370
 RD4058!SPC WA S     -   1.00000275  x   1.00001324  =   1.00001600
 RD4058!UTM  10      -   1.00000275  x   0.99960367  =   0.99960642
 RD4058
 RD4058:                Primary Azimuth Mark                     Grid Az
 RD4058:SPC OR N     -  BATCHELORS PT LT 1913                    015 18 49.8
 RD4058:SPC WA S     -  BATCHELORS PT LT 1913                    015 21 10.9
 RD4058:UTM  10      -  BATCHELORS PT LT 1913                    013 32 21.1
 RD4058
 RD4058|---------------------------------------------------------------------|
 RD4058| PID    Reference Object                     Distance      Geod. Az  |
 RD4058|                                                           dddmmss.s |
 RD4058| RD4024 BATCHELORS PT LT 1913               APPROX. 1.3 KM 0134154.8 |
 RD4058| RD3955 FALES USE 1912                      APPROX. 1.9 KM 1324943.3 |
 RD4058| CE2485 DEAD WILLOW RM 1                                   23135     |
 RD4058|---------------------------------------------------------------------|
 RD4058
 RD4058                          SUPERSEDED SURVEY CONTROL
 RD4058
 RD4058  NAD 83(1986)-  45 46 37.29105(N)    122 46 39.48608(W) AD(       ) 3
 RD4058  NAD 27      -  45 46 37.86500(N)    122 46 35.12200(W) AD(       ) 3
 RD4058
 RD4058.Superseded values are not recommended for survey control.
 RD4058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4058.See file dsdata.txt to determine how the superseded data were derived.
 RD4058
 RD4058_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1728769297(NAD 83)
 RD4058_MARKER: Z = SEE DESCRIPTION
 RD4058_SETTING: 0 = UNSPECIFIED SETTING
 RD4058
 RD4058  HISTORY     - Date     Condition        Report By
 RD4058  HISTORY     - 1912     MONUMENTED       USE
 RD4058
 RD4058                          STATION DESCRIPTION
 RD4058
 RD4058'DESCRIBED BY US ENGINEERS 1912
 RD4058'ABREAST OF NEW LANDING, 18 METERS INSHORE END OF THE WHARF, NORTH
 RD4058'OF A ROSE THICKET.  THERE IS A LARGE COTTONWOOD TREE DISTANT
 RD4058'12.9 METERS.
 RD4058'
 RD4058'THE STATION IS MARKED BY AN IRON PIPE SET IN A CONCRETE PIER
 RD4058'1 FOOT SQUARE AND APPROXIMATELY 8 INCHES DEEP.  THE PIPE IS 3
 RD4058'FEET LONG AND FILLED WITH SAND TO THE BOTTOM OF THE CONCRETE AND
 RD4058'FILLED WITH CONCRETE TO THE TOP INTO WHICH A STATION DISK OF
 RD4058'THE U.S.E. IS SET.  THE PIPE PROJECTS 4 TO 8 INCHES ABOVE THE
 RD4058'CEMENT.
 RD4058'
 RD4058'THE REFERENCE MARK IS SET IN AN IRREGULAR PIER OF CONCRETE, THE
 RD4058'TOP OF WHICH IS SPHERICAL IN SHAPE AND PROJECTS FROM 6 TO 8 INCHES
 RD4058'ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA1409 ***********************************************************************
 RA1409  DESIGNATION -  DEADHORSE
 RA1409  PID         -  RA1409
 RA1409  STATE/COUNTY-  OR/WALLOWA
 RA1409  USGS QUAD   -  DEADHORSE RIDGE (1963)
 RA1409
 RA1409                         *CURRENT SURVEY CONTROL
 RA1409  ___________________________________________________________________
 RA1409* NAD 83(1991)-  45 48 41.52657(N)    116 52 26.28079(W)     ADJUSTED  
 RA1409* NAVD 88     -      1632.0    (meters)    5354.     (feet)  VERTCON   
 RA1409  ___________________________________________________________________
 RA1409  LAPLACE CORR-          -5.41  (seconds)                    DEFLEC99
 RA1409  GEOID HEIGHT-         -16.44  (meters)                     GEOID03
 RA1409  HORZ ORDER  -  FIRST
 RA1409
 RA1409.The horizontal coordinates were established by classical geodetic methods
 RA1409.and adjusted by the National Geodetic Survey in October 1991.
 RA1409
 RA1409.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1409.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1409
 RA1409.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1409
 RA1409.The geoid height was determined by GEOID03.
 RA1409
 RA1409;                    North         East     Units Scale Factor Converg.
 RA1409;SPC OR N     -   244,670.741 2,781,730.031   MT  0.99995754   +2 34 17.5
 RA1409;SPC OR N     -   802,725.53  9,126,410.86   iFT  0.99995754   +2 34 17.5
 RA1409;SPC ID W     -   461,108.350   712,644.662   MT  1.00002712   -0 48 21.6
 RA1409;SPC ID W     - 1,512,819.64  2,338,068.36   sFT  1.00002712   -0 48 21.6
 RA1409;UTM  11      - 5,073,115.825   509,792.116   MT  0.99960118   +0 05 25.3
 RA1409
 RA1409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1409!SPC OR N     -   0.99974679  x   0.99995754  =   0.99970434
 RA1409!SPC ID W     -   0.99974679  x   1.00002712  =   0.99977390
 RA1409!UTM  11      -   0.99974679  x   0.99960118  =   0.99934807
 RA1409
 RA1409:                Primary Azimuth Mark                     Grid Az
 RA1409:SPC OR N     -  CHERRY                                   008 04 45.3
 RA1409:SPC ID W     -  CHERRY                                   011 27 24.4
 RA1409:UTM  11      -  CHERRY                                   010 33 37.5
 RA1409
 RA1409|---------------------------------------------------------------------|
 RA1409| PID    Reference Object                     Distance      Geod. Az  |
 RA1409|                                                           dddmmss.s |
 RA1409| RA1408 CHERRY                              APPROX. 2.0 KM 0103902.8 |
 RA1409| CH7206 DEADHORSE RM 1                       12.816 METERS 03928     |
 RA1409| CH7207 DEADHORSE RM 2                        6.807 METERS 30317     |
 RA1409|---------------------------------------------------------------------|
 RA1409
 RA1409                          SUPERSEDED SURVEY CONTROL
 RA1409
 RA1409  NAD 83(1986)-  45 48 41.52811(N)    116 52 26.28037(W) AD(       ) 1
 RA1409  NAD 27      -  45 48 41.96397(N)    116 52 22.75009(W) AD(       ) 1
 RA1409  NGVD 29 (07/19/86) 1630.8    (m)         5350.     (f) VERT ANG    3  
 RA1409
 RA1409.Superseded values are not recommended for survey control.
 RA1409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1409.See file dsdata.txt to determine how the superseded data were derived.
 RA1409
 RA1409_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL0979273116(NAD 83)
 RA1409_MARKER: Z = SEE DESCRIPTION
 RA1409_SETTING: 0 = UNSPECIFIED SETTING
 RA1409
 RA1409  HISTORY     - Date     Condition        Report By
 RA1409  HISTORY     - 1945     MONUMENTED       CGS
 RA1409
 RA1409                          STATION DESCRIPTION
 RA1409
 RA1409'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JTJ)
 RA1409'THE STATION IS LOCATED IN THE WALLOWA NATIONAL FOREST, ABOUT 6
 RA1409'MILES N OF BUCKHORN SPRINGS, ON THE HIGHEST POINT OF DEADHORSE
 RA1409'RIDGE, AND 1/4 MILE S OF A SUPPLY SHED AT THE END OF THE ROAD AND
 RA1409'THE BEGINNING OF CHERRY CREEK TRAIL.  IT IS SITUATED 29 FEET W OF
 RA1409'THE APPROXIMATE CENTER OF THE ROAD.
 RA1409'
 RA1409'STATION MARK IS A BRONZE TRIANGULATION STATION DISK WELDED TO
 RA1409'THE TOP OF A 2-INCH IRON PIPE 3 FEET IN LENGTH AND IS STAMPED
 RA1409'DEADHORSE 1945.  FOUR INCHES OF THE PIPE PROJECTS ABOVE THE
 RA1409'SURFACE OF THE GROUND.
 RA1409'
 RA1409'REFERENCE MARK 1 IS 42.05 FEET NE OF THE STATION AND 7 FEET E
 RA1409'OF THE APPROXIMATE CENTER OF THE ROAD.  IT IS A BRONZE REFERENCE
 RA1409'DISK IN A BOULDER STAMPED DEADHORSE NO 1 1945 AND PROJECTS 8
 RA1409'INCHES.
 RA1409'
 RA1409'REFERENCE MARK 2 IS 22.33 FEET NW OF THE STATION.  IT IS A BRONZE
 RA1409'REFERENCE DISK IN A BOULDER STAMPED DEADHORSE NO 2 1945 AND
 RA1409'PROJECTS 8 INCHES.
 RA1409'
 RA1409'THE AZIMUTH MARK IS TRIANGULATION STATION CHERRY, WHICH LIES 1
 RA1409'MILE N, AIRLINE, ALONG THE RIDGE FROM THE STATION, AND ABOUT 400
 RA1409'FEET BELOW THE ELEVATION OF THE STATION.  TO REACH FROM THE SUPPLY
 RA1409'SHED AT THE END OF THE ROAD, FOLLOW A WELL DEFINED TRAIL N FOR
 RA1409'APPROXIMATELY 1/4 MILE TO A SMALL POLE CORRAL.  FROM THIS POINT
 RA1409'FOLLOW A DIM TRAIL NE FOR APPROXIMATELY 2 MILES TO THE TOP OF A
 RA1409'KNOLL AND THE STATION AS DESCRIBED.
 RA1409'
 RA1409'TO REACH THE STATION FROM ENTERPRISE, GO S ON STATE HIGHWAY 80
 RA1409'FOR 3.2 MILES TO A GRAVEL ROAD LEFT AND A ROAD SIGN BUCKHORN
 RA1409'SPRINGS 35 MILES, TURN LEFT AND FOLLOW THE MAIN TRAVELED ROAD AS
 RA1409'PER SIGNS ZUMWALT, BRUMBACK, FOR 37.5 MILES TO MILEPOST 42 AND A
 RA1409'ROAD FORKS 1 MILE S OF BUCKHORN SPRINGS.  TAKE THE LEFT FORK AND
 RA1409'GO 1.0 MILE TO A SIGN DEADHORSE SPRING 3 MI.  TURN RIGHT AND
 RA1409'FOLLOW A TRACK ROAD FOR 2.6 MILES TO A SIGN ON LEFT DEADHORSE
 RA1409'SPRING 300 YARDS.  CONTINUE STRAIGHT AHEAD ON THE RIDGE ROAD
 RA1409'FOR 1.3 MILES TO THE STATION ON THE LEFT AS DESCRIBED.
 RA1409'
 RA1409'NOTE--REFER TO WALLOWA NATIONAL FOREST MAP, OREGON.  WILLAMETTE
 RA1409'MERIDIAN.
 RA1409'
 RA1409'HEIGHT OF LIGHT ABOVE STATION MARK 0 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1198 ***********************************************************************
 OA1198  DESIGNATION -  DEADMAN
 OA1198  PID         -  OA1198
 OA1198  STATE/COUNTY-  OR/DOUGLAS
 OA1198  USGS QUAD   -  WINCHESTER BAY (1985)
 OA1198
 OA1198                         *CURRENT SURVEY CONTROL
 OA1198  ___________________________________________________________________
 OA1198* NAD 83(1991)-  43 38 28.05721(N)    124 12 40.97589(W)     ADJUSTED  
 OA1198* NAVD 88     -         2.00   (+/-2cm)       6.6    (feet)  VERTCON   
 OA1198  ___________________________________________________________________
 OA1198  LAPLACE CORR-          17.02  (seconds)                    DEFLEC99
 OA1198  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 OA1198  HORZ ORDER  -  THIRD
 OA1198  VERT ORDER  -  THIRD ? (See Below)
 OA1198
 OA1198.The horizontal coordinates were established by classical geodetic methods
 OA1198.and adjusted by the National Geodetic Survey in October 1991.
 OA1198
 OA1198.The NAVD 88 height was computed by applying the VERTCON shift value to
 OA1198.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OA1198.The vertical order pertains to the NGVD 29 superseded value.
 OA1198
 OA1198.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1198
 OA1198.The geoid height was determined by GEOID03.
 OA1198
 OA1198;                    North         East     Units Scale Factor Converg.
 OA1198;SPC OR S     -   225,965.314 1,200,655.175   MT  0.99992858   -2 32 20.9
 OA1198;SPC OR S     -   741,356.02  3,939,157.40   iFT  0.99992858   -2 32 20.9
 OA1198;UTM  10      - 4,832,727.745   402,294.665   MT  0.99971742   -0 50 09.9
 OA1198
 OA1198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1198!SPC OR S     -   1.00000369  x   0.99992858  =   0.99993227
 OA1198!UTM  10      -   1.00000369  x   0.99971742  =   0.99972111
 OA1198
 OA1198|---------------------------------------------------------------------|
 OA1198| PID    Reference Object                     Distance      Geod. Az  |
 OA1198|                                                           dddmmss.s |
 OA1198| CE1401 DEADMAN RM 2                         43.465 METERS 01804     |
 OA1198| OA1170 UMPQUA RIVER LIGHTHOUSE             APPROX. 2.6 KM 0234849.0 |
 OA1198| CE1400 DEADMAN RM 1                         33.720 METERS 12358     |
 OA1198| OA1155 CROOK                               APPROX. 2.8 KM 1881448.2 |
 OA1198|---------------------------------------------------------------------|
 OA1198
 OA1198                          SUPERSEDED SURVEY CONTROL
 OA1198
 OA1198  NAD 83(1986)-  43 38 28.06042(N)    124 12 41.02374(W) AD(       ) 3
 OA1198  NAD 27      -  43 38 28.61800(N)    124 12 36.63900(W) AD(       ) 3
 OA1198  NGVD 29 (07/19/86)    0.91   (m)            3.0    (f) LEVELING    3  
 OA1198
 OA1198.Superseded values are not recommended for survey control.
 OA1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1198.See file dsdata.txt to determine how the superseded data were derived.
 OA1198
 OA1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP0229532728(NAD 83)
 OA1198_MARKER: Z = SEE DESCRIPTION
 OA1198_SETTING: 0 = UNSPECIFIED SETTING
 OA1198
 OA1198  HISTORY     - Date     Condition        Report By
 OA1198  HISTORY     - 1928     MONUMENTED       CGS
 OA1198
 OA1198                          STATION DESCRIPTION
 OA1198
 OA1198'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (GLB)
 OA1198'THIS STATION IS LOCATED ABOUT 1-1/3 MILES S OF THE MOUTH OF THE
 OA1198'UMPQUA RIVER AND ABOUT 30 METERS IN FROM THE ORDINARY HIGH-WATER
 OA1198'LINE.  THE STATION IS ON TOP OF A LONE GRASS-COVERED SAND DUNE.
 OA1198'
 OA1198'SURFACE MARK IS A STANDARD BRONZE DISK SET IN CONCRETE AT THE
 OA1198'CENTER OF THE TOP OF A TILE.
 OA1198'
 OA1198'UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 OA1198'IN CONCRETE, AS DESCRIBED IN NOTES 7A AND 11A.
 OA1198'
 OA1198'REFERENCE MARK NO.1 IS ON TOP OF A LOW STUBBLE-COVERED DUNE E
 OA1198'BY S OF THE STATION.
 OA1198'
 OA1198'REFERENCE MARK NO.2 IS IN A GRASS PATCH N BY E OF THE STATION.
 OA1198'
 OA1198'WITNESS STAKES AS FOLLOWS, DISTANCES AND DIRECTIONS BEING
 OA1198'ESTIMATED--3-1/2 METERS NNW OF STATION MARK, A 4- BY 4-INCH BY
 OA1198'10-FOOT POLE.  2-1/2 METERS WNW OF REFERENCE MARK NO.2, A 6-INCH
 OA1198'POLE 10 FEET LONG.  2 METERS W OF REFERENCE MARK NO.1, A 4- BY
 OA1198'4-INCH BY 5-FOOT POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB1361 ***********************************************************************
 RB1361  DESIGNATION -  DEADMAN PASS ORFS RADIO MAST
 RB1361  PID         -  RB1361
 RB1361  STATE/COUNTY-  OR/UMATILLA
 RB1361  USGS QUAD   -  CABBAGE HILL (1978)
 RB1361
 RB1361                         *CURRENT SURVEY CONTROL
 RB1361  ___________________________________________________________________
 RB1361* NAD 83(1991)-  45 35 57.76831(N)    118 31 22.84939(W)     ADJUSTED  
 RB1361* NAVD 88     -              **(meters)            **(feet)            
 RB1361  ___________________________________________________________________
 RB1361  LAPLACE CORR-          11.62  (seconds)                    DEFLEC99
 RB1361  GEOID HEIGHT-         -19.57  (meters)                     GEOID03
 RB1361  HORZ ORDER  -  THIRD
 RB1361
 RB1361.The horizontal coordinates were established by classical geodetic methods
 RB1361.and adjusted by the National Geodetic Survey in October 1991.
 RB1361
 RB1361
 RB1361.The Laplace correction was computed from DEFLEC99 derived deflections.
 RB1361
 RB1361.The geoid height was determined by GEOID03.
 RB1361
 RB1361;                    North         East     Units Scale Factor Converg.
 RB1361;SPC OR N     -   216,655.745 2,654,218.056   MT  0.99992281   +1 24 07.4
 RB1361;SPC OR N     -   710,812.81  8,708,064.49   iFT  0.99992281   +1 24 07.4
 RB1361;UTM  11      - 5,050,665.469   381,221.590   MT  0.99977345   -1 05 17.8
 RB1361
 RB1361                          SUPERSEDED SURVEY CONTROL
 RB1361
 RB1361  NAD 83(1986)-  45 35 57.76959(N)    118 31 22.84391(W) AD(       ) 4
 RB1361  NAD 27      -  45 35 58.29984(N)    118 31 18.95989(W) AD(       ) 3
 RB1361
 RB1361.Superseded values are not recommended for survey control.
 RB1361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1361.See file dsdata.txt to determine how the superseded data were derived.
 RB1361
 RB1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL8122250665(NAD 83)
 RB1361_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RB1361+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2006
 RB1361
 RB1361  HISTORY     - Date     Condition        Report By
 RB1361  HISTORY     - 1963     MONUMENTED       CGS
 RB1361  HISTORY     - 20060811 GOOD             GEOCAC
 RB1361
 RB1361                          STATION DESCRIPTION
 RB1361
 RB1361'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 RB1361'STATION IS THE TOP CENTER OF THE MAST, WHICH IS 127 FEET IN
 RB1361'HEIGHT, PAINTED ALTERNATELY RED AND WHITE AND IS ON THE HIGHEST
 RB1361'PART OF THE MOUNTAIN LOCALLY CALLED EMIGRANT HILL.  IT IS LOCATED,
 RB1361'AIRLINE, ABOUT 14 MILES EAST SOUTHEAST OF PENDLETON AND ABOUT 1/4
 RB1361'MILE NORTH OF U.S. HIGHWAY 30.
 RB1361
 RB1361                          STATION RECOVERY (2006)
 RB1361
 RB1361'RECOVERY NOTE BY GEOCACHING 2006 (GOP)
 RB1361'MOST OF THE PAINT HAS FLAKED OFF BUT THERE REMAINS EVIDENCE OF THE
 RB1361'ORIGINAL RED AND WHITE PAINT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC1093 ***********************************************************************
 PC1093  DESIGNATION -  DEAN
 PC1093  PID         -  PC1093
 PC1093  STATE/COUNTY-  OR/DOUGLAS
 PC1093  USGS QUAD   -  DEER HEAD POINT (1985)
 PC1093
 PC1093                         *CURRENT SURVEY CONTROL
 PC1093  ___________________________________________________________________
 PC1093* NAD 83(1991)-  43 41 42.50946(N)    123 54 29.96785(W)     ADJUSTED  
 PC1093* NAVD 88     -       480.1    (meters)    1575.     (feet)  VERTCON   
 PC1093  ___________________________________________________________________
 PC1093  LAPLACE CORR-           9.30  (seconds)                    DEFLEC99
 PC1093  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 PC1093  HORZ ORDER  -  SECOND
 PC1093
 PC1093.The horizontal coordinates were established by classical geodetic methods
 PC1093.and adjusted by the National Geodetic Survey in October 1991.
 PC1093
 PC1093.The NAVD 88 height was computed by applying the VERTCON shift value to
 PC1093.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PC1093
 PC1093.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC1093
 PC1093.The geoid height was determined by GEOID03.
 PC1093
 PC1093;                    North         East     Units Scale Factor Converg.
 PC1093;SPC OR S     -   230,922.226 1,225,328.628   MT  0.99993681   -2 19 54.5
 PC1093;SPC OR S     -   757,618.85  4,020,107.05   iFT  0.99993681   -2 19 54.5
 PC1093;UTM  10      - 4,838,414.618   426,803.907   MT  0.99966590   -0 37 39.1
 PC1093
 PC1093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC1093!SPC OR S     -   0.99992849  x   0.99993681  =   0.99986531
 PC1093!UTM  10      -   0.99992849  x   0.99966590  =   0.99959442
 PC1093
 PC1093:                Primary Azimuth Mark                     Grid Az
 PC1093:SPC OR S     -  MAPLE                                    344 31 08.7
 PC1093:UTM  10      -  MAPLE                                    342 48 53.3
 PC1093
 PC1093|---------------------------------------------------------------------|
 PC1093| PID    Reference Object                     Distance      Geod. Az  |
 PC1093|                                                           dddmmss.s |
 PC1093| OA1083 MAPLE                               APPROX.24.5 KM 3421114.2 |
 PC1093|---------------------------------------------------------------------|
 PC1093
 PC1093                          SUPERSEDED SURVEY CONTROL
 PC1093
 PC1093  NAD 83(1986)-  43 41 42.51344(N)    123 54 30.01053(W) AD(       ) 2
 PC1093  NAD 27      -  43 41 43.07600(N)    123 54 25.62800(W) AD(       ) 2
 PC1093  NGVD 29 (07/19/86)  479.0    (m)         1572.     (f) VERT ANG    3  
 PC1093
 PC1093.Superseded values are not recommended for survey control.
 PC1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC1093.See file dsdata.txt to determine how the superseded data were derived.
 PC1093
 PC1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP2680438415(NAD 83)
 PC1093
 PC1093  HISTORY     - Date     Condition        Report By
 PC1093  HISTORY     - 1908     MONUMENTED       CGS
 PC1093  HISTORY     - 1936     SEE DESCRIPTION  USGS
 PC1093  HISTORY     - 1967     SEE DESCRIPTION  CGS
 PC1093
 PC1093                          STATION DESCRIPTION
 PC1093
 PC1093'DESCRIBED BY COAST AND GEODETIC SURVEY 1908 (JSH)
 PC1093'STATION IS LOCATED ON THE N SLOPE OF THE FIRST PROMINENT KNOLL
 PC1093'ABOUT 275 METERS E OF THE TIMBERED SUMMIT, KNOWN AS DEER HEAD
 PC1093'POINT, ABOUT 15 OR 18 METERS FROM THE HIGHEST PART OF THE
 PC1093'KNOLL.  THE STATION IS MARKED BY AN INCH DRILL HOLE IN THE CENTER
 PC1093'OF A LONG, NARROW ROCK BURIED 4 INCHES UNDERGROUND.  FOR
 PC1093'REFERENCE MARKS EACH OF TWO TREES WAS MARKED WITH A TRIANGULAR
 PC1093'BLAZE WITH A NAIL AT THE CENTER.  ONE IS 15.32 METERS (50.3
 PC1093'FEET) N 23 DEG E FROM THE STATION, AND THE OTHER IS 14.25
 PC1093'METERS (46.8 FEET) S 68 DEG E.  THESE BEARINGS ARE PROBABLY
 PC1093'MAGNETIC.
 PC1093
 PC1093                          STATION RECOVERY (1936)
 PC1093
 PC1093'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1936
 PC1093'BOTH REFERENCE MARKS FOUND AS DESCRIBED.
 PC1093'
 PC1093'THE STATION MARK WAS DILIGENTLY SEARCHED FOR AND NOT FOUND.  ALL
 PC1093'ROCK UNCOVERED WAS BADLY DECOMPOSED.  A NEW STATION MARK WAS
 PC1093'ESTABLISHED USING DISTANCES FROM REFERENCE MARKS.  AFTER
 PC1093'ESTABLISHING THE POINT BY MEASUREMENT, THE TRUE BEARINGS CHECKED
 PC1093'THE BEARINGS, AS GIVEN FOR THE ORIGINAL MARK.
 PC1093'
 PC1093'STATION MARK IS NOW A STANDARD U.S.G.S. TABLET STAMPED DEAN 1936
 PC1093'CEMENTED IN BOULDER SET IN EARTH.
 PC1093
 PC1093                          STATION RECOVERY (1967)
 PC1093
 PC1093'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (NET)
 PC1093'THE STATION WAS RECOVERED IN GOOD CONDITION.  ROADS AND LANDMARKS
 PC1093'HAVE CHANGED.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 PC1093'
 PC1093'THE STATION IS 11 MILES EAST-SOUTHEAST OF REEDSPORT, 5 MILES
 PC1093'NORTHWEST OF SCOTTSBURG AND 1/4 MILE NORTHEAST OF DEER HEAD POINT,
 PC1093'ON FOREST SERVICE LAND ON A SANDSTONE HILL THAT HAS RECENTLY BEEN
 PC1093'LOGGED OFF.
 PC1093'
 PC1093'TO REACH THE STATION FROM THE SCOTTSBURG POST OFFICE GO EAST ON
 PC1093'STATE HIGHWAY 38 FOR 1.9 MILES TO A SIDE ROAD LEFT, TURN LEFT,
 PC1093'PASSING THE WELLS CREEK GUARD STATION ON THE LEFT, AND GO NORTH ON
 PC1093'THE MACADAM FOR 2.1 MILES TO A FORK, TAKE THE LEFT FORK, FERN TOP
 PC1093'ROAD NORTHWEST FOR 0.9 MILE TO A SIDE ROAD LEFT, TURN SHARP LEFT
 PC1093'AND GO WEST ON THE GRAVELED ROAD, FERN CREEK ROAD, FOR 2.6 MILES TO
 PC1093'A FORK, TAKE THE RIGHT FORK, FOREST SERVICE ROAD 2138, SOUTHWEST
 PC1093'FOR 2.8 MILES TO A FORK, TAKE THE LEFT FORK, FOREST SERVICE ROAD
 PC1093'2173, WEST FOR 1.3 MILES TO A FORK AND THE END OF TRUCK TRAVEL.
 PC1093'PACK SOUTH UP THE STEEP SANDSTONE BLUFF FOR 150 FEET TO THE
 PC1093'STATION.
 PC1093'
 PC1093'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY DISK, STAMPED DEAN
 PC1093'1936, CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS FLUSH, 40
 PC1093'FEET NORTH OF THE HIGHEST PART OF THE HILL AND 1 FOOT NORTH OF
 PC1093'A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1948 ***********************************************************************
 QE1948  DESIGNATION -  DEAN
 QE1948  PID         -  QE1948
 QE1948  STATE/COUNTY-  OR/MARION
 QE1948  USGS QUAD   -  SIDNEY (1986)
 QE1948
 QE1948                         *CURRENT SURVEY CONTROL
 QE1948  ___________________________________________________________________
 QE1948* NAD 83(1991)-  44 45 47.21771(N)    123 06 17.78379(W)     ADJUSTED  
 QE1948* NAVD 88     -        57.     (meters)     187.     (feet)  VERTCON   
 QE1948  ___________________________________________________________________
 QE1948  LAPLACE CORR-          -5.48  (seconds)                    DEFLEC99
 QE1948  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 QE1948  HORZ ORDER  -  SECOND
 QE1948
 QE1948.The horizontal coordinates were established by classical geodetic methods
 QE1948.and adjusted by the National Geodetic Survey in October 1991.
 QE1948
 QE1948.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE1948.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE1948
 QE1948.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE1948
 QE1948.The geoid height was determined by GEOID03.
 QE1948
 QE1948;                    North         East     Units Scale Factor Converg.
 QE1948;SPC OR N     -   125,163.535 2,293,816.513   MT  0.99991949   -1 50 50.6
 QE1948;SPC OR N     -   410,641.52  7,525,644.73   iFT  0.99991949   -1 50 50.6
 QE1948;UTM  10      - 4,956,641.497   491,695.118   MT  0.99960085   -0 04 26.0
 QE1948
 QE1948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE1948!SPC OR N     -   0.99999464  x   0.99991949  =   0.99991413
 QE1948!UTM  10      -   0.99999464  x   0.99960085  =   0.99959550
 QE1948
 QE1948:                Primary Azimuth Mark                     Grid Az
 QE1948:SPC OR N     -  JACOB                                    114 07 36.8
 QE1948:UTM  10      -  JACOB                                    112 21 12.2
 QE1948
 QE1948|---------------------------------------------------------------------|
 QE1948| PID    Reference Object                     Distance      Geod. Az  |
 QE1948|                                                           dddmmss.s |
 QE1948| CE1639 JACOB                                              1121646.2 |
 QE1948|---------------------------------------------------------------------|
 QE1948
 QE1948                          SUPERSEDED SURVEY CONTROL
 QE1948
 QE1948  NAD 83(1986)-  44 45 47.24203(N)    123 06 17.80191(W) AD(       ) 2
 QE1948  NAD 27      -  44 45 47.80660(N)    123 06 13.45649(W) AD(       ) 2
 QE1948  NGVD 29 (07/19/86)   56.     (m)          184.     (f) VERT ANG    3  
 QE1948
 QE1948.Superseded values are not recommended for survey control.
 QE1948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1948.See file dsdata.txt to determine how the superseded data were derived.
 QE1948
 QE1948_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ9169556641(NAD 83)
 QE1948_MARKER: Z = SEE DESCRIPTION
 QE1948_SETTING: 0 = UNSPECIFIED SETTING
 QE1948
 QE1948  HISTORY     - Date     Condition        Report By
 QE1948  HISTORY     - 1972     MONUMENTED       OR-047
 QE1948
 QE1948                          STATION DESCRIPTION
 QE1948
 QE1948'DESCRIBED BY MARION COUNTY OREGON 1972 (ADG)
 QE1948'THE STATION IS LOCATED ABOUT 5.5 MILES NORTHWEST (AS THE CROW
 QE1948'FLIES) OF THE CITY OF JEFFERSON AND IS SITUATED IN THE
 QE1948'N.E. 1/4 OF THE N.W. 1/4 OF SECTION 30, TOWNSHIP 9 SOUTH,
 QE1948'RANGE 3 WEST, WILLAMETTE MERIDIAN, MARION COUNTY, OREGON.
 QE1948'
 QE1948'TO REACH THE STATION FROM THE INTERSECTION OF CHURCH STREET
 QE1948'AND U.S. 99-E IN THE CITY OF JEFFERSON, GO NORTH ON U.S. 99-E
 QE1948'FOR 0.8 MILE TO MARKET ROAD NO. 39 ON THE LEFT (JUST NORTH OF
 QE1948'THE JEFFERSON HIGH SCHOOL COMPLEX.) TURN LEFT ONTO MARKET
 QE1948'ROAD NO. 39 AND GO, ACROSS I-5 FREEWAY (TALBOT INTERCHANGE) FOR
 QE1948'5.4 MILES TO THE VILLAGE OF TABLOT.  CONTINUE WEST FOR ABOUT
 QE1948'0.4 MILE TO THE STATION MARK WHICH IS A COUNTY MONUMENT SET
 QE1948'FLUSH WITH THE PAVEMENT AND BEING STATION P.I. 313+37.7 OF
 QE1948'SAID MARKET ROAD NO. 39.  POINT IS IN FRONT OF THE DEAN
 QE1948'DAVIDSON HOUSE.  A COUNTY MONUMENT BEARS SOUTH 78 DEG 52 MIN
 QE1948'WEST 458.2 FEET.
 QE1948'
 QE1948'THE STATION MARK IS A MARION COUNTY BRASS DISK STAMPED MARION
 QE1948'COUNTY.  T9S, R3W.  P.I. 313+37.7, SET IN THE TOP OF AN 8
 QE1948'INCH CYLINDRICAL CONCRETE POST AND 7 INCHES BELOW THE SURFACE
 QE1948'OF THE PAVEMENT.  A MARION COUNTY CAST IRON BOX ENCASES THE TOP
 QE1948'OF THE CONCRETE POST AND HAS A METAL COVER EMBOSSED WITH THE
 QE1948'WORDS MARION COUNTY MONUMENT.  THERE IS NO UNDERGROUND STATION
 QE1948'MARK FOR THIS STATION.
 QE1948'
 QE1948'AZIMUTH MARK IS STATION JACOB WHICH IS 1,742.7 FEET SOUTHEAST
 QE1948'OF STATION DEAN AND IS A COUNTY MONUMENT SET FLUSH WITH THE
 QE1948'SURFACE OF THE PAVEMENT NEAR THE SOUTHERLY EDGE THEREOF.  POINT
 QE1948'IS ONE FURLONG WEST OF THE MAIN INTERSECTION IN THE VILLAGE
 QE1948'OF TALBOT.  POINT IS ALSO THE 2ND ROAD P.I. WEST OF THE SAME
 QE1948'INTERSECTION.  A GEODETIC MARKER POST BEARS SOUTH 18 FEET.  THE
 QE1948'AZIMUTH MARK IS A MARION COUNTY BRASS DISK STAMPED MARION
 QE1948'COUNTY.  T9S, R3W.  P.I. 295+95.0, SET IN THE TOP OF AN 8 INCH
 QE1948'CYLINDRICAL CONCRETE POST AND 7 INCHES BELOW THE SURFACE OF
 QE1948'THE PAVEMENT.  A MARION COUNTY CAST IRON BOX ENCASES THE TOP
 QE1948'OF THE CONCRETE POST AND HAS A METAL COVER EMBOSSED WITH THE
 QE1948'WORDS MARION COUNTY MONUMENT.  THERE IS NO UNDERGROUND STATION
 QE1948'MARK FOR THIS AZIMUTH STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC1094 ***********************************************************************
 PC1094  DESIGNATION -  DEAN 2
 PC1094  PID         -  PC1094
 PC1094  STATE/COUNTY-  OR/DOUGLAS
 PC1094  USGS QUAD   -  DEER HEAD POINT (1985)
 PC1094
 PC1094                         *CURRENT SURVEY CONTROL
 PC1094  ___________________________________________________________________
 PC1094* NAD 83(1991)-  43 41 36.09735(N)    123 54 19.52384(W)     ADJUSTED  
 PC1094* NAVD 88     -       472.23   (+/-2cm)    1549.3    (feet)  VERTCON   
 PC1094  ___________________________________________________________________
 PC1094  LAPLACE CORR-           8.96  (seconds)                    DEFLEC99
 PC1094  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 PC1094  HORZ ORDER  -  SECOND
 PC1094  VERT ORDER  -  THIRD ? (See Below)
 PC1094
 PC1094.The horizontal coordinates were established by classical geodetic methods
 PC1094.and adjusted by the National Geodetic Survey in October 1991.
 PC1094
 PC1094.The NAVD 88 height was computed by applying the VERTCON shift value to
 PC1094.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PC1094.The vertical order pertains to the NGVD 29 superseded value.
 PC1094
 PC1094.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC1094
 PC1094.The geoid height was determined by GEOID03.
 PC1094
 PC1094;                    North         East     Units Scale Factor Converg.
 PC1094;SPC OR S     -   230,714.995 1,225,554.251   MT  0.99993652   -2 19 47.3
 PC1094;SPC OR S     -   756,938.96  4,020,847.28   iFT  0.99993652   -2 19 47.3
 PC1094;UTM  10      - 4,838,214.243   427,035.530   MT  0.99966548   -0 37 31.8
 PC1094
 PC1094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC1094!SPC OR S     -   0.99992973  x   0.99993652  =   0.99986625
 PC1094!UTM  10      -   0.99992973  x   0.99966548  =   0.99959523
 PC1094
 PC1094|---------------------------------------------------------------------|
 PC1094| PID    Reference Object                     Distance      Geod. Az  |
 PC1094|                                                           dddmmss.s |
 PC1094| CD8429 DEAN 2 RM 2                          19.922 METERS 04534     |
 PC1094| CD8430 DEAN 2 RM 3                           7.135 METERS 21248     |
 PC1094| CD8427 DEAN 2 AZ MK                                       2654101.2 |
 PC1094| PC1092 DEAN RESET                          304.662 METERS 31002     |
 PC1094| CD8431 DEAN 2 RM 4                          45.367 METERS 33100     |
 PC1094| CD8428 DEAN 2 RM 1                          13.259 METERS 35639     |
 PC1094|---------------------------------------------------------------------|
 PC1094
 PC1094                          SUPERSEDED SURVEY CONTROL
 PC1094
 PC1094  NAD 83(1986)-  43 41 36.10310(N)    123 54 19.56044(W) AD(       ) 2
 PC1094  NAD 27      -  43 41 36.69033(N)    123 54 15.21065(W) AD(       ) 2
 PC1094  NGVD 29 (07/19/86)  471.13   (m)         1545.7    (f) LEVELING    3  
 PC1094
 PC1094.Superseded values are not recommended for survey control.
 PC1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC1094.See file dsdata.txt to determine how the superseded data were derived.
 PC1094
 PC1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP2703638214(NAD 83)
 PC1094_MARKER: Z = SEE DESCRIPTION
 PC1094_SETTING: 0 = UNSPECIFIED SETTING
 PC1094
 PC1094  HISTORY     - Date     Condition        Report By
 PC1094  HISTORY     - 1971     MONUMENTED       OR-019
 PC1094  HISTORY     - 1970     SEE DESCRIPTION  NGS
 PC1094  HISTORY     - 1971     SEE DESCRIPTION  NGS
 PC1094
 PC1094                          STATION DESCRIPTION
 PC1094
 PC1094'DESCRIBED BY DOUGLAS COUNTY OREGON 1971 (LDF)
 PC1094'THE STATION IS LOCATED, AIRLINE, ABOUT 11 MILES EAST-SOUTHEAST OF
 PC1094'REEDSPORT, 5 MILES NORTHWEST OF SCOTTSBURG, 1/4 MILE NORTHEAST OF
 PC1094'DEAR HEAD POINT AND IN THE NE 1/4 SECTION 5, T22S, R10W.
 PC1094'
 PC1094'TO REACH THE STATION FROM THE END OF TRUCK TRAVEL, MENTIONED IN
 PC1094'THE RECOVERY NOTE FOR STATION DEAN (USGS), CONTINUE IN A
 PC1094'SOUTHEASTERLY DIRECTION ON THE ROAD FOR 0.15 MILE TO THE END OF THE
 PC1094'ROAD AND THE MARK ON THE LEFT.  IT IS ABOUT 75 PACES FROM THE ROAD
 PC1094'AND NEAR THE EDGE OF A FLAT, CLEARED AREA.
 PC1094'
 PC1094'THE STATION IS A DOUGLAS COUNTY SURVEYORS DISK, STAMPED DEAN 2
 PC1094'1970, WEDGED IN A DRILL HOLE IN BEDROCK WHICH IS FLUSH WITH THE
 PC1094'GROUND SURFACE.  IT IS ON THE SOUTH PORTION OF THE HILL, 50 FEET
 PC1094'NORTH OF THE SOUTH END OF THE HILL AND 17 FEET WEST OF THE EAST
 PC1094'END OF THE HILL.
 PC1094'
 PC1094'A GEODOMETER TRAVERSE WAS MADE TO TRIANGULATION STATION DEAN
 PC1094'(USGS) 1908 1936.  THE DISTANCE BEING 304.704 METERS (999.58 FEET).
 PC1094
 PC1094                          STATION RECOVERY (1970)
 PC1094
 PC1094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (FLI)
 PC1094'STATION IS LOCATED 10 MILES EAST OF REEDSPORT ON THE HILL KNOWN
 PC1094'AS DEER HEAD POINT.
 PC1094'
 PC1094'TO REACH STATION FROM WELLS CREEK GUARD STATION GO NORTHERLY 2.0
 PC1094'MILES TO FORK.  TURN LEFT ON FERN TOP RD. 0.9 MILES TO FORK.  GO
 PC1094'LEFT 5.7 MILES ON FRANKLIN CREEK RD. TO FORK.  GO LEFT 1.3 MILES
 PC1094'ON ROAD 2173 TO FORK.  GO LEFT 0.2 MILES TO SWITCHBACK LEFT AND
 PC1094'100 YARDS TO TOP OF MOUNTAIN AND STATION.
 PC1094'
 PC1094'THE STATION MARK, STAMPED DEAN 2 1970 DC, IS A BRASS CAP SET IN
 PC1094'A SLIGHTLY EXPOSED SANDSTONE OUTCROPPING ON THE SOUTHERN ONE-THIRD
 PC1094'OF AN OLD LOGGING LANDING.
 PC1094'
 PC1094'REFERENCE MARKS 1, 2, 3 AND 4 ARE ALSO BRASS CAPS STAMPED DEAN 2
 PC1094'1970 DC.  THESE CAPS ARE ALSO SET IN SANDSTONE OUTCROPPINGS.
 PC1094'
 PC1094'THE AZIMUTH MARK, STAMPED DEAN 2 1970 DC, IS A BRASS CAP SET IN
 PC1094'A FIR STUMP ALONG THE EAST SIDE OF THE ROAD, APPROXIMATELY 2,000
 PC1094'FEET WEST OF THE STATION.
 PC1094
 PC1094                          STATION RECOVERY (1971)
 PC1094
 PC1094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RBM)
 PC1094'THE STATION AND REFERENCE MARK 3 WERE RECOVERED IN GOOD CONDITION.
 PC1094'
 PC1094'TO REACH FROM STATION DEAN (USGS) 1908, GO 0.15 MILE SOUTHEASTERLY
 PC1094'ON A SIDE ROAD TO A TURNAROUND.  PACK NORTHEASTERLY UP A GRASSY
 PC1094'RIDGE FOR ABOUT 90 PACES TO A FLAT TOP RIDGE AND THE STATION.
 PC1094'
 PC1094'THE STATION IS A DOUGLAS COUNTY SURVEYORS DISK STAMPED DEAN 2
 PC1094'1970 SET IN A DRILL HOLE IN A 3 FOOT BY 5 FOOT SECTION OF EXPOSED
 PC1094'BEDROCK THAT PROJECTS ABOUT 12 INCHES ABOVE THE GENERAL ELEVATION
 PC1094'OF THE GROUND, 50 FEET NORTH OF THE SOUTH EDGE OF THE TOP OF THE
 PC1094'HILL AND 17 FEET WEST OF THE EAST EDGE OF THE HILL.
 PC1094'
 PC1094'REFERENCE MARK 3 IS A DOUGLAS COUNTY SURVEYORS OFFICE DISK
 PC1094'STAMPED DEAN 2 R.M.3 1970 SET IN THE EXPOSED BEDROCK ABOUT 20 FEET
 PC1094'SOUTHWEST OF THE STATION.
 PC1094'
 PC1094'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PC1094'5 MILES NW OF SCOTTSBURG.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC1091 ***********************************************************************
 PC1091  DESIGNATION -  DEAN MOUNTAIN LOH
 PC1091  PID         -  PC1091
 PC1091  STATE/COUNTY-  OR/DOUGLAS
 PC1091  USGS QUAD   -  ELK PEAK (1985)
 PC1091
 PC1091                         *CURRENT SURVEY CONTROL
 PC1091  ___________________________________________________________________
 PC1091* NAD 83(1991)-  43 36 52.21434(N)    123 58 47.18922(W)     ADJUSTED  
 PC1091* NAVD 88     -              **(meters)            **(feet)            
 PC1091  ___________________________________________________________________
 PC1091  LAPLACE CORR-          10.68  (seconds)                    DEFLEC99
 PC1091  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 PC1091  HORZ ORDER  -  THIRD
 PC1091
 PC1091.The horizontal coordinates were established by classical geodetic methods
 PC1091.and adjusted by the National Geodetic Survey in October 1991.
 PC1091
 PC1091
 PC1091.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC1091
 PC1091.The geoid height was determined by GEOID03.
 PC1091
 PC1091;                    North         East     Units Scale Factor Converg.
 PC1091;SPC OR S     -   222,208.099 1,219,201.706   MT  0.99992486   -2 22 50.4
 PC1091;SPC OR S     -   729,029.20  4,000,005.60   iFT  0.99992486   -2 22 50.4
 PC1091;UTM  10      - 4,829,524.407   420,940.420   MT  0.99967688   -0 40 33.2
 PC1091
 PC1091                          SUPERSEDED SURVEY CONTROL
 PC1091
 PC1091  NAD 83(1986)-  43 36 52.22073(N)    123 58 47.22757(W) AD(       ) 4
 PC1091  NAD 27      -  43 36 52.79427(N)    123 58 42.85447(W) AD(       ) 3
 PC1091
 PC1091.Superseded values are not recommended for survey control.
 PC1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC1091.See file dsdata.txt to determine how the superseded data were derived.
 PC1091
 PC1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP2094029524(NAD 83)
 PC1091
 PC1091  HISTORY     - Date     Condition        Report By
 PC1091  HISTORY     - 1936     MONUMENTED       USFS
 PC1091  HISTORY     - 1942     SEE DESCRIPTION  CGS
 PC1091
 PC1091                          STATION DESCRIPTION
 PC1091
 PC1091'DESCRIBED BY US FOREST SERVICE 1936
 PC1091'THIS OCCUPIED STATION IS CENTER OF LOOKOUT HOUSE ON HIGHEST POINT
 PC1091'OF DEAN MOUNTAIN, ABOUT 9 MILES, AIR LINE, SE OF REEDSPORT.  TO
 PC1091'REACH FROM REEDSPORT, DRIVE E ON UMPQUA HIGHWAY 1.7 MILES, TURN
 PC1091'RIGHT.  OR S, GO 6 MILES, TAKE RIGHT FORK UPHILL, CONTINUE ON
 PC1091'MAIN-TRAVELED ROAD 8.6 MILES, TURN LEFT AT POWDER HOUSE, GO 0.3
 PC1091'MILE, TURN SHARP LEFT UPHILL 0.2 MILE TO LOOKOUT.
 PC1091'
 PC1091'REFERENCE DISK IN BOULDER IS 4.642 METERS (15.23 FEET) NORTHERLY
 PC1091'FROM CENTER OF HOUSE IN AZIMUTH.
 PC1091'
 PC1091'STATION LEANING TREE (U.S.G.S.) ESTABLISHED IN THIS LOCALITY
 PC1091'IN 1896, BUT POINT COULD NOT BE IDENTIFIED IN 1936.
 PC1091'
 PC1091'U.S.C. AND G.S. STATION DEAN IS ABOUT 7 MILES NE.
 PC1091'
 PC1091'REFERENCE DISK DEAN MOUNTAIN (U.S.F.S.) MENTIONED ABOVE WAS
 PC1091'OCCUPIED AS ECCENTRIC STATION, AND POSITION OF DISK CAN BE
 PC1091'COMPUTED.  SEE LIST OF DIRECTIONS.
 PC1091
 PC1091                          STATION RECOVERY (1942)
 PC1091
 PC1091'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (JCS)
 PC1091'THE DEAN MOUNTAIN LOOKOUT HOUSE OF THE ELIOTT STATE FOREST IS
 PC1091'LOCATED ON THE SUMMIT OF DEAN MOUNTAIN, ABOUT 8 MILES, AIR LINE,
 PC1091'SE OF REEDSPORT, AND ABOUT 1/4 MILE N OF THE DOUGLAS-COOS COUNTY
 PC1091'LINE.  THE TRIANGULATION STATION DEAN MTN. (U.S.F.S.-1936) IS
 PC1091'LOCATED 4.642 METERS DISTANT FROM THE CENTER OF THE HOUSE IN
 PC1091'AZIMUTH 204 DEG 04 MIN.
 PC1091'
 PC1091'DEAN MTN. LOOKOUT HOUSE IS A WOODEN STRUCTURE, ABOUT 25 FEET IN
 PC1091'HEIGHT, PAINTED WHITE.
 PC1091'
 PC1091'LOCATION DETERMINED BY DISTANCE AND DIRECTION FROM TRIANGULATION
 PC1091'STATION DEAN MTN. (U.S.F.S. 1936).
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC1090 ***********************************************************************
 PC1090  DESIGNATION -  DEAN MTN
 PC1090  PID         -  PC1090
 PC1090  STATE/COUNTY-  OR/DOUGLAS
 PC1090  USGS QUAD   -  ELK PEAK (1985)
 PC1090
 PC1090                         *CURRENT SURVEY CONTROL
 PC1090  ___________________________________________________________________
 PC1090* NAD 83(1991)-  43 36 52.35167(N)    123 58 47.10478(W)     ADJUSTED  
 PC1090* NAVD 88     -       555.3    (meters)    1822.     (feet)  VERTCON   
 PC1090  ___________________________________________________________________
 PC1090  LAPLACE CORR-          10.68  (seconds)                    DEFLEC99
 PC1090  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 PC1090  HORZ ORDER  -  FIRST
 PC1090
 PC1090.The horizontal coordinates were established by classical geodetic methods
 PC1090.and adjusted by the National Geodetic Survey in October 1991.
 PC1090
 PC1090.The NAVD 88 height was computed by applying the VERTCON shift value to
 PC1090.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PC1090
 PC1090.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC1090
 PC1090.The geoid height was determined by GEOID03.
 PC1090
 PC1090;                    North         East     Units Scale Factor Converg.
 PC1090;SPC OR S     -   222,212.255 1,219,203.773   MT  0.99992486   -2 22 50.4
 PC1090;SPC OR S     -   729,042.83  4,000,012.38   iFT  0.99992486   -2 22 50.4
 PC1090;UTM  10      - 4,829,528.622   420,942.363   MT  0.99967688   -0 40 33.1
 PC1090
 PC1090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC1090!SPC OR S     -   0.99991674  x   0.99992486  =   0.99984160
 PC1090!UTM  10      -   0.99991674  x   0.99967688  =   0.99959364
 PC1090
 PC1090:                Primary Azimuth Mark                     Grid Az
 PC1090:SPC OR S     -  DEAN MTN AZ MK 2                         093 45 47.6
 PC1090:UTM  10      -  DEAN MTN AZ MK 2                         092 03 30.3
 PC1090
 PC1090|---------------------------------------------------------------------|
 PC1090| PID    Reference Object                     Distance      Geod. Az  |
 PC1090|                                                           dddmmss.s |
 PC1090| CD8433 DEAN MTN AZ MK 2                                   0912257.2 |
 PC1090| CD8432 DEAN MTN AZ MK                                     10604     |
 PC1090| CD8436 DEAN MTN RM 3                         4.650 METERS 11449     |
 PC1090| CD8434 DEAN MTN RM 1                        11.274 METERS 14048     |
 PC1090| CD8435 DEAN MTN RM 2                        11.641 METERS 26922     |
 PC1090|---------------------------------------------------------------------|
 PC1090
 PC1090                          SUPERSEDED SURVEY CONTROL
 PC1090
 PC1090  NAD 83(1986)-  43 36 52.35817(N)    123 58 47.14348(W) AD(       ) 1
 PC1090  NAD 27      -  43 36 52.93200(N)    123 58 42.77000(W) AD(       ) 1
 PC1090  NGVD 29 (07/19/86)  554.2    (m)         1818.     (f) VERT ANG    3  
 PC1090
 PC1090.Superseded values are not recommended for survey control.
 PC1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC1090.See file dsdata.txt to determine how the superseded data were derived.
 PC1090
 PC1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP2094229529(NAD 83)
 PC1090_MARKER: Z = SEE DESCRIPTION
 PC1090_SETTING: 0 = UNSPECIFIED SETTING
 PC1090
 PC1090  HISTORY     - Date     Condition        Report By
 PC1090  HISTORY     - 1936     MONUMENTED       USFS
 PC1090  HISTORY     - 1942     SEE DESCRIPTION  CGS
 PC1090  HISTORY     - 1953     SEE DESCRIPTION  CGS
 PC1090  HISTORY     - 1971     SEE DESCRIPTION  NGS
 PC1090
 PC1090                          STATION DESCRIPTION
 PC1090
 PC1090'DESCRIBED BY US FOREST SERVICE 1936
 PC1090'THIS OCCUPIED STATION IS REFERENCE MARK DISK FOR STATION DEAN
 PC1090'MOUNTAIN LOOKOUT HOUSE (U.S.F.S.), DESCRIPTION OF WHICH GIVES
 PC1090'TRAVEL DIRECTIONS AND OTHER DATA.  STATION DEAN MOUNTAIN (U.S.F.S.)
 PC1090'IS MARKED BY U.S.F.S. DISK IN BOULDER.  CENTER OF LOOKOUT HOUSE IS
 PC1090'4.642 METERS (15.23 FEET) SOUTHERLY FROM DISK.
 PC1090'
 PC1090'DISK WAS OCCUPIED AS ECCENTRIC STATION FOR OBSERVATIONS FROM
 PC1090'LOOKOUT HOUSE.  SEE LIST OF DIRECTIONS, DEAN MTN. LOOKOUT
 PC1090'HOUSE.  POSITION OF DISK CAN BE COMPUTED.  CENTER OF LOOKOUT IS
 PC1090'133 DEG 30 MIN TO LEFT OF SIGHT DISK TO SILTCOOS L.O.
 PC1090
 PC1090                          STATION RECOVERY (1942)
 PC1090
 PC1090'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (JCS)
 PC1090'STATION IS LOCATED ABOUT 8 MILES, AIR LINE, SE OF REEDSPORT AND
 PC1090'1/4 MILE N OF THE COOS-DOUGLAS COUNTY LINE.  IT IS ON THE SUMMIT
 PC1090'OF DEANS MOUNTAIN AND ABOUT 2 METERS N OF THE N SIDE OF THE ELIOTT
 PC1090'STATE FOREST LOOKOUT HOUSE.  STATION IS APPROXIMATELY 2000 FEET
 PC1090'IN ELEVATION.
 PC1090'
 PC1090'STATION MARK IS A BRONZE U.S. FOREST SERVICE DISK SET IN A BURIED
 PC1090'BOULDER FLUSH WITH THE SURFACE.  MARK IS STAMPED DEAN MTN. 1936.
 PC1090'
 PC1090'NO UNDERGROUND MARK WAS ESTABLISHED.
 PC1090'
 PC1090'REFERENCE MARK NO.1 IS A BRONZE DISK SET IN A SQUARE BLOCK OF
 PC1090'CONCRETE PROJECTING ABOUT 6 INCHES ABOVE THE SURFACE.  IT IS
 PC1090'ABOUT 18 INCHES N OF THE N SIDE OF THE GARAGE AT ITS NW
 PC1090'CORNER.  MARK IS STAMPED DEAN MTN. NO.1 1942.
 PC1090'
 PC1090'REFERENCE MARK NO.2 IS A BRONZE DISK SET IN A SQUARE BLOCK OF
 PC1090'CONCRETE PROJECTING ABOUT 6 INCHES ABOVE THE SURFACE.  IT IS
 PC1090'ABOUT 9 YARDS W OF THE W SIDE OF THE LOOKOUT HOUSE.  MARK IS
 PC1090'STAMPED DEAN MTN. NO.2 1942.
 PC1090'
 PC1090'BOTH REFERENCE MARKS ARE SLIGHTLY LOWER THAN THE STATION MARK.
 PC1090'
 PC1090'THE AZIMUTH MARK IS A BRONZE DISK SET IN A SQUARE BLOCK OF
 PC1090'CONCRETE PROJECTING ABOUT 6 INCHES.  IT IS LOCATED AT THE LAST
 PC1090'ROAD FORK ENROUTE TO STATION AND IS ABOUT 5 YARDS SOUTHERLY OF
 PC1090'THE FOREST SERVICE SIGN READING DEAN MTN. 0.2 MI.  MARK IS STAMPED
 PC1090'DEAN MTN. 1942.
 PC1090'
 PC1090'TO REACH FROM REEDSPORT GO EASTERLY ON STATE HIGHWAY 38, UP
 PC1090'UMPQUA RIVER, 1.7 MILES.  TURN RIGHT AND FOLLOW MAIN-TRAVELED
 PC1090'ROAD 3.6 MILES.  TAKE LEFT FORK AND CONTINUE 2.4 MILES TO LARGE
 PC1090'RANCH HOUSE ON LEFT.  OBTAIN KEY TO LOCKED GATE, WHICH IS ABOUT
 PC1090'200 YARDS AHEAD, AT RANCH HOUSE.  CONTINUE ABOUT 150 YARDS.  TAKE
 PC1090'RIGHT FORK, UPGRADE, THROUGH LOCKED GATE, AND FOLLOW THIS ROAD
 PC1090'SOUTHEASTERLY 8.3 MILES TO OLD POWDER HOUSE ON RIGHT.  KEEP
 PC1090'LEFT ON MAIN-TRAVELED ROAD 0.3 MILE.  THENCE TAKE LEFT FORK 0.2
 PC1090'MILE TO LOOKOUT HOUSE AND STATION.
 PC1090
 PC1090                          STATION RECOVERY (1953)
 PC1090
 PC1090'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CTH)
 PC1090'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 PC1090'GOOD CONDITION.  THE STATION MARK IS TOO CLOSE TO A LOOKOUT HOUSE TO
 PC1090'OCCUPY, THEREFORE REFERENCE MARK NO. 3 WAS ESTABLISHED BY THIS
 PC1090'PARTY AND OCCUPIED.  A DESCRIPTION OF REFERENCE MARK NO. 3 FOLLOWS.
 PC1090'
 PC1090'REFERENCE MARK NO. 3 IS A STANDARD DISK SET IN THE TOP OF A 4-INCH
 PC1090'IRON PIPE THAT PROJECTS 3 INCHES, AND THE DISK IS STAMPED DEAN MTN
 PC1090'NO 3 1942.  IT IS 11 FEET EAST OF THE NORTHEAST CORNER OF A
 PC1090'LOOKOUT TOWER.
 PC1090
 PC1090                          STATION RECOVERY (1971)
 PC1090
 PC1090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LDF)
 PC1090'THE STATION MARK AND REFERENCE MARK 3 WERE RECOVERED IN POOR
 PC1090'CONDITION.  BOTH MARKS APPEAR TO BE TILTED.  REFERENCE MARKS 1
 PC1090'AND 2 WERE RECOVERED IN GOOD CONDITION.  IT WAS NOTED AT THE TIME
 PC1090'OF RECOVERY THAT BOTH MEASUREMENTS TO REFERENCE MARKS 1 AND 3
 PC1090'WERE 0.005 METER SHORTER THAN THE 1953 MEASUREMENTS.  ALSO A
 PC1090'DIFFERENCE IN THE ANGLE BETWEEN REFERENCE MARKS 1 AND 3 WAS IN
 PC1090'ERROR BY 23 MINUTES AND THE ANGLE BETWEEN REFERENCE MARKS 1 AND
 PC1090'2 WAS IN ERROR BY 13 MINUTES.  THE ANGLES AND MEASUREMENTS WERE
 PC1090'CONFIRMED BY A DIFFERENT OBSERVER ON A DIFFERENT DAY.  A
 PC1090'SEARCH WAS MADE FOR THE AZIMUTH MARK BUT IT COULD NOT BE
 PC1090'FOUND.  THERE HAS BEEN GRADING IN THE AREA AND IT IS PRESUMED
 PC1090'THAT THE MARK IS DESTROYED.  A NEW AZIMUTH MARK WAS
 PC1090'ESTABLISHED.
 PC1090'
 PC1090'THE LOOKOUT TOWER HAS BEEN REMOVED.
 PC1090'
 PC1090'THE STATION IS LOCATED ON THE SUMMIT OF DEAN MOUNTAIN APPROXIMATELY
 PC1090'8 MILES SOUTHEAST OF REEDSPORT, 1/4 MILE NORTH OF COOS-DOUGLAS
 PC1090'COUNTY LINE, IN THE SW 1/4 SECTION 35, T 22 S, R 10 W, ON THE
 PC1090'PROPERTY MAINTAINED BY THE STATE FOREST SERVICE.  PERMISSION TO
 PC1090'ENTER THE PROPERTY AND THE KEY FOR THE LOCKED CABLE CAN BE
 PC1090'OBTAINED FROM THE DISTRICT FOREST OFFICE IN REEDSPORT.
 PC1090'
 PC1090'TO REACH THE STATION FROM THE POST OFFICE IN REEDSPORT, GO EAST ON
 PC1090'STATE HIGHWAY 38 FOR 5.4 MILES TO A SIDE ROAD RIGHT, JUST AFTER
 PC1090'CROSSING DEAN CREEK.  TURN RIGHT AND GO SOUTH ON DEAN CREEK ROAD
 PC1090'FOR 2.6 MILES TO A FORK AND SIGN DEAN MTN. FOREST RD.  TAKE THE
 PC1090'RIGHT FORK, DEAN MTN. FOREST RD., AND GO IN A WESTERLY DIRECTION
 PC1090'ON THE GRAVEL ROAD 1.25 MILES TO A SIDE ROAD RIGHT.  CONTINUE IN
 PC1090'A WESTERLY AND SOUTHERLY DIRECTION FOR 0.75 MILE TO A SIDE ROAD
 PC1090'RIGHT AND SIGN MILLER RIDGE RD.  CONTINUE IN A SOUTH AND
 PC1090'SOUTHEASTERLY DIRECTION FOR 2.25 MILES TO A FORK, TAKE LEFT
 PC1090'FORK AND CONTINUE IN A SOUTHEASTERLY DIRECTION ON THE MAIN
 PC1090'GRAVEL ROAD FOR 3.75 MILES TO A T-ROAD AND SIGN DEAN MTN. L.O.
 PC1090'TURN RIGHT AND GO SOUTH FOR 0.65 MILE TO A 3-WAY FORK, (AT
 PC1090'THIS POINT TO REACH THE AZIMUTH MARK, TAKE THE EXTREME LEFT
 PC1090'FORK FOR 0.1 MILE TO A DIM FORK, TAKE LEFT FORK TO THE TOP OF
 PC1090'A SMALL FLAT KNOLL AND THE AZIMUTH MARK AS DESCRIBED).  TAKE
 PC1090'EXTREME RIGHT FORK AT THE 3-WAY FORK, GO UPHILL APPROXIMATELY
 PC1090'300 FEET TO A LOCKED CABLE ACROSS THE ROAD, CONTINUE FOR
 PC1090'0.15 MILE TO THE SUMMIT AND THE STATION AS DESCRIBED.
 PC1090'
 PC1090'THE STATION IS A DEPARTMENT OF AGRICULTURE STATION MARK DISK,
 PC1090'STAMPED DEAN MTN 1936, CEMENTED IN A DRILL HOLE IN A BURIED BOULDER
 PC1090'THAT IS 2 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 79.5 FEET
 PC1090'EAST-SOUTHEAST OF A LONE TREE AND 35.6 FEET NORTHWEST OF THE NORTH
 PC1090'CORNER OF A GARAGE.
 PC1090'
 PC1090'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DEAN MTN NO 1 1942,
 PC1090'SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 PC1090'SURFACE OF THE GROUND.  IT IS 3.0 FEET EAST OF THE NORTH CORNER
 PC1090'OF THE GARAGE AND APPROXIMATELY 3 FEET LOWER IN ELEVATION THAN
 PC1090'THE STATION.
 PC1090'
 PC1090'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DEAN MTN NO 2 1942,
 PC1090'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4
 PC1090'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 65.5 FEET EAST OF
 PC1090'THE NORTH CORNER OF THE GARAGE, 41.5 FEET EAST-SOUTHEAST OF THE
 PC1090'LONE TREE AND APPROXIMATELY 1 FOOT LOWER IN ELEVATION THAN THE
 PC1090'STATION.
 PC1090'
 PC1090'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED DEAN MTN NO 3 1942,
 PC1090'WELDED IN THE TOP OF A IRON PIPE THAT PROJECTS 4 INCHES ABOVE THE
 PC1090'SURFACE OF THE GROUND.  IT IS 94.0 FEET SOUTHEAST OF THE LONE
 PC1090'TREE, 24.0 FEET NORTH-NORTHEAST OF THE NORTH CORNER OF THE GARAGE
 PC1090'AND APPROXIMATELY 2 FEET LOWER IN ELEVATION THAN THE STATION.
 PC1090'
 PC1090'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED DEAN MTN USFS 1942
 PC1090'1971, CEMENTED IN A DRILL HOLE IN A LARGE FLAT OUTCROPPING BED ROCK
 PC1090'THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 98.0 FEET
 PC1090'SOUTH-SOUTHWEST OF A METAL WITNESS POST AND 52 FEET NORTH OF THE
 PC1090'SOUTH EDGE OF THE KNOLL.
 PC1090'
 PC1090'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 PC1090'
 PC1090'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PC1090'8 MILES SOUTHEAST OF REEDSPORT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2034 ***********************************************************************
 RD2034  DESIGNATION -  DEAN POINT
 RD2034  PID         -  RD2034
 RD2034  STATE/COUNTY-  OR/TILLAMOOK
 RD2034  USGS QUAD   -  NEHALEM (1985)
 RD2034
 RD2034                         *CURRENT SURVEY CONTROL
 RD2034  ___________________________________________________________________
 RD2034* NAD 83(1991)-  45 41 52.35788(N)    123 53 20.89087(W)     ADJUSTED  
 RD2034* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 RD2034  ___________________________________________________________________
 RD2034  LAPLACE CORR-          22.16  (seconds)                    DEFLEC99
 RD2034  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 RD2034  HORZ ORDER  -  THIRD
 RD2034
 RD2034.The horizontal coordinates were established by classical geodetic methods
 RD2034.and adjusted by the National Geodetic Survey in October 1991.
 RD2034
 RD2034.The orthometric height was scaled from a topographic map.
 RD2034
 RD2034.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2034
 RD2034.The geoid height was determined by GEOID03.
 RD2034
 RD2034;                    North         East     Units Scale Factor Converg.
 RD2034;SPC OR N     -   231,250.709 2,236,135.087   MT  0.99993722   -2 24 12.7
 RD2034;SPC OR N     -   758,696.55  7,336,401.20   iFT  0.99993722   -2 24 12.7
 RD2034;UTM  10      - 5,060,864.869   430,778.426   MT  0.99965891   -0 38 10.9
 RD2034
 RD2034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2034!SPC OR N     -   1.00000336  x   0.99993722  =   0.99994058
 RD2034!UTM  10      -   1.00000336  x   0.99965891  =   0.99966227
 RD2034
 RD2034|---------------------------------------------------------------------|
 RD2034| PID    Reference Object                     Distance      Geod. Az  |
 RD2034|                                                           dddmmss.s |
 RD2034| DD9587 DEAN POINT RM 1                       8.704 METERS 10551     |
 RD2034| RD2061 NEHALEM RIVER DAY BEACON 5          APPROX. 0.7 KM 1203357.0 |
 RD2034| RD2058 WHEELER LEWIS SHINGLE CO SPAR       APPROX. 0.8 KM 1262318.8 |
 RD2034| RD1211 J 97                                APPROX. 1.0 KM 1460850.2 |
 RD2034| RD2027 NEHALEM R CURTIS MOORAGE W GAB      APPROX. 1.4 KM 2220429.5 |
 RD2034| RD2056 NEHALEM RIVER DAY BEACON 4          APPROX. 1.4 KM 2232403.1 |
 RD2034| RD2030 NEHALEM RIVER DAY BEACON 3          APPROX. 1.9 KM 2565041.0 |
 RD2034| DD9588 DEAN POINT RM 2                      12.489 METERS 35109     |
 RD2034|---------------------------------------------------------------------|
 RD2034
 RD2034                          SUPERSEDED SURVEY CONTROL
 RD2034
 RD2034  NAD 83(1986)-  45 41 52.38725(N)    123 53 20.88077(W) AD(       ) 3
 RD2034  NAD 27      -  45 41 53.00500(N)    123 53 16.40900(W) AD(       ) 3
 RD2034
 RD2034.Superseded values are not recommended for survey control.
 RD2034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2034.See file dsdata.txt to determine how the superseded data were derived.
 RD2034
 RD2034_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR3077860865(NAD 83)
 RD2034_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RD2034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD2034_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RD2034
 RD2034  HISTORY     - Date     Condition        Report By
 RD2034  HISTORY     - 1954     MONUMENTED       CGS
 RD2034
 RD2034                          STATION DESCRIPTION
 RD2034
 RD2034'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (FN)
 RD2034'LOCATED ABOUT 0.65 MILE NORTHWEST OF THE POST OFFICE IN WHEELER,
 RD2034'ABOUT 0.45 MILE WEST-NORTHWEST OF THE NORTHEAST END OF LAZARUS
 RD2034'ISLAND, ABOUT 350 FEET SOUTH-SOUTHWEST OF THE NORTHEAST TIP OF THE
 RD2034'ISLAND UPON WHICH IT IS LOCATED, 20.7 METERS WEST OF THE MEAN
 RD2034'HIGH WATER LINE (EDGE OF MARSH), 19.1 METERS SOUTH OF A
 RD2034'MULTIPLE-TRUNKED SPRUCE TREE AND 0.52 METERS SOUTHEAST OF A
 RD2034'4X4-INCH WHITE WITNESS POST PROJECTING 2 FEET.
 RD2034'
 RD2034'SURFACE MARK IS A STANDARD TRIANGULATION DISK STAMPED DEAN POINT
 RD2034'1954 SET IN ACCORDANCE WITH NOTE 1B.  MARK PROJECTS 6 INCHES.
 RD2034'
 RD2034'SUB-SURFACE MARK IS A STANDARD TRIANGULATION DISK STAMPED DEAN
 RD2034'POINT 1954 SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 3 FEET BELOW
 RD2034'THE SURFACE.
 RD2034'
 RD2034'REFERENCE MARK NO. 1 IS EAST OF THE STATION, 12 METERS WEST OF THE
 RD2034'MEAN HIGH WATER LINE AND 0.60 METERS WEST OF A 4X4-INCH WHITE
 RD2034'WITNESS POST PROJECTING 2 FEET.  IT IS A STANDARD REFERENCE DISK
 RD2034'STAMPED DEAN POINT NO 1 1954.  MARK PROJECTS 6 INCHES.
 RD2034'
 RD2034'REFERENCE MARK NO. 2 IS NORTH-NORTHWEST OF THE STATION, 25.2
 RD2034'METERS WEST OF THE MEAN HIGH WATER LINE, 6.6 METERS SOUTH OF A
 RD2034'MULTIPLE-TRUNKED SPRUCE TREE AND 1.54 METERS SOUTH OF A 4X4-INCH
 RD2034'WHITE WITNESS POST PROJECTING 2 FEET.  IT IS A STANDARD REFERENCE
 RD2034'DISK STAMPED DEAN POINT NO 2 1954.  MARK PROJECTS 6 INCHES.
 RD2034'
 RD2034'NO AZIMUTH MARK WAS SET.  STATION J 97 OR SOUTH MAY BE USED FOR
 RD2034'AN AZIMUTH MARK.
 RD2034'
 RD2034'STATION MAY BE REACHED ONLY BY BOAT.  RENT BOAT AT WHEELER OR
 RD2034'DELL CURTIS MOORAGE AND PROCEED AROUND SOUTHWEST END OF LAZARUS
 RD2034'ISLAND, THENCE NORTHEAST TOWARD DEAN POINT ALONG CHANNEL BETWEEN
 RD2034'ISLANDS TO STATION WHICH IS ON THE LEFT (WEST) BANK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC1092 ***********************************************************************
 PC1092  DESIGNATION -  DEAN RESET
 PC1092  PID         -  PC1092
 PC1092  STATE/COUNTY-  OR/DOUGLAS
 PC1092  USGS QUAD   -  DEER HEAD POINT (1985)
 PC1092
 PC1092                         *CURRENT SURVEY CONTROL
 PC1092  ___________________________________________________________________
 PC1092* NAD 83(1991)-  43 41 42.44776(N)    123 54 29.93984(W)     ADJUSTED  
 PC1092* NAVD 88     -       480.5    (meters)    1576.     (feet)  VERTCON   
 PC1092  ___________________________________________________________________
 PC1092  LAPLACE CORR-           9.30  (seconds)                    DEFLEC99
 PC1092  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 PC1092  HORZ ORDER  -  FIRST
 PC1092
 PC1092.The horizontal coordinates were established by classical geodetic methods
 PC1092.and adjusted by the National Geodetic Survey in October 1991.
 PC1092
 PC1092.The NAVD 88 height was computed by applying the VERTCON shift value to
 PC1092.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PC1092
 PC1092.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC1092
 PC1092.The geoid height was determined by GEOID03.
 PC1092
 PC1092;                    North         East     Units Scale Factor Converg.
 PC1092;SPC OR S     -   230,920.298 1,225,329.177   MT  0.99993680   -2 19 54.4
 PC1092;SPC OR S     -   757,612.53  4,020,108.85   iFT  0.99993680   -2 19 54.4
 PC1092;UTM  10      - 4,838,412.707   426,804.513   MT  0.99966590   -0 37 39.0
 PC1092
 PC1092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC1092!SPC OR S     -   0.99992843  x   0.99993680  =   0.99986524
 PC1092!UTM  10      -   0.99992843  x   0.99966590  =   0.99959436
 PC1092
 PC1092|---------------------------------------------------------------------|
 PC1092| PID    Reference Object                     Distance      Geod. Az  |
 PC1092|                                                           dddmmss.s |
 PC1092| PC1094 DEAN 2                              304.662 METERS 13002     |
 PC1092| CD8437 DEAN AZ MK                                         1510053.2 |
 PC1092| CD8438 DEAN RM 1                             5.459 METERS 18338     |
 PC1092| CD8439 DEAN RM 2                             3.811 METERS 31326     |
 PC1092|---------------------------------------------------------------------|
 PC1092
 PC1092                          SUPERSEDED SURVEY CONTROL
 PC1092
 PC1092  NAD 83(1986)-  43 41 42.45375(N)    123 54 29.97683(W) AD(       ) 1
 PC1092  NAD 27      -  43 41 43.02766(N)    123 54 25.60383(W) AD(       ) 1
 PC1092  NGVD 29 (07/19/86)  479.4    (m)         1573.     (f) VERT ANG    3  
 PC1092
 PC1092.Superseded values are not recommended for survey control.
 PC1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC1092.See file dsdata.txt to determine how the superseded data were derived.
 PC1092
 PC1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP2680538413(NAD 83)
 PC1092_MARKER: Z = SEE DESCRIPTION
 PC1092_SETTING: 0 = UNSPECIFIED SETTING
 PC1092
 PC1092  HISTORY     - Date     Condition        Report By
 PC1092  HISTORY     - 1971     MONUMENTED       USGS
 PC1092
 PC1092                          STATION DESCRIPTION
 PC1092
 PC1092'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (LDF)
 PC1092'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO DIFFERENCE IN
 PC1092'ELEVATION.
 PC1092'
 PC1092'STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE TWO
 PC1092'NAILS USED FOR REFERENCE POINTS WERE SEARCHED FOR BUT WAS NOT
 PC1092'FOUND.  REFERENCE MARKS 1 AND 2 AND AN AZIMUTH MARK WAS ESTABLISHED
 PC1092'AT THIS TIME.  DUE TO ROAD CHANGES, FOLLOWING IS A NEW AND
 PC1092'COMPLETE DESCRIPTION.
 PC1092'
 PC1092'STATION IS LOCATED ABOUT 11. MILES EAST-SOUTHEAST OF REEDSPORT,
 PC1092'5. MILES NORTHWEST OF SCOTTSBURG, 1/4 MILE NORTHEAST OF DEER HEAD
 PC1092'POINT AND IN THE NORTHEAST 1/4 OF SECTION 5, T22S, R10W.
 PC1092'
 PC1092'TO REACH THE STATION FROM THE POST OFFICE IN SCOTTSBURG, GO EAST
 PC1092'ON STATE HIGHWAY 38 FOR 1.9 MILES TO A PAVED ROAD ON THE LEFT.  TURN
 PC1092'LEFT AND GO NORTH ON WELLS CREEK ROAD, PASSING THE WELLS CREEK
 PC1092'GUARD STATION ON THE LEFT, FOR 2.1 MILES TO A FORK.  TAKE THE LEFT
 PC1092'FORK AND GO NORTHWEST ON FERN TOP RD FOR 0.9 MILE TO A SIDE ROAD
 PC1092'LEFT.  TURN SHARP LEFT AND GO WEST ON FRANKLIN CREEK RD
 PC1092'FOR 2.7 MILES TO A FORK.  TAKE THE RIGHT FORK AND GO SOUTHWEST
 PC1092'ON FOREST SERVICE ROAD 2138 FOR 2.95 MILES TO A FORK.  TAKE THE
 PC1092'LEFT FORK AND GO WEST AND SOUTH ON FOREST SERVICE ROAD 2173 FOR
 PC1092'1.3 MILES TO A FORK.  TAKE THE LEFT FORK AND GO SOUTHEAST ON
 PC1092'THE ROAD FOR 0.1 MILE TO A PARKING AREA ON THE LEFT AND THE
 PC1092'END OF TRUCK TRAVEL.  PACK UP RIDGE ON WEST SIDE OF
 PC1092'ROAD FOR ABOUT 5 MINUTES TO THE HIGHEST POINT AND STATION AS
 PC1092'DESCRIBED.
 PC1092'
 PC1092'TO REACH THE AZIMUTH MARK FROM THE END OF TRUCK TRAVEL, CONTINUE
 PC1092'SOUTHEASTERLY ON THE ROAD FOR 0.15 MILE TO THE END OF THE ROAD
 PC1092'AND THE MARK ABOUT 150 PACES SOUTH OF THE END OF THE ROAD ON THE
 PC1092'CREST OF A NARROW RIDGE.
 PC1092'
 PC1092'TO REACH DEAN 2 (DCS) FROM THE END OF TRUCK TRAVEL, CONTINUE
 PC1092'SOUTHEASTERLY ON THE ROAD FOR 0.15 MILE TO THE END OF THE ROAD
 PC1092'AND THE MARK ON THE LEFT ABOUT 75 PACES AND NEAR THE EAST EDGE OF
 PC1092'A FLAT, CLEARED AREA.
 PC1092'
 PC1092'STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK STAMPED
 PC1092'DEAN 1936.  IT IS CEMENTED IN A DRILL HOLE IN THE TOP OF A SAND
 PC1092'STONE BOULDER WHICH PROJECTS ABOUT 1 INCH ABOVE THE GROUND
 PC1092'SURFACE.  IT IS 30.0 FEET NORTH OF THE HIGHEST POINT OF THE RIDGE,
 PC1092'20.0 FEET WEST OF THE WEST EDGE OF THE RIDGE AND 8 INCHES NORTH
 PC1092'OF A METAL WITNESS POST.
 PC1092'
 PC1092'REFERENCE MARK 1 IS A STANDARD DISK STAMPED DEAN NO 1 1908 1971,
 PC1092'BRAZED TO THE TOP OF A 2-1/2 INCH IRON PIPE WHICH PROJECTS ABOUT
 PC1092'8 INCHES ABOVE THE GROUND SURFACE.  IT IS 17.2 FEET SOUTH OF THE
 PC1092'WITNESS POST AND 15.0 FEET NORTH OF THE HIGHEST POINT OF THE HILL.
 PC1092'
 PC1092'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DEAN NO 2 1908 1971,
 PC1092'BRAZED TO THE TOP OF A 2-1/2 INCH IRON PIPE WHICH PROJECTS ABOUT
 PC1092'7 INCHES.  IT IS 13.2 FEET NORTHWEST OF THE WITNESS POST, 12.0 FEET
 PC1092'WEST OF THE EAST EDGE OF THE RIDGE, 6.0 FEET EAST OF THE WEST EDGE
 PC1092'OF THE RIDGE AND ABOUT 5.0 FEET LOWER THAN THE STATION MARK.
 PC1092'
 PC1092'AZIMUTH MARK IS A STANDARD DISK, STAMPED DEAN 1908 1971, CEMENTED
 PC1092'IN A DRILL HOLE IN BEDROCK WHICH IS FLUSH WITH THE SURFACE OF THE
 PC1092'GROUND.  IT IS ABOUT 150 PACES SOUTH-SOUTHEAST OF THE END OF A
 PC1092'ROAD, 9.0 FEET NORTHEAST OF THE SOUTHWEST EDGE OF THE NARROW RIDGE
 PC1092'AND 6.0 FEET NORTHEAST OF A METAL WITNESS SIGN NAILED TO THE
 PC1092'STUMP OF A DEAD TREE.
 PC1092'
 PC1092'DEAN 2 IS A DOUGLAS COUNTY SURVEYORS OFFICE DISK, STAMPED DEAN
 PC1092'2 1970, WEDGED IN A DRILL HOLE IN BEDROCK WHICH IS FLUSH WITH
 PC1092'THE GROUND SURFACE.  IT IS ON THE SOUTH PORTION OF THE HILL, 50.0
 PC1092'FEET NORTH OF THE SOUTH END OF THE HILL AND 17.0 FEET WEST OF THE
 PC1092'EAST EDGE OF THE HILL.
 PC1092'
 PC1092'HEIGHT OF LIGHT ABOVE STATION MARK 11.5 FEET.
 PC1092'
 PC1092'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PC1092'5.0 MILES NORTHWEST OF SCOTTSBURG.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0560 ***********************************************************************
 QE0560  DESIGNATION -  DEB
 QE0560  PID         -  QE0560
 QE0560  STATE/COUNTY-  OR/LINN
 QE0560  USGS QUAD   -  ALBANY (1975)
 QE0560
 QE0560                         *CURRENT SURVEY CONTROL
 QE0560  ___________________________________________________________________
 QE0560* NAD 83(1986)-  44 38 23.     (N)    123 04 23.     (W)     SCALED    
 QE0560* NAVD 88     -        68.336  (meters)     224.20   (feet)  ADJUSTED  
 QE0560  ___________________________________________________________________
 QE0560  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 QE0560  DYNAMIC HT  -          68.331 (meters)     224.18  (feet)  COMP
 QE0560  MODELED GRAV-     980,548.8   (mgal)                       NAVD 88
 QE0560
 QE0560  VERT ORDER  -  FIRST     CLASS II
 QE0560
 QE0560.The horizontal coordinates were scaled from a topographic map and have
 QE0560.an estimated accuracy of +/- 6 seconds.
 QE0560
 QE0560.The orthometric height was determined by differential leveling
 QE0560.and adjusted in June 1991.
 QE0560
 QE0560.The geoid height was determined by GEOID03.
 QE0560
 QE0560.The dynamic height is computed by dividing the NAVD 88
 QE0560.geopotential number by the normal gravity value computed on the
 QE0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0560.degrees latitude (g = 980.6199 gals.).
 QE0560
 QE0560.The modeled gravity was interpolated from observed gravity values.
 QE0560
 QE0560;                    North         East    Units  Estimated Accuracy
 QE0560;SPC OR N     -   111,380.    2,295,900.      MT  (+/- 180 meters Scaled)
 QE0560
 QE0560                          SUPERSEDED SURVEY CONTROL
 QE0560
 QE0560  NGVD 29 (??/??/92)   67.324  (m)          220.88   (f) ADJ UNCH    1 2
 QE0560
 QE0560.Superseded values are not recommended for survey control.
 QE0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0560.See file dsdata.txt to determine how the superseded data were derived.
 QE0560
 QE0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ942429(NAD 83)
 QE0560_MARKER: DD = SURVEY DISK
 QE0560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0560_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0560_STAMPING: DEB SOT 1935
 QE0560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0560+STABILITY: SURFACE MOTION
 QE0560
 QE0560  HISTORY     - Date     Condition        Report By
 QE0560  HISTORY     - 1935     MONUMENTED       DOD
 QE0560  HISTORY     - 1941     GOOD             NGS
 QE0560  HISTORY     - 1987     MARK NOT FOUND   NGS
 QE0560
 QE0560                          STATION DESCRIPTION
 QE0560
 QE0560'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QE0560'1.6 MI E FROM ALBANY.
 QE0560'ALONG OLD ROUTE OF U. S. HIGHWAY 99 E, AT THE FIRST ROAD INTERSECTION
 QE0560'WEST OF COX CREEK BRIDGE, IN THE SOUTHEAST CORNER OF INTERSECTION,
 QE0560'WITNESS POST MARKED USBM.
 QE0560
 QE0560                          STATION RECOVERY (1987)
 QE0560
 QE0560'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE0560'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1470 ***********************************************************************
 QE1470  DESIGNATION -  DEB RESET
 QE1470  PID         -  QE1470
 QE1470  STATE/COUNTY-  OR/LINN
 QE1470  USGS QUAD   -  ALBANY (1975)
 QE1470
 QE1470                         *CURRENT SURVEY CONTROL
 QE1470  ___________________________________________________________________
 QE1470* NAD 83(1986)-  44 38 23.     (N)    123 04 24.     (W)     SCALED    
 QE1470* NAVD 88     -        68.160  (meters)     223.62   (feet)  ADJUSTED  
 QE1470  ___________________________________________________________________
 QE1470  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 QE1470  DYNAMIC HT  -          68.156 (meters)     223.61  (feet)  COMP
 QE1470  MODELED GRAV-     980,548.9   (mgal)                       NAVD 88
 QE1470
 QE1470  VERT ORDER  -  FIRST     CLASS II
 QE1470
 QE1470.The horizontal coordinates were scaled from a topographic map and have
 QE1470.an estimated accuracy of +/- 6 seconds.
 QE1470
 QE1470.The orthometric height was determined by differential leveling
 QE1470.and adjusted in June 1991.
 QE1470
 QE1470.The geoid height was determined by GEOID03.
 QE1470
 QE1470.The dynamic height is computed by dividing the NAVD 88
 QE1470.geopotential number by the normal gravity value computed on the
 QE1470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1470.degrees latitude (g = 980.6199 gals.).
 QE1470
 QE1470.The modeled gravity was interpolated from observed gravity values.
 QE1470
 QE1470;                    North         East    Units  Estimated Accuracy
 QE1470;SPC OR N     -   111,380.    2,295,880.      MT  (+/- 180 meters Scaled)
 QE1470
 QE1470                          SUPERSEDED SURVEY CONTROL
 QE1470
 QE1470  NGVD 29 (10/26/06)   67.14   (m)          220.3    (f) RESET       3  
 QE1470
 QE1470.Superseded values are not recommended for survey control.
 QE1470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1470.See file dsdata.txt to determine how the superseded data were derived.
 QE1470
 QE1470_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ941429(NAD 83)
 QE1470_MARKER: DB = BENCH MARK DISK
 QE1470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE1470_SP_SET: CONCRETE POST
 QE1470_STAMPING: DEB USE RESET 1981
 QE1470_MARK LOGO: NGS   
 QE1470_PROJECTION: FLUSH
 QE1470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE1470+STABILITY: SURFACE MOTION
 QE1470
 QE1470  HISTORY     - Date     Condition        Report By
 QE1470  HISTORY     - 1981     MONUMENTED       NGS
 QE1470  HISTORY     - 1987     GOOD             NGS
 QE1470
 QE1470                          STATION DESCRIPTION
 QE1470
 QE1470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QE1470'IN ALBANY.
 QE1470'IN ALBANY, AT THE INTERSECTION OF SALEM AVENUE AND WAVERLY DRIVE,
 QE1470'24.7M 81.0 FT) SOUTH OF THE CENTERLINE OF THE AVENUE, 8.8 M (28.9 FT)
 QE1470'SOUTHEAST OF THE NORTHEAST CORNER OF THE TWIN OAKS APARTMENTS, 7.4 M
 QE1470'(24.3 FT) WEST OF THE CENTERLINE OF THE DRIVE, AND 0.1 M (0.3 FT)
 QE1470'EAST OF THE WEST SIDEWALK OF THE DRIVE.
 QE1470'THE MARK IS ABOVE LEVEL WITH THE DRIVE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0763 ***********************************************************************
 NY0763  DESIGNATION -  DEBOY RESET
 NY0763  PID         -  NY0763
 NY0763  STATE/COUNTY-  OR/LAKE
 NY0763  USGS QUAD   -  DRAKE PEAK (1968)
 NY0763
 NY0763                         *CURRENT SURVEY CONTROL
 NY0763  ___________________________________________________________________
 NY0763* NAD 83(1991)-  42 19 56.17586(N)    120 01 49.53941(W)     ADJUSTED  
 NY0763* NAVD 88     -      1740.9    (meters)    5712.     (feet)  VERTCON   
 NY0763  ___________________________________________________________________
 NY0763  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 NY0763  GEOID HEIGHT-         -20.39  (meters)                     GEOID03
 NY0763  HORZ ORDER  -  THIRD
 NY0763
 NY0763.The horizontal coordinates were established by classical geodetic methods
 NY0763.and adjusted by the National Geodetic Survey in October 1991.
 NY0763
 NY0763.The NAVD 88 height was computed by applying the VERTCON shift value to
 NY0763.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NY0763
 NY0763.The Laplace correction was computed from DEFLEC99 derived deflections.
 NY0763
 NY0763.The geoid height was determined by GEOID03.
 NY0763
 NY0763;                    North         East     Units Scale Factor Converg.
 NY0763;SPC OR S     -    74,047.214 1,538,701.189   MT  1.00000027   +0 19 16.5
 NY0763;SPC OR S     -   242,937.05  5,048,232.25   iFT  1.00000027   +0 19 16.5
 NY0763;UTM  10      - 4,690,940.670   744,659.723   MT  1.00033656   +2 00 02.8
 NY0763;UTM  11      - 4,691,117.638   250,326.048   MT  1.00036706   -2 02 30.6
 NY0763
 NY0763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NY0763!SPC OR S     -   0.99973023  x   1.00000027  =   0.99973050
 NY0763!UTM  10      -   0.99973023  x   1.00033656  =   1.00006670
 NY0763!UTM  11      -   0.99973023  x   1.00036706  =   1.00009719
 NY0763
 NY0763|---------------------------------------------------------------------|
 NY0763| PID    Reference Object                     Distance      Geod. Az  |
 NY0763|                                                           dddmmss.s |
 NY0763| CD6358 DEBOY RM 1                            7.150 METERS 03738     |
 NY0763| CD6360 DEBOY RM 3                           25.594 METERS 05231     |
 NY0763| CD6359 DEBOY RM 2                            6.111 METERS 12508     |
 NY0763| CD6357 DEBOY AZ MK 2                                      2072816.2 |
 NY0763| CD6356 DEBOY AZ MK                                        2083912.5 |
 NY0763|---------------------------------------------------------------------|
 NY0763
 NY0763                          SUPERSEDED SURVEY CONTROL
 NY0763
 NY0763  NAD 83(1986)-  42 19 56.18004(N)    120 01 49.53668(W) AD(       ) 3
 NY0763  NAD 27      -  42 19 56.60200(N)    120 01 45.70700(W) AD(       ) 3
 NY0763  NGVD 29 (07/19/86) 1739.7    (m)         5708.     (f) VERT ANG    3  
 NY0763
 NY0763.Superseded values are not recommended for survey control.
 NY0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0763.See file dsdata.txt to determine how the superseded data were derived.
 NY0763
 NY0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGM4466090941(NAD 83)
 NY0763_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NY0763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0763
 NY0763  HISTORY     - Date     Condition        Report By
 NY0763  HISTORY     - 1948     MONUMENTED       CGS
 NY0763  HISTORY     - 1970     SEE DESCRIPTION  NGS
 NY0763  HISTORY     - 1976     SEE DESCRIPTION  NGS
 NY0763  HISTORY     - 20060629 MARK NOT FOUND   INDIV
 NY0763
 NY0763                          STATION DESCRIPTION
 NY0763
 NY0763'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MTP)
 NY0763'THE STATION IS LOCATED ON A RIDGE ON THE OPEN SAGEBRUSH COVERED
 NY0763'PRAIRIE ALONG THE HIGHWAY LEADING TO PLUSH, 20 MILES (AIRLINE)
 NY0763'NORTHEAST OF LAKEVIEW, AND 37 MILES (AIRLINE) SOUTHEAST FROM
 NY0763'PAISLEY, DISTANCE BY ROAD FROM LAKEVIEW IS 27 MILES.
 NY0763'
 NY0763'THE STATION IS SET FLUSH ON TOP OF A 12 X 12 INCH CONCRETE POST
 NY0763'PROJECTING 5 INCHES ABOVE THE SURFACE OF THE GROUND AND IS
 NY0763'STAMPED DEBOY 1948.  IT IS 225 FEET EAST FROM A RANGE FENCE, 36
 NY0763'FEET NORTHEAST FROM THE INTERSECTION OF A DRAINAGE DITCH AND THE
 NY0763'HIGHWAY DITCH, 22 FEET EAST OF THE CENTERLINE OF THE HIGHWAY AND
 NY0763'6.40 FEET SOUTH FROM A 3 X 3 WITNESS POST.  THE HIGHWAY BARES
 NY0763'SLIGHTLY TO THE EASTWARD 0.3 MILES SOUTH FROM THE STATION ALSO
 NY0763'0.2 MILES NORTH FROM THE STATION.
 NY0763'
 NY0763'REFERENCE MARK NUMBER 1 IS A STANDARD DISK SET FLUSH IN THE TOP
 NY0763'OF A 12 X 12 INCH CONCRETE POST PROJECTING 5 INCHES ABOVE THE
 NY0763'GROUND AND AT ABOUT THE SAME ELEVATION AS THE STATION.  IT IS
 NY0763'23.46 FEET NORTHEAST OF THE STATION MARK AND 22 FEET EAST OF THE
 NY0763'CENTERLINE OF THE HIGHWAY.  THE MARK IS STAMPED DEBOY NO. 1 1948.
 NY0763'
 NY0763'REFERENCE MARK NUMBER 2 IS A STANDARD DISK SET ON THE TOP OF A
 NY0763'12 X 12 INCH CONCRETE POST PROJECTING 5 INCHES ABOVE THE GROUND
 NY0763'AND AT ABOUT THE SAME ELEVATION AS THE STATION MARK.  IT IS 42
 NY0763'FEET EAST FROM THE CENTERLINE OF THE HIGHWAY, 20.18 FEET EAST
 NY0763'FROM THE STATION, AND 10 FEET NORTH OF A 2 FOOT DRAINAGE DITCH.
 NY0763'THE MARK IS STAMPED DEBOY NO. 2 1948.
 NY0763'
 NY0763'THE AZIMUTH MARK IS A STANDARD DISK WITH ARROW POINTING TOWARD
 NY0763'THE STATION SET FLUSH ON THE TOP OF A 12 X 12 INCH CONCRETE POST
 NY0763'PROJECTING 6 INCHES ABOVE THE GROUND.  THE STATION IS 0.8 MILES
 NY0763'SOUTH OF STATION DEBOY ALONG THE PLUSH HIGHWAY, 0.7 MILE NORTH
 NY0763'OF ROAD LEADING WEST TOWARD TWELVE MILE CREEK, 0.3 MILE SOUTH
 NY0763'FROM A BEND IN THE ROAD AND ABOUT 0.2 MILE NORTH FROM A HILL.
 NY0763'THE STATION IS 26 FEET EAST OF THE PLUSH HIGHWAY AND 5 FEET
 NY0763'NORTHWEST OF A WHITE 3 X 3 INCH WITNESS POST.  THE MARK IS
 NY0763'STAMPED DEBOY 1948.
 NY0763'
 NY0763'STATION IS BEST REACHED FROM LAKEVIEW AS FOLLOWS--AT THE JUNCTION
 NY0763'OF U.S. HIGHWAY 395 AND STATE HIGHWAY 66 TAKE 395 GOING NORTH AND
 NY0763'GO 4.7 MILES, TAKE RIGHT FORK (WARNER VALLEY ROAD) AS PER SIGN
 NY0763'PLUSH 36 AND GO 16.2 MILES, TAKE LEFT FORK AS PER SIGN PLUSH 20
 NY0763'AND GO 8.2 MILES TO WHERE A SMALL DRAINAGE DITCH INTERSECTS THE
 NY0763'HIGHWAY DITCH AND THE SITE OF STATION.
 NY0763
 NY0763                          STATION RECOVERY (1970)
 NY0763
 NY0763'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 NY0763'THE STATION MARK WAS FOUND UNEARTHED.  REFERENCE MARK NO. 1, AND
 NY0763'THE AZIMUTH MARK HAD BEEN DESTROYED.  REFERENCE MARK NO. 2 WAS
 NY0763'FOUND IN GOOD CONDITION, AND IT IS BELIEVED TO BE IN ITS ORIGINAL
 NY0763'POSITION.  THE UNDERGROUND MARK WAS DUG FOR AND FOUND IN GOOD
 NY0763'CONDITION.  ANOTHER MARK WAS PLUMBED PRECISELY OVER THE
 NY0763'UNDERGROUND MARK.  REFERENCE MARK NO. 3, AND AZIMUTH MARK 2 WAS
 NY0763'ESTABLISHED.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 NY0763'
 NY0763'THE STATION IS 20 MILES NORTHEAST OF LAKEVIEW, AND 10 MILES SOUTH
 NY0763'OF PLUSH ON THE EAST RIGHT-OF-WAY OF THE LAKEVIEW-PLUSH HIGHWAY.
 NY0763'
 NY0763'TO REACH THE STATION FROM THE PLUSH POST OFFICE GO SOUTH, TOWARD
 NY0763'LAKEVIEW, ON THE MACADAM HIGHWAY FOR 7.5 MILES TO FOREST ROAD
 NY0763'3720 ON THE RIGHT, CONTINUE SOUTH ON THE HIGHWAY FOR 2.3 MILES
 NY0763'TO THE STATION ON THE LEFT.
 NY0763'
 NY0763'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON THE
 NY0763'HIGHWAY FOR 0.8 MILE TO THE AZIMUTH MARK ON THE LEFT.  THIS IS
 NY0763'0.6 MILE NORTH OF WHERE THE POWER LINE CROSSES THE HIGHWAY.
 NY0763'
 NY0763'THE STATION MARK, STAMPED DEBOY 1948 1970, IS A STANDARD DISK
 NY0763'SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 1 INCH.  IT
 NY0763'IS 1.4 MILES NORTH OF WHERE THE POWER LINE CROSSES THE HIGHWAY,
 NY0763'200 FEET WEST OF THE RIGHT-OF-WAY FENCE LINE, 22 FEET EAST OF
 NY0763'THE CENTER OF THE HIGHWAY, AND 1 FOOT WEST OF A METAL WITNESS
 NY0763'POST.  (NOTE 1A AND 7A)
 NY0763'
 NY0763'REFERENCE MARK NO. 2, STAMPED DEBOY NO 2 1948, IS A STANDARD
 NY0763'DISK SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3
 NY0763'INCHES, 42 FEET EAST OF THE CENTER OF THE HIGHWAY, 19 FEET
 NY0763'SOUTHEAST OF THE WITNESS POST, AND 10 FEET NORTH OF A 2-FOOT
 NY0763'DRAINAGE DITCH.  (NOTE 11A)
 NY0763'
 NY0763'REFERENCE MARK NO. 3, STAMPED DEBOY 1948 NO 3 1970, IS A
 NY0763'STANDARD DISK SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT
 NY0763'PROJECTS 5 INCHES, 83 FEET NORTHEAST OF THE WITNESS POST, 44 FEET
 NY0763'EAST OF THE CENTER OF THE HIGHWAY, AND 1 FOOT WEST OF A ROCK
 NY0763'CAIRN.  (NOTE 11A)
 NY0763'
 NY0763'THE DISTANCE BETWEEN R.M. NO. 2, AND R.M. NO. 3 IS 80.31 FEET.
 NY0763'
 NY0763'THE AZIMUTH MARK, STAMPED DEBOY 1948 AZ 2 1970, IS A STANDARD
 NY0763'DISK SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4
 NY0763'INCHES, 115 FEET EAST OF THE CENTER OF THE HIGHWAY, 50 FEET
 NY0763'NORTHEAST OF THE NORTH END OF AN EARTH TANK, 3 FEET WEST OF THE
 NY0763'RIGHT-OF-WAY FENCE LINE, AND 1 FOOT WEST OF A METAL WITNESS
 NY0763'POST.  (NOTE 16A)
 NY0763'
 NY0763'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NY0763'10 MILES SOUTH OF PLUSH.
 NY0763
 NY0763                          STATION RECOVERY (1976)
 NY0763
 NY0763'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 NY0763'THE STATION MARK, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK WERE
 NY0763'RECOVERED IN GOOD CONDITION AS DESCRIBED BY L.F.S.
 NY0763'
 NY0763'THE STATION IS ON HIGHWAY RIGHT-OF-WAY.
 NY0763'
 NY0763'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NY0763'9 MILES SOUTHWEST OF PLUSH.
 NY0763
 NY0763                          STATION RECOVERY (2006)
 NY0763
 NY0763'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (DBT)
 NY0763'STATION NOT FOUND, BUT NEW WITNESS POST FOR STATION FOUND AT EDGE OF
 NY0763'ROADBED.  REFERENCE MARK NO. 2 FOUND.  ROAD APPARENTLY WIDENED WITH
 NY0763'ROADBED COVERING STATION AND SEVERAL REFERENCE MARKS.  AZIMUTH MARKS
 NY0763'NOT SEARCHED FOR, BUT LIKELY ALSO COVERED.  STATION COULD PROBABLY BE
 NY0763'UNCOVERED WITH MINIMAL AMOUNT OF DIGGING.  SEE PHOTOS SUBMITTED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA1195 ***********************************************************************
 RA1195  DESIGNATION -  DEEP CREEK
 RA1195  PID         -  RA1195
 RA1195  STATE/COUNTY-  OR/WALLOWA
 RA1195  USGS QUAD   -  PROMISE (1995)
 RA1195
 RA1195                         *CURRENT SURVEY CONTROL
 RA1195  ___________________________________________________________________
 RA1195* NAD 83(1991)-  45 50 01.70467(N)    117 37 09.21346(W)     ADJUSTED  
 RA1195* NAVD 88     -      1122.4    (meters)    3682.     (feet)  VERTCON   
 RA1195  ___________________________________________________________________
 RA1195  LAPLACE CORR-           6.37  (seconds)                    DEFLEC99
 RA1195  GEOID HEIGHT-         -17.68  (meters)                     GEOID03
 RA1195  HORZ ORDER  -  SECOND
 RA1195
 RA1195.The horizontal coordinates were established by classical geodetic methods
 RA1195.and adjusted by the National Geodetic Survey in October 1991.
 RA1195
 RA1195.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1195.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1195
 RA1195.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1195
 RA1195.The geoid height was determined by GEOID03.
 RA1195
 RA1195;                    North         East     Units Scale Factor Converg.
 RA1195;SPC OR N     -   244,812.614 2,723,765.494   MT  0.99996199   +2 02 34.8
 RA1195;SPC OR N     -   803,190.99  8,936,238.50   iFT  0.99996199   +2 02 34.8
 RA1195;UTM  11      - 5,075,768.981   451,908.576   MT  0.99962843   -0 26 39.1
 RA1195
 RA1195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1195!SPC OR N     -   0.99982684  x   0.99996199  =   0.99978883
 RA1195!UTM  11      -   0.99982684  x   0.99962843  =   0.99945533
 RA1195
 RA1195|---------------------------------------------------------------------|
 RA1195| PID    Reference Object                     Distance      Geod. Az  |
 RA1195|                                                           dddmmss.s |
 RA1195| CF4765 DEEP CREEK RM 1                      30.068 METERS 05154     |
 RA1195| CF4766 DEEP CREEK RM 2                      29.392 METERS 11212     |
 RA1195| CF4764 DEEP CREEK AZ MK                                   2912129.1 |
 RA1195|---------------------------------------------------------------------|
 RA1195
 RA1195                          SUPERSEDED SURVEY CONTROL
 RA1195
 RA1195  NAD 83(1986)-  45 50 01.71084(N)    117 37 09.20445(W) AD(       ) 2
 RA1195  NAD 27      -  45 50 02.20557(N)    117 37 05.51349(W) AD(       ) 2
 RA1195  NGVD 29 (07/19/86) 1121.3    (m)         3679.     (f) VERT ANG    3  
 RA1195
 RA1195.Superseded values are not recommended for survey control.
 RA1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1195.See file dsdata.txt to determine how the superseded data were derived.
 RA1195
 RA1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML5190975769(NAD 83)
 RA1195_MARKER: Z = SEE DESCRIPTION
 RA1195_SETTING: 0 = UNSPECIFIED SETTING
 RA1195
 RA1195  HISTORY     - Date     Condition        Report By
 RA1195  HISTORY     - 1946     MONUMENTED       CGS
 RA1195  HISTORY     - 1958     SEE DESCRIPTION  ORTAX
 RA1195
 RA1195                          STATION DESCRIPTION
 RA1195
 RA1195'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JTJ)
 RA1195'THE STATION IS LOCATED ABOUT 10 MILES NORTH NORTHEAST OF PALMER
 RA1195'JUNCTION AND ABOUT 10 MILES SOUTHWEST OF TROY, AND ABOUT 1 MILE
 RA1195'EAST OF DEEP CREEK ON A SMALL BARE KNOLL ABOUT 200 FEET SOUTH OF
 RA1195'THE TIMBER LINE, AND ABOUT 1/4 MILE NORTHEAST OF THE BARTON
 RA1195'RANCH HOUSE.
 RA1195'
 RA1195'THE MARK IS A STANDARD BRONZE DISK SET IN CONCRETE ABOUT 14 INCHES
 RA1195'BELOW THE GROUND SURFACE, 40.02 METERS SOUTHWEST OF A BLAZED PINE
 RA1195'TREE, AND ABOUT 100 YARDS EAST OF THE ROAD.  STAMPED DEEP CREEK
 RA1195'1946.
 RA1195'
 RA1195'TO REACH FROM THE POST OFFICE IN WALLOWA GO WEST ON STATE
 RA1195'HIGHWAY TOWARDS ELGIN FOR 2.2 MILES TO T ROAD NORTH AND SIGN
 RA1195'PROMISE-MAXVILLE-WENAHA.  TURN RIGHT AS PER SIGN FOR 15.1 MILES
 RA1195'TO FORK AND SIGN E GROSSMAN, MC NUTT FLAT, TURN LEFT AS PER SIGN
 RA1195'AND CONTINUE FOR 1.3 MILES TO FORK, TAKE RIGHT FORK FOR 2.3 MILES
 RA1195'TO THREE FORKS, KEEP CENTER OR MAIN TRAVELED FORK AND CONTINUE
 RA1195'FOR 1.9 MILES TO A FORK, CONTINUE STRAIGHT AHEAD FOR 2.9 MILES
 RA1195'TO A FORK JUST AFTER PASSING FARM HOUSE, KEEP LEFT FORK AND
 RA1195'CONTINUE FOR 1.6 MILES TO A POINT WHERE ROAD MAKES A TURN AROUND
 RA1195'FIELD FENCE, TURN OFF ROAD AND CONTINUE UP STEEP KNOLL TO
 RA1195'THE RIGHT FOR 0.1 MILE TO TOP OF KNOLL AND STATION.
 RA1195'
 RA1195'REFERENCE MARK NO 1 IS A STANDARD BRONZE REFERENCE DISK BRAZED
 RA1195'TO AN IRON PIPE PROJECTING ABOUT 6 INCHES, AND IS ABOUT 3 FEET
 RA1195'HIGHER THAN THE STATION, 18.015 METERS WEST OF A BLAZED PINE
 RA1195'TREE.  STAMPED DEEP CREEK NO 1 1946.
 RA1195'
 RA1195'REFERENCE MARK NO 2 IS A STANDARD BRONZE REFERENCE DISK BRAZED TO
 RA1195'AN IRON PIPE PROJECTING ABOUT 6 INCHES, AND IS ABOUT 3 FEET
 RA1195'LOWER THAN THE STATION, 23.446 METERS SOUTHWEST OF A BLAZED
 RA1195'PINE TREE.  STAMPED DEEP CREEK NO 2 1946.
 RA1195'
 RA1195'THE AZIMUTHMARK IS A STANDARD BRONZE DISK SET IN A DRILL HOLE
 RA1195'IN BEDROCK FLUSH WITH THE GROUND SURFACE, ABOUT 15 FEET EAST OF
 RA1195'A FARM ROAD, ABOUT 25 FEET NORTH OF A GATE AND IS ABOUT 0.3 MILE
 RA1195'WEST NORTHWEST OF THE STATION.  STAMPED DEEP CREEK 1946.
 RA1195'
 RA1195'PICTURE POINT A IS A LONE BUSH LOCATED IN A SHALLOW SWALE
 RA1195'137.135 METERS NNW.
 RA1195'
 RA1195'PICTURE POINT B IS THE FENCE INTERSECTION AT THE NW CORNER OF
 RA1195'GRAIN FIELD 621.2 METERS WEST.
 RA1195
 RA1195                          STATION RECOVERY (1958)
 RA1195
 RA1195'RECOVERY NOTE BY OREGON STATE TAX COMMISSION 1958 (NTM)
 RA1195'STATION WAS FOUND AS DESCRIBED UNDER A WOODEN SIGNAL MARKER.
 RA1195'
 RA1195'REFERENCE MARKS 1 AND 2 WERE RECOVERED.  TOP OF KNOLL IS NOW
 RA1195'GROWING UP TO 15 TO 20 FOOT TALL PONDEROSA PINE REPRODUCTION,
 RA1195'MAKING RECOVERY DIFFICULT.  ROADS HAVE CHANGED CONSIDERABLY SINCE
 RA1195'1946 AND RANCH IS NOW OWNED BY LEONARD KNIGHT RATHER THAN
 RA1195'BARTONS.  THE MAIN ROAD TO RANCH NOW COMES IN FROM 1 MILE SOUTH
 RA1195'OF PROMISE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0962 ***********************************************************************
 OA0962  DESIGNATION -  DEEP GULCH
 OA0962  PID         -  OA0962
 OA0962  STATE/COUNTY-  OR/CURRY
 OA0962  USGS QUAD   -  CARPENTERVILLE (1986)
 OA0962
 OA0962                         *CURRENT SURVEY CONTROL
 OA0962  ___________________________________________________________________
 OA0962* NAD 83(1991)-  42 10 59.53828(N)    124 21 52.10209(W)     ADJUSTED  
 OA0962* NAVD 88     -        56.     (meters)     184.     (feet)  SCALED    
 OA0962  ___________________________________________________________________
 OA0962  LAPLACE CORR-          16.66  (seconds)                    DEFLEC99
 OA0962  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 OA0962  HORZ ORDER  -  THIRD
 OA0962
 OA0962.The horizontal coordinates were established by classical geodetic methods
 OA0962.and adjusted by the National Geodetic Survey in October 1991.
 OA0962
 OA0962.The orthometric height was scaled from a topographic map.
 OA0962
 OA0962.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA0962
 OA0962.The geoid height was determined by GEOID03.
 OA0962
 OA0962;                    North         East     Units Scale Factor Converg.
 OA0962;SPC OR S     -    64,745.256 1,180,845.660   MT  1.00004118   -2 38 37.9
 OA0962;SPC OR S     -   212,418.82  3,874,165.55   iFT  1.00004118   -2 38 37.9
 OA0962;UTM  10      - 4,671,018.644   387,321.257   MT  0.99975622   -0 54 58.8
 OA0962
 OA0962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA0962!SPC OR S     -   0.99999559  x   1.00004118  =   1.00003677
 OA0962!UTM  10      -   0.99999559  x   0.99975622  =   0.99975181
 OA0962
 OA0962:                Primary Azimuth Mark                     Grid Az
 OA0962:SPC OR S     -  THOMAS HILL                              151 40 43.0
 OA0962:UTM  10      -  THOMAS HILL                              149 57 03.9
 OA0962
 OA0962|---------------------------------------------------------------------|
 OA0962| PID    Reference Object                     Distance      Geod. Az  |
 OA0962|                                                           dddmmss.s |
 OA0962| OA0963 THOMAS HILL                         APPROX. 1.5 KM 1490205.1 |
 OA0962|---------------------------------------------------------------------|
 OA0962
 OA0962                          SUPERSEDED SURVEY CONTROL
 OA0962
 OA0962  NAD 83(1986)-  42 10 59.52255(N)    124 21 52.10533(W) AD(       ) 3
 OA0962  NAD 27      -  42 11 00.13000(N)    124 21 47.72000(W) AD(       ) 3
 OA0962
 OA0962.Superseded values are not recommended for survey control.
 OA0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0962.See file dsdata.txt to determine how the superseded data were derived.
 OA0962
 OA0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCM8732171019(NAD 83)
 OA0962
 OA0962  HISTORY     - Date     Condition        Report By
 OA0962  HISTORY     - 1872     MONUMENTED       CGS
 OA0962  HISTORY     - 1933     SEE DESCRIPTION  ORGS
 OA0962
 OA0962                          STATION DESCRIPTION
 OA0962
 OA0962'DESCRIBED BY COAST AND GEODETIC SURVEY 1872 (AWC)
 OA0962'ON THE EXTREME APEX OF A CONICAL-SHAPED HILL ON THE END OF A VERY
 OA0962'PROMINENT POINT PROJECTING INTO THE SEA, AT THE EXTREME END OF
 OA0962'THE BEACH BEYOND TOMMYS HILL.
 OA0962'
 OA0962'THE STATION IS MARKED ABOUT 2-1/2 FEET UNDERGROUND BY A BOTTLE.
 OA0962'
 OA0962'THREE STAKES AROUND THE STATION BEAR N, S AND E (MAGNETIC) AND
 OA0962'ARE DISTANT 0.91 METER.
 OA0962
 OA0962                          STATION RECOVERY (1933)
 OA0962
 OA0962'RECOVERY NOTE BY OREGON GEODETIC SURVEY 1933
 OA0962'STATION RECOVERED.  MARK FOUND AS DESCRIBED.  STATION IS ABOUT
 OA0962'10.25 MILES AIR LINE N OF BROOKINGS, ABOUT 2.25 MILES W OF THE
 OA0962'OREGON COAST HIGHWAY AND ABOUT 1 MILE N OF THE MOUTH OF THOMAS
 OA0962'CREEK.  ON THE EXTREME APEX OF A CONICAL HILL ON THE END OF A VERY
 OA0962'PROMINENT POINT PROJECTING INTO THE OCEAN.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0340 ***********************************************************************
 NW0340  DESIGNATION -  DEER
 NW0340  PID         -  NW0340
 NW0340  STATE/COUNTY-  OR/MALHEUR
 NW0340  USGS QUAD   -  BRETZ MINE (1982)
 NW0340
 NW0340                         *CURRENT SURVEY CONTROL
 NW0340  ___________________________________________________________________
 NW0340* NAD 83(1991)-  42 04 19.40617(N)    117 52 56.99763(W)     ADJUSTED  
 NW0340* NAVD 88     -      2149.9    (meters)    7053.     (feet)  VERTCON   
 NW0340  ___________________________________________________________________
 NW0340  LAPLACE CORR-          -2.67  (seconds)                    DEFLEC99
 NW0340  GEOID HEIGHT-         -18.78  (meters)                     GEOID03
 NW0340  HORZ ORDER  -  FIRST
 NW0340
 NW0340.The horizontal coordinates were established by classical geodetic methods
 NW0340.and adjusted by the National Geodetic Survey in October 1991.
 NW0340
 NW0340.The NAVD 88 height was computed by applying the VERTCON shift value to
 NW0340.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NW0340
 NW0340.The Laplace correction was computed from DEFLEC99 derived deflections.
 NW0340
 NW0340.The geoid height was determined by GEOID03.
 NW0340
 NW0340;                    North         East     Units Scale Factor Converg.
 NW0340;SPC OR S     -    48,418.959 1,716,598.286   MT  1.00007600   +1 47 26.7
 NW0340;SPC OR S     -   158,854.85  5,631,884.14   iFT  1.00007600   +1 47 26.7
 NW0340;SPC NV W     - 4,812,938.627   857,993.427   MT  0.99994137   +0 28 10.6
 NW0340;SPC NV W     -15,790,449.48  2,814,933.44   sFT  0.99994137   +0 28 10.6
 NW0340;UTM  11      - 4,658,153.454   426,995.716   MT  0.99966558   -0 35 28.9
 NW0340
 NW0340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NW0340!SPC OR S     -   0.99966586  x   1.00007600  =   0.99974184
 NW0340!SPC NV W     -   0.99966586  x   0.99994137  =   0.99960725
 NW0340!UTM  11      -   0.99966586  x   0.99966558  =   0.99933155
 NW0340
 NW0340:                Primary Azimuth Mark                     Grid Az
 NW0340:SPC OR S     -  DEER AZ MK                               130 12 34.2
 NW0340:SPC NV W     -  DEER AZ MK                               131 31 50.3
 NW0340:UTM  11      -  DEER AZ MK                               132 35 29.8
 NW0340
 NW0340|---------------------------------------------------------------------|
 NW0340| PID    Reference Object                     Distance      Geod. Az  |
 NW0340|                                                           dddmmss.s |
 NW0340| CD6363 DEER AZ MK                                         1320000.9 |
 NW0340| NW0339 DEER CAIRN A                         14.330 METERS 14111     |
 NW0340| CD6364 DEER RM 1                            13.631 METERS 14939     |
 NW0340| CD6365 DEER RM 2                            13.679 METERS 33619     |
 NW0340|---------------------------------------------------------------------|
 NW0340
 NW0340                          SUPERSEDED SURVEY CONTROL
 NW0340
 NW0340  NAD 83(1986)-  42 04 19.41372(N)    117 52 56.99924(W) AD(       ) 1
 NW0340  NAD 27      -  42 04 19.80700(N)    117 52 53.47500(W) AD(       ) 1
 NW0340  NGVD 29 (07/19/86) 2148.7    (m)         7050.     (f) VERT ANG    3  
 NW0340
 NW0340.Superseded values are not recommended for survey control.
 NW0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0340.See file dsdata.txt to determine how the superseded data were derived.
 NW0340
 NW0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG2699658153(NAD 83)
 NW0340_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NW0340_SETTING: 66 = SET IN ROCK OUTCROP
 NW0340
 NW0340  HISTORY     - Date     Condition        Report By
 NW0340  HISTORY     - 1956     MONUMENTED       CGS
 NW0340  HISTORY     - 1975     GOOD             USGS
 NW0340
 NW0340                          STATION DESCRIPTION
 NW0340
 NW0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 NW0340'THE STATION IS ON THE HIGHEST POINT OF THE FIRST HIGH RIM ABOUT 9
 NW0340'MILES NORTHWEST OF MC DERMITT, NEVADA.  THERE ARE HIGHER PEAKS AND
 NW0340'TABLELANDS ALONG THE RIM TO THE NORTH AND WEST.  IT IS ABOUT 6-1/2
 NW0340'MILES WEST OF U.S. HIGHWAY 95, 4 MILES NORTH OF AN EAST-WEST
 NW0340'ROAD THAT RUNS WEST OUT OF MC DERMITT AND 4-1/2 MILES WEST OF THE
 NW0340'OREGON CANYON CREEK.
 NW0340'
 NW0340'TO REACH FROM THE POST OFFICE IN MC DERMITT, NEVADA, GO WEST
 NW0340'ON GRADED ROAD FOR 4.6 MILES TO A FORK AND SIGN CORDERO MINE 7
 NW0340'MILES.  KEEP STRAIGHT AHEAD ON RIGHT FORK (PARALLELING A SINGLE
 NW0340'STRAND TELEPHONE LINE) FOR 4.7 MILES TO A DIM TRACK ROAD RIGHT,
 NW0340'ABOUT 50 YARDS BEFORE REACHING A RIGHT HAND CURVE IN THE
 NW0340'ROAD.  TURN RIGHT, NORTH, AND FOLLOW TRACK ROAD FOR 0.5 MILE TO
 NW0340'A DIM CROSSROAD.  KEEP STRAIGHT AHEAD, NORTH, AND FOLLOW ROAD
 NW0340'UP RIDGE NORTH AND EAST FOR 1.2 MILES TO A POINT SOUTH OF THE
 NW0340'CANYON.  HERE, LEAVE THE ROAD, TURN LEFT AND GO NORTHWEST
 NW0340'THEN NORTH UP THE CANYON FOR 0.6 MILE TO A SPRING WATER PIPE
 NW0340'AND AN OLD WATER HOLE.  CONTINUE NORTH UP THE CANYON FOR 0.2
 NW0340'MILE TO THE END OF TRUCK TRAVEL.  PACK NORTH UP THE CANYON
 NW0340'ON A HORSE TRAIL (BETWEEN TWO LARGE ROCKY RIDGES) TO THE
 NW0340'TOP, THENCE LEFT ON TRAIL, NORTHWEST TO THE TOP OF THE RIMROCK.
 NW0340'CONTINUE NORTHWESTERLY UP FLAT RIDGE FOR ABOUT 1.0 MILE TO THE
 NW0340'STATION SITE.  THIS IS ABOUT A 1-HOUR PACK.  THE AZIMUTH MARK
 NW0340'IS ENROUTE AND ABOUT 0.2 MILE BEFORE REACHING THE STATION.
 NW0340'
 NW0340'THE STATION MARK, STAMPED DEER 1956, IS A STANDARD DISK CEMENTED
 NW0340'IN A DRILL HOLE IN BEDROCK PROJECTING ABOUT 2 INCHES.  IT IS
 NW0340'ABOUT 30 FEET SOUTH OF A STEEP SLOPE AND 47.0 FEET NORTH-NORTHWEST
 NW0340'OF A 4-FOOT HIGH CAIRN.
 NW0340'
 NW0340'REFERENCE MARK 1, STAMPED DEER NO 1 1956, IS A STANDARD DISK
 NW0340'CEMENTED IN A DRILL HOLE IN BEDROCK PROJECTING ABOUT 2 INCHES.  IT
 NW0340'IS 7 FEET SOUTHWEST OF THE 4-FOOT CAIRN.
 NW0340'
 NW0340'REFERENCE MARK 2, STAMPED DEER NO 2 1956, IS A STANDARD DISK
 NW0340'CEMENTED IN A DRILL HOLE IN BEDROCK PROJECTING ABOUT 10 INCHES.  IT
 NW0340'IS ABOUT 20 FEET SOUTH OF THE STEEP SLOPE.
 NW0340'
 NW0340'THE AZIMUTH MARK, STAMPED DEER 1956, IS A STANDARD DISK CEMENTED
 NW0340'IN A DRILL HOLE IN A BOULDER PROJECTING ABOUT 18 INCHES.  IT IS
 NW0340'NEAR THE SOUTH SIDE OF A ROCK OUTCROP ON THE FIRST HUMP SOUTHEAST
 NW0340'OF THE STATION, 4 FEET SOUTH OF A SMALL CAIRN.
 NW0340
 NW0340                          STATION RECOVERY (1975)
 NW0340
 NW0340'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NW0340'RECOVERED AS DESCRIBED.  ALL MARKS IN GOOD CONDITION.
 NW0340'
 NW0340'STATION REACHED BY HELICOPTER.  GOOD LANDING SITE AT STATION.
 NW0340'
 NW0340'INSTRUMENT STAND 5.2 FT ABOVE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0975 ***********************************************************************
 QC0975  DESIGNATION -  DEER
 QC0975  PID         -  QC0975
 QC0975  STATE/COUNTY-  OR/GRANT
 QC0975  USGS QUAD   -  STEET MOUNTAIN (1990)
 QC0975
 QC0975                         *CURRENT SURVEY CONTROL
 QC0975  ___________________________________________________________________
 QC0975* NAD 83(1991)-  44 51 27.72355(N)    119 17 15.08705(W)     ADJUSTED  
 QC0975* NAVD 88     -      1141.8    (meters)    3746.     (feet)  VERTCON   
 QC0975  ___________________________________________________________________
 QC0975  LAPLACE CORR-           4.86  (seconds)                    DEFLEC99
 QC0975  GEOID HEIGHT-         -18.97  (meters)                     GEOID03
 QC0975  HORZ ORDER  -  FIRST
 QC0975
 QC0975.The horizontal coordinates were established by classical geodetic methods
 QC0975.and adjusted by the National Geodetic Survey in October 1991.
 QC0975
 QC0975.The NAVD 88 height was computed by applying the VERTCON shift value to
 QC0975.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QC0975
 QC0975.The Laplace correction was computed from DEFLEC99 derived deflections.
 QC0975
 QC0975.The geoid height was determined by GEOID03.
 QC0975
 QC0975;                    North         East     Units Scale Factor Converg.
 QC0975;SPC OR N     -   133,068.458 2,595,823.922   MT  0.99990924   +0 51 35.5
 QC0975;SPC OR N     -   436,576.31  8,516,482.68   iFT  0.99990924   +0 51 35.5
 QC0975;UTM  11      - 4,969,688.536   319,262.089   MT  1.00000170   -1 36 50.2
 QC0975
 QC0975!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QC0975!SPC OR N     -   0.99982399  x   0.99990924  =   0.99973324
 QC0975!UTM  11      -   0.99982399  x   1.00000170  =   0.99982569
 QC0975
 QC0975|---------------------------------------------------------------------|
 QC0975| PID    Reference Object                     Distance      Geod. Az  |
 QC0975|                                                           dddmmss.s |
 QC0975| CD6367 DEER RM 1                            10.022 METERS 08617     |
 QC0975| CD6368 DEER RM 2                             9.560 METERS 18708     |
 QC0975| QC0976 JINX                                APPROX. 3.1 KM 2900431.8 |
 QC0975|---------------------------------------------------------------------|
 QC0975
 QC0975                          SUPERSEDED SURVEY CONTROL
 QC0975
 QC0975  NAD 83(1986)-  44 51 27.73061(N)    119 17 15.08297(W) AD(       ) 1
 QC0975  NAD 27      -  44 51 28.19700(N)    119 17 11.13300(W) AD(       ) 1
 QC0975  NGVD 29 (07/19/86) 1140.6    (m)         3742.     (f) VERT ANG    3  
 QC0975
 QC0975.Superseded values are not recommended for survey control.
 QC0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0975.See file dsdata.txt to determine how the superseded data were derived.
 QC0975
 QC0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK1926269689(NAD 83)
 QC0975_MARKER: Z = SEE DESCRIPTION
 QC0975_SETTING: 0 = UNSPECIFIED SETTING
 QC0975
 QC0975  HISTORY     - Date     Condition        Report By
 QC0975  HISTORY     - 1942     MONUMENTED       USFS
 QC0975  HISTORY     - 1946     SEE DESCRIPTION  CGS
 QC0975
 QC0975                          STATION DESCRIPTION
 QC0975
 QC0975'DESCRIBED BY US FOREST SERVICE 1942 (LAM)
 QC0975'THIS CHECKED INTERSECTION STATION, NOT OCCUPIED, IS ON HIGH
 QC0975'GRASSY RIDGE ABOUT 9 MILES N OF HAMILTON AND 7 MILES NE OF
 QC0975'MONUMENT.  POINT IS ABOUT 4 MILES S OF THE MOUTH OF MIDDLE FORK
 QC0975'OF THE JOHN DAY RIVER AND 4 MILES N OF T.L. HANSEN RANCH.  STATION
 QC0975'IS NEAR LONE JUNIPER TREE, ONLY TREE ON RIDGE.
 QC0975'
 QC0975'STATION IS MARKED BY A U.S.F.S. DISK STAMPED DEER 1939 AND SET
 QC0975'IN BOULDER FLUSH WITH GROUND.  REFERENCE MARK NO. 1 IS A CHISELED
 QC0975'CROSS ON A BOULDER, 20.9 FEET E IN AZIMUTH 292 DEG 17
 QC0975'MIN.  REFERENCE MARK NO. 2 IS A CHISELED CROSS ON A BOULDER, 20.3
 QC0975'FEET S IN AZIMUTH 17 DEG 31 MIN.  LONE JUNIPER TREE IS 73 FEET
 QC0975'N IN AZIMUTH 172 DEG 18 MIN.
 QC0975'
 QC0975'TO REACH FROM HAMILTON GO E ON HIGHWAY ABOUT 2 MILES TO SUMMIT
 QC0975'OF GRADE, GO N THROUGH CATTLE GUARD AND DRIVE 0.7 MILE, THEN TAKE
 QC0975'LEFT FORK, GO 1.5 MILES AND TURN N ON STRAIGHT ROAD.  FROM THIS
 QC0975'POINT LONE JUNIPER TREE AND GROUP OF PINE TREES E OF STATION MAY
 QC0975'BE SEEN BY LOOKING DUE N UP ROAD ABOUT 7 MILES.  GO 2.8 MILES AND
 QC0975'TAKE LEFT FORK, GO 1 MILE TO HANSEN RANCH, PASS THROUGH BARNYARD
 QC0975'AND TURN SHARP LEFT ON DIM ROAD.  FOLLOW THIS MAIN-TRAVELED
 QC0975'ROAD TOWARD GRASSY RIDGE AND LONE JUNIPER TREE.  GO 4.3 MILES
 QC0975'AND TURN N OVERLAND TO SUMMIT AND STATION.
 QC0975
 QC0975                          STATION RECOVERY (1946)
 QC0975
 QC0975'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (DHK)
 QC0975'STATION IS LOCATED ABOUT 9 MILES NORTH OF HAMILTON, ABOUT 7 MILES
 QC0975'NORTHEAST OF MONUMENT, ABOUT 4 MILES SOUTH OF THE MOUTH OF THE
 QC0975'MIDDLE FORK OF THE JOHN DAY RIVER, AND ABOUT 4 MILES NORTH OF
 QC0975'T.L. HANSEN RANCH, ON TOP OF A HIGH GRASSY FLAT RIDGE NEAR A
 QC0975'LONE JUNIPER TREE WHICH IS THE ONLY TREE ON TOP OF THE RIDGE.
 QC0975'THE MARK IS A U.S. FOREST SERVICE BRONZE DISK SET FLUSH IN
 QC0975'OUTCROPPING BEDROCK AND STAMPED--DEER 1939.
 QC0975'
 QC0975'REFERENCE MARK NO. 1 IS A BRONZE DISK SET IN A CONCRETE POST WHICH
 QC0975'PROJECTS 4 INCHES, AND STAMPED--DEER NO 1 1946.
 QC0975'
 QC0975'REFERENCE MARK NO. 2 IS A BRONZE DISK SET IN A CONCRETE POST AND
 QC0975'STAMPED--DEER NO 2 1946.
 QC0975'
 QC0975'TRIANGULATION STATION JINX 1946 WAS USED AS THE AZIMUTH MARK.  IT
 QC0975'IS APPROXIMATELY 3 MILES WEST OF THE STATION.
 QC0975'
 QC0975'SUBSTITUTE STATION P.P. 106V-171A IS A LONE JUNIPER TREE NORTH
 QC0975'OF THE STATION AND IS THE ONLY TREE ON THE HILL.
 QC0975'
 QC0975'TO REACH STATION FROM LONG CREEK POST OFFICE, GO WESTERLY ON THE
 QC0975'MAIN-TRAVELED ROAD TOWARDS MONUMENT FOR 9.65 MILES TO A ROAD RIGHT
 QC0975'JUST AFTER ROAD STARTS DOWN GRADE (THIS POINT IS 2.0 MILES EAST
 QC0975'OF HAMILTON).  TURN RIGHT OFF MAIN ROAD AND FOLLOW TRACK ROAD
 QC0975'ACROSS CATTLEGUARD AND GO 3.45 MILES TO WIRE GATE.  PASS THROUGH
 QC0975'AND CONTINUE 1.45 MILES TO FORK.  TAKE LEFT FORK AND GO 0.35
 QC0975'MILE TO BOARD GATE.  PASS THROUGH AND CONTINUE FOR 0.65 MILE TO
 QC0975'RANCH.  HERE CONTINUE STRAIGHT AHEAD THROUGH GATE INTO
 QC0975'BARNYARD AND TURN RIGHT AND PASS THROUGH GATE OUT OF BARNYARD
 QC0975'AND TURN LEFT AND PICK UP DIRT ROAD AND FOLLOW IT IN A
 QC0975'NORTHERLY DIRECTION FOR 1.2 MILES TO FORK.  TAKE RIGHT
 QC0975'FORK AND GO 0.5 MILE TO A WIRE GATE.  PASS THROUGH GATE AND
 QC0975'GO 0.35 MILE TO A REVERSE Y FORK.  CONTINUE STRAIGHT AHEAD
 QC0975'AND GO 0.9 MILE TO FORK.  TAKE RIGHT FORK AND GO 0.05 MILE
 QC0975'TO ANOTHER FORK.  TAKE RIGHT FORK (LEFT FORK GOES TO STATION
 QC0975'JINX) AND GO 0.45 MILE TO A WIRE GATE.  PASS THROUGH AND TURN
 QC0975'LEFT ON DIM TRACKS WESTERLY ALONG NORTH SIDE OF FENCE FOR
 QC0975'0.35 MILE.  HERE TURN RIGHT OFF ROAD AND PICK UP COW TRAIL
 QC0975'THROUGH ROCKS AND GO NORTHEAST FOR 0.2 MILE TO A LONE
 QC0975'JUNIPER TREE AND STATION SITE.  THE LONE JUNIPER TREE CAN
 QC0975'BE SEEN FOR SEVERAL MILES WHILE ENROUTE TO STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA1123 ***********************************************************************
 RA1123  DESIGNATION -  DEER
 RA1123  PID         -  RA1123
 RA1123  STATE/COUNTY-  OR/WALLOWA
 RA1123  USGS QUAD   -  PARADISE (1967)
 RA1123
 RA1123                         *CURRENT SURVEY CONTROL
 RA1123  ___________________________________________________________________
 RA1123* NAD 83(1991)-  45 58 37.54113(N)    117 09 54.85363(W)     ADJUSTED  
 RA1123* NAVD 88     -      1292.6    (meters)    4241.     (feet)  VERTCON   
 RA1123  ___________________________________________________________________
 RA1123  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 RA1123  GEOID HEIGHT-         -17.27  (meters)                     GEOID03
 RA1123  HORZ ORDER  -  FIRST
 RA1123
 RA1123.The horizontal coordinates were established by classical geodetic methods
 RA1123.and adjusted by the National Geodetic Survey in October 1991.
 RA1123
 RA1123.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1123.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1123
 RA1123.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1123
 RA1123.The geoid height was determined by GEOID03.
 RA1123
 RA1123;                    North         East     Units Scale Factor Converg.
 RA1123;SPC OR N     -   262,081.504 2,758,353.446   MT  0.99999426   +2 21 53.9
 RA1123;SPC OR N     -   859,847.45  9,049,716.03   iFT  0.99999426   +2 21 53.9
 RA1123;SPC WA S     -    77,016.148   758,343.706   MT  0.99997051   +2 25 20.5
 RA1123;SPC WA S     -   252,677.15  2,487,999.31   sFT  0.99997051   +2 25 20.5
 RA1123;UTM  11      - 5,091,515.839   487,200.030   MT  0.99960201   -0 07 07.7
 RA1123
 RA1123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1123!SPC OR N     -   0.99980011  x   0.99999426  =   0.99979437
 RA1123!SPC WA S     -   0.99980011  x   0.99997051  =   0.99977063
 RA1123!UTM  11      -   0.99980011  x   0.99960201  =   0.99940220
 RA1123
 RA1123:                Primary Azimuth Mark                     Grid Az
 RA1123:SPC OR N     -  DEER AZ MK                               236 11 14.0
 RA1123:SPC WA S     -  DEER AZ MK                               236 07 47.4
 RA1123:UTM  11      -  DEER AZ MK                               238 40 15.6
 RA1123
 RA1123|---------------------------------------------------------------------|
 RA1123| PID    Reference Object                     Distance      Geod. Az  |
 RA1123|                                                           dddmmss.s |
 RA1123| CF4767 DEER AZ MK                                         2383307.9 |
 RA1123| CF4768 DEER RM 1                             6.676 METERS 27027     |
 RA1123| CF4769 DEER RM 2                             7.188 METERS 33556     |
 RA1123| RA1121 T6N R45E SECS 22 23 26 27           199.829 METERS 34142     |
 RA1123|---------------------------------------------------------------------|
 RA1123
 RA1123                          SUPERSEDED SURVEY CONTROL
 RA1123
 RA1123  NAD 83(1986)-  45 58 37.54647(N)    117 09 54.85165(W) AD(       ) 1
 RA1123  NAD 27      -  45 58 38.00685(N)    117 09 51.29273(W) AD(       ) 1
 RA1123  NGVD 29 (07/19/86) 1291.5    (m)         4237.     (f) VERT ANG    3  
 RA1123
 RA1123.Superseded values are not recommended for survey control.
 RA1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1123.See file dsdata.txt to determine how the superseded data were derived.
 RA1123
 RA1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML8720091516(NAD 83)
 RA1123_MARKER: Z = SEE DESCRIPTION
 RA1123_SETTING: 0 = UNSPECIFIED SETTING
 RA1123
 RA1123  HISTORY     - Date     Condition        Report By
 RA1123  HISTORY     - 1945     MONUMENTED       CGS
 RA1123
 RA1123                          STATION DESCRIPTION
 RA1123
 RA1123'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (ANS)
 RA1123'STATION IS LOCATED ABOUT 11 MILES S OF ANATONE, 2-3/4 MILES
 RA1123'NE OF PARADISE, 4-1/2 MILES NE OF FLORA, AND 2-1/2 MILES S OF THE
 RA1123'GRANDE RONDE RIVER.  IT IS SITUATED ON A RATHER FLAT-TOPPED
 RA1123'BUTTE, HEAVILY GRASSED WITH BOULDERS INTERMINGLED, AND LYING
 RA1123'BETWEEN DEER CREEK AND JOSEPH CREEK.  STATION LOCATION IS ON
 RA1123'THE LOW RIM ROCK AT THE S EDGE OF THE SUMMIT.
 RA1123'
 RA1123'STATION MARK, STAMPED DEER 1945, IS A BRONZE STATION DISK SET
 RA1123'IN BEDROCK FLUSH WITH THE SURFACE.  IT IS 3 METERS N OF THE EDGE
 RA1123'OF THE RIM AND 1 METER W OF A 3-FOOT CAIRN.
 RA1123'
 RA1123'REFERENCE MARK 1, STAMPED DEER NO 1 1945, IS A BRONZE REFERENCE
 RA1123'DISK SET IN BEDROCK FLUSH WITH THE SURFACE.  IT IS 2 METERS N OF
 RA1123'THE EDGE OF THE RIM AND AT THE SAME LEVEL AS THE STATION MARK.
 RA1123'
 RA1123'REFERENCE MARK 2, STAMPED DEER NO 2 1945, IS A BRONZE REFERENCE
 RA1123'DISK SET IN BEDROCK FLUSH WITH THE SURFACE.  IT IS 10 METERS N
 RA1123'OF THE EDGE OF THE RIM, 1 FOOT S OF AN 18-INCH CAIRN, AND AT THE
 RA1123'SAME ELEVATION AS THE STATION MARK.
 RA1123'
 RA1123'NO UNDERGROUND OR WITNESS MARK WAS SET.
 RA1123'
 RA1123'A GENERAL LAND OFFICE SECTION-CORNER MARK STAMPED T 6 N, R 45 E,
 RA1123'S 22, S 23, S 27, S 26, WAS TIED TO THE STATION BY DISTANCE AND
 RA1123'DIRECTION.  IT IS A STANDARD CAP MARK, DATED 1915, AND RIVETED TO A
 RA1123'2-INCH IRON PIPE PROJECTING ABOUT 15 INCHES ABOVE THE GROUND BUT
 RA1123'COVERED BY A CAIRN ABOUT 2 FEET IN HEIGHT AND 5 FEET IN
 RA1123'DIAMETER.  THE MARK IS AT APPROXIMATELY THE SAME ELEVATION AS
 RA1123'THE STATION MARK.
 RA1123'
 RA1123'THE AZIMUTH MARK, STAMPED DEER 1945, IS A BRONZE AZIMUTH DISK
 RA1123'SET IN BEDROCK FLUSH WITH THE SURFACE.  IT IS 25 METERS S OF THE
 RA1123'CENTER OF THE ROAD AT A CATTLE GUARD PASSED ENROUTE TO THE STATION,
 RA1123'5.7 METERS E OF A N-S FENCE LINE, AND 1 METER E OF A 3-FOOT
 RA1123'CAIRN.  TO REACH FROM THE GENERAL LAND OFFICE MARK ON THE STATION
 RA1123'SUMMIT, PROCEED W ON THE TRACK ROAD 0.4 MILE TO THE CATTLE
 RA1123'GUARD, FENCE LINE, AND MARK ON LEFT.
 RA1123'
 RA1123'TO REACH STATION FROM FLORA, GO E ON THE ROAD TOWARDS ENTERPRISE
 RA1123'FOR 2.8 MILES TO FLORA JUNCTION.  TURN LEFT, N, AS PER SIGN
 RA1123'PARADISE, AND FOLLOW HIGHWAY 2.5 MILES TO ROAD LEADING RIGHT, E,
 RA1123'AT SIGNS DEER CR., PARADISE.  TURN RIGHT AND CONTINUE 1.15 MILES
 RA1123'TO Y-FORK.  CONTINUE STRAIGHT AHEAD, PASSING CHURCH, 0.15
 RA1123'MILE TO A FORK.  TAKE LEFT FORK, AS PER SIGN LEWISTON, AND
 RA1123'CONTINUE 0.4 MILE TO A FORK AT THE ABANDONED LOCATION OF PARADISE.
 RA1123'HERE TAKE THE RIGHT FORK, AS PER SIGN RYE RIDGE, AND GO E AND
 RA1123'N 0.9 MILE TO A FORK JUST ABOVE SCHOOLHOUSE.  TAKE RIGHT FORK
 RA1123'AND CONTINUE 0.5 MILE TO INTERSECTION.  KEEP STRAIGHT
 RA1123'AHEAD, E, AND FOLLOW MAIN TRAVELED ROAD LEADING N AND E 2.7
 RA1123'MILES TO A FORK.  TAKE RIGHT FORK AND CONTINUE 1.2
 RA1123'MILES TO A CATTLE GUARD AND AZIMUTH MARK ON RIGHT.  CONTINUE
 RA1123'ON MAIN ROAD 0.15 MILE TO A DIM FORK ON LEFT LEADING UP
 RA1123'RIDGE.  TAKE LEFT FORK AND CONTINUE 0.3 MILE TO SUMMIT OF BUTTE
 RA1123'AND GENERAL LAND OFFICE MARK AND CAIRN ON RIGHT.  TURN
 RA1123'RIGHT, OFF THE ROAD, AND GO E AND S ABOUT 250 YARDS TO THE S
 RA1123'EDGE OF THE SUMMIT AND STATION LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1185 ***********************************************************************
 OA1185  DESIGNATION -  DEER
 OA1185  PID         -  OA1185
 OA1185  STATE/COUNTY-  OR/DOUGLAS
 OA1185  USGS QUAD   -  WINCHESTER BAY (1985)
 OA1185
 OA1185                         *CURRENT SURVEY CONTROL
 OA1185  ___________________________________________________________________
 OA1185* NAD 83(1991)-  43 39 13.94042(N)    124 11 57.16762(W)     ADJUSTED  
 OA1185* NAVD 88     -        86.     (meters)     282.     (feet)  SCALED    
 OA1185  ___________________________________________________________________
 OA1185  LAPLACE CORR-          16.83  (seconds)                    DEFLEC99
 OA1185  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 OA1185  HORZ ORDER  -  THIRD
 OA1185
 OA1185.The horizontal coordinates were established by classical geodetic methods
 OA1185.and adjusted by the National Geodetic Survey in October 1991.
 OA1185
 OA1185.The orthometric height was scaled from a topographic map.
 OA1185
 OA1185.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1185
 OA1185.The geoid height was determined by GEOID03.
 OA1185
 OA1185;                    North         East     Units Scale Factor Converg.
 OA1185;SPC OR S     -   227,336.483 1,201,698.559   MT  0.99993044   -2 31 50.9
 OA1185;SPC OR S     -   745,854.60  3,942,580.57   iFT  0.99993044   -2 31 50.9
 OA1185;UTM  10      - 4,834,129.017   403,296.625   MT  0.99971502   -0 49 40.4
 OA1185
 OA1185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1185!SPC OR S     -   0.99999049  x   0.99993044  =   0.99992093
 OA1185!UTM  10      -   0.99999049  x   0.99971502  =   0.99970552
 OA1185
 OA1185|---------------------------------------------------------------------|
 OA1185| PID    Reference Object                     Distance      Geod. Az  |
 OA1185|                                                           dddmmss.s |
 OA1185| OA1196 LAKEVIEW                            332.058 METERS 01902     |
 OA1185| OA1159 FAUN 2                              APPROX. 3.4 KM 1745021.3 |
 OA1185|---------------------------------------------------------------------|
 OA1185
 OA1185                          SUPERSEDED SURVEY CONTROL
 OA1185
 OA1185  NAD 83(1986)-  43 39 13.94191(N)    124 11 57.21665(W) AD(       ) 3
 OA1185  NAD 27      -  43 39 14.42100(N)    124 11 52.71900(W) AD(       ) 3
 OA1185
 OA1185.Superseded values are not recommended for survey control.
 OA1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1185.See file dsdata.txt to determine how the superseded data were derived.
 OA1185
 OA1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP0329734129(NAD 83)
 OA1185
 OA1185  HISTORY     - Date     Condition        Report By
 OA1185  HISTORY     - 1885     MONUMENTED       CGS
 OA1185  HISTORY     - 1948     SEE DESCRIPTION  CGS
 OA1185
 OA1185                          STATION DESCRIPTION
 OA1185
 OA1185'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RAE)
 OA1185'A SEARCH WAS MADE FOR THIS STATION IN THE AREA INDICATED BY THE
 OA1185'GEOGRAPHIC POSITION BUT IT WAS NOT FOUND.  SINCE THIS WAS AN
 OA1185'UNDESCRIBED STATION, IT SHOULD BE CLASSIFIED AS LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB1351 ***********************************************************************
 QB1351  DESIGNATION -  DEER
 QB1351  PID         -  QB1351
 QB1351  STATE/COUNTY-  OR/BAKER
 QB1351  USGS QUAD   -  BROWNLEE DAM (1987)
 QB1351
 QB1351                         *CURRENT SURVEY CONTROL
 QB1351  ___________________________________________________________________
 QB1351* NAD 83(1991)-  44 47 43.21728(N)    116 57 06.83421(W)     ADJUSTED  
 QB1351* NAVD 88     -      1188.3    (meters)    3899.     (feet)  VERTCON   
 QB1351  ___________________________________________________________________
 QB1351  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 QB1351  GEOID HEIGHT-         -16.30  (meters)                     GEOID03
 QB1351  HORZ ORDER  -  SECOND
 QB1351
 QB1351.The horizontal coordinates were established by classical geodetic methods
 QB1351.and adjusted by the National Geodetic Survey in October 1991.
 QB1351
 QB1351.The NAVD 88 height was computed by applying the VERTCON shift value to
 QB1351.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QB1351
 QB1351.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB1351
 QB1351.The geoid height was determined by GEOID03.
 QB1351
 QB1351;                    North         East     Units Scale Factor Converg.
 QB1351;SPC OR N     -   131,583.094 2,780,636.825   MT  0.99991570   +2 30 58.6
 QB1351;SPC OR N     -   431,703.06  9,122,824.23   iFT  0.99991570   +2 30 58.6
 QB1351;SPC ID W     -   348,266.460   704,903.635   MT  1.00004450   -0 50 48.8
 QB1351;SPC ID W     - 1,142,604.21  2,312,671.34   sFT  1.00004450   -0 50 48.8
 QB1351;UTM  11      - 4,960,216.595   503,804.615   MT  0.99960018   +0 02 02.0
 QB1351
 QB1351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QB1351!SPC OR N     -   0.99981627  x   0.99991570  =   0.99973199
 QB1351!SPC ID W     -   0.99981627  x   1.00004450  =   0.99986077
 QB1351!UTM  11      -   0.99981627  x   0.99960018  =   0.99941653
 QB1351
 QB1351|---------------------------------------------------------------------|
 QB1351| PID    Reference Object                     Distance      Geod. Az  |
 QB1351|                                                           dddmmss.s |
 QB1351| CD4977 DEER RM 1                             6.108 METERS 06306     |
 QB1351| CD4978 DEER RM 2                             8.880 METERS 16212     |
 QB1351| CD4976 DEER AZ MK                                         2461407.3 |
 QB1351|---------------------------------------------------------------------|
 QB1351
 QB1351                          SUPERSEDED SURVEY CONTROL
 QB1351
 QB1351  NAD 83(1986)-  44 47 43.21747(N)    116 57 06.83446(W) AD(       ) 2
 QB1351  NAD 27      -  44 47 43.64765(N)    116 57 03.22887(W) AD(       ) 2
 QB1351  NGVD 29 (07/19/86) 1187.3    (m)         3895.     (f) VERT ANG    3  
 QB1351
 QB1351.Superseded values are not recommended for survey control.
 QB1351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB1351.See file dsdata.txt to determine how the superseded data were derived.
 QB1351
 QB1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK0380560217(NAD 83)
 QB1351_MARKER: Z = SEE DESCRIPTION
 QB1351_SETTING: 0 = UNSPECIFIED SETTING
 QB1351
 QB1351  HISTORY     - Date     Condition        Report By
 QB1351  HISTORY     - 1945     MONUMENTED       CGS
 QB1351
 QB1351                          STATION DESCRIPTION
 QB1351
 QB1351'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JTJ)
 QB1351'THE STATION IS LOCATED ABOUT 10 MILES SE OF HALFWAY, 5 MILES
 QB1351'NE OF ROBINETTE, 1.5 MILES W OF THE MOUTH OF BROWNLEE CREEK,
 QB1351'1 MILE SE OF THE HEAD OF DEER CREEK, AND 0.5 MILE NE OF THE
 QB1351'HIGHEST POINT IN THE VICINITY.  IT IS ON THE MOST E POINT
 QB1351'OF THE BLUFF OVERLOOKING THE SNAKE RIVER.  SEVERAL PROMINENT
 QB1351'ROCK OUTCROPS ARE TO THE SE OF THE STATION ALONG THE CREST
 QB1351'OF THE STEEP RIDGE.
 QB1351'
 QB1351'TO REACH FROM THE POST OFFICE AT HALFWAY, GO S ON STATE
 QB1351'HIGHWAY 86 FOR 1.5 MILES.  TURN LEFT, E, ONTO A GRADED ROAD
 QB1351'1.8 MILES.  CONTINUE STRAIGHT AHEAD, E, AND GO 0.7 MILE.
 QB1351'CROSS THE BRIDGE OVER PINE CREEK AND CONTINUE STRAIGHT AHEAD,
 QB1351'E, FOR 0.25 MILE.  TAKE LEFT FORK ALONG A RAIL FENCE AND GO
 QB1351'0.25 MILE.  PASS THROUGH A WIRE GATE AND FOLLOW A DIM TRACK
 QB1351'ROAD, E AND S, KEEPING TO THE RIGHT OF DEER CREEK AND GO
 QB1351'3.1 MILES.  PASS THROUGH A GAP IN THE OLD FENCE LINE AND
 QB1351'CONTINUE S FOR 0.7 MILE TO A GATE IN AN E-W FENCE WHICH IS
 QB1351'LOCATED ON THE RIGHT-HAND, W, SIDE OF A DRAW.  THIS IS
 QB1351'THE END OF TRUCK TRAVEL.  FROM THIS POINT PACK E UP THE
 QB1351'STEEP SLOPE ABOUT 100 YARDS TO THE CREST OF THE RIDGE.  TURN
 QB1351'RIGHT, S, AND FOLLOW THE RIDGE TO AN E-W FENCE LINE.  PASS
 QB1351'THROUGH THE GATE AND FOLLOW TO THE LEFT OF THE FENCE TO
 QB1351'THE CREST OF THE RIDGE RUNNING E AND W.  TURN LEFT, E,
 QB1351'AND FOLLOW THE COW TRAIL E THEN S FOR ABOUT 1.5 MILES TO
 QB1351'THE HIGH GROUND OVERLOOKING THE SNAKE RIVER AND THE SITE
 QB1351'OF THE AZIMUTH MARK.  THE STATION IS LOCATED ON THE KNOLL
 QB1351'ABOUT 0.4 MILE TO THE NE OF THE HIGH GROUND.  THIS IS ABOUT
 QB1351'A 4-HOUR PACK.
 QB1351'
 QB1351'THE STATION IS A BRONZE STATION DISK CEMENTED INTO A DRILL
 QB1351'HOLE IN A BURIED BOULDER WHICH IS FLUSH WITH THE SURFACE OF
 QB1351'THE GROUND.  THE DISK IS STAMPED DEER 1945.
 QB1351'
 QB1351'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK CEMENTED INTO A
 QB1351'DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 9
 QB1351'INCHES.  THE DISK IS ABOUT 3 FEET LOWER THAN THE STATION AND
 QB1351'IS STAMPED DEER NO 1 1945.
 QB1351'
 QB1351'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK CEMENTED INTO A
 QB1351'DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 12
 QB1351'INCHES.  THE DISK IS ABOUT 5 FEET LOWER THAN THE STATION
 QB1351'AND IS STAMPED DEER NO 2 1945.
 QB1351'
 QB1351'THE AZIMUTH MARK IS LOCATED ABOUT 0.4 MILE SW OF THE STATION
 QB1351'AND ON THE HIGHEST GROUND IN THE VICINITY.  THE DISK IS SET
 QB1351'IN EXPOSED BEDROCK MEASURING 4 BY 5 FEET AND PROJECTS 1 FOOT.
 QB1351'THE AZIMUTH MARK IS ABOUT 25 FEET NW OF THE RIM OF THE SNAKE
 QB1351'RIVER CANYON AND IS MARKED BY A SMALL CAIRN.  THE AZIMUTH
 QB1351'MARK IS A BRONZE AZIMUTH DISK CEMENTED INTO A DRILL HOLE IN
 QB1351'BEDROCK AND IS STAMPED DEER 1945.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0743 ***********************************************************************
 PB0743  DESIGNATION -  DEER BU
 PB0743  PID         -  PB0743
 PB0743  STATE/COUNTY-  OR/KLAMATH
 PB0743  USGS QUAD   -  CHEMULT (1967)
 PB0743
 PB0743                         *CURRENT SURVEY CONTROL
 PB0743  ___________________________________________________________________
 PB0743* NAD 83(1991)-  43 12 31.18636(N)    121 51 25.30456(W)     ADJUSTED  
 PB0743* NAVD 88     -      1663.7    (meters)    5458.     (feet)  VERTCON   
 PB0743  ___________________________________________________________________
 PB0743  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 PB0743  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 PB0743  HORZ ORDER  -  SECOND
 PB0743
 PB0743.The horizontal coordinates were established by classical geodetic methods
 PB0743.and adjusted by the National Geodetic Survey in October 1991.
 PB0743
 PB0743.The NAVD 88 height was computed by applying the VERTCON shift value to
 PB0743.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PB0743
 PB0743.The Laplace correction was computed from DEFLEC99 derived deflections.
 PB0743
 PB0743.The geoid height was determined by GEOID03.
 PB0743
 PB0743;                    North         East     Units Scale Factor Converg.
 PB0743;SPC OR S     -   172,181.926 1,389,738.135   MT  0.99989485   -0 55 42.3
 PB0743;SPC OR S     -   564,901.33  4,559,508.32   iFT  0.99989485   -0 55 42.3
 PB0743;UTM  10      - 4,784,620.966   592,846.205   MT  0.99970604   +0 46 57.4
 PB0743
 PB0743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PB0743!SPC OR S     -   0.99974252  x   0.99989485  =   0.99963740
 PB0743!UTM  10      -   0.99974252  x   0.99970604  =   0.99944864
 PB0743
 PB0743:                Primary Azimuth Mark                     Grid Az
 PB0743:SPC OR S     -  BEAVER MARSH AIRPORT BEACON              154 03 11.1
 PB0743:UTM  10      -  BEAVER MARSH AIRPORT BEACON              152 20 31.4
 PB0743
 PB0743|---------------------------------------------------------------------|
 PB0743| PID    Reference Object                     Distance      Geod. Az  |
 PB0743|                                                           dddmmss.s |
 PB0743| PB0745 BEAVER MARSH AIRPORT BEACON         APPROX. 9.4 KM 1530728.8 |
 PB0743| PB0744 5450 VA                               4.618 METERS 16507     |
 PB0743| PB0742 DEER BUTTE LOT                        7.792 METERS 19619     |
 PB0743| CD6366 DEER BU RM 1                          5.965 METERS 23040     |
 PB0743|---------------------------------------------------------------------|
 PB0743
 PB0743                          SUPERSEDED SURVEY CONTROL
 PB0743
 PB0743  NAD 83(1986)-  43 12 31.18955(N)    121 51 25.31659(W) AD(       ) 2
 PB0743  NAD 27      -  43 12 31.72140(N)    121 51 21.22760(W) AD(       ) 2
 PB0743  NGVD 29 (07/19/86) 1662.4    (m)         5454.     (f) VERT ANG    3  
 PB0743
 PB0743.Superseded values are not recommended for survey control.
 PB0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0743.See file dsdata.txt to determine how the superseded data were derived.
 PB0743
 PB0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN9284684621(NAD 83)
 PB0743_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PB0743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0743_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PB0743
 PB0743  HISTORY     - Date     Condition        Report By
 PB0743  HISTORY     - 1953     MONUMENTED       CGS
 PB0743
 PB0743                          STATION DESCRIPTION
 PB0743
 PB0743'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (HSC)
 PB0743'THE STATION IS LOCATED ABOUT 4 MILES SOUTHEAST OF MILLER LAKE, 3
 PB0743'MILES WEST OF CHEMULT AND ON THE SUMMIT OF A PROMINENT CLEARED
 PB0743'BUTTE KNOWN AS DEER BUTTE.  THE MARK IS A STANDARD DISK, NOTE
 PB0743'1B, 30 FEET WEST OF THE CENTERLINE OF THE TURN AROUND, 21 FEET
 PB0743'NORTH OF THE BOTTOM STEP OF THE LOOKOUT TOWER AND 9 FEET WEST
 PB0743'OF THE FLAGPOLE.  IT IS STAMPED DEER BU 1953.
 PB0743'
 PB0743'TO REACH THE STATION FROM THE POST OFFICE IN CHEMULT, GO NORTH
 PB0743'ON U.S. HIGHWAY 97 FOR 0.9 MILE TO A SIDE ROAD LEFT AND SIGN
 PB0743'DEER BU.L.O. 7.  TURN LEFT FOLLOWING LOOKOUT ROAD, AS PER SIGNS,
 PB0743'TO THE SUMMIT AND THE STATION SITE.
 PB0743'
 PB0743'REFERENCE MARK NO.1 IS A STANDARD DISK SET IN THE CONCRETE BASE
 PB0743'OF THE NORTHWEST LEG OF THE LOOKOUT TOWER.  IT IS STAMPED DEER
 PB0743'BU NO 1 1953.
 PB0743'
 PB0743'BENCH MARK VA (USGS) IS A STANDARD U.S. GEOLOGICAL SURVEY MARK
 PB0743'SET FLUSH IN THE CONCRETE BASE OF THE NORTHEAST LEG OF THE LOOKOUT
 PB0743'TOWER.  IT IS STAMPED VA 5450.
 PB0743'
 PB0743'DEER BU L.O.T. (USFS) IS A STANDARD FOREST SERVICE DISK SET
 PB0743'FLUSH IN A BURIED BOULDER DIRECTLY UNDER THE CENTER OF THE
 PB0743'LOOKOUT TOWER.  IT IS STAMPED DEER BU L.O.T. 1952.
 PB0743'
 PB0743'THE BEAVER MARSH AIRWAY BEACON WAS OBSERVED AS THE AZIMUTH MARK
 PB0743'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0742 ***********************************************************************
 PB0742  DESIGNATION -  DEER BUTTE LOT
 PB0742  PID         -  PB0742
 PB0742  STATE/COUNTY-  OR/KLAMATH
 PB0742  USGS QUAD   -  CHEMULT (1967)
 PB0742
 PB0742                         *CURRENT SURVEY CONTROL
 PB0742  ___________________________________________________________________
 PB0742* NAD 83(1991)-  43 12 30.94403(N)    121 51 25.40157(W)     ADJUSTED  
 PB0742* NAVD 88     -      1679.3    (meters)    5510.     (feet)  VERTCON   
 PB0742  ___________________________________________________________________
 PB0742  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 PB0742  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 PB0742  HORZ ORDER  -  SECOND
 PB0742
 PB0742.The horizontal coordinates were established by classical geodetic methods
 PB0742.and adjusted by the National Geodetic Survey in October 1991.
 PB0742
 PB0742.The NAVD 88 height was computed by applying the VERTCON shift value to
 PB0742.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PB0742
 PB0742.The Laplace correction was computed from DEFLEC99 derived deflections.
 PB0742
 PB0742.The geoid height was determined by GEOID03.
 PB0742
 PB0742;                    North         East     Units Scale Factor Converg.
 PB0742;SPC OR S     -   172,174.485 1,389,735.825   MT  0.99989485   -0 55 42.3
 PB0742;SPC OR S     -   564,876.92  4,559,500.74   iFT  0.99989485   -0 55 42.3
 PB0742;UTM  10      - 4,784,613.461   592,844.118   MT  0.99970604   +0 46 57.3
 PB0742
 PB0742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PB0742!SPC OR S     -   0.99974008  x   0.99989485  =   0.99963496
 PB0742!UTM  10      -   0.99974008  x   0.99970604  =   0.99944620
 PB0742
 PB0742                          SUPERSEDED SURVEY CONTROL
 PB0742
 PB0742  NAD 83(1986)-  43 12 30.94723(N)    121 51 25.41360(W) AD(       ) 2
 PB0742  NAD 27      -  43 12 31.47910(N)    121 51 21.32460(W) AD(       ) 2
 PB0742  NGVD 29 (07/19/86) 1678.0    (m)         5505.     (f) VERT ANG    3  
 PB0742
 PB0742.Superseded values are not recommended for survey control.
 PB0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0742.See file dsdata.txt to determine how the superseded data were derived.
 PB0742
 PB0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN9284484613(NAD 83)
 PB0742
 PB0742  HISTORY     - Date     Condition        Report By
 PB0742  HISTORY     - 1953     MONUMENTED       CGS
 PB0742
 PB0742                          STATION DESCRIPTION
 PB0742
 PB0742'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (HSC)
 PB0742'THE STATION IS THE APEX OF THE LOOKOUT TOWER ON THE SUMMIT OF
 PB0742'DEER BUTTE, ABOUT 3 MILES WEST OF CHEMULT.  THE TOWER IS A WOODEN
 PB0742'STRUCTURE, 40 FEET HIGH WITH A STANDARD 14 X 14 FOOT OBSERVATION
 PB0742'CAB ON TOP.  DIRECTLY UNDER THE CENTER OF THE TOWER IS A USFS
 PB0742'TRIANGULATION DISK AND IN THE CONCRETE BASE OF THE NORTHEAST
 PB0742'LEG OF THE TOWER IS A USGS BENCH MARK.  U.S.F.S. DISK STAMPED
 PB0742'DEER BU L.O.T. 1952.
 PB0742'
 PB0742'THE STATION CAN BE DRIVEN TO FROM CHEMULT BY GOING NORTH ON
 PB0742'U.S. HIGHWAY 97 FOR 0.9 MILE TO A SIDE ROAD LEFT AND SIGN DEER
 PB0742'BUTTE L.O.T., THENCE AS PER SIGNS TO THE SUMMIT AND THE LOOKOUT
 PB0742'TOWER.
 PB0742'
 PB0742'A TRAVERSE CONNECTION WAS MADE FROM STATION DEER BU THE DISTANCE
 PB0742'BEING 25.56 FEET (7.792 METERS).
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0339 ***********************************************************************
 NW0339  DESIGNATION -  DEER CAIRN A
 NW0339  PID         -  NW0339
 NW0339  STATE/COUNTY-  OR/MALHEUR
 NW0339  USGS QUAD   -  BRETZ MINE (1982)
 NW0339
 NW0339                         *CURRENT SURVEY CONTROL
 NW0339  ___________________________________________________________________
 NW0339* NAD 83(1991)-  42 04 19.04432(N)    117 52 56.60682(W)     ADJUSTED  
 NW0339* NAVD 88     -      2150.     (meters)    7054.     (feet)  SCALED    
 NW0339  ___________________________________________________________________
 NW0339  LAPLACE CORR-          -2.67  (seconds)                    DEFLEC99
 NW0339  GEOID HEIGHT-         -18.78  (meters)                     GEOID03
 NW0339  HORZ ORDER  -  SECOND
 NW0339
 NW0339.The horizontal coordinates were established by classical geodetic methods
 NW0339.and adjusted by the National Geodetic Survey in October 1991.
 NW0339
 NW0339.The orthometric height was scaled from a topographic map.
 NW0339
 NW0339.The Laplace correction was computed from DEFLEC99 derived deflections.
 NW0339
 NW0339.The geoid height was determined by GEOID03.
 NW0339
 NW0339;                    North         East     Units Scale Factor Converg.
 NW0339;SPC OR S     -    48,408.080 1,716,607.615   MT  1.00007604   +1 47 27.0
 NW0339;SPC OR S     -   158,819.16  5,631,914.75   iFT  1.00007604   +1 47 27.0
 NW0339;SPC NV W     - 4,812,927.537   858,002.502   MT  0.99994138   +0 28 10.9
 NW0339;SPC NV W     -15,790,413.09  2,814,963.21   sFT  0.99994138   +0 28 10.9
 NW0339;UTM  11      - 4,658,142.201   427,004.582   MT  0.99966556   -0 35 28.6
 NW0339
 NW0339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NW0339!SPC OR S     -   0.99966581  x   1.00007604  =   0.99974183
 NW0339!SPC NV W     -   0.99966581  x   0.99994138  =   0.99960721
 NW0339!UTM  11      -   0.99966581  x   0.99966556  =   0.99933149
 NW0339
 NW0339                          SUPERSEDED SURVEY CONTROL
 NW0339
 NW0339  NAD 83(1986)-  42 04 19.05188(N)    117 52 56.60844(W) AD(       ) 2
 NW0339  NAD 27      -  42 04 19.44500(N)    117 52 53.08400(W) AD(       ) 2
 NW0339
 NW0339.Superseded values are not recommended for survey control.
 NW0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0339.See file dsdata.txt to determine how the superseded data were derived.
 NW0339
 NW0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG2700558142(NAD 83)
 NW0339
 NW0339  HISTORY     - Date     Condition        Report By
 NW0339  HISTORY     - 1956     MONUMENTED       CGS
 NW0339
 NW0339                          STATION DESCRIPTION
 NW0339
 NW0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 NW0339'ON THE HIGHEST POINT OF THE FIRST HIGH RIM ABOUT 9 MILES
 NW0339'NORTHWEST OF MC DERMITT, NEVADA.  THERE ARE HIGHER PEAKS AND
 NW0339'TABLELANDS ALONG THE RIM TO THE NORTH AND WEST.  IT IS ABOUT 6-1/2
 NW0339'MILES WEST OF U.S. HIGHWAY 95, 4 MILES NORTH OF AN EAST-WEST ROAD
 NW0339'THAT RUNS WEST OUT OF MC DERMITT AND 4-1/2 MILES WEST OF THE
 NW0339'OREGON CANYON CREEK.
 NW0339'
 NW0339'THE CAIRN IS 4 FEET HIGH AND IS 47.0 FEET (14.33 METERS)
 NW0339'SOUTH-SOUTHEAST OF STATION DEER.
 NW0339'
 NW0339'A TIE WAS MADE FROM TRIANGULATION STATION DEER 1956.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3855 ***********************************************************************
 RD3855  DESIGNATION -  DEER ISLAND MIDDLE DIKE LIGHT
 RD3855  PID         -  RD3855
 RD3855  STATE/COUNTY-  OR/COLUMBIA
 RD3855  USGS QUAD   -  DEER ISLAND (1990)
 RD3855
 RD3855                         *CURRENT SURVEY CONTROL
 RD3855  ___________________________________________________________________
 RD3855* NAD 83(1991)-  45 56 12.47149(N)    122 48 44.26960(W)     ADJUSTED  
 RD3855* NAVD 88     -              **(meters)            **(feet)            
 RD3855  ___________________________________________________________________
 RD3855  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 RD3855  GEOID HEIGHT-         -22.05  (meters)                     GEOID03
 RD3855  HORZ ORDER  -  THIRD
 RD3855
 RD3855.The horizontal coordinates were established by classical geodetic methods
 RD3855.and adjusted by the National Geodetic Survey in October 1991.
 RD3855
 RD3855
 RD3855.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3855
 RD3855.The geoid height was determined by GEOID03.
 RD3855
 RD3855;                    North         East     Units Scale Factor Converg.
 RD3855;SPC OR N     -   254,835.743 2,320,705.259   MT  0.99998454   -1 38 23.5
 RD3855;SPC OR N     -   836,075.27  7,613,862.40   iFT  0.99998454   -1 38 23.5
 RD3855;SPC WA S     -    69,703.456   320,707.608   MT  0.99997815   -1 40 46.7
 RD3855;SPC WA S     -   228,685.42  1,052,188.21   sFT  0.99997815   -1 40 46.7
 RD3855;UTM  10      - 5,087,042.442   514,550.808   MT  0.99960260   +0 08 05.6
 RD3855
 RD3855                          SUPERSEDED SURVEY CONTROL
 RD3855
 RD3855  NAD 83(1986)-  45 56 12.48886(N)    122 48 44.26656(W) AD(       ) 4
 RD3855  NAD 27      -  45 56 13.07900(N)    122 48 39.88900(W) AD(       ) 3
 RD3855
 RD3855.Superseded values are not recommended for survey control.
 RD3855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3855.See file dsdata.txt to determine how the superseded data were derived.
 RD3855
 RD3855_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1455187042(NAD 83)
 RD3855_MARKER: 14 = NAVIGATION LIGHT
 RD3855_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD3855+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2004
 RD3855
 RD3855  HISTORY     - Date     Condition        Report By
 RD3855  HISTORY     - 1937     FIRST OBSERVED   CGS
 RD3855  HISTORY     - 20040612 GOOD             USPSQD
 RD3855
 RD3855                          STATION DESCRIPTION
 RD3855
 RD3855'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0880 ***********************************************************************
 PC0880  DESIGNATION -  DEER RANCH RESET
 PC0880  PID         -  PC0880
 PC0880  STATE/COUNTY-  OR/LANE
 PC0880  USGS QUAD   -  FALL CREEK LAKE (1986)
 PC0880
 PC0880                         *CURRENT SURVEY CONTROL
 PC0880  ___________________________________________________________________
 PC0880* NAD 83(1991)-  43 56 10.52952(N)    122 38 10.71894(W)     ADJUSTED  
 PC0880* NAVD 88     -       947.3    (meters)    3108.     (feet)  VERTCON   
 PC0880  ___________________________________________________________________
 PC0880  LAPLACE CORR-           6.69  (seconds)                    DEFLEC99
 PC0880  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 PC0880  HORZ ORDER  -  SECOND
 PC0880
 PC0880.The horizontal coordinates were established by classical geodetic methods
 PC0880.and adjusted by the National Geodetic Survey in October 1991.
 PC0880
 PC0880.The NAVD 88 height was computed by applying the VERTCON shift value to
 PC0880.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PC0880
 PC0880.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC0880
 PC0880.The geoid height was determined by GEOID03.
 PC0880
 PC0880;                    North         East     Units Scale Factor Converg.
 PC0880;SPC OR S     -   254,308.885 1,328,492.580   MT  0.99998443   -1 27 41.6
 PC0880;SPC OR S     -   834,346.74  4,358,571.46   iFT  0.99998443   -1 27 41.6
 PC0880;UTM  10      - 4,864,857.500   529,189.663   MT  0.99961048   +0 15 08.5
 PC0880
 PC0880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC0880!SPC OR S     -   0.99985507  x   0.99998443  =   0.99983950
 PC0880!UTM  10      -   0.99985507  x   0.99961048  =   0.99946560
 PC0880
 PC0880|---------------------------------------------------------------------|
 PC0880| PID    Reference Object                     Distance      Geod. Az  |
 PC0880|                                                           dddmmss.s |
 PC0880| CD8441 DEER RANCH RM 2                      13.748 METERS 01439     |
 PC0880| QE1723 LITTLE COWHORN                      APPROX.15.6 KM 0430434.8 |
 PC0880| CD8440 DEER RANCH RM 1                      11.752 METERS 13059     |
 PC0880|---------------------------------------------------------------------|
 PC0880
 PC0880                          SUPERSEDED SURVEY CONTROL
 PC0880
 PC0880  NAD 83(1986)-  43 56 10.54295(N)    122 38 10.73637(W) AD(       ) 2
 PC0880  NAD 27      -  43 56 11.08940(N)    122 38 06.52590(W) AD(       ) 2
 PC0880  NGVD 29 (07/19/86)  946.2    (m)         3104.     (f) VERT ANG    3  
 PC0880
 PC0880.Superseded values are not recommended for survey control.
 PC0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0880.See file dsdata.txt to determine how the superseded data were derived.
 PC0880
 PC0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP2919064857(NAD 83)
 PC0880_MARKER: Z = SEE DESCRIPTION
 PC0880_SETTING: 0 = UNSPECIFIED SETTING
 PC0880
 PC0880  HISTORY     - Date     Condition        Report By
 PC0880  HISTORY     - 1953     MONUMENTED       CGS
 PC0880  HISTORY     - 1968     SEE DESCRIPTION  CGS
 PC0880
 PC0880                          STATION DESCRIPTION
 PC0880
 PC0880'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 PC0880'THE STATION IS LOCATED ABOUT 6 MILES NORTHEAST OF LOWELL AND 2
 PC0880'MILES SOUTH OF FALL CREEK ON THE SUMMIT OF A PARTLY WOODED PEAK
 PC0880'KNOWN AS BEAR MOUNTAIN.
 PC0880'
 PC0880'TO REACH THE STATION FROM THE DEPOT IN LOWELL, GO NORTH ON A
 PC0880'PAVED ROAD 1.9 MILES TO A CROSS ROADS JUST BEFORE REACHING A
 PC0880'COVERED BRIDGE.  TURN RIGHT, GO EAST ON A GRAVEL ROAD 1.7 MILES
 PC0880'TO A T INTERSECTION JUST AFTER CROSSING A COVERED BRIDGE.  TURN
 PC0880'LEFT, GO NORTHEASTERLY 4.85 MILES TO THE DEER MOUNTAIN RANCH ON
 PC0880'THE RIGHT.  CONTINUE STRAIGHT AHEAD 0.35 MILE TO A METAL GATE ON
 PC0880'THE RIGHT.  (KEY CAN BE OBTAINED AT THE DEER MOUNTAIN RANCH).
 PC0880'TURN RIGHT, GO SOUTHERLY 1.0 MILE TO A FORK.  TURN LEFT, GO 0.65
 PC0880'MILE TO A FORK AND BUILDINGS ON THE LEFT.  TURN LEFT, GO 0.4
 PC0880'MILE TO A FORK.  TURN LEFT GO 0.25 MILE TO A FORK.  TURN LEFT,
 PC0880'GO 0.1 MILE TO A FORK.  TURN RIGHT, GO 0.15 MILE TO A FORK.
 PC0880'TURN LEFT, GO 0.5 MILE TO A FORK.  TURN RIGHT, GO UP STEEP
 PC0880'GRADE 1.7 MILES TO A FORK.  TURN LEFT, GO 0.4 MILE TO TOP OF
 PC0880'PEAK, END OF ROAD AND STATION.
 PC0880'
 PC0880'THE STATION MARK IS STAMPED DEER RANCH 1953.  IT IS A STANDARD
 PC0880'DISK CEMENTED IN THE TOP OF AN IRON PIPE THAT PROJECTS 10 INCHES
 PC0880'AND IS LOCATED IN THE CENTER OF AN OLD LOGGING ROAD.
 PC0880'
 PC0880'REFERENCE MARK 1 IS STAMPED DEER RANCH NO 1 1953.  IT IS A
 PC0880'STANDARD DISK CEMENTED IN THE TOP OF AN IRON PIPE THAT PROJECTS
 PC0880'4 INCHES.
 PC0880'
 PC0880'REFERENCE MARK 2 IS STAMPED DEER RANCH NO 2 1953.  IT IS A
 PC0880'STANDARD DISK CEMENTED IN THE TOP OF AN IRON PIPE THAT PROJECTS
 PC0880'5 INCHES.
 PC0880'
 PC0880'HEIGHT OF LIGHT ABOVE STATION MARK 1.1 METER.
 PC0880
 PC0880                          STATION RECOVERY (1968)
 PC0880
 PC0880'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (NET)
 PC0880'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE RECOVERED AND
 PC0880'FOUND IN GOOD CONDITION.  THE SURFACE STATION MARK HAD BEEN
 PC0880'DESTROYED.  THE UNDERGROUND MARK WAS RECOVERED IN GOOD
 PC0880'CONDITION.  A NEW STATION MARK WAS PLUMBED PRECISELY OVER THE
 PC0880'UNDER GROUND MARK.  LANDMARKS HAVE CHANGED.  A NEW AND COMPLETE
 PC0880'DESCRIPTION FOLLOWS.
 PC0880'
 PC0880'THE STATION IS 7 MILES EAST-NORTHEAST OF LOWELL ON THE SUMMIT OF
 PC0880'BEAR MOUNTAIN, WHICH IS PARTLY WOODED, AND THE PROPERTY OF
 PC0880'INTERNATIONAL PAPER CO. LONG-BELL DIVISION VAUGHN BRANCH.
 PC0880'
 PC0880'TO REACH THE STATION FROM THE LOWELL POST OFFICE GO NORTH ON THE
 PC0880'MACADAM ROAD FOR 1.8 MILES TO A CROSSROAD, JUST SOUTH OF A
 PC0880'COVERED BRIDGE, TURN RIGHT AND GO NORTHEAST ALONG THE NORTH SIDE
 PC0880'OF FALL CREEK RESERVOIR FOR 7.6 MILES TO A GRAVELED ROAD RIGHT,
 PC0880'JUST AFTER CROSSING A CONCRETE BRIDGE, TURN RIGHT AND GO
 PC0880'SOUTHWEST ON THE GRAVELED ROAD FOR 0.2 MILE TO A CROSSROAD, TURN
 PC0880'LEFT AND GO SOUTHEAST ON THE GRAVELED ROAD FOR 0.1 MILE TO A
 PC0880'RAIL GATE, PASS THROUGH GATE AND CONTINUE SOUTHEAST, UPGRADE
 PC0880'FOR 0.9 MILE TO A FORK, TAKE LEFT FORK, MAIN TRAVELED ROAD, AND
 PC0880'CONTINUE SOUTHEAST ON GRAVELED ROAD FOR 1.0 MILE TO A
 PC0880'FORK, TAKE THE RIGHT FORK AND GO SOUTHERLY FOR 0.5 MILE TO A
 PC0880'FORK, TAKE THE LEFT FORK, THAT CIRCLES THE STATION HILL, FOR 1.3
 PC0880'MILES TO A FORK, TAKE THE LEFT FORK AND FOLLOW THE ROAD TO THE
 PC0880'HIGHEST PART OF THE MOUNTAIN AND THE STATION AT THE END OF THE
 PC0880'ROAD.
 PC0880'
 PC0880'THE STATION MARK, STAMPED DEER RANCH 1953 1968, IS A STANDARD
 PC0880'DISK SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3
 PC0880'INCHES, 6 FEET WEST OF THE CENTER OF THE TRACK ROAD, 1 FOOT
 PC0880'SOUTHEAST OF A ROCK CAIRN AND 1 FOOT NORTHWEST OF A METAL
 PC0880'WITNESS POST.  THE UNDERGROUND MARK, WHICH WAS NOT DISTURBED,
 PC0880'IS STAMPED DEER RANCH 1953.  (NOTE 1A AND 7A)
 PC0880'
 PC0880'REFERENCE MARK NO. 1, STAMPED DEER RANCH NO 1 1953, IS A STANDARD
 PC0880'DISK SET IN CONCRETE IN A 4-INCH IRON PIPE THAT PROJECTS 3 INCHES,
 PC0880'37.5 FEET EAST OF THE WITNESS POST, 12 FEET NORTHEAST OF THE
 PC0880'CENTER OF THE TRACK ROAD AND 1 FOOT WEST OF A ROCK CAIRN.
 PC0880'
 PC0880'REFERENCE MARK NO. 2, STAMPED DEER RANCH NO 2 1953, IS A STANDARD
 PC0880'DISK SET IN CONCRETE IN A 4-INCH IRON PIPE THAT PROJECTS 5 INCHES,
 PC0880'46 FEET NORTH OF THE WITNESS POST, 15 FEET NORTHWEST OF THE
 PC0880'CENTER OF THE TRACK ROAD AND 1 FOOT SOUTH OF A ROCK CAIRN.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0992 ***********************************************************************
 OA0992  DESIGNATION -  DEL
 OA0992  PID         -  OA0992
 OA0992  STATE/COUNTY-  OR/CURRY
 OA0992  USGS QUAD   -  BROOKINGS (1986)
 OA0992
 OA0992                         *CURRENT SURVEY CONTROL
 OA0992  ___________________________________________________________________
 OA0992* NAD 83(1991)-  42 02 09.26679(N)    124 15 37.51375(W)     ADJUSTED  
 OA0992* NAVD 88     -        20.8    (meters)      68.     (feet)  VERTCON   
 OA0992  ___________________________________________________________________
 OA0992  LAPLACE CORR-          11.20  (seconds)                    DEFLEC99
 OA0992  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 OA0992  HORZ ORDER  -  THIRD
 OA0992
 OA0992.The horizontal coordinates were established by classical geodetic methods
 OA0992.and adjusted by the National Geodetic Survey in October 1991.
 OA0992
 OA0992.The NAVD 88 height was computed by applying the VERTCON shift value to
 OA0992.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OA0992
 OA0992.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA0992
 OA0992.The geoid height was determined by GEOID03.
 OA0992
 OA0992;                    North         East     Units Scale Factor Converg.
 OA0992;SPC OR S     -    48,008.354 1,188,698.705   MT  1.00008812   -2 34 21.7
 OA0992;SPC OR S     -   157,507.72  3,899,930.13   iFT  1.00008812   -2 34 21.7
 OA0992;SPC CA 1     -   802,526.480 1,812,827.041   MT  1.00011479   -1 28 41.0
 OA0992;SPC CA 1     - 2,632,955.63  5,947,583.38   sFT  1.00011479   -1 28 41.0
 OA0992;UTM  10      - 4,654,531.440   395,672.793   MT  0.99973393   -0 50 38.6
 OA0992
 OA0992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA0992!SPC OR S     -   1.00000114  x   1.00008812  =   1.00008926
 OA0992!SPC CA 1     -   1.00000114  x   1.00011479  =   1.00011593
 OA0992!UTM  10      -   1.00000114  x   0.99973393  =   0.99973507
 OA0992
 OA0992:                Primary Azimuth Mark                     Grid Az
 OA0992:SPC OR S     -  TRED 2                                   147 18 20.0
 OA0992:SPC CA 1     -  TRED 2                                   146 12 39.3
 OA0992:UTM  10      -  TRED 2                                   145 34 36.9
 OA0992
 OA0992|---------------------------------------------------------------------|
 OA0992| PID    Reference Object                     Distance      Geod. Az  |
 OA0992|                                                           dddmmss.s |
 OA0992| OA1014 TRED 2                              APPROX. 0.9 KM 1444358.3 |
 OA0992| LV1127 ST GEORGES REEF LT HSE 1913         APPROX.24.1 KM 2032036.5 |
 OA0992|---------------------------------------------------------------------|
 OA0992
 OA0992                          SUPERSEDED SURVEY CONTROL
 OA0992
 OA0992  NAD 83(1986)-  42 02 09.25638(N)    124 15 37.51797(W) AD(       ) 3
 OA0992  NAD 27      -  42 02 09.86313(N)    124 15 33.20763(W) AD(       ) 3
 OA0992  NGVD 29 (07/19/86)   19.7    (m)           65.     (f) VERT ANG    3  
 OA0992
 OA0992.Superseded values are not recommended for survey control.
 OA0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0992.See file dsdata.txt to determine how the superseded data were derived.
 OA0992
 OA0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCM9567354531(NAD 83)
 OA0992_MARKER: Z = SEE DESCRIPTION
 OA0992_SETTING: 0 = UNSPECIFIED SETTING
 OA0992_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OA0992
 OA0992  HISTORY     - Date     Condition        Report By
 OA0992  HISTORY     - 1935     MONUMENTED       CGS
 OA0992  HISTORY     - 1976     SEE DESCRIPTION  NGS
 OA0992  HISTORY     - 1977     SEE DESCRIPTION  NGS
 OA0992
 OA0992                          STATION DESCRIPTION
 OA0992
 OA0992'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (FHH)
 OA0992'STATION IS LOCATED ON THE FIRST MOST WESTERLY POINT S OF THE
 OA0992'CHETCO RIVER AND ABOUT 75 FEET ABOVE HIGH WATER.  THE END OF
 OA0992'THE DOCK AND THE HIGHEST POINT OF CHETCO POINT ARE ON RANGE.
 OA0992'
 OA0992'STATION IS A STANDARD HYDROGRAPHIC DISK SET IN A CONCRETE BLOCK.
 OA0992
 OA0992                          STATION RECOVERY (1976)
 OA0992
 OA0992'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 OA0992'THE STATION WAS RECOVERED IN GOOD CONDITION.  LANDMARKS HAVE
 OA0992'CHANGED.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 OA0992'
 OA0992'THE STATION IS ON PASTURE LAND OWNED BY MR. LYNN HONAKER, AND
 OA0992'LEASED TO MR. JACK CORNETT, NEAR THE EDGE OF THE BLUFF, ABOUT 75
 OA0992'FEET HIGHER THAN THE OCEAN.
 OA0992'
 OA0992'TO REACH THE STATION FROM THE BROOKINGS POST OFFICE GO NORTH ON
 OA0992'CENTER STREET FOR 0.1 MILE TO U.S. HIGHWAY 101, TURN RIGHT, AND
 OA0992'GO SOUTHEAST ON U.S. HIGHWAY 101 FOR 2.1 MILES TO A CROSSROAD,
 OA0992'TURN RIGHT, AND GO WEST ON BENHAM LANE FOR 0.4 MILE TO A SIDE
 OA0992'ROAD LEFT, TURN LEFT, AND GO SOUTH ON OCEAN VIEW DRIVE FOR 0.45
 OA0992'MILE TO MR. CORNETTS RESIDENCE ON THE RIGHT, AND THE END OF
 OA0992'TRUCK TRAVEL.  PASS TO THE SOUTH OF THE HOUSE TO A FOOT GATE
 OA0992'INTO THE PASTURE, THEN HIKE WEST ACROSS THE PASTURE FOR 0.1 MILE
 OA0992'TO THE EDGE OF THE BLUFF, AND THE STATION.
 OA0992'
 OA0992'THE STATION MARK, STAMPED DEL 1935, IS A HYDROGRAPHIC DISK SET IN
 OA0992'A 3 BY 4 INCH CONCRETE MONUMENT THAT PROJECTS 1-INCH, 10 FEET
 OA0992'EAST OF THE POINT OF THE BLUFF, AND 3 FEET WEST OF A METAL WITNESS
 OA0992'POST.  NO REFERENCE MARKS WERE ESTABLISHED FOR THIS STATION.
 OA0992'
 OA0992'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OA0992'3 MILES SOUTHWEST OF BROOKINGS.
 OA0992
 OA0992                          STATION RECOVERY (1977)
 OA0992
 OA0992'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 OA0992'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN
 OA0992'RECOVERY NOTE SUBMITTED BY C.L.N. DATED 1976.
 OA0992'
 OA0992'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OA0992'1 MILE SOUTH OF HARBOR.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 DE5647 ***********************************************************************
 DE5647  DESIGNATION -  DEL
 DE5647  PID         -  DE5647
 DE5647  STATE/COUNTY-  OR/YAMHILL
 DE5647  USGS QUAD   -  MC MINNVILLE (1992)
 DE5647
 DE5647                         *CURRENT SURVEY CONTROL
 DE5647  ___________________________________________________________________
 DE5647* NAD 83(2007)-  45 13 27.50655(N)    123 10 26.69870(W)     ADJUSTED  
 DE5647* NAVD 88     -        48.0    (meters)     157.     (feet)  GPS OBS   
 DE5647  ___________________________________________________________________
 DE5647  EPOCH DATE  -        2007.00
 DE5647  X           -  -2,462,302.462 (meters)                     COMP
 DE5647  Y           -  -3,766,509.941 (meters)                     COMP
 DE5647  Z           -   4,504,959.177 (meters)                     COMP
 DE5647  LAPLACE CORR-         -10.67  (seconds)                    DEFLEC99
 DE5647  ELLIP HEIGHT-          25.976 (meters)          (02/10/07) ADJUSTED
 DE5647  GEOID HEIGHT-         -22.05  (meters)                     GEOID03
 DE5647
 DE5647  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE5647  Type    PID    Designation                      North   East  Ellip
 DE5647  -------------------------------------------------------------------
 DE5647  NETWORK DE5647 DEL                               1.10   0.88   1.12
 DE5647  -------------------------------------------------------------------
 DE5647
 DE5647.The horizontal coordinates were established by GPS observations
 DE5647.and adjusted by the National Geodetic Survey in February 2007.
 DE5647
 DE5647.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE5647.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE5647.The horizontal coordinates are valid at the epoch date displayed above.
 DE5647.The epoch date for horizontal control is a decimal equivalence
 DE5647.of Year/Month/Day.
 DE5647
 DE5647.The orthometric height was determined by GPS observations and a
 DE5647.high-resolution geoid model.
 DE5647
 DE5647.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5647
 DE5647.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE5647
 DE5647.The ellipsoidal height was determined by GPS observations
 DE5647.and is referenced to NAD 83.
 DE5647
 DE5647.The geoid height was determined by GEOID03.
 DE5647
 DE5647;                    North         East     Units Scale Factor Converg.
 DE5647;SPC OR N     -   176,562.193 2,290,041.685   MT  0.99989505   -1 53 47.1
 DE5647;SPC OR N     -   579,272.29  7,513,260.12   iFT  0.99989505   -1 53 47.1
 DE5647;UTM  10      - 5,007,883.336   486,333.238   MT  0.99960230   -0 07 24.9
 DE5647
 DE5647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5647!SPC OR N     -   0.99999593  x   0.99989505  =   0.99989098
 DE5647!UTM  10      -   0.99999593  x   0.99960230  =   0.99959823
 DE5647
 DE5647                          SUPERSEDED SURVEY CONTROL
 DE5647
 DE5647  NAD 83(1998)-  45 13 27.50424(N)    123 10 26.70006(W) AD(       ) A
 DE5647  ELLIP H (06/19/02)   25.978  (m)                       GP(       ) 4 1
 DE5647
 DE5647.Superseded values are not recommended for survey control.
 DE5647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE5647.See file dsdata.txt to determine how the superseded data were derived.
 DE5647
 DE5647_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR8633307883(NAD 83)
 DE5647_MARKER: DD = SURVEY DISK
 DE5647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE5647_STAMPING: DEL 2001
 DE5647_MARK LOGO: NGS+SS
 DE5647_PROJECTION: RECESSED 15 CENTIMETERS
 DE5647_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DE5647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE5647+STABILITY: SURFACE MOTION
 DE5647_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5647+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2003
 DE5647
 DE5647  HISTORY     - Date     Condition        Report By
 DE5647  HISTORY     - 20010524 MONUMENTED       OR-071
 DE5647  HISTORY     - 20030206 GOOD             INDIV
 DE5647
 DE5647                          STATION DESCRIPTION
 DE5647
 DE5647'DESCRIBED BY YAMHILL COUNTY OREGON 2001 (DL)
 DE5647'THE STATION IS LOCATED IN NORTHEAST MCMINNVILLE, JUST SOUTHWEST OF THE
 DE5647'YAMHILL COUNTY
 DE5647'FAIRGROUNDS, IN THE YAMHILL COUNTY PUBLIC WORKS MAINTENANCE YARD.
 DE5647'OWNERSHIP -- YAMHILL
 DE5647'COUNTY PUBLIC WORKS, 2060 LAFAYETTE AVENUE, MCMINNVILLE, OREGON
 DE5647'97128-9398.  PHONE
 DE5647'503-472-4068.
 DE5647' 
 DE5647'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 47 NORTH AND
 DE5647'99W ON THE
 DE5647'NORTHEAST SIDE OF MCMINNVILLE, GO WESTERLY ON HIGHWAY 99W FOR 1.0 KM
 DE5647'(0.6 MI) TO THE
 DE5647'INTERSECTION OF NE LAFAYETTE AVENUE ON THE LEFT AND GRANDHAVEN STREET
 DE5647'ON THE RIGHT.
 DE5647'TURN LEFT, SOUTHWEST, ON NE LAFAYETTE AVENUE FOR 0.64 KM (0.4 MI) TO
 DE5647'THE NORTHEAST
 DE5647'ENTRANCE INTO THE YAMHILL PUBLIC WORKS MAINTENANCE YARD ON THE LEFT.
 DE5647'TURN LEFT,
 DE5647'SOUTHEAST ON THE PAVED ENTRANCE DRIVE FOR 55 M (180 FT) TO THE STATION
 DE5647'ON THE LEFT IN THE
 DE5647'CENTER OF THE FIRST PARKING ROW NORTHEAST OF THE MAINTENANCE BUILDING.
 DE5647'THE STATION IS AN OREGON PRIMARY GPS STATION DISK SET IN TOP OF A 30
 DE5647'CM ROUND CONCRETE
 DE5647'MONUMENT RECESSED 10 CM BELOW THE TOP OF AND IN THE CENTER OF A 70 CM
 DE5647'DIAMETER
 DE5647'CULVERT WITH METAL COVER SURROUNDED BY A 2.5 M SQUARE CONCRETE PAD
 DE5647'FLUSH WITH THE
 DE5647'ASPHALT PARKING LOT.  THERE IS A 9 CM DIAMETER BY 1.2 M TALL IRON PIPE
 DE5647'AT EACH CORNER OF
 DE5647'THE CONCRETE PAD TO PROTECT THE STATION.  IT IS 46.8 M (153.5 FT)
 DE5647'NORTHEAST FROM THE METAL
 DE5647'FLAG POLE AT THE NORTH CORNER OF THE MAINTENANCE BUILDING, 29.3 M
 DE5647'(96.0 FT) WEST FROM THE
 DE5647'NORTHWEST END OF THE RAISED CONCRETE FUEL PUMP ISLAND, 20.4 M (66.9
 DE5647'FT) SOUTHWEST FROM
 DE5647'THE NORTH CORNER OF A 2.5 M BY 3.5 M CONCRETE BLOCK SHED FOR VEHICLE
 DE5647'WASH, AND 18.7 M (61.4
 DE5647'FT) WEST-NORTHWEST FROM THE EAST CORNER OF THE MAINTENANCE BUILDING.
 DE5647' 
 DE5647' 
 DE5647'
 DE5647
 DE5647                          STATION RECOVERY (2003)
 DE5647
 DE5647'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DEL)
 DE5647'ON THE NGS DATA SHEET FOR DE5647, PLEASE CORRECT THE CONTACT PHONE
 DE5647'NUMBER TO READ (503)434-7414. OUR FAX NUMBER WAS SOMEHOW LISTED
 DE5647'INADVERTENTLY. THANKS, DAN E. LINSCHEID, YAMHILL COUNTY SURVEYOR
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2411 ***********************************************************************
 QE2411  DESIGNATION -  DELAKE
 QE2411  PID         -  QE2411
 QE2411  STATE/COUNTY-  OR/LINCOLN
 QE2411  USGS QUAD   -  LINCOLN CITY (1984)
 QE2411
 QE2411                         *CURRENT SURVEY CONTROL
 QE2411  ___________________________________________________________________
 QE2411* NAD 83(1991)-  44 57 38.58908(N)    124 01 08.19717(W)     ADJUSTED  
 QE2411* NAVD 88     -        43.93   (+/-2cm)     144.1    (feet)  VERTCON   
 QE2411  ___________________________________________________________________
 QE2411  LAPLACE CORR-          20.23  (seconds)                    DEFLEC99
 QE2411  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 QE2411  HORZ ORDER  -  THIRD
 QE2411  VERT ORDER  -  THIRD ? (See Below)
 QE2411
 QE2411.The horizontal coordinates were established by classical geodetic methods
 QE2411.and adjusted by the National Geodetic Survey in October 1991.
 QE2411
 QE2411.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE2411.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE2411.The vertical order pertains to the NGVD 29 superseded value.
 QE2411
 QE2411.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2411
 QE2411.The geoid height was determined by GEOID03.
 QE2411
 QE2411;                    North         East     Units Scale Factor Converg.
 QE2411;SPC OR N     -   149,841.798 2,222,468.135   MT  0.99990114   -2 29 44.1
 QE2411;SPC OR N     -   491,606.95  7,291,562.12   iFT  0.99990114   -2 29 44.1
 QE2411;UTM  10      - 4,979,091.784   419,636.787   MT  0.99967941   -0 43 12.2
 QE2411
 QE2411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2411!SPC OR N     -   0.99999675  x   0.99990114  =   0.99989789
 QE2411!UTM  10      -   0.99999675  x   0.99967941  =   0.99967616
 QE2411
 QE2411:                Primary Azimuth Mark                     Grid Az
 QE2411:SPC OR N     -  COMA                                     010 26 18.2
 QE2411:UTM  10      -  COMA                                     008 39 46.3
 QE2411
 QE2411|---------------------------------------------------------------------|
 QE2411| PID    Reference Object                     Distance      Geod. Az  |
 QE2411|                                                           dddmmss.s |
 QE2411| QE2408 COMA                                APPROX. 3.5 KM 0075634.1 |
 QE2411| QE1127 DELAKE RM 2                          78.407 METERS 05006     |
 QE2411| CE1402 DELAKE RM 1                          37.304 METERS 35352     |
 QE2411|---------------------------------------------------------------------|
 QE2411
 QE2411                          SUPERSEDED SURVEY CONTROL
 QE2411
 QE2411  NAD 83(1986)-  44 57 38.63554(N)    124 01 08.21882(W) AD(       ) 3
 QE2411  NAD 83(1986)-  44 57 38.64603(N)    124 01 08.21748(W) AD(       ) 3
 QE2411  NAD 27      -  44 57 39.28900(N)    124 01 03.79600(W) AD(       ) 3
 QE2411  NGVD 29 (07/19/86)   42.92   (m)          140.8    (f) LEVELING    3  
 QE2411
 QE2411.Superseded values are not recommended for survey control.
 QE2411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2411.See file dsdata.txt to determine how the superseded data were derived.
 QE2411
 QE2411_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ1963779092(NAD 83)
 QE2411_MARKER: Z = SEE DESCRIPTION
 QE2411_SETTING: 0 = UNSPECIFIED SETTING
 QE2411
 QE2411  HISTORY     - Date     Condition        Report By
 QE2411  HISTORY     - 1927     MONUMENTED       CGS
 QE2411  HISTORY     - 1930     SEE DESCRIPTION  CGS
 QE2411  HISTORY     - 1931     SEE DESCRIPTION  CGS
 QE2411  HISTORY     - 1941     SEE DESCRIPTION  CGS
 QE2411  HISTORY     - 1952     SEE DESCRIPTION  CGS
 QE2411
 QE2411                          STATION DESCRIPTION
 QE2411
 QE2411'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (GLB)
 QE2411'THIS STATION IS ON THE FIRST HILL S OF THE TOWN OF DE LAKE, 50
 QE2411'METERS E OF THE BANK THAT FORMS HIGH-WATER LINE JUST INSIDE THE
 QE2411'WOODS AND ABOUT 95 METERS SW OF A CONCRETE WATER TANK.
 QE2411'
 QE2411'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 QE2411'CONCRETE IN THE TOP OF TILES WHICH ARE EMBEDDED IN THE GROUND.
 QE2411'
 QE2411'THE UNDERGROUND MARK A STANDARD DISK SET IN CONCRETE, 3 FEET
 QE2411'BELOW THE SURFACE.
 QE2411'
 QE2411'REFERENCE MARK NO.2 IS ABOUT 15 METERS SW OF WATER TANK.
 QE2411
 QE2411                          STATION RECOVERY (1930)
 QE2411
 QE2411'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JHB)
 QE2411'REFERENCE MARK NO.2 RECOVERED AND USED FOR A FIRST-ORDER BENCH
 QE2411'MARK.  JUST S OF DE LAKE, SET IN CONCRETE PIPE 30 FEET SW OF
 QE2411'WATER TANK ON HILL.
 QE2411
 QE2411                          STATION RECOVERY (1931)
 QE2411
 QE2411'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (LAM)
 QE2411'STATION RECOVERED.  THIS STATION SHOULD BE SPELLED AS HERE
 QE2411'INDICATED (DELAKE) AND NOT IN TWO WORDS.  THE STATION IS ABOUT
 QE2411'0.25 MILE W OF THE COAST HIGHWAY.
 QE2411'
 QE2411'REFERENCE MARK NO.2 IS NOW A FIRST-ORDER BENCH MARK.  THE
 QE2411'REFERENCE MARK IS ABOUT 30 FEET SW OF A CONCRETE WATER TANK AND
 QE2411'IT IS ON THE N SIDE OF FIFTH STREET.
 QE2411
 QE2411                          STATION RECOVERY (1941)
 QE2411
 QE2411'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (LAM)
 QE2411'IN 1941 I EXAMINED REFERENCE 2 AND IT IS IN GOOD CONDITION.  IT
 QE2411'WAS LEVELED ON BY 1941 U.S.C. AND G.S. PARTY AND ITS BENCH MARK
 QE2411'DESCRIPTION IS AS BELOW.  I DID NOT EXAMINE THE STATION AND
 QE2411'REFERENCE 1 IN 1941.
 QE2411'
 QE2411'REFERENCE MARK 2 DELAKE----S PART OF DELAKE, ABOUT 0.15 MILE
 QE2411'W OF OREGON COAST HIGHWAY, NEAR N LINE OF FIFTH STREET, 30 FEET
 QE2411'SW OF CONCRETE WATER TANK ON HILL, 16 FEET N OF CENTER OF
 QE2411'GRAVELED ROADWAY.  DISK STAMPED DELAKE NO.2 1927 IN CONCRETE
 QE2411'POST.  140.777 FEET.
 QE2411
 QE2411                          STATION RECOVERY (1952)
 QE2411
 QE2411'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (HGC)
 QE2411'A CURSORY SEARCH FOR THE STATION WAS MADE BY FOUR MEN AND THE
 QE2411'STATION MARK AND REFERENCE MARK 1 WERE NOT RECOVERED.  REFERENCE
 QE2411'MARK 2 WAS RECOVERED AS DESCRIBED.
 QE2411'
 QE2411'STATION NOW LIES SW OF THE CORNER OF FIFTH AND MAIN STREETS IN
 QE2411'A RESIDENTIAL PART OF DELAKE, ON A HILL S OF THE BUSINESS
 QE2411'DISTRICT.  IT IS SW OF A SQUARE, CONCRETE WATER TANK NO LONGER
 QE2411'USED.
 QE2411'
 QE2411'THERE ARE NO LARGE TREES IN THE AREA, AND CONSIDERABLE
 QE2411'CONSTRUCTION OF RESIDENCES HAS OCCURRED.  THE STATION MARK IS
 QE2411'NOW EITHER ON THE PROPERTY OF ONE OF THE NEW HOMES OR ON A VACANT
 QE2411'LOT HEAVILY OVERGROWN WITH UNDERBRUSH.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1127 ***********************************************************************
 QE1127  DESIGNATION -  DELAKE RM 2
 QE1127  PID         -  QE1127
 QE1127  STATE/COUNTY-  OR/LINCOLN
 QE1127  USGS QUAD   -  LINCOLN CITY (1984)
 QE1127
 QE1127                         *CURRENT SURVEY CONTROL
 QE1127  ___________________________________________________________________
 QE1127* NAD 83(1986)-  44 57 30.     (N)    124 00 56.     (W)     SCALED    
 QE1127* NAVD 88     -        44.132  (meters)     144.79   (feet)  ADJUSTED  
 QE1127  ___________________________________________________________________
 QE1127  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 QE1127  DYNAMIC HT  -          44.133 (meters)     144.79  (feet)  COMP
 QE1127  MODELED GRAV-     980,648.7   (mgal)                       NAVD 88
 QE1127
 QE1127  VERT ORDER  -  FIRST     CLASS II
 QE1127
 QE1127.The horizontal coordinates were scaled from a topographic map and have
 QE1127.an estimated accuracy of +/- 6 seconds.
 QE1127
 QE1127.The orthometric height was determined by differential leveling
 QE1127.and adjusted in June 1991.
 QE1127.WARNING-Repeat measurements at this control monument indicate possible
 QE1127.vertical movement.
 QE1127
 QE1127.The geoid height was determined by GEOID03.
 QE1127
 QE1127.The dynamic height is computed by dividing the NAVD 88
 QE1127.geopotential number by the normal gravity value computed on the
 QE1127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1127.degrees latitude (g = 980.6199 gals.).
 QE1127
 QE1127.The modeled gravity was interpolated from observed gravity values.
 QE1127
 QE1127;                    North         East    Units  Estimated Accuracy
 QE1127;SPC OR N     -   149,570.    2,222,720.      MT  (+/- 180 meters Scaled)
 QE1127
 QE1127                          SUPERSEDED SURVEY CONTROL
 QE1127
 QE1127  NGVD 29 (??/??/92)   43.120  (m)          141.47   (f) ADJ UNCH    1 2
 QE1127
 QE1127.Superseded values are not recommended for survey control.
 QE1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1127.See file dsdata.txt to determine how the superseded data were derived.
 QE1127
 QE1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ199788(NAD 83)
 QE1127_MARKER: DR = REFERENCE MARK DISK
 QE1127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE1127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE1127_STAMPING: DELAKE NO 2 1927
 QE1127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE1127+STABILITY: SURFACE MOTION
 QE1127
 QE1127  HISTORY     - Date     Condition        Report By
 QE1127  HISTORY     - 1927     MONUMENTED       CGS
 QE1127  HISTORY     - 1964     GOOD             NGS
 QE1127  HISTORY     - 1965     MARK NOT FOUND   NGS
 QE1127  HISTORY     - 1979     MARK NOT FOUND   USGS
 QE1127  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 QE1127
 QE1127                          STATION DESCRIPTION
 QE1127
 QE1127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 QE1127'IN DELAKE.
 QE1127'IN THE SOUTHERN PART OF DELAKE, LINCOLN COUNTY, 0.2 MILE WEST ALONG
 QE1127'FIFTH STREET FROM THE INTERSECTION OF THE OREGON COAST HIGHWAY (U.S.
 QE1127'101) AT THE NORTH SIDE OF THE STREET, 31 FEET SOUTHWEST OF THE
 QE1127'SOUTHWEST CORNER OF A SQUARE CONCRETE WATER-TANK ON THE TOP OF A HILL
 QE1127'AND 16 FEET NORTH OF THE CENTER LINE OF FIFTH STREET.  A STANDARD
 QE1127'REFERENCE MARK DISK, STAMPED DELAKE NO 2 1927 AND SET IN THE TOP OF A
 QE1127'CONCRETE POST ENCASED IN TILE AND FLUSH WITH THE GROUND.  NOTE-- IT
 QE1127'WAS REPORTED IN JANUARY 1957 THAT THIS MARK IS 48 FEET WEST OF THE
 QE1127'CENTER LINE OF MAIN STREET AND 19 FEET NORTH OF THE CENTER LINE OF
 QE1127'FIFTH STREET.
 QE1127
 QE1127                          STATION RECOVERY (1965)
 QE1127
 QE1127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 QE1127'MARK NOT FOUND.
 QE1127
 QE1127                          STATION RECOVERY (1979)
 QE1127
 QE1127'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 QE1127'MARK NOT FOUND.
 QE1127
 QE1127                          STATION RECOVERY (1989)
 QE1127
 QE1127'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 QE1127'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AI1993 ***********************************************************************
 AI1993  CBN         -  This is a Cooperative Base Network Control Station.
 AI1993  DESIGNATION -  DELI
 AI1993  PID         -  AI1993
 AI1993  STATE/COUNTY-  OR/DOUGLAS
 AI1993  USGS QUAD   -  ROSEBURG WEST (1987)
 AI1993
 AI1993                         *CURRENT SURVEY CONTROL
 AI1993  ___________________________________________________________________
 AI1993* NAD 83(2007)-  43 07 33.90728(N)    123 27 18.20792(W)     ADJUSTED  
 AI1993* NAVD 88     -       168.2    (meters)     552.     (feet)  GPS OBS   
 AI1993  ___________________________________________________________________
 AI1993  EPOCH DATE  -        2007.00
 AI1993  X           -  -2,570,352.584 (meters)                     COMP
 AI1993  Y           -  -3,890,005.289 (meters)                     COMP
 AI1993  Z           -   4,337,834.150 (meters)                     COMP
 AI1993  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 AI1993  ELLIP HEIGHT-         144.240 (meters)          (02/10/07) ADJUSTED
 AI1993  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 AI1993
 AI1993  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI1993  Type    PID    Designation                      North   East  Ellip
 AI1993  -------------------------------------------------------------------
 AI1993  NETWORK AI1993 DELI                              0.71   0.55   1.61
 AI1993  -------------------------------------------------------------------
 AI1993
 AI1993.The horizontal coordinates were established by GPS observations
 AI1993.and adjusted by the National Geodetic Survey in February 2007.
 AI1993
 AI1993.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI1993.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI1993.The horizontal coordinates are valid at the epoch date displayed above.
 AI1993.The epoch date for horizontal control is a decimal equivalence
 AI1993.of Year/Month/Day.
 AI1993
 AI1993.The orthometric height was determined by GPS observations and a
 AI1993.high-resolution geoid model.
 AI1993
 AI1993.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI1993
 AI1993.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1993
 AI1993.The ellipsoidal height was determined by GPS observations
 AI1993.and is referenced to NAD 83.
 AI1993
 AI1993.The geoid height was determined by GEOID03.
 AI1993
 AI1993;                    North         East     Units Scale Factor Converg.
 AI1993;SPC OR S     -   166,357.057 1,259,610.178   MT  0.99989488   -2 01 18.1
 AI1993;SPC OR S     -   545,790.87  4,132,579.32   iFT  0.99989488   -2 01 18.1
 AI1993;UTM  10      - 4,774,917.001   462,984.898   MT  0.99961685   -0 18 39.9
 AI1993
 AI1993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1993!SPC OR S     -   0.99997738  x   0.99989488  =   0.99987226
 AI1993!UTM  10      -   0.99997738  x   0.99961685  =   0.99959424
 AI1993
 AI1993                          SUPERSEDED SURVEY CONTROL
 AI1993
 AI1993  NAD 83(1998)-  43 07 33.90461(N)    123 27 18.20787(W) AD(       ) A
 AI1993  ELLIP H (04/24/00)  144.246  (m)                       GP(       ) 3 1
 AI1993  NAD 83(1991)-  43 07 33.90246(N)    123 27 18.20679(W) AD(       ) B
 AI1993  ELLIP H (10/13/99)  144.399  (m)                       GP(       ) 3 1
 AI1993
 AI1993.Superseded values are not recommended for survey control.
 AI1993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1993.See file dsdata.txt to determine how the superseded data were derived.
 AI1993
 AI1993_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN6298574917(NAD 83)
 AI1993_MARKER: DD = SURVEY DISK
 AI1993_SETTING: 80 = SET IN A BOULDER
 AI1993_STAMPING: DELI 1985
 AI1993_MARK LOGO: OR-019
 AI1993_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI1993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI1993+STABILITY: SURFACE MOTION
 AI1993_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1993+SATELLITE: SATELLITE OBSERVATIONS - 1985
 AI1993
 AI1993  HISTORY     - Date     Condition        Report By
 AI1993  HISTORY     - 1985     MONUMENTED       OR-019
 AI1993
 AI1993                          STATION DESCRIPTION
 AI1993
 AI1993'DESCRIBED BY DOUGLAS COUNTY OREGON 1985 (RWS)
 AI1993'THE STATION IS LOCATED ABOUT 12.0 KM (7.45 MI) SOUTHWEST OF ROSEBURG,
 AI1993'4.0 KM (2.50 MI) WEST OF WINSTON, ON THE SOUTHWEST RIGHT-OF-WAY OF
 AI1993'LOOKINGGLASS ROAD, AT THE JUNCTION OF CEDAR TREE DRIVE.
 AI1993'OWNERSHIP--DOUGLAS COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 AI1993'STATE HIGHWAY 42 AND LOOKINGGLASS ROAD IN WINSTON, GO WEST ON
 AI1993'LOOKINGGLASS ROAD FOR 4.02 KM (2.50 MI) TO THE STATION ON THE LEFT
 AI1993'JUST PAST CEDAR TREE DRIVE ON THE LEFT.  THE STATION IS A DOUGLAS
 AI1993'COUNTY SURVEYORS OFFICE DISK CEMENTED INTO A DRILL HOLE IN A BOULDER
 AI1993'FLUSH WITH THE GROUND.  IT IS 35.0 M (114.8 FT) NORTHWEST FROM THE
 AI1993'CENTER OF CEDAR TREE DRIVE, 8.4 M (27.6 FT) SOUTHWEST FROM THE CENTER
 AI1993'OF LOOKINGGLASS ROAD, AND 6.4 M (21.0 FT) SOUTHEAST FROM A CLUMP OF
 AI1993'MAPLE TREES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0037 ***********************************************************************
 RD0037  DESIGNATION -  DELL
 RD0037  PID         -  RD0037
 RD0037  STATE/COUNTY-  OR/MULTNOMAH
 RD0037  USGS QUAD   -  BRIDAL VEIL (1994)
 RD0037
 RD0037                         *CURRENT SURVEY CONTROL
 RD0037  ___________________________________________________________________
 RD0037* NAD 83(1991)-  45 33 07.48949(N)    122 11 25.89030(W)     ADJUSTED  
 RD0037* NAVD 88     -        14.028  (meters)      46.02   (feet)  ADJUSTED  
 RD0037  ___________________________________________________________________
 RD0037  LAPLACE CORR-           8.51  (seconds)                    DEFLEC99
 RD0037  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 RD0037  DYNAMIC HT  -          14.028 (meters)      46.02  (feet)  COMP
 RD0037  MODELED GRAV-     980,589.6   (mgal)                       NAVD 88
 RD0037
 RD0037  HORZ ORDER  -  SECOND
 RD0037  VERT ORDER  -  SECOND    CLASS 0
 RD0037
 RD0037.The horizontal coordinates were established by classical geodetic methods
 RD0037.and adjusted by the National Geodetic Survey in October 1991.
 RD0037
 RD0037.The orthometric height was determined by differential leveling
 RD0037.and adjusted in June 1991.
 RD0037
 RD0037.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD0037
 RD0037.The geoid height was determined by GEOID03.
 RD0037
 RD0037.The dynamic height is computed by dividing the NAVD 88
 RD0037.geopotential number by the normal gravity value computed on the
 RD0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0037.degrees latitude (g = 980.6199 gals.).
 RD0037
 RD0037.The modeled gravity was interpolated from observed gravity values.
 RD0037
 RD0037;                    North         East     Units Scale Factor Converg.
 RD0037;SPC OR N     -   210,893.085 2,368,014.297   MT  0.99991694   -1 11 56.0
 RD0037;SPC OR N     -   691,906.45  7,769,075.78   iFT  0.99991694   -1 11 56.0
 RD0037;SPC WA S     -    25,729.030   367,993.829   MT  1.00007559   -1 13 40.8
 RD0037;SPC WA S     -    84,412.66  1,207,326.42   sFT  1.00007559   -1 13 40.8
 RD0037;UTM  10      - 5,044,601.151   563,183.318   MT  0.99964908   +0 34 40.4
 RD0037
 RD0037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD0037!SPC OR N     -   1.00000129  x   0.99991694  =   0.99991823
 RD0037!SPC WA S     -   1.00000129  x   1.00007559  =   1.00007688
 RD0037!UTM  10      -   1.00000129  x   0.99964908  =   0.99965037
 RD0037
 RD0037|---------------------------------------------------------------------|
 RD0037| PID    Reference Object                     Distance      Geod. Az  |
 RD0037|                                                           dddmmss.s |
 RD0037| RD0038 DELL RM 1                            25.710 METERS 04925     |
 RD0037| RD0036 DELL RM 2                            26.178 METERS 24256     |
 RD0037| RD0035 DELL AZ MK                                         2425834.3 |
 RD0037|---------------------------------------------------------------------|
 RD0037
 RD0037                          SUPERSEDED SURVEY CONTROL
 RD0037
 RD0037  NAD 83(1986)-  45 33 07.50039(N)    122 11 25.89783(W) AD(       ) 2
 RD0037  NAD 27      -  45 33 08.06800(N)    122 11 21.57600(W) AD(       ) 2
 RD0037  NGVD 29 (??/??/92)   13.012  (m)           42.69   (f) ADJ UNCH    2 0
 RD0037
 RD0037.Superseded values are not recommended for survey control.
 RD0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0037.See file dsdata.txt to determine how the superseded data were derived.
 RD0037
 RD0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER6318344601(NAD 83)
 RD0037_MARKER: DS = TRIANGULATION STATION DISK
 RD0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0037_STAMPING: DELL 1956
 RD0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0037+STABILITY: SURFACE MOTION
 RD0037
 RD0037  HISTORY     - Date     Condition        Report By
 RD0037  HISTORY     - 1956     MONUMENTED       CGS
 RD0037  HISTORY     - 1956     GOOD             CGS
 RD0037  HISTORY     - 1960     SEE DESCRIPTION  CGS
 RD0037  HISTORY     - 1984     MARK NOT FOUND   USGS
 RD0037  HISTORY     - 1987     MARK NOT FOUND   NGS
 RD0037
 RD0037                          STATION DESCRIPTION
 RD0037
 RD0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (JBW)
 RD0037'THE STATION IS LOCATED ABOUT 5 MILES EAST OF CORBETT, OREGON, 0.8
 RD0037'MILE WEST OF BRIDAL VEIL, OREGON, 0.7 MILE EAST OF TALBOT STATE
 RD0037'PARK AND ON THE SOUTH RIGHT OF WAY OF U.S. HIGHWAY 30.
 RD0037'
 RD0037'TO REACH THE STATION FROM THE BRIDAL VEIL JUNCTION OVERPASS GO
 RD0037'WEST ON U.S. HIGHWAY 30 FOR 0.8 MILE TO THE STATION ON THE LEFT,
 RD0037'SOUTH, SIDE OF THE HIGHWAY.
 RD0037'
 RD0037'TO REACH THE AZIMUTH MARK CONTINUE WEST ON U.S. HIGHWAY 30 FOR
 RD0037'0.4 MILE FROM THE STATION TO MILE POST 25 AND THE AZIMUTH MARK ON
 RD0037'THE LEFT, SOUTH, SIDE OF THE HIGHWAY.
 RD0037'
 RD0037'THE STATION MARK, A STANDARD DISK STAMPED DELL 1956, IS SET IN
 RD0037'THE TOP OF A 12 INCH CONCRETE CYLINDER WHICH IS FLUSH WITH THE TOP
 RD0037'OF THE GROUND SURFACE.  THE MARK IS 36.8 FEET SOUTH OF THE CENTER
 RD0037'LINE OF U.S. HIGHWAY 30, 30 FEET WEST-SOUTHWEST OF A 12 INCH BIRCH
 RD0037'TREE WITH A TRIANGULAR BLAZE AND 4.5 FEET SOUTH OF A WHITE
 RD0037'WITNESS POST.
 RD0037'
 RD0037'REFERENCE MARK 1, A STANDARD DISK STAMPED DELL NO 1 1956, IS SET
 RD0037'IN THE TOP OF A 12 INCH CONCRETE CYLINDER WHICH PROJECTS ABOUT 2
 RD0037'INCHES ABOVE THE GROUND SURFACE AND IS ABOUT 2 FEET ABOVE THE
 RD0037'STATION ELEVATION AND 26.8 FEET SOUTH OF THE CENTER LINE OF
 RD0037'U.S. HIGHWAY 30.
 RD0037'
 RD0037'REFERENCE MARK 2, A STANDARD DISK STAMPED DELL NO 2 1956, IS SET IN
 RD0037'THE TOP OF A 12 INCH CONCRETE CYLINDER WHICH PROJECTS ABOUT 1 INCH
 RD0037'ABOVE THE GROUND SURFACE AND IS ABOUT 2 FEET HIGHER IN ELEVATION
 RD0037'THAN THE STATION MARK, 27.2 FEET SOUTH OF THE CENTER LINE OF
 RD0037'U.S. HIGHWAY 30.
 RD0037'
 RD0037'THE AZIMUTH MARK, A STANDARD DISK STAMPED DELL 1956, IS SET IN
 RD0037'THE TOP OF A 12 INCH CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES
 RD0037'ABOVE THE GROUND SURFACE, 27.6 FEET SOUTH OF THE CENTER LINE OF
 RD0037'U.S. HIGHWAY 30, 2 FEET SOUTH-SOUTHWEST OF A WHITE WITNESS POST
 RD0037'AND 2 FEET SOUTH OF MILE POST 25.
 RD0037
 RD0037                          STATION RECOVERY (1956)
 RD0037
 RD0037'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 RD0037'0.7 MI SW FROM BRIDAL VEIL.
 RD0037'0.7 MILE SOUTHWEST ALONG U.S. HIGHWAY 30 FROM THE UNION PACIFIC
 RD0037'RAILROAD STATION AT BRIDAL VEIL, IN T 1 N - R 5 E, 0.1 MILE WEST OF A
 RD0037'PROMINENT 15-FOOT-HIGH POINTED ROCK SOUTH OF THE HIGHWAY, 90.3 FEET
 RD0037'NORTHWEST OF THE NORTHWEST RAIL OF THE UNION PACIFIC RAILROAD, 36.8
 RD0037'FEET SOUTHEAST OF THE CENTER LINE OF THE SOUTH LANES OF THE HIGHWAY,
 RD0037'31 FEET WEST OF A 15-INCH TREE MARKED WITH A TRIANGULAR BLAZE, 4.7
 RD0037'FEET SOUTH OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE HIGHWAY, AND
 RD0037'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 RD0037
 RD0037                          STATION RECOVERY (1960)
 RD0037
 RD0037'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FN)
 RD0037'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
 RD0037'
 RD0037'LOCATED 15-FEET SOUTH OF THE SOUTH GUARD RAIL ALONG U.S. HIGHWAY
 RD0037'30, 1-FOOT SOUTH OF A METAL WITNESS POST, 30-FEET WEST OF A LARGE
 RD0037'MAPLE TREE WITH A TRIANGLE BLAZE AND ACROSS THE HIGHWAY, JUST SOUTH
 RD0037'OF A LARGE HIGHWAY SIGN PORTLAND 26, THIS SIGN FACES THE WEST
 RD0037'BOUND TRAFFIC.
 RD0037
 RD0037                          STATION RECOVERY (1984)
 RD0037
 RD0037'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 RD0037'MARK NOT FOUND.
 RD0037
 RD0037                          STATION RECOVERY (1987)
 RD0037
 RD0037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD0037'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0035 ***********************************************************************
 RD0035  DESIGNATION -  DELL AZ MK
 RD0035  PID         -  RD0035
 RD0035  STATE/COUNTY-  OR/MULTNOMAH
 RD0035  USGS QUAD   -  BRIDAL VEIL (1994)
 RD0035
 RD0035                         *CURRENT SURVEY CONTROL
 RD0035  ___________________________________________________________________
 RD0035* NAD 83(1986)-  45 33 03.     (N)    122 11 52.     (W)     SCALED    
 RD0035* NAVD 88     -        14.484  (meters)      47.52   (feet)  ADJUSTED  
 RD0035  ___________________________________________________________________
 RD0035  GEOID HEIGHT-         -22.27  (meters)                     GEOID03
 RD0035  DYNAMIC HT  -          14.483 (meters)      47.52  (feet)  COMP
 RD0035  MODELED GRAV-     980,588.4   (mgal)                       NAVD 88
 RD0035
 RD0035  VERT ORDER  -  SECOND    CLASS 0
 RD0035
 RD0035.The horizontal coordinates were scaled from a topographic map and have
 RD0035.an estimated accuracy of +/- 6 seconds.
 RD0035
 RD0035.The orthometric height was determined by differential leveling
 RD0035.and adjusted in June 1991.
 RD0035
 RD0035.The geoid height was determined by GEOID03.
 RD0035
 RD0035.The dynamic height is computed by dividing the NAVD 88
 RD0035.geopotential number by the normal gravity value computed on the
 RD0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0035.degrees latitude (g = 980.6199 gals.).
 RD0035
 RD0035.The modeled gravity was interpolated from observed gravity values.
 RD0035
 RD0035;                    North         East    Units  Estimated Accuracy
 RD0035;SPC OR N     -   210,770.    2,367,450.      MT  (+/- 180 meters Scaled)
 RD0035
 RD0035                          SUPERSEDED SURVEY CONTROL
 RD0035
 RD0035  NGVD 29 (??/??/92)   13.467  (m)           44.18   (f) ADJ UNCH    2 0
 RD0035
 RD0035.Superseded values are not recommended for survey control.
 RD0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0035.See file dsdata.txt to determine how the superseded data were derived.
 RD0035
 RD0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER626444(NAD 83)
 RD0035_MARKER: DZ = AZIMUTH MARK DISK
 RD0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0035_STAMPING: DELL 1956
 RD0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0035+STABILITY: SURFACE MOTION
 RD0035
 RD0035  HISTORY     - Date     Condition        Report By
 RD0035  HISTORY     - 1956     MONUMENTED       CGS
 RD0035  HISTORY     - 1987     MARK NOT FOUND   NGS
 RD0035
 RD0035                          STATION DESCRIPTION
 RD0035
 RD0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 RD0035'1.1 MI SW FROM BRIDAL VEIL.
 RD0035'1.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 30 FROM THE UNION PACIFIC
 RD0035'RAILROAD STATION AT BRIDAL VEIL, IN T 1 N - R 5 E, 0.1 MILE EAST OF
 RD0035'THE EAST ENTRANCE TO A HIGHWAY TURN OUT, AT HIGHWAY MILEPOST 25, 27.5
 RD0035'FEET SOUTH OF THE CENTER LINE OF THE SOUTH LANES OF THE HIGHWAY, 2.6
 RD0035'FEET SOUTHWEST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE HIGHWAY,
 RD0035'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 RD0035'GROUND.
 RD0035
 RD0035                          STATION RECOVERY (1987)
 RD0035
 RD0035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD0035'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0038 ***********************************************************************
 RD0038  DESIGNATION -  DELL RM 1
 RD0038  PID         -  RD0038
 RD0038  STATE/COUNTY-  OR/MULTNOMAH
 RD0038  USGS QUAD   -  BRIDAL VEIL (1994)
 RD0038
 RD0038                         *CURRENT SURVEY CONTROL
 RD0038  ___________________________________________________________________
 RD0038* NAD 83(1986)-  45 33 07.     (N)    122 11 25.     (W)     SCALED    
 RD0038* NAVD 88     -        14.784  (meters)      48.50   (feet)  ADJUSTED  
 RD0038  ___________________________________________________________________
 RD0038  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 RD0038  DYNAMIC HT  -          14.784 (meters)      48.50  (feet)  COMP
 RD0038  MODELED GRAV-     980,589.8   (mgal)                       NAVD 88
 RD0038
 RD0038  VERT ORDER  -  SECOND    CLASS 0
 RD0038
 RD0038.The horizontal coordinates were scaled from a topographic map and have
 RD0038.an estimated accuracy of +/- 6 seconds.
 RD0038
 RD0038.The orthometric height was determined by differential leveling
 RD0038.and adjusted in June 1991.
 RD0038
 RD0038.The geoid height was determined by GEOID03.
 RD0038
 RD0038.The dynamic height is computed by dividing the NAVD 88
 RD0038.geopotential number by the normal gravity value computed on the
 RD0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0038.degrees latitude (g = 980.6199 gals.).
 RD0038
 RD0038.The modeled gravity was interpolated from observed gravity values.
 RD0038
 RD0038;                    North         East    Units  Estimated Accuracy
 RD0038;SPC OR N     -   210,880.    2,368,030.      MT  (+/- 180 meters Scaled)
 RD0038
 RD0038                          SUPERSEDED SURVEY CONTROL
 RD0038
 RD0038  NGVD 29 (??/??/92)   13.768  (m)           45.17   (f) ADJ UNCH    2 0
 RD0038
 RD0038.Superseded values are not recommended for survey control.
 RD0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0038.See file dsdata.txt to determine how the superseded data were derived.
 RD0038
 RD0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER632445(NAD 83)
 RD0038_MARKER: DR = REFERENCE MARK DISK
 RD0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0038_STAMPING: DELL NO 1 1956
 RD0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0038+STABILITY: SURFACE MOTION
 RD0038
 RD0038  HISTORY     - Date     Condition        Report By
 RD0038  HISTORY     - 1956     MONUMENTED       CGS
 RD0038  HISTORY     - 1987     MARK NOT FOUND   NGS
 RD0038
 RD0038                          STATION DESCRIPTION
 RD0038
 RD0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 RD0038'0.7 MI SW FROM BRIDAL VEIL.
 RD0038'0.7 MILE SOUTHWEST ALONG U.S. HIGHWAY 30 FROM THE UNION PACIFIC
 RD0038'RAILROAD STATION AT BRIDAL VEIL, IN T 1 N - R 5 E, 84.2 FEET NORTHEAST
 RD0038'OF DELL TRIANGULATION STATION, 27.2 FEET SOUTHEAST OF THE CENTER LINE
 RD0038'OF THE SOUTH LANES OF THE HIGHWAY, 10 FEET EAST OF A CONCRETE POST
 RD0038'PROJECTING 3 FEET, ABOUT 1/2 FOOT LOWER THAN THE HIGHWAY, AND SET IN
 RD0038'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 RD0038
 RD0038                          STATION RECOVERY (1987)
 RD0038
 RD0038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD0038'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0036 ***********************************************************************
 RD0036  DESIGNATION -  DELL RM 2
 RD0036  PID         -  RD0036
 RD0036  STATE/COUNTY-  OR/MULTNOMAH
 RD0036  USGS QUAD   -  BRIDAL VEIL (1994)
 RD0036
 RD0036                         *CURRENT SURVEY CONTROL
 RD0036  ___________________________________________________________________
 RD0036* NAD 83(1986)-  45 33 07.     (N)    122 11 25.     (W)     SCALED    
 RD0036* NAVD 88     -        14.556  (meters)      47.76   (feet)  ADJUSTED  
 RD0036  ___________________________________________________________________
 RD0036  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 RD0036  DYNAMIC HT  -          14.556 (meters)      47.76  (feet)  COMP
 RD0036  MODELED GRAV-     980,589.8   (mgal)                       NAVD 88
 RD0036
 RD0036  VERT ORDER  -  SECOND    CLASS 0
 RD0036
 RD0036.The horizontal coordinates were scaled from a topographic map and have
 RD0036.an estimated accuracy of +/- 6 seconds.
 RD0036
 RD0036.The orthometric height was determined by differential leveling
 RD0036.and adjusted in June 1991.
 RD0036
 RD0036.The geoid height was determined by GEOID03.
 RD0036
 RD0036.The dynamic height is computed by dividing the NAVD 88
 RD0036.geopotential number by the normal gravity value computed on the
 RD0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0036.degrees latitude (g = 980.6199 gals.).
 RD0036
 RD0036.The modeled gravity was interpolated from observed gravity values.
 RD0036
 RD0036;                    North         East    Units  Estimated Accuracy
 RD0036;SPC OR N     -   210,880.    2,368,030.      MT  (+/- 180 meters Scaled)
 RD0036
 RD0036                          SUPERSEDED SURVEY CONTROL
 RD0036
 RD0036  NGVD 29 (??/??/92)   13.540  (m)           44.42   (f) ADJ UNCH    2 0
 RD0036
 RD0036.Superseded values are not recommended for survey control.
 RD0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0036.See file dsdata.txt to determine how the superseded data were derived.
 RD0036
 RD0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER632445(NAD 83)
 RD0036_MARKER: DR = REFERENCE MARK DISK
 RD0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0036_STAMPING: DELL NO 2 1956
 RD0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0036+STABILITY: SURFACE MOTION
 RD0036
 RD0036  HISTORY     - Date     Condition        Report By
 RD0036  HISTORY     - 1956     MONUMENTED       CGS
 RD0036  HISTORY     - 1987     MARK NOT FOUND   NGS
 RD0036
 RD0036                          STATION DESCRIPTION
 RD0036
 RD0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 RD0036'0.7 MI SW FROM BRIDAL VEIL.
 RD0036'0.7 MILE SOUTHWEST ALONG U.S. HIGHWAY 30 FROM THE UNION PACIFIC
 RD0036'RAILROAD STATION AT BRIDAL VEIL, IN T 1 N - R 5 E, 87 FEET WEST OF A
 RD0036'TELEGRAPH POLE, 85.9 FEET SOUTHWEST OF DELL TRIANGULATION STATION,
 RD0036'27.6 FEET SOUTHEAST OF THE CENTER LINE OF THE SOUTH LANES OF THE
 RD0036'HIGHWAY, ABOUT 1/2 FOOT LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF
 RD0036'A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 RD0036
 RD0036                          STATION RECOVERY (1987)
 RD0036
 RD0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD0036'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC1059 ***********************************************************************
 PC1059  DESIGNATION -  DELLWOOD
 PC1059  PID         -  PC1059
 PC1059  STATE/COUNTY-  OR/COOS
 PC1059  USGS QUAD   -  COOS MOUNTAIN (1990)
 PC1059
 PC1059                         *CURRENT SURVEY CONTROL
 PC1059  ___________________________________________________________________
 PC1059* NAD 83(1991)-  43 20 55.62557(N)    123 57 05.99380(W)     ADJUSTED  
 PC1059* NAVD 88     -       597.4    (meters)    1960.     (feet)  VERTCON   
 PC1059  ___________________________________________________________________
 PC1059  LAPLACE CORR-           6.88  (seconds)                    DEFLEC99
 PC1059  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 PC1059  HORZ ORDER  -  SECOND
 PC1059
 PC1059.The horizontal coordinates were established by classical geodetic methods
 PC1059.and adjusted by the National Geodetic Survey in October 1991.
 PC1059
 PC1059.The NAVD 88 height was computed by applying the VERTCON shift value to
 PC1059.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PC1059
 PC1059.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC1059
 PC1059.The geoid height was determined by GEOID03.
 PC1059
 PC1059;                    North         East     Units Scale Factor Converg.
 PC1059;SPC OR S     -   192,619.986 1,220,252.427   MT  0.99989954   -2 21 41.2
 PC1059;SPC OR S     -   631,955.33  4,003,452.84   iFT  0.99989954   -2 21 41.2
 PC1059;UTM  10      - 4,799,987.661   422,871.338   MT  0.99967318   -0 39 11.8
 PC1059
 PC1059!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC1059!SPC OR S     -   0.99991013  x   0.99989954  =   0.99980967
 PC1059!UTM  10      -   0.99991013  x   0.99967318  =   0.99958334
 PC1059
 PC1059|---------------------------------------------------------------------|
 PC1059| PID    Reference Object                     Distance      Geod. Az  |
 PC1059|                                                           dddmmss.s |
 PC1059| CD8446 DELLWOOD RM 1                         7.063 METERS 06339     |
 PC1059| CD8447 DELLWOOD RM 2                        10.203 METERS 19048     |
 PC1059| CD8445 DELLWOOD AZ MK                                     2644452.6 |
 PC1059| OA1238 MCKEEVER LOOKOUT TOWER              APPROX. 7.3 KM 3174637.9 |
 PC1059|---------------------------------------------------------------------|
 PC1059
 PC1059                          SUPERSEDED SURVEY CONTROL
 PC1059
 PC1059  NAD 83(1986)-  43 20 55.62329(N)    123 57 06.02934(W) AD(       ) 2
 PC1059  NAD 27      -  43 20 56.22200(N)    123 57 01.67100(W) AD(       ) 2
 PC1059  NGVD 29 (07/19/86)  596.3    (m)         1956.     (f) VERT ANG    3  
 PC1059
 PC1059.Superseded values are not recommended for survey control.
 PC1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC1059.See file dsdata.txt to determine how the superseded data were derived.
 PC1059
 PC1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN2287199988(NAD 83)
 PC1059_MARKER: Z = SEE DESCRIPTION
 PC1059_SETTING: 0 = UNSPECIFIED SETTING
 PC1059
 PC1059  HISTORY     - Date     Condition        Report By
 PC1059  HISTORY     - 1953     MONUMENTED       CGS
 PC1059
 PC1059                          STATION DESCRIPTION
 PC1059
 PC1059'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 PC1059'THE STATION IS ABOUT 13.5 MILES EAST OF COOS BAY, 3.5 MILES
 PC1059'EAST-SOUTHEAST OF THE VILLAGE OF DELLWOOD, AND ON THE HIGHEST
 PC1059'PART OF A BARE RIDGE.
 PC1059'
 PC1059'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 101 AND
 PC1059'THE COOS RIVER ROAD AT THE SOUTH EDGE OF COOS BAY.  TAKE THE
 PC1059'COOS RIVER ROAD TOWARDS ALLEGANY FOR 3.4 MILES TO A ROAD FORK
 PC1059'JUST BEFORE THE ROAD PASSES OVER A BRIDGE.  TAKE THE LEFT FORK
 PC1059'AND FOLLOW THE MAIN ROAD FOR 3.9 MILES TO A BRIDGE ON THE
 PC1059'LEFT.  CROSS THE BRIDGE AND TURN RIGHT AND FOLLOW THE ROAD FOR
 PC1059'6.5 MILES TO THE VILLAGE OF DELLWOOD.  CONTINUE ON THE MAIN
 PC1059'ROAD FOR 1.0 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT ON A
 PC1059'NARROW PLANK ROAD AND GO DOWN THE LEFT SIDE OF THE RIVER
 PC1059'FOR 0.4 MILE TO A GATE.  PASS THROUGH THE GATE AND GO 0.4
 PC1059'MILE TO A FORK.  TAKE THE LEFT FORK FOR 0.1 MILE TO A CROSS ROAD.
 PC1059'CONTINUE FOR 4.1 MILES TO A ROAD ON THE RIGHT GOING TO AN
 PC1059'OLD LOG LOADING AREA AND THE AZIMUTH MARK 0.4 MILE DOWN THIS
 PC1059'ROAD.  CONTINUE ON THE MAIN ROAD FOR 0.6 MILE TO THE TOP OF A
 PC1059'SADDLE AND THE END OF TRUCK TRAVEL.  FROM HERE PACK
 PC1059'SOUTHEAST UP THE HILL FOLLOWING A GAME TRAIL FOR ABOUT 20
 PC1059'MINUTES TO THE HIGHEST POINT AND THE STATION.
 PC1059'
 PC1059'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 4-INCH
 PC1059'IRON PIPE THAT PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 PC1059'DELLWOOD 1953.
 PC1059'
 PC1059'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 PC1059'4-INCH IRON PIPE THAT PROJECTS 8 INCHES, AND THE DISK IS STAMPED
 PC1059'DELLWOOD NO 1 1953.  IT IS THE SAME ELEVATION AS THE STATION.
 PC1059'
 PC1059'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 PC1059'4-INCH IRON PIPE THAT PROJECTS 8 INCHES, AND THE DISK IS STAMPED
 PC1059'DELLWOOD NO 2 1953.  IT IS THE SAME ELEVATION AS THE STATION.
 PC1059'
 PC1059'THE AZIMUTH MARK FOR STATION CATHCART 1942 WAS USED AS AN
 PC1059'AZIMUTH MARK FOR THIS STATION.  THE MARK IS A STANDARD DISK SET
 PC1059'IN A DRILL HOLE IN A BOULDER THAT IS FLUSH WITH THE GROUND, AND
 PC1059'THE DISK IS STAMPED CATHCART 1942 RESET 1953.  IT IS SET AT THE
 PC1059'WEST EDGE OF A HILL IN A CLEARING AT A LOG LOADING AREA, AND 4
 PC1059'FEET NORTH-NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AH7031 ***********************************************************************
 AH7031  DESIGNATION -  DELRAY
 AH7031  PID         -  AH7031
 AH7031  STATE/COUNTY-  OR/CLATSOP
 AH7031  USGS QUAD   -  GEARHART (1973)
 AH7031
 AH7031                         *CURRENT SURVEY CONTROL
 AH7031  ___________________________________________________________________
 AH7031* NAD 83(2007)-  46 02 52.93707(N)    123 55 41.56964(W)     ADJUSTED  
 AH7031* NAVD 88     -        11.5    (meters)      38.     (feet)  GPS OBS   
 AH7031  ___________________________________________________________________
 AH7031  EPOCH DATE  -        2007.00
 AH7031  X           -  -2,475,115.774 (meters)                     COMP
 AH7031  Y           -  -3,679,445.735 (meters)                     COMP
 AH7031  Z           -   4,568,946.559 (meters)                     COMP
 AH7031  LAPLACE CORR-          15.79  (seconds)                    DEFLEC99
 AH7031  ELLIP HEIGHT-         -11.824 (meters)          (02/10/07) ADJUSTED
 AH7031  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 AH7031
 AH7031  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH7031  Type    PID    Designation                      North   East  Ellip
 AH7031  -------------------------------------------------------------------
 AH7031  NETWORK AH7031 DELRAY                            2.51   1.57   1.72
 AH7031  -------------------------------------------------------------------
 AH7031
 AH7031.The horizontal coordinates were established by GPS observations
 AH7031.and adjusted by the National Geodetic Survey in February 2007.
 AH7031
 AH7031.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH7031.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH7031.The horizontal coordinates are valid at the epoch date displayed above.
 AH7031.The epoch date for horizontal control is a decimal equivalence
 AH7031.of Year/Month/Day.
 AH7031
 AH7031.The orthometric height was determined by GPS observations and a
 AH7031.high-resolution geoid model.
 AH7031
 AH7031.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7031
 AH7031.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7031
 AH7031.The ellipsoidal height was determined by GPS observations
 AH7031.and is referenced to NAD 83.
 AH7031
 AH7031.The geoid height was determined by GEOID03.
 AH7031
 AH7031;                    North         East     Units Scale Factor Converg.
 AH7031;SPC OR N     -   270,262.914 2,234,745.442   MT  1.00001257   -2 25 52.5
 AH7031;SPC OR N     -   886,689.35  7,331,842.00   iFT  1.00001257   -2 25 52.5
 AH7031;UTM  10      - 5,099,803.661   428,188.594   MT  0.99966339   -0 40 05.8
 AH7031
 AH7031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7031!SPC OR N     -   1.00000185  x   1.00001257  =   1.00001442
 AH7031!UTM  10      -   1.00000185  x   0.99966339  =   0.99966524
 AH7031
 AH7031                          SUPERSEDED SURVEY CONTROL
 AH7031
 AH7031  NAD 83(1998)-  46 02 52.93427(N)    123 55 41.57275(W) AD(       ) 1
 AH7031  ELLIP H (07/03/01)  -11.818  (m)                       GP(       ) 5 1
 AH7031  NAD 83(1991)-  46 02 52.93245(N)    123 55 41.57389(W) AD(       ) 1
 AH7031  ELLIP H (01/20/99)  -11.789  (m)                       GP(       ) 3 2
 AH7031
 AH7031.Superseded values are not recommended for survey control.
 AH7031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7031.See file dsdata.txt to determine how the superseded data were derived.
 AH7031
 AH7031_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR2818999804(NAD 83)
 AH7031_MARKER: I = METAL ROD
 AH7031_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH7031_STAMPING: DELRAY 1997
 AH7031_MARK LOGO: NGS   
 AH7031_PROJECTION: RECESSED 10 CENTIMETERS
 AH7031_MAGNETIC: I = MARKER IS A STEEL ROD
 AH7031_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7031_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7031+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2008
 AH7031_ROD/PIPE-DEPTH: 10   meters
 AH7031
 AH7031  HISTORY     - Date     Condition        Report By
 AH7031  HISTORY     - 1997     MONUMENTED       NGS
 AH7031  HISTORY     - 20040506 GOOD             GEOCAC
 AH7031  HISTORY     - 20040520 GOOD             USPSQD
 AH7031  HISTORY     - 20060708 GOOD             USPSQD
 AH7031  HISTORY     - 20080404 GOOD             WADT
 AH7031
 AH7031                          STATION DESCRIPTION
 AH7031
 AH7031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (RCD)
 AH7031'DESCRIBED BY THE WASHINGTON STATE DEPARTMENT OF ECOLOGY 1997 (RCD) .
 AH7031'THE STATION IS ABOUT 2 MILES (3.2 KM) NORTH OF GEARHART AT THE DELRAY
 AH7031'BEACH ACCESS.  TO REACH FROM THE INTERSECTION OF US 101/26 AND PACIFIC
 AH7031'WAY IN GEARHART GO NORTH 1.75 MILES (2.82 KM) ON US 101/26 TO
 AH7031'HIGHLANDS ROAD.  TURN LEFT (WEST) AND FOLLOW HIGHLANDS ROAD TO THE
 AH7031'DELRAY BEACH ACCESS PARKING AREA (LOCATED SOUTH OF THE BEACH ACCESS
 AH7031'ROAD) .  THE STATION IS 68 M (223.1 FT) SOUTHWEST (224 DEGREES GRID)
 AH7031'FROM THE SOUTH CORNER OF A 2 X 2 M (6.6 FT) PARK INFORMATION SIGN
 AH7031'LOCATED AT THE Y INTERSECTION OF THE PARKING LOT ACCESS ROAD AND THE
 AH7031'BEACH ACCESS ROAD, 10 M (32.8 FT) NORTH OF THE CENTERLINE OF THE
 AH7031'PARKING LOT ACCESS ROAD, 13 M (42.7 FT) NORTHEAST (54 DEGREES GRID)
 AH7031'FROM THE NORTHEAST MOST CORNER OF THE SIDEWALK AROUND THE PARKING
 AH7031'AREA, AND 1 M (3.3 FT) SOUTH OF A ORANGE NGS WITNESS POST.  THE
 AH7031'STATION IS A STAINLESS STEEL ROD DRIVEN 64 FT, (19.5 M) ACCESS TO THE
 AH7031'DATUM POINT IS HAD THROUGH A 5-INCH STANDARD NGS LOGO CAP THAT IS
 AH7031'STAMPED DELRAY 1997.
 AH7031
 AH7031                          STATION RECOVERY (2004)
 AH7031
 AH7031'RECOVERY NOTE BY GEOCACHING 2004 (RRM)
 AH7031'RECOVERED IN GOOD CONDITION.
 AH7031
 AH7031                          STATION RECOVERY (2004)
 AH7031
 AH7031'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 AH7031'RECOVERED IN GOOD CONDITION.
 AH7031
 AH7031                          STATION RECOVERY (2006)
 AH7031
 AH7031'RECOVERY NOTE BY US POWER SQUADRON 2006 (PCS)
 AH7031'RECOVERED IN GOOD CONDITION.
 AH7031
 AH7031                          STATION RECOVERY (2008)
 AH7031
 AH7031'RECOVERY NOTE BY WA DEPT OF TRANSP 2008 (RCD)
 AH7031'NOAA ORGANGE WITNESS POSTS ARE LOCATED 1 METER NORTH AND 0.5 METERS
 AH7031'SOUTH OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2202 ***********************************************************************
 QE2202  DESIGNATION -  DELTA
 QE2202  PID         -  QE2202
 QE2202  STATE/COUNTY-  OR/LANE
 QE2202  USGS QUAD   -  EUGENE EAST (1986)
 QE2202
 QE2202                         *CURRENT SURVEY CONTROL
 QE2202  ___________________________________________________________________
 QE2202* NAD 83(1991)-  44 05 28.10284(N)    123 05 57.20228(W)     ADJUSTED  
 QE2202* NAVD 88     -       128.2    (meters)     421.     (feet)  VERTCON   
 QE2202  ___________________________________________________________________
 QE2202  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 QE2202  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 QE2202  HORZ ORDER  -  SECOND
 QE2202
 QE2202.The horizontal coordinates were established by classical geodetic methods
 QE2202.and adjusted by the National Geodetic Survey in October 1991.
 QE2202
 QE2202.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE2202.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE2202
 QE2202.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2202
 QE2202.The geoid height was determined by GEOID03.
 QE2202
 QE2202;                    North         East     Units Scale Factor Converg.
 QE2202;SPC OR S     -   272,560.616 1,291,873.950   MT  1.00002444   -1 46 41.7
 QE2202;SPC OR S     -   894,227.74  4,238,431.59   iFT  1.00002444   -1 46 41.7
 QE2202;UTM  10      - 4,882,000.390   492,057.083   MT  0.99960078   -0 04 08.5
 QE2202
 QE2202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2202!SPC OR S     -   0.99998355  x   1.00002444  =   1.00000799
 QE2202!UTM  10      -   0.99998355  x   0.99960078  =   0.99958433
 QE2202
 QE2202|---------------------------------------------------------------------|
 QE2202| PID    Reference Object                     Distance      Geod. Az  |
 QE2202|                                                           dddmmss.s |
 QE2202| CE1403 DELTA RM 1                                         01019     |
 QE2202| QE2196 GIL                                 APPROX. 1.5 KM 1031649.9 |
 QE2202| CE1404 DELTA RM 2                                         30609     |
 QE2202|---------------------------------------------------------------------|
 QE2202
 QE2202                          SUPERSEDED SURVEY CONTROL
 QE2202
 QE2202  NAD 83(1986)-  44 05 28.11795(N)    123 05 57.22901(W) AD(       ) 2
 QE2202  NAD 27      -  44 05 28.66845(N)    123 05 52.91045(W) AD(       ) 2
 QE2202  NGVD 29 (07/19/86)  127.1    (m)          417.     (f) VERT ANG    3  
 QE2202
 QE2202.Superseded values are not recommended for survey control.
 QE2202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2202.See file dsdata.txt to determine how the superseded data were derived.
 QE2202
 QE2202_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP9205782000(NAD 83)
 QE2202_MARKER: DD = SURVEY DISK
 QE2202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE2202_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QE2202
 QE2202  HISTORY     - Date     Condition        Report By
 QE2202  HISTORY     - 1970     MONUMENTED       OR-039
 QE2202
 QE2202                          STATION DESCRIPTION
 QE2202
 QE2202'DESCRIBED BY LANE COUNTY OREGON 1970 (FI)
 QE2202'THE STATION IS LOCATED IN THE NORTH PART OF EUGENE, ABOUT 1 MILE EAST
 QE2202'OF THE WILLAMETTE RIVER AND AT THE SOUTH END OF THE DELTA HIGHWAY
 QE2202'OVERPASS OVER BELT LINE ROAD.
 QE2202'
 QE2202'THE STATION MARK, STAMPED DELTA 1969, IS A LANE COUNTY DISK SET IN
 QE2202'THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS 8 INCHES IN DIAMETER
 QE2202'AND PROJECTS 1-1/2 FEET.  IT IS 46 FEET EAST OF THE CENTER OF DELTA
 QE2202'HIGHWAY, 9 FEET SOUTH OF THE SOUTHEAST CORNER OF THE OVERPASS AND
 QE2202'2.5 FEET WEST OF A WITNESS POST.
 QE2202'
 QE2202'REFERENCE MARK NO. 1, STAMPED DELTA NO. 1, IS A LANE COUNTY DISK
 QE2202'CEMENTED IN A DRILL HOLE IN THE EAST GUARD RAIL OF THE OVERPASS.
 QE2202'IT IS 59.0 FEET NORTH OF THE WITNESS POST AND 27 FEET EAST OF THE
 QE2202'CENTER OF THE HIGHWAY.
 QE2202'
 QE2202'REFERENCE MARK NO. 2, STAMPED DELTA NO. 2, IS A LANE COUNTY DISK
 QE2202'CEMENTED IN A DRILL HOLE IN THE SIDEWALK IN THE SOUTHWEST CORNER
 QE2202'OF THE OVERPASS.  IT IS 63.0 FEET WEST OF THE WITNESS POST AND 18
 QE2202'FEET WEST OF THE CENTER OF THE HIGHWAY.
 QE2202'
 QE2202'AN AZIMUTH MARK WAS NOT ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 MV0317 ***********************************************************************
 MV0317  DESIGNATION -  DENIO HOTEL FLAGPOLE
 MV0317  PID         -  MV0317
 MV0317  STATE/COUNTY-  OR/MULTNOMAH
 MV0317  USGS QUAD   -  DENIO (1990)
 MV0317
 MV0317                         *CURRENT SURVEY CONTROL
 MV0317  ___________________________________________________________________
 MV0317* NAD 83(1991)-  41 59 36.09978(N)    118 37 45.67249(W)     ADJUSTED  
 MV0317* NAVD 88     -              **(meters)            **(feet)            
 MV0317  ___________________________________________________________________
 MV0317  LAPLACE CORR-          -4.02  (seconds)                    DEFLEC99
 MV0317  GEOID HEIGHT-         -19.86  (meters)                     GEOID03
 MV0317  HORZ ORDER  -  THIRD
 MV0317
 MV0317.The horizontal coordinates were established by classical geodetic methods
 MV0317.and adjusted by the National Geodetic Survey in October 1991.
 MV0317
 MV0317
 MV0317.The Laplace correction was computed from DEFLEC99 derived deflections.
 MV0317
 MV0317.The geoid height was determined by GEOID03.
 MV0317
 MV0317;                    North         East     Units Scale Factor Converg.
 MV0317;SPC OR N     - -,184,228.784 2,655,203.608   MT  1.00139921   +1 19 35.9
 MV0317;SPC OR N     -  -604,425.14  8,711,297.93   iFT  1.00139921   +1 19 35.9
 MV0317;SPC NV W     - 4,803,961.761   796,187.182   MT  0.99990018   -0 01 50.8
 MV0317;SPC NV W     -15,760,997.88  2,612,157.45   sFT  0.99990018   -0 01 50.8
 MV0317;UTM  11      - 4,650,323.122   365,044.855   MT  0.99982411   -1 05 25.0
 MV0317
 MV0317                          SUPERSEDED SURVEY CONTROL
 MV0317
 MV0317  NAD 83(1986)-  41 59 36.10391(N)    118 37 45.67301(W) AD(       ) 4
 MV0317  NAD 27      -  41 59 36.48000(N)    118 37 42.05000(W) AD(       ) 3
 MV0317
 MV0317.Superseded values are not recommended for survey control.
 MV0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0317.See file dsdata.txt to determine how the superseded data were derived.
 MV0317
 MV0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG6504550323(NAD 83)
 MV0317_MARKER: 83 = FLAGSTAFF
 MV0317
 MV0317  HISTORY     - Date     Condition        Report By
 MV0317  HISTORY     - 1935     FIRST OBSERVED   CGS
 MV0317  HISTORY     - 1994     MARK NOT FOUND   USPSQD
 MV0317
 MV0317                          STATION DESCRIPTION
 MV0317
 MV0317'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 MV0318 ***********************************************************************
 MV0318  DESIGNATION -  DENIO HOTEL WINDMILL
 MV0318  PID         -  MV0318
 MV0318  STATE/COUNTY-  OR/MULTNOMAH
 MV0318  USGS QUAD   -  DENIO (1990)
 MV0318
 MV0318                         *CURRENT SURVEY CONTROL
 MV0318  ___________________________________________________________________
 MV0318* NAD 83(1991)-  41 59 35.75969(N)    118 37 45.95742(W)     ADJUSTED  
 MV0318* NAVD 88     -              **(meters)            **(feet)            
 MV0318  ___________________________________________________________________
 MV0318  LAPLACE CORR-          -4.02  (seconds)                    DEFLEC99
 MV0318  GEOID HEIGHT-         -19.86  (meters)                     GEOID03
 MV0318  HORZ ORDER  -  THIRD
 MV0318
 MV0318.The horizontal coordinates were established by classical geodetic methods
 MV0318.and adjusted by the National Geodetic Survey in October 1991.
 MV0318
 MV0318
 MV0318.The Laplace correction was computed from DEFLEC99 derived deflections.
 MV0318
 MV0318.The geoid height was determined by GEOID03.
 MV0318
 MV0318;                    North         East     Units Scale Factor Converg.
 MV0318;SPC OR N     - -,184,239.441 2,655,197.286   MT  1.00139930   +1 19 35.7
 MV0318;SPC OR N     -  -604,460.11  8,711,277.19   iFT  1.00139930   +1 19 35.7
 MV0318;SPC NV W     - 4,803,951.272   796,180.619   MT  0.99990018   -0 01 51.0
 MV0318;SPC NV W     -15,760,963.46  2,612,135.91   sFT  0.99990018   -0 01 51.0
 MV0318;UTM  11      - 4,650,312.758   365,038.100   MT  0.99982413   -1 05 25.2
 MV0318
 MV0318                          SUPERSEDED SURVEY CONTROL
 MV0318
 MV0318  NAD 83(1986)-  41 59 35.76369(N)    118 37 45.96559(W) AD(       ) 4
 MV0318  NAD 27      -  41 59 36.14000(N)    118 37 42.33000(W) AD(       ) 3
 MV0318
 MV0318.Superseded values are not recommended for survey control.
 MV0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0318.See file dsdata.txt to determine how the superseded data were derived.
 MV0318
 MV0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG6503850313(NAD 83)
 MV0318_MARKER: 66 = WINDMILL
 MV0318
 MV0318  HISTORY     - Date     Condition        Report By
 MV0318  HISTORY     - 1935     FIRST OBSERVED   CGS
 MV0318  HISTORY     - 1994     MARK NOT FOUND   USPSQD
 MV0318
 MV0318                          STATION DESCRIPTION
 MV0318
 MV0318'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2425 ***********************************************************************
 QE2425  DESIGNATION -  DEPOE BAY CG SIGNAL MAST CEN
 QE2425  PID         -  QE2425
 QE2425  STATE/COUNTY-  OR/LINCOLN
 QE2425  USGS QUAD   -  DEPOE BAY (1984)
 QE2425
 QE2425                         *CURRENT SURVEY CONTROL
 QE2425  ___________________________________________________________________
 QE2425* NAD 83(1991)-  44 48 36.27897(N)    124 03 43.83312(W)     ADJUSTED  
 QE2425* NAVD 88     -        19.     (meters)      62.     (feet)  SCALED    
 QE2425  ___________________________________________________________________
 QE2425  LAPLACE CORR-          21.41  (seconds)                    DEFLEC99
 QE2425  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 QE2425  HORZ ORDER  -  THIRD
 QE2425
 QE2425.The horizontal coordinates were established by classical geodetic methods
 QE2425.and adjusted by the National Geodetic Survey in October 1991.
 QE2425
 QE2425.The orthometric height was scaled from a topographic map.
 QE2425
 QE2425.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2425
 QE2425.The geoid height was determined by GEOID03.
 QE2425
 QE2425;                    North         East     Units Scale Factor Converg.
 QE2425;SPC OR N     -   133,268.302 2,218,322.882   MT  0.99991407   -2 31 34.5
 QE2425;SPC OR N     -   437,231.96  7,277,962.21   iFT  0.99991407   -2 31 34.5
 QE2425;UTM  10      - 4,962,401.484   416,008.151   MT  0.99968675   -0 44 55.0
 QE2425
 QE2425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2425!SPC OR N     -   1.00000074  x   0.99991407  =   0.99991481
 QE2425!UTM  10      -   1.00000074  x   0.99968675  =   0.99968749
 QE2425
 QE2425                          SUPERSEDED SURVEY CONTROL
 QE2425
 QE2425  NAD 83(1986)-  44 48 36.30349(N)    124 03 43.88344(W) AD(       ) 4
 QE2425  NAD 83(1986)-  44 48 36.45752(N)    124 03 43.85904(W) AD(       ) 4
 QE2425  NAD 27      -  44 48 36.99800(N)    124 03 39.45500(W) AD(       ) 3
 QE2425
 QE2425.Superseded values are not recommended for survey control.
 QE2425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2425.See file dsdata.txt to determine how the superseded data were derived.
 QE2425
 QE2425_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ1600862401(NAD 83)
 QE2425
 QE2425  HISTORY     - Date     Condition        Report By
 QE2425  HISTORY     - 1952     MONUMENTED       CGS
 QE2425
 QE2425                          STATION DESCRIPTION
 QE2425
 QE2425'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 QE2425'SEE STATION REEF
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2415 ***********************************************************************
 QE2415  DESIGNATION -  DEPOE BAY ENT RANGE FRONT
 QE2415  PID         -  QE2415
 QE2415  STATE/COUNTY-  OR/LINCOLN
 QE2415  USGS QUAD   -  DEPOE BAY (1984)
 QE2415
 QE2415                         *CURRENT SURVEY CONTROL
 QE2415  ___________________________________________________________________
 QE2415* NAD 83(1991)-  44 48 33.47233(N)    124 03 42.83259(W)     ADJUSTED  
 QE2415* NAVD 88     -        19.     (meters)      62.     (feet)  SCALED    
 QE2415  ___________________________________________________________________
 QE2415  LAPLACE CORR-          21.39  (seconds)                    DEFLEC99
 QE2415  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 QE2415  HORZ ORDER  -  THIRD
 QE2415
 QE2415.The horizontal coordinates were established by classical geodetic methods
 QE2415.and adjusted by the National Geodetic Survey in October 1991.
 QE2415
 QE2415.The orthometric height was scaled from a topographic map.
 QE2415
 QE2415.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2415
 QE2415.The geoid height was determined by GEOID03.
 QE2415
 QE2415;                    North         East     Units Scale Factor Converg.
 QE2415;SPC OR N     -   133,180.787 2,218,341.027   MT  0.99991415   -2 31 33.8
 QE2415;SPC OR N     -   436,944.84  7,278,021.74   iFT  0.99991415   -2 31 33.8
 QE2415;UTM  10      - 4,962,314.593   416,028.997   MT  0.99968671   -0 44 54.3
 QE2415
 QE2415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2415!SPC OR N     -   1.00000074  x   0.99991415  =   0.99991489
 QE2415!UTM  10      -   1.00000074  x   0.99968671  =   0.99968745
 QE2415
 QE2415                          SUPERSEDED SURVEY CONTROL
 QE2415
 QE2415  NAD 83(1986)-  44 48 33.49684(N)    124 03 42.88296(W) AD(       ) 4
 QE2415  NAD 83(1986)-  44 48 33.65085(N)    124 03 42.85872(W) AD(       ) 4
 QE2415  NAD 27      -  44 48 34.19100(N)    124 03 38.45400(W) AD(       ) 3
 QE2415
 QE2415.Superseded values are not recommended for survey control.
 QE2415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2415.See file dsdata.txt to determine how the superseded data were derived.
 QE2415
 QE2415_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ1602962315(NAD 83)
 QE2415_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QE2415+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2004
 QE2415
 QE2415  HISTORY     - Date     Condition        Report By
 QE2415  HISTORY     - 1952     MONUMENTED       CGS
 QE2415  HISTORY     - 20040626 GOOD             USPSQD
 QE2415
 QE2415                          STATION DESCRIPTION
 QE2415
 QE2415'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HGC)
 QE2415'STATION IS ON THE W SHORE OF THE INNER HARBOR OF DEPOE BAY,
 QE2415'IMMEDIATELY UNDER THE BRIDGE WHICH CARRIES U.S. HIGHWAY 101, THE
 QE2415'OREGON STATE COAST HIGHWAY, ACROSS THE ENTRANCE TO THE BAY.
 QE2415'
 QE2415'IT IS A U.S. COAST GUARD RANGE STRUCTURE, PAINTED WHITE, WHICH
 QE2415'SUPPORTS A LIGHT AND A SQUARE DAY MARK.  THE POINT LOCATED WAS A
 QE2415'PLUG IN THE CENTER OF THE TOP OF THE LIGHT HOUSING.
 QE2415'
 QE2415'THE MARK IS DESIGNED TO BE SEEN UNDER THE BRIDGE.
 QE2415
 QE2415                          STATION RECOVERY (2004)
 QE2415
 QE2415'RECOVERY NOTE BY US POWER SQUADRON 2004 (REC)
 QE2415'OBSERVED UNDER BRIDGE FROM VIEW POINT ON NORTH SIDE OF INLET NEAR NW
 QE2415'END OF BRIDGE
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2421 ***********************************************************************
 QE2421  DESIGNATION -  DEPOE BAY ENT RANGE REAR
 QE2421  PID         -  QE2421
 QE2421  STATE/COUNTY-  OR/LINCOLN
 QE2421  USGS QUAD   -  DEPOE BAY (1984)
 QE2421
 QE2421                         *CURRENT SURVEY CONTROL
 QE2421  ___________________________________________________________________
 QE2421* NAD 83(1991)-  44 48 33.53405(N)    124 03 41.36649(W)     ADJUSTED  
 QE2421* NAVD 88     -        19.     (meters)      62.     (feet)  SCALED    
 QE2421  ___________________________________________________________________
 QE2421  LAPLACE CORR-          21.38  (seconds)                    DEFLEC99
 QE2421  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 QE2421  HORZ ORDER  -  THIRD
 QE2421
 QE2421.The horizontal coordinates were established by classical geodetic methods
 QE2421.and adjusted by the National Geodetic Survey in October 1991.
 QE2421
 QE2421.The orthometric height was scaled from a topographic map.
 QE2421
 QE2421.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2421
 QE2421.The geoid height was determined by GEOID03.
 QE2421
 QE2421;                    North         East     Units Scale Factor Converg.
 QE2421;SPC OR N     -   133,181.271 2,218,373.293   MT  0.99991415   -2 31 32.7
 QE2421;SPC OR N     -   436,946.43  7,278,127.60   iFT  0.99991415   -2 31 32.7
 QE2421;UTM  10      - 4,962,316.077   416,061.226   MT  0.99968664   -0 44 53.3
 QE2421
 QE2421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2421!SPC OR N     -   1.00000074  x   0.99991415  =   0.99991489
 QE2421!UTM  10      -   1.00000074  x   0.99968664  =   0.99968738
 QE2421
 QE2421                          SUPERSEDED SURVEY CONTROL
 QE2421
 QE2421  NAD 83(1986)-  44 48 33.55856(N)    124 03 41.41685(W) AD(       ) 3
 QE2421  NAD 83(1986)-  44 48 33.71252(N)    124 03 41.39262(W) AD(       ) 3
 QE2421  NAD 27      -  44 48 34.25200(N)    124 03 36.98800(W) AD(       ) 3
 QE2421
 QE2421.Superseded values are not recommended for survey control.
 QE2421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2421.See file dsdata.txt to determine how the superseded data were derived.
 QE2421
 QE2421_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ1606162316(NAD 83)
 QE2421_MARKER: Z = SEE DESCRIPTION
 QE2421_SETTING: 0 = UNSPECIFIED SETTING
 QE2421
 QE2421  HISTORY     - Date     Condition        Report By
 QE2421  HISTORY     - 1952     MONUMENTED       CGS
 QE2421
 QE2421                          STATION DESCRIPTION
 QE2421
 QE2421'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HGC)
 QE2421'STATION IS ON THE W SHORE OF THE INNER HARBOR OF DEPOE BAY, JUST
 QE2421'E OF THE BRIDGE WHICH CARRIES U.S. HIGHWAY 101, THE OREGON COAST
 QE2421'HIGHWAY, ACROSS THE ENTRANCE TO THE BAY.  IT IS A U.S. COAST GUARD
 QE2421'RANGE STRUCTURE PAINTED WHITE, WHICH SUPPORTS A LIGHT AND A
 QE2421'DIAMOND-SHAPED DAY MARK.  THE POINT LOCATED WAS A PLUG IN THE
 QE2421'CENTER OF THE TOP OF THE LIGHT HOUSING.
 QE2421'
 QE2421'THE MARK IS DESIGNED TO BE SEEN UNDER THE BRIDGE ARCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2433 ***********************************************************************
 QE2433  DESIGNATION -  DEPOT
 QE2433  PID         -  QE2433
 QE2433  STATE/COUNTY-  OR/LINCOLN
 QE2433  USGS QUAD   -  DEPOE BAY (1984)
 QE2433
 QE2433                         *CURRENT SURVEY CONTROL
 QE2433  ___________________________________________________________________
 QE2433* NAD 83(1991)-  44 47 50.04511(N)    124 04 21.35278(W)     ADJUSTED  
 QE2433* NAVD 88     -        25.1    (meters)      82.     (feet)  VERTCON   
 QE2433  ___________________________________________________________________
 QE2433  LAPLACE CORR-          21.48  (seconds)                    DEFLEC99
 QE2433  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 QE2433  HORZ ORDER  -  THIRD
 QE2433
 QE2433.The horizontal coordinates were established by classical geodetic methods
 QE2433.and adjusted by the National Geodetic Survey in October 1991.
 QE2433
 QE2433.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE2433.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE2433
 QE2433.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2433
 QE2433.The geoid height was determined by GEOID03.
 QE2433
 QE2433;                    North         East     Units Scale Factor Converg.
 QE2433;SPC OR N     -   131,879.022 2,217,436.210   MT  0.99991548   -2 32 01.1
 QE2433;SPC OR N     -   432,673.96  7,275,053.18   iFT  0.99991548   -2 32 01.1
 QE2433;UTM  10      - 4,960,985.687   415,165.196   MT  0.99968850   -0 45 20.9
 QE2433
 QE2433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2433!SPC OR N     -   0.99999980  x   0.99991548  =   0.99991528
 QE2433!UTM  10      -   0.99999980  x   0.99968850  =   0.99968830
 QE2433
 QE2433:                Primary Azimuth Mark                     Grid Az
 QE2433:SPC OR N     -  BALD                                     011 04 01.3
 QE2433:UTM  10      -  BALD                                     009 17 21.1
 QE2433
 QE2433|---------------------------------------------------------------------|
 QE2433| PID    Reference Object                     Distance      Geod. Az  |
 QE2433|                                                           dddmmss.s |
 QE2433| QE1161 BALD                                APPROX. 3.7 KM 0083200.2 |
 QE2433| QE2432 BUSH                                166.869 METERS 05834     |
 QE2433| QE2431 DEPOT PRIME                         195.271 METERS 09211     |
 QE2433| CE1408 DEPOT WP 1                            2.680 METERS 10102     |
 QE2433| CE1406 DEPOT RM 1                          142.238 METERS 18809     |
 QE2433| QE2434 TRAIN                                51.092 METERS 28814     |
 QE2433| CE1407 DEPOT RM 2                           92.077 METERS 30415     |
 QE2433| CE1409 DEPOT WP 2                           10.910 METERS 35338     |
 QE2433|---------------------------------------------------------------------|
 QE2433
 QE2433                          SUPERSEDED SURVEY CONTROL
 QE2433
 QE2433  NAD 83(1986)-  44 47 50.06987(N)    124 04 21.40366(W) AD(       ) 3
 QE2433  NAD 83(1986)-  44 47 50.22511(N)    124 04 21.38208(W) AD(       ) 3
 QE2433  NAD 27      -  44 47 50.75400(N)    124 04 16.98900(W) AD(       ) 3
 QE2433  NGVD 29 (07/19/86)   24.1    (m)           79.     (f) VERT ANG    3  
 QE2433
 QE2433.Superseded values are not recommended for survey control.
 QE2433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2433.See file dsdata.txt to determine how the superseded data were derived.
 QE2433
 QE2433_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ1516560986(NAD 83)
 QE2433_MARKER: Z = SEE DESCRIPTION
 QE2433_SETTING: 0 = UNSPECIFIED SETTING
 QE2433_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QE2433+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2005
 QE2433
 QE2433  HISTORY     - Date     Condition        Report By
 QE2433  HISTORY     - 1927     MONUMENTED       CGS
 QE2433  HISTORY     - 1952     SEE DESCRIPTION  CGS
 QE2433  HISTORY     - 1972     SEE DESCRIPTION  NGS
 QE2433  HISTORY     - 1977     SEE DESCRIPTION  NGS
 QE2433  HISTORY     - 20050503 GOOD             USPSQD
 QE2433
 QE2433                          STATION DESCRIPTION
 QE2433
 QE2433'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (GLB)
 QE2433'THIS STATION IS LOCATED ON BOLD ROCKY HEADLAND ABOUT 1 MILE S OF
 QE2433'THE MOUTH OF DEPOT BAY.  IT IS ABOUT 2 METERS E OF THE EDGE OF A
 QE2433'WASH.  IT IS ABOUT 100 METERS E OF THE CLIFFS THAT DROP OFF TO
 QE2433'THE WATERLINE, TO THE W, AND 50 METERS TO THE CLIFFS TO THE N
 QE2433'AND S.  STATION IS SURROUNDED BY LOW BRUSHY SPRUCE.
 QE2433'
 QE2433'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN
 QE2433'DRILL HOLES IN OUTCROPPING BEDROCK.
 QE2433'
 QE2433'REFERENCE MARK NO.1 IS LOCATED 10 METERS S OF THE CLIFFS THAT
 QE2433'FORM A POCKET IN THE SHORE LINE IN A SOUTHWESTERLY DIRECTION FROM
 QE2433'THE STATION.
 QE2433'
 QE2433'REFERENCE MARK NO.2 IS LOCATED 10 METERS FROM CLIFFS TO THE N
 QE2433'AND 15 METERS FROM CLIFFS TO THE W ON SAME POINT AS STATION.
 QE2433
 QE2433                          STATION RECOVERY (1952)
 QE2433
 QE2433'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (HGC)
 QE2433'STATION WAS RECOVERED AND REOCCUPIED.  REVISED AND CORRECTED
 QE2433'DESCRIPTION FOLLOWS--
 QE2433'
 QE2433'STATION LIES ON A BALD, ROCKY, HEADLAND, ABOUT 1 MILE S OF
 QE2433'DEPOE BAY.  IT IS ABOUT 100 METERS INLAND FROM THE COASTAL CLIFFS
 QE2433'TO THE W AND ABOUT 50 METERS FROM THE CLIFFS TO THE N AND S.  THE
 QE2433'STATION IS ON A KNOLL COVERED WITH A DENSE GROWTH OF SPRUCE
 QE2433'BRUSH.  IT IS ABOUT 6 FEET FROM THE EDGE OF A WASH, THIS EDGE
 QE2433'HAVING ABOUT A 4-FOOT OVERHANG.  IT IS ABOUT 36 FEET S OF A
 QE2433'FENCE POST WHICH PROJECTS APPROXIMATELY 12 FEET FROM THE GROUND,
 QE2433'AT THE BASE OF THE WASH.
 QE2433'
 QE2433'STATION MARK IS A STANDARD DISK, STAMPED DEPOT 1927, WHICH IS
 QE2433'APPARENTLY SET IN THE TOP OF A CONCRETE MASS.  THE MARK WAS
 QE2433'FOUND ABOUT 2 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS
 QE2433'PROBABLE THAT THE STATION WILL BE LOST IN SEVERAL YEARS DUE TO
 QE2433'EROSION.
 QE2433'
 QE2433'REFERENCE MARK 1 IS A STANDARD REFERENCE DISK CEMENTED IN A
 QE2433'DRILL HOLE IN THE ROCK LEDGE.  IT IS STAMPED DEPOT 1927
 QE2433'NO 1.  THE SLOPE DISTANCE TO REFERENCE MARK 1 IS 142.418 METERS,
 QE2433'467.25 FEET.  IT LIES S OF THE STATION NEAR THE CLIFF.
 QE2433'
 QE2433'REFERENCE MARK 2 IS A STANDARD REFERENCE DISK, STAMPED DEPOT
 QE2433'1927 NO 2.  IT IS CEMENTED IN A DRILL HOLE IN OUTCROPPING ROCK NW
 QE2433'OF THE STATION NEAR THE CLIFF.  THE SLOPE DISTANCE TO REFERENCE
 QE2433'MARK 2 IS 92.346 METERS, 302.97 FEET.
 QE2433'
 QE2433'WITNESS POST 1 IS A WHITE 4 BY 4 POST PROJECTING ABOUT 2 FEET
 QE2433'FROM THE GROUND.
 QE2433'
 QE2433'WITNESS POST 2 IS A FENCE POST PREVIOUSLY DESCRIBED.
 QE2433
 QE2433                          STATION RECOVERY (1972)
 QE2433
 QE2433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 QE2433'THE STATION MARK, AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 QE2433'CONDITION.  IT IS PROBABLE THAT THE STATION MAY EVENTUALLY BE LOST
 QE2433'DUE TO EROSION.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 QE2433'
 QE2433'THE STATION IS 1 MILE SOUTHWEST OF DEPOE BAY, ON LAND OWNED BY
 QE2433'MR. ROY EDWARDS, HIS RESIDENCE IS 1/4 MILE SOUTHEAST OF THE STATION.
 QE2433'
 QE2433'TO REACH THE STATION FROM THE DEPOE BAY POST OFFICE GO SOUTH ON
 QE2433'U.S. HIGHWAY 101 FOR 0.7 MILE TO SHELL ROAD ON THE RIGHT, TURN
 QE2433'RIGHT, AND GO WEST ON SHELL ROAD FOR 0.25 MILE TO AN ANGLING
 QE2433'CROSSROAD, TURN LEFT, AND GO SOUTHWEST ON THE GRAVELED ROAD FOR
 QE2433'0.3 MILE TO THE END OF THE POWER LINE, AND THE END OF TRUCK
 QE2433'TRAVEL.  HIKE SOUTHWEST FOR 150 YARDS TO THE STATION.
 QE2433'
 QE2433'THE STATION MARK, STAMPED DEPOT 1927, IS A STANDARD DISK
 QE2433'CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS 2 INCHES BELOW THE
 QE2433'SURFACE, AT THE WEST EDGE OF A VERY DENSE THICKET OF BRUSH, 4
 QE2433'FEET EAST OF AN ERODING BANK, AND 1 FOOT NORTH OF A METAL WITNESS
 QE2433'POST.  (NOTE 2)
 QE2433'
 QE2433'REFERENCE MARK NO. 1, STAMPED DEPOT NO 1 1927, IS A STANDARD
 QE2433'DISK CEMENTED IN A DRILL HOLE IN BEDROCK, 70 FEET WEST OF AN OLD
 QE2433'FENCE LINE, 25 FEET SOUTHEAST OF THE TOP OF THE LEDGE ABOVE A
 QE2433'SMALL COVE, AND 1 FOOT NORTH OF A ROCK CAIRN.  (NOTE 12A)
 QE2433'
 QE2433'REFERENCE MARK NO. 2, STAMPED DEPOT NO 2 1927, IS A STANDARD
 QE2433'DISK CEMENTED IN A DRILL HOLE IN BEDROCK, 100 FEET SOUTHEAST OF
 QE2433'A PROMINENT ROCKY POINT, 15 FEET SOUTHWEST OF THE EDGE OF THE
 QE2433'LEDGE, AND 1 FOOT EAST OF A ROCK CAIRN.  (NOTE 12A)
 QE2433'
 QE2433'NOTE--THE HORIZONTAL DISTANCES TO THE REFERENCE MARKS WERE NOT
 QE2433'VERIFIED.  THE HORIZONTAL DISTANCES SHOWN ABOVE WERE TAKEN FROM
 QE2433'THE 1952 OBSERVATIONS BY H. G. C.
 QE2433'
 QE2433'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QE2433'1 MILE SOUTHWEST OF DEPOE BAY.
 QE2433
 QE2433                          STATION RECOVERY (1977)
 QE2433
 QE2433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 QE2433'THE STATION HAS ERODED, AND FALLEN OVER THE BLUFF.
 QE2433'
 QE2433'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QE2433'1 MILE SOUTHWEST OF DEPOE BAY.
 QE2433
 QE2433                          STATION RECOVERY (2005)
 QE2433
 QE2433'RECOVERY NOTE BY US POWER SQUADRON 2005 (LLS)
 QE2433'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2431 ***********************************************************************
 QE2431  DESIGNATION -  DEPOT PRIME
 QE2431  PID         -  QE2431
 QE2431  STATE/COUNTY-  OR/LINCOLN
 QE2431  USGS QUAD   -  DEPOE BAY (1984)
 QE2431
 QE2431                         *CURRENT SURVEY CONTROL
 QE2431  ___________________________________________________________________
 QE2431* NAD 83(1991)-  44 47 49.54150(N)    124 04 12.52488(W)     ADJUSTED  
 QE2431* NAVD 88     -        21.     (meters)      69.     (feet)  SCALED    
 QE2431  ___________________________________________________________________
 QE2431  LAPLACE CORR-          21.43  (seconds)                    DEFLEC99
 QE2431  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 QE2431  HORZ ORDER  -  THIRD
 QE2431
 QE2431.The horizontal coordinates were established by classical geodetic methods
 QE2431.and adjusted by the National Geodetic Survey in October 1991.
 QE2431
 QE2431.The orthometric height was scaled from a topographic map.
 QE2431
 QE2431.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2431
 QE2431.The geoid height was determined by GEOID03.
 QE2431
 QE2431;                    North         East     Units Scale Factor Converg.
 QE2431;SPC OR N     -   131,854.919 2,217,629.346   MT  0.99991550   -2 31 54.8
 QE2431;SPC OR N     -   432,594.88  7,275,686.83   iFT  0.99991550   -2 31 54.8
 QE2431;UTM  10      - 4,960,967.592   415,358.943   MT  0.99968809   -0 45 14.6
 QE2431
 QE2431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2431!SPC OR N     -   1.00000044  x   0.99991550  =   0.99991594
 QE2431!UTM  10      -   1.00000044  x   0.99968809  =   0.99968853
 QE2431
 QE2431                          SUPERSEDED SURVEY CONTROL
 QE2431
 QE2431  NAD 83(1986)-  44 47 49.82901(N)    124 04 12.52567(W) AD(       ) 3
 QE2431  NAD 83(1986)-  44 47 49.72100(N)    124 04 12.55098(W) AD(       ) 3
 QE2431  NAD 27      -  44 47 50.25000(N)    124 04 08.16200(W) AD(       ) 3
 QE2431
 QE2431.Superseded values are not recommended for survey control.
 QE2431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2431.See file dsdata.txt to determine how the superseded data were derived.
 QE2431
 QE2431_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ1535960968(NAD 83)
 QE2431
 QE2431  HISTORY     - Date     Condition        Report By
 QE2431  HISTORY     - 1927     MONUMENTED       CGS
 QE2431  HISTORY     - 1934     SEE DESCRIPTION  CGS
 QE2431
 QE2431                          STATION DESCRIPTION
 QE2431
 QE2431'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (GLB)
 QE2431'TEMPORARY STATION.  UNMARKED.
 QE2431
 QE2431                          STATION RECOVERY (1934)
 QE2431
 QE2431'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (LAM)
 QE2431'THIS TEMPORARY UNMARKED STATION WAS ABOUT 640 FEET EASTERLY FROM
 QE2431'STATION DEPOT.  DEPOE IS THE NAME OF THE POST OFFICE NEARBY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2376 ***********************************************************************
 QE2376  DESIGNATION -  DEPOT SLOUGH LIGHT
 QE2376  PID         -  QE2376
 QE2376  STATE/COUNTY-  OR/LINCOLN
 QE2376  USGS QUAD   -  TOLEDO SOUTH (1984)
 QE2376
 QE2376                         *CURRENT SURVEY CONTROL
 QE2376  ___________________________________________________________________
 QE2376* NAD 83(1991)-  44 36 54.15117(N)    123 56 23.07280(W)     ADJUSTED  
 QE2376* NAVD 88     -              **(meters)            **(feet)            
 QE2376  ___________________________________________________________________
 QE2376  LAPLACE CORR-          14.60  (seconds)                    DEFLEC99
 QE2376  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 QE2376  HORZ ORDER  -  THIRD
 QE2376
 QE2376.The horizontal coordinates were established by classical geodetic methods
 QE2376.and adjusted by the National Geodetic Survey in October 1991.
 QE2376
 QE2376
 QE2376.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2376
 QE2376.The geoid height was determined by GEOID03.
 QE2376
 QE2376;                    North         East     Units Scale Factor Converg.
 QE2376;SPC OR N     -   111,196.455 2,227,075.860   MT  0.99994096   -2 26 21.9
 QE2376;SPC OR N     -   364,817.77  7,306,679.33   iFT  0.99994096   -2 26 21.9
 QE2376;UTM  10      - 4,940,617.361   425,439.594   MT  0.99966836   -0 39 36.2
 QE2376
 QE2376                          SUPERSEDED SURVEY CONTROL
 QE2376
 QE2376  NAD 83(1986)-  44 36 54.18329(N)    123 56 23.13726(W) AD(       ) 4
 QE2376  NAD 27      -  44 36 54.78900(N)    123 56 18.77200(W) AD(       ) 3
 QE2376
 QE2376.Superseded values are not recommended for survey control.
 QE2376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2376.See file dsdata.txt to determine how the superseded data were derived.
 QE2376
 QE2376_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ2544040617(NAD 83)
 QE2376
 QE2376  HISTORY     - Date     Condition        Report By
 QE2376  HISTORY     - 1914     MONUMENTED       CGS
 QE2376  HISTORY     - 1953     SEE DESCRIPTION  CGS
 QE2376
 QE2376                          STATION DESCRIPTION
 QE2376
 QE2376'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (FAR)
 QE2376'THE DILAPIDATED WOODEN STRUCTURE, AT THE ENTRANCE TO DEPOT CREEK,
 QE2376'IS BELIEVED OF MORE RECENT DATE THAN 1914.  THE LIGHT HAS BEEN
 QE2376'REMOVED, AND THE STATION SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0505 ***********************************************************************
 QE0505  DESIGNATION -  DER
 QE0505  PID         -  QE0505
 QE0505  STATE/COUNTY-  OR/POLK
 QE0505  USGS QUAD   -  DALLAS (1986)
 QE0505
 QE0505                         *CURRENT SURVEY CONTROL
 QE0505  ___________________________________________________________________
 QE0505* NAD 83(1991)-  44 55 41.91600(N)    123 15 35.47044(W)     ADJUSTED  
 QE0505* NAVD 88     -        87.166  (meters)     285.98   (feet)  ADJUSTED  
 QE0505  ___________________________________________________________________
 QE0505  LAPLACE CORR-          -9.57  (seconds)                    DEFLEC99
 QE0505  GEOID HEIGHT-         -22.24  (meters)                     GEOID03
 QE0505  DYNAMIC HT  -          87.164 (meters)     285.97  (feet)  COMP
 QE0505  MODELED GRAV-     980,597.7   (mgal)                       NAVD 88
 QE0505
 QE0505  HORZ ORDER  -  SECOND
 QE0505  VERT ORDER  -  FIRST     CLASS II
 QE0505
 QE0505.The horizontal coordinates were established by classical geodetic methods
 QE0505.and adjusted by the National Geodetic Survey in October 1991.
 QE0505
 QE0505.The orthometric height was determined by differential leveling
 QE0505.and adjusted in June 1991.
 QE0505
 QE0505.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE0505
 QE0505.The geoid height was determined by GEOID03.
 QE0505
 QE0505.The dynamic height is computed by dividing the NAVD 88
 QE0505.geopotential number by the normal gravity value computed on the
 QE0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0505.degrees latitude (g = 980.6199 gals.).
 QE0505
 QE0505.The modeled gravity was interpolated from observed gravity values.
 QE0505
 QE0505;                    North         East     Units Scale Factor Converg.
 QE0505;SPC OR N     -   143,916.087 2,282,186.573   MT  0.99990334   -1 57 26.1
 QE0505;SPC OR N     -   472,165.64  7,487,488.76   iFT  0.99990334   -1 57 26.1
 QE0505;UTM  10      - 4,975,019.439   479,494.093   MT  0.99960517   -0 11 00.7
 QE0505
 QE0505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE0505!SPC OR N     -   0.99998982  x   0.99990334  =   0.99989316
 QE0505!UTM  10      -   0.99998982  x   0.99960517  =   0.99959500
 QE0505
 QE0505                          SUPERSEDED SURVEY CONTROL
 QE0505
 QE0505  NAD 83(1986)-  44 55 41.94112(N)    123 15 35.48590(W) AD(       ) 2
 QE0505  NAD 27      -  44 55 42.51473(N)    123 15 31.12046(W) AD(       ) 2
 QE0505  NGVD 29 (??/??/92)   86.137  (m)          282.60   (f) ADJ UNCH    1 2
 QE0505
 QE0505.Superseded values are not recommended for survey control.
 QE0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0505.See file dsdata.txt to determine how the superseded data were derived.
 QE0505
 QE0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ7949475019(NAD 83)
 QE0505_MARKER: DD = SURVEY DISK
 QE0505_SETTING: 0 = UNSPECIFIED SETTING
 QE0505_STAMPING: DER ELEV 282 S.O.T. 1936
 QE0505_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0505
 QE0505  HISTORY     - Date     Condition        Report By
 QE0505  HISTORY     - 1940     MONUMENTED       USE
 QE0505  HISTORY     - 1972     GOOD             NGS
 QE0505
 QE0505                          STATION DESCRIPTION
 QE0505
 QE0505'DESCRIBED BY US ENGINEERS 1940
 QE0505'SEE STATION RICKREALL
 QE0505
 QE0505                          STATION RECOVERY (1972)
 QE0505
 QE0505'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 QE0505'1.0 MI W FROM RICKREALL.
 QE0505'FROM THE POLK COUNTY COURTHOUSE IN DALLAS, GO NORTHEAST ON THE OLD
 QE0505'DALLA-RICKREALL HIGHWAY FOR 3.25 MILES TO THE MARK ON THE LEFT, NORTH,
 QE0505'SIDE OF THE HIGHWAY.  IT IS 28.0 FEET NORTH OF THE CENTERLINE OF THE
 QE0505'HIGHWAY, 21.0 FEET EAST OF THE APPROXIMATE CENTER OF A DRIVEWAY, 7.0
 QE0505'FEET NORTHWEST OF MAILBOX 740, 3.0 FEET SOUTH OF A FENCE CORNER AND
 QE0505'1.0 FOOT SOUTH OF A WOODEN WITNESS POST.  NOTE-- THIS MARK IS ALSO
 QE0505'USED AS REFERENCE MARK 2 TO TRIANGULATION STATION RICKREALL 1940.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0822 ***********************************************************************
 QC0822  DESIGNATION -  DERR
 QC0822  PID         -  QC0822
 QC0822  STATE/COUNTY-  OR/WHEELER
 QC0822  USGS QUAD   -  ANTONE (1992)
 QC0822
 QC0822                         *CURRENT SURVEY CONTROL
 QC0822  ___________________________________________________________________
 QC0822* NAD 83(1991)-  44 26 18.84858(N)    119 52 03.54611(W)     ADJUSTED  
 QC0822* NAVD 88     -      1891.4    (meters)    6205.     (feet)  VERTCON   
 QC0822  ___________________________________________________________________
 QC0822  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 QC0822  GEOID HEIGHT-         -18.82  (meters)                     GEOID03
 QC0822  HORZ ORDER  -  THIRD
 QC0822
 QC0822.The horizontal coordinates were established by classical geodetic methods
 QC0822.and adjusted by the National Geodetic Survey in October 1991.
 QC0822
 QC0822.The NAVD 88 height was computed by applying the VERTCON shift value to
 QC0822.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QC0822
 QC0822.The Laplace correction was computed from DEFLEC99 derived deflections.
 QC0822
 QC0822.The geoid height was determined by GEOID03.
 QC0822
 QC0822;                    North         East     Units Scale Factor Converg.
 QC0822;SPC OR N     -    85,973.316 2,550,341.396   MT  0.99997516   +0 26 54.4
 QC0822;SPC OR N     -   282,064.69  8,367,261.80   iFT  0.99997516   +0 26 54.4
 QC0822;UTM  11      - 4,924,585.856   271,786.901   MT  1.00024053   -2 00 31.1
 QC0822
 QC0822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QC0822!SPC OR N     -   0.99970648  x   0.99997516  =   0.99968164
 QC0822!UTM  11      -   0.99970648  x   1.00024053  =   0.99994694
 QC0822
 QC0822|---------------------------------------------------------------------|
 QC0822| PID    Reference Object                     Distance      Geod. Az  |
 QC0822|                                                           dddmmss.s |
 QC0822| QC0830 DERR RM 1                            10.638 METERS 02245     |
 QC0822| QC0827 PAULINA BUTTE                       APPROX.15.6 KM 2150657.8 |
 QC0822| QC0831 DERR RM 2                            39.441 METERS 33649     |
 QC0822|---------------------------------------------------------------------|
 QC0822
 QC0822                          SUPERSEDED SURVEY CONTROL
 QC0822
 QC0822  NAD 83(1986)-  44 26 18.85831(N)    119 52 03.54752(W) AD(       ) 3
 QC0822  NGVD 29 (09/20/87) 1890.1    (m)         6201.     (f) H LEVEL     3  
 QC0822
 QC0822.Superseded values are not recommended for survey control.
 QC0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0822.See file dsdata.txt to determine how the superseded data were derived.
 QC0822
 QC0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKK7178724586(NAD 83)
 QC0822_MARKER: DD = SURVEY DISK
 QC0822_SETTING: 66 = SET IN ROCK OUTCROP
 QC0822_SP_SET: SET IN BEDROCK
 QC0822_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QC0822+STABILITY: POSITION/ELEVATION WELL
 QC0822
 QC0822  HISTORY     - Date     Condition        Report By
 QC0822  HISTORY     - 1963     MONUMENTED       USGS
 QC0822
 QC0822                          STATION DESCRIPTION
 QC0822
 QC0822'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 QC0822'LOCATED ABOUT 20 MI SE. OF MITCHELL, 4 MI NW. OF SPANISH PEAK.  ON
 QC0822'LARGE, BARE MOUNTAIN.
 QC0822'
 QC0822'TO REACH FROM MITCHELL POST OFFICE, DRIVE 13 MI E. ON HWY. 26.  GO
 QC0822'7.3 MI S. ON FOREST SERVICE RD. 1240 TO RD. JCT.  TURN LEFT ON
 QC0822'USFS RD. 127 AND GO 2 MI TO RD. JCT.  TURN LEFT ON USFS RD. 1309
 QC0822'AND GO 1.7 MI TO RD. JCT.  TURN LEFT ON LOGGING RD. AND GO 1 MI.
 QC0822'TURN LEFT ON RD. FORK ON TOP OF RIDGE AND GO 0.3 MI, RD. LEAVES
 QC0822'RIDGE BUT CONTINUE ON RIDGE TOP 0.2 MI, THEN PACK TO TOP.  A
 QC0822'10-MINUTE PACK.  TABLET IS ON TOP OF MOUNTAIN ON NORTH SIDE OF
 QC0822'SMALL MOUNTAIN BUSHES ABOUT 0.3 FT. BELOW GROUND LEVEL.
 QC0822'
 QC0822'STATION MARK--STANDARD TABLET STAMPED---DERR 1963---, CEMENTED IN
 QC0822'BEDROCK 0.3 FT. BELOW GROUND LEVEL.
 QC0822'
 QC0822'RM 1--STANDARD RM TABLET STAMPED---NO 1 DERR 1963---.
 QC0822'
 QC0822'RM 2--STANDARD RM TABLET STAMPED---NO 2 DERR 1963---.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2007 ***********************************************************************
 QE2007  DESIGNATION -  DERRY
 QE2007  PID         -  QE2007
 QE2007  STATE/COUNTY-  OR/POLK
 QE2007  USGS QUAD   -  RICKREALL (1976)
 QE2007
 QE2007                         *CURRENT SURVEY CONTROL
 QE2007  ___________________________________________________________________
 QE2007* NAD 83(1991)-  44 55 43.57969(N)    123 13 06.69475(W)     ADJUSTED  
 QE2007* NAVD 88     -        62.     (meters)     203.     (feet)  VERTCON   
 QE2007  ___________________________________________________________________
 QE2007  LAPLACE CORR-          -7.84  (seconds)                    DEFLEC99
 QE2007  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 QE2007  HORZ ORDER  -  SECOND
 QE2007
 QE2007.The horizontal coordinates were established by classical geodetic methods
 QE2007.and adjusted by the National Geodetic Survey in October 1991.
 QE2007
 QE2007.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE2007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE2007
 QE2007.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2007
 QE2007.The geoid height was determined by GEOID03.
 QE2007
 QE2007;                    North         East     Units Scale Factor Converg.
 QE2007;SPC OR N     -   143,856.827 2,285,448.641   MT  0.99990331   -1 55 40.6
 QE2007;SPC OR N     -   471,971.22  7,498,191.08   iFT  0.99990331   -1 55 40.6
 QE2007;UTM  10      - 4,975,061.161   482,755.457   MT  0.99960366   -0 09 15.6
 QE2007
 QE2007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2007!SPC OR N     -   0.99999379  x   0.99990331  =   0.99989710
 QE2007!UTM  10      -   0.99999379  x   0.99960366  =   0.99959745
 QE2007
 QE2007                          SUPERSEDED SURVEY CONTROL
 QE2007
 QE2007  NAD 83(1986)-  44 55 43.60491(N)    123 13 06.71024(W) AD(       ) 2
 QE2007  NAD 27      -  44 55 44.17822(N)    123 13 02.34873(W) AD(       ) 2
 QE2007  NGVD 29 (07/19/86)   61.     (m)          200.     (f) VERT ANG    3  
 QE2007
 QE2007.Superseded values are not recommended for survey control.
 QE2007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2007.See file dsdata.txt to determine how the superseded data were derived.
 QE2007
 QE2007_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ8275575061(NAD 83)
 QE2007
 QE2007  HISTORY     - Date     Condition        Report By
 QE2007  HISTORY     - 1972     MONUMENTED       OR-053
 QE2007
 QE2007                          STATION DESCRIPTION
 QE2007
 QE2007'DESCRIBED BY POLK COUNTY OREGON 1972 (RB)
 QE2007'THE STATION IS LOCATED IN POLK COUNTY, OREGON, IN THE SOUTHEAST
 QE2007'QUARTER OF THE SOUTHEAST QUARTER OF SECTION 30, TOWNSHIP 7 SOUTH,
 QE2007'RANGE 4 WEST OF THE WILLAMETTE MERIDIAN.
 QE2007'
 QE2007'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 22
 QE2007'AND 99W IN RICKREALL, TRAVEL EAST ON OLD STATE HIGHWAY 22 0.45
 QE2007'MILES TO THE STATION ON THE (SOUTH) RIGHT.
 QE2007'
 QE2007'THE STATION IS A 12 IN CONCRETE MONUMENT SET 6 IN BELOW THE
 QE2007'SURFACE ON THE SOUTH BANK BEHIND THE DITCH ON THE SOUTH SIDE OF
 QE2007'THE HIGHWAY.  THE POLK COUNTY BRASS CAP IS STAMPED DERRY 30DD 7 4
 QE2007'1972.  IT IS LOCATED 1.0 FEET WEST OF A WITNESS POST, 4.0 FEET
 QE2007'WEST OF A POWER POLE AND 27 FEET SOUTH OF THE CENTERLINE OF THE
 QE2007'HIGHWAY.
 QE2007'
 QE2007'R.M. 1 IS A CENTERPUNCHED ALUMINUM CAP ON A 5/8 IN X 30 IN REBAR
 QE2007'DRIVEN FLUSH WITH THE GROUND, 1.0 FOOT EAST OF THE WITNESS POST
 QE2007'AND 27 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 QE2007'
 QE2007'R.M. 2 IS A CENTERPUNCHED ALUMINUM CAP ON A 5/8 IN X 30 IN REBAR
 QE2007'DRIVEN FLUSH WITH THE GROUND.  IT IS LOCATED 30 FEET NORTH OF THE
 QE2007'CENTERLINE OF THE HIGHWAY, 0.5 FEET EAST OF THE WITNESS POST AND
 QE2007'3 FEET WEST OF A POWER POLE.
 QE2007'
 QE2007'HEIGHT OF LIGHT ABOVE STATION MARK 2.14 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1706 ***********************************************************************
 QD1706  DESIGNATION -  DESCHUTES
 QD1706  PID         -  QD1706
 QD1706  STATE/COUNTY-  OR/DESCHUTES
 QD1706  USGS QUAD   -  BEND (1981)
 QD1706
 QD1706                         *CURRENT SURVEY CONTROL
 QD1706  ___________________________________________________________________
 QD1706* NAD 83(1991)-  44 06 20.46970(N)    121 15 13.40955(W)     ADJUSTED  
 QD1706* NAVD 88     -      1042.0    (meters)    3419.     (feet)  VERTCON   
 QD1706  ___________________________________________________________________
 QD1706  LAPLACE CORR-           1.78  (seconds)                    DEFLEC99
 QD1706  GEOID HEIGHT-         -21.01  (meters)                     GEOID03
 QD1706  HORZ ORDER  -  SECOND
 QD1706
 QD1706.The horizontal coordinates were established by classical geodetic methods
 QD1706.and adjusted by the National Geodetic Survey in October 1991.
 QD1706
 QD1706.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1706.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1706
 QD1706.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1706
 QD1706.The geoid height was determined by GEOID03.
 QD1706
 QD1706;                    North         East     Units Scale Factor Converg.
 QD1706;SPC OR S     -   271,218.530 1,439,653.101   MT  1.00002858   -0 30 56.4
 QD1706;SPC OR S     -   889,824.57  4,723,271.33   iFT  1.00002858   -0 30 56.4
 QD1706;UTM  10      - 4,885,093.798   639,758.003   MT  0.99984023   +1 12 56.1
 QD1706
 QD1706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1706!SPC OR S     -   0.99983994  x   1.00002858  =   0.99986851
 QD1706!UTM  10      -   0.99983994  x   0.99984023  =   0.99968020
 QD1706
 QD1706:                Primary Azimuth Mark                     Grid Az
 QD1706:SPC OR S     -  PILOT BUTTE                              205 45 18.6
 QD1706:UTM  10      -  PILOT BUTTE                              204 01 26.1
 QD1706
 QD1706|---------------------------------------------------------------------|
 QD1706| PID    Reference Object                     Distance      Geod. Az  |
 QD1706|                                                           dddmmss.s |
 QD1706| QD1681 PILOT BUTTE                         APPROX. 5.5 KM 2051422.2 |
 QD1706|---------------------------------------------------------------------|
 QD1706
 QD1706                          SUPERSEDED SURVEY CONTROL
 QD1706
 QD1706  NAD 83(1986)-  44 06 20.47600(N)    121 15 13.41256(W) AD(       ) 2
 QD1706  NAD 27      -  44 06 21.05531(N)    121 15 09.30119(W) AD(       ) 2
 QD1706  NGVD 29 (07/19/86) 1040.8    (m)         3415.     (f) VERT ANG    3  
 QD1706
 QD1706.Superseded values are not recommended for survey control.
 QD1706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1706.See file dsdata.txt to determine how the superseded data were derived.
 QD1706
 QD1706_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP3975885094(NAD 83)
 QD1706_MARKER: DD = SURVEY DISK
 QD1706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD1706_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QD1706_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 QD1706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD1706+STABILITY: SURFACE MOTION
 QD1706
 QD1706  HISTORY     - Date     Condition        Report By
 QD1706  HISTORY     - 1978     MONUMENTED       OR-017
 QD1706
 QD1706                          STATION DESCRIPTION
 QD1706
 QD1706'DESCRIBED BY DESCHUTES COUNTY OREGON 1978 (JAK)
 QD1706'THE STATION IS ABOUT 2.25 MILES NORTHEAST OF BEND, ON THE SHOULDER OF
 QD1706'DESCHUTES MARKET ROAD, AT THE INTERSECTION WITH HAMEHOOK ROAD.
 QD1706'
 QD1706'TO REACH THE STATION FROM THE COURTHOUSE IN BEND, GO EAST ON GREENWOOD
 QD1706'AVENUE, AND HIGHWAY 20 FOR 2.5 MILES TO THE JUNCTION WITH DENSER ROAD
 QD1706'TURN LEFT AND GO NORTH ON DENSER ROAD, FOR 2.1 MILES TO THE JUNCTION
 QD1706'WITH BUTLER MARKET ROAD.  TURN RIGHT AND GO EASTERLY ON BUTLER MARKET
 QD1706'ROAD FOR 0.3 MILES TO THE JUNCTION WITH DESCHUTES MARKET ROAD TURN
 QD1706'LEFT AND GO NORTH ON DESCHUTES MARKET ROAD FOR 1.45 MILES TO THE
 QD1706'JUNCTION WITH HAMEHOOK ROAD, AND THE STATION.
 QD1706'
 QD1706'STATION MARK IS A STANDARD DESCHUTES COUNTY DISK STAMPED ---DESCHUTES
 QD1706'1978---.  THE DISK IS SET IN THE TOP OF AN 8-INCH CYLINDRICAL CONCRETE
 QD1706'MONUMENT WHICH PROJECTS TWO INCHES ABOVE THE GROUND.  IT IS 42.7 FEET
 QD1706'WEST OF A POWER POLE NUMBER BN66, 3.9 FEET SOUTH OF THE EDGE OF
 QD1706'PAVEMENT, 30.1 FEET NORTHWEST OF A CORNER FENCE POST, AND 14 FEET EAST
 QD1706'OF A MAILBOX STAND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1552 ***********************************************************************
 QD1552  DESIGNATION -  DESCHUTES RM 1
 QD1552  PID         -  QD1552
 QD1552  STATE/COUNTY-  OR/WASCO
 QD1552  USGS QUAD   -  KASKELA (1962)
 QD1552
 QD1552                         *CURRENT SURVEY CONTROL
 QD1552  ___________________________________________________________________
 QD1552* NAD 83(1991)-  44 59 15.51597(N)    121 01 23.15004(W)     ADJUSTED  
 QD1552* NAVD 88     -      1088.9    (meters)    3572.     (feet)  VERTCON   
 QD1552  ___________________________________________________________________
 QD1552  LAPLACE CORR-           9.61  (seconds)                    DEFLEC99
 QD1552  GEOID HEIGHT-         -21.17  (meters)                     GEOID03
 QD1552  HORZ ORDER  -  FIRST
 QD1552
 QD1552.The horizontal coordinates were established by classical geodetic methods
 QD1552.and adjusted by the National Geodetic Survey in October 1991.
 QD1552
 QD1552.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1552.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1552
 QD1552.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1552
 QD1552.The geoid height was determined by GEOID03.
 QD1552
 QD1552;                    North         East     Units Scale Factor Converg.
 QD1552;SPC OR N     -   146,922.080 2,458,751.006   MT  0.99989955   -0 22 15.5
 QD1552;SPC OR N     -   482,027.82  8,066,768.39   iFT  0.99989955   -0 22 15.5
 QD1552;UTM  10      - 4,983,478.810   655,843.724   MT  0.99989865   +1 23 52.3
 QD1552
 QD1552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1552!SPC OR N     -   0.99983262  x   0.99989955  =   0.99973219
 QD1552!UTM  10      -   0.99983262  x   0.99989865  =   0.99973129
 QD1552
 QD1552:                Primary Azimuth Mark                     Grid Az
 QD1552:SPC OR N     -  DESCHUTES AZ MK                          106 41 27.2
 QD1552:UTM  10      -  DESCHUTES AZ MK                          104 55 19.4
 QD1552
 QD1552|---------------------------------------------------------------------|
 QD1552| PID    Reference Object                     Distance      Geod. Az  |
 QD1552|                                                           dddmmss.s |
 QD1552| CF4283 DESCHUTES AZ MK                                    1061911.7 |
 QD1552| CF4284 DESCHUTES RM 2                       13.308 METERS 27314     |
 QD1552| QD1549 PACIFIC PWR + LIGHT BM WASCO         11.004 METERS 33144     |
 QD1552|---------------------------------------------------------------------|
 QD1552
 QD1552                          SUPERSEDED SURVEY CONTROL
 QD1552
 QD1552  NAD 83(1986)-  44 59 15.52750(N)    121 01 23.14861(W) AD(       ) 1
 QD1552  NAD 27      -  44 59 16.09200(N)    121 01 18.95900(W) AD(       ) 1
 QD1552  NGVD 29 (07/19/86) 1087.8    (m)         3569.     (f) VERT ANG    3  
 QD1552
 QD1552.Superseded values are not recommended for survey control.
 QD1552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1552.See file dsdata.txt to determine how the superseded data were derived.
 QD1552
 QD1552_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ5584483479(NAD 83)
 QD1552_MARKER: DD = SURVEY DISK
 QD1552_SETTING: 0 = UNSPECIFIED SETTING
 QD1552
 QD1552  HISTORY     - Date     Condition        Report By
 QD1552  HISTORY     - 1946     MONUMENTED       PP+L
 QD1552  HISTORY     - 1977     GOOD             NGS
 QD1552
 QD1552                          STATION DESCRIPTION
 QD1552
 QD1552'DESCRIBED BY PACIFIC POWER AND LIGHT COMPANY 1946 (CAG)
 QD1552'THE STATION IS ON A HIGH BARREN RIDGE OVERLOOKING THE DESCHUTES
 QD1552'RIVER CANYON ABOUT 12 MILES, AIRLINE, SOUTH OF MAUPIN AND ABOUT
 QD1552'2 MILES EAST, AIRLINE, OF THE DESCHUTES RIVER.  IT IS A STANDARD
 QD1552'U.S.C. AND G.S. REFERENCE MARK DISK WITH THE ARROW POINTING
 QD1552'TOWARDS PACIFIC POWER AND LIGHT BM. AND IS SET IN CONCRETE 6
 QD1552'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS STAMPED DESCHUTES
 QD1552'PP AND L NO 1 1946.
 QD1552'
 QD1552'REFERENCE MARK NO. 2 IS A STANDARD U.S.C. AND G.S. REFERENCE
 QD1552'MARK DISK SET IN CONCRETE 6 INCHES BELOW THE SURFACE OF THE GROUND
 QD1552'WITH THE ARROW POINTING TOWARDS PACIFIC POWER AND LIGHT BM.  IT IS
 QD1552'STAMPED DESCHUTES PP AND L NO 2 1946.
 QD1552'
 QD1552'PACIFIC POWER AND LIGHT BM. SERVES AS REFERENCE MARK AND IS
 QD1552'A ROUND BRONZE TABLET SET IN CONCRETE 3 INCHES BELOW THE SURFACE
 QD1552'OF THE GROUND.  THERE IS NO STAMPING ON THE TABLET AND IT IS
 QD1552'39.562 FT., 12.060 M. NORTHEAST OF REFERENCE MARK NO. 2
 QD1552'
 QD1552'THE AZIMUTH MARK IS 0.1 MILE SOUTH OF THE SUMMIT OF GRADE IN
 QD1552'ROAD, 53.5 FEET WEST OF THE CENTER LINE OF THE HIGHWAY AND DIRECTLY
 QD1552'ACROSS THE ROAD FROM A STATE GRAVEL PILE.  IT IS A STANDARD
 QD1552'U.S.C. AND G.S. DISK BRAZED TO THE TOP OF A 3 INCH CAST IRON SOIL
 QD1552'PIPE THAT PROJECTS 8 INCHES AND IS STAMPED DESCHUTES PP AND L
 QD1552'1946.
 QD1552'
 QD1552'SUBSTITUTE STATION 62-V-36 A IS THE CENTER AND BASE OF A LONE
 QD1552'JUNIPER TREE ABOUT 5 FEET HIGH, IS 1 METER BELOW STATION.
 QD1552'
 QD1552'TO REACH THE STATION FROM MADRAS GO NORTHEAST ON U.S. HIGHWAY
 QD1552'NO. 97 FOR 29 MILES TO JUNCTION OF HIGHWAYS 97 AND 50, THIS JUNCTION
 QD1552'IS 16 MILES SOUTHEAST OF THE RIVER BRIDGE IN MAUPIN.  TAKE LEFT
 QD1552'FORK, STRAIGHT AHEAD, ON HIGHWAY 50 AND GO 5.9 MILES TO A SIDE
 QD1552'ROAD LEFT, AT MR. J.G. CRAMERS MAIL BOX WHICH IS A SMALL ROUND
 QD1552'BARREL ON A POST, TURN LEFT ON SIDE ROAD AND GO 0.1 MILE TO A
 QD1552'GATE, CONTINUE 0.5 MILE TO FORKS, TAKE LEFT FORK AND GO 0.2 MILE
 QD1552'TO FORKS, TAKE LEFT FORK A SHORT WAYS THEN TURN RIGHT AND PICK WAY
 QD1552'ACROSS COUNTRY, WHICH IS VERY ROCKY AND ROUGH, FOR 0.3 MILE TO
 QD1552'A FENCE LINE, CROSS FENCE AND CONTINUE, WEST, ABOUT 200 YARDS
 QD1552'TO THE STATION AS DESCRIBED.
 QD1552'
 QD1552'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF HIGHWAYS 97 AND 50,
 QD1552'MENTIONED IN ABOVE DESCRIPTION, GO NORTH ON HIGHWAY 50 FOR 4.9
 QD1552'MILES TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 QD1552
 QD1552                          STATION RECOVERY (1977)
 QD1552
 QD1552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 QD1552'THE STATION MARK, REFERENCE MARK NO. 2, AND THE P.P. AND L. DISK
 QD1552'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  ROADS HAVE
 QD1552'CHANGED.  A NEW TO REACH FOLLOWS.
 QD1552'
 QD1552'TO REACH THE STATION FROM THE SHANIKO POST OFFICE, GO SOUTHWEST
 QD1552'ON U.S. HIGHWAY 97 FOR 12.0 MILES TO THE JUNCTION WITH U.S. HIGHWAY
 QD1552'197, TURN RIGHT, AND GO NORTH ON U.S. HIGHWAY 197 FOR 4.8 MILES TO
 QD1552'THE AZIMUTH MARK ON THE LEFT, CONTINUE NORTH ON THE HIGHWAY FOR
 QD1552'0.3 MILE TO MILEPOST NO. 62, CONTINUE NORTH ON THE HIGHWAY FOR
 QD1552'0.55 MILE TO A DIRT ROAD LEFT, TURN LEFT FOR 0.05 MILE TO A
 QD1552'GATE, PASS THRU THE GATE, AND CONTINUE WEST ON THE DIRT ROAD FOR
 QD1552'0.15 MILE TO A FORK, TAKE THE LEFT FORK, LESS TRAVELED ROAD,
 QD1552'AND CONTINUE WEST FOR 0.35 MILE TO A T INTERSECTION, TURN LEFT, AND
 QD1552'GO SOUTHWEST FOR 0.2 MILE TO A FORK, TAKE THE RIGHT FORK FOR 0.1
 QD1552'MILE TO A DIM TRACK ROAD LEFT, USING A 4-WHEEL DRIVE VEHICLE GO
 QD1552'SOUTHWESTERLY ON THE DIM, ROCKY TRACK ROAD FOR 0.7 MILE TO THE
 QD1552'STATION AT THE END OF THE ROAD.
 QD1552'
 QD1552'THE STATION IS ON RANGE LAND OWNED BY MR. ERIC WARD, MAUPIN,
 QD1552'OREGON 97037.
 QD1552'
 QD1552'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QD1552'14 MILES W-NW OF SHANIKO.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC2203 ***********************************************************************
 SC2203  DESIGNATION -  DESDEMONA SANDS LIGHT
 SC2203  PID         -  SC2203
 SC2203  STATE/COUNTY-  OR/CLATSOP
 SC2203  USGS QUAD   -  WARRENTON (1996)
 SC2203
 SC2203                         *CURRENT SURVEY CONTROL
 SC2203  ___________________________________________________________________
 SC2203* NAD 83(1991)-  46 13 30.69757(N)    123 57 18.37974(W)     ADJUSTED  
 SC2203* NAVD 88     -              **(meters)            **(feet)            
 SC2203  ___________________________________________________________________
 SC2203  LAPLACE CORR-          16.19  (seconds)                    DEFLEC99
 SC2203  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 SC2203  HORZ ORDER  -  THIRD
 SC2203
 SC2203.The horizontal coordinates were established by classical geodetic methods
 SC2203.and adjusted by the National Geodetic Survey in October 1991.
 SC2203
 SC2203
 SC2203.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2203
 SC2203.The geoid height was determined by GEOID03.
 SC2203
 SC2203;                    North         East     Units Scale Factor Converg.
 SC2203;SPC OR N     -   290,025.857 2,233,507.894   MT  1.00006509   -2 27 01.1
 SC2203;SPC OR N     -   951,528.40  7,327,781.80   iFT  1.00006509   -2 27 01.1
 SC2203;SPC WA S     -   104,966.627   233,546.759   MT  0.99993422   -2 30 35.2
 SC2203;SPC WA S     -   344,378.01    766,227.99   sFT  0.99993422   -2 30 35.2
 SC2203;UTM  10      - 5,119,511.860   426,344.715   MT  0.99966669   -0 41 22.8
 SC2203
 SC2203                          SUPERSEDED SURVEY CONTROL
 SC2203
 SC2203  NAD 83(1986)-  46 13 30.70634(N)    123 57 18.35705(W) AD(       ) 4
 SC2203  NAD 27      -  46 13 31.33974(N)    123 57 13.82456(W) AD(       ) 3
 SC2203
 SC2203.Superseded values are not recommended for survey control.
 SC2203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2203.See file dsdata.txt to determine how the superseded data were derived.
 SC2203
 SC2203_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2634519512(NAD 83)
 SC2203
 SC2203  HISTORY     - Date     Condition        Report By
 SC2203  HISTORY     - 1935     MONUMENTED       CGS
 SC2203  HISTORY     - 1942     SEE DESCRIPTION  CGS
 SC2203  HISTORY     - 1951     SEE DESCRIPTION  CGS
 SC2203  HISTORY     - 1957     SEE DESCRIPTION  CGS
 SC2203
 SC2203                          STATION DESCRIPTION
 SC2203
 SC2203'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (RWK)
 SC2203'THE STATION IS THE LIGHT ON THE W END OF DESDEMONA SANDS.
 SC2203
 SC2203                          STATION RECOVERY (1942)
 SC2203
 SC2203'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (JCP)
 SC2203'LOCATED AT THE MOUTH OF THE COLUMBIA RIVER, NEAR THE W EDGE OF
 SC2203'DESDEMONA SANDS.  STATION IS THE LIGHT OF DESDEMONA SANDS
 SC2203'LIGHTHOUSE.  STRUCTURE IS APPROXIMATELY 36 FEET ABOVE MEAN HIGH
 SC2203'WATER.
 SC2203
 SC2203                          STATION RECOVERY (1951)
 SC2203
 SC2203'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HGC)
 SC2203'THIS STATION IS THE CENTER OF THE LIGHT MOUNTED ON TOP OF WHITE
 SC2203'PYRAMIDAL HOUSE ON PILE STRUCTURE SET IN APPROXIMATELY 15 FEET
 SC2203'OF WATER AT WEST END OF DESDEMONA SANDS.
 SC2203'
 SC2203'THE 1951 EDITION OF PACIFIC COAST LIGHT LIST LISTS THIS STATION
 SC2203'AS DESDEMONA SANDS, LIGHT NO.915, GP.FL.W., 10 SEC. 3 FLASHS,
 SC2203'ESTABLISHED IN 1902, REBUILT IN 1935.
 SC2203'
 SC2203'STATION RECOVERED IN GOOD CONDITION.
 SC2203
 SC2203                          STATION RECOVERY (1957)
 SC2203
 SC2203'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (VRS)
 SC2203'THE LIGHT STRUCTURE WAS REBUILT IN 1955.  STATION LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC2201 ***********************************************************************
 SC2201  DESIGNATION -  DESDEMONA SANDS LT HSE 1909
 SC2201  PID         -  SC2201
 SC2201  STATE/COUNTY-  OR/CLATSOP
 SC2201  USGS QUAD   -  WARRENTON (1996)
 SC2201
 SC2201                         *CURRENT SURVEY CONTROL
 SC2201  ___________________________________________________________________
 SC2201* NAD 83(1991)-  46 13 30.70436(N)    123 57 18.37923(W)     ADJUSTED  
 SC2201* NAVD 88     -        55.     (meters)     180.     (feet)  SCALED    
 SC2201  ___________________________________________________________________
 SC2201  LAPLACE CORR-          16.19  (seconds)                    DEFLEC99
 SC2201  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 SC2201  HORZ ORDER  -  THIRD
 SC2201
 SC2201.The horizontal coordinates were established by classical geodetic methods
 SC2201.and adjusted by the National Geodetic Survey in October 1991.
 SC2201
 SC2201.The orthometric height was scaled from a topographic map.
 SC2201
 SC2201.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2201
 SC2201.The geoid height was determined by GEOID03.
 SC2201
 SC2201;                    North         East     Units Scale Factor Converg.
 SC2201;SPC OR N     -   290,026.066 2,233,507.914   MT  1.00006509   -2 27 01.1
 SC2201;SPC OR N     -   951,529.09  7,327,781.87   iFT  1.00006509   -2 27 01.1
 SC2201;SPC WA S     -   104,966.835   233,546.779   MT  0.99993422   -2 30 35.2
 SC2201;SPC WA S     -   344,378.69    766,228.06   sFT  0.99993422   -2 30 35.2
 SC2201;UTM  10      - 5,119,512.069   426,344.728   MT  0.99966669   -0 41 22.8
 SC2201
 SC2201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2201!SPC OR N     -   0.99999511  x   1.00006509  =   1.00006020
 SC2201!SPC WA S     -   0.99999511  x   0.99993422  =   0.99992933
 SC2201!UTM  10      -   0.99999511  x   0.99966669  =   0.99966180
 SC2201
 SC2201:                Primary Azimuth Mark                     Grid Az
 SC2201:SPC OR N     -  CHINOOK CHURCH SPIRE                     009 54 09.1
 SC2201:SPC WA S     -  CHINOOK CHURCH SPIRE                     009 57 43.2
 SC2201:UTM  10      -  CHINOOK CHURCH SPIRE                     008 08 30.8
 SC2201
 SC2201|---------------------------------------------------------------------|
 SC2201| PID    Reference Object                     Distance      Geod. Az  |
 SC2201|                                                           dddmmss.s |
 SC2201| SC2276 CHINOOK CHURCH SPIRE                APPROX. 5.4 KM 0072708.0 |
 SC2201| SC2158 FORT COLUMBIA LIGHT                 APPROX. 3.4 KM 0465628.6 |
 SC2201| SC2184 MC GOWAN CHURCH SPIRE               APPROX. 4.2 KM 0552549.9 |
 SC2201| SC0999 POINT ELLICE                        APPROX. 6.6 KM 0740714.9 |
 SC2201| SC2059 LOWER GAUGE PILE LT 1913            APPROX.13.6 KM 0932802.8 |
 SC2201| SC2176 LOWER SANDS LT 1913                 APPROX. 6.5 KM 1241945.6 |
 SC2201| SC2175 OIL WORKS STACK 1913                APPROX. 6.7 KM 1372612.3 |
 SC2201| SC2141 FLAVELS WHARF POST LT 1913          APPROX. 4.2 KM 1470407.5 |
 SC2201| SC2213 PT ADAMS LIFE SAVING 1913           APPROX. 2.9 KM 1665426.9 |
 SC2201| SC2148 FTR STEVENS HIGHEST 1913            APPROX. 3.1 KM 1884853.4 |
 SC2201| SC2197 FT STEVENS WIRELESS N 1913          APPROX. 4.1 KM 2002558.1 |
 SC2201| SD0592 REPUBLIC SPIT FRONT LIGHT           APPROX. 6.4 KM 3131528.5 |
 SC2201| SD0607 REPUBLIC SPIT REAR LIGHT            APPROX. 6.4 KM 3144519.6 |
 SC2201| SD0629 PEACOCK SPIT FRONT LIGHT            APPROX. 5.6 KM 3190346.7 |
 SC2201| SD0835 PEACOCK SPIT REAR LIGHT 1913        APPROX. 5.5 KM 3200721.2 |
 SC2201|---------------------------------------------------------------------|
 SC2201
 SC2201                          SUPERSEDED SURVEY CONTROL
 SC2201
 SC2201  NAD 83(1986)-  46 13 30.71314(N)    123 57 18.35668(W) AD(       ) 3
 SC2201  NAD 27      -  46 13 31.34689(N)    123 57 13.82329(W) AD(       ) 3
 SC2201
 SC2201.Superseded values are not recommended for survey control.
 SC2201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2201.See file dsdata.txt to determine how the superseded data were derived.
 SC2201
 SC2201_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2634519512(NAD 83)
 SC2201
 SC2201  HISTORY     - Date     Condition        Report By
 SC2201  HISTORY     - UNK      MONUMENTED
 SC2201  HISTORY     - 1934     SEE DESCRIPTION  USCG
 SC2201  HISTORY     - 1935     SEE DESCRIPTION  CGS
 SC2201  HISTORY     - 1942     SEE DESCRIPTION  CGS
 SC2201  HISTORY     - 1958     SEE DESCRIPTION  CGS
 SC2201
 SC2201                          STATION DESCRIPTION
 SC2201
 SC2201'DESCRIBED BY US COAST GUARD 1934
 SC2201'THE STATION IS THE LIGHTHOUSE NEAR THE WESTERLY END OF DESDEMONA
 SC2201'SANDS JUST EAST OF THE ENTRANCE OF COLUMBIA RIVER.  IN 1934 IT
 SC2201'WAS REPORTED THAT THE LIGHTHOUSE WAS STILL IN ITS ORIGINAL
 SC2201'POSITION, BUT THAT IMPROVEMENTS CONTEMPLATED WITHIN A YEAR MIGHT
 SC2201'CHANGE ITS POSITION A FEW FEET.  THE STRUCTURE IS SUPPORTED ON
 SC2201'PILING.
 SC2201'
 SC2201'(NOTE--THIS IS APPARENTLY THE SAME STATION AS THAT CALLED REED
 SC2201'HORN RIVER LIGHTHOUSE OF 1926, GEODETIC POSITIONS CARD 180.  THE
 SC2201'OLD 1909 NAME SHOULD BE RETAINED.  SEE SP 31, PAGE 16).
 SC2201'
 SC2201'1935--STRUCTURE TO BE REBUILT, POSSIBLY ON DIFFERENT CENTER.  LT
 SC2201'KNOX WILL CUT IN NEW POSITION.
 SC2201
 SC2201                          STATION RECOVERY (1935)
 SC2201
 SC2201'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RWK)
 SC2201'STRUCTURE REBUILT IN 1935.
 SC2201
 SC2201                          STATION RECOVERY (1942)
 SC2201
 SC2201'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (JCP)
 SC2201'AT THE MOUTH OF THE COLUMBIA RIVER NEAR THE WESTERN EDGE OF
 SC2201'DESDEMONA SANDS.  STATION IS THE LIGHT OF DESDEMONA SANDS
 SC2201'LIGHTHOUSE.  STRUCTURE IS APPROXIMATELY 36 FEET ABOVE MEAN HIGH
 SC2201'WATER.
 SC2201
 SC2201                          STATION RECOVERY (1958)
 SC2201
 SC2201'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (CHB)
 SC2201'STATION IS CENTER OF LIGHT MOUNTED ON TOP OF WHITE HOUSE ON PILE
 SC2201'STRUCTURE SET IN ABOUT 10 FEET OF WATER AT WEST END OF DESDEMONA
 SC2201'SANDS.
 SC2201'
 SC2201'THE 1958 EDITION OF THE PACIFIC COAST LIGHT LIST LISTS THIS
 SC2201'LIGHT AS NO. 1009, DESDEMONA SANDS LIGHT, FL. W, 10 SEC. (1SEC
 SC2201'FL), ESTABLISHED IN 1902, REBUILT IN 1955.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC2007 ***********************************************************************
 SC2007  DESIGNATION -  DESDEMONA SANDS UPPER LIGHT
 SC2007  PID         -  SC2007
 SC2007  STATE/COUNTY-  OR/CLATSOP
 SC2007  USGS QUAD   -  ASTORIA (1984)
 SC2007
 SC2007                         *CURRENT SURVEY CONTROL
 SC2007  ___________________________________________________________________
 SC2007* NAD 83(1991)-  46 12 36.93105(N)    123 52 28.39601(W)     ADJUSTED  
 SC2007* NAVD 88     -              **(meters)            **(feet)            
 SC2007  ___________________________________________________________________
 SC2007  LAPLACE CORR-          13.67  (seconds)                    DEFLEC99
 SC2007  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 SC2007  HORZ ORDER  -  THIRD
 SC2007
 SC2007.The horizontal coordinates were established by classical geodetic methods
 SC2007.and adjusted by the National Geodetic Survey in October 1991.
 SC2007
 SC2007
 SC2007.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2007
 SC2007.The geoid height was determined by GEOID03.
 SC2007
 SC2007;                    North         East     Units Scale Factor Converg.
 SC2007;SPC OR N     -   288,104.471 2,239,647.808   MT  1.00006029   -2 23 35.5
 SC2007;SPC OR N     -   945,224.64  7,347,925.88   iFT  1.00006029   -2 23 35.5
 SC2007;SPC WA S     -   103,039.190   239,683.916   MT  0.99993588   -2 27 04.5
 SC2007;SPC WA S     -   338,054.41    786,362.98   sFT  0.99993588   -2 27 04.5
 SC2007;UTM  10      - 5,117,780.784   432,538.294   MT  0.99965594   -0 37 52.9
 SC2007
 SC2007                          SUPERSEDED SURVEY CONTROL
 SC2007
 SC2007  NAD 83(1986)-  46 12 36.94086(N)    123 52 28.37842(W) AD(       ) 4
 SC2007  NAD 27      -  46 12 37.56547(N)    123 52 23.85659(W) AD(       ) 3
 SC2007
 SC2007.Superseded values are not recommended for survey control.
 SC2007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2007.See file dsdata.txt to determine how the superseded data were derived.
 SC2007
 SC2007_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS3253817781(NAD 83)
 SC2007_MARKER: 14 = NAVIGATION LIGHT
 SC2007
 SC2007  HISTORY     - Date     Condition        Report By
 SC2007  HISTORY     - 1951     FIRST OBSERVED   CGS
 SC2007  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 SC2007
 SC2007                          STATION DESCRIPTION
 SC2007
 SC2007'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (HGC)
 SC2007'THIS INTERSECTION STATION IS THE CENTER OF THE LIGHT MOUNTED ON
 SC2007'TOP OF WHITE CONICAL HOUSE WITH RED BAND, ERECTED AT TOP OF
 SC2007'DOLPHIN IN APPROXIMATELY 11 FEET OF WATER AT E END OF PILE
 SC2007'RUINS.  THE STATION IS ABOUT 1-1/2 MILES N BY W OF ASTORIA PORT
 SC2007'DOCKS IN ASTORIA.
 SC2007'
 SC2007'THE 1951 EDITION OF THE PACIFIC COAST LIGHT LIST LISTS THIS
 SC2007'STATION AS DESDEMONA SANDS UPPER, LIGHT NO. 964, FL. R., 4 SEC.,
 SC2007'ESTABLISHED IN 1934, REBUILT IN 1944.
 SC2007
 SC2007                          STATION RECOVERY (1988)
 SC2007
 SC2007'RECOVERY NOTE BY US POWER SQUADRON 1988 (KRN)
 SC2007'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1206 ***********************************************************************
 SC1206  DESIGNATION -  DESDMONA SANDS LIGHT
 SC1206  PID         -  SC1206
 SC1206  STATE/COUNTY-  OR/CLATSOP
 SC1206  USGS QUAD   -  WARRENTON (1996)
 SC1206
 SC1206                         *CURRENT SURVEY CONTROL
 SC1206  ___________________________________________________________________
 SC1206* NAD 83(1991)-  46 13 32.17000(N)    123 57 18.43740(W)     ADJUSTED  
 SC1206* NAVD 88     -         8.1    (meters)      27.     (feet)  VERTCON   
 SC1206  ___________________________________________________________________
 SC1206  X           -  -2,468,893.833 (meters)                     COMP
 SC1206  Y           -  -3,666,477.184 (meters)                     COMP
 SC1206  Z           -   4,582,620.455 (meters)                     COMP
 SC1206  LAPLACE CORR-          16.20  (seconds)                    DEFLEC99
 SC1206  ELLIP HEIGHT-         -15.452 (meters)          (10/15/91) ADJUSTED
 SC1206  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 SC1206  HORZ ORDER  -  THIRD
 SC1206  ELLP ORDER  -  FOURTH    CLASS I
 SC1206
 SC1206.The horizontal coordinates were established by GPS observations
 SC1206.and adjusted by the National Geodetic Survey in October 1991.
 SC1206
 SC1206.The NAVD 88 height was computed by applying the VERTCON shift value to
 SC1206.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SC1206
 SC1206.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SC1206
 SC1206.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1206
 SC1206.The ellipsoidal height was determined by GPS observations
 SC1206.and is referenced to NAD 83.
 SC1206
 SC1206.The geoid height was determined by GEOID03.
 SC1206
 SC1206;                    North         East     Units Scale Factor Converg.
 SC1206;SPC OR N     -   290,071.335 2,233,508.603   MT  1.00006523   -2 27 01.2
 SC1206;SPC OR N     -   951,677.61  7,327,784.13   iFT  1.00006523   -2 27 01.2
 SC1206;SPC WA S     -   105,012.098   233,547.515   MT  0.99993417   -2 30 35.2
 SC1206;SPC WA S     -   344,527.19    766,230.47   sFT  0.99993417   -2 30 35.2
 SC1206;UTM  10      - 5,119,557.320   426,344.026   MT  0.99966669   -0 41 22.9
 SC1206
 SC1206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1206!SPC OR N     -   1.00000242  x   1.00006523  =   1.00006765
 SC1206!SPC WA S     -   1.00000242  x   0.99993417  =   0.99993659
 SC1206!UTM  10      -   1.00000242  x   0.99966669  =   0.99966911
 SC1206
 SC1206                          SUPERSEDED SURVEY CONTROL
 SC1206
 SC1206  NAD 83(1986)-  46 13 32.17946(N)    123 57 18.40672(W) AD(       ) 3
 SC1206  NAD 27      -  46 13 32.81366(N)    123 57 13.88359(W) AD(       ) 3
 SC1206  NGVD 29 (07/16/87)    7.1    (m)           23.     (f) GPS OBS     3  
 SC1206
 SC1206.Superseded values are not recommended for survey control.
 SC1206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1206.See file dsdata.txt to determine how the superseded data were derived.
 SC1206
 SC1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2634419557(NAD 83)
 SC1206_MARKER: 14 = NAVIGATION LIGHT
 SC1206_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC1206+SATELLITE: SATELLITE OBSERVATIONS - 1986
 SC1206
 SC1206  HISTORY     - Date     Condition        Report By
 SC1206  HISTORY     - 1986     FIRST OBSERVED   USCG
 SC1206
 SC1206                          STATION DESCRIPTION
 SC1206
 SC1206'DESCRIBED BY US COAST GUARD 1986 (MRM)
 SC1206'LIGHT IS LOCATED ABOUT 1 MI NORTH OF HAMMOND, OR. IT IS NUMBER 9995
 SC1206'IN THE CG LIGHT LIST, VOL. VI, PACIFIC COAST AND PACIFIC ISLANDS,
 SC1206'1987.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1597 ***********************************************************************
 QD1597  DESIGNATION -  DESERT
 QD1597  PID         -  QD1597
 QD1597  STATE/COUNTY-  OR/JEFFERSON
 QD1597  USGS QUAD   -  ROUND BUTTE DAM (1992)
 QD1597
 QD1597                         *CURRENT SURVEY CONTROL
 QD1597  ___________________________________________________________________
 QD1597* NAD 83(1991)-  44 33 36.73424(N)    121 20 32.16085(W)     ADJUSTED  
 QD1597* NAVD 88     -       826.2    (meters)    2711.     (feet)  VERTCON   
 QD1597  ___________________________________________________________________
 QD1597  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 QD1597  GEOID HEIGHT-         -21.56  (meters)                     GEOID03
 QD1597  HORZ ORDER  -  SECOND
 QD1597
 QD1597.The horizontal coordinates were established by classical geodetic methods
 QD1597.and adjusted by the National Geodetic Survey in October 1991.
 QD1597
 QD1597.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1597
 QD1597.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1597
 QD1597.The geoid height was determined by GEOID03.
 QD1597
 QD1597;                    North         East     Units Scale Factor Converg.
 QD1597;SPC OR N     -    99,640.900 2,433,088.369   MT  0.99995059   -0 35 50.4
 QD1597;SPC OR N     -   326,905.84  7,982,573.39   iFT  0.99995059   -0 35 50.4
 QD1597;UTM  10      - 4,935,433.033   631,650.676   MT  0.99981314   +1 09 48.0
 QD1597
 QD1597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1597!SPC OR N     -   0.99987385  x   0.99995059  =   0.99982445
 QD1597!UTM  10      -   0.99987385  x   0.99981314  =   0.99968701
 QD1597
 QD1597:                Primary Azimuth Mark                     Grid Az
 QD1597:SPC OR N     -  DESERT AZ MK                             184 06 06.7
 QD1597:UTM  10      -  DESERT AZ MK                             182 20 28.3
 QD1597
 QD1597|---------------------------------------------------------------------|
 QD1597| PID    Reference Object                     Distance      Geod. Az  |
 QD1597|                                                           dddmmss.s |
 QD1597| QD1599 DESERT AZ MK                        APPROX. 0.7 KM 1833016.3 |
 QD1597| CF4285 DESERT RM 1                          16.381 METERS 19318     |
 QD1597| CF4286 DESERT RM 2                          18.008 METERS 28519     |
 QD1597|---------------------------------------------------------------------|
 QD1597
 QD1597                          SUPERSEDED SURVEY CONTROL
 QD1597
 QD1597  NAD 83(1986)-  44 33 36.74269(N)    121 20 32.16124(W) AD(       ) 2
 QD1597  NAD 27      -  44 33 37.31800(N)    121 20 27.98800(W) AD(       ) 2
 QD1597  NGVD 29 (07/19/86)  825.1    (m)         2707.     (f) VERT ANG    3  
 QD1597
 QD1597.Superseded values are not recommended for survey control.
 QD1597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1597.See file dsdata.txt to determine how the superseded data were derived.
 QD1597
 QD1597_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ3165135433(NAD 83)
 QD1597_MARKER: Z = SEE DESCRIPTION
 QD1597_SETTING: 0 = UNSPECIFIED SETTING
 QD1597
 QD1597  HISTORY     - Date     Condition        Report By
 QD1597  HISTORY     - 1946     MONUMENTED       CGS
 QD1597  HISTORY     - 1963     SEE DESCRIPTION  CGS
 QD1597
 QD1597                          STATION DESCRIPTION
 QD1597
 QD1597'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 QD1597'THE STATION IS LOCATED ABOUT 7.5 MILES, AIRLINE, WEST NORTHWEST
 QD1597'OF CULVER AND ABOUT 2 MILES, AIRLINE, NORTH OF THE DESERTED
 QD1597'COMMUNITY OF GRANDVIEW ON THE BENCHLAND BETWEEN THE METOLIUS AND
 QD1597'THE DESCHUTES RIVERS WHICH IS KNOWN AS LOWER DESERT.  IT IS 74
 QD1597'FEET NORTHEAST OF A 2 FOOT JUNIPER TREE, 15 FEET SOUTH OF AN
 QD1597'EAST-WEST FENCE LINE AND 35 FEET SOUTHWEST OF THE CENTERLINE OF
 QD1597'A TRACK ROAD PASSING THROUGH A GATE IN THE FENCE.  IT IS A
 QD1597'STANDARD DISK, STAMPED DESERT 1946, WELDED ON TOP OF A 3 INCH
 QD1597'IRON SOILPIPE PROJECTING 15 INCHES ABOVE THE SURFACE OF THE
 QD1597'GROUND.
 QD1597'
 QD1597'REFERENCE MARK NO. 1 IS SOUTH SOUTHWEST OF THE STATION AND 52
 QD1597'FEET EAST OF A 2 FOOT JUNIPER TREE.  IT IS A STANDARD DISK,
 QD1597'STAMPED DESERT NO 1 1946, WELDED ON TOP A 3 INCH IRON SOILPIPE
 QD1597'PROJECTING 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 QD1597'
 QD1597'REFERENCE MARK NO. 2 IS WEST NORTHWEST OF THE STATION.  IT IS 1
 QD1597'FOOT SOUTH OF THE EAST-WEST FENCE LINE AND 55 FEET NORTH OF A 2
 QD1597'FOOT JUNIPER TREE.  IT IS A STANDARD DISK, STAMPED DESERT NO 2
 QD1597'1946, WELDED ON THE TOP OF A 3 INCH IRON SOILPIPE PROJECTING 6
 QD1597'INCHES ABOVE THE SURFACE OF THE GROUND.
 QD1597'
 QD1597'THE AZIMUTH MARK IS ABOUT 0.5 MILE, AIRLINE, SOUTH OF THE STATION,
 QD1597'10 FEET EAST OF THE CENTERLINE OF A TRACK ROAD AND 98.56 METERS
 QD1597'NORTH OF THE INTERSECTION OF CENTERLINES OF DIRT CROSSROADS.  IT
 QD1597'IS A STANDARD DISK, STAMPED DESERT 1946, SET IN A DRILL HOLE IN A
 QD1597'BOULDER 8 INCHES IN DIAMETER.  IT IS FLUSH WITH THE GROUND.
 QD1597'
 QD1597'TO REACH THE STATION FROM THE RAILROAD DEPOT IN CULVER GO WEST
 QD1597'ON DIRT ROAD FOR 0.9 MILE.  TURN RIGHT, NORTH, AND GO 0.9 MILE TO
 QD1597'A T ROAD LEFT, TURN LEFT, WEST, AND GO 0.5 MILE.  TURN RIGHT,
 QD1597'NORTH, AND GO 0.5 MILE, TURN LEFT, WEST, AND CONTINUE FOR 3 MILES
 QD1597'TO THE BRIDGE ACROSS THE CROOKED RIVER.  CONTINUE ON MAIN
 QD1597'TRAVELED ROAD FOR 0.8 MILES TO A FORKS AND SIGN GRANDVIEW LOOP.
 QD1597'TAKE RIGHT FORK AND GO 1.8 MILES TO THE BRIDGE ACROSS THE
 QD1597'DESCHUTES RIVER.  CONTINUE ON MAIN ROAD, UPGRADE, FOR
 QD1597'2.55 MILES TO THE SUMMIT, KEEP LEFT ON MAIN ROAD AND
 QD1597'CONTINUE FOR 1.5 MILES TO A T ROAD SOUTH.  KEEP STRAIGHT AHEAD,
 QD1597'WEST, AND GO 0.5 MILE TO A T ROAD RIGHT.  TURN RIGHT, NORTH, AND
 QD1597'GO 1 MILE TO A DESERTED RANCH HOUSE.  TURN RIGHT, EAST, AND
 QD1597'GO 0.5 MILE TO A CROSSROADS, TURN LEFT, NORTH, AND GO 0.1 MILE
 QD1597'TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE ON TRACK
 QD1597'ROAD FOR 0.5 MILE TO THE STATION AS DESCRIBED.
 QD1597
 QD1597                          STATION RECOVERY (1963)
 QD1597
 QD1597'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FN)
 QD1597'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND
 QD1597'THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  ROADS
 QD1597'HAVE CHANGED, A NEW TO REACH FOLLOWS.
 QD1597'
 QD1597'TO REACH THE STATION FROM THE POST OFFICE IN CULVER GO WEST ON
 QD1597'C STREET AND THE MACADAM ROAD FOR 0.9 MILE TO A T ROAD
 QD1597'INTERSECTION, TURN RIGHT AND GO NORTH ON THE MACADAM ROAD FOR 0.9
 QD1597'MILE TO A SIDE ROAD LEFT AND SIGN, THE COVE STATE PARK, TURN LEFT
 QD1597'AND GO WEST AND NORTH ON THE GRAVELED ROAD FOR 1.0 MILE TO A SIDE
 QD1597'ROAD LEFT AND ANOTHER SIGN, THE COVE STATE PARK, TURN LEFT AND
 QD1597'GO WEST AND NORTHWEST FOR 2.0 MILES TO A FORK, TAKE RIGHT FORK
 QD1597'AND CONTINUE DOWN-HILL, CROSSING THE CROOKED RIVER FOR A
 QD1597'DISTANCE OF 0.9 MILE TO THE ENTRANCE TO THE COVE STATE PARK
 QD1597'ON THE RIGHT.  CONTINUE ON THE MAIN TRAVELED ROAD FOR
 QD1597'0.8 MILE TO A T INTERSECTION AND SIGN GRANDVIEW LOOP, TURN
 QD1597'RIGHT AND GO NORTH AND WEST ON THE GRANDVIEW LOOP FOR 1.1 MILES
 QD1597'TO A FORK, TAKE RIGHT FORK AND GO WESTERLY FOR 0.7 MILE TO
 QD1597'THE DESCHUTES RIVER.  CROSS RIVER, TURN RIGHT AND FOLLOW
 QD1597'WINDING ROAD WESTERLY, UPGRADE, FOR 2.5 MILES TO THE SUMMIT AT
 QD1597'A ROAD FORKS AND SIGN, KEEP OREGON GREEN, TAKE LEFT FORK AND
 QD1597'FOLLOW MAIN TRAVELED ROAD WEST FOR 1.5 MILES TO A SIDE ROAD
 QD1597'LEFT AT A SIGN, GRANDVIEW LOOP SISTERS 26.  CONTINUE WEST
 QD1597'FOR 0.5 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO NORTH ON
 QD1597'THE TRACK ROAD FOR 1.0 MILE TO A GATE JUST SOUTH OF SOME
 QD1597'ABANDONED RANCH BUILDINGS, TURN RIGHT AND GO EAST ON THE SOUTH
 QD1597'SIDE OF THE FENCE FOR 0.5 MILE TO A DIM CROSSROAD, TURN LEFT
 QD1597'AND GO NORTH ON THE TRACK ROAD FOR 0.1 MILE TO THE AZIMUTH
 QD1597'MARK ON THE RIGHT.  CONTINUE NORTH ON THE TRACK ROAD FOR 0.55 MILE
 QD1597'TO THE STATION ON THE LEFT.
 QD1597'
 QD1597'NOTE--A METAL WITNESS POST WAS PLACED 3 FEET WEST OF THE STATION
 QD1597'MARK AND A METAL WITNESS POST WAS PLACED 3 FEET WEST OF THE
 QD1597'AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1599 ***********************************************************************
 QD1599  DESIGNATION -  DESERT AZ MK
 QD1599  PID         -  QD1599
 QD1599  STATE/COUNTY-  OR/JEFFERSON
 QD1599  USGS QUAD   -  ROUND BUTTE DAM (1992)
 QD1599
 QD1599                         *CURRENT SURVEY CONTROL
 QD1599  ___________________________________________________________________
 QD1599* NAD 83(1991)-  44 33 14.04513(N)    121 20 34.10416(W)     ADJUSTED  
 QD1599* NAVD 88     -       823.0    (meters)    2700.     (feet)  VERTCON   
 QD1599  ___________________________________________________________________
 QD1599  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 QD1599  GEOID HEIGHT-         -21.55  (meters)                     GEOID03
 QD1599  HORZ ORDER  -  THIRD
 QD1599
 QD1599.The horizontal coordinates were established by classical geodetic methods
 QD1599.and adjusted by the National Geodetic Survey in October 1991.
 QD1599
 QD1599.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1599.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1599
 QD1599.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1599
 QD1599.The geoid height was determined by GEOID03.
 QD1599
 QD1599;                    North         East     Units Scale Factor Converg.
 QD1599;SPC OR N     -    98,941.063 2,433,038.181   MT  0.99995175   -0 35 51.7
 QD1599;SPC OR N     -   324,609.79  7,982,408.73   iFT  0.99995175   -0 35 51.7
 QD1599;UTM  10      - 4,934,732.081   631,622.017   MT  0.99981305   +1 09 46.2
 QD1599
 QD1599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1599!SPC OR N     -   0.99987435  x   0.99995175  =   0.99982611
 QD1599!UTM  10      -   0.99987435  x   0.99981305  =   0.99968742
 QD1599
 QD1599:                Primary Azimuth Mark                     Grid Az
 QD1599:SPC OR N     -  DESERT                                   004 06 06.6
 QD1599:UTM  10      -  DESERT                                   002 20 28.7
 QD1599
 QD1599|---------------------------------------------------------------------|
 QD1599| PID    Reference Object                     Distance      Geod. Az  |
 QD1599|                                                           dddmmss.s |
 QD1599| QD1597 DESERT                              APPROX. 0.7 KM 0033014.9 |
 QD1599|---------------------------------------------------------------------|
 QD1599
 QD1599                          SUPERSEDED SURVEY CONTROL
 QD1599
 QD1599  NAD 83(1986)-  44 33 14.05354(N)    121 20 34.10454(W) AD(       ) 3
 QD1599  NAD 27      -  44 33 14.63000(N)    121 20 29.93200(W) AD(       ) 3
 QD1599  NGVD 29 (07/19/86)  821.9    (m)         2697.     (f) VERT ANG    3  
 QD1599
 QD1599.Superseded values are not recommended for survey control.
 QD1599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1599.See file dsdata.txt to determine how the superseded data were derived.
 QD1599
 QD1599_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ3162234732(NAD 83)
 QD1599_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QD1599_SETTING: 80 = SET IN A BOULDER
 QD1599_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QD1599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD1599+STABILITY: SURFACE MOTION
 QD1599
 QD1599  HISTORY     - Date     Condition        Report By
 QD1599  HISTORY     - 1946     MONUMENTED       CGS
 QD1599  HISTORY     - 1963     SEE DESCRIPTION  CGS
 QD1599
 QD1599                          STATION DESCRIPTION
 QD1599
 QD1599'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 QD1599'THE STATION IS LOCATED ABOUT 7.5 MILES, AIRLINE, WEST NORTHWEST
 QD1599'OF CULVER AND ABOUT 1.5 MILE NORTH OF THE DESERTED COMMUNITY OF
 QD1599'GRANDVIEW ON THE BENCHLAND BETWEEN THE METOLIUS AND THE DESCHUTES
 QD1599'RIVERS.  IT IS LOCALLY KNOWN AS LOWER DESERT.  IT IS 10 FEET EAST
 QD1599'OF THE CENTERLINE OF A TRACK ROAD AND 98.56 METERS NORTH OF THE
 QD1599'INTERSECTIONS OF THE CENTERLINES OF A DIRT CROSSROADS.  IT IS A
 QD1599'STANDARD DISK, STAMPED DESERT 1946, SET IN A DRILL HOLE IN A
 QD1599'BOULDER 8 INCHES IN DIAMETER.  IT IS FLUSH WITH THE SURFACE OF
 QD1599'THE GROUND.
 QD1599'
 QD1599'TO REACH THE STATION FROM THE RAILROAD DEPOT IN CULVER GO WEST
 QD1599'ON DIRT ROAD FOR 0.9 MILE.  TURN RIGHT, NORTH, AND GO 0.9 MILE TO
 QD1599'A T ROAD LEFT, TURN LEFT, WEST, AND GO 0.5 MILE.  TURN RIGHT,
 QD1599'NORTH, AND GO 0.5 MILE, TURN LEFT, WEST AND CONTINUE FOR 3 MILES TO
 QD1599'THE BRIDGE ACROSS THE CROOKED RIVER.  CONTINUE ON MAIN TRAVELED
 QD1599'ROAD FOR 0.8 MILE TO A FORKS AND SIGN GRANDVIEW LOOP.  TAKE
 QD1599'RIGHT FORK AND GO 1.8 MILES TO THE BRIDGE ACROSS THE DESCHUTES
 QD1599'RIVER.  CONTINUE ON MAIN ROAD, UPGRADE, FOR 2.55
 QD1599'MILES TO THE SUMMIT, KEEP LEFT ON MAIN ROAD AND CONTINUE FOR
 QD1599'1.5 MILES TO A T ROAD SOUTH.  KEEP STRAIGHT AHEAD, WEST, AND GO
 QD1599'0.5 MILE TO A T ROAD RIGHT.  TURN RIGHT, NORTH, AND GO 1 MILE
 QD1599'TO A DESERTED RANCH HOUSE.  TURN RIGHT, EAST, AND GO 0.5 MILE TO
 QD1599'A CROSSROADS, TURN LEFT, NORTH AND GO 0.1 MILE TO THE STATION
 QD1599'ON THE RIGHT AS DESCRIBED.
 QD1599
 QD1599                          STATION RECOVERY (1963)
 QD1599
 QD1599'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FN)
 QD1599'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  ROADS
 QD1599'HAVE CHANGED AND A METAL WITNESS POST WAS PLACED 3 FEET WEST OF
 QD1599'THE STATION MARK.  A NEW TO REACH FOLLOWS.
 QD1599'
 QD1599'TO REACH THE STATION FROM THE CULVER POST OFFICE GO WEST ON C
 QD1599'STREET AND THE MACADAM ROAD FOR 0.9 MILE TO A T ROAD INTERSECTION,
 QD1599'TURN RIGHT AND GO NORTH ON THE MACADAM ROAD FOR 0.9 MILE TO A SIDE
 QD1599'ROAD LEFT AND SIGN, THE COVE STATE PARK, TURN LEFT AND GO WEST
 QD1599'AND NORTH ON THE GRAVELED ROAD FOR 1.0 MILE TO A SIDE ROAD LEFT
 QD1599'AND ANOTHER SIGN, THE COVE STATE PARK, TURN LEFT AND GO WEST AND
 QD1599'NORTHWEST FOR 2.0 MILES TO A FORK, TAKE RIGHT FORK AND CONTINUE
 QD1599'DOWN-HILL, CROSSING THE CROOKED RIVER BRIDGE FOR A DISTANCE OF
 QD1599'0.9 MILE TO THE ENTRANCE TO THE COVE STATE PARK ON THE
 QD1599'RIGHT.  CONTINUE ON THE MAIN TRAVELED ROAD FOR 0.8 MILE TO A
 QD1599'T INTERSECTION AND SIGN, GRANDVIEW LOOP, TURN RIGHT AND GO
 QD1599'NORTH AND WEST ON THE GRANDVIEW LOOP FOR 1.1 MILES TO A FORK,
 QD1599'TAKE RIGHT FORK AND GO WESTERLY FOR 0.7 MILE TO THE BRIDGE ACROSS
 QD1599'THE DESCHUTES RIVER.  CROSS BRIDGE, TURN RIGHT AND FOLLOW
 QD1599'WINDING ROAD WESTERLY, UPGRADE, FOR 2.5 MILES TO THE SUMMIT AT A
 QD1599'ROAD FORKS AND SIGN, KEEP OREGON GREEN, TAKE LEFT FORK AND
 QD1599'FOLLOW MAIN TRAVELED ROAD WEST FOR 1.5 MILES TO A SIDE
 QD1599'ROAD LEFT AT A SIGN, GRANDVIEW LOOP SISTERS 26.  CONTINUE WEST
 QD1599'FOR 0.5 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO NORTH ON
 QD1599'THE TRACK ROAD FOR 1.0 MILE TO A GATE JUST SOUTH OF SOME
 QD1599'ABANDONED RANCH BUILDINGS, TURN RIGHT AND GO EAST ON THE
 QD1599'SOUTH SIDE OF THE FENCE FOR 0.5 MILE TO A DIM CROSSROAD, TURN
 QD1599'LEFT AND GO NORTH ON THE TRACK ROAD FOR 0.1 MILE TO THE STATION
 QD1599'ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0922 ***********************************************************************
 QC0922  DESIGNATION -  DESOLATION BUTTE LOT
 QC0922  PID         -  QC0922
 QC0922  STATE/COUNTY-  OR/GRANT
 QC0922  USGS QUAD   -  DESOLATION BUTTE (1995)
 QC0922
 QC0922                         *CURRENT SURVEY CONTROL
 QC0922  ___________________________________________________________________
 QC0922* NAD 83(1991)-  44 51 01.79147(N)    118 39 52.14055(W)     ADJUSTED  
 QC0922* NAVD 88     -              **(meters)            **(feet)            
 QC0922  ___________________________________________________________________
 QC0922  LAPLACE CORR-           5.17  (seconds)                    DEFLEC99
 QC0922  GEOID HEIGHT-         -17.20  (meters)                     GEOID03
 QC0922  HORZ ORDER  -  THIRD
 QC0922
 QC0922.The horizontal coordinates were established by classical geodetic methods
 QC0922.and adjusted by the National Geodetic Survey in October 1991.
 QC0922
 QC0922
 QC0922.The Laplace correction was computed from DEFLEC99 derived deflections.
 QC0922
 QC0922.The geoid height was determined by GEOID03.
 QC0922
 QC0922;                    North         East     Units Scale Factor Converg.
 QC0922;SPC OR N     -   133,197.049 2,645,074.983   MT  0.99990992   +1 18 06.2
 QC0922;SPC OR N     -   436,998.19  8,678,067.53   iFT  0.99990992   +1 18 06.2
 QC0922;UTM  11      - 4,967,690.379   368,472.408   MT  0.99981273   -1 10 26.6
 QC0922
 QC0922                          SUPERSEDED SURVEY CONTROL
 QC0922
 QC0922  NAD 83(1986)-  44 51 01.79652(N)    118 39 52.13586(W) AD(       ) 4
 QC0922  NAD 27      -  44 51 02.24083(N)    118 39 48.26036(W) AD(       ) 3
 QC0922
 QC0922.Superseded values are not recommended for survey control.
 QC0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0922.See file dsdata.txt to determine how the superseded data were derived.
 QC0922
 QC0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK6847267690(NAD 83)
 QC0922
 QC0922  HISTORY     - Date     Condition        Report By
 QC0922  HISTORY     - 1936     MONUMENTED       USFS
 QC0922  HISTORY     - 1938     SEE DESCRIPTION  USGS
 QC0922
 QC0922                          STATION DESCRIPTION
 QC0922
 QC0922'DESCRIBED BY US FOREST SERVICE 1936
 QC0922'THIS INTERSECTION STATION IS THE CENTER OF THE 50-FOOT STEEL
 QC0922'LOOKOUT TOWER ON DESOLATION BUTTE, A HIGH POINT ON A LONG RIDGE,
 QC0922'TO THE E OF DESOLATION CREEK AND ABOUT 10 MILES AIR LINE NE OF
 QC0922'SUSANVILLE.
 QC0922
 QC0922                          STATION RECOVERY (1938)
 QC0922
 QC0922'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1938
 QC0922'STATION MARK IS A U.S.G.S. STANDARD DISK CEMENTED IN A BOULDER
 QC0922'UNDER THE CENTER OF THE TOWER AND STAMPED DESOLATION 1938.
 QC0922'
 QC0922'TWO U.S.G.S. REFERENCE DISKS WERE ESTABLISHED.
 QC0922'
 QC0922'REFERENCE MARK NO.1 IS CEMENTED IN CONCRETE PIER AT NE CORNER OF
 QC0922'LOOKOUT TOWER, 9.08 FEET DISTANT FROM STATION.
 QC0922'
 QC0922'REFERENCE MARK NO.2 IS CEMENTED INTO NATIVE ROCK, 68.35 FEET E
 QC0922'FROM STATION.
 QC0922'
 QC0922'REACHED BY BRANCH ROAD OFF DALE-GRANITE ROAD.
 QC0922'
 QC0922'U.S.F.S. POSITION OF THIS TOWER WAS NOT CHECKED BY U.S.G.S. WHICH
 QC0922'HAS IT ABOUT 0.7 IN LESS IN LATITUDE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2020 ***********************************************************************
 QE2020  DESIGNATION -  DEVER
 QE2020  PID         -  QE2020
 QE2020  STATE/COUNTY-  OR/LINN
 QE2020  USGS QUAD   -  ALBANY (1975)
 QE2020
 QE2020                         *CURRENT SURVEY CONTROL
 QE2020  ___________________________________________________________________
 QE2020* NAD 83(1991)-  44 42 48.14248(N)    123 05 20.70589(W)     ADJUSTED  
 QE2020* NAVD 88     -        61.83   (+/-2cm)     202.9    (feet)  VERTCON   
 QE2020  ___________________________________________________________________
 QE2020  LAPLACE CORR-          -5.16  (seconds)                    DEFLEC99
 QE2020  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 QE2020  HORZ ORDER  -  THIRD
 QE2020  VERT ORDER  -  THIRD ? (See Below)
 QE2020
 QE2020.The horizontal coordinates were established by classical geodetic methods
 QE2020.and adjusted by the National Geodetic Survey in October 1991.
 QE2020
 QE2020.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE2020.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE2020.The vertical order pertains to the NGVD 29 superseded value.
 QE2020
 QE2020.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2020
 QE2020.The geoid height was determined by GEOID03.
 QE2020
 QE2020;                    North         East     Units Scale Factor Converg.
 QE2020;SPC OR N     -   119,598.674 2,294,893.915   MT  0.99992597   -1 50 10.1
 QE2020;SPC OR N     -   392,384.10  7,529,179.51   iFT  0.99992597   -1 50 10.1
 QE2020;UTM  10      - 4,951,114.425   492,943.824   MT  0.99960061   -0 03 45.6
 QE2020
 QE2020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2020!SPC OR N     -   0.99999390  x   0.99992597  =   0.99991987
 QE2020!UTM  10      -   0.99999390  x   0.99960061  =   0.99959451
 QE2020
 QE2020|---------------------------------------------------------------------|
 QE2020| PID    Reference Object                     Distance      Geod. Az  |
 QE2020|                                                           dddmmss.s |
 QE2020| CE1411 DEVER RM 2                           23.760 METERS 13417     |
 QE2020| CE1410 DEVER RM 1                            7.913 METERS 34807     |
 QE2020| CD9596 G 140                                              3514143.4 |
 QE2020|---------------------------------------------------------------------|
 QE2020
 QE2020                          SUPERSEDED SURVEY CONTROL
 QE2020
 QE2020  NAD 83(1986)-  44 42 48.16681(N)    123 05 20.72531(W) AD(       ) 3
 QE2020  NAD 27      -  44 42 48.72924(N)    123 05 16.38222(W) AD(       ) 3
 QE2020  NGVD 29 (07/19/86)   60.82   (m)          199.5    (f) LEVELING    3  
 QE2020
 QE2020.Superseded values are not recommended for survey control.
 QE2020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2020.See file dsdata.txt to determine how the superseded data were derived.
 QE2020
 QE2020_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ9294451114(NAD 83)
 QE2020_MARKER: DS = TRIANGULATION STATION DISK
 QE2020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE2020
 QE2020  HISTORY     - Date     Condition        Report By
 QE2020  HISTORY     - 1945     MONUMENTED       CGS
 QE2020  HISTORY     - 1958     GOOD             BPA
 QE2020  HISTORY     - 1981     GOOD             NGS
 QE2020
 QE2020                          STATION DESCRIPTION
 QE2020
 QE2020'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (ANS)
 QE2020'STATION IS 4 MILES W OF JEFFERSON AND 5-1/2 MILES NNE OF ALBANY,
 QE2020'ON THE RIGHT-OF-WAY OF THE OREGON ELECTRIC RAILWAY.  IT IS 0.65
 QE2020'MILE S OF THE HIGHWAY CROSSING AT DEVER STATION, ALONG THE W SIDE
 QE2020'OF THE RAILROAD TRACKS, AND ABOUT 20 YARDS N OF A NARROWING IN THE
 QE2020'RIGHT-OF-WAY.  IT IS 4.3 FEET E OF A N-S WIRE FENCE, 64.2 FEET N
 QE2020'OF THE SW FENCE CORNER, AND 91.7 FEET W OF THE W RAIL OF THE
 QE2020'RAILROAD TRACKS.
 QE2020'
 QE2020'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A CONCRETE
 QE2020'POST AND IS STAMPED DEVER 1945.
 QE2020'
 QE2020'REFERENCE MARK 1 IS 3.85 FEET E OF THE N-S FENCE AND 92.2 FEET
 QE2020'W OF THE W RAIL OF THE RAILROAD TRACKS.  IT IS STAMPED DEVER NO 1
 QE2020'1945.  R.M.S 1 AND 2 ARE BRONZE REFERENCE DISKS IN CONCRETE
 QE2020'POSTS.  REF. MARK 2 IS 1.5 FEET N OF AN E-W WIRE FENCE AT A
 QE2020'T-FENCE INTERSECTION FROM THE S.  IT IS 50 FEET E OF THE SW FENCE
 QE2020'CORNER, 46.8 FEET W OF THE W RAIL OF THE RAILROAD TRACKS, AND
 QE2020'3.3 FEET E OF A WITNESS POST.  IT IS STAMPED DEVER NO 2 1945.
 QE2020'
 QE2020'AZIMUTH MARK IS A U.S.E. BENCH MARK LOCATED AT THE RAILROAD
 QE2020'CROSSING AT DEVER STATION.  IT IS 13.5 FEET N OF THE CENTER OF THE
 QE2020'GRAVEL ROAD, 5.63 FEET W OF THE W RAIL OF THE RAILROAD TRACKS, AND
 QE2020'7 FEET SSE OF THE RAILROAD-CROSSING SIGN.  IT IS 4 FEET SE OF A
 QE2020'2- BY 2-INCH WITNESS POST.  IT IS A STANDARD U.S.E. TRIANGULATION
 QE2020'STATION DISK SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE POST
 QE2020'FLUSH WITH THE GROUND.  THE DISK IS STAMPED G 140 1944.
 QE2020'
 QE2020'TO REACH THE STATION FROM THE W APPROACH TO THE BRIDGE CROSSING
 QE2020'THE SANTIAM RIVER AT JEFFERSON, GO SW ON U.S. HIGHWAY 99E, TOWARDS
 QE2020'ALBANY, FOR 2.6 MILES.  AT ROAD SIGN DEVER 3, CONNERS SCHOOL 2
 QE2020'TURN RIGHT (W) ONTO GRAVEL ROAD.  FOLLOW WINDING ROAD N AND W FOR
 QE2020'1.95 MILES TO ROAD SIGN DEVER SCHOOL WHERE ROAD TURN LEFT
 QE2020'(W).  CONTINUE W ON GRAVEL ROAD FOR 1.0 MILE TO RAILROAD TRACKS
 QE2020'AND AZIMUTH MARK.  CROSS THE TRACKS AND TURN LEFT (S) ALONG THE
 QE2020'W RIGHT-OF-WAY FOR 0.65 MILE AND THE STATION.
 QE2020
 QE2020                          STATION RECOVERY (1958)
 QE2020
 QE2020'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1958
 QE2020'THE AZIMUTH MARK WAS NOT FOUND, BELIEVE THAT IT IS BENEATH
 QE2020'BLACKTOP PAVEMENT ON COUNTY ROAD.
 QE2020'
 QE2020'THE ROAD IS BLACKTOPPED FROM THE OLD HIGHWAY, U.S. 99E.
 QE2020'
 QE2020'THE STATION IS 0.4 MILE SOUTH ALONG THE WEST RIGHT OF WAY FROM
 QE2020'THE COUNTY ROAD.
 QE2020
 QE2020                          STATION RECOVERY (1981)
 QE2020
 QE2020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 QE2020'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 QE2020'CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT WAS NOT
 QE2020'RECOVERED.  A NEW AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.  THE
 QE2020'DISTANCE TO RM 1 DIFFERS BY 11 MILIMETERS WHILE THE DISTANCE TO RM 2
 QE2020'DIFFERS BY ONLY 3 MILIMETERS.
 QE2020'
 QE2020'THE STATION IS LOCATED ABOUT 8.8 KILOMETERS NORTH-NORTHEAST OF
 QE2020'ALBANY, 6.4 KILOMETERS WEST OF JEFFERSON ON RAILROAD RIGHT OF WAY.
 QE2020'
 QE2020'TO REACH THE STATION FROM THE SOUTH BOUND I-5, DEVER OFFRAMP, GO WEST
 QE2020'ON DEVER CONNER RD FOR 0.7 MILES TO A T JUNCTION, TURN LEFT AND GO
 QE2020'0.2 MILE TO A CROSSROAD, TURN RIGHT AND GO 1.0 MILE TO A RAILROAD
 QE2020'CROSSING CONTINUE EAST ABOUT 30 METERS, TURN LEFT ON POWERLINE ROAD
 QE2020'AND GO .45 MILE TO END OF ROAD AT A FENCE AND MARK ON THE RIGHT.  A 4
 QE2020'WHEEL DRIVE IS NEEDED FOR THE LAST 0.3 MILE DURING WET WEATHER.
 QE2020'
 QE2020'THE STATION IS A STANDARD US COAST AND GEODETIC SURVEY (NOW NOS) DISK
 QE2020'STAMPED---DEVER 1945---SET INTO THE TOP OF A SQUARE CONCRETE
 QE2020'MONUMENT 25 CM (9.8 INCHES) ON SIDE PROJECTING 5 CM (2.0 INCHES)
 QE2020'ABOVE THE GROUND LOCATED 28.80 METERS (94.5 FEET) W FROM THE
 QE2020'CENTERLINE OF THE TRACKS, 22.0 METERS (72 FEET) N FROM A FENCE
 QE2020'CORNER, 1.1 METERS (4 FEET) E FROM A FENCE, AND .27 METER (0.9 FOOT)
 QE2020'E FROM A METAL WITNESS POST.
 QE2020'
 QE2020'REFERENCE MARK NO. 2 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 QE2020'NOS) DISK STAMPED---DEVER NO 1 1945---SET INTO THE TOP OF A SQUARE
 QE2020'CONCRETE MONUMENT 24 CM (9.4 INCHES) ON SIDE PROJECTING 10 CM (3.9
 QE2020'INCHES) ABOVE THE GROUND LOCATED 29.0 METERS (95 FEET) W FROM THE
 QE2020'CENTERLINE OF TRACKS, 7.9 METERS (26 FEET) N FROM A METAL WITNESS
 QE2020'POST, 0.85 METER (2.8 FEET) E FROM A FENCE, AND 0.1 METER (0.3 FOOT)
 QE2020'HIGHER THAN THE STATION.
 QE2020'
 QE2020'REFERENCE MARK NO. 2 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 QE2020'NOS) DISK STAMPED---DEVER NO 2 1945---SET INTO THE TOP OF A SQUARE
 QE2020'CONCRETE MONUMENT 24 CM (9.4 INCHES) ON SIDE PROJECTING 10 CM (3.9
 QE2020'INCHES) ABOVE THE GROUND LOCATED 11.0 METERS (36 FEET) W FROM THE
 QE2020'CENTERLINE OF THE TRACK, 5.5 METERS (18 FEET) N FROM A FENCE CORNER,
 QE2020'.27 METER (0.9 FOOT) N FROM A METAL WITNESS POST, AND 0.3 METER (1
 QE2020'FOOT) LOWER THAN THE STATION.
 QE2020'
 QE2020'AZIMUTH MARK NO. 2 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 QE2020'STAMPED---DEVER 1945 1981---SET INTO THE TOP OF A ROUND CONCRETE
 QE2020'MONUMENT 25 CM (9.8 INCHES) IN DIAMETER PROJECTING 10 CM (3.9 INCHES)
 QE2020'ABOVE THE GROUND LOCATED 35 METERS (115 FEET) SSE FROM THE SE CORNER
 QE2020'OF DEVER CONNER COMMUNITY CHURCH, 8.2 METERS (27 FEET) S FROM THE
 QE2020'CENTERLINE OF ROAD, 1.70 METERS (5.6 FEET) NW FROM THE NORTHWEST
 QE2020'CORNER OF A CONCRETE SUBMERGED WELL, AND 0.50 METER (1.6 FEET) E FROM
 QE2020'A METAL WITNESS POST.
 QE2020'
 QE2020'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON TRACK RD 0.45
 QE2020'MILE, TURN LEFT ON PAVED RD AND GO 0.2 MILE TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2204 ***********************************************************************
 RC2204  DESIGNATION -  DEVIL
 RC2204  PID         -  RC2204
 RC2204  STATE/COUNTY-  OR/WASCO
 RC2204  USGS QUAD   -  MAUPIN (1996)
 RC2204
 RC2204                         *CURRENT SURVEY CONTROL
 RC2204  ___________________________________________________________________
 RC2204* NAD 83(1991)-  45 13 25.98231(N)    121 07 07.42591(W)     ADJUSTED  
 RC2204* NAVD 88     -       500.6    (meters)    1642.     (feet)  VERTCON   
 RC2204  ___________________________________________________________________
 RC2204  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 RC2204  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 RC2204  HORZ ORDER  -  SECOND
 RC2204
 RC2204.The horizontal coordinates were established by classical geodetic methods
 RC2204.and adjusted by the National Geodetic Survey in October 1991.
 RC2204
 RC2204.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC2204.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC2204
 RC2204.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2204
 RC2204.The geoid height was determined by GEOID03.
 RC2204
 RC2204;                    North         East     Units Scale Factor Converg.
 RC2204;SPC OR N     -   173,226.198 2,451,411.080   MT  0.99989504   -0 26 19.7
 RC2204;SPC OR N     -   568,327.42  8,042,687.27   iFT  0.99989504   -0 26 19.7
 RC2204;UTM  10      - 5,009,543.095   647,694.160   MT  0.99986821   +1 20 08.5
 RC2204
 RC2204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2204!SPC OR N     -   0.99992487  x   0.99989504  =   0.99981992
 RC2204!UTM  10      -   0.99992487  x   0.99986821  =   0.99979309
 RC2204
 RC2204|---------------------------------------------------------------------|
 RC2204| PID    Reference Object                     Distance      Geod. Az  |
 RC2204|                                                           dddmmss.s |
 RC2204| CF4287 DEVIL RM 1                           15.300 METERS 14144     |
 RC2204| CF4288 DEVIL RM 2                           16.650 METERS 20242     |
 RC2204| RC2202 DEVIL AZ MK 2                       APPROX. 0.7 KM 2135659.5 |
 RC2204| RC2208 DEVIL AZ MK 2 RESET                 APPROX. 0.7 KM 2155742.4 |
 RC2204| RC2209 DEVIL AZ MK 3                       APPROX. 0.7 KM 2170407.9 |
 RC2204|---------------------------------------------------------------------|
 RC2204
 RC2204                          SUPERSEDED SURVEY CONTROL
 RC2204
 RC2204  NAD 83(1986)-  45 13 25.99695(N)    121 07 07.42302(W) AD(       ) 2
 RC2204  NAD 27      -  45 13 26.56800(N)    121 07 03.19200(W) AD(       ) 2
 RC2204  NGVD 29 (07/19/86)  499.6    (m)         1639.     (f) VERT ANG    3  
 RC2204
 RC2204.Superseded values are not recommended for survey control.
 RC2204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2204.See file dsdata.txt to determine how the superseded data were derived.
 RC2204
 RC2204_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR4769409543(NAD 83)
 RC2204_MARKER: DS = TRIANGULATION STATION DISK
 RC2204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC2204
 RC2204  HISTORY     - Date     Condition        Report By
 RC2204  HISTORY     - 1946     MONUMENTED       CGS
 RC2204  HISTORY     - 1962     GOOD             CGS
 RC2204  HISTORY     - 1965     GOOD             CGS
 RC2204  HISTORY     - 1965     GOOD             CGS
 RC2204  HISTORY     - 1969     GOOD             CGS
 RC2204  HISTORY     - 1971     GOOD             NGS
 RC2204
 RC2204                          STATION DESCRIPTION
 RC2204
 RC2204'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 RC2204'ABOUT 2.5 MILES, AIRLINE, SOUTHEAST OF TYGH VALLEY AND 4 MILES,
 RC2204'AIRLINE, NORTH-NORTHEAST OF MAUPIN ON THE EAST CANYON WALL OF
 RC2204'THE WHITE RIVER.  IT IS ON THE FLAT ROCK GROUND 0.5 MILE EAST OF
 RC2204'STATE HIGHWAY 23, 110 FEET SOUTH OF THE NORTH EDGE OF THE CLIFF
 RC2204'AND ABOUT 200 FEET WEST OF THE MOST WESTERLY OF TWO JUNIPER
 RC2204'TREES.  IT IS STAMPED DEVIL 1946 AND PROJECTS 8 INCHES.
 RC2204'
 RC2204'REFERENCE MARK NO. 1 IS ABOUT 10 INCHES LOWER THAN THE
 RC2204'STATION.  IT IS STAMPED DEVIL NO 2 1946 AND PROJECTS 3 INCHES.
 RC2204'
 RC2204'REFERENCE MARK NO. 2 IS THE SAME ELEVATION AS THE STATION.  IT IS
 RC2204'STAMPED DEVIL NO 2 1946 AND PROJECTS 6 INCHES.
 RC2204'
 RC2204'AZIMUTH MARK IS 23 FEET SOUTH OF AN EAST-WEST GRAVEL ROAD, 6 FEET
 RC2204'SOUTHWEST OF A HIGHWAY STOP SIGN, 12.5 FEET EAST OF THE EAST END
 RC2204'OF A WOODEN GATE, AND 36 FEET WEST OF THE CENTER LINE OF STATE
 RC2204'HIGHWAY 23.  IT IS STAMPED DEVIL 1946 AND PROJECTS 8 INCHES.
 RC2204'
 RC2204'REACHED FROM THE POST OFFICE IN MAUPIN, BY GOING WEST ON STATE
 RC2204'HIGHWAYS 23 AND 50 FOR 2.6 MILES TO A FORK.  TAKE RIGHT FORK, STATE
 RC2204'HIGHWAY 23, AND GO 3.3 MILES TO A SIDE ROAD RIGHT.* TAKE SIDE
 RC2204'ROAD RIGHT AND GO 0.45 MILE TO A FARM ON THE LEFT.  TURN LEFT
 RC2204'INTO FARM YARD AND GO 0.05 MILE TO THE GATE AT THE NORTHWEST
 RC2204'CORNER OF THE BARN YARD.  GO THRU GATE AND GO 0.5 MILE ACROSS
 RC2204'FIELD TO THE NORTHWEST CORNER, HERE BEAR RIGHT AND GO 0.15 MILE
 RC2204'TO THE STATION AS DESCRIBED.
 RC2204'
 RC2204'*FROM THIS POINT CONTINUE ON STATE HIGHWAY 23 FOR 0.3 MILE TO
 RC2204'THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 RC2204
 RC2204                          STATION RECOVERY (1962)
 RC2204
 RC2204'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (FN)
 RC2204'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION AS DESCRIBED.
 RC2204'
 RC2204'REACHED FROM THE POST OFFICE AT MAUPIN, GO WEST ON U.S. HIGHWAY
 RC2204'197 FOR ABOUT 2.5 MILES TO THE JUNCTION WITH STATE HIGHWAY 216,
 RC2204'KEEP RIGHT, GO NORTH ON U.S. HIGHWAY 197 FOR ABOUT 3.5 MILES TO
 RC2204'A T-ROAD ON THE LEFT AND DEVIL AZIMUTH, CONTINUE AHEAD NORTH ON
 RC2204'THE HIGHWAY FOR ABOUT 0.2 MILE, FROM HERE PACK EAST ABOUT 0.3
 RC2204'MILE TO THE STATION.
 RC2204
 RC2204                          STATION RECOVERY (1965)
 RC2204
 RC2204'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (PAS)
 RC2204'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 RC2204'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 RC2204'DESTROYED TO PROVIDE ROOM FOR HIGHWAY IMPROVEMENT.  A NEW AZIMUTH
 RC2204'MARK WAS ESTABLISHED.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 RC2204'
 RC2204'THE STATION IS ABOUT 4-1/2 MILES, AIRLINE, NORTH OF MAUPIN IN
 RC2204'PASTURE LAND.
 RC2204'
 RC2204'TO REACH THE STATION FROM THE MAUPIN POST OFFICE GO WESTERLY ON
 RC2204'U.S. HIGHWAY 197 FOR 2.7 MILES TO THE JUNCTION WITH STATE HIGHWAY
 RC2204'216, CONTINUE NORTHWEST ON U.S. HIGHWAY 197 AND STATE HIGHWAY 216
 RC2204'FOR 3.4 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH ON
 RC2204'THE HIGHWAY FOR 0.3 TO A POINT WHERE THE HIGHWAY STARTS DOWN
 RC2204'GRADE AND THE END OF TRUCK TRAVEL.  FROM HERE PACK EAST FOR ABOUT
 RC2204'1/4 MILE, GAINING VERY LITTLE ELEVATION, TO THE STATION.
 RC2204'
 RC2204'THE STATION MARK, STAMPED DEVIL 1946, IS A STANDARD DISK SET IN
 RC2204'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 6
 RC2204'INCHES.  IT IS 250 FEET SOUTHWEST OF A LONE JUNIPER TREE, 110
 RC2204'FEET SOUTH OF THE NORTH EDGE OF THE ROCK CLIFF AND 18 INCHES
 RC2204'NORTH OF A WITNESS POST.
 RC2204'
 RC2204'REFERENCE MARK NO. 1, STAMPED DEVIL NO 1 1946, IS A STANDARD DISK
 RC2204'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 2 INCHES.  IT
 RC2204'IS 49 FEET SOUTHEAST OF THE WITNESS POST AND 1 FOOT BELOW STATION
 RC2204'ELEVATION.
 RC2204'
 RC2204'REFERENCE MARK NO. 2, STAMPED DEVIL NO 2 1946, IS A STANDARD DISK
 RC2204'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 4 INCHES.  IT
 RC2204'IS 53 FEET SOUTH-SOUTHWEST OF THE WITNESS POST AND THE SAME
 RC2204'ELEVATION AS THE STATION.
 RC2204'
 RC2204'THE AZIMUTH MARK, STAMPED DEVIL 1946 1965, IS A STANDARD DISK
 RC2204'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 RC2204'2 INCHES.  IT IS 85 FEET SOUTHEAST OF POWER POLE E 20, WHERE THE
 RC2204'POWER LINE FORMS A RIGHT ANGLE, 53 FEET WEST OF THE CENTER OF
 RC2204'THE HIGHWAY, 52 FEET SOUTH OF THE CENTER OF A GRAVELED SIDE ROAD,
 RC2204'39 FEET EAST OF A RIGHT-OF-WAY FENCE AND 0.5 FOOT NORTH OF A
 RC2204'METAL WITNESS POST.
 RC2204
 RC2204                          STATION RECOVERY (1965)
 RC2204
 RC2204'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (PAS)
 RC2204'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 RC2204'WERE RECOVERED AND FOUND IN GOOD CONDITION.  A NEW AZIMUTH MARK
 RC2204'WAS ESTABLISHED.  SEE DESCRIPTION TO TRIANGULATION STATION DEVIL
 RC2204'AZIMUTH MARK.  A NEW TO REACH AND A NEW BOX SCORE FOLLOWS.
 RC2204'
 RC2204'TO REACH THE STATION FROM THE TYGH VALLEY POST OFFICE GO SOUTHEAST
 RC2204'ON THE MACADAM ROAD FOR 1.8 MILES TO U.S. HIGHWAY 197, TURN RIGHT
 RC2204'AND CONTINUE SOUTHEAST ON U.S. HIGHWAY 197 FOR 2.0 MILES TO THE
 RC2204'END OF TRUCK TRAVEL FROM HERE CROSS RIGHT-OF-WAY FENCE AND PACK
 RC2204'EAST ACROSS PASTURE FOR ABOUT 0.2 MILE TO THE STATION.
 RC2204
 RC2204                          STATION RECOVERY (1969)
 RC2204
 RC2204'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 RC2204'THE STATION MARK, STAMPED DEVIL 1946, REFERENCE MARK NO. 1,
 RC2204'STAMPED DEVIL NO 1 1946, REFERENCE MARK NO. 2, STAMPED DEVIL NO 2
 RC2204'1946, AND THE AZIMUTH MARK, STAMPED DEVIL 1946 1965 WERE RECOVERED
 RC2204'AS DESCRIBED BY P.A.S. IN 1965.
 RC2204'
 RC2204'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RC2204'4-1/2 MILES NORTH OF MAUPIN.
 RC2204
 RC2204                          STATION RECOVERY (1971)
 RC2204
 RC2204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 RC2204'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2
 RC2204'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  A NEW AZIMUTH MARK
 RC2204'WAS ESTABLISHED.  SEE DESCRIPTION FOR TRIANGULATION STATION DEVIL
 RC2204'AZIMUTH MARK.  THE STATION IS ON RANGE LAND OWNED BY MR. GLENN
 RC2204'CHASTAIN.
 RC2204'
 RC2204'THE DISTANCE BETWEEN R.M. 1, AND R.M. NO. 2 IS 53.34 FEET OR
 RC2204'16.258 METERS.
 RC2204'
 RC2204'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RC2204'4 MILES SOUTHEAST OF TYGH VALLEY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC1082 ***********************************************************************
 PC1082  DESIGNATION -  DEVIL
 PC1082  PID         -  PC1082
 PC1082  STATE/COUNTY-  OR/DOUGLAS
 PC1082  USGS QUAD   -  DEVILS GRAVEYARD (1990)
 PC1082
 PC1082                         *CURRENT SURVEY CONTROL
 PC1082  ___________________________________________________________________
 PC1082* NAD 83(1991)-  43 43 00.14853(N)    123 40 45.56154(W)     ADJUSTED  
 PC1082* NAVD 88     -       576.2    (meters)    1890.     (feet)  VERTCON   
 PC1082  ___________________________________________________________________
 PC1082  LAPLACE CORR-           4.61  (seconds)                    DEFLEC99
 PC1082  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 PC1082  HORZ ORDER  -  FIRST
 PC1082
 PC1082.The horizontal coordinates were established by classical geodetic methods
 PC1082.and adjusted by the National Geodetic Survey in October 1991.
 PC1082
 PC1082.The NAVD 88 height was computed by applying the VERTCON shift value to
 PC1082.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PC1082
 PC1082.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC1082
 PC1082.The geoid height was determined by GEOID03.
 PC1082
 PC1082;                    North         East     Units Scale Factor Converg.
 PC1082;SPC OR S     -   232,590.671 1,243,865.263   MT  0.99994034   -2 10 30.5
 PC1082;SPC OR S     -   763,092.75  4,080,922.78   iFT  0.99994034   -2 10 30.5
 PC1082;UTM  10      - 4,840,633.198   445,277.374   MT  0.99963683   -0 28 10.2
 PC1082
 PC1082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC1082!SPC OR S     -   0.99991333  x   0.99994034  =   0.99985368
 PC1082!UTM  10      -   0.99991333  x   0.99963683  =   0.99955019
 PC1082
 PC1082|---------------------------------------------------------------------|
 PC1082| PID    Reference Object                     Distance      Geod. Az  |
 PC1082|                                                           dddmmss.s |
 PC1082| CD8449 DEVIL RM 1                            6.799 METERS 03559     |
 PC1082| CD8448 DEVIL AZ MK                                        1592401.1 |
 PC1082| CD8450 DEVIL RM 2                            8.454 METERS 16113     |
 PC1082| CD8451 DEVIL RM 3                            5.713 METERS 18030     |
 PC1082| PC1069 SCARE MTN LOOKOUT TOWER             APPROX. 6.6 KM 3401204.7 |
 PC1082| CD8452 DEVIL RM 4                            7.133 METERS 35024     |
 PC1082|---------------------------------------------------------------------|
 PC1082
 PC1082                          SUPERSEDED SURVEY CONTROL
 PC1082
 PC1082  NAD 83(1986)-  43 43 00.15434(N)    123 40 45.59890(W) AD(       ) 1
 PC1082  NAD 27      -  43 43 00.72746(N)    123 40 41.24175(W) AD(       ) 1
 PC1082  NGVD 29 (07/19/86)  575.1    (m)         1887.     (f) VERT ANG    3  
 PC1082
 PC1082.Superseded values are not recommended for survey control.
 PC1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC1082.See file dsdata.txt to determine how the superseded data were derived.
 PC1082
 PC1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP4527740633(NAD 83)
 PC1082_MARKER: DS = TRIANGULATION STATION DISK
 PC1082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC1082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PC1082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC1082+STABILITY: SURFACE MOTION
 PC1082
 PC1082  HISTORY     - Date     Condition        Report By
 PC1082  HISTORY     - 1953     MONUMENTED       CGS
 PC1082  HISTORY     - 1966     GOOD             CGS
 PC1082  HISTORY     - 1971     GOOD             NGS
 PC1082
 PC1082                          STATION DESCRIPTION
 PC1082
 PC1082'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 PC1082'THE STATION IS LOCATED ABOUT 8 MILES NORTHWEST OF ELKTON AND
 PC1082'ABOUT 8 MILES NORTHEAST OF SCOTTSBURG ON THE HIGHEST POINT OF A
 PC1082'PROMINENT RIDGE THAT HAS BEEN BURNT OVER LEAVING A FEW GREEN TREES
 PC1082'ON THE SUMMIT.
 PC1082'
 PC1082'TO REACH THE STATION FROM ELKTON, GO WESTERLY ON STATE HIGHWAY 58
 PC1082'FOR 13.3 MILES TO A GRAVEL ROAD RIGHT.  (WEATHERLY CREEK
 PC1082'ROAD).  TURN RIGHT, GO 0.6 MILE TO A FORK.  TURN LEFT, GO 3.4
 PC1082'MILES TO A FORK.  TURN RIGHT, GO 0.9 MILE TO A FORK.  TURN RIGHT,
 PC1082'GO 0.1 MILE TO A FORK.  TURN RIGHT, GO 0.25 MILE TO A FORK.  TURN
 PC1082'LEFT, GO 0.9 MILE TO A FORK.  TURN RIGHT, GO 0.1 MILE TO TOP
 PC1082'OF RIDGE AND STATION.
 PC1082'
 PC1082'THE STATION MARK IS STAMPED DEVIL 1953.  IT IS A STANDARD DISK
 PC1082'SET IN A CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND IS 25 FEET
 PC1082'NORTHEAST OF THE CENTER LINE OF A BLADED ROAD.
 PC1082'
 PC1082'REFERENCE MARK 1 IS STAMPED DEVIL NO 1 1953.  IT IS A STANDARD
 PC1082'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 4 INCHES.
 PC1082'
 PC1082'REFERENCE MARK 2 IS STAMPED DEVIL NO 2 1953.  IT IS A STANDARD
 PC1082'DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 6 INCHES AND IS 30
 PC1082'FEET NORTHEAST OF THE CENTER LINE OF A BLADED ROAD.
 PC1082'
 PC1082'THE AZIMUTH MARK IS STAMPED DEVIL 1953.  IT IS A STANDARD DISK
 PC1082'SET IN A CONCRETE MONUMENT THAT PROJECTS 4 INCHES.  IT IS 40 YARDS
 PC1082'NORTH OF THE SUMMIT OF A RIDGE AND 60 FEET WEST OF A TRACK
 PC1082'ROAD.  TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST ON
 PC1082'BLADED ROAD 0.3 MILE TO A FORK.  TURN LEFT, GO 0.2 MILE TO THE
 PC1082'MARK ON THE RIGHT.
 PC1082'
 PC1082'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METER.
 PC1082
 PC1082                          STATION RECOVERY (1966)
 PC1082
 PC1082'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (HJS)
 PC1082'THE STATION, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 PC1082'RECOVERED IN GOOD CONDITION AS DESCRIBED.  BECAUSE OF ROAD CHANGES
 PC1082'IN THE AREA THE TO REACH DESCRIPTION IS INADEQUATE.
 PC1082
 PC1082                          STATION RECOVERY (1971)
 PC1082
 PC1082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LDF)
 PC1082'STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND
 PC1082'IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT DUE TO
 PC1082'A VERY HEAVY GROWTH OF NEW TREES AND BRUSH, WAS NOT
 PC1082'RECOVERED.  REFERENCE MARKS 3 AND 4 WERE ESTABLISHED AT THIS
 PC1082'TIME.  A SLIGHT DIFFERENCE IN THE DIRECTION AND DISTANCE TO BOTH
 PC1082'REFERENCE MARKS 1 AND 2 WAS NOTED.
 PC1082'
 PC1082'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 PC1082'
 PC1082'STATION IS LOCATED ABOUT 8.0 MILES NORTHWEST OF ELKTON, 8.0 MILES
 PC1082'NORTHEAST OF SCOTTSBURG, ON THE HIGHEST POINT OF A RIDGE THAT IS
 PC1082'HEAVILY COVERED WITH A NEW GROWTH OF PINE TREES AND IS IN THE
 PC1082'NORTHWEST QUARTER OF SECTION 29, T21S,R8W.
 PC1082'
 PC1082'TO REACH THE STATION FROM THE POST OFFICE IN SCOTTSBURG, GO EAST
 PC1082'ON STATE HIGHWAY 38 FOR 6.25 MILES TO A PAVED ROAD ON THE
 PC1082'LEFT.  TURN LEFT AND GO NORTH ON WEATHERLY CREEK ROAD FOR 4.1
 PC1082'MILES TO A CROSSROAD.  CONTINUE UPHILL ON WEATHERLY CREEK ROAD FOR
 PC1082'0.35 MILE TO A SIDE ROAD ON THE RIGHT.  CONTINUE AHEAD ON
 PC1082'WEATHERLY CREEK ROAD FOR 1.65 MILES TO A SIDE ROAD ON THE RIGHT.
 PC1082'(THIS IS ABOUT 0.05 MILE BEFORE REACHING THE SUMMIT OF THE
 PC1082'RIDGE.) TURN RIGHT AND GO EAST ON A DIRT ROAD FOR 0.55 MILE
 PC1082'TO A FORK.  TAKE THE LEFT FORK AND CONTINUE EASTERLY ON THE ROAD
 PC1082'FOR 1.3 MILES TO A FORK.  TAKE THE RIGHT FORK UP A STEEP
 PC1082'GRADE FOR 0.1 MILE TO A FORK.  TAKE THE RIGHT FORK AND
 PC1082'CONTINUE SOUTHEAST ON A DIRT ROAD FOR 0.1 MILE TO A FORK.  TAKE
 PC1082'THE LEFT FORK AND CONTINUE SOUTHEAST, UPHILL ON THE DIRT ROAD FOR
 PC1082'0.15 MILE TO THE HIGHEST POINT AND THE STATION ON THE LEFT.
 PC1082'
 PC1082'STATION MARK IS A STANDARD DISK, STAMPED DEVIL 1953, SET IN THE
 PC1082'TOP OF AN 11-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH
 PC1082'WITH THE GROUND SURFACE.  IT IS 24 FEET EAST OF THE APPROXIMATE
 PC1082'CENTER OF A DIRT ROAD AND 3.0 FEET EAST OF A METAL WITNESS POST.
 PC1082'
 PC1082'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DEVIL NO 1 1953,
 PC1082'CEMENTED IN A DRILL HOLE IN THE TOP OF A 1 X 2 FOOT BOULDER WHICH
 PC1082'IS FLUSH WITH THE GROUND SURFACE.  IT IS 41 FEET NORTHEAST OF THE
 PC1082'CENTER OF THE ROAD AND 23.9 FEET NORTH-NORTHEAST OF THE WITNESS
 PC1082'POST.
 PC1082'
 PC1082'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DEVIL NO 2 1953,
 PC1082'SET IN THE TOP OF AN 11-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 PC1082'PROJECTS ABOUT 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 33 FEET
 PC1082'EAST OF THE CENTER OF THE ROAD AND 29.0 FEET SOUTHEAST OF THE
 PC1082'WITNESS POST.
 PC1082'
 PC1082'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED DEVIL 1953 NO 3 1971,
 PC1082'BRAZED TO THE TOP OF A 2-1/2 INCH IRON PIPE WHICH IS SET IN
 PC1082'CONCRETE AND PROJECTS ABOUT 5 INCHES ABOVE THE GROUND SURFACE.  IT
 PC1082'IS 24 FEET EAST OF THE CENTER OF THE ROAD AND 19.3 FEET SOUTHEAST
 PC1082'OF THE WITNESS POST.
 PC1082'
 PC1082'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED DEVIL 1953 NO 4
 PC1082'1971, SET IN THE TOP OF AN 11-INCH CYLINDRICAL CONCRETE MONUMENT
 PC1082'WHICH PROJECTS ABOUT 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 22.7
 PC1082'FEET NORTH OF THE WITNESS POST AND 18 FEET EAST OF THE CENTER OF
 PC1082'THE ROAD.
 PC1082'
 PC1082'NO SUITABLE PLACE TO ESTABLISH A NEW AZIMUTH MARK.
 PC1082'
 PC1082'HEIGHT OF LIGHT ABOVE STATION MARK 4.5 FEET.
 PC1082'
 PC1082'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PC1082'8.0 MILES NORTHWEST OF ELKTON.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1596 ***********************************************************************
 OA1596  DESIGNATION -  DEVIL
 OA1596  PID         -  OA1596
 OA1596  STATE/COUNTY-  OR/COOS
 OA1596  USGS QUAD   -  CHARLESTON (1970)
 OA1596
 OA1596                         *CURRENT SURVEY CONTROL
 OA1596  ___________________________________________________________________
 OA1596* NAD 83(1991)-  43 16 27.14252(N)    124 22 11.66316(W)     ADJUSTED  
 OA1596* NAVD 88     -       212.     (meters)     696.     (feet)  SCALED    
 OA1596  ___________________________________________________________________
 OA1596  LAPLACE CORR-          14.36  (seconds)                    DEFLEC99
 OA1596  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 OA1596  HORZ ORDER  -  THIRD
 OA1596
 OA1596.The horizontal coordinates were established by classical geodetic methods
 OA1596.and adjusted by the National Geodetic Survey in October 1991.
 OA1596
 OA1596.The orthometric height was scaled from a topographic map.
 OA1596
 OA1596.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1596
 OA1596.The geoid height was determined by GEOID03.
 OA1596
 OA1596;                    North         East     Units Scale Factor Converg.
 OA1596;SPC OR S     -   185,825.747 1,185,995.281   MT  0.99989630   -2 38 51.3
 OA1596;SPC OR S     -   609,664.52  3,891,060.63   iFT  0.99989630   -2 38 51.3
 OA1596;UTM  10      - 4,792,176.707   388,838.337   MT  0.99975200   -0 56 21.0
 OA1596
 OA1596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1596!SPC OR S     -   0.99997090  x   0.99989630  =   0.99986720
 OA1596!UTM  10      -   0.99997090  x   0.99975200  =   0.99972291
 OA1596
 OA1596:                Primary Azimuth Mark                     Grid Az
 OA1596:SPC OR S     -  WESTPORT                                 070 44 27.0
 OA1596:UTM  10      -  WESTPORT                                 069 01 56.7
 OA1596
 OA1596|---------------------------------------------------------------------|
 OA1596| PID    Reference Object                     Distance      Geod. Az  |
 OA1596|                                                           dddmmss.s |
 OA1596| OA1244 WESTPORT                            APPROX.11.2 KM 0680535.7 |
 OA1596| OA1239 BLUE RIDGE                          APPROX.23.4 KM 0860425.7 |
 OA1596| OA1449 COQUILLE RIVER LH                   APPROX.17.3 KM 1945003.1 |
 OA1596|---------------------------------------------------------------------|
 OA1596
 OA1596                          SUPERSEDED SURVEY CONTROL
 OA1596
 OA1596  NAD 83(1986)-  43 16 27.13423(N)    124 22 11.71248(W) AD(       ) 3
 OA1596  NAD 27      -  43 16 27.75100(N)    124 22 07.29100(W) AD(       ) 3
 OA1596
 OA1596.Superseded values are not recommended for survey control.
 OA1596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1596.See file dsdata.txt to determine how the superseded data were derived.
 OA1596
 OA1596_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN8883892177(NAD 83)
 OA1596
 OA1596  HISTORY     - Date     Condition        Report By
 OA1596  HISTORY     - 1942     MONUMENTED       USGS
 OA1596  HISTORY     - 1970     SEE DESCRIPTION  NGS
 OA1596
 OA1596                          STATION DESCRIPTION
 OA1596
 OA1596'DESCRIBED BY US GEOLOGICAL SURVEY 1942
 OA1596'LOCATED ABOUT 5.0 MILES SOUTHWEST OF CHARLESTON AND 11.5 MILES
 OA1596'NORTH OF BANDON, ON A BURNT-OVER, SNAG-TOPPED RIDGE NEAR THE SOUTH
 OA1596'END OF A SERIES OF RIDGES, KNOWN AS THE SEVEN DEVILS.
 OA1596'
 OA1596'TO REACH FROM CHARLESTON, DRIVE WEST 0.3 MILE TO SEVEN DEVILS
 OA1596'ROAD, DRIVE 5.2 MILES SOUTH TO ROAD FORK, TURN RIGHT AND DRIVE 1.2
 OA1596'MILES TO ROAD JUNCTION WITH PLANK ROAD TO WEST, FOLLOW PLANK ROAD
 OA1596'0.6 MILE, TURN LEFT AND GO 0.2 MILE.  STATION IS ABOUT 400 FEET
 OA1596'SOUTH.
 OA1596'
 OA1596'STATION MARK IS COPPER NAIL AND WASHER IN CENTER OF TOP OF A 30
 OA1596'FOOT STUMP, SURROUNDED BY A REINFORCED TRIPOD.
 OA1596'
 OA1596'REFERENCE MARK NO. 1 IS STANDARD REFERENCE MARK TABLET STAMPED
 OA1596'NO. 1, CEMENTED IN ROCK AND BURIED, 54.83 FEET FROM STATION MARK
 OA1596'IN TRUE AZIMUTH 102 DEG 51 MIN.
 OA1596'
 OA1596'REFERENCE MARK NO. 2 IS STANDARD REFERENCE MARK TABLET STAMPED
 OA1596'NO. 2, CEMENTED IN ROCK AND BURIED, 32.59 FEET FROM STATION MARK
 OA1596'IN TRUE AZIMUTH 212 DEG 53 MIN.
 OA1596'
 OA1596'REFERENCE MARK NO. 3 IS COPPER NAIL AND WASHER IN SNAG, 14.67 FEET
 OA1596'FROM STATION MARK IN TRUE AZIMUTH 282 DEG 51 MIN.
 OA1596'
 OA1596'REFERENCE MARK NO. 4 IS COPPER NAIL AND WASHER IN SNAG, 17.41
 OA1596'FEET FROM STATION MARK IN TRUE AZIMUTH 336 DEG 39 MIN.
 OA1596'
 OA1596'SIGNAL IS BLACK AND WHITE CROSS TARGETS IN A SNAG, 15.86 FEET
 OA1596'FROM STATION MARK IN TRUE AZIMUTH 282 DEG 44 MIN.
 OA1596
 OA1596                          STATION RECOVERY (1970)
 OA1596
 OA1596'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 OA1596'THE STATION HAS BEEN DESTROYED.  A STEEL TOWER, AND A CINDER BLOCK
 OA1596'BUILDING OCCUPY THIS SUMMIT.  A POWER LINE, AND TELEPHONE LINE
 OA1596'CROSS THE RIDGE AT THIS SUMMIT.  THE REFERENCE MARKS WERE SEARCHED
 OA1596'FOR BUT NOT RECOVERED.  THEY MAY HAVE BEEN DISTURBED BY THE
 OA1596'ACTIVITY ON THIS SUMMIT.
 OA1596'
 OA1596'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OA1596'5 MILES SOUTHWEST OF CHARLESTON.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AJ1978 ***********************************************************************
 AJ1978  DESIGNATION -  DEVIL
 AJ1978  PID         -  AJ1978
 AJ1978  STATE/COUNTY-  OR/TILLAMOOK
 AJ1978  USGS QUAD   -  COCHRAN (1979)
 AJ1978
 AJ1978                         *CURRENT SURVEY CONTROL
 AJ1978  ___________________________________________________________________
 AJ1978* NAD 83(2007)-  45 37 45.93697(N)    123 25 23.04254(W)     ADJUSTED  
 AJ1978* NAVD 88     -       627.5    (meters)    2059.     (feet)  GPS OBS   
 AJ1978  ___________________________________________________________________
 AJ1978  EPOCH DATE  -        2007.00
 AJ1978  X           -  -2,461,203.875 (meters)                     COMP
 AJ1978  Y           -  -3,729,343.662 (meters)                     COMP
 AJ1978  Z           -   4,536,974.022 (meters)                     COMP
 AJ1978  LAPLACE CORR-          -4.41  (seconds)                    DEFLEC99
 AJ1978  ELLIP HEIGHT-         607.027 (meters)          (02/10/07) ADJUSTED
 AJ1978  GEOID HEIGHT-         -20.60  (meters)                     GEOID03
 AJ1978
 AJ1978  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ1978  Type    PID    Designation                      North   East  Ellip
 AJ1978  -------------------------------------------------------------------
 AJ1978  NETWORK AJ1978 DEVIL                             1.16   0.80   3.41
 AJ1978  -------------------------------------------------------------------
 AJ1978
 AJ1978.The horizontal coordinates were established by GPS observations
 AJ1978.and adjusted by the National Geodetic Survey in February 2007.
 AJ1978
 AJ1978.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ1978.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ1978.The horizontal coordinates are valid at the epoch date displayed above.
 AJ1978.The epoch date for horizontal control is a decimal equivalence
 AJ1978.of Year/Month/Day.
 AJ1978
 AJ1978.The orthometric height was determined by GPS observations and a
 AJ1978.high-resolution geoid model.
 AJ1978
 AJ1978.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ1978
 AJ1978.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1978
 AJ1978.The ellipsoidal height was determined by GPS observations
 AJ1978.and is referenced to NAD 83.
 AJ1978
 AJ1978.The geoid height was determined by GEOID03.
 AJ1978
 AJ1978;                    North         East     Units Scale Factor Converg.
 AJ1978;SPC OR N     -   222,230.739 2,272,129.119   MT  0.99992689   -2 04 22.8
 AJ1978;SPC OR N     -   729,103.47  7,454,491.86   iFT  0.99992689   -2 04 22.8
 AJ1978;UTM  10      - 5,052,962.656   467,022.919   MT  0.99961337   -0 18 08.7
 AJ1978
 AJ1978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1978!SPC OR N     -   0.99990484  x   0.99992689  =   0.99983174
 AJ1978!UTM  10      -   0.99990484  x   0.99961337  =   0.99951825
 AJ1978
 AJ1978                          SUPERSEDED SURVEY CONTROL
 AJ1978
 AJ1978  NAD 83(1998)-  45 37 45.93462(N)    123 25 23.04533(W) AD(       ) B
 AJ1978  ELLIP H (07/03/01)  607.030  (m)                       GP(       ) 5 1
 AJ1978  NAD 83(1998)-  45 37 45.93466(N)    123 25 23.04516(W) AD(1997.00) B
 AJ1978  ELLIP H (02/07/01)  607.033  (m)                       GP(       ) 3 1
 AJ1978
 AJ1978.Superseded values are not recommended for survey control.
 AJ1978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1978.See file dsdata.txt to determine how the superseded data were derived.
 AJ1978
 AJ1978_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR6702352963(NAD 83)
 AJ1978_MARKER: I = METAL ROD
 AJ1978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1978_STAMPING: DEVIL 1999
 AJ1978_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ1978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ1978+STABILITY: SURFACE MOTION
 AJ1978_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ1978+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ1978
 AJ1978  HISTORY     - Date     Condition        Report By
 AJ1978  HISTORY     - 1999     MONUMENTED       OR-057
 AJ1978
 AJ1978                          STATION DESCRIPTION
 AJ1978
 AJ1978'DESCRIBED BY TILLAMOOK COUNTY OREGON 1999 (AED)
 AJ1978'THE STATION IS LOCATED ABOUT 40.0 KM (24.85 MI) NORTHEAST OF
 AJ1978'TILLAMOOK, 27.0 KM (16.75 MI) NORTHWEST OF FOREST GROVE, 0.8 KM (0.50
 AJ1978'MI) NORTH OF STATE HIGHWAY 6 (WILSON RIVER HIGHWAY) , ON TOP OF A
 AJ1978'RIDGE.  OWNERSHIP--TILLAMOOK STATE FOREST SERVICE.  TO REACH THE
 AJ1978'STATION FROM THE JUNCTION OF U.S.  HIGHWAY 101 AND STATE HIGHWAY 6 IN
 AJ1978'TILLAMOOK, GO EAST ON HIGHWAY 6 FOR 45.9 KM (28.50 MI) TO THE JUNCTION
 AJ1978'OF DRIFT CREEK FOREST ROAD IN THE TILLAMOOK STATE FOREST. TURN LEFT,
 AJ1978'NORTHERLY, ON DRIFT CREEK ROAD, KEEPING RIGHT AFTER CROSSING BRIDGE,
 AJ1978'ON GRAVEL ROAD WINDING UPHILL FOR ABOUT 4.2 KM (2.60 MI) TO A SPUR
 AJ1978'ROAD ON THE LEFT.  TURN LEFT ONTO SPUR ROAD AND GO 1.0 KM (0.60 MI) TO
 AJ1978'THE STATION ON THE LEFT.  THE STATION IS THE CENTER OF A DRILL HOLE IN
 AJ1978'TOP OF A 1 CM IN DIAMETER STAINLESS STEEL ROD PROTECTED BY A 10 CM
 AJ1978'BLACK PVC SEWER CLEAN OUT WITH SCREW CAP EMBEDDED IN A ROUND CONCRETE
 AJ1978'MONUMENT WITH BRASS PLATE STAMPED -- DEVIL 1999 -- AND FLUSH WITH THE
 AJ1978'GROUND.  IT IS 5.8 M (19.0 FT) EAST FROM THE CENTER OF THE SPUR ROAD
 AJ1978'AND 0.3 M (1.0 FT) EAST FROM A SMALL WHITE METAL PADDLE SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2203 ***********************************************************************
 RC2203  DESIGNATION -  DEVIL AZ MK
 RC2203  PID         -  RC2203
 RC2203  STATE/COUNTY-  OR/WASCO
 RC2203  USGS QUAD   -  MAUPIN (1996)
 RC2203
 RC2203                         *CURRENT SURVEY CONTROL
 RC2203  ___________________________________________________________________
 RC2203* NAD 83(1991)-  45 13 08.00069(N)    121 07 24.55528(W)     ADJUSTED  
 RC2203* NAVD 88     -       505.2    (meters)    1657.     (feet)  VERTCON   
 RC2203  ___________________________________________________________________
 RC2203  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 RC2203  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 RC2203  HORZ ORDER  -  THIRD
 RC2203
 RC2203.The horizontal coordinates were established by classical geodetic methods
 RC2203.and adjusted by the National Geodetic Survey in October 1991.
 RC2203
 RC2203.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC2203.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC2203
 RC2203.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2203
 RC2203.The geoid height was determined by GEOID03.
 RC2203
 RC2203;                    North         East     Units Scale Factor Converg.
 RC2203;SPC OR N     -   172,674.033 2,451,033.145   MT  0.99989496   -0 26 31.8
 RC2203;SPC OR N     -   566,515.86  8,041,447.33   iFT  0.99989496   -0 26 31.8
 RC2203;UTM  10      - 5,008,979.507   647,333.514   MT  0.99986691   +1 19 55.9
 RC2203
 RC2203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2203!SPC OR N     -   0.99992415  x   0.99989496  =   0.99981912
 RC2203!UTM  10      -   0.99992415  x   0.99986691  =   0.99979107
 RC2203
 RC2203                          SUPERSEDED SURVEY CONTROL
 RC2203
 RC2203  NAD 83(1986)-  45 13 08.01526(N)    121 07 24.55251(W) AD(       ) 3
 RC2203  NAD 27      -  45 13 08.58800(N)    121 07 20.32100(W) AD(       ) 3
 RC2203  NGVD 29 (07/19/86)  504.2    (m)         1654.     (f) VERT ANG    3  
 RC2203
 RC2203.Superseded values are not recommended for survey control.
 RC2203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2203.See file dsdata.txt to determine how the superseded data were derived.
 RC2203
 RC2203_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR4733408980(NAD 83)
 RC2203_MARKER: Z = SEE DESCRIPTION
 RC2203_SETTING: 0 = UNSPECIFIED SETTING
 RC2203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC2203
 RC2203  HISTORY     - Date     Condition        Report By
 RC2203  HISTORY     - 1946     MONUMENTED       CGS
 RC2203  HISTORY     - 1962     SEE DESCRIPTION  CGS
 RC2203
 RC2203                          STATION DESCRIPTION
 RC2203
 RC2203'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 RC2203'LOCATED 4 MILES, AIRLINE, NORTH-NORTHEAST OF MAUPIN, 23 FEET
 RC2203'SOUTH OF AN EAST-WEST GRAVEL ROAD, 6 FEET SOUTHWEST OF A HIGHWAY
 RC2203'STOP SIGN, 12.5 FEET EAST OF THE EAST END OF A WOODEN GATE AND 36
 RC2203'FEET WEST OF THE CENTERLINE OF STATE HIGHWAY NO. 23.  IT IS A
 RC2203'STANDARD AZIMUTH MARK DISK SET IN CONCRETE.  IT IS STAMPED
 RC2203'DEVIL 1946 AND PROJECTS 8 INCHES.
 RC2203'
 RC2203'SUBSTITUTE STATION 60 V 1 A IS THE CENTERLINE OF THE INTERSECTION
 RC2203'OF THE GRAVEL ROAD AND STATE HIGHWAY NO. 23.  IT IS 0.35 METERS
 RC2203'HIGHER THAN THE STATION.
 RC2203'
 RC2203'TO REACH THE STATION FROM THE POST OFFICE IN MAUPIN, GO WEST
 RC2203'ON STATE HIGHWAYS 23 AND 50 FOR 2.6 MILES TO A FORK.  TAKE RIGHT
 RC2203'FORK, STATE HIGHWAY 23, AND GO 3.6 MILES TO THE STATION ON THE
 RC2203'LEFT.
 RC2203
 RC2203                          STATION RECOVERY (1962)
 RC2203
 RC2203'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (FN)
 RC2203'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
 RC2203'
 RC2203'THERE IS TO BE HIGHWAY CONSTRUCTION IN THIS AREA AND THE MARK
 RC2203'WOULD BE DISTURBED AT THAT TIME.  TO SAVE THE STATION A PLUMB
 RC2203'BENCH WAS PLACED OVER THE MARK, THE CONCRETE MONUMENT REMOVED,
 RC2203'A SUB-SURFACE DISK SET IN CONCRETE ABOUT 3-FEET BELOW THE SURFACE,
 RC2203'2-INCHES OF DIRT WAS PLACED OVER THIS MARK AND ABOVE THAT IS A
 RC2203'CONCRETE POST WITH A AZIMUTH MARK DISK.  THE DISKS ARE STAMPED
 RC2203'DEVIL 1946 1962.
 RC2203'
 RC2203'REACHED FROM THE POST OFFICE AT MAUPIN, GO WEST ON U.S. HIGHWAY
 RC2203'197 ABOUT 2.5 MILES TO THE JUNCTION WITH STATE HIGHWAY 216, KEEP
 RC2203'RIGHT, GO NORTH ON U.S. HIGHWAY 197 FOR ABOUT 3.5 MILES TO A
 RC2203'T-ROAD GOING TO THE WEST.  MARK IS ABOUT 35 FEET WEST OF THE
 RC2203'CENTER LINE OF THE HIGHWAY AND ABOUT 24 FEET SOUTH OF THE
 RC2203'GRAVELED ROAD, AND ABOUT 8 FEET SOUTHWEST OF A FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2202 ***********************************************************************
 RC2202  DESIGNATION -  DEVIL AZ MK 2
 RC2202  PID         -  RC2202
 RC2202  STATE/COUNTY-  OR/WASCO
 RC2202  USGS QUAD   -  MAUPIN (1996)
 RC2202
 RC2202                         *CURRENT SURVEY CONTROL
 RC2202  ___________________________________________________________________
 RC2202* NAD 83(1991)-  45 13 07.73146(N)    121 07 24.81081(W)     NO CHECK  
 RC2202* NAVD 88     -       505.     (meters)    1657.     (feet)  SCALED    
 RC2202  ___________________________________________________________________
 RC2202  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 RC2202  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 RC2202  HORZ ORDER  -  THIRD
 RC2202
 RC2202.The horizontal coordinates were established by classical geodetic methods
 RC2202.and adjusted by the National Geodetic Survey in October 1991.
 RC2202.No horizontal observational check was made to the station.
 RC2202
 RC2202.The orthometric height was scaled from a topographic map.
 RC2202
 RC2202.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2202
 RC2202.The geoid height was determined by GEOID03.
 RC2202
 RC2202;                    North         East     Units Scale Factor Converg.
 RC2202;SPC OR N     -   172,665.765 2,451,027.507   MT  0.99989496   -0 26 32.0
 RC2202;SPC OR N     -   566,488.73  8,041,428.83   iFT  0.99989496   -0 26 32.0
 RC2202;UTM  10      - 5,008,971.070   647,328.134   MT  0.99986689   +1 19 55.7
 RC2202
 RC2202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2202!SPC OR N     -   0.99992418  x   0.99989496  =   0.99981915
 RC2202!UTM  10      -   0.99992418  x   0.99986689  =   0.99979108
 RC2202
 RC2202:                Primary Azimuth Mark                     Grid Az
 RC2202:SPC OR N     -  DEVIL                                    034 23 19.2
 RC2202:UTM  10      -  DEVIL                                    032 36 51.5
 RC2202
 RC2202|---------------------------------------------------------------------|
 RC2202| PID    Reference Object                     Distance      Geod. Az  |
 RC2202|                                                           dddmmss.s |
 RC2202| RC2204 DEVIL                               APPROX. 0.7 KM 0335647.2 |
 RC2202| RC2208 DEVIL AZ MK 2 RESET                  25.888 METERS 32853     |
 RC2202|---------------------------------------------------------------------|
 RC2202
 RC2202                          SUPERSEDED SURVEY CONTROL
 RC2202
 RC2202  NAD 83(1986)-  45 13 07.74571(N)    121 07 24.80819(W) AD(       ) 3
 RC2202  NAD 27      -  45 13 08.31653(N)    121 07 20.57765(W) AD(       ) 3
 RC2202
 RC2202.Superseded values are not recommended for survey control.
 RC2202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2202.See file dsdata.txt to determine how the superseded data were derived.
 RC2202
 RC2202_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR4732808971(NAD 83)
 RC2202_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RC2202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC2202_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RC2202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC2202+STABILITY: SURFACE MOTION
 RC2202
 RC2202  HISTORY     - Date     Condition        Report By
 RC2202  HISTORY     - 1965     MONUMENTED       CGS
 RC2202  HISTORY     - 1965     SEE DESCRIPTION  CGS
 RC2202
 RC2202                          STATION DESCRIPTION
 RC2202
 RC2202'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (PAS)
 RC2202'THE STATION IS ABOUT 4 MILES NORTH-NORTHWEST OF MAUPIN ON THE
 RC2202'WEST RIGHT-OF-WAY OF U.S. HIGHWAY 197 AND STATE HIGHWAY 216.
 RC2202'
 RC2202'TO REACH THE STATION FROM THE MAUPIN POST OFFICE GO WESTERLY
 RC2202'ON U.S. HIGHWAY 197 FOR 2.7 MILES TO THE JUNCTION WITH STATE
 RC2202'HIGHWAY 216, CONTINUE NORTHWEST ON U.S. HIGHWAY 197 AND STATE
 RC2202'HIGHWAY 216 FOR 3.4 MILES TO THE STATION ON THE LEFT.
 RC2202'
 RC2202'THE STATION, STAMPED DEVIL 1946 1965, IS A STANDARD AZIMUTH
 RC2202'MARK DISK SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS
 RC2202'2 INCHES.  IT IS 85 FEET SOUTHEAST OF POWER POLE E 20 WHERE THE
 RC2202'POWER LINE FORMS A RIGHT ANGLE, 53 FEET WEST OF THE CENTER OF
 RC2202'THE HIGHWAY, 52 FEET SOUTH OF THE CENTER OF THE GRAVELED SIDE
 RC2202'ROAD, 39 FEET EAST OF THE RIGHT-OF-WAY FENCE AND 0.5 FOOT NORTH
 RC2202'OF A METAL WITNESS POST.
 RC2202'
 RC2202'THERE WERE NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.
 RC2202
 RC2202                          STATION RECOVERY (1965)
 RC2202
 RC2202'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (PAS)
 RC2202'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  DUE TO
 RC2202'CHANGES IN THE HIGHWAY PLANS THE STATION WAS DESTROYED AND A NEW
 RC2202'STATION STAMPED DEVIL AZIMUTH RESET 1965 WAS ESTABLISHED AND
 RC2202'THE DESCRIPTION SUBMITTED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2208 ***********************************************************************
 RC2208  DESIGNATION -  DEVIL AZ MK 2 RESET
 RC2208  PID         -  RC2208
 RC2208  STATE/COUNTY-  OR/WASCO
 RC2208  USGS QUAD   -  MAUPIN (1996)
 RC2208
 RC2208                         *CURRENT SURVEY CONTROL
 RC2208  ___________________________________________________________________
 RC2208* NAD 83(1991)-  45 13 08.44934(N)    121 07 25.42411(W)     NO CHECK  
 RC2208* NAVD 88     -       505.     (meters)    1657.     (feet)  SCALED    
 RC2208  ___________________________________________________________________
 RC2208  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 RC2208  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 RC2208  HORZ ORDER  -  THIRD
 RC2208
 RC2208.The horizontal coordinates were established by classical geodetic methods
 RC2208.and adjusted by the National Geodetic Survey in October 1991.
 RC2208.No horizontal observational check was made to the station.
 RC2208
 RC2208.The orthometric height was scaled from a topographic map.
 RC2208
 RC2208.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2208
 RC2208.The geoid height was determined by GEOID03.
 RC2208
 RC2208;                    North         East     Units Scale Factor Converg.
 RC2208;SPC OR N     -   172,688.028 2,451,014.298   MT  0.99989497   -0 26 32.4
 RC2208;SPC OR N     -   566,561.77  8,041,385.49   iFT  0.99989497   -0 26 32.4
 RC2208;UTM  10      - 5,008,992.911   647,314.243   MT  0.99986684   +1 19 55.3
 RC2208
 RC2208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2208!SPC OR N     -   0.99992418  x   0.99989497  =   0.99981916
 RC2208!UTM  10      -   0.99992418  x   0.99986684  =   0.99979103
 RC2208
 RC2208|---------------------------------------------------------------------|
 RC2208| PID    Reference Object                     Distance      Geod. Az  |
 RC2208|                                                           dddmmss.s |
 RC2208| RC2209 DEVIL AZ MK 3                        21.438 METERS 00000     |
 RC2208| RC2204 DEVIL                               APPROX. 0.7 KM 0355729.6 |
 RC2208| RC2202 DEVIL AZ MK 2                        25.888 METERS 14853     |
 RC2208|---------------------------------------------------------------------|
 RC2208
 RC2208                          SUPERSEDED SURVEY CONTROL
 RC2208
 RC2208  NAD 83(1986)-  45 13 08.46370(N)    121 07 25.42157(W) AD(       ) 3
 RC2208  NAD 27      -  45 13 09.03441(N)    121 07 21.19087(W) AD(       ) 3
 RC2208
 RC2208.Superseded values are not recommended for survey control.
 RC2208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2208.See file dsdata.txt to determine how the superseded data were derived.
 RC2208
 RC2208_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR4731408993(NAD 83)
 RC2208_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RC2208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC2208_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RC2208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC2208+STABILITY: SURFACE MOTION
 RC2208
 RC2208  HISTORY     - Date     Condition        Report By
 RC2208  HISTORY     - 1965     MONUMENTED       CGS
 RC2208  HISTORY     - 1971     SEE DESCRIPTION  NGS
 RC2208
 RC2208                          STATION DESCRIPTION
 RC2208
 RC2208'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (PAS)
 RC2208'THE STATION IS 4 MILES SOUTHEAST OF TYGH VALLEY ON THE WEST
 RC2208'RIGHT-OF-WAY OF U.S. HIGHWAY 197.
 RC2208'
 RC2208'TO REACH THE STATION FROM THE TYGH VALLEY POST OFFICE GO
 RC2208'SOUTHEAST ON MACADAM ROAD FOR 1.8 MILES TO U.S. HIGHWAY 197,
 RC2208'TURN RIGHT AND CONTINUE SOUTHEAST ON U.S. HIGHWAY 197 FOR 2.3
 RC2208'MILES TO A GRAVELED ROAD WEST AND THE STATION ON THE RIGHT.
 RC2208'
 RC2208'THE STATION MARK IS A STANDARD AZIMUTH MARK DISK SET IN A
 RC2208'10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES.  IT IS
 RC2208'98 FEET WEST OF THE CENTER OF U.S. HIGHWAY 197, 23 FEET NORTH
 RC2208'OF THE CENTER OF THE GRAVELED ROAD WEST, 8 FEET NORTHEAST OF
 RC2208'POWER POLE NO. E 20/3 WHERE POWER LINE MAKES A RIGHT ANGLE,
 RC2208'7-1/2 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE CORNER, 3 FEET
 RC2208'EAST OF THE RIGHT-OF-WAY FENCE AND 1-1/2 FEET SOUTH OF A METAL
 RC2208'WIT-POST.  THE DISK IS STAMPED DEVIL AZIMUTH RESET 1965.
 RC2208'
 RC2208'THERE WERE NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.
 RC2208
 RC2208                          STATION RECOVERY (1971)
 RC2208
 RC2208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 RC2208'THE STATION WAS RECOVERED IN GOOD CONDITION, AND THEN DESTROYED
 RC2208'TO PERMIT HIGHWAY CONSTRUCTION.  FOR WHICH DEVIL AZIMUTH MARK
 RC2208'1971 WAS ESTABLISHED, SEE DESCRIPTION THEREOF.
 RC2208'
 RC2208'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RC2208'4 MILES SOUTHEAST OF TYGH VALLEY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2209 ***********************************************************************
 RC2209  DESIGNATION -  DEVIL AZ MK 3
 RC2209  PID         -  RC2209
 RC2209  STATE/COUNTY-  OR/WASCO
 RC2209  USGS QUAD   -  MAUPIN (1996)
 RC2209
 RC2209                         *CURRENT SURVEY CONTROL
 RC2209  ___________________________________________________________________
 RC2209* NAD 83(1991)-  45 13 09.14378(N)    121 07 25.42404(W)     NO CHECK  
 RC2209* NAVD 88     -       505.     (meters)    1657.     (feet)  SCALED    
 RC2209  ___________________________________________________________________
 RC2209  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 RC2209  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 RC2209  HORZ ORDER  -  THIRD
 RC2209
 RC2209.The horizontal coordinates were established by classical geodetic methods
 RC2209.and adjusted by the National Geodetic Survey in October 1991.
 RC2209.No horizontal observational check was made to the station.
 RC2209
 RC2209.The orthometric height was scaled from a topographic map.
 RC2209
 RC2209.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2209
 RC2209.The geoid height was determined by GEOID03.
 RC2209
 RC2209;                    North         East     Units Scale Factor Converg.
 RC2209;SPC OR N     -   172,709.463 2,451,014.465   MT  0.99989497   -0 26 32.4
 RC2209;SPC OR N     -   566,632.10  8,041,386.04   iFT  0.99989497   -0 26 32.4
 RC2209;UTM  10      - 5,009,014.341   647,313.746   MT  0.99986684   +1 19 55.3
 RC2209
 RC2209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2209!SPC OR N     -   0.99992418  x   0.99989497  =   0.99981916
 RC2209!UTM  10      -   0.99992418  x   0.99986684  =   0.99979103
 RC2209
 RC2209:                Primary Azimuth Mark                     Grid Az
 RC2209:SPC OR N     -  DEVIL                                    037 30 27.5
 RC2209:UTM  10      -  DEVIL                                    035 43 59.8
 RC2209
 RC2209|---------------------------------------------------------------------|
 RC2209| PID    Reference Object                     Distance      Geod. Az  |
 RC2209|                                                           dddmmss.s |
 RC2209| RC2204 DEVIL                               APPROX. 0.7 KM 0370355.1 |
 RC2209| RC2208 DEVIL AZ MK 2 RESET                  21.438 METERS 18000     |
 RC2209|---------------------------------------------------------------------|
 RC2209
 RC2209                          SUPERSEDED SURVEY CONTROL
 RC2209
 RC2209  NAD 83(1986)-  45 13 09.15828(N)    121 07 25.42149(W) AD(       ) 3
 RC2209  NAD 27      -  45 13 09.72885(N)    121 07 21.19077(W) AD(       ) 3
 RC2209
 RC2209.Superseded values are not recommended for survey control.
 RC2209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2209.See file dsdata.txt to determine how the superseded data were derived.
 RC2209
 RC2209_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR4731409014(NAD 83)
 RC2209_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RC2209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC2209_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RC2209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC2209+STABILITY: SURFACE MOTION
 RC2209
 RC2209  HISTORY     - Date     Condition        Report By
 RC2209  HISTORY     - 1971     MONUMENTED       NGS
 RC2209
 RC2209                          STATION DESCRIPTION
 RC2209
 RC2209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 RC2209'THE STATION IS 5 MILES NORTHWEST OF MAUPIN, AND 4 MILES SOUTHEAST
 RC2209'OF TYGH VALLEY ON THE WEST RIGHT-OF-WAY OF U.S. HIGHWAY 197.
 RC2209'
 RC2209'TO REACH THE STATION FROM THE TYGH VALLEY POST OFFICE GO
 RC2209'SOUTHEAST ON THE MACADAM ROAD FOR 1.8 MILES TO THE JUNCTION WITH
 RC2209'U.S. HIGHWAY 197, TURN RIGHT, AND GO SOUTHEAST ON U.S. HIGHWAY
 RC2209'197 FOR 2.0 MILES TO THE TOP OF THE GRADE, A SIDE ROAD RIGHT,
 RC2209'AND THE STATION ON THE RIGHT.
 RC2209'
 RC2209'THE STATION MARK, STAMPED DEVIL AZIMUTH 1946 1971, IS AN
 RC2209'AZIMUTH MARK DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT
 RC2209'PROJECTS 2 INCHES.  IT IS 98 FEET WEST OF THE CENTER OF
 RC2209'U.S. HIGHWAY 197, 80 FEET NORTH OF THE CENTER OF THE COUNTY ROAD
 RC2209'WEST, 2 FEET EAST OF THE RIGHT-OF-WAY FENCE LINE, AND 1 FOOT
 RC2209'SOUTH OF A METAL WITNESS POST.
 RC2209'
 RC2209'AN UNDERGROUND MARK CONSISTING OF AN AZIMUTH MARK DISK, STAMPED
 RC2209'DEVIL AZIMUTH 1946 1971, WAS ESTABLISHED 3 FEET BELOW THE SURFACE.
 RC2209'
 RC2209'THERE WAS NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0349 ***********************************************************************
 RC0349  DESIGNATION -  DEVILS HILL 2
 RC0349  PID         -  RC0349
 RC0349  STATE/COUNTY-  OR/GILLIAM
 RC0349  USGS QUAD   -  ESAU CANYON (1970)
 RC0349
 RC0349                         *CURRENT SURVEY CONTROL
 RC0349  ___________________________________________________________________
 RC0349* NAD 83(1991)-  45 22 50.06134(N)    120 23 39.03841(W)     ADJUSTED  
 RC0349* NAVD 88     -       835.939  (meters)    2742.58   (feet)  ADJUSTED  
 RC0349  ___________________________________________________________________
 RC0349  LAPLACE CORR-           2.58  (seconds)                    DEFLEC99
 RC0349  GEOID HEIGHT-         -21.05  (meters)                     GEOID03
 RC0349  DYNAMIC HT  -         835.816 (meters)    2742.17  (feet)  COMP
 RC0349  MODELED GRAV-     980,439.5   (mgal)                       NAVD 88
 RC0349
 RC0349  HORZ ORDER  -  FIRST
 RC0349  VERT ORDER  -  SECOND    CLASS 0
 RC0349
 RC0349.The horizontal coordinates were established by classical geodetic methods
 RC0349.and adjusted by the National Geodetic Survey in October 1991.
 RC0349
 RC0349.The orthometric height was determined by differential leveling
 RC0349.and adjusted in June 1991.
 RC0349
 RC0349.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC0349
 RC0349.The geoid height was determined by GEOID03.
 RC0349
 RC0349.The dynamic height is computed by dividing the NAVD 88
 RC0349.geopotential number by the normal gravity value computed on the
 RC0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0349.degrees latitude (g = 980.6199 gals.).
 RC0349
 RC0349.The modeled gravity was interpolated from observed gravity values.
 RC0349
 RC0349;                    North         East     Units Scale Factor Converg.
 RC0349;SPC OR N     -   190,457.795 2,508,287.542   MT  0.99990140   +0 04 30.2
 RC0349;SPC OR N     -   624,861.53  8,229,289.84   iFT  0.99990140   +0 04 30.2
 RC0349;UTM  10      - 5,028,531.935   704,013.699   MT  1.00011177   +1 51 19.5
 RC0349
 RC0349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC0349!SPC OR N     -   0.99987226  x   0.99990140  =   0.99977367
 RC0349!UTM  10      -   0.99987226  x   1.00011177  =   0.99998401
 RC0349
 RC0349|---------------------------------------------------------------------|
 RC0349| PID    Reference Object                     Distance      Geod. Az  |
 RC0349|                                                           dddmmss.s |
 RC0349| RC0348 DEVILS HILL 2 RM 1                   14.298 METERS 03608     |
 RC0349| RC0347 DEVILS HILL 2 RM 2                   12.390 METERS 12940     |
 RC0349| RC0346 DEVILS HILL 2 AZ MK                                1514754.7 |
 RC0349| CF4771 DEVILS HILL 2 RM 3                  415.533 METERS 1530001.5 |
 RC0349| CF4772 DEVILS HILL 2 RM 4                  281.138 METERS 16530     |
 RC0349|---------------------------------------------------------------------|
 RC0349
 RC0349                          SUPERSEDED SURVEY CONTROL
 RC0349
 RC0349  NAD 83(1986)-  45 22 50.07067(N)    120 23 39.03222(W) AD(       ) 1
 RC0349  NAD 27      -  45 22 50.61000(N)    120 23 34.87400(W) AD(       ) 1
 RC0349  NGVD 29 (??/??/92)  834.901  (m)         2739.17   (f) ADJ UNCH    2 0
 RC0349
 RC0349.Superseded values are not recommended for survey control.
 RC0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0349.See file dsdata.txt to determine how the superseded data were derived.
 RC0349
 RC0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGR0401428532(NAD 83)
 RC0349_MARKER: DS = TRIANGULATION STATION DISK
 RC0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC0349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC0349_STAMPING: DEVILS HILL 2 USGS 1946
 RC0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0349+STABILITY: SURFACE MOTION
 RC0349
 RC0349  HISTORY     - Date     Condition        Report By
 RC0349  HISTORY     - 1946     MONUMENTED       USGS
 RC0349  HISTORY     - 1959     SEE DESCRIPTION  BPA
 RC0349  HISTORY     - 1962     GOOD             NGS
 RC0349  HISTORY     - 1969     SEE DESCRIPTION  CGS
 RC0349
 RC0349                          STATION DESCRIPTION
 RC0349
 RC0349'DESCRIBED BY US GEOLOGICAL SURVEY 1946 (JCT)
 RC0349'THE STATION IS LOCATED ABOUT 14.5 MILES AIRLINE NORTHWEST OF
 RC0349'CONDON, 13.75 MILES AIRLINE SOUTHWEST OF OLEX AND ABOUT 5.25 MILES
 RC0349'AIRLINE SOUTHWEST OF THE MOUTH OF DEVILS CANYON ON THE HIGHEST
 RC0349'POINT OF A LARGE ROUND-TOPPED, CULTIVATED, PROMINENT HILL OR
 RC0349'RIDGE KNOWN AS DEVILS HILL.  IT IS 0.5 MILE NORTH OF STATE ROUTE
 RC0349'206, 0.3 MILE WEST OF NORTH AND SOUTH DIRT ROAD.  THE DISK IS
 RC0349'STAMPED DEVILS HILL USGS-2 1946 AND PROJECTS 2-INCHES.
 RC0349'
 RC0349'THE AZIMUTH MARK IS ABOUT 0.5 MILES SOUTHWEST OF THE STATION, 0.15
 RC0349'MILE NORTH OF STATE ROUTE 206, 30-FEET WEST OF NORTH-SOUTH DIRT
 RC0349'ROAD AND 1-FOOT EAST OF NORTH-SOUTH FENCE LINE.  THE DISK IS
 RC0349'STAMPED DEVILS HILL USGS-2 1946 AND PROJECTS 4-INCHES.  TO REACH
 RC0349'FROM THE STATION GO BACK SOUTHWEST TO WIRE GATE IN FENCE LINE,
 RC0349'FOLLOW FENCE LINE SOUTH FOR ABOUT 100-FEET TO MARK AS DESCRIBED.
 RC0349'
 RC0349'REFERENCE MARK NO 1 IS NORTHEAST OF STATION SET IN THE
 RC0349'CULTIVATED FIELD AND ABOUT THE SAME ELEVATION AS STATION.  THE
 RC0349'DISK IS STAMPED DEVILS HILL USGS-2 NO 1 1946 AND PROJECTS 2-INCHES.
 RC0349'
 RC0349'REFERENCE MARK NO 2 IS SOUTHWEST OF THE STATION SET IN THE
 RC0349'CULTIVATED FIELD AND ABOUT THE SAME ELEVATION AS STATION.  THE
 RC0349'DISK IS STAMPED DEVILS HILL USGS-2 NO 2 1946 AND PROJECTS 2-INCHES.
 RC0349'
 RC0349'TO REACH THE STATION FROM THE POST OFFICE IN CONDON.  GO WEST
 RC0349'AND NORTHWEST TOWARDS WASCO ON STATE ROUTE 206 FOR 17.3 MILES TO
 RC0349'A FORK NEAR THE TOP OF DEVILS HILL AND SIGN CONDON 17, MIKKALO 17,
 RC0349'BEAR RIGHT IN A NORTHERLY DIRECTION ON DIRT ROAD FOR 0.15 MILE
 RC0349'TO A WIRE GATE ON THE LEFT IN FENCE LINE, PASS THROUGH GATE AND
 RC0349'FOLLOW TRACK ROAD IN A NORTHERLY DIRECTION ACROSS CULTIVATED
 RC0349'FIELD FOR 0.5 MILE TO THE HIGHEST POINT AND STATION AS
 RC0349'DESCRIBED.
 RC0349'
 RC0349'*ORIGINAL STATION ESTABLISHED BY THE USGS WAS DESTROYED AND
 RC0349'BOTTLE WHICH WAS UNDERGROUND MARK BROKEN.  THE NEW STATION
 RC0349'WAS ESTABLISHED IN APPROXIMATELY SAME POSITION.
 RC0349'
 RC0349'HEIGHT OF LIGHT ABOVE STATION MARK 2.5 METERS.
 RC0349
 RC0349                          STATION RECOVERY (1959)
 RC0349
 RC0349'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1959
 RC0349'FROM THE INTERSECTION OF STATE HWY. 206 AND 19 IN CONDON, GO WEST
 RC0349'AND NORTH ON HWY. 206 16.4 MILES TO A SIDE ROAD LEFT (SIGN AJAX
 RC0349'4 WEST.  WASCO 30, MORO 25 AHEAD), CONTINUE AHEAD ON HWY. 206
 RC0349'0.3 MILE TO A GATE ON THE RIGHT.  (THIS GATE IS JUST AFTER PASSING
 RC0349'A NORTH AND SOUTH CROSSROAD).  TURN RIGHT THROUGH GATE AND GO
 RC0349'NORTHERLY ACROSS PLOWED FIELD 0.3 MILE TO TOP OF HILL AND
 RC0349'STATION.  BOTH REFERENCE MARKS HAVE BEEN DESTROYED.
 RC0349
 RC0349                          STATION RECOVERY (1962)
 RC0349
 RC0349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 RC0349'17.1 MI NW FROM CONDON.
 RC0349'REACHED FROM THE POST OFFICE AT CONDON GO NORTHWEST ON STATE HIGHWAY
 RC0349'206 FOR 16.4 MILES TO THE MIKKALI ROAD, TURN RIGHT, GO NORTH ON THE
 RC0349'MIKKALI ROAD FOR 0.2 MILE TO LARGE WIRE GATES ON EACH SIDE OF THE
 RC0349'ROAD, TURN LEFT, GO WEST UP HILL ABOUT 0.5 MILE TO THE TOP OF THE HILL
 RC0349'AND THE MARK.  A STANDARD TRIANGULATION STATION MARK DISK SET IN TOP
 RC0349'OF A CONCRETE POST THAT IS PROJECTING ABOUT 0.5 FOOT ABOVE THE SURFACE
 RC0349'OF THE GROUND.
 RC0349
 RC0349                          STATION RECOVERY (1969)
 RC0349
 RC0349'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (NET)
 RC0349'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED IN GOOD
 RC0349'CONDITION.  REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 RC0349'FOUND UNEARTHED.  REFERENCE MARK NO. 3 AND REFERENCE MARK NO. 4
 RC0349'WERE ESTABLISHED.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 RC0349'
 RC0349'THE STATION IS 15 MILES NORTHWEST OF CONDON, AND 1/4 MILE
 RC0349'NORTHEAST OF STATE HIGHWAY 206 ON A GENTLY ROUNDED HILL IN
 RC0349'CULTIVATED LAND OWNED BY MR. VAN RIETMANN.
 RC0349'
 RC0349'TO REACH THE STATION FROM THE CONDON POST OFFICE GO NORTH
 RC0349'ON STATE HIGHWAYS 19 AND 206 FOR 0.2 MILE TO THEIR JUNCTION,
 RC0349'TURN LEFT AND GO NORTHWEST ON STATE HIGHWAY 206 FOR 16.5 MILES
 RC0349'TO A CROSSROAD, CONTINUE ON STATE HIGHWAY 206 FOR 0.05 MILE TO
 RC0349'A GATE ON THE RIGHT, IF THE FIELD IS NOT IN CROP IT MAY BE
 RC0349'POSSIBLE TO DRIVE TO THE STATION BY PASSING THROUGH THE GATE
 RC0349'AND THEN GO NORTHERLY FOR 0.35 MILE TO THE HIGHEST PART OF THE
 RC0349'HILL AND THE STATION.
 RC0349'
 RC0349'THE STATION MARK, STAMPED DEVILS HILL 2 USGS 1946, IS A STANDARD
 RC0349'DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 RC0349'8 INCHES.  IT IS IN THE CENTER OF THE FIELD, AND 4 FEET EAST OF
 RC0349'A METAL WITNESS POST.  (NOTE 1A AND 7A)
 RC0349'
 RC0349'REFERENCE MARK NO. 3, STAMPED DEVILS HILL 2 USGS 1946
 RC0349'NO 3 1969, IS A STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE
 RC0349'MONUMENT THAT PROJECTS 4 INCHES, 120 FEET EAST OF MILE POST
 RC0349'24, 49 FEET NORTHEAST OF THE CENTER OF STATE HIGHWAY 206, AND
 RC0349'2 FEET SOUTH OF THE RIGHT-OF-WAY FENCE LINE.  (NOTE 11A)
 RC0349'
 RC0349'REFERENCE MARK NO. 4, STAMPED DEVILS HILL 2 USGS NO 4
 RC0349'1969, IS A STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE
 RC0349'MONUMENT THAT PROJECTS 2 INCHES, 50 FEET NORTHEAST OF THE CENTER
 RC0349'LINE OF STATE HIGHWAY 206, 3 FEET WEST OF A WOODEN FENCE POST,
 RC0349'WHERE THE FENCE LINE MAKES A SLIGHT ANGLE, AND 1 FOOT SOUTH
 RC0349'OF THE RIGHT-OF-WAY FENCE LINE.  (NOTE 11A)
 RC0349'
 RC0349'THE DISTANCE BETWEEN R.M. NO. 3 AND R.M. NO. 4 IS 504.02 FEET.
 RC0349'
 RC0349'TO REACH THE AZIMUTH MARK FROM THE CROSSROAD MENTIONED ABOVE,
 RC0349'GO SOUTH ON THE GRAVELED ROAD FOR 0.05 MILE TO THE AZIMUTH MARK
 RC0349'ON THE RIGHT.
 RC0349'
 RC0349'THE AZIMUTH MARK, STAMPED DEVILS HILL 2 USGS 1946, IS
 RC0349'A STANDARD DISK SET IN A CYLINDRICAL CONCRETE MONUMENT THAT IS
 RC0349'12-INCHES IN DIAMETER AND PROJECTS 3 INCHES, 0.05 MILE SOUTH
 RC0349'OF STATE HIGHWAY 206, 100 FEET SOUTH OF THE CENTER OF A
 RC0349'FIELD DRIVEWAY, 29 FEET WEST OF THE CENTER OF THE GRAVELED ROAD,
 RC0349'AND 0.5 FOOT NORTH OF A METAL WITNESS POST THAT IS SET IN THE
 RC0349'NORTH-SOUTH FENCE LINE.  (NOTE 16B)
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0346 ***********************************************************************
 RC0346  DESIGNATION -  DEVILS HILL 2 AZ MK
 RC0346  PID         -  RC0346
 RC0346  STATE/COUNTY-  OR/GILLIAM
 RC0346  USGS QUAD   -  ESAU CANYON (1970)
 RC0346
 RC0346                         *CURRENT SURVEY CONTROL
 RC0346  ___________________________________________________________________
 RC0346* NAD 83(1986)-  45 22 30.     (N)    120 23 24.     (W)     SCALED    
 RC0346* NAVD 88     -       828.471  (meters)    2718.08   (feet)  ADJUSTED  
 RC0346  ___________________________________________________________________
 RC0346  GEOID HEIGHT-         -21.02  (meters)                     GEOID03
 RC0346  DYNAMIC HT  -         828.345 (meters)    2717.66  (feet)  COMP
 RC0346  MODELED GRAV-     980,435.8   (mgal)                       NAVD 88
 RC0346
 RC0346  VERT ORDER  -  SECOND    CLASS 0
 RC0346
 RC0346.The horizontal coordinates were scaled from a topographic map and have
 RC0346.an estimated accuracy of +/- 6 seconds.
 RC0346
 RC0346.The orthometric height was determined by differential leveling
 RC0346.and adjusted in June 1991.
 RC0346
 RC0346.The geoid height was determined by GEOID03.
 RC0346
 RC0346.The dynamic height is computed by dividing the NAVD 88
 RC0346.geopotential number by the normal gravity value computed on the
 RC0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0346.degrees latitude (g = 980.6199 gals.).
 RC0346
 RC0346.The modeled gravity was interpolated from observed gravity values.
 RC0346
 RC0346;                    North         East    Units  Estimated Accuracy
 RC0346;SPC OR N     -   189,840.    2,508,620.      MT  (+/- 180 meters Scaled)
 RC0346
 RC0346                          SUPERSEDED SURVEY CONTROL
 RC0346
 RC0346  NGVD 29 (??/??/92)  827.429  (m)         2714.66   (f) ADJ UNCH    2 0
 RC0346
 RC0346.Superseded values are not recommended for survey control.
 RC0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0346.See file dsdata.txt to determine how the superseded data were derived.
 RC0346
 RC0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGR043279(NAD 83)
 RC0346_MARKER: DZ = AZIMUTH MARK DISK
 RC0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC0346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC0346_STAMPING: DEVILS HILL 2 USGS 1946
 RC0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0346+STABILITY: SURFACE MOTION
 RC0346
 RC0346  HISTORY     - Date     Condition        Report By
 RC0346  HISTORY     - 1946     MONUMENTED       CGS
 RC0346  HISTORY     - 1962     MARK NOT FOUND   NGS
 RC0346
 RC0346                          STATION DESCRIPTION
 RC0346
 RC0346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RC0346'16.6 MI NW FROM CONDON.
 RC0346'REACHED FROM THE POST OFFICE AT CONDON GO NORTHWEST ON STATE HIGHWAY
 RC0346'206 FOR 16.4 MILES TO THE MIKKALI ROAD ON THE RIGHT, TURN RIGHT, GO
 RC0346'NORTH ON THE MIKKALI ROAD FOR ABOUT 0.2 MILE TO A LARGE WIRE GATE ON
 RC0346'EACH SIDE OF THE ROAD.  MARK IS SUPPOSED TO BE IN THE WEST FENCE LINE,
 RC0346'89 FEET SOUTH OF THE SOUTH GATE POST, AND 33 FEET WEST OF THE CENTER
 RC0346'LINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0347 ***********************************************************************
 RC0347  DESIGNATION -  DEVILS HILL 2 RM 2
 RC0347  PID         -  RC0347
 RC0347  STATE/COUNTY-  OR/GILLIAM
 RC0347  USGS QUAD   -  ESAU CANYON (1970)
 RC0347
 RC0347                         *CURRENT SURVEY CONTROL
 RC0347  ___________________________________________________________________
 RC0347* NAD 83(1986)-  45 22 49.     (N)    120 23 39.     (W)     SCALED    
 RC0347* NAVD 88     -       836.054  (meters)    2742.95   (feet)  ADJUSTED  
 RC0347  ___________________________________________________________________
 RC0347  GEOID HEIGHT-         -21.05  (meters)                     GEOID03
 RC0347  DYNAMIC HT  -         835.930 (meters)    2742.55  (feet)  COMP
 RC0347  MODELED GRAV-     980,439.4   (mgal)                       NAVD 88
 RC0347
 RC0347  VERT ORDER  -  SECOND    CLASS 0
 RC0347
 RC0347.The horizontal coordinates were scaled from a topographic map and have
 RC0347.an estimated accuracy of +/- 6 seconds.
 RC0347
 RC0347.The orthometric height was determined by differential leveling
 RC0347.and adjusted in June 1991.
 RC0347
 RC0347.The geoid height was determined by GEOID03.
 RC0347
 RC0347.The dynamic height is computed by dividing the NAVD 88
 RC0347.geopotential number by the normal gravity value computed on the
 RC0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0347.degrees latitude (g = 980.6199 gals.).
 RC0347
 RC0347.The modeled gravity was interpolated from observed gravity values.
 RC0347
 RC0347;                    North         East    Units  Estimated Accuracy
 RC0347;SPC OR N     -   190,430.    2,508,290.      MT  (+/- 180 meters Scaled)
 RC0347
 RC0347                          SUPERSEDED SURVEY CONTROL
 RC0347
 RC0347  NGVD 29 (??/??/92)  835.015  (m)         2739.55   (f) ADJ UNCH    2 0
 RC0347
 RC0347.Superseded values are not recommended for survey control.
 RC0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0347.See file dsdata.txt to determine how the superseded data were derived.
 RC0347
 RC0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGR040284(NAD 83)
 RC0347_MARKER: DR = REFERENCE MARK DISK
 RC0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC0347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC0347_STAMPING: DEVILS HILL 2 USGS 1946 NO. 2
 RC0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0347+STABILITY: SURFACE MOTION
 RC0347
 RC0347  HISTORY     - Date     Condition        Report By
 RC0347  HISTORY     - 1946     MONUMENTED       CGS
 RC0347
 RC0347                          STATION DESCRIPTION
 RC0347
 RC0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RC0347'17.95 MI NW FROM CONDON.
 RC0347'TO REACH FROM CONDON CITY HALL FOLLOW STATE HIGHWAY 206 NORTHWEST
 RC0347'ABOUT 17.3 MILES TO JUNCTION OF MIKKALO ROAD WITH HIGHWAY, FOLLOW
 RC0347'MIKKALO ROAD ABOUT 0.15 MILE TO LARGE WIRE GATE ON WEST SIDE OF ROAD,
 RC0347'PASS THROUGH GATE AND GO NORTHWEST ABOUT 0.5 MILE TO HIGHEST POINT ON
 RC0347'HILL, MARK IS 40.7 FEET SOUTHEAST OF STATION MARK, 63.9 FEET SOUTH OF
 RC0347'REFERENCE MARK NO. 1.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2259 ***********************************************************************
 RC2259  DESIGNATION -  DEVILS PEAK LOOKOUT
 RC2259  PID         -  RC2259
 RC2259  STATE/COUNTY-  OR/CLACKAMAS
 RC2259  USGS QUAD   -  GOVERNMENT CAMP (1980)
 RC2259
 RC2259                         *CURRENT SURVEY CONTROL
 RC2259  ___________________________________________________________________
 RC2259* NAD 83(1991)-  45 15 50.67433(N)    121 52 32.79943(W)     ADJUSTED  
 RC2259* NAVD 88     -              **(meters)            **(feet)            
 RC2259  ___________________________________________________________________
 RC2259  LAPLACE CORR-           9.51  (seconds)                    DEFLEC99
 RC2259  GEOID HEIGHT-         -21.19  (meters)                     GEOID03
 RC2259  HORZ ORDER  -  THIRD
 RC2259
 RC2259.The horizontal coordinates were established by classical geodetic methods
 RC2259.and adjusted by the National Geodetic Survey in October 1991.
 RC2259
 RC2259
 RC2259.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2259
 RC2259.The geoid height was determined by GEOID03.
 RC2259
 RC2259;                    North         East     Units Scale Factor Converg.
 RC2259;SPC OR N     -   178,425.738 2,392,040.184   MT  0.99989596   -0 58 32.5
 RC2259;SPC OR N     -   585,386.28  7,847,900.87   iFT  0.99989596   -0 58 32.5
 RC2259;UTM  10      - 5,012,901.300   588,197.918   MT  0.99969564   +0 47 55.1
 RC2259
 RC2259                          SUPERSEDED SURVEY CONTROL
 RC2259
 RC2259  NAD 83(1986)-  45 15 50.69427(N)    121 52 32.80273(W) AD(       ) 4
 RC2259  NAD 27      -  45 15 51.28000(N)    121 52 28.48000(W) AD(       ) 3
 RC2259
 RC2259.Superseded values are not recommended for survey control.
 RC2259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2259.See file dsdata.txt to determine how the superseded data were derived.
 RC2259
 RC2259_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER8819812901(NAD 83)
 RC2259
 RC2259  HISTORY     - Date     Condition        Report By
 RC2259  HISTORY     - 1939     MONUMENTED       CGS
 RC2259  HISTORY     - 1941     SEE DESCRIPTION  USFS
 RC2259
 RC2259                          STATION DESCRIPTION
 RC2259
 RC2259'DESCRIBED BY US FOREST SERVICE 1941
 RC2259'THIS INTERSECTION STATION IS CENTER OF U.S. FOREST SERVICE
 RC2259'LOOKOUT TOWER ON SUMMIT OF DEVILS PEAK, ELEVATION 5054 FEET,
 RC2259'SITUATED ABOUT 7 MILES SW OF GOVERNMENT CAMP, IN CASCADE
 RC2259'RANGE.  LOOKOUT CONSISTS OF HOUSE ON 20-FOOT WOODEN STAND.
 RC2259'
 RC2259'A U.S.G.S. VERTICAL ANGLE BENCH MARK DISK, CEMENTED INTO ROCK
 RC2259'OUTCROP, IS DISTANT 30 FEET FROM CENTER OF LOOKOUT IN AZIMUTH
 RC2259'336 DEG 53 MIN.
 RC2259'
 RC2259'STATION IS REACHED FROM GOVERNMENT CAMP BY DRIVING E ABOUT 0.5
 RC2259'MILE ON MOUNT HOOD LOOP HIGHWAY, THENCE S AND W BY FOREST ROADS
 RC2259'ABOUT 10 MILES TO END OF TRUCK TRAVEL, THENCE BY TRAIL ABOUT 2
 RC2259'MILES TO STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2260 ***********************************************************************
 RC2260  DESIGNATION -  DEVILS PEAK LOOKOUT HOUSE
 RC2260  PID         -  RC2260
 RC2260  STATE/COUNTY-  OR/CLACKAMAS
 RC2260  USGS QUAD   -  GOVERNMENT CAMP (1980)
 RC2260
 RC2260                         *CURRENT SURVEY CONTROL
 RC2260  ___________________________________________________________________
 RC2260* NAD 83(1991)-  45 15 50.95249(N)    121 52 32.44454(W)     ADJUSTED  
 RC2260* NAVD 88     -              **(meters)            **(feet)            
 RC2260  ___________________________________________________________________
 RC2260  LAPLACE CORR-           9.48  (seconds)                    DEFLEC99
 RC2260  GEOID HEIGHT-         -21.19  (meters)                     GEOID03
 RC2260  HORZ ORDER  -  THIRD
 RC2260
 RC2260.The horizontal coordinates were established by classical geodetic methods
 RC2260.and adjusted by the National Geodetic Survey in October 1991.
 RC2260
 RC2260
 RC2260.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2260
 RC2260.The geoid height was determined by GEOID03.
 RC2260
 RC2260;                    North         East     Units Scale Factor Converg.
 RC2260;SPC OR N     -   178,434.191 2,392,048.065   MT  0.99989597   -0 58 32.2
 RC2260;SPC OR N     -   585,414.01  7,847,926.72   iFT  0.99989597   -0 58 32.2
 RC2260;UTM  10      - 5,012,909.992   588,205.532   MT  0.99969566   +0 47 55.4
 RC2260
 RC2260                          SUPERSEDED SURVEY CONTROL
 RC2260
 RC2260  NAD 83(1986)-  45 15 50.97573(N)    121 52 32.44343(W) AD(       ) 4
 RC2260  NAD 27      -  45 15 51.55400(N)    121 52 28.13100(W) AD(       ) 3
 RC2260
 RC2260.Superseded values are not recommended for survey control.
 RC2260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2260.See file dsdata.txt to determine how the superseded data were derived.
 RC2260
 RC2260_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER8820612910(NAD 83)
 RC2260
 RC2260  HISTORY     - Date     Condition        Report By
 RC2260  HISTORY     - 1947     MONUMENTED       CGS
 RC2260
 RC2260                          STATION DESCRIPTION
 RC2260
 RC2260'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (WRH)
 RC2260'THE STATION IS LOCATED IN THE MT. HOOD NATIONAL FOREST.  ABOUT
 RC2260'6-1/2 MILES AIRLINE SOUTHWEST OF GOVERNMENT CAMP.  ABOUT 5 MILES
 RC2260'AIRLINE SOUTH OF RHODODENDRON.  IT IS A SMALL WOOD BUILDING
 RC2260'SETTING ON THE GROUND ON THE HIGHEST POINT OF THE PEAK.  THE
 RC2260'BUILDING IS PAINTED WHITE AND HAS A POINTED ROOF.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1046 ***********************************************************************
 NZ1046  DESIGNATION -  DEVILS PEAK LOOKOUT HOUSE
 NZ1046  PID         -  NZ1046
 NZ1046  STATE/COUNTY-  OR/KLAMATH
 NZ1046  USGS QUAD   -  DEVILS PEAK (1985)
 NZ1046
 NZ1046                         *CURRENT SURVEY CONTROL
 NZ1046  ___________________________________________________________________
 NZ1046* NAD 83(1991)-  42 38 35.07745(N)    122 12 49.49433(W)     ADJUSTED  
 NZ1046* NAVD 88     -              **(meters)            **(feet)            
 NZ1046  ___________________________________________________________________
 NZ1046  LAPLACE CORR-           5.00  (seconds)                    DEFLEC99
 NZ1046  GEOID HEIGHT-         -22.35  (meters)                     GEOID03
 NZ1046  HORZ ORDER  -  THIRD
 NZ1046
 NZ1046.The horizontal coordinates were established by classical geodetic methods
 NZ1046.and adjusted by the National Geodetic Survey in October 1991.
 NZ1046
 NZ1046
 NZ1046.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ1046
 NZ1046.The geoid height was determined by GEOID03.
 NZ1046
 NZ1046;                    North         East     Units Scale Factor Converg.
 NZ1046;SPC OR S     -   109,900.606 1,359,471.925   MT  0.99993640   -1 10 20.8
 NZ1046;SPC OR S     -   360,566.29  4,460,209.73   iFT  0.99993640   -1 10 20.8
 NZ1046;UTM  10      - 4,721,479.957   564,455.931   MT  0.99965111   +0 31 57.5
 NZ1046
 NZ1046                          SUPERSEDED SURVEY CONTROL
 NZ1046
 NZ1046  NAD 83(1986)-  42 38 35.07369(N)    122 12 49.50310(W) AD(       ) 4
 NZ1046  NAD 27      -  42 38 35.60000(N)    122 12 45.41000(W) AD(       ) 3
 NZ1046
 NZ1046.Superseded values are not recommended for survey control.
 NZ1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1046.See file dsdata.txt to determine how the superseded data were derived.
 NZ1046
 NZ1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN6445621480(NAD 83)
 NZ1046_MARKER: 57 = LOOKOUT TOWER
 NZ1046
 NZ1046  HISTORY     - Date     Condition        Report By
 NZ1046  HISTORY     - 1931     FIRST OBSERVED   CGS
 NZ1046  HISTORY     - 1933     GOOD             CGS
 NZ1046  HISTORY     - 1933     GOOD             CGS
 NZ1046
 NZ1046                          STATION DESCRIPTION
 NZ1046
 NZ1046'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NZ1046'IN CASCADE RANGE, ABOUT 12 MILES AIRLINE SOUTHWEST OF FORT
 NZ1046'KLAMATH, APPROXIMATE ELEVATION 7600 FEET, NEAR HEADWATERS OF
 NZ1046'SEVENMILE CREEK.  FROM FORT KLAMATH, DRIVE WEST ABOUT 4 MILES
 NZ1046'TO SEVENMILE GUARD STATION, THEN TAKE FOREST ROADS AND TRAIL TO
 NZ1046'LOOKOUT, DISTANCE ABOUT 12 MILES.  STATION IS CENTER OF DEVILS
 NZ1046'PEAK LOOKOUT HOUSE.
 NZ1046
 NZ1046                          STATION RECOVERY (1933)
 NZ1046
 NZ1046'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (FGJ)
 NZ1046'THIS INTERSECTED POSITION IS CENTER OF LOOKOUT HOUSE ON DEVILS
 NZ1046'PEAK, ONE OF GROUP OF ROCKY PEAKS ON MAIN DIVIDE OF CASCADE
 NZ1046'RANGE, JUST S OF SEVEN LAKES, AT HEAD OF SEVENMILE CREEK.  TRAIL
 NZ1046'EXTENDS FROM SEVENMILE GUARD STATION TO LOOKOUT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0693 ***********************************************************************
 PA0693  DESIGNATION -  DEVINE
 PA0693  PID         -  PA0693
 PA0693  STATE/COUNTY-  OR/HARNEY
 PA0693  USGS QUAD   -  MOSQUITO FLAT (1990)
 PA0693
 PA0693                         *CURRENT SURVEY CONTROL
 PA0693  ___________________________________________________________________
 PA0693* NAD 83(1991)-  43 47 11.25155(N)    119 01 00.43766(W)     ADJUSTED  
 PA0693* NAVD 88     -      1604.5    (meters)    5264.     (feet)  VERTCON   
 PA0693  ___________________________________________________________________
 PA0693  LAPLACE CORR-           3.19  (seconds)                    DEFLEC99
 PA0693  GEOID HEIGHT-         -18.43  (meters)                     GEOID03
 PA0693  HORZ ORDER  -  THIRD
 PA0693
 PA0693.The horizontal coordinates were established by classical geodetic methods
 PA0693.and adjusted by the National Geodetic Survey in October 1991.
 PA0693
 PA0693.The NAVD 88 height was computed by applying the VERTCON shift value to
 PA0693.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PA0693
 PA0693.The Laplace correction was computed from DEFLEC99 derived deflections.
 PA0693
 PA0693.The geoid height was determined by GEOID03.
 PA0693
 PA0693;                    North         East     Units Scale Factor Converg.
 PA0693;SPC OR S     -   236,534.809 1,619,376.727   MT  0.99995274   +1 00 53.0
 PA0693;SPC OR S     -   776,032.84  5,312,915.77   iFT  0.99995274   +1 00 53.0
 PA0693;UTM  11      - 4,850,132.423   337,725.519   MT  0.99992390   -1 23 45.1
 PA0693
 PA0693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PA0693!SPC OR S     -   0.99975136  x   0.99995274  =   0.99970411
 PA0693!UTM  11      -   0.99975136  x   0.99992390  =   0.99967528
 PA0693
 PA0693                          SUPERSEDED SURVEY CONTROL
 PA0693
 PA0693  NAD 83(1986)-  43 47 11.25699(N)    119 01 00.43250(W) AD(       ) 3
 PA0693  NAD 27      -  43 47 11.70600(N)    119 00 56.64900(W) AD(       ) 3
 PA0693  NGVD 29 (07/19/86) 1603.2    (m)         5260.     (f) VERT ANG    3  
 PA0693
 PA0693.Superseded values are not recommended for survey control.
 PA0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0693.See file dsdata.txt to determine how the superseded data were derived.
 PA0693
 PA0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ3772650132(NAD 83)
 PA0693_MARKER: DD = SURVEY DISK
 PA0693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0693_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PA0693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0693+STABILITY: SURFACE MOTION
 PA0693
 PA0693  HISTORY     - Date     Condition        Report By
 PA0693  HISTORY     - 1957     MONUMENTED       USFS
 PA0693
 PA0693                          STATION DESCRIPTION
 PA0693
 PA0693'DESCRIBED BY US FOREST SERVICE 1957 (WJB)
 PA0693'THIS STATION WAS OCCUPIED FOR VERTICLE ANGLES ONLY.
 PA0693'
 PA0693'THE STATION IS LOCATED ABOUT 13-1/2 MILES NORTH NORTHEAST OF
 PA0693'BURNS AND ABOUT 2 MILES WEST OF U.S. HIGHWAY 395, ON A HIGH SAGE
 PA0693'COVERED RIDGE WITH TIMBER ON THE SIDE.
 PA0693'
 PA0693'TO REACH THE STATION FROM THE POST OFFICE IN BURNS, GO NORTHERLY
 PA0693'ON U.S. HIGHWAY 395 FOR 15.1 MILES TO A U.S. FOREST SERVICE
 PA0693'BOUNDRY SIGN ON THE LEFT.  CONTINUE ON HIGHWAY FOR 1.3 MILES TO
 PA0693'A DIM TRACK ROAD ON THE LEFT JUST BELOW A ROCK QUARRY.  TAKE LEFT
 PA0693'TRACK ROAD AND CONTINUE UP GRADE OUT OF CANYON FOR 0.4 MILE TO
 PA0693'A GATE.  PASS THROUGH GATE AND CONTINUE ON MAIN TRACK ROAD FOR
 PA0693'0.7 MILE TO CROSS ROADS ON TOP OF RIDGE.  CONTINUE STRAIGHT
 PA0693'AHEAD FOR 0.3 MILE TO A WOOD GATE.  (STATION IS ON RIDGE TO
 PA0693'RIGHT ABOUT 1/2 MILE) PASS THROUGH GATE AND GO 0.3 MILE TO A
 PA0693'ROAD JUNCTION.  TURN SHARP RIGHT AND GO 0.4 MILE TO
 PA0693'SMALL SADDLE ON TOP OF RIDGE.  TURN RIGHT OFF ROAD AND FOLLOW
 PA0693'CREST OF RIDGE CROSS COUNTRY 0.4 MILE TO STATION ABOUT 75
 PA0693'YARDS SOUTH OF THE CREST OF RIDGE, NEAR A WHITE POST.
 PA0693'
 PA0693'THE MARK IS A STANDARD BRONZE FOREST SERVICE DISK STAMPED DEVINE
 PA0693'1957, SET IN THE TOP OF A PRECAST CONCRETE POST PROJECTING ABOUT
 PA0693'14 INCHES.
 PA0693'
 PA0693'HEIGHT OF LIGHT ABOVE STATION MARK 1.11 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1369 ***********************************************************************
 OA1369  DESIGNATION -  DEWEY
 OA1369  PID         -  OA1369
 OA1369  STATE/COUNTY-  OR/COOS
 OA1369  USGS QUAD   -  NORTH BEND (1971)
 OA1369
 OA1369                         *CURRENT SURVEY CONTROL
 OA1369  ___________________________________________________________________
 OA1369* NAD 83(1991)-  43 24 17.10629(N)    124 13 17.57304(W)     ADJUSTED  
 OA1369* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 OA1369  ___________________________________________________________________
 OA1369  LAPLACE CORR-          16.81  (seconds)                    DEFLEC99
 OA1369  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 OA1369  HORZ ORDER  -  THIRD
 OA1369
 OA1369.The horizontal coordinates were established by classical geodetic methods
 OA1369.and adjusted by the National Geodetic Survey in October 1991.
 OA1369
 OA1369.The orthometric height was scaled from a topographic map.
 OA1369
 OA1369.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1369
 OA1369.The geoid height was determined by GEOID03.
 OA1369
 OA1369;                    North         East     Units Scale Factor Converg.
 OA1369;SPC OR S     -   199,767.888 1,198,669.240   MT  0.99990308   -2 32 45.9
 OA1369;SPC OR S     -   655,406.46  3,932,641.86   iFT  0.99990308   -2 32 45.9
 OA1369;UTM  10      - 4,806,487.964   401,089.233   MT  0.99972034   -0 50 22.0
 OA1369
 OA1369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1369!SPC OR S     -   1.00000275  x   0.99990308  =   0.99990583
 OA1369!UTM  10      -   1.00000275  x   0.99972034  =   0.99972309
 OA1369
 OA1369:                Primary Azimuth Mark                     Grid Az
 OA1369:SPC OR S     -  MABRY RESET                              031 32 15.7
 OA1369:UTM  10      -  MABRY RESET                              029 49 51.8
 OA1369
 OA1369|---------------------------------------------------------------------|
 OA1369| PID    Reference Object                     Distance      Geod. Az  |
 OA1369|                                                           dddmmss.s |
 OA1369| OA1374 MABRY RESET                         APPROX. 2.8 KM 0285929.8 |
 OA1369|---------------------------------------------------------------------|
 OA1369
 OA1369                          SUPERSEDED SURVEY CONTROL
 OA1369
 OA1369  NAD 83(1986)-  43 24 17.10354(N)    124 13 17.61958(W) AD(       ) 3
 OA1369  NAD 27      -  43 24 17.70100(N)    124 13 13.22100(W) AD(       ) 3
 OA1369
 OA1369.Superseded values are not recommended for survey control.
 OA1369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1369.See file dsdata.txt to determine how the superseded data were derived.
 OA1369
 OA1369_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP0108906488(NAD 83)
 OA1369
 OA1369  HISTORY     - Date     Condition        Report By
 OA1369  HISTORY     - 1862     MONUMENTED       CGS
 OA1369  HISTORY     - 1889     SEE DESCRIPTION  CGS
 OA1369  HISTORY     - 1924     SEE DESCRIPTION  CGS
 OA1369  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OA1369  HISTORY     - 19940624 MARK NOT FOUND   USPSQD
 OA1369
 OA1369                          STATION DESCRIPTION
 OA1369
 OA1369'DESCRIBED BY COAST AND GEODETIC SURVEY 1889
 OA1369'STATION IS ON TOP OF A SMALL POINT FORMING THE SOUTHERN LIMIT
 OA1369'OF A BIGHT AND JUST BACK OF DEWEY ROCK.  THE STATION IS MARKED
 OA1369'BY A DRILL HOLE IN A STONE 1-1/2 FEET BELOW THE SURFACE AND BY 3
 OA1369'STUBS WITH COPPER TACKS, DISTANT 1.83 METERS.
 OA1369
 OA1369                          STATION RECOVERY (1924)
 OA1369
 OA1369'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1924 (LBC)
 OA1369'THIS STATION FOUND DESTROYED.
 OA1369
 OA1369                          STATION RECOVERY (1934)
 OA1369
 OA1369'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (LAM)
 OA1369'THIS STATION IS ON TOP OF A SMALL POINT JUST W OF DEWEY ROCK.  THE
 OA1369'STATION WAS MARKED BY A DRILL HOLE IN A ROCK BURIED 1.5
 OA1369'FEET.  THE LOCALITY IS NOW IN THE TOWN OF NORTH BEND, AND IN 1924
 OA1369'IT WAS REPORTED THAT THE STATION HAD BEEN DESTROYED BY WATERFRONT
 OA1369'DEVELOPMENT.
 OA1369
 OA1369                          STATION RECOVERY (1994)
 OA1369
 OA1369'RECOVERY NOTE BY US POWER SQUADRON 1994
 OA1369'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AJ8170 ***********************************************************************
 AJ8170  DESIGNATION -  DEX
 AJ8170  PID         -  AJ8170
 AJ8170  STATE/COUNTY-  OR/CLACKAMAS
 AJ8170  USGS QUAD   -  MT LOWE (1997)
 AJ8170
 AJ8170                         *CURRENT SURVEY CONTROL
 AJ8170  ___________________________________________________________________
 AJ8170* NAD 83(2007)-  44 58 46.34045(N)    121 58 55.91286(W)     ADJUSTED  
 AJ8170* NAVD 88     -      1454.0    (meters)    4770.     (feet)  GPS OBS   
 AJ8170  ___________________________________________________________________
 AJ8170  EPOCH DATE  -        2007.00
 AJ8170  X           -  -2,394,156.153 (meters)                     COMP
 AJ8170  Y           -  -3,834,101.058 (meters)                     COMP
 AJ8170  Z           -   4,486,752.868 (meters)                     COMP
 AJ8170  LAPLACE CORR-           6.72  (seconds)                    DEFLEC99
 AJ8170  ELLIP HEIGHT-        1432.558 (meters)          (02/10/07) ADJUSTED
 AJ8170  GEOID HEIGHT-         -21.43  (meters)                     GEOID03
 AJ8170
 AJ8170  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ8170  Type    PID    Designation                      North   East  Ellip
 AJ8170  -------------------------------------------------------------------
 AJ8170  NETWORK AJ8170 DEX                               0.61   0.45   1.92
 AJ8170  -------------------------------------------------------------------
 AJ8170
 AJ8170.The horizontal coordinates were established by GPS observations
 AJ8170.and adjusted by the National Geodetic Survey in February 2007.
 AJ8170
 AJ8170.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ8170.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ8170.The horizontal coordinates are valid at the epoch date displayed above.
 AJ8170.The epoch date for horizontal control is a decimal equivalence
 AJ8170.of Year/Month/Day.
 AJ8170
 AJ8170.The orthometric height was determined by GPS observations and a
 AJ8170.high-resolution geoid model.
 AJ8170
 AJ8170.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8170
 AJ8170.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8170
 AJ8170.The ellipsoidal height was determined by GPS observations
 AJ8170.and is referenced to NAD 83.
 AJ8170
 AJ8170.The geoid height was determined by GEOID03.
 AJ8170
 AJ8170;                    North         East     Units Scale Factor Converg.
 AJ8170;SPC OR N     -   146,960.256 2,383,110.038   MT  0.99990001   -1 03 04.2
 AJ8170;SPC OR N     -   482,153.07  7,818,602.49   iFT  0.99990001   -1 03 04.2
 AJ8170;UTM  10      - 4,981,181.287   580,246.920   MT  0.99967918   +0 43 10.1
 AJ8170
 AJ8170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8170!SPC OR N     -   0.99977544  x   0.99990001  =   0.99967548
 AJ8170!UTM  10      -   0.99977544  x   0.99967918  =   0.99945470
 AJ8170
 AJ8170                          SUPERSEDED SURVEY CONTROL
 AJ8170
 AJ8170  NAD 83(1998)-  44 58 46.33878(N)    121 58 55.91346(W) AD(       ) B
 AJ8170  ELLIP H (02/26/02) 1432.563  (m)                       GP(       ) 3 2
 AJ8170
 AJ8170.Superseded values are not recommended for survey control.
 AJ8170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8170.See file dsdata.txt to determine how the superseded data were derived.
 AJ8170
 AJ8170_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ8024781181(NAD 83)
 AJ8170_MARKER: DD = SURVEY DISK
 AJ8170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8170_STAMPING: DEX 2000
 AJ8170_MARK LOGO: OR-005
 AJ8170_PROJECTION: RECESSED 5 CENTIMETERS
 AJ8170_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ8170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8170+STABILITY: SURFACE MOTION
 AJ8170_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8170+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2000
 AJ8170
 AJ8170  HISTORY     - Date     Condition        Report By
 AJ8170  HISTORY     - 20000901 MONUMENTED       OR-005
 AJ8170
 AJ8170                          STATION DESCRIPTION
 AJ8170
 AJ8170'DESCRIBED BY CLACKAMAS COUNTY OREGON 2000 (CRC)
 AJ8170'THIS STATION IS LOCATED ABOUT 80.8 KM (50.2 MI) SOUTHEAST OF PORTLAND,
 AJ8170'50.2 KM (31.2
 AJ8170'MI) SOUTHEAST OF MOLALLA, 44.3 KM (27.5 MI) SOUTHEAST OF ESTACADA, ON
 AJ8170'THE WESTERLY
 AJ8170'SIDE OF RHODODENDRON RIDGE NEAR THE TOP, AND IS NORTH-NORTHEAST FROM
 AJ8170'MT. LOWE, IN
 AJ8170'SECTION 8, T. 7 S., R. 7 E., W.M.   OWNERSHIP - U.S. FOREST SERVICE,
 AJ8170'CLACKAMAS RIVER RANGER
 AJ8170'DISTRICT.
 AJ8170' 
 AJ8170'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 211 AND
 AJ8170'224 IN ESTACADA,
 AJ8170'GO SOUTHEASTERLY ON HIGHWAY 224 FOR 40.8 KM (25.3 MI) TO A
 AJ8170'Y-INTERSECTION JUST SOUTH OF
 AJ8170'THE BRIDGE OVER THE OAK GROVE BRANCH OF  THE CLACKAMAS RIVER.  TAKE
 AJ8170'THE RIGHT FORK,
 AJ8170'WHERE HIGHWAY 224 BECOMES U.S. FOREST SERVICE ROAD 46 AND GO SOUTHERLY
 AJ8170'ON FOREST
 AJ8170'ROAD 46 FOR 26.4 KM (16.4 MI) TO U.S. FOREST SERVICE ROAD 42 ON THE
 AJ8170'LEFT.
 AJ8170'CONTINUE AHEAD ON FOREST ROAD 46 FOR 1.8 KM (1.1 MI) TO THE JUNCTION
 AJ8170'OF U.S. FOREST SERVICE
 AJ8170'ROAD 4670.  TURN RIGHT, WEST, ON FOREST ROAD 4670 FOR 0.6 KM (0.4 MI)
 AJ8170'TO A BRIDGE OVER
 AJ8170'THE CLACKAMAS RIVER.  TURN LEFT, CONTINUING ON FOREST ROAD 4670 FOR
 AJ8170'6.6 KM (4.1 MI) TO THE
 AJ8170'JUNCTION OF  U.S. FOREST SERVICE ROAD 6310.   CONTINUE STRAIGHT, WEST,
 AJ8170'ON FOREST ROAD
 AJ8170'6310 FOR 2.6 KM 1.6 MI TO A ROCK PIT ON THE RIGHT AND THE STATION  ON
 AJ8170'THE SOUTHWESTERLY
 AJ8170'SIDE OF THE ROAD.
 AJ8170' 
 AJ8170'THE STATION IS A 9.5 CM (3.25 IN) BRONZE CAP ATTACHED TO  A 6 CM (2.4
 AJ8170'IN) STAINLESS STEEL PIPE
 AJ8170'0.75 M (30 IN) IN LENGTH, EMBEDDED IN A ROUND 30 CM (12 IN) DIAMETER
 AJ8170'CONCRETE POST THAT IS 1.2
 AJ8170'M (4 FT) DEEP, THE TOP OF WHICH IS RECESSED 5 CM (2 IN) BELOW THE
 AJ8170'SURFACE.  IT IS 26 M (86 FT)
 AJ8170'SOUTH-SOUTHWEST FROM A 7.6 M (25 FT) TALL 30 CM (12 IN) DIAMETER TREE,
 AJ8170'27.7 M (91 FT)
 AJ8170'WEST-SOUTHWEST FROM A 7.6 M (25 FT) TALL 25 CM (10 IN) DIAMETER FIR
 AJ8170'TREE.  IT IS 75 M (250 FT)
 AJ8170'NORTHWESTERLY OF THE ROCK PIT.
 AJ8170' 
 AJ8170'A ROAD MAP AND THE ROAD ATLAS MAPS MAY BE OBTAINED AT THE CLACKAMAS
 AJ8170'COUNTY
 AJ8170'DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT (DTD), 9101 S.E.
 AJ8170'SUNNYBROOK BLVD.,
 AJ8170'CLACKAMAS, OR 97015 .  PHONE 503-353-4681.  A MT. HOOD NATIONAL FOREST
 AJ8170'MAP MAY BE OBTAINED
 AJ8170'AT THE CLACKAMAS RIVER RANGER DISTRICT, U.S. FOREST SERVICE, 595 N.W.
 AJ8170'INDUSTRIAL WAY
 AJ8170'(FRONTAGE ROAD TO HIGHWAYS 211 AND 224), ESTACADA, OR 97023.  PHONE
 AJ8170'503-630-6861 AND
 AJ8170'503-630-8700.   THESE MAPS HAVE A MINOR FEE.
 AJ8170' 
 AJ8170' 
 AJ8170' 
 AJ8170' 
 AJ8170' 
 AJ8170' 
 AJ8170' 
 AJ8170' 
 AJ8170'
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2089 ***********************************************************************
 RD2089  DESIGNATION -  DEXTER
 RD2089  PID         -  RD2089
 RD2089  STATE/COUNTY-  OR/CLATSOP
 RD2089  USGS QUAD   -  TILLAMOOK HEAD (1973)
 RD2089
 RD2089                         *CURRENT SURVEY CONTROL
 RD2089  ___________________________________________________________________
 RD2089* NAD 83(1991)-  45 58 33.71222(N)    123 56 16.07568(W)     ADJUSTED  
 RD2089* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 RD2089  ___________________________________________________________________
 RD2089  LAPLACE CORR-          16.85  (seconds)                    DEFLEC99
 RD2089  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 RD2089  HORZ ORDER  -  THIRD
 RD2089
 RD2089.The horizontal coordinates were established by classical geodetic methods
 RD2089.and adjusted by the National Geodetic Survey in October 1991.
 RD2089
 RD2089.The orthometric height was scaled from a topographic map.
 RD2089
 RD2089.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2089
 RD2089.The geoid height was determined by GEOID03.
 RD2089
 RD2089;                    North         East     Units Scale Factor Converg.
 RD2089;SPC OR N     -   262,297.969 2,233,663.790   MT  0.99999399   -2 26 16.9
 RD2089;SPC OR N     -   860,557.64  7,328,293.27   iFT  0.99999399   -2 26 16.9
 RD2089;UTM  10      - 5,091,811.914   427,352.826   MT  0.99966488   -0 40 27.7
 RD2089
 RD2089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2089!SPC OR N     -   1.00000254  x   0.99999399  =   0.99999653
 RD2089!UTM  10      -   1.00000254  x   0.99966488  =   0.99966742
 RD2089
 RD2089                          SUPERSEDED SURVEY CONTROL
 RD2089
 RD2089  NAD 83(1986)-  45 58 33.74254(N)    123 56 16.05295(W) AD(       ) 3
 RD2089  NAD 27      -  45 58 34.38388(N)    123 56 11.55812(W) AD(       ) 3
 RD2089
 RD2089.Superseded values are not recommended for survey control.
 RD2089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2089.See file dsdata.txt to determine how the superseded data were derived.
 RD2089
 RD2089_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR2735391812(NAD 83)
 RD2089
 RD2089  HISTORY     - Date     Condition        Report By
 RD2089  HISTORY     - 1874     MONUMENTED       CGS
 RD2089  HISTORY     - 1934     SEE DESCRIPTION  ORGS
 RD2089  HISTORY     - 1955     SEE DESCRIPTION  USGS
 RD2089
 RD2089                          STATION DESCRIPTION
 RD2089
 RD2089'DESCRIBED BY OREGON GEODETIC SURVEY 1934
 RD2089'THIS STATION IS IN THE EXTREME S PART OF SEASIDE, AND ABOUT 0.2
 RD2089'MILE S OF THE CITY LIMITS, AT THE LOCALITY KNOWN AS THE SAILORS
 RD2089'GRAVES.  IT IS AT THE POINT WHERE NECANICUM RIVER APPROACHES
 RD2089'NEAREST THE OCEAN.  THE STATION WAS PLACED ON A ROCKY RIDGE ABOUT
 RD2089'40 FEET E OF THE HIGH-WATER LINE.  THE STATION IS MARKED BY A
 RD2089'DRILL HOLE IN A BOULDER FLUSH WITH THE SURFACE OF THE GROUND.
 RD2089'IT WAS REPORTED A GOLF LINKS HAD BEEN CONSTRUCTED AT THIS POINT,
 RD2089'AND THE STATION COULD NOT BE FOUND.  IT IS PROBABLY LOST.
 RD2089
 RD2089                          STATION RECOVERY (1955)
 RD2089
 RD2089'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 RD2089'A SEARCH WAS MADE FOR THE STATION BUT IT IS APPARENT THAT THE
 RD2089'GENERAL AREA HAD BEEN SUBJECTED TO HEAVY STORM TIDES.  THIS
 RD2089'STATION SHOULD BE CARRIED AS PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0055 ***********************************************************************
 PA0055  DESIGNATION -  DF 326
 PA0055  PID         -  PA0055
 PA0055  STATE/COUNTY-  OR/HARNEY
 PA0055  USGS QUAD   -  PETES MOUNTAIN (1990)
 PA0055
 PA0055                         *CURRENT SURVEY CONTROL
 PA0055  ___________________________________________________________________
 PA0055* NAD 83(1986)-  43 47 12.     (N)    118 14 50.     (W)     SCALED    
 PA0055* NAVD 88     -      1181.744  (meters)    3877.11   (feet)  ADJUSTED  
 PA0055  ___________________________________________________________________
 PA0055  GEOID HEIGHT-         -18.28  (meters)                     GEOID03
 PA0055  DYNAMIC HT  -        1181.211 (meters)    3875.36  (feet)  COMP
 PA0055  MODELED GRAV-     980,127.6   (mgal)                       NAVD 88
 PA0055
 PA0055  VERT ORDER  -  FIRST     CLASS II
 PA0055
 PA0055.The horizontal coordinates were scaled from a topographic map and have
 PA0055.an estimated accuracy of +/- 6 seconds.
 PA0055
 PA0055.The orthometric height was determined by differential leveling
 PA0055.and adjusted in June 1991.
 PA0055
 PA0055.The geoid height was determined by GEOID03.
 PA0055
 PA0055.The dynamic height is computed by dividing the NAVD 88
 PA0055.geopotential number by the normal gravity value computed on the
 PA0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0055.degrees latitude (g = 980.6199 gals.).
 PA0055
 PA0055.The modeled gravity was interpolated from observed gravity values.
 PA0055
 PA0055;                    North         East    Units  Estimated Accuracy
 PA0055;SPC OR S     -   237,940.    1,681,300.      MT  (+/- 180 meters Scaled)
 PA0055
 PA0055                          SUPERSEDED SURVEY CONTROL
 PA0055
 PA0055  NGVD 29 (??/??/92) 1180.604  (m)         3873.36   (f) ADJ UNCH    1 2
 PA0055
 PA0055.Superseded values are not recommended for survey control.
 PA0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0055.See file dsdata.txt to determine how the superseded data were derived.
 PA0055
 PA0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ996489(NAD 83)
 PA0055_MARKER: DD = SURVEY DISK
 PA0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PA0055_STAMPING: DF 326 PI 547+84.6
 PA0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0055+STABILITY: SURFACE MOTION
 PA0055
 PA0055  HISTORY     - Date     Condition        Report By
 PA0055  HISTORY     - UNK      MONUMENTED       ORDT
 PA0055  HISTORY     - 1943     GOOD             NGS
 PA0055  HISTORY     - 1967     GOOD             NGS
 PA0055
 PA0055                          STATION DESCRIPTION
 PA0055
 PA0055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PA0055'10.55 MI W FROM JUNTURA.
 PA0055'ABOUT 10.55 MILES WEST ALONG U.S. HIGHWAY 20 FROM THE STATION AT
 PA0055'JUNTURA, MALHEUR COUNTY, AT HIGHWAY MILAGE 179.35, ON THE OUTSIDE OF
 PA0055'AND AT THE CENTER OF A LONG CURVE, 218 FEET NORTH OF THE CENTER OF THE
 PA0055'HIGHWAY AND 2 FEET NORTHEAST OF A REFERENCE POST.
 PA0055
 PA0055                          STATION RECOVERY (1967)
 PA0055
 PA0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 PA0055'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0828 ***********************************************************************
 NY0828  DESIGNATION -  DIABLO
 NY0828  PID         -  NY0828
 NY0828  STATE/COUNTY-  OR/LAKE
 NY0828  USGS QUAD   -  DIABLO PEAK (1986)
 NY0828
 NY0828                         *CURRENT SURVEY CONTROL
 NY0828  ___________________________________________________________________
 NY0828* NAD 83(1991)-  42 57 55.71223(N)    120 33 55.90090(W)     ADJUSTED  
 NY0828* NAVD 88     -      1874.3    (meters)    6149.     (feet)  VERTCON   
 NY0828  ___________________________________________________________________
 NY0828  LAPLACE CORR-           3.75  (seconds)                    DEFLEC99
 NY0828  GEOID HEIGHT-         -20.54  (meters)                     GEOID03
 NY0828  HORZ ORDER  -  FIRST
 NY0828
 NY0828.The horizontal coordinates were established by classical geodetic methods
 NY0828.and adjusted by the National Geodetic Survey in October 1991.
 NY0828
 NY0828.The NAVD 88 height was computed by applying the VERTCON shift value to
 NY0828.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NY0828
 NY0828.The Laplace correction was computed from DEFLEC99 derived deflections.
 NY0828
 NY0828.The geoid height was determined by GEOID03.
 NY0828
 NY0828;                    North         East     Units Scale Factor Converg.
 NY0828;SPC OR S     -   144,276.718 1,494,654.321   MT  0.99990086   -0 02 41.4
 NY0828;SPC OR S     -   473,348.81  4,903,721.53   iFT  0.99990086   -0 02 41.4
 NY0828;UTM  10      - 4,759,856.678   698,545.197   MT  1.00008498   +1 39 35.2
 NY0828
 NY0828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NY0828!SPC OR S     -   0.99970936  x   0.99990086  =   0.99961025
 NY0828!UTM  10      -   0.99970936  x   1.00008498  =   0.99979432
 NY0828
 NY0828|---------------------------------------------------------------------|
 NY0828| PID    Reference Object                     Distance      Geod. Az  |
 NY0828|                                                           dddmmss.s |
 NY0828| CD6383 DIABLO RM S                          14.175 METERS 18119     |
 NY0828| NY0831 HOY                                 APPROX. 6.4 KM 2623342.8 |
 NY0828| CD6384 DIABLO RM NW                         22.480 METERS 32752     |
 NY0828|---------------------------------------------------------------------|
 NY0828
 NY0828                          SUPERSEDED SURVEY CONTROL
 NY0828
 NY0828  NAD 83(1986)-  42 57 55.72337(N)    120 33 55.90247(W) AD(       ) 1
 NY0828  NAD 27      -  42 57 56.19000(N)    120 33 51.98800(W) AD(       ) 1
 NY0828  NGVD 29 (07/19/86) 1873.1    (m)         6145.     (f) VERT ANG    3  
 NY0828
 NY0828.Superseded values are not recommended for survey control.
 NY0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0828.See file dsdata.txt to determine how the superseded data were derived.
 NY0828
 NY0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFN9854559857(NAD 83)
 NY0828_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NY0828_SETTING: 66 = SET IN ROCK OUTCROP
 NY0828
 NY0828  HISTORY     - Date     Condition        Report By
 NY0828  HISTORY     - 1920     MONUMENTED       CGS
 NY0828  HISTORY     - 1948     SEE DESCRIPTION  CGS
 NY0828  HISTORY     - 1968     SEE DESCRIPTION  USGS
 NY0828
 NY0828                          STATION DESCRIPTION
 NY0828
 NY0828'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (EWE)
 NY0828'ABOUT 20 MILES NORTH OF PAISLEY AND ABOUT 7 MILES EAST OF THE NORTH
 NY0828'END OF SUMMER LAKE, ON DIABLO MOUNTAIN, AND ABOUT 50 METERS SOUTH
 NY0828'OF ITS HIGHEST POINT.  THE STATION IS MARKED BY A BRONZE TABLET
 NY0828'IN BEDROCK AS DESCRIBED IN NOTE 2.  TWO REFERENCE MARKS, BRONZE
 NY0828'TABLETS IN BEDROCK, NOTE 12A, ARE, RESPECTIVELY, 14.16 METERS
 NY0828'(46.5 FEET) FROM THE STATION IN AZIMUTH 1 DEG 19 MIN AND 22.50
 NY0828'METERS (73.8 FEET) IN AZIMUTH 147 DEG 56 MIN.
 NY0828
 NY0828                          STATION RECOVERY (1948)
 NY0828
 NY0828'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MTP)
 NY0828'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 NY0828'CONDITION.  A NEW DESCRIPTION FOLLOWS--
 NY0828'
 NY0828'STATION IS LOCATED ABOUT 20 MILES NORTH OF PAISLEY, 7 MILES EAST
 NY0828'OF THE NORTH END OF SUMMER LAKE, AND ABOUT 50 METERS SOUTH OF THE
 NY0828'HIGHEST POINT OF DIABLO MOUNTAIN.  IT IS MARKED BY A STANDARD
 NY0828'DISK SET FLUSH IN BEDROCK AND IS STAMPED DIABLO 1920.
 NY0828'
 NY0828'THE TWO REFERENCE MARKS ARE STANDARD DISKS SET IN BEDROCK.  THE
 NY0828'ONE TO THE SOUTH BEING 4 FEET LOWER THAN STATION ELEVATION.  THE
 NY0828'ONE TO THE NORTHWEST, 4 FEET HIGHER THAN STATION ELEVATION.  THEY
 NY0828'ARE UNSTAMPED.
 NY0828'
 NY0828'TRIANGULATION STATION HOY SERVES AS THE AZIMUTH MARK FOR THIS
 NY0828'STATION.
 NY0828'
 NY0828'TO REACH THE STATION FROM THE POST OFFICE IN PAISLEY, GO NORTH
 NY0828'ON STATE HIGHWAY NO. 31 FOR .8 MILE TO SECOND SIDE ROAD RIGHT,
 NY0828'TURN RIGHT (NORTH) GOING ON TRACK ROAD FOR 5.7 MILES TO FORK RIGHT,
 NY0828'TURN RIGHT, GOING 4.9 MILES TO A DIM FORK LEFT IN A WASH, GO LEFT
 NY0828'FOR 5.6 MILES TO A VERY DIM FORK RIGHT, FOLLOW ROAD RIGHT ABOUT
 NY0828'.9 MILE (DIRECTLY TOWARDS HIGH RIDGE), THENCE LEFT, CROSSING
 NY0828'DEEP DITCH, PICK WAY ACROSS A VERY ROUGH VALLEY AND TO THE
 NY0828'SUMMIT OF A RIDGE AT THE NORTH END OF A LONG, WIDE DRAW.
 NY0828'CONTINUE AHEAD TOWARDS THE HIGHEST POINT OF A VISIBLE, SHARP PEAK,
 NY0828'TO A POINT JUST BELOW THE SUMMIT.  THE STATION MUST BE PACKED
 NY0828'FROM HERE (ABOUT 5 MINUTES).
 NY0828
 NY0828                          STATION RECOVERY (1968)
 NY0828
 NY0828'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 NY0828'ALL MARKS FOUND IN GOOD CONDITION.
 NY0828'
 NY0828'STATION REACHED BY HELICOPTER.
 NY0828'
 NY0828'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NY0828'STATION IS LOCATED ABOUT 20 MILES NORTH OF PAISLEY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0666 ***********************************************************************
 PA0666  DESIGNATION -  DIAMOND
 PA0666  PID         -  PA0666
 PA0666  STATE/COUNTY-  OR/HARNEY
 PA0666  USGS QUAD   -  DIAMOND (1967)
 PA0666
 PA0666                         *CURRENT SURVEY CONTROL
 PA0666  ___________________________________________________________________
 PA0666* NAD 83(1991)-  43 01 52.06668(N)    118 37 44.80386(W)     ADJUSTED  
 PA0666* NAVD 88     -      1451.2    (meters)    4761.     (feet)  VERTCON   
 PA0666  ___________________________________________________________________
 PA0666  LAPLACE CORR-           5.83  (seconds)                    DEFLEC99
 PA0666  GEOID HEIGHT-         -18.80  (meters)                     GEOID03
 PA0666  HORZ ORDER  -  FIRST
 PA0666
 PA0666.The horizontal coordinates were established by classical geodetic methods
 PA0666.and adjusted by the National Geodetic Survey in October 1991.
 PA0666
 PA0666.The NAVD 88 height was computed by applying the VERTCON shift value to
 PA0666.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PA0666
 PA0666.The Laplace correction was computed from DEFLEC99 derived deflections.
 PA0666
 PA0666.The geoid height was determined by GEOID03.
 PA0666
 PA0666;                    North         East     Units Scale Factor Converg.
 PA0666;SPC OR S     -   153,270.462 1,652,448.653   MT  0.99989747   +1 16 47.9
 PA0666;SPC OR S     -   502,855.85  5,421,419.47   iFT  0.99989747   +1 16 47.9
 PA0666;UTM  11      - 4,765,559.454   367,279.545   MT  0.99981670   -1 06 42.7
 PA0666
 PA0666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PA0666!SPC OR S     -   0.99977542  x   0.99989747  =   0.99967291
 PA0666!UTM  11      -   0.99977542  x   0.99981670  =   0.99959216
 PA0666
 PA0666:                Primary Azimuth Mark                     Grid Az
 PA0666:SPC OR S     -  DIAMOND AZ MK                            223 49 13.1
 PA0666:UTM  11      -  DIAMOND AZ MK                            226 12 43.7
 PA0666
 PA0666|---------------------------------------------------------------------|
 PA0666| PID    Reference Object                     Distance      Geod. Az  |
 PA0666|                                                           dddmmss.s |
 PA0666| CD6385 DIAMOND AZ MK                                      2250601.0 |
 PA0666| CD6386 DIAMOND RM 1                          6.350 METERS 23255     |
 PA0666| CD6387 DIAMOND RM 2                          6.021 METERS 32346     |
 PA0666|---------------------------------------------------------------------|
 PA0666
 PA0666                          SUPERSEDED SURVEY CONTROL
 PA0666
 PA0666  NAD 83(1986)-  43 01 52.07118(N)    118 37 44.80186(W) AD(       ) 1
 PA0666  NAD 27      -  43 01 52.50100(N)    118 37 41.09000(W) AD(       ) 1
 PA0666  NGVD 29 (07/19/86) 1450.0    (m)         4757.     (f) VERT ANG    3  
 PA0666
 PA0666.Superseded values are not recommended for survey control.
 PA0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0666.See file dsdata.txt to determine how the superseded data were derived.
 PA0666
 PA0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH6728065559(NAD 83)
 PA0666_MARKER: DD = SURVEY DISK
 PA0666_SETTING: 66 = SET IN ROCK OUTCROP
 PA0666
 PA0666  HISTORY     - Date     Condition        Report By
 PA0666  HISTORY     - 1935     MONUMENTED       CGS
 PA0666  HISTORY     - 1938     GOOD             CGS
 PA0666
 PA0666                          STATION DESCRIPTION
 PA0666
 PA0666'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (ACT)
 PA0666'STATION MARK IS A STANDARD DISK SET IN LARGE ROCK OUTCROP FLUSH
 PA0666'WITH THE GROUND AND STAMPED DIAMOND 1935.  STATION IS ON ROCK RIM
 PA0666'ABOUT 30 FEET W OF THE EDGE, ABOUT 0.1 MILE W OF THE DIAMOND-CRANE
 PA0666'ROAD.  IT IS ON THE EDGE OF A MESA EXTENDING TO THE W AND N.
 PA0666'THERE IS HIGHER GROUND TO THE NW OF STATION.
 PA0666'
 PA0666'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE IN
 PA0666'OUTCROPPING BEDROCK AND SURROUNDED BY A TRIANGLE CHISELED IN THE
 PA0666'ROCK AS DESCRIBED.  REFERENCE AND AZIMUTH MARKS ARE
 PA0666'STANDARD BRONZE DISKS IN OUTCROPPING BEDROCK AS DESCRIBED.
 PA0666'
 PA0666'STATION IS REACHED FROM DIAMOND POST OFFICE BY TAKING THE CRANE
 PA0666'ROAD NE FOR 0.5 MILE TO CROSS ROAD.  CONTINUE STRAIGHT AHEAD 0.6
 PA0666'MILE TO FORK.  TAKE RIGHT FORK, MAIN-TRAVELED ROAD, AND GO 2.1
 PA0666'MILES TO AZIMUTH MARK.  CONTINUE 0.3 MILE TO OLD ROAD ON LEFT.
 PA0666'TAKE OLD ROAD AND GO 0.35 MILE TO TOP OF RIDGE.  TURN RIGHT, SE,
 PA0666'OFF OLD ROAD AND GO 0.15 MILE CROSS COUNTRY TO STATION.  DRIVE
 PA0666'20 MINUTES FROM DIAMOND.  DIAMOND IS 1-1/2 HOUR DRIVE FROM
 PA0666'FRENCHGLEN.  ALL MARKS ARE DISCS SET IN ROCK OUTCROP AND
 PA0666'STAMPED DIAMOND 1935.  AZIMUTH MARK IS ABOUT 0.4 MILE, AIRLINE,
 PA0666'SW OF STATION, ABOUT 100 FEET W OF ROAD TO STATION, ON THE
 PA0666'RIM OF THE RIDGE THE DIAMOND POST OFFICE ROAD COMES UP.  THERE
 PA0666'IS A DANGER SIGN ON THE E SIDE OF THE ROAD OPPOSITE THE
 PA0666'AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1133 ***********************************************************************
 NZ1133  DESIGNATION -  DIAMOND
 NZ1133  PID         -  NZ1133
 NZ1133  STATE/COUNTY-  OR/JACKSON
 NZ1133  USGS QUAD   -  MEDFORD WEST (1983)
 NZ1133
 NZ1133                         *CURRENT SURVEY CONTROL
 NZ1133  ___________________________________________________________________
 NZ1133* NAD 83(1991)-  42 18 08.69513(N)    122 52 57.29177(W)     ADJUSTED  
 NZ1133* NAVD 88     -       445.7    (meters)    1462.     (feet)  VERTCON   
 NZ1133  ___________________________________________________________________
 NZ1133  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 NZ1133  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 NZ1133  HORZ ORDER  -  THIRD
 NZ1133
 NZ1133.The horizontal coordinates were established by classical geodetic methods
 NZ1133.and adjusted by the National Geodetic Survey in October 1991.
 NZ1133
 NZ1133.The NAVD 88 height was computed by applying the VERTCON shift value to
 NZ1133.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NZ1133
 NZ1133.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ1133
 NZ1133.The geoid height was determined by GEOID03.
 NZ1133
 NZ1133;                    North         East     Units Scale Factor Converg.
 NZ1133;SPC OR S     -    73,416.787 1,303,563.700   MT  1.00000793   -1 37 48.1
 NZ1133;SPC OR S     -   240,868.72  4,276,783.79   iFT  1.00000793   -1 37 48.1
 NZ1133;UTM  10      - 4,683,360.613   509,678.180   MT  0.99960115   +0 04 44.5
 NZ1133
 NZ1133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NZ1133!SPC OR S     -   0.99993389  x   1.00000793  =   0.99994182
 NZ1133!UTM  10      -   0.99993389  x   0.99960115  =   0.99953506
 NZ1133
 NZ1133:                Primary Azimuth Mark                     Grid Az
 NZ1133:SPC OR S     -  WOODS                                    056 23 28.1
 NZ1133:UTM  10      -  WOODS                                    054 40 55.5
 NZ1133
 NZ1133|---------------------------------------------------------------------|
 NZ1133| PID    Reference Object                     Distance      Geod. Az  |
 NZ1133|                                                           dddmmss.s |
 NZ1133| NZ1115 WOODS                               APPROX. 8.9 KM 0544540.0 |
 NZ1133| CD8456 DIAMOND RM 2                         23.890 METERS 13223     |
 NZ1133| CD8455 DIAMOND RM 1                         20.876 METERS 21850     |
 NZ1133|---------------------------------------------------------------------|
 NZ1133
 NZ1133                          SUPERSEDED SURVEY CONTROL
 NZ1133
 NZ1133  NAD 83(1986)-  42 18 08.68399(N)    122 52 57.30378(W) AD(       ) 3
 NZ1133  NAD 27      -  42 18 09.22766(N)    122 52 53.16923(W) AD(       ) 3
 NZ1133  NGVD 29 (07/19/86)  444.7    (m)         1459.     (f) VERT ANG    3  
 NZ1133
 NZ1133.Superseded values are not recommended for survey control.
 NZ1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1133.See file dsdata.txt to determine how the superseded data were derived.
 NZ1133
 NZ1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM0967883361(NAD 83)
 NZ1133_MARKER: Z = SEE DESCRIPTION
 NZ1133_SETTING: 0 = UNSPECIFIED SETTING
 NZ1133
 NZ1133  HISTORY     - Date     Condition        Report By
 NZ1133  HISTORY     - 1968     MONUMENTED       OR1310
 NZ1133  HISTORY     - 20060826 MARK NOT FOUND   USPSQD
 NZ1133
 NZ1133                          STATION DESCRIPTION
 NZ1133
 NZ1133'DESCRIBED BY CITY OF MEDFORD OREGON 1968
 NZ1133'THE STATION IS 1/4 MILE WEST OF KINGS HIGHWAY AND 1 MILE SOUTH OF
 NZ1133'MEDFORD AT THE INTERSECTION OF DIAMOND STREET AND PEACH STREET.
 NZ1133'
 NZ1133'TO REACH THIS STATION FROM THE MEDFORD CITY HALL, GO SOUTH ON
 NZ1133'OAKDALE AVENUE 0.7 MILE TO STEWART AVENUE, THEN WEST ON STEWART
 NZ1133'AVENUE 0.4 MILE TO PEACH STREET THEN SOUTH ON PEACH STREET 0.7
 NZ1133'MILE TO DIAMOND STREET AND STATION.
 NZ1133'
 NZ1133'THE STATION MARK, UNSTAMPED, IS A CITY OF MEDFORD DISK SET IN
 NZ1133'CONCRETE IN A 6-INCH DIAMETER MONUMENT CASE 6 INCHES BELOW ROAD
 NZ1133'SURFACE ON THE CENTERLINE OF PEACH STREET AT THE NORTH BOUNDARY
 NZ1133'OF DIAMOND STREET.
 NZ1133'
 NZ1133'REFERENCE MARK NO. 1, STAMPED DIAMOND R.M. NO. 1 1968, IS A
 NZ1133'STANDARD DISK SET IN A 6-INCH SQUARE CONCRETE MONUMENT PROJECTING
 NZ1133'6 INCHES.
 NZ1133'
 NZ1133'REFERENCE MARK NO. 2, STAMPED DIAMOND R.M. NO. 2 1968, IS A
 NZ1133'STANDARD DISK SET IN A 6-INCH SQUARE CONCRETE MONUMENT PROJECTING
 NZ1133'6 INCHES.
 NZ1133'
 NZ1133'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 100.86 FEET.
 NZ1133
 NZ1133                          STATION RECOVERY (2006)
 NZ1133
 NZ1133'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 NZ1133'PEACH HAS BEEN REBUILT, REALIGNED, REPAVED SINCE 1971. POWER POLES
 NZ1133'HAVE BEEN REPLACED AND NO NUMBER MATCHES ANY IN AREA.  NO MONUMENT
 NZ1133'CASES IN AREA.  RM 1 AND 2 NOT FOUND, NO DESCRIPTION PROVIDED
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0781 ***********************************************************************
 PC0781  DESIGNATION -  DIAMOND
 PC0781  PID         -  PC0781
 PC0781  STATE/COUNTY-  OR/KLAMATH
 PC0781  USGS QUAD   -  DIAMOND PEAK (1997)
 PC0781
 PC0781                         *CURRENT SURVEY CONTROL
 PC0781  ___________________________________________________________________
 PC0781* NAD 83(1991)-  43 31 14.50665(N)    122 08 58.49856(W)     ADJUSTED  
 PC0781* NAVD 88     -      2666.4    (meters)    8748.     (feet)  VERTCON   
 PC0781  ___________________________________________________________________
 PC0781  LAPLACE CORR-          10.17  (seconds)                    DEFLEC99
 PC0781  GEOID HEIGHT-         -21.54  (meters)                     GEOID03
 PC0781  HORZ ORDER  -  FIRST
 PC0781
 PC0781.The horizontal coordinates were established by classical geodetic methods
 PC0781.and adjusted by the National Geodetic Survey in October 1991.
 PC0781
 PC0781.The NAVD 88 height was computed by applying the VERTCON shift value to
 PC0781.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PC0781
 PC0781.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC0781
 PC0781.The geoid height was determined by GEOID03.
 PC0781
 PC0781;                    North         East     Units Scale Factor Converg.
 PC0781;SPC OR S     -   207,265.347 1,366,652.955   MT  0.99991346   -1 07 42.8
 PC0781;SPC OR S     -   680,004.42  4,483,769.54   iFT  0.99991346   -1 07 42.8
 PC0781;UTM  10      - 4,818,991.117   568,728.043   MT  0.99965810   +0 35 08.3
 PC0781
 PC0781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC0781!SPC OR S     -   0.99958542  x   0.99991346  =   0.99949892
 PC0781!UTM  10      -   0.99958542  x   0.99965810  =   0.99924366
 PC0781
 PC0781:                Primary Azimuth Mark                     Grid Az
 PC0781:SPC OR S     -  DIAMOND AZ MK                            171 30 17.6
 PC0781:UTM  10      -  DIAMOND AZ MK                            169 47 26.5
 PC0781
 PC0781|---------------------------------------------------------------------|
 PC0781| PID    Reference Object                     Distance      Geod. Az  |
 PC0781|                                                           dddmmss.s |
 PC0781| CD8453 DIAMOND AZ MK                                      1702234.8 |
 PC0781| CD8454 DIAMOND RM 1                         21.516 METERS 27650     |
 PC0781| PC0780 DIAMOND PEAK                          3.190 METERS 32009     |
 PC0781|---------------------------------------------------------------------|
 PC0781
 PC0781                          SUPERSEDED SURVEY CONTROL
 PC0781
 PC0781  NAD 83(1986)-  43 31 14.50970(N)    122 08 58.51537(W) AD(       ) 1
 PC0781  NAD 27      -  43 31 15.07500(N)    122 08 54.38200(W) AD(       ) 1
 PC0781  NGVD 29 (07/19/86) 2665.0    (m)         8743.     (f) VERT ANG    3  
 PC0781
 PC0781.Superseded values are not recommended for survey control.
 PC0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0781.See file dsdata.txt to determine how the superseded data were derived.
 PC0781
 PC0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP6872818991(NAD 83)
 PC0781_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PC0781_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PC0781_SP_SET: METAL PIPE IMBEDDED IN GROUND
 PC0781_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PC0781
 PC0781  HISTORY     - Date     Condition        Report By
 PC0781  HISTORY     - 1938     MONUMENTED       CGS
 PC0781  HISTORY     - 1955     GOOD             USGS
 PC0781  HISTORY     - 1970     GOOD             OR-019
 PC0781  HISTORY     - 1980     GOOD             OR-019
 PC0781
 PC0781                          STATION DESCRIPTION
 PC0781
 PC0781'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (ACT)
 PC0781'STATION IS ABOUT 7 MILES NW OF CRESCENT LAKE, ON HIGHEST SUMMIT
 PC0781'OF DIAMOND PEAK, ON LANDS OF DESCHUTES AND WILLIAMETTE NATIONAL
 PC0781'FORESTS, AT AN ELEVATION OF 8750 FEET.
 PC0781'
 PC0781'STATION MARK IS A PIPE MARK.  REFERENCE MARK NO.1 IS A STANDARD
 PC0781'BRONZE DISK SET IN OUTCROPPING BEDROCK AS DESCRIBED IN NOTE
 PC0781'12A.  REFERENCE MARK NO.2 IS A STANDARD U.S.G.S. BENCH MARK SET
 PC0781'IN OUTCROPPING BEDROCK AS DESCRIBED IN NOTE 12A.
 PC0781'
 PC0781'STATION MARK AND REFERENCE MARK NO.1 ARE STAMPED DIAMOND
 PC0781'1938.  REFERENCE MARK NO.2, DIAMOND PEAK (U.S.G.S.) IS
 PC0781'U.S.G.S. BENCH MARK STAMPED 1916 VA 8750.  REFERENCE MARK NO.1
 PC0781'IS 11 FEET LOWER THAN STATION, AND REFERENCE MARK NO.2 IS 1
 PC0781'FOOT HIGHER.  AZIMUTH MARK STAMPED DIAMOND 1938.
 PC0781'
 PC0781'TO REACH STATION FROM CRESCENT LAKE POST OFFICE FOLLOW ROAD
 PC0781'AROUND NW SHORE OF CRESCENT LAKE (FOLLOWING SIGNS TO SUMMIT
 PC0781'LAKE) FOR 5.4 MILES TO FORK.  TAKE RIGHT FORK (SIGN SUMMIT LAKE
 PC0781'6 MILES) FOR 5.75 MILES TO SIGN CRATER BUTTE 3 MILES.  TURN RIGHT
 PC0781'ONTO DIM TRACK ROAD AND FOLLOW 3.3 MILES TO POND IN MEADOW.  A
 PC0781'1 1/2-TON TRUCK CAN NOT BE DRIVEN OVER THE LAST 3 MILES BECAUSE
 PC0781'OF SHARP TURNS.
 PC0781'
 PC0781'STATION LIES IN MAGNETIC AZIMUTH 330 DEG DISTANCE ABOUT 2-1/2
 PC0781'MILES.  PACK DOWN SMALL CREEK 1/4 MILE TO LAKE, THENCE NW TO
 PC0781'TIMBER LINE ON LEFT (SW) SLOPE OF PEAK.  BEAR RIGHT UP RIDGE TO
 PC0781'TOP OF SOUTHERN PEAK (ON WHICH AZIMUTH MARK IS LOCATED), THENCE
 PC0781'N FOLLOWING NARROW RIDGE TO HIGHEST POINT AND STATION.  PEAK
 PC0781'MAY BE CLIMBED DIRECTLY FROM LAKE FOLLOWING UP SHALLOW VALLEY
 PC0781'ON SOUTHERN SLOPE.  THIS IS NOT ADVISED BECAUSE OF SOFT FOOTING
 PC0781'ON STEEP UPPER SLOPES.  TIME OF PACK 3-1/2 TO 4 HOURS.
 PC0781
 PC0781                          STATION RECOVERY (1955)
 PC0781
 PC0781'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 PC0781'RECOVERED AS DESCRIBED BY NGS.  RMS NOT OBSERVED.  RM 2 (USGS
 PC0781'1916 STATION DIAMOND) DESTROYED.
 PC0781
 PC0781                          STATION RECOVERY (1970)
 PC0781
 PC0781'RECOVERY NOTE BY DOUGLAS COUNTY OREGON 1970 (FLI)
 PC0781'STATION IS ABOUT 7 MILES NORTHWEST OF CRESCENT LAKE, ON HIGHEST
 PC0781'SUMMITT OF DIAMOND PEAK, ON LANDS OF DESCHUTES AND WILLAMETTE
 PC0781'NATIONAL FORESTS, AT AN ELEVATION OF 8750 FEET.
 PC0781'
 PC0781'TO REACH THE STATION FROM THE POST OFFICE AT CRESCENT LAKE, GO
 PC0781'WESTERLY ON SUMMIT LAKE ROAD 5.1 MILES TO FORK.  GO RIGHT ON DIRT
 PC0781'ROAD 6.4 MILES TO CRATER BUTTE TRAIL AND PARK HERE.  PACK UP CRATER
 PC0781'BUTTE TRAIL 3.0 MILES TO MEADOW.  PACK DOWN SMALL CREEK 1/4 MILE TO
 PC0781'LAKE, THENCE NORTHWEST TO TIMBER LINE ON LEFT (SOUTHWEST) SLOPE OF
 PC0781'PEAK.  BEAR RIGHT UP RIDGE TO TOP OF SOUTHERN PEAK (ON WHICH
 PC0781'AZIMUTH MARK IS LOCATED).  THENCE NORTH FOLLOWING NARROW RIDGE TO
 PC0781'HIGHEST POINT AND STATION.
 PC0781'
 PC0781'THE STATION MARK, STAMPED DIAMOND 1938, IS A STANDARD DISK CEMENTED
 PC0781'IN AN IRON PIPE.  IT IS AT THE HIGHEST POINT OF DIAMOND PEAK.
 PC0781'
 PC0781'REFERENCE MARK 1, STAMPED DIAMOND 1938, IS A STANDARD DISK CEMENTED
 PC0781'IN A DRILL HOLE IN A BOULDER THAT PROJECTS 3 FEET.  IT IS 71 FEET
 PC0781'WEST OF THE HIGHEST POINT OF DIAMOND PEAK.
 PC0781'
 PC0781'A USGS BRONZE DISK IN PIPE IS LYING LOOSE NEAR THE STATION MARK.
 PC0781'
 PC0781'THE AZIMUTH MARK, STAMPED DIAMOND 1938, IS A STANDARD DISK CEMENTED
 PC0781'IN A DRILL HOLE IN A BOULDER PROJECTING 4 FEET.  IT IS ATOP THE
 PC0781'SOUTHERNMOST TIP OF DIAMOND PEAK.
 PC0781
 PC0781                          STATION RECOVERY (1980)
 PC0781
 PC0781'RECOVERY NOTE BY DOUGLAS COUNTY OREGON 1980 (LEM)
 PC0781'SEE DOUGLAS COUNTY 1970 RECOVERY OF CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0748 ***********************************************************************
 PB0748  DESIGNATION -  DIAMOND CRATER
 PB0748  PID         -  PB0748
 PB0748  STATE/COUNTY-  OR/KLAMATH
 PB0748  USGS QUAD   -  MAZAMA (1967)
 PB0748
 PB0748                         *CURRENT SURVEY CONTROL
 PB0748  ___________________________________________________________________
 PB0748* NAD 83(1991)-  43 04 52.19375(N)    121 49 31.24125(W)     ADJUSTED  
 PB0748* NAVD 88     -      1405.8    (meters)    4612.     (feet)  VERTCON   
 PB0748  ___________________________________________________________________
 PB0748  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 PB0748  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 PB0748  HORZ ORDER  -  THIRD
 PB0748
 PB0748.The horizontal coordinates were established by classical geodetic methods
 PB0748.and adjusted by the National Geodetic Survey in October 1991.
 PB0748
 PB0748.The NAVD 88 height was computed by applying the VERTCON shift value to
 PB0748.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PB0748
 PB0748.The Laplace correction was computed from DEFLEC99 derived deflections.
 PB0748
 PB0748.The geoid height was determined by GEOID03.
 PB0748
 PB0748;                    North         East     Units Scale Factor Converg.
 PB0748;SPC OR S     -   157,979.504 1,392,088.213   MT  0.99989577   -0 54 24.2
 PB0748;SPC OR S     -   518,305.46  4,567,218.55   iFT  0.99989577   -0 54 24.2
 PB0748;UTM  10      - 4,770,497.623   595,618.550   MT  0.99971247   +0 48 08.6
 PB0748
 PB0748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PB0748!SPC OR S     -   0.99978299  x   0.99989577  =   0.99967878
 PB0748!UTM  10      -   0.99978299  x   0.99971247  =   0.99949552
 PB0748
 PB0748:                Primary Azimuth Mark                     Grid Az
 PB0748:SPC OR S     -  DIAMOND CRATER AZ MK                     177 00 53.9
 PB0748:UTM  10      -  DIAMOND CRATER AZ MK                     175 18 21.1
 PB0748
 PB0748|---------------------------------------------------------------------|
 PB0748| PID    Reference Object                     Distance      Geod. Az  |
 PB0748|                                                           dddmmss.s |
 PB0748| PB0749 DIAMOND CRATER AZ MK                490.270 METERS 1760629.7 |
 PB0748| PB0747 43A                                  16.658 METERS 23024     |
 PB0748| CD6388 DIAMOND CRATER RM 1                  31.919 METERS 31951     |
 PB0748| PB0627 DIAMOND CRATER 2                     18.843 METERS 32548     |
 PB0748|---------------------------------------------------------------------|
 PB0748
 PB0748                          SUPERSEDED SURVEY CONTROL
 PB0748
 PB0748  NAD 83(1986)-  43 04 52.19696(N)    121 49 31.25257(W) AD(       ) 3
 PB0748  NAD 27      -  43 04 52.72580(N)    121 49 27.17050(W) AD(       ) 3
 PB0748  NGVD 29 (07/19/86) 1404.5    (m)         4608.     (f) VERT ANG    3  
 PB0748
 PB0748.Superseded values are not recommended for survey control.
 PB0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0748.See file dsdata.txt to determine how the superseded data were derived.
 PB0748
 PB0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN9561970498(NAD 83)
 PB0748_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PB0748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0748
 PB0748  HISTORY     - Date     Condition        Report By
 PB0748  HISTORY     - 1953     MONUMENTED       CGS
 PB0748  HISTORY     - 1955     SEE DESCRIPTION  ORDT
 PB0748
 PB0748                          STATION DESCRIPTION
 PB0748
 PB0748'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (HSC)
 PB0748'THE STATION IS LOCATED AT THE JUNCTION OF U.S. HIGHWAY 97 AND STATE
 PB0748'HIGHWAY 230 AT THE DIAMOND-CRATER JUNCTION, 160 FEET NORTH OF CENTER
 PB0748'OF TRIANGLE OF JUNCTION, 116 FEET WEST OF THE CENTER LINE OF
 PB0748'U.S. HIGHWAY 97, 58 FEET NORTH OF THE CENTER LINE OF STATE
 PB0748'HIGHWAY 230 AND 7 FEET SOUTH OF WITNESS POST.  THE MARK, STAMPED
 PB0748'DIAMOND CRATER 1953, IS A STANDARD DISK SET IN A 12 BY 12 INCH
 PB0748'CONCRETE POST THAT PROJECTS 4 INCHES.
 PB0748'
 PB0748'REFERENCE MARK NO. 1 IS 15 FEET NORTH OF THE CENTER LINE OF DIRT
 PB0748'ROAD.  THE MARK, STAMPED DIAMOND CRATER NO 1 1953, IS A STANDARD
 PB0748'DISK SET IN A 12 BY 12 INCH CONCRETE POST THAT PROJECTS 5 INCHES.
 PB0748'
 PB0748'REFERENCE MARK NO. 2 IS 57 FEET NORTH OF THE CENTER LINE OF
 PB0748'STATE HIGHWAY 230 AND 3 FEET NORTH OF WITNESS POST.  THE MARK,
 PB0748'STAMPED 4609 FT. NO 43A 1931, IS A DEPT OF AGRICULTURE BUREAU OF
 PB0748'PUBLIC ROAD BENCH MARK SET IN A CONCRETE POST 5 INCHES IN DIAMETER
 PB0748'THAT PROJECTS 8 INCHES.
 PB0748'
 PB0748'THE AZIMUTH MARK IS 36 FEET EAST OF THE CENTER LINE OF
 PB0748'U.S. HIGHWAY 97 AND 2 FEET WEST OF WITNESS POST.  THE MARK, STAMPED
 PB0748'DIAMOND CRATER 1953, IS A STANDARD DISK SET IN A 12 BY 12 INCH
 PB0748'CONCRETE POST THAT PROJECTS 5 INCHES.
 PB0748'
 PB0748'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON
 PB0748'U.S. HIGHWAY 97 FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 PB0748'DESCRIBED.
 PB0748
 PB0748                          STATION RECOVERY (1955)
 PB0748
 PB0748'RECOVERY NOTE BY OREGON DEPARTMENT OF TRANSPORTATION 1955
 PB0748'THE STATION WAS RECOVERED BY THE STATE HIGHWAY DEPARTMENT AND
 PB0748'DESTROYED TO PERMIT HIGHWAY CONSTRUCTION.
 PB0748'
 PB0748'THE AZIMUTH MARK AND REFERENCE MARK NO. 1 WERE NOT MOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0627 ***********************************************************************
 PB0627  DESIGNATION -  DIAMOND CRATER 2
 PB0627  PID         -  PB0627
 PB0627  STATE/COUNTY-  OR/KLAMATH
 PB0627  USGS QUAD   -  MAZAMA (1967)
 PB0627
 PB0627                         *CURRENT SURVEY CONTROL
 PB0627  ___________________________________________________________________
 PB0627* NAD 83(1991)-  43 04 52.69878(N)    121 49 31.70946(W)     NO CHECK  
 PB0627* NAVD 88     -      1406.184  (meters)    4613.46   (feet)  ADJUSTED  
 PB0627  ___________________________________________________________________
 PB0627  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 PB0627  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 PB0627  DYNAMIC HT  -        1405.408 (meters)    4610.91  (feet)  COMP
 PB0627  MODELED GRAV-     980,019.0   (mgal)                       NAVD 88
 PB0627
 PB0627  HORZ ORDER  -  THIRD
 PB0627  VERT ORDER  -  FIRST     CLASS II
 PB0627
 PB0627.The horizontal coordinates were established by classical geodetic methods
 PB0627.and adjusted by the National Geodetic Survey in October 1991.
 PB0627.No horizontal observational check was made to the station.
 PB0627
 PB0627.The orthometric height was determined by differential leveling
 PB0627.and adjusted in June 1991.
 PB0627
 PB0627.The Laplace correction was computed from DEFLEC99 derived deflections.
 PB0627
 PB0627.The geoid height was determined by GEOID03.
 PB0627
 PB0627.The dynamic height is computed by dividing the NAVD 88
 PB0627.geopotential number by the normal gravity value computed on the
 PB0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0627.degrees latitude (g = 980.6199 gals.).
 PB0627
 PB0627.The modeled gravity was interpolated from observed gravity values.
 PB0627
 PB0627;                    North         East     Units Scale Factor Converg.
 PB0627;SPC OR S     -   157,995.253 1,392,077.871   MT  0.99989576   -0 54 24.6
 PB0627;SPC OR S     -   518,357.13  4,567,184.62   iFT  0.99989576   -0 54 24.6
 PB0627;UTM  10      - 4,770,513.054   595,607.745   MT  0.99971245   +0 48 08.3
 PB0627
 PB0627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PB0627!SPC OR S     -   0.99978293  x   0.99989576  =   0.99967871
 PB0627!UTM  10      -   0.99978293  x   0.99971245  =   0.99949544
 PB0627
 PB0627|---------------------------------------------------------------------|
 PB0627| PID    Reference Object                     Distance      Geod. Az  |
 PB0627|                                                           dddmmss.s |
 PB0627| CD6389 DIAMOND CRATER 2 RM 3                46.150 METERS 02437     |
 PB0627| PB0748 DIAMOND CRATER                       18.843 METERS 14548     |
 PB0627| PB0749 DIAMOND CRATER AZ MK                APPROX. 0.5 KM 1750157.7 |
 PB0627| CD6388 DIAMOND CRATER RM 1                  13.323 METERS 31127     |
 PB0627|---------------------------------------------------------------------|
 PB0627
 PB0627                          SUPERSEDED SURVEY CONTROL
 PB0627
 PB0627  NAD 83(1986)-  43 04 52.70199(N)    121 49 31.72078(W) AD(       ) 3
 PB0627  NAD 27      -  43 04 53.23090(N)    121 49 27.63860(W) AD(       ) 3
 PB0627  NGVD 29 (07/19/86) 1404.89   (m)         4609.2    (f) LEVELING    3  
 PB0627
 PB0627.Superseded values are not recommended for survey control.
 PB0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0627.See file dsdata.txt to determine how the superseded data were derived.
 PB0627
 PB0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN9560870513(NAD 83)
 PB0627_MARKER: DS = TRIANGULATION STATION DISK
 PB0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0627_SP_SET: SQUARE CONCRETE MONUMENT
 PB0627_STAMPING: DIAMOND CRATER 2 1955
 PB0627_MARK LOGO: CGS   
 PB0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0627+STABILITY: SURFACE MOTION
 PB0627_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PB0627+SATELLITE: SATELLITE OBSERVATIONS - July 06, 1988
 PB0627
 PB0627  HISTORY     - Date     Condition        Report By
 PB0627  HISTORY     - 1955     MONUMENTED       ORDT
 PB0627  HISTORY     - 1955     GOOD             CGS
 PB0627  HISTORY     - 1956     SEE DESCRIPTION  ORDT
 PB0627  HISTORY     - 19880706 GOOD             NGS
 PB0627
 PB0627                          STATION DESCRIPTION
 PB0627
 PB0627'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1955
 PB0627'THIS STATION WAS ESTABLISHED BY THE OREGON STATE HIGHWAY
 PB0627'DEPARTMENT 61.82 FEET NORTHWEST OF DIAMOND CRATER 1953 TO PERMIT
 PB0627'HIGHWAY CONSTRUCTION.
 PB0627'
 PB0627'REFERENCE MARK NO. 1 IS THE ORIGINAL R.M. NO.1 FOR DIAMOND
 PB0627'CRATER AND IS NOW 43.71 FEET NORTHWEST OF THE STATION.
 PB0627'
 PB0627'A NEW REFERENCE MARK, R.M. NO. 3 1955, WAS ESTABLISHED 151.41
 PB0627'FEET NORTH OF THE STATION.
 PB0627'
 PB0627'THE AZIMUTH MARK IS THE ORIGINAL MARK FOR STATION DIAMOND
 PB0627'CRATER AND IS LOCATED SOUTH OF THE STATION.
 PB0627'
 PB0627'THE STATION IS LOCATED AT THE JUNCTION OF U.S. HIGHWAY 97 AND
 PB0627'STATE HIGHWAY 230 AND IS LOCALLY KNOWN AS DIAMOND-CRATER JUNCTION.
 PB0627
 PB0627                          STATION RECOVERY (1955)
 PB0627
 PB0627'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 PB0627'RECOVERED IN GOOD CONDITION.
 PB0627
 PB0627                          STATION RECOVERY (1956)
 PB0627
 PB0627'RECOVERY NOTE BY OREGON DEPARTMENT OF TRANSPORTATION 1956
 PB0627'STATION A STANDARD USC AND GS TRIANGULATION DISK SET IN CONCRETE
 PB0627'POST IS 75 FEET WESTERLY FROM THE SOUTH BOUND LEG OF THE DALLES
 PB0627'CALIFORNIA HIGHWAY AT ENGINEERS STATION 1224.  ELEVATION--4609.218
 PB0627'FEET.
 PB0627'
 PB0627'REFERENCE MARK NO. 3 IS A STANDARD USC AND GS REFERENCE MARK SET
 PB0627'IN A CONCRETE POST 50 FEET WESTERLY FROM THE SOUTH BOUND CENTER
 PB0627'LINE OF THE DALLES CALIFORNIA HIGHWAY AT ENGINEERS STATION
 PB0627'1222.  ELEVATION--4609.736 FEET.
 PB0627
 PB0627                          STATION RECOVERY (1988)
 PB0627
 PB0627'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 PB0627'15.8 KM (9.80 MI) SOUTHERLY ALONG U.S. HIGHWAY 97 FROM THE POST OFFICE
 PB0627'IN CHEMULT, AT THE INTERSECTION OF U.S. HIGHWAY 97 AND STATE HIGHWAY
 PB0627'138 IN DIAMOND LAKE JUNCTION, 22.9 M (75.1 FT) NORTHWEST OF THE
 PB0627'CENTER OF THE NORTH EXIT LANE FROM HIGHWAY 97 TO HIGHWAY 138, 0.3 M
 PB0627'(1.0 FT) NORTHWEST OF A WITNESS POST, 0.3 M (1.0 FT) BELOW THE LEVEL
 PB0627'OF THE HIGHWAY, AND IN TOP OF A CONCRETE POST THAT PROJECTS 0.08 M
 PB0627'(0.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0779 ***********************************************************************
 PC0779  DESIGNATION -  DIAMOND PEAK
 PC0779  PID         -  PC0779
 PC0779  STATE/COUNTY-  OR/LANE
 PC0779  USGS QUAD   -  DIAMOND PEAK (1997)
 PC0779
 PC0779                         *CURRENT SURVEY CONTROL
 PC0779  ___________________________________________________________________
 PC0779* NAD 83(1991)-  43 31 14.39848(N)    122 08 57.71642(W)     ADJUSTED  
 PC0779* NAVD 88     -              **(meters)            **(feet)            
 PC0779  ___________________________________________________________________
 PC0779  LAPLACE CORR-          10.08  (seconds)                    DEFLEC99
 PC0779  GEOID HEIGHT-         -21.54  (meters)                     GEOID03
 PC0779  HORZ ORDER  -  THIRD
 PC0779
 PC0779.The horizontal coordinates were established by classical geodetic methods
 PC0779.and adjusted by the National Geodetic Survey in October 1991.
 PC0779
 PC0779
 PC0779.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC0779
 PC0779.The geoid height was determined by GEOID03.
 PC0779
 PC0779;                    North         East     Units Scale Factor Converg.
 PC0779;SPC OR S     -   207,261.664 1,366,670.450   MT  0.99991346   -1 07 42.3
 PC0779;SPC OR S     -   679,992.34  4,483,826.94   iFT  0.99991346   -1 07 42.3
 PC0779;UTM  10      - 4,818,987.960   568,745.635   MT  0.99965813   +0 35 08.8
 PC0779
 PC0779                          SUPERSEDED SURVEY CONTROL
 PC0779
 PC0779  NAD 83(1986)-  43 31 14.40034(N)    122 08 57.72285(W) AD(       ) 4
 PC0779  NAD 27      -  43 31 14.95000(N)    122 08 53.49000(W) AD(       ) 3
 PC0779
 PC0779.Superseded values are not recommended for survey control.
 PC0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0779.See file dsdata.txt to determine how the superseded data were derived.
 PC0779
 PC0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP6874618988(NAD 83)
 PC0779
 PC0779  HISTORY     - Date     Condition        Report By
 PC0779  HISTORY     - 1904     MONUMENTED       CGS
 PC0779
 PC0779                          STATION DESCRIPTION
 PC0779
 PC0779'DESCRIBED BY COAST AND GEODETIC SURVEY 1904 (OBF)
 PC0779'THIS INTERSECTED STATION IS THE HIGHEST POINT ON THE SUMMIT OF
 PC0779'DIAMOND PEAK, ELEVATION 8750 FEET, ONE OF THE PROMINENT AND
 PC0779'IMPORTANT PEAKS OF THE CASCADE RANGE AND LYING ABOUT 7 MILES SW
 PC0779'OF ODELL LAKE.  STATION DIAMOND OF THE U.S.G.S. WAS ESTABLISHED
 PC0779'ON THIS PEAK IN 1916 AND WAS MARKED BY A DISK SURMOUNTED BY A
 PC0779'CAIRN.  THE TWO POSITIONS ARE EITHER IDENTICAL OR WITHIN A FEW
 PC0779'FEET OF EACH OTHER.  THE POINT WAS INTERSECTED AGAIN BY THE
 PC0779'COAST AND GEODETIC SURVEY IN 1933 FROM CENTRAL OREGON.
 PC0779'
 PC0779'(CUT IN BY LT. JOHNSON IN 1933).
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0780 ***********************************************************************
 PC0780  DESIGNATION -  DIAMOND PEAK
 PC0780  PID         -  PC0780
 PC0780  STATE/COUNTY-  OR/LANE
 PC0780  USGS QUAD   -  DIAMOND PEAK (1997)
 PC0780
 PC0780                         *CURRENT SURVEY CONTROL
 PC0780  ___________________________________________________________________
 PC0780* NAD 83(1991)-  43 31 14.58601(N)    122 08 58.58957(W)     ADJUSTED  
 PC0780* NAVD 88     -      2666.     (meters)    8747.     (feet)  SCALED    
 PC0780  ___________________________________________________________________
 PC0780  LAPLACE CORR-          10.18  (seconds)                    DEFLEC99
 PC0780  GEOID HEIGHT-         -21.54  (meters)                     GEOID03
 PC0780  HORZ ORDER  -  SECOND
 PC0780
 PC0780.The horizontal coordinates were established by classical geodetic methods
 PC0780.and adjusted by the National Geodetic Survey in October 1991.
 PC0780
 PC0780.The orthometric height was scaled from a topographic map.
 PC0780
 PC0780.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC0780
 PC0780.The geoid height was determined by GEOID03.
 PC0780
 PC0780;                    North         East     Units Scale Factor Converg.
 PC0780;SPC OR S     -   207,267.836 1,366,650.960   MT  0.99991346   -1 07 42.9
 PC0780;SPC OR S     -   680,012.59  4,483,762.99   iFT  0.99991346   -1 07 42.9
 PC0780;UTM  10      - 4,818,993.545   568,725.975   MT  0.99965810   +0 35 08.2
 PC0780
 PC0780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC0780!SPC OR S     -   0.99958542  x   0.99991346  =   0.99949892
 PC0780!UTM  10      -   0.99958542  x   0.99965810  =   0.99924366
 PC0780
 PC0780                          SUPERSEDED SURVEY CONTROL
 PC0780
 PC0780  NAD 83(1986)-  43 31 14.58905(N)    122 08 58.60639(W) AD(       ) 2
 PC0780  NAD 27      -  43 31 15.15400(N)    122 08 54.47300(W) AD(       ) 2
 PC0780
 PC0780.Superseded values are not recommended for survey control.
 PC0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0780.See file dsdata.txt to determine how the superseded data were derived.
 PC0780
 PC0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP6872618994(NAD 83)
 PC0780
 PC0780  HISTORY     - Date     Condition        Report By
 PC0780  HISTORY     - 1938     MONUMENTED       USGS
 PC0780
 PC0780                          STATION DESCRIPTION
 PC0780
 PC0780'DESCRIBED BY US GEOLOGICAL SURVEY 1938
 PC0780'SEE STATION DIAMOND
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1471 ***********************************************************************
 SC1471  DESIGNATION -  DIBBLEE DIKE LIGHT
 SC1471  PID         -  SC1471
 SC1471  STATE/COUNTY-  OR/COLUMBIA
 SC1471  USGS QUAD   -  RAINIER (1990)
 SC1471
 SC1471                         *CURRENT SURVEY CONTROL
 SC1471  ___________________________________________________________________
 SC1471* NAD 83(1991)-  46 07 00.08741(N)    122 59 18.09868(W)     ADJUSTED  
 SC1471* NAVD 88     -              **(meters)            **(feet)            
 SC1471  ___________________________________________________________________
 SC1471  LAPLACE CORR-          -5.88  (seconds)                    DEFLEC99
 SC1471  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 SC1471  HORZ ORDER  -  THIRD
 SC1471
 SC1471.The horizontal coordinates were established by classical geodetic methods
 SC1471.and adjusted by the National Geodetic Survey in October 1991.
 SC1471
 SC1471
 SC1471.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1471
 SC1471.The geoid height was determined by GEOID03.
 SC1471
 SC1471;                    North         East     Units Scale Factor Converg.
 SC1471;SPC OR N     -   275,227.477 2,307,673.276   MT  1.00003177   -1 45 53.0
 SC1471;SPC OR N     -   902,977.29  7,571,106.55   iFT  1.00003177   -1 45 53.0
 SC1471;SPC WA S     -    90,103.660   307,690.918   MT  0.99994781   -1 48 27.1
 SC1471;SPC WA S     -   295,615.09  1,009,482.62   sFT  0.99994781   -1 48 27.1
 SC1471;UTM  10      - 5,107,012.855   500,899.358   MT  0.99960001   +0 00 30.2
 SC1471
 SC1471                          SUPERSEDED SURVEY CONTROL
 SC1471
 SC1471  NAD 83(1986)-  46 07 00.10395(N)    122 59 18.09655(W) AD(       ) 4
 SC1471  NAD 27      -  46 07 00.69811(N)    122 59 13.69146(W) AD(       ) 3
 SC1471
 SC1471.Superseded values are not recommended for survey control.
 SC1471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1471.See file dsdata.txt to determine how the superseded data were derived.
 SC1471
 SC1471_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES0089907013(NAD 83)
 SC1471
 SC1471  HISTORY     - Date     Condition        Report By
 SC1471  HISTORY     - 1936     MONUMENTED       CGS
 SC1471  HISTORY     - 1949     SEE DESCRIPTION  CGS
 SC1471
 SC1471                          STATION DESCRIPTION
 SC1471
 SC1471'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (RWK)
 SC1471'THE TRIANGULATION STATION, IN THE CASE OF THE FOLLOWING AIDS TO
 SC1471'NAVIGATION (LIGHTS), IS THE CENTER OF THE SQUARE LANTERNS.
 SC1471
 SC1471                          STATION RECOVERY (1949)
 SC1471
 SC1471'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (HJH)
 SC1471'THIS LIGHT WAS REBUILT IN 1938 AND THE STATION HAS BEEN LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0795 ***********************************************************************
 NY0795  DESIGNATION -  DICK
 NY0795  PID         -  NY0795
 NY0795  STATE/COUNTY-  OR/LAKE
 NY0795  USGS QUAD   -  VALLEY FALLS (1980)
 NY0795
 NY0795                         *CURRENT SURVEY CONTROL
 NY0795  ___________________________________________________________________
 NY0795* NAD 83(1991)-  42 23 06.56585(N)    120 18 23.65833(W)     ADJUSTED  
 NY0795* NAVD 88     -      1382.4    (meters)    4535.     (feet)  VERTCON   
 NY0795  ___________________________________________________________________
 NY0795  LAPLACE CORR-           3.67  (seconds)                    DEFLEC99
 NY0795  GEOID HEIGHT-         -20.66  (meters)                     GEOID03
 NY0795  HORZ ORDER  -  THIRD
 NY0795
 NY0795.The horizontal coordinates were established by classical geodetic methods
 NY0795.and adjusted by the National Geodetic Survey in October 1991.
 NY0795
 NY0795.The NAVD 88 height was computed by applying the VERTCON shift value to
 NY0795.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NY0795
 NY0795.The Laplace correction was computed from DEFLEC99 derived deflections.
 NY0795
 NY0795.The geoid height was determined by GEOID03.
 NY0795
 NY0795;                    North         East     Units Scale Factor Converg.
 NY0795;SPC OR S     -    79,831.675 1,515,928.458   MT  0.99998735   +0 07 56.4
 NY0795;SPC OR S     -   261,914.94  4,973,518.56   iFT  0.99998735   +0 07 56.4
 NY0795;UTM  10      - 4,696,055.688   721,720.705   MT  1.00020490   +1 48 59.1
 NY0795
 NY0795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NY0795!SPC OR S     -   0.99978648  x   0.99998735  =   0.99977383
 NY0795!UTM  10      -   0.99978648  x   1.00020490  =   0.99999133
 NY0795
 NY0795|---------------------------------------------------------------------|
 NY0795| PID    Reference Object                     Distance      Geod. Az  |
 NY0795|                                                           dddmmss.s |
 NY0795| CD6391 DICK RM 1                            19.994 METERS 23834     |
 NY0795| CD6390 DICK AZ MK                                         2934552.7 |
 NY0795| CD6392 DICK RM 2                            19.475 METERS 31744     |
 NY0795|---------------------------------------------------------------------|
 NY0795
 NY0795                          SUPERSEDED SURVEY CONTROL
 NY0795
 NY0795  NAD 83(1986)-  42 23 06.57043(N)    120 18 23.65735(W) AD(       ) 3
 NY0795  NAD 27      -  42 23 07.00000(N)    120 18 19.80500(W) AD(       ) 3
 NY0795  NGVD 29 (07/19/86) 1381.2    (m)         4531.     (f) VERT ANG    3  
 NY0795
 NY0795.Superseded values are not recommended for survey control.
 NY0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0795.See file dsdata.txt to determine how the superseded data were derived.
 NY0795
 NY0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGM2172196056(NAD 83)
 NY0795_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NY0795_SETTING: 80 = SET IN A BOULDER
 NY0795_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 NY0795
 NY0795  HISTORY     - Date     Condition        Report By
 NY0795  HISTORY     - 1948     MONUMENTED       CGS
 NY0795  HISTORY     - 1971     SEE DESCRIPTION  NGS
 NY0795
 NY0795                          STATION DESCRIPTION
 NY0795
 NY0795'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MTP)
 NY0795'THE STATION IS ABOUT 14 MILES NORTH OF LAKEVIEW, ON THE WEST SIDE
 NY0795'OF U.S. HIGHWAY 395, AND ON THE SOUTH SIDE OF THE JUNCTION OF THE
 NY0795'HIGHWAY AND THE DICK CREEK ROAD.
 NY0795'
 NY0795'THE STATION MARK, STAMPED DICK 1948, IS A STANDARD DISK SET IN
 NY0795'A BOULDER, 1 FOOT BY 1 FOOT, FLUSH WITH THE SURFACE OF THE
 NY0795'GROUND.  IT IS 29 METERS SOUTH OF THE CENTER OF THE JUNCTION OF
 NY0795'THE DICK CREEK ROAD, 9.85 METERS SOUTH OF SIGNS, CLOVER FLAT 12
 NY0795'AND DICK CR. ROAD, AND 7.2 METERS WEST OF THE CENTERLINE OF THE
 NY0795'HIGHWAY.
 NY0795'
 NY0795'REFERENCE MARK NO. 1, STAMPED DICK NO 1 1948, IS A STANDARD DISK
 NY0795'SET IN A 1 FOOT SQUARE CONCRETE POST PROJECTING 4 INCHES ABOVE
 NY0795'THE GROUND.  IT IS 1.6 METERS EAST OF THE RIGHT OF WAY FENCE LINE.
 NY0795'
 NY0795'REFERENCE MARK NO. 2, STAMPED DICK NO 2 1948, IS A STANDARD DISK
 NY0795'SET IN A 1 FOOT SQUARE CONCRETE POST PROJECTING 7 INCHES ABOVE
 NY0795'THE GROUND.  IT IS 1.2 METERS NORTHEAST OF THE FENCE CORNER ON
 NY0795'THE SOUTH SIDE OF THE DICK CREEK ROAD.
 NY0795'
 NY0795'THE AZIMUTH MARK, STAMPED DICK 1948, IS A STANDARD DISK SET IN
 NY0795'THE EAST BASE, AND 2 FEET LOWER THAN THE TOP, OF AN OUTCROP THAT
 NY0795'PROJECTS 20 FEET ABOVE THE GROUND ON THE SOUTH SIDE.  IT IS ON
 NY0795'THE SOUTH SLOPE OF A SHARP POINT OF A RIDGE, AND 35 YARDS NORTH
 NY0795'AND 40 FEET HIGHER THAN THE DICK CREEK ROAD.  TO REACH THE
 NY0795'AZIMUTH MARK FROM THE STATION GO WESTERLY UP GRADE ON THE DICK
 NY0795'CREEK ROAD FOR 0.8 MILE TO A SANDY CUT ON THE RIGHT AND THE
 NY0795'MARK IN THE LARGE OUTCROP ABOVE.
 NY0795'
 NY0795'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 395 AND
 NY0795'STATE HIGHWAY 66 IN LAKEVIEW GO NORTH ON U.S. HIGHWAY 395 FOR
 NY0795'15.6 MILES TO THE DICK CREEK ROAD ON LEFT AND THE SITE OF THE
 NY0795'STATION.
 NY0795
 NY0795                          STATION RECOVERY (1971)
 NY0795
 NY0795'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 NY0795'THE STATION MARK, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK WERE
 NY0795'RECOVERED IN GOOD CONDITION AS DESCRIBED.  A METAL WITNESS POST
 NY0795'WAS PLACED 1 FOOT NORTH OF REFERENCE MARK NO. 2.  AN ALTERNATE TO
 NY0795'REACH, AND A NEW BOX SCORE FOLLOWS.
 NY0795'
 NY0795'TO REACH THE STATION FROM THE VALLEY FALLS STORE, AND SERVICE
 NY0795'STATION, GO SOUTH ON U. S. HIGHWAY 395 FOR 7.3 MILES TO DICK
 NY0795'CREEK ROAD, AND THE STATION ON THE RIGHT.
 NY0795'
 NY0795'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NY0795'14 MILES NORTH OF LAKEVIEW.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2551 ***********************************************************************
 QE2551  DESIGNATION -  DICK
 QE2551  PID         -  QE2551
 QE2551  STATE/COUNTY-  OR/LINCOLN
 QE2551  USGS QUAD   -  WALDPORT (1984)
 QE2551
 QE2551                         *CURRENT SURVEY CONTROL
 QE2551  ___________________________________________________________________
 QE2551* NAD 83(1991)-  44 27 34.48509(N)    124 04 49.96374(W)     ADJUSTED  
 QE2551* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 QE2551  ___________________________________________________________________
 QE2551  LAPLACE CORR-          17.62  (seconds)                    DEFLEC99
 QE2551  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 QE2551  HORZ ORDER  -  THIRD
 QE2551
 QE2551.The horizontal coordinates were established by classical geodetic methods
 QE2551.and adjusted by the National Geodetic Survey in October 1991.
 QE2551
 QE2551.The orthometric height was scaled from a topographic map.
 QE2551
 QE2551.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2551
 QE2551.The geoid height was determined by GEOID03.
 QE2551
 QE2551;                    North         East     Units Scale Factor Converg.
 QE2551;SPC OR N     -    94,424.123 2,215,145.766   MT  0.99997060   -2 32 21.4
 QE2551;SPC OR N     -   309,790.43  7,267,538.60   iFT  0.99997060   -2 32 21.4
 QE2551;UTM  10      - 4,923,487.110   414,039.633   MT  0.99969087   -0 45 24.7
 QE2551
 QE2551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2551!SPC OR N     -   1.00000314  x   0.99997060  =   0.99997374
 QE2551!UTM  10      -   1.00000314  x   0.99969087  =   0.99969401
 QE2551
 QE2551|---------------------------------------------------------------------|
 QE2551| PID    Reference Object                     Distance      Geod. Az  |
 QE2551|                                                           dddmmss.s |
 QE2551| CE1412 DICK RM 1                            23.628 METERS 11313     |
 QE2551| CE1413 DICK RM 2                            22.955 METERS 14416     |
 QE2551| QE2559 LONE TREE ON RIDGE                  APPROX.15.6 KM 1761842.5 |
 QE2551| QE2542 SMITH                               APPROX. 2.9 KM 3511203.5 |
 QE2551|---------------------------------------------------------------------|
 QE2551
 QE2551                          SUPERSEDED SURVEY CONTROL
 QE2551
 QE2551  NAD 83(1986)-  44 27 34.50285(N)    124 04 50.02708(W) AD(       ) 3
 QE2551  NAD 27      -  44 27 34.99088(N)    124 04 45.61878(W) AD(       ) 3
 QE2551
 QE2551.Superseded values are not recommended for survey control.
 QE2551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2551.See file dsdata.txt to determine how the superseded data were derived.
 QE2551
 QE2551_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ1404023487(NAD 83)
 QE2551_MARKER: Z = SEE DESCRIPTION
 QE2551_SETTING: 0 = UNSPECIFIED SETTING
 QE2551
 QE2551  HISTORY     - Date     Condition        Report By
 QE2551  HISTORY     - 1927     MONUMENTED       CGS
 QE2551  HISTORY     - 1934     SEE DESCRIPTION  CGS
 QE2551
 QE2551                          STATION DESCRIPTION
 QE2551
 QE2551'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (GLB)
 QE2551'THIS STATION IS ON TOP OF A PROMINENT SAND DUNE CLOSE TO BEACH,
 QE2551'ABOUT 2-1/2 MILES S OF THE TRAM LEADING FROM THE BEACH TO THE
 QE2551'SALMONTOWN FERRY SLIP.  DUNE IS COVERED WITH GRASS AND SMALL
 QE2551'TREES.  STATION IS ABOUT 3 METERS FROM W EDGE ON HIGHEST PART.
 QE2551'
 QE2551'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 QE2551'CONCRETE AT THE CENTER OF THE TOP OF 10-INCH TILES.
 QE2551'
 QE2551'UNDERGROUND MARK IS A STANDARD BRONZE DISK SET IN CONCRETE 3
 QE2551'FEET BELOW THE GROUND.
 QE2551'
 QE2551'REFERENCE MARKS ARE ON GRASSY SHOULDER TO EASTWARD OF STATION.
 QE2551
 QE2551                          STATION RECOVERY (1934)
 QE2551
 QE2551'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (LAM)
 QE2551'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THEY ARE
 QE2551'LOCATED ON THE TOP OF A PROMINENT SAND DUNE ABOUT MIDWAY BETWEEN
 QE2551'HIGHWAY AND OCEAN AND ABOUT 1.75 MILES N ALONG THE OREGON COAST
 QE2551'HIGHWAY FROM THE NORTH ALSEA BAY FERRY SLIP, AS SITUATED IN 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1950 ***********************************************************************
 RD1950  DESIGNATION -  DICK POINT LIGHT
 RD1950  PID         -  RD1950
 RD1950  STATE/COUNTY-  OR/TILLAMOOK
 RD1950  USGS QUAD   -  NETARTS (1986)
 RD1950
 RD1950                         *CURRENT SURVEY CONTROL
 RD1950  ___________________________________________________________________
 RD1950* NAD 83(1991)-  45 28 52.26816(N)    123 54 11.93568(W)     ADJUSTED  
 RD1950* NAVD 88     -              **(meters)            **(feet)            
 RD1950  ___________________________________________________________________
 RD1950  LAPLACE CORR-          18.62  (seconds)                    DEFLEC99
 RD1950  GEOID HEIGHT-         -22.67  (meters)                     GEOID03
 RD1950  HORZ ORDER  -  THIRD
 RD1950
 RD1950.The horizontal coordinates were established by classical geodetic methods
 RD1950.and adjusted by the National Geodetic Survey in October 1991.
 RD1950
 RD1950
 RD1950.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1950
 RD1950.The geoid height was determined by GEOID03.
 RD1950
 RD1950;                    North         East     Units Scale Factor Converg.
 RD1950;SPC OR N     -   207,236.536 2,234,017.657   MT  0.99990943   -2 24 48.9
 RD1950;SPC OR N     -   679,909.90  7,329,454.26   iFT  0.99990943   -2 24 48.9
 RD1950;UTM  10      - 5,036,803.100   429,403.397   MT  0.99966128   -0 38 38.8
 RD1950
 RD1950                          SUPERSEDED SURVEY CONTROL
 RD1950
 RD1950  NAD 83(1986)-  45 28 52.29904(N)    123 54 11.93222(W) AD(       ) 4
 RD1950  NAD 27      -  45 28 52.92800(N)    123 54 07.46200(W) AD(       ) 3
 RD1950
 RD1950.Superseded values are not recommended for survey control.
 RD1950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1950.See file dsdata.txt to determine how the superseded data were derived.
 RD1950
 RD1950_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR2940336803(NAD 83)
 RD1950
 RD1950  HISTORY     - Date     Condition        Report By
 RD1950  HISTORY     - 1954     MONUMENTED       CGS
 RD1950  HISTORY     - 20020303 MARK NOT FOUND   USPSQD
 RD1950
 RD1950                          STATION DESCRIPTION
 RD1950
 RD1950'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (FN)
 RD1950'LOCATED AT THE SOUTH END OF TILLAMOOK BAY OFF DICK POINT ABOUT
 RD1950'400 FEET SOUTH-SOUTHEAST OF THE SHORE END OF DICK POINT
 RD1950'DIKE.  THE STRUCTURE IS A MULTIPLE PILE DOLPHIN TOPPED BY A WHITE
 RD1950'PLATFORM AND A FLASHING WHITE LIGHT.  THE CENTER OF THE LIGHT WAS
 RD1950'INTERSECTED.
 RD1950
 RD1950                          STATION RECOVERY (2002)
 RD1950
 RD1950'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 RD1950'REMOVED PRIOR TO 1973. DOES NOT SHOW IN LIGHT LIST OR ON 1973
 RD1950'TILLAMOOK BAY CHART
 RD1950' 
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1101 ***********************************************************************
 OA1101  DESIGNATION -  DIERCKS
 OA1101  PID         -  OA1101
 OA1101  STATE/COUNTY-  OR/DOUGLAS
 OA1101  USGS QUAD   -  TAHKENITCH CREEK (1984)
 OA1101
 OA1101                         *CURRENT SURVEY CONTROL
 OA1101  ___________________________________________________________________
 OA1101* NAD 83(1991)-  43 45 01.41956(N)    124 10 42.74421(W)     ADJUSTED  
 OA1101* NAVD 88     -        28.     (meters)      92.     (feet)  SCALED    
 OA1101  ___________________________________________________________________
 OA1101  LAPLACE CORR-          14.97  (seconds)                    DEFLEC99
 OA1101  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 OA1101  HORZ ORDER  -  THIRD
 OA1101
 OA1101.The horizontal coordinates were established by classical geodetic methods
 OA1101.and adjusted by the National Geodetic Survey in October 1991.
 OA1101
 OA1101.The orthometric height was scaled from a topographic map.
 OA1101
 OA1101.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1101
 OA1101.The geoid height was determined by GEOID03.
 OA1101
 OA1101;                    North         East     Units Scale Factor Converg.
 OA1101;SPC OR S     -   237,976.259 1,203,835.421   MT  0.99994614   -2 30 60.0
 OA1101;SPC OR S     -   780,762.00  3,949,591.28   iFT  0.99994614   -2 30 60.0
 OA1101;UTM  10      - 4,844,825.165   405,116.071   MT  0.99971073   -0 48 54.2
 OA1101
 OA1101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1101!SPC OR S     -   0.99999957  x   0.99994614  =   0.99994571
 OA1101!UTM  10      -   0.99999957  x   0.99971073  =   0.99971030
 OA1101
 OA1101:                Primary Azimuth Mark                     Grid Az
 OA1101:SPC OR S     -  CARSON TREE                              117 46 45.1
 OA1101:UTM  10      -  CARSON TREE                              116 04 39.3
 OA1101
 OA1101|---------------------------------------------------------------------|
 OA1101| PID    Reference Object                     Distance      Geod. Az  |
 OA1101|                                                           dddmmss.s |
 OA1101| OA1208 CARSON TREE                         APPROX. 0.7 KM 1151545.1 |
 OA1101| OA1099 WRECK TACOMA                        APPROX. 0.7 KM 2673502.3 |
 OA1101|---------------------------------------------------------------------|
 OA1101
 OA1101                          SUPERSEDED SURVEY CONTROL
 OA1101
 OA1101  NAD 83(1986)-  43 45 01.42216(N)    124 10 42.79400(W) AD(       ) 3
 OA1101  NAD 27      -  43 45 01.88600(N)    124 10 38.29700(W) AD(       ) 3
 OA1101
 OA1101.Superseded values are not recommended for survey control.
 OA1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1101.See file dsdata.txt to determine how the superseded data were derived.
 OA1101
 OA1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP0511644825(NAD 83)
 OA1101
 OA1101  HISTORY     - Date     Condition        Report By
 OA1101  HISTORY     - 1885     MONUMENTED       CGS
 OA1101  HISTORY     - 1948     SEE DESCRIPTION  CGS
 OA1101
 OA1101                          STATION DESCRIPTION
 OA1101
 OA1101'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RAE)
 OA1101'SINCE NO DESCRIPTION WAS AVAILABLE FOR THIS STATION, A THOROUGH
 OA1101'SEARCH WAS MADE OF THE AREA INDICATED BY ITS GEOGRAPHIC
 OA1101'POSITION.  AS NO MARK WAS FOUND IT SHOULD BE CLASSIFIED AS LOST
 OA1101'AND ALL REFERENCE TO IT SHOULD BE DELETED FROM ALL RECORDS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1931 ***********************************************************************
 RD1931  DESIGNATION -  DIKE
 RD1931  PID         -  RD1931
 RD1931  STATE/COUNTY-  OR/TILLAMOOK
 RD1931  USGS QUAD   -  SAND LAKE (1985)
 RD1931
 RD1931                         *CURRENT SURVEY CONTROL
 RD1931  ___________________________________________________________________
 RD1931* NAD 83(1991)-  45 15 25.01971(N)    123 57 58.95133(W)     ADJUSTED  
 RD1931* NAVD 88     -        11.     (meters)      36.     (feet)  SCALED    
 RD1931  ___________________________________________________________________
 RD1931  LAPLACE CORR-          20.74  (seconds)                    DEFLEC99
 RD1931  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 RD1931  HORZ ORDER  -  SECOND
 RD1931
 RD1931.The horizontal coordinates were established by classical geodetic methods
 RD1931.and adjusted by the National Geodetic Survey in October 1991.
 RD1931
 RD1931.The orthometric height was scaled from a topographic map.
 RD1931
 RD1931.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1931
 RD1931.The geoid height was determined by GEOID03.
 RD1931
 RD1931;                    North         East     Units Scale Factor Converg.
 RD1931;SPC OR N     -   182,550.131 2,228,023.449   MT  0.99989576   -2 27 29.9
 RD1931;SPC OR N     -   598,917.75  7,309,788.22   iFT  0.99989576   -2 27 29.9
 RD1931;UTM  10      - 5,011,949.121   424,176.060   MT  0.99967069   -0 41 11.1
 RD1931
 RD1931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1931!SPC OR N     -   1.00000188  x   0.99989576  =   0.99989764
 RD1931!UTM  10      -   1.00000188  x   0.99967069  =   0.99967257
 RD1931
 RD1931:                Primary Azimuth Mark                     Grid Az
 RD1931:SPC OR N     -  SEARS                                    189 20 37.4
 RD1931:UTM  10      -  SEARS                                    187 34 18.6
 RD1931
 RD1931|---------------------------------------------------------------------|
 RD1931| PID    Reference Object                     Distance      Geod. Az  |
 RD1931|                                                           dddmmss.s |
 RD1931| RD1894 SEARS                               APPROX. 2.4 KM 1865307.5 |
 RD1931|---------------------------------------------------------------------|
 RD1931
 RD1931                          SUPERSEDED SURVEY CONTROL
 RD1931
 RD1931  NAD 83(1986)-  45 15 25.05258(N)    123 57 58.95666(W) AD(       ) 2
 RD1931  NAD 27      -  45 15 25.68366(N)    123 57 54.53145(W) AD(       ) 2
 RD1931
 RD1931.Superseded values are not recommended for survey control.
 RD1931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1931.See file dsdata.txt to determine how the superseded data were derived.
 RD1931
 RD1931_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR2417611949(NAD 83)
 RD1931_MARKER: Z = SEE DESCRIPTION
 RD1931_SETTING: 0 = UNSPECIFIED SETTING
 RD1931_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD1931
 RD1931  HISTORY     - Date     Condition        Report By
 RD1931  HISTORY     - 1964     MONUMENTED       ORDT
 RD1931
 RD1931                          STATION DESCRIPTION
 RD1931
 RD1931'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1964 (PAS)
 RD1931'THE STATION IS ABOUT 0.4 MILES NORTH OF TIERRA DEL MAR ON A SAND
 RD1931'DUNE NEAR THE BEACH.
 RD1931'
 RD1931'TO REACH THE STATION FROM JACK AND SALLYS TEXACO STATION IN TIERRA
 RD1931'DEL MAR GO NORTH ON MACADAM ROAD FOR 0.3 MILES TO RHOMA AVENUE ON
 RD1931'THE LEFT, TURN LEFT AND GO WEST FOR 0.1 MILE TO END OF TRUCK
 RD1931'TRAVEL.  PACK NORTHWEST ABOUT 250 YARDS TO THE BEACH AND
 RD1931'STATION.
 RD1931'
 RD1931'THE STATION MARK, STAMPED DIKE USC AND GS 1964, IS AN OREGON
 RD1931'STATE HIGHWAY DEPT. STANDARD DISK SET IN THE TOP OF A 10 INCH
 RD1931'SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE THE SAND
 RD1931'DUNE.  IT IS 136 FEET SOUTHWEST OF A TELEPHONE POLE, 90 FEET
 RD1931'WEST NORTHWEST OF A TELEPHONE POLE, AND 2.5 FEET EAST OF A WHITE
 RD1931'WOODEN WITNESS POST.
 RD1931'
 RD1931'THERE WERE NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2823 ***********************************************************************
 RD2823  DESIGNATION -  DIKE
 RD2823  PID         -  RD2823
 RD2823  STATE/COUNTY-  OR/MULTNOMAH
 RD2823  USGS QUAD   -  MOUNT TABOR (1990)
 RD2823
 RD2823                         *CURRENT SURVEY CONTROL
 RD2823  ___________________________________________________________________
 RD2823* NAD 83(1991)-  45 35 54.60724(N)    122 35 58.87348(W)     ADJUSTED  
 RD2823* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 RD2823  ___________________________________________________________________
 RD2823  LAPLACE CORR-           2.37  (seconds)                    DEFLEC99
 RD2823  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 RD2823  HORZ ORDER  -  THIRD
 RD2823
 RD2823.The horizontal coordinates were established by classical geodetic methods
 RD2823.and adjusted by the National Geodetic Survey in October 1991.
 RD2823
 RD2823.The orthometric height was scaled from a topographic map.
 RD2823
 RD2823.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2823
 RD2823.The geoid height was determined by GEOID03.
 RD2823
 RD2823;                    North         East     Units Scale Factor Converg.
 RD2823;SPC OR N     -   216,799.678 2,336,210.023   MT  0.99992269   -1 29 20.6
 RD2823;SPC OR N     -   711,285.03  7,664,731.05   iFT  0.99992269   -1 29 20.6
 RD2823;SPC WA S     -    31,654.606   336,188.194   MT  1.00006149   -1 31 30.7
 RD2823;SPC WA S     -   103,853.49  1,102,977.43   sFT  1.00006149   -1 31 30.7
 RD2823;UTM  10      - 5,049,517.809   531,220.582   MT  0.99961198   +0 17 09.6
 RD2823
 RD2823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2823!SPC OR N     -   1.00000246  x   0.99992269  =   0.99992515
 RD2823!SPC WA S     -   1.00000246  x   1.00006149  =   1.00006395
 RD2823!UTM  10      -   1.00000246  x   0.99961198  =   0.99961444
 RD2823
 RD2823:                Primary Azimuth Mark                     Grid Az
 RD2823:SPC OR N     -  CUT 2                                    321 04 13.3
 RD2823:SPC WA S     -  CUT 2                                    321 06 23.4
 RD2823:UTM  10      -  CUT 2                                    319 17 43.1
 RD2823
 RD2823|---------------------------------------------------------------------|
 RD2823| PID    Reference Object                     Distance      Geod. Az  |
 RD2823|                                                           dddmmss.s |
 RD2823| RD2882 CUT 2                               APPROX. 2.3 KM 3193452.7 |
 RD2823|---------------------------------------------------------------------|
 RD2823
 RD2823                          SUPERSEDED SURVEY CONTROL
 RD2823
 RD2823  NAD 83(1986)-  45 35 54.62487(N)    122 35 58.87693(W) AD(       ) 3
 RD2823  NAD 27      -  45 35 55.20300(N)    122 35 54.53800(W) AD(       ) 3
 RD2823
 RD2823.Superseded values are not recommended for survey control.
 RD2823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2823.See file dsdata.txt to determine how the superseded data were derived.
 RD2823
 RD2823_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER3122149518(NAD 83)
 RD2823
 RD2823  HISTORY     - Date     Condition        Report By
 RD2823  HISTORY     - 1935     MONUMENTED       USE
 RD2823  HISTORY     - 1945     SEE DESCRIPTION  CGS
 RD2823  HISTORY     - 1960     SEE DESCRIPTION  CGS
 RD2823
 RD2823                          STATION DESCRIPTION
 RD2823
 RD2823'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAE)
 RD2823'THIS AREA WAS SEARCHED BUT NO POINT WAS FOUND THAT COULD BE
 RD2823'IDENTIFIED AS THE STATION.  IT IS RECOMMENDED THAT THE STATION
 RD2823'BE CONSIDERED LOST.
 RD2823
 RD2823                          STATION RECOVERY (1960)
 RD2823
 RD2823'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FN)
 RD2823'THIS STATION WAS DESTROYED BY CONSTRUCTION OF A NEW LEVEE.
 RD2823'
 RD2823'IT IS RECOMMENDED THAT THIS STATION BE CLASSIFIED AS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2912 ***********************************************************************
 RD2912  DESIGNATION -  DIKE
 RD2912  PID         -  RD2912
 RD2912  STATE/COUNTY-  OR/MULTNOMAH
 RD2912  USGS QUAD   -  MOUNT TABOR (1990)
 RD2912
 RD2912                         *CURRENT SURVEY CONTROL
 RD2912  ___________________________________________________________________
 RD2912* NAD 83(1991)-  45 34 56.12591(N)    122 33 40.88223(W)     ADJUSTED  
 RD2912* NAVD 88     -        12.     (meters)      39.     (feet)  VERTCON   
 RD2912  ___________________________________________________________________
 RD2912  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 RD2912  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 RD2912  HORZ ORDER  -  FIRST
 RD2912
 RD2912.The horizontal coordinates were established by classical geodetic methods
 RD2912.and adjusted by the National Geodetic Survey in October 1991.
 RD2912
 RD2912.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD2912.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD2912
 RD2912.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2912
 RD2912.The geoid height was determined by GEOID03.
 RD2912
 RD2912;                    North         East     Units Scale Factor Converg.
 RD2912;SPC OR N     -   214,917.904 2,339,153.383   MT  0.99992060   -1 27 42.8
 RD2912;SPC OR N     -   705,111.23  7,674,387.74   iFT  0.99992060   -1 27 42.8
 RD2912;SPC WA S     -    29,770.725   339,130.796   MT  1.00006635   -1 29 50.5
 RD2912;SPC WA S     -    97,672.79  1,112,631.62   sFT  1.00006635   -1 29 50.5
 RD2912;UTM  10      - 5,047,728.667   534,219.896   MT  0.99961440   +0 18 47.9
 RD2912
 RD2912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2912!SPC OR N     -   1.00000162  x   0.99992060  =   0.99992222
 RD2912!SPC WA S     -   1.00000162  x   1.00006635  =   1.00006797
 RD2912!UTM  10      -   1.00000162  x   0.99961440  =   0.99961602
 RD2912
 RD2912:                Primary Azimuth Mark                     Grid Az
 RD2912:SPC OR N     -  PORTLAND PARKROSE WATER TANK             146 50 37.0
 RD2912:SPC WA S     -  PORTLAND PARKROSE WATER TANK             146 52 44.7
 RD2912:UTM  10      -  PORTLAND PARKROSE WATER TANK             145 04 06.3
 RD2912
 RD2912|---------------------------------------------------------------------|
 RD2912| PID    Reference Object                     Distance      Geod. Az  |
 RD2912|                                                           dddmmss.s |
 RD2912| RD2907 PORTLAND PARKROSE WATER TANK        APPROX. 5.0 KM 1452254.2 |
 RD2912| CE2489 DIKE RM 1                             8.121 METERS 16656     |
 RD2912| CE2488 DIKE AZ MK                                         2100407.7 |
 RD2912| CE2490 DIKE RM 2                             8.275 METERS 27156     |
 RD2912|---------------------------------------------------------------------|
 RD2912
 RD2912                          SUPERSEDED SURVEY CONTROL
 RD2912
 RD2912  NAD 83(1986)-  45 34 56.14299(N)    122 33 40.88587(W) AD(       ) 1
 RD2912  NAD 27      -  45 34 56.71563(N)    122 33 36.54320(W) AD(       ) 1
 RD2912  NGVD 29 (05/15/91)   11.     (m)           36.     (f) VERT ANG    3  
 RD2912
 RD2912.Superseded values are not recommended for survey control.
 RD2912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2912.See file dsdata.txt to determine how the superseded data were derived.
 RD2912
 RD2912_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER3422047729(NAD 83)
 RD2912_MARKER: DD = SURVEY DISK
 RD2912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD2912_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RD2912_STAMPING: DIKE 1961
 RD2912_MARK LOGO: NGS   
 RD2912_PROJECTION: FLUSH
 RD2912_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD2912_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RD2912_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD2912+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2006
 RD2912
 RD2912  HISTORY     - Date     Condition        Report By
 RD2912  HISTORY     - 1961     MONUMENTED       CGS
 RD2912  HISTORY     - 1972     SEE DESCRIPTION  NGS
 RD2912  HISTORY     - 1983     GOOD             ORHD
 RD2912  HISTORY     - 1986     GOOD             USPSQD
 RD2912  HISTORY     - 19920625 GOOD             MGSINC
 RD2912  HISTORY     - 20040811 GOOD             USPSQD
 RD2912  HISTORY     - 20060519 GOOD             USPSQD
 RD2912
 RD2912                          STATION DESCRIPTION
 RD2912
 RD2912'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 RD2912'THE STATION IS LOCATED IN THE NORTHEAST PART OF PORTLAND ON THE
 RD2912'SOUTH SIDE OF NE MARINE DRIVE, 0.15 MILE EAST OF THE INTERSECTION OF
 RD2912'NE MARINE DRIVE AND NE 96TH AVE. AND ABOUT 0.05 MILE SOUTH OF THE
 RD2912'SOUTH SIDE OF THE COLUMBIA RIVER.
 RD2912'
 RD2912'TO REACH THE STATION FROM THE INTERSECTION OF NE MARINE DRIVE AND
 RD2912'U.S. HIGHWAY 99, (THIS IS ABOUT 1/2 MILE SOUTH OF THE INTERSTATE
 RD2912'BRIDGE), GO EAST ON NE MARINE DRIVE FOR 4.1 MILES TO NE 96TH AVE.,
 RD2912'CONTINUE EAST FOR 0.15 MILE TO THE STATION ON THE RIGHT ABOUT 6
 RD2912'FEET LOWER THAN THE SURFACE OF THE ROAD.
 RD2912'
 RD2912'THE STATION MARK, STAMPED DIKE 1961, IS A STANDARD DISK SET IN THE
 RD2912'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES.
 RD2912'IT IS 37 FEET SOUTH OF THE CENTERLINE OF NE MARINE DRIVE AND 4 FEET
 RD2912'WEST OF A WITNESS POST.
 RD2912'
 RD2912'REFERENCE MARK NO. 1, STAMPED DIKE NO 1 1961, IS A STANDARD DISK
 RD2912'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3
 RD2912'INCHES.  IT IS 48 FEET SOUTH OF THE CENTERLINE OF MARINE DRIVE AND
 RD2912'25 FEET SOUTHEAST OF A WITNESS POST.
 RD2912'
 RD2912'REFERENCE MARK NO. 2, STAMPED DIKE NO 2 1961, IS A STANDARD DISK
 RD2912'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2
 RD2912'INCHES.  IT IS 49 FEET SOUTH OF THE CENTERLINE OF MARINE DRIVE AND
 RD2912'30 FEET SOUTHWEST OF A WITNESS POST.
 RD2912'
 RD2912'THE AZIMUTH MARK, STAMPED DIKE 1961, IS A STANDARD DISK SET IN THE
 RD2912'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 RD2912'SURFACE OF THE GROUND.  IT IS 28 FEET WEST OF THE CENTER OF NE 96TH
 RD2912'AVE., 2.5 FEET NORTHEAST OF A WITNESS POST AND 2 FEET EAST OF A
 RD2912'FENCE LINE.
 RD2912'
 RD2912'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON NE MARINE
 RD2912'DRIVE FOR 0.15 MILE TO NE 96TH AVE., TURN LEFT, GO SOUTH ON NE 96TH
 RD2912'AVE FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 RD2912'
 RD2912'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 42.7 FEET.
 RD2912
 RD2912                          STATION RECOVERY (1972)
 RD2912
 RD2912'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 RD2912'THE STATION MARK, AND BOTH REFERENCE MARKS WERE RECOVERED AS
 RD2912'DESCRIBED.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT RECOVERED.  IT
 RD2912'IS NOT BELIEVED TO BE DESTROYED.  A ROAD APPROACH HAS BEEN BUILT,
 RD2912'AND THE FENCE HAS BEEN REMOVED MAKING RECOVERY MORE DIFFICULT.  LOCAL
 RD2912'OBJECTS WILL SERVE FOR AZIMUTH CONTROL.
 RD2912'
 RD2912'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN IN NORTHEAST
 RD2912'PORTLAND.
 RD2912
 RD2912                          STATION RECOVERY (1983)
 RD2912
 RD2912'RECOVERY NOTE BY OREGON HIGHWAY DEPARTMENT 1983 (JDU)
 RD2912'THE STATION WAS RECOVERED AT THIS DATE.
 RD2912'THE REFERENCE MARKS WERE ALSO RECOVERED.  THE AZIMUTH MARK WAS NOT
 RD2912'SEARCHED FOR.
 RD2912
 RD2912                          STATION RECOVERY (1986)
 RD2912
 RD2912'RECOVERY NOTE BY US POWER SQUADRON 1986 (KN)
 RD2912'RECOVERED IN GOOD CONDITION.
 RD2912
 RD2912                          STATION RECOVERY (1992)
 RD2912
 RD2912'RECOVERY NOTE BY MINISTER AND GLAESER 1992 (DRP)
 RD2912'RECOVERED AS DESCRIBED.
 RD2912
 RD2912                          STATION RECOVERY (2004)
 RD2912
 RD2912'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 RD2912'RECOVERED IN GOOD CONDITION.
 RD2912
 RD2912                          STATION RECOVERY (2006)
 RD2912
 RD2912'RECOVERY NOTE BY US POWER SQUADRON 2006 (SAO)
 RD2912'RM 2 AND AZ MK NOT RECOVERED
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3131 ***********************************************************************
 RD3131  DESIGNATION -  DIKE
 RD3131  PID         -  RD3131
 RD3131  STATE/COUNTY-  OR/MULTNOMAH
 RD3131  USGS QUAD   -  PORTLAND (1990)
 RD3131
 RD3131                         *CURRENT SURVEY CONTROL
 RD3131  ___________________________________________________________________
 RD3131* NAD 83(1991)-  45 34 40.43479(N)    122 44 10.16908(W)     ADJUSTED  
 RD3131* NAVD 88     -        47.     (meters)     154.     (feet)  SCALED    
 RD3131  ___________________________________________________________________
 RD3131  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 RD3131  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 RD3131  HORZ ORDER  -  THIRD
 RD3131
 RD3131.The horizontal coordinates were established by classical geodetic methods
 RD3131.and adjusted by the National Geodetic Survey in October 1991.
 RD3131
 RD3131.The orthometric height was scaled from a topographic map.
 RD3131
 RD3131.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3131
 RD3131.The geoid height was determined by GEOID03.
 RD3131
 RD3131;                    North         East     Units Scale Factor Converg.
 RD3131;SPC OR N     -   214,796.460 2,325,503.618   MT  0.99992006   -1 35 09.1
 RD3131;SPC OR N     -   704,712.80  7,629,605.05   iFT  0.99992006   -1 35 09.1
 RD3131;SPC WA S     -    29,658.075   325,478.953   MT  1.00006767   -1 37 27.6
 RD3131;SPC WA S     -    97,303.20  1,067,842.20   sFT  1.00006767   -1 37 27.6
 RD3131;UTM  10      - 5,047,184.716   520,584.680   MT  0.99960521   +0 11 18.4
 RD3131
 RD3131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3131!SPC OR N     -   0.99999621  x   0.99992006  =   0.99991627
 RD3131!SPC WA S     -   0.99999621  x   1.00006767  =   1.00006388
 RD3131!UTM  10      -   0.99999621  x   0.99960521  =   0.99960142
 RD3131
 RD3131:                Primary Azimuth Mark                     Grid Az
 RD3131:SPC OR N     -  39 2 RESET                               152 33 36.7
 RD3131:SPC WA S     -  39 2 RESET                               152 35 55.2
 RD3131:UTM  10      -  39 2 RESET                               150 47 09.2
 RD3131
 RD3131|---------------------------------------------------------------------|
 RD3131| PID    Reference Object                     Distance      Geod. Az  |
 RD3131|                                                           dddmmss.s |
 RD3131| RD3269 39 2 RESET                          APPROX. 0.8 KM 1505827.6 |
 RD3131|---------------------------------------------------------------------|
 RD3131
 RD3131                          SUPERSEDED SURVEY CONTROL
 RD3131
 RD3131  NAD 83(1986)-  45 34 40.45400(N)    122 44 10.17233(W) AD(       ) 3
 RD3131  NAD 27      -  45 34 41.03000(N)    122 44 05.81500(W) AD(       ) 3
 RD3131
 RD3131.Superseded values are not recommended for survey control.
 RD3131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3131.See file dsdata.txt to determine how the superseded data were derived.
 RD3131
 RD3131_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER2058547185(NAD 83)
 RD3131
 RD3131  HISTORY     - Date     Condition        Report By
 RD3131  HISTORY     - 1913     MONUMENTED       USE
 RD3131  HISTORY     - 1959     SEE DESCRIPTION  CGS
 RD3131
 RD3131                          STATION DESCRIPTION
 RD3131
 RD3131'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (ANS)
 RD3131'LOST.  THE POSITION OF THE STATION AS DETERMINED FROM A TEMPORARY
 RD3131'STATION LAY IN THE EXCAVATED PORTION OF A BORROW PIT.  STATION WAS
 RD3131'ON HIGH BLUFF BEHIND SAWMILL, MARKED BY PIPE IN BLOCK OF CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1929 ***********************************************************************
 SC1929  DESIGNATION -  DIKE
 SC1929  PID         -  SC1929
 SC1929  STATE/COUNTY-  OR/CLATSOP
 SC1929  USGS QUAD   -  KNAPPA (1986)
 SC1929
 SC1929                         *CURRENT SURVEY CONTROL
 SC1929  ___________________________________________________________________
 SC1929* NAD 83(1991)-  46 13 34.07082(N)    123 32 31.84472(W)     ADJUSTED  
 SC1929* NAVD 88     -              **(meters)            **(feet)            
 SC1929  ___________________________________________________________________
 SC1929  LAPLACE CORR-          13.43  (seconds)                    DEFLEC99
 SC1929  GEOID HEIGHT-         -21.95  (meters)                     GEOID03
 SC1929  HORZ ORDER  -  THIRD
 SC1929
 SC1929.The horizontal coordinates were established by classical geodetic methods
 SC1929.and adjusted by the National Geodetic Survey in October 1991.
 SC1929
 SC1929
 SC1929.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1929
 SC1929.The geoid height was determined by GEOID03.
 SC1929
 SC1929;                    North         East     Units Scale Factor Converg.
 SC1929;SPC OR N     -   288,849.237 2,265,344.730   MT  1.00006540   -2 09 26.9
 SC1929;SPC OR N     -   947,668.10  7,432,233.37   iFT  1.00006540   -2 09 26.9
 SC1929;SPC WA S     -   103,759.099   265,378.257   MT  0.99993412   -2 12 35.4
 SC1929;SPC WA S     -   340,416.31    870,661.83   sFT  0.99993412   -2 12 35.4
 SC1929;UTM  10      - 5,119,315.518   458,189.196   MT  0.99962149   -0 23 29.4
 SC1929
 SC1929                          SUPERSEDED SURVEY CONTROL
 SC1929
 SC1929  NAD 83(1986)-  46 13 34.08320(N)    123 32 31.83529(W) AD(       ) 4
 SC1929  NAD 27      -  46 13 34.68671(N)    123 32 27.35621(W) AD(       ) 3
 SC1929
 SC1929.Superseded values are not recommended for survey control.
 SC1929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1929.See file dsdata.txt to determine how the superseded data were derived.
 SC1929
 SC1929_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS5818919316(NAD 83)
 SC1929
 SC1929  HISTORY     - Date     Condition        Report By
 SC1929  HISTORY     - UNK      MONUMENTED
 SC1929  HISTORY     - 1950     SEE DESCRIPTION  CGS
 SC1929
 SC1929                          STATION DESCRIPTION
 SC1929
 SC1929'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WHB)
 SC1929'STATION NOT RECOVERED.  THIS STATION, AT THE NE END OF LONG
 SC1929'ISLAND, ON THE S BANK OF PRAIRIE CHANNEL, WAS NOT FOUND.  THE
 SC1929'DIKE LEVEE IN THIS VICINITY HAS BEEN REPAIRED AFTER THE RECENT
 SC1929'RIVER FRESHETS AND STATION CAN VERY WELL BE LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1624 ***********************************************************************
 QD1624  DESIGNATION -  DIKE
 QD1624  PID         -  QD1624
 QD1624  STATE/COUNTY-  OR/DESCHUTES
 QD1624  USGS QUAD   -  REDMOND (1975)
 QD1624
 QD1624                         *CURRENT SURVEY CONTROL
 QD1624  ___________________________________________________________________
 QD1624* NAD 83(1991)-  44 21 40.28479(N)    121 14 27.47272(W)     ADJUSTED  
 QD1624* NAVD 88     -       838.4    (meters)    2751.     (feet)  VERTCON   
 QD1624  ___________________________________________________________________
 QD1624  LAPLACE CORR-           5.26  (seconds)                    DEFLEC99
 QD1624  GEOID HEIGHT-         -21.29  (meters)                     GEOID03
 QD1624  HORZ ORDER  -  SECOND
 QD1624
 QD1624.The horizontal coordinates were established by classical geodetic methods
 QD1624.and adjusted by the National Geodetic Survey in October 1991.
 QD1624
 QD1624.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1624.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1624
 QD1624.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1624
 QD1624.The geoid height was determined by GEOID03.
 QD1624
 QD1624;                    North         East     Units Scale Factor Converg.
 QD1624;SPC OR S     -   299,601.057 1,440,925.924   MT  1.00011192   -0 30 24.9
 QD1624;SPC OR S     -   982,943.10  4,727,447.26   iFT  1.00011192   -0 30 24.9
 QD1624;SPC OR N     -    77,448.968 2,440,933.000   MT  0.99999310   -0 31 31.7
 QD1624;SPC OR N     -   254,097.66  8,008,310.37   iFT  0.99999310   -0 31 31.7
 QD1624;UTM  10      - 4,913,495.378   640,171.254   MT  0.99984164   +1 13 48.3
 QD1624
 QD1624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1624!SPC OR S     -   0.99987190  x   1.00011192  =   0.99998380
 QD1624!SPC OR N     -   0.99987190  x   0.99999310  =   0.99986500
 QD1624!UTM  10      -   0.99987190  x   0.99984164  =   0.99971356
 QD1624
 QD1624|---------------------------------------------------------------------|
 QD1624| PID    Reference Object                     Distance      Geod. Az  |
 QD1624|                                                           dddmmss.s |
 QD1624| CF4291 DIKE RM 1                            10.607 METERS 02650     |
 QD1624| CF4290 DIKE AZ MK                                         1233429.2 |
 QD1624| CF4292 DIKE RM 2                             9.610 METERS 15333     |
 QD1624|---------------------------------------------------------------------|
 QD1624
 QD1624                          SUPERSEDED SURVEY CONTROL
 QD1624
 QD1624  NAD 83(1986)-  44 21 40.29230(N)    121 14 27.47229(W) AD(       ) 2
 QD1624  NAD 27      -  44 21 40.86300(N)    121 14 23.33700(W) AD(       ) 2
 QD1624  NGVD 29 (07/19/86)  837.3    (m)         2747.     (f) VERT ANG    3  
 QD1624
 QD1624.Superseded values are not recommended for survey control.
 QD1624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1624.See file dsdata.txt to determine how the superseded data were derived.
 QD1624
 QD1624_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ4017113495(NAD 83)
 QD1624_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QD1624_SETTING: 80 = SET IN A BOULDER
 QD1624_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QD1624
 QD1624  HISTORY     - Date     Condition        Report By
 QD1624  HISTORY     - 1946     MONUMENTED       CGS
 QD1624  HISTORY     - 1976     SEE DESCRIPTION  NGS
 QD1624
 QD1624                          STATION DESCRIPTION
 QD1624
 QD1624'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 QD1624'THE STATION IS LOCATED ABOUT 3 MILES, AIRLINE, NORTHWEST OF
 QD1624'TERREBONE, NEAR THE INTERSECTION OF A PAVED ROAD LEADING TO
 QD1624'DICALITE MINES AT LOWER BRIDGE AND A DIRT ROAD LEADING
 QD1624'SOUTHEAST.  IT IS ON TOP OF A LOW LAVA DIKE.  IT IS 300 FEET
 QD1624'SOUTH OF THE CENTER OF PAVED ROAD, 83.70 FEET WEST OF THE CENTER
 QD1624'OF A CATTLEGUARD AND 12 FEET SOUTH OF A WIRE FENCE.  IT IS SET
 QD1624'IN A DRILLHOLE IN A BOULDER THAT PROJECTS 4 INCHES.  IT IS
 QD1624'STAMPED DIKE 1945.
 QD1624'
 QD1624'REFERENCE MARK NO. 1 IS SET IN A BOULDER THAT IS FLUSH WITH
 QD1624'THE GROUND ON THE EAST SIDE AND PROJECTS 2 FEET ON THE WEST
 QD1624'SIDE.  IT IS STAMPED DIKE NO 1 1945.
 QD1624'
 QD1624'REFERENCE MARK NO. 2 IS SET IN A BOULDER THAT IS FLUSH WITH
 QD1624'THE GROUND ON THE EAST SIDE AND PROJECTS 2 FEET ON THE WEST
 QD1624'SIDE.  IT IS 1.5 FEET BELOW STATION ELEVATION.  IT IS STAMPED
 QD1624'DIKE NO 2 1945.
 QD1624'
 QD1624'AZIMUTH MARK IS OPPOSITE A SLIGHT CURVE IN THE ROAD.  IT IS 42
 QD1624'FEET EAST OF THE CENTER OF THE ROAD AND 3 FEET NORTH OF A 4X4
 QD1624'INCH WHITE WITNESS POST.  IT IS SET IN A BOULDER THAT PROJECTS
 QD1624'16 INCHES.  IT IS STAMPED DIKE 1945.
 QD1624'
 QD1624'TO REACH THE STATION FROM THE POST OFFICE IN THE TOWN OF
 QD1624'TERREBONE, GO NORTH ON U.S. HIGHWAY NO. 97 FOR 0.6 MILE TO A
 QD1624'PAVED ROAD LEFT.  TURN LEFT ON PAVED ROAD AND GO 3.2 MILES TO
 QD1624'A T ROAD LEFT, SOUTH, TURN LEFT ON DIRT ROAD AND GO 0.05 MILE TO
 QD1624'A CATTLEGUARD AND THE STATION ON THE RIGHT AS DESCRIBED.
 QD1624
 QD1624                          STATION RECOVERY (1976)
 QD1624
 QD1624'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 QD1624'THE STATION MARK, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK
 QD1624'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  A DIFFERENCE WAS
 QD1624'FOUND IN THE HORIZONTAL ANGLE TO REFERENCE MARK NO. 2.  A METAL
 QD1624'WITNESS POST WAS PLACED 4 FEET EAST OF THE STATION MARK, AND A
 QD1624'METAL WITNESS POST WAS PLACED 4 FEET WEST OF THE AZIMUTH
 QD1624'MARK.  LANDMARKS HAVE CHANGED.  A NEW TO REACH FOLLOWS.
 QD1624'
 QD1624'THE STATION IS ON GOVERNMENT OWNED LAND IN THE NW 1/4 SECTION 13,
 QD1624'R 12 E, T 14 S.
 QD1624'
 QD1624'TO REACH THE STATION FROM THE TERREBONNE POST OFFICE GO NORTH ON
 QD1624'U.S. HIGHWAY 97 FOR 0.45 MILE TO A CROSSROAD, TURN LEFT, AND GO
 QD1624'WEST ON NW LOWER BRIDGE WAY FOR 3.25 MILES TO A CROSSROAD, TURN
 QD1624'LEFT, AND GO SOUTH ON THE SAND ROAD FOR 300 FEET TO THE CATTLE
 QD1624'GUARD, AND THE STATION ON THE RIGHT.
 QD1624'
 QD1624'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH, AND
 QD1624'SOUTHEAST ON THE SAND TRACK ROAD FOR 0.25 MILE TO THE AZIMUTH
 QD1624'MARK ON THE LEFT.
 QD1624'
 QD1624'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QD1624'3-1/2 MILES NORTHWEST OF TERREBONNE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2388 ***********************************************************************
 QE2388  DESIGNATION -  DIKE
 QE2388  PID         -  QE2388
 QE2388  STATE/COUNTY-  OR/LINCOLN
 QE2388  USGS QUAD   -  TOLEDO SOUTH (1984)
 QE2388
 QE2388                         *CURRENT SURVEY CONTROL
 QE2388  ___________________________________________________________________
 QE2388* NAD 83(1991)-  44 36 15.06366(N)    123 56 31.92019(W)     ADJUSTED  
 QE2388* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 QE2388  ___________________________________________________________________
 QE2388  LAPLACE CORR-          14.64  (seconds)                    DEFLEC99
 QE2388  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 QE2388  HORZ ORDER  -  THIRD
 QE2388
 QE2388.The horizontal coordinates were established by classical geodetic methods
 QE2388.and adjusted by the National Geodetic Survey in October 1991.
 QE2388
 QE2388.The orthometric height was scaled from a topographic map.
 QE2388
 QE2388.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2388
 QE2388.The geoid height was determined by GEOID03.
 QE2388
 QE2388;                    North         East     Units Scale Factor Converg.
 QE2388;SPC OR N     -   109,999.379 2,226,829.593   MT  0.99994280   -2 26 28.2
 QE2388;SPC OR N     -   360,890.35  7,305,871.37   iFT  0.99994280   -2 26 28.2
 QE2388;UTM  10      - 4,939,413.544   425,230.674   MT  0.99966875   -0 39 41.9
 QE2388
 QE2388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2388!SPC OR N     -   1.00000301  x   0.99994280  =   0.99994581
 QE2388!UTM  10      -   1.00000301  x   0.99966875  =   0.99967176
 QE2388
 QE2388:                Primary Azimuth Mark                     Grid Az
 QE2388:SPC OR N     -  REAR RANGE 6                             147 14 55.8
 QE2388:UTM  10      -  REAR RANGE 6                             145 28 09.5
 QE2388
 QE2388|---------------------------------------------------------------------|
 QE2388| PID    Reference Object                     Distance      Geod. Az  |
 QE2388|                                                           dddmmss.s |
 QE2388| QE2370 REAR RANGE 6                        472.628 METERS 1444827.6 |
 QE2388| QE2350 FRONT RANGE 6                       APPROX. 0.7 KM 1543252.6 |
 QE2388| QE2359 LOWER DIKE LIGHT                    APPROX. 0.8 KM 1673334.1 |
 QE2388| QE2328 HUMP                                272.660 METERS 24214     |
 QE2388| QE2380 FRONT RANGE 7                       APPROX. 0.7 KM 3111548.4 |
 QE2388| QE2387 REAR RANGE 7                        APPROX. 0.8 KM 3122811.1 |
 QE2388| QE2385 FRONT RANGE 8                       APPROX. 1.2 KM 3271159.5 |
 QE2388| QE2367 REAR RANGE 8                        APPROX. 1.2 KM 3273930.0 |
 QE2388| QE2343 FLAT                                APPROX. 0.7 KM 3323211.6 |
 QE2388|---------------------------------------------------------------------|
 QE2388
 QE2388                          SUPERSEDED SURVEY CONTROL
 QE2388
 QE2388  NAD 83(1986)-  44 36 15.09766(N)    123 56 31.98535(W) AD(       ) 3
 QE2388  NAD 27      -  44 36 15.70200(N)    123 56 27.61600(W) AD(       ) 3
 QE2388
 QE2388.Superseded values are not recommended for survey control.
 QE2388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2388.See file dsdata.txt to determine how the superseded data were derived.
 QE2388
 QE2388_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ2523139414(NAD 83)
 QE2388_MARKER: Z = SEE DESCRIPTION
 QE2388_SETTING: 0 = UNSPECIFIED SETTING
 QE2388_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE2388
 QE2388  HISTORY     - Date     Condition        Report By
 QE2388  HISTORY     - 1914     MONUMENTED       CGS
 QE2388  HISTORY     - 1953     SEE DESCRIPTION  CGS
 QE2388  HISTORY     - 1974     SEE DESCRIPTION  NGS
 QE2388
 QE2388                          STATION DESCRIPTION
 QE2388
 QE2388'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (JWM)
 QE2388'THE STATION IS ABOUT 1-1/2 MILES S OF TOLEDO, ON THE NE SIDE OF
 QE2388'YAQUINA RIVER, ABOUT 3 METERS FROM THE HIGH-WATER LINE, ON TOP
 QE2388'OF A SMALL DIKE FORMED WHEN THE RIVER WAS DREDGED.
 QE2388'
 QE2388'THE STATION IS MARKED BY A BOTTLE SET 3 FEET BELOW THE SURFACE,
 QE2388'AND THE SURFACE MARK IS A STANDARD DISK SET IN A 1-INCH IRON PIPE,
 QE2388'AND THE WHOLE IS THEN SET IN CONCRETE.
 QE2388'
 QE2388'THE REFERENCE MARK IS A STANDARD DISK SET IN CONCRETE, 7.92
 QE2388'METERS N (MAGNETIC).
 QE2388
 QE2388                          STATION RECOVERY (1953)
 QE2388
 QE2388'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (FAR)
 QE2388'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  THE REFERENCE
 QE2388'MARK WAS RECOVERED, BUT APPARENTLY IT LEANS TOWARD THE STATION
 QE2388'FROM ITS ORIGINAL POSITION, AS THE DISTANCE IS 0.04 M. SHORT.
 QE2388'
 QE2388'THE STATION IS ABOUT 1 MI. S OF THE LARGE LUMBER MILL IN TOLEDO,
 QE2388'ON THE E SIDE OF THE YAQUINA RIVER, 55.5 M. N-NW OF A 35-FT. DOUBLE
 QE2388'TRUNKED LONE FIR TREE ON TOP OF A LOW DIKE, 19 M. E OF THE EDGE
 QE2388'OF THE RIVER BANK, ON THE W SIDE OF A CLUMP OF WILD ROSE BRIARS
 QE2388'1 M. IN DIAMETER, IN THE CENTER OF THE TOP OF THE DIKE.  THE
 QE2388'STATION IS MARKED BY A STANDARD DISK, NOT STAMPED AND SET IN AN
 QE2388'8-IN. CONCRETE MONUMENT PROJECTING 4 IN.
 QE2388'
 QE2388'THE REFERENCE MARK IS A STANDARD DISK, NOT STAMPED AND SET IN
 QE2388'AN 8-IN. CONCRETE MONUMENT 8 IN. BELOW THE SURFACE, 7.88 M. N
 QE2388'(MAGNETIC) OF THE STATION.
 QE2388
 QE2388                          STATION RECOVERY (1974)
 QE2388
 QE2388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 QE2388'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  THE REFERENCE
 QE2388'MARK WAS SEARCHED FOR, BUT NOT RECOVERED.  THE REFERENCE MARK IS
 QE2388'NOT BELIEVED TO BE DESTROYED.  A NEW TO REACH, AND NEW REFERENCE
 QE2388'MEASUREMENTS FOLLOW.
 QE2388'
 QE2388'TO REACH THE STATION FROM THE TOLEDO POST OFFICE GO SOUTHEAST,
 QE2388'AND SOUTHWEST, TOWARD THE AIRPORT FOR 1.1 MILES TO THE SOUTHWEST
 QE2388'END OF THE BRIDGE OVER THE YAQUINA RIVER, CONTINUE SOUTHWEST ON
 QE2388'COUNTY ROAD 520 FOR 0.3 MILE TO A FORK, AT THE TOP OF THE GRADE,
 QE2388'TAKE THE RIGHT FORK, AND CONTINUE SOUTHWEST ON COUNTY ROAD 520
 QE2388'FOR 0.3 MILE TO THE ENTRANCE TO THE AIRPORT, TURN RIGHT, AND GO
 QE2388'WEST, AND NORTH FOR 0.2 MILE TO THE NORTHERN-MOST HANGAR, AND
 QE2388'THE END OF TRUCK TRAVEL.  HIKE WEST ACROSS THE RUNWAY TO THE
 QE2388'DIKE, THEN HIKE NORTH ON THE DIKE.  LENGTH OF PACK IS 5
 QE2388'MINUTES.
 QE2388'
 QE2388'THE STATION MARK IS AN UNSTAMPED STANDARD STATION MARK DISK SET IN
 QE2388'A CYLINDRICAL CONCRETE MONUMENT THAT IS 8-INCHES IN DIAMETER, AND
 QE2388'FLUSH WITH THE TOP OF THE DIKE, 0.15 MILE NORTH-NORTHWEST OF THE
 QE2388'NORTH END OF THE RUNWAY, 75 FEET WEST OF A DRAINAGE DITCH, 60 FEET
 QE2388'EAST OF THE RIVER BANK, AND 3 FEET WEST OF A METAL WITNESS POST.
 QE2388'
 QE2388'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QE2388'1 MILE SOUTH-SOUTHWEST OF TOLEDO.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3439 ***********************************************************************
 RD3439  DESIGNATION -  DIKE 13.1 DOLPHIN EAST END
 RD3439  PID         -  RD3439
 RD3439  STATE/COUNTY-  OR/MULTNOMAH
 RD3439  USGS QUAD   -  SAUVIE ISLAND (1990)
 RD3439
 RD3439                         *CURRENT SURVEY CONTROL
 RD3439  ___________________________________________________________________
 RD3439* NAD 83(1991)-  45 40 04.03039(N)    122 46 20.98118(W)     ADJUSTED  
 RD3439* NAVD 88     -              **(meters)            **(feet)            
 RD3439  ___________________________________________________________________
 RD3439  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 RD3439  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 RD3439  HORZ ORDER  -  THIRD
 RD3439
 RD3439.The horizontal coordinates were established by classical geodetic methods
 RD3439.and adjusted by the National Geodetic Survey in October 1991.
 RD3439
 RD3439
 RD3439.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3439
 RD3439.The geoid height was determined by GEOID03.
 RD3439
 RD3439;                    North         East     Units Scale Factor Converg.
 RD3439;SPC OR N     -   224,861.359 2,322,949.817   MT  0.99993250   -1 36 41.8
 RD3439;SPC OR N     -   737,734.12  7,621,226.43   iFT  0.99993250   -1 36 41.8
 RD3439;SPC WA S     -    39,725.993   322,931.641   MT  1.00004163   -1 39 02.6
 RD3439;SPC WA S     -   130,334.36  1,059,484.89   sFT  1.00004163   -1 39 02.6
 RD3439;UTM  10      - 5,057,162.507   517,721.386   MT  0.99960386   +0 09 45.8
 RD3439
 RD3439                          SUPERSEDED SURVEY CONTROL
 RD3439
 RD3439  NAD 83(1986)-  45 40 04.04983(N)    122 46 20.98220(W) AD(       ) 4
 RD3439  NAD 27      -  45 40 04.63000(N)    122 46 16.62200(W) AD(       ) 3
 RD3439
 RD3439.Superseded values are not recommended for survey control.
 RD3439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3439.See file dsdata.txt to determine how the superseded data were derived.
 RD3439
 RD3439_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1772157163(NAD 83)
 RD3439
 RD3439  HISTORY     - Date     Condition        Report By
 RD3439  HISTORY     - 1937     MONUMENTED       CGS
 RD3439  HISTORY     - 1945     SEE DESCRIPTION  CGS
 RD3439  HISTORY     - 1960     SEE DESCRIPTION  CGS
 RD3439  HISTORY     - 19940423 MARK NOT FOUND   USPSQD
 RD3439
 RD3439                          STATION DESCRIPTION
 RD3439
 RD3439'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAE)
 RD3439'THIS SEVEN-PILE DOLPHIN HAS BEEN REPLACED BY A THREE-PILE DOLPHIN
 RD3439'OF RECENT CONSTRUCTION.  IT IS RECOMMENDED THAT THE STATION BE
 RD3439'CONSIDERED DESTROYED.
 RD3439
 RD3439                          STATION RECOVERY (1960)
 RD3439
 RD3439'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FN)
 RD3439'THIS DOLPHIN WAS REBUILT SEVERAL YEARS AGO.  THIS INTERSECTION
 RD3439'STATION HAS BEEN LOST.
 RD3439
 RD3439                          STATION RECOVERY (1994)
 RD3439
 RD3439'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD3439'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3481 ***********************************************************************
 RD3481  DESIGNATION -  DIKE 13.7 DOLPHIN EAST END
 RD3481  PID         -  RD3481
 RD3481  STATE/COUNTY-  OR/MULTNOMAH
 RD3481  USGS QUAD   -  SAUVIE ISLAND (1990)
 RD3481
 RD3481                         *CURRENT SURVEY CONTROL
 RD3481  ___________________________________________________________________
 RD3481* NAD 83(1991)-  45 40 35.66556(N)    122 46 34.57713(W)     ADJUSTED  
 RD3481* NAVD 88     -              **(meters)            **(feet)            
 RD3481  ___________________________________________________________________
 RD3481  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 RD3481  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 RD3481  HORZ ORDER  -  THIRD
 RD3481
 RD3481.The horizontal coordinates were established by classical geodetic methods
 RD3481.and adjusted by the National Geodetic Survey in October 1991.
 RD3481
 RD3481
 RD3481.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3481
 RD3481.The geoid height was determined by GEOID03.
 RD3481
 RD3481;                    North         East     Units Scale Factor Converg.
 RD3481;SPC OR N     -   225,845.881 2,322,683.168   MT  0.99993385   -1 36 51.5
 RD3481;SPC OR N     -   740,964.18  7,620,351.60   iFT  0.99993385   -1 36 51.5
 RD3481;SPC WA S     -    40,710.803   322,665.636   MT  1.00003922   -1 39 12.5
 RD3481;SPC WA S     -   133,565.36  1,058,612.17   sFT  1.00003922   -1 39 12.5
 RD3481;UTM  10      - 5,058,137.979   517,424.478   MT  0.99960373   +0 09 36.2
 RD3481
 RD3481                          SUPERSEDED SURVEY CONTROL
 RD3481
 RD3481  NAD 83(1986)-  45 40 35.68505(N)    122 46 34.57792(W) AD(       ) 4
 RD3481  NAD 27      -  45 40 36.26400(N)    122 46 30.21600(W) AD(       ) 3
 RD3481
 RD3481.Superseded values are not recommended for survey control.
 RD3481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3481.See file dsdata.txt to determine how the superseded data were derived.
 RD3481
 RD3481_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1742458138(NAD 83)
 RD3481
 RD3481  HISTORY     - Date     Condition        Report By
 RD3481  HISTORY     - 1937     MONUMENTED       CGS
 RD3481  HISTORY     - 1945     SEE DESCRIPTION  CGS
 RD3481  HISTORY     - 19940423 MARK NOT FOUND   USPSQD
 RD3481
 RD3481                          STATION DESCRIPTION
 RD3481
 RD3481'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAE)
 RD3481'THIS SEVEN-PILE DOLPHIN HAS BEEN REPLACED BY A THREE-PILE DOLPHIN
 RD3481'OF RECENT CONSTRUCTION.  IT IS RECOMMENDED THAT THE STATION BE
 RD3481'CONSIDERED DESTROYED.
 RD3481
 RD3481                          STATION RECOVERY (1994)
 RD3481
 RD3481'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD3481'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3491 ***********************************************************************
 RD3491  DESIGNATION -  DIKE 14.1 DOLPHIN EAST END
 RD3491  PID         -  RD3491
 RD3491  STATE/COUNTY-  OR/MULTNOMAH
 RD3491  USGS QUAD   -  SAUVIE ISLAND (1990)
 RD3491
 RD3491                         *CURRENT SURVEY CONTROL
 RD3491  ___________________________________________________________________
 RD3491* NAD 83(1991)-  45 41 01.36832(N)    122 46 38.77634(W)     ADJUSTED  
 RD3491* NAVD 88     -              **(meters)            **(feet)            
 RD3491  ___________________________________________________________________
 RD3491  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 RD3491  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 RD3491  HORZ ORDER  -  THIRD
 RD3491
 RD3491.The horizontal coordinates were established by classical geodetic methods
 RD3491.and adjusted by the National Geodetic Survey in October 1991.
 RD3491
 RD3491
 RD3491.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3491
 RD3491.The geoid height was determined by GEOID03.
 RD3491
 RD3491;                    North         East     Units Scale Factor Converg.
 RD3491;SPC OR N     -   226,641.612 2,322,614.693   MT  0.99993496   -1 36 54.5
 RD3491;SPC OR N     -   743,574.84  7,620,126.95   iFT  0.99993496   -1 36 54.5
 RD3491;SPC WA S     -    41,506.663   322,597.698   MT  1.00003727   -1 39 15.6
 RD3491;SPC WA S     -   136,176.44  1,058,389.28   sFT  1.00003727   -1 39 15.6
 RD3491;UTM  10      - 5,058,930.946   517,331.428   MT  0.99960369   +0 09 33.3
 RD3491
 RD3491                          SUPERSEDED SURVEY CONTROL
 RD3491
 RD3491  NAD 83(1986)-  45 41 01.38787(N)    122 46 38.77697(W) AD(       ) 4
 RD3491  NAD 27      -  45 41 01.96700(N)    122 46 34.41600(W) AD(       ) 3
 RD3491
 RD3491.Superseded values are not recommended for survey control.
 RD3491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3491.See file dsdata.txt to determine how the superseded data were derived.
 RD3491
 RD3491_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1733158931(NAD 83)
 RD3491
 RD3491  HISTORY     - Date     Condition        Report By
 RD3491  HISTORY     - 1937     MONUMENTED       CGS
 RD3491  HISTORY     - 1951     SEE DESCRIPTION  CGS
 RD3491  HISTORY     - 1960     SEE DESCRIPTION  CGS
 RD3491  HISTORY     - 19940423 MARK NOT FOUND   USPSQD
 RD3491
 RD3491                          STATION DESCRIPTION
 RD3491
 RD3491'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (HGC)
 RD3491'THIS INTERSECTION STATION IS THE CENTER PILE OF A 7-PILE CLUSTER
 RD3491'DOLPHIN AT THE E END OF DIKE 14.1.  THIS DOLPHIN IS VERY OLD AND
 RD3491'WILL NOT LAST LONG, HOWEVER, AT THIS TIME (JULY 1951) THE POSITION
 RD3491'HELD AND WAS USED IN HYDROGRAPHY.
 RD3491
 RD3491                          STATION RECOVERY (1960)
 RD3491
 RD3491'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FN)
 RD3491'FROM LOCAL INFORMATION RECEIVED THIS DOLPHIN WAS REBUILT AFTER
 RD3491'1948.  THIS INTERSECTION STATION SHOULD BE CONSIDERED LOST.
 RD3491
 RD3491                          STATION RECOVERY (1994)
 RD3491
 RD3491'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD3491'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3490 ***********************************************************************
 RD3490  DESIGNATION -  DIKE 14.3 DOLPHIN EAST END
 RD3490  PID         -  RD3490
 RD3490  STATE/COUNTY-  OR/MULTNOMAH
 RD3490  USGS QUAD   -  SAUVIE ISLAND (1990)
 RD3490
 RD3490                         *CURRENT SURVEY CONTROL
 RD3490  ___________________________________________________________________
 RD3490* NAD 83(1991)-  45 41 14.22631(N)    122 46 38.45619(W)     ADJUSTED  
 RD3490* NAVD 88     -              **(meters)            **(feet)            
 RD3490  ___________________________________________________________________
 RD3490  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 RD3490  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 RD3490  HORZ ORDER  -  THIRD
 RD3490
 RD3490.The horizontal coordinates were established by classical geodetic methods
 RD3490.and adjusted by the National Geodetic Survey in October 1991.
 RD3490
 RD3490
 RD3490.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3490
 RD3490.The geoid height was determined by GEOID03.
 RD3490
 RD3490;                    North         East     Units Scale Factor Converg.
 RD3490;SPC OR N     -   227,038.207 2,322,632.806   MT  0.99993553   -1 36 54.2
 RD3490;SPC OR N     -   744,876.01  7,620,186.37   iFT  0.99993553   -1 36 54.2
 RD3490;SPC WA S     -    41,903.285   322,616.084   MT  1.00003630   -1 39 15.3
 RD3490;SPC WA S     -   137,477.69  1,058,449.60   sFT  1.00003630   -1 39 15.3
 RD3490;UTM  10      - 5,059,327.779   517,337.250   MT  0.99960370   +0 09 33.5
 RD3490
 RD3490                          SUPERSEDED SURVEY CONTROL
 RD3490
 RD3490  NAD 83(1986)-  45 41 14.24589(N)    122 46 38.45673(W) AD(       ) 4
 RD3490  NAD 27      -  45 41 14.82400(N)    122 46 34.09500(W) AD(       ) 3
 RD3490
 RD3490.Superseded values are not recommended for survey control.
 RD3490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3490.See file dsdata.txt to determine how the superseded data were derived.
 RD3490
 RD3490_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1733759328(NAD 83)
 RD3490
 RD3490  HISTORY     - Date     Condition        Report By
 RD3490  HISTORY     - 1937     MONUMENTED       CGS
 RD3490  HISTORY     - 1945     SEE DESCRIPTION  CGS
 RD3490  HISTORY     - 19940423 MARK NOT FOUND   USPSQD
 RD3490
 RD3490                          STATION DESCRIPTION
 RD3490
 RD3490'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAE)
 RD3490'THE PRESENT DOLPHIN IS A THREE-PILE STRUCTURE, WHICH HAS BEEN
 RD3490'ERECTED SINCE 1937.  THIS STATION SHOULD BE CLASSIFIED AS DESTROYED.
 RD3490
 RD3490                          STATION RECOVERY (1994)
 RD3490
 RD3490'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD3490'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3482 ***********************************************************************
 RD3482  DESIGNATION -  DIKE 14.7 DOLPHIN EAST END
 RD3482  PID         -  RD3482
 RD3482  STATE/COUNTY-  OR/MULTNOMAH
 RD3482  USGS QUAD   -  SAUVIE ISLAND (1990)
 RD3482
 RD3482                         *CURRENT SURVEY CONTROL
 RD3482  ___________________________________________________________________
 RD3482* NAD 83(1991)-  45 41 36.60986(N)    122 46 34.66889(W)     ADJUSTED  
 RD3482* NAVD 88     -              **(meters)            **(feet)            
 RD3482  ___________________________________________________________________
 RD3482  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 RD3482  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 RD3482  HORZ ORDER  -  THIRD
 RD3482
 RD3482.The horizontal coordinates were established by classical geodetic methods
 RD3482.and adjusted by the National Geodetic Survey in October 1991.
 RD3482
 RD3482
 RD3482.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3482
 RD3482.The geoid height was determined by GEOID03.
 RD3482
 RD3482;                    North         East     Units Scale Factor Converg.
 RD3482;SPC OR N     -   227,726.642 2,322,734.186   MT  0.99993651   -1 36 51.5
 RD3482;SPC OR N     -   747,134.65  7,620,518.98   iFT  0.99993651   -1 36 51.5
 RD3482;SPC WA S     -    42,591.719   322,717.945   MT  1.00003463   -1 39 12.6
 RD3482;SPC WA S     -   139,736.33  1,058,783.79   sFT  1.00003463   -1 39 12.6
 RD3482;UTM  10      - 5,060,018.794   517,417.239   MT  0.99960373   +0 09 36.3
 RD3482
 RD3482                          SUPERSEDED SURVEY CONTROL
 RD3482
 RD3482  NAD 83(1986)-  45 41 36.62948(N)    122 46 34.66928(W) AD(       ) 4
 RD3482  NAD 27      -  45 41 37.20800(N)    122 46 30.30700(W) AD(       ) 3
 RD3482
 RD3482.Superseded values are not recommended for survey control.
 RD3482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3482.See file dsdata.txt to determine how the superseded data were derived.
 RD3482
 RD3482_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1741760019(NAD 83)
 RD3482_MARKER: 12 = DOLPHIN
 RD3482
 RD3482  HISTORY     - Date     Condition        Report By
 RD3482  HISTORY     - 1937     FIRST OBSERVED   CGS
 RD3482  HISTORY     - 1951     GOOD             CGS
 RD3482  HISTORY     - 19940423 MARK NOT FOUND   USPSQD
 RD3482
 RD3482                          STATION DESCRIPTION
 RD3482
 RD3482'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (HGC)
 RD3482'THIS INTERSECTION STATION IS THE CENTER OF THE CENTER PILE OF A
 RD3482'7-PILE CLUSTER DOLPHIN AT E END OF DIKE 14.7.  IT IS
 RD3482'APPROXIMATELY 3.0 MILES DOWNSTREAM FROM KELLEY POINT AND ABOUT
 RD3482'930 FEET DOWNSTREAM FROM MORGAN LOWER RANGE FRONT 32 LIGHT
 RD3482'STRUCTURE.
 RD3482'
 RD3482'STATION WAS RECOVERED IN FAIR CONDITION.
 RD3482
 RD3482                          STATION RECOVERY (1994)
 RD3482
 RD3482'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD3482'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3471 ***********************************************************************
 RD3471  DESIGNATION -  DIKE 14.9 DOLPHIN EAST END
 RD3471  PID         -  RD3471
 RD3471  STATE/COUNTY-  OR/MULTNOMAH
 RD3471  USGS QUAD   -  SAUVIE ISLAND (1990)
 RD3471
 RD3471                         *CURRENT SURVEY CONTROL
 RD3471  ___________________________________________________________________
 RD3471* NAD 83(1991)-  45 41 47.98524(N)    122 46 31.40595(W)     ADJUSTED  
 RD3471* NAVD 88     -              **(meters)            **(feet)            
 RD3471  ___________________________________________________________________
 RD3471  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 RD3471  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 RD3471  HORZ ORDER  -  THIRD
 RD3471
 RD3471.The horizontal coordinates were established by classical geodetic methods
 RD3471.and adjusted by the National Geodetic Survey in October 1991.
 RD3471
 RD3471
 RD3471.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3471
 RD3471.The geoid height was determined by GEOID03.
 RD3471
 RD3471;                    North         East     Units Scale Factor Converg.
 RD3471;SPC OR N     -   228,075.692 2,322,814.640   MT  0.99993702   -1 36 49.2
 RD3471;SPC OR N     -   748,279.83  7,620,782.94   iFT  0.99993702   -1 36 49.2
 RD3471;SPC WA S     -    42,940.749   322,798.646   MT  1.00003378   -1 39 10.2
 RD3471;SPC WA S     -   140,881.44  1,059,048.56   sFT  1.00003378   -1 39 10.2
 RD3471;UTM  10      - 5,060,370.051   517,486.823   MT  0.99960376   +0 09 38.7
 RD3471
 RD3471                          SUPERSEDED SURVEY CONTROL
 RD3471
 RD3471  NAD 83(1986)-  45 41 48.00487(N)    122 46 31.40626(W) AD(       ) 4
 RD3471  NAD 27      -  45 41 48.58300(N)    122 46 27.04500(W) AD(       ) 3
 RD3471
 RD3471.Superseded values are not recommended for survey control.
 RD3471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3471.See file dsdata.txt to determine how the superseded data were derived.
 RD3471
 RD3471_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1748760370(NAD 83)
 RD3471
 RD3471  HISTORY     - Date     Condition        Report By
 RD3471  HISTORY     - 1937     MONUMENTED       CGS
 RD3471  HISTORY     - 1951     SEE DESCRIPTION  CGS
 RD3471  HISTORY     - 1960     SEE DESCRIPTION  CGS
 RD3471  HISTORY     - 19940423 MARK NOT FOUND   USPSQD
 RD3471
 RD3471                          STATION DESCRIPTION
 RD3471
 RD3471'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (HGC)
 RD3471'THIS INTERSECTION STATION IS THE CENTER OF THE CENTER PILE OF
 RD3471'A 7-PILE CLUSTER DOLPHIN AT THE E END OF DIKE 14.9.  IT IS
 RD3471'APPROXIMATELY 3.2 MILES DOWNSTREAM FROM KELLEY POINT AND ABOUT
 RD3471'580 FEET UPSTREAM FROM THE MOUTH OF DAIRY CREEK.
 RD3471'
 RD3471'STATION WAS RECOVERED IN FAIR CONDITION.
 RD3471
 RD3471                          STATION RECOVERY (1960)
 RD3471
 RD3471'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FN)
 RD3471'THIS DOLPHIN HAS BEEN REMOVED.  THIS INTERSECTION STATION HAS
 RD3471'BEEN LOST.
 RD3471
 RD3471                          STATION RECOVERY (1994)
 RD3471
 RD3471'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD3471'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD4045 ***********************************************************************
 RD4045  DESIGNATION -  DIKE 27.7 DOLPHIN EAST END
 RD4045  PID         -  RD4045
 RD4045  STATE/COUNTY-  OR/COLUMBIA
 RD4045  USGS QUAD   -  ST HELENS (1990)
 RD4045
 RD4045                         *CURRENT SURVEY CONTROL
 RD4045  ___________________________________________________________________
 RD4045* NAD 83(1991)-  45 52 12.74812(N)    122 47 30.35693(W)     ADJUSTED  
 RD4045* NAVD 88     -              **(meters)            **(feet)            
 RD4045  ___________________________________________________________________
 RD4045  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 RD4045  GEOID HEIGHT-         -22.29  (meters)                     GEOID03
 RD4045  HORZ ORDER  -  THIRD
 RD4045
 RD4045.The horizontal coordinates were established by classical geodetic methods
 RD4045.and adjusted by the National Geodetic Survey in October 1991.
 RD4045
 RD4045
 RD4045.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD4045
 RD4045.The geoid height was determined by GEOID03.
 RD4045
 RD4045;                    North         East     Units Scale Factor Converg.
 RD4045;SPC OR N     -   247,392.108 2,322,086.899   MT  0.99996959   -1 37 31.0
 RD4045;SPC OR N     -   811,653.90  7,618,395.34   iFT  0.99996959   -1 37 31.0
 RD4045;SPC WA S     -    62,258.809   322,084.112   MT  0.99999184   -1 39 53.0
 RD4045;SPC WA S     -   204,260.78  1,056,704.29   sFT  0.99999184   -1 39 53.0
 RD4045;UTM  10      - 5,079,647.934   516,161.713   MT  0.99960321   +0 08 58.1
 RD4045
 RD4045                          SUPERSEDED SURVEY CONTROL
 RD4045
 RD4045  NAD 83(1986)-  45 52 12.76725(N)    122 47 30.35466(W) AD(       ) 4
 RD4045  NAD 27      -  45 52 13.35000(N)    122 47 25.98200(W) AD(       ) 3
 RD4045
 RD4045.Superseded values are not recommended for survey control.
 RD4045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4045.See file dsdata.txt to determine how the superseded data were derived.
 RD4045
 RD4045_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1616279648(NAD 83)
 RD4045
 RD4045  HISTORY     - Date     Condition        Report By
 RD4045  HISTORY     - 1937     MONUMENTED       CGS
 RD4045  HISTORY     - 1946     SEE DESCRIPTION  CGS
 RD4045
 RD4045                          STATION DESCRIPTION
 RD4045
 RD4045'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (RWK)
 RD4045'THE STATION IS THE CENTER AND HIGHER PILE OF SEVEN PILE DOLPHINS.
 RD4045
 RD4045                          STATION RECOVERY (1946)
 RD4045
 RD4045'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAE)
 RD4045'THIS DOLPHIN WAS RECOVERED AS DESCRIBED BY R.W.K. IN 1937.  STATION
 RD4045'IS IN GOOD CONDITION AND THE DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1410 ***********************************************************************
 SC1410  DESIGNATION -  DIKE 44.6 WEST END DOLPHIN
 SC1410  PID         -  SC1410
 SC1410  STATE/COUNTY-  OR/COLUMBIA
 SC1410  USGS QUAD   -  RAINIER (1990)
 SC1410
 SC1410                         *CURRENT SURVEY CONTROL
 SC1410  ___________________________________________________________________
 SC1410* NAD 83(1991)-  46 05 31.61175(N)    122 55 00.84672(W)     ADJUSTED  
 SC1410* NAVD 88     -              **(meters)            **(feet)            
 SC1410  ___________________________________________________________________
 SC1410  LAPLACE CORR-          -3.59  (seconds)                    DEFLEC99
 SC1410  GEOID HEIGHT-         -21.60  (meters)                     GEOID03
 SC1410  HORZ ORDER  -  THIRD
 SC1410
 SC1410.The horizontal coordinates were established by classical geodetic methods
 SC1410.and adjusted by the National Geodetic Survey in December 1991.
 SC1410
 SC1410
 SC1410.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1410
 SC1410.The geoid height was determined by GEOID03.
 SC1410
 SC1410;                    North         East     Units Scale Factor Converg.
 SC1410;SPC OR N     -   272,329.185 2,313,112.986   MT  1.00002473   -1 42 50.5
 SC1410;SPC OR N     -   893,468.45  7,588,953.37   iFT  1.00002473   -1 42 50.5
 SC1410;SPC WA S     -    87,201.588   313,128.064   MT  0.99995138   -1 45 20.3
 SC1410;SPC WA S     -   286,093.88  1,027,320.99   sFT  0.99995138   -1 45 20.3
 SC1410;UTM  10      - 5,104,285.470   506,423.795   MT  0.99960051   +0 03 35.5
 SC1410
 SC1410                          SUPERSEDED SURVEY CONTROL
 SC1410
 SC1410  NAD 83(1991)-  46 05 31.61175(N)    122 55 00.84673(W) AD(       ) 4
 SC1410  NAD 83(1986)-  46 05 31.62821(N)    122 55 00.84301(W) AD(       ) 4
 SC1410  NAD 27      -  46 05 32.22071(N)    122 54 56.44706(W) AD(       ) 3
 SC1410
 SC1410.Superseded values are not recommended for survey control.
 SC1410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1410.See file dsdata.txt to determine how the superseded data were derived.
 SC1410
 SC1410_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES0642404285(NAD 83)
 SC1410
 SC1410  HISTORY     - Date     Condition        Report By
 SC1410  HISTORY     - 1937     MONUMENTED       CGS
 SC1410
 SC1410                          STATION DESCRIPTION
 SC1410
 SC1410'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (RWK)
 SC1410'THIS STATION IS ONE OF THE CENTERS OF HIGHER PILES RISING FROM
 SC1410'MIDDLE OF 7-PILE DOLPHINS, THE LATTER SITUATED AT DESIGNATED
 SC1410'ENDS OF THE DIKES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1631 ***********************************************************************
 SC1631  DESIGNATION -  DIKE 51.5 DOLPHIN NORTH END
 SC1631  PID         -  SC1631
 SC1631  STATE/COUNTY-  OR/COLUMBIA
 SC1631  USGS QUAD   -  COAL CREEK (1985)
 SC1631
 SC1631                         *CURRENT SURVEY CONTROL
 SC1631  ___________________________________________________________________
 SC1631* NAD 83(1991)-  46 08 31.32308(N)    123 02 11.10436(W)     ADJUSTED  
 SC1631* NAVD 88     -              **(meters)            **(feet)            
 SC1631  ___________________________________________________________________
 SC1631  LAPLACE CORR-          -6.89  (seconds)                    DEFLEC99
 SC1631  GEOID HEIGHT-         -21.24  (meters)                     GEOID03
 SC1631  HORZ ORDER  -  THIRD
 SC1631
 SC1631.The horizontal coordinates were established by classical geodetic methods
 SC1631.and adjusted by the National Geodetic Survey in October 1991.
 SC1631
 SC1631
 SC1631.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1631
 SC1631.The geoid height was determined by GEOID03.
 SC1631
 SC1631;                    North         East     Units Scale Factor Converg.
 SC1631;SPC OR N     -   278,158.695 2,304,048.552   MT  1.00003923   -1 47 55.7
 SC1631;SPC OR N     -   912,594.14  7,559,214.41   iFT  1.00003923   -1 47 55.7
 SC1631;SPC WA S     -    93,037.349   304,068.730   MT  0.99994432   -1 50 32.8
 SC1631;SPC WA S     -   305,240.04    997,598.83   sFT  0.99994432   -1 50 32.8
 SC1631;UTM  10      - 5,109,829.306   497,187.304   MT  0.99960010   -0 01 34.5
 SC1631
 SC1631                          SUPERSEDED SURVEY CONTROL
 SC1631
 SC1631  NAD 83(1986)-  46 08 31.33979(N)    123 02 11.10304(W) AD(       ) 4
 SC1631  NAD 27      -  46 08 31.93515(N)    123 02 06.69218(W) AD(       ) 3
 SC1631
 SC1631.Superseded values are not recommended for survey control.
 SC1631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1631.See file dsdata.txt to determine how the superseded data were derived.
 SC1631
 SC1631_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS9718709829(NAD 83)
 SC1631
 SC1631  HISTORY     - Date     Condition        Report By
 SC1631  HISTORY     - 1936     MONUMENTED       CGS
 SC1631  HISTORY     - 1949     SEE DESCRIPTION  CGS
 SC1631
 SC1631                          STATION DESCRIPTION
 SC1631
 SC1631'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (RWK)
 SC1631'THIS TRIANGULATION STATION IS ONE OF THE VERTICAL PROJECTING
 SC1631'CENTERS PILINGS.
 SC1631
 SC1631                          STATION RECOVERY (1949)
 SC1631
 SC1631'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (HJH)
 SC1631'A NEW DOLPHIN OF RECENT CONSTRUCTION HAS BEEN BUILT AT THE END
 SC1631'OF THE DIKE.  THE REMAINS OF AN OLD DOLPHIN, PROBABLY MARKING
 SC1631'THE STATION, ARE ADJACENT.  THE OLD DOLPHIN HAS BROKEN OFF FLUSH
 SC1631'WITH THE WATER LINE.
 SC1631'
 SC1631'IT IS RECOMMENDED THAT THE STATION BE CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1636 ***********************************************************************
 SC1636  DESIGNATION -  DIKE 51.7 DOLPHIN NORTH END
 SC1636  PID         -  SC1636
 SC1636  STATE/COUNTY-  OR/COLUMBIA
 SC1636  USGS QUAD   -  COAL CREEK (1985)
 SC1636
 SC1636                         *CURRENT SURVEY CONTROL
 SC1636  ___________________________________________________________________
 SC1636* NAD 83(1991)-  46 08 41.04555(N)    123 02 26.11965(W)     ADJUSTED  
 SC1636* NAVD 88     -              **(meters)            **(feet)            
 SC1636  ___________________________________________________________________
 SC1636  LAPLACE CORR-          -6.82  (seconds)                    DEFLEC99
 SC1636  GEOID HEIGHT-         -21.22  (meters)                     GEOID03
 SC1636  HORZ ORDER  -  THIRD
 SC1636
 SC1636.The horizontal coordinates were established by classical geodetic methods
 SC1636.and adjusted by the National Geodetic Survey in October 1991.
 SC1636
 SC1636
 SC1636.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1636
 SC1636.The geoid height was determined by GEOID03.
 SC1636
 SC1636;                    North         East     Units Scale Factor Converg.
 SC1636;SPC OR N     -   278,468.875 2,303,735.872   MT  1.00004004   -1 48 06.3
 SC1636;SPC OR N     -   913,611.79  7,558,188.56   iFT  1.00004004   -1 48 06.3
 SC1636;SPC WA S     -    93,347.738   303,756.317   MT  0.99994396   -1 50 43.7
 SC1636;SPC WA S     -   306,258.37    996,573.85   sFT  0.99994396   -1 50 43.7
 SC1636;UTM  10      - 5,110,129.534   496,865.321   MT  0.99960012   -0 01 45.4
 SC1636
 SC1636                          SUPERSEDED SURVEY CONTROL
 SC1636
 SC1636  NAD 83(1986)-  46 08 41.06221(N)    123 02 26.11841(W) AD(       ) 4
 SC1636  NAD 27      -  46 08 41.66417(N)    123 02 21.70634(W) AD(       ) 3
 SC1636
 SC1636.Superseded values are not recommended for survey control.
 SC1636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1636.See file dsdata.txt to determine how the superseded data were derived.
 SC1636
 SC1636_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS9686510130(NAD 83)
 SC1636
 SC1636  HISTORY     - Date     Condition        Report By
 SC1636  HISTORY     - 1936     MONUMENTED       CGS
 SC1636  HISTORY     - 1949     SEE DESCRIPTION  CGS
 SC1636
 SC1636                          STATION DESCRIPTION
 SC1636
 SC1636'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (RWK)
 SC1636'THIS TRIANGULATION STATION IS ONE OF THE VERTICAL PROJECTING
 SC1636'CENTERS PILINGS.
 SC1636
 SC1636                          STATION RECOVERY (1949)
 SC1636
 SC1636'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (HJH)
 SC1636'THE DOLPHIN WHICH FORMERLY MARKED THE STATION HAS NOW BROKEN
 SC1636'OFF FLUSH WITH THE WATER LINE.
 SC1636'
 SC1636'IT IS RECOMMENDED THAT THE STATION BE CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1695 ***********************************************************************
 SC1695  DESIGNATION -  DIKE 62.5 DOLPHIN EAST END
 SC1695  PID         -  SC1695
 SC1695  STATE/COUNTY-  OR/COLUMBIA
 SC1695  USGS QUAD   -  OAK POINT (1985)
 SC1695
 SC1695                         *CURRENT SURVEY CONTROL
 SC1695  ___________________________________________________________________
 SC1695* NAD 83(1991)-  46 09 43.31633(N)    123 13 45.24533(W)     ADJUSTED  
 SC1695* NAVD 88     -              **(meters)            **(feet)            
 SC1695  ___________________________________________________________________
 SC1695  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 SC1695  GEOID HEIGHT-         -20.96  (meters)                     GEOID03
 SC1695  HORZ ORDER  -  THIRD
 SC1695
 SC1695.The horizontal coordinates were established by classical geodetic methods
 SC1695.and adjusted by the National Geodetic Survey in December 1991.
 SC1695
 SC1695
 SC1695.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1695
 SC1695.The geoid height was determined by GEOID03.
 SC1695
 SC1695;                    North         East     Units Scale Factor Converg.
 SC1695;SPC OR N     -   280,865.828 2,289,232.990   MT  1.00004525   -1 56 07.9
 SC1695;SPC OR N     -   921,475.81  7,510,606.92   iFT  1.00004525   -1 56 07.9
 SC1695;SPC WA S     -    95,755.928   289,256.784   MT  0.99994170   -1 58 57.0
 SC1695;SPC WA S     -   314,159.24    949,003.30   sFT  0.99994170   -1 58 57.0
 SC1695;UTM  10      - 5,112,076.187   482,301.704   MT  0.99960385   -0 09 55.3
 SC1695
 SC1695                          SUPERSEDED SURVEY CONTROL
 SC1695
 SC1695  NAD 83(1991)-  46 09 43.31632(N)    123 13 45.24534(W) AD(       ) 4
 SC1695  NAD 83(1986)-  46 09 43.33121(N)    123 13 45.24019(W) AD(       ) 4
 SC1695  NAD 27      -  46 09 43.93188(N)    123 13 40.80696(W) AD(       ) 3
 SC1695
 SC1695.Superseded values are not recommended for survey control.
 SC1695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1695.See file dsdata.txt to determine how the superseded data were derived.
 SC1695
 SC1695_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS8230212076(NAD 83)
 SC1695
 SC1695  HISTORY     - Date     Condition        Report By
 SC1695  HISTORY     - 1936     MONUMENTED       CGS
 SC1695  HISTORY     - 1950     SEE DESCRIPTION  CGS
 SC1695
 SC1695                          STATION DESCRIPTION
 SC1695
 SC1695'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (RWK)
 SC1695'THE TRIANGULATION STATION IS THE VERTICAL PROJECTING CENTER PILING
 SC1695'OF THE DOLPHIN.
 SC1695
 SC1695                          STATION RECOVERY (1950)
 SC1695
 SC1695'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (WHB)
 SC1695'STATION RECOVERED IN GOOD CONDITION.  IT IS THE CENTER VERTICAL
 SC1695'PROJECTING PILE OF CLUSTER PILE DOLPHIN AT THE E END OF DIKE
 SC1695'JETTY NO. 62.5.  THIS DIKE IS THE CENTER ONE OF THREE AT EUREKA
 SC1695'BAR SOUTH OF EAGLE CLIFF.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1678 ***********************************************************************
 SC1678  DESIGNATION -  DIKE 62.9 DOLPHIN SOUTH END
 SC1678  PID         -  SC1678
 SC1678  STATE/COUNTY-  OR/COLUMBIA
 SC1678  USGS QUAD   -  OAK POINT (1985)
 SC1678
 SC1678                         *CURRENT SURVEY CONTROL
 SC1678  ___________________________________________________________________
 SC1678* NAD 83(1991)-  46 09 28.06817(N)    123 14 21.06490(W)     ADJUSTED  
 SC1678* NAVD 88     -              **(meters)            **(feet)            
 SC1678  ___________________________________________________________________
 SC1678  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 SC1678  GEOID HEIGHT-         -20.97  (meters)                     GEOID03
 SC1678  HORZ ORDER  -  THIRD
 SC1678
 SC1678.The horizontal coordinates were established by classical geodetic methods
 SC1678.and adjusted by the National Geodetic Survey in December 1991.
 SC1678
 SC1678
 SC1678.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1678
 SC1678.The geoid height was determined by GEOID03.
 SC1678
 SC1678;                    North         East     Units Scale Factor Converg.
 SC1678;SPC OR N     -   280,421.276 2,288,448.937   MT  1.00004397   -1 56 33.3
 SC1678;SPC OR N     -   920,017.31  7,508,034.57   iFT  1.00004397   -1 56 33.3
 SC1678;SPC WA S     -    95,312.066   288,472.447   MT  0.99994224   -1 59 23.0
 SC1678;SPC WA S     -   312,703.00    946,430.02   sFT  0.99994224   -1 59 23.0
 SC1678;UTM  10      - 5,111,607.835   481,532.097   MT  0.99960419   -0 10 21.0
 SC1678
 SC1678                          SUPERSEDED SURVEY CONTROL
 SC1678
 SC1678  NAD 83(1991)-  46 09 28.06817(N)    123 14 21.06489(W) AD(       ) 4
 SC1678  NAD 83(1986)-  46 09 28.08354(N)    123 14 21.05869(W) AD(       ) 4
 SC1678  NAD 27      -  46 09 28.68362(N)    123 14 16.62550(W) AD(       ) 3
 SC1678
 SC1678.Superseded values are not recommended for survey control.
 SC1678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1678.See file dsdata.txt to determine how the superseded data were derived.
 SC1678
 SC1678_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS8153211608(NAD 83)
 SC1678
 SC1678  HISTORY     - Date     Condition        Report By
 SC1678  HISTORY     - 1936     MONUMENTED       CGS
 SC1678  HISTORY     - 1950     SEE DESCRIPTION  CGS
 SC1678
 SC1678                          STATION DESCRIPTION
 SC1678
 SC1678'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (RWK)
 SC1678'THIS TRIANGULATION STATION IS ONE OF THE VERTICAL PROJECTING
 SC1678'CENTERS PILINGS OF THE DIKE DOLPHINS BETWEEN BRADWOOD
 SC1678'AND LONGVIEW.
 SC1678
 SC1678                          STATION RECOVERY (1950)
 SC1678
 SC1678'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (WHB)
 SC1678'STATION IS LOST.  THIS DOLPHIN AT THE S END OF DIKE
 SC1678'NO. 62.9 HAS BEEN DESTROYED AND REPLACED BY A FOUR-PILE
 SC1678'DOLPHIN IN A NEW LOCATION AT THE S END OF DIKE AND
 SC1678'SLIGHTLY TO THE W.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1748 ***********************************************************************
 SC1748  DESIGNATION -  DIKE 66.0 DOLPHIN SOUTH END
 SC1748  PID         -  SC1748
 SC1748  STATE/COUNTY-  OR/COLUMBIA
 SC1748  USGS QUAD   -  NASSA POINT (1985)
 SC1748
 SC1748                         *CURRENT SURVEY CONTROL
 SC1748  ___________________________________________________________________
 SC1748* NAD 83(1991)-  46 08 54.03144(N)    123 17 52.11628(W)     ADJUSTED  
 SC1748* NAVD 88     -              **(meters)            **(feet)            
 SC1748  ___________________________________________________________________
 SC1748  LAPLACE CORR-           5.92  (seconds)                    DEFLEC99
 SC1748  GEOID HEIGHT-         -21.07  (meters)                     GEOID03
 SC1748  HORZ ORDER  -  THIRD
 SC1748
 SC1748.The horizontal coordinates were established by classical geodetic methods
 SC1748.and adjusted by the National Geodetic Survey in December 1991.
 SC1748
 SC1748
 SC1748.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1748
 SC1748.The geoid height was determined by GEOID03.
 SC1748
 SC1748;                    North         East     Units Scale Factor Converg.
 SC1748;SPC OR N     -   279,526.090 2,283,886.620   MT  1.00004112   -1 59 03.0
 SC1748;SPC OR N     -   917,080.35  7,493,066.34   iFT  1.00004112   -1 59 03.0
 SC1748;SPC WA S     -    94,420.762   283,909.842   MT  0.99994348   -2 01 56.3
 SC1748;SPC WA S     -   309,778.78    931,460.87   sFT  0.99994348   -2 01 56.3
 SC1748;UTM  10      - 5,110,572.630   477,001.583   MT  0.99960650   -0 12 53.1
 SC1748
 SC1748                          SUPERSEDED SURVEY CONTROL
 SC1748
 SC1748  NAD 83(1991)-  46 08 54.03144(N)    123 17 52.11628(W) AD(       ) 4
 SC1748  NAD 83(1986)-  46 08 54.04888(N)    123 17 52.11035(W) AD(       ) 4
 SC1748  NAD 27      -  46 08 54.64841(N)    123 17 47.66942(W) AD(       ) 3
 SC1748
 SC1748.Superseded values are not recommended for survey control.
 SC1748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1748.See file dsdata.txt to determine how the superseded data were derived.
 SC1748
 SC1748_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS7700210573(NAD 83)
 SC1748
 SC1748  HISTORY     - Date     Condition        Report By
 SC1748  HISTORY     - 1936     MONUMENTED       CGS
 SC1748
 SC1748                          STATION DESCRIPTION
 SC1748
 SC1748'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (RWK)
 SC1748'THE TRIANGULATION STATION IS THE VERTICAL PROJECTING CENTER PILING
 SC1748'OF THE DOLPHIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1747 ***********************************************************************
 SC1747  DESIGNATION -  DIKE 66.4 DOLPHIN NORTH END
 SC1747  PID         -  SC1747
 SC1747  STATE/COUNTY-  OR/COLUMBIA
 SC1747  USGS QUAD   -  NASSA POINT (1985)
 SC1747
 SC1747                         *CURRENT SURVEY CONTROL
 SC1747  ___________________________________________________________________
 SC1747* NAD 83(1991)-  46 09 03.49760(N)    123 18 20.48438(W)     ADJUSTED  
 SC1747* NAVD 88     -              **(meters)            **(feet)            
 SC1747  ___________________________________________________________________
 SC1747  LAPLACE CORR-           6.72  (seconds)                    DEFLEC99
 SC1747  GEOID HEIGHT-         -21.08  (meters)                     GEOID03
 SC1747  HORZ ORDER  -  THIRD
 SC1747
 SC1747.The horizontal coordinates were established by classical geodetic methods
 SC1747.and adjusted by the National Geodetic Survey in December 1991.
 SC1747
 SC1747
 SC1747.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1747
 SC1747.The geoid height was determined by GEOID03.
 SC1747
 SC1747;                    North         East     Units Scale Factor Converg.
 SC1747;SPC OR N     -   279,839.313 2,283,288.330   MT  1.00004191   -1 59 23.1
 SC1747;SPC OR N     -   918,107.98  7,491,103.44   iFT  1.00004191   -1 59 23.1
 SC1747;SPC WA S     -    94,734.458   283,311.875   MT  0.99994313   -2 02 16.9
 SC1747;SPC WA S     -   310,807.97    929,499.04   sFT  0.99994313   -2 02 16.9
 SC1747;UTM  10      - 5,110,867.103   476,394.172   MT  0.99960685   -0 13 13.6
 SC1747
 SC1747                          SUPERSEDED SURVEY CONTROL
 SC1747
 SC1747  NAD 83(1991)-  46 09 03.49760(N)    123 18 20.48438(W) AD(       ) 4
 SC1747  NAD 83(1986)-  46 09 03.51490(N)    123 18 20.47801(W) AD(       ) 4
 SC1747  NAD 27      -  46 09 04.11440(N)    123 18 16.03539(W) AD(       ) 3
 SC1747
 SC1747.Superseded values are not recommended for survey control.
 SC1747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1747.See file dsdata.txt to determine how the superseded data were derived.
 SC1747
 SC1747_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS7639410867(NAD 83)
 SC1747
 SC1747  HISTORY     - Date     Condition        Report By
 SC1747  HISTORY     - 1936     MONUMENTED       CGS
 SC1747
 SC1747                          STATION DESCRIPTION
 SC1747
 SC1747'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (RWK)
 SC1747'THE TRIANGULATION STATION IS THE VERTICAL PROJECTING CENTER PILING
 SC1747'OF THE DOLPHIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1739 ***********************************************************************
 SC1739  DESIGNATION -  DIKE 67.1 DOLPHIN NORTH END
 SC1739  PID         -  SC1739
 SC1739  STATE/COUNTY-  OR/COLUMBIA
 SC1739  USGS QUAD   -  NASSA POINT (1985)
 SC1739
 SC1739                         *CURRENT SURVEY CONTROL
 SC1739  ___________________________________________________________________
 SC1739* NAD 83(1991)-  46 08 26.34182(N)    123 19 20.51208(W)     ADJUSTED  
 SC1739* NAVD 88     -              **(meters)            **(feet)            
 SC1739  ___________________________________________________________________
 SC1739  LAPLACE CORR-           6.18  (seconds)                    DEFLEC99
 SC1739  GEOID HEIGHT-         -21.14  (meters)                     GEOID03
 SC1739  HORZ ORDER  -  THIRD
 SC1739
 SC1739.The horizontal coordinates were established by classical geodetic methods
 SC1739.and adjusted by the National Geodetic Survey in October 1991.
 SC1739
 SC1739
 SC1739.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1739
 SC1739.The geoid height was determined by GEOID03.
 SC1739
 SC1739;                    North         East     Units Scale Factor Converg.
 SC1739;SPC OR N     -   278,737.599 2,281,960.853   MT  1.00003882   -2 00 05.7
 SC1739;SPC OR N     -   914,493.44  7,486,748.21   iFT  1.00003882   -2 00 05.7
 SC1739;SPC WA S     -    93,633.973   281,983.595   MT  0.99994450   -2 03 00.6
 SC1739;SPC WA S     -   307,197.46    925,141.18   sFT  0.99994450   -2 03 00.6
 SC1739;UTM  10      - 5,109,725.425   475,101.901   MT  0.99960762   -0 13 56.8
 SC1739
 SC1739                          SUPERSEDED SURVEY CONTROL
 SC1739
 SC1739  NAD 83(1986)-  46 08 26.35911(N)    123 19 20.50507(W) AD(       ) 4
 SC1739  NAD 27      -  46 08 26.95953(N)    123 19 16.05967(W) AD(       ) 3
 SC1739
 SC1739.Superseded values are not recommended for survey control.
 SC1739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1739.See file dsdata.txt to determine how the superseded data were derived.
 SC1739
 SC1739_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS7510209725(NAD 83)
 SC1739
 SC1739  HISTORY     - Date     Condition        Report By
 SC1739  HISTORY     - 1936     MONUMENTED       CGS
 SC1739  HISTORY     - 1949     SEE DESCRIPTION  CGS
 SC1739
 SC1739                          STATION DESCRIPTION
 SC1739
 SC1739'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (RWK)
 SC1739'THIS TRIANGULATION STATION IS ONE OF THE VERTICAL PROJECTING CENTERS
 SC1739'PILINGS OF THE DIKE DOLPHINS BETWEEN BRADWOOD AND LONGVIEW.
 SC1739
 SC1739                          STATION RECOVERY (1949)
 SC1739
 SC1739'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (HJH)
 SC1739'ONLY A FEW STUB PILES REMAIN TO MARK THE STATION.
 SC1739'
 SC1739'IT IS RECOMMENDED THAT THE STATION BE CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1733 ***********************************************************************
 SC1733  DESIGNATION -  DIKE 67.9 DOLPHIN NORTH END
 SC1733  PID         -  SC1733
 SC1733  STATE/COUNTY-  OR/COLUMBIA
 SC1733  USGS QUAD   -  NASSA POINT (1985)
 SC1733
 SC1733                         *CURRENT SURVEY CONTROL
 SC1733  ___________________________________________________________________
 SC1733* NAD 83(1991)-  46 08 26.69958(N)    123 20 20.05573(W)     ADJUSTED  
 SC1733* NAVD 88     -              **(meters)            **(feet)            
 SC1733  ___________________________________________________________________
 SC1733  LAPLACE CORR-           6.21  (seconds)                    DEFLEC99
 SC1733  GEOID HEIGHT-         -21.18  (meters)                     GEOID03
 SC1733  HORZ ORDER  -  THIRD
 SC1733
 SC1733.The horizontal coordinates were established by classical geodetic methods
 SC1733.and adjusted by the National Geodetic Survey in October 1991.
 SC1733
 SC1733
 SC1733.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1733
 SC1733.The geoid height was determined by GEOID03.
 SC1733
 SC1733;                    North         East     Units Scale Factor Converg.
 SC1733;SPC OR N     -   278,793.407 2,280,683.990   MT  1.00003885   -2 00 47.9
 SC1733;SPC OR N     -   914,676.53  7,482,559.02   iFT  1.00003885   -2 00 47.9
 SC1733;SPC WA S     -    93,690.861   280,706.901   MT  0.99994449   -2 03 43.8
 SC1733;SPC WA S     -   307,384.10    920,952.56   sFT  0.99994449   -2 03 43.8
 SC1733;UTM  10      - 5,109,741.782   473,824.475   MT  0.99960842   -0 14 39.7
 SC1733
 SC1733                          SUPERSEDED SURVEY CONTROL
 SC1733
 SC1733  NAD 83(1986)-  46 08 26.71696(N)    123 20 20.04845(W) AD(       ) 4
 SC1733  NAD 27      -  46 08 27.31799(N)    123 20 15.59997(W) AD(       ) 3
 SC1733
 SC1733.Superseded values are not recommended for survey control.
 SC1733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1733.See file dsdata.txt to determine how the superseded data were derived.
 SC1733
 SC1733_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS7382409742(NAD 83)
 SC1733
 SC1733  HISTORY     - Date     Condition        Report By
 SC1733  HISTORY     - 1936     MONUMENTED       CGS
 SC1733  HISTORY     - 1949     SEE DESCRIPTION  CGS
 SC1733
 SC1733                          STATION DESCRIPTION
 SC1733
 SC1733'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (RWK)
 SC1733'THE TRIANGULATION STATION IS THE VERTICAL PROJECTING CENTER PILING
 SC1733'OF THE DOLPHIN.
 SC1733
 SC1733                          STATION RECOVERY (1949)
 SC1733
 SC1733'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (HJH)
 SC1733'STATION WAS RECOVERED IN FAIR CONDITION.
 SC1733'
 SC1733'STATION IS THE TOP AND CENTER OF A DOLPHIN LOCATED S OF THE
 SC1733'MAIN CHANNEL IN THE COLUMBIA RIVER, ABOUT 1,380 METERS SW OF THE
 SC1733'E END OF PUGET ISLAND.  IT LIES IMMEDIATELY DOWNSTREAM FROM AND
 SC1733'NEARLY OPPOSITE THE N END OF DIKE 67.9.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1797 ***********************************************************************
 SC1797  DESIGNATION -  DIKE 70.8 DOLPHIN EAST END
 SC1797  PID         -  SC1797
 SC1797  STATE/COUNTY-  OR/CLATSOP
 SC1797  USGS QUAD   -  CATHLAMET (1985)
 SC1797
 SC1797                         *CURRENT SURVEY CONTROL
 SC1797  ___________________________________________________________________
 SC1797* NAD 83(1991)-  46 09 22.08435(N)    123 23 18.36262(W)     ADJUSTED  
 SC1797* NAVD 88     -              **(meters)            **(feet)            
 SC1797  ___________________________________________________________________
 SC1797  LAPLACE CORR-           6.83  (seconds)                    DEFLEC99
 SC1797  GEOID HEIGHT-         -21.29  (meters)                     GEOID03
 SC1797  HORZ ORDER  -  THIRD
 SC1797
 SC1797.The horizontal coordinates were established by classical geodetic methods
 SC1797.and adjusted by the National Geodetic Survey in October 1991.
 SC1797
 SC1797
 SC1797.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1797
 SC1797.The geoid height was determined by GEOID03.
 SC1797
 SC1797;                    North         East     Units Scale Factor Converg.
 SC1797;SPC OR N     -   280,638.081 2,276,920.380   MT  1.00004346   -2 02 54.4
 SC1797;SPC OR N     -   920,728.61  7,470,211.22   iFT  1.00004346   -2 02 54.4
 SC1797;SPC WA S     -    95,538.591   276,945.247   MT  0.99994246   -2 05 53.3
 SC1797;SPC WA S     -   313,446.19    908,611.20   sFT  0.99994246   -2 05 53.3
 SC1797;UTM  10      - 5,111,468.674   470,007.373   MT  0.99961106   -0 16 48.5
 SC1797
 SC1797                          SUPERSEDED SURVEY CONTROL
 SC1797
 SC1797  NAD 83(1986)-  46 09 22.10061(N)    123 23 18.35554(W) AD(       ) 4
 SC1797  NAD 27      -  46 09 22.70150(N)    123 23 13.89871(W) AD(       ) 3
 SC1797
 SC1797.Superseded values are not recommended for survey control.
 SC1797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1797.See file dsdata.txt to determine how the superseded data were derived.
 SC1797
 SC1797_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS7000711469(NAD 83)
 SC1797
 SC1797  HISTORY     - Date     Condition        Report By
 SC1797  HISTORY     - 1936     MONUMENTED       CGS
 SC1797  HISTORY     - 1949     SEE DESCRIPTION  CGS
 SC1797
 SC1797                          STATION DESCRIPTION
 SC1797
 SC1797'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (RWK)
 SC1797'THE TRIANGULATION STATION IS THE VERTICAL PROJECTING CENTER
 SC1797'PILING OF THE DOLPHIN.
 SC1797
 SC1797                          STATION RECOVERY (1949)
 SC1797
 SC1797'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (HJH)
 SC1797'STATION WAS RECOVERED IN FAIR CONDITION.  IT IS AT THE TOP AND
 SC1797'CENTER OF A DOLPHIN LOCATED W OF THE MAIN CHANNEL OF THE
 SC1797'COLUMBIA RIVER, ABOUT 0.9 MILE SE OF THE WAUNA LUMBER CO. MILL,
 SC1797'AND ABOUT 1,350 METERS N OF THE MOUTH OF WESTPORT SLOUGH.  IT
 SC1797'LIES IMMEDIATELY DOWNSTREAM FROM AND IS OPPOSITE THE E END OF
 SC1797'DIKE 70.8.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1800 ***********************************************************************
 SC1800  DESIGNATION -  DIKE 71.2 DOLPHIN EAST END
 SC1800  PID         -  SC1800
 SC1800  STATE/COUNTY-  OR/CLATSOP
 SC1800  USGS QUAD   -  CATHLAMET (1985)
 SC1800
 SC1800                         *CURRENT SURVEY CONTROL
 SC1800  ___________________________________________________________________
 SC1800* NAD 83(1991)-  46 09 35.91756(N)    123 23 42.33086(W)     ADJUSTED  
 SC1800* NAVD 88     -              **(meters)            **(feet)            
 SC1800  ___________________________________________________________________
 SC1800  LAPLACE CORR-           7.26  (seconds)                    DEFLEC99
 SC1800  GEOID HEIGHT-         -21.31  (meters)                     GEOID03
 SC1800  HORZ ORDER  -  THIRD
 SC1800
 SC1800.The horizontal coordinates were established by classical geodetic methods
 SC1800.and adjusted by the National Geodetic Survey in October 1991.
 SC1800
 SC1800
 SC1800.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1800
 SC1800.The geoid height was determined by GEOID03.
 SC1800
 SC1800;                    North         East     Units Scale Factor Converg.
 SC1800;SPC OR N     -   281,083.348 2,276,421.704   MT  1.00004463   -2 03 11.4
 SC1800;SPC OR N     -   922,189.46  7,468,575.14   iFT  1.00004463   -2 03 11.4
 SC1800;SPC WA S     -    95,984.245   276,447.008   MT  0.99994196   -2 06 10.7
 SC1800;SPC WA S     -   314,908.31    906,976.56   sFT  0.99994196   -2 06 10.7
 SC1800;UTM  10      - 5,111,898.155   469,495.416   MT  0.99961144   -0 17 05.9
 SC1800
 SC1800                          SUPERSEDED SURVEY CONTROL
 SC1800
 SC1800  NAD 83(1986)-  46 09 35.93363(N)    123 23 42.32379(W) AD(       ) 4
 SC1800  NAD 27      -  46 09 36.53463(N)    123 23 37.86572(W) AD(       ) 3
 SC1800
 SC1800.Superseded values are not recommended for survey control.
 SC1800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1800.See file dsdata.txt to determine how the superseded data were derived.
 SC1800
 SC1800_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS6949511898(NAD 83)
 SC1800
 SC1800  HISTORY     - Date     Condition        Report By
 SC1800  HISTORY     - 1936     MONUMENTED       CGS
 SC1800  HISTORY     - 1949     SEE DESCRIPTION  CGS
 SC1800
 SC1800                          STATION DESCRIPTION
 SC1800
 SC1800'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (RWK)
 SC1800'STATION IS ONE OF THE VERTICAL PROJECTING CENTERS PILINGS OF THE
 SC1800'DIKE DOLPHINS BETWEEN BRADWOOD AND LONGVIEW.
 SC1800
 SC1800                          STATION RECOVERY (1949)
 SC1800
 SC1800'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (HJH)
 SC1800'ONLY THE STUBS OF THE OLD DOLPHIN NOW REMAIN.
 SC1800'
 SC1800'IT IS RECOMMENDED THAT THE STATION BE CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1773 ***********************************************************************
 SC1773  DESIGNATION -  DIKE 75.0 DOLPHIN WEST END
 SC1773  PID         -  SC1773
 SC1773  STATE/COUNTY-  OR/CLATSOP
 SC1773  USGS QUAD   -  CATHLAMET (1985)
 SC1773
 SC1773                         *CURRENT SURVEY CONTROL
 SC1773  ___________________________________________________________________
 SC1773* NAD 83(1991)-  46 12 18.48455(N)    123 25 28.16555(W)     ADJUSTED  
 SC1773* NAVD 88     -              **(meters)            **(feet)            
 SC1773  ___________________________________________________________________
 SC1773  LAPLACE CORR-          10.76  (seconds)                    DEFLEC99
 SC1773  GEOID HEIGHT-         -21.43  (meters)                     GEOID03
 SC1773  HORZ ORDER  -  THIRD
 SC1773
 SC1773.The horizontal coordinates were established by classical geodetic methods
 SC1773.and adjusted by the National Geodetic Survey in December 1991.
 SC1773
 SC1773
 SC1773.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1773
 SC1773.The geoid height was determined by GEOID03.
 SC1773
 SC1773;                    North         East     Units Scale Factor Converg.
 SC1773;SPC OR N     -   286,181.564 2,274,334.007   MT  1.00005866   -2 04 26.4
 SC1773;SPC OR N     -   938,915.89  7,461,725.74   iFT  1.00005866   -2 04 26.4
 SC1773;SPC WA S     -   101,083.711   274,364.002   MT  0.99993646   -2 07 27.6
 SC1773;SPC WA S     -   331,638.81    900,142.56   sFT  0.99993646   -2 07 27.6
 SC1773;UTM  10      - 5,116,927.328   467,252.415   MT  0.99961318   -0 18 23.1
 SC1773
 SC1773                          SUPERSEDED SURVEY CONTROL
 SC1773
 SC1773  NAD 83(1991)-  46 12 18.48455(N)    123 25 28.16555(W) AD(       ) 4
 SC1773  NAD 83(1986)-  46 12 18.49971(N)    123 25 28.15842(W) AD(       ) 4
 SC1773  NAD 27      -  46 12 19.08031(N)    123 25 23.71030(W) AD(       ) 3
 SC1773
 SC1773.Superseded values are not recommended for survey control.
 SC1773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1773.See file dsdata.txt to determine how the superseded data were derived.
 SC1773
 SC1773_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS6725216927(NAD 83)
 SC1773_MARKER: 12 = DOLPHIN
 SC1773
 SC1773  HISTORY     - Date     Condition        Report By
 SC1773  HISTORY     - 1936     FIRST OBSERVED   CGS
 SC1773  HISTORY     - 1949     GOOD             CGS
 SC1773  HISTORY     - 1950     POOR             CGS
 SC1773
 SC1773                          STATION DESCRIPTION
 SC1773
 SC1773'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (RWK)
 SC1773'THE TRIANGULATION STATION IS THE VERTICAL PROJECTING CENTER
 SC1773'PILING OF THE DOLPHIN.
 SC1773
 SC1773                          STATION RECOVERY (1949)
 SC1773
 SC1773'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RJH)
 SC1773'STATION IS A DOLPHIN LOCATED ABOUT 70 METERS W OF THE EXTREME NW
 SC1773'POINT OF PUGET ISLAND.  IT LIES IMMEDIATELY DOWNSTREAM AND NEARLY
 SC1773'OPPOSITE THE W END OF DIKE 75.0.
 SC1773
 SC1773                          STATION RECOVERY (1950)
 SC1773
 SC1773'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (WHB)
 SC1773'STATION IS NEAR THE N END OF PUGET ISLAND, ON THE RIGHT BANK OF THE
 SC1773'MAIN CHANNEL OF COLUMBIA RIVER.  IT IS 2.1 METERS INSHORE AND 1.3
 SC1773'METERS DOWNSTREAM FROM THE CENTER OF THE OFFSHORE END OF THE DIKE.
 SC1773'THE STATION IS IN POOR CONDITION AND WILL NOT LAST MUCH LONGER,
 SC1773'HOWEVER, THE DIKE IS IN GOOD CONDITION AND ITS END CAN SERVE AS A
 SC1773'RECOVERABLE HYDROGRAPHIC OR TOPOGRAPHIC STATION WHEN THE DOLPHIN
 SC1773'IS REPLACED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3157 ***********************************************************************
 RD3157  DESIGNATION -  DIKE A DOLPHIN AT NORTH END
 RD3157  PID         -  RD3157
 RD3157  STATE/COUNTY-  OR/MULTNOMAH
 RD3157  USGS QUAD   -  PORTLAND (1990)
 RD3157
 RD3157                         *CURRENT SURVEY CONTROL
 RD3157  ___________________________________________________________________
 RD3157* NAD 83(1991)-  45 36 32.42500(N)    122 39 36.15116(W)     ADJUSTED  
 RD3157* NAVD 88     -              **(meters)            **(feet)            
 RD3157  ___________________________________________________________________
 RD3157  LAPLACE CORR-           1.96  (seconds)                    DEFLEC99
 RD3157  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 RD3157  HORZ ORDER  -  THIRD
 RD3157
 RD3157.The horizontal coordinates were established by classical geodetic methods
 RD3157.and adjusted by the National Geodetic Survey in October 1991.
 RD3157
 RD3157
 RD3157.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3157
 RD3157.The geoid height was determined by GEOID03.
 RD3157
 RD3157;                    North         East     Units Scale Factor Converg.
 RD3157;SPC OR N     -   218,090.844 2,331,534.243   MT  0.99992408   -1 31 54.7
 RD3157;SPC OR N     -   715,521.14  7,649,390.56   iFT  0.99992408   -1 31 54.7
 RD3157;SPC WA S     -    32,948.940   331,512.602   MT  1.00005838   -1 34 08.6
 RD3157;SPC WA S     -   108,099.98  1,087,637.60   sFT  1.00005838   -1 34 08.6
 RD3157;UTM  10      - 5,050,663.172   526,508.529   MT  0.99960864   +0 14 34.5
 RD3157
 RD3157                          SUPERSEDED SURVEY CONTROL
 RD3157
 RD3157  NAD 83(1986)-  45 36 32.44318(N)    122 39 36.15399(W) AD(       ) 4
 RD3157  NAD 27      -  45 36 33.02100(N)    122 39 31.80600(W) AD(       ) 3
 RD3157
 RD3157.Superseded values are not recommended for survey control.
 RD3157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3157.See file dsdata.txt to determine how the superseded data were derived.
 RD3157
 RD3157_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER2650950663(NAD 83)
 RD3157_MARKER: 12 = DOLPHIN
 RD3157_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD3157+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2004
 RD3157
 RD3157  HISTORY     - Date     Condition        Report By
 RD3157  HISTORY     - 1938     FIRST OBSERVED   CGS
 RD3157  HISTORY     - 1951     GOOD             CGS
 RD3157  HISTORY     - 1960     GOOD             CGS
 RD3157  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RD3157  HISTORY     - 19950730 GOOD             USPSQD
 RD3157  HISTORY     - 20040504 GOOD             USPSQD
 RD3157
 RD3157                          STATION DESCRIPTION
 RD3157
 RD3157'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (WMS)
 RD3157'CENTER OF DOLPHIN AT N END OF DIKE A.
 RD3157
 RD3157                          STATION RECOVERY (1951)
 RD3157
 RD3157'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HGC)
 RD3157'STATION IS THE CENTER OF THE DOLPHIN AT THE N END OF DIKE 1-0
 RD3157'EXTENDING N FROM TOMAHAWK ISLAND.  IT IS APPROXIMATELY 0.9 MILE SE OF
 RD3157'THE SE END OF INTERSTATE BRIDGE CROSSING COLUMBIA RIVER.
 RD3157'
 RD3157'STATION WAS RECOVERED IN GOOD CONDITION.
 RD3157
 RD3157                          STATION RECOVERY (1960)
 RD3157
 RD3157'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ANS)
 RD3157'THIS INTERSECTION STATION WAS NOT VISITED BY BOAT, BUT FROM OFF
 RD3157'SHORE IT APPEARS TO BE IN GOOD CONDITION.
 RD3157
 RD3157                          STATION RECOVERY (1987)
 RD3157
 RD3157'RECOVERY NOTE BY US POWER SQUADRON 1987 (GN)
 RD3157'MARK NOT FOUND.
 RD3157
 RD3157                          STATION RECOVERY (1995)
 RD3157
 RD3157'RECOVERY NOTE BY US POWER SQUADRON 1995
 RD3157'RECOVERED IN GOOD CONDITION.
 RD3157
 RD3157                          STATION RECOVERY (2004)
 RD3157
 RD3157'RECOVERY NOTE BY US POWER SQUADRON 2004 (CDN)
 RD3157'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3175 ***********************************************************************
 RD3175  DESIGNATION -  DIKE B DOLPHIN AT SOUTH END
 RD3175  PID         -  RD3175
 RD3175  STATE/COUNTY-  OR/MULTNOMAH
 RD3175  USGS QUAD   -  PORTLAND (1990)
 RD3175
 RD3175                         *CURRENT SURVEY CONTROL
 RD3175  ___________________________________________________________________
 RD3175* NAD 83(1991)-  45 36 11.97511(N)    122 38 53.32249(W)     ADJUSTED  
 RD3175* NAVD 88     -              **(meters)            **(feet)            
 RD3175  ___________________________________________________________________
 RD3175  LAPLACE CORR-           2.26  (seconds)                    DEFLEC99
 RD3175  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 RD3175  HORZ ORDER  -  THIRD
 RD3175
 RD3175.The horizontal coordinates were established by classical geodetic methods
 RD3175.and adjusted by the National Geodetic Survey in October 1991.
 RD3175
 RD3175
 RD3175.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3175
 RD3175.The geoid height was determined by GEOID03.
 RD3175
 RD3175;                    North         East     Units Scale Factor Converg.
 RD3175;SPC OR N     -   217,435.022 2,332,445.098   MT  0.99992333   -1 31 24.4
 RD3175;SPC OR N     -   713,369.49  7,652,378.93   iFT  0.99992333   -1 31 24.4
 RD3175;SPC WA S     -    32,292.440   332,423.156   MT  1.00006006   -1 33 37.5
 RD3175;SPC WA S     -   105,946.11  1,090,624.97   sFT  1.00006006   -1 33 37.5
 RD3175;UTM  10      - 5,050,036.073   527,438.966   MT  0.99960926   +0 15 05.1
 RD3175
 RD3175                          SUPERSEDED SURVEY CONTROL
 RD3175
 RD3175  NAD 83(1986)-  45 36 11.99317(N)    122 38 53.32548(W) AD(       ) 4
 RD3175  NAD 27      -  45 36 12.57000(N)    122 38 48.97700(W) AD(       ) 3
 RD3175
 RD3175.Superseded values are not recommended for survey control.
 RD3175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3175.See file dsdata.txt to determine how the superseded data were derived.
 RD3175
 RD3175_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER2743950036(NAD 83)
 RD3175
 RD3175  HISTORY     - Date     Condition        Report By
 RD3175  HISTORY     - 1938     MONUMENTED       CGS
 RD3175  HISTORY     - 1960     SEE DESCRIPTION  CGS
 RD3175
 RD3175                          STATION DESCRIPTION
 RD3175
 RD3175'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (WMS)
 RD3175'CENTER OF DOLPHIN AT S END OF DIKE B.  AN INTERSECTION STATION.
 RD3175
 RD3175                          STATION RECOVERY (1960)
 RD3175
 RD3175'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FN)
 RD3175'THIS DOLPHIN HAS BEEN REBUILT.  STATION SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3385 ***********************************************************************
 RD3385  DESIGNATION -  DIKE V 1.5 DOLPHIN AT N END
 RD3385  PID         -  RD3385
 RD3385  STATE/COUNTY-  OR/MULTNOMAH
 RD3385  USGS QUAD   -  VANCOUVER (1990)
 RD3385
 RD3385                         *CURRENT SURVEY CONTROL
 RD3385  ___________________________________________________________________
 RD3385* NAD 83(1991)-  45 37 41.56431(N)    122 42 08.01168(W)     NO CHECK  
 RD3385* NAVD 88     -              **(meters)            **(feet)            
 RD3385  ___________________________________________________________________
 RD3385  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 RD3385  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 RD3385  HORZ ORDER  -  THIRD
 RD3385
 RD3385.The horizontal coordinates were established by classical geodetic methods
 RD3385.and adjusted by the National Geodetic Survey in October 1991.
 RD3385.No horizontal observational check was made to the station.
 RD3385
 RD3385
 RD3385.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3385
 RD3385.The geoid height was determined by GEOID03.
 RD3385
 RD3385;                    North         East     Units Scale Factor Converg.
 RD3385;SPC OR N     -   220,313.271 2,328,303.254   MT  0.99992672   -1 33 42.4
 RD3385;SPC OR N     -   722,812.57  7,638,790.20   iFT  0.99992672   -1 33 42.4
 RD3385;SPC WA S     -    35,173.773   328,282.650   MT  1.00005280   -1 35 58.9
 RD3385;SPC WA S     -   115,399.29  1,077,040.66   sFT  1.00005280   -1 35 58.9
 RD3385;UTM  10      - 5,052,783.795   523,211.310   MT  0.99960662   +0 12 46.3
 RD3385
 RD3385                          SUPERSEDED SURVEY CONTROL
 RD3385
 RD3385  NAD 83(1986)-  45 37 41.58286(N)    122 42 08.01384(W) AD(       ) 4
 RD3385  NAD 27      -  45 37 42.16118(N)    122 42 03.66072(W) AD(       ) 3
 RD3385
 RD3385.Superseded values are not recommended for survey control.
 RD3385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3385.See file dsdata.txt to determine how the superseded data were derived.
 RD3385
 RD3385_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER2321152784(NAD 83)
 RD3385
 RD3385  HISTORY     - Date     Condition        Report By
 RD3385  HISTORY     - 1938     MONUMENTED       CGS
 RD3385  HISTORY     - 1960     SEE DESCRIPTION  CGS
 RD3385
 RD3385                          STATION DESCRIPTION
 RD3385
 RD3385'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (WMS)
 RD3385'CENTER OF DOLPHIN AT N END OF DIKE V 1.5.  AN INTERSECTION STATION.
 RD3385
 RD3385                          STATION RECOVERY (1960)
 RD3385
 RD3385'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ANS)
 RD3385'THIS INTERSECTION STATION SHOULD BE CONSIDERED LOST.  THE DOLPHIN
 RD3385'HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3369 ***********************************************************************
 RD3369  DESIGNATION -  DIKE V 2.3 DOLPHIN AT N END
 RD3369  PID         -  RD3369
 RD3369  STATE/COUNTY-  OR/MULTNOMAH
 RD3369  USGS QUAD   -  VANCOUVER (1990)
 RD3369
 RD3369                         *CURRENT SURVEY CONTROL
 RD3369  ___________________________________________________________________
 RD3369* NAD 83(1991)-  45 38 03.51576(N)    122 43 00.09493(W)     ADJUSTED  
 RD3369* NAVD 88     -              **(meters)            **(feet)            
 RD3369  ___________________________________________________________________
 RD3369  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 RD3369  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 RD3369  HORZ ORDER  -  THIRD
 RD3369
 RD3369.The horizontal coordinates were established by classical geodetic methods
 RD3369.and adjusted by the National Geodetic Survey in October 1991.
 RD3369
 RD3369
 RD3369.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3369
 RD3369.The geoid height was determined by GEOID03.
 RD3369
 RD3369;                    North         East     Units Scale Factor Converg.
 RD3369;SPC OR N     -   221,021.529 2,327,194.161   MT  0.99992758   -1 34 19.4
 RD3369;SPC OR N     -   725,136.25  7,635,151.45   iFT  0.99992758   -1 34 19.4
 RD3369;SPC WA S     -    35,882.855   327,173.889   MT  1.00005105   -1 36 36.7
 RD3369;SPC WA S     -   117,725.67  1,073,403.00   sFT  1.00005105   -1 36 36.7
 RD3369;UTM  10      - 5,053,457.151   522,081.179   MT  0.99960599   +0 12 09.1
 RD3369
 RD3369                          SUPERSEDED SURVEY CONTROL
 RD3369
 RD3369  NAD 83(1986)-  45 38 03.53442(N)    122 43 00.09681(W) AD(       ) 4
 RD3369  NAD 27      -  45 38 04.11200(N)    122 42 55.74200(W) AD(       ) 3
 RD3369
 RD3369.Superseded values are not recommended for survey control.
 RD3369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3369.See file dsdata.txt to determine how the superseded data were derived.
 RD3369
 RD3369_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER2208153457(NAD 83)
 RD3369
 RD3369  HISTORY     - Date     Condition        Report By
 RD3369  HISTORY     - 1938     MONUMENTED       CGS
 RD3369  HISTORY     - 1960     SEE DESCRIPTION  CGS
 RD3369
 RD3369                          STATION DESCRIPTION
 RD3369
 RD3369'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (WMS)
 RD3369'CENTER OF DOLPHIN AT N END OF DIKE V 2.3.  AN INTERSECTION STATION.
 RD3369
 RD3369                          STATION RECOVERY (1960)
 RD3369
 RD3369'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ANS)
 RD3369'THIS INTERSECTION STATION SHOULD BE CONSIDERED LOST.  THE DOLPHIN
 RD3369'HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3362 ***********************************************************************
 RD3362  DESIGNATION -  DIKE V 2.5 DOLPHIN AT N END
 RD3362  PID         -  RD3362
 RD3362  STATE/COUNTY-  OR/MULTNOMAH
 RD3362  USGS QUAD   -  VANCOUVER (1990)
 RD3362
 RD3362                         *CURRENT SURVEY CONTROL
 RD3362  ___________________________________________________________________
 RD3362* NAD 83(1991)-  45 38 11.32570(N)    122 43 17.82145(W)     ADJUSTED  
 RD3362* NAVD 88     -              **(meters)            **(feet)            
 RD3362  ___________________________________________________________________
 RD3362  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 RD3362  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 RD3362  HORZ ORDER  -  THIRD
 RD3362
 RD3362.The horizontal coordinates were established by classical geodetic methods
 RD3362.and adjusted by the National Geodetic Survey in October 1991.
 RD3362
 RD3362
 RD3362.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3362
 RD3362.The geoid height was determined by GEOID03.
 RD3362
 RD3362;                    North         East     Units Scale Factor Converg.
 RD3362;SPC OR N     -   221,273.083 2,326,817.026   MT  0.99992789   -1 34 31.9
 RD3362;SPC OR N     -   725,961.56  7,633,914.13   iFT  0.99992789   -1 34 31.9
 RD3362;SPC WA S     -    36,134.692   326,796.875   MT  1.00005043   -1 36 49.6
 RD3362;SPC WA S     -   118,551.90  1,072,166.08   sFT  1.00005043   -1 36 49.6
 RD3362;UTM  10      - 5,053,696.829   521,696.559   MT  0.99960579   +0 11 56.5
 RD3362
 RD3362                          SUPERSEDED SURVEY CONTROL
 RD3362
 RD3362  NAD 83(1986)-  45 38 11.34439(N)    122 43 17.82321(W) AD(       ) 4
 RD3362  NAD 27      -  45 38 11.92300(N)    122 43 13.46700(W) AD(       ) 3
 RD3362
 RD3362.Superseded values are not recommended for survey control.
 RD3362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3362.See file dsdata.txt to determine how the superseded data were derived.
 RD3362
 RD3362_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER2169753697(NAD 83)
 RD3362
 RD3362  HISTORY     - Date     Condition        Report By
 RD3362  HISTORY     - 1938     MONUMENTED       CGS
 RD3362  HISTORY     - 1960     SEE DESCRIPTION  CGS
 RD3362
 RD3362                          STATION DESCRIPTION
 RD3362
 RD3362'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (WMS)
 RD3362'CENTER OF DOLPHIN AT N END OF DIKE V 2.5.  AN INTERSECTION STATION.
 RD3362
 RD3362                          STATION RECOVERY (1960)
 RD3362
 RD3362'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ANS)
 RD3362'THIS INTERSECTION STATION SHOULD BE CONSIDERED LOST.  THE DOLPHIN
 RD3362'HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3368 ***********************************************************************
 RD3368  DESIGNATION -  DIKE V 2.6 DOLPHIN AT S END
 RD3368  PID         -  RD3368
 RD3368  STATE/COUNTY-  OR/MULTNOMAH
 RD3368  USGS QUAD   -  VANCOUVER (1990)
 RD3368
 RD3368                         *CURRENT SURVEY CONTROL
 RD3368  ___________________________________________________________________
 RD3368* NAD 83(1991)-  45 38 29.73886(N)    122 43 10.64131(W)     ADJUSTED  
 RD3368* NAVD 88     -              **(meters)            **(feet)            
 RD3368  ___________________________________________________________________
 RD3368  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 RD3368  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 RD3368  HORZ ORDER  -  THIRD
 RD3368
 RD3368.The horizontal coordinates were established by classical geodetic methods
 RD3368.and adjusted by the National Geodetic Survey in December 1991.
 RD3368
 RD3368
 RD3368.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3368
 RD3368.The geoid height was determined by GEOID03.
 RD3368
 RD3368;                    North         East     Units Scale Factor Converg.
 RD3368;SPC OR N     -   221,837.032 2,326,988.079   MT  0.99992862   -1 34 26.9
 RD3368;SPC OR N     -   727,811.78  7,634,475.32   iFT  0.99992862   -1 34 26.9
 RD3368;SPC WA S     -    36,698.594   326,968.325   MT  1.00004897   -1 36 44.4
 RD3368;SPC WA S     -   120,401.97  1,072,728.58   sFT  1.00004897   -1 36 44.4
 RD3368;UTM  10      - 5,054,265.620   521,850.016   MT  0.99960587   +0 12 01.7
 RD3368
 RD3368                          SUPERSEDED SURVEY CONTROL
 RD3368
 RD3368  NAD 83(1991)-  45 38 29.73885(N)    122 43 10.64130(W) AD(       ) 4
 RD3368  NAD 83(1986)-  45 38 29.75746(N)    122 43 10.64296(W) AD(       ) 4
 RD3368  NAD 27      -  45 38 30.33600(N)    122 43 06.28700(W) AD(       ) 3
 RD3368
 RD3368.Superseded values are not recommended for survey control.
 RD3368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3368.See file dsdata.txt to determine how the superseded data were derived.
 RD3368
 RD3368_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER2185054266(NAD 83)
 RD3368
 RD3368  HISTORY     - Date     Condition        Report By
 RD3368  HISTORY     - 1938     MONUMENTED       CGS
 RD3368  HISTORY     - 1951     SEE DESCRIPTION  CGS
 RD3368
 RD3368                          STATION DESCRIPTION
 RD3368
 RD3368'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (WMS)
 RD3368'CENTER OF DOLPHIN AT S END OF DIKE V 2.6.  AN INTERSECTION STATION.
 RD3368
 RD3368                          STATION RECOVERY (1951)
 RD3368
 RD3368'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HGC)
 RD3368'STATION LOST.  THIS INTERSECTION STATION, THE CENTER OF THE
 RD3368'DOLPHIN AT THE S END OF DIKE V 2.6, IS NOW GONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2010 ***********************************************************************
 RC2010  DESIGNATION -  DISK UNSTAMPED
 RC2010  PID         -  RC2010
 RC2010  STATE/COUNTY-  OR/HOOD RIVER
 RC2010  USGS QUAD   -  PARKDALE (1994)
 RC2010
 RC2010                         *CURRENT SURVEY CONTROL
 RC2010  ___________________________________________________________________
 RC2010* NAD 83(2007)-  45 34 47.27200(N)    121 33 09.68473(W)     ADJUSTED  
 RC2010* NAVD 88     -       496.87   (+/-2cm)    1630.1    (feet)  VERTCON   
 RC2010  ___________________________________________________________________
 RC2010  EPOCH DATE  -        2007.00
 RC2010  X           -  -2,340,187.075 (meters)                     COMP
 RC2010  Y           -  -3,810,967.108 (meters)                     COMP
 RC2010  Z           -   4,533,020.701 (meters)                     COMP
 RC2010  LAPLACE CORR-           2.72  (seconds)                    DEFLEC99
 RC2010  ELLIP HEIGHT-         475.481 (meters)          (02/10/07) ADJUSTED
 RC2010  GEOID HEIGHT-         -21.33  (meters)                     GEOID03
 RC2010
 RC2010  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 RC2010  Type    PID    Designation                      North   East  Ellip
 RC2010  -------------------------------------------------------------------
 RC2010  NETWORK RC2010 DISK UNSTAMPED                    7.00   5.86  24.30
 RC2010  -------------------------------------------------------------------
 RC2010  VERT ORDER  -  THIRD ? (See Below)
 RC2010
 RC2010.The horizontal coordinates were established by GPS observations
 RC2010.and adjusted by the National Geodetic Survey in February 2007.
 RC2010
 RC2010.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 RC2010.See www.ngs.noaa.gov/NationalReadjustment for more information.
 RC2010.The horizontal coordinates are valid at the epoch date displayed above.
 RC2010.The epoch date for horizontal control is a decimal equivalence
 RC2010.of Year/Month/Day.
 RC2010
 RC2010.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC2010.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC2010.The vertical order pertains to the NGVD 29 superseded value.
 RC2010
 RC2010.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RC2010
 RC2010.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2010
 RC2010.The ellipsoidal height was determined by GPS observations
 RC2010.and is referenced to NAD 83.
 RC2010
 RC2010.The geoid height was determined by GEOID03.
 RC2010
 RC2010;                    North         East     Units Scale Factor Converg.
 RC2010;SPC OR N     -   213,127.704 2,417,848.947   MT  0.99992029   -0 44 47.6
 RC2010;SPC OR N     -   699,237.87  7,932,575.29   iFT  0.99992029   -0 44 47.6
 RC2010;UTM  10      - 5,048,380.545   612,913.623   MT  0.99975675   +1 02 01.7
 RC2010
 RC2010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2010!SPC OR N     -   0.99992546  x   0.99992029  =   0.99984576
 RC2010!UTM  10      -   0.99992546  x   0.99975675  =   0.99968223
 RC2010
 RC2010                          SUPERSEDED SURVEY CONTROL
 RC2010
 RC2010  NAD 83(1998)-  45 34 47.27123(N)    121 33 09.68437(W) AD(       ) 2
 RC2010  ELLIP H (07/18/02)  475.479  (m)                       GP(       ) 4 1
 RC2010  NAD 83(1991)-  45 34 47.26948(N)    121 33 09.68458(W) AD(       ) 2
 RC2010  ELLIP H (10/15/91)  475.594  (m)                       GP(       ) 4 1
 RC2010  NAD 83(1986)-  45 34 47.28396(N)    121 33 09.68950(W) AD(       ) 2
 RC2010  NGVD 29 (09/20/88)  495.82   (m)         1626.7    (f) LEVELING    3  
 RC2010
 RC2010.Superseded values are not recommended for survey control.
 RC2010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2010.See file dsdata.txt to determine how the superseded data were derived.
 RC2010
 RC2010_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR1291448381(NAD 83)
 RC2010_MARKER: DB = BENCH MARK DISK
 RC2010_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RC2010_MAGNETIC: N = NO MAGNETIC MATERIAL
 RC2010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC2010+STABILITY: SURFACE MOTION
 RC2010_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RC2010+SATELLITE: SATELLITE OBSERVATIONS - January 06, 1988
 RC2010
 RC2010  HISTORY     - Date     Condition        Report By
 RC2010  HISTORY     - 1987     MONUMENTED       ORHD
 RC2010  HISTORY     - 19880106 GOOD
 RC2010
 RC2010                          STATION DESCRIPTION
 RC2010
 RC2010'DESCRIBED BY OREGON HIGHWAY DEPARTMENT 1987 (LLR)
 RC2010'THE STATION IS LOCATED ABOUT 14.4 KM (9 MILES) SOUTH OF HOOD RIVER
 RC2010'ON THE EAST SIDE OF HIGHWAY 35.
 RC2010'
 RC2010'TO REACH THE STATION FROM THE COMMUNITY OF MOUNT HOOD, GO NORTH ON
 RC2010'HIGHWAY 35 FOR 6.6 KM (4.1 MILES) TO THE CROSSROADS FORMED BY
 RC2010'HIGHWAY 35, HILLCREST DRIVE AND PINE MOUNTAIN DRIVE.  THE MARK IS
 RC2010'IN THE SOUTHEAST QUADRANT OF THIS INTERSECTION.
 RC2010'
 RC2010'THE STATION IS A STANDARD ORHD DISK, UNSTAMPED, SET INTO A DRILL
 RC2010'HOLE IN THE SOUTH END OF THE EAST HEADWALL OF A CULVERT FOR A CANAL
 RC2010'THAT GOES UNDER THE HIGHWAY.
 RC2010'
 RC2010'DESCRIBED BY L.L. RIGGERS.
 RC2010
 RC2010                          STATION RECOVERY (1988)
 RC2010
 RC2010'RECOVERED 1988
 RC2010'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0776 ***********************************************************************
 NY0776  DESIGNATION -  DISMAL
 NY0776  PID         -  NY0776
 NY0776  STATE/COUNTY-  OR/LAKE
 NY0776  USGS QUAD   -  COLLINS RIM (1979)
 NY0776
 NY0776                         *CURRENT SURVEY CONTROL
 NY0776  ___________________________________________________________________
 NY0776* NAD 83(1991)-  42 02 57.98360(N)    120 02 49.68139(W)     ADJUSTED  
 NY0776* NAVD 88     -      1848.65   (+/-2cm)    6065.1    (feet)  VERTCON   
 NY0776  ___________________________________________________________________
 NY0776  LAPLACE CORR-          -3.25  (seconds)                    DEFLEC99
 NY0776  GEOID HEIGHT-         -20.66  (meters)                     GEOID03
 NY0776  HORZ ORDER  -  THIRD
 NY0776  VERT ORDER  -  THIRD ? (See Below)
 NY0776
 NY0776.The horizontal coordinates were established by classical geodetic methods
 NY0776.and adjusted by the National Geodetic Survey in October 1991.
 NY0776
 NY0776.The NAVD 88 height was computed by applying the VERTCON shift value to
 NY0776.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NY0776.The vertical order pertains to the NGVD 29 superseded value.
 NY0776
 NY0776.The Laplace correction was computed from DEFLEC99 derived deflections.
 NY0776
 NY0776.The geoid height was determined by GEOID03.
 NY0776
 NY0776;                    North         East     Units Scale Factor Converg.
 NY0776;SPC OR S     -    42,622.800 1,537,494.208   MT  1.00008354   +0 18 35.4
 NY0776;SPC OR S     -   139,838.58  5,044,272.34   iFT  1.00008354   +0 18 35.4
 NY0776;SPC CA 1     -   803,417.107 2,161,677.139   MT  1.00011979   +1 16 37.0
 NY0776;SPC CA 1     - 2,635,877.63  7,092,102.41   sFT  1.00011979   +1 16 37.0
 NY0776;SPC NV W     - 4,811,225.832   678,827.682   MT  1.00008061   -0 58 49.9
 NY0776;SPC NV W     -15,784,830.08  2,227,120.49   sFT  1.00008061   -0 58 49.9
 NY0776;UTM  10      - 4,659,485.106   744,371.275   MT  1.00033487   +1 58 43.4
 NY0776;UTM  11      - 4,659,758.970   247,826.651   MT  1.00038255   -2 02 31.0
 NY0776
 NY0776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NY0776!SPC OR S     -   0.99971338  x   1.00008354  =   0.99979689
 NY0776!SPC CA 1     -   0.99971338  x   1.00011979  =   0.99983313
 NY0776!SPC NV W     -   0.99971338  x   1.00008061  =   0.99979397
 NY0776!UTM  10      -   0.99971338  x   1.00033487  =   1.00004815
 NY0776!UTM  11      -   0.99971338  x   1.00038255  =   1.00009582
 NY0776
 NY0776|---------------------------------------------------------------------|
 NY0776| PID    Reference Object                     Distance      Geod. Az  |
 NY0776|                                                           dddmmss.s |
 NY0776| CD6401 DISMAL RM 1                           7.684 METERS 11834     |
 NY0776| CD6400 DISMAL AZ MK                                       2420451.9 |
 NY0776| CD6402 DISMAL RM 2                           3.657 METERS 35036     |
 NY0776|---------------------------------------------------------------------|
 NY0776
 NY0776                          SUPERSEDED SURVEY CONTROL
 NY0776
 NY0776  NAD 83(1986)-  42 02 57.98582(N)    120 02 49.67971(W) AD(       ) 3
 NY0776  NAD 27      -  42 02 58.38800(N)    120 02 45.85900(W) AD(       ) 3
 NY0776  NGVD 29 (07/19/86) 1847.42   (m)         6061.1    (f) LEVELING    3  
 NY0776
 NY0776.Superseded values are not recommended for survey control.
 NY0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0776.See file dsdata.txt to determine how the superseded data were derived.
 NY0776
 NY0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGM4437159485(NAD 83)
 NY0776_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NY0776_SETTING: 66 = SET IN ROCK OUTCROP
 NY0776
 NY0776  HISTORY     - Date     Condition        Report By
 NY0776  HISTORY     - 1948     MONUMENTED       CGS
 NY0776
 NY0776                          STATION DESCRIPTION
 NY0776
 NY0776'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (GLS)
 NY0776'STATION IS LOCATED ABOUT 19 MILES SOUTHEAST OF LAKEVIEW, 17 MILES
 NY0776'NORTH OF FT. BIDWELL, CALIFORNIA, 13 MILES EAST OF NEW PINE CREEK,
 NY0776'2 MILES EAST OF NATIONAL FORREST BOUNDRY, AND 2-1/2 MILES NORTH
 NY0776'OF THE OREGON-CALIFORNIA STATE LINE.  IT IS ON A RIM ROCK ABOUT
 NY0776'20 FEET ABOVE THE SURROUNDING TERRITORY AND ABOUT 150 YARDS EAST
 NY0776'OF A CROSS ROAD.
 NY0776'
 NY0776'THE STATION IS MARKED BY A STANDARD DISK SET FLUSH IN BEDROCK AT
 NY0776'GROUND ELEVATION.  IT IS 12 FEET EAST OF EDGE OF RIM AND STAMPED
 NY0776'DISMAL 1948.
 NY0776'
 NY0776'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN OUT-CROPPING
 NY0776'BEDROCK, PROJECTING 2 FEET ABOVE THE SURFACE.  IT IS STAMPED
 NY0776'DISMAL NO 1 1948.
 NY0776'
 NY0776'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A 4 X 3 X 2 FOOT
 NY0776'BOULDER.  IT IS 2 FEET HIGHER THAN THE STATION AND 3 FEET EAST OF
 NY0776'EDGE OF RIM.  IT IS STAMPED DISMAL NO 2 1948.
 NY0776'
 NY0776'THE AZIMUTH MARK IS A STANDARD DISK SET IN BEDROCK PROJECTING 3
 NY0776'INCHES ABOVE THE SURFACE.  IT IS 18 FEET WEST OF CENTER-LINE OF
 NY0776'ROAD AND IS STAMPED DISMAL 1948.
 NY0776'
 NY0776'TO REACH THE STATION FROM THE SCHOOL HOUSE IN FT. BIDWELL, GO
 NY0776'EAST ON ADEL-BURNS ROAD FOR .2 MILE, TURN LEFT, KEEPING ON MAIN
 NY0776'ROAD TO ADEL, GOING 15.5 MILES TO OREGON-CALIFORNIA STATE
 NY0776'LINE.  CONTINUE AHEAD 2.2 MILES TO DIM FORK LEFT, JUST AFTER
 NY0776'CROSSING SMALL BRIDGE, TURN LEFT, GOING 3.4 MILES TO REVERSE
 NY0776'Y-INTERSECTION.  TURN EAST, PICKING WAY ACROSS SAGE BRUSH FOR .1
 NY0776'MILE TO BASE OF RIM ROCK AND END OF TRUCK TRAVEL.  CLIMB THE
 NY0776'RIM ROCK, THE STATION SITE BEING JUST ABOVE A LARGE CEDAR
 NY0776'TREE.
 NY0776'
 NY0776'TO REACH THE AZIMUTH MARK FROM THE REVERSE Y-INTERSECTION, TAKE
 NY0776'LEFT FORK, WEST, GOING APPROX. 1-1/4 MILES TO MARK ON LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2197 ***********************************************************************
 RC2197  DESIGNATION -  DITCH
 RC2197  PID         -  RC2197
 RC2197  STATE/COUNTY-  OR/WASCO
 RC2197  USGS QUAD   -  POSTAGE STAMP BUTTE (1987)
 RC2197
 RC2197                         *CURRENT SURVEY CONTROL
 RC2197  ___________________________________________________________________
 RC2197* NAD 83(1991)-  45 15 13.99627(N)    121 08 51.79631(W)     ADJUSTED  
 RC2197* NAVD 88     -       355.     (meters)    1165.     (feet)  SCALED    
 RC2197  ___________________________________________________________________
 RC2197  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 RC2197  GEOID HEIGHT-         -21.36  (meters)                     GEOID03
 RC2197  HORZ ORDER  -  SECOND
 RC2197
 RC2197.The horizontal coordinates were established by classical geodetic methods
 RC2197.and adjusted by the National Geodetic Survey in October 1991.
 RC2197
 RC2197.The orthometric height was scaled from a topographic map.
 RC2197
 RC2197.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2197
 RC2197.The geoid height was determined by GEOID03.
 RC2197
 RC2197;                    North         East     Units Scale Factor Converg.
 RC2197;SPC OR N     -   176,578.111 2,449,161.130   MT  0.99989568   -0 27 33.7
 RC2197;SPC OR N     -   579,324.51  8,035,305.54   iFT  0.99989568   -0 27 33.7
 RC2197;UTM  10      - 5,012,823.613   645,341.550   MT  0.99985974   +1 18 56.8
 RC2197
 RC2197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2197!SPC OR N     -   0.99994769  x   0.99989568  =   0.99984337
 RC2197!UTM  10      -   0.99994769  x   0.99985974  =   0.99980744
 RC2197
 RC2197:                Primary Azimuth Mark                     Grid Az
 RC2197:SPC OR N     -  DITCH AZ MK                              097 20 30.3
 RC2197:UTM  10      -  DITCH AZ MK                              095 33 59.8
 RC2197
 RC2197|---------------------------------------------------------------------|
 RC2197| PID    Reference Object                     Distance      Geod. Az  |
 RC2197|                                                           dddmmss.s |
 RC2197| CF4293 DITCH AZ MK                                        0965256.6 |
 RC2197| CF4294 DITCH RM 1                           12.856 METERS 19355     |
 RC2197| CF4295 DITCH RM 2                           14.457 METERS 27734     |
 RC2197|---------------------------------------------------------------------|
 RC2197
 RC2197                          SUPERSEDED SURVEY CONTROL
 RC2197
 RC2197  NAD 83(1986)-  45 15 14.01126(N)    121 08 51.79329(W) AD(       ) 2
 RC2197  NAD 27      -  45 15 14.58200(N)    121 08 47.55300(W) AD(       ) 2
 RC2197
 RC2197.Superseded values are not recommended for survey control.
 RC2197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2197.See file dsdata.txt to determine how the superseded data were derived.
 RC2197
 RC2197_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR4534212824(NAD 83)
 RC2197_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RC2197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC2197
 RC2197  HISTORY     - Date     Condition        Report By
 RC2197  HISTORY     - 1946     MONUMENTED       CGS
 RC2197  HISTORY     - 1959     SEE DESCRIPTION  USGS
 RC2197  HISTORY     - 1969     SEE DESCRIPTION  CGS
 RC2197  HISTORY     - 1978     SEE DESCRIPTION  NGS
 RC2197
 RC2197                          STATION DESCRIPTION
 RC2197
 RC2197'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 RC2197'ABOUT 1.5 MILES NORTHEAST OF THE VILLAGE OF TYGH VALLEY, 0.2 MILE
 RC2197'WEST OF A LARGE FARM HOUSE, 31 FEET NORTH OF THE CENTER OF STATE
 RC2197'HIGHWAY NUMBER 216, 26 FEET WEST OF THE CENTER OF AN IRRIGATION
 RC2197'DITCH AND 2 FEET SOUTH OF A WIRE FENCE.
 RC2197'
 RC2197'TO REACH FROM TYGH VALLEY.  GO NORTH ON STATE HIGHWAY NUMBER
 RC2197'23 FOR 0.3 MILE, TURN RIGHT ONTO STATE HIGHWAY NUMBER 216 AND GO
 RC2197'EAST FOR 1.5 MILES TO A POINT WHERE AN IRRIGATION DITCH CROSSES
 RC2197'THE HIGHWAY AND THE STATION TO THE NORTH OF THE ROAD.
 RC2197'
 RC2197'THE STATION IS A STANDARD DISK, STAMPED DITCH 1946, SET IN THE
 RC2197'TOP OF A SQUARE CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES.
 RC2197'
 RC2197'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED DITCH NO 1
 RC2197'1946, SET IN THE TOP OF A CONCRETE BRIDGE CULVERT WHICH IS ABOUT
 RC2197'LEVEL WITH THE STATION.
 RC2197'
 RC2197'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED DITCH NO 2
 RC2197'1946, SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 RC2197'ABOUT 4 INCHES AND IS ABOUT 1 FOOT HIGHER THAN THE STATION.  IT
 RC2197'IS 34 FEET NORTH OF STATE HIGHWAY NUMBER 216.
 RC2197'
 RC2197'SUBSTITUTE STATION, NUMBER 60 V 121-A, IS THE CENTER OF STATE
 RC2197'HIGHWAY NUMBER 216 AND AN IRRIGATION DITCH AND IS LEVEL WITH
 RC2197'THE STATION.
 RC2197'
 RC2197'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED, DITCH 1946, SET
 RC2197'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS ABOUT 3
 RC2197'INCHES.  IT IS 0.3 MILE EAST OF THE STATION, 36 FEET SOUTH OF THE
 RC2197'CENTER OF STATE HIGHWAY NUMBER 216, 2 FEET NORTH OF A WIRE
 RC2197'FENCE AND AT THE WEST END OF A HIGHWAY CUT.
 RC2197
 RC2197                          STATION RECOVERY (1959)
 RC2197
 RC2197'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 RC2197'THE CONCRETE BLOCK THE MARK IS SET IN HAS BEEN KNOCKED OVER
 RC2197'ON ITS SIDE.
 RC2197'
 RC2197'THE REFERENCE MARKS ARE BOTH IN GOOD CONDITION.
 RC2197
 RC2197                          STATION RECOVERY (1969)
 RC2197
 RC2197'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 RC2197'REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND THE AZIMUTH
 RC2197'MARK WERE RECOVERED IN GOOD CONDITION.  THE SURFACE STATION
 RC2197'MARK WAS FOUND UNEARTHED.  THE UNDERGROUND MARK WAS DUG FOR AND
 RC2197'FOUND IN GOOD CONDITION.  ANOTHER STATION MARK WAS ESTABLISHED
 RC2197'PRECISELY OVER THE UNDERGROUND MARK.  A NEW AND COMPLETE
 RC2197'DESCRIPTION FOLLOWS.
 RC2197'
 RC2197'THE STATION IS 2 MILES NORTHEAST OF TYGH VALLEY ON THE NORTH
 RC2197'RIGHT-OF-WAY OF STATE HIGHWAY 216.
 RC2197'
 RC2197'TO REACH THE STATION FROM THE TYGH VALLEY POST OFFICE GO NORTH
 RC2197'ON THE MAIN STREET AND THE MACADAM ROAD FOR 0.4 MILE TO THE
 RC2197'JUNCTION OF U.S. HIGHWAY 197 AND STATE HIGHWAY 216, CONTINUE
 RC2197'STRAIGHT AHEAD, NORTH AND EAST ON STATE HIGHWAY 216 FOR 1.5
 RC2197'MILES TO THE STATION ON THE LEFT.
 RC2197'
 RC2197'THE STATION MARK, STAMPED DITCH 1946 1969, IS A STANDARD DISK
 RC2197'SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3
 RC2197'INCHES.  IT IS 31 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY
 RC2197'216, 21 FEET NORTHWEST OF THE NORTH HEAD WALL OF THE CONCRETE
 RC2197'BRIDGE CULVERT OVER THE IRRIGATION DITCH, 8 FEET WEST OF THE BANK
 RC2197'OF THE DITCH, 3 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, AND 1 FOOT
 RC2197'WEST OF A METAL WITNESS POST.  (NOTE 1A AND 7A)
 RC2197'
 RC2197'THE UNDERGROUND MARK WAS NOT DISTURBED, AND IS STAMPED DITCH 1946.
 RC2197'
 RC2197'REFERENCE MARK NO. 1, STAMPED DITCH NO 1 1946, IS A STANDARD
 RC2197'DISK CEMENTED IN A DRILL HOLE IN THE SOUTH HEAD WALL OF THE
 RC2197'CONCRETE BRIDGE CULVERT OVER THE IRRIGATION DITCH, 42 FEET
 RC2197'SOUTH OF THE WITNESS POST, 11.5 FEET SOUTH OF THE CENTER OF
 RC2197'THE HIGHWAY, 4 FEET WEST OF THE EAST END OF THE HEAD WALL, AND
 RC2197'LEVEL WITH THE STATION.
 RC2197'
 RC2197'REFERENCE MARK NO. 2, STAMPED DITCH NO 2 1946, IS A STANDARD
 RC2197'DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 RC2197'2 INCHES, 49 FEET WEST OF THE WITNESS POST, 32 FEET NORTH OF THE
 RC2197'CENTER OF THE HIGHWAY, 1.5 FEET SOUTH OF THE RIGHT-OF-WAY
 RC2197'FENCE, AND LEVEL WITH THE STATION.  (NOTE 11A)
 RC2197'
 RC2197'DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 59.89 FEET.
 RC2197'
 RC2197'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON STATE
 RC2197'HIGHWAY 216 FOR 0.35 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 RC2197'
 RC2197'THE AZIMUTH MARK, STAMPED DITCH 1946, IS A STANDARD DISK SET
 RC2197'IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES.  IT
 RC2197'IS AT THE WEST END OF A THRU CUT, 35 FEET SOUTH OF THE CENTER
 RC2197'LINE OF THE HIGHWAY, 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE,
 RC2197'AND 1 FOOT WEST OF A METAL WITNESS POST.  (NOTE 16A)
 RC2197'
 RC2197'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RC2197'2.0 MILES NORTHEAST OF TYGH VALLEY.
 RC2197
 RC2197                          STATION RECOVERY (1978)
 RC2197
 RC2197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 RC2197'THE STATION MARK, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK
 RC2197'WERE RECOVERED IN GOOD CONDITION.  A NEW AND COMPLETE DESCRIPTION
 RC2197'FOLLOWS.
 RC2197'
 RC2197'THE STATION IS ON THE NORTH RIGHT-OF-WAY OF STATE HIGHWAY 216.
 RC2197'
 RC2197'TO REACH THE STATION FROM THE TYGH VALLEY POST OFFICE GO NORTH
 RC2197'ON THE MAIN ROAD FOR 0.4 MILE TO THE JUNCTION OF U.S. HIGHWAY
 RC2197'197, AND STATE HIGHWAY 216, CONTINUE STRAIGHT AHEAD, NORTH, AND
 RC2197'EAST ON STATE HIGHWAY 216 FOR 1.0 MILE TO MILEPOST NO. 1, CONTINUE
 RC2197'EAST ON THE HIGHWAY FOR 0.45 MILE TO A SMALL BRIDGE OVER AN
 RC2197'IRRIGATION DITCH, AND THE STATION ON THE LEFT.
 RC2197'
 RC2197'THE STATION MARK, STAMPED DITCH 1946 1969, IS A STANDARD DISK
 RC2197'SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3-INCHES,
 RC2197'31 FEET NORTH OF THE CENTER OF STATE HIGHWAY 216, 8 FEET WEST
 RC2197'OF THE WEST BANK OF THE IRRIGATION DITCH, 3.5 FEET SOUTH OF THE
 RC2197'RIGHT-OF-WAY FENCE LINE, AND 1-FOOT WEST OF A METAL WITNESS
 RC2197'POST.  (NOTE 1A AND 7A)
 RC2197'
 RC2197'REFERENCE MARK NO. 1, STAMPED DITCH NO 1 1946, IS A STANDARD DISK
 RC2197'CEMENTED IN A DRILL HOLE IN THE SOUTH HEAD WALL OF THE CONCRETE
 RC2197'BRIDGE OVER THE IRRIGATION DITCH, 11 FEET SOUTH OF THE CENTER
 RC2197'OF STATE HIGHWAY 216, 4 FEET WEST OF THE EAST END OF THE HEAD
 RC2197'WALL, AND LEVEL WITH THE HIGHWAY.
 RC2197'
 RC2197'REFERENCE MARK NO. 2, STAMPED DITCH NO 2 1946, IS A STANDARD
 RC2197'DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 RC2197'1-INCH, 32 FEET NORTH OF THE CENTER OF THE HIGHWAY, AND 1-FOOT
 RC2197'SOUTH OF THE RIGHT-OF-WAY FENCE LINE.  (NOTE 11A)
 RC2197'
 RC2197'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON STATE
 RC2197'HIGHWAY 216 FOR 0.3 MILE TO THE MARK ON THE RIGHT, AT THE
 RC2197'BEGINNING OF THE THRU CUT.
 RC2197'
 RC2197'THE AZIMUTH MARK, STAMPED DITCH 1946, IS A STANDARD DISK SET
 RC2197'IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 5-INCHES,
 RC2197'36 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 216, 1-FOOT NORTH
 RC2197'OF THE RIGHT-OF-WAY FENCE LINE, AND 1-FOOT WEST OF A METAL
 RC2197'WITNESS POST.  (NOTE 17A)
 RC2197'
 RC2197'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RC2197'2 MILES NORTHEAST OF TYGH VALLEY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2383 ***********************************************************************
 RD2383  DESIGNATION -  DIV
 RD2383  PID         -  RD2383
 RD2383  STATE/COUNTY-  OR/MULTNOMAH
 RD2383  USGS QUAD   -  CAMAS (1993)
 RD2383
 RD2383                         *CURRENT SURVEY CONTROL
 RD2383  ___________________________________________________________________
 RD2383* NAD 83(1991)-  45 30 24.98095(N)    122 29 04.59701(W)     ADJUSTED  
 RD2383* NAVD 88     -        79.     (meters)     259.     (feet)  SCALED    
 RD2383  ___________________________________________________________________
 RD2383  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 RD2383  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 RD2383  HORZ ORDER  -  FIRST
 RD2383
 RD2383.The horizontal coordinates were established by classical geodetic methods
 RD2383.and adjusted by the National Geodetic Survey in October 1991.
 RD2383
 RD2383.The orthometric height was scaled from a topographic map.
 RD2383
 RD2383.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2383
 RD2383.The geoid height was determined by GEOID03.
 RD2383
 RD2383;                    North         East     Units Scale Factor Converg.
 RD2383;SPC OR N     -   206,400.152 2,344,935.006   MT  0.99991198   -1 24 26.8
 RD2383;SPC OR N     -   677,165.85  7,693,356.32   iFT  0.99991198   -1 24 26.8
 RD2383;UTM  10      - 5,039,396.595   540,260.795   MT  0.99961993   +0 22 03.5
 RD2383
 RD2383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2383!SPC OR N     -   0.99999117  x   0.99991198  =   0.99990315
 RD2383!UTM  10      -   0.99999117  x   0.99961993  =   0.99961111
 RD2383
 RD2383:                Primary Azimuth Mark                     Grid Az
 RD2383:SPC OR N     -  GRANT                                    118 55 56.6
 RD2383:UTM  10      -  GRANT                                    117 09 26.3
 RD2383
 RD2383|---------------------------------------------------------------------|
 RD2383| PID    Reference Object                     Distance      Geod. Az  |
 RD2383|                                                           dddmmss.s |
 RD2383| RD2380 GRANT                               APPROX. 1.6 KM 1173129.8 |
 RD2383| CE2492 DIV RM 1                             19.741 METERS 22406     |
 RD2383| RD2384 DIV RM 2                             17.062 METERS 30422     |
 RD2383|---------------------------------------------------------------------|
 RD2383
 RD2383                          SUPERSEDED SURVEY CONTROL
 RD2383
 RD2383  NAD 83(1986)-  45 30 24.99757(N)    122 29 04.60318(W) AD(       ) 1
 RD2383  NAD 27      -  45 30 25.56487(N)    122 29 00.27517(W) AD(       ) 1
 RD2383
 RD2383.Superseded values are not recommended for survey control.
 RD2383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2383.See file dsdata.txt to determine how the superseded data were derived.
 RD2383
 RD2383_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER4026139397(NAD 83)
 RD2383_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RD2383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD2383
 RD2383  HISTORY     - Date     Condition        Report By
 RD2383  HISTORY     - 1961     MONUMENTED       CGS
 RD2383  HISTORY     - 1978     SEE DESCRIPTION  NGS
 RD2383  HISTORY     - 19941005 GOOD             USPSQD
 RD2383  HISTORY     - 20040728 MARK NOT FOUND   USPSQD
 RD2383
 RD2383                          STATION DESCRIPTION
 RD2383
 RD2383'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 RD2383'THE STATION IS IN THE SOUTHEAST PART OF PORTLAND, ON THE
 RD2383'RIGHT-OF-WAY OF S.E. 174 AVENUE.
 RD2383'
 RD2383'TO REACH THE STATION FROM THE INTERSECTION OF S.E. DIVISION STREET
 RD2383'AND S.E. 174 AVENUE GO NORTH ON S.E. 174 AVENUE FOR 0.15 MILE TO
 RD2383'THE STATION ON THE RIGHT.
 RD2383'
 RD2383'THE STATION MARK, STAMPED DIV 1961, IS A STANDARD DISK SET IN THE
 RD2383'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH.  IT IS 26
 RD2383'FEET NORTH OF A POWER POLE, 21 FEET EAST OF THE CENTER OF S.E. 174
 RD2383'AVENUE, 14 FEET NORTH OF THE CENTER OF A DRIVE WAY AND 3 FEET SOUTH
 RD2383'OF J. W. DRAKES MAIL BOX.
 RD2383'
 RD2383'REFERENCE MARK NO. 1, STAMPED DIV NO 1 1961, IS A STANDARD DISK
 RD2383'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3
 RD2383'INCHES.  IT IS 24 FEET WEST OF THE CENTER OF S.E. 174 AVENUE AND 1
 RD2383'FOOT EAST OF A NORTH-SOUTH FENCE LINE.
 RD2383'
 RD2383'REFERENCE MARK NO. 2, STAMPED DIV NO 2 1961, IS A STANDARD DISK
 RD2383'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2
 RD2383'INCHES.  IT IS 24 FEET WEST OF THE CENTER OF S.E. 174 AVENUE AND 1
 RD2383'FOOT EAST OF A NORTH-SOUTH FENCE LINE.
 RD2383'
 RD2383'THE DISTANCE BETWEEN R.M. 1 AND R.M. 2 IS 78.5 FEET.
 RD2383'
 RD2383'THERE WAS NO AZIMUTH MARK ESTABLISHED FOR THIS STATION.
 RD2383
 RD2383                          STATION RECOVERY (1978)
 RD2383
 RD2383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 RD2383'THE STATION MARK, AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 RD2383'CONDITION AS DESCRIBED.  A METAL WITNESS POST WAS PLACED 1 FOOT
 RD2383'SOUTH OF REFERENCE MARK NO. 1.  A METAL WITNESS POST WAS PLACED 1
 RD2383'FOOT SOUTH OF REFERENCE MARK NO. 2.  THE TO REACH IS CORRECT, AND
 RD2383'ADEQUATE FOR RECOVERY.  THERE WAS NO SUITABLE PLACE TO ESTABLISH AN
 RD2383'AZIMUTH MARK FOR THIS STATION.  THE STATION IS IN FRONT OF HOUSE NO.
 RD2383'2134, WHICH IS OWNED, AND OCCUPIED BY MR. LEE C. HOOD.
 RD2383'
 RD2383'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN IN SOUTHEAST
 RD2383'PORTLAND.
 RD2383
 RD2383                          STATION RECOVERY (1994)
 RD2383
 RD2383'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD2383'RECOVERED IN GOOD CONDITION.
 RD2383
 RD2383                          STATION RECOVERY (2004)
 RD2383
 RD2383'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 RD2383'AREA IMPROVED. BOTH THE REFERENCE MARKS AND THE STATION MARK COULD NOT
 RD2383'BE LOCATED. ALL WITNESS POSTS REMOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0707 ***********************************************************************
 PA0707  DESIGNATION -  DIVIDE
 PA0707  PID         -  PA0707
 PA0707  STATE/COUNTY-  OR/HARNEY
 PA0707  USGS QUAD   -  ALSUP MOUNTAIN (1990)
 PA0707
 PA0707                         *CURRENT SURVEY CONTROL
 PA0707  ___________________________________________________________________
 PA0707* NAD 83(1991)-  43 54 13.25664(N)    119 22 33.09689(W)     ADJUSTED  
 PA0707* NAVD 88     -      1747.2    (meters)    5732.     (feet)  VERTCON   
 PA0707  ___________________________________________________________________
 PA0707  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 PA0707  GEOID HEIGHT-         -18.56  (meters)                     GEOID03
 PA0707  HORZ ORDER  -  THIRD
 PA0707
 PA0707.The horizontal coordinates were established by classical geodetic methods
 PA0707.and adjusted by the National Geodetic Survey in October 1991.
 PA0707
 PA0707.The NAVD 88 height was computed by applying the VERTCON shift value to
 PA0707.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PA0707
 PA0707.The Laplace correction was computed from DEFLEC99 derived deflections.
 PA0707
 PA0707.The geoid height was determined by GEOID03.
 PA0707
 PA0707;                    North         East     Units Scale Factor Converg.
 PA0707;SPC OR S     -   249,107.917 1,590,303.908   MT  0.99997695   +0 46 08.7
 PA0707;SPC OR S     -   817,283.19  5,217,532.51   iFT  0.99997695   +0 46 08.7
 PA0707;SPC OR N     -    26,967.551 2,590,318.046   MT  1.00013574   +0 47 50.0
 PA0707;SPC OR N     -    88,476.22  8,498,418.79   iFT  1.00013574   +0 47 50.0
 PA0707;UTM  11      - 4,863,919.067   309,207.461   MT  1.00004774   -1 38 52.9
 PA0707
 PA0707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PA0707!SPC OR S     -   0.99972901  x   0.99997695  =   0.99970597
 PA0707!SPC OR N     -   0.99972901  x   1.00013574  =   0.99986471
 PA0707!UTM  11      -   0.99972901  x   1.00004774  =   0.99977674
 PA0707
 PA0707|---------------------------------------------------------------------|
 PA0707| PID    Reference Object                     Distance      Geod. Az  |
 PA0707|                                                           dddmmss.s |
 PA0707| CD6405 DIVIDE RM 1                          15.938 METERS 03443     |
 PA0707| CD6406 DIVIDE RM 2                          16.329 METERS 20910     |
 PA0707| PA0712 SNOW MT                             APPROX.12.2 KM 3073158.4 |
 PA0707|---------------------------------------------------------------------|
 PA0707
 PA0707                          SUPERSEDED SURVEY CONTROL
 PA0707
 PA0707  NAD 83(1986)-  43 54 13.26239(N)    119 22 33.09336(W) AD(       ) 3
 PA0707  NAD 27      -  43 54 13.72900(N)    119 22 29.25500(W) AD(       ) 3
 PA0707  NGVD 29 (07/19/86) 1745.9    (m)         5728.     (f) VERT ANG    3  
 PA0707
 PA0707.Superseded values are not recommended for survey control.
 PA0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0707.See file dsdata.txt to determine how the superseded data were derived.
 PA0707
 PA0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ0920763919(NAD 83)
 PA0707_MARKER: DS = TRIANGULATION STATION DISK
 PA0707_SETTING: 80 = SET IN A BOULDER
 PA0707_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 PA0707
 PA0707  HISTORY     - Date     Condition        Report By
 PA0707  HISTORY     - 1957     MONUMENTED       CGS
 PA0707
 PA0707                          STATION DESCRIPTION
 PA0707
 PA0707'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 PA0707'THE STATION IS LOCATED ABOUT 27 MILES AIRLINE NORTHWEST OF BURNS,
 PA0707'4 MILES NORTH NORTHEAST OF THE BLUE CREEK CAMP OF THE FOREST
 PA0707'SERVICE AND ABOUT 1 MILE EAST OF THE MAIN FOREST ROAD BETWEEN
 PA0707'BLUE CREEK CAMP AND WHISKEY FLAT, NEAR THE EASTERLY END OF A
 PA0707'HEAVILY TIMBERED RIDGE.
 PA0707'
 PA0707'THE STATION IS A STANDARD BRONZE DISK STAMPED DIVIDE 1957, SET
 PA0707'IN THE TOP OF A BOULDER PROJECTING ABOUT 4 INCHES AND IS ABOUT
 PA0707'20 FEET SOUTH OF THE CREST OF THE RIDGE.
 PA0707'
 PA0707'REFERENCE MARK 1 IS A STANDARD BRONZE DISK STAMPED DIVIDE NO 1
 PA0707'1957, SET IN THE TOP OF A BOULDER PROJECTING ABOUT 8 INCHES AND
 PA0707'IS ABOUT 2 FEET HIGHER IN ELEVATION THAN THE STATION.
 PA0707'
 PA0707'REFERENCE MARK 2 IS A STANDARD BRONZE DISK STAMPED DIVIDE NO 2
 PA0707'1957, SET IN THE TOP OF A BOULDER PROJECTING ABOUT 8 INCHES AND
 PA0707'IS ABOUT 4-1/2 FEET LOWER IN ELEVATION THAN THE STATION.
 PA0707'
 PA0707'STATION SNOW MTN 1933 WILL SERVE AS THE AZIMUTH MARK.
 PA0707'
 PA0707'TO REACH THE STATION FROM THE POST OFFICE IN BURNS, GO SOUTH
 PA0707'TWO BLOCKS, TURN RIGHT AND GO WESTERLY ON U.S. HIGHWAY 395 FOR
 PA0707'3.2 MILES (PASSING THROUGH HAINES) TO A DIRT AND GRAVEL PRIVATE
 PA0707'LOGGING ROAD RIGHT, JUST OPPOSITE HAINES LUMBER MILL.  TURN RIGHT
 PA0707'ON THE LOGGING ROAD AND GO WESTERLY ON THE MAIN ROAD FOR 11.9
 PA0707'MILES TO A FORK.  KEEP RIGHT FORK STRAIGHT AHEAD FOR 12.1 MILES
 PA0707'TO A FORK.  TAKE RIGHT FORK FOR 2.2 MILES TO A FORK.  KEEP
 PA0707'RIGHT FORK AND GO 1.1 MILE TO A T ROAD RIGHT.  KEEP LEFT
 PA0707'STRAIGHT AHEAD AND GO 0.4 MILE TO THE BLUE CREEK CAMP OF THE
 PA0707'FOREST SERVICE.  CONTINUE STRAIGHT AHEAD ON MAIN
 PA0707'ROAD NORTHERLY FOR 2.5 MILES TO A FORK.  KEEP RIGHT FORK AND GO
 PA0707'1.8 MILES TO A TRACK ROAD RIGHT (SIGN SNOW MTN ROAD 1/2).
 PA0707'TURN RIGHT ON TRACK ROAD FOR 0.2 MILE JUST BEFORE STARTING
 PA0707'DOWN GRADE.  TURN RIGHT AND GO SOUTHERLY CROSS COUNTRY FOR
 PA0707'0.15 MILE TO SMALL OPENING IN THE TIMBER AND A BLAZED TREE AT
 PA0707'THE SOUTHERN EDGE OF OPENING.  TURN LEFT AND FOLLOW BLAZED
 PA0707'TREES SOUTHERLY AND EASTERLY THROUGH TIMBER FOR 1/2 MILE
 PA0707'TO THE STATION ON THE EASTERLY END OF AN EAST-WEST RIDGE.
 PA0707'
 PA0707'HEIGHT OF LIGHT ABOVE STATION MARK 1.48 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1195 ***********************************************************************
 OA1195  DESIGNATION -  DIX
 OA1195  PID         -  OA1195
 OA1195  STATE/COUNTY-  OR/DOUGLAS
 OA1195  USGS QUAD   -  WINCHESTER BAY (1985)
 OA1195
 OA1195                         *CURRENT SURVEY CONTROL
 OA1195  ___________________________________________________________________
 OA1195* NAD 83(1991)-  43 39 31.31211(N)    124 12 24.46580(W)     ADJUSTED  
 OA1195* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 OA1195  ___________________________________________________________________
 OA1195  LAPLACE CORR-          16.85  (seconds)                    DEFLEC99
 OA1195  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 OA1195  HORZ ORDER  -  THIRD
 OA1195
 OA1195.The horizontal coordinates were established by classical geodetic methods
 OA1195.and adjusted by the National Geodetic Survey in October 1991.
 OA1195
 OA1195.The orthometric height was scaled from a topographic map.
 OA1195
 OA1195.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1195
 OA1195.The geoid height was determined by GEOID03.
 OA1195
 OA1195;                    North         East     Units Scale Factor Converg.
 OA1195;SPC OR S     -   227,899.094 1,201,111.205   MT  0.99993116   -2 32 09.6
 OA1195;SPC OR S     -   747,700.44  3,940,653.56   iFT  0.99993116   -2 32 09.6
 OA1195;UTM  10      - 4,834,673.808   402,692.942   MT  0.99971646   -0 49 59.5
 OA1195
 OA1195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1195!SPC OR S     -   1.00000352  x   0.99993116  =   0.99993468
 OA1195!UTM  10      -   1.00000352  x   0.99971646  =   0.99971998
 OA1195
 OA1195|---------------------------------------------------------------------|
 OA1195| PID    Reference Object                     Distance      Geod. Az  |
 OA1195|                                                           dddmmss.s |
 OA1195| CE1414 DIX RM 1                             29.410 METERS 02703     |
 OA1195| OA1184 POINT 2                             482.674 METERS 0391417.4 |
 OA1195| OA1170 UMPQUA RIVER LIGHTHOUSE             APPROX. 0.8 KM 0590504.0 |
 OA1195| CE1415 DIX RM 2                             13.470 METERS 10617     |
 OA1195| OA1198 DEADMAN                             APPROX. 2.0 KM 1904359.8 |
 OA1195| OA1210 MAST                                199.092 METERS 32426     |
 OA1195|---------------------------------------------------------------------|
 OA1195
 OA1195                          SUPERSEDED SURVEY CONTROL
 OA1195
 OA1195  NAD 83(1986)-  43 39 31.31536(N)    124 12 24.51382(W) AD(       ) 3
 OA1195  NAD 27      -  43 39 31.87300(N)    124 12 20.12900(W) AD(       ) 3
 OA1195
 OA1195.Superseded values are not recommended for survey control.
 OA1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1195.See file dsdata.txt to determine how the superseded data were derived.
 OA1195
 OA1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP0269334674(NAD 83)
 OA1195_MARKER: Z = SEE DESCRIPTION
 OA1195_SETTING: 0 = UNSPECIFIED SETTING
 OA1195
 OA1195  HISTORY     - Date     Condition        Report By
 OA1195  HISTORY     - 1928     MONUMENTED       CGS
 OA1195
 OA1195                          STATION DESCRIPTION
 OA1195
 OA1195'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (GLB)
 OA1195'THIS STATION IS LOCATED ABOUT 200 METERS S OF THE MOUTH OF UMPQUA
 OA1195'RIVER, 25 METERS IN FROM THE ORDINARY HIGH-WATER LINE, AND 150
 OA1195'METERS S OF THE WRECK OF AN OLD SCHOONER IN THE BREAKERS.  THE
 OA1195'STATION IS ON TOP OF A SMALL, LOW, GRASS-TUFTED SAND HUMP.
 OA1195'
 OA1195'SURFACE MARK IS A STANDARD BRONZE DISK SET IN CONCRETE AT THE
 OA1195'CENTER OF THE TOP OF A TILE.
 OA1195'
 OA1195'UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 OA1195'IN CONCRETE, AS DESCRIBED IN NOTES 7A AND 11A.
 OA1195'
 OA1195'REFERENCE MARK NO.1 IS ON A SMALL BARE SAND HUMP NNE OF THE
 OA1195'STATION.
 OA1195'
 OA1195'REFERENCE MARK NO.2 IS ON A SMALL SAND HUMP E OF THE STATION.
 OA1195'
 OA1195'WITNESS MARKS AS FOLLOWS, DISTANCES AND DIRECTIONS BEING
 OA1195'ESTIMATED--3-1/2 METERS W OF THE STATION MARK, A 4- BY 4-INCH BY
 OA1195'7-FOOT POLE.  2 METERS NW OF REFERENCE MARK NO.1, A 6- BY 6-INCH
 OA1195'BY 9-FOOT POLE.  2 METERS SW OF REFERENCE MARK NO.2, A 4- BY
 OA1195'4-INCH BY 7-FOOT POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0927 ***********************************************************************
 QC0927  DESIGNATION -  DIXIE
 QC0927  PID         -  QC0927
 QC0927  STATE/COUNTY-  OR/GRANT
 QC0927  USGS QUAD   -  DIXIE MEADOWS (1996)
 QC0927
 QC0927                         *CURRENT SURVEY CONTROL
 QC0927  ___________________________________________________________________
 QC0927* NAD 83(1991)-  44 34 58.46089(N)    118 37 35.31922(W)     ADJUSTED  
 QC0927* NAVD 88     -      2321.     (meters)    7615.     (feet)  SCALED    
 QC0927  ___________________________________________________________________
 QC0927  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 QC0927  GEOID HEIGHT-         -17.50  (meters)                     GEOID03
 QC0927  HORZ ORDER  -  SECOND
 QC0927
 QC0927.The horizontal coordinates were established by classical geodetic methods
 QC0927.and adjusted by the National Geodetic Survey in October 1991.
 QC0927
 QC0927.The orthometric height was scaled from a topographic map.
 QC0927
 QC0927.The Laplace correction was computed from DEFLEC99 derived deflections.
 QC0927
 QC0927.The geoid height was determined by GEOID03.
 QC0927
 QC0927;                    North         East     Units Scale Factor Converg.
 QC0927;SPC OR N     -   103,539.711 2,648,767.820   MT  0.99994650   +1 19 43.2
 QC0927;SPC OR N     -   339,697.21  8,690,183.14   iFT  0.99994650   +1 19 43.2
 QC0927;UTM  11      - 4,937,904.817   370,881.780   MT  0.99980502   -1 08 30.7
 QC0927
 QC0927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QC0927!SPC OR N     -   0.99963891  x   0.99994650  =   0.99958543
 QC0927!UTM  11      -   0.99963891  x   0.99980502  =   0.99944400
 QC0927
 QC0927                          SUPERSEDED SURVEY CONTROL
 QC0927
 QC0927  NAD 83(1986)-  44 34 58.46696(N)    118 37 35.31285(W) AD(       ) 2
 QC0927  NAD 27      -  44 34 58.90000(N)    118 37 31.50000(W) AD(       ) 2
 QC0927
 QC0927.Superseded values are not recommended for survey control.
 QC0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0927.See file dsdata.txt to determine how the superseded data were derived.
 QC0927
 QC0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK7088237905(NAD 83)
 QC0927
 QC0927  HISTORY     - Date     Condition        Report By
 QC0927  HISTORY     - 1898     MONUMENTED       USGS
 QC0927  HISTORY     - 1935     SEE DESCRIPTION  CGS
 QC0927
 QC0927                          STATION DESCRIPTION
 QC0927
 QC0927'DESCRIBED BY US GEOLOGICAL SURVEY 1898 (SSG)
 QC0927'SEE STATION DIXIE
 QC0927
 QC0927                          STATION RECOVERY (1935)
 QC0927
 QC0927'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (EBP)
 QC0927'ON SUMMIT OF DIXIE BUTTE, HIGH BARE-TOPPED POINT, HIGHEST IN
 QC0927'VICINITY, ABOUT 9 MILES NE OF PRAIRIE CITY.  POINT MAY BE
 QC0927'REACHED FROM PRAIRIE CITY BY SECURING DIRECTIONS FROM
 QC0927'U.S.F.S. DRIVING DISTANCE BEING ABOUT 15.6 MILES TO LOOKOUT
 QC0927'HOUSE.  MARKED BY COPPER BOLT IN SOLID ROCK.  CENTER OF LOOKOUT
 QC0927'HOUSE IS 4.36 METERS (14.30 FEET) N OF STATION IN AZIMUTH 168
 QC0927'DEG 58 MIN, DETERMINED BY U.S.F.S.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0928 ***********************************************************************
 QC0928  DESIGNATION -  DIXIE
 QC0928  PID         -  QC0928
 QC0928  STATE/COUNTY-  OR/GRANT
 QC0928  USGS QUAD   -  DIXIE MEADOWS (1996)
 QC0928
 QC0928                         *CURRENT SURVEY CONTROL
 QC0928  ___________________________________________________________________
 QC0928* NAD 83(1991)-  44 34 56.39260(N)    118 37 38.97679(W)     ADJUSTED  
 QC0928* NAVD 88     -      2313.6    (meters)    7591.     (feet)  VERTCON   
 QC0928  ___________________________________________________________________
 QC0928  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 QC0928  GEOID HEIGHT-         -17.50  (meters)                     GEOID03
 QC0928  HORZ ORDER  -  FIRST
 QC0928
 QC0928.The horizontal coordinates were established by classical geodetic methods
 QC0928.and adjusted by the National Geodetic Survey in October 1991.
 QC0928
 QC0928.The NAVD 88 height was computed by applying the VERTCON shift value to
 QC0928.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QC0928
 QC0928.The Laplace correction was computed from DEFLEC99 derived deflections.
 QC0928
 QC0928.The geoid height was determined by GEOID03.
 QC0928
 QC0928;                    North         East     Units Scale Factor Converg.
 QC0928;SPC OR N     -   103,474.018 2,648,688.639   MT  0.99994660   +1 19 40.6
 QC0928;SPC OR N     -   339,481.69  8,689,923.36   iFT  0.99994660   +1 19 40.6
 QC0928;UTM  11      - 4,937,842.607   370,799.852   MT  0.99980528   -1 08 33.2
 QC0928
 QC0928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QC0928!SPC OR N     -   0.99964012  x   0.99994660  =   0.99958674
 QC0928!UTM  11      -   0.99964012  x   0.99980528  =   0.99944547
 QC0928
 QC0928|---------------------------------------------------------------------|
 QC0928| PID    Reference Object                     Distance      Geod. Az  |
 QC0928|                                                           dddmmss.s |
 QC0928| QC0926 DIXIE LOOKOUT HOUSE                 104.700 METERS 04948     |
 QC0928| QC0927 DIXIE                               102.890 METERS 05139     |
 QC0928| CD6412 DIXIE RM 2                           12.607 METERS 06146     |
 QC0928| CD6410 DIXIE AZ MK                                        1363637.7 |
 QC0928| CD6411 DIXIE RM 1                            5.507 METERS 35522     |
 QC0928|---------------------------------------------------------------------|
 QC0928
 QC0928                          SUPERSEDED SURVEY CONTROL
 QC0928
 QC0928  NAD 83(1986)-  44 34 56.39868(N)    118 37 38.97042(W) AD(       ) 1
 QC0928  NAD 27      -  44 34 56.83200(N)    118 37 35.15800(W) AD(       ) 1
 QC0928  NGVD 29 (07/19/86) 2312.3    (m)         7586.     (f) VERT ANG    3  
 QC0928
 QC0928.Superseded values are not recommended for survey control.
 QC0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0928.See file dsdata.txt to determine how the superseded data were derived.
 QC0928
 QC0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK7080037843(NAD 83)
 QC0928_MARKER: Z = SEE DESCRIPTION
 QC0928_SETTING: 0 = UNSPECIFIED SETTING
 QC0928
 QC0928  HISTORY     - Date     Condition        Report By
 QC0928  HISTORY     - 1941     MONUMENTED       CGS
 QC0928  HISTORY     - 1946     SEE DESCRIPTION  CGS
 QC0928
 QC0928                          STATION DESCRIPTION
 QC0928
 QC0928'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (ANS)
 QC0928'(DESCRIPTION FROM REPORT OF BUILDING FOREMAN.)
 QC0928'
 QC0928'STATION MARK IS A STANDARD DISK, STAMPED DIXIE 1941, SET IN
 QC0928'CONCRETE IN A DEPRESSION IN BEDROCK.  IT PROJECTS 3 INCHES.
 QC0928'
 QC0928'REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS WEDGED IN
 QC0928'DRILL HOLES IN OUTCROPPING BEDROCK.
 QC0928'
 QC0928'REFERENCE MARK NO. 1 PROJECTS 4 INCHES.
 QC0928'
 QC0928'REFERENCE MARK NO. 2 PROJECTS 8 INCHES.
 QC0928'
 QC0928'AZIMUTH MARK PROJECTS 4 INCHES.  IT IS ABOUT 0.5 MILE SE OF
 QC0928'STATION AND ALONGSIDE OF ROAD TO STATION.  MARKED BY A CAIRN WITH
 QC0928'A 1 BY 4 IN THE CENTER OF CAIRN.
 QC0928'
 QC0928'STATION MARKED BUT NOT OCCUPIED IN 1941.
 QC0928
 QC0928                          STATION RECOVERY (1946)
 QC0928
 QC0928'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (DHK)
 QC0928'STATION IS ON DIXIE BUTTE, A HIGH BARE-TOP MOUNTAIN 9 MILES
 QC0928'NORTHEAST OF PRAIRIE CITY AND IS THE HIGHEST PEAK IN THE
 QC0928'VICINITY.  THE TOP OF THE MOUNTAIN IS A RIDGE AND THE STATION IS
 QC0928'25 FEET NORTH OF THE SOUTH END OF THE RIDGE.  THE MARK IS A BRONZE
 QC0928'DISK SET IN BEDROCK OUTCROP AND STAMPED--DIXIE 1941.
 QC0928'
 QC0928'REFERENCE MARK NO. 1 IS A BRONZE DISK STAMPED--DIXIE NO 1 1941
 QC0928'AND IS SET IN BEDROCK OUTCROP ABOUT 4 FEET LOWER THAN THE STATION.
 QC0928'
 QC0928'REFERENCE MARK NO. 2 IS A BRONZE DISK STAMPED--DIXIE NO 2 1941
 QC0928'AND IS SET IN BEDROCK OUTCROP ON TOP OF THE RIDGE NORTH OF THE
 QC0928'STATION.
 QC0928'
 QC0928'DIXIE (USGS) IS A COPPER BOLT AT THE SOUTHEAST CORNER OF THE
 QC0928'LOOKOUT TOWER AND IS SET IN BEDROCK.
 QC0928'
 QC0928'THE AZIMUTH MARK IS 150 FEET SOUTHEAST OF THE UPHILL END OF THE
 QC0928'CUT ON THE EAST SIDE OF THE ROAD.  THERE IS A PILE OF ROCKS AND
 QC0928'A 4X4 STAKE NEAR THE MARK.  THE MARK IS A BRONZE DISK
 QC0928'STAMPED--DIXIE 1941.
 QC0928'
 QC0928'TO REACH THE STATION FROM PRAIRIE CITY, GO EAST ON HIGHWAY 28
 QC0928'FOR 10.4 MILES TO A POINT AT WHICH THE OLD HIGHWAY AND THE NEW
 QC0928'HIGHWAY INTERSECT.  TURN LEFT TO A ROAD ON TOP OF THE CUT THAT
 QC0928'LEADS EAST AND PARALLEL TO THE HIGHWAY FOR 100 YARDS, THEN TURN
 QC0928'LEFT AS PER SIGN DIXIE BUTTE L.O. 5 MILES AND FOLLOW THE
 QC0928'MAIN-TRAVELED ROAD AND SIGNS FOR 5 MILES TO TOP OF THE PEAK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0926 ***********************************************************************
 QC0926  DESIGNATION -  DIXIE LOOKOUT HOUSE
 QC0926  PID         -  QC0926
 QC0926  STATE/COUNTY-  OR/GRANT
 QC0926  USGS QUAD   -  DIXIE MEADOWS (1996)
 QC0926
 QC0926                         *CURRENT SURVEY CONTROL
 QC0926  ___________________________________________________________________
 QC0926* NAD 83(1991)-  44 34 58.58203(N)    118 37 35.35187(W)     ADJUSTED  
 QC0926* NAVD 88     -      2321.     (meters)    7615.     (feet)  VERTCON   
 QC0926  ___________________________________________________________________
 QC0926  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 QC0926  GEOID HEIGHT-         -17.50  (meters)                     GEOID03
 QC0926  HORZ ORDER  -  SECOND
 QC0926
 QC0926.The horizontal coordinates were established by classical geodetic methods
 QC0926.and adjusted by the National Geodetic Survey in October 1991.
 QC0926
 QC0926.The NAVD 88 height was computed by applying the VERTCON shift value to
 QC0926.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QC0926
 QC0926.The Laplace correction was computed from DEFLEC99 derived deflections.
 QC0926
 QC0926.The geoid height was determined by GEOID03.
 QC0926
 QC0926;                    North         East     Units Scale Factor Converg.
 QC0926;SPC OR N     -   103,543.432 2,648,767.014   MT  0.99994649   +1 19 43.2
 QC0926;SPC OR N     -   339,709.42  8,690,180.49   iFT  0.99994649   +1 19 43.2
 QC0926;UTM  11      - 4,937,908.570   370,881.134   MT  0.99980502   -1 08 30.7
 QC0926
 QC0926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QC0926!SPC OR N     -   0.99963891  x   0.99994649  =   0.99958542
 QC0926!UTM  11      -   0.99963891  x   0.99980502  =   0.99944400
 QC0926
 QC0926                          SUPERSEDED SURVEY CONTROL
 QC0926
 QC0926  NAD 83(1986)-  44 34 58.58811(N)    118 37 35.34551(W) AD(       ) 2
 QC0926  NAD 27      -  44 34 59.02100(N)    118 37 31.53300(W) AD(       ) 2
 QC0926  NGVD 29 (07/19/86) 2320.     (m)         7612.     (f) VERT ANG    3  
 QC0926
 QC0926.Superseded values are not recommended for survey control.
 QC0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0926.See file dsdata.txt to determine how the superseded data were derived.
 QC0926
 QC0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK7088137909(NAD 83)
 QC0926_MARKER: 73 = LOOKOUT HOUSE
 QC0926_SETTING: 0 = UNSPECIFIED SETTING
 QC0926
 QC0926  HISTORY     - Date     Condition        Report By
 QC0926  HISTORY     - 1946     FIRST OBSERVED   CGS
 QC0926  HISTORY     - 19821006 GOOD             NGS
 QC0926
 QC0926                          STATION DESCRIPTION
 QC0926
 QC0926'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 QC0926'STATION IS THE CENTER OF THE NEW ONE-STORY FOREST SERVICE LOOKOUT
 QC0926'HOUSE LOCATED ON THE HIGHEST POINT OF A BARE-TOPPED MOUNTAIN
 QC0926'LOCALLY KNOWN AS DIXIE BUTTE.  IT IS 9 MILES NORTHEAST OF PRAIRIE
 QC0926'CITY AND IS THE HIGHEST PEAK IN THE VICINITY.  IT WAS LOCATED BY
 QC0926'TRAVERSE FROM TRIANGULATION STATION DIXIE 1946.  THIS STATION
 QC0926'SHOULD NOT BE CONFUSED WITH THE OLD TWO-STORY LOOKOUT LOCATED
 QC0926'CLOSE BY IN A SMALL SADDLE.
 QC0926
 QC0926                          STATION RECOVERY (1982)
 QC0926
 QC0926'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 QC0926'AN EMPLOYEE OF THE U.S.F.S STATED THAT THE LOOKOUT HOUSE WAS REBUILT
 QC0926'IN APPROXIMATELY 1970.  IT IS NOT KNOWN IF IT WAS REBUILT ON THE SAME
 QC0926'FOUNDATION OR NOT ALTHOUGH A 5 SECOND AZIMUTH CHECK WAS OBTAINED FROM
 QC0926'THE TRI STATION PRAIRIE NORTH BASE.  AN ATTEMP TO RE POSITION IT FROM
 QC0926'TRI STATION DIXIE WAS ABORTED DUE TO HIGH WINDS AND SNOW.  IT SHOULD
 QC0926'BE USED WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0018 ***********************************************************************
 PA0018  DESIGNATION -  DJ 313
 PA0018  PID         -  PA0018
 PA0018  STATE/COUNTY-  OR/HARNEY
 PA0018  USGS QUAD   -  DREWSEY (1990)
 PA0018
 PA0018                         *CURRENT SURVEY CONTROL
 PA0018  ___________________________________________________________________
 PA0018* NAD 83(1986)-  43 45 06.     (N)    118 24 59.     (W)     SCALED    
 PA0018* NAVD 88     -      1134.903  (meters)    3723.43   (feet)  ADJUSTED  
 PA0018  ___________________________________________________________________
 PA0018  GEOID HEIGHT-         -18.43  (meters)                     GEOID03
 PA0018  DYNAMIC HT  -        1134.411 (meters)    3721.81  (feet)  COMP
 PA0018  MODELED GRAV-     980,146.9   (mgal)                       NAVD 88
 PA0018
 PA0018  VERT ORDER  -  FIRST     CLASS II
 PA0018
 PA0018.The horizontal coordinates were scaled from a topographic map and have
 PA0018.an estimated accuracy of +/- 6 seconds.
 PA0018
 PA0018.The orthometric height was determined by differential leveling
 PA0018.and adjusted in June 1991.
 PA0018
 PA0018.The geoid height was determined by GEOID03.
 PA0018
 PA0018.The dynamic height is computed by dividing the NAVD 88
 PA0018.geopotential number by the normal gravity value computed on the
 PA0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0018.degrees latitude (g = 980.6199 gals.).
 PA0018
 PA0018.The modeled gravity was interpolated from observed gravity values.
 PA0018
 PA0018;                    North         East    Units  Estimated Accuracy
 PA0018;SPC OR S     -   233,700.    1,667,790.      MT  (+/- 180 meters Scaled)
 PA0018
 PA0018                          SUPERSEDED SURVEY CONTROL
 PA0018
 PA0018  NGVD 29 (??/??/92) 1133.776  (m)         3719.73   (f) ADJ UNCH    1 2
 PA0018
 PA0018.Superseded values are not recommended for survey control.
 PA0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0018.See file dsdata.txt to determine how the superseded data were derived.
 PA0018
 PA0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ859452(NAD 83)
 PA0018_MARKER: DD = SURVEY DISK
 PA0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PA0018_STAMPING: DJ 313 1934
 PA0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0018+STABILITY: SURFACE MOTION
 PA0018
 PA0018  HISTORY     - Date     Condition        Report By
 PA0018  HISTORY     - 1934     MONUMENTED       ORDT
 PA0018  HISTORY     - 1943     GOOD             NGS
 PA0018  HISTORY     - 1968     MARK NOT FOUND   NGS
 PA0018
 PA0018                          STATION DESCRIPTION
 PA0018
 PA0018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PA0018'20.1 MI W FROM JUNTURA.
 PA0018'ALONG U.S. HIGHWAY 20, 20.1 MILES WEST OF JUNTURA AND 38.05 MILES EAST
 PA0018'OF THE POST OFFICE AT BURNS, 0.25 MILE WEST FROM MILE POST 170, 34
 PA0018'FEET SOUTH OF HIGHWAY CENTER LINE, 6 FEET SOUTH OF THE NORTH EDGE OF A
 PA0018'ELEVEN FOOT CUT SLOPE, AND 2 FEET NORTH OF A REFERENCE POST.
 PA0018
 PA0018                          STATION RECOVERY (1968)
 PA0018
 PA0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 PA0018'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1819 ***********************************************************************
 QD1819  DESIGNATION -  DL 010
 QD1819  PID         -  QD1819
 QD1819  STATE/COUNTY-  OR/DESCHUTES
 QD1819  USGS QUAD   -  BEND (1981)
 QD1819
 QD1819                         *CURRENT SURVEY CONTROL
 QD1819  ___________________________________________________________________
 QD1819* NAD 83(1991)-  44 06 47.02946(N)    121 15 13.41909(W)     ADJUSTED  
 QD1819* NAVD 88     -      1034.9    (meters)    3395.     (feet)  VERTCON   
 QD1819  ___________________________________________________________________
 QD1819  LAPLACE CORR-           1.91  (seconds)                    DEFLEC99
 QD1819  GEOID HEIGHT-         -21.03  (meters)                     GEOID03
 QD1819  HORZ ORDER  -  SECOND
 QD1819
 QD1819.The horizontal coordinates were established by classical geodetic methods
 QD1819.and adjusted by the National Geodetic Survey in October 1991.
 QD1819
 QD1819.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1819.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1819
 QD1819.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1819
 QD1819.The geoid height was determined by GEOID03.
 QD1819
 QD1819;                    North         East     Units Scale Factor Converg.
 QD1819;SPC OR S     -   272,038.293 1,439,660.267   MT  1.00003070   -0 30 56.4
 QD1819;SPC OR S     -   892,514.08  4,723,294.84   iFT  1.00003070   -0 30 56.4
 QD1819;UTM  10      - 4,885,913.248   639,740.402   MT  0.99984017   +1 12 56.6
 QD1819
 QD1819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1819!SPC OR S     -   0.99984104  x   1.00003070  =   0.99987174
 QD1819!UTM  10      -   0.99984104  x   0.99984017  =   0.99968124
 QD1819
 QD1819                          SUPERSEDED SURVEY CONTROL
 QD1819
 QD1819  NAD 83(1986)-  44 06 47.03562(N)    121 15 13.42231(W) AD(       ) 2
 QD1819  NGVD 29 (11/30/89) 1033.8    (m)         3392.     (f) VERT ANG    3  
 QD1819
 QD1819.Superseded values are not recommended for survey control.
 QD1819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1819.See file dsdata.txt to determine how the superseded data were derived.
 QD1819
 QD1819_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP3974085913(NAD 83)
 QD1819_MARKER: DD = SURVEY DISK
 QD1819_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QD1819_SP_SET: METAL PIPE AND CONCRETE SURROUND
 QD1819_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QD1819_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD1819
 QD1819  HISTORY     - Date     Condition        Report By
 QD1819  HISTORY     - 1980     MONUMENTED       JKPLS
 QD1819
 QD1819                          STATION DESCRIPTION
 QD1819
 QD1819'DESCRIBED BY JEFF KERN PROFESSIONAL LAND SURVEYOR 1980 (JAK)
 QD1819'THE STATION IS ABOUT 11.4 MILES NORTH OF BEND ON THE WEST SIDE OF
 QD1819'DESCHUTES MARKET ROAD
 QD1819'
 QD1819'TO REACH THE STATION FROM THE COURTHOUSE IN BEND, GO EAST ON GREENWOOD
 QD1819'AVENUE AND HIGHWAY 20 FOR 0.4 MILES TO THE JUNCTION WITH HIGHWAY
 QD1819'97.  TURN LEFT AND GO NORTH ON HIGHWAY 97 FOR 7.2 MILES TO THE
 QD1819'JUNCTION WITH DESCHUTES MARKET ROAD.  TURN RIGHT AND GO EAST ON
 QD1819'DESCHUTES MARKET ROAD FOR 3.8 MILES TO THE STATION.
 QD1819'
 QD1819'STATION IS A STANDARD DESCHUTES COUNTY DISK STAMPED---DL-010 1980---.
 QD1819'THE DISK IS SET IN 4 INCH WATER PIPE SURROUNDED BY CONCRETE WHICH
 QD1819'IS FLUSH WITH THE GROUND.  IT IS 3.5 FEET WEST OF THE EDGE OF
 QD1819'PAVEMENT, AND 79 FEET FROM FENCE CORNER, AND 54 FEET FROM POWER
 QD1819'POLE WITH NO NUMBER ON EAST SIDE OF DESCHUTES MARKET ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1820 ***********************************************************************
 QD1820  DESIGNATION -  DL 020
 QD1820  PID         -  QD1820
 QD1820  STATE/COUNTY-  OR/DESCHUTES
 QD1820  USGS QUAD   -  BEND (1981)
 QD1820
 QD1820                         *CURRENT SURVEY CONTROL
 QD1820  ___________________________________________________________________
 QD1820* NAD 83(1991)-  44 07 05.28312(N)    121 15 12.95244(W)     ADJUSTED  
 QD1820* NAVD 88     -      1030.2    (meters)    3380.     (feet)  VERTCON   
 QD1820  ___________________________________________________________________
 QD1820  LAPLACE CORR-           1.99  (seconds)                    DEFLEC99
 QD1820  GEOID HEIGHT-         -21.04  (meters)                     GEOID03
 QD1820  HORZ ORDER  -  SECOND
 QD1820
 QD1820.The horizontal coordinates were established by classical geodetic methods
 QD1820.and adjusted by the National Geodetic Survey in October 1991.
 QD1820
 QD1820.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1820.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1820
 QD1820.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1820
 QD1820.The geoid height was determined by GEOID03.
 QD1820
 QD1820;                    North         East     Units Scale Factor Converg.
 QD1820;SPC OR S     -   272,601.596 1,439,675.713   MT  1.00003217   -0 30 56.1
 QD1820;SPC OR S     -   894,362.19  4,723,345.52   iFT  1.00003217   -0 30 56.1
 QD1820;UTM  10      - 4,886,476.653   639,738.822   MT  0.99984016   +1 12 57.4
 QD1820
 QD1820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1820!SPC OR S     -   0.99984178  x   1.00003217  =   0.99987394
 QD1820!UTM  10      -   0.99984178  x   0.99984016  =   0.99968197
 QD1820
 QD1820                          SUPERSEDED SURVEY CONTROL
 QD1820
 QD1820  NAD 83(1986)-  44 07 05.28937(N)    121 15 12.95577(W) AD(       ) 2
 QD1820  NGVD 29 (11/30/89) 1029.1    (m)         3376.     (f) VERT ANG    3  
 QD1820
 QD1820.Superseded values are not recommended for survey control.
 QD1820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1820.See file dsdata.txt to determine how the superseded data were derived.
 QD1820
 QD1820_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP3973986477(NAD 83)
 QD1820_MARKER: DD = SURVEY DISK
 QD1820_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 QD1820_SP_SET: OBJECT IMBEDDED IN GROUND
 QD1820_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QD1820_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD1820
 QD1820  HISTORY     - Date     Condition        Report By
 QD1820  HISTORY     - 1980     MONUMENTED       JKPLS
 QD1820
 QD1820                          STATION DESCRIPTION
 QD1820
 QD1820'DESCRIBED BY JEFF KERN PROFESSIONAL LAND SURVEYOR 1980 (JAK)
 QD1820'THE STATION IS ABOUT 10.6 MILES NORTH OF BEND IN THE NORTH BOUND
 QD1820'DRIVING LANE OF DESCHUTES MARKET ROAD.
 QD1820'
 QD1820'TO REACH THE STATION FROM THE COURTHOUSE IN BEND, GO EAST ON GREENWOOD
 QD1820'AVENUE AND HIGHWAY 20 FOR 0.4 MILES TO THE JUNCTION WITH HIGHWAY 97.
 QD1820'TURN LEFT AND GO NORTH ON HIGHWAY 97 FOR 7.2 MILES, TO THE JUNCTION
 QD1820'WITH DESCHUTES MARKET ROAD. TURN RIGHT AND GO EAST ON DESCHUTES MARKET
 QD1820'ROAD FOR 3.0 MILES TO THE STATION.
 QD1820'
 QD1820'STATION IS A STANDARD DESCHUTES COUNTY DISK STAMPED---DL-020 1980---.
 QD1820'THE DISK IS SET IN A MONUMENT BOX IN THE NORTH BOUND DRIVING LANE.
 QD1820'17 FEET WEST OF POWER POLE WITH NO NUMBER, 5 FEET FROM EAST EDGE OF
 QD1820'PAVEMENT TOWARDS THE CENTERLINE OF DESCHUTES MARKET ROAD, AND 41 FEET
 QD1820'SOUTH OF A DRIVEWAY ON THE WEST SIDE OF DESCHUTES MARKET ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1821 ***********************************************************************
 QD1821  DESIGNATION -  DL 030
 QD1821  PID         -  QD1821
 QD1821  STATE/COUNTY-  OR/DESCHUTES
 QD1821  USGS QUAD   -  BEND (1981)
 QD1821
 QD1821                         *CURRENT SURVEY CONTROL
 QD1821  ___________________________________________________________________
 QD1821* NAD 83(1991)-  44 07 27.74497(N)    121 15 11.56516(W)     ADJUSTED  
 QD1821* NAVD 88     -      1025.0    (meters)    3363.     (feet)  VERTCON   
 QD1821  ___________________________________________________________________
 QD1821  LAPLACE CORR-           2.08  (seconds)                    DEFLEC99
 QD1821  GEOID HEIGHT-         -21.05  (meters)                     GEOID03
 QD1821  HORZ ORDER  -  SECOND
 QD1821
 QD1821.The horizontal coordinates were established by classical geodetic methods
 QD1821.and adjusted by the National Geodetic Survey in October 1991.
 QD1821
 QD1821.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1821.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1821
 QD1821.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1821
 QD1821.The geoid height was determined by GEOID03.
 QD1821
 QD1821;                    North         East     Units Scale Factor Converg.
 QD1821;SPC OR S     -   273,294.602 1,439,712.795   MT  1.00003399   -0 30 55.1
 QD1821;SPC OR S     -   896,635.83  4,723,467.18   iFT  1.00003399   -0 30 55.1
 QD1821;UTM  10      - 4,887,170.329   639,754.943   MT  0.99984022   +1 12 58.8
 QD1821
 QD1821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1821!SPC OR S     -   0.99984260  x   1.00003399  =   0.99987658
 QD1821!UTM  10      -   0.99984260  x   0.99984022  =   0.99968284
 QD1821
 QD1821                          SUPERSEDED SURVEY CONTROL
 QD1821
 QD1821  NAD 83(1986)-  44 07 27.75131(N)    121 15 11.56867(W) AD(       ) 2
 QD1821  NGVD 29 (11/30/89) 1023.9    (m)         3359.     (f) VERT ANG    3  
 QD1821
 QD1821.Superseded values are not recommended for survey control.
 QD1821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1821.See file dsdata.txt to determine how the superseded data were derived.
 QD1821
 QD1821_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP3975587170(NAD 83)
 QD1821_MARKER: DD = SURVEY DISK
 QD1821_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 QD1821_SP_SET: OBJECT IMBEDDED IN GROUND
 QD1821_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QD1821_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD1821
 QD1821  HISTORY     - Date     Condition        Report By
 QD1821  HISTORY     - 1980     MONUMENTED       JKPLS
 QD1821
 QD1821                          STATION DESCRIPTION
 QD1821
 QD1821'DESCRIBED BY JEFF KERN PROFESSIONAL LAND SURVEYOR 1980 (JAK)
 QD1821'THE STATION IS ABOUT 10.1 MILES NORTH OF BEND ON THE EAST SIDE OF
 QD1821'DESCHUTES MARKET ROAD.
 QD1821'
 QD1821'TO REACH THE STATION FROM THE COURTHOUSE IN BEND, GO EAST ON GREENWOOD
 QD1821'AVENUE AND HIGHWAY 20 FOR 0.4 MILES TO THE JUNCTION WITH HIGHWAY 97.
 QD1821'TURN LEFT AND GO NORTH ON HIGHWAY 97 FOR 7.2 MILES, TO THE JUNCTION
 QD1821'WITH DESCHUTES MARKET ROAD. TURN RIGHT AND GO EAST ON DESCHUTES MARKET
 QD1821'ROAD FOR 2.5 MILES TO THE STATION.
 QD1821'
 QD1821'STATION IS A STANDARD DESCHUTES COUNTY DISK STAMPED---DL-030 1980---.
 QD1821'THE DISK IS SET IN A MONUMENT BOX IN PAVEMENT ON EAST EDGE OF
 QD1821'DESCHUTES MARKET ROAD, 9.5 FEET WEST OF 18 INCH JUNIPER, 198 FEET
 QD1821'NORTH OF POWER POLE NUMBER 150, 250 FEET SOUTHEAST OF LOW FREQUENCY
 QD1821'ANTENNA.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1822 ***********************************************************************
 QD1822  DESIGNATION -  DL 040
 QD1822  PID         -  QD1822
 QD1822  STATE/COUNTY-  OR/DESCHUTES
 QD1822  USGS QUAD   -  TUMALO (1962)
 QD1822
 QD1822                         *CURRENT SURVEY CONTROL
 QD1822  ___________________________________________________________________
 QD1822* NAD 83(1991)-  44 07 29.70939(N)    121 15 31.28458(W)     ADJUSTED  
 QD1822* NAVD 88     -      1022.7    (meters)    3355.     (feet)  VERTCON   
 QD1822  ___________________________________________________________________
 QD1822  LAPLACE CORR-           1.96  (seconds)                    DEFLEC99
 QD1822  GEOID HEIGHT-         -21.06  (meters)                     GEOID03
 QD1822  HORZ ORDER  -  SECOND
 QD1822
 QD1822.The horizontal coordinates were established by classical geodetic methods
 QD1822.and adjusted by the National Geodetic Survey in October 1991.
 QD1822
 QD1822.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1822.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1822
 QD1822.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1822
 QD1822.The geoid height was determined by GEOID03.
 QD1822
 QD1822;                    North         East     Units Scale Factor Converg.
 QD1822;SPC OR S     -   273,359.192 1,439,274.927   MT  1.00003415   -0 31 08.6
 QD1822;SPC OR S     -   896,847.74  4,722,030.60   iFT  1.00003415   -0 31 08.6
 QD1822;UTM  10      - 4,887,221.648   639,315.409   MT  0.99983871   +1 12 45.1
 QD1822
 QD1822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1822!SPC OR S     -   0.99984296  x   1.00003415  =   0.99987711
 QD1822!UTM  10      -   0.99984296  x   0.99983871  =   0.99968170
 QD1822
 QD1822                          SUPERSEDED SURVEY CONTROL
 QD1822
 QD1822  NAD 83(1986)-  44 07 29.71567(N)    121 15 31.28814(W) AD(       ) 2
 QD1822  NGVD 29 (11/30/89) 1021.6    (m)         3352.     (f) VERT ANG    3  
 QD1822
 QD1822.Superseded values are not recommended for survey control.
 QD1822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1822.See file dsdata.txt to determine how the superseded data were derived.
 QD1822
 QD1822_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP3931587222(NAD 83)
 QD1822_MARKER: DD = SURVEY DISK
 QD1822_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 QD1822_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 QD1822_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QD1822_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD1822
 QD1822  HISTORY     - Date     Condition        Report By
 QD1822  HISTORY     - 1980     MONUMENTED       JKPLS
 QD1822
 QD1822                          STATION DESCRIPTION
 QD1822
 QD1822'DESCRIBED BY JEFF KERN PROFESSIONAL LAND SURVEYOR 1980 (JAK)
 QD1822'THE STATION IS ABOUT 10.4 MILES NORTH OF BEND ON THE EAST SIDE OF
 QD1822'DIRT ROAD.
 QD1822'
 QD1822'TO REACH THE STATION FROM THE COURTHOUSE IN BEND, GO EAST ON GREENWOOD
 QD1822'AVENUE AND HIGHWAY 20 FOR 0.4 MILES, TO THE JUNCTION WITH HIGHWAY 97.
 QD1822'TURN LEFT AND GO NORTH ON HIGHWAY 97 FOR 7.2 MILES TO THE JUNCTION
 QD1822'WITH DESCHUTES MARKET ROAD. TURN RIGHT AND GO EAST ON DESCHUTES MARKET
 QD1822'ROAD FOR 2.1 MILES TO THE JUNCTION WITH A DIRT ROAD ON THE WEST. TURN
 QD1822'RIGHT AND GO WEST ON THE DIRT ROAD AND KEEPING TO THE LEFT FOR 0.7
 QD1822'MILES AND STOP AT A 26 INCH BLAZED JUNIPER. HIKE TO THE EAST, CROSSING
 QD1822'AN IRRIGATION CANAL FOR APPROXIMATELY 160 FEET TO A BARBED WIRE FENCE
 QD1822'RUNNING NORTH AND SOUTH, AND THE STATION.
 QD1822'
 QD1822'STATION IS A STANDARD DESCHUTES COUNTY DISK STAMPED---DL-040 1980---.
 QD1822'THE DISK IS SET IN CONCRETE FLUSH WITH THE GROUND. 2 FEET WEST OF
 QD1822'BARBED WIRE FENCE, 160 FEET EAST OF IRRIGATION CANAL AND DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1823 ***********************************************************************
 QD1823  DESIGNATION -  DL 050
 QD1823  PID         -  QD1823
 QD1823  STATE/COUNTY-  OR/DESCHUTES
 QD1823  USGS QUAD   -  TUMALO (1962)
 QD1823
 QD1823                         *CURRENT SURVEY CONTROL
 QD1823  ___________________________________________________________________
 QD1823* NAD 83(1991)-  44 07 38.01026(N)    121 15 12.89188(W)     ADJUSTED  
 QD1823* NAVD 88     -      1016.6    (meters)    3335.     (feet)  VERTCON   
 QD1823  ___________________________________________________________________
 QD1823  LAPLACE CORR-           2.11  (seconds)                    DEFLEC99
 QD1823  GEOID HEIGHT-         -21.06  (meters)                     GEOID03
 QD1823  HORZ ORDER  -  SECOND
 QD1823
 QD1823.The horizontal coordinates were established by classical geodetic methods
 QD1823.and adjusted by the National Geodetic Survey in October 1991.
 QD1823
 QD1823.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1823.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1823
 QD1823.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1823
 QD1823.The geoid height was determined by GEOID03.
 QD1823
 QD1823;                    North         East     Units Scale Factor Converg.
 QD1823;SPC OR S     -   273,611.706 1,439,686.149   MT  1.00003483   -0 30 56.0
 QD1823;SPC OR S     -   897,676.20  4,723,379.75   iFT  1.00003483   -0 30 56.0
 QD1823;UTM  10      - 4,887,486.422   639,718.734   MT  0.99984009   +1 12 58.1
 QD1823
 QD1823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1823!SPC OR S     -   0.99984393  x   1.00003483  =   0.99987875
 QD1823!UTM  10      -   0.99984393  x   0.99984009  =   0.99968404
 QD1823
 QD1823                          SUPERSEDED SURVEY CONTROL
 QD1823
 QD1823  NAD 83(1986)-  44 07 38.01669(N)    121 15 12.89553(W) AD(       ) 2
 QD1823  NGVD 29 (11/30/89) 1015.4    (m)         3331.     (f) VERT ANG    3  
 QD1823
 QD1823.Superseded values are not recommended for survey control.
 QD1823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1823.See file dsdata.txt to determine how the superseded data were derived.
 QD1823
 QD1823_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP3971987486(NAD 83)
 QD1823_MARKER: DD = SURVEY DISK
 QD1823_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 QD1823_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 QD1823_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QD1823_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD1823
 QD1823  HISTORY     - Date     Condition        Report By
 QD1823  HISTORY     - 1980     MONUMENTED       JKPLS
 QD1823
 QD1823                          STATION DESCRIPTION
 QD1823
 QD1823'DESCRIBED BY JEFF KERN PROFESSIONAL LAND SURVEYOR 1980 (JAK)
 QD1823'THE STATION IS ABOUT 9.9 MILES NORTH OF BEND ON THE EAST SIDE OF
 QD1823'DESCHUTES MARKET ROAD.
 QD1823'
 QD1823'TO REACH THE STATION FROM THE COURTHOUSE IN BEND, GO EAST ON GREENWOOD
 QD1823'AVENUE AND HIGHWAY 20 FOR 0.4 MILES, TO THE JUNCTION WITH HIGHWAY 97.
 QD1823'TURN LEFT AND GO NORTH ON HIGHWAY 97 FOR 7.2 MILES, TO THE JUNCTION
 QD1823'WITH DESCHUTES MARKET ROAD. TURN RIGHT AND GO EAST ON DESCHUTES MARKET
 QD1823'ROAD FOR 2.3 MILES TO THE STATION.
 QD1823'
 QD1823'STATION IS A STANDARD DESCHUTES COUNTY DISK STAMPED---DL-050 1980---.
 QD1823'THE DISK IS SET IN CONCRETE FLUSH WITH THE GROUND, 8 FEET EAST OF EDGE
 QD1823'OF PAVEMENT ON DESCHUTES MARKET ROAD, 9 FEET NORTH OF SCURLOCK DRIVE
 QD1823'WAY. APPROXIMATELY 300 FEET SOUTH OF MILE POST 3.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1824 ***********************************************************************
 QD1824  DESIGNATION -  DL 060
 QD1824  PID         -  QD1824
 QD1824  STATE/COUNTY-  OR/DESCHUTES
 QD1824  USGS QUAD   -  TUMALO (1962)
 QD1824
 QD1824                         *CURRENT SURVEY CONTROL
 QD1824  ___________________________________________________________________
 QD1824* NAD 83(1991)-  44 07 51.83960(N)    121 15 16.51085(W)     ADJUSTED  
 QD1824* NAVD 88     -      1011.5    (meters)    3319.     (feet)  VERTCON   
 QD1824  ___________________________________________________________________
 QD1824  LAPLACE CORR-           2.14  (seconds)                    DEFLEC99
 QD1824  GEOID HEIGHT-         -21.07  (meters)                     GEOID03
 QD1824  HORZ ORDER  -  SECOND
 QD1824
 QD1824.The horizontal coordinates were established by classical geodetic methods
 QD1824.and adjusted by the National Geodetic Survey in October 1991.
 QD1824
 QD1824.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1824.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1824
 QD1824.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1824
 QD1824.The geoid height was determined by GEOID03.
 QD1824
 QD1824;                    North         East     Units Scale Factor Converg.
 QD1824;SPC OR S     -   274,039.274 1,439,609.540   MT  1.00003596   -0 30 58.5
 QD1824;SPC OR S     -   899,078.98  4,723,128.41   iFT  1.00003596   -0 30 58.5
 QD1824;UTM  10      - 4,887,911.396   639,629.256   MT  0.99983978   +1 12 55.9
 QD1824
 QD1824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1824!SPC OR S     -   0.99984472  x   1.00003596  =   0.99988067
 QD1824!UTM  10      -   0.99984472  x   0.99983978  =   0.99968452
 QD1824
 QD1824                          SUPERSEDED SURVEY CONTROL
 QD1824
 QD1824  NAD 83(1986)-  44 07 51.84610(N)    121 15 16.51471(W) AD(       ) 2
 QD1824  NGVD 29 (11/30/89) 1010.4    (m)         3315.     (f) VERT ANG    3  
 QD1824
 QD1824.Superseded values are not recommended for survey control.
 QD1824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1824.See file dsdata.txt to determine how the superseded data were derived.
 QD1824
 QD1824_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP3962987911(NAD 83)
 QD1824_MARKER: DD = SURVEY DISK
 QD1824_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QD1824_SP_SET: METAL PIPE IMBEDDED IN GROUND
 QD1824_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QD1824_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD1824
 QD1824  HISTORY     - Date     Condition        Report By
 QD1824  HISTORY     - 1980     MONUMENTED       JKPLS
 QD1824
 QD1824                          STATION DESCRIPTION
 QD1824
 QD1824'DESCRIBED BY JEFF KERN PROFESSIONAL LAND SURVEYOR 1980 (JAK)
 QD1824'THE STATION IS ABOUT 9.7 MILES NORTH OF BEND ON THE SOUTH SIDE OF A
 QD1824'DIRT ROAD.
 QD1824'
 QD1824'TO REACH THE STATION FROM THE COURTHOUSE IN BEND, GO EAST ON GREENWOOD
 QD1824'AVENUE AND HIGHWAY 20 FOR 0.4 MILES, TO THE JUNCTION WITH HIGHWAY 97.
 QD1824'TURN LEFT AND GO NORTH ON HWY. 97 FOR 7.2 MILES TO THE JUNCTION WITH
 QD1824'DESCHUTES MARKET ROAD. TURN RIGHT AND GO EAST ON DESCHUTES MARKET ROAD
 QD1824'2.1 MILES TO THE JUNCTION WITH A DIRT ROAD ON THE WEST. TURN RIGHT
 QD1824'AND GO WEST ON THE DIRT ROAD FOR APPROXIMATELY 300 FEET, HIKE 30 FEET
 QD1824'TO THE SOUTH TO A GROUP OF 6 TO 12 INCH JUNIPERS AND THE STATION.
 QD1824'
 QD1824'STATION IS A STANDARD DESCHUTES COUNTY DISK STAMPED---DL-060 1980---.
 QD1824'THE DISK IS SET IN A 4 INCH WATER PIPE, 2 INCHES ABOVE GROUND, 21 FEET
 QD1824'NORTH OF BARBED WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1825 ***********************************************************************
 QD1825  DESIGNATION -  DL 070
 QD1825  PID         -  QD1825
 QD1825  STATE/COUNTY-  OR/DESCHUTES
 QD1825  USGS QUAD   -  TUMALO (1962)
 QD1825
 QD1825                         *CURRENT SURVEY CONTROL
 QD1825  ___________________________________________________________________
 QD1825* NAD 83(1991)-  44 08 08.29243(N)    121 15 13.45273(W)     ADJUSTED  
 QD1825* NAVD 88     -      1013.1    (meters)    3324.     (feet)  VERTCON   
 QD1825  ___________________________________________________________________
 QD1825  LAPLACE CORR-           2.20  (seconds)                    DEFLEC99
 QD1825  GEOID HEIGHT-         -21.08  (meters)                     GEOID03
 QD1825  HORZ ORDER  -  SECOND
 QD1825
 QD1825.The horizontal coordinates were established by classical geodetic methods
 QD1825.and adjusted by the National Geodetic Survey in October 1991.
 QD1825
 QD1825.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1825.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1825
 QD1825.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1825
 QD1825.The geoid height was determined by GEOID03.
 QD1825
 QD1825;                    North         East     Units Scale Factor Converg.
 QD1825;SPC OR S     -   274,546.480 1,439,682.093   MT  1.00003731   -0 30 56.4
 QD1825;SPC OR S     -   900,743.04  4,723,366.45   iFT  1.00003731   -0 30 56.4
 QD1825;UTM  10      - 4,888,420.463   639,686.436   MT  0.99983998   +1 12 58.4
 QD1825
 QD1825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1825!SPC OR S     -   0.99984447  x   1.00003731  =   0.99988177
 QD1825!UTM  10      -   0.99984447  x   0.99983998  =   0.99968448
 QD1825
 QD1825                          SUPERSEDED SURVEY CONTROL
 QD1825
 QD1825  NAD 83(1986)-  44 08 08.29902(N)    121 15 13.45675(W) AD(       ) 2
 QD1825  NGVD 29 (11/30/89) 1012.0    (m)         3320.     (f) VERT ANG    3  
 QD1825
 QD1825.Superseded values are not recommended for survey control.
 QD1825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1825.See file dsdata.txt to determine how the superseded data were derived.
 QD1825
 QD1825_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP3968688420(NAD 83)
 QD1825_MARKER: DD = SURVEY DISK
 QD1825_SETTING: 66 = SET IN ROCK OUTCROP
 QD1825_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 QD1825_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QD1825_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QD1825+STABILITY: POSITION/ELEVATION WELL
 QD1825
 QD1825  HISTORY     - Date     Condition        Report By
 QD1825  HISTORY     - 1980     MONUMENTED       JKPLS
 QD1825
 QD1825                          STATION DESCRIPTION
 QD1825
 QD1825'DESCRIBED BY JEFF KERN PROFESSIONAL LAND SURVEYOR 1980 (JAK)
 QD1825'THE STATION IS ABOUT 9.4 MILES NORTH OF BEND ON THE EAST SIDE OF
 QD1825'DESCHUTES MARKET ROAD.
 QD1825'
 QD1825'TO REACH THE STATION FROM THE COURTHOUSE IN BEND, GO EAST ON GREENWOOD
 QD1825'AVENUE AND HIGHWAY 20 FOR 0.4 MILES, TO THE JUNCTION WITH HIGHWAY 97.
 QD1825'TURN LEFT AND GO NORTH ON HIGHWAY 97 FOR 7.2 MILES TO THE JUNCTION
 QD1825'WITH DESCHUTES MARKET ROAD. TURN RIGHT AND GO EAST ON DESCHUTES MARKET
 QD1825'ROAD FOR 1.8 MILES TO THE STATION.
 QD1825'
 QD1825'STATION IS A STANDARD DESCHUTES COUNTY DISK STAMPED---DL-070 1980---.
 QD1825'THE DISK IS SET IN CONCRETE IN ROCK FLUSH WITH THE GROUND, AT THE TOP
 QD1825'OF A ROCK HILL, 60 FEET EAST OF DESCHUTES MARKET ROAD, 29 FEET WEST
 QD1825'OF BARBED WIRE FENCE RUNNING NORTH AND SOUTH, AND 250 FEET NORTHWEST
 QD1825'OF A RED BARN.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1826 ***********************************************************************
 QD1826  DESIGNATION -  DL 080
 QD1826  PID         -  QD1826
 QD1826  STATE/COUNTY-  OR/DESCHUTES
 QD1826  USGS QUAD   -  TUMALO (1962)
 QD1826
 QD1826                         *CURRENT SURVEY CONTROL
 QD1826  ___________________________________________________________________
 QD1826* NAD 83(1991)-  44 08 27.78582(N)    121 15 12.47758(W)     ADJUSTED  
 QD1826* NAVD 88     -      1012.9    (meters)    3323.     (feet)  VERTCON   
 QD1826  ___________________________________________________________________
 QD1826  LAPLACE CORR-           2.25  (seconds)                    DEFLEC99
 QD1826  GEOID HEIGHT-         -21.09  (meters)                     GEOID03
 QD1826  HORZ ORDER  -  SECOND
 QD1826
 QD1826.The horizontal coordinates were established by classical geodetic methods
 QD1826.and adjusted by the National Geodetic Survey in October 1991.
 QD1826
 QD1826.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1826.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1826
 QD1826.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1826
 QD1826.The geoid height was determined by GEOID03.
 QD1826
 QD1826;                    North         East     Units Scale Factor Converg.
 QD1826;SPC OR S     -   275,147.952 1,439,709.182   MT  1.00003891   -0 30 55.7
 QD1826;SPC OR S     -   902,716.38  4,723,455.32   iFT  1.00003891   -0 30 55.7
 QD1826;UTM  10      - 4,889,022.360   639,695.333   MT  0.99984001   +1 12 59.5
 QD1826
 QD1826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1826!SPC OR S     -   0.99984451  x   1.00003891  =   0.99988341
 QD1826!UTM  10      -   0.99984451  x   0.99984001  =   0.99968454
 QD1826
 QD1826                          SUPERSEDED SURVEY CONTROL
 QD1826
 QD1826  NAD 83(1986)-  44 08 27.79250(N)    121 15 12.48169(W) AD(       ) 2
 QD1826  NGVD 29 (11/30/89) 1011.7    (m)         3319.     (f) VERT ANG    3  
 QD1826
 QD1826.Superseded values are not recommended for survey control.
 QD1826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1826.See file dsdata.txt to determine how the superseded data were derived.
 QD1826
 QD1826_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP3969589022(NAD 83)
 QD1826_MARKER: DD = SURVEY DISK
 QD1826_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QD1826_SP_SET: METAL PIPE IMBEDDED IN GROUND
 QD1826_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QD1826_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD1826
 QD1826  HISTORY     - Date     Condition        Report By
 QD1826  HISTORY     - 1980     MONUMENTED       JKPLS
 QD1826
 QD1826                          STATION DESCRIPTION
 QD1826
 QD1826'DESCRIBED BY JEFF KERN PROFESSIONAL LAND SURVEYOR 1980 (JAK)
 QD1826'THE STATION IS ABOUT 9.1 MILES NORTH OF BEND ON THE EAST SIDE OF
 QD1826'DESCHUTES MARKET ROAD.
 QD1826'
 QD1826'TO REACH THE STATION FROM THE COURTHOUSE IN BEND, GO EAST ON GREENWOOD
 QD1826'AVENUE AND HIGHWAY 20 FOR 0.4 MILES, TO THE JUNCTION WITH HIGHWAY 97.
 QD1826'TURN LEFT AND GO NORTH ON HIGHWAY 97 FOR 7.2 MILES TO THE JUNCTION
 QD1826'WITH DESCHUTES MARKET ROAD. TURN RIGHT AND GO EAST FOR 1.5 MILES TO
 QD1826'THE STATION.
 QD1826'
 QD1826'STATION IS A STANDARD DESCHUTES COUNTY DISK STAMPED---DL-080 1980---.
 QD1826'THE DISK IS SET IN 4 INCH WATER PIPE IN CONCRETE FLUSH WITH THE GROUND
 QD1826'4 FEET EAST OF EDGE OF PAVEMENT, 500 FEET SOUTH OF MILE POST 4, AND
 QD1826'38 FEET EAST OF POWER POLE NUMBER 47.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1827 ***********************************************************************
 QD1827  DESIGNATION -  DL 090
 QD1827  PID         -  QD1827
 QD1827  STATE/COUNTY-  OR/DESCHUTES
 QD1827  USGS QUAD   -  TUMALO (1962)
 QD1827
 QD1827                         *CURRENT SURVEY CONTROL
 QD1827  ___________________________________________________________________
 QD1827* NAD 83(1991)-  44 08 50.21989(N)    121 15 17.70910(W)     ADJUSTED  
 QD1827* NAVD 88     -      1008.4    (meters)    3308.     (feet)  VERTCON   
 QD1827  ___________________________________________________________________
 QD1827  LAPLACE CORR-           2.26  (seconds)                    DEFLEC99
 QD1827  GEOID HEIGHT-         -21.10  (meters)                     GEOID03
 QD1827  HORZ ORDER  -  SECOND
 QD1827
 QD1827.The horizontal coordinates were established by classical geodetic methods
 QD1827.and adjusted by the National Geodetic Survey in October 1991.
 QD1827
 QD1827.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1827.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1827
 QD1827.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1827
 QD1827.The geoid height was determined by GEOID03.
 QD1827
 QD1827;                    North         East     Units Scale Factor Converg.
 QD1827;SPC OR S     -   275,841.433 1,439,599.145   MT  1.00004077   -0 30 59.3
 QD1827;SPC OR S     -   904,991.58  4,723,094.31   iFT  1.00004077   -0 30 59.3
 QD1827;UTM  10      - 4,889,712.060   639,564.411   MT  0.99983956   +1 12 56.4
 QD1827
 QD1827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1827!SPC OR S     -   0.99984521  x   1.00004077  =   0.99988597
 QD1827!UTM  10      -   0.99984521  x   0.99983956  =   0.99968479
 QD1827
 QD1827                          SUPERSEDED SURVEY CONTROL
 QD1827
 QD1827  NAD 83(1986)-  44 08 50.22667(N)    121 15 17.71314(W) AD(       ) 2
 QD1827  NGVD 29 (11/30/89) 1007.3    (m)         3305.     (f) VERT ANG    3  
 QD1827
 QD1827.Superseded values are not recommended for survey control.
 QD1827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1827.See file dsdata.txt to determine how the superseded data were derived.
 QD1827
 QD1827_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP3956489712(NAD 83)
 QD1827_MARKER: DD = SURVEY DISK
 QD1827_SETTING: 66 = SET IN ROCK OUTCROP
 QD1827_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 QD1827_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QD1827_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QD1827+STABILITY: POSITION/ELEVATION WELL
 QD1827
 QD1827  HISTORY     - Date     Condition        Report By
 QD1827  HISTORY     - 1980     MONUMENTED       JKPLS
 QD1827
 QD1827                          STATION DESCRIPTION
 QD1827
 QD1827'DESCRIBED BY JEFF KERN PROFESSIONAL LAND SURVEYOR 1980 (JAK)
 QD1827'THE STATION IS ABOUT 8.7 MILES NORTH OF BEND ON THE WEST SIDE OF
 QD1827'DESCHUTES MARKET ROAD.
 QD1827'
 QD1827'TO REACH THE STATION FROM THE COURTHOUSE IN BEND, GO EAST ON GREENWOOD
 QD1827'AVENUE AND HIGHWAY 20 FOR 0.4 MILES, TO THE JUNCTION WITH HIGHWAY 97.
 QD1827'TURN LEFT AND GO NORTH ON HIGHWAY 97 FOR 7.2 MILES TO THE JUNCTION
 QD1827'WITH DESCHUTES MARKET ROAD. TURN RIGHT AND GO EAST FOR 1.1 MILES TO
 QD1827'DRIVEWAY ON WEST SIDE OF DESCHUTES MARKET ROAD. THEN HIKE 380 FEET TO
 QD1827'POWER POLE LINE, TURN NORTH ON POWER POLE LINE AND HIKE 330 FEET TO
 QD1827'TOP OF RIDGE AND THE FIRST POWER POLE AND THE STATION.
 QD1827'
 QD1827'STATION IS A STANDARD DESCHUTES COUNTY DISK STAMPED---DL-090 1980---.
 QD1827'THE DISK IS SET IN CONCRETE IN ROCK FLUSH WITH THE GROUND, 6 FEET
 QD1827'SOUTH OF POWER POLE WITH NO NUMBER, ON THE TOP OF ROCK RIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1828 ***********************************************************************
 QD1828  DESIGNATION -  DL 100
 QD1828  PID         -  QD1828
 QD1828  STATE/COUNTY-  OR/DESCHUTES
 QD1828  USGS QUAD   -  TUMALO (1962)
 QD1828
 QD1828                         *CURRENT SURVEY CONTROL
 QD1828  ___________________________________________________________________
 QD1828* NAD 83(1991)-  44 09 03.53766(N)    121 15 17.09573(W)     ADJUSTED  
 QD1828* NAVD 88     -      1002.6    (meters)    3289.     (feet)  VERTCON   
 QD1828  ___________________________________________________________________
 QD1828  LAPLACE CORR-           2.28  (seconds)                    DEFLEC99
 QD1828  GEOID HEIGHT-         -21.11  (meters)                     GEOID03
 QD1828  HORZ ORDER  -  SECOND
 QD1828
 QD1828.The horizontal coordinates were established by classical geodetic methods
 QD1828.and adjusted by the National Geodetic Survey in October 1991.
 QD1828
 QD1828.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1828.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1828
 QD1828.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1828
 QD1828.The geoid height was determined by GEOID03.
 QD1828
 QD1828;                    North         East     Units Scale Factor Converg.
 QD1828;SPC OR S     -   276,252.368 1,439,616.482   MT  1.00004188   -0 30 58.9
 QD1828;SPC OR S     -   906,339.79  4,723,151.19   iFT  1.00004188   -0 30 58.9
 QD1828;UTM  10      - 4,890,123.248   639,569.317   MT  0.99983958   +1 12 57.1
 QD1828
 QD1828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1828!SPC OR S     -   0.99984613  x   1.00004188  =   0.99988800
 QD1828!UTM  10      -   0.99984613  x   0.99983958  =   0.99968573
 QD1828
 QD1828                          SUPERSEDED SURVEY CONTROL
 QD1828
 QD1828  NAD 83(1986)-  44 09 03.54451(N)    121 15 17.09958(W) AD(       ) 2
 QD1828  NGVD 29 (11/30/89) 1001.4    (m)         3285.     (f) VERT ANG    3  
 QD1828
 QD1828.Superseded values are not recommended for survey control.
 QD1828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1828.See file dsdata.txt to determine how the superseded data were derived.
 QD1828
 QD1828_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP3956990123(NAD 83)
 QD1828_MARKER: DD = SURVEY DISK
 QD1828_SETTING: 66 = SET IN ROCK OUTCROP
 QD1828_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 QD1828_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QD1828_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QD1828+STABILITY: POSITION/ELEVATION WELL
 QD1828
 QD1828  HISTORY     - Date     Condition        Report By
 QD1828  HISTORY     - 1980     MONUMENTED       JKPLS
 QD1828
 QD1828                          STATION DESCRIPTION
 QD1828
 QD1828'DESCRIBED BY JEFF KERN PROFESSIONAL LAND SURVEYOR 1980 (JAK)
 QD1828'THE STATION IS ABOUT 8.3 MILES NORTH OF BEND ON THE WEST SIDE OF
 QD1828'DESCHUTES MARKET ROAD.
 QD1828'
 QD1828'TO REACH THE STATION FROM THE COURTHOUSE IN BEND, GO EAST ON GREENWOOD
 QD1828'AVENUE AND HIGHWAY 20 FOR 0.4 MILES TO THE JUNCTION WITH HIGHWAY 97.
 QD1828'TURN LEFT AND GO NORTH ON HIGHWAY 97 FOR 7.2 MILES TO THE JUNCTION
 QD1828'WITH DESCHUTES MARKET ROAD. TURN RIGHT AND GO EAST FOR 0.7 MILES TO
 QD1828'A DIRT ROAD TO THE WEST. TURN WEST ON DIRT ROAD AND GO 75 FEET AND
 QD1828'HIKE 300 FEET TO THE INTERSECTION OF POWER LINE AND BARBED WIRE FENCE,
 QD1828'TURN SOUTH AND HIKE 300 FEET SOUTH ALONG POWER LINE TO THE FIRST POWER
 QD1828'POLE ON TOP OF SMALL ROCK OUTCROPPING, AND CONTINUE SOUTH 34 FEET OF
 QD1828'POWER POLE TO THE STATION.
 QD1828'
 QD1828'STATION IS A STANDARD DESCHUTES COUNTY DISK STAMPED---DL-100 1980---.
 QD1828'THE DISK IS SET IN CONCRETE IN ROCK FLUSH WITH THE GROUND, 34 FEET
 QD1828'SOUTH OF POWER POLE WITH NO NUMBER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1829 ***********************************************************************
 QD1829  DESIGNATION -  DL 110
 QD1829  PID         -  QD1829
 QD1829  STATE/COUNTY-  OR/DESCHUTES
 QD1829  USGS QUAD   -  TUMALO (1962)
 QD1829
 QD1829                         *CURRENT SURVEY CONTROL
 QD1829  ___________________________________________________________________
 QD1829* NAD 83(1991)-  44 09 16.76806(N)    121 15 15.93868(W)     ADJUSTED  
 QD1829* NAVD 88     -      1003.1    (meters)    3291.     (feet)  VERTCON   
 QD1829  ___________________________________________________________________
 QD1829  LAPLACE CORR-           2.28  (seconds)                    DEFLEC99
 QD1829  GEOID HEIGHT-         -21.11  (meters)                     GEOID03
 QD1829  HORZ ORDER  -  SECOND
 QD1829
 QD1829.The horizontal coordinates were established by classical geodetic methods
 QD1829.and adjusted by the National Geodetic Survey in October 1991.
 QD1829
 QD1829.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1829.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1829
 QD1829.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1829
 QD1829.The geoid height was determined by GEOID03.
 QD1829
 QD1829;                    North         East     Units Scale Factor Converg.
 QD1829;SPC OR S     -   276,660.497 1,439,645.874   MT  1.00004299   -0 30 58.1
 QD1829;SPC OR S     -   907,678.80  4,723,247.62   iFT  1.00004299   -0 30 58.1
 QD1829;UTM  10      - 4,890,531.997   639,586.355   MT  0.99983963   +1 12 58.2
 QD1829
 QD1829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1829!SPC OR S     -   0.99984605  x   1.00004299  =   0.99988903
 QD1829!UTM  10      -   0.99984605  x   0.99983963  =   0.99968570
 QD1829
 QD1829                          SUPERSEDED SURVEY CONTROL
 QD1829
 QD1829  NAD 83(1986)-  44 09 16.77496(N)    121 15 15.94218(W) AD(       ) 2
 QD1829  NGVD 29 (11/30/89) 1002.0    (m)         3287.     (f) VERT ANG    3  
 QD1829
 QD1829.Superseded values are not recommended for survey control.
 QD1829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1829.See file dsdata.txt to determine how the superseded data were derived.
 QD1829
 QD1829_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP3958690532(NAD 83)
 QD1829_MARKER: DD = SURVEY DISK
 QD1829_SETTING: 66 = SET IN ROCK OUTCROP
 QD1829_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 QD1829_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QD1829_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QD1829+STABILITY: POSITION/ELEVATION WELL
 QD1829
 QD1829  HISTORY     - Date     Condition        Report By
 QD1829  HISTORY     - 1980     MONUMENTED       JKPLS
 QD1829
 QD1829                          STATION DESCRIPTION
 QD1829
 QD1829'DESCRIBED BY JEFF KERN PROFESSIONAL LAND SURVEYOR 1980 (JAK)
 QD1829'THE STATION IS ABOUT 8.1 MILES NORTH OF BEND ON THE EAST SIDE OF
 QD1829'DESCHUTES MARKET ROAD.
 QD1829'
 QD1829'TO REACH THE STATION FROM THE COURTHOUSE IN BEND, GO EAST ON
 QD1829'GREENWOOD AVENUE AND HIGHWAY 20 FOR 0.4 MILES, TO THE JUNCTION
 QD1829'WITH HIGHWAY 97. TURN LEFT AND GO NORTH ON HIGHWAY 97 FOR 7.2
 QD1829'MILES, TO THE JUNCTION WITH DESCHUTES MARKET ROAD.  TURN RIGHT
 QD1829'AND GO EAST ON DESCHUTES MARKET ROAD FOR 0.5 MILES TO THE
 QD1829'STATION.
 QD1829'
 QD1829'STATION IS A STANDARD DESCHUTES COUNTY DISK STAMPED---DL-110 1980---.
 QD1829'THE DISK IS SET IN CONCRETE IN ROCK FLUSH WITH THE GROUND.  IT IS
 QD1829'9 FEET EAST OF THE EDGE OF PAVEMENT, 17 FEET SOUTH OF FENCE CORNER,
 QD1829'AND IN THE INTERSECTION OF POWER POLE LINE AND THE NORTH SIDE OF
 QD1829'THE ROAD RIGHT OF WAY LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1830 ***********************************************************************
 QD1830  DESIGNATION -  DL 120
 QD1830  PID         -  QD1830
 QD1830  STATE/COUNTY-  OR/DESCHUTES
 QD1830  USGS QUAD   -  TUMALO (1962)
 QD1830
 QD1830                         *CURRENT SURVEY CONTROL
 QD1830  ___________________________________________________________________
 QD1830* NAD 83(1991)-  44 09 36.15245(N)    121 15 56.76300(W)     ADJUSTED  
 QD1830* NAVD 88     -       993.7    (meters)    3260.     (feet)  VERTCON   
 QD1830  ___________________________________________________________________
 QD1830  LAPLACE CORR-           2.09  (seconds)                    DEFLEC99
 QD1830  GEOID HEIGHT-         -21.14  (meters)                     GEOID03
 QD1830  HORZ ORDER  -  SECOND
 QD1830
 QD1830.The horizontal coordinates were established by classical geodetic methods
 QD1830.and adjusted by the National Geodetic Survey in October 1991.
 QD1830
 QD1830.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1830.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1830
 QD1830.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1830
 QD1830.The geoid height was determined by GEOID03.
 QD1830
 QD1830;                    North         East     Units Scale Factor Converg.
 QD1830;SPC OR S     -   277,267.039 1,438,744.164   MT  1.00004462   -0 31 26.0
 QD1830;SPC OR S     -   909,668.76  4,720,289.25   iFT  1.00004462   -0 31 26.0
 QD1830;UTM  10      - 4,891,110.883   638,666.910   MT  0.99983649   +1 12 30.1
 QD1830
 QD1830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1830!SPC OR S     -   0.99984753  x   1.00004462  =   0.99989214
 QD1830!UTM  10      -   0.99984753  x   0.99983649  =   0.99968404
 QD1830
 QD1830                          SUPERSEDED SURVEY CONTROL
 QD1830
 QD1830  NAD 83(1986)-  44 09 36.16026(N)    121 15 56.76581(W) AD(       ) 2
 QD1830  NGVD 29 (11/30/89)  992.5    (m)         3256.     (f) VERT ANG    3  
 QD1830
 QD1830.Superseded values are not recommended for survey control.
 QD1830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1830.See file dsdata.txt to determine how the superseded data were derived.
 QD1830
 QD1830_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP3866791111(NAD 83)
 QD1830_MARKER: DD = SURVEY DISK
 QD1830_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QD1830_SP_SET: METAL PIPE IMBEDDED IN GROUND
 QD1830_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QD1830_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD1830
 QD1830  HISTORY     - Date     Condition        Report By
 QD1830  HISTORY     - 1980     MONUMENTED       JKPLS
 QD1830
 QD1830                          STATION DESCRIPTION
 QD1830
 QD1830'DESCRIBED BY JEFF KERN PROFESSIONAL LAND SURVEYOR 1980 (JAK)
 QD1830'THE STATION IS ABOUT 7.9 MILES NORTH OF BEND ON THE NORTH SIDE OF
 QD1830'DESCHUTES MARKET ROAD.
 QD1830'
 QD1830'TO REACH THE STATION FROM THE COURTHOUSE IN BEND, GO EAST ON GREENWOOD
 QD1830'AVENUE AND HIGHWAY 20 FOR 0.4 MILES, TO THE JUNCTION WITH HIGHWAY 97.
 QD1830'TURN LEFT AND GO NORTH ON HIGHWAY 97 FOR 7.2 MILES TO THE JUNCTION
 QD1830'WITH DESCHUTES MARKET ROAD.  TURN LEFT AND GO WEST ON DESCHUTES MARKET
 QD1830'ROAD FOR 0.3 MILE TO THE JUNCTION WITH 78TH STREET AND THE MONUMENT.
 QD1830'
 QD1830'STATION IS A STANDARD DESCHUTES COUNTY DISK STAMPED---DL 120 1980---.
 QD1830'THE DISK IS SET IN A 4 INCH WATER PIPE IN CONCRETE FLUSH WITH THE
 QD1830'GROUND.  THE MONUMENT IS AT THE NORTHEAST CORNER OF INTERSECTION OF
 QD1830'DESCHUTES MARKET ROAD AND 78TH STREET, 8 FEET NORTH OF EDGE OF
 QD1830'PAVEMENT, 12 FEET SOUTHEAST OF FENCE CORNER, 85 FEET NORTHEAST OF
 QD1830'POWER POLE NUMBER 278400.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1831 ***********************************************************************
 QD1831  DESIGNATION -  DL 130
 QD1831  PID         -  QD1831
 QD1831  STATE/COUNTY-  OR/DESCHUTES
 QD1831  USGS QUAD   -  TUMALO (1962)
 QD1831
 QD1831                         *CURRENT SURVEY CONTROL
 QD1831  ___________________________________________________________________
 QD1831* NAD 83(1991)-  44 09 35.80374(N)    121 16 34.96084(W)     ADJUSTED  
 QD1831* NAVD 88     -      1003.3    (meters)    3292.     (feet)  VERTCON   
 QD1831  ___________________________________________________________________
 QD1831  LAPLACE CORR-           2.05  (seconds)                    DEFLEC99
 QD1831  GEOID HEIGHT-         -21.14  (meters)                     GEOID03
 QD1831  HORZ ORDER  -  SECOND
 QD1831
 QD1831.The horizontal coordinates were established by classical geodetic methods
 QD1831.and adjusted by the National Geodetic Survey in October 1991.
 QD1831
 QD1831.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1831.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1831
 QD1831.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1831
 QD1831.The geoid height was determined by GEOID03.
 QD1831
 QD1831;                    North         East     Units Scale Factor Converg.
 QD1831;SPC OR S     -   277,264.090 1,437,895.324   MT  1.00004459   -0 31 52.2
 QD1831;SPC OR S     -   909,659.09  4,717,504.34   iFT  1.00004459   -0 31 52.2
 QD1831;UTM  10      - 4,891,082.284   637,818.726   MT  0.99983360   +1 12 03.5
 QD1831
 QD1831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1831!SPC OR S     -   0.99984602  x   1.00004459  =   0.99989060
 QD1831!UTM  10      -   0.99984602  x   0.99983360  =   0.99967964
 QD1831
 QD1831                          SUPERSEDED SURVEY CONTROL
 QD1831
 QD1831  NAD 83(1986)-  44 09 35.81225(N)    121 16 34.96368(W) AD(       ) 2
 QD1831  NGVD 29 (11/30/89) 1002.2    (m)         3288.     (f) VERT ANG    3  
 QD1831
 QD1831.Superseded values are not recommended for survey control.
 QD1831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1831.See file dsdata.txt to determine how the superseded data were derived.
 QD1831
 QD1831_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP3781991082(NAD 83)
 QD1831_MARKER: DD = SURVEY DISK
 QD1831_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QD1831_SP_SET: METAL PIPE IMBEDDED IN GROUND
 QD1831_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QD1831_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD1831
 QD1831  HISTORY     - Date     Condition        Report By
 QD1831  HISTORY     - 1980     MONUMENTED       JKPLS
 QD1831
 QD1831                          STATION DESCRIPTION
 QD1831
 QD1831'DESCRIBED BY JEFF KERN PROFESSIONAL LAND SURVEYOR 1980 (JAK)
 QD1831'THE STATION IS ABOUT 8.4 MILES NORTH OF BEND ON THE SOUTH SIDE OF
 QD1831'DESCHUTES MARKET ROAD.
 QD1831'
 QD1831'TO REACH THE STATION FROM THE COURTHOUSE IN BEND, GO EAST ON GREENWOOD
 QD1831'AVENUE AND HIGHWAY 20 FOR 0.4 MILES, TO THE JUNCTION WITH HIGHWAY 97.
 QD1831'TURN LEFT AND GO NORTH ON HIGHWAY 97 FOR 7.2 MILES TO THE JUNCTION
 QD1831'WITH DESCHUTES MARKET ROAD.  TURN LEFT AND GO WEST ON DESCHUTES MARKET
 QD1831'ROAD FOR 0.8 MILES TO THE MONUMENT.
 QD1831'
 QD1831'STATION IS A STANDARD DESCHUTES COUNTY DISK STAMPED---DL 130 1980---.
 QD1831'THE DISK IS SET IN 4 INCH WATER PIPE, FLUSH WITH THE GROUND.  THE
 QD1831'MONUMENT IS 80 FEET WEST OF VALEVIEW DRIVE, 110 FEET EAST OF POWER
 QD1831'POLE NUMBER 273441 AND 6.5 FEET SOUTH OF EDGE OF PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2148 ***********************************************************************
 RC2148  DESIGNATION -  DLC 37 NE COR
 RC2148  PID         -  RC2148
 RC2148  STATE/COUNTY-  OR/WASCO
 RC2148  USGS QUAD   -  WHITE SALMON (1994)
 RC2148
 RC2148                         *CURRENT SURVEY CONTROL
 RC2148  ___________________________________________________________________
 RC2148* NAD 83(1991)-  45 41 24.84177(N)    121 23 14.00285(W)     ADJUSTED  
 RC2148* NAVD 88     -        19.     (meters)      62.     (feet)  SCALED    
 RC2148  ___________________________________________________________________
 RC2148  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 RC2148  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 RC2148  HORZ ORDER  -  THIRD
 RC2148
 RC2148.The horizontal coordinates were established by classical geodetic methods
 RC2148.and adjusted by the National Geodetic Survey in October 1991.
 RC2148
 RC2148.The orthometric height was scaled from a topographic map.
 RC2148
 RC2148.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2148
 RC2148.The geoid height was determined by GEOID03.
 RC2148
 RC2148;                    North         East     Units Scale Factor Converg.
 RC2148;SPC OR N     -   225,245.372 2,430,896.080   MT  0.99993599   -0 37 45.1
 RC2148;SPC OR N     -   738,994.00  7,975,380.84   iFT  0.99993599   -0 37 45.1
 RC2148;SPC WA S     -    40,058.813   430,889.271   MT  1.00003551   -0 38 40.1
 RC2148;SPC WA S     -   131,426.29  1,413,675.88   sFT  1.00003551   -0 38 40.1
 RC2148;UTM  10      - 5,060,896.132   625,575.721   MT  0.99979387   +1 09 15.2
 RC2148
 RC2148!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2148!SPC OR N     -   1.00000038  x   0.99993599  =   0.99993637
 RC2148!SPC WA S     -   1.00000038  x   1.00003551  =   1.00003589
 RC2148!UTM  10      -   1.00000038  x   0.99979387  =   0.99979425
 RC2148
 RC2148                          SUPERSEDED SURVEY CONTROL
 RC2148
 RC2148  NAD 83(1986)-  45 41 24.85508(N)    121 23 13.99980(W) AD(       ) 3
 RC2148  NAD 27      -  45 41 25.42000(N)    121 23 09.75000(W) AD(       ) 3
 RC2148
 RC2148.Superseded values are not recommended for survey control.
 RC2148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2148.See file dsdata.txt to determine how the superseded data were derived.
 RC2148
 RC2148_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR2557660896(NAD 83)
 RC2148_MARKER: Z = SEE DESCRIPTION
 RC2148_SETTING: 0 = UNSPECIFIED SETTING
 RC2148_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC2148
 RC2148  HISTORY     - Date     Condition        Report By
 RC2148  HISTORY     - 1939     MONUMENTED       USE
 RC2148  HISTORY     - 1948     SEE DESCRIPTION  CGS
 RC2148  HISTORY     - 1959     SEE DESCRIPTION  CGS
 RC2148
 RC2148                          STATION DESCRIPTION
 RC2148
 RC2148'DESCRIBED BY US ENGINEERS 1939 (WMS)
 RC2148'STATION IS ON THE S SIDE OF THE COLUMBIA RIVER ABOUT 1/2 MILE E OF
 RC2148'MOSIER AND 85 METERS N OF THE OREGON-WASHINGTON RAILROAD AND
 RC2148'NAVIGATION COMPANY TRACKS.  AT THE BEGINNING OF THE FIRST BIG
 RC2148'CURVE IN THE TRACKS E OF MOSIER CREEK.  IT IS ON THE N EDGE OF
 RC2148'COTTONWOOD GROVE IN THIS VICINITY.
 RC2148'
 RC2148'STATION MARK IS A U.S.E. TABLET SET IN CONCRETE BLOCK STAMPED NE
 RC2148'COR. DLC 37.
 RC2148'
 RC2148'REFERENCE MARKS ARE BRONZE DISKS SET IN DRILL HOLES IN BOULDERS
 RC2148'AS DESCRIBED IN NOTE 12C.
 RC2148
 RC2148                          STATION RECOVERY (1948)
 RC2148
 RC2148'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (WHB)
 RC2148'STATION WAS NOT RECOVERED.  STATION APPEARED TO BE UNDER WATER BY
 RC2148'AT LEAST FOUR FEET OR MORE AT THE TIME SEARCH WAS MADE FOR THIS
 RC2148'STATION DURING THE FIRST PART OF AUGUST 1948.  STATION WAS AGAIN
 RC2148'REVISITED ON 13, SEPTEMBER, 1948 AND WAS STILL WELL UNDER
 RC2148'WATER.  STATION COULD NOT BE SEEN AND ITS NOT CERTAIN WHETHER THE
 RC2148'STATION MARK IS IN PLACE.
 RC2148'
 RC2148'BOTH REFERENCE MARKS WERE FOUND IN EXCELLENT CONDITION.  AT THIS
 RC2148'TIME BOTH MARKS WERE AT WATERS EDGE.  R.M.NO.1 WAS CUT IN
 RC2148'GRAPHICALLY AND A DESCRIPTION APPEARS ON FORM 524 DESCRIPTION OF
 RC2148'RECOVERABLE TOPOGRAPHIC STATION.
 RC2148'
 RC2148'REFERENCE MARKS FOR THE ABOVE STATION ARE ON THE SOUTH SIDE OF
 RC2148'THE COLUMBIA RIVER ABOUT 1/2 MILE EAST OF MOSIER, OREGON AND
 RC2148'APPROXIMATELY 85 METERS NORTH OF THE UNION PACIFIC RAILROAD, AT
 RC2148'THE BEGINNING OF THE FIRST BIG CURVE IN THE TRACKS EAST OF MOSIER
 RC2148'CREEK.  THEY ARE ON THE SOUTH EDGE OF A GROUP OF DEAD COTTON-WOOD
 RC2148'STUMPS, AND APPROXIMATELY 8 FEET BELOW THE HIGH WATER LINE.
 RC2148'
 RC2148'BOTH REFERENCE MARKS ARE SET IN DRILL HOLES IN BOULDERS, CEMENTED
 RC2148'AND STAMPED, U.S.E.,N.E. COR.D.L.C.37 NO.1 1939 AND
 RC2148'U.S.E.,N.E.COR.D.L.C.37 NO.2 1939 RESPECTIVELY.
 RC2148
 RC2148                          STATION RECOVERY (1959)
 RC2148
 RC2148'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LGT)
 RC2148'THE STATION IS LOST.
 RC2148'
 RC2148'THE STATION AND REFERENCE MARKS WERE SEARCHED FOR AND WERE NOT
 RC2148'RECOVERED.  THE REFERENCE DISTANCE FROM THE RAILROAD TRACKS
 RC2148'INDICATE THE MARKS ARE BURIED UNDER THE RECENTLY COMPLETED ROCK
 RC2148'FILL OF U.S. HIGHWAY 30.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0975 ***********************************************************************
 RC0975  DESIGNATION -  DLC 38
 RC0975  PID         -  RC0975
 RC0975  STATE/COUNTY-  OR/WASCO
 RC0975  USGS QUAD   -  THE DALLES NORTH (1994)
 RC0975
 RC0975                         *CURRENT SURVEY CONTROL
 RC0975  ___________________________________________________________________
 RC0975* NAD 83(1991)-  45 38 25.00440(N)    121 12 30.33153(W)     ADJUSTED  
 RC0975* NAVD 88     -        44.914  (meters)     147.36   (feet)  ADJUSTED  
 RC0975  ___________________________________________________________________
 RC0975  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 RC0975  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 RC0975  DYNAMIC HT  -          44.914 (meters)     147.36  (feet)  COMP
 RC0975  MODELED GRAV-     980,600.0   (mgal)                       NAVD 88
 RC0975
 RC0975  HORZ ORDER  -  SECOND
 RC0975  VERT ORDER  -  FIRST     CLASS II
 RC0975
 RC0975.The horizontal coordinates were established by classical geodetic methods
 RC0975.and adjusted by the National Geodetic Survey in October 1991.
 RC0975
 RC0975.The orthometric height was determined by differential leveling
 RC0975.and adjusted in June 1991.
 RC0975
 RC0975.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC0975
 RC0975.The geoid height was determined by GEOID03.
 RC0975
 RC0975.The dynamic height is computed by dividing the NAVD 88
 RC0975.geopotential number by the normal gravity value computed on the
 RC0975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0975.degrees latitude (g = 980.6199 gals.).
 RC0975
 RC0975.The modeled gravity was interpolated from observed gravity values.
 RC0975
 RC0975;                    North         East     Units Scale Factor Converg.
 RC0975;SPC OR N     -   219,556.221 2,444,773.162   MT  0.99992843   -0 30 08.7
 RC0975;SPC OR N     -   720,328.81  8,020,909.32   iFT  0.99992843   -0 30 08.7
 RC0975;SPC WA S     -    34,365.709   444,766.518   MT  1.00004934   -0 30 52.6
 RC0975;SPC WA S     -   112,748.16  1,459,204.82   sFT  1.00004934   -0 30 52.6
 RC0975;UTM  10      - 5,055,642.237   639,621.516   MT  0.99983967   +1 16 52.0
 RC0975
 RC0975!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC0975!SPC OR N     -   0.99999632  x   0.99992843  =   0.99992475
 RC0975!SPC WA S     -   0.99999632  x   1.00004934  =   1.00004566
 RC0975!UTM  10      -   0.99999632  x   0.99983967  =   0.99983599
 RC0975
 RC0975:                Primary Azimuth Mark                     Grid Az
 RC0975:SPC OR N     -  WINDY                                    012 51 48.6
 RC0975:SPC WA S     -  WINDY                                    012 52 32.5
 RC0975:UTM  10      -  WINDY                                    011 04 47.9
 RC0975
 RC0975|---------------------------------------------------------------------|
 RC0975| PID    Reference Object                     Distance      Geod. Az  |
 RC0975|                                                           dddmmss.s |
 RC0975| RC2088 WINDY                               APPROX. 3.5 KM 0122139.9 |
 RC0975| RC2103 UNION PACIFIC RR MILEPOST 81         28.299 METERS 35040     |
 RC0975|---------------------------------------------------------------------|
 RC0975
 RC0975                          SUPERSEDED SURVEY CONTROL
 RC0975
 RC0975  NAD 83(1986)-  45 38 25.01790(N)    121 12 30.32211(W) AD(       ) 2
 RC0975  NAD 27      -  45 38 25.57200(N)    121 12 26.07100(W) AD(       ) 3
 RC0975  NGVD 29 (??/??/92)   43.910  (m)          144.06   (f) ADJ UNCH    1 2
 RC0975
 RC0975.Superseded values are not recommended for survey control.
 RC0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0975.See file dsdata.txt to determine how the superseded data were derived.
 RC0975
 RC0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR3962255642(NAD 83)
 RC0975_MARKER: DD = SURVEY DISK
 RC0975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC0975_SP_SET: CONCRETE POST
 RC0975_STAMPING: DLC 38
 RC0975_MARK LOGO: USE   
 RC0975_PROJECTION: PROJECTING 15 CENTIMETERS
 RC0975_MAGNETIC: N = NO MAGNETIC MATERIAL
 RC0975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0975+STABILITY: SURFACE MOTION
 RC0975_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RC0975+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2003
 RC0975
 RC0975  HISTORY     - Date     Condition        Report By
 RC0975  HISTORY     - 1939     MONUMENTED       USE
 RC0975  HISTORY     - 1949     SEE DESCRIPTION  CGS
 RC0975  HISTORY     - 1957     SEE DESCRIPTION  CGS
 RC0975  HISTORY     - 1972     GOOD             NGS
 RC0975  HISTORY     - 1974     SEE DESCRIPTION  USGS
 RC0975  HISTORY     - 1986     GOOD             NGS
 RC0975  HISTORY     - 1987     GOOD             USPSQD
 RC0975  HISTORY     - 1987     GOOD             NGS
 RC0975  HISTORY     - 20030107 GOOD             BPA
 RC0975  HISTORY     - 20030107 GOOD             USACE
 RC0975
 RC0975                          STATION DESCRIPTION
 RC0975
 RC0975'DESCRIBED BY US ENGINEERS 1939 (WMS)
 RC0975'THIS STATION IS BETWEEN HIGHWAY U.S. 30 AND THE RAILROAD, ABOUT
 RC0975'11 FEET WEST OF THE EDGE OF A RAILROAD CUT.
 RC0975'
 RC0975'STATION IS REACHED AS FOLLOWS--FROM CHENOWETH CREEK BRIDGE ON
 RC0975'HIGHWAY U.S. 30 GO TOWARD HOOD RIVER 0.75 MILE TO THE END OF A
 RC0975'WHITE GUARD FENCE ON THE RIGHT JUST BEFORE ROAD ENTERS A ROCK
 RC0975'CUT.  FROM HERE, WALK DOWN TO THE EDGE OF THE RAILROAD CUT AND
 RC0975'THE STATION.
 RC0975'
 RC0975'STATION MARK IS U.S.E. BRASS TABLET SET IN A SQUARE CONCRETE
 RC0975'BLOCK ABOUT 12 IN X 12 IN, PROJECTING ABOUT 6 IN ABOVE THE SURFACE
 RC0975'OF THE GROUND.  THE MARK IS STAMPED D.L.C. 38 IN.  NO REFERENCE
 RC0975'MARKS WERE PLACED.
 RC0975
 RC0975                          STATION RECOVERY (1949)
 RC0975
 RC0975'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (HJH)
 RC0975'STATION IS BETWEEN U.S. HIGHWAY NO.30 AND THE UNION PACIFIC
 RC0975'RAILROAD, AT TOP OF RAILROAD CUT AND ABOUT 10 FEET WEST OF EDGE OF
 RC0975'RAILROAD CUT AND 28.3 METERS SOUTH OF UNION PACIFIC RAILROAD
 RC0975'MILEPOST NO.81.
 RC0975'
 RC0975'STATION MARK IS A U.S.E.(BONNEVILLE POWER AND NAVIGATION PROJECT)
 RC0975'DISK SET IN A SQUARE CONCRETE BLOCK ABOUT 12 INCHES BY 12 INCHES,
 RC0975'PROJECTING ABOUT 8 INCHES ABOVE THE SURFACE OF THE GROUND, STAMPED
 RC0975'D.L.C.38.  THERE ARE NO REFERENCE MARKS.
 RC0975'
 RC0975'STATION IS REACHED AS FOLLOWS--FROM CHENOWETH CREEK BRIDGE ON
 RC0975'U.S. HIGHWAY NO.30 GO TOWARD HOOD RIVER, OREGON, 0.75 MILES TO
 RC0975'END OF A WHITE GUARD FENCE ON THR RIGHT JUST BEFORE ROAD ENTERS
 RC0975'ROCK CUT AT SIGN ON RIGHT THE DALLES GOLF COURSE 1-MILE.  FROM
 RC0975'HERE WALK DOWN TO THE RAILROAD EDGE OF ROCK CUT AND
 RC0975'STATION.  RAILROAD MILE POST NO.81 IS TO THE NORTH OF STATION.
 RC0975'
 RC0975'DISTANCES CHECKED AT THIS TIME BUT NO CHECK MADE ON DIRECTIONS.
 RC0975'
 RC0975'CONCRETE MONUMENT AT THIS STATION IS JUST A LITTLE LOOSE, APPEARS
 RC0975'TO BE SET SHALLOW IN THE GROUND.
 RC0975
 RC0975                          STATION RECOVERY (1957)
 RC0975
 RC0975'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 RC0975'THE STATION MARK WAS RECOVERED AS DESCRIBED, EXCEPT THAT IT IS
 RC0975'NOW REACHED BY THE NEW ROUTE OF U.S. HIGHWAY 30, WHICH PASSES
 RC0975'ABOUT 25 YARDS TO THE WEST OF THE STATION SITE.
 RC0975'
 RC0975'REFERENCE MARKS 1 AND 2 WERE ESTABLISHED.  REFERENCE MARK 1 WAS
 RC0975'USED AS THE STATION MARK.  NO OBSERVATIONS WERE MADE FROM THE
 RC0975'TRUE STATION.
 RC0975'
 RC0975'REFERENCE MARK 1, STAMPED DLC 38 USE NO 1 1957, IS A STANDARD
 RC0975'DISK BRAZED TO A 2-1/2 INCH SOIL PIPE PROJECTING ABOUT 8 INCHES.  IT
 RC0975'IS ABOUT 6 FEET EAST OF THE ROAD CUT AND 15 FEET LOWER THAN THE
 RC0975'TOP OF THE KNOLL.  THE MARK IS 56.52 FEET - 17.228 METERS
 RC0975'WEST-NORTHWEST OF THE TRUE STATION.
 RC0975'
 RC0975'REFERENCE MARK 2, STAMPED DLC 38 USE NO 2 1957, IS A STANDARD
 RC0975'DISK CEMENTED IN A DRILL HOLE IN OUTCROP PROJECTING ABOUT 8
 RC0975'INCHES.  IT IS ABOUT 12 FEET EAST OF THE HIGHWAY CUT AND 10 FEET
 RC0975'NORTH OF THE SOUTH END OF THE RIDGE.  THE MARK IS 49.22
 RC0975'FEET - 15.002 METERS WEST-SOUTHWEST OF THE TRUE STATION.
 RC0975'
 RC0975'THE DISTANCES FROM REFERENCE MARK 1 TO REFERENCE MARK 2 IS 51.31
 RC0975'FEET - 15.640 METERS.
 RC0975'
 RC0975'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 30 AND CHENOWETH LOOP
 RC0975'ROAD, 2.2 MILES NORTH-NORTHWEST OF THE DALLES POST OFFICE, GO
 RC0975'NORTH-NORTHWEST ON U.S. HIGHWAY 30 FOR 1.05 MILES TO A ROCK CUT
 RC0975'ON THE RIGHT AND THE STATION SITE.
 RC0975
 RC0975                          STATION RECOVERY (1972)
 RC0975
 RC0975'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 RC0975'3 MI NW FROM THE DALLES.
 RC0975'REACHED FROM THE DALLES POST OFFICE GO NORTHWEST ON U.S. HIGHWAY 30
 RC0975'FOR 1.2 MILES TO INTERSTATE 80N, GO NORTH ON INTERSTATE 80N FOR 2.2
 RC0975'MILES TO THE MARK ON THE RIGHT, 0.3 MILE NORTH OF HIGHWAY MILEPOST
 RC0975'NO.80, 56.50 FEET SOUTHEAST OF TRIANGULATION STATION D.L.C. 38 (USE)
 RC0975'R.M. 1 1957, 8 FEET WEST OF THE TOP OF THE CUT ABOVE THE RAILROAD
 RC0975'TRACKS, AND 4 FEET EAST OF A METAL WITNESS POST SET IN A 12-INCH
 RC0975'SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES.
 RC0975
 RC0975                          STATION RECOVERY (1974)
 RC0975
 RC0975'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (WRB)
 RC0975'STATION AND REFERENCE MARKS FOUND IN GOOD CONDITION.  NEW TO
 RC0975'REACH AS FOLLOWS.
 RC0975'
 RC0975'TO REACH FROM THE POST OFFICE IN THE DALLES, DRIVE NORTHWEST ON
 RC0975'2ND ST. FOR 1.4 MILES TO U.S. 80N, CONTINUE NORTHWEST ON FREEWAY
 RC0975'(U.S. 80N) FOR 2.3 MILES TO STATION ON EAST SIDE OF FREEWAY.
 RC0975
 RC0975                          STATION RECOVERY (1986)
 RC0975
 RC0975'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (LLR)
 RC0975'THE STATION WAS RECOVERED AT THIS DATE.
 RC0975'REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE ALSO RECOVERED.
 RC0975'
 RC0975'DESCRIBED BY L.L. RIGGERS.
 RC0975
 RC0975                          STATION RECOVERY (1987)
 RC0975
 RC0975'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWE)
 RC0975'RECOVERED IN GOOD CONDITION.
 RC0975
 RC0975                          STATION RECOVERY (1987)
 RC0975
 RC0975'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RC0975'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.7 KM
 RC0975'(2.30 MI) WEST ALONG SECOND STREET FROM THE POST OFFICE IN THE DALLES,
 RC0975'THENCE 1.6 KM (1.00 MI) WEST ALONG INTERSTATE HIGHWAY 84 TO THE MARK
 RC0975'ON THE RIGHT, 2.28 M (7.5 FT) WEST OF THE EDGE OF A BANK OF A
 RC0975'RAILROAD CUT, 17.89 M (58.7 FT) SOUTHEAST OF RM 1, 15.14 M (49.7 FT)
 RC0975'NORTHEAST OF RM 2.
 RC0975'THE MARK IS 1.6 METERS  SE FROM  A WITNESS POST
 RC0975'THE MARK IS 3.0 M ABOVE THE RAILROAD.
 RC0975
 RC0975                          STATION RECOVERY (2003)
 RC0975
 RC0975'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 2003 (SH)
 RC0975'RECOVERED AS DESCRIBED
 RC0975' 
 RC0975
 RC0975                          STATION RECOVERY (2003)
 RC0975
 RC0975'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (SH)
 RC0975'RECOVERED AS DESCRIBED
 RC0975' 
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0973 ***********************************************************************
 RC0973  DESIGNATION -  DLC 38 RM 1
 RC0973  PID         -  RC0973
 RC0973  STATE/COUNTY-  OR/WASCO
 RC0973  USGS QUAD   -  THE DALLES NORTH (1994)
 RC0973
 RC0973                         *CURRENT SURVEY CONTROL
 RC0973  ___________________________________________________________________
 RC0973* NAD 83(1991)-  45 38 25.30024(N)    121 12 31.00603(W)     ADJUSTED  
 RC0973* NAVD 88     -        48.306  (meters)     158.48   (feet)  ADJUSTED  
 RC0973  ___________________________________________________________________
 RC0973  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 RC0973  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 RC0973  DYNAMIC HT  -          48.305 (meters)     158.48  (feet)  COMP
 RC0973  MODELED GRAV-     980,600.0   (mgal)                       NAVD 88
 RC0973
 RC0973  HORZ ORDER  -  SECOND
 RC0973  VERT ORDER  -  FIRST     CLASS II
 RC0973
 RC0973.The horizontal coordinates were established by classical geodetic methods
 RC0973.and adjusted by the National Geodetic Survey in October 1991.
 RC0973
 RC0973.The orthometric height was determined by differential leveling
 RC0973.and adjusted in June 1991.
 RC0973
 RC0973.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC0973
 RC0973.The geoid height was determined by GEOID03.
 RC0973
 RC0973.The dynamic height is computed by dividing the NAVD 88
 RC0973.geopotential number by the normal gravity value computed on the
 RC0973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0973.degrees latitude (g = 980.6199 gals.).
 RC0973
 RC0973.The modeled gravity was interpolated from observed gravity values.
 RC0973
 RC0973;                    North         East     Units Scale Factor Converg.
 RC0973;SPC OR N     -   219,565.481 2,444,758.636   MT  0.99992844   -0 30 09.1
 RC0973;SPC OR N     -   720,359.19  8,020,861.67   iFT  0.99992844   -0 30 09.1
 RC0973;SPC WA S     -    34,374.974   444,751.993   MT  1.00004932   -0 30 53.0
 RC0973;SPC WA S     -   112,778.56  1,459,157.16   sFT  1.00004932   -0 30 53.0
 RC0973;UTM  10      - 5,055,651.040   639,606.711   MT  0.99983962   +1 16 51.5
 RC0973
 RC0973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC0973!SPC OR N     -   0.99999579  x   0.99992844  =   0.99992423
 RC0973!SPC WA S     -   0.99999579  x   1.00004932  =   1.00004511
 RC0973!UTM  10      -   0.99999579  x   0.99983962  =   0.99983541
 RC0973
 RC0973:                Primary Azimuth Mark                     Grid Az
 RC0973:SPC OR N     -  BPA THE DALLES GOLDENDALE TR C           043 24 02.0
 RC0973:SPC WA S     -  BPA THE DALLES GOLDENDALE TR C           043 24 45.9
 RC0973:UTM  10      -  BPA THE DALLES GOLDENDALE TR C           041 37 01.4
 RC0973
 RC0973|---------------------------------------------------------------------|
 RC0973| PID    Reference Object                     Distance      Geod. Az  |
 RC0973|                                                           dddmmss.s |
 RC0973| RC2089 BPA THE DALLES GOLDENDALE TR C      APPROX. 1.2 KM 0425352.9 |
 RC0973| RC0975 DLC 38                               17.228 METERS 12201     |
 RC0973| RC2062 THE DALLES RAD STA KODL HI MST      APPROX. 5.5 KM 1730528.1 |
 RC0973| RC0974 DLC 38 RM 2                          15.645 METERS 17603     |
 RC0973| RC2055 THE DALLES RADIO STA KRMW MAST      APPROX. 3.2 KM 1834819.0 |
 RC0973| RC0847 Y 24                                               1950817.4 |
 RC0973|---------------------------------------------------------------------|
 RC0973
 RC0973                          SUPERSEDED SURVEY CONTROL
 RC0973
 RC0973  NAD 83(1986)-  45 38 25.31360(N)    121 12 30.99629(W) AD(       ) 2
 RC0973  NAD 27      -  45 38 25.86800(N)    121 12 26.74600(W) AD(       ) 3
 RC0973  NGVD 29 (??/??/92)   47.303  (m)          155.19   (f) ADJ UNCH    1 2
 RC0973
 RC0973.Superseded values are not recommended for survey control.
 RC0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0973.See file dsdata.txt to determine how the superseded data were derived.
 RC0973
 RC0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR3960755651(NAD 83)
 RC0973_MARKER: DR = REFERENCE MARK DISK
 RC0973_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RC0973_SP_SET: SHALLOW-SET PIPE
 RC0973_STAMPING: DLC 38 USE NO 1 1957
 RC0973_MARK LOGO: CGS   
 RC0973_MAGNETIC: P = MARKER IS A STEEL PIPE
 RC0973_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC0973_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RC0973+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2003
 RC0973
 RC0973  HISTORY     - Date     Condition        Report By
 RC0973  HISTORY     - 1957     MONUMENTED       USE
 RC0973  HISTORY     - 1972     SEE DESCRIPTION  NGS
 RC0973  HISTORY     - 1972     GOOD             NGS
 RC0973  HISTORY     - 1986     GOOD             NGS
 RC0973  HISTORY     - 1987     GOOD             NGS
 RC0973  HISTORY     - 20030107 GOOD             USCG
 RC0973
 RC0973                          STATION DESCRIPTION
 RC0973
 RC0973'DESCRIBED BY US ENGINEERS 1957 (JBW)
 RC0973'THE STATION IS ABOUT 3 MILES NORTH-NORTHWEST OF THE DALLES, ON
 RC0973'TOP OF THE BANK AT THE EAST EDGE OF U.S. HIGHWAY 30, 0.3 MILE
 RC0973'NORTH OF HIGHWAY MILE POST 80.
 RC0973'
 RC0973'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 30 AND CHENOWETH LOOP
 RC0973'ROAD, 2.2 MILES NORTH-NORTHWEST OF THE DALLES POST OFFICE, GO
 RC0973'NORTH-NORTHWEST ON U.S. HIGHWAY 30 FOR 1.05 MILES TO A ROCK CUT
 RC0973'ON THE RIGHT AND THE STATION ABOUT 30 YARDS SOUTH OF THE HIGHEST
 RC0973'POINT OF THE CUT.
 RC0973'
 RC0973'THE STATION MARK, STAMPED DLC 38 USE NO 1 1957, IS A STANDARD
 RC0973'REFERENCE MARK DISK BRAZED TO A 2 1/2-INCH SOIL PIPE PROJECTING
 RC0973'ABOUT 8 INCHES.  IT IS ABOUT 6 FEET EAST OF THE ROAD CUT AND 15
 RC0973'FEET LOWER THAN THE TOP OF THE KNOLL.
 RC0973'
 RC0973'REFERENCE MARK 2, STAMPED DLC 38 USE NO 2 1957, IS A STANDARD
 RC0973'DISK CEMENTED IN A DRILL HOLE IN OUTCROP PROJECTING ABOUT 8
 RC0973'INCHES.  IT IS ABOUT 12 FEET EAST OF THE HIGHWAY CUT, 10 FEET
 RC0973'NORTH OF THE SOUTH END OF THE RIDGE AND ABOUT 10 FEET LOWER THAN
 RC0973'THE STATION.
 RC0973'
 RC0973'STATION D.L.C. 38 (USE) 1939 WAS USED AS A REFERENCE MARK.  THE
 RC0973'DISK IS SET IN A 12-INCH SQUARE CONCRETE BLOCK PROJECTING ABOUT
 RC0973'8 INCHES ABOVE THE GROUND SURFACE.  IT IS STAMPED DLC 38.  THE
 RC0973'MARK IS ABOUT 15 FEET LOWER THAN THE STATION.
 RC0973'
 RC0973'STATION CRATES CAN BE USED FOR AN AZIMUTH.
 RC0973
 RC0973                          STATION RECOVERY (1972)
 RC0973
 RC0973'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 RC0973'THE STATION MARK, AND BOTH REFERENCE MARKS WERE RECOVERED IN
 RC0973'GOOD CONDITION.  BENCH MARK Y 24 MAY BE USED FOR THE AZIMUTH
 RC0973'MARK.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 RC0973'
 RC0973'THE STATION IS 3 MILES NORTHWEST OF THE DALLES ON A SMALL, ROCKY
 RC0973'SUMMIT BETWEEN THE RAILROAD, AND INTERSTATE 80N.
 RC0973'
 RC0973'TO REACH THE STATION FROM THE DALLES POST OFFICE GO NORTHWEST ON
 RC0973'U.S. HIGHWAY 30 FOR 1.2 MILES TO INTERSTATE 80N, GO NORTH ON
 RC0973'INTERSTATE 80N FOR 1.7 MILES TO BENCH MARK Y 24 (AZIMUTH MARK)
 RC0973'ON THE RIGHT, WHERE THE HIGHWAY, AND THE RAILROAD CROSS CHENOWETH
 RC0973'CREEK.  CONTINUE NORTH ON INTERSTATE 80N FOR 0.5 MILE TO THE
 RC0973'STATION ON THE RIGHT.
 RC0973'
 RC0973'THE STATION MARK, STAMPED DLC USE 38 NO 1 1957, IS A REFERENCE
 RC0973'MARK DISK BRAZED TO A 2 1/2-INCH PIPE THAT PROJECTS 8-INCHES,
 RC0973'0.3 MILE NORTH OF HIGHWAY MILEPOST NO. 80, 300 FEET SOUTHWEST
 RC0973'OF RAILROAD MILEPOST NO. 81, 60 FEET WEST OF THE TOP OF THE CUT
 RC0973'ABOVE THE RAILROAD TRACKS, 50 FEET EAST OF THE CENTER OF THE
 RC0973'WESTBOUND LANES OF INTERSTATE 80N, AND 8 FEET EAST OF THE TOP
 RC0973'OF THE CUT ABOVE INTERSTATE 80N.
 RC0973'
 RC0973'REFERENCE MARK NO. 1, STAMPED DLC 38, IS AN ENGINEERS DISK SET
 RC0973'IN A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES, 8
 RC0973'FEET WEST OF THE TOP OF THE CUT ABOVE THE RAILROAD TRACKS, 4 FEET
 RC0973'EAST OF A METAL WITNESS POST, AND 12 FEET LOWER THAN THE STATION.
 RC0973'
 RC0973'REFERENCE MARK NO. 2, STAMPED DLC 38 USE NO 2 1957, IS A STANDARD
 RC0973'DISK CEMENTED IN A DRILL HOLE IN 2 BY 2 FOOT BEDROCK THAT PROJECTS
 RC0973'1 FOOT, 15 FEET NORTHEAST OF THE END OF THE RIGHT-OF-WAY FENCE,
 RC0973'13 FEET EAST OF THE TOP OF THE CUT ABOVE THE HIGHWAY, AND 5 FEET
 RC0973'LOWER THAN THE STATION.  (NOTE 12A)
 RC0973'
 RC0973'BENCH MARK Y 24, WHICH MAY BE USED FOR THE AZIMUTH MARK, IS A
 RC0973'STANDARD DISK, STAMPED Y 24 1921 ELEV 127.533 FT, CEMENTED IN A
 RC0973'DRILL HOLE IN THE WING WALL OF RAILROAD BRIDGE NO. 81.49, OVER
 RC0973'CHENOWETH CREEK, 200 FEET SOUTHEAST OF INTERSTATE 80N, 10 FEET
 RC0973'NORTHWEST OF THE NEAREST RAIL OF THE RAILROAD, AND 3 FEET LOWER
 RC0973'THAN THE RAILROAD TRACKS.
 RC0973'
 RC0973'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RC0973'3 MILES NORTHWEST OF THE DALLES.
 RC0973
 RC0973                          STATION RECOVERY (1972)
 RC0973
 RC0973'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 RC0973'3 MI NW FROM THE DALLES.
 RC0973'REACHED FROM THE DALLES POST OFFICE GO NORTHWEST ON U.S. HIGHWAY 30
 RC0973'FOR 1.2 MILES TO INTERSTATE 80N, GO NORTH ON INTERSTATE 80N FOR 2.2
 RC0973'MILES TO THE MARK ON THE RIGHT, 0.3 MILE NORTH OF HIGHWAY MILEPOST
 RC0973'NO.80, 300 FEET SOUTHWEST OF RAILROAD MILEPOST NO. 81, 60 FEET WEST OF
 RC0973'THE CUT ABOVE THE RAILROAD TRACKS, 50 FEET EAST OF THE CENTER OF THE
 RC0973'WESTBOUND LANES OF INTERSTATE 80N, AND 8 FEET EAST OF THE TOP OF THE
 RC0973'CUT ABOVE INTERSTATE 80N, A REFERENCE MARK DISK BRAZED TO A 2 1/2-INCH
 RC0973'PIPE THAT PROJECTS 8-INCHES.
 RC0973
 RC0973                          STATION RECOVERY (1986)
 RC0973
 RC0973'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (LLR)
 RC0973'THE STATION WAS RECOVERED AT THIS DATE.
 RC0973'DLC 38 USE 1957, DLC 38 1957 RM 1 AND THE AZIMUTH MARK,
 RC0973'Y 24, WERE ALSO RECOVERED.RECOVERED.
 RC0973'
 RC0973'THE STATION IS LOCATED ABOUT 3 MILES NORTHWEST OF THE DALLES ON A
 RC0973'SMALL ROCKY SUMMIT BETWEEN THE RAILROAD AND I 84.  IT IS ON I 84
 RC0973'RIGHT OF WAY PROPERTY.
 RC0973'
 RC0973'TO REACH THE STATION FROM THE POST OFFICE IN THE DALLES, GO NW ON
 RC0973'HIGHWAY 30 FOR 1.2 MILES TO I 84.  GO NORTH ON I 84 FOR 2.2. MILES
 RC0973'TO THE MARK ON THE RIGHT.
 RC0973'
 RC0973'THE STATION IS A STANDARD USCGS DISK
 RC0973'STAMPED---DLC 38 USE NO 1 1957---,
 RC0973'SET INTO THE TOP OF A METAL PIPE, 8 CM IN DIAMETER, PROJECTING 25
 RC0973'CM ABOVE THE GROUND.
 RC0973'12.5 METERS (41.0 FT) EAST FROM THE CENTERLINE OF I 84.
 RC0973'2.5 METERS (8.2 FT) EAST FROM THE TOP EDGE OF A CUT.
 RC0973'
 RC0973'REFERENCE MARK NO. 1 IS A STANDARD USE  DISK
 RC0973'STAMPED---DLC 38---,
 RC0973'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 RC0973'30 CM ON SIDE PROJECTING 30 CM ABOVE GROUND.  LOCATED
 RC0973'6 METERS (19.7 FT) WEST FROM THE CENTERLINE OF THE TRACK,
 RC0973'2 METERS (6.6 FT) WEST FROM THE TOP EDGE OF THE RR TRACK CUT,
 RC0973'1.5 METERS (4.9 FT) EAST-SOUTHEAST FROM A WITNESS POST.
 RC0973'MARK IS 5 METERS BELOW THE STATION.
 RC0973'
 RC0973'REFERENCE MARK NO. 2 IS A STANDARD USCGS DISK
 RC0973'STAMPED---DLC 38 USE NO 2 1957---,
 RC0973'SET INTO A PARTIALLY EXPOSED BOULDER OF 1 METER LARGEST DIMENSION.
 RC0973'4.6 METERS (15 FT) NORTH FROM THE NORTH END OF FENCE,
 RC0973'4.0 METERS (13 FT) EAST FROM THE TOP OF THE EAST SIDE OF A FREEWAY
 RC0973'CUT.
 RC0973'MARK IS LEVEL WITH THE STATION.
 RC0973'
 RC0973'THE AZIMUTH MARK NO. 1 IS A STANDARD BENCH MARK DISK STAMPED---Y 24
 RC0973'1921 ELEV 127.523 FT---, SET INTO A DRILL HOLE IN THE NW WINGWALL
 RC0973'OF RAILROAD BRIDGE NO. 81.49 OVER CHENOWETH CREEK.  IT IS 3 FEET
 RC0973'LOWER THAN THE TRACK.
 RC0973'IT IS LOCATED 200 FEET SE OF I 84 AND 10 FEET NW OF THE WEST RAIL
 RC0973'OF THE TRACK.
 RC0973'TO REACH THE AZIMUTH MARK FROM THE DALLES POST OFFICE GO NW ON US
 RC0973'HIGHWAY 30 FOR 1.2 MILES TO I 84, GO NORTH ON I 84 FOR 1.7 MILES TO
 RC0973'TO THE MARK ON THE RIGHT WHERE THE HIGHWAY AND THE RAILROAD CROSS
 RC0973'CHENOWETH CREEK.
 RC0973'
 RC0973'DESCRIBED BY LYLE L. RIGGERS.
 RC0973
 RC0973                          STATION RECOVERY (1987)
 RC0973
 RC0973'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RC0973'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.7 KM
 RC0973'(2.30 MI) WEST ALONG SECOND STREET FROM THE POST OFFICE IN THE DALLES,
 RC0973'THENCE 1.6 KM (1.00 MI) WEST ALONG INTERSTATE HIGHWAY 84 TO THE MARK
 RC0973'ON THE RIGHT, BETWEEN THE HIGHWAY AND THE UNION PACIFIC RAILROAD,
 RC0973'16.15 M (53.0 FT) EAST OF THE WESTBOUND HIGHWAY CENTERLINE, 17.89 M
 RC0973'(58.7 FT) NORTHWEST OF THE STATION DISK DLC 38 USE, 2.13 M (7.0 FT)
 RC0973'EAST OF THE TOP OF A BANK.
 RC0973'THE MARK IS 4.57 M ABOVE THE HIGHWAY.
 RC0973
 RC0973                          STATION RECOVERY (2003)
 RC0973
 RC0973'RECOVERY NOTE BY US COAST GUARD 2003 (SH)
 RC0973'RECOVERED AS DESCRIBED
 RC0973' 
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0974 ***********************************************************************
 RC0974  DESIGNATION -  DLC 38 RM 2
 RC0974  PID         -  RC0974
 RC0974  STATE/COUNTY-  OR/WASCO
 RC0974  USGS QUAD   -  THE DALLES NORTH (1994)
 RC0974
 RC0974                         *CURRENT SURVEY CONTROL
 RC0974  ___________________________________________________________________
 RC0974* NAD 83(1991)-  45 38 24.79470(N)    121 12 30.95626(W)     ADJUSTED  
 RC0974* NAVD 88     -        46.791  (meters)     153.51   (feet)  ADJUSTED  
 RC0974  ___________________________________________________________________
 RC0974  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 RC0974  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 RC0974  DYNAMIC HT  -          46.790 (meters)     153.51  (feet)  COMP
 RC0974  MODELED GRAV-     980,600.0   (mgal)                       NAVD 88
 RC0974
 RC0974  HORZ ORDER  -  THIRD
 RC0974  VERT ORDER  -  FIRST     CLASS II
 RC0974
 RC0974.The horizontal coordinates were established by classical geodetic methods
 RC0974.and adjusted by the National Geodetic Survey in October 1991.
 RC0974
 RC0974.The orthometric height was determined by differential leveling
 RC0974.and adjusted in June 1991.
 RC0974
 RC0974.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC0974
 RC0974.The geoid height was determined by GEOID03.
 RC0974
 RC0974.The dynamic height is computed by dividing the NAVD 88
 RC0974.geopotential number by the normal gravity value computed on the
 RC0974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0974.degrees latitude (g = 980.6199 gals.).
 RC0974
 RC0974.The modeled gravity was interpolated from observed gravity values.
 RC0974
 RC0974;                    North         East     Units Scale Factor Converg.
 RC0974;SPC OR N     -   219,549.866 2,444,759.577   MT  0.99992842   -0 30 09.1
 RC0974;SPC OR N     -   720,307.96  8,020,864.75   iFT  0.99992842   -0 30 09.1
 RC0974;SPC WA S     -    34,359.356   444,752.931   MT  1.00004936   -0 30 53.0
 RC0974;SPC WA S     -   112,727.32  1,459,160.24   sFT  1.00004936   -0 30 53.0
 RC0974;UTM  10      - 5,055,635.463   639,608.137   MT  0.99983963   +1 16 51.6
 RC0974
 RC0974!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC0974!SPC OR N     -   0.99999603  x   0.99992842  =   0.99992445
 RC0974!SPC WA S     -   0.99999603  x   1.00004936  =   1.00004539
 RC0974!UTM  10      -   0.99999603  x   0.99983963  =   0.99983566
 RC0974
 RC0974                          SUPERSEDED SURVEY CONTROL
 RC0974
 RC0974  NAD 83(1986)-  45 38 24.80804(N)    121 12 30.94669(W) AD(       ) 3
 RC0974  NAD 27      -  45 38 25.36254(N)    121 12 26.69623(W) AD(       ) 3
 RC0974  NGVD 29 (??/??/92)   45.789  (m)          150.23   (f) ADJ UNCH    1 2
 RC0974
 RC0974.Superseded values are not recommended for survey control.
 RC0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0974.See file dsdata.txt to determine how the superseded data were derived.
 RC0974
 RC0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR3960855635(NAD 83)
 RC0974_MARKER: DR = REFERENCE MARK DISK
 RC0974_SETTING: 80 = SET IN A BOULDER
 RC0974_SP_SET: BOULDER
 RC0974_STAMPING: DLC 38 USE NO 2 1957
 RC0974_MARK LOGO: CGS   
 RC0974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0974+STABILITY: SURFACE MOTION
 RC0974_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RC0974+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2003
 RC0974
 RC0974  HISTORY     - Date     Condition        Report By
 RC0974  HISTORY     - 1957     MONUMENTED       CGS
 RC0974  HISTORY     - 1972     GOOD             NGS
 RC0974  HISTORY     - 1987     GOOD             USPSQD
 RC0974  HISTORY     - 1987     GOOD             NGS
 RC0974  HISTORY     - 20030107 GOOD             USCG
 RC0974
 RC0974                          STATION DESCRIPTION
 RC0974
 RC0974'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 RC0974'3 MI NW FROM THE DALLES.
 RC0974'REACHED FROM THE DALLES POST OFFICE GO NORTHWEST ON U.S. HIGHWAY 30
 RC0974'FOR 1.2 MILES TO INTERSTATE 80N, GO NORTH ON INTERSTATE 80N FOR 2.2
 RC0974'MILES TO THE MARK ON THE RIGHT, 0.3 MILE NORTH OF HIGHWAY MILEPOST
 RC0974'NO.80, 51.35 FEET SOUTH OF TRIANGULATION STATION D.L.C. 38 (USE) R.M.
 RC0974'1, 15 FEET NORTHEAST OF THE END OF THE RIGHT-OF-WAY FENCE, AND 13 FEET
 RC0974'EAST OF THE TOP OF THE CUT ABOVE INTERSTATE 80N, A REFERENCE MARK DISK
 RC0974'CEMENTED IN A DRILL HOLE BEDROCK THAT PROJECTS 1 FOOT.
 RC0974
 RC0974                          STATION RECOVERY (1987)
 RC0974
 RC0974'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWE)
 RC0974'RECOVERED IN GOOD CONDITION.
 RC0974
 RC0974                          STATION RECOVERY (1987)
 RC0974
 RC0974'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RC0974'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.  3.7 KM
 RC0974'(2.30 MI) WEST ALONG SECOND STREET FROM THE POST OFFICE IN THE DALLES,
 RC0974'THENCE 1.6 KM (1.00 MI) WEST ALONG INTERSTATE HIGHWAY 84 TO THE MARK
 RC0974'ON THE RIGHT, 15.14 M (49.7 FT) SOUTHWEST OF THE STATION DISK DLC 38
 RC0974'USE, 4.41 M (14.5 FT) EAST OF THE TOP OF A BANK, 4.41 M (14.5 FT)
 RC0974'NORTH OF THE NORTH END OF A FENCE.
 RC0974'THE MARK IS 3.0 M ABOVE THE HIGHWAY.
 RC0974
 RC0974                          STATION RECOVERY (2003)
 RC0974
 RC0974'RECOVERY NOTE BY US COAST GUARD 2003 (SH)
 RC0974'RECOVERED AS DESCRIBED
 RC0974' 
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0976 ***********************************************************************
 PC0976  DESIGNATION -  DOANE
 PC0976  PID         -  PC0976
 PC0976  STATE/COUNTY-  OR/LANE
 PC0976  USGS QUAD   -  CROW (1984)
 PC0976
 PC0976                         *CURRENT SURVEY CONTROL
 PC0976  ___________________________________________________________________
 PC0976* NAD 83(1991)-  43 58 33.99484(N)    123 17 27.29261(W)     ADJUSTED  
 PC0976* NAVD 88     -       326.2    (meters)    1070.     (feet)  VERTCON   
 PC0976  ___________________________________________________________________
 PC0976  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 PC0976  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 PC0976  HORZ ORDER  -  SECOND
 PC0976
 PC0976.The horizontal coordinates were established by classical geodetic methods
 PC0976.and adjusted by the National Geodetic Survey in October 1991.
 PC0976
 PC0976.The NAVD 88 height was computed by applying the VERTCON shift value to
 PC0976.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PC0976
 PC0976.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC0976
 PC0976.The geoid height was determined by GEOID03.
 PC0976
 PC0976;                    North         East     Units Scale Factor Converg.
 PC0976;SPC OR S     -   260,280.226 1,276,104.349   MT  0.99999402   -1 54 33.8
 PC0976;SPC OR S     -   853,937.75  4,186,694.06   iFT  0.99999402   -1 54 33.8
 PC0976;UTM  10      - 4,869,260.532   476,666.819   MT  0.99960670   -0 12 07.2
 PC0976
 PC0976!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC0976!SPC OR S     -   0.99995246  x   0.99999402  =   0.99994648
 PC0976!UTM  10      -   0.99995246  x   0.99960670  =   0.99955917
 PC0976
 PC0976:                Primary Azimuth Mark                     Grid Az
 PC0976:SPC OR S     -  EUGENE KEZI TV MAST                      058 09 26.5
 PC0976:UTM  10      -  EUGENE KEZI TV MAST                      056 26 59.9
 PC0976
 PC0976|---------------------------------------------------------------------|
 PC0976| PID    Reference Object                     Distance      Geod. Az  |
 PC0976|                                                           dddmmss.s |
 PC0976| QE1748 EUGENE KEZI TV MAST                 APPROX.28.0 KM 0561452.7 |
 PC0976| QE2207 EUGENE KVAL TV TOWER                APPROX.14.3 KM 0780728.4 |
 PC0976| QE2206 EUGENE SOUTH MICROWAVE TOWER        APPROX.15.0 KM 0792141.7 |
 PC0976| CD8457 DOANE AZ MK                                        0813945.0 |
 PC0976| PC0979 DOANE AZ MK 2                       361.860 METERS 08140     |
 PC0976| CD8458 DOANE RM 1                            9.292 METERS 10243     |
 PC0976| CD8459 DOANE RM 2                           10.255 METERS 21514     |
 PC0976|---------------------------------------------------------------------|
 PC0976
 PC0976                          SUPERSEDED SURVEY CONTROL
 PC0976
 PC0976  NAD 83(1986)-  43 58 34.00913(N)    123 17 27.31934(W) AD(       ) 2
 PC0976  NAD 27      -  43 58 34.56400(N)    123 17 22.98300(W) AD(       ) 2
 PC0976  NGVD 29 (07/19/86)  325.1    (m)         1067.     (f) VERT ANG    3  
 PC0976
 PC0976.Superseded values are not recommended for survey control.
 PC0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0976.See file dsdata.txt to determine how the superseded data were derived.
 PC0976
 PC0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP7666769261(NAD 83)
 PC0976_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PC0976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0976_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PC0976
 PC0976  HISTORY     - Date     Condition        Report By
 PC0976  HISTORY     - 1953     MONUMENTED       CGS
 PC0976  HISTORY     - 1970     GOOD             OR-039
 PC0976  HISTORY     - 1980     GOOD             NGS
 PC0976
 PC0976                          STATION DESCRIPTION
 PC0976
 PC0976'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 PC0976'THE STATION IS LOCATED ABOUT 10 MILES NORTH OF LORANE, ON THE
 PC0976'SUMMIT OF A GRASSY HILL WITH SOME SCATTERED TIMBER NEAR THE
 PC0976'SOUTH EDGE.  THERE IS A LARGE ROCK QUARRY AT THE SOUTH BASE OF
 PC0976'THE HILL.  THE MARK IS 115 FEET NORTH OF THE NORTH EDGE OF A
 PC0976'STOCK SHELTER AND 65 FEET NORTH OF A FENCE LINE.
 PC0976'
 PC0976'TO REACH THE STATION FROM THE VILLAGE OF LORANE, GO NORTH FOR
 PC0976'5.8 MILES TO A FORK AT GILLESPIE CORNERS STORE.  THEN LEFT,
 PC0976'NORTHWESTERLY, FOR 4.8 MILES TO A SIDE ROAD ON THE RIGHT.  THEN
 PC0976'RIGHT, EASTERLY, FOR 1.5 MILES TO THE ENTRANCE TO THE HOME OF
 PC0976'MR. LOWELL P. STUBBLEFIELD.  TURN LEFT, NORTH, FOR 0.2 MILE TO A
 PC0976'LARGE BARN.  THEN SHARP LEFT, SOUTHERLY AND WESTERLY, ON A FARM
 PC0976'LANE FOR 0.3 MILE TO A FORK.  THEN RIGHT FOR 0.15 MILE TO THE
 PC0976'AZIMUTH MARK ON THE RIGHT.  BEAR TO THE LEFT ON A DIM TRACK
 PC0976'ROAD FOR 0.25 MILE TO THE SUMMIT OF THE HILL AND THE STATION.
 PC0976'
 PC0976'THE STATION MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 PC0976'DOANE 1953.
 PC0976'
 PC0976'REFERENCE MARK NO. 1 IS 25 FEET WEST OF THE EASTERLY SLOPE OF
 PC0976'THE HILL.  IT PROJECTS 4 INCHES, AND THE DISK IS STAMPED DOANE
 PC0976'NO 1 1953.
 PC0976'
 PC0976'REFERENCE MARK NO. 2 IS 32 FEET NORTH OF THE FENCE LINE.  IT
 PC0976'PROJECTS 3 INCHES, AND THE DISK IS STAMPED DOANE NO 2 1953.
 PC0976'
 PC0976'THE AZIMUTH MARK IS 54 FEET NORTH OF THE CENTER OF THE TRACK
 PC0976'ROAD, AND 4 FEET NORTH OF A 4-X 4-INCH WITNESS POST.  IT PROJECTS
 PC0976'3 INCHES, AND THE DISK IS STAMPED DOANE 1953.
 PC0976
 PC0976                          STATION RECOVERY (1970)
 PC0976
 PC0976'RECOVERY NOTE BY LANE COUNTY OREGON 1970 (FLI)
 PC0976'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND
 PC0976'IN GOOD CONDITION.  THE AZIMUTH MARK HAS BEEN DESTROYED AS THE DISK
 PC0976'WAS FOUND ON TOP OF THE GROUND.  A COMPLETE DESCRIPTION
 PC0976'FOLLOWS--
 PC0976'
 PC0976'THE STATION IS LOCATED ABOUT 10 MILES NORTH OF LORANE, 6 MILES
 PC0976'SOUTHEAST OF VENETA, 0.1 MILE NORTH OF A QUARRY, ON THE HIGHEST
 PC0976'POINT OF A GRASSY HILL AND ON PROPERTY OWNED BY MR. EDWARD
 PC0976'HANSON.
 PC0976'
 PC0976'TO REACH THE STATION FROM THE POST OFFICE IN LORANE, GO NORTHERLY,
 PC0976'TOWARDS CROW AND EUGENE, FOR 5.8 MILES TO A Y-FORK.  TAKE THE LEFT
 PC0976'FORK AND GO NORTHWEST FOR 4.8 MILES TO A SIDE ROAD RIGHT.  TURN
 PC0976'RIGHT AND GO NORTHEAST FOR 1.4 MILES TO A SIDE ROAD LEFT.  TURN
 PC0976'LEFT FOR ABOUT 50 FEET, THENCE TURN LEFT, PASS THROUGH A GATE AND
 PC0976'GO SOUTHWEST AND WEST FOR 0.3 MILE TO A SIDE ROAD RIGHT.  TURN
 PC0976'RIGHT AND GO NORTHEAST ON A TRACK ROAD FOR 0.05 MILE TO A
 PC0976'Y-FORK.  TAKE THE LEFT FORK AND GO NORTH AND WEST ON THE TRACK
 PC0976'ROAD FOR 0.3 MILE TO THE TOP OF THE HILL AND THE STATION.
 PC0976'
 PC0976'THE STATION MARK, STAMPED DOANE 1953, IS A STANDARD DISK SET IN
 PC0976'THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS 12 INCHES IN
 PC0976'DIAMETER AND PROJECTS 3 INCHES.  IT IS 4.6 FEET NORTH-NORTHWEST OF
 PC0976'A WITNESS POST.
 PC0976'
 PC0976'REFERENCE MARK NO. 1, STAMPED DOANE NO 1 1953, IS A STANDARD DISK
 PC0976'SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS 12 INCHES
 PC0976'IN DIAMETER AND PROJECTS 6 INCHES.  IT IS 28.8 FEET EAST OF THE
 PC0976'WITNESS POST.
 PC0976'
 PC0976'REFERENCE MARK NO. 2, STAMPED DOANE NO 2 1953, IS A STANDARD DISK
 PC0976'SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS 12 INCHES IN
 PC0976'DIAMETER AND PROJECTS 3 INCHES.  IT IS 30.9 FEET SOUTHWEST OF THE
 PC0976'WITNESS POST.
 PC0976'
 PC0976'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES
 PC0976'SOUTHEAST OF VENETA.
 PC0976
 PC0976                          STATION RECOVERY (1980)
 PC0976
 PC0976'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 PC0976'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 PC0976'CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT WAS NOT FOUND.  A
 PC0976'NEW AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.  BOTH THE DISTANCE AND
 PC0976'ANGLE BETWEEN THE REFERENCE MARKS CHECK FAVORABLY WITH THE 1953
 PC0976'DESCRIPTION.
 PC0976'
 PC0976'THE STATION IS LOCATED ABOUT 10 MILES OF LORANE ON THE TOP OF A
 PC0976'GRASSY HILL.  THERE IS A LARGE ROCK QUARRY AT THE SOUTH BASE OF THE
 PC0976'HILL.  THE STATION IS ON PROPERTY LEASED BY MC GRAW CATTLE CO.
 PC0976'
 PC0976'TO REACH THE STATION FROM THE APPLEGATE SCHOOL IN CROW, GO EAST ON
 PC0976'THE CROW-LORANE ROAD FOR 0.85 MILES TO A ROAD LEFT, TURN LEFT ON CROW
 PC0976'ROAD AND GO 1.35 MILES TO A FARM HOUSE ON THE RIGHT, TURN RIGHT ON
 PC0976'FARM LANE AND GO 0.5 MILE TO A GATE, PASS THROUGH GATE AND GO 0.1
 PC0976'MILE, TURN LEFT ACROSS DIRT DAM AND GO 1.20 MILES TO A RIDGE, TURN
 PC0976'HARD RIGHT UP RIDGE FOR 0.25 MILES TO TOP OF HILL AND THE STATION.
 PC0976'
 PC0976'THE STATION IS A STANDARD US COAST AND GEODETIC SURVEY (NOW NOS) DISK
 PC0976'STAMPED---DOANE 1953---SET INTO THE TOP OF A ROUND CONCRETE
 PC0976'MONUMENT 30 CM (12 INCHES) IN DIAMETER PROJECTING 8 CM (3 INCHES)
 PC0976'ABOVE THE GROUND LOCATED 33.5 METERS (110 FEET) ESE FROM A LARGE DEAD
 PC0976'SNAG, 22.9 METERS (75 FEET) S FROM WHERE THE RIDGE DROPS STEEPLY TO
 PC0976'THE NORTH, AND 0.9 METER (3 FEET) S FROM A WITNESS POST.
 PC0976'
 PC0976'REFERENCE MARK NO. 1 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 PC0976'NOS) DISK STAMPED---DOANE NO 1 1953---SET INTO THE TOP OF A ROUND
 PC0976'CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER PROJECTING 18 CM (7
 PC0976'INCHES) ABOVE THE GROUND LOCATED 33.5 METERS (110 FEET) S FROM A
 PC0976'LARGE OAK TREE ON THE NORTH SLOPE OF THE RIDGE AND .03 METER (0.1
 PC0976'FOOT) LOWER THAN THE STATION.
 PC0976'
 PC0976'REFERENCE MARK NO. 2 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 PC0976'NOS) DISK STAMPED---DOANE NO 2 1953---SET INTO THE TOP OF A ROUND
 PC0976'CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER PROJECTING 8 CM (3
 PC0976'INCHES) ABOVE THE GROUND LOCATED 45.7 METERS (150 FEET) NE FROM A
 PC0976'LARGE MAPLE TREE ON THE WEST SLOPE OF THE RIDGE AND 0.3 METER (1
 PC0976'FOOT) HIGHER THAN THE STATION.
 PC0976'
 PC0976'AZIMUTH MARK NO. 2 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 PC0976'STAMPED---DOANE 1953 1980---SET INTO THE TOP OF A ROUND CONCRETE
 PC0976'MONUMENT 25 CM (10 INCHES) IN DIAMETER PROJECTING 15 CM (6 INCHES)
 PC0976'ABOVE THE GROUND LOCATED 91.4 METERS (300 FEET) W FROM THE TREE LINE,
 PC0976'48.8 METERS (160 FEET) ENE FROM WHERE THE TRACK ROAD GOES DOWN ON THE
 PC0976'NORTH SIDE OF THE RIDGE, 6.1 METERS (20 FEET) E FROM A BRIAR PATCH,
 PC0976'AND 6.1 METERS (20 FEET) N FROM A METAL WITNESS POST.
 PC0976'
 PC0976'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST DOWN THE HILL 0.2
 PC0976'MILE TO WHERE THE ROAD TURNS SHARPLY NORTHWEST.  THE AZIMUTH MARK IS
 PC0976'200 FEET EAST-NORTHEAST OF THIS POINT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA1149 ***********************************************************************
 RA1149  DESIGNATION -  DOBBINS
 RA1149  PID         -  RA1149
 RA1149  STATE/COUNTY-  OR/WALLOWA
 RA1149  USGS QUAD   -  JOSEPH NW (1990)
 RA1149
 RA1149                         *CURRENT SURVEY CONTROL
 RA1149  ___________________________________________________________________
 RA1149* NAD 83(1991)-  45 23 47.37096(N)    117 12 35.76113(W)     ADJUSTED  
 RA1149* NAVD 88     -      1225.4    (meters)    4020.     (feet)  VERTCON   
 RA1149  ___________________________________________________________________
 RA1149  LAPLACE CORR-           2.91  (seconds)                    DEFLEC99
 RA1149  GEOID HEIGHT-         -16.01  (meters)                     GEOID03
 RA1149  HORZ ORDER  -  FIRST
 RA1149
 RA1149.The horizontal coordinates were established by classical geodetic methods
 RA1149.and adjusted by the National Geodetic Survey in October 1991.
 RA1149
 RA1149.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1149.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1149
 RA1149.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1149
 RA1149.The geoid height was determined by GEOID03.
 RA1149
 RA1149;                    North         East     Units Scale Factor Converg.
 RA1149;SPC OR N     -   197,465.700 2,757,519.642   MT  0.99990247   +2 19 59.8
 RA1149;SPC OR N     -   647,853.35  9,046,980.45   iFT  0.99990247   +2 19 59.8
 RA1149;UTM  11      - 5,027,018.596   483,568.531   MT  0.99960332   -0 08 58.1
 RA1149
 RA1149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1149!SPC OR N     -   0.99981043  x   0.99990247  =   0.99971292
 RA1149!UTM  11      -   0.99981043  x   0.99960332  =   0.99941382
 RA1149
 RA1149|---------------------------------------------------------------------|
 RA1149| PID    Reference Object                     Distance      Geod. Az  |
 RA1149|                                                           dddmmss.s |
 RA1149| CF5187 DOBBINS RM 1                         24.194 METERS 08812     |
 RA1149| RA1147 JOSEPH GRAIN ELEVATOR               APPROX. 4.9 KM 2045111.1 |
 RA1149| CF4779 DOBBINS AZ MK                                      2711722.0 |
 RA1149| CF5188 DOBBINS RM 2                         17.275 METERS 34820     |
 RA1149|---------------------------------------------------------------------|
 RA1149
 RA1149                          SUPERSEDED SURVEY CONTROL
 RA1149
 RA1149  NAD 83(1986)-  45 23 47.37495(N)    117 12 35.75188(W) AD(       ) 1
 RA1149  NAD 27      -  45 23 47.83180(N)    117 12 32.16752(W) AD(       ) 1
 RA1149  NGVD 29 (07/19/86) 1224.2    (m)         4016.     (f) VERT ANG    3  
 RA1149
 RA1149.Superseded values are not recommended for survey control.
 RA1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1149.See file dsdata.txt to determine how the superseded data were derived.
 RA1149
 RA1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML8356927019(NAD 83)
 RA1149_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RA1149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RA1149
 RA1149  HISTORY     - Date     Condition        Report By
 RA1149  HISTORY     - 1946     MONUMENTED       CGS
 RA1149  HISTORY     - 1969     SEE DESCRIPTION  CGS
 RA1149
 RA1149                          STATION DESCRIPTION
 RA1149
 RA1149'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JTJ)
 RA1149'THE STATION IS LOCATED 4 MILES, AIRLINE, SOUTHEAST OF ENTERPRISE,
 RA1149'3.5 MILES, AIRLINE, NORTH NORTHEAST OF JOSEPH AND 1/2 MILE EAST OF
 RA1149'THE DOBBINS RANCH BUILDINGS.
 RA1149'
 RA1149'TO REACH THE STATION FROM THE WALLOWA COUNTY COURTHOUSE IN
 RA1149'ENTERPRISE GO SOUTHEASTERLY TOWARDS JOSEPH ON STATE HIGHWAY 82
 RA1149'FOR 3.4 MILES TO A GRAVEL ROAD ON THE LEFT, THIS IS 100 YARDS
 RA1149'SOUTHEAST OF BUCKHORN ROAD LEADING LEFT (NORTHEAST), TURN LEFT
 RA1149'AND GO EASTERLY TOWARDS THE DOBBINS RANCH TO THEIR BUILDINGS ON
 RA1149'BOTH SIDES OF THE ROAD.  THENCE CONTINUE EASTERLY FOR 0.5 MILE
 RA1149'TO A T ROAD INTERSECTION AND THE STATION SITE.  THE AZIMUTH MARK
 RA1149'IS PASSED ON THE LEFT 0.2 MILE BEFORE REACHING THE STATION.
 RA1149'
 RA1149'THE STATION IS SITUATED IN THE CENTER OF A TRIANGULAR SECTION
 RA1149'FORMED BY THE ROADS AT INTERSECTION.  IT IS 10 FEET SOUTH OF A
 RA1149'ROAD SIGN JOSEPH 6 AND CHICO 29 AND 6 FEET EAST OF A WHITE
 RA1149'WITNESSED POST.  THE DISK IS STAMPED DOBBINS 1946 AND PROJECTS
 RA1149'4 INCHES.
 RA1149'
 RA1149'REFERENCE MARK NO. 1 IS ACROSS THE ROAD, 25 FEET EAST OF ROAD
 RA1149'CENTER AND 1 FOOT WEST OF FENCE LINE.  THE DISK IS STAMPED DOBBINS
 RA1149'NO 1 1946 AND PROJECTS 4 INCHES.
 RA1149'
 RA1149'REFERENCE MARK NO. 2 IS ACROSS ROAD FROM THE STATION, 30 FEET
 RA1149'NORTH OF ROAD CENTER AND 6 FEET SOUTH OF FENCE LINE.  THE DISK IS
 RA1149'STAMPED DOBBINS NO 2 1946 AND PROJECTS THREE INCHES.
 RA1149'
 RA1149'THE AZIMUTH MARK IS LOCATED 0.3 MILE EAST OF THE DOBBINS RANCH
 RA1149'BUILDINGS, 30 FEET NORTH OF THE ROAD CENTER, 6 FEET EAST OF A WIDE
 RA1149'BOARD GATE AND 1 FOOT SOUTH OF THE FENCE LINE.  THE DISK IS
 RA1149'STAMPED DOBBINS 1946 AND PROJECTS 5 INCHES.
 RA1149
 RA1149                          STATION RECOVERY (1969)
 RA1149
 RA1149'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 RA1149'THE STATION MARK, STAMPED DOBBINS 1946, REFERENCE MARK NO. 1,
 RA1149'STAMPED DOBBINS NO 1 1946, REFERENCE MARK NO. 2, STAMPED DOBBINS
 RA1149'NO 2 1946 AND THE AZIMUTH MARK, STAMPED DOBBINS 1946, WERE
 RA1149'RECOVERED AS DESCRIBED.  A METAL WITNESS POST WAS PLACED 1 FOOT
 RA1149'WEST OF THE STATION MARK.  A METAL WITNESS POST WAS PLACED 1 FOOT
 RA1149'WEST OF THE AZIMUTH MARK.
 RA1149'
 RA1149'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RA1149'3-1/2 MILES NORTHEAST OF JOSEPH.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1408 ***********************************************************************
 SC1408  DESIGNATION -  DOBELBOWER LIGHT DOLPHIN
 SC1408  PID         -  SC1408
 SC1408  STATE/COUNTY-  OR/COLUMBIA
 SC1408  USGS QUAD   -  RAINIER (1990)
 SC1408
 SC1408                         *CURRENT SURVEY CONTROL
 SC1408  ___________________________________________________________________
 SC1408* NAD 83(1991)-  46 05 02.77078(N)    122 54 51.35040(W)     ADJUSTED  
 SC1408* NAVD 88     -              **(meters)            **(feet)            
 SC1408  ___________________________________________________________________
 SC1408  LAPLACE CORR-          -3.79  (seconds)                    DEFLEC99
 SC1408  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 SC1408  HORZ ORDER  -  THIRD
 SC1408
 SC1408.The horizontal coordinates were established by classical geodetic methods
 SC1408.and adjusted by the National Geodetic Survey in October 1991.
 SC1408
 SC1408
 SC1408.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1408
 SC1408.The geoid height was determined by GEOID03.
 SC1408
 SC1408;                    North         East     Units Scale Factor Converg.
 SC1408;SPC OR N     -   271,432.973 2,313,290.292   MT  1.00002248   -1 42 43.8
 SC1408;SPC OR N     -   890,528.13  7,589,535.08   iFT  1.00002248   -1 42 43.8
 SC1408;SPC WA S     -    86,305.313   313,304.706   MT  0.99995258   -1 45 13.4
 SC1408;SPC WA S     -   283,153.35  1,027,900.52   sFT  0.99995258   -1 45 13.4
 SC1408;UTM  10      - 5,103,395.553   506,628.671   MT  0.99960054   +0 03 42.3
 SC1408
 SC1408                          SUPERSEDED SURVEY CONTROL
 SC1408
 SC1408  NAD 83(1986)-  46 05 02.78711(N)    122 54 51.34661(W) AD(       ) 4
 SC1408  NAD 27      -  46 05 03.37899(N)    122 54 46.95135(W) AD(       ) 3
 SC1408
 SC1408.Superseded values are not recommended for survey control.
 SC1408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1408.See file dsdata.txt to determine how the superseded data were derived.
 SC1408
 SC1408_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES0662903396(NAD 83)
 SC1408
 SC1408  HISTORY     - Date     Condition        Report By
 SC1408  HISTORY     - 1937     MONUMENTED       CGS
 SC1408  HISTORY     - 1949     SEE DESCRIPTION  CGS
 SC1408
 SC1408                          STATION DESCRIPTION
 SC1408
 SC1408'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (RWK)
 SC1408'THIS DOLPHIN IS ONE OF THE MIDDLE OF 7-PILE DOLPHINS.  THE OIL
 SC1408'LANTERN IS SUPPORTED TOWARDS THE CHANNELS (GENERALLY) BY MEANS OF
 SC1408'SHORT ARMS, AND ARE THEREFORE ECCENTRIC WITH RESPECT TO STATIONS.
 SC1408
 SC1408                          STATION RECOVERY (1949)
 SC1408
 SC1408'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (HJH)
 SC1408'THIS LIGHT WAS REBUILT IN 1940 AND THE STATION HAS BEEN LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3853 ***********************************************************************
 RD3853  DESIGNATION -  DOCK
 RD3853  PID         -  RD3853
 RD3853  STATE/COUNTY-  OR/COLUMBIA
 RD3853  USGS QUAD   -  DEER ISLAND (1990)
 RD3853
 RD3853                         *CURRENT SURVEY CONTROL
 RD3853  ___________________________________________________________________
 RD3853* NAD 83(1991)-  45 54 02.96118(N)    122 48 40.27242(W)     ADJUSTED  
 RD3853* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 RD3853  ___________________________________________________________________
 RD3853  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 RD3853  GEOID HEIGHT-         -22.18  (meters)                     GEOID03
 RD3853  HORZ ORDER  -  THIRD
 RD3853
 RD3853.The horizontal coordinates were established by classical geodetic methods
 RD3853.and adjusted by the National Geodetic Survey in October 1991.
 RD3853
 RD3853.The orthometric height was scaled from a topographic map.
 RD3853
 RD3853.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3853
 RD3853.The geoid height was determined by GEOID03.
 RD3853
 RD3853;                    North         East     Units Scale Factor Converg.
 RD3853;SPC OR N     -   250,836.372 2,320,676.959   MT  0.99997630   -1 38 20.6
 RD3853;SPC OR N     -   822,953.98  7,613,769.55   iFT  0.99997630   -1 38 20.6
 RD3853;SPC WA S     -    65,704.101   320,676.531   MT  0.99998538   -1 40 43.8
 RD3853;SPC WA S     -   215,564.20  1,052,086.25   sFT  0.99998538   -1 40 43.8
 RD3853;UTM  10      - 5,083,045.624   514,646.343   MT  0.99960264   +0 08 08.1
 RD3853
 RD3853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3853!SPC OR N     -   1.00000332  x   0.99997630  =   0.99997962
 RD3853!SPC WA S     -   1.00000332  x   0.99998538  =   0.99998870
 RD3853!UTM  10      -   1.00000332  x   0.99960264  =   0.99960596
 RD3853
 RD3853:                Primary Azimuth Mark                     Grid Az
 RD3853:SPC OR N     -  DAY MARK ON DOLPHIN 1913                 017 33 41.2
 RD3853:SPC WA S     -  DAY MARK ON DOLPHIN 1913                 017 36 04.4
 RD3853:UTM  10      -  DAY MARK ON DOLPHIN 1913                 015 47 12.5
 RD3853
 RD3853|---------------------------------------------------------------------|
 RD3853| PID    Reference Object                     Distance      Geod. Az  |
 RD3853|                                                           dddmmss.s |
 RD3853| RD3866 DAY MARK ON DOLPHIN 1913            APPROX. 3.7 KM 0155520.6 |
 RD3853| RD3893 UNPAINTED HSE STOVEPIPE 1913        APPROX. 1.0 KM 0381206.3 |
 RD3853| RD3890 WHITE HSE CHY BACK 1913             APPROX. 0.8 KM 0493954.8 |
 RD3853| RD3881 H 7 2 USE 1912                      APPROX. 0.8 KM 0763938.7 |
 RD3853| RD3825 PENINSULA LUMBER CO BLACK TANK      147.943 METERS 28056     |
 RD3853| RD3827 DEER ISLAND JETTY LIGHT             APPROX. 3.3 KM 3562208.5 |
 RD3853|---------------------------------------------------------------------|
 RD3853
 RD3853                          SUPERSEDED SURVEY CONTROL
 RD3853
 RD3853  NAD 83(1986)-  45 54 02.98015(N)    122 48 40.26951(W) AD(       ) 3
 RD3853  NAD 27      -  45 54 03.56500(N)    122 48 35.89300(W) AD(       ) 3
 RD3853
 RD3853.Superseded values are not recommended for survey control.
 RD3853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3853.See file dsdata.txt to determine how the superseded data were derived.
 RD3853
 RD3853_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1464683046(NAD 83)
 RD3853
 RD3853  HISTORY     - Date     Condition        Report By
 RD3853  HISTORY     - 1912     MONUMENTED       USE
 RD3853
 RD3853                          STATION DESCRIPTION
 RD3853
 RD3853'DESCRIBED BY US ENGINEERS 1912
 RD3853'NEAR THE SOUTHEASTERN CORNER OF THE PENINSULA LUMBER
 RD3853'CO. WHARF.  THE STATION IS MARKED BY A SIXTYPENNY NAIL AT
 RD3853'THE INTERSECTION OF TWO LINES OF EIGHTPENNY NAILS AND IS 0.84
 RD3853'METER FROM THE OFFSHORE EDGE AND 0.82 METER FROM THE SOUTH
 RD3853'EDGE OF THE WHARF.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1475 ***********************************************************************
 SC1475  DESIGNATION -  DOCK 1913
 SC1475  PID         -  SC1475
 SC1475  STATE/COUNTY-  OR/COLUMBIA
 SC1475  USGS QUAD   -  RAINIER (1990)
 SC1475
 SC1475                         *CURRENT SURVEY CONTROL
 SC1475  ___________________________________________________________________
 SC1475* NAD 83(1991)-  46 03 10.55598(N)    122 53 12.01198(W)     ADJUSTED  
 SC1475* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 SC1475  ___________________________________________________________________
 SC1475  LAPLACE CORR-          -3.38  (seconds)                    DEFLEC99
 SC1475  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 SC1475  HORZ ORDER  -  THIRD
 SC1475
 SC1475.The horizontal coordinates were established by classical geodetic methods
 SC1475.and adjusted by the National Geodetic Survey in October 1991.
 SC1475
 SC1475.The orthometric height was scaled from a topographic map.
 SC1475
 SC1475.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1475
 SC1475.The geoid height was determined by GEOID03.
 SC1475
 SC1475;                    North         East     Units Scale Factor Converg.
 SC1475;SPC OR N     -   267,906.301 2,315,321.340   MT  1.00001389   -1 41 33.3
 SC1475;SPC OR N     -   878,957.68  7,596,198.62   iFT  1.00001389   -1 41 33.3
 SC1475;SPC WA S     -    82,777.400   315,333.083   MT  0.99995745   -1 44 01.2
 SC1475;SPC WA S     -   271,578.85  1,034,555.29   sFT  0.99995745   -1 44 01.2
 SC1475;UTM  10      - 5,099,934.894   508,767.033   MT  0.99960094   +0 04 53.7
 SC1475
 SC1475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1475!SPC OR N     -   1.00000309  x   1.00001389  =   1.00001698
 SC1475!SPC WA S     -   1.00000309  x   0.99995745  =   0.99996054
 SC1475!UTM  10      -   1.00000309  x   0.99960094  =   0.99960403
 SC1475
 SC1475:                Primary Azimuth Mark                     Grid Az
 SC1475:SPC OR N     -  COTTONWOOD IS UP AND LOW F LT            004 49 56.4
 SC1475:SPC WA S     -  COTTONWOOD IS UP AND LOW F LT            004 52 24.3
 SC1475:UTM  10      -  COTTONWOOD IS UP AND LOW F LT            003 03 29.4
 SC1475
 SC1475|---------------------------------------------------------------------|
 SC1475| PID    Reference Object                     Distance      Geod. Az  |
 SC1475|                                                           dddmmss.s |
 SC1475| SC1478 COTTONWOOD IS UP AND LOW F LT       APPROX. 1.7 KM 0030823.1 |
 SC1475| SC1488 COTTONWOOD IS LOWER REAR LT         APPROX. 1.4 KM 0182757.8 |
 SC1475| SC1380 CABLE LANDING N SIDE 1913           APPROX. 1.8 KM 1483404.5 |
 SC1475| SC1481 CARR 1873                           APPROX. 0.9 KM 1695506.7 |
 SC1475| SC1468 PRESCOTT BEAVER LUMBER CO TANK      111.670 METERS 27450     |
 SC1475|---------------------------------------------------------------------|
 SC1475
 SC1475                          SUPERSEDED SURVEY CONTROL
 SC1475
 SC1475  NAD 83(1986)-  46 03 10.57191(N)    122 53 12.00738(W) AD(       ) 3
 SC1475  NAD 27      -  46 03 11.16276(N)    122 53 07.61744(W) AD(       ) 3
 SC1475
 SC1475.Superseded values are not recommended for survey control.
 SC1475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1475.See file dsdata.txt to determine how the superseded data were derived.
 SC1475
 SC1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER0876799935(NAD 83)
 SC1475
 SC1475  HISTORY     - Date     Condition        Report By
 SC1475  HISTORY     - 1913     MONUMENTED       CGS
 SC1475
 SC1475                          STATION DESCRIPTION
 SC1475
 SC1475'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (EBL)
 SC1475'ON THE NORTHEAST CORNER OF THE BEAVER LUMBER CO. WHARF,
 SC1475'PRESCOTT.  THE STATION IS MARKED BY A NAIL WITH THE HEAD FILED
 SC1475'OFF, SURROUNDED BY A TRIANGLE OF COPPER TACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3323 ***********************************************************************
 RD3323  DESIGNATION -  DOCK 1961
 RD3323  PID         -  RD3323
 RD3323  STATE/COUNTY-  OR/MULTNOMAH
 RD3323  USGS QUAD   -  PORTLAND (1990)
 RD3323
 RD3323                         *CURRENT SURVEY CONTROL
 RD3323  ___________________________________________________________________
 RD3323* NAD 83(1991)-  45 34 05.35937(N)    122 43 33.48012(W)     ADJUSTED  
 RD3323* NAVD 88     -        11.7    (meters)      38.     (feet)  VERTCON   
 RD3323  ___________________________________________________________________
 RD3323  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 RD3323  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 RD3323  HORZ ORDER  -  FIRST
 RD3323
 RD3323.The horizontal coordinates were established by classical geodetic methods
 RD3323.and adjusted by the National Geodetic Survey in October 1991.
 RD3323
 RD3323.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD3323.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD3323
 RD3323.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3323
 RD3323.The geoid height was determined by GEOID03.
 RD3323
 RD3323;                    North         East     Units Scale Factor Converg.
 RD3323;SPC OR N     -   213,692.111 2,326,268.860   MT  0.99991886   -1 34 43.0
 RD3323;SPC OR N     -   701,089.60  7,632,115.68   iFT  0.99991886   -1 34 43.0
 RD3323;UTM  10      - 5,046,104.930   521,383.498   MT  0.99960562   +0 11 44.5
 RD3323
 RD3323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3323!SPC OR N     -   1.00000175  x   0.99991886  =   0.99992061
 RD3323!UTM  10      -   1.00000175  x   0.99960562  =   0.99960737
 RD3323
 RD3323|---------------------------------------------------------------------|
 RD3323| PID    Reference Object                     Distance      Geod. Az  |
 RD3323|                                                           dddmmss.s |
 RD3323| RD2975 COLUMBIA                            338.582 METERS 01842     |
 RD3323| RD3088 HLM 44                              406.859 METERS 0423026.5 |
 RD3323| RD3306 WALL                                APPROX. 1.2 KM 0503648.0 |
 RD3323| RD3092 HLM 44A                             179.429 METERS 07100     |
 RD3323| RD3100 HLM 45                              198.366 METERS 34818     |
 RD3323|---------------------------------------------------------------------|
 RD3323
 RD3323                          SUPERSEDED SURVEY CONTROL
 RD3323
 RD3323  NAD 83(1986)-  45 34 05.37855(N)    122 43 33.48365(W) AD(       ) 1
 RD3323  NAD 27      -  45 34 05.95452(N)    122 43 29.12911(W) AD(       ) 1
 RD3323  NGVD 29 (07/19/86)   10.6    (m)           35.     (f) VERT ANG    3  
 RD3323
 RD3323.Superseded values are not recommended for survey control.
 RD3323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3323.See file dsdata.txt to determine how the superseded data were derived.
 RD3323
 RD3323_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER2138346105(NAD 83)
 RD3323_MARKER: Z = SEE DESCRIPTION
 RD3323_SETTING: 0 = UNSPECIFIED SETTING
 RD3323_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD3323_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RD3323+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2006
 RD3323
 RD3323  HISTORY     - Date     Condition        Report By
 RD3323  HISTORY     - 1961     MONUMENTED       CGS
 RD3323  HISTORY     - 1978     SEE DESCRIPTION  NGS
 RD3323  HISTORY     - 19940628 GOOD             USPSQD
 RD3323  HISTORY     - 20060912 GOOD             USPSQD
 RD3323
 RD3323                          STATION DESCRIPTION
 RD3323
 RD3323'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 RD3323'THE STATION IS LOCATED ON SWAN ISLAND, ON THE EXTREME NORTHWEST END
 RD3323'OF DOCK NUMBER ONE OF THE PORT OF PORTLAND.
 RD3323'
 RD3323'THE STATION MARK, STAMPED DOCK 1961, IS A STANDARD DISK CEMENTED IN
 RD3323'A DRILL HOLE IN THE CONCRETE OF THE DOCK.  IT IS 13 FEET SOUTHWEST
 RD3323'OF THE NORTHEAST EDGE OF THE DOCK, 13 FEET NORTHEAST OF THE
 RD3323'SOUTHWEST EDGE OF THE DOCK, AND 2.2 FEET NORTHWEST OF A FLOOD LIGHT
 RD3323'TOWER.
 RD3323'
 RD3323'REFERENCE MARKS WERE NOT ESTABLISHED AT THIS STATION.
 RD3323'
 RD3323'TRIANGULATION STATION WALL MAY BE USED FOR THE AZIMUTH MARK.  (SEE
 RD3323'DESCRIPTION THEREOF.)
 RD3323
 RD3323                          STATION RECOVERY (1978)
 RD3323
 RD3323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 RD3323'THE STATION WAS RECOVERED IN GOOD CONDITION.  IN THE ORIGINAL
 RD3323'DESCRIPTION THE STATION MARK WAS DESCRIBED AS BEING A STANDARD DISK
 RD3323'STAMPED DOCK 1961, WHICH IS INCORRECT.  THE STATION MARK IS A BRASS
 RD3323'DISK, WITH NO AGENCYS NAME CAST IN THE DISK, IT HAS A TRIANGLE WITH
 RD3323'A DOT IN THE CENTER, AND IT IS STAMPED 2081.  THE FIRST DIGIT IS
 RD3323'VERY POORLY STAMPED.  THE NUMBER ON THIS DISK IS BELIEVED TO BE THE
 RD3323'INDEX NUMBER FOR THE BENCH MARKS FOR THE CITY OF PORTLAND.
 RD3323'
 RD3323'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN IN NORTHWEST
 RD3323'PORTLAND, ON SWAN ISLAND.
 RD3323
 RD3323                          STATION RECOVERY (1994)
 RD3323
 RD3323'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD3323'RECOVERED IN GOOD CONDITION.
 RD3323
 RD3323                          STATION RECOVERY (2006)
 RD3323
 RD3323'RECOVERY NOTE BY US POWER SQUADRON 2006 (PCS)
 RD3323'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1434 ***********************************************************************
 SC1434  DESIGNATION -  DOCK USE 1912
 SC1434  PID         -  SC1434
 SC1434  STATE/COUNTY-  OR/COLUMBIA
 SC1434  USGS QUAD   -  RAINIER (1990)
 SC1434
 SC1434                         *CURRENT SURVEY CONTROL
 SC1434  ___________________________________________________________________
 SC1434* NAD 83(1991)-  46 05 33.30713(N)    122 56 33.17197(W)     ADJUSTED  
 SC1434* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 SC1434  ___________________________________________________________________
 SC1434  LAPLACE CORR-          -4.99  (seconds)                    DEFLEC99
 SC1434  GEOID HEIGHT-         -21.56  (meters)                     GEOID03
 SC1434  HORZ ORDER  -  THIRD
 SC1434
 SC1434.The horizontal coordinates were established by classical geodetic methods
 SC1434.and adjusted by the National Geodetic Survey in October 1991.
 SC1434
 SC1434.The orthometric height was scaled from a topographic map.
 SC1434
 SC1434.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1434
 SC1434.The geoid height was determined by GEOID03.
 SC1434
 SC1434;                    North         East     Units Scale Factor Converg.
 SC1434;SPC OR N     -   272,441.147 2,311,132.100   MT  1.00002487   -1 43 56.0
 SC1434;SPC OR N     -   893,835.78  7,582,454.40   iFT  1.00002487   -1 43 56.0
 SC1434;SPC WA S     -    87,314.989   311,147.405   MT  0.99995131   -1 46 27.3
 SC1434;SPC WA S     -   286,465.93  1,020,822.78   sFT  0.99995131   -1 46 27.3
 SC1434;UTM  10      - 5,104,336.043   504,441.233   MT  0.99960024   +0 02 29.0
 SC1434
 SC1434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1434!SPC OR N     -   1.00000291  x   1.00002487  =   1.00002778
 SC1434!SPC WA S     -   1.00000291  x   0.99995131  =   0.99995422
 SC1434!UTM  10      -   1.00000291  x   0.99960024  =   0.99960315
 SC1434
 SC1434:                Primary Azimuth Mark                     Grid Az
 SC1434:SPC OR N     -  HUT USE 1912                             351 58 02.4
 SC1434:SPC WA S     -  HUT USE 1912                             352 00 33.7
 SC1434:UTM  10      -  HUT USE 1912                             350 11 37.4
 SC1434
 SC1434|---------------------------------------------------------------------|
 SC1434| PID    Reference Object                     Distance      Geod. Az  |
 SC1434|                                                           dddmmss.s |
 SC1434| SC1437 HUT USE 1912                        APPROX. 1.1 KM 3501406.4 |
 SC1434|---------------------------------------------------------------------|
 SC1434
 SC1434                          SUPERSEDED SURVEY CONTROL
 SC1434
 SC1434  NAD 83(1986)-  46 05 33.32343(N)    122 56 33.16857(W) AD(       ) 3
 SC1434  NAD 27      -  46 05 33.91573(N)    122 56 28.76884(W) AD(       ) 3
 SC1434
 SC1434.Superseded values are not recommended for survey control.
 SC1434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1434.See file dsdata.txt to determine how the superseded data were derived.
 SC1434
 SC1434_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES0444104336(NAD 83)
 SC1434
 SC1434  HISTORY     - Date     Condition        Report By
 SC1434  HISTORY     - 1912     MONUMENTED       USE
 SC1434  HISTORY     - 1913     SEE DESCRIPTION  CGS
 SC1434  HISTORY     - 1934     SEE DESCRIPTION  CGS
 SC1434  HISTORY     - 1946     SEE DESCRIPTION  CGS
 SC1434
 SC1434                          STATION DESCRIPTION
 SC1434
 SC1434'DESCRIBED BY US ENGINEERS 1912
 SC1434'STATION IS IN THE CITY OF RAINIER ON THE WHARF OF THE PACIFIC
 SC1434'NATIONAL LUMBER COMPANY.  THE STATION IS MARKED BY A TWENTY-PENNY
 SC1434'NAIL SURROUNDED BY 8-PENNY NAILS DRIVEN AT IRREGULAR INTERVALS AND
 SC1434'A TRIANGLE CUT IN THE PLANK.  THE FOLLOWING DISTANCES ARE
 SC1434'GIVEN--TO A MOORING PILE, WESTERLY 0.76 METER.  TO THE RIVER EDGE
 SC1434'OF THE WHARF, NORTHERLY 0.45 METER.  AND TO THE W EDGE OF LOG
 SC1434'CHUTE, EASTERLY 8.44 METERS.
 SC1434
 SC1434                          STATION RECOVERY (1913)
 SC1434
 SC1434'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1913
 SC1434'NEAR THE SOUTHEASTERN CORNER OF THE PENINSULA LUMBER COMPANIES
 SC1434'WHARF.  THE STATION IS MARKED BY A SIXTY-PENNY NAIL AT THE
 SC1434'INTERSECTION OF TWO LINES OF EIGHT-PENNY NAILS AND IS 0.84 METER
 SC1434'FROM THE OFFSHORE EDGE AND 0.82 METER FROM THE S EDGE OF THE
 SC1434'WHARF.
 SC1434
 SC1434                          STATION RECOVERY (1934)
 SC1434
 SC1434'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (GRJ)
 SC1434'STATION IS ABOUT 1 MILE N OF COLUMBIA CITY, ON THE W SIDE OF THE
 SC1434'COLUMBIA RIVER, NEAR THE SOUTHEASTERN CORNER OF THE PENINSULA
 SC1434'LUMBER COMPANY WHARF.  THE STATION, WHICH WAS 0.84 METER (2.76
 SC1434'FEET) FROM THE OFFSHORE EDGE AND 0.82 METER (2.72 FEET) FROM THE
 SC1434'S EDGE WAS MARKED BY A 60-PENNY NAIL AT THE INTERSECTION OF A
 SC1434'CROSS MADE OF 8-PENNY NAILS.  IN 1934 IT WAS REPORTED THAT THE
 SC1434'WHARF HAD BURNED SOME YEARS PREVIOUSLY, AND THE STATION IS LOST.
 SC1434
 SC1434                          STATION RECOVERY (1946)
 SC1434
 SC1434'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAE)
 SC1434'THE AREA WHERE THIS STATION HAD BEEN LOCATED WAS VISITED.  THE DOCK
 SC1434'HAS BEEN BURNED AND THE STATION DESTROYED.
 SC1434'
 SC1434'THE STATION SHOULD BE CLASSIFIED AS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2128 ***********************************************************************
 RD2128  DESIGNATION -  DOD
 RD2128  PID         -  RD2128
 RD2128  STATE/COUNTY-  OR/MULTNOMAH
 RD2128  USGS QUAD   -  MULTNOMAH FALLS (1994)
 RD2128
 RD2128                         *CURRENT SURVEY CONTROL
 RD2128  ___________________________________________________________________
 RD2128* NAD 83(1991)-  45 36 26.54189(N)    122 02 21.84035(W)     ADJUSTED  
 RD2128* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 RD2128  ___________________________________________________________________
 RD2128  LAPLACE CORR-           6.73  (seconds)                    DEFLEC99
 RD2128  GEOID HEIGHT-         -21.94  (meters)                     GEOID03
 RD2128  HORZ ORDER  -  THIRD
 RD2128
 RD2128.The horizontal coordinates were established by classical geodetic methods
 RD2128.and adjusted by the National Geodetic Survey in October 1991.
 RD2128
 RD2128.The orthometric height was scaled from a topographic map.
 RD2128
 RD2128.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2128
 RD2128.The geoid height was determined by GEOID03.
 RD2128
 RD2128;                    North         East     Units Scale Factor Converg.
 RD2128;SPC OR N     -   216,800.987 2,379,928.777   MT  0.99992386   -1 05 30.2
 RD2128;SPC OR N     -   711,289.33  7,808,165.28   iFT  0.99992386   -1 05 30.2
 RD2128;SPC WA S     -    31,632.018   379,912.924   MT  1.00005886   -1 07 05.6
 RD2128;SPC WA S     -   103,779.38  1,246,430.98   sFT  1.00005886   -1 07 05.6
 RD2128;UTM  10      - 5,050,874.127   574,905.750   MT  0.99966898   +0 41 11.2
 RD2128
 RD2128!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2128!SPC OR N     -   1.00000281  x   0.99992386  =   0.99992667
 RD2128!SPC WA S     -   1.00000281  x   1.00005886  =   1.00006167
 RD2128!UTM  10      -   1.00000281  x   0.99966898  =   0.99967179
 RD2128
 RD2128                          SUPERSEDED SURVEY CONTROL
 RD2128
 RD2128  NAD 83(1986)-  45 36 26.55106(N)    122 02 21.84789(W) AD(       ) 3
 RD2128  NAD 27      -  45 36 27.12800(N)    122 02 17.55800(W) AD(       ) 3
 RD2128
 RD2128.Superseded values are not recommended for survey control.
 RD2128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2128.See file dsdata.txt to determine how the superseded data were derived.
 RD2128
 RD2128_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER7490650874(NAD 83)
 RD2128
 RD2128  HISTORY     - Date     Condition        Report By
 RD2128  HISTORY     - 1935     MONUMENTED       USE
 RD2128  HISTORY     - 1947     SEE DESCRIPTION  CGS
 RD2128
 RD2128                          STATION DESCRIPTION
 RD2128
 RD2128'DESCRIBED BY US ENGINEERS 1935
 RD2128'ON S BANK OF COLUMBIA RIVER, AT DODSON, 350 FEET DOWNSTREAM
 RD2128'FROM LARGE GROUP OF PILING, 200 FEET DOWNSTREAM FROM BURNT
 RD2128'CANNERY LOADING ROAD, AND CLOSE TO RIVER SHORE.
 RD2128'
 RD2128'STATION IS MARKED BY SECTION OF 1 1/4-INCH IRON PIPE IN
 RD2128'CONCRETE POST WITH USED DOD 1935 MARKED IN CONCRETE.  A 12-INCH
 RD2128'COTTONWOOD TREE WITH TRIANGULAR BLAZE OF NAILS IS DISTANT
 RD2128'30.3 FEET IN AZIMUTH N 86 DEG E, MAGNETIC.  A 20-INCH
 RD2128'COTTONWOOD STUMP IS DISTANT 18.4 FEET IN AZIMUTH S 24 DEG E,
 RD2128'MAGNETIC.
 RD2128
 RD2128                          STATION RECOVERY (1947)
 RD2128
 RD2128'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (EHB)
 RD2128'MARK IS DESTROYED.  IT WAS FOUND ABOUT 150 FEET DOWNSTREAM
 RD2128'FROM LANDING AS DESCRIBED, LYING LOOSELY ON THE BEACH.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2487 ***********************************************************************
 QE2487  DESIGNATION -  DODGE RESET
 QE2487  PID         -  QE2487
 QE2487  STATE/COUNTY-  OR/LINCOLN
 QE2487  USGS QUAD   -  NEWPORT SOUTH (1984)
 QE2487
 QE2487                         *CURRENT SURVEY CONTROL
 QE2487  ___________________________________________________________________
 QE2487* NAD 83(1991)-  44 34 14.20172(N)    124 04 04.95036(W)     ADJUSTED  
 QE2487* NAVD 88     -        32.     (meters)     105.     (feet)  SCALED    
 QE2487  ___________________________________________________________________
 QE2487  LAPLACE CORR-          17.06  (seconds)                    DEFLEC99
 QE2487  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 QE2487  HORZ ORDER  -  THIRD
 QE2487
 QE2487.The horizontal coordinates were established by classical geodetic methods
 QE2487.and adjusted by the National Geodetic Survey in October 1991.
 QE2487
 QE2487.The orthometric height was scaled from a topographic map.
 QE2487
 QE2487.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2487
 QE2487.The geoid height was determined by GEOID03.
 QE2487
 QE2487;                    North         East     Units Scale Factor Converg.
 QE2487;SPC OR N     -   106,705.758 2,216,684.567   MT  0.99994869   -2 31 49.5
 QE2487;SPC OR N     -   350,084.51  7,272,587.16   iFT  0.99994869   -2 31 49.5
 QE2487;UTM  10      - 4,935,807.326   415,195.543   MT  0.99968844   -0 44 58.5
 QE2487
 QE2487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2487!SPC OR N     -   0.99999874  x   0.99994869  =   0.99994743
 QE2487!UTM  10      -   0.99999874  x   0.99968844  =   0.99968718
 QE2487
 QE2487:                Primary Azimuth Mark                     Grid Az
 QE2487:SPC OR N     -  LIFE                                     004 55 11.5
 QE2487:UTM  10      -  LIFE                                     003 08 20.5
 QE2487
 QE2487|---------------------------------------------------------------------|
 QE2487| PID    Reference Object                     Distance      Geod. Az  |
 QE2487|                                                           dddmmss.s |
 QE2487| QE2489 LIFE                                APPROX. 1.9 KM 0022322.0 |
 QE2487| CE1416 DODGE RM 1                           52.320 METERS 00315     |
 QE2487| QE2510 TREE                                APPROX. 0.6 KM 0523651.8 |
 QE2487| CE1417 DODGE RM 2                           70.058 METERS 25758     |
 QE2487|---------------------------------------------------------------------|
 QE2487
 QE2487                          SUPERSEDED SURVEY CONTROL
 QE2487
 QE2487  NAD 83(1986)-  44 34 14.24219(N)    124 04 04.99785(W) AD(       ) 3
 QE2487  NAD 27      -  44 34 14.78600(N)    124 04 00.58300(W) AD(       ) 3
 QE2487
 QE2487.Superseded values are not recommended for survey control.
 QE2487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2487.See file dsdata.txt to determine how the superseded data were derived.
 QE2487
 QE2487_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ1519635807(NAD 83)
 QE2487_MARKER: DH = HORIZONTAL CONTROL DISK
 QE2487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE2487_STAMPING: DODGE 1927 1985
 QE2487_MARK LOGO: NGS   
 QE2487_MAGNETIC: N = NO MAGNETIC MATERIAL
 QE2487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE2487+STABILITY: SURFACE MOTION
 QE2487
 QE2487  HISTORY     - Date     Condition        Report By
 QE2487  HISTORY     - 1985     MONUMENTED       NGS
 QE2487
 QE2487                          STATION DESCRIPTION
 QE2487
 QE2487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (DEB)
 QE2487'THE STATION MARK WAS FOUND LEANING.  IT WAS DUG OUT AND LOWERED AT THE
 QE2487'PROPERTY OWNERS REQUEST.  THE SUB SURFACE MARK WAS RECOVERED.
 QE2487'REFERENCE MARKS 3 AND 4 WERE RECOVERED.  REFERENCE MARK 1 WAS NOT
 QE2487'SEARCHED FOR BUT ACCORDING TO THE PROPERTY OWNER THE MARK IS STILL IN
 QE2487'PLACE.  THE DISTANCES TO THE REFERENCE MARKS DIFFER CONSIDERABLY FROM
 QE2487'THE 1974 DESCRIPTION WHILE THE AZIMUTH MARK BETWEEN THE MARK DIFFER BY
 QE2487'30 MINUTES.  THE STATION IS LOCATED ABOUT 5 MILES (8.0 KM) SOUTH OF
 QE2487'NEWPORT IN A WOODED AREA BETWEEN US HIGHWAY 101 AND THE OCEAN.
 QE2487'OWNERSHIP--MR EDWARD WEBER.  TO REACH THE STATION FROM THE SOUTH END
 QE2487'OF US 101 BRIDGE OVER YAQUINA BAY GO SOUTH ON US 101 5.6 KM, (3.45 MI)
 QE2487'TURN RIGHT ON HAMILTON COURT, GO ABOUT 50 METERS (164.0 FT) AND TURN
 QE2487'RIGHT AGAIN AND GO 0.05 MILE (0.08 KM) TO WEBER RESIDENCE ON THE RIGHT
 QE2487'AND STATION IN THE BACK YARD.
 QE2487' 
 QE2487'THE STATION IS A STANDARD CGS DISK STAMPED---DODGE 1927 1985---, SET
 QE2487'INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER, FLUSH
 QE2487'WITH GROUND.  THE STATION IS LOCATED 17.0 METERS (55.8 FT) NORTHWEST
 QE2487'FROM THE NE CORNER OF RESIDENCE, 16.8 METERS (55.1 FT) NORTHEAST FROM
 QE2487'THE NW CORNER OF RESIDENCE, 18.8 METERS (61.7 FT) SOUTHWEST FROM THE
 QE2487'NE CORNER OF THE PROPERTY, 11.5 METERS (37.7 FT) SOUTH FROM THE NORTH
 QE2487'FENCE LINE. REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED---DODGE
 QE2487'1927 NO 3 1974---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 25
 QE2487'CM IN DIAMETER, FLUSH WITH GROUND.  THE STATION IS LOCATED 5.4 METERS
 QE2487'(17.7 FT) SOUTHEAST FROM THE NW CORNER OF PROPERTY, 4.1 METERS (13.5
 QE2487'FT) NORTH-NORTHWEST FROM THE NE CORNER OF A WOOD SHED, 2.3 METERS (7.5
 QE2487'FT) SOUTH FROM A FENCE LINE, AND LEVEL WITH THE STATION. REFERENCE
 QE2487'MARK NO 4 IS A STANDARD NGS DISK STAMPED---DODGE 1927 NO 4 1974---,
 QE2487'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 25 CM IN DIAMETER,
 QE2487'FLUSH WITH GROUND.  THE STATION IS LOCATED 5.3 METERS (17.4 FT)
 QE2487'SOUTHWEST FROM THE NE CORNER OF THE PROPERTY, 3.0 METERS (9.8 FT)
 QE2487'SOUTH FROM A FENCE LINE, 4.6 METERS (15.1 FT) WEST FROM A NORTH SOUTH
 QE2487'FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1764 ***********************************************************************
 RD1764  DESIGNATION -  DODSON
 RD1764  PID         -  RD1764
 RD1764  STATE/COUNTY-  OR/POLK
 RD1764  USGS QUAD   -  BALLSTON (1992)
 RD1764
 RD1764                         *CURRENT SURVEY CONTROL
 RD1764  ___________________________________________________________________
 RD1764* NAD 83(1991)-  45 01 07.66275(N)    123 20 10.79217(W)     ADJUSTED  
 RD1764* NAVD 88     -        61.     (meters)     200.     (feet)  VERTCON   
 RD1764  ___________________________________________________________________
 RD1764  LAPLACE CORR-          -9.29  (seconds)                    DEFLEC99
 RD1764  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 RD1764  HORZ ORDER  -  SECOND
 RD1764
 RD1764.The horizontal coordinates were established by classical geodetic methods
 RD1764.and adjusted by the National Geodetic Survey in October 1991.
 RD1764
 RD1764.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD1764.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD1764
 RD1764.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1764
 RD1764.The geoid height was determined by GEOID03.
 RD1764
 RD1764;                    North         East     Units Scale Factor Converg.
 RD1764;SPC OR N     -   154,173.668 2,276,506.113   MT  0.99989799   -2 00 41.4
 RD1764;SPC OR N     -   505,819.12  7,468,852.08   iFT  0.99989799   -2 00 41.4
 RD1764;UTM  10      - 4,985,093.328   473,500.628   MT  0.99960863   -0 14 16.4
 RD1764
 RD1764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1764!SPC OR N     -   0.99999385  x   0.99989799  =   0.99989184
 RD1764!UTM  10      -   0.99999385  x   0.99960863  =   0.99960249
 RD1764
 RD1764                          SUPERSEDED SURVEY CONTROL
 RD1764
 RD1764  NAD 83(1986)-  45 01 07.68890(N)    123 20 10.80626(W) AD(       ) 2
 RD1764  NAD 27      -  45 01 08.26836(N)    123 20 06.42866(W) AD(       ) 2
 RD1764  NGVD 29 (07/19/86)   60.     (m)          197.     (f) VERT ANG    3  
 RD1764
 RD1764.Superseded values are not recommended for survey control.
 RD1764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1764.See file dsdata.txt to determine how the superseded data were derived.
 RD1764
 RD1764_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ7350185093(NAD 83)
 RD1764
 RD1764  HISTORY     - Date     Condition        Report By
 RD1764  HISTORY     - 1973     MONUMENTED       OR-053
 RD1764
 RD1764                          STATION DESCRIPTION
 RD1764
 RD1764'DESCRIBED BY POLK COUNTY OREGON 1973 (RB)
 RD1764'THE STATION IS LOCATED IN POLK COUNTY, OREGON, IN THE SOUTHWEST
 RD1764'QUARTER OF SECTION 29, TOWNSHIP 6 SOUTH, RANGE 5 WEST OF THE
 RD1764'WILLAMETTE MERIDIAN.
 RD1764'
 RD1764'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 22
 RD1764'AND 223.  TRAVEL NORTHWESTERLY ALONG STATE HIGHWAY 22 3.15 MILES
 RD1764'TO THE INTERSECTION OF COUNTY ROAD M-3 ON THE RIGHT.  TURN RIGHT
 RD1764'AND TRAVEL NORTH ALONG COUNTY ROAD M-3 1.95 MILES TO THE STATION
 RD1764'ON THE RIGHT.  THE STATION IS IN THE AREA OF THE DODSON
 RD1764'FARMSTEAD.
 RD1764'
 RD1764'THE STATION IS A U.S. ENGINEERS DISH IN A 12 IN SQUARE CONCRETE
 RD1764'MONUMENT WHICH PROJECTS 5 INCHES ABOVE GROUND SURFACE.  CAP IS
 RD1764'UNSTAMPED.
 RD1764'
 RD1764'R.M. 1 IS A 5/8 IN X 30 IN IRON ROD WITH ALUMINUM CAP.  IT IS
 RD1764'LOCATED 10 FEET WEST OF A POWER POLE AND 18 FEET EAST OF THE
 RD1764'CENTERLINE OF THE ROAD.
 RD1764'
 RD1764'R.M. 2 IS A 5/8 IN X 30 IN IRON ROD WITH POLK COUNTY ALUMINUM
 RD1764'CAP.  IT IS LOCATED 3 FEET SOUTH OF A POWER POLE AND 16 FEET
 RD1764'WEST OF THE CENTERLINE OF THE ROAD.
 RD1764'
 RD1764'HEIGHT OF LIGHT ABOVE STATION MARK 2.24 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2170 ***********************************************************************
 RD2170  DESIGNATION -  DODSON
 RD2170  PID         -  RD2170
 RD2170  STATE/COUNTY-  OR/MULTNOMAH
 RD2170  USGS QUAD   -  MULTNOMAH FALLS (1994)
 RD2170
 RD2170                         *CURRENT SURVEY CONTROL
 RD2170  ___________________________________________________________________
 RD2170* NAD 83(1991)-  45 36 37.12525(N)    122 01 37.15901(W)     ADJUSTED  
 RD2170* NAVD 88     -        19.     (meters)      62.     (feet)  SCALED    
 RD2170  ___________________________________________________________________
 RD2170  LAPLACE CORR-           6.13  (seconds)                    DEFLEC99
 RD2170  GEOID HEIGHT-         -21.92  (meters)                     GEOID03
 RD2170  HORZ ORDER  -  THIRD
 RD2170
 RD2170.The horizontal coordinates were established by classical geodetic methods
 RD2170.and adjusted by the National Geodetic Survey in October 1991.
 RD2170
 RD2170.The orthometric height was scaled from a topographic map.
 RD2170
 RD2170.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2170
 RD2170.The geoid height was determined by GEOID03.
 RD2170
 RD2170;                    North         East     Units Scale Factor Converg.
 RD2170;SPC OR N     -   217,109.275 2,380,902.916   MT  0.99992426   -1 04 58.5
 RD2170;SPC OR N     -   712,300.77  7,811,361.27   iFT  0.99992426   -1 04 58.5
 RD2170;SPC WA S     -    31,939.899   380,887.335   MT  1.00005800   -1 06 33.1
 RD2170;SPC WA S     -   104,789.49  1,249,627.86   sFT  1.00005800   -1 06 33.1
 RD2170;UTM  10      - 5,051,212.408   575,869.608   MT  0.99967077   +0 41 43.2
 RD2170
 RD2170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2170!SPC OR N     -   1.00000045  x   0.99992426  =   0.99992471
 RD2170!SPC WA S     -   1.00000045  x   1.00005800  =   1.00005845
 RD2170!UTM  10      -   1.00000045  x   0.99967077  =   0.99967122
 RD2170
 RD2170:                Primary Azimuth Mark                     Grid Az
 RD2170:SPC OR N     -  CASTLE ROCK 1901                         014 27 39.1
 RD2170:SPC WA S     -  CASTLE ROCK 1901                         014 29 13.7
 RD2170:UTM  10      -  CASTLE ROCK 1901                         012 40 57.4
 RD2170
 RD2170|---------------------------------------------------------------------|
 RD2170| PID    Reference Object                     Distance      Geod. Az  |
 RD2170|                                                           dddmmss.s |
 RD2170| RD2118 CASTLE ROCK 1901                    APPROX. 2.0 KM 0132240.6 |
 RD2170| RD2137 GORMANS BARN                        APPROX. 1.3 KM 0710559.9 |
 RD2170| RD2125 WARREN                              APPROX. 1.5 KM 0735628.4 |
 RD2170| RD2129 MCGOWANS CANNERY NORTH GABLE        APPROX. 0.8 KM 2545435.1 |
 RD2170| RD2180 BUTLERS LANDING ICE HSE 1901        APPROX. 1.2 KM 2920407.5 |
 RD2170|---------------------------------------------------------------------|
 RD2170
 RD2170                          SUPERSEDED SURVEY CONTROL
 RD2170
 RD2170  NAD 83(1986)-  45 36 37.13445(N)    122 01 37.16674(W) AD(       ) 3
 RD2170  NAD 27      -  45 36 37.70500(N)    122 01 32.87500(W) AD(       ) 3
 RD2170
 RD2170.Superseded values are not recommended for survey control.
 RD2170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2170.See file dsdata.txt to determine how the superseded data were derived.
 RD2170
 RD2170_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER7587051212(NAD 83)
 RD2170
 RD2170  HISTORY     - Date     Condition        Report By
 RD2170  HISTORY     - 1901     MONUMENTED       CGS
 RD2170  HISTORY     - 1948     SEE DESCRIPTION  CGS
 RD2170
 RD2170                          STATION DESCRIPTION
 RD2170
 RD2170'DESCRIBED BY COAST AND GEODETIC SURVEY 1901 (FM)
 RD2170'AT DODSONS SIDING ON THE OREGON RAILROAD AND NAVIGATION CO.S TRACKS,
 RD2170'ABOUT ONE-HALF MILE ABOVE MC GOWANS CANNERY, 65.8 METERS WEST OF THE
 RD2170'POST MARKED DODSONS, AND 7.86 METERS FROM THE NORTH RAIL OF THE
 RD2170'TRACK.  THE STATION IS MARKED BY A DRILL HOLE IN A STONE 15 INCHES
 RD2170'BELOW THE SURFACE.  THERE ARE THREE DRILL HOLES IN ROCKS FOR
 RD2170'REFERENCE MARKS, THE FIRST IS DISTANT 2.12 METERS S. 73 DEG 25
 RD2170'MIN E. MAGNETIC, THE SECOND IS DISTANT 1.97 METERS S. 25 DEG 55
 RD2170'MIN W. MAGNETIC, AND THE THIRD IS DISTANT 1.69 METERS N. 57
 RD2170'DEG 34 MIN W. MAGNETIC.
 RD2170
 RD2170                          STATION RECOVERY (1948)
 RD2170
 RD2170'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RAE)
 RD2170'A THOROUGH SEARCH IN THE AREA INDICATED BY THE GEOGRAPHIC POSITION
 RD2170'REVEALED NO TRACE OF THE STATION.  IT IS BELIEVED THAT THE RR TRACK
 RD2170'HAS BEEN RAISED, SINCE THE STATION WAS ESTABLISHED, AND A BROAD
 RD2170'SHOULDER EXTENDED OUT OVER ITS FORMER LOCATION.  IT IS RECOMMENDED
 RD2170'THAT IT BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0998 ***********************************************************************
 PC0998  DESIGNATION -  DODSON
 PC0998  PID         -  PC0998
 PC0998  STATE/COUNTY-  OR/DOUGLAS
 PC0998  USGS QUAD   -  DODSON BUTTE (1987)
 PC0998
 PC0998                         *CURRENT SURVEY CONTROL
 PC0998  ___________________________________________________________________
 PC0998* NAD 83(1991)-  43 07 08.51732(N)    123 14 38.18246(W)     ADJUSTED  
 PC0998* NAVD 88     -       985.6    (meters)    3234.     (feet)  VERTCON   
 PC0998  ___________________________________________________________________
 PC0998  LAPLACE CORR-           3.75  (seconds)                    DEFLEC99
 PC0998  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 PC0998  HORZ ORDER  -  SECOND
 PC0998
 PC0998.The horizontal coordinates were established by classical geodetic methods
 PC0998.and adjusted by the National Geodetic Survey in October 1991.
 PC0998
 PC0998.The NAVD 88 height was computed by applying the VERTCON shift value to
 PC0998.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PC0998
 PC0998.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC0998
 PC0998.The geoid height was determined by GEOID03.
 PC0998
 PC0998;                    North         East     Units Scale Factor Converg.
 PC0998;SPC OR S     -   164,989.676 1,276,752.301   MT  0.99989498   -1 52 38.1
 PC0998;SPC OR S     -   541,304.71  4,188,819.89   iFT  0.99989498   -1 52 38.1
 PC0998;UTM  10      - 4,774,062.176   480,155.308   MT  0.99960484   -0 10 00.3
 PC0998
 PC0998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC0998!SPC OR S     -   0.99984919  x   0.99989498  =   0.99974419
 PC0998!UTM  10      -   0.99984919  x   0.99960484  =   0.99945409
 PC0998
 PC0998                          SUPERSEDED SURVEY CONTROL
 PC0998
 PC0998  NAD 83(1986)-  43 07 08.51471(N)    123 14 38.20309(W) AD(       ) 2
 PC0998  NAD 27      -  43 07 09.09100(N)    123 14 33.96900(W) AD(       ) 2
 PC0998  NGVD 29 (07/19/86)  984.5    (m)         3230.     (f) VERT ANG    3  
 PC0998
 PC0998.Superseded values are not recommended for survey control.
 PC0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0998.See file dsdata.txt to determine how the superseded data were derived.
 PC0998
 PC0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN8015574062(NAD 83)
 PC0998
 PC0998  HISTORY     - Date     Condition        Report By
 PC0998  HISTORY     - 1904     MONUMENTED       USGS
 PC0998  HISTORY     - 1937     SEE DESCRIPTION  CGS
 PC0998
 PC0998                          STATION DESCRIPTION
 PC0998
 PC0998'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (LAM)
 PC0998'THIS INTERSECTED STATION IS ON SUMMIT OF DODSON MOUNTAIN, HIGH
 PC0998'CLEARED BUTTE ABOUT 7 MILES SE OF ROSEBURG, ELEVATION 3,235
 PC0998'FEET.  IT IS IN W PART OF SEC. 24, T. 28 S., R. 5 W.  MARKED BY
 PC0998'COPPER BOLT CEMENTED INTO SOLID ROCK, SURMOUNTED BY 6-FOOT CAIRN.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0999 ***********************************************************************
 PC0999  DESIGNATION -  DODSON
 PC0999  PID         -  PC0999
 PC0999  STATE/COUNTY-  OR/DOUGLAS
 PC0999  USGS QUAD   -  DODSON BUTTE (1987)
 PC0999
 PC0999                         *CURRENT SURVEY CONTROL
 PC0999  ___________________________________________________________________
 PC0999* NAD 83(1991)-  43 07 08.58608(N)    123 14 38.13834(W)     ADJUSTED  
 PC0999* NAVD 88     -       985.6    (meters)    3234.     (feet)  VERTCON   
 PC0999  ___________________________________________________________________
 PC0999  LAPLACE CORR-           3.75  (seconds)                    DEFLEC99
 PC0999  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 PC0999  HORZ ORDER  -  SECOND
 PC0999
 PC0999.The horizontal coordinates were established by classical geodetic methods
 PC0999.and adjusted by the National Geodetic Survey in October 1991.
 PC0999
 PC0999.The NAVD 88 height was computed by applying the VERTCON shift value to
 PC0999.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PC0999
 PC0999.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC0999
 PC0999.The geoid height was determined by GEOID03.
 PC0999
 PC0999;                    North         East     Units Scale Factor Converg.
 PC0999;SPC OR S     -   164,991.764 1,276,753.367   MT  0.99989498   -1 52 38.1
 PC0999;SPC OR S     -   541,311.56  4,188,823.38   iFT  0.99989498   -1 52 38.1
 PC0999;UTM  10      - 4,774,064.294   480,156.311   MT  0.99960484   -0 10 00.2
 PC0999
 PC0999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC0999!SPC OR S     -   0.99984919  x   0.99989498  =   0.99974419
 PC0999!UTM  10      -   0.99984919  x   0.99960484  =   0.99945409
 PC0999
 PC0999|---------------------------------------------------------------------|
 PC0999| PID    Reference Object                     Distance      Geod. Az  |
 PC0999|                                                           dddmmss.s |
 PC0999| CD8464 DODSON RM 3 RESET                    22.689 METERS 08047     |
 PC0999| CD8461 DODSON RM 1                           5.304 METERS 14414     |
 PC0999| CD8460 DODSON AZ MK                                       1892413.2 |
 PC0999| PC1013 SEATTLE SAN FRANCISCO BCN 40 A      APPROX.10.7 KM 2643802.0 |
 PC0999| CD8463 DODSON RM 3                           3.292 METERS 26500     |
 PC0999| CD8462 DODSON RM 2                                        29326     |
 PC0999| PC1009 SEATTLE SAN FRANCISCO BCN 40 B      APPROX.13.8 KM 3175639.4 |
 PC0999|---------------------------------------------------------------------|
 PC0999
 PC0999                          SUPERSEDED SURVEY CONTROL
 PC0999
 PC0999  NAD 83(1986)-  43 07 08.58375(N)    123 14 38.15916(W) AD(       ) 2
 PC0999  NAD 27      -  43 07 09.16360(N)    123 14 33.92570(W) AD(       ) 2
 PC0999  NGVD 29 (07/19/86)  984.5    (m)         3230.     (f) VERT ANG    3  
 PC0999
 PC0999.Superseded values are not recommended for survey control.
 PC0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0999.See file dsdata.txt to determine how the superseded data were derived.
 PC0999
 PC0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN8015674064(NAD 83)
 PC0999_MARKER: DS = TRIANGULATION STATION DISK
 PC0999_SETTING: 66 = SET IN ROCK OUTCROP
 PC0999
 PC0999  HISTORY     - Date     Condition        Report By
 PC0999  HISTORY     - 1942     MONUMENTED       CGS
 PC0999  HISTORY     - 1953     GOOD             CGS
 PC0999  HISTORY     - 1963     GOOD             CGS
 PC0999  HISTORY     - 1970     GOOD             NGS
 PC0999  HISTORY     - 1970     GOOD             OR-019
 PC0999
 PC0999                          STATION DESCRIPTION
 PC0999
 PC0999'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (EHB)
 PC0999'LOCATED 7-1/2 MILES, AIR LINE, SE OF ROSEBURG.  6 MILES, AIR LINE,
 PC0999'S OF DIXONVILLE, AND 6-1/2 MILES, AIR LINE, E OF U.S. HIGHWAY
 PC0999'99, ON THE HIGHEST PART OF THE BALD AND ROCKY SUMMIT OF DODSON
 PC0999'MOUNTAIN.  THE MOUNTAIN SLOPES DOWN SHARPLY ON ALL SIDES, AND
 PC0999'IS HEAVILY TIMBERED ABOUT 100 YARDS BELOW THE PEAK ON THE N AND W
 PC0999'SIDES.  IT IS ON THE PROPERTY OF THE COOPER RANCH.
 PC0999'
 PC0999'STATION IS A BRONZE DISK CEMENTED IN A DRILL HOLE IN BEDROCK
 PC0999'AND IS FLUSH WITH THE GROUND.  IT IS STAMPED DODSON 1942.
 PC0999'
 PC0999'REFERENCE MARK NO.1 IS A BRONZE DISK CEMENTED IN A DRILL HOLE
 PC0999'IN THE TOP OF A LARGE OUTCROP, AND PROJECTS 3 FEET ABOVE THE
 PC0999'GROUND, AND ABOUT 3 FEET ABOVE THE STATION.  IT IS STAMPED
 PC0999'DODSON NO.1 1942.
 PC0999'
 PC0999'REFERENCE MARK NO.2 IS A BRONZE DISK CEMENTED IN A DRILL HOLE
 PC0999'IN THE TOP OF AN OUTCROP WHICH PROJECTS 1 FOOT ABOVE THE GROUND, AND
 PC0999'ABOUT 2 FEET BELOW THE STATION.  IT IS STAMPED DODSON NO. 2 1942.
 PC0999'
 PC0999'THE AZIMUTH MARK IS A BRONZE AZIMUTH MARK DISK CEMENTED IN THE
 PC0999'TOP OF A LARGE OUTCROP WHICH PROJECTS 7 FEET ABOVE THE GROUND.  IT
 PC0999'IS STAMPED DODSON 1942.  IT IS LOCATED 80 FEET W OF THE
 PC0999'LAST-MENTIONED GATE, AND 8 FEET S OF THE FENCE LINE.
 PC0999'
 PC0999'REACHED FROM ROSEBURG BY GOING S ON U.S. HIGHWAY 99 FOR 5.2
 PC0999'MILES TO A SMALL STORE AND FILLING STATION ON THE LEFT.  THENCE
 PC0999'TURN LEFT ON GRAVEL ROAD AND GO E FOR 1.1 MILES.  THENCE LEFT
 PC0999'FORK AND CONTINUE E FOR 0.6 MILE TO A FORKS.  THENCE LEFT FORK
 PC0999'AND CONTINUE EASTERLY FOR 1.8 MILES TO A FORKS.  THENCE LEFT FORK
 PC0999'AND CONTINUE EASTERLY FOR 2.4 MILES.  THENCE KEEP LEFT FORK
 PC0999'AND CONTINUE EASTERLY FOR 0.5 MILE TO A BOARD GATE AND WOODEN
 PC0999'BRIDGE ON THE RIGHT.  THENCE TURN RIGHT THROUGH THE GATE AND
 PC0999'FOLLOW DIRT ROAD SOUTHERLY FOR 0.25 MILE TO RANCH BUILDINGS.
 PC0999'THENCE CONTINUE ON MAIN-TRAVELED ROAD TO THE RIGHT OF THE RANCH
 PC0999'HOUSE AND TO THE LEFT OF THE BARN FOR 0.25 MILE, TO A FORKS.
 PC0999'THENCE LEFT FORK, UPGRADE, SOUTHEASTERLY ON MAIN-TRAVELED BUT
 PC0999'BADLY RUTTED RANCH ROAD FOR 2.0 MILES TO COOPER RANCH
 PC0999'BUILDINGS.  IN WET WEATHER THE STATION MUST BE REACHED ON
 PC0999'FOOT FROM HERE BY PACKING E UP STEEP TIMBERED SLOPE FOR ABOUT 1
 PC0999'1/2 HOURS TO THE TOP AND STATION.  IN DRY WEATHER CONTINUE
 PC0999'SOUTHERLY, UP HILLSIDE FOR 0.2 MILE TO A GATE.  PASS THROUGH
 PC0999'THE GATE AND CONTINUE EASTERLY ON THE RANCH ROAD FOR ABOUT 1
 PC0999'MILE TO THE CREST OF THE RIDGE AND A GATE IN AN E-W FENCE
 PC0999'LINE.  THE AZIMUTH MARK IS ON THE TOP OF A LARGE OUTCROP JUST
 PC0999'TO THE LEFT OF THE GATE.  PASS THROUGH THE GATE AND GO N
 PC0999'CROSS COUNTRY FOR 0.2 MILE TO THE FOOT OF THE STEEP HILL AND END
 PC0999'OF TRUCK TRAVEL.  FROM HERE PACK N UP STEEP GRADE FOR 20
 PC0999'MINUTES TO THE TOP OF THE MOUNTAIN AND STATION.
 PC0999
 PC0999                          STATION RECOVERY (1953)
 PC0999
 PC0999'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CTH)
 PC0999'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 PC0999'GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS CORRECT AND ADEQUATE.
 PC0999
 PC0999                          STATION RECOVERY (1963)
 PC0999
 PC0999'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FN)
 PC0999'THE STATION MARK, REFERENCE MARK NO. 1 AND AZIMUTH MARK WERE
 PC0999'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2 HAD
 PC0999'BEEN DESTROYED, REFERENCE MARK NO. 3 WAS ESTABLISHED.  A NEW AND
 PC0999'COMPLETE DESCRIPTION FOLLOWS.
 PC0999'
 PC0999'THE STATION IS ABOUT 8-1/2 MILES SOUTHEAST OF ROSEBURG AND ABOUT
 PC0999'8 MILES EAST OF WINSTON ON THE SUMMIT OF DODSON BUTTE.
 PC0999'
 PC0999'TO REACH THE STATION FROM THE POST OFFICE IN WINSTON GO NORTHEAST
 PC0999'ON U.S. HIGHWAY 99 FOR 2.2 MILES TO KELLYS KORNER, TURN RIGHT,
 PC0999'SOUTHEAST, AND FOLLOW THE MACADAM ROAD SOUTHEAST TOWARD DIXONVILLE
 PC0999'FOR 6.3 MILES TO A SIDE ROAD LEFT, TURN LEFT AS PER SIGN, 7
 PC0999'DIXONVILLE AND GO NORTHEAST 0.4 MILE TO A SIDE ROAD RIGHT, TURN
 PC0999'RIGHT AS PER SIGN, F.A.A. AND FOLLOW WINDING ROAD NORTHEASTERLY
 PC0999'FOR 2.4 MILES TO COOPERS RANCH.  CONTINUE NORTHEASTERLY ON WINDING
 PC0999'ROAD AND FOLLOWING THE RED AND WHITE MARKER POSTS FOR 1.3
 PC0999'MILES TO A GATE IN THE EAST-WEST FENCE LINE AND THE AZIMUTH
 PC0999'MARK ON THE LEFT.  CONTINUE UPGRADE ON THE WINDING ROAD FOR 1.1
 PC0999'MILES TO THE END OF TRUCK TRAVEL.  FROM HERE PACK NORTHEAST FOR
 PC0999'ABOUT 300 FEET TO THE SUMMIT AND THE STATION.
 PC0999'
 PC0999'THE STATION MARK, STAMPED DODSON 1942, IS A STANDARD DISK
 PC0999'CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE
 PC0999'GROUND.  IT IS 26 FEET SOUTHWEST OF AN 8 BY 12 FOOT WHITE BUILDING
 PC0999'AND 6 FEET SOUTHWEST OF AN ANTENNA POLE WITH A WITNESS SIGN NAILED
 PC0999'ON IT.
 PC0999'
 PC0999'REFERENCE MARK NO. 1, STAMPED DODSON NO 1 1942, IS A STANDARD DISK
 PC0999'CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS ABOUT 1 FOOT.  IT
 PC0999'IS 21 FEET SOUTHEAST OF THE WITNESS SIGN.
 PC0999'
 PC0999'REFERENCE MARK NO. 3, STAMPED DODSON NO 3 1942, IS A STANDARD
 PC0999'DISK CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE
 PC0999'GROUND.  IT IS 16 FEET SOUTHWEST OF THE WITNESS SIGN AND 2-1/2 FEET
 PC0999'BELOW STATION ELEVATION.
 PC0999'
 PC0999'DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 3 IS 24.8 FEET.
 PC0999'
 PC0999'THE AZIMUTH MARK, STAMPED DODSON 1942, IS A STANDARD DISK CEMENTED
 PC0999'IN A MASSIVE BEDROCK THAT PROJECTS 4 FEET.  IT IS 80 FEET WEST OF
 PC0999'THE GATE IN THE EAST-WEST FENCE LINE AND 11 FEET SOUTH OF THE
 PC0999'FENCE.
 PC0999
 PC0999                          STATION RECOVERY (1970)
 PC0999
 PC0999'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 PC0999'THE STATION MARK, REFERENCE MARK NO. 1, AND THE AZIMUTH MARK
 PC0999'WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 2 HAD BEEN
 PC0999'DESTROYED.  REFERENCE MARK NO. 3 WAS ESTABLISHED.  A NEW AND
 PC0999'COMPLETE DESCRIPTION FOLLOWS.
 PC0999'
 PC0999'THE STATION IS 10 MILES SOUTHEAST OF ROSEBURG ON THE SUMMIT OF
 PC0999'DODSON BUTTE.
 PC0999'
 PC0999'TO REACH THE STATION FROM THE WINSTON POST OFFICE GO EAST ON
 PC0999'JORGENS STREET FOR 0.1 MILE TO U.S. HIGHWAY 99, TURN LEFT AND GO
 PC0999'NORTHEAST ON U.S. HIGHWAY 99 FOR 2.2 MILES TO KELLYS KORNER, AT
 PC0999'A CROSSROAD, TURN RIGHT, AND GO SOUTHEAST, AND EAST ON CARNES
 PC0999'ROAD FOR 3.4 MILES TO A FORK, TAKE THE LEFT FORK, DIXONVILLE
 PC0999'ROAD, EAST FOR 0.35 MILE TO MR. F. J. HARRIS DRIVEWAY ON THE
 PC0999'RIGHT, TURN RIGHT, AND GO SOUTHEAST ON THE DRIVEWAY FOR 0.2 MILE
 PC0999'TO A GATE, AND MR. HARRIS RESIDENCE ON THE LEFT.  AFTER
 PC0999'OBTAINING PERMISSION TO TRESPASS PASS THRU THE GATE, AND GO
 PC0999'EASTERLY ON THE MAIN TRAVELED MOUNTAIN ROAD FOR 3.6 MILES TO
 PC0999'A GATE, AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTHEAST
 PC0999'ON THE GRAVELED ROAD FOR 0.5 MILE TO A FORK, TAKE THE LEFT
 PC0999'FORK, LESS TRAVELED ROAD, AND GO NORTHWEST FOR 0.6 MILE TO
 PC0999'THE SUMMIT, AND STATION.
 PC0999'
 PC0999'THE STATION MARK, STAMPED DODSON 1942, IS A STANDARD DISK
 PC0999'CEMENTED IN A DRILL HOLE IN BEDROCK, 28 FEET WEST OF THE CENTER
 PC0999'OF THE ROAD, 10 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF
 PC0999'A CINDER BLOCK BUILDING, AND 5.5 FEET SOUTH-SOUTHWEST OF AN
 PC0999'ANTENNA POLE WITH A WITNESS SIGN NAILED ON IT.
 PC0999'
 PC0999'REFERENCE MARK NO. 1, STAMPED DODSON NO 1 1942, IS A STANDARD
 PC0999'DISK CEMENTED IN A DRILL HOLE IN BEDROCK, 21 FEET SOUTHEAST OF
 PC0999'THE ANTENNA POLE, 15 FEET EAST OF THE NORTHEAST CORNER OF THE
 PC0999'CINDER BLOCK BUILDING, 12 FEET WEST, AND 6 FEET HIGHER THAN THE
 PC0999'ROAD, AND 2 FEET HIGHER THAN THE STATION.
 PC0999'
 PC0999'REFERENCE MARK NO. 3, STAMPED DODSON 1942 NO 3 1970, IS A STANDARD
 PC0999'DISK CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS 2 FEET,
 PC0999'59 FEET EAST-NORTHEAST OF A SMALL WHITE BUILDING MADE OF PLYWOOD,
 PC0999'39 FEET EAST OF THE END OF THE ROAD, AND 8 FEET BELOW STATION
 PC0999'ELEVATION.
 PC0999'
 PC0999'THE AZIMUTH MARK, STAMPED DODSON 1942, IS A STANDARD DISK
 PC0999'CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS 5 FEET, 80
 PC0999'FEET WEST OF THE WEST END OF THE GATE, AND 10 FEET SOUTH OF THE
 PC0999'EAST-WEST FENCE LINE.
 PC0999
 PC0999                          STATION RECOVERY (1970)
 PC0999
 PC0999'RECOVERY NOTE BY DOUGLAS COUNTY OREGON 1970
 PC0999'FOUND AS DESCRIBED AND MARKED AS RECOVERED BY L. F. S. IN 1970.
 PC0999'
 PC0999'T. 28 S., R. 5 W., SEC. 24.
 PC0999'
 PC0999'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES SOUTHEAST
 PC0999'OF ROSEBURG.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AJ7211 ***********************************************************************
 AJ7211  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ7211  DESIGNATION -  DODSON BUTTE CORS ARP
 AJ7211  CORS_ID     -  DDSN
 AJ7211  PID         -  AJ7211
 AJ7211  STATE/COUNTY-  OR/DOUGLAS
 AJ7211  USGS QUAD   -  DODSON BUTTE (1987)
 AJ7211
 AJ7211                         *CURRENT SURVEY CONTROL
 AJ7211  ___________________________________________________________________
 AJ7211* NAD 83(CORS)-  43 07 07.63101(N)    123 14 39.21326(W)     ADJUSTED  
 AJ7211* NAVD 88     -              **(meters)            **(feet)            
 AJ7211  ___________________________________________________________________
 AJ7211  EPOCH DATE  -        2002.00
 AJ7211  X           -  -2,556,648.859 (meters)                     COMP
 AJ7211  Y           -  -3,900,394.750 (meters)                     COMP
 AJ7211  Z           -   4,337,795.475 (meters)                     COMP
 AJ7211  ELLIP HEIGHT-         953.581 (meters)          (08/??/07) ADJUSTED
 AJ7211  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 AJ7211  HORZ ORDER  -  SPECIAL (CORS)
 AJ7211  ELLP ORDER  -  SPECIAL (CORS)
 AJ7211
 AJ7211.ITRF positions are available for this station.
 AJ7211.The coordinates were established by GPS observations
 AJ7211.and adjusted by the National Geodetic Survey in August 2007.
 AJ7211.The coordinates are valid at the epoch date displayed above.
 AJ7211.The epoch date for horizontal control is a decimal equivalence
 AJ7211.of Year/Month/Day.
 AJ7211
 AJ7211
 AJ7211.The PID for the CORS L1 Phase Center is AJ7212.
 AJ7211
 AJ7211.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ7211
 AJ7211.The ellipsoidal height was determined by GPS observations
 AJ7211.and is referenced to NAD 83.
 AJ7211
 AJ7211.The geoid height was determined by GEOID03.
 AJ7211
 AJ7211;                    North         East     Units Scale Factor Converg.
 AJ7211;SPC OR S     -   164,963.106 1,276,728.117   MT  0.99989498   -1 52 38.8
 AJ7211;SPC OR S     -   541,217.54  4,188,740.54   iFT  0.99989498   -1 52 38.8
 AJ7211
 AJ7211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7211!SPC OR S     -   0.99985048  x   0.99989498  =   0.99974548
 AJ7211
 AJ7211                          SUPERSEDED SURVEY CONTROL
 AJ7211
 AJ7211  NAD 83(CORS)-  43 07 07.63111(N)    123 14 39.21292(W) AD(2002.00) c
 AJ7211  ELLIP H (03/??/02)  953.588  (m)                       GP(2002.00) c c
 AJ7211  NAD 83(CORS)-  43 07 07.62977(N)    123 14 39.21270(W) AD(1997.00) c
 AJ7211  ELLIP H (01/??/02)  953.588  (m)                       GP(1997.00) c c
 AJ7211
 AJ7211.Superseded values are not recommended for survey control.
 AJ7211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7211.See file dsdata.txt to determine how the superseded data were derived.
 AJ7211
 AJ7211_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN8013274035(NAD 83)
 AJ7211_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AJ7211
 AJ7211                          STATION DESCRIPTION
 AJ7211
 AJ7211'DESCRIBED BY NATIONAL GEODETIC SURVEY 2007
 AJ7211'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ7211'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ7211'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ7211'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ7211'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AJ7212 ***********************************************************************
 AJ7212  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ7212  DESIGNATION -  DODSON BUTTE CORS L1 PHASE CENTER
 AJ7212  CORS_ID     -  DDSN
 AJ7212  PID         -  AJ7212
 AJ7212  STATE/COUNTY-  OR/DOUGLAS
 AJ7212  USGS QUAD   -  DODSON BUTTE (1987)
 AJ7212
 AJ7212                         *CURRENT SURVEY CONTROL
 AJ7212  ___________________________________________________________________
 AJ7212* NAD 83(CORS)-  43 07 07.63105(N)    123 14 39.21324(W)     ADJUSTED  
 AJ7212* NAVD 88     -              **(meters)            **(feet)            
 AJ7212  ___________________________________________________________________
 AJ7212  EPOCH DATE  -        2002.00
 AJ7212  X           -  -2,556,648.902 (meters)                     COMP
 AJ7212  Y           -  -3,900,394.816 (meters)                     COMP
 AJ7212  Z           -   4,337,795.551 (meters)                     COMP
 AJ7212  ELLIP HEIGHT-         953.691 (meters)          (08/??/07) ADJUSTED
 AJ7212  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 AJ7212  HORZ ORDER  -  SPECIAL (CORS)
 AJ7212  ELLP ORDER  -  SPECIAL (CORS)
 AJ7212
 AJ7212.ITRF positions are available for this station.
 AJ7212.The coordinates were established by GPS observations
 AJ7212.and adjusted by the National Geodetic Survey in August 2007.
 AJ7212.The coordinates are valid at the epoch date displayed above.
 AJ7212.The epoch date for horizontal control is a decimal equivalence
 AJ7212.of Year/Month/Day.
 AJ7212
 AJ7212
 AJ7212.The PID for the CORS ARP is AJ7211.
 AJ7212
 AJ7212.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ7212
 AJ7212.The ellipsoidal height was determined by GPS observations
 AJ7212.and is referenced to NAD 83.
 AJ7212
 AJ7212.The geoid height was determined by GEOID03.
 AJ7212
 AJ7212;                    North         East     Units Scale Factor Converg.
 AJ7212;SPC OR S     -   164,963.107 1,276,728.117   MT  0.99989498   -1 52 38.8
 AJ7212;SPC OR S     -   541,217.54  4,188,740.54   iFT  0.99989498   -1 52 38.8
 AJ7212
 AJ7212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7212!SPC OR S     -   0.99985046  x   0.99989498  =   0.99974546
 AJ7212
 AJ7212                          SUPERSEDED SURVEY CONTROL
 AJ7212
 AJ7212  NAD 83(CORS)-  43 07 07.63115(N)    123 14 39.21290(W) AD(2002.00) c
 AJ7212  ELLIP H (03/??/02)  953.698  (m)                       GP(2002.00) c c
 AJ7212  NAD 83(CORS)-  43 07 07.62981(N)    123 14 39.21268(W) AD(1997.00) c
 AJ7212  ELLIP H (01/??/02)  953.698  (m)                       GP(1997.00) c c
 AJ7212
 AJ7212.Superseded values are not recommended for survey control.
 AJ7212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7212.See file dsdata.txt to determine how the superseded data were derived.
 AJ7212
 AJ7212_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN8013274035(NAD 83)
 AJ7212_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AJ7212
 AJ7212                          STATION DESCRIPTION
 AJ7212
 AJ7212'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AJ7212'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ7212'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ7212'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ7212'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ7212'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AJ7213 ***********************************************************************
 AJ7213  DESIGNATION -  DODSON BUTTE CORS MONUMENT
 AJ7213  PID         -  AJ7213
 AJ7213  STATE/COUNTY-  OR/DOUGLAS
 AJ7213  USGS QUAD   -  DODSON BUTTE (1987)
 AJ7213
 AJ7213                         *CURRENT SURVEY CONTROL
 AJ7213  ___________________________________________________________________
 AJ7213* NAD 83(CORS)-  43 07 07.63101(N)    123 14 39.21326(W)     ADJUSTED  
 AJ7213* NAVD 88     -              **(meters)            **(feet)            
 AJ7213  ___________________________________________________________________
 AJ7213  EPOCH DATE  -        2002.00
 AJ7213  X           -  -2,556,648.827 (meters)                     COMP
 AJ7213  Y           -  -3,900,394.701 (meters)                     COMP
 AJ7213  Z           -   4,337,795.421 (meters)                     COMP
 AJ7213  LAPLACE CORR-           3.77  (seconds)                    DEFLEC99
 AJ7213  ELLIP HEIGHT-         953.502 (meters)          (08/??/07) ADJUSTED
 AJ7213  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 AJ7213  HORZ ORDER  -  A
 AJ7213  ELLP ORDER  -  FOURTH    CLASS I
 AJ7213
 AJ7213.ITRF positions are available for this station.
 AJ7213.The horizontal coordinates were established by GPS observations
 AJ7213.and adjusted by the National Geodetic Survey in August 2007.
 AJ7213.The horizontal coordinates are valid at the epoch date displayed above.
 AJ7213.The epoch date for horizontal control is a decimal equivalence
 AJ7213.of Year/Month/Day.
 AJ7213
 AJ7213
 AJ7213.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ7213
 AJ7213.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ7213
 AJ7213.The ellipsoidal height was determined by GPS observations
 AJ7213.and is referenced to NAD 83.
 AJ7213
 AJ7213.The geoid height was determined by GEOID03.
 AJ7213
 AJ7213;                    North         East     Units Scale Factor Converg.
 AJ7213;SPC OR S     -   164,963.106 1,276,728.117   MT  0.99989498   -1 52 38.8
 AJ7213;SPC OR S     -   541,217.54  4,188,740.54   iFT  0.99989498   -1 52 38.8
 AJ7213;UTM  10      - 4,774,034.903   480,131.935   MT  0.99960486   -0 10 01.0
 AJ7213
 AJ7213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7213!SPC OR S     -   0.99985049  x   0.99989498  =   0.99974549
 AJ7213!UTM  10      -   0.99985049  x   0.99960486  =   0.99945541
 AJ7213
 AJ7213                          SUPERSEDED SURVEY CONTROL
 AJ7213
 AJ7213  NAD 83(2007)-  43 07 07.63244(N)    123 14 39.21314(W) AD(2007.00) 0
 AJ7213  ELLIP H (02/10/07)  953.508  (m)                       GP(2007.00)    
 AJ7213  NAD 83(CORS)-  43 07 07.63111(N)    123 14 39.21292(W) AD(2002.00) A
 AJ7213  ELLIP H (03/??/02)  953.508  (m)                       GP(2002.00) 4 1
 AJ7213  NAD 83(CORS)-  43 07 07.62977(N)    123 14 39.21270(W) AD(1997.00) A
 AJ7213  ELLIP H (01/??/02)  953.508  (m)                       GP(1997.00) 4 1
 AJ7213
 AJ7213.Superseded values are not recommended for survey control.
 AJ7213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7213.See file dsdata.txt to determine how the superseded data were derived.
 AJ7213
 AJ7213_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN8013274035(NAD 83)
 AJ7213_STAMPING: UNKNOWN
 AJ7213'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'DDSN'
 AJ7213'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
 AJ7213'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ7213'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ7213'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ7213'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
 AJ7213'
 AJ7213' 
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2135 ***********************************************************************
 RD2135  DESIGNATION -  DODSON RAILROAD SIGNAL
 RD2135  PID         -  RD2135
 RD2135  STATE/COUNTY-  OR/MULTNOMAH
 RD2135  USGS QUAD   -  MULTNOMAH FALLS (1994)
 RD2135
 RD2135                         *CURRENT SURVEY CONTROL
 RD2135  ___________________________________________________________________
 RD2135* NAD 83(1991)-  45 36 24.49977(N)    122 02 12.27164(W)     NO CHECK  
 RD2135* NAVD 88     -        20.     (meters)      66.     (feet)  SCALED    
 RD2135  ___________________________________________________________________
 RD2135  LAPLACE CORR-           7.09  (seconds)                    DEFLEC99
 RD2135  GEOID HEIGHT-         -21.93  (meters)                     GEOID03
 RD2135  HORZ ORDER  -  THIRD
 RD2135
 RD2135.The horizontal coordinates were established by classical geodetic methods
 RD2135.and adjusted by the National Geodetic Survey in October 1991.
 RD2135.No horizontal observational check was made to the station.
 RD2135
 RD2135.The orthometric height was scaled from a topographic map.
 RD2135
 RD2135.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2135
 RD2135.The geoid height was determined by GEOID03.
 RD2135
 RD2135;                    North         East     Units Scale Factor Converg.
 RD2135;SPC OR N     -   216,734.009 2,380,134.872   MT  0.99992379   -1 05 23.4
 RD2135;SPC OR N     -   711,069.58  7,808,841.44   iFT  0.99992379   -1 05 23.4
 RD2135;SPC WA S     -    31,564.936   380,119.015   MT  1.00005903   -1 06 58.6
 RD2135;SPC WA S     -   103,559.29  1,247,107.14   sFT  1.00005903   -1 06 58.6
 RD2135;UTM  10      - 5,050,813.592   575,113.770   MT  0.99966937   +0 41 18.0
 RD2135
 RD2135!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2135!SPC OR N     -   1.00000030  x   0.99992379  =   0.99992409
 RD2135!SPC WA S     -   1.00000030  x   1.00005903  =   1.00005933
 RD2135!UTM  10      -   1.00000030  x   0.99966937  =   0.99966967
 RD2135
 RD2135                          SUPERSEDED SURVEY CONTROL
 RD2135
 RD2135  NAD 83(1986)-  45 36 24.50899(N)    122 02 12.27923(W) AD(       ) 4
 RD2135  NAD 27      -  45 36 25.07900(N)    122 02 07.98600(W) AD(       ) 3
 RD2135
 RD2135.Superseded values are not recommended for survey control.
 RD2135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2135.See file dsdata.txt to determine how the superseded data were derived.
 RD2135
 RD2135_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER7511450814(NAD 83)
 RD2135
 RD2135  HISTORY     - Date     Condition        Report By
 RD2135  HISTORY     - 1938     MONUMENTED       CGS
 RD2135  HISTORY     - 1947     GOOD             CGS
 RD2135
 RD2135                          STATION DESCRIPTION
 RD2135
 RD2135'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (EHB)
 RD2135'AT DODSON.  THIS SIGNAL DOES NOT SHOW TOWARD THE RIVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC1000 ***********************************************************************
 PC1000  DESIGNATION -  DODSON RM 4
 PC1000  PID         -  PC1000
 PC1000  STATE/COUNTY-  OR/DOUGLAS
 PC1000  USGS QUAD   -  DODSON BUTTE (1987)
 PC1000
 PC1000                         *CURRENT SURVEY CONTROL
 PC1000  ___________________________________________________________________
 PC1000* NAD 83(1991)-  43 07 08.68206(N)    123 14 38.09762(W)     ADJUSTED  
 PC1000* NAVD 88     -       984.98   (+/-2cm)    3231.6    (feet)  VERTCON   
 PC1000  ___________________________________________________________________
 PC1000  LAPLACE CORR-           3.75  (seconds)                    DEFLEC99
 PC1000  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 PC1000  HORZ ORDER  -  SECOND
 PC1000  VERT ORDER  -  THIRD ? (See Below)
 PC1000
 PC1000.The horizontal coordinates were established by classical geodetic methods
 PC1000.and adjusted by the National Geodetic Survey in October 1991.
 PC1000
 PC1000.The NAVD 88 height was computed by applying the VERTCON shift value to
 PC1000.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PC1000.The vertical order pertains to the NGVD 29 superseded value.
 PC1000
 PC1000.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC1000
 PC1000.The geoid height was determined by GEOID03.
 PC1000
 PC1000;                    North         East     Units Scale Factor Converg.
 PC1000;SPC OR S     -   164,994.694 1,276,754.384   MT  0.99989498   -1 52 38.1
 PC1000;SPC OR S     -   541,321.17  4,188,826.72   iFT  0.99989498   -1 52 38.1
 PC1000;UTM  10      - 4,774,067.252   480,157.240   MT  0.99960484   -0 10 00.2
 PC1000
 PC1000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC1000!SPC OR S     -   0.99984929  x   0.99989498  =   0.99974428
 PC1000!UTM  10      -   0.99984929  x   0.99960484  =   0.99945418
 PC1000
 PC1000|---------------------------------------------------------------------|
 PC1000| PID    Reference Object                     Distance      Geod. Az  |
 PC1000|                                                           dddmmss.s |
 PC1000| CD8463 DODSON RM 3                          22.129 METERS 08824     |
 PC1000| CD8461 DODSON RM 1                           7.660 METERS 16337     |
 PC1000| CD8460 DODSON AZ MK                                       1892621.6 |
 PC1000| PC0999 DODSON                                3.102 METERS 19716     |
 PC1000| PC1014 TWO OAKS                            APPROX.19.5 KM 2560839.9 |
 PC1000|---------------------------------------------------------------------|
 PC1000
 PC1000                          SUPERSEDED SURVEY CONTROL
 PC1000
 PC1000  NAD 83(1986)-  43 07 08.67976(N)    123 14 38.11844(W) AD(       ) 2
 PC1000  NAD 27      -  43 07 09.25673(N)    123 14 33.88611(W) AD(       ) 2
 PC1000  NGVD 29 (07/19/86)  983.90   (m)         3228.0    (f) LEVELING    3  
 PC1000
 PC1000.Superseded values are not recommended for survey control.
 PC1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC1000.See file dsdata.txt to determine how the superseded data were derived.
 PC1000
 PC1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN8015774067(NAD 83)
 PC1000_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PC1000_SETTING: 66 = SET IN ROCK OUTCROP
 PC1000_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 PC1000_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PC1000+STABILITY: POSITION/ELEVATION WELL
 PC1000
 PC1000  HISTORY     - Date     Condition        Report By
 PC1000  HISTORY     - 1971     MONUMENTED       OR-019
 PC1000  HISTORY     - 1980     GOOD             OR-019
 PC1000
 PC1000                          STATION DESCRIPTION
 PC1000
 PC1000'DESCRIBED BY DOUGLAS COUNTY OREGON 1971 (FLI)
 PC1000'REFERENCE MONUMENT IS A D.C.S. BRASS DISK CEMENTED IN DRILL HOLE
 PC1000'OF ROCK OUTCROP AND MARKED DODSON R.M. 4 1971.
 PC1000'
 PC1000'PREVIOUS DESCRIPTION FOUND ON PAGE 13 OF BOOK NO. 1147.
 PC1000'
 PC1000'TO REACH THE STATION FROM THE WINSTON POST OFFICE GO EAST ON
 PC1000'JORGENS STREET FOR 0.1 MILE TO U.S. HIGHWAY 99, TURN LEFT AND GO
 PC1000'NORTHEAST ON U.S. HIGHWAY 99 FOR 2.2 MILES TO KELLYS KORNER, AT A
 PC1000'CROSSROAD, TURN RIGHT, AND GO SOUTHEAST, AND EAST ON CARNES ROAD
 PC1000'FOR 3.4 MILES TO A FORK, TAKE THE LEFT FORK, DIXONVILLE ROAD,
 PC1000'EAST FOR 0.35 MILE TO MR. F. J. HARRIS DRIVEWAY ON THE RIGHT,
 PC1000'TURN RIGHT, AND GO SOUTHEAST ON THE DRIVEWAY FOR 0.2 MILE TO A
 PC1000'GATE, AND MR. HARRIS RESIDENCE ON THE LEFT.  AFTER OBTAINING
 PC1000'PERMISSION TO TRESPASS, PASS THRU THE GATE, AND GO EASTERLY ON
 PC1000'THE MAIN TRAVELED MOUNTAIN ROAD FOR 3.6 MILES TO A GATE,
 PC1000'AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTHEAST ON THE
 PC1000'GRAVELED ROAD FOR 0.5 MILE TO A FORK, TAKE THE LEFT FORK, LESS
 PC1000'TRAVELED ROAD, AND GO NORTHWEST FOR 0.6 MILE TO THE SUMMIT,
 PC1000'AND STATION.
 PC1000'
 PC1000'THE STATION MARK, STAMPED DODSON 1942, IS A STANDARD DISK CEMENTED
 PC1000'IN A DRILL HOLE IN BEDROCK, 28 FEET WEST OF THE CENTER OF THE ROAD,
 PC1000'10 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A CINDER BLOCK
 PC1000'BUILDING, AND 5.5 FEET SOUTH-SOUTHWEST OF AN ANTENNA POLE WITH
 PC1000'A WITNESS SIGN NAILED ON IT.  (NOTE 2)
 PC1000'
 PC1000'REFERENCE MARK NO. 1, STAMPED DODSON NO. 1 1942, IS A STANDARD DISK
 PC1000'CEMENTED IN A DRILL HOLE IN BEDROCK, 21 FEET SOUTHEAST OF THE
 PC1000'ANTENNA POLE, 15 FEET EAST OF THE NORTHEAST CORNER OF THE CINDER
 PC1000'BLOCK BUILDING, 12 FEET WEST, AND 6 FEET HIGHER THAN THE ROAD,
 PC1000'AND 2 FEET HIGHER THAN THE STATION.  (NOTE 12A)
 PC1000'
 PC1000'REFERENCE MARK NO. 3, STAMPED DODSON 1942 NO. 3 1970, IS A
 PC1000'STANDARD DISK CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS
 PC1000'2 FEET, 59 FEET EAST-NORTHEAST OF A SMALL WHITE BUILDING MADE OF
 PC1000'PLYWOOD, 39 FEET EAST OF THE END OF THE ROAD, AND 8 FEET BELOW
 PC1000'STATION ELEVATION.  (NOTE 12A)
 PC1000'
 PC1000'THE AZIMUTH MARK, STAMPED DODSON 1942, IS A STANDARD DISK CEMENTED
 PC1000'IN A DRILL HOLE IN BEDROCK THAT PROJECTS 5 FEET, 80 FEET WEST OF THE
 PC1000'WEST END OF THE GATE, AND 10 FEET SOUTH OF THE EAST-WEST FENCE
 PC1000'LINE.  (NOTE 17A)
 PC1000'
 PC1000'T. 28 S., R. 5 W., SEC. 24
 PC1000'
 PC1000'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 PC1000
 PC1000                          STATION RECOVERY (1980)
 PC1000
 PC1000'RECOVERY NOTE BY DOUGLAS COUNTY OREGON 1980 (LEM)
 PC1000'SEE DOUGLAS COUNTY 1971 DESCRIPTION OF CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3829 ***********************************************************************
 RD3829  DESIGNATION -  DOE
 RD3829  PID         -  RD3829
 RD3829  STATE/COUNTY-  OR/COLUMBIA
 RD3829  USGS QUAD   -  DEER ISLAND (1990)
 RD3829
 RD3829                         *CURRENT SURVEY CONTROL
 RD3829  ___________________________________________________________________
 RD3829* NAD 83(1991)-  45 56 54.45379(N)    122 49 02.31647(W)     NO CHECK  
 RD3829* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 RD3829  ___________________________________________________________________
 RD3829  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 RD3829  GEOID HEIGHT-         -22.01  (meters)                     GEOID03
 RD3829  HORZ ORDER  -  THIRD
 RD3829
 RD3829.The horizontal coordinates were established by classical geodetic methods
 RD3829.and adjusted by the National Geodetic Survey in October 1991.
 RD3829.No horizontal observational check was made to the station.
 RD3829
 RD3829.The orthometric height was scaled from a topographic map.
 RD3829
 RD3829.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3829
 RD3829.The geoid height was determined by GEOID03.
 RD3829
 RD3829;                    North         East     Units Scale Factor Converg.
 RD3829;SPC OR N     -   256,142.534 2,320,353.831   MT  0.99998730   -1 38 36.3
 RD3829;SPC OR N     -   840,362.64  7,612,709.42   iFT  0.99998730   -1 38 36.3
 RD3829;SPC WA S     -    71,010.480   320,357.092   MT  0.99997589   -1 40 59.8
 RD3829;SPC WA S     -   232,973.55  1,051,038.23   sFT  0.99997589   -1 40 59.8
 RD3829;UTM  10      - 5,088,337.226   514,159.227   MT  0.99960246   +0 07 52.7
 RD3829
 RD3829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3829!SPC OR N     -   1.00000298  x   0.99998730  =   0.99999028
 RD3829!SPC WA S     -   1.00000298  x   0.99997589  =   0.99997887
 RD3829!UTM  10      -   1.00000298  x   0.99960246  =   0.99960544
 RD3829
 RD3829                          SUPERSEDED SURVEY CONTROL
 RD3829
 RD3829  NAD 83(1986)-  45 56 54.47245(N)    122 49 02.31314(W) AD(       ) 3
 RD3829  NAD 27      -  45 56 55.05699(N)    122 48 57.93436(W) AD(       ) 3
 RD3829
 RD3829.Superseded values are not recommended for survey control.
 RD3829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3829.See file dsdata.txt to determine how the superseded data were derived.
 RD3829
 RD3829_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1415988337(NAD 83)
 RD3829_MARKER: DS = TRIANGULATION STATION DISK
 RD3829_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RD3829_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD3829
 RD3829  HISTORY     - Date     Condition        Report By
 RD3829  HISTORY     - 1937     MONUMENTED       CGS
 RD3829  HISTORY     - 1952     MARK NOT FOUND   USGS
 RD3829
 RD3829                          STATION DESCRIPTION
 RD3829
 RD3829'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (RWK)
 RD3829'STATION IS OPPOSITE THE N END OF MARTIN ISLAND, ABOUT 300 METERS
 RD3829'S OF THE N END OF A SMALL, LOW ISLAND LYING IMMEDIATELY OFF
 RD3829'DEER ISLAND, ABOUT 15 METERS W OF THE NORMAL HIGH-WATER LINE.
 RD3829'
 RD3829'STATION MARK IS A STANDARD DISK, STAMPED DOE 1937, CEMENTED
 RD3829'INTO A LENGTH OF 4-INCH CAST-IRON SOIL PIPE, PROJECTING ABOUT
 RD3829'5 INCHES ABOVE THE GROUND.
 RD3829
 RD3829                          STATION RECOVERY (1952)
 RD3829
 RD3829'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 RD3829'STATION SEARCHED FOR BUT NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2558 ***********************************************************************
 QE2558  DESIGNATION -  DOE
 QE2558  PID         -  QE2558
 QE2558  STATE/COUNTY-  OR/LANE
 QE2558  USGS QUAD   -  YACHATS (1984)
 QE2558
 QE2558                         *CURRENT SURVEY CONTROL
 QE2558  ___________________________________________________________________
 QE2558* NAD 83(1991)-  44 16 31.20656(N)    124 06 40.01032(W)     ADJUSTED  
 QE2558* NAVD 88     -       123.     (meters)     404.     (feet)  SCALED    
 QE2558  ___________________________________________________________________
 QE2558  LAPLACE CORR-          17.15  (seconds)                    DEFLEC99
 QE2558  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 QE2558  HORZ ORDER  -  THIRD
 QE2558
 QE2558.The horizontal coordinates were established by classical geodetic methods
 QE2558.and adjusted by the National Geodetic Survey in October 1991.
 QE2558
 QE2558.The orthometric height was scaled from a topographic map.
 QE2558
 QE2558.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2558
 QE2558.The geoid height was determined by GEOID03.
 QE2558
 QE2558;                    North         East     Units Scale Factor Converg.
 QE2558;SPC OR S     -   296,013.667 1,211,774.854   MT  1.00008167   -2 28 13.9
 QE2558;SPC OR S     -   971,173.45  3,975,639.28   iFT  1.00008167   -2 28 13.9
 QE2558;SPC OR N     -    74,079.883 2,211,800.694   MT  1.00001511   -2 33 39.4
 QE2558;SPC OR N     -   243,044.24  7,256,563.96   iFT  1.00001511   -2 33 39.4
 QE2558;UTM  10      - 4,903,054.698   411,330.270   MT  0.99969669   -0 46 32.6
 QE2558
 QE2558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2558!SPC OR S     -   0.99998446  x   1.00008167  =   1.00006613
 QE2558!SPC OR N     -   0.99998446  x   1.00001511  =   0.99999957
 QE2558!UTM  10      -   0.99998446  x   0.99969669  =   0.99968115
 QE2558
 QE2558:                Primary Azimuth Mark                     Grid Az
 QE2558:SPC OR S     -  BAKER                                    165 46 05.7
 QE2558:SPC OR N     -  BAKER                                    165 51 31.2
 QE2558:UTM  10      -  BAKER                                    164 04 24.4
 QE2558
 QE2558|---------------------------------------------------------------------|
 QE2558| PID    Reference Object                     Distance      Geod. Az  |
 QE2558|                                                           dddmmss.s |
 QE2558| QE2576 BAKER                               APPROX. 4.3 KM 1631751.8 |
 QE2558| CE1420 DOE RM                               10.900 METERS 33856     |
 QE2558|---------------------------------------------------------------------|
 QE2558
 QE2558                          SUPERSEDED SURVEY CONTROL
 QE2558
 QE2558  NAD 83(1986)-  44 16 31.22002(N)    124 06 40.07646(W) AD(       ) 3
 QE2558  NAD 27      -  44 16 31.84243(N)    124 06 35.64394(W) AD(       ) 3
 QE2558
 QE2558.Superseded values are not recommended for survey control.
 QE2558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2558.See file dsdata.txt to determine how the superseded data were derived.
 QE2558
 QE2558_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ1133003055(NAD 83)
 QE2558_MARKER: Z = SEE DESCRIPTION
 QE2558_SETTING: 0 = UNSPECIFIED SETTING
 QE2558
 QE2558  HISTORY     - Date     Condition        Report By
 QE2558  HISTORY     - 1927     MONUMENTED       CGS
 QE2558  HISTORY     - 1932     SEE DESCRIPTION  CGS
 QE2558
 QE2558                          STATION DESCRIPTION
 QE2558
 QE2558'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (GLB)
 QE2558'STATION IS LOCATED ON THE W EDGE OF TOP OF THE FIRST PROMINENT
 QE2558'BARE GRASSY HILL S OF CAPE PERPETUA.  A ROAD LEADS AROUND BASE OF
 QE2558'HILL AND A DIM TRAIL WILL BE SEEN LEADING UP THE S SIDE OF HILL
 QE2558'TO TOP NEAR STATION.
 QE2558'
 QE2558'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN
 QE2558'DRILL HOLES IN OUTCROPPING BEDROCK FLUSH WITH SURFACE OF GROUND.
 QE2558
 QE2558                          STATION RECOVERY (1932)
 QE2558
 QE2558'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (LAM)
 QE2558'STATION AND REFERENCE MARKS FOUND IN GOOD CONDITION.
 QE2558'
 QE2558'LOCATED ON THE W EDGE OF TOP OF THE FIRST PROMINENT BARE GRASSY
 QE2558'HILL S OF CAPE PERPETUA.  THE OREGON COAST HIGHWAY SKIRTS THE BASE
 QE2558'OF THIS HILL, WHICH TERMINATES IN CAPTAIN COOK POINT.  A TRAIL
 QE2558'LEADS FROM THE HIGHWAY UP THE S SIDE OF THE HILL TO THE TOP NEAR
 QE2558'THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC2170 ***********************************************************************
 SC2170  DESIGNATION -  DOG
 SC2170  PID         -  SC2170
 SC2170  STATE/COUNTY-  OR/CLATSOP
 SC2170  USGS QUAD   -  WARRENTON (1996)
 SC2170
 SC2170                         *CURRENT SURVEY CONTROL
 SC2170  ___________________________________________________________________
 SC2170* NAD 83(1991)-  46 10 51.37153(N)    123 53 46.31704(W)     ADJUSTED  
 SC2170* NAVD 88     -              **(meters)            **(feet)            
 SC2170  ___________________________________________________________________
 SC2170  LAPLACE CORR-          15.06  (seconds)                    DEFLEC99
 SC2170  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 SC2170  HORZ ORDER  -  THIRD
 SC2170
 SC2170.The horizontal coordinates were established by classical geodetic methods
 SC2170.and adjusted by the National Geodetic Survey in October 1991.
 SC2170
 SC2170
 SC2170.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2170
 SC2170.The geoid height was determined by GEOID03.
 SC2170
 SC2170;                    North         East     Units Scale Factor Converg.
 SC2170;SPC OR N     -   284,917.843 2,237,841.886   MT  1.00005106   -2 24 30.7
 SC2170;SPC OR N     -   934,769.83  7,342,000.94   iFT  1.00005106   -2 24 30.7
 SC2170;SPC WA S     -    99,854.776   237,874.968   MT  0.99993933   -2 28 01.1
 SC2170;SPC WA S     -   327,606.88    780,428.12   sFT  0.99993933   -2 28 01.1
 SC2170;UTM  10      - 5,114,541.430   430,831.879   MT  0.99965881   -0 38 48.0
 SC2170
 SC2170                          SUPERSEDED SURVEY CONTROL
 SC2170
 SC2170  NAD 83(1986)-  46 10 51.38309(N)    123 53 46.29775(W) AD(       ) 4
 SC2170  NAD 27      -  46 10 52.00891(N)    123 53 41.77775(W) AD(       ) 3
 SC2170
 SC2170.Superseded values are not recommended for survey control.
 SC2170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2170.See file dsdata.txt to determine how the superseded data were derived.
 SC2170
 SC2170_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS3083214541(NAD 83)
 SC2170
 SC2170  HISTORY     - Date     Condition        Report By
 SC2170  HISTORY     - 1951     MONUMENTED       CGS
 SC2170  HISTORY     - 1957     SEE DESCRIPTION  CGS
 SC2170
 SC2170                          STATION DESCRIPTION
 SC2170
 SC2170'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (HGC)
 SC2170'WHITE CROSS-BANNER NAILED TO THE NW CORNER OF OLD DOCK RUINS IN
 SC2170'THE NW PART OF YOUNGS BAY.  THIS CROSS-BANNER WAS NAILED ONTO A 2
 SC2170'BY 4 AND THIS 2 BY 4 NAILED TO THE NW CORNER PILE OF OLD DOCK NOW
 SC2170'IN RUINS.  IT IS ABOUT 750 METERS ESE OF TRIANGULATION STATION
 SC2170'SKIPAN 1951.
 SC2170'
 SC2170'APPROXIMATE ELEVATION ABOVE HIGH-WATER MARK - 15 FEET.
 SC2170
 SC2170                          STATION RECOVERY (1957)
 SC2170
 SC2170'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (VRS)
 SC2170'STATION DESTROYED.  THE WHITE CROSS BANNER NO LONGER EXISTS AND IT
 SC2170'IS DOUBTFUL THAT THE PRESENT NORTHWEST CORNER OF PIER RUINS IS THE
 SC2170'SAME AS IT WAS IN 1951.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0814 ***********************************************************************
 NY0814  DESIGNATION -  DOG
 NY0814  PID         -  NY0814
 NY0814  STATE/COUNTY-  OR/LAKE
 NY0814  USGS QUAD   -  DOG LAKE (1980)
 NY0814
 NY0814                         *CURRENT SURVEY CONTROL
 NY0814  ___________________________________________________________________
 NY0814* NAD 83(1991)-  42 07 06.91198(N)    120 43 05.72596(W)     ADJUSTED  
 NY0814* NAVD 88     -      2115.17   (+/-2cm)    6939.5    (feet)  VERTCON   
 NY0814  ___________________________________________________________________
 NY0814  LAPLACE CORR-           2.50  (seconds)                    DEFLEC99
 NY0814  GEOID HEIGHT-         -21.43  (meters)                     GEOID03
 NY0814  HORZ ORDER  -  FIRST
 NY0814  VERT ORDER  -  THIRD ? (See Below)
 NY0814
 NY0814.The horizontal coordinates were established by classical geodetic methods
 NY0814.and adjusted by the National Geodetic Survey in October 1991.
 NY0814
 NY0814.The NAVD 88 height was computed by applying the VERTCON shift value to
 NY0814.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NY0814.The vertical order pertains to the NGVD 29 superseded value.
 NY0814
 NY0814.The Laplace correction was computed from DEFLEC99 derived deflections.
 NY0814
 NY0814.The geoid height was determined by GEOID03.
 NY0814
 NY0814;                    North         East     Units Scale Factor Converg.
 NY0814;SPC OR S     -    50,225.971 1,481,949.757   MT  1.00006097   -0 08 57.6
 NY0814;SPC OR S     -   164,783.37  4,862,039.89   iFT  1.00006097   -0 08 57.6
 NY0814;UTM  10      - 4,665,462.526   688,622.346   MT  1.00003779   +1 31 50.7
 NY0814
 NY0814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NY0814!SPC OR S     -   0.99967173  x   1.00006097  =   0.99973268
 NY0814!UTM  10      -   0.99967173  x   1.00003779  =   0.99970950
 NY0814
 NY0814|---------------------------------------------------------------------|
 NY0814| PID    Reference Object                     Distance      Geod. Az  |
 NY0814|                                                           dddmmss.s |
 NY0814| CD6415 DOG RM N                              4.571 METERS 00302     |
 NY0814| NY0808 GRIZZLY PEAK SUMMIT                 APPROX.16.3 KM 0233939.9 |
 NY0814| NY0767 CROOK PEAK HIGHEST POINT            APPROX.54.1 KM 0594625.8 |
 NY0814| NY0771 PEAK FIRST NORTH OF DRAKE           APPROX.51.8 KM 0631557.2 |
 NY0814| NY0770 DRAKE PEAK LOOKOUT HOUSE            APPROX.50.5 KM 0661338.0 |
 NY0814| NY0764 DRAKE PEAK CAIRN                    APPROX.53.1 KM 0672821.6 |
 NY0814| NY0785 LAKEVIEW LAKE CO TOWER CTHSE        APPROX.31.8 KM 0753704.1 |
 NY0814| NY0813 DOG MTN LOOKOUT                       3.418 METERS 15659     |
 NY0814| CD6416 DOG RM S                              3.300 METERS 18014     |
 NY0814| CD6417 DOG RM 3                              6.054 METERS 21821     |
 NY0814| CD6414 DOG AZ MK                                          2482611.5 |
 NY0814| NY0825 FISHHOLE MOUNTAIN TALLEST TREE      APPROX.16.4 KM 3364200.1 |
 NY0814|---------------------------------------------------------------------|
 NY0814
 NY0814                          SUPERSEDED SURVEY CONTROL
 NY0814
 NY0814  NAD 83(1986)-  42 07 06.91426(N)    120 43 05.72576(W) AD(       ) 1
 NY0814  NAD 27      -  42 07 07.33800(N)    120 43 01.85100(W) AD(       ) 1
 NY0814  NGVD 29 (07/19/86) 2113.96   (m)         6935.6    (f) LEVELING    3  
 NY0814
 NY0814.Superseded values are not recommended for survey control.
 NY0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0814.See file dsdata.txt to determine how the superseded data were derived.
 NY0814
 NY0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM8862265463(NAD 83)
 NY0814
 NY0814  HISTORY     - Date     Condition        Report By
 NY0814  HISTORY     - 1920     MONUMENTED       CGS
 NY0814  HISTORY     - 1931     SEE DESCRIPTION  CGS
 NY0814  HISTORY     - 1935     SEE DESCRIPTION  USFS
 NY0814  HISTORY     - 1948     SEE DESCRIPTION  CGS
 NY0814
 NY0814                          STATION DESCRIPTION
 NY0814
 NY0814'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 NY0814'ABOUT 22 MILES S BY W FROM LAKEVIEW, 2-1/2 MILES BY TRAIL N BY
 NY0814'W FROM DOG LAKE RANGER STATION, AND 5 METERS NE FROM A FOREST
 NY0814'SERVICE LOOKOUT WHICH OCCUPIES THE HIGHEST POINT ON DOG
 NY0814'MOUNTAIN.  THE STATION IS MARKED BY A BRONZE TABLET IN BEDROCK,
 NY0814'AS DESCRIBED IN NOTE 2.  TWO REFERENCE MARKS, BRONZE TABLETS IN
 NY0814'BEDROCK, NOTE 12A, ARE, RESPECTIVELY, 3.30 METERS (10.8 FEET)
 NY0814'FROM THE STATION IN AZIMUTH 0 DEG 14 MIN AND 4.58 METERS (15.0
 NY0814'FEET) IN AZIMUTH 182 DEG 53 MIN.  IN 1931 IT WAS FOUND THAT THE
 NY0814'REFERENCE MARK S OF THE STATION HAD BEEN COVERED UP BY THE
 NY0814'ERECTION OF A LOOKOUT HOUSE, THE CENTER OF WHICH IS 3.85
 NY0814'METERS (12.6 FEET) S OF THE STATION.
 NY0814
 NY0814                          STATION RECOVERY (1935)
 NY0814
 NY0814'RECOVERY NOTE BY US FOREST SERVICE 1935
 NY0814'ABOUT 22 MILES S OF W FROM LAKEVIEW, 4 MILES BY ROAD W OF N
 NY0814'FROM DOG LAKE RANGER STATION, 3.85 METERS (12.6 FEET) N OF
 NY0814'CENTER OF FOREST SERVICE LOOKOUT, WHICH OCCUPIES HIGHEST POINT
 NY0814'ON DOG MOUNTAIN.
 NY0814'
 NY0814'TO REACH FROM POST OFFICE AT LAKEVIEW, GO W 17.0 MILES ON
 NY0814'KLAMATH FALLS-LAKEVIEW HIGHWAY (STATE HIGHWAY 66) TO SIGN DOG
 NY0814'LAKE, TURN LEFT OFF MAIN ROAD AND GO 14.4 MILES TO DOG LAKE AND
 NY0814'RANGER STATION, THENCE BY ROAD TO SUMMIT AND STATION SITE.
 NY0814'
 NY0814'DOG MOUNTAIN LOOKOUT HOUSE, CENTER, IS 4.045 METERS (13.27
 NY0814'FEET) S OF STATION DOG IN AZIMUTH 343 DEG 15 MIN.
 NY0814'
 NY0814'AZIMUTH FROM STATION TO LAKEVIEW, COURTHOUSE, FINIAL, IS 255
 NY0814'DEG 37 MIN 00 SEC.
 NY0814
 NY0814                          STATION RECOVERY (1948)
 NY0814
 NY0814'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (WRH)
 NY0814'THE STATION WAS RECOVERED AS DESCRIBED.  REFERENCE MARK NUMBER
 NY0814'ONE WAS RECOVERED AND REFERENCE MARK NUMBER TWO WAS DESTROYED
 NY0814'WHEN THE DOG LAKE LOOKOUT HOUSE WAS REBUILT.  THE TWO MARKS WERE
 NY0814'FOUND IN GOOD CONDITION.  A COMPLETE DESCRIPTION FOLLOWS.
 NY0814'
 NY0814'THE STATION IS LOCATED ON THE SUMMIT OF DOG MOUNTAIN THAT LIES
 NY0814'ABOUT 22 MILES AIRLINE SOUTH OF WEST FROM LAKEVIEW, ABOUT 4
 NY0814'MILES BY ROAD FROM THE DOG LAKE RANGER STATION, 11.2 FEET NORTH
 NY0814'NORTHWEST OF THE CENTER OF THE LOOKOUT HOUSE.
 NY0814'
 NY0814'THE STATION IS A STANDARD DISK SET IN A DRILL HOLE IN
 NY0814'OUTCROPPING BEDROCK AS DESCRIBED IN NOTE 2.  IT PROJECTS 12 INCHES
 NY0814'ABOVE THE SURFACE AND IS STAMPED DOG 1920.
 NY0814'
 NY0814'REFERENCE MARK NUMBER ONE IS A STANDARD REFERENCE DISK THAT IS
 NY0814'SET IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS ABOUT
 NY0814'18 INCHES ABOVE THE GROUND AND IS ABOUT 6 INCHES LOWER THAN THE
 NY0814'STATION.  THE DISK IS STAMPED DOG 1920.
 NY0814'
 NY0814'REFERENCE MARK NUMBER THREE AND AN AZIMUTH MARK WERE ESTABLISHED
 NY0814'AND WILL BE DESCRIBED IN THE FOLLOWING PARAGRAPHS.
 NY0814'
 NY0814'REFERENCE MARK NUMBER THREE IS A STANDARD REFERENCE DISK SET
 NY0814'IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS ABOUT 10 FEET
 NY0814'WEST AND BELOW THE WEST SIDE OF THE LOOKOUT HOUSE.  THE DISK IS
 NY0814'STAMPED DOG 1920 NO 3 1948 AND IS LOCATED ON A LEDGE THAT DROPS
 NY0814'OFF ABOUT 4 FEET ON THE NORTHWEST SIDE.
 NY0814'
 NY0814'THE AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK THAT IS SET IN
 NY0814'A DRILL HOLE IN AN OUTCROPPING BOULDER THAT PROJECTS 4 INCHES
 NY0814'ABOVE THE GROUND.  IT IS 17 FEET WEST OF THE CENTERLINE OF THE
 NY0814'ROAD LEADING TO THE LOOKOUT, 4 FEET NORTHWEST OF A 3 FOOT
 NY0814'CAIRN.  THE DISK IS STAMPED DOG 1920 1948.  TO REACH THE MARK
 NY0814'FROM THE STATION GO DOWN GRADE ON THE ROAD FOR ABOUT 0.4 MILE
 NY0814'TO THE MARK ON THE RIGHT, WEST, AS DESCRIBED.  THIS MILEAGE IS
 NY0814'APPROXIMATE AS THE STATION COULD NOT BE DRIVEN TO AT THE TIME
 NY0814'OF OCCUPATION.
 NY0814'
 NY0814'THE DOG MTN. LOOKOUT HOUSE IS A STANDARD FOREST SERVICE LOOKOUT
 NY0814'THAT IS SITTING ON THE HIGHEST POINT OF THE MOUNTAIN.  THE
 NY0814'POINT THAT WAS LOCATED BY DISTANCE AND DIRECTION IS THE CENTER
 NY0814'OF THE FIRE FINDER.
 NY0814'
 NY0814'TO REACH THE STATION FROM THE U.S. POST OFFICE IN LAKEVIEW GO
 NY0814'WEST ON STATE HIGHWAY 66 AS PER SIGN KLAMATH FALLS FOR 7.5
 NY0814'MILES TO A ROAD LEFT AND A SIGN DOG LAKE.  TURN LEFT, SOUTH,
 NY0814'AND FOLLOW THE MAIN TRAVELED ROAD AS PER THE SIGNS DOG LAKE AND
 NY0814'DREWS DAM, SOUTH AND WEST, FOR 17.8 MILES TO A ROAD RIGHT AND A
 NY0814'SIGN DOG LAKE L.O. 2.  TURN RIGHT, NORTHWESTERLY, AND FOLLOW
 NY0814'THE ROAD UP THE STEEP GRADE FOR ABOUT 3 MILES TO THE LOOKOUT
 NY0814'AND THE STATION AS DESCRIBED.  THIS LAST MILEAGE COULD NOT BE
 NY0814'CHECKED AS THE STATION WAS PACKED FROM THE FORK AND THE SIGN
 NY0814'DOG LAKE L.O. 2.
 NY0814'
 NY0814'OBSERVATIONS MADE FROM A 1.14 METER STAND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1195 ***********************************************************************
 NZ1195  DESIGNATION -  DOG
 NZ1195  PID         -  NZ1195
 NZ1195  STATE/COUNTY-  OR/JOSEPHINE
 NZ1195  USGS QUAD   -  GOLDEN (1996)
 NZ1195
 NZ1195                         *CURRENT SURVEY CONTROL
 NZ1195  ___________________________________________________________________
 NZ1195* NAD 83(1991)-  42 42 39.62589(N)    123 21 53.33588(W)     ADJUSTED  
 NZ1195* NAVD 88     -       439.5    (meters)    1442.     (feet)  VERTCON   
 NZ1195  ___________________________________________________________________
 NZ1195  LAPLACE CORR-           5.70  (seconds)                    DEFLEC99
 NZ1195  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 NZ1195  HORZ ORDER  -  SECOND
 NZ1195
 NZ1195.The horizontal coordinates were established by classical geodetic methods
 NZ1195.and adjusted by the National Geodetic Survey in October 1991.
 NZ1195
 NZ1195.The NAVD 88 height was computed by applying the VERTCON shift value to
 NZ1195.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NZ1195
 NZ1195.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ1195
 NZ1195.The geoid height was determined by GEOID03.
 NZ1195
 NZ1195;                    North         East     Units Scale Factor Converg.
 NZ1195;SPC OR S     -   120,021.765 1,265,371.437   MT  0.99992630   -1 57 35.8
 NZ1195;SPC OR S     -   393,772.19  4,151,481.09   iFT  0.99992630   -1 57 35.8
 NZ1195;UTM  10      - 4,728,787.962   470,125.494   MT  0.99961098   -0 14 50.8
 NZ1195
 NZ1195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NZ1195!SPC OR S     -   0.99993480  x   0.99992630  =   0.99986110
 NZ1195!UTM  10      -   0.99993480  x   0.99961098  =   0.99954580
 NZ1195
 NZ1195|---------------------------------------------------------------------|
 NZ1195| PID    Reference Object                     Distance      Geod. Az  |
 NZ1195|                                                           dddmmss.s |
 NZ1195| NZ1202 MOX                                 352.049 METERS 19956     |
 NZ1195| NZ1200 TAP                                 453.187 METERS 3301110.9 |
 NZ1195|---------------------------------------------------------------------|
 NZ1195
 NZ1195                          SUPERSEDED SURVEY CONTROL
 NZ1195
 NZ1195  NAD 83(1986)-  42 42 39.60738(N)    123 21 53.35608(W) AD(       ) 2
 NZ1195  NAD 27      -  42 42 40.18330(N)    123 21 49.12020(W) AD(       ) 2
 NZ1195  NGVD 29 (07/19/86)  438.5    (m)         1439.     (f) VERT ANG    3  
 NZ1195
 NZ1195.Superseded values are not recommended for survey control.
 NZ1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1195.See file dsdata.txt to determine how the superseded data were derived.
 NZ1195
 NZ1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN7012528788(NAD 83)
 NZ1195_MARKER: Z = SEE DESCRIPTION
 NZ1195_SETTING: 0 = UNSPECIFIED SETTING
 NZ1195_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ1195
 NZ1195  HISTORY     - Date     Condition        Report By
 NZ1195  HISTORY     - 1963     MONUMENTED       ORDT
 NZ1195
 NZ1195                          STATION DESCRIPTION
 NZ1195
 NZ1195'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1963 (FN)
 NZ1195'THE STATION IS ABOUT 2 MILES EAST OF WOLF CREEK, NEAR A CURVE
 NZ1195'WHERE THE HIGHWAY CURVES TO THE NORTH.
 NZ1195'
 NZ1195'TO REACH THE STATION FROM THE POST OFFICE IN WOLF CREEK GO
 NZ1195'SOUTHEAST 0.05 MILE TO U.S. HIGHWAY 99, TURN LEFT AND GO EASTERLY
 NZ1195'ON U.S. HIGHWAY 99 FOR 1.9 MILES TO THE STATION ON THE RIGHT.
 NZ1195'
 NZ1195'THE STATION MARK, STAMPED DOG USC AND GS 1962, IS AN OREGON STATE
 NZ1195'HIGHWAY DEPT. STATION MARK DISC BRAZED TO THE TOP OF A 2 1/2-INCH
 NZ1195'IRON PIPE THAT PROJECTS 6 INCHES AND IS SET IN A CONCRETE
 NZ1195'BASE.  IT IS 0.15 MILE SOUTH OF MILE POST 240, 99 FEET SOUTHEAST
 NZ1195'OF THE CENTER OF U.S. HIGHWAY 99, 36 FEET NORTHEAST OF THE CENTER
 NZ1195'OF UPPER WOLF CREEK ROAD, 13 FEET NORTHWEST OF THE CENTER OF A
 NZ1195'DIRT ROAD AND 4 FEET SOUTH OF A WOODEN WITNESS POST.
 NZ1195'
 NZ1195'THE STATION WAS MARKED IN 1962 AND OCCUPIED IN 1963.
 NZ1195'
 NZ1195'THERE WERE NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1986 ***********************************************************************
 QE1986  DESIGNATION -  DOG
 QE1986  PID         -  QE1986
 QE1986  STATE/COUNTY-  OR/POLK
 QE1986  USGS QUAD   -  MONMOUTH (1986)
 QE1986
 QE1986                         *CURRENT SURVEY CONTROL
 QE1986  ___________________________________________________________________
 QE1986* NAD 83(1991)-  44 48 12.07866(N)    123 14 06.38278(W)     ADJUSTED  
 QE1986* NAVD 88     -       106.     (meters)     348.     (feet)  SCALED    
 QE1986  ___________________________________________________________________
 QE1986  LAPLACE CORR-          -7.67  (seconds)                    DEFLEC99
 QE1986  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 QE1986  HORZ ORDER  -  SECOND
 QE1986
 QE1986.The horizontal coordinates were established by classical geodetic methods
 QE1986.and adjusted by the National Geodetic Survey in October 1991.
 QE1986
 QE1986.The orthometric height was scaled from a topographic map.
 QE1986
 QE1986.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE1986
 QE1986.The geoid height was determined by GEOID03.
 QE1986
 QE1986;                    North         East     Units Scale Factor Converg.
 QE1986;SPC OR N     -   129,972.770 2,283,668.905   MT  0.99991480   -1 56 22.9
 QE1986;SPC OR N     -   426,419.85  7,492,352.05   iFT  0.99991480   -1 56 22.9
 QE1986;UTM  10      - 4,961,132.913   481,406.752   MT  0.99960425   -0 09 56.4
 QE1986
 QE1986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE1986!SPC OR N     -   0.99998690  x   0.99991480  =   0.99990170
 QE1986!UTM  10      -   0.99998690  x   0.99960425  =   0.99959115
 QE1986
 QE1986                          SUPERSEDED SURVEY CONTROL
 QE1986
 QE1986  NAD 83(1986)-  44 48 12.10392(N)    123 14 06.40006(W) AD(       ) 2
 QE1986  NAD 27      -  44 48 12.67523(N)    123 14 02.04388(W) AD(       ) 2
 QE1986
 QE1986.Superseded values are not recommended for survey control.
 QE1986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1986.See file dsdata.txt to determine how the superseded data were derived.
 QE1986
 QE1986_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ8140761133(NAD 83)
 QE1986
 QE1986  HISTORY     - Date     Condition        Report By
 QE1986  HISTORY     - 1972     MONUMENTED       USE
 QE1986
 QE1986                          STATION DESCRIPTION
 QE1986
 QE1986'DESCRIBED BY US ENGINEERS 1972
 QE1986'SEE STATION PTS 4 RESET USGS
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1681 ***********************************************************************
 QE1681  DESIGNATION -  DOG
 QE1681  PID         -  QE1681
 QE1681  STATE/COUNTY-  OR/LINN
 QE1681  USGS QUAD   -  ECHO MOUNTAIN (1994)
 QE1681
 QE1681                         *CURRENT SURVEY CONTROL
 QE1681  ___________________________________________________________________
 QE1681* NAD 83(2007)-  44 25 04.66135(N)    122 00 12.01444(W)     ADJUSTED  
 QE1681* NAVD 88     -      1018.936  (meters)    3342.96   (feet)  ADJUSTED  
 QE1681  ___________________________________________________________________
 QE1681  EPOCH DATE  -        2007.00
 QE1681  X           -  -2,418,673.955 (meters)                     COMP
 QE1681  Y           -  -3,870,185.800 (meters)                     COMP
 QE1681  Z           -   4,442,079.545 (meters)                     COMP
 QE1681  LAPLACE CORR-           6.00  (seconds)                    DEFLEC99
 QE1681  ELLIP HEIGHT-         997.410 (meters)          (02/10/07) ADJUSTED
 QE1681  GEOID HEIGHT-         -21.54  (meters)                     GEOID03
 QE1681  DYNAMIC HT  -        1018.587 (meters)    3341.81  (feet)  COMP
 QE1681
 QE1681  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 QE1681  Type    PID    Designation                      North   East  Ellip
 QE1681  -------------------------------------------------------------------
 QE1681  NETWORK QE1681 DOG                               2.39   3.80  13.47
 QE1681  -------------------------------------------------------------------
 QE1681  MODELED GRAV-     980,240.7   (mgal)                       NAVD 88
 QE1681
 QE1681  VERT ORDER  -  FIRST     CLASS II
 QE1681
 QE1681.The horizontal coordinates were established by GPS observations
 QE1681.and adjusted by the National Geodetic Survey in February 2007.
 QE1681
 QE1681.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 QE1681.See www.ngs.noaa.gov/NationalReadjustment for more information.
 QE1681.The horizontal coordinates are valid at the epoch date displayed above.
 QE1681.The epoch date for horizontal control is a decimal equivalence
 QE1681.of Year/Month/Day.
 QE1681
 QE1681.The orthometric height was determined by differential leveling
 QE1681.and adjusted in June 1991.
 QE1681
 QE1681.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QE1681
 QE1681.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE1681
 QE1681.The ellipsoidal height was determined by GPS observations
 QE1681.and is referenced to NAD 83.
 QE1681
 QE1681.The geoid height was determined by GEOID03.
 QE1681
 QE1681.The dynamic height is computed by dividing the NAVD 88
 QE1681.geopotential number by the normal gravity value computed on the
 QE1681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1681.degrees latitude (g = 980.6199 gals.).
 QE1681
 QE1681.The modeled gravity was interpolated from observed gravity values.
 QE1681
 QE1681;                    North         East     Units Scale Factor Converg.
 QE1681;SPC OR N     -    84,600.304 2,380,282.041   MT  0.99997976   -1 03 58.1
 QE1681;SPC OR N     -   277,560.05  7,809,324.28   iFT  0.99997976   -1 03 58.1
 QE1681;UTM  10      - 4,918,779.619   579,343.549   MT  0.99967742   +0 41 51.3
 QE1681
 QE1681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE1681!SPC OR N     -   0.99984363  x   0.99997976  =   0.99982340
 QE1681!UTM  10      -   0.99984363  x   0.99967742  =   0.99952110
 QE1681
 QE1681                          SUPERSEDED SURVEY CONTROL
 QE1681
 QE1681  NAD 83(1998)-  44 25 04.65930(N)    122 00 12.01360(W) AD(       ) 2
 QE1681  ELLIP H (07/18/02)  997.397  (m)                       GP(       ) 4 1
 QE1681  NAD 83(1991)-  44 25 04.65768(N)    122 00 12.01225(W) AD(       ) 2
 QE1681  ELLIP H (10/15/91)  997.506  (m)                       GP(       ) 4 1
 QE1681  NAD 83(1986)-  44 25 04.67133(N)    122 00 12.02110(W) AD(       ) 2
 QE1681  NGVD 29 (09/20/88) 1017.78   (m)         3339.2    (f) LEVELING    3  
 QE1681
 QE1681.Superseded values are not recommended for survey control.
 QE1681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1681.See file dsdata.txt to determine how the superseded data were derived.
 QE1681
 QE1681_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ7934418780(NAD 83)
 QE1681_MARKER: DS = TRIANGULATION STATION DISK
 QE1681_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QE1681_SP_SET: SHALLOW-SET PIPE
 QE1681_STAMPING: DOG 1987
 QE1681_MARK LOGO: ORDT  
 QE1681_PROJECTION: PROJECTING 15 CENTIMETERS
 QE1681_MAGNETIC: P = MARKER IS A STEEL PIPE
 QE1681_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE1681_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QE1681+SATELLITE: SATELLITE OBSERVATIONS - 1987
 QE1681_ROD/PIPE-DEPTH: 1.1  meters
 QE1681
 QE1681  HISTORY     - Date     Condition        Report By
 QE1681  HISTORY     - 1987     MONUMENTED       ORHD
 QE1681  HISTORY     - 1987     GOOD             NGS
 QE1681
 QE1681                          STATION DESCRIPTION
 QE1681
 QE1681'DESCRIBED BY OREGON HIGHWAY DEPARTMENT 1987 (LLR)
 QE1681'THE STATION IS LOCATED ABOUT 3I MILES NORTHWEST OF SISTERS AND ABOUT
 QE1681'4 MILES SOUTHWEST OF SANTIAM PASS.
 QE1681'
 QE1681'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS 126 AND 20 GO
 QE1681'SOUTH ON HIGHWAY 126 0.2 MILE TO THE MARK ON THE LEFT.
 QE1681'
 QE1681'THE STATION IS A STANDARD ORHD DISK
 QE1681'STAMPED---DOG 1987---,
 QE1681'SET INTO THE TOP OF AN IRON PIPE THAT PROJECTS 20 CENTIMETERS ABOVE
 QE1681'THE GROUND.
 QE1681'20 METERS (66 FT) EAST FROM THE CENTERLINE OF HIGHWAY 126 AND
 QE1681'1 METER (3 FEET) SOUTH FROM A WITNESS POST.
 QE1681
 QE1681                          STATION RECOVERY (1987)
 QE1681
 QE1681'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE1681'40.9 KM (25.40 MI) NE FROM MCKENZIE BRIDGE.
 QE1681'40.9 KM (25.40 MI) NORTHEASTERLY ALONG STATE HIGHWAY 126 FROM ITS
 QE1681'JUNCTION WITH TAYLOR ROAD IN MCKENZIE BRIDGE, NEAR A LARGE LAVA FLOW,
 QE1681'0.43 KM (0.25 MI) SOUTHWEST OF THE JUNCTION OF U.S. HIGHWAY 20, AND
 QE1681'24.7 M (81.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY.
 QE1681'THE MARK IS 1.06 METERS  W FROM  A WITNESS POST
 QE1681'THE MARK IS 2.13 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0813 ***********************************************************************
 NY0813  DESIGNATION -  DOG MTN LOOKOUT
 NY0813  PID         -  NY0813
 NY0813  STATE/COUNTY-  OR/LAKE
 NY0813  USGS QUAD   -  DOG LAKE (1980)
 NY0813
 NY0813                         *CURRENT SURVEY CONTROL
 NY0813  ___________________________________________________________________
 NY0813* NAD 83(1991)-  42 07 06.81031(N)    120 43 05.66688(W)     ADJUSTED  
 NY0813* NAVD 88     -      2115.     (meters)    6939.     (feet)  SCALED    
 NY0813  ___________________________________________________________________
 NY0813  LAPLACE CORR-           2.50  (seconds)                    DEFLEC99
 NY0813  GEOID HEIGHT-         -21.43  (meters)                     GEOID03
 NY0813  HORZ ORDER  -  THIRD
 NY0813
 NY0813.The horizontal coordinates were established by classical geodetic methods
 NY0813.and adjusted by the National Geodetic Survey in October 1991.
 NY0813
 NY0813.The orthometric height was scaled from a topographic map.
 NY0813
 NY0813.The Laplace correction was computed from DEFLEC99 derived deflections.
 NY0813
 NY0813.The geoid height was determined by GEOID03.
 NY0813
 NY0813;                    North         East     Units Scale Factor Converg.
 NY0813;SPC OR S     -    50,222.830 1,481,951.106   MT  1.00006098   -0 08 57.5
 NY0813;SPC OR S     -   164,773.06  4,862,044.31   iFT  1.00006098   -0 08 57.5
 NY0813;SPC CA 1     -   810,069.105 2,106,009.096   MT  1.00014625   +0 50 17.2
 NY0813;SPC CA 1     - 2,657,701.72  6,909,464.84   sFT  1.00014625   +0 50 17.2
 NY0813;UTM  10      - 4,665,459.427   688,623.787   MT  1.00003780   +1 31 50.7
 NY0813
 NY0813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NY0813!SPC OR S     -   0.99967172  x   1.00006098  =   0.99973268
 NY0813!SPC CA 1     -   0.99967172  x   1.00014625  =   0.99981792
 NY0813!UTM  10      -   0.99967172  x   1.00003780  =   0.99970951
 NY0813
 NY0813                          SUPERSEDED SURVEY CONTROL
 NY0813
 NY0813  NAD 83(1986)-  42 07 06.81231(N)    120 43 05.66757(W) AD(       ) 4
 NY0813  NAD 27      -  42 07 07.23600(N)    120 43 01.79200(W) AD(       ) 3
 NY0813
 NY0813.Superseded values are not recommended for survey control.
 NY0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0813.See file dsdata.txt to determine how the superseded data were derived.
 NY0813
 NY0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM8862465459(NAD 83)
 NY0813
 NY0813  HISTORY     - Date     Condition        Report By
 NY0813  HISTORY     - 1948     MONUMENTED       CGS
 NY0813
 NY0813                          STATION DESCRIPTION
 NY0813
 NY0813'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (WRH)
 NY0813'THE STATION IS LOCATED ON THE SUMMIT OF DOG MOUNTAIN, ABOUT 22
 NY0813'MILES AIRLINE SOUTHWEST OF LAKEVIEW, ABOUT 10 MILES AIRLINE NORTH
 NY0813'AND WEST OF DREWS DAM AND ABOUT 4 MILES AIRLINE NORTHWEST OF THE
 NY0813'DOG LAKE RANGER STATION.  GOOD FOREST SERVICE ROADS LEAD TO THE
 NY0813'STATION FROM THE VICINITY OF LAKEVIEW.  IT IS A STANDARD FOREST
 NY0813'SERVICE LOOKOUT HOUSE THAT SITS ON THE HIGHEST POINT OF DOG
 NY0813'MOUNTAIN.  THE BUILDING IS 14 FEET SQUARE AND IS PAINTED
 NY0813'WHITE.  THE CENTER OF THE BUILDING WILL SERVE AS THE PICTURE
 NY0813'POINT FOR THAT VICINITY.
 NY0813'
 NY0813'LOCATED BY DISTANCE AND DIRECTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1035 ***********************************************************************
 OA1035  DESIGNATION -  DOLAN
 OA1035  PID         -  OA1035
 OA1035  STATE/COUNTY-  OR/CURRY
 OA1035  USGS QUAD   -  CAPE SEBASTIAN (1986)
 OA1035
 OA1035                         *CURRENT SURVEY CONTROL
 OA1035  ___________________________________________________________________
 OA1035* NAD 83(1991)-  42 18 04.72849(N)    124 24 11.32039(W)     ADJUSTED  
 OA1035* NAVD 88     -       222.5    (meters)     730.     (feet)  VERTCON   
 OA1035  ___________________________________________________________________
 OA1035  LAPLACE CORR-          14.77  (seconds)                    DEFLEC99
 OA1035  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 OA1035  HORZ ORDER  -  SECOND
 OA1035
 OA1035.The horizontal coordinates were established by classical geodetic methods
 OA1035.and adjusted by the National Geodetic Survey in October 1991.
 OA1035
 OA1035.The NAVD 88 height was computed by applying the VERTCON shift value to
 OA1035.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OA1035
 OA1035.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1035
 OA1035.The geoid height was determined by GEOID03.
 OA1035
 OA1035;                    North         East     Units Scale Factor Converg.
 OA1035;SPC OR S     -    77,998.683 1,178,265.415   MT  1.00000822   -2 40 13.2
 OA1035;SPC OR S     -   255,901.19  3,865,700.18   iFT  1.00000822   -2 40 13.2
 OA1035;UTM  10      - 4,684,184.829   384,343.617   MT  0.99976458   -0 56 40.1
 OA1035
 OA1035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1035!SPC OR S     -   0.99996946  x   1.00000822  =   0.99997768
 OA1035!UTM  10      -   0.99996946  x   0.99976458  =   0.99973405
 OA1035
 OA1035|---------------------------------------------------------------------|
 OA1035| PID    Reference Object                     Distance      Geod. Az  |
 OA1035|                                                           dddmmss.s |
 OA1035| CD8465 DOLAN RM E                            8.530 METERS 08214     |
 OA1035| OA0973 HOUSE ROCK                          APPROX.21.6 KM 1720117.6 |
 OA1035| OA1018 MACKS ARCH                          APPROX. 8.1 KM 1834232.0 |
 OA1035| OA1034 CROOK ROCK                          APPROX. 5.6 KM 1885949.3 |
 OA1035| OA1045 CAPE SEBASTIAN POLE                 APPROX. 3.6 KM 3234220.0 |
 OA1035| OA1043 SEBASTIAN                           APPROX. 3.6 KM 3234629.4 |
 OA1035|---------------------------------------------------------------------|
 OA1035
 OA1035                          SUPERSEDED SURVEY CONTROL
 OA1035
 OA1035  NAD 83(1986)-  42 18 04.70801(N)    124 24 11.32891(W) AD(       ) 2
 OA1035  NAD 27      -  42 18 05.32200(N)    124 24 06.96600(W) AD(       ) 2
 OA1035  NGVD 29 (07/19/86)  221.4    (m)          726.     (f) VERT ANG    3  
 OA1035
 OA1035.Superseded values are not recommended for survey control.
 OA1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1035.See file dsdata.txt to determine how the superseded data were derived.
 OA1035
 OA1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCM8434484185(NAD 83)
 OA1035_MARKER: DS = TRIANGULATION STATION DISK
 OA1035_SETTING: 80 = SET IN A BOULDER
 OA1035_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 OA1035
 OA1035  HISTORY     - Date     Condition        Report By
 OA1035  HISTORY     - 1873     MONUMENTED       CGS
 OA1035  HISTORY     - 1928     GOOD             CGS
 OA1035  HISTORY     - 1934     GOOD             ORGS
 OA1035  HISTORY     - 1934     GOOD             ORGS
 OA1035  HISTORY     - 1934     GOOD             CGS
 OA1035  HISTORY     - 1934     GOOD             ORGS
 OA1035  HISTORY     - 1967     GOOD             CGS
 OA1035
 OA1035                          STATION DESCRIPTION
 OA1035
 OA1035'DESCRIBED BY COAST AND GEODETIC SURVEY 1928
 OA1035'ON A HIGH KNOLL 1/2 MILE S OF WHERE THE ROAD CROSSES MYERS CREEK,
 OA1035'A LITTLE SW OF THE HIGHEST POINT OF THE HILL.
 OA1035'
 OA1035'THE STATION IS MARKED 2 INCHES BELOW THE SURFACE BY A BRONZE DISK
 OA1035'WEDGED IN A DRILL HOLE IN A BOULDER, AND UNDERGROUND BY A CROSS IN
 OA1035'A BOULDER 3 FEET BELOW THE SURFACE.  THE REFERENCE MARK, A BRONZE
 OA1035'DISK WEDGED IN A DRILL HOLE IN A BOULDER, IS 8.53 METERS (28.0
 OA1035'FEET) FROM THE STATION IN AZIMUTH 262 DEG 15 MIN.  EXCEPT FOR A
 OA1035'MOUND OF EARTH 6 FEET TO THE N, IT IS ON THE HIGHEST POINT IN
 OA1035'THE VICINITY.  IT IS 2 FEET E OF THE EDGE OF A HOLE AND IS IN
 OA1035'RANGE WITH THE STATION AND THE LARGEST ROCK ON THE BEACH.
 OA1035
 OA1035                          STATION RECOVERY (1934)
 OA1035
 OA1035'RECOVERY NOTE BY OREGON GEODETIC SURVEY 1934
 OA1035'STATION RECOVERED AS DESCRIBED.  MARK IN GOOD CONDITION.  REFERENCE
 OA1035'MARK IS LOOSE IN SETTING AND NEEDS FRESH CEMENT.
 OA1035
 OA1035                          STATION RECOVERY (1934)
 OA1035
 OA1035'RECOVERY NOTE BY OREGON GEODETIC SURVEY 1934
 OA1035'LOCATED TWO DISKS ON HIGH PROMINENT KNOLL.  DISKS ARE NAMED DOLAN
 OA1035'AND DATED 1907 AND 1924.  REFERENCE DISK NW OF TRIANGULATION DISK
 OA1035'ABOUT 30 FEET.  BOTH MARKS ABOUT 0.5 MILE E OF NEW HIGHWAY AND ON
 OA1035'RIDGE ON HIGH PROMINENT KNOLL.  SEVERAL OLD SNAGS NEAR DISKS NW,
 OA1035'TWO FIRS 8 INCHES IN DIAMETER ON WESTERLY SLOPE 100 FEET W.
 OA1035'MYERS CREEK BRIDGE NW ABOUT 0.25 MILE.  ELEVATION APPROXIMATELY
 OA1035'1,000 FEET.  HOUSE ON DOLAN RANCH 3/4 MILE SE.
 OA1035
 OA1035                          STATION RECOVERY (1934)
 OA1035
 OA1035'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (LJ)
 OA1035'RECOVERED AS DESCRIBED.  STATION MARK IN GOOD CONDITION.  REFERENCE
 OA1035'MARK LOOSE IN SETTING AND NEEDS FRESH CEMENT.
 OA1035
 OA1035                          STATION RECOVERY (1934)
 OA1035
 OA1035'RECOVERY NOTE BY OREGON GEODETIC SURVEY 1934
 OA1035'STATION AND REFERENCE MARK RECOVERED.  STAMPED DOLAN.  THEY ARE
 OA1035'ABOUT 0.5 MILE E OF NEW HIGHWAY ON RIDGE ON HIGH PROMINENT
 OA1035'KNOLL.  SEVERAL OLD SNAGS ARE NEAR DISKS TO THE NW AND TWO 8-INCH
 OA1035'FIR TREES ARE ON W SLOPE ABOUT 100 FEET W.  MYERS CREEK BRIDGE IS
 OA1035'ABOUT 0.25 MILE NW.
 OA1035'
 OA1035'HOUSE ON DOLAN RANCH IS 3/4 MILE SE, ELEVATION APPROXIMATELY
 OA1035'1,000 FEET.
 OA1035
 OA1035                          STATION RECOVERY (1967)
 OA1035
 OA1035'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 OA1035'THE STATION MARK AND REFERENCE MARK WERE RECOVERED IN GOOD
 OA1035'CONDITION.  ROADS AND LANDMARKS HAVE CHANGED.  A NEW AND COMPLETE
 OA1035'DESCRIPTION FOLLOWS.
 OA1035'
 OA1035'THE STATION IS 2 MILES NORTH OF PISTOL RIVER, 3/4 MILE SOUTH OF
 OA1035'THE BRIDGE OVER MYERS CREEK AND 1/2 MILE EAST OF U.S. HIGHWAY 101
 OA1035'ON A GENTLY ROUNDED HILL THAT IS FREE OF BRUSH AND TREES, ON
 OA1035'PASTURE LAND OWNED BY MR. MATHER MC KINLEY.
 OA1035'
 OA1035'TO REACH THE STATION FROM THE PISTOL RIVER POST OFFICE GO NORTH
 OA1035'ON THE MACADAM ROAD, FORMERLY U.S. HIGHWAY 101, FOR 1.8 MILES TO A
 OA1035'MACADAM DRIVEWAY ON THE RIGHT, TURN RIGHT AND GO NORTHEAST ON THE
 OA1035'DRIVEWAY FOR 0.2 MILE TO THE END OF TRUCK TRAVEL AT THE CARETAKERS
 OA1035'RESIDENCE.  PACK THROUGH THE GATE THAT IS JUST NORTHWEST OF THE
 OA1035'HOUSE AND GO NORTH ON THE PASTURE LANE FOR 150 FEET TO THE END
 OA1035'OF THE LANE, THEN PACK EAST-NORTHEAST FOR 1/4 HOUR TO THE FIRST
 OA1035'SUMMIT AND STATION.
 OA1035'
 OA1035'THE STATION MARK, STAMPED DOLAN 1907 1924, IS A STANDARD DISK
 OA1035'CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS FLUSH.  IT IS 110
 OA1035'FEET SOUTHEAST OF TWIN PINE TREES, THE ONLY TREES IN THE PASTURE
 OA1035'NEAR THE STATION, 100 FEET SOUTH OF AN EAST-WEST FENCE LINE AND 3
 OA1035'FEET EAST OF A METAL WITNESS POST.
 OA1035'
 OA1035'THE REFERENCE MARK, STAMPED DOLAN 1907 1924, IS A STANDARD DISK
 OA1035'CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS FLUSH, 24 FEET EAST
 OA1035'OF THE WITNESS POST AND 1 FOOT HIGHER THAN THE STATION.
 OA1035'
 OA1035'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OA1035'2 MILES NORTH OF PISTOL RIVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0354 ***********************************************************************
 RD0354  DESIGNATION -  DOLB
 RD0354  PID         -  RD0354
 RD0354  STATE/COUNTY-  OR/MULTNOMAH
 RD0354  USGS QUAD   -  MOUNT TABOR (1990)
 RD0354
 RD0354                         *CURRENT SURVEY CONTROL
 RD0354  ___________________________________________________________________
 RD0354* NAD 83(1986)-  45 34 01.     (N)    122 35 24.     (W)     SCALED    
 RD0354* NAVD 88     -        21.465  (meters)      70.42   (feet)  POSTED    
 RD0354  ___________________________________________________________________
 RD0354  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 RD0354  DYNAMIC HT  -          21.470 (meters)      70.44  (feet)  COMP
 RD0354  MODELED GRAV-     980,629.3   (mgal)                       NAVD 88
 RD0354
 RD0354  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 RD0354
 RD0354.The horizontal coordinates were scaled from a topographic map and have
 RD0354.an estimated accuracy of +/- 6 seconds.
 RD0354
 RD0354.The orthometric height was determined by differential leveling
 RD0354.and adjusted by the  in 1992.
 RD0354.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 RD0354.was located on a no-check spur therefore a value was not computed.
 RD0354.No vertical observational check was made to the station.
 RD0354
 RD0354.The geoid height was determined by GEOID03.
 RD0354
 RD0354.The dynamic height is computed by dividing the NAVD 88
 RD0354.geopotential number by the normal gravity value computed on the
 RD0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0354.degrees latitude (g = 980.6199 gals.).
 RD0354
 RD0354.The modeled gravity was interpolated from observed gravity values.
 RD0354
 RD0354;                    North         East    Units  Estimated Accuracy
 RD0354;SPC OR N     -   213,270.    2,336,880.      MT  (+/- 180 meters Scaled)
 RD0354
 RD0354                          SUPERSEDED SURVEY CONTROL
 RD0354
 RD0354  NGVD 29 (??/??/92)   20.393  (m)           66.91   (f) ADJ UNCH    1 2
 RD0354
 RD0354.Superseded values are not recommended for survey control.
 RD0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0354.See file dsdata.txt to determine how the superseded data were derived.
 RD0354
 RD0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER319460(NAD 83)
 RD0354_MARKER: DB = BENCH MARK DISK
 RD0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0354_STAMPING: DOLB 66.527 1935
 RD0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0354+STABILITY: SURFACE MOTION
 RD0354
 RD0354  HISTORY     - Date     Condition        Report By
 RD0354  HISTORY     - 1935     MONUMENTED       CGS
 RD0354  HISTORY     - 1941     GOOD             NGS
 RD0354  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RD0354  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 RD0354  HISTORY     - 19941025 MARK NOT FOUND   USPSQD
 RD0354
 RD0354                          STATION DESCRIPTION
 RD0354
 RD0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 RD0354'IN PORTLAND.
 RD0354'ABOUT 2.6 MILES NORTH, AND ABOUT .4 MILE WEST OF MONTAVILLA STATION.
 RD0354'AT INTERSECTION OF N.E. CULLY ROAD AND COLUMBIA BOULEVARD.  ABOUT
 RD0354'CENTER OF CULLY ROAD EXTENDED AT POINT OF INTERSECTION WITH COLUMBIA
 RD0354'BLVD.  ABOUT 22.6 FEET NORTH OF CENTERLINE OF COLUMBIA BOULEVARD.
 RD0354
 RD0354                          STATION RECOVERY (1988)
 RD0354
 RD0354'RECOVERY NOTE BY US POWER SQUADRON 1988 (KRN)
 RD0354'MARK NOT FOUND.
 RD0354
 RD0354                          STATION RECOVERY (1990)
 RD0354
 RD0354'RECOVERY NOTE BY US POWER SQUADRON 1990 (FV)
 RD0354'MARK NOT FOUND.
 RD0354
 RD0354                          STATION RECOVERY (1994)
 RD0354
 RD0354'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD0354'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2187 ***********************************************************************
 RD2187  DESIGNATION -  DOLPHIN NEAR WED
 RD2187  PID         -  RD2187
 RD2187  STATE/COUNTY-  OR/MULTNOMAH
 RD2187  USGS QUAD   -  BRIDAL VEIL (1994)
 RD2187
 RD2187                         *CURRENT SURVEY CONTROL
 RD2187  ___________________________________________________________________
 RD2187* NAD 83(1991)-  45 34 27.32338(N)    122 09 23.43635(W)     ADJUSTED  
 RD2187* NAVD 88     -              **(meters)            **(feet)            
 RD2187  ___________________________________________________________________
 RD2187  LAPLACE CORR-           8.05  (seconds)                    DEFLEC99
 RD2187  GEOID HEIGHT-         -22.16  (meters)                     GEOID03
 RD2187  HORZ ORDER  -  THIRD
 RD2187
 RD2187.The horizontal coordinates were established by classical geodetic methods
 RD2187.and adjusted by the National Geodetic Survey in October 1991.
 RD2187
 RD2187
 RD2187.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2187
 RD2187.The geoid height was determined by GEOID03.
 RD2187
 RD2187;                    North         East     Units Scale Factor Converg.
 RD2187;SPC OR N     -   213,302.066 2,370,720.128   MT  0.99991961   -1 10 29.2
 RD2187;SPC OR N     -   699,809.93  7,777,953.18   iFT  0.99991961   -1 10 29.2
 RD2187;SPC WA S     -    28,137.021   370,701.287   MT  1.00006877   -1 12 11.8
 RD2187;SPC WA S     -    92,312.88  1,216,209.14   sFT  1.00006877   -1 12 11.8
 RD2187;UTM  10      - 5,047,092.214   565,812.444   MT  0.99965325   +0 36 08.7
 RD2187
 RD2187                          SUPERSEDED SURVEY CONTROL
 RD2187
 RD2187  NAD 83(1986)-  45 34 27.33370(N)    122 09 23.44493(W) AD(       ) 4
 RD2187  NAD 27      -  45 34 27.90300(N)    122 09 19.12900(W) AD(       ) 3
 RD2187
 RD2187.Superseded values are not recommended for survey control.
 RD2187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2187.See file dsdata.txt to determine how the superseded data were derived.
 RD2187
 RD2187_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER6581247092(NAD 83)
 RD2187_MARKER: 12 = DOLPHIN
 RD2187
 RD2187  HISTORY     - Date     Condition        Report By
 RD2187  HISTORY     - 1938     FIRST OBSERVED   USE
 RD2187  HISTORY     - 1946     GOOD             CGS
 RD2187  HISTORY     - 1948     GOOD             CGS
 RD2187
 RD2187                          STATION DESCRIPTION
 RD2187
 RD2187'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (EHB)
 RD2187'A WHITEWASHED DOLPHIN JUST E (UPSTREAM) FROM TRIANGULATION STATION
 RD2187'WED (U.S.E.).  DOLPHIN IS IN FAIR SHAPE.
 RD2187
 RD2187                          STATION RECOVERY (1948)
 RD2187
 RD2187'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RAE)
 RD2187'STATION WAS RECOVERED AS DESCRIBED BY E.H.B. IN 1947 WITH THE
 RD2187'FOLLOWING ADDITIONS--
 RD2187'
 RD2187'STATION IS ON THE S SIDE OF THE COLUMBIA RIVER, ABOUT 1-1/2 MILES
 RD2187'UPSTREAM (NE) FROM THE TOWN OF BRIDAL VEIL, AND ON THE W OR
 RD2187'DOWNSTREAM END OF AN ABANDONED LOG DUMP.  IT IS A PILE DOLPHIN
 RD2187'READILY IDENTIFIED BY THE REMAINS OF A POLE SIGNAL ON THE TOP.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3373 ***********************************************************************
 RD3373  DESIGNATION -  DOLPHIN OFFSHORE ONE OF TWO
 RD3373  PID         -  RD3373
 RD3373  STATE/COUNTY-  OR/MULTNOMAH
 RD3373  USGS QUAD   -  VANCOUVER (1990)
 RD3373
 RD3373                         *CURRENT SURVEY CONTROL
 RD3373  ___________________________________________________________________
 RD3373* NAD 83(1991)-  45 38 24.38567(N)    122 42 42.95352(W)     ADJUSTED  
 RD3373* NAVD 88     -              **(meters)            **(feet)            
 RD3373  ___________________________________________________________________
 RD3373  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 RD3373  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 RD3373  HORZ ORDER  -  THIRD
 RD3373
 RD3373.The horizontal coordinates were established by classical geodetic methods
 RD3373.and adjusted by the National Geodetic Survey in December 1991.
 RD3373
 RD3373
 RD3373.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3373
 RD3373.The geoid height was determined by GEOID03.
 RD3373
 RD3373;                    North         East     Units Scale Factor Converg.
 RD3373;SPC OR N     -   221,655.392 2,327,582.896   MT  0.99992840   -1 34 07.2
 RD3373;SPC OR N     -   727,215.85  7,636,426.82   iFT  0.99992840   -1 34 07.2
 RD3373;SPC WA S     -    36,516.537   327,563.093   MT  1.00004939   -1 36 24.3
 RD3373;SPC WA S     -   119,804.67  1,074,679.91   sFT  1.00004939   -1 36 24.3
 RD3373;UTM  10      - 5,054,102.541   522,449.979   MT  0.99960620   +0 12 21.5
 RD3373
 RD3373                          SUPERSEDED SURVEY CONTROL
 RD3373
 RD3373  NAD 83(1991)-  45 38 24.38567(N)    122 42 42.95352(W) AD(       ) 4
 RD3373  NAD 83(1986)-  45 38 24.40421(N)    122 42 42.95532(W) AD(       ) 4
 RD3373  NAD 27      -  45 38 24.98300(N)    122 42 38.60000(W) AD(       ) 3
 RD3373
 RD3373.Superseded values are not recommended for survey control.
 RD3373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3373.See file dsdata.txt to determine how the superseded data were derived.
 RD3373
 RD3373_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER2245054103(NAD 83)
 RD3373_MARKER: 12 = DOLPHIN
 RD3373
 RD3373  HISTORY     - Date     Condition        Report By
 RD3373  HISTORY     - 1938     FIRST OBSERVED   CGS
 RD3373  HISTORY     - 1945     GOOD             CGS
 RD3373  HISTORY     - 1958     GOOD             CGS
 RD3373  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RD3373
 RD3373                          STATION DESCRIPTION
 RD3373
 RD3373'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (WMS)
 RD3373'OFFSHORE OF TWO DOLPHINS W OF DIKE V 2.2.
 RD3373
 RD3373                          STATION RECOVERY (1945)
 RD3373
 RD3373'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (RAE)
 RD3373'THIS STATION WAS RECOVERED, BUT A MORE ADEQUATE DESCRIPTION
 RD3373'FOLLOWS--
 RD3373'
 RD3373'THE STATION IS LOCATED ON THE N BANK OF THE COLUMBIA RIVER, ABOUT 2
 RD3373'MILES NW OF THE CITY OF VANCOUVER, ABOUT 0.1 MILE SE OF A
 RD3373'BONNEVILLE POWER COMPANY LINE CROSSING, APPROXIMATELY 125 FEET NW OF
 RD3373'THE INSHORE END OF DIKE V-2.2, AND ABOUT 225 FEET S OF THE RIVERBANK
 RD3373'AT THE N SIDE OF A SPOIL AREA.
 RD3373'
 RD3373'THE STATION IS THE CENTER OF THE S OF TWO DOLPHINS, WHICH ARE ALMOST
 RD3373'COVERED BY A SPOIL BANK, AND LIES NW OF DIKE V-2.2.
 RD3373
 RD3373                          STATION RECOVERY (1958)
 RD3373
 RD3373'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (ANS)
 RD3373'RECOVERED IN GOOD CONDITION, ABOUT 0.7 MILE N OF THE SELLWOOD
 RD3373'BRIDGE, ABOUT 150 FEET NW OF THE E SHORE OF THE WILLAMETTE RIVER, AT
 RD3373'THE OREGON YACHT CLUB, OFFSHORE FROM THE OAKS AMUSEMENT PARK.
 RD3373'
 RD3373'THE STATION IS THE CENTER OF A 4-PILING DOLPHIN, THE OFFSHORE ONE OF
 RD3373'TWO DOLPHINS, AT THE SW END OF A LINE OF PILING THAT FORMS THE W END
 RD3373'OF THE HOUSEBOAT ANCHORAGE.
 RD3373'
 RD3373'LOCAL INQUIRY AFFIRMS THAT THE STATION CONSISTS OF THE ORIGINAL
 RD3373'DOLPHIN, NEVERTHELESS THIS STATION SHOULD BE USED WITH CAUTION.
 RD3373
 RD3373                          STATION RECOVERY (1987)
 RD3373
 RD3373'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCC)
 RD3373'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3351 ***********************************************************************
 RD3351  DESIGNATION -  DOLPHIN OLD REAR
 RD3351  PID         -  RD3351
 RD3351  STATE/COUNTY-  OR/MULTNOMAH
 RD3351  USGS QUAD   -  VANCOUVER (1990)
 RD3351
 RD3351                         *CURRENT SURVEY CONTROL
 RD3351  ___________________________________________________________________
 RD3351* NAD 83(1991)-  45 38 23.33498(N)    122 44 16.00460(W)     NO CHECK  
 RD3351* NAVD 88     -              **(meters)            **(feet)            
 RD3351  ___________________________________________________________________
 RD3351  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 RD3351  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 RD3351  HORZ ORDER  -  THIRD
 RD3351
 RD3351.The horizontal coordinates were established by classical geodetic methods
 RD3351.and adjusted by the National Geodetic Survey in October 1991.
 RD3351.No horizontal observational check was made to the station.
 RD3351
 RD3351
 RD3351.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3351
 RD3351.The geoid height was determined by GEOID03.
 RD3351
 RD3351;                    North         East     Units Scale Factor Converg.
 RD3351;SPC OR N     -   221,678.453 2,325,567.731   MT  0.99992836   -1 35 13.2
 RD3351;SPC OR N     -   727,291.51  7,629,815.39   iFT  0.99992836   -1 35 13.2
 RD3351;SPC WA S     -    36,540.947   325,547.699   MT  1.00004947   -1 37 31.8
 RD3351;SPC WA S     -   119,884.76  1,068,067.74   sFT  1.00004947   -1 37 31.8
 RD3351;UTM  10      - 5,054,063.199   520,435.716   MT  0.99960513   +0 11 14.9
 RD3351
 RD3351                          SUPERSEDED SURVEY CONTROL
 RD3351
 RD3351  NAD 83(1986)-  45 38 23.35381(N)    122 44 16.00611(W) AD(       ) 4
 RD3351  NAD 27      -  45 38 23.93000(N)    122 44 11.65000(W) AD(       ) 3
 RD3351
 RD3351.Superseded values are not recommended for survey control.
 RD3351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3351.See file dsdata.txt to determine how the superseded data were derived.
 RD3351
 RD3351_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER2043654063(NAD 83)
 RD3351
 RD3351  HISTORY     - Date     Condition        Report By
 RD3351  HISTORY     - 1938     MONUMENTED       USE
 RD3351  HISTORY     - 1960     SEE DESCRIPTION  CGS
 RD3351
 RD3351                          STATION DESCRIPTION
 RD3351
 RD3351'DESCRIBED BY US ENGINEERS 1938 (WMS)
 RD3351'CENTER OF DOLPHIN, HYDROGRAPHIC SIGNAL OLD REAR
 RD3351'(U.S.E.).  AN INTERSECTION STATION.
 RD3351
 RD3351                          STATION RECOVERY (1960)
 RD3351
 RD3351'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ANS)
 RD3351'FROM INFORMATION OBTAINED THIS DOLPHIN WAS REMOVED SEVERAL
 RD3351'YEARS AGO.
 RD3351'
 RD3351'THIS INTERSECTION STATION SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB1457 ***********************************************************************
 RB1457  DESIGNATION -  DOME
 RB1457  PID         -  RB1457
 RB1457  STATE/COUNTY-  OR/MORROW
 RB1457  USGS QUAD   -  PATERSON (1993)
 RB1457
 RB1457                         *CURRENT SURVEY CONTROL
 RB1457  ___________________________________________________________________
 RB1457* NAD 83(1991)-  45 52 58.88838(N)    119 33 02.19185(W)     ADJUSTED  
 RB1457* NAVD 88     -       110.     (meters)     361.     (feet)  SCALED    
 RB1457  ___________________________________________________________________
 RB1457  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 RB1457  GEOID HEIGHT-         -21.85  (meters)                     GEOID03
 RB1457  HORZ ORDER  -  SECOND
 RB1457
 RB1457.The horizontal coordinates were established by classical geodetic methods
 RB1457.and adjusted by the National Geodetic Survey in October 1991.
 RB1457
 RB1457.The orthometric height was scaled from a topographic map.
 RB1457
 RB1457.The Laplace correction was computed from DEFLEC99 derived deflections.
 RB1457
 RB1457.The geoid height was determined by GEOID03.
 RB1457
 RB1457;                    North         East     Units Scale Factor Converg.
 RB1457;SPC OR N     -   246,726.068 2,573,694.060   MT  0.99997236   +0 40 23.9
 RB1457;SPC OR N     -   809,468.73  8,443,878.15   iFT  0.99997236   +0 40 23.9
 RB1457;SPC WA S     -    61,542.023   573,695.211   MT  0.99998910   +0 41 22.7
 RB1457;SPC WA S     -   201,909.12  1,882,198.37   sFT  0.99998910   +0 41 22.7
 RB1457;UTM  11      - 5,084,214.473   302,086.612   MT  1.00008156   -1 49 54.2
 RB1457
 RB1457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RB1457!SPC OR N     -   0.99998618  x   0.99997236  =   0.99995854
 RB1457!SPC WA S     -   0.99998618  x   0.99998910  =   0.99997528
 RB1457!UTM  11      -   0.99998618  x   1.00008156  =   1.00006774
 RB1457
 RB1457|---------------------------------------------------------------------|
 RB1457| PID    Reference Object                     Distance      Geod. Az  |
 RB1457|                                                           dddmmss.s |
 RB1457| CF5189 DOME RM 1                            13.456 METERS 10031     |
 RB1457| CF5190 DOME RM 2                            10.640 METERS 19449     |
 RB1457| RB1458 MOLE                                APPROX. 3.7 KM 2674219.2 |
 RB1457|---------------------------------------------------------------------|
 RB1457
 RB1457                          SUPERSEDED SURVEY CONTROL
 RB1457
 RB1457  NAD 83(1986)-  45 52 58.89650(N)    119 33 02.18524(W) AD(       ) 2
 RB1457  NAD 27      -  45 52 59.41800(N)    119 32 58.10300(W) AD(       ) 2
 RB1457
 RB1457.Superseded values are not recommended for survey control.
 RB1457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1457.See file dsdata.txt to determine how the superseded data were derived.
 RB1457
 RB1457_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL0208784214(NAD 83)
 RB1457_MARKER: Z = SEE DESCRIPTION
 RB1457_SETTING: 0 = UNSPECIFIED SETTING
 RB1457
 RB1457  HISTORY     - Date     Condition        Report By
 RB1457  HISTORY     - 1942     MONUMENTED       USE
 RB1457  HISTORY     - 1959     SEE DESCRIPTION  CGS
 RB1457  HISTORY     - 1964     SEE DESCRIPTION  CGS
 RB1457
 RB1457                          STATION DESCRIPTION
 RB1457
 RB1457'DESCRIBED BY US ENGINEERS 1942 (ANS)
 RB1457'STATION IS ABOUT 3 MILES WSW OF IRRIGON ON THE TOP OF A LOW,
 RB1457'DOME-SHAPED SAND HILL.
 RB1457'
 RB1457'STATION MARK IS A STANDARD U.S.E. CONTROL-STATION DISK SET IN
 RB1457'A BURIED BOULDER ABOUT 10 INCHES LONG AND 6 INCHES WIDE AND
 RB1457'PROJECTING ABOUT 6 INCHES ABOVE THE GROUND.  IT IS 1.3 METERS W OF
 RB1457'A WHITE REFERENCE POST PROJECTING ABOUT 18 INCHES.  IT IS STAMPED
 RB1457'DOME 1942.
 RB1457'
 RB1457'THERE IS NO UNDERGROUND MARK.
 RB1457'
 RB1457'REFERENCE MARK NO.1 IS A STANDARD U.S.E. DISK SET IN A BURIED
 RB1457'BOULDER ABOUT 6 INCHES WIDE AND 8 INCHES LONG AND FLUSH WITH THE
 RB1457'SURFACE.  IT IS AT AN ELEVATION ABOUT 3-1/2 FEET LOWER THAN THE
 RB1457'STATION MARK.  IT IS STAMPED DOME R.M. 1 1942.
 RB1457'
 RB1457'REFERENCE MARK NO.2 IS A STANDARD U.S.E. DISK SET IN A BURIED
 RB1457'BOULDER ABOUT 8 INCHES WIDE AND 12 INCHES LONG AND IS FLUSH WITH
 RB1457'THE SURFACE.  IT IS AT AN ELEVATION ABOUT 3 FEET LOWER THAN THE
 RB1457'STATION MARK.  IT IS STAMPED DOME R.M. 2 1942.
 RB1457'
 RB1457'STATION MOLE (U.S.E.) WILL SERVE AS THE AZIMUTH MARK FOR THIS
 RB1457'STATION.  IT IS APPROXIMATELY 2.0 MILES WSW.
 RB1457'
 RB1457'TO REACH FROM IRRIGON GO W ON U.S. HIGHWAY 730, 3.0 MILES TO
 RB1457'MILEPOST 181.  TURN S AND GO ABOUT 0.8 MILE ACROSS COUNTRY TO TOP
 RB1457'OF HILL AND STATION.
 RB1457
 RB1457                          STATION RECOVERY (1959)
 RB1457
 RB1457'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LGT)
 RB1457'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  A
 RB1457'NEW DESCRIPTION FOLLOWS--
 RB1457'
 RB1457'STATION IS ABOUT 3 MILES WEST-SOUTHWEST OF IRRIGON, OREGON, ABOUT
 RB1457'4 MILES SOUTH-SOUTHEAST OF PATERSON, ON TOP OF A LOW, DOME-SHAPED
 RB1457'SAND HILL.
 RB1457'
 RB1457'STATION MARK, STAMPED DOME 1942, IS A STANDARD U.S. ARMY ENGINEERS
 RB1457'CONTROL STATION DISK SET IN DRILL HOLE IN A BURIED BOULDER ABOUT
 RB1457'10 INCHES LONG AND 6 INCHES WIDE AND PROJECTING ABOUT 6 INCHES
 RB1457'ABOVE THE GROUND.  IT IS 4.2 FEET WEST OF A WHITE WITNESS POST
 RB1457'PROJECTING ABOUT 18 INCHES ABOVE THE GROUND.
 RB1457'
 RB1457'THERE IS NO UNDERGROUND MARK.
 RB1457'
 RB1457'REFERENCE MARK 1, STAMPED RM 1 1942, IS A STANDARD U.S. ARMY
 RB1457'ENGINEERS DISK SET IN A DRILL HOLE IN A BURIED BOULDER ABOUT 6
 RB1457'INCHES WIDE AND 8 INCHES LONG AND PROJECTING ABOUT 6 INCHES ABOVE
 RB1457'THE GROUND.  IT IS ABOUT 3-1/2 FEET LOWER THAN THE STATION MARK.
 RB1457'
 RB1457'REFERENCE MARK 2, STAMPED RM 2 1942, IS A STANDARD U.S. ARMY
 RB1457'ENGINEERS DISK SET IN A BURIED BOULDER ABOUT 8 INCHES WIDE AND 12
 RB1457'INCHES LONG AND IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 RB1457'ABOUT 3 FEET LOWER THAN THE STATION MARK.
 RB1457'
 RB1457'STATION MOLE (U.S.E.) SERVES AS THE AZIMUTH MARK.
 RB1457'
 RB1457'TO REACH FROM THE POST OFFICE IN IRRIGON GO WEST ON U.S. HIGHWAY
 RB1457'730 FOR 3.45 MILES TO A PAVED ROAD LEADING SOUTH.  TURN LEFT (SOUTH)
 RB1457'AND FOLLOW PAVED ROAD FOR 1.0 MILE TO THE TOP OF A SAND RIDGE AND
 RB1457'PARK TRUCK.  PACK EAST-NORTHEAST ALONG SAND RIDGE FOR ABOUT 3/4
 RB1457'MILE TO STATION.
 RB1457'
 RB1457'DISTANCE AND DIRECTIONS TO REFERENCE MARKS WERE NOT MEASURED.
 RB1457
 RB1457                          STATION RECOVERY (1964)
 RB1457
 RB1457'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (PAS)
 RB1457'THE STATION HAS BEEN DESTROYED.  THE SAND ERODED AWAY FROM THE
 RB1457'MARKS.  THE STATION MARK WAS LAYING ON THE SAND.  REFERENCE MARK
 RB1457'NO. 1 WAS LAYING ON THE SAND.  REFERENCE MARK NO. 2 WAS ON TOP OF
 RB1457'THE SAND AND LEANING BADLY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2640 ***********************************************************************
 QE2640  DESIGNATION -  DOME ROCK
 QE2640  PID         -  QE2640
 QE2640  STATE/COUNTY-  OR/MARION
 QE2640  USGS QUAD   -  BATTLE AX (1994)
 QE2640
 QE2640                         *CURRENT SURVEY CONTROL
 QE2640  ___________________________________________________________________
 QE2640* NAD 83(1991)-  44 45 09.98688(N)    122 12 30.74222(W)     ADJUSTED  
 QE2640* NAVD 88     -      1482.0    (meters)    4862.     (feet)  VERTCON   
 QE2640  ___________________________________________________________________
 QE2640  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 QE2640  GEOID HEIGHT-         -21.87  (meters)                     GEOID03
 QE2640  HORZ ORDER  -  THIRD
 QE2640
 QE2640.The horizontal coordinates were established by classical geodetic methods
 QE2640.and adjusted by the National Geodetic Survey in October 1991.
 QE2640
 QE2640.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE2640.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE2640
 QE2640.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2640
 QE2640.The geoid height was determined by GEOID03.
 QE2640
 QE2640;                    North         East     Units Scale Factor Converg.
 QE2640;SPC OR N     -   122,120.466 2,364,729.811   MT  0.99992078   -1 12 42.0
 QE2640;SPC OR N     -   400,657.70  7,758,299.90   iFT  0.99992078   -1 12 42.0
 QE2640;UTM  10      - 4,955,791.981   562,646.885   MT  0.99964826   +0 33 26.1
 QE2640
 QE2640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2640!SPC OR N     -   0.99977112  x   0.99992078  =   0.99969192
 QE2640!UTM  10      -   0.99977112  x   0.99964826  =   0.99941946
 QE2640
 QE2640|---------------------------------------------------------------------|
 QE2640| PID    Reference Object                     Distance      Geod. Az  |
 QE2640|                                                           dddmmss.s |
 QE2640| CS4170 DOME ROCK=RM 1                       10.836 METERS 14718     |
 QE2640| CS4169 DOME ROCK RM 2                       14.460 METERS 32805     |
 QE2640|---------------------------------------------------------------------|
 QE2640
 QE2640                          SUPERSEDED SURVEY CONTROL
 QE2640
 QE2640  NAD 83(1986)-  44 45 10.00546(N)    122 12 30.75624(W) AD(       ) 3
 QE2640  NGVD 29 (04/26/90) 1480.9    (m)         4859.     (f) VERT ANG    3  
 QE2640
 QE2640.Superseded values are not recommended for survey control.
 QE2640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2640.See file dsdata.txt to determine how the superseded data were derived.
 QE2640
 QE2640_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ6264755792(NAD 83)
 QE2640_MARKER: DS = TRIANGULATION STATION DISK
 QE2640_SETTING: 80 = SET IN A BOULDER
 QE2640_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QE2640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE2640+STABILITY: SURFACE MOTION
 QE2640
 QE2640  HISTORY     - Date     Condition        Report By
 QE2640  HISTORY     - 1955     MONUMENTED       USGS
 QE2640
 QE2640                          STATION DESCRIPTION
 QE2640
 QE2640'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 QE2640'LOCATED ABOUT 10.5 MI E. OF GATES, 3.5 MI NW. OF DETROIT, 3 MI N.
 QE2640'OF DETROIT DAM.  ON HIGHEST POINT OF DOME ROCK.
 QE2640'
 QE2640'TO REACH FROM DETROIT, DRIVE 0.5 MI W. ON STATE HWY. 22.  AFTER
 QE2640'CROSSING BREITENBUSH RIVER BRIDGE LEAVE HWY. AND DRIVE 6.2 MI NW.
 QE2640'ON FRENCH CREEK RD.  TAKE RIGHT FORK 1.6 MI.  TAKE LEFT FORK 0.1
 QE2640'MI TO SADDLE WHERE RD. PASSES BETWEEN DOME ROCK AND SARDINE MTN.
 QE2640'HIKE E. ALONG UPPER SOUTH SLOPE OF RIDGE ABOUT 1 MI TO HIGHEST
 QE2640'POINT AND STATION.  THE RUINS OF A BURNED LOH ARE ON THIS TOP.
 QE2640'A 45-MINUTE PACK.
 QE2640'
 QE2640'STATION MARK--STANDARD TABLET STAMPED---DOME ROCK 1955---, CEMENTED
 QE2640'IN DRILL HOLE IN ROCK.
 QE2640'
 QE2640'RM 1--USE DISK STAMPED---DOME ROCK 1939---, CEMENTED IN DRILL HOLE
 QE2640'IN ROCK.
 QE2640'
 QE2640'RM 2--COPPER NAIL AND WASHER CEMENTED IN DRILL HOLE IN ROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0845 ***********************************************************************
 PC0845  DESIGNATION -  DOME ROCK LOOKOUT HOUSE
 PC0845  PID         -  PC0845
 PC0845  STATE/COUNTY-  OR/LANE
 PC0845  USGS QUAD   -  STALEY RIDGE (1997)
 PC0845
 PC0845                         *CURRENT SURVEY CONTROL
 PC0845  ___________________________________________________________________
 PC0845* NAD 83(1991)-  43 27 06.22902(N)    122 24 08.95256(W)     ADJUSTED  
 PC0845* NAVD 88     -      1753.     (meters)    5751.     (feet)  SCALED    
 PC0845  ___________________________________________________________________
 PC0845  LAPLACE CORR-           2.80  (seconds)                    DEFLEC99
 PC0845  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 PC0845  HORZ ORDER  -  THIRD
 PC0845
 PC0845.The horizontal coordinates were established by classical geodetic methods
 PC0845.and adjusted by the National Geodetic Survey in October 1991.
 PC0845
 PC0845.The orthometric height was scaled from a topographic map.
 PC0845
 PC0845.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC0845
 PC0845.The geoid height was determined by GEOID03.
 PC0845
 PC0845;                    North         East     Units Scale Factor Converg.
 PC0845;SPC OR S     -   200,039.287 1,346,038.259   MT  0.99990679   -1 18 05.7
 PC0845;SPC OR S     -   656,296.87  4,416,136.02   iFT  0.99990679   -1 18 05.7
 PC0845;UTM  10      - 4,811,154.033   548,344.065   MT  0.99962875   +0 24 39.4
 PC0845
 PC0845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC0845!SPC OR S     -   0.99972867  x   0.99990679  =   0.99963548
 PC0845!UTM  10      -   0.99972867  x   0.99962875  =   0.99935752
 PC0845
 PC0845                          SUPERSEDED SURVEY CONTROL
 PC0845
 PC0845  NAD 83(1986)-  43 27 06.24246(N)    122 24 08.96578(W) AD(       ) 4
 PC0845  NAD 27      -  43 27 06.79600(N)    122 24 04.80700(W) AD(       ) 3
 PC0845
 PC0845.Superseded values are not recommended for survey control.
 PC0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0845.See file dsdata.txt to determine how the superseded data were derived.
 PC0845
 PC0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP4834411154(NAD 83)
 PC0845
 PC0845  HISTORY     - Date     Condition        Report By
 PC0845  HISTORY     - 1953     MONUMENTED       CGS
 PC0845  HISTORY     - 1955     GOOD             USGS
 PC0845
 PC0845                          STATION DESCRIPTION
 PC0845
 PC0845'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (HSC)
 PC0845'THE STATION IS THE APEX OF THE LOOKOUT HOUSE LOCATED ABOUT 100
 PC0845'FEET BELOW THE HIGHEST POINT OF DOME ROCK.  IT IS A STANDARD LOOKOUT
 PC0845'HOUSE BUILT OF WOOD AND RESTING ON THE GROUND.
 PC0845'
 PC0845'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 58 AND
 PC0845'THE MAIN STREET IN OAKRIDGE, GO SOUTHEAST ON STATE HIGHWAY 58 FOR
 PC0845'2 MILES TO RIGDON ROAD.  TURN RIGHT, SOUTH, FOLLOWING RIGDON ROAD
 PC0845'FOR 21 MILES TO BIG PINE OPENING AND SIGN DOME RK L. O.  THIS IS
 PC0845'THE END OF TRUCK TRAVEL.  PACK SOUTH ON THE DOME RK TRAIL FOR
 PC0845'5 MILES TO THE SUMMIT OF THE RIDGE AND THE STATION.
 PC0845
 PC0845                          STATION RECOVERY (1955)
 PC0845
 PC0845'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 PC0845'RECOVERED AS DESCRIBED BY NGS EXCEPT LOH IS ON HIGHEST PART OF
 PC0845'DOME ROCK.
 PC0845'
 PC0845'STATION MARK--14 X 14 LOH ON BEDROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1685 ***********************************************************************
 QE1685  DESIGNATION -  DOME ROCK LOOKOUT HOUSE
 QE1685  PID         -  QE1685
 QE1685  STATE/COUNTY-  OR/MARION
 QE1685  USGS QUAD   -  BATTLE AX (1994)
 QE1685
 QE1685                         *CURRENT SURVEY CONTROL
 QE1685  ___________________________________________________________________
 QE1685* NAD 83(1991)-  44 45 09.89208(N)    122 12 30.63479(W)     ADJUSTED  
 QE1685* NAVD 88     -              **(meters)            **(feet)            
 QE1685  ___________________________________________________________________
 QE1685  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 QE1685  GEOID HEIGHT-         -21.88  (meters)                     GEOID03
 QE1685  HORZ ORDER  -  THIRD
 QE1685
 QE1685.The horizontal coordinates were established by classical geodetic methods
 QE1685.and adjusted by the National Geodetic Survey in October 1991.
 QE1685
 QE1685
 QE1685.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE1685
 QE1685.The geoid height was determined by GEOID03.
 QE1685
 QE1685;                    North         East     Units Scale Factor Converg.
 QE1685;SPC OR N     -   122,117.491 2,364,732.112   MT  0.99992078   -1 12 41.9
 QE1685;SPC OR N     -   400,647.94  7,758,307.45   iFT  0.99992078   -1 12 41.9
 QE1685;UTM  10      - 4,955,789.079   562,649.275   MT  0.99964826   +0 33 26.2
 QE1685
 QE1685                          SUPERSEDED SURVEY CONTROL
 QE1685
 QE1685  NAD 83(1986)-  44 45 09.90879(N)    122 12 30.65391(W) AD(       ) 4
 QE1685  NAD 27      -  44 45 10.47200(N)    122 12 26.38900(W) AD(       ) 3
 QE1685
 QE1685.Superseded values are not recommended for survey control.
 QE1685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1685.See file dsdata.txt to determine how the superseded data were derived.
 QE1685
 QE1685_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ6264955789(NAD 83)
 QE1685
 QE1685  HISTORY     - Date     Condition        Report By
 QE1685  HISTORY     - 1947     MONUMENTED       CGS
 QE1685  HISTORY     - 1960     SEE DESCRIPTION  AMS
 QE1685
 QE1685                          STATION DESCRIPTION
 QE1685
 QE1685'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (WRH)
 QE1685'LOCATED BY INTERSECTION.
 QE1685'
 QE1685'THE LOOKOUT HOUSE IS LOCATED ABOUT 4 MILES AIRLINE NORTHWEST
 QE1685'OF DETROIT, 13 MILES EAST OF MILL CITY, ON A HIGH, DOME SHAPED
 QE1685'PEAK KNOWN AS DOME ROCK.
 QE1685'
 QE1685'THE HOUSE IS A LOW, ONE STORY BUILDING WITH A POINTED ROOF.
 QE1685
 QE1685                          STATION RECOVERY (1960)
 QE1685
 QE1685'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1960
 QE1685'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1708 ***********************************************************************
 RD1708  DESIGNATION -  DOMES
 RD1708  PID         -  RD1708
 RD1708  STATE/COUNTY-  OR/POLK
 RD1708  USGS QUAD   -  AMITY (1993)
 RD1708
 RD1708                         *CURRENT SURVEY CONTROL
 RD1708  ___________________________________________________________________
 RD1708* NAD 83(2007)-  45 02 35.53441(N)    123 11 48.86558(W)     ADJUSTED  
 RD1708* NAVD 88     -        57.3    (meters)     188.     (feet)  GPS OBS   
 RD1708  ___________________________________________________________________
 RD1708  EPOCH DATE  -        2007.00
 RD1708  X           -  -2,471,616.555 (meters)                     COMP
 RD1708  Y           -  -3,777,471.028 (meters)                     COMP
 RD1708  Z           -   4,490,766.995 (meters)                     COMP
 RD1708  LAPLACE CORR-          -7.84  (seconds)                    DEFLEC99
 RD1708  ELLIP HEIGHT-          35.039 (meters)          (02/10/07) ADJUSTED
 RD1708  GEOID HEIGHT-         -22.27  (meters)                     GEOID03
 RD1708
 RD1708  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 RD1708  Type    PID    Designation                      North   East  Ellip
 RD1708  -------------------------------------------------------------------
 RD1708  NETWORK RD1708 DOMES                             2.20   1.80   2.20
 RD1708  -------------------------------------------------------------------
 RD1708
 RD1708.The horizontal coordinates were established by GPS observations
 RD1708.and adjusted by the National Geodetic Survey in February 2007.
 RD1708
 RD1708.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 RD1708.See www.ngs.noaa.gov/NationalReadjustment for more information.
 RD1708.The horizontal coordinates are valid at the epoch date displayed above.
 RD1708.The epoch date for horizontal control is a decimal equivalence
 RD1708.of Year/Month/Day.
 RD1708
 RD1708.The orthometric height was determined by GPS observations and a
 RD1708.high-resolution geoid model.
 RD1708
 RD1708.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RD1708
 RD1708.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1708
 RD1708.The ellipsoidal height was determined by GPS observations
 RD1708.and is referenced to NAD 83.
 RD1708
 RD1708.The geoid height was determined by GEOID03.
 RD1708
 RD1708;                    North         East     Units Scale Factor Converg.
 RD1708;SPC OR N     -   156,508.270 2,287,578.623   MT  0.99989697   -1 54 45.4
 RD1708;SPC OR N     -   513,478.58  7,505,179.21   iFT  0.99989697   -1 54 45.4
 RD1708;UTM  10      - 4,987,768.692   484,492.376   MT  0.99960296   -0 08 21.6
 RD1708
 RD1708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1708!SPC OR N     -   0.99999451  x   0.99989697  =   0.99989148
 RD1708!UTM  10      -   0.99999451  x   0.99960296  =   0.99959747
 RD1708
 RD1708                          SUPERSEDED SURVEY CONTROL
 RD1708
 RD1708  NAD 83(1998)-  45 02 35.53203(N)    123 11 48.86710(W) AD(       ) B
 RD1708  ELLIP H (06/19/02)   35.047  (m)                       GP(       ) 4 1
 RD1708  NAD 83(1991)-  45 02 35.52930(N)    123 11 48.87016(W) AD(       ) 2
 RD1708  NAD 83(1986)-  45 02 35.55454(N)    123 11 48.88384(W) AD(       ) 2
 RD1708  NAD 27      -  45 02 36.13061(N)    123 11 44.51684(W) AD(       ) 2
 RD1708  NGVD 29 (07/19/86)   56.     (m)          184.     (f) VERT ANG    3  
 RD1708
 RD1708.Superseded values are not recommended for survey control.
 RD1708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1708.See file dsdata.txt to determine how the superseded data were derived.
 RD1708
 RD1708_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ8449287769(NAD 83)
 RD1708_MARKER: DD = SURVEY DISK
 RD1708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD1708_STAMPING: 21 DOMES 17DD64 6 4
 RD1708_MARK LOGO: OR-053
 RD1708_PROJECTION: FLUSH
 RD1708_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 RD1708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD1708+STABILITY: SURFACE MOTION
 RD1708_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD1708+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2001
 RD1708
 RD1708  HISTORY     - Date     Condition        Report By
 RD1708  HISTORY     - 1972     MONUMENTED       OR-053
 RD1708  HISTORY     - 19961005 GOOD             USPSQD
 RD1708  HISTORY     - 20010828 GOOD             OR-053
 RD1708
 RD1708                          STATION DESCRIPTION
 RD1708
 RD1708'DESCRIBED BY POLK COUNTY OREGON 1972 (RB)
 RD1708'THE STATION IS LOCATED IN POLK COUNTY, OREGON, IN THE SOUTHEAST
 RD1708'QUARTER OF THE SOUTHEAST QUARTER OF SECTION 17, TOWNSHIP 6 SOUTH,
 RD1708'RANGE 4 WEST OF THE WILLAMETTE MERIDIAN.
 RD1708'
 RD1708'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 22
 RD1708'AND 99W IN RICKREALL.  TRAVEL NORTH ALONG STATE HIGHWAY 99W 7.55
 RD1708'MILES TO THE INTERSECTION OF C.R. M-2, TURN RIGHT AND TRAVEL EAST
 RD1708'ON C.R. M-2, 0. MILES TO THE STATION ON THE LEFT (NORTH) SIDE OF
 RD1708'THE ROAD.
 RD1708'
 RD1708'THE STATION IS A 12 IN CONCRETE MONUMENT WITH POLK COUNTY BRASS
 RD1708'CAP STAMPED DOMES 17DD 6 4 1971 SET FLUSH WITH THE GROUND AND A
 RD1708'1 IN X 30 IN IRON BAR UNDERGROUND STATION.  IT IS LOCATED 2 FEET
 RD1708'EAST OF A FENCE AND 20 FEET NORTH OF THE EDGE OF THE ROAD.
 RD1708'
 RD1708'R.M. 1 IS A 5/8 IN X 30 IN IRON ROD WITH POLK COUNTY ALUMINUM
 RD1708'CAP IN AN EAST-WEST FENCE LINE AND 16 FEET SOUTH OF THE SOUTH EDGE
 RD1708'OF THE PAVEMENT OF M-2.  IT IS LOCATED 2 FEET EAST OF AN ANCHOR
 RD1708'POST AND 15 FEET EAST OF THE CENTERLINE OF A DRIVEWAY INTO A
 RD1708'FIELD.
 RD1708'
 RD1708'R.M. 2 IS A 5/8 IN X 30 IN IRON ROD WITH POLK COUNTY ALUMINUM
 RD1708'CAP ONE FOOT NORTH OF AN EAST-WEST FENCE LINE, 15 FEET SOUTH OF
 RD1708'THE SOUTH EDGE OF THE PAVEMENT OF M-2, 29 FEET WEST OF THE
 RD1708'CENTERLINE OF A DRIVEWAY INTO A FIELD.
 RD1708'
 RD1708'HEIGHT OF LIGHT ABOVE STATION MARK 2.91 METERS.
 RD1708
 RD1708                          STATION RECOVERY (1996)
 RD1708
 RD1708'RECOVERY NOTE BY US POWER SQUADRON 1996
 RD1708'RECOVERED IN GOOD CONDITION.
 RD1708
 RD1708                          STATION RECOVERY (2001)
 RD1708
 RD1708'RECOVERY NOTE BY POLK COUNTY OREGON 2001 (JDN)
 RD1708'THE STATION IS LOCATED ABOUT 4.7 KM (2.9 MI) EAST OF PERRYDALE AND
 RD1708'15.9 KM (9.9 MI)
 RD1708'NORTHWEST OF WEST SALEM, IN THE SOUTHEAST 1/4 OF SECTION 17 IN T6S
 RD1708'R4W, WILLAMETTE
 RD1708'MERIDIAN.  OWNERSHIP-- POLK COUNTY RIGHT-OF-WAY.
 RD1708' 
 RD1708'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 22 AND
 RD1708'99W IN RICKREALL,
 RD1708'GO NORTH ON HIGHWAY 99W FOR 12.3 KM (7.65 MI) TO THE INTERSECTION OF
 RD1708'BETHEL ROAD (COUNTY
 RD1708'ROAD 6523).  TURN RIGHT, EAST, ON BETHEL ROAD FOR 0.79 KM (0.49 MI) TO
 RD1708'THE STATION ON THE
 RD1708'LEFT.
 RD1708' 
 RD1708'THE STATION IS A 5 CM (2 IN) POLK COUNTY BRASS CAP SET IN THE TOP OF A
 RD1708'35 CM (14 IN) ROUND
 RD1708'CONCRETE POST AND IS FLUSH WITH THE SURFACE.  IT IS 9.45 M (31.0 FT)
 RD1708'NORTH OF THE ROAD
 RD1708'CENTERLINE, 27.4 M (90.0 FT) WEST OF THE CENTERLINE OF THE DRIVEWAY ON
 RD1708'THE WEST SIDE OF
 RD1708'HOUSE NUMBER 8105.  THERE ARE TWO WITNESS POSTS.  A POST AND PADDLE
 RD1708'BEARS WEST 0.76 M
 RD1708'(2.5 FT) AND A CARSONITE POST BEARS NORTH 0.46M (1.5 FT).
 RD1708' 
 RD1708'FOR ADDITIONAL INFORMATION ON HOW TO REACH THIS MONUMENT SEE THE POLK
 RD1708'COUNTY WEB
 RD1708'PAGE AT WWW.CO.POLK.OR.US/PUBLICWORKS/SURVEYS.HTM
 RD1708' 
 RD1708'
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2516 ***********************************************************************
 RC2516  DESIGNATION -  DONALD
 RC2516  PID         -  RC2516
 RC2516  STATE/COUNTY-  OR/SHERMAN
 RC2516  USGS QUAD   -  MC DONALD (1975)
 RC2516
 RC2516                         *CURRENT SURVEY CONTROL
 RC2516  ___________________________________________________________________
 RC2516* NAD 83(1991)-  45 34 58.03759(N)    120 26 33.35482(W)     ADJUSTED  
 RC2516* NAVD 88     -       354.3    (meters)    1162.     (feet)  VERTCON   
 RC2516  ___________________________________________________________________
 RC2516  LAPLACE CORR-          -3.08  (seconds)                    DEFLEC99
 RC2516  GEOID HEIGHT-         -21.54  (meters)                     GEOID03
 RC2516  HORZ ORDER  -  SECOND
 RC2516
 RC2516.The horizontal coordinates were established by classical geodetic methods
 RC2516.and adjusted by the National Geodetic Survey in October 1991.
 RC2516
 RC2516.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC2516.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC2516
 RC2516.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2516
 RC2516.The geoid height was determined by GEOID03.
 RC2516
 RC2516;                    North         East     Units Scale Factor Converg.
 RC2516;SPC OR N     -   212,926.422 2,504,479.450   MT  0.99992067   +0 02 26.5
 RC2516;SPC OR N     -   698,577.50  8,216,796.10   iFT  0.99992067   +0 02 26.5
 RC2516;SPC WA S     -    27,729.192   504,480.102   MT  1.00006619   +0 02 30.1
 RC2516;SPC WA S     -    90,974.86  1,655,115.13   sFT  1.00006619   +0 02 30.1
 RC2516;UTM  10      - 5,050,875.415   699,507.309   MT  1.00008939   +1 49 38.1
 RC2516
 RC2516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2516!SPC OR N     -   0.99994783  x   0.99992067  =   0.99986851
 RC2516!SPC WA S     -   0.99994783  x   1.00006619  =   1.00001402
 RC2516!UTM  10      -   0.99994783  x   1.00008939  =   1.00003722
 RC2516
 RC2516|---------------------------------------------------------------------|
 RC2516| PID    Reference Object                     Distance      Geod. Az  |
 RC2516|                                                           dddmmss.s |
 RC2516| CF5191 DONALD RM 1                          11.860 METERS 16836     |
 RC2516| CF5192 DONALD RM 2                          20.357 METERS 25638     |
 RC2516| RC2518 DONALD AZ MK                        APPROX. 2.0 KM 2602433.6 |
 RC2516|---------------------------------------------------------------------|
 RC2516
 RC2516                          SUPERSEDED SURVEY CONTROL
 RC2516
 RC2516  NAD 83(1986)-  45 34 58.04774(N)    120 26 33.34799(W) AD(       ) 2
 RC2516  NAD 27      -  45 34 58.58900(N)    120 26 29.17400(W) AD(       ) 2
 RC2516  NGVD 29 (07/19/86)  353.3    (m)         1159.     (f) VERT ANG    3  
 RC2516
 RC2516.Superseded values are not recommended for survey control.
 RC2516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2516.See file dsdata.txt to determine how the superseded data were derived.
 RC2516
 RC2516_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR9950750875(NAD 83)
 RC2516_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RC2516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC2516
 RC2516  HISTORY     - Date     Condition        Report By
 RC2516  HISTORY     - 1946     MONUMENTED       CGS
 RC2516  HISTORY     - 1966     SEE DESCRIPTION  CGS
 RC2516  HISTORY     - 1968     SEE DESCRIPTION  CGS
 RC2516
 RC2516                          STATION DESCRIPTION
 RC2516
 RC2516'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JCT)
 RC2516'LOCATED ABOUT 12 MILES AIR LINE EAST OF WASCO, ABOUT 9 MILES AIR
 RC2516'LINE SOUTH-SOUTHWEST OF BLALOCK, AND ABOUT 2-1/4 MILES AIR LINE
 RC2516'WEST-SOUTHWEST OF THE OLD MC DONALD FERRY, WHICH IS ON THE
 RC2516'JOHN DAY RIVER.  THE STATION IS ON THE POINT OF A GRASSY
 RC2516'RIDGE.  THE MARK IS SET FLUSH WITH THE GROUND AND IS
 RC2516'STAMPED--DONALD 1946.
 RC2516'
 RC2516'REFERENCE MARK NO. 1 IS SOUTH OF THE STATION IN THE OPEN
 RC2516'FIELD.  THE MARK PROJECTS 3 INCHES.
 RC2516'
 RC2516'REFERENCE MARK NO. 2 IS WEST OF THE STATION IN THE OPEN
 RC2516'FIELD.  THE MARK PROJECTS 2 INCHES.
 RC2516'
 RC2516'THE AZIMUTH MARK IS ABOUT 1 MILE AIR LINE WEST OF THE STATION,
 RC2516'39.7 FEET EAST OF AN OLD SHED, AND 7.8 FEET SOUTHEAST OF THE
 RC2516'SOUTHEAST CORNER OF A WHITE HOUSE.  THE MARK IS SET FLUSH
 RC2516'WITH THE GROUND.  REACHED FROM THE STATION BY GOING 0.75 MILE
 RC2516'WEST TO THE ROAD, THEN GO 0.9 MILE NORTHWEST TO A WIRE GATE ON
 RC2516'THE LEFT.  TURN LEFT AND FOLLOW FIELD ROAD SOUTHEAST FOR 0.35
 RC2516'MILE TO OLD BARN AND WHITE HOUSE WITH RED ROOF AND STATION
 RC2516'SITE.
 RC2516'
 RC2516'ALL MARKS ARE STAMPED WITH THE NAME AND DATE OF THE STATION
 RC2516'AND WITH THEIR RESPECTIVE NUMBERS.
 RC2516'
 RC2516'TO REACH STATION FROM THE POST OFFICE IN WASCO, GO EAST ON
 RC2516'STATE 206 FOR 4.55 MILES TO THE STORE AT KLONDIKE.  CONTINUE
 RC2516'EAST ON 206 FOR 0.45 MILE TO WHERE IT TURNS RIGHT AND ANOTHER
 RC2516'ROAD CONTINUES STRAIGHT AHEAD.  KEEP LEFT, STRAIGHT AHEAD AS
 RC2516'PER SIGN MC DONALD AND GO EAST FOR 4.1 MILES TO A T
 RC2516'INTERSECTION.  TURN LEFT ACROSS BRIDGE AND GO 0.05 MILE TO
 RC2516'FORK AND RANCH HOUSE.  TURN RIGHT (EAST) AS PER SIGN JOHN DAY
 RC2516'RIVER 6 AND GO 3.25 MILES TO WHERE THE MAIN ROAD TURNS RIGHT
 RC2516'AND DIM ROAD LEFT.  HERE CONTINUE STRAIGHT AHEAD AND PASS
 RC2516'THROUGH WIRE GATE IN FENCE LINE AND DRIVE EAST ACROSS
 RC2516'COUNTRY KEEPING ON THE CREST OF THE MOST RIGHT HAND PART OF
 RC2516'RIDGE FOR 0.75 MILE TO STATION SITE.
 RC2516
 RC2516                          STATION RECOVERY (1966)
 RC2516
 RC2516'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (PAS)
 RC2516'THE STATION MARK, STAMPED DONALD 1946, REFERENCE MARK NO. 1,
 RC2516'STAMPED DONALD NO 1 1946, REFERENCE MARK NO. 2, STAMPED DONALD
 RC2516'NO 2 1946 AND AZIMUTH MARK, STAMPED DONALD AZ 1946 WERE RECOVERED
 RC2516'AS DESCRIBED WITH THIS EXCEPTION.  THE HOUSE AND SHED IN MENTION
 RC2516'NEAR THE AZIMUTH MARK HAVE BEEN TORN DOWN BUT THEIR FOUNDATIONS
 RC2516'ARE READILY NOTICEABLE.  A METAL WITNESS POST WAS PLACED 2 FEET
 RC2516'WEST OF THE STATION MARK.  A METAL WITNESS POST WAS PLACED 1
 RC2516'FOOT SOUTH OF THE AZIMUTH MARK.  THE STATION IS ON PASTURE
 RC2516'LAND OWNED BY P. W. KASEBERG.  ROADS HAVE CHANGED.  FOLLOWING
 RC2516'IS A NEW TO REACH.
 RC2516'
 RC2516'TO REACH THE STATION FROM THE WASCO POST OFFICE GO SOUTHEAST
 RC2516'ON STATE HIGHWAY 206 FOR 0.9 MILE TO A SIDE ROAD LEFT, JUST
 RC2516'BEFORE CROSSING THE RAILROAD TRACKS, TURN LEFT AND GO EAST FOR
 RC2516'3.2 MILES TO THE ELEVATOR AND CROSSROAD AT KLONDIKE, CONTINUE
 RC2516'EAST FOR 0.45 MILE TO A SIDE ROAD RIGHT AND A SIGN, MC DONALD 10,
 RC2516'CONTINUE EAST ON THE GRAVELED ROAD FOR 4.0 MILES TO AN OFFSET
 RC2516'CROSSROAD, CROSS CONCRETE BRIDGE AND CONTINUE EAST ON THE
 RC2516'BLADED DIRT ROAD FOR 2.6 MILES TO A WIRE GATE ON THE RIGHT,
 RC2516'JUST AFTER CROSSING A CATTLE GUARD.  (TO REACH THE AZIMUTH
 RC2516'MARK FROM HERE TURN RIGHT, PASS THROUGH THE WIRE GATE AND GO
 RC2516'SOUTH ON THE TRACK ROAD ALONG THE WEST SIDE OF THE FENCE
 RC2516'FOR 0.3 MILE TO A SET OF ABANDONED BUILDINGS AND THE
 RC2516'AZIMUTH MARK.) CONTINUE EAST ON THE BLADED DIRT ROAD
 RC2516'FOR 0.55 MILE TO A T ROAD INTERSECTION AND A GATE ENTERING A
 RC2516'CULTIVATED FIELD AHEAD.  IF THE FIELD IS NOT IN CROP DRIVE
 RC2516'EAST ACROSS FIELD FOR 0.3 MILE TO A GATE INTO A PASTURE, PASS
 RC2516'THROUGH GATE AND CONTINUE EAST AND SOUTHEAST ACROSS PASTURE FOR
 RC2516'0.4 MILE TO THE STATION AND REFERENCE MARKS AS DESCRIBED.
 RC2516
 RC2516                          STATION RECOVERY (1968)
 RC2516
 RC2516'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (NET)
 RC2516'THE STATION MARK, BOTH REFERENCE MARKS AND THE AZIMUTH MARK
 RC2516'WERE FOUND IN GOOD CONDITION.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 RC2516'
 RC2516'THE STATION IS ABOUT 18 MILES EAST-SOUTHEAST OF BIGGS, 8 MILES
 RC2516'SOUTH OF THE COLUMBIA RIVER, 1-1/2 MILES WEST OF THE POINT
 RC2516'WHERE ROCK CREEK EMPTIES INTO THE JOHN DAY RIVER, 0.2 MILE NORTH
 RC2516'OF THE BOTTOM OF A DEEP DRAW (A ROAD FOLLOWS THIS DRAW TO THE
 RC2516'RIVER), 0.3 MILE EAST-SOUTHEAST AND ABOUT 50 FEET LOWER THAN
 RC2516'THE SUMMIT OF THE RIDGE AND ON A SOUTHEASTERN POINT OF THE
 RC2516'RIDGE WHICH OVERLOOKS THE VALLEY TO THE EAST.
 RC2516'
 RC2516'THE STATION MARK, STAMPED DONALD 1946, IS A STANDARD DISK
 RC2516'SET IN A SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT IS 6
 RC2516'FEET WEST OF A WOODEN WITNESS POST, 2 FEET EAST OF A METAL WITNESS
 RC2516'POST AND ON A ROUNDED POINT OF THE RIDGE WITH LOWER GROUND
 RC2516'ALL AROUND EXCEPT TO THE WEST-NORTHWEST.  MARK IS IN SECTION 9,
 RC2516'T1N, R19E.
 RC2516'
 RC2516'REFERENCE MARK NO. 1, STAMPED DONALD NO 1 1946, IS A STANDARD
 RC2516'DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT
 RC2516'IS 14 YARDS EAST-NORTHEAST OF A SLIGHT HUMP ON THE OTHERWISE
 RC2516'SMOOTH, GRASSY POINT, AND ABOUT THE SAME ELEVATION AS THE STATION
 RC2516'MARK.  38.9 FEET SOUTH-SOUTHEAST OF THE STATION MARK.
 RC2516'
 RC2516'REFERENCE MARK NO. 2, STAMPED DONALD NO 2 1946, IS A STANDARD
 RC2516'DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES,
 RC2516'AND IS ABOUT ONE FOOT HIGHER THAN THE STATION.  IT IS 66.8
 RC2516'FEET WEST-SOUTHWEST OF THE STATION MARK.
 RC2516'
 RC2516'THE AZIMUTH MARK, STAMPED DONALD 1946, IS A STANDARD DISK SET
 RC2516'IN A SQUARE CONCRETE POST WHICH PROJECTS ONE INCH.  IT IS 90
 RC2516'YARDS WEST OF A FENCE BETWEEN TWO CULTIVATED FIELDS, 90 YARDS
 RC2516'SOUTH-SOUTHEAST OF A 10-FOOT SQUARE CONCRETE WELL CASING
 RC2516'WHICH PROJECTS 16 INCHES ABOVE GROUND, 9 YARDS NORTH OF THE
 RC2516'NORTHEAST CORNER OF A CORRAL BUILT OF LUMBER ON THE WEST SIDE
 RC2516'OF AN OLD SHED, 5 FEET EAST OF THE PROJECTED WEST SIDE OF THE
 RC2516'SHED AND ONE FOOT NORTH OF A METAL WITNESS POST.  1-1/4 MILES
 RC2516'WEST OF THE STATION.
 RC2516'
 RC2516'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 97 AND STATE
 RC2516'HIGHWAY 206 IN WASCO, GO SOUTHEASTERLY ON STATE HIGHWAY 206 FOR
 RC2516'0.85 MILE, TURN LEFT AND GO EAST 3.3 MILES TO THE CROSSROADS
 RC2516'AT KLONDIKE, CONTINUE EAST 0.45 MILE TO Y, KEEP LEFT AND
 RC2516'CONTINUE EAST 4.1 MILES TO AN OFFSET CROSSROAD AND A CONCRETE
 RC2516'BRIDGE, CONTINUE EAST 2.5 MILES TO A SIDE ROAD RIGHT, (THIS
 RC2516'INTERSECTION IS THE CENTER OF SECTION 8, T1N, R19E).  THE
 RC2516'AZIMUTH MARK IS 0.25 MILE SOUTH AND 90 YARDS WEST OF THE FENCE
 RC2516'BETWEEN FIELDS.  CONTINUE EAST 0.6 MILE, THEN SOUTH 0.15 MILE
 RC2516'TO A CURVE LEFT AND GATE.  PASS THROUGH GATE AND FOLLOW
 RC2516'GRAVEL ROAD EASTERLY 0.35 MILE TO A GATE, PASS THROUGH GATE
 RC2516'AND FOLLOW TRACK ROAD NORTHERLY UP A STEEP HILL 0.2 MILE TO A
 RC2516'Y, KEEP RIGHT 0.1 MILE TO A POINT WHERE THE ROAD CROSSES
 RC2516'THE SUMMIT OF THE RIDGE, BEAR RIGHT AND GO ACROSS COUNTRY
 RC2516'EASTERLY 0.25 MILE TO THE STATION, NEAR THE POINT WHERE THE
 RC2516'RIDGE BREAKS SHARPLY TOWARD THE RIVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2518 ***********************************************************************
 RC2518  DESIGNATION -  DONALD AZ MK
 RC2518  PID         -  RC2518
 RC2518  STATE/COUNTY-  OR/SHERMAN
 RC2518  USGS QUAD   -  MC DONALD (1975)
 RC2518
 RC2518                         *CURRENT SURVEY CONTROL
 RC2518  ___________________________________________________________________
 RC2518* NAD 83(1991)-  45 34 47.15918(N)    120 28 04.94976(W)     ADJUSTED  
 RC2518* NAVD 88     -       381.8    (meters)    1253.     (feet)  VERTCON   
 RC2518  ___________________________________________________________________
 RC2518  LAPLACE CORR-          -2.84  (seconds)                    DEFLEC99
 RC2518  GEOID HEIGHT-         -21.51  (meters)                     GEOID03
 RC2518  HORZ ORDER  -  THIRD
 RC2518
 RC2518.The horizontal coordinates were established by classical geodetic methods
 RC2518.and adjusted by the National Geodetic Survey in October 1991.
 RC2518
 RC2518.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC2518.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC2518
 RC2518.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2518
 RC2518.The geoid height was determined by GEOID03.
 RC2518
 RC2518;                    North         East     Units Scale Factor Converg.
 RC2518;SPC OR N     -   212,589.500 2,502,494.078   MT  0.99992029   +0 01 21.6
 RC2518;SPC OR N     -   697,472.11  8,210,282.41   iFT  0.99992029   +0 01 21.6
 RC2518;SPC WA S     -    27,392.194   502,494.445   MT  1.00006710   +0 01 23.6
 RC2518;SPC WA S     -    89,869.22  1,648,600.52   sFT  1.00006710   +0 01 23.6
 RC2518;UTM  10      - 5,050,476.700   697,533.081   MT  1.00007975   +1 48 32.3
 RC2518
 RC2518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2518!SPC OR N     -   0.99994352  x   0.99992029  =   0.99986381
 RC2518!SPC WA S     -   0.99994352  x   1.00006710  =   1.00001061
 RC2518!UTM  10      -   0.99994352  x   1.00007975  =   1.00002326
 RC2518
 RC2518:                Primary Azimuth Mark                     Grid Az
 RC2518:SPC OR N     -  DONALD                                   080 22 06.5
 RC2518:SPC WA S     -  DONALD                                   080 22 04.5
 RC2518:UTM  10      -  DONALD                                   078 34 55.8
 RC2518
 RC2518|---------------------------------------------------------------------|
 RC2518| PID    Reference Object                     Distance      Geod. Az  |
 RC2518|                                                           dddmmss.s |
 RC2518| RC2516 DONALD                              APPROX. 2.0 KM 0802328.1 |
 RC2518|---------------------------------------------------------------------|
 RC2518
 RC2518                          SUPERSEDED SURVEY CONTROL
 RC2518
 RC2518  NAD 83(1986)-  45 34 47.16935(N)    120 28 04.94309(W) AD(       ) 3
 RC2518  NAD 27      -  45 34 47.71100(N)    120 28 00.76500(W) AD(       ) 3
 RC2518  NGVD 29 (07/19/86)  380.8    (m)         1249.     (f) VERT ANG    3  
 RC2518
 RC2518.Superseded values are not recommended for survey control.
 RC2518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2518.See file dsdata.txt to determine how the superseded data were derived.
 RC2518
 RC2518_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR9753350477(NAD 83)
 RC2518
 RC2518  HISTORY     - Date     Condition        Report By
 RC2518  HISTORY     - 1946     MONUMENTED       CGS
 RC2518
 RC2518                          STATION DESCRIPTION
 RC2518
 RC2518'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RC2518'SEE STATION DONALD
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3558 ***********************************************************************
 RD3558  DESIGNATION -  DONNER
 RD3558  PID         -  RD3558
 RD3558  STATE/COUNTY-  OR/MULTNOMAH
 RD3558  USGS QUAD   -  SAUVIE ISLAND (1990)
 RD3558
 RD3558                         *CURRENT SURVEY CONTROL
 RD3558  ___________________________________________________________________
 RD3558* NAD 83(1991)-  45 37 33.43747(N)    122 47 12.98790(W)     ADJUSTED  
 RD3558* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 RD3558  ___________________________________________________________________
 RD3558  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 RD3558  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 RD3558  HORZ ORDER  -  SECOND
 RD3558
 RD3558.The horizontal coordinates were established by classical geodetic methods
 RD3558.and adjusted by the National Geodetic Survey in October 1991.
 RD3558
 RD3558.The orthometric height was scaled from a topographic map.
 RD3558
 RD3558.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3558
 RD3558.The geoid height was determined by GEOID03.
 RD3558
 RD3558;                    North         East     Units Scale Factor Converg.
 RD3558;SPC OR N     -   220,245.986 2,321,693.022   MT  0.99992640   -1 37 18.7
 RD3558;SPC OR N     -   722,591.82  7,617,103.09   iFT  0.99992640   -1 37 18.7
 RD3558;UTM  10      - 5,052,511.950   516,608.456   MT  0.99960339   +0 09 08.3
 RD3558
 RD3558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3558!SPC OR N     -   1.00000247  x   0.99992640  =   0.99992887
 RD3558!UTM  10      -   1.00000247  x   0.99960339  =   0.99960586
 RD3558
 RD3558                          SUPERSEDED SURVEY CONTROL
 RD3558
 RD3558  NAD 83(1986)-  45 37 33.45681(N)    122 47 12.98967(W) AD(       ) 2
 RD3558  NAD 27      -  45 37 34.03526(N)    122 47 08.62790(W) AD(       ) 2
 RD3558
 RD3558.Superseded values are not recommended for survey control.
 RD3558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3558.See file dsdata.txt to determine how the superseded data were derived.
 RD3558
 RD3558_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1660852512(NAD 83)
 RD3558
 RD3558  HISTORY     - Date     Condition        Report By
 RD3558  HISTORY     - 1963     MONUMENTED       USE
 RD3558
 RD3558                          STATION DESCRIPTION
 RD3558
 RD3558'DESCRIBED BY US ENGINEERS 1963
 RD3558'SEE STATION HLM 63 USE
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1357 ***********************************************************************
 QD1357  DESIGNATION -  DOO
 QD1357  PID         -  QD1357
 QD1357  STATE/COUNTY-  OR/LINN
 QD1357  USGS QUAD   -  THREE FINGERED JACK (1988)
 QD1357
 QD1357                         *CURRENT SURVEY CONTROL
 QD1357  ___________________________________________________________________
 QD1357* NAD 83(2007)-  44 25 28.60530(N)    121 50 43.46344(W)     NO CHECK  
 QD1357* NAVD 88     -      1470.166  (meters)    4823.37   (feet)  ADJUSTED  
 QD1357  ___________________________________________________________________
 QD1357  EPOCH DATE  -        2007.00
 QD1357  X           -  -2,407,894.183 (meters)                     COMP
 QD1357  Y           -  -3,876,672.501 (meters)                     COMP
 QD1357  Z           -   4,442,923.676 (meters)                     COMP
 QD1357  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 QD1357  ELLIP HEIGHT-        1449.134 (meters)          (02/10/07) NO CHECK
 QD1357  GEOID HEIGHT-         -21.14  (meters)                     GEOID03
 QD1357  DYNAMIC HT  -        1469.601 (meters)    4821.52  (feet)  COMP
 QD1357
 QD1357  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 QD1357  Type    PID    Designation                      North   East  Ellip
 QD1357  -------------------------------------------------------------------
 QD1357  NETWORK QD1357 DOO                               4.14   8.29  25.23
 QD1357  -------------------------------------------------------------------
 QD1357  MODELED GRAV-     980,180.7   (mgal)                       NAVD 88
 QD1357
 QD1357  VERT ORDER  -  FIRST     CLASS II
 QD1357
 QD1357.The horizontal coordinates were established by GPS observations
 QD1357.and adjusted by the National Geodetic Survey in February 2007.
 QD1357
 QD1357.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 QD1357.See www.ngs.noaa.gov/NationalReadjustment for more information.
 QD1357.No horizontal observational check was made to the station.
 QD1357.The horizontal coordinates are valid at the epoch date displayed above.
 QD1357.The epoch date for horizontal control is a decimal equivalence
 QD1357.of Year/Month/Day.
 QD1357
 QD1357.The orthometric height was determined by differential leveling
 QD1357.and adjusted in June 1991.
 QD1357
 QD1357.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QD1357
 QD1357.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1357
 QD1357.The ellipsoidal height was determined by GPS observations
 QD1357.and is referenced to NAD 83.
 QD1357
 QD1357.The geoid height was determined by GEOID03.
 QD1357
 QD1357.The dynamic height is computed by dividing the NAVD 88
 QD1357.geopotential number by the normal gravity value computed on the
 QD1357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1357.degrees latitude (g = 980.6199 gals.).
 QD1357
 QD1357.The modeled gravity was interpolated from observed gravity values.
 QD1357
 QD1357;                    North         East     Units Scale Factor Converg.
 QD1357;SPC OR N     -    85,117.525 2,392,869.906   MT  0.99997826   -0 57 14.9
 QD1357;SPC OR N     -   279,256.97  7,850,623.05   iFT  0.99997826   -0 57 14.9
 QD1357;SPC OR S     -   307,248.763 1,392,852.692   MT  1.00013574   -0 55 13.6
 QD1357;SPC OR S     - 1,008,034.00  4,569,726.68   iFT  1.00013574   -0 55 13.6
 QD1357;UTM  10      - 4,919,683.615   591,905.915   MT  0.99970388   +0 48 29.7
 QD1357
 QD1357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1357!SPC OR N     -   0.99977283  x   0.99997826  =   0.99975110
 QD1357!SPC OR S     -   0.99977283  x   1.00013574  =   0.99990854
 QD1357!UTM  10      -   0.99977283  x   0.99970388  =   0.99947678
 QD1357
 QD1357                          SUPERSEDED SURVEY CONTROL
 QD1357
 QD1357  NAD 83(1998)-  44 25 28.60356(N)    121 50 43.46377(W) AD(       ) 2
 QD1357  ELLIP H (07/18/02) 1449.101  (m)                       GP(       ) 4 1
 QD1357  NAD 83(1991)-  44 25 28.60207(N)    121 50 43.46269(W) AD(       ) 2
 QD1357  ELLIP H (10/15/91) 1449.195  (m)                       GP(       ) 4 1
 QD1357  NAD 83(1986)-  44 25 28.61659(N)    121 50 43.47257(W) AD(       ) 2
 QD1357  NGVD 29 (09/20/88) 1468.98   (m)         4819.5    (f) LEVELING    3  
 QD1357
 QD1357.Superseded values are not recommended for survey control.
 QD1357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1357.See file dsdata.txt to determine how the superseded data were derived.
 QD1357
 QD1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ9190619684(NAD 83)
 QD1357_MARKER: DS = TRIANGULATION STATION DISK
 QD1357_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QD1357_SP_SET: SHALLOW-SET PIPE
 QD1357_STAMPING: DOO 1987
 QD1357_MARK LOGO: ORDT  
 QD1357_PROJECTION: PROJECTING 10 CENTIMETERS
 QD1357_MAGNETIC: P = MARKER IS A STEEL PIPE
 QD1357_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD1357_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QD1357+SATELLITE: SATELLITE OBSERVATIONS - 1987
 QD1357_ROD/PIPE-DEPTH: 1.1  meters
 QD1357
 QD1357  HISTORY     - Date     Condition        Report By
 QD1357  HISTORY     - 1987     MONUMENTED       NGS
 QD1357  HISTORY     - 1987     GOOD             NGS
 QD1357
 QD1357                          STATION DESCRIPTION
 QD1357
 QD1357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (LLR)
 QD1357'THE STATION IS LOCATED ABOUT 25 MILES NORTHWEST OF SANTIAM PASS ON
 QD1357'THE SUMMIT OF SANTIAM PASS.
 QD1357'
 QD1357'TO REACH THE STATION FROM THE JUNCTION OF THE ROAD LEADING TO THE
 QD1357'HOO DOO SKI BOWL AND HIGHWAY 20 GO EAST ON HIGHWAY 20 FOR 0.7 MILE
 QD1357'TO THE MARK ON THE RIGHT.
 QD1357'
 QD1357'THE STATION IS A STANDARD NGS DISK
 QD1357'STAMPED---DOO 1987---,
 QD1357'SET INTO THE TOP OF A METAL PIPE THAT PROJECTS 10 CENTIMETERS ABOVE
 QD1357'THE GROUND.
 QD1357'40 METERS (131 FT) WEST FROM THE JEFFERSON COUNTY LINE,
 QD1357'25 METERS (82 FT) SOUTH FROM THE CENTERLINE OF THE ROAD,
 QD1357'3 METERS (10 FT) EAST FROM A WILLAMETTE NATIONAL FOREST SIGN AND
 QD1357'1.1 METERS (3.3 FT) NORTH FROM A WITNESS POST.
 QD1357
 QD1357                          STATION RECOVERY (1987)
 QD1357
 QD1357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QD1357'32.4 KM (20.15 MI) NW FROM SISTERS.
 QD1357'32.4 KM (20.15 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 20 FROM ITS
 QD1357'JUNCTION WITH FIR STREET IN SISTERS, 69.2 M (227.0 FT) SOUTHWEST OF
 QD1357'THE JEFFERSON-LINN COUNTY LINE SIGN, 17.1 M (56.1 FT) SOUTHEAST OF
 QD1357'THE CENTERLINE OF THE HIGHWAY, AND 2.7 M (8.9 FT) NORTHEAST OF THE
 QD1357'NORTHEAST CORNER OF THE WILLAMETTE NATIONAL FOREST SIGN.
 QD1357'THE MARK IS 0.6 METERS  W FROM  A WITNESS POST
 QD1357'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB1253 ***********************************************************************
 QB1253  DESIGNATION -  DOOLEY MOUNTAIN LOOKOUT HOUSE
 QB1253  PID         -  QB1253
 QB1253  STATE/COUNTY-  OR/BAKER
 QB1253  USGS QUAD   -  BRANNAN GULCH (1993)
 QB1253
 QB1253                         *CURRENT SURVEY CONTROL
 QB1253  ___________________________________________________________________
 QB1253* NAD 83(1991)-  44 34 26.85431(N)    117 53 37.24534(W)     ADJUSTED  
 QB1253* NAVD 88     -              **(meters)            **(feet)            
 QB1253  ___________________________________________________________________
 QB1253  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 QB1253  GEOID HEIGHT-         -17.07  (meters)                     GEOID03
 QB1253  HORZ ORDER  -  THIRD
 QB1253
 QB1253.The horizontal coordinates were established by classical geodetic methods
 QB1253.and adjusted by the National Geodetic Survey in October 1991.
 QB1253
 QB1253
 QB1253.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB1253
 QB1253.The geoid height was determined by GEOID03.
 QB1253
 QB1253;                    North         East     Units Scale Factor Converg.
 QB1253;SPC OR N     -   104,177.843 2,706,970.089   MT  0.99994806   +1 50 54.1
 QB1253;SPC OR N     -   341,790.82  8,881,135.46   iFT  0.99994806   +1 50 54.1
 QB1253;UTM  11      - 4,936,031.378   429,044.537   MT  0.99966191   -0 37 38.1
 QB1253
 QB1253                          SUPERSEDED SURVEY CONTROL
 QB1253
 QB1253  NAD 83(1986)-  44 34 26.85231(N)    117 53 37.23252(W) AD(       ) 4
 QB1253  NAD 27      -  44 34 27.27700(N)    117 53 33.45400(W) AD(       ) 3
 QB1253
 QB1253.Superseded values are not recommended for survey control.
 QB1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB1253.See file dsdata.txt to determine how the superseded data were derived.
 QB1253
 QB1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK2904536031(NAD 83)
 QB1253
 QB1253  HISTORY     - Date     Condition        Report By
 QB1253  HISTORY     - 1946     MONUMENTED       CGS
 QB1253
 QB1253                          STATION DESCRIPTION
 QB1253
 QB1253'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 QB1253'STATION IS THE CENTER OF THE U.S. FOREST SERVICE LOOKOUT HOUSE
 QB1253'LOCATED ON A HIGH BARE KNOLL ON DOOLEY MOUNTAIN ABOUT 15 MILES
 QB1253'SOUTH OF BAKER AND ABOUT 1 MILE WEST OF STATE HIGHWAY 7 AT
 QB1253'DOOLEY MOUNTAIN SUMMIT.  IT IS A STANDARD ONE-STORY LOOKOUT HOUSE
 QB1253'AND THE FINIAL OF THE ROOF WAS THE POINT OBSERVED ON.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0906 ***********************************************************************
 PC0906  DESIGNATION -  DORENA
 PC0906  PID         -  PC0906
 PC0906  STATE/COUNTY-  OR/LANE
 PC0906  USGS QUAD   -  DORENA LAKE (1986)
 PC0906
 PC0906                         *CURRENT SURVEY CONTROL
 PC0906  ___________________________________________________________________
 PC0906* NAD 83(1991)-  43 46 48.06660(N)    122 55 09.73421(W)     ADJUSTED  
 PC0906* NAVD 88     -       376.9    (meters)    1237.     (feet)  VERTCON   
 PC0906  ___________________________________________________________________
 PC0906  LAPLACE CORR-           3.77  (seconds)                    DEFLEC99
 PC0906  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 PC0906  HORZ ORDER  -  SECOND
 PC0906
 PC0906.The horizontal coordinates were established by classical geodetic methods
 PC0906.and adjusted by the National Geodetic Survey in October 1991.
 PC0906
 PC0906.The NAVD 88 height was computed by applying the VERTCON shift value to
 PC0906.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PC0906
 PC0906.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC0906
 PC0906.The geoid height was determined by GEOID03.
 PC0906
 PC0906;                    North         East     Units Scale Factor Converg.
 PC0906;SPC OR S     -   237,575.058 1,305,272.495   MT  0.99995153   -1 39 18.7
 PC0906;SPC OR S     -   779,445.73  4,282,390.08   iFT  0.99995153   -1 39 18.7
 PC0906;UTM  10      - 4,847,443.611   506,488.226   MT  0.99960052   +0 03 20.8
 PC0906
 PC0906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC0906!SPC OR S     -   0.99994454  x   0.99995153  =   0.99989607
 PC0906!UTM  10      -   0.99994454  x   0.99960052  =   0.99954508
 PC0906
 PC0906|---------------------------------------------------------------------|
 PC0906| PID    Reference Object                     Distance      Geod. Az  |
 PC0906|                                                           dddmmss.s |
 PC0906| CD8466 DORENA RM 1                           6.871 METERS 16221     |
 PC0906| CD8467 DORENA RM 2                           6.295 METERS 21636     |
 PC0906| PC0928 CURRIN RESET                        APPROX. 9.8 KM 2553523.4 |
 PC0906|---------------------------------------------------------------------|
 PC0906
 PC0906                          SUPERSEDED SURVEY CONTROL
 PC0906
 PC0906  NAD 83(1986)-  43 46 48.07903(N)    122 55 09.75819(W) AD(       ) 2
 PC0906  NAD 27      -  43 46 48.63130(N)    122 55 05.49670(W) AD(       ) 2
 PC0906  NGVD 29 (07/19/86)  375.7    (m)         1233.     (f) VERT ANG    3  
 PC0906
 PC0906.Superseded values are not recommended for survey control.
 PC0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0906.See file dsdata.txt to determine how the superseded data were derived.
 PC0906
 PC0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP0648847444(NAD 83)
 PC0906_MARKER: Z = SEE DESCRIPTION
 PC0906_SETTING: 66 = SET IN ROCK OUTCROP
 PC0906_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 PC0906
 PC0906  HISTORY     - Date     Condition        Report By
 PC0906  HISTORY     - 1953     MONUMENTED       USE
 PC0906  HISTORY     - 1980     GOOD             NGS
 PC0906
 PC0906                          STATION DESCRIPTION
 PC0906
 PC0906'DESCRIBED BY US ENGINEERS 1953 (CTH)
 PC0906'THE STATION IS ABOUT 8 MILES EAST OF COTTAGE GROVE, 0.5 MILE
 PC0906'NORTH OF THE NORTH SHORE OF THE DORENA DAM, AND IN A GRASSY
 PC0906'CLEARING ON A LOW PROMINENT HILL.
 PC0906'
 PC0906'TO REACH THE STATION FROM THE DEPOT IN COTTAGE GROVE.  GO EAST
 PC0906'ON A PAVED ROAD FOR 1.7 MILES TO A ROAD FORK.  TAKE THE LEFT FORK
 PC0906'FOR 3.2 MILES TO A ROAD FORK.  TAKE THE LEFT FORK FOR 3.15 MILES
 PC0906'TO A SMALL BRIDGE.  CONTINUE FOR 0.85 MILE TO A TRACK ROAD ON
 PC0906'THE LEFT.  TURN LEFT AND FOLLOW THE TRACK ROAD FOR 0.15 MILE TO A
 PC0906'HOUSE AND THE END OF TRUCK TRAVEL.  FROM HERE PACK NORTHEASTERLY
 PC0906'FOR 20 MINUTES TO THE STATION ON THE SOUTH END OF A CLEARING ON
 PC0906'THE HILL.
 PC0906'
 PC0906'THE STATION MARK IS A STANDARD USE STATION MARK DISK SET IN A
 PC0906'DRILL HOLE IN A BOULDER THAT PROJECTS 1 FOOT, AND THE DISK IS
 PC0906'STAMPED DORENA 1939.
 PC0906'
 PC0906'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A DRILL HOLE IN
 PC0906'A BOULDER THAT PROJECTS 1 INCH, AND THE DISK IS STAMPED DORENA
 PC0906'USED NO 1 1953.  IT IS 3 FEET LOWER THAN THE STATION.
 PC0906'
 PC0906'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A DRILL HOLE IN
 PC0906'A BOULDER THAT PROJECTS 1 INCH, AND THE DISK IS STAMPED DORENA
 PC0906'USED NO 2 1953.  IT IS 3 FEET LOWER THAN THE STATION.
 PC0906'
 PC0906'TRIANGULATION STATION GEORGE (USE) WAS USED AS AN AZIMUTH MARK
 PC0906'FOR THIS STATION.
 PC0906
 PC0906                          STATION RECOVERY (1980)
 PC0906
 PC0906'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 PC0906'THE STATION MARK WAS FOUND LOOSE BUT WAS STILL IN THE DRILL
 PC0906'HOLE.  BOTH RM 1 AND RM 2 WERE REMOVED BY VANDALS.  THE STATION DISK
 PC0906'WAS RECEMENTED AND RM 3 AND RM 4 WERE ESTABLISHED AT THIS
 PC0906'TIME.  CONSIDERABLE CLEARING WOULD HAVE TO BE DONE IN ORDER TO USE
 PC0906'THIS STATION.
 PC0906'
 PC0906'THE STATION IS LOCATED ABOUT 8 MILES EAST OF COTTAGE GROVE, 0.5 MILE
 PC0906'NORTH OF THE NORTH SHORE OF DORENA LAKE AND UNDER A TREE AT THE NORTH
 PC0906'END OF A CLEARING ON A SLOPEING HILL.  THIS MARK IS NOT ON THE HIGH
 PC0906'PART OF THE HILL.
 PC0906'
 PC0906'TO REACH THE STATION FROM THE INTERSECTION OF GATEWAY BOULEVARD AND
 PC0906'ROW RIVER RD IN COTTAGE GROVE, GO EAST ON ROW RIVER RD PASSING UNDER
 PC0906'I 5 AND GO 4.4 MILES TO A ROAD FORK, TURN LEFT AND GO 3.15 MILES TO A
 PC0906'BRIDGE OVER RAT CREEK, CONTINUE STRAIGHT AHEAD AND GO 1.05 MILE TO A
 PC0906'GRAVEL ROAD ON THE LEFT, TURN LEFT UP HILL FOR 0.25 TO A CROSS ROADS,
 PC0906'TURN LEFT ON TRACK ROAD AND GO 0.3 MILE TO THE END OF THE ROAD AT A
 PC0906'CLEARING IN THE TREES AND THE STATION.
 PC0906'
 PC0906'THE STATION IS A STANDARD US ARMY CORPS OF ENGINEERS DISK STAMPED
 PC0906'---DORENA 1939---SET INTO ROCK OUTCROP LOCATED 13.7 METERS (45 FEET)
 PC0906'SW FROM TWO VERY LARGE FIR TREES, 7.6 METERS (25 FEET) NW FROM THE
 PC0906'END OF THE ROAD, AND 0.9 METER (3 FEET) S FROM A METAL WITNESS POST.
 PC0906'
 PC0906'REFERENCE MARK NO. 4 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 PC0906'STAMPED---DORENA USE 1953 NO 4 1980---SET INTO ROCK OUTCROP FLUSH
 PC0906'WITH THE GROUND LOCATED 7.9 METERS (26 FEET) S FROM A METAL WITNESS
 PC0906'POST, 5.5 METERS (18 FEET) W FROM THE END OF A TRACK ROAD, AND 1.2
 PC0906'METERS (4 FEET) LOWER THAN THE STATION.
 PC0906'
 PC0906'REFERENCE MARK NO. 3 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 PC0906'STAMPED---DORENA USE 1953 NO 3 1980---SET INTO A ROCK OUTCROP WHICH
 PC0906'IS FLUSH WITH THE GROUND.  IT IS LOCATED 11.6 METERS (38 FEET) W FROM
 PC0906'THE END OF THE ROAD, 6.98 METERS (22.9 FEET) SW FROM A METAL WITNESS
 PC0906'POST, AND 0.9 METER (3 FEET) LOWER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2221 ***********************************************************************
 QE2221  DESIGNATION -  DORIS
 QE2221  PID         -  QE2221
 QE2221  STATE/COUNTY-  OR/LANE
 QE2221  USGS QUAD   -  EUGENE WEST (1986)
 QE2221
 QE2221                         *CURRENT SURVEY CONTROL
 QE2221  ___________________________________________________________________
 QE2221* NAD 83(1991)-  44 05 52.68893(N)    123 09 22.76199(W)     ADJUSTED  
 QE2221* NAVD 88     -       128.3    (meters)     421.     (feet)  VERTCON   
 QE2221  ___________________________________________________________________
 QE2221  LAPLACE CORR-          -2.87  (seconds)                    DEFLEC99
 QE2221  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 QE2221  HORZ ORDER  -  SECOND
 QE2221
 QE2221.The horizontal coordinates were established by classical geodetic methods
 QE2221.and adjusted by the National Geodetic Survey in October 1991.
 QE2221
 QE2221.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE2221.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE2221
 QE2221.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2221
 QE2221.The geoid height was determined by GEOID03.
 QE2221
 QE2221;                    North         East     Units Scale Factor Converg.
 QE2221;SPC OR S     -   273,462.564 1,287,327.404   MT  1.00002638   -1 49 02.3
 QE2221;SPC OR S     -   897,186.89  4,223,515.10   iFT  1.00002638   -1 49 02.3
 QE2221;UTM  10      - 4,882,766.030   487,487.601   MT  0.99960193   -0 06 31.6
 QE2221
 QE2221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2221!SPC OR S     -   0.99998352  x   1.00002638  =   1.00000990
 QE2221!UTM  10      -   0.99998352  x   0.99960193  =   0.99958546
 QE2221
 QE2221:                Primary Azimuth Mark                     Grid Az
 QE2221:SPC OR S     -  SPENCER                                  160 56 31.8
 QE2221:UTM  10      -  SPENCER                                  159 14 01.1
 QE2221
 QE2221|---------------------------------------------------------------------|
 QE2221| PID    Reference Object                     Distance      Geod. Az  |
 QE2221|                                                           dddmmss.s |
 QE2221| PC0920 SPENCER                             APPROX.13.7 KM 1590729.5 |
 QE2221| CE1421 DORIS RM 1                           10.153 METERS 17735     |
 QE2221| CE1422 DORIS RM 2                           28.432 METERS 26954     |
 QE2221|---------------------------------------------------------------------|
 QE2221
 QE2221                          SUPERSEDED SURVEY CONTROL
 QE2221
 QE2221  NAD 83(1986)-  44 05 52.70396(N)    123 09 22.78865(W) AD(       ) 2
 QE2221  NAD 27      -  44 05 53.25775(N)    123 09 18.46623(W) AD(       ) 2
 QE2221  NGVD 29 (07/19/86)  127.2    (m)          417.     (f) VERT ANG    3  
 QE2221
 QE2221.Superseded values are not recommended for survey control.
 QE2221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2221.See file dsdata.txt to determine how the superseded data were derived.
 QE2221
 QE2221_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP8748882766(NAD 83)
 QE2221_MARKER: DD = SURVEY DISK
 QE2221_SETTING: 0 = UNSPECIFIED SETTING
 QE2221
 QE2221  HISTORY     - Date     Condition        Report By
 QE2221  HISTORY     - 1970     MONUMENTED       OR-039
 QE2221
 QE2221                          STATION DESCRIPTION
 QE2221
 QE2221'DESCRIBED BY LANE COUNTY OREGON 1970 (FLI)
 QE2221'THE STATION IS LOCATED IN THE NORTHWEST PART OF EUGENE AND ON AN
 QE2221'OVERPASS OVER THE SOUTHERN PACIFIC RAILROAD TRACKS.
 QE2221'
 QE2221'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 99 (6TH
 QE2221'AVENUE) AND WILLAMETTE STREET IN EUGENE, GO WEST AND NORTHWEST ON
 QE2221'U.S. HIGHWAY 99 FOR 5.1 MILES TO A CROSSROAD.  TURN RIGHT AND GO
 QE2221'NORTHEAST AND EAST ON BELT LIEN ROAD FOR 0.5 MILE TO AN OVERPASS
 QE2221'AND THE STATION.
 QE2221'
 QE2221'THE STATION MARK, STAMPED DORIS 1969, IS A LANE COUNTY DISK CEMENTED
 QE2221'IN A DRILL HOLE IN THE SIDEWALK OF THE OVERPASS.  IT IS 200 FEET
 QE2221'WEST OF THE EAST END OF THE OVERPASS, 17 FEET NORTH OF THE CENTER OF
 QE2221'THE ROAD AND 3 FEET SOUTH OF THE NORTH GUARD RAIL.
 QE2221'
 QE2221'REFERENCE MARK NO. 1, STAMPED RM NO. 1, IS A LANE COUNTY DISK
 QE2221'CEMENTED IN A DRILL HOLE IN THE OVERPASS.  IT IS 16 FEET SOUTH OF
 QE2221'THE CENTER OF THE ROAD AND 1 FOOT NORTH OF THE SOUTH GUARD RAIL.
 QE2221'
 QE2221'REFERENCE MARK NO. 2, STAMPED RM NO. 2, IS A LANE COUNTY DISK
 QE2221'CEMENTED IN A DRILL HOLE IN THE SIDEWALK OF THE SIDEWALK OF THE
 QE2221'OVERPASS.  IT IS 17 FEET NORTH OF THE CENTER OF THE ROAD AND 3 FEET
 QE2221'SOUTH OF THE NORTH GUARD RAIL.
 QE2221'
 QE2221'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1941 ***********************************************************************
 QE1941  DESIGNATION -  DORN
 QE1941  PID         -  QE1941
 QE1941  STATE/COUNTY-  OR/MARION
 QE1941  USGS QUAD   -  SIDNEY (1986)
 QE1941
 QE1941                         *CURRENT SURVEY CONTROL
 QE1941  ___________________________________________________________________
 QE1941* NAD 83(1991)-  44 50 07.31475(N)    123 06 38.95340(W)     ADJUSTED  
 QE1941* NAVD 88     -       284.     (meters)     932.     (feet)  SCALED    
 QE1941  ___________________________________________________________________
 QE1941  LAPLACE CORR-          -3.84  (seconds)                    DEFLEC99
 QE1941  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 QE1941  HORZ ORDER  -  THIRD
 QE1941
 QE1941.The horizontal coordinates were established by classical geodetic methods
 QE1941.and adjusted by the National Geodetic Survey in October 1991.
 QE1941
 QE1941.The orthometric height was scaled from a topographic map.
 QE1941
 QE1941.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE1941
 QE1941.The geoid height was determined by GEOID03.
 QE1941
 QE1941;                    North         East     Units Scale Factor Converg.
 QE1941;SPC OR N     -   133,202.584 2,293,610.625   MT  0.99991142   -1 51 05.6
 QE1941;SPC OR N     -   437,016.35  7,524,969.24   iFT  0.99991142   -1 51 05.6
 QE1941;UTM  10      - 4,964,667.799   491,240.681   MT  0.99960094   -0 04 41.3
 QE1941
 QE1941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE1941!SPC OR N     -   0.99995903  x   0.99991142  =   0.99987046
 QE1941!UTM  10      -   0.99995903  x   0.99960094  =   0.99955999
 QE1941
 QE1941:                Primary Azimuth Mark                     Grid Az
 QE1941:SPC OR N     -  DORN AZ MK                               340 31 44.4
 QE1941:UTM  10      -  DORN AZ MK                               338 45 20.1
 QE1941
 QE1941|---------------------------------------------------------------------|
 QE1941| PID    Reference Object                     Distance      Geod. Az  |
 QE1941|                                                           dddmmss.s |
 QE1941| CE1426 DORN AZ MK                                         3384038.8 |
 QE1941|---------------------------------------------------------------------|
 QE1941
 QE1941                          SUPERSEDED SURVEY CONTROL
 QE1941
 QE1941  NAD 83(1986)-  44 50 07.33882(N)    123 06 38.97052(W) AD(       ) 3
 QE1941  NAD 27      -  44 50 07.90683(N)    123 06 34.62148(W) AD(       ) 3
 QE1941
 QE1941.Superseded values are not recommended for survey control.
 QE1941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1941.See file dsdata.txt to determine how the superseded data were derived.
 QE1941
 QE1941_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ9124164668(NAD 83)
 QE1941_MARKER: DS = TRIANGULATION STATION DISK
 QE1941_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QE1941
 QE1941  HISTORY     - Date     Condition        Report By
 QE1941  HISTORY     - 1945     MONUMENTED       CGS
 QE1941  HISTORY     - 1968     GOOD             CGS
 QE1941
 QE1941                          STATION DESCRIPTION
 QE1941
 QE1941'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (ANS)
 QE1941'STATION IS LOCATED ON THE TOP OF A ROUNDED HILL FREE OF TREES AND
 QE1941'IS ON THE PROPERTY OF THREE DORN BROTHERS.  IT IS ABOUT 9.5 MILES
 QE1941'NW OF JEFFERSON, ABOUT 4.0 MILES E BY S OF INDEPENDENCE, 0.75 MILE
 QE1941'N OF THE WILLAMETTE RIVER, AND 0.2 MILE E OF A GRADED ROAD.
 QE1941'
 QE1941'TO REACH STATION FROM THE SCHOOLHOUSE AT THE N END OF JEFFERSON,
 QE1941'GO N ON U.S. HIGHWAY 99E FOR 0.7 MILE, TURN LEFT ONTO A PAVED
 QE1941'ROAD AND GO 3.5 MILES, TURN RIGHT (N) AS PER THE SIGN ANKENY
 QE1941'GRANGE AND GO 0.5 MILE, TURN LEFT (W) AS PER THE SIGN BUENA VISTA
 QE1941'AND GO 2.3 MILES, CONTINUE STRAIGHT AHEAD AS PER THE SIGN SIDNEY
 QE1941'AND GO 1.3 MILES TO THE SIDNEY SCHOOLHOUSE, TURN RIGHT (N) AS
 QE1941'PER THE SIGN SALEM AND GO 1.7 MILES, TURN LEFT (NW) AS PER THE
 QE1941'SIGN INDEPENDENCE AND GO 0.7 MILE, CONTINUE STRAIGHT AHEAD FOR
 QE1941'0.8 MILE, TURN SHARP RIGHT (NW) AND GO 1.0 MILE, TAKE THE LEFT
 QE1941'FORK STRAIGHT AHEAD AND GO 1.0 MILE, TURN RIGHT (N) UP GRADE FOR
 QE1941'1.3 MILES TO A POINT NEAR THE CREST OF THE GRADE AND A WIRE GATE
 QE1941'TO THE RIGHT OR E OF THE ROAD.  THIS IS THE END OF TRUCK TRAVEL
 QE1941'AND THE SITE OF THE AZIMUTH MARK.  FROM THIS POINT PACK S
 QE1941'ABOUT 0.1 MILE TO AN E-W WIRE FENCE, CROSS OVER FENCE AND
 QE1941'CONTINUE S UP THE SLOPE ABOUT 0.1 MILE TO THE HIGH GROUND AND THE
 QE1941'STATION.
 QE1941'
 QE1941'STATION MARK IS A BRONZE STATION DISK BRAZED TO THE TOP OF A
 QE1941'3-INCH CAST-IRON SOIL PIPE WHICH IS 14 INCHES BELOW THE SURFACE OF
 QE1941'THE SOIL.  THE DISK IS STAMPED DORAN 1945.
 QE1941'
 QE1941'AZIMUTH MARK IS LOCATED ABOUT 0.2 MILE NNW OF THE STATION,
 QE1941'32 FEET E OF THE CENTER LINE OF A GRADED ROAD, 4 FEET N OF A
 QE1941'WIRE GATE, AND 1.5 FEET E OF A WIRE FENCE.  IT IS LOCATED AT THE
 QE1941'END OF TRUCK TRAVEL.  IT IS A BRONZE AZIMUTH DISK SET IN THE TOP
 QE1941'OF A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES AND IS STAMPED
 QE1941'DORAN 1945.
 QE1941
 QE1941                          STATION RECOVERY (1968)
 QE1941
 QE1941'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (NET)
 QE1941'THE STATION MARK, STAMPED DORN 1945, WAS RECOVERED AS
 QE1941'DESCRIBED.  TO MAKE FUTURE RECOVERIES OF THIS STATION LESS
 QE1941'DIFFICULT A 2-FOOT SQUARE SECTION OF SIGNAL CLOTH WAS PLACED
 QE1941'OVER THE STATION MARK.  THERE IS NO FEASIBLE PLACE TO ESTABLISH
 QE1941'REFERENCE MARKS FOR THIS STATION.  THE AZIMUTH MARK WAS
 QE1941'RECOVERED IN GOOD CONDITION.  A NEW TO REACH AND NEW REFERENCE
 QE1941'MEASUREMENTS FOR THE AZIMUTH MARK FOLLOWS.
 QE1941'
 QE1941'TO REACH THE STATION FROM THE VISTA STATION U.S. POST OFFICE
 QE1941'GO SOUTHWEST ON LIBERTY ROAD S.E. FOR 1.6 MILES TO SKYLINE
 QE1941'ROAD SOUTH ON THE RIGHT, TURN RIGHT AND GO SOUTHWEST AND SOUTH
 QE1941'ON SKYLINE ROAD SOUTH FOR 4.7 MILES TO THE AZIMUTH MARK ON THE
 QE1941'LEFT AND THE END OF TRUCK TRAVEL.  PACK SOUTH-SOUTHEAST ACROSS
 QE1941'THE FIELD TO THE FIRST SUMMIT AND STATION.  LENGTH OF PACK IS
 QE1941'5 MINUTES.
 QE1941'
 QE1941'THE AZIMUTH MARK, STAMPED DORN 1945, IS A STANDARD DISK SET IN
 QE1941'A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES.  IT
 QE1941'IS 200 FEET NORTH OF THE DRIVEWAY TO R. A. DORNS RESIDENCE,
 QE1941'37 FEET NORTHEAST OF R. CHAMBERS MAIL BOX, 27 FEET EAST OF THE
 QE1941'CENTER OF SKYLINE ROAD SOUTH, 10 FEET NORTH OF THE CENTER OF
 QE1941'A DRIVEWAY EAST, 3.5 FEET NORTH OF THE NORTH END OF A GATE AND 1
 QE1941'FOOT EAST OF A METAL WITNESS POST THAT WAS SET IN THE
 QE1941'RIGHT-OF-WAY FENCE LINE.
 QE1941'
 QE1941'THE STATION IS ON PROPERTY OWNED BY MR. R. A. DORN.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2306 ***********************************************************************
 QE2306  DESIGNATION -  DORN
 QE2306  PID         -  QE2306
 QE2306  STATE/COUNTY-  OR/POLK
 QE2306  USGS QUAD   -  LAUREL MTN (1974)
 QE2306
 QE2306                         *CURRENT SURVEY CONTROL
 QE2306  ___________________________________________________________________
 QE2306* NAD 83(1991)-  44 58 50.70504(N)    123 33 11.84534(W)     ADJUSTED  
 QE2306* NAVD 88     -       869.5    (meters)    2853.     (feet)  VERTCON   
 QE2306  ___________________________________________________________________
 QE2306  LAPLACE CORR-          -3.75  (seconds)                    DEFLEC99
 QE2306  GEOID HEIGHT-         -21.23  (meters)                     GEOID03
 QE2306  HORZ ORDER  -  FIRST
 QE2306
 QE2306.The horizontal coordinates were established by classical geodetic methods
 QE2306.and adjusted by the National Geodetic Survey in October 1991.
 QE2306
 QE2306.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE2306.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE2306
 QE2306.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2306
 QE2306.The geoid height was determined by GEOID03.
 QE2306
 QE2306;                    North         East     Units Scale Factor Converg.
 QE2306;SPC OR N     -   150,572.362 2,259,258.539   MT  0.99989994   -2 09 55.3
 QE2306;SPC OR N     -   494,003.81  7,412,265.55   iFT  0.99989994   -2 09 55.3
 QE2306;UTM  10      - 4,980,961.015   456,377.655   MT  0.99962340   -0 23 28.0
 QE2306
 QE2306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2306!SPC OR N     -   0.99986702  x   0.99989994  =   0.99976698
 QE2306!UTM  10      -   0.99986702  x   0.99962340  =   0.99949047
 QE2306
 QE2306:                Primary Azimuth Mark                     Grid Az
 QE2306:SPC OR N     -  WILLAMINA PACIFIC PLYWOOD TANK           031 54 54.1
 QE2306:UTM  10      -  WILLAMINA PACIFIC PLYWOOD TANK           030 08 26.8
 QE2306
 QE2306|---------------------------------------------------------------------|
 QE2306| PID    Reference Object                     Distance      Geod. Az  |
 QE2306|                                                           dddmmss.s |
 QE2306| RD1780 WILLAMINA PACIFIC PLYWOOD TANK      APPROX.12.8 KM 0294458.8 |
 QE2306| CE1423 DORN RM 1                             4.522 METERS 06924     |
 QE2306| QE2307 DORN PEAK LOT                        14.144 METERS 07731     |
 QE2306| CE1425 DORN RM 3                            12.110 METERS 13030     |
 QE2306| CE1424 DORN RM 2                             6.231 METERS 15754     |
 QE2306| RD1834 SPIRIT MTN LOT                      APPROX.15.0 KM 3454139.0 |
 QE2306|---------------------------------------------------------------------|
 QE2306
 QE2306                          SUPERSEDED SURVEY CONTROL
 QE2306
 QE2306  NAD 83(1986)-  44 58 50.73278(N)    123 33 11.86152(W) AD(       ) 1
 QE2306  NAD 27      -  44 58 51.31746(N)    123 33 07.46748(W) AD(       ) 1
 QE2306  NGVD 29 (07/19/86)  868.4    (m)         2849.     (f) VERT ANG    3  
 QE2306
 QE2306.Superseded values are not recommended for survey control.
 QE2306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2306.See file dsdata.txt to determine how the superseded data were derived.
 QE2306
 QE2306_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ5637880961(NAD 83)
 QE2306_MARKER: Z = SEE DESCRIPTION
 QE2306_SETTING: 0 = UNSPECIFIED SETTING
 QE2306
 QE2306  HISTORY     - Date     Condition        Report By
 QE2306  HISTORY     - 1941     MONUMENTED       CGS
 QE2306  HISTORY     - 1969     SEE DESCRIPTION  CGS
 QE2306  HISTORY     - 1972     SEE DESCRIPTION  NGS
 QE2306
 QE2306                          STATION DESCRIPTION
 QE2306
 QE2306'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (ANS)
 QE2306'STATION IS ON THE SUMMIT OF DORN PEAK, A HIGH, PROMINENT, AND
 QE2306'HEAVILY WOODED HILL ABOUT 8 MILES SSW FROM WILLAMINA AND ABOUT
 QE2306'6 MILES W FROM BUELL.
 QE2306'
 QE2306'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 QE2306'DRILL HOLES IN OUTCROPPING BEDROCK.
 QE2306'
 QE2306'REFERENCE MARK NO.1 IS SET IN THE NE SLOPE OF THE HILL, 25.5
 QE2306'FEET W OF THE MOST WESTERLY OF THE THREE TREES WHICH FORM THE
 QE2306'SUPPORTING STRUCTURE FOR THE LOOKOUT TOWER.  IT PROJECTS 1 FOOT
 QE2306'AND IS ABOUT 1 FOOT ABOVE THE STATION MARK.  IT IS STAMPED DORN
 QE2306'NO.1, 1935.
 QE2306'
 QE2306'REFERENCE MARK NO.2 IS 25 FEET E OF THE SE CORNER OF THE
 QE2306'HOUSE.  IT PROJECTS 1/2 FOOT AND IS ABOUT 1 FOOT ABOVE THE
 QE2306'STATION MARK.  IT IS STAMPED DORN NO.2, 1935.  NO AZIMUTH MARK
 QE2306'WAS SET.
 QE2306'
 QE2306'THE MARKS WERE SET IN 1935 BUT THE STATION WAS NOT OCCUPIED
 QE2306'AT THAT TIME.  IN 1941 THE STATION WAS OBSERVED ECCENTRICALLY
 QE2306'FROM THE 80-FOOT TREE TOWER (STATION DORN PEAK LOOKOUT TREE)
 QE2306'(U.S.F.S.).
 QE2306'
 QE2306'REACHED FROM BUELL POST OFFICE BY GOING NW ON STATE HIGHWAY
 QE2306'22 FOR 0.1 MILE TO A GRADED GRAVEL ROAD (GOOSENECK CREEK ROAD)
 QE2306'LEADING LEFT (W).  TURN LEFT ONTO GOOSENECK CREEK ROAD AND GO
 QE2306'S AND W FOR 2.6 MILES TO FORK.  TAKE LEFT FORK (SW) OVER SMALL
 QE2306'WOODEN BRIDGE AND GO FOR 0.4 MILE TO FORK.  TAKE RIGHT FORK
 QE2306'PASSING OVER ANOTHER SMALL WOODEN BRIDGE.  THE ROAD AT THIS
 QE2306'POINT IS UNGRADED AND NARROW AND IS USED CHIEFLY AS A LOGGING
 QE2306'ROAD.  CONTINUE W ON THIS NARROW TRACK ROAD FOR 2.4 MILES TO A
 QE2306'WOODEN GATE WITH A PLANK BRIDGE JUST BEYOND.  THIS BRIDGE HAS
 QE2306'BEEN BUILT OVER AN OLD RAILROAD GRADE CUT.  PASS THROUGH GATE AND
 QE2306'CONTINUE W FOR 0.2 MILE TO END OF TRUCK TRAVEL IN A SMALL
 QE2306'CLEARING CLOSE TO AN OLD DESERTED FARM BUILDING.
 QE2306'
 QE2306'PACK WESTERLY ON FOREST SERVICE TRAIL WHICH FOLLOWS THE
 QE2306'RIDGE LINE TO THE HIGHEST POINT AND STATION AT THE DORN PEAK
 QE2306'LOOKOUT TREE TOWER.  THE TRAIL IS EASILY FOLLOWED AND IT WILL
 QE2306'REQUIRE ABOUT 2 HOURS TO MAKE THE PACK.
 QE2306'
 QE2306'THE DORN PEAK LOOKOUT TREE TOWER OCCUPIES THE HIGHEST POINT
 QE2306'OF THE MOUNTAIN AND THE STATION MARK IS 46.4 FEET SSW OF THE
 QE2306'CENTER OF THE TOWER.  THE MARK IS ABOUT 2 FEET BELOW THE HIGHEST
 QE2306'POINT OF THE MOUNTAIN AND 20 FEET E OF THE NE CORNER OF THE
 QE2306'ONE-STORY HOUSE WHICH IS THE LOOKOUTS QUARTERS.  IT PROJECTS 1
 QE2306'FOOT AND IS STAMPED DORN 1935.
 QE2306'
 QE2306'HEIGHT OF LIGHT ABOVE STATION MARK 24 METERS.
 QE2306
 QE2306                          STATION RECOVERY (1969)
 QE2306
 QE2306'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 QE2306'REFERENCE MARK NO. 1 WAS FOUND IN GOOD CONDITION.  THE STEM OF
 QE2306'THE STATION MARK WAS FOUND FIRMLY EMBEDDED IN THE BEDROCK LEAVING
 QE2306'ONLY THE TRIANGLE VISIBLE.  THE REMAINDER OF THE DISK HAD BEEN
 QE2306'CUT AWAY BY SOME IRRESPONSIBLE PARTY.  ADDITIONAL CEMENT WAS
 QE2306'PLACED AROUND THE STEM, AND A TRIANGLE PAINTED THEREON WITH RED
 QE2306'PAINT.  REFERENCE MARK NO. 2 HAD BEEN DESTROYED.  REFERENCE MARK
 QE2306'NO. 3 WAS ESTABLISHED.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 QE2306'
 QE2306'THE STATION IS 8 MILES SOUTHWEST OF WILLAMINA, AND 6 MILES
 QE2306'WEST-SOUTHWEST OF BUELL ON THE SUMMIT OF DORN PEAK.
 QE2306'
 QE2306'TO REACH THE STATION FROM BUELL GO NORTHWEST ON STATE HIGHWAY
 QE2306'22 FOR 0.1 MILE TO GOOSENECK CREEK ROAD ON THE LEFT, TURN LEFT
 QE2306'AND GO SOUTHWEST ON GOOSENECK CREEK ROAD FOR 2.6 MILES TO A
 QE2306'FORK, TAKE LEFT FORK, ACROSS A WOODEN BRIDGE, AND CONTINUE
 QE2306'WEST FOR 0.45 MILE TO A FORK AND SIGN, GOOSENECK ROAD SYSTEM,
 QE2306'TAKE LEFT FORK, B.L.M. ROAD NO. 6-6-31, SOUTHWEST FOR 2.6 MILES
 QE2306'TO A FORK, TAKE RIGHT FORK, B.L.M. ROAD NO. 6-6-31, WEST FOR
 QE2306'3.6 MILES TO A FORK, AND SIGN, DORN PEAK, TURN SHARP LEFT AS
 QE2306'PER SIGN AND GO EAST ON THE SOUTH SIDE OF THE RIDGE FOR 0.6
 QE2306'MILE TO THE DORN PEAK VIEWPOINT AND STATION.
 QE2306'
 QE2306'THE STATION MARK IS THE STEM OF A STANDARD DISK WITH ONLY
 QE2306'THE TRIANGLE VISIBLE.  IT IS 100 FEET WEST OF THE VIEWPOINT,
 QE2306'30 FEET WEST AND 3 FEET LOWER THAN THE HIGHEST PART OF DORN PEAK,
 QE2306'20 FEET SOUTH OF AN OLD BULLDOZER ROAD, AND 3 FEET SOUTHEAST OF A
 QE2306'METAL WITNESS POST SET IN A 5 BY 6 FOOT BEDROCK THAT PROJECTS 1
 QE2306'FOOT.
 QE2306'
 QE2306'REFERENCE MARK NO. 1, STAMPED DORN NO 1 1935, IS A STANDARD DISK
 QE2306'CEMENTED IN A DRILL HOLE IN A 2 BY 2 FOOT BEDROCK THAT
 QE2306'PROJECTS 6 INCHES, 20 FEET SOUTH OF THE OLD BULLDOZER ROAD,
 QE2306'17 FEET EAST OF THE WITNESS POST, 15 FEET NORTH AND 2 FEET LOWER
 QE2306'THAN THE HIGHEST PART OF THE PEAK, AND 0.5 FOOT WEST OF A ROCK
 QE2306'CAIRN.  (NOTE 12A)
 QE2306'
 QE2306'REFERENCE MARK NO. 3, STAMPED DORN 1940 NO 3 1969, IS A
 QE2306'STANDARD DISK CEMENTED IN A 3 BY 3 FOOT BEDROCK THAT PROJECTS
 QE2306'1 FOOT, 41 FEET SOUTHEAST OF THE WITNESS POST, 30 FEET NORTH
 QE2306'AND 20 FEET HIGHER THAN THE ROAD TO THE VIEWPOINT, 18 FEET
 QE2306'SOUTH AND 3 FEET LOWER THAN THE HIGHEST PART OF THE PEAK, AND 1
 QE2306'FOOT SOUTH OF A ROCK CAIRN.  (NOTE 12A)
 QE2306'
 QE2306'NOTE--A PLUMB BENCH WILL BE REQUIRED TO SEE REFERENCE MARK
 QE2306'NO. 3.
 QE2306'
 QE2306'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QE2306'6 MILES WEST-SOUTHWEST OF BUELL.
 QE2306
 QE2306                          STATION RECOVERY (1972)
 QE2306
 QE2306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LDF)
 QE2306'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO CREST OF HILL.
 QE2306'
 QE2306'STATION MARK, REFERENCE MARKS 1 AND 3 WERE RECOVERED AS
 QE2306'DESCRIBED BY MR. F. A. MARTIN IN 1969.  DUE TO ROAD CHANGES,
 QE2306'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 QE2306'
 QE2306'STATION IS LOCATED ABOUT 8.0 MILES SOUTHWEST OF WILLAMINA, 6.0
 QE2306'MILES WEST-SOUTHWEST OF BUELL, ON BUREAU OF LAND MANAGEMENT
 QE2306'PROPERTY AND THE MANAGER FOR THIS AREA IS MR. WALTER GAVIN,
 QE2306'3550 LIBERTY ROAD, DALLAS, OREGON.  IT IS IN THE NORTHWEST
 QE2306'1/4 OF SECTION 9, R-7-W, T-7-S.
 QE2306'
 QE2306'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 22 AND
 QE2306'223, WHICH IS ABOUT 3.0 MILES NORTH OF DALLAS, GO WEST ON STATE
 QE2306'HIGHWAY 22 FOR 8.5 MILES TO A CROSSROAD AND A SHELL SERVICE
 QE2306'STATION ON THE RIGHT.  CONTINUE WEST ON THE HIGHWAY FOR 0.2
 QE2306'MILE TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO SOUTH ON
 QE2306'GOOSENECK CREEK ROAD FOR 2.7 MILES TO A FORK.  KEEP LEFT AND
 QE2306'GO SOUTH ON A GRAVEL ROAD FOR 0.55 MILE TO A FORK AND SIGN
 QE2306'GOOSENECK ROAD SYSTEM.  KEEP LEFT AND GO SOUTHWEST ON A GRAVEL
 QE2306'ROAD FOR 1.15 MILES TO A FORK.  KEEP RIGHT AND GO WEST ON A
 QE2306'GRAVEL ROAD FOR 1.3 MILES TO A 3-WAY FORK.  TURN SHARP RIGHT
 QE2306'AND GO WESTERLY ON A GRAVEL ROAD FOR 0.6 MILE TO A FORK.
 QE2306'KEEP LEFT AND GO SOUTH ON A GRAVEL ROAD FOR 3.2 MILES TO A
 QE2306'FORK.  KEEP LEFT AND GO EAST, UPHILL, ON A BLADED ROAD FOR 0.65
 QE2306'MILE TO A BLADED OFF AREA AND THE STATION ON THE LEFT.
 QE2306'
 QE2306'STATION MARK IS THE STEM AND CENTER TRIANGLE OF A STANDARD
 QE2306'DISK, UNSTAMPED, CEMENTED IN A DRILL HOLE IN THE TOP OF AN
 QE2306'OUTCROP WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS ABOUT 75
 QE2306'YARDS WEST AND 30 FEET HIGHER THAN A FLAT BLADED OFF AREA, 26.0
 QE2306'FEET WEST OF THE HIGHEST POINT, 13.0 FEET NORTH-NORTHEAST OF A
 QE2306'STUMP WITH A CABLE AROUND IT AND 1.7 FEET SOUTHEAST OF A METAL
 QE2306'WITNESS POST.
 QE2306'
 QE2306'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DORN NO 1 1935,
 QE2306'CEMENTED IN A DRILL HOLE IN THE TOP OF AN OUTCROP WHICH IS FLUSH
 QE2306'WITH THE GROUND SURFACE.  IT IS 23.0 FEET NORTHEAST OF THE
 QE2306'STUMP AND 15.8 FEET EAST-NORTHEAST OF THE METAL WITNESS POST.
 QE2306'
 QE2306'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED DORN 1941 NO 3
 QE2306'1969, CEMENTED IN A DRILL HOLE IN THE TOP OF AN OUTCROP WHICH
 QE2306'IS FLUSH WITH THE GROUND SURFACE.  IT IS 42.0 FEET SOUTHEAST OF
 QE2306'THE METAL WITNESS POST AND 33.0 FEET EAST-SOUTHEAST OF THE STUMP.
 QE2306'
 QE2306'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 QE2306'
 QE2306'HEIGHT OF LIGHT ABOVE STATION MARK 5.8 FEET.
 QE2306'
 QE2306'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QE2306'6.0 MILES WEST-SOUTHWEST OF BUELL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2307 ***********************************************************************
 QE2307  DESIGNATION -  DORN PEAK LOT
 QE2307  PID         -  QE2307
 QE2307  STATE/COUNTY-  OR/POLK
 QE2307  USGS QUAD   -  LAUREL MTN (1974)
 QE2307
 QE2307                         *CURRENT SURVEY CONTROL
 QE2307  ___________________________________________________________________
 QE2307* NAD 83(1991)-  44 58 50.80413(N)    123 33 11.21506(W)     ADJUSTED  
 QE2307* NAVD 88     -       869.     (meters)    2851.     (feet)  SCALED    
 QE2307  ___________________________________________________________________
 QE2307  LAPLACE CORR-          -3.77  (seconds)                    DEFLEC99
 QE2307  GEOID HEIGHT-         -21.23  (meters)                     GEOID03
 QE2307  HORZ ORDER  -  SECOND
 QE2307
 QE2307.The horizontal coordinates were established by classical geodetic methods
 QE2307.and adjusted by the National Geodetic Survey in October 1991.
 QE2307
 QE2307.The orthometric height was scaled from a topographic map.
 QE2307
 QE2307.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2307
 QE2307.The geoid height was determined by GEOID03.
 QE2307
 QE2307;                    North         East     Units Scale Factor Converg.
 QE2307;SPC OR N     -   150,574.897 2,259,272.452   MT  0.99989994   -2 09 54.8
 QE2307;SPC OR N     -   494,012.13  7,412,311.19   iFT  0.99989994   -2 09 54.8
 QE2307;UTM  10      - 4,980,963.978   456,391.480   MT  0.99962338   -0 23 27.6
 QE2307
 QE2307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2307!SPC OR N     -   0.99986709  x   0.99989994  =   0.99976704
 QE2307!UTM  10      -   0.99986709  x   0.99962338  =   0.99949052
 QE2307
 QE2307:                Primary Azimuth Mark                     Grid Az
 QE2307:SPC OR N     -  WILLAMINA PACIFIC PLYWOOD STK            031 47 44.3
 QE2307:UTM  10      -  WILLAMINA PACIFIC PLYWOOD STK            030 01 17.1
 QE2307
 QE2307|---------------------------------------------------------------------|
 QE2307| PID    Reference Object                     Distance      Geod. Az  |
 QE2307|                                                           dddmmss.s |
 QE2307| RD1775 WILLAMINA PACIFIC PLYWOOD STK       APPROX.12.8 KM 0293749.5 |
 QE2307| RD1780 WILLAMINA PACIFIC PLYWOOD TANK      APPROX.12.8 KM 0294210.6 |
 QE2307| RD1776 JESUIT NOVITIATE CROSS              APPROX.16.3 KM 0302943.6 |
 QE2307| RD1836 MT HEBO N LOT                       APPROX.29.8 KM 3330618.8 |
 QE2307|---------------------------------------------------------------------|
 QE2307
 QE2307                          SUPERSEDED SURVEY CONTROL
 QE2307
 QE2307  NAD 83(1986)-  44 58 50.83188(N)    123 33 11.23120(W) AD(       ) 2
 QE2307  NAD 27      -  44 58 51.41648(N)    123 33 06.83764(W) AD(       ) 2
 QE2307
 QE2307.Superseded values are not recommended for survey control.
 QE2307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2307.See file dsdata.txt to determine how the superseded data were derived.
 QE2307
 QE2307_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ5639180964(NAD 83)
 QE2307
 QE2307  HISTORY     - Date     Condition        Report By
 QE2307  HISTORY     - 1936     MONUMENTED       USFS
 QE2307  HISTORY     - 1941     SEE DESCRIPTION  CGS
 QE2307  HISTORY     - 1960     SEE DESCRIPTION  DMA
 QE2307
 QE2307                          STATION DESCRIPTION
 QE2307
 QE2307'DESCRIBED BY US FOREST SERVICE 1936
 QE2307'THIS INTERSECTED POSITION IS THE CENTER OF THE STATE FORESTRY
 QE2307'LOOKOUT TOWER ON DORN PEAK, SITUATED ABOUT 8 MILES (AIR LINE)
 QE2307'SW OF WILLAMINA AND 6 MILES SE OF GRAND RONDE.  IN 1935 THE
 QE2307'U.S.C. AND G.S. SET MARKS FOR A STATION IN THIS IMMEDIATE
 QE2307'VICINITY, BUT THE STATION WAS NOT OBSERVED ON.  THE RELATIONSHIP
 QE2307'BETWEEN THE TOWER AND THE 1935 STATION HAD NOT BEEN DETERMINED
 QE2307'AT THE CLOSE OF 1936.  DORN LOOKOUT TOWER CONSISTS OF A LOOKOUT
 QE2307'HOUSE IN A TREE TOWER.
 QE2307
 QE2307                          STATION RECOVERY (1941)
 QE2307
 QE2307'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (ANS)
 QE2307'STATION IS ON THE HIGHEST POINT OF DORN PEAK, A HIGH, PROMINENT,
 QE2307'AND HEAVILY WOODED HILL ABOUT 8 MILES SSW FROM WILLAMINA AND
 QE2307'ABOUT 6 MILES W FROM BUELL.
 QE2307'
 QE2307'THE DORN PEAK LOOKOUT TREE TOWER IS ABOUT 80 FEET HIGH AND
 QE2307'CONSISTS OF A WOODEN PLANK TRIANGULAR PLATFORM NAILED TO AND
 QE2307'SUPPORTED BY THE TRUNKS OF THREE TREES.  A WOODEN STAIRWAY HAS
 QE2307'BEEN BUILT TO THE TOP OF THE TOWER.
 QE2307'
 QE2307'STATION IS MARKED BY A 1/2-INCH HOLE DRILLED IN THE CENTER OF
 QE2307'THE PLATFORM FLOOR OF THE TOWER.  THERE ARE NO MARKS ON THE
 QE2307'GROUND FOR THIS TREE-TOWER STATION.  HOWEVER, IN 1935 A STATION
 QE2307'AND TWO REFERENCE MARKS, STANDARD BRONZE DISKS WERE SET BELOW AND
 QE2307'CLOSE TO THE TOWER (STATION DORN).  THE STATION WAS NOT
 QE2307'OCCUPIED IN 1935 BUT IN 1941 DORN PEAK LOOKOUT TREE WAS OCCUPIED
 QE2307'AS AN ECCENTRIC POINT FOR STATION DORN.  NO AZIMUTH MARK WAS
 QE2307'SET.
 QE2307'
 QE2307'REACHED FROM THE BUELL POST OFFICE BY GOING NW ON STATE HIGHWAY
 QE2307'22 FOR 0.1 MILE TO A GRADED GRAVEL ROAD (GOOSENECK CREEK ROAD)
 QE2307'LEADING LEFT (W) TURN LEFT ONTO GOOSENECK CREEK ROAD AND GO S
 QE2307'AND W FOR 2.6 MILES TO FORK.  TAKE LEFT FORK (SW) OVER SMALL
 QE2307'WOODEN BRIDGE AND GO FOR 0.4 MILE TO FORK.  TAKE RIGHT FORK
 QE2307'PASSING OVER ANOTHER SMALL WOODEN BRIDGE.  THE ROAD AT THIS
 QE2307'POINT IS UNGRADED AND NARROW AND IS USED CHIEFLY AS A LOGGING
 QE2307'ROAD.  CONTINUE W ON THIS NARROW TRACK ROAD FOR 2.4 MILES TO
 QE2307'A WOODEN GATE WITH A PLANK BRIDGE JUST BEYOND.  THIS BRIDGE
 QE2307'HAS BEEN BUILT OVER AN OLD RAILROAD GRADE CUT.  PASS THROUGH
 QE2307'GATE AND CONTINUE W FOR 0.2 MILE TO END OF TRUCK TRAVEL IN A
 QE2307'SMALL CLEARING CLOSE TO AN OLD DESERTED FARM BUILDING.
 QE2307'
 QE2307'PACK WESTERLY ON FOREST SERVICE TRAIL WHICH FOLLOWS THE RIDGE
 QE2307'LINE TO THE DORN PEAK LOOKOUT TREE ON THE HIGHEST POINT OF THE
 QE2307'MOUNTAIN.  THE TRAIL IS EASILY FOLLOWED AND IT WILL REQUIRE
 QE2307'ABOUT 2 HOURS TO MAKE THE PACK.
 QE2307'
 QE2307'HEIGHT OF LIGHT ABOVE STATION MARK 24 METERS.
 QE2307
 QE2307                          STATION RECOVERY (1960)
 QE2307
 QE2307'RECOVERY NOTE BY DEFENSE MAP AGENCY 1960
 QE2307'STATION WAS REPORTED DESTROYED BY THE LOCAL FIRE MARSHALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3997 ***********************************************************************
 RD3997  DESIGNATION -  DOS
 RD3997  PID         -  RD3997
 RD3997  STATE/COUNTY-  OR/COLUMBIA
 RD3997  USGS QUAD   -  ST HELENS (1990)
 RD3997
 RD3997                         *CURRENT SURVEY CONTROL
 RD3997  ___________________________________________________________________
 RD3997* NAD 83(1991)-  45 48 24.90666(N)    122 47 50.85929(W)     ADJUSTED  
 RD3997* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 RD3997  ___________________________________________________________________
 RD3997  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 RD3997  GEOID HEIGHT-         -22.47  (meters)                     GEOID03
 RD3997  HORZ ORDER  -  THIRD
 RD3997
 RD3997.The horizontal coordinates were established by classical geodetic methods
 RD3997.and adjusted by the National Geodetic Survey in October 1991.
 RD3997
 RD3997.The orthometric height was scaled from a topographic map.
 RD3997
 RD3997.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3997
 RD3997.The geoid height was determined by GEOID03.
 RD3997
 RD3997;                    North         East     Units Scale Factor Converg.
 RD3997;SPC OR N     -   240,373.280 2,321,444.893   MT  0.99995664   -1 37 45.6
 RD3997;SPC OR N     -   788,626.25  7,616,289.02   iFT  0.99995664   -1 37 45.6
 RD3997;SPC WA S     -    55,240.173   321,437.245   MT  1.00000609   -1 40 07.9
 RD3997;SPC WA S     -   181,233.80  1,054,582.03   sFT  1.00000609   -1 40 07.9
 RD3997;UTM  10      - 5,072,615.123   515,737.530   MT  0.99960304   +0 08 42.8
 RD3997
 RD3997!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3997!SPC OR N     -   1.00000243  x   0.99995664  =   0.99995907
 RD3997!SPC WA S     -   1.00000243  x   1.00000609  =   1.00000852
 RD3997!UTM  10      -   1.00000243  x   0.99960304  =   0.99960547
 RD3997
 RD3997:                Primary Azimuth Mark                     Grid Az
 RD3997:SPC OR N     -  H 1 2 RM 3                               015 37 39.3
 RD3997:SPC WA S     -  H 1 2 RM 3                               015 40 01.6
 RD3997:UTM  10      -  H 1 2 RM 3                               013 51 10.9
 RD3997
 RD3997|---------------------------------------------------------------------|
 RD3997| PID    Reference Object                     Distance      Geod. Az  |
 RD3997|                                                           dddmmss.s |
 RD3997| RD3968 H 1 2 RM 3                          APPROX. 5.4 KM 0135953.7 |
 RD3997| RD3942 HENRICI CROSSING LIGHT 1            APPROX. 0.7 KM 0654822.8 |
 RD3997| RD3921 DIKE 22.6 DOLPHIN WEST END          APPROX. 1.0 KM 1142204.4 |
 RD3997| RD3949 HENRICI CROSSING LIGHT 3            APPROX. 1.6 KM 1304519.1 |
 RD3997| RD4012 BACHELOR POINT LIGHT                APPROX. 2.3 KM 1373038.8 |
 RD3997| RD4005 DIKE 21.4 DOLPHIN WEST END          APPROX. 2.6 KM 1391155.4 |
 RD3997| RD4029 DIKE 21.2 DOLPHIN WEST END          APPROX. 2.9 KM 1401725.2 |
 RD3997| RD4028 BACHELOR DIKE LIGHT                 APPROX. 3.2 KM 1410513.2 |
 RD3997| RD3924 FALES LIGHT                         APPROX. 4.3 KM 1432621.9 |
 RD3997| RD3982 HENRICI CROSSING LIGHT 2            478.075 METERS 1511543.8 |
 RD3997| RD3957 DIKE 22.5 DOLPHIN EAST END          APPROX. 1.1 KM 1555140.1 |
 RD3997| CE2495 DOS RM 2                             26.580 METERS 21513     |
 RD3997| CE2494 DOS RM 1                             26.292 METERS 29413     |
 RD3997| RD4035 HENRICI FRONT RANGE LIGHT           APPROX. 0.7 KM 3544814.7 |
 RD3997| RD4026 DUCK                                APPROX. 1.9 KM 3574120.6 |
 RD3997| RD4042 DUCK CLUB LIGHT 6                   APPROX. 1.9 KM 3583625.2 |
 RD3997| RD4039 DUCK CLUB LIGHT                     APPROX. 1.9 KM 3584402.0 |
 RD3997|---------------------------------------------------------------------|
 RD3997
 RD3997                          SUPERSEDED SURVEY CONTROL
 RD3997
 RD3997  NAD 83(1986)-  45 48 24.92647(N)    122 47 50.85739(W) AD(       ) 3
 RD3997  NAD 27      -  45 48 25.50400(N)    122 47 46.48800(W) AD(       ) 3
 RD3997
 RD3997.Superseded values are not recommended for survey control.
 RD3997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3997.See file dsdata.txt to determine how the superseded data were derived.
 RD3997
 RD3997_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1573872615(NAD 83)
 RD3997_MARKER: Z = SEE DESCRIPTION
 RD3997_SETTING: 0 = UNSPECIFIED SETTING
 RD3997
 RD3997  HISTORY     - Date     Condition        Report By
 RD3997  HISTORY     - 1937     MONUMENTED       CGS
 RD3997  HISTORY     - 1951     SEE DESCRIPTION  CGS
 RD3997
 RD3997                          STATION DESCRIPTION
 RD3997
 RD3997'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (RWK)
 RD3997'STATION IS ON SAUVIE ISLAND, ABOUT 2-1/2 MILES S OF WARRIOR ROCK,
 RD3997'ABOUT 160 METERS S OF THE HENRICI LANDING FRONT RANGE LIGHT, ABOUT 35
 RD3997'METERS SW OF A DAIRY BARN AND ABOUT 6 METERS W OF THE RIVER BANK.
 RD3997'
 RD3997'STATION IS MARKED BY A STANDARD DISK, STAMPED DOS 1937 CEMENTED
 RD3997'INTO A 5-FOOT LENGTH OF 4-INCH CAST-IRON SOIL PIPE, PROJECTING ABOUT
 RD3997'8 INCHES ABOVE THE GROUND.
 RD3997'
 RD3997'THE REFERENCE MARKS, SIMILARLY MARKED, WERE PLACED IN FENCE LINE.
 RD3997
 RD3997                          STATION RECOVERY (1951)
 RD3997
 RD3997'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HGC)
 RD3997'STATION IS ABOUT 2-1/2 MILES S OF WARRIOR ROCK LIGHT, ABOUT 170
 RD3997'METERS SSW OF HENRICI LANDING LIGHT NO. 10, 119 FEET S OF SW CORNER
 RD3997'OF OLD HOUSE ON RIVERBANK, 48 FEET E OF CENTER LINE OF DIRT ROAD,
 RD3997'APPROXIMATELY 10 FEET W OF RIVERBANK, AND ABOUT 25 METERS SW OF
 RD3997'OLD HENRICI LANDING.  IT IS A STANDARD DISK STAMPED DOS 1937 AND
 RD3997'SET IN A 5-FOOT SECTION OF CAST-IRON SOIL PIPE WITH THE TOP FLUSH
 RD3997'WITH THE GROUND SURFACE.  THERE IS A 4- BY 4-INCH U.S.B.M. MARKER
 RD3997'POST NEAR THE STATION.
 RD3997'
 RD3997'R.M. 1 IS IN FENCE LINE JUST W OF ROAD, 60 FEET SW OF SW CORNER OF
 RD3997'OLD HOUSE, 29 FEET S OF S POST OF GATE OPENING INTO MR. RICHARDSONS
 RD3997'FIELD, AND 5 FEET N OF TRANSMISSION LINE POLE.  IT IS A STANDARD DISK
 RD3997'SET IN CONCRETE IN A 5-FOOT SECTION OF CAST-IRON SOIL PIPE.  THE
 RD3997'MARK IS STAMPED DOS NO 1 1937.  THERE IS A U.S.B.M. MARKER POST NEAR
 RD3997'THE MARK.
 RD3997'
 RD3997'R.M. 2 IS IN SAME FENCE LINE, APPROXIMATELY 70 FEET TO S.  IT IS
 RD3997'SAME TYPE OF MARK SET 6 INCHES BELOW SURFACE AND STAMPED DOS NO 2
 RD3997'1937.  A 3- BY 3-INCH WITNESS POST IS SET ALONGSIDE THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC2023 ***********************************************************************
 SC2023  DESIGNATION -  DOT U S E 1905
 SC2023  PID         -  SC2023
 SC2023  STATE/COUNTY-  OR/CLATSOP
 SC2023  USGS QUAD   -  ASTORIA (1984)
 SC2023
 SC2023                         *CURRENT SURVEY CONTROL
 SC2023  ___________________________________________________________________
 SC2023* NAD 83(1991)-  46 10 59.39050(N)    123 50 10.56197(W)     ADJUSTED  
 SC2023* NAVD 88     -        85.     (meters)     279.     (feet)  SCALED    
 SC2023  ___________________________________________________________________
 SC2023  LAPLACE CORR-          13.12  (seconds)                    DEFLEC99
 SC2023  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 SC2023  HORZ ORDER  -  THIRD
 SC2023
 SC2023.The horizontal coordinates were established by classical geodetic methods
 SC2023.and adjusted by the National Geodetic Survey in October 1991.
 SC2023
 SC2023.The orthometric height was scaled from a topographic map.
 SC2023
 SC2023.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2023
 SC2023.The geoid height was determined by GEOID03.
 SC2023
 SC2023;                    North         East     Units Scale Factor Converg.
 SC2023;SPC OR N     -   284,972.483 2,242,475.700   MT  1.00005175   -2 21 57.7
 SC2023;SPC OR N     -   934,949.09  7,357,203.74   iFT  1.00005175   -2 21 57.7
 SC2023;SPC WA S     -    99,904.725   242,508.315   MT  0.99993906   -2 25 24.4
 SC2023;SPC WA S     -   327,770.75    795,629.36   sFT  0.99993906   -2 25 24.4
 SC2023;UTM  10      - 5,114,738.465   435,459.986   MT  0.99965120   -0 36 12.4
 SC2023
 SC2023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2023!SPC OR N     -   0.99999031  x   1.00005175  =   1.00004206
 SC2023!SPC WA S     -   0.99999031  x   0.99993906  =   0.99992937
 SC2023!UTM  10      -   0.99999031  x   0.99965120  =   0.99964151
 SC2023
 SC2023                          SUPERSEDED SURVEY CONTROL
 SC2023
 SC2023  NAD 83(1986)-  46 10 59.39944(N)    123 50 10.54828(W) AD(       ) 3
 SC2023  NAD 27      -  46 11 00.01854(N)    123 50 06.03617(W) AD(       ) 3
 SC2023
 SC2023.Superseded values are not recommended for survey control.
 SC2023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2023.See file dsdata.txt to determine how the superseded data were derived.
 SC2023
 SC2023_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS3546014738(NAD 83)
 SC2023
 SC2023  HISTORY     - Date     Condition        Report By
 SC2023  HISTORY     - 1905     MONUMENTED       CGS
 SC2023  HISTORY     - 1934     SEE DESCRIPTION  CGS
 SC2023
 SC2023                          STATION DESCRIPTION
 SC2023
 SC2023'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GRJ)
 SC2023'THE STATION WAS ON THE BLOCK BOUNDED BY KENSINGTON AND LEXINGTON
 SC2023'AVENUES AND SIXTH AND SEVENTH STREETS, ASTORIA.  IT WAS MARKED BY
 SC2023'AN IRON PIPE SET IN CONCRETE BLOCK WHICH WAS LETTERED U.S.E.  IN
 SC2023'1934 IT WAS ASCERTAINED THAT THE PROPERTY OWNER HAD ACCIDENTALLY
 SC2023'TORN OUT THE MONUMENT AND THE POSITION IS THEREFORE LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1979 ***********************************************************************
 RD1979  DESIGNATION -  DOTY
 RD1979  PID         -  RD1979
 RD1979  STATE/COUNTY-  OR/TILLAMOOK
 RD1979  USGS QUAD   -  KILCHIS RIVER (1985)
 RD1979
 RD1979                         *CURRENT SURVEY CONTROL
 RD1979  ___________________________________________________________________
 RD1979* NAD 83(1991)-  45 32 11.98027(N)    123 51 10.66347(W)     ADJUSTED  
 RD1979* NAVD 88     -       439.4    (meters)    1442.     (feet)  VERTCON   
 RD1979  ___________________________________________________________________
 RD1979  LAPLACE CORR-          22.70  (seconds)                    DEFLEC99
 RD1979  GEOID HEIGHT-         -22.20  (meters)                     GEOID03
 RD1979  HORZ ORDER  -  SECOND
 RD1979
 RD1979.The horizontal coordinates were established by classical geodetic methods
 RD1979.and adjusted by the National Geodetic Survey in October 1991.
 RD1979
 RD1979.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD1979.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD1979
 RD1979.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1979
 RD1979.The geoid height was determined by GEOID03.
 RD1979
 RD1979;                    North         East     Units Scale Factor Converg.
 RD1979;SPC OR N     -   213,231.789 2,238,206.483   MT  0.99991518   -2 22 40.3
 RD1979;SPC OR N     -   699,579.36  7,343,197.12   iFT  0.99991518   -2 22 40.3
 RD1979;UTM  10      - 5,042,923.267   433,404.105   MT  0.99965453   -0 36 31.6
 RD1979
 RD1979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1979!SPC OR N     -   0.99993460  x   0.99991518  =   0.99984979
 RD1979!UTM  10      -   0.99993460  x   0.99965453  =   0.99958916
 RD1979
 RD1979:                Primary Azimuth Mark                     Grid Az
 RD1979:SPC OR N     -  GINGER RM                                139 05 17.4
 RD1979:UTM  10      -  GINGER RM                                137 19 08.7
 RD1979
 RD1979|---------------------------------------------------------------------|
 RD1979| PID    Reference Object                     Distance      Geod. Az  |
 RD1979|                                                           dddmmss.s |
 RD1979| RD1820 GINGER RM                           APPROX.13.7 KM 1364237.1 |
 RD1979| DD9617 DOTY RM                               2.100 METERS 29057     |
 RD1979|---------------------------------------------------------------------|
 RD1979
 RD1979                          SUPERSEDED SURVEY CONTROL
 RD1979
 RD1979  NAD 83(1986)-  45 32 12.00940(N)    123 51 10.65720(W) AD(       ) 2
 RD1979  NAD 27      -  45 32 12.63400(N)    123 51 06.19800(W) AD(       ) 2
 RD1979  NGVD 29 (07/19/86)  438.3    (m)         1438.     (f) VERT ANG    3  
 RD1979
 RD1979.Superseded values are not recommended for survey control.
 RD1979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1979.See file dsdata.txt to determine how the superseded data were derived.
 RD1979
 RD1979_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR3340442923(NAD 83)
 RD1979_MARKER: Z = SEE DESCRIPTION
 RD1979_SETTING: 0 = UNSPECIFIED SETTING
 RD1979
 RD1979  HISTORY     - Date     Condition        Report By
 RD1979  HISTORY     - 1908     MONUMENTED       CGS
 RD1979  HISTORY     - 1954     SEE DESCRIPTION  CGS
 RD1979
 RD1979                          STATION DESCRIPTION
 RD1979
 RD1979'DESCRIBED BY COAST AND GEODETIC SURVEY 1908 (JSH)
 RD1979'STATION IS ON THE SECOND SMALL SPUR, 185 METERS FROM THE SUMMIT,
 RD1979'AND THE SAME DISTANCE BEYOND THE FIRST PROMINENT SPUR BELOW THE
 RD1979'SUMMIT, 1,438 FEET ABOVE THE SEA LEVEL.  THE STATION IS MARKED BY
 RD1979'A STANDARD BRONZE DISK IN A BOULDER.  THE REFERENCE MARK, A DRILL
 RD1979'HOLE AT THE INTERSECTION OF CROSSLINES IN A BOULDER PROJECTING 3
 RD1979'INCHES ABOVE THE GROUND, IS 2.10 METERS (6.9 FEET) FROM THE
 RD1979'STATION IN AZIMUTH 110 DEG 57 MIN.
 RD1979
 RD1979                          STATION RECOVERY (1954)
 RD1979
 RD1979'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (FN)
 RD1979'THE REFERENCE MARK, A DRILL HOLE AT THE INTERSECTION OF CROSS
 RD1979'LINES IN A BOULDER PROJECTING 3 INCHES ABOVE GROUND, WAS RECOVERED
 RD1979'IN GOOD CONDITION.  A BOULDER WITH A DRILL HOLE IN THE TOP WAS
 RD1979'FOUND AT THE APPROXIMATE DISTANCE AND AZIMUTH FROM THE REFERENCE
 RD1979'MARK.  THE STANDARD DISK WAS NOT RECOVERED AND THE BOULDER
 RD1979'APPEARED TO HAVE BEEN MOVED.
 RD1979'
 RD1979'DESCRIPTION OF THE STATION SITE IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH1188 ***********************************************************************
 OH1188  DESIGNATION -  DOUBLE
 OH1188  PID         -  OH1188
 OH1188  STATE/COUNTY-  OR/MALHEUR
 OH1188  USGS QUAD   -  DOUBLE MTN (1967)
 OH1188
 OH1188                         *CURRENT SURVEY CONTROL
 OH1188  ___________________________________________________________________
 OH1188* NAD 83(1991)-  43 47 03.18879(N)    117 20 01.24055(W)     ADJUSTED  
 OH1188* NAVD 88     -      1180.6    (meters)    3873.     (feet)  VERTCON   
 OH1188  ___________________________________________________________________
 OH1188  LAPLACE CORR-           2.47  (seconds)                    DEFLEC99
 OH1188  GEOID HEIGHT-         -17.85  (meters)                     GEOID03
 OH1188  HORZ ORDER  -  SECOND
 OH1188
 OH1188.The horizontal coordinates were established by classical geodetic methods
 OH1188.and adjusted by the National Geodetic Survey in October 1991.
 OH1188
 OH1188.The NAVD 88 height was computed by applying the VERTCON shift value to
 OH1188.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OH1188
 OH1188.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1188
 OH1188.The geoid height was determined by GEOID03.
 OH1188
 OH1188;                    North         East     Units Scale Factor Converg.
 OH1188;SPC OR S     -   240,046.218 1,754,804.362   MT  0.99995232   +2 09 58.4
 OH1188;SPC OR S     -   787,553.21  5,757,232.16   iFT  0.99995232   +2 09 58.4
 OH1188;UTM  11      - 4,847,961.084   473,150.897   MT  0.99960887   -0 13 51.2
 OH1188
 OH1188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1188!SPC OR S     -   0.99981770  x   0.99995232  =   0.99977002
 OH1188!UTM  11      -   0.99981770  x   0.99960887  =   0.99942664
 OH1188
 OH1188:                Primary Azimuth Mark                     Grid Az
 OH1188:SPC OR S     -  VALE                                     024 57 19.1
 OH1188:UTM  11      -  VALE                                     027 21 08.7
 OH1188
 OH1188|---------------------------------------------------------------------|
 OH1188| PID    Reference Object                     Distance      Geod. Az  |
 OH1188|                                                           dddmmss.s |
 OH1188| OH1171 VALE                                APPROX.23.3 KM 0270717.5 |
 OH1188| CD6427 DOUBLE RM 2                          15.911 METERS 13646     |
 OH1188| CD6426 DOUBLE RM 1                          17.084 METERS 22323     |
 OH1188|---------------------------------------------------------------------|
 OH1188
 OH1188                          SUPERSEDED SURVEY CONTROL
 OH1188
 OH1188  NAD 83(1986)-  43 47 03.18862(N)    117 20 01.23743(W) AD(       ) 2
 OH1188  NAD 27      -  43 47 03.62769(N)    117 19 57.60184(W) AD(       ) 2
 OH1188  NGVD 29 (07/19/86) 1179.6    (m)         3870.     (f) VERT ANG    3  
 OH1188
 OH1188.Superseded values are not recommended for survey control.
 OH1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1188.See file dsdata.txt to determine how the superseded data were derived.
 OH1188
 OH1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ7315147961(NAD 83)
 OH1188_MARKER: DD = SURVEY DISK
 OH1188_SETTING: 80 = SET IN A BOULDER
 OH1188_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 OH1188
 OH1188  HISTORY     - Date     Condition        Report By
 OH1188  HISTORY     - 1967     MONUMENTED       USGS
 OH1188
 OH1188                          STATION DESCRIPTION
 OH1188
 OH1188'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 OH1188'LOCATED 15.1 MI ESE. OF HARDER, 14.6 MI SSW. OF VALE, 100 FT NW.
 OH1188'OF SMALL TOP AND W. OF RD. ALONG FENCE LINE.  ON LONG, FLAT,
 OH1188'PROMINENT RIDGE.
 OH1188'
 OH1188'TO REACH FROM JCT. OF U.S. HWY. 20 AND BULLY CREEK HWY., GO W. ON
 OH1188'HWY. 20 3.7 MI TO T-RD.  TURN LEFT (S.) 2.2 MI TO RD.
 OH1188'INTERSECTION.  TURN LEFT ON GRAVEL RD. 0.5 MI TO RD. FORK.  TURN
 OH1188'LEFT THROUGH WOODEN GATE AND STAKE ON MAIN RD. TO DRY CREEK 11.6
 OH1188'MI TO RD. INTERSECTION AT NORTH END OF LANDING STRIP.  TURN RIGHT
 OH1188'AND FOLLOW MAIN RD. UP RIDGE TO CATTLEGUARD.  TURN LEFT AT
 OH1188'CATTLEGUARD ALONG SOUTH SIDE OF FENCE AND FOLLOW TRACK RD. 1 MI
 OH1188'TO TOP AND STATION.
 OH1188'
 OH1188'STATION MARK--STANDARD TABLET STAMPED---DOUBLE 1967---, CEMENTED IN
 OH1188'ROCK PROJECTING 0.3 FT ABOVE GROUND.
 OH1188'
 OH1188'RM 1--STANDARD RM TABLET STAMPED---RM 1 1967---, CEMENTED IN ROCK
 OH1188'PROJECTING 1 FT ABOVE GROUND.
 OH1188'
 OH1188'RM 2--STANDARD RM TABLET STAMPED---RM 2 1967---, CEMENTED IN ROCK
 OH1188'PROJECTING 0.3 FT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0673 ***********************************************************************
 PA0673  DESIGNATION -  DOUBLE
 PA0673  PID         -  PA0673
 PA0673  STATE/COUNTY-  OR/HARNEY
 PA0673  USGS QUAD   -  STINKINGWATER PASS (1978)
 PA0673
 PA0673                         *CURRENT SURVEY CONTROL
 PA0673  ___________________________________________________________________
 PA0673* NAD 83(1991)-  43 42 36.43511(N)    118 31 14.24171(W)     ADJUSTED  
 PA0673* NAVD 88     -      1430.7    (meters)    4694.     (feet)  VERTCON   
 PA0673  ___________________________________________________________________
 PA0673  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 PA0673  GEOID HEIGHT-         -18.46  (meters)                     GEOID03
 PA0673  HORZ ORDER  -  SECOND
 PA0673
 PA0673.The horizontal coordinates were established by classical geodetic methods
 PA0673.and adjusted by the National Geodetic Survey in October 1991.
 PA0673
 PA0673.The NAVD 88 height was computed by applying the VERTCON shift value to
 PA0673.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PA0673
 PA0673.The Laplace correction was computed from DEFLEC99 derived deflections.
 PA0673
 PA0673.The geoid height was determined by GEOID03.
 PA0673
 PA0673;                    North         East     Units Scale Factor Converg.
 PA0673;SPC OR S     -   228,881.465 1,659,504.685   MT  0.99993924   +1 21 15.1
 PA0673;SPC OR S     -   750,923.44  5,444,569.18   iFT  0.99993924   +1 21 15.1
 PA0673;UTM  11      - 4,840,800.909   377,492.753   MT  0.99978460   -1 03 03.2
 PA0673
 PA0673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PA0673!SPC OR S     -   0.99977860  x   0.99993924  =   0.99971785
 PA0673!UTM  11      -   0.99977860  x   0.99978460  =   0.99956325
 PA0673
 PA0673|---------------------------------------------------------------------|
 PA0673| PID    Reference Object                     Distance      Geod. Az  |
 PA0673|                                                           dddmmss.s |
 PA0673| CD6429 DOUBLE RM 2                           4.915 METERS 10622     |
 PA0673| CD6428 DOUBLE RM 1                          11.345 METERS 20538     |
 PA0673| PA0671 STINK                               APPROX. 2.9 KM 2254944.0 |
 PA0673|---------------------------------------------------------------------|
 PA0673
 PA0673                          SUPERSEDED SURVEY CONTROL
 PA0673
 PA0673  NAD 83(1986)-  43 42 36.43971(N)    118 31 14.23834(W) AD(       ) 2
 PA0673  NAD 27      -  43 42 36.87169(N)    118 31 10.50296(W) AD(       ) 2
 PA0673  NGVD 29 (07/19/86) 1429.5    (m)         4690.     (f) VERT ANG    3  
 PA0673
 PA0673.Superseded values are not recommended for survey control.
 PA0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0673.See file dsdata.txt to determine how the superseded data were derived.
 PA0673
 PA0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ7749340801(NAD 83)
 PA0673_MARKER: DD = SURVEY DISK
 PA0673_SETTING: 0 = UNSPECIFIED SETTING
 PA0673
 PA0673  HISTORY     - Date     Condition        Report By
 PA0673  HISTORY     - 1968     MONUMENTED       USGS
 PA0673
 PA0673                          STATION DESCRIPTION
 PA0673
 PA0673'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (FLA)
 PA0673'LOCATED ABOUT 8 MI. NE. OF BUCHANAN.  ABOUT 2.5 MI. W. OF THE
 PA0673'OTOOLE RANCH.  ABOUT 44 FT. S. OF A DOUBLE WOOD POWER POLE
 PA0673'NUMBER 120 ON A LONG N-S. RIDGE.
 PA0673'
 PA0673'TO REACH FROM BURNS DRIVE E. ON U.S. HIGHWAY 20 FOR 28 MI. TO
 PA0673'A SMALL RD. TO THE LEFT (JUST W. OF A CUT IN THE HIGHWAY
 PA0673'ALIGNMENT).  TURN LEFT AND PASS THROUGH A GATE.  GO N. FOR
 PA0673'0.4 MI. TO A POINT ON THE TOP OF A N-S. RIDGE AT WHICH A DOUBLE
 PA0673'WOOD POWER POLE IS CLEARLY VISIBLE, TURN RIGHT AND DRIVE CROSS
 PA0673'COUNTRY TOWARD THE POWER POLE FOR ABOUT 300 FT. TO THE STATION.
 PA0673'
 PA0673'STATION MARK--A STANDARD USGS TABLET STAMPED DOUBLE 1968 SET ON
 PA0673'A COPPER-WELD ROD THAT HAS BEEN GROUTED IN A DRILL HOLE
 PA0673'2 FT. BELOW THE SURFACE AND BACK FILLED WITH ABOUT 9 CUBIC
 PA0673'FT. OF CONCRETE.  THE TOP OF WHICH IS FLUSH WITH THE GROUND.
 PA0673'
 PA0673'REFERENCE MARK NO. 1--A STANDARD USGS RM TABLET STAMPED NO 1
 PA0673'1968 SET ON A COPPER-WELD ROD THAT HAS BEEN GROUTED IN A DRILL
 PA0673'HOLE 2 FT. BELOW THE SURFACE AND BACK FILLED WITH ABOUT 9 CUBIC
 PA0673'FT. OF CONCRETE THE TOP OF WHICH IS FLUSH WITH THE GROUND.
 PA0673'
 PA0673'REFERENCE MARK NO. 2--A STANDARD USGS RM TABLET STAMPED NO 2
 PA0673'1968 SET ON A COPPER-WELD ROD THAT HAS BEEN GROUTED IN A DRILL
 PA0673'HOLE 2 FT. BELOW THE SURFACE AND BACK FILLED WITH ABOUT 9 CUBIC
 PA0673'FT. OF CONCRETE THE TOP OF WHICH IS FLUSH WITH THE GROUND.
 PA0673'
 PA0673'SILO--THE CENTER OF AN ALL METAL SILO OF CYLINDRICAL
 PA0673'STRUCTURE, ABOUT 6 MI. FROM THE STATION MARK, ON THE NE. CORNER
 PA0673'OF A CULTIVATED FIELD, POWER POLE 120.  THE MOST SOUTHERLY OF
 PA0673'A DOUBLE WOODEN POWER POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1163 ***********************************************************************
 OA1163  DESIGNATION -  DOUBLE COVE POINT LIGHT
 OA1163  PID         -  OA1163
 OA1163  STATE/COUNTY-  OR/DOUGLAS
 OA1163  USGS QUAD   -  WINCHESTER BAY (1985)
 OA1163
 OA1163                         *CURRENT SURVEY CONTROL
 OA1163  ___________________________________________________________________
 OA1163* NAD 83(1991)-  43 42 48.43397(N)    124 09 11.06408(W)     ADJUSTED  
 OA1163* NAVD 88     -              **(meters)            **(feet)            
 OA1163  ___________________________________________________________________
 OA1163  LAPLACE CORR-          14.55  (seconds)                    DEFLEC99
 OA1163  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 OA1163  HORZ ORDER  -  THIRD
 OA1163
 OA1163.The horizontal coordinates were established by classical geodetic methods
 OA1163.and adjusted by the National Geodetic Survey in October 1991.
 OA1163
 OA1163
 OA1163.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1163
 OA1163.The geoid height was determined by GEOID03.
 OA1163
 OA1163;                    North         East     Units Scale Factor Converg.
 OA1163;SPC OR S     -   233,786.306 1,205,705.512   MT  0.99993980   -2 29 57.3
 OA1163;SPC OR S     -   767,015.44  3,955,726.75   iFT  0.99993980   -2 29 57.3
 OA1163;UTM  10      - 4,840,693.573   407,109.315   MT  0.99970613   -0 47 48.8
 OA1163
 OA1163                          SUPERSEDED SURVEY CONTROL
 OA1163
 OA1163  NAD 83(1986)-  43 42 48.43759(N)    124 09 11.11253(W) AD(       ) 4
 OA1163  NAD 27      -  43 42 49.01000(N)    124 09 06.71000(W) AD(       ) 3
 OA1163
 OA1163.Superseded values are not recommended for survey control.
 OA1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1163.See file dsdata.txt to determine how the superseded data were derived.
 OA1163
 OA1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP0710940694(NAD 83)
 OA1163
 OA1163  HISTORY     - Date     Condition        Report By
 OA1163  HISTORY     - 1920     MONUMENTED       CGS
 OA1163  HISTORY     - 1948     SEE DESCRIPTION  CGS
 OA1163
 OA1163                          STATION DESCRIPTION
 OA1163
 OA1163'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RAE)
 OA1163'ACCORDING TO THE LIGHT LIST, PACIFIC COAST, 1948, THIS LIGHT WAS
 OA1163'REBUILT IN 1934.  THE STATION HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1235 ***********************************************************************
 OA1235  DESIGNATION -  DOUBLE COVE POINT LIGHT NEW
 OA1235  PID         -  OA1235
 OA1235  STATE/COUNTY-  OR/DOUGLAS
 OA1235  USGS QUAD   -  WINCHESTER BAY (1985)
 OA1235
 OA1235                         *CURRENT SURVEY CONTROL
 OA1235  ___________________________________________________________________
 OA1235* NAD 83(1991)-  43 42 48.44591(N)    124 09 10.90054(W)     ADJUSTED  
 OA1235* NAVD 88     -              **(meters)            **(feet)            
 OA1235  ___________________________________________________________________
 OA1235  LAPLACE CORR-          14.55  (seconds)                    DEFLEC99
 OA1235  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 OA1235  HORZ ORDER  -  THIRD
 OA1235
 OA1235.The horizontal coordinates were established by classical geodetic methods
 OA1235.and adjusted by the National Geodetic Survey in October 1991.
 OA1235
 OA1235
 OA1235.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1235
 OA1235.The geoid height was determined by GEOID03.
 OA1235
 OA1235;                    North         East     Units Scale Factor Converg.
 OA1235;SPC OR S     -   233,786.514 1,205,709.186   MT  0.99993980   -2 29 57.2
 OA1235;SPC OR S     -   767,016.12  3,955,738.80   iFT  0.99993980   -2 29 57.2
 OA1235;UTM  10      - 4,840,693.891   407,112.980   MT  0.99970612   -0 47 48.7
 OA1235
 OA1235                          SUPERSEDED SURVEY CONTROL
 OA1235
 OA1235  NAD 83(1986)-  43 42 48.44957(N)    124 09 10.94885(W) AD(       ) 4
 OA1235  NAD 27      -  43 42 49.02163(N)    124 09 06.54120(W) AD(       ) 3
 OA1235
 OA1235.Superseded values are not recommended for survey control.
 OA1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1235.See file dsdata.txt to determine how the superseded data were derived.
 OA1235
 OA1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP0711340694(NAD 83)
 OA1235
 OA1235  HISTORY     - Date     Condition        Report By
 OA1235  HISTORY     - 1966     MONUMENTED       CGS
 OA1235  HISTORY     - 1971     SEE DESCRIPTION  NGS
 OA1235
 OA1235                          STATION DESCRIPTION
 OA1235
 OA1235'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (HJS)
 OA1235'LOCATED ABOUT 2-1/2 MILES SOUTHWEST OF GARDINER, ABOUT 2-1/2 MILES
 OA1235'NORTH-NORTHEAST OF WINCHESTER BAY AT THE NORTH END OF HUNT COVE AND
 OA1235'ON THE EAST SHORE OF THE UMPQUA RIVER.
 OA1235'
 OA1235'THE STATION IS THE FINIAL OF A WHITE FLASHING LIGHT THAT IS
 OA1235'MOUNTED ON THE ROOF OF A SMALL SQUARE WHITE HOUSE (BATTERY BOX)
 OA1235'AND ON THE TOP EDGE OF A 10 FOOT HIGH BLUFF.
 OA1235'
 OA1235'LIGHT LIST NO. 11320 (1965).
 OA1235
 OA1235                          STATION RECOVERY (1971)
 OA1235
 OA1235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (GCS)
 OA1235'THE STATION WAS RECOVERED IN GOOD CONDITION.
 OA1235'
 OA1235'THE DESCRIPTION BY H.J.S. 1966, IS ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2016 ***********************************************************************
 RD2016  DESIGNATION -  DOUBLE HEADED ROCK HIGHEST E
 RD2016  PID         -  RD2016
 RD2016  STATE/COUNTY-  OR/TILLAMOOK
 RD2016  USGS QUAD   -  GARIBALDI (1985)
 RD2016
 RD2016                         *CURRENT SURVEY CONTROL
 RD2016  ___________________________________________________________________
 RD2016* NAD 83(1991)-  45 35 48.68621(N)    123 57 33.69353(W)     ADJUSTED  
 RD2016* NAVD 88     -              **(meters)            **(feet)            
 RD2016  ___________________________________________________________________
 RD2016  LAPLACE CORR-          24.36  (seconds)                    DEFLEC99
 RD2016  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 RD2016  HORZ ORDER  -  THIRD
 RD2016
 RD2016.The horizontal coordinates were established by classical geodetic methods
 RD2016.and adjusted by the National Geodetic Survey in October 1991.
 RD2016
 RD2016
 RD2016.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2016
 RD2016.The geoid height was determined by GEOID03.
 RD2016
 RD2016;                    North         East     Units Scale Factor Converg.
 RD2016;SPC OR N     -   220,265.714 2,230,190.531   MT  0.99992248   -2 27 12.0
 RD2016;SPC OR N     -   722,656.54  7,316,898.07   iFT  0.99992248   -2 27 12.0
 RD2016;UTM  10      - 5,049,704.713   425,177.011   MT  0.99966883   -0 41 07.6
 RD2016
 RD2016                          SUPERSEDED SURVEY CONTROL
 RD2016
 RD2016  NAD 83(1986)-  45 35 48.71717(N)    123 57 33.68370(W) AD(       ) 4
 RD2016  NAD 27      -  45 35 49.33900(N)    123 57 29.18800(W) AD(       ) 3
 RD2016
 RD2016.Superseded values are not recommended for survey control.
 RD2016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2016.See file dsdata.txt to determine how the superseded data were derived.
 RD2016
 RD2016_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR2517749705(NAD 83)
 RD2016_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD2016+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2007
 RD2016
 RD2016  HISTORY     - Date     Condition        Report By
 RD2016  HISTORY     - 1926     MONUMENTED       CGS
 RD2016  HISTORY     - 1934     SEE DESCRIPTION  ORGS
 RD2016  HISTORY     - 20040521 GOOD             USPSQD
 RD2016  HISTORY     - 20070224 GOOD             USPSQD
 RD2016
 RD2016                          STATION DESCRIPTION
 RD2016
 RD2016'DESCRIBED BY OREGON GEODETIC SURVEY 1934
 RD2016'THIS INTERSECTED STATION IS THE SUMMIT OF THE SOUTHEASTERLY
 RD2016'AND HIGHER OF THE TWIN ROCKS, WELL-KNOWN LANDMARKS JUST
 RD2016'OFFSHORE FROM TWIN ROCKS STATION AND ABOUT 2 MILES N OF THE
 RD2016'ENTRANCE TO TILLAMOOK BAY.  ELEVATION ABOUT 88 FEET.
 RD2016
 RD2016                          STATION RECOVERY (2004)
 RD2016
 RD2016'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 RD2016'RECOVERED IN GOOD CONDITION.
 RD2016
 RD2016                          STATION RECOVERY (2007)
 RD2016
 RD2016'RECOVERY NOTE BY US POWER SQUADRON 2007 (DMJ)
 RD2016'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1704 ***********************************************************************
 RD1704  DESIGNATION -  DOUBLE OAK
 RD1704  PID         -  RD1704
 RD1704  STATE/COUNTY-  OR/POLK
 RD1704  USGS QUAD   -  AMITY (1993)
 RD1704
 RD1704                         *CURRENT SURVEY CONTROL
 RD1704  ___________________________________________________________________
 RD1704* NAD 83(1991)-  45 01 48.03687(N)    123 13 12.99437(W)     ADJUSTED  
 RD1704* NAVD 88     -        62.     (meters)     203.     (feet)  VERTCON   
 RD1704  ___________________________________________________________________
 RD1704  LAPLACE CORR-          -8.46  (seconds)                    DEFLEC99
 RD1704  GEOID HEIGHT-         -22.22  (meters)                     GEOID03
 RD1704  HORZ ORDER  -  SECOND
 RD1704
 RD1704.The horizontal coordinates were established by classical geodetic methods
 RD1704.and adjusted by the National Geodetic Survey in October 1991.
 RD1704
 RD1704.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD1704.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD1704
 RD1704.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1704
 RD1704.The geoid height was determined by GEOID03.
 RD1704
 RD1704;                    North         East     Units Scale Factor Converg.
 RD1704;SPC OR N     -   155,104.706 2,285,689.297   MT  0.99989750   -1 55 45.1
 RD1704;SPC OR N     -   508,873.71  7,498,980.63   iFT  0.99989750   -1 55 45.1
 RD1704;UTM  10      - 4,986,307.765   482,647.930   MT  0.99960370   -0 09 21.0
 RD1704
 RD1704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1704!SPC OR N     -   0.99999376  x   0.99989750  =   0.99989126
 RD1704!UTM  10      -   0.99999376  x   0.99960370  =   0.99959746
 RD1704
 RD1704                          SUPERSEDED SURVEY CONTROL
 RD1704
 RD1704  NAD 83(1986)-  45 01 48.06229(N)    123 13 13.00827(W) AD(       ) 2
 RD1704  NAD 27      -  45 01 48.63869(N)    123 13 08.63981(W) AD(       ) 2
 RD1704  NGVD 29 (07/19/86)   61.     (m)          200.     (f) VERT ANG    3  
 RD1704
 RD1704.Superseded values are not recommended for survey control.
 RD1704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1704.See file dsdata.txt to determine how the superseded data were derived.
 RD1704
 RD1704_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ8264886308(NAD 83)
 RD1704
 RD1704  HISTORY     - Date     Condition        Report By
 RD1704  HISTORY     - 1972     MONUMENTED       OR-053
 RD1704  HISTORY     - 1989     MARK NOT FOUND   NGS
 RD1704  HISTORY     - 19961005 MARK NOT FOUND   USPSQD
 RD1704
 RD1704                          STATION DESCRIPTION
 RD1704
 RD1704'DESCRIBED BY POLK COUNTY OREGON 1972 (RB)
 RD1704'THE STATION IS LOCATED IN POLK COUNTY, OREGON, IN THE SOUTHWEST
 RD1704'QUARTER OF THE SOUTHEAST QUARTER OF SECTION 19, TOWNSHIP 6 SOUTH,
 RD1704'RANGE 4 WEST OF THE WILLAMETTE MERIDIAN.
 RD1704'
 RD1704'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 22 AND
 RD1704'99W IN RICKREALL.  TRAVEL NORTH ALONG 99W 6.7 MILES TO THE
 RD1704'INTERSECTION OF C.R. 6412.  TURN LEFT AND TRAVEL WEST ALONG
 RD1704'C.R. 6412 0.70 MILES TO THE STATION ON THE LEFT (SOUTH) SIDE OF
 RD1704'THE ROAD.
 RD1704'
 RD1704'THE STATION IS A CONCRETE MONUMENT WITH A POLK COUNTY BRASS CAP
 RD1704'STAMPED DOUBLE OAK 19 DC 6 4 WITH 5/8 IN X 30 IN REBAR AND
 RD1704'UNDERGROUND STATION.  IT IS SET 3 INCHES BELOW THE SURFACE OF THE
 RD1704'GROUND, 14 FEET SOUTH OF THE EDGE OF GRAVEL, 5 FEET WEST OF A
 RD1704'POWER POLE AND 3 FEET WEST OF THE WITNESS POST.
 RD1704'
 RD1704'R.M. 1 IS A 5/8 IN X 30 IN REBAR WITH A POLK COUNTY ALUMINUM CAP
 RD1704'SET FLUSH WITH THE SURFACE OF THE GROUND.  IT IS LOCATED 10 FEET
 RD1704'NORTH OF THE NORTH EDGE OF THE GRAVEL AND 114 FEET EAST OF A 48
 RD1704'INCH OAK TREE ON THE NORTH SIDE OF THE ROAD.
 RD1704'
 RD1704'R.M. 2 IS A 5/8 IN X 30 IN REBAR WITH A POLK COUNTY ALUMINUM CAP
 RD1704'SET FLUSH WITH THE GROUND.  10 FEET NORTH OF THE NORTH EDGE OF THE
 RD1704'GRAVEL ROAD AND 185 FEET EAST OF A 48 IN OAK TREE.
 RD1704'
 RD1704'HEIGHT OF LIGHT ABOVE STATION MARK 2.91 METERS.
 RD1704
 RD1704                          STATION RECOVERY (1989)
 RD1704
 RD1704'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 (KP)
 RD1704'MARK NOT FOUND.
 RD1704
 RD1704                          STATION RECOVERY (1996)
 RD1704
 RD1704'RECOVERY NOTE BY US POWER SQUADRON 1996
 RD1704'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2066 ***********************************************************************
 RD2066  DESIGNATION -  DOUBLE PEAK
 RD2066  PID         -  RD2066
 RD2066  STATE/COUNTY-  OR/CLATSOP
 RD2066  USGS QUAD   -  ARCH CAPE (1985)
 RD2066
 RD2066                         *CURRENT SURVEY CONTROL
 RD2066  ___________________________________________________________________
 RD2066* NAD 83(1991)-  45 51 12.61096(N)    123 57 16.42684(W)     ADJUSTED  
 RD2066* NAVD 88     -        38.     (meters)     125.     (feet)  SCALED    
 RD2066  ___________________________________________________________________
 RD2066  LAPLACE CORR-          22.99  (seconds)                    DEFLEC99
 RD2066  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 RD2066  HORZ ORDER  -  THIRD
 RD2066
 RD2066.The horizontal coordinates were established by classical geodetic methods
 RD2066.and adjusted by the National Geodetic Survey in October 1991.
 RD2066
 RD2066.The orthometric height was scaled from a topographic map.
 RD2066
 RD2066.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2066
 RD2066.The geoid height was determined by GEOID03.
 RD2066
 RD2066;                    North         East     Units Scale Factor Converg.
 RD2066;SPC OR N     -   248,747.135 2,231,783.660   MT  0.99996605   -2 26 59.7
 RD2066;SPC OR N     -   816,099.52  7,322,124.87   iFT  0.99996605   -2 26 59.7
 RD2066;UTM  10      - 5,078,213.882   425,891.250   MT  0.99966752   -0 41 06.0
 RD2066
 RD2066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2066!SPC OR N     -   0.99999765  x   0.99996605  =   0.99996370
 RD2066!UTM  10      -   0.99999765  x   0.99966752  =   0.99966517
 RD2066
 RD2066|---------------------------------------------------------------------|
 RD2066| PID    Reference Object                     Distance      Geod. Az  |
 RD2066|                                                           dddmmss.s |
 RD2066| DD9618 DOUBLE PEAK RM                        7.423 METERS 16640     |
 RD2066| RD2093 TILLAMOOK ROCK LIGHTHOUSE           APPROX.10.6 KM 3315002.3 |
 RD2066|---------------------------------------------------------------------|
 RD2066
 RD2066                          SUPERSEDED SURVEY CONTROL
 RD2066
 RD2066  NAD 83(1986)-  45 51 12.63518(N)    123 57 16.40792(W) AD(       ) 3
 RD2066  NAD 27      -  45 51 13.23600(N)    123 57 11.91000(W) AD(       ) 3
 RD2066
 RD2066.Superseded values are not recommended for survey control.
 RD2066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2066.See file dsdata.txt to determine how the superseded data were derived.
 RD2066
 RD2066_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR2589178214(NAD 83)
 RD2066_MARKER: Z = SEE DESCRIPTION
 RD2066_SETTING: 0 = UNSPECIFIED SETTING
 RD2066
 RD2066  HISTORY     - Date     Condition        Report By
 RD2066  HISTORY     - 1926     MONUMENTED       CGS
 RD2066  HISTORY     - 1932     SEE DESCRIPTION  CGS
 RD2066  HISTORY     - 1977     SEE DESCRIPTION  NGS
 RD2066
 RD2066                          STATION DESCRIPTION
 RD2066
 RD2066'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (LGS)
 RD2066'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE
 RD2066'IN A 5-INCH CAST-IRON PIPE.  THE UNDERGROUND MARK IS A DRILL HOLE
 RD2066'IN A ROCK ABOUT 2-1/2 FEET BELOW THE SURFACE.  THE DRILL HOLE IS
 RD2066'ABOUT 1/2 INCH DEEP.  STATION MARK STAMPED DOUBLE PEAK, 1926.
 RD2066'
 RD2066'THE REFERENCE MARK IS A NAIL SET IN CONCRETE IN A 2-INCH IRON
 RD2066'PIPE.
 RD2066'
 RD2066'THE STATION IS ON THE HIGHEST POINT OF THE LOWER AND WESTERLY OF
 RD2066'THE TWO PEAKS E OF MIDWAY CLIFF, (CORRECT NAME SILVER POINT) KNOWN
 RD2066'AS DOUBLE PEAK.
 RD2066'
 RD2066'IT IS BEST REACHED BY DRIVING DOWN THE BEACH FROM (CORRECT NAME)
 RD2066'CANNON BEACH TO A POINT OPPOSITE THE SOUTHERLY OF TWO LARGE ISLAND
 RD2066'ROCKS OFF MIDWAY CLIFF (CORRECT NAME SILVER POINT).  THE CLIMB IS
 RD2066'MADE FROM HERE.
 RD2066
 RD2066                          STATION RECOVERY (1932)
 RD2066
 RD2066'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (LAM)
 RD2066'RECOVERED.  ON THE HIGHEST POINT OF THE LOWER AND WESTERLY OF THE
 RD2066'TWO PEAKS KNOWN AS DOUBLE PEAK, E OF SILVER POINT.
 RD2066
 RD2066                          STATION RECOVERY (1977)
 RD2066
 RD2066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 RD2066'THE STATION MARK, AND REFERENCE MARK WERE SEARCHED FOR, BUT NOT
 RD2066'RECOVERED.  A VIEW POINT HAS BEEN BUILT IN THE VICINITY, AND THE
 RD2066'STATION MAY BE DESTROYED.
 RD2066'
 RD2066'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RD2066'3 MILES SOUTH OF CANNON BEACH.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AJ1979 ***********************************************************************
 AJ1979  DESIGNATION -  DOVRE
 AJ1979  PID         -  AJ1979
 AJ1979  STATE/COUNTY-  OR/TILLAMOOK
 AJ1979  USGS QUAD   -  DOVRE PEAK (1984)
 AJ1979
 AJ1979                         *CURRENT SURVEY CONTROL
 AJ1979  ___________________________________________________________________
 AJ1979* NAD 83(2007)-  45 17 52.88827(N)    123 31 09.77808(W)     ADJUSTED  
 AJ1979* NAVD 88     -       736.7    (meters)    2417.     (feet)  GPS OBS   
 AJ1979  ___________________________________________________________________
 AJ1979  EPOCH DATE  -        2007.00
 AJ1979  X           -  -2,482,011.257 (meters)                     COMP
 AJ1979  Y           -  -3,747,155.116 (meters)                     COMP
 AJ1979  Z           -   4,511,216.149 (meters)                     COMP
 AJ1979  LAPLACE CORR-           3.92  (seconds)                    DEFLEC99
 AJ1979  ELLIP HEIGHT-         715.795 (meters)          (02/10/07) ADJUSTED
 AJ1979  GEOID HEIGHT-         -20.86  (meters)                     GEOID03
 AJ1979
 AJ1979  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ1979  Type    PID    Designation                      North   East  Ellip
 AJ1979  -------------------------------------------------------------------
 AJ1979  NETWORK AJ1979 DOVRE                             0.63   0.51   1.78
 AJ1979  -------------------------------------------------------------------
 AJ1979
 AJ1979.The horizontal coordinates were established by GPS observations
 AJ1979.and adjusted by the National Geodetic Survey in February 2007.
 AJ1979
 AJ1979.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ1979.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ1979.The horizontal coordinates are valid at the epoch date displayed above.
 AJ1979.The epoch date for horizontal control is a decimal equivalence
 AJ1979.of Year/Month/Day.
 AJ1979
 AJ1979.The orthometric height was determined by GPS observations and a
 AJ1979.high-resolution geoid model.
 AJ1979
 AJ1979.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ1979
 AJ1979.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1979
 AJ1979.The ellipsoidal height was determined by GPS observations
 AJ1979.and is referenced to NAD 83.
 AJ1979
 AJ1979.The geoid height was determined by GEOID03.
 AJ1979
 AJ1979;                    North         East     Units Scale Factor Converg.
 AJ1979;SPC OR N     -   185,703.588 2,263,248.104   MT  0.99989712   -2 08 28.7
 AJ1979;SPC OR N     -   609,263.74  7,425,354.67   iFT  0.99989712   -2 08 28.7
 AJ1979;UTM  10      - 5,016,189.206   459,277.462   MT  0.99962039   -0 22 09.0
 AJ1979
 AJ1979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1979!SPC OR N     -   0.99988779  x   0.99989712  =   0.99978492
 AJ1979!UTM  10      -   0.99988779  x   0.99962039  =   0.99950822
 AJ1979
 AJ1979                          SUPERSEDED SURVEY CONTROL
 AJ1979
 AJ1979  NAD 83(1998)-  45 17 52.88548(N)    123 31 09.77988(W) AD(       ) B
 AJ1979  ELLIP H (07/03/01)  715.808  (m)                       GP(       ) 5 1
 AJ1979  NAD 83(1998)-  45 17 52.88556(N)    123 31 09.77967(W) AD(1997.00) B
 AJ1979  ELLIP H (02/07/01)  715.805  (m)                       GP(       ) 3 1
 AJ1979
 AJ1979.Superseded values are not recommended for survey control.
 AJ1979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1979.See file dsdata.txt to determine how the superseded data were derived.
 AJ1979
 AJ1979_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR5927716189(NAD 83)
 AJ1979_MARKER: DD = SURVEY DISK
 AJ1979_SETTING: 66 = SET IN ROCK OUTCROP
 AJ1979_STAMPING: DOVRE 1999
 AJ1979_MARK LOGO: OR-057
 AJ1979_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ1979_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ1979+STABILITY: POSITION/ELEVATION WELL
 AJ1979_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ1979+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ1979
 AJ1979  HISTORY     - Date     Condition        Report By
 AJ1979  HISTORY     - 1999     MONUMENTED       OR-057
 AJ1979
 AJ1979                          STATION DESCRIPTION
 AJ1979
 AJ1979'DESCRIBED BY TILLAMOOK COUNTY OREGON 1999 (AED)
 AJ1979'THE STATION IS LOCATED ABOUT 30.0 KM (18.65 MI) SOUTHEAST OF
 AJ1979'TILLAMOOK, 27.0 KM (16.75 MI) NORTHWEST OF MCMINNVILLE, 4.0 KM (2.50
 AJ1979'MI) WEST OF THE TILLAMOOK-YAMHILL COUNTY LINE, IN OUTCROP ON TOP OF
 AJ1979'DOVRE PEAK.  OWNERSHIP--TILLAMOOK STATE FOREST SERVICE.  TO REACH THE
 AJ1979'STATION FROM THE JUNCTION OF U.S.  HIGHWAY 101 AND STATE HIGHWAY 6 IN
 AJ1979'TILLAMOOK, GO SOUTH ON HIGHWAY 101 FOR 23.3 KM (14.45 MI) TO THE
 AJ1979'JUNCTION OF BEAVER-BLAINE COUNTY ROAD IN THE COMMUNITY OF BEAVER.
 AJ1979'TURN LEFT, EASTERLY, ON BEAVER-BLAINE ROAD FOR 10.8 KM (6.70 MI) TO
 AJ1979'THE COMMUNITY OF BLAINE.  CONTINUE AHEAD, EASTERLY, ON UPPER NESTUCCA
 AJ1979'ROAD (FOREST SERVICE ROAD 85) FOR 17.4 KM (10.80 MI) TO THE JUNCTION
 AJ1979'OF ELK CREEK FOREST ROAD ON THE LEFT. CONTINUE AHEAD ON NESTUCCA RIVER
 AJ1979'ROAD FOR 1.2 KM (0.75 MI) TO DOVRE PEAK FOREST ROAD ON THE LEFT.  TURN
 AJ1979'LEFT, NORTHERLY, ON DOVRE PEAK ROAD FOR 3.7 KM (2.30 MI) TO THE TOP OF
 AJ1979'THE RIDGE AND A SPUR ROAD TO THE RIGHT.  TURN RIGHT ON SPUR ROAD FOR
 AJ1979'0.2 KM (0.10 MI) TO THE END OF ROAD AND STATION ON THE RIGHT.  THE
 AJ1979'STATION IS A TILLAMOOK COUNTY SURVEYORS BRASS DISK SET FLUSH IN A
 AJ1979'DRILL HOLE IN AN EXPOSURE OF OUTCROP.  IT IS 22.9 M (75.1 FT) WEST
 AJ1979'FROM THE CENTER OF THE SPUR ROAD AND 4.9 M (16.1 FT) WEST FROM THE
 AJ1979'HIGHEST PART OF THE ROCKY KNOB.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1182 ***********************************************************************
 NZ1182  DESIGNATION -  DOWN
 NZ1182  PID         -  NZ1182
 NZ1182  STATE/COUNTY-  OR/DOUGLAS
 NZ1182  USGS QUAD   -  STARVOUT CREEK (1986)
 NZ1182
 NZ1182                         *CURRENT SURVEY CONTROL
 NZ1182  ___________________________________________________________________
 NZ1182* NAD 83(1991)-  42 52 27.87296(N)    123 14 36.38245(W)     ADJUSTED  
 NZ1182* NAVD 88     -       343.0    (meters)    1125.     (feet)  VERTCON   
 NZ1182  ___________________________________________________________________
 NZ1182  LAPLACE CORR-           1.75  (seconds)                    DEFLEC99
 NZ1182  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 NZ1182  HORZ ORDER  -  SECOND
 NZ1182
 NZ1182.The horizontal coordinates were established by classical geodetic methods
 NZ1182.and adjusted by the National Geodetic Survey in October 1991.
 NZ1182
 NZ1182.The NAVD 88 height was computed by applying the VERTCON shift value to
 NZ1182.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NZ1182
 NZ1182.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ1182
 NZ1182.The geoid height was determined by GEOID03.
 NZ1182
 NZ1182;                    North         East     Units Scale Factor Converg.
 NZ1182;SPC OR S     -   137,829.773 1,275,902.977   MT  0.99990772   -1 52 36.9
 NZ1182;SPC OR S     -   452,197.42  4,186,033.39   iFT  0.99990772   -1 52 36.9
 NZ1182;UTM  10      - 4,746,897.039   480,117.272   MT  0.99960486   -0 09 56.3
 NZ1182
 NZ1182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NZ1182!SPC OR S     -   0.99994993  x   0.99990772  =   0.99985765
 NZ1182!UTM  10      -   0.99994993  x   0.99960486  =   0.99955481
 NZ1182
 NZ1182:                Primary Azimuth Mark                     Grid Az
 NZ1182:SPC OR S     -  MAG                                      016 25 49.1
 NZ1182:UTM  10      -  MAG                                      014 43 08.5
 NZ1182
 NZ1182|---------------------------------------------------------------------|
 NZ1182| PID    Reference Object                     Distance      Geod. Az  |
 NZ1182|                                                           dddmmss.s |
 NZ1182| NZ1186 MAG                                 APPROX. 2.9 KM 0143312.2 |
 NZ1182|---------------------------------------------------------------------|
 NZ1182
 NZ1182                          SUPERSEDED SURVEY CONTROL
 NZ1182
 NZ1182  NAD 83(1986)-  42 52 27.86385(N)    123 14 36.40370(W) AD(       ) 2
 NZ1182  NAD 27      -  42 52 28.43300(N)    123 14 32.18080(W) AD(       ) 2
 NZ1182  NGVD 29 (07/19/86)  342.0    (m)         1122.     (f) VERT ANG    3  
 NZ1182
 NZ1182.Superseded values are not recommended for survey control.
 NZ1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1182.See file dsdata.txt to determine how the superseded data were derived.
 NZ1182
 NZ1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN8011746897(NAD 83)
 NZ1182_MARKER: Z = SEE DESCRIPTION
 NZ1182_SETTING: 0 = UNSPECIFIED SETTING
 NZ1182_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ1182
 NZ1182  HISTORY     - Date     Condition        Report By
 NZ1182  HISTORY     - 1963     MONUMENTED       ORDT
 NZ1182  HISTORY     - 1973     SEE DESCRIPTION  NGS
 NZ1182
 NZ1182                          STATION DESCRIPTION
 NZ1182
 NZ1182'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1963 (PN)
 NZ1182'THE STATION IS 4.9 MILES SOUTHEAST OF CANYONVILLE ON THE WEST
 NZ1182'SHOULDER OF U.S. HIGHWAY 99.
 NZ1182'
 NZ1182'TO REACH THE STATION FROM THE CROSS STREET JUST WEST OF THE POST
 NZ1182'OFFICE IN CANYONVILLE GO SOUTHEAST ON U.S. HIGHWAY 99 FOR 4.9 MILES
 NZ1182'TO THE STATION ON THE RIGHT.
 NZ1182'
 NZ1182'THE STATION MARK, STAMPED DOWN USC AND GS 1963, IS AN OREGON
 NZ1182'STATE HIGHWAY DEPT. STATION MARK DISK SET IN A ROUND CONCRETE
 NZ1182'MONUMENT THAT IS FLUSH WITH THE HIGHWAY, 230 FEET SOUTH OF A
 NZ1182'TURNOUT ON THE WEST SIDE OF THE HIGHWAY, 20 FEET WEST OF THE
 NZ1182'CENTER OF U.S. HIGHWAY 99 AND 7 FEET EAST OF A WOODEN WITNESS
 NZ1182'POST.
 NZ1182'
 NZ1182'THERE WERE NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.
 NZ1182
 NZ1182                          STATION RECOVERY (1973)
 NZ1182
 NZ1182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 NZ1182'THE STATION HAS BEEN DESTROYED.
 NZ1182'
 NZ1182'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NZ1182'5 MILES SOUTHEAST OF CANYONVILLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1965 ***********************************************************************
 SC1965  DESIGNATION -  DOWN ORHD 1965
 SC1965  PID         -  SC1965
 SC1965  STATE/COUNTY-  OR/CLATSOP
 SC1965  USGS QUAD   -  CATHLAMET BAY (1984)
 SC1965
 SC1965                         *CURRENT SURVEY CONTROL
 SC1965  ___________________________________________________________________
 SC1965* NAD 83(1991)-  46 09 29.10177(N)    123 38 06.35807(W)     ADJUSTED  
 SC1965* NAVD 88     -        43.4    (meters)     142.     (feet)  VERTCON   
 SC1965  ___________________________________________________________________
 SC1965  LAPLACE CORR-          12.91  (seconds)                    DEFLEC99
 SC1965  GEOID HEIGHT-         -22.29  (meters)                     GEOID03
 SC1965  HORZ ORDER  -  SECOND
 SC1965
 SC1965.The horizontal coordinates were established by classical geodetic methods
 SC1965.and adjusted by the National Geodetic Survey in October 1991.
 SC1965
 SC1965.The NAVD 88 height was computed by applying the VERTCON shift value to
 SC1965.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SC1965
 SC1965.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1965
 SC1965.The geoid height was determined by GEOID03.
 SC1965
 SC1965;                    North         East     Units Scale Factor Converg.
 SC1965;SPC OR N     -   281,564.759 2,257,887.504   MT  1.00004406   -2 13 24.1
 SC1965;SPC OR N     -   923,768.89  7,407,767.40   iFT  1.00004406   -2 13 24.1
 SC1965;UTM  10      - 5,111,807.957   450,963.056   MT  0.99962956   -0 27 29.1
 SC1965
 SC1965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1965!SPC OR N     -   0.99999668  x   1.00004406  =   1.00004074
 SC1965!UTM  10      -   0.99999668  x   0.99962956  =   0.99962624
 SC1965
 SC1965:                Primary Azimuth Mark                     Grid Az
 SC1965:SPC OR N     -  SUB ORHD 1965                            077 41 35.3
 SC1965:UTM  10      -  SUB ORHD 1965                            075 55 40.3
 SC1965
 SC1965|---------------------------------------------------------------------|
 SC1965| PID    Reference Object                     Distance      Geod. Az  |
 SC1965|                                                           dddmmss.s |
 SC1965| SC1922 SUB ORHD 1965                       APPROX. 1.0 KM 0752811.2 |
 SC1965|---------------------------------------------------------------------|
 SC1965
 SC1965                          SUPERSEDED SURVEY CONTROL
 SC1965
 SC1965  NAD 83(1986)-  46 09 29.11280(N)    123 38 06.34399(W) AD(       ) 2
 SC1965  NAD 27      -  46 09 29.72410(N)    123 38 01.85934(W) AD(       ) 2
 SC1965  NGVD 29 (07/19/86)   42.4    (m)          139.     (f) VERT ANG    3  
 SC1965
 SC1965.Superseded values are not recommended for survey control.
 SC1965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1965.See file dsdata.txt to determine how the superseded data were derived.
 SC1965
 SC1965_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS5096311808(NAD 83)
 SC1965_MARKER: Z = SEE DESCRIPTION
 SC1965_SETTING: 0 = UNSPECIFIED SETTING
 SC1965_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC1965
 SC1965  HISTORY     - Date     Condition        Report By
 SC1965  HISTORY     - 1965     MONUMENTED       ORDT
 SC1965
 SC1965                          STATION DESCRIPTION
 SC1965
 SC1965'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1965 (PAS)
 SC1965'THE STATION IS ABOUT 13 MILES EAST OF ASTORIA, ABOUT 3/4 MILE
 SC1965'SOUTHWEST OF THE KNAPPA UNION HIGHSCHOOL ON A POWER LINE
 SC1965'RIGHT-OF-WAY.
 SC1965'
 SC1965'TO REACH THE STATION FROM THE WEST DRIVEWAY TO THE KNAPPA UNION
 SC1965'HIGHSCHOOL GO WEST ON U.S. HIGHWAY 30 FOR 0.35 MILE TO CONROY
 SC1965'ROAD ON THE LEFT, TURN LEFT AND GO SOUTH ON CONROY ROAD FOR 0.35
 SC1965'MILE TO SAUVOLA ROAD ON THE RIGHT, TURN RIGHT AND GO WEST ON
 SC1965'SAUVOLA ROAD FOR 0.1 MILE TO JOHN MINKOFFS DRIVEWAY ON THE RIGHT,
 SC1965'TURN RIGHT ON THE DRIVEWAY AND GO NORTH FOR 0.1 MILE TO THE
 SC1965'RANCH BUILDINGS, PASS BETWEEN THE GARAGES AND GO WEST AND NORTH
 SC1965'ON THE OUTSIDE OF A PEN FOR 0.1 MILE TO THE POWER LINE, THEN
 SC1965'TURN LEFT, WEST, AND PARALLEL THE POWER LINE FOR 0.1 MILE TO
 SC1965'THE STATION ON THE LEFT.
 SC1965'
 SC1965'THE STATION MARK, STAMPED DOWN USC AND GS 1965, IS A STATE
 SC1965'HIGHWAY DEPT. STATION MARK DISK BRAZED TO THE TOP OF A 3-INCH
 SC1965'STEEL PIPE THAT IS SET IN A CONCRETE BASE AND PROJECTS 4
 SC1965'INCHES.  IT IS 23 FEET SOUTH OF THE CENTER OF THE TRACK ROAD,
 SC1965'15 FEET NORTHEAST OF THE CENTER POWER POLE OF THREE AND 1 FOOT
 SC1965'NORTH OF A WITNESS POST.
 SC1965'
 SC1965'THERE WERE NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1890 ***********************************************************************
 QE1890  DESIGNATION -  DOWNS
 QE1890  PID         -  QE1890
 QE1890  STATE/COUNTY-  OR/MARION
 QE1890  USGS QUAD   -  SALEM WEST (1986)
 QE1890
 QE1890                         *CURRENT SURVEY CONTROL
 QE1890  ___________________________________________________________________
 QE1890* NAD 83(1991)-  44 54 35.12242(N)    123 03 30.67318(W)     ADJUSTED  
 QE1890* NAVD 88     -       165.0    (meters)     541.     (feet)  VERTCON   
 QE1890  ___________________________________________________________________
 QE1890  LAPLACE CORR-          -4.99  (seconds)                    DEFLEC99
 QE1890  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 QE1890  HORZ ORDER  -  FIRST
 QE1890
 QE1890.The horizontal coordinates were established by classical geodetic methods
 QE1890.and adjusted by the National Geodetic Survey in October 1991.
 QE1890
 QE1890.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE1890.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE1890
 QE1890.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE1890
 QE1890.The geoid height was determined by GEOID03.
 QE1890
 QE1890;                    North         East     Units Scale Factor Converg.
 QE1890;SPC OR N     -   141,332.430 2,298,005.365   MT  0.99990475   -1 48 52.1
 QE1890;SPC OR N     -   463,689.07  7,539,387.68   iFT  0.99990475   -1 48 52.1
 QE1890;UTM  10      - 4,972,927.206   495,380.469   MT  0.99960026   -0 02 28.7
 QE1890
 QE1890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE1890!SPC OR N     -   0.99997770  x   0.99990475  =   0.99988245
 QE1890!UTM  10      -   0.99997770  x   0.99960026  =   0.99957797
 QE1890
 QE1890|---------------------------------------------------------------------|
 QE1890| PID    Reference Object                     Distance      Geod. Az  |
 QE1890|                                                           dddmmss.s |
 QE1890| CE1428 DOWNS RM 2                            8.287 METERS 00148     |
 QE1890| QE1856 SALEM TERMINAL COLD STOR TANK       APPROX. 4.7 KM 0191853.1 |
 QE1890| QE1891 SALEM POLICE AND FIRE RAD TWR        19.644 METERS 08021     |
 QE1890| CE1427 DOWNS RM 1                           12.819 METERS 09151     |
 QE1890| QE1964 PROSPECT RM 3                       APPROX. 7.9 KM 2193115.7 |
 QE1890| QE1892 SALEM DOWNS ST STANDPIPE             12.468 METERS 35921     |
 QE1890|---------------------------------------------------------------------|
 QE1890
 QE1890                          SUPERSEDED SURVEY CONTROL
 QE1890
 QE1890  NAD 83(1986)-  44 54 35.14651(N)    123 03 30.68897(W) AD(       ) 1
 QE1890  NAD 27      -  44 54 35.71484(N)    123 03 26.34239(W) AD(       ) 1
 QE1890  NGVD 29 (07/19/86)  164.0    (m)          538.     (f) VERT ANG    3  
 QE1890
 QE1890.Superseded values are not recommended for survey control.
 QE1890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1890.See file dsdata.txt to determine how the superseded data were derived.
 QE1890
 QE1890_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ9538072927(NAD 83)
 QE1890_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QE1890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE1890_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QE1890
 QE1890  HISTORY     - Date     Condition        Report By
 QE1890  HISTORY     - 1972     MONUMENTED       NGS
 QE1890
 QE1890                          STATION DESCRIPTION
 QE1890
 QE1890'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LDF)
 QE1890'STATION IS LOCATED IN THE SOUTHWEST SECTION OF SALEM, AT THE
 QE1890'SITE OF THE SALEM DOWNS ST. STANDPIPE WHICH IS JUST EAST OF A
 QE1890'RESIDENCE AT 975 DOWNS STREET SOUTH.  IT IS IN THE NORTHEAST
 QE1890'QUARTER OF SECTION 4, R3W, T8S AND IS ON CITY PROPERTY.
 QE1890'
 QE1890'TO REACH THE STATION FROM THE VISTA STATION POST OFFICE, WHICH
 QE1890'IS ABOUT 2-1/2 MILES SOUTH OF THE CENTER OF SALEM, GO EAST ON
 QE1890'MISSOURI AVENUE S FOR 0.05 MILE TO LIBERTY ROAD SE.  TURN RIGHT
 QE1890'AND GO SOUTH ON LIBERTY ROAD SE FOR 0.1 MILE TO A CROSSROAD.  TURN
 QE1890'RIGHT AND GO WEST ON SALEM HEIGHTS AVENUE S FOR 0.45 MILE TO A
 QE1890'SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTH ON HOLIDAY DRIVE S
 QE1890'FOR 0.1 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO WEST ON
 QE1890'DOWNS STREET S FOR 0.05 MILE TO THE STATION ON THE RIGHT.
 QE1890'
 QE1890'STATION MARKS ARE STANDARD DISKS, STAMPED DOWNS 1972.  THE
 QE1890'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 QE1890'MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 51 FEET
 QE1890'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE, 49.4 FEET
 QE1890'WEST-SOUTHWEST OF THE NORTHWEST CORNER OF A CHAIN LINK FENCE,
 QE1890'49 FEET WEST-NORTHWEST OF THE SOUTHWEST CORNER OF THE CHAIN LINK
 QE1890'FENCE AND 40 FEET NORTH OF THE NORTH CONCRETE CURB OF DOWNS
 QE1890'STREET S.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 QE1890'CONCRETE ABOUT 42 INCHES BELOW THE GROUND SURFACE.
 QE1890'
 QE1890'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DOWNS NO 1 1972,
 QE1890'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 QE1890'IS FLUSH WITH THE GROUND SURFACE.  IT IS 25.2 FEET SOUTH OF THE
 QE1890'NORTHWEST CORNER OF THE FENCE, 22.7 FEET NORTH OF THE SOUTHWEST
 QE1890'CORNER OF THE FENCE AND 1 FOOT WEST OF THE FENCE.
 QE1890'
 QE1890'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DOWNS NO 2 1972,
 QE1890'CEMENTED IN A DRILL HOLE IN THE SOUTHEAST EDGE OF A CONCRETE
 QE1890'FOUNDATION FOR A STANDPIPE.
 QE1890'
 QE1890'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 QE1890'
 QE1890'HEIGHT OF LIGHT ABOVE STATION MARK 30.2 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0765 ***********************************************************************
 NY0765  DESIGNATION -  DRAKE
 NY0765  PID         -  NY0765
 NY0765  STATE/COUNTY-  OR/LAKE
 NY0765  USGS QUAD   -  CROOK PEAK (1968)
 NY0765
 NY0765                         *CURRENT SURVEY CONTROL
 NY0765  ___________________________________________________________________
 NY0765* NAD 83(1991)-  42 18 13.14693(N)    120 08 55.59555(W)     ADJUSTED  
 NY0765* NAVD 88     -      2536.7    (meters)    8322.     (feet)  VERTCON   
 NY0765  ___________________________________________________________________
 NY0765  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 NY0765  GEOID HEIGHT-         -20.43  (meters)                     GEOID03
 NY0765  HORZ ORDER  -  FIRST
 NY0765
 NY0765.The horizontal coordinates were established by classical geodetic methods
 NY0765.and adjusted by the National Geodetic Survey in October 1991.
 NY0765
 NY0765.The NAVD 88 height was computed by applying the VERTCON shift value to
 NY0765.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NY0765
 NY0765.The Laplace correction was computed from DEFLEC99 derived deflections.
 NY0765
 NY0765.The geoid height was determined by GEOID03.
 NY0765
 NY0765;                    North         East     Units Scale Factor Converg.
 NY0765;SPC OR S     -    70,820.431 1,528,960.513   MT  1.00000761   +0 14 25.0
 NY0765;SPC OR S     -   232,350.50  5,016,274.65   iFT  1.00000761   +0 14 25.0
 NY0765;UTM  10      - 4,687,428.709   735,014.877   MT  1.00027963   +1 55 11.7
 NY0765
 NY0765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NY0765!SPC OR S     -   0.99960552  x   1.00000761  =   0.99961312
 NY0765!UTM  10      -   0.99960552  x   1.00027963  =   0.99988504
 NY0765
 NY0765|---------------------------------------------------------------------|
 NY0765| PID    Reference Object                     Distance      Geod. Az  |
 NY0765|                                                           dddmmss.s |
 NY0765| CD6431 DRAKE RM 1                           21.991 METERS 03615     |
 NY0765| NY0764 DRAKE PEAK CAIRN                    APPROX. 2.1 KM 1004946.2 |
 NY0765| CD6432 DRAKE RM 2                           24.707 METERS 13408     |
 NY0765| NY0772 DRAKE RM 3                           25.489 METERS 14548     |
 NY0765| CD6430 DRAKE AZ MK                                        2441811.9 |
 NY0765| NY0770 DRAKE PEAK LOOKOUT HOUSE            APPROX. 0.8 KM 2444212.7 |
 NY0765| NY0808 GRIZZLY PEAK SUMMIT                 APPROX.40.9 KM 2621056.0 |
 NY0765| NY0771 PEAK FIRST NORTH OF DRAKE           APPROX. 2.7 KM 3442457.8 |
 NY0765| NY0767 CROOK PEAK HIGHEST POINT            APPROX. 6.5 KM 3581411.6 |
 NY0765|---------------------------------------------------------------------|
 NY0765
 NY0765                          SUPERSEDED SURVEY CONTROL
 NY0765
 NY0765  NAD 83(1986)-  42 18 13.15103(N)    120 08 55.59381(W) AD(       ) 1
 NY0765  NAD 27      -  42 18 13.57200(N)    120 08 51.75300(W) AD(       ) 1
 NY0765  NGVD 29 (07/19/86) 2535.3    (m)         8318.     (f) VERT ANG    3  
 NY0765
 NY0765.Superseded values are not recommended for survey control.
 NY0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0765.See file dsdata.txt to determine how the superseded data were derived.
 NY0765
 NY0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGM3501587429(NAD 83)
 NY0765_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NY0765_SETTING: 80 = SET IN A BOULDER
 NY0765_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 NY0765
 NY0765  HISTORY     - Date     Condition        Report By
 NY0765  HISTORY     - 1920     MONUMENTED       CGS
 NY0765  HISTORY     - 1948     SEE DESCRIPTION  CGS
 NY0765  HISTORY     - 1971     SEE DESCRIPTION  USGS
 NY0765  HISTORY     - 1987     GOOD             BLM
 NY0765
 NY0765                          STATION DESCRIPTION
 NY0765
 NY0765'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (EWE)
 NY0765'ABOUT 14 MILES NORTHEAST FROM LAKEVIEW, 3 MILES NORTHEAST FROM
 NY0765'BULLS PRAIRIE RANGER STATION, FIVE-EIGHTS MILE NORTHEAST FROM
 NY0765'THE FOREST SERVICE LOOKOUT ON DRAKE PEAK, AND ON A ROUND BALD
 NY0765'MOUNTAIN ABOUT 1-1/2 MILES NORTHWEST FROM DRAKE PEAK.  THE
 NY0765'STATION IS MARKED BY A BRONZE TABLET IN A BOULDER AS DESCRIBED
 NY0765'IN NOTE 4.  THE REFERENCE MARK, A BRONZE TABLET IN A BOULDER,
 NY0765'NOTE 12C, IS 22.01 METERS (72.2 FEET) FROM THE STATION IN
 NY0765'AZIMUTH 216 DEG 15 MIN.
 NY0765
 NY0765                          STATION RECOVERY (1948)
 NY0765
 NY0765'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MTP)
 NY0765'STATION WAS RECOVERED AS DESCRIBED.  THE STATION MARK AND
 NY0765'REFERENCE MARK NO. 1 WERE FOUND IN GOOD CONDITION.  A NEW
 NY0765'REFERENCE MARK AND AN AZIMUTH MARK WERE ESTABLISHED.  A NEW
 NY0765'DESCRIPTION FOLLOWS--STATION IS LOCATED ABOUT 14 MILES NORTHEAST
 NY0765'OF LAKEVIEW, 3 MILES NORTHEAST OF BULLS PRAIRIE RANGER STATION,
 NY0765'0.40 MILE NORTHEAST OF THE DRAKE PEAK LOOKOUT, ON A ROUND, BALD
 NY0765'PEAK, WHICH IS CALLED LIGHT PEAK BY THE FOREST RANGERS.
 NY0765'
 NY0765'STATION IS MARKED BY A BRONZE DISK SET IN A SMALL BOULDER.  IT
 NY0765'IS STAMPED DRAKE 1920.
 NY0765'
 NY0765'REFERENCE MARK NO. 1 IS A BRONZE DISK SET IN A SMALL BOULDER FLUSH
 NY0765'WITH THE SURFACE.  IT IS STAMPED DRAKE NO 1 1920.
 NY0765'
 NY0765'REFERENCE MARK NO. 2 IS A BRONZE DISK BRAZED TO A 2 INCH
 NY0765'CASTIRON PIPE, PROJECTING 1 FOOT ABOVE THE SURFACE, AND IS STAMPED
 NY0765'DRAKE NO 2 1920.
 NY0765'
 NY0765'THE AZIMUTH MARK IS A BRONZE DISK BRAZED TO A 2 INCH CASTIRON
 NY0765'PIPE PROJECTING 1 FOOT ABOVE THE SURFACE, 16 FEET NORTH OF
 NY0765'THE LOOKOUT ROAD AND ABOUT 10 FEET SOUTHEAST OF THE LOOKOUT
 NY0765'GARAGE.  IT IS STAMPED DRAKE 1920.
 NY0765'
 NY0765'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 395
 NY0765'AND STATE HIGHWAY NO. 66, IN LAKEVIEW, GO NORTH ON NO. 395 FOR
 NY0765'4.8 MILES TO JUNCTION WITH WARNER VALLEY ROAD AND SIGN HART
 NY0765'MOUNTAIN ANTELOPE REFUGE, TURN RIGHT, GOING ON MAIN ROAD FOR 8.7
 NY0765'MILES TO ROAD LEFT AND SIGN HORSE PRAIRIE, HERE GO LEFT FOR 1/2
 NY0765'MILE TO FORKS, TAKE RIGHT FORK FOR 2.1 MILES TO FORKS, TAKE
 NY0765'RIGHT FORK, GOING .6 MILE TO A REVERSE Y-INTERSECTION AND SIGN
 NY0765'BULLS PRAIRIE 3, KEEP RIGHT FOR 4.2 MILES TO SIGN DRAKE L.O.
 NY0765'4 - ABERT RIM L.O. 12, TAKE RIGHT FORK, GOING .2 MILE, THENCE
 NY0765'LEFT, AS PER SIGN, DRAKE L.O. 4 -- FOLLOW MOUNTAN ROAD FOR 3.4
 NY0765'MILES TO DRAKE LOOKOUT AND AZIMUTH MARK, THE STATION IS .4 MILE
 NY0765'NORTHEAST OF THIS POINT ON THE NEXT ELEVATION.  A DRIVE
 NY0765'STATION.
 NY0765
 NY0765                          STATION RECOVERY (1971)
 NY0765
 NY0765'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 NY0765'RM 1 TO RM 3 NOT MEASURED.
 NY0765'
 NY0765'INSTRUMENT STAND 5.95 FT ABOVE STATION MARK.
 NY0765'
 NY0765'RECOVERED AS DESCRIBED EXCEPT AS FOLLOWS--
 NY0765'
 NY0765'STATION MARK WAS FOUND IN PLACE, BUT CONC. WAS IN POOR
 NY0765'CONDITION.  A CONC. FOUNDATION WAS POURED TO ASSIST IN HOLDING
 NY0765'THE MARK IN PLACE.
 NY0765'
 NY0765'REFERENCE MARK NO. 2 WAS FOUND DESTROYED.  REFERENCE MARK NO. 3
 NY0765'WAS SET.
 NY0765'
 NY0765'STATION MARK--A BRONZE USC AND GS TABLET STAMPED DRAKE 1920 SET
 NY0765'IN A SMALL BOULDER IN A CONC. FOUNDATION.
 NY0765'
 NY0765'REFERENCE MARK NO. 1--A BRONZE USC AND GS TABLET STAMPED DRAKE
 NY0765'NO 1 1920 SET IN A SMALL BOULDER FLUSH WITH THE SURFACE.
 NY0765'
 NY0765'REFERENCE MARK NO. 3--A STANDARD USGS REFERENCE TABLET STAMPED
 NY0765'DRAKE NO 3 1920 1971 SET IN A CONC. POST (POURED IN PLACE).
 NY0765'
 NY0765'REACHED BY HELICOPTER.
 NY0765
 NY0765                          STATION RECOVERY (1987)
 NY0765
 NY0765'RECOVERY NOTE BY BUREAU OF LAND MANAGEMENT 1987 (PG)
 NY0765'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AJ8171 ***********************************************************************
 AJ8171  DESIGNATION -  DRAKE
 AJ8171  PID         -  AJ8171
 AJ8171  STATE/COUNTY-  OR/MARION
 AJ8171  USGS QUAD   -  DRAKE CROSSING (1985)
 AJ8171
 AJ8171                         *CURRENT SURVEY CONTROL
 AJ8171  ___________________________________________________________________
 AJ8171* NAD 83(2007)-  44 55 33.05611(N)    122 39 24.83883(W)     ADJUSTED  
 AJ8171* NAVD 88     -       496.0    (meters)    1627.     (feet)  GPS OBS   
 AJ8171  ___________________________________________________________________
 AJ8171  EPOCH DATE  -        2007.00
 AJ8171  X           -  -2,441,047.290 (meters)                     COMP
 AJ8171  Y           -  -3,808,620.889 (meters)                     COMP
 AJ8171  Z           -   4,481,851.850 (meters)                     COMP
 AJ8171  LAPLACE CORR-           5.38  (seconds)                    DEFLEC99
 AJ8171  ELLIP HEIGHT-         473.123 (meters)          (02/10/07) ADJUSTED
 AJ8171  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 AJ8171
 AJ8171  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ8171  Type    PID    Designation                      North   East  Ellip
 AJ8171  -------------------------------------------------------------------
 AJ8171  NETWORK AJ8171 DRAKE                             0.63   0.45   1.98
 AJ8171  -------------------------------------------------------------------
 AJ8171
 AJ8171.The horizontal coordinates were established by GPS observations
 AJ8171.and adjusted by the National Geodetic Survey in February 2007.
 AJ8171
 AJ8171.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ8171.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ8171.The horizontal coordinates are valid at the epoch date displayed above.
 AJ8171.The epoch date for horizontal control is a decimal equivalence
 AJ8171.of Year/Month/Day.
 AJ8171
 AJ8171.The orthometric height was determined by GPS observations and a
 AJ8171.high-resolution geoid model.
 AJ8171
 AJ8171.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8171
 AJ8171.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8171
 AJ8171.The ellipsoidal height was determined by GPS observations
 AJ8171.and is referenced to NAD 83.
 AJ8171
 AJ8171.The geoid height was determined by GEOID03.
 AJ8171
 AJ8171;                    North         East     Units Scale Factor Converg.
 AJ8171;SPC OR N     -   142,194.656 2,329,752.729   MT  0.99990352   -1 31 46.7
 AJ8171;SPC OR N     -   466,517.90  7,643,545.70   iFT  0.99990352   -1 31 46.7
 AJ8171;UTM  10      - 4,974,770.460   527,076.411   MT  0.99960901   +0 14 32.3
 AJ8171
 AJ8171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8171!SPC OR N     -   0.99992583  x   0.99990352  =   0.99982935
 AJ8171!UTM  10      -   0.99992583  x   0.99960901  =   0.99953486
 AJ8171
 AJ8171                          SUPERSEDED SURVEY CONTROL
 AJ8171
 AJ8171  NAD 83(1998)-  44 55 33.05418(N)    122 39 24.84044(W) AD(       ) B
 AJ8171  ELLIP H (02/26/02)  473.128  (m)                       GP(       ) 3 2
 AJ8171
 AJ8171.Superseded values are not recommended for survey control.
 AJ8171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8171.See file dsdata.txt to determine how the superseded data were derived.
 AJ8171
 AJ8171_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ2707674770(NAD 83)
 AJ8171_MARKER: DD = SURVEY DISK
 AJ8171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8171_STAMPING: DRAKE 9318 1993
 AJ8171_MARK LOGO: OR-047
 AJ8171_PROJECTION: RECESSED 30 CENTIMETERS
 AJ8171_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ8171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8171+STABILITY: SURFACE MOTION
 AJ8171_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8171+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AJ8171
 AJ8171  HISTORY     - Date     Condition        Report By
 AJ8171  HISTORY     - 1993     MONUMENTED       OR-047
 AJ8171
 AJ8171                          STATION DESCRIPTION
 AJ8171
 AJ8171'DESCRIBED BY MARION COUNTY OREGON 1993 (MR)
 AJ8171'THE STATION IS LOCATED ABOUT 15.6 KM (9.2 MI) SOUTHEAST OF SILVERTON,
 AJ8171'IN A GRAVEL ISLAND AT
 AJ8171'THE JUNCTION OF STATE HIGHWAY 214 AND POWERS CREEK LOOP ROAD (COUNTY
 AJ8171'ROAD 775), IN THE
 AJ8171'NW 1/4 OF SECTION 35, T7S, R1E, WILLAMETTE MERIDIAN.
 AJ8171'OWNERSHIP--OREGON STATE
 AJ8171'DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY.
 AJ8171' 
 AJ8171'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 214 (WATER
 AJ8171'STREET) AND MAIN
 AJ8171'STREET IN DOWNTOWN SILVERTON, GO SOUTHEASTERLY ON HIGHWAY 214 (WATER
 AJ8171'STREET) FOR
 AJ8171'15.6 KM (9.7 MI) TO THE STATION ON THE LEFT IN THE GRAVEL ISLAND AT
 AJ8171'THE JUNCTION OF POWERS
 AJ8171'CREEK LOOP ROAD NE (COUNTY ROAD 775).
 AJ8171' 
 AJ8171'THE STATION IS A 8 CM (3.25 IN) ALUMINUM MARION COUNTY SURVEYOR DISK
 AJ8171'ATTACHED TO A 6 CM
 AJ8171'(2.4 IN) ALUMINUM PIPE 76 CM (30 IN) LONG RECESSED 28 CM (11 IN) BELOW
 AJ8171'GROUND.  IT IS 6.3 M (20.8
 AJ8171'FT) WEST FROM THE WEST EDGE OF PAVEMENT OF POWERS CREEK LOOP ROAD NE,
 AJ8171'11.6 M (38.0 FT)
 AJ8171'SOUTH FROM THE SOUTH EDGE OF PAVEMENT, 5.8 M (19.2 FT) EAST FROM THE
 AJ8171'EAST EDGE OF
 AJ8171'PAVEMENT OF HIGHWAY 214, AND 17.7 M (58.0 FT) WEST FROM A FIBERGLASS
 AJ8171'WITNESS POST.
 AJ8171' 
 AJ8171' 
 AJ8171'
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1774 ***********************************************************************
 QD1774  DESIGNATION -  DRAKE BUTTE LOOKOUT TOWER
 QD1774  PID         -  QD1774
 QD1774  STATE/COUNTY-  OR/CROOK
 QD1774  USGS QUAD   -  DRAKE BUTTE (1992)
 QD1774
 QD1774                         *CURRENT SURVEY CONTROL
 QD1774  ___________________________________________________________________
 QD1774* NAD 83(1991)-  44 02 35.22566(N)    120 22 30.68010(W)     ADJUSTED  
 QD1774* NAVD 88     -              **(meters)            **(feet)            
 QD1774  ___________________________________________________________________
 QD1774  LAPLACE CORR-           2.20  (seconds)                    DEFLEC99
 QD1774  GEOID HEIGHT-         -19.35  (meters)                     GEOID03
 QD1774  HORZ ORDER  -  THIRD
 QD1774
 QD1774.The horizontal coordinates were established by classical geodetic methods
 QD1774.and adjusted by the National Geodetic Survey in October 1991.
 QD1774
 QD1774
 QD1774.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1774
 QD1774.The geoid height was determined by GEOID03.
 QD1774
 QD1774;                    North         East     Units Scale Factor Converg.
 QD1774;SPC OR S     -   264,002.147 1,510,003.478   MT  1.00001124   +0 05 07.4
 QD1774;SPC OR S     -   866,148.78  4,954,079.65   iFT  1.00001124   +0 05 07.4
 QD1774;UTM  10      - 4,880,011.816   710,291.996   MT  1.00014393   +1 49 31.6
 QD1774
 QD1774                          SUPERSEDED SURVEY CONTROL
 QD1774
 QD1774  NAD 83(1986)-  44 02 35.23514(N)    120 22 30.68135(W) AD(       ) 4
 QD1774  NAD 27      -  44 02 35.75800(N)    120 22 26.70500(W) AD(       ) 3
 QD1774
 QD1774.Superseded values are not recommended for survey control.
 QD1774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1774.See file dsdata.txt to determine how the superseded data were derived.
 QD1774
 QD1774_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGP1029280012(NAD 83)
 QD1774
 QD1774  HISTORY     - Date     Condition        Report By
 QD1774  HISTORY     - 1932     MONUMENTED       USFS
 QD1774  HISTORY     - 1936     SEE DESCRIPTION  USFS
 QD1774
 QD1774                          STATION DESCRIPTION
 QD1774
 QD1774'DESCRIBED BY US FOREST SERVICE 1936
 QD1774'STATION IS ON THE SUMMIT OF DRAKE BUTTE, A PEAK IN THE MAURY
 QD1774'MOUNTAINS ABOUT 10 MILES SE OF POST.  THE INTERSECTED STATION IS
 QD1774'THE CENTER OF THE 45-FOOT WOOD LOOKOUT TOWER WITH OBSERVATORY
 QD1774'TOP, BUILT BY THE U.S. FOREST SERVICE IN 1929.  FOREST ROADS
 QD1774'LEAD TO THE STATION.  A REFERENCE MARK CONSISTING OF A
 QD1774'U.S.F.S. DISK IS SET IN CONCRETE 2.33 METERS (7.66 FEET) DUE N
 QD1774'OF THE CENTER OF THE FIREFINDER IN THE TOWER.
 QD1774'
 QD1774'ORIGINALLY DETERMINED BY JOHNSON OF U.S.C. AND G.S.  FOREST
 QD1774'SERVICE MADE SOME ADDITIONAL CUTS ON IT IN 1935.  OK IN 1936.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0764 ***********************************************************************
 NY0764  DESIGNATION -  DRAKE PEAK CAIRN
 NY0764  PID         -  NY0764
 NY0764  STATE/COUNTY-  OR/LAKE
 NY0764  USGS QUAD   -  DRAKE PEAK (1968)
 NY0764
 NY0764                         *CURRENT SURVEY CONTROL
 NY0764  ___________________________________________________________________
 NY0764* NAD 83(1991)-  42 18 00.35439(N)    120 07 25.58148(W)     ADJUSTED  
 NY0764* NAVD 88     -              **(meters)            **(feet)            
 NY0764  ___________________________________________________________________
 NY0764  LAPLACE CORR-          -3.96  (seconds)                    DEFLEC99
 NY0764  GEOID HEIGHT-         -20.43  (meters)                     GEOID03
 NY0764  HORZ ORDER  -  THIRD
 NY0764
 NY0764.The horizontal coordinates were established by classical geodetic methods
 NY0764.and adjusted by the National Geodetic Survey in October 1991.
 NY0764
 NY0764
 NY0764.The Laplace correction was computed from DEFLEC99 derived deflections.
 NY0764
 NY0764.The geoid height was determined by GEOID03.
 NY0764
 NY0764;                    North         East     Units Scale Factor Converg.
 NY0764;SPC OR S     -    70,434.668 1,531,023.997   MT  1.00000853   +0 15 26.6
 NY0764;SPC OR S     -   231,084.87  5,023,044.61   iFT  1.00000853   +0 15 26.6
 NY0764;UTM  10      - 4,687,103.497   737,089.357   MT  1.00029168   +1 56 11.9
 NY0764
 NY0764                          SUPERSEDED SURVEY CONTROL
 NY0764
 NY0764  NAD 83(1986)-  42 18 00.35777(N)    120 07 25.58061(W) AD(       ) 4
 NY0764  NAD 27      -  42 18 00.77800(N)    120 07 21.73900(W) AD(       ) 3
 NY0764
 NY0764.Superseded values are not recommended for survey control.
 NY0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0764.See file dsdata.txt to determine how the superseded data were derived.
 NY0764
 NY0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGM3708987103(NAD 83)
 NY0764
 NY0764  HISTORY     - Date     Condition        Report By
 NY0764  HISTORY     - UNK      MONUMENTED       USGS
 NY0764  HISTORY     - 1936     SEE DESCRIPTION  USFS
 NY0764
 NY0764                          STATION DESCRIPTION
 NY0764
 NY0764'DESCRIBED BY US FOREST SERVICE 1936
 NY0764'THIS INTERSECTION STATION IS ON THE SUMMIT OF DRAKE PEAK, WHICH
 NY0764'IS SITUATED ABOUT 14 MILES AIRLINE NE OF LAKEVIEW, AND ABOUT 2
 NY0764'MILES E OF DRAKE PEAK LOOKOUT HOUSE, WHICH IS NOT ON THE HIGHEST
 NY0764'POINT.  STATION MARKED BY A CAIRN IN GOOD CONDITION.
 NY0764'
 NY0764'FROM LAKEVIEW PROCEED N ON FREMONT HIGHWAY ABOUT 5 MILES.  TURN
 NY0764'E ON WARNER VALLEY ROAD 8 MILES TO BULL PRAIRIE ROAD, THENCE N
 NY0764'13 MILES TO DRAKE PEAK LOOKOUT HOUSE.  SECURE FURTHER DIRECTIONS
 NY0764'AT THIS POINT.  STATION DRAKE IS ABOUT 0.5 MILE NE OF LOOKOUT,
 NY0764'WHILE THE CAIRN IS ABOUT 2 MILES ALMOST DUE E.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0769 ***********************************************************************
 NY0769  DESIGNATION -  DRAKE PEAK LOOKOUT HOUSE
 NY0769  PID         -  NY0769
 NY0769  STATE/COUNTY-  OR/LAKE
 NY0769  USGS QUAD   -  CROOK PEAK (1968)
 NY0769
 NY0769                         *CURRENT SURVEY CONTROL
 NY0769  ___________________________________________________________________
 NY0769* NAD 83(1991)-  42 18 01.83803(N)    120 09 28.55536(W)     ADJUSTED  
 NY0769* NAVD 88     -      2507.     (meters)    8225.     (feet)  SCALED    
 NY0769  ___________________________________________________________________
 NY0769  LAPLACE CORR-           2.68  (seconds)                    DEFLEC99
 NY0769  GEOID HEIGHT-         -20.44  (meters)                     GEOID03
 NY0769  HORZ ORDER  -  THIRD
 NY0769
 NY0769.The horizontal coordinates were established by classical geodetic methods
 NY0769.and adjusted by the National Geodetic Survey in October 1991.
 NY0769
 NY0769.The orthometric height was scaled from a topographic map.
 NY0769
 NY0769.The Laplace correction was computed from DEFLEC99 derived deflections.
 NY0769
 NY0769.The geoid height was determined by GEOID03.
 NY0769
 NY0769;                    North         East     Units Scale Factor Converg.
 NY0769;SPC OR S     -    70,468.367 1,528,207.016   MT  1.00000843   +0 14 02.5
 NY0769;SPC OR S     -   231,195.43  5,013,802.55   iFT  1.00000843   +0 14 02.5
 NY0769;UTM  10      - 4,687,054.609   734,271.823   MT  1.00027534   +1 54 49.1
 NY0769
 NY0769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NY0769!SPC OR S     -   0.99961011  x   1.00000843  =   0.99961854
 NY0769!UTM  10      -   0.99961011  x   1.00027534  =   0.99988534
 NY0769
 NY0769|---------------------------------------------------------------------|
 NY0769| PID    Reference Object                     Distance      Geod. Az  |
 NY0769|                                                           dddmmss.s |
 NY0769| CD6436 DRAKE PEAK DISK                                    10256     |
 NY0769| NY0807 COUGAR PEAK LOOKOUT HOUSE           APPROX.39.0 KM 2711311.9 |
 NY0769| NY0774 ABERT RIM LOOKOUT TOWER             APPROX.11.6 KM 3271558.2 |
 NY0769|---------------------------------------------------------------------|
 NY0769
 NY0769                          SUPERSEDED SURVEY CONTROL
 NY0769
 NY0769  NAD 83(1986)-  42 18 01.84232(N)    120 09 28.55308(W) AD(       ) 3
 NY0769  NAD 27      -  42 18 02.24500(N)    120 09 24.76600(W) AD(       ) 3
 NY0769
 NY0769.Superseded values are not recommended for survey control.
 NY0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0769.See file dsdata.txt to determine how the superseded data were derived.
 NY0769
 NY0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGM3427287055(NAD 83)
 NY0769
 NY0769  HISTORY     - Date     Condition        Report By
 NY0769  HISTORY     - 1935     MONUMENTED       USFS
 NY0769  HISTORY     - 1948     SEE DESCRIPTION  CGS
 NY0769
 NY0769                          STATION DESCRIPTION
 NY0769
 NY0769'DESCRIBED BY US FOREST SERVICE 1935 (NS)
 NY0769'ON WESTERN SUMMIT OF DRAKE PEAK, SITUATED ABOUT 12 MILES AIR LINE
 NY0769'NE OF LAKEVIEW.  STATION IS CENTER OF U.S.F.S. DRAKE PEAK LOOKOUT
 NY0769'HOUSE, SITTING ON GROUND, AND BUILT IN 1928.
 NY0769'
 NY0769'REFERENCE MARK CONSISTS OF STATION DRAKE PEAK (U.S.F.S.), A DISK
 NY0769'IN BURIED BOULDER, 7.183 METERS (23.57 FEET) W OF CENTER OF LOOKOUT
 NY0769'IN AZIMUTH 102 DEG 18 MIN.
 NY0769'
 NY0769'DRAKE PEAK LOOKOUT HOUSE INTERSECTED BY U.S.C. AND G.S. IN 1920
 NY0769'HAS BEEN DISMANTLED.  ITS CENTER WAS 10.97 METERS (36 FEET) E OF
 NY0769'NEW HOUSE IN AZIMUTH 266 DEG 05 MIN, DETERMINED BY THE FIRE-FINDER.
 NY0769'
 NY0769'STATION IS REACHED FROM LAKEVIEW BY DRIVING N ABOUT 5 MILES ON
 NY0769'FREMONT HIGHWAY (U.S. HIGHWAY 395) TO JUNCTION WITH WARNER VALLEY
 NY0769'ROAD, THENCE E ABOUT 8 MILES ON WARNER VALLEY ROAD TO BULL PRAIRIE
 NY0769'ROAD, THENCE N AND E 13 MILES BY FOREST ROADS TO STATION.
 NY0769
 NY0769                          STATION RECOVERY (1948)
 NY0769
 NY0769'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MTP)
 NY0769'THIS IS AN INTERSECTION STATION.
 NY0769'
 NY0769'LOCATED ON THE WESTERN SUMMIT OF DRAKE PEAK, ABOUT 12 MILES,
 NY0769'AIRLINE, NORTH OF LAKEVIEW.  THE PRESENT LOOKOUT HOUSE IS OF WOODEN
 NY0769'CONSTRUCTION BUILT ON THE GROUND.  IT IS ABOUT 12 FEET SQUARE AND
 NY0769'15 FEET HIGH.
 NY0769'
 NY0769'THIS LOOKOUT HOUSE WILL BE DISMANTLED IN THE NEAR FUTURE AND A
 NY0769'NEW BUILDING WILL BE ERECTED ON A FOUNDATION TO THE EAST OF THE
 NY0769'PRESENT LOCATION, A DISTANCE OF APPROXIMATELY 14 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0772 ***********************************************************************
 NY0772  DESIGNATION -  DRAKE RM 3
 NY0772  PID         -  NY0772
 NY0772  STATE/COUNTY-  OR/LAKE
 NY0772  USGS QUAD   -  CROOK PEAK (1968)
 NY0772
 NY0772                         *CURRENT SURVEY CONTROL
 NY0772  ___________________________________________________________________
 NY0772* NAD 83(1991)-  42 18 12.46372(N)    120 08 54.96995(W)     ADJUSTED  
 NY0772* NAVD 88     -      2536.     (meters)    8320.     (feet)  SCALED    
 NY0772  ___________________________________________________________________
 NY0772  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 NY0772  GEOID HEIGHT-         -20.43  (meters)                     GEOID03
 NY0772  HORZ ORDER  -  THIRD
 NY0772
 NY0772.The horizontal coordinates were established by classical geodetic methods
 NY0772.and adjusted by the National Geodetic Survey in October 1991.
 NY0772
 NY0772.The orthometric height was scaled from a topographic map.
 NY0772
 NY0772.The Laplace correction was computed from DEFLEC99 derived deflections.
 NY0772
 NY0772.The geoid height was determined by GEOID03.
 NY0772
 NY0772;                    North         East     Units Scale Factor Converg.
 NY0772;SPC OR S     -    70,799.410 1,528,974.931   MT  1.00000766   +0 14 25.5
 NY0772;SPC OR S     -   232,281.53  5,016,321.95   iFT  1.00000766   +0 14 25.5
 NY0772;UTM  10      - 4,687,408.114   735,029.909   MT  1.00027972   +1 55 12.1
 NY0772
 NY0772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NY0772!SPC OR S     -   0.99960556  x   1.00000766  =   0.99961322
 NY0772!UTM  10      -   0.99960556  x   1.00027972  =   0.99988517
 NY0772
 NY0772:                Primary Azimuth Mark                     Grid Az
 NY0772:SPC OR S     -  FISH                                     106 56 33.4
 NY0772:UTM  10      -  FISH                                     105 15 46.8
 NY0772
 NY0772|---------------------------------------------------------------------|
 NY0772| PID    Reference Object                     Distance      Geod. Az  |
 NY0772|                                                           dddmmss.s |
 NY0772| NX0290 FISH                                APPROX.21.8 KM 1071058.9 |
 NY0772| NY0765 DRAKE                                25.489 METERS 32548     |
 NY0772|---------------------------------------------------------------------|
 NY0772
 NY0772                          SUPERSEDED SURVEY CONTROL
 NY0772
 NY0772  NAD 83(1986)-  42 18 12.46782(N)    120 08 54.96821(W) AD(       ) 3
 NY0772
 NY0772.Superseded values are not recommended for survey control.
 NY0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0772.See file dsdata.txt to determine how the superseded data were derived.
 NY0772
 NY0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGM3503087408(NAD 83)
 NY0772_MARKER: DR = REFERENCE MARK DISK
 NY0772_SETTING: 0 = UNSPECIFIED SETTING
 NY0772_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NY0772
 NY0772  HISTORY     - Date     Condition        Report By
 NY0772  HISTORY     - 1971     MONUMENTED       USGS
 NY0772
 NY0772                          STATION DESCRIPTION
 NY0772
 NY0772'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 NY0772'REFERENCE MARK NO. 3--A STANDARD USGS REFERENCE TABLET STAMPED DRAKE
 NY0772'NO 3 1920 1971 SET IN A CONC. POST (POURED IN PLACE).
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1378 ***********************************************************************
 OA1378  DESIGNATION -  DREDGE
 OA1378  PID         -  OA1378
 OA1378  STATE/COUNTY-  OR/COOS
 OA1378  USGS QUAD   -  NORTH BEND (1971)
 OA1378
 OA1378                         *CURRENT SURVEY CONTROL
 OA1378  ___________________________________________________________________
 OA1378* NAD 83(1991)-  43 23 08.88926(N)    124 12 54.36496(W)     ADJUSTED  
 OA1378* NAVD 88     -         3.6    (meters)      12.     (feet)  VERTCON   
 OA1378  ___________________________________________________________________
 OA1378  LAPLACE CORR-          15.84  (seconds)                    DEFLEC99
 OA1378  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 OA1378  HORZ ORDER  -  THIRD
 OA1378
 OA1378.The horizontal coordinates were established by classical geodetic methods
 OA1378.and adjusted by the National Geodetic Survey in October 1991.
 OA1378
 OA1378.The NAVD 88 height was computed by applying the VERTCON shift value to
 OA1378.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OA1378
 OA1378.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1378
 OA1378.The geoid height was determined by GEOID03.
 OA1378
 OA1378;                    North         East     Units Scale Factor Converg.
 OA1378;SPC OR S     -   197,641.727 1,199,097.530   MT  0.99990178   -2 32 30.0
 OA1378;SPC OR S     -   648,430.86  3,934,047.01   iFT  0.99990178   -2 32 30.0
 OA1378;UTM  10      - 4,804,375.889   401,580.570   MT  0.99971915   -0 50 05.0
 OA1378
 OA1378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1378!SPC OR S     -   1.00000345  x   0.99990178  =   0.99990523
 OA1378!UTM  10      -   1.00000345  x   0.99971915  =   0.99972260
 OA1378
 OA1378:                Primary Azimuth Mark                     Grid Az
 OA1378:SPC OR S     -  MARSHFIELD HILL                          183 01 17.3
 OA1378:UTM  10      -  MARSHFIELD HILL                          181 18 52.3
 OA1378
 OA1378|---------------------------------------------------------------------|
 OA1378| PID    Reference Object                     Distance      Geod. Az  |
 OA1378|                                                           dddmmss.s |
 OA1378| OA1246 MARSHFIELD HILL                     APPROX. 1.4 KM 1802847.3 |
 OA1378|---------------------------------------------------------------------|
 OA1378
 OA1378                          SUPERSEDED SURVEY CONTROL
 OA1378
 OA1378  NAD 83(1986)-  43 23 08.88626(N)    124 12 54.41116(W) AD(       ) 3
 OA1378  NAD 27      -  43 23 09.48232(N)    124 12 50.01246(W) AD(       ) 3
 OA1378  NGVD 29 (07/19/86)    2.5    (m)            8.     (f) VERT ANG    3  
 OA1378
 OA1378.Superseded values are not recommended for survey control.
 OA1378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1378.See file dsdata.txt to determine how the superseded data were derived.
 OA1378
 OA1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP0158104376(NAD 83)
 OA1378
 OA1378  HISTORY     - Date     Condition        Report By
 OA1378  HISTORY     - 1945     MONUMENTED       USE
 OA1378  HISTORY     - 1965     SEE DESCRIPTION  CGS
 OA1378
 OA1378                          STATION DESCRIPTION
 OA1378
 OA1378'DESCRIBED BY US ENGINEERS 1945 (KGC)
 OA1378'THE STATION IS ON THE W SIDE OF COOS BAY, ABOUT 1.2 MILES SSE
 OA1378'OF NORTH BEND, 0.3 MILE NE OF THE UNION OIL COMPANY DOCK,
 OA1378'AND 0.2 MILE E OF THE W SHORELINE.  IT IS ON TOP OF AN OLD
 OA1378'DREDGE FILL.
 OA1378'
 OA1378'STATION IS MARKED BY A 2-INCH IRON PIPE 6 FEET LONG.  THE
 OA1378'PIPE PROJECTS 1 FOOT ABOVE THE GROUND.
 OA1378
 OA1378                          STATION RECOVERY (1965)
 OA1378
 OA1378'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (HJS)
 OA1378'THE STATION WAS RECOVERED AS DESCRIBED.  IT WAS REMARKED AT THIS
 OA1378'TIME.
 OA1378'
 OA1378'A CORPS OF ENGINEERS DISK WAS CEMENTED IN THE TOP OF THE IRON
 OA1378'PIPE.  IT IS STAMPED DREDGE.  A WHITE WOODEN DREDGING BEACON IS
 OA1378'OVER THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0905 ***********************************************************************
 NY0905  DESIGNATION -  DREW
 NY0905  PID         -  NY0905
 NY0905  STATE/COUNTY-  OR/KLAMATH
 NY0905  USGS QUAD   -  SPRAGUE RIVER EAST (1988)
 NY0905
 NY0905                         *CURRENT SURVEY CONTROL
 NY0905  ___________________________________________________________________
 NY0905* NAD 83(1991)-  42 26 31.60985(N)    121 23 56.92653(W)     ADJUSTED  
 NY0905* NAVD 88     -      1313.3    (meters)    4309.     (feet)  VERTCON   
 NY0905  ___________________________________________________________________
 NY0905  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 NY0905  GEOID HEIGHT-         -21.95  (meters)                     GEOID03
 NY0905  HORZ ORDER  -  THIRD
 NY0905
 NY0905.The horizontal coordinates were established by classical geodetic methods
 NY0905.and adjusted by the National Geodetic Survey in October 1991.
 NY0905
 NY0905.The NAVD 88 height was computed by applying the VERTCON shift value to
 NY0905.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NY0905
 NY0905.The Laplace correction was computed from DEFLEC99 derived deflections.
 NY0905
 NY0905.The geoid height was determined by GEOID03.
 NY0905
 NY0905;                    North         East     Units Scale Factor Converg.
 NY0905;SPC OR S     -    86,537.089 1,426,026.247   MT  0.99997438   -0 36 54.5
 NY0905;SPC OR S     -   283,914.33  4,678,563.80   iFT  0.99997438   -0 36 54.5
 NY0905;UTM  10      - 4,700,106.918   631,658.780   MT  0.99981327   +1 04 49.7
 NY0905
 NY0905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NY0905!SPC OR S     -   0.99979751  x   0.99997438  =   0.99977190
 NY0905!UTM  10      -   0.99979751  x   0.99981327  =   0.99961082
 NY0905
 NY0905|---------------------------------------------------------------------|
 NY0905| PID    Reference Object                     Distance      Geod. Az  |
 NY0905|                                                           dddmmss.s |
 NY0905| NY0309 T 350                                 5.354 METERS 07537     |
 NY0905| CD6439 DREW AZ MK                                         2681538.6 |
 NY0905| CD6440 DREW RM 2                                          28008     |
 NY0905|---------------------------------------------------------------------|
 NY0905
 NY0905                          SUPERSEDED SURVEY CONTROL
 NY0905
 NY0905  NAD 83(1986)-  42 26 31.61301(N)    121 23 56.92980(W) AD(       ) 3
 NY0905  NAD 27      -  42 26 32.08600(N)    121 23 52.90300(W) AD(       ) 3
 NY0905  NGVD 29 (07/19/86) 1312.2    (m)         4305.     (f) VERT ANG    3  
 NY0905
 NY0905.Superseded values are not recommended for survey control.
 NY0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0905.See file dsdata.txt to determine how the superseded data were derived.
 NY0905
 NY0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFN3165900107(NAD 83)
 NY0905_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NY0905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0905
 NY0905  HISTORY     - Date     Condition        Report By
 NY0905  HISTORY     - 1948     MONUMENTED       CGS
 NY0905  HISTORY     - 1957     SEE DESCRIPTION  USGS
 NY0905
 NY0905                          STATION DESCRIPTION
 NY0905
 NY0905'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MTP)
 NY0905'THE STATION IS LOCATED ALONG THE SPRAGUE RIVER HIGHWAY ABOUT
 NY0905'5 MILES EAST OF SPRAGUE RIVER AND ABOUT 4 MILES NORTHWEST OF
 NY0905'THE SPRAGUE RIVER JUNCTION ON STATE HIGHWAY 66, AT THE
 NY0905'DRIVEWAY TO THE CHARLES E. DREW RANCH.  THE STATION MARK IS
 NY0905'A STANDARD DISK SET IN A 12X12 INCH CONCRETE BLOCK PROJECTING
 NY0905'5 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 8.4 FEET EAST
 NY0905'OF A WHITE WITNESS POST, 33 FEET EAST OF THE DRIVEWAY
 NY0905'TO THE DREW SPRAGUE RIVER RANCH AND 38 FEET NORTH OF THE
 NY0905'CENTERLINE OF GRAVEL ROAD.  THE MARK IS STAMPED DREW 1948.
 NY0905'
 NY0905'REFERENCE MARK NO. 1 IS A USC AND GS BENCH MARK SET IN A
 NY0905'8X8 INCH CONCRETE BLOCK PROJECTING 3 INCHES ABOVE THE SURFACE
 NY0905'OF THE GROUND.  THE MARK IS 1 FOOT NORTH OF AN EAST-WEST
 NY0905'FENCELINE, 1 FOOT SOUTH OF A USBM WITNESS POST AND 42 FEET
 NY0905'NORTH OF THE CENTERLINE OF GRAVEL ROAD.  THE MARK IS STAMPED
 NY0905'T 350 1943.
 NY0905'
 NY0905'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A 12X12 INCH
 NY0905'CONCRETE BLOCK PROJECTING 2 INCHES ABOVE THE SURFACE OF THE
 NY0905'GROUND.  THE MARK IS 1 FOOT SOUTH OF AN EAST-WEST FENCELINE,
 NY0905'AND 40 FEET NORTH OF THE CENTERLINE OF GRAVEL ROAD.  THE
 NY0905'MARK IS STAMPED DREW NO. 2 1948.
 NY0905'
 NY0905'THE AZIMUTH MARK IS A STANDARD DISK SET IN A 1 1/2X1 FOOT
 NY0905'BOULDER PROJECTING 8 INCHES ABOVE THE SURFACE OF THE
 NY0905'GROUND.  THE MARK IS 1 FOOT SOUTH OF AN EAST-WEST FENCELINE,
 NY0905'5 FEET EAST OF A WHITE WITNESS POST AND 40 FEET SOUTH OF
 NY0905'THE CENTERLINE OF GRAVEL ROAD.  THE MARK IS STAMPED DREW 1948.
 NY0905'
 NY0905'THE AZIMUTH MARK IS REACHED FROM THE STATION MARK BY GOING
 NY0905'WEST ON GRAVEL ROAD FOR 0.4 MILE TO THE MARK ON THE LEFT.
 NY0905'
 NY0905'TO REACH FROM BEATTY GO WEST ON STATE HIGHWAY 66 FOR 4.9
 NY0905'MILES TO A SIDE ROAD RIGHT, AT MILE POST 35.2.  TURN RIGHT
 NY0905'AS PER SIGN SPRAGUE RIVER AND GO NORTHWEST ON GRAVEL ROAD FOR
 NY0905'3.8 MILES TO STATION SITE ON RIGHT NEAR ENTRANCE TO DREW
 NY0905'SPRAGUE RIVER RANCH.
 NY0905
 NY0905                          STATION RECOVERY (1957)
 NY0905
 NY0905'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 NY0905'THE STATION MARK AND CONCRETE POST HAVE BEEN TORN OUT.  BOTH
 NY0905'REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0937 ***********************************************************************
 QC0937  DESIGNATION -  DREW
 QC0937  PID         -  QC0937
 QC0937  STATE/COUNTY-  OR/GRANT
 QC0937  USGS QUAD   -  MEADOW BROOK SUMMIT (1995)
 QC0937
 QC0937                         *CURRENT SURVEY CONTROL
 QC0937  ___________________________________________________________________
 QC0937* NAD 83(1991)-  44 53 40.94602(N)    119 05 19.29737(W)     ADJUSTED  
 QC0937* NAVD 88     -      1205.2    (meters)    3954.     (feet)  VERTCON   
 QC0937  ___________________________________________________________________
 QC0937  LAPLACE CORR-           8.20  (seconds)                    DEFLEC99
 QC0937  GEOID HEIGHT-         -18.55  (meters)                     GEOID03
 QC0937  HORZ ORDER  -  SECOND
 QC0937
 QC0937.The horizontal coordinates were established by classical geodetic methods
 QC0937.and adjusted by the National Geodetic Survey in October 1991.
 QC0937
 QC0937.The NAVD 88 height was computed by applying the VERTCON shift value to
 QC0937.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QC0937
 QC0937.The Laplace correction was computed from DEFLEC99 derived deflections.
 QC0937
 QC0937.The geoid height was determined by GEOID03.
 QC0937
 QC0937;                    North         East     Units Scale Factor Converg.
 QC0937;SPC OR N     -   137,435.093 2,611,464.500   MT  0.99990596   +1 00 03.2
 QC0937;SPC OR N     -   450,902.54  8,567,796.92   iFT  0.99990596   +1 00 03.2
 QC0937;UTM  11      - 4,973,376.006   335,077.568   MT  0.99993447   -1 28 28.4
 QC0937
 QC0937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QC0937!SPC OR N     -   0.99981398  x   0.99990596  =   0.99971996
 QC0937!UTM  11      -   0.99981398  x   0.99993447  =   0.99974847
 QC0937
 QC0937|---------------------------------------------------------------------|
 QC0937| PID    Reference Object                     Distance      Geod. Az  |
 QC0937|                                                           dddmmss.s |
 QC0937| CD6437 DREW RM 1                             4.285 METERS 15158     |
 QC0937| CD6438 DREW RM 2                             4.719 METERS 26925     |
 QC0937| QC0935 HELM                                APPROX. 1.0 KM 3322214.1 |
 QC0937|---------------------------------------------------------------------|
 QC0937
 QC0937                          SUPERSEDED SURVEY CONTROL
 QC0937
 QC0937  NAD 83(1986)-  44 53 40.95308(N)    119 05 19.29304(W) AD(       ) 2
 QC0937  NAD 27      -  44 53 41.40500(N)    119 05 15.37500(W) AD(       ) 2
 QC0937  NGVD 29 (07/19/86) 1204.0    (m)         3950.     (f) VERT ANG    3  
 QC0937
 QC0937.Superseded values are not recommended for survey control.
 QC0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0937.See file dsdata.txt to determine how the superseded data were derived.
 QC0937
 QC0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK3507873376(NAD 83)
 QC0937_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QC0937_SETTING: 66 = SET IN ROCK OUTCROP
 QC0937
 QC0937  HISTORY     - Date     Condition        Report By
 QC0937  HISTORY     - 1946     MONUMENTED       CGS
 QC0937
 QC0937                          STATION DESCRIPTION
 QC0937
 QC0937'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 QC0937'STATION IS LOCATED ABOUT 12 MILES AIRLINE NORTH OF LONG CREEK, 2.5
 QC0937'MILES AIRLINE EAST OF RITTER AND 1.75 MILES AIRLINE NORTH OF THE
 QC0937'MIDDLE FORK OF THE JOHN DAY RIVER.  IT IS ON THE WESTERLY END OF
 QC0937'A PROMINENT RIDGE WHICH FORMS THE DIVIDE BETWEEN TWELVEMILE CREEK
 QC0937'AND THE MIDDLE FORK OF THE JOHN DAY RIVER.
 QC0937'
 QC0937'STATION MARK IS A STANDARD BRONZE DISK STAMPED DREW 1946, IS SET
 QC0937'IN BEDROCK OUTCROP WHICH PROJECTS 6 INCHES.  IT IS 100 FEET SOUTH OF
 QC0937'AN EAST-WEST WIRE FENCE.
 QC0937'
 QC0937'REFERENCE MARK NO.1 IS A STANDARD BRONZE DISK STAMPED DREW NO 1
 QC0937'1946, IS SET IN BEDROCK OUTCROP WHICH PROJECTS 5 FEET FROM EDGE OF
 QC0937'RIM AND IS SOUTHEAST OF STATION.
 QC0937'
 QC0937'REFERENCE MARK NO.2 IS A STANDARD BRONZE DISK STAMPED DREW NO 2
 QC0937'1946, IS SET IN BEDROCK OUTCROP WHICH PROJECTS 18 INCHES AND IS
 QC0937'WEST OF STATION.
 QC0937'
 QC0937'TO REACH STATION FROM P.O. IN RITTER.  GO SOUTH ON MAIN ROAD 0.25
 QC0937'MILE TO FORK OF ROAD JUST BEFORE REACHING BARN.  TAKE LEFT FORK
 QC0937'0.2 MILE TO FORK AT BANK OF RIVER.  TAKE LEFT FORK, CROSS BRIDGE
 QC0937'AND FOLLOW MAIN ROAD 1.65 MILE TO ROAD RIGHT AT SCHOOL
 QC0937'HOUSE.  TURN RIGHT AND FOLLOW MAIN ROAD 2.15 MILES TO THE HELMICK
 QC0937'RANCH.  CONTINUE ON MAIN ROAD, WHICH IS SOUTH OF HOUSE, 0.3 MILE
 QC0937'TO WOODEN GATE.  PASS THROUGH GATE AND GO 0.35 MILE TO DIM ROAD
 QC0937'RIGHT AT WIRE CORRAL.  TURN RIGHT DOWN HILL, CROSS STREAM, THENCE
 QC0937'UP HILL 0.05 MILE TO WOODEN ARCH.  PASS THROUGH ARCH AND GO
 QC0937'0.05 MILE TO GATE.  PASS THROUGH GATE, FOLLOW FIELD ROAD
 QC0937'SOUTHERLY 0.25 MILE TO GATE.  PASS THROUGH GATE AND GO SOUTHWEST
 QC0937'0.2 MILE TO FOOT OF RIDGE AND END OF TRUCK TRAVEL.  FROM END OF
 QC0937'TRUCK TRAVEL PACK SOUTHWEST UP STEEP RIDGE APPROXIMATELY 0.4
 QC0937'MILE TO HIGHEST POINT AND STATION SITE.  A 20 MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AA5133 ***********************************************************************
 AA5133  DESIGNATION -  DREW
 AA5133  PID         -  AA5133
 AA5133  STATE/COUNTY-  OR/DOUGLAS
 AA5133  USGS QUAD   -  RICHTER MOUNTAIN (1989)
 AA5133
 AA5133                         *CURRENT SURVEY CONTROL
 AA5133  ___________________________________________________________________
 AA5133* NAD 83(2007)-  42 52 10.89380(N)    122 52 59.83649(W)     ADJUSTED  
 AA5133* NAVD 88     -       441.0    (meters)    1447.     (feet)  GPS OBS   
 AA5133  ___________________________________________________________________
 AA5133  EPOCH DATE  -        2007.00
 AA5133  X           -  -2,542,061.052 (meters)                     COMP
 AA5133  Y           -  -3,931,942.384 (meters)                     COMP
 AA5133  Z           -   4,317,187.363 (meters)                     COMP
 AA5133  LAPLACE CORR-           1.86  (seconds)                    DEFLEC99
 AA5133  ELLIP HEIGHT-         417.321 (meters)          (02/10/07) ADJUSTED
 AA5133  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 AA5133
 AA5133  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA5133  Type    PID    Designation                      North   East  Ellip
 AA5133  -------------------------------------------------------------------
 AA5133  NETWORK AA5133 DREW                              0.88   0.65   2.90
 AA5133  -------------------------------------------------------------------
 AA5133
 AA5133.The horizontal coordinates were established by GPS observations
 AA5133.and adjusted by the National Geodetic Survey in February 2007.
 AA5133
 AA5133.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA5133.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA5133.The horizontal coordinates are valid at the epoch date displayed above.
 AA5133.The epoch date for horizontal control is a decimal equivalence
 AA5133.of Year/Month/Day.
 AA5133
 AA5133.The orthometric height was determined by GPS observations and a
 AA5133.high-resolution geoid model.
 AA5133
 AA5133.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5133
 AA5133.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5133
 AA5133.The ellipsoidal height was determined by GPS observations
 AA5133.and is referenced to NAD 83.
 AA5133
 AA5133.The geoid height was determined by GEOID03.
 AA5133
 AA5133;                    North         East     Units Scale Factor Converg.
 AA5133;SPC OR S     -   136,405.606 1,305,298.406   MT  0.99990814   -1 37 49.9
 AA5133;SPC OR S     -   447,524.95  4,282,475.09   iFT  0.99990814   -1 37 49.9
 AA5133;UTM  10      - 4,746,351.165   509,533.088   MT  0.99960112   +0 04 45.9
 AA5133
 AA5133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5133!SPC OR S     -   0.99993456  x   0.99990814  =   0.99984270
 AA5133!UTM  10      -   0.99993456  x   0.99960112  =   0.99953570
 AA5133
 AA5133                          SUPERSEDED SURVEY CONTROL
 AA5133
 AA5133  NAD 83(1998)-  42 52 10.89119(N)    122 52 59.83567(W) AD(       ) B
 AA5133  ELLIP H (07/03/01)  417.345  (m)                       GP(       ) 5 1
 AA5133  NAD 83(1998)-  42 52 10.88903(N)    122 52 59.83416(W) AD(       ) B
 AA5133  ELLIP H (05/25/95)  417.528  (m)                       GP(       ) 1 1
 AA5133
 AA5133.Superseded values are not recommended for survey control.
 AA5133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5133.See file dsdata.txt to determine how the superseded data were derived.
 AA5133
 AA5133_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN0953346351(NAD 83)
 AA5133_MARKER: DD = SURVEY DISK
 AA5133_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AA5133_MARK LOGO: NGS   
 AA5133_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5133_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA5133_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5133+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5133
 AA5133  HISTORY     - Date     Condition        Report By
 AA5133  HISTORY     - 1993     MONUMENTED       DOUGCS
 AA5133
 AA5133                          STATION DESCRIPTION
 AA5133
 AA5133'DESCRIBED BY DOUGLAS COUNTY SURVEYOR 1993 (RWS)
 AA5133'STATION IS A STANDARD NGS BRASS TABLET SET FLUSH IN A CONCRETE FILLED
 AA5133'BELL TILE 8 INS. DIAM., 42 INS. LONG, SET 42 INS. IN THE GROUND.
 AA5133'STATION IS LOCATED 10.67 M (35.01 FT) NE OF THE CENTERLINE OF THE
 AA5133'TILLER - TRAIL HIGHWAY ( STATE HIGHWAY 227 ), 29.26 M (96.00 FT) SE OF
 AA5133'THE CENTERLINE OF A PRIVATE DRIVE WITH SIGN MARKED "34620", 0.61 M
 AA5133'(2.00 FT) SW OF A WHITE METAL WITNESS POST AND AN ORANGE FIBERGLASS
 AA5133'WITNESS POST-BOTH OF WHICH ARE SET IN A BARBED WIRE FENCE LINE WHICH
 AA5133'BEARS SE AND NW. ADDITIONALLY, THE STATION IS LOCATED 20.94 M (68.70
 AA5133'FT) NW OF A BUREAU OF PUBLIC ROADS BRASS TABLET STAMPED "16-D17 1928",
 AA5133'SET IN AN 8 IN. DIAM. CONCRETE POST AND LOCATED IN THE FENCELINE. FROM
 AA5133'THE DREW STORE, LOCATED ON HIGHWAY 227 IN DREW, OR. PROCEED SE ON
 AA5133'STATE HIGHWAY 227 FOR 1.5 MI (2.4 KM) TO THE STATION MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1860 ***********************************************************************
 RD1860  DESIGNATION -  DRIFT
 RD1860  PID         -  RD1860
 RD1860  STATE/COUNTY-  OR/TILLAMOOK
 RD1860  USGS QUAD   -  NESTUCCA BAY (1985)
 RD1860
 RD1860                         *CURRENT SURVEY CONTROL
 RD1860  ___________________________________________________________________
 RD1860* NAD 83(1991)-  45 11 44.53886(N)    123 58 02.42451(W)     ADJUSTED  
 RD1860* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 RD1860  ___________________________________________________________________
 RD1860  LAPLACE CORR-          19.20  (seconds)                    DEFLEC99
 RD1860  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 RD1860  HORZ ORDER  -  THIRD
 RD1860
 RD1860.The horizontal coordinates were established by classical geodetic methods
 RD1860.and adjusted by the National Geodetic Survey in October 1991.
 RD1860
 RD1860.The orthometric height was scaled from a topographic map.
 RD1860
 RD1860.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1860
 RD1860.The geoid height was determined by GEOID03.
 RD1860
 RD1860;                    North         East     Units Scale Factor Converg.
 RD1860;SPC OR N     -   175,753.859 2,227,655.801   MT  0.99989469   -2 27 32.4
 RD1860;SPC OR N     -   576,620.27  7,308,582.02   iFT  0.99989469   -2 27 32.4
 RD1860;UTM  10      - 5,005,146.256   424,018.809   MT  0.99967098   -0 41 11.0
 RD1860
 RD1860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1860!SPC OR N     -   1.00000297  x   0.99989469  =   0.99989766
 RD1860!UTM  10      -   1.00000297  x   0.99967098  =   0.99967395
 RD1860
 RD1860:                Primary Azimuth Mark                     Grid Az
 RD1860:SPC OR N     -  HORSESHOE DUNE                           138 52 16.6
 RD1860:UTM  10      -  HORSESHOE DUNE                           137 05 55.2
 RD1860
 RD1860|---------------------------------------------------------------------|
 RD1860| PID    Reference Object                     Distance      Geod. Az  |
 RD1860|                                                           dddmmss.s |
 RD1860| RD1884 HORSESHOE DUNE                      APPROX. 0.6 KM 1362444.2 |
 RD1860| RD1873 HAYSTACK ROCK                       APPROX. 2.4 KM 3201144.7 |
 RD1860|---------------------------------------------------------------------|
 RD1860
 RD1860                          SUPERSEDED SURVEY CONTROL
 RD1860
 RD1860  NAD 83(1986)-  45 11 44.57187(N)    123 58 02.43175(W) AD(       ) 3
 RD1860  NAD 27      -  45 11 45.21200(N)    123 57 58.04900(W) AD(       ) 3
 RD1860
 RD1860.Superseded values are not recommended for survey control.
 RD1860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1860.See file dsdata.txt to determine how the superseded data were derived.
 RD1860
 RD1860_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR2401905146(NAD 83)
 RD1860
 RD1860  HISTORY     - Date     Condition        Report By
 RD1860  HISTORY     - 1883     MONUMENTED       CGS
 RD1860  HISTORY     - 1934     SEE DESCRIPTION  CGS
 RD1860
 RD1860                          STATION DESCRIPTION
 RD1860
 RD1860'DESCRIBED BY COAST AND GEODETIC SURVEY 1883 (CR)
 RD1860'STATION IS ON THE OCEAN SHORE N OF THE ENTRANCE TO NESTUGGA BAY AND
 RD1860'110 METERS FROM THE HIGH-WATER LINE.
 RD1860'
 RD1860'THE STATION IS MARKED BY A COPPER TACK IN THE TOP OF A CEDAR POST
 RD1860'2-1/2 FEET LONG BY 6 INCHES IN DIAMETER.
 RD1860
 RD1860                          STATION RECOVERY (1934)
 RD1860
 RD1860'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (LAM)
 RD1860'REPORTED UNDOUBTEDLY LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2555 ***********************************************************************
 QE2555  DESIGNATION -  DRIFT
 QE2555  PID         -  QE2555
 QE2555  STATE/COUNTY-  OR/LINCOLN
 QE2555  USGS QUAD   -  WALDPORT (1984)
 QE2555
 QE2555                         *CURRENT SURVEY CONTROL
 QE2555  ___________________________________________________________________
 QE2555* NAD 83(1991)-  44 26 38.56517(N)    124 04 38.73864(W)     ADJUSTED  
 QE2555* NAVD 88     -        37.     (meters)     121.     (feet)  SCALED    
 QE2555  ___________________________________________________________________
 QE2555  LAPLACE CORR-          17.24  (seconds)                    DEFLEC99
 QE2555  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 QE2555  HORZ ORDER  -  THIRD
 QE2555
 QE2555.The horizontal coordinates were established by classical geodetic methods
 QE2555.and adjusted by the National Geodetic Survey in October 1991.
 QE2555
 QE2555.The orthometric height was scaled from a topographic map.
 QE2555
 QE2555.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2555
 QE2555.The geoid height was determined by GEOID03.
 QE2555
 QE2555;                    North         East     Units Scale Factor Converg.
 QE2555;SPC OR N     -    92,688.796 2,215,317.262   MT  0.99997396   -2 32 13.4
 QE2555;SPC OR N     -   304,097.10  7,268,101.25   iFT  0.99997396   -2 32 13.4
 QE2555;UTM  10      - 4,921,758.444   414,264.961   MT  0.99969039   -0 45 16.1
 QE2555
 QE2555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2555!SPC OR N     -   0.99999796  x   0.99997396  =   0.99997192
 QE2555!UTM  10      -   0.99999796  x   0.99969039  =   0.99968835
 QE2555
 QE2555|---------------------------------------------------------------------|
 QE2555| PID    Reference Object                     Distance      Geod. Az  |
 QE2555|                                                           dddmmss.s |
 QE2555| CE1429 DRIFT WM 1                            8.002 METERS 12146     |
 QE2555| CE1430 DRIFT WM 2                            6.480 METERS 26555     |
 QE2555| QE2542 SMITH                               APPROX. 4.6 KM 3512612.3 |
 QE2555|---------------------------------------------------------------------|
 QE2555
 QE2555                          SUPERSEDED SURVEY CONTROL
 QE2555
 QE2555  NAD 83(1986)-  44 26 38.58270(N)    124 04 38.80320(W) AD(       ) 3
 QE2555  NAD 27      -  44 26 39.05299(N)    124 04 34.39143(W) AD(       ) 3
 QE2555
 QE2555.Superseded values are not recommended for survey control.
 QE2555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2555.See file dsdata.txt to determine how the superseded data were derived.
 QE2555
 QE2555_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ1426521758(NAD 83)
 QE2555
 QE2555  HISTORY     - Date     Condition        Report By
 QE2555  HISTORY     - 1927     MONUMENTED       CGS
 QE2555  HISTORY     - 1934     SEE DESCRIPTION  CGS
 QE2555
 QE2555                          STATION DESCRIPTION
 QE2555
 QE2555'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (GLB)
 QE2555'STATION IS A 2 BY 4 STAKE DRIVEN INTO THE TOP OF THE SAND DUNE,
 QE2555'ABOUT 800 METERS FROM THE BEACH, AND ABOUT 1 MILE S OF THE TRAM
 QE2555'LEADING FROM THE BEACH TO SALMONTOWN.  IT IS THE SECOND HIGH
 QE2555'DUNE BACK FROM THE BEACH.  THERE ARE A FEW SCATTERED FIR TREES ON
 QE2555'TOP OF THIS DUNE.
 QE2555'
 QE2555'WITNESS MARKS ARE TRIANGULAR BLAZES IN 18-INCH FIR TREES, WITH A
 QE2555'20D NAIL AT THE CENTER.
 QE2555
 QE2555                          STATION RECOVERY (1934)
 QE2555
 QE2555'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (LAM)
 QE2555'STATION AND WITNESS MARKS RECOVERED, NEW DESCRIPTION FOLLOWS.
 QE2555'
 QE2555'STATION IS LOCATED ABOUT 0.6 MILE N ALONG THE OREGON COAST
 QE2555'HIGHWAY FROM THE ALSEA BAY N FERRY SLIP, AS USED IN 1934, JUST W
 QE2555'OF THE HIGHWAY AND ABOUT 800 METERS E OF THE BEACH ON THE TOP OF
 QE2555'SECOND HIGH DUNE BACK OF THE OCEAN.  THERE ARE A FEW SCATTERED FIR
 QE2555'TREES ON THE TOP OF THIS DUNE.  THE STATION IS MARKED BY A 2 BY 4
 QE2555'STAKE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1579 ***********************************************************************
 OA1579  DESIGNATION -  DRIFTWOOD RESET
 OA1579  PID         -  OA1579
 OA1579  STATE/COUNTY-  OR/COOS
 OA1579  USGS QUAD   -  CHARLESTON (1970)
 OA1579
 OA1579                         *CURRENT SURVEY CONTROL
 OA1579  ___________________________________________________________________
 OA1579* NAD 83(1991)-  43 22 13.59642(N)    124 17 41.54141(W)     ADJUSTED  
 OA1579* NAVD 88     -        12.     (meters)      39.     (feet)  SCALED    
 OA1579  ___________________________________________________________________
 OA1579  LAPLACE CORR-          17.02  (seconds)                    DEFLEC99
 OA1579  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 OA1579  HORZ ORDER  -  SECOND
 OA1579
 OA1579.The horizontal coordinates were established by classical geodetic methods
 OA1579.and adjusted by the National Geodetic Survey in October 1991.
 OA1579
 OA1579.The orthometric height was scaled from a topographic map.
 OA1579
 OA1579.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1579
 OA1579.The geoid height was determined by GEOID03.
 OA1579
 OA1579;                    North         East     Units Scale Factor Converg.
 OA1579;SPC OR S     -   196,226.936 1,192,563.593   MT  0.99990080   -2 35 46.5
 OA1579;SPC OR S     -   643,789.16  3,912,610.21   iFT  0.99990080   -2 35 46.5
 OA1579;UTM  10      - 4,802,767.376   395,092.806   MT  0.99973538   -0 53 21.4
 OA1579
 OA1579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1579!SPC OR S     -   1.00000220  x   0.99990080  =   0.99990300
 OA1579!UTM  10      -   1.00000220  x   0.99973538  =   0.99973758
 OA1579
 OA1579:                Primary Azimuth Mark                     Grid Az
 OA1579:SPC OR S     -  COOS BAY PULP CORP STACK                 013 36 18.3
 OA1579:UTM  10      -  COOS BAY PULP CORP STACK                 011 53 53.2
 OA1579
 OA1579|---------------------------------------------------------------------|
 OA1579| PID    Reference Object                     Distance      Geod. Az  |
 OA1579|                                                           dddmmss.s |
 OA1579| OA1578 COOS BAY PULP CORP STACK            420.553 METERS 0110031.8 |
 OA1579| CE1431 DRIFTWOOD RM 1                       19.053 METERS 13616     |
 OA1579| OA1589 HUB 20                              APPROX. 2.1 KM 2552004.1 |
 OA1579| OA1571 HIGH FREQ DIRECTION FINDER STA      APPROX. 2.6 KM 2583115.8 |
 OA1579| OA1520 USCG EMPIRE RC BASE TANK            APPROX. 1.7 KM 3152836.2 |
 OA1579| OA1510 USCG EMPIRE RC BASE TWR             APPROX. 1.8 KM 3201535.9 |
 OA1579| OA1535 SITKA DOCK LIGHT                    APPROX. 0.7 KM 3424555.6 |
 OA1579|---------------------------------------------------------------------|
 OA1579
 OA1579                          SUPERSEDED SURVEY CONTROL
 OA1579
 OA1579  NAD 83(1986)-  43 22 13.59247(N)    124 17 41.58891(W) AD(       ) 2
 OA1579  NAD 27      -  43 22 14.19000(N)    124 17 37.16900(W) AD(       ) 2
 OA1579
 OA1579.Superseded values are not recommended for survey control.
 OA1579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1579.See file dsdata.txt to determine how the superseded data were derived.
 OA1579
 OA1579_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCP9509302767(NAD 83)
 OA1579_MARKER: Z = SEE DESCRIPTION
 OA1579_SETTING: 0 = UNSPECIFIED SETTING
 OA1579
 OA1579  HISTORY     - Date     Condition        Report By
 OA1579  HISTORY     - 1945     MONUMENTED       USE
 OA1579  HISTORY     - 1970     SEE DESCRIPTION  USGS
 OA1579  HISTORY     - 1971     SEE DESCRIPTION  NGS
 OA1579
 OA1579                          STATION DESCRIPTION
 OA1579
 OA1579'DESCRIBED BY US ENGINEERS 1945 (KGC)
 OA1579'STATION IS LOCATED ON THE SE SHORE OF COOS BAY, ABOUT 1.7 MILES
 OA1579'SW OF EMPIRE, AND ABOUT 0.15 MILE S OF THE COOS BAY PULP
 OA1579'CORPORATION.  IT IS ON A SMALL KNOLL 15 FEET S OF THE S EDGE OF
 OA1579'THE PULP MILLS STOCK PILE YARD, 40 FEET E OF THE HIGH-WATER LINE,
 OA1579'20 FEET E OF A 5-FOOT BLUFF, AND 8 FEET NE OF A WHITE 4- BY
 OA1579'4-INCH WITNESS POST.
 OA1579'
 OA1579'STATION IS MARKED BY A BRONZE STATION DISK CEMENTED INTO A 1-INCH
 OA1579'IRON PIPE IN A BLOCK OF CONCRETE WHICH IS FLUSH WITH THE
 OA1579'GROUND.  DISK IS STAMPED DRIFTWOOD USE 1945.
 OA1579'
 OA1579'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN CONCRETE.  IT
 OA1579'IS SE OF STATION AND AT ABOUT THE SAME ELEVATION.  DISK IS
 OA1579'STAMPED DRIFTWOOD USE NO 1 1945.
 OA1579'
 OA1579'TO REACH STATION FROM THE EMPIRE POST OFFICE, GO SW TOWARDS
 OA1579'CHARLESTON FOR 1.6 MILES TO A ROAD LEADING TO THE COOS BAY PULP
 OA1579'CORPORATION MILL.  TURN RIGHT AND GO 0.2 MILE TO THE MILL, TURN
 OA1579'LEFT AND GO 0.15 MILE TO THE EDGE OF THE MILL YARD AND THE
 OA1579'STATION.
 OA1579'
 OA1579'LETTER FROM DISTRICT ENGINEER, PORTLAND DISTRICT, PORTLAND,
 OA1579'OREGON, DATED OCTOBER 11, 1945--DRIFTWOOD (U.S.E.) WAS ESTABLISHED
 OA1579'AT LEAST 10 YEARS AGO.  WHILE THE YEAR OF THE ORIGINAL STATION IS
 OA1579'NOT KNOWN, THE DISK SET BY THE COAST AND GEODETIC SURVEY WAS
 OA1579'MARKED 1945.
 OA1579'
 OA1579'LETTER FROM LT. (J.G.) JOHN O. BOYER, U.S.C. AND G.S. DATED
 OA1579'OCTOBER 18, 1945--DRIFTWOOD - A CONCRETE BLOCK WITH A PIPE
 OA1579'THROUGH THE CENTER OF IT WAS RECOVERED.  DRIFTWOOD USE WAS
 OA1579'WRITTEN IN THE CONCRETE.  THE STATION WAS REMARKED BY CEMENTING
 OA1579'A STANDARD DISK IN THE PIPE.
 OA1579
 OA1579                          STATION RECOVERY (1970)
 OA1579
 OA1579'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 OA1579'IT IS BELIEVED THAT THIS STATION AND ITS RMS WERE EITHER DESTROYED
 OA1579'OR COVERED UP DURING THE SOUTHWARD EXPANSION OF THE COOS HEAD
 OA1579'TIMBER COMPANYS STOCKPILE YARD IN RECENT YEARS.  THERE IS NO
 OA1579'LONGER A SMALL KNOLL, NOR A 5-FOOT BLUFF AS DESCRIBED AT THE
 OA1579'LOCATION OF THIS STATION.  A THOROUGH SEARCH BY TWO MEN WITH
 OA1579'SHOVELS FOR 45 MINUTES COULD NOT RECOVER THIS MARK.
 OA1579
 OA1579                          STATION RECOVERY (1971)
 OA1579
 OA1579'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 OA1579'THE STATION MARK, AND REFERENCE MARK HAVE BEEN DESTROYED.
 OA1579'
 OA1579'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN-2 MILES SW OF EMPIRE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0657 ***********************************************************************
 PA0657  DESIGNATION -  DRINK
 PA0657  PID         -  PA0657
 PA0657  STATE/COUNTY-  OR/HARNEY
 PA0657  USGS QUAD   -  DRINKWATER PASS (1990)
 PA0657
 PA0657                         *CURRENT SURVEY CONTROL
 PA0657  ___________________________________________________________________
 PA0657* NAD 83(1991)-  43 46 58.95223(N)    118 16 42.92104(W)     ADJUSTED  
 PA0657* NAVD 88     -      1310.7    (meters)    4300.     (feet)  VERTCON   
 PA0657  ___________________________________________________________________
 PA0657  LAPLACE CORR-           2.98  (seconds)                    DEFLEC99
 PA0657  GEOID HEIGHT-         -18.32  (meters)                     GEOID03
 PA0657  HORZ ORDER  -  SECOND
 PA0657
 PA0657.The horizontal coordinates were established by classical geodetic methods
 PA0657.and adjusted by the National Geodetic Survey in October 1991.
 PA0657
 PA0657.The NAVD 88 height was computed by applying the VERTCON shift value to
 PA0657.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PA0657
 PA0657.The Laplace correction was computed from DEFLEC99 derived deflections.
 PA0657
 PA0657.The geoid height was determined by GEOID03.
 PA0657
 PA0657;                    North         East     Units Scale Factor Converg.
 PA0657;SPC OR S     -   237,469.427 1,678,789.340   MT  0.99995210   +1 31 11.2
 PA0657;SPC OR S     -   779,099.17  5,507,839.04   iFT  0.99995210   +1 31 11.2
 PA0657;UTM  11      - 4,848,570.651   397,117.068   MT  0.99973019   -0 53 05.2
 PA0657
 PA0657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PA0657!SPC OR S     -   0.99979738  x   0.99995210  =   0.99974949
 PA0657!UTM  11      -   0.99979738  x   0.99973019  =   0.99952762
 PA0657
 PA0657|---------------------------------------------------------------------|
 PA0657| PID    Reference Object                     Distance      Geod. Az  |
 PA0657|                                                           dddmmss.s |
 PA0657| CD6441 DRINK RM 1                            8.714 METERS 20649     |
 PA0657| PA0656 BURZ                                APPROX. 8.2 KM 2513638.7 |
 PA0657| CD6442 DRINK RM 2                            6.957 METERS 31203     |
 PA0657|---------------------------------------------------------------------|
 PA0657
 PA0657                          SUPERSEDED SURVEY CONTROL
 PA0657
 PA0657  NAD 83(1986)-  43 46 58.95606(N)    118 16 42.91769(W) AD(       ) 2
 PA0657  NAD 27      -  43 46 59.38536(N)    118 16 39.20858(W) AD(       ) 2
 PA0657  NGVD 29 (07/19/86) 1309.6    (m)         4297.     (f) VERT ANG    3  
 PA0657
 PA0657.Superseded values are not recommended for survey control.
 PA0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0657.See file dsdata.txt to determine how the superseded data were derived.
 PA0657
 PA0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ9711748571(NAD 83)
 PA0657_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PA0657_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 PA0657_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 PA0657_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PA0657
 PA0657  HISTORY     - Date     Condition        Report By
 PA0657  HISTORY     - 1968     MONUMENTED       USGS
 PA0657  HISTORY     - 1973     GOOD             USGS
 PA0657
 PA0657                          STATION DESCRIPTION
 PA0657
 PA0657'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (CGM)
 PA0657'LOCATED ABOUT 41 MI. ENE. OF BURNS.  10.5 MI. WNW. OF JUNTURA.  AT
 PA0657'THE SUMMIT OF DRINKING WATER PASS ALONG U.S. HIGHWAY 20, STATION
 PA0657'IS ON A LOW RIDGE WITH SCATTERED JUNIPERS, ABOUT 300 FT. S. OF
 PA0657'THE HIGHWAY AT THE PASS AND ABOUT 100 FT. HIGHER THAN THE HIGHWAY.
 PA0657'
 PA0657'TO REACH FROM BURNS GO E. ON U.S. HIGHWAY 395 AND 20 FOR 2.4
 PA0657'MI. TO JUNCTION OF 359 AND 20.  TURN RIGHT AND GO E. ON U.S. 20
 PA0657'FOR 42.9 MI. TO DRINKING WATER PASS.  TURN ABRUPT RIGHT AND FOLLOW
 PA0657'STEEP DIRT RD. BACK ALONG RIGHT-OF-WAY TO GATE IN RIGHT-OF-WAY
 PA0657'FENCE.  GO THROUGH GATE AND UP STEEP PITCH FOR ABOUT 300 FT. TO
 PA0657'TOP OF SPUR RIDGE.  TURN LEFT AND FOLLOW TOP OF RIDGE NE. FOR
 PA0657'ABOUT 200 FT. TO STATION.
 PA0657'
 PA0657'STATION MARK--A STANDARD TABLET STAMPED DRINK 1968 CRIMPED ON
 PA0657'COPPERWELD SHAFT, SURROUNDED WITH A 6 INCH TILE PIPE.  FLUSH
 PA0657'WITH GROUND.
 PA0657'
 PA0657'REFERENCE MARK NO. 1--A STANDARD RM TABLET STAMPED NO 1 1968
 PA0657'CRIMPED ON A COPPERWELD SHAFT, WHICH IS SURROUNDED WITH A 6 INCH
 PA0657'TILE PIPE FLUSH WITH GROUND.
 PA0657'
 PA0657'REFERENCE MARK NO. 2--A STANDARD RM TABLET STAMPED NO 2 1968
 PA0657'CRIMPED ON A COPPERWELD SHAFT AND SURROUNDED WITH A 6 INCH TILE
 PA0657'PIPE AND SET FLUSH WITH GROUND.
 PA0657
 PA0657                          STATION RECOVERY (1973)
 PA0657
 PA0657'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 PA0657'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AE2201 ***********************************************************************
 AE2201  DESIGNATION -  DRIP
 AE2201  PID         -  AE2201
 AE2201  STATE/COUNTY-  OR/KLAMATH
 AE2201  USGS QUAD   -  WOCUS (1985)
 AE2201
 AE2201                         *CURRENT SURVEY CONTROL
 AE2201  ___________________________________________________________________
 AE2201* NAD 83(2007)-  42 15 15.42854(N)    121 46 52.66988(W)     ADJUSTED  
 AE2201* NAVD 88     -      1346.9    (meters)    4419.     (feet)  GPS OBS   
 AE2201  ___________________________________________________________________
 AE2201  EPOCH DATE  -        2007.00
 AE2201  X           -  -2,490,679.285 (meters)                     COMP
 AE2201  Y           -  -4,019,983.878 (meters)                     COMP
 AE2201  Z           -   4,267,442.407 (meters)                     COMP
 AE2201  LAPLACE CORR-           4.54  (seconds)                    DEFLEC99
 AE2201  ELLIP HEIGHT-        1324.275 (meters)          (02/10/07) ADJUSTED
 AE2201  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 AE2201
 AE2201  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE2201  Type    PID    Designation                      North   East  Ellip
 AE2201  -------------------------------------------------------------------
 AE2201  NETWORK AE2201 DRIP                              0.98   0.74   2.12
 AE2201  -------------------------------------------------------------------
 AE2201
 AE2201.The horizontal coordinates were established by GPS observations
 AE2201.and adjusted by the National Geodetic Survey in February 2007.
 AE2201
 AE2201.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE2201.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE2201.The horizontal coordinates are valid at the epoch date displayed above.
 AE2201.The epoch date for horizontal control is a decimal equivalence
 AE2201.of Year/Month/Day.
 AE2201
 AE2201.The orthometric height was determined by GPS observations and a
 AE2201.high-resolution geoid model.
 AE2201
 AE2201.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2201
 AE2201.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2201
 AE2201.The ellipsoidal height was determined by GPS observations
 AE2201.and is referenced to NAD 83.
 AE2201
 AE2201.The geoid height was determined by GEOID03.
 AE2201
 AE2201;                    North         East     Units Scale Factor Converg.
 AE2201;SPC OR S     -    66,084.919 1,394,269.162   MT  1.00002084   -0 52 35.7
 AE2201;SPC OR S     -   216,814.04  4,574,373.89   iFT  1.00002084   -0 52 35.7
 AE2201;UTM  10      - 4,678,728.870   600,527.979   MT  0.99972434   +0 49 10.4
 AE2201
 AE2201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2201!SPC OR S     -   0.99979235  x   1.00002084  =   0.99981318
 AE2201!UTM  10      -   0.99979235  x   0.99972434  =   0.99951674
 AE2201
 AE2201:                Primary Azimuth Mark                     Grid Az
 AE2201:SPC OR S     -  PUB                                      355 42 45.3
 AE2201:UTM  10      -  PUB                                      354 00 59.2
 AE2201
 AE2201|---------------------------------------------------------------------|
 AE2201| PID    Reference Object                     Distance      Geod. Az  |
 AE2201|                                                           dddmmss.s |
 AE2201| NY0671 PUB                                 APPROX. 0.5 KM 3545009.6 |
 AE2201|---------------------------------------------------------------------|
 AE2201
 AE2201                          SUPERSEDED SURVEY CONTROL
 AE2201
 AE2201  NAD 83(1998)-  42 15 15.42638(N)    121 46 52.66850(W) AD(       ) 1
 AE2201  ELLIP H (07/05/01) 1324.315  (m)                       GP(       ) 4 2
 AE2201  NAD 83(1991)-  42 15 15.42540(N)    121 46 52.66842(W) AD(       ) 1
 AE2201  ELLIP H (08/04/97) 1324.403  (m)                       GP(       ) 4 2
 AE2201
 AE2201.Superseded values are not recommended for survey control.
 AE2201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2201.See file dsdata.txt to determine how the superseded data were derived.
 AE2201
 AE2201_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM0052878729(NAD 83)
 AE2201_MARKER: DD = SURVEY DISK
 AE2201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2201_STAMPING: DRIP 1972
 AE2201_MARK LOGO: ORTI  
 AE2201_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE2201+STABILITY: SURFACE MOTION
 AE2201_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2201+SATELLITE: SATELLITE OBSERVATIONS - 1972
 AE2201
 AE2201  HISTORY     - Date     Condition        Report By
 AE2201  HISTORY     - 1972     MONUMENTED       ORTI
 AE2201
 AE2201                          STATION DESCRIPTION
 AE2201
 AE2201'DESCRIBED BY OREGON TECHNICAL INSTITUTE 1972
 AE2201'THE STATION IS LOCATED ON THE NORTH SIDE OF KLAMATH FALLS, ON THE
 AE2201'CAMPUS OF THE OREGON INSTITUTE OF TECHNOLOGY, NEAR THE HEAT TRANSFER
 AE2201'BUILDING.  OWNERSHIP--OREGON INSTITUTE OF TECHNOLOGY, 3201 CAMPUS
 AE2201'DRIVE, KLAMATH FALLS, OR 97601-8801.  CONTACT DENNIS FINDORFF,
 AE2201'SURVEYING CURRICULUM COORDINATOR, PHONE 542-885-1511.  TO REACH THE
 AE2201'STATION FROM THE JUNCTION OF U.S.  HIGHWAY 97 AND STATE HIGHWAYS 66
 AE2201'AND 104 ON THE SOUTHWEST SIDE OF KLAMATH FALLS, GO NORTHERLY ON
 AE2201'HIGHWAY 97 FOR 3.38 KM (2.10 MI) TO THE OVERPASS AT THE JUNCTION OF
 AE2201'HIGHWAY 97 BUSINESS.  CONTINUE AHEAD ON HIGHWAY 97 BYPASS FOR 3.65 KM
 AE2201'(2.25 MI) TO AN OVERPASS AT THE JUNCTION OF HIGHWAY 97 BUSINESS.
 AE2201'CONTINUE AHEAD ON HIGHWAY 97 FOR 0.99 KM (0.60 MI) TO A PAVED ROAD
 AE2201'RIGHT.  TURN RIGHT, NORTHERLY, THEN EASTERLY ON WEST CAMPUS WAY FOR
 AE2201'1.22 KM (0.75 MI) TO A PAVED ROAD ON THE LEFT (INDUSTRIAL PARK DRIVE)
 AE2201'.  CONTINUE AHEAD FOR .22 KM (0.15 MI) TO CAMPUS DRIVE ON THE RIGHT.
 AE2201'TURN RIGHT, EASTERLY ON CAMPUS DRIVE FOR .21 KM (0.15 MI) TO A CROSS
 AE2201'STREET JUST PASS THE SECURITY BUILDING ON THE RIGHT.  CONTINUE
 AE2201'EASTERLY ON CAMPUS DRIVE FOR 0.2 KM (0.10 MI) TO A T-JUNCTION AT
 AE2201'BRYANT WILLIAMS DRIVE.  CROSS BRYANT WILLIAMS DRIVE AND CONTINUE
 AE2201'NORTHERLY FOR ABOUT 61.0 M (200.1 FT) TO THE STATION, JUST NORTHWEST
 AE2201'OF A FIRE HYDRANT.  THE STATION IS LOCATED 41.6 M (136.5 FT) EAST OF
 AE2201'THE CENTERLINE OF BRYANT WILLIAMS DRIVE, 7.6 M (24.9 FT)
 AE2201'WEST-NORTHWEST FROM THE NORTHWEST CORNER OF THE HEAT TRANSFER
 AE2201'BUILDING, 7.4 M (24.3 FT) SOUTH OF A DIRT ROAD LEADING INTO THE FOOT
 AE2201'HILLS AND 2.5 M (8.2 FT) NORTHWEST OF A FIRE HYDRANT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1207 ***********************************************************************
 SC1207  DESIGNATION -  DRISCOLL RANGE FRONT
 SC1207  PID         -  SC1207
 SC1207  STATE/COUNTY-  OR/COLUMBIA
 SC1207  USGS QUAD   -  CATHLAMET (1985)
 SC1207
 SC1207                         *CURRENT SURVEY CONTROL
 SC1207  ___________________________________________________________________
 SC1207* NAD 83(1991)-  46 09 02.83690(N)    123 23 41.33853(W)     ADJUSTED  
 SC1207* NAVD 88     -         8.5    (meters)      28.     (feet)  VERTCON   
 SC1207  ___________________________________________________________________
 SC1207  X           -  -2,436,225.302 (meters)                     COMP
 SC1207  Y           -  -3,695,457.074 (meters)                     COMP
 SC1207  Z           -   4,576,865.404 (meters)                     COMP
 SC1207  LAPLACE CORR-           5.88  (seconds)                    DEFLEC99
 SC1207  ELLIP HEIGHT-         -12.601 (meters)          (10/15/91) ADJUSTED
 SC1207  GEOID HEIGHT-         -21.30  (meters)                     GEOID03
 SC1207  HORZ ORDER  -  THIRD
 SC1207  ELLP ORDER  -  FOURTH    CLASS I
 SC1207
 SC1207.The horizontal coordinates were established by GPS observations
 SC1207.and adjusted by the National Geodetic Survey in October 1991.
 SC1207
 SC1207.The NAVD 88 height was computed by applying the VERTCON shift value to
 SC1207.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SC1207
 SC1207.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SC1207
 SC1207.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1207
 SC1207.The ellipsoidal height was determined by GPS observations
 SC1207.and is referenced to NAD 83.
 SC1207
 SC1207.The geoid height was determined by GEOID03.
 SC1207
 SC1207;                    North         East     Units Scale Factor Converg.
 SC1207;SPC OR N     -   280,061.791 2,276,406.391   MT  1.00004185   -2 03 10.7
 SC1207;SPC OR N     -   918,837.90  7,468,524.90   iFT  1.00004185   -2 03 10.7
 SC1207;SPC WA S     -    94,962.805   276,430.808   MT  0.99994316   -2 06 10.0
 SC1207;SPC WA S     -   311,557.14    906,923.41   sFT  0.99994316   -2 06 10.0
 SC1207;UTM  10      - 5,110,877.054   469,511.625   MT  0.99961143   -0 17 05.0
 SC1207
 SC1207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1207!SPC OR N     -   1.00000198  x   1.00004185  =   1.00004383
 SC1207!SPC WA S     -   1.00000198  x   0.99994316  =   0.99994514
 SC1207!UTM  10      -   1.00000198  x   0.99961143  =   0.99961340
 SC1207
 SC1207                          SUPERSEDED SURVEY CONTROL
 SC1207
 SC1207  NAD 83(1986)-  46 09 02.85837(N)    123 23 41.32545(W) AD(       ) 3
 SC1207  NAD 27      -  46 09 03.44384(N)    123 23 36.91250(W) AD(       ) 3
 SC1207  NGVD 29 (07/16/87)    7.5    (m)           25.     (f) GPS OBS     3  
 SC1207
 SC1207.Superseded values are not recommended for survey control.
 SC1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1207.See file dsdata.txt to determine how the superseded data were derived.
 SC1207
 SC1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS6951210877(NAD 83)
 SC1207_MARKER: 14 = NAVIGATION LIGHT
 SC1207_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC1207+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2004
 SC1207
 SC1207  HISTORY     - Date     Condition        Report By
 SC1207  HISTORY     - 1986     FIRST OBSERVED   USCG
 SC1207  HISTORY     - 20040413 GOOD             USPSQD
 SC1207
 SC1207                          STATION DESCRIPTION
 SC1207
 SC1207'DESCRIBED BY US COAST GUARD 1986 (MRM)
 SC1207'LIGHT IS LOCATED ON THE S SIDE OF THE COLUMBIA RIVER AT WAUNA, OR.
 SC1207'IT IS NUMBER 10465 IN THE CG LIGHT LIST, VOL. VI, PACIFIC COAST AND
 SC1207'PACIFIC ISLANDS, 1987.
 SC1207
 SC1207                          STATION RECOVERY (2004)
 SC1207
 SC1207'RECOVERY NOTE BY US POWER SQUADRON 2004 (SO)
 SC1207'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1208 ***********************************************************************
 SC1208  DESIGNATION -  DRISCOLL RANGE REAR
 SC1208  PID         -  SC1208
 SC1208  STATE/COUNTY-  OR/COLUMBIA
 SC1208  USGS QUAD   -  CATHLAMET (1985)
 SC1208
 SC1208                         *CURRENT SURVEY CONTROL
 SC1208  ___________________________________________________________________
 SC1208* NAD 83(1991)-  46 09 05.88827(N)    123 23 58.27102(W)     ADJUSTED  
 SC1208* NAVD 88     -        17.0    (meters)      56.     (feet)  VERTCON   
 SC1208  ___________________________________________________________________
 SC1208  X           -  -2,436,494.477 (meters)                     COMP
 SC1208  Y           -  -3,695,205.230 (meters)                     COMP
 SC1208  Z           -   4,576,936.763 (meters)                     COMP
 SC1208  LAPLACE CORR-           5.79  (seconds)                    DEFLEC99
 SC1208  ELLIP HEIGHT-          -4.155 (meters)          (10/15/91) ADJUSTED
 SC1208  GEOID HEIGHT-         -21.31  (meters)                     GEOID03
 SC1208  HORZ ORDER  -  THIRD
 SC1208  ELLP ORDER  -  FOURTH    CLASS I
 SC1208
 SC1208.The horizontal coordinates were established by GPS observations
 SC1208.and adjusted by the National Geodetic Survey in October 1991.
 SC1208
 SC1208.The NAVD 88 height was computed by applying the VERTCON shift value to
 SC1208.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SC1208
 SC1208.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SC1208
 SC1208.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1208
 SC1208.The ellipsoidal height was determined by GPS observations
 SC1208.and is referenced to NAD 83.
 SC1208
 SC1208.The geoid height was determined by GEOID03.
 SC1208
 SC1208;                    North         East     Units Scale Factor Converg.
 SC1208;SPC OR N     -   280,168.977 2,276,046.635   MT  1.00004211   -2 03 22.7
 SC1208;SPC OR N     -   919,189.56  7,467,344.60   iFT  1.00004211   -2 03 22.7
 SC1208;SPC WA S     -    95,070.293   276,071.181   MT  0.99994304   -2 06 22.3
 SC1208;SPC WA S     -   311,909.79    905,743.53   sFT  0.99994304   -2 06 22.3
 SC1208;UTM  10      - 5,110,973.046   469,148.889   MT  0.99961170   -0 17 17.3
 SC1208
 SC1208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1208!SPC OR N     -   1.00000065  x   1.00004211  =   1.00004276
 SC1208!SPC WA S     -   1.00000065  x   0.99994304  =   0.99994369
 SC1208!UTM  10      -   1.00000065  x   0.99961170  =   0.99961235
 SC1208
 SC1208                          SUPERSEDED SURVEY CONTROL
 SC1208
 SC1208  NAD 83(1986)-  46 09 05.91012(N)    123 23 58.25772(W) AD(       ) 3
 SC1208  NAD 27      -  46 09 06.49576(N)    123 23 53.84386(W) AD(       ) 3
 SC1208  NGVD 29 (07/16/87)   16.0    (m)           52.     (f) GPS OBS     3  
 SC1208
 SC1208.Superseded values are not recommended for survey control.
 SC1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1208.See file dsdata.txt to determine how the superseded data were derived.
 SC1208
 SC1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS6914910973(NAD 83)
 SC1208_MARKER: 14 = NAVIGATION LIGHT
 SC1208_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC1208+SATELLITE: SATELLITE OBSERVATIONS - 1986
 SC1208
 SC1208  HISTORY     - Date     Condition        Report By
 SC1208  HISTORY     - 1986     FIRST OBSERVED   NGS
 SC1208
 SC1208                          STATION DESCRIPTION
 SC1208
 SC1208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (MRM)
 SC1208'THE LIGHT IS LOCATED ON THE S SIDE OF THE COLUMBIA RIVER AT WAUNA,
 SC1208'OR. IT IS NUMBER 10470 IN THE CG LIGHT LIST, VOL. VI, PACIFIC COAST
 SC1208'AND PACIFIC ISLANDS, 1987.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1595 ***********************************************************************
 QD1595  DESIGNATION -  DRY
 QD1595  PID         -  QD1595
 QD1595  STATE/COUNTY-  OR/JEFFERSON
 QD1595  USGS QUAD   -  SEEKSEEQUA JUNCTION (1992)
 QD1595
 QD1595                         *CURRENT SURVEY CONTROL
 QD1595  ___________________________________________________________________
 QD1595* NAD 83(1991)-  44 42 09.38159(N)    121 17 18.75622(W)     ADJUSTED  
 QD1595* NAVD 88     -       670.7    (meters)    2200.     (feet)  VERTCON   
 QD1595  ___________________________________________________________________
 QD1595  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 QD1595  GEOID HEIGHT-         -21.65  (meters)                     GEOID03
 QD1595  HORZ ORDER  -  SECOND
 QD1595
 QD1595.The horizontal coordinates were established by classical geodetic methods
 QD1595.and adjusted by the National Geodetic Survey in October 1991.
 QD1595
 QD1595.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1595.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1595
 QD1595.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1595
 QD1595.The geoid height was determined by GEOID03.
 QD1595
 QD1595;                    North         East     Units Scale Factor Converg.
 QD1595;SPC OR N     -   115,420.465 2,437,510.587   MT  0.99992747   -0 33 33.2
 QD1595;SPC OR N     -   378,676.07  7,997,081.98   iFT  0.99992747   -0 33 33.2
 QD1595;UTM  10      - 4,951,339.215   635,585.159   MT  0.99982606   +1 12 14.6
 QD1595
 QD1595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1595!SPC OR N     -   0.99989824  x   0.99992747  =   0.99982572
 QD1595!UTM  10      -   0.99989824  x   0.99982606  =   0.99972432
 QD1595
 QD1595|---------------------------------------------------------------------|
 QD1595| PID    Reference Object                     Distance      Geod. Az  |
 QD1595|                                                           dddmmss.s |
 QD1595| CF4307 DRY RM 1                              7.333 METERS 02109     |
 QD1595| CF4308 DRY RM 2                              7.148 METERS 10010     |
 QD1595| CF4306 DRY AZ MK                                          3181758.6 |
 QD1595|---------------------------------------------------------------------|
 QD1595
 QD1595                          SUPERSEDED SURVEY CONTROL
 QD1595
 QD1595  NAD 83(1986)-  44 42 09.39103(N)    121 17 18.75678(W) AD(       ) 2
 QD1595  NAD 27      -  44 42 09.96500(N)    121 17 14.57600(W) AD(       ) 2
 QD1595  NGVD 29 (07/19/86)  669.6    (m)         2197.     (f) VERT ANG    3  
 QD1595
 QD1595.Superseded values are not recommended for survey control.
 QD1595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1595.See file dsdata.txt to determine how the superseded data were derived.
 QD1595
 QD1595_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ3558551339(NAD 83)
 QD1595_MARKER: Z = SEE DESCRIPTION
 QD1595_SETTING: 0 = UNSPECIFIED SETTING
 QD1595
 QD1595  HISTORY     - Date     Condition        Report By
 QD1595  HISTORY     - 1946     MONUMENTED       CGS
 QD1595  HISTORY     - 1974     SEE DESCRIPTION  NGS
 QD1595  HISTORY     - 19871002 GOOD             BLM
 QD1595
 QD1595                          STATION DESCRIPTION
 QD1595
 QD1595'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 QD1595'THE STATION IS LOCATED IN THE EASTERN END OF A SMALL VALLEY,
 QD1595'LOCALLY KNOWN AS DRY HOLLOW, ABOUT 4 MILES SOUTH SOUTHEAST OF
 QD1595'WARM SPRINGS, ABOUT 3 MILES WEST OF THE DESCHUTES RIVER, ABOUT
 QD1595'0.4 MILE SOUTH OF A RANCH HOUSE AND 0.2 MILE SOUTHEAST OF A
 QD1595'WINDMILL.  HIGHER ELEVATION IS TO THE SOUTHWEST OF THE STATION.
 QD1595'
 QD1595'TO REACH FROM THE POST OFFICE IN WARM SPRINGS.  GO SOUTH ON
 QD1595'THE PAVED ROAD FOR 0.2 MILE, CROSS THE BRIDGE OVER SHITIKE CREEK
 QD1595'AND CONTINUE SOUTH FOR 0.1 MILE, THEN TAKE THE MIDDLE OF THREE
 QD1595'FORKS WHICH GOES TO THE RIGHT HAND SIDE OF SEVERAL LARGE SHEDS
 QD1595'AND FOLLOW THIS GRADED ROAD SOUTH FOR 0.2 MILE, TAKE THE RIGHT
 QD1595'FORK AND CONTINUE SOUTH FOR 1.0 MILE, TAKE THE RIGHT FORK AND
 QD1595'FOLLOW THE MAIN TRAVELED ROAD SOUTH AND WEST UP THE STEEP GRADE
 QD1595'FOR 3.7 MILES TO A WINDMILL AND TANK TO THE LEFT OF THE ROAD,
 QD1595'TURN LEFT PASS TO THE SOUTH OF THE WINDMILL AND GO ACROSS
 QD1595'COUNTRY SOUTHEAST FOR ABOUT 0.2 MILE TO THE STATION.
 QD1595'
 QD1595'THE STATION IS A STANDARD DISK, STAMPED DRY 1946, BRAZED TO
 QD1595'THE TOP OF A THREE INCH CAST IRON SOIL PIPE WHICH PROJECTS
 QD1595'ABOUT 1 INCH.
 QD1595'
 QD1595'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED DRY NO 1
 QD1595'1946, BRAZED TO THE TOP OF A THREE INCH CAST IRON SOIL PIPE
 QD1595'WHICH PROJECTS ABOUT 8 INCHES AND IS LEVEL WITH THE STATION.
 QD1595'
 QD1595'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED DRY NO 2
 QD1595'1946, BRAZED TO THE TOP OF A THREE INCH CAST IRON SOIL PIPE
 QD1595'WHICH PROJECTS ABOUT 8 INCHES AND IS LEVEL WITH THE STATION.
 QD1595'
 QD1595'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED DRY 1946, BRAZED
 QD1595'TO THE TOP OF A THREE INCH CAST IRON SOIL PIPE WHICH PROJECTS
 QD1595'ABOUT 7 INCHES.  LOCATED ABOUT 0.2 MILE NORTHWEST OF THE
 QD1595'STATION, 48 FEET NORTHWEST FROM THE CENTER OF A WINDMILL, 29
 QD1595'FEET EAST OF THE CENTER OF A GRADED ROAD, 15 FEET EAST OF A
 QD1595'FENCE CORNER AND 1 FOOT SOUTH OF A WIRE FENCE.
 QD1595
 QD1595                          STATION RECOVERY (1974)
 QD1595
 QD1595'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 QD1595'THE STATION MARK, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK
 QD1595'WAS RECOVERED IN GOOD CONDITION.  A DIFFERENCE IN THE HORIZONTAL
 QD1595'ANGLE TO REFERENCE MARK NO. 2 WAS FOUND.  THE ORIGINAL DESCRIPTION
 QD1595'IS OBSOLETE.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 QD1595'
 QD1595'THE STATION IS NEAR THE CENTER OF SECTION 15, RANGE 12 E, T 10
 QD1595'S, ON RANGE LAND OWNED BY ANNIE, AND ZELMA SMITH.
 QD1595'
 QD1595'TO REACH THE STATION FROM THE WARM SPRINGS POST OFFICE GO
 QD1595'NORTHEAST FOR 0.05 MILE TO U.S. HIGHWAY 26, TURN RIGHT, AND GO
 QD1595'EAST ON U.S. HIGHWAY 26 FOR 1.7 MILES TO A MACADAM ROAD RIGHT,
 QD1595'JUST BEFORE CROSSING THE BRIDGE OVER THE DESCHUTES RIVER, TURN
 QD1595'RIGHT, AND GO SOUTH ON THE MACADAM ROAD, JACKSON TRAIL ROAD, FOR
 QD1595'6.2 MILES TO A SIDE ROAD RIGHT, AND SIGN, DRY HOLLOW, TURN RIGHT
 QD1595'AS PER SIGN, AND GO WEST ON THE GRAVELED ROAD FOR 1.0 MILE TO A
 QD1595'T INTERSECTION, TURN RIGHT, AND GO NORTH, PARALLELING THE
 QD1595'POWER LINE FOR 0.3 MILE TO THE SMITH RESIDENCE AND THE AZIMUTH
 QD1595'MARK ON THE RIGHT.  TURN RIGHT, PASS TO THE SOUTH OF THE
 QD1595'RESIDENCE, AND THE CORRAL, AND GO EAST ON AN OLD ABANDONED,
 QD1595'TRACK ROAD FOR 0.25 MILE, HERE LEAVE THE OLD ROAD, AND GO
 QD1595'SOUTH, UPGRADE, ACROSS COUNTRY FOR 0.1 MILE TO THE STATION.
 QD1595'
 QD1595'THE STATION MARK, STAMPED DRY 1946, IS A STANDARD DISK BRAZED
 QD1595'TO A 3-INCH PIPE THAT PROJECTS 1-INCH.  A METAL WITNESS POST WAS
 QD1595'PLACED 2 FEET SOUTH OF THE STATION MARK.
 QD1595'
 QD1595'REFERENCE MARK NO. 1, STAMPED DRY NO 1 1946, IS A STANDARD DISK
 QD1595'BRAZED TO A 3-INCH PIPE THAT PROJECTS 6-INCHES, 26 FEET NORTH OF
 QD1595'THE WITNESS POST, AND 1-FOOT LOWER THAN THE STATION.
 QD1595'
 QD1595'REFERENCE MARK NO. 2, STAMPED DRY NO 2 1946, IS A STANDARD DISK
 QD1595'BRAZED TO A 3-INCH PIPE THAT PROJECTS 5-INCHES, 24 FEET EAST OF
 QD1595'THE WITNESS POST, AND 1-FOOT LOWER THAN THE STATION.
 QD1595'
 QD1595'THE AZIMUTH MARK, STAMPED DRY 1946, IS A STANDARD DISK BRAZED
 QD1595'TO A 3-INCH PIPE THAT PROJECTS 3-INCHES, 75 FEET NORTH-NORTHWEST
 QD1595'OF THE CONCRETE STOCK TANK, 49 FEET EAST OF A POWER POLE WITH
 QD1595'TRANSFORMER, 36 FEET NORTHEAST OF A T ROAD INTERSECTION, 16 FEET
 QD1595'EAST OF A FENCE CORNER, 14 FEET WEST OF THE WEST END OF A METAL
 QD1595'GATE INTO THE RANCH BUILDINGS, 1 FOOT SOUTH OF THE FENCE, AND 1
 QD1595'FOOT EAST OF A METAL WITNESS POST.
 QD1595'
 QD1595'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QD1595'4 MILES SOUTHEAST OF WARM SPRINGS.
 QD1595
 QD1595                          STATION RECOVERY (1987)
 QD1595
 QD1595'RECOVERY NOTE BY BUREAU OF LAND MANAGEMENT 1987 (RC)
 QD1595'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB1245 ***********************************************************************
 QB1245  DESIGNATION -  DRY
 QB1245  PID         -  QB1245
 QB1245  STATE/COUNTY-  OR/MALHEUR
 QB1245  USGS QUAD   -  BRADY CREEK (1990)
 QB1245
 QB1245                         *CURRENT SURVEY CONTROL
 QB1245  ___________________________________________________________________
 QB1245* NAD 83(1991)-  44 10 07.74161(N)    117 39 43.52891(W)     ADJUSTED  
 QB1245* NAVD 88     -      1976.9    (meters)    6486.     (feet)  VERTCON   
 QB1245  ___________________________________________________________________
 QB1245  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 QB1245  GEOID HEIGHT-         -17.38  (meters)                     GEOID03
 QB1245  HORZ ORDER  -  FIRST
 QB1245
 QB1245.The horizontal coordinates were established by classical geodetic methods
 QB1245.and adjusted by the National Geodetic Survey in October 1991.
 QB1245
 QB1245.The NAVD 88 height was computed by applying the VERTCON shift value to
 QB1245.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QB1245
 QB1245.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB1245
 QB1245.The geoid height was determined by GEOID03.
 QB1245
 QB1245;                    North         East     Units Scale Factor Converg.
 QB1245;SPC OR S     -   281,807.477 1,726,938.757   MT  1.00004730   +1 56 29.6
 QB1245;SPC OR S     -   924,565.21  5,665,809.57   iFT  1.00004730   +1 56 29.6
 QB1245;UTM  11      - 4,890,836.364   447,068.121   MT  0.99963446   -0 27 40.8
 QB1245
 QB1245!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QB1245!SPC OR S     -   0.99969284  x   1.00004730  =   0.99974012
 QB1245!UTM  11      -   0.99969284  x   0.99963446  =   0.99932741
 QB1245
 QB1245|---------------------------------------------------------------------|
 QB1245| PID    Reference Object                     Distance      Geod. Az  |
 QB1245|                                                           dddmmss.s |
 QB1245| QB1246 DRY CREEK                             3.529 METERS 21207     |
 QB1245| PA0653 BULAH                               APPROX.48.1 KM 2263024.5 |
 QB1245| QC0891 CASTLE ROCK CAIRN                   APPROX.44.8 KM 2484338.8 |
 QB1245| CD6444 DRY RM                               22.235 METERS 31300     |
 QB1245| CD6443 DRY RM 2                              3.446 METERS 33149     |
 QB1245|---------------------------------------------------------------------|
 QB1245
 QB1245                          SUPERSEDED SURVEY CONTROL
 QB1245
 QB1245  NAD 83(1986)-  44 10 07.74236(N)    117 39 43.52426(W) AD(       ) 1
 QB1245  NAD 27      -  44 10 08.18300(N)    117 39 39.84450(W) AD(       ) 1
 QB1245  NGVD 29 (07/19/86) 1975.7    (m)         6482.     (f) VERT ANG    3  
 QB1245
 QB1245.Superseded values are not recommended for survey control.
 QB1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB1245.See file dsdata.txt to determine how the superseded data were derived.
 QB1245
 QB1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ4706890836(NAD 83)
 QB1245_MARKER: DS = TRIANGULATION STATION DISK
 QB1245_SETTING: 66 = SET IN ROCK OUTCROP
 QB1245_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 QB1245
 QB1245  HISTORY     - Date     Condition        Report By
 QB1245  HISTORY     - 1916     MONUMENTED       CGS
 QB1245  HISTORY     - 1920     GOOD             CGS
 QB1245  HISTORY     - 1968     GOOD             USGS
 QB1245  HISTORY     - 1968     GOOD             USGS
 QB1245  HISTORY     - 1982     POOR             LOCENG
 QB1245
 QB1245                          STATION DESCRIPTION
 QB1245
 QB1245'DESCRIBED BY COAST AND GEODETIC SURVEY 1920
 QB1245'ABOUT 22 MILES AIR LINE, NW OF VALE, 8 MILES, AIR LINE, SW OF
 QB1245'BROGAN, 6 MILES AIR LINE, SE OF JUNIPER MOUNTAIN, AND 6 MILES SW
 QB1245'OF CHARLES PRITCHARDS RANCH, ON THE HIGHEST POINT OF THE W END
 QB1245'OF A BALD RIDGE.  THE STATION IS MARKED BY A BRONZE TABLET SET IN
 QB1245'CONCRETE IN A DEPRESSION IN A BOULDER AS DESCRIBED IN NOTE 5.
 QB1245'THE REFERENCE MARK, A BRONZE TABLET WITH THE ARROW POINTING
 QB1245'TOWARD THE STATION SET IN CONCRETE IN A DEPRESSION IN A BOULDER
 QB1245'AS DESCRIBED IN NOTE 12D, IS 22.25 METERS (73.0 FEET) FROM THE
 QB1245'STATION IN AZIMUTH 132 DEG 59 MIN.  THE U.S.G.S. STATION,
 QB1245'DRY CREEK, MARKED BY A CAIRN ABOUT 7 FEET IN DIAMETER AT THE BASE
 QB1245'AND 10 FEET HIGH, IS 3.70 METERS (12.1 FEET) FROM THE STATION IN
 QB1245'AZIMUTH 30 DEG 47 MIN.
 QB1245
 QB1245                          STATION RECOVERY (1968)
 QB1245
 QB1245'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 QB1245'ALL MARKS RECOVERED AS DESCRIBED EXCEPT AS FOLLOWS--
 QB1245'
 QB1245'THE STATION MARK WAS STAMPED DRY AS OF AUGUST 1968.
 QB1245'
 QB1245'A REFERENCE MARK 2 WAS ESTABLISHED AS OF AUGUST 1968 STAMPED 2
 QB1245'1968, SET IN EXPOSED ROCK 3.446 METERS, 11.30 FEET FROM THE STATION
 QB1245'MARK IN AZIMUTH.
 QB1245'
 QB1245'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QB1245'ABOUT 22 MILES, AIRLINE, NW OF VALE.
 QB1245
 QB1245                          STATION RECOVERY (1968)
 QB1245
 QB1245'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (FLA)
 QB1245'THERE IS AN ALTERNATE TO REACH DESCRIPTION, FROM HARPER SCHOOL
 QB1245'DRIVE N. FOR 8.2 MI. TO A DIRT RD. TO THE RIGHT, TURN RIGHT AND
 QB1245'DRIVE E. FOR 1.5 MI. TO A SHARP LEFT TURN, TURN LEFT AND FOLLOW THE
 QB1245'RD. IN A NORTHERLY DIRECTION ACROSS AN IRON BRIDGE FOR 0.8 MI. TO
 QB1245'A T-JUNCTION, TURN RIGHT AND FOLLOW THE MAIN TRAVELED RD. IN A
 QB1245'EASTERLY DIRECTION FOR 3.1 MI. TO A RD. FORK, TAKE THE LEFT FORK
 QB1245'AND DRIVE IN A NORTHERLY DIRECTION ALONG THE MAIN TRAVELED RD. FOR
 QB1245'3 MI. TO A RD. FORK, TAKE THE LEFT FORK AND DRIVE FOR 4.2 MI.
 QB1245'TO A STEEL WATER TANK AND A CATTLEGUARD, CONTINUE ALONG THE
 QB1245'MAIN TRAVELED RD. FOR 4.8 MI. TO A RD. FORK, TURN RIGHT AND
 QB1245'CONTINUE ALONG THE MAIN TRAVELED RD. FOR 1.4 MI. TO A RD. FORK,
 QB1245'TURN LEFT AND CONTINUE ALONG THE MAIN TRAVELED RD. FOR 1.2 MI. TO
 QB1245'A DIM TRACK RD. TO THE RIGHT AND A GATE, TURN RIGHT AND PASS
 QB1245'THROUGH THE GATE TO DRIVE FOR 0.7 MI. TO THE STATION SITE.
 QB1245'
 QB1245'STATION MARK--A STANDARD USC AND GS TABLET STAMPED DRY, SET IN
 QB1245'EXPOSED BEDROCK.
 QB1245'
 QB1245'REFERENCE MARK NO. 1--A STANDARD USGS BM TABLET, UNSTAMPED, SET
 QB1245'IN EXPOSED BEDROCK AND ABOUT 0.4 FT. ABOVE THE STATION MARK.
 QB1245'
 QB1245'REFERENCE MARK NO. 2--A STANDARD USGS RM TABLET, STAMPED 2, 1968,
 QB1245'SET IN EXPOSED BEDROCK.
 QB1245'
 QB1245'REFERENCE MARK (UNSTAMPED)--A USC AND GS REFERENCE MARK TABLET
 QB1245'(UNSTAMPED), SET IN DRILL HOLE IN ROCK OUTCROP.
 QB1245
 QB1245                          STATION RECOVERY (1982)
 QB1245
 QB1245'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982 (JJP)
 QB1245'DRY RECOVERED GOOD.  2/3 OF SURFACE MORTAR IS GONE BUT DISK IS
 QB1245'FIRM.
 QB1245'
 QB1245'USC AND GS RM TABLET (UNMARKED) RECOVERED EXCELLENT.
 QB1245'
 QB1245'USGS TABLET (RM1-UNMARKED) HAS BEEN REMOVED FROM THE AREA AND
 QB1245'ROCK CAIRN IS MOSTLY TORN DOWN.
 QB1245'
 QB1245'NO 2 1968 (USGS TABLET) ALL SURFACE MORTAR GONE-DISK SETS UP ABOUT
 QB1245'1/2 INCH ABOVE ROCK - CAN BE ROTATED SLIGHTLY BY HAND.
 QB1245'
 QB1245'DISTANCE FROM USC AND GS RM TABLET TO RM 2 (62.4 FT.) CHECKS.  PLACED
 QB1245'ORANGE SIGN POST 10.9 FT. SOUTHWEST OF STATION MARK.  THE 1968 TO
 QB1245'REACH INSTRUCTIONS ARE ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB1311 ***********************************************************************
 RB1311  DESIGNATION -  DRY
 RB1311  PID         -  RB1311
 RB1311  STATE/COUNTY-  OR/UMATILLA
 RB1311  USGS QUAD   -  WESTON MOUNTAIN (1974)
 RB1311
 RB1311                         *CURRENT SURVEY CONTROL
 RB1311  ___________________________________________________________________
 RB1311* NAD 83(1991)-  45 47 42.78071(N)    118 19 19.52268(W)     ADJUSTED  
 RB1311* NAVD 88     -       999.55   (+/-2cm)    3279.4    (feet)  VERTCON   
 RB1311  ___________________________________________________________________
 RB1311  LAPLACE CORR-          11.89  (seconds)                    DEFLEC99
 RB1311  GEOID HEIGHT-         -19.70  (meters)                     GEOID03
 RB1311  HORZ ORDER  -  THIRD
 RB1311  VERT ORDER  -  THIRD ? (See Below)
 RB1311
 RB1311.The horizontal coordinates were established by classical geodetic methods
 RB1311.and adjusted by the National Geodetic Survey in October 1991.
 RB1311
 RB1311.The NAVD 88 height was computed by applying the VERTCON shift value to
 RB1311.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RB1311.The vertical order pertains to the NGVD 29 superseded value.
 RB1311
 RB1311.The Laplace correction was computed from DEFLEC99 derived deflections.
 RB1311
 RB1311.The geoid height was determined by GEOID03.
 RB1311
 RB1311;                    North         East     Units Scale Factor Converg.
 RB1311;SPC OR N     -   238,815.857 2,669,301.191   MT  0.99995438   +1 32 40.4
 RB1311;SPC OR N     -   783,516.59  8,757,549.84   iFT  0.99995438   +1 32 40.4
 RB1311;UTM  11      - 5,072,144.965   397,250.774   MT  0.99972979   -0 56 52.2
 RB1311
 RB1311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RB1311!SPC OR N     -   0.99984641  x   0.99995438  =   0.99980080
 RB1311!UTM  11      -   0.99984641  x   0.99972979  =   0.99957624
 RB1311
 RB1311|---------------------------------------------------------------------|
 RB1311| PID    Reference Object                     Distance      Geod. Az  |
 RB1311|                                                           dddmmss.s |
 RB1311| CF5199 DRY RM 1                             10.187 METERS 12327     |
 RB1311| CF5198 DRY AZ MK                                          2895757.1 |
 RB1311| CF5200 DRY RM 2                             10.138 METERS 29440     |
 RB1311|---------------------------------------------------------------------|
 RB1311
 RB1311                          SUPERSEDED SURVEY CONTROL
 RB1311
 RB1311  NAD 83(1986)-  45 47 42.78430(N)    118 19 19.51401(W) AD(       ) 3
 RB1311  NAD 27      -  45 47 43.30566(N)    118 19 15.66137(W) AD(       ) 3
 RB1311  NGVD 29 (07/19/86)  998.43   (m)         3275.7    (f) LEVELING    3  
 RB1311
 RB1311.Superseded values are not recommended for survey control.
 RB1311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1311.See file dsdata.txt to determine how the superseded data were derived.
 RB1311
 RB1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL9725172145(NAD 83)
 RB1311_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RB1311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB1311
 RB1311  HISTORY     - Date     Condition        Report By
 RB1311  HISTORY     - 1963     MONUMENTED       CGS
 RB1311
 RB1311                          STATION DESCRIPTION
 RB1311
 RB1311'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 RB1311'THE STATION IS LOCATED ABOUT 5 MILES EAST-SOUTHEAST OF WESTON,
 RB1311'ON A LOW SUMMIT ON THE SOUTH RIGHT-OF-WAY OF OREGON STATE
 RB1311'HIGHWAY 204.
 RB1311'
 RB1311'TO REACH THE STATION FROM THE POST OFFICE IN MILTON FREEWATER,
 RB1311'GO EAST ON EAST BROADWAY FOR 0.2 MILE, THEN RIGHT, SOUTH, ON
 RB1311'SOUTH MAIN STREET AND STATE HIGHWAY 11 FOR 5.5 MILES TO A CROSSROAD
 RB1311'AND SIGN WINN ROAD.  TURN LEFT ON WINN ROAD AND GO SOUTHEASTERLY
 RB1311'FOR 2.05 MILES TO A FORK AT JUNCTION WITH STATE HIGHWAY 204.
 RB1311'TAKE THE LEFT FORK AND GO SOUTHEASTERLY ON STATE HIGHWAY 204 FOR
 RB1311'5.9 MILES TO A LONG CURVE TO THE RIGHT AND THE AZIMUTH MARK ON
 RB1311'THE LEFT.  CONTINUE EASTERLY ON THE HIGHWAY FOR 0.55 MILE TO
 RB1311'A TURNOUT ON THE RIGHT.  TURN SHARP RIGHT AND RETURN WESTERLY
 RB1311'ALONG THE SOUTH SIDE OF THE HIGHWAY FOR 0.05 MILE TO TO THE CREST
 RB1311'OF A RISE AND THE STATION.
 RB1311'
 RB1311'THE STATION MARK IS A STANDARD DISK, STAMPED DRY 1963, SET IN THE
 RB1311'TOP OF A 12-INCH SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 RB1311'GROUND SURFACE.  IT IS 63 FEET SOUTH AND ABOUT 4 FEET HIGHER
 RB1311'THAN THE CENTERLINE OF STATE HIGHWAY 204, 8.5 FEET NORTH OF A
 RB1311'WIRE FENCELINE AND 4 FEET SOUTH OF A METAL WITNESS POST.
 RB1311'
 RB1311'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DRY NO 1 1963, SET
 RB1311'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH IS FLUSH WITH
 RB1311'THE GROUND SURFACE.  IT IS 64.5 FEET SOUTH OF AND ABOUT 4 FEET
 RB1311'HIGHER THAN THE CENTERLINE OF THE HIGHWAY, 7 FEET NORTH OF THE
 RB1311'FENCELINE AND ABOUT THE SAME ELEVATION AS THE STATION.
 RB1311'
 RB1311'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DRY NO 2 1963, SET
 RB1311'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH IS FLUSH WITH
 RB1311'THE GROUND SURFACE.  IT IS 64.5 FEET SOUTH OF THE CENTERLINE OF THE
 RB1311'HIGHWAY, 7 FEET NORTH OF THE FENCELINE AND ABOUT THE SAME
 RB1311'ELEVATION AS THE STATION.
 RB1311'
 RB1311'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED DRY 1963, SET IN
 RB1311'THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH PROJECTS 5
 RB1311'INCHES.  IT IS 49 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 2.5
 RB1311'FEET WEST OF A METAL WITNESS POST AND 1 FOOT SOUTH OF A FENCELINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2525 ***********************************************************************
 QE2525  DESIGNATION -  DRY
 QE2525  PID         -  QE2525
 QE2525  STATE/COUNTY-  OR/LINCOLN
 QE2525  USGS QUAD   -  NEWPORT SOUTH (1984)
 QE2525
 QE2525                         *CURRENT SURVEY CONTROL
 QE2525  ___________________________________________________________________
 QE2525* NAD 83(1991)-  44 37 16.91337(N)    124 03 50.27222(W)     ADJUSTED  
 QE2525* NAVD 88     -              **(meters)            **(feet)            
 QE2525  ___________________________________________________________________
 QE2525  LAPLACE CORR-          17.26  (seconds)                    DEFLEC99
 QE2525  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 QE2525  HORZ ORDER  -  THIRD
 QE2525
 QE2525.The horizontal coordinates were established by classical geodetic methods
 QE2525.and adjusted by the National Geodetic Survey in October 1991.
 QE2525
 QE2525
 QE2525.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2525
 QE2525.The geoid height was determined by GEOID03.
 QE2525
 QE2525;                    North         East     Units Scale Factor Converg.
 QE2525;SPC OR N     -   112,325.564 2,217,256.807   MT  0.99993991   -2 31 39.0
 QE2525;SPC OR N     -   368,522.19  7,274,464.59   iFT  0.99993991   -2 31 39.0
 QE2525;UTM  10      - 4,941,440.754   415,592.797   MT  0.99968761   -0 44 50.6
 QE2525
 QE2525                          SUPERSEDED SURVEY CONTROL
 QE2525
 QE2525  NAD 83(1986)-  44 37 16.95050(N)    124 03 50.31486(W) AD(       ) 4
 QE2525  NAD 27      -  44 37 17.53300(N)    124 03 45.89700(W) AD(       ) 3
 QE2525
 QE2525.Superseded values are not recommended for survey control.
 QE2525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2525.See file dsdata.txt to determine how the superseded data were derived.
 QE2525
 QE2525_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ1559341441(NAD 83)
 QE2525
 QE2525  HISTORY     - Date     Condition        Report By
 QE2525  HISTORY     - 1914     MONUMENTED       CGS
 QE2525  HISTORY     - 1953     SEE DESCRIPTION  CGS
 QE2525
 QE2525                          STATION DESCRIPTION
 QE2525
 QE2525'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (FAR)
 QE2525'A TEN-MINUTE SEARCH IN THE AREA INDICATED BY THE GEOGRAPHIC
 QE2525'POSITION, REVEALED NO MARKS WHICH MIGHT HAVE BEEN THE OLD THIS
 QE2525'STATION.  IT IS RECOMMENDED THAT THE POSITION BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB1246 ***********************************************************************
 QB1246  DESIGNATION -  DRY CREEK
 QB1246  PID         -  QB1246
 QB1246  STATE/COUNTY-  OR/MALHEUR
 QB1246  USGS QUAD   -  BRADY CREEK (1990)
 QB1246
 QB1246                         *CURRENT SURVEY CONTROL
 QB1246  ___________________________________________________________________
 QB1246* NAD 83(1991)-  44 10 07.64477(N)    117 39 43.61335(W)     ADJUSTED  
 QB1246* NAVD 88     -      1977.     (meters)    6486.     (feet)  SCALED    
 QB1246  ___________________________________________________________________
 QB1246  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 QB1246  GEOID HEIGHT-         -17.38  (meters)                     GEOID03
 QB1246  HORZ ORDER  -  SECOND
 QB1246
 QB1246.The horizontal coordinates were established by classical geodetic methods
 QB1246.and adjusted by the National Geodetic Survey in October 1991.
 QB1246
 QB1246.The orthometric height was scaled from a topographic map.
 QB1246
 QB1246.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB1246
 QB1246.The geoid height was determined by GEOID03.
 QB1246
 QB1246;                    North         East     Units Scale Factor Converg.
 QB1246;SPC OR S     -   281,804.426 1,726,936.984   MT  1.00004729   +1 56 29.5
 QB1246;SPC OR S     -   924,555.20  5,665,803.75   iFT  1.00004729   +1 56 29.5
 QB1246;UTM  11      - 4,890,833.392   447,066.222   MT  0.99963446   -0 27 40.9
 QB1246
 QB1246!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QB1246!SPC OR S     -   0.99969279  x   1.00004729  =   0.99974006
 QB1246!UTM  11      -   0.99969279  x   0.99963446  =   0.99932736
 QB1246
 QB1246:                Primary Azimuth Mark                     Grid Az
 QB1246:SPC OR S     -  LOOKOUT MOUNTAIN PEAK                    029 57 19.7
 QB1246:UTM  11      -  LOOKOUT MOUNTAIN PEAK                    032 21 30.1
 QB1246
 QB1246|---------------------------------------------------------------------|
 QB1246| PID    Reference Object                     Distance      Geod. Az  |
 QB1246|                                                           dddmmss.s |
 QB1246| QB1215 LOOKOUT MOUNTAIN PEAK               APPROX.57.7 KM 0315349.2 |
 QB1246| OH1210 WESTFALL                            APPROX.35.5 KM 2235141.2 |
 QB1246|---------------------------------------------------------------------|
 QB1246
 QB1246                          SUPERSEDED SURVEY CONTROL
 QB1246
 QB1246  NAD 83(1986)-  44 10 07.64552(N)    117 39 43.60870(W) AD(       ) 2
 QB1246  NAD 27      -  44 10 08.08616(N)    117 39 39.92894(W) AD(       ) 2
 QB1246
 QB1246.Superseded values are not recommended for survey control.
 QB1246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB1246.See file dsdata.txt to determine how the superseded data were derived.
 QB1246
 QB1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ4706690833(NAD 83)
 QB1246
 QB1246  HISTORY     - Date     Condition        Report By
 QB1246  HISTORY     - 1968     MONUMENTED       USGS
 QB1246  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 QB1246
 QB1246                          STATION DESCRIPTION
 QB1246
 QB1246'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 QB1246'SEE STATION DRY
 QB1246
 QB1246                          STATION RECOVERY (1982)
 QB1246
 QB1246'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982 (JJP)
 QB1246'ROCK CAIRN IS MOSTLY TORN DOWN AND BRONZE DISK HAS BEEN REMOVED FROM
 QB1246'THE AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0726 ***********************************************************************
 PA0726  DESIGNATION -  DRY MOUNTAIN LOT
 PA0726  PID         -  PA0726
 PA0726  STATE/COUNTY-  OR/HARNEY
 PA0726  USGS QUAD   -  DRY MOUNTAIN (1992)
 PA0726
 PA0726                         *CURRENT SURVEY CONTROL
 PA0726  ___________________________________________________________________
 PA0726* NAD 83(1991)-  43 40 19.05399(N)    119 33 49.35173(W)     ADJUSTED  
 PA0726* NAVD 88     -      1915.     (meters)    6283.     (feet)  SCALED    
 PA0726  ___________________________________________________________________
 PA0726  LAPLACE CORR-           1.99  (seconds)                    DEFLEC99
 PA0726  GEOID HEIGHT-         -19.10  (meters)                     GEOID03
 PA0726  HORZ ORDER  -  SECOND
 PA0726
 PA0726.The horizontal coordinates were established by classical geodetic methods
 PA0726.and adjusted by the National Geodetic Survey in October 1991.
 PA0726
 PA0726.The orthometric height was scaled from a topographic map.
 PA0726
 PA0726.The Laplace correction was computed from DEFLEC99 derived deflections.
 PA0726
 PA0726.The geoid height was determined by GEOID03.
 PA0726
 PA0726;                    North         East     Units Scale Factor Converg.
 PA0726;SPC OR S     -   223,178.789 1,575,502.252   MT  0.99993317   +0 38 26.0
 PA0726;SPC OR S     -   732,213.87  5,168,970.64   iFT  0.99993317   +0 38 26.0
 PA0726;UTM  11      - 4,838,633.155   293,324.532   MT  1.00012542   -1 46 15.4
 PA0726
 PA0726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PA0726!SPC OR S     -   0.99970275  x   0.99993317  =   0.99963594
 PA0726!UTM  11      -   0.99970275  x   1.00012542  =   0.99982813
 PA0726
 PA0726                          SUPERSEDED SURVEY CONTROL
 PA0726
 PA0726  NAD 83(1986)-  43 40 19.05763(N)    119 33 49.34993(W) AD(       ) 2
 PA0726  NAD 27      -  43 40 19.53900(N)    119 33 45.51600(W) AD(       ) 2
 PA0726
 PA0726.Superseded values are not recommended for survey control.
 PA0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0726.See file dsdata.txt to determine how the superseded data were derived.
 PA0726
 PA0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKJ9332538633(NAD 83)
 PA0726_MARKER: 57 = LOOKOUT TOWER
 PA0726_SETTING: 0 = UNSPECIFIED SETTING
 PA0726
 PA0726  HISTORY     - Date     Condition        Report By
 PA0726  HISTORY     - 1933     FIRST OBSERVED   USGS
 PA0726  HISTORY     - 1935     SEE DESCRIPTION  USFS
 PA0726
 PA0726                          STATION DESCRIPTION
 PA0726
 PA0726'DESCRIBED BY US FOREST SERVICE 1935
 PA0726'THIS STATION IS THE 75-FOOT STEEL LOOKOUT TOWER, BUILT IN 1930, ON
 PA0726'THE SUMMIT OF DRY MOUNTAIN, IN THE NE PART OF T 22-S, R 26 E, ABOUT
 PA0726'6 MILES NE OF SUNTEX.  THE TOWER MAY BE REACHED BY FOREST
 PA0726'ROADS.  THE STATION IS MARKED BY A U.S.F.S. DISK IN CONCRETE UNDER
 PA0726'THE CENTER OF THE TOWER.
 PA0726'
 PA0726'FIRST DETERMINED BY JOHNSON IN 1933 FROM BURNS, SNOW AND
 PA0726'MAUPIN.  CUT BY U.S.F.S. FROM MACKEY IN 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0727 ***********************************************************************
 PA0727  DESIGNATION -  DRY MTN
 PA0727  PID         -  PA0727
 PA0727  STATE/COUNTY-  OR/HARNEY
 PA0727  USGS QUAD   -  DRY MOUNTAIN (1992)
 PA0727
 PA0727                         *CURRENT SURVEY CONTROL
 PA0727  ___________________________________________________________________
 PA0727* NAD 83(1994)-  43 40 19.01247(N)    119 33 49.41567(W)     ADJUSTED  
 PA0727* NAVD 88     -      1916.3    (meters)    6287.     (feet)  VERTCON   
 PA0727  ___________________________________________________________________
 PA0727  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 PA0727  GEOID HEIGHT-         -19.10  (meters)                     GEOID03
 PA0727  HORZ ORDER  -  SECOND
 PA0727  VERT ORDER  -  THIRD ? (See Below)
 PA0727
 PA0727.The horizontal coordinates were established by classical geodetic methods
 PA0727.and adjusted by the National Geodetic Survey in June 1998.
 PA0727
 PA0727.The NAVD 88 height was computed by applying the VERTCON shift value to
 PA0727.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PA0727.The vertical order pertains to the NGVD 29 superseded value.
 PA0727
 PA0727.The Laplace correction was computed from DEFLEC99 derived deflections.
 PA0727
 PA0727.The geoid height was determined by GEOID03.
 PA0727
 PA0727;                    North         East     Units Scale Factor Converg.
 PA0727;SPC OR S     -   223,177.492 1,575,500.834   MT  0.99993317   +0 38 26.0
 PA0727;SPC OR S     -   732,209.62  5,168,965.99   iFT  0.99993317   +0 38 26.0
 PA0727;UTM  11      - 4,838,631.919   293,323.061   MT  1.00012543   -1 46 15.4
 PA0727
 PA0727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PA0727!SPC OR S     -   0.99970258  x   0.99993317  =   0.99963577
 PA0727!UTM  11      -   0.99970258  x   1.00012543  =   0.99982797
 PA0727
 PA0727|---------------------------------------------------------------------|
 PA0727| PID    Reference Object                     Distance      Geod. Az  |
 PA0727|                                                           dddmmss.s |
 PA0727| PA0726 DRY MOUNTAIN LOT                      1.923 METERS 04751     |
 PA0727| CD6445 DRY MTN RM 1                         12.065 METERS 12504     |
 PA0727| PA0719 IRON                                APPROX.46.3 KM 1685205.8 |
 PA0727| CD6446 DRY MTN RM 2                          7.616 METERS 29155     |
 PA0727|---------------------------------------------------------------------|
 PA0727
 PA0727                          SUPERSEDED SURVEY CONTROL
 PA0727
 PA0727  NAD 83(1991)-  43 40 19.01247(N)    119 33 49.41567(W) AD(       ) 2
 PA0727  NAD 83(1986)-  43 40 19.01581(N)    119 33 49.41358(W) AD(       ) 2
 PA0727  NGVD 29 (07/19/86) 1915.1    (m)         6283.     (f) LEVELING    3  
 PA0727
 PA0727.Superseded values are not recommended for survey control.
 PA0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0727.See file dsdata.txt to determine how the superseded data were derived.
 PA0727
 PA0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKJ9332338632(NAD 83)
 PA0727_MARKER: DD = SURVEY DISK
 PA0727_SETTING: 0 = UNSPECIFIED SETTING
 PA0727
 PA0727  HISTORY     - Date     Condition        Report By
 PA0727  HISTORY     - 1974     MONUMENTED       USGS
 PA0727
 PA0727                          STATION DESCRIPTION
 PA0727
 PA0727'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 PA0727'RM 1 TO RM 2 NOT MEASURED.
 PA0727'
 PA0727'INSTRUMENT STAND 4.1 FT ABOVE STATION MARK.
 PA0727'
 PA0727'S 11 DEG 08 MIN E TO STATION IRON.
 PA0727'
 PA0727'LOCATED IN OCHOCO NATIONAL FOREST ABOUT 26 MI WNW. OF
 PA0727'BURNS.  ABOUT 10 MI NNW. OF RILEY ON HIGH POINT OF TIMBERED
 PA0727'MOUNTAIN KNOWN LOCALLY AS DRY MOUNTAIN.
 PA0727'
 PA0727'TO REACH FROM SNOW MOUNTAIN RANGER STATION IN HINES, DRIVE S. ON
 PA0727'U.S. HIGHWAY 395 FOR 0.8 MI TO NATIONAL FOREST ROAD NO. 19 ON THE
 PA0727'RIGHT (W.).  TURN RIGHT AND FOLLOW THIS RD. FOR 12.3 MI TO GRADED
 PA0727'RD. ON LEFT.  TURN LEFT AND FOLLOW MAIN-TRAVELED GRADED RD. FOR
 PA0727'7.0 MI TO T-RD. FORK.  CONTINUE STRAIGHT AHEAD FOR 2.3 MI TO A
 PA0727'Y-RD. FORK.  TURN LEFT AND GO 4.2 MI TO A Y-RD. FORK.  TAKE
 PA0727'LEFT FORK AND GO 1.7 MI TO Y-RD. FORK.  TAKE RIGHT FORK AND GO
 PA0727'0.8 MI TO Y-RD. FORK.  TAKE LEFT FORK AND DRIVE 4.3 MI TO DRY
 PA0727'MTN LOT AND STATION.
 PA0727'
 PA0727'STATION MARK--STANDARD USGS TABLET STAMPED DRY MTN 1974, CEMENTED
 PA0727'IN ROCK UNDER LOT,6 FT NE. OF SOUTHWEST LEG OF TOWER.  4.5 FT E. OF
 PA0727'WEST EDGE OF TOWER.  4 FT SW. OF CENTERLINE OF BOTTOM CONCRETE
 PA0727'STEP.
 PA0727'
 PA0727'REFERENCE MARK NO. 1--STANDARD USGS REFERENCE MARK TABLET STAMPED
 PA0727'DRY MTN 1974 NO 1, CEMENTED IN ROCK.
 PA0727'
 PA0727'REFERENCE MARK NO. 2--STANDARD USGS REFERENCE MARK TABLET STAMPED
 PA0727'DRY MTN 1974 NO 2, CEMENTED IN ROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2410 ***********************************************************************
 QE2410  DESIGNATION -  DRY RESET
 QE2410  PID         -  QE2410
 QE2410  STATE/COUNTY-  OR/LINCOLN
 QE2410  USGS QUAD   -  LINCOLN CITY (1984)
 QE2410
 QE2410                         *CURRENT SURVEY CONTROL
 QE2410  ___________________________________________________________________
 QE2410* NAD 83(1991)-  44 55 00.64357(N)    124 01 10.57227(W)     ADJUSTED  
 QE2410* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 QE2410  ___________________________________________________________________
 QE2410  LAPLACE CORR-          20.61  (seconds)                    DEFLEC99
 QE2410  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 QE2410  HORZ ORDER  -  THIRD
 QE2410
 QE2410.The horizontal coordinates were established by classical geodetic methods
 QE2410.and adjusted by the National Geodetic Survey in October 1991.
 QE2410
 QE2410.The orthometric height was scaled from a topographic map.
 QE2410
 QE2410.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2410
 QE2410.The geoid height was determined by GEOID03.
 QE2410
 QE2410;                    North         East     Units Scale Factor Converg.
 QE2410;SPC OR N     -   144,973.449 2,222,203.815   MT  0.99990420   -2 29 45.8
 QE2410;SPC OR N     -   475,634.68  7,290,694.93   iFT  0.99990420   -2 29 45.8
 QE2410;UTM  10      - 4,974,218.670   419,523.484   MT  0.99967964   -0 43 11.9
 QE2410
 QE2410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2410!SPC OR N     -   1.00000349  x   0.99990420  =   0.99990769
 QE2410!UTM  10      -   1.00000349  x   0.99967964  =   0.99968313
 QE2410
 QE2410|---------------------------------------------------------------------|
 QE2410| PID    Reference Object                     Distance      Geod. Az  |
 QE2410|                                                           dddmmss.s |
 QE2410| CE1433 DRY RM 2                             15.401 METERS 02735     |
 QE2410| QE1146 LONE TREE                           APPROX. 0.7 KM 0312547.1 |
 QE2410| CE1432 DRY RM 1                              6.807 METERS 18015     |
 QE2410|---------------------------------------------------------------------|
 QE2410
 QE2410                          SUPERSEDED SURVEY CONTROL
 QE2410
 QE2410  NAD 83(1986)-  44 55 00.69596(N)    124 01 10.59826(W) AD(       ) 3
 QE2410  NAD 83(1986)-  44 55 00.74360(N)    124 01 10.60539(W) AD(       ) 3
 QE2410  NAD 27      -  44 55 01.35200(N)    124 01 06.18300(W) AD(       ) 3
 QE2410
 QE2410.Superseded values are not recommended for survey control.
 QE2410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2410.See file dsdata.txt to determine how the superseded data were derived.
 QE2410
 QE2410_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ1952374219(NAD 83)
 QE2410_MARKER: Z = SEE DESCRIPTION
 QE2410_SETTING: 0 = UNSPECIFIED SETTING
 QE2410
 QE2410  HISTORY     - Date     Condition        Report By
 QE2410  HISTORY     - 1927     MONUMENTED       CGS
 QE2410  HISTORY     - 1952     SEE DESCRIPTION  CGS
 QE2410  HISTORY     - 1966     SEE DESCRIPTION  CGS
 QE2410
 QE2410                          STATION DESCRIPTION
 QE2410
 QE2410'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (GLB)
 QE2410'STATION IS ON MOST WESTERLY TIP OF MAIN POINT OF LAND THAT MAKES
 QE2410'OUT OF THE W SHORE OF SILETZ BAY AT ABOUT MIDWAY OF ITS LENGTH.  IT
 QE2410'IS ON BARE SANDY GROUND 2 METERS FROM THE BUSH LINE, AND 5 METERS
 QE2410'FROM HIGH-WATER LINE.  SUMMER COLONY KNOWN AS CUTLER CITY OCCUPIES
 QE2410'MOST OF MAIN PORTION OF POINT.
 QE2410'
 QE2410'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 QE2410'CONCRETE IN THE TOP OF TILES WHICH ARE EMBEDDED IN THE GROUND.
 QE2410'
 QE2410'UNDERGROUND MARK IS A STANDARD BRONZE DISK SET IN CONCRETE, 3
 QE2410'FEET BELOW THE SURFACE.
 QE2410'
 QE2410'REFERENCE MARK NO.1 IS ON BUSH LINE, ABOUT 6 METERS FROM
 QE2410'HIGH-WATER LINE.
 QE2410'
 QE2410'REFERENCE MARK NO.2 IS 3 METERS FROM BUSH LINE AND 20 METERS FROM
 QE2410'HIGH-WATER LINE.
 QE2410
 QE2410                          STATION RECOVERY (1952)
 QE2410
 QE2410'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (HGC)
 QE2410'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  STATION IS ON THE MOST
 QE2410'W TIP OF THE MAIN POINT OF LAND ON THE E SHORE OF SILETZ BAY AT
 QE2410'ABOUT MIDWAY OF ITS LENGTH.  IT IS IN THE W PART OF CUTLER CITY AND
 QE2410'IS JUST W OF MR. FISHERS PROPERTY KNOWN AS DAD FISHERS PLACE.  IT
 QE2410'IS ABOUT 300 FEET N OF WOODEN APPROACH TO SMALL DOCK ON SILETZ
 QE2410'RIVER AND ABOUT 18 FEET E OF THE HIGH-WATER LINE.  IT IS SET IN
 QE2410'SANDY GROUND AMONG A GROWTH OF SCOTCH-BROOM.  A 2 BY 4 WOODEN
 QE2410'STAKE WAS DRIVEN NEAR THE MARK AS A WITNESS STAKE.
 QE2410'
 QE2410'STATION MARK IS NO LONGER IN PLACE AND IS GONE.  AN UNDERGROUND
 QE2410'MARK IS ABOUT 5 INCHES UNDER THE SURFACE NOW.  IT IS A STANDARD
 QE2410'REFERENCE DISK, STAMPED DRY 1927 AND SET IN CONCRETE IN THE TOP OF
 QE2410'A 12-INCH IN DIAMETER BRICK TILE.  IT WAS PREVIOUSLY REPORTED THAT
 QE2410'THIS MARK WAS RESET BY AN UNKNOWN PARTY.  THIS SEEMS IN ERROR TO
 QE2410'THE RECOVERY PARTY AS IN MEASURING FROM REFERENCE MARKS THE
 QE2410'DISTANCES CHECKED THE 1927 DISTANCES AND ARROWS POINT DIRECTLY
 QE2410'TO THE STATION.  IT IS ASSUMED THAT A REFERENCE MARK WAS SET FOR
 QE2410'THE UNDERGROUND MARK ORIGINALLY.
 QE2410'
 QE2410'REFERENCE MARK 1 IS A STANDARD REFERENCE DISK SET IN CONCRETE IN
 QE2410'THE TOP OF A 12-INCH IN DIAMETER BRICK TILE, STAMPED DRY NO 1 1927,
 QE2410'PROJECTING ABOUT 6 INCHES ABOVE SURFACE OF THE GROUND.  IT IS S OF
 QE2410'THE STATION.
 QE2410'
 QE2410'REFERENCE MARK 2 IS A STANDARD REFERENCE DISK SET IN CONCRETE IN
 QE2410'12-INCH DIAMETER CIRCULAR MONUMENT, AND STAMPED DRY NO 2 1927.  THE
 QE2410'BRICK TILE USED AS A FORM IS NOW BROKEN OFF.  IT IS NE OF THE
 QE2410'STATION.
 QE2410'
 QE2410'ALL DISTANCES WERE CHECKED.  HOWEVER NO CHECK WAS MADE ON
 QE2410'DIRECTIONS AT THIS TIME.
 QE2410
 QE2410                          STATION RECOVERY (1966)
 QE2410
 QE2410'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JCL)
 QE2410'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 QE2410'WERE RECOVERED AND FOUND IN GOOD CONDITION.  LANDMARKS HAVE
 QE2410'CHANGED.  A NEW AND COMPLETE RECOVERY NOTE FOLLOWS.
 QE2410'
 QE2410'THE STATION IS AT THE WEST EDGE OF THE VILLAGE OF CUTLER CITY
 QE2410'AND THE EAST EDGE OF SILETZ BAY.
 QE2410'
 QE2410'TO REACH THE STATION FROM THE CUTLER CITY COMMUNITY HALL GO NORTH
 QE2410'ON GALEY AVENUE FOR 0.05 MILE TO SOUTH 65TH STREET, TURN LEFT AND
 QE2410'GO WEST ON SOUTH 65TH STREET FOR 0.15 MILE TO THE END OF THE STREET
 QE2410'AND THE END OF TRUCK TRAVEL.  PACK WEST ON WELL TRAVELED BEACH
 QE2410'TRAIL FOR 180 FEET TO REFERENCE MARK NO. 2, THEN SOUTHWEST
 QE2410'THROUGH THE BRUSH FOR 50 FEET TO THE STATION.
 QE2410'
 QE2410'THE STATION MARK, STAMPED DRY 1927, IS A REFERENCE MARK DISK SET
 QE2410'IN CONCRETE, ENCASED IN A 12-INCH TILE.  THE ARROW OF THE DISK
 QE2410'POINTS VERY NEAR TO TRUE NORTH.  THE STATION MARK IS 48 FEET
 QE2410'NORTHWEST OF THE NORTHWEST CORNER OF THE SHUBERTS HOUSE, HOUSE
 QE2410'NO. 6515, 38 FEET EAST OF THE HIGH WATER LINE, 12 FEET SOUTH OF A
 QE2410'PATH TO THE BEACH, 5 FEET SOUTHWEST OF A PINE TREE WITH A
 QE2410'TRIANGLE BLAZE, 3 FEET EAST OF A PATH THAT PARALLELS THE BEACH, 1
 QE2410'FOOT WEST OF A METAL WITNESS POST AND 1 FOOT BELOW THE
 QE2410'SURFACE.
 QE2410'
 QE2410'REFERENCE MARK NO. 1, STAMPED DRY NO 1 1927, IS A STANDARD DISK
 QE2410'SET IN A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 4
 QE2410'INCHES, 39 FEET WEST OF THE NORTHWEST CORNER OF HOUSE NUMBER 6515,
 QE2410'26 FEET EAST OF THE HIGH WATER LINE, 23 FEET SOUTH OF THE WITNESS
 QE2410'POST AND 1 FOOT SOUTH OF THE PATH TO THE BEACH.
 QE2410'
 QE2410'REFERENCE MARK NO. 2, STAMPED DRY NO 2 1927, IS A STANDARD DISK
 QE2410'SET IN A CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 3 INCHES, 70
 QE2410'FEET EAST OF THE HIGH WATER LINE, 50 FEET NORTH-NORTHWEST OF THE
 QE2410'WITNESS POST AND 6 FEET SOUTH OF A PATH TO THE BEACH.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1947 ***********************************************************************
 RD1947  DESIGNATION -  DRY STOCKING BAR LIGHT
 RD1947  PID         -  RD1947
 RD1947  STATE/COUNTY-  OR/TILLAMOOK
 RD1947  USGS QUAD   -  NETARTS (1986)
 RD1947
 RD1947                         *CURRENT SURVEY CONTROL
 RD1947  ___________________________________________________________________
 RD1947* NAD 83(1991)-  45 28 02.68643(N)    123 52 44.56765(W)     ADJUSTED  
 RD1947* NAVD 88     -              **(meters)            **(feet)            
 RD1947  ___________________________________________________________________
 RD1947  LAPLACE CORR-          18.76  (seconds)                    DEFLEC99
 RD1947  GEOID HEIGHT-         -22.51  (meters)                     GEOID03
 RD1947  HORZ ORDER  -  THIRD
 RD1947
 RD1947.The horizontal coordinates were established by classical geodetic methods
 RD1947.and adjusted by the National Geodetic Survey in October 1991.
 RD1947
 RD1947
 RD1947.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1947
 RD1947.The geoid height was determined by GEOID03.
 RD1947
 RD1947;                    North         East     Units Scale Factor Converg.
 RD1947;SPC OR N     -   205,627.687 2,235,849.259   MT  0.99990815   -2 23 46.9
 RD1947;SPC OR N     -   674,631.52  7,335,463.45   iFT  0.99990815   -2 23 46.9
 RD1947;UTM  10      - 5,035,251.966   431,283.338   MT  0.99965806   -0 37 36.0
 RD1947
 RD1947                          SUPERSEDED SURVEY CONTROL
 RD1947
 RD1947  NAD 83(1986)-  45 28 02.71682(N)    123 52 44.56481(W) AD(       ) 4
 RD1947  NAD 27      -  45 28 03.34500(N)    123 52 40.10200(W) AD(       ) 3
 RD1947
 RD1947.Superseded values are not recommended for survey control.
 RD1947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1947.See file dsdata.txt to determine how the superseded data were derived.
 RD1947
 RD1947_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR3128335252(NAD 83)
 RD1947
 RD1947  HISTORY     - Date     Condition        Report By
 RD1947  HISTORY     - 1954     MONUMENTED       CGS
 RD1947  HISTORY     - 20020303 MARK NOT FOUND   USPSQD
 RD1947
 RD1947                          STATION DESCRIPTION
 RD1947
 RD1947'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (FN)
 RD1947'LOCATED AT THE INTERSECTION OF THE TILLAMOOK RIVER AND HOQUARTEN
 RD1947'SLOUGH, SOUTH OF DRY STOCKING ISLAND AND THE HOQUARTEN SLOUGH
 RD1947'CHANNEL AND ON THE NORTH SIDE OF THE TILLAMOOK RIVER CHANNEL.  THE
 RD1947'STRUCTURE IS A MULTIPLE PILE DOLPHIN TOPPED BY A WHITE PLATFORM
 RD1947'AND A FLASHING WHITE LIGHT.  THE CENTER OF THE LIGHT WAS
 RD1947'INTERSECTED.
 RD1947
 RD1947                          STATION RECOVERY (2002)
 RD1947
 RD1947'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 RD1947'REMOVED PRIOR TO 1973. DOES NOT SHOW IN LIGHT LIST OR ON 1973
 RD1947'TILLAMOOK BAY CHART
 RD1947' 
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD4026 ***********************************************************************
 RD4026  DESIGNATION -  DUCK
 RD4026  PID         -  RD4026
 RD4026  STATE/COUNTY-  OR/COLUMBIA
 RD4026  USGS QUAD   -  ST HELENS (1990)
 RD4026
 RD4026                         *CURRENT SURVEY CONTROL
 RD4026  ___________________________________________________________________
 RD4026* NAD 83(1991)-  45 49 26.51855(N)    122 47 54.41560(W)     ADJUSTED  
 RD4026* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 RD4026  ___________________________________________________________________
 RD4026  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 RD4026  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 RD4026  HORZ ORDER  -  THIRD
 RD4026
 RD4026.The horizontal coordinates were established by classical geodetic methods
 RD4026.and adjusted by the National Geodetic Survey in October 1991.
 RD4026
 RD4026.The orthometric height was scaled from a topographic map.
 RD4026
 RD4026.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD4026
 RD4026.The geoid height was determined by GEOID03.
 RD4026
 RD4026;                    North         East     Units Scale Factor Converg.
 RD4026;SPC OR N     -   242,276.843 2,321,422.246   MT  0.99996002   -1 37 48.1
 RD4026;SPC OR N     -   794,871.53  7,616,214.72   iFT  0.99996002   -1 37 48.1
 RD4026;SPC WA S     -    57,143.838   321,415.911   MT  1.00000212   -1 40 10.5
 RD4026;SPC WA S     -   187,479.41  1,054,512.03   sFT  1.00000212   -1 40 10.5
 RD4026;UTM  10      - 5,074,516.396   515,655.976   MT  0.99960301   +0 08 40.4
 RD4026
 RD4026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD4026!SPC OR N     -   1.00000242  x   0.99996002  =   0.99996244
 RD4026!SPC WA S     -   1.00000242  x   1.00000212  =   1.00000454
 RD4026!UTM  10      -   1.00000242  x   0.99960301  =   0.99960543
 RD4026
 RD4026:                Primary Azimuth Mark                     Grid Az
 RD4026:SPC OR N     -  ELEVEN 2                                 011 03 51.8
 RD4026:SPC WA S     -  ELEVEN 2                                 011 06 14.2
 RD4026:UTM  10      -  ELEVEN 2                                 009 17 23.3
 RD4026
 RD4026|---------------------------------------------------------------------|
 RD4026| PID    Reference Object                     Distance      Geod. Az  |
 RD4026|                                                           dddmmss.s |
 RD4026| RD3980 ELEVEN 2                            APPROX. 1.4 KM 0092603.7 |
 RD4026| RD3936 FISH BDRY SIGN S SIDE LAKE R        APPROX. 2.3 KM 0305251.0 |
 RD4026| RD4039 DUCK CLUB LIGHT                      37.039 METERS 06820     |
 RD4026| RD4070 6 TREE                              APPROX. 1.7 KM 1414032.7 |
 RD4026| RD3942 HENRICI CROSSING LIGHT 1            APPROX. 1.8 KM 1553610.7 |
 RD4026| RD4012 BACHELOR POINT LIGHT                APPROX. 3.9 KM 1554328.2 |
 RD4026| RD3949 HENRICI CROSSING LIGHT 3            APPROX. 3.2 KM 1562908.0 |
 RD4026| RD3921 DIKE 22.6 DOLPHIN WEST END          APPROX. 2.5 KM 1564508.5 |
 RD4026| RD4004 HENRICI LANDING FRONT RNG LT        APPROX. 1.7 KM 1761210.1 |
 RD4026| CE2498 DUCK RM 1                            32.183 METERS 20012     |
 RD4026| CE2499 DUCK RM 2                            13.458 METERS 28508     |
 RD4026|---------------------------------------------------------------------|
 RD4026
 RD4026                          SUPERSEDED SURVEY CONTROL
 RD4026
 RD4026  NAD 83(1986)-  45 49 26.53825(N)    122 47 54.41341(W) AD(       ) 3
 RD4026  NAD 27      -  45 49 27.11800(N)    122 47 50.04200(W) AD(       ) 3
 RD4026
 RD4026.Superseded values are not recommended for survey control.
 RD4026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4026.See file dsdata.txt to determine how the superseded data were derived.
 RD4026
 RD4026_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1565674516(NAD 83)
 RD4026_MARKER: Z = SEE DESCRIPTION
 RD4026_SETTING: 0 = UNSPECIFIED SETTING
 RD4026
 RD4026  HISTORY     - Date     Condition        Report By
 RD4026  HISTORY     - 1937     MONUMENTED       CGS
 RD4026  HISTORY     - 1951     SEE DESCRIPTION  CGS
 RD4026  HISTORY     - 1952     SEE DESCRIPTION  USGS
 RD4026
 RD4026                          STATION DESCRIPTION
 RD4026
 RD4026'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (RWK)
 RD4026'STATION IS ON SAUVIE ISLAND, ABOUT 1-3/4 MILES S OF WARRIOR ROCK, ON
 RD4026'THE PROPERTY OF THE DUCK CLUB, ABOUT 16 METERS SE OF THE SE CORNER OF
 RD4026'THE CLUB HOUSE, ABOUT 4 METERS W OF THE BANK, ON A SLIGHT POINT.
 RD4026'
 RD4026'STATION IS MARKED BY A STANDARD DISK, STAMPED DUCK 1937 CEMENTED
 RD4026'INTO A 5-FOOT LENGTH OF 4-INCH CAST-IRON SOIL PIPE.
 RD4026'
 RD4026'THE REFERENCE MARKS WERE SIMILARLY SET.
 RD4026
 RD4026                          STATION RECOVERY (1951)
 RD4026
 RD4026'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HGC)
 RD4026'SEVERAL HOURS WERE SPENT LOOKING FOR THE STATION AND A LARGE AMOUNT
 RD4026'OF DIGGING WAS DONE BUT IT WAS NOT FOUND.  THE OLD CLUBHOUSE
 RD4026'MENTIONED IN THE OLD DESCRIPTION IS NOW WASHED AWAY AND THE BANK
 RD4026'HAS BEEN ERODED AN UNKNOWN AMOUNT.  THE AREA W OF THE BANK HAS BEEN
 RD4026'FILLED AN UNKNOWN AMOUNT.
 RD4026'
 RD4026'DUCK 2 1951 WAS ESTABLISHED ON THE SAME POINT BUT AFTER THE
 RD4026'GEOGRAPHIC POSITION WAS COMPUTED THE AREA WAS NOT AGAIN SEARCHED.
 RD4026'THE STATION MAY BE COVERED BY SAND.
 RD4026
 RD4026                          STATION RECOVERY (1952)
 RD4026
 RD4026'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 RD4026'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 RD4026'
 RD4026'REFERENCE MARKS COULD NOT BE FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1927 ***********************************************************************
 SC1927  DESIGNATION -  DUCK
 SC1927  PID         -  SC1927
 SC1927  STATE/COUNTY-  OR/CLATSOP
 SC1927  USGS QUAD   -  KNAPPA (1986)
 SC1927
 SC1927                         *CURRENT SURVEY CONTROL
 SC1927  ___________________________________________________________________
 SC1927* NAD 83(1991)-  46 13 57.29709(N)    123 34 33.03617(W)     ADJUSTED  
 SC1927* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 SC1927  ___________________________________________________________________
 SC1927  LAPLACE CORR-          13.23  (seconds)                    DEFLEC99
 SC1927  GEOID HEIGHT-         -22.11  (meters)                     GEOID03
 SC1927  HORZ ORDER  -  SECOND
 SC1927
 SC1927.The horizontal coordinates were established by classical geodetic methods
 SC1927.and adjusted by the National Geodetic Survey in October 1991.
 SC1927
 SC1927.The orthometric height was scaled from a topographic map.
 SC1927
 SC1927.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1927
 SC1927.The geoid height was determined by GEOID03.
 SC1927
 SC1927;                    North         East     Units Scale Factor Converg.
 SC1927;SPC OR N     -   289,664.231 2,262,776.616   MT  1.00006749   -2 10 52.8
 SC1927;SPC OR N     -   950,341.97  7,423,807.80   iFT  1.00006749   -2 10 52.8
 SC1927;SPC WA S     -   104,576.345   262,811.234   MT  0.99993342   -2 14 03.4
 SC1927;SPC WA S     -   343,097.56    862,239.86   sFT  0.99993342   -2 14 03.4
 SC1927;UTM  10      - 5,120,050.668   455,598.340   MT  0.99962423   -0 24 57.1
 SC1927
 SC1927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1927!SPC OR N     -   1.00000300  x   1.00006749  =   1.00007049
 SC1927!SPC WA S     -   1.00000300  x   0.99993342  =   0.99993642
 SC1927!UTM  10      -   1.00000300  x   0.99962423  =   0.99962723
 SC1927
 SC1927:                Primary Azimuth Mark                     Grid Az
 SC1927:SPC OR N     -  PILLAR ROCK CHAN LIGHT BUOY 6            004 10 10.5
 SC1927:SPC WA S     -  PILLAR ROCK CHAN LIGHT BUOY 6            004 13 21.1
 SC1927:UTM  10      -  PILLAR ROCK CHAN LIGHT BUOY 6            002 24 14.8
 SC1927
 SC1927|---------------------------------------------------------------------|
 SC1927| PID    Reference Object                     Distance      Geod. Az  |
 SC1927|                                                           dddmmss.s |
 SC1927| SC1861 PILLAR ROCK CHAN LIGHT BUOY 6       APPROX. 2.6 KM 0015917.7 |
 SC1927| SC1853 ROCK CRUSHER RIVER GABLE            APPROX. 4.2 KM 0303100.3 |
 SC1927| SC1857 THREE TREE BAR BEACON               APPROX. 3.8 KM 0323411.9 |
 SC1927| SC1934 WOODY ISLAND TALL PILE              APPROX. 1.9 KM 0521340.5 |
 SC1927| SC1929 DIKE                                APPROX. 2.7 KM 1052531.2 |
 SC1927| CE3085 DUCK RM 1                            46.275 METERS 18426     |
 SC1927| CE3086 DUCK RM 2                            16.950 METERS 24609     |
 SC1927| SC1949 SNAG ISLAND BEACON                  APPROX. 6.0 KM 2680853.7 |
 SC1927| SC1892 MILLER SANDS FISH BARN N GAB        APPROX. 6.0 KM 2944006.9 |
 SC1927| SC1859 PILLAR ROCK DOLPHIN                 APPROX. 4.6 KM 3123049.8 |
 SC1927| SC1856 PILLAR ROCK CHANNEL LIGHT 2         APPROX. 3.8 KM 3133724.2 |
 SC1927| SC1873 ROCKY POINT 2                       APPROX. 4.2 KM 3171827.0 |
 SC1927| SC1855 ELLIOT SCHOOL FLAGPOLE              APPROX. 4.2 KM 3202345.5 |
 SC1927| SC1870 PILLAR ROCK LIGHT                   APPROX. 3.0 KM 3425011.2 |
 SC1927| SC1863 PILLAR ROCK CHANNEL LIGHT 1         APPROX. 2.9 KM 3451848.5 |
 SC1927| SC1852 ELLIOTT PILLAR ROCK CANNERY         APPROX. 3.2 KM 3452556.6 |
 SC1927|---------------------------------------------------------------------|
 SC1927
 SC1927                          SUPERSEDED SURVEY CONTROL
 SC1927
 SC1927  NAD 83(1986)-  46 13 57.30894(N)    123 34 33.02644(W) AD(       ) 2
 SC1927  NAD 27      -  46 13 57.91569(N)    123 34 28.54024(W) AD(       ) 2
 SC1927
 SC1927.Superseded values are not recommended for survey control.
 SC1927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1927.See file dsdata.txt to determine how the superseded data were derived.
 SC1927
 SC1927_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS5559820051(NAD 83)
 SC1927
 SC1927  HISTORY     - Date     Condition        Report By
 SC1927  HISTORY     - 1935     MONUMENTED       CGS
 SC1927  HISTORY     - 1950     SEE DESCRIPTION  CGS
 SC1927
 SC1927                          STATION DESCRIPTION
 SC1927
 SC1927'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (RWK)
 SC1927'THE STATION IS LOCATED ON THE N SIDE OF AN ISLAND WHICH IS DIRECTLY
 SC1927'OPPOSITE PILLAR ROCK ON THE WASHINGTON SIDE OF THE COLUMBIA RIVER,
 SC1927'AND JUST N OF MARSH ISLAND.  THE STATION IS ABOUT 50 METERS N
 SC1927'OF THE BRUSH LINE.  THE GROUND AT THE STATION IS VERY MARSHY AND
 SC1927'COVERS AT HIGH TIDE.  THERE IS A SMALL SLOUGH 2 METERS N OF THE
 SC1927'STATION WHICH IS DRY AT LOW TIDE.
 SC1927'
 SC1927'THE STATION MARK WAS SET IN THE TOP OF A 2-INCH PIPE WHICH WAS
 SC1927'DRIVEN 5 FEET INTO THE GROUND, AND SURROUNDED BY A 7-INCH
 SC1927'CYLINDER OF CONCRETE 30 INCHES LONG.  IT PROJECTS 10 INCHES ABOVE
 SC1927'THE GROUND.
 SC1927'
 SC1927'REFERENCE MARK NO.1 PROJECTS 12 INCHES ABOVE THE GROUND, AND
 SC1927'IS THE SAME AS THE STATION MARK, EXCEPT A SQUARE CONCRETE BLOCK
 SC1927'WAS CAST AROUND THE TOP.
 SC1927'
 SC1927'REFERENCE MARK NO.2 IS A 4-INCH IRON PIPE DRIVEN 3 FEET INTO
 SC1927'THE GROUND WITH A MARK SET IN CONCRETE IN THE CENTER.  IT PROJECTS
 SC1927'12 INCHES ABOVE THE GROUND.
 SC1927
 SC1927                          STATION RECOVERY (1950)
 SC1927
 SC1927'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (WHB)
 SC1927'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  DISTANCES
 SC1927'TO REFERENCE MARKS, NOT THE DIRECTIONS, WERE CHECKED AT THIS
 SC1927'TIME.  THE 1935 DESCRIPTION IS COMPLETE AND ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1112 ***********************************************************************
 OA1112  DESIGNATION -  DUCK
 OA1112  PID         -  OA1112
 OA1112  STATE/COUNTY-  OR/LANE
 OA1112  USGS QUAD   -  GOOSE PASTURE (1984)
 OA1112
 OA1112                         *CURRENT SURVEY CONTROL
 OA1112  ___________________________________________________________________
 OA1112* NAD 83(1991)-  43 55 54.31538(N)    124 08 45.87373(W)     ADJUSTED  
 OA1112* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 OA1112  ___________________________________________________________________
 OA1112  LAPLACE CORR-          13.61  (seconds)                    DEFLEC99
 OA1112  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 OA1112  HORZ ORDER  -  THIRD
 OA1112
 OA1112.The horizontal coordinates were established by classical geodetic methods
 OA1112.and adjusted by the National Geodetic Survey in October 1991.
 OA1112
 OA1112.The orthometric height was scaled from a topographic map.
 OA1112
 OA1112.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1112
 OA1112.The geoid height was determined by GEOID03.
 OA1112
 OA1112;                    North         East     Units Scale Factor Converg.
 OA1112;SPC OR S     -   257,992.887 1,207,324.470   MT  0.99998337   -2 29 40.0
 OA1112;SPC OR S     -   846,433.36  3,961,038.29   iFT  0.99998337   -2 29 40.0
 OA1112;UTM  10      - 4,864,931.352   408,008.876   MT  0.99970408   -0 47 42.7
 OA1112
 OA1112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1112!SPC OR S     -   1.00000345  x   0.99998337  =   0.99998682
 OA1112!UTM  10      -   1.00000345  x   0.99970408  =   0.99970753
 OA1112
 OA1112:                Primary Azimuth Mark                     Grid Az
 OA1112:SPC OR S     -  CLEAR                                    008 14 11.4
 OA1112:UTM  10      -  CLEAR                                    006 32 14.1
 OA1112
 OA1112|---------------------------------------------------------------------|
 OA1112| PID    Reference Object                     Distance      Geod. Az  |
 OA1112|                                                           dddmmss.s |
 OA1112| OA1110 CLEAR                               APPROX. 4.1 KM 0054431.4 |
 OA1112| CE1434 DUCK RM 1                            56.230 METERS 03643     |
 OA1112| CE1435 DUCK RM 2                            23.810 METERS 11112     |
 OA1112|---------------------------------------------------------------------|
 OA1112
 OA1112                          SUPERSEDED SURVEY CONTROL
 OA1112
 OA1112  NAD 83(1986)-  43 55 54.32214(N)    124 08 45.92612(W) AD(       ) 3
 OA1112  NAD 27      -  43 55 54.88100(N)    124 08 41.48700(W) AD(       ) 3
 OA1112
 OA1112.Superseded values are not recommended for survey control.
 OA1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1112.See file dsdata.txt to determine how the superseded data were derived.
 OA1112
 OA1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP0800964931(NAD 83)
 OA1112_MARKER: Z = SEE DESCRIPTION
 OA1112_SETTING: 0 = UNSPECIFIED SETTING
 OA1112
 OA1112  HISTORY     - Date     Condition        Report By
 OA1112  HISTORY     - 1928     MONUMENTED       CGS
 OA1112
 OA1112                          STATION DESCRIPTION
 OA1112
 OA1112'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (GLB)
 OA1112'THIS TRAVERSE STATION IS ON TOP OF THE MOST WESTERLY OF A GROUP
 OA1112'OF GRASS-COVERED SAND DUNES, 50 METERS IN FROM THE ORDINARY
 OA1112'HIGH-WATER LINE, AND ABOUT 150 METERS N OF A SMALL STREAM.  THERE
 OA1112'IS THE WRECK OF AN OLD SCHOONER ON THE BEACH ABOUT 3/4 MILE S OF
 OA1112'THE STATION.
 OA1112'
 OA1112'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 OA1112'CONCRETE AT THE CENTER OF THE TOP OF TILES.
 OA1112'
 OA1112'UNDERGROUND MARK IS A STANDARD BRONZE DISK SET IN CONCRETE, AS
 OA1112'DESCRIBED IN NOTE 7A.
 OA1112'
 OA1112'REFERENCE MARK NO.1 IS ON A GRASSY SAND DUNE NE OF STATION, AND
 OA1112'REFERENCE MARK NO.2 IS ON TOP OF A GRASSY SAND DUNE E BY S OF THE
 OA1112'STATION.
 OA1112'
 OA1112'WITNESS STAKES WERE SET AS FOLLOWS, DISTANCES AND DIRECTIONS
 OA1112'BEING ESTIMATED--2 METERS WNW OF THE STATION MARK, 2 METERS NW OF
 OA1112'REFERENCE MARK NO.1 AND 2 METERS NW OF REFERENCE MARK NO.2.  THESE
 OA1112'PROJECT ABOUT 5 FEET ABOVE THE GROUND AND ARE EASILY SEEN FROM THE
 OA1112'BEACH.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD4023 ***********************************************************************
 RD4023  DESIGNATION -  DUCK 2
 RD4023  PID         -  RD4023
 RD4023  STATE/COUNTY-  OR/COLUMBIA
 RD4023  USGS QUAD   -  ST HELENS (1990)
 RD4023
 RD4023                         *CURRENT SURVEY CONTROL
 RD4023  ___________________________________________________________________
 RD4023* NAD 83(1991)-  45 49 26.34820(N)    122 47 55.26430(W)     ADJUSTED  
 RD4023* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 RD4023  ___________________________________________________________________
 RD4023  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 RD4023  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 RD4023  HORZ ORDER  -  THIRD
 RD4023
 RD4023.The horizontal coordinates were established by classical geodetic methods
 RD4023.and adjusted by the National Geodetic Survey in October 1991.
 RD4023
 RD4023.The orthometric height was scaled from a topographic map.
 RD4023
 RD4023.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD4023
 RD4023.The geoid height was determined by GEOID03.
 RD4023
 RD4023;                    North         East     Units Scale Factor Converg.
 RD4023;SPC OR N     -   242,272.107 2,321,403.785   MT  0.99996001   -1 37 48.7
 RD4023;SPC OR N     -   794,855.99  7,616,154.15   iFT  0.99996001   -1 37 48.7
 RD4023;SPC WA S     -    57,139.115   321,397.446   MT  1.00000213   -1 40 11.1
 RD4023;SPC WA S     -   187,463.91  1,054,451.45   sFT  1.00000213   -1 40 11.1
 RD4023;UTM  10      - 5,074,511.092   515,637.676   MT  0.99960301   +0 08 39.8
 RD4023
 RD4023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD4023!SPC OR N     -   1.00000242  x   0.99996001  =   0.99996243
 RD4023!SPC WA S     -   1.00000242  x   1.00000213  =   1.00000455
 RD4023!UTM  10      -   1.00000242  x   0.99960301  =   0.99960543
 RD4023
 RD4023:                Primary Azimuth Mark                     Grid Az
 RD4023:SPC OR N     -  H 1 2 RM 3                               024 23 02.3
 RD4023:SPC WA S     -  H 1 2 RM 3                               024 25 24.7
 RD4023:UTM  10      -  H 1 2 RM 3                               022 36 33.8
 RD4023
 RD4023|---------------------------------------------------------------------|
 RD4023| PID    Reference Object                     Distance      Geod. Az  |
 RD4023|                                                           dddmmss.s |
 RD4023| RD3968 H 1 2 RM 3                          APPROX. 3.6 KM 0224513.6 |
 RD4023| RD4042 DUCK CLUB LIGHT 6                    51.128 METERS 07147     |
 RD4023| RD4035 HENRICI FRONT RANGE LIGHT           APPROX. 1.2 KM 1782359.6 |
 RD4023| CE2500 DUCK 2 RM 2                           7.820 METERS 25221     |
 RD4023| CE2501 DUCK 2 RM 3                          33.690 METERS 35610     |
 RD4023|---------------------------------------------------------------------|
 RD4023
 RD4023                          SUPERSEDED SURVEY CONTROL
 RD4023
 RD4023  NAD 83(1986)-  45 49 26.36796(N)    122 47 55.26234(W) AD(       ) 3
 RD4023  NAD 27      -  45 49 26.94900(N)    122 47 50.89400(W) AD(       ) 3
 RD4023
 RD4023.Superseded values are not recommended for survey control.
 RD4023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4023.See file dsdata.txt to determine how the superseded data were derived.
 RD4023
 RD4023_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1563874511(NAD 83)
 RD4023_MARKER: Z = SEE DESCRIPTION
 RD4023_SETTING: 0 = UNSPECIFIED SETTING
 RD4023
 RD4023  HISTORY     - Date     Condition        Report By
 RD4023  HISTORY     - 1951     MONUMENTED       CGS
 RD4023
 RD4023                          STATION DESCRIPTION
 RD4023
 RD4023'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (HGC)
 RD4023'STATION IS 3 MILES S OF SAINT HELENS ON W SIDE OF RIVER,
 RD4023'APPROXIMATELY 75 METERS W OF DUCK LIGHT, 50 METERS N OF SMALL
 RD4023'STREAM BED ON A SMALL PROJECTION OF LAND, 12 METERS W OF EDGE OF
 RD4023'BANK, 10 METERS W OF AN APPLE TREE, AND 9 METERS S OF A PRUNE
 RD4023'TREE.  THERE IS A FENCE POST 1 FOOT AWAY ON EACH SIDE OF MARK.
 RD4023'ONE IS 3 FEET HIGH AND ONE IS 2 FEET HIGH.
 RD4023'
 RD4023'STATION MARK IS A STANDARD DISK SET IN CEMENT IN A 4-INCH
 RD4023'CAST-IRON SOIL PIPE PROJECTING 1 FOOT ABOVE SURFACE.  IT IS STAMPED
 RD4023'DUCK 2 1951.
 RD4023'
 RD4023'R.M. 2 IS A STANDARD DISK SET IN A 10- BY 10-INCH MONUMENT
 RD4023'PROJECTING 4 INCHES ABOVE GROUND.  IT IS STAMPED DUCK 2 NO 2.  A
 RD4023'SMALL FENCE POST 4 FEET HIGH IS 2 FEET SW OF THE MARK.
 RD4023'
 RD4023'R.M. 3 IS A STANDARD U.S.E. REFERENCE-MARK DISK, STAMPED DUCK
 RD4023'R M 3 AND POINTS APPROXIMATELY 10 DEG LEFT OF THE STATION.  IT IS
 RD4023'SET IN A 4- BY 4-INCH BLOCK OF CONCRETE SET FLUSH WITH THE GROUND
 RD4023'SURFACE.  THERE IS A CREOSOTE POLE 10 INCHES IN DIAMETER AND 6
 RD4023'FEET HIGH 3-1/2 FEET N OF THE MARK AND A LARGE NUT TREE 8 FEET S.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0660 ***********************************************************************
 PA0660  DESIGNATION -  DUCK BUTTE
 PA0660  PID         -  PA0660
 PA0660  STATE/COUNTY-  OR/MALHEUR
 PA0660  USGS QUAD   -  DUCK CREEK BUTTE (1977)
 PA0660
 PA0660                         *CURRENT SURVEY CONTROL
 PA0660  ___________________________________________________________________
 PA0660* NAD 83(1994)-  43 10 03.89088(N)    118 08 14.91361(W)     ADJUSTED  
 PA0660* NAVD 88     -      1867.5    (meters)    6127.     (feet)  VERTCON   
 PA0660  ___________________________________________________________________
 PA0660  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 PA0660  GEOID HEIGHT-         -18.24  (meters)                     GEOID03
 PA0660  HORZ ORDER  -  SECOND
 PA0660
 PA0660.The horizontal coordinates were established by classical geodetic methods
 PA0660.and adjusted by the National Geodetic Survey in June 1998.
 PA0660
 PA0660.The NAVD 88 height was computed by applying the VERTCON shift value to
 PA0660.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PA0660
 PA0660.The Laplace correction was computed from DEFLEC99 derived deflections.
 PA0660
 PA0660.The geoid height was determined by GEOID03.
 PA0660
 PA0660;                    North         East     Units Scale Factor Converg.
 PA0660;SPC OR S     -   169,452.856 1,692,071.881   MT  0.99989461   +1 36 58.7
 PA0660;SPC OR S     -   555,947.69  5,551,416.93   iFT  0.99989461   +1 36 58.7
 PA0660;UTM  11      - 4,780,071.088   407,538.421   MT  0.99970517   -0 46 41.7
 PA0660
 PA0660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PA0660!SPC OR S     -   0.99971009  x   0.99989461  =   0.99960473
 PA0660!UTM  11      -   0.99971009  x   0.99970517  =   0.99941534
 PA0660
 PA0660:                Primary Azimuth Mark                     Grid Az
 PA0660:SPC OR S     -  STAR                                     028 55 39.4
 PA0660:UTM  11      -  STAR                                     031 19 19.8
 PA0660
 PA0660|---------------------------------------------------------------------|
 PA0660| PID    Reference Object                     Distance      Geod. Az  |
 PA0660|                                                           dddmmss.s |
 PA0660| OH1203 STAR                                APPROX.26.8 KM 0303238.1 |
 PA0660| CD6451 DUCK BUTTE RM 2                      12.360 METERS 06041     |
 PA0660| CD6450 DUCK BUTTE RM 1                      12.602 METERS 33037     |
 PA0660|---------------------------------------------------------------------|
 PA0660
 PA0660                          SUPERSEDED SURVEY CONTROL
 PA0660
 PA0660  NAD 83(1991)-  43 10 03.89088(N)    118 08 14.91361(W) AD(       ) 2
 PA0660  NAD 83(1986)-  43 10 03.89560(N)    118 08 14.91068(W) AD(       ) 2
 PA0660  NAD 27      -  43 10 04.32173(N)    118 08 11.22313(W) AD(       ) 2
 PA0660  NGVD 29 (07/19/86) 1866.3    (m)         6123.     (f) VERT ANG    3  
 PA0660
 PA0660.Superseded values are not recommended for survey control.
 PA0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0660.See file dsdata.txt to determine how the superseded data were derived.
 PA0660
 PA0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH0753880071(NAD 83)
 PA0660_MARKER: DD = SURVEY DISK
 PA0660_SETTING: 80 = SET IN A BOULDER
 PA0660_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 PA0660
 PA0660  HISTORY     - Date     Condition        Report By
 PA0660  HISTORY     - 1972     MONUMENTED       USGS
 PA0660
 PA0660                          STATION DESCRIPTION
 PA0660
 PA0660'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 PA0660'LOCATED ABOUT 46 MI NE. OF FRENCHGLEN, ABOUT 40 MI S. OF JUNTURA,
 PA0660'ABOUT 31 MI NW. OF BURNS JUNCTION, ABOUT 7 MI NE. OF STATE HWY.
 PA0660'78.  ON BROAD, PROMINENT TOP TIMBERED ALONG SOUTH SIDE AND SLOPING
 PA0660'GENTLY NW. ON ITS FLAT PORTION, ABOUT 500 FT NW. AND 20 FT LOWER
 PA0660'THAN HIGHEST POINT, ON TOP OF BROAD, FLAT, GENTLY-SLOPING NOSE
 PA0660'NEAR WHERE NOSE BREAKS OFF SHARPLY TO N., ABOUT 150 FT NW. OF
 PA0660'BROAD, LONE JUNIPER TREE GROWING JUST OVER DROP OFF, IN LAVA ROCK
 PA0660'BOULDER.  PROMINENT TOP KNOWN LOCALLY AS DUCK BUTTE.
 PA0660'
 PA0660'STATION REACHED BY HELICOPTER.  GOOD LANDING SITE.
 PA0660'
 PA0660'STATION MARK--STANDARD TABLET STAMPED---DUCK BUTTE 1972---,
 PA0660'CEMENTED IN DRILL HOLE IN LAVA ROCK BOULDER IN PLACE, PROJECTING
 PA0660'ABOUT 0.3 FT.
 PA0660'
 PA0660'RM 1--STANDARD RM TABLET STAMPED---DUCK BUTTE NO 1 1972---, SET IN
 PA0660'PROJECTING LAVA ROCK BOULDER IN PLACE, 1.0 FT LOWER THAN STATION
 PA0660'MARK.
 PA0660'
 PA0660'RM 2--STANDARD RM TABLET STAMPED---DUCK BUTTE NO 2 1972---,
 PA0660'CEMENTED IN DRILL HOLE IN PROJECTING LAVA ROCK BOULDER IN PLACE,
 PA0660'1.1 FT LOWER THAN STATION MARK.
 PA0660'
 PA0660'INSTRUMENT STAND 4.35 FT ABOVE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD4039 ***********************************************************************
 RD4039  DESIGNATION -  DUCK CLUB LIGHT
 RD4039  PID         -  RD4039
 RD4039  STATE/COUNTY-  OR/COLUMBIA
 RD4039  USGS QUAD   -  ST HELENS (1990)
 RD4039
 RD4039                         *CURRENT SURVEY CONTROL
 RD4039  ___________________________________________________________________
 RD4039* NAD 83(1991)-  45 49 26.96160(N)    122 47 52.82098(W)     ADJUSTED  
 RD4039* NAVD 88     -              **(meters)            **(feet)            
 RD4039  ___________________________________________________________________
 RD4039  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 RD4039  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 RD4039  HORZ ORDER  -  THIRD
 RD4039
 RD4039.The horizontal coordinates were established by classical geodetic methods
 RD4039.and adjusted by the National Geodetic Survey in October 1991.
 RD4039
 RD4039
 RD4039.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD4039
 RD4039.The geoid height was determined by GEOID03.
 RD4039
 RD4039;                    North         East     Units Scale Factor Converg.
 RD4039;SPC OR N     -   242,289.536 2,321,457.041   MT  0.99996005   -1 37 47.0
 RD4039;SPC OR N     -   794,913.18  7,616,328.87   iFT  0.99996005   -1 37 47.0
 RD4039;SPC WA S     -    57,156.509   321,450.716   MT  1.00000209   -1 40 09.3
 RD4039;SPC WA S     -   187,520.98  1,054,626.22   sFT  1.00000209   -1 40 09.3
 RD4039;UTM  10      - 5,074,530.156   515,690.348   MT  0.99960303   +0 08 41.5
 RD4039
 RD4039                          SUPERSEDED SURVEY CONTROL
 RD4039
 RD4039  NAD 83(1986)-  45 49 26.98144(N)    122 47 52.81879(W) AD(       ) 4
 RD4039  NAD 27      -  45 49 27.56104(N)    122 47 48.44715(W) AD(       ) 3
 RD4039
 RD4039.Superseded values are not recommended for survey control.
 RD4039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4039.See file dsdata.txt to determine how the superseded data were derived.
 RD4039
 RD4039_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1569074530(NAD 83)
 RD4039
 RD4039  HISTORY     - Date     Condition        Report By
 RD4039  HISTORY     - 1937     MONUMENTED       CGS
 RD4039  HISTORY     - 1946     SEE DESCRIPTION  CGS
 RD4039
 RD4039                          STATION DESCRIPTION
 RD4039
 RD4039'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAE)
 RD4039'THIS STATION WAS RECOVERED AS DESCRIBED BY THE PACIFIC COAST
 RD4039'LIGHT LIST FOR 1945.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA1372 ***********************************************************************
 RA1372  DESIGNATION -  DUG BAR
 RA1372  PID         -  RA1372
 RA1372  STATE/COUNTY-  OR/WALLOWA
 RA1372  USGS QUAD   -  CACTUS MTN (1963)
 RA1372
 RA1372                         *CURRENT SURVEY CONTROL
 RA1372  ___________________________________________________________________
 RA1372* NAD 83(1991)-  45 48 16.04623(N)    116 41 11.20490(W)     ADJUSTED  
 RA1372* NAVD 88     -       307.3    (meters)    1008.     (feet)  VERTCON   
 RA1372  ___________________________________________________________________
 RA1372  LAPLACE CORR-           2.55  (seconds)                    DEFLEC99
 RA1372  GEOID HEIGHT-         -16.57  (meters)                     GEOID03
 RA1372  HORZ ORDER  -  SECOND
 RA1372
 RA1372.The horizontal coordinates were established by classical geodetic methods
 RA1372.and adjusted by the National Geodetic Survey in October 1991.
 RA1372
 RA1372.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1372.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1372
 RA1372.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1372
 RA1372.The geoid height was determined by GEOID03.
 RA1372
 RA1372;                    North         East     Units Scale Factor Converg.
 RA1372;SPC OR N     -   244,555.774 2,796,326.323   MT  0.99995616   +2 42 16.3
 RA1372;SPC OR N     -   802,348.34  9,174,298.96   iFT  0.99995616   +2 42 16.3
 RA1372;SPC ID W     -   460,133.792   727,209.648   MT  0.99999845   -0 40 17.1
 RA1372;SPC ID W     - 1,509,622.28  2,385,853.65   sFT  0.99999845   -0 40 17.1
 RA1372;UTM  11      - 5,072,369.528   524,364.609   MT  0.99960730   +0 13 29.3
 RA1372
 RA1372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1372!SPC OR N     -   0.99995442  x   0.99995616  =   0.99991059
 RA1372!SPC ID W     -   0.99995442  x   0.99999845  =   0.99995287
 RA1372!UTM  11      -   0.99995442  x   0.99960730  =   0.99956174
 RA1372
 RA1372|---------------------------------------------------------------------|
 RA1372| PID    Reference Object                     Distance      Geod. Az  |
 RA1372|                                                           dddmmss.s |
 RA1372| CH7260 DUG BAR RM 1                          6.622 METERS 14559     |
 RA1372| RA1375 DUG CREEK                           APPROX. 0.8 KM 2163701.3 |
 RA1372| CH7261 DUG BAR RM 2                          6.595 METERS 24006     |
 RA1372|---------------------------------------------------------------------|
 RA1372
 RA1372                          SUPERSEDED SURVEY CONTROL
 RA1372
 RA1372  NAD 83(1986)-  45 48 16.04742(N)    116 41 11.20444(W) AD(       ) 2
 RA1372  NAD 27      -  45 48 16.48105(N)    116 41 07.68262(W) AD(       ) 2
 RA1372  NGVD 29 (07/19/86)  306.2    (m)         1005.     (f) VERT ANG    3  
 RA1372
 RA1372.Superseded values are not recommended for survey control.
 RA1372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1372.See file dsdata.txt to determine how the superseded data were derived.
 RA1372
 RA1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL2436572370(NAD 83)
 RA1372_MARKER: Z = SEE DESCRIPTION
 RA1372_SETTING: 0 = UNSPECIFIED SETTING
 RA1372
 RA1372  HISTORY     - Date     Condition        Report By
 RA1372  HISTORY     - 1945     MONUMENTED       CGS
 RA1372
 RA1372                          STATION DESCRIPTION
 RA1372
 RA1372'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JTJ)
 RA1372'STATION IS LOCATED ABOUT 75 MILES S OF LEWISTON, ON THE W BANK OF
 RA1372'THE SNAKE RIVER AT DUG BAR, ABOUT 1/4 MILE N OF DUG CREEK, ABOUT
 RA1372'300 YARDS E OF THE IVAN SIMMONS RANCH HOUSE, AND ABOUT 50 FEET W
 RA1372'OF THE RIVER BANK.
 RA1372'
 RA1372'THE STATION MARK IS A BRONZE DISK SET IN A 1-1/2- BY 1-1/2-FOOT
 RA1372'BOULDER PROJECTING ABOUT 6 INCHES AND IS 21.73 METERS ESE OF A
 RA1372'SHEET METAL GRAIN BIN.  STAMPED DUG BAR 1945.
 RA1372'
 RA1372'TO REACH FROM LEWISTON, GO S UP THE SNAKE RIVER FOR ABOUT 75 MILES
 RA1372'TO DUG CREEK AND THE RANCH OF IVAN SIMMONS AND THE STATION.
 RA1372'
 RA1372'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A 1-1/2 BY
 RA1372'3-FOOT BOULDER PROJECTING ABOUT 4 INCHES, AND IS ABOUT THE SAME
 RA1372'ELEVATION AS THE STATION.  STAMPED DUG BAR NO 1 1945.
 RA1372'
 RA1372'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A 1- BY 1-FOOT
 RA1372'BOULDER PROJECTING ABOUT 4 INCHES, AND IS ABOUT 1-1/2 FEET HIGHER
 RA1372'THAN THE STATION.  STAMPED DUG BAR NO 2 1945.
 RA1372'
 RA1372'AZIMUTH MARK IS STATION DUG CR.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA1375 ***********************************************************************
 RA1375  DESIGNATION -  DUG CREEK
 RA1375  PID         -  RA1375
 RA1375  STATE/COUNTY-  OR/WALLOWA
 RA1375  USGS QUAD   -  CACTUS MTN (1963)
 RA1375
 RA1375                         *CURRENT SURVEY CONTROL
 RA1375  ___________________________________________________________________
 RA1375* NAD 83(1991)-  45 47 55.40331(N)    116 41 33.13571(W)     ADJUSTED  
 RA1375* NAVD 88     -       591.4    (meters)    1940.     (feet)  VERTCON   
 RA1375  ___________________________________________________________________
 RA1375  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 RA1375  GEOID HEIGHT-         -16.56  (meters)                     GEOID03
 RA1375  HORZ ORDER  -  SECOND
 RA1375
 RA1375.The horizontal coordinates were established by classical geodetic methods
 RA1375.and adjusted by the National Geodetic Survey in October 1991.
 RA1375
 RA1375.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1375.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1375
 RA1375.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1375
 RA1375.The geoid height was determined by GEOID03.
 RA1375
 RA1375;                    North         East     Units Scale Factor Converg.
 RA1375;SPC OR N     -   243,896.849 2,795,883.336   MT  0.99995506   +2 42 00.7
 RA1375;SPC OR N     -   800,186.51  9,172,845.59   iFT  0.99995506   +2 42 00.7
 RA1375;SPC ID W     -   459,502.069   726,728.607   MT  0.99999931   -0 40 32.6
 RA1375;SPC ID W     - 1,507,549.70  2,384,275.44   sFT  0.99999931   -0 40 32.6
 RA1375;UTM  11      - 5,071,730.608   523,893.692   MT  0.99960702   +0 13 13.5
 RA1375
 RA1375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1375!SPC OR N     -   0.99990989  x   0.99995506  =   0.99986495
 RA1375!SPC ID W     -   0.99990989  x   0.99999931  =   0.99990920
 RA1375!UTM  11      -   0.99990989  x   0.99960702  =   0.99951694
 RA1375
 RA1375:                Primary Azimuth Mark                     Grid Az
 RA1375:SPC OR N     -  DUG BAR                                  033 54 44.8
 RA1375:SPC ID W     -  DUG BAR                                  037 17 18.1
 RA1375:UTM  11      -  DUG BAR                                  036 23 32.0
 RA1375
 RA1375|---------------------------------------------------------------------|
 RA1375| PID    Reference Object                     Distance      Geod. Az  |
 RA1375|                                                           dddmmss.s |
 RA1375| RA1372 DUG BAR                             APPROX. 0.8 KM 0363645.5 |
 RA1375| CH7262 DUG CREEK RM 1                       10.104 METERS 20816     |
 RA1375| CH7263 DUG CREEK RM 2                       12.840 METERS 30816     |
 RA1375|---------------------------------------------------------------------|
 RA1375
 RA1375                          SUPERSEDED SURVEY CONTROL
 RA1375
 RA1375  NAD 83(1986)-  45 47 55.40452(N)    116 41 33.13529(W) AD(       ) 2
 RA1375  NAD 27      -  45 47 55.83772(N)    116 41 29.61293(W) AD(       ) 2
 RA1375  NGVD 29 (07/19/86)  590.3    (m)         1937.     (f) VERT ANG    3  
 RA1375
 RA1375.Superseded values are not recommended for survey control.
 RA1375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1375.See file dsdata.txt to determine how the superseded data were derived.
 RA1375
 RA1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL2389471731(NAD 83)
 RA1375_MARKER: Z = SEE DESCRIPTION
 RA1375_SETTING: 0 = UNSPECIFIED SETTING
 RA1375
 RA1375  HISTORY     - Date     Condition        Report By
 RA1375  HISTORY     - 1945     MONUMENTED       CGS
 RA1375
 RA1375                          STATION DESCRIPTION
 RA1375
 RA1375'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JTJ)
 RA1375'THE STATION IS LOCATED 3-3/4 MILES SE OF THE JUNCTION OF THE
 RA1375'IMNAHA RIVER AND THE SNAKE RIVER, AND 16-1/2 MILES NE OF THE
 RA1375'VILLAGE OF IMNAHA.  IT IS SITUATED ON A HIGH PROMINENT ROCKY
 RA1375'BUTTE, ABOUT 1 MILE W OF THE SNAKE RIVER, ABOUT 3/4 MILE SE OF
 RA1375'THE SIMMONS RANCH HOUSE, AND 40 FEET S OF THE EXTREME N END OF
 RA1375'BUTTE.
 RA1375'
 RA1375'STATION MARK IS A BRONZE STATION DISK IN A BOULDER, STAMPED DUG
 RA1375'CR 1945 AND PROJECTS 5 INCHES.
 RA1375'
 RA1375'REFERENCE MARK 1 IS 33.15 FEET SW OF THE STATION.  IT IS A BRONZE
 RA1375'REFERENCE DISK IN A BOULDER, STAMPED DUG CR NO 1 1945, AND
 RA1375'PROJECTS 4 INCHES.
 RA1375'
 RA1375'REFERENCE MARK 2 IS 42.13 FEET NW OF THE STATION AND 3 FEET
 RA1375'LOWER.  IT IS A BRONZE REFERENCE DISK IN A BOULDER, STAMPED DUG CR
 RA1375'NO 2 1945, AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 RA1375'
 RA1375'THE AZIMUTH MARK IS TRIANGULATION STATION DUG BAR.  IT IS
 RA1375'SITUATED APPROXIMATELY 75 FEET ABOVE LOW WATER, ABOUT 60 FEET SE
 RA1375'OF A GALVANIZED IRON STORAGE TANK, 30 FEET S OF THE MAIL BOX,
 RA1375'AND ABOUT 300 YARDS E OF THE SIMMONS RANCH HOUSE.  IT IS A BRONZE
 RA1375'STATION DISK IN A BOULDER, STAMPED DUG BAR 1945, AND PROJECTS 8
 RA1375'INCHES.
 RA1375'
 RA1375'TO REACH THE STATION FROM LEWISTON, GO UP THE SNAKE RIVER BY BOAT
 RA1375'FOR APPROXIMATELY 60 MILES TO THE BOAT LANDING, DUG CREEK, SIMMONS
 RA1375'RANCH HOUSE, AND TRIANGULATION STATION DUG BAR (AZIMUTH
 RA1375'MARK).  FROM THIS POINT PROCEED ON FOOT TO THE SIMMONS RANCH AND
 RA1375'THE TRAIL LEADING S UP THE SLOPE.  FOLLOW THE TRAIL FOR
 RA1375'APPROXIMATELY 1/2 MILE TO THE CREST OF A RIDGE.  TURN RIGHT AND
 RA1375'GO UP THE RIDGE FOR ABOUT 1/4 MILE TO THE TOP OF THE BUTTE AND
 RA1375'THE STATION AS DESCRIBED.  STATION SITE CAN BE SEEN FROM DUG
 RA1375'BAR.
 RA1375'
 RA1375'HEIGHT OF LIGHT ABOVE STATION MARK 0 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2301 ***********************************************************************
 RC2301  DESIGNATION -  DUKE
 RC2301  PID         -  RC2301
 RC2301  STATE/COUNTY-  OR/HOOD RIVER
 RC2301  USGS QUAD   -  PARKDALE (1994)
 RC2301
 RC2301                         *CURRENT SURVEY CONTROL
 RC2301  ___________________________________________________________________
 RC2301* NAD 83(1991)-  45 36 41.91418(N)    121 35 05.98206(W)     ADJUSTED  
 RC2301* NAVD 88     -       633.     (meters)    2077.     (feet)  SCALED    
 RC2301  ___________________________________________________________________
 RC2301  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 RC2301  GEOID HEIGHT-         -21.43  (meters)                     GEOID03
 RC2301  HORZ ORDER  -  THIRD
 RC2301
 RC2301.The horizontal coordinates were established by classical geodetic methods
 RC2301.and adjusted by the National Geodetic Survey in October 1991.
 RC2301
 RC2301.The orthometric height was scaled from a topographic map.
 RC2301
 RC2301.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2301
 RC2301.The geoid height was determined by GEOID03.
 RC2301
 RC2301;                    North         East     Units Scale Factor Converg.
 RC2301;SPC OR N     -   216,699.830 2,415,375.584   MT  0.99992444   -0 46 10.1
 RC2301;SPC OR N     -   710,957.45  7,924,460.58   iFT  0.99992444   -0 46 10.1
 RC2301;SPC WA S     -    31,516.875   415,364.438   MT  1.00005761   -0 47 17.3
 RC2301;SPC WA S     -   103,401.61  1,362,741.49   sFT  1.00005761   -0 47 17.3
 RC2301;UTM  10      - 5,051,873.505   610,330.899   MT  0.99974966   +1 00 40.6
 RC2301
 RC2301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2301!SPC OR N     -   0.99990412  x   0.99992444  =   0.99982857
 RC2301!SPC WA S     -   0.99990412  x   1.00005761  =   0.99996173
 RC2301!UTM  10      -   0.99990412  x   0.99974966  =   0.99965381
 RC2301
 RC2301:                Primary Azimuth Mark                     Grid Az
 RC2301:SPC OR N     -  BARN WEST GABLE                          005 19 48.9
 RC2301:SPC WA S     -  BARN WEST GABLE                          005 20 56.1
 RC2301:UTM  10      -  BARN WEST GABLE                          003 32 58.2
 RC2301
 RC2301|---------------------------------------------------------------------|
 RC2301| PID    Reference Object                     Distance      Geod. Az  |
 RC2301|                                                           dddmmss.s |
 RC2301| RC2300 BARN WEST GABLE                     APPROX.13.2 KM 0043338.8 |
 RC2301| CF4312 DUKE RM 1                             5.902 METERS 07540     |
 RC2301| CF4313 DUKE RM 2                             4.179 METERS 32440     |
 RC2301| RC2290 POST                                APPROX.10.0 KM 3590854.8 |
 RC2301|---------------------------------------------------------------------|
 RC2301
 RC2301                          SUPERSEDED SURVEY CONTROL
 RC2301
 RC2301  NAD 83(1986)-  45 36 41.92451(N)    121 35 05.98518(W) AD(       ) 3
 RC2301  NAD 27      -  45 36 42.49300(N)    121 35 01.72800(W) AD(       ) 3
 RC2301
 RC2301.Superseded values are not recommended for survey control.
 RC2301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2301.See file dsdata.txt to determine how the superseded data were derived.
 RC2301
 RC2301_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR1033151874(NAD 83)
 RC2301_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RC2301_SETTING: 66 = SET IN ROCK OUTCROP
 RC2301
 RC2301  HISTORY     - Date     Condition        Report By
 RC2301  HISTORY     - 1939     MONUMENTED       CGS
 RC2301  HISTORY     - 1965     SEE DESCRIPTION  CGS
 RC2301
 RC2301                          STATION DESCRIPTION
 RC2301
 RC2301'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (WMS)
 RC2301'STATION LOCATED ABOUT 7 MILES SW OF HOOD RIVER, OREGON, ABOUT
 RC2301'2-1/2 MILES SW OF ODELL, OREGON, AND ABOUT 2-1/2 MILES NE OF DEE,
 RC2301'OREGON, ON THE N RIDGE OF MIDDLE MOUNTAIN, ALMOST DIRECTLY W OF
 RC2301'CENTRAL VALE SCHOOL, AND ON THE W SIDE OF DUKES VALLEY.
 RC2301'
 RC2301'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN
 RC2301'DRILL HOLES IN OUTCROPPING BEDROCK, AS DESCRIBED IN NOTES 2 AND 12A.
 RC2301'
 RC2301'STATION CAN BE REACHED AS FOLLOWS--FROM SUMMIT RAILROAD STATION
 RC2301'GO S ALONG NARROW WELL-TRAVELED DIRT ROAD 0.2 MILE, TAKE LEFT
 RC2301'FORK AND GO 0.3 MILE, CONTINUE STRAIGHT AHEAD UP GRADE AND GO
 RC2301'0.8 MILE (TOTAL TO HERE 1.3 MILES) AND TURN RIGHT ALONG ROAD ON
 RC2301'S EDGE OF ORCHARD AND GO 0.5 MILE, GO THRU POLE GATE, CONTINUE
 RC2301'0.3 MILE TO OLD BARN, (ROAD SWINGS LEFT AFTER PASSING BARN)
 RC2301'CONTINUE 0.3 MILE TO TOP OF RIDGE WHERE THERE IS A
 RC2301'TRIANGULAR-BLAZED PINE TREE.  LEAVE TRUCK AT TREE AND GO N
 RC2301'ALONG RIDGE ABOUT 250 YARDS TO STATION.
 RC2301
 RC2301                          STATION RECOVERY (1965)
 RC2301
 RC2301'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (PAS)
 RC2301'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 RC2301'WERE RECOVERED AND FOUND IN GOOD CONDITION.  A METAL WITNESS POST
 RC2301'WAS PLACED 3 FEET NORTHEAST OF THE STATION MARK.  LANDMARKS HAVE
 RC2301'CHANGED.  A NEW TO REACH FOLLOWS.
 RC2301'
 RC2301'TO REACH THE STATION FROM THE WY EAST HIGH SCHOOL, WHICH IS AT
 RC2301'THE NORTHWEST EDGE OF ODELL, GO SOUTH ON THE MACADAM ROAD FOR
 RC2301'0.2 MILE TO A CROSSROAD, TURN RIGHT AND GO WEST ON THE MACADAM
 RC2301'ROAD FOR 1.0 MILE TO AN OFFSET CROSSROAD, TURN LEFT ACROSS THE
 RC2301'RAILROAD TRACKS AND GO SOUTH ON THE GRAVELED ROAD FOR 1.5 MILE
 RC2301'TO A SIDE ROAD RIGHT, TURN RIGHT AND GO WEST AND SOUTH ON THE
 RC2301'DIRT ROAD FOR 0.75 MILE TO A FORK, TAKE LEFT FORK, SOUTHEAST,
 RC2301'THROUGH A SMALL DRAW AND AN OPEN AREA PASSING TO THE LEFT OF A
 RC2301'POWER POLE WITH A TRANSFORMER, FOR 0.2 MILE TO THE SOUTH EDGE
 RC2301'OF THE OPEN AREA, CONTINUE SOUTH-SOUTHWEST ON THE DIRT ROAD FOR
 RC2301'0.35 MILE TO A PINE TREE WITH A TRIANGLE BLAZE ON THE RIGHT AND
 RC2301'A SMALL AREA TO PARK A VEHICLE ON THE RIGHT, THIS IS THE
 RC2301'FIRST OPPORTUNITY TO PARK THE VEHICLE OFF THE ROAD IN THE
 RC2301'LAST MILEAGE.  FROM HERE PACK NORTHWEST, GAINING VERY
 RC2301'LITTLE ELEVATION, FOR 300 METERS TO THE STATION AMONG SOME SMALL
 RC2301'OAK TREES.  A TRIPOD WITH A PINE POLE IN THE CENTER HAS BEEN
 RC2301'ERECTED OVER THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1947 ***********************************************************************
 SC1947  DESIGNATION -  DUMP
 SC1947  PID         -  SC1947
 SC1947  STATE/COUNTY-  OR/CLATSOP
 SC1947  USGS QUAD   -  CATHLAMET BAY (1984)
 SC1947
 SC1947                         *CURRENT SURVEY CONTROL
 SC1947  ___________________________________________________________________
 SC1947* NAD 83(1991)-  46 14 33.28000(N)    123 39 57.19754(W)     ADJUSTED  
 SC1947* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 SC1947  ___________________________________________________________________
 SC1947  LAPLACE CORR-          11.90  (seconds)                    DEFLEC99
 SC1947  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 SC1947  HORZ ORDER  -  SECOND
 SC1947
 SC1947.The horizontal coordinates were established by classical geodetic methods
 SC1947.and adjusted by the National Geodetic Survey in October 1991.
 SC1947
 SC1947.The orthometric height was scaled from a topographic map.
 SC1947
 SC1947.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1947
 SC1947.The geoid height was determined by GEOID03.
 SC1947
 SC1947;                    North         East     Units Scale Factor Converg.
 SC1947;SPC OR N     -   291,042.751 2,255,878.973   MT  1.00007077   -2 14 42.7
 SC1947;SPC OR N     -   954,864.67  7,401,177.73   iFT  1.00007077   -2 14 42.7
 SC1947;SPC WA S     -   105,961.140   255,915.826   MT  0.99993237   -2 17 58.9
 SC1947;SPC WA S     -   347,640.84    839,617.17   sFT  0.99993237   -2 17 58.9
 SC1947;UTM  10      - 5,121,215.587   448,664.571   MT  0.99963239   -0 28 51.5
 SC1947
 SC1947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1947!SPC OR N     -   1.00000307  x   1.00007077  =   1.00007384
 SC1947!SPC WA S     -   1.00000307  x   0.99993237  =   0.99993544
 SC1947!UTM  10      -   1.00000307  x   0.99963239  =   0.99963545
 SC1947
 SC1947:                Primary Azimuth Mark                     Grid Az
 SC1947:SPC OR N     -  PILLAR ROCK CHAN FRONT RNG LT            017 36 50.0
 SC1947:SPC WA S     -  PILLAR ROCK CHAN FRONT RNG LT            017 40 06.2
 SC1947:UTM  10      -  PILLAR ROCK CHAN FRONT RNG LT            015 50 58.8
 SC1947
 SC1947|---------------------------------------------------------------------|
 SC1947| PID    Reference Object                     Distance      Geod. Az  |
 SC1947|                                                           dddmmss.s |
 SC1947| SC1912 PILLAR ROCK CHAN FRONT RNG LT       APPROX. 1.9 KM 0152207.3 |
 SC1947| SC1881 MILLER SANDS CHANNEL 4              APPROX. 1.5 KM 0223338.0 |
 SC1947| CE3088 DUMP RM 2                             7.322 METERS 10805     |
 SC1947| SC1982 GRASSY ISLAND LIGHT 8A              APPROX. 5.8 KM 1990051.8 |
 SC1947| SC1983 TONGUE PT CHAN FRONT RNG LT         APPROX. 5.6 KM 2554000.1 |
 SC1947| SC1991 HARRINGTON POINT CHANNEL LT 52      APPROX. 3.8 KM 2555904.8 |
 SC1947| SC1958 HARRINGTON POINT CHANNEL LT 54      APPROX. 2.3 KM 2704057.9 |
 SC1947| SC2253 GRAYS POINT LIGHT                   APPROX. 8.5 KM 2934225.0 |
 SC1947| CE3087 DUMP RM 1                             5.539 METERS 35442     |
 SC1947| SC1900 HARRINGTON                          APPROX. 2.7 KM 3551322.2 |
 SC1947|---------------------------------------------------------------------|
 SC1947
 SC1947                          SUPERSEDED SURVEY CONTROL
 SC1947
 SC1947  NAD 83(1986)-  46 14 33.29057(N)    123 39 57.18884(W) AD(       ) 2
 SC1947  NAD 27      -  46 14 33.90189(N)    123 39 52.69152(W) AD(       ) 2
 SC1947
 SC1947.Superseded values are not recommended for survey control.
 SC1947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1947.See file dsdata.txt to determine how the superseded data were derived.
 SC1947
 SC1947_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS4866521216(NAD 83)
 SC1947_MARKER: DD = SURVEY DISK
 SC1947_SETTING: 0 = UNSPECIFIED SETTING
 SC1947
 SC1947  HISTORY     - Date     Condition        Report By
 SC1947  HISTORY     - 1935     MONUMENTED       USE
 SC1947  HISTORY     - 1947     GOOD             CGS
 SC1947  HISTORY     - 1950     GOOD             CGS
 SC1947  HISTORY     - 1957     GOOD             CGS
 SC1947  HISTORY     - 1958     GOOD             CGS
 SC1947
 SC1947                          STATION DESCRIPTION
 SC1947
 SC1947'DESCRIBED BY US ENGINEERS 1935 (RWK)
 SC1947'THE STATION IS ON THE HIGHEST PART OF THE WESTERN END OF MILLER
 SC1947'SANDS, AT A POINT HALFWAY ACROSS THE ISLAND FROM N TO S.
 SC1947'
 SC1947'A CONCRETE MONUMENT WAS CAST AROUND AND ABOVE A 2-INCH PIPE
 SC1947'ESTABLISHED BY U.S. ENGINEERS.  A STANDARD BRASS DISK STAMPED, DUMP
 SC1947'U.S.E. 1935 WAS SET IN THE CONCRETE EXACTLY OVER THE CENTER OF THE
 SC1947'U.S.E. PIPE.  STANDARD REFERENCE MARKS WERE SET IN CONCRETE IN
 SC1947'CYLINDRICAL MONUMENTS.  ALL MARKERS WERE 3 INCHES ABOVE GROUND
 SC1947'WHEN ESTABLISHED.  REFERENCE MARK NO. 1 IS 5.538 METERS DISTANT
 SC1947'FROM THE THE STATION AND IN RANGE WITH AND HARRINGTON U.S.E.
 SC1947'REFERENCE MARK NO. 2 IS 4.974 METERS DISTANT FROM THE STATION AND
 SC1947'IN RANGE WITH AND SNAG 1935.
 SC1947
 SC1947                          STATION RECOVERY (1947)
 SC1947
 SC1947'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (EHB)
 SC1947'STATION IS ON THE HIGHEST PART OF THE W END OF MILLER SANDS, AT A
 SC1947'POINT APPROXIMATELY HALFWAY FROM THE N TO S SIDE OF THE ISLAND, AND
 SC1947'APPROXIMATELY 180 METERS E OF THE W END OF THE ISLAND.
 SC1947'
 SC1947'STATION MARK IS A BRONZE DISK SET IN A CONCRETE BLOCK EXTENDING 3
 SC1947'INCHES ABOVE THE SURFACE.
 SC1947'
 SC1947'REFERENCE MARK 1 HAD BEEN DUG UP AND WAS LYING ON THE GROUND.  IT WAS
 SC1947'RESET IN ANOTHER LOCATION.  IT IS A BRONZE DISK SET IN A 5 INCH
 SC1947'CONCRETE POST EXTENDING 4 INCHES ABOVE THE SURFACE.  THE DISK IS
 SC1947'STAMPED DUMP USE 1935 NO 1.
 SC1947'
 SC1947'REFERENCE MARK 2 IS A BRONZE DISK SET IN A CONCRETE POST EXTENDING
 SC1947'6 INCHES ABOVE THE SURFACE.  DISK IS STAMPED DUMP USE 1935 NO 2.
 SC1947'
 SC1947'DISTANCES TO REFERENCE MARKS IN ORIGINAL DESCRIPTION WERE IN.
 SC1947
 SC1947                          STATION RECOVERY (1950)
 SC1947
 SC1947'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (WHB)
 SC1947'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION AS DESCRIBED
 SC1947'BY E.H.E. IN 1947.  THE 1947.  DESCRIPTION IS ADEQUATE.
 SC1947'
 SC1947'THE REFERENCE MARKS DO NOT HAVE THE WORD DUMP USE STAMPED ON THEM.
 SC1947'
 SC1947'THE 1947 DISTANCES TO REFERENCE MARKS WERE CHECKED AND FOUND
 SC1947'CORRECT.  DIRECTIONS TO REFERENCE MARKS WERE NOT CHECKED AT THIS
 SC1947'TIME.
 SC1947
 SC1947                          STATION RECOVERY (1957)
 SC1947
 SC1947'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (VRS)
 SC1947'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION AS
 SC1947'DESCRIBED BY E.H.B. IN 1947, (PAGE 18, VOL. 395 SUPPLEMENT).  THE
 SC1947'1947 DESCRIPTION IS ADEQUATE WITH THE FOLLOWING ADDITION--THERE IS
 SC1947'A 25 FOOT WHITE U.S.E. HYDROGRAPHIC SIGNAL CENTERED OVER THE
 SC1947'STATION.
 SC1947'
 SC1947'DISTANCES AND DIRECTION WERE MEASURED TO THE REFERENCE MARKS AND THE
 SC1947'NEW DIRECTIONS WERE FOUND TO BE IN DISAGREEMENT WITH THE 1947
 SC1947'DIRECTIONS.  A CHECK WAS MADE AND THE NEW DIRECTIONS WERE FOUND TO
 SC1947'BE ACCURATE.
 SC1947
 SC1947                          STATION RECOVERY (1958)
 SC1947
 SC1947'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (VRS)
 SC1947'RECOVERED AS DESCRIBED BY V. R. S. IN 1957.  THE FOLLOWING DISTANCES
 SC1947'AND DIRECTIONS WERE OBSERVED AT THE STATION.
 SC1947'
 SC1947'THE DISTANCES TO THE REFERENCE MARKS ARE REVERSED IN THE 1947
 SC1947'RECOVERY NOTE BY E. H. B.  THIS DISCREPANCY WAS NOTED AND CHECKED IN
 SC1947'THE FIELD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2091 ***********************************************************************
 RD2091  DESIGNATION -  DUNCE
 RD2091  PID         -  RD2091
 RD2091  STATE/COUNTY-  OR/CLATSOP
 RD2091  USGS QUAD   -  TILLAMOOK HEAD (1973)
 RD2091
 RD2091                         *CURRENT SURVEY CONTROL
 RD2091  ___________________________________________________________________
 RD2091* NAD 83(1991)-  45 58 31.50608(N)    123 57 06.84327(W)     ADJUSTED  
 RD2091* NAVD 88     -        25.     (meters)      82.     (feet)  SCALED    
 RD2091  ___________________________________________________________________
 RD2091  LAPLACE CORR-          16.76  (seconds)                    DEFLEC99
 RD2091  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 RD2091  HORZ ORDER  -  THIRD
 RD2091
 RD2091.The horizontal coordinates were established by classical geodetic methods
 RD2091.and adjusted by the National Geodetic Survey in October 1991.
 RD2091
 RD2091.The orthometric height was scaled from a topographic map.
 RD2091
 RD2091.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2091
 RD2091.The geoid height was determined by GEOID03.
 RD2091
 RD2091;                    North         East     Units Scale Factor Converg.
 RD2091;SPC OR N     -   262,276.501 2,232,569.013   MT  0.99999384   -2 26 52.9
 RD2091;SPC OR N     -   860,487.21  7,324,701.49   iFT  0.99999384   -2 26 52.9
 RD2091;UTM  10      - 5,091,756.781   426,259.587   MT  0.99966685   -0 41 04.2
 RD2091
 RD2091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2091!SPC OR N     -   0.99999973  x   0.99999384  =   0.99999357
 RD2091!UTM  10      -   0.99999973  x   0.99966685  =   0.99966658
 RD2091
 RD2091:                Primary Azimuth Mark                     Grid Az
 RD2091:SPC OR N     -  FLAGSTAFF 2                              070 37 48.5
 RD2091:UTM  10      -  FLAGSTAFF 2                              068 51 59.8
 RD2091
 RD2091|---------------------------------------------------------------------|
 RD2091| PID    Reference Object                     Distance      Geod. Az  |
 RD2091|                                                           dddmmss.s |
 RD2091| RD2092 FLAGSTAFF 2                         APPROX. 1.5 KM 0681055.6 |
 RD2091| RD2090 SEASIDE HOUSE CUPOLA                APPROX. 1.7 KM 0794555.0 |
 RD2091| RD2083 RIVULET                             APPROX. 0.6 KM 2493259.2 |
 RD2091|---------------------------------------------------------------------|
 RD2091
 RD2091                          SUPERSEDED SURVEY CONTROL
 RD2091
 RD2091  NAD 83(1986)-  45 58 31.53643(N)    123 57 06.81909(W) AD(       ) 3
 RD2091  NAD 27      -  45 58 32.17866(N)    123 57 02.32071(W) AD(       ) 3
 RD2091
 RD2091.Superseded values are not recommended for survey control.
 RD2091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2091.See file dsdata.txt to determine how the superseded data were derived.
 RD2091
 RD2091_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR2626091757(NAD 83)
 RD2091
 RD2091  HISTORY     - Date     Condition        Report By
 RD2091  HISTORY     - 1874     MONUMENTED       CGS
 RD2091  HISTORY     - 1934     SEE DESCRIPTION  ORGS
 RD2091  HISTORY     - 1955     SEE DESCRIPTION  USGS
 RD2091
 RD2091                          STATION DESCRIPTION
 RD2091
 RD2091'DESCRIBED BY OREGON GEODETIC SURVEY 1934
 RD2091'THIS STATION IS ON THE N SHORE OF TILLAMOOK HEAD, ABOUT 0.7 MILE
 RD2091'W OF THE SEASIDE GOLF COURSE.  IT IS AT THE MOST WESTERLY POINT
 RD2091'THAT CAN BE SEEN FROM THE VICINITY OF THE OLD SEASIDE HOUSE, NOW
 RD2091'DESTROYED, AND IS ON THE ROCKY SHORE LINE BETWEEN HIGH-WATER LINE
 RD2091'AND THE FOOT OF THE BLUFF, ABOUT 6 METERS ABOVE ORDINARY HIGH
 RD2091'WATER.  THE STATION IS MARKED BY A DRILL HOLE IN THE TOP OF A
 RD2091'FLAT BOULDER FLUSH WITH THE BEACH.  THE STATION WAS SEARCHED FOR
 RD2091'BUT COULD NOT BE FOUND.  THERE HAS BEEN CONSIDERABLE CHANGE IN
 RD2091'THE SHORE AT THIS POINT AND IT IS IMPROBABLE THAT THE MARK
 RD2091'CAN BE RECOVERED.
 RD2091
 RD2091                          STATION RECOVERY (1955)
 RD2091
 RD2091'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 RD2091'A SEARCH WAS MADE FOR THE STATION BUT IT IS APPARENT THAT THE
 RD2091'GENERAL AREA HAD BEEN SUBJECTED TO HEAVY STORM TIDES.  THIS
 RD2091'STATION SHOULD BE CARRIED AS PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1663 ***********************************************************************
 RD1663  DESIGNATION -  DUNDEE
 RD1663  PID         -  RD1663
 RD1663  STATE/COUNTY-  OR/YAMHILL
 RD1663  USGS QUAD   -  DUNDEE (1993)
 RD1663
 RD1663                         *CURRENT SURVEY CONTROL
 RD1663  ___________________________________________________________________
 RD1663* NAD 83(1991)-  45 16 01.76513(N)    123 03 31.30816(W)     ADJUSTED  
 RD1663* NAVD 88     -       277.     (meters)     909.     (feet)  SCALED    
 RD1663  ___________________________________________________________________
 RD1663  LAPLACE CORR-         -10.15  (seconds)                    DEFLEC99
 RD1663  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 RD1663  HORZ ORDER  -  SECOND
 RD1663
 RD1663.The horizontal coordinates were established by classical geodetic methods
 RD1663.and adjusted by the National Geodetic Survey in October 1991.
 RD1663
 RD1663.The orthometric height was scaled from a topographic map.
 RD1663
 RD1663.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1663
 RD1663.The geoid height was determined by GEOID03.
 RD1663
 RD1663;                    North         East     Units Scale Factor Converg.
 RD1663;SPC OR N     -   181,028.070 2,299,249.035   MT  0.99989605   -1 48 52.5
 RD1663;SPC OR N     -   593,924.11  7,543,467.96   iFT  0.99989605   -1 48 52.5
 RD1663;UTM  10      - 5,012,630.527   495,395.350   MT  0.99960026   -0 02 30.1
 RD1663
 RD1663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1663!SPC OR N     -   0.99996009  x   0.99989605  =   0.99985614
 RD1663!UTM  10      -   0.99996009  x   0.99960026  =   0.99956036
 RD1663
 RD1663|---------------------------------------------------------------------|
 RD1663| PID    Reference Object                     Distance      Geod. Az  |
 RD1663|                                                           dddmmss.s |
 RD1663| RD1664 DUNDEE 2                             30.463 METERS 13338     |
 RD1663| RD2696 ST PAUL CATHOLIC CHURCH SPIRE       APPROX. 8.8 KM 1341457.4 |
 RD1663| RD1671 DUNDEE ECC 06433                      1.889 METERS 15343     |
 RD1663| RD1676 ALDERMAN FARMS TANK                 APPROX.12.4 KM 1791202.1 |
 RD1663| RD1700 YAM                                 APPROX.23.8 KM 1962221.1 |
 RD1663| DD9630 DUNDEE RM 1                          49.356 METERS 22928     |
 RD1663| DD9629 DUNDEE AZ MK                                       2431613.1 |
 RD1663| DD9631 DUNDEE RM 2                          29.893 METERS 32040     |
 RD1663|---------------------------------------------------------------------|
 RD1663
 RD1663                          SUPERSEDED SURVEY CONTROL
 RD1663
 RD1663  NAD 83(1986)-  45 16 01.78879(N)    123 03 31.31684(W) AD(       ) 2
 RD1663  NAD 27      -  45 16 02.36728(N)    123 03 26.94664(W) AD(       ) 2
 RD1663
 RD1663.Superseded values are not recommended for survey control.
 RD1663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1663.See file dsdata.txt to determine how the superseded data were derived.
 RD1663
 RD1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR9539512631(NAD 83)
 RD1663_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RD1663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD1663
 RD1663  HISTORY     - Date     Condition        Report By
 RD1663  HISTORY     - 1940     MONUMENTED       CGS
 RD1663  HISTORY     - 1945     SEE DESCRIPTION  CGS
 RD1663  HISTORY     - 1946     SEE DESCRIPTION  CGS
 RD1663  HISTORY     - 1967     SEE DESCRIPTION  CGS
 RD1663
 RD1663                          STATION DESCRIPTION
 RD1663
 RD1663'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 RD1663'STATION IS ABOUT 2 MILES WEST OF DUNDEE AND ABOUT 3 MILES
 RD1663'NORTHEAST OF LAFAYETTE.  IT IS ABOUT 1/4 MILE EAST-NORTHEAST
 RD1663'OF THE FARMHOUSE OF MR. C.J. CASELDINE, ON THE HIGHEST PART OF A
 RD1663'CULTIVATED HILLTOP.  THE STATION IS ABOUT 120 FEET SOUTH OF A
 RD1663'THICK STAND OF TIMBER TO THE NORTH AND ABOUT 150 YARDS NORTH
 RD1663'OF AN EAST-WEST FENCE LINE.  THE STATION MARK IS SET 15 INCHES
 RD1663'BELOW THE SURFACE OF THE GROUND AND IS STAMPED DUNDEE 1940.
 RD1663'NOTES 1A AND 7A.
 RD1663'
 RD1663'REFERENCE MARK NO.1 IS ABOUT 2 METERS LOWER THAN THE STATION,
 RD1663'IN THE CULTIVATED FIELD, AND SET IN THE TOP OF THE MOST
 RD1663'EASTERLY OF SEVERAL BOULDERS.  THE BOULDER IS ABOUT 1 BY 2 FEET
 RD1663'IN SIZE AND PROJECTS ABOUT 8 INCHES.  THE MARK IS STAMPED DUNDEE
 RD1663'NO 1 1940.  NOTE 12C.
 RD1663'
 RD1663'REFERENCE MARK NO.2 IS ABOUT 2 METERS LOWER THAN THE STATION,
 RD1663'20 FEET SOUTH OF A THICK STAND OF TIMBER, ON THE NORTH SIDE OF
 RD1663'THE CULTIVATED FIELD, SET IN THE TOP OF A SMALL BOULDER ABOUT 6
 RD1663'INCHES SQUARE AND PROJECTS 2 INCHES.  THE MARK IS STAMPED
 RD1663'DUNDEE NO 1 1940.  THERE IS A WHITE REFERENCE POST 3 FEET WEST
 RD1663'OF THE MARK.  NOTE 12C.
 RD1663'
 RD1663'TO REACH THE STATION FROM DAYTON, GO NORTH AND EAST ON STATE
 RD1663'HIGHWAY 221 FOR 1 MILE TO ITS JUNCTION WITH U.S. HIGHWAY 99W,
 RD1663'CROSS U.S. HIGHWAY 99W AND GO NORTH ON AN OLD PAVED ROAD 0.4 MILE,
 RD1663'TURN LEFT (WEST) OFF THE PAVED ROAD AND FOLLOW A NARROW GRADED
 RD1663'ROAD UP HILL 0.6 MILE, KEEP STRAIGHT AHEAD AT THE FORK 0.3 MILE
 RD1663'TO ANOTHER FORK, TAKE THE RIGHT FORK AND GO NORTH 0.3 MILE TO A
 RD1663'SIGN BISHOP FARM, TURN LEFT AS PER SIGN AND GO NORTH 0.4 MILE
 RD1663'TO THE END OF THE ROAD AT BISHOPS FARM.  (THE AZIMUTH MARK IS
 RD1663'AT THIS POINT.) TURN RIGHT, PASS THROUGH A GATE, AND FOLLOW
 RD1663'FARM ROAD NORTHEAST 0.3 MILE TO THE TOP OF THE HILL AND THE
 RD1663'STATION.
 RD1663'
 RD1663'THE AZIMUTH MARK IS ABOUT 0.3 MILE SOUTHWEST OF THE STATION,
 RD1663'IN A Y FORMED BY A NORTH-SOUTH ROAD (A ROAD LEADING TO BISHOPS
 RD1663'FARM) AND A ROAD LEADING TO AN ORCHARD EAST OF BISHOPS FARM.  THE
 RD1663'MARK IS 20 FEET WEST OF A GATE, SET IN A BOULDER ABOUT 2 BY 2
 RD1663'FEET IN SIZE, PROJECTS 5 INCHES ON THE WEST SIDE, AND IS FLUSH
 RD1663'WITH GROUND ON THE EAST SIDE.  THE MARK IS STAMPED DUNDEE
 RD1663'1940.  THERE IS A WHITE REFERENCE POST 17 FEET EAST-SOUTHEAST
 RD1663'OF THE MARK.  NOTE 12C.
 RD1663'
 RD1663'NOTE--ANYONE DESIRING TO VISIT THIS STATION SHOULD OBTAIN
 RD1663'PERMISSION FROM MR. C.J. CASELDINE, HUDSON AUTOMOBILE DEALER,
 RD1663'PORTLAND, OREG.  CARETAKER ON FARM HAS INSTRUCTIONS NOT TO LET
 RD1663'ANYONE ON THE PLACE.
 RD1663'
 RD1663'HEIGHT OF LIGHT ABOVE STATION MARK 5 METERS.
 RD1663
 RD1663                          STATION RECOVERY (1945)
 RD1663
 RD1663'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (ANS)
 RD1663'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 RD1663'CONDITION.  THE STATION IS ABOUT 2 MILES W OF DUNDEE AND ABOUT
 RD1663'3 MILES NE OF LAFAYETTE.  IT IS ABOUT 1/4 MILE ENE OF THE
 RD1663'FARMHOUSE OF MR. C.J. CASELDINE, ON THE HIGHEST PART OF A
 RD1663'CULTIVATED HILLTOP.
 RD1663'
 RD1663'THE STATION IS ABOUT 150 YARDS N OF AN E-W FENCE LINE AND ABOUT
 RD1663'120 FEET S OF A THICK STAND OF TIMBER TO THE N.
 RD1663'
 RD1663'STATION MARK IS A BRONZE STATION DISK SET IN CONCRETE 15 INCHES
 RD1663'BELOW THE SURFACE OF THE GROUND AND IS STAMPED DUNDEE 1940.  THE
 RD1663'UNDERGROUND MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 RD1663'
 RD1663'REFERENCE MARK 1, STAMPED DUNDEE NO 1 1940, IS A BRONZE
 RD1663'REFERENCE DISK SET IN THE TOP OF A BOULDER ABOUT 1 BY 2 FEET
 RD1663'AND PROJECTS ABOUT 8 INCHES.  IT IS 2 FEET E OF A BUSH, ABOUT
 RD1663'2 METERS LOWER THAN THE STATION AND THE MOST E OF SEVERAL
 RD1663'BOULDERS.
 RD1663'
 RD1663'REFERENCE MARK 2, STAMPED DUNDEE NO 2 1940, IS A BRONZE
 RD1663'REFERENCE DISK SET IN THE TOP OF A BOULDER ABOUT 6 INCHES
 RD1663'SQUARE AND PROJECTING ABOUT 2 INCHES.  IT IS 29 FEET SE OF THE
 RD1663'E-W FENCE LINE, 20 FEET S OF A THICK STAND OF TIMBER, 10-1/2
 RD1663'FEET SE OF A TWIN OAK TREE, AND ABOUT 2 METERS LOWER THAN THE
 RD1663'STATION.
 RD1663'
 RD1663'BOTH REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 RD1663'
 RD1663'AZIMUTH MARK, STAMPED DUNDEE 1940, IS A BRONZE AZIMUTH DISK
 RD1663'SET IN THE TOP OF A BOULDER ABOUT 2 BY 2 FEET AND PROJECTING
 RD1663'ABOUT 5 INCHES ON THE W SIDE AND FLUSH ON THE E SIDE.  IT IS
 RD1663'20 FEET W OF A GATE, 17 FEET WNW OF A WHITE REFERENCE POST, AND IN
 RD1663'A Y FORMED BY A N-S ROAD (A ROAD LEADING TO THE CASELDINE FARM)
 RD1663'AND A ROAD LEADING TO AN ORCHARD E OF THE FARM.  THE MARK IS IN
 RD1663'GOOD CONDITION.  THE ANGLE TO THE AZIMUTH MARK WAS NOT CHECKED
 RD1663'DUE TO A FRUIT TREE ON LINE AND PERMISSION WOULD NOT BE GRANTED
 RD1663'TO CUT SAME.
 RD1663'
 RD1663'TO REACH THE STATION FROM DAYTON, GO E AND N ON STATE HIGHWAY
 RD1663'221 FOR 1.4 MILES TO ITS JUNCTION WITH U.S. HIGHWAY 99W, CROSS
 RD1663'U.S. HIGHWAY 99W AND GO N AND E ON AN OLD PAVED ROAD FOR 0.4
 RD1663'MILE.  TURN LEFT (N) OFF THE PAVED ROAD AND FOLLOW A NARROW
 RD1663'GRAVELED ROAD UP HILL FOR 1.5 MILES, THENCE TURN LEFT (W) AND
 RD1663'GO 0.4 MILE ON THE MAIN ROAD TO THE CASELDINE FARMHOUSE, PACK
 RD1663'NE TO THE TOP OF HILL AND THE STATION AS DESCRIBED ABOVE.
 RD1663'
 RD1663'THE LINE TO Q 104 (U.S.E.) WAS OBSERVED AND LIGHT SHOWN 6 FEET
 RD1663'ECCENTRICALLY.  A 4-FOOT WOODEN STAND WAS USED FOR ALL LINES.
 RD1663'
 RD1663'NOTE--ANYONE DESIRING TO VISIT THIS STATION SHOULD OBTAIN
 RD1663'PERMISSION AT THE FARMHOUSE.  MR. C.J. CASELDINE IS NO LONGER THE
 RD1663'HUDSON AUTOMOBILE DEALER IN PORTLAND.
 RD1663
 RD1663                          STATION RECOVERY (1946)
 RD1663
 RD1663'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (WWH)
 RD1663'ON SUMMIT OF CULTIVATED HILL WHICH HAS A FRINGE OF TIMBER ON
 RD1663'ITS N SLOPE, ABOUT 2 MILES W OF DUNDEE.
 RD1663'
 RD1663'STATION MARK IS A BRONZE STATION DISK SET ABOUT 15 INCHES BELOW
 RD1663'THE SURFACE OF THE HIGHEST PART OF HILL.  UNDERGROUND MARK IS
 RD1663'A BRONZE STATION DISK IN CONCRETE.
 RD1663'
 RD1663'REFERENCE MARKS ARE BRONZE REFERENCE DISKS SET IN DRILL HOLES
 RD1663'IN BOULDERS AND ARE STAMPED DUNDEE NO 1 1940 AND DUNDEE NO 2
 RD1663'1940, RESPECTIVELY.
 RD1663'
 RD1663'STATION MARK IS STAMPED DUNDEE 1940.  IT IS SET IN CONCRETE.
 RD1663'
 RD1663'MARKS ARE IN GOOD CONDITION.
 RD1663'
 RD1663'THE 1940 DESCRIPTION TO REACH THE STATION WAS FOLLOWED AND
 RD1663'FOUND ADEQUATE.
 RD1663'
 RD1663'DIRECTIONS TO REFERENCE MARK 1 ARE IN AGREEMENT WITH THOSE OF
 RD1663'1940 AND 1945, BUT THE LATER MEASURED DISTANCE IS SHORTER.  THIS
 RD1663'DISTANCE MEASURED WITH CARE AND IS CORRECT.
 RD1663'
 RD1663'MEASUREMENTS TO REFERENCE MARK 2 ARE IN NEAR AGREEMENT WITH
 RD1663'1940 AND 1945 DISTANCES.  HOWEVER, THERE IS SOME SLIGHT
 RD1663'DISAGREEMENT WITH BOTH THE 1940 AND 1945 VALUES, THE 1946
 RD1663'DETERMINATION BEING NEAR A MEAN OF THE TWO FORMER VALUES.
 RD1663'
 RD1663'THE MARKS WERE RECOVERED IN GOOD CONDITION AND THERE IS NO
 RD1663'EVIDENCE OF THEIR HAVING BEEN DISTURBED.
 RD1663
 RD1663                          STATION RECOVERY (1967)
 RD1663
 RD1663'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 RD1663'THE STATION MARK, STAMPED DUNDEE 1940, REFERENCE MARK NO. 1,
 RD1663'STAMPED DUNDEE NO 1 1940 AND REFERENCE MARK NO. 2, STAMPED DUNDEE
 RD1663'NO 2 1940 WERE RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK
 RD1663'HAD BEEN DESTROYED PREVIOUSLY.  REFERENCE MARK NO. 1 AND REFERENCE
 RD1663'MARK NO. 2 WERE DESTROYED AT THIS VISIT TO PERMIT CONSTRUCTION
 RD1663'OF A NEW DWELLING.  AN EFFORT WAS GOING TO BE MADE TO KEEP THE
 RD1663'STATION MARK INTACT DURING THE CONSTRUCTION OF THE NEW DWELLING
 RD1663'BUT IT WILL BE OF NO VALUE AS A SURVEY MONUMENT AS IT WILL BE IN
 RD1663'THE ENCLOSURE OF THE NEW HOUSE UNDER THE PRESENT PLANS.  DUNDEE
 RD1663'2, REFERENCE MARK NO. 3, REFERENCE MARK NO. 4 AND A NEW
 RD1663'AZIMUTH MARK WERE ESTABLISHED.  SEE DESCRIPTION THEREOF.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1664 ***********************************************************************
 RD1664  DESIGNATION -  DUNDEE 2
 RD1664  PID         -  RD1664
 RD1664  STATE/COUNTY-  OR/YAMHILL
 RD1664  USGS QUAD   -  DUNDEE (1993)
 RD1664
 RD1664                         *CURRENT SURVEY CONTROL
 RD1664  ___________________________________________________________________
 RD1664* NAD 83(1991)-  45 16 01.08421(N)    123 03 30.29678(W)     ADJUSTED  
 RD1664* NAVD 88     -       276.     (meters)     906.     (feet)  VERTCON   
 RD1664  ___________________________________________________________________
 RD1664  LAPLACE CORR-         -10.17  (seconds)                    DEFLEC99
 RD1664  GEOID HEIGHT-         -22.44  (meters)                     GEOID03
 RD1664  HORZ ORDER  -  SECOND
 RD1664
 RD1664.The horizontal coordinates were established by classical geodetic methods
 RD1664.and adjusted by the National Geodetic Survey in October 1991.
 RD1664
 RD1664.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD1664.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD1664
 RD1664.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1664
 RD1664.The geoid height was determined by GEOID03.
 RD1664
 RD1664;                    North         East     Units Scale Factor Converg.
 RD1664;SPC OR N     -   181,006.363 2,299,270.404   MT  0.99989605   -1 48 51.8
 RD1664;SPC OR N     -   593,852.90  7,543,538.07   iFT  0.99989605   -1 48 51.8
 RD1664;UTM  10      - 5,012,609.498   495,417.374   MT  0.99960026   -0 02 29.4
 RD1664
 RD1664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1664!SPC OR N     -   0.99996024  x   0.99989605  =   0.99985630
 RD1664!UTM  10      -   0.99996024  x   0.99960026  =   0.99956052
 RD1664
 RD1664|---------------------------------------------------------------------|
 RD1664| PID    Reference Object                     Distance      Geod. Az  |
 RD1664|                                                           dddmmss.s |
 RD1664| RD1665 DUNDEE 2 RM 5                       185.563 METERS 04631     |
 RD1664| RD2761 NEWBURG SPAULDING PULP CO TANK      APPROX. 7.9 KM 0732912.4 |
 RD1664| DD9633 DUNDEE 2 RM 3                         8.320 METERS 07552     |
 RD1664| DD9632 DUNDEE 2 AZ MK                                     2072237.6 |
 RD1664| RD1663 DUNDEE                               30.463 METERS 31338     |
 RD1664| DD9634 DUNDEE 2 RM 4                         8.660 METERS 34520     |
 RD1664|---------------------------------------------------------------------|
 RD1664
 RD1664                          SUPERSEDED SURVEY CONTROL
 RD1664
 RD1664  NAD 83(1986)-  45 16 01.10793(N)    123 03 30.30555(W) AD(       ) 2
 RD1664  NAD 27      -  45 16 01.68634(N)    123 03 25.93531(W) AD(       ) 2
 RD1664  NGVD 29 (07/19/86)  275.     (m)          902.     (f) VERT ANG    3  
 RD1664
 RD1664.Superseded values are not recommended for survey control.
 RD1664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1664.See file dsdata.txt to determine how the superseded data were derived.
 RD1664
 RD1664_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR9541712609(NAD 83)
 RD1664_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RD1664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD1664
 RD1664  HISTORY     - Date     Condition        Report By
 RD1664  HISTORY     - 1967     MONUMENTED       CGS
 RD1664  HISTORY     - 1972     SEE DESCRIPTION  NGS
 RD1664
 RD1664                          STATION DESCRIPTION
 RD1664
 RD1664'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (HJS)
 RD1664'THE STATION IS 3 MILES NORTHEAST OF LAFAYETTE AND 2 MILES WEST OF
 RD1664'DUNDEE ON LAND OWNED BY MR. H. J. TIMMONS.
 RD1664'
 RD1664'TO REACH THE STATION FROM THE DUNDEE POST OFFICE GO SOUTHWEST ON
 RD1664'U.S. HIGHWAY 99W FOR 1.95 MILES TO A SIDE ROAD RIGHT, TURN RIGHT
 RD1664'AND GO WEST AND NORTHWEST ON THE WINDING GRAVELED ROAD FOR 1.85
 RD1664'MILES TO A SIDE ROAD RIGHT, WHERE THE POWER LINE CROSSES THE
 RD1664'ROAD, TURN RIGHT AND GO WEST ON THE GRAVELED ROAD FOR 0.1 MILE TO
 RD1664'THE AZIMUTH MARK ON THE LEFT, WHERE THE ROAD TURNS NORTH AND
 RD1664'FOLLOWS A SECTION LINE FENCE, FOLLOW THE GRAVELED ROAD NORTH FOR
 RD1664'0.3 MILE TO A DWELLING ON THE LEFT AND A DRIVEWAY ON THE RIGHT,
 RD1664'TURN RIGHT AND FOLLOW THE DRIVEWAY NORTHEAST FOR 0.3 MILE TO THE
 RD1664'SUMMIT OF A ROUNDED HILL, THE PROPOSED LOCATION OF MR.
 RD1664'TIMMONS NEW DWELLING AND THE STATION.
 RD1664'
 RD1664'THE STATION MARK, STAMPED DUNDEE 2 1967, IS A STANDARD DISK
 RD1664'SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH, 250
 RD1664'FEET SOUTH OF THE EDGE OF THE TIMBER, 100 FEET SOUTHEAST OF THE
 RD1664'PROPOSED LOCATION OF THE NEW HOUSE, 100 FEET SOUTH OF THE PROPOSED
 RD1664'LOCATION FOR THE SWIMMING POOL AND 1 FOOT NORTH OF A METAL
 RD1664'WITNESS POST.
 RD1664'
 RD1664'REFERENCE MARK NO. 3, STAMPED DUNDEE 2 NO 3 1967, IS A STANDARD
 RD1664'DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH, 130
 RD1664'FEET SOUTHEAST OF THE PROPOSED LOCATION FOR THE SWIMMING POOL,
 RD1664'28 FEET EAST OF THE WITNESS POST AND 1 FOOT BELOW STATION
 RD1664'ELEVATION.
 RD1664'
 RD1664'REFERENCE MARK NO. 4, STAMPED DUNDEE 2 NO 4 1967, IS A STANDARD
 RD1664'DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH, 70
 RD1664'FEET SOUTH OF THE PROPOSED LOCATION FOR THE SWIMMING POOL, 30 FEET
 RD1664'NORTH OF THE WITNESS POST AND 1 FOOT ABOVE STATION ELEVATION.
 RD1664'
 RD1664'DISTANCE BETWEEN R.M. NO. 3 AND R.M. NO. 4 IS 39.61 FEET.
 RD1664'
 RD1664'THE AZIMUTH MARK, STAMPED DUNDEE 2 1967, IS A STANDARD DISK SET
 RD1664'IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 5 INCHES,
 RD1664'300 FEET NORTHEAST OF MR. J.D. CRAWFORDS RESIDENCE, 200 FEET SOUTH
 RD1664'OF MR. CRAWFORDS MAIL BOX, 63 FEET NORTHEAST OF A POWER POLE WITH
 RD1664'A TRANSFORMER, 50 FEET SOUTHEAST OF THE CENTER OF THE DRIVEWAY,
 RD1664'2-1/2 FEET WEST OF A NORTH-SOUTH FENCE LINE AND 1 FOOT NORTH OF
 RD1664'A METAL WITNESS POST.
 RD1664
 RD1664                          STATION RECOVERY (1972)
 RD1664
 RD1664'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LDF)
 RD1664'THE STATION MARK, REFERENCE MARK 3 AND THE AZIMUTH MARK WERE
 RD1664'RECOVERED.  REFERENCE MARK 4 WAS FOUND TO BE DESTROYED.  A REFERENCE
 RD1664'MARK 5 WAS ESTABLISHED AND OCCUPIED AS A STATION.
 RD1664'
 RD1664'THE STATION IS ABOUT 2-1/2 MILES WEST-SOUTHWEST OF DUNDEE, 3-1/2
 RD1664'MILES NORTH-NORTHEAST OF DAYTON, 5 MILES SOUTHWEST OF NEWBERG IN
 RD1664'THE NORTHEAST QUARTER OF SECTION 33, R-3-W, T-3-S AND ON PROPERTY
 RD1664'OF H. J. TIMMONS.
 RD1664'
 RD1664'TO REACH THE STATION FROM THE POST OFFICE IN DUNDEE, GO SOUTHWEST
 RD1664'ON U.S. HIGHWAY 99W FOR 3.1 MILES TO A SIDE ROAD ON THE RIGHT.  TURN
 RD1664'RIGHT AND GO WEST ON A PAVED ROAD FOR 0.15 MILE TO A PAVED ROAD ON
 RD1664'THE RIGHT, TURN RIGHT AND GO NORTH AND WEST ON PAVED ROAD FOR 1.5
 RD1664'MILES TO A SIDE ROAD ON THE LEFT.  (TO REACH THE AZIMUTH MARK
 RD1664'FROM THIS POINT, TURN LEFT AND GO SOUTH ON DIRT ROAD FOR 0.1 MILE
 RD1664'TO A T-JUNCTION OF FENCE LINES AND THE MARK.) CONTINUE ON PAVED
 RD1664'ROAD, NORTHERLY, FOR 0.35 MILE TO A DRIVEWAY ON THE RIGHT AND
 RD1664'THE RESIDENCE OF H.J. TIMMONS ON THE LEFT.  TURN RIGHT,
 RD1664'PASSING THROUGH A GATE AND GO NORTHEAST ON DRIVEWAY FOR 0.25 MILE
 RD1664'TO A FORK, TAKE THE RIGHT FORK UPHILL FOR 0.05 MILE TO THE
 RD1664'STATION.  TO REACH REFERENCE MARK 5, TAKE THE LEFT FORK FOR
 RD1664'0.15 MILE TO THE MARK ON THE RIGHT.
 RD1664'
 RD1664'STATION MARK IS A STANDARD DISK, STAMPED DUNDEE 2 1967, SET IN
 RD1664'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 RD1664'GROUND.  IT IS ABOUT 250 FEET SOUTH OF EDGE OF TIMBER, 100 FEET
 RD1664'SOUTHEAST OF A PROPOSED LOCATION OF A NEW HOUSE AND 1.0 FEET NORTH
 RD1664'OF A METAL WITNESS POST.
 RD1664'
 RD1664'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED DUNDEE 2 NO 3 1967,
 RD1664'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH
 RD1664'WITH THE GROUND.  IT IS 27.4 FEET EAST OF THE WITNESS POST AND
 RD1664'ABOUT THE SAME ELEVATION AS THE STATION.
 RD1664'
 RD1664'DUNDEE 2 RM 5 IS A STANDARD DISK, STAMPED DUNDEE 2 1967 NO 5
 RD1664'1972, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 RD1664'THAT IS FLUSH WITH THE GROUND.  IT IS 132 FEET WEST OF THE
 RD1664'NORTHWEST CORNER OF A HOUSE, 27 FEET SOUTH OF THE APPROXIMATE
 RD1664'CENTER OF A GRAVELED ROAD AND 18.7 FEET SOUTH OF A METAL WITNESS
 RD1664'POST.  THE UNDERGROUND MARK IS 42-INCHES BELOW THE GROUND
 RD1664'SURFACE.  A TRAVERSE CONNECTION WAS MADE TO THE MARK WITH THE
 RD1664'HEWLETT PACKARD DISTANCE METER.
 RD1664'
 RD1664'AZIMUTH MARK IS A STANDARD DISK, STAMPED DUNDEE 2 1967, SET IN THE
 RD1664'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 6-INCHES
 RD1664'ABOVE THE GROUND.  IT IS 39 FEET WEST OF THE T-JUNCTION OF FENCE
 RD1664'LINES, 63.0 FEET SOUTH-SOUTHEAST OF A POWER LINE POLE WITH
 RD1664'TRANSFORMER, 2.5 FEET NORTH OF A FENCE AND 0.5 FEET WEST OF A
 RD1664'METAL WITNESS POST.
 RD1664'
 RD1664'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RD1664'2-1/2 MILES WEST-SOUTHWEST OF DUNDEE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1665 ***********************************************************************
 RD1665  DESIGNATION -  DUNDEE 2 RM 5
 RD1665  PID         -  RD1665
 RD1665  STATE/COUNTY-  OR/YAMHILL
 RD1665  USGS QUAD   -  DUNDEE (1993)
 RD1665
 RD1665                         *CURRENT SURVEY CONTROL
 RD1665  ___________________________________________________________________
 RD1665* NAD 83(1991)-  45 16 05.22034(N)    123 03 24.12033(W)     ADJUSTED  
 RD1665* NAVD 88     -       270.     (meters)     886.     (feet)  VERTCON   
 RD1665  ___________________________________________________________________
 RD1665  LAPLACE CORR-         -10.51  (seconds)                    DEFLEC99
 RD1665  GEOID HEIGHT-         -22.44  (meters)                     GEOID03
 RD1665  HORZ ORDER  -  SECOND
 RD1665
 RD1665.The horizontal coordinates were established by classical geodetic methods
 RD1665.and adjusted by the National Geodetic Survey in October 1991.
 RD1665
 RD1665.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD1665.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD1665
 RD1665.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1665
 RD1665.The geoid height was determined by GEOID03.
 RD1665
 RD1665;                    North         East     Units Scale Factor Converg.
 RD1665;SPC OR N     -   181,129.713 2,299,409.009   MT  0.99989608   -1 48 47.4
 RD1665;SPC OR N     -   594,257.59  7,543,992.81   iFT  0.99989608   -1 48 47.4
 RD1665;UTM  10      - 5,012,737.039   495,552.056   MT  0.99960024   -0 02 25.0
 RD1665
 RD1665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1665!SPC OR N     -   0.99996118  x   0.99989608  =   0.99985727
 RD1665!UTM  10      -   0.99996118  x   0.99960024  =   0.99956144
 RD1665
 RD1665|---------------------------------------------------------------------|
 RD1665| PID    Reference Object                     Distance      Geod. Az  |
 RD1665|                                                           dddmmss.s |
 RD1665| RD1664 DUNDEE 2                            185.563 METERS 22631     |
 RD1665| RD1667 RED RM 3 AZIMUTH                    APPROX. 2.1 KM 3244200.1 |
 RD1665|---------------------------------------------------------------------|
 RD1665
 RD1665                          SUPERSEDED SURVEY CONTROL
 RD1665
 RD1665  NAD 83(1986)-  45 16 05.24417(N)    123 03 24.12894(W) AD(       ) 2
 RD1665  NAD 27      -  45 16 05.82246(N)    123 03 19.75902(W) AD(       ) 2
 RD1665  NGVD 29 (07/19/86)  269.     (m)          883.     (f) VERT ANG    3  
 RD1665
 RD1665.Superseded values are not recommended for survey control.
 RD1665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1665.See file dsdata.txt to determine how the superseded data were derived.
 RD1665
 RD1665_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR9555212737(NAD 83)
 RD1665_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RD1665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD1665_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD1665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD1665+STABILITY: SURFACE MOTION
 RD1665
 RD1665  HISTORY     - Date     Condition        Report By
 RD1665  HISTORY     - 1972     MONUMENTED       NGS
 RD1665
 RD1665                          STATION DESCRIPTION
 RD1665
 RD1665'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LDF)
 RD1665'THE STATION IS ABOUT 2-1/2 MILES WEST-SOUTHWEST OF DUNDEE, 3-1/2
 RD1665'MILES NORTH-NORTHEAST OF DAYTON, 5 MILES SOUTHWEST OF NEWBERG IN THE
 RD1665'NORTHEAST QUARTER OF SECTION 33, R-3-W, T-3-S AND ON PROPERTY OF
 RD1665'H.J. TIMMONS.
 RD1665'
 RD1665'TO REACH THE STATION FROM THE POST OFFICE IN DUNDEE, GO SOUTHWEST
 RD1665'ON U.S. HIGHWAY 99W FOR 3.1 MILES TO A SIDE ROAD ON THE RIGHT.  TURN
 RD1665'RIGHT AND GO WEST ON A PAVED ROAD FOR 0.15 MILE TO A PAVED ROAD ON
 RD1665'THE RIGHT, TURN RIGHT AND GO NORTH AND WEST ON PAVED ROAD FOR 1.5
 RD1665'MILES TO A SIDE ROAD ON THE LEFT.  CONTINUE ON PAVED ROAD,
 RD1665'NORTHERLY, FOR 0.35 MILE TO A DRIVEWAY ON THE RIGHT AT A GATE
 RD1665'AND THE RESIDENCE OF H.J. TIMMONS ON THE LEFT.  TURN RIGHT,
 RD1665'PASSING THROUGH THE GATE AND GO NORTHEAST UP DRIVEWAY FOR 0.25
 RD1665'MILE TO A FORK, TAKE THE LEFT FORK AND GO EASTERLY ON DRIVEWAY
 RD1665'FOR 0.15 MILE TO THE STATION ON THE LEFT.
 RD1665'
 RD1665'STATION MARK IS A STANDARD REFERENCE MARK DISK, STAMPED DUNDEE 2
 RD1665'1967 NO 5 1972, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 RD1665'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 132.0 FEET WEST OF
 RD1665'THE NORTHWEST CORNER OF A HOUSE, 27 FEET SOUTH OF THE APPROXIMATE
 RD1665'CENTER OF A GRAVELED ROAD AND 18.7 FEET SOUTH OF A METAL WITNESS
 RD1665'POST.  THE UNDERGROUND STATION MARK IS A REFERENCE MARK DISK SET
 RD1665'42-INCHES BELOW THE GROUND SURFACE.  A TRAVERSE CONNECTION WAS
 RD1665'MADE TO STATION DUNDEE 2 1967 WITH THE HEWLETT PACKARD DISTANCE
 RD1665'METER AND A GEODIMETER DISTANCE WAS MADE TO STATION RED RM 3.
 RD1665'
 RD1665'DUNDEE 2 1967 IS A STANDARD DISK, STAMPED DUNDEE 2 1967, SET IN
 RD1665'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 RD1665'GROUND.  IT IS 250 FEET SOUTH OF EDGE OF TIMBER, 100 FEET SOUTHEAST
 RD1665'OF A PROPOSED LOCATION OF A NEW HOUSE AND 1.0 FEET NORTH OF A
 RD1665'METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1871 ***********************************************************************
 RD1871  DESIGNATION -  DUNE
 RD1871  PID         -  RD1871
 RD1871  STATE/COUNTY-  OR/TILLAMOOK
 RD1871  USGS QUAD   -  NESTUCCA BAY (1985)
 RD1871
 RD1871                         *CURRENT SURVEY CONTROL
 RD1871  ___________________________________________________________________
 RD1871* NAD 83(1991)-  45 11 36.56069(N)    123 57 46.59141(W)     ADJUSTED  
 RD1871* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 RD1871  ___________________________________________________________________
 RD1871  LAPLACE CORR-          19.17  (seconds)                    DEFLEC99
 RD1871  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 RD1871  HORZ ORDER  -  THIRD
 RD1871
 RD1871.The horizontal coordinates were established by classical geodetic methods
 RD1871.and adjusted by the National Geodetic Survey in October 1991.
 RD1871
 RD1871.The orthometric height was scaled from a topographic map.
 RD1871
 RD1871.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1871
 RD1871.The geoid height was determined by GEOID03.
 RD1871
 RD1871;                    North         East     Units Scale Factor Converg.
 RD1871;SPC OR N     -   175,493.001 2,227,990.486   MT  0.99989468   -2 27 21.1
 RD1871;SPC OR N     -   575,764.44  7,309,680.07   iFT  0.99989468   -2 27 21.1
 RD1871;UTM  10      - 5,004,895.931   424,361.327   MT  0.99967035   -0 40 59.6
 RD1871
 RD1871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1871!SPC OR N     -   1.00000343  x   0.99989468  =   0.99989811
 RD1871!UTM  10      -   1.00000343  x   0.99967035  =   0.99967378
 RD1871
 RD1871:                Primary Azimuth Mark                     Grid Az
 RD1871:SPC OR N     -  SEA                                      002 04 15.6
 RD1871:UTM  10      -  SEA                                      000 17 54.1
 RD1871
 RD1871|---------------------------------------------------------------------|
 RD1871| PID    Reference Object                     Distance      Geod. Az  |
 RD1871|                                                           dddmmss.s |
 RD1871| RD1870 SEA                                 APPROX. 1.0 KM 3593654.5 |
 RD1871|---------------------------------------------------------------------|
 RD1871
 RD1871                          SUPERSEDED SURVEY CONTROL
 RD1871
 RD1871  NAD 83(1986)-  45 11 36.59331(N)    123 57 46.59879(W) AD(       ) 3
 RD1871  NAD 27      -  45 11 37.24000(N)    123 57 42.20400(W) AD(       ) 3
 RD1871
 RD1871.Superseded values are not recommended for survey control.
 RD1871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1871.See file dsdata.txt to determine how the superseded data were derived.
 RD1871
 RD1871_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR2436104896(NAD 83)
 RD1871
 RD1871  HISTORY     - Date     Condition        Report By
 RD1871  HISTORY     - 1927     MONUMENTED       CGS
 RD1871
 RD1871                          STATION DESCRIPTION
 RD1871
 RD1871'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (GLB)
 RD1871'TEMPORARY STATION.  UNMARKED EXCEPT FOR 2- BY 4-STAKE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0830 ***********************************************************************
 NY0830  DESIGNATION -  DUNE
 NY0830  PID         -  NY0830
 NY0830  STATE/COUNTY-  OR/LAKE
 NY0830  USGS QUAD   -  SOUTH OF ANA RIVER (1986)
 NY0830
 NY0830                         *CURRENT SURVEY CONTROL
 NY0830  ___________________________________________________________________
 NY0830* NAD 83(1991)-  42 52 26.44182(N)    120 38 13.84326(W)     ADJUSTED  
 NY0830* NAVD 88     -      1305.2    (meters)    4282.     (feet)  VERTCON   
 NY0830  ___________________________________________________________________
 NY0830  LAPLACE CORR-           5.36  (seconds)                    DEFLEC99
 NY0830  GEOID HEIGHT-         -20.82  (meters)                     GEOID03
 NY0830  HORZ ORDER  -  THIRD
 NY0830
 NY0830.The horizontal coordinates were established by classical geodetic methods
 NY0830.and adjusted by the National Geodetic Survey in October 1991.
 NY0830
 NY0830.The NAVD 88 height was computed by applying the VERTCON shift value to
 NY0830.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NY0830
 NY0830.The Laplace correction was computed from DEFLEC99 derived deflections.
 NY0830
 NY0830.The geoid height was determined by GEOID03.
 NY0830
 NY0830;                    North         East     Units Scale Factor Converg.
 NY0830;SPC OR S     -   134,123.937 1,488,792.530   MT  0.99990775   -0 05 37.9
 NY0830;SPC OR S     -   440,039.16  4,884,489.93   iFT  0.99990775   -0 05 37.9
 NY0830;UTM  10      - 4,749,532.422   692,986.840   MT  1.00005821   +1 36 29.3
 NY0830
 NY0830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NY0830!SPC OR S     -   0.99979862  x   0.99990775  =   0.99970639
 NY0830!UTM  10      -   0.99979862  x   1.00005821  =   0.99985682
 NY0830
 NY0830|---------------------------------------------------------------------|
 NY0830| PID    Reference Object                     Distance      Geod. Az  |
 NY0830|                                                           dddmmss.s |
 NY0830| CD6452 DUNE RM 1                             7.732 METERS 04716     |
 NY0830| CD6453 DUNE RM 2                             8.489 METERS 25725     |
 NY0830| CD6598 FREMONT PT LOT                                     2664628.6 |
 NY0830|---------------------------------------------------------------------|
 NY0830
 NY0830                          SUPERSEDED SURVEY CONTROL
 NY0830
 NY0830  NAD 83(1986)-  42 52 26.45173(N)    120 38 13.84551(W) AD(       ) 3
 NY0830  NAD 27      -  42 52 26.91600(N)    120 38 09.93100(W) AD(       ) 3
 NY0830  NGVD 29 (07/19/86) 1304.0    (m)         4278.     (f) VERT ANG    3  
 NY0830
 NY0830.Superseded values are not recommended for survey control.
 NY0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0830.See file dsdata.txt to determine how the superseded data were derived.
 NY0830
 NY0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFN9298749532(NAD 83)
 NY0830_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NY0830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0830_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NY0830
 NY0830  HISTORY     - Date     Condition        Report By
 NY0830  HISTORY     - 1948     MONUMENTED       CGS
 NY0830  HISTORY     - 1967     SEE DESCRIPTION  CGS
 NY0830
 NY0830                          STATION DESCRIPTION
 NY0830
 NY0830'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MTP)
 NY0830'STATION IS LOCATED ABOUT 13 MILES NORTHWEST OF PAISLEY, 10 MILES
 NY0830'SOUTHEAST OF THE SUMMER LAKE POST OFFICE, AND ABOUT 5.5 MILES EAST
 NY0830'OF THE DRY LAKE BED OF SUMMER LAKE, ON AN OPEN SAND DUNE.
 NY0830'
 NY0830'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 NY0830'POST WHICH PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT
 NY0830'IS NEAR THE CENTER OF A SMALL SAND DUNE THAT IS 77 FEET LONG, EAST
 NY0830'AND WEST, 32 FEET WIDE, NORTH AND SOUTH, AND ABOUT 2 FEET HIGH,
 NY0830'AND 48 FEET EAST OF THE MAIN TRAVELED ROAD LEADING TO THE
 NY0830'STATION.  IT IS STAMPED DUNE 1948.
 NY0830'
 NY0830'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 NY0830'CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE SURFACE OF THE
 NY0830'GROUND.  IT IS STAMPED DUNE NO 1 1948.
 NY0830'
 NY0830'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A 10
 NY0830'INCH CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE THE SURFACE OF
 NY0830'THE GROUND.  IT IS STAMPED DUNE NO 2 1948.
 NY0830'
 NY0830'THE FREMONT POINT LOOKOUT TOWER WILL SERVE AS THE AZIMUTH MARK
 NY0830'FOR THIS STATION.  IT IS ABOUT 10 MILES WEST ON A HIGH POINT OF THE
 NY0830'RIM THAT OVERLOOKS SUMMER LAKE.
 NY0830'
 NY0830'TO REACH THE STATION FROM THE POST OFFICE IN PAISLEY GO NORTH ON
 NY0830'STATE HIGHWAY 31 FOR 0.8 MILE TO A SECOND SIDE ROAD, RIGHT, ON A
 NY0830'CURVE.  TURN RIGHT, OFF THE HIGHWAY, AND CONTINUE NORTHERLY ON THE
 NY0830'MAIN TRAVELED (TRACK) ROAD FOR 10 MILES TO A FORK.  TAKE THE LEFT
 NY0830'FORK FOR 0.05 MILE TO A FORK.  TAKE THE RIGHT FORK AND CONTINUE
 NY0830'NORTH ON THE TRACK ROAD FOR 3.4 MILES TO THE STATION SITE ON THE
 NY0830'RIGHT, ON A LOW DUNE.
 NY0830
 NY0830                          STATION RECOVERY (1967)
 NY0830
 NY0830'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 NY0830'THE STATION MARK, STAMPED DUNE 1948, REFERENCE MARK NO. 1, STAMPED
 NY0830'DUNE NO 1 1948 AND REFERENCE MARK NO. 2, STAMPED DUNE NO 2 1948
 NY0830'WERE RECOVERED AS DESCRIBED.  A METAL WITNESS POST WAS PLACED 2
 NY0830'FEET SOUTH OF THE STATION MARK.  THE STAND IS STILL OVER THE
 NY0830'STATION MARK AND WITH MINOR REPAIRS COULD BE USED AGAIN.
 NY0830'
 NY0830'NOTE--IT ADVISED TO USE A 4-WHEEL DRIVE VEHICLE IN GOING TO
 NY0830'THIS STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1029 ***********************************************************************
 OA1029  DESIGNATION -  DUNE
 OA1029  PID         -  OA1029
 OA1029  STATE/COUNTY-  OR/CURRY
 OA1029  USGS QUAD   -  CAPE SEBASTIAN (1986)
 OA1029
 OA1029                         *CURRENT SURVEY CONTROL
 OA1029  ___________________________________________________________________
 OA1029* NAD 83(1991)-  42 15 59.38141(N)    124 24 17.42855(W)     ADJUSTED  
 OA1029* NAVD 88     -        50.     (meters)     164.     (feet)  SCALED    
 OA1029  ___________________________________________________________________
 OA1029  LAPLACE CORR-          14.42  (seconds)                    DEFLEC99
 OA1029  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 OA1029  HORZ ORDER  -  THIRD
 OA1029
 OA1029.The horizontal coordinates were established by classical geodetic methods
 OA1029.and adjusted by the National Geodetic Survey in October 1991.
 OA1029
 OA1029.The orthometric height was scaled from a topographic map.
 OA1029
 OA1029.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1029
 OA1029.The geoid height was determined by GEOID03.
 OA1029
 OA1029;                    North         East     Units Scale Factor Converg.
 OA1029;SPC OR S     -    74,141.744 1,177,945.388   MT  1.00001750   -2 40 17.4
 OA1029;SPC OR S     -   243,247.19  3,864,650.22   iFT  1.00001750   -2 40 17.4
 OA1029;UTM  10      - 4,680,320.959   384,139.968   MT  0.99976516   -0 56 41.9
 OA1029
 OA1029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1029!SPC OR S     -   0.99999653  x   1.00001750  =   1.00001403
 OA1029!UTM  10      -   0.99999653  x   0.99976516  =   0.99976169
 OA1029
 OA1029:                Primary Azimuth Mark                     Grid Az
 OA1029:SPC OR S     -  SANDFLOWER                               162 29 54.2
 OA1029:UTM  10      -  SANDFLOWER                               160 46 18.7
 OA1029
 OA1029|---------------------------------------------------------------------|
 OA1029| PID    Reference Object                     Distance      Geod. Az  |
 OA1029|                                                           dddmmss.s |
 OA1029| OA1031 SANDFLOWER                          APPROX. 0.8 KM 1594936.8 |
 OA1029|---------------------------------------------------------------------|
 OA1029
 OA1029                          SUPERSEDED SURVEY CONTROL
 OA1029
 OA1029  NAD 83(1986)-  42 15 59.36202(N)    124 24 17.43477(W) AD(       ) 3
 OA1029  NAD 27      -  42 15 59.96300(N)    124 24 13.02700(W) AD(       ) 3
 OA1029
 OA1029.Superseded values are not recommended for survey control.
 OA1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1029.See file dsdata.txt to determine how the superseded data were derived.
 OA1029
 OA1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCM8414080321(NAD 83)
 OA1029
 OA1029  HISTORY     - Date     Condition        Report By
 OA1029  HISTORY     - 1873     MONUMENTED       CGS
 OA1029  HISTORY     - 1933     SEE DESCRIPTION  ORGS
 OA1029  HISTORY     - 1934     SEE DESCRIPTION  ORGS
 OA1029
 OA1029                          STATION DESCRIPTION
 OA1029
 OA1029'DESCRIBED BY COAST AND GEODETIC SURVEY 1873 (AWC)
 OA1029'THE STATION IS LOCATED ON A SAND DUNE AND IS MARKED BY A BOTTLE
 OA1029'BURIED 3 FEET BELOW THE SURFACE, AND AT THE SURFACE THERE ARE THREE
 OA1029'STUBS WITH A COPPER TACK IN THE TOP OF EACH, DISTANT 3 FEET AND
 OA1029'BEARING N, S AND E (MAGNETIC).
 OA1029
 OA1029                          STATION RECOVERY (1933)
 OA1029
 OA1029'RECOVERY NOTE BY OREGON GEODETIC SURVEY 1933
 OA1029'STATION IS ABOUT 4.5 MILES S AND 1 MILE E OF CAPE SEBASTIAN, ABOUT
 OA1029'1 MILE N OF CROOKS POINT AND 0.75 MILE S OF THE MOUTH OF PISTOL
 OA1029'RIVER.  THE STATION IS LOCATED ON A SAND DUNE ABOUT 0.4 MILE W OF
 OA1029'THE OREGON COAST HIGHWAY.  IT IS IMPROBABLE THAT THIS STATION WILL
 OA1029'BE RECOVERED.
 OA1029
 OA1029                          STATION RECOVERY (1934)
 OA1029
 OA1029'RECOVERY NOTE BY OREGON GEODETIC SURVEY 1934
 OA1029'NO TRACE OF THIS POINT WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1190 ***********************************************************************
 OA1190  DESIGNATION -  DUNE
 OA1190  PID         -  OA1190
 OA1190  STATE/COUNTY-  OR/DOUGLAS
 OA1190  USGS QUAD   -  WINCHESTER BAY (1985)
 OA1190
 OA1190                         *CURRENT SURVEY CONTROL
 OA1190  ___________________________________________________________________
 OA1190* NAD 83(1991)-  43 43 29.79760(N)    124 11 08.73389(W)     ADJUSTED  
 OA1190* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 OA1190  ___________________________________________________________________
 OA1190  LAPLACE CORR-          15.02  (seconds)                    DEFLEC99
 OA1190  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 OA1190  HORZ ORDER  -  THIRD
 OA1190
 OA1190.The horizontal coordinates were established by classical geodetic methods
 OA1190.and adjusted by the National Geodetic Survey in October 1991.
 OA1190
 OA1190.The orthometric height was scaled from a topographic map.
 OA1190
 OA1190.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1190
 OA1190.The geoid height was determined by GEOID03.
 OA1190
 OA1190;                    North         East     Units Scale Factor Converg.
 OA1190;SPC OR S     -   235,176.974 1,203,130.153   MT  0.99994173   -2 31 17.8
 OA1190;SPC OR S     -   771,578.00  3,947,277.40   iFT  0.99994173   -2 31 17.8
 OA1190;UTM  10      - 4,842,006.825   404,494.390   MT  0.99971219   -0 49 10.8
 OA1190
 OA1190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1190!SPC OR S     -   1.00000350  x   0.99994173  =   0.99994523
 OA1190!UTM  10      -   1.00000350  x   0.99971219  =   0.99971569
 OA1190
 OA1190:                Primary Azimuth Mark                     Grid Az
 OA1190:SPC OR S     -  BRUSHY HILL                              066 00 33.7
 OA1190:UTM  10      -  BRUSHY HILL                              064 18 26.7
 OA1190
 OA1190|---------------------------------------------------------------------|
 OA1190| PID    Reference Object                     Distance      Geod. Az  |
 OA1190|                                                           dddmmss.s |
 OA1190| OA1227 BRUSHY HILL                         APPROX. 1.1 KM 0632915.9 |
 OA1190| OA1099 WRECK TACOMA                        APPROX. 2.8 KM 3564154.0 |
 OA1190|---------------------------------------------------------------------|
 OA1190
 OA1190                          SUPERSEDED SURVEY CONTROL
 OA1190
 OA1190  NAD 83(1986)-  43 43 29.79995(N)    124 11 08.78349(W) AD(       ) 3
 OA1190  NAD 27      -  43 43 30.26800(N)    124 11 04.28700(W) AD(       ) 3
 OA1190
 OA1190.Superseded values are not recommended for survey control.
 OA1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1190.See file dsdata.txt to determine how the superseded data were derived.
 OA1190
 OA1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP0449442007(NAD 83)
 OA1190
 OA1190  HISTORY     - Date     Condition        Report By
 OA1190  HISTORY     - 1885     MONUMENTED       CGS
 OA1190  HISTORY     - 1948     SEE DESCRIPTION  CGS
 OA1190
 OA1190                          STATION DESCRIPTION
 OA1190
 OA1190'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RAE)
 OA1190'SINCE NO DESCRIPTION OF THIS STATION WAS AVAILABLE, A THOROUGH
 OA1190'SEARCH WAS MADE OF THE AREA INDICATED BY ITS GEOGRAPHIC
 OA1190'POSITION.  AS NO MARK WAS FOUND THE STATION SHOULD DEFINITELY BE
 OA1190'CLASSIFIED AS LOST AND REFERENCE TO IT SHOULD BE DELETED FROM
 OA1190'ALL RECORDS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1491 ***********************************************************************
 OA1491  DESIGNATION -  DUNE
 OA1491  PID         -  OA1491
 OA1491  STATE/COUNTY-  OR/COOS
 OA1491  USGS QUAD   -  EMPIRE (1970)
 OA1491
 OA1491                         *CURRENT SURVEY CONTROL
 OA1491  ___________________________________________________________________
 OA1491* NAD 83(1991)-  43 25 40.16563(N)    124 15 15.11812(W)     ADJUSTED  
 OA1491* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 OA1491  ___________________________________________________________________
 OA1491  LAPLACE CORR-          17.44  (seconds)                    DEFLEC99
 OA1491  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 OA1491  HORZ ORDER  -  THIRD
 OA1491
 OA1491.The horizontal coordinates were established by classical geodetic methods
 OA1491.and adjusted by the National Geodetic Survey in October 1991.
 OA1491
 OA1491.The orthometric height was scaled from a topographic map.
 OA1491
 OA1491.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1491
 OA1491.The geoid height was determined by GEOID03.
 OA1491
 OA1491;                    North         East     Units Scale Factor Converg.
 OA1491;SPC OR S     -   202,446.387 1,196,142.103   MT  0.99990482   -2 34 06.3
 OA1491;SPC OR S     -   664,194.18  3,924,350.73   iFT  0.99990482   -2 34 06.3
 OA1491;UTM  10      - 4,809,089.553   398,483.927   MT  0.99972676   -0 51 44.1
 OA1491
 OA1491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1491!SPC OR S     -   1.00000357  x   0.99990482  =   0.99990839
 OA1491!UTM  10      -   1.00000357  x   0.99972676  =   0.99973033
 OA1491
 OA1491                          SUPERSEDED SURVEY CONTROL
 OA1491
 OA1491  NAD 83(1986)-  43 25 40.16306(N)    124 15 15.16561(W) AD(       ) 4
 OA1491  NAD 27      -  43 25 40.75200(N)    124 15 10.75200(W) AD(       ) 3
 OA1491
 OA1491.Superseded values are not recommended for survey control.
 OA1491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1491.See file dsdata.txt to determine how the superseded data were derived.
 OA1491
 OA1491_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCP9848409090(NAD 83)
 OA1491
 OA1491  HISTORY     - Date     Condition        Report By
 OA1491  HISTORY     - 1945     MONUMENTED       USE
 OA1491  HISTORY     - 1948     SEE DESCRIPTION  CGS
 OA1491  HISTORY     - 1972     SEE DESCRIPTION  NGS
 OA1491
 OA1491                          STATION DESCRIPTION
 OA1491
 OA1491'DESCRIBED BY US ENGINEERS 1945 (KGC)
 OA1491'STATION IS ABOUT 2.0 MILES NW OF EMPIRE, 0.9 MILE W OF THE COOS
 OA1491'BAY RAILROAD BRIDGE, AND ON THE NNW SHORE OF COOS BAY, OPPOSITE
 OA1491'PONY POINT.  IT IS ON A DRIFTING SAND DUNE ABOUT 75 FEET NNW OF THE
 OA1491'HIGH-WATER LINE.
 OA1491'
 OA1491'THE STATION IS MARKED BY A 3/4-INCH IRON PIPE SET IN A 10-INCH
 OA1491'SQUARE BLOCK OF CONCRETE.  THE TOP OF THE CONCRETE IS MARKED
 OA1491'U.S.E.D. DUNE.
 OA1491
 OA1491                          STATION RECOVERY (1948)
 OA1491
 OA1491'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RAE)
 OA1491'A SEARCH WAS MADE FOR THIS STATION BUT IT COULD NOT BE FOUND.  A
 OA1491'POLE, THE LOWER END OF WHICH WAS BURIED IN THE SAND, WAS FOUND
 OA1491'IN THE AREA INDICATED IN THE DESCRIPTION.  CONTACT WITH THE
 OA1491'LOCAL U.S.E. OFFICE ESTABLISHED THE FACT THAT THIS POLE WAS
 OA1491'PLACED UPRIGHT ON THE STATION MARK WHEN IT WAS EVIDENT THAT THE
 OA1491'SAND WOULD SOON OBLITERATE ALL TRACE OF IT.  THIS INFORMATION
 OA1491'VERIFIED THE EXISTENCE OF THE BURIED STATION.
 OA1491
 OA1491                          STATION RECOVERY (1972)
 OA1491
 OA1491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 OA1491'THE STATION HAS BEEN DESTROYED.  THE SAND DUNES HAVE BEEN
 OA1491'LEVELED, AND AN INDUSTRIAL COMPLEX NOW OCCUPIES THIS AREA.
 OA1491'
 OA1491'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OA1491'2 MILES NORTHWEST OF NORTH BEND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2365 ***********************************************************************
 QE2365  DESIGNATION -  DUNE
 QE2365  PID         -  QE2365
 QE2365  STATE/COUNTY-  OR/LINCOLN
 QE2365  USGS QUAD   -  TOLEDO SOUTH (1984)
 QE2365
 QE2365                         *CURRENT SURVEY CONTROL
 QE2365  ___________________________________________________________________
 QE2365* NAD 83(1991)-  44 35 46.91625(N)    123 56 28.53062(W)     ADJUSTED  
 QE2365* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 QE2365  ___________________________________________________________________
 QE2365  LAPLACE CORR-          14.79  (seconds)                    DEFLEC99
 QE2365  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 QE2365  HORZ ORDER  -  THIRD
 QE2365
 QE2365.The horizontal coordinates were established by classical geodetic methods
 QE2365.and adjusted by the National Geodetic Survey in October 1991.
 QE2365
 QE2365.The orthometric height was scaled from a topographic map.
 QE2365
 QE2365.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2365
 QE2365.The geoid height was determined by GEOID03.
 QE2365
 QE2365;                    North         East     Units Scale Factor Converg.
 QE2365;SPC OR N     -   109,128.185 2,226,867.273   MT  0.99994414   -2 26 25.8
 QE2365;SPC OR N     -   358,032.10  7,305,994.99   iFT  0.99994414   -2 26 25.8
 QE2365;UTM  10      - 4,938,544.180   425,295.373   MT  0.99966863   -0 39 39.2
 QE2365
 QE2365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2365!SPC OR N     -   1.00000301  x   0.99994414  =   0.99994715
 QE2365!UTM  10      -   1.00000301  x   0.99966863  =   0.99967164
 QE2365
 QE2365:                Primary Azimuth Mark                     Grid Az
 QE2365:SPC OR N     -  REAR RANGE 6                             024 42 37.7
 QE2365:UTM  10      -  REAR RANGE 6                             022 55 51.1
 QE2365
 QE2365|---------------------------------------------------------------------|
 QE2365| PID    Reference Object                     Distance      Geod. Az  |
 QE2365|                                                           dddmmss.s |
 QE2365| QE2370 REAR RANGE 6                        APPROX. 0.5 KM 0221611.9 |
 QE2365| QE2359 LOWER DIKE LIGHT                    150.268 METERS 03700     |
 QE2365| QE2350 FRONT RANGE 6                       327.215 METERS 04345     |
 QE2365| QE2384 FIELD                               354.162 METERS 07424     |
 QE2365| QE2363 REAR RANGE 4                        375.296 METERS 08815     |
 QE2365| QE2377 REAR RANGE 3                        489.530 METERS 1113417.5 |
 QE2365| QE2352 FRONT RANGE 4                       368.192 METERS 11807     |
 QE2365| QE2379 FRONT RANGE 5                       APPROX. 0.5 KM 1272710.2 |
 QE2365| QE2346 REAR RANGE 5                        APPROX. 0.6 KM 1301453.0 |
 QE2365| QE2378 FRONT RANGE 3                       489.887 METERS 1382638.9 |
 QE2365| QE2357 APPLE                               332.917 METERS 18405     |
 QE2365|---------------------------------------------------------------------|
 QE2365
 QE2365                          SUPERSEDED SURVEY CONTROL
 QE2365
 QE2365  NAD 83(1986)-  44 35 46.95154(N)    123 56 28.59675(W) AD(       ) 3
 QE2365  NAD 27      -  44 35 47.55600(N)    123 56 24.22600(W) AD(       ) 3
 QE2365
 QE2365.Superseded values are not recommended for survey control.
 QE2365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2365.See file dsdata.txt to determine how the superseded data were derived.
 QE2365
 QE2365_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ2529538544(NAD 83)
 QE2365_MARKER: Z = SEE DESCRIPTION
 QE2365_SETTING: 0 = UNSPECIFIED SETTING
 QE2365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE2365
 QE2365  HISTORY     - Date     Condition        Report By
 QE2365  HISTORY     - 1914     MONUMENTED       CGS
 QE2365  HISTORY     - 1953     SEE DESCRIPTION  CGS
 QE2365
 QE2365                          STATION DESCRIPTION
 QE2365
 QE2365'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (JWM)
 QE2365'STATION IS ABOUT 1/4 MILE N OF THE MONTGOMERY HOUSE, ON A PILE
 QE2365'OF SAND DUMPED BY DREDGES ABOUT 30 METERS FROM SHORE.
 QE2365'
 QE2365'THE STATION IS MARKED BY A BOTTLE SET 3 FEET BELOW THE
 QE2365'SURFACE, AND AT THE SURFACE BY A STANDARD DISK IN A CYLINDRICAL
 QE2365'BED OF CONCRETE 8 INCHES IN DIAMETER BY 2 FEET DEEP.
 QE2365'
 QE2365'THE REFERENCE MARK IS A STANDARD DISK SET IN CONCRETE, 3.05
 QE2365'METERS S (MAGNETIC).
 QE2365
 QE2365                          STATION RECOVERY (1953)
 QE2365
 QE2365'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (FAR)
 QE2365'THE PILE OF SAND HAS BEEN WASHED AWAY.  IT IS RECOMMENDED THAT
 QE2365'THE STATION BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC2219 ***********************************************************************
 SC2219  DESIGNATION -  DUNE 1935
 SC2219  PID         -  SC2219
 SC2219  STATE/COUNTY-  OR/CLATSOP
 SC2219  USGS QUAD   -  WARRENTON (1996)
 SC2219
 SC2219                         *CURRENT SURVEY CONTROL
 SC2219  ___________________________________________________________________
 SC2219* NAD 83(1991)-  46 12 14.33689(N)    123 59 48.71392(W)     ADJUSTED  
 SC2219* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 SC2219  ___________________________________________________________________
 SC2219  LAPLACE CORR-          14.45  (seconds)                    DEFLEC99
 SC2219  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 SC2219  HORZ ORDER  -  THIRD
 SC2219
 SC2219.The horizontal coordinates were established by classical geodetic methods
 SC2219.and adjusted by the National Geodetic Survey in October 1991.
 SC2219
 SC2219.The orthometric height was scaled from a topographic map.
 SC2219
 SC2219.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2219
 SC2219.The geoid height was determined by GEOID03.
 SC2219
 SC2219;                    North         East     Units Scale Factor Converg.
 SC2219;SPC OR N     -   287,808.745 2,230,186.961   MT  1.00005829   -2 28 47.7
 SC2219;SPC OR N     -   944,254.41  7,316,886.35   iFT  1.00005829   -2 28 47.7
 SC2219;SPC WA S     -   102,753.262   230,223.933   MT  0.99993660   -2 32 24.4
 SC2219;SPC WA S     -   337,116.33    755,326.35   sFT  0.99993660   -2 32 24.4
 SC2219;UTM  10      - 5,117,194.678   423,094.737   MT  0.99967270   -0 43 10.5
 SC2219
 SC2219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2219!SPC OR N     -   1.00000361  x   1.00005829  =   1.00006190
 SC2219!SPC WA S     -   1.00000361  x   0.99993660  =   0.99994021
 SC2219!UTM  10      -   1.00000361  x   0.99967270  =   0.99967631
 SC2219
 SC2219                          SUPERSEDED SURVEY CONTROL
 SC2219
 SC2219  NAD 83(1986)-  46 12 14.34640(N)    123 59 48.68829(W) AD(       ) 3
 SC2219  NAD 27      -  46 12 14.98180(N)    123 59 44.15544(W) AD(       ) 3
 SC2219
 SC2219.Superseded values are not recommended for survey control.
 SC2219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2219.See file dsdata.txt to determine how the superseded data were derived.
 SC2219
 SC2219_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2309517195(NAD 83)
 SC2219
 SC2219  HISTORY     - Date     Condition        Report By
 SC2219  HISTORY     - 1935     MONUMENTED       CGS
 SC2219  HISTORY     - 1957     SEE DESCRIPTION  CGS
 SC2219
 SC2219                          STATION DESCRIPTION
 SC2219
 SC2219'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (RWK)
 SC2219'STATION IS A 2-INCH IRON PIPE DRIVEN INTO THE TOP OF A SMALL,
 SC2219'ROUND, GRASSY DUNE ON THE W BEACH AT CLATSOP SPIT, ABOVE THE
 SC2219'HIGH-WATER LINE AT A POINT 1-1/2 MILES ALONG THE BEACH SE FROM
 SC2219'THE JETTY AND IMMEDIATELY ADJACENT TO THE BEACH.  DUNE, AUXILIARY,
 SC2219'A POINT 45.13 METERS SE OF DUNE, WAS OCCUPIED.  THE LATTER POINT
 SC2219'WAS NOT PERMANENTLY MARKED.
 SC2219
 SC2219                          STATION RECOVERY (1957)
 SC2219
 SC2219'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (VRS)
 SC2219'A THOROUGH SEARCH OF THE AREA WAS MADE BUT THE STATION WAS NOT
 SC2219'RECOVERED.  A 2 INCH DIAMETER IRON PIPE, PROJECTING ABOUT 1-1/2
 SC2219'FT. WITH RUINS OF A HYDRO SIGNAL CENTERED AROUND IT, WAS FOUND
 SC2219'IN THE NEAR VICINITY.  AN INQUIRY WAS MADE AT U.S.E. HEADQUARTERS
 SC2219'AT FORT STEVENS REGARDING THE IRON PIPE FOUND AND IT WAS LEARNED
 SC2219'THAT THIS PIPE HAD BEEN SET BY THE U.S. ENGINEERS IN 1954 OR
 SC2219'1955 BUT HAD NOT BEEN LOCATED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC2223 ***********************************************************************
 SC2223  DESIGNATION -  DUNE AUXILIARY
 SC2223  PID         -  SC2223
 SC2223  STATE/COUNTY-  OR/CLATSOP
 SC2223  USGS QUAD   -  WARRENTON (1996)
 SC2223
 SC2223                         *CURRENT SURVEY CONTROL
 SC2223  ___________________________________________________________________
 SC2223* NAD 83(1991)-  46 12 13.49344(N)    123 59 46.99467(W)     ADJUSTED  
 SC2223* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 SC2223  ___________________________________________________________________
 SC2223  LAPLACE CORR-          14.46  (seconds)                    DEFLEC99
 SC2223  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 SC2223  HORZ ORDER  -  THIRD
 SC2223
 SC2223.The horizontal coordinates were established by classical geodetic methods
 SC2223.and adjusted by the National Geodetic Survey in October 1991.
 SC2223
 SC2223.The orthometric height was scaled from a topographic map.
 SC2223
 SC2223.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2223
 SC2223.The geoid height was determined by GEOID03.
 SC2223
 SC2223;                    North         East     Units Scale Factor Converg.
 SC2223;SPC OR N     -   287,781.130 2,230,222.660   MT  1.00005822   -2 28 46.5
 SC2223;SPC OR N     -   944,163.81  7,317,003.48   iFT  1.00005822   -2 28 46.5
 SC2223;SPC WA S     -   102,725.613   230,259.598   MT  0.99993662   -2 32 23.1
 SC2223;SPC WA S     -   337,025.62    755,443.36   sFT  0.99993662   -2 32 23.1
 SC2223;UTM  10      - 5,117,168.184   423,131.253   MT  0.99967263   -0 43 09.2
 SC2223
 SC2223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2223!SPC OR N     -   1.00000361  x   1.00005822  =   1.00006183
 SC2223!SPC WA S     -   1.00000361  x   0.99993662  =   0.99994023
 SC2223!UTM  10      -   1.00000361  x   0.99967263  =   0.99967624
 SC2223
 SC2223:                Primary Azimuth Mark                     Grid Az
 SC2223:SPC OR N     -  COAST GUARD LOOKOUT TOWER                083 39 48.7
 SC2223:SPC WA S     -  COAST GUARD LOOKOUT TOWER                083 43 25.3
 SC2223:UTM  10      -  COAST GUARD LOOKOUT TOWER                081 54 11.4
 SC2223
 SC2223|---------------------------------------------------------------------|
 SC2223| PID    Reference Object                     Distance      Geod. Az  |
 SC2223|                                                           dddmmss.s |
 SC2223| SC2181 COAST GUARD LOOKOUT TOWER           APPROX. 2.1 KM 0811102.2 |
 SC2223| SC2209 FORT STEVENS NORTH RADIO POLE       APPROX. 2.0 KM 1255733.2 |
 SC2223| SC2205 FORT STEVENS SOUTH RADIO POLE       APPROX. 2.0 KM 1261146.8 |
 SC2223| SC2199 BEACH ROAD USE 1935                 APPROX. 3.0 KM 1375726.5 |
 SC2223| SC2219 DUNE 1935                            45.130 METERS 30515     |
 SC2223| SD0664 EAST JETTY RESET                    APPROX. 2.6 KM 3381637.8 |
 SC2223|---------------------------------------------------------------------|
 SC2223
 SC2223                          SUPERSEDED SURVEY CONTROL
 SC2223
 SC2223  NAD 83(1986)-  46 12 13.50297(N)    123 59 46.96904(W) AD(       ) 3
 SC2223  NAD 27      -  46 12 14.13832(N)    123 59 42.43628(W) AD(       ) 3
 SC2223
 SC2223.Superseded values are not recommended for survey control.
 SC2223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2223.See file dsdata.txt to determine how the superseded data were derived.
 SC2223
 SC2223_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2313117168(NAD 83)
 SC2223
 SC2223  HISTORY     - Date     Condition        Report By
 SC2223  HISTORY     - 1935     MONUMENTED       CGS
 SC2223  HISTORY     - 1957     SEE DESCRIPTION  CGS
 SC2223
 SC2223                          STATION DESCRIPTION
 SC2223
 SC2223'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (RWK)
 SC2223'SEE STATION DUNE
 SC2223
 SC2223                          STATION RECOVERY (1957)
 SC2223
 SC2223'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (VRS)
 SC2223'A THOROUGH SEARCH OF THE AREA WAS MADE BUT THE STATION WAS NOT
 SC2223'RECOVERED.  THE STATION SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA1219 ***********************************************************************
 RA1219  DESIGNATION -  DUNN
 RA1219  PID         -  RA1219
 RA1219  STATE/COUNTY-  OR/UNION
 RA1219  USGS QUAD   -  PARTRIDGE CREEK (1995)
 RA1219
 RA1219                         *CURRENT SURVEY CONTROL
 RA1219  ___________________________________________________________________
 RA1219* NAD 83(1991)-  45 38 54.67641(N)    117 53 55.01237(W)     ADJUSTED  
 RA1219* NAVD 88     -      1076.4    (meters)    3531.     (feet)  VERTCON   
 RA1219  ___________________________________________________________________
 RA1219  LAPLACE CORR-           3.35  (seconds)                    DEFLEC99
 RA1219  GEOID HEIGHT-         -18.09  (meters)                     GEOID03
 RA1219  HORZ ORDER  -  FIRST
 RA1219
 RA1219.The horizontal coordinates were established by classical geodetic methods
 RA1219.and adjusted by the National Geodetic Survey in October 1991.
 RA1219
 RA1219.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1219.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1219
 RA1219.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1219
 RA1219.The geoid height was determined by GEOID03.
 RA1219
 RA1219;                    North         East     Units Scale Factor Converg.
 RA1219;SPC OR N     -   223,494.308 2,702,734.705   MT  0.99992962   +1 50 41.5
 RA1219;SPC OR N     -   733,249.04  8,867,239.85   iFT  0.99992962   +1 50 41.5
 RA1219;UTM  11      - 5,055,389.652   429,978.998   MT  0.99966028   -0 38 33.3
 RA1219
 RA1219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1219!SPC OR N     -   0.99983411  x   0.99992962  =   0.99976374
 RA1219!UTM  11      -   0.99983411  x   0.99966028  =   0.99949445
 RA1219
 RA1219:                Primary Azimuth Mark                     Grid Az
 RA1219:SPC OR N     -  DUNN AZ MK                               026 23 22.0
 RA1219:UTM  11      -  DUNN AZ MK                               028 52 36.8
 RA1219
 RA1219|---------------------------------------------------------------------|
 RA1219| PID    Reference Object                     Distance      Geod. Az  |
 RA1219|                                                           dddmmss.s |
 RA1219| CF5201 DUNN AZ MK                                         0281403.5 |
 RA1219| CF5202 DUNN RM 1                            14.583 METERS 09303     |
 RA1219| CF5203 DUNN RM 2                            10.004 METERS 22019     |
 RA1219|---------------------------------------------------------------------|
 RA1219
 RA1219                          SUPERSEDED SURVEY CONTROL
 RA1219
 RA1219  NAD 83(1986)-  45 38 54.67841(N)    117 53 55.00095(W) AD(       ) 1
 RA1219  NAD 27      -  45 38 55.15465(N)    117 53 51.23841(W) AD(       ) 1
 RA1219  NGVD 29 (07/19/86) 1075.3    (m)         3528.     (f) VERT ANG    3  
 RA1219
 RA1219.Superseded values are not recommended for survey control.
 RA1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1219.See file dsdata.txt to determine how the superseded data were derived.
 RA1219
 RA1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML2997955390(NAD 83)
 RA1219_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RA1219_SETTING: 66 = SET IN ROCK OUTCROP
 RA1219
 RA1219  HISTORY     - Date     Condition        Report By
 RA1219  HISTORY     - 1946     MONUMENTED       CGS
 RA1219  HISTORY     - 1969     SEE DESCRIPTION  CGS
 RA1219
 RA1219                          STATION DESCRIPTION
 RA1219
 RA1219'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JTJ)
 RA1219'THE STATION IS LOCATED 6 MILES, AIRLINE, NORTH OF ELGIN, ABOUT 1
 RA1219'MILE WEST NORTHWEST OF THE GRANDE RONDE RIVER AND ON THE UPPER
 RA1219'TIMBERED BENCH NEAR THE EASTERN EDGE OF A CLEARED AREA.  IT IS ON
 RA1219'THE PROPERTY OF MR. J.R. DUNN.
 RA1219'
 RA1219'TO REACH THE STATION FROM THE CITY HALL IN ELGIN GO NORTHERLY
 RA1219'ON ROAD TOWARDS PALMER JUNCTION, CROSSING RAILROAD TRACKS, FOR
 RA1219'0.15 MILE TO FORKS, KEEP RIGHT FORK FOR 0.45 MILE TO A Y FORK ON
 RA1219'GRAVEL ROAD AND SIGN PALMER JUNCTION.  THENCE KEEP RIGHT AS PER
 RA1219'SIGN AND GO 3.85 MILES TO T INTERSECTION AND SIGNS PALMER
 RA1219'JUNCTION 9, ELGIN 8.  CONTINUE STRAIGHT AHEAD TOWARDS PALMER
 RA1219'JUNCTION FOR 0.7 MILE TO A FORESTRY ROAD ON THE LEFT, TURN LEFT
 RA1219'AND FOLLOW ROAD UP THROUGH WOODS FOR 0.4 MILE TO A WIRE GATE,
 RA1219'PASS THROUGH GATE AND CONTINUE FOR 0.35 MILE TO DIM TRACKS
 RA1219'LEADING LEFT, TURN LEFT ON DIM TRACK ROAD, KEEPING TO THE LEFT
 RA1219'OF A FENCE LINE, AND GO 0.35 MILE TO THE AZIMUTH MARK ON THE
 RA1219'LEFT.  THENCE CONTINUE STRAIGHT AHEAD FOR 0.15 MILE TO THE
 RA1219'STATION AS DESCRIBED.
 RA1219'
 RA1219'THE STATION IS SITUATED ON THE HIGHEST POINT OF AN OPEN SPACE IN
 RA1219'THE TIMBER, 303 FEET SOUTH OF A FENCE CORNER.  THE DISK STAMPED
 RA1219'DUNN 1946 IS SET FLUSH IN BEDROCK.
 RA1219'
 RA1219'REFERENCE MARK NO. 1 WHICH IS 1 FOOT LOWER THAN STATION IS
 RA1219'SET FLUSH IN A BOULDER THAT PROJECTS 8 INCHES AND THE DISK IS
 RA1219'STAMPED DUNN NO 1 1946.
 RA1219'
 RA1219'REFERENCE MARK NO. 2 IS SET FLUSH IN A BOULDER THAT PROJECTS 4
 RA1219'INCHES AND IS ABOUT 1 FOOT LOWER THAN STATION.  THE DISK IS
 RA1219'STAMPED DUNN NO 1 1946.
 RA1219'
 RA1219'THE AZIMUTH MARK IS 0.15 MILE NORTH NORTHEAST OF THE STATION SET
 RA1219'FLUSH IN A 4 BY 4 FOOT BOULDER THAT PROJECTS ABOUT 2 FEET.  THE
 RA1219'DISK IS STAMPED DUNN 1946.
 RA1219
 RA1219                          STATION RECOVERY (1969)
 RA1219
 RA1219'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 RA1219'THE STATION MARK, STAMPED DUNN 1946, REFERENCE MARK NO. 1, STAMPED
 RA1219'DUNN NO 1 1946, REFERENCE MARK NO. 2, STAMPED DUNN NO 2 1946 AND
 RA1219'THE AZIMUTH MARK, STAMPED DUNN 1946 WERE RECOVERED AS DESCRIBED.  A
 RA1219'ROCK CAIRN WAS BUILT OVER THE STATION MARK.  A ROCK CAIRN WAS
 RA1219'BUILT 1 FOOT SOUTH OF EACH REFERENCE MARK.  A METAL WITNESS POST
 RA1219'WAS PLACED 4 FEET WEST OF THE AZIMUTH MARK.  DIFFERENCES IN THE
 RA1219'TO REACH WAS FOUND.  A NEW TO REACH FOLLOWS.
 RA1219'
 RA1219'TO REACH THE STATION FROM THE CITY HALL IN ELGIN GO NORTH AND
 RA1219'WEST ACROSS THE RAILROAD TRACKS FOR 0.15 MILE TO A CROSS STREET,
 RA1219'TURN RIGHT AND GO NORTH FOR 0.45 MILE TO A T INTERSECTION, KEEP
 RA1219'RIGHT AND CONTINUE NORTH FOR 2.3 MILES TO A FORK, TAKE RIGHT FORK,
 RA1219'ELGIN PALMER JUNCTION ROAD, AND CONTINUE NORTH FOR 3.4 MILES TO
 RA1219'KINGSBURY ROAD ON THE LEFT, CONTINUE NORTH ON ELGIN PALMER
 RA1219'JUNCTION ROAD FOR 0.7 MILE TO A GATE AND DIRT ROAD ON THE LEFT,
 RA1219'TURN LEFT PASS THRU THE GATE AND GO WEST AND NORTHWEST FOR 0.4
 RA1219'MILE TO A POINT WHERE THE ROAD PASSES THRU AN OLD FENCE LINE,
 RA1219'CONTINUE NORTHWEST AND WEST ON THE DIRT ROAD FOR 0.5 MILE
 RA1219'TO WHERE THE ROAD PASSES THRU AN OLD NORTH-SOUTH FENCE LINE
 RA1219'AND INTO AN OPEN FIELD.  HERE LEAVE THE DIRT ROAD AND GO SOUTH
 RA1219'ON THE BENCH ALONG THE WEST SIDE OF THE FENCE AND WOODS AND
 RA1219'EAST SIDE OF THE OPEN FIELD FOR 0.35 MILE TO THE AZIMUTH MARK
 RA1219'ON THE LEFT, CONTINUE SOUTH FOR 0.15 MILE TO THE STATION AND
 RA1219'REFERENCE MARKS.
 RA1219'
 RA1219'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RA1219'6 MILES NORTH OF ELGIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2082 ***********************************************************************
 QE2082  DESIGNATION -  DUNN
 QE2082  PID         -  QE2082
 QE2082  STATE/COUNTY-  OR/POLK
 QE2082  USGS QUAD   -  DALLAS (1986)
 QE2082
 QE2082                         *CURRENT SURVEY CONTROL
 QE2082  ___________________________________________________________________
 QE2082* NAD 83(1991)-  44 57 00.67349(N)    123 17 58.95949(W)     ADJUSTED  
 QE2082* NAVD 88     -       143.0    (meters)     469.     (feet)  VERTCON   
 QE2082  ___________________________________________________________________
 QE2082  LAPLACE CORR-         -10.72  (seconds)                    DEFLEC99
 QE2082  GEOID HEIGHT-         -22.05  (meters)                     GEOID03
 QE2082  HORZ ORDER  -  FIRST
 QE2082
 QE2082.The horizontal coordinates were established by classical geodetic methods
 QE2082.and adjusted by the National Geodetic Survey in October 1991.
 QE2082
 QE2082.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE2082.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE2082
 QE2082.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2082
 QE2082.The geoid height was determined by GEOID03.
 QE2082
 QE2082;                    North         East     Units Scale Factor Converg.
 QE2082;SPC OR N     -   146,453.837 2,279,126.366   MT  0.99990182   -1 59 07.9
 QE2082;SPC OR N     -   480,491.59  7,477,448.71   iFT  0.99990182   -1 59 07.9
 QE2082;UTM  10      - 4,977,460.527   476,357.732   MT  0.99960687   -0 12 42.3
 QE2082
 QE2082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2082!SPC OR N     -   0.99998103  x   0.99990182  =   0.99988285
 QE2082!UTM  10      -   0.99998103  x   0.99960687  =   0.99958791
 QE2082
 QE2082|---------------------------------------------------------------------|
 QE2082| PID    Reference Object                     Distance      Geod. Az  |
 QE2082|                                                           dddmmss.s |
 QE2082| CE1437 DUNN RM 1                            76.514 METERS 07306     |
 QE2082| CE1438 DUNN RM 2                            77.788 METERS 12329     |
 QE2082| CE1439 DUNN RM 3 AZIMUTH                                  1381849.5 |
 QE2082| QE2077 DALLAS RAD STA KROW MAST            APPROX. 2.5 KM 1631246.8 |
 QE2082|---------------------------------------------------------------------|
 QE2082
 QE2082                          SUPERSEDED SURVEY CONTROL
 QE2082
 QE2082  NAD 83(1986)-  44 57 00.69927(N)    123 17 58.97476(W) AD(       ) 1
 QE2082  NAD 27      -  44 57 01.27547(N)    123 17 54.60457(W) AD(       ) 1
 QE2082  NGVD 29 (07/19/86)  142.0    (m)          466.     (f) VERT ANG    3  
 QE2082
 QE2082.Superseded values are not recommended for survey control.
 QE2082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2082.See file dsdata.txt to determine how the superseded data were derived.
 QE2082
 QE2082_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ7635877461(NAD 83)
 QE2082_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QE2082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE2082_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QE2082
 QE2082  HISTORY     - Date     Condition        Report By
 QE2082  HISTORY     - 1972     MONUMENTED       NGS
 QE2082
 QE2082                          STATION DESCRIPTION
 QE2082
 QE2082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LDF)
 QE2082'THE STATION IS ABOUT 9 MILES NORTHWEST OF INDEPENDENCE, 7-1/2
 QE2082'MILES NORTH-NORTHWEST OF MONMOUTH AND 1 MILE NORTH OF DALLAS.  IT
 QE2082'IS ON THE TOP OF A LOW BUT PROMINENT HILL WHICH IS CULTIVATED.  THE
 QE2082'PROPERTY IS OWNED BY ALLEN DUNN WHO LIVES ABOUT 0.35 MILE EAST OF
 QE2082'THE STATION.
 QE2082'
 QE2082'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 22
 QE2082'AND STATE HIGHWAY 223 WHICH IS ABOUT 1-1/2 MILES NORTH OF DALLAS,
 QE2082'GO SOUTH ON STATE HIGHWAY 223 FOR 1.0 MILE TO A CROSSROAD.  (TO
 QE2082'REACH REFERENCE MARK 3 FROM THIS POINT, GO SOUTH ON STATE HIGHWAY
 QE2082'223 FOR 0.2 MILE TO THE MARK ON THE RIGHT).  TURN RIGHT AND GO
 QE2082'NORTHWEST ON A PAVED ROAD FOR ABOUT 50 FEET TO A FIELD ROAD ON
 QE2082'THE LEFT.  TURN LEFT AND GO WESTERLY ON THE FIELD ROAD FOR 0.35
 QE2082'MILE TO A POINT WHERE THE FIELD ROAD CURVES NORTHWEST.  BEAR RIGHT
 QE2082'AND GO NORTHWEST AND WEST ON THE FIELD ROAD FOR 0.15 MILE TO THE
 QE2082'SOUTHWEST EDGE OF A WOODED AREA AND END OF TRUCK TRAVEL.  FROM
 QE2082'THIS POINT PACK NORTHWEST UPHILL ACROSS THE CULTIVATED FIELD
 QE2082'FOR ABOUT 100 YARDS TO THE STATION.
 QE2082'
 QE2082'THE STATION MARKS ARE STANDARD DISKS STAMPED DUNN 1972.  THE
 QE2082'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 QE2082'MONUMENT THAT IS 14 INCHES BELOW THE GROUND SURFACE.  IT IS 230
 QE2082'FEET WEST OF THE WEST EDGE OF THE WOODED AREA AND ABOUT 100 YARDS
 QE2082'NORTH OF THE FIELD ROAD.  THE UNDERGROUND STATION MARK IS SET IN
 QE2082'THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE
 QE2082'GROUND SURFACE.
 QE2082'
 QE2082'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DUNN NO 1 1972, SET IN
 QE2082'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2
 QE2082'INCHES.  IT IS 2 FEET SOUTHWEST OF A WITNESS POST AND IN THE WEST
 QE2082'EDGE OF THE TIMBERED AREA.
 QE2082'
 QE2082'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DUNN NO 2 1972, SET IN
 QE2082'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2
 QE2082'INCHES.  IT IS 1.5 FEET SOUTHWEST OF A WITNESS POST AND IN THE
 QE2082'WEST EDGE OF THE WOODED AREA.
 QE2082'
 QE2082'POLK COUNTY T S R W IS A 1-1/2 INCH ROUND CAP FASTENED TO THE TOP
 QE2082'OF A ROUND PIPE WHICH IS DRIVEN INTO THE GROUND AND PROJECTS 1
 QE2082'INCH.  IT IS 0.5 FOOT NORTH OF A SMALL WHITE POST.
 QE2082'
 QE2082'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED DUNN NO 3 1972, SET IN
 QE2082'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2
 QE2082'INCHES.  IT IS 47 FEET WEST OF THE CENTER OF THE ROAD AND 3 FEET
 QE2082'WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB1242 ***********************************************************************
 QB1242  DESIGNATION -  DURBIN
 QB1242  PID         -  QB1242
 QB1242  STATE/COUNTY-  OR/BAKER
 QB1242  USGS QUAD   -  HUNTINGTON (1988)
 QB1242
 QB1242                         *CURRENT SURVEY CONTROL
 QB1242  ___________________________________________________________________
 QB1242* NAD 83(1991)-  44 20 16.30326(N)    117 18 58.60056(W)     ADJUSTED  
 QB1242* NAVD 88     -      1033.8    (meters)    3392.     (feet)  VERTCON   
 QB1242  ___________________________________________________________________
 QB1242  LAPLACE CORR-          -2.84  (seconds)                    DEFLEC99
 QB1242  GEOID HEIGHT-         -17.18  (meters)                     GEOID03
 QB1242  HORZ ORDER  -  SECOND
 QB1242
 QB1242.The horizontal coordinates were established by classical geodetic methods
 QB1242.and adjusted by the National Geodetic Survey in October 1991.
 QB1242
 QB1242.The NAVD 88 height was computed by applying the VERTCON shift value to
 QB1242.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QB1242
 QB1242.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB1242
 QB1242.The geoid height was determined by GEOID03.
 QB1242
 QB1242;                    North         East     Units Scale Factor Converg.
 QB1242;SPC OR N     -    79,587.976 2,753,834.715   MT  0.99999886   +2 15 28.3
 QB1242;SPC OR N     -   261,115.41  9,034,890.80   iFT  0.99999886   +2 15 28.3
 QB1242;SPC OR S     -   301,573.252 1,753,865.828   MT  1.00010348   +2 10 41.3
 QB1242;SPC OR S     -   989,413.56  5,754,152.98   iFT  1.00010348   +2 10 41.3
 QB1242;SPC ID W     -   297,924.075   675,097.829   MT  1.00012513   -1 05 41.3
 QB1242;SPC ID W     -   977,439.24  2,214,883.46   sFT  1.00012513   -1 05 41.3
 QB1242;UTM  11      - 4,909,448.180   474,787.032   MT  0.99960782   -0 13 15.8
 QB1242
 QB1242!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QB1242!SPC OR N     -   0.99984062  x   0.99999886  =   0.99983948
 QB1242!SPC OR S     -   0.99984062  x   1.00010348  =   0.99994408
 QB1242!SPC ID W     -   0.99984062  x   1.00012513  =   0.99996573
 QB1242!UTM  11      -   0.99984062  x   0.99960782  =   0.99944850
 QB1242
 QB1242|---------------------------------------------------------------------|
 QB1242| PID    Reference Object                     Distance      Geod. Az  |
 QB1242|                                                           dddmmss.s |
 QB1242| CD7318 ARCADIA PP                                         03831     |
 QB1242| QB1224 OLDS FERRY UNION PACIFIC RR TK      APPROX.10.0 KM 1230245.2 |
 QB1242| CD6455 DURBIN RM 1                           9.367 METERS 14804     |
 QB1242| CD6456 DURBIN RM 2                           6.237 METERS 23803     |
 QB1242| CD6454 DURBIN AZ MK                                       2430740.6 |
 QB1242| QB1243 DURBIN CAIRN                          7.380 METERS 25849     |
 QB1242|---------------------------------------------------------------------|
 QB1242
 QB1242                          SUPERSEDED SURVEY CONTROL
 QB1242
 QB1242  NAD 83(1986)-  44 20 16.30319(N)    117 18 58.60186(W) AD(       ) 2
 QB1242  NAD 27      -  44 20 16.72400(N)    117 18 54.94900(W) AD(       ) 2
 QB1242  NGVD 29 (07/19/86) 1032.8    (m)         3388.     (f) VERT ANG    3  
 QB1242
 QB1242.Superseded values are not recommended for survey control.
 QB1242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB1242.See file dsdata.txt to determine how the superseded data were derived.
 QB1242
 QB1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK7478709448(NAD 83)
 QB1242_MARKER: Z = SEE DESCRIPTION
 QB1242_SETTING: 0 = UNSPECIFIED SETTING
 QB1242
 QB1242  HISTORY     - Date     Condition        Report By
 QB1242  HISTORY     - 1945     MONUMENTED       CGS
 QB1242  HISTORY     - 1984     GOOD             LOCENG
 QB1242
 QB1242                          STATION DESCRIPTION
 QB1242
 QB1242'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (ANS)
 QB1242'STATION IS LOCATED ABOUT 2.5 MILES WSW OF HUNTINGTON, 0.3 MILE S
 QB1242'OF DURBIN CREEK, AND 0.3 MILE S OF A GRADED ROAD.  IT IS SITUATED
 QB1242'ON THE SUMMIT OF A PROMINENT BOULDER-COVERED MOUNTAIN, 7.38 METERS
 QB1242'E OF A CAIRN THAT OCCUPIES THE HIGHEST POINT OF THE MOUNTAIN.
 QB1242'
 QB1242'STATION MARK IS A BRONZE STATION DISK SET IN A DRILL HOLE IN A
 QB1242'2- BY 3-FOOT BOULDER THAT PROTRUDES ABOUT 1 FOOT.  IT IS STAMPED
 QB1242'DURBIN 1945.
 QB1242'
 QB1242'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A DRILL HOLE
 QB1242'IN A 2-1/2- BY 1-1/2-FOOT BOULDER THAT PROJECTS ABOUT 1 FOOT.  IT
 QB1242'IS STAMPED DURBIN NO 1 1945.
 QB1242'
 QB1242'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A DRILL HOLE
 QB1242'IN A 2- BY 3-1/2-FOOT BOULDER THAT PROJECTS ABOUT 1-1/2 FEET.  IT
 QB1242'IS 7 FEET SE OF A CAIRN AND ABOUT LEVEL WITH THE STATION.  IT IS
 QB1242'STAMPED DURBIN NO 2 1945.
 QB1242'
 QB1242'THE AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A DRILL HOLE IN A
 QB1242'BOULDER, ON THE E SLOPE OF HIGH RIDGE W OF THE STATION, AND IS
 QB1242'PASSED ENROUTE TO THE STATION.  THE BOULDER PROTRUDES ABOUT 1 FOOT
 QB1242'AND IS 2 FEET E OF A SMALL CAIRN.  THE MARK IS STAMPED DURBIN
 QB1242'1945.
 QB1242'
 QB1242'TO REACH THE STATION FROM THE UNION PACIFIC RAILROAD DEPOT IN
 QB1242'HUNTINGTON, GO W ON U.S. HIGHWAY 30 FOR ONE BLOCK.  TURN LEFT (S)
 QB1242'AND FOLLOW THE STEEP WINDING ROAD TOWARDS BROGAN FOR 1.75 MILES TO
 QB1242'A BRIDGE OVER DURBIN CREEK.  CROSS THE BRIDGE AND FOLLOW THE
 QB1242'WINDING ROAD W FOR 1.55 MILES TO THE END OF TRUCK TRAVEL AT A
 QB1242'POINT WHERE A DRAW COMES IN ON THE LEFT (SW).  FROM THE END OF
 QB1242'TRUCK TRAVEL PACK UP THE DRAW (SW, GRADUALLY TURNING W) FOR
 QB1242'ABOUT 0.25 MILE TO A STEEP DRAW COMING IN ON THE LEFT (S).  PACK
 QB1242'UP THE STEEP DRAW TO THE TOP OF THE RIDGE AND A SMALL CAIRN ON
 QB1242'THE RIGHT (W) AND SITE OF THE AZIMUTH MARK.  FROM THE AZIMUTH
 QB1242'MARK PACK E UP THE CREST OF THE RIDGE TO THE SUMMIT OF THE
 QB1242'MOUNTAIN AND STATION NEAR CAIRN (ABOUT 1 HOUR).
 QB1242
 QB1242                          STATION RECOVERY (1984)
 QB1242
 QB1242'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984 (JJP)
 QB1242'DURBIN 1945 FOUND GOOD.
 QB1242'
 QB1242'THE STATION MARK, R.M. 1 (STAMPED DURBIN NO 1 1945), AND R.M. 2
 QB1242'(STAMPED DURBIN NO 2 1945) WERE RECOVERED IN GOOD CONDITION AS
 QB1242'DESCRIBED.  THE AZIMUTH MARK WAS SEARCHED FOR BUT WAS NOT
 QB1242'RECOVERED.  APPARENTLY IT IS IN OR ADJACENT TO A LARGE BOULDER FIELD
 QB1242'AND THE SMALL CAIRN IS NOT CONSPICUOUS.  THE DISTANCE FROM R.M. 1 TO
 QB1242'R.M. 2 (36.91 FT.) CHECKS.  A CONSIDERABLE AMOUNT OF MORTAR HAD
 QB1242'BEEN LOST FROM THE 3 MARKS.  ALL OF THE MORTAR WORK WAS REPAIRED.
 QB1242'PLACED ORANGE SIGN POST IN ROCK 2-1/2 FT. NORTHEAST OF THE
 QB1242'STATION MARK.  THE TO REACH INSTRUCTIONS ARE ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB1243 ***********************************************************************
 QB1243  DESIGNATION -  DURBIN CAIRN
 QB1243  PID         -  QB1243
 QB1243  STATE/COUNTY-  OR/BAKER
 QB1243  USGS QUAD   -  HUNTINGTON (1988)
 QB1243
 QB1243                         *CURRENT SURVEY CONTROL
 QB1243  ___________________________________________________________________
 QB1243* NAD 83(1991)-  44 20 16.25691(N)    117 18 58.92739(W)     ADJUSTED  
 QB1243* NAVD 88     -      1034.     (meters)    3392.     (feet)  SCALED    
 QB1243  ___________________________________________________________________
 QB1243  LAPLACE CORR-          -2.84  (seconds)                    DEFLEC99
 QB1243  GEOID HEIGHT-         -17.18  (meters)                     GEOID03
 QB1243  HORZ ORDER  -  SECOND
 QB1243
 QB1243.The horizontal coordinates were established by classical geodetic methods
 QB1243.and adjusted by the National Geodetic Survey in October 1991.
 QB1243
 QB1243.The orthometric height was scaled from a topographic map.
 QB1243
 QB1243.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB1243
 QB1243.The geoid height was determined by GEOID03.
 QB1243
 QB1243;                    North         East     Units Scale Factor Converg.
 QB1243;SPC OR N     -    79,586.262 2,753,827.536   MT  0.99999887   +2 15 28.0
 QB1243;SPC OR N     -   261,109.78  9,034,867.24   iFT  0.99999887   +2 15 28.0
 QB1243;SPC OR S     -   301,571.547 1,753,858.646   MT  1.00010347   +2 10 41.1
 QB1243;SPC OR S     -   989,407.96  5,754,129.42   iFT  1.00010347   +2 10 41.1
 QB1243;SPC ID W     -   297,922.783   675,090.562   MT  1.00012515   -1 05 41.5
 QB1243;SPC ID W     -   977,435.00  2,214,859.62   sFT  1.00012515   -1 05 41.5
 QB1243;UTM  11      - 4,909,446.778   474,779.790   MT  0.99960782   -0 13 16.0
 QB1243
 QB1243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QB1243!SPC OR N     -   0.99984059  x   0.99999887  =   0.99983946
 QB1243!SPC OR S     -   0.99984059  x   1.00010347  =   0.99994404
 QB1243!SPC ID W     -   0.99984059  x   1.00012515  =   0.99996572
 QB1243!UTM  11      -   0.99984059  x   0.99960782  =   0.99944847
 QB1243
 QB1243                          SUPERSEDED SURVEY CONTROL
 QB1243
 QB1243  NAD 83(1986)-  44 20 16.25684(N)    117 18 58.92868(W) AD(       ) 2
 QB1243  NAD 27      -  44 20 16.67800(N)    117 18 55.27600(W) AD(       ) 2
 QB1243
 QB1243.Superseded values are not recommended for survey control.
 QB1243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB1243.See file dsdata.txt to determine how the superseded data were derived.
 QB1243
 QB1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK7478009447(NAD 83)
 QB1243
 QB1243  HISTORY     - Date     Condition        Report By
 QB1243  HISTORY     - 1945     MONUMENTED       CGS
 QB1243  HISTORY     - 1984     POOR             LOCENG
 QB1243
 QB1243                          STATION DESCRIPTION
 QB1243
 QB1243'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QB1243'SEE STATION DURBIN
 QB1243
 QB1243                          STATION RECOVERY (1984)
 QB1243
 QB1243'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984 (JJP)
 QB1243'THE CAIRN HAS PARTIALLY FALLEN DOWN.  IT HAS A BASE DIAMETER OF ABOUT
 QB1243'5 FT. AND A HEIGHT OF ABOUT 3-1/2 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0823 ***********************************************************************
 QC0823  DESIGNATION -  DURGAN
 QC0823  PID         -  QC0823
 QC0823  STATE/COUNTY-  OR/CROOK
 QC0823  USGS QUAD   -  MUD SPRING (1992)
 QC0823
 QC0823                         *CURRENT SURVEY CONTROL
 QC0823  ___________________________________________________________________
 QC0823* NAD 83(1991)-  44 13 12.43174(N)    119 52 29.23372(W)     ADJUSTED  
 QC0823* NAVD 88     -      1258.0    (meters)    4127.     (feet)  VERTCON   
 QC0823  ___________________________________________________________________
 QC0823  LAPLACE CORR-           2.05  (seconds)                    DEFLEC99
 QC0823  GEOID HEIGHT-         -19.00  (meters)                     GEOID03
 QC0823  HORZ ORDER  -  THIRD
 QC0823
 QC0823.The horizontal coordinates were established by classical geodetic methods
 QC0823.and adjusted by the National Geodetic Survey in October 1991.
 QC0823
 QC0823.The NAVD 88 height was computed by applying the VERTCON shift value to
 QC0823.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QC0823
 QC0823.The Laplace correction was computed from DEFLEC99 derived deflections.
 QC0823
 QC0823.The geoid height was determined by GEOID03.
 QC0823
 QC0823;                    North         East     Units Scale Factor Converg.
 QC0823;SPC OR S     -   283,849.419 1,549,962.880   MT  1.00006341   +0 25 39.9
 QC0823;SPC OR S     -   931,264.50  5,085,180.05   iFT  1.00006341   +0 25 39.9
 QC0823;UTM  11      - 4,900,340.980   270,367.571   MT  1.00024856   -2 00 20.9
 QC0823
 QC0823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QC0823!SPC OR S     -   0.99980577  x   1.00006341  =   0.99986917
 QC0823!UTM  11      -   0.99980577  x   1.00024856  =   1.00005428
 QC0823
 QC0823|---------------------------------------------------------------------|
 QC0823| PID    Reference Object                     Distance      Geod. Az  |
 QC0823|                                                           dddmmss.s |
 QC0823| QC0832 DURGAN RM 1                          23.299 METERS 07125     |
 QC0823| QC1016 MAUPIN BUTTE                        APPROX.17.8 KM 1970817.4 |
 QC0823| QC0833 DURGAN RM 2                          22.494 METERS 31543     |
 QC0823|---------------------------------------------------------------------|
 QC0823
 QC0823                          SUPERSEDED SURVEY CONTROL
 QC0823
 QC0823  NAD 83(1986)-  44 13 12.43352(N)    119 52 29.23333(W) AD(       ) 3
 QC0823  NGVD 29 (09/20/87) 1256.8    (m)         4123.     (f) H LEVEL     3  
 QC0823
 QC0823.Superseded values are not recommended for survey control.
 QC0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0823.See file dsdata.txt to determine how the superseded data were derived.
 QC0823
 QC0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKK7036800341(NAD 83)
 QC0823_MARKER: DD = SURVEY DISK
 QC0823_SETTING: 80 = SET IN A BOULDER
 QC0823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0823+STABILITY: SURFACE MOTION
 QC0823
 QC0823  HISTORY     - Date     Condition        Report By
 QC0823  HISTORY     - 1963     MONUMENTED       USGS
 QC0823  HISTORY     - 1976     GOOD             USGS
 QC0823
 QC0823                          STATION DESCRIPTION
 QC0823
 QC0823'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 QC0823'LOCATED ABOUT 28 MI SE. OF MITCHELL, 7.5 MI NE. OF PAULINA, 1 MI
 QC0823'NW. OF DURGAN RANCH.  ON BARE RIDGE BETWEEN NORTH WOLF CREEK AND
 QC0823'WOLF CREEK, AT HIGHEST POINT OF LAVA BOULDER STREWN RIDGE.
 QC0823'
 QC0823'TO REACH FROM GENERAL STORE AT PAULINA, DRIVE 1 BLOCK N.  TURN
 QC0823'RIGHT 3.7 MI E. AND GO TO Y-JCT.  TURN LEFT AND GO 2.3 MI NE. TO
 QC0823'Y-JCT.  TURN LEFT 1.1 MI N. TO T-RD. E., CONTINUE 0.6 MI N. TO
 QC0823'GATE AND JCT. WITH PRIVATE RD.  TURN LEFT THROUGH GATE AND GO 1.9
 QC0823'MI NW. TO RANCH HOUSE OF DURGAN RANCH, GO THROUGH CORRAL GATE AND
 QC0823'FOLLOW DIM RD. 1.1 MI ALONG SOUTH SIDE OF WIRE FENCE UPHILL TO
 QC0823'SUMMIT OF RIDGE AND STATION.  STATION IS 480 FT. N. OF FENCE
 QC0823'CORNER AND AT HIGHEST POINT OF RIDGE.
 QC0823'
 QC0823'STATION MARK--STANDARD TABLET STAMPED---DURGAN 1963---, CEMENTED IN
 QC0823'BOULDER 3 INCHES BELOW SURFACE OF GROUND, ON EARTH MOUND 15 FT.
 QC0823'IN DIAMETER AND 3 FT. ABOVE ROCK-STREWN RIDGE.
 QC0823'
 QC0823'RM 1--STANDARD RM TABLET STAMPED---NO 1 1963---, CEMENTED IN
 QC0823'BOULDER LEVEL WITH GROUND, ON EARTH MOUND 10 FT. IN DIAMETER AND
 QC0823'2 FT. ABOVE ROCK-STREWN RIDGE.
 QC0823'
 QC0823'RM 2--STANDARD RM TABLET STAMPED---NO 2 1963---, CEMENTED IN
 QC0823'BOULDER 2 INCHES BELOW SURFACE OF GROUND, ON EARTH MOUND 10 FT.
 QC0823'IN DIAMETER AND 2 FT. ABOVE ROCK-STREWN RIDGE.
 QC0823
 QC0823                          STATION RECOVERY (1976)
 QC0823
 QC0823'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 QC0823'RECOVERED AS DESCRIBED.  OCCUPIED ONLY TO ESTABLISH EDVA ELEVATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1701 ***********************************************************************
 QE1701  DESIGNATION -  DURO
 QE1701  PID         -  QE1701
 QE1701  STATE/COUNTY-  OR/MARION
 QE1701  USGS QUAD   -  MILL CITY NORTH (1985)
 QE1701
 QE1701                         *CURRENT SURVEY CONTROL
 QE1701  ___________________________________________________________________
 QE1701* NAD 83(1991)-  44 51 21.48562(N)    122 27 38.14738(W)     ADJUSTED  
 QE1701* NAVD 88     -      1244.2    (meters)    4082.     (feet)  VERTCON   
 QE1701  ___________________________________________________________________
 QE1701  LAPLACE CORR-           7.10  (seconds)                    DEFLEC99
 QE1701  GEOID HEIGHT-         -22.32  (meters)                     GEOID03
 QE1701  HORZ ORDER  -  FIRST
 QE1701
 QE1701.The horizontal coordinates were established by classical geodetic methods
 QE1701.and adjusted by the National Geodetic Survey in October 1991.
 QE1701
 QE1701.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE1701.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE1701
 QE1701.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE1701
 QE1701.The geoid height was determined by GEOID03.
 QE1701
 QE1701;                    North         East     Units Scale Factor Converg.
 QE1701;SPC OR N     -   134,037.012 2,345,055.613   MT  0.99990940   -1 23 25.5
 QE1701;SPC OR N     -   439,753.98  7,693,752.01   iFT  0.99990940   -1 23 25.5
 QE1701;UTM  10      - 4,967,092.002   542,619.628   MT  0.99962234   +0 22 49.7
 QE1701
 QE1701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE1701!SPC OR N     -   0.99980846  x   0.99990940  =   0.99971787
 QE1701!UTM  10      -   0.99980846  x   0.99962234  =   0.99943087
 QE1701
 QE1701|---------------------------------------------------------------------|
 QE1701| PID    Reference Object                     Distance      Geod. Az  |
 QE1701|                                                           dddmmss.s |
 QE1701| CE1442 DURO RM 1                             6.216 METERS 05237     |
 QE1701| QE1702 LOOKOUT MOUNTAIN LOOKOUT HOUSE      APPROX. 5.8 KM 0642329.5 |
 QE1701| CE1444 DURO RM 3                             5.074 METERS 06500     |
 QE1701| QE1699 DURO LOOKOUT TOWER                    7.913 METERS 07936     |
 QE1701| QE1698 HENLINE MOUNTAIN LOOKOUT HOUSE      APPROX.11.7 KM 0905313.9 |
 QE1701| CE1443 DURO RM 2                             3.045 METERS 14801     |
 QE1701| QE1700 HOUSE MOUNTAIN LOOKOUT HOUSE        APPROX. 2.4 KM 2271136.9 |
 QE1701| CE1441 DURO AZ MK 2                                       2271237.4 |
 QE1701| CE1440 DURO AZ MK                                         2273927.2 |
 QE1701| QE1800 SAN FRANCISCO PORTLAND BCN 52       APPROX.32.8 KM 2732939.6 |
 QE1701|---------------------------------------------------------------------|
 QE1701
 QE1701                          SUPERSEDED SURVEY CONTROL
 QE1701
 QE1701  NAD 83(1986)-  44 51 21.50528(N)    122 27 38.16381(W) AD(       ) 1
 QE1701  NAD 27      -  44 51 22.07100(N)    122 27 33.86400(W) AD(       ) 1
 QE1701  NGVD 29 (07/19/86) 1243.1    (m)         4078.     (f) VERT ANG    3  
 QE1701
 QE1701.Superseded values are not recommended for survey control.
 QE1701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1701.See file dsdata.txt to determine how the superseded data were derived.
 QE1701
 QE1701_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ4262067092(NAD 83)
 QE1701_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QE1701_SETTING: 66 = SET IN ROCK OUTCROP
 QE1701_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QE1701+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2003
 QE1701
 QE1701  HISTORY     - Date     Condition        Report By
 QE1701  HISTORY     - 1940     MONUMENTED       USE
 QE1701  HISTORY     - 1947     SEE DESCRIPTION  CGS
 QE1701  HISTORY     - 1950     GOOD             USGS
 QE1701  HISTORY     - 1953     SEE DESCRIPTION  CGS
 QE1701  HISTORY     - 1955     GOOD             USGS
 QE1701  HISTORY     - 1964     SEE DESCRIPTION  BPA
 QE1701  HISTORY     - 1970     SEE DESCRIPTION  NGS
 QE1701  HISTORY     - 20031025 GOOD             INDIV
 QE1701
 QE1701                          STATION DESCRIPTION
 QE1701
 QE1701'DESCRIBED BY US ENGINEERS 1940 (ANS)
 QE1701'STATION IS LOCATED ABOUT 9.0 MILES NORTH OF MILL CITY, ABOUT
 QE1701'10.0 MILES EAST OF SILVER CREEK FALLS, AND ABOUT 1.5 MILES
 QE1701'NORTHEAST OF HOUSE MOUNTAIN LOOKOUT TOWER NEAR THE TOP OF SWEET
 QE1701'SPRING MOUNTAIN, A HIGH SHARP PEAK.
 QE1701'
 QE1701'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 222 AND 214,
 QE1701'5.0 MILES NORTH OF STAYTON, GO EAST ON STATE HIGHWAY 214 FOR
 QE1701'8.0 MILES TO THE SILVER MOUNTAIN SERVICE STATION, CONTINUE 0.1
 QE1701'MILE TO GRAVEL ROAD ON THE RIGHT, TURN RIGHT ON GRAVEL ROAD AND GO
 QE1701'TO OFFICE OF CAMP MILL C.C.C., GET KEY FROM OFFICE TO GATE ON THE
 QE1701'LOOKOUT MOUNTAIN ROAD, THEN GO SOUTH AND EAST THROUGH CAMP ON
 QE1701'THE MAIN ROAD THAT FOLLOWS THE DIVIDE 1.0 MILE TO LOCKED GATE.
 QE1701'FROM HERE CONTINUE ON THE LOOKOUT MOUNTAIN ROAD 9.7 MILES TO
 QE1701'FORK, TURN SHARP RIGHT AND CONTINUE ON THE LOOKOUT MOUNTAIN ROAD
 QE1701'0.4 MILE TO HOUSE MOUNTAIN LOOKOUT TOWER AND AZIMUTH MARK ON THE
 QE1701'TOP OF PEAK ON THE LEFT, THEN CONTINUE DOWN STEEP SHELF ROAD
 QE1701'1.0 MILE TO END OF TRUCK TRAVEL AT AN OLD LOGGING ROAD CUT BACK
 QE1701'TO THE LEFT, FROM HERE PACK NORTH ABOUT 0.75 MILE TO TOP OF PEAK
 QE1701'AND STATION.
 QE1701'
 QE1701'STATION, STAMPED DURO 1939, IS A U.S. ARMY ENGINEERS MARK SET
 QE1701'IN A DEPRESSION IN BEDROCK ABOUT 3 INCHES BELOW THE SURFACE, 22.8
 QE1701'FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE LOOKOUT HOUSE, 19.0
 QE1701'FEET WEST OF THE SOUTHWEST CORNER OF THE LOOKOUT HOUSE, AND ABOUT
 QE1701'30 FEET WEST-SOUTHWEST OF THE HIGHEST POINT OF MOUNTAIN.  NOTE 2.
 QE1701'
 QE1701'AZIMUTH MARK, STAMPED DURO 1940, IS SET IN THE THIRD STEP OF THE
 QE1701'HOUSE MOUNTAIN LOOKOUT HOUSE, 10.8 FEET SOUTH OF THE NORTH EDGE
 QE1701'OF THE LOOKOUT HOUSE, 7.8 FEET NORTH OF THE SOUTH CORNER OF LOOKOUT
 QE1701'HOUSE, AND 63.2 FEET WEST OF THE SOUTHWEST LEG OF LOOKOUT
 QE1701'TOWER.  NOTE 12A.
 QE1701'
 QE1701'REFERENCE MARK NO.1, STAMPED DURO NO 1 1940, IS SET IN BEDROCK
 QE1701'THAT PROJECTS ABOUT 1.0 FOOT ABOVE THE GROUND, ABOUT 4.0 FEET
 QE1701'HIGHER THAN THE STATION AND 3.7 FEET NORTHWEST OF THE NORTHWEST
 QE1701'CORNER OF LOOKOUT HOUSE.  NOTE 12A.
 QE1701'
 QE1701'REFERENCE MARK NO.2, STAMPED DURO NO 2 1940, IS SET IN BEDROCK
 QE1701'FLUSH WITH THE GROUND AT ABOUT THE SAME ELEVATION AS THE STATION,
 QE1701'15.5 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE LOOKOUT
 QE1701'HOUSE.  NOTE 12A.
 QE1701
 QE1701                          STATION RECOVERY (1947)
 QE1701
 QE1701'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (WRH)
 QE1701'THE STATION AND REFERENCE MARK NUMBER 2 WERE RECOVERED IN GOOD
 QE1701'CONDITION.  REFERENCE MARK NUMBER 1 WAS NOT RECOVERED AND ANOTHER
 QE1701'REFERENCE DISK, STAMPED NUMBER 3 WAS ESTABLISHED.  A NEW
 QE1701'DESCRIPTION FOLLOWS--
 QE1701'
 QE1701'THE STATION IS LOCATED ON THE SUMMIT OF SWEET SPRING MOUNTAIN
 QE1701'WHICH IS ABOUT 10 MILES EAST SOUTHEAST OF SILVER FALLS
 QE1701'CITY.  ABOUT 7 MILES NORTH OF MILL CITY.  ABOUT 7 MILES NORTHEAST
 QE1701'OF MEHAMA.  ABOUT 1 MILE NORTHEAST OF HOUSE MOUNTAIN LOOKOUT
 QE1701'TOWER AND ABOUT 30 FEET WEST SOUTHWEST OF THE HIGHEST PART OF THE
 QE1701'HILL.
 QE1701'
 QE1701'TO REACH FROM THE STATE CAPITOL BUILDING IN THE CITY OF SALEM.  GO
 QE1701'EAST ON STATE HIGHWAY NUMBER 222 FOR 3.5 MILES TO FOUR
 QE1701'CORNERS.  TURN RIGHT AND FOLLOW STATE HIGHWAY NUMBER 222, EASTERLY,
 QE1701'FOR 6.0 MILES.  TURN LEFT ONTO STATE HIGHWAY NUMBER 214 AND GO
 QE1701'EAST AND NORTH FOR 14.5 MILES TO THE SILVER MOUNTAIN SERVICE
 QE1701'STATION.  CONTINUE STRAIGHT AHEAD FOR 0.1 MILE.  TURN RIGHT AND
 QE1701'GO SOUTH FOR 0.1 MILE TO THE SOUTH BURN GUARD STATION.  PASS
 QE1701'BETWEEN GARAGE AND BUILDINGS AND GO EASTERLY ON THE GRADED ROAD
 QE1701'FOR 4.1 MILES.  PASS THROUGH A PIPE GATE AND CONTINUE EASTERLY
 QE1701'FOR 2.2 MILES.  CONTINUE STRAIGHT AHEAD ON THE RIGHT HAND
 QE1701'FORK AND FOLLOW THE MAIN TRAVELED ROAD EASTERLY FOR 5.2 MILES.
 QE1701'TURN SHARP RIGHT AND GO EAST AND NORTH FOR 0.7 MILES TO HOUSE
 QE1701'MOUNTAIN LOOKOUT TOWER.  CONTINUE NORTH FOR 1.1 MILE TO THE
 QE1701'END OF TRUCK TRAVEL AT A POINT WHERE AN OLD RAILROAD GRADE
 QE1701'INTERSECTS THE GRADED ROAD.  FROM THIS POINT PACK
 QE1701'NORTHERLY, UP THE STEEP BRUSHY SLOPE, FOR ABOUT 0.5 MILE TO THE
 QE1701'SUMMIT OF THE LOW ROCKY PEAK AND THE STATION.
 QE1701'
 QE1701'THE STATION IS A U.S. ENGINEERS PORTLAND DISTRICT BRONZE DISK,
 QE1701'STAMPED DURO 1939, SET INTO A DRILL HOLE IN BEDROCK WHICH IS FLUSH
 QE1701'WITH THE SURFACE OF THE SOIL.
 QE1701'
 QE1701'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED DURO NO 2 1939,
 QE1701'SET INTO A DRILL HOLE IN BEDROCK WHICH IS FLUSH WITH THE SURFACE
 QE1701'OF THE SOIL AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 QE1701'
 QE1701'REFERENCE MARK NUMBER 3 IS A STANDARD DISK, STAMPED DURO NO 3 1940,
 QE1701'SET INTO A DRILL HOLE IN BEDROCK WHICH PROJECTS ABOUT 6 INCHES AND
 QE1701'IS ABOUT 2 FEET LOWER THAN THE STATION.
 QE1701'
 QE1701'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED DURO 1939, SET INTO
 QE1701'A DRILL HOLE ON THE THIRD OF FOUR STEPS LEADING INTO THE LOOKOUTS
 QE1701'LIVING QUARTERS ON HOUSE MOUNTAIN.  IT IS ABOUT 1.5 MILES
 QE1701'SOUTHWEST OF THE STATION, 33.2 FEET WEST OF THE SOUTHWEST LEG OF
 QE1701'THE LOOKOUT TOWER, 10.8 FEET SOUTH OF THE NORTHEAST CORNER OF THE
 QE1701'LIVING QUARTERS AND 7.8 FEET NORTH OF THE SOUTHEAST CORNER OF
 QE1701'THE CABIN.
 QE1701
 QE1701                          STATION RECOVERY (1950)
 QE1701
 QE1701'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 QE1701'RECOVERED AS DESCRIBED BY NGS.  RMS NOT OBSERVED.
 QE1701
 QE1701                          STATION RECOVERY (1953)
 QE1701
 QE1701'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LBO)
 QE1701'STATION RECOVERED AS DESCRIBED BY W.R. HELM IN 1947 AND ALL MARKS
 QE1701'FOUND IN GOOD CONDITION WITH THE EXCEPTION OF R.M.NO.3.  THIS
 QE1701'MARK IS BATTERED BUT IS STILL SOLID.
 QE1701'
 QE1701'THE 1947 DESCRIPTION TO REACH STATION IS ADEQUATE.  IN DRIVING
 QE1701'TO THE STATION A KEY WILL HAVE TO BE OBTAINED AT THE SOUTH BURN
 QE1701'GUARD STATION TO UNLOCK THE PIPE GATE LOCATED ABOUT 4.5 MILES
 QE1701'SOUTHEAST OF THE GUARD STATION.
 QE1701'
 QE1701'THE LOOKOUT HOUSE HAS BEEN REMOVED SO A TRAIL IS NOT MAINTAINED
 QE1701'TO THIS STATION.
 QE1701
 QE1701                          STATION RECOVERY (1955)
 QE1701
 QE1701'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 QE1701'RECOVERED AS DESCRIBED BY NGS.  LOH HAS BEEN REMOVED.  NEW
 QE1701'DESCRIPTION FOLLOWS.
 QE1701'
 QE1701'LOCATED ABOUT 17 MI ENE. OF STAYTON, 7 MI NNE. OF MILL CITY, 1 MI
 QE1701'NE. OF HOUSE MTN.  ON WEST SLOPE ABOUT 30 FT. FROM HIGHEST POINT
 QE1701'OF BALD TOP.
 QE1701'
 QE1701'TO REACH FROM MEHAMA, DRIVE 2.1 MI E. ON PAVED RD. ON NORTH SIDE
 QE1701'OF LITTLE NORTH FORK SANTIAM RIVER TO RD. FORKS.  TAKE LEFT FORK
 QE1701'3.4 MI TO RD. FORKS JUST E. OF BRIDGE.  TAKE LEFT FORK 0.6 MI TO
 QE1701'RD. FORKS.  TAKE RIGHT FORK 2.1 MI TO RD. FORKS.  TAKE RIGHT FORK
 QE1701'1.4 MI TO RD. FORKS.  TAKE LEFT FORK 1.7 MI TO RD. FORKS.  TAKE
 QE1701'RIGHT FORK 1.1 MI TO T-RD. AT TOP OF RIDGE.  TAKE RIGHT FORK 0.9
 QE1701'MI TO RD. FORKS.  TAKE LEFT FORK 0.5 MI TO END OF RD.  HIKE 1500
 QE1701'FT. N. TO HIGHEST POINT OF BALD TOP AND STATION.
 QE1701
 QE1701                          STATION RECOVERY (1964)
 QE1701
 QE1701'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1964
 QE1701'TO REACH FROM THE JUNCTION OF HIGHWAY INTERSTATE 5 AND STATE
 QE1701'HIGHWAY 22 TURN EAST ON HIGHWAY 22 AND GO 22.2 MILES THRU TOWN
 QE1701'OF MEHAMA TO A CROSS ROAD AT THE NORTH SANTIAM FOREST SERVICE
 QE1701'GUARD STATION BUILDINGS ON LEFT.  TURN LEFT ON OILED ROAD AND GO
 QE1701'EAST ON THE NORTH SANTIAM RIVER ROAD FOR 1.2 MILES TO A Y-ROAD
 QE1701'(SIGN NORTH FORK LEFT).  TURN LEFT AND GO 3.4 MILES TO A
 QE1701'Y-ROAD.  TURN LEFT ON THE SECOND GRAVEL ROAD AND GO 0.1 MILE
 QE1701'UPHILL TO AN IRON GATE AND CONTINUE FOR 0.5 MILE TO A Y-ROAD.
 QE1701'TAKE RIGHT FORK PASSING ABOVE OLD BARN AND GO 0.2 MILE TO ANOTHER
 QE1701'IRON GATE AND CONTINUE FOR 1.9 MILES TO Y-ROAD.  TAKE RIGHT FORK
 QE1701'AND CONTINUE 1.3 MILES TO A Y-ROAD (SIGN HOUSE MT.).  TURN
 QE1701'LEFT AND GO 1.2 MILES TO SIDE RD. RIGHT, CONTINUE 0.1 STRAIGHT
 QE1701'AHEAD TO A FORK, TAKE RIGHT FORK AND GO 1.0 MILE TO A Y-ROAD
 QE1701'(SIGN NORTH FORK RD.  SOUTH BURN GUARD STATION LEFT.  TURN
 QE1701'RIGHT AND GO 0.9 MILES TO A SIDE ROAD ON LEFT.
 QE1701'
 QE1701'TURN LEFT UP GRADE ON A LESS TRAVELED ROAD AND GO 1.1 MILE KEEPING
 QE1701'TO THE LEFT TO THE TOP OF SWEET SPRING MOUNTAIN AND END OF TRUCK
 QE1701'TRAVEL APPROXIMATELY 40 FEET FROM STATION.
 QE1701'
 QE1701'FOUND STATION DURO AND REFERENCE MARKS 2 AND 3 AS DESCRIBED.  THE
 QE1701'LOOKOUT TOWER IS NO LONGER THERE.
 QE1701
 QE1701                          STATION RECOVERY (1970)
 QE1701
 QE1701'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 QE1701'THE STATION MARK, AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 QE1701'CONDITION.  THE AZIMUTH MARK HAD BEEN DESTROYED.  THE ORIGINAL
 QE1701'POSITION OF THE AZIMUTH MARK WAS VISIBLE, BUT IT WAS NOT FEASIBLE
 QE1701'TO ESTABLISH ANOTHER AZIMUTH MARK IN THE ORIGINAL POSITION.  A
 QE1701'NEW AZIMUTH MARK WAS ESTABLISHED.  A NEW AND COMPLETE DESCRIPTION
 QE1701'FOLLOWS.
 QE1701'
 QE1701'THE STATION IS 9 MILES NORTHEAST OF MEHAMA ON A ROCKY SUMMIT THAT
 QE1701'IS FREE OF TIMBER.
 QE1701'
 QE1701'TO REACH THE STATION FROM THE MEHAMA POST OFFICE GO EAST ON
 QE1701'FERRY STREET FOR 0.1 MILE TO STATE HIGHWAY 226, TURN LEFT, AND
 QE1701'GO NORTH ON 226 FOR 0.15 MILE TO THE JUNCTION WITH STATE HIGHWAY
 QE1701'22, TURN RIGHT, AND GO EAST ON STATE HIGHWAY 22 FOR 0.8 MILE TO A
 QE1701'CROSSROAD, AND THE FIRE PROTECTIVE ASSOCIATION OFFICE ON THE
 QE1701'LEFT, OBTAIN A KEY HERE FOR ANY LOCKED GATES.  THEN GO EAST ON
 QE1701'LITTLE NORTH FORK ROAD FOR 1.0 MILE TO A FORK, TAKE THE LEFT
 QE1701'FORK, LITTLE NORTH FORK ROAD, AND GO NORTHEAST FOR 3.4 MILES TO A
 QE1701'GRAVELED ROAD LEFT, AND A RAIL GATE, PASS THRU GATE, AND GO
 QE1701'NORTHEAST ON THE GRAVELED ROAD FOR 0.55 MILE TO A FORK, AND SIGN,
 QE1701'HOUSE MTN., TAKE RIGHT FORK AS PER SIGN, AND GO NORTH-NORTHEAST
 QE1701'ON THE MAIN TRAVELED ROAD FOR 2.1 MILES TO A FORK, TAKE
 QE1701'THE RIGHT FORK, AS PER SIGN, LOOKOUT MTN., AND GO
 QE1701'NORTH-NORTHEAST, ALONG THE HIGH LINE FOR 2.6 MILES TO A SIDE
 QE1701'ROAD RIGHT, CONTINUE STRAIGHT AHEAD, NORTH, AND NORTHWEST
 QE1701'ON THE MAIN TRAVELED ROAD FOR 1.6 MILES TO THE JUNCTION OF 5
 QE1701'ROADS, (TO REACH THE AZIMUTH MARK FROM HERE TAKE EXTREME LEFT
 QE1701'ROAD SOUTHWEST FOR 0.6 MILE TO THE SUMMIT OF HOUSE MTN. AND
 QE1701'THE AZIMUTH MARK), TAKE THE EXTREME RIGHT ROAD, AND GO
 QE1701'NORTHEAST AS PER SIGN LOOKOUT MTN. FOR 0.85 MILE TO A FORK, TAKE
 QE1701'THE LEFT FORK AS PER SIGN SWEET SPRING MTN., AND GO NORTHWEST FOR
 QE1701'1.3 MILES TO A FORK ON THE WEST SIDE OF THE SUMMIT, AND THE END
 QE1701'OF TRUCK TRAVEL FOR 2-WHEEL DRIVE.  PACK NORTHEAST UP THE OLD
 QE1701'JEEP ROAD TO THE SUMMIT AND STATION.  LENGTH OF PACK IS 5
 QE1701'MINUTES.
 QE1701'
 QE1701'THE STATION MARK, STAMPED DURO 1939, IS A U.S. ENGINEERS DISK
 QE1701'CEMENTED IN A DRILL HOLE IN BEDROCK, 25 FEET SOUTHEAST OF THE
 QE1701'EDGE OF THE BLUFF, AND 20 FEET NORTHWEST OF THE OLD JEEP ROAD.
 QE1701'
 QE1701'REFERENCE MARK NO. 2, STAMPED DURO NO 2 1940, IS A STANDARD DISK
 QE1701'CEMENTED IN A DRILL HOLE IN BEDROCK, 30 FEET SOUTH OF THE EDGE OF
 QE1701'THE BLUFF, AND 15 FEET NORTH OF THE CENTER OF THE ROAD.  (NOTE 12A)
 QE1701'
 QE1701'REFERENCE MARK NO. 3, STAMPED DURO NO 3 1940, IS A STANDARD DISK
 QE1701'CEMENTED IN A DRILL HOLE IN BEDROCK, 25 FEET NORTH OF THE CENTER OF
 QE1701'THE ROAD, 15 FEET SOUTH OF THE EDGE OF THE BLUFF, AND 3 FEET
 QE1701'HIGHER THAN THE STATION.  (NOTE 12A)
 QE1701'
 QE1701'THE DISTANCE BETWEEN R.M. NO. 2, AND R.M. NO. 3 IS 18.34 FEET.
 QE1701'
 QE1701'THE AZIMUTH MARK, STAMPED DURO 1940 1970, IS A STANDARD DISK
 QE1701'CEMENTED IN A DRILL HOLE IN THE NORTHEAST CONCRETE FOOTING FOR THE
 QE1701'FORMER HOUSE MTN. LOOKOUT, 80 FEET EAST OF THE STEPS TO THE FORMER
 QE1701'LIVING QUARTERS.
 QE1701'
 QE1701'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QE1701'9 MILES NORTHEAST OF MEHAMA.
 QE1701
 QE1701                          STATION RECOVERY (2003)
 QE1701
 QE1701'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DRA)
 QE1701'STATION DURO AND RMS 3 WERE FOUND IN GOOD CONDITION, EXCEPT FOR MINOR
 QE1701'DAMAGE TO RMS 3. NO OTHER MARKS WERE RECOVERED OR SEARCHED FOR.
 QE1701'PRIOR DESCRIPTIONS AND TO-REACH ARE ADEQUATE, BUT THE REMOTE FOREST
 QE1701'LOCATION AND ACTIVE LOGGING ACTIVITY CREATE CHANGING CONDITIONS AND
 QE1701'ROADS. AT OUR VISIT, THE STATION WAS ACCESSED BY FOOT VIA AN OLD ROAD
 QE1701'ASCENDING THE SOUTHERLY FACE OF SWEET SPRING MOUNTAIN THAT HAS BEEN
 QE1701'LARGELY OVERGROWN.
 QE1701'MULTIPLE ROADS LEAD INTO THE AREA FROM SILVER FALLS STATE PARK, DRAKES
 QE1701'CROSSING, MEHAMA, SCOTTS MILLS, AND MOLOLLA. MOST ROADS ARE GATED AND
 QE1701'LOCKED MOST OF THE YEAR.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1699 ***********************************************************************
 QE1699  DESIGNATION -  DURO LOOKOUT TOWER
 QE1699  PID         -  QE1699
 QE1699  STATE/COUNTY-  OR/MARION
 QE1699  USGS QUAD   -  MILL CITY NORTH (1985)
 QE1699
 QE1699                         *CURRENT SURVEY CONTROL
 QE1699  ___________________________________________________________________
 QE1699* NAD 83(1991)-  44 51 21.53188(N)    122 27 37.79290(W)     ADJUSTED  
 QE1699* NAVD 88     -              **(meters)            **(feet)            
 QE1699  ___________________________________________________________________
 QE1699  LAPLACE CORR-           7.10  (seconds)                    DEFLEC99
 QE1699  GEOID HEIGHT-         -22.31  (meters)                     GEOID03
 QE1699  HORZ ORDER  -  THIRD
 QE1699
 QE1699.The horizontal coordinates were established by classical geodetic methods
 QE1699.and adjusted by the National Geodetic Survey in October 1991.
 QE1699
 QE1699
 QE1699.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE1699
 QE1699.The geoid height was determined by GEOID03.
 QE1699
 QE1699;                    North         East     Units Scale Factor Converg.
 QE1699;SPC OR N     -   134,038.251 2,345,063.428   MT  0.99990940   -1 23 25.3
 QE1699;SPC OR N     -   439,758.04  7,693,777.65   iFT  0.99990940   -1 23 25.3
 QE1699;UTM  10      - 4,967,093.481   542,627.399   MT  0.99962234   +0 22 49.9
 QE1699
 QE1699                          SUPERSEDED SURVEY CONTROL
 QE1699
 QE1699  NAD 83(1986)-  44 51 21.55154(N)    122 27 37.80933(W) AD(       ) 4
 QE1699  NAD 27      -  44 51 22.11726(N)    122 27 33.50953(W) AD(       ) 3
 QE1699
 QE1699.Superseded values are not recommended for survey control.
 QE1699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1699.See file dsdata.txt to determine how the superseded data were derived.
 QE1699
 QE1699_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ4262767093(NAD 83)
 QE1699
 QE1699  HISTORY     - Date     Condition        Report By
 QE1699  HISTORY     - 1940     MONUMENTED       CGS
 QE1699  HISTORY     - 1970     SEE DESCRIPTION  NGS
 QE1699
 QE1699                          STATION DESCRIPTION
 QE1699
 QE1699'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 QE1699'DURO LOOKOUT HOUSE, MAINTAINED BY THE MARION-CLACKAMAS COUNTY
 QE1699'FIRE PATROL ASSOCIATION, IS ABOUT 9.0 MILES NORTH OF MILL CITY,
 QE1699'10.0 MILES EAST OF SILVER CREEK FALLS AND 1.5 MILES NORTHEAST OF
 QE1699'HOUSE MOUNTAIN, ON THE SUMMIT OF SWEET SPRING MOUNTAIN, A HIGH
 QE1699'SHARP PEAK.  THE NORTHWEST CORNER OF THE LOOKOUT HOUSE IS 22.8
 QE1699'FEET NORTHEAST OF STATION DURO U.S.E., AND THE SOUTHWEST CORNER
 QE1699'OF THE LOOKOUT HOUSE IS 19.0 FEET EAST OF THIS STATION.  THE
 QE1699'CENTER OF THE LOOKOUT HOUSE WAS INTERSECTED.
 QE1699'
 QE1699'THIS IS AN INTERSECTION STATION.
 QE1699
 QE1699                          STATION RECOVERY (1970)
 QE1699
 QE1699'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 QE1699'THE STATION HAS BEEN DESTROYED.
 QE1699'
 QE1699'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QE1699'9 MILES NORTHEAST OF MEHAMA.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB1353 ***********************************************************************
 RB1353  DESIGNATION -  DUROC
 RB1353  PID         -  RB1353
 RB1353  STATE/COUNTY-  OR/UMATILLA
 RB1353  USGS QUAD   -  WATERMAN (1966)
 RB1353
 RB1353                         *CURRENT SURVEY CONTROL
 RB1353  ___________________________________________________________________
 RB1353* NAD 83(1991)-  45 54 21.25337(N)    118 37 29.96284(W)     ADJUSTED  
 RB1353* NAVD 88     -       665.7    (meters)    2184.     (feet)  VERTCON   
 RB1353  ___________________________________________________________________
 RB1353  LAPLACE CORR-           4.53  (seconds)                    DEFLEC99
 RB1353  GEOID HEIGHT-         -20.94  (meters)                     GEOID03
 RB1353  HORZ ORDER  -  SECOND
 RB1353
 RB1353.The horizontal coordinates were established by classical geodetic methods
 RB1353.and adjusted by the National Geodetic Survey in October 1991.
 RB1353
 RB1353.The NAVD 88 height was computed by applying the VERTCON shift value to
 RB1353.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RB1353
 RB1353.The Laplace correction was computed from DEFLEC99 derived deflections.
 RB1353
 RB1353.The geoid height was determined by GEOID03.
 RB1353
 RB1353;                    North         East     Units Scale Factor Converg.
 RB1353;SPC OR N     -   250,524.175 2,645,474.153   MT  0.99997744   +1 19 47.0
 RB1353;SPC OR N     -   821,929.71  8,679,377.14   iFT  0.99997744   +1 19 47.0
 RB1353;UTM  11      - 5,084,876.661   373,960.678   MT  0.99979530   -1 10 02.0
 RB1353
 RB1353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RB1353!SPC OR N     -   0.99989892  x   0.99997744  =   0.99987637
 RB1353!UTM  11      -   0.99989892  x   0.99979530  =   0.99969424
 RB1353
 RB1353|---------------------------------------------------------------------|
 RB1353| PID    Reference Object                     Distance      Geod. Az  |
 RB1353|                                                           dddmmss.s |
 RB1353| CF5205 DUROC RM 1                           29.931 METERS 07742     |
 RB1353| CF5204 DUROC AZ MK                                        0805139.5 |
 RB1353| RB1351 AIRWAY BN 21 WSW MILTON FREEW       APPROX. 3.7 KM 1020437.5 |
 RB1353| RB1354 DUROC PGT CO MICROWAVE MAST          22.756 METERS 13506     |
 RB1353| RB1356 ADAMS TALLEST GRAIN ELEV OF 4       APPROX.16.3 KM 1611350.8 |
 RB1353| CF5206 DUROC RM 2                           28.072 METERS 16644     |
 RB1353|---------------------------------------------------------------------|
 RB1353
 RB1353                          SUPERSEDED SURVEY CONTROL
 RB1353
 RB1353  NAD 83(1986)-  45 54 21.25801(N)    118 37 29.95486(W) AD(       ) 2
 RB1353  NAD 27      -  45 54 21.77938(N)    118 37 26.02972(W) AD(       ) 2
 RB1353  NGVD 29 (07/19/86)  664.7    (m)         2181.     (f) VERT ANG    3  
 RB1353
 RB1353.Superseded values are not recommended for survey control.
 RB1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1353.See file dsdata.txt to determine how the superseded data were derived.
 RB1353
 RB1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL7396184877(NAD 83)
 RB1353_MARKER: DS = TRIANGULATION STATION DISK
 RB1353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB1353_STAMPING: DUROC 1963
 RB1353_MARK LOGO: CGS   
 RB1353_MAGNETIC: N = NO MAGNETIC MATERIAL
 RB1353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB1353+STABILITY: SURFACE MOTION
 RB1353
 RB1353  HISTORY     - Date     Condition        Report By
 RB1353  HISTORY     - 1963     MONUMENTED       CGS
 RB1353  HISTORY     - 19811208 GOOD             NGS
 RB1353
 RB1353                          STATION DESCRIPTION
 RB1353
 RB1353'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 RB1353'THE STATION IS ABOUT 4 MILES NORTH-NORTHEAST OF HELIX, 1/4 MILE
 RB1353'WEST OF THE GRAIN ELEVATOR IN DUROC, ON THE SUMMIT OF A CULTIVATED
 RB1353'HILL OCCUPIED BY THE PGT MICRO-WAVE MAST AND ON LAND OWNED BY
 RB1353'THE KING ESTATE.
 RB1353'
 RB1353'TO REACH THE STATION FROM THE POST OFFICE IN HELIX, GO EAST FOR
 RB1353'0.1 MILE TO A CROSS STREET.  TURN RIGHT AND GO SOUTH FOR 0.05
 RB1353'MILE TO A CROSS STREET.  TURN LEFT AND GO EAST ON A GRAVELED ROAD
 RB1353'FOR 0.4 MILE TO A FORK.  TAKE THE LEFT FORK AND CONTINUE EASTERLY
 RB1353'FOR 1.2 MILES TO A FORK.  BEAR RIGHT AND CONTINUE EASTERLY FOR
 RB1353'1.05 MILES TO A T-JUNCTION.  TURN LEFT AND GO NORTH FOR 3.5
 RB1353'MILES TO A RAILROAD CROSSING AT THE DUROC ELEVATOR.  (THE
 RB1353'AZIMUTH MARK IS 0.05 MILE NORTH OF THIS POINT.) TURN LEFT,
 RB1353'CROSS THE TRACKS AND GO WEST ON A FIELD ROAD FOR 0.25 MILE TO
 RB1353'THE STATION.
 RB1353'
 RB1353'THE STATION MARK IS A STANDARD DISK, STAMPED DUROC 1963, SET IN
 RB1353'THE TOP OF A 12 INCH SQUARE CONCRETE POST 2 FEET BELOW THE GROUND
 RB1353'SURFACE.  IT IS 35.4 FEET SOUTH OF THE CENTERLINE OF A FIELD ROAD,
 RB1353'51.9 FEET NORTH OF THE NORTHEAST CORNER OF A FENCE SURROUNDING THE
 RB1353'MAST, 26.6 FEET WEST OF THE SOUTHWEST CORNER OF A SMALL PLYWOOD
 RB1353'BUILDING AND 96.1 FEET WEST OF A WITNESS POST.
 RB1353'
 RB1353'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DUROC NO 1 1963,
 RB1353'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 1
 RB1353'INCH.  IT IS 9.5 FEET SOUTH OF THE CENTERLINE OF THE FIELD ROAD,
 RB1353'1.9 FEET WEST OF A TRANSFORMER POLE, 2.3 FEET EAST OF THE WITNESS
 RB1353'POST AND AT ABOUT THE SAME ELEVATION AS THE STATION.
 RB1353'
 RB1353'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DUROC NO 2 1963, SET
 RB1353'IN THE TOP OF 12 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.  IT
 RB1353'IS 7.7 FEET NORTH OF THE SOUTHWEST CORNER OF THE FENCE AND AT
 RB1353'ABOUT THE SAME ELEVATION AS THE STATION.
 RB1353'
 RB1353'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED DUROC 1963, SET IN
 RB1353'THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE
 RB1353'GROUND.  IT IS 27.4 FEET SOUTH OF THE WEST ONE OF TWO POWER LINE
 RB1353'POLES, 19.1 FEET WEST OF THE CENTERLINE OF A FIELD ROAD AND 2.5
 RB1353'FEET SOUTH OF A WITNESS POST.
 RB1353
 RB1353                          STATION RECOVERY (1981)
 RB1353
 RB1353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 RB1353'THE STATION, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 RB1353'RECOVERED IN GOOD CONDITION.  THE DISTANCE TO REFERENCE MARK 2
 RB1353'COMPARES FAVORABLY WITH THE 1963 OBSERVATIONS WHILE THE DISTANCE TO
 RB1353'REFERENCE MARK 1 DIFFERS BY 9 MM.  THE ANGLE BETWEEN THE REFERENCE
 RB1353'MARKS COMPARE FAVORABLY WITH THE 1962 DESCRIPTION.  A MICROWAVE TOWER
 RB1353'IS ON LINE BETWEEN THE REFERENCE MARKS SO NO DISTANCE WAS MEASURED.
 RB1353'THE DISTANCE TO THE AZIMUTH MARK WAS REDUCED TO A SEA LEVEL DISTANCE.
 RB1353'THE STATION IS LOCATED ABOUT 6.4 KILOMETERS (3.95 MI) NORTH-NORTHEAST
 RB1353'FROM THE HELIX, 0.4 KILOMETERS (0.25 MI) WEST OF THE GRAIN ELEVATOR IN
 RB1353'DUROC AND ON THE SUMMIT OF A HILL OCCUPIED BY A PGT MICROWAVE MAST.
 RB1353'TO REACH THE STATION FROM THE POST OFFICE IN HELIX GO EAST 0.16 KM
 RB1353'(0.10 MI) TO A CROSS STREET, TURN RIGHT AND GO SOUTH FOR 0.08 KM (0.05
 RB1353'MI) TO A CROSS STREET, TURN LEFT AND GO EAST FOR 0.64 KM (0.40 MI) TO
 RB1353'A FORK, TURN LEFT AND GO EASTERLY FOR 1.92 KM (1.20 MI) TO A FORK,
 RB1353'TURN RIGHT AND CONTINUE EASTERLY FOR 1.68 KM (1.05 MI) TO A T
 RB1353'JUNCTION, TURN LEFT AND GO NORTH FOR 5.6 KM (3.45 MI) TO A RIALRAOD
 RB1353'CROSSING AND ELEVATOR ON THE LEFT, TURN LEFT JUST AFTER CROSSING TRACK
 RB1353'AND FOLLOW DIRT ROAD FOR 0.4 KM (0.25 MI) TO THE MARK ON THE LEFT.
 RB1353' 
 RB1353'THE STATION IS A STANDARD CGS DISK STAMPED-----DUROC 1963---, SET INTO
 RB1353'THE TOP OF A SQUARE CONCRETE MONUMENT, 30 CM IN DIAMETER, RECESSED 55
 RB1353'CM BELOW THE GROUND.  THE STATION IS LOCATED 30.5 METERS (100.1 FT)
 RB1353'WEST-SOUTHWEST FROM A POWER POLE, 15.95 METERS (52.33 FT)
 RB1353'NORTH-NORTHWEST FROM THE NORTHWEST CORNER OF THE FENCE AROUND THE
 RB1353'MICROWAVE TOWER, 18.0 METERS (59.1 FT) SOUTH FROM THE CENTERLINE OF A
 RB1353'GRAVEL ROAD.  REFERENCE MARK NO 1, IS A STANDARD CGS DISK
 RB1353'STAMPED---DUROC NO 1 1963---, SET INTO THE TOP OF A SQUARE CONCRETE
 RB1353'MONUMENT, 30 CM IN DIAMETER, RECESSED 5 CM BELOW THE GROUND.  THE
 RB1353'STATION IS LOCATED 5.9 METERS (19.4 FT) SOUTH FROM THE CENTERLINE OF A
 RB1353'DIRT ROAD, 4.5 METERS (14.8 FT) WEST FROM THE CENTERLINE OF A FIELD
 RB1353'ROAD, 0.65 METERS (2.13 FT) WEST FROM A POWER POLE, 0.35 METERS (1.15
 RB1353'FT) EAST FROM METAL WITNESS POST, AND 0.2 METERS (0.7 FT) LOWER THAN
 RB1353'THE STATION.  REFERENCE MARK NO 2, IS A STANDARD CGS DISK
 RB1353'STAMPED---DUROC NO 2 1963---, SET INTO THE TOP OF A SQUARE CONCRETE
 RB1353'MONUMENT, 30 CM IN DIAMETER, RECESSED 3 CM BELOW THE GROUND.  THE
 RB1353'STATION IS LOCATED 2.35 METERS (7.71 FT) NORTH FROM THE SOUTHWEST
 RB1353'CORNER OF THE FENCE, 0.25 METERS (0.82 FT) WEST FROM THE FENCE, AND .5
 RB1353'METERS (1.6 FT) HIGHER THAN THE STATION. AZIMUTH MARK NO 1, IS A
 RB1353'STANDARD CGS DISK STAMPED---DUROC 1963---, SET INTO THE TOP OF A
 RB1353'SQUARE CONCRETE MONUMENT, 30 CM IN DIAMETER, RECESSED 2 CM BELOW THE
 RB1353'GROUND.  THE STATION IS LOCATED 83.0 METERS (272.3 FT) NORTH FROM THE
 RB1353'CENTERLINE OF ROAD AND RAILROAD CROSSING, 8.3 METERS (27.2 FT) SOUTH
 RB1353'FROM THE WEST ONE OF TWO POWER POLES, 6.4 METERS (21.0 FT) WEST FROM
 RB1353'THE CENTERLINE OF A TRACK ROAD, 0.8 METERS (2.6 FT) SOUTH FROM A METAL
 RB1353'WITNESS POST.  TO REACH THE AZIMUTH MARK FROM THE STATION GO BACK
 RB1353'(EAST) DOWN HILL 0.4 K TO A FIELD ROAD ON THE LEFT JUST BEFORE
 RB1353'REACHING RAILROAD TRACKS, TURN LEFT AND GO ABOUT 0.1 KM (0.05 MI) TO
 RB1353'TWO POWER POLES AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB1354 ***********************************************************************
 RB1354  DESIGNATION -  DUROC PGT CO MICROWAVE MAST
 RB1354  PID         -  RB1354
 RB1354  STATE/COUNTY-  OR/UMATILLA
 RB1354  USGS QUAD   -  WATERMAN (1966)
 RB1354
 RB1354                         *CURRENT SURVEY CONTROL
 RB1354  ___________________________________________________________________
 RB1354* NAD 83(1991)-  45 54 20.73126(N)    118 37 29.21768(W)     ADJUSTED  
 RB1354* NAVD 88     -              **(meters)            **(feet)            
 RB1354  ___________________________________________________________________
 RB1354  LAPLACE CORR-           4.53  (seconds)                    DEFLEC99
 RB1354  GEOID HEIGHT-         -20.94  (meters)                     GEOID03
 RB1354  HORZ ORDER  -  THIRD
 RB1354
 RB1354.The horizontal coordinates were established by classical geodetic methods
 RB1354.and adjusted by the National Geodetic Survey in October 1991.
 RB1354
 RB1354
 RB1354.The Laplace correction was computed from DEFLEC99 derived deflections.
 RB1354
 RB1354.The geoid height was determined by GEOID03.
 RB1354
 RB1354;                    North         East     Units Scale Factor Converg.
 RB1354;SPC OR N     -   250,508.433 2,645,490.584   MT  0.99997740   +1 19 47.6
 RB1354;SPC OR N     -   821,878.06  8,679,431.05   iFT  0.99997740   +1 19 47.6
 RB1354;UTM  11      - 5,084,860.220   373,976.404   MT  0.99979525   -1 10 01.4
 RB1354
 RB1354                          SUPERSEDED SURVEY CONTROL
 RB1354
 RB1354  NAD 83(1986)-  45 54 20.73618(N)    118 37 29.21018(W) AD(       ) 4
 RB1354  NAD 27      -  45 54 21.24274(N)    118 37 25.26364(W) AD(       ) 3
 RB1354
 RB1354.Superseded values are not recommended for survey control.
 RB1354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1354.See file dsdata.txt to determine how the superseded data were derived.
 RB1354
 RB1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL7397684860(NAD 83)
 RB1354
 RB1354  HISTORY     - Date     Condition        Report By
 RB1354  HISTORY     - 1963     MONUMENTED       CGS
 RB1354
 RB1354                          STATION DESCRIPTION
 RB1354
 RB1354'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 RB1354'THE STATION IS THE CENTER OF THE BASE OF A 3-LEGGED STEEL MAST
 RB1354'50 FEET HIGH, LOCATED ABOUT 4 MILES NORTH-NORTHEAST OF HELIX AND
 RB1354'ABOUT 1/4 MILE WEST OF THE GRAIN ELEVATOR IN DUROC.  IT IS OWNED
 RB1354'BY THE PACIFIC GAS TRANSMISSION CO.
 RB1354'
 RB1354'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION DUROC.  THE
 RB1354'DISTANCE BEING 76.75 FEET, 23.392 METERS SOUTH-SOUTHEAST OF
 RB1354'STATION DUROC.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1094 ***********************************************************************
 NZ1094  DESIGNATION -  DUTCHMAN
 NZ1094  PID         -  NZ1094
 NZ1094  STATE/COUNTY-  OR/JACKSON
 NZ1094  USGS QUAD   -  DUTCHMAN PEAK (1996)
 NZ1094
 NZ1094                         *CURRENT SURVEY CONTROL
 NZ1094  ___________________________________________________________________
 NZ1094* NAD 83(1991)-  42 02 37.03100(N)    122 53 27.13811(W)     ADJUSTED  
 NZ1094* NAVD 88     -      2268.     (meters)    7441.     (feet)  SCALED    
 NZ1094  ___________________________________________________________________
 NZ1094  LAPLACE CORR-           6.72  (seconds)                    DEFLEC99
 NZ1094  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 NZ1094  HORZ ORDER  -  THIRD
 NZ1094
 NZ1094.The horizontal coordinates were established by classical geodetic methods
 NZ1094.and adjusted by the National Geodetic Survey in October 1991.
 NZ1094
 NZ1094.The orthometric height was scaled from a topographic map.
 NZ1094
 NZ1094.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ1094
 NZ1094.The geoid height was determined by GEOID03.
 NZ1094
 NZ1094;                    North         East     Units Scale Factor Converg.
 NZ1094;SPC OR S     -    44,700.540 1,302,059.762   MT  1.00008550   -1 38 08.6
 NZ1094;SPC OR S     -   146,655.31  4,271,849.61   iFT  1.00008550   -1 38 08.6
 NZ1094;SPC CA 1     -   801,343.834 1,926,233.625   MT  1.00011763   -0 34 57.1
 NZ1094;SPC CA 1     - 2,629,075.56  6,319,651.48   sFT  1.00011763   -0 34 57.1
 NZ1094;UTM  10      - 4,654,625.051   509,031.572   MT  0.99960100   +0 04 23.1
 NZ1094
 NZ1094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NZ1094!SPC OR S     -   0.99964804  x   1.00008550  =   0.99973351
 NZ1094!SPC CA 1     -   0.99964804  x   1.00011763  =   0.99976563
 NZ1094!UTM  10      -   0.99964804  x   0.99960100  =   0.99924918
 NZ1094
 NZ1094|---------------------------------------------------------------------|
 NZ1094| PID    Reference Object                     Distance      Geod. Az  |
 NZ1094|                                                           dddmmss.s |
 NZ1094| NZ1095 DUTCHMAN PK LOOKOUT HOUSE             5.395 METERS 15804     |
 NZ1094| MX1124 DRY LAKE LOOKOUT HOUSE              APPROX.15.7 KM 1951910.2 |
 NZ1094|---------------------------------------------------------------------|
 NZ1094
 NZ1094                          SUPERSEDED SURVEY CONTROL
 NZ1094
 NZ1094  NAD 83(1986)-  42 02 37.02030(N)    122 53 27.14537(W) AD(       ) 3
 NZ1094  NAD 27      -  42 02 37.54200(N)    122 53 23.01000(W) AD(       ) 3
 NZ1094
 NZ1094.Superseded values are not recommended for survey control.
 NZ1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1094.See file dsdata.txt to determine how the superseded data were derived.
 NZ1094
 NZ1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM0903254625(NAD 83)
 NZ1094
 NZ1094  HISTORY     - Date     Condition        Report By
 NZ1094  HISTORY     - 1935     MONUMENTED       USGS
 NZ1094
 NZ1094                          STATION DESCRIPTION
 NZ1094
 NZ1094'DESCRIBED BY US GEOLOGICAL SURVEY 1935
 NZ1094'SEE STATION DUTCHMAN PK LOOKOUT HOUSE
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1305 ***********************************************************************
 NZ1305  DESIGNATION -  DUTCHMAN BUTTE RM 3
 NZ1305  PID         -  NZ1305
 NZ1305  STATE/COUNTY-  OR/DOUGLAS
 NZ1305  USGS QUAD   -  DUTCHMAN BUTTE (1990)
 NZ1305
 NZ1305                         *CURRENT SURVEY CONTROL
 NZ1305  ___________________________________________________________________
 NZ1305* NAD 83(1991)-  42 51 59.66801(N)    123 39 36.92183(W)     ADJUSTED  
 NZ1305* NAVD 88     -      1191.85   (+/-2cm)    3910.3    (feet)  VERTCON   
 NZ1305  ___________________________________________________________________
 NZ1305  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 NZ1305  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 NZ1305  HORZ ORDER  -  SECOND
 NZ1305  VERT ORDER  -  THIRD ? (See Below)
 NZ1305
 NZ1305.The horizontal coordinates were established by classical geodetic methods
 NZ1305.and adjusted by the National Geodetic Survey in October 1991.
 NZ1305
 NZ1305.The NAVD 88 height was computed by applying the VERTCON shift value to
 NZ1305.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NZ1305.The vertical order pertains to the NGVD 29 superseded value.
 NZ1305
 NZ1305.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ1305
 NZ1305.The geoid height was determined by GEOID03.
 NZ1305
 NZ1305;                    North         East     Units Scale Factor Converg.
 NZ1305;SPC OR S     -   138,160.148 1,241,837.713   MT  0.99990843   -2 09 43.5
 NZ1305;SPC OR S     -   453,281.33  4,074,270.71   iFT  0.99990843   -2 09 43.5
 NZ1305;UTM  10      - 4,746,209.695   446,067.227   MT  0.99963578   -0 26 57.0
 NZ1305
 NZ1305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NZ1305!SPC OR S     -   0.99981690  x   0.99990843  =   0.99972534
 NZ1305!UTM  10      -   0.99981690  x   0.99963578  =   0.99945274
 NZ1305
 NZ1305:                Primary Azimuth Mark                     Grid Az
 NZ1305:SPC OR S     -  WHITE 2                                  062 53 27.1
 NZ1305:UTM  10      -  WHITE 2                                  061 10 40.6
 NZ1305
 NZ1305|---------------------------------------------------------------------|
 NZ1305| PID    Reference Object                     Distance      Geod. Az  |
 NZ1305|                                                           dddmmss.s |
 NZ1305| PC0995 WHITE 2                             APPROX.58.0 KM 0604343.6 |
 NZ1305| CD8478 DUTCHMAN BUTTE RM 1                   4.715 METERS 09233     |
 NZ1305| CD8479 DUTCHMAN BUTTE RM 2                  21.165 METERS 22451     |
 NZ1305| NZ1306 DUTCHMAN BUTTE                        3.734 METERS 31441     |
 NZ1305|---------------------------------------------------------------------|
 NZ1305
 NZ1305                          SUPERSEDED SURVEY CONTROL
 NZ1305
 NZ1305  NAD 83(1986)-  42 51 59.66373(N)    123 39 36.93797(W) AD(       ) 2
 NZ1305  NAD 27      -  42 52 00.23892(N)    123 39 32.67988(W) AD(       ) 2
 NZ1305  NGVD 29 (07/19/86) 1190.77   (m)         3906.7    (f) LEVELING    3  
 NZ1305
 NZ1305.Superseded values are not recommended for survey control.
 NZ1305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1305.See file dsdata.txt to determine how the superseded data were derived.
 NZ1305
 NZ1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN4606746210(NAD 83)
 NZ1305
 NZ1305  HISTORY     - Date     Condition        Report By
 NZ1305  HISTORY     - 1970     MONUMENTED       OR-019
 NZ1305
 NZ1305                          STATION DESCRIPTION
 NZ1305
 NZ1305'DESCRIBED BY DOUGLAS COUNTY OREGON 1970 (FLI)
 NZ1305'STATION IS LOCATED ON DUTCHMAN BUTTE 16.5 MILES WSW FROM TOWN OF
 NZ1305'RIDDLE.
 NZ1305'
 NZ1305'TO REACH STATION FROM TRI-CITY INTERCHANGE ON INTERSTATE 5, GO
 NZ1305'WESTERLY 5.4 MILES TO FORK.  GO LEFT 0.55 MILES TO T-ROAD
 NZ1305'RIGHT.  CONTINUE STRAIGHT AHEAD 11.9 MILES TO FORK.  GO RIGHT
 NZ1305'1.65 MILES TO FORK.  GO RIGHT 2.7 MILES TO FORK.  GO LEFT ON
 NZ1305'UNION CREED RD. 1.5 MILES TO FORK.  GO RIGHT 2.8 MILES TO FORK.
 NZ1305'GO LEFT 0.8 MILES TO FORK.  GO LEFT 0.55 MILES TO FORK.  GO RIGHT
 NZ1305'0.1 MILES TO FORK.  GO LEFT 0.6 MILES TO FORK.  GO RIGHT 1.3
 NZ1305'MILES TO FORK.  GO RIGHT 0.15 MILES TO TOP OF HILL AND STATION.
 NZ1305'
 NZ1305'REFERENCE MARK 3 IS A BRASS DISK SET ON TOP OF THE SOUTHEAST
 NZ1305'FOUNDATION BLOCK OF AN OLD LOOKOUT TOWER.  DISK IS STAMPED DUTCHMAN
 NZ1305'BUTTE RM 3 1970.
 NZ1305'
 NZ1305'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE FOUND AS
 NZ1305'PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1095 ***********************************************************************
 NZ1095  DESIGNATION -  DUTCHMAN PK LOOKOUT HOUSE
 NZ1095  PID         -  NZ1095
 NZ1095  STATE/COUNTY-  OR/JACKSON
 NZ1095  USGS QUAD   -  DUTCHMAN PEAK (1996)
 NZ1095
 NZ1095                         *CURRENT SURVEY CONTROL
 NZ1095  ___________________________________________________________________
 NZ1095* NAD 83(1991)-  42 02 36.86879(N)    122 53 27.05050(W)     ADJUSTED  
 NZ1095* NAVD 88     -      2268.2    (meters)    7442.     (feet)  VERTCON   
 NZ1095  ___________________________________________________________________
 NZ1095  LAPLACE CORR-           6.71  (seconds)                    DEFLEC99
 NZ1095  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 NZ1095  HORZ ORDER  -  THIRD
 NZ1095
 NZ1095.The horizontal coordinates were established by classical geodetic methods
 NZ1095.and adjusted by the National Geodetic Survey in October 1991.
 NZ1095
 NZ1095.The NAVD 88 height was computed by applying the VERTCON shift value to
 NZ1095.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NZ1095
 NZ1095.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ1095
 NZ1095.The geoid height was determined by GEOID03.
 NZ1095
 NZ1095;                    North         East     Units Scale Factor Converg.
 NZ1095;SPC OR S     -    44,695.479 1,302,061.634   MT  1.00008552   -1 38 08.5
 NZ1095;SPC OR S     -   146,638.71  4,271,855.75   iFT  1.00008552   -1 38 08.5
 NZ1095;SPC CA 1     -   801,338.809 1,926,235.589   MT  1.00011762   -0 34 57.0
 NZ1095;SPC CA 1     - 2,629,059.08  6,319,657.93   sFT  1.00011762   -0 34 57.0
 NZ1095;UTM  10      - 4,654,620.051   509,033.593   MT  0.99960100   +0 04 23.2
 NZ1095
 NZ1095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NZ1095!SPC OR S     -   0.99964804  x   1.00008552  =   0.99973353
 NZ1095!SPC CA 1     -   0.99964804  x   1.00011762  =   0.99976562
 NZ1095!UTM  10      -   0.99964804  x   0.99960100  =   0.99924918
 NZ1095
 NZ1095:                Primary Azimuth Mark                     Grid Az
 NZ1095:SPC OR S     -  OLD BALDY LOOKOUT TOWER                  066 56 07.4
 NZ1095:SPC CA 1     -  OLD BALDY LOOKOUT TOWER                  065 52 55.9
 NZ1095:UTM  10      -  OLD BALDY LOOKOUT TOWER                  065 13 35.7
 NZ1095
 NZ1095|---------------------------------------------------------------------|
 NZ1095| PID    Reference Object                     Distance      Geod. Az  |
 NZ1095|                                                           dddmmss.s |
 NZ1095| NZ1061 OLD BALDY LOOKOUT TOWER             APPROX.54.7 KM 0651758.9 |
 NZ1095| NZ1092 SISKIYOU PEAK                       APPROX.10.7 KM 0790006.6 |
 NZ1095| NZ1076 PILOT ROCK                          APPROX.27.4 KM 0925442.0 |
 NZ1095| MX1124 DRY LAKE LOOKOUT HOUSE              APPROX.15.7 KM 1951953.3 |
 NZ1095| MX1131 WINDY PEAK LOOKOUT HOUSE            APPROX.21.7 KM 2494126.6 |
 NZ1095| NZ1249 STEIN BUTTE LOOKOUT HOUSE           APPROX.17.8 KM 2600717.3 |
 NZ1095| NZ1260 STEVE PK LOOKOUT HOUSE              APPROX.30.5 KM 2755636.3 |
 NZ1095| NZ1253 PALMER PEAK HIGHEST POINT           APPROX.25.3 KM 2975033.9 |
 NZ1095| NZ1096 ANDERSON BU                         APPROX.17.6 KM 3582047.7 |
 NZ1095|---------------------------------------------------------------------|
 NZ1095
 NZ1095                          SUPERSEDED SURVEY CONTROL
 NZ1095
 NZ1095  NAD 83(1986)-  42 02 36.85810(N)    122 53 27.05775(W) AD(       ) 3
 NZ1095  NAD 27      -  42 02 37.38000(N)    122 53 22.92200(W) AD(       ) 3
 NZ1095  NGVD 29 (07/19/86) 2267.0    (m)         7438.     (f) VERT ANG    3  
 NZ1095
 NZ1095.Superseded values are not recommended for survey control.
 NZ1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1095.See file dsdata.txt to determine how the superseded data were derived.
 NZ1095
 NZ1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM0903454620(NAD 83)
 NZ1095
 NZ1095  HISTORY     - Date     Condition        Report By
 NZ1095  HISTORY     - 1935     MONUMENTED       USFS
 NZ1095  HISTORY     - 1952     SEE DESCRIPTION  CGS
 NZ1095
 NZ1095                          STATION DESCRIPTION
 NZ1095
 NZ1095'DESCRIBED BY US FOREST SERVICE 1935
 NZ1095'THIS OCCUPIED STATION IS THE CENTER OF U.S.F.S. WOOD LOOKOUT
 NZ1095'HOUSE ON THE SUMMIT OF DUTCHMAN PEAK, A HIGH, BARE, PROMINENT
 NZ1095'POINT ABOUT 21 MILES S OF MEDFORD, AIR LINE.  FOREST ROADS LEAD
 NZ1095'TO THE STATION.  A REFERENCE MARK CONSISTS OF A U.S.G.S. VERTICAL
 NZ1095'ANGLE BENCH MARK STAMPED 7411 1932, SET IN A ROCK OUTCROP
 NZ1095'5.395 METERS (17.7 FEET) N OF THE STATION.
 NZ1095
 NZ1095                          STATION RECOVERY (1952)
 NZ1095
 NZ1095'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (WRH)
 NZ1095'THE STATION IS LOCATED ABOUT 15 MILES AIRLINE SOUTHWEST OF
 NZ1095'ASHLAND, 20 MILES AIRLINE SOUTH OF MEDFORD, ON THE HIGHEST PART
 NZ1095'OF DUTCHMAN PEAK.
 NZ1095'
 NZ1095'THE LOOKOUT HOUSE IS A STANDARD U.S. FOREST SERVICE LOOKOUT
 NZ1095'HOUSE WHICH IS ABOUT 14 FEET SQUARE, AND IS AN INCLOSED TWO STORY
 NZ1095'BUILDING ABOUT 30 FEET HIGH.  IT IS ABOUT 2 MILES NORTH OF
 NZ1095'STATION STERLING.  THE CENTER OF THE HOUSE WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AJ1980 ***********************************************************************
 AJ1980  DESIGNATION -  DVORAK
 AJ1980  PID         -  AJ1980
 AJ1980  STATE/COUNTY-  OR/TILLAMOOK
 AJ1980  USGS QUAD   -  COOK CREEK (1984)
 AJ1980
 AJ1980                         *CURRENT SURVEY CONTROL
 AJ1980  ___________________________________________________________________
 AJ1980* NAD 83(2007)-  45 37 34.32342(N)    123 38 36.89698(W)     ADJUSTED  
 AJ1980* NAVD 88     -       991.3    (meters)    3252.     (feet)  GPS OBS   
 AJ1980  ___________________________________________________________________
 AJ1980  EPOCH DATE  -        2007.00
 AJ1980  X           -  -2,475,821.623 (meters)                     COMP
 AJ1980  Y           -  -3,720,268.586 (meters)                     COMP
 AJ1980  Z           -   4,536,983.060 (meters)                     COMP
 AJ1980  LAPLACE CORR-          11.67  (seconds)                    DEFLEC99
 AJ1980  ELLIP HEIGHT-         970.490 (meters)          (02/10/07) ADJUSTED
 AJ1980  GEOID HEIGHT-         -20.86  (meters)                     GEOID03
 AJ1980
 AJ1980  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ1980  Type    PID    Designation                      North   East  Ellip
 AJ1980  -------------------------------------------------------------------
 AJ1980  NETWORK AJ1980 DVORAK                            0.84   0.74   2.37
 AJ1980  -------------------------------------------------------------------
 AJ1980
 AJ1980.The horizontal coordinates were established by GPS observations
 AJ1980.and adjusted by the National Geodetic Survey in February 2007.
 AJ1980
 AJ1980.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ1980.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ1980.The horizontal coordinates are valid at the epoch date displayed above.
 AJ1980.The epoch date for horizontal control is a decimal equivalence
 AJ1980.of Year/Month/Day.
 AJ1980
 AJ1980.The orthometric height was determined by GPS observations and a
 AJ1980.high-resolution geoid model.
 AJ1980
 AJ1980.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ1980
 AJ1980.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1980
 AJ1980.The ellipsoidal height was determined by GPS observations
 AJ1980.and is referenced to NAD 83.
 AJ1980
 AJ1980.The geoid height was determined by GEOID03.
 AJ1980
 AJ1980;                    North         East     Units Scale Factor Converg.
 AJ1980;SPC OR N     -   222,517.900 2,254,933.050   MT  0.99992644   -2 13 45.8
 AJ1980;SPC OR N     -   730,045.60  7,398,074.31   iFT  0.99992644   -2 13 45.8
 AJ1980;UTM  10      - 5,052,718.624   449,831.431   MT  0.99963094   -0 27 36.1
 AJ1980
 AJ1980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1980!SPC OR N     -   0.99984787  x   0.99992644  =   0.99977433
 AJ1980!UTM  10      -   0.99984787  x   0.99963094  =   0.99947887
 AJ1980
 AJ1980                          SUPERSEDED SURVEY CONTROL
 AJ1980
 AJ1980  NAD 83(1998)-  45 37 34.32057(N)    123 38 36.89978(W) AD(       ) B
 AJ1980  ELLIP H (07/03/01)  970.492  (m)                       GP(       ) 5 1
 AJ1980  NAD 83(1998)-  45 37 34.32067(N)    123 38 36.89957(W) AD(1997.00) B
 AJ1980  ELLIP H (02/07/01)  970.495  (m)                       GP(       ) 3 1
 AJ1980
 AJ1980.Superseded values are not recommended for survey control.
 AJ1980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1980.See file dsdata.txt to determine how the superseded data were derived.
 AJ1980
 AJ1980_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR4983152719(NAD 83)
 AJ1980_MARKER: DD = SURVEY DISK
 AJ1980_SETTING: 66 = SET IN ROCK OUTCROP
 AJ1980_STAMPING: DVORAK 1999
 AJ1980_MARK LOGO: OR-057
 AJ1980_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ1980_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ1980+STABILITY: POSITION/ELEVATION WELL
 AJ1980_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ1980+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ1980
 AJ1980  HISTORY     - Date     Condition        Report By
 AJ1980  HISTORY     - 1999     MONUMENTED       OR-057
 AJ1980
 AJ1980                          STATION DESCRIPTION
 AJ1980
 AJ1980'DESCRIBED BY TILLAMOOK COUNTY OREGON 1999 (AED)
 AJ1980'THE STATION IS LOCATED ABOUT 23.0 KM (14.30 MI) NORTHEAST OF
 AJ1980'TILLAMOOK, 22.0 KM (13.65 MI) EAST-NORTHEAST OF GARIBALDI, 9.5 KM
 AJ1980'(5.90 MI) NORTH OF JORDAN CREEK, IN OUTCROP ON TOP OF THE SOUTHERLY OF
 AJ1980'TWO BARE KNOBS ON THE RIDGE TOP.  OWNERSHIP--TILLAMOOK STATE FOREST.
 AJ1980'TO REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 101 AND STATE
 AJ1980'HIGHWAY 6 IN TILLAMOOK, GO EASTERLY ON HIGHWAY 6 FOR 26.6 KM (16.50
 AJ1980'MI) TO THE JUNCTION OF CEDAR BUTTE FOREST ROAD ON THE LEFT.  TURN
 AJ1980'LEFT, NORTHERLY, ON CEDAR BUTTE ROAD FOR 0.3 KM (0.20 MI) TO THE
 AJ1980'JUNCTION OF KEENIG CREEK FOREST ROAD ON THE LEFT.  CONTINUE AHEAD ON
 AJ1980'CEDAR BUTTE ROAD FOR 3.2 KM (2.00 MI) TO THE JUNCTION OF SAM DOWNS
 AJ1980'CREEK FOREST ROAD ON THE LEFT.  STAY RIGHT ON CEDAR BUTTE ROAD FOR 7.1
 AJ1980'KM (4.40 MI) TO THE JUNCTION OF KILCHIS CREEK FOREST ROAD. STAY RIGHT,
 AJ1980'NORTHERLY, ON CEDAR BUTTE ROAD FOR 0.3 KM (0.20 MI) TO A ROAD
 AJ1980'JUNCTION.  STAY LEFT, NORTHERLY, ON ROAD FOR 3.5 KM (2.15 MI) TO A
 AJ1980'FIVE WAY JUNCTION.  GO LEFT, WESTERLY, ON FIRE BREAK 3 FOR 1.5 KM
 AJ1980'(0.95 MI) TO THE JUNCTION OF FIRE BREAK 3 AND TRIANGULATION LOOKOUT
 AJ1980'ROAD.  TURN RIGHT, NORTHERLY, ON ROAD FOR 0.8 KM (0.50 MI) TO A FIVE
 AJ1980'WAY JUNCTION.  TURN RIGHT, SOUTH, ON ROAD FOR 0.2 KM (0.10 MI) TO THE
 AJ1980'END OF TRUCK TRAVEL AND THE STATION ON THE RIGHT.  THE STATION IS A
 AJ1980'TILLAMOOK COUNTY SURVEYORS DISK SET IN A DRILL HOLE IN ROCK OUTCROP.
 AJ1980'IT IS 10.7 M (35.1 FT) SOUTHWEST FROM THE TOP OF THE SOUTHERLY ONE OF
 AJ1980'TWO HIGH ROCK KNOBS.  USC AND GS TRIANGULATION STATION KILCHIS 1941 IS
 AJ1980'LOCATED ON THE NORTH KNOB.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0428 ***********************************************************************
 QE0428  DESIGNATION -  DX 222
 QE0428  PID         -  QE0428
 QE0428  STATE/COUNTY-  OR/LINN
 QE0428  USGS QUAD   -  LEBANON (1986)
 QE0428
 QE0428                         *CURRENT SURVEY CONTROL
 QE0428  ___________________________________________________________________
 QE0428* NAD 83(1986)-  44 35 11.     (N)    122 55 31.     (W)     SCALED    
 QE0428* NAVD 88     -        92.755  (meters)     304.31   (feet)  ADJUSTED  
 QE0428  ___________________________________________________________________
 QE0428  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 QE0428  DYNAMIC HT  -          92.746 (meters)     304.28  (feet)  COMP
 QE0428  MODELED GRAV-     980,520.1   (mgal)                       NAVD 88
 QE0428
 QE0428  VERT ORDER  -  FIRST     CLASS II
 QE0428
 QE0428.The horizontal coordinates were scaled from a topographic map and have
 QE0428.an estimated accuracy of +/- 6 seconds.
 QE0428
 QE0428.The orthometric height was determined by differential leveling
 QE0428.and adjusted in June 1991.
 QE0428
 QE0428.The geoid height was determined by GEOID03.
 QE0428
 QE0428.The dynamic height is computed by dividing the NAVD 88
 QE0428.geopotential number by the normal gravity value computed on the
 QE0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0428.degrees latitude (g = 980.6199 gals.).
 QE0428
 QE0428.The modeled gravity was interpolated from observed gravity values.
 QE0428
 QE0428;                    North         East    Units  Estimated Accuracy
 QE0428;SPC OR N     -   105,090.    2,307,440.      MT  (+/- 180 meters Scaled)
 QE0428
 QE0428                          SUPERSEDED SURVEY CONTROL
 QE0428
 QE0428  NGVD 29 (??/??/92)   91.737  (m)          300.97   (f) ADJ UNCH    1 2
 QE0428
 QE0428.Superseded values are not recommended for survey control.
 QE0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0428.See file dsdata.txt to determine how the superseded data were derived.
 QE0428
 QE0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ059370(NAD 83)
 QE0428_MARKER: DD = SURVEY DISK
 QE0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0428_STAMPING: 301 DX 222 1929
 QE0428_MARK LOGO: ORDT  
 QE0428_MAGNETIC: N = NO MAGNETIC MATERIAL
 QE0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0428+STABILITY: SURFACE MOTION
 QE0428
 QE0428  HISTORY     - Date     Condition        Report By
 QE0428  HISTORY     - 1929     MONUMENTED       ORDT
 QE0428  HISTORY     - 1963     GOOD             NGS
 QE0428  HISTORY     - 19941109 POOR             ORDT
 QE0428  HISTORY     - 20060529 MARK NOT FOUND   USPSQD
 QE0428
 QE0428                          STATION DESCRIPTION
 QE0428
 QE0428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 QE0428'3.7 MI NW FROM LEBANON.
 QE0428'3.7 MILES NORTHWEST ALONG U.S. HIGHWAY 20 FROM THE JUNCTION OF U.S.
 QE0428'HIGHWAY 20 AND GRANT STREET, WHICH IS 0.2 MILE EAST OF THE LEBANON
 QE0428'POST OFFICE, 0.2 MILE NORTHWEST OF MILE POST NO. 10 AT THE
 QE0428'INTERSECTION OF U.S. HIGHWAY 20 AND SPICER-TENNESSEE ROAD, 38 FEET
 QE0428'SOUTH OF THE CENTER OF SPICER-TENNESSEE ROAD, 30 FEET WEST OF THE
 QE0428'CENTER OF U.S. HIGHWAY 20, 3 FEET SOUTHEAST OF A FENCE CORNER AND 0.5
 QE0428'FOOT SOUTH OF A METAL WITNESS POST.  THE MONUMENT IS 6-INCHES IN
 QE0428'DIAMETER AND PROJECTS 3 INCHES.
 QE0428
 QE0428                          STATION RECOVERY (1994)
 QE0428
 QE0428'RECOVERY NOTE BY OREGON DEPARTMENT OF TRANSPORTATION 1994 (DBS)
 QE0428'THE MONUMENT IS BADLY TILTED TO SOUTH ABOUT 35 DEGREES.  THE ELEVATION
 QE0428'IS NO GOOD.  THE MONUMENT BLOCK IS ALSO LOOSE. TO REACH THE MONUMENT
 QE0428'FROM THE JUNCTION OF OR-34 AND US-20 IN LEBANON GO NORTH ON US-20 FOR
 QE0428'2.969 MILES (4.778 KM) TO THE MARK ON THE LEFT.
 QE0428
 QE0428                          STATION RECOVERY (2006)
 QE0428
 QE0428'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 QE0428'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0480 ***********************************************************************
 NY0480  DESIGNATION -  DX 5
 NY0480  PID         -  NY0480
 NY0480  STATE/COUNTY-  OR/KLAMATH
 NY0480  USGS QUAD   -  MODOC POINT (1985)
 NY0480
 NY0480                         *CURRENT SURVEY CONTROL
 NY0480  ___________________________________________________________________
 NY0480* NAD 83(1986)-  42 27 01.     (N)    121 52 09.     (W)     SCALED    
 NY0480* NAVD 88     -      1264.989  (meters)    4150.22   (feet)  ADJUSTED  
 NY0480  ___________________________________________________________________
 NY0480  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 NY0480  DYNAMIC HT  -        1264.234 (meters)    4147.74  (feet)  COMP
 NY0480  MODELED GRAV-     979,981.0   (mgal)                       NAVD 88
 NY0480
 NY0480  VERT ORDER  -  FIRST     CLASS II
 NY0480
 NY0480.The horizontal coordinates were scaled from a topographic map and have
 NY0480.an estimated accuracy of +/- 6 seconds.
 NY0480
 NY0480.The orthometric height was determined by differential leveling
 NY0480.and adjusted in June 1991.
 NY0480
 NY0480.The geoid height was determined by GEOID03.
 NY0480
 NY0480.The dynamic height is computed by dividing the NAVD 88
 NY0480.geopotential number by the normal gravity value computed on the
 NY0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0480.degrees latitude (g = 980.6199 gals.).
 NY0480
 NY0480.The modeled gravity was interpolated from observed gravity values.
 NY0480
 NY0480;                    North         East    Units  Estimated Accuracy
 NY0480;SPC OR S     -    87,970.    1,387,380.      MT  (+/- 180 meters Scaled)
 NY0480
 NY0480                          SUPERSEDED SURVEY CONTROL
 NY0480
 NY0480  NGVD 29 (??/??/92) 1263.842  (m)         4146.45   (f) ADJ UNCH    1 2
 NY0480
 NY0480.Superseded values are not recommended for survey control.
 NY0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0480.See file dsdata.txt to determine how the superseded data were derived.
 NY0480
 NY0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN929003(NAD 83)
 NY0480_MARKER: B = BOLT
 NY0480_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NY0480_SP_SET: HEADWALL
 NY0480_MARK LOGO: NONE  
 NY0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0480+STABILITY: SURFACE MOTION
 NY0480_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NY0480+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1988
 NY0480
 NY0480  HISTORY     - Date     Condition        Report By
 NY0480  HISTORY     - UNK      MONUMENTED       SPRR
 NY0480  HISTORY     - 1954     GOOD             NGS
 NY0480  HISTORY     - 19880630 GOOD             NGS
 NY0480
 NY0480                          STATION DESCRIPTION
 NY0480
 NY0480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NY0480'9.5 MI S FROM CHILOQUIN.
 NY0480'9.5 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 NY0480'STATION AT CHILOQUIN, 0.25 MILE NORTH OF THE STATION AT MODOC POINT,
 NY0480'AT 3-FOOT CAST IRON PIPE CULVERT 447.25, IN THE TOP OF THE CENTER OF
 NY0480'THE EAST CONCRETE HEAD WALL, 14.8 FEET EAST OF THE EAST RAIL OF THE
 NY0480'EAST TRACK, 3.2 FEET NORTH OF BENCH MARK D5, AND ABOUT 5 FEET LOWER
 NY0480'THAN THE TRACK.
 NY0480
 NY0480                          STATION RECOVERY (1988)
 NY0480
 NY0480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 NY0480'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  15.3 KM
 NY0480'(9.50 MI) SOUTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 NY0480'JUNCTION OF STATE HIGHWAY 422 IN CHILOQUIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0305 ***********************************************************************
 PB0305  DESIGNATION -  E
 PB0305  PID         -  PB0305
 PB0305  STATE/COUNTY-  OR/LAKE
 PB0305  USGS QUAD   -  HAGER MTN (1968)
 PB0305
 PB0305                         *CURRENT SURVEY CONTROL
 PB0305  ___________________________________________________________________
 PB0305* NAD 83(1986)-  43 07 27.     (N)    121 03 39.     (W)     SCALED    
 PB0305* NAVD 88     -      1336.846  (meters)    4385.97   (feet)  ADJUSTED  
 PB0305  ___________________________________________________________________
 PB0305  GEOID HEIGHT-         -20.87  (meters)                     GEOID03
 PB0305  DYNAMIC HT  -        1336.128 (meters)    4383.61  (feet)  COMP
 PB0305  MODELED GRAV-     980,036.7   (mgal)                       NAVD 88
 PB0305
 PB0305  VERT ORDER  -  SECOND    CLASS 0
 PB0305
 PB0305.The horizontal coordinates were scaled from a topographic map and have
 PB0305.an estimated accuracy of +/- 6 seconds.
 PB0305
 PB0305.The orthometric height was determined by differential leveling
 PB0305.and adjusted in June 1991.
 PB0305
 PB0305.The geoid height was determined by GEOID03.
 PB0305
 PB0305.The dynamic height is computed by dividing the NAVD 88
 PB0305.geopotential number by the normal gravity value computed on the
 PB0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0305.degrees latitude (g = 980.6199 gals.).
 PB0305
 PB0305.The modeled gravity was interpolated from observed gravity values.
 PB0305
 PB0305;                    North         East    Units  Estimated Accuracy
 PB0305;SPC OR S     -   162,060.    1,454,370.      MT  (+/- 180 meters Scaled)
 PB0305
 PB0305                          SUPERSEDED SURVEY CONTROL
 PB0305
 PB0305  NGVD 29 (??/??/92) 1335.622  (m)         4381.95   (f) ADJ UNCH    2 0
 PB0305
 PB0305.Superseded values are not recommended for survey control.
 PB0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0305.See file dsdata.txt to determine how the superseded data were derived.
 PB0305
 PB0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFN577764(NAD 83)
 PB0305_MARKER: P = PIPE CAP
 PB0305_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PB0305_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PB0305_STAMPING: E 1925
 PB0305_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PB0305
 PB0305  HISTORY     - Date     Condition        Report By
 PB0305  HISTORY     - 1925     MONUMENTED       USGS
 PB0305  HISTORY     - 1936     GOOD             NGS
 PB0305
 PB0305                          STATION DESCRIPTION
 PB0305
 PB0305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 PB0305'1 MI SW FROM SILVER LAKE.
 PB0305'ABOUT 1 MILE SOUTHWEST FROM THE STONE SCHOOLHOUSE AT SILVER LAKE,
 PB0305'ABOUT 0.3 MILE SOUTH OF THE FREMONT HIGHWAY WHERE HIGHWAY CROSSES
 PB0305'SILVER CREEK, AT THE BILLINGS RANGER STATION, 12 FEET SOUTH OF THE
 PB0305'NORTHEAST CORNER OF THE YARD FENCE AND 2 FEET EAST OF FENCE.  A U. S.
 PB0305'F. S. IRON POST WITH BRASS CAP AND ENCASED IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0088 ***********************************************************************
 NZ0088  DESIGNATION -  E
 NZ0088  PID         -  NZ0088
 NZ0088  STATE/COUNTY-  OR/KLAMATH
 NZ0088  USGS QUAD   -  BROWN MOUNTAIN (1988)
 NZ0088
 NZ0088                         *CURRENT SURVEY CONTROL
 NZ0088  ___________________________________________________________________
 NZ0088* NAD 83(1986)-  42 17 24.     (N)    122 19 34.     (W)     SCALED    
 NZ0088* NAVD 88     -      1478.97   (+/-2cm)    4852.3    (feet)  VERTCON   
 NZ0088  ___________________________________________________________________
 NZ0088  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 NZ0088  VERT ORDER  -  ? (See Below)
 NZ0088
 NZ0088.The horizontal coordinates were scaled from a topographic map and have
 NZ0088.an estimated accuracy of +/- 6 seconds.
 NZ0088
 NZ0088.The NAVD 88 height was computed by applying the VERTCON shift value to
 NZ0088.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NZ0088.The vertical order pertains to the NGVD 29 superseded value.
 NZ0088
 NZ0088.The geoid height was determined by GEOID03.
 NZ0088
 NZ0088;                    North         East    Units  Estimated Accuracy
 NZ0088;SPC OR S     -    70,890.    1,349,400.      MT  (+/- 180 meters Scaled)
 NZ0088
 NZ0088                          SUPERSEDED SURVEY CONTROL
 NZ0088
 NZ0088  NGVD 29 (??/??/92) 1477.764  (m)         4848.30   (f) ADJ UNCH    ?  
 NZ0088
 NZ0088.Superseded values are not recommended for survey control.
 NZ0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0088.See file dsdata.txt to determine how the superseded data were derived.
 NZ0088
 NZ0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM555821(NAD 83)
 NZ0088_MARKER: DD = SURVEY DISK
 NZ0088_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NZ0088_SP_SET: FIR TREE
 NZ0088_STAMPING: 4847.923 BB E 1908
 NZ0088_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0088
 NZ0088  HISTORY     - Date     Condition        Report By
 NZ0088  HISTORY     - 1908     MONUMENTED       USGS
 NZ0088  HISTORY     - 1934     GOOD             NGS
 NZ0088
 NZ0088                          STATION DESCRIPTION
 NZ0088
 NZ0088'DESCRIBED BY US GEOLOGICAL SURVEY 1908
 NZ0088'2.8 MI NE FROM FISH LAKE ROAD JUNCTION.
 NZ0088'IN KLAMATH COUNTY, 2.8 MILES NORTHEAST ALONG DEAD INDIAN ROAD FROM THE
 NZ0088'FISH LAKE ROAD JUNCTION IN JACKSON COUNTY, ON THE OLD ROAD AS USED IN
 NZ0088'1908 WHICH TURNS TO THE NORTH AT THE SECTION LINE BETWEEN SECTIONS 2
 NZ0088'AND 3, T 38 S, R 4 E, 200 FEET NORTHEAST OF LITTLE BUTTE CREEK, 8 FEET
 NZ0088'NORTH OF THE ABANDONED ROAD, 6 FEET SOUTH OF A 30-INCH FIR TREE WITH A
 NZ0088'TRIANGULAR BLAZE ON THE SOUTH SIDE, AND IN A FLAT ROCK. A UNITED
 NZ0088'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 4847.923 BB E 1908.
 NZ0088
 NZ0088                          STATION RECOVERY (1934)
 NZ0088
 NZ0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 NZ0088'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2068 ***********************************************************************
 RD2068  DESIGNATION -  E
 RD2068  PID         -  RD2068
 RD2068  STATE/COUNTY-  OR/CLATSOP
 RD2068  USGS QUAD   -  ARCH CAPE (1985)
 RD2068
 RD2068                         *CURRENT SURVEY CONTROL
 RD2068  ___________________________________________________________________
 RD2068* NAD 83(1991)-  45 47 15.56851(N)    123 54 30.11352(W)     ADJUSTED  
 RD2068* NAVD 88     -              **(meters)            **(feet)            
 RD2068  ___________________________________________________________________
 RD2068  LAPLACE CORR-          18.82  (seconds)                    DEFLEC99
 RD2068  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 RD2068  HORZ ORDER  -  THIRD
 RD2068
 RD2068.The horizontal coordinates were established by classical geodetic methods
 RD2068.and adjusted by the National Geodetic Survey in October 1991.
 RD2068
 RD2068
 RD2068.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2068
 RD2068.The geoid height was determined by GEOID03.
 RD2068
 RD2068;                    North         East     Units Scale Factor Converg.
 RD2068;SPC OR N     -   241,283.054 2,235,059.748   MT  0.99995295   -2 25 01.8
 RD2068;SPC OR N     -   791,611.07  7,332,873.19   iFT  0.99995295   -2 25 01.8
 RD2068;UTM  10      - 5,070,856.449   429,394.711   MT  0.99966129   -0 39 04.0
 RD2068
 RD2068                          SUPERSEDED SURVEY CONTROL
 RD2068
 RD2068  NAD 83(1986)-  45 47 15.59002(N)    123 54 30.09816(W) AD(       ) 4
 RD2068  NAD 27      -  45 47 16.34000(N)    123 54 25.59000(W) AD(       ) 3
 RD2068
 RD2068.Superseded values are not recommended for survey control.
 RD2068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2068.See file dsdata.txt to determine how the superseded data were derived.
 RD2068
 RD2068_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR2939570856(NAD 83)
 RD2068
 RD2068  HISTORY     - Date     Condition        Report By
 RD2068  HISTORY     - 1875     MONUMENTED       COASUR
 RD2068  HISTORY     - 1934     SEE DESCRIPTION  ORGS
 RD2068
 RD2068                          STATION DESCRIPTION
 RD2068
 RD2068'DESCRIBED BY OREGON GEODETIC SURVEY 1934
 RD2068'THIS UNCHECKED INTERSECTED STATION IS THE SUMMIT OF A PEAK JUST N
 RD2068'OF THE S LINE OF THE COUNTY, AND ABOUT 3 MILES E OF AND A LITTLE
 RD2068'TO THE S OF ARCH CAPE.  IT IS ABOUT 1 MILE EASTERLY FROM STATION
 RD2068'A.  SEE UNDER THAT HEADING.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3932 ***********************************************************************
 RD3932  DESIGNATION -  E
 RD3932  PID         -  RD3932
 RD3932  STATE/COUNTY-  OR/COLUMBIA
 RD3932  USGS QUAD   -  ST HELENS (1990)
 RD3932
 RD3932                         *CURRENT SURVEY CONTROL
 RD3932  ___________________________________________________________________
 RD3932* NAD 83(1991)-  45 47 00.74089(N)    122 47 01.87074(W)     ADJUSTED  
 RD3932* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 RD3932  ___________________________________________________________________
 RD3932  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 RD3932  GEOID HEIGHT-         -22.54  (meters)                     GEOID03
 RD3932  HORZ ORDER  -  THIRD
 RD3932
 RD3932.The horizontal coordinates were established by classical geodetic methods
 RD3932.and adjusted by the National Geodetic Survey in October 1991.
 RD3932
 RD3932.The orthometric height was scaled from a topographic map.
 RD3932
 RD3932.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3932
 RD3932.The geoid height was determined by GEOID03.
 RD3932
 RD3932;                    North         East     Units Scale Factor Converg.
 RD3932;SPC OR N     -   237,745.895 2,322,428.753   MT  0.99995217   -1 37 10.8
 RD3932;SPC OR N     -   780,006.22  7,619,516.91   iFT  0.99995217   -1 37 10.8
 RD3932;SPC WA S     -    52,611.969   322,419.351   MT  1.00001166   -1 39 32.3
 RD3932;SPC WA S     -   172,611.10  1,057,804.15   sFT  1.00001166   -1 39 32.3
 RD3932;UTM  10      - 5,070,020.377   516,801.907   MT  0.99960347   +0 09 17.7
 RD3932
 RD3932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3932!SPC OR N     -   1.00000338  x   0.99995217  =   0.99995555
 RD3932!SPC WA S     -   1.00000338  x   1.00001166  =   1.00001504
 RD3932!UTM  10      -   1.00000338  x   0.99960347  =   0.99960685
 RD3932
 RD3932:                Primary Azimuth Mark                     Grid Az
 RD3932:SPC OR N     -  A USE 1912                               043 38 56.3
 RD3932:SPC WA S     -  A USE 1912                               043 41 17.8
 RD3932:UTM  10      -  A USE 1912                               041 52 27.8
 RD3932
 RD3932|---------------------------------------------------------------------|
 RD3932| PID    Reference Object                     Distance      Geod. Az  |
 RD3932|                                                           dddmmss.s |
 RD3932| RD4020 A USE 1912                          APPROX. 1.0 KM 0420145.5 |
 RD3932| RD4024 BATCHELORS PT LT 1913               APPROX. 0.9 KM 0574612.1 |
 RD3932| CE2504 E RM 1                               46.700 METERS 21207     |
 RD3932| RD3952 HENRICI LANDING R RANGE LIGHT       APPROX. 3.6 KM 3402829.0 |
 RD3932| RD4036 HENRICI LANDING F RANGE LIGHT       APPROX. 3.4 KM 3410836.4 |
 RD3932|---------------------------------------------------------------------|
 RD3932
 RD3932                          SUPERSEDED SURVEY CONTROL
 RD3932
 RD3932  NAD 83(1986)-  45 47 00.76071(N)    122 47 01.86937(W) AD(       ) 3
 RD3932  NAD 27      -  45 47 01.33645(N)    122 46 57.50495(W) AD(       ) 3
 RD3932
 RD3932.Superseded values are not recommended for survey control.
 RD3932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3932.See file dsdata.txt to determine how the superseded data were derived.
 RD3932
 RD3932_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1680270020(NAD 83)
 RD3932_MARKER: Z = SEE DESCRIPTION
 RD3932_SETTING: 0 = UNSPECIFIED SETTING
 RD3932
 RD3932  HISTORY     - Date     Condition        Report By
 RD3932  HISTORY     - 1912     MONUMENTED       USE
 RD3932  HISTORY     - 1934     SEE DESCRIPTION  CGS
 RD3932  HISTORY     - 1937     SEE DESCRIPTION  CGS
 RD3932  HISTORY     - 1946     SEE DESCRIPTION  CGS
 RD3932
 RD3932                          STATION DESCRIPTION
 RD3932
 RD3932'DESCRIBED BY US ENGINEERS 1912
 RD3932'THE STATION IS AN OPEN SPACE 15 METERS FROM THE HIGH-WATER LINE
 RD3932'AND IS MARKED BY AN IRON PIPE 3 FEET LONG SET IN A CONCRETE PIER
 RD3932'ABOUT 1 FOOT SQUARE AND 8 INCHES DEEP.  THE TOP OF THE PIER BEARS
 RD3932'THE INSCRIPTION U.S.E. AND NAME OR ABBREVIATION OF NAME OF STATION.
 RD3932'THE PIPE EXTENDS 6 INCHES ABOVE THE PIER AND IN ITS TOP IS A
 RD3932'STANDARD U.S.E. DISK SET IN CEMENT.  THE REFERENCE MARK IS MARKED
 RD3932'BY A STANDARD REFERENCE MARK DISK SET IN AN IRREGULAR PIER OF
 RD3932'CONCRETE, PROJECTING FROM 6 TO 8 INCHES ABOVE THE SURFACE OF THE
 RD3932'GROUND.  THERE IS A NAIL IN A BLAZED WILLOW TREE DISTANT 31.2
 RD3932'METERS AND A NOTCHED WILLOW TREE WITH A NAIL IN A BLAZE W-SW 28.8
 RD3932'METERS.
 RD3932
 RD3932                          STATION RECOVERY (1934)
 RD3932
 RD3932'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (GJ)
 RD3932'STATION IS ON THE E BANK OF SAUVIE ISLAND AND W OF THE COLUMBIA
 RD3932'RIVER AT A POINT ABOUT 1.5 MILES S OF HENRICI LANDING AND NEAR THE S
 RD3932'END OF FISHTRAP SHOAL.
 RD3932'
 RD3932'THE STATION IS MARKED BY A U.S. ENGINEER DISK SET IN THE TOP OF A
 RD3932'PIPE WHICH IS SET IN CONCRETE.  IT IS ABOUT 15 FEET ABOVE LOW
 RD3932'WATER.
 RD3932'
 RD3932'A REFERENCE MARK CONSISTION OF A U.S.C. AND G.S. DISK IN CONCRETE IN
 RD3932'46.70 METERS (153.2 FEET) SOUTHERLY FROM THE STATION IN AZIMUTH 32
 RD3932'DEG 06 MIN 29 SEC.  A NAIL IN A BLAZED WILLOW TREE IS DISTANT 31.2
 RD3932'METERS (102.4 FEET).  AND A NOTCHED TREE WITH A NAIL IN A BLAZE IS
 RD3932'DISTANT 28.8 METERS (94.5 FEET) TO THE SW.
 RD3932'
 RD3932'IN 1934 IT WAS REPORTED THAT THE STATION MARK WAS UNDERGROUND ABOUT
 RD3932'3 FEET, BUT THE POINT WAS MARKED BY A WOODEN TARGET.
 RD3932'
 RD3932'POSITION IN SP 31 IS APPARENTLY 1 MINUTE TOO FAR W.
 RD3932
 RD3932                          STATION RECOVERY (1937)
 RD3932
 RD3932'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (RWK)
 RD3932'STATION IS ON SAUVIE ISLAND, ABOUT 1.7 MILES UPSTREAM OF HENRICI
 RD3932'LANDING, AND ABOUT 20 METERS INSIDE THE BRUSH LINE ALONG THE RIVER
 RD3932'BANK.
 RD3932'
 RD3932'STATION MARK IS AN IRON PIPE SET IN A CONCRETE BASE WITH STANDARD
 RD3932'DISK CEMENTED IN THE PIPE.
 RD3932'
 RD3932'THE REFERENCE MARKS WERE NOT SEARCHED FOR.
 RD3932
 RD3932                          STATION RECOVERY (1946)
 RD3932
 RD3932'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAE)
 RD3932'ALTHOUGH A THOROUGH SEARCH WAS MADE BY A THREE-MAN PARTY, NO TRACE OF
 RD3932'THE STATION, REFERENCE MARKS, OR REFERENCE NAILS COULD BE FOUND.
 RD3932'
 RD3932'IT IS RECOMMENDED THAT THE STATION BE CLASSIFIED AS LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1695 ***********************************************************************
 QD1695  DESIGNATION -  E 010
 QD1695  PID         -  QD1695
 QD1695  STATE/COUNTY-  OR/DESCHUTES
 QD1695  USGS QUAD   -  BEND (1981)
 QD1695
 QD1695                         *CURRENT SURVEY CONTROL
 QD1695  ___________________________________________________________________
 QD1695* NAD 83(1991)-  44 04 30.52823(N)    121 15 13.54160(W)     ADJUSTED  
 QD1695* NAVD 88     -      1083.4    (meters)    3554.     (feet)  VERTCON   
 QD1695  ___________________________________________________________________
 QD1695  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 QD1695  GEOID HEIGHT-         -20.95  (meters)                     GEOID03
 QD1695  HORZ ORDER  -  SECOND
 QD1695
 QD1695.The horizontal coordinates were established by classical geodetic methods
 QD1695.and adjusted by the National Geodetic Survey in October 1991.
 QD1695
 QD1695.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1695.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1695
 QD1695.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1695
 QD1695.The geoid height was determined by GEOID03.
 QD1695
 QD1695;                    North         East     Units Scale Factor Converg.
 QD1695;SPC OR S     -   267,825.268 1,439,619.622   MT  1.00001997   -0 30 56.5
 QD1695;SPC OR S     -   878,691.82  4,723,161.49   iFT  1.00001997   -0 30 56.5
 QD1695;UTM  10      - 4,881,701.697   639,827.022   MT  0.99984047   +1 12 53.6
 QD1695
 QD1695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1695!SPC OR S     -   0.99983344  x   1.00001997  =   0.99985341
 QD1695!UTM  10      -   0.99983344  x   0.99984047  =   0.99967394
 QD1695
 QD1695:                Primary Azimuth Mark                     Grid Az
 QD1695:SPC OR S     -  E 020                                    001 23 21.4
 QD1695:UTM  10      -  E 020                                    359 39 31.3
 QD1695
 QD1695|---------------------------------------------------------------------|
 QD1695| PID    Reference Object                     Distance      Geod. Az  |
 QD1695|                                                           dddmmss.s |
 QD1695| QD1693 E 020                               APPROX. 0.8 KM 0005224.9 |
 QD1695|---------------------------------------------------------------------|
 QD1695
 QD1695                          SUPERSEDED SURVEY CONTROL
 QD1695
 QD1695  NAD 83(1986)-  44 04 30.53444(N)    121 15 13.54495(W) AD(       ) 2
 QD1695  NAD 27      -  44 04 31.11330(N)    121 15 09.43596(W) AD(       ) 2
 QD1695  NGVD 29 (07/19/86) 1082.2    (m)         3551.     (f) VERT ANG    3  
 QD1695
 QD1695.Superseded values are not recommended for survey control.
 QD1695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1695.See file dsdata.txt to determine how the superseded data were derived.
 QD1695
 QD1695_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP3982781702(NAD 83)
 QD1695_MARKER: DD = SURVEY DISK
 QD1695_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QD1695_SP_SET: METAL PIPE IMBEDDED IN GROUND
 QD1695_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QD1695_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD1695
 QD1695  HISTORY     - Date     Condition        Report By
 QD1695  HISTORY     - 1979     MONUMENTED       OR-017
 QD1695
 QD1695                          STATION DESCRIPTION
 QD1695
 QD1695'DESCRIBED BY DESCHUTES COUNTY OREGON 1979 (JAK)
 QD1695'THE STATION IS ABOUT 4.5 MILES EAST OF BEND ON THE WEST SIDE OF
 QD1695'EAGLES ROAD.
 QD1695'
 QD1695'TO REACH THE STATION FROM THE COURTHOUSE IN BEND, GO EAST ON
 QD1695'GREENWOOD AVENUE AND HIGHWAY 20 FOR 2.5 MILES TO THE JUNCTION WITH
 QD1695'DENSER ROAD.  TURN LEFT AND GO NORTH ON DENSER ROAD FOR 0.8 MILES TO
 QD1695'THE JUNCTION WITH NEFF ROAD.  TURN RIGHT AND GO EAST ON NEFF ROAD
 QD1695'FOR 0.5 MILES TO THE JUNCTION WITH EAGLES ROAD.  TURN LEFT AND GO
 QD1695'NORTH ON EAGLES ROAD 0.7 MILES TO THE STATION.
 QD1695'
 QD1695'STATION IS A STANDARD DESCHUTES COUNTY DISK STAMPED---E-010 1979---.
 QD1695'THE DISK IS SET IN CONCRETE, INSIDE A 4 INCH WATER PIPE WHICH
 QD1695'PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 9 FEET WEST OF THE EDGE OF
 QD1695'PAVEMENT.  IT IS 35 FEET SOUTH OF A 12 INCH CORRUGATED METAL PIPE.
 QD1695'IT IS 57 FEET NORTH OF POWER POLE NUMBER BN-28.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1693 ***********************************************************************
 QD1693  DESIGNATION -  E 020
 QD1693  PID         -  QD1693
 QD1693  STATE/COUNTY-  OR/DESCHUTES
 QD1693  USGS QUAD   -  BEND (1981)
 QD1693
 QD1693                         *CURRENT SURVEY CONTROL
 QD1693  ___________________________________________________________________
 QD1693* NAD 83(1991)-  44 04 56.18887(N)    121 15 12.99879(W)     ADJUSTED  
 QD1693* NAVD 88     -      1072.7    (meters)    3519.     (feet)  VERTCON   
 QD1693  ___________________________________________________________________
 QD1693  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 QD1693  GEOID HEIGHT-         -20.97  (meters)                     GEOID03
 QD1693  HORZ ORDER  -  SECOND
 QD1693
 QD1693.The horizontal coordinates were established by classical geodetic methods
 QD1693.and adjusted by the National Geodetic Survey in October 1991.
 QD1693
 QD1693.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1693.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1693
 QD1693.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1693
 QD1693.The geoid height was determined by GEOID03.
 QD1693
 QD1693;                    North         East     Units Scale Factor Converg.
 QD1693;SPC OR S     -   268,617.158 1,439,638.827   MT  1.00002195   -0 30 56.1
 QD1693;SPC OR S     -   881,289.89  4,723,224.50   iFT  1.00002195   -0 30 56.1
 QD1693;UTM  10      - 4,882,493.663   639,822.303   MT  0.99984045   +1 12 54.5
 QD1693
 QD1693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1693!SPC OR S     -   0.99983512  x   1.00002195  =   0.99985706
 QD1693!UTM  10      -   0.99983512  x   0.99984045  =   0.99967559
 QD1693
 QD1693:                Primary Azimuth Mark                     Grid Az
 QD1693:SPC OR S     -  E 030                                    017 09 51.4
 QD1693:UTM  10      -  E 030                                    015 26 00.8
 QD1693
 QD1693|---------------------------------------------------------------------|
 QD1693| PID    Reference Object                     Distance      Geod. Az  |
 QD1693|                                                           dddmmss.s |
 QD1693| QD1690 E 030                               APPROX. 0.6 KM 0163855.3 |
 QD1693|---------------------------------------------------------------------|
 QD1693
 QD1693                          SUPERSEDED SURVEY CONTROL
 QD1693
 QD1693  NAD 83(1986)-  44 04 56.19510(N)    121 15 13.00208(W) AD(       ) 2
 QD1693  NAD 27      -  44 04 56.77418(N)    121 15 08.89249(W) AD(       ) 2
 QD1693  NGVD 29 (07/19/86) 1071.5    (m)         3515.     (f) VERT ANG    3  
 QD1693
 QD1693.Superseded values are not recommended for survey control.
 QD1693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1693.See file dsdata.txt to determine how the superseded data were derived.
 QD1693
 QD1693_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP3982282494(NAD 83)
 QD1693_MARKER: DD = SURVEY DISK
 QD1693_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QD1693_SP_SET: METAL PIPE IMBEDDED IN GROUND
 QD1693_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QD1693_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD1693
 QD1693  HISTORY     - Date     Condition        Report By
 QD1693  HISTORY     - 1979     MONUMENTED       OR-017
 QD1693
 QD1693                          STATION DESCRIPTION
 QD1693
 QD1693'DESCRIBED BY DESCHUTES COUNTY OREGON 1979 (JAK)
 QD1693'THE STATION IS ABOUT 5.0 MILES EAST OF BEND ON THE EAST SIDE
 QD1693'OF EAGLES ROAD.
 QD1693'
 QD1693'TO REACH THE STATION FROM THE COURTHOUSE IN BEND, GO EAST ON
 QD1693'GREENWOOD AVENUE AND HIGHWAY 20 FOR 2.5 MILES TO THE JUNCTION WITH
 QD1693'DENSER ROAD.  TURN LEFT AND GO NORTH ON DENSER ROAD FOR 0.8 MILES TO
 QD1693'THE JUNCTION WITH NEFF ROAD.  TURN RIGHT AND GO EAST ON NEFF ROAD
 QD1693'FOR 0.5 MILES TO THE JUNCTION WITH EAGLES ROAD.  TURN LEFT AND GO
 QD1693'NORTH ON EAGLES ROAD FOR 1.2 MILES TO THE STATION.
 QD1693'
 QD1693'STATION IS A STANDARD DESCHUTES COUNTY DISK STAMPED---E-020 1979---.
 QD1693'THE DISK IS SET IN CONCRETE, INSIDE A 7 INCH PIPE.  IT IS 7 FEET
 QD1693'EAST OF THE EDGE OF PAVEMENT.  IT IS 150 FEET NORTH OF KEYTE LANE.
 QD1693'IT IS 55 FEET NORTH OF DIRT ROAD WHICH GOES TO A HOUSE ON THE WEST
 QD1693'SIDE OF THE ROAD, ADDRESS 62845.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1690 ***********************************************************************
 QD1690  DESIGNATION -  E 030
 QD1690  PID         -  QD1690
 QD1690  STATE/COUNTY-  OR/DESCHUTES
 QD1690  USGS QUAD   -  BEND (1981)
 QD1690
 QD1690                         *CURRENT SURVEY CONTROL
 QD1690  ___________________________________________________________________
 QD1690* NAD 83(1991)-  44 05 14.76723(N)    121 15 05.29090(W)     ADJUSTED  
 QD1690* NAVD 88     -      1067.8    (meters)    3503.     (feet)  VERTCON   
 QD1690  ___________________________________________________________________
 QD1690  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 QD1690  GEOID HEIGHT-         -20.98  (meters)                     GEOID03
 QD1690  HORZ ORDER  -  SECOND
 QD1690
 QD1690.The horizontal coordinates were established by classical geodetic methods
 QD1690.and adjusted by the National Geodetic Survey in October 1991.
 QD1690
 QD1690.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1690.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1690
 QD1690.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1690
 QD1690.The geoid height was determined by GEOID03.
 QD1690
 QD1690;                    North         East     Units Scale Factor Converg.
 QD1690;SPC OR S     -   269,189.027 1,439,815.460   MT  1.00002340   -0 30 50.8
 QD1690;SPC OR S     -   883,166.10  4,723,804.00   iFT  1.00002340   -0 30 50.8
 QD1690;UTM  10      - 4,883,070.501   639,981.554   MT  0.99984100   +1 13 00.3
 QD1690
 QD1690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1690!SPC OR S     -   0.99983589  x   1.00002340  =   0.99985928
 QD1690!UTM  10      -   0.99983589  x   0.99984100  =   0.99967691
 QD1690
 QD1690:                Primary Azimuth Mark                     Grid Az
 QD1690:SPC OR S     -  E 040                                    271 02 41.7
 QD1690:UTM  10      -  E 040                                    269 18 50.6
 QD1690
 QD1690|---------------------------------------------------------------------|
 QD1690| PID    Reference Object                     Distance      Geod. Az  |
 QD1690|                                                           dddmmss.s |
 QD1690| QD1699 E 040                               APPROX. 0.6 KM 2703150.9 |
 QD1690|---------------------------------------------------------------------|
 QD1690
 QD1690                          SUPERSEDED SURVEY CONTROL
 QD1690
 QD1690  NAD 83(1986)-  44 05 14.77314(N)    121 15 05.29422(W) AD(       ) 2
 QD1690  NAD 27      -  44 05 15.35225(N)    121 15 01.18444(W) AD(       ) 2
 QD1690  NGVD 29 (07/19/86) 1066.6    (m)         3499.     (f) VERT ANG    3  
 QD1690
 QD1690.Superseded values are not recommended for survey control.
 QD1690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1690.See file dsdata.txt to determine how the superseded data were derived.
 QD1690
 QD1690_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP3998283071(NAD 83)
 QD1690_MARKER: DD = SURVEY DISK
 QD1690_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QD1690_SP_SET: METAL PIPE IMBEDDED IN GROUND
 QD1690_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QD1690_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD1690
 QD1690  HISTORY     - Date     Condition        Report By
 QD1690  HISTORY     - 1979     MONUMENTED       OR-017
 QD1690
 QD1690                          STATION DESCRIPTION
 QD1690
 QD1690'DESCRIBED BY DESCHUTES COUNTY OREGON 1979 (JAK)
 QD1690'THE STATION IS ABOUT 5.4 MILES EAST OF BEND ON THE SOUTH SIDE
 QD1690'OF BUTLER MARKET ROAD.
 QD1690'
 QD1690'TO REACH THE STATION FROM THE COURTHOUSE IN BEND, GO EAST ON
 QD1690'GREENWOOD AVENUE AND HIGHWAY 20 FOR 2.5 MILES TO THE JUNCTION WITH
 QD1690'DENSER ROAD.  TURN LEFT AND GO NORTH ON DENSER ROAD FOR 2.2 MILES
 QD1690'TO THE JUNCTION WITH BUTLER MARKET ROAD.  TURN RIGHT AND GO EAST ON
 QD1690'BUTLER MARKET ROAD FOR 0.7 MILES TO THE STATION.
 QD1690'
 QD1690'STATION IS A STANDARD DESCHUTES COUNTY DISK STAMPED---E-030 1979---.
 QD1690'THE DISK IS SET IN CONCRETE, INSIDE A 7 INCH PIPE.  IT IS 7 FEET
 QD1690'SOUTH OF THE EDGE OF PAVEMENT IN A DITCH RIDERS ROAD.  IT IS 2 FEET
 QD1690'WEST OF CENTERLINE OF DITCH RIDERS ROAD.  IT IS 20 FEET EAST OF A 36
 QD1690'INCH CORRUGATED METAL PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1699 ***********************************************************************
 QD1699  DESIGNATION -  E 040
 QD1699  PID         -  QD1699
 QD1699  STATE/COUNTY-  OR/DESCHUTES
 QD1699  USGS QUAD   -  BEND (1981)
 QD1699
 QD1699                         *CURRENT SURVEY CONTROL
 QD1699  ___________________________________________________________________
 QD1699* NAD 83(1991)-  44 05 14.94065(N)    121 15 31.38442(W)     ADJUSTED  
 QD1699* NAVD 88     -      1062.2    (meters)    3485.     (feet)  VERTCON   
 QD1699  ___________________________________________________________________
 QD1699  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 QD1699  GEOID HEIGHT-         -20.98  (meters)                     GEOID03
 QD1699  HORZ ORDER  -  SECOND
 QD1699
 QD1699.The horizontal coordinates were established by classical geodetic methods
 QD1699.and adjusted by the National Geodetic Survey in October 1991.
 QD1699
 QD1699.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1699.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1699
 QD1699.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1699
 QD1699.The geoid height was determined by GEOID03.
 QD1699
 QD1699;                    North         East     Units Scale Factor Converg.
 QD1699;SPC OR S     -   269,199.614 1,439,235.022   MT  1.00002341   -0 31 08.7
 QD1699;SPC OR S     -   883,200.83  4,721,899.68   iFT  1.00002341   -0 31 08.7
 QD1699;UTM  10      - 4,883,063.553   639,401.168   MT  0.99983900   +1 12 42.1
 QD1699
 QD1699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1699!SPC OR S     -   0.99983677  x   1.00002341  =   0.99986017
 QD1699!UTM  10      -   0.99983677  x   0.99983900  =   0.99967579
 QD1699
 QD1699:                Primary Azimuth Mark                     Grid Az
 QD1699:SPC OR S     -  E 030                                    091 02 41.5
 QD1699:UTM  10      -  E 030                                    089 18 50.7
 QD1699
 QD1699|---------------------------------------------------------------------|
 QD1699| PID    Reference Object                     Distance      Geod. Az  |
 QD1699|                                                           dddmmss.s |
 QD1699| QD1690 E 030                               APPROX. 0.6 KM 0903132.8 |
 QD1699|---------------------------------------------------------------------|
 QD1699
 QD1699                          SUPERSEDED SURVEY CONTROL
 QD1699
 QD1699  NAD 83(1986)-  44 05 14.94665(N)    121 15 31.38771(W) AD(       ) 2
 QD1699  NAD 27      -  44 05 15.52605(N)    121 15 27.27726(W) AD(       ) 2
 QD1699  NGVD 29 (07/19/86) 1061.0    (m)         3481.     (f) VERT ANG    3  
 QD1699
 QD1699.Superseded values are not recommended for survey control.
 QD1699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1699.See file dsdata.txt to determine how the superseded data were derived.
 QD1699
 QD1699_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP3940183064(NAD 83)
 QD1699_MARKER: DD = SURVEY DISK
 QD1699_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 QD1699_SP_SET: OBJECT IMBEDDED IN GROUND
 QD1699_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QD1699_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD1699
 QD1699  HISTORY     - Date     Condition        Report By
 QD1699  HISTORY     - 1975     MONUMENTED       OR-017
 QD1699
 QD1699                          STATION DESCRIPTION
 QD1699
 QD1699'DESCRIBED BY DESCHUTES COUNTY OREGON 1975 (JAK)
 QD1699'THE STATION IS ABOUT 5.0 MILES EAST OF BEND IN THE SOUTH BOUND
 QD1699'DRIVING LANE OF DESCHUTES MARKET ROAD.
 QD1699'
 QD1699'TO REACH THE STATION FROM THE COURTHOUSE IN BEND, GO EAST ON
 QD1699'GREENWOOD AVENUE AND HIGHWAY 20 FOR 2.5 MILES TO THE JUNCTION WITH
 QD1699'DENSER ROAD.  TURN LEFT AND GO NORTH ON DENSER ROAD FOR 2.2 MILES TO
 QD1699'THE JUNCTION WITH BUTLER MARKET ROAD.  TURN RIGHT AND GO EAST ON
 QD1699'BUTLER MARKET ROAD FOR 0.3 MILES TO THE JUNCTION WITH DESCHUTES
 QD1699'MARKET ROAD AND THE STATION.
 QD1699'
 QD1699'STATION IS A STANDARD BRASS CAP STAMPED---T. 17 S., R.12E., W 1/16,
 QD1699'1975, LS 540---.
 QD1699'THE DISK IS SET IN A MONUMENT BOX WITH NO MARKINGS ON THE COVER.  IT
 QD1699'IS 38 FEET NORTH OF THE CENTERLINE OF BUTLER MARKET ROAD.  IT IS 12
 QD1699'FEET WEST OF THE CENTERLINE OF DESCHUTES MARKET ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1698 ***********************************************************************
 QD1698  DESIGNATION -  E 050
 QD1698  PID         -  QD1698
 QD1698  STATE/COUNTY-  OR/DESCHUTES
 QD1698  USGS QUAD   -  BEND (1981)
 QD1698
 QD1698                         *CURRENT SURVEY CONTROL
 QD1698  ___________________________________________________________________
 QD1698* NAD 83(1991)-  44 06 02.75639(N)    121 15 30.90313(W)     ADJUSTED  
 QD1698* NAVD 88     -      1045.9    (meters)    3431.     (feet)  VERTCON   
 QD1698  ___________________________________________________________________
 QD1698  LAPLACE CORR-           1.58  (seconds)                    DEFLEC99
 QD1698  GEOID HEIGHT-         -21.01  (meters)                     GEOID03
 QD1698  HORZ ORDER  -  SECOND
 QD1698
 QD1698.The horizontal coordinates were established by classical geodetic methods
 QD1698.and adjusted by the National Geodetic Survey in October 1991.
 QD1698
 QD1698.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1698.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1698
 QD1698.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1698
 QD1698.The geoid height was determined by GEOID03.
 QD1698
 QD1698;                    North         East     Units Scale Factor Converg.
 QD1698;SPC OR S     -   270,675.328 1,439,259.098   MT  1.00002717   -0 31 08.3
 QD1698;SPC OR S     -   888,042.41  4,721,978.67   iFT  1.00002717   -0 31 08.3
 QD1698;UTM  10      - 4,884,539.045   639,380.661   MT  0.99983893   +1 12 43.5
 QD1698
 QD1698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1698!SPC OR S     -   0.99983933  x   1.00002717  =   0.99986649
 QD1698!UTM  10      -   0.99983933  x   0.99983893  =   0.99967828
 QD1698
 QD1698:                Primary Azimuth Mark                     Grid Az
 QD1698:SPC OR S     -  BA 010                                   062 09 08.1
 QD1698:UTM  10      -  BA 010                                   060 25 16.3
 QD1698
 QD1698|---------------------------------------------------------------------|
 QD1698| PID    Reference Object                     Distance      Geod. Az  |
 QD1698|                                                           dddmmss.s |
 QD1698| QD1692 BA 010                              APPROX. 0.6 KM 0613759.8 |
 QD1698|---------------------------------------------------------------------|
 QD1698
 QD1698                          SUPERSEDED SURVEY CONTROL
 QD1698
 QD1698  NAD 83(1986)-  44 06 02.76239(N)    121 15 30.90628(W) AD(       ) 2
 QD1698  NAD 27      -  44 06 03.34220(N)    121 15 26.79468(W) AD(       ) 2
 QD1698  NGVD 29 (07/19/86) 1044.7    (m)         3427.     (f) VERT ANG    3  
 QD1698
 QD1698.Superseded values are not recommended for survey control.
 QD1698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1698.See file dsdata.txt to determine how the superseded data were derived.
 QD1698
 QD1698_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP3938184539(NAD 83)
 QD1698_MARKER: DD = SURVEY DISK
 QD1698_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QD1698_SP_SET: METAL PIPE IMBEDDED IN GROUND
 QD1698_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QD1698_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD1698
 QD1698  HISTORY     - Date     Condition        Report By
 QD1698  HISTORY     - 1979     MONUMENTED       OR-017
 QD1698
 QD1698                          STATION DESCRIPTION
 QD1698
 QD1698'DESCRIBED BY DESCHUTES COUNTY OREGON 1979 (JAK)
 QD1698'THE STATION IS ABOUT 5.9 MILES EAST OF BEND ON THE EAST SIDE OF
 QD1698'DESCHUTES ROAD.
 QD1698'
 QD1698'TO REACH THE STATION FROM THE COURTHOUSE IN BEND, GO EAST ON
 QD1698'GREENWOOD AVENUE AND HIGHWAY 20, FOR 2.5 MILES TO THE JUNCTION WITH
 QD1698'DENSER ROAD.  TURN LEFT AND GO NORTH ON DENSER ROAD FOR 2.2 MILES TO
 QD1698'THE JUNCTION WITH BUTLER MARKET ROAD.  TURN RIGHT AND GO EAST ON
 QD1698'BUTLER MARKET ROAD FOR 0.3 MILES TO THE JUNCTION WITH DESCHUTES ROAD.
 QD1698'TURN LEFT AND GO NORTH ON DESCHUTES ROAD FOR 0.9 MILES TO THE STATION.
 QD1698'
 QD1698'STATION IS A STANDARD DESCHUTES COUNTY DISK STAMPED---E-050 1979---.
 QD1698'THE DISK IS SET IN CONCRETE, INSIDE A 4 INCH WATER PIPE WHICH
 QD1698'PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 10.5 FEET EAST OF THE EDGE
 QD1698'OF PAVEMENT IN THE DITCH LINE. IT IS 50 FEET SOUTH OF CINDERED
 QD1698'DRIVEWAY, ADDRESS 63360.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0527 ***********************************************************************
 RD0527  DESIGNATION -  E 101
 RD0527  PID         -  RD0527
 RD0527  STATE/COUNTY-  OR/MULTNOMAH
 RD0527  USGS QUAD   -  SAUVIE ISLAND (1990)
 RD0527
 RD0527                         *CURRENT SURVEY CONTROL
 RD0527  ___________________________________________________________________
 RD0527* NAD 83(1986)-  45 37 46.     (N)    122 49 22.     (W)     SCALED    
 RD0527* NAVD 88     -        25.892  (meters)      84.95   (feet)  POSTED    
 RD0527  ___________________________________________________________________
 RD0527  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 RD0527  DYNAMIC HT  -          25.890 (meters)      84.94  (feet)  COMP
 RD0527  MODELED GRAV-     980,625.7   (mgal)                       NAVD 88
 RD0527
 RD0527  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 RD0527
 RD0527.The horizontal coordinates were scaled from a topographic map and have
 RD0527.an estimated accuracy of +/- 6 seconds.
 RD0527
 RD0527.The orthometric height was determined by differential leveling
 RD0527.and adjusted by the  in 1992.
 RD0527.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 RD0527.rate of 2.1 thru 3.0 mm/km.
 RD0527
 RD0527.The geoid height was determined by GEOID03.
 RD0527
 RD0527.The dynamic height is computed by dividing the NAVD 88
 RD0527.geopotential number by the normal gravity value computed on the
 RD0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0527.degrees latitude (g = 980.6199 gals.).
 RD0527
 RD0527.The modeled gravity was interpolated from observed gravity values.
 RD0527
 RD0527;                    North         East    Units  Estimated Accuracy
 RD0527;SPC OR N     -   220,710.    2,318,910.      MT  (+/- 180 meters Scaled)
 RD0527
 RD0527                          SUPERSEDED SURVEY CONTROL
 RD0527
 RD0527  NGVD 29 (??/??/92)   24.863  (m)           81.57   (f) ADJ UNCH    1 2
 RD0527
 RD0527.Superseded values are not recommended for survey control.
 RD0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0527.See file dsdata.txt to determine how the superseded data were derived.
 RD0527
 RD0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER138528(NAD 83)
 RD0527_MARKER: DD = SURVEY DISK
 RD0527_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RD0527_SP_SET: BRIDGE
 RD0527_STAMPING: 81 E 101 1932
 RD0527_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RD0527
 RD0527  HISTORY     - Date     Condition        Report By
 RD0527  HISTORY     - 1932     MONUMENTED       ORDT
 RD0527  HISTORY     - 1933     GOOD             ORDT
 RD0527  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 RD0527  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 RD0527  HISTORY     - 19940628 MARK NOT FOUND   USPSQD
 RD0527
 RD0527                          STATION DESCRIPTION
 RD0527
 RD0527'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1933
 RD0527'2.8 MI N FROM LINNTON.
 RD0527'ABOUT 2.8 MILES NORTH ALONG THE COLUMBIA RIVER HIGHWAY FROM LINNTON,
 RD0527'MULTNOMAH COUNTY, AT THE SOUTHEAST CORNER OF A CONCRETE BRIDGE NEAR A
 RD0527'LUMBER MILL, ABOUT 10 FEET NORTH OF THE SOUTH END OF THE PARAPET AND
 RD0527'IN THE TOP SURFACE.  AN OREGON STATE HIGHWAY DEPARTMENT STANDARD DISK
 RD0527'STAMPED 81 E 101 1932.
 RD0527
 RD0527                          STATION RECOVERY (1989)
 RD0527
 RD0527'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RD0527'MARK NOT FOUND.
 RD0527
 RD0527                          STATION RECOVERY (1990)
 RD0527
 RD0527'RECOVERY NOTE BY US POWER SQUADRON 1990 (FV)
 RD0527'MARK NOT FOUND.
 RD0527
 RD0527                          STATION RECOVERY (1994)
 RD0527
 RD0527'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD0527'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0522 ***********************************************************************
 RB0522  DESIGNATION -  E 102
 RB0522  PID         -  RB0522
 RB0522  STATE/COUNTY-  OR/UMATILLA
 RB0522  USGS QUAD   -  JUNIPER (1993)
 RB0522
 RB0522                         *CURRENT SURVEY CONTROL
 RB0522  ___________________________________________________________________
 RB0522* NAD 83(1986)-  45 57 29.     (N)    119 02 11.     (W)     SCALED    
 RB0522* NAVD 88     -       103.788  (meters)     340.51   (feet)  ADJUSTED  
 RB0522  ___________________________________________________________________
 RB0522  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 RB0522  DYNAMIC HT  -         103.787 (meters)     340.51  (feet)  COMP
 RB0522  MODELED GRAV-     980,603.8   (mgal)                       NAVD 88
 RB0522
 RB0522  VERT ORDER  -  FIRST     CLASS II
 RB0522
 RB0522.The horizontal coordinates were scaled from a topographic map and have
 RB0522.an estimated accuracy of +/- 6 seconds.
 RB0522
 RB0522.The orthometric height was determined by differential leveling
 RB0522.and adjusted in June 1991.
 RB0522
 RB0522.The geoid height was determined by GEOID03.
 RB0522
 RB0522.The dynamic height is computed by dividing the NAVD 88
 RB0522.geopotential number by the normal gravity value computed on the
 RB0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0522.degrees latitude (g = 980.6199 gals.).
 RB0522
 RB0522.The modeled gravity was interpolated from observed gravity values.
 RB0522
 RB0522;                    North         East    Units  Estimated Accuracy
 RB0522;SPC OR N     -   255,660.    2,613,450.      MT  (+/- 180 meters Scaled)
 RB0522
 RB0522                          SUPERSEDED SURVEY CONTROL
 RB0522
 RB0522  NGVD 29 (??/??/92)  102.772  (m)          337.18   (f) ADJ UNCH    1 2
 RB0522
 RB0522.Superseded values are not recommended for survey control.
 RB0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0522.See file dsdata.txt to determine how the superseded data were derived.
 RB0522
 RB0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL422914(NAD 83)
 RB0522_MARKER: DD = SURVEY DISK
 RB0522_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RB0522_SP_SET: GUARDRAIL BASE
 RB0522_STAMPING: 337.3 E 102 1933
 RB0522_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RB0522
 RB0522  HISTORY     - Date     Condition        Report By
 RB0522  HISTORY     - 1933     MONUMENTED       ORDT
 RB0522  HISTORY     - 1943     GOOD             NGS
 RB0522
 RB0522                          STATION DESCRIPTION
 RB0522
 RB0522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 RB0522'6.0 MI NE FROM COLD SPRINGS.
 RB0522'6.0 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM COLD
 RB0522'SPRINGS, AT RAILWAY MILEAGE 200, AT HIGHWAY MILEAGE 207.25, 103 FEET
 RB0522'SOUTH OF THE SOUTH RAIL OF THE TRACK, AT THE HIGHWAY BRIDGE OVER
 RB0522'JUNIPER CANYON, IN THE TOP OF THE WEST END OF THE NORTH GUARDRAIL
 RB0522'BASE, AND 15.7 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.  AN OREGON
 RB0522'STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED 337.3 E 102 1933.
 RB0522'NOTE-- REPORT INUNDATED BY WATERS OF COLUMBIA RIVER IN 1968.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0855 ***********************************************************************
 RD0855  DESIGNATION -  E 103 RESET 3
 RD0855  PID         -  RD0855
 RD0855  STATE/COUNTY-  OR/YAMHILL
 RD0855  USGS QUAD   -  MC MINNVILLE (1992)
 RD0855
 RD0855                         *CURRENT SURVEY CONTROL
 RD0855  ___________________________________________________________________
 RD0855* NAD 83(1986)-  45 12 41.     (N)    123 11 37.     (W)     SCALED    
 RD0855* NAVD 88     -        48.62   (meters)     159.5    (feet)  RESET     
 RD0855  ___________________________________________________________________
 RD0855  GEOID HEIGHT-         -21.99  (meters)                     GEOID03
 RD0855  VERT ORDER  -  THIRD
 RD0855
 RD0855.The horizontal coordinates were scaled from a topographic map and have
 RD0855.an estimated accuracy of +/- 6 seconds.
 RD0855
 RD0855.The orthometric height was computed from unverified reset data.
 RD0855
 RD0855.The geoid height was determined by GEOID03.
 RD0855
 RD0855;                    North         East    Units  Estimated Accuracy
 RD0855;SPC OR N     -   175,180.    2,288,460.      MT  (+/- 180 meters Scaled)
 RD0855
 RD0855                          SUPERSEDED SURVEY CONTROL
 RD0855
 RD0855.No superseded survey control is available for this station.
 RD0855
 RD0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR847064(NAD 83)
 RD0855_MARKER: DB = BENCH MARK DISK
 RD0855_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD0855_SP_SET: CURB
 RD0855_STAMPING: E 103 USGS RS 157 RESET 1965
 RD0855_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0855
 RD0855  HISTORY     - Date     Condition        Report By
 RD0855  HISTORY     - 1965     MONUMENTED       CGS
 RD0855  HISTORY     - 1967     GOOD             NGS
 RD0855  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 RD0855  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 RD0855  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 RD0855
 RD0855                          STATION DESCRIPTION
 RD0855
 RD0855'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 RD0855'IN MCMINNVILLE.
 RD0855'AT MCMINNVILLE AT THE INTERSECTION OF FIFTH STREET AND EVANS STREET,
 RD0855'CEMENTED IN A DRILL HOLE IN THE CURB, 24 FEET NORTHEAST OF THE
 RD0855'NORTHEAST CORNER OF THE GENERAL HOSPITAL, 21 FEET WEST OF THE CENTER
 RD0855'OF EVANS STREET AND 19 FEET SOUTH OF THE CENTER OF FIFTH STREET.
 RD0855
 RD0855                          STATION RECOVERY (1989)
 RD0855
 RD0855'RECOVERY NOTE BY US POWER SQUADRON 1989 (AES)
 RD0855'MARK NOT FOUND.
 RD0855
 RD0855                          STATION RECOVERY (1990)
 RD0855
 RD0855'RECOVERY NOTE BY US POWER SQUADRON 1990 (KRN)
 RD0855'MARK NOT FOUND.
 RD0855
 RD0855                          STATION RECOVERY (1990)
 RD0855
 RD0855'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCB)
 RD0855'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0509 ***********************************************************************
 RD0509  DESIGNATION -  E 104
 RD0509  PID         -  RD0509
 RD0509  STATE/COUNTY-  OR/MULTNOMAH
 RD0509  USGS QUAD   -  LINNTON (1990)
 RD0509
 RD0509                         *CURRENT SURVEY CONTROL
 RD0509  ___________________________________________________________________
 RD0509* NAD 83(1986)-  45 35 00.     (N)    122 46 03.     (W)     SCALED    
 RD0509* NAVD 88     -        15.649  (meters)      51.34   (feet)  POSTED    
 RD0509  ___________________________________________________________________
 RD0509  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 RD0509  DYNAMIC HT  -          15.650 (meters)      51.34  (feet)  COMP
 RD0509  MODELED GRAV-     980,621.2   (mgal)                       NAVD 88
 RD0509
 RD0509  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 RD0509
 RD0509.The horizontal coordinates were scaled from a topographic map and have
 RD0509.an estimated accuracy of +/- 6 seconds.
 RD0509
 RD0509.The orthometric height was determined by differential leveling
 RD0509.and adjusted by the  in 1992.
 RD0509.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 RD0509.rate of 1.1 thru 2.0 mm/km.
 RD0509
 RD0509.The geoid height was determined by GEOID03.
 RD0509
 RD0509.The dynamic height is computed by dividing the NAVD 88
 RD0509.geopotential number by the normal gravity value computed on the
 RD0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0509.degrees latitude (g = 980.6199 gals.).
 RD0509
 RD0509.The modeled gravity was interpolated from observed gravity values.
 RD0509
 RD0509;                    North         East    Units  Estimated Accuracy
 RD0509;SPC OR N     -   215,470.    2,323,080.      MT  (+/- 180 meters Scaled)
 RD0509
 RD0509                          SUPERSEDED SURVEY CONTROL
 RD0509
 RD0509  NGVD 29 (??/??/92)   14.607  (m)           47.92   (f) ADJ UNCH    1 2
 RD0509
 RD0509.Superseded values are not recommended for survey control.
 RD0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0509.See file dsdata.txt to determine how the superseded data were derived.
 RD0509
 RD0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER181477(NAD 83)
 RD0509_MARKER: DB = BENCH MARK DISK
 RD0509_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD0509_SP_SET: CONCRETE BASE
 RD0509_STAMPING: E 104 1933
 RD0509_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0509
 RD0509  HISTORY     - Date     Condition        Report By
 RD0509  HISTORY     - 1933     MONUMENTED       CGS
 RD0509  HISTORY     - 1934     GOOD             NGS
 RD0509  HISTORY     - 1990     GOOD             USPSQD
 RD0509  HISTORY     - 19940219 GOOD             USPSQD
 RD0509  HISTORY     - 20040426 MARK NOT FOUND   USPSQD
 RD0509
 RD0509                          STATION DESCRIPTION
 RD0509
 RD0509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RD0509'IN PORTLAND.
 RD0509'IN THE NORTHWEST PART OF PORTLAND SET IN THE CONCRETE BASE OF WEST
 RD0509'PIER OF ST. JOHNS BRIDGE OVER THE WILLAMETTE RIVER, 80 FEET EAST OF
 RD0509'N.W. ST. HELENS ROAD, NEAR N.E. CORNER OF PIER.
 RD0509
 RD0509                          STATION RECOVERY (1990)
 RD0509
 RD0509'RECOVERY NOTE BY US POWER SQUADRON 1990 (KRN)
 RD0509'RECOVERED IN GOOD CONDITION.
 RD0509
 RD0509                          STATION RECOVERY (1994)
 RD0509
 RD0509'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD0509'RECOVERED IN GOOD CONDITION.
 RD0509
 RD0509                          STATION RECOVERY (2004)
 RD0509
 RD0509'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 RD0509'EVIDENCE OF WHERE BENCH MARK WAS ATTACHED TO PIER BUT DISK NOT
 RD0509'RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0210 ***********************************************************************
 RD0210  DESIGNATION -  E 107
 RD0210  PID         -  RD0210
 RD0210  STATE/COUNTY-  OR/CLACKAMAS
 RD0210  USGS QUAD   -  SANDY (1985)
 RD0210
 RD0210                         *CURRENT SURVEY CONTROL
 RD0210  ___________________________________________________________________
 RD0210* NAD 83(1986)-  45 23 58.     (N)    122 16 35.     (W)     SCALED    
 RD0210* NAVD 88     -       276.877  (meters)     908.39   (feet)  ADJUSTED  
 RD0210  ___________________________________________________________________
 RD0210  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 RD0210  DYNAMIC HT  -         276.852 (meters)     908.31  (feet)  COMP
 RD0210  MODELED GRAV-     980,521.4   (mgal)                       NAVD 88
 RD0210
 RD0210  VERT ORDER  -  SECOND    CLASS 0
 RD0210
 RD0210.The horizontal coordinates were scaled from a topographic map and have
 RD0210.an estimated accuracy of +/- 6 seconds.
 RD0210
 RD0210.The orthometric height was determined by differential leveling
 RD0210.and adjusted in June 1991.
 RD0210
 RD0210.The geoid height was determined by GEOID03.
 RD0210
 RD0210.The dynamic height is computed by dividing the NAVD 88
 RD0210.geopotential number by the normal gravity value computed on the
 RD0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0210.degrees latitude (g = 980.6199 gals.).
 RD0210
 RD0210.The modeled gravity was interpolated from observed gravity values.
 RD0210
 RD0210;                    North         East    Units  Estimated Accuracy
 RD0210;SPC OR N     -   194,080.    2,360,940.      MT  (+/- 180 meters Scaled)
 RD0210
 RD0210                          SUPERSEDED SURVEY CONTROL
 RD0210
 RD0210  NGVD 29 (??/??/92)  275.820  (m)          904.92   (f) ADJ UNCH    2 0
 RD0210
 RD0210.Superseded values are not recommended for survey control.
 RD0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0210.See file dsdata.txt to determine how the superseded data were derived.
 RD0210
 RD0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER566275(NAD 83)
 RD0210_MARKER: DD = SURVEY DISK
 RD0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0210_STAMPING: E 107 1934 U.N.R.Y.
 RD0210_MARK LOGO: NONE  
 RD0210_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0210+STABILITY: SURFACE MOTION
 RD0210_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD0210+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2004
 RD0210
 RD0210  HISTORY     - Date     Condition        Report By
 RD0210  HISTORY     - 1934     MONUMENTED       CGS
 RD0210  HISTORY     - 1947     GOOD             NGS
 RD0210  HISTORY     - 1984     GOOD             USPSQD
 RD0210  HISTORY     - 20010807 GOOD             OR-005
 RD0210  HISTORY     - 20040810 GOOD             USPSQD
 RD0210
 RD0210                          STATION DESCRIPTION
 RD0210
 RD0210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 RD0210'0.6 MI W FROM SANDY.
 RD0210'0.6 MILE WEST ALONG STATE HIGHWAY 50 FROM THE COMMUNITY CHURCH AT
 RD0210'SANDY, ABOUT 115 YARDS WEST OF A HIGHWAY MOTOR TRUCK SCALES, IN THE
 RD0210'SOUTHWEST CORNER OF THE FRONT LAWN OF THE SEVEN-DAY ADVENTIST CHURCH,
 RD0210'44.5 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 31.6 FEET SOUTH OF
 RD0210'THE SOUTHWEST CORNER OF THE CHURCH, 7 FEET NORTHEAST OF POWER LINE
 RD0210'POLE NO. D 2414689, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RD0210'0.6 FOOT ABOVE THE GROUND.
 RD0210
 RD0210                          STATION RECOVERY (1984)
 RD0210
 RD0210'RECOVERY NOTE BY US POWER SQUADRON 1984
 RD0210'DUE TO MANY CHANGES IN AREA, OLD DESC INADEQUATE. SHOULD BE NORTH
 RD0210'SIDE OF NEW US 26 HIGHWAY APPROXIMATELY 20 FEET EAST OF SOUTHEAST
 RD0210'CORNER OF FIRHILL CEMETARY ON SANDY ADVENTIST CENTER PROPERTY.
 RD0210
 RD0210                          STATION RECOVERY (2001)
 RD0210
 RD0210'RECOVERY NOTE BY CLACKAMAS COUNTY OREGON 2001 (CRC)
 RD0210'RECOVERED AS DESCRIBED
 RD0210
 RD0210                          STATION RECOVERY (2004)
 RD0210
 RD0210'RECOVERY NOTE BY US POWER SQUADRON 2004 (DLM)
 RD0210'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1469 ***********************************************************************
 RC1469  DESIGNATION -  E 109
 RC1469  PID         -  RC1469
 RC1469  STATE/COUNTY-  OR/HOOD RIVER
 RC1469  USGS QUAD   -  PARKDALE (1994)
 RC1469
 RC1469                         *CURRENT SURVEY CONTROL
 RC1469  ___________________________________________________________________
 RC1469* NAD 83(1986)-  45 37 01.     (N)    121 31 45.     (W)     SCALED    
 RC1469* NAVD 88     -       296.683  (meters)     973.37   (feet)  ADJUSTED  
 RC1469  ___________________________________________________________________
 RC1469  GEOID HEIGHT-         -21.43  (meters)                     GEOID03
 RC1469  DYNAMIC HT  -         296.653 (meters)     973.27  (feet)  COMP
 RC1469  MODELED GRAV-     980,508.5   (mgal)                       NAVD 88
 RC1469
 RC1469  VERT ORDER  -  SECOND    CLASS 0
 RC1469
 RC1469.The horizontal coordinates were scaled from a topographic map and have
 RC1469.an estimated accuracy of +/- 6 seconds.
 RC1469
 RC1469.The orthometric height was determined by differential leveling
 RC1469.and adjusted in June 1991.
 RC1469
 RC1469.The geoid height was determined by GEOID03.
 RC1469
 RC1469.The dynamic height is computed by dividing the NAVD 88
 RC1469.geopotential number by the normal gravity value computed on the
 RC1469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1469.degrees latitude (g = 980.6199 gals.).
 RC1469
 RC1469.The modeled gravity was interpolated from observed gravity values.
 RC1469
 RC1469;                    North         East    Units  Estimated Accuracy
 RC1469;SPC OR N     -   217,230.    2,419,740.      MT  (+/- 180 meters Scaled)
 RC1469
 RC1469                          SUPERSEDED SURVEY CONTROL
 RC1469
 RC1469  NGVD 29 (??/??/92)  295.64   (m)          969.9    (f) COMPUTED    2 0
 RC1469
 RC1469.Superseded values are not recommended for survey control.
 RC1469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1469.See file dsdata.txt to determine how the superseded data were derived.
 RC1469
 RC1469_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR146525(NAD 83)
 RC1469_MARKER: DB = BENCH MARK DISK
 RC1469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC1469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC1469_STAMPING: E 109 1934
 RC1469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1469+STABILITY: SURFACE MOTION
 RC1469
 RC1469  HISTORY     - Date     Condition        Report By
 RC1469  HISTORY     - 1934     MONUMENTED       CGS
 RC1469  HISTORY     - 1961     GOOD             NGS
 RC1469  HISTORY     - 1974     GOOD             NGS
 RC1469
 RC1469                          STATION DESCRIPTION
 RC1469
 RC1469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RC1469'6.3 MI N FROM MT. HOOD.
 RC1469'REACHED FROM THE POST OFFICE AT MT. HOOD GO NORTH ON STATE HIGHWAY 35
 RC1469'FOR 6.3 MILES TO A SHARP LEFT CURVE, LOCATED 29 FEET NORTH OF THE
 RC1469'CENTER OF THE HIGHWAY, 64 FEET WEST NORTHWEST OF MITS TAKASUMIS MAIL
 RC1469'BOX, AT THE NORTH EDGE LEADING TO TAKASUMIS HOME, AND 1 FOOT EAST OF A
 RC1469'METAL WITNESS POST.  NOTE-- ABOUT 6.25 MILES NORTH OF MT. HOOD ON THE
 RC1469'OLD MT. HOOD LOOP HIGHWAY, 0.75 MILES SOUTH OF ROAD LEADING WEST TO
 RC1469'ODELL.
 RC1469
 RC1469                          STATION RECOVERY (1974)
 RC1469
 RC1469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 RC1469'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1179 ***********************************************************************
 RC1179  DESIGNATION -  E 110
 RC1179  PID         -  RC1179
 RC1179  STATE/COUNTY-  OR/WASCO
 RC1179  USGS QUAD   -  MAUPIN SW (1962)
 RC1179
 RC1179                         *CURRENT SURVEY CONTROL
 RC1179  ___________________________________________________________________
 RC1179* NAD 83(1986)-  45 06 49.     (N)    121 07 48.     (W)     SCALED    
 RC1179* NAVD 88     -       288.304  (meters)     945.88   (feet)  ADJUSTED  
 RC1179  ___________________________________________________________________
 RC1179  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 RC1179  DYNAMIC HT  -         288.250 (meters)     945.70  (feet)  COMP
 RC1179  MODELED GRAV-     980,422.7   (mgal)                       NAVD 88
 RC1179
 RC1179  VERT ORDER  -  SECOND    CLASS 0
 RC1179
 RC1179.The horizontal coordinates were scaled from a topographic map and have
 RC1179.an estimated accuracy of +/- 6 seconds.
 RC1179
 RC1179.The orthometric height was determined by differential leveling
 RC1179.and adjusted in June 1991.
 RC1179
 RC1179.The geoid height was determined by GEOID03.
 RC1179
 RC1179.The dynamic height is computed by dividing the NAVD 88
 RC1179.geopotential number by the normal gravity value computed on the
 RC1179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1179.degrees latitude (g = 980.6199 gals.).
 RC1179
 RC1179.The modeled gravity was interpolated from observed gravity values.
 RC1179
 RC1179;                    North         East    Units  Estimated Accuracy
 RC1179;SPC OR N     -   160,980.    2,450,430.      MT  (+/- 180 meters Scaled)
 RC1179
 RC1179                          SUPERSEDED SURVEY CONTROL
 RC1179
 RC1179  NGVD 29 (??/??/92)  287.259  (m)          942.45   (f) ADJ UNCH    2 0
 RC1179
 RC1179.Superseded values are not recommended for survey control.
 RC1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1179.See file dsdata.txt to determine how the superseded data were derived.
 RC1179
 RC1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ470972(NAD 83)
 RC1179_MARKER: DB = BENCH MARK DISK
 RC1179_SETTING: 66 = SET IN ROCK OUTCROP
 RC1179_SP_SET: ROCK CUT
 RC1179_STAMPING: E 110 1934
 RC1179_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RC1179+STABILITY: POSITION/ELEVATION WELL
 RC1179
 RC1179  HISTORY     - Date     Condition        Report By
 RC1179  HISTORY     - 1934     MONUMENTED       CGS
 RC1179  HISTORY     - 1959     MARK NOT FOUND   NGS
 RC1179  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 RC1179
 RC1179                          STATION DESCRIPTION
 RC1179
 RC1179'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RC1179'5.5 MI S FROM MAUPIN.
 RC1179'5.5 MI. SOUTH ALONG O.W.R.R. AND N.CO., FROM STATION.  ALONG THE RIGHT
 RC1179'OF WAY OF THE OREGON-WASHINGTON RAILROAD AND NAVIGATION CO., 39 RAILS,
 RC1179'APPROXIMATELY 429 YARDS NORTH OF MILE POST 57, AT ROCK CUT, ON SOLID
 RC1179'BASALT SHELF, 10 1/2 FEET EAST OF TRACK, AND 2 1/2 FEET ABOVE GRADE.
 RC1179
 RC1179                          STATION RECOVERY (1959)
 RC1179
 RC1179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 RC1179'MARK NOT FOUND.
 RC1179
 RC1179                          STATION RECOVERY (1985)
 RC1179
 RC1179'RECOVERY NOTE BY US POWER SQUADRON 1985
 RC1179'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0719 ***********************************************************************
 QD0719  DESIGNATION -  E 111
 QD0719  PID         -  QD0719
 QD0719  STATE/COUNTY-  OR/DESCHUTES
 QD0719  USGS QUAD   -  REDMOND (1975)
 QD0719
 QD0719                         *CURRENT SURVEY CONTROL
 QD0719  ___________________________________________________________________
 QD0719* NAD 83(1986)-  44 21 01.     (N)    121 10 22.     (W)     SCALED    
 QD0719* NAVD 88     -       875.505  (meters)    2872.39   (feet)  ADJUSTED  
 QD0719  ___________________________________________________________________
 QD0719  GEOID HEIGHT-         -21.13  (meters)                     GEOID03
 QD0719  DYNAMIC HT  -         875.234 (meters)    2871.50  (feet)  COMP
 QD0719  MODELED GRAV-     980,279.4   (mgal)                       NAVD 88
 QD0719
 QD0719  VERT ORDER  -  SECOND    CLASS 0
 QD0719
 QD0719.The horizontal coordinates were scaled from a topographic map and have
 QD0719.an estimated accuracy of +/- 6 seconds.
 QD0719
 QD0719.The orthometric height was determined by differential leveling
 QD0719.and adjusted in June 1991.
 QD0719
 QD0719.The geoid height was determined by GEOID03.
 QD0719
 QD0719.The dynamic height is computed by dividing the NAVD 88
 QD0719.geopotential number by the normal gravity value computed on the
 QD0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0719.degrees latitude (g = 980.6199 gals.).
 QD0719
 QD0719.The modeled gravity was interpolated from observed gravity values.
 QD0719
 QD0719;                    North         East    Units  Estimated Accuracy
 QD0719;SPC OR S     -   298,340.    1,446,350.      MT  (+/- 180 meters Scaled)
 QD0719
 QD0719                          SUPERSEDED SURVEY CONTROL
 QD0719
 QD0719  NGVD 29 (??/??/92)  874.415  (m)         2868.81   (f) ADJ UNCH    2 0
 QD0719
 QD0719.Superseded values are not recommended for survey control.
 QD0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0719.See file dsdata.txt to determine how the superseded data were derived.
 QD0719
 QD0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ456124(NAD 83)
 QD0719_MARKER: DB = BENCH MARK DISK
 QD0719_SETTING: 0 = UNSPECIFIED SETTING
 QD0719_STAMPING: E-111 1934
 QD0719_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0719
 QD0719  HISTORY     - Date     Condition        Report By
 QD0719  HISTORY     - 1934     MONUMENTED       CGS
 QD0719  HISTORY     - 20020810 MARK NOT FOUND   USPSQD
 QD0719
 QD0719                          STATION DESCRIPTION
 QD0719
 QD0719'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QD0719'IN TERREBONNE.
 QD0719'ALONG THE RIGHT OF WAY OF THE OREGON-WASHINGTON NAVIGATION CO. AT
 QD0719'MILAGE 129.05, 66 FT. SOUTH OF RAILROAD STATION, 30 FT. EAST OF MAIN
 QD0719'TRACK, 3 1/2 FT. N.E. OF TELEGRAPH POST.
 QD0719
 QD0719                          STATION RECOVERY (2002)
 QD0719
 QD0719'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 QD0719' 
 QD0719' 
 QD0719' 
 QD0719' 
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0093 ***********************************************************************
 PB0093  DESIGNATION -  E 112
 PB0093  PID         -  PB0093
 PB0093  STATE/COUNTY-  OR/DESCHUTES
 PB0093  USGS QUAD   -  BROTHERS SW (1967)
 PB0093
 PB0093                         *CURRENT SURVEY CONTROL
 PB0093  ___________________________________________________________________
 PB0093* NAD 83(1986)-  43 50 57.     (N)    120 43 58.     (W)     SCALED    
 PB0093* NAVD 88     -      1336.218  (meters)    4383.91   (feet)  ADJUSTED  
 PB0093  ___________________________________________________________________
 PB0093  GEOID HEIGHT-         -20.05  (meters)                     GEOID03
 PB0093  DYNAMIC HT  -        1335.598 (meters)    4381.87  (feet)  COMP
 PB0093  MODELED GRAV-     980,108.5   (mgal)                       NAVD 88
 PB0093
 PB0093  VERT ORDER  -  FIRST     CLASS II
 PB0093
 PB0093.The horizontal coordinates were scaled from a topographic map and have
 PB0093.an estimated accuracy of +/- 6 seconds.
 PB0093
 PB0093.The orthometric height was determined by differential leveling
 PB0093.and adjusted in June 1991.
 PB0093
 PB0093.The geoid height was determined by GEOID03.
 PB0093
 PB0093.The dynamic height is computed by dividing the NAVD 88
 PB0093.geopotential number by the normal gravity value computed on the
 PB0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0093.degrees latitude (g = 980.6199 gals.).
 PB0093
 PB0093.The modeled gravity was interpolated from observed gravity values.
 PB0093
 PB0093;                    North         East    Units  Estimated Accuracy
 PB0093;SPC OR S     -   242,470.    1,481,280.      MT  (+/- 180 meters Scaled)
 PB0093
 PB0093                          SUPERSEDED SURVEY CONTROL
 PB0093
 PB0093  NGVD 29 (??/??/92) 1335.014  (m)         4379.96   (f) ADJ UNCH    1 2
 PB0093
 PB0093.Superseded values are not recommended for survey control.
 PB0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0093.See file dsdata.txt to determine how the superseded data were derived.
 PB0093
 PB0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP822576(NAD 83)
 PB0093_MARKER: DB = BENCH MARK DISK
 PB0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0093_STAMPING: E 112 1934
 PB0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0093+STABILITY: SURFACE MOTION
 PB0093
 PB0093  HISTORY     - Date     Condition        Report By
 PB0093  HISTORY     - 1934     MONUMENTED       CGS
 PB0093
 PB0093                          STATION DESCRIPTION
 PB0093
 PB0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PB0093'7.1 MI NW FROM BROTHERS.
 PB0093'ABOUT 7.1 MILES NORTHWEST ALONG THE CENTRAL OREGON HIGHWAY (U.S. 20)
 PB0093'FROM THE STORE AND SERVICE STATION AT BROTHERS, DESCHUTES COUNTY, AT
 PB0093'THE JUNCTION OF THE BEAR CREEK HIGHWAY (OREGON 27), NEAR THE CENTER OF
 PB0093'THE SOUTH LEG OF THE TRIANGLE AT THE JUNCTION, AND 50 FEET NORTH OF
 PB0093'THE CENTER LINE OF THE CENTRAL OREGON HIGHWAY.  A STANDARD DISK,
 PB0093'STAMPED E 112 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0458 ***********************************************************************
 QD0458  DESIGNATION -  E 113
 QD0458  PID         -  QD0458
 QD0458  STATE/COUNTY-  OR/WASCO
 QD0458  USGS QUAD   -  DONNYBROOK (1987)
 QD0458
 QD0458                         *CURRENT SURVEY CONTROL
 QD0458  ___________________________________________________________________
 QD0458* NAD 83(1986)-  44 52 00.     (N)    120 39 05.     (W)     SCALED    
 QD0458* NAVD 88     -       983.942  (meters)    3228.15   (feet)  ADJUSTED  
 QD0458  ___________________________________________________________________
 QD0458  GEOID HEIGHT-         -20.46  (meters)                     GEOID03
 QD0458  DYNAMIC HT  -         983.680 (meters)    3227.29  (feet)  COMP
 QD0458  MODELED GRAV-     980,317.6   (mgal)                       NAVD 88
 QD0458
 QD0458  VERT ORDER  -  FIRST     CLASS II
 QD0458
 QD0458.The horizontal coordinates were scaled from a topographic map and have
 QD0458.an estimated accuracy of +/- 6 seconds.
 QD0458
 QD0458.The orthometric height was determined by differential leveling
 QD0458.and adjusted in June 1991.
 QD0458
 QD0458.The geoid height was determined by GEOID03.
 QD0458
 QD0458.The dynamic height is computed by dividing the NAVD 88
 QD0458.geopotential number by the normal gravity value computed on the
 QD0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0458.degrees latitude (g = 980.6199 gals.).
 QD0458
 QD0458.The modeled gravity was interpolated from observed gravity values.
 QD0458
 QD0458;                    North         East    Units  Estimated Accuracy
 QD0458;SPC OR N     -   133,360.    2,488,040.      MT  (+/- 180 meters Scaled)
 QD0458
 QD0458                          SUPERSEDED SURVEY CONTROL
 QD0458
 QD0458  NGVD 29 (??/??/92)  982.830  (m)         3224.50   (f) ADJ UNCH    1 2
 QD0458
 QD0458.Superseded values are not recommended for survey control.
 QD0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0458.See file dsdata.txt to determine how the superseded data were derived.
 QD0458
 QD0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ855708(NAD 83)
 QD0458_MARKER: DB = BENCH MARK DISK
 QD0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD0458_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QD0458_STAMPING: E 113 1934
 QD0458_MARK LOGO: CGS   
 QD0458_PROJECTION: PROJECTING 9 CENTIMETERS
 QD0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0458+STABILITY: SURFACE MOTION
 QD0458
 QD0458  HISTORY     - Date     Condition        Report By
 QD0458  HISTORY     - 1934     MONUMENTED       CGS
 QD0458  HISTORY     - 1936     GOOD             NGS
 QD0458  HISTORY     - 1987     GOOD             NGS
 QD0458
 QD0458                          STATION DESCRIPTION
 QD0458
 QD0458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 QD0458'6.8 MI SE FROM ANTELOPE.
 QD0458'6.8 MILES SOUTHEAST OF ANTELOPE HOSECART HOUSE.  ALONG
 QD0458'MITCHELL-ANTELOPE ROAD.  AT JUNCTION OF MITCHELL-ANTELOPE VIA MUDDY
 QD0458'RANCH ROAD AND MITCHELL-ANTELOPE AND ASHWOOD ROAD.  1.2 MILES SOUTH OF
 QD0458'COLD CAMP.  70 FEET NORTHWEST OF JUNCTION SIDEBOARD.  37 FEET WEST OF
 QD0458'CENTER LINE OF ROAD.  5 FEET SOUTH OF GATE TO PASTURE.  1 FOOT EAST OF
 QD0458'FENCE LINE.
 QD0458
 QD0458                          STATION RECOVERY (1987)
 QD0458
 QD0458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QD0458'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  6.0 KM
 QD0458'(3.75 MI) EAST ALONG STATE HIGHWAY 218 FROM THE POST OFFICE IN
 QD0458'ANTELOPE, THENCE 4.6 KM (2.85 MI) SOUTH ALONG COLD CAMP ROAD TO THE
 QD0458'T-JUNCTION OF MUDDY ROAD, 8.7 M (28.5 FT) SOUTHWEST OF THE CENTER OF
 QD0458'COLD CAMP ROAD, 12.7 M (41.7 FT) NORTHWEST OF THE EXTENDED CENTER OF
 QD0458'MUDDY ROAD, 5.79 M (19.0 FT) SOUTHEAST OF TELEPHONE BOX C 8 80 F.
 QD0458'THE MARK IS 0.57 METERS  E FROM  A WITNESS POST
 QD0458'THE MARK IS 0.3 M BELOW COLD CAMP ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0321 ***********************************************************************
 PB0321  DESIGNATION -  E 114
 PB0321  PID         -  PB0321
 PB0321  STATE/COUNTY-  OR/LAKE
 PB0321  USGS QUAD   -  HAGER MTN (1968)
 PB0321
 PB0321                         *CURRENT SURVEY CONTROL
 PB0321  ___________________________________________________________________
 PB0321* NAD 83(1986)-  43 06 53.     (N)    121 03 13.     (W)     SCALED    
 PB0321* NAVD 88     -      1338.246  (meters)    4390.56   (feet)  ADJUSTED  
 PB0321  ___________________________________________________________________
 PB0321  GEOID HEIGHT-         -20.86  (meters)                     GEOID03
 PB0321  DYNAMIC HT  -        1337.524 (meters)    4388.19  (feet)  COMP
 PB0321  MODELED GRAV-     980,033.5   (mgal)                       NAVD 88
 PB0321
 PB0321  VERT ORDER  -  SECOND    CLASS 0
 PB0321
 PB0321.The horizontal coordinates were scaled from a topographic map and have
 PB0321.an estimated accuracy of +/- 6 seconds.
 PB0321
 PB0321.The orthometric height was determined by differential leveling
 PB0321.and adjusted in June 1991.
 PB0321
 PB0321.The geoid height was determined by GEOID03.
 PB0321
 PB0321.The dynamic height is computed by dividing the NAVD 88
 PB0321.geopotential number by the normal gravity value computed on the
 PB0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0321.degrees latitude (g = 980.6199 gals.).
 PB0321
 PB0321.The modeled gravity was interpolated from observed gravity values.
 PB0321
 PB0321;                    North         East    Units  Estimated Accuracy
 PB0321;SPC OR S     -   161,000.    1,454,950.      MT  (+/- 180 meters Scaled)
 PB0321
 PB0321                          SUPERSEDED SURVEY CONTROL
 PB0321
 PB0321  NGVD 29 (??/??/92) 1337.022  (m)         4386.55   (f) ADJ UNCH    2 0
 PB0321
 PB0321.Superseded values are not recommended for survey control.
 PB0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0321.See file dsdata.txt to determine how the superseded data were derived.
 PB0321
 PB0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFN583753(NAD 83)
 PB0321_MARKER: DB = BENCH MARK DISK
 PB0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0321_STAMPING: E 114 1935
 PB0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0321+STABILITY: SURFACE MOTION
 PB0321
 PB0321  HISTORY     - Date     Condition        Report By
 PB0321  HISTORY     - 1935     MONUMENTED       CGS
 PB0321  HISTORY     - 1968     GOOD             USGS
 PB0321
 PB0321                          STATION DESCRIPTION
 PB0321
 PB0321'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 PB0321'0.5 MI W FROM SILVER LAKE.
 PB0321'ABOUT 1.2 MILES SOUTH ALONG THE OLD ROUTE OF BLY ROAD ABOUT 0.5 MILES
 PB0321'WEST ALONG FREMONT HIGHWAY (OREGON 31) FROM THE SCHOOL HOUSE AT SILVER
 PB0321'LAKE, LAKE COUNTY, ABOUT 1.0 MILES SOUTH ALONG THE HAGER MTN. ROAD TO
 PB0321'A T-ROAD EAST, ABOUT 925 FT. NORTHEAST OF THE T-ROAD JUNCTION, ABOUT
 PB0321'330 FT. EAST OF POWER POLE NO. 12, ABOUT 21 FT. EAST OF A DIM TRACK
 PB0321'AND 3 FT. SOUTH OF A STEEL WITNESS POST, A STANDARD USG AND CS DISK
 PB0321'STAMPED E 114 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0225 ***********************************************************************
 NY0225  DESIGNATION -  E 115
 NY0225  PID         -  NY0225
 NY0225  STATE/COUNTY-  OR/LAKE
 NY0225  USGS QUAD   -  SYCAN MARSH EAST (1988)
 NY0225
 NY0225                         *CURRENT SURVEY CONTROL
 NY0225  ___________________________________________________________________
 NY0225* NAD 83(1986)-  42 48 29.     (N)    121 03 10.     (W)     SCALED    
 NY0225* NAVD 88     -      1524.779  (meters)    5002.55   (feet)  ADJUSTED  
 NY0225  ___________________________________________________________________
 NY0225  GEOID HEIGHT-         -21.05  (meters)                     GEOID03
 NY0225  DYNAMIC HT  -        1523.834 (meters)    4999.45  (feet)  COMP
 NY0225  MODELED GRAV-     979,947.4   (mgal)                       NAVD 88
 NY0225
 NY0225  VERT ORDER  -  SECOND    CLASS 0
 NY0225
 NY0225.The horizontal coordinates were scaled from a topographic map and have
 NY0225.an estimated accuracy of +/- 6 seconds.
 NY0225
 NY0225.The orthometric height was determined by differential leveling
 NY0225.and adjusted in June 1991.
 NY0225
 NY0225.The geoid height was determined by GEOID03.
 NY0225
 NY0225.The dynamic height is computed by dividing the NAVD 88
 NY0225.geopotential number by the normal gravity value computed on the
 NY0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0225.degrees latitude (g = 980.6199 gals.).
 NY0225
 NY0225.The modeled gravity was interpolated from observed gravity values.
 NY0225
 NY0225;                    North         East    Units  Estimated Accuracy
 NY0225;SPC OR S     -   126,940.    1,454,790.      MT  (+/- 180 meters Scaled)
 NY0225
 NY0225                          SUPERSEDED SURVEY CONTROL
 NY0225
 NY0225  NGVD 29 (??/??/92) 1523.517  (m)         4998.41   (f) ADJ UNCH    2 0
 NY0225
 NY0225.Superseded values are not recommended for survey control.
 NY0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0225.See file dsdata.txt to determine how the superseded data were derived.
 NY0225
 NY0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFN592413(NAD 83)
 NY0225_MARKER: DB = BENCH MARK DISK
 NY0225_SETTING: 66 = SET IN ROCK OUTCROP
 NY0225_SP_SET: OUTCROP
 NY0225_STAMPING: E 115 1935
 NY0225_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NY0225+STABILITY: POSITION/ELEVATION WELL
 NY0225
 NY0225  HISTORY     - Date     Condition        Report By
 NY0225  HISTORY     - 1935     MONUMENTED       CGS
 NY0225  HISTORY     - 1936     GOOD             NGS
 NY0225
 NY0225                          STATION DESCRIPTION
 NY0225
 NY0225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 NY0225'25.1 MI S FROM SILVER LAKE.
 NY0225'25.1 MILES S ALONG THE BLY ROAD FROM SCHOOL HOUSE ALONG THE ROAD FROM
 NY0225'SILVER LAKE VIA SYCAN TO BLY.  2.6 MILES N OF THE ZX RANCH HOUSE. 0.2
 NY0225'MILE NW OF TWO WOODEN BRIDGES OVER IRRIGATION DITCH AND A WASH. JUST
 NY0225'NE OF A GALVANIZED-IRON CULVERT.  108 FEET NE OF THE CENTER OF ROAD. 6
 NY0225'FEET S OF A STONE CAIRN.  SET ON TOP OF ROCK OUTCROP AT BASE OF ROCKY
 NY0225'SLOPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0249 ***********************************************************************
 NY0249  DESIGNATION -  E 116
 NY0249  PID         -  NY0249
 NY0249  STATE/COUNTY-  OR/KLAMATH
 NY0249  USGS QUAD   -  RODEO BUTTE (1988)
 NY0249
 NY0249                         *CURRENT SURVEY CONTROL
 NY0249  ___________________________________________________________________
 NY0249* NAD 83(1986)-  42 31 14.     (N)    121 06 36.     (W)     SCALED    
 NY0249* NAVD 88     -      1385.936  (meters)    4547.02   (feet)  ADJUSTED  
 NY0249  ___________________________________________________________________
 NY0249  GEOID HEIGHT-         -21.66  (meters)                     GEOID03
 NY0249  DYNAMIC HT  -        1385.065 (meters)    4544.17  (feet)  COMP
 NY0249  MODELED GRAV-     979,944.7   (mgal)                       NAVD 88
 NY0249
 NY0249  VERT ORDER  -  SECOND    CLASS 0
 NY0249
 NY0249.The horizontal coordinates were scaled from a topographic map and have
 NY0249.an estimated accuracy of +/- 6 seconds.
 NY0249
 NY0249.The orthometric height was determined by differential leveling
 NY0249.and adjusted in June 1991.
 NY0249
 NY0249.The geoid height was determined by GEOID03.
 NY0249
 NY0249.The dynamic height is computed by dividing the NAVD 88
 NY0249.geopotential number by the normal gravity value computed on the
 NY0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0249.degrees latitude (g = 980.6199 gals.).
 NY0249
 NY0249.The modeled gravity was interpolated from observed gravity values.
 NY0249
 NY0249;                    North         East    Units  Estimated Accuracy
 NY0249;SPC OR S     -    95,040.    1,449,880.      MT  (+/- 180 meters Scaled)
 NY0249
 NY0249                          SUPERSEDED SURVEY CONTROL
 NY0249
 NY0249  NGVD 29 (??/??/92) 1384.739  (m)         4543.10   (f) ADJ UNCH    2 0
 NY0249
 NY0249.Superseded values are not recommended for survey control.
 NY0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0249.See file dsdata.txt to determine how the superseded data were derived.
 NY0249
 NY0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFN552093(NAD 83)
 NY0249_MARKER: DB = BENCH MARK DISK
 NY0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NY0249_STAMPING: E 116 1935
 NY0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0249+STABILITY: SURFACE MOTION
 NY0249
 NY0249  HISTORY     - Date     Condition        Report By
 NY0249  HISTORY     - 1935     MONUMENTED       CGS
 NY0249  HISTORY     - 1936     GOOD             NGS
 NY0249  HISTORY     - 1957     MARK NOT FOUND   NGS
 NY0249
 NY0249                          STATION DESCRIPTION
 NY0249
 NY0249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 NY0249'10.5 MI NW FROM BLY.
 NY0249'10.5 MILES NW OF AND ALONG ROAD TO SILVER LAKE VIA SYCAN ABOUT 7 MILES
 NY0249'NORTH OF THE JUNCTION OF THE SILVER LAKE ROAD AND O. S. H. NO. 66, 1.3
 NY0249'MILES NORTH OF A RANCH HOUSE, ON A SMALL RIDGE, 0.1 MILE NORTH OF A
 NY0249'U-CURVE IN ROAD, 63 FEET SOUTH OF A GALVANIZED-IRON CULVERT, 27 FEET
 NY0249'EAST OF CENTERLINE OF ROAD AND 10 FEET ABOVE SURFACE OF ROAD.
 NY0249
 NY0249                          STATION RECOVERY (1957)
 NY0249
 NY0249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 NY0249'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0133 ***********************************************************************
 NX0133  DESIGNATION -  E 118
 NX0133  PID         -  NX0133
 NX0133  STATE/COUNTY-  OR/LAKE
 NX0133  USGS QUAD   -  MAY LAKE (1968)
 NX0133
 NX0133                         *CURRENT SURVEY CONTROL
 NX0133  ___________________________________________________________________
 NX0133* NAD 83(1986)-  42 03 52.     (N)    119 57 57.     (W)     SCALED    
 NX0133* NAVD 88     -      1398.874  (meters)    4589.47   (feet)  ADJUSTED  
 NX0133  ___________________________________________________________________
 NX0133  GEOID HEIGHT-         -20.72  (meters)                     GEOID03
 NX0133  DYNAMIC HT  -        1397.933 (meters)    4586.39  (feet)  COMP
 NX0133  MODELED GRAV-     979,901.2   (mgal)                       NAVD 88
 NX0133
 NX0133  VERT ORDER  -  SECOND    CLASS 0
 NX0133
 NX0133.The horizontal coordinates were scaled from a topographic map and have
 NX0133.an estimated accuracy of +/- 6 seconds.
 NX0133
 NX0133.The orthometric height was determined by differential leveling
 NX0133.and adjusted in June 1991.
 NX0133
 NX0133.The geoid height was determined by GEOID03.
 NX0133
 NX0133.The dynamic height is computed by dividing the NAVD 88
 NX0133.geopotential number by the normal gravity value computed on the
 NX0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0133.degrees latitude (g = 980.6199 gals.).
 NX0133
 NX0133.The modeled gravity was interpolated from observed gravity values.
 NX0133
 NX0133;                    North         East    Units  Estimated Accuracy
 NX0133;SPC OR S     -    44,330.    1,544,220.      MT  (+/- 180 meters Scaled)
 NX0133
 NX0133                          SUPERSEDED SURVEY CONTROL
 NX0133
 NX0133  NGVD 29 (??/??/92) 1397.688  (m)         4585.58   (f) ADJ UNCH    2 0
 NX0133
 NX0133.Superseded values are not recommended for survey control.
 NX0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NX0133.See file dsdata.txt to determine how the superseded data were derived.
 NX0133
 NX0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKG546611(NAD 83)
 NX0133_MARKER: DB = BENCH MARK DISK
 NX0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NX0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NX0133_STAMPING: E 118 1934
 NX0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NX0133+STABILITY: SURFACE MOTION
 NX0133
 NX0133  HISTORY     - Date     Condition        Report By
 NX0133  HISTORY     - 1934     MONUMENTED       CGS
 NX0133  HISTORY     - 1968     MARK NOT FOUND   NGS
 NX0133
 NX0133                          STATION DESCRIPTION
 NX0133
 NX0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NX0133'2.8 MI SW FROM WARNER LAKE.
 NX0133'2.8 MILES SOUTHWEST ALONG THE ROAD LEADING TO BURNS, CALIFORNIA, FROM
 NX0133'THE PUBLIC SCHOOL AT WARNER LAKE, LAKE COUNTY, AND 30 FEET NORTHEAST
 NX0133'OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED E 118 1934
 NX0133'AND SET IN THE TOP OF A CONCRETE POST.
 NX0133
 NX0133                          STATION RECOVERY (1968)
 NX0133
 NX0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 NX0133'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0096 ***********************************************************************
 NX0096  DESIGNATION -  E 119
 NX0096  PID         -  NX0096
 NX0096  STATE/COUNTY-  OR/HARNEY
 NX0096  USGS QUAD   -  FIELDS BASIN (1971)
 NX0096
 NX0096                         *CURRENT SURVEY CONTROL
 NX0096  ___________________________________________________________________
 NX0096* NAD 83(1986)-  42 20 26.     (N)    118 48 26.     (W)     SCALED    
 NX0096* NAVD 88     -      1519.333  (meters)    4984.68   (feet)  ADJUSTED  
 NX0096  ___________________________________________________________________
 NX0096  GEOID HEIGHT-         -19.45  (meters)                     GEOID03
 NX0096  DYNAMIC HT  -        1518.355 (meters)    4981.47  (feet)  COMP
 NX0096  MODELED GRAV-     979,924.4   (mgal)                       NAVD 88
 NX0096
 NX0096  VERT ORDER  -  SECOND    CLASS 0
 NX0096
 NX0096.The horizontal coordinates were scaled from a topographic map and have
 NX0096.an estimated accuracy of +/- 6 seconds.
 NX0096
 NX0096.The orthometric height was determined by differential leveling
 NX0096.and adjusted in June 1991.
 NX0096
 NX0096.The geoid height was determined by GEOID03.
 NX0096
 NX0096.The dynamic height is computed by dividing the NAVD 88
 NX0096.geopotential number by the normal gravity value computed on the
 NX0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0096.degrees latitude (g = 980.6199 gals.).
 NX0096
 NX0096.The modeled gravity was interpolated from observed gravity values.
 NX0096
 NX0096;                    North         East    Units  Estimated Accuracy
 NX0096;SPC OR S     -    76,270.    1,639,490.      MT  (+/- 180 meters Scaled)
 NX0096
 NX0096                          SUPERSEDED SURVEY CONTROL
 NX0096
 NX0096  NGVD 29 (??/??/92) 1518.156  (m)         4980.82   (f) ADJ UNCH    2 0
 NX0096
 NX0096.Superseded values are not recommended for survey control.
 NX0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NX0096.See file dsdata.txt to determine how the superseded data were derived.
 NX0096
 NX0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG511891(NAD 83)
 NX0096_MARKER: DB = BENCH MARK DISK
 NX0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NX0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NX0096_STAMPING: E 119 1934
 NX0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NX0096+STABILITY: SURFACE MOTION
 NX0096
 NX0096  HISTORY     - Date     Condition        Report By
 NX0096  HISTORY     - 1934     MONUMENTED       CGS
 NX0096  HISTORY     - 1971     GOOD             USGS
 NX0096
 NX0096                          STATION DESCRIPTION
 NX0096
 NX0096'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 NX0096'9.6 MI NW FROM FIELDS.
 NX0096'9.6 MILES NORTHWEST OF FIELDS ALONG THE ROAD TO FRENCHGLENN, ABOUT 900
 NX0096'FEET WEST SOUTHWEST OF BM 4 DIS, 40 FEET NORTH OF AN OLD ROAD, 20 FEET
 NX0096'WEST OF A COW TRAIL AND IN AMONG SOME TALL SAGEBRUSH.  A STANDARD USC
 NX0096'AND GS TABLET SET IN THE TOP OF A CONCRETE POST AND STAMPED E 119
 NX0096'1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0909 ***********************************************************************
 QE0909  DESIGNATION -  E 12
 QE0909  PID         -  QE0909
 QE0909  STATE/COUNTY-  OR/LINN
 QE0909  USGS QUAD   -  HALSEY (1969)
 QE0909
 QE0909                         *CURRENT SURVEY CONTROL
 QE0909  ___________________________________________________________________
 QE0909* NAD 83(1986)-  44 27 29.     (N)    123 06 23.     (W)     SCALED    
 QE0909* NAVD 88     -        81.500  (meters)     267.39   (feet)  ADJUSTED  
 QE0909  ___________________________________________________________________
 QE0909  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 QE0909  DYNAMIC HT  -          81.493 (meters)     267.37  (feet)  COMP
 QE0909  MODELED GRAV-     980,531.8   (mgal)                       NAVD 88
 QE0909
 QE0909  VERT ORDER  -  FIRST     CLASS II
 QE0909
 QE0909.The horizontal coordinates were scaled from a topographic map and have
 QE0909.an estimated accuracy of +/- 6 seconds.
 QE0909
 QE0909.The orthometric height was determined by differential leveling
 QE0909.and adjusted in June 1991.
 QE0909
 QE0909.The geoid height was determined by GEOID03.
 QE0909
 QE0909.The dynamic height is computed by dividing the NAVD 88
 QE0909.geopotential number by the normal gravity value computed on the
 QE0909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0909.degrees latitude (g = 980.6199 gals.).
 QE0909
 QE0909.The modeled gravity was interpolated from observed gravity values.
 QE0909
 QE0909;                    North         East    Units  Estimated Accuracy
 QE0909;SPC OR N     -    91,290.    2,292,610.      MT  (+/- 180 meters Scaled)
 QE0909
 QE0909                          SUPERSEDED SURVEY CONTROL
 QE0909
 QE0909  NGVD 29 (??/??/92)   80.472  (m)          264.02   (f) ADJ UNCH    1 2
 QE0909
 QE0909.Superseded values are not recommended for survey control.
 QE0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0909.See file dsdata.txt to determine how the superseded data were derived.
 QE0909
 QE0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ915227(NAD 83)
 QE0909_MARKER: DB = BENCH MARK DISK
 QE0909_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 QE0909+WITH SETTING: PAVEMENT
 QE0909_SP_SET: WATERTANK SUPPORT
 QE0909_STAMPING: E 12 1920 ELEV. 263.592 FT.
 QE0909_MARK LOGO: CGS   
 QE0909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0909+STABILITY: SURFACE MOTION
 QE0909
 QE0909  HISTORY     - Date     Condition        Report By
 QE0909  HISTORY     - 1920     MONUMENTED       CGS
 QE0909  HISTORY     - 1934     GOOD             NGS
 QE0909  HISTORY     - 1985     GOOD             USPSQD
 QE0909  HISTORY     - 1987     GOOD             NGS
 QE0909  HISTORY     - 20060527 MARK NOT FOUND   USPSQD
 QE0909
 QE0909                          STATION DESCRIPTION
 QE0909
 QE0909'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QE0909'IN SHEDD.
 QE0909'AT SHEDD, LINN COUNTY, 300 FEET SOUTH OF THE SOUTHERN PACIFIC CO.
 QE0909'RAILROAD STATION, 120 FEET WEST OF THE MAIN TRACK, ON THE BASE OF THE
 QE0909'NORTHWEST CENTER SUPPORT OF THE WATER TANK.  A STANDARD DISK STAMPED E
 QE0909'12 1920 ELEV 263.592 FT.
 QE0909
 QE0909                          STATION RECOVERY (1985)
 QE0909
 QE0909'RECOVERY NOTE BY US POWER SQUADRON 1985
 QE0909'TANK HAS BEEN REMOVED. ONLY THE SUPPORTS REMAINS.
 QE0909
 QE0909                          STATION RECOVERY (1987)
 QE0909
 QE0909'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE0909'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  19.35 KM
 QE0909'(12.00 MI) SOUTHERLY ALONG STATE HIGHWAY 99E FROM THE SOUTHERN PACIFIC
 QE0909'RAILROAD STATION IN ALBANY, THENCE 0.1 KM (0.05 MI) EAST ALONG BOSTON
 QE0909'MILL ROAD, THENCE 0.4 KM (0.25 MI) SOUTH ALONG FIRST STREET IN THE
 QE0909'VILLAGE OF SHEDD, IN THE NORTHEAST CORNER OF THE NORTHEAST CONCRETE
 QE0909'BASE OF THE NORTHEAST ONE OF FOUR CENTER SUPPORTS OF AN ABANDONED
 QE0909'WATERTANK, 15.7 M (51.5 FT) EAST OF THE CENTER OF THE STREET, 5.5 M
 QE0909'(18.0 FT) SOUTH OF THE CENTER OF A GRAVELED DRIVEWAY, AND 0.2 M
 QE0909'(0.7 FT) SOUTHWEST OF THE NORTHEAST CORNER OF THE BASE.
 QE0909'THE MARK IS 0.3 M ABOVE THE STREET.
 QE0909
 QE0909                          STATION RECOVERY (2006)
 QE0909
 QE0909'RECOVERY NOTE BY US POWER SQUADRON 2006
 QE0909'REMNANTS OF WATER TOWER NOT FOUND.  AGRICULTURAL WAREHOUSE LOCATED AT
 QE0909'STATION DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0166 ***********************************************************************
 NX0166  DESIGNATION -  E 120
 NX0166  PID         -  NX0166
 NX0166  STATE/COUNTY-  OR/LAKE
 NX0166  USGS QUAD   -  RABBIT HILLS SW (1980)
 NX0166
 NX0166                         *CURRENT SURVEY CONTROL
 NX0166  ___________________________________________________________________
 NX0166* NAD 83(1986)-  42 31 56.     (N)    119 53 37.     (W)     SCALED    
 NX0166* NAVD 88     -      1367.196  (meters)    4485.54   (feet)  ADJUSTED  
 NX0166  ___________________________________________________________________
 NX0166  GEOID HEIGHT-         -20.27  (meters)                     GEOID03
 NX0166  DYNAMIC HT  -        1366.366 (meters)    4482.82  (feet)  COMP
 NX0166  MODELED GRAV-     979,966.5   (mgal)                       NAVD 88
 NX0166
 NX0166  VERT ORDER  -  SECOND    CLASS 0
 NX0166
 NX0166.The horizontal coordinates were scaled from a topographic map and have
 NX0166.an estimated accuracy of +/- 6 seconds.
 NX0166
 NX0166.The orthometric height was determined by differential leveling
 NX0166.and adjusted in June 1991.
 NX0166
 NX0166.The geoid height was determined by GEOID03.
 NX0166
 NX0166.The dynamic height is computed by dividing the NAVD 88
 NX0166.geopotential number by the normal gravity value computed on the
 NX0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0166.degrees latitude (g = 980.6199 gals.).
 NX0166
 NX0166.The modeled gravity was interpolated from observed gravity values.
 NX0166
 NX0166;                    North         East    Units  Estimated Accuracy
 NX0166;SPC OR S     -    96,330.    1,549,820.      MT  (+/- 180 meters Scaled)
 NX0166
 NX0166                          SUPERSEDED SURVEY CONTROL
 NX0166
 NX0166  NGVD 29 (??/??/92) 1366.022  (m)         4481.69   (f) ADJ UNCH    2 0
 NX0166
 NX0166.Superseded values are not recommended for survey control.
 NX0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NX0166.See file dsdata.txt to determine how the superseded data were derived.
 NX0166
 NX0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKH623129(NAD 83)
 NX0166_MARKER: DB = BENCH MARK DISK
 NX0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NX0166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NX0166_STAMPING: E 120 1934
 NX0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NX0166+STABILITY: SURFACE MOTION
 NX0166
 NX0166  HISTORY     - Date     Condition        Report By
 NX0166  HISTORY     - 1934     MONUMENTED       CGS
 NX0166
 NX0166                          STATION DESCRIPTION
 NX0166
 NX0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NX0166'1.0 MI S FROM GOVERNMENT WELL.
 NX0166'1.0 MILE SOUTH ALONG THE OO RANCH-PLUSH ROAD FROM GOVERNMENT WELL,
 NX0166'LAKE COUNTY, AT THE CROSSING OF THE NEW AND OLD ROADS, AT THE FOOT OF
 NX0166'THE LAKEVIEW SIGNPOST, AND 25 FEET WEST OF THE CENTERLINE OF THE ROAD.
 NX0166'A STANDARD DISK, STAMPED E 120 1934 AND SET IN THE TOP OF A CONCRETE
 NX0166'POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0003 ***********************************************************************
 NY0003  DESIGNATION -  E 121
 NY0003  PID         -  NY0003
 NY0003  STATE/COUNTY-  OR/LAKE
 NY0003  USGS QUAD   -  COMMODORE RIDGE (1968)
 NY0003
 NY0003                         *CURRENT SURVEY CONTROL
 NY0003  ___________________________________________________________________
 NY0003* NAD 83(1986)-  42 43 26.     (N)    120 01 18.     (W)     SCALED    
 NY0003* NAVD 88     -      1571.766  (meters)    5156.70   (feet)  ADJUSTED  
 NY0003  ___________________________________________________________________
 NY0003  GEOID HEIGHT-         -20.27  (meters)                     GEOID03
 NY0003  DYNAMIC HT  -        1570.817 (meters)    5153.59  (feet)  COMP
 NY0003  MODELED GRAV-     979,960.9   (mgal)                       NAVD 88
 NY0003
 NY0003  VERT ORDER  -  SECOND    CLASS 0
 NY0003
 NY0003.The horizontal coordinates were scaled from a topographic map and have
 NY0003.an estimated accuracy of +/- 6 seconds.
 NY0003
 NY0003.The orthometric height was determined by differential leveling
 NY0003.and adjusted in June 1991.
 NY0003
 NY0003.The geoid height was determined by GEOID03.
 NY0003
 NY0003.The dynamic height is computed by dividing the NAVD 88
 NY0003.geopotential number by the normal gravity value computed on the
 NY0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0003.degrees latitude (g = 980.6199 gals.).
 NY0003
 NY0003.The modeled gravity was interpolated from observed gravity values.
 NY0003
 NY0003;                    North         East    Units  Estimated Accuracy
 NY0003;SPC OR S     -   117,550.    1,539,180.      MT  (+/- 180 meters Scaled)
 NY0003
 NY0003                          SUPERSEDED SURVEY CONTROL
 NY0003
 NY0003  NGVD 29 (??/??/92) 1570.575  (m)         5152.79   (f) ADJ UNCH    2 0
 NY0003
 NY0003.Superseded values are not recommended for survey control.
 NY0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0003.See file dsdata.txt to determine how the superseded data were derived.
 NY0003
 NY0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGN438344(NAD 83)
 NY0003_MARKER: DB = BENCH MARK DISK
 NY0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NY0003_STAMPING: E 121 1934
 NY0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0003+STABILITY: SURFACE MOTION
 NY0003
 NY0003  HISTORY     - Date     Condition        Report By
 NY0003  HISTORY     - 1934     MONUMENTED       CGS
 NY0003
 NY0003                          STATION DESCRIPTION
 NY0003
 NY0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NY0003'6.2 MI SE FROM JCT HWY 11 AND PLUSH RD.
 NY0003'IN LAKE COUNTY, ABOUT 6.2 MILES SOUTHEAST ALONG A ROAD LEADING TO
 NY0003'PLUSH FROM THE JUNCTION OF STATE HIGHWAY 11 (1934), NEAR THE MIDDLE OF
 NY0003'A LONG STRAIGHT GRADE SOUTHEAST OF A HILL, AND 25 FEET NORTHEAST OF
 NY0003'THE CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED E 121 1934 AND
 NY0003'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0492 ***********************************************************************
 RB0492  DESIGNATION -  E 122
 RB0492  PID         -  RB0492
 RB0492  STATE/COUNTY-  OR/UMATILLA
 RB0492  USGS QUAD   -  PENDLETON (1976)
 RB0492
 RB0492                         *CURRENT SURVEY CONTROL
 RB0492  ___________________________________________________________________
 RB0492* NAD 83(1986)-  45 40 25.     (N)    118 47 16.     (W)     SCALED    
 RB0492* NAVD 88     -       328.227  (meters)    1076.86   (feet)  ADJUSTED  
 RB0492  ___________________________________________________________________
 RB0492  GEOID HEIGHT-         -20.82  (meters)                     GEOID03
 RB0492  DYNAMIC HT  -         328.196 (meters)    1076.76  (feet)  COMP
 RB0492  MODELED GRAV-     980,514.1   (mgal)                       NAVD 88
 RB0492
 RB0492  VERT ORDER  -  FIRST     CLASS II
 RB0492
 RB0492.The horizontal coordinates were scaled from a topographic map and have
 RB0492.an estimated accuracy of +/- 6 seconds.
 RB0492
 RB0492.The orthometric height was determined by differential leveling
 RB0492.and adjusted in June 1991.
 RB0492
 RB0492.The geoid height was determined by GEOID03.
 RB0492
 RB0492.The dynamic height is computed by dividing the NAVD 88
 RB0492.geopotential number by the normal gravity value computed on the
 RB0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0492.degrees latitude (g = 980.6199 gals.).
 RB0492
 RB0492.The modeled gravity was interpolated from observed gravity values.
 RB0492
 RB0492;                    North         East    Units  Estimated Accuracy
 RB0492;SPC OR N     -   224,430.    2,633,390.      MT  (+/- 180 meters Scaled)
 RB0492
 RB0492                          SUPERSEDED SURVEY CONTROL
 RB0492
 RB0492  NGVD 29 (??/??/92)  327.22   (m)         1073.6    (f) COMPUTED    1 2
 RB0492
 RB0492.Superseded values are not recommended for survey control.
 RB0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0492.See file dsdata.txt to determine how the superseded data were derived.
 RB0492
 RB0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL607593(NAD 83)
 RB0492_MARKER: DB = BENCH MARK DISK
 RB0492_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RB0492_SP_SET: BRIDGE
 RB0492_STAMPING: E 122 1941
 RB0492_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RB0492
 RB0492  HISTORY     - Date     Condition        Report By
 RB0492  HISTORY     - 1941     MONUMENTED       CGS
 RB0492  HISTORY     - 1943     GOOD             NGS
 RB0492
 RB0492                          STATION DESCRIPTION
 RB0492
 RB0492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 RB0492'IN PENDLETON.
 RB0492'ON SOUTH MAIN STREET IN PENDLETON, SET IN THE TOP RETAINING WALL OF
 RB0492'THE BRIDGE OVER THE UMATILLA RIVER, 24.7 FEET SOUTH OF THE SOUTHEAST
 RB0492'END OF THE SOUTHWEST GIRDER AND 6.6 FEET NORTH OF THE CENTER OF A GATE
 RB0492'AT THE NORTH CORNER OF THE CHRISTIAN SCIENCE CHURCH.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0490 ***********************************************************************
 QD0490  DESIGNATION -  E 126
 QD0490  PID         -  QD0490
 QD0490  STATE/COUNTY-  OR/WASCO
 QD0490  USGS QUAD   -  SHANIKO JUNCTION (1987)
 QD0490
 QD0490                         *CURRENT SURVEY CONTROL
 QD0490  ___________________________________________________________________
 QD0490* NAD 83(1986)-  44 56 44.     (N)    120 54 49.     (W)     SCALED    
 QD0490* NAVD 88     -       964.572  (meters)    3164.60   (feet)  ADJUSTED  
 QD0490  ___________________________________________________________________
 QD0490  GEOID HEIGHT-         -20.91  (meters)                     GEOID03
 QD0490  DYNAMIC HT  -         964.326 (meters)    3163.79  (feet)  COMP
 QD0490  MODELED GRAV-     980,328.3   (mgal)                       NAVD 88
 QD0490
 QD0490  VERT ORDER  -  SECOND    CLASS 0
 QD0490
 QD0490.The horizontal coordinates were scaled from a topographic map and have
 QD0490.an estimated accuracy of +/- 6 seconds.
 QD0490
 QD0490.The orthometric height was determined by differential leveling
 QD0490.and adjusted in June 1991.
 QD0490
 QD0490.The geoid height was determined by GEOID03.
 QD0490
 QD0490.The dynamic height is computed by dividing the NAVD 88
 QD0490.geopotential number by the normal gravity value computed on the
 QD0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0490.degrees latitude (g = 980.6199 gals.).
 QD0490
 QD0490.The modeled gravity was interpolated from observed gravity values.
 QD0490
 QD0490;                    North         East    Units  Estimated Accuracy
 QD0490;SPC OR N     -   142,200.    2,467,360.      MT  (+/- 180 meters Scaled)
 QD0490
 QD0490                          SUPERSEDED SURVEY CONTROL
 QD0490
 QD0490  NGVD 29 (??/??/92)  963.445  (m)         3160.90   (f) ADJ UNCH    2 0
 QD0490
 QD0490.Superseded values are not recommended for survey control.
 QD0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0490.See file dsdata.txt to determine how the superseded data were derived.
 QD0490
 QD0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ645790(NAD 83)
 QD0490_MARKER: DD = SURVEY DISK
 QD0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD0490_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QD0490_STAMPING: E 126 1942
 QD0490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0490+STABILITY: SURFACE MOTION
 QD0490
 QD0490  HISTORY     - Date     Condition        Report By
 QD0490  HISTORY     - 1942     MONUMENTED       ORDT
 QD0490  HISTORY     - 1962     GOOD             NGS
 QD0490  HISTORY     - 1978     GOOD             NGS
 QD0490
 QD0490                          STATION DESCRIPTION
 QD0490
 QD0490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 QD0490'9.8 MI SW FROM SHANIKO.
 QD0490'REACHED FROM THE POST OFFICE AT SHANIKO GO SOUTHWEST ON U.S. HIGHWAY
 QD0490'197 FOR 9.8 MILES, 52 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 QD0490'120 FEET WEST OF A ROCK-CRIB FENCE POST, AND 2 FEET SOUTH OF THE SOUTH
 QD0490'RIGHT OF WAY FENCE.  TOP OF CONCRETE POST IS ABOUT THE SAME ELEVATION
 QD0490'AS THE CENTER LINE OF THE HIGHWAY AND IS PROJECTING ABOUT 6 INCHES
 QD0490'ABOVE GROUND.
 QD0490
 QD0490                          STATION RECOVERY (1978)
 QD0490
 QD0490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QD0490'REACHED FROM THE SHANIKO POST OFFICE BY GOING SOUTHWEST ON U.S.
 QD0490'HIGHWAY 97 FOR 10.1 MILES TO THE MARK ON THE LEFT, 0.3 MILE SOUTHWEST
 QD0490'OF MILEPOST NO 66, 125 FEET SOUTHWEST OF THE JUNCTION OF THREE
 QD0490'FENCES, 100 FEET EAST OF THE SOUTH END OF A CORRUGATED CULVERT, 52
 QD0490'FEET SOUTHEAST OF THE CENTER OF THE HIGHWAY, AND 1-FOOT HIGHER THAN
 QD0490'THE HIGHWAY SET IN A ROUND CONCRETE POST THAT IS 5-INCHES IN
 QD0490'DIAMETER, AND PROJECTS 4-INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH0884 ***********************************************************************
 OH0884  DESIGNATION -  E 128
 OH0884  PID         -  OH0884
 OH0884  STATE/COUNTY-  OR/MALHEUR
 OH0884  USGS QUAD   -  HOOKER CREEK (1969)
 OH0884
 OH0884                         *CURRENT SURVEY CONTROL
 OH0884  ___________________________________________________________________
 OH0884* NAD 83(1986)-  43 03 38.     (N)    117 04 14.     (W)     SCALED    
 OH0884* NAVD 88     -      1383.672  (meters)    4539.60   (feet)  ADJUSTED  
 OH0884  ___________________________________________________________________
 OH0884  GEOID HEIGHT-         -16.93  (meters)                     GEOID03
 OH0884  DYNAMIC HT  -        1382.939 (meters)    4537.19  (feet)  COMP
 OH0884  MODELED GRAV-     980,041.4   (mgal)                       NAVD 88
 OH0884
 OH0884  VERT ORDER  -  SECOND    CLASS 0
 OH0884
 OH0884.The horizontal coordinates were scaled from a topographic map and have
 OH0884.an estimated accuracy of +/- 6 seconds.
 OH0884
 OH0884.The orthometric height was determined by differential leveling
 OH0884.and adjusted in June 1991.
 OH0884
 OH0884.The geoid height was determined by GEOID03.
 OH0884
 OH0884.The dynamic height is computed by dividing the NAVD 88
 OH0884.geopotential number by the normal gravity value computed on the
 OH0884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0884.degrees latitude (g = 980.6199 gals.).
 OH0884
 OH0884.The modeled gravity was interpolated from observed gravity values.
 OH0884
 OH0884;                    North         East    Units  Estimated Accuracy
 OH0884;SPC OR S     -   160,560.    1,779,260.      MT  (+/- 180 meters Scaled)
 OH0884
 OH0884                          SUPERSEDED SURVEY CONTROL
 OH0884
 OH0884  NGVD 29 (??/??/92) 1382.611  (m)         4536.12   (f) ADJ UNCH    2 0
 OH0884
 OH0884.Superseded values are not recommended for survey control.
 OH0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0884.See file dsdata.txt to determine how the superseded data were derived.
 OH0884
 OH0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH942675(NAD 83)
 OH0884_MARKER: DB = BENCH MARK DISK
 OH0884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0884_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0884_STAMPING: E 128 1934
 OH0884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0884+STABILITY: SURFACE MOTION
 OH0884
 OH0884  HISTORY     - Date     Condition        Report By
 OH0884  HISTORY     - 1934     MONUMENTED       CGS
 OH0884  HISTORY     - 1969     MARK NOT FOUND   NGS
 OH0884
 OH0884                          STATION DESCRIPTION
 OH0884
 OH0884'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OH0884'2.0 MI S FROM SHEAVILLE.
 OH0884'2.0 MILES SOUTH ALONG THE OLD IDAHO-OREGON-NEVADA HIGHWAY FROM THE
 OH0884'POST OFFICE AT SHEAVILLE, MALHEUR COUNTY, 50 FEET WEST OF THE
 OH0884'CENTERLINE OF THE ROAD, AND ABOUT 2 FEET LOWER THAN THE ROAD.  A
 OH0884'STANDARD DISK, STAMPED E 128 1934 AND SET IN THE TOP OF A CONCRETE
 OH0884'POST.
 OH0884
 OH0884                          STATION RECOVERY (1969)
 OH0884
 OH0884'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 OH0884'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0026 ***********************************************************************
 NX0026  DESIGNATION -  E 129
 NX0026  PID         -  NX0026
 NX0026  STATE/COUNTY-  OR/MALHEUR
 NX0026  USGS QUAD   -  COYOTE MEADOWS (1981)
 NX0026
 NX0026                         *CURRENT SURVEY CONTROL
 NX0026  ___________________________________________________________________
 NX0026* NAD 83(1986)-  42 24 55.     (N)    118 08 44.     (W)     SCALED    
 NX0026* NAVD 88     -      1306.447  (meters)    4286.23   (feet)  ADJUSTED  
 NX0026  ___________________________________________________________________
 NX0026  GEOID HEIGHT-         -18.87  (meters)                     GEOID03
 NX0026  DYNAMIC HT  -        1305.669 (meters)    4283.68  (feet)  COMP
 NX0026  MODELED GRAV-     979,980.4   (mgal)                       NAVD 88
 NX0026
 NX0026  VERT ORDER  -  SECOND    CLASS 0
 NX0026
 NX0026.The horizontal coordinates were scaled from a topographic map and have
 NX0026.an estimated accuracy of +/- 6 seconds.
 NX0026
 NX0026.The orthometric height was determined by differential leveling
 NX0026.and adjusted in June 1991.
 NX0026
 NX0026.The geoid height was determined by GEOID03.
 NX0026
 NX0026.The dynamic height is computed by dividing the NAVD 88
 NX0026.geopotential number by the normal gravity value computed on the
 NX0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0026.degrees latitude (g = 980.6199 gals.).
 NX0026
 NX0026.The modeled gravity was interpolated from observed gravity values.
 NX0026
 NX0026;                    North         East    Units  Estimated Accuracy
 NX0026;SPC OR S     -    85,880.    1,693,770.      MT  (+/- 180 meters Scaled)
 NX0026
 NX0026                          SUPERSEDED SURVEY CONTROL
 NX0026
 NX0026  NGVD 29 (??/??/92) 1305.334  (m)         4282.58   (f) ADJ UNCH    2 0
 NX0026
 NX0026.Superseded values are not recommended for survey control.
 NX0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NX0026.See file dsdata.txt to determine how the superseded data were derived.
 NX0026
 NX0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG057965(NAD 83)
 NX0026_MARKER: DB = BENCH MARK DISK
 NX0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NX0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NX0026_STAMPING: E 129 1934
 NX0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NX0026+STABILITY: SURFACE MOTION
 NX0026
 NX0026  HISTORY     - Date     Condition        Report By
 NX0026  HISTORY     - 1934     MONUMENTED       CGS
 NX0026  HISTORY     - 1976     GOOD             NGS
 NX0026
 NX0026                          STATION DESCRIPTION
 NX0026
 NX0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NX0026'7.1 MI NE FROM WHITE HORSE.
 NX0026'7.1 MILES NORTHEAST OF WHITE HORSE RANCH HOUSE 75 FEET NORTH OF SLIGHT
 NX0026'RISE.  45 FEET EAST OF ROAD.
 NX0026
 NX0026                          STATION RECOVERY (1976)
 NX0026
 NX0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 NX0026'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0233 ***********************************************************************
 NW0233  DESIGNATION -  E 130
 NW0233  PID         -  NW0233
 NW0233  STATE/COUNTY-  OR/MALHEUR
 NW0233  USGS QUAD   -  ROME (1972)
 NW0233
 NW0233                         *CURRENT SURVEY CONTROL
 NW0233  ___________________________________________________________________
 NW0233* NAD 83(1986)-  42 50 15.     (N)    117 37 55.     (W)     SCALED    
 NW0233* NAVD 88     -      1034.441  (meters)    3393.83   (feet)  ADJUSTED  
 NW0233  ___________________________________________________________________
 NW0233  GEOID HEIGHT-         -18.09  (meters)                     GEOID03
 NW0233  DYNAMIC HT  -        1033.932 (meters)    3392.16  (feet)  COMP
 NW0233  MODELED GRAV-     980,093.9   (mgal)                       NAVD 88
 NW0233
 NW0233  VERT ORDER  -  SECOND    CLASS 0
 NW0233
 NW0233.The horizontal coordinates were scaled from a topographic map and have
 NW0233.an estimated accuracy of +/- 6 seconds.
 NW0233
 NW0233.The orthometric height was determined by differential leveling
 NW0233.and adjusted in August 1995.
 NW0233
 NW0233.The geoid height was determined by GEOID03.
 NW0233
 NW0233.The dynamic height is computed by dividing the NAVD 88
 NW0233.geopotential number by the normal gravity value computed on the
 NW0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0233.degrees latitude (g = 980.6199 gals.).
 NW0233
 NW0233.The modeled gravity was interpolated from observed gravity values.
 NW0233
 NW0233;                    North         East    Units  Estimated Accuracy
 NW0233;SPC OR S     -   134,070.    1,734,410.      MT  (+/- 180 meters Scaled)
 NW0233
 NW0233                          SUPERSEDED SURVEY CONTROL
 NW0233
 NW0233  NAVD 88 (06/15/91) 1034.514  (m)         3394.07   (f) UNKNOWN     2 0
 NW0233  NGVD 29 (??/??/92) 1033.494  (m)         3390.72   (f) ADJ UNCH    2 0
 NW0233
 NW0233.Superseded values are not recommended for survey control.
 NW0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0233.See file dsdata.txt to determine how the superseded data were derived.
 NW0233
 NW0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH483429(NAD 83)
 NW0233_MARKER: DB = BENCH MARK DISK
 NW0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NW0233_SP_SET: CONCRETE POST
 NW0233_STAMPING: E 130 1934
 NW0233_MARK LOGO: CGS   
 NW0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NW0233+STABILITY: SURFACE MOTION
 NW0233_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0233+SATELLITE: SATELLITE OBSERVATIONS - October 03, 1972
 NW0233
 NW0233  HISTORY     - Date     Condition        Report By
 NW0233  HISTORY     - 1934     MONUMENTED       CGS
 NW0233  HISTORY     - 19721003 GOOD             USGS
 NW0233
 NW0233                          STATION DESCRIPTION
 NW0233
 NW0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NW0233'IN ROME.
 NW0233'AT ROME, MALHEUR COUNTY, ON THE IDAHO-OREGON-NEVADA HIGHWAY, ABOUT 1/4
 NW0233'MILE SOUTHWEST OF THE OWYHEE RIVER BRIDGE AND SCOTT RANCH HOUSE, 50
 NW0233'FEET SOUTHWEST OF A ROAD, AND 60 FEET SOUTH OF THE HIGHWAY AT SURVEY
 NW0233'STATION 3588.  A STANDARD DISK, STAMPED E 130 1934 AND SET IN THE TOP
 NW0233'OF A CONCRETE POST.
 NW0233
 NW0233                          STATION RECOVERY (1972)
 NW0233
 NW0233'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 NW0233'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH0877 ***********************************************************************
 OH0877  DESIGNATION -  E 131
 OH0877  PID         -  OH0877
 OH0877  STATE/COUNTY-  OR/MALHEUR
 OH0877  USGS QUAD   -  SHEAVILLE (1969)
 OH0877
 OH0877                         *CURRENT SURVEY CONTROL
 OH0877  ___________________________________________________________________
 OH0877* NAD 83(1986)-  43 14 37.     (N)    117 05 43.     (W)     SCALED    
 OH0877* NAVD 88     -      1332.751  (meters)    4372.53   (feet)  ADJUSTED  
 OH0877  ___________________________________________________________________
 OH0877  GEOID HEIGHT-         -16.94  (meters)                     GEOID03
 OH0877  DYNAMIC HT  -        1332.100 (meters)    4370.40  (feet)  COMP
 OH0877  MODELED GRAV-     980,084.4   (mgal)                       NAVD 88
 OH0877
 OH0877  VERT ORDER  -  SECOND    CLASS 0
 OH0877
 OH0877.The horizontal coordinates were scaled from a topographic map and have
 OH0877.an estimated accuracy of +/- 6 seconds.
 OH0877
 OH0877.The orthometric height was determined by differential leveling
 OH0877.and adjusted in June 1991.
 OH0877
 OH0877.The geoid height was determined by GEOID03.
 OH0877
 OH0877.The dynamic height is computed by dividing the NAVD 88
 OH0877.geopotential number by the normal gravity value computed on the
 OH0877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0877.degrees latitude (g = 980.6199 gals.).
 OH0877
 OH0877.The modeled gravity was interpolated from observed gravity values.
 OH0877
 OH0877;                    North         East    Units  Estimated Accuracy
 OH0877;SPC OR S     -   180,790.    1,776,420.      MT  (+/- 180 meters Scaled)
 OH0877
 OH0877                          SUPERSEDED SURVEY CONTROL
 OH0877
 OH0877  NGVD 29 (??/??/92) 1331.720  (m)         4369.15   (f) ADJ UNCH    2 0
 OH0877
 OH0877.Superseded values are not recommended for survey control.
 OH0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0877.See file dsdata.txt to determine how the superseded data were derived.
 OH0877
 OH0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH922878(NAD 83)
 OH0877_MARKER: DB = BENCH MARK DISK
 OH0877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0877_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0877_STAMPING: E 131 1934
 OH0877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0877+STABILITY: SURFACE MOTION
 OH0877
 OH0877  HISTORY     - Date     Condition        Report By
 OH0877  HISTORY     - 1934     MONUMENTED       CGS
 OH0877  HISTORY     - 1966     GOOD             NGS
 OH0877
 OH0877                          STATION DESCRIPTION
 OH0877
 OH0877'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 OH0877'40.6 MI S FROM ADRIAN.
 OH0877'8.0 MILES SOUTH ALONG STATE HIGHWAY 201 FROM THE POST OFFICE AT
 OH0877'ADRIAN, THENCE 32.6 MILES SOUTH ALONG SUCCOR CREEK ROAD, 0.2 MILE
 OH0877'SOUTHEAST OF THE JUNCTION OF A DIRT ROAD WEST, 28 FEET NORTHEAST OF
 OH0877'THE CENTER LINE OF THE ROAD, 97 FEET WEST OF THE CENTER LINE OF A DIRT
 OH0877'ROAD NORTH, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A
 OH0877'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0252 ***********************************************************************
 NW0252  DESIGNATION -  E 133
 NW0252  PID         -  NW0252
 NW0252  STATE/COUNTY-  OR/MALHEUR
 NW0252  USGS QUAD   -  IRON MOUNTAIN (1972)
 NW0252
 NW0252                         *CURRENT SURVEY CONTROL
 NW0252  ___________________________________________________________________
 NW0252* NAD 83(1986)-  42 53 54.     (N)    117 47 16.     (W)     SCALED    
 NW0252* NAVD 88     -      1194.164  (meters)    3917.85   (feet)  ADJUSTED  
 NW0252  ___________________________________________________________________
 NW0252  GEOID HEIGHT-         -18.24  (meters)                     GEOID03
 NW0252  DYNAMIC HT  -        1193.550 (meters)    3915.84  (feet)  COMP
 NW0252  MODELED GRAV-     980,065.5   (mgal)                       NAVD 88
 NW0252
 NW0252  VERT ORDER  -  SECOND    CLASS 0
 NW0252
 NW0252.The horizontal coordinates were scaled from a topographic map and have
 NW0252.an estimated accuracy of +/- 6 seconds.
 NW0252
 NW0252.The orthometric height was determined by differential leveling
 NW0252.and adjusted in June 1991.
 NW0252
 NW0252.The geoid height was determined by GEOID03.
 NW0252
 NW0252.The dynamic height is computed by dividing the NAVD 88
 NW0252.geopotential number by the normal gravity value computed on the
 NW0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0252.degrees latitude (g = 980.6199 gals.).
 NW0252
 NW0252.The modeled gravity was interpolated from observed gravity values.
 NW0252
 NW0252;                    North         East    Units  Estimated Accuracy
 NW0252;SPC OR S     -   140,400.    1,721,460.      MT  (+/- 180 meters Scaled)
 NW0252
 NW0252                          SUPERSEDED SURVEY CONTROL
 NW0252
 NW0252  NGVD 29 (??/??/92) 1193.100  (m)         3914.36   (f) ADJ UNCH    2 0
 NW0252
 NW0252.Superseded values are not recommended for survey control.
 NW0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0252.See file dsdata.txt to determine how the superseded data were derived.
 NW0252
 NW0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH356498(NAD 83)
 NW0252_MARKER: DB = BENCH MARK DISK
 NW0252_SETTING: 66 = SET IN ROCK OUTCROP
 NW0252_SP_SET: ROCK OUTCROP
 NW0252_STAMPING: E 133 1934
 NW0252_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0252+STABILITY: POSITION/ELEVATION WELL
 NW0252
 NW0252  HISTORY     - Date     Condition        Report By
 NW0252  HISTORY     - 1934     MONUMENTED       CGS
 NW0252  HISTORY     - 1972     GOOD             USPSQD
 NW0252  HISTORY     - 1972     GOOD             USGS
 NW0252
 NW0252                          STATION DESCRIPTION
 NW0252
 NW0252'DESCRIBED BY US POWER SQUADRON 1972 (PSM)
 NW0252'RECOVERED IN GOOD CONDITION.
 NW0252
 NW0252                          STATION RECOVERY (1972)
 NW0252
 NW0252'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 NW0252'22.0 MI NW FROM BURNS JUNCTION.
 NW0252'BURNS JUNCTION, 8.3 MILES NORTH WEST FROM ALONG OREGON STATE HIWAY 78,
 NW0252'TO THE Y JUNCTION OF A DIRT ROAD NORTH, THENCE 5.4 MILES NORTH ON THE
 NW0252'DIRT ROAD TO A T ROAD INTERSECTION, THENCE 8.3 MILES SOUTH EAST ALONG
 NW0252'THE OLD ROAD FROM ROME, ORE., TO FOLLYFARM, ORE., 25 FT. NORTH OF THE
 NW0252'ROAD ON THE EDGE OF A SMALL RIM AND IN A ROCK OUTCROP.  A STANDARD
 NW0252'DISC STAMPED E 133 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0260 ***********************************************************************
 NW0260  DESIGNATION -  E 135
 NW0260  PID         -  NW0260
 NW0260  STATE/COUNTY-  OR/MALHEUR
 NW0260  USGS QUAD   -  ANDERSON RESERVOIR (1979)
 NW0260
 NW0260                         *CURRENT SURVEY CONTROL
 NW0260  ___________________________________________________________________
 NW0260* NAD 83(1986)-  42 43 12.     (N)    117 49 34.     (W)     SCALED    
 NW0260* NAVD 88     -      1189.398  (meters)    3902.22   (feet)  ADJUSTED  
 NW0260  ___________________________________________________________________
 NW0260  GEOID HEIGHT-         -18.32  (meters)                     GEOID03
 NW0260  DYNAMIC HT  -        1188.768 (meters)    3900.15  (feet)  COMP
 NW0260  MODELED GRAV-     980,050.1   (mgal)                       NAVD 88
 NW0260
 NW0260  VERT ORDER  -  SECOND    CLASS 0
 NW0260
 NW0260.The horizontal coordinates were scaled from a topographic map and have
 NW0260.an estimated accuracy of +/- 6 seconds.
 NW0260
 NW0260.The orthometric height was determined by differential leveling
 NW0260.and adjusted in June 1991.
 NW0260
 NW0260.The geoid height was determined by GEOID03.
 NW0260
 NW0260.The dynamic height is computed by dividing the NAVD 88
 NW0260.geopotential number by the normal gravity value computed on the
 NW0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0260.degrees latitude (g = 980.6199 gals.).
 NW0260
 NW0260.The modeled gravity was interpolated from observed gravity values.
 NW0260
 NW0260;                    North         East    Units  Estimated Accuracy
 NW0260;SPC OR S     -   120,500.    1,718,970.      MT  (+/- 180 meters Scaled)
 NW0260
 NW0260                          SUPERSEDED SURVEY CONTROL
 NW0260
 NW0260  NGVD 29 (??/??/92) 1188.350  (m)         3898.78   (f) ADJ UNCH    2 0
 NW0260
 NW0260.Superseded values are not recommended for survey control.
 NW0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0260.See file dsdata.txt to determine how the superseded data were derived.
 NW0260
 NW0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH323300(NAD 83)
 NW0260_MARKER: DB = BENCH MARK DISK
 NW0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NW0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NW0260_STAMPING: E 135 1934
 NW0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NW0260+STABILITY: SURFACE MOTION
 NW0260
 NW0260  HISTORY     - Date     Condition        Report By
 NW0260  HISTORY     - 1934     MONUMENTED       CGS
 NW0260
 NW0260                          STATION DESCRIPTION
 NW0260
 NW0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NW0260'10 MI S FROM ROME.
 NW0260'ABOUT 10 MILES SOUTH ALONG THE ROAD LEADING TO MCDERMITT, NEVADA, FROM
 NW0260'ROME, MALHEUR COUNTY, THENCE ABOUT 6.4 MILES SOUTHWEST ALONG THE ROAD
 NW0260'LEADING TO DENIO, ABOUT 3/4 MILE NORTHWEST OF THE ANDERSON RANCH
 NW0260'HOUSE, AT THE MOUTH OF THE DRAW ON THE NORTH SIDE OF A MOUNTAIN, AND
 NW0260'50 FEET NORTHWEST OF THE ROAD.  A STANDARD DISK, STAMPED E 135 1934
 NW0260'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0102 ***********************************************************************
 NX0102  DESIGNATION -  E 136
 NX0102  PID         -  NX0102
 NX0102  STATE/COUNTY-  OR/HARNEY
 NX0102  USGS QUAD   -  BLITZEN (1971)
 NX0102
 NX0102                         *CURRENT SURVEY CONTROL
 NX0102  ___________________________________________________________________
 NX0102* NAD 83(1986)-  42 37 14.     (N)    119 04 07.     (W)     SCALED    
 NX0102* NAVD 88     -      1388.230  (meters)    4554.55   (feet)  ADJUSTED  
 NX0102  ___________________________________________________________________
 NX0102  GEOID HEIGHT-         -19.69  (meters)                     GEOID03
 NX0102  DYNAMIC HT  -        1387.379 (meters)    4551.76  (feet)  COMP
 NX0102  MODELED GRAV-     979,959.8   (mgal)                       NAVD 88
 NX0102
 NX0102  VERT ORDER  -  SECOND    CLASS 0
 NX0102
 NX0102.The horizontal coordinates were scaled from a topographic map and have
 NX0102.an estimated accuracy of +/- 6 seconds.
 NX0102
 NX0102.The orthometric height was determined by differential leveling
 NX0102.and adjusted in June 1991.
 NX0102
 NX0102.The geoid height was determined by GEOID03.
 NX0102
 NX0102.The dynamic height is computed by dividing the NAVD 88
 NX0102.geopotential number by the normal gravity value computed on the
 NX0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0102.degrees latitude (g = 980.6199 gals.).
 NX0102
 NX0102.The modeled gravity was interpolated from observed gravity values.
 NX0102
 NX0102;                    North         East    Units  Estimated Accuracy
 NX0102;SPC OR S     -   106,970.    1,617,420.      MT  (+/- 180 meters Scaled)
 NX0102
 NX0102                          SUPERSEDED SURVEY CONTROL
 NX0102
 NX0102  NGVD 29 (??/??/92) 1387.045  (m)         4550.66   (f) ADJ UNCH    2 0
 NX0102
 NX0102.Superseded values are not recommended for survey control.
 NX0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NX0102.See file dsdata.txt to determine how the superseded data were derived.
 NX0102
 NX0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH303207(NAD 83)
 NX0102_MARKER: DB = BENCH MARK DISK
 NX0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NX0102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NX0102_STAMPING: E 136 1934
 NX0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NX0102+STABILITY: SURFACE MOTION
 NX0102
 NX0102  HISTORY     - Date     Condition        Report By
 NX0102  HISTORY     - 1934     MONUMENTED       CGS
 NX0102
 NX0102                          STATION DESCRIPTION
 NX0102
 NX0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NX0102'IN BLITZEN.
 NX0102'AT NORTH END OF TOWN.  IN THE NORTHWEST CORNER OF FENCE AROUND SCHOOL
 NX0102'HOUSE.  25 FEET EAST OF ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0399 ***********************************************************************
 PA0399  DESIGNATION -  E 137
 PA0399  PID         -  PA0399
 PA0399  STATE/COUNTY-  OR/HARNEY
 PA0399  USGS QUAD   -  ALEC BUTTE (1980)
 PA0399
 PA0399                         *CURRENT SURVEY CONTROL
 PA0399  ___________________________________________________________________
 PA0399* NAD 83(1986)-  43 19 53.     (N)    119 37 55.     (W)     SCALED    
 PA0399* NAVD 88     -      1301.481  (meters)    4269.94   (feet)  ADJUSTED  
 PA0399  ___________________________________________________________________
 PA0399  GEOID HEIGHT-         -19.60  (meters)                     GEOID03
 PA0399  DYNAMIC HT  -        1300.823 (meters)    4267.78  (feet)  COMP
 PA0399  MODELED GRAV-     980,069.1   (mgal)                       NAVD 88
 PA0399
 PA0399  VERT ORDER  -  SECOND    CLASS 0
 PA0399
 PA0399.The horizontal coordinates were scaled from a topographic map and have
 PA0399.an estimated accuracy of +/- 6 seconds.
 PA0399
 PA0399.The orthometric height was determined by differential leveling
 PA0399.and adjusted in June 1991.
 PA0399
 PA0399.The geoid height was determined by GEOID03.
 PA0399
 PA0399.The dynamic height is computed by dividing the NAVD 88
 PA0399.geopotential number by the normal gravity value computed on the
 PA0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0399.degrees latitude (g = 980.6199 gals.).
 PA0399
 PA0399.The modeled gravity was interpolated from observed gravity values.
 PA0399
 PA0399;                    North         East    Units  Estimated Accuracy
 PA0399;SPC OR S     -   185,290.    1,570,390.      MT  (+/- 180 meters Scaled)
 PA0399
 PA0399                          SUPERSEDED SURVEY CONTROL
 PA0399
 PA0399  NGVD 29 (??/??/92) 1300.302  (m)         4266.07   (f) ADJ UNCH    2 0
 PA0399
 PA0399.Superseded values are not recommended for survey control.
 PA0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0399.See file dsdata.txt to determine how the superseded data were derived.
 PA0399
 PA0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKJ866009(NAD 83)
 PA0399_MARKER: DB = BENCH MARK DISK
 PA0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PA0399_STAMPING: E 137 1934
 PA0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0399+STABILITY: SURFACE MOTION
 PA0399
 PA0399  HISTORY     - Date     Condition        Report By
 PA0399  HISTORY     - 1934     MONUMENTED       CGS
 PA0399  HISTORY     - 1976     GOOD             USGS
 PA0399
 PA0399                          STATION DESCRIPTION
 PA0399
 PA0399'DESCRIBED BY US GEOLOGICAL SURVEY 1976
 PA0399'11.1 MI NE FROM WAGONTIRE.
 PA0399'WAGONTIRE, 11.1 MILES NE OF ON U.S. HWY 395, THEN 4.8 MILES EAST ON
 PA0399'BLADED DIRT ROAD, AT A RIGHT ANGLE BEND IN ROAD FROM SOUTH TO EAST,
 PA0399'ABOUT 0.25 MILE EAST OF THE WEST 1/4 CORNER OF SECTION 8/T26S/R26E,
 PA0399'102 FEET SOUTH OF A DRAIN X-ING, 42 FEET SW OF CENTERLINE ROAD, A USC
 PA0399'AND GS TABLET SET IN THE TOP OF A SLIGHTLY DETERIORATED (BUT STABLE)
 PA0399'CONCRETE POST WHICH PROJECTS 0.4 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2269 ***********************************************************************
 QE2269  CBN         -  This is a Cooperative Base Network Control Station.
 QE2269  DESIGNATION -  E 141
 QE2269  PID         -  QE2269
 QE2269  STATE/COUNTY-  OR/BENTON
 QE2269  USGS QUAD   -  GREENBERRY (1975)
 QE2269
 QE2269                         *CURRENT SURVEY CONTROL
 QE2269  ___________________________________________________________________
 QE2269* NAD 83(2007)-  44 23 28.36298(N)    123 17 27.95767(W)     ADJUSTED  
 QE2269* NAVD 88     -        81.7    (meters)     268.     (feet)  GPS OBS   
 QE2269  ___________________________________________________________________
 QE2269  EPOCH DATE  -        2007.00
 QE2269  X           -  -2,505,814.550 (meters)                     COMP
 QE2269  Y           -  -3,816,029.798 (meters)                     COMP
 QE2269  Z           -   4,439,299.174 (meters)                     COMP
 QE2269  LAPLACE CORR-          -5.13  (seconds)                    DEFLEC99
 QE2269  ELLIP HEIGHT-          58.960 (meters)          (02/10/07) ADJUSTED
 QE2269  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 QE2269
 QE2269  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 QE2269  Type    PID    Designation                      North   East  Ellip
 QE2269  -------------------------------------------------------------------
 QE2269  NETWORK QE2269 E 141                             0.35   0.25   0.94
 QE2269  -------------------------------------------------------------------
 QE2269
 QE2269.The horizontal coordinates were established by GPS observations
 QE2269.and adjusted by the National Geodetic Survey in February 2007.
 QE2269
 QE2269.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 QE2269.See www.ngs.noaa.gov/NationalReadjustment for more information.
 QE2269.The horizontal coordinates are valid at the epoch date displayed above.
 QE2269.The epoch date for horizontal control is a decimal equivalence
 QE2269.of Year/Month/Day.
 QE2269
 QE2269.The orthometric height was determined by GPS observations and a
 QE2269.high-resolution geoid model.
 QE2269
 QE2269.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QE2269
 QE2269.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2269
 QE2269.The ellipsoidal height was determined by GPS observations
 QE2269.and is referenced to NAD 83.
 QE2269
 QE2269.The geoid height was determined by GEOID03.
 QE2269
 QE2269;                    North         East     Units Scale Factor Converg.
 QE2269;SPC OR N     -    84,355.061 2,277,660.099   MT  0.99998593   -1 58 45.9
 QE2269;SPC OR N     -   276,755.45  7,472,638.12   iFT  0.99998593   -1 58 45.9
 QE2269;UTM  10      - 4,915,366.584   476,815.264   MT  0.99960661   -0 12 13.1
 QE2269
 QE2269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2269!SPC OR N     -   0.99999076  x   0.99998593  =   0.99997669
 QE2269!UTM  10      -   0.99999076  x   0.99960661  =   0.99959737
 QE2269
 QE2269|---------------------------------------------------------------------|
 QE2269| PID    Reference Object                     Distance      Geod. Az  |
 QE2269|                                                           dddmmss.s |
 QE2269| CE1446 E 141 RM 1                           10.070 METERS 00509     |
 QE2269| CE1624 ING                                                1852809.4 |
 QE2269| CE1447 E 141 RM 2                            9.752 METERS 22900     |
 QE2269| CE1445 E 141 AZ MK                                        24539     |
 QE2269| CE1448 E 141 RM 3                            7.342 METERS 26954     |
 QE2269|---------------------------------------------------------------------|
 QE2269
 QE2269                          SUPERSEDED SURVEY CONTROL
 QE2269
 QE2269  NAD 83(1998)-  44 23 28.35994(N)    123 17 27.95932(W) AD(       ) B
 QE2269  ELLIP H (07/02/97)   59.001  (m)                       GP(       ) 3 1
 QE2269  NAD 83(1991)-  44 23 28.35830(N)    123 17 27.95859(W) AD(       ) B
 QE2269  ELLIP H (02/25/91)   59.078  (m)                       GP(       ) 4 1
 QE2269  NAD 83(1986)-  44 23 28.38153(N)    123 17 27.98977(W) AD(       ) 3
 QE2269  NAD 27      -  44 23 28.94010(N)    123 17 23.63779(W) AD(       ) 3
 QE2269  NGVD 29 (07/19/86)   80.57   (m)          264.3    (f) LEVELING    3  
 QE2269
 QE2269.Superseded values are not recommended for survey control.
 QE2269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2269.See file dsdata.txt to determine how the superseded data were derived.
 QE2269
 QE2269_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ7681515367(NAD 83)
 QE2269_MARKER: DD = SURVEY DISK
 QE2269_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QE2269_SP_SET: SQUARE CONCRETE FOOTING
 QE2269_STAMPING: E 141 264. 1929 1941
 QE2269_MARK LOGO: USE   
 QE2269_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QE2269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE2269+STABILITY: SURFACE MOTION
 QE2269_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QE2269+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2006
 QE2269
 QE2269  HISTORY     - Date     Condition        Report By
 QE2269  HISTORY     - 1941     MONUMENTED       USE
 QE2269  HISTORY     - 1945     SEE DESCRIPTION  USE
 QE2269  HISTORY     - 1978     GOOD             NGS
 QE2269  HISTORY     - 19890720 GOOD             LOCSUR
 QE2269  HISTORY     - 19900504 GOOD             NGS
 QE2269  HISTORY     - 19920817 GOOD             NGS
 QE2269  HISTORY     - 19960827 GOOD             CHANCE
 QE2269  HISTORY     - 19980210 GOOD             OR-003
 QE2269  HISTORY     - 20000404 GOOD             OR-003
 QE2269  HISTORY     - 20060111 GOOD             OR-003
 QE2269
 QE2269                          STATION DESCRIPTION
 QE2269
 QE2269'DESCRIBED BY US ENGINEERS 1945 (ANS)
 QE2269'STATION IS LOCATED ABOUT 11.4 MILES S OF CORVALLIS, 5-1/2 MILES
 QE2269'N OF MONROE, AND 0.3 MILE W OF BRUCE STORE WHICH IS LOCATED ON
 QE2269'U.S. HIGHWAY 99W.
 QE2269'
 QE2269'STATION MARK IS A U.S.E. DISK SET IN THE TOP OF A SQUARE CONCRETE
 QE2269'POST PROJECTING ABOUT 10 INCHES AND IS STAMPED E 141 1941 264.  IT
 QE2269'IS 48 FEET NORTHWEST OF A RAILROAD CROSSING, 23.7 FEET W OF THE W
 QE2269'RAIL, 2 FEET E OF A WHITE REFERENCE POST AND THE SE ONE OF 9
 QE2269'CONCRETE FOUNDATION PILLARS.  NO UNDERGROUND MK. SET.
 QE2269'
 QE2269'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN THE TOP OF A
 QE2269'14-INCH SQUARE CONCRETE PILLAR WHICH IS THE NE ONE OF NINE.  IT
 QE2269'IS STAMPED E 141 NO 1 1945 AND PROJECTS ABOUT 6 INCHES.  IT IS 36
 QE2269'FEET S OF A FENCE CORNER AND 23.7 FEET W OF THE W RAIL.
 QE2269'
 QE2269'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN THE TOP OF A
 QE2269'12-INCH SQUARE CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE THE
 QE2269'GROUND.  IT IS STAMPED E 141 NO 2 1945, IS 23 FEET N OF THE
 QE2269'CENTER OF THE GRAVEL ROAD, AND 17 FEET NE OF THE W END OF A TILE
 QE2269'CULVERT.
 QE2269'
 QE2269'AZIMUTH MARK IS A STANDARD U.S.E. DISK SET IN THE TOP OF A
 QE2269'12-INCH SQUARE CONCRETE POST PROJECTING ABOUT 5 INCHES ABOVE
 QE2269'GROUND AND IS STAMPED ING E1. 269 SOT 1936.  IT IS 73 FEET NW OF
 QE2269'INTERSECTION OF THE RAILROAD AND THE GRAVEL ROAD, 23 FEET W OF THE
 QE2269'W RAIL, AND 5 FEET E OF THE N-S FENCE LINE.
 QE2269'
 QE2269'TO REACH THE STATION FROM THE S END OF BRIDGE IN THE S PART OF
 QE2269'CORVALLIS, GO S ON U.S. HIGHWAY 99W FOR 11.4 MILES TO BRUCE STORE
 QE2269'ON THE RIGHT.  TURN RIGHT (W) AND GO 0.3 MILE TO RAILROAD CROSSING
 QE2269'AND THE STATION.
 QE2269
 QE2269                          STATION RECOVERY (1978)
 QE2269
 QE2269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 QE2269'THE STATION MARK, AND REFERENCE MARK NO. 1 WERE RECOVERED IN GOOD
 QE2269'CONDITION.  REFERENCE MARK NO. 2 HAD BEEN DESTROYED.  REFERENCE
 QE2269'MARK NO. 3, AND AN AZIMUTH MARK WERE ESTABLISHED.  A NEW AND
 QE2269'COMPLETE DESCRIPTION FOLLOWS.
 QE2269'
 QE2269'THE STATION IS ON RAILROAD RIGHT-OF-WAY.
 QE2269'
 QE2269'TO REACH THE STATION FROM THE MONROE POST OFFICE, GO EAST FOR
 QE2269'0.05 MILE TO U.S. HIGHWAY 99W, TURN LEFT, AND GO NORTH ON U.S.
 QE2269'HIGHWAY 99W FOR 5.4 MILES TO A CROSSROAD, MORRIES COUNTRY MARKET
 QE2269'IS IN THE NORTHWEST ANGLE FORMED BY THIS CROSSROAD, TURN LEFT,
 QE2269'AND GO WEST ON THE GRAVEL ROAD FOR 0.3 MILE TO THE RAILROAD
 QE2269'TRACKS, AND THE STATION ON THE RIGHT.
 QE2269'
 QE2269'THE STATION MARK, STAMPED E 141 1929 1941, IS A U.S. ENGINEERS DISK
 QE2269'SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 7-INCHES,
 QE2269'50 FEET NORTHWEST OF RAILROAD CROSSING NO. 676.8, 46 FEET NORTH
 QE2269'OF THE CENTER OF THE GRAVELED ROAD, 24 FEET WEST OF THE NEAREST
 QE2269'RAIL OF THE RAILROAD TRACKS, AND 1-FOOT EAST OF A METAL WITNESS
 QE2269'POST.
 QE2269'
 QE2269'REFERENCE MARK NO. 1, STAMPED E 141 USE NO 1 1945, IS A STANDARD
 QE2269'DISK SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 QE2269'5-INCHES, 80 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD, AND
 QE2269'24 FEET WEST OF THE WEST RAIL.
 QE2269'
 QE2269'REFERENCE MARK NO. 3, STAMPED E 141 USE 1945 NO 3 1978, IS A
 QE2269'STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT
 QE2269'PROJECTS 5-INCHES, 55 FEET NORTHEAST OF THE SIGN, ENTERING WILLIAM
 QE2269'L. FINLEY NATIONAL WILDLIFE REFUGE, 48 FEET WEST OF THE WEST RAIL,
 QE2269'AND 45 FEET NORTH OF THE CENTER OF THE GRAVEL ROAD.
 QE2269'
 QE2269'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST, AND SOUTH
 QE2269'ON THE GRAVEL ROAD FOR 0.3 MILE TO WHERE THE GRAVEL ROAD AGAIN
 QE2269'TURNS WEST, AND THE AZIMUTH MARK ON THE RIGHT, 150 FEET SOUTHWEST
 QE2269'OF A PARKING AREA, 39 FEET SOUTHWEST OF AN INFORMATION BILLBOARD,
 QE2269'54 FEET WEST OF THE NORTH-SOUTH ROAD, 34 FEET NORTH OF THE
 QE2269'EAST-WEST ROAD, AND 1-FOOT SOUTH OF A METAL WITNESS
 QE2269'POST.
 QE2269'
 QE2269'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QE2269'5-1/2 MILES NORTH OF MONROE.
 QE2269
 QE2269                          STATION RECOVERY (1989)
 QE2269
 QE2269'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989
 QE2269'THE STATION IS LOCATED ABOUT 12 MILES SOUTH OF CORVALLIS.
 QE2269'TO REACH FROM CORVALLIS GO SOUTH ABOUT 19.2 KM (11.9 MI) TO BRUCE
 QE2269'ROADTURN LEFT (WEST) ONTO BRUCE ROAD AND GO 0.32 KM (0.20 MI) TO
 QE2269'RAILROAD TRACKS AND STATION.  THE STATION IS 10.97 M (35.99 FT) NORTH
 QE2269'OF THE CENTERLINE OF BRUCE ROAD AND 7.92 M (25.98 FT) WEST OF THE
 QE2269'TRACKS.  IT IS SET INTO A DRILL HOLE IN CONCRETE FOUNDATION FOR A
 QE2269'RAILROAD BUILDING.
 QE2269'PLEASE NOTE THAT THIS MARK IS PUBLISHED IN VERTICAL CONTROL, OREGON
 QE2269'STATE HIGHWAY DIVISION, LINE 307B.  THE PUBLISHED ELEVATION IS
 QE2269'264.814 FEET.
 QE2269'DESCRIBED BY RAY WILSON OF BENTON COUNTY.
 QE2269
 QE2269                          STATION RECOVERY (1990)
 QE2269
 QE2269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 QE2269'THE STATION IS LOCATED ABOUT 12 MI (19.3 KM) SOUTH OF CORVALLIS, 5.5
 QE2269'MI (8.9 KM) NORTH OF MONROE AND IN THE NORTHWEST QUADRANT OF THE
 QE2269'INTERSECTION OF BRUCE ROAD AND RAILROAD.  OWNERSHIP--DEPARTMENT OF
 QE2269'INTERIOR, U.S. FISH AND WILDLIFE, WILLIAM L. FINLEY NATIONAL WILDLIFE
 QE2269'REFUGE.
 QE2269'TO REACH, FROM MONROE POST OFFICE, GO EAST ON MAIN STREET FOR 0.05 MI
 QE2269'(0.08 KM) TO STATE ROUTE 99W.  TURN LEFT ON STATE ROUTE 99W AND GO
 QE2269'NORTHERLY FOR 5.5 MI (8.9 KM) TO THE INTERSECTION OF BRUCE ROAD. TURN
 QE2269'LEFT ON BRUCE ROAD AND GO WEST FOR 0.3 MI (0.5 KM) TO THE STATION ON
 QE2269'RIGHT.
 QE2269'LOCATED 36 FT (11.0 M) NORTH OF THE APPROXIMATE CENTER OF BRUCE ROAD,
 QE2269'26.0 FT (7.9 M) WEST OF THE WEST RAIL OF RAILROAD TRACKS, 0.6 M
 QE2269'(2.0 FT) WEST OF CARSONITE WITNESS POST, 0.3 M (1.0 FT) EAST OF METAL
 QE2269'WITNESS POST AND IN THE MOST EASTERN OF SIX BUILDING FOOTINGS.  THE
 QE2269'MARK PROJECTS 0.2 M (0.7 FT) ABOVE GROUND.
 QE2269
 QE2269                          STATION RECOVERY (1992)
 QE2269
 QE2269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 QE2269'STATION IS LOCATED ABOUT 20 KM (12.4 MI) SOUTH OF CORVALLIS, 9 KM
 QE2269'(5.6 MI) NORTH OF MONROE, IN THE NORTHWEST ANGLE OF A DIRT ROAD
 QE2269'CROSSING A RAILROAD TRACK, AT AN ENTRANCE TO THE WILLIAM L. FINLEY
 QE2269'NATIONAL WILDLIFE REFUGE, IN HIGH WEEDS.  OWNERSHIP--RAILROAD
 QE2269'RIGHT-OF-WAY LEASED TO THE US FISH AND WILDLIFE SERVICE.
 QE2269'TO REACH FROM THE ENTRANCE TO THE UNION HIGH SCHOOL BUILDING (BRICK)ON
 QE2269'THE EAST SIDE OF THE HIGHWAY AT THE NORTH EDGE OF MONROE, GO NORTH ON
 QE2269'STATE HIGHWAY 99W FOR 7.24 KM (4.50 MI) TO A PAVED ROAD RIGHT (OLD
 QE2269'RIVER ROAD).  CONTINUE AHEAD FOR 1.0 KM (0.6 MI) TO A CROSSROAD AT
 QE2269'NOW-CLOSED COUNTRY STORE ON THE LEFT.  TURN LEFT, WEST, ON (BRUCE
 QE2269'ROAD) PAVED, THEN GRAVEL ROAD FOR 0.48 KM (0.30 MI) ACROSS THE
 QE2269'RAILROAD TRACK TO THE STATION ON THE RIGHT.
 QE2269'STATION MARK IS SET IN THE TOP OF A 30-CM SQUARE CONCRETE POST
 QE2269'PROJECTING 15 CM ABOVE GROUND.  IT IS 7.2 M (23.6 FT) WEST OF, AND
 QE2269'SLIGHTLY HIGHER THAN THE WEST RAIL, 14.2 M (46.6 FT) NORTH OF THE
 QE2269'ROAD CENTER, 0.6 M (2.0 FT) WEST OF A FIBERGLASS WITNESS POST, 0.3
 QE2269'M (1.0 FT) EAST OF A METAL WITNESS POST, AND 2.9 M (9.5 FT)
 QE2269'WEST-SOUTHWEST OF A WOODEN POST FOR RIGHT-OF-WAY SIGN.
 QE2269
 QE2269                          STATION RECOVERY (1996)
 QE2269
 QE2269'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 QE2269'RECOVERED AS DESCRIBED BY NGS 1992 WITH AN ALTERNATE TO-REACH.
 QE2269'REFERENCE MONUMENTS NO 1 AND NO 3 WERE RECOVERED IN GOOD CONDITION  TO
 QE2269'REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 20 (ALSO SH 35) AND
 QE2269'STATE HIGHWAY 99W IN CORVALLIS, PROCEED SOUTH ON STATE HIGHWAY 99W
 QE2269'11.55 MILES (18.59 KM) TO BRUCE ROAD ON THE RIGHT, TURN RIGHT AND
 QE2269'PROCEED WEST ON BRUCE ROAD 0.3 MILES (0.5 KM) TO THE RAILROAD TRACKS
 QE2269'AND THE STATION ON THE RIGHT 8 M (26.2 FT) WEST OF THE RAILROAD TRACKS
 QE2269
 QE2269                          STATION RECOVERY (1998)
 QE2269
 QE2269'RECOVERY NOTE BY BENTON COUNTY OREGON 1998 (CJL)
 QE2269'THE STATION IS LOCATED ABOUT 18.5 KM (11.50 MI) SOUTH OF CORVALLIS,
 QE2269'9.0 KM (5.60 MI) NORTH OF MONROE, 0.4 KM (0.25 MI) WEST OF STATE
 QE2269'HIGHWAY 99W, IN THE NORTHWEST QUADRANT OF BRUCE ROAD CROSSING RAILROAD
 QE2269'TRACKS, AT AN ENTRANCE TO THE WILLIAM L. FINLEY NATIONAL WILDLIFE
 QE2269'REFUGE.  OWNERSHIP--WILLAMETTE AND PACIFIC RAILROAD RIGHT-OF-WAY.  TO
 QE2269'REACH THE STATION FROM WHERE THE STATE HIGHWAY 20 AND 34 OVERPASS
 QE2269'CROSSES STATE HIGHWAY 99W ON THE SOUTH SIDE OF CORVALLIS, GO SOUTH ON
 QE2269'HIGHWAY 99W FOR 18.5 KM (11.50 MI) TO A VACANT STORE AND BRUCE ROAD ON
 QE2269'THE RIGHT.  TURN RIGHT, WEST, ON BRUCE ROAD FOR 0.48 KM (0.30 MI) TO
 QE2269'THE STATION ON THE RIGHT JUST AFTER CROSSING THE RAILROAD TRACKS.  THE
 QE2269'STATION IS A U.S. ARMY CORPS OF ENGINEERS DISK SET IN THE TOP OF A 30
 QE2269'CM SQUARE CONCRETE FOOTING PROJECTING 15 CM ABOVE GROUND.  IT IS 7.2 M
 QE2269'(23.6 FT) WEST OF AND SLIGHTLY HIGHER THAN THE WEST RAIL, 14.2 M (46.6
 QE2269'FT) NORTH OF THE CENTER OF BRUCE ROAD, 2.9 M (9.5 FT) WEST-SOUTHWEST
 QE2269'FROM A U.S. FISH AND WILDLIFE SIGN, 0.6 M (2.0 FT) WEST OF A FIBERGLAS
 QE2269'WITNESS POST, AND 0.3 M (1.0 FT) EAST OF A METAL WITNESS POST.
 QE2269
 QE2269                          STATION RECOVERY (2000)
 QE2269
 QE2269'RECOVERY NOTE BY BENTON COUNTY OREGON 2000 (REW)
 QE2269'RECOVERED AS DESCRIBED.
 QE2269
 QE2269                          STATION RECOVERY (2006)
 QE2269
 QE2269'RECOVERY NOTE BY BENTON COUNTY OREGON 2006
 QE2269'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0209 ***********************************************************************
 NZ0209  DESIGNATION -  E 168
 NZ0209  PID         -  NZ0209
 NZ0209  STATE/COUNTY-  OR/JACKSON
 NZ0209  USGS QUAD   -  MEDFORD WEST (1983)
 NZ0209
 NZ0209                         *CURRENT SURVEY CONTROL
 NZ0209  ___________________________________________________________________
 NZ0209* NAD 83(1986)-  42 19 31.     (N)    122 52 39.     (W)     SCALED    
 NZ0209* NAVD 88     -       422.315  (meters)    1385.55   (feet)  ADJUSTED  
 NZ0209  ___________________________________________________________________
 NZ0209  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 NZ0209  DYNAMIC HT  -         422.148 (meters)    1385.00  (feet)  COMP
 NZ0209  MODELED GRAV-     980,213.9   (mgal)                       NAVD 88
 NZ0209
 NZ0209  VERT ORDER  -  FIRST     CLASS II
 NZ0209
 NZ0209.The horizontal coordinates were scaled from a topographic map and have
 NZ0209.an estimated accuracy of +/- 6 seconds.
 NZ0209
 NZ0209.The orthometric height was determined by differential leveling
 NZ0209.and adjusted in June 1991.
 NZ0209
 NZ0209.The geoid height was determined by GEOID03.
 NZ0209
 NZ0209.The dynamic height is computed by dividing the NAVD 88
 NZ0209.geopotential number by the normal gravity value computed on the
 NZ0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0209.degrees latitude (g = 980.6199 gals.).
 NZ0209
 NZ0209.The modeled gravity was interpolated from observed gravity values.
 NZ0209
 NZ0209;                    North         East    Units  Estimated Accuracy
 NZ0209;SPC OR S     -    75,940.    1,304,060.      MT  (+/- 180 meters Scaled)
 NZ0209
 NZ0209                          SUPERSEDED SURVEY CONTROL
 NZ0209
 NZ0209  NGVD 29 (??/??/92)  421.293  (m)         1382.19   (f) ADJ UNCH    1 2
 NZ0209
 NZ0209.Superseded values are not recommended for survey control.
 NZ0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0209.See file dsdata.txt to determine how the superseded data were derived.
 NZ0209
 NZ0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM100859(NAD 83)
 NZ0209_MARKER: DD = SURVEY DISK
 NZ0209_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 NZ0209_SP_SET: WALL
 NZ0209_STAMPING: E 168 1942 D 17
 NZ0209_MARK LOGO: USE   
 NZ0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0209+STABILITY: SURFACE MOTION
 NZ0209_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NZ0209+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2006
 NZ0209
 NZ0209  HISTORY     - Date     Condition        Report By
 NZ0209  HISTORY     - 1942     MONUMENTED       USE
 NZ0209  HISTORY     - 1954     GOOD             CGS
 NZ0209  HISTORY     - 1987     GOOD             NGS
 NZ0209  HISTORY     - 19890707 GOOD             OR-029
 NZ0209  HISTORY     - 20060826 GOOD             USPSQD
 NZ0209
 NZ0209                          STATION DESCRIPTION
 NZ0209
 NZ0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NZ0209'IN MEDFORD.
 NZ0209'AT MEDFORD, AT THE WEST CORNER OF THE INTERSECTION OF WEST 6TH AND
 NZ0209'NORTH HOLLY STREETS, AT THE MAIN ENTRANCE TO THE POST OFFICE, IN THE
 NZ0209'TOP OF THE NORTH CORNER OF THE 1ST LANDING, 0.5 FOOT SOUTHEAST OF THE
 NZ0209'SOUTHEAST CONCRETE WALL OF THE BUILDING, 0.5 FOOT SOUTHWEST OF THE
 NZ0209'NORTHEAST GUARDRAIL, AND ABOUT 2 FEET HIGHER THAN THE SIDEWALK.
 NZ0209
 NZ0209                          STATION RECOVERY (1987)
 NZ0209
 NZ0209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 NZ0209'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS. CHANGE--THE
 NZ0209'POST OFFICE TO THE FEDERIAL BUILDING.  THE ORIGINAL DESCRIPTION
 NZ0209'STATES THAT THE DISK IS STAMPED E 168 1942, BUT IS STAMPED--
 NZ0209'E 168 1942 D 17.  NOTE--THIS IS NOT TO BE CONFUSED WITH THE NOW POST
 NZ0209'OFFICE AND FEDERAL BUILDING LOCATED AT 8TH AND IVY STREETS.
 NZ0209
 NZ0209                          STATION RECOVERY (1989)
 NZ0209
 NZ0209'RECOVERY NOTE BY JACKSON COUNTY OREGON 1989
 NZ0209'RECOVERED IN GOOD CONDITION.
 NZ0209
 NZ0209                          STATION RECOVERY (2006)
 NZ0209
 NZ0209'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 NZ0209'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0028 ***********************************************************************
 NY0028  DESIGNATION -  E 17
 NY0028  PID         -  NY0028
 NY0028  STATE/COUNTY-  OR/LAKE
 NY0028  USGS QUAD   -  COGLAN BUTTES SE (1966)
 NY0028
 NY0028                         *CURRENT SURVEY CONTROL
 NY0028  ___________________________________________________________________
 NY0028* NAD 83(1986)-  42 37 23.     (N)    120 16 43.     (W)     SCALED    
 NY0028* NAVD 88     -      1300.396  (meters)    4266.38   (feet)  ADJUSTED  
 NY0028  ___________________________________________________________________
 NY0028  GEOID HEIGHT-         -20.59  (meters)                     GEOID03
 NY0028  DYNAMIC HT  -        1299.632 (meters)    4263.88  (feet)  COMP
 NY0028  MODELED GRAV-     979,989.0   (mgal)                       NAVD 88
 NY0028
 NY0028  VERT ORDER  -  FIRST     CLASS II
 NY0028
 NY0028.The horizontal coordinates were scaled from a topographic map and have
 NY0028.an estimated accuracy of +/- 6 seconds.
 NY0028
 NY0028.The orthometric height was determined by differential leveling
 NY0028.and adjusted in June 1991.
 NY0028
 NY0028.The geoid height was determined by GEOID03.
 NY0028
 NY0028.The dynamic height is computed by dividing the NAVD 88
 NY0028.geopotential number by the normal gravity value computed on the
 NY0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0028.degrees latitude (g = 980.6199 gals.).
 NY0028
 NY0028.The modeled gravity was interpolated from observed gravity values.
 NY0028
 NY0028;                    North         East    Units  Estimated Accuracy
 NY0028;SPC OR S     -   106,260.    1,518,160.      MT  (+/- 180 meters Scaled)
 NY0028
 NY0028                          SUPERSEDED SURVEY CONTROL
 NY0028
 NY0028  NGVD 29 (??/??/92) 1299.233  (m)         4262.57   (f) ADJ UNCH    1 2
 NY0028
 NY0028.Superseded values are not recommended for survey control.
 NY0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0028.See file dsdata.txt to determine how the superseded data were derived.
 NY0028
 NY0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGN231225(NAD 83)
 NY0028_MARKER: DB = BENCH MARK DISK
 NY0028_SETTING: 66 = SET IN ROCK OUTCROP
 NY0028_SP_SET: BEDROCK
 NY0028_STAMPING: E 17 1920
 NY0028_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NY0028+STABILITY: POSITION/ELEVATION WELL
 NY0028
 NY0028  HISTORY     - Date     Condition        Report By
 NY0028  HISTORY     - 1920     MONUMENTED       CGS
 NY0028
 NY0028                          STATION DESCRIPTION
 NY0028
 NY0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1920
 NY0028'2.6 MI NE FROM VALLEY FALLS.
 NY0028'2.6 MILES NORTHEAST ALONG THE FREMONT HIGHWAY (U.S. 395) FROM THE
 NY0028'JUNCTION OF STATE HIGHWAY 31 AT VALLEY FALLS, LAKE COUNTY, THENCE
 NY0028'ABOUT 8 MILES NORTH ALONG THE ALKALI LAKE ROAD.  ABOUT 7-3/4 MILES
 NY0028'NORTH OF HOTCHKISS RANCH, ON THE WEST SHORE OF LAKE ABERT, ABOUT 100
 NY0028'FEET EAST OF THE ROAD, 80 FEET WEST OF A SPRING, NEAR A CAIRN, AND IN
 NY0028'BEDROCK.  A STANDARD DISK, STAMPED E 17 1920.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0437 ***********************************************************************
 PA0437  DESIGNATION -  E 18
 PA0437  PID         -  PA0437
 PA0437  STATE/COUNTY-  OR/HARNEY
 PA0437  USGS QUAD   -  HAY LAKE (1980)
 PA0437
 PA0437                         *CURRENT SURVEY CONTROL
 PA0437  ___________________________________________________________________
 PA0437* NAD 83(1986)-  43 28 13.     (N)    119 48 57.     (W)     SCALED    
 PA0437* NAVD 88     -      1398.433  (meters)    4588.03   (feet)  ADJUSTED  
 PA0437  ___________________________________________________________________
 PA0437  GEOID HEIGHT-         -19.55  (meters)                     GEOID03
 PA0437  DYNAMIC HT  -        1397.711 (meters)    4585.66  (feet)  COMP
 PA0437  MODELED GRAV-     980,054.7   (mgal)                       NAVD 88
 PA0437
 PA0437  VERT ORDER  -  FIRST     CLASS II
 PA0437
 PA0437.The horizontal coordinates were scaled from a topographic map and have
 PA0437.an estimated accuracy of +/- 6 seconds.
 PA0437
 PA0437.The orthometric height was determined by differential leveling
 PA0437.and adjusted in June 1991.
 PA0437
 PA0437.The geoid height was determined by GEOID03.
 PA0437
 PA0437.The dynamic height is computed by dividing the NAVD 88
 PA0437.geopotential number by the normal gravity value computed on the
 PA0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0437.degrees latitude (g = 980.6199 gals.).
 PA0437
 PA0437.The modeled gravity was interpolated from observed gravity values.
 PA0437
 PA0437;                    North         East    Units  Estimated Accuracy
 PA0437;SPC OR S     -   200,580.    1,555,360.      MT  (+/- 180 meters Scaled)
 PA0437
 PA0437                          SUPERSEDED SURVEY CONTROL
 PA0437
 PA0437  NGVD 29 (??/??/92) 1397.209  (m)         4584.01   (f) ADJ UNCH    1 2
 PA0437
 PA0437.Superseded values are not recommended for survey control.
 PA0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0437.See file dsdata.txt to determine how the superseded data were derived.
 PA0437
 PA0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKJ722168(NAD 83)
 PA0437_MARKER: DB = BENCH MARK DISK
 PA0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PA0437_STAMPING: E 18 1920
 PA0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0437+STABILITY: SURFACE MOTION
 PA0437
 PA0437  HISTORY     - Date     Condition        Report By
 PA0437  HISTORY     - 1920     MONUMENTED       CGS
 PA0437  HISTORY     - 1976     GOOD             USGS
 PA0437
 PA0437                          STATION DESCRIPTION
 PA0437
 PA0437'DESCRIBED BY US GEOLOGICAL SURVEY 1976
 PA0437'17.6 MI NE FROM WAGONTIRE.
 PA0437'WAGONTIRE, 2.2 MILES NE OF ALONG U.S. HWY 395, THEN 15.4 MILES NORTH
 PA0437'ON BLADED ROAD, RILEY STORE (AT THE INTERSECTION OF U.S. HWYS 20 AND
 PA0437'395) 13.6 MILES WEST OF ON U.S. HWY 20, THEN 5.6 MILES SOUTH ON BLADED
 PA0437'ROAD, 0.3 MILE SW OF A WIRE GATE AT FENCE X-ING, 580 FEET NORTH OF THE
 PA0437'SW CORNER OF SECTION 23/T24S/R24E, ABOUT 450 FEET NW OF CENTERLINE OF
 PA0437'MAIN ROAD, 108 FEET NE OF THE JUNCTION OF TRACK ROADS, 33 FEET NORTH
 PA0437'OF A TRACK ROAD, 24 FEET SE OF A TRACK ROAD, A USC AND GS TABLET SET
 PA0437'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0202 ***********************************************************************
 PA0202  DESIGNATION -  E 19
 PA0202  PID         -  PA0202
 PA0202  STATE/COUNTY-  OR/HARNEY
 PA0202  USGS QUAD   -  BURNS (1960)
 PA0202
 PA0202                         *CURRENT SURVEY CONTROL
 PA0202  ___________________________________________________________________
 PA0202* NAD 83(1986)-  43 35 10.     (N)    119 00 07.     (W)     SCALED    
 PA0202* NAVD 88     -      1264.026  (meters)    4147.06   (feet)  ADJUSTED  
 PA0202  ___________________________________________________________________
 PA0202  GEOID HEIGHT-         -19.05  (meters)                     GEOID03
 PA0202  DYNAMIC HT  -        1263.418 (meters)    4145.06  (feet)  COMP
 PA0202  MODELED GRAV-     980,094.9   (mgal)                       NAVD 88
 PA0202
 PA0202  VERT ORDER  -  FIRST     CLASS II
 PA0202
 PA0202.The horizontal coordinates were scaled from a topographic map and have
 PA0202.an estimated accuracy of +/- 6 seconds.
 PA0202
 PA0202.The orthometric height was determined by differential leveling
 PA0202.and adjusted in June 1991.
 PA0202
 PA0202.The geoid height was determined by GEOID03.
 PA0202
 PA0202.The dynamic height is computed by dividing the NAVD 88
 PA0202.geopotential number by the normal gravity value computed on the
 PA0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0202.degrees latitude (g = 980.6199 gals.).
 PA0202
 PA0202.The modeled gravity was interpolated from observed gravity values.
 PA0202
 PA0202;                    North         East    Units  Estimated Accuracy
 PA0202;SPC OR S     -   214,300.    1,620,970.      MT  (+/- 180 meters Scaled)
 PA0202
 PA0202                          SUPERSEDED SURVEY CONTROL
 PA0202
 PA0202  NGVD 29 (??/??/92) 1262.841  (m)         4143.17   (f) ADJ UNCH    1 2
 PA0202
 PA0202.Superseded values are not recommended for survey control.
 PA0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0202.See file dsdata.txt to determine how the superseded data were derived.
 PA0202
 PA0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ383278(NAD 83)
 PA0202_MARKER: DB = BENCH MARK DISK
 PA0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PA0202_STAMPING: E 19 1920
 PA0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0202+STABILITY: SURFACE MOTION
 PA0202
 PA0202  HISTORY     - Date     Condition        Report By
 PA0202  HISTORY     - 1920     MONUMENTED       CGS
 PA0202  HISTORY     - 1934     GOOD             NGS
 PA0202  HISTORY     - 1984     MARK NOT FOUND   NGS
 PA0202
 PA0202                          STATION DESCRIPTION
 PA0202
 PA0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1920
 PA0202'2.7 MI E FROM BURNS.
 PA0202'2.7 MILES EAST ALONG THE CRANE ROAD (OREGON 78) FROM BURNS, HARNEY
 PA0202'COUNTY, ABOUT 650 FEET SOUTH OF THE GEORGE WHITING HOUSE, 25 FEET
 PA0202'NORTH OF THE HIGHWAY, 10 FEET EAST OF A LARGE GATE, AND AT THE FENCE
 PA0202'LINE.  A STANDARD DISK, STAMPED E 19 1920 AND SET IN THE TOP OF A
 PA0202'CONCRETE POST.
 PA0202
 PA0202                          STATION RECOVERY (1934)
 PA0202
 PA0202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PA0202'RECOVERED IN GOOD CONDITION.
 PA0202
 PA0202                          STATION RECOVERY (1984)
 PA0202
 PA0202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PA0202'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1122 ***********************************************************************
 QE1122  DESIGNATION -  E 192
 QE1122  PID         -  QE1122
 QE1122  STATE/COUNTY-  OR/LINCOLN
 QE1122  USGS QUAD   -  LINCOLN CITY (1984)
 QE1122
 QE1122                         *CURRENT SURVEY CONTROL
 QE1122  ___________________________________________________________________
 QE1122* NAD 83(1986)-  44 58 36.     (N)    124 00 41.     (W)     SCALED    
 QE1122* NAVD 88     -        31.187  (meters)     102.32   (feet)  ADJUSTED  
 QE1122  ___________________________________________________________________
 QE1122  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 QE1122  DYNAMIC HT  -          31.188 (meters)     102.32  (feet)  COMP
 QE1122  MODELED GRAV-     980,646.7   (mgal)                       NAVD 88
 QE1122
 QE1122  VERT ORDER  -  FIRST     CLASS II
 QE1122
 QE1122.The horizontal coordinates were scaled from a topographic map and have
 QE1122.an estimated accuracy of +/- 6 seconds.
 QE1122
 QE1122.The orthometric height was determined by differential leveling
 QE1122.and adjusted in June 1991.
 QE1122.WARNING-Repeat measurements at this control monument indicate possible
 QE1122.vertical movement.
 QE1122
 QE1122.The geoid height was determined by GEOID03.
 QE1122
 QE1122.The dynamic height is computed by dividing the NAVD 88
 QE1122.geopotential number by the normal gravity value computed on the
 QE1122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1122.degrees latitude (g = 980.6199 gals.).
 QE1122
 QE1122.The modeled gravity was interpolated from observed gravity values.
 QE1122
 QE1122;                    North         East    Units  Estimated Accuracy
 QE1122;SPC OR N     -   151,590.    2,223,140.      MT  (+/- 180 meters Scaled)
 QE1122
 QE1122                          SUPERSEDED SURVEY CONTROL
 QE1122
 QE1122  NGVD 29 (??/??/92)   30.232  (m)           99.19   (f) ADJ UNCH    1 2
 QE1122
 QE1122.Superseded values are not recommended for survey control.
 QE1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1122.See file dsdata.txt to determine how the superseded data were derived.
 QE1122
 QE1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ202808(NAD 83)
 QE1122_MARKER: DB = BENCH MARK DISK
 QE1122_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QE1122_SP_SET: SIDEWALK
 QE1122_STAMPING: E 192 1941
 QE1122_MARK LOGO: CGS   
 QE1122_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE1122
 QE1122  HISTORY     - Date     Condition        Report By
 QE1122  HISTORY     - 1941     MONUMENTED       CGS
 QE1122  HISTORY     - 1965     GOOD             NGS
 QE1122  HISTORY     - 1983     GOOD             USPSQD
 QE1122  HISTORY     - 1987     GOOD             USPSQD
 QE1122  HISTORY     - 1987     GOOD             NGS
 QE1122  HISTORY     - 1989     GOOD             USPSQD
 QE1122  HISTORY     - 20040508 MARK NOT FOUND   USPSQD
 QE1122
 QE1122                          STATION DESCRIPTION
 QE1122
 QE1122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 QE1122'IN OCEANLAKE.
 QE1122'AT OCEANLAKE ON THE EAST SIDE OF U.S. HIGHWAY 101, 5 FEET SOUTHWEST OF
 QE1122'THE SOUTHWEST CORNER OF THE LAKESIDE THEATRE, 5 FEET NORTHWEST OF THE
 QE1122'NORTHWEST CORNER OF JOHNSENS JEWELRY STORE AND 2 FEET EAST OF THE
 QE1122'CURB.
 QE1122
 QE1122                          STATION RECOVERY (1983)
 QE1122
 QE1122'RECOVERY NOTE BY US POWER SQUADRON 1983
 QE1122'RECOVERED IN GOOD CONDITION.
 QE1122
 QE1122                          STATION RECOVERY (1987)
 QE1122
 QE1122'RECOVERY NOTE BY US POWER SQUADRON 1987 (ECD)
 QE1122'RECOVERED IN GOOD CONDITION.
 QE1122
 QE1122                          STATION RECOVERY (1987)
 QE1122
 QE1122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE1122'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  IN LINCOLN
 QE1122'CITY, AT 1616 NORTH U.S. HIGHWAY 101, IN THE WEST EDGE OF THE
 QE1122'SIDEWALK ALONG THE EAST EDGE OF THE HIGHWAY, BETWEEN THE BIJOU
 QE1122'THEATRE AND THE FASHIONIQUE SHOP BUILDINGS, 5.9 M (19.4 FT) NORTH OF
 QE1122'A UTILITY POLE, 1.8 M (5.9 FT) WEST OF THE NORTHWEST CORNER OF THE
 QE1122'SHOP, 1.8 M (5.9 FT) WEST OF THE SOUTHWEST CORNER OF THE THEATRE, AND
 QE1122'1.7 M (5.6 FT) EAST OF THE EAST CURB OF THE HIGHWAY.
 QE1122'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 QE1122
 QE1122                          STATION RECOVERY (1989)
 QE1122
 QE1122'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 QE1122'RECOVERED IN GOOD CONDITION.
 QE1122
 QE1122                          STATION RECOVERY (2004)
 QE1122
 QE1122'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 QE1122'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0499 ***********************************************************************
 QE0499  DESIGNATION -  E 193
 QE0499  PID         -  QE0499
 QE0499  STATE/COUNTY-  OR/POLK
 QE0499  USGS QUAD   -  DALLAS (1986)
 QE0499
 QE0499                         *CURRENT SURVEY CONTROL
 QE0499  ___________________________________________________________________
 QE0499* NAD 83(1986)-  44 54 48.     (N)    123 19 44.     (W)     SCALED    
 QE0499* NAVD 88     -       122.562  (meters)     402.11   (feet)  ADJUSTED  
 QE0499  ___________________________________________________________________
 QE0499  GEOID HEIGHT-         -21.99  (meters)                     GEOID03
 QE0499  DYNAMIC HT  -         122.561 (meters)     402.10  (feet)  COMP
 QE0499  MODELED GRAV-     980,605.9   (mgal)                       NAVD 88
 QE0499
 QE0499  VERT ORDER  -  FIRST     CLASS II
 QE0499
 QE0499.The horizontal coordinates were scaled from a topographic map and have
 QE0499.an estimated accuracy of +/- 6 seconds.
 QE0499
 QE0499.The orthometric height was determined by differential leveling
 QE0499.and adjusted in June 1991.
 QE0499
 QE0499.The geoid height was determined by GEOID03.
 QE0499
 QE0499.The dynamic height is computed by dividing the NAVD 88
 QE0499.geopotential number by the normal gravity value computed on the
 QE0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0499.degrees latitude (g = 980.6199 gals.).
 QE0499
 QE0499.The modeled gravity was interpolated from observed gravity values.
 QE0499
 QE0499;                    North         East    Units  Estimated Accuracy
 QE0499;SPC OR N     -   142,440.    2,276,680.      MT  (+/- 180 meters Scaled)
 QE0499
 QE0499                          SUPERSEDED SURVEY CONTROL
 QE0499
 QE0499  NGVD 29 (??/??/92)  121.525  (m)          398.70   (f) ADJ UNCH    1 2
 QE0499
 QE0499.Superseded values are not recommended for survey control.
 QE0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0499.See file dsdata.txt to determine how the superseded data were derived.
 QE0499
 QE0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ740733(NAD 83)
 QE0499_MARKER: DD = SURVEY DISK
 QE0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0499_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0499_STAMPING: E 193 1940
 QE0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0499+STABILITY: SURFACE MOTION
 QE0499
 QE0499  HISTORY     - Date     Condition        Report By
 QE0499  HISTORY     - 1940     MONUMENTED       ORGS
 QE0499  HISTORY     - 1941     GOOD             NGS
 QE0499  HISTORY     - 1973     MARK NOT FOUND   NGS
 QE0499
 QE0499                          STATION DESCRIPTION
 QE0499
 QE0499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QE0499'IN DALLAS.
 QE0499'MARK IS LOCATED IN DALLAS AT INTERSECTION OF OAKDALE STREET AND
 QE0499'FAIRVIEW AVE., 18 FEET NORTH OF OAKDALE STREET, 21 FEET EAST OF
 QE0499'FAIRVIEW AVE., 2 FEET WEST OF SIDEWALK AND ABOUT LEVEL WITH SIDEWALK.
 QE0499'U.S.B.M. WITNESS POST IS SET NEAR MARK.
 QE0499
 QE0499                          STATION RECOVERY (1973)
 QE0499
 QE0499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 QE0499'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1300 ***********************************************************************
 RD1300  DESIGNATION -  E 195
 RD1300  PID         -  RD1300
 RD1300  STATE/COUNTY-  OR/CLATSOP
 RD1300  USGS QUAD   -  VINEMAPLE (1984)
 RD1300
 RD1300                         *CURRENT SURVEY CONTROL
 RD1300  ___________________________________________________________________
 RD1300* NAD 83(1986)-  45 53 48.     (N)    123 32 37.     (W)     SCALED    
 RD1300* NAVD 88     -       134.757  (meters)     442.12   (feet)  ADJUSTED  
 RD1300  ___________________________________________________________________
 RD1300  GEOID HEIGHT-         -21.27  (meters)                     GEOID03
 RD1300  DYNAMIC HT  -         134.769 (meters)     442.15  (feet)  COMP
 RD1300  MODELED GRAV-     980,698.5   (mgal)                       NAVD 88
 RD1300
 RD1300  VERT ORDER  -  SECOND    CLASS 0
 RD1300
 RD1300.The horizontal coordinates were scaled from a topographic map and have
 RD1300.an estimated accuracy of +/- 6 seconds.
 RD1300
 RD1300.The orthometric height was determined by differential leveling
 RD1300.and adjusted in June 1991.
 RD1300
 RD1300.The geoid height was determined by GEOID03.
 RD1300
 RD1300.The dynamic height is computed by dividing the NAVD 88
 RD1300.geopotential number by the normal gravity value computed on the
 RD1300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1300.degrees latitude (g = 980.6199 gals.).
 RD1300
 RD1300.The modeled gravity was interpolated from observed gravity values.
 RD1300
 RD1300;                    North         East    Units  Estimated Accuracy
 RD1300;SPC OR N     -   252,260.    2,263,860.      MT  (+/- 180 meters Scaled)
 RD1300
 RD1300                          SUPERSEDED SURVEY CONTROL
 RD1300
 RD1300  NGVD 29 (??/??/92)  133.686  (m)          438.60   (f) ADJ UNCH    2 0
 RD1300
 RD1300.Superseded values are not recommended for survey control.
 RD1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1300.See file dsdata.txt to determine how the superseded data were derived.
 RD1300
 RD1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR578827(NAD 83)
 RD1300_MARKER: DD = SURVEY DISK
 RD1300_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RD1300_SP_SET: PIER
 RD1300_STAMPING: 195 E 1941
 RD1300_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RD1300
 RD1300  HISTORY     - Date     Condition        Report By
 RD1300  HISTORY     - 1941     MONUMENTED       ORDT
 RD1300  HISTORY     - 1941     GOOD             NGS
 RD1300  HISTORY     - 1982     MARK NOT FOUND   USGS
 RD1300
 RD1300                          STATION DESCRIPTION
 RD1300
 RD1300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 RD1300'5.4 MI S FROM JEWELL.
 RD1300'ABOUT 5.4 MILES SOUTH OF JEWELL, ABOUT 3.8 MILES NORTH OF WOLF CREEK
 RD1300'JUNCTION, ALONG THE ELSIE- JEWELL ROAD, ON THE WOODEN TRUSS BRIDGE
 RD1300'OVER THE NEHALEM RIVER, TOP OF THE SOUTHEAST CONCRETE PIER.  AN OSHD
 RD1300'DISK SET.
 RD1300
 RD1300                          STATION RECOVERY (1982)
 RD1300
 RD1300'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 RD1300'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0830 ***********************************************************************
 RD0830  DESIGNATION -  E 196
 RD0830  PID         -  RD0830
 RD0830  STATE/COUNTY-  OR/COLUMBIA
 RD0830  USGS QUAD   -  BIRKENFELD (1979)
 RD0830
 RD0830                         *CURRENT SURVEY CONTROL
 RD0830  ___________________________________________________________________
 RD0830* NAD 83(1986)-  45 59 00.     (N)    123 20 40.     (W)     SCALED    
 RD0830* NAVD 88     -       167.358  (meters)     549.07   (feet)  ADJUSTED  
 RD0830  ___________________________________________________________________
 RD0830  GEOID HEIGHT-         -21.24  (meters)                     GEOID03
 RD0830  DYNAMIC HT  -         167.371 (meters)     549.12  (feet)  COMP
 RD0830  MODELED GRAV-     980,688.8   (mgal)                       NAVD 88
 RD0830
 RD0830  VERT ORDER  -  SECOND    CLASS 0
 RD0830
 RD0830.The horizontal coordinates were scaled from a topographic map and have
 RD0830.an estimated accuracy of +/- 6 seconds.
 RD0830
 RD0830.The orthometric height was determined by differential leveling
 RD0830.and adjusted in June 1991.
 RD0830
 RD0830.The geoid height was determined by GEOID03.
 RD0830
 RD0830.The dynamic height is computed by dividing the NAVD 88
 RD0830.geopotential number by the normal gravity value computed on the
 RD0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0830.degrees latitude (g = 980.6199 gals.).
 RD0830
 RD0830.The modeled gravity was interpolated from observed gravity values.
 RD0830
 RD0830;                    North         East    Units  Estimated Accuracy
 RD0830;SPC OR N     -   261,320.    2,279,640.      MT  (+/- 180 meters Scaled)
 RD0830
 RD0830                          SUPERSEDED SURVEY CONTROL
 RD0830
 RD0830  NGVD 29 (??/??/92)  166.271  (m)          545.51   (f) ADJ UNCH    2 0
 RD0830
 RD0830.Superseded values are not recommended for survey control.
 RD0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0830.See file dsdata.txt to determine how the superseded data were derived.
 RD0830
 RD0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR733922(NAD 83)
 RD0830_MARKER: DD = SURVEY DISK
 RD0830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0830_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0830_STAMPING: E 196 1941
 RD0830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0830+STABILITY: SURFACE MOTION
 RD0830
 RD0830  HISTORY     - Date     Condition        Report By
 RD0830  HISTORY     - 1941     MONUMENTED       ORDT
 RD0830  HISTORY     - 1941     GOOD             NGS
 RD0830  HISTORY     - 1990     GOOD             USPSQD
 RD0830
 RD0830                          STATION DESCRIPTION
 RD0830
 RD0830'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 RD0830'11 MI NE FROM JEWELL.
 RD0830'0.8 MI. SW. OF BIRKENFELD ABOUT 11. MILES NORTHEAST OF JEWELL, ALONG
 RD0830'THE NEHALEM HIGHWAY, 30 FEET WEST OF CENTER OF HIGHWAY, 50 FEET NORTH
 RD0830'OF CATTLE PASS ON THE LAND OF J.E. JOHNSON.  AN OSHD DISK SET IN A
 RD0830'CONCRETE POST.  WITNESS POST SET BY MARK.
 RD0830
 RD0830                          STATION RECOVERY (1990)
 RD0830
 RD0830'RECOVERY NOTE BY US POWER SQUADRON 1990 (KRN)
 RD0830'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH0852 ***********************************************************************
 OH0852  DESIGNATION -  E 197
 OH0852  PID         -  OH0852
 OH0852  STATE/COUNTY-  OR/MALHEUR
 OH0852  USGS QUAD   -  CAIRO (1967)
 OH0852
 OH0852                         *CURRENT SURVEY CONTROL
 OH0852  ___________________________________________________________________
 OH0852* NAD 83(1986)-  43 52 37.     (N)    117 00 07.     (W)     SCALED    
 OH0852* NAVD 88     -       665.652  (meters)    2183.89   (feet)  ADJUSTED  
 OH0852  ___________________________________________________________________
 OH0852  GEOID HEIGHT-         -17.88  (meters)                     GEOID03
 OH0852  DYNAMIC HT  -         665.445 (meters)    2183.21  (feet)  COMP
 OH0852  MODELED GRAV-     980,286.6   (mgal)                       NAVD 88
 OH0852
 OH0852  VERT ORDER  -  FIRST     CLASS II
 OH0852
 OH0852.The horizontal coordinates were scaled from a topographic map and have
 OH0852.an estimated accuracy of +/- 6 seconds.
 OH0852
 OH0852.The orthometric height was determined by differential leveling
 OH0852.and adjusted in June 1991.
 OH0852
 OH0852.The geoid height was determined by GEOID03.
 OH0852
 OH0852.The dynamic height is computed by dividing the NAVD 88
 OH0852.geopotential number by the normal gravity value computed on the
 OH0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0852.degrees latitude (g = 980.6199 gals.).
 OH0852
 OH0852.The modeled gravity was interpolated from observed gravity values.
 OH0852
 OH0852;                    North         East    Units  Estimated Accuracy
 OH0852;SPC OR S     -   251,400.    1,781,060.      MT  (+/- 180 meters Scaled)
 OH0852
 OH0852                          SUPERSEDED SURVEY CONTROL
 OH0852
 OH0852  NGVD 29 (??/??/92)  664.691  (m)         2180.74   (f) ADJ UNCH    1 2
 OH0852
 OH0852.Superseded values are not recommended for survey control.
 OH0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0852.See file dsdata.txt to determine how the superseded data were derived.
 OH0852
 OH0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ998582(NAD 83)
 OH0852_MARKER: DD = SURVEY DISK
 OH0852_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OH0852_SP_SET: STEP
 OH0852_STAMPING: E 197 1941
 OH0852_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH0852
 OH0852  HISTORY     - Date     Condition        Report By
 OH0852  HISTORY     - 1941     MONUMENTED       ORDT
 OH0852  HISTORY     - 1941     GOOD             NGS
 OH0852
 OH0852                          STATION DESCRIPTION
 OH0852
 OH0852'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 OH0852'IN NYSSA.
 OH0852'AT NYSSA, MALHEUR COUNTY, IN THE WEST PART OF TOWN, AT THE WEST END OF
 OH0852'MAIN STREET, AT THE EAST (MAIN) ENTRANCE OF THE NYSSA SCHOOL, IN THE
 OH0852'TOP OF THE THIRD STEP, AND 1 FOOT FROM THE WALL.  AN OREGON STATE
 OH0852'HIGHWAY DEPARTMENT STANDARD DISK, STAMPED E 197 1941.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1147 ***********************************************************************
 QE1147  DESIGNATION -  E 198
 QE1147  PID         -  QE1147
 QE1147  STATE/COUNTY-  OR/LINCOLN
 QE1147  USGS QUAD   -  LINCOLN CITY (1984)
 QE1147
 QE1147                         *CURRENT SURVEY CONTROL
 QE1147  ___________________________________________________________________
 QE1147* NAD 83(1986)-  44 54 50.     (N)    124 00 20.     (W)     SCALED    
 QE1147* NAVD 88     -         2.498  (meters)       8.20   (feet)  ADJUSTED  
 QE1147  ___________________________________________________________________
 QE1147  GEOID HEIGHT-         -23.15  (meters)                     GEOID03
 QE1147  DYNAMIC HT  -           2.498 (meters)       8.20  (feet)  COMP
 QE1147  MODELED GRAV-     980,644.6   (mgal)                       NAVD 88
 QE1147
 QE1147  VERT ORDER  -  FIRST     CLASS II
 QE1147
 QE1147.The horizontal coordinates were scaled from a topographic map and have
 QE1147.an estimated accuracy of +/- 6 seconds.
 QE1147
 QE1147.The orthometric height was determined by differential leveling
 QE1147.and adjusted in June 1991.
 QE1147
 QE1147.The geoid height was determined by GEOID03.
 QE1147
 QE1147.The dynamic height is computed by dividing the NAVD 88
 QE1147.geopotential number by the normal gravity value computed on the
 QE1147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1147.degrees latitude (g = 980.6199 gals.).
 QE1147
 QE1147.The modeled gravity was interpolated from observed gravity values.
 QE1147
 QE1147;                    North         East    Units  Estimated Accuracy
 QE1147;SPC OR N     -   144,600.    2,223,300.      MT  (+/- 180 meters Scaled)
 QE1147
 QE1147                          SUPERSEDED SURVEY CONTROL
 QE1147
 QE1147  NGVD 29 (??/??/92)    1.490  (m)            4.89   (f) ADJ UNCH    1 2
 QE1147
 QE1147.Superseded values are not recommended for survey control.
 QE1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1147.See file dsdata.txt to determine how the superseded data were derived.
 QE1147
 QE1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ206738(NAD 83)
 QE1147_MARKER: DD = SURVEY DISK
 QE1147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE1147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE1147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE1147+STABILITY: SURFACE MOTION
 QE1147
 QE1147  HISTORY     - Date     Condition        Report By
 QE1147  HISTORY     - UNK      MONUMENTED       ORDT
 QE1147  HISTORY     - 1965     MARK NOT FOUND   NGS
 QE1147  HISTORY     - 1979     MARK NOT FOUND   USGS
 QE1147  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 QE1147
 QE1147                          STATION DESCRIPTION
 QE1147
 QE1147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 QE1147'0.6 MI S FROM CUTLER CITY.
 QE1147'1.0 MILE SOUTH ALONG OREGON COAST HIGHWAY 101 FROM TAFT, LINCOLN
 QE1147'COUNTY, 0.6 MILE SOUTH OF CUTLER CITY, ABOUT 350 FEET NORTHWEST OF THE
 QE1147'JUNCTION OF DRIFT ROAD LEADING NORTHEAST, 30 FEET NORTHEAST OF THE
 QE1147'CENTER LINE OF THE HIGHWAY, 21 FEET NORTHWEST OF THE SECOND TELEPHONE
 QE1147'POLE FROM THE JUNCTION (POLE 1631), DIRECTLY ACROSS THE HIGHWAY FROM
 QE1147'AN EAST-WEST BARBED WIRE FENCE, AT A WHITE WOODEN WITNESS POST AND
 QE1147'ABOUT 6 FEET LOWER THAN THE HIGHWAY.  AN OREGON STATE HIGHWAY
 QE1147'DEPARTMENT STANDARD DISK, STAMPED E 198 1940 AND SET IN THE TOP OF A
 QE1147'CONCRETE POST PROJECTING 6 INCHES ABOVE THE GROUND.
 QE1147
 QE1147                          STATION RECOVERY (1979)
 QE1147
 QE1147'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 QE1147'MARK NOT FOUND.
 QE1147
 QE1147                          STATION RECOVERY (1989)
 QE1147
 QE1147'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 QE1147'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0237 ***********************************************************************
 PB0237  DESIGNATION -  E 2
 PB0237  PID         -  PB0237
 PB0237  STATE/COUNTY-  OR/DESCHUTES
 PB0237  USGS QUAD   -  ANNS BUTTE (1981)
 PB0237
 PB0237                         *CURRENT SURVEY CONTROL
 PB0237  ___________________________________________________________________
 PB0237* NAD 83(1986)-  43 51 46.     (N)    121 28 22.     (W)     SCALED    
 PB0237* NAVD 88     -      1291.48   (+/-2cm)    4237.1    (feet)  VERTCON   
 PB0237  ___________________________________________________________________
 PB0237  GEOID HEIGHT-         -20.73  (meters)                     GEOID03
 PB0237  VERT ORDER  -  ? (See Below)
 PB0237
 PB0237.The horizontal coordinates were scaled from a topographic map and have
 PB0237.an estimated accuracy of +/- 6 seconds.
 PB0237
 PB0237.The NAVD 88 height was computed by applying the VERTCON shift value to
 PB0237.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PB0237.The vertical order pertains to the NGVD 29 superseded value.
 PB0237
 PB0237.The geoid height was determined by GEOID03.
 PB0237
 PB0237;                    North         East    Units  Estimated Accuracy
 PB0237;SPC OR S     -   244,410.    1,421,800.      MT  (+/- 180 meters Scaled)
 PB0237
 PB0237                          SUPERSEDED SURVEY CONTROL
 PB0237
 PB0237  NGVD 29 (??/??/92) 1290.284  (m)         4233.21   (f) ADJ UNCH    ?  
 PB0237
 PB0237.Superseded values are not recommended for survey control.
 PB0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0237.See file dsdata.txt to determine how the superseded data were derived.
 PB0237
 PB0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP227577(NAD 83)
 PB0237_MARKER: DD = SURVEY DISK
 PB0237_SETTING: 66 = SET IN ROCK OUTCROP
 PB0237_SP_SET: LAVA OUTCROP
 PB0237_STAMPING: 4233.182 B B E2 1908
 PB0237_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PB0237+STABILITY: POSITION/ELEVATION WELL
 PB0237
 PB0237  HISTORY     - Date     Condition        Report By
 PB0237  HISTORY     - 1908     MONUMENTED       USGS
 PB0237  HISTORY     - 1934     GOOD             NGS
 PB0237
 PB0237                          STATION DESCRIPTION
 PB0237
 PB0237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PB0237'16.0 MI NE FROM LAPINE.
 PB0237'16.0 MILES NORTHEAST ALONG THE OLD RIVER ROAD FROM LAPINE, DESCHUTES
 PB0237'COUNTY, 5.5 MILES WEST OF THE JUNCTION OF THE PRESENT ROAD AND THE
 PB0237'DALLES - CALIFORNIA HIGHWAY, AT MILEAGE 152.8, 0.4 MILE NORTH OF THE
 PB0237'JUNCTION OF THE OLD STAGE ROAD AND THE PRESENT ROAD FROM THE
 PB0237'NORTHEAST, 950 FEET, IN AZIMUTH 240 DEGREES FROM AN ABANDONED DWELLING
 PB0237'NEAR THE POINT WHERE THE ABANDONED STAGE ROAD ENTERS A LOGGED OFF
 PB0237'AREA, NEAR THE POINT WHERE THE OLD ROAD BREAKS OVER THE CREST OF A
 PB0237'HILL FROM THE SOUTHWEST, 150 FEET SOUTHEAST OF THE OLD ROAD, IN A
 PB0237'PROMINENT LONELY LAVA OUTCROPPING.  A UNITED STATES GEOLOGICAL SURVEY
 PB0237'STANDARD DISK STAMPED 4233.182 B B E2 1908.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0935 ***********************************************************************
 QB0935  DESIGNATION -  E 2
 QB0935  PID         -  QB0935
 QB0935  STATE/COUNTY-  OR/BAKER
 QB0935  USGS QUAD   -  OXMAN (1994)
 QB0935
 QB0935                         *CURRENT SURVEY CONTROL
 QB0935  ___________________________________________________________________
 QB0935* NAD 83(1986)-  44 38 03.     (N)    117 31 28.     (W)     SCALED    
 QB0935* NAVD 88     -       958.311  (meters)    3144.06   (feet)  POSTED    
 QB0935  ___________________________________________________________________
 QB0935  GEOID HEIGHT-         -16.91  (meters)                     GEOID03
 QB0935  DYNAMIC HT  -         958.000 (meters)    3143.04  (feet)  COMP
 QB0935  MODELED GRAV-     980,265.7   (mgal)                       NAVD 88
 QB0935
 QB0935  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 QB0935
 QB0935.The horizontal coordinates were scaled from a topographic map and have
 QB0935.an estimated accuracy of +/- 6 seconds.
 QB0935
 QB0935.The orthometric height was determined by differential leveling
 QB0935.and adjusted by the  in 1992.
 QB0935.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 QB0935.rate of 0.0 thru 1.0 mm/km.
 QB0935
 QB0935.The geoid height was determined by GEOID03.
 QB0935
 QB0935.The dynamic height is computed by dividing the NAVD 88
 QB0935.geopotential number by the normal gravity value computed on the
 QB0935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0935.degrees latitude (g = 980.6199 gals.).
 QB0935
 QB0935.The modeled gravity was interpolated from observed gravity values.
 QB0935
 QB0935;                    North         East    Units  Estimated Accuracy
 QB0935;SPC OR N     -   111,860.    2,736,030.      MT  (+/- 180 meters Scaled)
 QB0935
 QB0935                          SUPERSEDED SURVEY CONTROL
 QB0935
 QB0935.No superseded survey control is available for this station.
 QB0935
 QB0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK584424(NAD 83)
 QB0935_MARKER: Z = SEE DESCRIPTION
 QB0935_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QB0935_SP_SET: BRIDGE SEAT
 QB0935_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QB0935
 QB0935  HISTORY     - Date     Condition        Report By
 QB0935  HISTORY     - 1904     MONUMENTED       CGS
 QB0935  HISTORY     - 1935     GOOD             CGS
 QB0935
 QB0935                          STATION DESCRIPTION
 QB0935
 QB0935'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QB0935'0.3 MI W FROM UNITY.
 QB0935'0.3 MILE WEST ALONG THE UNION PACIFIC RAILROAD FROM UNITY, BAKER
 QB0935'COUNTY, AT THE EAST CORNER OF BRIDGE NO 361.64, IN THE BRIDGE SEAT, 7
 QB0935'FEET FROM THE NORTH END, 2.4 FEET FROM THE WEST EDGE.  THE BOTTOM OF A
 QB0935'SQUARE HOLE.  NOTE-- THIS MARK IS APPARENTLY THE MARK INTENDED AS IT
 QB0935'IS THE ONLY ONE IN THE EAST ABUTMENT.  IT IS NOW UNDER A PILING
 QB0935'TRESTLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0001 ***********************************************************************
 PA0001  DESIGNATION -  E 20
 PA0001  PID         -  PA0001
 PA0001  STATE/COUNTY-  OR/MALHEUR
 PA0001  USGS QUAD   -  WINNEMUCCA CREEK (1979)
 PA0001
 PA0001                         *CURRENT SURVEY CONTROL
 PA0001  ___________________________________________________________________
 PA0001* NAD 83(1986)-  43 33 18.     (N)    118 08 31.     (W)     SCALED    
 PA0001* NAVD 88     -      1005.428  (meters)    3298.64   (feet)  ADJUSTED  
 PA0001  ___________________________________________________________________
 PA0001  GEOID HEIGHT-         -18.27  (meters)                     GEOID03
 PA0001  DYNAMIC HT  -        1004.978 (meters)    3297.17  (feet)  COMP
 PA0001  MODELED GRAV-     980,138.9   (mgal)                       NAVD 88
 PA0001
 PA0001  VERT ORDER  -  FIRST     CLASS II
 PA0001
 PA0001.The horizontal coordinates were scaled from a topographic map and have
 PA0001.an estimated accuracy of +/- 6 seconds.
 PA0001
 PA0001.The orthometric height was determined by differential leveling
 PA0001.and adjusted in June 1991.
 PA0001
 PA0001.The geoid height was determined by GEOID03.
 PA0001
 PA0001.The dynamic height is computed by dividing the NAVD 88
 PA0001.geopotential number by the normal gravity value computed on the
 PA0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0001.degrees latitude (g = 980.6199 gals.).
 PA0001
 PA0001.The modeled gravity was interpolated from observed gravity values.
 PA0001
 PA0001;                    North         East    Units  Estimated Accuracy
 PA0001;SPC OR S     -   212,450.    1,690,500.      MT  (+/- 180 meters Scaled)
 PA0001
 PA0001                          SUPERSEDED SURVEY CONTROL
 PA0001
 PA0001  NGVD 29 (??/??/92) 1004.306  (m)         3294.96   (f) ADJ UNCH    1 2
 PA0001
 PA0001.Superseded values are not recommended for survey control.
 PA0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0001.See file dsdata.txt to determine how the superseded data were derived.
 PA0001
 PA0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ077230(NAD 83)
 PA0001_MARKER: DB = BENCH MARK DISK
 PA0001_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PA0001_SP_SET: ABUTMENT
 PA0001_STAMPING: E 20 1920
 PA0001_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PA0001
 PA0001  HISTORY     - Date     Condition        Report By
 PA0001  HISTORY     - 1920     MONUMENTED       CGS
 PA0001
 PA0001                          STATION DESCRIPTION
 PA0001
 PA0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1920
 PA0001'1.2 MI NE FROM RIVERSIDE.
 PA0001'1.2 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 PA0001'AT RIVERSIDE, MALHEUR COUNTY, IN THE SOUTH ABUTMENT OF BRIDGE 91.49,
 PA0001'AND ON THE EAST SIDE OF THE TRACK.  A STANDARD DISK, STAMPED E 20
 PA0001'1920.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC0373 ***********************************************************************
 SC0373  DESIGNATION -  E 201
 SC0373  PID         -  SC0373
 SC0373  STATE/COUNTY-  OR/COLUMBIA
 SC0373  USGS QUAD   -  DELENA (1985)
 SC0373
 SC0373                         *CURRENT SURVEY CONTROL
 SC0373  ___________________________________________________________________
 SC0373* NAD 83(1986)-  46 05 44.     (N)    123 02 47.     (W)     SCALED    
 SC0373* NAVD 88     -       143.869  (meters)     472.01   (feet)  ADJUSTED  
 SC0373  ___________________________________________________________________
 SC0373  GEOID HEIGHT-         -21.31  (meters)                     GEOID03
 SC0373  DYNAMIC HT  -         143.880 (meters)     472.05  (feet)  COMP
 SC0373  MODELED GRAV-     980,689.5   (mgal)                       NAVD 88
 SC0373
 SC0373  VERT ORDER  -  FIRST     CLASS II
 SC0373
 SC0373.The horizontal coordinates were scaled from a topographic map and have
 SC0373.an estimated accuracy of +/- 6 seconds.
 SC0373
 SC0373.The orthometric height was determined by differential leveling
 SC0373.and adjusted in June 1991.
 SC0373
 SC0373.The geoid height was determined by GEOID03.
 SC0373
 SC0373.The dynamic height is computed by dividing the NAVD 88
 SC0373.geopotential number by the normal gravity value computed on the
 SC0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0373.degrees latitude (g = 980.6199 gals.).
 SC0373
 SC0373.The modeled gravity was interpolated from observed gravity values.
 SC0373
 SC0373;                    North         East    Units  Estimated Accuracy
 SC0373;SPC OR N     -   273,020.    2,303,120.      MT  (+/- 180 meters Scaled)
 SC0373
 SC0373                          SUPERSEDED SURVEY CONTROL
 SC0373
 SC0373  NGVD 29 (??/??/92)  142.862  (m)          468.71   (f) ADJ UNCH    1 2
 SC0373
 SC0373.Superseded values are not recommended for survey control.
 SC0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0373.See file dsdata.txt to determine how the superseded data were derived.
 SC0373
 SC0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS964046(NAD 83)
 SC0373_MARKER: DD = SURVEY DISK
 SC0373_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 SC0373_SP_SET: BRIDGE CURB
 SC0373_STAMPING: E 201 1934 468
 SC0373_MARK LOGO: ORHD  
 SC0373_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC0373_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC0373+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2005
 SC0373
 SC0373  HISTORY     - Date     Condition        Report By
 SC0373  HISTORY     - 1934     MONUMENTED       ORHD
 SC0373  HISTORY     - 1941     GOOD             NGS
 SC0373  HISTORY     - 1981     GOOD             USGS
 SC0373  HISTORY     - 1987     GOOD             NGS
 SC0373  HISTORY     - 1989     GOOD             USPSQD
 SC0373  HISTORY     - 1989     GOOD             USPSQD
 SC0373  HISTORY     - 1990     GOOD             USPSQD
 SC0373  HISTORY     - 19951013 GOOD             USPSQD
 SC0373  HISTORY     - 20040328 GOOD             USPSQD
 SC0373  HISTORY     - 20050515 GOOD             USPSQD
 SC0373  HISTORY     - 20050716 GOOD             USPSQD
 SC0373
 SC0373                          STATION DESCRIPTION
 SC0373
 SC0373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 SC0373'1.7 MI E FROM DELENA.
 SC0373'ALONG COLUMBIA RIVER HIGHWAY (U.S. 30), IN THE NORTHEAST CORNER OF
 SC0373'CONCRETE BRIDGE 53.93 OVER BEAVER CREEK, IN CURB.
 SC0373
 SC0373                          STATION RECOVERY (1981)
 SC0373
 SC0373'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 SC0373'FROM 'ALONG US HWY 30' TO 'ALONG OLD US HWY 30'.
 SC0373
 SC0373                          STATION RECOVERY (1987)
 SC0373
 SC0373'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SC0373'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  6.0 KM
 SC0373'(3.75 MI) WESTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF STATE
 SC0373'HIGHWAY 433 AT THE WEST EDGE OF RAINIER, THENCE 0.2 KM (0.10 MI)
 SC0373'SOUTHEASTERLY ALONG OLD RAINIER ROAD, IN THE SOUTHEAST END OF THE
 SC0373'NORTHEAST CONCRETE CURB OF A BRIDGE SPANNING BEAVER CREEK, 4.6 M
 SC0373'(15.1 FT) NORTHEAST OF THE CENTERLINE OF THE ROAD, AND 0.2 M (0.7 FT)
 SC0373'NORTHWEST OF THE SOUTHEAST END OF THE CURB.
 SC0373'THE MARK IS 0.2 M ABOVE THE ROAD.
 SC0373
 SC0373                          STATION RECOVERY (1989)
 SC0373
 SC0373'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 SC0373'RECOVERED IN GOOD CONDITION.
 SC0373
 SC0373                          STATION RECOVERY (1989)
 SC0373
 SC0373'RECOVERY NOTE BY US POWER SQUADRON 1989 (RCC)
 SC0373'RECOVERED IN GOOD CONDITION.
 SC0373
 SC0373                          STATION RECOVERY (1990)
 SC0373
 SC0373'RECOVERY NOTE BY US POWER SQUADRON 1990 (KRN)
 SC0373'RECOVERED IN GOOD CONDITION.
 SC0373
 SC0373                          STATION RECOVERY (1995)
 SC0373
 SC0373'RECOVERY NOTE BY US POWER SQUADRON 1995
 SC0373'RECOVERED IN GOOD CONDITION.
 SC0373
 SC0373                          STATION RECOVERY (2004)
 SC0373
 SC0373'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 SC0373'RECOVERED IN GOOD CONDITION.
 SC0373
 SC0373                          STATION RECOVERY (2005)
 SC0373
 SC0373'RECOVERY NOTE BY US POWER SQUADRON 2005 (PS)
 SC0373'RECOVERED IN GOOD CONDITION.
 SC0373
 SC0373                          STATION RECOVERY (2005)
 SC0373
 SC0373'RECOVERY NOTE BY US POWER SQUADRON 2005
 SC0373'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH0818 ***********************************************************************
 OH0818  DESIGNATION -  E 21
 OH0818  PID         -  OH0818
 OH0818  STATE/COUNTY-  OR/MALHEUR
 OH0818  USGS QUAD   -  VALE WEST (1967)
 OH0818
 OH0818                         *CURRENT SURVEY CONTROL
 OH0818  ___________________________________________________________________
 OH0818* NAD 83(1986)-  43 56 44.     (N)    117 21 56.     (W)     SCALED    
 OH0818* NAVD 88     -       708.057  (meters)    2323.02   (feet)  POSTED    
 OH0818  ___________________________________________________________________
 OH0818  GEOID HEIGHT-         -18.06  (meters)                     GEOID03
 OH0818  DYNAMIC HT  -         707.820 (meters)    2322.24  (feet)  COMP
 OH0818  MODELED GRAV-     980,262.7   (mgal)                       NAVD 88
 OH0818
 OH0818  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OH0818
 OH0818.The horizontal coordinates were scaled from a topographic map and have
 OH0818.an estimated accuracy of +/- 6 seconds.
 OH0818
 OH0818.The orthometric height was determined by differential leveling
 OH0818.and adjusted by the  in 1992.
 OH0818.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OH0818.rate of 0.0 thru 1.0 mm/km.
 OH0818
 OH0818.The geoid height was determined by GEOID03.
 OH0818
 OH0818.The dynamic height is computed by dividing the NAVD 88
 OH0818.geopotential number by the normal gravity value computed on the
 OH0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0818.degrees latitude (g = 980.6199 gals.).
 OH0818
 OH0818.The modeled gravity was interpolated from observed gravity values.
 OH0818
 OH0818;                    North         East    Units  Estimated Accuracy
 OH0818;SPC OR S     -   257,860.    1,751,570.      MT  (+/- 180 meters Scaled)
 OH0818
 OH0818                          SUPERSEDED SURVEY CONTROL
 OH0818
 OH0818  NGVD 29 (??/??/92)  707.041  (m)         2319.68   (f) ADJ UNCH    1 2
 OH0818
 OH0818.Superseded values are not recommended for survey control.
 OH0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0818.See file dsdata.txt to determine how the superseded data were derived.
 OH0818
 OH0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ706658(NAD 83)
 OH0818_MARKER: DB = BENCH MARK DISK
 OH0818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0818_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0818+STABILITY: SURFACE MOTION
 OH0818
 OH0818  HISTORY     - Date     Condition        Report By
 OH0818  HISTORY     - UNK      MONUMENTED       CGS
 OH0818  HISTORY     - 1935     MARK NOT FOUND   NGS
 OH0818
 OH0818                          STATION DESCRIPTION
 OH0818
 OH0818'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 OH0818'IN HOPE.
 OH0818'AT HOPE, MALHEUR COL, OPPOSITE THE UNION PACIFIC RR STATION SIGN, AND
 OH0818'IN THE FENCE LINE ON THE NORTH SIDE OF THE TRACK, A STANDARD DISK SET
 OH0818'IN THE TOP OF A CONCRETE POST.  NOTE-- THE FENCE ON THE NORTH SIDE OF
 OH0818'THE TRACK HAS BEEN REMOVED, BUT THERE ARE SIGNS THAT INDICATE IT TO
 OH0818'HAVE BEEN ABOUT 50 FEET FROM THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0699 ***********************************************************************
 QE0699  DESIGNATION -  E 214
 QE0699  PID         -  QE0699
 QE0699  STATE/COUNTY-  OR/POLK
 QE0699  USGS QUAD   -  RICKREALL (1976)
 QE0699
 QE0699                         *CURRENT SURVEY CONTROL
 QE0699  ___________________________________________________________________
 QE0699* NAD 83(1986)-  44 53 06.     (N)    123 14 15.     (W)     SCALED    
 QE0699* NAVD 88     -        61.364  (meters)     201.33   (feet)  ADJUSTED  
 QE0699  ___________________________________________________________________
 QE0699  GEOID HEIGHT-         -22.38  (meters)                     GEOID03
 QE0699  DYNAMIC HT  -          61.362 (meters)     201.32  (feet)  COMP
 QE0699  MODELED GRAV-     980,586.2   (mgal)                       NAVD 88
 QE0699
 QE0699  VERT ORDER  -  SECOND    CLASS 0
 QE0699
 QE0699.The horizontal coordinates were scaled from a topographic map and have
 QE0699.an estimated accuracy of +/- 6 seconds.
 QE0699
 QE0699.The orthometric height was determined by differential leveling
 QE0699.and adjusted in June 1991.
 QE0699
 QE0699.The geoid height was determined by GEOID03.
 QE0699
 QE0699.The dynamic height is computed by dividing the NAVD 88
 QE0699.geopotential number by the normal gravity value computed on the
 QE0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0699.degrees latitude (g = 980.6199 gals.).
 QE0699
 QE0699.The modeled gravity was interpolated from observed gravity values.
 QE0699
 QE0699;                    North         East    Units  Estimated Accuracy
 QE0699;SPC OR N     -   139,050.    2,283,790.      MT  (+/- 180 meters Scaled)
 QE0699
 QE0699                          SUPERSEDED SURVEY CONTROL
 QE0699
 QE0699  NGVD 29 (??/??/92)   60.348  (m)          197.99   (f) ADJ UNCH    2 0
 QE0699
 QE0699.Superseded values are not recommended for survey control.
 QE0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0699.See file dsdata.txt to determine how the superseded data were derived.
 QE0699
 QE0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ812702(NAD 83)
 QE0699_MARKER: DD = SURVEY DISK
 QE0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0699_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0699_STAMPING: 197 E 214 1929 1934 1941
 QE0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0699+STABILITY: SURFACE MOTION
 QE0699
 QE0699  HISTORY     - Date     Condition        Report By
 QE0699  HISTORY     - 1941     MONUMENTED       ORDT
 QE0699  HISTORY     - 1968     MARK NOT FOUND   NGS
 QE0699
 QE0699                          STATION DESCRIPTION
 QE0699
 QE0699'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 QE0699'2.7 MI N FROM MONMOUTH.
 QE0699'3.7 MILES SOUTH ALONG PACIFIC HIGHWAY WEST FROM RICKREALL, POLK
 QE0699'COUNTY, 2.7 MILES NORTH OF MONMOUTH, AT THE JUNCTION OF A ROAD LEADING
 QE0699'EAST, 46 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 20 FEET NORTH OF
 QE0699'THE CENTER LINE OF THE SIDE ROAD, AND 18 FEET NORTH OF A GATE. A STATE
 QE0699'SURVEY STANDARD DISK, STAMPED 197 E 214 1929 1934 1941 AND SET IN THE
 QE0699'TOP OF A CONCRETE POST.  NOTE-- THE ORIGINAL DESCRIPTION MAY BE IN
 QE0699'ERROR AS IT IS BELIEVED THERE NEVER WAS A ROAD EAST AT THIS MILEAGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0305 ***********************************************************************
 RD0305  DESIGNATION -  E 218
 RD0305  PID         -  RD0305
 RD0305  STATE/COUNTY-  OR/WASHINGTON
 RD0305  USGS QUAD   -  BEAVERTON (1984)
 RD0305
 RD0305                         *CURRENT SURVEY CONTROL
 RD0305  ___________________________________________________________________
 RD0305* NAD 83(1986)-  45 29 21.     (N)    122 47 52.     (W)     SCALED    
 RD0305* NAVD 88     -        55.504  (meters)     182.10   (feet)  ADJUSTED  
 RD0305  ___________________________________________________________________
 RD0305  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 RD0305  DYNAMIC HT  -          55.503 (meters)     182.10  (feet)  COMP
 RD0305  MODELED GRAV-     980,596.4   (mgal)                       NAVD 88
 RD0305
 RD0305  VERT ORDER  -  SECOND    CLASS 0
 RD0305
 RD0305.The horizontal coordinates were scaled from a topographic map and have
 RD0305.an estimated accuracy of +/- 6 seconds.
 RD0305
 RD0305.The orthometric height was determined by differential leveling
 RD0305.and adjusted in June 1991.
 RD0305
 RD0305.The geoid height was determined by GEOID03.
 RD0305
 RD0305.The dynamic height is computed by dividing the NAVD 88
 RD0305.geopotential number by the normal gravity value computed on the
 RD0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0305.degrees latitude (g = 980.6199 gals.).
 RD0305
 RD0305.The modeled gravity was interpolated from observed gravity values.
 RD0305
 RD0305;                    North         East    Units  Estimated Accuracy
 RD0305;SPC OR N     -   205,070.    2,320,420.      MT  (+/- 180 meters Scaled)
 RD0305
 RD0305                          SUPERSEDED SURVEY CONTROL
 RD0305
 RD0305  NGVD 29 (??/??/92)   54.433  (m)          178.59   (f) ADJ UNCH    2 0
 RD0305
 RD0305.Superseded values are not recommended for survey control.
 RD0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0305.See file dsdata.txt to determine how the superseded data were derived.
 RD0305
 RD0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER158373(NAD 83)
 RD0305_MARKER: DB = BENCH MARK DISK
 RD0305_SETTING: 66 = SET IN ROCK OUTCROP
 RD0305_SP_SET: OUTCROP
 RD0305_STAMPING: E 218 178 1934
 RD0305_MARK LOGO: CGS+SS
 RD0305_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RD0305+STABILITY: POSITION/ELEVATION WELL
 RD0305
 RD0305  HISTORY     - Date     Condition        Report By
 RD0305  HISTORY     - 1934     MONUMENTED       CGS
 RD0305
 RD0305                          STATION DESCRIPTION
 RD0305
 RD0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RD0305'TEXT MISSING, UNDER RESEARCH.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0026 ***********************************************************************
 PB0026  DESIGNATION -  E 22
 PB0026  PID         -  PB0026
 PB0026  STATE/COUNTY-  OR/DESCHUTES
 PB0026  USGS QUAD   -  HAMPTON (1983)
 PB0026
 PB0026                         *CURRENT SURVEY CONTROL
 PB0026  ___________________________________________________________________
 PB0026* NAD 83(1986)-  43 40 26.     (N)    120 14 15.     (W)     SCALED    
 PB0026* NAVD 88     -      1347.272  (meters)    4420.17   (feet)  ADJUSTED  
 PB0026  ___________________________________________________________________
 PB0026  GEOID HEIGHT-         -19.77  (meters)                     GEOID03
 PB0026  DYNAMIC HT  -        1346.609 (meters)    4418.00  (feet)  COMP
 PB0026  MODELED GRAV-     980,080.3   (mgal)                       NAVD 88
 PB0026
 PB0026  VERT ORDER  -  FIRST     CLASS II
 PB0026
 PB0026.The horizontal coordinates were scaled from a topographic map and have
 PB0026.an estimated accuracy of +/- 6 seconds.
 PB0026
 PB0026.The orthometric height was determined by differential leveling
 PB0026.and adjusted in June 1991.
 PB0026
 PB0026.The geoid height was determined by GEOID03.
 PB0026
 PB0026.The dynamic height is computed by dividing the NAVD 88
 PB0026.geopotential number by the normal gravity value computed on the
 PB0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0026.degrees latitude (g = 980.6199 gals.).
 PB0026
 PB0026.The modeled gravity was interpolated from observed gravity values.
 PB0026
 PB0026;                    North         East    Units  Estimated Accuracy
 PB0026;SPC OR S     -   223,000.    1,521,170.      MT  (+/- 180 meters Scaled)
 PB0026
 PB0026                          SUPERSEDED SURVEY CONTROL
 PB0026
 PB0026.No superseded survey control is available for this station.
 PB0026
 PB0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGP226393(NAD 83)
 PB0026_MARKER: DB = BENCH MARK DISK
 PB0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0026_STAMPING: E 22 1920
 PB0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0026+STABILITY: SURFACE MOTION
 PB0026
 PB0026  HISTORY     - Date     Condition        Report By
 PB0026  HISTORY     - 1920     MONUMENTED       CGS
 PB0026
 PB0026                          STATION DESCRIPTION
 PB0026
 PB0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1920
 PB0026'IN HAMPTON.
 PB0026'AT BROOKINGS HALFWAY HOUSE, DESCHUTES COUNTY.  IT IS ABOUT 200 FEET
 PB0026'NORTH OF THE CENTRAL OREGON HIGHWAY AND 15 FEET EAST OF THE BEND-BURNS
 PB0026'ROAD, IN A FENCE CORNER NORTH OF A LANE THAT RUNS FROM THE LANE INTO
 PB0026'THE BARN.  A CONCRETE POST WITH DISK IN TOP.  NOTE-- THE FENCE CORNER
 PB0026'IS GONE, AND THE BENCH MARK HAS BEEN KNOCKED OVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0027 ***********************************************************************
 PB0027  DESIGNATION -  E 22 RESET
 PB0027  PID         -  PB0027
 PB0027  STATE/COUNTY-  OR/DESCHUTES
 PB0027  USGS QUAD   -  HAMPTON (1983)
 PB0027
 PB0027                         *CURRENT SURVEY CONTROL
 PB0027  ___________________________________________________________________
 PB0027* NAD 83(1986)-  43 40 26.     (N)    120 14 15.     (W)     SCALED    
 PB0027* NAVD 88     -      1346.890  (meters)    4418.92   (feet)  ADJUSTED  
 PB0027  ___________________________________________________________________
 PB0027  GEOID HEIGHT-         -19.77  (meters)                     GEOID03
 PB0027  DYNAMIC HT  -        1346.228 (meters)    4416.75  (feet)  COMP
 PB0027  MODELED GRAV-     980,080.3   (mgal)                       NAVD 88
 PB0027
 PB0027  VERT ORDER  -  FIRST     CLASS II
 PB0027
 PB0027.The horizontal coordinates were scaled from a topographic map and have
 PB0027.an estimated accuracy of +/- 6 seconds.
 PB0027
 PB0027.The orthometric height was determined by differential leveling
 PB0027.and adjusted in June 1991.
 PB0027
 PB0027.The geoid height was determined by GEOID03.
 PB0027
 PB0027.The dynamic height is computed by dividing the NAVD 88
 PB0027.geopotential number by the normal gravity value computed on the
 PB0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0027.degrees latitude (g = 980.6199 gals.).
 PB0027
 PB0027.The modeled gravity was interpolated from observed gravity values.
 PB0027
 PB0027;                    North         East    Units  Estimated Accuracy
 PB0027;SPC OR S     -   223,000.    1,521,170.      MT  (+/- 180 meters Scaled)
 PB0027
 PB0027                          SUPERSEDED SURVEY CONTROL
 PB0027
 PB0027  NGVD 29 (??/??/92) 1345.663  (m)         4414.90   (f) ADJ UNCH    1 2
 PB0027
 PB0027.Superseded values are not recommended for survey control.
 PB0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0027.See file dsdata.txt to determine how the superseded data were derived.
 PB0027
 PB0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGP226393(NAD 83)
 PB0027_MARKER: DB = BENCH MARK DISK
 PB0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0027_STAMPING: E 22 1920 RESET
 PB0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0027+STABILITY: SURFACE MOTION
 PB0027
 PB0027  HISTORY     - Date     Condition        Report By
 PB0027  HISTORY     - 1920     MONUMENTED       CGS
 PB0027  HISTORY     - 1943     GOOD             NGS
 PB0027
 PB0027                          STATION DESCRIPTION
 PB0027
 PB0027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PB0027'IN HAMPTON.
 PB0027'AT HAMPTON, ABOUT 159.5 FEET WEST OF THE WEST CORNER OF HAMPTON
 PB0027'SERVICE STATION, 15.0 FEET WEST OF A POWER POLE, 15.5 FEET NORTHEAST
 PB0027'OF A SOUTHEAST-NORTHWEST FENCE, 53.0 FEET SOUTHWEST OF THE CENTER LINE
 PB0027'OF THE HIGHWAY, PROJECTING ABOUT 2-INCHES ABOVE THE GROUND, 2.0 FEET
 PB0027'EAST OF A WHITE REFERENCE POST.  MARK IS LEANING SLIGHTLY TO THE WEST.
 PB0027'STAMPING IS E 22 1920 AND ALSO RESET.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1102 ***********************************************************************
 RD1102  DESIGNATION -  E 223
 RD1102  PID         -  RD1102
 RD1102  STATE/COUNTY-  OR/TILLAMOOK
 RD1102  USGS QUAD   -  TILLAMOOK (1985)
 RD1102
 RD1102                         *CURRENT SURVEY CONTROL
 RD1102  ___________________________________________________________________
 RD1102* NAD 83(1986)-  45 27 46.     (N)    123 46 57.     (W)     SCALED    
 RD1102* NAVD 88     -        17.253  (meters)      56.60   (feet)  ADJUSTED  
 RD1102  ___________________________________________________________________
 RD1102  GEOID HEIGHT-         -21.82  (meters)                     GEOID03
 RD1102  DYNAMIC HT  -          17.255 (meters)      56.61  (feet)  COMP
 RD1102  MODELED GRAV-     980,693.8   (mgal)                       NAVD 88
 RD1102
 RD1102  VERT ORDER  -  SECOND    CLASS 0
 RD1102
 RD1102.The horizontal coordinates were scaled from a topographic map and have
 RD1102.an estimated accuracy of +/- 6 seconds.
 RD1102
 RD1102.The orthometric height was determined by differential leveling
 RD1102.and adjusted in June 1991.
 RD1102
 RD1102.The geoid height was determined by GEOID03.
 RD1102
 RD1102.The dynamic height is computed by dividing the NAVD 88
 RD1102.geopotential number by the normal gravity value computed on the
 RD1102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1102.degrees latitude (g = 980.6199 gals.).
 RD1102
 RD1102.The modeled gravity was interpolated from observed gravity values.
 RD1102
 RD1102;                    North         East    Units  Estimated Accuracy
 RD1102;SPC OR N     -   204,800.    2,243,370.      MT  (+/- 180 meters Scaled)
 RD1102
 RD1102                          SUPERSEDED SURVEY CONTROL
 RD1102
 RD1102  NGVD 29 (??/??/92)   16.21   (m)           53.2    (f) COMPUTED    2 0
 RD1102
 RD1102.Superseded values are not recommended for survey control.
 RD1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1102.See file dsdata.txt to determine how the superseded data were derived.
 RD1102
 RD1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR388346(NAD 83)
 RD1102_MARKER: DD = SURVEY DISK
 RD1102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD1102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD1102_STAMPING: E 223 1937
 RD1102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD1102+STABILITY: SURFACE MOTION
 RD1102
 RD1102  HISTORY     - Date     Condition        Report By
 RD1102  HISTORY     - 1937     MONUMENTED       ORDT
 RD1102  HISTORY     - 1962     GOOD             NGS
 RD1102  HISTORY     - 1982     POOR             USGS
 RD1102  HISTORY     - 19921025 MARK NOT FOUND   USPSQD
 RD1102
 RD1102                          STATION DESCRIPTION
 RD1102
 RD1102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RD1102'2.9 MI E FROM TILLAMOOK.
 RD1102'REACHED FROM THE INTERSECTION OF U.S. HIGHWAY 101 AND STATE HIGHWAY 6
 RD1102'IN TILLAMOOK GO EAST ALONG STATE HIGHWAY 6 FOR 2.9 MILES TO A CROSS
 RD1102'ROAD, LOCATED 110 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 16
 RD1102'FEET EAST OF THE NORTH-SOUTH ROAD, 23 FEET SOUTHEAST OF POWER LINE
 RD1102'POLE 25 - 25 - 1, 13 FEET NORTHWEST OF POWER LINE POLE 1/2, AND 0.5
 RD1102'FOOT NORTH OF A METAL WITNESS POST.
 RD1102
 RD1102                          STATION RECOVERY (1982)
 RD1102
 RD1102'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 RD1102'BM HAS BEEN RUN OVER REPTEDLY BY AN 18 WHEELER TRUCK, AS A RESULT HAS
 RD1102'PROBABLY BEEN DISTURBED.
 RD1102
 RD1102                          STATION RECOVERY (1992)
 RD1102
 RD1102'RECOVERY NOTE BY US POWER SQUADRON 1992 (KRN)
 RD1102'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0596 ***********************************************************************
 QE0596  DESIGNATION -  E 226
 QE0596  PID         -  QE0596
 QE0596  STATE/COUNTY-  OR/POLK
 QE0596  USGS QUAD   -  FALLS CITY (1974)
 QE0596
 QE0596                         *CURRENT SURVEY CONTROL
 QE0596  ___________________________________________________________________
 QE0596* NAD 83(1986)-  44 52 07.     (N)    123 23 53.     (W)     SCALED    
 QE0596* NAVD 88     -       126.614  (meters)     415.40   (feet)  ADJUSTED  
 QE0596  ___________________________________________________________________
 QE0596  GEOID HEIGHT-         -21.81  (meters)                     GEOID03
 QE0596  DYNAMIC HT  -         126.612 (meters)     415.39  (feet)  COMP
 QE0596  MODELED GRAV-     980,601.4   (mgal)                       NAVD 88
 QE0596
 QE0596  VERT ORDER  -  SECOND    CLASS 0
 QE0596
 QE0596.The horizontal coordinates were scaled from a topographic map and have
 QE0596.an estimated accuracy of +/- 6 seconds.
 QE0596
 QE0596.The orthometric height was determined by differential leveling
 QE0596.and adjusted in June 1991.
 QE0596
 QE0596.The geoid height was determined by GEOID03.
 QE0596
 QE0596.The dynamic height is computed by dividing the NAVD 88
 QE0596.geopotential number by the normal gravity value computed on the
 QE0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0596.degrees latitude (g = 980.6199 gals.).
 QE0596
 QE0596.The modeled gravity was interpolated from observed gravity values.
 QE0596
 QE0596;                    North         East    Units  Estimated Accuracy
 QE0596;SPC OR N     -   137,670.    2,271,050.      MT  (+/- 180 meters Scaled)
 QE0596
 QE0596                          SUPERSEDED SURVEY CONTROL
 QE0596
 QE0596  NGVD 29 (??/??/92)  125.580  (m)          412.01   (f) ADJ UNCH    2 0
 QE0596
 QE0596.Superseded values are not recommended for survey control.
 QE0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0596.See file dsdata.txt to determine how the superseded data were derived.
 QE0596
 QE0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ685684(NAD 83)
 QE0596_MARKER: DB = BENCH MARK DISK
 QE0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0596_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0596_STAMPING: E 226 1934 412 1934
 QE0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0596+STABILITY: SURFACE MOTION
 QE0596
 QE0596  HISTORY     - Date     Condition        Report By
 QE0596  HISTORY     - 1934     MONUMENTED       CGS
 QE0596  HISTORY     - 1973     GOOD             USGS
 QE0596
 QE0596                          STATION DESCRIPTION
 QE0596
 QE0596'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 QE0596'1.8 MI E FROM FALLS CITY.
 QE0596'FALLS CITY, 1.8 MI E. OF POST OFFICE AT.  NEAR THE COR. COMMON TO
 QE0596'SECS. 14, 15, 22, AND 23, T. 8 S., R. 6W.  74 FT NE. OF AND ABOUT 8.0
 QE0596'FT HIGHER THAN CENTERLINE OF BENDING MAIN PAVED RD. OPPOSITE.  67 FT
 QE0596'WSW. OF AND ABOUT 4.4 FT HIGHER THAN CENTERLINE JCT. OF DRIVEWAY AND
 QE0596'GRAVEL RD. FKS.  48 FT. N. OF GRAVEL RD. OPPOSITE 31 FT S. OF
 QE0596'CENTERLINE OF DRIVEWAY.  6 FT WNW. OF A VERY OLD POWER POLE PPL
 QE0596'159001.  IN TOP OF A SMALL BRUSHY MOUND AND PROJECTING ABOUT 0.3 FT
 QE0596'ABOVE MOUND.  A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY DISK,
 QE0596'STAMPED E 226 1934 412 1934.  NOTE-- DATE STAMPED TWICE.  SET IN TOP
 QE0596'OF A CONC. POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0917 ***********************************************************************
 QD0917  DESIGNATION -  E 23
 QD0917  PID         -  QD0917
 QD0917  STATE/COUNTY-  OR/DESCHUTES
 QD0917  USGS QUAD   -  BEND (1981)
 QD0917
 QD0917                         *CURRENT SURVEY CONTROL
 QD0917  ___________________________________________________________________
 QD0917* NAD 83(1986)-  44 01 47.     (N)    121 15 49.     (W)     SCALED    
 QD0917* NAVD 88     -      1130.675  (meters)    3709.56   (feet)  ADJUSTED  
 QD0917  ___________________________________________________________________
 QD0917  GEOID HEIGHT-         -20.86  (meters)                     GEOID03
 QD0917  DYNAMIC HT  -        1130.224 (meters)    3708.08  (feet)  COMP
 QD0917  MODELED GRAV-     980,181.3   (mgal)                       NAVD 88
 QD0917
 QD0917  VERT ORDER  -  FIRST     CLASS II
 QD0917
 QD0917.The horizontal coordinates were scaled from a topographic map and have
 QD0917.an estimated accuracy of +/- 6 seconds.
 QD0917
 QD0917.The orthometric height was determined by differential leveling
 QD0917.and adjusted in June 1991.
 QD0917
 QD0917.The geoid height was determined by GEOID03.
 QD0917
 QD0917.The dynamic height is computed by dividing the NAVD 88
 QD0917.geopotential number by the normal gravity value computed on the
 QD0917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0917.degrees latitude (g = 980.6199 gals.).
 QD0917
 QD0917.The modeled gravity was interpolated from observed gravity values.
 QD0917
 QD0917;                    North         East    Units  Estimated Accuracy
 QD0917;SPC OR S     -   262,790.    1,438,790.      MT  (+/- 180 meters Scaled)
 QD0917
 QD0917                          SUPERSEDED SURVEY CONTROL
 QD0917
 QD0917  NGVD 29 (??/??/92) 1129.510  (m)         3705.73   (f) ADJ UNCH    1 2
 QD0917
 QD0917.Superseded values are not recommended for survey control.
 QD0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0917.See file dsdata.txt to determine how the superseded data were derived.
 QD0917
 QD0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP391766(NAD 83)
 QD0917_MARKER: DB = BENCH MARK DISK
 QD0917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD0917_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QD0917_STAMPING: E 23 1920
 QD0917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0917+STABILITY: SURFACE MOTION
 QD0917
 QD0917  HISTORY     - Date     Condition        Report By
 QD0917  HISTORY     - 1920     MONUMENTED       CGS
 QD0917  HISTORY     - 1974     GOOD             NGS
 QD0917
 QD0917                          STATION DESCRIPTION
 QD0917
 QD0917'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 QD0917'4 MI SE FROM BEND.
 QD0917'REACHED FROM THE BEND RAILROAD DEPOT, GO SOUTH ON NORTHWEST DIVISION
 QD0917'STREET FOR 0.1 MILE, TURN LEFT, AND GO EAST ON NORTHWEST GREENWOOD
 QD0917'AVENUE FOR 0.25 MILE TO THE JUNCTION OF U.S. HIGHWAYS 20, AND 97,
 QD0917'CONTINUE STRAIGHT AHEAD EAST ON U.S. HIGHWAY 20 FOR 2.0 MILES TO A
 QD0917'CROSSROAD, TURN RIGHT, AND GO SOUTH ON ARNOLD MARKET ROAD FOR 1.8
 QD0917'MILES TO A DRIVEWAY, AND THE BENCH MARK ON THE RIGHT, 30 FEET WEST OF
 QD0917'THE CENTER OF ARNOLD MARKET ROAD, 30 FEET NORTH OF THE CENTER OF THE
 QD0917'DRIVEWAY, 12 FEET NORTHWEST OF M. ANSELLS MAILBOX, 8 FEET NORTH OF A
 QD0917'FENCE CORNER, AND 1 FOOT SOUTH OF A METAL WITNESS POST, SET IN AN
 QD0917'8-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2-INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0915 ***********************************************************************
 QE0915  DESIGNATION -  E 230
 QE0915  PID         -  QE0915
 QE0915  STATE/COUNTY-  OR/LINN
 QE0915  USGS QUAD   -  HALSEY (1969)
 QE0915
 QE0915                         *CURRENT SURVEY CONTROL
 QE0915  ___________________________________________________________________
 QE0915* NAD 83(1986)-  44 23 20.     (N)    123 01 46.     (W)     SCALED    
 QE0915* NAVD 88     -        91.499  (meters)     300.19   (feet)  ADJUSTED  
 QE0915  ___________________________________________________________________
 QE0915  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 QE0915  DYNAMIC HT  -          91.490 (meters)     300.16  (feet)  COMP
 QE0915  MODELED GRAV-     980,515.5   (mgal)                       NAVD 88
 QE0915
 QE0915  VERT ORDER  -  SECOND    CLASS 0
 QE0915
 QE0915.The horizontal coordinates were scaled from a topographic map and have
 QE0915.an estimated accuracy of +/- 6 seconds.
 QE0915
 QE0915.The orthometric height was determined by differential leveling
 QE0915.and adjusted in June 1991.
 QE0915
 QE0915.The geoid height was determined by GEOID03.
 QE0915
 QE0915.The dynamic height is computed by dividing the NAVD 88
 QE0915.geopotential number by the normal gravity value computed on the
 QE0915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0915.degrees latitude (g = 980.6199 gals.).
 QE0915
 QE0915.The modeled gravity was interpolated from observed gravity values.
 QE0915
 QE0915;                    North         East    Units  Estimated Accuracy
 QE0915;SPC OR N     -    83,410.    2,298,490.      MT  (+/- 180 meters Scaled)
 QE0915
 QE0915                          SUPERSEDED SURVEY CONTROL
 QE0915
 QE0915  NGVD 29 (??/??/92)   90.461  (m)          296.79   (f) ADJ UNCH    2 0
 QE0915
 QE0915.Superseded values are not recommended for survey control.
 QE0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0915.See file dsdata.txt to determine how the superseded data were derived.
 QE0915
 QE0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ976150(NAD 83)
 QE0915_MARKER: DB = BENCH MARK DISK
 QE0915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0915_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0915_STAMPING: 296 E 230 1934
 QE0915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0915+STABILITY: SURFACE MOTION
 QE0915
 QE0915  HISTORY     - Date     Condition        Report By
 QE0915  HISTORY     - 1934     MONUMENTED       CGS
 QE0915  HISTORY     - 1965     GOOD             NGS
 QE0915  HISTORY     - 20060528 MARK NOT FOUND   USPSQD
 QE0915
 QE0915                          STATION DESCRIPTION
 QE0915
 QE0915'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QE0915'1.5 MI W FROM BROWNSVILLE.
 QE0915'ABOUT 1.5 MILES WEST OF S.P.R.R. CROSSING IN BROWNSVILLE, LINN COUNTY,
 QE0915'AND 5.5 MILES EAST OF HELSEY, LINN COUNTY, 45 FEET SOUTH OF CENTER
 QE0915'LINE OF BROWNSVILLE ROAD NORTHWEST CORNER OF DORA WEBER FARM. A
 QE0915'STANDARD DISK, STAMPED 296 E 230 1934, AND SET IN A CONCRETE POST.
 QE0915
 QE0915                          STATION RECOVERY (1965)
 QE0915
 QE0915'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 QE0915'RECOVERED IN GOOD CONDITION.
 QE0915
 QE0915                          STATION RECOVERY (2006)
 QE0915
 QE0915'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 QE0915'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2094 ***********************************************************************
 QE2094  DESIGNATION -  E 240
 QE2094  PID         -  QE2094
 QE2094  STATE/COUNTY-  OR/POLK
 QE2094  USGS QUAD   -  AIRLIE NORTH (1974)
 QE2094
 QE2094                         *CURRENT SURVEY CONTROL
 QE2094  ___________________________________________________________________
 QE2094* NAD 83(1991)-  44 47 33.12064(N)    123 20 40.64544(W)     ADJUSTED  
 QE2094* NAVD 88     -        92.92   (+/-2cm)     304.9    (feet)  VERTCON   
 QE2094  ___________________________________________________________________
 QE2094  LAPLACE CORR-          -8.70  (seconds)                    DEFLEC99
 QE2094  GEOID HEIGHT-         -22.10  (meters)                     GEOID03
 QE2094  HORZ ORDER  -  SECOND
 QE2094  VERT ORDER  -  THIRD ? (See Below)
 QE2094
 QE2094.The horizontal coordinates were established by classical geodetic methods
 QE2094.and adjusted by the National Geodetic Survey in October 1991.
 QE2094
 QE2094.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE2094.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE2094.The vertical order pertains to the NGVD 29 superseded value.
 QE2094
 QE2094.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2094
 QE2094.The geoid height was determined by GEOID03.
 QE2094
 QE2094;                    North         East     Units Scale Factor Converg.
 QE2094;SPC OR N     -   129,070.147 2,274,967.892   MT  0.99991602   -2 01 02.5
 QE2094;SPC OR N     -   423,458.49  7,463,805.42   iFT  0.99991602   -2 01 02.5
 QE2094;UTM  10      - 4,959,961.682   472,740.535   MT  0.99960914   -0 14 34.1
 QE2094
 QE2094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2094!SPC OR N     -   0.99998890  x   0.99991602  =   0.99990492
 QE2094!UTM  10      -   0.99998890  x   0.99960914  =   0.99959804
 QE2094
 QE2094                          SUPERSEDED SURVEY CONTROL
 QE2094
 QE2094  NAD 83(1986)-  44 47 33.14614(N)    123 20 40.66298(W) AD(       ) 2
 QE2094  NAD 27      -  44 47 33.71833(N)    123 20 36.29725(W) AD(       ) 2
 QE2094  NGVD 29 (07/19/86)   91.90   (m)          301.5    (f) LEVELING    3  
 QE2094
 QE2094.Superseded values are not recommended for survey control.
 QE2094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2094.See file dsdata.txt to determine how the superseded data were derived.
 QE2094
 QE2094_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ7274159962(NAD 83)
 QE2094
 QE2094  HISTORY     - Date     Condition        Report By
 QE2094  HISTORY     - 1972     MONUMENTED       ORGS
 QE2094
 QE2094                          STATION DESCRIPTION
 QE2094
 QE2094'DESCRIBED BY OREGON GEODETIC SURVEY 1972
 QE2094'SEE STATION HOWE
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0822 ***********************************************************************
 QD0822  DESIGNATION -  E 241
 QD0822  PID         -  QD0822
 QD0822  STATE/COUNTY-  OR/DESCHUTES
 QD0822  USGS QUAD   -  BEND (1981)
 QD0822
 QD0822                         *CURRENT SURVEY CONTROL
 QD0822  ___________________________________________________________________
 QD0822* NAD 83(1986)-  44 06 36.     (N)    121 17 40.     (W)     SCALED    
 QD0822* NAVD 88     -      1055.369  (meters)    3462.49   (feet)  ADJUSTED  
 QD0822  ___________________________________________________________________
 QD0822  GEOID HEIGHT-         -21.05  (meters)                     GEOID03
 QD0822  DYNAMIC HT  -        1054.964 (meters)    3461.16  (feet)  COMP
 QD0822  MODELED GRAV-     980,198.7   (mgal)                       NAVD 88
 QD0822
 QD0822  VERT ORDER  -  FIRST     CLASS II
 QD0822
 QD0822.The horizontal coordinates were scaled from a topographic map and have
 QD0822.an estimated accuracy of +/- 6 seconds.
 QD0822
 QD0822.The orthometric height was determined by differential leveling
 QD0822.and adjusted in June 1991.
 QD0822
 QD0822.The geoid height was determined by GEOID03.
 QD0822
 QD0822.The dynamic height is computed by dividing the NAVD 88
 QD0822.geopotential number by the normal gravity value computed on the
 QD0822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0822.degrees latitude (g = 980.6199 gals.).
 QD0822
 QD0822.The modeled gravity was interpolated from observed gravity values.
 QD0822
 QD0822;                    North         East    Units  Estimated Accuracy
 QD0822;SPC OR S     -   271,730.    1,436,400.      MT  (+/- 180 meters Scaled)
 QD0822
 QD0822                          SUPERSEDED SURVEY CONTROL
 QD0822
 QD0822  NGVD 29 (??/??/92) 1054.210  (m)         3458.69   (f) ADJ UNCH    1 2
 QD0822
 QD0822.Superseded values are not recommended for survey control.
 QD0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0822.See file dsdata.txt to determine how the superseded data were derived.
 QD0822
 QD0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP364855(NAD 83)
 QD0822_MARKER: DD = SURVEY DISK
 QD0822_SETTING: 66 = SET IN ROCK OUTCROP
 QD0822_SP_SET: BEDROCK
 QD0822_STAMPING: E 241 1941
 QD0822_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QD0822+STABILITY: POSITION/ELEVATION WELL
 QD0822
 QD0822  HISTORY     - Date     Condition        Report By
 QD0822  HISTORY     - 1941     MONUMENTED       ORDT
 QD0822  HISTORY     - 1974     GOOD             NGS
 QD0822  HISTORY     - 19880721 MARK NOT FOUND   NGS
 QD0822
 QD0822                          STATION DESCRIPTION
 QD0822
 QD0822'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 QD0822'3.5 MI N FROM BEND.
 QD0822'REACHED FROM THE JUNCTION OF U. S. HIGHWAYS 20, AND 97, WHICH IS 2.5
 QD0822'MILES NORTH OF BEND, GO NORTH ON U.S. HIGHWAY 97 FOR 1.0 MILE TO THE
 QD0822'ENTRANCE TO THE KOA CAMPGROUNDS, AND THE BENCH MARK ON THE LEFT, 0.05
 QD0822'MILE NORTH OF COOLEY ROAD, 56 FEET WEST OF THE CENTER OF U.S. HIGHWAY
 QD0822'97, 36 FEET NORTH OF THE CENTER OF THE DRIVEWAY TO THE KOA
 QD0822'CAMPGROUNDS, 14 FEET NORTHEAST OF A LIGHT THAT IS ON THE NORTH SIDE OF
 QD0822'THE DRIVEWAY TO THE CAMPGROUNDS, AND 7 FEET NORTHEAST OF AN OLD WAGON
 QD0822'WHEEL BEING USED FOR AN ORNAMENT CEMENTED IN A DRILL HOLE IN BEDROCK.
 QD0822
 QD0822                          STATION RECOVERY (1988)
 QD0822
 QD0822'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QD0822'THERE HAS BEEN ROAD CONSTRUCTION AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0191 ***********************************************************************
 PC0191  DESIGNATION -  E 242
 PC0191  PID         -  PC0191
 PC0191  STATE/COUNTY-  OR/LANE
 PC0191  USGS QUAD   -  FALL CREEK LAKE (1986)
 PC0191
 PC0191                         *CURRENT SURVEY CONTROL
 PC0191  ___________________________________________________________________
 PC0191* NAD 83(1986)-  43 54 09.     (N)    122 44 33.     (W)     SCALED    
 PC0191* NAVD 88     -       222.998  (meters)     731.62   (feet)  ADJUSTED  
 PC0191  ___________________________________________________________________
 PC0191  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 PC0191  DYNAMIC HT  -         222.950 (meters)     731.46  (feet)  COMP
 PC0191  MODELED GRAV-     980,397.8   (mgal)                       NAVD 88
 PC0191
 PC0191  VERT ORDER  -  SECOND    CLASS 0
 PC0191
 PC0191.The horizontal coordinates were scaled from a topographic map and have
 PC0191.an estimated accuracy of +/- 6 seconds.
 PC0191
 PC0191.The orthometric height was determined by differential leveling
 PC0191.and adjusted in June 1991.
 PC0191
 PC0191.The geoid height was determined by GEOID03.
 PC0191
 PC0191.The dynamic height is computed by dividing the NAVD 88
 PC0191.geopotential number by the normal gravity value computed on the
 PC0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0191.degrees latitude (g = 980.6199 gals.).
 PC0191
 PC0191.The modeled gravity was interpolated from observed gravity values.
 PC0191
 PC0191;                    North         East    Units  Estimated Accuracy
 PC0191;SPC OR S     -   250,780.    1,319,870.      MT  (+/- 180 meters Scaled)
 PC0191
 PC0191                          SUPERSEDED SURVEY CONTROL
 PC0191
 PC0191  NGVD 29 (??/??/92)  221.890  (m)          727.98   (f) ADJ UNCH    2 0
 PC0191
 PC0191.Superseded values are not recommended for survey control.
 PC0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0191.See file dsdata.txt to determine how the superseded data were derived.
 PC0191
 PC0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP206610(NAD 83)
 PC0191_MARKER: DB = BENCH MARK DISK
 PC0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PC0191_STAMPING: E 242 1934
 PC0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0191+STABILITY: SURFACE MOTION
 PC0191
 PC0191  HISTORY     - Date     Condition        Report By
 PC0191  HISTORY     - 1934     MONUMENTED       CGS
 PC0191  HISTORY     - 1942     GOOD             NGS
 PC0191
 PC0191                          STATION DESCRIPTION
 PC0191
 PC0191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 PC0191'15.8 MI SE FROM GOSHEN.
 PC0191'15.8 MILES SOUTHEAST OF THE POST OFFICE ALONG STATE HIGHWAY 58, 70
 PC0191'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 2.1 MILES SOUTHEAST OF
 PC0191'THE LOWELL BRIDGE, 110 FEET WEST OF A HIGHWAY CUT 30 FEET WEST OF THE
 PC0191'EAGLE ROCK SERVICE STATION SIGN, 10 FEET EAST OF A GATE AND 3 FEET
 PC0191'SOUTH OF A FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1134 ***********************************************************************
 RD1134  DESIGNATION -  E 243
 RD1134  PID         -  RD1134
 RD1134  STATE/COUNTY-  OR/TILLAMOOK
 RD1134  USGS QUAD   -  JORDAN CREEK (1984)
 RD1134
 RD1134                         *CURRENT SURVEY CONTROL
 RD1134  ___________________________________________________________________
 RD1134* NAD 83(1986)-  45 32 02.     (N)    123 36 24.     (W)     SCALED    
 RD1134* NAVD 88     -       110.163  (meters)     361.43   (feet)  ADJUSTED  
 RD1134  ___________________________________________________________________
 RD1134  GEOID HEIGHT-         -20.88  (meters)                     GEOID03
 RD1134  DYNAMIC HT  -         110.172 (meters)     361.46  (feet)  COMP
 RD1134  MODELED GRAV-     980,693.0   (mgal)                       NAVD 88
 RD1134
 RD1134  VERT ORDER  -  SECOND    CLASS 0
 RD1134
 RD1134.The horizontal coordinates were scaled from a topographic map and have
 RD1134.an estimated accuracy of +/- 6 seconds.
 RD1134
 RD1134.The orthometric height was determined by differential leveling
 RD1134.and adjusted in June 1991.
 RD1134
 RD1134.The geoid height was determined by GEOID03.
 RD1134
 RD1134.The dynamic height is computed by dividing the NAVD 88
 RD1134.geopotential number by the normal gravity value computed on the
 RD1134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1134.degrees latitude (g = 980.6199 gals.).
 RD1134
 RD1134.The modeled gravity was interpolated from observed gravity values.
 RD1134
 RD1134;                    North         East    Units  Estimated Accuracy
 RD1134;SPC OR N     -   212,160.    2,257,420.      MT  (+/- 180 meters Scaled)
 RD1134
 RD1134                          SUPERSEDED SURVEY CONTROL
 RD1134
 RD1134  NGVD 29 (??/??/92)  109.111  (m)          357.98   (f) ADJ UNCH    2 0
 RD1134
 RD1134.Superseded values are not recommended for survey control.
 RD1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1134.See file dsdata.txt to determine how the superseded data were derived.
 RD1134
 RD1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR526424(NAD 83)
 RD1134_MARKER: DD = SURVEY DISK
 RD1134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD1134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD1134_STAMPING: E 243 1937
 RD1134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD1134+STABILITY: SURFACE MOTION
 RD1134
 RD1134  HISTORY     - Date     Condition        Report By
 RD1134  HISTORY     - 1937     MONUMENTED       ORDT
 RD1134  HISTORY     - 1942     GOOD             NGS
 RD1134  HISTORY     - 1962     MARK NOT FOUND   NGS
 RD1134  HISTORY     - 1983     MARK NOT FOUND   USGS
 RD1134  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 RD1134  HISTORY     - 19921025 MARK NOT FOUND   USPSQD
 RD1134
 RD1134                          STATION DESCRIPTION
 RD1134
 RD1134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 RD1134'16.8 MI NE FROM TILLAMOOK.
 RD1134'16.8 MILES NORTHEAST OF POST OFFICE ON HIGHWAY 6.  40 FEET EAST OF
 RD1134'CENTER LINE OF HIGHWAY, AND 30 FEET ABOVE ROADWAY.  WITNESS POST SET.
 RD1134
 RD1134                          STATION RECOVERY (1962)
 RD1134
 RD1134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 RD1134'MARK NOT FOUND.
 RD1134
 RD1134                          STATION RECOVERY (1983)
 RD1134
 RD1134'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 RD1134'MARK NOT FOUND.
 RD1134
 RD1134                          STATION RECOVERY (1990)
 RD1134
 RD1134'RECOVERY NOTE BY US POWER SQUADRON 1990 (KRN)
 RD1134'MARK NOT FOUND.
 RD1134
 RD1134                          STATION RECOVERY (1992)
 RD1134
 RD1134'RECOVERY NOTE BY US POWER SQUADRON 1992 (KRN)
 RD1134'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0586 ***********************************************************************
 PC0586  DESIGNATION -  E 247
 PC0586  PID         -  PC0586
 PC0586  STATE/COUNTY-  OR/DOUGLAS
 PC0586  USGS QUAD   -  SCOTTSBURG (1985)
 PC0586
 PC0586                         *CURRENT SURVEY CONTROL
 PC0586  ___________________________________________________________________
 PC0586* NAD 83(1986)-  43 39 27.     (N)    123 45 46.     (W)     SCALED    
 PC0586* NAVD 88     -        10.929  (meters)      35.86   (feet)  ADJUSTED  
 PC0586  ___________________________________________________________________
 PC0586  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 PC0586  DYNAMIC HT  -          10.928 (meters)      35.85  (feet)  COMP
 PC0586  MODELED GRAV-     980,490.2   (mgal)                       NAVD 88
 PC0586
 PC0586  VERT ORDER  -  FIRST     CLASS II
 PC0586
 PC0586.The horizontal coordinates were scaled from a topographic map and have
 PC0586.an estimated accuracy of +/- 6 seconds.
 PC0586
 PC0586.The orthometric height was determined by differential leveling
 PC0586.and adjusted in June 1991.
 PC0586
 PC0586.The geoid height was determined by GEOID03.
 PC0586
 PC0586.The dynamic height is computed by dividing the NAVD 88
 PC0586.geopotential number by the normal gravity value computed on the
 PC0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0586.degrees latitude (g = 980.6199 gals.).
 PC0586
 PC0586.The modeled gravity was interpolated from observed gravity values.
 PC0586
 PC0586;                    North         East    Units  Estimated Accuracy
 PC0586;SPC OR S     -   226,280.    1,236,890.      MT  (+/- 180 meters Scaled)
 PC0586
 PC0586                          SUPERSEDED SURVEY CONTROL
 PC0586
 PC0586  NGVD 29 (??/??/92)    9.843  (m)           32.29   (f) ADJ UNCH    1 2
 PC0586
 PC0586.Superseded values are not recommended for survey control.
 PC0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0586.See file dsdata.txt to determine how the superseded data were derived.
 PC0586
 PC0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP384341(NAD 83)
 PC0586_MARKER: DD = SURVEY DISK
 PC0586_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PC0586_SP_SET: BRIDGE
 PC0586_STAMPING: 32 E 247 1933
 PC0586_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PC0586
 PC0586  HISTORY     - Date     Condition        Report By
 PC0586  HISTORY     - 1933     MONUMENTED       ORDT
 PC0586  HISTORY     - 1961     GOOD             NGS
 PC0586  HISTORY     - 1981     MARK NOT FOUND   USGS
 PC0586
 PC0586                          STATION DESCRIPTION
 PC0586
 PC0586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 PC0586'4.7 MI E FROM SCOTTSBURG.
 PC0586'REACHED FROM THE POST OFFICE AT SCOTTSBURG GO EAST ON STATE HIGHWAY 38
 PC0586'FOR 4.7 MILES TO HIGHWAY BRIDGE NO. 45-21.48, LOCATED IN THE SOUTHWEST
 PC0586'CORNER OF THIS 6 BY 6 FOOT BRIDGE, IN TOP OF THE PARAPET, ABOUT 50
 PC0586'FEET SOUTH OF THE CENTER OF THE HIGHWAY AND ABOUT 30-FEET LOWER.
 PC0586
 PC0586                          STATION RECOVERY (1981)
 PC0586
 PC0586'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 PC0586'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0880 ***********************************************************************
 RC0880  DESIGNATION -  E 25
 RC0880  PID         -  RC0880
 RC0880  STATE/COUNTY-  OR/WASCO
 RC0880  USGS QUAD   -  THE DALLES SOUTH (1994)
 RC0880
 RC0880                         *CURRENT SURVEY CONTROL
 RC0880  ___________________________________________________________________
 RC0880* NAD 83(1986)-  45 36 01.     (N)    121 08 26.     (W)     SCALED    
 RC0880* NAVD 88     -        35.564  (meters)     116.68   (feet)  ADJUSTED  
 RC0880  ___________________________________________________________________
 RC0880  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 RC0880  DYNAMIC HT  -          35.563 (meters)     116.68  (feet)  COMP
 RC0880  MODELED GRAV-     980,599.4   (mgal)                       NAVD 88
 RC0880
 RC0880  VERT ORDER  -  FIRST     CLASS II
 RC0880
 RC0880.The horizontal coordinates were scaled from a topographic map and have
 RC0880.an estimated accuracy of +/- 6 seconds.
 RC0880
 RC0880.The orthometric height was determined by differential leveling
 RC0880.and adjusted in June 1991.
 RC0880
 RC0880.The geoid height was determined by GEOID03.
 RC0880
 RC0880.The dynamic height is computed by dividing the NAVD 88
 RC0880.geopotential number by the normal gravity value computed on the
 RC0880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0880.degrees latitude (g = 980.6199 gals.).
 RC0880
 RC0880.The modeled gravity was interpolated from observed gravity values.
 RC0880
 RC0880;                    North         East    Units  Estimated Accuracy
 RC0880;SPC OR N     -   215,070.    2,450,030.      MT  (+/- 180 meters Scaled)
 RC0880
 RC0880                          SUPERSEDED SURVEY CONTROL
 RC0880
 RC0880  NGVD 29 (??/??/92)   34.563  (m)          113.40   (f) ADJ UNCH    1 2
 RC0880
 RC0880.Superseded values are not recommended for survey control.
 RC0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0880.See file dsdata.txt to determine how the superseded data were derived.
 RC0880
 RC0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR450513(NAD 83)
 RC0880_MARKER: DB = BENCH MARK DISK
 RC0880_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RC0880_SP_SET: BRIDGE ABUTMENT
 RC0880_STAMPING: E 25 1921 FT. ELEV. 113.238
 RC0880_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RC0880
 RC0880  HISTORY     - Date     Condition        Report By
 RC0880  HISTORY     - 1921     MONUMENTED       CGS
 RC0880  HISTORY     - 1968     GOOD             NGS
 RC0880  HISTORY     - 1987     MARK NOT FOUND   NGS
 RC0880
 RC0880                          STATION DESCRIPTION
 RC0880
 RC0880'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RC0880'2.3 MI E FROM THE DALLES.
 RC0880'2.3 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 RC0880'THE DALLES, IN R13E T1N, SECTION 1, IN THE TOP AND 1.3 FEET NORTHWEST
 RC0880'OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE ABUTMENT OF BRIDGE
 RC0880'86.46 OVER THREE MILE CREEK, 5.2 FEET SOUTHEAST OF THE SOUTHEAST RAIL
 RC0880'OF THE SOUTHEAST TRACK, 0.2 FOOT SOUTHWEST OF THE SOUTHWEST END OF AN
 RC0880'IRON GRATE WALKWAY, AND ABOUT LEVEL WITH THE BOTTOM RAILS.
 RC0880
 RC0880                          STATION RECOVERY (1987)
 RC0880
 RC0880'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RC0880'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0548 ***********************************************************************
 PC0548  DESIGNATION -  E 250
 PC0548  PID         -  PC0548
 PC0548  STATE/COUNTY-  OR/COOS
 PC0548  USGS QUAD   -  GOLDEN FALLS (1990)
 PC0548
 PC0548                         *CURRENT SURVEY CONTROL
 PC0548  ___________________________________________________________________
 PC0548* NAD 83(1986)-  43 29 23.     (N)    123 54 52.     (W)     SCALED    
 PC0548* NAVD 88     -       221.084  (meters)     725.34   (feet)  ADJUSTED  
 PC0548  ___________________________________________________________________
 PC0548  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 PC0548  DYNAMIC HT  -         221.047 (meters)     725.22  (feet)  COMP
 PC0548  MODELED GRAV-     980,445.8   (mgal)                       NAVD 88
 PC0548
 PC0548  VERT ORDER  -  SECOND    CLASS 0
 PC0548
 PC0548.The horizontal coordinates were scaled from a topographic map and have
 PC0548.an estimated accuracy of +/- 6 seconds.
 PC0548
 PC0548.The orthometric height was determined by differential leveling
 PC0548.and adjusted in June 1991.
 PC0548
 PC0548.The geoid height was determined by GEOID03.
 PC0548
 PC0548.The dynamic height is computed by dividing the NAVD 88
 PC0548.geopotential number by the normal gravity value computed on the
 PC0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0548.degrees latitude (g = 980.6199 gals.).
 PC0548
 PC0548.The modeled gravity was interpolated from observed gravity values.
 PC0548
 PC0548;                    North         East    Units  Estimated Accuracy
 PC0548;SPC OR S     -   208,140.    1,223,910.      MT  (+/- 180 meters Scaled)
 PC0548
 PC0548                          SUPERSEDED SURVEY CONTROL
 PC0548
 PC0548  NGVD 29 (??/??/92)  219.987  (m)          721.74   (f) ADJ UNCH    2 0
 PC0548
 PC0548.Superseded values are not recommended for survey control.
 PC0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0548.See file dsdata.txt to determine how the superseded data were derived.
 PC0548
 PC0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP260156(NAD 83)
 PC0548_MARKER: DB = BENCH MARK DISK
 PC0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0548_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PC0548_STAMPING: 720 E 250 1934
 PC0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0548+STABILITY: SURFACE MOTION
 PC0548
 PC0548  HISTORY     - Date     Condition        Report By
 PC0548  HISTORY     - 1934     MONUMENTED       CGS
 PC0548  HISTORY     - 1942     GOOD             NGS
 PC0548
 PC0548                          STATION DESCRIPTION
 PC0548
 PC0548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 PC0548'12.2 MI NE FROM ALLEGANY.
 PC0548'ABOUT 12.2 MILES NORTHEAST OF ALLEGANY ON LOON LAKE ROAD 250 FEET WEST
 PC0548'OF SOUTHWEST CORNER OF TYBER ORCHARD FENCE, 28 FEET WEST OF ROAD
 PC0548'CENTER.  DISK STAMPED 720 E 250 1934 IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0417 ***********************************************************************
 PC0417  DESIGNATION -  E 253
 PC0417  PID         -  PC0417
 PC0417  STATE/COUNTY-  OR/DOUGLAS
 PC0417  USGS QUAD   -  ROSEBURG EAST (1987)
 PC0417
 PC0417                         *CURRENT SURVEY CONTROL
 PC0417  ___________________________________________________________________
 PC0417* NAD 83(1986)-  43 12 40.     (N)    123 15 43.     (W)     SCALED    
 PC0417* NAVD 88     -       166.725  (meters)     547.00   (feet)  ADJUSTED  
 PC0417  ___________________________________________________________________
 PC0417  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 PC0417  DYNAMIC HT  -         166.688 (meters)     546.88  (feet)  COMP
 PC0417  MODELED GRAV-     980,398.0   (mgal)                       NAVD 88
 PC0417
 PC0417  VERT ORDER  -  FIRST     CLASS II
 PC0417
 PC0417.The horizontal coordinates were scaled from a topographic map and have
 PC0417.an estimated accuracy of +/- 6 seconds.
 PC0417
 PC0417.The orthometric height was determined by differential leveling
 PC0417.and adjusted in June 1991.
 PC0417
 PC0417.The geoid height was determined by GEOID03.
 PC0417
 PC0417.The dynamic height is computed by dividing the NAVD 88
 PC0417.geopotential number by the normal gravity value computed on the
 PC0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0417.degrees latitude (g = 980.6199 gals.).
 PC0417
 PC0417.The modeled gravity was interpolated from observed gravity values.
 PC0417
 PC0417;                    North         East    Units  Estimated Accuracy
 PC0417;SPC OR S     -   175,260.    1,275,630.      MT  (+/- 180 meters Scaled)
 PC0417
 PC0417                          SUPERSEDED SURVEY CONTROL
 PC0417
 PC0417  NGVD 29 (??/??/92)  165.654  (m)          543.48   (f) ADJ UNCH    1 2
 PC0417
 PC0417.Superseded values are not recommended for survey control.
 PC0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0417.See file dsdata.txt to determine how the superseded data were derived.
 PC0417
 PC0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN787842(NAD 83)
 PC0417_MARKER: DB = BENCH MARK DISK
 PC0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PC0417_STAMPING: 543 E 253 1934
 PC0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0417+STABILITY: SURFACE MOTION
 PC0417
 PC0417  HISTORY     - Date     Condition        Report By
 PC0417  HISTORY     - 1934     MONUMENTED       CGS
 PC0417
 PC0417                          STATION DESCRIPTION
 PC0417
 PC0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PC0417'4 MI E FROM ROSEBURG.
 PC0417'ABOUT 4 MILES EAST ALONG THE ROSEBURG-DIXONVILLE COUNTY ROAD FROM CITY
 PC0417'LIMITS OF ROSEBURG, DOUGLAS COUNTY, ON SOUTH SIDE OF ROAD, 32 FEET
 PC0417'SOUTH FROM CENTER LINE OF COUNTY ROAD, 1 FOOT 8 INCHES NORTH FROM
 PC0417'SOUTH RIGHT OF WAY FENCE.  A 24 INCH WHITE OAK BEARS NORTH ABOUT 60
 PC0417'DEGREES-- EAST 170 FEET.  A STANDARD DISK, STAMPED 543 E 253 1934 AND
 PC0417'SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AE4220 ***********************************************************************
 AE4220  DESIGNATION -  E 253 RESET
 AE4220  PID         -  AE4220
 AE4220  STATE/COUNTY-  OR/DOUGLAS
 AE4220  USGS QUAD   -  ROSEBURG EAST (1987)
 AE4220
 AE4220                         *CURRENT SURVEY CONTROL
 AE4220  ___________________________________________________________________
 AE4220* NAD 83(1986)-  43 12 40.     (N)    123 15 43.     (W)     SCALED    
 AE4220* NAVD 88     -       166.48   (meters)     546.2    (feet)  RESET     
 AE4220  ___________________________________________________________________
 AE4220  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 AE4220  VERT ORDER  -  THIRD
 AE4220
 AE4220.The horizontal coordinates were scaled from a topographic map and have
 AE4220.an estimated accuracy of +/- 6 seconds.
 AE4220
 AE4220.The orthometric height was computed from unverified reset data.
 AE4220
 AE4220.The geoid height was determined by GEOID03.
 AE4220
 AE4220;                    North         East    Units  Estimated Accuracy
 AE4220;SPC OR S     -   175,260.    1,275,630.      MT  (+/- 180 meters Scaled)
 AE4220
 AE4220                          SUPERSEDED SURVEY CONTROL
 AE4220
 AE4220.No superseded survey control is available for this station.
 AE4220
 AE4220_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN787842(NAD 83)
 AE4220_MARKER: DB = BENCH MARK DISK
 AE4220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4220_STAMPING: E 253 RESET 1952
 AE4220_MARK LOGO: CGS   
 AE4220_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE4220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4220+STABILITY: SURFACE MOTION
 AE4220
 AE4220  HISTORY     - Date     Condition        Report By
 AE4220  HISTORY     - 1952     MONUMENTED       CGS
 AE4220
 AE4220                          STATION DESCRIPTION
 AE4220
 AE4220'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (CC)
 AE4220'ABOUT 4.0 MILES (6.4 KM) EAST ALONG THE OLD HIGHWAY TO DIXONVILLE FROM
 AE4220'THE EAST CITY LIMITS OF ROSEBURG, ABOUT 200 FEET (61.0 M) SOUTHWEST OF
 AE4220'A 24 INCH BLACK OAK, 28 FEET (8.5 M) SOUTH OF CENTERLINE OF THE ROAD,
 AE4220'SET IN THE TOP OF A CONCRETE POST SIX INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0519 ***********************************************************************
 QB0519  DESIGNATION -  E 254
 QB0519  PID         -  QB0519
 QB0519  STATE/COUNTY-  OR/BAKER
 QB0519  USGS QUAD   -  DURKEE (1988)
 QB0519
 QB0519                         *CURRENT SURVEY CONTROL
 QB0519  ___________________________________________________________________
 QB0519* NAD 83(1986)-  44 34 05.     (N)    117 26 05.     (W)     SCALED    
 QB0519* NAVD 88     -       791.444  (meters)    2596.60   (feet)  ADJUSTED  
 QB0519  ___________________________________________________________________
 QB0519  GEOID HEIGHT-         -16.92  (meters)                     GEOID03
 QB0519  DYNAMIC HT  -         791.195 (meters)    2595.78  (feet)  COMP
 QB0519  MODELED GRAV-     980,277.8   (mgal)                       NAVD 88
 QB0519
 QB0519  VERT ORDER  -  FIRST     CLASS II
 QB0519
 QB0519.The horizontal coordinates were scaled from a topographic map and have
 QB0519.an estimated accuracy of +/- 6 seconds.
 QB0519
 QB0519.The orthometric height was determined by differential leveling
 QB0519.and adjusted in June 1991.
 QB0519
 QB0519.The geoid height was determined by GEOID03.
 QB0519
 QB0519.The dynamic height is computed by dividing the NAVD 88
 QB0519.geopotential number by the normal gravity value computed on the
 QB0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0519.degrees latitude (g = 980.6199 gals.).
 QB0519
 QB0519.The modeled gravity was interpolated from observed gravity values.
 QB0519
 QB0519;                    North         East    Units  Estimated Accuracy
 QB0519;SPC OR N     -   104,780.    2,743,430.      MT  (+/- 180 meters Scaled)
 QB0519
 QB0519                          SUPERSEDED SURVEY CONTROL
 QB0519
 QB0519  NGVD 29 (??/??/92)  790.366  (m)         2593.06   (f) ADJ UNCH    1 2
 QB0519
 QB0519.Superseded values are not recommended for survey control.
 QB0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0519.See file dsdata.txt to determine how the superseded data were derived.
 QB0519
 QB0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK654350(NAD 83)
 QB0519_MARKER: DD = SURVEY DISK
 QB0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0519_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0519_STAMPING: E 254 1937 RPPC 103.18 1322+27.3
 QB0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0519+STABILITY: SURFACE MOTION
 QB0519
 QB0519  HISTORY     - Date     Condition        Report By
 QB0519  HISTORY     - 1937     MONUMENTED       ORDT
 QB0519  HISTORY     - 1963     GOOD             NGS
 QB0519  HISTORY     - 19851015 MARK NOT FOUND   USPSQD
 QB0519
 QB0519                          STATION DESCRIPTION
 QB0519
 QB0519'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1937
 QB0519'1.9 MI SE FROM DURKEE.
 QB0519'ABOUT 1.9 MILES SOUTHEAST ALONG THE OREGON TRAIL (U.S. 30) FROM
 QB0519'DURKEE, BAKER COUNTY, ABOUT 225 FEET SOUTHEAST OF A ROAD CROSSING THE
 QB0519'UNION PACIFIC RAILROAD, 90 FEET NORTHEAST OF THE CENTER LINE OF THE
 QB0519'HIGHWAY, AND NEAR A WHITE WOODEN WITNESS POST.  AN OREGON STATE
 QB0519'HIGHWAY DEPARTMENT STANDARD DISK, STAMPED E 254 1937 RPPC 103.18
 QB0519'1322+27.3 AND SET IN THE TOP OF A CONCRETE POST.
 QB0519
 QB0519                          STATION RECOVERY (1963)
 QB0519
 QB0519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 QB0519'RECOVERED IN GOOD CONDITION.
 QB0519
 QB0519                          STATION RECOVERY (1985)
 QB0519
 QB0519'RECOVERY NOTE BY US POWER SQUADRON 1985 (CLM)
 QB0519'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0762 ***********************************************************************
 NZ0762  DESIGNATION -  E 258
 NZ0762  PID         -  NZ0762
 NZ0762  STATE/COUNTY-  OR/JOSEPHINE
 NZ0762  USGS QUAD   -  MERLIN (1986)
 NZ0762
 NZ0762                         *CURRENT SURVEY CONTROL
 NZ0762  ___________________________________________________________________
 NZ0762* NAD 83(1986)-  42 32 09.     (N)    123 29 48.     (W)     SCALED    
 NZ0762* NAVD 88     -       263.084  (meters)     863.13   (feet)  ADJUSTED  
 NZ0762  ___________________________________________________________________
 NZ0762  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 NZ0762  DYNAMIC HT  -         263.000 (meters)     862.86  (feet)  COMP
 NZ0762  MODELED GRAV-     980,295.3   (mgal)                       NAVD 88
 NZ0762
 NZ0762  VERT ORDER  -  SECOND    CLASS 0
 NZ0762
 NZ0762.The horizontal coordinates were scaled from a topographic map and have
 NZ0762.an estimated accuracy of +/- 6 seconds.
 NZ0762
 NZ0762.The orthometric height was determined by differential leveling
 NZ0762.and adjusted in June 1991.
 NZ0762
 NZ0762.The geoid height was determined by GEOID03.
 NZ0762
 NZ0762.The dynamic height is computed by dividing the NAVD 88
 NZ0762.geopotential number by the normal gravity value computed on the
 NZ0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0762.degrees latitude (g = 980.6199 gals.).
 NZ0762
 NZ0762.The modeled gravity was interpolated from observed gravity values.
 NZ0762
 NZ0762;                    North         East    Units  Estimated Accuracy
 NZ0762;SPC OR S     -   100,950.    1,253,880.      MT  (+/- 180 meters Scaled)
 NZ0762
 NZ0762                          SUPERSEDED SURVEY CONTROL
 NZ0762
 NZ0762  NGVD 29 (??/??/92)  262.076  (m)          859.83   (f) ADJ UNCH    2 0
 NZ0762
 NZ0762.Superseded values are not recommended for survey control.
 NZ0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0762.See file dsdata.txt to determine how the superseded data were derived.
 NZ0762
 NZ0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN592093(NAD 83)
 NZ0762_MARKER: DB = BENCH MARK DISK
 NZ0762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ0762_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NZ0762_STAMPING: 859 E 258 1934
 NZ0762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0762+STABILITY: SURFACE MOTION
 NZ0762
 NZ0762  HISTORY     - Date     Condition        Report By
 NZ0762  HISTORY     - 1934     MONUMENTED       CGS
 NZ0762  HISTORY     - 1964     GOOD             NGS
 NZ0762
 NZ0762                          STATION DESCRIPTION
 NZ0762
 NZ0762'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 NZ0762'4.6 MI W FROM MERLIN.
 NZ0762'4.6 MILES WEST ALONG THE MERLIN-GALICE HIGHWAY FROM THE MERLIN POST
 NZ0762'OFFICE, 0.25 MILE SOUTHEAST OF MR. JACK RUSSELS DRIVEWAY, 350 FEET
 NZ0762'NORTHWEST OF A HOUSE ON THE NORTH SIDE OF THE ROAD, 84 FEET SOUTHWEST
 NZ0762'OF A LARGE OLD OAK TREE, 72 FEET NORTHEAST AND ACROSS THE HIGHWAY FROM
 NZ0762'THE DRIVEWAY LEADING TO MR. GREENS RIVER CABIN, 48 FEET NORTHEAST OF
 NZ0762'THE CENTER OF THE HIGHWAY, 14 FEET SOUTH OF A MANZANITA TREE WITH A
 NZ0762'MULTIPLE TRUNK, 1 FOOT SOUTH OF A METAL WITNESS POST AND 3 FEET BELOW
 NZ0762'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0538 ***********************************************************************
 QD0538  DESIGNATION -  E 2591.41
 QD0538  PID         -  QD0538
 QD0538  STATE/COUNTY-  OR/WASCO
 QD0538  USGS QUAD   -  POTTERS PONDS (1963)
 QD0538
 QD0538                         *CURRENT SURVEY CONTROL
 QD0538  ___________________________________________________________________
 QD0538* NAD 83(1986)-  44 51 56.     (N)    121 25 20.     (W)     SCALED    
 QD0538* NAVD 88     -       791.353  (meters)    2596.30   (feet)  ADJUSTED  
 QD0538  ___________________________________________________________________
 QD0538  GEOID HEIGHT-         -21.49  (meters)                     GEOID03
 QD0538  DYNAMIC HT  -         791.155 (meters)    2595.65  (feet)  COMP
 QD0538  MODELED GRAV-     980,340.0   (mgal)                       NAVD 88
 QD0538
 QD0538  VERT ORDER  -  SECOND    CLASS 0
 QD0538
 QD0538.The horizontal coordinates were scaled from a topographic map and have
 QD0538.an estimated accuracy of +/- 6 seconds.
 QD0538
 QD0538.The orthometric height was determined by differential leveling
 QD0538.and adjusted in June 1991.
 QD0538
 QD0538.The geoid height was determined by GEOID03.
 QD0538
 QD0538.The dynamic height is computed by dividing the NAVD 88
 QD0538.geopotential number by the normal gravity value computed on the
 QD0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0538.degrees latitude (g = 980.6199 gals.).
 QD0538
 QD0538.The modeled gravity was interpolated from observed gravity values.
 QD0538
 QD0538;                    North         East    Units  Estimated Accuracy
 QD0538;SPC OR N     -   133,640.    2,427,120.      MT  (+/- 180 meters Scaled)
 QD0538
 QD0538                          SUPERSEDED SURVEY CONTROL
 QD0538
 QD0538  NGVD 29 (??/??/92)  790.270  (m)         2592.74   (f) ADJ UNCH    2 0
 QD0538
 QD0538.Superseded values are not recommended for survey control.
 QD0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0538.See file dsdata.txt to determine how the superseded data were derived.
 QD0538
 QD0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ246692(NAD 83)
 QD0538_MARKER: DD = SURVEY DISK
 QD0538_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QD0538_SP_SET: PARAPHET
 QD0538_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0538
 QD0538  HISTORY     - Date     Condition        Report By
 QD0538  HISTORY     - UNK      MONUMENTED       ORDT
 QD0538  HISTORY     - 1949     GOOD             NGS
 QD0538  HISTORY     - 19960928 POOR             USPSQD
 QD0538
 QD0538                          STATION DESCRIPTION
 QD0538
 QD0538'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 QD0538'10.8 MI NW FROM WARM SPRINGS.
 QD0538'10.8 MILES NORTHWEST ALONG STATE HIGHWAY 52 FROM WARM SPRINGS AGENCY
 QD0538'AT WARM SPRINGS, ON WARM SPRINGS INDIAN RESERVATION, AT A BRIDGE OVER
 QD0538'MILL CREEK, IN THE TOP OF THE NORTHWEST END OF THE CONCRETE PARAPHET,
 QD0538'18.5 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 3
 QD0538'FEET HIGHER THAN THE HIGHWAY.
 QD0538
 QD0538                          STATION RECOVERY (1996)
 QD0538
 QD0538'RECOVERY NOTE BY US POWER SQUADRON 1996
 QD0538'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0065 ***********************************************************************
 RC0065  DESIGNATION -  E 26
 RC0065  PID         -  RC0065
 RC0065  STATE/COUNTY-  OR/GILLIAM
 RC0065  USGS QUAD   -  SUNDALE (1971)
 RC0065
 RC0065                         *CURRENT SURVEY CONTROL
 RC0065  ___________________________________________________________________
 RC0065* NAD 83(1986)-  45 42 02.     (N)    120 21 32.     (W)     SCALED    
 RC0065* NAVD 88     -        66.968  (meters)     219.71   (feet)  ADJUSTED  
 RC0065  ___________________________________________________________________
 RC0065  GEOID HEIGHT-         -21.56  (meters)                     GEOID03
 RC0065  DYNAMIC HT  -          66.967 (meters)     219.71  (feet)  COMP
 RC0065  MODELED GRAV-     980,594.8   (mgal)                       NAVD 88
 RC0065
 RC0065  VERT ORDER  -  FIRST     CLASS II
 RC0065
 RC0065.The horizontal coordinates were scaled from a topographic map and have
 RC0065.an estimated accuracy of +/- 6 seconds.
 RC0065
 RC0065.The orthometric height was determined by differential leveling
 RC0065.and adjusted in June 1991.
 RC0065
 RC0065.The geoid height was determined by GEOID03.
 RC0065
 RC0065.The dynamic height is computed by dividing the NAVD 88
 RC0065.geopotential number by the normal gravity value computed on the
 RC0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0065.degrees latitude (g = 980.6199 gals.).
 RC0065
 RC0065.The modeled gravity was interpolated from observed gravity values.
 RC0065
 RC0065;                    North         East    Units  Estimated Accuracy
 RC0065;SPC OR N     -   226,020.    2,510,990.      MT  (+/- 180 meters Scaled)
 RC0065
 RC0065                          SUPERSEDED SURVEY CONTROL
 RC0065
 RC0065  NGVD 29 (??/??/92)   65.980  (m)          216.47   (f) ADJ UNCH    1 2
 RC0065
 RC0065.Superseded values are not recommended for survey control.
 RC0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0065.See file dsdata.txt to determine how the superseded data were derived.
 RC0065
 RC0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGR056641(NAD 83)
 RC0065_MARKER: DB = BENCH MARK DISK
 RC0065_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RC0065_SP_SET: BRIDGE
 RC0065_STAMPING: ELEV. 216.437 FT. E 26 1921
 RC0065_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RC0065
 RC0065  HISTORY     - Date     Condition        Report By
 RC0065  HISTORY     - 1921     MONUMENTED       CGS
 RC0065  HISTORY     - 1943     MARK NOT FOUND   NGS
 RC0065  HISTORY     - 1971     MARK NOT FOUND   NGS
 RC0065
 RC0065                          STATION DESCRIPTION
 RC0065
 RC0065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 RC0065'0.7 MI E FROM BLALOCK.
 RC0065'0.7 MILE EAST ALONG THE COLUMBIA RIVER HIGHWAY (U.S. 30) FROM THE POST
 RC0065'OFFICE AT BLALOCK, OPPOSITE UNION PACIFIC RAILROAD BRIDGE 130.10, AT A
 RC0065'HIGHWAY BRIDGE, IN THE TOP OF THE EAST END OF THE NORTH WALL, AND 18.5
 RC0065'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 RC0065'ELEV. 216.437 FT. E 26 1921.
 RC0065
 RC0065                          STATION RECOVERY (1971)
 RC0065
 RC0065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 RC0065'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0367 ***********************************************************************
 RD0367  DESIGNATION -  E 260
 RD0367  PID         -  RD0367
 RD0367  STATE/COUNTY-  OR/MULTNOMAH
 RD0367  USGS QUAD   -  MOUNT TABOR (1990)
 RD0367
 RD0367                         *CURRENT SURVEY CONTROL
 RD0367  ___________________________________________________________________
 RD0367* NAD 83(1986)-  45 32 44.     (N)    122 33 24.     (W)     SCALED    
 RD0367* NAVD 88     -        76.679  (meters)     251.57   (feet)  POSTED    
 RD0367  ___________________________________________________________________
 RD0367  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 RD0367  DYNAMIC HT  -          76.680 (meters)     251.57  (feet)  COMP
 RD0367  MODELED GRAV-     980,618.9   (mgal)                       NAVD 88
 RD0367
 RD0367  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 RD0367
 RD0367.The horizontal coordinates were scaled from a topographic map and have
 RD0367.an estimated accuracy of +/- 6 seconds.
 RD0367
 RD0367.The orthometric height was determined by differential leveling
 RD0367.and adjusted by the  in 1992.
 RD0367.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 RD0367.was located on a no-check spur therefore a value was not computed.
 RD0367.No vertical observational check was made to the station.
 RD0367
 RD0367.The geoid height was determined by GEOID03.
 RD0367
 RD0367.The dynamic height is computed by dividing the NAVD 88
 RD0367.geopotential number by the normal gravity value computed on the
 RD0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0367.degrees latitude (g = 980.6199 gals.).
 RD0367
 RD0367.The modeled gravity was interpolated from observed gravity values.
 RD0367
 RD0367;                    North         East    Units  Estimated Accuracy
 RD0367;SPC OR N     -   210,830.    2,339,420.      MT  (+/- 180 meters Scaled)
 RD0367
 RD0367                          SUPERSEDED SURVEY CONTROL
 RD0367
 RD0367  NGVD 29 (??/??/92)   75.616  (m)          248.08   (f) ADJ UNCH    1 2
 RD0367
 RD0367.Superseded values are not recommended for survey control.
 RD0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0367.See file dsdata.txt to determine how the superseded data were derived.
 RD0367
 RD0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER346436(NAD 83)
 RD0367_MARKER: DD = SURVEY DISK
 RD0367_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD0367_SP_SET: CURB
 RD0367_STAMPING: E 260 247.8 1936
 RD0367_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0367
 RD0367  HISTORY     - Date     Condition        Report By
 RD0367  HISTORY     - 1936     MONUMENTED       ORDT
 RD0367  HISTORY     - 1941     GOOD             NGS
 RD0367  HISTORY     - 1954     MARK NOT FOUND   NGS
 RD0367  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 RD0367  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 RD0367  HISTORY     - 19940219 MARK NOT FOUND   USPSQD
 RD0367
 RD0367                          STATION DESCRIPTION
 RD0367
 RD0367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 RD0367'IN PORTLAND.
 RD0367'IN THE EAST PART OF PORTLAND.  IN SOUTHEAST CORNER OF RAMP EXTENDING
 RD0367'EAST FROM N.E. 102ND. STREET VIADUCT, TO N.E. FARGO STREET.  IN CURB.
 RD0367
 RD0367                          STATION RECOVERY (1954)
 RD0367
 RD0367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 RD0367'MARK NOT FOUND.
 RD0367
 RD0367                          STATION RECOVERY (1990)
 RD0367
 RD0367'RECOVERY NOTE BY US POWER SQUADRON 1990 (KRN)
 RD0367'MARK NOT FOUND.
 RD0367
 RD0367                          STATION RECOVERY (1990)
 RD0367
 RD0367'RECOVERY NOTE BY US POWER SQUADRON 1990 (FV)
 RD0367'MARK NOT FOUND.
 RD0367
 RD0367                          STATION RECOVERY (1994)
 RD0367
 RD0367'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD0367'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0833 ***********************************************************************
 RC0833  DESIGNATION -  E 263
 RC0833  PID         -  RC0833
 RC0833  STATE/COUNTY-  OR/WASCO
 RC0833  USGS QUAD   -  WHITE SALMON (1994)
 RC0833
 RC0833                         *CURRENT SURVEY CONTROL
 RC0833  ___________________________________________________________________
 RC0833* NAD 83(1986)-  45 41 06.     (N)    121 23 41.     (W)     SCALED    
 RC0833* NAVD 88     -        31.058  (meters)     101.90   (feet)  ADJUSTED  
 RC0833  ___________________________________________________________________
 RC0833  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 RC0833  DYNAMIC HT  -          31.058 (meters)     101.90  (feet)  COMP
 RC0833  MODELED GRAV-     980,609.0   (mgal)                       NAVD 88
 RC0833
 RC0833  VERT ORDER  -  FIRST     CLASS II
 RC0833
 RC0833.The horizontal coordinates were scaled from a topographic map and have
 RC0833.an estimated accuracy of +/- 6 seconds.
 RC0833
 RC0833.The orthometric height was determined by differential leveling
 RC0833.and adjusted in June 1991.
 RC0833
 RC0833.The geoid height was determined by GEOID03.
 RC0833
 RC0833.The dynamic height is computed by dividing the NAVD 88
 RC0833.geopotential number by the normal gravity value computed on the
 RC0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0833.degrees latitude (g = 980.6199 gals.).
 RC0833
 RC0833.The modeled gravity was interpolated from observed gravity values.
 RC0833
 RC0833;                    North         East    Units  Estimated Accuracy
 RC0833;SPC OR N     -   224,670.    2,430,310.      MT  (+/- 180 meters Scaled)
 RC0833
 RC0833                          SUPERSEDED SURVEY CONTROL
 RC0833
 RC0833  NGVD 29 (??/??/92)   30.042  (m)           98.56   (f) ADJ UNCH    1 2
 RC0833
 RC0833.Superseded values are not recommended for survey control.
 RC0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0833.See file dsdata.txt to determine how the superseded data were derived.
 RC0833
 RC0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR250603(NAD 83)
 RC0833_MARKER: DD = SURVEY DISK
 RC0833_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RC0833_SP_SET: BRIDGE
 RC0833_STAMPING: E 263 1941
 RC0833_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RC0833
 RC0833  HISTORY     - Date     Condition        Report By
 RC0833  HISTORY     - 1941     MONUMENTED       USGS
 RC0833  HISTORY     - 1957     GOOD             NGS
 RC0833  HISTORY     - 1987     MARK NOT FOUND   NGS
 RC0833
 RC0833                          STATION DESCRIPTION
 RC0833
 RC0833'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 RC0833'IN MOSIER.
 RC0833'AT MOSIER, IN T 2 N - R 11 E, ALONG THE UNION PACIFIC RAILROAD, IN THE
 RC0833'SOUTHWEST CORNER OF PLATE GRIDER BRIDGE 69.40 OVER MOSIER CREEK, IN
 RC0833'TOP OF THE SOUTHWEST CONCRETE ABUTMENT, 5.9 FEET SOUTHEAST OF THE
 RC0833'SOUTHEAST RAIL, 3.4 FEET NORTHWEST OF THE SOUTHEAST END OF THE
 RC0833'ABUTMENT, 1.6 FEET SOUTHWEST OF THE SOUTHWEST END OF PLATE GRIDER AND
 RC0833'ABOUT 1/2 FOOT LOWER THAN THE RAILROAD TRACK.
 RC0833
 RC0833                          STATION RECOVERY (1987)
 RC0833
 RC0833'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RC0833'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1279 ***********************************************************************
 RD1279  DESIGNATION -  E 271 RESET
 RD1279  PID         -  RD1279
 RD1279  STATE/COUNTY-  OR/CLATSOP
 RD1279  USGS QUAD   -  SADDLE MTN (1984)
 RD1279
 RD1279                         *CURRENT SURVEY CONTROL
 RD1279  ___________________________________________________________________
 RD1279* NAD 83(1986)-  45 54 23.     (N)    123 43 52.     (W)     SCALED    
 RD1279* NAVD 88     -       213.64   (meters)     700.9    (feet)  RESET     
 RD1279  ___________________________________________________________________
 RD1279  GEOID HEIGHT-         -21.91  (meters)                     GEOID03
 RD1279  VERT ORDER  -  THIRD
 RD1279
 RD1279.The horizontal coordinates were scaled from a topographic map and have
 RD1279.an estimated accuracy of +/- 6 seconds.
 RD1279
 RD1279.The orthometric height was computed from unverified reset data.
 RD1279
 RD1279.The geoid height was determined by GEOID03.
 RD1279
 RD1279;                    North         East    Units  Estimated Accuracy
 RD1279;SPC OR N     -   253,900.    2,249,360.      MT  (+/- 180 meters Scaled)
 RD1279
 RD1279                          SUPERSEDED SURVEY CONTROL
 RD1279
 RD1279.No superseded survey control is available for this station.
 RD1279
 RD1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR432839(NAD 83)
 RD1279_MARKER: DD = SURVEY DISK
 RD1279_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD1279_SP_SET: MONUMENT
 RD1279_STAMPING: E 271 RESET 1969 OSHD
 RD1279_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD1279_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RD1279+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2006
 RD1279
 RD1279  HISTORY     - Date     Condition        Report By
 RD1279  HISTORY     - 1969     MONUMENTED       CGS
 RD1279  HISTORY     - 20060122 GOOD             COAST
 RD1279
 RD1279                          STATION DESCRIPTION
 RD1279
 RD1279'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 RD1279'8.4 MI W FROM ELSIE.
 RD1279'8.4 MILES WEST OF ELSIE ALONG U.S. HIGHWAY 26, ON THE INSIDE OF A
 RD1279'CURVE, 1.5 MILES EAST OF NACANICUM JUNCTION, 200 FEET NORTHWEST AND
 RD1279'ACROSS THE HIGHWAY FROM MILE POST NO. 11, 120 FEET NORTHWEST OF THE
 RD1279'CENTER OF THE HIGHWAY, 120 FEET NORTHEAST OF AN OLD ABANDONED SHINGLE
 RD1279'MILL, 18 FEET EAST OF THE CENTER OF AN OLD WOODS ROAD, 6 FEET SOUTH OF
 RD1279'A CEDAR TREE WITH A MULTIPLE TRUNK, 1 FOOT WEST OF A METAL WITNESS
 RD1279'POST, AND 6 FEET HIGHER THAN THE HIGHWAY SET IN A 10-INCH SQUARE
 RD1279'CONCRETE MONUMENT THAT PROJECTS 2 INCHES.
 RD1279
 RD1279                          STATION RECOVERY (2006)
 RD1279
 RD1279'RECOVERY NOTE BY COAST SURVEYING INCORPORATED 2006 (CC)
 RD1279'THE OLD WOODS ROAD IS AT M.P. 10.98.  THE MARK IS 235 FEET NORTH OF
 RD1279'THE CENTER OF THE HIGHWAY AS MEASURED ALONG THE WOODS ROAD, AND 40
 RD1279'FEET EAST OF APPARENT CENTER LINE OF THE WOODS ROAD.  THE MARK IS
 RD1279'ABOUT SIX FEET HIGHER THAN THE WOODS ROAD.  THE METAL WITNESS POST IS
 RD1279'STILL PRESENT.  THE MULTPLE TRUNK 'CEDAR' WAS ACTUALLY A SPRUCE, AND
 RD1279'IS NOW A STUMP ABOUT TWO FEET TALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0904 ***********************************************************************
 QB0904  DESIGNATION -  E 273
 QB0904  PID         -  QB0904
 QB0904  STATE/COUNTY-  OR/BAKER
 QB0904  USGS QUAD   -  BAKER CITY (1994)
 QB0904
 QB0904                         *CURRENT SURVEY CONTROL
 QB0904  ___________________________________________________________________
 QB0904* NAD 83(1986)-  44 47 50.     (N)    117 49 05.     (W)     SCALED    
 QB0904* NAVD 88     -      1039.787  (meters)    3411.37   (feet)  ADJUSTED  
 QB0904  ___________________________________________________________________
 QB0904  GEOID HEIGHT-         -17.13  (meters)                     GEOID03
 QB0904  DYNAMIC HT  -        1039.448 (meters)    3410.26  (feet)  COMP
 QB0904  MODELED GRAV-     980,256.4   (mgal)                       NAVD 88
 QB0904
 QB0904  VERT ORDER  -  FIRST     CLASS II
 QB0904
 QB0904.The horizontal coordinates were scaled from a topographic map and have
 QB0904.an estimated accuracy of +/- 6 seconds.
 QB0904
 QB0904.The orthometric height was determined by differential leveling
 QB0904.and adjusted in June 1991.
 QB0904.WARNING-Repeat measurements at this control monument indicate possible
 QB0904.vertical movement.
 QB0904
 QB0904.The geoid height was determined by GEOID03.
 QB0904
 QB0904.The dynamic height is computed by dividing the NAVD 88
 QB0904.geopotential number by the normal gravity value computed on the
 QB0904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0904.degrees latitude (g = 980.6199 gals.).
 QB0904
 QB0904.The modeled gravity was interpolated from observed gravity values.
 QB0904
 QB0904;                    North         East    Units  Estimated Accuracy
 QB0904;SPC OR N     -   129,150.    2,712,150.      MT  (+/- 180 meters Scaled)
 QB0904
 QB0904                          SUPERSEDED SURVEY CONTROL
 QB0904
 QB0904  NGVD 29 (??/??/92) 1038.651  (m)         3407.64   (f) ADJ UNCH    1 2
 QB0904
 QB0904.Superseded values are not recommended for survey control.
 QB0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0904.See file dsdata.txt to determine how the superseded data were derived.
 QB0904
 QB0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK352607(NAD 83)
 QB0904_MARKER: DD = SURVEY DISK
 QB0904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0904_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0904_STAMPING: E 273 1941 RP PI 59+52.6 53.61
 QB0904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0904+STABILITY: SURFACE MOTION
 QB0904
 QB0904  HISTORY     - Date     Condition        Report By
 QB0904  HISTORY     - 1941     MONUMENTED       ORDT
 QB0904  HISTORY     - 1941     GOOD             NGS
 QB0904  HISTORY     - 1946     GOOD             NGS
 QB0904  HISTORY     - 19921101 MARK NOT FOUND   USGS-R
 QB0904
 QB0904                          STATION DESCRIPTION
 QB0904
 QB0904'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QB0904'1.7 MI N FROM BAKER.
 QB0904'FABOUT 1.7 MILES NORTH ALONG THE BAKER-HOMESTEAD HIGHWAY (OREGON 86)
 QB0904'FROM THE INTERSECTION OF BROADWAY AND MAIN STREET AT BAKER, BAKER
 QB0904'COUNTY, AT THE INSIDE OF A CURVE TO THE WEST, OPPOSITE A GRAVEL ROAD
 QB0904'LEADING EAST TO A FARMHOUSE, 23 FEET WEST OF THE CENTER LINE OF THE
 QB0904'HIGHWAY, 2 FEET EAST OF THE RIGHT-OF-WAY FENCE, ACROSS THE HIGHWAY
 QB0904'FROM BENCH MARK F 273 (O.S.H.D.), DESCRIBED BELOW, AND NEAR A WHITE
 QB0904'WOODEN WITNESS POST.  AN OREGON STATE HIGHWAY DEPARTMENT STANDARD
 QB0904'DISK, STAMPED E 273 1941 RP PI 59+52.6 53.61 AND SET IN THE TOP OF A
 QB0904'CONCRETE POST.
 QB0904
 QB0904                          STATION RECOVERY (1946)
 QB0904
 QB0904'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 QB0904'RECOVERED IN GOOD CONDITION.
 QB0904
 QB0904                          STATION RECOVERY (1992)
 QB0904
 QB0904'RECOVERY NOTE BY USGS ROCKY MOUNTAIN MAPPING CENTER 1992 (AJ)
 QB0904'EXTENSIVE ROAD CONSTRUCTION IN THE AREA
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0960 ***********************************************************************
 QB0960  DESIGNATION -  E 275
 QB0960  PID         -  QB0960
 QB0960  STATE/COUNTY-  OR/BAKER
 QB0960  USGS QUAD   -  VIRTUE FLAT (1994)
 QB0960
 QB0960                         *CURRENT SURVEY CONTROL
 QB0960  ___________________________________________________________________
 QB0960* NAD 83(1986)-  44 48 40.     (N)    117 44 30.     (W)     SCALED    
 QB0960* NAVD 88     -      1122.482  (meters)    3682.68   (feet)  ADJUSTED  
 QB0960  ___________________________________________________________________
 QB0960  GEOID HEIGHT-         -17.03  (meters)                     GEOID03
 QB0960  DYNAMIC HT  -        1122.134 (meters)    3681.53  (feet)  COMP
 QB0960  MODELED GRAV-     980,268.8   (mgal)                       NAVD 88
 QB0960
 QB0960  VERT ORDER  -  SECOND    CLASS 0
 QB0960
 QB0960.The horizontal coordinates were scaled from a topographic map and have
 QB0960.an estimated accuracy of +/- 6 seconds.
 QB0960
 QB0960.The orthometric height was determined by differential leveling
 QB0960.and adjusted in June 1991.
 QB0960
 QB0960.The geoid height was determined by GEOID03.
 QB0960
 QB0960.The dynamic height is computed by dividing the NAVD 88
 QB0960.geopotential number by the normal gravity value computed on the
 QB0960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0960.degrees latitude (g = 980.6199 gals.).
 QB0960
 QB0960.The modeled gravity was interpolated from observed gravity values.
 QB0960
 QB0960;                    North         East    Units  Estimated Accuracy
 QB0960;SPC OR N     -   130,900.    2,718,140.      MT  (+/- 180 meters Scaled)
 QB0960
 QB0960                          SUPERSEDED SURVEY CONTROL
 QB0960
 QB0960  NGVD 29 (??/??/92) 1121.367  (m)         3679.02   (f) ADJ UNCH    2 0
 QB0960
 QB0960.Superseded values are not recommended for survey control.
 QB0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0960.See file dsdata.txt to determine how the superseded data were derived.
 QB0960
 QB0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK413622(NAD 83)
 QB0960_MARKER: DD = SURVEY DISK
 QB0960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0960_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0960_STAMPING: E 275 1941 PI 292+94.0
 QB0960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0960+STABILITY: SURFACE MOTION
 QB0960
 QB0960  HISTORY     - Date     Condition        Report By
 QB0960  HISTORY     - 1941     MONUMENTED       ORDT
 QB0960  HISTORY     - 1945     GOOD             NGS
 QB0960  HISTORY     - 1967     MARK NOT FOUND   NGS
 QB0960
 QB0960                          STATION DESCRIPTION
 QB0960
 QB0960'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 QB0960'6.5 MI E FROM BAKER.
 QB0960'6.5 MILES EAST ALONG STATE HIGHWAY NO. 86 FROM THE POST OFFICE AT
 QB0960'BAKER, SET IN TOP OF CONCRETE POST FLUSH WITH GROUND, AT SUMMIT OF
 QB0960'FLAGSTAFF HILL, AT POINT OF INTERSECTION OF BACKWARD AND FORWARD
 QB0960'TANGENTS OF CURVE, 20 FEET NORTH OF CENTER-LINE OF HIGHWAY, TOE OF
 QB0960'3-FOOT HILL, FIELD ELEVATION 3679.32 FEET BY OSHD, 1.5 FEET SOUTH OF
 QB0960'REFERENCE POST.
 QB0960
 QB0960                          STATION RECOVERY (1967)
 QB0960
 QB0960'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 QB0960'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0544 ***********************************************************************
 NY0544  DESIGNATION -  E 277
 NY0544  PID         -  NY0544
 NY0544  STATE/COUNTY-  OR/KLAMATH
 NY0544  USGS QUAD   -  CHILOQUIN (1988)
 NY0544
 NY0544                         *CURRENT SURVEY CONTROL
 NY0544  ___________________________________________________________________
 NY0544* NAD 83(1986)-  42 36 29.     (N)    121 48 24.     (W)     SCALED    
 NY0544* NAVD 88     -      1312.107  (meters)    4304.80   (feet)  ADJUSTED  
 NY0544  ___________________________________________________________________
 NY0544  GEOID HEIGHT-         -22.23  (meters)                     GEOID03
 NY0544  DYNAMIC HT  -        1311.351 (meters)    4302.32  (feet)  COMP
 NY0544  MODELED GRAV-     979,999.4   (mgal)                       NAVD 88
 NY0544
 NY0544  VERT ORDER  -  SECOND    CLASS 0
 NY0544
 NY0544.The horizontal coordinates were scaled from a topographic map and have
 NY0544.an estimated accuracy of +/- 6 seconds.
 NY0544
 NY0544.The orthometric height was determined by differential leveling
 NY0544.and adjusted in June 1991.
 NY0544
 NY0544.The geoid height was determined by GEOID03.
 NY0544
 NY0544.The dynamic height is computed by dividing the NAVD 88
 NY0544.geopotential number by the normal gravity value computed on the
 NY0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0544.degrees latitude (g = 980.6199 gals.).
 NY0544
 NY0544.The modeled gravity was interpolated from observed gravity values.
 NY0544
 NY0544;                    North         East    Units  Estimated Accuracy
 NY0544;SPC OR S     -   105,410.    1,392,790.      MT  (+/- 180 meters Scaled)
 NY0544
 NY0544                          SUPERSEDED SURVEY CONTROL
 NY0544
 NY0544  NGVD 29 (??/??/92) 1310.968  (m)         4301.07   (f) ADJ UNCH    2 0
 NY0544
 NY0544.Superseded values are not recommended for survey control.
 NY0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0544.See file dsdata.txt to determine how the superseded data were derived.
 NY0544
 NY0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN978179(NAD 83)
 NY0544_MARKER: DD = SURVEY DISK
 NY0544_SETTING: 66 = SET IN ROCK OUTCROP
 NY0544_SP_SET: ROCK
 NY0544_STAMPING: 4301 E 277 1934
 NY0544_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NY0544+STABILITY: POSITION/ELEVATION WELL
 NY0544
 NY0544  HISTORY     - Date     Condition        Report By
 NY0544  HISTORY     - 1934     MONUMENTED       ORGS
 NY0544
 NY0544                          STATION DESCRIPTION
 NY0544
 NY0544'DESCRIBED BY OREGON GEODETIC SURVEY 1934
 NY0544'4.0 MI NE FROM CHILOQUIN.
 NY0544'ABOUT 4.0 MILES NORTHEAST ALONG THE SPRAGUE RIVER ROAD FROM THE
 NY0544'SOUTHERN PACIFIC CO. RAILROAD STATION AT CHILOQUIN, KLAMATH COUNTY,
 NY0544'ABOUT 0.1 MILE EAST OF BRAYMILL, ON A RIDGE EAST OF A WATER TANK, 60
 NY0544'FEET NORTH OF THE CENTER LINE OF THE ROAD, ON A STEEP GRADE, ABOUT 20
 NY0544'FEET HIGHER THAN THE ROAD, 45 FEET SOUTH OF A LONE 15-FOOT ROCK
 NY0544'PILLAR, IN THE TOP OF A ROCK, AND 2 FEET SOUTH OF A WHITE WOODEN
 NY0544'WITNESS POST.  A STATE SURVEY STANDARD DISK, STAMPED 4301 E 277 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0740 ***********************************************************************
 RD0740  DESIGNATION -  E 283
 RD0740  PID         -  RD0740
 RD0740  STATE/COUNTY-  OR/TILLAMOOK
 RD0740  USGS QUAD   -  JORDAN CREEK (1984)
 RD0740
 RD0740                         *CURRENT SURVEY CONTROL
 RD0740  ___________________________________________________________________
 RD0740* NAD 83(1986)-  45 35 14.     (N)    123 32 25.     (W)     SCALED    
 RD0740* NAVD 88     -       172.141  (meters)     564.77   (feet)  ADJUSTED  
 RD0740  ___________________________________________________________________
 RD0740  GEOID HEIGHT-         -20.66  (meters)                     GEOID03
 RD0740  DYNAMIC HT  -         172.154 (meters)     564.81  (feet)  COMP
 RD0740  MODELED GRAV-     980,690.1   (mgal)                       NAVD 88
 RD0740
 RD0740  VERT ORDER  -  SECOND    CLASS 0
 RD0740
 RD0740.The horizontal coordinates were scaled from a topographic map and have
 RD0740.an estimated accuracy of +/- 6 seconds.
 RD0740
 RD0740.The orthometric height was determined by differential leveling
 RD0740.and adjusted in June 1991.
 RD0740
 RD0740.The geoid height was determined by GEOID03.
 RD0740
 RD0740.The dynamic height is computed by dividing the NAVD 88
 RD0740.geopotential number by the normal gravity value computed on the
 RD0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0740.degrees latitude (g = 980.6199 gals.).
 RD0740
 RD0740.The modeled gravity was interpolated from observed gravity values.
 RD0740
 RD0740;                    North         East    Units  Estimated Accuracy
 RD0740;SPC OR N     -   217,880.    2,262,820.      MT  (+/- 180 meters Scaled)
 RD0740
 RD0740                          SUPERSEDED SURVEY CONTROL
 RD0740
 RD0740  NGVD 29 (??/??/92)  171.084  (m)          561.30   (f) ADJ UNCH    2 0
 RD0740
 RD0740.Superseded values are not recommended for survey control.
 RD0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0740.See file dsdata.txt to determine how the superseded data were derived.
 RD0740
 RD0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR578483(NAD 83)
 RD0740_MARKER: DD = SURVEY DISK
 RD0740_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD0740_SP_SET: CULVERT
 RD0740_STAMPING: E 283 1939
 RD0740_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0740
 RD0740  HISTORY     - Date     Condition        Report By
 RD0740  HISTORY     - 1939     MONUMENTED       ORDT
 RD0740  HISTORY     - 1962     GOOD             NGS
 RD0740  HISTORY     - 19921025 MARK NOT FOUND   USPSQD
 RD0740
 RD0740                          STATION DESCRIPTION
 RD0740
 RD0740'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RD0740'15.6 MI SW FROM GLENWOOD.
 RD0740'REACHED FROM THE POST OFFICE AT GLENWOOD BY GOING SOUTHWEST ALONG
 RD0740'STATE HIGHWAY 6 FOR 15.6 MILES TO LARGE CULVERT WITH MASONRY
 RD0740'HEAD-WALLS, THIS IS 0.4 MILE SOUTHWEST OF LEES CAMP STORE, 20 FEET
 RD0740'NORTH OF THE CENTER LINE OF THE HIGHWAY, SET IN TOP OF THE MASONRY
 RD0740'HEAD-WALL 0.8 FOOT FROM THE WEST END, A LARGE BM WAS PAINTED NEAR THE
 RD0740'DISK.
 RD0740
 RD0740                          STATION RECOVERY (1992)
 RD0740
 RD0740'RECOVERY NOTE BY US POWER SQUADRON 1992 (KRN)
 RD0740'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0312 ***********************************************************************
 QD0312  DESIGNATION -  E 284
 QD0312  PID         -  QD0312
 QD0312  STATE/COUNTY-  OR/CROOK
 QD0312  USGS QUAD   -  BOWMAN DAM (1988)
 QD0312
 QD0312                         *CURRENT SURVEY CONTROL
 QD0312  ___________________________________________________________________
 QD0312* NAD 83(1986)-  44 06 42.     (N)    120 47 14.     (W)     SCALED    
 QD0312* NAVD 88     -       945.54   (meters)    3102.2    (feet)  RESET     
 QD0312  ___________________________________________________________________
 QD0312  GEOID HEIGHT-         -20.30  (meters)                     GEOID03
 QD0312  VERT ORDER  -  THIRD
 QD0312
 QD0312.The horizontal coordinates were scaled from a topographic map and have
 QD0312.an estimated accuracy of +/- 6 seconds.
 QD0312
 QD0312.The orthometric height was computed from unverified reset data.
 QD0312
 QD0312.The geoid height was determined by GEOID03.
 QD0312
 QD0312;                    North         East    Units  Estimated Accuracy
 QD0312;SPC OR S     -   271,650.    1,477,010.      MT  (+/- 180 meters Scaled)
 QD0312
 QD0312                          SUPERSEDED SURVEY CONTROL
 QD0312
 QD0312.No superseded survey control is available for this station.
 QD0312
 QD0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP770866(NAD 83)
 QD0312_MARKER: DD = SURVEY DISK
 QD0312_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QD0312_SP_SET: PIER
 QD0312_STAMPING: E 284 1944
 QD0312_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QD0312
 QD0312  HISTORY     - Date     Condition        Report By
 QD0312  HISTORY     - 1944     MONUMENTED       ORDT
 QD0312  HISTORY     - 1962     GOOD             NGS
 QD0312  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 QD0312
 QD0312                          STATION DESCRIPTION
 QD0312
 QD0312'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1944
 QD0312'19.9 MI S FROM PRINEVILLE.
 QD0312'ABOUT 19.9 MILES SOUTH OF PRINEVILLE ON THE CROOKED RIVER HIGHWAY,
 QD0312'SOUTHEAST CORNER OF WOODEN BRIDGE OVER CROOKED RIVER, IN TOP OF
 QD0312'CONCRETE PIER.  DISK STAMPED E 284 1944.  NOTE-- THE NEW MARK IS ABOUT
 QD0312'1.0 FEET SOUTHEAST OF THE MARK K 294 WHICH WAS COVERED DURING
 QD0312'RECONSTRUCTION OF THE BRIDGE.
 QD0312
 QD0312                          STATION RECOVERY (1962)
 QD0312
 QD0312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 QD0312'RECOVERED IN GOOD CONDITION.
 QD0312
 QD0312                          STATION RECOVERY (1986)
 QD0312
 QD0312'RECOVERY NOTE BY US POWER SQUADRON 1986 (DEK)
 QD0312'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0731 ***********************************************************************
 QD0731  DESIGNATION -  E 285
 QD0731  PID         -  QD0731
 QD0731  STATE/COUNTY-  OR/DESCHUTES
 QD0731  USGS QUAD   -  BEND (1981)
 QD0731
 QD0731                         *CURRENT SURVEY CONTROL
 QD0731  ___________________________________________________________________
 QD0731* NAD 83(1986)-  44 04 35.     (N)    121 18 19.     (W)     SCALED    
 QD0731* NAVD 88     -      1088.434  (meters)    3570.97   (feet)  ADJUSTED  
 QD0731  ___________________________________________________________________
 QD0731  GEOID HEIGHT-         -20.97  (meters)                     GEOID03
 QD0731  DYNAMIC HT  -        1088.005 (meters)    3569.56  (feet)  COMP
 QD0731  MODELED GRAV-     980,187.1   (mgal)                       NAVD 88
 QD0731
 QD0731  VERT ORDER  -  FIRST     CLASS II
 QD0731
 QD0731.The horizontal coordinates were scaled from a topographic map and have
 QD0731.an estimated accuracy of +/- 6 seconds.
 QD0731
 QD0731.The orthometric height was determined by differential leveling
 QD0731.and adjusted in June 1991.
 QD0731
 QD0731.The geoid height was determined by GEOID03.
 QD0731
 QD0731.The dynamic height is computed by dividing the NAVD 88
 QD0731.geopotential number by the normal gravity value computed on the
 QD0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0731.degrees latitude (g = 980.6199 gals.).
 QD0731
 QD0731.The modeled gravity was interpolated from observed gravity values.
 QD0731
 QD0731;                    North         East    Units  Estimated Accuracy
 QD0731;SPC OR S     -   268,000.    1,435,490.      MT  (+/- 180 meters Scaled)
 QD0731
 QD0731                          SUPERSEDED SURVEY CONTROL
 QD0731
 QD0731  NGVD 29 (??/??/92) 1087.265  (m)         3567.14   (f) ADJ UNCH    1 2
 QD0731
 QD0731.Superseded values are not recommended for survey control.
 QD0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0731.See file dsdata.txt to determine how the superseded data were derived.
 QD0731
 QD0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP356817(NAD 83)
 QD0731_MARKER: DD = SURVEY DISK
 QD0731_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QD0731_SP_SET: CONCRETE BRIDGE
 QD0731_STAMPING: E 285 1940 3567
 QD0731_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QD0731
 QD0731  HISTORY     - Date     Condition        Report By
 QD0731  HISTORY     - 1940     MONUMENTED       ORDT
 QD0731  HISTORY     - 1946     GOOD             NGS
 QD0731  HISTORY     - 19880713 MARK NOT FOUND   NGS
 QD0731
 QD0731                          STATION DESCRIPTION
 QD0731
 QD0731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 QD0731'1.45 MI N FROM BEND.
 QD0731'ALONG U.S. HIGHWAY 97-20 ABOUT 1.45 MILES NORTH OF POST OFFICE AT
 QD0731'BEND, SET IN WINGWALL AT NORTHWEST CORNER OF CONCRETE BRIDGE OVER
 QD0731'IRRIGATION CANAL, 23.6 FEET NORTHWEST OF CENTER LINE OF HIGHWAY, AT
 QD0731'HIGHWAY LEVEL.
 QD0731
 QD0731                          STATION RECOVERY (1988)
 QD0731
 QD0731'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QD0731'THE NORTHWEST CORNER OF THE BRIDGE HAS BEEN HIT AND BROKEN OFF.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0524 ***********************************************************************
 OA0524  DESIGNATION -  E 286
 OA0524  PID         -  OA0524
 OA0524  STATE/COUNTY-  OR/COOS
 OA0524  USGS QUAD   -  CHARLESTON (1970)
 OA0524
 OA0524                         *CURRENT SURVEY CONTROL
 OA0524  ___________________________________________________________________
 OA0524* NAD 83(1986)-  43 20 15.     (N)    124 19 09.     (W)     SCALED    
 OA0524* NAVD 88     -         4.130  (meters)      13.55   (feet)  ADJUSTED  
 OA0524  ___________________________________________________________________
 OA0524  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 OA0524  DYNAMIC HT  -           4.129 (meters)      13.55  (feet)  COMP
 OA0524  MODELED GRAV-     980,454.9   (mgal)                       NAVD 88
 OA0524
 OA0524  VERT ORDER  -  FIRST     CLASS II
 OA0524
 OA0524.The horizontal coordinates were scaled from a topographic map and have
 OA0524.an estimated accuracy of +/- 6 seconds.
 OA0524
 OA0524.The orthometric height was determined by differential leveling
 OA0524.and adjusted in June 1991.
 OA0524
 OA0524.The geoid height was determined by GEOID03.
 OA0524
 OA0524.The dynamic height is computed by dividing the NAVD 88
 OA0524.geopotential number by the normal gravity value computed on the
 OA0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0524.degrees latitude (g = 980.6199 gals.).
 OA0524
 OA0524.The modeled gravity was interpolated from observed gravity values.
 OA0524
 OA0524;                    North         East    Units  Estimated Accuracy
 OA0524;SPC OR S     -   192,660.    1,190,430.      MT  (+/- 180 meters Scaled)
 OA0524
 OA0524                          SUPERSEDED SURVEY CONTROL
 OA0524
 OA0524  NGVD 29 (??/??/92)    3.046  (m)            9.99   (f) ADJ UNCH    1 2
 OA0524
 OA0524.Superseded values are not recommended for survey control.
 OA0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0524.See file dsdata.txt to determine how the superseded data were derived.
 OA0524
 OA0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN930991(NAD 83)
 OA0524_MARKER: DD = SURVEY DISK
 OA0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA0524_SP_SET: CONCRETE POST
 OA0524_STAMPING: 9.5 E 286 1939
 OA0524_MARK LOGO: ORHD  
 OA0524_PROJECTION: RECESSED 15 CENTIMETERS
 OA0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0524+STABILITY: SURFACE MOTION
 OA0524
 OA0524  HISTORY     - Date     Condition        Report By
 OA0524  HISTORY     - 1939     MONUMENTED       ORDT
 OA0524  HISTORY     - 1969     MARK NOT FOUND   NGS
 OA0524  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 OA0524  HISTORY     - 1987     GOOD             NGS
 OA0524  HISTORY     - 19940517 MARK NOT FOUND   USPSQD
 OA0524  HISTORY     - 20010929 MARK NOT FOUND   USPSQD
 OA0524
 OA0524                          STATION DESCRIPTION
 OA0524
 OA0524'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1939
 OA0524'0.4 MI E FROM CHARLESTON.
 OA0524'0.4 MILE EAST ALONG THE CAPE ARAGO HIGHWAY FROM CHARLESTON, COOS
 OA0524'COUNTY, 5 FEET EAST OF THE NORTHEAST CORNER OF THE BRIDGE OVER SOUTH
 OA0524'SLOUGH, AND AT A WHITE WOODEN POST STENCILED U. S. B. M.  AN OREGON
 OA0524'STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED 9.5 E 286 1939 AND SET
 OA0524'IN THE TOP OF A CONCRETE POST.
 OA0524
 OA0524                          STATION RECOVERY (1969)
 OA0524
 OA0524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 OA0524'MARK NOT FOUND.
 OA0524
 OA0524                          STATION RECOVERY (1984)
 OA0524
 OA0524'RECOVERY NOTE BY US POWER SQUADRON 1984
 OA0524'MARK NOT FOUND.
 OA0524
 OA0524                          STATION RECOVERY (1987)
 OA0524
 OA0524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 OA0524'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  0.5 KM
 OA0524'(0.30 MI) NORTHERLY ALONG CAPE ARAGO HIGHWAY FROM THE JUNCTION OF BOAT
 OA0524'BASIN DRIVE IN CHARLESTON, 5.5 M (18.0 FT) NORTH OF THE CENTERLINE OF
 OA0524'THE HIGHWAY, AND 1.5 M (4.9 FT) EAST OF THE NORTHEAST CORNER OF A
 OA0524'BRIDGE SPANNING SOUTH SLOUGH.
 OA0524'THE MARK IS 0.2 M BELOW THE HIGHWAY.
 OA0524
 OA0524                          STATION RECOVERY (1994)
 OA0524
 OA0524'RECOVERY NOTE BY US POWER SQUADRON 1994
 OA0524'MARK NOT FOUND.
 OA0524
 OA0524                          STATION RECOVERY (2001)
 OA0524
 OA0524'RECOVERY NOTE BY US POWER SQUADRON 2001 (VCR)
 OA0524'THERE IS A NEW BRIDGE AND HIGHWAY REALIGNMENT AT THIS LOCATION. MARK
 OA0524'DESTROYED OR COVERED BE NEW BRIDGE APPROACH.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0273 ***********************************************************************
 NY0273  DESIGNATION -  E 288
 NY0273  PID         -  NY0273
 NY0273  STATE/COUNTY-  OR/KLAMATH
 NY0273  USGS QUAD   -  YONNA (1988)
 NY0273
 NY0273                         *CURRENT SURVEY CONTROL
 NY0273  ___________________________________________________________________
 NY0273* NAD 83(1986)-  42 21 09.     (N)    121 23 57.     (W)     SCALED    
 NY0273* NAVD 88     -      1551.667  (meters)    5090.76   (feet)  ADJUSTED  
 NY0273  ___________________________________________________________________
 NY0273  GEOID HEIGHT-         -21.92  (meters)                     GEOID03
 NY0273  DYNAMIC HT  -        1550.695 (meters)    5087.57  (feet)  COMP
 NY0273  MODELED GRAV-     979,940.4   (mgal)                       NAVD 88
 NY0273
 NY0273  VERT ORDER  -  FIRST     CLASS II
 NY0273
 NY0273.The horizontal coordinates were scaled from a topographic map and have
 NY0273.an estimated accuracy of +/- 6 seconds.
 NY0273
 NY0273.The orthometric height was determined by differential leveling
 NY0273.and adjusted in June 1991.
 NY0273
 NY0273.The geoid height was determined by GEOID03.
 NY0273
 NY0273.The dynamic height is computed by dividing the NAVD 88
 NY0273.geopotential number by the normal gravity value computed on the
 NY0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0273.degrees latitude (g = 980.6199 gals.).
 NY0273
 NY0273.The modeled gravity was interpolated from observed gravity values.
 NY0273
 NY0273;                    North         East    Units  Estimated Accuracy
 NY0273;SPC OR S     -    76,580.    1,425,920.      MT  (+/- 180 meters Scaled)
 NY0273
 NY0273                          SUPERSEDED SURVEY CONTROL
 NY0273
 NY0273  NGVD 29 (??/??/92) 1550.534  (m)         5087.04   (f) ADJ UNCH    1 2
 NY0273
 NY0273.Superseded values are not recommended for survey control.
 NY0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0273.See file dsdata.txt to determine how the superseded data were derived.
 NY0273
 NY0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM318901(NAD 83)
 NY0273_MARKER: DB = BENCH MARK DISK
 NY0273_SETTING: 66 = SET IN ROCK OUTCROP
 NY0273_SP_SET: OUTCROP
 NY0273_STAMPING: E 288 1934 5087
 NY0273_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NY0273+STABILITY: POSITION/ELEVATION WELL
 NY0273
 NY0273  HISTORY     - Date     Condition        Report By
 NY0273  HISTORY     - 1934     MONUMENTED       CGS
 NY0273  HISTORY     - 1942     GOOD             NGS
 NY0273  HISTORY     - 1968     GOOD             NGS
 NY0273  HISTORY     - 20040830 GOOD             ORDT
 NY0273
 NY0273                          STATION DESCRIPTION
 NY0273
 NY0273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NY0273'12.2 MI NE FROM DAIRY.
 NY0273'12.2 MILES NORTHEAST OF POST OFFICE ALONG LAKEVIEW ROAD, 480 FEET
 NY0273'NORTHEAST OF BLY MOUNTAIN SUMMIT, 65 FEET NORTHWEST OF CENTER LINE OF
 NY0273'ROAD.  WITNESS POST SET.
 NY0273
 NY0273                          STATION RECOVERY (1968)
 NY0273
 NY0273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 NY0273'RECOVERED IN GOOD CONDITION.
 NY0273
 NY0273                          STATION RECOVERY (2004)
 NY0273
 NY0273'RECOVERY NOTE BY OREGON DEPARTMENT OF TRANSPORTATION 2004 (JW)
 NY0273'ALONG HWY 140, 12.0 MILES NE OF THE HIGHWAY JUNCTION IN DAIRY. 480 FT
 NY0273'NE OF BLY MTN SUMMIT, 65 FT NW OF HIGHWAY CENTERLINE.  SET IN MASSIVE
 NY0273'AND CONSPICUOUS ROCK LEDGE, 5 FT ABOVE HIGHWAY, 5 FT WEST OF STEEL
 NY0273'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0222 ***********************************************************************
 RB0222  DESIGNATION -  E 29
 RB0222  PID         -  RB0222
 RB0222  STATE/COUNTY-  OR/UNION
 RB0222  USGS QUAD   -  LA GRANDE (1994)
 RB0222
 RB0222                         *CURRENT SURVEY CONTROL
 RB0222  ___________________________________________________________________
 RB0222* NAD 83(1986)-  45 19 46.     (N)    118 06 07.     (W)     SCALED    
 RB0222* NAVD 88     -       852.020  (meters)    2795.34   (feet)  ADJUSTED  
 RB0222  ___________________________________________________________________
 RB0222  GEOID HEIGHT-         -17.77  (meters)                     GEOID03
 RB0222  DYNAMIC HT  -         851.827 (meters)    2794.70  (feet)  COMP
 RB0222  MODELED GRAV-     980,362.1   (mgal)                       NAVD 88
 RB0222
 RB0222  VERT ORDER  -  FIRST     CLASS II
 RB0222
 RB0222.The horizontal coordinates were scaled from a topographic map and have
 RB0222.an estimated accuracy of +/- 6 seconds.
 RB0222
 RB0222.The orthometric height was determined by differential leveling
 RB0222.and adjusted in June 1991.
 RB0222
 RB0222.The geoid height was determined by GEOID03.
 RB0222
 RB0222.The dynamic height is computed by dividing the NAVD 88
 RB0222.geopotential number by the normal gravity value computed on the
 RB0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0222.degrees latitude (g = 980.6199 gals.).
 RB0222
 RB0222.The modeled gravity was interpolated from observed gravity values.
 RB0222
 RB0222;                    North         East    Units  Estimated Accuracy
 RB0222;SPC OR N     -   187,560.    2,687,950.      MT  (+/- 180 meters Scaled)
 RB0222
 RB0222                          SUPERSEDED SURVEY CONTROL
 RB0222
 RB0222  NGVD 29 (??/??/92)  850.946  (m)         2791.81   (f) ADJ UNCH    1 2
 RB0222
 RB0222.Superseded values are not recommended for survey control.
 RB0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0222.See file dsdata.txt to determine how the superseded data were derived.
 RB0222
 RB0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML136201(NAD 83)
 RB0222_MARKER: P = PIPE CAP
 RB0222_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RB0222_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RB0222_STAMPING: B. M. E. 29 86 L 496
 RB0222_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RB0222
 RB0222  HISTORY     - Date     Condition        Report By
 RB0222  HISTORY     - UNK      MONUMENTED       USFS
 RB0222  HISTORY     - 1951     GOOD             NGS
 RB0222
 RB0222                          STATION DESCRIPTION
 RB0222
 RB0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 RB0222'IN LAGRANDE.
 RB0222'AT LAGRANDE 0.2 MILE WEST ALONG ADAMS AVE. FROM LAGRANDE THE POST
 RB0222'OFFICE, AT THE WEST CORNER OF INTERSECTION OF ADAMS AVE. AND CEDAR
 RB0222'STREET, 25 FEET SOUTH CENTER LINE OF ADAMS AVE., 25 1/2 FEET WEST OF
 RB0222'CENTER LINE OF CEDAR ST., 1.4 FEET EAST OF A FIRE PLUG, AND ABOUT 0.2
 RB0222'FOOT HIGHER THAN THE CURB, IRON CAP PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0470 ***********************************************************************
 RC0470  DESIGNATION -  E 290
 RC0470  PID         -  RC0470
 RC0470  STATE/COUNTY-  OR/WASCO
 RC0470  USGS QUAD   -  SHANIKO (1971)
 RC0470
 RC0470                         *CURRENT SURVEY CONTROL
 RC0470  ___________________________________________________________________
 RC0470* NAD 83(1986)-  45 05 26.     (N)    120 50 33.     (W)     SCALED    
 RC0470* NAVD 88     -       828.284  (meters)    2717.46   (feet)  POSTED    
 RC0470  ___________________________________________________________________
 RC0470  GEOID HEIGHT-         -20.90  (meters)                     GEOID03
 RC0470  DYNAMIC HT  -         828.080 (meters)    2716.79  (feet)  COMP
 RC0470  MODELED GRAV-     980,342.3   (mgal)                       NAVD 88
 RC0470
 RC0470  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 RC0470
 RC0470.The horizontal coordinates were scaled from a topographic map and have
 RC0470.an estimated accuracy of +/- 6 seconds.
 RC0470
 RC0470.The orthometric height was determined by differential leveling
 RC0470.and adjusted by the  in 1992.
 RC0470.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 RC0470.rate of 2.1 thru 3.0 mm/km.
 RC0470
 RC0470.The geoid height was determined by GEOID03.
 RC0470
 RC0470.The dynamic height is computed by dividing the NAVD 88
 RC0470.geopotential number by the normal gravity value computed on the
 RC0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0470.degrees latitude (g = 980.6199 gals.).
 RC0470
 RC0470.The modeled gravity was interpolated from observed gravity values.
 RC0470
 RC0470;                    North         East    Units  Estimated Accuracy
 RC0470;SPC OR N     -   158,280.    2,473,040.      MT  (+/- 180 meters Scaled)
 RC0470
 RC0470                          SUPERSEDED SURVEY CONTROL
 RC0470
 RC0470  NGVD 29 (??/??/92)  827.150  (m)         2713.74   (f) ADJ UNCH    2 0
 RC0470
 RC0470.Superseded values are not recommended for survey control.
 RC0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0470.See file dsdata.txt to determine how the superseded data were derived.
 RC0470
 RC0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ697952(NAD 83)
 RC0470_MARKER: DD = SURVEY DISK
 RC0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC0470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC0470_STAMPING: E 290 1934
 RC0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0470+STABILITY: SURFACE MOTION
 RC0470
 RC0470  HISTORY     - Date     Condition        Report By
 RC0470  HISTORY     - 1934     MONUMENTED       ORGS
 RC0470  HISTORY     - 1961     GOOD             NGS
 RC0470
 RC0470                          STATION DESCRIPTION
 RC0470
 RC0470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RC0470'8.7 MI NW FROM SHANIKO.
 RC0470'FROM THE POST OFFICE AT SHANIKO GO WEST ON U.S. HIGHWAY 97 FOR 1.5
 RC0470'MILES, TURN RIGHT, FOLLOW THE BAKEOVEN ROAD NORTHWEST FOR 7.2 MILES TO
 RC0470'THE JUNCTION WITH THE HINTON ROAD THAT IS JUST EAST OF THE OLD
 RC0470'BAKEOVEN SCHOOL BUILDING, IN THE SOUTH PART OF A TRIANGLE FORMED BY
 RC0470'THE JUNCTION OF THE TWO ROADS, 50 FEET EAST OF THE CENTER LINE OF THE
 RC0470'BAKEOVEN ROAD, 20 FEET NORTH OF THE CENTER OF THE SOUTH FORK OF THE
 RC0470'HINTON ROAD, 1 FOOT EAST OF A METAL WITNESS POST, PROJECTING ABOUT 6
 RC0470'INCHES, AND ABOUT 2 FEET HIGHER THAN THE SURFACE OF THE BAKEOVEN ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0295 ***********************************************************************
 QD0295  DESIGNATION -  E 294 RESET
 QD0295  PID         -  QD0295
 QD0295  STATE/COUNTY-  OR/CROOK
 QD0295  USGS QUAD   -  STEARNS BUTTE (1988)
 QD0295
 QD0295                         *CURRENT SURVEY CONTROL
 QD0295  ___________________________________________________________________
 QD0295* NAD 83(1986)-  44 10 52.     (N)    120 51 03.     (W)     SCALED    
 QD0295* NAVD 88     -       906.05   (meters)    2972.6    (feet)  RESET     
 QD0295  ___________________________________________________________________
 QD0295  GEOID HEIGHT-         -20.47  (meters)                     GEOID03
 QD0295  VERT ORDER  -  THIRD
 QD0295
 QD0295.The horizontal coordinates were scaled from a topographic map and have
 QD0295.an estimated accuracy of +/- 6 seconds.
 QD0295
 QD0295.The orthometric height was computed from unverified reset data.
 QD0295
 QD0295.The geoid height was determined by GEOID03.
 QD0295
 QD0295;                    North         East    Units  Estimated Accuracy
 QD0295;SPC OR S     -   279,390.    1,471,950.      MT  (+/- 180 meters Scaled)
 QD0295
 QD0295                          SUPERSEDED SURVEY CONTROL
 QD0295
 QD0295.No superseded survey control is available for this station.
 QD0295
 QD0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP717942(NAD 83)
 QD0295_MARKER: DB = BENCH MARK DISK
 QD0295_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QD0295_SP_SET: MONUMENT
 QD0295_STAMPING: E 294 OREG GEOD S RESET 1969
 QD0295_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0295_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QD0295+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2004
 QD0295
 QD0295  HISTORY     - Date     Condition        Report By
 QD0295  HISTORY     - 1969     MONUMENTED       CGS
 QD0295  HISTORY     - 20041104 GOOD             ORBITE
 QD0295
 QD0295                          STATION DESCRIPTION
 QD0295
 QD0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 QD0295'9.9 MI S FROM PRINEVILLE.
 QD0295'REACHED FROM THE INTERSECTION OF E. SECOND STREET AND N. COURT STREET,
 QD0295'JUST NORTH OF THE PRINEVILLE POST OFFICE, GO WEST ON E. SECOND STREET
 QD0295'FOR 0.1 MILE TO MAIN STREET, (STATE HIGHWAY 27), TURN LEFT AND GO
 QD0295'SOUTH ON MAIN STREET AND STATE HIGHWAY 27 FOR 9.9 MILES TO THE BENCH
 QD0295'MARK ON THE LEFT, THIS IS 0.2 MILE AFTER PASSING A SET OF RANCH
 QD0295'BUILDINGS ON THE RIGHT.  THE BENCH MARK IS 58 FEET NORTHEAST OF THE
 QD0295'CENTER OF THE HIGHWAY, 1 FOOT SOUTHEAST OF A METAL WITNESS POST AND 12
 QD0295'FEET HIGHER THAN THE HIGHWAY SET IN A 10-INCH SQUARE CONCRETE MONUMENT
 QD0295'THAT PROJECTS 3 INCHES.
 QD0295
 QD0295                          STATION RECOVERY (2004)
 QD0295
 QD0295'RECOVERY NOTE BY ORBITECH INC 2004 (SHG)
 QD0295'HANDHELD GPS NAD27 POSITION
 QD0295'44 10'54.5 N
 QD0295'120 51'02.1 W
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0818 ***********************************************************************
 QE0818  DESIGNATION -  E 298
 QE0818  PID         -  QE0818
 QE0818  STATE/COUNTY-  OR/LINN
 QE0818  USGS QUAD   -  ALBANY (1975)
 QE0818
 QE0818                         *CURRENT SURVEY CONTROL
 QE0818  ___________________________________________________________________
 QE0818* NAD 83(1986)-  44 42 04.     (N)    123 03 06.     (W)     SCALED    
 QE0818* NAVD 88     -        76.755  (meters)     251.82   (feet)  ADJUSTED  
 QE0818  ___________________________________________________________________
 QE0818  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 QE0818  DYNAMIC HT  -          76.750 (meters)     251.80  (feet)  COMP
 QE0818  MODELED GRAV-     980,549.9   (mgal)                       NAVD 88
 QE0818
 QE0818  VERT ORDER  -  SECOND    CLASS 0
 QE0818
 QE0818.The horizontal coordinates were scaled from a topographic map and have
 QE0818.an estimated accuracy of +/- 6 seconds.
 QE0818
 QE0818.The orthometric height was determined by differential leveling
 QE0818.and adjusted in June 1991.
 QE0818
 QE0818.The geoid height was determined by GEOID03.
 QE0818
 QE0818.The dynamic height is computed by dividing the NAVD 88
 QE0818.geopotential number by the normal gravity value computed on the
 QE0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0818.degrees latitude (g = 980.6199 gals.).
 QE0818
 QE0818.The modeled gravity was interpolated from observed gravity values.
 QE0818
 QE0818;                    North         East    Units  Estimated Accuracy
 QE0818;SPC OR N     -   118,140.    2,297,810.      MT  (+/- 180 meters Scaled)
 QE0818
 QE0818                          SUPERSEDED SURVEY CONTROL
 QE0818
 QE0818  NGVD 29 (??/??/92)   75.737  (m)          248.48   (f) ADJ UNCH    2 0
 QE0818
 QE0818.Superseded values are not recommended for survey control.
 QE0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0818.See file dsdata.txt to determine how the superseded data were derived.
 QE0818
 QE0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ959497(NAD 83)
 QE0818_MARKER: DD = SURVEY DISK
 QE0818_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QE0818_SP_SET: STRUCTURE
 QE0818_STAMPING: E 298 1948
 QE0818_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0818
 QE0818  HISTORY     - Date     Condition        Report By
 QE0818  HISTORY     - 1948     MONUMENTED       ORHD
 QE0818  HISTORY     - 1968     GOOD             ORDT
 QE0818  HISTORY     - 1969     GOOD             NGS
 QE0818  HISTORY     - 1987     MARK NOT FOUND   NGS
 QE0818
 QE0818                          STATION DESCRIPTION
 QE0818
 QE0818'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1968
 QE0818'2.0 MI W FROM JEFFERSON.
 QE0818'2.35 MILES SOUTH FROM THE SOUTH END OF THE SANTIAM RIVER BRIDGE ON US
 QE0818'INTERSTATE 5 TO THE SOUTH JEFFERSON INTERCHANGE.  IN THE SOUTHWEST
 QE0818'CORNER OF THE STRUCTURE ON THE NORTH BOUND LANES.  AN OREGON STATE
 QE0818'HIGHWAY DEPT. STANDARD DISK, STAMPED E 298 1948, SET IN A DRILL HOLE.
 QE0818
 QE0818                          STATION RECOVERY (1969)
 QE0818
 QE0818'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 QE0818'RECOVERED IN GOOD CONDITION.
 QE0818
 QE0818                          STATION RECOVERY (1987)
 QE0818
 QE0818'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE0818'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0429 ***********************************************************************
 RB0429  DESIGNATION -  E 299
 RB0429  PID         -  RB0429
 RB0429  STATE/COUNTY-  OR/UMATILLA
 RB0429  USGS QUAD   -  CAYUSE (1966)
 RB0429
 RB0429                         *CURRENT SURVEY CONTROL
 RB0429  ___________________________________________________________________
 RB0429* NAD 83(1986)-  45 41 07.     (N)    118 31 11.     (W)     SCALED    
 RB0429* NAVD 88     -       466.150  (meters)    1529.36   (feet)  ADJUSTED  
 RB0429  ___________________________________________________________________
 RB0429  GEOID HEIGHT-         -20.08  (meters)                     GEOID03
 RB0429  DYNAMIC HT  -         466.078 (meters)    1529.12  (feet)  COMP
 RB0429  MODELED GRAV-     980,448.8   (mgal)                       NAVD 88
 RB0429
 RB0429  VERT ORDER  -  FIRST     CLASS II
 RB0429
 RB0429.The horizontal coordinates were scaled from a topographic map and have
 RB0429.an estimated accuracy of +/- 6 seconds.
 RB0429
 RB0429.The orthometric height was determined by differential leveling
 RB0429.and adjusted in June 1991.
 RB0429
 RB0429.The geoid height was determined by GEOID03.
 RB0429
 RB0429.The dynamic height is computed by dividing the NAVD 88
 RB0429.geopotential number by the normal gravity value computed on the
 RB0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0429.degrees latitude (g = 980.6199 gals.).
 RB0429
 RB0429.The modeled gravity was interpolated from observed gravity values.
 RB0429
 RB0429;                    North         East    Units  Estimated Accuracy
 RB0429;SPC OR N     -   226,210.    2,654,240.      MT  (+/- 180 meters Scaled)
 RB0429
 RB0429                          SUPERSEDED SURVEY CONTROL
 RB0429
 RB0429  NGVD 29 (??/??/92)  465.120  (m)         1525.98   (f) ADJ UNCH    1 2
 RB0429
 RB0429.Superseded values are not recommended for survey control.
 RB0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0429.See file dsdata.txt to determine how the superseded data were derived.
 RB0429
 RB0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL816602(NAD 83)
 RB0429_MARKER: DD = SURVEY DISK
 RB0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0429_STAMPING: E 299 1526 1934
 RB0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0429+STABILITY: SURFACE MOTION
 RB0429
 RB0429  HISTORY     - Date     Condition        Report By
 RB0429  HISTORY     - 1934     MONUMENTED       ORGS
 RB0429  HISTORY     - 1951     GOOD             NGS
 RB0429
 RB0429                          STATION DESCRIPTION
 RB0429
 RB0429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 RB0429'2.3 MI E FROM CAYUSE.
 RB0429'2.3 MILES EAST ALONG THE UNION PACIFIC RAILROAD TRACK FROM THE SIGN
 RB0429'BOARD AND SECTION HOUSE IN CAYUSE, AT A PRIVATE ROAD CROSSING THE
 RB0429'RAILROAD LEADING TO AN INDIAN CEMETERY, AND 0.25 MILE WEST OF THE SIGN
 RB0429'BOARD HOMLY, 49 FEET EAST OF THE CENTER OF A IRON GATE ACROSS A
 RB0429'PRIVATE ROAD, 46.1 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK,
 RB0429'14.9 FEET NORTHEAST OF A TELEPHONE POLE WITH A GUY WIRE, 1.5 FEET
 RB0429'SOUTH OF THE NORTH RAILROAD RIGHT OF WAY FENCE LINE, AND ABOUT 1 FOOT
 RB0429'HIGHER THAN TOP OF THE TRACKS, AND SET IN TOP OF A CONCRETE POST
 RB0429'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0226 ***********************************************************************
 RB0226  DESIGNATION -  E 3
 RB0226  PID         -  RB0226
 RB0226  STATE/COUNTY-  OR/UNION
 RB0226  USGS QUAD   -  LA GRANDE (1994)
 RB0226
 RB0226                         *CURRENT SURVEY CONTROL
 RB0226  ___________________________________________________________________
 RB0226* NAD 83(1986)-  45 19 41.     (N)    118 05 27.     (W)     SCALED    
 RB0226* NAVD 88     -       849.835  (meters)    2788.17   (feet)  POSTED    
 RB0226  ___________________________________________________________________
 RB0226  GEOID HEIGHT-         -17.79  (meters)                     GEOID03
 RB0226  DYNAMIC HT  -         849.640 (meters)    2787.53  (feet)  COMP
 RB0226  MODELED GRAV-     980,361.4   (mgal)                       NAVD 88
 RB0226
 RB0226  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 RB0226
 RB0226.The horizontal coordinates were scaled from a topographic map and have
 RB0226.an estimated accuracy of +/- 6 seconds.
 RB0226
 RB0226.The orthometric height was determined by differential leveling
 RB0226.and adjusted by the  in 1992.
 RB0226.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 RB0226.rate of 0.0 thru 1.0 mm/km.
 RB0226.WARNING-Repeat measurements at this control monument indicate possible
 RB0226.vertical movement.
 RB0226
 RB0226.The geoid height was determined by GEOID03.
 RB0226
 RB0226.The dynamic height is computed by dividing the NAVD 88
 RB0226.geopotential number by the normal gravity value computed on the
 RB0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0226.degrees latitude (g = 980.6199 gals.).
 RB0226
 RB0226.The modeled gravity was interpolated from observed gravity values.
 RB0226
 RB0226;                    North         East    Units  Estimated Accuracy
 RB0226;SPC OR N     -   187,430.    2,688,820.      MT  (+/- 180 meters Scaled)
 RB0226
 RB0226                          SUPERSEDED SURVEY CONTROL
 RB0226
 RB0226  NGVD 29 (??/??/92)  848.760  (m)         2784.64   (f) ADJ UNCH    1 2
 RB0226
 RB0226.Superseded values are not recommended for survey control.
 RB0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0226.See file dsdata.txt to determine how the superseded data were derived.
 RB0226
 RB0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML145199(NAD 83)
 RB0226_MARKER: B = BOLT
 RB0226_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RB0226_SP_SET: BUILDING
 RB0226_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RB0226
 RB0226  HISTORY     - Date     Condition        Report By
 RB0226  HISTORY     - 1904     MONUMENTED       CGS
 RB0226  HISTORY     - 1935     GOOD             CGS
 RB0226  HISTORY     - 19930719 MARK NOT FOUND   USGS-R
 RB0226
 RB0226                          STATION DESCRIPTION
 RB0226
 RB0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RB0226'IN LAGRANDE.
 RB0226'AT LAGRANDE, UNION COUNTY, AT THE SOUTHEAST SIDE OF FIR STREET BETWEEN
 RB0226'THE UNION PACIFIC RAILROAD AND JEFFERSON AVENUE, 47 FEET SOUTHWEST OF
 RB0226'THE BUILDING LINE ALONG THE RAILROAD, IN THE NORTHWEST FACE OF A BRICK
 RB0226'STORE BUILDING, 9 INCHES FROM THE NORTH CORNER, BEHIND A LARGE
 RB0226'SHEET-METAL SIGN, AND ABOUT 4 FEET HIGHER THAN THE SIDEWALK. A CROSS
 RB0226'ON THE END OF A COPPER BOLT, STAMPED USBM.
 RB0226
 RB0226                          STATION RECOVERY (1993)
 RB0226
 RB0226'RECOVERY NOTE BY USGS ROCKY MOUNTAIN MAPPING CENTER 1993 (MAT)
 RB0226'BUILDING WAS DESTROYED BY FIRE, MARK WAS MORE THAN LIKELY DESTROYED
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0835 ***********************************************************************
 QD0835  DESIGNATION -  E 30 RESET
 QD0835  PID         -  QD0835
 QD0835  STATE/COUNTY-  OR/DESCHUTES
 QD0835  USGS QUAD   -  TUMALO (1962)
 QD0835
 QD0835                         *CURRENT SURVEY CONTROL
 QD0835  ___________________________________________________________________
 QD0835* NAD 83(1986)-  44 09 38.     (N)    121 15 10.     (W)     SCALED    
 QD0835* NAVD 88     -      1000.108  (meters)    3281.19   (feet)  ADJUSTED  
 QD0835  ___________________________________________________________________
 QD0835  GEOID HEIGHT-         -21.12  (meters)                     GEOID03
 QD0835  DYNAMIC HT  -         999.739 (meters)    3279.98  (feet)  COMP
 QD0835  MODELED GRAV-     980,216.1   (mgal)                       NAVD 88
 QD0835
 QD0835  VERT ORDER  -  FIRST     CLASS II
 QD0835
 QD0835.The horizontal coordinates were scaled from a topographic map and have
 QD0835.an estimated accuracy of +/- 6 seconds.
 QD0835
 QD0835.The orthometric height was determined by differential leveling
 QD0835.and adjusted in June 1991.
 QD0835
 QD0835.The geoid height was determined by GEOID03.
 QD0835
 QD0835.The dynamic height is computed by dividing the NAVD 88
 QD0835.geopotential number by the normal gravity value computed on the
 QD0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0835.degrees latitude (g = 980.6199 gals.).
 QD0835
 QD0835.The modeled gravity was interpolated from observed gravity values.
 QD0835
 QD0835;                    North         East    Units  Estimated Accuracy
 QD0835;SPC OR S     -   277,320.    1,439,780.      MT  (+/- 180 meters Scaled)
 QD0835
 QD0835                          SUPERSEDED SURVEY CONTROL
 QD0835
 QD0835.No superseded survey control is available for this station.
 QD0835
 QD0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP397911(NAD 83)
 QD0835_MARKER: DB = BENCH MARK DISK
 QD0835_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QD0835_SP_SET: HEADWALL
 QD0835_STAMPING: E 30 RESET 1969
 QD0835_MARK LOGO: ORHD  
 QD0835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0835+STABILITY: SURFACE MOTION
 QD0835_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QD0835+SATELLITE: SATELLITE OBSERVATIONS - July 12, 1988
 QD0835
 QD0835  HISTORY     - Date     Condition        Report By
 QD0835  HISTORY     - 1969     MONUMENTED       CGS
 QD0835  HISTORY     - 1970     GOOD             NGS
 QD0835  HISTORY     - 19880712 GOOD             NGS
 QD0835
 QD0835                          STATION DESCRIPTION
 QD0835
 QD0835'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 QD0835'8.0 MI N FROM BEND.
 QD0835'ABOUT 8.0 MILES NORTH ALONG THE OREGON TRUNK RAILWAY FROM BEND, ABOUT
 QD0835'0.3 MILE EAST OF THE DALLES-CALIFORNIA HIGHWAY U.S. 97, ABOUT 280 FEET
 QD0835'NORTH OF THE SOUTH END OF A CUT, 27.5 FEET WEST OF THE CENTER LINE OF
 QD0835'THE MAIN LINE TRACK, AT IRRIGATION SYPHON T 143.28 UNDER TWO TRACKS,
 QD0835'AND SET IN THE TOP OF THE WEST HEADWALL.
 QD0835
 QD0835                          STATION RECOVERY (1988)
 QD0835
 QD0835'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QD0835'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  12.1 KM
 QD0835'(7.50 MI) NORTHERLY ALONG U.S. HIGHWAY 97 FROM THE SOUTH JUNCTION OF
 QD0835'U.S. HIGHWAY 20 IN BEND, THENCE 0.4 KM (0.25 MI) EAST ALONG DESCHUTES
 QD0835'ROAD, THENCE 0.4 KM (0.25 MI) NORTHEAST ALONG THE BURLINGTON NORTHERN
 QD0835'RAILROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0790 ***********************************************************************
 QE0790  DESIGNATION -  E 300
 QE0790  PID         -  QE0790
 QE0790  STATE/COUNTY-  OR/MARION
 QE0790  USGS QUAD   -  SIDNEY (1986)
 QE0790
 QE0790                         *CURRENT SURVEY CONTROL
 QE0790  ___________________________________________________________________
 QE0790* NAD 83(1986)-  44 45 29.     (N)    123 02 56.     (W)     SCALED    
 QE0790* NAVD 88     -        64.355  (meters)     211.14   (feet)  ADJUSTED  
 QE0790  ___________________________________________________________________
 QE0790  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 QE0790  DYNAMIC HT  -          64.351 (meters)     211.12  (feet)  COMP
 QE0790  MODELED GRAV-     980,555.6   (mgal)                       NAVD 88
 QE0790
 QE0790  VERT ORDER  -  FIRST     CLASS II
 QE0790
 QE0790.The horizontal coordinates were scaled from a topographic map and have
 QE0790.an estimated accuracy of +/- 6 seconds.
 QE0790
 QE0790.The orthometric height was determined by differential leveling
 QE0790.and adjusted in June 1991.
 QE0790
 QE0790.The geoid height was determined by GEOID03.
 QE0790
 QE0790.The dynamic height is computed by dividing the NAVD 88
 QE0790.geopotential number by the normal gravity value computed on the
 QE0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0790.degrees latitude (g = 980.6199 gals.).
 QE0790
 QE0790.The modeled gravity was interpolated from observed gravity values.
 QE0790
 QE0790;                    North         East    Units  Estimated Accuracy
 QE0790;SPC OR N     -   124,460.    2,298,230.      MT  (+/- 180 meters Scaled)
 QE0790
 QE0790                          SUPERSEDED SURVEY CONTROL
 QE0790
 QE0790  NGVD 29 (??/??/92)   63.350  (m)          207.84   (f) ADJ UNCH    1 2
 QE0790
 QE0790.Superseded values are not recommended for survey control.
 QE0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0790.See file dsdata.txt to determine how the superseded data were derived.
 QE0790
 QE0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ961560(NAD 83)
 QE0790_MARKER: DD = SURVEY DISK
 QE0790_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QE0790_SP_SET: CURB
 QE0790_STAMPING: E 300 1948
 QE0790_MARK LOGO: ORHD  
 QE0790_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0790
 QE0790  HISTORY     - Date     Condition        Report By
 QE0790  HISTORY     - 1948     MONUMENTED       ORHD
 QE0790  HISTORY     - 1968     GOOD             ORDT
 QE0790  HISTORY     - 1969     GOOD             NGS
 QE0790  HISTORY     - 1987     GOOD             NGS
 QE0790  HISTORY     - 20061018 MARK NOT FOUND   USPSQD
 QE0790
 QE0790                          STATION DESCRIPTION
 QE0790
 QE0790'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1968
 QE0790'2.8 MI NW FROM JEFFERSON.
 QE0790'1.34 MILES NORTH FROM THE NORTH END OF THE US INTERSTATE 5 HIGHWAY
 QE0790'BRIDGE OVER THE SANTIAM RIVER, IN THE NORTHEAST CORNER OF BRIDGE IN
 QE0790'THE NORTH BOUND LANE.  DISK STAMPED E 300 1948.  A OREGON STATE
 QE0790'HIGHWAY DEPT. STANDARD DISK.
 QE0790
 QE0790                          STATION RECOVERY (1969)
 QE0790
 QE0790'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 QE0790'RECOVERED IN GOOD CONDITION.
 QE0790
 QE0790                          STATION RECOVERY (1987)
 QE0790
 QE0790'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE0790'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  14.4 KM
 QE0790'(8.95 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 5 FROM ITS JUNCTION WITH
 QE0790'U.S. HIGHWAY 20 IN ALBANY, IN THE NORTH END OF THE EAST CURB OF THE
 QE0790'NORTHBOUND HIGHWAY BRIDGE SPANNING CHEHULPUM CREEK, 35.5 M (116.5 FT)
 QE0790'NORTH OF THE CENTERLINE OF TALBOT ROAD, 6.8 M (22.3 FT) EAST OF THE
 QE0790'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 0.7 M (2.3 FT)
 QE0790'SOUTH OF THE NORTH END OF THE CURB, AND 0.1 M (0.3 FT) WEST OF A
 QE0790'GUARDRAIL.
 QE0790'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 QE0790
 QE0790                          STATION RECOVERY (2006)
 QE0790
 QE0790'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 QE0790'I 5 IN THIS AREA HAS BEEN WIDENED AND A NEW BRIDGE CONSTRUCTED AT THIS
 QE0790'LOCATION.  MEASUREMENTS PUTS STATION IF PRESENT UNDER PAVEMENT OF
 QE0790'ROADWAY
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0412 ***********************************************************************
 RB0412  DESIGNATION -  E 301
 RB0412  PID         -  RB0412
 RB0412  STATE/COUNTY-  OR/UMATILLA
 RB0412  USGS QUAD   -  MISSION (1974)
 RB0412
 RB0412                         *CURRENT SURVEY CONTROL
 RB0412  ___________________________________________________________________
 RB0412* NAD 83(1986)-  45 40 10.     (N)    118 44 10.     (W)     SCALED    
 RB0412* NAVD 88     -       347.579  (meters)    1140.35   (feet)  ADJUSTED  
 RB0412  ___________________________________________________________________
 RB0412  GEOID HEIGHT-         -20.70  (meters)                     GEOID03
 RB0412  DYNAMIC HT  -         347.545 (meters)    1140.24  (feet)  COMP
 RB0412  MODELED GRAV-     980,508.5   (mgal)                       NAVD 88
 RB0412
 RB0412  VERT ORDER  -  FIRST     CLASS II
 RB0412
 RB0412.The horizontal coordinates were scaled from a topographic map and have
 RB0412.an estimated accuracy of +/- 6 seconds.
 RB0412
 RB0412.The orthometric height was determined by differential leveling
 RB0412.and adjusted in June 1991.
 RB0412
 RB0412.The geoid height was determined by GEOID03.
 RB0412
 RB0412.The dynamic height is computed by dividing the NAVD 88
 RB0412.geopotential number by the normal gravity value computed on the
 RB0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0412.degrees latitude (g = 980.6199 gals.).
 RB0412
 RB0412.The modeled gravity was interpolated from observed gravity values.
 RB0412
 RB0412;                    North         East    Units  Estimated Accuracy
 RB0412;SPC OR N     -   224,060.    2,637,430.      MT  (+/- 180 meters Scaled)
 RB0412
 RB0412                          SUPERSEDED SURVEY CONTROL
 RB0412
 RB0412  NGVD 29 (??/??/92)  346.57   (m)         1137.0    (f) COMPUTED    1 2
 RB0412
 RB0412.Superseded values are not recommended for survey control.
 RB0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0412.See file dsdata.txt to determine how the superseded data were derived.
 RB0412
 RB0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL647587(NAD 83)
 RB0412_MARKER: DB = BENCH MARK DISK
 RB0412_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RB0412_SP_SET: SEMAPHORE
 RB0412_STAMPING: 1157 E 301 1934
 RB0412_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RB0412
 RB0412  HISTORY     - Date     Condition        Report By
 RB0412  HISTORY     - 1934     MONUMENTED       ORGS
 RB0412  HISTORY     - 1951     MARK NOT FOUND   NGS
 RB0412
 RB0412                          STATION DESCRIPTION
 RB0412
 RB0412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 RB0412'2.8 MI E FROM PENDLETON.
 RB0412'ABOUT 2.8 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM PENDLETON,
 RB0412'UMATILLA COUNTY, AT MUNRA, ABOUT 105 FEET WEST OF THE WEST SWITCH OF
 RB0412'THE SIDING, ABOUT MILEAGE 218.36, IN THE TOP OF THE CONCRETE BASE OF
 RB0412'SEMAPHORE 2183, AND 10 FEET NORTH OF THE CENTER LINE OF THE TRACK.  A
 RB0412'STATE SURVEY STANDARD DISK, STAMPED 1157 E 301 1934.  NOTE-- THIS MARK
 RB0412'WAS SET IN THE CONCRETE BASE OF SEMAPHORE 2183 AND 10 FEET NORTH OF
 RB0412'THE CENTER OF THE TRACK AT THE WEST SWITCH OF THE SIDING AT MUNRA AT
 RB0412'MILEAGE 218.36, THE SEMAPHORE IS GONE AND THE MARK WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0725 ***********************************************************************
 RD0725  DESIGNATION -  E 303
 RD0725  PID         -  RD0725
 RD0725  STATE/COUNTY-  OR/CLATSOP
 RD0725  USGS QUAD   -  ELSIE (1984)
 RD0725
 RD0725                         *CURRENT SURVEY CONTROL
 RD0725  ___________________________________________________________________
 RD0725* NAD 83(1986)-  45 49 46.     (N)    123 30 04.     (W)     SCALED    
 RD0725* NAVD 88     -       432.197  (meters)    1417.97   (feet)  ADJUSTED  
 RD0725  ___________________________________________________________________
 RD0725  GEOID HEIGHT-         -20.88  (meters)                     GEOID03
 RD0725  DYNAMIC HT  -         432.218 (meters)    1418.04  (feet)  COMP
 RD0725  MODELED GRAV-     980,651.1   (mgal)                       NAVD 88
 RD0725
 RD0725  VERT ORDER  -  SECOND    CLASS 0
 RD0725
 RD0725.The horizontal coordinates were scaled from a topographic map and have
 RD0725.an estimated accuracy of +/- 6 seconds.
 RD0725
 RD0725.The orthometric height was determined by differential leveling
 RD0725.and adjusted in June 1991.
 RD0725
 RD0725.The geoid height was determined by GEOID03.
 RD0725
 RD0725.The dynamic height is computed by dividing the NAVD 88
 RD0725.geopotential number by the normal gravity value computed on the
 RD0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0725.degrees latitude (g = 980.6199 gals.).
 RD0725
 RD0725.The modeled gravity was interpolated from observed gravity values.
 RD0725
 RD0725;                    North         East    Units  Estimated Accuracy
 RD0725;SPC OR N     -   244,670.    2,266,870.      MT  (+/- 180 meters Scaled)
 RD0725
 RD0725                          SUPERSEDED SURVEY CONTROL
 RD0725
 RD0725  NGVD 29 (??/??/92)  431.126  (m)         1414.45   (f) ADJ UNCH    2 0
 RD0725
 RD0725.Superseded values are not recommended for survey control.
 RD0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0725.See file dsdata.txt to determine how the superseded data were derived.
 RD0725
 RD0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR610752(NAD 83)
 RD0725_MARKER: DD = SURVEY DISK
 RD0725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0725_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0725_STAMPING: E 303 1941
 RD0725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0725+STABILITY: SURFACE MOTION
 RD0725
 RD0725  HISTORY     - Date     Condition        Report By
 RD0725  HISTORY     - 1941     MONUMENTED       ORDT
 RD0725  HISTORY     - 1942     GOOD             NGS
 RD0725  HISTORY     - 1974     MARK NOT FOUND   NGS
 RD0725  HISTORY     - 1982     MARK NOT FOUND   USGS
 RD0725
 RD0725                          STATION DESCRIPTION
 RD0725
 RD0725'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 RD0725'5.8 MI SE FROM ELSIE.
 RD0725'ALONG STATE HIGHWAY 2, 45 FEET SOUTHWEST OF THE CENTER LINE OF THE
 RD0725'HIGHWAY AT THE EAST END OF A CUT, 75 FEET NORTHWEST OF A CONCRETE
 RD0725'CULVERT.  WITNESS POST SET.
 RD0725
 RD0725                          STATION RECOVERY (1974)
 RD0725
 RD0725'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 RD0725'MARK NOT FOUND.
 RD0725
 RD0725                          STATION RECOVERY (1982)
 RD0725
 RD0725'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 RD0725'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AB7227 ***********************************************************************
 AB7227  DESIGNATION -  E 304 RESET
 AB7227  PID         -  AB7227
 AB7227  STATE/COUNTY-  OR/UNION
 AB7227  USGS QUAD   -  TELOCASET (1993)
 AB7227
 AB7227                         *CURRENT SURVEY CONTROL
 AB7227  ___________________________________________________________________
 AB7227* NAD 83(1986)-  45 06 20.     (N)    117 49 59.     (W)     SCALED    
 AB7227* NAVD 88     -      1056.40   (meters)    3465.9    (feet)  RESET     
 AB7227  ___________________________________________________________________
 AB7227  GEOID HEIGHT-         -17.07  (meters)                     GEOID03
 AB7227  VERT ORDER  -  THIRD
 AB7227
 AB7227.The horizontal coordinates were scaled from a topographic map and have
 AB7227.an estimated accuracy of +/- 6 seconds.
 AB7227
 AB7227.The orthometric height was computed from unverified reset data.
 AB7227
 AB7227.The geoid height was determined by GEOID03.
 AB7227
 AB7227;                    North         East    Units  Estimated Accuracy
 AB7227;SPC OR N     -   163,360.    2,709,830.      MT  (+/- 180 meters Scaled)
 AB7227
 AB7227                          SUPERSEDED SURVEY CONTROL
 AB7227
 AB7227.No superseded survey control is available for this station.
 AB7227
 AB7227_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK344950(NAD 83)
 AB7227_MARKER: DD = SURVEY DISK
 AB7227_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AB7227_SP_SET: VIADUCT WINGWALL
 AB7227_STAMPING: E 304 RESET 1996
 AB7227_MARK LOGO: ORHD  
 AB7227_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB7227_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB7227_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7227+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AB7227
 AB7227  HISTORY     - Date     Condition        Report By
 AB7227  HISTORY     - 1996     MONUMENTED       ORHD
 AB7227
 AB7227                          STATION DESCRIPTION
 AB7227
 AB7227'DESCRIBED BY OREGON HIGHWAY DEPARTMENT 1996 (RED)
 AB7227'TELOCASET, 0.25 MILES (0.40 KM) SOUTH. M.P.  24.60 OF HIGHWAY 30,
 AB7227'UNION - NORTHPOWDER HIGHWAY,.  IT IS AN ORHD BRASS DISK ON SOUTHEAST
 AB7227'CORNER OF WINGWALL OVERCROSSING OF RAILROAD VIADUCT. DESCRIBED BY R.E.
 AB7227'DELVE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0884 ***********************************************************************
 QB0884  DESIGNATION -  E 305
 QB0884  PID         -  QB0884
 QB0884  STATE/COUNTY-  OR/BAKER
 QB0884  USGS QUAD   -  WINGVILLE (1993)
 QB0884
 QB0884                         *CURRENT SURVEY CONTROL
 QB0884  ___________________________________________________________________
 QB0884* NAD 83(2007)-  44 52 07.48389(N)    117 54 26.35126(W)     ADJUSTED  
 QB0884* NAVD 88     -      1020.316  (meters)    3347.49   (feet)  ADJUSTED  
 QB0884  ___________________________________________________________________
 QB0884  EPOCH DATE  -        2007.00
 QB0884  X           -  -2,119,580.176 (meters)                     COMP
 QB0884  Y           -  -4,001,953.932 (meters)                     COMP
 QB0884  Z           -   4,477,730.182 (meters)                     COMP
 QB0884  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 QB0884  ELLIP HEIGHT-        1003.143 (meters)          (02/10/07) ADJUSTED
 QB0884  GEOID HEIGHT-         -17.15  (meters)                     GEOID03
 QB0884  DYNAMIC HT  -        1019.994 (meters)    3346.43  (feet)  COMP
 QB0884
 QB0884  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 QB0884  Type    PID    Designation                      North   East  Ellip
 QB0884  -------------------------------------------------------------------
 QB0884  NETWORK QB0884 E 305                             0.57   0.41   1.67
 QB0884  -------------------------------------------------------------------
 QB0884  MODELED GRAV-     980,267.5   (mgal)                       NAVD 88
 QB0884
 QB0884  VERT ORDER  -  FIRST     CLASS II
 QB0884
 QB0884.The horizontal coordinates were established by GPS observations
 QB0884.and adjusted by the National Geodetic Survey in February 2007.
 QB0884
 QB0884.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 QB0884.See www.ngs.noaa.gov/NationalReadjustment for more information.
 QB0884.The horizontal coordinates are valid at the epoch date displayed above.
 QB0884.The epoch date for horizontal control is a decimal equivalence
 QB0884.of Year/Month/Day.
 QB0884
 QB0884.The orthometric height was determined by differential leveling
 QB0884.and adjusted in June 1991.
 QB0884
 QB0884.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QB0884
 QB0884.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB0884
 QB0884.The ellipsoidal height was determined by GPS observations
 QB0884.and is referenced to NAD 83.
 QB0884
 QB0884.The geoid height was determined by GEOID03.
 QB0884
 QB0884.The dynamic height is computed by dividing the NAVD 88
 QB0884.geopotential number by the normal gravity value computed on the
 QB0884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0884.degrees latitude (g = 980.6199 gals.).
 QB0884
 QB0884.The modeled gravity was interpolated from observed gravity values.
 QB0884
 QB0884;                    North         East     Units Scale Factor Converg.
 QB0884;SPC OR N     -   136,863.676 2,704,836.848   MT  0.99990822   +1 50 19.3
 QB0884;SPC OR N     -   449,027.81  8,874,136.64   iFT  0.99990822   +1 50 19.3
 QB0884;UTM  11      - 4,968,770.242   428,326.224   MT  0.99966317   -0 38 24.5
 QB0884
 QB0884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QB0884!SPC OR N     -   0.99984274  x   0.99990822  =   0.99975098
 QB0884!UTM  11      -   0.99984274  x   0.99966317  =   0.99950597
 QB0884
 QB0884                          SUPERSEDED SURVEY CONTROL
 QB0884
 QB0884  NAD 83(1998)-  44 52 07.48307(N)    117 54 26.35069(W) AD(       ) B
 QB0884  ELLIP H (07/02/01) 1003.153  (m)                       GP(       ) 3 2
 QB0884  NAD 83(1998)-  44 52 07.48307(N)    117 54 26.35069(W) AD(       ) B
 QB0884  ELLIP H (07/02/97) 1003.153  (m)                       GP(       ) 3 1
 QB0884  NAVD 88 (07/02/97) 1020.32   (m)         3347.5    (f) LEVELING    3  
 QB0884  NGVD 29 (??/??/92) 1019.185  (m)         3343.78   (f) ADJ UNCH    1 2
 QB0884
 QB0884.Superseded values are not recommended for survey control.
 QB0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0884.See file dsdata.txt to determine how the superseded data were derived.
 QB0884
 QB0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK2832668770(NAD 83)
 QB0884_MARKER: DD = SURVEY DISK
 QB0884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0884_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0884_STAMPING: STATION NO. 305 E ELEVATION 3344 FEET
 QB0884_MARK LOGO: CGS   
 QB0884_MAGNETIC: N = NO MAGNETIC MATERIAL
 QB0884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0884+STABILITY: SURFACE MOTION
 QB0884_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QB0884+SATELLITE: SATELLITE OBSERVATIONS - September 12, 1996
 QB0884
 QB0884  HISTORY     - Date     Condition        Report By
 QB0884  HISTORY     - 1934     MONUMENTED       ORGS
 QB0884  HISTORY     - 1941     GOOD             NGS
 QB0884  HISTORY     - 19960912 GOOD             CHANCE
 QB0884
 QB0884                          STATION DESCRIPTION
 QB0884
 QB0884'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QB0884'3.4 MI S FROM HAINES.
 QB0884'ABOUT 3.4 MILES SOUTH ALONG THE OREGON TRAIL (U.S. 30) FROM HAINES,
 QB0884'BAKER COUNTY, NEAR MILEAGE 329.75, ABOUT 0.1 MILE NORTH OF UNION
 QB0884'PACIFIC RAILROAD MILEPOST 335, OPPOSITE A ROAD LEADING WEST, 44 FEET
 QB0884'EAST OF THE CENTER LINE OF THE HIGHWAY, AND NEAR A WHITE WOODEN
 QB0884'WITNESS POST.  A STATE SURVEY STANDARD DISK, STAMPED 3344 E 305 1934
 QB0884'AND SET IN THE TOP OF A CONCRETE POST.
 QB0884
 QB0884                          STATION RECOVERY (1996)
 QB0884
 QB0884'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 QB0884'THE STATION IS LOCATED ABOUT 33 MILES (53.1 KM) SOUTH SOUTHEAST OF
 QB0884'LAGRANDE, 24 MILES (38.6 KM) SOUTH OF UNION AND 7 MILES (11.3 KM)
 QB0884'NORTHWEST OF BAKER CITY  TO REACH THE STATION FROM THE JUNCTION OF
 QB0884'CAMPBELL STREET AND INTERSTATE 84 (EXIT 304) IN EAST BAKER CITY,
 QB0884'PROCEED WEST ON CAMPBELL STREET 1.55 MILES (2.49 KM) TO JUNCTION WITH
 QB0884'US HIGHWAY 30, TURN RIGHT AND PROCEED NORTH ON US HIGHWAY 30 7.05
 QB0884'MILES (11.35 KM) TO HE STATION ON THE RIGHT NORTHEAST OF THE
 QB0884'INTERSECTION WITH POLE LINE ROAD  THE STATION IS A US COAST AND
 QB0884'GEODETIC SURVEY AND STATE SURVEY DISK SET IN THE TOP OF A SQUARE
 QB0884'CONCRETE MONUMENT, SET FLUSH WITH THE SURFACE.  THE STATION IS LOCATED
 QB0884'12.0 M (39.4 FT) NORTHWEST OF THE FENCE CORNER POST, 40.3 M (132.2 FT)
 QB0884'NORTHEAST OF THE CENTERLINE-CENTERLINE INTERSECTION OF THE RAILROAD
 QB0884'TRACKS AND POLE LINE ROAD, 14.4 M (47.2 FT) NORTHEAST OF THE
 QB0884'CENTERLINE OF US HIGHWAY 30, 24.3 M (79.7 FT) SOUTHEAST OF THE
 QB0884'CENTERLINE OF A FIELD ACCESS GATE, 0.5 M (1.6 FT) SOUTHWEST OF A
 QB0884'WOODEN WITNESS POST AND 0.9 M (3.0 FT) SOUTHEAST OF A METAL WITNESS
 QB0884'POST
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0909 ***********************************************************************
 QB0909  DESIGNATION -  E 307
 QB0909  PID         -  QB0909
 QB0909  STATE/COUNTY-  OR/BAKER
 QB0909  USGS QUAD   -  BAKER CITY (1994)
 QB0909
 QB0909                         *CURRENT SURVEY CONTROL
 QB0909  ___________________________________________________________________
 QB0909* NAD 83(1986)-  44 50 02.     (N)    117 48 53.     (W)     SCALED    
 QB0909* NAVD 88     -      1027.876  (meters)    3372.29   (feet)  ADJUSTED  
 QB0909  ___________________________________________________________________
 QB0909  GEOID HEIGHT-         -17.12  (meters)                     GEOID03
 QB0909  DYNAMIC HT  -        1027.558 (meters)    3371.25  (feet)  COMP
 QB0909  MODELED GRAV-     980,273.6   (mgal)                       NAVD 88
 QB0909
 QB0909  VERT ORDER  -  FIRST     CLASS II
 QB0909
 QB0909.The horizontal coordinates were scaled from a topographic map and have
 QB0909.an estimated accuracy of +/- 6 seconds.
 QB0909
 QB0909.The orthometric height was determined by differential leveling
 QB0909.and adjusted in June 1991.
 QB0909
 QB0909.The geoid height was determined by GEOID03.
 QB0909
 QB0909.The dynamic height is computed by dividing the NAVD 88
 QB0909.geopotential number by the normal gravity value computed on the
 QB0909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0909.degrees latitude (g = 980.6199 gals.).
 QB0909
 QB0909.The modeled gravity was interpolated from observed gravity values.
 QB0909
 QB0909;                    North         East    Units  Estimated Accuracy
 QB0909;SPC OR N     -   133,230.    2,712,280.      MT  (+/- 180 meters Scaled)
 QB0909
 QB0909                          SUPERSEDED SURVEY CONTROL
 QB0909
 QB0909  NGVD 29 (??/??/92) 1026.750  (m)         3368.60   (f) ADJ UNCH    1 2
 QB0909
 QB0909.Superseded values are not recommended for survey control.
 QB0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0909.See file dsdata.txt to determine how the superseded data were derived.
 QB0909
 QB0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK356648(NAD 83)
 QB0909_MARKER: DD = SURVEY DISK
 QB0909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0909_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0909_STAMPING: STATION NO 3369 E 307 1934
 QB0909_MARK LOGO: CGS   
 QB0909_MAGNETIC: N = NO MAGNETIC MATERIAL
 QB0909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0909+STABILITY: SURFACE MOTION
 QB0909_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QB0909+SATELLITE: SATELLITE OBSERVATIONS - September 12, 1996
 QB0909
 QB0909  HISTORY     - Date     Condition        Report By
 QB0909  HISTORY     - 1934     MONUMENTED       CGS
 QB0909  HISTORY     - 1941     GOOD             NGS
 QB0909  HISTORY     - 1954     GOOD             NGS
 QB0909  HISTORY     - 19960912 GOOD             CHANCE
 QB0909
 QB0909                          STATION DESCRIPTION
 QB0909
 QB0909'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QB0909'2.1 MI N FROM BAKER.
 QB0909'ABOUT 2.1 MILES NORTH ALONG THE BAKER-HOMESTEAD HIGHWAY (OREGON 86)
 QB0909'FROM THE INTERSECTION OF BROADWAY AND MAIN STREET AT BAKER, BAKER
 QB0909'COUNTY, THENCE ABOUT 2.1 MILES NORTH ALONG THE MEDICAL SPRINGS HIGHWAY
 QB0909'(OREGON 203).  AT THE ENTRANCE TO THE BAKER AIRPORT, 70 FEET EAST OF
 QB0909'THE CENTER LINE OF THE HIGHWAY, 4 FEET EAST OF THE EAST EDGE OF A
 QB0909'CATTLE GUARD, AND NEAR A WHITE WOODEN WITNESS POST.  A STATE SURVEY
 QB0909'STANDARD DISK, STAMPED 3369 E 307 1934 AND SET IN THE TOP OF A
 QB0909'CONCRETE POST.
 QB0909
 QB0909                          STATION RECOVERY (1954)
 QB0909
 QB0909'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 QB0909'RECOVERED IN GOOD CONDITION.
 QB0909
 QB0909                          STATION RECOVERY (1996)
 QB0909
 QB0909'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 QB0909'THE STATION IS LOCATED ABOUT 36 MILES (57.9 KM) SOUTHEAST OF LAGRANDE,
 QB0909'15 MILES (24.1 KM) NORTHWEST OF PLEASANT VALLEY AND 4 MILES (6.4 KM)
 QB0909'NORTH OF BAKER CITY AT THE BAKER CITY MUNICIPAL AIRPORT, TIM COLLINS -
 QB0909'CITY MANAGER, PHONE 541-523-6541  TO REACH THE STATION FROM THE
 QB0909'JUNCTION OF INTERSTATE 84 AND STATE HIGHWAY 86 (EXIT 302 OFF OF I-84)
 QB0909'NORTH OF BAKER CITY, PROCEED EAST ON SH 86 0.15 MILES (0.24 KM) TO
 QB0909'MEDICAL SPRINGS HIGHWAY ON THE LEFT, TURN LEFT AND PROCEED NORTH ON
 QB0909'MEDICAL SPRINGS HIGHWAY 2.05 MILES (3.30 KM) TO SOUTH AIRPORT ROAD ON
 QB0909'THE RIGHT, TURN RIGHT AND PROCEED EAST ON SOUTH AIRPORT RD 100 FT
 QB0909'(30.5 M) TO THE STATION ON THE LEFT AT THE GATED ENTRANCE TO AIRPORT
 QB0909'PROPERTY  THE STATION IS A US COAST AND GEODETIC SURVEY AND STATE
 QB0909'SURVEY STATION DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT,
 QB0909'RECESSED APPROXIMATELY 30 CM BELOW THE GROUND.  THE STATION IS LOCATED
 QB0909'8.3 M (27.2 FT) NORTH OF THE CENTERLINE OF SOUTH AIRPORT ROAD, 25.1 M
 QB0909'(82.3 FT) EAST OF THE CENTERLINE OF MEDICAL SPRINGS HIGHWAY, 4.8 M
 QB0909'(15.7 FT) EAST OF THE CENTERLINE OF THE ACCESS GATE, 15.4 M (50.5 FT)
 QB0909'SOUTHEAST OF THE SURVEY MONUMENT -AIRPORT-, 13.7 M (44.9 FT) EAST OF
 QB0909'THE WOODEN POST AT THE AIRPORT PROPERTY FENCE CORNER, 0.25 M (0.82 FT)
 QB0909'NORTH OF THE EASTERN BRACE POST AND 56.3 M (184.7 FT) SOUTHEAST OF THE
 QB0909'SOUTHWEST CORNER OF A HANGAR BUILDING  THE SITE IS SUITABLE FOR GPS
 QB0909'OBSERVATIONS
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0861 ***********************************************************************
 QE0861  DESIGNATION -  E 309
 QE0861  PID         -  QE0861
 QE0861  STATE/COUNTY-  OR/LANE
 QE0861  USGS QUAD   -  EUGENE EAST (1986)
 QE0861
 QE0861                         *CURRENT SURVEY CONTROL
 QE0861  ___________________________________________________________________
 QE0861* NAD 83(1986)-  44 02 42.     (N)    123 03 20.     (W)     SCALED    
 QE0861* NAVD 88     -       134.269  (meters)     440.51   (feet)  ADJUSTED  
 QE0861  ___________________________________________________________________
 QE0861  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 QE0861  DYNAMIC HT  -         134.249 (meters)     440.45  (feet)  COMP
 QE0861  MODELED GRAV-     980,471.4   (mgal)                       NAVD 88
 QE0861
 QE0861  VERT ORDER  -  FIRST     CLASS II
 QE0861
 QE0861.The horizontal coordinates were scaled from a topographic map and have
 QE0861.an estimated accuracy of +/- 6 seconds.
 QE0861
 QE0861.The orthometric height was determined by differential leveling
 QE0861.and adjusted in June 1991.
 QE0861
 QE0861.The geoid height was determined by GEOID03.
 QE0861
 QE0861.The dynamic height is computed by dividing the NAVD 88
 QE0861.geopotential number by the normal gravity value computed on the
 QE0861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0861.degrees latitude (g = 980.6199 gals.).
 QE0861
 QE0861.The modeled gravity was interpolated from observed gravity values.
 QE0861
 QE0861;                    North         East    Units  Estimated Accuracy
 QE0861;SPC OR S     -   267,330.    1,295,210.      MT  (+/- 180 meters Scaled)
 QE0861
 QE0861                          SUPERSEDED SURVEY CONTROL
 QE0861
 QE0861  NGVD 29 (??/??/92)  133.167  (m)          436.90   (f) ADJ UNCH    1 2
 QE0861
 QE0861.Superseded values are not recommended for survey control.
 QE0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0861.See file dsdata.txt to determine how the superseded data were derived.
 QE0861
 QE0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP955768(NAD 83)
 QE0861_MARKER: DB = BENCH MARK DISK
 QE0861_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QE0861_SP_SET: BRIDGE
 QE0861_STAMPING: E 309 1942
 QE0861_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE0861
 QE0861  HISTORY     - Date     Condition        Report By
 QE0861  HISTORY     - 1942     MONUMENTED       CGS
 QE0861  HISTORY     - 1943     GOOD             NGS
 QE0861  HISTORY     - 1987     MARK NOT FOUND   NGS
 QE0861
 QE0861                          STATION DESCRIPTION
 QE0861
 QE0861'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QE0861'2.0 MI E FROM EUGENE.
 QE0861'ABOUT 2.0 MILES EAST ALONG THE SOUTHERN PACIFIC RAILWAY FROM THE
 QE0861'STATION AT EUGENE, LANE COUNTY, SET IN THE TOP OF THE CENTER OF A
 QE0861'CONCRETE HEADWALL OF A BRIDGE OVER A CANAL, AT SIGNAL D-6453, 12.0
 QE0861'FEET NORTH OF THE NORTH RAIL.
 QE0861
 QE0861                          STATION RECOVERY (1987)
 QE0861
 QE0861'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE0861'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC0502 ***********************************************************************
 SC0502  DESIGNATION -  E 31
 SC0502  PID         -  SC0502
 SC0502  STATE/COUNTY-  OR/CLATSOP
 SC0502  USGS QUAD   -  ASTORIA (1984)
 SC0502
 SC0502                         *CURRENT SURVEY CONTROL
 SC0502  ___________________________________________________________________
 SC0502* NAD 83(1986)-  46 11 15.     (N)    123 51 25.     (W)     SCALED    
 SC0502* NAVD 88     -         5.085  (meters)      16.68   (feet)  POSTED    
 SC0502  ___________________________________________________________________
 SC0502  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 SC0502  DYNAMIC HT  -           5.090 (meters)      16.70  (feet)  COMP
 SC0502  MODELED GRAV-     980,714.9   (mgal)                       NAVD 88
 SC0502
 SC0502  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 SC0502
 SC0502.The horizontal coordinates were scaled from a topographic map and have
 SC0502.an estimated accuracy of +/- 6 seconds.
 SC0502
 SC0502.The orthometric height was determined by differential leveling
 SC0502.and adjusted by the  in 1992.
 SC0502.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 SC0502.was located on a no-check spur therefore a value was not computed.
 SC0502.No vertical observational check was made to the station.
 SC0502.WARNING-Repeat measurements at this control monument indicate possible
 SC0502.vertical movement.
 SC0502
 SC0502.The geoid height was determined by GEOID03.
 SC0502
 SC0502.The dynamic height is computed by dividing the NAVD 88
 SC0502.geopotential number by the normal gravity value computed on the
 SC0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0502.degrees latitude (g = 980.6199 gals.).
 SC0502
 SC0502.The modeled gravity was interpolated from observed gravity values.
 SC0502
 SC0502;                    North         East    Units  Estimated Accuracy
 SC0502;SPC OR N     -   285,520.    2,240,900.      MT  (+/- 180 meters Scaled)
 SC0502
 SC0502                          SUPERSEDED SURVEY CONTROL
 SC0502
 SC0502  NGVD 29 (??/??/92)    4.058  (m)           13.31   (f) ADJ UNCH    1 2
 SC0502
 SC0502.Superseded values are not recommended for survey control.
 SC0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0502.See file dsdata.txt to determine how the superseded data were derived.
 SC0502
 SC0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS338152(NAD 83)
 SC0502_MARKER: DJ = TIDAL STATION DISK
 SC0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SC0502_STAMPING: E 31 1920
 SC0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0502+STABILITY: SURFACE MOTION
 SC0502
 SC0502  HISTORY     - Date     Condition        Report By
 SC0502  HISTORY     - 1920     MONUMENTED       CGS
 SC0502  HISTORY     - 1951     GOOD             NGS
 SC0502  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 SC0502  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 SC0502
 SC0502                          STATION DESCRIPTION
 SC0502
 SC0502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 SC0502'IN ASTORIA.
 SC0502'BENCH MARK E 31 (1920) IS A U.S.C. AND G.S. TIDAL DISK, STAMPED E 31
 SC0502'1920 SET IN TOP OF CONCRETE POST ABOUT 200 FT. FRONT OF PORT OF
 SC0502'ASTORIA OFFICE BUILDING IN AUG. 1946 REPORTED UNDER U. S. NAVY CONTROL
 SC0502'BUT AT THE PRESENT TIME IS NOT, ON SW PART OF LAWN, 1 FOOT NE OF CURB,
 SC0502'AND 33 FEET SW OF FLAGPOLE.
 SC0502
 SC0502                          STATION RECOVERY (1984)
 SC0502
 SC0502'RECOVERY NOTE BY US POWER SQUADRON 1984
 SC0502'MARK NOT FOUND.
 SC0502
 SC0502                          STATION RECOVERY (1989)
 SC0502
 SC0502'RECOVERY NOTE BY US POWER SQUADRON 1989 (RCC)
 SC0502'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0378 ***********************************************************************
 PA0378  DESIGNATION -  E 314
 PA0378  PID         -  PA0378
 PA0378  STATE/COUNTY-  OR/HARNEY
 PA0378  USGS QUAD   -  BURNS (1960)
 PA0378
 PA0378                         *CURRENT SURVEY CONTROL
 PA0378  ___________________________________________________________________
 PA0378* NAD 83(1986)-  43 32 31.     (N)    119 01 11.     (W)     SCALED    
 PA0378* NAVD 88     -      1261.559  (meters)    4138.96   (feet)  ADJUSTED  
 PA0378  ___________________________________________________________________
 PA0378  GEOID HEIGHT-         -19.16  (meters)                     GEOID03
 PA0378  DYNAMIC HT  -        1260.944 (meters)    4136.95  (feet)  COMP
 PA0378  MODELED GRAV-     980,089.0   (mgal)                       NAVD 88
 PA0378
 PA0378  VERT ORDER  -  SECOND    CLASS 0
 PA0378
 PA0378.The horizontal coordinates were scaled from a topographic map and have
 PA0378.an estimated accuracy of +/- 6 seconds.
 PA0378
 PA0378.The orthometric height was determined by differential leveling
 PA0378.and adjusted in June 1991.
 PA0378
 PA0378.The geoid height was determined by GEOID03.
 PA0378
 PA0378.The dynamic height is computed by dividing the NAVD 88
 PA0378.geopotential number by the normal gravity value computed on the
 PA0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0378.degrees latitude (g = 980.6199 gals.).
 PA0378
 PA0378.The modeled gravity was interpolated from observed gravity values.
 PA0378
 PA0378;                    North         East    Units  Estimated Accuracy
 PA0378;SPC OR S     -   209,370.    1,619,620.      MT  (+/- 180 meters Scaled)
 PA0378
 PA0378                          SUPERSEDED SURVEY CONTROL
 PA0378
 PA0378  NGVD 29 (??/??/92) 1260.364  (m)         4135.04   (f) ADJ UNCH    2 0
 PA0378
 PA0378.Superseded values are not recommended for survey control.
 PA0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0378.See file dsdata.txt to determine how the superseded data were derived.
 PA0378
 PA0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ368229(NAD 83)
 PA0378_MARKER: DB = BENCH MARK DISK
 PA0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0378_SP_SET: CONCRETE POST
 PA0378_STAMPING: 4135 E 314 1934
 PA0378_MARK LOGO: ORGS  
 PA0378_MAGNETIC: N = NO MAGNETIC MATERIAL
 PA0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0378+STABILITY: SURFACE MOTION
 PA0378_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PA0378+SATELLITE: SATELLITE OBSERVATIONS - November 07, 1991
 PA0378
 PA0378  HISTORY     - Date     Condition        Report By
 PA0378  HISTORY     - 1934     MONUMENTED       CGS
 PA0378  HISTORY     - 19911107 GOOD             NGS
 PA0378
 PA0378                          STATION DESCRIPTION
 PA0378
 PA0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PA0378'4.5 MI SE FROM BURNS.
 PA0378'ABOUT 4.5 MILES SOUTHEAST ALONG THE FRENCHGLEN HIGHWAY FROM BURNS,
 PA0378'HARNEY COUNTY, 25 FEET SOUTH OF LANE COMING INTO HIGHWAY FROM EAST, 30
 PA0378'FEET EAST OF HIGHWAY, 2 FEET EAST OF EAST EDGE OF BORROW PIT.  A
 PA0378'STANDARD DISK, STAMPED 4135 E 314 1934.  (4135.209 FEET).
 PA0378
 PA0378                          STATION RECOVERY (1991)
 PA0378
 PA0378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 (LLR)
 PA0378'THE MARK IS LOCATED 3.0 MI (4.8 KM) SOUTH ALONG HIGHWAY 205 FROM ITS
 PA0378'INTERSECTION WITH HIGHWAY 78, AND IS ABOUT 40 METERS SSE OF MILEPOST
 PA0378'3.  IT IS 13.0 M (42.7 FT) SOUTH OF THE CENTERLINE OF A LANE, 11.5 M
 PA0378'(37.7 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 6.0 M (19.7 FT) SOUTH
 PA0378'OF A FENCE CORNER, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST AND 0.25 M
 PA0378'(0.82 FT) EAST OF A FENCE. DESCRIBED BY L.L. RIGGERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0168 ***********************************************************************
 PA0168  DESIGNATION -  E 315
 PA0168  PID         -  PA0168
 PA0168  STATE/COUNTY-  OR/HARNEY
 PA0168  USGS QUAD   -  JACKASS BUTTE (1967)
 PA0168
 PA0168                         *CURRENT SURVEY CONTROL
 PA0168  ___________________________________________________________________
 PA0168* NAD 83(1986)-  43 06 21.     (N)    118 54 09.     (W)     SCALED    
 PA0168* NAVD 88     -      1263.672  (meters)    4145.90   (feet)  ADJUSTED  
 PA0168  ___________________________________________________________________
 PA0168  GEOID HEIGHT-         -19.24  (meters)                     GEOID03
 PA0168  DYNAMIC HT  -        1262.998 (meters)    4143.69  (feet)  COMP
 PA0168  MODELED GRAV-     980,043.3   (mgal)                       NAVD 88
 PA0168
 PA0168  VERT ORDER  -  SECOND    CLASS 0
 PA0168
 PA0168.The horizontal coordinates were scaled from a topographic map and have
 PA0168.an estimated accuracy of +/- 6 seconds.
 PA0168
 PA0168.The orthometric height was determined by differential leveling
 PA0168.and adjusted in June 1991.
 PA0168
 PA0168.The geoid height was determined by GEOID03.
 PA0168
 PA0168.The dynamic height is computed by dividing the NAVD 88
 PA0168.geopotential number by the normal gravity value computed on the
 PA0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0168.degrees latitude (g = 980.6199 gals.).
 PA0168
 PA0168.The modeled gravity was interpolated from observed gravity values.
 PA0168
 PA0168;                    North         East    Units  Estimated Accuracy
 PA0168;SPC OR S     -   161,110.    1,630,020.      MT  (+/- 180 meters Scaled)
 PA0168
 PA0168                          SUPERSEDED SURVEY CONTROL
 PA0168
 PA0168  NGVD 29 (??/??/92) 1262.496  (m)         4142.04   (f) ADJ UNCH    2 0
 PA0168
 PA0168.Superseded values are not recommended for survey control.
 PA0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0168.See file dsdata.txt to determine how the superseded data were derived.
 PA0168
 PA0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH451743(NAD 83)
 PA0168_MARKER: DB = BENCH MARK DISK
 PA0168_SETTING: 66 = SET IN ROCK OUTCROP
 PA0168_SP_SET: ROCK
 PA0168_STAMPING: 4142 E 315 1934
 PA0168_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PA0168+STABILITY: POSITION/ELEVATION WELL
 PA0168
 PA0168  HISTORY     - Date     Condition        Report By
 PA0168  HISTORY     - 1934     MONUMENTED       CGS
 PA0168  HISTORY     - 1970     GOOD             USGS
 PA0168
 PA0168                          STATION DESCRIPTION
 PA0168
 PA0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PA0168'13.4 MI S FROM NARROWS.
 PA0168'ABOUT 13.4 MILES SOUTH ALONG THE FRENCHGLEN HIGHWAY FROM NARROWS,
 PA0168'HARNEY COUNTY, 225 FEET SOUTHWEST OF A CLUMP OF WILLOWS, ON BUENA
 PA0168'VISTA CANAL, 63 FEET SOUTHWEST OF CENTER LINE OF ROAD, 34 FEET
 PA0168'SOUTHWEST OF A LINE FENCE, AT THE NORTHEAST BASE OF A RIMMED LONG
 PA0168'HILL, IN A LARGE ROCK 3 FEET IN HEIGHT.  A STANDARD DISK, STAMPED 4142
 PA0168'E 315 1934.
 PA0168
 PA0168                          STATION RECOVERY (1970)
 PA0168
 PA0168'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 PA0168'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0298 ***********************************************************************
 NY0298  DESIGNATION -  E 317
 NY0298  PID         -  NY0298
 NY0298  STATE/COUNTY-  OR/KLAMATH
 NY0298  USGS QUAD   -  BLY (1988)
 NY0298
 NY0298                         *CURRENT SURVEY CONTROL
 NY0298  ___________________________________________________________________
 NY0298* NAD 83(1986)-  42 25 25.     (N)    121 05 20.     (W)     SCALED    
 NY0298* NAVD 88     -      1332.120  (meters)    4370.46   (feet)  ADJUSTED  
 NY0298  ___________________________________________________________________
 NY0298  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 NY0298  DYNAMIC HT  -        1331.295 (meters)    4367.76  (feet)  COMP
 NY0298  MODELED GRAV-     979,956.0   (mgal)                       NAVD 88
 NY0298
 NY0298  VERT ORDER  -  FIRST     CLASS II
 NY0298
 NY0298.The horizontal coordinates were scaled from a topographic map and have
 NY0298.an estimated accuracy of +/- 6 seconds.
 NY0298
 NY0298.The orthometric height was determined by differential leveling
 NY0298.and adjusted in June 1991.
 NY0298
 NY0298.The geoid height was determined by GEOID03.
 NY0298
 NY0298.The dynamic height is computed by dividing the NAVD 88
 NY0298.geopotential number by the normal gravity value computed on the
 NY0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0298.degrees latitude (g = 980.6199 gals.).
 NY0298
 NY0298.The modeled gravity was interpolated from observed gravity values.
 NY0298
 NY0298;                    North         East    Units  Estimated Accuracy
 NY0298;SPC OR S     -    84,260.    1,451,540.      MT  (+/- 180 meters Scaled)
 NY0298
 NY0298                          SUPERSEDED SURVEY CONTROL
 NY0298
 NY0298  NGVD 29 (??/??/92) 1330.968  (m)         4366.68   (f) ADJ UNCH    1 2
 NY0298
 NY0298.Superseded values are not recommended for survey control.
 NY0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0298.See file dsdata.txt to determine how the superseded data were derived.
 NY0298
 NY0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM572985(NAD 83)
 NY0298_MARKER: DD = SURVEY DISK
 NY0298_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NY0298_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NY0298_STAMPING: E 317 1941
 NY0298_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NY0298
 NY0298  HISTORY     - Date     Condition        Report By
 NY0298  HISTORY     - 1941     MONUMENTED       ORDT
 NY0298  HISTORY     - 1967     GOOD             NGS
 NY0298
 NY0298                          STATION DESCRIPTION
 NY0298
 NY0298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 NY0298'3.0 MI NW FROM BLY.
 NY0298'3.0 MILES WEST ALONG STATE HIGHWAY 140 FROM THE POST OFFICE AT BLY,
 NY0298'300 FEET WEST OF A CATTLE GUARD AT A DRIVEWAY NORTH, 200 FEET EAST OF
 NY0298'A POWER POLE WITH A TRANSFORMER, 40 FEET NORTH OF THE CENTER LINE OF
 NY0298'THE HIGHWAY, 2 FEET SOUTH OF THE RIGHT-OF-WAY FENCE LINE AND 0.5 FOOT
 NY0298'WEST OF A METAL WITNESS POST SET IN CONCRETE IN A 3-INCH IRON PIPE
 NY0298'THAT PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0319 ***********************************************************************
 RB0319  DESIGNATION -  E 32
 RB0319  PID         -  RB0319
 RB0319  STATE/COUNTY-  OR/UMATILLA
 RB0319  USGS QUAD   -  PILOT ROCK (1967)
 RB0319
 RB0319                         *CURRENT SURVEY CONTROL
 RB0319  ___________________________________________________________________
 RB0319* NAD 83(1986)-  45 29 37.     (N)    118 49 17.     (W)     SCALED    
 RB0319* NAVD 88     -       493.094  (meters)    1617.76   (feet)  ADJUSTED  
 RB0319  ___________________________________________________________________
 RB0319  GEOID HEIGHT-         -20.13  (meters)                     GEOID03
 RB0319  DYNAMIC HT  -         493.019 (meters)    1617.51  (feet)  COMP
 RB0319  MODELED GRAV-     980,449.7   (mgal)                       NAVD 88
 RB0319
 RB0319  VERT ORDER  -  FIRST     CLASS II
 RB0319
 RB0319.The horizontal coordinates were scaled from a topographic map and have
 RB0319.an estimated accuracy of +/- 6 seconds.
 RB0319
 RB0319.The orthometric height was determined by differential leveling
 RB0319.and adjusted in June 1991.
 RB0319
 RB0319.The geoid height was determined by GEOID03.
 RB0319
 RB0319.The dynamic height is computed by dividing the NAVD 88
 RB0319.geopotential number by the normal gravity value computed on the
 RB0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0319.degrees latitude (g = 980.6199 gals.).
 RB0319
 RB0319.The modeled gravity was interpolated from observed gravity values.
 RB0319
 RB0319;                    North         East    Units  Estimated Accuracy
 RB0319;SPC OR N     -   204,380.    2,631,190.      MT  (+/- 180 meters Scaled)
 RB0319
 RB0319                          SUPERSEDED SURVEY CONTROL
 RB0319
 RB0319  NGVD 29 (??/??/92)  492.063  (m)         1614.38   (f) ADJ UNCH    1 2
 RB0319
 RB0319.Superseded values are not recommended for survey control.
 RB0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0319.See file dsdata.txt to determine how the superseded data were derived.
 RB0319
 RB0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL576394(NAD 83)
 RB0319_MARKER: DB = BENCH MARK DISK
 RB0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0319_STAMPING: 1614.547 E 32 1930
 RB0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0319+STABILITY: SURFACE MOTION
 RB0319
 RB0319  HISTORY     - Date     Condition        Report By
 RB0319  HISTORY     - 1930     MONUMENTED       CGS
 RB0319  HISTORY     - 1968     MARK NOT FOUND   NGS
 RB0319
 RB0319                          STATION DESCRIPTION
 RB0319
 RB0319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RB0319'0.9 MI N FROM PILOT ROCK.
 RB0319'ABOUT 0.9 MILE NORTH ALONG U.S. HIGHWAY 395 (FORMERLY THE
 RB0319'OREGON-WASHINGTON HIGHWAY) FROM PILOT ROCK, UMATILLA COUNTY, ABOUT 700
 RB0319'FEET NORTH OF THE JUNCTION OF A ROAD LEADING WEST TO A GROUP OF FARM
 RB0319'BUILDINGS, IN A SMALL DRAW, 96 FEET NORTH OF THE PROLONGATION OF A
 RB0319'FENCE ON THE EAST SIDE OF THE HIGHWAY, 50 FEET NORTH OF A
 RB0319'POWER-TRANSMISSION LINE POLE, AND 27 FEET WEST OF THE CENTER LINE OF
 RB0319'THE HIGHWAY.  A STANDARD DISK, STAMPED 1614.547 E 32 1930 AND SET IN
 RB0319'THE TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.  NOTE--
 RB0319'THE HIGHWAY WAS IMPROVED AT THIS MILEAGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0063 ***********************************************************************
 PA0063  DESIGNATION -  E 326
 PA0063  PID         -  PA0063
 PA0063  STATE/COUNTY-  OR/MALHEUR
 PA0063  USGS QUAD   -  PETES MOUNTAIN (1990)
 PA0063
 PA0063                         *CURRENT SURVEY CONTROL
 PA0063  ___________________________________________________________________
 PA0063* NAD 83(1986)-  43 45 57.     (N)    118 12 41.     (W)     SCALED    
 PA0063* NAVD 88     -      1130.211  (meters)    3708.03   (feet)  ADJUSTED  
 PA0063  ___________________________________________________________________
 PA0063  GEOID HEIGHT-         -18.29  (meters)                     GEOID03
 PA0063  DYNAMIC HT  -        1129.709 (meters)    3706.39  (feet)  COMP
 PA0063  MODELED GRAV-     980,136.6   (mgal)                       NAVD 88
 PA0063
 PA0063  VERT ORDER  -  FIRST     CLASS II
 PA0063
 PA0063.The horizontal coordinates were scaled from a topographic map and have
 PA0063.an estimated accuracy of +/- 6 seconds.
 PA0063
 PA0063.The orthometric height was determined by differential leveling
 PA0063.and adjusted in June 1991.
 PA0063
 PA0063.The geoid height was determined by GEOID03.
 PA0063
 PA0063.The dynamic height is computed by dividing the NAVD 88
 PA0063.geopotential number by the normal gravity value computed on the
 PA0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0063.degrees latitude (g = 980.6199 gals.).
 PA0063
 PA0063.The modeled gravity was interpolated from observed gravity values.
 PA0063
 PA0063;                    North         East    Units  Estimated Accuracy
 PA0063;SPC OR S     -   235,700.    1,684,250.      MT  (+/- 180 meters Scaled)
 PA0063
 PA0063                          SUPERSEDED SURVEY CONTROL
 PA0063
 PA0063  NGVD 29 (??/??/92) 1129.080  (m)         3704.32   (f) ADJ UNCH    1 2
 PA0063
 PA0063.Superseded values are not recommended for survey control.
 PA0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0063.See file dsdata.txt to determine how the superseded data were derived.
 PA0063
 PA0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ024465(NAD 83)
 PA0063_MARKER: DD = SURVEY DISK
 PA0063_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PA0063_SP_SET: CULVERT
 PA0063_STAMPING: E 326 1934
 PA0063_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PA0063
 PA0063  HISTORY     - Date     Condition        Report By
 PA0063  HISTORY     - 1934     MONUMENTED       ORDT
 PA0063  HISTORY     - 1943     GOOD             NGS
 PA0063  HISTORY     - 1966     MARK NOT FOUND   NGS
 PA0063
 PA0063                          STATION DESCRIPTION
 PA0063
 PA0063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PA0063'8.2 MI W FROM JUNTURA.
 PA0063'ABOUT 8.2 MILES WEST ALONG U.S. HIGHWAY 20 FROM THE STATION AT
 PA0063'JUNTURA, MALHEUR COUNTY, NEAR THE MIDDLE OF A LONG CURVE, AT HIGHWAY
 PA0063'MILAGE 181.7, SET IN THE TOP OF THE SOUTHWEST CORNER OF A 5 X 5 FOOT
 PA0063'CONCRETE BOX CULVERT, 10 FEET BELOW THE LEVEL OF THE HIGHWAY.
 PA0063
 PA0063                          STATION RECOVERY (1966)
 PA0063
 PA0063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 PA0063'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0937 ***********************************************************************
 RB0937  DESIGNATION -  E 327
 RB0937  PID         -  RB0937
 RB0937  STATE/COUNTY-  OR/MORROW
 RB0937  USGS QUAD   -  STRAWBERRY CANYON SW (1968)
 RB0937
 RB0937                         *CURRENT SURVEY CONTROL
 RB0937  ___________________________________________________________________
 RB0937* NAD 83(1986)-  45 32 02.     (N)    119 38 11.     (W)     SCALED    
 RB0937* NAVD 88     -       379.365  (meters)    1244.63   (feet)  ADJUSTED  
 RB0937  ___________________________________________________________________
 RB0937  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 RB0937  DYNAMIC HT  -         379.326 (meters)    1244.51  (feet)  COMP
 RB0937  MODELED GRAV-     980,503.1   (mgal)                       NAVD 88
 RB0937
 RB0937  VERT ORDER  -  SECOND    CLASS 0
 RB0937
 RB0937.The horizontal coordinates were scaled from a topographic map and have
 RB0937.an estimated accuracy of +/- 6 seconds.
 RB0937
 RB0937.The orthometric height was determined by differential leveling
 RB0937.and adjusted in June 1991.
 RB0937
 RB0937.The geoid height was determined by GEOID03.
 RB0937
 RB0937.The dynamic height is computed by dividing the NAVD 88
 RB0937.geopotential number by the normal gravity value computed on the
 RB0937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0937.degrees latitude (g = 980.6199 gals.).
 RB0937
 RB0937.The modeled gravity was interpolated from observed gravity values.
 RB0937
 RB0937;                    North         East    Units  Estimated Accuracy
 RB0937;SPC OR N     -   207,850.    2,567,450.      MT  (+/- 180 meters Scaled)
 RB0937
 RB0937                          SUPERSEDED SURVEY CONTROL
 RB0937
 RB0937  NGVD 29 (??/??/92)  378.326  (m)         1241.22   (f) ADJ UNCH    2 0
 RB0937
 RB0937.Superseded values are not recommended for survey control.
 RB0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0937.See file dsdata.txt to determine how the superseded data were derived.
 RB0937
 RB0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKL941456(NAD 83)
 RB0937_MARKER: DD = SURVEY DISK
 RB0937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0937_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0937_STAMPING: E 327 1947
 RB0937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0937+STABILITY: SURFACE MOTION
 RB0937
 RB0937  HISTORY     - Date     Condition        Report By
 RB0937  HISTORY     - 1947     MONUMENTED       ORDT
 RB0937  HISTORY     - 1959     GOOD             NGS
 RB0937
 RB0937                          STATION DESCRIPTION
 RB0937
 RB0937'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RB0937'7.6 MI NE FROM LEXINGTON.
 RB0937'7.6 MILES NORTHEAST ALONG STATE HIGHWAY 207 FROM THE PUBLIC SCHOOL AT
 RB0937'LEXINGTON, 22 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 201 FEET
 RB0937'SOUTH AND ACROSS THE HIGHWAY FROM THE WEST END OF A 18-INCH PIPE
 RB0937'CULVERT, 10 FEET WEST OF A FENCE, 1.2 FEET EAST OF A WITNESS POST, 1.3
 RB0937'FEET WEST OF A WOODEN WITNESS POST, ABOUT 2 1/2 FEET HIGHER THAN THE
 RB0937'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0316 ***********************************************************************
 RB0316  DESIGNATION -  E 33
 RB0316  PID         -  RB0316
 RB0316  STATE/COUNTY-  OR/UMATILLA
 RB0316  USGS QUAD   -  BRIDGE CREEK (1995)
 RB0316
 RB0316                         *CURRENT SURVEY CONTROL
 RB0316  ___________________________________________________________________
 RB0316* NAD 83(1986)-  45 01 09.     (N)    118 55 43.     (W)     SCALED    
 RB0316* NAVD 88     -      1208.819  (meters)    3965.93   (feet)  ADJUSTED  
 RB0316  ___________________________________________________________________
 RB0316  GEOID HEIGHT-         -18.23  (meters)                     GEOID03
 RB0316  DYNAMIC HT  -        1208.485 (meters)    3964.84  (feet)  COMP
 RB0316  MODELED GRAV-     980,297.7   (mgal)                       NAVD 88
 RB0316
 RB0316  VERT ORDER  -  FIRST     CLASS II
 RB0316
 RB0316.The horizontal coordinates were scaled from a topographic map and have
 RB0316.an estimated accuracy of +/- 6 seconds.
 RB0316
 RB0316.The orthometric height was determined by differential leveling
 RB0316.and adjusted in June 1991.
 RB0316
 RB0316.The geoid height was determined by GEOID03.
 RB0316
 RB0316.The dynamic height is computed by dividing the NAVD 88
 RB0316.geopotential number by the normal gravity value computed on the
 RB0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0316.degrees latitude (g = 980.6199 gals.).
 RB0316
 RB0316.The modeled gravity was interpolated from observed gravity values.
 RB0316
 RB0316;                    North         East    Units  Estimated Accuracy
 RB0316;SPC OR N     -   151,500.    2,623,840.      MT  (+/- 180 meters Scaled)
 RB0316
 RB0316                          SUPERSEDED SURVEY CONTROL
 RB0316
 RB0316  NGVD 29 (??/??/92) 1207.681  (m)         3962.20   (f) ADJ UNCH    1 2
 RB0316
 RB0316.Superseded values are not recommended for survey control.
 RB0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0316.See file dsdata.txt to determine how the superseded data were derived.
 RB0316
 RB0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK480868(NAD 83)
 RB0316_MARKER: DB = BENCH MARK DISK
 RB0316_SETTING: 66 = SET IN ROCK OUTCROP
 RB0316_SP_SET: BEDROCK
 RB0316_STAMPING: E 33 1930 3962.417
 RB0316_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RB0316+STABILITY: POSITION/ELEVATION WELL
 RB0316
 RB0316  HISTORY     - Date     Condition        Report By
 RB0316  HISTORY     - 1930     MONUMENTED       CGS
 RB0316  HISTORY     - 1968     GOOD             NGS
 RB0316
 RB0316                          STATION DESCRIPTION
 RB0316
 RB0316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RB0316'10.0 MI S FROM UKIAH.
 RB0316'10.0 MILES SOUTH ALONG THE OLD UKIAH-DALE ROAD FROM THE UKIAH POST
 RB0316'OFFICE, AT A POINT WHERE THE ROAD LEAVES THE FLAT AND ENTERS A CANYON
 RB0316'LEADING TO THE NORTH FORK OF JOHN DAY RIVER, 100 FEET SOUTH OF A SALT
 RB0316'LICK, 28 FEET SOUTH OF AN OLD FENCE LINE, 14 FEET EAST OF THE CENTER
 RB0316'OF THE ROAD AND 3 FEET ABOVE THE ROAD CEMENTED IN A DRILL HOLE IN A 3
 RB0316'BY 4 FOOT BEDROCK THAT PROJECTS 18 INCHES.  THE LETTERS B M WERE
 RB0316'PAINTED ON THE BEDROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0359 ***********************************************************************
 QD0359  DESIGNATION -  E 336
 QD0359  PID         -  QD0359
 QD0359  STATE/COUNTY-  OR/JEFFERSON
 QD0359  USGS QUAD   -  GRAY BUTTE (1992)
 QD0359
 QD0359                         *CURRENT SURVEY CONTROL
 QD0359  ___________________________________________________________________
 QD0359* NAD 83(1986)-  44 28 10.     (N)    121 02 23.     (W)     SCALED    
 QD0359* NAVD 88     -       952.465  (meters)    3124.88   (feet)  ADJUSTED  
 QD0359  ___________________________________________________________________
 QD0359  GEOID HEIGHT-         -20.73  (meters)                     GEOID03
 QD0359  DYNAMIC HT  -         952.182 (meters)    3123.95  (feet)  COMP
 QD0359  MODELED GRAV-     980,289.0   (mgal)                       NAVD 88
 QD0359
 QD0359  VERT ORDER  -  SECOND    CLASS 0
 QD0359
 QD0359.The horizontal coordinates were scaled from a topographic map and have
 QD0359.an estimated accuracy of +/- 6 seconds.
 QD0359
 QD0359.The orthometric height was determined by differential leveling
 QD0359.and adjusted in June 1991.
 QD0359
 QD0359.The geoid height was determined by GEOID03.
 QD0359
 QD0359.The dynamic height is computed by dividing the NAVD 88
 QD0359.geopotential number by the normal gravity value computed on the
 QD0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0359.degrees latitude (g = 980.6199 gals.).
 QD0359
 QD0359.The modeled gravity was interpolated from observed gravity values.
 QD0359
 QD0359;                    North         East    Units  Estimated Accuracy
 QD0359;SPC OR N     -    89,350.    2,457,060.      MT  (+/- 180 meters Scaled)
 QD0359
 QD0359                          SUPERSEDED SURVEY CONTROL
 QD0359
 QD0359  NGVD 29 (??/??/92)  951.363  (m)         3121.26   (f) ADJ UNCH    2 0
 QD0359
 QD0359.Superseded values are not recommended for survey control.
 QD0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0359.See file dsdata.txt to determine how the superseded data were derived.
 QD0359
 QD0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ559258(NAD 83)
 QD0359_MARKER: DB = BENCH MARK DISK
 QD0359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD0359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QD0359_STAMPING: E 336
 QD0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0359+STABILITY: SURFACE MOTION
 QD0359
 QD0359  HISTORY     - Date     Condition        Report By
 QD0359  HISTORY     - UNK      MONUMENTED       CGS
 QD0359  HISTORY     - 1942     GOOD             NGS
 QD0359
 QD0359                          STATION DESCRIPTION
 QD0359
 QD0359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 QD0359'14.0 MI SE FROM METOLIUS.
 QD0359'ALONG OREGON STATE HIGHWAY NO. 27 FROM THE RAILROAD STATION, 225 FEET
 QD0359'WEST OF THE CENTERLINE OF THE HIGHWAY, 128 FEET WEST OF A FENCE LINE,
 QD0359'A WITNESS POST HAS BEEN SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0351 ***********************************************************************
 QC0351  DESIGNATION -  E 34
 QC0351  PID         -  QC0351
 QC0351  STATE/COUNTY-  OR/GRANT
 QC0351  USGS QUAD   -  MOUNT VERNON (1983)
 QC0351
 QC0351                         *CURRENT SURVEY CONTROL
 QC0351  ___________________________________________________________________
 QC0351* NAD 83(1986)-  44 24 45.     (N)    119 03 16.     (W)     SCALED    
 QC0351* NAVD 88     -       894.827  (meters)    2935.78   (feet)  ADJUSTED  
 QC0351  ___________________________________________________________________
 QC0351  GEOID HEIGHT-         -18.31  (meters)                     GEOID03
 QC0351  DYNAMIC HT  -         894.517 (meters)    2934.76  (feet)  COMP
 QC0351  MODELED GRAV-     980,241.9   (mgal)                       NAVD 88
 QC0351
 QC0351  VERT ORDER  -  FIRST     CLASS II
 QC0351
 QC0351.The horizontal coordinates were scaled from a topographic map and have
 QC0351.an estimated accuracy of +/- 6 seconds.
 QC0351
 QC0351.The orthometric height was determined by differential leveling
 QC0351.and adjusted in June 1991.
 QC0351
 QC0351.The geoid height was determined by GEOID03.
 QC0351
 QC0351.The dynamic height is computed by dividing the NAVD 88
 QC0351.geopotential number by the normal gravity value computed on the
 QC0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0351.degrees latitude (g = 980.6199 gals.).
 QC0351
 QC0351.The modeled gravity was interpolated from observed gravity values.
 QC0351
 QC0351;                    North         East    Units  Estimated Accuracy
 QC0351;SPC OR N     -    83,910.    2,615,130.      MT  (+/- 180 meters Scaled)
 QC0351
 QC0351                          SUPERSEDED SURVEY CONTROL
 QC0351
 QC0351  NGVD 29 (??/??/92)  893.668  (m)         2931.98   (f) ADJ UNCH    1 2
 QC0351
 QC0351.Superseded values are not recommended for survey control.
 QC0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0351.See file dsdata.txt to determine how the superseded data were derived.
 QC0351
 QC0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK364197(NAD 83)
 QC0351_MARKER: DB = BENCH MARK DISK
 QC0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0351_SP_SET: SQUARE CONCRETE MONUMENT
 QC0351_STAMPING: E 34 1930 2932.264
 QC0351_MARK LOGO: CGS   
 QC0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0351+STABILITY: SURFACE MOTION
 QC0351_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QC0351+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2007
 QC0351
 QC0351  HISTORY     - Date     Condition        Report By
 QC0351  HISTORY     - 1930     MONUMENTED       CGS
 QC0351  HISTORY     - 1963     GOOD             NGS
 QC0351  HISTORY     - 1987     GOOD             USPSQD
 QC0351  HISTORY     - 19871007 GOOD             NGS
 QC0351  HISTORY     - 20070612 GOOD             ORBITE
 QC0351
 QC0351                          STATION DESCRIPTION
 QC0351
 QC0351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 QC0351'3.3 MI W FROM JOHN DAY.
 QC0351'3.3 MILES WEST ALONG U.S. HIGHWAYS 26 AND 395 FROM THEIR JUNCTION AT
 QC0351'JOHN DAY, 59 FEET EAST OF MILE POST NO. 157, 29 FEET SOUTH OF THE
 QC0351'CENTER OF THE HIGHWAY, 11 FEET NORTH OF AN EAST-WEST FENCE LINE AND 1
 QC0351'FOOT EAST OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 3 INCHES.
 QC0351
 QC0351                          STATION RECOVERY (1987)
 QC0351
 QC0351'RECOVERY NOTE BY US POWER SQUADRON 1987 (RCC)
 QC0351'RECOVERED IN GOOD CONDITION.
 QC0351
 QC0351                          STATION RECOVERY (1987)
 QC0351
 QC0351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QC0351'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  4.8 KM
 QC0351'(3.00 MI) EASTERLY ALONG U.S. HIGHWAY 26 FROM THE POST OFFICE IN MOUNT
 QC0351'VERNON, 26.2 M (86.0 FT) EAST OF MILEPOST 157, 9.0 M (29.5 FT) SOUTH
 QC0351'OF THE CENTERLINE OF THE HIGHWAY, 3.3 M (10.8 FT) NORTH OF A FENCE,
 QC0351'0.3 M (1.0 FT) EAST OF A WITNESS POST, 0.3 M (1.0 FT) ABOVE THE LEVEL
 QC0351'OF THE HIGHWAY, AND IN A CONCRETE MONUMENT THAT PROJECTS 0.12 M
 QC0351'(0.4 FT) ABOVE THE GROUND SURFACE.
 QC0351
 QC0351                          STATION RECOVERY (2007)
 QC0351
 QC0351'RECOVERY NOTE BY ORBITECH INC 2007 (SHG)
 QC0351'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0654 ***********************************************************************
 NZ0654  DESIGNATION -  E 343
 NZ0654  PID         -  NZ0654
 NZ0654  STATE/COUNTY-  OR/JOSEPHINE
 NZ0654  USGS QUAD   -  YORK BUTTE (1989)
 NZ0654
 NZ0654                         *CURRENT SURVEY CONTROL
 NZ0654  ___________________________________________________________________
 NZ0654* NAD 83(1986)-  42 24 59.     (N)    123 51 40.     (W)     SCALED    
 NZ0654* NAVD 88     -       618.500  (meters)    2029.20   (feet)  ADJUSTED  
 NZ0654  ___________________________________________________________________
 NZ0654  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 NZ0654  DYNAMIC HT  -         618.253 (meters)    2028.39  (feet)  COMP
 NZ0654  MODELED GRAV-     980,201.1   (mgal)                       NAVD 88
 NZ0654
 NZ0654  VERT ORDER  -  SECOND    CLASS 0
 NZ0654
 NZ0654.The horizontal coordinates were scaled from a topographic map and have
 NZ0654.an estimated accuracy of +/- 6 seconds.
 NZ0654
 NZ0654.The orthometric height was determined by differential leveling
 NZ0654.and adjusted in June 1991.
 NZ0654
 NZ0654.The geoid height was determined by GEOID03.
 NZ0654
 NZ0654.The dynamic height is computed by dividing the NAVD 88
 NZ0654.geopotential number by the normal gravity value computed on the
 NZ0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0654.degrees latitude (g = 980.6199 gals.).
 NZ0654
 NZ0654.The modeled gravity was interpolated from observed gravity values.
 NZ0654
 NZ0654;                    North         East    Units  Estimated Accuracy
 NZ0654;SPC OR S     -    88,830.    1,223,430.      MT  (+/- 180 meters Scaled)
 NZ0654
 NZ0654                          SUPERSEDED SURVEY CONTROL
 NZ0654
 NZ0654  NGVD 29 (??/??/92)  617.503  (m)         2025.92   (f) ADJ UNCH    2 0
 NZ0654
 NZ0654.Superseded values are not recommended for survey control.
 NZ0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0654.See file dsdata.txt to determine how the superseded data were derived.
 NZ0654
 NZ0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM291963(NAD 83)
 NZ0654_MARKER: DB = BENCH MARK DISK
 NZ0654_SETTING: 66 = SET IN ROCK OUTCROP
 NZ0654_SP_SET: ROCK OUTCROP
 NZ0654_STAMPING: E 343 1942
 NZ0654_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NZ0654+STABILITY: POSITION/ELEVATION WELL
 NZ0654
 NZ0654  HISTORY     - Date     Condition        Report By
 NZ0654  HISTORY     - 1942     MONUMENTED       CGS
 NZ0654  HISTORY     - 1953     GOOD             NGS
 NZ0654  HISTORY     - 19860817 GOOD             USGS
 NZ0654
 NZ0654                          STATION DESCRIPTION
 NZ0654
 NZ0654'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NZ0654'23.7 MI SE FROM AGNESS.
 NZ0654'ALONG A ROAD AND THE ILLINOIS RIVER TRAIL, 75 FEET WEST OF A TRAIL
 NZ0654'SIGN, AGNESS 23 MILES.  BRIGGS CREEK 7 MILES, 3 FEET NORTH OF CENTER
 NZ0654'LINE OF TRAIL.
 NZ0654
 NZ0654                          STATION RECOVERY (1953)
 NZ0654
 NZ0654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 NZ0654'RECOVERED IN GOOD CONDITION.
 NZ0654
 NZ0654                          STATION RECOVERY (1986)
 NZ0654
 NZ0654'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (TAM)
 NZ0654'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0031 ***********************************************************************
 OA0031  DESIGNATION -  E 344
 OA0031  PID         -  OA0031
 OA0031  STATE/COUNTY-  OR/CURRY
 OA0031  USGS QUAD   -  AGNESS (1989)
 OA0031
 OA0031                         *CURRENT SURVEY CONTROL
 OA0031  ___________________________________________________________________
 OA0031* NAD 83(1986)-  42 35 18.     (N)    124 03 53.     (W)     SCALED    
 OA0031* NAVD 88     -        71.298  (meters)     233.92   (feet)  ADJUSTED  
 OA0031  ___________________________________________________________________
 OA0031  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 OA0031  DYNAMIC HT  -          71.278 (meters)     233.85  (feet)  COMP
 OA0031  MODELED GRAV-     980,342.5   (mgal)                       NAVD 88
 OA0031
 OA0031  VERT ORDER  -  SECOND    CLASS 0
 OA0031
 OA0031.The horizontal coordinates were scaled from a topographic map and have
 OA0031.an estimated accuracy of +/- 6 seconds.
 OA0031
 OA0031.The orthometric height was determined by differential leveling
 OA0031.and adjusted in June 1991.
 OA0031
 OA0031.The geoid height was determined by GEOID03.
 OA0031
 OA0031.The dynamic height is computed by dividing the NAVD 88
 OA0031.geopotential number by the normal gravity value computed on the
 OA0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0031.degrees latitude (g = 980.6199 gals.).
 OA0031
 OA0031.The modeled gravity was interpolated from observed gravity values.
 OA0031
 OA0031;                    North         East    Units  Estimated Accuracy
 OA0031;SPC OR S     -   108,610.    1,207,500.      MT  (+/- 180 meters Scaled)
 OA0031
 OA0031                          SUPERSEDED SURVEY CONTROL
 OA0031
 OA0031  NGVD 29 (??/??/92)   70.209  (m)          230.34   (f) ADJ UNCH    2 0
 OA0031
 OA0031.Superseded values are not recommended for survey control.
 OA0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0031.See file dsdata.txt to determine how the superseded data were derived.
 OA0031
 OA0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN126156(NAD 83)
 OA0031_MARKER: DB = BENCH MARK DISK
 OA0031_SETTING: 80 = SET IN A BOULDER
 OA0031_SP_SET: BOULDER
 OA0031_STAMPING: E 344 1942
 OA0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0031+STABILITY: SURFACE MOTION
 OA0031
 OA0031  HISTORY     - Date     Condition        Report By
 OA0031  HISTORY     - 1942     MONUMENTED       CGS
 OA0031  HISTORY     - 1964     GOOD             NGS
 OA0031  HISTORY     - 19861202 MARK NOT FOUND   USGS
 OA0031  HISTORY     - 20020619 MARK NOT FOUND   USPSQD
 OA0031
 OA0031                          STATION DESCRIPTION
 OA0031
 OA0031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 OA0031'3.0 MI N FROM AGNESS.
 OA0031'3.0 MILES NORTH OF THE AGNESS POST OFFICE ALONG THE AGNESS-ILLAHE
 OA0031'HIGHWAY, 0.15 MILE NORTH OF THE BRIDGE OVER WATER CREEK, 450 FEET
 OA0031'SOUTH OF THE LOCKED STEEL GATE AT THE MCELWAIN DRIVEWAY, 30 FEET NORTH
 OA0031'OF THE CENTER OF THE ROAD, 7 FEET NORTH OF AN OAK TREE WITH A WITNESS
 OA0031'SIGN NAILED ON IT, 0.5 FOOT SOUTHEAST OF A ROCK CAIRN AND 5 FEET ABOVE
 OA0031'THE LEVEL OF THE ROAD.  A STANDARD DISK CEMENTED IN A DRILL HOLE IN A
 OA0031'3 BY 4 FOOT BOULDER THAT PROJECTS 3 INCHES.
 OA0031
 OA0031                          STATION RECOVERY (1986)
 OA0031
 OA0031'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (TAM)
 OA0031'MARK NOT FOUND.
 OA0031
 OA0031                          STATION RECOVERY (2002)
 OA0031
 OA0031'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 OA0031'NOW A HIGHWAY CUT AT THIS LOCATION
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0127 ***********************************************************************
 OA0127  DESIGNATION -  E 345
 OA0127  PID         -  OA0127
 OA0127  STATE/COUNTY-  OR/CURRY
 OA0127  USGS QUAD   -  ILLAHE (1989)
 OA0127
 OA0127                         *CURRENT SURVEY CONTROL
 OA0127  ___________________________________________________________________
 OA0127* NAD 83(1986)-  42 39 17.     (N)    124 03 40.     (W)     SCALED    
 OA0127* NAVD 88     -       357.555  (meters)    1173.08   (feet)  ADJUSTED  
 OA0127  ___________________________________________________________________
 OA0127  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 OA0127  DYNAMIC HT  -         357.448 (meters)    1172.73  (feet)  COMP
 OA0127  MODELED GRAV-     980,310.3   (mgal)                       NAVD 88
 OA0127
 OA0127  VERT ORDER  -  SECOND    CLASS 0
 OA0127
 OA0127.The horizontal coordinates were scaled from a topographic map and have
 OA0127.an estimated accuracy of +/- 6 seconds.
 OA0127
 OA0127.The orthometric height was determined by differential leveling
 OA0127.and adjusted in June 1991.
 OA0127
 OA0127.The geoid height was determined by GEOID03.
 OA0127
 OA0127.The dynamic height is computed by dividing the NAVD 88
 OA0127.geopotential number by the normal gravity value computed on the
 OA0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0127.degrees latitude (g = 980.6199 gals.).
 OA0127
 OA0127.The modeled gravity was interpolated from observed gravity values.
 OA0127
 OA0127;                    North         East    Units  Estimated Accuracy
 OA0127;SPC OR S     -   115,960.    1,208,110.      MT  (+/- 180 meters Scaled)
 OA0127
 OA0127                          SUPERSEDED SURVEY CONTROL
 OA0127
 OA0127  NGVD 29 (??/??/92)  356.463  (m)         1169.50   (f) ADJ UNCH    2 0
 OA0127
 OA0127.Superseded values are not recommended for survey control.
 OA0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0127.See file dsdata.txt to determine how the superseded data were derived.
 OA0127
 OA0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN130230(NAD 83)
 OA0127_MARKER: DB = BENCH MARK DISK
 OA0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OA0127_STAMPING: E 345 1942
 OA0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0127+STABILITY: SURFACE MOTION
 OA0127
 OA0127  HISTORY     - Date     Condition        Report By
 OA0127  HISTORY     - 1942     MONUMENTED       CGS
 OA0127  HISTORY     - 1964     MARK NOT FOUND   NGS
 OA0127  HISTORY     - 19861124 MARK NOT FOUND   USGS
 OA0127  HISTORY     - 20020619 MARK NOT FOUND   USPSQD
 OA0127
 OA0127                          STATION DESCRIPTION
 OA0127
 OA0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OA0127'3.60 MI N FROM ILLAHE.
 OA0127'FROM ILLAHE POST OFFICE, ALONG THE AGNESS-POWERS HIGHWAY, JUST AROUND
 OA0127'A RIGHT-ANGLE TURN AND A WIDE PLACE IN THE ROAD OPPOSITE THE NORTH TOE
 OA0127'OF THE CUT, 33 FEET EAST OF CENTER LINE OF ROAD.  WITNESS POST SET.
 OA0127
 OA0127                          STATION RECOVERY (1964)
 OA0127
 OA0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 OA0127'MARK NOT FOUND.
 OA0127
 OA0127                          STATION RECOVERY (1986)
 OA0127
 OA0127'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (TAM)
 OA0127'MARK NOT FOUND.
 OA0127
 OA0127                          STATION RECOVERY (2002)
 OA0127
 OA0127'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 OA0127'AREA HAS BEEN GRADED
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0735 ***********************************************************************
 NZ0735  DESIGNATION -  E 348
 NZ0735  PID         -  NZ0735
 NZ0735  STATE/COUNTY-  OR/JOSEPHINE
 NZ0735  USGS QUAD   -  MOUNT REUBEN (1989)
 NZ0735
 NZ0735                         *CURRENT SURVEY CONTROL
 NZ0735  ___________________________________________________________________
 NZ0735* NAD 83(1986)-  42 42 37.     (N)    123 35 54.     (W)     SCALED    
 NZ0735* NAVD 88     -       921.282  (meters)    3022.57   (feet)  ADJUSTED  
 NZ0735  ___________________________________________________________________
 NZ0735  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 NZ0735  DYNAMIC HT  -         920.874 (meters)    3021.23  (feet)  COMP
 NZ0735  MODELED GRAV-     980,145.7   (mgal)                       NAVD 88
 NZ0735
 NZ0735  VERT ORDER  -  SECOND    CLASS 0
 NZ0735
 NZ0735.The horizontal coordinates were scaled from a topographic map and have
 NZ0735.an estimated accuracy of +/- 6 seconds.
 NZ0735
 NZ0735.The orthometric height was determined by differential leveling
 NZ0735.and adjusted in June 1991.
 NZ0735
 NZ0735.The geoid height was determined by GEOID03.
 NZ0735
 NZ0735.The dynamic height is computed by dividing the NAVD 88
 NZ0735.geopotential number by the normal gravity value computed on the
 NZ0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0735.degrees latitude (g = 980.6199 gals.).
 NZ0735
 NZ0735.The modeled gravity was interpolated from observed gravity values.
 NZ0735
 NZ0735;                    North         East    Units  Estimated Accuracy
 NZ0735;SPC OR S     -   120,620.    1,246,250.      MT  (+/- 180 meters Scaled)
 NZ0735
 NZ0735                          SUPERSEDED SURVEY CONTROL
 NZ0735
 NZ0735  NGVD 29 (??/??/92)  920.168  (m)         3018.92   (f) ADJ UNCH    2 0
 NZ0735
 NZ0735.Superseded values are not recommended for survey control.
 NZ0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0735.See file dsdata.txt to determine how the superseded data were derived.
 NZ0735
 NZ0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN510288(NAD 83)
 NZ0735_MARKER: DB = BENCH MARK DISK
 NZ0735_SETTING: 66 = SET IN ROCK OUTCROP
 NZ0735_SP_SET: BEDROCK
 NZ0735_STAMPING: E 348 1942
 NZ0735_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NZ0735+STABILITY: POSITION/ELEVATION WELL
 NZ0735
 NZ0735  HISTORY     - Date     Condition        Report By
 NZ0735  HISTORY     - 1942     MONUMENTED       CGS
 NZ0735  HISTORY     - 1964     MARK NOT FOUND   NGS
 NZ0735
 NZ0735                          STATION DESCRIPTION
 NZ0735
 NZ0735'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NZ0735'15.9 MI NW FROM GALICE.
 NZ0735'ABOUT 15.9 MILES NORTHWEST OF GALICE, ALONG THE ROAD TO MARIAL. ABOUT
 NZ0735'0.3 MILE WEST OF MILEPOST 16, 1 MILE WEST OF SAWMILL GAP, ON A ROCK
 NZ0735'LEDGE ABOUT 12 FEET EAST OF THE ROAD CENTER, AND ABOUT 8 FEET HIGHER
 NZ0735'THAN THE ROAD LEVEL.
 NZ0735
 NZ0735                          STATION RECOVERY (1964)
 NZ0735
 NZ0735'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 NZ0735'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0178 ***********************************************************************
 QC0178  DESIGNATION -  E 35
 QC0178  PID         -  QC0178
 QC0178  STATE/COUNTY-  OR/GRANT
 QC0178  USGS QUAD   -  BATES (1996)
 QC0178
 QC0178                         *CURRENT SURVEY CONTROL
 QC0178  ___________________________________________________________________
 QC0178* NAD 83(1986)-  44 32 09.     (N)    118 33 55.     (W)     SCALED    
 QC0178* NAVD 88     -      1479.328  (meters)    4853.43   (feet)  ADJUSTED  
 QC0178  ___________________________________________________________________
 QC0178  GEOID HEIGHT-         -17.45  (meters)                     GEOID03
 QC0178  DYNAMIC HT  -        1478.701 (meters)    4851.37  (feet)  COMP
 QC0178  MODELED GRAV-     980,141.6   (mgal)                       NAVD 88
 QC0178
 QC0178  VERT ORDER  -  FIRST     CLASS II
 QC0178
 QC0178.The horizontal coordinates were scaled from a topographic map and have
 QC0178.an estimated accuracy of +/- 6 seconds.
 QC0178
 QC0178.The orthometric height was determined by differential leveling
 QC0178.and adjusted in June 1991.
 QC0178
 QC0178.The geoid height was determined by GEOID03.
 QC0178
 QC0178.The dynamic height is computed by dividing the NAVD 88
 QC0178.geopotential number by the normal gravity value computed on the
 QC0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0178.degrees latitude (g = 980.6199 gals.).
 QC0178
 QC0178.The modeled gravity was interpolated from observed gravity values.
 QC0178
 QC0178;                    North         East    Units  Estimated Accuracy
 QC0178;SPC OR N     -    98,430.    2,653,750.      MT  (+/- 180 meters Scaled)
 QC0178
 QC0178                          SUPERSEDED SURVEY CONTROL
 QC0178
 QC0178  NGVD 29 (??/??/92) 1478.088  (m)         4849.36   (f) ADJ UNCH    1 2
 QC0178
 QC0178.Superseded values are not recommended for survey control.
 QC0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0178.See file dsdata.txt to determine how the superseded data were derived.
 QC0178
 QC0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK756325(NAD 83)
 QC0178_MARKER: DB = BENCH MARK DISK
 QC0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QC0178_STAMPING: 4849.728 E 35 1930
 QC0178_MARK LOGO: CGS   
 QC0178_PROJECTION: PROJECTING 30 CENTIMETERS
 QC0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0178+STABILITY: SURFACE MOTION
 QC0178
 QC0178  HISTORY     - Date     Condition        Report By
 QC0178  HISTORY     - 1930     MONUMENTED       CGS
 QC0178  HISTORY     - 1963     GOOD             NGS
 QC0178  HISTORY     - 1985     GOOD             NGS
 QC0178
 QC0178                          STATION DESCRIPTION
 QC0178
 QC0178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 QC0178'11.1 MI NE FROM PRARIE CITY.
 QC0178'11.1 MILES NORTHEAST ALONG U.S. HIGHWAY 26 FROM THE PRARIE CITY POST
 QC0178'OFFICE, 0.2 MILE WEST OF THE NORTH FORK BRIDGE CREEK, 190 FEET WEST OF
 QC0178'MILE POST NO. 186, 32 FEET NORTHWEST OF THE CENTER OF THE HIGHWAY, 26
 QC0178'FEET EAST OF THE NORTH END OF A CONCRETE CULVERT, 1 FOOT SOUTHWEST OF
 QC0178'A METAL WITNESS POST AND ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 QC0178
 QC0178                          STATION RECOVERY (1985)
 QC0178
 QC0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QC0178'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  17.33 KM
 QC0178'(10.77 MI) NORTHEAST ALONG US HIGHWAY 26 FROM THE POST OFFICE AT
 QC0178'PRAIRIE CITY, 0.30 KM (0.19 MI) SOUTHWEST OF THE T JUNCTION OF A
 QC0178'GRAVEL FOREST SERVICE ROAD 2612 LEADING NORTH, 11.0 METERS (36 FT)
 QC0178'NORTHWEST OF THE HIGHWAY CENTERLINE, 53.3 METERS (175 FT) NORTH OF
 QC0178'MILEPOST 186 AND 7.9 METERS (26 FT) NORTHEAST OF THE NORTHWEST END OF
 QC0178'A 18-INCH CONCRETE PIPE CULVERT.
 QC0178'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 QC0178'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0324 ***********************************************************************
 NY0324  DESIGNATION -  E 350
 NY0324  PID         -  NY0324
 NY0324  STATE/COUNTY-  OR/KLAMATH
 NY0324  USGS QUAD   -  SWAN LAKE (1985)
 NY0324
 NY0324                         *CURRENT SURVEY CONTROL
 NY0324  ___________________________________________________________________
 NY0324* NAD 83(1986)-  42 20 15.     (N)    121 30 51.     (W)     SCALED    
 NY0324* NAVD 88     -      1297.591  (meters)    4257.18   (feet)  ADJUSTED  
 NY0324  ___________________________________________________________________
 NY0324  GEOID HEIGHT-         -22.11  (meters)                     GEOID03
 NY0324  DYNAMIC HT  -        1296.821 (meters)    4254.65  (feet)  COMP
 NY0324  MODELED GRAV-     979,983.4   (mgal)                       NAVD 88
 NY0324
 NY0324  VERT ORDER  -  SECOND    CLASS 0
 NY0324
 NY0324.The horizontal coordinates were scaled from a topographic map and have
 NY0324.an estimated accuracy of +/- 6 seconds.
 NY0324
 NY0324.The orthometric height was determined by differential leveling
 NY0324.and adjusted in June 1991.
 NY0324
 NY0324.The geoid height was determined by GEOID03.
 NY0324
 NY0324.The dynamic height is computed by dividing the NAVD 88
 NY0324.geopotential number by the normal gravity value computed on the
 NY0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0324.degrees latitude (g = 980.6199 gals.).
 NY0324
 NY0324.The modeled gravity was interpolated from observed gravity values.
 NY0324
 NY0324;                    North         East    Units  Estimated Accuracy
 NY0324;SPC OR S     -    75,030.    1,416,420.      MT  (+/- 180 meters Scaled)
 NY0324
 NY0324                          SUPERSEDED SURVEY CONTROL
 NY0324
 NY0324  NGVD 29 (??/??/92) 1296.483  (m)         4253.54   (f) ADJ UNCH    2 0
 NY0324
 NY0324.Superseded values are not recommended for survey control.
 NY0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0324.See file dsdata.txt to determine how the superseded data were derived.
 NY0324
 NY0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM224883(NAD 83)
 NY0324_MARKER: DB = BENCH MARK DISK
 NY0324_SETTING: 80 = SET IN A BOULDER
 NY0324_SP_SET: BOULDER
 NY0324_STAMPING: E 350 1943
 NY0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0324+STABILITY: SURFACE MOTION
 NY0324
 NY0324  HISTORY     - Date     Condition        Report By
 NY0324  HISTORY     - 1943     MONUMENTED       CGS
 NY0324  HISTORY     - 1981     GOOD             USGS
 NY0324
 NY0324                          STATION DESCRIPTION
 NY0324
 NY0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 NY0324'8.0 MI NE FROM DAIRY.
 NY0324'THIS MARK IS ABOUT 1.1 MILE EAST ALONG STATE HIGHWAY 66 AND 6.9 MILES
 NY0324'NORTH ALONG THE OLD ROAD TO SPRAGUE RIVER FROM THE POST OFFICE AT
 NY0324'DAIRY, KLAMATH COUNTY, 54.0 FEET NORTH OF THE NORTH ABUTMENT OF A
 NY0324'BRIDGE, SET IN THE TOP OF A LARGE BOULDER, 10.5 FEET WEST OF A
 NY0324'NORTH-SOUTH FENCE, 13.0 FEET EAST OF A BOULDER WITH THE LETTERS B M
 NY0324'PAINTED ON THE EAST FACE, 29.0 FEET WEST OF THE CENTER LINE OF THE
 NY0324'ROAD.
 NY0324
 NY0324                          STATION RECOVERY (1981)
 NY0324
 NY0324'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 NY0324'ABOUT 1.1 MILES EAST ALONG OREGON S.H. 140 FROM THE POST OFFICE AT
 NY0324'DAIRY, THENCE 3.5 MILES ALONG THE HILDEBRAND ROAD, THENCE NORTH 3.3
 NY0324'MILES ALONG A ROAD, 54 FEET NORTH OF THE NORTH ABURMENT OF A BRIDGE,
 NY0324'29 FEET WEST OF THE CENTERLINE OF THE ROAD, 10.5 WEST OF A
 NY0324'NORTH-SOUTH FENCE, AND IN THE TOP OF A LARGE BOULDER. A STANDARD
 NY0324'DISK, STAMPED 'E 350 1943'.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0641 ***********************************************************************
 NZ0641  DESIGNATION -  E 351
 NZ0641  PID         -  NZ0641
 NZ0641  STATE/COUNTY-  OR/JOSEPHINE
 NZ0641  USGS QUAD   -  PEARSOLL PEAK (1989)
 NZ0641
 NZ0641                         *CURRENT SURVEY CONTROL
 NZ0641  ___________________________________________________________________
 NZ0641* NAD 83(1986)-  42 20 50.     (N)    123 46 34.     (W)     SCALED    
 NZ0641* NAVD 88     -       379.898  (meters)    1246.38   (feet)  ADJUSTED  
 NZ0641  ___________________________________________________________________
 NZ0641  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 NZ0641  DYNAMIC HT  -         379.764 (meters)    1245.94  (feet)  COMP
 NZ0641  MODELED GRAV-     980,258.3   (mgal)                       NAVD 88
 NZ0641
 NZ0641  VERT ORDER  -  SECOND    CLASS 0
 NZ0641
 NZ0641.The horizontal coordinates were scaled from a topographic map and have
 NZ0641.an estimated accuracy of +/- 6 seconds.
 NZ0641
 NZ0641.The orthometric height was determined by differential leveling
 NZ0641.and adjusted in June 1991.
 NZ0641
 NZ0641.The geoid height was determined by GEOID03.
 NZ0641
 NZ0641.The dynamic height is computed by dividing the NAVD 88
 NZ0641.geopotential number by the normal gravity value computed on the
 NZ0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0641.degrees latitude (g = 980.6199 gals.).
 NZ0641
 NZ0641.The modeled gravity was interpolated from observed gravity values.
 NZ0641
 NZ0641;                    North         East    Units  Estimated Accuracy
 NZ0641;SPC OR S     -    80,880.    1,230,120.      MT  (+/- 180 meters Scaled)
 NZ0641
 NZ0641                          SUPERSEDED SURVEY CONTROL
 NZ0641
 NZ0641  NGVD 29 (??/??/92)  378.920  (m)         1243.17   (f) ADJ UNCH    2 0
 NZ0641
 NZ0641.Superseded values are not recommended for survey control.
 NZ0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0641.See file dsdata.txt to determine how the superseded data were derived.
 NZ0641
 NZ0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM360886(NAD 83)
 NZ0641_MARKER: DB = BENCH MARK DISK
 NZ0641_SETTING: 80 = SET IN A BOULDER
 NZ0641_SP_SET: BOULDER
 NZ0641_STAMPING: E 351 1942
 NZ0641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0641+STABILITY: SURFACE MOTION
 NZ0641
 NZ0641  HISTORY     - Date     Condition        Report By
 NZ0641  HISTORY     - 1942     MONUMENTED       CGS
 NZ0641  HISTORY     - 1964     GOOD             NGS
 NZ0641  HISTORY     - 19860817 MARK NOT FOUND   USGS
 NZ0641
 NZ0641                          STATION DESCRIPTION
 NZ0641
 NZ0641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 NZ0641'15.8 MI NW FROM SELMA.
 NZ0641'15.8 MILES NORTHWEST ALONG THE ILLINOIS RIVER ROAD FROM THE SELMA POST
 NZ0641'OFFICE, 0.3 MILE EAST OF MILE POST NO. 16, ON THE OUTSIDE OF A CURVE,
 NZ0641'75 FEET NORTHEAST OF A MINE TEST HOLE, 16 FEET NORTH OF THE CENTER OF
 NZ0641'THE ROAD, 7 FEET NORTH OF THE NORTH END OF A METAL CULVERT AND 3 1/2
 NZ0641'FEET ABOVE THE LEVEL OF THE ROAD IN A 2 BY 6 FOOT BOULDER THAT
 NZ0641'PROJECTS 2 FEET AT THE SOUTH END.  THE LETTERS BM WERE PAINTED ON THE
 NZ0641'SOUTH FACE OF THE BOULDER.
 NZ0641
 NZ0641                          STATION RECOVERY (1986)
 NZ0641
 NZ0641'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (TAM)
 NZ0641'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0552 ***********************************************************************
 NY0552  DESIGNATION -  E 352
 NY0552  PID         -  NY0552
 NY0552  STATE/COUNTY-  OR/KLAMATH
 NY0552  USGS QUAD   -  S' OCHOLIS CANYON (1988)
 NY0552
 NY0552                         *CURRENT SURVEY CONTROL
 NY0552  ___________________________________________________________________
 NY0552* NAD 83(1986)-  42 37 04.     (N)    121 40 18.     (W)     SCALED    
 NY0552* NAVD 88     -      1309.225  (meters)    4295.35   (feet)  ADJUSTED  
 NY0552  ___________________________________________________________________
 NY0552  GEOID HEIGHT-         -22.03  (meters)                     GEOID03
 NY0552  DYNAMIC HT  -        1308.463 (meters)    4292.85  (feet)  COMP
 NY0552  MODELED GRAV-     979,993.7   (mgal)                       NAVD 88
 NY0552
 NY0552  VERT ORDER  -  SECOND    CLASS 0
 NY0552
 NY0552.The horizontal coordinates were scaled from a topographic map and have
 NY0552.an estimated accuracy of +/- 6 seconds.
 NY0552
 NY0552.The orthometric height was determined by differential leveling
 NY0552.and adjusted in June 1991.
 NY0552
 NY0552.The geoid height was determined by GEOID03.
 NY0552
 NY0552.The dynamic height is computed by dividing the NAVD 88
 NY0552.geopotential number by the normal gravity value computed on the
 NY0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0552.degrees latitude (g = 980.6199 gals.).
 NY0552
 NY0552.The modeled gravity was interpolated from observed gravity values.
 NY0552
 NY0552;                    North         East    Units  Estimated Accuracy
 NY0552;SPC OR S     -   106,330.    1,403,880.      MT  (+/- 180 meters Scaled)
 NY0552
 NY0552                          SUPERSEDED SURVEY CONTROL
 NY0552
 NY0552  NGVD 29 (??/??/92) 1308.087  (m)         4291.62   (f) ADJ UNCH    2 0
 NY0552
 NY0552.Superseded values are not recommended for survey control.
 NY0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0552.See file dsdata.txt to determine how the superseded data were derived.
 NY0552
 NY0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFN089192(NAD 83)
 NY0552_MARKER: DB = BENCH MARK DISK
 NY0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0552_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NY0552_STAMPING: E 352 1943
 NY0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0552+STABILITY: SURFACE MOTION
 NY0552
 NY0552  HISTORY     - Date     Condition        Report By
 NY0552  HISTORY     - 1943     MONUMENTED       CGS
 NY0552
 NY0552                          STATION DESCRIPTION
 NY0552
 NY0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 NY0552'12.1 MI N FROM CHILOQUIN.
 NY0552'ABOUT 12.1 MILES NORTHEAST ALONG THE SPRAGUE RIVER ROAD FROM THE
 NY0552'SOUTHERN PACIFIC CO. RAILROAD STATION AT CHILOQUIN, KLAMATH COUNTY, 58
 NY0552'FEET NORTHWEST OF THE CENTER LINE OF A DIM ROAD LEADING SOUTHWEST, 70
 NY0552'FEET SOUTH OF THE CENTER LINE OF THE MAIN ROAD, 24.5 FEET SOUTH OF A
 NY0552'CORNER FENCE POST, 2 FEET EAST OF THE NORTH-SOUTH FENCE, AND 2 FEET
 NY0552'NORTH OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED E 352
 NY0552'1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES
 NY0552'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0815 ***********************************************************************
 NZ0815  DESIGNATION -  E 353
 NZ0815  PID         -  NZ0815
 NZ0815  STATE/COUNTY-  OR/JOSEPHINE
 NZ0815  USGS QUAD   -  MARIAL (1989)
 NZ0815
 NZ0815                         *CURRENT SURVEY CONTROL
 NZ0815  ___________________________________________________________________
 NZ0815* NAD 83(1986)-  42 43 00.     (N)    123 52 49.     (W)     SCALED    
 NZ0815* NAVD 88     -       199.135  (meters)     653.33   (feet)  ADJUSTED  
 NZ0815  ___________________________________________________________________
 NZ0815  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 NZ0815  DYNAMIC HT  -         199.080 (meters)     653.15  (feet)  COMP
 NZ0815  MODELED GRAV-     980,341.4   (mgal)                       NAVD 88
 NZ0815
 NZ0815  VERT ORDER  -  SECOND    CLASS 0
 NZ0815
 NZ0815.The horizontal coordinates were scaled from a topographic map and have
 NZ0815.an estimated accuracy of +/- 6 seconds.
 NZ0815
 NZ0815.The orthometric height was determined by differential leveling
 NZ0815.and adjusted in June 1991.
 NZ0815
 NZ0815.The geoid height was determined by GEOID03.
 NZ0815
 NZ0815.The dynamic height is computed by dividing the NAVD 88
 NZ0815.geopotential number by the normal gravity value computed on the
 NZ0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0815.degrees latitude (g = 980.6199 gals.).
 NZ0815
 NZ0815.The modeled gravity was interpolated from observed gravity values.
 NZ0815
 NZ0815;                    North         East    Units  Estimated Accuracy
 NZ0815;SPC OR S     -   122,220.    1,223,200.      MT  (+/- 180 meters Scaled)
 NZ0815
 NZ0815                          SUPERSEDED SURVEY CONTROL
 NZ0815
 NZ0815  NGVD 29 (??/??/92)  198.067  (m)          649.82   (f) ADJ UNCH    2 0
 NZ0815
 NZ0815.Superseded values are not recommended for survey control.
 NZ0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0815.See file dsdata.txt to determine how the superseded data were derived.
 NZ0815
 NZ0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN279297(NAD 83)
 NZ0815_MARKER: DB = BENCH MARK DISK
 NZ0815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ0815_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NZ0815_STAMPING: E 353 1942
 NZ0815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0815+STABILITY: SURFACE MOTION
 NZ0815
 NZ0815  HISTORY     - Date     Condition        Report By
 NZ0815  HISTORY     - 1942     MONUMENTED       CGS
 NZ0815  HISTORY     - 1964     MARK NOT FOUND   NGS
 NZ0815  HISTORY     - 19850913 MARK NOT FOUND   USGS
 NZ0815
 NZ0815                          STATION DESCRIPTION
 NZ0815
 NZ0815'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NZ0815'41.4 MI NW FROM GALICE.
 NZ0815'ALONG THE ALMEDA ROAD TO MARIAL, ABOUT 41.4 MILES NORTHWEST OF GALICE.
 NZ0815'ABOUT 18 FEET SOUTH OF THE CENTER OF THE ROAD, 39 FEET SOUTH OF A
 NZ0815'LARGE PINE TREE, AND 60 FEET WEST OF A 11 INCH MADRONE TREE.
 NZ0815
 NZ0815                          STATION RECOVERY (1964)
 NZ0815
 NZ0815'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 NZ0815'MARK NOT FOUND.
 NZ0815
 NZ0815                          STATION RECOVERY (1985)
 NZ0815
 NZ0815'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (ALM)
 NZ0815'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0695 ***********************************************************************
 RD0695  DESIGNATION -  E 354
 RD0695  PID         -  RD0695
 RD0695  STATE/COUNTY-  OR/WASHINGTON
 RD0695  USGS QUAD   -  TIMBER (1979)
 RD0695
 RD0695                         *CURRENT SURVEY CONTROL
 RD0695  ___________________________________________________________________
 RD0695* NAD 83(1986)-  45 42 11.     (N)    123 16 57.     (W)     SCALED    
 RD0695* NAVD 88     -       265.277  (meters)     870.33   (feet)  ADJUSTED  
 RD0695  ___________________________________________________________________
 RD0695  GEOID HEIGHT-         -21.23  (meters)                     GEOID03
 RD0695  DYNAMIC HT  -         265.286 (meters)     870.36  (feet)  COMP
 RD0695  MODELED GRAV-     980,641.8   (mgal)                       NAVD 88
 RD0695
 RD0695  VERT ORDER  -  SECOND    CLASS 0
 RD0695
 RD0695.The horizontal coordinates were scaled from a topographic map and have
 RD0695.an estimated accuracy of +/- 6 seconds.
 RD0695
 RD0695.The orthometric height was determined by differential leveling
 RD0695.and adjusted in June 1991.
 RD0695
 RD0695.The geoid height was determined by GEOID03.
 RD0695
 RD0695.The dynamic height is computed by dividing the NAVD 88
 RD0695.geopotential number by the normal gravity value computed on the
 RD0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0695.degrees latitude (g = 980.6199 gals.).
 RD0695
 RD0695.The modeled gravity was interpolated from observed gravity values.
 RD0695
 RD0695;                    North         East    Units  Estimated Accuracy
 RD0695;SPC OR N     -   230,020.    2,283,370.      MT  (+/- 180 meters Scaled)
 RD0695
 RD0695                          SUPERSEDED SURVEY CONTROL
 RD0695
 RD0695  NGVD 29 (??/??/92)  264.189  (m)          866.76   (f) ADJ UNCH    2 0
 RD0695
 RD0695.Superseded values are not recommended for survey control.
 RD0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0695.See file dsdata.txt to determine how the superseded data were derived.
 RD0695
 RD0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR780610(NAD 83)
 RD0695_MARKER: DB = BENCH MARK DISK
 RD0695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0695_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0695_STAMPING: E 354 1942
 RD0695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0695+STABILITY: SURFACE MOTION
 RD0695
 RD0695  HISTORY     - Date     Condition        Report By
 RD0695  HISTORY     - 1942     MONUMENTED       CGS
 RD0695  HISTORY     - 1974     MARK NOT FOUND   NGS
 RD0695
 RD0695                          STATION DESCRIPTION
 RD0695
 RD0695'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 RD0695'1.6 MI S FROM TIMBER.
 RD0695'1.6 MILES SOUTH OF POST OFFICE.  ON HIGHWAY BETWEEN TIMBER AND
 RD0695'GLENWOOD, AT THE OUTSIDE OF A WIDE AREA OPPOSITE A SLOW SIGN, 40 FEET
 RD0695'WEST OF CENTER LINE OF HIGHWAY, 75 FEET SOUTH OF A LONE FIR TREE.
 RD0695'WITNESS POST SET.
 RD0695
 RD0695                          STATION RECOVERY (1974)
 RD0695
 RD0695'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 RD0695'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1240 ***********************************************************************
 QD1240  DESIGNATION -  E 355
 QD1240  PID         -  QD1240
 QD1240  STATE/COUNTY-  OR/MARION
 QD1240  USGS QUAD   -  BREITENBUSH HOT SPRI (1997)
 QD1240
 QD1240                         *CURRENT SURVEY CONTROL
 QD1240  ___________________________________________________________________
 QD1240* NAD 83(1986)-  44 48 27.     (N)    121 52 39.     (W)     SCALED    
 QD1240* NAVD 88     -      1034.589  (meters)    3394.31   (feet)  ADJUSTED  
 QD1240  ___________________________________________________________________
 QD1240  GEOID HEIGHT-         -21.17  (meters)                     GEOID03
 QD1240  DYNAMIC HT  -        1034.257 (meters)    3393.22  (feet)  COMP
 QD1240  MODELED GRAV-     980,262.0   (mgal)                       NAVD 88
 QD1240
 QD1240  VERT ORDER  -  SECOND    CLASS 0
 QD1240
 QD1240.The horizontal coordinates were scaled from a topographic map and have
 QD1240.an estimated accuracy of +/- 6 seconds.
 QD1240
 QD1240.The orthometric height was determined by differential leveling
 QD1240.and adjusted in June 1991.
 QD1240
 QD1240.The geoid height was determined by GEOID03.
 QD1240
 QD1240.The dynamic height is computed by dividing the NAVD 88
 QD1240.geopotential number by the normal gravity value computed on the
 QD1240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1240.degrees latitude (g = 980.6199 gals.).
 QD1240
 QD1240.The modeled gravity was interpolated from observed gravity values.
 QD1240
 QD1240;                    North         East    Units  Estimated Accuracy
 QD1240;SPC OR N     -   127,700.    2,391,040.      MT  (+/- 180 meters Scaled)
 QD1240
 QD1240                          SUPERSEDED SURVEY CONTROL
 QD1240
 QD1240  NGVD 29 (??/??/92) 1033.417  (m)         3390.47   (f) ADJ UNCH    2 0
 QD1240
 QD1240.Superseded values are not recommended for survey control.
 QD1240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1240.See file dsdata.txt to determine how the superseded data were derived.
 QD1240
 QD1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ887621(NAD 83)
 QD1240_MARKER: DB = BENCH MARK DISK
 QD1240_SETTING: 80 = SET IN A BOULDER
 QD1240_SP_SET: BOULDER
 QD1240_STAMPING: E 355 1942
 QD1240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD1240+STABILITY: SURFACE MOTION
 QD1240
 QD1240  HISTORY     - Date     Condition        Report By
 QD1240  HISTORY     - 1942     MONUMENTED       CGS
 QD1240  HISTORY     - 1943     GOOD             NGS
 QD1240  HISTORY     - 1961     MARK NOT FOUND   NGS
 QD1240  HISTORY     - 19950929 MARK NOT FOUND   NGS
 QD1240
 QD1240                          STATION DESCRIPTION
 QD1240
 QD1240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QD1240'5.55 MI NE FROM BREITENBUSH HOT SPRINGS.
 QD1240'ABOUT 5.55 MILES NORTHEAST ALONG THE BREITENBUSH ROAD FROM BREITENBUSH
 QD1240'HOT SPRINGS, 0.1 MILE NORTHWEST OF A HAIR-PIN TYPE CURVE, SET IN THE
 QD1240'TOP OF A BOULDER ABOUT 4.0 FEET ABOVE THE ROAD LEVEL, 10.5 FEET
 QD1240'NORTHEAST OF THE CENTER LINE OF THE ROAD.
 QD1240
 QD1240                          STATION RECOVERY (1961)
 QD1240
 QD1240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 QD1240'MARK NOT FOUND.
 QD1240
 QD1240                          STATION RECOVERY (1995)
 QD1240
 QD1240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (LLR)
 QD1240'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0285 ***********************************************************************
 QE0285  DESIGNATION -  E 356
 QE0285  PID         -  QE0285
 QE0285  STATE/COUNTY-  OR/LANE
 QE0285  USGS QUAD   -  LEABURG (1988)
 QE0285
 QE0285                         *CURRENT SURVEY CONTROL
 QE0285  ___________________________________________________________________
 QE0285* NAD 83(1986)-  44 05 41.     (N)    122 42 40.     (W)     SCALED    
 QE0285* NAVD 88     -       204.857  (meters)     672.10   (feet)  ADJUSTED  
 QE0285  ___________________________________________________________________
 QE0285  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 QE0285  DYNAMIC HT  -         204.818 (meters)     671.97  (feet)  COMP
 QE0285  MODELED GRAV-     980,427.3   (mgal)                       NAVD 88
 QE0285
 QE0285  VERT ORDER  -  FIRST     CLASS II
 QE0285
 QE0285.The horizontal coordinates were scaled from a topographic map and have
 QE0285.an estimated accuracy of +/- 6 seconds.
 QE0285
 QE0285.The orthometric height was determined by differential leveling
 QE0285.and adjusted in June 1991.
 QE0285
 QE0285.The geoid height was determined by GEOID03.
 QE0285
 QE0285.The dynamic height is computed by dividing the NAVD 88
 QE0285.geopotential number by the normal gravity value computed on the
 QE0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0285.degrees latitude (g = 980.6199 gals.).
 QE0285
 QE0285.The modeled gravity was interpolated from observed gravity values.
 QE0285
 QE0285;                    North         East    Units  Estimated Accuracy
 QE0285;SPC OR S     -   272,070.    1,322,950.      MT  (+/- 180 meters Scaled)
 QE0285
 QE0285                          SUPERSEDED SURVEY CONTROL
 QE0285
 QE0285  NGVD 29 (??/??/92)  203.732  (m)          668.41   (f) ADJ UNCH    1 2
 QE0285
 QE0285.Superseded values are not recommended for survey control.
 QE0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0285.See file dsdata.txt to determine how the superseded data were derived.
 QE0285
 QE0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP231824(NAD 83)
 QE0285_MARKER: DB = BENCH MARK DISK
 QE0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0285_STAMPING: E 356 1943
 QE0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0285+STABILITY: SURFACE MOTION
 QE0285
 QE0285  HISTORY     - Date     Condition        Report By
 QE0285  HISTORY     - 1943     MONUMENTED       CGS
 QE0285  HISTORY     - 1987     MARK NOT FOUND   NGS
 QE0285
 QE0285                          STATION DESCRIPTION
 QE0285
 QE0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 QE0285'1.8 MI SW FROM LEABURG.
 QE0285'THIS MARK IS ABOUT 1.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 28 FROM THE
 QE0285'POST OFFICE AT LEABURG, LANE COUNTY, SET AT THE SOUTH CORNER OF A
 QE0285'FENCE AROUND A HIGHWAY GRAVEL PILE, 1-FOOT SOUTHWEST OF A
 QE0285'NORTHWEST-SOUTHEAST FENCE, 5.5 FEET NORTHWEST OF A CORNER FENCE POST,
 QE0285'18.0 FEET NORTHEAST OF A DIM ROAD LEADING NORTHWEST, 52.2 FEET
 QE0285'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, PROJECTING ABOUT 5-INCHES
 QE0285'ABOVE THE GROUND, 2.0 FEET SOUTHEAST OF A WHITE REFERENCE POST.
 QE0285
 QE0285                          STATION RECOVERY (1987)
 QE0285
 QE0285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE0285'THE AREA HAS BEEN PLOWED UP.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0272 ***********************************************************************
 NY0272  DESIGNATION -  E 357
 NY0272  PID         -  NY0272
 NY0272  STATE/COUNTY-  OR/KLAMATH
 NY0272  USGS QUAD   -  YONNA (1988)
 NY0272
 NY0272                         *CURRENT SURVEY CONTROL
 NY0272  ___________________________________________________________________
 NY0272* NAD 83(1986)-  42 20 48.     (N)    121 23 57.     (W)     SCALED    
 NY0272* NAVD 88     -      1529.409  (meters)    5017.74   (feet)  ADJUSTED  
 NY0272  ___________________________________________________________________
 NY0272  GEOID HEIGHT-         -21.93  (meters)                     GEOID03
 NY0272  DYNAMIC HT  -        1528.451 (meters)    5014.59  (feet)  COMP
 NY0272  MODELED GRAV-     979,941.0   (mgal)                       NAVD 88
 NY0272
 NY0272  VERT ORDER  -  FIRST     CLASS II
 NY0272
 NY0272.The horizontal coordinates were scaled from a topographic map and have
 NY0272.an estimated accuracy of +/- 6 seconds.
 NY0272
 NY0272.The orthometric height was determined by differential leveling
 NY0272.and adjusted in June 1991.
 NY0272
 NY0272.The geoid height was determined by GEOID03.
 NY0272
 NY0272.The dynamic height is computed by dividing the NAVD 88
 NY0272.geopotential number by the normal gravity value computed on the
 NY0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0272.degrees latitude (g = 980.6199 gals.).
 NY0272
 NY0272.The modeled gravity was interpolated from observed gravity values.
 NY0272
 NY0272;                    North         East    Units  Estimated Accuracy
 NY0272;SPC OR S     -    75,940.    1,425,910.      MT  (+/- 180 meters Scaled)
 NY0272
 NY0272                          SUPERSEDED SURVEY CONTROL
 NY0272
 NY0272  NGVD 29 (??/??/92) 1528.275  (m)         5014.02   (f) ADJ UNCH    1 2
 NY0272
 NY0272.Superseded values are not recommended for survey control.
 NY0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0272.See file dsdata.txt to determine how the superseded data were derived.
 NY0272
 NY0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM318895(NAD 83)
 NY0272_MARKER: DB = BENCH MARK DISK
 NY0272_SETTING: 80 = SET IN A BOULDER
 NY0272_SP_SET: BOULDER
 NY0272_STAMPING: E 357 1942
 NY0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0272+STABILITY: SURFACE MOTION
 NY0272
 NY0272  HISTORY     - Date     Condition        Report By
 NY0272  HISTORY     - 1942     MONUMENTED       CGS
 NY0272  HISTORY     - 1968     MARK NOT FOUND   NGS
 NY0272  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 NY0272
 NY0272                          STATION DESCRIPTION
 NY0272
 NY0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NY0272'11.8 MI E FROM DAIRY.
 NY0272'11.8 MILES EAST OF POST OFFICE ALONG LAKEVIEW ROAD, 86 FEET EAST OF
 NY0272'HIGHWAY CURVE SIGN, 30 FEET NORTHEAST OF CENTER LINE OF ROAD, ON
 NY0272'TANGENT, 1 FOOT ABOVE ROAD LEVEL.
 NY0272
 NY0272                          STATION RECOVERY (1968)
 NY0272
 NY0272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 NY0272'MARK NOT FOUND.
 NY0272
 NY0272                          STATION RECOVERY (1984)
 NY0272
 NY0272'RECOVERY NOTE BY US POWER SQUADRON 1984 (JTG)
 NY0272'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0497 ***********************************************************************
 PB0497  DESIGNATION -  E 358
 PB0497  PID         -  PB0497
 PB0497  STATE/COUNTY-  OR/DESCHUTES
 PB0497  USGS QUAD   -  CRANE PRAIRIE RESERV (1981)
 PB0497
 PB0497                         *CURRENT SURVEY CONTROL
 PB0497  ___________________________________________________________________
 PB0497* NAD 83(1986)-  43 46 21.     (N)    121 50 19.     (W)     SCALED    
 PB0497* NAVD 88     -      1371.340  (meters)    4499.14   (feet)  ADJUSTED  
 PB0497  ___________________________________________________________________
 PB0497  GEOID HEIGHT-         -21.06  (meters)                     GEOID03
 PB0497  DYNAMIC HT  -        1370.690 (meters)    4497.01  (feet)  COMP
 PB0497  MODELED GRAV-     980,096.6   (mgal)                       NAVD 88
 PB0497
 PB0497  VERT ORDER  -  SECOND    CLASS 0
 PB0497
 PB0497.The horizontal coordinates were scaled from a topographic map and have
 PB0497.an estimated accuracy of +/- 6 seconds.
 PB0497
 PB0497.The orthometric height was determined by differential leveling
 PB0497.and adjusted in June 1991.
 PB0497
 PB0497.The geoid height was determined by GEOID03.
 PB0497
 PB0497.The dynamic height is computed by dividing the NAVD 88
 PB0497.geopotential number by the normal gravity value computed on the
 PB0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0497.degrees latitude (g = 980.6199 gals.).
 PB0497
 PB0497.The modeled gravity was interpolated from observed gravity values.
 PB0497
 PB0497;                    North         East    Units  Estimated Accuracy
 PB0497;SPC OR S     -   234,790.    1,392,240.      MT  (+/- 180 meters Scaled)
 PB0497
 PB0497                          SUPERSEDED SURVEY CONTROL
 PB0497
 PB0497  NGVD 29 (??/??/92) 1370.087  (m)         4495.03   (f) ADJ UNCH    2 0
 PB0497
 PB0497.Superseded values are not recommended for survey control.
 PB0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0497.See file dsdata.txt to determine how the superseded data were derived.
 PB0497
 PB0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP934472(NAD 83)
 PB0497_MARKER: DB = BENCH MARK DISK
 PB0497_SETTING: 80 = SET IN A BOULDER
 PB0497_SP_SET: BOULDER
 PB0497_STAMPING: E 358 1942
 PB0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0497+STABILITY: SURFACE MOTION
 PB0497
 PB0497  HISTORY     - Date     Condition        Report By
 PB0497  HISTORY     - 1942     MONUMENTED       CGS
 PB0497
 PB0497                          STATION DESCRIPTION
 PB0497
 PB0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PB0497'21.6 MI N FROM ODELL LAKE LODGE.
 PB0497'ALONG ELK LAKE ROAD, 14.8 MILES NORTH OF DAVIS LAKE RANGER STATION. 25
 PB0497'FEET EAST OF CENTER LINE OF ROAD IN LARGE BOULDER LEVEL WITH ROAD
 PB0497'WITNESS POST SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1285 ***********************************************************************
 QD1285  DESIGNATION -  E 359
 QD1285  PID         -  QD1285
 QD1285  STATE/COUNTY-  OR/DESCHUTES
 QD1285  USGS QUAD   -  BROKEN TOP (1988)
 QD1285
 QD1285                         *CURRENT SURVEY CONTROL
 QD1285  ___________________________________________________________________
 QD1285* NAD 83(1986)-  44 03 05.     (N)    121 39 04.     (W)     SCALED    
 QD1285* NAVD 88     -      2099.186  (meters)    6887.08   (feet)  ADJUSTED  
 QD1285  ___________________________________________________________________
 QD1285  GEOID HEIGHT-         -20.31  (meters)                     GEOID03
 QD1285  DYNAMIC HT  -        2098.027 (meters)    6883.28  (feet)  COMP
 QD1285  MODELED GRAV-     979,989.7   (mgal)                       NAVD 88
 QD1285
 QD1285  VERT ORDER  -  SECOND    CLASS 0
 QD1285
 QD1285.The horizontal coordinates were scaled from a topographic map and have
 QD1285.an estimated accuracy of +/- 6 seconds.
 QD1285
 QD1285.The orthometric height was determined by differential leveling
 QD1285.and adjusted in June 1991.
 QD1285
 QD1285.The geoid height was determined by GEOID03.
 QD1285
 QD1285.The dynamic height is computed by dividing the NAVD 88
 QD1285.geopotential number by the normal gravity value computed on the
 QD1285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1285.degrees latitude (g = 980.6199 gals.).
 QD1285
 QD1285.The modeled gravity was interpolated from observed gravity values.
 QD1285
 QD1285;                    North         East    Units  Estimated Accuracy
 QD1285;SPC OR S     -   265,550.    1,407,760.      MT  (+/- 180 meters Scaled)
 QD1285
 QD1285                          SUPERSEDED SURVEY CONTROL
 QD1285
 QD1285  NGVD 29 (??/??/92) 2097.82   (m)         6882.6    (f) COMPUTED    2 0
 QD1285
 QD1285.Superseded values are not recommended for survey control.
 QD1285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1285.See file dsdata.txt to determine how the superseded data were derived.
 QD1285
 QD1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP080784(NAD 83)
 QD1285_MARKER: DB = BENCH MARK DISK
 QD1285_SETTING: 80 = SET IN A BOULDER
 QD1285_SP_SET: BOULDER
 QD1285_STAMPING: E 359 1942
 QD1285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD1285+STABILITY: SURFACE MOTION
 QD1285
 QD1285  HISTORY     - Date     Condition        Report By
 QD1285  HISTORY     - 1942     MONUMENTED       CGS
 QD1285
 QD1285                          STATION DESCRIPTION
 QD1285
 QD1285'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QD1285'26.0 MI S FROM SISTERS.
 QD1285'ALONG THE ELK LAKE ROAD, 4.2 MILES NORTH OF CENTURY DRIVE, AT THE EDGE
 QD1285'OF A SMALL MEADOW, AND 22 FEET WEST OF THE CENTER LINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0641 ***********************************************************************
 QD0641  DESIGNATION -  E 360
 QD0641  PID         -  QD0641
 QD0641  STATE/COUNTY-  OR/JEFFERSON
 QD0641  USGS QUAD   -  GATEWAY (1993)
 QD0641
 QD0641                         *CURRENT SURVEY CONTROL
 QD0641  ___________________________________________________________________
 QD0641* NAD 83(1986)-  44 51 24.     (N)    121 03 53.     (W)     SCALED    
 QD0641* NAVD 88     -       380.099  (meters)    1247.04   (feet)  ADJUSTED  
 QD0641  ___________________________________________________________________
 QD0641  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 QD0641  DYNAMIC HT  -         380.031 (meters)    1246.82  (feet)  COMP
 QD0641  MODELED GRAV-     980,429.2   (mgal)                       NAVD 88
 QD0641
 QD0641  VERT ORDER  -  SECOND    CLASS 0
 QD0641
 QD0641.The horizontal coordinates were scaled from a topographic map and have
 QD0641.an estimated accuracy of +/- 6 seconds.
 QD0641
 QD0641.The orthometric height was determined by differential leveling
 QD0641.and adjusted in June 1991.
 QD0641
 QD0641.The geoid height was determined by GEOID03.
 QD0641
 QD0641.The dynamic height is computed by dividing the NAVD 88
 QD0641.geopotential number by the normal gravity value computed on the
 QD0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0641.degrees latitude (g = 980.6199 gals.).
 QD0641
 QD0641.The modeled gravity was interpolated from observed gravity values.
 QD0641
 QD0641;                    North         East    Units  Estimated Accuracy
 QD0641;SPC OR N     -   132,390.    2,455,370.      MT  (+/- 180 meters Scaled)
 QD0641
 QD0641                          SUPERSEDED SURVEY CONTROL
 QD0641
 QD0641  NGVD 29 (??/??/92)  379.04   (m)         1243.6    (f) COMPUTED    2 0
 QD0641
 QD0641.Superseded values are not recommended for survey control.
 QD0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0641.See file dsdata.txt to determine how the superseded data were derived.
 QD0641
 QD0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ529688(NAD 83)
 QD0641_MARKER: DB = BENCH MARK DISK
 QD0641_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QD0641_SP_SET: CONCRETE BOX
 QD0641_STAMPING: E 360 1942
 QD0641_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0641
 QD0641  HISTORY     - Date     Condition        Report By
 QD0641  HISTORY     - 1942     MONUMENTED       CGS
 QD0641  HISTORY     - 1959     MARK NOT FOUND   NGS
 QD0641
 QD0641                          STATION DESCRIPTION
 QD0641
 QD0641'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QD0641'1.2 MI N FROM SOUTH JUNCTION.
 QD0641'ALONG THE UNION PACIFIC RAILROAD FROM THE RAILROAD STATION, 50 FEET
 QD0641'EAST OF THE CENTERLINE OF THE RAILROAD, 25 FEET EAST OF A TELEPHONE
 QD0641'LINE, 9 FEET WEST OF THE SOUTHWEST CORNER OF A BUILDING.  NOTE--
 QD0641'BUILDING DOES NOT EXIST, NEW FIELD UNDER CULTIVATION.
 QD0641
 QD0641                          STATION RECOVERY (1959)
 QD0641
 QD0641'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 QD0641'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0530 ***********************************************************************
 PC0530  DESIGNATION -  E 361
 PC0530  PID         -  PC0530
 PC0530  STATE/COUNTY-  OR/COOS
 PC0530  USGS QUAD   -  MOUNT GURNEY (1990)
 PC0530
 PC0530                         *CURRENT SURVEY CONTROL
 PC0530  ___________________________________________________________________
 PC0530* NAD 83(1986)-  43 13 03.     (N)    123 44 38.     (W)     SCALED    
 PC0530* NAVD 88     -       848.384  (meters)    2783.41   (feet)  POSTED    
 PC0530  ___________________________________________________________________
 PC0530  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 PC0530  DYNAMIC HT  -         848.110 (meters)    2782.51  (feet)  COMP
 PC0530  MODELED GRAV-     980,267.3   (mgal)                       NAVD 88
 PC0530
 PC0530  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 PC0530
 PC0530.The horizontal coordinates were scaled from a topographic map and have
 PC0530.an estimated accuracy of +/- 6 seconds.
 PC0530
 PC0530.The orthometric height was determined by differential leveling
 PC0530.and adjusted by the  in 1992.
 PC0530.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 PC0530.was located on a no-check spur therefore a value was not computed.
 PC0530.No vertical observational check was made to the station.
 PC0530
 PC0530.The geoid height was determined by GEOID03.
 PC0530
 PC0530.The dynamic height is computed by dividing the NAVD 88
 PC0530.geopotential number by the normal gravity value computed on the
 PC0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0530.degrees latitude (g = 980.6199 gals.).
 PC0530
 PC0530.The modeled gravity was interpolated from observed gravity values.
 PC0530
 PC0530;                    North         East    Units  Estimated Accuracy
 PC0530;SPC OR S     -   177,370.    1,236,520.      MT  (+/- 180 meters Scaled)
 PC0530
 PC0530                          SUPERSEDED SURVEY CONTROL
 PC0530
 PC0530  NGVD 29 (??/??/92)  847.294  (m)         2779.83   (f) ADJ UNCH    2 0
 PC0530
 PC0530.Superseded values are not recommended for survey control.
 PC0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0530.See file dsdata.txt to determine how the superseded data were derived.
 PC0530
 PC0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN395852(NAD 83)
 PC0530_MARKER: DB = BENCH MARK DISK
 PC0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PC0530_STAMPING: E 361 1942
 PC0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0530+STABILITY: SURFACE MOTION
 PC0530
 PC0530  HISTORY     - Date     Condition        Report By
 PC0530  HISTORY     - 1942     MONUMENTED       CGS
 PC0530  HISTORY     - 20010806 MARK NOT FOUND   USPSQD
 PC0530
 PC0530                          STATION DESCRIPTION
 PC0530
 PC0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PC0530'19.8 MI NW FROM TENMILE.
 PC0530'ALONG A GRAVEL ROAD FROM TENMILE TO TIOGA, 40 FEET EAST OF CENTER LINE
 PC0530'OF ROAD, 32 FEET SOUTH OF A TRIANGULAR BLAZED 26 INCH FIR TREE WITNESS
 PC0530'POST HAS BEEN SET MARKED U S B M.
 PC0530
 PC0530                          STATION RECOVERY (2001)
 PC0530
 PC0530'RECOVERY NOTE BY US POWER SQUADRON 2001 (AES)
 PC0530'CHANGE 'GRAVEL ROAD' TO PAVED ROAD. NO BLAZED TREE OR WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0185 ***********************************************************************
 PC0185  DESIGNATION -  E 362
 PC0185  PID         -  PC0185
 PC0185  STATE/COUNTY-  OR/LANE
 PC0185  USGS QUAD   -  LOWELL (1986)
 PC0185
 PC0185                         *CURRENT SURVEY CONTROL
 PC0185  ___________________________________________________________________
 PC0185* NAD 83(1986)-  43 54 45.     (N)    122 47 55.     (W)     SCALED    
 PC0185* NAVD 88     -       203.808  (meters)     668.66   (feet)  ADJUSTED  
 PC0185  ___________________________________________________________________
 PC0185  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 PC0185  DYNAMIC HT  -         203.764 (meters)     668.52  (feet)  COMP
 PC0185  MODELED GRAV-     980,397.0   (mgal)                       NAVD 88
 PC0185
 PC0185  VERT ORDER  -  SECOND    CLASS 0
 PC0185
 PC0185.The horizontal coordinates were scaled from a topographic map and have
 PC0185.an estimated accuracy of +/- 6 seconds.
 PC0185
 PC0185.The orthometric height was determined by differential leveling
 PC0185.and adjusted in June 1991.
 PC0185
 PC0185.The geoid height was determined by GEOID03.
 PC0185
 PC0185.The dynamic height is computed by dividing the NAVD 88
 PC0185.geopotential number by the normal gravity value computed on the
 PC0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0185.degrees latitude (g = 980.6199 gals.).
 PC0185
 PC0185.The modeled gravity was interpolated from observed gravity values.
 PC0185
 PC0185;                    North         East    Units  Estimated Accuracy
 PC0185;SPC OR S     -   252,020.    1,315,390.      MT  (+/- 180 meters Scaled)
 PC0185
 PC0185                          SUPERSEDED SURVEY CONTROL
 PC0185
 PC0185  NGVD 29 (??/??/92)  202.698  (m)          665.02   (f) ADJ UNCH    2 0
 PC0185
 PC0185.Superseded values are not recommended for survey control.
 PC0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0185.See file dsdata.txt to determine how the superseded data were derived.
 PC0185
 PC0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP161621(NAD 83)
 PC0185_MARKER: DB = BENCH MARK DISK
 PC0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PC0185_STAMPING: E 362 1942
 PC0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0185+STABILITY: SURFACE MOTION
 PC0185
 PC0185  HISTORY     - Date     Condition        Report By
 PC0185  HISTORY     - 1942     MONUMENTED       CGS
 PC0185  HISTORY     - 1954     MARK NOT FOUND   NGS
 PC0185  HISTORY     - 1984     MARK NOT FOUND   USGS
 PC0185  HISTORY     - 19840523 MARK NOT FOUND   USGS
 PC0185
 PC0185                          STATION DESCRIPTION
 PC0185
 PC0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PC0185'12.5 MI SE FROM GOSHEN.
 PC0185'12.5 MILES SOUTHEAST OF THE POST OFFICE.  ALONG STATE HIGHWAY 58, 40
 PC0185'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY BETWEEN REVERSED CURVES,
 PC0185'600 FEET EAST OF A FARM HOUSE, 2 FEET NORTH OF A FENCE AND 2 FEET EAST
 PC0185'OF A TELEPHONE POLE.  WITNESS POST SET.
 PC0185
 PC0185                          STATION RECOVERY (1954)
 PC0185
 PC0185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 PC0185'MARK NOT FOUND.
 PC0185
 PC0185                          STATION RECOVERY (1984)
 PC0185
 PC0185'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 PC0185'MARK NOT FOUND.
 PC0185
 PC0185                          STATION RECOVERY (1984)
 PC0185
 PC0185'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984 (JRS)
 PC0185'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0518 ***********************************************************************
 PB0518  DESIGNATION -  E 363
 PB0518  PID         -  PB0518
 PB0518  STATE/COUNTY-  OR/KLAMATH
 PB0518  USGS QUAD   -  ODELL LAKE (1981)
 PB0518
 PB0518                         *CURRENT SURVEY CONTROL
 PB0518  ___________________________________________________________________
 PB0518* NAD 83(1986)-  43 33 27.     (N)    121 56 34.     (W)     SCALED    
 PB0518* NAVD 88     -      1458.730  (meters)    4785.85   (feet)  ADJUSTED  
 PB0518  ___________________________________________________________________
 PB0518  GEOID HEIGHT-         -21.16  (meters)                     GEOID03
 PB0518  DYNAMIC HT  -        1457.997 (meters)    4783.45  (feet)  COMP
 PB0518  MODELED GRAV-     980,065.5   (mgal)                       NAVD 88
 PB0518
 PB0518  VERT ORDER  -  SECOND    CLASS 0
 PB0518
 PB0518.The horizontal coordinates were scaled from a topographic map and have
 PB0518.an estimated accuracy of +/- 6 seconds.
 PB0518
 PB0518.The orthometric height was determined by differential leveling
 PB0518.and adjusted in June 1991.
 PB0518
 PB0518.The geoid height was determined by GEOID03.
 PB0518
 PB0518.The dynamic height is computed by dividing the NAVD 88
 PB0518.geopotential number by the normal gravity value computed on the
 PB0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0518.degrees latitude (g = 980.6199 gals.).
 PB0518
 PB0518.The modeled gravity was interpolated from observed gravity values.
 PB0518
 PB0518;                    North         East    Units  Estimated Accuracy
 PB0518;SPC OR S     -   211,050.    1,383,440.      MT  (+/- 180 meters Scaled)
 PB0518
 PB0518                          SUPERSEDED SURVEY CONTROL
 PB0518
 PB0518  NGVD 29 (??/??/92) 1457.442  (m)         4781.62   (f) ADJ UNCH    2 0
 PB0518
 PB0518.Superseded values are not recommended for survey control.
 PB0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0518.See file dsdata.txt to determine how the superseded data were derived.
 PB0518
 PB0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP853232(NAD 83)
 PB0518_MARKER: DB = BENCH MARK DISK
 PB0518_SETTING: 80 = SET IN A BOULDER
 PB0518_SP_SET: BOULDER
 PB0518_STAMPING: E 363 1942
 PB0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0518+STABILITY: SURFACE MOTION
 PB0518
 PB0518  HISTORY     - Date     Condition        Report By
 PB0518  HISTORY     - 1942     MONUMENTED       CGS
 PB0518
 PB0518                          STATION DESCRIPTION
 PB0518
 PB0518'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PB0518'1.6 MI N FROM ODELL LAKE LODGE.
 PB0518'ALONG ELK LAKE ROAD, 0.9 MILE NORTHEAST OF OREGON STATE HIGHWAY 58 15
 PB0518'FEET SOUTH OF CENTER LINE OF ROAD, AT TURN OF ROAD, IN LARGE BOULDER.
 PB0518'WITNESS POST SET.  NOTE--THE MARK IS 5.0 MILES NORTH OF CRESCENT LAKE
 PB0518'INSTEAD OF 4.0 MILES.  THIS 1.0 MILE CORRECTION APPLYES TO ALL MARKS
 PB0518'RECOVERED FOR ABOUT 20.0 MILES NORTH OF CRESCENT LAKE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1024 ***********************************************************************
 QD1024  DESIGNATION -  E 364
 QD1024  PID         -  QD1024
 QD1024  STATE/COUNTY-  OR/DESCHUTES
 QD1024  USGS QUAD   -  SISTERS (1988)
 QD1024
 QD1024                         *CURRENT SURVEY CONTROL
 QD1024  ___________________________________________________________________
 QD1024* NAD 83(1986)-  44 17 28.     (N)    121 33 49.     (W)     SCALED    
 QD1024* NAVD 88     -       974.077  (meters)    3195.78   (feet)  POSTED    
 QD1024  ___________________________________________________________________
 QD1024  GEOID HEIGHT-         -21.30  (meters)                     GEOID03
 QD1024  DYNAMIC HT  -         973.730 (meters)    3194.65  (feet)  COMP
 QD1024  MODELED GRAV-     980,227.8   (mgal)                       NAVD 88
 QD1024
 QD1024  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 QD1024
 QD1024.The horizontal coordinates were scaled from a topographic map and have
 QD1024.an estimated accuracy of +/- 6 seconds.
 QD1024
 QD1024.The orthometric height was determined by differential leveling
 QD1024.and adjusted by the  in 1992.
 QD1024.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 QD1024.rate of 1.1 thru 2.0 mm/km.
 QD1024
 QD1024.The geoid height was determined by GEOID03.
 QD1024
 QD1024.The dynamic height is computed by dividing the NAVD 88
 QD1024.geopotential number by the normal gravity value computed on the
 QD1024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1024.degrees latitude (g = 980.6199 gals.).
 QD1024
 QD1024.The modeled gravity was interpolated from observed gravity values.
 QD1024
 QD1024;                    North         East    Units  Estimated Accuracy
 QD1024;SPC OR S     -   292,090.    1,415,110.      MT  (+/- 180 meters Scaled)
 QD1024
 QD1024                          SUPERSEDED SURVEY CONTROL
 QD1024
 QD1024  NGVD 29 (??/??/92)  972.928  (m)         3192.01   (f) ADJ UNCH    1 2
 QD1024
 QD1024.Superseded values are not recommended for survey control.
 QD1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1024.See file dsdata.txt to determine how the superseded data were derived.
 QD1024
 QD1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ145052(NAD 83)
 QD1024_MARKER: DB = BENCH MARK DISK
 QD1024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD1024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QD1024_STAMPING: E 364 1943
 QD1024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD1024+STABILITY: SURFACE MOTION
 QD1024
 QD1024  HISTORY     - Date     Condition        Report By
 QD1024  HISTORY     - 1943     MONUMENTED       CGS
 QD1024  HISTORY     - 1987     MARK NOT FOUND   NGS
 QD1024
 QD1024                          STATION DESCRIPTION
 QD1024
 QD1024'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 QD1024'0.8 MI W FROM SISTERS.
 QD1024'THIS MARK IS ABOUT 0.8 MILES WEST ALONG U.S. HIGHWAY 28 FROM THE POST
 QD1024'OFFICE AT SISTERS, DESCHUTES COUNTY, 102.0 FEET NORTHWEST OF THE
 QD1024'NORTHWEST CORNER OF A LARGE FLAT TYPE OF BARN, 112.0 FEET SOUTHWEST OF
 QD1024'THE CENTER LINE OF A ROAD RUNNING NORTHWEST, 46.0 FEET NORTH OF THE
 QD1024'CENTER LINE OF THE HIGHWAY, PROJECTING ABOUT 4-INCHES ABOVE THE
 QD1024'GROUND, 2.0 FEET SOUTH OF A WHITE REFERENCE POST.
 QD1024
 QD1024                          STATION RECOVERY (1987)
 QD1024
 QD1024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QD1024'AFTER A THOROUGH SEARCH NO EVIDENCE OF THE MARK WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0558 ***********************************************************************
 PC0558  DESIGNATION -  E 365
 PC0558  PID         -  PC0558
 PC0558  STATE/COUNTY-  OR/COOS
 PC0558  USGS QUAD   -  GOLDEN FALLS (1990)
 PC0558
 PC0558                         *CURRENT SURVEY CONTROL
 PC0558  ___________________________________________________________________
 PC0558* NAD 83(1986)-  43 25 22.     (N)    123 55 14.     (W)     SCALED    
 PC0558* NAVD 88     -        75.870  (meters)     248.92   (feet)  ADJUSTED  
 PC0558  ___________________________________________________________________
 PC0558  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 PC0558  DYNAMIC HT  -          75.857 (meters)     248.87  (feet)  COMP
 PC0558  MODELED GRAV-     980,454.0   (mgal)                       NAVD 88
 PC0558
 PC0558  VERT ORDER  -  SECOND    CLASS 0
 PC0558
 PC0558.The horizontal coordinates were scaled from a topographic map and have
 PC0558.an estimated accuracy of +/- 6 seconds.
 PC0558
 PC0558.The orthometric height was determined by differential leveling
 PC0558.and adjusted in June 1991.
 PC0558
 PC0558.The geoid height was determined by GEOID03.
 PC0558
 PC0558.The dynamic height is computed by dividing the NAVD 88
 PC0558.geopotential number by the normal gravity value computed on the
 PC0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0558.degrees latitude (g = 980.6199 gals.).
 PC0558
 PC0558.The modeled gravity was interpolated from observed gravity values.
 PC0558
 PC0558;                    North         East    Units  Estimated Accuracy
 PC0558;SPC OR S     -   200,730.    1,223,110.      MT  (+/- 180 meters Scaled)
 PC0558
 PC0558                          SUPERSEDED SURVEY CONTROL
 PC0558
 PC0558  NGVD 29 (??/??/92)   74.776  (m)          245.33   (f) ADJ UNCH    2 0
 PC0558
 PC0558.Superseded values are not recommended for survey control.
 PC0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0558.See file dsdata.txt to determine how the superseded data were derived.
 PC0558
 PC0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP254081(NAD 83)
 PC0558_MARKER: DB = BENCH MARK DISK
 PC0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0558_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PC0558_STAMPING: E 365 1942
 PC0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0558+STABILITY: SURFACE MOTION
 PC0558
 PC0558  HISTORY     - Date     Condition        Report By
 PC0558  HISTORY     - 1942     MONUMENTED       CGS
 PC0558
 PC0558                          STATION DESCRIPTION
 PC0558
 PC0558'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PC0558'12.3 MI NE FROM ALLEGANY.
 PC0558'ALONG EAST FORK MILLICOMA RIVER ROAD, 4.6 MILES SOUTH OF JUNCTION WITH
 PC0558'LOON LAKE ROAD, AT THE MILLICOMA CAMP OF THE TRI-COUNTY LOGGING
 PC0558'COMPANY, IN A FENCE CORNER IN FRONT OF C.E. DICKS HOME, WITNESS POST
 PC0558'SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1213 ***********************************************************************
 QD1213  DESIGNATION -  E 365
 QD1213  PID         -  QD1213
 QD1213  STATE/COUNTY-  OR/WASCO
 QD1213  USGS QUAD   -  PINHEAD BUTTES (1997)
 QD1213
 QD1213                         *CURRENT SURVEY CONTROL
 QD1213  ___________________________________________________________________
 QD1213* NAD 83(1986)-  44 58 45.     (N)    121 47 25.     (W)     SCALED    
 QD1213* NAVD 88     -      1150.839  (meters)    3775.71   (feet)  ADJUSTED  
 QD1213  ___________________________________________________________________
 QD1213  GEOID HEIGHT-         -21.09  (meters)                     GEOID03
 QD1213  DYNAMIC HT  -        1150.504 (meters)    3774.61  (feet)  COMP
 QD1213  MODELED GRAV-     980,285.8   (mgal)                       NAVD 88
 QD1213
 QD1213  VERT ORDER  -  SECOND    CLASS 0
 QD1213
 QD1213.The horizontal coordinates were scaled from a topographic map and have
 QD1213.an estimated accuracy of +/- 6 seconds.
 QD1213
 QD1213.The orthometric height was determined by differential leveling
 QD1213.and adjusted in June 1991.
 QD1213
 QD1213.The geoid height was determined by GEOID03.
 QD1213
 QD1213.The dynamic height is computed by dividing the NAVD 88
 QD1213.geopotential number by the normal gravity value computed on the
 QD1213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1213.degrees latitude (g = 980.6199 gals.).
 QD1213
 QD1213.The modeled gravity was interpolated from observed gravity values.
 QD1213
 QD1213;                    North         East    Units  Estimated Accuracy
 QD1213;SPC OR N     -   146,660.    2,398,240.      MT  (+/- 180 meters Scaled)
 QD1213
 QD1213                          SUPERSEDED SURVEY CONTROL
 QD1213
 QD1213  NGVD 29 (??/??/92) 1149.705  (m)         3771.99   (f) ADJ UNCH    2 0
 QD1213
 QD1213.Superseded values are not recommended for survey control.
 QD1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1213.See file dsdata.txt to determine how the superseded data were derived.
 QD1213
 QD1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ953813(NAD 83)
 QD1213_MARKER: DB = BENCH MARK DISK
 QD1213_SETTING: 80 = SET IN A BOULDER
 QD1213_SP_SET: BOULDER
 QD1213_STAMPING: E 365 1942
 QD1213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD1213+STABILITY: SURFACE MOTION
 QD1213
 QD1213  HISTORY     - Date     Condition        Report By
 QD1213  HISTORY     - 1942     MONUMENTED       CGS
 QD1213  HISTORY     - 1943     GOOD             NGS
 QD1213  HISTORY     - 1954     MARK NOT FOUND   NGS
 QD1213
 QD1213                          STATION DESCRIPTION
 QD1213
 QD1213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QD1213'12.1 MI S FROM CLACKAMAS RANGER STATION.
 QD1213'ABOUT 12.1 MILES SOUTH ALONG THE OREGON SKYLINE ROAD FROM CLACKAMAS
 QD1213'RANGER STATION, CLACKAMAS COUNTY, 0.1 MILE SOUTH OF MILEPOST 21, SET
 QD1213'IN THE TOP OF A BOULDER, 51.0 FEET EAST OF THE CENTER LINE OF THE
 QD1213'ROAD.
 QD1213
 QD1213                          STATION RECOVERY (1954)
 QD1213
 QD1213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 QD1213'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0708 ***********************************************************************
 QD0708  DESIGNATION -  E 366
 QD0708  PID         -  QD0708
 QD0708  STATE/COUNTY-  OR/JEFFERSON
 QD0708  USGS QUAD   -  OPAL CITY (1992)
 QD0708
 QD0708                         *CURRENT SURVEY CONTROL
 QD0708  ___________________________________________________________________
 QD0708* NAD 83(1986)-  44 27 06.     (N)    121 13 42.     (W)     SCALED    
 QD0708* NAVD 88     -       872.859  (meters)    2863.70   (feet)  ADJUSTED  
 QD0708  ___________________________________________________________________
 QD0708  GEOID HEIGHT-         -21.21  (meters)                     GEOID03
 QD0708  DYNAMIC HT  -         872.606 (meters)    2862.87  (feet)  COMP
 QD0708  MODELED GRAV-     980,298.5   (mgal)                       NAVD 88
 QD0708
 QD0708  VERT ORDER  -  SECOND    CLASS 0
 QD0708
 QD0708.The horizontal coordinates were scaled from a topographic map and have
 QD0708.an estimated accuracy of +/- 6 seconds.
 QD0708
 QD0708.The orthometric height was determined by differential leveling
 QD0708.and adjusted in June 1991.
 QD0708
 QD0708.The geoid height was determined by GEOID03.
 QD0708
 QD0708.The dynamic height is computed by dividing the NAVD 88
 QD0708.geopotential number by the normal gravity value computed on the
 QD0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0708.degrees latitude (g = 980.6199 gals.).
 QD0708
 QD0708.The modeled gravity was interpolated from observed gravity values.
 QD0708
 QD0708;                    North         East    Units  Estimated Accuracy
 QD0708;SPC OR N     -    87,490.    2,442,030.      MT  (+/- 180 meters Scaled)
 QD0708
 QD0708                          SUPERSEDED SURVEY CONTROL
 QD0708
 QD0708  NGVD 29 (??/??/92)  871.769  (m)         2860.13   (f) ADJ UNCH    2 0
 QD0708
 QD0708.Superseded values are not recommended for survey control.
 QD0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0708.See file dsdata.txt to determine how the superseded data were derived.
 QD0708
 QD0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ409235(NAD 83)
 QD0708_MARKER: DB = BENCH MARK DISK
 QD0708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD0708_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QD0708_STAMPING: E 366 1942
 QD0708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0708+STABILITY: SURFACE MOTION
 QD0708
 QD0708  HISTORY     - Date     Condition        Report By
 QD0708  HISTORY     - 1942     MONUMENTED       CGS
 QD0708  HISTORY     - 1961     MARK NOT FOUND   NGS
 QD0708
 QD0708                          STATION DESCRIPTION
 QD0708
 QD0708'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QD0708'0.9 MI SW FROM OPAL CITY.
 QD0708'ALONG THE UNION PACIFIC RAILROAD FROM THE RAILROAD STATION, 250 FEET
 QD0708'SOUTHEAST OF MILE-POST 60, 50 FEET EAST OF THE CENTERLINE OF THE
 QD0708'RAILROAD.
 QD0708
 QD0708                          STATION RECOVERY (1961)
 QD0708
 QD0708'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 QD0708'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0280 ***********************************************************************
 QD0280  DESIGNATION -  E 367
 QD0280  PID         -  QD0280
 QD0280  STATE/COUNTY-  OR/CROOK
 QD0280  USGS QUAD   -  HUSTON LAKE (1962)
 QD0280
 QD0280                         *CURRENT SURVEY CONTROL
 QD0280  ___________________________________________________________________
 QD0280* NAD 83(1986)-  44 19 40.     (N)    120 52 44.     (W)     SCALED    
 QD0280* NAVD 88     -       872.663  (meters)    2863.06   (feet)  ADJUSTED  
 QD0280  ___________________________________________________________________
 QD0280  GEOID HEIGHT-         -20.61  (meters)                     GEOID03
 QD0280  DYNAMIC HT  -         872.385 (meters)    2862.15  (feet)  COMP
 QD0280  MODELED GRAV-     980,269.7   (mgal)                       NAVD 88
 QD0280
 QD0280  VERT ORDER  -  SECOND    CLASS 0
 QD0280
 QD0280.The horizontal coordinates were scaled from a topographic map and have
 QD0280.an estimated accuracy of +/- 6 seconds.
 QD0280
 QD0280.The orthometric height was determined by differential leveling
 QD0280.and adjusted in June 1991.
 QD0280
 QD0280.The geoid height was determined by GEOID03.
 QD0280
 QD0280.The dynamic height is computed by dividing the NAVD 88
 QD0280.geopotential number by the normal gravity value computed on the
 QD0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0280.degrees latitude (g = 980.6199 gals.).
 QD0280
 QD0280.The modeled gravity was interpolated from observed gravity values.
 QD0280
 QD0280;                    North         East    Units  Estimated Accuracy
 QD0280;SPC OR S     -   295,700.    1,469,780.      MT  (+/- 180 meters Scaled)
 QD0280
 QD0280                          SUPERSEDED SURVEY CONTROL
 QD0280
 QD0280  NGVD 29 (??/??/92)  871.550  (m)         2859.41   (f) ADJ UNCH    2 0
 QD0280
 QD0280.Superseded values are not recommended for survey control.
 QD0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0280.See file dsdata.txt to determine how the superseded data were derived.
 QD0280
 QD0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ691104(NAD 83)
 QD0280_MARKER: DB = BENCH MARK DISK
 QD0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD0280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QD0280_STAMPING: E 367 1942
 QD0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0280+STABILITY: SURFACE MOTION
 QD0280
 QD0280  HISTORY     - Date     Condition        Report By
 QD0280  HISTORY     - 1942     MONUMENTED       CGS
 QD0280  HISTORY     - 1959     MARK NOT FOUND   NGS
 QD0280  HISTORY     - 19880714 MARK NOT FOUND   NGS
 QD0280
 QD0280                          STATION DESCRIPTION
 QD0280
 QD0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QD0280'0.8 MI NW FROM PRINEVILLE.
 QD0280'ALONG (OREGON STATE HIGHWAY NO. 27) FROM THE RAILROAD STATION, 70 FEET
 QD0280'NORTHEAST OF THE CENTERLINE OF THE RAILROAD, 29 FEET NORTHEAST OF THE
 QD0280'CENTERLINE OF THE HIGHWAY, 1 FOOT SOUTHEAST OF A FENCE LINE, A WITNESS
 QD0280'POST HAS BEEN SET.
 QD0280
 QD0280                          STATION RECOVERY (1959)
 QD0280
 QD0280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 QD0280'MARK NOT FOUND.
 QD0280
 QD0280                          STATION RECOVERY (1988)
 QD0280
 QD0280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QD0280'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0470 ***********************************************************************
 QD0470  DESIGNATION -  E 368
 QD0470  PID         -  QD0470
 QD0470  STATE/COUNTY-  OR/WASCO
 QD0470  USGS QUAD   -  HASTINGS PEAK (1987)
 QD0470
 QD0470                         *CURRENT SURVEY CONTROL
 QD0470  ___________________________________________________________________
 QD0470* NAD 83(1986)-  44 54 09.     (N)    120 35 44.     (W)     SCALED    
 QD0470* NAVD 88     -      1086.759  (meters)    3565.48   (feet)  ADJUSTED  
 QD0470  ___________________________________________________________________
 QD0470  GEOID HEIGHT-         -20.42  (meters)                     GEOID03
 QD0470  DYNAMIC HT  -        1086.462 (meters)    3564.50  (feet)  COMP
 QD0470  MODELED GRAV-     980,305.9   (mgal)                       NAVD 88
 QD0470
 QD0470  VERT ORDER  -  FIRST     CLASS II
 QD0470
 QD0470.The horizontal coordinates were scaled from a topographic map and have
 QD0470.an estimated accuracy of +/- 6 seconds.
 QD0470
 QD0470.The orthometric height was determined by differential leveling
 QD0470.and adjusted in June 1991.
 QD0470
 QD0470.The geoid height was determined by GEOID03.
 QD0470
 QD0470.The dynamic height is computed by dividing the NAVD 88
 QD0470.geopotential number by the normal gravity value computed on the
 QD0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0470.degrees latitude (g = 980.6199 gals.).
 QD0470
 QD0470.The modeled gravity was interpolated from observed gravity values.
 QD0470
 QD0470;                    North         East    Units  Estimated Accuracy
 QD0470;SPC OR N     -   137,330.    2,492,450.      MT  (+/- 180 meters Scaled)
 QD0470
 QD0470                          SUPERSEDED SURVEY CONTROL
 QD0470
 QD0470  NGVD 29 (??/??/92) 1085.599  (m)         3561.67   (f) ADJ UNCH    1 2
 QD0470
 QD0470.Superseded values are not recommended for survey control.
 QD0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0470.See file dsdata.txt to determine how the superseded data were derived.
 QD0470
 QD0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ898749(NAD 83)
 QD0470_MARKER: DB = BENCH MARK DISK
 QD0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD0470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QD0470_STAMPING: E 368 1942
 QD0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0470+STABILITY: SURFACE MOTION
 QD0470
 QD0470  HISTORY     - Date     Condition        Report By
 QD0470  HISTORY     - 1942     MONUMENTED       CGS
 QD0470  HISTORY     - 1943     GOOD             NGS
 QD0470
 QD0470                          STATION DESCRIPTION
 QD0470
 QD0470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QD0470'7.5 MI E FROM ANTELOPE.
 QD0470'THIS MARK IS ABOUT 7.5 MILES EAST ALONG THE ANTELOPE-FOSSIL ROAD FROM
 QD0470'THE POST OFFICE AT ANTELOPE, WASCO COUNTY, 7.5 MILES WEST OF CLARNO,
 QD0470'0.8 MILE SOUTHEAST OF THE SUMMIT OF A MOUNTAIN, 0.3 MILE SOUTHEAST OF
 QD0470'A SWITCH-BACK, SET ON THE OUTSIDE AND NEAR THE NORTHWEST END OF A S
 QD0470'CURVE, 100 FEET WEST OF THE CENTER LINE OF A ROAD LEADING SOUTH ACROSS
 QD0470'A HILL, 7.0 FEET NORTHWEST OF NORTHWEST CORNER OF A ROCK CRIB, 2.0
 QD0470'FEET NORTHEAST OF A FENCE, 8.8 FEET NORTHWEST OF ANGLE IN FENCE, 39.0
 QD0470'FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, PROJECTING ABOUT
 QD0470'4-INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1070 ***********************************************************************
 QD1070  DESIGNATION -  E 369
 QD1070  PID         -  QD1070
 QD1070  STATE/COUNTY-  OR/DESCHUTES
 QD1070  USGS QUAD   -  BROKEN TOP (1988)
 QD1070
 QD1070                         *CURRENT SURVEY CONTROL
 QD1070  ___________________________________________________________________
 QD1070* NAD 83(1986)-  44 00 51.     (N)    121 40 41.     (W)     SCALED    
 QD1070* NAVD 88     -      1875.575  (meters)    6153.45   (feet)  ADJUSTED  
 QD1070  ___________________________________________________________________
 QD1070  GEOID HEIGHT-         -20.35  (meters)                     GEOID03
 QD1070  DYNAMIC HT  -        1874.594 (meters)    6150.23  (feet)  COMP
 QD1070  MODELED GRAV-     980,027.5   (mgal)                       NAVD 88
 QD1070
 QD1070  VERT ORDER  -  SECOND    CLASS 0
 QD1070
 QD1070.The horizontal coordinates were scaled from a topographic map and have
 QD1070.an estimated accuracy of +/- 6 seconds.
 QD1070
 QD1070.The orthometric height was determined by differential leveling
 QD1070.and adjusted in June 1991.
 QD1070
 QD1070.The geoid height was determined by GEOID03.
 QD1070
 QD1070.The dynamic height is computed by dividing the NAVD 88
 QD1070.geopotential number by the normal gravity value computed on the
 QD1070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1070.degrees latitude (g = 980.6199 gals.).
 QD1070
 QD1070.The modeled gravity was interpolated from observed gravity values.
 QD1070
 QD1070;                    North         East    Units  Estimated Accuracy
 QD1070;SPC OR S     -   261,440.    1,405,540.      MT  (+/- 180 meters Scaled)
 QD1070
 QD1070                          SUPERSEDED SURVEY CONTROL
 QD1070
 QD1070  NGVD 29 (??/??/92) 1874.252  (m)         6149.11   (f) ADJ UNCH    2 0
 QD1070
 QD1070.Superseded values are not recommended for survey control.
 QD1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1070.See file dsdata.txt to determine how the superseded data were derived.
 QD1070
 QD1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP059742(NAD 83)
 QD1070_MARKER: DB = BENCH MARK DISK
 QD1070_SETTING: 80 = SET IN A BOULDER
 QD1070_SP_SET: BOULDER
 QD1070_STAMPING: E 369 1942
 QD1070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD1070+STABILITY: SURFACE MOTION
 QD1070
 QD1070  HISTORY     - Date     Condition        Report By
 QD1070  HISTORY     - 1942     MONUMENTED       CGS
 QD1070  HISTORY     - 1963     GOOD             NGS
 QD1070
 QD1070                          STATION DESCRIPTION
 QD1070
 QD1070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 QD1070'23.3 MI SW FROM BEND.
 QD1070'23.3 MILES SOUTHWEST ALONG CENTURY DRIVE FORM THE POST OFFICE AT BEND,
 QD1070'1.7 MILES WEST OF THE JUNCTION WITH THE ROAD GOING TO BACHELOR SKI
 QD1070'LIFT, 30 FEET WEST OF THE CENTER OF THE ROAD AND 2 FEET NORTH OF A
 QD1070'METAL WITNESS POST IN A 3 BY 3 FOOT BOULDER THAT PROJECTS 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH0865 ***********************************************************************
 OH0865  DESIGNATION -  E 37
 OH0865  PID         -  OH0865
 OH0865  STATE/COUNTY-  OR/MALHEUR
 OH0865  USGS QUAD   -  VALE EAST (1975)
 OH0865
 OH0865                         *CURRENT SURVEY CONTROL
 OH0865  ___________________________________________________________________
 OH0865* NAD 83(1986)-  43 58 55.     (N)    117 14 08.     (W)     SCALED    
 OH0865* NAVD 88     -       684.472  (meters)    2245.64   (feet)  POSTED    
 OH0865  ___________________________________________________________________
 OH0865  GEOID HEIGHT-         -17.96  (meters)                     GEOID03
 OH0865  DYNAMIC HT  -         684.260 (meters)    2244.94  (feet)  COMP
 OH0865  MODELED GRAV-     980,289.2   (mgal)                       NAVD 88
 OH0865
 OH0865  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 OH0865
 OH0865.The horizontal coordinates were scaled from a topographic map and have
 OH0865.an estimated accuracy of +/- 6 seconds.
 OH0865
 OH0865.The orthometric height was determined by differential leveling
 OH0865.and adjusted by the  in 1992.
 OH0865.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 OH0865.was located on a no-check spur therefore a value was not computed.
 OH0865.No vertical observational check was made to the station.
 OH0865
 OH0865.The geoid height was determined by GEOID03.
 OH0865
 OH0865.The dynamic height is computed by dividing the NAVD 88
 OH0865.geopotential number by the normal gravity value computed on the
 OH0865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0865.degrees latitude (g = 980.6199 gals.).
 OH0865
 OH0865.The modeled gravity was interpolated from observed gravity values.
 OH0865
 OH0865;                    North         East    Units  Estimated Accuracy
 OH0865;SPC OR S     -   262,300.    1,761,840.      MT  (+/- 180 meters Scaled)
 OH0865
 OH0865                          SUPERSEDED SURVEY CONTROL
 OH0865
 OH0865  NGVD 29 (??/??/92)  683.475  (m)         2242.37   (f) ADJ UNCH    1 2
 OH0865
 OH0865.Superseded values are not recommended for survey control.
 OH0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0865.See file dsdata.txt to determine how the superseded data were derived.
 OH0865
 OH0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ811698(NAD 83)
 OH0865_MARKER: DD = SURVEY DISK
 OH0865_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OH0865_STAMPING: 2242.889 E 37 1930
 OH0865_MARK LOGO: ORDT  
 OH0865_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OH0865
 OH0865  HISTORY     - Date     Condition        Report By
 OH0865  HISTORY     - 1930     MONUMENTED       ORDT
 OH0865  HISTORY     - 1963     GOOD             NGS
 OH0865  HISTORY     - 1985     GOOD             NGS
 OH0865  HISTORY     - 20070714 MARK NOT FOUND   NGS
 OH0865
 OH0865                          STATION DESCRIPTION
 OH0865
 OH0865'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 OH0865'IN VALE.
 OH0865'AT THE EAST EDGE OF THE CITY OF VALE ON U.S. HIGHWAYS 20 AND 26, AT
 OH0865'THE WEST END OF THE STEEL SPAN OVER MALHEUR RIVER, AT THE EXTREME
 OH0865'SOUTH (UPSTREAM) END OF THE PIER AND UNDER THE BOARD SIDEWALK. NOTE--
 OH0865'A BOARD MUST BE REMOVED FROM THE SIDEWALK BEFORE A ROD CAN BE PLUMBED
 OH0865'OVER THIS BENCH MARK.
 OH0865
 OH0865                          STATION RECOVERY (1985)
 OH0865
 OH0865'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OH0865'RECOVERED IN GOOD CONDITION.
 OH0865
 OH0865                          STATION RECOVERY (2007)
 OH0865
 OH0865'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2007 (DW)
 OH0865'BRIDGE HAS BEEN REPLACED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0523 ***********************************************************************
 PB0523  DESIGNATION -  E 370
 PB0523  PID         -  PB0523
 PB0523  STATE/COUNTY-  OR/DESCHUTES
 PB0523  USGS QUAD   -  DAVIS MOUNTAIN (1981)
 PB0523
 PB0523                         *CURRENT SURVEY CONTROL
 PB0523  ___________________________________________________________________
 PB0523* NAD 83(1986)-  43 43 56.     (N)    121 47 11.     (W)     SCALED    
 PB0523* NAVD 88     -      1320.021  (meters)    4330.77   (feet)  ADJUSTED  
 PB0523  ___________________________________________________________________
 PB0523  GEOID HEIGHT-         -21.11  (meters)                     GEOID03
 PB0523  DYNAMIC HT  -        1319.387 (meters)    4328.69  (feet)  COMP
 PB0523  MODELED GRAV-     980,093.3   (mgal)                       NAVD 88
 PB0523
 PB0523  VERT ORDER  -  SECOND    CLASS 0
 PB0523
 PB0523.The horizontal coordinates were scaled from a topographic map and have
 PB0523.an estimated accuracy of +/- 6 seconds.
 PB0523
 PB0523.The orthometric height was determined by differential leveling
 PB0523.and adjusted in June 1991.
 PB0523
 PB0523.The geoid height was determined by GEOID03.
 PB0523
 PB0523.The dynamic height is computed by dividing the NAVD 88
 PB0523.geopotential number by the normal gravity value computed on the
 PB0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0523.degrees latitude (g = 980.6199 gals.).
 PB0523
 PB0523.The modeled gravity was interpolated from observed gravity values.
 PB0523
 PB0523;                    North         East    Units  Estimated Accuracy
 PB0523;SPC OR S     -   230,250.    1,396,370.      MT  (+/- 180 meters Scaled)
 PB0523
 PB0523                          SUPERSEDED SURVEY CONTROL
 PB0523
 PB0523  NGVD 29 (??/??/92) 1318.762  (m)         4326.64   (f) ADJ UNCH    2 0
 PB0523
 PB0523.Superseded values are not recommended for survey control.
 PB0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0523.See file dsdata.txt to determine how the superseded data were derived.
 PB0523
 PB0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP977428(NAD 83)
 PB0523_MARKER: DB = BENCH MARK DISK
 PB0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0523_STAMPING: E 370 1942
 PB0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0523+STABILITY: SURFACE MOTION
 PB0523
 PB0523  HISTORY     - Date     Condition        Report By
 PB0523  HISTORY     - 1942     MONUMENTED       CGS
 PB0523  HISTORY     - 1958     MARK NOT FOUND   USGS
 PB0523
 PB0523                          STATION DESCRIPTION
 PB0523
 PB0523'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 PB0523'19.7 MI NW FROM LAPINE.
 PB0523'ALONG DALLES-CALIFORNIA HIGHWAY, 3 MILES NORTH.  THENCE, 16.7 MILES
 PB0523'WEST ALONG CRANE PRAIRIE DAM ROAD, 2.5 MILES EAST OF ELK LAKE ROAD AT
 PB0523'SHEEP RIDGE FOREST CAMP, 80 FEET NORTH EAST OF DESCHUTES RIVER BRIDGE,
 PB0523'51 FEET NORTH OF CENTERLINE OF ROAD.  WITNESS POST SET. NOTE-- THIS
 PB0523'BENCH MARK IS SUBMERGED THE WICKIUP RESERVOIR NOW COVERS THE AREA
 PB0523'WHERE THE OLD DESCHUTES RIVER BRIDGE WAS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0473 ***********************************************************************
 RC0473  DESIGNATION -  E 371
 RC0473  PID         -  RC0473
 RC0473  STATE/COUNTY-  OR/WASCO
 RC0473  USGS QUAD   -  SHANIKO (1971)
 RC0473
 RC0473                         *CURRENT SURVEY CONTROL
 RC0473  ___________________________________________________________________
 RC0473* NAD 83(1986)-  45 03 12.     (N)    120 49 12.     (W)     SCALED    
 RC0473* NAVD 88     -      1012.007  (meters)    3320.23   (feet)  POSTED    
 RC0473  ___________________________________________________________________
 RC0473  GEOID HEIGHT-         -20.79  (meters)                     GEOID03
 RC0473  DYNAMIC HT  -        1011.750 (meters)    3319.38  (feet)  COMP
 RC0473  MODELED GRAV-     980,327.7   (mgal)                       NAVD 88
 RC0473
 RC0473  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 RC0473
 RC0473.The horizontal coordinates were scaled from a topographic map and have
 RC0473.an estimated accuracy of +/- 6 seconds.
 RC0473
 RC0473.The orthometric height was determined by differential leveling
 RC0473.and adjusted by the  in 1992.
 RC0473.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 RC0473.rate of 2.1 thru 3.0 mm/km.
 RC0473
 RC0473.The geoid height was determined by GEOID03.
 RC0473
 RC0473.The dynamic height is computed by dividing the NAVD 88
 RC0473.geopotential number by the normal gravity value computed on the
 RC0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0473.degrees latitude (g = 980.6199 gals.).
 RC0473
 RC0473.The modeled gravity was interpolated from observed gravity values.
 RC0473
 RC0473;                    North         East    Units  Estimated Accuracy
 RC0473;SPC OR N     -   154,140.    2,474,800.      MT  (+/- 180 meters Scaled)
 RC0473
 RC0473                          SUPERSEDED SURVEY CONTROL
 RC0473
 RC0473  NGVD 29 (??/??/92) 1010.869  (m)         3316.49   (f) ADJ UNCH    2 0
 RC0473
 RC0473.Superseded values are not recommended for survey control.
 RC0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0473.See file dsdata.txt to determine how the superseded data were derived.
 RC0473
 RC0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ716911(NAD 83)
 RC0473_MARKER: DB = BENCH MARK DISK
 RC0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC0473_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC0473_STAMPING: E 371 1942
 RC0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0473+STABILITY: SURFACE MOTION
 RC0473
 RC0473  HISTORY     - Date     Condition        Report By
 RC0473  HISTORY     - 1942     MONUMENTED       CGS
 RC0473  HISTORY     - 1961     GOOD             NGS
 RC0473
 RC0473                          STATION DESCRIPTION
 RC0473
 RC0473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RC0473'5.6 MI NW FROM SHANIKO.
 RC0473'FROM THE POST OFFICE AT SHANIKO FOLLOW U.S. HIGHWAY 97 FOR 1.5 MILES,
 RC0473'WEST, TURN RIGHT, FOLLOW THE BAKEOVEN ROAD NORTHWEST FOR 4.1 MILES TO
 RC0473'A WIRE GATE ON THE LEFT WITH TWO ROCK-CRIB FENCE POSTS, ON THE RIGHT
 RC0473'OF THE ROAD IS A ROCK-CRIB FENCE CORNER POST, BENCH MARK IS 32 FEET
 RC0473'NORTH OF THE CENTER OF THE ROAD, 1 FOOT SOUTH OF THE NORTH
 RC0473'RIGHT-OF-WAY FENCE, 8 FEET EAST OF THE ROCK-CRIB FENCE CORNER POST, 1
 RC0473'FOOT WEST OF A METAL WITNESS POST, ABOUT FLUSH WITH THE SURFACE OF THE
 RC0473'GROUND AND ABOUT 1 FOOT LOWER THAN THE SURFACE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0187 ***********************************************************************
 PB0187  DESIGNATION -  E 372
 PB0187  PID         -  PB0187
 PB0187  STATE/COUNTY-  OR/DESCHUTES
 PB0187  USGS QUAD   -  HORSE RIDGE (1981)
 PB0187
 PB0187                         *CURRENT SURVEY CONTROL
 PB0187  ___________________________________________________________________
 PB0187* NAD 83(1986)-  43 53 27.     (N)    121 05 29.     (W)     SCALED    
 PB0187* NAVD 88     -      1341.102  (meters)    4399.93   (feet)  ADJUSTED  
 PB0187  ___________________________________________________________________
 PB0187  GEOID HEIGHT-         -20.49  (meters)                     GEOID03
 PB0187  DYNAMIC HT  -        1340.479 (meters)    4397.89  (feet)  COMP
 PB0187  MODELED GRAV-     980,107.6   (mgal)                       NAVD 88
 PB0187
 PB0187  VERT ORDER  -  FIRST     CLASS II
 PB0187
 PB0187.The horizontal coordinates were scaled from a topographic map and have
 PB0187.an estimated accuracy of +/- 6 seconds.
 PB0187
 PB0187.The orthometric height was determined by differential leveling
 PB0187.and adjusted in June 1991.
 PB0187
 PB0187.The geoid height was determined by GEOID03.
 PB0187
 PB0187.The dynamic height is computed by dividing the NAVD 88
 PB0187.geopotential number by the normal gravity value computed on the
 PB0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0187.degrees latitude (g = 980.6199 gals.).
 PB0187
 PB0187.The modeled gravity was interpolated from observed gravity values.
 PB0187
 PB0187;                    North         East    Units  Estimated Accuracy
 PB0187;SPC OR S     -   247,240.    1,452,480.      MT  (+/- 180 meters Scaled)
 PB0187
 PB0187                          SUPERSEDED SURVEY CONTROL
 PB0187
 PB0187  NGVD 29 (??/??/92) 1339.884  (m)         4395.94   (f) ADJ UNCH    1 2
 PB0187
 PB0187.Superseded values are not recommended for survey control.
 PB0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0187.See file dsdata.txt to determine how the superseded data were derived.
 PB0187
 PB0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP533615(NAD 83)
 PB0187_MARKER: DB = BENCH MARK DISK
 PB0187_SETTING: 66 = SET IN ROCK OUTCROP
 PB0187_SP_SET: LAVA ROCK
 PB0187_STAMPING: E 372 1943
 PB0187_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PB0187+STABILITY: POSITION/ELEVATION WELL
 PB0187
 PB0187  HISTORY     - Date     Condition        Report By
 PB0187  HISTORY     - 1943     MONUMENTED       CGS
 PB0187
 PB0187                          STATION DESCRIPTION
 PB0187
 PB0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 PB0187'9.0 MI W FROM MILLICAN.
 PB0187'THIS MARK IS ABOUT 9.0 MILES WEST ALONG THE OLD BEND-BURNS ROAD FROM
 PB0187'MILLICAN, DESCHUTES COUNTY, 2.0 MILES SOUTHEAST OF THE RUINS OF THE
 PB0187'STOOKEY RANCH HOUSE, SET IN THE TOP OF A LAVA ROCK FORMATION, JUST
 PB0187'EAST OF A HIGHER LAVA ROCK, 62.0 FEET WEST OF THE WEST RIGHT-OF-WAY
 PB0187'FENCE, 83.0 FEET WEST OF THE CENTER LINE OF THE ROAD, 5.0 FEET SOUTH
 PB0187'OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0135 ***********************************************************************
 PB0135  DESIGNATION -  E 373
 PB0135  PID         -  PB0135
 PB0135  STATE/COUNTY-  OR/DESCHUTES
 PB0135  USGS QUAD   -  BROTHERS SW (1967)
 PB0135
 PB0135                         *CURRENT SURVEY CONTROL
 PB0135  ___________________________________________________________________
 PB0135* NAD 83(1986)-  43 48 48.     (N)    120 41 58.     (W)     SCALED    
 PB0135* NAVD 88     -      1364.964  (meters)    4478.22   (feet)  ADJUSTED  
 PB0135  ___________________________________________________________________
 PB0135  GEOID HEIGHT-         -20.01  (meters)                     GEOID03
 PB0135  DYNAMIC HT  -        1364.316 (meters)    4476.09  (feet)  COMP
 PB0135  MODELED GRAV-     980,096.9   (mgal)                       NAVD 88
 PB0135
 PB0135  VERT ORDER  -  FIRST     CLASS II
 PB0135
 PB0135.The horizontal coordinates were scaled from a topographic map and have
 PB0135.an estimated accuracy of +/- 6 seconds.
 PB0135
 PB0135.The orthometric height was determined by differential leveling
 PB0135.and adjusted in June 1991.
 PB0135
 PB0135.The geoid height was determined by GEOID03.
 PB0135
 PB0135.The dynamic height is computed by dividing the NAVD 88
 PB0135.geopotential number by the normal gravity value computed on the
 PB0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0135.degrees latitude (g = 980.6199 gals.).
 PB0135
 PB0135.The modeled gravity was interpolated from observed gravity values.
 PB0135
 PB0135;                    North         East    Units  Estimated Accuracy
 PB0135;SPC OR S     -   238,480.    1,483,950.      MT  (+/- 180 meters Scaled)
 PB0135
 PB0135                          SUPERSEDED SURVEY CONTROL
 PB0135
 PB0135  NGVD 29 (??/??/92) 1363.749  (m)         4474.23   (f) ADJ UNCH    1 2
 PB0135
 PB0135.Superseded values are not recommended for survey control.
 PB0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0135.See file dsdata.txt to determine how the superseded data were derived.
 PB0135
 PB0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP850537(NAD 83)
 PB0135_MARKER: DB = BENCH MARK DISK
 PB0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0135_STAMPING: E 373 1943
 PB0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0135+STABILITY: SURFACE MOTION
 PB0135
 PB0135  HISTORY     - Date     Condition        Report By
 PB0135  HISTORY     - 1943     MONUMENTED       CGS
 PB0135
 PB0135                          STATION DESCRIPTION
 PB0135
 PB0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 PB0135'4.4 MI W FROM BROTHERS.
 PB0135'THIS MARK IS ABOUT 3 1/4 MI W ALONG A COUNTY ROAD FROM THE STORE AND
 PB0135'SERVICE STATION AT BROTHERS THENCE ABOUT 1.2 MI W ALONG THE OLD
 PB0135'BEND-BURNS ROAD, DESCHUTES COUNTY, SET AT A POINT WHERE ROAD DESCENDS
 PB0135'INTO VALLEY, 0.2 MILE WEST OF AN OFF SET IN THE SOUTH RIGHT-OF-WAY
 PB0135'FENCE, 2.0 FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE, 41.0 FEET SOUTH
 PB0135'OF THE CENTER LINE OF THE ROAD, PROJECTING ABOUT 3-INCHES ABOVE THE
 PB0135'GROUND, 2.0 FEET WEST OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0520 ***********************************************************************
 PA0520  DESIGNATION -  E 374
 PA0520  PID         -  PA0520
 PA0520  STATE/COUNTY-  OR/LAKE
 PA0520  USGS QUAD   -  HAT BUTTE (1981)
 PA0520
 PA0520                         *CURRENT SURVEY CONTROL
 PA0520  ___________________________________________________________________
 PA0520* NAD 83(1986)-  43 35 16.     (N)    119 57 49.     (W)     SCALED    
 PA0520* NAVD 88     -      1370.297  (meters)    4495.72   (feet)  ADJUSTED  
 PA0520  ___________________________________________________________________
 PA0520  GEOID HEIGHT-         -19.52  (meters)                     GEOID03
 PA0520  DYNAMIC HT  -        1369.628 (meters)    4493.52  (feet)  COMP
 PA0520  MODELED GRAV-     980,082.7   (mgal)                       NAVD 88
 PA0520
 PA0520  VERT ORDER  -  FIRST     CLASS II
 PA0520
 PA0520.The horizontal coordinates were scaled from a topographic map and have
 PA0520.an estimated accuracy of +/- 6 seconds.
 PA0520
 PA0520.The orthometric height was determined by differential leveling
 PA0520.and adjusted in June 1991.
 PA0520
 PA0520.The geoid height was determined by GEOID03.
 PA0520
 PA0520.The dynamic height is computed by dividing the NAVD 88
 PA0520.geopotential number by the normal gravity value computed on the
 PA0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0520.degrees latitude (g = 980.6199 gals.).
 PA0520
 PA0520.The modeled gravity was interpolated from observed gravity values.
 PA0520
 PA0520;                    North         East    Units  Estimated Accuracy
 PA0520;SPC OR S     -   213,540.    1,543,320.      MT  (+/- 180 meters Scaled)
 PA0520
 PA0520                          SUPERSEDED SURVEY CONTROL
 PA0520
 PA0520  NGVD 29 (??/??/92) 1369.080  (m)         4491.72   (f) ADJ UNCH    1 2
 PA0520
 PA0520.Superseded values are not recommended for survey control.
 PA0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0520.See file dsdata.txt to determine how the superseded data were derived.
 PA0520
 PA0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKJ607303(NAD 83)
 PA0520_MARKER: DB = BENCH MARK DISK
 PA0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0520_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PA0520_STAMPING: E 374 1943
 PA0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0520+STABILITY: SURFACE MOTION
 PA0520
 PA0520  HISTORY     - Date     Condition        Report By
 PA0520  HISTORY     - 1943     MONUMENTED       CGS
 PA0520
 PA0520                          STATION DESCRIPTION
 PA0520
 PA0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 PA0520'16.4 MI SE FROM HAMPTON.
 PA0520'THIS MARK IS ABOUT 16.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 20 FROM
 PA0520'HAMPTON, DESCHUTES COUNTY, 32.0 FEET WEST OF MILEPOST 80, 89.0 FEET
 PA0520'NORTH OF A POWER POLE, 52.4 FEET SOUTHWEST OF THE CENTER LINE OF THE
 PA0520'HIGHWAY, PROJECTING ABOUT 4-INCHES ABOVE THE GROUND, 2.0 FEET
 PA0520'NORTHEAST OF A WHITE REFERENCE POST.  NOTE-- 11.5 MI. W. OF RANCH
 PA0520'HOUSE AT GAP RANCH.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0080 ***********************************************************************
 NY0080  DESIGNATION -  E 375
 NY0080  PID         -  NY0080
 NY0080  STATE/COUNTY-  OR/LAKE
 NY0080  USGS QUAD   -  LAKEVIEW NE (1964)
 NY0080
 NY0080                         *CURRENT SURVEY CONTROL
 NY0080  ___________________________________________________________________
 NY0080* NAD 83(1986)-  42 14 12.     (N)    120 22 03.     (W)     SCALED    
 NY0080* NAVD 88     -      1483.764  (meters)    4867.98   (feet)  ADJUSTED  
 NY0080  ___________________________________________________________________
 NY0080  GEOID HEIGHT-         -20.93  (meters)                     GEOID03
 NY0080  DYNAMIC HT  -        1482.793 (meters)    4864.80  (feet)  COMP
 NY0080  MODELED GRAV-     979,915.0   (mgal)                       NAVD 88
 NY0080
 NY0080  VERT ORDER  -  FIRST     CLASS II
 NY0080
 NY0080.The horizontal coordinates were scaled from a topographic map and have
 NY0080.an estimated accuracy of +/- 6 seconds.
 NY0080
 NY0080.The orthometric height was determined by differential leveling
 NY0080.and adjusted in June 1991.
 NY0080
 NY0080.The geoid height was determined by GEOID03.
 NY0080
 NY0080.The dynamic height is computed by dividing the NAVD 88
 NY0080.geopotential number by the normal gravity value computed on the
 NY0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0080.degrees latitude (g = 980.6199 gals.).
 NY0080
 NY0080.The modeled gravity was interpolated from observed gravity values.
 NY0080
 NY0080;                    North         East    Units  Estimated Accuracy
 NY0080;SPC OR S     -    63,330.    1,510,940.      MT  (+/- 180 meters Scaled)
 NY0080
 NY0080                          SUPERSEDED SURVEY CONTROL
 NY0080
 NY0080  NGVD 29 (??/??/92) 1482.561  (m)         4864.04   (f) ADJ UNCH    1 2
 NY0080
 NY0080.Superseded values are not recommended for survey control.
 NY0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0080.See file dsdata.txt to determine how the superseded data were derived.
 NY0080
 NY0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGM172794(NAD 83)
 NY0080_MARKER: DB = BENCH MARK DISK
 NY0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NY0080_STAMPING: E 375 1942
 NY0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0080+STABILITY: SURFACE MOTION
 NY0080_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NY0080+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2004
 NY0080
 NY0080  HISTORY     - Date     Condition        Report By
 NY0080  HISTORY     - 1942     MONUMENTED       CGS
 NY0080  HISTORY     - 20040726 GOOD             DUCKS
 NY0080
 NY0080                          STATION DESCRIPTION
 NY0080
 NY0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NY0080'3.30 MI N FROM LAKEVIEW.
 NY0080'ALONG THE HIGHWAY U.S. NO. 395, AT CROSS-ROADS, 48 FEET EAST OF CENTER
 NY0080'LINE OF HIGHWAY, 18 FEET NORTH OF DIRT ROAD CROSSING HIGHWAY, ON
 NY0080'INSIDE OF FENCE CORNER.  WITNESS POST SET.
 NY0080
 NY0080                          STATION RECOVERY (2004)
 NY0080
 NY0080'RECOVERY NOTE BY DUCKS UNLIMITED 2004 (JPS)
 NY0080'RECOVERED PAT SCHULTE PLS,DUCKS UNLIMITED,INC.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0164 ***********************************************************************
 NY0164  DESIGNATION -  E 376
 NY0164  PID         -  NY0164
 NY0164  STATE/COUNTY-  OR/LAKE
 NY0164  USGS QUAD   -  DREWS GAP (1980)
 NY0164
 NY0164                         *CURRENT SURVEY CONTROL
 NY0164  ___________________________________________________________________
 NY0164* NAD 83(1986)-  42 10 56.     (N)    120 31 03.     (W)     SCALED    
 NY0164* NAVD 88     -      1482.202  (meters)    4862.86   (feet)  ADJUSTED  
 NY0164  ___________________________________________________________________
 NY0164  GEOID HEIGHT-         -21.25  (meters)                     GEOID03
 NY0164  DYNAMIC HT  -        1481.209 (meters)    4859.60  (feet)  COMP
 NY0164  MODELED GRAV-     979,899.8   (mgal)                       NAVD 88
 NY0164
 NY0164  VERT ORDER  -  FIRST     CLASS II
 NY0164
 NY0164.The horizontal coordinates were scaled from a topographic map and have
 NY0164.an estimated accuracy of +/- 6 seconds.
 NY0164
 NY0164.The orthometric height was determined by differential leveling
 NY0164.and adjusted in June 1991.
 NY0164
 NY0164.The geoid height was determined by GEOID03.
 NY0164
 NY0164.The dynamic height is computed by dividing the NAVD 88
 NY0164.geopotential number by the normal gravity value computed on the
 NY0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0164.degrees latitude (g = 980.6199 gals.).
 NY0164
 NY0164.The modeled gravity was interpolated from observed gravity values.
 NY0164
 NY0164;                    North         East    Units  Estimated Accuracy
 NY0164;SPC OR S     -    57,270.    1,498,550.      MT  (+/- 180 meters Scaled)
 NY0164
 NY0164                          SUPERSEDED SURVEY CONTROL
 NY0164
 NY0164  NGVD 29 (??/??/92) 1480.992  (m)         4858.89   (f) ADJ UNCH    1 2
 NY0164
 NY0164.Superseded values are not recommended for survey control.
 NY0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0164.See file dsdata.txt to determine how the superseded data were derived.
 NY0164
 NY0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGM050729(NAD 83)
 NY0164_MARKER: DD = SURVEY DISK
 NY0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NY0164_STAMPING: E 376 1942
 NY0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0164+STABILITY: SURFACE MOTION
 NY0164_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NY0164+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2004
 NY0164
 NY0164  HISTORY     - Date     Condition        Report By
 NY0164  HISTORY     - 1942     MONUMENTED       ORDT
 NY0164  HISTORY     - 1942     GOOD             NGS
 NY0164  HISTORY     - 20040727 GOOD             DUCKS
 NY0164
 NY0164                          STATION DESCRIPTION
 NY0164
 NY0164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NY0164'9.3 MI W FROM LAKEVIEW.
 NY0164'ALONG STATE HIGHWAY NO. 66, IN SOUTHEAST CORNER OF CONCRETE ABUTMENT
 NY0164'OF HIGHWAY CULVERT, 9 FEET BELOW ROAD LEVEL.  WITNESS POST SET.
 NY0164
 NY0164                          STATION RECOVERY (2004)
 NY0164
 NY0164'RECOVERY NOTE BY DUCKS UNLIMITED 2004 (JPS)
 NY0164'RECOVERED PAT SCHULTE PLS,DUCKS UNLIMITED,INC.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB1010 ***********************************************************************
 RB1010  DESIGNATION -  E 377
 RB1010  PID         -  RB1010
 RB1010  STATE/COUNTY-  OR/MORROW
 RB1010  USGS QUAD   -  GOLGOTHA BUTTE (1993)
 RB1010
 RB1010                         *CURRENT SURVEY CONTROL
 RB1010  ___________________________________________________________________
 RB1010* NAD 83(1986)-  45 49 15.     (N)    119 54 57.     (W)     SCALED    
 RB1010* NAVD 88     -        74.002  (meters)     242.79   (feet)  ADJUSTED  
 RB1010  ___________________________________________________________________
 RB1010  GEOID HEIGHT-         -21.79  (meters)                     GEOID03
 RB1010  DYNAMIC HT  -          74.002 (meters)     242.79  (feet)  COMP
 RB1010  MODELED GRAV-     980,610.3   (mgal)                       NAVD 88
 RB1010
 RB1010  VERT ORDER  -  FIRST     CLASS II
 RB1010
 RB1010.The horizontal coordinates were scaled from a topographic map and have
 RB1010.an estimated accuracy of +/- 6 seconds.
 RB1010
 RB1010.The orthometric height was determined by differential leveling
 RB1010.and adjusted in June 1991.
 RB1010
 RB1010.The geoid height was determined by GEOID03.
 RB1010
 RB1010.The dynamic height is computed by dividing the NAVD 88
 RB1010.geopotential number by the normal gravity value computed on the
 RB1010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB1010.degrees latitude (g = 980.6199 gals.).
 RB1010
 RB1010.The modeled gravity was interpolated from observed gravity values.
 RB1010
 RB1010;                    North         East    Units  Estimated Accuracy
 RB1010;SPC OR N     -   239,550.    2,545,400.      MT  (+/- 180 meters Scaled)
 RB1010
 RB1010                          SUPERSEDED SURVEY CONTROL
 RB1010
 RB1010  NGVD 29 (??/??/92)   72.996  (m)          239.49   (f) ADJ UNCH    1 2
 RB1010
 RB1010.Superseded values are not recommended for survey control.
 RB1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1010.See file dsdata.txt to determine how the superseded data were derived.
 RB1010
 RB1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKL734782(NAD 83)
 RB1010_MARKER: DB = BENCH MARK DISK
 RB1010_SETTING: 66 = SET IN ROCK OUTCROP
 RB1010_SP_SET: ROCK
 RB1010_STAMPING: E 377 1943
 RB1010_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RB1010+STABILITY: POSITION/ELEVATION WELL
 RB1010
 RB1010  HISTORY     - Date     Condition        Report By
 RB1010  HISTORY     - 1943     MONUMENTED       CGS
 RB1010  HISTORY     - 1962     GOOD             NGS
 RB1010
 RB1010                          STATION DESCRIPTION
 RB1010
 RB1010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RB1010'4.0 MI W FROM CASTLE ROCK.
 RB1010'FROM CASTLE ROCK, GO WEST ALONG THE OLD HIGHWAY (U.S.30) FOR 4.0
 RB1010'MILES, ABOUT 200 FEET EAST OF RAILROAD MILE POST 154, ABOUT 62 FEET
 RB1010'NORTH OF THE CENTER LINE OF THE OLD HIGHWAY, 70 FEET SOUTH OF THE
 RB1010'SOUTH RAIL OF THE UNION PACIFIC RAILROAD, 26 FEET NORTH OF AN
 RB1010'EAST-WEST FENCE, SET IN TOP OF A LARGE ROCK WITH A LARGE BM PAINTED ON
 RB1010'THE ROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0661 ***********************************************************************
 RB0661  DESIGNATION -  E 378
 RB0661  PID         -  RB0661
 RB0661  STATE/COUNTY-  OR/UMATILLA
 RB0661  USGS QUAD   -  HAT ROCK (1993)
 RB0661
 RB0661                         *CURRENT SURVEY CONTROL
 RB0661  ___________________________________________________________________
 RB0661* NAD 83(1986)-  45 55 09.     (N)    119 11 13.     (W)     SCALED    
 RB0661* NAVD 88     -       127.954  (meters)     419.80   (feet)  ADJUSTED  
 RB0661  ___________________________________________________________________
 RB0661  GEOID HEIGHT-         -21.69  (meters)                     GEOID03
 RB0661  DYNAMIC HT  -         127.953 (meters)     419.79  (feet)  COMP
 RB0661  MODELED GRAV-     980,607.7   (mgal)                       NAVD 88
 RB0661
 RB0661  VERT ORDER  -  FIRST     CLASS II
 RB0661
 RB0661.The horizontal coordinates were scaled from a topographic map and have
 RB0661.an estimated accuracy of +/- 6 seconds.
 RB0661
 RB0661.The orthometric height was determined by differential leveling
 RB0661.and adjusted in June 1991.
 RB0661
 RB0661.The geoid height was determined by GEOID03.
 RB0661
 RB0661.The dynamic height is computed by dividing the NAVD 88
 RB0661.geopotential number by the normal gravity value computed on the
 RB0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0661.degrees latitude (g = 980.6199 gals.).
 RB0661
 RB0661.The modeled gravity was interpolated from observed gravity values.
 RB0661
 RB0661;                    North         East    Units  Estimated Accuracy
 RB0661;SPC OR N     -   251,140.    2,601,860.      MT  (+/- 180 meters Scaled)
 RB0661
 RB0661                          SUPERSEDED SURVEY CONTROL
 RB0661
 RB0661  NGVD 29 (??/??/92)  126.935  (m)          416.45   (f) ADJ UNCH    1 2
 RB0661
 RB0661.Superseded values are not recommended for survey control.
 RB0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0661.See file dsdata.txt to determine how the superseded data were derived.
 RB0661
 RB0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL304873(NAD 83)
 RB0661_MARKER: DB = BENCH MARK DISK
 RB0661_SETTING: 66 = SET IN ROCK OUTCROP
 RB0661_SP_SET: ROCK OUTCROP
 RB0661_STAMPING: E 378 1943
 RB0661_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RB0661+STABILITY: POSITION/ELEVATION WELL
 RB0661
 RB0661  HISTORY     - Date     Condition        Report By
 RB0661  HISTORY     - 1943     MONUMENTED       CGS
 RB0661  HISTORY     - 1961     GOOD             NGS
 RB0661
 RB0661                          STATION DESCRIPTION
 RB0661
 RB0661'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RB0661'7.9 MI E FROM UMATILLA.
 RB0661'MARK IS 7.9 MILES EAST ALONG THE ROADBED OF THE UNION PACIFIC RAILROAD
 RB0661'FROM THE RAILROAD STATION AT UMATILLA.  THIS PART OF THE RAILROAD WAS
 RB0661'REMOVED WHEN THE MCNARY DAM WAS CONSTRUCTED.  TO REACH BY TRUCK FROM
 RB0661'THE UMATILLA POST OFFICE, GO EAST ON U.S. HIGHWAY 730 FOR 9.4 MILES,
 RB0661'TURN LEFT AS PER SIGN HAT ROCK STATE PARK, GO 0.7 MILE TO WHERE THE
 RB0661'PAVED ROAD TURNS RIGHT TO THE PUBLIC BOAT DOCK, KEEP LEFT ON THE
 RB0661'GRAVELED ROAD THAT WAS THE RAILROAD GRADE, FOLLOW THIS GRAVELED ROAD
 RB0661'NORTHWEST FOR 1.0 MILE.  MARK IS ABOUT 110 FEET NORTH OF THE CENTER OF
 RB0661'THE GRAVELED ROAD, 190 FEET NORTHEAST OF THE CONCRETE BASE THAT WAS A
 RB0661'RAILROAD SEMAPHORE, AND 4 FEET SOUTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0460 ***********************************************************************
 RB0460  DESIGNATION -  E 379
 RB0460  PID         -  RB0460
 RB0460  STATE/COUNTY-  OR/UMATILLA
 RB0460  USGS QUAD   -  SMELTZ (1966)
 RB0460
 RB0460                         *CURRENT SURVEY CONTROL
 RB0460  ___________________________________________________________________
 RB0460* NAD 83(1986)-  45 57 17.     (N)    118 43 59.     (W)     SCALED    
 RB0460* NAVD 88     -       405.794  (meters)    1331.34   (feet)  ADJUSTED  
 RB0460  ___________________________________________________________________
 RB0460  GEOID HEIGHT-         -21.22  (meters)                     GEOID03
 RB0460  DYNAMIC HT  -         405.767 (meters)    1331.25  (feet)  COMP
 RB0460  MODELED GRAV-     980,537.6   (mgal)                       NAVD 88
 RB0460
 RB0460  VERT ORDER  -  FIRST     CLASS II
 RB0460
 RB0460.The horizontal coordinates were scaled from a topographic map and have
 RB0460.an estimated accuracy of +/- 6 seconds.
 RB0460
 RB0460.The orthometric height was determined by differential leveling
 RB0460.and adjusted in June 1991.
 RB0460
 RB0460.The geoid height was determined by GEOID03.
 RB0460
 RB0460.The dynamic height is computed by dividing the NAVD 88
 RB0460.geopotential number by the normal gravity value computed on the
 RB0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0460.degrees latitude (g = 980.6199 gals.).
 RB0460
 RB0460.The modeled gravity was interpolated from observed gravity values.
 RB0460
 RB0460;                    North         East    Units  Estimated Accuracy
 RB0460;SPC OR N     -   255,760.    2,636,970.      MT  (+/- 180 meters Scaled)
 RB0460
 RB0460                          SUPERSEDED SURVEY CONTROL
 RB0460
 RB0460  NGVD 29 (??/??/92)  404.76   (m)         1328.0    (f) COMPUTED    1 2
 RB0460
 RB0460.Superseded values are not recommended for survey control.
 RB0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0460.See file dsdata.txt to determine how the superseded data were derived.
 RB0460
 RB0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL656904(NAD 83)
 RB0460_MARKER: DB = BENCH MARK DISK
 RB0460_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RB0460_SP_SET: BRIDGE
 RB0460_STAMPING: E 379 1943
 RB0460_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RB0460
 RB0460  HISTORY     - Date     Condition        Report By
 RB0460  HISTORY     - 1943     MONUMENTED       CGS
 RB0460
 RB0460                          STATION DESCRIPTION
 RB0460
 RB0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 RB0460'0.8 MI NW FROM VANSYCLE.
 RB0460'ALONG THE NORTHERN PACIFIC RAILWAY, 0.8 MILE NORTHWEST OF VANSYCLE,
 RB0460'SET IN THE TOP OF THE SOUTH WINGWALL OF THE WEST ABUTMENT OF BRIDGE
 RB0460'NUMBER 14.2, 390 FEET WEST OF MILE POST 15, 215 FEET WEST OF THE
 RB0460'CENTER OF A DIRT ROAD CROSSING, 18 FEET SOUTH OF THE SOUTH RAIL, 8
 RB0460'FEET NORTHWEST OF THE SOUTHEAST END OF THE WINGWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1540 ***********************************************************************
 RC1540  DESIGNATION -  E 380
 RC1540  PID         -  RC1540
 RC1540  STATE/COUNTY-  OR/HOOD RIVER
 RC1540  USGS QUAD   -  BONNEVILLE DAM (1994)
 RC1540
 RC1540                         *CURRENT SURVEY CONTROL
 RC1540  ___________________________________________________________________
 RC1540* NAD 83(1986)-  45 39 48.     (N)    121 53 48.     (W)     SCALED    
 RC1540* NAVD 88     -        48.562  (meters)     159.32   (feet)  ADJUSTED  
 RC1540  ___________________________________________________________________
 RC1540  GEOID HEIGHT-         -21.75  (meters)                     GEOID03
 RC1540  DYNAMIC HT  -          48.560 (meters)     159.32  (feet)  COMP
 RC1540  MODELED GRAV-     980,579.6   (mgal)                       NAVD 88
 RC1540
 RC1540  VERT ORDER  -  FIRST     CLASS II
 RC1540
 RC1540.The horizontal coordinates were scaled from a topographic map and have
 RC1540.an estimated accuracy of +/- 6 seconds.
 RC1540
 RC1540.The orthometric height was determined by differential leveling
 RC1540.and adjusted in June 1991.
 RC1540
 RC1540.The geoid height was determined by GEOID03.
 RC1540
 RC1540.The dynamic height is computed by dividing the NAVD 88
 RC1540.geopotential number by the normal gravity value computed on the
 RC1540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1540.degrees latitude (g = 980.6199 gals.).
 RC1540
 RC1540.The modeled gravity was interpolated from observed gravity values.
 RC1540
 RC1540;                    North         East    Units  Estimated Accuracy
 RC1540;SPC OR N     -   222,820.    2,391,170.      MT  (+/- 180 meters Scaled)
 RC1540
 RC1540                          SUPERSEDED SURVEY CONTROL
 RC1540
 RC1540  NGVD 29 (??/??/92)   47.538  (m)          155.96   (f) ADJ UNCH    1 2
 RC1540
 RC1540.Superseded values are not recommended for survey control.
 RC1540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1540.See file dsdata.txt to determine how the superseded data were derived.
 RC1540
 RC1540_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER859572(NAD 83)
 RC1540_MARKER: DD = SURVEY DISK
 RC1540_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RC1540_SP_SET: CURB
 RC1540_STAMPING: E 380 1943
 RC1540_MARK LOGO: BPR   
 RC1540_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC1540_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RC1540+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2006
 RC1540
 RC1540  HISTORY     - Date     Condition        Report By
 RC1540  HISTORY     - 1943     MONUMENTED       BPR
 RC1540  HISTORY     - 1957     GOOD             NGS
 RC1540  HISTORY     - 1987     POOR             USPSQD
 RC1540  HISTORY     - 1987     GOOD             NGS
 RC1540  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 RC1540  HISTORY     - 1990     GOOD             USPSQD
 RC1540  HISTORY     - 20060723 GOOD             USPSQD
 RC1540
 RC1540                          STATION DESCRIPTION
 RC1540
 RC1540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 RC1540'IN CASCADE LOCKS.
 RC1540'0.2 MILE SOUTHWEST ALONG U.S. HIGHWAY 30 FROM THE POST OFFICE AT
 RC1540'CASCADE LOCKS, 0.1 MILE NORTHEAST OF THE BRIDGE OF THE GODS, IN T 2 N
 RC1540'- R 7 E, SET IN THE TOP OF THE SOUTHEAST CONCRETE CURB, 28.3 FEET
 RC1540'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 21.4 FEET NORTH OF THE
 RC1540'NORTH CORNER OF THE PACIFIC TELEPHONE AND TELEGRAPH COMPANY BUILDINGS,
 RC1540'21.0 FEET SOUTHWEST OF A POWER LINE POLE, 3.8 FEET NORTH OF FIRE
 RC1540'HYDRANT 27 AND 0.6 FOOT HIGHER THAN THE HIGHWAY.
 RC1540
 RC1540                          STATION RECOVERY (1987)
 RC1540
 RC1540'RECOVERY NOTE BY US POWER SQUADRON 1987 (KRB)
 RC1540'MARK RECOVERED IN POOR CONDITION.
 RC1540
 RC1540                          STATION RECOVERY (1987)
 RC1540
 RC1540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RC1540'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IN OREGON LINE 8 IS
 RC1540'ADEQUATE EXCEPT THAT THE BUILDING PREVIOUSLY REFERRED TO IS NOW
 RC1540'UNITED TELEPHONE SYSTEMS.
 RC1540
 RC1540                          STATION RECOVERY (1989)
 RC1540
 RC1540'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RC1540'MARK NOT FOUND.
 RC1540
 RC1540                          STATION RECOVERY (1990)
 RC1540
 RC1540'RECOVERY NOTE BY US POWER SQUADRON 1990 (EF)
 RC1540'RECOVERED IN GOOD CONDITION.
 RC1540
 RC1540                          STATION RECOVERY (2006)
 RC1540
 RC1540'RECOVERY NOTE BY US POWER SQUADRON 2006 (DLM)
 RC1540'THE BUILDING PREVIOUSLY REFERRED TO IS NOW SPRINT. THE MARK HAS ALSO
 RC1540'BEEN PAINTED OVER WITH YELLOW PAINT, BUT IS IN GOOD CONDITION AND
 RC1540'READABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0216 ***********************************************************************
 PA0216  DESIGNATION -  E 382
 PA0216  PID         -  PA0216
 PA0216  STATE/COUNTY-  OR/HARNEY
 PA0216  USGS QUAD   -  POISON CREEK SLOUGH (1990)
 PA0216
 PA0216                         *CURRENT SURVEY CONTROL
 PA0216  ___________________________________________________________________
 PA0216* NAD 83(1986)-  43 37 06.     (N)    118 55 18.     (W)     SCALED    
 PA0216* NAVD 88     -      1262.712  (meters)    4142.75   (feet)  ADJUSTED  
 PA0216  ___________________________________________________________________
 PA0216  GEOID HEIGHT-         -18.94  (meters)                     GEOID03
 PA0216  DYNAMIC HT  -        1262.103 (meters)    4140.75  (feet)  COMP
 PA0216  MODELED GRAV-     980,093.9   (mgal)                       NAVD 88
 PA0216
 PA0216  VERT ORDER  -  FIRST     CLASS II
 PA0216
 PA0216.The horizontal coordinates were scaled from a topographic map and have
 PA0216.an estimated accuracy of +/- 6 seconds.
 PA0216
 PA0216.The orthometric height was determined by differential leveling
 PA0216.and adjusted in June 1991.
 PA0216
 PA0216.The geoid height was determined by GEOID03.
 PA0216
 PA0216.The dynamic height is computed by dividing the NAVD 88
 PA0216.geopotential number by the normal gravity value computed on the
 PA0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0216.degrees latitude (g = 980.6199 gals.).
 PA0216
 PA0216.The modeled gravity was interpolated from observed gravity values.
 PA0216
 PA0216;                    North         East    Units  Estimated Accuracy
 PA0216;SPC OR S     -   218,000.    1,627,380.      MT  (+/- 180 meters Scaled)
 PA0216
 PA0216                          SUPERSEDED SURVEY CONTROL
 PA0216
 PA0216  NGVD 29 (??/??/92) 1261.523  (m)         4138.85   (f) ADJ UNCH    1 2
 PA0216
 PA0216.Superseded values are not recommended for survey control.
 PA0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0216.See file dsdata.txt to determine how the superseded data were derived.
 PA0216
 PA0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ449312(NAD 83)
 PA0216_MARKER: DB = BENCH MARK DISK
 PA0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PA0216_STAMPING: E 382 1943
 PA0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0216+STABILITY: SURFACE MOTION
 PA0216
 PA0216  HISTORY     - Date     Condition        Report By
 PA0216  HISTORY     - 1943     MONUMENTED       CGS
 PA0216  HISTORY     - 19860606 MARK NOT FOUND   USPSQD
 PA0216
 PA0216                          STATION DESCRIPTION
 PA0216
 PA0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 PA0216'5.65 MI SW FROM HARNEY.
 PA0216'ALONG THE HARNEY-BUCHANAN ROAD, 5.65 MILES SOUTHWEST FROM HARNEY AND
 PA0216'7.75 EAST FROM THE POSTOFFICE AT BURNS, 184 FEET SOUTHWEST OF A 12
 PA0216'INCH CORRUGATED IRON CULVERT, 38 FEET SOUTHEAST OF THE CENTER LINE OF
 PA0216'THE ROAD, 14 FEET EAST OF A DIM ROAD EXTENDING SOUTH AND 3 FEET
 PA0216'NORTHWEST OF A REFERENCE POST.  NOTE-- DISK PROTRUDING 8 INCHES ABOVE
 PA0216'THE GROUND.
 PA0216
 PA0216                          STATION RECOVERY (1986)
 PA0216
 PA0216'RECOVERY NOTE BY US POWER SQUADRON 1986 (JEB)
 PA0216'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0071 ***********************************************************************
 PA0071  DESIGNATION -  E 383
 PA0071  PID         -  PA0071
 PA0071  STATE/COUNTY-  OR/MALHEUR
 PA0071  USGS QUAD   -  STEMLER RIDGE (1990)
 PA0071
 PA0071                         *CURRENT SURVEY CONTROL
 PA0071  ___________________________________________________________________
 PA0071* NAD 83(1986)-  43 45 22.     (N)    118 06 00.     (W)     SCALED    
 PA0071* NAVD 88     -       906.504  (meters)    2974.09   (feet)  ADJUSTED  
 PA0071  ___________________________________________________________________
 PA0071  GEOID HEIGHT-         -18.27  (meters)                     GEOID03
 PA0071  DYNAMIC HT  -         906.126 (meters)    2972.85  (feet)  COMP
 PA0071  MODELED GRAV-     980,173.3   (mgal)                       NAVD 88
 PA0071
 PA0071  VERT ORDER  -  FIRST     CLASS II
 PA0071
 PA0071.The horizontal coordinates were scaled from a topographic map and have
 PA0071.an estimated accuracy of +/- 6 seconds.
 PA0071
 PA0071.The orthometric height was determined by differential leveling
 PA0071.and adjusted in June 1991.
 PA0071
 PA0071.The geoid height was determined by GEOID03.
 PA0071
 PA0071.The dynamic height is computed by dividing the NAVD 88
 PA0071.geopotential number by the normal gravity value computed on the
 PA0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0071.degrees latitude (g = 980.6199 gals.).
 PA0071
 PA0071.The modeled gravity was interpolated from observed gravity values.
 PA0071
 PA0071;                    North         East    Units  Estimated Accuracy
 PA0071;SPC OR S     -   234,880.    1,693,250.      MT  (+/- 180 meters Scaled)
 PA0071
 PA0071                          SUPERSEDED SURVEY CONTROL
 PA0071
 PA0071  NGVD 29 (??/??/92)  905.395  (m)         2970.45   (f) ADJ UNCH    1 2
 PA0071
 PA0071.Superseded values are not recommended for survey control.
 PA0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0071.See file dsdata.txt to determine how the superseded data were derived.
 PA0071
 PA0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ114453(NAD 83)
 PA0071_MARKER: DB = BENCH MARK DISK
 PA0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PA0071_STAMPING: E 383 1943
 PA0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0071+STABILITY: SURFACE MOTION
 PA0071
 PA0071  HISTORY     - Date     Condition        Report By
 PA0071  HISTORY     - 1943     MONUMENTED       CGS
 PA0071
 PA0071                          STATION DESCRIPTION
 PA0071
 PA0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 PA0071'1.45 MI W FROM JUNTURA.
 PA0071'ABOUT 1.45 MILES WEST ALONG U.S. HIGHWAY 20 FROM THE STATION AT
 PA0071'JUNTURA, MALHEUR COUNTY, AT HIGHWAY MILAGE 188.45, 94 FEET EAST OF THE
 PA0071'EAST END OF A 12 FOOT FILL THAT IS AT THE END OF A LONG CURVE, 47 FEET
 PA0071'SOUTH OF THE CENTER OF THE HIGHWAY AND 4.2 FEET WEST OF A REFERENCE
 PA0071'POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0019 ***********************************************************************
 QC0019  DESIGNATION -  E 384
 QC0019  PID         -  QC0019
 QC0019  STATE/COUNTY-  OR/MALHEUR
 QC0019  USGS QUAD   -  HUNTER MOUNTAIN (1990)
 QC0019
 QC0019                         *CURRENT SURVEY CONTROL
 QC0019  ___________________________________________________________________
 QC0019* NAD 83(1986)-  44 01 08.     (N)    118 04 34.     (W)     SCALED    
 QC0019* NAVD 88     -      1231.901  (meters)    4041.66   (feet)  ADJUSTED  
 QC0019  ___________________________________________________________________
 QC0019  GEOID HEIGHT-         -17.82  (meters)                     GEOID03
 QC0019  DYNAMIC HT  -        1231.332 (meters)    4039.80  (feet)  COMP
 QC0019  MODELED GRAV-     980,114.4   (mgal)                       NAVD 88
 QC0019
 QC0019  VERT ORDER  -  FIRST     CLASS II
 QC0019
 QC0019.The horizontal coordinates were scaled from a topographic map and have
 QC0019.an estimated accuracy of +/- 6 seconds.
 QC0019
 QC0019.The orthometric height was determined by differential leveling
 QC0019.and adjusted in June 1991.
 QC0019
 QC0019.The geoid height was determined by GEOID03.
 QC0019
 QC0019.The dynamic height is computed by dividing the NAVD 88
 QC0019.geopotential number by the normal gravity value computed on the
 QC0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0019.degrees latitude (g = 980.6199 gals.).
 QC0019
 QC0019.The modeled gravity was interpolated from observed gravity values.
 QC0019
 QC0019;                    North         East    Units  Estimated Accuracy
 QC0019;SPC OR S     -   264,120.    1,694,320.      MT  (+/- 180 meters Scaled)
 QC0019
 QC0019                          SUPERSEDED SURVEY CONTROL
 QC0019
 QC0019  NGVD 29 (??/??/92) 1230.705  (m)         4037.74   (f) ADJ UNCH    1 2
 QC0019
 QC0019.Superseded values are not recommended for survey control.
 QC0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0019.See file dsdata.txt to determine how the superseded data were derived.
 QC0019
 QC0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ137745(NAD 83)
 QC0019_MARKER: DB = BENCH MARK DISK
 QC0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QC0019_STAMPING: E 384 1943
 QC0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0019+STABILITY: SURFACE MOTION
 QC0019
 QC0019  HISTORY     - Date     Condition        Report By
 QC0019  HISTORY     - 1943     MONUMENTED       CGS
 QC0019
 QC0019                          STATION DESCRIPTION
 QC0019
 QC0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 QC0019'12.30 MI N FROM BEULAH.
 QC0019'ALONG THE BEULAH-WESTFALL ROAD, 12.30 MILES NORTH OF THE POSTOFFICE AT
 QC0019'BEULAH, 2.3 MILES NORTH OF THE ENTRANCE TO HUNTERS RANCH HOUSE, MIDWAY
 QC0019'OF A CURVE TO THE NORTH, 280 FEET NORTHEAST OF A WASH WHICH CROSSES
 QC0019'THE ROAD, ABOUT 5 FEET ABOVE THE ROAD ON THE SOUTH SIDE OF A HILL,
 QC0019'28.2 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD AND 5.1 FEET SOUTH
 QC0019'OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH1021 ***********************************************************************
 OH1021  DESIGNATION -  E 385
 OH1021  PID         -  OH1021
 OH1021  STATE/COUNTY-  OR/MALHEUR
 OH1021  USGS QUAD   -  LITTLE VALLEY (1990)
 OH1021
 OH1021                         *CURRENT SURVEY CONTROL
 OH1021  ___________________________________________________________________
 OH1021* NAD 83(1986)-  43 53 58.     (N)    117 30 36.     (W)     SCALED    
 OH1021* NAVD 88     -       745.505  (meters)    2445.88   (feet)  ADJUSTED  
 OH1021  ___________________________________________________________________
 OH1021  GEOID HEIGHT-         -18.03  (meters)                     GEOID03
 OH1021  DYNAMIC HT  -         745.253 (meters)    2445.05  (feet)  COMP
 OH1021  MODELED GRAV-     980,256.6   (mgal)                       NAVD 88
 OH1021
 OH1021  VERT ORDER  -  FIRST     CLASS II
 OH1021
 OH1021.The horizontal coordinates were scaled from a topographic map and have
 OH1021.an estimated accuracy of +/- 6 seconds.
 OH1021
 OH1021.The orthometric height was determined by differential leveling
 OH1021.and adjusted in June 1991.
 OH1021
 OH1021.The geoid height was determined by GEOID03.
 OH1021
 OH1021.The dynamic height is computed by dividing the NAVD 88
 OH1021.geopotential number by the normal gravity value computed on the
 OH1021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH1021.degrees latitude (g = 980.6199 gals.).
 OH1021
 OH1021.The modeled gravity was interpolated from observed gravity values.
 OH1021
 OH1021;                    North         East    Units  Estimated Accuracy
 OH1021;SPC OR S     -   252,320.    1,740,160.      MT  (+/- 180 meters Scaled)
 OH1021
 OH1021                          SUPERSEDED SURVEY CONTROL
 OH1021
 OH1021  NGVD 29 (??/??/92)  744.486  (m)         2442.53   (f) ADJ UNCH    1 2
 OH1021
 OH1021.Superseded values are not recommended for survey control.
 OH1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1021.See file dsdata.txt to determine how the superseded data were derived.
 OH1021
 OH1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ590608(NAD 83)
 OH1021_MARKER: DB = BENCH MARK DISK
 OH1021_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OH1021_SP_SET: CONCRETE PILLAR
 OH1021_STAMPING: E-385 1943
 OH1021_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OH1021
 OH1021  HISTORY     - Date     Condition        Report By
 OH1021  HISTORY     - 1943     MONUMENTED       CGS
 OH1021  HISTORY     - 1944     GOOD             NGS
 OH1021  HISTORY     - 19870501 MARK NOT FOUND   USGS
 OH1021
 OH1021                          STATION DESCRIPTION
 OH1021
 OH1021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 OH1021'7.2 MI NE FROM HARPER.
 OH1021'7.2 MILES NORTHEAST ALONG THE OREGON SHORT LINE RAILROAD FROM THE
 OH1021'STATION AT HARPER, AT LITTLE VALLEY, SET IN THE NORTHWEST CORNER OF
 OH1021'THE NORTHWEST-MOST CONCRETE PILLAR OF THE WATER TANK, 15.6 FEET EAST
 OH1021'OF THE EAST RAIL OF THE MAIN TRACK, 4.5 FEET ABOVE GROUND LEVEL.  A
 OH1021'BENCH MARK DISK.
 OH1021
 OH1021                          STATION RECOVERY (1987)
 OH1021
 OH1021'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (EEM)
 OH1021'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0795 ***********************************************************************
 QB0795  DESIGNATION -  E 386
 QB0795  PID         -  QB0795
 QB0795  STATE/COUNTY-  OR/BAKER
 QB0795  USGS QUAD   -  DEVILS HEEL (1990)
 QB0795
 QB0795                         *CURRENT SURVEY CONTROL
 QB0795  ___________________________________________________________________
 QB0795* NAD 83(1986)-  44 29 37.     (N)    117 53 33.     (W)     SCALED    
 QB0795* NAVD 88     -      1083.155  (meters)    3553.65   (feet)  ADJUSTED  
 QB0795  ___________________________________________________________________
 QB0795  GEOID HEIGHT-         -17.30  (meters)                     GEOID03
 QB0795  DYNAMIC HT  -        1082.740 (meters)    3552.29  (feet)  COMP
 QB0795  MODELED GRAV-     980,197.8   (mgal)                       NAVD 88
 QB0795
 QB0795  VERT ORDER  -  FIRST     CLASS II
 QB0795
 QB0795.The horizontal coordinates were scaled from a topographic map and have
 QB0795.an estimated accuracy of +/- 6 seconds.
 QB0795
 QB0795.The orthometric height was determined by differential leveling
 QB0795.and adjusted in June 1991.
 QB0795
 QB0795.The geoid height was determined by GEOID03.
 QB0795
 QB0795.The dynamic height is computed by dividing the NAVD 88
 QB0795.geopotential number by the normal gravity value computed on the
 QB0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0795.degrees latitude (g = 980.6199 gals.).
 QB0795
 QB0795.The modeled gravity was interpolated from observed gravity values.
 QB0795
 QB0795;                    North         East    Units  Estimated Accuracy
 QB0795;SPC OR N     -    95,240.    2,707,350.      MT  (+/- 180 meters Scaled)
 QB0795
 QB0795                          SUPERSEDED SURVEY CONTROL
 QB0795
 QB0795  NGVD 29 (??/??/92) 1081.959  (m)         3549.73   (f) ADJ UNCH    1 2
 QB0795
 QB0795.Superseded values are not recommended for survey control.
 QB0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0795.See file dsdata.txt to determine how the superseded data were derived.
 QB0795
 QB0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK290270(NAD 83)
 QB0795_MARKER: DB = BENCH MARK DISK
 QB0795_SETTING: 66 = SET IN ROCK OUTCROP
 QB0795_SP_SET: ROCK OUTCROP
 QB0795_STAMPING: E-386 1944
 QB0795_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QB0795+STABILITY: POSITION/ELEVATION WELL
 QB0795
 QB0795  HISTORY     - Date     Condition        Report By
 QB0795  HISTORY     - 1944     MONUMENTED       CGS
 QB0795
 QB0795                          STATION DESCRIPTION
 QB0795
 QB0795'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 QB0795'8.0 MI E FROM HEREFORD.
 QB0795'8.0 MILES EAST ALONG STATE HIGHWAY NO. 7 FROM THE POST OFFICE AT
 QB0795'HEREFORD, SET IN A ROCK OUTCROP IN A SMALL REVINE, 99 FEET NORTH OF
 QB0795'CENTER-LINE OF THE HIGHWAY, 88 FEET NORTH OF THE NORTHWEST CORNER OF
 QB0795'BRIDGE NO. 13-18.44, 3.3 FEET EAST OF REFERENCE POST, ON THE WEST BANK
 QB0795'OF DRY WASH, ABOUT LEVEL WITH THE GROUND AND THE HIGHWAY.  BENCH MARK
 QB0795'DISK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0837 ***********************************************************************
 QB0837  DESIGNATION -  E 387
 QB0837  PID         -  QB0837
 QB0837  STATE/COUNTY-  OR/BAKER
 QB0837  USGS QUAD   -  BOWEN VALLEY (1993)
 QB0837
 QB0837                         *CURRENT SURVEY CONTROL
 QB0837  ___________________________________________________________________
 QB0837* NAD 83(1986)-  44 42 05.     (N)    117 50 57.     (W)     SCALED    
 QB0837* NAVD 88     -      1085.130  (meters)    3560.13   (feet)  ADJUSTED  
 QB0837  ___________________________________________________________________
 QB0837  GEOID HEIGHT-         -17.10  (meters)                     GEOID03
 QB0837  DYNAMIC HT  -        1084.751 (meters)    3558.89  (feet)  COMP
 QB0837  MODELED GRAV-     980,231.8   (mgal)                       NAVD 88
 QB0837
 QB0837  VERT ORDER  -  FIRST     CLASS II
 QB0837
 QB0837.The horizontal coordinates were scaled from a topographic map and have
 QB0837.an estimated accuracy of +/- 6 seconds.
 QB0837
 QB0837.The orthometric height was determined by differential leveling
 QB0837.and adjusted in June 1991.
 QB0837
 QB0837.The geoid height was determined by GEOID03.
 QB0837
 QB0837.The dynamic height is computed by dividing the NAVD 88
 QB0837.geopotential number by the normal gravity value computed on the
 QB0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0837.degrees latitude (g = 980.6199 gals.).
 QB0837
 QB0837.The modeled gravity was interpolated from observed gravity values.
 QB0837
 QB0837;                    North         East    Units  Estimated Accuracy
 QB0837;SPC OR N     -   118,430.    2,710,040.      MT  (+/- 180 meters Scaled)
 QB0837
 QB0837                          SUPERSEDED SURVEY CONTROL
 QB0837
 QB0837  NGVD 29 (??/??/92) 1083.962  (m)         3556.30   (f) ADJ UNCH    1 2
 QB0837
 QB0837.Superseded values are not recommended for survey control.
 QB0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0837.See file dsdata.txt to determine how the superseded data were derived.
 QB0837
 QB0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK327501(NAD 83)
 QB0837_MARKER: DB = BENCH MARK DISK
 QB0837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0837_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0837_STAMPING: E-387 1944
 QB0837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0837+STABILITY: SURFACE MOTION
 QB0837
 QB0837  HISTORY     - Date     Condition        Report By
 QB0837  HISTORY     - 1944     MONUMENTED       CGS
 QB0837  HISTORY     - 1967     MARK NOT FOUND   NGS
 QB0837
 QB0837                          STATION DESCRIPTION
 QB0837
 QB0837'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 QB0837'5.5 MI S FROM BAKER.
 QB0837'5.5 MILES SOUTH ALONG STATE HIGHWAY NO. 7 FROM THE POST OFFICE AT
 QB0837'BAKER, ABOUT 250 FEET NORTHEAST OF A SMALL COUNTRY SCHOOL, 35.5 FEET
 QB0837'EAST OF CENTER-LINE OF HIGHWAY, 23.6 FEET WEST OF WEST RAIL OF TRACK,
 QB0837'2 FEET NORTH OF REFERENCE POST, ABOUT 2 FEET BELOW ROAD LEVEL.  BENCH
 QB0837'MARK DISK SET IN TOP OF CONCRETE POST POURED IN THE FIELD AND
 QB0837'PROJECTING ABOUT 0.4 FOOT ABOVE THE GROUND.
 QB0837
 QB0837                          STATION RECOVERY (1967)
 QB0837
 QB0837'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 QB0837'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1406 ***********************************************************************
 RD1406  DESIGNATION -  E 389 RESET
 RD1406  PID         -  RD1406
 RD1406  STATE/COUNTY-  OR/CLACKAMAS
 RD1406  USGS QUAD   -  BRIGHTWOOD (1997)
 RD1406
 RD1406                         *CURRENT SURVEY CONTROL
 RD1406  ___________________________________________________________________
 RD1406* NAD 83(1986)-  45 22 30.     (N)    122 00 36.     (W)     SCALED    
 RD1406* NAVD 88     -       358.43   (+/-2cm)    1175.9    (feet)  VERTCON   
 RD1406  ___________________________________________________________________
 RD1406  GEOID HEIGHT-         -21.78  (meters)                     GEOID03
 RD1406  VERT ORDER  -  THIRD (See Below)
 RD1406
 RD1406.The horizontal coordinates were scaled from a topographic map and have
 RD1406.an estimated accuracy of +/- 6 seconds.
 RD1406
 RD1406.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD1406.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD1406.The vertical order pertains to the NGVD 29 superseded value.
 RD1406
 RD1406.The geoid height was determined by GEOID03.
 RD1406
 RD1406;                    North         East    Units  Estimated Accuracy
 RD1406;SPC OR N     -   190,940.    2,381,740.      MT  (+/- 180 meters Scaled)
 RD1406
 RD1406                          SUPERSEDED SURVEY CONTROL
 RD1406
 RD1406  NGVD 29 (??/??/??)  357.36   (m)         1172.4    (f) RESET       3  
 RD1406
 RD1406.Superseded values are not recommended for survey control.
 RD1406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1406.See file dsdata.txt to determine how the superseded data were derived.
 RD1406
 RD1406_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER775250(NAD 83)
 RD1406_MARKER: DB = BENCH MARK DISK
 RD1406_SETTING: 80 = SET IN A BOULDER
 RD1406_SP_SET: BOULDER
 RD1406_STAMPING: E 389 RESET 1964
 RD1406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD1406+STABILITY: SURFACE MOTION
 RD1406
 RD1406  HISTORY     - Date     Condition        Report By
 RD1406  HISTORY     - 1964     MONUMENTED       CGS
 RD1406
 RD1406                          STATION DESCRIPTION
 RD1406
 RD1406'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RD1406'IN BRIGHTWOOD.
 RD1406'REACHED FROM THE JUNCTION OF A GRAVELED ROAD AND U. S. HIGHWAY 26,
 RD1406'JUST SOUTH OF THE BRIGHTWOOD POST OFFICE, GO EAST ON U. S. HIGHWAY 26
 RD1406'FOR 0.15 MILES TO MILE POST 38 ON THE RIGHT, CONTINUE EAST ON THE
 RD1406'HIGHWAY FOR 0.15 MILES TO THE BENCH MARK ON THE RIGHT, 50 FEET EAST OF
 RD1406'A CURVE SIGN, 27 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 23 FEET
 RD1406'WEST-SOUTHWEST OF TELEPHONE POLE NO. 830, 2 FEET EAST OF A METAL
 RD1406'WITNESS POST AND 10 FEET ABOVE THE LEVEL OF THE HIGHWAY, CEMENTED IN A
 RD1406'DRILL HOLE IN A ROUND BOULDER 2 1/2 FEET IN DIAMETER WITH LETTERS BM
 RD1406'PAINTED ON THE NORTH FACE OF THE BOULDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0688 ***********************************************************************
 NZ0688  DESIGNATION -  E 390
 NZ0688  PID         -  NZ0688
 NZ0688  STATE/COUNTY-  OR/JOSEPHINE
 NZ0688  USGS QUAD   -  TAKILMA (1989)
 NZ0688
 NZ0688                         *CURRENT SURVEY CONTROL
 NZ0688  ___________________________________________________________________
 NZ0688* NAD 83(1986)-  42 02 44.     (N)    123 33 07.     (W)     SCALED    
 NZ0688* NAVD 88     -      1034.754  (meters)    3394.86   (feet)  ADJUSTED  
 NZ0688  ___________________________________________________________________
 NZ0688  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 NZ0688  DYNAMIC HT  -        1034.256 (meters)    3393.22  (feet)  COMP
 NZ0688  MODELED GRAV-     980,103.7   (mgal)                       NAVD 88
 NZ0688
 NZ0688  VERT ORDER  -  SECOND    CLASS 0
 NZ0688
 NZ0688.The horizontal coordinates were scaled from a topographic map and have
 NZ0688.an estimated accuracy of +/- 6 seconds.
 NZ0688
 NZ0688.The orthometric height was determined by differential leveling
 NZ0688.and adjusted in June 1991.
 NZ0688
 NZ0688.The geoid height was determined by GEOID03.
 NZ0688
 NZ0688.The dynamic height is computed by dividing the NAVD 88
 NZ0688.geopotential number by the normal gravity value computed on the
 NZ0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0688.degrees latitude (g = 980.6199 gals.).
 NZ0688
 NZ0688.The modeled gravity was interpolated from observed gravity values.
 NZ0688
 NZ0688;                    North         East    Units  Estimated Accuracy
 NZ0688;SPC OR S     -    46,690.    1,247,360.      MT  (+/- 180 meters Scaled)
 NZ0688
 NZ0688                          SUPERSEDED SURVEY CONTROL
 NZ0688
 NZ0688  NGVD 29 (??/??/92) 1033.750  (m)         3391.56   (f) ADJ UNCH    2 0
 NZ0688
 NZ0688.Superseded values are not recommended for survey control.
 NZ0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0688.See file dsdata.txt to determine how the superseded data were derived.
 NZ0688
 NZ0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM543549(NAD 83)
 NZ0688_MARKER: DB = BENCH MARK DISK
 NZ0688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ0688_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NZ0688_STAMPING: E 390 1949
 NZ0688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0688+STABILITY: SURFACE MOTION
 NZ0688
 NZ0688  HISTORY     - Date     Condition        Report By
 NZ0688  HISTORY     - 1949     MONUMENTED       CGS
 NZ0688  HISTORY     - 19860512 MARK NOT FOUND   USGS
 NZ0688
 NZ0688                          STATION DESCRIPTION
 NZ0688
 NZ0688'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NZ0688'11.4 MI SE FROM OBRIEN.
 NZ0688'11.4 MILES SOUTHEAST ALONG THE HAPPY CAMP ROAD FROM THE POST OFFICE AT
 NZ0688'OBRIEN, ABOUT MIDWAY ON A SHORT TANGENT, 23 1/2 FEET EAST OF THE
 NZ0688'CENTER LINE OF THE ROAD, 19.3 FEET SOUTHEAST OF THE CENTER OF THE EAST
 NZ0688'END OF A CORRUGATED METAL PIPE CULVERT, 4.3 FEET EAST OF A WITNESS
 NZ0688'POST, ABOUT 2 1/2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A
 NZ0688'CONCRETE POST PROJECTING 0.1 FOOT ABOVE GROUND.
 NZ0688
 NZ0688                          STATION RECOVERY (1986)
 NZ0688
 NZ0688'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (ALM)
 NZ0688'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH0805 ***********************************************************************
 OH0805  DESIGNATION -  E 391
 OH0805  PID         -  OH0805
 OH0805  STATE/COUNTY-  OR/MALHEUR
 OH0805  USGS QUAD   -  ADRIAN (1967)
 OH0805
 OH0805                         *CURRENT SURVEY CONTROL
 OH0805  ___________________________________________________________________
 OH0805* NAD 83(1986)-  43 40 46.     (N)    117 02 13.     (W)     SCALED    
 OH0805* NAVD 88     -       682.051  (meters)    2237.70   (feet)  ADJUSTED  
 OH0805  ___________________________________________________________________
 OH0805  GEOID HEIGHT-         -17.93  (meters)                     GEOID03
 OH0805  DYNAMIC HT  -         681.815 (meters)    2236.92  (feet)  COMP
 OH0805  MODELED GRAV-     980,251.7   (mgal)                       NAVD 88
 OH0805
 OH0805  VERT ORDER  -  SECOND    CLASS 0
 OH0805
 OH0805.The horizontal coordinates were scaled from a topographic map and have
 OH0805.an estimated accuracy of +/- 6 seconds.
 OH0805
 OH0805.The orthometric height was determined by differential leveling
 OH0805.and adjusted in June 1991.
 OH0805
 OH0805.The geoid height was determined by GEOID03.
 OH0805
 OH0805.The dynamic height is computed by dividing the NAVD 88
 OH0805.geopotential number by the normal gravity value computed on the
 OH0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0805.degrees latitude (g = 980.6199 gals.).
 OH0805
 OH0805.The modeled gravity was interpolated from observed gravity values.
 OH0805
 OH0805;                    North         East    Units  Estimated Accuracy
 OH0805;SPC OR S     -   229,360.    1,779,150.      MT  (+/- 180 meters Scaled)
 OH0805
 OH0805                          SUPERSEDED SURVEY CONTROL
 OH0805
 OH0805  NGVD 29 (??/??/92)  681.118  (m)         2234.63   (f) ADJ UNCH    2 0
 OH0805
 OH0805.Superseded values are not recommended for survey control.
 OH0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0805.See file dsdata.txt to determine how the superseded data were derived.
 OH0805
 OH0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ970362(NAD 83)
 OH0805_MARKER: DB = BENCH MARK DISK
 OH0805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0805_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0805_STAMPING: E 391 1944
 OH0805_MARK LOGO: CGS   
 OH0805_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OH0805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0805+STABILITY: SURFACE MOTION
 OH0805
 OH0805  HISTORY     - Date     Condition        Report By
 OH0805  HISTORY     - 1944     MONUMENTED       CGS
 OH0805  HISTORY     - 19970910 GOOD             IDTD
 OH0805  HISTORY     - 20040323 POOR             JUBENG
 OH0805
 OH0805                          STATION DESCRIPTION
 OH0805
 OH0805'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 OH0805'7.2 MI SE FROM ADRIAN.
 OH0805'7.2 MILES SOUTHEAST OF THE POST OFFICE AT ADRIAN, MALHEUR COUNTY,
 OH0805'ALONG THE UNION PACIFIC RAILROAD, 1.0 MILE SOUTHEAST OF NAPTON SIDING,
 OH0805'65.1 FEET EAST OF SIGN READING NAPTON 1 MILE, 60 FEET NORTHWEST OF THE
 OH0805'INTERSECTION OF THE CENTERLINES OF INTERSECTING ROADS AT A CROSS ROAD,
 OH0805'45.4 FEET SOUTH OF THE SOUTH RAIL, 12.4 FEET NORTHWEST OF A GATE POST
 OH0805'AND 3.5 FEET WEST OF A 4 X 4 INCH WHITE WOODEN POST. A STANDARD BRONZE
 OH0805'DISK SET IN THE TOP OF A CONCRETE POST.
 OH0805
 OH0805                          STATION RECOVERY (1997)
 OH0805
 OH0805'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1997 (DSS)
 OH0805'THIS BENCH MARK WAS RECOVERED IN GOOD CONDITION AND MAY BE DESTROYED
 OH0805'IN THE FUTURE DUE TO THE PROPOSED UNION PACIFIC RAILROAD COMPANY RAIL
 OH0805'LINE ABANDONMENT.  MARK IS LOCATED 1.0 FOOT (0.3 M) SOUTH OF A
 OH0805'FIBERGLASS WITNESS POST AND PROJECTS ABOUT 2.0 FEET (0.6 M) ABOVE THE
 OH0805'GROUND SURFACE.
 OH0805
 OH0805                          STATION RECOVERY (2004)
 OH0805
 OH0805'RECOVERY NOTE BY JUB ENGINEERS INCORPORATED 2004 (TRR)
 OH0805'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0137 ***********************************************************************
 RA0137  DESIGNATION -  E 392
 RA0137  PID         -  RA0137
 RA0137  STATE/COUNTY-  OR/WALLOWA
 RA0137  USGS QUAD   -  TEMPERANCE CREEK (1990)
 RA0137
 RA0137                         *CURRENT SURVEY CONTROL
 RA0137  ___________________________________________________________________
 RA0137* NAD 83(2007)-  45 33 11.41268(N)    116 31 43.06474(W)     ADJUSTED  
 RA0137* NAVD 88     -       378.724  (meters)    1242.53   (feet)  ADJUSTED  
 RA0137  ___________________________________________________________________
 RA0137  X           -  -1,998,362.938 (meters)                     COMP
 RA0137  Y           -  -4,003,085.612 (meters)                     COMP
 RA0137  Z           -   4,530,868.439 (meters)                     COMP
 RA0137  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 RA0137  ELLIP HEIGHT-         363.083 (meters)          (02/29/08) ADJUSTED
 RA0137  GEOID HEIGHT-         -15.75  (meters)                     GEOID03
 RA0137  DYNAMIC HT  -         378.569 (meters)    1242.02  (feet)  COMP
 RA0137  MODELED GRAV-     980,203.5   (mgal)                       NAVD 88
 RA0137
 RA0137  HORZ ORDER  -  B
 RA0137  VERT ORDER  -  SECOND    CLASS 0
 RA0137  ELLP ORDER  -  FOURTH    CLASS I
 RA0137
 RA0137.The horizontal coordinates were established by GPS observations
 RA0137.and adjusted by the National Geodetic Survey in February 2008.
 RA0137
 RA0137.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 RA0137.See www.ngs.noaa.gov/NationalReadjustment for more information.
 RA0137
 RA0137.The orthometric height was determined by differential leveling
 RA0137.and adjusted in June 1991.
 RA0137
 RA0137.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RA0137
 RA0137.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA0137
 RA0137.The ellipsoidal height was determined by GPS observations
 RA0137.and is referenced to NAD 83.
 RA0137
 RA0137.The geoid height was determined by GEOID03.
 RA0137
 RA0137.The dynamic height is computed by dividing the NAVD 88
 RA0137.geopotential number by the normal gravity value computed on the
 RA0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0137.degrees latitude (g = 980.6199 gals.).
 RA0137
 RA0137.The modeled gravity was interpolated from observed gravity values.
 RA0137
 RA0137;                    North         East     Units Scale Factor Converg.
 RA0137;SPC OR N     -   217,252.819 2,809,951.800   MT  0.99991707   +2 48 59.2
 RA0137;SPC OR N     -   712,771.72  9,219,001.97   iFT  0.99991707   +2 48 59.2
 RA0137;UTM  11      - 5,044,511.631   536,792.015   MT  0.99961664   +0 20 11.5
 RA0137
 RA0137!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA0137!SPC OR N     -   0.99994308  x   0.99991707  =   0.99986016
 RA0137!UTM  11      -   0.99994308  x   0.99961664  =   0.99955974
 RA0137
 RA0137                          SUPERSEDED SURVEY CONTROL
 RA0137
 RA0137  NAVD 88 (02/29/08)  378.73   (m)         1242.5    (f) LEVELING    3  
 RA0137  NGVD 29 (??/??/92)  377.569  (m)         1238.74   (f) ADJ UNCH    2 0
 RA0137
 RA0137.Superseded values are not recommended for survey control.
 RA0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0137.See file dsdata.txt to determine how the superseded data were derived.
 RA0137
 RA0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL3679244512(NAD 83)
 RA0137_MARKER: DB = BENCH MARK DISK
 RA0137_SETTING: 80 = SET IN A BOULDER
 RA0137_SP_SET: BOULDER
 RA0137_STAMPING: E 392 1945
 RA0137_MARK LOGO: CGS   
 RA0137_MAGNETIC: N = NO MAGNETIC MATERIAL
 RA0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0137+STABILITY: SURFACE MOTION
 RA0137_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RA0137+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2007
 RA0137
 RA0137  HISTORY     - Date     Condition        Report By
 RA0137  HISTORY     - 1945     MONUMENTED       CGS
 RA0137  HISTORY     - 1946     GOOD             NGS
 RA0137  HISTORY     - 19930627 GOOD             LOCSUR
 RA0137  HISTORY     - 20030922 GOOD             JUBENG
 RA0137  HISTORY     - 20070515 GOOD             JUBENG
 RA0137
 RA0137                          STATION DESCRIPTION
 RA0137
 RA0137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RA0137'6.8 MI S FROM PITTSBURG LANDING, ID.
 RA0137'ALONG THE WEST BANK OF THE SNAKE RIVER, 6.8 MILES SOUTH OF AND ACROSS
 RA0137'THE RIVER FROM THE BOAT LANDING AT PITTSBURG LANDING, IN A SMALL
 RA0137'TRIANGULAR FIELD 150 FEET SOUTH OF THE MOUTH OF SALT CREEK, 285 FEET
 RA0137'EAST OF A STONE FENCE, 300 FEET WEST OF THE WEST BANK OF THE RIVER,
 RA0137'SET IN TOP OF A 4X6- FOOT BOULDER PROJECTING 3 FEET ABOVE THE GROUND,
 RA0137'LARGE B M PAINTED ON EAST SIDE OF BOULDER.
 RA0137
 RA0137                          STATION RECOVERY (1993)
 RA0137
 RA0137'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1993 (GEL)
 RA0137'RECOVERED AS DESCRIBED.
 RA0137
 RA0137                          STATION RECOVERY (2003)
 RA0137
 RA0137'RECOVERY NOTE BY JUB ENGINEERS INCORPORATED 2003 (TRR)
 RA0137'MARK REACHED VIA JET BOAT LAUNCHED AT PITTSBURGH LANDING.
 RA0137
 RA0137                          STATION RECOVERY (2007)
 RA0137
 RA0137'RECOVERY NOTE BY JUB ENGINEERS INCORPORATED 2007 (TRR)
 RA0137'LOCATED ON THE OREGON BANK AT SALT CREEK.  A USCGS BRASS CAP LOCATED
 RA0137'IN THE TOP OF A 4 FT (1.2 M) X 6 FT (1.8 M) BOULDER PROJECTING 3.0 FT
 RA0137'(0.9 M).  MARK IS ROUGHLY 300 FT (91.4 M) WEST OF THE RIVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0737 ***********************************************************************
 RA0737  DESIGNATION -  E 394
 RA0737  PID         -  RA0737
 RA0737  STATE/COUNTY-  OR/BAKER
 RA0737  USGS QUAD   -  DEADMAN POINT (1990)
 RA0737
 RA0737                         *CURRENT SURVEY CONTROL
 RA0737  ___________________________________________________________________
 RA0737* NAD 83(1986)-  45 00 48.     (N)    117 05 31.     (W)     SCALED    
 RA0737* NAVD 88     -      1797.144  (meters)    5896.13   (feet)  ADJUSTED  
 RA0737  ___________________________________________________________________
 RA0737  GEOID HEIGHT-         -15.75  (meters)                     GEOID03
 RA0737  DYNAMIC HT  -        1796.405 (meters)    5893.71  (feet)  COMP
 RA0737  MODELED GRAV-     980,140.4   (mgal)                       NAVD 88
 RA0737
 RA0737  VERT ORDER  -  SECOND    CLASS 0
 RA0737
 RA0737.The horizontal coordinates were scaled from a topographic map and have
 RA0737.an estimated accuracy of +/- 6 seconds.
 RA0737
 RA0737.The orthometric height was determined by differential leveling
 RA0737.and adjusted in June 1991.
 RA0737
 RA0737.The geoid height was determined by GEOID03.
 RA0737
 RA0737.The dynamic height is computed by dividing the NAVD 88
 RA0737.geopotential number by the normal gravity value computed on the
 RA0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0737.degrees latitude (g = 980.6199 gals.).
 RA0737
 RA0737.The modeled gravity was interpolated from observed gravity values.
 RA0737
 RA0737;                    North         East    Units  Estimated Accuracy
 RA0737;SPC OR N     -   155,310.    2,768,550.      MT  (+/- 180 meters Scaled)
 RA0737
 RA0737                          SUPERSEDED SURVEY CONTROL
 RA0737
 RA0737  NGVD 29 (??/??/92) 1795.930  (m)         5892.15   (f) ADJ UNCH    2 0
 RA0737
 RA0737.Superseded values are not recommended for survey control.
 RA0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0737.See file dsdata.txt to determine how the superseded data were derived.
 RA0737
 RA0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK927844(NAD 83)
 RA0737_MARKER: DB = BENCH MARK DISK
 RA0737_SETTING: 80 = SET IN A BOULDER
 RA0737_SP_SET: BOULDER
 RA0737_STAMPING: E 394 1945
 RA0737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0737+STABILITY: SURFACE MOTION
 RA0737
 RA0737  HISTORY     - Date     Condition        Report By
 RA0737  HISTORY     - 1945     MONUMENTED       CGS
 RA0737
 RA0737                          STATION DESCRIPTION
 RA0737
 RA0737'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RA0737'15.2 MI N FROM HALFWAY.
 RA0737'15.2 MILES NORTH OF THE POST OFFICE BY ROAD ALONG THE HALFWAY TO FISH
 RA0737'LAKE ROAD.  1.0 MILES WEST OF A BRIDGE OVER TRINITY CREEK.  16.5 FEET
 RA0737'NORTH OF THE CENTER-LINE OF THE ROAD.  TOP OF A GRANITE BOULDER AT THE
 RA0737'NORTH EDGE OF THE ROAD.  3.0 FEET ABOVE THE LEVEL OF THE ROAD. WHITE
 RA0737'BM PAINTED ON THE FACE OF THE BOULDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0506 ***********************************************************************
 RC0506  DESIGNATION -  E 395
 RC0506  PID         -  RC0506
 RC0506  STATE/COUNTY-  OR/SHERMAN
 RC0506  USGS QUAD   -  GRASS VALLEY (1962)
 RC0506
 RC0506                         *CURRENT SURVEY CONTROL
 RC0506  ___________________________________________________________________
 RC0506* NAD 83(1986)-  45 20 09.     (N)    120 47 20.     (W)     SCALED    
 RC0506* NAVD 88     -       726.674  (meters)    2384.10   (feet)  ADJUSTED  
 RC0506  ___________________________________________________________________
 RC0506  GEOID HEIGHT-         -21.01  (meters)                     GEOID03
 RC0506  DYNAMIC HT  -         726.563 (meters)    2383.73  (feet)  COMP
 RC0506  MODELED GRAV-     980,439.4   (mgal)                       NAVD 88
 RC0506
 RC0506  VERT ORDER  -  SECOND    CLASS 0
 RC0506
 RC0506.The horizontal coordinates were scaled from a topographic map and have
 RC0506.an estimated accuracy of +/- 6 seconds.
 RC0506
 RC0506.The orthometric height was determined by differential leveling
 RC0506.and adjusted in June 1991.
 RC0506
 RC0506.The geoid height was determined by GEOID03.
 RC0506
 RC0506.The dynamic height is computed by dividing the NAVD 88
 RC0506.geopotential number by the normal gravity value computed on the
 RC0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0506.degrees latitude (g = 980.6199 gals.).
 RC0506
 RC0506.The modeled gravity was interpolated from observed gravity values.
 RC0506
 RC0506;                    North         East    Units  Estimated Accuracy
 RC0506;SPC OR N     -   185,520.    2,477,360.      MT  (+/- 180 meters Scaled)
 RC0506
 RC0506                          SUPERSEDED SURVEY CONTROL
 RC0506
 RC0506  NGVD 29 (??/??/92)  725.645  (m)         2380.72   (f) ADJ UNCH    2 0
 RC0506
 RC0506.Superseded values are not recommended for survey control.
 RC0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0506.See file dsdata.txt to determine how the superseded data were derived.
 RC0506
 RC0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR732226(NAD 83)
 RC0506_MARKER: DD = SURVEY DISK
 RC0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC0506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC0506_STAMPING: E 395
 RC0506_MARK LOGO: ORDT  
 RC0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0506+STABILITY: SURFACE MOTION
 RC0506
 RC0506  HISTORY     - Date     Condition        Report By
 RC0506  HISTORY     - UNK      MONUMENTED       ORDT
 RC0506  HISTORY     - 1961     GOOD             NGS
 RC0506  HISTORY     - 1987     GOOD             NGS
 RC0506
 RC0506                          STATION DESCRIPTION
 RC0506
 RC0506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RC0506'1.2 MI SW FROM GRASS VALLEY.
 RC0506'FROM THE INTERSECTION OF U.S. HIGHWAY 97 AND STATE HIGHWAY 216 AT THE
 RC0506'SOUTHEAST EDGE OF GRASS VALLEY, GO SOUTHWEST ON STATE HIGHWAY 216 FOR
 RC0506'1.2 MILES, 190 FEET SOUTH AND ACROSS THE HIGHWAY FROM THE CENTER OF A
 RC0506'DRIVEWAY LEADING TO A LARGE TWO STORY BRICK HOUSE, 27-FEET EAST OF THE
 RC0506'CENTER LINE OF THE HIGHWAY, 1.2 FEET WEST OF THE EAST RIGHT OF WAY
 RC0506'FENCE, 1-FOOT SOUTH OF A METAL WITNESS POST, SET IN TOP OF A CONCRETE
 RC0506'POST PROJECTING ABOUT 2-INCHES ABOVE GROUND.
 RC0506
 RC0506                          STATION RECOVERY (1987)
 RC0506
 RC0506'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RC0506'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1118 ***********************************************************************
 RC1118  DESIGNATION -  E 396
 RC1118  PID         -  RC1118
 RC1118  STATE/COUNTY-  OR/WASCO
 RC1118  USGS QUAD   -  MAUPIN SW (1962)
 RC1118
 RC1118                         *CURRENT SURVEY CONTROL
 RC1118  ___________________________________________________________________
 RC1118* NAD 83(1986)-  45 05 41.     (N)    121 07 38.     (W)     SCALED    
 RC1118* NAVD 88     -       294.355  (meters)     965.73   (feet)  ADJUSTED  
 RC1118  ___________________________________________________________________
 RC1118  GEOID HEIGHT-         -21.37  (meters)                     GEOID03
 RC1118  DYNAMIC HT  -         294.296 (meters)     965.54  (feet)  COMP
 RC1118  MODELED GRAV-     980,410.9   (mgal)                       NAVD 88
 RC1118
 RC1118  VERT ORDER  -  SECOND    CLASS 0
 RC1118
 RC1118.The horizontal coordinates were scaled from a topographic map and have
 RC1118.an estimated accuracy of +/- 6 seconds.
 RC1118
 RC1118.The orthometric height was determined by differential leveling
 RC1118.and adjusted in June 1991.
 RC1118
 RC1118.The geoid height was determined by GEOID03.
 RC1118
 RC1118.The dynamic height is computed by dividing the NAVD 88
 RC1118.geopotential number by the normal gravity value computed on the
 RC1118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1118.degrees latitude (g = 980.6199 gals.).
 RC1118
 RC1118.The modeled gravity was interpolated from observed gravity values.
 RC1118
 RC1118;                    North         East    Units  Estimated Accuracy
 RC1118;SPC OR N     -   158,880.    2,450,630.      MT  (+/- 180 meters Scaled)
 RC1118
 RC1118                          SUPERSEDED SURVEY CONTROL
 RC1118
 RC1118  NGVD 29 (??/??/92)  293.308  (m)          962.29   (f) ADJ UNCH    2 0
 RC1118
 RC1118.Superseded values are not recommended for survey control.
 RC1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1118.See file dsdata.txt to determine how the superseded data were derived.
 RC1118
 RC1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ473951(NAD 83)
 RC1118_MARKER: DB = BENCH MARK DISK
 RC1118_SETTING: 66 = SET IN ROCK OUTCROP
 RC1118_SP_SET: ROCK LEDGE
 RC1118_STAMPING: E 396 1946
 RC1118_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RC1118+STABILITY: POSITION/ELEVATION WELL
 RC1118
 RC1118  HISTORY     - Date     Condition        Report By
 RC1118  HISTORY     - 1946     MONUMENTED       CGS
 RC1118
 RC1118                          STATION DESCRIPTION
 RC1118
 RC1118'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RC1118'1.85 MI N FROM NENA.
 RC1118'ALONG OREGON TRUNK RAILWAY, 1.85 MILE NORTH OF STATION AT NENA, 3
 RC1118'TELEPHONE POLES SOUTHWEST OF SOUTHWEST END OF CUT, 4 1/2 RAILS
 RC1118'SOUTHWEST OF CULVERT NO. T 61.53 UNDER TRACK, AT NORTHEAST END OF ROCK
 RC1118'BANK, 11.0 FEET NORTHWEST OF NORTHWEST RAIL, 4.5 FEET SOUTHWEST OF
 RC1118'SOUTHWEST EDGE OF MOUTH OF SMALL CAVE IN ROCK BANK, SET IN ROCK LEDGE
 RC1118'ABOUT 3 1/2 FEET ABOVE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0412 ***********************************************************************
 RC0412  DESIGNATION -  E 397
 RC0412  PID         -  RC0412
 RC0412  STATE/COUNTY-  OR/WASCO
 RC0412  USGS QUAD   -  SINAMOX (1962)
 RC0412
 RC0412                         *CURRENT SURVEY CONTROL
 RC0412  ___________________________________________________________________
 RC0412* NAD 83(1986)-  45 19 35.     (N)    120 56 47.     (W)     SCALED    
 RC0412* NAVD 88     -       176.269  (meters)     578.31   (feet)  ADJUSTED  
 RC0412  ___________________________________________________________________
 RC0412  GEOID HEIGHT-         -21.22  (meters)                     GEOID03
 RC0412  DYNAMIC HT  -         176.239 (meters)     578.21  (feet)  COMP
 RC0412  MODELED GRAV-     980,446.5   (mgal)                       NAVD 88
 RC0412
 RC0412  VERT ORDER  -  SECOND    CLASS 0
 RC0412
 RC0412.The horizontal coordinates were scaled from a topographic map and have
 RC0412.an estimated accuracy of +/- 6 seconds.
 RC0412
 RC0412.The orthometric height was determined by differential leveling
 RC0412.and adjusted in June 1991.
 RC0412
 RC0412.The geoid height was determined by GEOID03.
 RC0412
 RC0412.The dynamic height is computed by dividing the NAVD 88
 RC0412.geopotential number by the normal gravity value computed on the
 RC0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0412.degrees latitude (g = 980.6199 gals.).
 RC0412
 RC0412.The modeled gravity was interpolated from observed gravity values.
 RC0412
 RC0412;                    North         East    Units  Estimated Accuracy
 RC0412;SPC OR N     -   184,530.    2,465,010.      MT  (+/- 180 meters Scaled)
 RC0412
 RC0412                          SUPERSEDED SURVEY CONTROL
 RC0412
 RC0412  NGVD 29 (??/??/92)  175.239  (m)          574.93   (f) ADJ UNCH    2 0
 RC0412
 RC0412.Superseded values are not recommended for survey control.
 RC0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0412.See file dsdata.txt to determine how the superseded data were derived.
 RC0412
 RC0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR609212(NAD 83)
 RC0412_MARKER: DB = BENCH MARK DISK
 RC0412_SETTING: 80 = SET IN A BOULDER
 RC0412_SP_SET: BOULDER
 RC0412_STAMPING: E 397 1946
 RC0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0412+STABILITY: SURFACE MOTION
 RC0412
 RC0412  HISTORY     - Date     Condition        Report By
 RC0412  HISTORY     - 1946     MONUMENTED       CGS
 RC0412
 RC0412                          STATION DESCRIPTION
 RC0412
 RC0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RC0412'3.05 MI N FROM OAKBROOK.
 RC0412'ALONG OREGON TRUNK RAILWAY, 3.05 MILES NORTH OF STATION AT OAKBROOK
 RC0412'SIDING, ON EAST SLOPE OF EAST BANK OF A SMALL OUT, 90.4 FEET EAST OF
 RC0412'EAST RAIL, 85.0 FEET SOUTHEAST OF CENTER OF EAST END OF CULVERT NO. T
 RC0412'36.47 UNDER TRACK, 53.0 FEET SOUTH OF CENTER OF DITCH CUT THROUGH EAST
 RC0412'BANK OF CUT FOR WATER PASSAGE FROM CULVERT NO. T 36.47, SET IN
 RC0412'EMBEDDED BOULDER ABOUT 3 FEET BELOW TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0631 ***********************************************************************
 RC0631  DESIGNATION -  E 398
 RC0631  PID         -  RC0631
 RC0631  STATE/COUNTY-  OR/WASCO
 RC0631  USGS QUAD   -  EMERSON (1994)
 RC0631
 RC0631                         *CURRENT SURVEY CONTROL
 RC0631  ___________________________________________________________________
 RC0631* NAD 83(1986)-  45 32 55.     (N)    120 54 03.     (W)     SCALED    
 RC0631* NAVD 88     -       102.926  (meters)     337.68   (feet)  ADJUSTED  
 RC0631  ___________________________________________________________________
 RC0631  GEOID HEIGHT-         -21.35  (meters)                     GEOID03
 RC0631  DYNAMIC HT  -         102.919 (meters)     337.66  (feet)  COMP
 RC0631  MODELED GRAV-     980,548.1   (mgal)                       NAVD 88
 RC0631
 RC0631  VERT ORDER  -  SECOND    CLASS 0
 RC0631
 RC0631.The horizontal coordinates were scaled from a topographic map and have
 RC0631.an estimated accuracy of +/- 6 seconds.
 RC0631
 RC0631.The orthometric height was determined by differential leveling
 RC0631.and adjusted in June 1991.
 RC0631
 RC0631.The geoid height was determined by GEOID03.
 RC0631
 RC0631.The dynamic height is computed by dividing the NAVD 88
 RC0631.geopotential number by the normal gravity value computed on the
 RC0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0631.degrees latitude (g = 980.6199 gals.).
 RC0631
 RC0631.The modeled gravity was interpolated from observed gravity values.
 RC0631
 RC0631;                    North         East    Units  Estimated Accuracy
 RC0631;SPC OR N     -   209,200.    2,468,700.      MT  (+/- 180 meters Scaled)
 RC0631
 RC0631                          SUPERSEDED SURVEY CONTROL
 RC0631
 RC0631  NGVD 29 (??/??/92)  101.920  (m)          334.38   (f) ADJ UNCH    2 0
 RC0631
 RC0631.Superseded values are not recommended for survey control.
 RC0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0631.See file dsdata.txt to determine how the superseded data were derived.
 RC0631
 RC0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR638460(NAD 83)
 RC0631_MARKER: DB = BENCH MARK DISK
 RC0631_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RC0631_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RC0631_STAMPING: E 398 1946
 RC0631_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC0631
 RC0631  HISTORY     - Date     Condition        Report By
 RC0631  HISTORY     - 1946     MONUMENTED       CGS
 RC0631
 RC0631                          STATION DESCRIPTION
 RC0631
 RC0631'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RC0631'14.35 MI N FROM DIKE.
 RC0631'ALONG OREGON TRUNK RAILWAY, 14.35 MILES NORTH OF STATION AT DIKE, 0.2
 RC0631'MILE SOUTHEAST OF TELEPHONE BOOTH AT KLOAN SIDING, 74.7 FEET SOUTHEAST
 RC0631'OF CENTER OF NORTHEAST END OF CULVERT NO. T11.28, 34.4 FEET NORTHEAST
 RC0631'OF NORTHEAST RAIL, 5.0 FEET SOUTHEAST OF THE SIXTH TELEPHONE POLE
 RC0631'SOUTHEAST OF THE TELEPHONE BOOTH AT KLOAN SIDING, 2.2 FEET NORTHWEST
 RC0631'OF A REFERENCE POST, BRAZED ON TOP OF A 3-INCH CAST IRON SOIL PIPE AND
 RC0631'SET IN CONCRETE, ABOUT THE SAME ELEVATION AS THE TRACK AND PROJECTING
 RC0631'0.3 FOOT ABOVE GROUND, ALSO ABOUT 200 FEET EAST OF LOCATION SELECTED
 RC0631'FOR KLOAN TRIANGULATION STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0514 ***********************************************************************
 RA0514  DESIGNATION -  E 399
 RA0514  PID         -  RA0514
 RA0514  STATE/COUNTY-  OR/WALLOWA
 RA0514  USGS QUAD   -  CACTUS MTN (1963)
 RA0514
 RA0514                         *CURRENT SURVEY CONTROL
 RA0514  ___________________________________________________________________
 RA0514* NAD 83(1986)-  45 45 52.     (N)    116 44 55.     (W)     SCALED    
 RA0514* NAVD 88     -       357.812  (meters)    1173.92   (feet)  ADJUSTED  
 RA0514  ___________________________________________________________________
 RA0514  GEOID HEIGHT-         -16.48  (meters)                     GEOID03
 RA0514  DYNAMIC HT  -         357.775 (meters)    1173.80  (feet)  COMP
 RA0514  MODELED GRAV-     980,505.2   (mgal)                       NAVD 88
 RA0514
 RA0514  VERT ORDER  -  SECOND    CLASS 0
 RA0514
 RA0514.The horizontal coordinates were scaled from a topographic map and have
 RA0514.an estimated accuracy of +/- 6 seconds.
 RA0514
 RA0514.The orthometric height was determined by differential leveling
 RA0514.and adjusted in June 1991.
 RA0514
 RA0514.The geoid height was determined by GEOID03.
 RA0514
 RA0514.The dynamic height is computed by dividing the NAVD 88
 RA0514.geopotential number by the normal gravity value computed on the
 RA0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0514.degrees latitude (g = 980.6199 gals.).
 RA0514
 RA0514.The modeled gravity was interpolated from observed gravity values.
 RA0514
 RA0514;                    North         East    Units  Estimated Accuracy
 RA0514;SPC OR N     -   239,890.    2,791,710.      MT  (+/- 180 meters Scaled)
 RA0514
 RA0514                          SUPERSEDED SURVEY CONTROL
 RA0514
 RA0514  NGVD 29 (??/??/92)  356.731  (m)         1170.38   (f) ADJ UNCH    2 0
 RA0514
 RA0514.Superseded values are not recommended for survey control.
 RA0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0514.See file dsdata.txt to determine how the superseded data were derived.
 RA0514
 RA0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL195679(NAD 83)
 RA0514_MARKER: DB = BENCH MARK DISK
 RA0514_SETTING: 80 = SET IN A BOULDER
 RA0514_SP_SET: BOULDER
 RA0514_STAMPING: E 399 1945
 RA0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0514+STABILITY: SURFACE MOTION
 RA0514
 RA0514  HISTORY     - Date     Condition        Report By
 RA0514  HISTORY     - 1945     MONUMENTED       CGS
 RA0514
 RA0514                          STATION DESCRIPTION
 RA0514
 RA0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RA0514'3.95 MI S FROM MOUTH OF IMNAHA RIVER.
 RA0514'3.95 MILES SOUTH ALONG THE WEST BANK OF THE IMNAHA RIVER FROM THE
 RA0514'MOUTH AT THE SNAKE RIVER, ABOUT 200 FEET NORTHWEST OF A WOODEN BRIDGE
 RA0514'OVER RIVER USED ON THE TRAIL, ABOUT 400 FEET WEST OF A GATE IN FENCE
 RA0514'ON EAST SIDE OF RIVER, ABOUT 50 FEET EAST OF TRAIL.  BRONZE BENCH MARK
 RA0514'DISK SET IN TOP OF A BOULDER.  ABOVE HIGH WATER LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0290 ***********************************************************************
 RC0290  FBN         -  This is a Federal Base Network Control Station.
 RC0290  DESIGNATION -  E 40
 RC0290  PID         -  RC0290
 RC0290  STATE/COUNTY-  OR/GILLIAM
 RC0290  USGS QUAD   -  CONDON (1987)
 RC0290
 RC0290                         *CURRENT SURVEY CONTROL
 RC0290  ___________________________________________________________________
 RC0290* NAD 83(2007)-  45 14 35.75460(N)    120 10 46.69355(W)     ADJUSTED  
 RC0290* NAVD 88     -       883.518  (meters)    2898.68   (feet)  ADJUSTED  
 RC0290  ___________________________________________________________________
 RC0290  EPOCH DATE  -        2007.00
 RC0290  X           -  -2,261,725.445 (meters)                     COMP
 RC0290  Y           -  -3,889,212.112 (meters)                     COMP
 RC0290  Z           -   4,507,037.282 (meters)                     COMP
 RC0290  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 RC0290  ELLIP HEIGHT-         863.021 (meters)          (02/10/07) ADJUSTED
 RC0290  GEOID HEIGHT-         -20.50  (meters)                     GEOID03
 RC0290  DYNAMIC HT  -         883.343 (meters)    2898.10  (feet)  COMP
 RC0290
 RC0290  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 RC0290  Type    PID    Designation                      North   East  Ellip
 RC0290  -------------------------------------------------------------------
 RC0290  NETWORK RC0290 E 40                              0.59   0.49   1.41
 RC0290  -------------------------------------------------------------------
 RC0290  MODELED GRAV-     980,388.6   (mgal)                       NAVD 88
 RC0290
 RC0290  VERT ORDER  -  FIRST     CLASS II
 RC0290
 RC0290.The horizontal coordinates were established by GPS observations
 RC0290.and adjusted by the National Geodetic Survey in February 2007.
 RC0290
 RC0290.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 RC0290.See www.ngs.noaa.gov/NationalReadjustment for more information.
 RC0290.The horizontal coordinates are valid at the epoch date displayed above.
 RC0290.The epoch date for horizontal control is a decimal equivalence
 RC0290.of Year/Month/Day.
 RC0290
 RC0290.The orthometric height was determined by differential leveling
 RC0290.and adjusted in June 1991.
 RC0290
 RC0290.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RC0290
 RC0290.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC0290
 RC0290.The ellipsoidal height was determined by GPS observations
 RC0290.and is referenced to NAD 83.
 RC0290
 RC0290.The geoid height was determined by GEOID03.
 RC0290
 RC0290.The dynamic height is computed by dividing the NAVD 88
 RC0290.geopotential number by the normal gravity value computed on the
 RC0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0290.degrees latitude (g = 980.6199 gals.).
 RC0290
 RC0290.The modeled gravity was interpolated from observed gravity values.
 RC0290
 RC0290;                    North         East     Units Scale Factor Converg.
 RC0290;SPC OR N     -   175,243.733 2,525,149.789   MT  0.99989543   +0 13 37.9
 RC0290;SPC OR N     -   574,946.63  8,284,612.17   iFT  0.99989543   +0 13 37.9
 RC0290;UTM  10      - 5,013,844.716   721,344.465   MT  1.00020244   +2 00 12.8
 RC0290
 RC0290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC0290!SPC OR N     -   0.99986471  x   0.99989543  =   0.99976016
 RC0290!UTM  10      -   0.99986471  x   1.00020244  =   1.00006712
 RC0290
 RC0290                          SUPERSEDED SURVEY CONTROL
 RC0290
 RC0290  NAD 83(1998)-  45 14 35.75342(N)    120 10 46.69225(W) AD(       ) A
 RC0290  ELLIP H (03/21/00)  863.017  (m)                       GP(       ) 3 2
 RC0290  NAD 83(1991)-  45 14 35.75182(N)    120 10 46.69180(W) AD(       ) B
 RC0290  ELLIP H (02/25/91)  863.199  (m)                       GP(       ) 4 1
 RC0290  NAVD 88 (10/13/99)  883.52   (m)         2898.7    (f) LEVELING    3  
 RC0290  NGVD 29 (??/??/92)  882.423  (m)         2895.08   (f) ADJ UNCH    1 2
 RC0290
 RC0290.Superseded values are not recommended for survey control.
 RC0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0290.See file dsdata.txt to determine how the superseded data were derived.
 RC0290
 RC0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGR2134413845(NAD 83)
 RC0290_MARKER: DB = BENCH MARK DISK
 RC0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC0290_SP_SET: CONCRETE POST
 RC0290_STAMPING: E 40 1930 2895.211
 RC0290_MARK LOGO: CGS   
 RC0290_PROJECTION: PROJECTING 15 CENTIMETERS
 RC0290_MAGNETIC: N = NO MAGNETIC MATERIAL
 RC0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0290+STABILITY: SURFACE MOTION
 RC0290_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RC0290+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2003
 RC0290
 RC0290  HISTORY     - Date     Condition        Report By
 RC0290  HISTORY     - 1930     MONUMENTED       CGS
 RC0290  HISTORY     - 1963     GOOD             NGS
 RC0290  HISTORY     - 1987     GOOD             USPSQD
 RC0290  HISTORY     - 19890503 GOOD             ORDT
 RC0290  HISTORY     - 19980531 GOOD             NGS
 RC0290  HISTORY     - 19981010 GOOD             NGS
 RC0290  HISTORY     - 20030108 GOOD             WHPACI
 RC0290
 RC0290                          STATION DESCRIPTION
 RC0290
 RC0290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 RC0290'0.7 MI N FROM CONDON.
 RC0290'0.7 MILE NORTH ALONG STATE HIGHWAY 19 FROM THE CONDON POST OFFICE NEAR
 RC0290'THE NORTHWEST CORNER OF THE FAIR GROUNDS, AT A ROAD INTERSECTION, 41
 RC0290'FEET WEST OF THE CENTER OF THE HIGHWAY, 40 FEET NORTH OF THE CENTER OF
 RC0290'A CROSS STREET, 21 FEET NORTHWEST OF A RIGHT ANGLE FORMED BY TWO
 RC0290'CULVERTS, 12 FEET NORTHEAST OF A POWER POLE, 5 FEET NORTHEAST OF A
 RC0290'FENCE CORNER AND 0.5 FOOT NORTH OF A METAL WITNESS POST. THE MONUMENT
 RC0290'PROJECTS 6 INCHES.
 RC0290
 RC0290                          STATION RECOVERY (1987)
 RC0290
 RC0290'RECOVERY NOTE BY US POWER SQUADRON 1987 (RCC)
 RC0290'RECOVERED IN GOOD CONDITION.
 RC0290
 RC0290                          STATION RECOVERY (1989)
 RC0290
 RC0290'RECOVERY NOTE BY OREGON DEPARTMENT OF TRANSPORTATION 1989
 RC0290'THE STATION IS ABOUT .96 KM (0.60 MI) NORTH
 RC0290'ALONG THE JOHN DAY HIGHWAY FROM CONDON, AT MILEAGE 37.4 ACROSS THE
 RC0290'HIGHWAY FROM THE NORTHWEST CORNER OF THE FAIRGROUNDS, IN THE
 RC0290'NORTHWEST QUADRANT OF A ROAD INTERSECTION, 11.3 M (37.1 FT) NORTH OF
 RC0290'THE CENTERLINE OF THE CROSSROAD, ABOUT 12 M (39.4 FT) WEST OF THE
 RC0290'CENTERLINE OF THE HIGHWAY.
 RC0290'DESCRIBED BY PHILLIP V. LEWELLYN, ORDOT,
 RC0290
 RC0290                          STATION RECOVERY (1998)
 RC0290
 RC0290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CLS)
 RC0290'THE STATION IS LOCATED ON THE NORTH EDGE OF CONDON, IN THE NORTHWEST
 RC0290'QUADRANT OF THE INTERSECTION OF STATE HIGHWAY 19 AND COTTONWOOD LANE,
 RC0290'AND WEST ACROSS HIGHWAY FROM THE NORTHWEST CORNER OF THE GILLIAM
 RC0290'COUNTY FAIR GROUNDS.  OWNERSHIP--OREGON DEPARTMENT OF TRANSPORTATION.
 RC0290'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 19 AND 206
 RC0290'LEADING WEST TO WASCO (MAIN AND WALNUT STREETS) IN CENTRAL CONDON, GO
 RC0290'EAST THEN NORTHERLY ON HIGHWAY 19 FOR 1.0 KM (0.60 MI) TO THE STATION
 RC0290'ON THE LEFT IN THE NORTHWEST CORNER OF THE CROSS ROAD.  THE STATION IS
 RC0290'A STANDARD BENCH MARK DISK SET IN TOP OF A 30 CM SQUARE CONCRETE
 RC0290'MONUMENT PROJECTING 10 CM ABOVE GROUND.  IT IS 12.9 M (42.3 FT) WEST
 RC0290'FROM THE CENTER OF THE HIGHWAY, 11.2 M (36.7 FT) NORTH FROM THE CENTER
 RC0290'OF COTTONWOOD LANE, 10.8 M (35.4 FT) SOUTH FROM A WOODEN GILLIAM
 RC0290'HISTORICAL MUSEUM SIGN, 3.8 M (12.5 FT) WEST FROM A WOODEN SIGN
 RC0290'DIRECTING FAIRGROUNDS, CEMETERY, AND AIRPORT, 2.4 M (7.9 FT) NORTHEAST
 RC0290'FROM POWER POLE NUMBER 6-2-7-L1 WITH TWO GUY WIRES ON ITS NORTH SIDE,
 RC0290'2.4 M (7.9 FT) SOUTHWEST FROM A SHORT METAL PIPE, AND 0.3 M (1.0 FT)
 RC0290'NORTH FROM A METAL WITNESS POST.
 RC0290
 RC0290                          STATION RECOVERY (1998)
 RC0290
 RC0290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 RC0290'RECOVERED AS DESCRIBED.
 RC0290
 RC0290                          STATION RECOVERY (2003)
 RC0290
 RC0290'RECOVERY NOTE BY W + H PACIFIC, INCORPORATED 2003 (SJG)
 RC0290'RECOVEREY NOTE BY WH PACIFIC, JANUARY 2003 RECOVERED IN GOOD
 RC0290'CONDITIONS
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0416 ***********************************************************************
 RA0416  DESIGNATION -  E 400
 RA0416  PID         -  RA0416
 RA0416  STATE/COUNTY-  OR/WALLOWA
 RA0416  USGS QUAD   -  IMNAHA (1990)
 RA0416
 RA0416                         *CURRENT SURVEY CONTROL
 RA0416  ___________________________________________________________________
 RA0416* NAD 83(1986)-  45 30 05.     (N)    116 48 22.     (W)     SCALED    
 RA0416* NAVD 88     -       699.780  (meters)    2295.86   (feet)  ADJUSTED  
 RA0416  ___________________________________________________________________
 RA0416  GEOID HEIGHT-         -15.79  (meters)                     GEOID03
 RA0416  DYNAMIC HT  -         699.631 (meters)    2295.37  (feet)  COMP
 RA0416  MODELED GRAV-     980,380.9   (mgal)                       NAVD 88
 RA0416
 RA0416  VERT ORDER  -  SECOND    CLASS 0
 RA0416
 RA0416.The horizontal coordinates were scaled from a topographic map and have
 RA0416.an estimated accuracy of +/- 6 seconds.
 RA0416
 RA0416.The orthometric height was determined by differential leveling
 RA0416.and adjusted in June 1991.
 RA0416
 RA0416.The geoid height was determined by GEOID03.
 RA0416
 RA0416.The dynamic height is computed by dividing the NAVD 88
 RA0416.geopotential number by the normal gravity value computed on the
 RA0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0416.degrees latitude (g = 980.6199 gals.).
 RA0416
 RA0416.The modeled gravity was interpolated from observed gravity values.
 RA0416
 RA0416;                    North         East    Units  Estimated Accuracy
 RA0416;SPC OR N     -   210,480.    2,788,570.      MT  (+/- 180 meters Scaled)
 RA0416
 RA0416                          SUPERSEDED SURVEY CONTROL
 RA0416
 RA0416  NGVD 29 (??/??/92)  698.631  (m)         2292.09   (f) ADJ UNCH    2 0
 RA0416
 RA0416.Superseded values are not recommended for survey control.
 RA0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0416.See file dsdata.txt to determine how the superseded data were derived.
 RA0416
 RA0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL151386(NAD 83)
 RA0416_MARKER: DB = BENCH MARK DISK
 RA0416_SETTING: 66 = SET IN ROCK OUTCROP
 RA0416_SP_SET: ROCK OUTCROP
 RA0416_STAMPING: E 400 1945
 RA0416_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA0416+STABILITY: POSITION/ELEVATION WELL
 RA0416
 RA0416  HISTORY     - Date     Condition        Report By
 RA0416  HISTORY     - 1945     MONUMENTED       CGS
 RA0416  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RA0416
 RA0416                          STATION DESCRIPTION
 RA0416
 RA0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RA0416'5.0 MI S FROM IMNAHA.
 RA0416'5.0 MILES SOUTH ALONG THE UPPER IMNAHA ROAD FROM THE POST OFFICE AT
 RA0416'IMNAHA, SET IN THE TOP OF A ROCK OUTCROP, AT THE SOUTHEAST END OF A
 RA0416'CULTIVATED FIELD ON THE SOUTHWEST SIDE OF ROAD, 24 FEET NORTHEAST OF
 RA0416'CENTER-LINE OF ROAD, 10 FEET NORTH OF MILEPOST NO. 5, ABOUT 6 FEET
 RA0416'ABOVE ROAD LEVEL, ABOUT LEVEL WITH THE GROUND, 9 FEET SOUTHWEST OF THE
 RA0416'FENCE.  BRONZE BENCH MARK DISK.
 RA0416
 RA0416                          STATION RECOVERY (1987)
 RA0416
 RA0416'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBD)
 RA0416'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0496 ***********************************************************************
 RA0496  DESIGNATION -  E 401
 RA0496  PID         -  RA0496
 RA0496  STATE/COUNTY-  OR/WALLOWA
 RA0496  USGS QUAD   -  IMNAHA (1990)
 RA0496
 RA0496                         *CURRENT SURVEY CONTROL
 RA0496  ___________________________________________________________________
 RA0496* NAD 83(1986)-  45 35 07.     (N)    116 50 12.     (W)     SCALED    
 RA0496* NAVD 88     -       593.873  (meters)    1948.40   (feet)  ADJUSTED  
 RA0496  ___________________________________________________________________
 RA0496  GEOID HEIGHT-         -16.01  (meters)                     GEOID03
 RA0496  DYNAMIC HT  -         593.772 (meters)    1948.07  (feet)  COMP
 RA0496  MODELED GRAV-     980,427.4   (mgal)                       NAVD 88
 RA0496
 RA0496  VERT ORDER  -  SECOND    CLASS 0
 RA0496
 RA0496.The horizontal coordinates were scaled from a topographic map and have
 RA0496.an estimated accuracy of +/- 6 seconds.
 RA0496
 RA0496.The orthometric height was determined by differential leveling
 RA0496.and adjusted in June 1991.
 RA0496
 RA0496.The geoid height was determined by GEOID03.
 RA0496
 RA0496.The dynamic height is computed by dividing the NAVD 88
 RA0496.geopotential number by the normal gravity value computed on the
 RA0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0496.degrees latitude (g = 980.6199 gals.).
 RA0496
 RA0496.The modeled gravity was interpolated from observed gravity values.
 RA0496
 RA0496;                    North         East    Units  Estimated Accuracy
 RA0496;SPC OR N     -   219,680.    2,785,770.      MT  (+/- 180 meters Scaled)
 RA0496
 RA0496                          SUPERSEDED SURVEY CONTROL
 RA0496
 RA0496  NGVD 29 (??/??/92)  592.745  (m)         1944.70   (f) ADJ UNCH    2 0
 RA0496
 RA0496.Superseded values are not recommended for survey control.
 RA0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0496.See file dsdata.txt to determine how the superseded data were derived.
 RA0496
 RA0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL127479(NAD 83)
 RA0496_MARKER: DB = BENCH MARK DISK
 RA0496_SETTING: 80 = SET IN A BOULDER
 RA0496_SP_SET: BOULDER
 RA0496_STAMPING: E 401 1945
 RA0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0496+STABILITY: SURFACE MOTION
 RA0496
 RA0496  HISTORY     - Date     Condition        Report By
 RA0496  HISTORY     - 1945     MONUMENTED       CGS
 RA0496
 RA0496                          STATION DESCRIPTION
 RA0496
 RA0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RA0496'1.8 MI N FROM IMNAHA.
 RA0496'1.8 MILES NORTH ALONG THE LOWER IMNAHA ROAD FROM THE POST OFFICE AT
 RA0496'IMNAHA, SET IN THE TOP OF A BOULDER, AT SUMMIT OF HILL, BETWEEN THE
 RA0496'ROAD AND THE FENCE, ABOUT 275 FEET NORTHWEST OF A WOODEN GATE ON THE
 RA0496'SOUTHWEST SIDE OF ROAD, 24 FEET NORTHEAST OF CENTER-LINE OF ROAD, 16
 RA0496'FEET SOUTHWEST OF FENCE, ABOUT 3 FEET ABOVE THE ROAD AND ABOUT 1.5
 RA0496'FEET ABOVE THE GROUND.  BRONZE BENCH MARK DISK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0726 ***********************************************************************
 RA0726  DESIGNATION -  E 402
 RA0726  PID         -  RA0726
 RA0726  STATE/COUNTY-  OR/WALLOWA
 RA0726  USGS QUAD   -  KINNEY LAKE (1990)
 RA0726
 RA0726                         *CURRENT SURVEY CONTROL
 RA0726  ___________________________________________________________________
 RA0726* NAD 83(1986)-  45 17 16.     (N)    117 03 29.     (W)     SCALED    
 RA0726* NAVD 88     -      1615.523  (meters)    5300.26   (feet)  ADJUSTED  
 RA0726  ___________________________________________________________________
 RA0726  GEOID HEIGHT-         -15.56  (meters)                     GEOID03
 RA0726  DYNAMIC HT  -        1614.929 (meters)    5298.31  (feet)  COMP
 RA0726  MODELED GRAV-     980,190.9   (mgal)                       NAVD 88
 RA0726
 RA0726  VERT ORDER  -  SECOND    CLASS 0
 RA0726
 RA0726.The horizontal coordinates were scaled from a topographic map and have
 RA0726.an estimated accuracy of +/- 6 seconds.
 RA0726
 RA0726.The orthometric height was determined by differential leveling
 RA0726.and adjusted in June 1991.
 RA0726
 RA0726.The geoid height was determined by GEOID03.
 RA0726
 RA0726.The dynamic height is computed by dividing the NAVD 88
 RA0726.geopotential number by the normal gravity value computed on the
 RA0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0726.degrees latitude (g = 980.6199 gals.).
 RA0726
 RA0726.The modeled gravity was interpolated from observed gravity values.
 RA0726
 RA0726;                    North         East    Units  Estimated Accuracy
 RA0726;SPC OR N     -   185,890.    2,769,920.      MT  (+/- 180 meters Scaled)
 RA0726
 RA0726                          SUPERSEDED SURVEY CONTROL
 RA0726
 RA0726  NGVD 29 (??/??/92) 1614.240  (m)         5296.05   (f) ADJ UNCH    2 0
 RA0726
 RA0726.Superseded values are not recommended for survey control.
 RA0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0726.See file dsdata.txt to determine how the superseded data were derived.
 RA0726
 RA0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML954149(NAD 83)
 RA0726_MARKER: DB = BENCH MARK DISK
 RA0726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RA0726_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RA0726_STAMPING: E 402 1945
 RA0726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0726+STABILITY: SURFACE MOTION
 RA0726
 RA0726  HISTORY     - Date     Condition        Report By
 RA0726  HISTORY     - 1945     MONUMENTED       CGS
 RA0726  HISTORY     - 1946     GOOD             NGS
 RA0726
 RA0726                          STATION DESCRIPTION
 RA0726
 RA0726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RA0726'13.9 MI SE FROM JOSEPH.
 RA0726'13.9 MILES SOUTHEAST ALONG THE LICK CREEK ROAD FROM THE POST OFFICE AT
 RA0726'JOSEPH, ABOUT 0.2 MILE SOUTH OF THE JUNCTION WITH A WOODS ROAD LEADING
 RA0726'EAST, AT THE SOUTH END OF A SHORT S CURVE, 18.0 FEET NORTHEAST OF A
 RA0726'PINE TREE WITH A TRIANGULAR BLAZE ON THE EAST SIDE, 15.0 FEET WEST OF
 RA0726'THE CENTER LINE OF THE ROAD, 2.0 FEET EAST OF A WITNESS POST, A BENCH
 RA0726'MARK DISK IN THE TOP OF A CONCRETE POST, PROJECTING 0.4 FOOT ABOVE THE
 RA0726'GROUND, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0395 ***********************************************************************
 RA0395  DESIGNATION -  E 403
 RA0395  PID         -  RA0395
 RA0395  STATE/COUNTY-  OR/WALLOWA
 RA0395  USGS QUAD   -  PUDERBAUGH RIDGE (1990)
 RA0395
 RA0395                         *CURRENT SURVEY CONTROL
 RA0395  ___________________________________________________________________
 RA0395* NAD 83(1986)-  45 14 10.     (N)    116 50 43.     (W)     SCALED    
 RA0395* NAVD 88     -      1090.117  (meters)    3576.49   (feet)  ADJUSTED  
 RA0395  ___________________________________________________________________
 RA0395  GEOID HEIGHT-         -15.43  (meters)                     GEOID03
 RA0395  DYNAMIC HT  -        1089.785 (meters)    3575.40  (feet)  COMP
 RA0395  MODELED GRAV-     980,275.3   (mgal)                       NAVD 88
 RA0395
 RA0395  VERT ORDER  -  SECOND    CLASS 0
 RA0395
 RA0395.The horizontal coordinates were scaled from a topographic map and have
 RA0395.an estimated accuracy of +/- 6 seconds.
 RA0395
 RA0395.The orthometric height was determined by differential leveling
 RA0395.and adjusted in June 1991.
 RA0395
 RA0395.The geoid height was determined by GEOID03.
 RA0395
 RA0395.The dynamic height is computed by dividing the NAVD 88
 RA0395.geopotential number by the normal gravity value computed on the
 RA0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0395.degrees latitude (g = 980.6199 gals.).
 RA0395
 RA0395.The modeled gravity was interpolated from observed gravity values.
 RA0395
 RA0395;                    North         East    Units  Estimated Accuracy
 RA0395;SPC OR N     -   180,890.    2,786,850.      MT  (+/- 180 meters Scaled)
 RA0395
 RA0395                          SUPERSEDED SURVEY CONTROL
 RA0395
 RA0395  NGVD 29 (??/??/92) 1088.925  (m)         3572.58   (f) ADJ UNCH    2 0
 RA0395
 RA0395.Superseded values are not recommended for survey control.
 RA0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0395.See file dsdata.txt to determine how the superseded data were derived.
 RA0395
 RA0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL121091(NAD 83)
 RA0395_MARKER: DB = BENCH MARK DISK
 RA0395_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RA0395_SP_SET: WATER TABLE
 RA0395_STAMPING: E 403 1945
 RA0395_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RA0395
 RA0395  HISTORY     - Date     Condition        Report By
 RA0395  HISTORY     - 1945     MONUMENTED       CGS
 RA0395
 RA0395                          STATION DESCRIPTION
 RA0395
 RA0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RA0395'25.9 MI S FROM IMNAHA.
 RA0395'25.9 MILES SOUTH ALONG THE UPPER IMNAHA ROAD FROM THE POST OFFICE AT
 RA0395'IMNAHA, ON THE PALLETTE RANCH, SET IN SOUTHWEST CORNER OF WATER TABLE
 RA0395'OF THE CONCRETE STOREHOUSE, 1 FOOT ABOVE GROUND LEVEL.  BRONZE BENCH
 RA0395'MARK DISK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0978 ***********************************************************************
 QB0978  DESIGNATION -  E 404
 QB0978  PID         -  QB0978
 QB0978  STATE/COUNTY-  OR/BAKER
 QB0978  USGS QUAD   -  KEATING (1994)
 QB0978
 QB0978                         *CURRENT SURVEY CONTROL
 QB0978  ___________________________________________________________________
 QB0978* NAD 83(1986)-  44 50 03.     (N)    117 34 30.     (W)     SCALED    
 QB0978* NAVD 88     -       893.884  (meters)    2932.68   (feet)  ADJUSTED  
 QB0978  ___________________________________________________________________
 QB0978  GEOID HEIGHT-         -16.87  (meters)                     GEOID03
 QB0978  DYNAMIC HT  -         893.644 (meters)    2931.90  (feet)  COMP
 QB0978  MODELED GRAV-     980,319.4   (mgal)                       NAVD 88
 QB0978
 QB0978  VERT ORDER  -  SECOND    CLASS 0
 QB0978
 QB0978.The horizontal coordinates were scaled from a topographic map and have
 QB0978.an estimated accuracy of +/- 6 seconds.
 QB0978
 QB0978.The orthometric height was determined by differential leveling
 QB0978.and adjusted in June 1991.
 QB0978
 QB0978.The geoid height was determined by GEOID03.
 QB0978
 QB0978.The dynamic height is computed by dividing the NAVD 88
 QB0978.geopotential number by the normal gravity value computed on the
 QB0978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0978.degrees latitude (g = 980.6199 gals.).
 QB0978
 QB0978.The modeled gravity was interpolated from observed gravity values.
 QB0978
 QB0978;                    North         East    Units  Estimated Accuracy
 QB0978;SPC OR N     -   133,920.    2,731,220.      MT  (+/- 180 meters Scaled)
 QB0978
 QB0978                          SUPERSEDED SURVEY CONTROL
 QB0978
 QB0978  NGVD 29 (??/??/92)  892.806  (m)         2929.15   (f) ADJ UNCH    2 0
 QB0978
 QB0978.Superseded values are not recommended for survey control.
 QB0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0978.See file dsdata.txt to determine how the superseded data were derived.
 QB0978
 QB0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK545646(NAD 83)
 QB0978_MARKER: DB = BENCH MARK DISK
 QB0978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0978_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0978_STAMPING: E 404 1945
 QB0978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0978+STABILITY: SURFACE MOTION
 QB0978
 QB0978  HISTORY     - Date     Condition        Report By
 QB0978  HISTORY     - 1945     MONUMENTED       CGS
 QB0978  HISTORY     - 1967     MARK NOT FOUND   NGS
 QB0978
 QB0978                          STATION DESCRIPTION
 QB0978
 QB0978'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QB0978'15.6 MI E FROM BAKER.
 QB0978'15.6 MILES EAST ALONG STATE HIGHWAY NO. 86 FROM THE POST OFFICE AT
 QB0978'BAKER, SET IN TOP OF CONCRETE POST, 0.6 FEET ABOVE GROUND LEVEL, 1.0
 QB0978'MILES EAST OF RUCKLES CREEK BRIDGE, 37 FEET NORTH OF CENTER-LINE OF
 QB0978'HIGHWAY, 42 FEET EAST OF CENTER-LINE OF SIDE ROAD LEADING NORTH, LEVEL
 QB0978'WITH HIGHWAY, 4 FEET SOUTHWEST OF REFERENCE POST.
 QB0978
 QB0978                          STATION RECOVERY (1967)
 QB0978
 QB0978'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 QB0978'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0871 ***********************************************************************
 RA0871  DESIGNATION -  E 405
 RA0871  PID         -  RA0871
 RA0871  STATE/COUNTY-  OR/UNION
 RA0871  USGS QUAD   -  ELGIN (1995)
 RA0871
 RA0871                         *CURRENT SURVEY CONTROL
 RA0871  ___________________________________________________________________
 RA0871* NAD 83(1986)-  45 37 15.     (N)    117 53 07.     (W)     SCALED    
 RA0871* NAVD 88     -       789.738  (meters)    2591.00   (feet)  ADJUSTED  
 RA0871  ___________________________________________________________________
 RA0871  GEOID HEIGHT-         -18.04  (meters)                     GEOID03
 RA0871  DYNAMIC HT  -         789.576 (meters)    2590.47  (feet)  COMP
 RA0871  MODELED GRAV-     980,384.5   (mgal)                       NAVD 88
 RA0871
 RA0871  VERT ORDER  -  SECOND    CLASS 0
 RA0871
 RA0871.The horizontal coordinates were scaled from a topographic map and have
 RA0871.an estimated accuracy of +/- 6 seconds.
 RA0871
 RA0871.The orthometric height was determined by differential leveling
 RA0871.and adjusted in June 1991.
 RA0871
 RA0871.The geoid height was determined by GEOID03.
 RA0871
 RA0871.The dynamic height is computed by dividing the NAVD 88
 RA0871.geopotential number by the normal gravity value computed on the
 RA0871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0871.degrees latitude (g = 980.6199 gals.).
 RA0871
 RA0871.The modeled gravity was interpolated from observed gravity values.
 RA0871
 RA0871;                    North         East    Units  Estimated Accuracy
 RA0871;SPC OR N     -   220,450.    2,703,870.      MT  (+/- 180 meters Scaled)
 RA0871
 RA0871                          SUPERSEDED SURVEY CONTROL
 RA0871
 RA0871  NGVD 29 (??/??/92)  788.634  (m)         2587.38   (f) ADJ UNCH    2 0
 RA0871
 RA0871.Superseded values are not recommended for survey control.
 RA0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0871.See file dsdata.txt to determine how the superseded data were derived.
 RA0871
 RA0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML309523(NAD 83)
 RA0871_MARKER: DB = BENCH MARK DISK
 RA0871_SETTING: 66 = SET IN ROCK OUTCROP
 RA0871_SP_SET: ROCK OUTCROP
 RA0871_STAMPING: E 405 1945
 RA0871_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA0871+STABILITY: POSITION/ELEVATION WELL
 RA0871
 RA0871  HISTORY     - Date     Condition        Report By
 RA0871  HISTORY     - 1945     MONUMENTED       CGS
 RA0871
 RA0871                          STATION DESCRIPTION
 RA0871
 RA0871'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RA0871'4.3 MI N FROM ELGIN.
 RA0871'ALONG UNION PACIFIC RAILROAD, 4.3 MILES NORTH OF STATION AT ELGIN,
 RA0871'ABOUT MIDWAY BETWEEN THE THIRD AND FOURTH POLE SOUTHWEST OF MILE POST
 RA0871'NO. 25, 5 RAILS SOUTHWEST OF SIGN BOARD AT GULLING SIDING, 2 RAILS
 RA0871'SOUTHWEST OF CULVERT NO. 24.89 UNDER TRACK, 54.5 FEET SOUTHEAST OF
 RA0871'CENTERLINE OF TRACK, 8 FEET NORTHWEST OF EDGE OF WATER IN GRANDE RONDE
 RA0871'RIVER, SET IN TOP OF SOUTHEAST END OF ROCK OUTCROP ABOUT 15 FEET BELOW
 RA0871'TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0831 ***********************************************************************
 RA0831  DESIGNATION -  E 406
 RA0831  PID         -  RA0831
 RA0831  STATE/COUNTY-  OR/UNION
 RA0831  USGS QUAD   -  IMBLER (1994)
 RA0831
 RA0831                         *CURRENT SURVEY CONTROL
 RA0831  ___________________________________________________________________
 RA0831* NAD 83(1986)-  45 22 37.     (N)    117 53 13.     (W)     SCALED    
 RA0831* NAVD 88     -       818.998  (meters)    2687.00   (feet)  ADJUSTED  
 RA0831  ___________________________________________________________________
 RA0831  GEOID HEIGHT-         -17.66  (meters)                     GEOID03
 RA0831  DYNAMIC HT  -         818.795 (meters)    2686.33  (feet)  COMP
 RA0831  MODELED GRAV-     980,342.2   (mgal)                       NAVD 88
 RA0831
 RA0831  VERT ORDER  -  SECOND    CLASS 0
 RA0831
 RA0831.The horizontal coordinates were scaled from a topographic map and have
 RA0831.an estimated accuracy of +/- 6 seconds.
 RA0831
 RA0831.The orthometric height was determined by differential leveling
 RA0831.and adjusted in June 1991.
 RA0831
 RA0831.The geoid height was determined by GEOID03.
 RA0831
 RA0831.The dynamic height is computed by dividing the NAVD 88
 RA0831.geopotential number by the normal gravity value computed on the
 RA0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0831.degrees latitude (g = 980.6199 gals.).
 RA0831
 RA0831.The modeled gravity was interpolated from observed gravity values.
 RA0831
 RA0831;                    North         East    Units  Estimated Accuracy
 RA0831;SPC OR N     -   193,360.    2,704,620.      MT  (+/- 180 meters Scaled)
 RA0831
 RA0831                          SUPERSEDED SURVEY CONTROL
 RA0831
 RA0831  NGVD 29 (??/??/92)  817.887  (m)         2683.35   (f) ADJ UNCH    2 0
 RA0831
 RA0831.Superseded values are not recommended for survey control.
 RA0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0831.See file dsdata.txt to determine how the superseded data were derived.
 RA0831
 RA0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML305252(NAD 83)
 RA0831_MARKER: DB = BENCH MARK DISK
 RA0831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RA0831_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RA0831_STAMPING: E 406 1945
 RA0831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0831+STABILITY: SURFACE MOTION
 RA0831
 RA0831  HISTORY     - Date     Condition        Report By
 RA0831  HISTORY     - 1945     MONUMENTED       CGS
 RA0831  HISTORY     - 1964     MARK NOT FOUND   NGS
 RA0831
 RA0831                          STATION DESCRIPTION
 RA0831
 RA0831'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RA0831'6.85 MI E FROM ALICEL.
 RA0831'ALONG GRANDE RONDE RIVER, 1.5 MILE SOUTH ALONG STATE HIGHWAY NO. 82,
 RA0831'THENCE 4.55 MILES EAST ALONG LOWER COVE ROAD, THENCE 0.6 MILE SOUTH
 RA0831'ALONG COUNTY DIRT ROAD, THENCE 0.2 MILE EAST ALONG A PRIVATE FARM ROAD
 RA0831'THROUGH A PASTURE PLOT TO EAST OF THE G.E. HOWELL RANCH HOUSE FROM THE
 RA0831'GRAIN ELEVATOR AT ALICEL, AT SPECIAL HOG BARN 0.2 MILE EAST OF MAIN
 RA0831'RANCH HOUSE, 210 FEET EAST OF WEST END OF NORTH LEG OF LONG HAIRPIN
 RA0831'BEND IN RIVER, 155 FEET WEST OF CENTER OF SOUTH END OF WOODEN BRIDGE
 RA0831'OVER RIVER, 30.0 FEET SOUTH OF BANK OF RIVER, 16.0 FEET SOUTHWEST OF
 RA0831'SOUTHWEST CORNER OF SPECIAL HOG BARN, 5.5 FEET WEST OF END POST AT
 RA0831'EAST END OF NET WIRE FENCE, 2.0 FEET WEST OF REFERENCE POST, 1.7 FOOT
 RA0831'NORTH OF EAST-WEST NET WIRE FENCE, SET IN TOP OF CONCRETE POST
 RA0831'PROJECTING 0.1 FOOT ABOVE GROUND.  NOTE-- MARK HAS BEEN COVERED BY
 RA0831'LEVEE BUILT ALONG EDGE OF GRANDE RONDE RIVER.
 RA0831
 RA0831                          STATION RECOVERY (1964)
 RA0831
 RA0831'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 RA0831'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0238 ***********************************************************************
 RB0238  DESIGNATION -  E 407
 RB0238  PID         -  RB0238
 RB0238  STATE/COUNTY-  OR/UNION
 RB0238  USGS QUAD   -  LA GRANDE (1994)
 RB0238
 RB0238                         *CURRENT SURVEY CONTROL
 RB0238  ___________________________________________________________________
 RB0238* NAD 83(1991)-  45 16 57.64908(N)    118 00 50.67089(W)     ADJUSTED  
 RB0238* NAVD 88     -       825.403  (meters)    2708.01   (feet)  ADJUSTED  
 RB0238  ___________________________________________________________________
 RB0238  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 RB0238  GEOID HEIGHT-         -17.68  (meters)                     GEOID03
 RB0238  DYNAMIC HT  -         825.210 (meters)    2707.38  (feet)  COMP
 RB0238  MODELED GRAV-     980,355.7   (mgal)                       NAVD 88
 RB0238
 RB0238  HORZ ORDER  -  SECOND
 RB0238  VERT ORDER  -  FIRST     CLASS II
 RB0238
 RB0238.This mark is at La Grande/union County Airport (LGD)
 RB0238
 RB0238.The horizontal coordinates were established by classical geodetic methods
 RB0238.and adjusted by the National Geodetic Survey in October 1991.
 RB0238
 RB0238.The orthometric height was determined by differential leveling
 RB0238.and adjusted in June 1991.
 RB0238
 RB0238.The Laplace correction was computed from DEFLEC99 derived deflections.
 RB0238
 RB0238.The geoid height was determined by GEOID03.
 RB0238
 RB0238.The dynamic height is computed by dividing the NAVD 88
 RB0238.geopotential number by the normal gravity value computed on the
 RB0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0238.degrees latitude (g = 980.6199 gals.).
 RB0238
 RB0238.The modeled gravity was interpolated from observed gravity values.
 RB0238
 RB0238;                    North         East     Units Scale Factor Converg.
 RB0238;SPC OR N     -   182,574.037 2,694,990.159   MT  0.99989655   +1 45 46.7
 RB0238;SPC OR N     -   598,996.18  8,841,831.23   iFT  0.99989655   +1 45 46.7
 RB0238;UTM  11      - 5,014,853.519   420,469.371   MT  0.99967777   -0 43 14.3
 RB0238
 RB0238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RB0238!SPC OR N     -   0.99987338  x   0.99989655  =   0.99976994
 RB0238!UTM  11      -   0.99987338  x   0.99967777  =   0.99955119
 RB0238
 RB0238                          SUPERSEDED SURVEY CONTROL
 RB0238
 RB0238  NAD 83(1986)-  45 16 57.64850(N)    118 00 50.65778(W) AD(       ) 2
 RB0238  NAD 27      -  45 16 58.16721(N)    118 00 46.88140(W) AD(       ) 2
 RB0238  NGVD 29 (??/??/92)  824.33   (m)         2704.5    (f) COMPUTED    1 2
 RB0238
 RB0238.Superseded values are not recommended for survey control.
 RB0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0238.See file dsdata.txt to determine how the superseded data were derived.
 RB0238
 RB0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML2046914854(NAD 83)
 RB0238_MARKER: DB = BENCH MARK DISK
 RB0238_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RB0238_SP_SET: METAL PIPE IMBEDDED IN GROUND
 RB0238_STAMPING: E 407 1945
 RB0238_MARK LOGO: CGS   
 RB0238_MAGNETIC: N = NO MAGNETIC MATERIAL
 RB0238_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RB0238_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RB0238+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2005
 RB0238
 RB0238  HISTORY     - Date     Condition        Report By
 RB0238  HISTORY     - 1945     MONUMENTED       CGS
 RB0238  HISTORY     - 1946     GOOD             CGS
 RB0238  HISTORY     - 1981     GOOD             NGS
 RB0238  HISTORY     - 19811111 GOOD             NGS
 RB0238  HISTORY     - 1986     GOOD             NGS
 RB0238  HISTORY     - 19960911 GOOD             CHANCE
 RB0238  HISTORY     - 20051209 GOOD             EVANS
 RB0238
 RB0238                          STATION DESCRIPTION
 RB0238
 RB0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RB0238'5.4 MI SE FROM LAGRANDE.
 RB0238'5.4 MILES SOUTHEAST ALONG THE OREGON TRAIL (U.S. HIGHWAY 30) FROM THE
 RB0238'POST OFFICE AT LA GRANDE, UNION COUNTY, THENCE 0.2 MILE NORTH ALONG A
 RB0238'GRAVEL ROAD.  AT LA GRANDE MUNICIPAL AIRPORT, AT THE SOUTHEAST CORNER
 RB0238'OF THE FLYING FIELD, 210 FEET NORTH OF THE CENTERLINE OF THE
 RB0238'EAST-AND-WEST ROAD ALONG THE SOUTH END OF THE FIELD, 40.0 FEET EAST OF
 RB0238'THE CENTERLINE OF THE LADD CANYON ROAD, 51.5 FEET NORTH OF A POLE,
 RB0238'39.7 FEET WEST OF THE CENTER OF THE BEACON TOWER, IN A RIGHT-OF-WAY
 RB0238'FENCE LINE, AND LEVEL WITH THE ROAD.  A STANDARD DISK SET IN THE TOP
 RB0238'OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE GROUND.
 RB0238
 RB0238                          STATION RECOVERY (1946)
 RB0238
 RB0238'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (JTJ)
 RB0238'LOCATED BY DISTANCE AND DIRECTION FROM STATION LA GRANDE AIRPORT.
 RB0238'
 RB0238'THIS STATION IS LOCATED AT LA GRANDE AIRPORT, 4-1/2 MILES, AIRLINE,
 RB0238'SOUTHEAST OF LA GRANDE AND 5.5 MILES BY ROAD.  IT IS SITUATED
 RB0238'NEAR AIRWAY BEACON 44 X-D ABOUT 200 YARDS SOUTH FROM THE CONTROL
 RB0238'BUILDING.
 RB0238'
 RB0238'MARKED WITH A STANDARD USC AND GS BENCH MARK DISC STAMPED E 407
 RB0238'1945, CEMENTED IN AN 8 INCH IRON PIPE WHICH IS SET FLUSH WITH
 RB0238'THE GROUND.  THE MARK IS SOUTH SOUTHEAST FROM AIRWAY BEACON 44 X-D
 RB0238'IN A FENCE LINE.  (SEE DESCRIPTION OF LA GRANDE AIRPORT 1946).
 RB0238
 RB0238                          STATION RECOVERY (1981)
 RB0238
 RB0238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 RB0238'REACHED FROM THE INTERSECTION OF HIGHWAY 82 AND HIGHWAY 203 IN LA
 RB0238'GRANDED BY GOING SOUTHEAST ON HIGHWAY 203 TOWARD UNION FOR 8.0 KM
 RB0238'(5.0 MILES) THEN LEFT ON PIERCE LANE TOWARD THE AIRPORT FOR 0.32 KM
 RB0238'(0.20 MILE) TO THE MARK ON THE RIGHT. IT IS 12.0 METERS WEST OF THE
 RB0238'CENTER OF THE AIRPORT BEACON, 10.3 METERS EAST OF THE CENTERLINE OF
 RB0238'PIERCE LANE 15.7 METERS NORTH OF A POWER POLE AND SET INTO A CONCRETE
 RB0238'FILLED METAL PIPE 20 CENTIMETERS IN DIAMETER PIPE FLUSH WITH THE
 RB0238'GROUND.
 RB0238
 RB0238                          STATION RECOVERY (1981)
 RB0238
 RB0238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 RB0238'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE STATION WAS OCCUPIED
 RB0238'AND THE ANGLE AND DISTANCES WERE OBSERVED TO NEARBY TRIANGULATION
 RB0238'STATION LA GRANDE AIRPORT AND ITS REFERENCE MARKS.  BENCH MARK Q 487
 RB0238'RESET WILL WORK FOR AN AZIMUTH MARK.  THE STAION IS LOCATED IN LA
 RB0238'GRANDE, AT THE LA GRANDE AIRPORT AND DIRECTLY UNDER THE AIRPORT
 RB0238'BEACON.  TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS 203
 RB0238'AND 82 IN THE CITY OF LA GRANDE GO SOUTHEAST ON HIGHWAY 203 FOR 8.0
 RB0238'KM, (4.95 MI) TURN LEFT ONTO PIERCE LANE AND GO 0.32 KM (0.20 MI) AND
 RB0238'GO 0.32 KM (0.20 MI) TO THE MARK ON THE RIGHT IN THE FENCE LINE.  THE
 RB0238'STATION IS A STANDARD CGS BENCH MARK DISK STAMPED---E 470 1945---, SET
 RB0238'INTO THE TOP OF A METAL PIPE, 20 CM IN DIAMETER, FLUSH WITH GROUND.
 RB0238'THE STATION IS LOCATED 12.0 METERS (39.4 FT) WEST FROM THE AIRPORT
 RB0238'BEACON, 15.7 METERS (51.5 FT) NORTH FROM A POWER POLE, 10.3 METERS
 RB0238'(33.8 FT) EAST FROM THE CENTERLINE OF PIERCE LANE, 0.45 METERS (1.48
 RB0238'FT) SOUTH FROM A METAL WITNESS POST, 0.2 METERS (0.7 FT) EAST FROM A
 RB0238'FENCE LINE.
 RB0238
 RB0238                          STATION RECOVERY (1986)
 RB0238
 RB0238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (LLR)
 RB0238'THE STATION WAS RECOVERED AT THIS DATE.
 RB0238'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1981.
 RB0238'
 RB0238'THE MARK WAS RECOVERED AS DESCRIBED.
 RB0238'
 RB0238'DESCRIBED BY L.L. RIGGERS.
 RB0238
 RB0238                          STATION RECOVERY (1996)
 RB0238
 RB0238'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 RB0238'THE STATION IS LOCATED 46 MILES (74.0 KM) SOUTHEAST OF PENDLETON, 37
 RB0238'MILES (59.5 KM) NORTH OF BAKER CITY AND 4 MILES (6.4 KM) SOUTHEAST OF
 RB0238'LAGRANDE AT THE LAGRANDE MUNICIPAL AIRPORT, BRAD PAYNE - AIRPORT
 RB0238'OPERATIONS, PHONE 541-963-6615  TO REACH THE STATION FROM THE JUNCTION
 RB0238'OF INTERSTATE 84 AND STATE HIGHWAY 203 (EXIT 265) SOUTH OF LAGRANDE,
 RB0238'PROCEED SOUTHEAST ON SH 203 1.5 MILES (2.4 KM) TO PIERCE ROAD ON THE
 RB0238'LEFT, TURN LEFT AND PROCEED NORTH ON PIERCE ROAD 0.2 MILES (0.3 KM) TO
 RB0238'THE STATION ON THE RIGHT  THE STATION IS A STANDARD US COAST AND
 RB0238'GEODETIC SURVEY BENCH MARK DISK SET IN THE TOP OF A ROUND CONCRETE
 RB0238'MONUMENT, SET FLUSH WITH THE GROUND.  THE STATION IS LOCATED 10.7 M
 RB0238'(35.1 FT) NORTHEAST OF THE CENTERLINE OF PIERCE ROAD, 12.1 M (39.7 FT)
 RB0238'SOUTHWEST OF SURVEY MONUMENT -AIRPORT-, 0.65 M (2.13 FT) SOUTHWEST OF
 RB0238'THE PERIMETER FENCE , 52.6 M (172.6 FT) NORTHWEST OF THE SOUTHWEST
 RB0238'CORNER OF THE PERIMETER FENCE, 13.75 M (45.11 FT) NORTHWEST OF RM 1,
 RB0238'9.3 M (30.5 FT) SOUTH OF RM 2 AND 0.45 M (1.48 FT) SOUTHEAST OF A
 RB0238'WITNESS POST
 RB0238
 RB0238                          STATION RECOVERY (2005)
 RB0238
 RB0238'RECOVERY NOTE BY DAVID EVANS + ASSOC 2005
 RB0238'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1209 ***********************************************************************
 RC1209  DESIGNATION -  E 408
 RC1209  PID         -  RC1209
 RC1209  STATE/COUNTY-  OR/WASCO
 RC1209  USGS QUAD   -  SHERARS BRIDGE (1987)
 RC1209
 RC1209                         *CURRENT SURVEY CONTROL
 RC1209  ___________________________________________________________________
 RC1209* NAD 83(1991)-  45 15 36.88002(N)    121 02 19.31651(W)     ADJUSTED  
 RC1209* NAVD 88     -       239.503  (meters)     785.77   (feet)  ADJUSTED  
 RC1209  ___________________________________________________________________
 RC1209  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 RC1209  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 RC1209  DYNAMIC HT  -         239.478 (meters)     785.69  (feet)  COMP
 RC1209  MODELED GRAV-     980,509.4   (mgal)                       NAVD 88
 RC1209
 RC1209  HORZ ORDER  -  THIRD
 RC1209  VERT ORDER  -  SECOND    CLASS 0
 RC1209
 RC1209.The horizontal coordinates were established by classical geodetic methods
 RC1209.and adjusted by the National Geodetic Survey in October 1991.
 RC1209
 RC1209.The orthometric height was determined by differential leveling
 RC1209.and adjusted in June 1991.
 RC1209
 RC1209.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC1209
 RC1209.The geoid height was determined by GEOID03.
 RC1209
 RC1209.The dynamic height is computed by dividing the NAVD 88
 RC1209.geopotential number by the normal gravity value computed on the
 RC1209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1209.degrees latitude (g = 980.6199 gals.).
 RC1209
 RC1209.The modeled gravity was interpolated from observed gravity values.
 RC1209
 RC1209;                    North         East     Units Scale Factor Converg.
 RC1209;SPC OR N     -   177,221.643 2,457,722.721   MT  0.99989585   -0 22 55.3
 RC1209;SPC OR N     -   581,435.84  8,063,394.75   iFT  0.99989585   -0 22 55.3
 RC1209;UTM  10      - 5,013,732.053   653,878.920   MT  0.99989115   +1 23 36.3
 RC1209
 RC1209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC1209!SPC OR N     -   0.99996580  x   0.99989585  =   0.99986165
 RC1209!UTM  10      -   0.99996580  x   0.99989115  =   0.99985695
 RC1209
 RC1209:                Primary Azimuth Mark                     Grid Az
 RC1209:SPC OR N     -  E 408 AZ MK                              067 51 12.2
 RC1209:UTM  10      -  E 408 AZ MK                              066 04 40.6
 RC1209
 RC1209|---------------------------------------------------------------------|
 RC1209| PID    Reference Object                     Distance      Geod. Az  |
 RC1209|                                                           dddmmss.s |
 RC1209| CF4096 E 408 AZ MK                                        0672816.9 |
 RC1209| CF4097 E 408 RM 1                           10.583 METERS 23147     |
 RC1209| RC1210 E 408 RM 3                           11.573 METERS 24921     |
 RC1209| CF4098 E 408 RM 2                            7.735 METERS 29742     |
 RC1209|---------------------------------------------------------------------|
 RC1209
 RC1209                          SUPERSEDED SURVEY CONTROL
 RC1209
 RC1209  NAD 83(1986)-  45 15 36.89453(N)    121 02 19.31268(W) AD(       ) 3
 RC1209  NAD 27      -  45 15 37.45400(N)    121 02 15.08900(W) AD(       ) 3
 RC1209  NGVD 29 (??/??/92)  238.486  (m)          782.43   (f) ADJ UNCH    2 0
 RC1209
 RC1209.Superseded values are not recommended for survey control.
 RC1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1209.See file dsdata.txt to determine how the superseded data were derived.
 RC1209
 RC1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR5387913732(NAD 83)
 RC1209_MARKER: DB = BENCH MARK DISK
 RC1209_SETTING: 66 = SET IN ROCK OUTCROP
 RC1209_SP_SET: BED ROCK
 RC1209_STAMPING: E 408 1946
 RC1209_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RC1209+STABILITY: POSITION/ELEVATION WELL
 RC1209_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RC1209+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2003
 RC1209
 RC1209  HISTORY     - Date     Condition        Report By
 RC1209  HISTORY     - 1946     MONUMENTED       CGS
 RC1209  HISTORY     - 1969     SEE DESCRIPTION  CGS
 RC1209  HISTORY     - 1969     GOOD             NGS
 RC1209  HISTORY     - 20030409 GOOD             BOR
 RC1209
 RC1209                          STATION DESCRIPTION
 RC1209
 RC1209'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 RC1209'ABOUT 14.5 MILES, AIRLINE, SOUTH-SOUTHWEST OF GRASS VALLEY, 6
 RC1209'MILES, AIRLINE, EAST OF TYGH VALLEY AND 0.1 MILE SOUTHWEST OF
 RC1209'SHERARS BRIDGE AT THE NORTHWEST END OF THE MOST NORTHERN OF TWO
 RC1209'RAILROAD TRESTLES.  IT IS IN THE DESCHUTES RIVER CANYON, ABOUT 100
 RC1209'YARDS WEST OF THE RIVER AND 21.9 FEET WEST OF THE WEST RAIL OF
 RC1209'THE RAILROAD TRACKS.  IT IS 24.6 FEET NORTH OF THE NORTHWEST END
 RC1209'OF THE RAILROAD TRESTLE.  IT IS STAMPED E 408 1946.
 RC1209'
 RC1209'REFERENCE MARK NO. 1 IS 24 FEET WEST OF THE NORTHWEST CORNER OF
 RC1209'THE RAILROAD TRESTLE, 22 FEET SOUTHEAST OF A FENCE CORNER AND ABOUT
 RC1209'10 FEET LOWER THAN THE STATION.  A SLOPE MEASUREMENT WAS TAKEN TO
 RC1209'THIS MARK.  IT IS STAMPED B.M. E-408 1946.
 RC1209'
 RC1209'REFERENCE MARK NO. 2 IS 19 FEET NORTH OF A FENCE CORNER AND 2 FEET
 RC1209'WEST OF A NORTH-SOUTH FENCE LINE.  IT IS ABOUT 3 FEET HIGHER THAN
 RC1209'THE STATION.  IT IS STAMPED B.M. E-408 1946.
 RC1209'
 RC1209'THE AZIMUTH MARK IS 0.2 MILE NORTHEAST OF SHERARS BRIDGE, 40 FEET
 RC1209'WEST OF THE CENTER LINE OF DIRT ROAD AND 7 FEET EAST OF THE EDGE
 RC1209'OF A CLIFF.  IT IS ABOUT 30 FEET ABOVE THE RIVER.  IT IS STAMPED
 RC1209'B.M. E-408 1946.
 RC1209'
 RC1209'SUBSTITUTE STATION 60V32A IS THE NORTHWEST CORNER OF THE RAILROAD
 RC1209'TRESTLE.  IT IS THE SAME ELEVATION AS THE STATION.
 RC1209'
 RC1209'TO REACH THE STATION FROM THE POST OFFICE IN GRASS VALLEY GO
 RC1209'SOUTH ON U.S. HIGHWAY 97 FOR 0.55 MILE TO THE JUNCTION OF STATE
 RC1209'HIGHWAY 216.  TURN RIGHT ON STATE HIGHWAY 216 AND GO 19.45 MILES
 RC1209'TO THE BRIDGE OVER BUCK CREEK.  CONTINUE ACROSS BRIDGE AND GO 0.7
 RC1209'MILE TO SHERARS BRIDGE.  TURN RIGHT AND GO 0.1 MILE TO THE
 RC1209'RAILROAD TRESTLE ON THE RIGHT.  PACK UP TO THE NORTH END OF THE
 RC1209'TRESTLE AND THE STATION AS DESCRIBED.
 RC1209
 RC1209                          STATION RECOVERY (1969)
 RC1209
 RC1209'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 RC1209'THE STATION MARK, REFERENCE MARK NO. 2, AND THE AZIMUTH MARK WERE
 RC1209'RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 1 MAY HAVE BEEN
 RC1209'DISTURBED WHEN THE TRESTLE WAS REPLACED BY A TUBE.  REFERENCE MARK
 RC1209'NO.3 SET.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 RC1209'
 RC1209'THE STATION IS 15 MILES SOUTHWEST OF GRASS VALLEY, 8 MILES EAST OF
 RC1209'TYGH VALLEY, AND 0.1 MILE SOUTHWEST OF SHERARS BRIDGE ON RAILROAD
 RC1209'RIGHT-OF-WAY.
 RC1209'
 RC1209'TO REACH THE STATION FROM THE POST OFFICE AT TYGH VALLEY GO NORTH
 RC1209'ON THE MAIN STREET AND MACADAM ROAD FOR 0.4 MILE TO THE JUNCTION OF
 RC1209'U.S. HIGHWAY 197, AND STATE HIGHWAY 216, CONTINUE STRAIGHT AHEAD,
 RC1209'EAST, ON STATE HIGHWAY 216 FOR 7.8 MILES TO THE TUBE ON THE LEFT
 RC1209'AND THE END OF TRUCK TRAVEL.  THIS IS 0.15 MILE BEFORE REACHING
 RC1209'SHERARS BRIDGE.  HIKE THRU THE TUBE, AND THEN NORTH ALONG THE
 RC1209'WEST SIDE OF THE RAILROAD FOR 150 FEET TO THE STATION.
 RC1209'
 RC1209'THE STATION MARK, STAMPED E 408 1946, IS A STANDARD BENCH MARK
 RC1209'DISK CEMENTED IN A DRILL HOLE IN BEDROCK, 150 FEET NORTH OF WHERE
 RC1209'THE TUBE PASSES UNDER THE RAILROAD, 34 FEET NORTHEAST OF A FENCE
 RC1209'CORNER, 25 FEET SOUTHWEST OF THE END OF THE BARRIER FENCE, 22 FEET
 RC1209'WEST OF THE NEAREST RAIL OF THE RAILROAD TRACKS, AND 2 FEET SOUTH
 RC1209'OF A ROCK CAIRN.
 RC1209'
 RC1209'REFERENCE MARK NO. 2, STAMPED BM E 408 NO 2 1946, IS A STANDARD
 RC1209'DISK CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS 8 INCHES,
 RC1209'45 FEET WEST OF THE NEAREST RAIL, 19 FEET NORTH OF A FENCE CORNER,
 RC1209'2 FEET WEST OF A FENCE, AND 1 FOOT SOUTH OF A ROCK CAIRN.  (NOTE
 RC1209'12A)
 RC1209'
 RC1209'REFERENCE MARK NO. 3, STAMPED BM E 408 1946 NO 3 1969, IS A
 RC1209'STANDARD DISK CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS
 RC1209'2 FEET ON THE SOUTHEAST SIDE, AND IS FLUSH ON THE NORTHWEST SIDE,
 RC1209'40 FEET WEST OF THE NEAREST RAIL, 12 FEET SOUTHEAST OF A FENCE
 RC1209'CORNER, 7 FEET SOUTH OF A FENCE, 1 FOOT SOUTHEAST OF A ROCK
 RC1209'CAIRN, AND 6-1/2 FEET LOWER THAN THE STATION.
 RC1209'
 RC1209'TO REACH THE AZIMUTH MARK FROM THE END OF TRUCK TRAVEL CONTINUE
 RC1209'EAST ON STATE HIGHWAY 216 FOR 0.15 MILE TO A DIRT ROAD LEFT, JUST
 RC1209'AFTER CROSSING SHERARS BRIDGE, TURN LEFT AND GO NORTHEAST ON THE
 RC1209'DIRT ROAD, PARALELLING THE RIVER, FOR 0.1 MILE TO THE END OF THE
 RC1209'ROAD, THEN HIKE NORTHEAST FOR 200 FEET TO THE ROCKY POINT AND
 RC1209'AZIMUTH MARK.
 RC1209'
 RC1209'THE AZIMUTH MARK, STAMPED BM E 408 1946, IS A STANDARD DISK
 RC1209'CEMENTED IN A DRILL HOLE IN BEDROCK ON A ROCKY POINT 30 FEET ABOVE
 RC1209'THE RIVER, 150 FEET NORTHWEST OF THE JUNCTION OF STATE HIGHWAY 216,
 RC1209'AND THE DESCHUTES RIVER ACCESS ROAD, 50 FEET LOWER THAN THE
 RC1209'HIGHWAY, AND 1 FOOT SOUTHWEST OF A ROCK CAIRN.  (NOTE 17A)
 RC1209'
 RC1209'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RC1209'8 MILES EAST OF TYGH VALLEY.
 RC1209
 RC1209                          STATION RECOVERY (1969)
 RC1209
 RC1209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 RC1209'8 MI E FROM TYGH VALLEY.
 RC1209'ALONG STATE HIGHWAY 216 ON RAILROAD RIGHT-OF-WAY, 7.8 MILES EAST OF
 RC1209'THE JUNCTION OF U.S. HIGHWAY 197, AND STATE HIGHWAY 216 AT TYGH
 RC1209'VALLEY, 0.1 MILE SOUTHWEST OF SHERARS BRIDGE, 150 FEET NORTH OF WHERE
 RC1209'THE TUBE PASSES UNDER THE RAILROAD, 34 FEET NORTHEAST OF A FENCE
 RC1209'CORNER, 25 FEET SOUTHWEST OF THE END OF THE BARRIER FENCE, 22 FEET
 RC1209'WEST OF THE NEAREST RAIL OF THE RAILROAD, AND 2 FEET SOUTH OF A ROCK
 RC1209'CAIRN CEMENTED IN A DRILL HOLE IN BEDROCK.
 RC1209
 RC1209                          STATION RECOVERY (2003)
 RC1209
 RC1209'RECOVERY NOTE BY US BUREAU OF RECLAMATION 2003 (TAC)
 RC1209'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1210 ***********************************************************************
 RC1210  DESIGNATION -  E 408 RM 3
 RC1210  PID         -  RC1210
 RC1210  STATE/COUNTY-  OR/WASCO
 RC1210  USGS QUAD   -  SHERARS BRIDGE (1987)
 RC1210
 RC1210                         *CURRENT SURVEY CONTROL
 RC1210  ___________________________________________________________________
 RC1210* NAD 83(1986)-  45 15 36.     (N)    121 02 18.     (W)     SCALED    
 RC1210* NAVD 88     -       237.56   (meters)     779.4    (feet)  RESET     
 RC1210  ___________________________________________________________________
 RC1210  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 RC1210  VERT ORDER  -  THIRD
 RC1210
 RC1210.The horizontal coordinates were scaled from a topographic map and have
 RC1210.an estimated accuracy of +/- 6 seconds.
 RC1210
 RC1210.The orthometric height was computed from unverified reset data.
 RC1210
 RC1210.The geoid height was determined by GEOID03.
 RC1210
 RC1210;                    North         East    Units  Estimated Accuracy
 RC1210;SPC OR N     -   177,190.    2,457,750.      MT  (+/- 180 meters Scaled)
 RC1210
 RC1210                          SUPERSEDED SURVEY CONTROL
 RC1210
 RC1210.No superseded survey control is available for this station.
 RC1210
 RC1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR539137(NAD 83)
 RC1210_MARKER: DR = REFERENCE MARK DISK
 RC1210_SETTING: 66 = SET IN ROCK OUTCROP
 RC1210_SP_SET: BED ROCK
 RC1210_STAMPING: BM E 408 1946 NO 3 1969
 RC1210_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RC1210+STABILITY: POSITION/ELEVATION WELL
 RC1210
 RC1210  HISTORY     - Date     Condition        Report By
 RC1210  HISTORY     - 1969     MONUMENTED       CGS
 RC1210
 RC1210                          STATION DESCRIPTION
 RC1210
 RC1210'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 RC1210'8 MI E FROM TYGH VALLEY.
 RC1210'ALONG STATE HIGHWAY 216 ON RAILROAD RIGHT-OF-WAY, 7.8 MILES EAST OF
 RC1210'THE JUNCTION OF U.S. HIGHWAY 197, AND STATE HIGHWAY 216 AT TYGH
 RC1210'VALLEY, 0.1 MILE SOUTHWEST OF SHERARS BRIDGE, 40 FEET WEST OF THE
 RC1210'NEAREST RAIL, 12 FEET SOUTHEAST OF A FENCE CORNER, 7 FEET SOUTH OF A
 RC1210'FENCE, 38 FEET SOUTHWEST OF BENCH MARK E 408 1946, AND 1 FOOT
 RC1210'SOUTHEAST OF A ROCK CAIRN CEMENTED IN A DRILL HOLE IN BEDROCK THAT
 RC1210'PROJECTS 2 FEET ON THE SOUTHEAST SIDE AND IS FLUSH ON THE NORTHWEST
 RC1210'SIDE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0526 ***********************************************************************
 RA0526  DESIGNATION -  E 409
 RA0526  PID         -  RA0526
 RA0526  STATE/COUNTY-  OR/WALLOWA
 RA0526  USGS QUAD   -  TROY (1995)
 RA0526
 RA0526                         *CURRENT SURVEY CONTROL
 RA0526  ___________________________________________________________________
 RA0526* NAD 83(1986)-  45 59 23.     (N)    117 23 11.     (W)     SCALED    
 RA0526* NAVD 88     -       455.193  (meters)    1493.41   (feet)  ADJUSTED  
 RA0526  ___________________________________________________________________
 RA0526  GEOID HEIGHT-         -17.58  (meters)                     GEOID03
 RA0526  DYNAMIC HT  -         455.099 (meters)    1493.10  (feet)  COMP
 RA0526  MODELED GRAV-     980,399.3   (mgal)                       NAVD 88
 RA0526
 RA0526  VERT ORDER  -  SECOND    CLASS 0
 RA0526
 RA0526.The horizontal coordinates were scaled from a topographic map and have
 RA0526.an estimated accuracy of +/- 6 seconds.
 RA0526
 RA0526.The orthometric height was determined by differential leveling
 RA0526.and adjusted in June 1991.
 RA0526
 RA0526.The geoid height was determined by GEOID03.
 RA0526
 RA0526.The dynamic height is computed by dividing the NAVD 88
 RA0526.geopotential number by the normal gravity value computed on the
 RA0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0526.degrees latitude (g = 980.6199 gals.).
 RA0526
 RA0526.The modeled gravity was interpolated from observed gravity values.
 RA0526
 RA0526;                    North         East    Units  Estimated Accuracy
 RA0526;SPC OR N     -   262,800.    2,741,180.      MT  (+/- 180 meters Scaled)
 RA0526
 RA0526                          SUPERSEDED SURVEY CONTROL
 RA0526
 RA0526  NGVD 29 (??/??/92)  454.09   (m)         1489.8    (f) COMPUTED    2 0
 RA0526
 RA0526.Superseded values are not recommended for survey control.
 RA0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0526.See file dsdata.txt to determine how the superseded data were derived.
 RA0526
 RA0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML700929(NAD 83)
 RA0526_MARKER: DB = BENCH MARK DISK
 RA0526_SETTING: 80 = SET IN A BOULDER
 RA0526_SP_SET: BOULDER
 RA0526_STAMPING: E 409 1945
 RA0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0526+STABILITY: SURFACE MOTION
 RA0526
 RA0526  HISTORY     - Date     Condition        Report By
 RA0526  HISTORY     - 1945     MONUMENTED       CGS
 RA0526
 RA0526                          STATION DESCRIPTION
 RA0526
 RA0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RA0526'5.9 MI NE FROM TROY.
 RA0526'5.9 MILES NORTHEAST OF TROY POST OFFICE, ALONG TROY-ANATONE ROAD, 0.65
 RA0526'MILES SOUTHWEST OF THE OREGON-WASHINGTON STATE LINE, 0.7 MILE
 RA0526'NORTHEAST OF A WOODEN BRIDGE OVER GROUSE CREEK, 30 FEET SOUTH OF THE
 RA0526'CENTER LINE OF THE ROAD, 9.5 FEET SOUTHWEST OF AND 18 INCH BLAZED PINE
 RA0526'TREE.  A BRONZE DISK, SET IN A DRILL HOLE IN A BOULDER FLUSH WITH THE
 RA0526'SURFACE OF THE GROUND AND 2 FEET BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0265 ***********************************************************************
 QC0265  DESIGNATION -  E 410
 QC0265  PID         -  QC0265
 QC0265  STATE/COUNTY-  OR/GRANT
 QC0265  USGS QUAD   -  SLICKEAR MOUNTAIN (1995)
 QC0265
 QC0265                         *CURRENT SURVEY CONTROL
 QC0265  ___________________________________________________________________
 QC0265* NAD 83(1986)-  44 55 15.     (N)    119 20 46.     (W)     SCALED    
 QC0265* NAVD 88     -       651.895  (meters)    2138.76   (feet)  ADJUSTED  
 QC0265  ___________________________________________________________________
 QC0265  GEOID HEIGHT-         -19.14  (meters)                     GEOID03
 QC0265  DYNAMIC HT  -         651.699 (meters)    2138.12  (feet)  COMP
 QC0265  MODELED GRAV-     980,297.4   (mgal)                       NAVD 88
 QC0265
 QC0265  VERT ORDER  -  SECOND    CLASS 0
 QC0265
 QC0265.The horizontal coordinates were scaled from a topographic map and have
 QC0265.an estimated accuracy of +/- 6 seconds.
 QC0265
 QC0265.The orthometric height was determined by differential leveling
 QC0265.and adjusted in June 1991.
 QC0265
 QC0265.The geoid height was determined by GEOID03.
 QC0265
 QC0265.The dynamic height is computed by dividing the NAVD 88
 QC0265.geopotential number by the normal gravity value computed on the
 QC0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0265.degrees latitude (g = 980.6199 gals.).
 QC0265
 QC0265.The modeled gravity was interpolated from observed gravity values.
 QC0265
 QC0265;                    North         East    Units  Estimated Accuracy
 QC0265;SPC OR N     -   140,020.    2,591,090.      MT  (+/- 180 meters Scaled)
 QC0265
 QC0265                          SUPERSEDED SURVEY CONTROL
 QC0265
 QC0265  NGVD 29 (??/??/92)  650.742  (m)         2134.98   (f) ADJ UNCH    2 0
 QC0265
 QC0265.Superseded values are not recommended for survey control.
 QC0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0265.See file dsdata.txt to determine how the superseded data were derived.
 QC0265
 QC0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK148768(NAD 83)
 QC0265_MARKER: DB = BENCH MARK DISK
 QC0265_SETTING: 66 = SET IN ROCK OUTCROP
 QC0265_SP_SET: ROCK OUTCROP
 QC0265_STAMPING: E 410 1946
 QC0265_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QC0265+STABILITY: POSITION/ELEVATION WELL
 QC0265
 QC0265  HISTORY     - Date     Condition        Report By
 QC0265  HISTORY     - 1946     MONUMENTED       CGS
 QC0265
 QC0265                          STATION DESCRIPTION
 QC0265
 QC0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 QC0265'12.9 MI NE FROM MONUMENT.
 QC0265'12.9 MILES NORTHEAST ALONG THE NORTH FORK OF JOHN DAY RIVER FROM THE
 QC0265'POST OFFICE AT MONUMENT, GRANT COUNTY, AT THE MIDDLE OF A CURVE IN THE
 QC0265'RIVER FROM NORTHWEST TO SOUTHEAST, 10 FEET NORTHEAST OF THE LOW-WATER
 QC0265'LINE, IN THE TOP OF A ROCK OUTCROP PROJECTING INTO THE RIVER, 9 FEET
 QC0265'NORTHWEST OF A SMALL PINE TREE ON THE SOUTHEAST SIDE OF THE OUTCROP,
 QC0265'AND AT ABOUT HIGH-WATER LEVEL.  A STANDARD DISK, STAMPED E 410 1946.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0632 ***********************************************************************
 QC0632  DESIGNATION -  E 411
 QC0632  PID         -  QC0632
 QC0632  STATE/COUNTY-  OR/GRANT
 QC0632  USGS QUAD   -  RITTER (1995)
 QC0632
 QC0632                         *CURRENT SURVEY CONTROL
 QC0632  ___________________________________________________________________
 QC0632* NAD 83(1986)-  44 58 49.     (N)    119 12 23.     (W)     SCALED    
 QC0632* NAVD 88     -       728.450  (meters)    2389.92   (feet)  ADJUSTED  
 QC0632  ___________________________________________________________________
 QC0632  GEOID HEIGHT-         -18.81  (meters)                     GEOID03
 QC0632  DYNAMIC HT  -         728.233 (meters)    2389.21  (feet)  COMP
 QC0632  MODELED GRAV-     980,297.7   (mgal)                       NAVD 88
 QC0632
 QC0632  VERT ORDER  -  SECOND    CLASS 0
 QC0632
 QC0632.The horizontal coordinates were scaled from a topographic map and have
 QC0632.an estimated accuracy of +/- 6 seconds.
 QC0632
 QC0632.The orthometric height was determined by differential leveling
 QC0632.and adjusted in June 1991.
 QC0632
 QC0632.The geoid height was determined by GEOID03.
 QC0632
 QC0632.The dynamic height is computed by dividing the NAVD 88
 QC0632.geopotential number by the normal gravity value computed on the
 QC0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0632.degrees latitude (g = 980.6199 gals.).
 QC0632
 QC0632.The modeled gravity was interpolated from observed gravity values.
 QC0632
 QC0632;                    North         East    Units  Estimated Accuracy
 QC0632;SPC OR N     -   146,790.    2,602,020.      MT  (+/- 180 meters Scaled)
 QC0632
 QC0632                          SUPERSEDED SURVEY CONTROL
 QC0632
 QC0632  NGVD 29 (??/??/92)  727.287  (m)         2386.11   (f) ADJ UNCH    2 0
 QC0632
 QC0632.Superseded values are not recommended for survey control.
 QC0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0632.See file dsdata.txt to determine how the superseded data were derived.
 QC0632
 QC0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK260831(NAD 83)
 QC0632_MARKER: DB = BENCH MARK DISK
 QC0632_SETTING: 80 = SET IN A BOULDER
 QC0632_SP_SET: BOULDER
 QC0632_STAMPING: E 411 1946
 QC0632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0632+STABILITY: SURFACE MOTION
 QC0632
 QC0632  HISTORY     - Date     Condition        Report By
 QC0632  HISTORY     - 1946     MONUMENTED       CGS
 QC0632  HISTORY     - 1946     GOOD             NGS
 QC0632
 QC0632                          STATION DESCRIPTION
 QC0632
 QC0632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 QC0632'17.6 MI SW FROM DALE.
 QC0632'4.0 MILES NORTH ALONG U.S. HIGHWAY 395 FROM THE POST OFFICE AT DALE,
 QC0632'GRANT COUNTY, THENCE 13.6 MILES SOUTHWEST ALONG THE NORTH FORK OF JOHN
 QC0632'DAY RIVER.  ABOUT 180 FEET NORTHEAST OF A LARGE PINE TREE OPPOSITE TWO
 QC0632'SMALL ONES ON THE BANK OF THE RIVER, OPPOSITE A ROCK BLUFF ON THE
 QC0632'SOUTH SIDE OF THE RIVER, AND IN A LARGE BOULDER IN A GROUP OF SMALLER
 QC0632'ROCKS PROJECTING INTO THE RIVER.  A STANDARD DISK, STAMPED E 411 1946.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0275 ***********************************************************************
 QC0275  DESIGNATION -  E 412
 QC0275  PID         -  QC0275
 QC0275  STATE/COUNTY-  OR/GRANT
 QC0275  USGS QUAD   -  SLICKEAR MOUNTAIN (1995)
 QC0275
 QC0275                         *CURRENT SURVEY CONTROL
 QC0275  ___________________________________________________________________
 QC0275* NAD 83(1986)-  44 54 03.     (N)    119 16 20.     (W)     SCALED    
 QC0275* NAVD 88     -       686.192  (meters)    2251.28   (feet)  ADJUSTED  
 QC0275  ___________________________________________________________________
 QC0275  GEOID HEIGHT-         -19.01  (meters)                     GEOID03
 QC0275  DYNAMIC HT  -         685.989 (meters)    2250.62  (feet)  COMP
 QC0275  MODELED GRAV-     980,301.7   (mgal)                       NAVD 88
 QC0275
 QC0275  VERT ORDER  -  SECOND    CLASS 0
 QC0275
 QC0275.The horizontal coordinates were scaled from a topographic map and have
 QC0275.an estimated accuracy of +/- 6 seconds.
 QC0275
 QC0275.The orthometric height was determined by differential leveling
 QC0275.and adjusted in June 1991.
 QC0275
 QC0275.The geoid height was determined by GEOID03.
 QC0275
 QC0275.The dynamic height is computed by dividing the NAVD 88
 QC0275.geopotential number by the normal gravity value computed on the
 QC0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0275.degrees latitude (g = 980.6199 gals.).
 QC0275
 QC0275.The modeled gravity was interpolated from observed gravity values.
 QC0275
 QC0275;                    North         East    Units  Estimated Accuracy
 QC0275;SPC OR N     -   137,880.    2,596,960.      MT  (+/- 180 meters Scaled)
 QC0275
 QC0275                          SUPERSEDED SURVEY CONTROL
 QC0275
 QC0275  NGVD 29 (??/??/92)  685.041  (m)         2247.51   (f) ADJ UNCH    2 0
 QC0275
 QC0275.Superseded values are not recommended for survey control.
 QC0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0275.See file dsdata.txt to determine how the superseded data were derived.
 QC0275
 QC0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK206744(NAD 83)
 QC0275_MARKER: DB = BENCH MARK DISK
 QC0275_SETTING: 80 = SET IN A BOULDER
 QC0275_SP_SET: BED ROCK
 QC0275_STAMPING: E 412 1946
 QC0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0275+STABILITY: SURFACE MOTION
 QC0275
 QC0275  HISTORY     - Date     Condition        Report By
 QC0275  HISTORY     - 1946     MONUMENTED       CGS
 QC0275
 QC0275                          STATION DESCRIPTION
 QC0275
 QC0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 QC0275'11.4 MI W FROM RITTER.
 QC0275'11.4 MILES WEST ALONG THE MIDDLE FORK OF THE JOHN DAY RIVER FROM
 QC0275'RITTER, ON NORTH BANK, ABOUT 300 FEET NORTHEAST OF BEND IN RIVER FROM
 QC0275'SOUTHWEST OF NORTHWEST, SET IN BED ROCK, 33 FEET EAST OF A MEDIUM SIZE
 QC0275'PINE ON TOP OF RIVER BANK, WITH TRIANGLE BLAZE FACING UP RIVER, ABOUT
 QC0275'8 FEET NORTHWEST OF LOW WATER LINE, ABOUT 2 FEET ABOVE LOW WATER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0856 ***********************************************************************
 RA0856  DESIGNATION -  E 413
 RA0856  PID         -  RA0856
 RA0856  STATE/COUNTY-  OR/WALLOWA
 RA0856  USGS QUAD   -  DEEP CREEK (1995)
 RA0856
 RA0856                         *CURRENT SURVEY CONTROL
 RA0856  ___________________________________________________________________
 RA0856* NAD 83(1986)-  45 50 44.     (N)    117 43 58.     (W)     SCALED    
 RA0856* NAVD 88     -       630.479  (meters)    2068.50   (feet)  ADJUSTED  
 RA0856  ___________________________________________________________________
 RA0856  GEOID HEIGHT-         -17.85  (meters)                     GEOID03
 RA0856  DYNAMIC HT  -         630.291 (meters)    2067.88  (feet)  COMP
 RA0856  MODELED GRAV-     980,301.0   (mgal)                       NAVD 88
 RA0856
 RA0856  VERT ORDER  -  SECOND    CLASS 0
 RA0856
 RA0856.The horizontal coordinates were scaled from a topographic map and have
 RA0856.an estimated accuracy of +/- 6 seconds.
 RA0856
 RA0856.The orthometric height was determined by differential leveling
 RA0856.and adjusted in June 1991.
 RA0856
 RA0856.The geoid height was determined by GEOID03.
 RA0856
 RA0856.The dynamic height is computed by dividing the NAVD 88
 RA0856.geopotential number by the normal gravity value computed on the
 RA0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0856.degrees latitude (g = 980.6199 gals.).
 RA0856
 RA0856.The modeled gravity was interpolated from observed gravity values.
 RA0856
 RA0856;                    North         East    Units  Estimated Accuracy
 RA0856;SPC OR N     -   245,810.    2,714,900.      MT  (+/- 180 meters Scaled)
 RA0856
 RA0856                          SUPERSEDED SURVEY CONTROL
 RA0856
 RA0856  NGVD 29 (??/??/92)  629.313  (m)         2064.67   (f) ADJ UNCH    2 0
 RA0856
 RA0856.Superseded values are not recommended for survey control.
 RA0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0856.See file dsdata.txt to determine how the superseded data were derived.
 RA0856
 RA0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML431771(NAD 83)
 RA0856_MARKER: DB = BENCH MARK DISK
 RA0856_SETTING: 80 = SET IN A BOULDER
 RA0856_SP_SET: BOULDER
 RA0856_STAMPING: E 413 1946
 RA0856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0856+STABILITY: SURFACE MOTION
 RA0856
 RA0856  HISTORY     - Date     Condition        Report By
 RA0856  HISTORY     - 1946     MONUMENTED       CGS
 RA0856  HISTORY     - 1967     GOOD             USGS
 RA0856  HISTORY     - 19671031 GOOD             USPSQD
 RA0856
 RA0856                          STATION DESCRIPTION
 RA0856
 RA0856'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 RA0856'11.5 MI N FROM RONDOWA.
 RA0856'11.5 MILES NORTH OF RONDOWA ALONG THE GRANDE RONDE RIVER, SET IN A
 RA0856'LARGE BOULDER LYING IN EDGE OF RIVER (AT HIGH WATER) ON THE SOUTHEAST
 RA0856'BANK OF RIVER, DIRECTLY ACROSS THE RIVER FROM A POINTED BAR FORMED ON
 RA0856'THE INSIDE OF A SHARP CURVE IN RIVER, 4 FEET ABOVE HIGH WATER LEVEL,
 RA0856'15 FEET WEST OF A SMALL LONE FIR TREE WITH A TRIANGULAR BLAZE FACING
 RA0856'THE MARK.  NOTE-- THERE IS NO SIGN OF THE DEEPLY ERODED RAVINE.
 RA0856
 RA0856                          STATION RECOVERY (1967)
 RA0856
 RA0856'RECOVERY NOTE BY US POWER SQUADRON 1967 (CGM)
 RA0856'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0517 ***********************************************************************
 QC0517  DESIGNATION -  E 415
 QC0517  PID         -  QC0517
 QC0517  STATE/COUNTY-  OR/GRANT
 QC0517  USGS QUAD   -  MT MISERY (1990)
 QC0517
 QC0517                         *CURRENT SURVEY CONTROL
 QC0517  ___________________________________________________________________
 QC0517* NAD 83(1986)-  44 39 07.     (N)    119 38 56.     (W)     SCALED    
 QC0517* NAVD 88     -       620.130  (meters)    2034.54   (feet)  ADJUSTED  
 QC0517  ___________________________________________________________________
 QC0517  GEOID HEIGHT-         -19.25  (meters)                     GEOID03
 QC0517  DYNAMIC HT  -         619.968 (meters)    2034.01  (feet)  COMP
 QC0517  MODELED GRAV-     980,337.2   (mgal)                       NAVD 88
 QC0517
 QC0517  VERT ORDER  -  FIRST     CLASS II
 QC0517
 QC0517.The horizontal coordinates were scaled from a topographic map and have
 QC0517.an estimated accuracy of +/- 6 seconds.
 QC0517
 QC0517.The orthometric height was determined by differential leveling
 QC0517.and adjusted in June 1991.
 QC0517
 QC0517.The geoid height was determined by GEOID03.
 QC0517
 QC0517.The dynamic height is computed by dividing the NAVD 88
 QC0517.geopotential number by the normal gravity value computed on the
 QC0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0517.degrees latitude (g = 980.6199 gals.).
 QC0517
 QC0517.The modeled gravity was interpolated from observed gravity values.
 QC0517
 QC0517;                    North         East    Units  Estimated Accuracy
 QC0517;SPC OR N     -   109,840.    2,567,510.      MT  (+/- 180 meters Scaled)
 QC0517
 QC0517                          SUPERSEDED SURVEY CONTROL
 QC0517
 QC0517  NGVD 29 (??/??/92)  619.017  (m)         2030.89   (f) ADJ UNCH    1 2
 QC0517
 QC0517.Superseded values are not recommended for survey control.
 QC0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0517.See file dsdata.txt to determine how the superseded data were derived.
 QC0517
 QC0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKK899477(NAD 83)
 QC0517_MARKER: DB = BENCH MARK DISK
 QC0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QC0517_STAMPING: E 415 1945
 QC0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0517+STABILITY: SURFACE MOTION
 QC0517
 QC0517  HISTORY     - Date     Condition        Report By
 QC0517  HISTORY     - 1945     MONUMENTED       CGS
 QC0517  HISTORY     - 1963     GOOD             NGS
 QC0517  HISTORY     - 1978     GOOD             NGS
 QC0517  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 QC0517  HISTORY     - 19860901 MARK NOT FOUND   USGS
 QC0517
 QC0517                          STATION DESCRIPTION
 QC0517
 QC0517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 QC0517'8.8 MI S FROM KIMBERLY.
 QC0517'8.8 MILES SOUTH ALONG STATE HIGHWAY 19 FROM THE KIMBERLY POST OFFICE,
 QC0517'0.1 MILE NORTH OF MILE POST NO. 114, 75 FEET SOUTH OF THE WEST END OF
 QC0517'AN IRRIGATION DITCH UNDER THE HIGHWAY, 22 FEET WEST OF THE CENTER OF
 QC0517'THE HIGHWAY, 16 FEET SOUTHEAST OF THE CENTER OF A BOARD GATE, 2 FEET
 QC0517'EAST OF A FENCE AND 2 FEET SOUTH OF A WOODEN WITNESS POST.  THE
 QC0517'MONUMENT PROJECTS 4 INCHES.
 QC0517
 QC0517                          STATION RECOVERY (1978)
 QC0517
 QC0517'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QC0517'RECOVERED IN GOOD CONDITION.
 QC0517
 QC0517                          STATION RECOVERY (1986)
 QC0517
 QC0517'RECOVERY NOTE BY US POWER SQUADRON 1986 (RRB)
 QC0517'MARK NOT FOUND.
 QC0517
 QC0517                          STATION RECOVERY (1986)
 QC0517
 QC0517'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (RRB)
 QC0517'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0438 ***********************************************************************
 RA0438  DESIGNATION -  E 416
 RA0438  PID         -  RA0438
 RA0438  STATE/COUNTY-  OR/WALLOWA
 RA0438  USGS QUAD   -  LICK CREEK (1990)
 RA0438
 RA0438                         *CURRENT SURVEY CONTROL
 RA0438  ___________________________________________________________________
 RA0438* NAD 83(1986)-  45 11 18.     (N)    117 03 11.     (W)     SCALED    
 RA0438* NAVD 88     -      1697.573  (meters)    5569.45   (feet)  ADJUSTED  
 RA0438  ___________________________________________________________________
 RA0438  GEOID HEIGHT-         -15.38  (meters)                     GEOID03
 RA0438  DYNAMIC HT  -        1696.893 (meters)    5567.22  (feet)  COMP
 RA0438  MODELED GRAV-     980,155.2   (mgal)                       NAVD 88
 RA0438
 RA0438  VERT ORDER  -  SECOND    CLASS 0
 RA0438
 RA0438.The horizontal coordinates were scaled from a topographic map and have
 RA0438.an estimated accuracy of +/- 6 seconds.
 RA0438
 RA0438.The orthometric height was determined by differential leveling
 RA0438.and adjusted in June 1991.
 RA0438
 RA0438.The geoid height was determined by GEOID03.
 RA0438
 RA0438.The dynamic height is computed by dividing the NAVD 88
 RA0438.geopotential number by the normal gravity value computed on the
 RA0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0438.degrees latitude (g = 980.6199 gals.).
 RA0438
 RA0438.The modeled gravity was interpolated from observed gravity values.
 RA0438
 RA0438;                    North         East    Units  Estimated Accuracy
 RA0438;SPC OR N     -   174,870.    2,770,780.      MT  (+/- 180 meters Scaled)
 RA0438
 RA0438                          SUPERSEDED SURVEY CONTROL
 RA0438
 RA0438  NGVD 29 (??/??/92) 1696.264  (m)         5565.16   (f) ADJ UNCH    2 0
 RA0438
 RA0438.Superseded values are not recommended for survey control.
 RA0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0438.See file dsdata.txt to determine how the superseded data were derived.
 RA0438
 RA0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML958038(NAD 83)
 RA0438_MARKER: DB = BENCH MARK DISK
 RA0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RA0438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RA0438_STAMPING: E 416 1946
 RA0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0438+STABILITY: SURFACE MOTION
 RA0438
 RA0438  HISTORY     - Date     Condition        Report By
 RA0438  HISTORY     - 1946     MONUMENTED       CGS
 RA0438
 RA0438                          STATION DESCRIPTION
 RA0438
 RA0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RA0438'23.0 MI SE FROM JOSEPH.
 RA0438'ABOUT 23.0 MILES SOUTHEAST ALONG THE LICK CREEK ROAD FROM THE POST
 RA0438'OFFICE AT JOSEPH, 14 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 12
 RA0438'FEET EAST OF A 10-INCH PINE TREE WITH TWO TRIANGULAR BLAZES, 2.4 FEET
 RA0438'SOUTH OF MILEPOST 23, ABOUT 2 1/2 FEET ABOVE THE ROAD LEVEL, AND SET
 RA0438'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.3 FOOT ABOVE THE
 RA0438'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0334 ***********************************************************************
 RC0334  DESIGNATION -  E 417
 RC0334  PID         -  RC0334
 RC0334  STATE/COUNTY-  OR/GILLIAM
 RC0334  USGS QUAD   -  SCHOTT CANYON (1970)
 RC0334
 RC0334                         *CURRENT SURVEY CONTROL
 RC0334  ___________________________________________________________________
 RC0334* NAD 83(1986)-  45 14 48.     (N)    120 16 22.     (W)     SCALED    
 RC0334* NAVD 88     -       973.342  (meters)    3193.37   (feet)  ADJUSTED  
 RC0334  ___________________________________________________________________
 RC0334  GEOID HEIGHT-         -20.55  (meters)                     GEOID03
 RC0334  DYNAMIC HT  -         973.176 (meters)    3192.83  (feet)  COMP
 RC0334  MODELED GRAV-     980,411.7   (mgal)                       NAVD 88
 RC0334
 RC0334  VERT ORDER  -  SECOND    CLASS 0
 RC0334
 RC0334.The horizontal coordinates were scaled from a topographic map and have
 RC0334.an estimated accuracy of +/- 6 seconds.
 RC0334
 RC0334.The orthometric height was determined by differential leveling
 RC0334.and adjusted in June 1991.
 RC0334
 RC0334.The geoid height was determined by GEOID03.
 RC0334
 RC0334.The dynamic height is computed by dividing the NAVD 88
 RC0334.geopotential number by the normal gravity value computed on the
 RC0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0334.degrees latitude (g = 980.6199 gals.).
 RC0334
 RC0334.The modeled gravity was interpolated from observed gravity values.
 RC0334
 RC0334;                    North         East    Units  Estimated Accuracy
 RC0334;SPC OR N     -   175,600.    2,517,840.      MT  (+/- 180 meters Scaled)
 RC0334
 RC0334                          SUPERSEDED SURVEY CONTROL
 RC0334
 RC0334  NGVD 29 (??/??/92)  972.282  (m)         3189.90   (f) ADJ UNCH    2 0
 RC0334
 RC0334.Superseded values are not recommended for survey control.
 RC0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0334.See file dsdata.txt to determine how the superseded data were derived.
 RC0334
 RC0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGR140139(NAD 83)
 RC0334_MARKER: DB = BENCH MARK DISK
 RC0334_SETTING: 0 = UNSPECIFIED SETTING
 RC0334_STAMPING: E 417 1946
 RC0334_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC0334
 RC0334  HISTORY     - Date     Condition        Report By
 RC0334  HISTORY     - 1946     MONUMENTED       CGS
 RC0334  HISTORY     - 1970     GOOD             USGS
 RC0334
 RC0334                          STATION DESCRIPTION
 RC0334
 RC0334'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 RC0334'4.9 MI NW FROM CONDON.
 RC0334'4.9 MILES NORTHWEST ALONG STATE HIGHWAY 206 FROM THE POST OFFICE IN
 RC0334'CONDON, 0.1 MILE NORTHWEST OF THE JUNCTION OF STATE HIGHWAY 206 AND
 RC0334'PATEE ROAD, AT A ROAD-T, SW, 54 FEET SW OF CENTERLINE OF ROAD-T, 48
 RC0334'FEET SW OF CENTERLINE OF THE HIGHWAY AND 23 FEET NW OF THE CENTERLINE
 RC0334'OF SIDE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AE4448 ***********************************************************************
 AE4448  DESIGNATION -  E 417 RESET
 AE4448  PID         -  AE4448
 AE4448  STATE/COUNTY-  OR/GILLIAM
 AE4448  USGS QUAD   -  SCHOTT CANYON (1970)
 AE4448
 AE4448                         *CURRENT SURVEY CONTROL
 AE4448  ___________________________________________________________________
 AE4448* NAD 83(1986)-  45 14 48.     (N)    120 16 22.     (W)     SCALED    
 AE4448* NAVD 88     -       974.13   (meters)    3196.0    (feet)  RESET     
 AE4448  ___________________________________________________________________
 AE4448  GEOID HEIGHT-         -20.55  (meters)                     GEOID03
 AE4448  VERT ORDER  -  THIRD
 AE4448
 AE4448.The horizontal coordinates were scaled from a topographic map and have
 AE4448.an estimated accuracy of +/- 6 seconds.
 AE4448
 AE4448.The orthometric height was computed from unverified reset data.
 AE4448
 AE4448.The geoid height was determined by GEOID03.
 AE4448
 AE4448;                    North         East    Units  Estimated Accuracy
 AE4448;SPC OR N     -   175,600.    2,517,840.      MT  (+/- 180 meters Scaled)
 AE4448
 AE4448                          SUPERSEDED SURVEY CONTROL
 AE4448
 AE4448.No superseded survey control is available for this station.
 AE4448
 AE4448_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGR140139(NAD 83)
 AE4448_MARKER: DD = SURVEY DISK
 AE4448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4448_STAMPING: RESET
 AE4448_MARK LOGO: ORHD  
 AE4448_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE4448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4448+STABILITY: SURFACE MOTION
 AE4448
 AE4448  HISTORY     - Date     Condition        Report By
 AE4448  HISTORY     - 1947     MONUMENTED       ORHD
 AE4448
 AE4448                          STATION DESCRIPTION
 AE4448
 AE4448'DESCRIBED BY OREGON HIGHWAY DEPARTMENT 1947
 AE4448'APPROXIMATELY 4.6 MILES (7.4 KM) WEST OF CANDON ON THE WASCO-HEPPNER
 AE4448'HIGHWAY, IN A THREE INCH METAL PIPESET IN CONCRETE BASE, 50 FEET (15.2
 AE4448'M) RIGHT OF HIGHWAY STATION 2108+12 ALONG WEST FENCE LINE ON COUNTY
 AE4448'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0613 ***********************************************************************
 RC0613  DESIGNATION -  E 418 RESET
 RC0613  PID         -  RC0613
 RC0613  STATE/COUNTY-  OR/SHERMAN
 RC0613  USGS QUAD   -  KLONDIKE (1971)
 RC0613
 RC0613                         *CURRENT SURVEY CONTROL
 RC0613  ___________________________________________________________________
 RC0613* NAD 83(1986)-  45 30 49.     (N)    120 34 48.     (W)     SCALED    
 RC0613* NAVD 88     -       478.19   (meters)    1568.9    (feet)  RESET     
 RC0613  ___________________________________________________________________
 RC0613  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 RC0613  VERT ORDER  -  THIRD
 RC0613
 RC0613.The horizontal coordinates were scaled from a topographic map and have
 RC0613.an estimated accuracy of +/- 6 seconds.
 RC0613
 RC0613.The orthometric height was computed from unverified reset data.
 RC0613
 RC0613.The geoid height was determined by GEOID03.
 RC0613
 RC0613;                    North         East    Units  Estimated Accuracy
 RC0613;SPC OR N     -   205,240.    2,493,750.      MT  (+/- 180 meters Scaled)
 RC0613
 RC0613                          SUPERSEDED SURVEY CONTROL
 RC0613
 RC0613.No superseded survey control is available for this station.
 RC0613
 RC0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR890428(NAD 83)
 RC0613_MARKER: DD = SURVEY DISK
 RC0613_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RC0613_SP_SET: CULVERT
 RC0613_STAMPING: E 418 RESET 1958
 RC0613_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC0613
 RC0613  HISTORY     - Date     Condition        Report By
 RC0613  HISTORY     - 1958     MONUMENTED       ORDT
 RC0613
 RC0613                          STATION DESCRIPTION
 RC0613
 RC0613'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1958
 RC0613'8.2 MI SE FROM WASCO.
 RC0613'ABOUT 8.2 MILES SOUTHEAST ALONG STATE HIGHWAY 206 FROM ITS JUNCTION
 RC0613'WITH U.S. HIGHWAY 97 AT WASCO, AT THE JUNCTION OF A COUNTY ROAD
 RC0613'LEADING NORTH, 40 YARDS NORTH OF THE CENTERLINE OF STATE HIGHWAY 206
 RC0613'AND SET IN THE TOP OF THE NORTH END OF THE WEST CONCRETE HEADWALL OF A
 RC0613'CONCRETE CULVERT UNDER THE COUNTY ROAD.  THE MARK IS ABOUT 2 FEET
 RC0613'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0595 ***********************************************************************
 QD0595  DESIGNATION -  E 419
 QD0595  PID         -  QD0595
 QD0595  STATE/COUNTY-  OR/JEFFERSON
 QD0595  USGS QUAD   -  CULVER (1992)
 QD0595
 QD0595                         *CURRENT SURVEY CONTROL
 QD0595  ___________________________________________________________________
 QD0595* NAD 83(1986)-  44 32 45.     (N)    121 14 22.     (W)     SCALED    
 QD0595* NAVD 88     -       796.985  (meters)    2614.78   (feet)  ADJUSTED  
 QD0595  ___________________________________________________________________
 QD0595  GEOID HEIGHT-         -21.37  (meters)                     GEOID03
 QD0595  DYNAMIC HT  -         796.766 (meters)    2614.06  (feet)  COMP
 QD0595  MODELED GRAV-     980,316.9   (mgal)                       NAVD 88
 QD0595
 QD0595  VERT ORDER  -  SECOND    CLASS 0
 QD0595
 QD0595.The horizontal coordinates were scaled from a topographic map and have
 QD0595.an estimated accuracy of +/- 6 seconds.
 QD0595
 QD0595.The orthometric height was determined by differential leveling
 QD0595.and adjusted in June 1991.
 QD0595
 QD0595.The geoid height was determined by GEOID03.
 QD0595
 QD0595.The dynamic height is computed by dividing the NAVD 88
 QD0595.geopotential number by the normal gravity value computed on the
 QD0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0595.degrees latitude (g = 980.6199 gals.).
 QD0595
 QD0595.The modeled gravity was interpolated from observed gravity values.
 QD0595
 QD0595;                    North         East    Units  Estimated Accuracy
 QD0595;SPC OR N     -    97,960.    2,441,240.      MT  (+/- 180 meters Scaled)
 QD0595
 QD0595                          SUPERSEDED SURVEY CONTROL
 QD0595
 QD0595  NGVD 29 (??/??/92)  795.894  (m)         2611.20   (f) ADJ UNCH    2 0
 QD0595
 QD0595.Superseded values are not recommended for survey control.
 QD0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0595.See file dsdata.txt to determine how the superseded data were derived.
 QD0595
 QD0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ398340(NAD 83)
 QD0595_MARKER: DB = BENCH MARK DISK
 QD0595_SETTING: 0 = UNSPECIFIED SETTING
 QD0595_STAMPING: E 419 1946
 QD0595_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0595
 QD0595  HISTORY     - Date     Condition        Report By
 QD0595  HISTORY     - 1946     MONUMENTED       CGS
 QD0595  HISTORY     - 1975     GOOD             NGS
 QD0595
 QD0595                          STATION DESCRIPTION
 QD0595
 QD0595'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 QD0595'3 MI NW FROM CULVER.
 QD0595'REACHED FROM THE CULVER POST OFFICE GO WEST ON C STREET, AND HUBER
 QD0595'LANE FOR 0.9 MILE TO A T INTERSECTION, TURN RIGHT, AND GO NORTH ON
 QD0595'FEATHER DRIVE FOR 0.9 MILE TO A SIDE ROAD LEFT, TURN LEFT, AND GO
 QD0595'WEST, AND NORTH FOR 1.0 MILE TO A SIDE ROAD LEFT, AND THE BENCH MARK
 QD0595'ON THE RIGHT, 150 FEET SOUTHEAST OF A TEXACO SERVICE STATION, AND
 QD0595'STORE, 34.5 FEET SOUTH OF A FIRE HYDRANT, 22 FEET SOUTH OF THE CENTER
 QD0595'OF A DRIVEWAY EAST, 14.5 FEET EAST OF THE CENTER OF FRAZIER ROAD, 8.5
 QD0595'FEET SOUTH OF THE PROLONGED CENTER OF THE ROAD TO THE COVE STATE PARK,
 QD0595'7 FEET SOUTH OF A ROAD SIGN, 1.5 FEET NORTH OF A WITNESS POST, AND
 QD0595'3-INCHES BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0232 ***********************************************************************
 OA0232  DESIGNATION -  E 42
 OA0232  PID         -  OA0232
 OA0232  STATE/COUNTY-  OR/CURRY
 OA0232  USGS QUAD   -  CAPE SEBASTIAN (1986)
 OA0232
 OA0232                         *CURRENT SURVEY CONTROL
 OA0232  ___________________________________________________________________
 OA0232* NAD 83(1986)-  42 15 04.     (N)    124 23 33.     (W)     SCALED    
 OA0232* NAVD 88     -        89.451  (meters)     293.47   (feet)  POSTED    
 OA0232  ___________________________________________________________________
 OA0232  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 OA0232  DYNAMIC HT  -          89.420 (meters)     293.37  (feet)  COMP
 OA0232  MODELED GRAV-     980,320.0   (mgal)                       NAVD 88
 OA0232
 OA0232  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 OA0232
 OA0232.The horizontal coordinates were scaled from a topographic map and have
 OA0232.an estimated accuracy of +/- 6 seconds.
 OA0232
 OA0232.The orthometric height was determined by differential leveling
 OA0232.and adjusted by the  in 1992.
 OA0232.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 OA0232.rate of 2.1 thru 3.0 mm/km.
 OA0232
 OA0232.The geoid height was determined by GEOID03.
 OA0232
 OA0232.The dynamic height is computed by dividing the NAVD 88
 OA0232.geopotential number by the normal gravity value computed on the
 OA0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0232.degrees latitude (g = 980.6199 gals.).
 OA0232
 OA0232.The modeled gravity was interpolated from observed gravity values.
 OA0232
 OA0232;                    North         East    Units  Estimated Accuracy
 OA0232;SPC OR S     -    72,390.    1,178,880.      MT  (+/- 180 meters Scaled)
 OA0232
 OA0232                          SUPERSEDED SURVEY CONTROL
 OA0232
 OA0232  NGVD 29 (??/??/92)   88.351  (m)          289.86   (f) ADJ UNCH    1 2
 OA0232
 OA0232.Superseded values are not recommended for survey control.
 OA0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0232.See file dsdata.txt to determine how the superseded data were derived.
 OA0232
 OA0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCM851785(NAD 83)
 OA0232_MARKER: DB = BENCH MARK DISK
 OA0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA0232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OA0232_STAMPING: E 42 1931
 OA0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0232+STABILITY: SURFACE MOTION
 OA0232
 OA0232  HISTORY     - Date     Condition        Report By
 OA0232  HISTORY     - 1931     MONUMENTED       CGS
 OA0232  HISTORY     - 1941     GOOD             NGS
 OA0232  HISTORY     - 1982     MARK NOT FOUND   USGS
 OA0232  HISTORY     - 1988     MARK NOT FOUND   NGS
 OA0232
 OA0232                          STATION DESCRIPTION
 OA0232
 OA0232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 OA0232'15.1 MI S FROM GOLD BEACH.
 OA0232'15.1 MILES SOUTH ALONG THE OREGON COAST HIGHWAY (U.S. 101) FROM THE
 OA0232'POST OFFICE AT GOLD BEACH, CURRY COUNTY, ABOUT 1.6 MILES SOUTH OF A
 OA0232'BRIDGE OVER PISTOL RIVER, 50 FEET SOUTH OF A CUT THROUGH A SMALL HILL,
 OA0232'25 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND AT A 4- BY 4-INCH
 OA0232'WHITE WOODEN POST STENCILED U.S.B.M.  A STANDARD DISK, STAMPED E 42
 OA0232'1931 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 8 INCHES
 OA0232'ABOVE GROUND.
 OA0232
 OA0232                          STATION RECOVERY (1982)
 OA0232
 OA0232'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 OA0232'MARK NOT FOUND.
 OA0232
 OA0232                          STATION RECOVERY (1988)
 OA0232
 OA0232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 OA0232'THERE HAS BEEN ROAD CONSTRUCTION AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0777 ***********************************************************************
 QD0777  DESIGNATION -  E 420
 QD0777  PID         -  QD0777
 QD0777  STATE/COUNTY-  OR/JEFFERSON
 QD0777  USGS QUAD   -  STEELHEAD FALLS (1992)
 QD0777
 QD0777                         *CURRENT SURVEY CONTROL
 QD0777  ___________________________________________________________________
 QD0777* NAD 83(1986)-  44 25 18.     (N)    121 17 46.     (W)     SCALED    
 QD0777* NAVD 88     -       696.479  (meters)    2285.03   (feet)  ADJUSTED  
 QD0777  ___________________________________________________________________
 QD0777  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 QD0777  DYNAMIC HT  -         696.268 (meters)    2284.34  (feet)  COMP
 QD0777  MODELED GRAV-     980,292.6   (mgal)                       NAVD 88
 QD0777
 QD0777  VERT ORDER  -  SECOND    CLASS 0
 QD0777
 QD0777.The horizontal coordinates were scaled from a topographic map and have
 QD0777.an estimated accuracy of +/- 6 seconds.
 QD0777
 QD0777.The orthometric height was determined by differential leveling
 QD0777.and adjusted in June 1991.
 QD0777
 QD0777.The geoid height was determined by GEOID03.
 QD0777
 QD0777.The dynamic height is computed by dividing the NAVD 88
 QD0777.geopotential number by the normal gravity value computed on the
 QD0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0777.degrees latitude (g = 980.6199 gals.).
 QD0777
 QD0777.The modeled gravity was interpolated from observed gravity values.
 QD0777
 QD0777;                    North         East    Units  Estimated Accuracy
 QD0777;SPC OR N     -    84,210.    2,436,600.      MT  (+/- 180 meters Scaled)
 QD0777
 QD0777                          SUPERSEDED SURVEY CONTROL
 QD0777
 QD0777  NGVD 29 (??/??/92)  695.384  (m)         2281.44   (f) ADJ UNCH    2 0
 QD0777
 QD0777.Superseded values are not recommended for survey control.
 QD0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0777.See file dsdata.txt to determine how the superseded data were derived.
 QD0777
 QD0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ356201(NAD 83)
 QD0777_MARKER: DB = BENCH MARK DISK
 QD0777_SETTING: 80 = SET IN A BOULDER
 QD0777_SP_SET: BOULDER
 QD0777_STAMPING: E 420 1946
 QD0777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0777+STABILITY: SURFACE MOTION
 QD0777
 QD0777  HISTORY     - Date     Condition        Report By
 QD0777  HISTORY     - 1946     MONUMENTED       CGS
 QD0777
 QD0777                          STATION DESCRIPTION
 QD0777
 QD0777'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 QD0777'6.2 MI N FROM LOWER BRIDGE.
 QD0777'ALONG DESCHUTES RIVER, ABOUT 6.2 MILES NORTH OF LOWER BRIDGE, ABOUT
 QD0777'0.4 MILE DOWNSTREAM FROM STEELHEAD FALLS, AT LOWER END OF LONG SMOOTH
 QD0777'STRETCH OF WATER, SET IN LARGE BOULDER ON EAST SIDE OF RIVER, 50 YARDS
 QD0777'NORTHWEST OF MOUTH OF RAVINE, 30 FEET UP SLOPE FROM EDGE OF RIVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0046 ***********************************************************************
 PB0046  DESIGNATION -  E 421
 PB0046  PID         -  PB0046
 PB0046  STATE/COUNTY-  OR/LAKE
 PB0046  USGS QUAD   -  GLASS BUTTE (1983)
 PB0046
 PB0046                         *CURRENT SURVEY CONTROL
 PB0046  ___________________________________________________________________
 PB0046* NAD 83(1986)-  43 31 06.     (N)    120 06 35.     (W)     SCALED    
 PB0046* NAVD 88     -      1427.148  (meters)    4682.23   (feet)  ADJUSTED  
 PB0046  ___________________________________________________________________
 PB0046  GEOID HEIGHT-         -19.75  (meters)                     GEOID03
 PB0046  DYNAMIC HT  -        1426.411 (meters)    4679.82  (feet)  COMP
 PB0046  MODELED GRAV-     980,053.2   (mgal)                       NAVD 88
 PB0046
 PB0046  VERT ORDER  -  SECOND    CLASS I
 PB0046
 PB0046.The horizontal coordinates were scaled from a topographic map and have
 PB0046.an estimated accuracy of +/- 6 seconds.
 PB0046
 PB0046.The orthometric height was determined by differential leveling
 PB0046.and adjusted in June 1991.
 PB0046
 PB0046.The geoid height was determined by GEOID03.
 PB0046
 PB0046.The dynamic height is computed by dividing the NAVD 88
 PB0046.geopotential number by the normal gravity value computed on the
 PB0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0046.degrees latitude (g = 980.6199 gals.).
 PB0046
 PB0046.The modeled gravity was interpolated from observed gravity values.
 PB0046
 PB0046;                    North         East    Units  Estimated Accuracy
 PB0046;SPC OR S     -   205,760.    1,531,550.      MT  (+/- 180 meters Scaled)
 PB0046
 PB0046                          SUPERSEDED SURVEY CONTROL
 PB0046
 PB0046.No superseded survey control is available for this station.
 PB0046
 PB0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGP335224(NAD 83)
 PB0046_MARKER: DB = BENCH MARK DISK
 PB0046_SETTING: 80 = SET IN A BOULDER
 PB0046_SP_SET: BOULDER
 PB0046_STAMPING: E 421 1977
 PB0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0046+STABILITY: SURFACE MOTION
 PB0046
 PB0046  HISTORY     - Date     Condition        Report By
 PB0046  HISTORY     - 1977     MONUMENTED       NGS
 PB0046
 PB0046                          STATION DESCRIPTION
 PB0046
 PB0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 PB0046'13.5 MI SE FROM HAMPTON.
 PB0046'REACHED FROM HAMPTON GO SOUTHEAST ON U.S. HIGHWAY 20 FOR 7.9 MILES TO
 PB0046'A SIDE ROAD RIGHT, AT THE SIGN, STAUFFER, TURN RIGHT, AND GO SOUTH,
 PB0046'AND SOUTHEAST ON THE MAIN TRAVELED ROAD FOR 3.4 MILES TO A CATTLE
 PB0046'GUARD.  CONTINUE SOUTHEAST FOR 1.8 MILES TO A CROSSROAD, 0.25 MILE
 PB0046'AFTER PASSING A TANK ON THE LEFT, TURN RIGHT, AND GO SOUTHWEST FOR
 PB0046'0.75 MILE TO THE BENCH MARK ON THE RIGHT, 61 FEET NORTHWEST OF THE
 PB0046'CENTER OF THE ROAD, 41 FEET NORTHWEST OF A LONE 18-INCH JUNIPER TREE,
 PB0046'AND 3 FEET SOUTHEAST OF A METAL WITNESS POST CEMENTED IN A DRILL HOLE
 PB0046'IN A 2 BY 3 FOOT BOULDER THAT IS 2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0583 ***********************************************************************
 QB0583  DESIGNATION -  E 422
 QB0583  PID         -  QB0583
 QB0583  STATE/COUNTY-  OR/BAKER
 QB0583  USGS QUAD   -  GLASGOW BUTTE (1988)
 QB0583
 QB0583                         *CURRENT SURVEY CONTROL
 QB0583  ___________________________________________________________________
 QB0583* NAD 83(1986)-  44 49 51.     (N)    117 27 03.     (W)     SCALED    
 QB0583* NAVD 88     -       800.094  (meters)    2624.98   (feet)  ADJUSTED  
 QB0583  ___________________________________________________________________
 QB0583  GEOID HEIGHT-         -16.62  (meters)                     GEOID03
 QB0583  DYNAMIC HT  -         799.885 (meters)    2624.29  (feet)  COMP
 QB0583  MODELED GRAV-     980,330.3   (mgal)                       NAVD 88
 QB0583
 QB0583  VERT ORDER  -  SECOND    CLASS 0
 QB0583
 QB0583.The horizontal coordinates were scaled from a topographic map and have
 QB0583.an estimated accuracy of +/- 6 seconds.
 QB0583
 QB0583.The orthometric height was determined by differential leveling
 QB0583.and adjusted in June 1991.
 QB0583
 QB0583.The geoid height was determined by GEOID03.
 QB0583
 QB0583.The dynamic height is computed by dividing the NAVD 88
 QB0583.geopotential number by the normal gravity value computed on the
 QB0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0583.degrees latitude (g = 980.6199 gals.).
 QB0583
 QB0583.The modeled gravity was interpolated from observed gravity values.
 QB0583
 QB0583;                    North         East    Units  Estimated Accuracy
 QB0583;SPC OR N     -   133,910.    2,741,050.      MT  (+/- 180 meters Scaled)
 QB0583
 QB0583                          SUPERSEDED SURVEY CONTROL
 QB0583
 QB0583  NGVD 29 (??/??/92)  799.036  (m)         2621.50   (f) ADJ UNCH    2 0
 QB0583
 QB0583.Superseded values are not recommended for survey control.
 QB0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0583.See file dsdata.txt to determine how the superseded data were derived.
 QB0583
 QB0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK643642(NAD 83)
 QB0583_MARKER: DB = BENCH MARK DISK
 QB0583_SETTING: 66 = SET IN ROCK OUTCROP
 QB0583_SP_SET: ROCK OUTCROP
 QB0583_STAMPING: E 422 1946
 QB0583_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QB0583+STABILITY: POSITION/ELEVATION WELL
 QB0583
 QB0583  HISTORY     - Date     Condition        Report By
 QB0583  HISTORY     - 1946     MONUMENTED       CGS
 QB0583  HISTORY     - 1957     GOOD             NGS
 QB0583
 QB0583                          STATION DESCRIPTION
 QB0583
 QB0583'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 QB0583'20.0 MI W FROM RICHLAND.
 QB0583'ALONG STATE HIGHWAY NO. 86, 20.0 MILES WEST OF THE POST OFFICE AT
 QB0583'RICHLAND, 0.1 MILE WEST OF COLVERTS SERVICE STATION, 19.1 FEET NORTH
 QB0583'OF CENTER OF THE HIGHWAY, 9.7 FEET SOUTH OF FENCE LINE, SET IN A ROCK
 QB0583'OUTCROP WHICH IS ON THE SOUTH SLOPE OF A KNOLL, ABOUT 6 FEET ABOVE THE
 QB0583'HIGHWAY.  NOTE-- BENCH MARK IS NOW 3.0 FEET ABOVE HIGHWAY.
 QB0583
 QB0583                          STATION RECOVERY (1957)
 QB0583
 QB0583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 QB0583'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0116 ***********************************************************************
 QD0116  DESIGNATION -  E 423
 QD0116  PID         -  QD0116
 QD0116  STATE/COUNTY-  OR/JEFFERSON
 QD0116  USGS QUAD   -  PAINTED HILLS (1968)
 QD0116
 QD0116                         *CURRENT SURVEY CONTROL
 QD0116  ___________________________________________________________________
 QD0116* NAD 83(1986)-  44 44 16.     (N)    120 21 42.     (W)     SCALED    
 QD0116* NAVD 88     -       499.382  (meters)    1638.39   (feet)  ADJUSTED  
 QD0116  ___________________________________________________________________
 QD0116  GEOID HEIGHT-         -20.47  (meters)                     GEOID03
 QD0116  DYNAMIC HT  -         499.267 (meters)    1638.01  (feet)  COMP
 QD0116  MODELED GRAV-     980,372.6   (mgal)                       NAVD 88
 QD0116
 QD0116  VERT ORDER  -  SECOND    CLASS 0
 QD0116
 QD0116.The horizontal coordinates were scaled from a topographic map and have
 QD0116.an estimated accuracy of +/- 6 seconds.
 QD0116
 QD0116.The orthometric height was determined by differential leveling
 QD0116.and adjusted in June 1991.
 QD0116
 QD0116.The geoid height was determined by GEOID03.
 QD0116
 QD0116.The dynamic height is computed by dividing the NAVD 88
 QD0116.geopotential number by the normal gravity value computed on the
 QD0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0116.degrees latitude (g = 980.6199 gals.).
 QD0116
 QD0116.The modeled gravity was interpolated from observed gravity values.
 QD0116
 QD0116;                    North         East    Units  Estimated Accuracy
 QD0116;SPC OR N     -   119,030.    2,510,960.      MT  (+/- 180 meters Scaled)
 QD0116
 QD0116                          SUPERSEDED SURVEY CONTROL
 QD0116
 QD0116  NGVD 29 (??/??/92)  498.272  (m)         1634.75   (f) ADJ UNCH    2 0
 QD0116
 QD0116.Superseded values are not recommended for survey control.
 QD0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0116.See file dsdata.txt to determine how the superseded data were derived.
 QD0116
 QD0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGQ088572(NAD 83)
 QD0116_MARKER: DB = BENCH MARK DISK
 QD0116_SETTING: 80 = SET IN A BOULDER
 QD0116_SP_SET: BOULDER
 QD0116_STAMPING: E 423 1946
 QD0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0116+STABILITY: SURFACE MOTION
 QD0116
 QD0116  HISTORY     - Date     Condition        Report By
 QD0116  HISTORY     - 1946     MONUMENTED       CGS
 QD0116  HISTORY     - 1968     MARK NOT FOUND   NGS
 QD0116
 QD0116                          STATION DESCRIPTION
 QD0116
 QD0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 QD0116'12.2 MI W FROM TWICKENHAM.
 QD0116'ABOUT 12.2 MILES WEST ALONG THE JOHN DAY RIVER FROM THE BRIDGE AT
 QD0116'TWICKENHAM, SET IN THE TOP OF A LARGE BOULDER EXTENDING 3 FEET ABOVE
 QD0116'THE IMMEDIATE GROUND LEVEL, 91 FEET NORTH OF THE CENTER LINE OF THE
 QD0116'MITCHELL-ANTELOPE ROAD, 45 FEET NORTH OF A DEEP RAVINE, 45 FEET EAST
 QD0116'OF A SHARP RIDGE RUNNING LENGTHWISE AND PARALLEL WITH THE ROAD, ABOUT
 QD0116'THE SAME ELEVATION AS THE IMMEDIATE ROAD LEVEL.
 QD0116
 QD0116                          STATION RECOVERY (1968)
 QD0116
 QD0116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 QD0116'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0378 ***********************************************************************
 RC0378  DESIGNATION -  E 424
 RC0378  PID         -  RC0378
 RC0378  STATE/COUNTY-  OR/GILLIAM
 RC0378  USGS QUAD   -  BATH CANYON (1971)
 RC0378
 RC0378                         *CURRENT SURVEY CONTROL
 RC0378  ___________________________________________________________________
 RC0378* NAD 83(1986)-  45 05 15.     (N)    120 30 19.     (W)     SCALED    
 RC0378* NAVD 88     -       351.490  (meters)    1153.18   (feet)  ADJUSTED  
 RC0378  ___________________________________________________________________
 RC0378  GEOID HEIGHT-         -20.64  (meters)                     GEOID03
 RC0378  DYNAMIC HT  -         351.412 (meters)    1152.92  (feet)  COMP
 RC0378  MODELED GRAV-     980,386.8   (mgal)                       NAVD 88
 RC0378
 RC0378  VERT ORDER  -  SECOND    CLASS 0
 RC0378
 RC0378.The horizontal coordinates were scaled from a topographic map and have
 RC0378.an estimated accuracy of +/- 6 seconds.
 RC0378
 RC0378.The orthometric height was determined by differential leveling
 RC0378.and adjusted in June 1991.
 RC0378
 RC0378.The geoid height was determined by GEOID03.
 RC0378
 RC0378.The dynamic height is computed by dividing the NAVD 88
 RC0378.geopotential number by the normal gravity value computed on the
 RC0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0378.degrees latitude (g = 980.6199 gals.).
 RC0378
 RC0378.The modeled gravity was interpolated from observed gravity values.
 RC0378
 RC0378;                    North         East    Units  Estimated Accuracy
 RC0378;SPC OR N     -   157,890.    2,499,590.      MT  (+/- 180 meters Scaled)
 RC0378
 RC0378                          SUPERSEDED SURVEY CONTROL
 RC0378
 RC0378  NGVD 29 (??/??/92)  350.400  (m)         1149.60   (f) ADJ UNCH    2 0
 RC0378
 RC0378.Superseded values are not recommended for survey control.
 RC0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0378.See file dsdata.txt to determine how the superseded data were derived.
 RC0378
 RC0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ963956(NAD 83)
 RC0378_MARKER: DB = BENCH MARK DISK
 RC0378_SETTING: 66 = SET IN ROCK OUTCROP
 RC0378_SP_SET: ROCK OUTCROP
 RC0378_STAMPING: E 424 1946
 RC0378_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RC0378+STABILITY: POSITION/ELEVATION WELL
 RC0378
 RC0378  HISTORY     - Date     Condition        Report By
 RC0378  HISTORY     - 1946     MONUMENTED       CGS
 RC0378
 RC0378                          STATION DESCRIPTION
 RC0378
 RC0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RC0378'17.4 MI N FROM CLARNO.
 RC0378'ABOUT 17.4 MILES NORTH ALONG THE JOHN DAY RIVER FROM THE POST OFFICE
 RC0378'AT CLARNO, SET IN THE TOP OF A ROCK OUT CROP SURROUNDED ON 3 SIDES BY
 RC0378'3 LARGE BOULDERS, LYING ON THE SURFACE OF THE GROUND AND EXTENDING 3
 RC0378'FEET ABOVE THE GROUND, ON TOP OF AND AT THE NORTH END OF A HIGH BAR,
 RC0378'151 FEET EAST OF THE EDGE OF THE RIVER, 85 FEET EAST OF A LARGE
 RC0378'JUNIPER TREE, ABOUT 25 FEET ABOVE THE IMMEDIATE HIGH WATER LEVEL,
 RC0378'ABOUT 0.8 FOOT ABOVE THE IMMEDIATE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0075 ***********************************************************************
 QE0075  DESIGNATION -  E 426
 QE0075  PID         -  QE0075
 QE0075  STATE/COUNTY-  OR/MARION
 QE0075  USGS QUAD   -  MOTHER LODE MOUNTAIN (1994)
 QE0075
 QE0075                         *CURRENT SURVEY CONTROL
 QE0075  ___________________________________________________________________
 QE0075* NAD 83(1986)-  44 48 34.     (N)    122 06 05.     (W)     SCALED    
 QE0075* NAVD 88     -       952.845  (meters)    3126.13   (feet)  ADJUSTED  
 QE0075  ___________________________________________________________________
 QE0075  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 QE0075  DYNAMIC HT  -         952.587 (meters)    3125.28  (feet)  COMP
 QE0075  MODELED GRAV-     980,313.9   (mgal)                       NAVD 88
 QE0075
 QE0075  VERT ORDER  -  SECOND    CLASS 0
 QE0075
 QE0075.The horizontal coordinates were scaled from a topographic map and have
 QE0075.an estimated accuracy of +/- 6 seconds.
 QE0075
 QE0075.The orthometric height was determined by differential leveling
 QE0075.and adjusted in June 1991.
 QE0075
 QE0075.The geoid height was determined by GEOID03.
 QE0075
 QE0075.The dynamic height is computed by dividing the NAVD 88
 QE0075.geopotential number by the normal gravity value computed on the
 QE0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0075.degrees latitude (g = 980.6199 gals.).
 QE0075
 QE0075.The modeled gravity was interpolated from observed gravity values.
 QE0075
 QE0075;                    North         East    Units  Estimated Accuracy
 QE0075;SPC OR N     -   128,240.    2,373,340.      MT  (+/- 180 meters Scaled)
 QE0075
 QE0075                          SUPERSEDED SURVEY CONTROL
 QE0075
 QE0075  NGVD 29 (??/??/92)  951.714  (m)         3122.41   (f) ADJ UNCH    2 0
 QE0075
 QE0075.Superseded values are not recommended for survey control.
 QE0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0075.See file dsdata.txt to determine how the superseded data were derived.
 QE0075
 QE0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ710621(NAD 83)
 QE0075_MARKER: DB = BENCH MARK DISK
 QE0075_SETTING: 66 = SET IN ROCK OUTCROP
 QE0075_SP_SET: ROCK CUT
 QE0075_STAMPING: E 426 1946
 QE0075_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QE0075+STABILITY: POSITION/ELEVATION WELL
 QE0075
 QE0075  HISTORY     - Date     Condition        Report By
 QE0075  HISTORY     - 1946     MONUMENTED       CGS
 QE0075  HISTORY     - 1955     MARK NOT FOUND   NGS
 QE0075  HISTORY     - 19950925 MARK NOT FOUND   CGS
 QE0075
 QE0075                          STATION DESCRIPTION
 QE0075
 QE0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 QE0075'10.0 MI NE FROM DETROIT.
 QE0075'ABOUT 6.0 MILES NORTHEAST ALONG THE BREITENBUSH ROAD FROM THE POST
 QE0075'OFFICE AT DETROIT, THENCE 4.0 MILES NORTH ALONG THE ELK LAKE FOREST
 QE0075'SERVICE ROAD, AT ABOUT THE CENTER OF A ROCK CUT, 10 FEET NORTHWEST OF
 QE0075'THE CENTER LINE OF THE ROAD, SET IN TOP OF A ROCK OUTCROP WHICH
 QE0075'PROJECTS ABOUT 5 FEET ABOVE THE SURFACE OF THE ROAD.  WHITE ARROWS
 QE0075'PAINTED ON SOUTHEAST FACE OF ROCK CUT.
 QE0075
 QE0075                          STATION RECOVERY (1955)
 QE0075
 QE0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 QE0075'MARK NOT FOUND.
 QE0075
 QE0075                          STATION RECOVERY (1995)
 QE0075
 QE0075'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1995
 QE0075'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1478 ***********************************************************************
 RC1478  DESIGNATION -  E 427
 RC1478  PID         -  RC1478
 RC1478  STATE/COUNTY-  OR/CLACKAMAS
 RC1478  USGS QUAD   -  TIMOTHY LAKE (1997)
 RC1478
 RC1478                         *CURRENT SURVEY CONTROL
 RC1478  ___________________________________________________________________
 RC1478* NAD 83(1986)-  45 05 17.     (N)    121 51 10.     (W)     SCALED    
 RC1478* NAVD 88     -       818.526  (meters)    2685.45   (feet)  ADJUSTED  
 RC1478  ___________________________________________________________________
 RC1478  GEOID HEIGHT-         -21.21  (meters)                     GEOID03
 RC1478  DYNAMIC HT  -         818.334 (meters)    2684.82  (feet)  COMP
 RC1478  MODELED GRAV-     980,354.3   (mgal)                       NAVD 88
 RC1478
 RC1478  VERT ORDER  -  SECOND    CLASS 0
 RC1478
 RC1478.The horizontal coordinates were scaled from a topographic map and have
 RC1478.an estimated accuracy of +/- 6 seconds.
 RC1478
 RC1478.The orthometric height was determined by differential leveling
 RC1478.and adjusted in June 1991.
 RC1478
 RC1478.The geoid height was determined by GEOID03.
 RC1478
 RC1478.The dynamic height is computed by dividing the NAVD 88
 RC1478.geopotential number by the normal gravity value computed on the
 RC1478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1478.degrees latitude (g = 980.6199 gals.).
 RC1478
 RC1478.The modeled gravity was interpolated from observed gravity values.
 RC1478
 RC1478;                    North         East    Units  Estimated Accuracy
 RC1478;SPC OR N     -   158,840.    2,393,520.      MT  (+/- 180 meters Scaled)
 RC1478
 RC1478                          SUPERSEDED SURVEY CONTROL
 RC1478
 RC1478  NGVD 29 (??/??/92)  817.420  (m)         2681.82   (f) ADJ UNCH    2 0
 RC1478
 RC1478.Superseded values are not recommended for survey control.
 RC1478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1478.See file dsdata.txt to determine how the superseded data were derived.
 RC1478
 RC1478_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ902933(NAD 83)
 RC1478_MARKER: DB = BENCH MARK DISK
 RC1478_SETTING: 66 = SET IN ROCK OUTCROP
 RC1478_SP_SET: ROCK OUTCROP
 RC1478_STAMPING: E 427 1946
 RC1478_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RC1478+STABILITY: POSITION/ELEVATION WELL
 RC1478
 RC1478  HISTORY     - Date     Condition        Report By
 RC1478  HISTORY     - 1946     MONUMENTED       CGS
 RC1478
 RC1478                          STATION DESCRIPTION
 RC1478
 RC1478'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RC1478'7.4 MI W FROM CLACKAMAS RANGER STA.
 RC1478'ABOUT 7.4 MILES WEST ALONG THE OAK GROVE FOREST SERVICE TRAIL FROM THE
 RC1478'CLACKAMAS RANGER STATION, ABOUT 62 YARDS WEST OF THE WEST END OF A
 RC1478'SMALL WOODEN FOOTBRIDGE OVER A SMALL CREEK, 4 FEET NORTH OF THE CENTER
 RC1478'LINE OF THE TRAIL, 3 FEET EAST OF A 30-INCH FIR TREE, SET IN TOP OF A
 RC1478'LARGE ROCK OUTCROP WHICH PROJECTS ABOUT 4 FEET ABOVE THE SURFACE OF
 RC1478'THE TRAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1380 ***********************************************************************
 RC1380  DESIGNATION -  E 428
 RC1380  PID         -  RC1380
 RC1380  STATE/COUNTY-  OR/CLACKAMAS
 RC1380  USGS QUAD   -  MOUNT MITCHELL (1997)
 RC1380
 RC1380                         *CURRENT SURVEY CONTROL
 RC1380  ___________________________________________________________________
 RC1380* NAD 83(1986)-  45 04 51.     (N)    121 58 45.     (W)     SCALED    
 RC1380* NAVD 88     -       612.225  (meters)    2008.61   (feet)  ADJUSTED  
 RC1380  ___________________________________________________________________
 RC1380  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 RC1380  DYNAMIC HT  -         612.074 (meters)    2008.11  (feet)  COMP
 RC1380  MODELED GRAV-     980,353.1   (mgal)                       NAVD 88
 RC1380
 RC1380  VERT ORDER  -  SECOND    CLASS 0
 RC1380
 RC1380.The horizontal coordinates were scaled from a topographic map and have
 RC1380.an estimated accuracy of +/- 6 seconds.
 RC1380
 RC1380.The orthometric height was determined by differential leveling
 RC1380.and adjusted in June 1991.
 RC1380
 RC1380.The geoid height was determined by GEOID03.
 RC1380
 RC1380.The dynamic height is computed by dividing the NAVD 88
 RC1380.geopotential number by the normal gravity value computed on the
 RC1380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1380.degrees latitude (g = 980.6199 gals.).
 RC1380
 RC1380.The modeled gravity was interpolated from observed gravity values.
 RC1380
 RC1380;                    North         East    Units  Estimated Accuracy
 RC1380;SPC OR N     -   158,210.    2,383,560.      MT  (+/- 180 meters Scaled)
 RC1380
 RC1380                          SUPERSEDED SURVEY CONTROL
 RC1380
 RC1380  NGVD 29 (??/??/92)  611.105  (m)         2004.93   (f) ADJ UNCH    2 0
 RC1380
 RC1380.Superseded values are not recommended for survey control.
 RC1380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1380.See file dsdata.txt to determine how the superseded data were derived.
 RC1380
 RC1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ803924(NAD 83)
 RC1380_MARKER: DB = BENCH MARK DISK
 RC1380_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RC1380_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RC1380_STAMPING: E 428 1946
 RC1380_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC1380
 RC1380  HISTORY     - Date     Condition        Report By
 RC1380  HISTORY     - 1946     MONUMENTED       CGS
 RC1380  HISTORY     - 1983     GOOD             USGS
 RC1380
 RC1380                          STATION DESCRIPTION
 RC1380
 RC1380'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RC1380'2.7 MI NE FROM OAK GROVE RANGER STA..
 RC1380'ABOUT 2.7 MILES NORTHEAST ALONG THE SHELLROCK ROAD FROM THE OAK GROVE
 RC1380'RANGER STATION, SET ON TOP AND AT THE SOUTHWEST CORNER OF A CONCRETE
 RC1380'REINFORCEMENT FOR A WATER PIPE, 24 FEET NORTHEAST OF FIREPLUG NO. 2,
 RC1380'22 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, ABOUT 6 FEET HIGHER
 RC1380'THAN THE SURFACE OF THE ROAD.
 RC1380
 RC1380                          STATION RECOVERY (1983)
 RC1380
 RC1380'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 RC1380'FROM RIPPLEBROOK RANGER STATION, GO NORTH ON U.S. FOREST SERVICE ROAD
 RC1380'4631 FOR 2.4 MILES TO THE JUNCTION WITH U.S. FOREST SERVICE ROAD
 RC1380'4630. FOLLOW ROAD 4630 FOR 2.0 MILES TO AN ANGLE POINT IN THE LARGE
 RC1380'WATER PIPE AT THE EDGE OF THE ROAD. BM IS SET ON TOP AND AT THE
 RC1380'SOUTHWEST CORNER OF A CONCRETEE REINFORCEMENT FOR THE PIPE, 24 FEET
 RC1380'SOUTHEAST OF FIRE PLUG 2, 22 FEET SOUTHEAST OF THE CENTER LINE OF THE
 RC1380'ROAD, ABOUT 2 FEET HIGHER THAN THE SURFACE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0200 ***********************************************************************
 RD0200  DESIGNATION -  E 429
 RD0200  PID         -  RD0200
 RD0200  STATE/COUNTY-  OR/CLACKAMAS
 RD0200  USGS QUAD   -  BEDFORD POINT (1997)
 RD0200
 RD0200                         *CURRENT SURVEY CONTROL
 RD0200  ___________________________________________________________________
 RD0200* NAD 83(1986)-  45 14 04.     (N)    122 14 24.     (W)     SCALED    
 RD0200* NAVD 88     -       443.578  (meters)    1455.31   (feet)  POSTED    
 RD0200  ___________________________________________________________________
 RD0200  GEOID HEIGHT-         -22.33  (meters)                     GEOID03
 RD0200  DYNAMIC HT  -         443.520 (meters)    1455.12  (feet)  COMP
 RD0200  MODELED GRAV-     980,469.9   (mgal)                       NAVD 88
 RD0200
 RD0200  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 RD0200
 RD0200.The horizontal coordinates were scaled from a topographic map and have
 RD0200.an estimated accuracy of +/- 6 seconds.
 RD0200
 RD0200.The orthometric height was determined by differential leveling
 RD0200.and adjusted by the  in 1992.
 RD0200.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 RD0200.rate of 0.0 thru 1.0 mm/km.
 RD0200
 RD0200.The geoid height was determined by GEOID03.
 RD0200
 RD0200.The dynamic height is computed by dividing the NAVD 88
 RD0200.geopotential number by the normal gravity value computed on the
 RD0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0200.degrees latitude (g = 980.6199 gals.).
 RD0200
 RD0200.The modeled gravity was interpolated from observed gravity values.
 RD0200
 RD0200;                    North         East    Units  Estimated Accuracy
 RD0200;SPC OR N     -   175,690.    2,363,390.      MT  (+/- 180 meters Scaled)
 RD0200
 RD0200                          SUPERSEDED SURVEY CONTROL
 RD0200
 RD0200  NGVD 29 (??/??/92)  442.526  (m)         1451.85   (f) ADJ UNCH    2 0
 RD0200
 RD0200.Superseded values are not recommended for survey control.
 RD0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0200.See file dsdata.txt to determine how the superseded data were derived.
 RD0200
 RD0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER596092(NAD 83)
 RD0200_MARKER: DB = BENCH MARK DISK
 RD0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0200_STAMPING: E 429 1946
 RD0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0200+STABILITY: SURFACE MOTION
 RD0200
 RD0200  HISTORY     - Date     Condition        Report By
 RD0200  HISTORY     - 1946     MONUMENTED       CGS
 RD0200  HISTORY     - 1970     MARK NOT FOUND   NGS
 RD0200
 RD0200                          STATION DESCRIPTION
 RD0200
 RD0200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 RD0200'10 MI SE FROM ESTACADA.
 RD0200'FROM THE HIGH SCHOOL GO 0.7 MILE SOUTH TO THE JUNCTION OF THE
 RD0200'CLACKAMAS RIVER ROAD AND HIGHWAY 211.  THENCE SOUTHEAST ALONG THE
 RD0200'CLACKAMAS RIVER ROAD 7.3 MILES TO THE NORTH FORK GUARD STATION. THENCE
 RD0200'NORTHEAST ALONG THE LA DEE ROAD 2.0 MILES.  AT THE CENTER OF AN S
 RD0200'CURVE.  29 FEET EAST OF THE CENTER OF THE ROAD.  2 FEET BELOW THE
 RD0200'LEVEL OF THE ROAD.  BETWEEN TWO EVERGREEN TREES, AND SET IN A CONCRETE
 RD0200'POST.  NOTE-- ROAD IMPROVEMENTS ARE PLANNED AT THIS MILEAGE, BUT THE
 RD0200'DESCRIBED LOCATION SHOULD NOT BE DISTURBED BY THE PLANNED ROAD
 RD0200'IMPROVEMENTS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0051 ***********************************************************************
 OA0051  DESIGNATION -  E 43
 OA0051  PID         -  OA0051
 OA0051  STATE/COUNTY-  OR/CURRY
 OA0051  USGS QUAD   -  OPHIR (1986)
 OA0051
 OA0051                         *CURRENT SURVEY CONTROL
 OA0051  ___________________________________________________________________
 OA0051* NAD 83(1986)-  42 35 52.     (N)    124 23 53.     (W)     SCALED    
 OA0051* NAVD 88     -        82.159  (meters)     269.55   (feet)  ADJUSTED  
 OA0051  ___________________________________________________________________
 OA0051  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 OA0051  DYNAMIC HT  -          82.139 (meters)     269.48  (feet)  COMP
 OA0051  MODELED GRAV-     980,376.3   (mgal)                       NAVD 88
 OA0051
 OA0051  VERT ORDER  -  FIRST     CLASS II
 OA0051
 OA0051.The horizontal coordinates were scaled from a topographic map and have
 OA0051.an estimated accuracy of +/- 6 seconds.
 OA0051
 OA0051.The orthometric height was determined by differential leveling
 OA0051.and adjusted in June 1991.
 OA0051
 OA0051.The geoid height was determined by GEOID03.
 OA0051
 OA0051.The dynamic height is computed by dividing the NAVD 88
 OA0051.geopotential number by the normal gravity value computed on the
 OA0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0051.degrees latitude (g = 980.6199 gals.).
 OA0051
 OA0051.The modeled gravity was interpolated from observed gravity values.
 OA0051
 OA0051;                    North         East    Units  Estimated Accuracy
 OA0051;SPC OR S     -   110,870.    1,180,220.      MT  (+/- 180 meters Scaled)
 OA0051
 OA0051                          SUPERSEDED SURVEY CONTROL
 OA0051
 OA0051  NGVD 29 (??/??/92)   81.070  (m)          265.98   (f) ADJ UNCH    1 2
 OA0051
 OA0051.Superseded values are not recommended for survey control.
 OA0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0051.See file dsdata.txt to determine how the superseded data were derived.
 OA0051
 OA0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN853170(NAD 83)
 OA0051_MARKER: DB = BENCH MARK DISK
 OA0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OA0051_STAMPING: E 43 1931
 OA0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0051+STABILITY: SURFACE MOTION
 OA0051
 OA0051  HISTORY     - Date     Condition        Report By
 OA0051  HISTORY     - 1931     MONUMENTED       CGS
 OA0051  HISTORY     - 1941     GOOD             NGS
 OA0051  HISTORY     - 1982     MARK NOT FOUND   USGS
 OA0051  HISTORY     - 1988     MARK NOT FOUND   NGS
 OA0051
 OA0051                          STATION DESCRIPTION
 OA0051
 OA0051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 OA0051'3.4 MI N FROM OPHIR.
 OA0051'3.4 MILES NORTH ALONG THE OREGON COAST HIGHWAY (U. S. 101) FROM THE
 OA0051'POST OFFICE AT OPHIR, CURRY COUNTY, ABOUT 200 FEET NORTH FROM A POINT
 OA0051'IN LINE WITH A 200-FOOT HIGH ROCK IN THE OCEAN, ON THE FIRST RIDGE
 OA0051'NORTH OF AN ABANDONED QUARRY EXTENDING WEST TO THE OCEAN, 5 FEET NORTH
 OA0051'OF THE TOP, 36 1/2 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND AT
 OA0051'A 4- BY 4-INCH WHITE WOODEN POST STENCILED U. S. B. M.  A STANDARD
 OA0051'DISK, STAMPED E 43 1931 AND SET IN THE TOP OF A CONCRETE POST
 OA0051'PROJECTING ABOUT 8 INCHES ABOVE GROUND.
 OA0051
 OA0051                          STATION RECOVERY (1982)
 OA0051
 OA0051'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 OA0051'MARK NOT FOUND.
 OA0051
 OA0051                          STATION RECOVERY (1988)
 OA0051
 OA0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 OA0051'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0381 ***********************************************************************
 RC0381  DESIGNATION -  E 431
 RC0381  PID         -  RC0381
 RC0381  STATE/COUNTY-  OR/GILLIAM
 RC0381  USGS QUAD   -  MC DONALD (1975)
 RC0381
 RC0381                         *CURRENT SURVEY CONTROL
 RC0381  ___________________________________________________________________
 RC0381* NAD 83(1986)-  45 32 58.     (N)    120 23 27.     (W)     SCALED    
 RC0381* NAVD 88     -       129.583  (meters)     425.14   (feet)  ADJUSTED  
 RC0381  ___________________________________________________________________
 RC0381  GEOID HEIGHT-         -21.54  (meters)                     GEOID03
 RC0381  DYNAMIC HT  -         129.570 (meters)     425.10  (feet)  COMP
 RC0381  MODELED GRAV-     980,522.5   (mgal)                       NAVD 88
 RC0381
 RC0381  VERT ORDER  -  SECOND    CLASS 0
 RC0381
 RC0381.The horizontal coordinates were scaled from a topographic map and have
 RC0381.an estimated accuracy of +/- 6 seconds.
 RC0381
 RC0381.The orthometric height was determined by differential leveling
 RC0381.and adjusted in June 1991.
 RC0381
 RC0381.The geoid height was determined by GEOID03.
 RC0381
 RC0381.The dynamic height is computed by dividing the NAVD 88
 RC0381.geopotential number by the normal gravity value computed on the
 RC0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0381.degrees latitude (g = 980.6199 gals.).
 RC0381
 RC0381.The modeled gravity was interpolated from observed gravity values.
 RC0381
 RC0381;                    North         East    Units  Estimated Accuracy
 RC0381;SPC OR N     -   209,230.    2,508,520.      MT  (+/- 180 meters Scaled)
 RC0381
 RC0381                          SUPERSEDED SURVEY CONTROL
 RC0381
 RC0381  NGVD 29 (??/??/92)  128.578  (m)          421.84   (f) ADJ UNCH    2 0
 RC0381
 RC0381.Superseded values are not recommended for survey control.
 RC0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0381.See file dsdata.txt to determine how the superseded data were derived.
 RC0381
 RC0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGR036473(NAD 83)
 RC0381_MARKER: DB = BENCH MARK DISK
 RC0381_SETTING: 80 = SET IN A BOULDER
 RC0381_SP_SET: BOULDER
 RC0381_STAMPING: E 431 1946
 RC0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0381+STABILITY: SURFACE MOTION
 RC0381
 RC0381  HISTORY     - Date     Condition        Report By
 RC0381  HISTORY     - 1946     MONUMENTED       CGS
 RC0381
 RC0381                          STATION DESCRIPTION
 RC0381
 RC0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RC0381'29.2 MI S FROM RUFUS.
 RC0381'ABOUT 5.0 MILES EAST ALONG THE COLUMBIA RIVER HIGHWAY FROM THE POST
 RC0381'OFFICE AT RUFUS THENCE 24.2 MILES SOUTH ALONG THE JOHN DAY RIVER, SET
 RC0381'IN THE TOP OF A LARGE BOULDER EXTENDING 4 FEET ABOVE THE IMMEDIATE
 RC0381'GROUND LEVEL, LYING IN THE APPROXIMATE CENTER OF A LARGE ROCKY BAR,
 RC0381'139 FEET WEST OF THE CENTERLINE OF A DIRT ROAD RUNNING PARALLEL WITH
 RC0381'THE RIVER FROM THE MOUTH OF ROCK CREEK TO 8 MILES SOUTH OF ROCK CREEK,
 RC0381'17 FEET EAST OF THE EDGE OF THE RIVER, ABOUT 1.5 FEET BELOW THE HIGH
 RC0381'WATER MARK OF THE RIVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0621 ***********************************************************************
 PB0621  DESIGNATION -  E 436
 PB0621  PID         -  PB0621
 PB0621  STATE/COUNTY-  OR/KLAMATH
 PB0621  USGS QUAD   -  MAZAMA (1967)
 PB0621
 PB0621                         *CURRENT SURVEY CONTROL
 PB0621  ___________________________________________________________________
 PB0621* NAD 83(1986)-  43 00 29.     (N)    121 49 34.     (W)     SCALED    
 PB0621* NAVD 88     -      1402.642  (meters)    4601.83   (feet)  ADJUSTED  
 PB0621  ___________________________________________________________________
 PB0621  GEOID HEIGHT-         -21.75  (meters)                     GEOID03
 PB0621  DYNAMIC HT  -        1401.863 (meters)    4599.28  (feet)  COMP
 PB0621  MODELED GRAV-     980,016.0   (mgal)                       NAVD 88
 PB0621
 PB0621  VERT ORDER  -  FIRST     CLASS II
 PB0621
 PB0621.The horizontal coordinates were scaled from a topographic map and have
 PB0621.an estimated accuracy of +/- 6 seconds.
 PB0621
 PB0621.The orthometric height was determined by differential leveling
 PB0621.and adjusted in June 1991.
 PB0621
 PB0621.The geoid height was determined by GEOID03.
 PB0621
 PB0621.The dynamic height is computed by dividing the NAVD 88
 PB0621.geopotential number by the normal gravity value computed on the
 PB0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0621.degrees latitude (g = 980.6199 gals.).
 PB0621
 PB0621.The modeled gravity was interpolated from observed gravity values.
 PB0621
 PB0621;                    North         East    Units  Estimated Accuracy
 PB0621;SPC OR S     -   149,860.    1,391,900.      MT  (+/- 180 meters Scaled)
 PB0621
 PB0621                          SUPERSEDED SURVEY CONTROL
 PB0621
 PB0621.No superseded survey control is available for this station.
 PB0621
 PB0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN956623(NAD 83)
 PB0621_MARKER: DB = BENCH MARK DISK
 PB0621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0621_SP_SET: SQUARE CONCRETE MONUMENT
 PB0621_STAMPING: E 436 1949
 PB0621_MARK LOGO: ORHD  
 PB0621_MAGNETIC: N = NO MAGNETIC MATERIAL
 PB0621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0621+STABILITY: SURFACE MOTION
 PB0621_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PB0621+SATELLITE: SATELLITE OBSERVATIONS - July 08, 1988
 PB0621
 PB0621  HISTORY     - Date     Condition        Report By
 PB0621  HISTORY     - 1949     MONUMENTED       ORHD
 PB0621  HISTORY     - 19880708 GOOD             NGS
 PB0621
 PB0621                          STATION DESCRIPTION
 PB0621
 PB0621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 PB0621'23.9 KM (14.85 MI) SOUTHERLY ALONG U.S. HIGHWAY 97 FROM THE POST
 PB0621'OFFICE IN CHEMULT, 15.3 M (50.2 FT) EAST OF THE CENTERLINE OF THE
 PB0621'HIGHWAY, 1.5 M (4.9 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.3 M
 PB0621'(1.0 FT) SOUTH OF A SIGN USBM, AND IN TOP OF A CONCRETE POST THAT
 PB0621'PROJECTS 0.17 M (0.6 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1119 ***********************************************************************
 QE1119  DESIGNATION -  E 437
 QE1119  PID         -  QE1119
 QE1119  STATE/COUNTY-  OR/LINCOLN
 QE1119  USGS QUAD   -  LINCOLN CITY (1984)
 QE1119
 QE1119                         *CURRENT SURVEY CONTROL
 QE1119  ___________________________________________________________________
 QE1119* NAD 83(1986)-  44 59 43.     (N)    124 00 20.     (W)     SCALED    
 QE1119* NAVD 88     -        32.95   (meters)     108.1    (feet)  RESET     
 QE1119  ___________________________________________________________________
 QE1119  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 QE1119  VERT ORDER  -  THIRD
 QE1119
 QE1119.The horizontal coordinates were scaled from a topographic map and have
 QE1119.an estimated accuracy of +/- 6 seconds.
 QE1119
 QE1119.The orthometric height was computed from unverified reset data.
 QE1119
 QE1119.The geoid height was determined by GEOID03.
 QE1119
 QE1119;                    North         East    Units  Estimated Accuracy
 QE1119;SPC OR N     -   153,630.    2,223,690.      MT  (+/- 180 meters Scaled)
 QE1119
 QE1119                          SUPERSEDED SURVEY CONTROL
 QE1119
 QE1119.No superseded survey control is available for this station.
 QE1119
 QE1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ207829(NAD 83)
 QE1119_MARKER: DD = SURVEY DISK
 QE1119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE1119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE1119_STAMPING: E 437 1949
 QE1119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE1119+STABILITY: SURFACE MOTION
 QE1119
 QE1119  HISTORY     - Date     Condition        Report By
 QE1119  HISTORY     - 1949     MONUMENTED       ORDT
 QE1119  HISTORY     - 1965     GOOD             NGS
 QE1119  HISTORY     - 1979     MARK NOT FOUND   USGS
 QE1119  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 QE1119
 QE1119                          STATION DESCRIPTION
 QE1119
 QE1119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 QE1119'1.0 MI SW FROM NEOTSU.
 QE1119'1.0 MILE SOUTHWEST ALONG U.S. HIGHWAY 101 FROM THE NEOTSU POST OFFICE
 QE1119'AT THE INFORMATION CENTER AND AT THE EAST EDGE OF A NEW DEVELOPMENT,
 QE1119'120 FEET WEST OF THE CENTER OF U.S. HIGHWAY 101 WHERE IT JUNCTIONS
 QE1119'WITH ROADS END, 60 FEET NORTH OF THE NORTH END OF A GATE TO THE NEW
 QE1119'DEVELOPMENT, 15 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE VISITORS
 QE1119'INFORMATION CENTER AND 9 FEET WEST OF THE RIGHT-OF-WAY FENCE SET IN A
 QE1119'CONCRETE POST THAT IS FLUSH WITH THE GROUND.  NOTE-- THIS MARK HAS
 QE1119'BEEN HIT REPEATEDLY BY HEAVY MACHINERY AND THE STAMPING IS VERY
 QE1119'DIFFICULT TO READ.
 QE1119
 QE1119                          STATION RECOVERY (1979)
 QE1119
 QE1119'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 QE1119'MARK NOT FOUND.
 QE1119
 QE1119                          STATION RECOVERY (1989)
 QE1119
 QE1119'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 QE1119'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0413 ***********************************************************************
 OA0413  DESIGNATION -  E 44
 OA0413  PID         -  OA0413
 OA0413  STATE/COUNTY-  OR/COOS
 OA0413  USGS QUAD   -  BANDON (1970)
 OA0413
 OA0413                         *CURRENT SURVEY CONTROL
 OA0413  ___________________________________________________________________
 OA0413* NAD 83(1986)-  43 05 21.     (N)    124 24 54.     (W)     SCALED    
 OA0413* NAVD 88     -        26.291  (meters)      86.26   (feet)  ADJUSTED  
 OA0413  ___________________________________________________________________
 OA0413  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 OA0413  DYNAMIC HT  -          26.286 (meters)      86.24  (feet)  COMP
 OA0413  MODELED GRAV-     980,436.2   (mgal)                       NAVD 88
 OA0413
 OA0413  VERT ORDER  -  FIRST     CLASS II
 OA0413
 OA0413.The horizontal coordinates were scaled from a topographic map and have
 OA0413.an estimated accuracy of +/- 6 seconds.
 OA0413
 OA0413.The orthometric height was determined by differential leveling
 OA0413.and adjusted in June 1991.
 OA0413.WARNING-Repeat measurements at this control monument indicate possible
 OA0413.vertical movement.
 OA0413
 OA0413.The geoid height was determined by GEOID03.
 OA0413
 OA0413.The dynamic height is computed by dividing the NAVD 88
 OA0413.geopotential number by the normal gravity value computed on the
 OA0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0413.degrees latitude (g = 980.6199 gals.).
 OA0413
 OA0413.The modeled gravity was interpolated from observed gravity values.
 OA0413
 OA0413;                    North         East    Units  Estimated Accuracy
 OA0413;SPC OR S     -   165,460.    1,181,380.      MT  (+/- 180 meters Scaled)
 OA0413
 OA0413                          SUPERSEDED SURVEY CONTROL
 OA0413
 OA0413  NGVD 29 (??/??/92)   25.109  (m)           82.38   (f) ADJ UNCH    1 2
 OA0413
 OA0413.Superseded values are not recommended for survey control.
 OA0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0413.See file dsdata.txt to determine how the superseded data were derived.
 OA0413
 OA0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN848716(NAD 83)
 OA0413_MARKER: DB = BENCH MARK DISK
 OA0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA0413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OA0413_STAMPING: E 44 1931
 OA0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0413+STABILITY: SURFACE MOTION
 OA0413
 OA0413  HISTORY     - Date     Condition        Report By
 OA0413  HISTORY     - 1931     MONUMENTED       CGS
 OA0413  HISTORY     - 1942     GOOD             NGS
 OA0413  HISTORY     - 1970     MARK NOT FOUND   NGS
 OA0413  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 OA0413  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 OA0413  HISTORY     - 1988     MARK NOT FOUND   NGS
 OA0413  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 OA0413
 OA0413                          STATION DESCRIPTION
 OA0413
 OA0413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 OA0413'2.1 MI S FROM BANDON.
 OA0413'2.1 MILES SOUTH ALONG THE OREGON COAST HIGHWAY (U.S. 101) FROM BANDON,
 OA0413'COOS COUNTY, ABOUT 500 FEET SOUTH OF A BOARD FENCE, ABOUT 100 FEET
 OA0413'SOUTH OF SURVEY STATION 80, 25 FEET WEST OF THE CENTER LINE OF THE
 OA0413'HIGHWAY, 2 FEET EAST OF ANOTHER FENCE, AND AT A 4- BY 4-INCH WHITE
 OA0413'WOODEN POST STENCILED U.S.B.M.  A STANDARD DISK, STAMPED E 44 1931 AND
 OA0413'SET IN THE TOP OF A CONCRETE POST.  NOTE-- THIS MARK IS ALSO 80 FEET
 OA0413'SOUTH OF AND ON THE OPPOSITE SIDE OF THE HIGHWAY FROM HIGHWAY SCALES.
 OA0413
 OA0413                          STATION RECOVERY (1970)
 OA0413
 OA0413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 OA0413'MARK NOT FOUND.
 OA0413
 OA0413                          STATION RECOVERY (1985)
 OA0413
 OA0413'RECOVERY NOTE BY US POWER SQUADRON 1985
 OA0413'MARK NOT FOUND.
 OA0413
 OA0413                          STATION RECOVERY (1988)
 OA0413
 OA0413'RECOVERY NOTE BY US POWER SQUADRON 1988 (COB)
 OA0413'MARK NOT FOUND.
 OA0413
 OA0413                          STATION RECOVERY (1988)
 OA0413
 OA0413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 OA0413'THERE IS A NEW PAVED DRIVEWAY AT THIS LOCATION.
 OA0413
 OA0413                          STATION RECOVERY (1990)
 OA0413
 OA0413'RECOVERY NOTE BY US POWER SQUADRON 1990 (AES)
 OA0413'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0279 ***********************************************************************
 QE0279  DESIGNATION -  E 45
 QE0279  PID         -  QE0279
 QE0279  STATE/COUNTY-  OR/LANE
 QE0279  USGS QUAD   -  WALTERVILLE (1986)
 QE0279
 QE0279                         *CURRENT SURVEY CONTROL
 QE0279  ___________________________________________________________________
 QE0279* NAD 83(1986)-  44 04 12.     (N)    122 47 56.     (W)     SCALED    
 QE0279* NAVD 88     -       185.329  (meters)     608.03   (feet)  ADJUSTED  
 QE0279  ___________________________________________________________________
 QE0279  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 QE0279  DYNAMIC HT  -         185.295 (meters)     607.92  (feet)  COMP
 QE0279  MODELED GRAV-     980,434.7   (mgal)                       NAVD 88
 QE0279
 QE0279  VERT ORDER  -  FIRST     CLASS II
 QE0279
 QE0279.The horizontal coordinates were scaled from a topographic map and have
 QE0279.an estimated accuracy of +/- 6 seconds.
 QE0279
 QE0279.The orthometric height was determined by differential leveling
 QE0279.and adjusted in June 1991.
 QE0279.WARNING-Repeat measurements at this control monument indicate possible
 QE0279.vertical movement.
 QE0279
 QE0279.The geoid height was determined by GEOID03.
 QE0279
 QE0279.The dynamic height is computed by dividing the NAVD 88
 QE0279.geopotential number by the normal gravity value computed on the
 QE0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0279.degrees latitude (g = 980.6199 gals.).
 QE0279
 QE0279.The modeled gravity was interpolated from observed gravity values.
 QE0279
 QE0279;                    North         East    Units  Estimated Accuracy
 QE0279;SPC OR S     -   269,510.    1,315,850.      MT  (+/- 180 meters Scaled)
 QE0279
 QE0279                          SUPERSEDED SURVEY CONTROL
 QE0279
 QE0279  NGVD 29 (??/??/92)  184.211  (m)          604.37   (f) ADJ UNCH    1 2
 QE0279
 QE0279.Superseded values are not recommended for survey control.
 QE0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0279.See file dsdata.txt to determine how the superseded data were derived.
 QE0279
 QE0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP161796(NAD 83)
 QE0279_MARKER: DB = BENCH MARK DISK
 QE0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0279_STAMPING: 604.159 E 45 1930
 QE0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0279+STABILITY: SURFACE MOTION
 QE0279
 QE0279  HISTORY     - Date     Condition        Report By
 QE0279  HISTORY     - 1930     MONUMENTED       CGS
 QE0279  HISTORY     - 1939     GOOD             NGS
 QE0279  HISTORY     - 1987     MARK NOT FOUND   NGS
 QE0279
 QE0279                          STATION DESCRIPTION
 QE0279
 QE0279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 QE0279'0.25 MI NE FROM WALTERVILLE.
 QE0279'ABOUT .25 MILE NORTHEAST ALONG MCKENZIE HIGHWAY FROM WALTERVILLE, 65
 QE0279'FEET SOUTHEAST OF CROSSING OF HIGHWAY AND OLD ROAD, 36 FEET SOUTH OF
 QE0279'HIGHWAY CENTER, 6 FEET NORTH OF GATEPOST.  DISK STAMPED 604.159 E 45
 QE0279'1930 IN CONCRETE POST.
 QE0279
 QE0279                          STATION RECOVERY (1987)
 QE0279
 QE0279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE0279'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC0154 ***********************************************************************
 SC0154  DESIGNATION -  E 46
 SC0154  PID         -  SC0154
 SC0154  STATE/COUNTY-  OR/COLUMBIA
 SC0154  USGS QUAD   -  RAINIER (1990)
 SC0154
 SC0154                         *CURRENT SURVEY CONTROL
 SC0154  ___________________________________________________________________
 SC0154* NAD 83(1986)-  46 05 21.     (N)    122 56 05.     (W)     SCALED    
 SC0154* NAVD 88     -         8.258  (meters)      27.09   (feet)  ADJUSTED  
 SC0154  ___________________________________________________________________
 SC0154  GEOID HEIGHT-         -21.58  (meters)                     GEOID03
 SC0154  DYNAMIC HT  -           8.259 (meters)      27.10  (feet)  COMP
 SC0154  MODELED GRAV-     980,681.1   (mgal)                       NAVD 88
 SC0154
 SC0154  VERT ORDER  -  FIRST     CLASS II
 SC0154
 SC0154.The horizontal coordinates were scaled from a topographic map and have
 SC0154.an estimated accuracy of +/- 6 seconds.
 SC0154
 SC0154.The orthometric height was determined by differential leveling
 SC0154.and adjusted in June 1991.
 SC0154
 SC0154.The geoid height was determined by GEOID03.
 SC0154
 SC0154.The dynamic height is computed by dividing the NAVD 88
 SC0154.geopotential number by the normal gravity value computed on the
 SC0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0154.degrees latitude (g = 980.6199 gals.).
 SC0154
 SC0154.The modeled gravity was interpolated from observed gravity values.
 SC0154
 SC0154;                    North         East    Units  Estimated Accuracy
 SC0154;SPC OR N     -   272,040.    2,311,730.      MT  (+/- 180 meters Scaled)
 SC0154
 SC0154                          SUPERSEDED SURVEY CONTROL
 SC0154
 SC0154  NGVD 29 (??/??/92)    7.268  (m)           23.85   (f) ADJ UNCH    1 2
 SC0154
 SC0154.Superseded values are not recommended for survey control.
 SC0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0154.See file dsdata.txt to determine how the superseded data were derived.
 SC0154
 SC0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES050039(NAD 83)
 SC0154_MARKER: DB = BENCH MARK DISK
 SC0154_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SC0154_SP_SET: SIDEWALK
 SC0154_STAMPING: E 46 1930
 SC0154_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC0154
 SC0154  HISTORY     - Date     Condition        Report By
 SC0154  HISTORY     - 1930     MONUMENTED       CGS
 SC0154  HISTORY     - 1962     GOOD             NGS
 SC0154  HISTORY     - 1987     MARK NOT FOUND   NGS
 SC0154  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 SC0154  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 SC0154  HISTORY     - 20090203 MARK NOT FOUND   USACE
 SC0154
 SC0154                          STATION DESCRIPTION
 SC0154
 SC0154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SC0154'IN RAINIER.
 SC0154'ON THE SOUTH SIDE OF A STREET EAST, BETWEEN FIRST STREET AND SECOND
 SC0154'STREET, 50-FEET SOUTH OF THE CENTER LINE OF A STREET, ABOUT 53 YARDS
 SC0154'EAST OF THE CENTER OF FIRST STREET, 33-FEET EAST OF THE CENTER LINE OF
 SC0154'A SIDE STREET, AND 0.9 FOOT NORTH OF THE SOUTH EDGE OF THE SIDEWALK
 SC0154'ALONG THE SOUTH SIDE OF A STREET EAST.
 SC0154
 SC0154                          STATION RECOVERY (1987)
 SC0154
 SC0154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SC0154'THERE IS A NEW SIDEWALK AT THIS LOCATION.
 SC0154
 SC0154                          STATION RECOVERY (1988)
 SC0154
 SC0154'RECOVERY NOTE BY US POWER SQUADRON 1988 (WC)
 SC0154'MARK NOT FOUND.
 SC0154
 SC0154                          STATION RECOVERY (1989)
 SC0154
 SC0154'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 SC0154'MARK NOT FOUND.
 SC0154
 SC0154                          STATION RECOVERY (2009)
 SC0154
 SC0154'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2009 (JAK)
 SC0154'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0484 ***********************************************************************
 PA0484  DESIGNATION -  E 461
 PA0484  PID         -  PA0484
 PA0484  STATE/COUNTY-  OR/CROOK
 PA0484  USGS QUAD   -  TWELVEMILE RESERVOIR (1981)
 PA0484
 PA0484                         *CURRENT SURVEY CONTROL
 PA0484  ___________________________________________________________________
 PA0484* NAD 83(1986)-  43 55 58.     (N)    119 52 05.     (W)     SCALED    
 PA0484* NAVD 88     -      1379.801  (meters)    4526.90   (feet)  ADJUSTED  
 PA0484  ___________________________________________________________________
 PA0484  GEOID HEIGHT-         -19.13  (meters)                     GEOID03
 PA0484  DYNAMIC HT  -        1379.151 (meters)    4524.76  (feet)  COMP
 PA0484  MODELED GRAV-     980,099.6   (mgal)                       NAVD 88
 PA0484
 PA0484  VERT ORDER  -  FIRST     CLASS II
 PA0484
 PA0484.The horizontal coordinates were scaled from a topographic map and have
 PA0484.an estimated accuracy of +/- 6 seconds.
 PA0484
 PA0484.The orthometric height was determined by differential leveling
 PA0484.and adjusted in June 1991.
 PA0484
 PA0484.The geoid height was determined by GEOID03.
 PA0484
 PA0484.The dynamic height is computed by dividing the NAVD 88
 PA0484.geopotential number by the normal gravity value computed on the
 PA0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0484.degrees latitude (g = 980.6199 gals.).
 PA0484
 PA0484.The modeled gravity was interpolated from observed gravity values.
 PA0484
 PA0484;                    North         East    Units  Estimated Accuracy
 PA0484;SPC OR S     -   251,930.    1,550,740.      MT  (+/- 180 meters Scaled)
 PA0484
 PA0484                          SUPERSEDED SURVEY CONTROL
 PA0484
 PA0484  NGVD 29 (??/??/92) 1378.573  (m)         4522.87   (f) ADJ UNCH    1 2
 PA0484
 PA0484.Superseded values are not recommended for survey control.
 PA0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0484.See file dsdata.txt to determine how the superseded data were derived.
 PA0484
 PA0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKJ697684(NAD 83)
 PA0484_MARKER: DB = BENCH MARK DISK
 PA0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PA0484_STAMPING: E 461 1936
 PA0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0484+STABILITY: SURFACE MOTION
 PA0484
 PA0484  HISTORY     - Date     Condition        Report By
 PA0484  HISTORY     - 1936     MONUMENTED       CGS
 PA0484  HISTORY     - 1977     POOR             USGS
 PA0484
 PA0484                          STATION DESCRIPTION
 PA0484
 PA0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 PA0484'10.8 MI S FROM PAULINA.
 PA0484'10.8 MILES S OF ANGELL RANCH FROM PAULINA TO SUNTEX AT HARDIN CORRALS.
 PA0484'52 FEET E OF THE CENTER OF THE ROAD.  DIRECTLY E OF THE CORRALS. 2
 PA0484'FEET ABOVE THE SURFACE OF THE ROAD.  IN A CLEARING.
 PA0484
 PA0484                          STATION RECOVERY (1977)
 PA0484
 PA0484'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 PA0484'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0403 ***********************************************************************
 NY0403  DESIGNATION -  E 464
 NY0403  PID         -  NY0403
 NY0403  STATE/COUNTY-  OR/KLAMATH
 NY0403  USGS QUAD   -  LOST RIVER (1986)
 NY0403
 NY0403                         *CURRENT SURVEY CONTROL
 NY0403  ___________________________________________________________________
 NY0403* NAD 83(1986)-  42 04 14.     (N)    121 39 54.     (W)     SCALED    
 NY0403* NAVD 88     -      1243.999  (meters)    4081.35   (feet)  ADJUSTED  
 NY0403  ___________________________________________________________________
 NY0403  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 NY0403  DYNAMIC HT  -        1243.240 (meters)    4078.86  (feet)  COMP
 NY0403  MODELED GRAV-     979,968.2   (mgal)                       NAVD 88
 NY0403
 NY0403  VERT ORDER  -  SECOND    CLASS 0
 NY0403
 NY0403.The horizontal coordinates were scaled from a topographic map and have
 NY0403.an estimated accuracy of +/- 6 seconds.
 NY0403
 NY0403.The orthometric height was determined by differential leveling
 NY0403.and adjusted in June 1991.
 NY0403
 NY0403.The geoid height was determined by GEOID03.
 NY0403
 NY0403.The dynamic height is computed by dividing the NAVD 88
 NY0403.geopotential number by the normal gravity value computed on the
 NY0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0403.degrees latitude (g = 980.6199 gals.).
 NY0403
 NY0403.The modeled gravity was interpolated from observed gravity values.
 NY0403
 NY0403;                    North         East    Units  Estimated Accuracy
 NY0403;SPC OR S     -    45,540.    1,403,580.      MT  (+/- 180 meters Scaled)
 NY0403
 NY0403                          SUPERSEDED SURVEY CONTROL
 NY0403
 NY0403  NGVD 29 (??/??/92) 1242.921  (m)         4077.82   (f) ADJ UNCH    2 0
 NY0403
 NY0403.Superseded values are not recommended for survey control.
 NY0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0403.See file dsdata.txt to determine how the superseded data were derived.
 NY0403
 NY0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM104584(NAD 83)
 NY0403_MARKER: DB = BENCH MARK DISK
 NY0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NY0403_STAMPING: E-464 1940
 NY0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0403+STABILITY: SURFACE MOTION
 NY0403
 NY0403  HISTORY     - Date     Condition        Report By
 NY0403  HISTORY     - 1940     MONUMENTED       CGS
 NY0403  HISTORY     - 1982     MARK NOT FOUND   USGS
 NY0403
 NY0403                          STATION DESCRIPTION
 NY0403
 NY0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NY0403'14.7 MI SE FROM KLAMATH FALLS.
 NY0403'LOCATED 14.7 MILES SOUTH-EAST OF THE CITY HALL IN KLAMATH FALLS,
 NY0403'KLAMATH CO. OREGON ALONG THE KLAMATH FALLS-CANBY CALIF. HWY.  AT A T
 NY0403'ROAD INTERSECTION TO THE NORTHEAST LEADING TO (STUKEL MT.) 36 FEET
 NY0403'NORTH-EAST OF THE CENTERLINE OF MAIN HWY. AND 40 FEET NORTH-WEST OF
 NY0403'THE CENTERLINE OF STUKEL ROAD.  ABOUT 10 FEET IN-SIDE A TRIANGULAR
 NY0403'FENCE CORNER.  WITNESS POST IS SET BY BENCH MARK.
 NY0403
 NY0403                          STATION RECOVERY (1982)
 NY0403
 NY0403'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 NY0403'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0223 ***********************************************************************
 OA0223  DESIGNATION -  E 466
 OA0223  PID         -  OA0223
 OA0223  STATE/COUNTY-  OR/CURRY
 OA0223  USGS QUAD   -  CARPENTERVILLE (1986)
 OA0223
 OA0223                         *CURRENT SURVEY CONTROL
 OA0223  ___________________________________________________________________
 OA0223* NAD 83(1986)-  42 12 22.     (N)    124 19 44.     (W)     SCALED    
 OA0223* NAVD 88     -       510.317  (meters)    1674.27   (feet)  ADJUSTED  
 OA0223  ___________________________________________________________________
 OA0223  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 OA0223  DYNAMIC HT  -         510.142 (meters)    1673.69  (feet)  COMP
 OA0223  MODELED GRAV-     980,261.3   (mgal)                       NAVD 88
 OA0223
 OA0223  VERT ORDER  -  FIRST     CLASS II
 OA0223
 OA0223.The horizontal coordinates were scaled from a topographic map and have
 OA0223.an estimated accuracy of +/- 6 seconds.
 OA0223
 OA0223.The orthometric height was determined by differential leveling
 OA0223.and adjusted in June 1991.
 OA0223
 OA0223.The geoid height was determined by GEOID03.
 OA0223
 OA0223.The dynamic height is computed by dividing the NAVD 88
 OA0223.geopotential number by the normal gravity value computed on the
 OA0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0223.degrees latitude (g = 980.6199 gals.).
 OA0223
 OA0223.The modeled gravity was interpolated from observed gravity values.
 OA0223
 OA0223;                    North         East    Units  Estimated Accuracy
 OA0223;SPC OR S     -    67,150.    1,183,900.      MT  (+/- 180 meters Scaled)
 OA0223
 OA0223                          SUPERSEDED SURVEY CONTROL
 OA0223
 OA0223  NGVD 29 (??/??/92)  509.186  (m)         1670.55   (f) ADJ UNCH    1 2
 OA0223
 OA0223.Superseded values are not recommended for survey control.
 OA0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0223.See file dsdata.txt to determine how the superseded data were derived.
 OA0223
 OA0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCM902735(NAD 83)
 OA0223_MARKER: DB = BENCH MARK DISK
 OA0223_SETTING: 80 = SET IN A BOULDER
 OA0223_SP_SET: BOULDER
 OA0223_STAMPING: E 466 1941
 OA0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0223+STABILITY: SURFACE MOTION
 OA0223
 OA0223  HISTORY     - Date     Condition        Report By
 OA0223  HISTORY     - 1941     MONUMENTED       CGS
 OA0223  HISTORY     - 1953     POOR             USGS
 OA0223  HISTORY     - 1982     MARK NOT FOUND   USGS
 OA0223  HISTORY     - 1988     MARK NOT FOUND   NGS
 OA0223
 OA0223                          STATION DESCRIPTION
 OA0223
 OA0223'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 OA0223'14.7 MI N FROM BROOKINGS.
 OA0223'14.7 MILES NORTH ALONG THE OREGON COAST HIGHWAY (U.S. 101) FROM THE
 OA0223'POST OFFICE AT BROOKINGS, CURRY COUNTY, ON THE OUTSIDE OF A CURVE, 18
 OA0223'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF A BOULDER,
 OA0223'AND ABOUT 4 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED E
 OA0223'466 1941.  NOTE-- USE WITH CAUTION.  THE BOULDER DESCRIBED HAS BEEN
 OA0223'PUSHED TO ONE SIDE BY A BULLDOZER.
 OA0223
 OA0223                          STATION RECOVERY (1982)
 OA0223
 OA0223'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 OA0223'MARK NOT FOUND.
 OA0223
 OA0223                          STATION RECOVERY (1988)
 OA0223
 OA0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 OA0223'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0434 ***********************************************************************
 OA0434  DESIGNATION -  E 467
 OA0434  PID         -  OA0434
 OA0434  STATE/COUNTY-  OR/COOS
 OA0434  USGS QUAD   -  BILL PEAK (1971)
 OA0434
 OA0434                         *CURRENT SURVEY CONTROL
 OA0434  ___________________________________________________________________
 OA0434* NAD 83(1986)-  43 07 28.     (N)    124 19 27.     (W)     SCALED    
 OA0434* NAVD 88     -         5.673  (meters)      18.61   (feet)  POSTED    
 OA0434  ___________________________________________________________________
 OA0434  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 OA0434  DYNAMIC HT  -           5.670 (meters)      18.60  (feet)  COMP
 OA0434  MODELED GRAV-     980,441.7   (mgal)                       NAVD 88
 OA0434
 OA0434  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 OA0434
 OA0434.The horizontal coordinates were scaled from a topographic map and have
 OA0434.an estimated accuracy of +/- 6 seconds.
 OA0434
 OA0434.The orthometric height was determined by differential leveling
 OA0434.and adjusted by the  in 1992.
 OA0434.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 OA0434.rate of 4.1 thru 8.0 mm/km.
 OA0434
 OA0434.The geoid height was determined by GEOID03.
 OA0434
 OA0434.The dynamic height is computed by dividing the NAVD 88
 OA0434.geopotential number by the normal gravity value computed on the
 OA0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0434.degrees latitude (g = 980.6199 gals.).
 OA0434
 OA0434.The modeled gravity was interpolated from observed gravity values.
 OA0434
 OA0434;                    North         East    Units  Estimated Accuracy
 OA0434;SPC OR S     -   169,040.    1,188,950.      MT  (+/- 180 meters Scaled)
 OA0434
 OA0434                          SUPERSEDED SURVEY CONTROL
 OA0434
 OA0434  NGVD 29 (??/??/92)    4.534  (m)           14.88   (f) ADJ UNCH    1 2
 OA0434
 OA0434.Superseded values are not recommended for survey control.
 OA0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0434.See file dsdata.txt to determine how the superseded data were derived.
 OA0434
 OA0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN922754(NAD 83)
 OA0434_MARKER: DB = BENCH MARK DISK
 OA0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA0434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OA0434_STAMPING: E 467 1941
 OA0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0434+STABILITY: SURFACE MOTION
 OA0434
 OA0434  HISTORY     - Date     Condition        Report By
 OA0434  HISTORY     - 1941     MONUMENTED       CGS
 OA0434  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 OA0434  HISTORY     - 1988     MARK NOT FOUND   NGS
 OA0434  HISTORY     - 19950520 MARK NOT FOUND   USPSQD
 OA0434  HISTORY     - 20020217 MARK NOT FOUND   USPSQD
 OA0434
 OA0434                          STATION DESCRIPTION
 OA0434
 OA0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 OA0434'5.3 MI NE FROM BANDON.
 OA0434'5.3 MILES NORTHEAST ALONG THE OREGON COAST HIGHWAY (U.S. 101) FROM
 OA0434'BANDON, COOS COUNTY, ABOUT 0.1 MILE WEST OF THE L. EVANS MAIL BOX,
 OA0434'ABOUT 150 FEET WEST OF A WOODEN SHED, 30 FEET EAST OF THE CENTER LINE
 OA0434'OF THE HIGHWAY, 18 FEET SOUTH OF A POLE, 1 FOOT WEST OF A FENCE, AND
 OA0434'AT A WHITE WOODEN POST STENCILED U.S.B.M.  A STANDARD DISK, STAMPED E
 OA0434'467 1941 AND SET IN THE TOP OF A CONCRETE POST.
 OA0434
 OA0434                          STATION RECOVERY (1985)
 OA0434
 OA0434'RECOVERY NOTE BY US POWER SQUADRON 1985
 OA0434'MARK NOT FOUND.
 OA0434
 OA0434                          STATION RECOVERY (1988)
 OA0434
 OA0434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 OA0434'MARK NOT FOUND.
 OA0434
 OA0434                          STATION RECOVERY (1995)
 OA0434
 OA0434'RECOVERY NOTE BY US POWER SQUADRON 1995
 OA0434'MARK NOT FOUND.
 OA0434
 OA0434                          STATION RECOVERY (2002)
 OA0434
 OA0434'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 OA0434'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0488 ***********************************************************************
 OA0488  DESIGNATION -  E 468
 OA0488  PID         -  OA0488
 OA0488  STATE/COUNTY-  OR/COOS
 OA0488  USGS QUAD   -  COOS BAY (1975)
 OA0488
 OA0488                         *CURRENT SURVEY CONTROL
 OA0488  ___________________________________________________________________
 OA0488* NAD 83(1986)-  43 22 00.     (N)    124 12 53.     (W)     SCALED    
 OA0488* NAVD 88     -         4.173  (meters)      13.69   (feet)  ADJUSTED  
 OA0488  ___________________________________________________________________
 OA0488  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 OA0488  DYNAMIC HT  -           4.172 (meters)      13.69  (feet)  COMP
 OA0488  MODELED GRAV-     980,481.6   (mgal)                       NAVD 88
 OA0488
 OA0488  VERT ORDER  -  FIRST     CLASS II
 OA0488
 OA0488.The horizontal coordinates were scaled from a topographic map and have
 OA0488.an estimated accuracy of +/- 6 seconds.
 OA0488
 OA0488.The orthometric height was determined by differential leveling
 OA0488.and adjusted in June 1991.
 OA0488.WARNING-Repeat measurements at this control monument indicate possible
 OA0488.vertical movement.
 OA0488
 OA0488.The geoid height was determined by GEOID03.
 OA0488
 OA0488.The dynamic height is computed by dividing the NAVD 88
 OA0488.geopotential number by the normal gravity value computed on the
 OA0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0488.degrees latitude (g = 980.6199 gals.).
 OA0488
 OA0488.The modeled gravity was interpolated from observed gravity values.
 OA0488
 OA0488;                    North         East    Units  Estimated Accuracy
 OA0488;SPC OR S     -   195,520.    1,199,030.      MT  (+/- 180 meters Scaled)
 OA0488
 OA0488                          SUPERSEDED SURVEY CONTROL
 OA0488
 OA0488  NGVD 29 (??/??/92)    3.240  (m)           10.63   (f) ADJ UNCH    1 2
 OA0488
 OA0488.Superseded values are not recommended for survey control.
 OA0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0488.See file dsdata.txt to determine how the superseded data were derived.
 OA0488
 OA0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP015022(NAD 83)
 OA0488_MARKER: DB = BENCH MARK DISK
 OA0488_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 OA0488_SP_SET: BANISTER
 OA0488_STAMPING: E 468 1941
 OA0488_MARK LOGO: CGS   
 OA0488_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OA0488_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OA0488+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2002
 OA0488
 OA0488  HISTORY     - Date     Condition        Report By
 OA0488  HISTORY     - 1941     MONUMENTED       CGS
 OA0488  HISTORY     - 1952     GOOD             NGS
 OA0488  HISTORY     - 1984     GOOD             USPSQD
 OA0488  HISTORY     - 1987     GOOD             NGS
 OA0488  HISTORY     - 1988     GOOD             USPSQD
 OA0488  HISTORY     - 1989     GOOD             USPSQD
 OA0488  HISTORY     - 19940624 GOOD             USPSQD
 OA0488  HISTORY     - 20020817 GOOD             USPSQD
 OA0488
 OA0488                          STATION DESCRIPTION
 OA0488
 OA0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 OA0488'IN COOS BAY.
 OA0488'AT COOS BAY, COOS COUNTY, AT THE ENTRANCE TO THE POST OFFICE BUILDING,
 OA0488'IN THE TOP OF THE WEST CONCRETE BALUSTRADE, AND ABOUT 3 FEET ABOVE THE
 OA0488'SIDEWALK.  A STANDARD DISK, STAMPED E 468 1941.
 OA0488
 OA0488                          STATION RECOVERY (1952)
 OA0488
 OA0488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 OA0488'RECOVERED IN GOOD CONDITION.
 OA0488
 OA0488                          STATION RECOVERY (1984)
 OA0488
 OA0488'RECOVERY NOTE BY US POWER SQUADRON 1984
 OA0488'RECOVERED IN GOOD CONDITION.
 OA0488
 OA0488                          STATION RECOVERY (1987)
 OA0488
 OA0488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 OA0488'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN COOS BAY,
 OA0488'AT 235 ANDERSON AVENUE, IN TOP OF THE WEST CONCRETE BANISTER OF THE
 OA0488'ENTRANCE TO THE COOS ART MUSEUM AT 235 ANDERSON AVENUE, 6.0 M
 OA0488'(19.7 FT) WEST OF THE CENTER OF THE ENTRANCE, 2.7 M (8.9 FT) NORTH OF
 OA0488'THE NORTH FACE OF THE BUILDING, 1.0 M (3.3 FT) EAST OF THE WEST EDGE
 OA0488'OF THE BANISTER, AND 0.2 M (0.7 FT) SOUTH OF THE NORTH EDGE OF THE
 OA0488'BANISTER.
 OA0488'THE MARK IS 1.1 M ABOVE THE SIDEWALK.
 OA0488
 OA0488                          STATION RECOVERY (1988)
 OA0488
 OA0488'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 OA0488'RECOVERED IN GOOD CONDITION.
 OA0488
 OA0488                          STATION RECOVERY (1989)
 OA0488
 OA0488'RECOVERY NOTE BY US POWER SQUADRON 1989 (RGH)
 OA0488'RECOVERED IN GOOD CONDITION.
 OA0488
 OA0488                          STATION RECOVERY (1994)
 OA0488
 OA0488'RECOVERY NOTE BY US POWER SQUADRON 1994
 OA0488'RECOVERED IN GOOD CONDITION.
 OA0488
 OA0488                          STATION RECOVERY (2002)
 OA0488
 OA0488'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 OA0488'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1260 ***********************************************************************
 QE1260  DESIGNATION -  E 469
 QE1260  PID         -  QE1260
 QE1260  STATE/COUNTY-  OR/LANE
 QE1260  USGS QUAD   -  HECETA HEAD (1984)
 QE1260
 QE1260                         *CURRENT SURVEY CONTROL
 QE1260  ___________________________________________________________________
 QE1260* NAD 83(1986)-  44 13 51.     (N)    124 06 35.     (W)     SCALED    
 QE1260* NAVD 88     -        13.246  (meters)      43.46   (feet)  ADJUSTED  
 QE1260  ___________________________________________________________________
 QE1260  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 QE1260  DYNAMIC HT  -          13.246 (meters)      43.46  (feet)  COMP
 QE1260  MODELED GRAV-     980,594.6   (mgal)                       NAVD 88
 QE1260
 QE1260  VERT ORDER  -  FIRST     CLASS II
 QE1260
 QE1260.The horizontal coordinates were scaled from a topographic map and have
 QE1260.an estimated accuracy of +/- 6 seconds.
 QE1260
 QE1260.The orthometric height was determined by differential leveling
 QE1260.and adjusted in June 1991.
 QE1260
 QE1260.The geoid height was determined by GEOID03.
 QE1260
 QE1260.The dynamic height is computed by dividing the NAVD 88
 QE1260.geopotential number by the normal gravity value computed on the
 QE1260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1260.degrees latitude (g = 980.6199 gals.).
 QE1260
 QE1260.The modeled gravity was interpolated from observed gravity values.
 QE1260
 QE1260;                    North         East    Units  Estimated Accuracy
 QE1260;SPC OR S     -   291,070.    1,211,670.      MT  (+/- 180 meters Scaled)
 QE1260
 QE1260                          SUPERSEDED SURVEY CONTROL
 QE1260
 QE1260  NGVD 29 (??/??/92)   12.213  (m)           40.07   (f) ADJ UNCH    1 2
 QE1260
 QE1260.Superseded values are not recommended for survey control.
 QE1260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1260.See file dsdata.txt to determine how the superseded data were derived.
 QE1260
 QE1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP113981(NAD 83)
 QE1260_MARKER: DB = BENCH MARK DISK
 QE1260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE1260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE1260_STAMPING: E-469 1941
 QE1260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE1260+STABILITY: SURFACE MOTION
 QE1260
 QE1260  HISTORY     - Date     Condition        Report By
 QE1260  HISTORY     - 1941     MONUMENTED       CGS
 QE1260  HISTORY     - 1988     MARK NOT FOUND   NGS
 QE1260
 QE1260                          STATION DESCRIPTION
 QE1260
 QE1260'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 QE1260'6.4 MI S FROM YACHATS.
 QE1260'ALONG U.S. HIGHWAY 101, 6.4 MILES SOUTH OF YACHATS, 0.4 MILE NORTH OF
 QE1260'BATHURST HOTEL, 38 FEET EAST OF THE CENTER OF THE ROAD, 2.0 FEET WEST
 QE1260'OF A FENCE, IN LINE WITH THE TELEPHONE POLES, SET HORIZONTAL IN
 QE1260'CONCRETE POST.
 QE1260
 QE1260                          STATION RECOVERY (1988)
 QE1260
 QE1260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QE1260'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1575 ***********************************************************************
 RC1575  DESIGNATION -  E 470
 RC1575  PID         -  RC1575
 RC1575  STATE/COUNTY-  OR/HOOD RIVER
 RC1575  USGS QUAD   -  HOOD RIVER (1994)
 RC1575
 RC1575                         *CURRENT SURVEY CONTROL
 RC1575  ___________________________________________________________________
 RC1575* NAD 83(1986)-  45 42 17.     (N)    121 36 29.     (W)     SCALED    
 RC1575* NAVD 88     -        32.171  (meters)     105.55   (feet)  ADJUSTED  
 RC1575  ___________________________________________________________________
 RC1575  GEOID HEIGHT-         -21.51  (meters)                     GEOID03
 RC1575  DYNAMIC HT  -          32.170 (meters)     105.54  (feet)  COMP
 RC1575  MODELED GRAV-     980,593.1   (mgal)                       NAVD 88
 RC1575
 RC1575  VERT ORDER  -  FIRST     CLASS II
 RC1575
 RC1575.The horizontal coordinates were scaled from a topographic map and have
 RC1575.an estimated accuracy of +/- 6 seconds.
 RC1575
 RC1575.The orthometric height was determined by differential leveling
 RC1575.and adjusted in June 1991.
 RC1575
 RC1575.The geoid height was determined by GEOID03.
 RC1575
 RC1575.The dynamic height is computed by dividing the NAVD 88
 RC1575.geopotential number by the normal gravity value computed on the
 RC1575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1575.degrees latitude (g = 980.6199 gals.).
 RC1575
 RC1575.The modeled gravity was interpolated from observed gravity values.
 RC1575
 RC1575;                    North         East    Units  Estimated Accuracy
 RC1575;SPC OR N     -   227,070.    2,413,720.      MT  (+/- 180 meters Scaled)
 RC1575
 RC1575                          SUPERSEDED SURVEY CONTROL
 RC1575
 RC1575  NGVD 29 (??/??/92)   31.149  (m)          102.19   (f) ADJ UNCH    1 2
 RC1575
 RC1575.Superseded values are not recommended for survey control.
 RC1575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1575.See file dsdata.txt to determine how the superseded data were derived.
 RC1575
 RC1575_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR083621(NAD 83)
 RC1575_MARKER: DB = BENCH MARK DISK
 RC1575_SETTING: 66 = SET IN ROCK OUTCROP
 RC1575_SP_SET: ROCK LEDGE
 RC1575_STAMPING: E 470 1941
 RC1575_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RC1575+STABILITY: POSITION/ELEVATION WELL
 RC1575
 RC1575  HISTORY     - Date     Condition        Report By
 RC1575  HISTORY     - 1941     MONUMENTED       CGS
 RC1575  HISTORY     - 19560607 MARK NOT FOUND   USPSQD
 RC1575
 RC1575                          STATION DESCRIPTION
 RC1575
 RC1575'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 RC1575'5.02 MI W FROM HOOD RIVER.
 RC1575'ABOUT 5.02 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM HOOD
 RC1575'RIVER, AT RAILROAD MILAGE ABOUT 58.18.  ABOUT 237 FEET EAST OF
 RC1575'RAILROAD CULVERT 5814 AND ABOUT 351 FEET WEST OF RAILROAD SEMAPHORES
 RC1575'582 AND 583.  ABOUT 21 FEET NORTH OF THE CENTER OF THE TRACK AND ABOUT
 RC1575'3 FEET SOUTH OF A FENCE.  IN THE TOP OF A ROCK LEDGE WHICH IS THE ONLY
 RC1575'PART OF A ROCK KNOLL EXTENDING SOUTH OF THE FENCE.  NEAR GROUND LEVEL.
 RC1575
 RC1575                          STATION RECOVERY (1956)
 RC1575
 RC1575'RECOVERY NOTE BY US POWER SQUADRON 1956 (WWP)
 RC1575'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1054 ***********************************************************************
 RD1054  DESIGNATION -  E 471
 RD1054  PID         -  RD1054
 RD1054  STATE/COUNTY-  OR/TILLAMOOK
 RD1054  USGS QUAD   -  HEBO (1985)
 RD1054
 RD1054                         *CURRENT SURVEY CONTROL
 RD1054  ___________________________________________________________________
 RD1054* NAD 83(1986)-  45 13 05.     (N)    123 52 30.     (W)     SCALED    
 RD1054* NAVD 88     -        15.834  (meters)      51.95   (feet)  ADJUSTED  
 RD1054  ___________________________________________________________________
 RD1054  GEOID HEIGHT-         -22.33  (meters)                     GEOID03
 RD1054  DYNAMIC HT  -          15.834 (meters)      51.95  (feet)  COMP
 RD1054  MODELED GRAV-     980,671.7   (mgal)                       NAVD 88
 RD1054
 RD1054  VERT ORDER  -  FIRST     CLASS II
 RD1054
 RD1054.The horizontal coordinates were scaled from a topographic map and have
 RD1054.an estimated accuracy of +/- 6 seconds.
 RD1054
 RD1054.The orthometric height was determined by differential leveling
 RD1054.and adjusted in June 1991.
 RD1054
 RD1054.The geoid height was determined by GEOID03.
 RD1054
 RD1054.The dynamic height is computed by dividing the NAVD 88
 RD1054.geopotential number by the normal gravity value computed on the
 RD1054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1054.degrees latitude (g = 980.6199 gals.).
 RD1054
 RD1054.The modeled gravity was interpolated from observed gravity values.
 RD1054
 RD1054;                    North         East    Units  Estimated Accuracy
 RD1054;SPC OR N     -   177,930.    2,235,010.      MT  (+/- 180 meters Scaled)
 RD1054
 RD1054                          SUPERSEDED SURVEY CONTROL
 RD1054
 RD1054  NGVD 29 (??/??/92)   14.790  (m)           48.52   (f) ADJ UNCH    1 2
 RD1054
 RD1054.Superseded values are not recommended for survey control.
 RD1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1054.See file dsdata.txt to determine how the superseded data were derived.
 RD1054
 RD1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR312075(NAD 83)
 RD1054_MARKER: DB = BENCH MARK DISK
 RD1054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD1054_SP_SET: CONCRETE POST
 RD1054_STAMPING: E 471 1941
 RD1054_MARK LOGO: CGS   
 RD1054_PROJECTION: FLUSH
 RD1054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD1054+STABILITY: SURFACE MOTION
 RD1054
 RD1054  HISTORY     - Date     Condition        Report By
 RD1054  HISTORY     - 1941     MONUMENTED       CGS
 RD1054  HISTORY     - 1965     GOOD             NGS
 RD1054  HISTORY     - 1982     GOOD             USGS
 RD1054  HISTORY     - 1987     GOOD             NGS
 RD1054  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 RD1054
 RD1054                          STATION DESCRIPTION
 RD1054
 RD1054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 RD1054'1.3 MI S FROM HEBO.
 RD1054'1.3 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE HEBO POST OFFICE, 130
 RD1054'FEET SOUTHEAST AND ACROSS THE HIGHWAY FROM A RANCH HOUSE, 75 FEET
 RD1054'NORTHWEST OF THE NORTHWEST CORNER OF A RANCH HOUSE, 62 FEET NORTHEAST
 RD1054'AND ACROSS THE HIGHWAY FROM JESS ILERS MAIL BOX, 16 FEET NORTHWEST OF
 RD1054'THE NORTHWEST CORNER OF A YARD FENCE, 9 FEET NORTHWEST OF THE CENTER
 RD1054'OF A FIELD DRIVEWAY, 3 FEET WEST OF THE NORTHWEST END OF A WIRE GATE
 RD1054'AND 0.5 FOOT SOUTH OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 2
 RD1054'INCHES.
 RD1054
 RD1054                          STATION RECOVERY (1982)
 RD1054
 RD1054'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 RD1054'HEBO, 1.3 MI. SW OF ALONG U.S. HWY. 101, 1.2 MI. NE OF CLOVERDALE, AT
 RD1054'THE NORTH END OF A CURVE GOING SW, 42 FT. E OF CENTERLINE OF HWY. 7
 RD1054'FT. N OF CENTERLINE OF DRIVEWAY. A STANDARD TABLET STAMPED 'E 471
 RD1054'1941' AND SET IN THE TOP OF A CONCRETE POST WITH A METAL USBM SIGN AT
 RD1054'NORTH EDGE.
 RD1054
 RD1054                          STATION RECOVERY (1987)
 RD1054
 RD1054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD1054'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  33.5 M
 RD1054'(109.9 FT) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM ITS JUNCTION WITH
 RD1054'STATE HIGHWAY 6 IN TILLAMOOK, 13.3 M (43.6 FT) EAST OF THE CENTERLINE
 RD1054'OF THE HIGHWAY, 8.0 M (26.2 FT) NORTHEAST OF THE CENTER OF A GRAVELED
 RD1054'ROAD LEADING SOUTHEAST, AND 2.2 M (7.2 FT) NORTH OF THE CENTER OF A
 RD1054'DRIVEWAY LEADING EAST.
 RD1054'THE MARK IS 0.4 METERS  S FROM  A WITNESS POST
 RD1054'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 RD1054
 RD1054                          STATION RECOVERY (1990)
 RD1054
 RD1054'RECOVERY NOTE BY US POWER SQUADRON 1990 (KRN)
 RD1054'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC0489 ***********************************************************************
 SC0489  DESIGNATION -  E 472
 SC0489  PID         -  SC0489
 SC0489  STATE/COUNTY-  OR/CLATSOP
 SC0489  USGS QUAD   -  ASTORIA (1984)
 SC0489
 SC0489                         *CURRENT SURVEY CONTROL
 SC0489  ___________________________________________________________________
 SC0489* NAD 83(1986)-  46 11 22.     (N)    123 49 13.     (W)     SCALED    
 SC0489* NAVD 88     -         6.752  (meters)      22.15   (feet)  ADJUSTED  
 SC0489  ___________________________________________________________________
 SC0489  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 SC0489  DYNAMIC HT  -           6.753 (meters)      22.16  (feet)  COMP
 SC0489  MODELED GRAV-     980,717.7   (mgal)                       NAVD 88
 SC0489
 SC0489  VERT ORDER  -  FIRST     CLASS II
 SC0489
 SC0489.The horizontal coordinates were scaled from a topographic map and have
 SC0489.an estimated accuracy of +/- 6 seconds.
 SC0489
 SC0489.The orthometric height was determined by differential leveling
 SC0489.and adjusted in June 1991.
 SC0489.WARNING-Repeat measurements at this control monument indicate possible
 SC0489.vertical movement.
 SC0489
 SC0489.The geoid height was determined by GEOID03.
 SC0489
 SC0489.The dynamic height is computed by dividing the NAVD 88
 SC0489.geopotential number by the normal gravity value computed on the
 SC0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0489.degrees latitude (g = 980.6199 gals.).
 SC0489
 SC0489.The modeled gravity was interpolated from observed gravity values.
 SC0489
 SC0489;                    North         East    Units  Estimated Accuracy
 SC0489;SPC OR N     -   285,620.    2,243,740.      MT  (+/- 180 meters Scaled)
 SC0489
 SC0489                          SUPERSEDED SURVEY CONTROL
 SC0489
 SC0489  NGVD 29 (??/??/92)    5.736  (m)           18.82   (f) ADJ UNCH    1 2
 SC0489
 SC0489.Superseded values are not recommended for survey control.
 SC0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0489.See file dsdata.txt to determine how the superseded data were derived.
 SC0489
 SC0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS367154(NAD 83)
 SC0489_MARKER: DB = BENCH MARK DISK
 SC0489_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 SC0489_SP_SET: FOUNDATION WALL
 SC0489_STAMPING: E 472 1941
 SC0489_MARK LOGO: CGS   
 SC0489_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SC0489+STABILITY: POSITION/ELEVATION WELL
 SC0489_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SC0489+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2006
 SC0489
 SC0489  HISTORY     - Date     Condition        Report By
 SC0489  HISTORY     - 1941     MONUMENTED       CGS
 SC0489  HISTORY     - 1984     GOOD             USPSQD
 SC0489  HISTORY     - 1987     GOOD             USPSQD
 SC0489  HISTORY     - 1987     GOOD             NGS
 SC0489  HISTORY     - 1989     GOOD             USPSQD
 SC0489  HISTORY     - 1989     GOOD             USPSQD
 SC0489  HISTORY     - 1990     GOOD             USPSQD
 SC0489  HISTORY     - 20010218 GOOD             USPSQD
 SC0489  HISTORY     - 20060708 GOOD             USPSQD
 SC0489
 SC0489                          STATION DESCRIPTION
 SC0489
 SC0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 SC0489'IN ASTORIA.
 SC0489'LOCATED AT THE SPOKANE-PORTLAND AND SEATTLE RAILWAY STATION AT THE
 SC0489'CORNER OF COMMERCIAL AND 20TH STREET IN ASTORIA, CLATSOP COUNTY,
 SC0489'OREGON-- SET IN THE VERTICAL FACE OF THE WEST SIDE OF STATION AT THE
 SC0489'SOUTH-WEST CORNER, ABOUT 4 FEET ABOVE THE SIDEWALK.
 SC0489
 SC0489                          STATION RECOVERY (1984)
 SC0489
 SC0489'RECOVERY NOTE BY US POWER SQUADRON 1984
 SC0489'DESC CHANGE: AT THE INTERSECTION OF COMMERICAL AND TWENTIEH STREETS",
 SC0489'SHOULD READ: "AT THE INTERSECTION OF MARINE DRIVE AND TWENTIEH
 SC0489'STREETS".
 SC0489
 SC0489                          STATION RECOVERY (1987)
 SC0489
 SC0489'RECOVERY NOTE BY US POWER SQUADRON 1987 (FV)
 SC0489'RECOVERED IN GOOD CONDITION.
 SC0489
 SC0489                          STATION RECOVERY (1987)
 SC0489
 SC0489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SC0489'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN ASTORIA,
 SC0489'AT THE ENTERSECTION OF COMMERCIAL AND 30TH STREET, SET VERTICALLY
 SC0489'NEAR THE SOUTHWEST CORNER OF THE BRICK FOUNDATION WALL OF THE
 SC0489'BURLINGTON NORTHERN RAILROAD STATION, 27.0 M (88.6 FT) EAST OF THE
 SC0489'CENTER OF 30TH STREET, 9.4 M (30.8 FT) NORTH OF THE CENTER OF
 SC0489'COMMERCIAL STREET, AND 0.4 M (1.3 FT) NORTH OF THE SOUTHWEST CORNER
 SC0489'OF THE BUILDING.
 SC0489'THE MARK IS 1.2 M ABOVE A SIDEWALK.
 SC0489
 SC0489                          STATION RECOVERY (1989)
 SC0489
 SC0489'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 SC0489'RECOVERED IN GOOD CONDITION.
 SC0489
 SC0489                          STATION RECOVERY (1989)
 SC0489
 SC0489'RECOVERY NOTE BY US POWER SQUADRON 1989 (RCC)
 SC0489'RECOVERED IN GOOD CONDITION.
 SC0489
 SC0489                          STATION RECOVERY (1990)
 SC0489
 SC0489'RECOVERY NOTE BY US POWER SQUADRON 1990 (KRN)
 SC0489'RECOVERED IN GOOD CONDITION.
 SC0489
 SC0489                          STATION RECOVERY (2001)
 SC0489
 SC0489'RECOVERY NOTE BY US POWER SQUADRON 2001 (RCC)
 SC0489'RECOVERED IN GOOD CONDITION.
 SC0489
 SC0489                          STATION RECOVERY (2006)
 SC0489
 SC0489'RECOVERY NOTE BY US POWER SQUADRON 2006 (DMJ)
 SC0489'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0590 ***********************************************************************
 RD0590  DESIGNATION -  E 473
 RD0590  PID         -  RD0590
 RD0590  STATE/COUNTY-  OR/COLUMBIA
 RD0590  USGS QUAD   -  ST HELENS (1990)
 RD0590
 RD0590                         *CURRENT SURVEY CONTROL
 RD0590  ___________________________________________________________________
 RD0590* NAD 83(1986)-  45 52 14.     (N)    122 48 50.     (W)     SCALED    
 RD0590* NAVD 88     -        35.583  (meters)     116.74   (feet)  POSTED    
 RD0590  ___________________________________________________________________
 RD0590  GEOID HEIGHT-         -22.27  (meters)                     GEOID03
 RD0590  DYNAMIC HT  -          35.580 (meters)     116.73  (feet)  COMP
 RD0590  MODELED GRAV-     980,655.6   (mgal)                       NAVD 88
 RD0590
 RD0590  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 RD0590
 RD0590.The horizontal coordinates were scaled from a topographic map and have
 RD0590.an estimated accuracy of +/- 6 seconds.
 RD0590
 RD0590.The orthometric height was determined by differential leveling
 RD0590.and adjusted by the  in 1992.
 RD0590.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 RD0590.rate of 0.0 thru 1.0 mm/km.
 RD0590
 RD0590.The geoid height was determined by GEOID03.
 RD0590
 RD0590.The dynamic height is computed by dividing the NAVD 88
 RD0590.geopotential number by the normal gravity value computed on the
 RD0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0590.degrees latitude (g = 980.6199 gals.).
 RD0590
 RD0590.The modeled gravity was interpolated from observed gravity values.
 RD0590
 RD0590;                    North         East    Units  Estimated Accuracy
 RD0590;SPC OR N     -   247,480.    2,320,370.      MT  (+/- 180 meters Scaled)
 RD0590
 RD0590                          SUPERSEDED SURVEY CONTROL
 RD0590
 RD0590  NGVD 29 (??/??/92)   34.563  (m)          113.40   (f) ADJ UNCH    1 2
 RD0590
 RD0590.Superseded values are not recommended for survey control.
 RD0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0590.See file dsdata.txt to determine how the superseded data were derived.
 RD0590
 RD0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER144796(NAD 83)
 RD0590_MARKER: DB = BENCH MARK DISK
 RD0590_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD0590_SP_SET: BASE
 RD0590_STAMPING: E 473 1941
 RD0590_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0590
 RD0590  HISTORY     - Date     Condition        Report By
 RD0590  HISTORY     - 1941     MONUMENTED       CGS
 RD0590  HISTORY     - 20040811 MARK NOT FOUND   USPSQD
 RD0590
 RD0590                          STATION DESCRIPTION
 RD0590
 RD0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 RD0590'IN ST HELENS.
 RD0590'ABOUT 3/4 MILE NORTH OF ST. HELENS RAILWAY STATION, ALONG THE SPOKANE,
 RD0590'PORTLAND AND SEATTLE RAILWAY, 112 FEET EAST OF MAIN TRACK, NORTHWEST
 RD0590'CORNER OF TEXACO COMPANY GROUNDS, NORTHWEST CORNER OF TANK 20177, A
 RD0590'STANDARD DISK SET IN BASE OF TANK.
 RD0590
 RD0590                          STATION RECOVERY (2004)
 RD0590
 RD0590'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 RD0590'TANK AND ALL TRACES OF TEXACO COMPANY ARE GONE. THE COORDINATES ARE
 RD0590'NOW THE TRUCK SHOP BLDG FOR STINSON LUMBER CO. THIS STATION SHOULD BE
 RD0590'CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0370 ***********************************************************************
 QE0370  DESIGNATION -  E 474
 QE0370  PID         -  QE0370
 QE0370  STATE/COUNTY-  OR/MARION
 QE0370  USGS QUAD   -  TURNER (1986)
 QE0370
 QE0370                         *CURRENT SURVEY CONTROL
 QE0370  ___________________________________________________________________
 QE0370* NAD 83(1986)-  44 50 31.     (N)    122 56 47.     (W)     SCALED    
 QE0370* NAVD 88     -        88.916  (meters)     291.72   (feet)  ADJUSTED  
 QE0370  ___________________________________________________________________
 QE0370  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 QE0370  DYNAMIC HT  -          88.911 (meters)     291.70  (feet)  COMP
 QE0370  MODELED GRAV-     980,559.2   (mgal)                       NAVD 88
 QE0370
 QE0370  VERT ORDER  -  FIRST     CLASS II
 QE0370
 QE0370.The horizontal coordinates were scaled from a topographic map and have
 QE0370.an estimated accuracy of +/- 6 seconds.
 QE0370
 QE0370.The orthometric height was determined by differential leveling
 QE0370.and adjusted in June 1991.
 QE0370
 QE0370.The geoid height was determined by GEOID03.
 QE0370
 QE0370.The dynamic height is computed by dividing the NAVD 88
 QE0370.geopotential number by the normal gravity value computed on the
 QE0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0370.degrees latitude (g = 980.6199 gals.).
 QE0370
 QE0370.The modeled gravity was interpolated from observed gravity values.
 QE0370
 QE0370;                    North         East    Units  Estimated Accuracy
 QE0370;SPC OR N     -   133,530.    2,306,630.      MT  (+/- 180 meters Scaled)
 QE0370
 QE0370                          SUPERSEDED SURVEY CONTROL
 QE0370
 QE0370  NGVD 29 (??/??/92)   87.886  (m)          288.34   (f) ADJ UNCH    1 2
 QE0370
 QE0370.Superseded values are not recommended for survey control.
 QE0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0370.See file dsdata.txt to determine how the superseded data were derived.
 QE0370
 QE0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ042653(NAD 83)
 QE0370_MARKER: DD = SURVEY DISK
 QE0370_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QE0370_SP_SET: BRIDGE
 QE0370_STAMPING: E 474 1941
 QE0370_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE0370
 QE0370  HISTORY     - Date     Condition        Report By
 QE0370  HISTORY     - 1941     MONUMENTED       ORDT
 QE0370  HISTORY     - 1941     GOOD             NGS
 QE0370  HISTORY     - 1968     MARK NOT FOUND   NGS
 QE0370  HISTORY     - 19950501 MARK NOT FOUND   NGS
 QE0370
 QE0370                          STATION DESCRIPTION
 QE0370
 QE0370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QE0370'0.4 MI E FROM TURNER.
 QE0370'ALONG COUNTY ROAD FROM TURNER EAST TO AUMSVILLE, SET IN NORTHWEST
 QE0370'WINGWALL OF BRIDGE OVER FIRST CROSSING OF MILL CREEK.
 QE0370
 QE0370                          STATION RECOVERY (1968)
 QE0370
 QE0370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 QE0370'MARK NOT FOUND.
 QE0370
 QE0370                          STATION RECOVERY (1995)
 QE0370
 QE0370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (LLR)
 QE0370'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0006 ***********************************************************************
 QE0006  DESIGNATION -  E 475
 QE0006  PID         -  QE0006
 QE0006  STATE/COUNTY-  OR/MARION
 QE0006  USGS QUAD   -  MILL CITY NORTH (1985)
 QE0006
 QE0006                         *CURRENT SURVEY CONTROL
 QE0006  ___________________________________________________________________
 QE0006* NAD 83(1986)-  44 45 22.     (N)    122 26 20.     (W)     SCALED    
 QE0006* NAVD 88     -       276.401  (meters)     906.83   (feet)  ADJUSTED  
 QE0006  ___________________________________________________________________
 QE0006  GEOID HEIGHT-         -22.49  (meters)                     GEOID03
 QE0006  DYNAMIC HT  -         276.359 (meters)     906.69  (feet)  COMP
 QE0006  MODELED GRAV-     980,459.1   (mgal)                       NAVD 88
 QE0006
 QE0006  VERT ORDER  -  FIRST     CLASS II
 QE0006
 QE0006.The horizontal coordinates were scaled from a topographic map and have
 QE0006.an estimated accuracy of +/- 6 seconds.
 QE0006
 QE0006.The orthometric height was determined by differential leveling
 QE0006.and adjusted in June 1991.
 QE0006
 QE0006.The geoid height was determined by GEOID03.
 QE0006
 QE0006.The dynamic height is computed by dividing the NAVD 88
 QE0006.geopotential number by the normal gravity value computed on the
 QE0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0006.degrees latitude (g = 980.6199 gals.).
 QE0006
 QE0006.The modeled gravity was interpolated from observed gravity values.
 QE0006
 QE0006;                    North         East    Units  Estimated Accuracy
 QE0006;SPC OR N     -   122,900.    2,346,510.      MT  (+/- 180 meters Scaled)
 QE0006
 QE0006                          SUPERSEDED SURVEY CONTROL
 QE0006
 QE0006  NGVD 29 (??/??/92)  275.344  (m)          903.36   (f) ADJ UNCH    1 2
 QE0006
 QE0006.Superseded values are not recommended for survey control.
 QE0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0006.See file dsdata.txt to determine how the superseded data were derived.
 QE0006
 QE0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ444560(NAD 83)
 QE0006_MARKER: DB = BENCH MARK DISK
 QE0006_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QE0006_SP_SET: CULVERT
 QE0006_STAMPING: E 475 1941
 QE0006_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0006
 QE0006  HISTORY     - Date     Condition        Report By
 QE0006  HISTORY     - 1941     MONUMENTED       CGS
 QE0006  HISTORY     - 1955     GOOD             USGS
 QE0006
 QE0006                          STATION DESCRIPTION
 QE0006
 QE0006'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 QE0006'2.0 MI E FROM MILL CITY.
 QE0006'ABOUT 2.0 MILES EAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 QE0006'RAILROAD BRIDGE AT MILL CITY, MARION COUNTY, ABOUT 120 FEET SOUTH OF
 QE0006'THE NORTH SANTIAN HIGHWAY (OREG. 22) AT CULVERT 720.51 IN THE EAST END
 QE0006'OF THE NORTH HEAD WALL, 15 FEET NORTH OF THE CENTER LINE OF THE TRACK,
 QE0006'AND ABOUT 3 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED E 475
 QE0006'1941.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1028 ***********************************************************************
 QD1028  DESIGNATION -  E 476
 QD1028  PID         -  QD1028
 QD1028  STATE/COUNTY-  OR/DESCHUTES
 QD1028  USGS QUAD   -  SISTERS (1988)
 QD1028
 QD1028                         *CURRENT SURVEY CONTROL
 QD1028  ___________________________________________________________________
 QD1028* NAD 83(1986)-  44 17 25.     (N)    121 32 38.     (W)     SCALED    
 QD1028* NAVD 88     -       970.242  (meters)    3183.20   (feet)  ADJUSTED  
 QD1028  ___________________________________________________________________
 QD1028  GEOID HEIGHT-         -21.32  (meters)                     GEOID03
 QD1028  DYNAMIC HT  -         969.898 (meters)    3182.07  (feet)  COMP
 QD1028  MODELED GRAV-     980,230.8   (mgal)                       NAVD 88
 QD1028
 QD1028  VERT ORDER  -  FIRST     CLASS II
 QD1028
 QD1028.The horizontal coordinates were scaled from a topographic map and have
 QD1028.an estimated accuracy of +/- 6 seconds.
 QD1028
 QD1028.The orthometric height was determined by differential leveling
 QD1028.and adjusted in June 1991.
 QD1028
 QD1028.The geoid height was determined by GEOID03.
 QD1028
 QD1028.The dynamic height is computed by dividing the NAVD 88
 QD1028.geopotential number by the normal gravity value computed on the
 QD1028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1028.degrees latitude (g = 980.6199 gals.).
 QD1028
 QD1028.The modeled gravity was interpolated from observed gravity values.
 QD1028
 QD1028;                    North         East    Units  Estimated Accuracy
 QD1028;SPC OR S     -   291,980.    1,416,680.      MT  (+/- 180 meters Scaled)
 QD1028
 QD1028                          SUPERSEDED SURVEY CONTROL
 QD1028
 QD1028  NGVD 29 (??/??/92)  969.098  (m)         3179.45   (f) ADJ UNCH    1 2
 QD1028
 QD1028.Superseded values are not recommended for survey control.
 QD1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1028.See file dsdata.txt to determine how the superseded data were derived.
 QD1028
 QD1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ161051(NAD 83)
 QD1028_MARKER: DB = BENCH MARK DISK
 QD1028_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QD1028_SP_SET: STEPS
 QD1028_STAMPING: E 476 1941
 QD1028_MARK LOGO: CGS   
 QD1028_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD1028_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QD1028+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2008
 QD1028
 QD1028  HISTORY     - Date     Condition        Report By
 QD1028  HISTORY     - 1941     MONUMENTED       CGS
 QD1028  HISTORY     - 1987     GOOD             NGS
 QD1028  HISTORY     - 20080627 GOOD             GEOCAC
 QD1028
 QD1028                          STATION DESCRIPTION
 QD1028
 QD1028'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 QD1028'IN SISTERS.
 QD1028'IN THE EAST PART OF SISTERS, AT THE SISTERS HIGH SCHOOL, SOUTH
 QD1028'ENTRANCE TO BUILDING, NORTHEAST CORNER OF CONCRETE PORCH, A STANDARD
 QD1028'DISK SET.
 QD1028
 QD1028                          STATION RECOVERY (1987)
 QD1028
 QD1028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QD1028'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  IN SISTERS,
 QD1028'AT 115 NORTHWEST LOCUST (OLD HIGH SCHOOL), IN THE NORTHEAST CORNER OF
 QD1028'A SLAB STEP, 15.8 M (51.8 FT) EAST OF THE WEST CORNER OF THE SISTERS
 QD1028'DISTRICT ADMINISTRATION BUILDING, 13.7 M (44.9 FT) WEST OF THE
 QD1028'SOUTHEAST CORNER OF THE BUILDING, 2.5 M (8.2 FT) NORTH OF THE NORTH
 QD1028'EDGE OF A SIDEWALK AND SOUTH EDGE OF A CONCRETE SLAB, AND 0.2 M
 QD1028'(0.7 FT) SOUTH OF THE SOUTH FACE OF THE BRICK WALL.  NOTE--THIS AREA
 QD1028'WAS AT ONE TIME THE SOUTH ENTRANCE INTO THE OLD HIGH SCHOOL AND IS
 QD1028'NOW WALLED OVER AND THE MARK IS IN THE NORTHEAST CORNER OF AN OLD
 QD1028'CONCRETE SLAB STEP.
 QD1028'THE MARK IS 0.2 M ABOVE THE SIDEWALK.
 QD1028
 QD1028                          STATION RECOVERY (2008)
 QD1028
 QD1028'RECOVERY NOTE BY GEOCACHING 2008 (HMT)
 QD1028'GPS READING NOT ATTEMPTED. THE DISK IS INCHES FROM THE BUILDING AND
 QD1028'NEAR GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0158 ***********************************************************************
 PC0158  DESIGNATION -  E 477
 PC0158  PID         -  PC0158
 PC0158  STATE/COUNTY-  OR/DOUGLAS
 PC0158  USGS QUAD   -  ILLAHEE ROCK (1997)
 PC0158
 PC0158                         *CURRENT SURVEY CONTROL
 PC0158  ___________________________________________________________________
 PC0158* NAD 83(1986)-  43 17 38.     (N)    122 37 25.     (W)     SCALED    
 PC0158* NAVD 88     -       451.544  (meters)    1481.44   (feet)  ADJUSTED  
 PC0158  ___________________________________________________________________
 PC0158  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 PC0158  DYNAMIC HT  -         451.385 (meters)    1480.92  (feet)  COMP
 PC0158  MODELED GRAV-     980,256.2   (mgal)                       NAVD 88
 PC0158
 PC0158  VERT ORDER  -  FIRST     CLASS II
 PC0158
 PC0158.The horizontal coordinates were scaled from a topographic map and have
 PC0158.an estimated accuracy of +/- 6 seconds.
 PC0158
 PC0158.The orthometric height was determined by differential leveling
 PC0158.and adjusted in June 1991.
 PC0158
 PC0158.The geoid height was determined by GEOID03.
 PC0158
 PC0158.The dynamic height is computed by dividing the NAVD 88
 PC0158.geopotential number by the normal gravity value computed on the
 PC0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0158.degrees latitude (g = 980.6199 gals.).
 PC0158
 PC0158.The modeled gravity was interpolated from observed gravity values.
 PC0158
 PC0158;                    North         East    Units  Estimated Accuracy
 PC0158;SPC OR S     -   182,940.    1,327,700.      MT  (+/- 180 meters Scaled)
 PC0158
 PC0158                          SUPERSEDED SURVEY CONTROL
 PC0158
 PC0158  NGVD 29 (??/??/92)  450.408  (m)         1477.71   (f) ADJ UNCH    1 2
 PC0158
 PC0158.Superseded values are not recommended for survey control.
 PC0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0158.See file dsdata.txt to determine how the superseded data were derived.
 PC0158
 PC0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN305935(NAD 83)
 PC0158_MARKER: DB = BENCH MARK DISK
 PC0158_SETTING: 80 = SET IN A BOULDER
 PC0158_SP_SET: BOULDER
 PC0158_STAMPING: E 477 - 1941
 PC0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0158+STABILITY: SURFACE MOTION
 PC0158
 PC0158  HISTORY     - Date     Condition        Report By
 PC0158  HISTORY     - 1941     MONUMENTED       CGS
 PC0158  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 PC0158  HISTORY     - 19851101 MARK NOT FOUND   USGS
 PC0158
 PC0158                          STATION DESCRIPTION
 PC0158
 PC0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 PC0158'7.73 MI SE FROM STEAMBOAT.
 PC0158'ABOUT 7.73 MILES SOUTHEAST FROM STEAMBOAT BRIDGE, ALONG NORTH UMPQUA
 PC0158'HIGHWAY, ON DOWN GRADE, 24 FEET EAST OF CULVERT, 30 FEET SOUTH OF
 PC0158'CENTER OF ROAD, 1 FOOT ABOVE LEVEL OF ROAD IN A LARGE BOULDER. WITNESS
 PC0158'POST SET BY MARK.
 PC0158
 PC0158                          STATION RECOVERY (1985)
 PC0158
 PC0158'RECOVERY NOTE BY US POWER SQUADRON 1985 (PSM)
 PC0158'MARK NOT FOUND.
 PC0158
 PC0158                          STATION RECOVERY (1985)
 PC0158
 PC0158'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (PSM)
 PC0158'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0856 ***********************************************************************
 QD0856  DESIGNATION -  E 478
 QD0856  PID         -  QD0856
 QD0856  STATE/COUNTY-  OR/DESCHUTES
 QD0856  USGS QUAD   -  REDMOND (1975)
 QD0856
 QD0856                         *CURRENT SURVEY CONTROL
 QD0856  ___________________________________________________________________
 QD0856* NAD 83(1986)-  44 17 52.     (N)    121 10 26.     (W)     SCALED    
 QD0856* NAVD 88     -       910.283  (meters)    2986.49   (feet)  ADJUSTED  
 QD0856  ___________________________________________________________________
 QD0856  GEOID HEIGHT-         -21.15  (meters)                     GEOID03
 QD0856  DYNAMIC HT  -         909.989 (meters)    2985.52  (feet)  COMP
 QD0856  MODELED GRAV-     980,263.7   (mgal)                       NAVD 88
 QD0856
 QD0856  VERT ORDER  -  FIRST     CLASS II
 QD0856
 QD0856.The horizontal coordinates were scaled from a topographic map and have
 QD0856.an estimated accuracy of +/- 6 seconds.
 QD0856
 QD0856.The orthometric height was determined by differential leveling
 QD0856.and adjusted in June 1991.
 QD0856
 QD0856.The geoid height was determined by GEOID03.
 QD0856
 QD0856.The dynamic height is computed by dividing the NAVD 88
 QD0856.geopotential number by the normal gravity value computed on the
 QD0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0856.degrees latitude (g = 980.6199 gals.).
 QD0856
 QD0856.The modeled gravity was interpolated from observed gravity values.
 QD0856
 QD0856;                    North         East    Units  Estimated Accuracy
 QD0856;SPC OR S     -   292,510.    1,446,220.      MT  (+/- 180 meters Scaled)
 QD0856
 QD0856                          SUPERSEDED SURVEY CONTROL
 QD0856
 QD0856  NGVD 29 (??/??/92)  909.183  (m)         2982.88   (f) ADJ UNCH    1 2
 QD0856
 QD0856.Superseded values are not recommended for survey control.
 QD0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0856.See file dsdata.txt to determine how the superseded data were derived.
 QD0856
 QD0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ456065(NAD 83)
 QD0856_MARKER: DD = SURVEY DISK
 QD0856_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QD0856_SP_SET: SYPHON HEADWALL
 QD0856_STAMPING: E 478 1941
 QD0856_MARK LOGO: ORHD  
 QD0856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0856+STABILITY: SURFACE MOTION
 QD0856_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QD0856+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1988
 QD0856
 QD0856  HISTORY     - Date     Condition        Report By
 QD0856  HISTORY     - 1941     MONUMENTED       ORDT
 QD0856  HISTORY     - 1941     GOOD             NGS
 QD0856  HISTORY     - 19880715 GOOD             NGS
 QD0856
 QD0856                          STATION DESCRIPTION
 QD0856
 QD0856'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QD0856'1.55 MI N FROM REDMOND.
 QD0856'1.55 MILES NORTH BY HIGHWAY LOCATED ABOUT 18 FEET WEST OF CENTERLINE
 QD0856'OF HIGHWAY, IN SOUTH END OF HIGHWAY BRIDGE NO. 4-121.50 OVER SMALL
 QD0856'CANAL, IN TOP OF PARAPET.
 QD0856
 QD0856                          STATION RECOVERY (1988)
 QD0856
 QD0856'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QD0856'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  3.2 KM
 QD0856'(2.00 MI) NORTHERLY ALONG U.S. HIGHWAY 97 FROM THE JUNCTION OF STATE
 QD0856'HIGHWAY 126 IN REDMOND.  NOTE--THE DISK HAS BEEN MUTILATED, AND THE
 QD0856'STAMPING IS ILLEGIBLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0447 ***********************************************************************
 QE0447  DESIGNATION -  E 479 RESET
 QE0447  PID         -  QE0447
 QE0447  STATE/COUNTY-  OR/LINN
 QE0447  USGS QUAD   -  LEBANON (1986)
 QE0447
 QE0447                         *CURRENT SURVEY CONTROL
 QE0447  ___________________________________________________________________
 QE0447* NAD 83(1986)-  44 30 34.     (N)    122 53 13.     (W)     SCALED    
 QE0447* NAVD 88     -       112.00   (meters)     367.5    (feet)  RESET     
 QE0447  ___________________________________________________________________
 QE0447  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 QE0447  VERT ORDER  -  THIRD
 QE0447
 QE0447.The horizontal coordinates were scaled from a topographic map and have
 QE0447.an estimated accuracy of +/- 6 seconds.
 QE0447
 QE0447.The orthometric height was computed from unverified reset data.
 QE0447
 QE0447.The geoid height was determined by GEOID03.
 QE0447
 QE0447;                    North         East    Units  Estimated Accuracy
 QE0447;SPC OR N     -    96,460.    2,310,230.      MT  (+/- 180 meters Scaled)
 QE0447
 QE0447                          SUPERSEDED SURVEY CONTROL
 QE0447
 QE0447.No superseded survey control is available for this station.
 QE0447
 QE0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ089284(NAD 83)
 QE0447_MARKER: DB = BENCH MARK DISK
 QE0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0447_STAMPING: E 479 RESET 1965
 QE0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0447+STABILITY: SURFACE MOTION
 QE0447
 QE0447  HISTORY     - Date     Condition        Report By
 QE0447  HISTORY     - 1965     MONUMENTED       CGS
 QE0447  HISTORY     - 20060529 MARK NOT FOUND   USPSQD
 QE0447
 QE0447                          STATION DESCRIPTION
 QE0447
 QE0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 QE0447'2.3 MI SE FROM LEBANON.
 QE0447'REACHED FROM THE CROSS STREET JUST EAST OF THE LEBANON POST OFFICE GO
 QE0447'SOUTHEAST ON U.S. HIGHWAY 20 FOR 2.3 MILES TO THE MARK ON THE LEFT,
 QE0447'200 FEET NORTHEAST AND ACROSS THE HIGHWAY FROM HOUSE NO. 3980, 150
 QE0447'FEET NORTHWEST OF A 5 BY 6 FOOT CONCRETE BOX CULVERT UNDER THE
 QE0447'HIGHWAY, 115 FEET WEST OF A METAL CULVERT UNDER THE RAILROAD TRACKS,
 QE0447'68 FEET NORTH OF THE CENTER OF THE HIGHWAY, 12 1/2 FEET SOUTH OF THE
 QE0447'NEAREST RAIL OF THE RAILROAD TRACKS AND 1 FOOT EAST OF A METAL WITNESS
 QE0447'POST SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 QE0447'PROJECTS 5 INCHES.
 QE0447
 QE0447                          STATION RECOVERY (2006)
 QE0447
 QE0447'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 QE0447'ROADWAY WIDENED, NO CULVER AT THIS LOCATION,  NO WITNESS POST, NO
 QE0447'HOUSE 3980.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0994 ***********************************************************************
 RD0994  DESIGNATION -  E 48
 RD0994  PID         -  RD0994
 RD0994  STATE/COUNTY-  OR/TILLAMOOK
 RD0994  USGS QUAD   -  TILLAMOOK (1985)
 RD0994
 RD0994                         *CURRENT SURVEY CONTROL
 RD0994  ___________________________________________________________________
 RD0994* NAD 83(1986)-  45 28 57.     (N)    123 51 06.     (W)     SCALED    
 RD0994* NAVD 88     -         5.175  (meters)      16.98   (feet)  ADJUSTED  
 RD0994  ___________________________________________________________________
 RD0994  GEOID HEIGHT-         -22.30  (meters)                     GEOID03
 RD0994  DYNAMIC HT  -           5.175 (meters)      16.98  (feet)  COMP
 RD0994  MODELED GRAV-     980,684.6   (mgal)                       NAVD 88
 RD0994
 RD0994  VERT ORDER  -  FIRST     CLASS II
 RD0994
 RD0994.The horizontal coordinates were scaled from a topographic map and have
 RD0994.an estimated accuracy of +/- 6 seconds.
 RD0994
 RD0994.The orthometric height was determined by differential leveling
 RD0994.and adjusted in June 1991.
 RD0994.WARNING-Repeat measurements at this control monument indicate possible
 RD0994.vertical movement.
 RD0994
 RD0994.The geoid height was determined by GEOID03.
 RD0994
 RD0994.The dynamic height is computed by dividing the NAVD 88
 RD0994.geopotential number by the normal gravity value computed on the
 RD0994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0994.degrees latitude (g = 980.6199 gals.).
 RD0994
 RD0994.The modeled gravity was interpolated from observed gravity values.
 RD0994
 RD0994;                    North         East    Units  Estimated Accuracy
 RD0994;SPC OR N     -   207,210.    2,238,060.      MT  (+/- 180 meters Scaled)
 RD0994
 RD0994                          SUPERSEDED SURVEY CONTROL
 RD0994
 RD0994  NGVD 29 (??/??/92)    4.127  (m)           13.54   (f) ADJ UNCH    1 2
 RD0994
 RD0994.Superseded values are not recommended for survey control.
 RD0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0994.See file dsdata.txt to determine how the superseded data were derived.
 RD0994
 RD0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR334369(NAD 83)
 RD0994_MARKER: DD = SURVEY DISK
 RD0994_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RD0994_SP_SET: BRIDGE CURB
 RD0994_STAMPING: E 48 1930
 RD0994_MARK LOGO: ORHD  
 RD0994_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0994_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD0994+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2002
 RD0994
 RD0994  HISTORY     - Date     Condition        Report By
 RD0994  HISTORY     - 1930     MONUMENTED       ORHD
 RD0994  HISTORY     - 1964     GOOD             NGS
 RD0994  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RD0994  HISTORY     - 1987     GOOD             NGS
 RD0994  HISTORY     - 20020303 GOOD             USPSQD
 RD0994
 RD0994                          STATION DESCRIPTION
 RD0994
 RD0994'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 RD0994'2.3 MI NW FROM TILLAMOOK.
 RD0994'1.6 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE INTERSECTION OF U.S.
 RD0994'HIGHWAY 101 AND SECOND STREET, WHICH IS JUST WEST OF THE TILLAMOOK
 RD0994'POST OFFICE, TO BOQUIST ROAD ON THE LEFT, JUST AFTER CROSSING THE
 RD0994'WILSON RIVER BRIDGE, TURN LEFT AND GO WEST AND NORTH ON BOQUIST ROAD
 RD0994'FOR 0.7 MILE TO A CONCRETE BRIDGE OVER A SMALL SLOUGH AND THE BENCH
 RD0994'MARK IN THE TOP OF THE CURB ON THE LEFT, 11 1/2 FEET WEST OF THE
 RD0994'CENTER OF BOQUIST ROAD AND 6 FEET SOUTH OF THE NORTH END OF THE
 RD0994'BRIDGE.
 RD0994
 RD0994                          STATION RECOVERY (1987)
 RD0994
 RD0994'RECOVERY NOTE BY US POWER SQUADRON 1987 (RCC)
 RD0994'MARK NOT FOUND.
 RD0994
 RD0994                          STATION RECOVERY (1987)
 RD0994
 RD0994'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD0994'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  2.3 KM (1.45
 RD0994'MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM ITS JUNCTION WITH STATE
 RD0994'HIGHWAY 6 IN TILLAMOOK, THENCE 1.1 KM (0.70 MI) NORTHWESTERLY ALONG
 RD0994'BOQUIST ROAD, IN THE NORTH END OF THE WEST CURB OF A BRIDGE SPANNING
 RD0994'A SMALL SLOUGH, 3.1 M (10.2 FT) WEST OF THE CENTER OF THE ROAD, 1.8 M
 RD0994'(5.9 FT) SOUTH OF THE NORTH END OF THE CURB, AND 0.1 M (0.3 FT) EAST
 RD0994'OF THE EAST FACE OF THE WEST GUARDRAIL.
 RD0994'THE MARK IS 0.2 M ABOVE THE ROAD.
 RD0994
 RD0994                          STATION RECOVERY (2002)
 RD0994
 RD0994'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 RD0994'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0068 ***********************************************************************
 PC0068  DESIGNATION -  E 480
 PC0068  PID         -  PC0068
 PC0068  STATE/COUNTY-  OR/DOUGLAS
 PC0068  USGS QUAD   -  GARWOOD BUTTE (1985)
 PC0068
 PC0068                         *CURRENT SURVEY CONTROL
 PC0068  ___________________________________________________________________
 PC0068* NAD 83(1986)-  43 14 20.     (N)    122 19 57.     (W)     SCALED    
 PC0068* NAVD 88     -      1150.136  (meters)    3773.40   (feet)  ADJUSTED  
 PC0068  ___________________________________________________________________
 PC0068  GEOID HEIGHT-         -22.24  (meters)                     GEOID03
 PC0068  DYNAMIC HT  -        1149.568 (meters)    3771.54  (feet)  COMP
 PC0068  MODELED GRAV-     980,086.6   (mgal)                       NAVD 88
 PC0068
 PC0068  VERT ORDER  -  FIRST     CLASS II
 PC0068
 PC0068.The horizontal coordinates were scaled from a topographic map and have
 PC0068.an estimated accuracy of +/- 6 seconds.
 PC0068
 PC0068.The orthometric height was determined by differential leveling
 PC0068.and adjusted in June 1991.
 PC0068
 PC0068.The geoid height was determined by GEOID03.
 PC0068
 PC0068.The dynamic height is computed by dividing the NAVD 88
 PC0068.geopotential number by the normal gravity value computed on the
 PC0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0068.degrees latitude (g = 980.6199 gals.).
 PC0068
 PC0068.The modeled gravity was interpolated from observed gravity values.
 PC0068
 PC0068;                    North         East    Units  Estimated Accuracy
 PC0068;SPC OR S     -   176,270.    1,351,180.      MT  (+/- 180 meters Scaled)
 PC0068
 PC0068                          SUPERSEDED SURVEY CONTROL
 PC0068
 PC0068  NGVD 29 (??/??/92) 1148.898  (m)         3769.34   (f) ADJ UNCH    1 2
 PC0068
 PC0068.Superseded values are not recommended for survey control.
 PC0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0068.See file dsdata.txt to determine how the superseded data were derived.
 PC0068
 PC0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN541875(NAD 83)
 PC0068_MARKER: DB = BENCH MARK DISK
 PC0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PC0068_STAMPING: E 480 - 1941
 PC0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0068+STABILITY: SURFACE MOTION
 PC0068
 PC0068  HISTORY     - Date     Condition        Report By
 PC0068  HISTORY     - 1941     MONUMENTED       CGS
 PC0068
 PC0068                          STATION DESCRIPTION
 PC0068
 PC0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 PC0068'8.02 MI E FROM BIG CAMAS.
 PC0068'ABOUT 8.02 MILES EAST OF BIG CAMAS RANGER STATION, ALONG NORTH UMPQUA
 PC0068'HIGHWAY, AT CAMP CREEK, 24 FEET EAST OF NORTH END OF BRIDGE, 12 FEET
 PC0068'NORTH OF CREEK BANK.  A STANDARD DISK SET IN CONCRETE POST.  WITNESS
 PC0068'POST SET BY MARK.  NOTE-- TURN RIGHT ON ROAD AT SIGN READING 2 WATSON
 PC0068'CR FALLS.  PROCEED 1.0 MILES TO CAMP CREEK.  48 FEET EAST OF THE EAST
 PC0068'END OF THE NORTH WOODEN CULVERT, 16 FEET NORTHEAST OF THE BANK OF THE
 PC0068'CREEK, NEAR A WHITE WOODEN WITNESS POST AND ABOUT 2.5 FEET HIGHER THAN
 PC0068'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0286 ***********************************************************************
 QD0286  DESIGNATION -  E 481
 QD0286  PID         -  QD0286
 QD0286  STATE/COUNTY-  OR/CROOK
 QD0286  USGS QUAD   -  STEARNS BUTTE (1988)
 QD0286
 QD0286                         *CURRENT SURVEY CONTROL
 QD0286  ___________________________________________________________________
 QD0286* NAD 83(1986)-  44 14 57.     (N)    120 51 23.     (W)     SCALED    
 QD0286* NAVD 88     -       882.538  (meters)    2895.46   (feet)  ADJUSTED  
 QD0286  ___________________________________________________________________
 QD0286  GEOID HEIGHT-         -20.52  (meters)                     GEOID03
 QD0286  DYNAMIC HT  -         882.246 (meters)    2894.50  (feet)  COMP
 QD0286  MODELED GRAV-     980,258.7   (mgal)                       NAVD 88
 QD0286
 QD0286  VERT ORDER  -  SECOND    CLASS 0
 QD0286
 QD0286.The horizontal coordinates were scaled from a topographic map and have
 QD0286.an estimated accuracy of +/- 6 seconds.
 QD0286
 QD0286.The orthometric height was determined by differential leveling
 QD0286.and adjusted in June 1991.
 QD0286
 QD0286.The geoid height was determined by GEOID03.
 QD0286
 QD0286.The dynamic height is computed by dividing the NAVD 88
 QD0286.geopotential number by the normal gravity value computed on the
 QD0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0286.degrees latitude (g = 980.6199 gals.).
 QD0286
 QD0286.The modeled gravity was interpolated from observed gravity values.
 QD0286
 QD0286;                    North         East    Units  Estimated Accuracy
 QD0286;SPC OR S     -   286,950.    1,471,530.      MT  (+/- 180 meters Scaled)
 QD0286
 QD0286                          SUPERSEDED SURVEY CONTROL
 QD0286
 QD0286  NGVD 29 (??/??/92)  881.424  (m)         2891.81   (f) ADJ UNCH    2 0
 QD0286
 QD0286.Superseded values are not recommended for survey control.
 QD0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0286.See file dsdata.txt to determine how the superseded data were derived.
 QD0286
 QD0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ711017(NAD 83)
 QD0286_MARKER: DB = BENCH MARK DISK
 QD0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD0286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QD0286_STAMPING: E 481 1941
 QD0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0286+STABILITY: SURFACE MOTION
 QD0286
 QD0286  HISTORY     - Date     Condition        Report By
 QD0286  HISTORY     - 1941     MONUMENTED       CGS
 QD0286  HISTORY     - 1962     POOR             NGS
 QD0286
 QD0286                          STATION DESCRIPTION
 QD0286
 QD0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 QD0286'4.1 MI S FROM PRINEVILLE.
 QD0286'ABOUT 4.1 MILES SOUTH OF PRINEVILLE, ALONG THE BEAR CREEK ROAD, ABOUT
 QD0286'0.15 MILE NORTH OF THE SOUTH END OF A LONG STRAIGHT TANGENT 290 FEET
 QD0286'SOUTH OF A LANE LEADING WEST TO FRAZEE LAKE, 33 FEET EAST OF THE
 QD0286'CENTER OF THE ROAD, ON THE FENCE LINE.  A STANDARD DISK SET IN A
 QD0286'CONCRETE POST.  WITNESS POST SET BY MARK.
 QD0286
 QD0286                          STATION RECOVERY (1962)
 QD0286
 QD0286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 QD0286'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0231 ***********************************************************************
 QD0231  DESIGNATION -  E 482
 QD0231  PID         -  QD0231
 QD0231  STATE/COUNTY-  OR/CROOK
 QD0231  USGS QUAD   -  PRAIRIE HILL (1992)
 QD0231
 QD0231                         *CURRENT SURVEY CONTROL
 QD0231  ___________________________________________________________________
 QD0231* NAD 83(1986)-  44 07 31.     (N)    120 21 32.     (W)     SCALED    
 QD0231* NAVD 88     -      1063.138  (meters)    3487.98   (feet)  ADJUSTED  
 QD0231  ___________________________________________________________________
 QD0231  GEOID HEIGHT-         -19.48  (meters)                     GEOID03
 QD0231  DYNAMIC HT  -        1062.738 (meters)    3486.67  (feet)  COMP
 QD0231  MODELED GRAV-     980,206.1   (mgal)                       NAVD 88
 QD0231
 QD0231  VERT ORDER  -  FIRST     CLASS II
 QD0231
 QD0231.The horizontal coordinates were scaled from a topographic map and have
 QD0231.an estimated accuracy of +/- 6 seconds.
 QD0231
 QD0231.The orthometric height was determined by differential leveling
 QD0231.and adjusted in June 1991.
 QD0231
 QD0231.The geoid height was determined by GEOID03.
 QD0231
 QD0231.The dynamic height is computed by dividing the NAVD 88
 QD0231.geopotential number by the normal gravity value computed on the
 QD0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0231.degrees latitude (g = 980.6199 gals.).
 QD0231
 QD0231.The modeled gravity was interpolated from observed gravity values.
 QD0231
 QD0231;                    North         East    Units  Estimated Accuracy
 QD0231;SPC OR S     -   273,130.    1,511,300.      MT  (+/- 180 meters Scaled)
 QD0231
 QD0231                          SUPERSEDED SURVEY CONTROL
 QD0231
 QD0231  NGVD 29 (??/??/92) 1061.992  (m)         3484.22   (f) ADJ UNCH    1 2
 QD0231
 QD0231.Superseded values are not recommended for survey control.
 QD0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0231.See file dsdata.txt to determine how the superseded data were derived.
 QD0231
 QD0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGP113891(NAD 83)
 QD0231_MARKER: DB = BENCH MARK DISK
 QD0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD0231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QD0231_STAMPING: E 482 1941
 QD0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0231+STABILITY: SURFACE MOTION
 QD0231
 QD0231  HISTORY     - Date     Condition        Report By
 QD0231  HISTORY     - 1941     MONUMENTED       CGS
 QD0231  HISTORY     - 19860422 MARK NOT FOUND   USPSQD
 QD0231
 QD0231                          STATION DESCRIPTION
 QD0231
 QD0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 QD0231'7.5 MI E FROM POST.
 QD0231'ABOUT 7.5 MILES EAST OF THE POST STORE, ALONG THE OLD SOUTH SIDE
 QD0231'CROOKED RIVER ROAD, 553 FEET EAST OF A DEEP WASH, WHERE THE ROAD GOES
 QD0231'INTO THE BOTTOM AND MAKES AN S CURVE, ABOUT 0.4 MILES WEST OF THE
 QD0231'CREST OF THE GRADE, 27 FEET NORTH OF THE CENTER OF THE ROAD.  A
 QD0231'STANDARD DISK SET IN A CONCRETE POST.  WITNESS POST SET BY MARK.
 QD0231
 QD0231                          STATION RECOVERY (1986)
 QD0231
 QD0231'RECOVERY NOTE BY US POWER SQUADRON 1986 (DEK)
 QD0231'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0331 ***********************************************************************
 QD0331  DESIGNATION -  E 483
 QD0331  PID         -  QD0331
 QD0331  STATE/COUNTY-  OR/CROOK
 QD0331  USGS QUAD   -  PRINEVILLE (1992)
 QD0331
 QD0331                         *CURRENT SURVEY CONTROL
 QD0331  ___________________________________________________________________
 QD0331* NAD 83(1986)-  44 16 40.     (N)    120 48 01.     (W)     SCALED    
 QD0331* NAVD 88     -       922.508  (meters)    3026.59   (feet)  ADJUSTED  
 QD0331  ___________________________________________________________________
 QD0331  GEOID HEIGHT-         -20.41  (meters)                     GEOID03
 QD0331  DYNAMIC HT  -         922.202 (meters)    3025.59  (feet)  COMP
 QD0331  MODELED GRAV-     980,255.8   (mgal)                       NAVD 88
 QD0331
 QD0331  VERT ORDER  -  FIRST     CLASS II
 QD0331
 QD0331.The horizontal coordinates were scaled from a topographic map and have
 QD0331.an estimated accuracy of +/- 6 seconds.
 QD0331
 QD0331.The orthometric height was determined by differential leveling
 QD0331.and adjusted in June 1991.
 QD0331
 QD0331.The geoid height was determined by GEOID03.
 QD0331
 QD0331.The dynamic height is computed by dividing the NAVD 88
 QD0331.geopotential number by the normal gravity value computed on the
 QD0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0331.degrees latitude (g = 980.6199 gals.).
 QD0331
 QD0331.The modeled gravity was interpolated from observed gravity values.
 QD0331
 QD0331;                    North         East    Units  Estimated Accuracy
 QD0331;SPC OR S     -   290,110.    1,476,030.      MT  (+/- 180 meters Scaled)
 QD0331
 QD0331                          SUPERSEDED SURVEY CONTROL
 QD0331
 QD0331  NGVD 29 (??/??/92)  921.383  (m)         3022.90   (f) ADJ UNCH    1 2
 QD0331
 QD0331.Superseded values are not recommended for survey control.
 QD0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0331.See file dsdata.txt to determine how the superseded data were derived.
 QD0331
 QD0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ755050(NAD 83)
 QD0331_MARKER: DB = BENCH MARK DISK
 QD0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD0331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QD0331_STAMPING: E 483 1941
 QD0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0331+STABILITY: SURFACE MOTION
 QD0331
 QD0331  HISTORY     - Date     Condition        Report By
 QD0331  HISTORY     - 1941     MONUMENTED       CGS
 QD0331
 QD0331                          STATION DESCRIPTION
 QD0331
 QD0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 QD0331'3.24 MI SE FROM PRINEVILLE.
 QD0331'ABOUT 3.24 MILES SOUTHEAST ALONG THE PRINEVILLE-PAULINA ROAD FROM THE
 QD0331'COURTHOUSE AT PRINEVILLE, CROOK COUNTY, 0.23 MILES WEST OF CURVE WHERE
 QD0331'ROAD ASCENDS TO EAST, 45 FEET NORTH OF CENTER OF ROAD, 3 FEET SOUTH OF
 QD0331'FENCE LINE.  A STANDARD DISK SET.  WITNESS POST SET BY MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC0359 ***********************************************************************
 SC0359  DESIGNATION -  E 484
 SC0359  PID         -  SC0359
 SC0359  STATE/COUNTY-  OR/COLUMBIA
 SC0359  USGS QUAD   -  COAL CREEK (1985)
 SC0359
 SC0359                         *CURRENT SURVEY CONTROL
 SC0359  ___________________________________________________________________
 SC0359* NAD 83(1986)-  46 08 41.     (N)    123 03 17.     (W)     SCALED    
 SC0359* NAVD 88     -         7.878  (meters)      25.85   (feet)  ADJUSTED  
 SC0359  ___________________________________________________________________
 SC0359  GEOID HEIGHT-         -21.18  (meters)                     GEOID03
 SC0359  DYNAMIC HT  -           7.879 (meters)      25.85  (feet)  COMP
 SC0359  MODELED GRAV-     980,728.3   (mgal)                       NAVD 88
 SC0359
 SC0359  VERT ORDER  -  FIRST     CLASS II
 SC0359
 SC0359.The horizontal coordinates were scaled from a topographic map and have
 SC0359.an estimated accuracy of +/- 6 seconds.
 SC0359
 SC0359.The orthometric height was determined by differential leveling
 SC0359.and adjusted in June 1991.
 SC0359
 SC0359.The geoid height was determined by GEOID03.
 SC0359
 SC0359.The dynamic height is computed by dividing the NAVD 88
 SC0359.geopotential number by the normal gravity value computed on the
 SC0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0359.degrees latitude (g = 980.6199 gals.).
 SC0359
 SC0359.The modeled gravity was interpolated from observed gravity values.
 SC0359
 SC0359;                    North         East    Units  Estimated Accuracy
 SC0359;SPC OR N     -   278,500.    2,302,640.      MT  (+/- 180 meters Scaled)
 SC0359
 SC0359                          SUPERSEDED SURVEY CONTROL
 SC0359
 SC0359  NGVD 29 (??/??/92)    6.886  (m)           22.59   (f) ADJ UNCH    1 2
 SC0359
 SC0359.Superseded values are not recommended for survey control.
 SC0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0359.See file dsdata.txt to determine how the superseded data were derived.
 SC0359
 SC0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS957101(NAD 83)
 SC0359_MARKER: DB = BENCH MARK DISK
 SC0359_SETTING: 80 = SET IN A BOULDER
 SC0359_SP_SET: BOULDER
 SC0359_STAMPING: E 484 1941
 SC0359_MARK LOGO: CGS   
 SC0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0359+STABILITY: SURFACE MOTION
 SC0359
 SC0359  HISTORY     - Date     Condition        Report By
 SC0359  HISTORY     - 1941     MONUMENTED       CGS
 SC0359  HISTORY     - 1952     GOOD             USGS
 SC0359  HISTORY     - 1987     GOOD             NGS
 SC0359
 SC0359                          STATION DESCRIPTION
 SC0359
 SC0359'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 SC0359'7.1 MI W FROM RAINIER.
 SC0359'ABOUT 7.1 MILES WESTERLY ALONG THE SPOKANE,
 SC0359'PORTLAND AND SEATTLE RY. FROM THE STATION AT RAINIER, COLUMBIA COUNTY,
 SC0359'ABOUT 310 FEET SOUTHEAST OF CULVERT 52.96, AT THE FOOT OF A HIGH
 SC0359'CLIFF, DIRECTLY SOUTHWEST OF AN OLD BARN (THE ONLY BUILDING VISIBLE)
 SC0359'ON AN ISLAND IN THE COLUMBIA RIVER, 12 FEET SOUTHWEST OF THE
 SC0359'CENTERLINE OF THE TRACK AND IN THE TOP OF A LARGE BOULDER.  A STANDARD
 SC0359'DISK STAMPED E 484 1941.
 SC0359
 SC0359                          STATION RECOVERY (1987)
 SC0359
 SC0359'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SC0359'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  0.5 KM
 SC0359'(0.30 MI) NORTHEAST ALONG STATE HIGHWAY 433 FROM THE JUNCTION OF U.S.
 SC0359'HIGHWAY 30 AT THE WEST EDGE OF RAINIER, THENCE 8.8 KM (5.45 MI)
 SC0359'NORTHWESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD, IN A 4.0 BY 4.0
 SC0359'FOOT BOULDER, 0.2 KM (0.10 MI) SOUTHEAST OF MILEPOST 53, 94.5 M
 SC0359'(310.0 FT) SOUTHEAST OF THE SOUTHEAST END OF CULVERT NUMBER 5296, AND
 SC0359'3.1 M (10.2 FT) SOUTHWEST OF THE NEAR RAIL.  NOTE--NOT LEVELED TO
 SC0359'THIS SURVEY.
 SC0359'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0096 ***********************************************************************
 RD0096  DESIGNATION -  E 485
 RD0096  PID         -  RD0096
 RD0096  STATE/COUNTY-  OR/MULTNOMAH
 RD0096  USGS QUAD   -  MULTNOMAH FALLS (1994)
 RD0096
 RD0096                         *CURRENT SURVEY CONTROL
 RD0096  ___________________________________________________________________
 RD0096* NAD 83(1986)-  45 36 02.     (N)    122 02 55.     (W)     SCALED    
 RD0096* NAVD 88     -        16.776  (meters)      55.04   (feet)  ADJUSTED  
 RD0096  ___________________________________________________________________
 RD0096  GEOID HEIGHT-         -21.95  (meters)                     GEOID03
 RD0096  DYNAMIC HT  -          16.775 (meters)      55.04  (feet)  COMP
 RD0096  MODELED GRAV-     980,579.9   (mgal)                       NAVD 88
 RD0096
 RD0096  VERT ORDER  -  FIRST     CLASS II
 RD0096
 RD0096.The horizontal coordinates were scaled from a topographic map and have
 RD0096.an estimated accuracy of +/- 6 seconds.
 RD0096
 RD0096.The orthometric height was determined by differential leveling
 RD0096.and adjusted in June 1991.
 RD0096
 RD0096.The geoid height was determined by GEOID03.
 RD0096
 RD0096.The dynamic height is computed by dividing the NAVD 88
 RD0096.geopotential number by the normal gravity value computed on the
 RD0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0096.degrees latitude (g = 980.6199 gals.).
 RD0096
 RD0096.The modeled gravity was interpolated from observed gravity values.
 RD0096
 RD0096;                    North         East    Units  Estimated Accuracy
 RD0096;SPC OR N     -   216,060.    2,379,200.      MT  (+/- 180 meters Scaled)
 RD0096
 RD0096                          SUPERSEDED SURVEY CONTROL
 RD0096
 RD0096  NGVD 29 (??/??/92)   15.764  (m)           51.72   (f) ADJ UNCH    1 2
 RD0096
 RD0096.Superseded values are not recommended for survey control.
 RD0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0096.See file dsdata.txt to determine how the superseded data were derived.
 RD0096
 RD0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER741501(NAD 83)
 RD0096_MARKER: DB = BENCH MARK DISK
 RD0096_SETTING: 80 = SET IN A BOULDER
 RD0096_SP_SET: BOULDER
 RD0096_STAMPING: E 485 1941
 RD0096_MARK LOGO: CGS   
 RD0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0096+STABILITY: SURFACE MOTION
 RD0096_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RD0096+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2004
 RD0096
 RD0096  HISTORY     - Date     Condition        Report By
 RD0096  HISTORY     - 1941     MONUMENTED       CGS
 RD0096  HISTORY     - 1956     GOOD             NGS
 RD0096  HISTORY     - 1984     POOR             USGS
 RD0096  HISTORY     - 1987     GOOD             NGS
 RD0096  HISTORY     - 20040726 GOOD             USPSQD
 RD0096
 RD0096                          STATION DESCRIPTION
 RD0096
 RD0096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 RD0096'5.1 MI SW FROM BONNEVILLE JUNCTION.
 RD0096'5.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 30 FROM THE EAST END OF THE
 RD0096'HIGHWAY BRIDGE OVER TANNER CREEK AT BONNEVILLE JUNCTION, IN T 1 N - R
 RD0096'6 E, 0.7 MILE WEST OF DOBSON, ALONG THE UNION PACIFIC RAILROAD, AT A
 RD0096'CONCRETE HIGHWAY BRIDGE OVER THE RAILROAD TRACK, 17.8 FEET SOUTHWEST
 RD0096'OF THE THIRD CONCRETE PILLAR SOUTHEAST OF THE NORTHWEST END OF THE
 RD0096'BRIDGE, 16.9 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE SIDE TRACK,
 RD0096'10.3 FEET SOUTHEAST OF A FENCE, ABOUT LEVEL WITH THE TRACK, AND SET IN
 RD0096'THE TOP OF THE CENTER OF A 3- BY 5-FOOT BOULDER PROJECTING 1 FOOT
 RD0096'ABOVE THE GROUND.
 RD0096
 RD0096                          STATION RECOVERY (1984)
 RD0096
 RD0096'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 RD0096'MARK RECOVERED IN POOR CONDITION.
 RD0096
 RD0096                          STATION RECOVERY (1987)
 RD0096
 RD0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD0096'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  7.5 KM
 RD0096'(4.65 MI) WEST ALONG INTERSTATE HIGHWAY 84 FROM THE BRIDGE OVER TANNER
 RD0096'CREEK IN BONNEVILLE, THENCE 0.48 KM (0.30 MI) SOUTHWEST ALONG SCENIC
 RD0096'HIGHWAY (OLD HIGHWAY 30), UNDER THE INTERSTATE HIGHWAY 84 WESTBOUND
 RD0096'OVERPASS, IN TOP AND CENTER OF A 3 BY 5 FT BOULDER UNDER A FENCE AND
 RD0096'PROJECTING 0.2 M (0.7 FT) ABOVE GROUND, 36.6 M (120.1 FT) NORTH OF
 RD0096'THE CENTERLINE OF SCENIC HIGHWAY, 5.5 M (18.0 FT) WEST OF THE 3RD
 RD0096'PIER EAST OF THE WEST END OF THE WESTBOUND OVERPASS, 4.6 M (15.1 FT)
 RD0096'NORTH OF THE 2ND PIER EAST OF THE WEST END OF THE EASTBOUND OVERPASS,
 RD0096'5.2 M (17.1 FT) NORTHWEST OF THE NORTHWEST RAIL OF THE UNION PACIFIC
 RD0096'RAILROAD, 0.1 M (0.3 FT) EAST OF A FENCE.
 RD0096'THE MARK IS 4.6 M BELOW THE HIGHWAY.
 RD0096
 RD0096                          STATION RECOVERY (2004)
 RD0096
 RD0096'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 RD0096'FENCE HAS BEEN REMOVED. FOUND UNDER 1 INCH OF DIRT
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0649 ***********************************************************************
 PC0649  DESIGNATION -  E 487
 PC0649  PID         -  PC0649
 PC0649  STATE/COUNTY-  OR/KLAMATH
 PC0649  USGS QUAD   -  PUMICE DESERT EAST (1985)
 PC0649
 PC0649                         *CURRENT SURVEY CONTROL
 PC0649  ___________________________________________________________________
 PC0649* NAD 83(1986)-  43 05 15.     (N)    122 00 16.     (W)     SCALED    
 PC0649* NAVD 88     -      1606.334  (meters)    5270.11   (feet)  ADJUSTED  
 PC0649  ___________________________________________________________________
 PC0649  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 PC0649  DYNAMIC HT  -        1605.384 (meters)    5267.00  (feet)  COMP
 PC0649  MODELED GRAV-     979,971.9   (mgal)                       NAVD 88
 PC0649
 PC0649  VERT ORDER  -  FIRST     CLASS II
 PC0649
 PC0649.The horizontal coordinates were scaled from a topographic map and have
 PC0649.an estimated accuracy of +/- 6 seconds.
 PC0649
 PC0649.The orthometric height was determined by differential leveling
 PC0649.and adjusted in June 1991.
 PC0649
 PC0649.The geoid height was determined by GEOID03.
 PC0649
 PC0649.The dynamic height is computed by dividing the NAVD 88
 PC0649.geopotential number by the normal gravity value computed on the
 PC0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0649.degrees latitude (g = 980.6199 gals.).
 PC0649
 PC0649.The modeled gravity was interpolated from observed gravity values.
 PC0649
 PC0649;                    North         East    Units  Estimated Accuracy
 PC0649;SPC OR S     -   158,930.    1,377,520.      MT  (+/- 180 meters Scaled)
 PC0649
 PC0649                          SUPERSEDED SURVEY CONTROL
 PC0649
 PC0649  NGVD 29 (??/??/92) 1604.994  (m)         5265.72   (f) ADJ UNCH    1 2
 PC0649
 PC0649.Superseded values are not recommended for survey control.
 PC0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0649.See file dsdata.txt to determine how the superseded data were derived.
 PC0649
 PC0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN810710(NAD 83)
 PC0649_MARKER: DB = BENCH MARK DISK
 PC0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0649_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PC0649_STAMPING: E 487 1941
 PC0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0649+STABILITY: SURFACE MOTION
 PC0649
 PC0649  HISTORY     - Date     Condition        Report By
 PC0649  HISTORY     - 1941     MONUMENTED       CGS
 PC0649  HISTORY     - 1965     MARK NOT FOUND   NGS
 PC0649
 PC0649                          STATION DESCRIPTION
 PC0649
 PC0649'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 PC0649'9.2 MI W FROM DIAMOND-CRATER LAKE JCT.
 PC0649'ALONG STATE HIGHWAY 230, 9.2 MILES WEST OF JUNCTION WITH U. S. HIGHWAY
 PC0649'97, 100 FEET WEST OF SURVEY STATION 480 00, 42 FEET NORTH OF CENTER OF
 PC0649'THE HIGHWAY, WITNESS POST MARKED USBM.
 PC0649
 PC0649                          STATION RECOVERY (1965)
 PC0649
 PC0649'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 PC0649'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0650 ***********************************************************************
 PC0650  DESIGNATION -  E 487 RESET
 PC0650  PID         -  PC0650
 PC0650  STATE/COUNTY-  OR/KLAMATH
 PC0650  USGS QUAD   -  PUMICE DESERT EAST (1985)
 PC0650
 PC0650                         *CURRENT SURVEY CONTROL
 PC0650  ___________________________________________________________________
 PC0650* NAD 83(1986)-  43 05 15.     (N)    122 00 16.     (W)     SCALED    
 PC0650* NAVD 88     -      1606.33   (meters)    5270.1    (feet)  RESET     
 PC0650  ___________________________________________________________________
 PC0650  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 PC0650  VERT ORDER  -  THIRD
 PC0650
 PC0650.The horizontal coordinates were scaled from a topographic map and have
 PC0650.an estimated accuracy of +/- 6 seconds.
 PC0650
 PC0650.The orthometric height was computed from unverified reset data.
 PC0650
 PC0650.The geoid height was determined by GEOID03.
 PC0650
 PC0650;                    North         East    Units  Estimated Accuracy
 PC0650;SPC OR S     -   158,930.    1,377,520.      MT  (+/- 180 meters Scaled)
 PC0650
 PC0650                          SUPERSEDED SURVEY CONTROL
 PC0650
 PC0650.No superseded survey control is available for this station.
 PC0650
 PC0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN810710(NAD 83)
 PC0650_MARKER: DB = BENCH MARK DISK
 PC0650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0650_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PC0650_STAMPING: E 487 RESET 1961
 PC0650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0650+STABILITY: SURFACE MOTION
 PC0650
 PC0650  HISTORY     - Date     Condition        Report By
 PC0650  HISTORY     - 1961     MONUMENTED       CGS
 PC0650
 PC0650                          STATION DESCRIPTION
 PC0650
 PC0650'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 PC0650'4.0 MI S FROM BEAVER MARSH.
 PC0650'FROM BEAVER MARSH GO SOUTH ON U.S. HIGHWAY 97 FOR ABOUT 4 MILES TO THE
 PC0650'JUNCTION WITH STATE HIGHWAY 230, TURN RIGHT, GO WEST, ON STATE HIGHWAY
 PC0650'230 FOR 9.2 MILES, THIS IS ABOUT 100 FEET WEST OF HIGHWAY SURVEY
 PC0650'STATION 480X00, BENCH MARK IS 79 FEET NORTH OF THE CENTER OF THE
 PC0650'HIGHWAY, 35 FEET NORTH OF THE LOCATION OF THE ORIGINAL MARK, 1 FOOT
 PC0650'WEST OF A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 PC0650'PROJECTING ABOUT 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0789 ***********************************************************************
 RA0789  DESIGNATION -  E 488
 RA0789  PID         -  RA0789
 RA0789  STATE/COUNTY-  OR/UNION
 RA0789  USGS QUAD   -  TELOCASET (1993)
 RA0789
 RA0789                         *CURRENT SURVEY CONTROL
 RA0789  ___________________________________________________________________
 RA0789* NAD 83(1986)-  45 05 18.     (N)    117 48 53.     (W)     SCALED    
 RA0789* NAVD 88     -      1040.113  (meters)    3412.44   (feet)  ADJUSTED  
 RA0789  ___________________________________________________________________
 RA0789  GEOID HEIGHT-         -17.03  (meters)                     GEOID03
 RA0789  DYNAMIC HT  -        1039.816 (meters)    3411.46  (feet)  COMP
 RA0789  MODELED GRAV-     980,295.8   (mgal)                       NAVD 88
 RA0789
 RA0789  VERT ORDER  -  FIRST     CLASS II
 RA0789
 RA0789.The horizontal coordinates were scaled from a topographic map and have
 RA0789.an estimated accuracy of +/- 6 seconds.
 RA0789
 RA0789.The orthometric height was determined by differential leveling
 RA0789.and adjusted in June 1991.
 RA0789
 RA0789.The geoid height was determined by GEOID03.
 RA0789
 RA0789.The dynamic height is computed by dividing the NAVD 88
 RA0789.geopotential number by the normal gravity value computed on the
 RA0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0789.degrees latitude (g = 980.6199 gals.).
 RA0789
 RA0789.The modeled gravity was interpolated from observed gravity values.
 RA0789
 RA0789;                    North         East    Units  Estimated Accuracy
 RA0789;SPC OR N     -   161,490.    2,711,340.      MT  (+/- 180 meters Scaled)
 RA0789
 RA0789                          SUPERSEDED SURVEY CONTROL
 RA0789
 RA0789  NGVD 29 (??/??/92) 1038.991  (m)         3408.76   (f) ADJ UNCH    1 2
 RA0789
 RA0789.Superseded values are not recommended for survey control.
 RA0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0789.See file dsdata.txt to determine how the superseded data were derived.
 RA0789
 RA0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK358930(NAD 83)
 RA0789_MARKER: DB = BENCH MARK DISK
 RA0789_SETTING: 66 = SET IN ROCK OUTCROP
 RA0789_SP_SET: LARGE ROCK
 RA0789_STAMPING: E 488 1941
 RA0789_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA0789+STABILITY: POSITION/ELEVATION WELL
 RA0789
 RA0789  HISTORY     - Date     Condition        Report By
 RA0789  HISTORY     - 1941     MONUMENTED       CGS
 RA0789
 RA0789                          STATION DESCRIPTION
 RA0789
 RA0789'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 RA0789'0.95 MI SE FROM TELOCASET.
 RA0789'ABOUT 0.95 MILE SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM
 RA0789'TELOCASET, UNION COUNTY, ABOUT 0.1 MILE SOUTH OF A ROAD CROSSING AND
 RA0789'CATTLE GUARD, 135 FEET NORTH OF THE NORTH END OF A CURVE IN A ROAD
 RA0789'PARALLELING THE TRACK, 36 FEET WEST OF THE CENTER LINE OF THE TRACK,
 RA0789'21 FEET EAST OF THE CENTER LINE OF THE ROAD, IN THE TOP OF A LARGE
 RA0789'ROCK, ABOUT 7 FEET HIGHER THAN THE TRACK, NEAR A WHITE WOODEN WITNESS
 RA0789'POST, AND 3 FEET NORTH OF E 488 R, DESCRIBED BELOW.  A STANDARD DISK,
 RA0789'STAMPED E 488 1941.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0790 ***********************************************************************
 RA0790  DESIGNATION -  E 488 R
 RA0790  PID         -  RA0790
 RA0790  STATE/COUNTY-  OR/UNION
 RA0790  USGS QUAD   -  TELOCASET (1993)
 RA0790
 RA0790                         *CURRENT SURVEY CONTROL
 RA0790  ___________________________________________________________________
 RA0790* NAD 83(1986)-  45 05 18.     (N)    117 48 54.     (W)     SCALED    
 RA0790* NAVD 88     -      1039.919  (meters)    3411.80   (feet)  ADJUSTED  
 RA0790  ___________________________________________________________________
 RA0790  GEOID HEIGHT-         -17.03  (meters)                     GEOID03
 RA0790  DYNAMIC HT  -        1039.622 (meters)    3410.83  (feet)  COMP
 RA0790  MODELED GRAV-     980,295.8   (mgal)                       NAVD 88
 RA0790
 RA0790  VERT ORDER  -  FIRST     CLASS II
 RA0790
 RA0790.The horizontal coordinates were scaled from a topographic map and have
 RA0790.an estimated accuracy of +/- 6 seconds.
 RA0790
 RA0790.The orthometric height was determined by differential leveling
 RA0790.and adjusted in June 1991.
 RA0790
 RA0790.The geoid height was determined by GEOID03.
 RA0790
 RA0790.The dynamic height is computed by dividing the NAVD 88
 RA0790.geopotential number by the normal gravity value computed on the
 RA0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0790.degrees latitude (g = 980.6199 gals.).
 RA0790
 RA0790.The modeled gravity was interpolated from observed gravity values.
 RA0790
 RA0790;                    North         East    Units  Estimated Accuracy
 RA0790;SPC OR N     -   161,490.    2,711,320.      MT  (+/- 180 meters Scaled)
 RA0790
 RA0790                          SUPERSEDED SURVEY CONTROL
 RA0790
 RA0790  NGVD 29 (??/??/92) 1038.797  (m)         3408.12   (f) ADJ UNCH    1 2
 RA0790
 RA0790.Superseded values are not recommended for survey control.
 RA0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0790.See file dsdata.txt to determine how the superseded data were derived.
 RA0790
 RA0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK358930(NAD 83)
 RA0790_MARKER: DB = BENCH MARK DISK
 RA0790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RA0790_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RA0790_STAMPING: E 488 R 1941
 RA0790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0790+STABILITY: SURFACE MOTION
 RA0790
 RA0790  HISTORY     - Date     Condition        Report By
 RA0790  HISTORY     - 1941     MONUMENTED       CGS
 RA0790
 RA0790                          STATION DESCRIPTION
 RA0790
 RA0790'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 RA0790'0.95 MI SE FROM TELOCASET.
 RA0790'ABOUT 0.95 MILE SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM
 RA0790'TELOCASET, UNION COUNTY, AND ABOUT 3 FEET SOUTH OF BENCH MARK E 488,
 RA0790'DESCRIBED ABOVE.  A STANDARD DISK, STAMPED E 488 R 1941 AND SET IN THE
 RA0790'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0932 ***********************************************************************
 QB0932  DESIGNATION -  E 489
 QB0932  PID         -  QB0932
 QB0932  STATE/COUNTY-  OR/BAKER
 QB0932  USGS QUAD   -  OXMAN (1994)
 QB0932
 QB0932                         *CURRENT SURVEY CONTROL
 QB0932  ___________________________________________________________________
 QB0932* NAD 83(1986)-  44 38 52.     (N)    117 33 55.     (W)     SCALED    
 QB0932* NAVD 88     -      1025.322  (meters)    3363.91   (feet)  ADJUSTED  
 QB0932  ___________________________________________________________________
 QB0932  GEOID HEIGHT-         -16.90  (meters)                     GEOID03
 QB0932  DYNAMIC HT  -        1024.971 (meters)    3362.76  (feet)  COMP
 QB0932  MODELED GRAV-     980,240.6   (mgal)                       NAVD 88
 QB0932
 QB0932  VERT ORDER  -  FIRST     CLASS II
 QB0932
 QB0932.The horizontal coordinates were scaled from a topographic map and have
 QB0932.an estimated accuracy of +/- 6 seconds.
 QB0932
 QB0932.The orthometric height was determined by differential leveling
 QB0932.and adjusted in June 1991.
 QB0932
 QB0932.The geoid height was determined by GEOID03.
 QB0932
 QB0932.The dynamic height is computed by dividing the NAVD 88
 QB0932.geopotential number by the normal gravity value computed on the
 QB0932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0932.degrees latitude (g = 980.6199 gals.).
 QB0932
 QB0932.The modeled gravity was interpolated from observed gravity values.
 QB0932
 QB0932;                    North         East    Units  Estimated Accuracy
 QB0932;SPC OR N     -   113,250.    2,732,740.      MT  (+/- 180 meters Scaled)
 QB0932
 QB0932                          SUPERSEDED SURVEY CONTROL
 QB0932
 QB0932  NGVD 29 (??/??/92) 1024.178  (m)         3360.16   (f) ADJ UNCH    1 2
 QB0932
 QB0932.Superseded values are not recommended for survey control.
 QB0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0932.See file dsdata.txt to determine how the superseded data were derived.
 QB0932
 QB0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK551439(NAD 83)
 QB0932_MARKER: DB = BENCH MARK DISK
 QB0932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0932_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0932_STAMPING: E 489 1941
 QB0932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0932+STABILITY: SURFACE MOTION
 QB0932
 QB0932  HISTORY     - Date     Condition        Report By
 QB0932  HISTORY     - 1941     MONUMENTED       CGS
 QB0932  HISTORY     - 1967     MARK NOT FOUND   USGS
 QB0932
 QB0932                          STATION DESCRIPTION
 QB0932
 QB0932'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 QB0932'3.8 MI SE FROM PLEASANT VALLEY.
 QB0932'ABOUT 3.8 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM
 QB0932'PLEASANT VALLEY, BAKER COUNTY, AT ROAD CROSSING 359.3, 18 FEET WEST OF
 QB0932'THE CENTER LINE OF THE ROAD, 20 FEET SOUTH OF THE CENTER LINE OF THE
 QB0932'TRACK, AND NEAR A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED
 QB0932'E 489 1941 AND SET IN THE TOP OF A CONCRETE POST.
 QB0932
 QB0932                          STATION RECOVERY (1967)
 QB0932
 QB0932'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 QB0932'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1047 ***********************************************************************
 RD1047  DESIGNATION -  E 49
 RD1047  PID         -  RD1047
 RD1047  STATE/COUNTY-  OR/TILLAMOOK
 RD1047  USGS QUAD   -  BEAVER (1985)
 RD1047
 RD1047                         *CURRENT SURVEY CONTROL
 RD1047  ___________________________________________________________________
 RD1047* NAD 83(1986)-  45 16 37.     (N)    123 49 48.     (W)     SCALED    
 RD1047* NAVD 88     -        26.349  (meters)      86.45   (feet)  ADJUSTED  
 RD1047  ___________________________________________________________________
 RD1047  GEOID HEIGHT-         -22.11  (meters)                     GEOID03
 RD1047  DYNAMIC HT  -          26.350 (meters)      86.45  (feet)  COMP
 RD1047  MODELED GRAV-     980,668.4   (mgal)                       NAVD 88
 RD1047
 RD1047  VERT ORDER  -  FIRST     CLASS II
 RD1047
 RD1047.The horizontal coordinates were scaled from a topographic map and have
 RD1047.an estimated accuracy of +/- 6 seconds.
 RD1047
 RD1047.The orthometric height was determined by differential leveling
 RD1047.and adjusted in June 1991.
 RD1047
 RD1047.The geoid height was determined by GEOID03.
 RD1047
 RD1047.The dynamic height is computed by dividing the NAVD 88
 RD1047.geopotential number by the normal gravity value computed on the
 RD1047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1047.degrees latitude (g = 980.6199 gals.).
 RD1047
 RD1047.The modeled gravity was interpolated from observed gravity values.
 RD1047
 RD1047;                    North         East    Units  Estimated Accuracy
 RD1047;SPC OR N     -   184,320.    2,238,810.      MT  (+/- 180 meters Scaled)
 RD1047
 RD1047                          SUPERSEDED SURVEY CONTROL
 RD1047
 RD1047  NGVD 29 (??/??/92)   25.30   (m)           83.0    (f) COMPUTED    1 2
 RD1047
 RD1047.Superseded values are not recommended for survey control.
 RD1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1047.See file dsdata.txt to determine how the superseded data were derived.
 RD1047
 RD1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR348140(NAD 83)
 RD1047_MARKER: DD = SURVEY DISK
 RD1047_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RD1047_SP_SET: BRIDGE
 RD1047_STAMPING: E 49 1930
 RD1047_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RD1047
 RD1047  HISTORY     - Date     Condition        Report By
 RD1047  HISTORY     - 1930     MONUMENTED       ORDT
 RD1047  HISTORY     - 1930     GOOD             NGS
 RD1047  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 RD1047
 RD1047                          STATION DESCRIPTION
 RD1047
 RD1047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1930
 RD1047'4.4 MI N FROM HEBO.
 RD1047'ON WEST WINGWALL AT NORTHEAST CORNER OF 18 FT. CONCRETE HIGHWAY BRIDGE
 RD1047'OVER WEST CREEK.
 RD1047
 RD1047                          STATION RECOVERY (1990)
 RD1047
 RD1047'RECOVERY NOTE BY US POWER SQUADRON 1990 (KRN)
 RD1047'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0664 ***********************************************************************
 QB0664  DESIGNATION -  E 490
 QB0664  PID         -  QB0664
 QB0664  STATE/COUNTY-  OR/BAKER
 QB0664  USGS QUAD   -  LIME (1988)
 QB0664
 QB0664                         *CURRENT SURVEY CONTROL
 QB0664  ___________________________________________________________________
 QB0664* NAD 83(1986)-  44 26 32.     (N)    117 19 33.     (W)     SCALED    
 QB0664* NAVD 88     -       693.997  (meters)    2276.89   (feet)  ADJUSTED  
 QB0664  ___________________________________________________________________
 QB0664  GEOID HEIGHT-         -16.98  (meters)                     GEOID03
 QB0664  DYNAMIC HT  -         693.798 (meters)    2276.24  (feet)  COMP
 QB0664  MODELED GRAV-     980,309.0   (mgal)                       NAVD 88
 QB0664
 QB0664  VERT ORDER  -  FIRST     CLASS II
 QB0664
 QB0664.The horizontal coordinates were scaled from a topographic map and have
 QB0664.an estimated accuracy of +/- 6 seconds.
 QB0664
 QB0664.The orthometric height was determined by differential leveling
 QB0664.and adjusted in June 1991.
 QB0664
 QB0664.The geoid height was determined by GEOID03.
 QB0664
 QB0664.The dynamic height is computed by dividing the NAVD 88
 QB0664.geopotential number by the normal gravity value computed on the
 QB0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0664.degrees latitude (g = 980.6199 gals.).
 QB0664
 QB0664.The modeled gravity was interpolated from observed gravity values.
 QB0664
 QB0664;                    North         East    Units  Estimated Accuracy
 QB0664;SPC OR N     -    91,150.    2,752,620.      MT  (+/- 180 meters Scaled)
 QB0664
 QB0664                          SUPERSEDED SURVEY CONTROL
 QB0664
 QB0664  NGVD 29 (??/??/92)  692.974  (m)         2273.53   (f) ADJ UNCH    1 2
 QB0664
 QB0664.Superseded values are not recommended for survey control.
 QB0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0664.See file dsdata.txt to determine how the superseded data were derived.
 QB0664
 QB0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK740210(NAD 83)
 QB0664_MARKER: DB = BENCH MARK DISK
 QB0664_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QB0664_SP_SET: ABUTMENT
 QB0664_STAMPING: E 490 1941
 QB0664_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QB0664_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QB0664+SATELLITE: SATELLITE OBSERVATIONS - December 24, 2003
 QB0664
 QB0664  HISTORY     - Date     Condition        Report By
 QB0664  HISTORY     - 1941     MONUMENTED       CGS
 QB0664  HISTORY     - 20031224 GOOD             ORDT
 QB0664
 QB0664                          STATION DESCRIPTION
 QB0664
 QB0664'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 QB0664'4.7 MI SE FROM WEATHERBY.
 QB0664'ABOUT 4.7 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM
 QB0664'WEATHERBY, BAKER COUNTY, ABOUT 2.6 MILES NORTH OF LIME, AT BRIDGE
 QB0664'382.02 OVER BURNT RIVER, AND IN THE TOP OF THE EAST END OF THE SOUTH
 QB0664'ABUTMENT.  A STANDARD DISK, STAMPED E 490 1941.
 QB0664
 QB0664                          STATION RECOVERY (2003)
 QB0664
 QB0664'RECOVERY NOTE BY OREGON DEPARTMENT OF TRANSPORTATION 2003 (MAS)
 QB0664'THE ORIGINAL RR BRIDGE ABUTMENT HAS A NEW CONCRETE CAP, WITH AN 8INCH
 QB0664'X 8INCH SQUARE HOLE, APPROX. 15 INCHES DEEP, WHICH CONTAINS STD. DISK
 QB0664'E490.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0909 ***********************************************************************
 RC0909  DESIGNATION -  E 491
 RC0909  PID         -  RC0909
 RC0909  STATE/COUNTY-  OR/WASCO
 RC0909  USGS QUAD   -  STACKER BUTTE (1994)
 RC0909
 RC0909                         *CURRENT SURVEY CONTROL
 RC0909  ___________________________________________________________________
 RC0909* NAD 83(1986)-  45 38 48.     (N)    121 01 14.     (W)     SCALED    
 RC0909* NAVD 88     -        46.174  (meters)     151.49   (feet)  ADJUSTED  
 RC0909  ___________________________________________________________________
 RC0909  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 RC0909  DYNAMIC HT  -          46.173 (meters)     151.49  (feet)  COMP
 RC0909  MODELED GRAV-     980,600.6   (mgal)                       NAVD 88
 RC0909
 RC0909  VERT ORDER  -  FIRST     CLASS II
 RC0909
 RC0909.The horizontal coordinates were scaled from a topographic map and have
 RC0909.an estimated accuracy of +/- 6 seconds.
 RC0909
 RC0909.The orthometric height was determined by differential leveling
 RC0909.and adjusted in June 1991.
 RC0909
 RC0909.The geoid height was determined by GEOID03.
 RC0909
 RC0909.The dynamic height is computed by dividing the NAVD 88
 RC0909.geopotential number by the normal gravity value computed on the
 RC0909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0909.degrees latitude (g = 980.6199 gals.).
 RC0909
 RC0909.The modeled gravity was interpolated from observed gravity values.
 RC0909
 RC0909;                    North         East    Units  Estimated Accuracy
 RC0909;SPC OR N     -   220,160.    2,459,420.      MT  (+/- 180 meters Scaled)
 RC0909
 RC0909                          SUPERSEDED SURVEY CONTROL
 RC0909
 RC0909  NGVD 29 (??/??/92)   45.173  (m)          148.21   (f) ADJ UNCH    1 2
 RC0909
 RC0909.Superseded values are not recommended for survey control.
 RC0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0909.See file dsdata.txt to determine how the superseded data were derived.
 RC0909
 RC0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR542566(NAD 83)
 RC0909_MARKER: DB = BENCH MARK DISK
 RC0909_SETTING: 80 = SET IN A BOULDER
 RC0909_SP_SET: BOULDER
 RC0909_STAMPING: E 491 1941
 RC0909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0909+STABILITY: SURFACE MOTION
 RC0909
 RC0909  HISTORY     - Date     Condition        Report By
 RC0909  HISTORY     - 1941     MONUMENTED       CGS
 RC0909  HISTORY     - 1974     MARK NOT FOUND   NGS
 RC0909
 RC0909                          STATION DESCRIPTION
 RC0909
 RC0909'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 RC0909'9.4 MI E FROM THE DALLES.
 RC0909'9.4 MILES EAST ON U.P. RR. 2.4 MILES WEST OF CELILO 1 POLE WEST OF
 RC0909'MILEPOST 94, 30 FEET NORTH OF CENTERLINE OF COLUMBIA RIVER HIGHWAY, 45
 RC0909'FEET SOUTH OF CENTERLINE OF SOUTH TRACK OF U. P. RAILROAD, 4 FEET
 RC0909'BELOW GRADE, IN RECTANGULAR BOULDER.
 RC0909
 RC0909                          STATION RECOVERY (1974)
 RC0909
 RC0909'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 RC0909'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0601 ***********************************************************************
 NZ0601  DESIGNATION -  E 492
 NZ0601  PID         -  NZ0601
 NZ0601  STATE/COUNTY-  OR/JOSEPHINE
 NZ0601  USGS QUAD   -  BUCKSKIN PEAK (1996)
 NZ0601
 NZ0601                         *CURRENT SURVEY CONTROL
 NZ0601  ___________________________________________________________________
 NZ0601* NAD 83(1986)-  42 02 11.     (N)    123 45 35.     (W)     SCALED    
 NZ0601* NAVD 88     -       514.111  (meters)    1686.71   (feet)  ADJUSTED  
 NZ0601  ___________________________________________________________________
 NZ0601  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 NZ0601  DYNAMIC HT  -         513.878 (meters)    1685.95  (feet)  COMP
 NZ0601  MODELED GRAV-     980,151.9   (mgal)                       NAVD 88
 NZ0601
 NZ0601  VERT ORDER  -  SECOND    CLASS 0
 NZ0601
 NZ0601.The horizontal coordinates were scaled from a topographic map and have
 NZ0601.an estimated accuracy of +/- 6 seconds.
 NZ0601
 NZ0601.The orthometric height was determined by differential leveling
 NZ0601.and adjusted in June 1991.
 NZ0601
 NZ0601.The geoid height was determined by GEOID03.
 NZ0601
 NZ0601.The dynamic height is computed by dividing the NAVD 88
 NZ0601.geopotential number by the normal gravity value computed on the
 NZ0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0601.degrees latitude (g = 980.6199 gals.).
 NZ0601
 NZ0601.The modeled gravity was interpolated from observed gravity values.
 NZ0601
 NZ0601;                    North         East    Units  Estimated Accuracy
 NZ0601;SPC OR S     -    46,320.    1,230,130.      MT  (+/- 180 meters Scaled)
 NZ0601
 NZ0601                          SUPERSEDED SURVEY CONTROL
 NZ0601
 NZ0601  NGVD 29 (??/??/92)  513.105  (m)         1683.41   (f) ADJ UNCH    2 0
 NZ0601
 NZ0601.Superseded values are not recommended for survey control.
 NZ0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0601.See file dsdata.txt to determine how the superseded data were derived.
 NZ0601
 NZ0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM371540(NAD 83)
 NZ0601_MARKER: DB = BENCH MARK DISK
 NZ0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ0601_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NZ0601_STAMPING: E 492 1942
 NZ0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0601+STABILITY: SURFACE MOTION
 NZ0601
 NZ0601  HISTORY     - Date     Condition        Report By
 NZ0601  HISTORY     - 1942     MONUMENTED       CGS
 NZ0601  HISTORY     - 1972     GOOD             NGS
 NZ0601
 NZ0601                          STATION DESCRIPTION
 NZ0601
 NZ0601'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 NZ0601'4.1 MI SW FROM OBRIEN.
 NZ0601'4.1 MILES SOUTHWEST ALONG THE WIMER ROAD, FROM THE JUNCTION OF U.S.
 NZ0601'HIGHWAY 199, AND WIMER ROAD, JUST NORTH OF THE OBRIEN POST OFFICE,
 NZ0601'0.35 MILE SOUTH OF THE BRIDGE OVER ROCK CREEK, 0.15 MILE SOUTH OF
 NZ0601'MILEPOST NO. 4, 200 FEET SOUTH OF THE MCGREW TRAIL, 33 FEET WEST OF
 NZ0601'THE CENTER OF WIMER ROAD, 1 FOOT SOUTH OF A METAL WITNESS POST, AND
 NZ0601'LEVEL WITH THE ROAD, SET IN A 6-INCH SQUARE CONCRETE MONUMENT THAT
 NZ0601'PROJECTS 8-INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0175 ***********************************************************************
 OA0175  DESIGNATION -  E 494
 OA0175  PID         -  OA0175
 OA0175  STATE/COUNTY-  OR/CURRY
 OA0175  USGS QUAD   -  MOUNT EMILY (1989)
 OA0175
 OA0175                         *CURRENT SURVEY CONTROL
 OA0175  ___________________________________________________________________
 OA0175* NAD 83(1986)-  42 05 00.     (N)    124 11 56.     (W)     SCALED    
 OA0175* NAVD 88     -        34.636  (meters)     113.63   (feet)  POSTED    
 OA0175  ___________________________________________________________________
 OA0175  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 OA0175  DYNAMIC HT  -          34.630 (meters)     113.62  (feet)  COMP
 OA0175  MODELED GRAV-     980,312.6   (mgal)                       NAVD 88
 OA0175
 OA0175  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 OA0175
 OA0175.The horizontal coordinates were scaled from a topographic map and have
 OA0175.an estimated accuracy of +/- 6 seconds.
 OA0175
 OA0175.The orthometric height was determined by differential leveling
 OA0175.and adjusted by the  in 1992.
 OA0175.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 OA0175.was located on a no-check spur therefore a value was not computed.
 OA0175.No vertical observational check was made to the station.
 OA0175
 OA0175.The geoid height was determined by GEOID03.
 OA0175
 OA0175.The dynamic height is computed by dividing the NAVD 88
 OA0175.geopotential number by the normal gravity value computed on the
 OA0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0175.degrees latitude (g = 980.6199 gals.).
 OA0175
 OA0175.The modeled gravity was interpolated from observed gravity values.
 OA0175
 OA0175;                    North         East    Units  Estimated Accuracy
 OA0175;SPC OR S     -    53,050.    1,194,020.      MT  (+/- 180 meters Scaled)
 OA0175
 OA0175                          SUPERSEDED SURVEY CONTROL
 OA0175
 OA0175  NGVD 29 (??/??/92)   33.557  (m)          110.09   (f) ADJ UNCH    2 0
 OA0175
 OA0175.Superseded values are not recommended for survey control.
 OA0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0175.See file dsdata.txt to determine how the superseded data were derived.
 OA0175
 OA0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM008597(NAD 83)
 OA0175_MARKER: DB = BENCH MARK DISK
 OA0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OA0175_STAMPING: E 494 1942
 OA0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0175+STABILITY: SURFACE MOTION
 OA0175
 OA0175  HISTORY     - Date     Condition        Report By
 OA0175  HISTORY     - 1942     MONUMENTED       CGS
 OA0175  HISTORY     - 1964     MARK NOT FOUND   NGS
 OA0175  HISTORY     - 19850826 MARK NOT FOUND   USGS
 OA0175
 OA0175                          STATION DESCRIPTION
 OA0175
 OA0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OA0175'6.15 MI E FROM BROOKINGS.
 OA0175'MARK IS LOCATED ABOUT 6.15 MILES EAST OF BROOKINGS POST OFFICE ALONG
 OA0175'THE NORTH BANK ROAD, 30 FEET SOUTH OF CENTERLINE OF ROAD, 30 FEET WEST
 OA0175'OF MILE POST NO. 6.  NOTE-- U.S.B.M. WITNESS POST IS SET NEAR MARK.
 OA0175
 OA0175                          STATION RECOVERY (1964)
 OA0175
 OA0175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 OA0175'MARK NOT FOUND.
 OA0175
 OA0175                          STATION RECOVERY (1985)
 OA0175
 OA0175'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (STB)
 OA0175'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0268 ***********************************************************************
 OA0268  DESIGNATION -  E 495
 OA0268  PID         -  OA0268
 OA0268  STATE/COUNTY-  OR/CURRY
 OA0268  USGS QUAD   -  SUNDOWN MTN (1986)
 OA0268
 OA0268                         *CURRENT SURVEY CONTROL
 OA0268  ___________________________________________________________________
 OA0268* NAD 83(1986)-  42 16 58.     (N)    124 20 37.     (W)     SCALED    
 OA0268* NAVD 88     -        62.042  (meters)     203.55   (feet)  POSTED    
 OA0268  ___________________________________________________________________
 OA0268  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 OA0268  DYNAMIC HT  -          62.020 (meters)     203.48  (feet)  COMP
 OA0268  MODELED GRAV-     980,302.4   (mgal)                       NAVD 88
 OA0268
 OA0268  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 OA0268
 OA0268.The horizontal coordinates were scaled from a topographic map and have
 OA0268.an estimated accuracy of +/- 6 seconds.
 OA0268
 OA0268.The orthometric height was determined by differential leveling
 OA0268.and adjusted by the  in 1992.
 OA0268.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 OA0268.was located on a no-check spur therefore a value was not computed.
 OA0268.No vertical observational check was made to the station.
 OA0268
 OA0268.The geoid height was determined by GEOID03.
 OA0268
 OA0268.The dynamic height is computed by dividing the NAVD 88
 OA0268.geopotential number by the normal gravity value computed on the
 OA0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0268.degrees latitude (g = 980.6199 gals.).
 OA0268
 OA0268.The modeled gravity was interpolated from observed gravity values.
 OA0268
 OA0268;                    North         East    Units  Estimated Accuracy
 OA0268;SPC OR S     -    75,720.    1,183,080.      MT  (+/- 180 meters Scaled)
 OA0268
 OA0268                          SUPERSEDED SURVEY CONTROL
 OA0268
 OA0268  NGVD 29 (??/??/92)   60.943  (m)          199.94   (f) ADJ UNCH    2 0
 OA0268
 OA0268.Superseded values are not recommended for survey control.
 OA0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0268.See file dsdata.txt to determine how the superseded data were derived.
 OA0268
 OA0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCM892820(NAD 83)
 OA0268_MARKER: DB = BENCH MARK DISK
 OA0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OA0268_STAMPING: E 495 1942
 OA0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0268+STABILITY: SURFACE MOTION
 OA0268
 OA0268  HISTORY     - Date     Condition        Report By
 OA0268  HISTORY     - 1942     MONUMENTED       CGS
 OA0268  HISTORY     - 1964     MARK NOT FOUND   NGS
 OA0268  HISTORY     - 1982     MARK NOT FOUND   USGS
 OA0268
 OA0268                          STATION DESCRIPTION
 OA0268
 OA0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OA0268'3.9 MI E FROM PISTOL RIVER.
 OA0268'3.9 MILES EAST OF PISTOL RIVER, 0.1 MILES NORTHWEST OF MILE POST 4, 15
 OA0268'FEET EAST OF A SMALL CREEK, 24 FEET NORTH OF A SHARP CURVE, 1 FOOT
 OA0268'BELOW ROAD LEVEL.  NOTE-- WITNESS POST SET NEARBY.
 OA0268
 OA0268                          STATION RECOVERY (1964)
 OA0268
 OA0268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 OA0268'MARK NOT FOUND.
 OA0268
 OA0268                          STATION RECOVERY (1982)
 OA0268
 OA0268'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 OA0268'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0001 ***********************************************************************
 OA0001  DESIGNATION -  E 496
 OA0001  PID         -  OA0001
 OA0001  STATE/COUNTY-  OR/CURRY
 OA0001  USGS QUAD   -  SIGNAL BUTTES (1986)
 OA0001
 OA0001                         *CURRENT SURVEY CONTROL
 OA0001  ___________________________________________________________________
 OA0001* NAD 83(1986)-  42 29 01.     (N)    124 19 50.     (W)     SCALED    
 OA0001* NAVD 88     -        15.939  (meters)      52.29   (feet)  ADJUSTED  
 OA0001  ___________________________________________________________________
 OA0001  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 OA0001  DYNAMIC HT  -          15.934 (meters)      52.28  (feet)  COMP
 OA0001  MODELED GRAV-     980,348.4   (mgal)                       NAVD 88
 OA0001
 OA0001  VERT ORDER  -  SECOND    CLASS 0
 OA0001
 OA0001.The horizontal coordinates were scaled from a topographic map and have
 OA0001.an estimated accuracy of +/- 6 seconds.
 OA0001
 OA0001.The orthometric height was determined by differential leveling
 OA0001.and adjusted in June 1991.
 OA0001
 OA0001.The geoid height was determined by GEOID03.
 OA0001
 OA0001.The dynamic height is computed by dividing the NAVD 88
 OA0001.geopotential number by the normal gravity value computed on the
 OA0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0001.degrees latitude (g = 980.6199 gals.).
 OA0001
 OA0001.The modeled gravity was interpolated from observed gravity values.
 OA0001
 OA0001;                    North         East    Units  Estimated Accuracy
 OA0001;SPC OR S     -    97,950.    1,185,170.      MT  (+/- 180 meters Scaled)
 OA0001
 OA0001                          SUPERSEDED SURVEY CONTROL
 OA0001
 OA0001  NGVD 29 (??/??/92)   14.851  (m)           48.72   (f) ADJ UNCH    2 0
 OA0001
 OA0001.Superseded values are not recommended for survey control.
 OA0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0001.See file dsdata.txt to determine how the superseded data were derived.
 OA0001
 OA0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN906043(NAD 83)
 OA0001_MARKER: DB = BENCH MARK DISK
 OA0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA0001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OA0001_STAMPING: E 496 1942
 OA0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0001+STABILITY: SURFACE MOTION
 OA0001
 OA0001  HISTORY     - Date     Condition        Report By
 OA0001  HISTORY     - 1942     MONUMENTED       CGS
 OA0001  HISTORY     - 1964     MARK NOT FOUND   NGS
 OA0001  HISTORY     - 1982     MARK NOT FOUND   USGS
 OA0001
 OA0001                          STATION DESCRIPTION
 OA0001
 OA0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OA0001'7.3 MI NE FROM WEDDERBURN.
 OA0001'ON THE NORTH SIDE OF ROGUE RIVER, 24 FEET SOUTH OF CENTER LINE OF
 OA0001'ROAD, 150 FEET WEST OF 4-MILE MARKER, AND 195 FEET EAST OF A WOOD
 OA0001'BRIDGE.  WITNESS POST SET.
 OA0001
 OA0001                          STATION RECOVERY (1964)
 OA0001
 OA0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 OA0001'MARK NOT FOUND.
 OA0001
 OA0001                          STATION RECOVERY (1982)
 OA0001
 OA0001'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 OA0001'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0436 ***********************************************************************
 QC0436  DESIGNATION -  E 497
 QC0436  PID         -  QC0436
 QC0436  STATE/COUNTY-  OR/WHEELER
 QC0436  USGS QUAD   -  DERR MEADOWS (1992)
 QC0436
 QC0436                         *CURRENT SURVEY CONTROL
 QC0436  ___________________________________________________________________
 QC0436* NAD 83(1986)-  44 29 17.     (N)    119 56 23.     (W)     SCALED    
 QC0436* NAVD 88     -      1399.154  (meters)    4590.39   (feet)  ADJUSTED  
 QC0436  ___________________________________________________________________
 QC0436  GEOID HEIGHT-         -19.04  (meters)                     GEOID03
 QC0436  DYNAMIC HT  -        1398.594 (meters)    4588.55  (feet)  COMP
 QC0436  MODELED GRAV-     980,168.4   (mgal)                       NAVD 88
 QC0436
 QC0436  VERT ORDER  -  SECOND    CLASS 0
 QC0436
 QC0436.The horizontal coordinates were scaled from a topographic map and have
 QC0436.an estimated accuracy of +/- 6 seconds.
 QC0436
 QC0436.The orthometric height was determined by differential leveling
 QC0436.and adjusted in June 1991.
 QC0436
 QC0436.The geoid height was determined by GEOID03.
 QC0436
 QC0436.The dynamic height is computed by dividing the NAVD 88
 QC0436.geopotential number by the normal gravity value computed on the
 QC0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0436.degrees latitude (g = 980.6199 gals.).
 QC0436
 QC0436.The modeled gravity was interpolated from observed gravity values.
 QC0436
 QC0436;                    North         East    Units  Estimated Accuracy
 QC0436;SPC OR N     -    91,430.    2,544,570.      MT  (+/- 180 meters Scaled)
 QC0436
 QC0436                          SUPERSEDED SURVEY CONTROL
 QC0436
 QC0436  NGVD 29 (??/??/92) 1397.904  (m)         4586.29   (f) ADJ UNCH    2 0
 QC0436
 QC0436.Superseded values are not recommended for survey control.
 QC0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0436.See file dsdata.txt to determine how the superseded data were derived.
 QC0436
 QC0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKK662302(NAD 83)
 QC0436_MARKER: DB = BENCH MARK DISK
 QC0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QC0436_STAMPING: E 497 1949
 QC0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0436+STABILITY: SURFACE MOTION
 QC0436
 QC0436  HISTORY     - Date     Condition        Report By
 QC0436  HISTORY     - 1949     MONUMENTED       CGS
 QC0436
 QC0436                          STATION DESCRIPTION
 QC0436
 QC0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 QC0436'5.1 MI N FROM DERR G.S..
 QC0436'5.1 MILES NORTH ALONG A FOREST SERVICE ROAD FROM DERR GUARD STATION,
 QC0436'0.1 MILE SOUTH OF A T JUNCTION WITH A ROAD LEADING TO MAC CREEK, 38
 QC0436'FEET WEST OF THE CENTER LINE OF THE ROAD, 27 1/2 FEET NORTH OF A
 QC0436'24-INCH PINE TREE, 2.1 FEET NORTHEAST OF A WITNESS POST, ABOUT LEVEL
 QC0436'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 QC0436'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0202 ***********************************************************************
 QD0202  DESIGNATION -  E 498
 QD0202  PID         -  QD0202
 QD0202  STATE/COUNTY-  OR/CROOK
 QD0202  USGS QUAD   -  KEYS CREEK (1992)
 QD0202
 QD0202                         *CURRENT SURVEY CONTROL
 QD0202  ___________________________________________________________________
 QD0202* NAD 83(1986)-  44 20 35.     (N)    120 06 13.     (W)     SCALED    
 QD0202* NAVD 88     -      1440.396  (meters)    4725.70   (feet)  ADJUSTED  
 QD0202  ___________________________________________________________________
 QD0202  GEOID HEIGHT-         -19.06  (meters)                     GEOID03
 QD0202  DYNAMIC HT  -        1439.808 (meters)    4723.77  (feet)  COMP
 QD0202  MODELED GRAV-     980,158.7   (mgal)                       NAVD 88
 QD0202
 QD0202  VERT ORDER  -  SECOND    CLASS 0
 QD0202
 QD0202.The horizontal coordinates were scaled from a topographic map and have
 QD0202.an estimated accuracy of +/- 6 seconds.
 QD0202
 QD0202.The orthometric height was determined by differential leveling
 QD0202.and adjusted in June 1991.
 QD0202
 QD0202.The geoid height was determined by GEOID03.
 QD0202
 QD0202.The dynamic height is computed by dividing the NAVD 88
 QD0202.geopotential number by the normal gravity value computed on the
 QD0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0202.degrees latitude (g = 980.6199 gals.).
 QD0202
 QD0202.The modeled gravity was interpolated from observed gravity values.
 QD0202
 QD0202;                    North         East    Units  Estimated Accuracy
 QD0202;SPC OR S     -   297,400.    1,531,610.      MT  (+/- 180 meters Scaled)
 QD0202
 QD0202                          SUPERSEDED SURVEY CONTROL
 QD0202
 QD0202  NGVD 29 (??/??/92) 1439.175  (m)         4721.69   (f) ADJ UNCH    2 0
 QD0202
 QD0202.Superseded values are not recommended for survey control.
 QD0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0202.See file dsdata.txt to determine how the superseded data were derived.
 QD0202
 QD0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGQ308140(NAD 83)
 QD0202_MARKER: DB = BENCH MARK DISK
 QD0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD0202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QD0202_STAMPING: E 498 1949
 QD0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0202+STABILITY: SURFACE MOTION
 QD0202
 QD0202  HISTORY     - Date     Condition        Report By
 QD0202  HISTORY     - 1949     MONUMENTED       CGS
 QD0202
 QD0202                          STATION DESCRIPTION
 QD0202
 QD0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 QD0202'1.9 MI SE FROM COLD SPRINGS G S.
 QD0202'1.9 MILES SOUTHEAST ALONG A FOREST SERVICE ROAD FROM COLD SPRINGS
 QD0202'GUARD STATION, AT A POINT WHERE THE ROAD CROSSES A RIDGE, 46 FEET
 QD0202'SOUTH OF THE CENTER LINE OF THE ROAD, 14 1/2 FEET NORTHEAST OF A
 QD0202'36-INCH PINE TREE, 11 1/2 FEET NORTHWEST OF A 36-INCH PINE TREE, 2
 QD0202'FEET NORTH OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE ROAD, AND
 QD0202'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 QD0202'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0417 ***********************************************************************
 NZ0417  DESIGNATION -  E 499
 NZ0417  PID         -  NZ0417
 NZ0417  STATE/COUNTY-  OR/DOUGLAS
 NZ0417  USGS QUAD   -  CANYONVILLE (1986)
 NZ0417
 NZ0417                         *CURRENT SURVEY CONTROL
 NZ0417  ___________________________________________________________________
 NZ0417* NAD 83(1986)-  42 57 40.     (N)    123 21 27.     (W)     SCALED    
 NZ0417* NAVD 88     -       218.769  (meters)     717.74   (feet)  ADJUSTED  
 NZ0417  ___________________________________________________________________
 NZ0417  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 NZ0417  DYNAMIC HT  -         218.708 (meters)     717.54  (feet)  COMP
 NZ0417  MODELED GRAV-     980,336.5   (mgal)                       NAVD 88
 NZ0417
 NZ0417  VERT ORDER  -  FIRST     CLASS II
 NZ0417
 NZ0417.The horizontal coordinates were scaled from a topographic map and have
 NZ0417.an estimated accuracy of +/- 6 seconds.
 NZ0417
 NZ0417.The orthometric height was determined by differential leveling
 NZ0417.and adjusted in June 1991.
 NZ0417.WARNING-Repeat measurements at this control monument indicate possible
 NZ0417.vertical movement.
 NZ0417
 NZ0417.The geoid height was determined by GEOID03.
 NZ0417
 NZ0417.The dynamic height is computed by dividing the NAVD 88
 NZ0417.geopotential number by the normal gravity value computed on the
 NZ0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0417.degrees latitude (g = 980.6199 gals.).
 NZ0417
 NZ0417.The modeled gravity was interpolated from observed gravity values.
 NZ0417
 NZ0417;                    North         East    Units  Estimated Accuracy
 NZ0417;SPC OR S     -   147,770.    1,266,920.      MT  (+/- 180 meters Scaled)
 NZ0417
 NZ0417                          SUPERSEDED SURVEY CONTROL
 NZ0417
 NZ0417  NGVD 29 (??/??/92)  217.613  (m)          713.95   (f) ADJ UNCH    1 2
 NZ0417
 NZ0417.Superseded values are not recommended for survey control.
 NZ0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0417.See file dsdata.txt to determine how the superseded data were derived.
 NZ0417
 NZ0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN708565(NAD 83)
 NZ0417_MARKER: DB = BENCH MARK DISK
 NZ0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ0417_SP_SET: CONCRETE POST
 NZ0417_STAMPING: E 499 1949
 NZ0417_MARK LOGO: CGS   
 NZ0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0417+STABILITY: SURFACE MOTION
 NZ0417
 NZ0417  HISTORY     - Date     Condition        Report By
 NZ0417  HISTORY     - 1949     MONUMENTED       CGS
 NZ0417  HISTORY     - 1968     GOOD             NGS
 NZ0417  HISTORY     - 1987     GOOD             NGS
 NZ0417
 NZ0417                          STATION DESCRIPTION
 NZ0417
 NZ0417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 NZ0417'0.8 MI N FROM RIDDLE.
 NZ0417'0.8 MILE NORTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 NZ0417'STATION AT RIDDLE, 118 FEET SOUTH OF AN ELECTRIC SAFETY DEVICE, 19
 NZ0417'FEET EAST OF THE NEAREST RAIL, 13 FEET SOUTH OF RAILROAD MILE POST NO.
 NZ0417'545, 6.5 FEET WEST OF THE RIGHT-OF-WAY FENCE, 0.5 FOOT NORTH OF A
 NZ0417'METAL WITNESS POST AND 3 FEET LOWER THAN THE TRACKS, SET IN A
 NZ0417'CYLINDRICAL CONCRETE MONUMENT THAT IS 12 INCHES IN DIAMETER AND
 NZ0417'PROJECTS 6 INCHES.
 NZ0417
 NZ0417                          STATION RECOVERY (1987)
 NZ0417
 NZ0417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 NZ0417'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  1.4 KM
 NZ0417'(0.85 MI) NORTHEASTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 NZ0417'JUNCTION OF MAIN STREET IN RIDDLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0488 ***********************************************************************
 NY0488  DESIGNATION -  E 5
 NY0488  PID         -  NY0488
 NY0488  STATE/COUNTY-  OR/KLAMATH
 NY0488  USGS QUAD   -  SHOALWATER BAY (1985)
 NY0488
 NY0488                         *CURRENT SURVEY CONTROL
 NY0488  ___________________________________________________________________
 NY0488* NAD 83(1986)-  42 29 54.     (N)    121 52 50.     (W)     SCALED    
 NY0488* NAVD 88     -      1272.852  (meters)    4176.02   (feet)  POSTED    
 NY0488  ___________________________________________________________________
 NY0488  GEOID HEIGHT-         -22.53  (meters)                     GEOID03
 NY0488  DYNAMIC HT  -        1272.100 (meters)    4173.55  (feet)  COMP
 NY0488  MODELED GRAV-     979,982.9   (mgal)                       NAVD 88
 NY0488
 NY0488  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 NY0488
 NY0488.The horizontal coordinates were scaled from a topographic map and have
 NY0488.an estimated accuracy of +/- 6 seconds.
 NY0488
 NY0488.The orthometric height was determined by differential leveling
 NY0488.and adjusted by the  in 1992.
 NY0488.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 NY0488.rate of 1.1 thru 2.0 mm/km.
 NY0488
 NY0488.The geoid height was determined by GEOID03.
 NY0488
 NY0488.The dynamic height is computed by dividing the NAVD 88
 NY0488.geopotential number by the normal gravity value computed on the
 NY0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0488.degrees latitude (g = 980.6199 gals.).
 NY0488
 NY0488.The modeled gravity was interpolated from observed gravity values.
 NY0488
 NY0488;                    North         East    Units  Estimated Accuracy
 NY0488;SPC OR S     -    93,320.    1,386,530.      MT  (+/- 180 meters Scaled)
 NY0488
 NY0488                          SUPERSEDED SURVEY CONTROL
 NY0488
 NY0488  NGVD 29 (??/??/92) 1271.702  (m)         4172.24   (f) ADJ UNCH    1 2
 NY0488
 NY0488.Superseded values are not recommended for survey control.
 NY0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0488.See file dsdata.txt to determine how the superseded data were derived.
 NY0488
 NY0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN919057(NAD 83)
 NY0488_MARKER: DB = BENCH MARK DISK
 NY0488_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NY0488_SP_SET: ABUTMENT
 NY0488_STAMPING: ELEV. 4172.065 FT. E 5 1919
 NY0488_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NY0488
 NY0488  HISTORY     - Date     Condition        Report By
 NY0488  HISTORY     - 1919     MONUMENTED       CGS
 NY0488  HISTORY     - 1954     GOOD             NGS
 NY0488  HISTORY     - 1982     MARK NOT FOUND   USGS
 NY0488
 NY0488                          STATION DESCRIPTION
 NY0488
 NY0488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NY0488'6.1 MI S FROM CHILOQUIN.
 NY0488'6.1 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 NY0488'STATION AT CHILOQUIN, 0.15 MILE SOUTH OF A ROAD CROSSING, AT BRIDGE
 NY0488'450.61, IN THE TOP OF THE SOUTH CONCRETE ABUTMENT, 7.1 FEET WEST OF
 NY0488'THE WEST RAIL, 1.5 FEET EAST OF THE WEST END OF THE ABUTMENT, AND
 NY0488'ABOUT 3 FEET LOWER THAN THE TRACK.
 NY0488
 NY0488                          STATION RECOVERY (1982)
 NY0488
 NY0488'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 NY0488'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1118 ***********************************************************************
 QE1118  DESIGNATION -  E 50
 QE1118  PID         -  QE1118
 QE1118  STATE/COUNTY-  OR/LINCOLN
 QE1118  USGS QUAD   -  DEVILS LAKE (1984)
 QE1118
 QE1118                         *CURRENT SURVEY CONTROL
 QE1118  ___________________________________________________________________
 QE1118* NAD 83(1986)-  44 59 54.     (N)    123 59 34.     (W)     SCALED    
 QE1118* NAVD 88     -        13.425  (meters)      44.05   (feet)  ADJUSTED  
 QE1118  ___________________________________________________________________
 QE1118  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 QE1118  DYNAMIC HT  -          13.425 (meters)      44.05  (feet)  COMP
 QE1118  MODELED GRAV-     980,648.7   (mgal)                       NAVD 88
 QE1118
 QE1118  VERT ORDER  -  FIRST     CLASS II
 QE1118
 QE1118.The horizontal coordinates were scaled from a topographic map and have
 QE1118.an estimated accuracy of +/- 6 seconds.
 QE1118
 QE1118.The orthometric height was determined by differential leveling
 QE1118.and adjusted in June 1991.
 QE1118
 QE1118.The geoid height was determined by GEOID03.
 QE1118
 QE1118.The dynamic height is computed by dividing the NAVD 88
 QE1118.geopotential number by the normal gravity value computed on the
 QE1118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1118.degrees latitude (g = 980.6199 gals.).
 QE1118
 QE1118.The modeled gravity was interpolated from observed gravity values.
 QE1118
 QE1118;                    North         East    Units  Estimated Accuracy
 QE1118;SPC OR N     -   153,930.    2,224,710.      MT  (+/- 180 meters Scaled)
 QE1118
 QE1118                          SUPERSEDED SURVEY CONTROL
 QE1118
 QE1118  NGVD 29 (??/??/92)   12.413  (m)           40.73   (f) ADJ UNCH    1 2
 QE1118
 QE1118.Superseded values are not recommended for survey control.
 QE1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1118.See file dsdata.txt to determine how the superseded data were derived.
 QE1118
 QE1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ217832(NAD 83)
 QE1118_MARKER: DD = SURVEY DISK
 QE1118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE1118_SP_SET: CONCRETE POST
 QE1118_STAMPING: E 50 1930
 QE1118_MARK LOGO: ORHD  
 QE1118_PROJECTION: PROJECTING 10 CENTIMETERS
 QE1118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE1118+STABILITY: SURFACE MOTION
 QE1118
 QE1118  HISTORY     - Date     Condition        Report By
 QE1118  HISTORY     - 1930     MONUMENTED       ORHD
 QE1118  HISTORY     - 1965     GOOD             NGS
 QE1118  HISTORY     - 1986     GOOD             USPSQD
 QE1118  HISTORY     - 1987     GOOD             NGS
 QE1118  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 QE1118  HISTORY     - 20040508 MARK NOT FOUND   USPSQD
 QE1118
 QE1118                          STATION DESCRIPTION
 QE1118
 QE1118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 QE1118'0.3 MI SW FROM NEOTSU.
 QE1118'0.3 MILE SOUTHWEST ALONG U.S. HIGHWAY 101 FROM THE NEOTSU POST OFFICE,
 QE1118'50 FEET EAST OF THE CENTER OF A DRIVEWAY, 40 FEET EAST OF A TELEPHONE
 QE1118'POLE, 27 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 13 FEET NORTH
 QE1118'OF A FENCE AND 1 FOOT NORTH OF A WITNESS POST SET IN A ROUND CONCRETE
 QE1118'MONUMENT 8-INCHES IN DIAMETER THAT PROJECTS 3 INCHES.
 QE1118
 QE1118                          STATION RECOVERY (1986)
 QE1118
 QE1118'RECOVERY NOTE BY US POWER SQUADRON 1986 (KRN)
 QE1118'RECOVERED IN GOOD CONDITION.
 QE1118
 QE1118                          STATION RECOVERY (1987)
 QE1118
 QE1118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE1118'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  4.1 KM (2.55
 QE1118'MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE DELAKE SCHOOL IN
 QE1118'LINCOLN CITY, 15.7 M (51.5 FT) NORTHEAST OF THE CENTER OF A DRIVEWAY,
 QE1118'12.2 M (40.0 FT) NORTH OF UTILITY POLE NUMBER 1393 83, AND 8.5 M
 QE1118'(27.9 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 QE1118'THE MARK IS 0.6 METERS  W FROM  A WITNESS POST
 QE1118'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 QE1118
 QE1118                          STATION RECOVERY (1989)
 QE1118
 QE1118'RECOVERY NOTE BY US POWER SQUADRON 1989 (SMN)
 QE1118'MARK NOT FOUND.
 QE1118
 QE1118                          STATION RECOVERY (2004)
 QE1118
 QE1118'RECOVERY NOTE BY US POWER SQUADRON 2004
 QE1118'ROAD WIDENED. MARK AND WITNESS POST MISSING. PK NAIL IN STREET SURFACE
 QE1118'APPROX. LOCATION OF MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0446 ***********************************************************************
 NZ0446  DESIGNATION -  E 500
 NZ0446  PID         -  NZ0446
 NZ0446  STATE/COUNTY-  OR/DOUGLAS
 NZ0446  USGS QUAD   -  MILO (1986)
 NZ0446
 NZ0446                         *CURRENT SURVEY CONTROL
 NZ0446  ___________________________________________________________________
 NZ0446* NAD 83(1986)-  42 56 25.     (N)    123 05 06.     (W)     SCALED    
 NZ0446* NAVD 88     -       272.955  (meters)     895.52   (feet)  ADJUSTED  
 NZ0446  ___________________________________________________________________
 NZ0446  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 NZ0446  DYNAMIC HT  -         272.871 (meters)     895.24  (feet)  COMP
 NZ0446  MODELED GRAV-     980,305.9   (mgal)                       NAVD 88
 NZ0446
 NZ0446  VERT ORDER  -  SECOND    CLASS 0
 NZ0446
 NZ0446.The horizontal coordinates were scaled from a topographic map and have
 NZ0446.an estimated accuracy of +/- 6 seconds.
 NZ0446
 NZ0446.The orthometric height was determined by differential leveling
 NZ0446.and adjusted in June 1991.
 NZ0446
 NZ0446.The geoid height was determined by GEOID03.
 NZ0446
 NZ0446.The dynamic height is computed by dividing the NAVD 88
 NZ0446.geopotential number by the normal gravity value computed on the
 NZ0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0446.degrees latitude (g = 980.6199 gals.).
 NZ0446
 NZ0446.The modeled gravity was interpolated from observed gravity values.
 NZ0446
 NZ0446;                    North         East    Units  Estimated Accuracy
 NZ0446;SPC OR S     -   144,730.    1,289,070.      MT  (+/- 180 meters Scaled)
 NZ0446
 NZ0446                          SUPERSEDED SURVEY CONTROL
 NZ0446
 NZ0446  NGVD 29 (??/??/92)  271.920  (m)          892.12   (f) ADJ UNCH    2 0
 NZ0446
 NZ0446.Superseded values are not recommended for survey control.
 NZ0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0446.See file dsdata.txt to determine how the superseded data were derived.
 NZ0446
 NZ0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN930541(NAD 83)
 NZ0446_MARKER: DB = BENCH MARK DISK
 NZ0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ0446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NZ0446_STAMPING: E 500 1949
 NZ0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0446+STABILITY: SURFACE MOTION
 NZ0446
 NZ0446  HISTORY     - Date     Condition        Report By
 NZ0446  HISTORY     - 1949     MONUMENTED       CGS
 NZ0446  HISTORY     - 1969     GOOD             NGS
 NZ0446
 NZ0446                          STATION DESCRIPTION
 NZ0446
 NZ0446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 NZ0446'2.1 MI W FROM MILO.
 NZ0446'2.1 MILES WEST ALONG STATE HIGHWAY 227 FROM THE MILO POST OFFICE, 0.9
 NZ0446'MILE EAST OF THE SOUTH UMPQUA GRANGE, WHERE A BRACE CABLE FOR THE
 NZ0446'POWER LINE CROSSES THE HIGHWAY, 90 FEET EAST OF THE CENTER OF THE
 NZ0446'GRAVELED ROAD LEADING NORTHEAST, 72 FEET EAST OF THE NORTH END OF A
 NZ0446'CONCRETE CULVERT UNDER THE HIGHWAY, 56 FEET NORTH AND ACROSS THE
 NZ0446'HIGHWAY FROM A WIRE GATE, 27 FEET NORTH OF THE CENTER LINE OF THE
 NZ0446'HIGHWAY, 10 FEET WEST OF A POWER LINE BRACE POLE, 6 FEET SOUTH OF A
 NZ0446'FENCE, 0.5 FOOT EAST OF A METAL WITNESS POST AND 3 FEET HIGHER THAN
 NZ0446'THE HIGHWAY SET IN A CYLINDRICAL CONCRETE MONUMENT THAT IS 12-INCHES
 NZ0446'IN DIAMETER AND PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0327 ***********************************************************************
 NZ0327  DESIGNATION -  E 501
 NZ0327  PID         -  NZ0327
 NZ0327  STATE/COUNTY-  OR/DOUGLAS
 NZ0327  USGS QUAD   -  RAGSDALE BUTTE (1989)
 NZ0327
 NZ0327                         *CURRENT SURVEY CONTROL
 NZ0327  ___________________________________________________________________
 NZ0327* NAD 83(1986)-  42 51 38.     (N)    122 46 49.     (W)     SCALED    
 NZ0327* NAVD 88     -      1360.261  (meters)    4462.79   (feet)  ADJUSTED  
 NZ0327  ___________________________________________________________________
 NZ0327  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 NZ0327  DYNAMIC HT  -        1359.770 (meters)    4461.18  (feet)  COMP
 NZ0327  MODELED GRAV-     980,208.1   (mgal)                       NAVD 88
 NZ0327
 NZ0327  VERT ORDER  -  SECOND    CLASS 0
 NZ0327
 NZ0327.The horizontal coordinates were scaled from a topographic map and have
 NZ0327.an estimated accuracy of +/- 6 seconds.
 NZ0327
 NZ0327.The orthometric height was determined by differential leveling
 NZ0327.and adjusted in June 1991.
 NZ0327
 NZ0327.The geoid height was determined by GEOID03.
 NZ0327
 NZ0327.The dynamic height is computed by dividing the NAVD 88
 NZ0327.geopotential number by the normal gravity value computed on the
 NZ0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0327.degrees latitude (g = 980.6199 gals.).
 NZ0327
 NZ0327.The modeled gravity was interpolated from observed gravity values.
 NZ0327
 NZ0327;                    North         East    Units  Estimated Accuracy
 NZ0327;SPC OR S     -   135,160.    1,313,680.      MT  (+/- 180 meters Scaled)
 NZ0327
 NZ0327                          SUPERSEDED SURVEY CONTROL
 NZ0327
 NZ0327  NGVD 29 (??/??/92) 1359.255  (m)         4459.49   (f) ADJ UNCH    2 0
 NZ0327
 NZ0327.Superseded values are not recommended for survey control.
 NZ0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0327.See file dsdata.txt to determine how the superseded data were derived.
 NZ0327
 NZ0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN179453(NAD 83)
 NZ0327_MARKER: DB = BENCH MARK DISK
 NZ0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ0327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NZ0327_STAMPING: E 501 1949
 NZ0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0327+STABILITY: SURFACE MOTION
 NZ0327
 NZ0327  HISTORY     - Date     Condition        Report By
 NZ0327  HISTORY     - 1949     MONUMENTED       CGS
 NZ0327  HISTORY     - 1969     GOOD             NGS
 NZ0327
 NZ0327                          STATION DESCRIPTION
 NZ0327
 NZ0327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 NZ0327'4.1 MI W FROM FAWN CAMP.
 NZ0327'6.1 MILES EASTERLY ALONG THE DEVILS KNOB ROAD, (FOREST SERVICE ROAD
 NZ0327'301), FROM THE REMAINS OF THE SUMMIT GUARD STATION, 4.1 MILES WESTERLY
 NZ0327'ALONG FOREST SERVICE ROAD 301 FROM FAWN CAMP, 26 FEET SOUTH OF THE
 NZ0327'CENTER OF THE ROAD IN A SMALL DRAW, 14 FEET SOUTHWEST OF A 4-FOOT FIR
 NZ0327'TREE, 0.5 FOOT WEST OF A METAL WITNESS POST AND 6 FEET HIGHER THAN THE
 NZ0327'ROAD SET IN A CYLINDRICAL CONCRETE MONUMENT THAT IS 12-INCHES IN
 NZ0327'DIAMETER AND PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0362 ***********************************************************************
 NZ0362  DESIGNATION -  E 502
 NZ0362  PID         -  NZ0362
 NZ0362  STATE/COUNTY-  OR/DOUGLAS
 NZ0362  USGS QUAD   -  ABBOTT BUTTE (1989)
 NZ0362
 NZ0362                         *CURRENT SURVEY CONTROL
 NZ0362  ___________________________________________________________________
 NZ0362* NAD 83(1986)-  42 55 10.     (N)    122 35 03.     (W)     SCALED    
 NZ0362* NAVD 88     -      1638.484  (meters)    5375.59   (feet)  ADJUSTED  
 NZ0362  ___________________________________________________________________
 NZ0362  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 NZ0362  DYNAMIC HT  -        1637.837 (meters)    5373.47  (feet)  COMP
 NZ0362  MODELED GRAV-     980,163.4   (mgal)                       NAVD 88
 NZ0362
 NZ0362  VERT ORDER  -  SECOND    CLASS 0
 NZ0362
 NZ0362.The horizontal coordinates were scaled from a topographic map and have
 NZ0362.an estimated accuracy of +/- 6 seconds.
 NZ0362
 NZ0362.The orthometric height was determined by differential leveling
 NZ0362.and adjusted in June 1991.
 NZ0362
 NZ0362.The geoid height was determined by GEOID03.
 NZ0362
 NZ0362.The dynamic height is computed by dividing the NAVD 88
 NZ0362.geopotential number by the normal gravity value computed on the
 NZ0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0362.degrees latitude (g = 980.6199 gals.).
 NZ0362
 NZ0362.The modeled gravity was interpolated from observed gravity values.
 NZ0362
 NZ0362;                    North         East    Units  Estimated Accuracy
 NZ0362;SPC OR S     -   141,280.    1,329,870.      MT  (+/- 180 meters Scaled)
 NZ0362
 NZ0362                          SUPERSEDED SURVEY CONTROL
 NZ0362
 NZ0362  NGVD 29 (??/??/92) 1637.434  (m)         5372.15   (f) ADJ UNCH    2 0
 NZ0362
 NZ0362.Superseded values are not recommended for survey control.
 NZ0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0362.See file dsdata.txt to determine how the superseded data were derived.
 NZ0362
 NZ0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN339519(NAD 83)
 NZ0362_MARKER: DB = BENCH MARK DISK
 NZ0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ0362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NZ0362_STAMPING: E 502 1949
 NZ0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0362+STABILITY: SURFACE MOTION
 NZ0362
 NZ0362  HISTORY     - Date     Condition        Report By
 NZ0362  HISTORY     - 1949     MONUMENTED       CGS
 NZ0362  HISTORY     - 1967     GOOD             NGS
 NZ0362  HISTORY     - 19840831 GOOD             USPSQD
 NZ0362
 NZ0362                          STATION DESCRIPTION
 NZ0362
 NZ0362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 NZ0362'0.45 MI SE FROM HUCKLEBERRY GAP.
 NZ0362'0.4 MILE EAST ALONG FOREST SERVICE ROAD 3017 TO THE JUNCTION WITH
 NZ0362'FOREST SERVICE ROAD 2923, TURN RIGHT AND GO SOUTH ON FOREST SERVICE
 NZ0362'ROAD 3017 FOR 0.05 MILE TO THE BENCH MARK ON THE RIGHT, 40 FEET SOUTH
 NZ0362'OF A TRACK ROAD WEST, 31 FEET WEST OF FOREST SERVICE ROAD 3017, 21
 NZ0362'FEET WEST-NORTHWEST OF THE SIGN, ROGUE-UMPQUA DIVIDE ELEV 5340 AND 3
 NZ0362'FEET NORTHWEST OF A WITNESS POST SET IN A CYLINDRICAL CONCRETE
 NZ0362'MONUMENT THAT IS 12 INCHES IN DIAMETER AND PROJECTS 5 INCHES.
 NZ0362
 NZ0362                          STATION RECOVERY (1984)
 NZ0362
 NZ0362'RECOVERY NOTE BY US POWER SQUADRON 1984 (MHH)
 NZ0362'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0044 ***********************************************************************
 QC0044  DESIGNATION -  E 505
 QC0044  PID         -  QC0044
 QC0044  STATE/COUNTY-  OR/MALHEUR
 QC0044  USGS QUAD   -  CASTLE ROCK (1990)
 QC0044
 QC0044                         *CURRENT SURVEY CONTROL
 QC0044  ___________________________________________________________________
 QC0044* NAD 83(1986)-  44 04 41.     (N)    118 12 29.     (W)     SCALED    
 QC0044* NAVD 88     -      1275.918  (meters)    4186.07   (feet)  ADJUSTED  
 QC0044  ___________________________________________________________________
 QC0044  GEOID HEIGHT-         -17.73  (meters)                     GEOID03
 QC0044  DYNAMIC HT  -        1275.287 (meters)    4184.00  (feet)  COMP
 QC0044  MODELED GRAV-     980,080.9   (mgal)                       NAVD 88
 QC0044
 QC0044  VERT ORDER  -  SECOND    CLASS 0
 QC0044
 QC0044.The horizontal coordinates were scaled from a topographic map and have
 QC0044.an estimated accuracy of +/- 6 seconds.
 QC0044
 QC0044.The orthometric height was determined by differential leveling
 QC0044.and adjusted in June 1991.
 QC0044
 QC0044.The geoid height was determined by GEOID03.
 QC0044
 QC0044.The dynamic height is computed by dividing the NAVD 88
 QC0044.geopotential number by the normal gravity value computed on the
 QC0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0044.degrees latitude (g = 980.6199 gals.).
 QC0044
 QC0044.The modeled gravity was interpolated from observed gravity values.
 QC0044
 QC0044;                    North         East    Units  Estimated Accuracy
 QC0044;SPC OR S     -   270,390.    1,683,570.      MT  (+/- 180 meters Scaled)
 QC0044
 QC0044                          SUPERSEDED SURVEY CONTROL
 QC0044
 QC0044  NGVD 29 (??/??/92) 1274.685  (m)         4182.03   (f) ADJ UNCH    2 0
 QC0044
 QC0044.Superseded values are not recommended for survey control.
 QC0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0044.See file dsdata.txt to determine how the superseded data were derived.
 QC0044
 QC0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ032812(NAD 83)
 QC0044_MARKER: DB = BENCH MARK DISK
 QC0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QC0044_STAMPING: E 505 1951
 QC0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0044+STABILITY: SURFACE MOTION
 QC0044
 QC0044  HISTORY     - Date     Condition        Report By
 QC0044  HISTORY     - 1951     MONUMENTED       CGS
 QC0044
 QC0044                          STATION DESCRIPTION
 QC0044
 QC0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 QC0044'18.7 MI N FROM BEULAH.
 QC0044'18.7 MILES NORTH AND NORTHWEST ALONG A ROAD LEADING TO IRONSIDE FROM
 QC0044'THE SCHOOL HOUSE IN BEULAH, AND 0.85 MILE NORTHEAST OF A RANCH HOUSE
 QC0044'SOUTHEAST ACROSS THE ROAD FROM A SMALL MEADOW, 0.3 SOUTH OF ROAD
 QC0044'CROSSING THE CREEK, 34 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE
 QC0044'ROAD, 2.5 FEET NORTH OF THE WITNESS POST AND ABOUT 1 1/2 FEET HIGHER
 QC0044'THAN ROAD, AND SET IN TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 QC0044'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0028 ***********************************************************************
 QC0028  DESIGNATION -  E 506
 QC0028  PID         -  QC0028
 QC0028  STATE/COUNTY-  OR/MALHEUR
 QC0028  USGS QUAD   -  DE BORD PEAKS (1990)
 QC0028
 QC0028                         *CURRENT SURVEY CONTROL
 QC0028  ___________________________________________________________________
 QC0028* NAD 83(1986)-  44 12 46.     (N)    118 06 26.     (W)     SCALED    
 QC0028* NAVD 88     -      1423.714  (meters)    4670.97   (feet)  ADJUSTED  
 QC0028  ___________________________________________________________________
 QC0028  GEOID HEIGHT-         -17.41  (meters)                     GEOID03
 QC0028  DYNAMIC HT  -        1423.072 (meters)    4668.86  (feet)  COMP
 QC0028  MODELED GRAV-     980,116.9   (mgal)                       NAVD 88
 QC0028
 QC0028  VERT ORDER  -  SECOND    CLASS 0
 QC0028
 QC0028.The horizontal coordinates were scaled from a topographic map and have
 QC0028.an estimated accuracy of +/- 6 seconds.
 QC0028
 QC0028.The orthometric height was determined by differential leveling
 QC0028.and adjusted in June 1991.
 QC0028
 QC0028.The geoid height was determined by GEOID03.
 QC0028
 QC0028.The dynamic height is computed by dividing the NAVD 88
 QC0028.geopotential number by the normal gravity value computed on the
 QC0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0028.degrees latitude (g = 980.6199 gals.).
 QC0028
 QC0028.The modeled gravity was interpolated from observed gravity values.
 QC0028
 QC0028;                    North         East    Units  Estimated Accuracy
 QC0028;SPC OR S     -   285,580.    1,691,210.      MT  (+/- 180 meters Scaled)
 QC0028
 QC0028                          SUPERSEDED SURVEY CONTROL
 QC0028
 QC0028  NGVD 29 (??/??/92) 1422.509  (m)         4667.01   (f) ADJ UNCH    2 0
 QC0028
 QC0028.Superseded values are not recommended for survey control.
 QC0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0028.See file dsdata.txt to determine how the superseded data were derived.
 QC0028
 QC0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ115961(NAD 83)
 QC0028_MARKER: DB = BENCH MARK DISK
 QC0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QC0028_STAMPING: E 506 1951
 QC0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0028+STABILITY: SURFACE MOTION
 QC0028
 QC0028  HISTORY     - Date     Condition        Report By
 QC0028  HISTORY     - 1951     MONUMENTED       CGS
 QC0028
 QC0028                          STATION DESCRIPTION
 QC0028
 QC0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 QC0028'13.25 MI SW FROM IRONSIDE.
 QC0028'0.4 MILE WEST ALONG U. S. HIGHWAY 28 FROM THE POST OFFICE AND STORE IN
 QC0028'IRONSIDE, THENCE 12.85 MILES SOUTHWEST ALONG COUNTY ROAD, 0.3 MILE
 QC0028'EAST OF CATTLE GUARD, 95 1/2 FEET NORTH OF THE CENTER LINE OF OLD
 QC0028'ROAD, 34 1/2 FEET NORTHWEST OF THE CENTER OF CREEK, 26 1/2 FEET SOUTH
 QC0028'OF THE CENTER LINE OF NEW ROAD, 2.6 FEET SOUTHEAST OF THE WITNESS
 QC0028'POST, ABOUT 2 1/2 FEET HIGHER THAN OLD ROAD AND ABOUT 2 1/2 FEET LOWER
 QC0028'THAN NEW ROAD, SET IN TOP OF CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 QC0028'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0210 ***********************************************************************
 RB0210  DESIGNATION -  E 507
 RB0210  PID         -  RB0210
 RB0210  STATE/COUNTY-  OR/UNION
 RB0210  USGS QUAD   -  HILGARD (1984)
 RB0210
 RB0210                         *CURRENT SURVEY CONTROL
 RB0210  ___________________________________________________________________
 RB0210* NAD 83(1986)-  45 21 12.     (N)    118 10 57.     (W)     SCALED    
 RB0210* NAVD 88     -       908.346  (meters)    2980.13   (feet)  ADJUSTED  
 RB0210  ___________________________________________________________________
 RB0210  GEOID HEIGHT-         -17.80  (meters)                     GEOID03
 RB0210  DYNAMIC HT  -         908.140 (meters)    2979.46  (feet)  COMP
 RB0210  MODELED GRAV-     980,358.3   (mgal)                       NAVD 88
 RB0210
 RB0210  VERT ORDER  -  FIRST     CLASS II
 RB0210
 RB0210.The horizontal coordinates were scaled from a topographic map and have
 RB0210.an estimated accuracy of +/- 6 seconds.
 RB0210
 RB0210.The orthometric height was determined by differential leveling
 RB0210.and adjusted in June 1991.
 RB0210
 RB0210.The geoid height was determined by GEOID03.
 RB0210
 RB0210.The dynamic height is computed by dividing the NAVD 88
 RB0210.geopotential number by the normal gravity value computed on the
 RB0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0210.degrees latitude (g = 980.6199 gals.).
 RB0210
 RB0210.The modeled gravity was interpolated from observed gravity values.
 RB0210
 RB0210;                    North         East    Units  Estimated Accuracy
 RB0210;SPC OR N     -   190,030.    2,681,560.      MT  (+/- 180 meters Scaled)
 RB0210
 RB0210                          SUPERSEDED SURVEY CONTROL
 RB0210
 RB0210  NGVD 29 (??/??/92)  907.265  (m)         2976.59   (f) ADJ UNCH    1 2
 RB0210
 RB0210.Superseded values are not recommended for survey control.
 RB0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0210.See file dsdata.txt to determine how the superseded data were derived.
 RB0210
 RB0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML073228(NAD 83)
 RB0210_MARKER: DB = BENCH MARK DISK
 RB0210_SETTING: 80 = SET IN A BOULDER
 RB0210_SP_SET: BOULDER
 RB0210_STAMPING: E 507 1951
 RB0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0210+STABILITY: SURFACE MOTION
 RB0210
 RB0210  HISTORY     - Date     Condition        Report By
 RB0210  HISTORY     - 1951     MONUMENTED       CGS
 RB0210
 RB0210                          STATION DESCRIPTION
 RB0210
 RB0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 RB0210'5.65 MI NW FROM LAGRANDE.
 RB0210'5.65 MILES NORTHWEST ALONG THE U.S. HIGHWAY 30 FROM THE POST OFFICE AT
 RB0210'LAGRANDE, ON THE INSIDE OF A CURVE, AND SET IN A LARGE BOULDER 6.4
 RB0210'FEET NORTHEAST OF THE SOUTHWEST CORNER, 23.5 FEET NORTH OF THE CENTER
 RB0210'LINE OF THE HIGHWAY, AND ABOUT 7 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0168 ***********************************************************************
 RB0168  DESIGNATION -  E 508
 RB0168  PID         -  RB0168
 RB0168  STATE/COUNTY-  OR/UNION
 RB0168  USGS QUAD   -  KAMELA SE (1984)
 RB0168
 RB0168                         *CURRENT SURVEY CONTROL
 RB0168  ___________________________________________________________________
 RB0168* NAD 83(1986)-  45 16 08.     (N)    118 21 51.     (W)     SCALED    
 RB0168* NAVD 88     -      1005.706  (meters)    3299.55   (feet)  ADJUSTED  
 RB0168  ___________________________________________________________________
 RB0168  GEOID HEIGHT-         -17.73  (meters)                     GEOID03
 RB0168  DYNAMIC HT  -        1005.444 (meters)    3298.69  (feet)  COMP
 RB0168  MODELED GRAV-     980,321.9   (mgal)                       NAVD 88
 RB0168
 RB0168  VERT ORDER  -  SECOND    CLASS 0
 RB0168
 RB0168.The horizontal coordinates were scaled from a topographic map and have
 RB0168.an estimated accuracy of +/- 6 seconds.
 RB0168
 RB0168.The orthometric height was determined by differential leveling
 RB0168.and adjusted in June 1991.
 RB0168
 RB0168.The geoid height was determined by GEOID03.
 RB0168
 RB0168.The dynamic height is computed by dividing the NAVD 88
 RB0168.geopotential number by the normal gravity value computed on the
 RB0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0168.degrees latitude (g = 980.6199 gals.).
 RB0168
 RB0168.The modeled gravity was interpolated from observed gravity values.
 RB0168
 RB0168;                    North         East    Units  Estimated Accuracy
 RB0168;SPC OR N     -   180,260.    2,667,580.      MT  (+/- 180 meters Scaled)
 RB0168
 RB0168                          SUPERSEDED SURVEY CONTROL
 RB0168
 RB0168  NGVD 29 (??/??/92) 1004.589  (m)         3295.89   (f) ADJ UNCH    2 0
 RB0168
 RB0168.Superseded values are not recommended for survey control.
 RB0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0168.See file dsdata.txt to determine how the superseded data were derived.
 RB0168
 RB0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL929137(NAD 83)
 RB0168_MARKER: DB = BENCH MARK DISK
 RB0168_SETTING: 66 = SET IN ROCK OUTCROP
 RB0168_SP_SET: ROCK LEDGE
 RB0168_STAMPING: E 508 1951
 RB0168_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RB0168+STABILITY: POSITION/ELEVATION WELL
 RB0168
 RB0168  HISTORY     - Date     Condition        Report By
 RB0168  HISTORY     - 1951     MONUMENTED       CGS
 RB0168
 RB0168                          STATION DESCRIPTION
 RB0168
 RB0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 RB0168'12.4 MI SW FROM HILGARD.
 RB0168'0.6 MILE EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT HILGARD,
 RB0168'THENCE 0.65 MILE WEST ALONG U. S. HIGHWAY 30, THENCE 11.15 MILES
 RB0168'SOUTHWEST ALONG THE STARKEY SECONDARY STATE HIGHWAY, 0.2 MILE
 RB0168'SOUTHEAST OF A T JUNCTION OF SPRING CREEK ROAD, AT THE BASE OF A ROCK
 RB0168'LEDGE, 61 FEET EAST OF AND ACROSS THE HIGHWAY FROM THE EAST BANK OF
 RB0168'THE GRANDE RONDE RIVER, 42 1/2 FEET EAST OF THE CENTER LINE OF THE
 RB0168'HIGHWAY, AND ABOUT 2 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0264 ***********************************************************************
 RB0264  DESIGNATION -  E 509
 RB0264  PID         -  RB0264
 RB0264  STATE/COUNTY-  OR/UMATILLA
 RB0264  USGS QUAD   -  LEHMAN SPRINGS (1995)
 RB0264
 RB0264                         *CURRENT SURVEY CONTROL
 RB0264  ___________________________________________________________________
 RB0264* NAD 83(1986)-  45 10 04.     (N)    118 38 16.     (W)     SCALED    
 RB0264* NAVD 88     -      1287.740  (meters)    4224.86   (feet)  ADJUSTED  
 RB0264  ___________________________________________________________________
 RB0264  GEOID HEIGHT-         -17.75  (meters)                     GEOID03
 RB0264  DYNAMIC HT  -        1287.298 (meters)    4223.41  (feet)  COMP
 RB0264  MODELED GRAV-     980,229.0   (mgal)                       NAVD 88
 RB0264
 RB0264  VERT ORDER  -  SECOND    CLASS 0
 RB0264
 RB0264.The horizontal coordinates were scaled from a topographic map and have
 RB0264.an estimated accuracy of +/- 6 seconds.
 RB0264
 RB0264.The orthometric height was determined by differential leveling
 RB0264.and adjusted in June 1991.
 RB0264
 RB0264.The geoid height was determined by GEOID03.
 RB0264
 RB0264.The dynamic height is computed by dividing the NAVD 88
 RB0264.geopotential number by the normal gravity value computed on the
 RB0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0264.degrees latitude (g = 980.6199 gals.).
 RB0264
 RB0264.The modeled gravity was interpolated from observed gravity values.
 RB0264
 RB0264;                    North         East    Units  Estimated Accuracy
 RB0264;SPC OR N     -   168,490.    2,646,370.      MT  (+/- 180 meters Scaled)
 RB0264
 RB0264                          SUPERSEDED SURVEY CONTROL
 RB0264
 RB0264  NGVD 29 (??/??/92) 1286.525  (m)         4220.87   (f) ADJ UNCH    2 0
 RB0264
 RB0264.Superseded values are not recommended for survey control.
 RB0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0264.See file dsdata.txt to determine how the superseded data were derived.
 RB0264
 RB0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL712028(NAD 83)
 RB0264_MARKER: DB = BENCH MARK DISK
 RB0264_SETTING: 66 = SET IN ROCK OUTCROP
 RB0264_SP_SET: OUTCROP
 RB0264_STAMPING: E 509 1951
 RB0264_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RB0264+STABILITY: POSITION/ELEVATION WELL
 RB0264
 RB0264  HISTORY     - Date     Condition        Report By
 RB0264  HISTORY     - 1951     MONUMENTED       CGS
 RB0264  HISTORY     - 1966     MARK NOT FOUND   NGS
 RB0264
 RB0264                          STATION DESCRIPTION
 RB0264
 RB0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 RB0264'18.3 MI E FROM UKIAH.
 RB0264'18.3 MILES EAST ALONG THE HILGARD ROAD FROM THE POST OFFICE AT UKIAH,
 RB0264'31 1/2 FEET EAST OF THE CENTER LINE OF HILGARD ROAD, 23 FEET WEST OF
 RB0264'THE WEST BANK OF CAMAS CREEK, 18.2 FEET SOUTHEAST OF A 10 INCH PINE
 RB0264'TREE WITH A TRIANGLE BLAZE, AND SET IN THE TOP OF A SAND STONE OUTCROP
 RB0264'PROJECTING 1 1/2 FEET ABOVE THE GROUND, AND ABOUT 2 FEET LOWER THAN
 RB0264'THE ROAD.
 RB0264
 RB0264                          STATION RECOVERY (1966)
 RB0264
 RB0264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 RB0264'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0984 ***********************************************************************
 RD0984  DESIGNATION -  E 51
 RD0984  PID         -  RD0984
 RD0984  STATE/COUNTY-  OR/POLK
 RD0984  USGS QUAD   -  GRAND RONDE (1979)
 RD0984
 RD0984                         *CURRENT SURVEY CONTROL
 RD0984  ___________________________________________________________________
 RD0984* NAD 83(1986)-  45 02 45.     (N)    123 31 10.     (W)     SCALED    
 RD0984* NAVD 88     -        80.527  (meters)     264.20   (feet)  ADJUSTED  
 RD0984  ___________________________________________________________________
 RD0984  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 RD0984  DYNAMIC HT  -          80.529 (meters)     264.20  (feet)  COMP
 RD0984  MODELED GRAV-     980,642.4   (mgal)                       NAVD 88
 RD0984
 RD0984  VERT ORDER  -  FIRST     CLASS II
 RD0984
 RD0984.The horizontal coordinates were scaled from a topographic map and have
 RD0984.an estimated accuracy of +/- 6 seconds.
 RD0984
 RD0984.The orthometric height was determined by differential leveling
 RD0984.and adjusted in June 1991.
 RD0984
 RD0984.The geoid height was determined by GEOID03.
 RD0984
 RD0984.The dynamic height is computed by dividing the NAVD 88
 RD0984.geopotential number by the normal gravity value computed on the
 RD0984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0984.degrees latitude (g = 980.6199 gals.).
 RD0984
 RD0984.The modeled gravity was interpolated from observed gravity values.
 RD0984
 RD0984;                    North         East    Units  Estimated Accuracy
 RD0984;SPC OR N     -   157,700.    2,262,200.      MT  (+/- 180 meters Scaled)
 RD0984
 RD0984                          SUPERSEDED SURVEY CONTROL
 RD0984
 RD0984  NGVD 29 (??/??/92)   79.476  (m)          260.75   (f) ADJ UNCH    1 2
 RD0984
 RD0984.Superseded values are not recommended for survey control.
 RD0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0984.See file dsdata.txt to determine how the superseded data were derived.
 RD0984
 RD0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ590881(NAD 83)
 RD0984_MARKER: DD = SURVEY DISK
 RD0984_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD0984_SP_SET: CULVERT
 RD0984_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0984
 RD0984  HISTORY     - Date     Condition        Report By
 RD0984  HISTORY     - UNK      MONUMENTED       ORDT
 RD0984  HISTORY     - 1930     GOOD             NGS
 RD0984
 RD0984                          STATION DESCRIPTION
 RD0984
 RD0984'DESCRIBED BY NATIONAL GEODETIC SURVEY 1930
 RD0984'5.9 MI E FROM GRANDE RONDE.
 RD0984'SET IN EAST END OF NORTH HEADWALL OF 12 IN. CONCRETE CULVERT FOUR FEET
 RD0984'WEST AND 20 FEET SOUTH OF 14 INCH OAK AND 150 FEET EAST OF P.C. OF
 RD0984'CURVE TO RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0410 ***********************************************************************
 RB0410  DESIGNATION -  E 513
 RB0410  PID         -  RB0410
 RB0410  STATE/COUNTY-  OR/UMATILLA
 RB0410  USGS QUAD   -  MISSION (1974)
 RB0410
 RB0410                         *CURRENT SURVEY CONTROL
 RB0410  ___________________________________________________________________
 RB0410* NAD 83(1986)-  45 40 03.     (N)    118 42 54.     (W)     SCALED    
 RB0410* NAVD 88     -       365.205  (meters)    1198.18   (feet)  ADJUSTED  
 RB0410  ___________________________________________________________________
 RB0410  GEOID HEIGHT-         -20.65  (meters)                     GEOID03
 RB0410  DYNAMIC HT  -         365.168 (meters)    1198.06  (feet)  COMP
 RB0410  MODELED GRAV-     980,506.4   (mgal)                       NAVD 88
 RB0410
 RB0410  VERT ORDER  -  FIRST     CLASS II
 RB0410
 RB0410.The horizontal coordinates were scaled from a topographic map and have
 RB0410.an estimated accuracy of +/- 6 seconds.
 RB0410
 RB0410.The orthometric height was determined by differential leveling
 RB0410.and adjusted in June 1991.
 RB0410
 RB0410.The geoid height was determined by GEOID03.
 RB0410
 RB0410.The dynamic height is computed by dividing the NAVD 88
 RB0410.geopotential number by the normal gravity value computed on the
 RB0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0410.degrees latitude (g = 980.6199 gals.).
 RB0410
 RB0410.The modeled gravity was interpolated from observed gravity values.
 RB0410
 RB0410;                    North         East    Units  Estimated Accuracy
 RB0410;SPC OR N     -   223,880.    2,639,080.      MT  (+/- 180 meters Scaled)
 RB0410
 RB0410                          SUPERSEDED SURVEY CONTROL
 RB0410
 RB0410  NGVD 29 (??/??/92)  364.183  (m)         1194.82   (f) ADJ UNCH    1 2
 RB0410
 RB0410.Superseded values are not recommended for survey control.
 RB0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0410.See file dsdata.txt to determine how the superseded data were derived.
 RB0410
 RB0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL664585(NAD 83)
 RB0410_MARKER: DB = BENCH MARK DISK
 RB0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0410_STAMPING: E 513 1951
 RB0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0410+STABILITY: SURFACE MOTION
 RB0410
 RB0410  HISTORY     - Date     Condition        Report By
 RB0410  HISTORY     - 1951     MONUMENTED       CGS
 RB0410
 RB0410                          STATION DESCRIPTION
 RB0410
 RB0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 RB0410'3.85 MI E FROM PENDLETON.
 RB0410'3.2 MILES EAST ALONG THE UNION PACIFIC RAILROAD TRACK FROM THE UNION
 RB0410'PACIFIC STATION AT PENDLETON TO (USC AND GS BM S 506), THENCE 0.25
 RB0410'MILE EAST ON HIGHWAY 30 TO A T JUNCTION WITH A GRAVEL ROAD LEADING
 RB0410'SOUTH TO PENDLETON AIR WAYS AIRPORT, THENCE 0.2 MILE SOUTH ALONG A
 RB0410'GRAVEL ROAD LEADING SOUTH TO THE AIRPORT HANGER, THENCE 0.2 MILE EAST
 RB0410'TO THE EAST END OF THE EAST-WEST RUNWAY, AT THE EAST END OF THE EAST
 RB0410'AND WEST RUNWAY AND AT THE SOUTHEAST CORNER OF THE RUNWAY, 45 FEET
 RB0410'SOUTH OF THE CENTER OF THE EAST AND WEST RUNWAY, 24 FEET NORTH OF THE
 RB0410'SOUTH EDGE OF THE EAST-WEST RUNWAY, 2 FEET WEST OF THE EAST FENCE LINE
 RB0410'OF THE AIR PORT, 1.7 FEET NORTH OF THE WITNESS POST, AND ABOUT LEVEL
 RB0410'WITH THE RUNWAY, A BRONZE DISK BRAZED ON TOP OF A 3 1/2 INCH IRON PIPE
 RB0410'SET IN CONCRETE, AND PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0042 ***********************************************************************
 RB0042  DESIGNATION -  E 515
 RB0042  PID         -  RB0042
 RB0042  STATE/COUNTY-  OR/UMATILLA
 RB0042  USGS QUAD   -  BLALOCK MOUNTAIN (1995)
 RB0042
 RB0042                         *CURRENT SURVEY CONTROL
 RB0042  ___________________________________________________________________
 RB0042* NAD 83(1986)-  45 47 13.     (N)    118 14 07.     (W)     SCALED    
 RB0042* NAVD 88     -      1175.080  (meters)    3855.24   (feet)  ADJUSTED  
 RB0042  ___________________________________________________________________
 RB0042  GEOID HEIGHT-         -19.30  (meters)                     GEOID03
 RB0042  DYNAMIC HT  -        1174.834 (meters)    3854.43  (feet)  COMP
 RB0042  MODELED GRAV-     980,364.1   (mgal)                       NAVD 88
 RB0042
 RB0042  VERT ORDER  -  SECOND    CLASS 0
 RB0042
 RB0042.The horizontal coordinates were scaled from a topographic map and have
 RB0042.an estimated accuracy of +/- 6 seconds.
 RB0042
 RB0042.The orthometric height was determined by differential leveling
 RB0042.and adjusted in June 1991.
 RB0042
 RB0042.The geoid height was determined by GEOID03.
 RB0042
 RB0042.The dynamic height is computed by dividing the NAVD 88
 RB0042.geopotential number by the normal gravity value computed on the
 RB0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0042.degrees latitude (g = 980.6199 gals.).
 RB0042
 RB0042.The modeled gravity was interpolated from observed gravity values.
 RB0042
 RB0042;                    North         East    Units  Estimated Accuracy
 RB0042;SPC OR N     -   238,080.    2,676,070.      MT  (+/- 180 meters Scaled)
 RB0042
 RB0042                          SUPERSEDED SURVEY CONTROL
 RB0042
 RB0042  NGVD 29 (??/??/92) 1173.925  (m)         3851.45   (f) ADJ UNCH    2 0
 RB0042
 RB0042.Superseded values are not recommended for survey control.
 RB0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0042.See file dsdata.txt to determine how the superseded data were derived.
 RB0042
 RB0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML039711(NAD 83)
 RB0042_MARKER: DB = BENCH MARK DISK
 RB0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0042_STAMPING: E 515 1952
 RB0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0042+STABILITY: SURFACE MOTION
 RB0042
 RB0042  HISTORY     - Date     Condition        Report By
 RB0042  HISTORY     - 1952     MONUMENTED       CGS
 RB0042
 RB0042                          STATION DESCRIPTION
 RB0042
 RB0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 RB0042'8.5 MI W FROM TOLL GATE.
 RB0042'8.5 MILES WEST ALONG STATE HIGHWAY 204 FROM THE POST OFFICE AT TOLL
 RB0042'GATE, 47 FEET NORTHWEST OF THE WEST END OF A CUT, 32.3 FEET NORTH OF
 RB0042'THE CENTER LINE OF THE HIGHWAY, 1.7 FEET SOUTH OF A WITNESS POST,
 RB0042'ABOUT 3 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 RB0042'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0044 ***********************************************************************
 RD0044  DESIGNATION -  E 516
 RD0044  PID         -  RD0044
 RD0044  STATE/COUNTY-  OR/MULTNOMAH
 RD0044  USGS QUAD   -  BRIDAL VEIL (1994)
 RD0044
 RD0044                         *CURRENT SURVEY CONTROL
 RD0044  ___________________________________________________________________
 RD0044* NAD 83(1986)-  45 34 35.     (N)    122 08 19.     (W)     SCALED    
 RD0044* NAVD 88     -        13.591  (meters)      44.59   (feet)  ADJUSTED  
 RD0044  ___________________________________________________________________
 RD0044  GEOID HEIGHT-         -22.12  (meters)                     GEOID03
 RD0044  DYNAMIC HT  -          13.591 (meters)      44.59  (feet)  COMP
 RD0044  MODELED GRAV-     980,588.0   (mgal)                       NAVD 88
 RD0044
 RD0044  VERT ORDER  -  FIRST     CLASS II
 RD0044
 RD0044.The horizontal coordinates were scaled from a topographic map and have
 RD0044.an estimated accuracy of +/- 6 seconds.
 RD0044
 RD0044.The orthometric height was determined by differential leveling
 RD0044.and adjusted in June 1991.
 RD0044.WARNING-Repeat measurements at this control monument indicate possible
 RD0044.vertical movement.
 RD0044
 RD0044.The geoid height was determined by GEOID03.
 RD0044
 RD0044.The dynamic height is computed by dividing the NAVD 88
 RD0044.geopotential number by the normal gravity value computed on the
 RD0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0044.degrees latitude (g = 980.6199 gals.).
 RD0044
 RD0044.The modeled gravity was interpolated from observed gravity values.
 RD0044
 RD0044;                    North         East    Units  Estimated Accuracy
 RD0044;SPC OR N     -   213,510.    2,372,120.      MT  (+/- 180 meters Scaled)
 RD0044
 RD0044                          SUPERSEDED SURVEY CONTROL
 RD0044
 RD0044  NGVD 29 (??/??/92)   12.621  (m)           41.41   (f) ADJ UNCH    1 2
 RD0044
 RD0044.Superseded values are not recommended for survey control.
 RD0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0044.See file dsdata.txt to determine how the superseded data were derived.
 RD0044
 RD0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER672473(NAD 83)
 RD0044_MARKER: DB = BENCH MARK DISK
 RD0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0044_SP_SET: CONCRETE POST
 RD0044_STAMPING: E 516 1957
 RD0044_MARK LOGO: CGS   
 RD0044_PROJECTION: RECESSED 10 CENTIMETERS
 RD0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0044+STABILITY: SURFACE MOTION
 RD0044
 RD0044  HISTORY     - Date     Condition        Report By
 RD0044  HISTORY     - 1957     MONUMENTED       CGS
 RD0044  HISTORY     - 1984     GOOD             USPSQD
 RD0044  HISTORY     - 1987     GOOD             USPSQD
 RD0044  HISTORY     - 1987     GOOD             NGS
 RD0044
 RD0044                          STATION DESCRIPTION
 RD0044
 RD0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 RD0044'2.4 MI NE FROM BRIDAL VEIL.
 RD0044'2.4 MILES NORTHEAST ALONG U.S. HIGHWAY 30 FROM THE UNION PACIFIC
 RD0044'RAILROAD STATION AT BRIDAL VEIL, IN T 1 N - R 5 E, 0.3 MILE WEST OF
 RD0044'THE WEST ENTRANCE TO BENSON STATE PARK, AT A POINT WHERE THE POWER
 RD0044'LINE CROSSES OVER THE HIGHWAY, 40.5 FEET SOUTH OF THE CENTER LINE OF
 RD0044'THE SOUTH LANES OF THE HIGHWAY, 3.9 FEET EAST OF A POWER LINE POLE,
 RD0044'3.3 FEET WEST OF A WITNESS POST, ABOUT 4 FEET LOWER THAN THE HIGHWAY,
 RD0044'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 RD0044'GROUND.
 RD0044
 RD0044                          STATION RECOVERY (1984)
 RD0044
 RD0044'RECOVERY NOTE BY US POWER SQUADRON 1984
 RD0044'WEST END OF LAKE. APPROX, 12 FEET NORTH OF POWER POLE UNDER BASALT
 RD0044'ROCK WITH YELLOW RIBBON.
 RD0044
 RD0044                          STATION RECOVERY (1987)
 RD0044
 RD0044'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWE)
 RD0044'RECOVERED IN GOOD CONDITION.
 RD0044
 RD0044                          STATION RECOVERY (1987)
 RD0044
 RD0044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD0044'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.6 KM
 RD0044'(2.25 MI) EAST ALONG INTERSTATE HIGHWAY 84 FROM THE OVERPASS AT EXIT
 RD0044'28 IN BRIDAL VEIL, 0.48 KM (0.30 MI) WEST OF THE ENTRANCE TO BENSON
 RD0044'STATE PARK, 12.9 M (42.3 FT) SOUTH OF THE HIGHWAY EASTBOUND
 RD0044'CENTERLINE, 4.4 M (14.4 FT) NORTH-NORTHEAST OF A POWER POLE WITH
 RD0044'LINES LEADING EAST AND SOUTH.
 RD0044'THE MARK IS 0.4 METERS  W FROM  A WITNESS POST
 RD0044'THE MARK IS 0.7 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0908 ***********************************************************************
 RB0908  DESIGNATION -  E 517
 RB0908  PID         -  RB0908
 RB0908  STATE/COUNTY-  OR/MORROW
 RB0908  USGS QUAD   -  CLARKE (1993)
 RB0908
 RB0908                         *CURRENT SURVEY CONTROL
 RB0908  ___________________________________________________________________
 RB0908* NAD 83(1986)-  45 49 19.     (N)    119 37 25.     (W)     SCALED    
 RB0908* NAVD 88     -       128.331  (meters)     421.03   (feet)  ADJUSTED  
 RB0908  ___________________________________________________________________
 RB0908  GEOID HEIGHT-         -21.88  (meters)                     GEOID03
 RB0908  DYNAMIC HT  -         128.329 (meters)     421.03  (feet)  COMP
 RB0908  MODELED GRAV-     980,605.8   (mgal)                       NAVD 88
 RB0908
 RB0908  VERT ORDER  -  SECOND    CLASS 0
 RB0908
 RB0908.The horizontal coordinates were scaled from a topographic map and have
 RB0908.an estimated accuracy of +/- 6 seconds.
 RB0908
 RB0908.The orthometric height was determined by differential leveling
 RB0908.and adjusted in June 1991.
 RB0908
 RB0908.The geoid height was determined by GEOID03.
 RB0908
 RB0908.The dynamic height is computed by dividing the NAVD 88
 RB0908.geopotential number by the normal gravity value computed on the
 RB0908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0908.degrees latitude (g = 980.6199 gals.).
 RB0908
 RB0908.The modeled gravity was interpolated from observed gravity values.
 RB0908
 RB0908;                    North         East    Units  Estimated Accuracy
 RB0908;SPC OR N     -   239,870.    2,568,100.      MT  (+/- 180 meters Scaled)
 RB0908
 RB0908                          SUPERSEDED SURVEY CONTROL
 RB0908
 RB0908  NGVD 29 (??/??/92)  127.315  (m)          417.70   (f) ADJ UNCH    2 0
 RB0908
 RB0908.Superseded values are not recommended for survey control.
 RB0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0908.See file dsdata.txt to determine how the superseded data were derived.
 RB0908
 RB0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKL961776(NAD 83)
 RB0908_MARKER: DB = BENCH MARK DISK
 RB0908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0908_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0908_STAMPING: E 517 1959
 RB0908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0908+STABILITY: SURFACE MOTION
 RB0908
 RB0908  HISTORY     - Date     Condition        Report By
 RB0908  HISTORY     - 1959     MONUMENTED       CGS
 RB0908
 RB0908                          STATION DESCRIPTION
 RB0908
 RB0908'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RB0908'4.25 MI SE FROM MESSNER.
 RB0908'0.2 MILE WEST ALONG SAM BOARDMAN AVENUE FROM THE SECTION FOREMANS
 RB0908'HOUSE AT MESSNER, THENCE 0.45 MILE SOUTH ALONG A GRAVEL ROAD, THENCE
 RB0908'2.8 MILES EAST ALONG U.S. HIGHWAY 30, THENCE 0.8 MILE SOUTH ALONG A
 RB0908'GRAVEL ROAD, 0.8 MILE NORTH OF THE CROSSING OF A TELEPHONE LINE, AT A
 RB0908'SLIGHT RISE, ON TOP OF A CUT BANK, 61 FEET WEST OF THE CENTER LINE OF
 RB0908'THE ROAD, 1.5 FEET WEST OF A WITNESS POST, ABOUT 4 FEET HIGHER THAN
 RB0908'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 RB0908'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0969 ***********************************************************************
 RB0969  DESIGNATION -  E 517 X
 RB0969  PID         -  RB0969
 RB0969  STATE/COUNTY-  OR/MORROW
 RB0969  USGS QUAD   -  CECIL (1968)
 RB0969
 RB0969                         *CURRENT SURVEY CONTROL
 RB0969  ___________________________________________________________________
 RB0969* NAD 83(1986)-  45 30 14.     (N)    119 53 39.     (W)     SCALED    
 RB0969* NAVD 88     -       300.367  (meters)     985.45   (feet)  ADJUSTED  
 RB0969  ___________________________________________________________________
 RB0969  GEOID HEIGHT-         -21.32  (meters)                     GEOID03
 RB0969  DYNAMIC HT  -         300.344 (meters)     985.38  (feet)  COMP
 RB0969  MODELED GRAV-     980,531.9   (mgal)                       NAVD 88
 RB0969
 RB0969  VERT ORDER  -  SECOND    CLASS 0
 RB0969
 RB0969.The horizontal coordinates were scaled from a topographic map and have
 RB0969.an estimated accuracy of +/- 6 seconds.
 RB0969
 RB0969.The orthometric height was determined by differential leveling
 RB0969.and adjusted in June 1991.
 RB0969
 RB0969.The geoid height was determined by GEOID03.
 RB0969
 RB0969.The dynamic height is computed by dividing the NAVD 88
 RB0969.geopotential number by the normal gravity value computed on the
 RB0969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0969.degrees latitude (g = 980.6199 gals.).
 RB0969
 RB0969.The modeled gravity was interpolated from observed gravity values.
 RB0969
 RB0969;                    North         East    Units  Estimated Accuracy
 RB0969;SPC OR N     -   204,330.    2,547,340.      MT  (+/- 180 meters Scaled)
 RB0969
 RB0969                          SUPERSEDED SURVEY CONTROL
 RB0969
 RB0969  NGVD 29 (??/??/92)  299.334  (m)          982.07   (f) ADJ UNCH    2 0
 RB0969
 RB0969.Superseded values are not recommended for survey control.
 RB0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0969.See file dsdata.txt to determine how the superseded data were derived.
 RB0969
 RB0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKL739430(NAD 83)
 RB0969_MARKER: DB = BENCH MARK DISK
 RB0969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0969_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0969_STAMPING: E 517 X 1959
 RB0969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0969+STABILITY: SURFACE MOTION
 RB0969
 RB0969  HISTORY     - Date     Condition        Report By
 RB0969  HISTORY     - 1959     MONUMENTED       CGS
 RB0969
 RB0969                          STATION DESCRIPTION
 RB0969
 RB0969'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RB0969'3.45 MI W FROM IONE.
 RB0969'3.45 MILES WEST ALONG STATE HIGHWAY 74 FROM THE UNION PACIFIC RAILROAD
 RB0969'STATION AT IONE, 0.3 MILE WEST OF THE MORROW COUNTY GRAIN GROWERS
 RB0969'ELEVATOR AT MCNAB, 0.05 MILE NORTHWEST OF RAILROAD MILEPOST 25, AT THE
 RB0969'Y JUNCTION OF A GRAVEL ROAD LEADING SOUTHWEST TO A FARMHOUSE, 25 FEET
 RB0969'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 114 FEET EAST OF THE
 RB0969'CENTER LINE OF THE GRAVEL ROAD, 49 1/2 FEET SOUTHWEST AND ACROSS THE
 RB0969'HIGHWAY FROM TELEPHONE POLE 678, 1 1/2 FEET NORTHWEST OF GUY POLE
 RB0969'678A, 1.1 FEET SOUTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE
 RB0969'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT
 RB0969'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0932 ***********************************************************************
 RB0932  DESIGNATION -  E 518
 RB0932  PID         -  RB0932
 RB0932  STATE/COUNTY-  OR/MORROW
 RB0932  USGS QUAD   -  STRAWBERRY CANYON SE (1968)
 RB0932
 RB0932                         *CURRENT SURVEY CONTROL
 RB0932  ___________________________________________________________________
 RB0932* NAD 83(1986)-  45 34 15.     (N)    119 34 15.     (W)     SCALED    
 RB0932* NAVD 88     -       384.495  (meters)    1261.46   (feet)  ADJUSTED  
 RB0932  ___________________________________________________________________
 RB0932  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 RB0932  DYNAMIC HT  -         384.460 (meters)    1261.35  (feet)  COMP
 RB0932  MODELED GRAV-     980,515.8   (mgal)                       NAVD 88
 RB0932
 RB0932  VERT ORDER  -  SECOND    CLASS 0
 RB0932
 RB0932.The horizontal coordinates were scaled from a topographic map and have
 RB0932.an estimated accuracy of +/- 6 seconds.
 RB0932
 RB0932.The orthometric height was determined by differential leveling
 RB0932.and adjusted in June 1991.
 RB0932
 RB0932.The geoid height was determined by GEOID03.
 RB0932
 RB0932.The dynamic height is computed by dividing the NAVD 88
 RB0932.geopotential number by the normal gravity value computed on the
 RB0932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0932.degrees latitude (g = 980.6199 gals.).
 RB0932
 RB0932.The modeled gravity was interpolated from observed gravity values.
 RB0932
 RB0932;                    North         East    Units  Estimated Accuracy
 RB0932;SPC OR N     -   212,010.    2,572,520.      MT  (+/- 180 meters Scaled)
 RB0932
 RB0932                          SUPERSEDED SURVEY CONTROL
 RB0932
 RB0932  NGVD 29 (??/??/92)  383.456  (m)         1258.06   (f) ADJ UNCH    2 0
 RB0932
 RB0932.Superseded values are not recommended for survey control.
 RB0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0932.See file dsdata.txt to determine how the superseded data were derived.
 RB0932
 RB0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKL994495(NAD 83)
 RB0932_MARKER: DB = BENCH MARK DISK
 RB0932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0932_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0932_STAMPING: E 518 1959
 RB0932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0932+STABILITY: SURFACE MOTION
 RB0932
 RB0932  HISTORY     - Date     Condition        Report By
 RB0932  HISTORY     - 1959     MONUMENTED       CGS
 RB0932
 RB0932                          STATION DESCRIPTION
 RB0932
 RB0932'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RB0932'12.0 MI NE FROM LEXINGTON.
 RB0932'12.0 MILES NORTHEAST ALONG STATE HIGHWAY 207 FROM THE PUBLIC SCHOOL AT
 RB0932'LEXINGTON, AT A GATE LEADING INTO A FIELD, 28 FEET NORTHWEST OF THE
 RB0932'CENTER LINE OF THE HIGHWAY, 102 FEET SOUTHWEST OF A POWER POLE, 4 FEET
 RB0932'NORTHEAST OF THE NORTHEAST END OF THE GATE, 0.6 FOOT SOUTHEAST OF A
 RB0932'FENCE, 1.0 FOOT NORTHWEST OF A WITNESS POST, ABOUT 1/2 FOOT HIGHER
 RB0932'THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 RB0932'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0956 ***********************************************************************
 RB0956  DESIGNATION -  E 519
 RB0956  PID         -  RB0956
 RB0956  STATE/COUNTY-  OR/MORROW
 RB0956  USGS QUAD   -  STRAWBERRY CANYON SW (1968)
 RB0956
 RB0956                         *CURRENT SURVEY CONTROL
 RB0956  ___________________________________________________________________
 RB0956* NAD 83(1986)-  45 35 46.     (N)    119 44 14.     (W)     SCALED    
 RB0956* NAVD 88     -       390.803  (meters)    1282.16   (feet)  ADJUSTED  
 RB0956  ___________________________________________________________________
 RB0956  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 RB0956  DYNAMIC HT  -         390.772 (meters)    1282.06  (feet)  COMP
 RB0956  MODELED GRAV-     980,524.7   (mgal)                       NAVD 88
 RB0956
 RB0956  VERT ORDER  -  SECOND    CLASS 0
 RB0956
 RB0956.The horizontal coordinates were scaled from a topographic map and have
 RB0956.an estimated accuracy of +/- 6 seconds.
 RB0956
 RB0956.The orthometric height was determined by differential leveling
 RB0956.and adjusted in June 1991.
 RB0956
 RB0956.The geoid height was determined by GEOID03.
 RB0956
 RB0956.The dynamic height is computed by dividing the NAVD 88
 RB0956.geopotential number by the normal gravity value computed on the
 RB0956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0956.degrees latitude (g = 980.6199 gals.).
 RB0956
 RB0956.The modeled gravity was interpolated from observed gravity values.
 RB0956
 RB0956;                    North         East    Units  Estimated Accuracy
 RB0956;SPC OR N     -   214,690.    2,559,510.      MT  (+/- 180 meters Scaled)
 RB0956
 RB0956                          SUPERSEDED SURVEY CONTROL
 RB0956
 RB0956  NGVD 29 (??/??/92)  389.772  (m)         1278.78   (f) ADJ UNCH    2 0
 RB0956
 RB0956.Superseded values are not recommended for survey control.
 RB0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0956.See file dsdata.txt to determine how the superseded data were derived.
 RB0956
 RB0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKL865528(NAD 83)
 RB0956_MARKER: DB = BENCH MARK DISK
 RB0956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0956_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0956_STAMPING: E 519 1959
 RB0956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0956+STABILITY: SURFACE MOTION
 RB0956
 RB0956  HISTORY     - Date     Condition        Report By
 RB0956  HISTORY     - 1959     MONUMENTED       CGS
 RB0956
 RB0956                          STATION DESCRIPTION
 RB0956
 RB0956'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RB0956'12.1 MI E FROM CECIL.
 RB0956'1.4 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE POST
 RB0956'OFFICE AT CECIL, THENCE 0.2 MILE NORTHEAST ACROSS COUNTRY, THENCE 9.5
 RB0956'MILES EAST ALONG A GRAVEL ROAD, THENCE 0.5 MILE SOUTH ALONG A GRAVEL
 RB0956'ROAD, THENCE 0.5 MILE EAST ALONG A GRAVEL ROAD, 0.5 MILE WEST OF THE
 RB0956'JUNCTION OF A GRAVEL ROAD LEADING NORTH TO THE PROUDFOOT FARM, 0.5
 RB0956'MILE EAST OF THE JUNCTION OF A NORTH-SOUTH GRAVEL ROAD, 19 1/2 FEET
 RB0956'SOUTH OF THE CENTER LINE OF THE ROAD, 63 FEET SOUTHEAST AND ACROSS THE
 RB0956'ROAD FROM A TELEPHONE POLE, 1 1/2 FEET NORTH OF A POWER POLE, 1.8 FEET
 RB0956'SOUTH OF A WITNESS POST, ABOUT 1/2 FOOT HIGHER THAN THE ROAD, AND SET
 RB0956'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0560 ***********************************************************************
 RB0560  DESIGNATION -  E 520
 RB0560  PID         -  RB0560
 RB0560  STATE/COUNTY-  OR/MORROW
 RB0560  USGS QUAD   -  VEY RANCH (1968)
 RB0560
 RB0560                         *CURRENT SURVEY CONTROL
 RB0560  ___________________________________________________________________
 RB0560* NAD 83(1986)-  45 32 37.     (N)    119 21 26.     (W)     SCALED    
 RB0560* NAVD 88     -       402.701  (meters)    1321.19   (feet)  ADJUSTED  
 RB0560  ___________________________________________________________________
 RB0560  GEOID HEIGHT-         -21.14  (meters)                     GEOID03
 RB0560  DYNAMIC HT  -         402.648 (meters)    1321.02  (feet)  COMP
 RB0560  MODELED GRAV-     980,474.3   (mgal)                       NAVD 88
 RB0560
 RB0560  VERT ORDER  -  SECOND    CLASS 0
 RB0560
 RB0560.The horizontal coordinates were scaled from a topographic map and have
 RB0560.an estimated accuracy of +/- 6 seconds.
 RB0560
 RB0560.The orthometric height was determined by differential leveling
 RB0560.and adjusted in June 1991.
 RB0560
 RB0560.The geoid height was determined by GEOID03.
 RB0560
 RB0560.The dynamic height is computed by dividing the NAVD 88
 RB0560.geopotential number by the normal gravity value computed on the
 RB0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0560.degrees latitude (g = 980.6199 gals.).
 RB0560
 RB0560.The modeled gravity was interpolated from observed gravity values.
 RB0560
 RB0560;                    North         East    Units  Estimated Accuracy
 RB0560;SPC OR N     -   209,200.    2,589,240.      MT  (+/- 180 meters Scaled)
 RB0560
 RB0560                          SUPERSEDED SURVEY CONTROL
 RB0560
 RB0560  NGVD 29 (??/??/92)  401.647  (m)         1317.74   (f) ADJ UNCH    2 0
 RB0560
 RB0560.Superseded values are not recommended for survey control.
 RB0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0560.See file dsdata.txt to determine how the superseded data were derived.
 RB0560
 RB0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL159460(NAD 83)
 RB0560_MARKER: DB = BENCH MARK DISK
 RB0560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0560_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0560_STAMPING: E 520 1959
 RB0560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0560+STABILITY: SURFACE MOTION
 RB0560
 RB0560  HISTORY     - Date     Condition        Report By
 RB0560  HISTORY     - 1959     MONUMENTED       CGS
 RB0560
 RB0560                          STATION DESCRIPTION
 RB0560
 RB0560'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RB0560'15.35 MI NW FROM VINSON.
 RB0560'0.2 MILE NORTHEAST ALONG STATE HIGHWAY 74 FROM THE CONCRETE BRIDGE
 RB0560'OVER THE NORTH FORK OF BUTTER CREEK AT VINSON, THENCE 15.15 MILES
 RB0560'NORTHWEST ALONG A GRAVEL ROAD, 0.35 MILE EAST OF THE JUNCTION OF A
 RB0560'DIRT ROAD LEADING SOUTH TO A SMALL WHITE HOUSE, 67 FEET SOUTH OF THE
 RB0560'CENTER LINE OF THE ROAD, 144 FEET EAST OF A FENCE CORNER, 28 FEET WEST
 RB0560'OF THE NORTHWEST CORNER OF A ROCK CAREN FOR A FENCE HOLD DOWN, 1.0
 RB0560'FOOT NORTH OF A FENCE, 1.3 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL
 RB0560'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 RB0560'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0523 ***********************************************************************
 RB0523  DESIGNATION -  E 521
 RB0523  PID         -  RB0523
 RB0523  STATE/COUNTY-  OR/UMATILLA
 RB0523  USGS QUAD   -  JUNIPER (1993)
 RB0523
 RB0523                         *CURRENT SURVEY CONTROL
 RB0523  ___________________________________________________________________
 RB0523* NAD 83(1986)-  45 57 46.     (N)    119 01 17.     (W)     SCALED    
 RB0523* NAVD 88     -       107.836  (meters)     353.79   (feet)  ADJUSTED  
 RB0523  ___________________________________________________________________
 RB0523  GEOID HEIGHT-         -21.55  (meters)                     GEOID03
 RB0523  DYNAMIC HT  -         107.835 (meters)     353.79  (feet)  COMP
 RB0523  MODELED GRAV-     980,604.3   (mgal)                       NAVD 88
 RB0523
 RB0523  VERT ORDER  -  FIRST     CLASS I
 RB0523
 RB0523.The horizontal coordinates were scaled from a topographic map and have
 RB0523.an estimated accuracy of +/- 6 seconds.
 RB0523
 RB0523.The orthometric height was determined by differential leveling
 RB0523.and adjusted in June 1991.
 RB0523
 RB0523.The geoid height was determined by GEOID03.
 RB0523
 RB0523.The dynamic height is computed by dividing the NAVD 88
 RB0523.geopotential number by the normal gravity value computed on the
 RB0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0523.degrees latitude (g = 980.6199 gals.).
 RB0523
 RB0523.The modeled gravity was interpolated from observed gravity values.
 RB0523
 RB0523;                    North         East    Units  Estimated Accuracy
 RB0523;SPC OR N     -   256,210.    2,614,610.      MT  (+/- 180 meters Scaled)
 RB0523
 RB0523                          SUPERSEDED SURVEY CONTROL
 RB0523
 RB0523  NGVD 29 (??/??/92)  106.827  (m)          350.48   (f) ADJ UNCH    1 1
 RB0523
 RB0523.Superseded values are not recommended for survey control.
 RB0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0523.See file dsdata.txt to determine how the superseded data were derived.
 RB0523
 RB0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL433918(NAD 83)
 RB0523_MARKER: DD = SURVEY DISK
 RB0523_SETTING: 66 = SET IN ROCK OUTCROP
 RB0523_SP_SET: OUTCROP
 RB0523_STAMPING: E 521 1955
 RB0523_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RB0523+STABILITY: POSITION/ELEVATION WELL
 RB0523
 RB0523  HISTORY     - Date     Condition        Report By
 RB0523  HISTORY     - 1955     MONUMENTED       DOD
 RB0523  HISTORY     - 1968     GOOD             NGS
 RB0523
 RB0523                          STATION DESCRIPTION
 RB0523
 RB0523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RB0523'16.75 MI NE FROM UMATILLA.
 RB0523'16.75 MILES NORTHEAST ALONG U.S. HIGHWAY 730 FROM THE POST OFFICE AT
 RB0523'UMATILLA, IN R30E T6N, SECTION 35, 0.7 MILE NORTHEAST OF MILEPOST 198,
 RB0523'0.3 MILE SOUTHWEST OF MILEPOST 199, AT THE BASE OF A MASSIVE OUTCROP
 RB0523'IN A CUT, IN THE TOP OF A LEDGE OF AN OUTCROP WHICH PROJECTS ABOUT 1
 RB0523'1/2 FEET ABOVE THE GROUND, 24 FEET SOUTHEAST OF THE CENTER LINE OF THE
 RB0523'HIGHWAY, 121 FEET EAST AND ACROSS THE HIGHWAY FROM RAILROAD MILEPOLE
 RB0523'203, 63 FEET SOUTHEAST AND ACROSS THE HIGHWAY FROM THE FIRST TELEPHONE
 RB0523'POLE NORTHEAST OF THE MILEPOLE, AND ABOUT 1 FOOT HIGHER THAN THE
 RB0523'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0646 ***********************************************************************
 RB0646  DESIGNATION -  E 525
 RB0646  PID         -  RB0646
 RB0646  STATE/COUNTY-  OR/UMATILLA
 RB0646  USGS QUAD   -  HAT ROCK (1993)
 RB0646
 RB0646                         *CURRENT SURVEY CONTROL
 RB0646  ___________________________________________________________________
 RB0646* NAD 83(1986)-  45 54 09.     (N)    119 12 13.     (W)     SCALED    
 RB0646* NAVD 88     -       140.122  (meters)     459.72   (feet)  ADJUSTED  
 RB0646  ___________________________________________________________________
 RB0646  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 RB0646  DYNAMIC HT  -         140.121 (meters)     459.71  (feet)  COMP
 RB0646  MODELED GRAV-     980,605.5   (mgal)                       NAVD 88
 RB0646
 RB0646  VERT ORDER  -  FIRST     CLASS I
 RB0646
 RB0646.The horizontal coordinates were scaled from a topographic map and have
 RB0646.an estimated accuracy of +/- 6 seconds.
 RB0646
 RB0646.The orthometric height was determined by differential leveling
 RB0646.and adjusted in June 1991.
 RB0646
 RB0646.The geoid height was determined by GEOID03.
 RB0646
 RB0646.The dynamic height is computed by dividing the NAVD 88
 RB0646.geopotential number by the normal gravity value computed on the
 RB0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0646.degrees latitude (g = 980.6199 gals.).
 RB0646
 RB0646.The modeled gravity was interpolated from observed gravity values.
 RB0646
 RB0646;                    North         East    Units  Estimated Accuracy
 RB0646;SPC OR N     -   249,270.    2,600,590.      MT  (+/- 180 meters Scaled)
 RB0646
 RB0646                          SUPERSEDED SURVEY CONTROL
 RB0646
 RB0646  NGVD 29 (??/??/92)  139.115  (m)          456.41   (f) ADJ UNCH    1 1
 RB0646
 RB0646.Superseded values are not recommended for survey control.
 RB0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0646.See file dsdata.txt to determine how the superseded data were derived.
 RB0646
 RB0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL290855(NAD 83)
 RB0646_MARKER: DB = BENCH MARK DISK
 RB0646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0646_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0646_STAMPING: E 525 1951
 RB0646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0646+STABILITY: SURFACE MOTION
 RB0646
 RB0646  HISTORY     - Date     Condition        Report By
 RB0646  HISTORY     - 1951     MONUMENTED       CGS
 RB0646  HISTORY     - 1968     GOOD             NGS
 RB0646
 RB0646                          STATION DESCRIPTION
 RB0646
 RB0646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RB0646'6.9 MI E FROM UMATILLA.
 RB0646'6.9 MILES EAST ALONG U.S. HIGHWAY 730 FROM THE POST OFFICE AT
 RB0646'UMATILLA, IN R29E T5N, SECTION 20, 0.1 MILE EAST OF THE JUNCTION OF A
 RB0646'TRACK ROAD SOUTH, 47 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 7.4
 RB0646'FEET NORTH OF A FENCE, 1.8 FEET EAST OF A ITNESS POST, ABOUT 2 1/2
 RB0646'FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 RB0646'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0947 ***********************************************************************
 RC0947  DESIGNATION -  E 534
 RC0947  PID         -  RC0947
 RC0947  STATE/COUNTY-  OR/WASCO
 RC0947  USGS QUAD   -  LYLE (1994)
 RC0947
 RC0947                         *CURRENT SURVEY CONTROL
 RC0947  ___________________________________________________________________
 RC0947* NAD 83(1986)-  45 41 36.     (N)    121 19 19.     (W)     SCALED    
 RC0947* NAVD 88     -        37.032  (meters)     121.50   (feet)  ADJUSTED  
 RC0947  ___________________________________________________________________
 RC0947  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 RC0947  DYNAMIC HT  -          37.032 (meters)     121.50  (feet)  COMP
 RC0947  MODELED GRAV-     980,611.9   (mgal)                       NAVD 88
 RC0947
 RC0947  VERT ORDER  -  FIRST     CLASS II
 RC0947
 RC0947.The horizontal coordinates were scaled from a topographic map and have
 RC0947.an estimated accuracy of +/- 6 seconds.
 RC0947
 RC0947.The orthometric height was determined by differential leveling
 RC0947.and adjusted in June 1991.
 RC0947
 RC0947.The geoid height was determined by GEOID03.
 RC0947
 RC0947.The dynamic height is computed by dividing the NAVD 88
 RC0947.geopotential number by the normal gravity value computed on the
 RC0947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0947.degrees latitude (g = 980.6199 gals.).
 RC0947
 RC0947.The modeled gravity was interpolated from observed gravity values.
 RC0947
 RC0947;                    North         East    Units  Estimated Accuracy
 RC0947;SPC OR N     -   225,540.    2,435,980.      MT  (+/- 180 meters Scaled)
 RC0947
 RC0947                          SUPERSEDED SURVEY CONTROL
 RC0947
 RC0947  NGVD 29 (??/??/92)   36.013  (m)          118.15   (f) ADJ UNCH    1 2
 RC0947
 RC0947.Superseded values are not recommended for survey control.
 RC0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0947.See file dsdata.txt to determine how the superseded data were derived.
 RC0947
 RC0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR306613(NAD 83)
 RC0947_MARKER: DD = SURVEY DISK
 RC0947_SETTING: 66 = SET IN ROCK OUTCROP
 RC0947_SP_SET: ROCK CUT
 RC0947_STAMPING: E 534 1954
 RC0947_MARK LOGO: ORHD  
 RC0947_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RC0947+STABILITY: POSITION/ELEVATION WELL
 RC0947
 RC0947  HISTORY     - Date     Condition        Report By
 RC0947  HISTORY     - 1954     MONUMENTED       ORDT
 RC0947  HISTORY     - 1957     GOOD             NGS
 RC0947  HISTORY     - 1987     GOOD             NGS
 RC0947
 RC0947                          STATION DESCRIPTION
 RC0947
 RC0947'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 RC0947'2.6 MI NW FROM ROWENA.
 RC0947'2.6 MILES NORTHWEST ALONG U.S. HIGHWAY 30 FROM THE UNION PACIFIC
 RC0947'RAILROAD STATION SIGN AT ROWENA, IN T 3 N - R 12 E, 4.0 MILES EAST OF
 RC0947'MOSIER, 0.1 MILE EAST OF HIGHWAY STATION 1752+56.94, 56.1 FEET SOUTH
 RC0947'OF THE CENTER LINE OF THE HIGHWAY, 49 FEET SOUTHEAST OF THE EAST END
 RC0947'OF A CUT BANK, 2.6 FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF
 RC0947'THE SOUTH END OF A ROCK OUTCROP AND ABOUT 1 FOOT HIGHER THAN THE
 RC0947'HIGHWAY.
 RC0947
 RC0947                          STATION RECOVERY (1987)
 RC0947
 RC0947'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RC0947'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.2 KM
 RC0947'(2.60 MI) WEST ALONG INTERSTATE HIGHWAY 84 FROM THE OVERPASS AT
 RC0947'ROWENA, AT THE EAST END OF A LONG CUT, 16.9 M (55.4 FT) SOUTH OF THE
 RC0947'EASTBOUND HIGHWAY CENTERLINE.
 RC0947'THE MARK IS 1.6 METERS  SSW FROM A WITNESS POST.
 RC0947'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0668 ***********************************************************************
 RC0668  DESIGNATION -  E 543
 RC0668  PID         -  RC0668
 RC0668  STATE/COUNTY-  OR/SHERMAN
 RC0668  USGS QUAD   -  WISHRAM (1994)
 RC0668
 RC0668                         *CURRENT SURVEY CONTROL
 RC0668  ___________________________________________________________________
 RC0668* NAD 83(1986)-  45 38 16.     (N)    120 53 41.     (W)     SCALED    
 RC0668* NAVD 88     -        64.982  (meters)     213.20   (feet)  ADJUSTED  
 RC0668  ___________________________________________________________________
 RC0668  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 RC0668  DYNAMIC HT  -          64.981 (meters)     213.19  (feet)  COMP
 RC0668  MODELED GRAV-     980,597.9   (mgal)                       NAVD 88
 RC0668
 RC0668  VERT ORDER  -  FIRST     CLASS I
 RC0668
 RC0668.The horizontal coordinates were scaled from a topographic map and have
 RC0668.an estimated accuracy of +/- 6 seconds.
 RC0668
 RC0668.The orthometric height was determined by differential leveling
 RC0668.and adjusted in June 1991.
 RC0668
 RC0668.The geoid height was determined by GEOID03.
 RC0668
 RC0668.The dynamic height is computed by dividing the NAVD 88
 RC0668.geopotential number by the normal gravity value computed on the
 RC0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0668.degrees latitude (g = 980.6199 gals.).
 RC0668
 RC0668.The modeled gravity was interpolated from observed gravity values.
 RC0668
 RC0668;                    North         East    Units  Estimated Accuracy
 RC0668;SPC OR N     -   219,110.    2,469,230.      MT  (+/- 180 meters Scaled)
 RC0668
 RC0668                          SUPERSEDED SURVEY CONTROL
 RC0668
 RC0668  NGVD 29 (??/??/92)   63.989  (m)          209.94   (f) ADJ UNCH    1 1
 RC0668
 RC0668.Superseded values are not recommended for survey control.
 RC0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0668.See file dsdata.txt to determine how the superseded data were derived.
 RC0668
 RC0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR640559(NAD 83)
 RC0668_MARKER: DD = SURVEY DISK
 RC0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC0668_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC0668_STAMPING: E 543 1956
 RC0668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0668+STABILITY: SURFACE MOTION
 RC0668
 RC0668  HISTORY     - Date     Condition        Report By
 RC0668  HISTORY     - 1956     MONUMENTED       ORDT
 RC0668  HISTORY     - 1968     GOOD             NGS
 RC0668
 RC0668                          STATION DESCRIPTION
 RC0668
 RC0668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RC0668'8.65 MI SW FROM RUFUS.
 RC0668'7.75 MILES SOUTHWEST ALONG FORMER U.S. HIGHWAY 30 FROM THE POST OFFICE
 RC0668'AT RUFUS, THENCE 0.9 MILE SOUTHWEST ALONG STATE HIGHWAY 206, 0.15 MILE
 RC0668'SOUTHWEST OF HIGHWAY MILEPOST 4, 35 1/2 FEET NORTHWEST OF THE CENTER
 RC0668'LINE OF THE HIGHWAY, 66.5 FEET NORTHEAST OF THE NORTHEAST END OF A
 RC0668'GUARDRAIL, 1.5 FEET SOUTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE
 RC0668'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT
 RC0668'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0477 ***********************************************************************
 NY0477  DESIGNATION -  E 546
 NY0477  PID         -  NY0477
 NY0477  STATE/COUNTY-  OR/KLAMATH
 NY0477  USGS QUAD   -  MODOC POINT (1985)
 NY0477
 NY0477                         *CURRENT SURVEY CONTROL
 NY0477  ___________________________________________________________________
 NY0477* NAD 83(1986)-  42 24 42.     (N)    121 50 06.     (W)     SCALED    
 NY0477* NAVD 88     -      1270.458  (meters)    4168.16   (feet)  ADJUSTED  
 NY0477  ___________________________________________________________________
 NY0477  GEOID HEIGHT-         -22.48  (meters)                     GEOID03
 NY0477  DYNAMIC HT  -        1269.695 (meters)    4165.66  (feet)  COMP
 NY0477  MODELED GRAV-     979,976.6   (mgal)                       NAVD 88
 NY0477
 NY0477  VERT ORDER  -  FIRST     CLASS II
 NY0477
 NY0477.The horizontal coordinates were scaled from a topographic map and have
 NY0477.an estimated accuracy of +/- 6 seconds.
 NY0477
 NY0477.The orthometric height was determined by differential leveling
 NY0477.and adjusted in June 1991.
 NY0477
 NY0477.The geoid height was determined by GEOID03.
 NY0477
 NY0477.The dynamic height is computed by dividing the NAVD 88
 NY0477.geopotential number by the normal gravity value computed on the
 NY0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0477.degrees latitude (g = 980.6199 gals.).
 NY0477
 NY0477.The modeled gravity was interpolated from observed gravity values.
 NY0477
 NY0477;                    North         East    Units  Estimated Accuracy
 NY0477;SPC OR S     -    83,630.    1,390,120.      MT  (+/- 180 meters Scaled)
 NY0477
 NY0477                          SUPERSEDED SURVEY CONTROL
 NY0477
 NY0477  NGVD 29 (??/??/92) 1269.315  (m)         4164.41   (f) ADJ UNCH    1 2
 NY0477
 NY0477.Superseded values are not recommended for survey control.
 NY0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0477.See file dsdata.txt to determine how the superseded data were derived.
 NY0477
 NY0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM958961(NAD 83)
 NY0477_MARKER: DB = BENCH MARK DISK
 NY0477_SETTING: 80 = SET IN A BOULDER
 NY0477_SP_SET: IN DRILL HOLE IN A BOULDER
 NY0477_STAMPING: E 546 1954
 NY0477_MARK LOGO: CGS   
 NY0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0477+STABILITY: SURFACE MOTION
 NY0477_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NY0477+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1988
 NY0477
 NY0477  HISTORY     - Date     Condition        Report By
 NY0477  HISTORY     - 1954     MONUMENTED       CGS
 NY0477  HISTORY     - 19880630 GOOD             NGS
 NY0477
 NY0477                          STATION DESCRIPTION
 NY0477
 NY0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NY0477'12.8 MI S FROM CHILOQUIN.
 NY0477'12.8 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 NY0477'STATION AT CHILOQUIN, 14.6 MILES NORTH OF KLAMATH FALLS, 0.15 MILE
 NY0477'SOUTH OF MILEPOLE 444, BETWEEN THE TRACK AND U. S. HIGHWAY 97, IN THE
 NY0477'TOP OF A 9-FOOT-LONG BOULDER PROTRUDING FROM THE WEST SLOPE OF THE
 NY0477'HILLSIDE, 50 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 35.2 FEET
 NY0477'EAST OF THE EAST RAIL, 28 FEET SOUTHEAST OF A POLE WITH TWO WHITE
 NY0477'PAINTED RINGS AROUND IT SUPPORTING A SLIDE SIGNAL FENCE, 18.9 FEET
 NY0477'EAST OF THE FENCE, 4.2 FEET SOUTH OF THE NORTH END OF THE BOULDER,
 NY0477'ABOUT 15 FEET HIGHER THAN THE TRACK, AND ABOUT 10 FEET LOWER THAN THE
 NY0477'HIGHWAY.
 NY0477
 NY0477                          STATION RECOVERY (1988)
 NY0477
 NY0477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 NY0477'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  20.6 KM
 NY0477'(12.80 MI) SOUTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 NY0477'JUNCTION OF STATE HIGHWAY 422 IN CHILOQUIN, OR 23.5 KM (14.60 MI)
 NY0477'NORTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION IN
 NY0477'KLAMATH FALLS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0417 ***********************************************************************
 NY0417  DESIGNATION -  E 547
 NY0417  PID         -  NY0417
 NY0417  STATE/COUNTY-  OR/KLAMATH
 NY0417  USGS QUAD   -  HAMAKER MTN (1986)
 NY0417
 NY0417                         *CURRENT SURVEY CONTROL
 NY0417  ___________________________________________________________________
 NY0417* NAD 83(1986)-  42 02 21.     (N)    121 53 47.     (W)     SCALED    
 NY0417* NAVD 88     -      1265.018  (meters)    4150.31   (feet)  ADJUSTED  
 NY0417  ___________________________________________________________________
 NY0417  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 NY0417  DYNAMIC HT  -        1264.230 (meters)    4147.73  (feet)  COMP
 NY0417  MODELED GRAV-     979,955.4   (mgal)                       NAVD 88
 NY0417
 NY0417  VERT ORDER  -  FIRST     CLASS II
 NY0417
 NY0417.The horizontal coordinates were scaled from a topographic map and have
 NY0417.an estimated accuracy of +/- 6 seconds.
 NY0417
 NY0417.The orthometric height was determined by differential leveling
 NY0417.and adjusted in June 1991.
 NY0417
 NY0417.The geoid height was determined by GEOID03.
 NY0417
 NY0417.The dynamic height is computed by dividing the NAVD 88
 NY0417.geopotential number by the normal gravity value computed on the
 NY0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0417.degrees latitude (g = 980.6199 gals.).
 NY0417
 NY0417.The modeled gravity was interpolated from observed gravity values.
 NY0417
 NY0417;                    North         East    Units  Estimated Accuracy
 NY0417;SPC OR S     -    42,340.    1,384,370.      MT  (+/- 180 meters Scaled)
 NY0417
 NY0417                          SUPERSEDED SURVEY CONTROL
 NY0417
 NY0417  NGVD 29 (??/??/92) 1263.895  (m)         4146.63   (f) ADJ UNCH    1 2
 NY0417
 NY0417.Superseded values are not recommended for survey control.
 NY0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0417.See file dsdata.txt to determine how the superseded data were derived.
 NY0417
 NY0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM913547(NAD 83)
 NY0417_MARKER: DB = BENCH MARK DISK
 NY0417_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NY0417_SP_SET: CATTLE PASS
 NY0417_STAMPING: E 547 1954
 NY0417_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NY0417
 NY0417  HISTORY     - Date     Condition        Report By
 NY0417  HISTORY     - 1954     MONUMENTED       CGS
 NY0417
 NY0417                          STATION DESCRIPTION
 NY0417
 NY0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NY0417'15.7 MI S FROM KLAMATH FALLS.
 NY0417'15.7 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 NY0417'STATION AT KLAMATH FALLS, 1 POLE NORTH OF MILEPOLE 414, AT BALLAST
 NY0417'DECK CATTLE PASS 414. 03, IN THE TOP OF THE NORTHWEST CORNER, 7.2 FEET
 NY0417'NORTH OF THE NORTH RAIL, AND ABOUT 1 1/2 FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0157 ***********************************************************************
 NZ0157  DESIGNATION -  E 548
 NZ0157  PID         -  NZ0157
 NZ0157  STATE/COUNTY-  OR/JACKSON
 NZ0157  USGS QUAD   -  SISKIYOU PASS (1983)
 NZ0157
 NZ0157                         *CURRENT SURVEY CONTROL
 NZ0157  ___________________________________________________________________
 NZ0157* NAD 83(1986)-  42 06 23.     (N)    122 37 06.     (W)     SCALED    
 NZ0157* NAVD 88     -      1133.114  (meters)    3717.56   (feet)  POSTED    
 NZ0157  ___________________________________________________________________
 NZ0157  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 NZ0157  DYNAMIC HT  -        1132.490 (meters)    3715.51  (feet)  COMP
 NZ0157  MODELED GRAV-     980,032.4   (mgal)                       NAVD 88
 NZ0157
 NZ0157  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 NZ0157
 NZ0157.The horizontal coordinates were scaled from a topographic map and have
 NZ0157.an estimated accuracy of +/- 6 seconds.
 NZ0157
 NZ0157.The orthometric height was determined by differential leveling
 NZ0157.and adjusted by the  in 1992.
 NZ0157.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 NZ0157.was located on a no-check spur therefore a value was not computed.
 NZ0157.No vertical observational check was made to the station.
 NZ0157
 NZ0157.The geoid height was determined by GEOID03.
 NZ0157
 NZ0157.The dynamic height is computed by dividing the NAVD 88
 NZ0157.geopotential number by the normal gravity value computed on the
 NZ0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0157.degrees latitude (g = 980.6199 gals.).
 NZ0157
 NZ0157.The modeled gravity was interpolated from observed gravity values.
 NZ0157
 NZ0157;                    North         East    Units  Estimated Accuracy
 NZ0157;SPC OR S     -    51,060.    1,324,790.      MT  (+/- 180 meters Scaled)
 NZ0157
 NZ0157                          SUPERSEDED SURVEY CONTROL
 NZ0157
 NZ0157  NGVD 29 (??/??/92) 1132.016  (m)         3713.96   (f) ADJ UNCH    1 2
 NZ0157
 NZ0157.Superseded values are not recommended for survey control.
 NZ0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0157.See file dsdata.txt to determine how the superseded data were derived.
 NZ0157
 NZ0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM315616(NAD 83)
 NZ0157_MARKER: DB = BENCH MARK DISK
 NZ0157_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NZ0157_SP_SET: CULVERT
 NZ0157_STAMPING: E 548 1954
 NZ0157_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0157
 NZ0157  HISTORY     - Date     Condition        Report By
 NZ0157  HISTORY     - 1954     MONUMENTED       CGS
 NZ0157  HISTORY     - 1977     MARK NOT FOUND   USGS
 NZ0157
 NZ0157                          STATION DESCRIPTION
 NZ0157
 NZ0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NZ0157'2.9 MI N FROM SISKIYOU.
 NZ0157'2.9 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 NZ0157'STATION AT SISKIYOU, 85 FEET WEST OF AND ACROSS THE TRACKS FROM
 NZ0157'MILEPOLE 415, AT A 24-INCH CAST IRON PIPE CULVERT, IN THE TOP OF THE
 NZ0157'CENTER OF THE SOUTHWEST CEMENT STONE MASONRY U-SHAPED HEAD WALL, 8.3
 NZ0157'FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND ABOUT 1 FOOT LOWER THAN THE
 NZ0157'TRACK.
 NZ0157
 NZ0157                          STATION RECOVERY (1977)
 NZ0157
 NZ0157'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 NZ0157'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0204 ***********************************************************************
 NZ0204  DESIGNATION -  E 549
 NZ0204  PID         -  NZ0204
 NZ0204  STATE/COUNTY-  OR/JACKSON
 NZ0204  USGS QUAD   -  MEDFORD EAST (1983)
 NZ0204
 NZ0204                         *CURRENT SURVEY CONTROL
 NZ0204  ___________________________________________________________________
 NZ0204* NAD 83(1986)-  42 18 22.     (N)    122 51 17.     (W)     SCALED    
 NZ0204* NAVD 88     -       432.443  (meters)    1418.77   (feet)  ADJUSTED  
 NZ0204  ___________________________________________________________________
 NZ0204  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 NZ0204  DYNAMIC HT  -         432.269 (meters)    1418.20  (feet)  COMP
 NZ0204  MODELED GRAV-     980,207.7   (mgal)                       NAVD 88
 NZ0204
 NZ0204  VERT ORDER  -  FIRST     CLASS II
 NZ0204
 NZ0204.The horizontal coordinates were scaled from a topographic map and have
 NZ0204.an estimated accuracy of +/- 6 seconds.
 NZ0204
 NZ0204.The orthometric height was determined by differential leveling
 NZ0204.and adjusted in June 1991.
 NZ0204
 NZ0204.The geoid height was determined by GEOID03.
 NZ0204
 NZ0204.The dynamic height is computed by dividing the NAVD 88
 NZ0204.geopotential number by the normal gravity value computed on the
 NZ0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0204.degrees latitude (g = 980.6199 gals.).
 NZ0204
 NZ0204.The modeled gravity was interpolated from observed gravity values.
 NZ0204
 NZ0204;                    North         East    Units  Estimated Accuracy
 NZ0204;SPC OR S     -    73,760.    1,305,870.      MT  (+/- 180 meters Scaled)
 NZ0204
 NZ0204                          SUPERSEDED SURVEY CONTROL
 NZ0204
 NZ0204  NGVD 29 (??/??/92)  431.419  (m)         1415.41   (f) ADJ UNCH    1 2
 NZ0204
 NZ0204.Superseded values are not recommended for survey control.
 NZ0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0204.See file dsdata.txt to determine how the superseded data were derived.
 NZ0204
 NZ0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM119837(NAD 83)
 NZ0204_MARKER: DB = BENCH MARK DISK
 NZ0204_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NZ0204_SP_SET: CULVERT
 NZ0204_STAMPING: E 549 1954
 NZ0204_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0204
 NZ0204  HISTORY     - Date     Condition        Report By
 NZ0204  HISTORY     - 1954     MONUMENTED       CGS
 NZ0204  HISTORY     - 1977     MARK NOT FOUND   USGS
 NZ0204  HISTORY     - 1987     MARK NOT FOUND   NGS
 NZ0204
 NZ0204                          STATION DESCRIPTION
 NZ0204
 NZ0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NZ0204'1.8 MI SE FROM MEDFORD.
 NZ0204'1.8 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 NZ0204'THE STATION AT MEDFORD, AT 24-INCH CAST IRON PIPE CULVERT 440.07, IN
 NZ0204'THE TOP OF THE NORTHWEST END OF THE NORTHEAST CONCRETE HEAD WALL,
 NZ0204'ABOUT 40 YARDS SOUTH OF A POWER SUBSTATION, 26.6 FEET SOUTHWEST OF THE
 NZ0204'CENTER LINE OF THE SOUTHWEST LANES OF U.S. HIGHWAY 99, 25.1 FEET
 NZ0204'NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, ABOUT LEVEL WITH
 NZ0204'THE TRACK, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 NZ0204
 NZ0204                          STATION RECOVERY (1977)
 NZ0204
 NZ0204'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 NZ0204'MARK NOT FOUND.
 NZ0204
 NZ0204                          STATION RECOVERY (1987)
 NZ0204
 NZ0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 NZ0204'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0520 ***********************************************************************
 NZ0520  DESIGNATION -  E 550
 NZ0520  PID         -  NZ0520
 NZ0520  STATE/COUNTY-  OR/JOSEPHINE
 NZ0520  USGS QUAD   -  ROGUE RIVER (1983)
 NZ0520
 NZ0520                         *CURRENT SURVEY CONTROL
 NZ0520  ___________________________________________________________________
 NZ0520* NAD 83(1986)-  42 25 33.     (N)    123 14 43.     (W)     SCALED    
 NZ0520* NAVD 88     -       298.841  (meters)     980.45   (feet)  ADJUSTED  
 NZ0520  ___________________________________________________________________
 NZ0520  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 NZ0520  DYNAMIC HT  -         298.738 (meters)     980.11  (feet)  COMP
 NZ0520  MODELED GRAV-     980,269.3   (mgal)                       NAVD 88
 NZ0520
 NZ0520  VERT ORDER  -  FIRST     CLASS II
 NZ0520
 NZ0520.The horizontal coordinates were scaled from a topographic map and have
 NZ0520.an estimated accuracy of +/- 6 seconds.
 NZ0520
 NZ0520.The orthometric height was determined by differential leveling
 NZ0520.and adjusted in June 1991.
 NZ0520
 NZ0520.The geoid height was determined by GEOID03.
 NZ0520
 NZ0520.The dynamic height is computed by dividing the NAVD 88
 NZ0520.geopotential number by the normal gravity value computed on the
 NZ0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0520.degrees latitude (g = 980.6199 gals.).
 NZ0520
 NZ0520.The modeled gravity was interpolated from observed gravity values.
 NZ0520
 NZ0520;                    North         East    Units  Estimated Accuracy
 NZ0520;SPC OR S     -    88,030.    1,274,120.      MT  (+/- 180 meters Scaled)
 NZ0520
 NZ0520                          SUPERSEDED SURVEY CONTROL
 NZ0520
 NZ0520  NGVD 29 (??/??/92)  297.839  (m)          977.16   (f) ADJ UNCH    1 2
 NZ0520
 NZ0520.Superseded values are not recommended for survey control.
 NZ0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0520.See file dsdata.txt to determine how the superseded data were derived.
 NZ0520
 NZ0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM798970(NAD 83)
 NZ0520_MARKER: DB = BENCH MARK DISK
 NZ0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ0520_SP_SET: CONCRETE POST
 NZ0520_STAMPING: E 550 1954
 NZ0520_MARK LOGO: CGS   
 NZ0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0520+STABILITY: SURFACE MOTION
 NZ0520
 NZ0520  HISTORY     - Date     Condition        Report By
 NZ0520  HISTORY     - 1954     MONUMENTED       CGS
 NZ0520  HISTORY     - 1987     GOOD             NGS
 NZ0520
 NZ0520                          STATION DESCRIPTION
 NZ0520
 NZ0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NZ0520'4.3 MI E FROM GRANTS PASS.
 NZ0520'4.3 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 NZ0520'STATION AT GRANTS PASS, 0.4 MILE WEST OF MILEPOLE 469, 0.1 MILE EAST
 NZ0520'OF SEMAPHORE 469.5, AT A POONT WHERE A GRAVELED ROAD LEAVES THE
 NZ0520'RAILROAD, 26.1 FEET NORTHEAST OF THE NORTHEAST RAIL, 26 FEET SOUTH OF
 NZ0520'THE CENTER LINE OF THE GRAVELED ROAD, 1.8 FEET EAST OF A WITNESS POST,
 NZ0520'ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 NZ0520'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 NZ0520
 NZ0520                          STATION RECOVERY (1987)
 NZ0520
 NZ0520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 NZ0520'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  6.8 KM
 NZ0520'(4.25 MI) EASTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 NZ0520'JUNCTION OF 6TH STREET IN GRANTS PASS.  ADD--22.3 M (73.2 FT) SOUTH
 NZ0520'OF THE CENTERLINE OF A PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0396 ***********************************************************************
 NZ0396  DESIGNATION -  E 551
 NZ0396  PID         -  NZ0396
 NZ0396  STATE/COUNTY-  OR/JOSEPHINE
 NZ0396  USGS QUAD   -  GLENDALE (1986)
 NZ0396
 NZ0396                         *CURRENT SURVEY CONTROL
 NZ0396  ___________________________________________________________________
 NZ0396* NAD 83(1986)-  42 41 17.     (N)    123 25 46.     (W)     SCALED    
 NZ0396* NAVD 88     -       365.779  (meters)    1200.06   (feet)  ADJUSTED  
 NZ0396  ___________________________________________________________________
 NZ0396  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 NZ0396  DYNAMIC HT  -         365.663 (meters)    1199.68  (feet)  COMP
 NZ0396  MODELED GRAV-     980,294.5   (mgal)                       NAVD 88
 NZ0396
 NZ0396  VERT ORDER  -  FIRST     CLASS II
 NZ0396
 NZ0396.The horizontal coordinates were scaled from a topographic map and have
 NZ0396.an estimated accuracy of +/- 6 seconds.
 NZ0396
 NZ0396.The orthometric height was determined by differential leveling
 NZ0396.and adjusted in June 1991.
 NZ0396
 NZ0396.The geoid height was determined by GEOID03.
 NZ0396
 NZ0396.The dynamic height is computed by dividing the NAVD 88
 NZ0396.geopotential number by the normal gravity value computed on the
 NZ0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0396.degrees latitude (g = 980.6199 gals.).
 NZ0396
 NZ0396.The modeled gravity was interpolated from observed gravity values.
 NZ0396
 NZ0396;                    North         East    Units  Estimated Accuracy
 NZ0396;SPC OR S     -   117,660.    1,259,990.      MT  (+/- 180 meters Scaled)
 NZ0396
 NZ0396                          SUPERSEDED SURVEY CONTROL
 NZ0396
 NZ0396  NGVD 29 (??/??/92)  364.759  (m)         1196.71   (f) ADJ UNCH    1 2
 NZ0396
 NZ0396.Superseded values are not recommended for survey control.
 NZ0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0396.See file dsdata.txt to determine how the superseded data were derived.
 NZ0396
 NZ0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN648262(NAD 83)
 NZ0396_MARKER: DB = BENCH MARK DISK
 NZ0396_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NZ0396_SP_SET: HEADWALL
 NZ0396_STAMPING: E 551 1954
 NZ0396_MARK LOGO: CGS   
 NZ0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0396+STABILITY: SURFACE MOTION
 NZ0396
 NZ0396  HISTORY     - Date     Condition        Report By
 NZ0396  HISTORY     - 1954     MONUMENTED       CGS
 NZ0396  HISTORY     - 1980     GOOD             LOCSUR
 NZ0396  HISTORY     - 1987     GOOD             NGS
 NZ0396
 NZ0396                          STATION DESCRIPTION
 NZ0396
 NZ0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NZ0396'2.1 MI SW FROM WOLF CREEK.
 NZ0396'2.1 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 NZ0396'THE STATION AT WOLF CREEK, 0.15 MILE WEST OF MILEPOLE 500, AT 18-INCH
 NZ0396'CORRUGATED METAL PIPE CULVERT 499.85, IN THE TOP OF THE EAST END OF
 NZ0396'THE NORTH CONCRETE HEAD WALL, 8.8 FEET NORTH OF THE NORTH RAIL, ABOUT
 NZ0396'2 FEET LOWER THAN THE TRACK.
 NZ0396
 NZ0396                          STATION RECOVERY (1980)
 NZ0396
 NZ0396'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 NZ0396'RECOVERED IN GOOD CONDITION.
 NZ0396
 NZ0396                          STATION RECOVERY (1987)
 NZ0396
 NZ0396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 NZ0396'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  8.6 KM
 NZ0396'(5.35 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 5 FROM THE JUNCTION OF
 NZ0396'LARIAT DRIVE IN SUNNY VALLEY, THENCE 3.9 KM (2.40 MI) SOUTHWESTERLY
 NZ0396'ALONG THE SOUTHERN PACIFIC RAILROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0789 ***********************************************************************
 NZ0789  DESIGNATION -  E 552
 NZ0789  PID         -  NZ0789
 NZ0789  STATE/COUNTY-  OR/DOUGLAS
 NZ0789  USGS QUAD   -  RABBIT MOUNTAIN (1990)
 NZ0789
 NZ0789                         *CURRENT SURVEY CONTROL
 NZ0789  ___________________________________________________________________
 NZ0789* NAD 83(1986)-  42 50 19.     (N)    123 37 22.     (W)     SCALED    
 NZ0789* NAVD 88     -       293.668  (meters)     963.48   (feet)  ADJUSTED  
 NZ0789  ___________________________________________________________________
 NZ0789  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 NZ0789  DYNAMIC HT  -         293.573 (meters)     963.16  (feet)  COMP
 NZ0789  MODELED GRAV-     980,290.1   (mgal)                       NAVD 88
 NZ0789
 NZ0789  VERT ORDER  -  FIRST     CLASS II
 NZ0789
 NZ0789.The horizontal coordinates were scaled from a topographic map and have
 NZ0789.an estimated accuracy of +/- 6 seconds.
 NZ0789
 NZ0789.The orthometric height was determined by differential leveling
 NZ0789.and adjusted in June 1991.
 NZ0789
 NZ0789.The geoid height was determined by GEOID03.
 NZ0789
 NZ0789.The dynamic height is computed by dividing the NAVD 88
 NZ0789.geopotential number by the normal gravity value computed on the
 NZ0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0789.degrees latitude (g = 980.6199 gals.).
 NZ0789
 NZ0789.The modeled gravity was interpolated from observed gravity values.
 NZ0789
 NZ0789;                    North         East    Units  Estimated Accuracy
 NZ0789;SPC OR S     -   134,940.    1,244,780.      MT  (+/- 180 meters Scaled)
 NZ0789
 NZ0789                          SUPERSEDED SURVEY CONTROL
 NZ0789
 NZ0789  NGVD 29 (??/??/92)  292.627  (m)          960.06   (f) ADJ UNCH    1 2
 NZ0789
 NZ0789.Superseded values are not recommended for survey control.
 NZ0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0789.See file dsdata.txt to determine how the superseded data were derived.
 NZ0789
 NZ0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN491430(NAD 83)
 NZ0789_MARKER: DB = BENCH MARK DISK
 NZ0789_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NZ0789_SP_SET: CULVERT
 NZ0789_STAMPING: E 552 1954
 NZ0789_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0789
 NZ0789  HISTORY     - Date     Condition        Report By
 NZ0789  HISTORY     - 1954     MONUMENTED       CGS
 NZ0789
 NZ0789                          STATION DESCRIPTION
 NZ0789
 NZ0789'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NZ0789'2.6 MI NW FROM WEST FORK.
 NZ0789'2.6 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 NZ0789'STEEL BRIDGE 521.4 OVER WEST FORK COW CREEK AT WEST FORK, AT 24-INCH
 NZ0789'CORRUGATED METAL PIPE CULVERT 524.06, IN THE TOP OF THE SOUTHWEST END
 NZ0789'OF THE NORTHWEST CONCRETE HEAD WALL, 9.4 FEET NORTHWEST OF THE
 NZ0789'NORTHWEST RAIL, AND ABOUT 2 FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0338 ***********************************************************************
 PC0338  DESIGNATION -  E 554
 PC0338  PID         -  PC0338
 PC0338  STATE/COUNTY-  OR/DOUGLAS
 PC0338  USGS QUAD   -  WINSTON (1987)
 PC0338
 PC0338                         *CURRENT SURVEY CONTROL
 PC0338  ___________________________________________________________________
 PC0338* NAD 83(1986)-  43 06 02.     (N)    123 25 39.     (W)     SCALED    
 PC0338* NAVD 88     -       160.295  (meters)     525.90   (feet)  ADJUSTED  
 PC0338  ___________________________________________________________________
 PC0338  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 PC0338  DYNAMIC HT  -         160.258 (meters)     525.78  (feet)  COMP
 PC0338  MODELED GRAV-     980,382.7   (mgal)                       NAVD 88
 PC0338
 PC0338  VERT ORDER  -  FIRST     CLASS II
 PC0338
 PC0338.The horizontal coordinates were scaled from a topographic map and have
 PC0338.an estimated accuracy of +/- 6 seconds.
 PC0338
 PC0338.The orthometric height was determined by differential leveling
 PC0338.and adjusted in June 1991.
 PC0338.WARNING-Repeat measurements at this control monument indicate possible
 PC0338.vertical movement.
 PC0338
 PC0338.The geoid height was determined by GEOID03.
 PC0338
 PC0338.The dynamic height is computed by dividing the NAVD 88
 PC0338.geopotential number by the normal gravity value computed on the
 PC0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0338.degrees latitude (g = 980.6199 gals.).
 PC0338
 PC0338.The modeled gravity was interpolated from observed gravity values.
 PC0338
 PC0338;                    North         East    Units  Estimated Accuracy
 PC0338;SPC OR S     -   163,440.    1,261,750.      MT  (+/- 180 meters Scaled)
 PC0338
 PC0338                          SUPERSEDED SURVEY CONTROL
 PC0338
 PC0338  NGVD 29 (??/??/92)  159.247  (m)          522.46   (f) ADJ UNCH    1 2
 PC0338
 PC0338.Superseded values are not recommended for survey control.
 PC0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0338.See file dsdata.txt to determine how the superseded data were derived.
 PC0338
 PC0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN652720(NAD 83)
 PC0338_MARKER: DB = BENCH MARK DISK
 PC0338_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PC0338+WITH SETTING: PAVEMENT
 PC0338_SP_SET: CONCRETE PAD
 PC0338_STAMPING: E 554 1954
 PC0338_MARK LOGO: CGS   
 PC0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0338+STABILITY: SURFACE MOTION
 PC0338
 PC0338  HISTORY     - Date     Condition        Report By
 PC0338  HISTORY     - 1954     MONUMENTED       CGS
 PC0338  HISTORY     - 1987     GOOD             NGS
 PC0338
 PC0338                          STATION DESCRIPTION
 PC0338
 PC0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 PC0338'1.8 MI SW FROM WINSTON.
 PC0338'1.8 MILES SOUTHWEST ALONG U. S. HIGHWAY 99 FROM THE Y JUNCTION OF
 PC0338'STATE HIGHWAY 42 AT WINSTON, AT DILLARD, AT A SAWMILL OFFICE (FORMER
 PC0338'STATION), IN THE TOP OF THE CENTER OF THE CONCRETE FOUNDATION FOR A
 PC0338'FORMER STATION SIGNAL, 100.0 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 PC0338'MILL OFFICE, 11.1 FEET NORTH OF THE NORTHEAST CORNER OF A SMALL
 PC0338'RAILROAD MAIL BUILDING, 13.2 FEET WEST OF THE WEST RAIL, AND ABOUT
 PC0338'LEVEL WITH THE TRACK.
 PC0338
 PC0338                          STATION RECOVERY (1987)
 PC0338
 PC0338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PC0338'RECOVERED IN GOOD CONDITION WITH THE FOLLOWSING EXCEPTION.  U.S.
 PC0338'HIGHWAY 99 IS NOW COUNTY ROAD 387.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0309 ***********************************************************************
 OA0309  DESIGNATION -  E 56
 OA0309  PID         -  OA0309
 OA0309  STATE/COUNTY-  OR/DOUGLAS
 OA0309  USGS QUAD   -  REEDSPORT (1985)
 OA0309
 OA0309                         *CURRENT SURVEY CONTROL
 OA0309  ___________________________________________________________________
 OA0309* NAD 83(1986)-  43 41 36.     (N)    124 07 29.     (W)     SCALED    
 OA0309* NAVD 88     -        20.713  (meters)      67.96   (feet)  ADJUSTED  
 OA0309  ___________________________________________________________________
 OA0309  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 OA0309  DYNAMIC HT  -          20.711 (meters)      67.95  (feet)  COMP
 OA0309  MODELED GRAV-     980,521.1   (mgal)                       NAVD 88
 OA0309
 OA0309  VERT ORDER  -  FIRST     CLASS II
 OA0309
 OA0309.The horizontal coordinates were scaled from a topographic map and have
 OA0309.an estimated accuracy of +/- 6 seconds.
 OA0309
 OA0309.The orthometric height was determined by differential leveling
 OA0309.and adjusted in June 1991.
 OA0309
 OA0309.The geoid height was determined by GEOID03.
 OA0309
 OA0309.The dynamic height is computed by dividing the NAVD 88
 OA0309.geopotential number by the normal gravity value computed on the
 OA0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0309.degrees latitude (g = 980.6199 gals.).
 OA0309
 OA0309.The modeled gravity was interpolated from observed gravity values.
 OA0309
 OA0309;                    North         East    Units  Estimated Accuracy
 OA0309;SPC OR S     -   231,450.    1,207,890.      MT  (+/- 180 meters Scaled)
 OA0309
 OA0309                          SUPERSEDED SURVEY CONTROL
 OA0309
 OA0309  NGVD 29 (??/??/92)   19.620  (m)           64.37   (f) ADJ UNCH    1 2
 OA0309
 OA0309.Superseded values are not recommended for survey control.
 OA0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0309.See file dsdata.txt to determine how the superseded data were derived.
 OA0309
 OA0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP093384(NAD 83)
 OA0309_MARKER: DB = BENCH MARK DISK
 OA0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA0309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OA0309_STAMPING: E 56 1930
 OA0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0309+STABILITY: SURFACE MOTION
 OA0309
 OA0309  HISTORY     - Date     Condition        Report By
 OA0309  HISTORY     - 1930     MONUMENTED       CGS
 OA0309  HISTORY     - 1956     GOOD             USGS
 OA0309  HISTORY     - 1981     MARK NOT FOUND   USGS
 OA0309  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 OA0309  HISTORY     - 1987     MARK NOT FOUND   NGS
 OA0309  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 OA0309  HISTORY     - 20020729 MARK NOT FOUND   USPSQD
 OA0309
 OA0309                          STATION DESCRIPTION
 OA0309
 OA0309'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 OA0309'1.2 MI SW FROM REEDSPORT.
 OA0309'1.2 MILES SOUTHWEST ALONG THE OLD OREGON COAST HIGHWAY FROM THE
 OA0309'STATION AT REEDSPORT, DOUGLAS COUNTY, 37 FEET SOUTH OF THE CENTERLINE
 OA0309'OF THE HIGHWAY, 20 FEET SOUTHWEST OF A ROAD LEADING SOUTHEAST, 1 FOOT
 OA0309'NORTH OF A FENCE, AND AT A WHITE WOODEN POST STENCILED U.S.B.M.  A
 OA0309'STANDARD DISK, STAMPED E 56 1930 AND SET IN THE TOP OF A CONCRETE POST
 OA0309'PROJECTING ABOUT 2 INCHES ABOVE GROUND.
 OA0309
 OA0309                          STATION RECOVERY (1981)
 OA0309
 OA0309'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 OA0309'MARK NOT FOUND.
 OA0309
 OA0309                          STATION RECOVERY (1986)
 OA0309
 OA0309'RECOVERY NOTE BY US POWER SQUADRON 1986 (AS)
 OA0309'MARK NOT FOUND.
 OA0309
 OA0309                          STATION RECOVERY (1987)
 OA0309
 OA0309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 OA0309'MARK NOT FOUND.
 OA0309
 OA0309                          STATION RECOVERY (1989)
 OA0309
 OA0309'RECOVERY NOTE BY US POWER SQUADRON 1989 (JWY)
 OA0309'MARK NOT FOUND.
 OA0309
 OA0309                          STATION RECOVERY (2002)
 OA0309
 OA0309'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 OA0309' 
 OA0309' 
 OA0309' 
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1992 ***********************************************************************
 RC1992  DESIGNATION -  E 568
 RC1992  PID         -  RC1992
 RC1992  STATE/COUNTY-  OR/SHERMAN
 RC1992  USGS QUAD   -  KENT (1970)
 RC1992
 RC1992                         *CURRENT SURVEY CONTROL
 RC1992  ___________________________________________________________________
 RC1992* NAD 83(1986)-  45 14 20.     (N)    120 43 30.     (W)     SCALED    
 RC1992* NAVD 88     -       735.714  (meters)    2413.76   (feet)  ADJUSTED  
 RC1992  ___________________________________________________________________
 RC1992  GEOID HEIGHT-         -20.89  (meters)                     GEOID03
 RC1992  DYNAMIC HT  -         735.584 (meters)    2413.33  (feet)  COMP
 RC1992  MODELED GRAV-     980,415.7   (mgal)                       NAVD 88
 RC1992
 RC1992  VERT ORDER  -  FIRST     CLASS II
 RC1992
 RC1992.The horizontal coordinates were scaled from a topographic map and have
 RC1992.an estimated accuracy of +/- 6 seconds.
 RC1992
 RC1992.The orthometric height was determined by differential leveling
 RC1992.and adjusted in June 1991.
 RC1992
 RC1992.The geoid height was determined by GEOID03.
 RC1992
 RC1992.The dynamic height is computed by dividing the NAVD 88
 RC1992.geopotential number by the normal gravity value computed on the
 RC1992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1992.degrees latitude (g = 980.6199 gals.).
 RC1992
 RC1992.The modeled gravity was interpolated from observed gravity values.
 RC1992
 RC1992;                    North         East    Units  Estimated Accuracy
 RC1992;SPC OR N     -   174,730.    2,482,340.      MT  (+/- 180 meters Scaled)
 RC1992
 RC1992                          SUPERSEDED SURVEY CONTROL
 RC1992
 RC1992.No superseded survey control is available for this station.
 RC1992
 RC1992_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR785120(NAD 83)
 RC1992_MARKER: DD = SURVEY DISK
 RC1992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC1992_SP_SET: CONCRETE POST
 RC1992_STAMPING: E 568 1960
 RC1992_MARK LOGO: ORDT  
 RC1992_PROJECTION: FLUSH
 RC1992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1992+STABILITY: SURFACE MOTION
 RC1992
 RC1992  HISTORY     - Date     Condition        Report By
 RC1992  HISTORY     - 1960     MONUMENTED       ORDT
 RC1992  HISTORY     - 1987     GOOD             NGS
 RC1992
 RC1992                          STATION DESCRIPTION
 RC1992
 RC1992'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 RC1992'5.6 KM (3.50 MI) NORTH FROM KENT.
 RC1992'0.27 KM (0.15 MI) WEST ALONG A ROAD FROM THE POST OFFICE IN KENT,
 RC1992'THENCE 5.6 KM (3.50 MI) NORTH ALONG US HIGHWAY 97, 15.69 M (51.5 FT)
 RC1992'NORTH OF THE WEST END OF A METAL CULVERT UNDER THE HIGHWAY, 12.40 M
 RC1992'(40.7 FT) WEST OF THE HIGHWAY CENTERLINE.
 RC1992'THE MARK IS 0.21 METERS  E FROM  A WITNESS POST
 RC1992'THE MARK IS 0.30 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2014 ***********************************************************************
 RC2014  DESIGNATION -  E 573
 RC2014  PID         -  RC2014
 RC2014  STATE/COUNTY-  OR/HOOD RIVER
 RC2014  USGS QUAD   -  BONNEVILLE DAM (1994)
 RC2014
 RC2014                         *CURRENT SURVEY CONTROL
 RC2014  ___________________________________________________________________
 RC2014* NAD 83(2007)-  45 40 04.68660(N)    121 53 15.27379(W)     ADJUSTED  
 RC2014* NAVD 88     -        59.7    (meters)     196.     (feet)  VERTCON   
 RC2014  ___________________________________________________________________
 RC2014  EPOCH DATE  -        2007.00
 RC2014  X           -  -2,358,559.526 (meters)                     COMP
 RC2014  Y           -  -3,791,016.426 (meters)                     COMP
 RC2014  Z           -   4,539,561.571 (meters)                     COMP
 RC2014  LAPLACE CORR-           7.52  (seconds)                    DEFLEC99
 RC2014  ELLIP HEIGHT-          37.660 (meters)          (02/10/07) ADJUSTED
 RC2014  GEOID HEIGHT-         -21.74  (meters)                     GEOID03
 RC2014
 RC2014  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 RC2014  Type    PID    Designation                      North   East  Ellip
 RC2014  -------------------------------------------------------------------
 RC2014  NETWORK RC2014 E 573                             8.25   9.64  45.98
 RC2014  -------------------------------------------------------------------
 RC2014
 RC2014.The horizontal coordinates were established by GPS observations
 RC2014.and adjusted by the National Geodetic Survey in February 2007.
 RC2014
 RC2014.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 RC2014.See www.ngs.noaa.gov/NationalReadjustment for more information.
 RC2014.The horizontal coordinates are valid at the epoch date displayed above.
 RC2014.The epoch date for horizontal control is a decimal equivalence
 RC2014.of Year/Month/Day.
 RC2014
 RC2014.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC2014.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC2014
 RC2014.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RC2014
 RC2014.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2014
 RC2014.The ellipsoidal height was determined by GPS observations
 RC2014.and is referenced to NAD 83.
 RC2014
 RC2014.The geoid height was determined by GEOID03.
 RC2014
 RC2014;                    North         East     Units Scale Factor Converg.
 RC2014;SPC OR N     -   223,319.863 2,391,885.286   MT  0.99993253   -0 59 02.6
 RC2014;SPC OR N     -   732,676.72  7,847,392.67   iFT  0.99993253   -0 59 02.6
 RC2014;SPC WA S     -    38,146.433   391,873.756   MT  1.00004158   -1 00 28.5
 RC2014;SPC WA S     -   125,152.09  1,285,672.48   sFT  1.00004158   -1 00 28.5
 RC2014;UTM  10      - 5,057,759.332   586,651.213   MT  0.99969231   +0 47 44.8
 RC2014
 RC2014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2014!SPC OR N     -   0.99999410  x   0.99993253  =   0.99992663
 RC2014!SPC WA S     -   0.99999410  x   1.00004158  =   1.00003568
 RC2014!UTM  10      -   0.99999410  x   0.99969231  =   0.99968641
 RC2014
 RC2014                          SUPERSEDED SURVEY CONTROL
 RC2014
 RC2014  NAD 83(1998)-  45 40 04.68511(N)    121 53 15.27350(W) AD(       ) 2
 RC2014  ELLIP H (07/18/02)   37.765  (m)                       GP(       ) 4 1
 RC2014  NAD 83(1991)-  45 40 04.68310(N)    121 53 15.27362(W) AD(       ) 2
 RC2014  ELLIP H (10/15/91)   37.907  (m)                       GP(       ) 4 1
 RC2014  NAD 83(1986)-  45 40 04.69728(N)    121 53 15.27879(W) AD(       ) 2
 RC2014  NGVD 29 (09/20/88)   58.7    (m)          193.     (f) GPS OBS     3  
 RC2014
 RC2014.Superseded values are not recommended for survey control.
 RC2014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2014.See file dsdata.txt to determine how the superseded data were derived.
 RC2014
 RC2014_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER8665157759(NAD 83)
 RC2014_MARKER: DB = BENCH MARK DISK
 RC2014_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 RC2014_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 RC2014_MAGNETIC: N = NO MAGNETIC MATERIAL
 RC2014_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC2014_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RC2014+SATELLITE: SATELLITE OBSERVATIONS - January 11, 1988
 RC2014
 RC2014  HISTORY     - Date     Condition        Report By
 RC2014  HISTORY     - 1987     MONUMENTED       ORHD
 RC2014  HISTORY     - 19880111 GOOD
 RC2014  HISTORY     - 20070330 POOR             USPSQD
 RC2014
 RC2014                          STATION DESCRIPTION
 RC2014
 RC2014'DESCRIBED BY OREGON HIGHWAY DEPARTMENT 1987 (LLR)
 RC2014'THE STATION IS LOCATED ABOUT 2 MILES SW OF CASCADE LOCKS AT THE
 RC2014'HAZEL STREET UNDERCROSSING OF I 84.
 RC2014'
 RC2014'TO REACH FROM THE REST STOP AT MULTNOMAH FALLS REST STOP, GO
 RC2014'EASTERLY ON I 84 FOR 20.2 KM (12.6 MILES) TO THE MARK ON THE LEFT.
 RC2014'IT IS IN THE SE CORNER OF THE BRIDGE FOR THE WEST BOUND LANES OF
 RC2014'I 84.
 RC2014'
 RC2014'THE STATION IS A STANDARD ORHD DISK
 RC2014'STAMPED---E 573 1962---,
 RC2014'SET INTO A DRILL HOLE IN THE SOUTHEAST CORNER OF BRIDGE FOR THE WEST
 RC2014'BOUND LANES OVER HAZEL STREET.
 RC2014
 RC2014                          STATION RECOVERY (1988)
 RC2014
 RC2014'RECOVERED 1988
 RC2014'RECOVERED IN GOOD CONDITION.
 RC2014
 RC2014                          STATION RECOVERY (2007)
 RC2014
 RC2014'RECOVERY NOTE BY US POWER SQUADRON 2007 (RHH)
 RC2014'STAMPING IN CENTER PART OF MARK (E 573 1962) IS NOT READABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0073 ***********************************************************************
 PA0073  DESIGNATION -  E 576
 PA0073  PID         -  PA0073
 PA0073  STATE/COUNTY-  OR/HARNEY
 PA0073  USGS QUAD   -  DRINKWATER PASS (1990)
 PA0073
 PA0073                         *CURRENT SURVEY CONTROL
 PA0073  ___________________________________________________________________
 PA0073* NAD 83(1986)-  43 47 18.     (N)    118 21 54.     (W)     SCALED    
 PA0073* NAVD 88     -      1117.49   (meters)    3666.3    (feet)  RESET     
 PA0073  ___________________________________________________________________
 PA0073  GEOID HEIGHT-         -18.38  (meters)                     GEOID03
 PA0073  VERT ORDER  -  THIRD
 PA0073
 PA0073.The horizontal coordinates were scaled from a topographic map and have
 PA0073.an estimated accuracy of +/- 6 seconds.
 PA0073
 PA0073.The orthometric height was computed from unverified reset data.
 PA0073
 PA0073.The geoid height was determined by GEOID03.
 PA0073
 PA0073;                    North         East    Units  Estimated Accuracy
 PA0073;SPC OR S     -   237,880.    1,671,820.      MT  (+/- 180 meters Scaled)
 PA0073
 PA0073                          SUPERSEDED SURVEY CONTROL
 PA0073
 PA0073.No superseded survey control is available for this station.
 PA0073
 PA0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ901492(NAD 83)
 PA0073_MARKER: DD = SURVEY DISK
 PA0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PA0073_STAMPING: E 576 1963
 PA0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0073+STABILITY: SURFACE MOTION
 PA0073
 PA0073  HISTORY     - Date     Condition        Report By
 PA0073  HISTORY     - 1963     MONUMENTED       ORDT
 PA0073
 PA0073                          STATION DESCRIPTION
 PA0073
 PA0073'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1963
 PA0073'1.5 MI SE FROM DREWSEY.
 PA0073'ABOUT 1.5 MILES SOUTHEASTERLY ALONG A COUNTY ROAD (F.A.S. 458) FROM
 PA0073'THE POST OFFICE AT DREWSEY, AT THE SUMMIT OF A SMALL HILL, ABOUT 0.23
 PA0073'MILES SOUTHEAST OF THE SUMMIT OF A LARGE HILL, 42 FEET SOUTHEAST OF
 PA0073'ENGINEERS CENTERLINE STATION 92+18, 4 FEET SOUTHWEST OF A FENCE, 7
 PA0073'FEET ABOVE ROADBED, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST
 PA0073'AND 0.82 MILES NORTHWEST OF THE JUNCTION WITH THE CENTRAL OREGON
 PA0073'HIGHWAY, MILE POST 176.46, SET IN THE TOP OF A CONCRETE POST
 PA0073'PROTRUDING ABOUT 7 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0541 ***********************************************************************
 OA0541  DESIGNATION -  E 58
 OA0541  PID         -  OA0541
 OA0541  STATE/COUNTY-  OR/COOS
 OA0541  USGS QUAD   -  NORTH BEND (1971)
 OA0541
 OA0541                         *CURRENT SURVEY CONTROL
 OA0541  ___________________________________________________________________
 OA0541* NAD 83(1986)-  43 26 25.     (N)    124 14 11.     (W)     SCALED    
 OA0541* NAVD 88     -         4.373  (meters)      14.35   (feet)  ADJUSTED  
 OA0541  ___________________________________________________________________
 OA0541  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 OA0541  DYNAMIC HT  -           4.373 (meters)      14.35  (feet)  COMP
 OA0541  MODELED GRAV-     980,483.8   (mgal)                       NAVD 88
 OA0541
 OA0541  VERT ORDER  -  FIRST     CLASS II
 OA0541
 OA0541.The horizontal coordinates were scaled from a topographic map and have
 OA0541.an estimated accuracy of +/- 6 seconds.
 OA0541
 OA0541.The orthometric height was determined by differential leveling
 OA0541.and adjusted in June 1991.
 OA0541.WARNING-Repeat measurements at this control monument indicate possible
 OA0541.vertical movement.
 OA0541
 OA0541.The geoid height was determined by GEOID03.
 OA0541
 OA0541.The dynamic height is computed by dividing the NAVD 88
 OA0541.geopotential number by the normal gravity value computed on the
 OA0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0541.degrees latitude (g = 980.6199 gals.).
 OA0541
 OA0541.The modeled gravity was interpolated from observed gravity values.
 OA0541
 OA0541;                    North         East    Units  Estimated Accuracy
 OA0541;SPC OR S     -   203,760.    1,197,640.      MT  (+/- 180 meters Scaled)
 OA0541
 OA0541                          SUPERSEDED SURVEY CONTROL
 OA0541
 OA0541  NGVD 29 (??/??/92)    3.268  (m)           10.72   (f) ADJ UNCH    1 2
 OA0541
 OA0541.Superseded values are not recommended for survey control.
 OA0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0541.See file dsdata.txt to determine how the superseded data were derived.
 OA0541
 OA0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCP999104(NAD 83)
 OA0541_MARKER: DB = BENCH MARK DISK
 OA0541_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OA0541_SP_SET: SLAB
 OA0541_STAMPING: E 58 1931
 OA0541_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OA0541
 OA0541  HISTORY     - Date     Condition        Report By
 OA0541  HISTORY     - 1931     MONUMENTED       CGS
 OA0541  HISTORY     - 1971     GOOD             NGS
 OA0541  HISTORY     - 1987     MARK NOT FOUND   NGS
 OA0541  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 OA0541
 OA0541                          STATION DESCRIPTION
 OA0541
 OA0541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 OA0541'2.6 MI N FROM NORTH BEND.
 OA0541'REACHED FROM THE NORTH END OF THE HIGHWAY BRIDGE OVER COOS BAY, GO
 OA0541'NORTH ON U.S. HIGHWAY 101 FOR 0.65 MILE TO HORSFALL ROAD ON THE LEFT,
 OA0541'TURN LEFT, AND GO WEST ON HORSFALL ROAD FOR 0.9 MILE TO A TURNOUT,
 OA0541'JUST BEFORE CROSSING THE RAILROAD TRACKS, AND THE END OF TRUCK TRAVEL.
 OA0541'HIKE NORTH ALONG THE RAILROAD TRACKS FOR 1/4 MILE TO THE BENCH MARK,
 OA0541'320 FEET NORTH OF MILE POST NO. 763, 150 FEET NORTH OF POWER POLE NO.
 OA0541'4, 22 FEET WEST OF THE NEAREST RAIL, AND 8 FEET EAST OF THE CENTER OF
 OA0541'A SAND TRACK ROAD CEMENTED IN A DRILL HOLE IN A 2 BY 4 FOOT CONCRETE
 OA0541'SLAB THAT PROJECTS 2 FEET.  FORMERLY THIS CONCRETE SLAB WAS THE BASE
 OA0541'FOR SEMAPHORE 7630.
 OA0541
 OA0541                          STATION RECOVERY (1987)
 OA0541
 OA0541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 OA0541'THE SEMAPHORE HAS BEEN REMOVED.
 OA0541
 OA0541                          STATION RECOVERY (1988)
 OA0541
 OA0541'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 OA0541'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0903 ***********************************************************************
 RC0903  DESIGNATION -  E 584
 RC0903  PID         -  RC0903
 RC0903  STATE/COUNTY-  OR/WASCO
 RC0903  USGS QUAD   -  STACKER BUTTE (1994)
 RC0903
 RC0903                         *CURRENT SURVEY CONTROL
 RC0903  ___________________________________________________________________
 RC0903* NAD 83(1986)-  45 38 49.     (N)    121 03 04.     (W)     SCALED    
 RC0903* NAVD 88     -        60.414  (meters)     198.21   (feet)  ADJUSTED  
 RC0903  ___________________________________________________________________
 RC0903  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 RC0903  DYNAMIC HT  -          60.413 (meters)     198.21  (feet)  COMP
 RC0903  MODELED GRAV-     980,599.9   (mgal)                       NAVD 88
 RC0903
 RC0903  VERT ORDER  -  FIRST     CLASS I
 RC0903
 RC0903.The horizontal coordinates were scaled from a topographic map and have
 RC0903.an estimated accuracy of +/- 6 seconds.
 RC0903
 RC0903.The orthometric height was determined by differential leveling
 RC0903.and adjusted in June 1991.
 RC0903
 RC0903.The geoid height was determined by GEOID03.
 RC0903
 RC0903.The dynamic height is computed by dividing the NAVD 88
 RC0903.geopotential number by the normal gravity value computed on the
 RC0903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0903.degrees latitude (g = 980.6199 gals.).
 RC0903
 RC0903.The modeled gravity was interpolated from observed gravity values.
 RC0903
 RC0903;                    North         East    Units  Estimated Accuracy
 RC0903;SPC OR N     -   220,200.    2,457,040.      MT  (+/- 180 meters Scaled)
 RC0903
 RC0903                          SUPERSEDED SURVEY CONTROL
 RC0903
 RC0903  NGVD 29 (??/??/92)   59.416  (m)          194.93   (f) ADJ UNCH    1 1
 RC0903
 RC0903.Superseded values are not recommended for survey control.
 RC0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0903.See file dsdata.txt to determine how the superseded data were derived.
 RC0903
 RC0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR518566(NAD 83)
 RC0903_MARKER: DD = SURVEY DISK
 RC0903_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RC0903_SP_SET: CULVERT
 RC0903_STAMPING: E 584
 RC0903_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC0903
 RC0903  HISTORY     - Date     Condition        Report By
 RC0903  HISTORY     - UNK      MONUMENTED       ORDT
 RC0903  HISTORY     - 1968     GOOD             NGS
 RC0903  HISTORY     - 1987     GOOD             USPSQD
 RC0903
 RC0903                          STATION DESCRIPTION
 RC0903
 RC0903'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RC0903'7.95 MI NE FROM THE DALLES.
 RC0903'7.95 MILES NORTHEAST ALONG INTERSTATE HIGHWAY 80 N FROM THE POST
 RC0903'OFFICE AT THE DALLES, IN R14E T2N, SECTION 22, AT THE EAST END OF A
 RC0903'FREEWAY ENTRANCE LANE, IN THE TOP AND 2.0 FEET EAST OF THE WEST END OF
 RC0903'THE SOUTH CONCRETE HEAD WALL OF A CONCRETE UNDERCROSSING UNDER THE
 RC0903'HIGHWAY, 70 FEET SOUTH OF THE CENTER LINE OF THE EAST BOUND LANES OF
 RC0903'THE HIGHWAY, AND ABOUT 5 1/2 FEET LOWER THAN THE HIGHWAY.
 RC0903
 RC0903                          STATION RECOVERY (1987)
 RC0903
 RC0903'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWE)
 RC0903'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0153 ***********************************************************************
 NW0153  DESIGNATION -  E 588
 NW0153  PID         -  NW0153
 NW0153  STATE/COUNTY-  OR/MALHEUR
 NW0153  USGS QUAD   -  THREE FORKS (1980)
 NW0153
 NW0153                         *CURRENT SURVEY CONTROL
 NW0153  ___________________________________________________________________
 NW0153* NAD 83(1986)-  42 33 52.     (N)    117 08 52.     (W)     SCALED    
 NW0153* NAVD 88     -      1477.558  (meters)    4847.62   (feet)  ADJUSTED  
 NW0153  ___________________________________________________________________
 NW0153  GEOID HEIGHT-         -17.41  (meters)                     GEOID03
 NW0153  DYNAMIC HT  -        1476.653 (meters)    4844.65  (feet)  COMP
 NW0153  MODELED GRAV-     979,956.4   (mgal)                       NAVD 88
 NW0153
 NW0153  VERT ORDER  -  SECOND    CLASS 0
 NW0153
 NW0153.The horizontal coordinates were scaled from a topographic map and have
 NW0153.an estimated accuracy of +/- 6 seconds.
 NW0153
 NW0153.The orthometric height was determined by differential leveling
 NW0153.and adjusted in June 1991.
 NW0153
 NW0153.The geoid height was determined by GEOID03.
 NW0153
 NW0153.The dynamic height is computed by dividing the NAVD 88
 NW0153.geopotential number by the normal gravity value computed on the
 NW0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0153.degrees latitude (g = 980.6199 gals.).
 NW0153
 NW0153.The modeled gravity was interpolated from observed gravity values.
 NW0153
 NW0153;                    North         East    Units  Estimated Accuracy
 NW0153;SPC OR S     -   105,240.    1,775,180.      MT  (+/- 180 meters Scaled)
 NW0153
 NW0153                          SUPERSEDED SURVEY CONTROL
 NW0153
 NW0153  NGVD 29 (??/??/92) 1476.448  (m)         4843.98   (f) ADJ UNCH    2 0
 NW0153
 NW0153.Superseded values are not recommended for survey control.
 NW0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0153.See file dsdata.txt to determine how the superseded data were derived.
 NW0153
 NW0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH878124(NAD 83)
 NW0153_MARKER: DB = BENCH MARK DISK
 NW0153_SETTING: 80 = SET IN A BOULDER
 NW0153_SP_SET: BOULDER
 NW0153_STAMPING: E 588 1963
 NW0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NW0153+STABILITY: SURFACE MOTION
 NW0153
 NW0153  HISTORY     - Date     Condition        Report By
 NW0153  HISTORY     - 1963     MONUMENTED       CGS
 NW0153
 NW0153                          STATION DESCRIPTION
 NW0153
 NW0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 NW0153'34.8 MI S FROM JORDAN VALLEY.
 NW0153'22.6 MILES SOUTH ALONG A GRAVELED ROAD FROM THE JORDAN VALLEY HOTEL AT
 NW0153'JORDAN VALLEY, THENCE 12.2 MILES SOUTHWEST ALONG A DIRT ROAD, 21 FEET
 NW0153'WEST OF THE CENTER LINE OF THE ROAD, IN THE TOP OF A 4 BY 4-FOOT
 NW0153'BOULDER PROJECTING 1/2 FOOT ABOVE THE GROUND, 13 FEET NORTH OF A
 NW0153'WITNESS POST, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0126 ***********************************************************************
 NX0126  DESIGNATION -  E 589
 NX0126  PID         -  NX0126
 NX0126  STATE/COUNTY-  OR/LAKE
 NX0126  USGS QUAD   -  ADEL (1968)
 NX0126
 NX0126                         *CURRENT SURVEY CONTROL
 NX0126  ___________________________________________________________________
 NX0126* NAD 83(1986)-  42 09 11.     (N)    119 54 59.     (W)     SCALED    
 NX0126* NAVD 88     -      1372.311  (meters)    4502.32   (feet)  ADJUSTED  
 NX0126  ___________________________________________________________________
 NX0126  GEOID HEIGHT-         -20.68  (meters)                     GEOID03
 NX0126  DYNAMIC HT  -        1371.391 (meters)    4499.31  (feet)  COMP
 NX0126  MODELED GRAV-     979,904.7   (mgal)                       NAVD 88
 NX0126
 NX0126  VERT ORDER  -  SECOND    CLASS 0
 NX0126
 NX0126.The horizontal coordinates were scaled from a topographic map and have
 NX0126.an estimated accuracy of +/- 6 seconds.
 NX0126
 NX0126.The orthometric height was determined by differential leveling
 NX0126.and adjusted in June 1991.
 NX0126
 NX0126.The geoid height was determined by GEOID03.
 NX0126
 NX0126.The dynamic height is computed by dividing the NAVD 88
 NX0126.geopotential number by the normal gravity value computed on the
 NX0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0126.degrees latitude (g = 980.6199 gals.).
 NX0126
 NX0126.The modeled gravity was interpolated from observed gravity values.
 NX0126
 NX0126;                    North         East    Units  Estimated Accuracy
 NX0126;SPC OR S     -    54,200.    1,548,240.      MT  (+/- 180 meters Scaled)
 NX0126
 NX0126                          SUPERSEDED SURVEY CONTROL
 NX0126
 NX0126  NGVD 29 (??/??/92) 1371.12   (m)         4498.4    (f) COMPUTED    2 0
 NX0126
 NX0126.Superseded values are not recommended for survey control.
 NX0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NX0126.See file dsdata.txt to determine how the superseded data were derived.
 NX0126
 NX0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKG590708(NAD 83)
 NX0126_MARKER: DB = BENCH MARK DISK
 NX0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NX0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NX0126_STAMPING: E 589 1965
 NX0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NX0126+STABILITY: SURFACE MOTION
 NX0126
 NX0126  HISTORY     - Date     Condition        Report By
 NX0126  HISTORY     - 1965     MONUMENTED       CGS
 NX0126
 NX0126                          STATION DESCRIPTION
 NX0126
 NX0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 NX0126'2.1 MI SW FROM ADEL.
 NX0126'2.1 MILES SOUTHWEST ALONG A ROAD FROM THE STORE AT ADEL, AT THE
 NX0126'JUNCTION OF A ROAD SOUTHEAST TO COLEMAN VALLEY, 60 FEET NORTHWEST OF
 NX0126'THE CENTER LINE OF THE ROAD, 24 FEET NORTHEAST OF THE CENTER LINE OF A
 NX0126'TRACK ROAD NORTHWEST, 5 FEET SOUTHWEST OF A POWER POLE, 2.0 FEET
 NX0126'SOUTHEAST OF A WITNESS POST, ABOUT 5 FEET HIGHER THAN THE ROAD, AND
 NX0126'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 NX0126'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0228 ***********************************************************************
 NZ0228  DESIGNATION -  E 59
 NZ0228  PID         -  NZ0228
 NZ0228  STATE/COUNTY-  OR/JACKSON
 NZ0228  USGS QUAD   -  SHADY COVE (1983)
 NZ0228
 NZ0228                         *CURRENT SURVEY CONTROL
 NZ0228  ___________________________________________________________________
 NZ0228* NAD 83(1986)-  42 35 01.     (N)    122 48 59.     (W)     SCALED    
 NZ0228* NAVD 88     -       436.329  (meters)    1431.52   (feet)  ADJUSTED  
 NZ0228  ___________________________________________________________________
 NZ0228  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 NZ0228  DYNAMIC HT  -         436.160 (meters)    1430.97  (feet)  COMP
 NZ0228  MODELED GRAV-     980,222.8   (mgal)                       NAVD 88
 NZ0228
 NZ0228  VERT ORDER  -  SECOND    CLASS 0
 NZ0228
 NZ0228.The horizontal coordinates were scaled from a topographic map and have
 NZ0228.an estimated accuracy of +/- 6 seconds.
 NZ0228
 NZ0228.The orthometric height was determined by differential leveling
 NZ0228.and adjusted in June 1991.
 NZ0228
 NZ0228.The geoid height was determined by GEOID03.
 NZ0228
 NZ0228.The dynamic height is computed by dividing the NAVD 88
 NZ0228.geopotential number by the normal gravity value computed on the
 NZ0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0228.degrees latitude (g = 980.6199 gals.).
 NZ0228
 NZ0228.The modeled gravity was interpolated from observed gravity values.
 NZ0228
 NZ0228;                    North         East    Units  Estimated Accuracy
 NZ0228;SPC OR S     -   104,490.    1,309,880.      MT  (+/- 180 meters Scaled)
 NZ0228
 NZ0228                          SUPERSEDED SURVEY CONTROL
 NZ0228
 NZ0228  NGVD 29 (??/??/92)  435.293  (m)         1428.12   (f) ADJ UNCH    2 0
 NZ0228
 NZ0228.Superseded values are not recommended for survey control.
 NZ0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0228.See file dsdata.txt to determine how the superseded data were derived.
 NZ0228
 NZ0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN150145(NAD 83)
 NZ0228_MARKER: DB = BENCH MARK DISK
 NZ0228_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NZ0228_SP_SET: CULVERT
 NZ0228_STAMPING: E 59 1931
 NZ0228_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0228
 NZ0228  HISTORY     - Date     Condition        Report By
 NZ0228  HISTORY     - UNK      MONUMENTED       ORDT
 NZ0228  HISTORY     - 1931     GOOD             NGS
 NZ0228
 NZ0228                          STATION DESCRIPTION
 NZ0228
 NZ0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 NZ0228'4.6 MI S FROM TRAIL.
 NZ0228'ABOUT 4.6 MILES SOUTH ALONG THE CRATER LAKE HIGHWAY FROM TRAIL,
 NZ0228'JACKSON COUNTY, ABOUT 150 FEET SOUTH OF THE JUNCTION OF THE ROAD
 NZ0228'LEADING TO THE ALVIN CONOVER RANCH HOUSE, AT A 4- BY 6-FOOT CONCRETE
 NZ0228'CULVERT UNDER THE HIGHWAY, IN THE TOP OF THE SOUTH END OF THE EAST
 NZ0228'HEAD WALL, AND ABOUT 10 FEET LOWER THAN THE HIGHWAY.  AN OREGON STATE
 NZ0228'HIGHWAY DEPARTMENT STANDARD DISK, STAMPED E 59 1931.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB1004 ***********************************************************************
 RB1004  DESIGNATION -  E 592
 RB1004  PID         -  RB1004
 RB1004  STATE/COUNTY-  OR/MORROW
 RB1004  USGS QUAD   -  GOLGOTHA BUTTE (1993)
 RB1004
 RB1004                         *CURRENT SURVEY CONTROL
 RB1004  ___________________________________________________________________
 RB1004* NAD 83(1986)-  45 48 46.     (N)    119 56 18.     (W)     SCALED    
 RB1004* NAVD 88     -       115.708  (meters)     379.62   (feet)  ADJUSTED  
 RB1004  ___________________________________________________________________
 RB1004  GEOID HEIGHT-         -21.78  (meters)                     GEOID03
 RB1004  DYNAMIC HT  -         115.707 (meters)     379.62  (feet)  COMP
 RB1004  MODELED GRAV-     980,607.2   (mgal)                       NAVD 88
 RB1004
 RB1004  VERT ORDER  -  FIRST     CLASS I
 RB1004
 RB1004.The horizontal coordinates were scaled from a topographic map and have
 RB1004.an estimated accuracy of +/- 6 seconds.
 RB1004
 RB1004.The orthometric height was determined by differential leveling
 RB1004.and adjusted in June 1991.
 RB1004
 RB1004.The geoid height was determined by GEOID03.
 RB1004
 RB1004.The dynamic height is computed by dividing the NAVD 88
 RB1004.geopotential number by the normal gravity value computed on the
 RB1004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB1004.degrees latitude (g = 980.6199 gals.).
 RB1004
 RB1004.The modeled gravity was interpolated from observed gravity values.
 RB1004
 RB1004;                    North         East    Units  Estimated Accuracy
 RB1004;SPC OR N     -   238,640.    2,543,650.      MT  (+/- 180 meters Scaled)
 RB1004
 RB1004                          SUPERSEDED SURVEY CONTROL
 RB1004
 RB1004  NGVD 29 (??/??/92)  114.700  (m)          376.31   (f) ADJ UNCH    1 1
 RB1004
 RB1004.Superseded values are not recommended for survey control.
 RB1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1004.See file dsdata.txt to determine how the superseded data were derived.
 RB1004
 RB1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKL717774(NAD 83)
 RB1004_MARKER: DD = SURVEY DISK
 RB1004_SETTING: 66 = SET IN ROCK OUTCROP
 RB1004_SP_SET: OUTCROP
 RB1004_STAMPING: E 592 1965 C 523
 RB1004_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RB1004+STABILITY: POSITION/ELEVATION WELL
 RB1004
 RB1004  HISTORY     - Date     Condition        Report By
 RB1004  HISTORY     - 1965     MONUMENTED       ORDT
 RB1004  HISTORY     - 1968     GOOD             USPSQD
 RB1004  HISTORY     - 1968     GOOD             NGS
 RB1004  HISTORY     - 1987     GOOD             USPSQD
 RB1004  HISTORY     - 1989     GOOD             USPSQD
 RB1004
 RB1004                          STATION DESCRIPTION
 RB1004
 RB1004'DESCRIBED BY US POWER SQUADRON 1968 (RCC)
 RB1004'RECOVERED IN GOOD CONDITION.
 RB1004
 RB1004                          STATION RECOVERY (1968)
 RB1004
 RB1004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 RB1004'11.65 MI W FROM BOARDMAN.
 RB1004'11.65 MILES WEST ALONG INTERSTATE HIGHWAY 80 N FROM THE OVERPASS AT
 RB1004'BOARDMAN, 0.1 MILE EAST OF MILEPOST 151, IN THE TOP OF AN OUTCROP
 RB1004'WHICH PROJECTS ABOUT 1/2 FOOT ABOVE THE GROUND, 99 FEET NORTH OF THE
 RB1004'CENTER LINE OF THE WEST BOUND LANES OF THE HIGHWAY, 80 FEET WEST OF A
 RB1004'RAILROAD 1/4 MILEPOST, 1.1 FEET SOUTH OF A FENCE, 6.0 FEET WEST OF A
 RB1004'WITNESS POST, AND ABOUT LEVEL WITH THE HIGHWAY.
 RB1004
 RB1004                          STATION RECOVERY (1987)
 RB1004
 RB1004'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWE)
 RB1004'RECOVERED IN GOOD CONDITION.
 RB1004
 RB1004                          STATION RECOVERY (1989)
 RB1004
 RB1004'RECOVERY NOTE BY US POWER SQUADRON 1989 (RCC)
 RB1004'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0168 ***********************************************************************
 NZ0168  DESIGNATION -  E 6
 NZ0168  PID         -  NZ0168
 NZ0168  STATE/COUNTY-  OR/JACKSON
 NZ0168  USGS QUAD   -  ASHLAND (1996)
 NZ0168
 NZ0168                         *CURRENT SURVEY CONTROL
 NZ0168  ___________________________________________________________________
 NZ0168* NAD 83(1986)-  42 08 27.     (N)    122 38 05.     (W)     SCALED    
 NZ0168* NAVD 88     -       733.799  (meters)    2407.47   (feet)  ADJUSTED  
 NZ0168  ___________________________________________________________________
 NZ0168  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 NZ0168  DYNAMIC HT  -         733.424 (meters)    2406.24  (feet)  COMP
 NZ0168  MODELED GRAV-     980,087.5   (mgal)                       NAVD 88
 NZ0168
 NZ0168  VERT ORDER  -  FIRST     CLASS II
 NZ0168
 NZ0168.The horizontal coordinates were scaled from a topographic map and have
 NZ0168.an estimated accuracy of +/- 6 seconds.
 NZ0168
 NZ0168.The orthometric height was determined by differential leveling
 NZ0168.and adjusted in June 1991.
 NZ0168
 NZ0168.The geoid height was determined by GEOID03.
 NZ0168
 NZ0168.The dynamic height is computed by dividing the NAVD 88
 NZ0168.geopotential number by the normal gravity value computed on the
 NZ0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0168.degrees latitude (g = 980.6199 gals.).
 NZ0168
 NZ0168.The modeled gravity was interpolated from observed gravity values.
 NZ0168
 NZ0168;                    North         East    Units  Estimated Accuracy
 NZ0168;SPC OR S     -    54,920.    1,323,540.      MT  (+/- 180 meters Scaled)
 NZ0168
 NZ0168                          SUPERSEDED SURVEY CONTROL
 NZ0168
 NZ0168  NGVD 29 (??/??/92)  732.697  (m)         2403.86   (f) ADJ UNCH    1 2
 NZ0168
 NZ0168.Superseded values are not recommended for survey control.
 NZ0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0168.See file dsdata.txt to determine how the superseded data were derived.
 NZ0168
 NZ0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM301654(NAD 83)
 NZ0168_MARKER: Z = SEE DESCRIPTION
 NZ0168_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NZ0168_SP_SET: BRIDGE ABUTMENT
 NZ0168_MARK LOGO: CGS   
 NZ0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0168+STABILITY: SURFACE MOTION
 NZ0168_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NZ0168+SATELLITE: SATELLITE OBSERVATIONS - May 21, 1988
 NZ0168
 NZ0168  HISTORY     - Date     Condition        Report By
 NZ0168  HISTORY     - UNK      MONUMENTED       CGS
 NZ0168  HISTORY     - 1954     GOOD             NGS
 NZ0168  HISTORY     - 19880521 GOOD             NGS
 NZ0168
 NZ0168                          STATION DESCRIPTION
 NZ0168
 NZ0168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NZ0168'4.1 MI NW FROM STEINMAN.
 NZ0168'4.1 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 NZ0168'THE WATER TANK AT STEINMAN, 5.6 MILES SOUTHEAST OF ASHLAND, 5 RAILS
 NZ0168'SOUTHEAST OF THE CROSSING OF NEIL CREEK ROAD (CROSSING 423.4), AT A
 NZ0168'STEEL BRIDGE OVER NEIL CREEK, ON TOP OF THE 2ND SANDSTONE BLOCK AT THE
 NZ0168'SOUTHWEST END OF THE SOUTHWEST SANDSTONE AND CONCRETE ABUTMENT, 8.6
 NZ0168'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 0.7 FOOT NORTHEAST OF THE
 NZ0168'SOUTHWEST EDGE OF THE BLOCK, AND ABOUT 2 FEET LOWER THAN THE TRACK.
 NZ0168
 NZ0168                          STATION RECOVERY (1988)
 NZ0168
 NZ0168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 NZ0168'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  5.0 KM
 NZ0168'(3.10 MI) EASTERLY ALONG STATE HIGHWAY 66 FROM THE JUNCTION OF
 NZ0168'INTERSTATE HIGHWAY 5 IN ASHLAND, THENCE 1.8 KM (1.10 MI) SOUTH ALONG
 NZ0168'NEIL CREEK ROAD.  NOTE--THE ABUTMENT MENTIONED IN THE ORIGINAL
 NZ0168'DESCRIPTION IS THE NORTHWEST ABUTMENT, NOT THE SOUTHWEST ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH0905 ***********************************************************************
 OH0905  DESIGNATION -  E 601
 OH0905  PID         -  OH0905
 OH0905  STATE/COUNTY-  OR/MALHEUR
 OH0905  USGS QUAD   -  MC CAIN CREEK (1969)
 OH0905
 OH0905                         *CURRENT SURVEY CONTROL
 OH0905  ___________________________________________________________________
 OH0905* NAD 83(1986)-  43 08 49.     (N)    117 16 34.     (W)     SCALED    
 OH0905* NAVD 88     -      1428.208  (meters)    4685.71   (feet)  ADJUSTED  
 OH0905  ___________________________________________________________________
 OH0905  GEOID HEIGHT-         -17.19  (meters)                     GEOID03
 OH0905  DYNAMIC HT  -        1427.466 (meters)    4683.28  (feet)  COMP
 OH0905  MODELED GRAV-     980,049.9   (mgal)                       NAVD 88
 OH0905
 OH0905  VERT ORDER  -  SECOND    CLASS 0
 OH0905
 OH0905.The horizontal coordinates were scaled from a topographic map and have
 OH0905.an estimated accuracy of +/- 6 seconds.
 OH0905
 OH0905.The orthometric height was determined by differential leveling
 OH0905.and adjusted in June 1991.
 OH0905
 OH0905.The geoid height was determined by GEOID03.
 OH0905
 OH0905.The dynamic height is computed by dividing the NAVD 88
 OH0905.geopotential number by the normal gravity value computed on the
 OH0905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0905.degrees latitude (g = 980.6199 gals.).
 OH0905
 OH0905.The modeled gravity was interpolated from observed gravity values.
 OH0905
 OH0905;                    North         East    Units  Estimated Accuracy
 OH0905;SPC OR S     -   169,480.    1,762,160.      MT  (+/- 180 meters Scaled)
 OH0905
 OH0905                          SUPERSEDED SURVEY CONTROL
 OH0905
 OH0905  NGVD 29 (??/??/92) 1427.139  (m)         4682.21   (f) ADJ UNCH    2 0
 OH0905
 OH0905.Superseded values are not recommended for survey control.
 OH0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0905.See file dsdata.txt to determine how the superseded data were derived.
 OH0905
 OH0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH775771(NAD 83)
 OH0905_MARKER: DB = BENCH MARK DISK
 OH0905_SETTING: 80 = SET IN A BOULDER
 OH0905_SP_SET: BOULDER
 OH0905_STAMPING: E 601 1966
 OH0905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0905+STABILITY: SURFACE MOTION
 OH0905
 OH0905  HISTORY     - Date     Condition        Report By
 OH0905  HISTORY     - 1966     MONUMENTED       CGS
 OH0905
 OH0905                          STATION DESCRIPTION
 OH0905
 OH0905'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OH0905'21.35 MI NW FROM JORDAN VALLEY.
 OH0905'7.7 MILES NORTH ALONG U.S. HIGHWAY 95 FROM THE SCHOOL AT JORDAN
 OH0905'VALLEY, THENCE 13.65 MILES WEST ALONG JORDAN CRATER ROAD, 0.3 MILE
 OH0905'SOUTHEAST OF THE CROSSING OF A CREEK, IN THE TOP OF A 3- BY 5- FOOT
 OH0905'BOULDER WHICH IS IN THE CENTER OF A DRAW AND PROJECTING ABOUT 2 FEET
 OH0905'ABOVE THE GROUND, 16 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 OH0905'6.9 FEET SOUTHWEST OF A WITNESS POST, AND ABOUT 2 FEET HIGHER THAN THE
 OH0905'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH0891 ***********************************************************************
 OH0891  DESIGNATION -  E 602
 OH0891  PID         -  OH0891
 OH0891  STATE/COUNTY-  OR/MALHEUR
 OH0891  USGS QUAD   -  HOOKER CREEK (1969)
 OH0891
 OH0891                         *CURRENT SURVEY CONTROL
 OH0891  ___________________________________________________________________
 OH0891* NAD 83(1986)-  43 05 22.     (N)    117 04 58.     (W)     SCALED    
 OH0891* NAVD 88     -      1383.830  (meters)    4540.12   (feet)  ADJUSTED  
 OH0891  ___________________________________________________________________
 OH0891  GEOID HEIGHT-         -16.93  (meters)                     GEOID03
 OH0891  DYNAMIC HT  -        1383.100 (meters)    4537.72  (feet)  COMP
 OH0891  MODELED GRAV-     980,043.4   (mgal)                       NAVD 88
 OH0891
 OH0891  VERT ORDER  -  SECOND    CLASS 0
 OH0891
 OH0891.The horizontal coordinates were scaled from a topographic map and have
 OH0891.an estimated accuracy of +/- 6 seconds.
 OH0891
 OH0891.The orthometric height was determined by differential leveling
 OH0891.and adjusted in June 1991.
 OH0891
 OH0891.The geoid height was determined by GEOID03.
 OH0891
 OH0891.The dynamic height is computed by dividing the NAVD 88
 OH0891.geopotential number by the normal gravity value computed on the
 OH0891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0891.degrees latitude (g = 980.6199 gals.).
 OH0891
 OH0891.The modeled gravity was interpolated from observed gravity values.
 OH0891
 OH0891;                    North         East    Units  Estimated Accuracy
 OH0891;SPC OR S     -   163,720.    1,778,130.      MT  (+/- 180 meters Scaled)
 OH0891
 OH0891                          SUPERSEDED SURVEY CONTROL
 OH0891
 OH0891  NGVD 29 (??/??/92) 1382.768  (m)         4536.63   (f) ADJ UNCH    2 0
 OH0891
 OH0891.Superseded values are not recommended for survey control.
 OH0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0891.See file dsdata.txt to determine how the superseded data were derived.
 OH0891
 OH0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH932707(NAD 83)
 OH0891_MARKER: DB = BENCH MARK DISK
 OH0891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0891_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0891_STAMPING: E 602 1966
 OH0891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0891+STABILITY: SURFACE MOTION
 OH0891
 OH0891  HISTORY     - Date     Condition        Report By
 OH0891  HISTORY     - 1966     MONUMENTED       CGS
 OH0891
 OH0891                          STATION DESCRIPTION
 OH0891
 OH0891'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OH0891'8.65 MI NW FROM JORDAN VALLEY.
 OH0891'7.7 MILES NORTH ALONG U.S. HIGHWAY 95 FROM THE SCHOOL AT JORDAN
 OH0891'VALLEY, THENCE 0.95 MILE WEST ALONG JORDAN CRATER ROAD, AT THE
 OH0891'JUNCTION OF A FARM ROAD NORTH TO A RANCHHOUSE, 37 FEET NORTH OF THE
 OH0891'CENTER LINE OF THE ROAD, 56 FEET WEST OF THE CENTER LINE OF THE FARM
 OH0891'ROAD, 1 1/2 FEET WEST OF TELEPHONE POLE D 15, 1.0 FOOT SOUTH OF A
 OH0891'FENCE, 2.0 FEET EAST OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE
 OH0891'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 OH0891'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH0968 ***********************************************************************
 OH0968  DESIGNATION -  E 603
 OH0968  PID         -  OH0968
 OH0968  STATE/COUNTY-  OR/MALHEUR
 OH0968  USGS QUAD   -  COPELAND RESERVOIRS (1972)
 OH0968
 OH0968                         *CURRENT SURVEY CONTROL
 OH0968  ___________________________________________________________________
 OH0968* NAD 83(1986)-  43 24 36.     (N)    117 44 03.     (W)     SCALED    
 OH0968* NAVD 88     -      1300.943  (meters)    4268.18   (feet)  ADJUSTED  
 OH0968  ___________________________________________________________________
 OH0968  GEOID HEIGHT-         -17.79  (meters)                     GEOID03
 OH0968  DYNAMIC HT  -        1300.300 (meters)    4266.07  (feet)  COMP
 OH0968  MODELED GRAV-     980,079.9   (mgal)                       NAVD 88
 OH0968
 OH0968  VERT ORDER  -  SECOND    CLASS 0
 OH0968
 OH0968.The horizontal coordinates were scaled from a topographic map and have
 OH0968.an estimated accuracy of +/- 6 seconds.
 OH0968
 OH0968.The orthometric height was determined by differential leveling
 OH0968.and adjusted in June 1991.
 OH0968
 OH0968.The geoid height was determined by GEOID03.
 OH0968
 OH0968.The dynamic height is computed by dividing the NAVD 88
 OH0968.geopotential number by the normal gravity value computed on the
 OH0968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0968.degrees latitude (g = 980.6199 gals.).
 OH0968
 OH0968.The modeled gravity was interpolated from observed gravity values.
 OH0968
 OH0968;                    North         East    Units  Estimated Accuracy
 OH0968;SPC OR S     -   197,350.    1,723,960.      MT  (+/- 180 meters Scaled)
 OH0968
 OH0968                          SUPERSEDED SURVEY CONTROL
 OH0968
 OH0968  NGVD 29 (??/??/92) 1299.812  (m)         4264.47   (f) ADJ UNCH    2 0
 OH0968
 OH0968.Superseded values are not recommended for survey control.
 OH0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0968.See file dsdata.txt to determine how the superseded data were derived.
 OH0968
 OH0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ405066(NAD 83)
 OH0968_MARKER: DB = BENCH MARK DISK
 OH0968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0968_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0968_STAMPING: E 603 1966
 OH0968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0968+STABILITY: SURFACE MOTION
 OH0968
 OH0968  HISTORY     - Date     Condition        Report By
 OH0968  HISTORY     - 1966     MONUMENTED       CGS
 OH0968
 OH0968                          STATION DESCRIPTION
 OH0968
 OH0968'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OH0968'38.4 MI S FROM HARPER.
 OH0968'37.0 MILES SOUTH ALONG CROWLEY ROAD FROM THE JUNCTION OF U.S. HIGHWAY
 OH0968'20 AT HARPER, THENCE 1.4 MILES EAST ALONG THE MUD FLAT RANCH ROAD, 0.5
 OH0968'MILE EAST OF A 12-INCH PIPE CULVERT, ON THE OUTSIDE OF A CURVE, 0.25
 OH0968'MILE WEST OF A GATE ACROSS THE ROAD, 33 FEET SOUTH OF THE CENTER LINE
 OH0968'OF THE ROAD, 2.0 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE
 OH0968'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 OH0968'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH0938 ***********************************************************************
 OH0938  DESIGNATION -  E 604
 OH0938  PID         -  OH0938
 OH0938  STATE/COUNTY-  OR/MALHEUR
 OH0938  USGS QUAD   -  DIAMOND BUTTE (1967)
 OH0938
 OH0938                         *CURRENT SURVEY CONTROL
 OH0938  ___________________________________________________________________
 OH0938* NAD 83(1986)-  43 18 15.     (N)    117 28 32.     (W)     SCALED    
 OH0938* NAVD 88     -       824.582  (meters)    2705.32   (feet)  ADJUSTED  
 OH0938  ___________________________________________________________________
 OH0938  GEOID HEIGHT-         -17.80  (meters)                     GEOID03
 OH0938  DYNAMIC HT  -         824.233 (meters)    2704.17  (feet)  COMP
 OH0938  MODELED GRAV-     980,169.8   (mgal)                       NAVD 88
 OH0938
 OH0938  VERT ORDER  -  SECOND    CLASS 0
 OH0938
 OH0938.The horizontal coordinates were scaled from a topographic map and have
 OH0938.an estimated accuracy of +/- 6 seconds.
 OH0938
 OH0938.The orthometric height was determined by differential leveling
 OH0938.and adjusted in June 1991.
 OH0938
 OH0938.The geoid height was determined by GEOID03.
 OH0938
 OH0938.The dynamic height is computed by dividing the NAVD 88
 OH0938.geopotential number by the normal gravity value computed on the
 OH0938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0938.degrees latitude (g = 980.6199 gals.).
 OH0938
 OH0938.The modeled gravity was interpolated from observed gravity values.
 OH0938
 OH0938;                    North         East    Units  Estimated Accuracy
 OH0938;SPC OR S     -   186,330.    1,745,320.      MT  (+/- 180 meters Scaled)
 OH0938
 OH0938                          SUPERSEDED SURVEY CONTROL
 OH0938
 OH0938  NGVD 29 (??/??/92)  823.531  (m)         2701.87   (f) ADJ UNCH    2 0
 OH0938
 OH0938.Superseded values are not recommended for survey control.
 OH0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0938.See file dsdata.txt to determine how the superseded data were derived.
 OH0938
 OH0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH614947(NAD 83)
 OH0938_MARKER: DB = BENCH MARK DISK
 OH0938_SETTING: 80 = SET IN A BOULDER
 OH0938_SP_SET: BOULDER
 OH0938_STAMPING: E 604 1966
 OH0938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0938+STABILITY: SURFACE MOTION
 OH0938
 OH0938  HISTORY     - Date     Condition        Report By
 OH0938  HISTORY     - 1966     MONUMENTED       CGS
 OH0938
 OH0938                          STATION DESCRIPTION
 OH0938
 OH0938'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OH0938'59.25 MI SE FROM HARPER.
 OH0938'37.0 MILES SOUTH ALONG CROWLEY ROAD FROM THE JUNCTION OF U.S. HIGHWAY
 OH0938'20 AT HARPER, THENCE 9.8 MILES EAST ALONG THE MUD FLAT RANCH ROAD,
 OH0938'THENCE 0.35 MILE NORTH ALONG A DIRT ROAD, THENCE 9.75 MILES EAST ALONG
 OH0938'A DIRT ROAD, THENCE 2.35 MILES SOUTH ALONG A DIRT ROAD ALONG THE WEST
 OH0938'SIDE OF OWYHEE RIVER, AT THE JUNCTION OF A DIM ROAD NORTHWEST, IN THE
 OH0938'TOP OF A LAVA BOULDER PROJECTING ABOUT 1 1/2 FEET, 56 FEET WEST OF THE
 OH0938'CENTER LINE OF THE ROAD, 14 FEET NORTHEAST OF THE CENTER LINE OF THE
 OH0938'ROAD NORTHWEST, 0.6 FOOT NORTH OF A WITNESS POST, AND ABOUT 5 1/2 FEET
 OH0938'HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0621 ***********************************************************************
 NY0621  DESIGNATION -  E 61
 NY0621  PID         -  NY0621
 NY0621  STATE/COUNTY-  OR/KLAMATH
 NY0621  USGS QUAD   -  FUEGO (1988)
 NY0621
 NY0621                         *CURRENT SURVEY CONTROL
 NY0621  ___________________________________________________________________
 NY0621* NAD 83(1986)-  42 51 20.     (N)    121 51 28.     (W)     SCALED    
 NY0621* NAVD 88     -      1399.232  (meters)    4590.65   (feet)  POSTED    
 NY0621  ___________________________________________________________________
 NY0621  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 NY0621  DYNAMIC HT  -        1398.440 (meters)    4588.05  (feet)  COMP
 NY0621  MODELED GRAV-     980,003.7   (mgal)                       NAVD 88
 NY0621
 NY0621  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 NY0621
 NY0621.The horizontal coordinates were scaled from a topographic map and have
 NY0621.an estimated accuracy of +/- 6 seconds.
 NY0621
 NY0621.The orthometric height was determined by differential leveling
 NY0621.and adjusted by the  in 1992.
 NY0621.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 NY0621.rate of 1.1 thru 2.0 mm/km.
 NY0621
 NY0621.The geoid height was determined by GEOID03.
 NY0621
 NY0621.The dynamic height is computed by dividing the NAVD 88
 NY0621.geopotential number by the normal gravity value computed on the
 NY0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0621.degrees latitude (g = 980.6199 gals.).
 NY0621
 NY0621.The modeled gravity was interpolated from observed gravity values.
 NY0621
 NY0621;                    North         East    Units  Estimated Accuracy
 NY0621;SPC OR S     -   132,960.    1,389,040.      MT  (+/- 180 meters Scaled)
 NY0621
 NY0621                          SUPERSEDED SURVEY CONTROL
 NY0621
 NY0621  NGVD 29 (??/??/92) 1397.970  (m)         4586.51   (f) ADJ UNCH    2 0
 NY0621
 NY0621.Superseded values are not recommended for survey control.
 NY0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0621.See file dsdata.txt to determine how the superseded data were derived.
 NY0621
 NY0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN933454(NAD 83)
 NY0621_MARKER: DB = BENCH MARK DISK
 NY0621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0621_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NY0621_STAMPING: E 61 1931
 NY0621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0621+STABILITY: SURFACE MOTION
 NY0621
 NY0621  HISTORY     - Date     Condition        Report By
 NY0621  HISTORY     - 1931     MONUMENTED       CGS
 NY0621  HISTORY     - 1957     MARK NOT FOUND   NGS
 NY0621
 NY0621                          STATION DESCRIPTION
 NY0621
 NY0621'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 NY0621'2.5 MI W FROM CHINCHALO.
 NY0621'ABOUT 4.9 MILES NORTHEAST ALONG THE ROAD TO CHINCHALO FROM THE
 NY0621'JUNCTION OF THE DALLES-CALIFORNIA HIGHWAY (U.S. 97) AND STATE HIGHWAY
 NY0621'232, KLAMATH COUNTY, ABOUT 2.5 MILES WEST OF CHINCHALO, 40 FEET SOUTH
 NY0621'OF THE PELICAN BAY LUMBER CO. RAILROAD, AND 30 FEET SOUTHEAST OF THE
 NY0621'CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED E 61 1931 AND SET
 NY0621'IN THE TOP OF A CONCRETE POST.
 NY0621
 NY0621                          STATION RECOVERY (1957)
 NY0621
 NY0621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 NY0621'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0769 ***********************************************************************
 QE0769  DESIGNATION -  E 619
 QE0769  PID         -  QE0769
 QE0769  STATE/COUNTY-  OR/MARION
 QE0769  USGS QUAD   -  SALEM EAST (1986)
 QE0769
 QE0769                         *CURRENT SURVEY CONTROL
 QE0769  ___________________________________________________________________
 QE0769* NAD 83(1986)-  44 53 20.     (N)    122 59 45.     (W)     SCALED    
 QE0769* NAVD 88     -        85.414  (meters)     280.23   (feet)  ADJUSTED  
 QE0769  ___________________________________________________________________
 QE0769  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 QE0769  DYNAMIC HT  -          85.409 (meters)     280.21  (feet)  COMP
 QE0769  MODELED GRAV-     980,562.9   (mgal)                       NAVD 88
 QE0769
 QE0769  VERT ORDER  -  FIRST     CLASS II
 QE0769
 QE0769.The horizontal coordinates were scaled from a topographic map and have
 QE0769.an estimated accuracy of +/- 6 seconds.
 QE0769
 QE0769.The orthometric height was determined by differential leveling
 QE0769.and adjusted in June 1991.
 QE0769
 QE0769.The geoid height was determined by GEOID03.
 QE0769
 QE0769.The dynamic height is computed by dividing the NAVD 88
 QE0769.geopotential number by the normal gravity value computed on the
 QE0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0769.degrees latitude (g = 980.6199 gals.).
 QE0769
 QE0769.The modeled gravity was interpolated from observed gravity values.
 QE0769
 QE0769;                    North         East    Units  Estimated Accuracy
 QE0769;SPC OR N     -   138,860.    2,302,880.      MT  (+/- 180 meters Scaled)
 QE0769
 QE0769                          SUPERSEDED SURVEY CONTROL
 QE0769
 QE0769  NGVD 29 (??/??/92)   84.390  (m)          276.87   (f) ADJ UNCH    1 2
 QE0769
 QE0769.Superseded values are not recommended for survey control.
 QE0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0769.See file dsdata.txt to determine how the superseded data were derived.
 QE0769
 QE0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ003706(NAD 83)
 QE0769_MARKER: DD = SURVEY DISK
 QE0769_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QE0769_SP_SET: CURB
 QE0769_STAMPING: E 619 1968
 QE0769_MARK LOGO: ORHD  
 QE0769_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0769
 QE0769  HISTORY     - Date     Condition        Report By
 QE0769  HISTORY     - 1968     MONUMENTED       ORHD
 QE0769  HISTORY     - 1987     GOOD             USPSQD
 QE0769  HISTORY     - 1987     GOOD             NGS
 QE0769  HISTORY     - 1990     GOOD             USPSQD
 QE0769  HISTORY     - 20061018 MARK NOT FOUND   USPSQD
 QE0769
 QE0769                          STATION DESCRIPTION
 QE0769
 QE0769'DESCRIBED BY OREGON HIGHWAY DEPARTMENT 1968
 QE0769'5.6 MI SE FROM SALEM.
 QE0769'2.11 MILES SOUTH ALONG US INTERSTATE 5 FROM THE NORTH SANTIAM
 QE0769'INTERCHANGE (ORE22), IN THE NORTHEAST CORNER OF THE STRUCTURE OVER
 QE0769'MARIETTA STREET IN THE NORTH BOUND LANES OF I-5.  A OREGON STATE
 QE0769'HIGHWAY DEPT. STANDARD DISK, STAMPED E 619 1968.
 QE0769
 QE0769                          STATION RECOVERY (1987)
 QE0769
 QE0769'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWE)
 QE0769'RECOVERED IN GOOD CONDITION.
 QE0769
 QE0769                          STATION RECOVERY (1987)
 QE0769
 QE0769'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE0769'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  10.9 KM
 QE0769'(6.75 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 5 FROM ITS JUNCTION WITH
 QE0769'STATE HIGHWAY 99E IN SALEM, IN THE NORTHEAST END OF THE SOUTHEAST
 QE0769'CURB OF THE NORTHBOUND HIGHWAY OVERPASS OF MARIETTA ROAD, 4.9 M
 QE0769'(16.1 FT) SOUTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 QE0769'HIGHWAY, 0.7 M (2.3 FT) SOUTHWEST OF THE NORTHEAST END OF THE CURB,
 QE0769'AND 0.2 M (0.7 FT) NORTHWEST OF A GUARDRAIL.
 QE0769'THE MARK IS 0.2 M ABOVE THE HIGHWAY.
 QE0769
 QE0769                          STATION RECOVERY (1990)
 QE0769
 QE0769'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCB)
 QE0769'RECOVERED IN GOOD CONDITION.
 QE0769
 QE0769                          STATION RECOVERY (2006)
 QE0769
 QE0769'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 QE0769'I 5 IN THIS AREA IS BEING WIDENED AND A NEW BRIDGE IS UNDER
 QE0769'CONSTRUCTION AT THIS LOCATION. ROADWAY DOES NOT EXIST AT THE PRESENT
 QE0769'TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0356 ***********************************************************************
 PB0356  DESIGNATION -  E 62
 PB0356  PID         -  PB0356
 PB0356  STATE/COUNTY-  OR/KLAMATH
 PB0356  USGS QUAD   -  CRESCENT (1967)
 PB0356
 PB0356                         *CURRENT SURVEY CONTROL
 PB0356  ___________________________________________________________________
 PB0356* NAD 83(1986)-  43 29 26.     (N)    121 40 44.     (W)     SCALED    
 PB0356* NAVD 88     -      1341.018  (meters)    4399.66   (feet)  ADJUSTED  
 PB0356  ___________________________________________________________________
 PB0356  GEOID HEIGHT-         -21.13  (meters)                     GEOID03
 PB0356  DYNAMIC HT  -        1340.355 (meters)    4397.48  (feet)  COMP
 PB0356  MODELED GRAV-     980,078.5   (mgal)                       NAVD 88
 PB0356
 PB0356  VERT ORDER  -  FIRST     CLASS II
 PB0356
 PB0356.The horizontal coordinates were scaled from a topographic map and have
 PB0356.an estimated accuracy of +/- 6 seconds.
 PB0356
 PB0356.The orthometric height was determined by differential leveling
 PB0356.and adjusted in June 1991.
 PB0356
 PB0356.The geoid height was determined by GEOID03.
 PB0356
 PB0356.The dynamic height is computed by dividing the NAVD 88
 PB0356.geopotential number by the normal gravity value computed on the
 PB0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0356.degrees latitude (g = 980.6199 gals.).
 PB0356
 PB0356.The modeled gravity was interpolated from observed gravity values.
 PB0356
 PB0356;                    North         East    Units  Estimated Accuracy
 PB0356;SPC OR S     -   203,280.    1,404,650.      MT  (+/- 180 meters Scaled)
 PB0356
 PB0356                          SUPERSEDED SURVEY CONTROL
 PB0356
 PB0356  NGVD 29 (??/??/92) 1339.764  (m)         4395.54   (f) ADJ UNCH    1 2
 PB0356
 PB0356.Superseded values are not recommended for survey control.
 PB0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0356.See file dsdata.txt to determine how the superseded data were derived.
 PB0356
 PB0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP068161(NAD 83)
 PB0356_MARKER: DB = BENCH MARK DISK
 PB0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0356_SP_SET: SQUARE CONCRETE MONUMENT
 PB0356_STAMPING: E 62 1931 4395.496
 PB0356_MARK LOGO: CGS   
 PB0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0356+STABILITY: SURFACE MOTION
 PB0356_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PB0356+SATELLITE: SATELLITE OBSERVATIONS - July 08, 1988
 PB0356
 PB0356  HISTORY     - Date     Condition        Report By
 PB0356  HISTORY     - 1931     MONUMENTED       CGS
 PB0356  HISTORY     - 1934     GOOD             NGS
 PB0356  HISTORY     - 19880708 GOOD             NGS
 PB0356
 PB0356                          STATION DESCRIPTION
 PB0356
 PB0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PB0356'2.2 MI NE FROM CRESCENT.
 PB0356'2.2 MILES NORTHEAST ALONG THE DALLES - CALIFORNIA HIGHWAY FROM
 PB0356'CRESCENT, KLAMATH COUNTY, 60 FEET SOUTHWEST OF MILEPOST 187, NEAR THE
 PB0356'CENTER OF A SHORT TANGENT ASCENDING TO THE SOUTHWEST, 31 FEET
 PB0356'NORTHWEST OF THE HIGHWAY CENTERLINE, IN THE TOP OF A CONCRETE POST
 PB0356'PROJECTING 8 INCHES ABOVE THE GROUND.  A STANDARD DISK STAMPED
 PB0356'4395.496 E 62 1931.
 PB0356
 PB0356                          STATION RECOVERY (1988)
 PB0356
 PB0356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 PB0356'3.4 KM (2.10 MI) NORTHERLY ALONG U.S. HIGHWAY 97 FROM THE POST OFFICE
 PB0356'IN IN CRESCENT, 0.1 KM (0.05 MI) SOUTH OF THE HIGHWAY OVERPASS OF A
 PB0356'DIRT ROAD, 24.4 M (80.1 FT) NORTHWEST OF THE CENTERLINE OF THE
 PB0356'HIGHWAY, 2.0 M (6.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M
 PB0356'(1.0 FT) NORTHEAST OF A WITNESS POST, AND IN TOP OF A CONCRETE POST
 PB0356'THAT PROJECTS 0.13 M (0.4 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0756 ***********************************************************************
 QE0756  DESIGNATION -  E 620
 QE0756  PID         -  QE0756
 QE0756  STATE/COUNTY-  OR/MARION
 QE0756  USGS QUAD   -  SALEM EAST (1986)
 QE0756
 QE0756                         *CURRENT SURVEY CONTROL
 QE0756  ___________________________________________________________________
 QE0756* NAD 83(1986)-  44 57 00.     (N)    122 59 24.     (W)     SCALED    
 QE0756* NAVD 88     -        66.836  (meters)     219.28   (feet)  ADJUSTED  
 QE0756  ___________________________________________________________________
 QE0756  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 QE0756  DYNAMIC HT  -          66.833 (meters)     219.27  (feet)  COMP
 QE0756  MODELED GRAV-     980,572.3   (mgal)                       NAVD 88
 QE0756
 QE0756  VERT ORDER  -  SECOND    CLASS 0
 QE0756
 QE0756.The horizontal coordinates were scaled from a topographic map and have
 QE0756.an estimated accuracy of +/- 6 seconds.
 QE0756
 QE0756.The orthometric height was determined by differential leveling
 QE0756.and adjusted in June 1991.
 QE0756
 QE0756.The geoid height was determined by GEOID03.
 QE0756
 QE0756.The dynamic height is computed by dividing the NAVD 88
 QE0756.geopotential number by the normal gravity value computed on the
 QE0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0756.degrees latitude (g = 980.6199 gals.).
 QE0756
 QE0756.The modeled gravity was interpolated from observed gravity values.
 QE0756
 QE0756;                    North         East    Units  Estimated Accuracy
 QE0756;SPC OR N     -   145,630.    2,303,550.      MT  (+/- 180 meters Scaled)
 QE0756
 QE0756                          SUPERSEDED SURVEY CONTROL
 QE0756
 QE0756  NGVD 29 (??/??/92)   65.810  (m)          215.91   (f) ADJ UNCH    2 0
 QE0756
 QE0756.Superseded values are not recommended for survey control.
 QE0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0756.See file dsdata.txt to determine how the superseded data were derived.
 QE0756
 QE0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ007773(NAD 83)
 QE0756_MARKER: DD = SURVEY DISK
 QE0756_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QE0756_SP_SET: OVERCROSSING
 QE0756_STAMPING: E 620 1969
 QE0756_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0756
 QE0756  HISTORY     - Date     Condition        Report By
 QE0756  HISTORY     - 1969     MONUMENTED       ORDT
 QE0756  HISTORY     - 1987     GOOD             USPSQD
 QE0756  HISTORY     - 20011103 MARK NOT FOUND   USPSQD
 QE0756
 QE0756                          STATION DESCRIPTION
 QE0756
 QE0756'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1969
 QE0756'IN SALEM.
 QE0756'2.2 MILES SOUTH ALONG US INTERSTATE 5 FROM THE HAYESVILLE INTERCHANGE
 QE0756'OR 2.37 MILES NORTH ALONG US INTERSTATE 5 FROM THE ORE22 OVERCROSSING
 QE0756'IN THE NORTHEAST CORNER OF THE MARKET STREET OVERCROSSING.  A OREGON
 QE0756'STATE HIGHWAY DEPT. STANDARD DISK, STAMPED E 620 1969.
 QE0756
 QE0756                          STATION RECOVERY (1987)
 QE0756
 QE0756'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWE)
 QE0756'RECOVERED IN GOOD CONDITION.
 QE0756
 QE0756                          STATION RECOVERY (2001)
 QE0756
 QE0756'RECOVERY NOTE BY US POWER SQUADRON 2001 (WC)
 QE0756'MARK NOT FOUND.  FREEWAY WAS COMPLETELY REBUILT IN THIS AREA WITHIN
 QE0756'THE PAST YEAR
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2730 ***********************************************************************
 QE2730  DESIGNATION -  E 625
 QE2730  PID         -  QE2730
 QE2730  STATE/COUNTY-  OR/LINCOLN
 QE2730  USGS QUAD   -  TOLEDO NORTH (1984)
 QE2730
 QE2730                         *CURRENT SURVEY CONTROL
 QE2730  ___________________________________________________________________
 QE2730* NAD 83(1986)-  44 42 10.     (N)    123 56 53.     (W)     SCALED    
 QE2730* NAVD 88     -        81.276  (meters)     266.65   (feet)  ADJUSTED  
 QE2730  ___________________________________________________________________
 QE2730  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 QE2730  DYNAMIC HT  -          81.274 (meters)     266.65  (feet)  COMP
 QE2730  MODELED GRAV-     980,600.3   (mgal)                       NAVD 88
 QE2730
 QE2730  VERT ORDER  -  SECOND    CLASS I
 QE2730
 QE2730.The horizontal coordinates were scaled from a topographic map and have
 QE2730.an estimated accuracy of +/- 6 seconds.
 QE2730
 QE2730.The orthometric height was determined by differential leveling
 QE2730.and adjusted in August 1995.
 QE2730
 QE2730.The geoid height was determined by GEOID03.
 QE2730
 QE2730.The dynamic height is computed by dividing the NAVD 88
 QE2730.geopotential number by the normal gravity value computed on the
 QE2730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE2730.degrees latitude (g = 980.6199 gals.).
 QE2730
 QE2730.The modeled gravity was interpolated from observed gravity values.
 QE2730
 QE2730;                    North         East    Units  Estimated Accuracy
 QE2730;SPC OR N     -   120,970.    2,226,830.      MT  (+/- 180 meters Scaled)
 QE2730
 QE2730                          SUPERSEDED SURVEY CONTROL
 QE2730
 QE2730.No superseded survey control is available for this station.
 QE2730
 QE2730_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ248503(NAD 83)
 QE2730_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QE2730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE2730_SP_SET: CONCRETE POST
 QE2730_STAMPING: E 625 1969
 QE2730_MARK LOGO: ORHD  
 QE2730_PROJECTION: FLUSH
 QE2730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE2730+STABILITY: SURFACE MOTION
 QE2730
 QE2730  HISTORY     - Date     Condition        Report By
 QE2730  HISTORY     - 1969     MONUMENTED       ORHD
 QE2730  HISTORY     - 1979     GOOD             USGS
 QE2730
 QE2730                          STATION DESCRIPTION
 QE2730
 QE2730'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 QE2730'3.5 KM (2.15 MI) SOUTH FROM SILETZ.
 QE2730'SILETZ, 2.15 MI S OF, ALONG OR HWY 229.  AT NORTH END OF CUT SLOPE AT
 QE2730'SUMMIT, 240 FT S OF MILEPOST 26, 42 FT W OF CENTERLINE OF HWY, 40 N
 QE2730'OF SOUTH END OF STEEL GUARD RAIL,
 QE2730'THE MARK IS 1.5 FT  N FROM  A WITNESS POST
 QE2730'THE MARK IS ABOVE LEVEL WITH HWY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0367 ***********************************************************************
 RB0367  DESIGNATION -  E 627
 RB0367  PID         -  RB0367
 RB0367  STATE/COUNTY-  OR/UMATILLA
 RB0367  USGS QUAD   -  TABLE ROCK (1974)
 RB0367
 RB0367                         *CURRENT SURVEY CONTROL
 RB0367  ___________________________________________________________________
 RB0367* NAD 83(1986)-  45 36 01.     (N)    118 38 20.     (W)     SCALED    
 RB0367* NAVD 88     -       623.999  (meters)    2047.24   (feet)  ADJUSTED  
 RB0367  ___________________________________________________________________
 RB0367  GEOID HEIGHT-         -20.08  (meters)                     GEOID03
 RB0367  DYNAMIC HT  -         623.899 (meters)    2046.91  (feet)  COMP
 RB0367  MODELED GRAV-     980,436.5   (mgal)                       NAVD 88
 RB0367
 RB0367  VERT ORDER  -  SECOND    CLASS 0
 RB0367
 RB0367.The horizontal coordinates were scaled from a topographic map and have
 RB0367.an estimated accuracy of +/- 6 seconds.
 RB0367
 RB0367.The orthometric height was determined by differential leveling
 RB0367.and adjusted in June 1991.
 RB0367
 RB0367.The geoid height was determined by GEOID03.
 RB0367
 RB0367.The dynamic height is computed by dividing the NAVD 88
 RB0367.geopotential number by the normal gravity value computed on the
 RB0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0367.degrees latitude (g = 980.6199 gals.).
 RB0367
 RB0367.The modeled gravity was interpolated from observed gravity values.
 RB0367
 RB0367;                    North         East    Units  Estimated Accuracy
 RB0367;SPC OR N     -   216,540.    2,645,180.      MT  (+/- 180 meters Scaled)
 RB0367
 RB0367                          SUPERSEDED SURVEY CONTROL
 RB0367
 RB0367  NGVD 29 (??/??/92)  622.958  (m)         2043.82   (f) ADJ UNCH    2 0
 RB0367
 RB0367.Superseded values are not recommended for survey control.
 RB0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0367.See file dsdata.txt to determine how the superseded data were derived.
 RB0367
 RB0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL721509(NAD 83)
 RB0367_MARKER: DD = SURVEY DISK
 RB0367_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RB0367_SP_SET: MONUMENT
 RB0367_STAMPING: E 627 1970
 RB0367_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RB0367
 RB0367  HISTORY     - Date     Condition        Report By
 RB0367  HISTORY     - 1970     MONUMENTED       ORDT
 RB0367
 RB0367                          STATION DESCRIPTION
 RB0367
 RB0367'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1970
 RB0367'5.6 MI SE FROM MISSION.
 RB0367'ABOUT 3.61 MILES EAST ON INTERSTATE 80N FROM THE MISSION-GIBBON
 RB0367'OVERCROSSING ON THE NORTH SIDE OF THE HIGHWAY.  THE MARK IS IN THE
 RB0367'FENCE LINE NORTH OF THE HIGHWAY AND 1 FOOT SOUTH OF A METAL WITNESS
 RB0367'POST.  IT IS A BENCH MARK DISK SET IN A CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0578 ***********************************************************************
 RC0578  DESIGNATION -  E 636
 RC0578  PID         -  RC0578
 RC0578  STATE/COUNTY-  OR/SHERMAN
 RC0578  USGS QUAD   -  RUFUS (1971)
 RC0578
 RC0578                         *CURRENT SURVEY CONTROL
 RC0578  ___________________________________________________________________
 RC0578* NAD 83(1986)-  45 42 53.     (N)    120 40 45.     (W)     SCALED    
 RC0578* NAVD 88     -        88.887  (meters)     291.62   (feet)  ADJUSTED  
 RC0578  ___________________________________________________________________
 RC0578  GEOID HEIGHT-         -21.33  (meters)                     GEOID03
 RC0578  DYNAMIC HT  -          88.885 (meters)     291.62  (feet)  COMP
 RC0578  MODELED GRAV-     980,597.4   (mgal)                       NAVD 88
 RC0578
 RC0578  VERT ORDER  -  FIRST     CLASS I
 RC0578
 RC0578.The horizontal coordinates were scaled from a topographic map and have
 RC0578.an estimated accuracy of +/- 6 seconds.
 RC0578
 RC0578.The orthometric height was determined by differential leveling
 RC0578.and adjusted in June 1991.
 RC0578
 RC0578.The geoid height was determined by GEOID03.
 RC0578
 RC0578.The dynamic height is computed by dividing the NAVD 88
 RC0578.geopotential number by the normal gravity value computed on the
 RC0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0578.degrees latitude (g = 980.6199 gals.).
 RC0578
 RC0578.The modeled gravity was interpolated from observed gravity values.
 RC0578
 RC0578;                    North         East    Units  Estimated Accuracy
 RC0578;SPC OR N     -   227,600.    2,486,050.      MT  (+/- 180 meters Scaled)
 RC0578
 RC0578                          SUPERSEDED SURVEY CONTROL
 RC0578
 RC0578  NGVD 29 (??/??/92)   87.900  (m)          288.39   (f) ADJ UNCH    1 1
 RC0578
 RC0578.Superseded values are not recommended for survey control.
 RC0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0578.See file dsdata.txt to determine how the superseded data were derived.
 RC0578
 RC0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR806649(NAD 83)
 RC0578_MARKER: DB = BENCH MARK DISK
 RC0578_SETTING: 66 = SET IN ROCK OUTCROP
 RC0578_SP_SET: ROCK LEDGE
 RC0578_STAMPING: E 636 1968
 RC0578_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RC0578+STABILITY: POSITION/ELEVATION WELL
 RC0578
 RC0578  HISTORY     - Date     Condition        Report By
 RC0578  HISTORY     - 1968     MONUMENTED       CGS
 RC0578  HISTORY     - 1989     GOOD             USPSQD
 RC0578
 RC0578                          STATION DESCRIPTION
 RC0578
 RC0578'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 RC0578'2.8 MI NE FROM RUFUS.
 RC0578'2.8 MILES NORTHEAST ALONG INTERSTATE HIGHWAY 80 N FROM AN OVERPASS
 RC0578'OVER THE ACCESS ROAD AT RUFUS, IN R17E T3N, SECTION 27, 0.55 MILE
 RC0578'NORTHEAST OF THE SOUTHEAST END OF THE JOHN DAY DAM, 0.1 MILE SOUTHWEST
 RC0578'OF A 24-INCH PIPE CULVERT, IN THE TOP OF A LEDGE OF AN OUTCROP WHICH
 RC0578'PROJECTS ABOUT 2 1/2 FEET ABOVE THE GROUND, 38 FEET SOUTHEAST OF THE
 RC0578'CENTER LINE OF THE EAST BOUND LANES OF THE HIGHWAY, 1.0 FOOT NORTHEAST
 RC0578'OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE HIGHWAY AND THE
 RC0578'GROUND.
 RC0578
 RC0578                          STATION RECOVERY (1989)
 RC0578
 RC0578'RECOVERY NOTE BY US POWER SQUADRON 1989 (RCC)
 RC0578'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0652 ***********************************************************************
 RC0652  DESIGNATION -  E 637
 RC0652  PID         -  RC0652
 RC0652  STATE/COUNTY-  OR/WASCO
 RC0652  USGS QUAD   -  WISHRAM (1994)
 RC0652
 RC0652                         *CURRENT SURVEY CONTROL
 RC0652  ___________________________________________________________________
 RC0652* NAD 83(1986)-  45 39 09.     (N)    120 56 49.     (W)     SCALED    
 RC0652* NAVD 88     -        60.323  (meters)     197.91   (feet)  ADJUSTED  
 RC0652  ___________________________________________________________________
 RC0652  GEOID HEIGHT-         -21.38  (meters)                     GEOID03
 RC0652  DYNAMIC HT  -          60.322 (meters)     197.91  (feet)  COMP
 RC0652  MODELED GRAV-     980,599.9   (mgal)                       NAVD 88
 RC0652
 RC0652  VERT ORDER  -  FIRST     CLASS I
 RC0652
 RC0652.The horizontal coordinates were scaled from a topographic map and have
 RC0652.an estimated accuracy of +/- 6 seconds.
 RC0652
 RC0652.The orthometric height was determined by differential leveling
 RC0652.and adjusted in June 1991.
 RC0652
 RC0652.The geoid height was determined by GEOID03.
 RC0652
 RC0652.The dynamic height is computed by dividing the NAVD 88
 RC0652.geopotential number by the normal gravity value computed on the
 RC0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0652.degrees latitude (g = 980.6199 gals.).
 RC0652
 RC0652.The modeled gravity was interpolated from observed gravity values.
 RC0652
 RC0652;                    North         East    Units  Estimated Accuracy
 RC0652;SPC OR N     -   220,770.    2,465,170.      MT  (+/- 180 meters Scaled)
 RC0652
 RC0652                          SUPERSEDED SURVEY CONTROL
 RC0652
 RC0652  NGVD 29 (??/??/92)   59.328  (m)          194.65   (f) ADJ UNCH    1 1
 RC0652
 RC0652.Superseded values are not recommended for survey control.
 RC0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0652.See file dsdata.txt to determine how the superseded data were derived.
 RC0652
 RC0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR599574(NAD 83)
 RC0652_MARKER: DB = BENCH MARK DISK
 RC0652_SETTING: 66 = SET IN ROCK OUTCROP
 RC0652_SP_SET: ROCK OUTCROP
 RC0652_STAMPING: E 637 1968
 RC0652_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RC0652+STABILITY: POSITION/ELEVATION WELL
 RC0652
 RC0652  HISTORY     - Date     Condition        Report By
 RC0652  HISTORY     - 1968     MONUMENTED       CGS
 RC0652  HISTORY     - 20080401 GOOD             USACE
 RC0652
 RC0652                          STATION DESCRIPTION
 RC0652
 RC0652'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 RC0652'13.15 MI NE FROM THE DALLES.
 RC0652'12.6 MILES NORTHEAST ALONG INTERSTATE HIGHWAY 80 N FROM THE POST
 RC0652'OFFICE AT THE DALLES, THENCE 0.55 MILE EAST ALONG STATE HIGHWAY 206,
 RC0652'IN R15E T2N, SECTION 16, 0.05 MILE EAST OF A CONCRETE CULVERT, 1 POLE
 RC0652'EAST OF A TELEPHONE POLE SUPPORTING A TRANSFORMER, NEAR THE WEST END
 RC0652'OF A CURVE, IN THE TOP OF A MASSIVE OUTCROP WHICH PROJECTS ABOUT 2
 RC0652'FEET ABOVE THE GROUND, 80 FEET NORTH OF THE CENTER LINE OF THE
 RC0652'HIGHWAY, 22 FEET SOUTH-SOUTHWEST OF TELEPHONE POLE F, 2.0 FEET EAST OF
 RC0652'A WITNESS POST, AND ABOUT LEVEL WITH THE HIGHWAY.
 RC0652
 RC0652                          STATION RECOVERY (2008)
 RC0652
 RC0652'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2008 (DAH)
 RC0652'FROM THE CENTER OF THE BOX CULVERT ON HWY 216 GO EASTERLY 247 FEET
 RC0652'ALONG THE HIGHWAY, THE POINT IS 79 FEET NORTHERLY FROM THE HIGHWAY
 RC0652'CENTERLINE
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0093 ***********************************************************************
 RC0093  DESIGNATION -  E 638
 RC0093  PID         -  RC0093
 RC0093  STATE/COUNTY-  OR/GILLIAM
 RC0093  USGS QUAD   -  ARLINGTON (1971)
 RC0093
 RC0093                         *CURRENT SURVEY CONTROL
 RC0093  ___________________________________________________________________
 RC0093* NAD 83(1986)-  45 43 04.     (N)    120 13 11.     (W)     SCALED    
 RC0093* NAVD 88     -       129.240  (meters)     424.01   (feet)  ADJUSTED  
 RC0093  ___________________________________________________________________
 RC0093  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 RC0093  DYNAMIC HT  -         129.238 (meters)     424.01  (feet)  COMP
 RC0093  MODELED GRAV-     980,604.7   (mgal)                       NAVD 88
 RC0093
 RC0093  VERT ORDER  -  FIRST     CLASS I
 RC0093
 RC0093.The horizontal coordinates were scaled from a topographic map and have
 RC0093.an estimated accuracy of +/- 6 seconds.
 RC0093
 RC0093.The orthometric height was determined by differential leveling
 RC0093.and adjusted in June 1991.
 RC0093
 RC0093.The geoid height was determined by GEOID03.
 RC0093
 RC0093.The dynamic height is computed by dividing the NAVD 88
 RC0093.geopotential number by the normal gravity value computed on the
 RC0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0093.degrees latitude (g = 980.6199 gals.).
 RC0093
 RC0093.The modeled gravity was interpolated from observed gravity values.
 RC0093
 RC0093;                    North         East    Units  Estimated Accuracy
 RC0093;SPC OR N     -   227,970.    2,521,820.      MT  (+/- 180 meters Scaled)
 RC0093
 RC0093                          SUPERSEDED SURVEY CONTROL
 RC0093
 RC0093  NGVD 29 (??/??/92)  128.242  (m)          420.74   (f) ADJ UNCH    1 1
 RC0093
 RC0093.Superseded values are not recommended for survey control.
 RC0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0093.See file dsdata.txt to determine how the superseded data were derived.
 RC0093
 RC0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGR163664(NAD 83)
 RC0093_MARKER: DB = BENCH MARK DISK
 RC0093_SETTING: 66 = SET IN ROCK OUTCROP
 RC0093_SP_SET: ROCK OUTCROP
 RC0093_STAMPING: E 638 1968
 RC0093_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RC0093+STABILITY: POSITION/ELEVATION WELL
 RC0093
 RC0093  HISTORY     - Date     Condition        Report By
 RC0093  HISTORY     - 1968     MONUMENTED       CGS
 RC0093  HISTORY     - 1987     GOOD             USPSQD
 RC0093  HISTORY     - 1989     GOOD             USPSQD
 RC0093  HISTORY     - 1989     GOOD             USPSQD
 RC0093
 RC0093                          STATION DESCRIPTION
 RC0093
 RC0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 RC0093'0.55 MI W FROM ARLINGTON.
 RC0093'0.55 MILE WEST ALONG INTERSTATE HIGHWAY 80 N FROM THE BRIDGE OVER
 RC0093'ALKALI CANYON AT ARLINGTON, IN THE TOP OF A LEDGE OF AN OUTCROP IN A
 RC0093'CUT, 45 FEET SOUTH OF THE CENTER LINE OF THE EAST BOUND LANES OF THE
 RC0093'HIGHWAY, 1.2 FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY
 RC0093'AND 1 1/2 FEET ABOVE THE GROUND.
 RC0093
 RC0093                          STATION RECOVERY (1987)
 RC0093
 RC0093'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWE)
 RC0093'RECOVERED IN GOOD CONDITION.
 RC0093
 RC0093                          STATION RECOVERY (1989)
 RC0093
 RC0093'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RC0093'RECOVERED IN GOOD CONDITION.
 RC0093
 RC0093                          STATION RECOVERY (1989)
 RC0093
 RC0093'RECOVERY NOTE BY US POWER SQUADRON 1989 (RCC)
 RC0093'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB1031 ***********************************************************************
 RB1031  DESIGNATION -  E 639
 RB1031  PID         -  RB1031
 RB1031  STATE/COUNTY-  OR/MORROW
 RB1031  USGS QUAD   -  CROW BUTTE (1993)
 RB1031
 RB1031                         *CURRENT SURVEY CONTROL
 RB1031  ___________________________________________________________________
 RB1031* NAD 83(1986)-  45 49 40.     (N)    119 49 08.     (W)     SCALED    
 RB1031* NAVD 88     -       100.115  (meters)     328.46   (feet)  ADJUSTED  
 RB1031  ___________________________________________________________________
 RB1031  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 RB1031  DYNAMIC HT  -         100.115 (meters)     328.46  (feet)  COMP
 RB1031  MODELED GRAV-     980,610.9   (mgal)                       NAVD 88
 RB1031
 RB1031  VERT ORDER  -  FIRST     CLASS I
 RB1031
 RB1031.The horizontal coordinates were scaled from a topographic map and have
 RB1031.an estimated accuracy of +/- 6 seconds.
 RB1031
 RB1031.The orthometric height was determined by differential leveling
 RB1031.and adjusted in June 1991.
 RB1031
 RB1031.The geoid height was determined by GEOID03.
 RB1031
 RB1031.The dynamic height is computed by dividing the NAVD 88
 RB1031.geopotential number by the normal gravity value computed on the
 RB1031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB1031.degrees latitude (g = 980.6199 gals.).
 RB1031
 RB1031.The modeled gravity was interpolated from observed gravity values.
 RB1031
 RB1031;                    North         East    Units  Estimated Accuracy
 RB1031;SPC OR N     -   240,380.    2,552,920.      MT  (+/- 180 meters Scaled)
 RB1031
 RB1031                          SUPERSEDED SURVEY CONTROL
 RB1031
 RB1031  NGVD 29 (??/??/92)   99.105  (m)          325.15   (f) ADJ UNCH    1 1
 RB1031
 RB1031.Superseded values are not recommended for survey control.
 RB1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1031.See file dsdata.txt to determine how the superseded data were derived.
 RB1031
 RB1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKL810787(NAD 83)
 RB1031_MARKER: DB = BENCH MARK DISK
 RB1031_SETTING: 66 = SET IN ROCK OUTCROP
 RB1031_SP_SET: OUTCROP
 RB1031_STAMPING: E 639 1968
 RB1031_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RB1031+STABILITY: POSITION/ELEVATION WELL
 RB1031
 RB1031  HISTORY     - Date     Condition        Report By
 RB1031  HISTORY     - 1968     MONUMENTED       CGS
 RB1031  HISTORY     - 1987     GOOD             USPSQD
 RB1031  HISTORY     - 1988     GOOD             USPSQD
 RB1031  HISTORY     - 1989     GOOD             USPSQD
 RB1031
 RB1031                          STATION DESCRIPTION
 RB1031
 RB1031'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 RB1031'5.75 MI W FROM BOARDMAN.
 RB1031'5.75 MILES WEST ALONG INTERSTATE HIGHWAY 80 N FROM THE OVERPASS AT
 RB1031'BOARDMAN, 0.85 MILE WEST OF TOWER ROAD OVERPASS, IN THE TOP OF AN
 RB1031'OUTCROP WHICH PROJECTS ABOUT 1/2 FOOT ABOVE THE GROUND, 45 FEET NORTH
 RB1031'OF THE CENTER LINE OF THE WEST BOUND LANES OF THE HIGHWAY, 109 FEET
 RB1031'EAST OF MILEPOST 157, 66 FEET SOUTHEAST OF TELEPHONE POLE 396, 56.0
 RB1031'FEET SOUTH OF A FENCE, 1.0 FOOT NORTH OF A WITNESS POST, AND ABOUT
 RB1031'LEVEL WITH THE HIGHWAY.
 RB1031
 RB1031                          STATION RECOVERY (1987)
 RB1031
 RB1031'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWE)
 RB1031'RECOVERED IN GOOD CONDITION.
 RB1031
 RB1031                          STATION RECOVERY (1988)
 RB1031
 RB1031'RECOVERY NOTE BY US POWER SQUADRON 1988 (RCC)
 RB1031'RECOVERED IN GOOD CONDITION.
 RB1031
 RB1031                          STATION RECOVERY (1989)
 RB1031
 RB1031'RECOVERY NOTE BY US POWER SQUADRON 1989 (RCC)
 RB1031'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0182 ***********************************************************************
 QD0182  DESIGNATION -  E 64
 QD0182  PID         -  QD0182
 QD0182  STATE/COUNTY-  OR/WHEELER
 QD0182  USGS QUAD   -  LAWSON MOUNTAIN (1992)
 QD0182
 QD0182                         *CURRENT SURVEY CONTROL
 QD0182  ___________________________________________________________________
 QD0182* NAD 83(1986)-  44 34 13.     (N)    120 17 30.     (W)     SCALED    
 QD0182* NAVD 88     -       867.579  (meters)    2846.38   (feet)  ADJUSTED  
 QD0182  ___________________________________________________________________
 QD0182  GEOID HEIGHT-         -19.86  (meters)                     GEOID03
 QD0182  DYNAMIC HT  -         867.309 (meters)    2845.50  (feet)  COMP
 QD0182  MODELED GRAV-     980,277.2   (mgal)                       NAVD 88
 QD0182
 QD0182  VERT ORDER  -  FIRST     CLASS II
 QD0182
 QD0182.The horizontal coordinates were scaled from a topographic map and have
 QD0182.an estimated accuracy of +/- 6 seconds.
 QD0182
 QD0182.The orthometric height was determined by differential leveling
 QD0182.and adjusted in June 1991.
 QD0182
 QD0182.The geoid height was determined by GEOID03.
 QD0182
 QD0182.The dynamic height is computed by dividing the NAVD 88
 QD0182.geopotential number by the normal gravity value computed on the
 QD0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0182.degrees latitude (g = 980.6199 gals.).
 QD0182
 QD0182.The modeled gravity was interpolated from observed gravity values.
 QD0182
 QD0182;                    North         East    Units  Estimated Accuracy
 QD0182;SPC OR N     -   100,430.    2,516,550.      MT  (+/- 180 meters Scaled)
 QD0182
 QD0182                          SUPERSEDED SURVEY CONTROL
 QD0182
 QD0182  NGVD 29 (??/??/92)  866.410  (m)         2842.55   (f) ADJ UNCH    1 2
 QD0182
 QD0182.Superseded values are not recommended for survey control.
 QD0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0182.See file dsdata.txt to determine how the superseded data were derived.
 QD0182
 QD0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGQ150387(NAD 83)
 QD0182_MARKER: DB = BENCH MARK DISK
 QD0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD0182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QD0182_STAMPING: 2842.776 E 64 1931
 QD0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0182+STABILITY: SURFACE MOTION
 QD0182
 QD0182  HISTORY     - Date     Condition        Report By
 QD0182  HISTORY     - 1931     MONUMENTED       CGS
 QD0182  HISTORY     - 1935     GOOD             NGS
 QD0182  HISTORY     - 19880727 MARK NOT FOUND   NGS
 QD0182
 QD0182                          STATION DESCRIPTION
 QD0182
 QD0182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 QD0182'8.9 MI W FROM MITCHELL.
 QD0182'8.9 MILES WEST ALONG THE OCHOCO HIGHWAY FROM MITCHELL, WHEELER COUNTY,
 QD0182'ABOUT 200 FEET NORTH OF A SHARP TURN, 50 FEET NORTH OF THE POINT WHERE
 QD0182'AN ABANDONED DITCH CROSSED THE HIGHWAY, AT THE SOUTH END OF A SMALL
 QD0182'BORROW DITCH ON EITHER SIDE OF THE ROAD, 36 FEET WEST OF THE HIGHWAY
 QD0182'CENTERLINE, IN THE TOP OF A CONCRETE POST.  A STANDARD DISK STAMPED
 QD0182'2842.776 E 64 1931.
 QD0182
 QD0182                          STATION RECOVERY (1988)
 QD0182
 QD0182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QD0182'THERE HAS BEEN ROAD CONSTRUCTION AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0606 ***********************************************************************
 RB0606  DESIGNATION -  E 640
 RB0606  PID         -  RB0606
 RB0606  STATE/COUNTY-  OR/MORROW
 RB0606  USGS QUAD   -  IRRIGON (1993)
 RB0606
 RB0606                         *CURRENT SURVEY CONTROL
 RB0606  ___________________________________________________________________
 RB0606* NAD 83(1986)-  45 54 01.     (N)    119 27 51.     (W)     SCALED    
 RB0606* NAVD 88     -        86.168  (meters)     282.70   (feet)  ADJUSTED  
 RB0606  ___________________________________________________________________
 RB0606  GEOID HEIGHT-         -21.81  (meters)                     GEOID03
 RB0606  DYNAMIC HT  -          86.169 (meters)     282.71  (feet)  COMP
 RB0606  MODELED GRAV-     980,623.7   (mgal)                       NAVD 88
 RB0606
 RB0606  VERT ORDER  -  FIRST     CLASS I
 RB0606
 RB0606.The horizontal coordinates were scaled from a topographic map and have
 RB0606.an estimated accuracy of +/- 6 seconds.
 RB0606
 RB0606.The orthometric height was determined by differential leveling
 RB0606.and adjusted in June 1991.
 RB0606
 RB0606.The geoid height was determined by GEOID03.
 RB0606
 RB0606.The dynamic height is computed by dividing the NAVD 88
 RB0606.geopotential number by the normal gravity value computed on the
 RB0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0606.degrees latitude (g = 980.6199 gals.).
 RB0606
 RB0606.The modeled gravity was interpolated from observed gravity values.
 RB0606
 RB0606;                    North         East    Units  Estimated Accuracy
 RB0606;SPC OR N     -   248,730.    2,580,380.      MT  (+/- 180 meters Scaled)
 RB0606
 RB0606                          SUPERSEDED SURVEY CONTROL
 RB0606
 RB0606  NGVD 29 (??/??/92)   85.174  (m)          279.44   (f) ADJ UNCH    1 1
 RB0606
 RB0606.Superseded values are not recommended for survey control.
 RB0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0606.See file dsdata.txt to determine how the superseded data were derived.
 RB0606
 RB0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL088859(NAD 83)
 RB0606_MARKER: DB = BENCH MARK DISK
 RB0606_SETTING: 66 = SET IN ROCK OUTCROP
 RB0606_SP_SET: OUTCROP
 RB0606_STAMPING: E 640 1968
 RB0606_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RB0606+STABILITY: POSITION/ELEVATION WELL
 RB0606
 RB0606  HISTORY     - Date     Condition        Report By
 RB0606  HISTORY     - 1968     MONUMENTED       CGS
 RB0606
 RB0606                          STATION DESCRIPTION
 RB0606
 RB0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 RB0606'1.5 MI FROM IRRIGON.
 RB0606'1.5 MILES EAST ALONG U.S. HIGHWAY 730 FROM THE POST OFFICE AT IRRIGON,
 RB0606'IN R27E T5N, SECTION 20, 0.15 MILE EAST OF MILEPOST 176. IN THE TOP OF
 RB0606'AN OUTCROP WHICH PROJECTS ABOUT 1/2 FOOT ABOVE THE GROUND. 48 FEET
 RB0606'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 32 1/2 FEET WEST OF POWER
 RB0606'POLE 4-56, 2.0 FEET NORTH OF A FENCE, 1.0 FOOT NORTH OF A WITNESS
 RB0606'POST, AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0588 ***********************************************************************
 NZ0588  DESIGNATION -  E 649
 NZ0588  PID         -  NZ0588
 NZ0588  STATE/COUNTY-  OR/CURRY
 NZ0588  USGS QUAD   -  BUCKSKIN PEAK (1996)
 NZ0588
 NZ0588                         *CURRENT SURVEY CONTROL
 NZ0588  ___________________________________________________________________
 NZ0588* NAD 83(1986)-  42 00 32.     (N)    123 50 59.     (W)     SCALED    
 NZ0588* NAVD 88     -       990.508  (meters)    3249.69   (feet)  ADJUSTED  
 NZ0588  ___________________________________________________________________
 NZ0588  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 NZ0588  DYNAMIC HT  -         990.034 (meters)    3248.14  (feet)  COMP
 NZ0588  MODELED GRAV-     980,108.3   (mgal)                       NAVD 88
 NZ0588
 NZ0588  VERT ORDER  -  SECOND    CLASS 0
 NZ0588
 NZ0588.The horizontal coordinates were scaled from a topographic map and have
 NZ0588.an estimated accuracy of +/- 6 seconds.
 NZ0588
 NZ0588.The orthometric height was determined by differential leveling
 NZ0588.and adjusted in June 1991.
 NZ0588
 NZ0588.The geoid height was determined by GEOID03.
 NZ0588
 NZ0588.The dynamic height is computed by dividing the NAVD 88
 NZ0588.geopotential number by the normal gravity value computed on the
 NZ0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0588.degrees latitude (g = 980.6199 gals.).
 NZ0588
 NZ0588.The modeled gravity was interpolated from observed gravity values.
 NZ0588
 NZ0588;                    North         East    Units  Estimated Accuracy
 NZ0588;SPC OR S     -    43,570.    1,222,560.      MT  (+/- 180 meters Scaled)
 NZ0588
 NZ0588                          SUPERSEDED SURVEY CONTROL
 NZ0588
 NZ0588  NGVD 29 (??/??/92)  989.490  (m)         3246.35   (f) ADJ UNCH    2 0
 NZ0588
 NZ0588.Superseded values are not recommended for survey control.
 NZ0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0588.See file dsdata.txt to determine how the superseded data were derived.
 NZ0588
 NZ0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM296511(NAD 83)
 NZ0588_MARKER: DB = BENCH MARK DISK
 NZ0588_SETTING: 66 = SET IN ROCK OUTCROP
 NZ0588_SP_SET: ROCK LEDGE
 NZ0588_STAMPING: E-649 1942
 NZ0588_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NZ0588+STABILITY: POSITION/ELEVATION WELL
 NZ0588
 NZ0588  HISTORY     - Date     Condition        Report By
 NZ0588  HISTORY     - 1942     MONUMENTED       CGS
 NZ0588  HISTORY     - 1964     MARK NOT FOUND   NGS
 NZ0588
 NZ0588                          STATION DESCRIPTION
 NZ0588
 NZ0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NZ0588'14.3 MI SW FROM OBRIEN.
 NZ0588'ABOUT 14.3 MILES SOUTHWEST ALONG A ROAD FROM OBRIEN, ON A CURVE, 5
 NZ0588'FEET SOUTH OF AND, 4 FEET ABOVE THE ROAD, IN A LEDGE EXTENDING OVER
 NZ0588'THE EDGE OF THE ROAD.  PAINTED IN BLACK ON ROCK.  (U. S. B. M.).
 NZ0588
 NZ0588                          STATION RECOVERY (1964)
 NZ0588
 NZ0588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 NZ0588'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0053 ***********************************************************************
 NX0053  DESIGNATION -  E 65
 NX0053  PID         -  NX0053
 NX0053  STATE/COUNTY-  OR/HARNEY
 NX0053  USGS QUAD   -  COLONY RANCH (1981)
 NX0053
 NX0053                         *CURRENT SURVEY CONTROL
 NX0053  ___________________________________________________________________
 NX0053* NAD 83(1986)-  42 06 03.     (N)    118 34 47.     (W)     SCALED    
 NX0053* NAVD 88     -      1268.990  (meters)    4163.34   (feet)  ADJUSTED  
 NX0053  ___________________________________________________________________
 NX0053  GEOID HEIGHT-         -19.69  (meters)                     GEOID03
 NX0053  DYNAMIC HT  -        1268.180 (meters)    4160.69  (feet)  COMP
 NX0053  MODELED GRAV-     979,940.6   (mgal)                       NAVD 88
 NX0053
 NX0053  VERT ORDER  -  FIRST     CLASS II
 NX0053
 NX0053.The horizontal coordinates were scaled from a topographic map and have
 NX0053.an estimated accuracy of +/- 6 seconds.
 NX0053
 NX0053.The orthometric height was determined by differential leveling
 NX0053.and adjusted in June 1991.
 NX0053
 NX0053.The geoid height was determined by GEOID03.
 NX0053
 NX0053.The dynamic height is computed by dividing the NAVD 88
 NX0053.geopotential number by the normal gravity value computed on the
 NX0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0053.degrees latitude (g = 980.6199 gals.).
 NX0053
 NX0053.The modeled gravity was interpolated from observed gravity values.
 NX0053
 NX0053;                    North         East    Units  Estimated Accuracy
 NX0053;SPC OR S     -    50,050.    1,658,840.      MT  (+/- 180 meters Scaled)
 NX0053
 NX0053                          SUPERSEDED SURVEY CONTROL
 NX0053
 NX0053  NGVD 29 (??/??/92) 1267.840  (m)         4159.57   (f) ADJ UNCH    1 2
 NX0053
 NX0053.Superseded values are not recommended for survey control.
 NX0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NX0053.See file dsdata.txt to determine how the superseded data were derived.
 NX0053
 NX0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG693621(NAD 83)
 NX0053_MARKER: DB = BENCH MARK DISK
 NX0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NX0053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NX0053_STAMPING: E 65 1931
 NX0053_MARK LOGO: CGS   
 NX0053_PROJECTION: PROJECTING 15 CENTIMETERS
 NX0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NX0053+STABILITY: SURFACE MOTION
 NX0053
 NX0053  HISTORY     - Date     Condition        Report By
 NX0053  HISTORY     - 1931     MONUMENTED       CGS
 NX0053  HISTORY     - 1977     GOOD             USGS
 NX0053  HISTORY     - 1984     GOOD             NGS
 NX0053
 NX0053                          STATION DESCRIPTION
 NX0053
 NX0053'DESCRIBED BY US GEOLOGICAL SURVEY 1977
 NX0053'8.7 MI N FROM DENIO.
 NX0053'8.7 MILES NORTH ALONG THE ROAD TO FIELDS FROM THE POST OFFICE IN
 NX0053'DENIO, NEVADA.  0.6 MILES NORTHWEST OF RED POINT.  36 FEET NORTHEAST
 NX0053'OF THE OLD ROAD AND IN A FENCE LINE.  STANDARD DISK SET IN THE TOP OF
 NX0053'A CONCRETE POST.
 NX0053
 NX0053                          STATION RECOVERY (1984)
 NX0053
 NX0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NX0053'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  13.67 KM
 NX0053'(8.50 MI) NORTH ALONG THE WINNEMUCCA CRANE ROAD FROM THE POST OFFICE
 NX0053'AT DENIO, NEVADA, 0.39 KM (0.24 MI) NORTHWEST OF A POWER LINE
 NX0053'CROSSING, 48.2 METERS (158 FT) NORTHEAST OF THE CENTER OF THE ROAD,
 NX0053'62.8 METERS (206 FT) NORTHWEST OF POWER POLE C 55, 10.2 METERS
 NX0053'(33.5 FT) NORTHEAST OF THE CENTER OF A TRACK ROAD AND 0.8 METER
 NX0053'(2.6 FT) SOUTHWEST OF A FENCE.
 NX0053'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 NX0053'THE MARK IS 2.0 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0005 ***********************************************************************
 NX0005  DESIGNATION -  E 66
 NX0005  PID         -  NX0005
 NX0005  STATE/COUNTY-  OR/HARNEY
 NX0005  USGS QUAD   -  MIRANDA FLAT (1981)
 NX0005
 NX0005                         *CURRENT SURVEY CONTROL
 NX0005  ___________________________________________________________________
 NX0005* NAD 83(1986)-  42 39 26.     (N)    118 29 26.     (W)     SCALED    
 NX0005* NAVD 88     -      1323.888  (meters)    4343.46   (feet)  ADJUSTED  
 NX0005  ___________________________________________________________________
 NX0005  GEOID HEIGHT-         -18.94  (meters)                     GEOID03
 NX0005  DYNAMIC HT  -        1322.985 (meters)    4340.49  (feet)  COMP
 NX0005  MODELED GRAV-     979,894.9   (mgal)                       NAVD 88
 NX0005
 NX0005  VERT ORDER  -  FIRST     CLASS II
 NX0005
 NX0005.The horizontal coordinates were scaled from a topographic map and have
 NX0005.an estimated accuracy of +/- 6 seconds.
 NX0005
 NX0005.The orthometric height was determined by differential leveling
 NX0005.and adjusted in June 1991.
 NX0005
 NX0005.The geoid height was determined by GEOID03.
 NX0005
 NX0005.The dynamic height is computed by dividing the NAVD 88
 NX0005.geopotential number by the normal gravity value computed on the
 NX0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0005.degrees latitude (g = 980.6199 gals.).
 NX0005
 NX0005.The modeled gravity was interpolated from observed gravity values.
 NX0005
 NX0005;                    North         East    Units  Estimated Accuracy
 NX0005;SPC OR S     -   112,010.    1,664,730.      MT  (+/- 180 meters Scaled)
 NX0005
 NX0005                          SUPERSEDED SURVEY CONTROL
 NX0005
 NX0005  NGVD 29 (??/??/92) 1322.582  (m)         4339.17   (f) ADJ UNCH    1 2
 NX0005
 NX0005.Superseded values are not recommended for survey control.
 NX0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NX0005.See file dsdata.txt to determine how the superseded data were derived.
 NX0005
 NX0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH778238(NAD 83)
 NX0005_MARKER: DB = BENCH MARK DISK
 NX0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NX0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NX0005_STAMPING: E 66 1931
 NX0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NX0005+STABILITY: SURFACE MOTION
 NX0005
 NX0005  HISTORY     - Date     Condition        Report By
 NX0005  HISTORY     - 1931     MONUMENTED       CGS
 NX0005  HISTORY     - 1977     GOOD             NGS
 NX0005  HISTORY     - 1984     MARK NOT FOUND   NGS
 NX0005
 NX0005                          STATION DESCRIPTION
 NX0005
 NX0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 NX0005'17.8 MI N FROM ANDREWS.
 NX0005'17.8 MILES NORTH ALONG THE WINNEMUCCA-CRANE ROAD FROM ANDREWS, HARNEY
 NX0005'COUNTY, 2.7 MILES NORTH OF ALVORD RANCH, 32 FEET WEST OF THE CENTER
 NX0005'LINE OF THE ROAD, AND 3 FEET OUTSIDE A FENCE CORNER.  A STANDARD DISK,
 NX0005'STAMPED E 66 1931 AND SET IN THE TOP OF A CONCRETE POST.
 NX0005
 NX0005                          STATION RECOVERY (1977)
 NX0005
 NX0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NX0005'RECOVERED IN GOOD CONDITION.
 NX0005
 NX0005                          STATION RECOVERY (1984)
 NX0005
 NX0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NX0005'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0188 ***********************************************************************
 NX0188  DESIGNATION -  E 696
 NX0188  PID         -  NX0188
 NX0188  STATE/COUNTY-  OR/HARNEY
 NX0188  USGS QUAD   -  COLONY RANCH (1981)
 NX0188
 NX0188                         *CURRENT SURVEY CONTROL
 NX0188  ___________________________________________________________________
 NX0188* NAD 83(1986)-  42 07 06.     (N)    118 35 31.     (W)     SCALED    
 NX0188* NAVD 88     -      1274.584  (meters)    4181.70   (feet)  ADJUSTED  
 NX0188  ___________________________________________________________________
 NX0188  GEOID HEIGHT-         -19.65  (meters)                     GEOID03
 NX0188  DYNAMIC HT  -        1273.773 (meters)    4179.04  (feet)  COMP
 NX0188  MODELED GRAV-     979,942.2   (mgal)                       NAVD 88
 NX0188
 NX0188  VERT ORDER  -  FIRST     CLASS II
 NX0188
 NX0188.The horizontal coordinates were scaled from a topographic map and have
 NX0188.an estimated accuracy of +/- 6 seconds.
 NX0188
 NX0188.The orthometric height was determined by differential leveling
 NX0188.and adjusted in June 1991.
 NX0188
 NX0188.The geoid height was determined by GEOID03.
 NX0188
 NX0188.The dynamic height is computed by dividing the NAVD 88
 NX0188.geopotential number by the normal gravity value computed on the
 NX0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0188.degrees latitude (g = 980.6199 gals.).
 NX0188
 NX0188.The modeled gravity was interpolated from observed gravity values.
 NX0188
 NX0188;                    North         East    Units  Estimated Accuracy
 NX0188;SPC OR S     -    51,970.    1,657,790.      MT  (+/- 180 meters Scaled)
 NX0188
 NX0188                          SUPERSEDED SURVEY CONTROL
 NX0188
 NX0188.No superseded survey control is available for this station.
 NX0188
 NX0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG684641(NAD 83)
 NX0188_MARKER: I = METAL ROD
 NX0188_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NX0188_SP_SET: STAINLESS STEEL ROD
 NX0188_STAMPING: E 696 1984
 NX0188_MARK LOGO: NGS   
 NX0188_PROJECTION: FLUSH
 NX0188_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NX0188_ROD/PIPE-DEPTH: 12.2 meters
 NX0188
 NX0188  HISTORY     - Date     Condition        Report By
 NX0188  HISTORY     - 1984     MONUMENTED       NGS
 NX0188
 NX0188                          STATION DESCRIPTION
 NX0188
 NX0188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 NX0188'15.8 KM (9.8 MI) NORTH FROM DENIO.
 NX0188'15.86 KM (9.85 MI) NORTH ALONG THE WINNEMUCCA CRANE ROAD FROM THE POST
 NX0188'OFFICE AT DENIO, NEVADA, 0.47 KM (0.29 MI) NORTHWEST OF THE
 NX0188'INTERSECTION OF A TRACK ROAD LEADING EAST TO A CORRAL, 0.48 KM
 NX0188'(0.30 MI) SOUTHEAST OF THE T JUNCTION OF A DIRT ROAD LEADING SOUTHWEST
 NX0188'TO A RANCH AND DIRECTLY SOUTHWEST ACROSS THE ROAD FROM A WIRE GATE IN
 NX0188'THE NORTHEAST RIGHT OF WAY FENCE, 20.4 METERS (67 FT) SOUTHWEST OF THE
 NX0188'CENTER OF THE ROAD AND 86.3 METERS (283 FT) NORTHEAST OF POWER POLE C
 NX0188'395022840.
 NX0188'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 NX0188'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0212 ***********************************************************************
 NX0212  DESIGNATION -  E 697
 NX0212  PID         -  NX0212
 NX0212  STATE/COUNTY-  OR/HARNEY
 NX0212  USGS QUAD   -  ALVORD HOT SPRINGS (1979)
 NX0212
 NX0212                         *CURRENT SURVEY CONTROL
 NX0212  ___________________________________________________________________
 NX0212* NAD 83(1986)-  42 36 04.     (N)    118 30 34.     (W)     SCALED    
 NX0212* NAVD 88     -      1268.345  (meters)    4161.23   (feet)  ADJUSTED  
 NX0212  ___________________________________________________________________
 NX0212  GEOID HEIGHT-         -19.08  (meters)                     GEOID03
 NX0212  DYNAMIC HT  -        1267.480 (meters)    4158.39  (feet)  COMP
 NX0212  MODELED GRAV-     979,897.5   (mgal)                       NAVD 88
 NX0212
 NX0212  VERT ORDER  -  FIRST     CLASS II
 NX0212
 NX0212.The horizontal coordinates were scaled from a topographic map and have
 NX0212.an estimated accuracy of +/- 6 seconds.
 NX0212
 NX0212.The orthometric height was determined by differential leveling
 NX0212.and adjusted in June 1991.
 NX0212
 NX0212.The geoid height was determined by GEOID03.
 NX0212
 NX0212.The dynamic height is computed by dividing the NAVD 88
 NX0212.geopotential number by the normal gravity value computed on the
 NX0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0212.degrees latitude (g = 980.6199 gals.).
 NX0212
 NX0212.The modeled gravity was interpolated from observed gravity values.
 NX0212
 NX0212;                    North         East    Units  Estimated Accuracy
 NX0212;SPC OR S     -   105,740.    1,663,330.      MT  (+/- 180 meters Scaled)
 NX0212
 NX0212                          SUPERSEDED SURVEY CONTROL
 NX0212
 NX0212.No superseded survey control is available for this station.
 NX0212
 NX0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH761176(NAD 83)
 NX0212_MARKER: DB = BENCH MARK DISK
 NX0212_SETTING: 66 = SET IN ROCK OUTCROP
 NX0212_SP_SET: ROCK OUTCROP
 NX0212_STAMPING: E 697 1984
 NX0212_MARK LOGO: NGS   
 NX0212_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NX0212+STABILITY: POSITION/ELEVATION WELL
 NX0212
 NX0212  HISTORY     - Date     Condition        Report By
 NX0212  HISTORY     - 1984     MONUMENTED       NGS
 NX0212
 NX0212                          STATION DESCRIPTION
 NX0212
 NX0212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 NX0212'44.0 KM (27.3 MI) NORTH FROM FIELDS.
 NX0212'43.99 KM (27.34 MI) NORTH ALONG THE WINNEMUCCA CRANE ROAD FROM THE
 NX0212'POST OFFICE AT FIELDS, IN TOP OF THE SOUTH END OF A 3 BY 8 FOOT
 NX0212'PORTION OF OUTCROP PROJECTING 2 FEET ABOVE THE SURFACE OF THE GROUND,
 NX0212'AT THE TOP OF A LOW CUT, 0.85 KM (0.53 MI) NORTH OF THE CROSSING OF
 NX0212'LITTLE ALVORD CREEK, 35.3 METERS (116 FT) WEST OF THE CENTER OF THE
 NX0212'ROAD, 33.5 METERS (110 FT) SOUTHWEST OF THE NORTH END OF THE CUT,
 NX0212'14.3 METERS (47 FT) WEST OF BENCH MARK C 66 AND 0.6 METER (2 FT) NORTH
 NX0212'OF THE SOUTH END OF THE OUTCROP.
 NX0212'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 NX0212'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0563 ***********************************************************************
 PA0563  DESIGNATION -  E 698
 PA0563  PID         -  PA0563
 PA0563  STATE/COUNTY-  OR/HARNEY
 PA0563  USGS QUAD   -  FOLLY FARM (1974)
 PA0563
 PA0563                         *CURRENT SURVEY CONTROL
 PA0563  ___________________________________________________________________
 PA0563* NAD 83(1986)-  43 01 26.     (N)    118 14 55.     (W)     SCALED    
 PA0563* NAVD 88     -      1311.616  (meters)    4303.19   (feet)  ADJUSTED  
 PA0563  ___________________________________________________________________
 PA0563  GEOID HEIGHT-         -18.43  (meters)                     GEOID03
 PA0563  DYNAMIC HT  -        1310.908 (meters)    4300.87  (feet)  COMP
 PA0563  MODELED GRAV-     980,035.2   (mgal)                       NAVD 88
 PA0563
 PA0563  VERT ORDER  -  FIRST     CLASS II
 PA0563
 PA0563.The horizontal coordinates were scaled from a topographic map and have
 PA0563.an estimated accuracy of +/- 6 seconds.
 PA0563
 PA0563.The orthometric height was determined by differential leveling
 PA0563.and adjusted in June 1991.
 PA0563
 PA0563.The geoid height was determined by GEOID03.
 PA0563
 PA0563.The dynamic height is computed by dividing the NAVD 88
 PA0563.geopotential number by the normal gravity value computed on the
 PA0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0563.degrees latitude (g = 980.6199 gals.).
 PA0563
 PA0563.The modeled gravity was interpolated from observed gravity values.
 PA0563
 PA0563;                    North         East    Units  Estimated Accuracy
 PA0563;SPC OR S     -   153,230.    1,683,470.      MT  (+/- 180 meters Scaled)
 PA0563
 PA0563                          SUPERSEDED SURVEY CONTROL
 PA0563
 PA0563.No superseded survey control is available for this station.
 PA0563
 PA0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH982642(NAD 83)
 PA0563_MARKER: DB = BENCH MARK DISK
 PA0563_SETTING: 66 = SET IN ROCK OUTCROP
 PA0563_SP_SET: ROCK OUTCROP
 PA0563_STAMPING: E 698 1984
 PA0563_MARK LOGO: NGS   
 PA0563_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PA0563+STABILITY: POSITION/ELEVATION WELL
 PA0563
 PA0563  HISTORY     - Date     Condition        Report By
 PA0563  HISTORY     - 1984     MONUMENTED       NGS
 PA0563
 PA0563                          STATION DESCRIPTION
 PA0563
 PA0563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PA0563'50.2 KM (31.2 MI) SOUTH FROM NEW PRINCETON.
 PA0563'44.14 KM (27.43 MI) SOUTHEAST ALONG STATE HIGHWAY 78 FROM THE POST
 PA0563'OFFICE AT NEW PRINCETON, THENCE 6.02 KM (3.74 MI) SOUTH ALONG THE
 PA0563'WINNEMUCCA CRANE ROAD, IN TOP OF A 2 BY 3 FOOT LEDGE OF GRAY OUTCROP
 PA0563'PROJECTING 3 FEET ABOVE A LONG ROCKY CUTBANK, 1.92 KM (1.19 MI)
 PA0563'SOUTHWEST OF THE HARNEY-MALHEUR COUNTY LINE, 9.4 METERS (31 FT)
 PA0563'SOUTHEAST OF THE CENTER OF THE ROAD AND 0.15 METERS (0.5 FT) SOUTHEAST
 PA0563'OF THE NORTHWEST EDGE OF THE LEDGE.
 PA0563'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 PA0563'THE MARK IS 1.2 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0587 ***********************************************************************
 PA0587  DESIGNATION -  E 699
 PA0587  PID         -  PA0587
 PA0587  STATE/COUNTY-  OR/HARNEY
 PA0587  USGS QUAD   -  NEW PRINCETON (1990)
 PA0587
 PA0587                         *CURRENT SURVEY CONTROL
 PA0587  ___________________________________________________________________
 PA0587* NAD 83(1986)-  43 15 46.     (N)    118 33 18.     (W)     SCALED    
 PA0587* NAVD 88     -      1255.946  (meters)    4120.55   (feet)  ADJUSTED  
 PA0587  ___________________________________________________________________
 PA0587  GEOID HEIGHT-         -18.81  (meters)                     GEOID03
 PA0587  DYNAMIC HT  -        1255.314 (meters)    4118.48  (feet)  COMP
 PA0587  MODELED GRAV-     980,073.3   (mgal)                       NAVD 88
 PA0587
 PA0587  VERT ORDER  -  FIRST     CLASS II
 PA0587
 PA0587.The horizontal coordinates were scaled from a topographic map and have
 PA0587.an estimated accuracy of +/- 6 seconds.
 PA0587
 PA0587.The orthometric height was determined by differential leveling
 PA0587.and adjusted in June 1991.
 PA0587
 PA0587.The geoid height was determined by GEOID03.
 PA0587
 PA0587.The dynamic height is computed by dividing the NAVD 88
 PA0587.geopotential number by the normal gravity value computed on the
 PA0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0587.degrees latitude (g = 980.6199 gals.).
 PA0587
 PA0587.The modeled gravity was interpolated from observed gravity values.
 PA0587
 PA0587;                    North         East    Units  Estimated Accuracy
 PA0587;SPC OR S     -   179,130.    1,657,890.      MT  (+/- 180 meters Scaled)
 PA0587
 PA0587                          SUPERSEDED SURVEY CONTROL
 PA0587
 PA0587.No superseded survey control is available for this station.
 PA0587
 PA0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH737911(NAD 83)
 PA0587_MARKER: DB = BENCH MARK DISK
 PA0587_SETTING: 66 = SET IN ROCK OUTCROP
 PA0587_SP_SET: ROCK OUTCROP
 PA0587_STAMPING: E 699 1984
 PA0587_MARK LOGO: NGS   
 PA0587_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PA0587+STABILITY: POSITION/ELEVATION WELL
 PA0587
 PA0587  HISTORY     - Date     Condition        Report By
 PA0587  HISTORY     - 1984     MONUMENTED       NGS
 PA0587
 PA0587                          STATION DESCRIPTION
 PA0587
 PA0587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PA0587'3.3 KM (2.1 MI) SOUTH FROM NEW PRINCETON.
 PA0587'3.29 KM (2.04 MI) SOUTHEAST ALONG STATE HIGHWAY 78 FROM THE POST
 PA0587'OFFICE AT NEW PRINCETON, IN THE TOP SOUTHEAST EDGE OF A 4 BY 6 FOOT
 PA0587'PORTION OF OUTCROP PROJECTING 6 INCHES ABOVE THE SURFACE OF THE GROUND
 PA0587'AT THE T JUNCTION OF A DIRT ROAD LEADING WEST TO THE SOUTH SIDE OF
 PA0587'BLACK BUTTE RIDGE, 0.42 KM (0.26 MI) NORTHWEST OF MILEPOST 40,
 PA0587'39.0 METERS (128 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 96.6 METERS
 PA0587'(317 FT) NORTHWEST OF A FENCE CORNER AND 82.0 METERS (269 FT)
 PA0587'NORTH-NORTHWEST OF THE JUNCTION OF THE CENTERLINES.
 PA0587'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 PA0587'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0151 ***********************************************************************
 NZ0151  DESIGNATION -  E 7
 NZ0151  PID         -  NZ0151
 NZ0151  STATE/COUNTY-  OR/JACKSON
 NZ0151  USGS QUAD   -  SISKIYOU PASS (1983)
 NZ0151
 NZ0151                         *CURRENT SURVEY CONTROL
 NZ0151  ___________________________________________________________________
 NZ0151* NAD 83(1986)-  42 04 05.     (N)    122 37 15.     (W)     SCALED    
 NZ0151* NAVD 88     -      1238.416  (meters)    4063.04   (feet)  POSTED    
 NZ0151  ___________________________________________________________________
 NZ0151  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 NZ0151  DYNAMIC HT  -        1237.690 (meters)    4060.65  (feet)  COMP
 NZ0151  MODELED GRAV-     979,988.7   (mgal)                       NAVD 88
 NZ0151
 NZ0151  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 NZ0151
 NZ0151.The horizontal coordinates were scaled from a topographic map and have
 NZ0151.an estimated accuracy of +/- 6 seconds.
 NZ0151
 NZ0151.The orthometric height was determined by differential leveling
 NZ0151.and adjusted by the  in 1992.
 NZ0151.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 NZ0151.rate of 1.1 thru 2.0 mm/km.
 NZ0151
 NZ0151.The geoid height was determined by GEOID03.
 NZ0151
 NZ0151.The dynamic height is computed by dividing the NAVD 88
 NZ0151.geopotential number by the normal gravity value computed on the
 NZ0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0151.degrees latitude (g = 980.6199 gals.).
 NZ0151
 NZ0151.The modeled gravity was interpolated from observed gravity values.
 NZ0151
 NZ0151;                    North         East    Units  Estimated Accuracy
 NZ0151;SPC OR S     -    46,810.    1,324,480.      MT  (+/- 180 meters Scaled)
 NZ0151
 NZ0151                          SUPERSEDED SURVEY CONTROL
 NZ0151
 NZ0151  NGVD 29 (??/??/92) 1237.276  (m)         4059.30   (f) ADJ UNCH    1 2
 NZ0151
 NZ0151.Superseded values are not recommended for survey control.
 NZ0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0151.See file dsdata.txt to determine how the superseded data were derived.
 NZ0151
 NZ0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM313574(NAD 83)
 NZ0151_MARKER: DB = BENCH MARK DISK
 NZ0151_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NZ0151_SP_SET: CULVERT
 NZ0151_STAMPING: ELEV. 4059.254 FT. E 7 1920
 NZ0151_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0151
 NZ0151  HISTORY     - Date     Condition        Report By
 NZ0151  HISTORY     - 1920     MONUMENTED       CGS
 NZ0151  HISTORY     - 1954     GOOD             NGS
 NZ0151
 NZ0151                          STATION DESCRIPTION
 NZ0151
 NZ0151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NZ0151'0.8 MI SW FROM SISKIYOU.
 NZ0151'0.8 MILE SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 NZ0151'THE STATION AT SISKIYOU, 0.3 MILE EAST OF MILEPOLE 411, ABOUT 115
 NZ0151'YARDS SOUTHWEST OF THE SOUTHWEST END OF TUNNEL 13, AT A 24-INCH
 NZ0151'CONCRETE PIPE CULVERT, IN THE TOP OF THE EAST END OF THE SOUTH
 NZ0151'CONCRETE HEAD WALL, 20.4 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 1 1/2
 NZ0151'FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0567 ***********************************************************************
 QC0567  DESIGNATION -  E 70
 QC0567  PID         -  QC0567
 QC0567  STATE/COUNTY-  OR/WHEELER
 QC0567  USGS QUAD   -  TUBB SPRING (1990)
 QC0567
 QC0567                         *CURRENT SURVEY CONTROL
 QC0567  ___________________________________________________________________
 QC0567* NAD 83(1986)-  44 32 34.     (N)    119 45 51.     (W)     SCALED    
 QC0567* NAVD 88     -       918.163  (meters)    3012.34   (feet)  ADJUSTED  
 QC0567  ___________________________________________________________________
 QC0567  GEOID HEIGHT-         -19.14  (meters)                     GEOID03
 QC0567  DYNAMIC HT  -         917.875 (meters)    3011.39  (feet)  COMP
 QC0567  MODELED GRAV-     980,273.0   (mgal)                       NAVD 88
 QC0567
 QC0567  VERT ORDER  -  FIRST     CLASS II
 QC0567
 QC0567.The horizontal coordinates were scaled from a topographic map and have
 QC0567.an estimated accuracy of +/- 6 seconds.
 QC0567
 QC0567.The orthometric height was determined by differential leveling
 QC0567.and adjusted in June 1991.
 QC0567.WARNING-Repeat measurements at this control monument indicate possible
 QC0567.vertical movement.
 QC0567
 QC0567.The geoid height was determined by GEOID03.
 QC0567
 QC0567.The dynamic height is computed by dividing the NAVD 88
 QC0567.geopotential number by the normal gravity value computed on the
 QC0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0567.degrees latitude (g = 980.6199 gals.).
 QC0567
 QC0567.The modeled gravity was interpolated from observed gravity values.
 QC0567
 QC0567;                    North         East    Units  Estimated Accuracy
 QC0567;SPC OR N     -    97,620.    2,558,470.      MT  (+/- 180 meters Scaled)
 QC0567
 QC0567                          SUPERSEDED SURVEY CONTROL
 QC0567
 QC0567  NGVD 29 (??/??/92)  917.061  (m)         3008.72   (f) ADJ UNCH    1 2
 QC0567
 QC0567.Superseded values are not recommended for survey control.
 QC0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0567.See file dsdata.txt to determine how the superseded data were derived.
 QC0567
 QC0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKK804358(NAD 83)
 QC0567_MARKER: DD = SURVEY DISK
 QC0567_SETTING: 80 = SET IN A BOULDER
 QC0567_SP_SET: IN DRILL HOLE IN A BOULDER
 QC0567_STAMPING: E 70 1931 3008.977
 QC0567_MARK LOGO: ORHD  
 QC0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0567+STABILITY: SURFACE MOTION
 QC0567_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QC0567+SATELLITE: SATELLITE OBSERVATIONS - October 07, 1987
 QC0567
 QC0567  HISTORY     - Date     Condition        Report By
 QC0567  HISTORY     - 1931     MONUMENTED       CGS
 QC0567  HISTORY     - 19871007 GOOD             NGS
 QC0567
 QC0567                          STATION DESCRIPTION
 QC0567
 QC0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 QC0567'14.0 MI NW FROM DAYVILLE.
 QC0567'14.0 MILES N.W. OF DAYVILLE.  IN LAVA BOULDER, 60 FEET N.E. OF CENTER
 QC0567'LINE OF ROAD (OCHOCO HIGHWAY, U.S. 28).  ON RIDGE BETWEEN TWO DRY
 QC0567'WASHES.  8 FEET ABOVE LEVEL OF ROAD.
 QC0567
 QC0567                          STATION RECOVERY (1987)
 QC0567
 QC0567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QC0567'23.7 KM (14.75 MI) WESTERLY ALONG U.S. HIGHWAY 26 FROM THE POST OFFICE
 QC0567'IN DAYVILLE, IN A RECESS ON THE SOUTH SIDE OF A LARGE BOULDER ON A
 QC0567'RIDGE BETWEEN TO DRY WASHES, 15.8 M (51.8 FT) NORTH OF THE CENTERLINE
 QC0567'OF THE HIGHWAY, 3.6 M (11.8 FT) NORTH OF A FENCE, 1.8 M (5.9 FT)
 QC0567'ABOVE THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) WEST OF A WITNESS
 QC0567'POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0612 ***********************************************************************
 PA0612  DESIGNATION -  E 700
 PA0612  PID         -  PA0612
 PA0612  STATE/COUNTY-  OR/HARNEY
 PA0612  USGS QUAD   -  POISON CREEK SLOUGH (1990)
 PA0612
 PA0612                         *CURRENT SURVEY CONTROL
 PA0612  ___________________________________________________________________
 PA0612* NAD 83(1986)-  43 32 30.     (N)    118 55 22.     (W)     SCALED    
 PA0612* NAVD 88     -      1259.927  (meters)    4133.61   (feet)  ADJUSTED  
 PA0612  ___________________________________________________________________
 PA0612  GEOID HEIGHT-         -19.14  (meters)                     GEOID03
 PA0612  DYNAMIC HT  -        1259.308 (meters)    4131.58  (feet)  COMP
 PA0612  MODELED GRAV-     980,085.2   (mgal)                       NAVD 88
 PA0612
 PA0612  VERT ORDER  -  FIRST     CLASS II
 PA0612
 PA0612.The horizontal coordinates were scaled from a topographic map and have
 PA0612.an estimated accuracy of +/- 6 seconds.
 PA0612
 PA0612.The orthometric height was determined by differential leveling
 PA0612.and adjusted in June 1991.
 PA0612
 PA0612.The geoid height was determined by GEOID03.
 PA0612
 PA0612.The dynamic height is computed by dividing the NAVD 88
 PA0612.geopotential number by the normal gravity value computed on the
 PA0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0612.degrees latitude (g = 980.6199 gals.).
 PA0612
 PA0612.The modeled gravity was interpolated from observed gravity values.
 PA0612
 PA0612;                    North         East    Units  Estimated Accuracy
 PA0612;SPC OR S     -   209,480.    1,627,450.      MT  (+/- 180 meters Scaled)
 PA0612
 PA0612                          SUPERSEDED SURVEY CONTROL
 PA0612
 PA0612.No superseded survey control is available for this station.
 PA0612
 PA0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ446227(NAD 83)
 PA0612_MARKER: I = METAL ROD
 PA0612_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PA0612_SP_SET: STAINLESS STEEL ROD
 PA0612_STAMPING: E 700 1984
 PA0612_MARK LOGO: NGS   
 PA0612_PROJECTION: FLUSH
 PA0612_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PA0612_ROD/PIPE-DEPTH: 12.2 meters
 PA0612
 PA0612  HISTORY     - Date     Condition        Report By
 PA0612  HISTORY     - 1984     MONUMENTED       NGS
 PA0612
 PA0612                          STATION DESCRIPTION
 PA0612
 PA0612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PA0612'12.3 KM (7.7 MI) SE FROM BURNS.
 PA0612'0.19 KM (0.12 MI) SOUTH ALONG US HIGHWAYS 395 AND 20 FROM THE POST
 PA0612'OFFICE AT BURNS, THENCE 12.15 KM (7.55 MI) EAST ALONG STATE HIGHWAY
 PA0612'78, NEAR A FENCE T JUNCTION, AT AN OFFSET IN THE NORTHEAST RIGHT OF
 PA0612'WAY FENCE, 0.11 KM (0.07 MI) NORTHWEST OF MILEPOST 8 ALSO 14.25 KM
 PA0612'(8.86 MI) NORTHWEST OF LAWEN, 24.1 METERS (79 FT) NORTHEAST OF THE
 PA0612'HIGHWAY CENTERLINE, 13.7 METERS (45 FT) EAST OF AN UNDERGROUND CABLE
 PA0612'TERMINAL 9246T, 9.1 METERS (30 FT) WEST OF A FENCE CORNER AND
 PA0612'1.0 METER (3.3 FT) SOUTH OF AN EAST-WEST FENCE.
 PA0612'THE MARK IS 0.4 METERS  SW FROM A WITNESS POST.
 PA0612'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB1175 ***********************************************************************
 QB1175  DESIGNATION -  E 701
 QB1175  PID         -  QB1175
 QB1175  STATE/COUNTY-  OR/MALHEUR
 QB1175  USGS QUAD   -  WILLOW CREEK (1988)
 QB1175
 QB1175                         *CURRENT SURVEY CONTROL
 QB1175  ___________________________________________________________________
 QB1175* NAD 83(1986)-  44 05 01.     (N)    117 18 46.     (W)     SCALED    
 QB1175* NAVD 88     -       713.151  (meters)    2339.73   (feet)  ADJUSTED  
 QB1175  ___________________________________________________________________
 QB1175  GEOID HEIGHT-         -17.94  (meters)                     GEOID03
 QB1175  DYNAMIC HT  -         712.920 (meters)    2338.97  (feet)  COMP
 QB1175  MODELED GRAV-     980,272.5   (mgal)                       NAVD 88
 QB1175
 QB1175  VERT ORDER  -  FIRST     CLASS II
 QB1175
 QB1175.The horizontal coordinates were scaled from a topographic map and have
 QB1175.an estimated accuracy of +/- 6 seconds.
 QB1175
 QB1175.The orthometric height was determined by differential leveling
 QB1175.and adjusted in June 1991.
 QB1175
 QB1175.The geoid height was determined by GEOID03.
 QB1175
 QB1175.The dynamic height is computed by dividing the NAVD 88
 QB1175.geopotential number by the normal gravity value computed on the
 QB1175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB1175.degrees latitude (g = 980.6199 gals.).
 QB1175
 QB1175.The modeled gravity was interpolated from observed gravity values.
 QB1175
 QB1175;                    North         East    Units  Estimated Accuracy
 QB1175;SPC OR S     -   273,350.    1,755,220.      MT  (+/- 180 meters Scaled)
 QB1175
 QB1175                          SUPERSEDED SURVEY CONTROL
 QB1175
 QB1175.No superseded survey control is available for this station.
 QB1175
 QB1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ749812(NAD 83)
 QB1175_MARKER: I = METAL ROD
 QB1175_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QB1175_SP_SET: STAINLESS STEEL ROD
 QB1175_STAMPING: E 701 1985
 QB1175_MARK LOGO: NGS   
 QB1175_PROJECTION: FLUSH
 QB1175_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QB1175_ROD/PIPE-DEPTH: 7.3  meters
 QB1175
 QB1175  HISTORY     - Date     Condition        Report By
 QB1175  HISTORY     - 1985     MONUMENTED       NGS
 QB1175
 QB1175                          STATION DESCRIPTION
 QB1175
 QB1175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QB1175'13.0 KM (8.1 MI) NW FROM VALE.
 QB1175'13.02 KM (8.09 MI) NORTHWEST ALONG US HIGHWAY 26 FROM THE JUNCTION OF
 QB1175'US HIGHWAY 20 AT VALE, IN THE NORTHWEST CORNER OF THE T JUNCTION OF
 QB1175'7TH AVENUE WEST, 0.11 KM (0.07 MI) SOUTHEAST OF MILEPOST 270,
 QB1175'16.0 METERS (52.5 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 13.1 METERS
 QB1175'(43 FT) NORTH OF THE CENTER OF THE AVENUE AND 7.6 METERS (25 FT) WEST
 QB1175'OF POWER POLE 174.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 QB1175'5-INCH LOGO CAP.
 QB1175'THE MARK IS 0.7 METERS  SE FROM  A WITNESS POST
 QB1175'THE MARK IS 0.4 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB1154 ***********************************************************************
 QB1154  DESIGNATION -  E 702
 QB1154  PID         -  QB1154
 QB1154  STATE/COUNTY-  OR/MALHEUR
 QB1154  USGS QUAD   -  BECKER CREEK (1990)
 QB1154
 QB1154                         *CURRENT SURVEY CONTROL
 QB1154  ___________________________________________________________________
 QB1154* NAD 83(1986)-  44 15 22.     (N)    117 36 57.     (W)     SCALED    
 QB1154* NAVD 88     -      1030.116  (meters)    3379.64   (feet)  ADJUSTED  
 QB1154  ___________________________________________________________________
 QB1154  GEOID HEIGHT-         -17.44  (meters)                     GEOID03
 QB1154  DYNAMIC HT  -        1029.749 (meters)    3378.43  (feet)  COMP
 QB1154  MODELED GRAV-     980,227.0   (mgal)                       NAVD 88
 QB1154
 QB1154  VERT ORDER  -  FIRST     CLASS II
 QB1154
 QB1154.The horizontal coordinates were scaled from a topographic map and have
 QB1154.an estimated accuracy of +/- 6 seconds.
 QB1154
 QB1154.The orthometric height was determined by differential leveling
 QB1154.and adjusted in June 1991.
 QB1154
 QB1154.The geoid height was determined by GEOID03.
 QB1154
 QB1154.The dynamic height is computed by dividing the NAVD 88
 QB1154.geopotential number by the normal gravity value computed on the
 QB1154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB1154.degrees latitude (g = 980.6199 gals.).
 QB1154
 QB1154.The modeled gravity was interpolated from observed gravity values.
 QB1154
 QB1154;                    North         East    Units  Estimated Accuracy
 QB1154;SPC OR S     -   291,630.    1,730,300.      MT  (+/- 180 meters Scaled)
 QB1154
 QB1154                          SUPERSEDED SURVEY CONTROL
 QB1154
 QB1154.No superseded survey control is available for this station.
 QB1154
 QB1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK508005(NAD 83)
 QB1154_MARKER: I = METAL ROD
 QB1154_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QB1154_SP_SET: STAINLESS STEEL ROD
 QB1154_STAMPING: E 702 1985
 QB1154_MARK LOGO: NGS   
 QB1154_PROJECTION: FLUSH
 QB1154_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QB1154_ROD/PIPE-DEPTH: 11.0 meters
 QB1154
 QB1154  HISTORY     - Date     Condition        Report By
 QB1154  HISTORY     - 1985     MONUMENTED       NGS
 QB1154
 QB1154                          STATION DESCRIPTION
 QB1154
 QB1154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QB1154'8.6 KM (5.35 MI) NW FROM BROGAN.
 QB1154'8.61 KM (5.35 MI) NORTHWEST ALONG US HIGHWAY 26 FROM THE POST OFFICE
 QB1154'AT BROGAN, BETWEEN THE NEW HIGHWAY AND THE OLD HIGHWAY GRADE, 0.20 KM
 QB1154'(0.12 MI) NORTHWEST OF MILEPOST 249, 25.6 METERS (84 FT) NORTHEAST OF
 QB1154'THE HIGHWAY CENTERLINE, 25.3 METERS (83 FT) SOUTHWEST OF THE CENTER OF
 QB1154'THE OLD HIGHWAY GRADE, 19.5 METERS (64 FT) SOUTH-SOUTHWEST OF THE
 QB1154'SOUTHWEST END OF A 4-FOOT METAL PIP CULVERT UNDER THE OLD HIGHWAY
 QB1154'GRADE AND 4.9 METERS (16 FT) SOUTHWEST OF THE RIGHT OF WAY FENCE.
 QB1154'NOTE--ACCESS TO MARK IS HAD THROUGH A 5-INCH LOGO CAP.
 QB1154'THE MARK IS 0.5 METERS  NW FROM  A WITNESS POST
 QB1154'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0769 ***********************************************************************
 QC0769  DESIGNATION -  E 703
 QC0769  PID         -  QC0769
 QC0769  STATE/COUNTY-  OR/BAKER
 QC0769  USGS QUAD   -  UNITY (1984)
 QC0769
 QC0769                         *CURRENT SURVEY CONTROL
 QC0769  ___________________________________________________________________
 QC0769* NAD 83(1986)-  44 26 13.     (N)    118 10 22.     (W)     SCALED    
 QC0769* NAVD 88     -      1233.541  (meters)    4047.04   (feet)  ADJUSTED  
 QC0769  ___________________________________________________________________
 QC0769  GEOID HEIGHT-         -17.56  (meters)                     GEOID03
 QC0769  DYNAMIC HT  -        1233.034 (meters)    4045.38  (feet)  COMP
 QC0769  MODELED GRAV-     980,164.7   (mgal)                       NAVD 88
 QC0769
 QC0769  VERT ORDER  -  FIRST     CLASS II
 QC0769
 QC0769.The horizontal coordinates were scaled from a topographic map and have
 QC0769.an estimated accuracy of +/- 6 seconds.
 QC0769
 QC0769.The orthometric height was determined by differential leveling
 QC0769.and adjusted in June 1991.
 QC0769
 QC0769.The geoid height was determined by GEOID03.
 QC0769
 QC0769.The dynamic height is computed by dividing the NAVD 88
 QC0769.geopotential number by the normal gravity value computed on the
 QC0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0769.degrees latitude (g = 980.6199 gals.).
 QC0769
 QC0769.The modeled gravity was interpolated from observed gravity values.
 QC0769
 QC0769;                    North         East    Units  Estimated Accuracy
 QC0769;SPC OR N     -    88,260.    2,685,250.      MT  (+/- 180 meters Scaled)
 QC0769
 QC0769                          SUPERSEDED SURVEY CONTROL
 QC0769
 QC0769.No superseded survey control is available for this station.
 QC0769
 QC0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK066210(NAD 83)
 QC0769_MARKER: I = METAL ROD
 QC0769_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QC0769_SP_SET: STAINLESS STEEL ROD
 QC0769_STAMPING: E 703 1985
 QC0769_MARK LOGO: NGS   
 QC0769_PROJECTION: PROJECTING 2 CENTIMETERS
 QC0769_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QC0769_ROD/PIPE-DEPTH: 7.3  meters
 QC0769
 QC0769  HISTORY     - Date     Condition        Report By
 QC0769  HISTORY     - 1985     MONUMENTED       NGS
 QC0769
 QC0769                          STATION DESCRIPTION
 QC0769
 QC0769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QC0769'1.5 KM (0.95 MI) SE FROM UNITY.
 QC0769'1.46 KM (0.91 MI) SOUTHEAST ALONG US HIGHWAY 26 FROM THE POST OFFICE
 QC0769'AT UNITY, IN THE SOUTH CORNER OF THE INTERSECTION OF A GRAVEL ROAD
 QC0769'LEADING NORTHWEST AND SOUTHEAST TO LONG CREEK RESEVOIR, 0.66 KM (0.41
 QC0769'MI) EAST OF MILEPOST 213, 34.1 METERS (112 FT) SOUTH OF THE HIGHWAY
 QC0769'CENTERLINE, 72.5 METERS (238 FT) SOUTH-SOUTHEAST OF THE SOUTHEAST
 QC0769'CORNER OF A PAINTED CATTLE GUARD IN THE HIGHWAY, 25.6 METERS (84 FT)
 QC0769'NORTHEAST OF THE FENCE, 7.6 METERS (25 FT) SOUTHWEST OF THE CENTER OF
 QC0769'THE GRAVEL ROAD AND 3.0 METERS (10 FT) WEST OF THE SOUTHWEST ONE OF A
 QC0769'DOUBLE WOODEN POST SIGN INDICATING FOREST SERVICE ROUTE 16 AND LONG
 QC0769'CREEK RESEVOIR 10 MILES.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 QC0769'5-INCH LOGO CAP.
 QC0769'THE MARK IS 0.5 METERS  E FROM  A WITNESS POST
 QC0769'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0746 ***********************************************************************
 QC0746  DESIGNATION -  E 704
 QC0746  PID         -  QC0746
 QC0746  STATE/COUNTY-  OR/GRANT
 QC0746  USGS QUAD   -  AUSTIN (1983)
 QC0746
 QC0746                         *CURRENT SURVEY CONTROL
 QC0746  ___________________________________________________________________
 QC0746* NAD 83(1986)-  44 34 32.     (N)    118 27 48.     (W)     SCALED    
 QC0746* NAVD 88     -      1375.724  (meters)    4513.52   (feet)  ADJUSTED  
 QC0746  ___________________________________________________________________
 QC0746  GEOID HEIGHT-         -17.42  (meters)                     GEOID03
 QC0746  DYNAMIC HT  -        1375.137 (meters)    4511.60  (feet)  COMP
 QC0746  MODELED GRAV-     980,143.4   (mgal)                       NAVD 88
 QC0746
 QC0746  VERT ORDER  -  FIRST     CLASS II
 QC0746
 QC0746.The horizontal coordinates were scaled from a topographic map and have
 QC0746.an estimated accuracy of +/- 6 seconds.
 QC0746
 QC0746.The orthometric height was determined by differential leveling
 QC0746.and adjusted in June 1991.
 QC0746
 QC0746.The geoid height was determined by GEOID03.
 QC0746
 QC0746.The dynamic height is computed by dividing the NAVD 88
 QC0746.geopotential number by the normal gravity value computed on the
 QC0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0746.degrees latitude (g = 980.6199 gals.).
 QC0746
 QC0746.The modeled gravity was interpolated from observed gravity values.
 QC0746
 QC0746;                    North         East    Units  Estimated Accuracy
 QC0746;SPC OR N     -   103,040.    2,661,740.      MT  (+/- 180 meters Scaled)
 QC0746
 QC0746                          SUPERSEDED SURVEY CONTROL
 QC0746
 QC0746.No superseded survey control is available for this station.
 QC0746
 QC0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK838368(NAD 83)
 QC0746_MARKER: I = METAL ROD
 QC0746_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QC0746+WITH SETTING: INFORMATION.
 QC0746_SP_SET: SHALLOW-SET METAL ROD
 QC0746_STAMPING: E 704 1985
 QC0746_MARK LOGO: NGS   
 QC0746_PROJECTION: FLUSH
 QC0746_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QC0746_ROD/PIPE-DEPTH: 0.8  meters
 QC0746
 QC0746  HISTORY     - Date     Condition        Report By
 QC0746  HISTORY     - 1985     MONUMENTED       NGS
 QC0746
 QC0746                          STATION DESCRIPTION
 QC0746
 QC0746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QC0746'28.0 KM (17.4 MI) NE FROM PRAIRIE CITY.
 QC0746'27.97 KM (17.38 MI) NORTHEAST ALONG US HIGHWAY 26 FROM THE POST OFFICE
 QC0746'AT PRAIRIE CITY, AT THE CREST OF A GRADE, AT THE SOUTHWEST END OF A
 QC0746'LONG FILL, IN THE NORTH EDGE OF A SMALL CLEARING IN THE FOREST, 0.56
 QC0746'KM (0.35 MI) SOUTHWEST OF MILEPOST 193, 27.7 METERS (91 FT) SOUTHEAST
 QC0746'OF THE HIGHWAY CENTERLINE, 52.4 METERS (172 FT) NORTH OF BENCH MARK J
 QC0746'25 ORHD AND 34.4 METERS (113 FT) NORTHWEST OF THE CENTER OF FOREST
 QC0746'SERVICE ROAD 072.  ROD SET TO 2.5 FEET ANCHORED REFUSAL.  NOTE--ACCESS
 QC0746'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QC0746'THE MARK IS 0.6 METERS  NE FROM  A WITNESS POST
 QC0746'THE MARK IS 0.4 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0626 ***********************************************************************
 PA0626  DESIGNATION -  E 705
 PA0626  PID         -  PA0626
 PA0626  STATE/COUNTY-  OR/HARNEY
 PA0626  USGS QUAD   -  DEVINE RIDGE SOUTH (1990)
 PA0626
 PA0626                         *CURRENT SURVEY CONTROL
 PA0626  ___________________________________________________________________
 PA0626* NAD 83(1986)-  43 40 10.     (N)    119 00 02.     (W)     SCALED    
 PA0626* NAVD 88     -      1288.900  (meters)    4228.67   (feet)  ADJUSTED  
 PA0626  ___________________________________________________________________
 PA0626  GEOID HEIGHT-         -18.79  (meters)                     GEOID03
 PA0626  DYNAMIC HT  -        1288.289 (meters)    4226.66  (feet)  COMP
 PA0626  MODELED GRAV-     980,099.8   (mgal)                       NAVD 88
 PA0626
 PA0626  VERT ORDER  -  FIRST     CLASS II
 PA0626
 PA0626.The horizontal coordinates were scaled from a topographic map and have
 PA0626.an estimated accuracy of +/- 6 seconds.
 PA0626
 PA0626.The orthometric height was determined by differential leveling
 PA0626.and adjusted in June 1991.
 PA0626
 PA0626.The geoid height was determined by GEOID03.
 PA0626
 PA0626.The dynamic height is computed by dividing the NAVD 88
 PA0626.geopotential number by the normal gravity value computed on the
 PA0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0626.degrees latitude (g = 980.6199 gals.).
 PA0626
 PA0626.The modeled gravity was interpolated from observed gravity values.
 PA0626
 PA0626;                    North         East    Units  Estimated Accuracy
 PA0626;SPC OR S     -   223,560.    1,620,920.      MT  (+/- 180 meters Scaled)
 PA0626
 PA0626                          SUPERSEDED SURVEY CONTROL
 PA0626
 PA0626.No superseded survey control is available for this station.
 PA0626
 PA0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ387371(NAD 83)
 PA0626_MARKER: DB = BENCH MARK DISK
 PA0626_SETTING: 66 = SET IN ROCK OUTCROP
 PA0626_SP_SET: ROCK OUTCROP
 PA0626_STAMPING: E 705 1985
 PA0626_MARK LOGO: NGS   
 PA0626_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PA0626+STABILITY: POSITION/ELEVATION WELL
 PA0626
 PA0626  HISTORY     - Date     Condition        Report By
 PA0626  HISTORY     - 1985     MONUMENTED       NGS
 PA0626
 PA0626                          STATION DESCRIPTION
 PA0626
 PA0626'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PA0626'11.4 KM (7.1 MI) NORTH FROM BURNS.
 PA0626'11.4 KM (7.05 MI) NORTH ALONG US HIGHWAY 395 FROM THE POST OFFICE AT
 PA0626'BURNS, 0.08 KM (0.05 MI) SOUTH OF BENCH MARK 29 USBPR, IN TOP OF AND
 PA0626'ON THE EAST EDGE OF A 3 BY 6 FOOT PORTION OF OUTCROP, NEAR THE MIDDLE
 PA0626'OF A 25 FOOT HIGH CUT BANK, 7.1 METERS (23.4 FT) WEST OF THE HIGHWAY
 PA0626'CENTERLINE AND 4.0 METERS (13 FT) SOUTH OF THE EAST EDGE OF A 10 BY 10
 PA0626'FOOT ROCK PROTRUSION AT THE EDGE OF THE HIGHWAY.
 PA0626'THE MARK IS 0.12 METERS  NE FROM  A WITNESS POST
 PA0626'THE MARK IS 0.61 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0786 ***********************************************************************
 QC0786  DESIGNATION -  E 706
 QC0786  PID         -  QC0786
 QC0786  STATE/COUNTY-  OR/GRANT
 QC0786  USGS QUAD   -  SILVIES (1990)
 QC0786
 QC0786                         *CURRENT SURVEY CONTROL
 QC0786  ___________________________________________________________________
 QC0786* NAD 83(1986)-  44 00 04.     (N)    118 55 26.     (W)     SCALED    
 QC0786* NAVD 88     -      1390.476  (meters)    4561.92   (feet)  ADJUSTED  
 QC0786  ___________________________________________________________________
 QC0786  GEOID HEIGHT-         -18.14  (meters)                     GEOID03
 QC0786  DYNAMIC HT  -        1389.827 (meters)    4559.79  (feet)  COMP
 QC0786  MODELED GRAV-     980,103.2   (mgal)                       NAVD 88
 QC0786
 QC0786  VERT ORDER  -  FIRST     CLASS II
 QC0786
 QC0786.The horizontal coordinates were scaled from a topographic map and have
 QC0786.an estimated accuracy of +/- 6 seconds.
 QC0786
 QC0786.The orthometric height was determined by differential leveling
 QC0786.and adjusted in June 1991.
 QC0786
 QC0786.The geoid height was determined by GEOID03.
 QC0786
 QC0786.The dynamic height is computed by dividing the NAVD 88
 QC0786.geopotential number by the normal gravity value computed on the
 QC0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0786.degrees latitude (g = 980.6199 gals.).
 QC0786
 QC0786.The modeled gravity was interpolated from observed gravity values.
 QC0786
 QC0786;                    North         East    Units  Estimated Accuracy
 QC0786;SPC OR N     -    38,400.    2,626,420.      MT  (+/- 180 meters Scaled)
 QC0786
 QC0786                          SUPERSEDED SURVEY CONTROL
 QC0786
 QC0786.No superseded survey control is available for this station.
 QC0786
 QC0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ457737(NAD 83)
 QC0786_MARKER: I = METAL ROD
 QC0786_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QC0786_SP_SET: STAINLESS STEEL ROD
 QC0786_STAMPING: E 706 1985
 QC0786_MARK LOGO: NGS   
 QC0786_PROJECTION: FLUSH
 QC0786_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QC0786_ROD/PIPE-DEPTH: 7.6  meters
 QC0786
 QC0786  HISTORY     - Date     Condition        Report By
 QC0786  HISTORY     - 1985     MONUMENTED       NGS
 QC0786
 QC0786                          STATION DESCRIPTION
 QC0786
 QC0786'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QC0786'3.7 KM (2.3 MI) SOUTH FROM SILVIES.
 QC0786'3.7 KM (2.3 MI) SOUTH ALONG US HIGHWAY 395 FROM THE GENERAL STORE AT
 QC0786'SILVIES, 1.7 METERS (41.8 FT) WEST OF THE HIGHWAY CENTERLINE, 6.3
 QC0786'METERS (20.5 FT) SOUTH OF THE APPROXIMATE CENTER OF A WIRE GATE AND
 QC0786'5.0 METERS (16.5 FT) SOUTH OF THE EXTENDED CENTER OF A TRACK ROAD
 QC0786'LEADING EAST.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 QC0786'LOGO CAP.
 QC0786'THE MARK IS 0.15 METERS  E FROM  A WITNESS POST
 QC0786'THE MARK IS 0.7 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0722 ***********************************************************************
 QC0722  DESIGNATION -  E 707
 QC0722  PID         -  QC0722
 QC0722  STATE/COUNTY-  OR/GRANT
 QC0722  USGS QUAD   -  PRAIRIE CITY (1996)
 QC0722
 QC0722                         *CURRENT SURVEY CONTROL
 QC0722  ___________________________________________________________________
 QC0722* NAD 83(1986)-  44 27 22.     (N)    118 44 08.     (W)     SCALED    
 QC0722* NAVD 88     -      1067.204  (meters)    3501.32   (feet)  ADJUSTED  
 QC0722  ___________________________________________________________________
 QC0722  GEOID HEIGHT-         -17.93  (meters)                     GEOID03
 QC0722  DYNAMIC HT  -        1066.798 (meters)    3499.99  (feet)  COMP
 QC0722  MODELED GRAV-     980,201.3   (mgal)                       NAVD 88
 QC0722
 QC0722  VERT ORDER  -  FIRST     CLASS II
 QC0722
 QC0722.The horizontal coordinates were scaled from a topographic map and have
 QC0722.an estimated accuracy of +/- 6 seconds.
 QC0722
 QC0722.The orthometric height was determined by differential leveling
 QC0722.and adjusted in June 1991.
 QC0722
 QC0722.The geoid height was determined by GEOID03.
 QC0722
 QC0722.The dynamic height is computed by dividing the NAVD 88
 QC0722.geopotential number by the normal gravity value computed on the
 QC0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0722.degrees latitude (g = 980.6199 gals.).
 QC0722
 QC0722.The modeled gravity was interpolated from observed gravity values.
 QC0722
 QC0722;                    North         East    Units  Estimated Accuracy
 QC0722;SPC OR N     -    89,260.    2,640,420.      MT  (+/- 180 meters Scaled)
 QC0722
 QC0722                          SUPERSEDED SURVEY CONTROL
 QC0722
 QC0722.No superseded survey control is available for this station.
 QC0722
 QC0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK619239(NAD 83)
 QC0722_MARKER: I = METAL ROD
 QC0722_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QC0722_SP_SET: STAINLESS STEEL ROD
 QC0722_STAMPING: E 707 1985
 QC0722_MARK LOGO: NGS   
 QC0722_PROJECTION: FLUSH
 QC0722_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QC0722_ROD/PIPE-DEPTH: 3.7  meters
 QC0722
 QC0722  HISTORY     - Date     Condition        Report By
 QC0722  HISTORY     - 1985     MONUMENTED       NGS
 QC0722
 QC0722                          STATION DESCRIPTION
 QC0722
 QC0722'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QC0722'2.1 KM (1.3 MI) WEST FROM PRAIRIE CITY.
 QC0722'2.08 KM (1.32 MI) WEST ALONG US HIGHWAY 26 FROM THE POST OFFICE AT
 QC0722'PRAIRIE CITY, IN THE NORTHEAST CORNER OF THE T JUNCTION OF A TRACK
 QC0722'ROAD LEADING NORTH, ACROSS THE HIGHWAY FROM A LARGE RANCH COMPLEX,
 QC0722'0.15 KM (0.09 MI) WEST OF MILEPOST 174, 12.6 METERS (41.5 FT) NORTH OF
 QC0722'THE HIGHWAY CENTERLINE, 26.7 METERS (87.5 FT) NORTH-NORTHWEST OF THE
 QC0722'NORTHEAST CORNER OF A CINDER BLOCK HOUSE, 10.8 METERS (35.5 FT) EAST
 QC0722'OF TELEPHONE POLE 2585, 6.2 METERS (20.5 FT) WEST OF THE CENTER OF THE
 QC0722'ROAD, 3.7 METERS (12 FT) EAST OF THE EAST END OF A GATE IN THE RIGHT
 QC0722'OF WAY FENCE AND 0.5 METER (1.5 FT) SOUTH OF THE RIGHT OF WAY FENCE.
 QC0722'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QC0722'THE MARK IS 0.4 METERS  W FROM  A WITNESS POST
 QC0722'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0812 ***********************************************************************
 QC0812  DESIGNATION -  E 708
 QC0812  PID         -  QC0812
 QC0812  STATE/COUNTY-  OR/GRANT
 QC0812  USGS QUAD   -  CANYON MTN (1983)
 QC0812
 QC0812                         *CURRENT SURVEY CONTROL
 QC0812  ___________________________________________________________________
 QC0812* NAD 83(1986)-  44 17 19.     (N)    118 58 40.     (W)     SCALED    
 QC0812* NAVD 88     -      1221.957  (meters)    4009.04   (feet)  ADJUSTED  
 QC0812  ___________________________________________________________________
 QC0812  GEOID HEIGHT-         -18.03  (meters)                     GEOID03
 QC0812  DYNAMIC HT  -        1221.453 (meters)    4007.38  (feet)  COMP
 QC0812  MODELED GRAV-     980,163.5   (mgal)                       NAVD 88
 QC0812
 QC0812  VERT ORDER  -  FIRST     CLASS II
 QC0812
 QC0812.The horizontal coordinates were scaled from a topographic map and have
 QC0812.an estimated accuracy of +/- 6 seconds.
 QC0812
 QC0812.The orthometric height was determined by differential leveling
 QC0812.and adjusted in June 1991.
 QC0812
 QC0812.The geoid height was determined by GEOID03.
 QC0812
 QC0812.The dynamic height is computed by dividing the NAVD 88
 QC0812.geopotential number by the normal gravity value computed on the
 QC0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0812.degrees latitude (g = 980.6199 gals.).
 QC0812
 QC0812.The modeled gravity was interpolated from observed gravity values.
 QC0812
 QC0812;                    North         East    Units  Estimated Accuracy
 QC0812;SPC OR N     -    70,260.    2,621,490.      MT  (+/- 180 meters Scaled)
 QC0812
 QC0812                          SUPERSEDED SURVEY CONTROL
 QC0812
 QC0812.No superseded survey control is available for this station.
 QC0812
 QC0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK422058(NAD 83)
 QC0812_MARKER: DB = BENCH MARK DISK
 QC0812_SETTING: 66 = SET IN ROCK OUTCROP
 QC0812_SP_SET: ROCK OUTCROP
 QC0812_STAMPING: E 708 1985
 QC0812_MARK LOGO: NGS   
 QC0812_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QC0812+STABILITY: POSITION/ELEVATION WELL
 QC0812
 QC0812  HISTORY     - Date     Condition        Report By
 QC0812  HISTORY     - 1985     MONUMENTED       NGS
 QC0812
 QC0812                          STATION DESCRIPTION
 QC0812
 QC0812'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QC0812'14.4 KM (8.95 MI) SOUTH FROM CANYON CITY.
 QC0812'14.41 KM (8.95 MI) SOUTH ALONG US HIGHWAY 395 FROM THE POST OFFICE AT
 QC0812'CANYON CITY, AT THE BASE OF A SMALL VERTICAL FACE OF OUTCROP, IN THE
 QC0812'TOP CENTER OF A 1 BY 2 FOOT SLOPING SHELF OF OUTCROP, ACROSS THE
 QC0812'HIGHWAY FROM THE EAST END OF A REST AREA, 0.11 KM (0.07 MI) EAST OF
 QC0812'MILEPOST 11, 7.2 METERS (23.5 FT) NORTH OF THE HIGHWAY CENTERLINE,
 QC0812'30.4 METERS (99.6 FT) NORTH-NORTHEAST OF THE NORTH CORNER OF THE REST
 QC0812'AREA REST ROOM AND 4.5 METERS (14.7 FT) EAST OF A 25-MPH CURVE WARNING
 QC0812'SIGN.
 QC0812'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 QC0812'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1046 ***********************************************************************
 SC1046  DESIGNATION -  E 709
 SC1046  PID         -  SC1046
 SC1046  STATE/COUNTY-  OR/CLATSOP
 SC1046  USGS QUAD   -  ASTORIA (1984)
 SC1046
 SC1046                         *CURRENT SURVEY CONTROL
 SC1046  ___________________________________________________________________
 SC1046* NAD 83(1986)-  46 11 41.     (N)    123 46 04.     (W)     SCALED    
 SC1046* NAVD 88     -        41.965  (meters)     137.68   (feet)  ADJUSTED  
 SC1046  ___________________________________________________________________
 SC1046  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 SC1046  DYNAMIC HT  -          41.969 (meters)     137.69  (feet)  COMP
 SC1046  MODELED GRAV-     980,711.6   (mgal)                       NAVD 88
 SC1046
 SC1046  VERT ORDER  -  FIRST     CLASS II
 SC1046
 SC1046.The horizontal coordinates were scaled from a topographic map and have
 SC1046.an estimated accuracy of +/- 6 seconds.
 SC1046
 SC1046.The orthometric height was determined by differential leveling
 SC1046.and adjusted in June 1991.
 SC1046
 SC1046.The geoid height was determined by GEOID03.
 SC1046
 SC1046.The dynamic height is computed by dividing the NAVD 88
 SC1046.geopotential number by the normal gravity value computed on the
 SC1046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC1046.degrees latitude (g = 980.6199 gals.).
 SC1046
 SC1046.The modeled gravity was interpolated from observed gravity values.
 SC1046
 SC1046;                    North         East    Units  Estimated Accuracy
 SC1046;SPC OR N     -   286,040.    2,247,810.      MT  (+/- 180 meters Scaled)
 SC1046
 SC1046                          SUPERSEDED SURVEY CONTROL
 SC1046
 SC1046.No superseded survey control is available for this station.
 SC1046
 SC1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS407159(NAD 83)
 SC1046_MARKER: I = METAL ROD
 SC1046_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SC1046_SP_SET: STAINLESS STEEL ROD
 SC1046_STAMPING: E 709 1987
 SC1046_MARK LOGO: NGS   
 SC1046_PROJECTION: FLUSH
 SC1046_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SC1046+STABILITY: POSITION/ELEVATION WELL
 SC1046_ROD/PIPE-DEPTH: 5.8  meters
 SC1046
 SC1046  HISTORY     - Date     Condition        Report By
 SC1046  HISTORY     - 1987     MONUMENTED       NGS
 SC1046
 SC1046                          STATION DESCRIPTION
 SC1046
 SC1046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SC1046'4.7 KM (2.90 MI) EAST FROM ASTORIA.
 SC1046'4.7 KM (2.90 MI) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF
 SC1046'16TH STREET IN ASTORIA, 14.6 M (47.9 FT) NORTH OF THE CENTER OF THE
 SC1046'HIGHWAY, 11.0 M (36.1 FT) SOUTHEAST OF THE CENTERLINE OF TONGUE POINT
 SC1046'ROAD, 7.4 M (24.3 FT) SOUTHWEST OF A UTILITY POLE, 12.4 M (40.7 FT)
 SC1046'SOUTH-SOUTHWEST OF THE SOUTHWEST FACE OF THE TONGUE POINT JOB CORPS
 SC1046'SIGN, AND 1.3 M (4.3 FT) NORTHEAST OF THE NORTHEAST LEG OF A SIGN
 SC1046'(TONGUE POINT, JOB CORPS, U.S. COAST GUARD, COAST GUARD EXCHANGE).
 SC1046'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5 INCH-LOGO CAP.
 SC1046'THE MARK IS 1.3 METERS  NE FROM  A WITNESS POST
 SC1046'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0156 ***********************************************************************
 QC0156  DESIGNATION -  E 71
 QC0156  PID         -  QC0156
 QC0156  STATE/COUNTY-  OR/GRANT
 QC0156  USGS QUAD   -  SILVIES (1990)
 QC0156
 QC0156                         *CURRENT SURVEY CONTROL
 QC0156  ___________________________________________________________________
 QC0156* NAD 83(1986)-  44 06 13.     (N)    118 57 20.     (W)     SCALED    
 QC0156* NAVD 88     -      1416.822  (meters)    4648.36   (feet)  ADJUSTED  
 QC0156  ___________________________________________________________________
 QC0156  GEOID HEIGHT-         -18.09  (meters)                     GEOID03
 QC0156  DYNAMIC HT  -        1416.161 (meters)    4646.19  (feet)  COMP
 QC0156  MODELED GRAV-     980,102.3   (mgal)                       NAVD 88
 QC0156
 QC0156  VERT ORDER  -  FIRST     CLASS II
 QC0156
 QC0156.The horizontal coordinates were scaled from a topographic map and have
 QC0156.an estimated accuracy of +/- 6 seconds.
 QC0156
 QC0156.The orthometric height was determined by differential leveling
 QC0156.and adjusted in June 1991.
 QC0156
 QC0156.The geoid height was determined by GEOID03.
 QC0156
 QC0156.The dynamic height is computed by dividing the NAVD 88
 QC0156.geopotential number by the normal gravity value computed on the
 QC0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0156.degrees latitude (g = 980.6199 gals.).
 QC0156
 QC0156.The modeled gravity was interpolated from observed gravity values.
 QC0156
 QC0156;                    North         East    Units  Estimated Accuracy
 QC0156;SPC OR N     -    49,740.    2,623,660.      MT  (+/- 180 meters Scaled)
 QC0156
 QC0156                          SUPERSEDED SURVEY CONTROL
 QC0156
 QC0156  NGVD 29 (??/??/92) 1415.568  (m)         4644.24   (f) ADJ UNCH    1 2
 QC0156
 QC0156.Superseded values are not recommended for survey control.
 QC0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0156.See file dsdata.txt to determine how the superseded data were derived.
 QC0156
 QC0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ434852(NAD 83)
 QC0156_MARKER: DB = BENCH MARK DISK
 QC0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QC0156_STAMPING: 4644.528 E 71 1931
 QC0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0156+STABILITY: SURFACE MOTION
 QC0156
 QC0156  HISTORY     - Date     Condition        Report By
 QC0156  HISTORY     - 1931     MONUMENTED       CGS
 QC0156  HISTORY     - 1962     MARK NOT FOUND   NGS
 QC0156  HISTORY     - 1985     MARK NOT FOUND   NGS
 QC0156
 QC0156                          STATION DESCRIPTION
 QC0156
 QC0156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 QC0156'2.8 MI S FROM SENECA.
 QC0156'2.8 MILES SOUTH ALONG THE CANYON CITY-BURNS HIGHWAY FROM THE POST
 QC0156'OFFICE AT SENECA, NEAR THE NORTH END OF A CURVE ON A SIDEHILL CUT, 200
 QC0156'FEET WEST ACROSS THE SILVIES RIVER FROM THE HIGHWAY, 43.5 FEET EAST OF
 QC0156'THE CENTER LINE OF THE OREGON-NORTHWESTERN RAILROAD TRACK, 150 FEET
 QC0156'SOUTH OF A LONE 10-INCH PINE TREE BETWEEN THE TRACKS AND THE RIVER,
 QC0156'AND 33 FEET NORTH OF AN ANGLE IN THE EAST RIGHT OF WAY FENCE.
 QC0156
 QC0156                          STATION RECOVERY (1985)
 QC0156
 QC0156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QC0156'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1088 ***********************************************************************
 SC1088  DESIGNATION -  E 710
 SC1088  PID         -  SC1088
 SC1088  STATE/COUNTY-  OR/COLUMBIA
 SC1088  USGS QUAD   -  MARSHLAND (1985)
 SC1088
 SC1088                         *CURRENT SURVEY CONTROL
 SC1088  ___________________________________________________________________
 SC1088* NAD 83(1986)-  46 06 55.     (N)    123 19 32.     (W)     SCALED    
 SC1088* NAVD 88     -         4.477  (meters)      14.69   (feet)  ADJUSTED  
 SC1088  ___________________________________________________________________
 SC1088  GEOID HEIGHT-         -21.16  (meters)                     GEOID03
 SC1088  DYNAMIC HT  -           4.477 (meters)      14.69  (feet)  COMP
 SC1088  MODELED GRAV-     980,738.6   (mgal)                       NAVD 88
 SC1088
 SC1088  VERT ORDER  -  FIRST     CLASS II
 SC1088
 SC1088.The horizontal coordinates were scaled from a topographic map and have
 SC1088.an estimated accuracy of +/- 6 seconds.
 SC1088
 SC1088.The orthometric height was determined by differential leveling
 SC1088.and adjusted in June 1991.
 SC1088
 SC1088.The geoid height was determined by GEOID03.
 SC1088
 SC1088.The dynamic height is computed by dividing the NAVD 88
 SC1088.geopotential number by the normal gravity value computed on the
 SC1088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC1088.degrees latitude (g = 980.6199 gals.).
 SC1088
 SC1088.The modeled gravity was interpolated from observed gravity values.
 SC1088
 SC1088;                    North         East    Units  Estimated Accuracy
 SC1088;SPC OR N     -   275,930.    2,281,620.      MT  (+/- 180 meters Scaled)
 SC1088
 SC1088                          SUPERSEDED SURVEY CONTROL
 SC1088
 SC1088.No superseded survey control is available for this station.
 SC1088
 SC1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS748069(NAD 83)
 SC1088_MARKER: I = METAL ROD
 SC1088_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SC1088_SP_SET: STAINLESS STEEL ROD
 SC1088_STAMPING: E 710 1987
 SC1088_MARK LOGO: NGS   
 SC1088_PROJECTION: FLUSH
 SC1088_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SC1088+STABILITY: POSITION/ELEVATION WELL
 SC1088_ROD/PIPE-DEPTH: 24.4 meters
 SC1088
 SC1088  HISTORY     - Date     Condition        Report By
 SC1088  HISTORY     - 1987     MONUMENTED       NGS
 SC1088  HISTORY     - 20080916 MARK NOT FOUND   GEOCAC
 SC1088
 SC1088                          STATION DESCRIPTION
 SC1088
 SC1088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SC1088'29.5 KM (18.35 MI) WEST FROM RAINIER.
 SC1088'29.5 KM (18.35 MI) WESTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION
 SC1088'OF STATE HIGHWAY 433 AT THE WEST EDGE OF RAINIER, 17.2 M (56.4 FT)
 SC1088'EAST OF THE CENTER OF WOODSON RAOD, 14.3 M (46.9 FT) NORTH OF THE
 SC1088'CENTERLINE OF THE HIGHWAY, AND 1.1 M (3.6 FT) EAST OF A UTILITY POLE.
 SC1088'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 SC1088'THE MARK IS 0.2 METERS  NW FROM  A WITNESS POST
 SC1088'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 SC1088
 SC1088                          STATION RECOVERY (2008)
 SC1088
 SC1088'RECOVERY NOTE BY GEOCACHING 2008 (WD)
 SC1088'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1428 ***********************************************************************
 RD1428  DESIGNATION -  E 711
 RD1428  PID         -  RD1428
 RD1428  STATE/COUNTY-  OR/CLATSOP
 RD1428  USGS QUAD   -  NECANICUM JUNCTION (1985)
 RD1428
 RD1428                         *CURRENT SURVEY CONTROL
 RD1428  ___________________________________________________________________
 RD1428* NAD 83(1986)-  45 53 35.     (N)    123 45 22.     (W)     SCALED    
 RD1428* NAVD 88     -       130.821  (meters)     429.20   (feet)  ADJUSTED  
 RD1428  ___________________________________________________________________
 RD1428  GEOID HEIGHT-         -22.00  (meters)                     GEOID03
 RD1428  DYNAMIC HT  -         130.831 (meters)     429.23  (feet)  COMP
 RD1428  MODELED GRAV-     980,686.1   (mgal)                       NAVD 88
 RD1428
 RD1428  VERT ORDER  -  FIRST     CLASS II
 RD1428
 RD1428.The horizontal coordinates were scaled from a topographic map and have
 RD1428.an estimated accuracy of +/- 6 seconds.
 RD1428
 RD1428.The orthometric height was determined by differential leveling
 RD1428.and adjusted in June 1991.
 RD1428
 RD1428.The geoid height was determined by GEOID03.
 RD1428
 RD1428.The dynamic height is computed by dividing the NAVD 88
 RD1428.geopotential number by the normal gravity value computed on the
 RD1428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1428.degrees latitude (g = 980.6199 gals.).
 RD1428
 RD1428.The modeled gravity was interpolated from observed gravity values.
 RD1428
 RD1428;                    North         East    Units  Estimated Accuracy
 RD1428;SPC OR N     -   252,500.    2,247,360.      MT  (+/- 180 meters Scaled)
 RD1428
 RD1428                          SUPERSEDED SURVEY CONTROL
 RD1428
 RD1428.No superseded survey control is available for this station.
 RD1428
 RD1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR413824(NAD 83)
 RD1428_MARKER: I = METAL ROD
 RD1428_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RD1428+WITH SETTING: INFORMATION.
 RD1428_SP_SET: SHALLOW-SET METAL ROD
 RD1428_STAMPING: E 711 1987
 RD1428_MARK LOGO: NGS   
 RD1428_PROJECTION: FLUSH
 RD1428_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RD1428_ROD/PIPE-DEPTH: 2.1  meters
 RD1428
 RD1428  HISTORY     - Date     Condition        Report By
 RD1428  HISTORY     - 1987     MONUMENTED       NGS
 RD1428  HISTORY     - 1988     GOOD             USPSQD
 RD1428
 RD1428                          STATION DESCRIPTION
 RD1428
 RD1428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 RD1428'22.5 KM (14.00 MI) SE FROM SEASIDE.
 RD1428'6.2 KM (3.85 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM ITS JUNCTION
 RD1428'WITH BROADWAY AVENUE IN SEASIDE, THENCE 15.2 KM (9.45 MI)
 RD1428'SOUTHEASTERLY ALONG U.S. HIGHWAY 26, THENCE 1.1 KM (0.70 MI)
 RD1428'SOUTHERLY ALONG STATE HIGHWAY 53, AT A SIDE ROAD LEADING
 RD1428'SOUTHEASTERLY TO HAMLET, 29.3 M (96.1 FT) NORTH OF THE CENTER OF
 RD1428'HAMLET ROAD, 9.0 M (29.5 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 RD1428'AND 4.3 M (14.1 FT) NORTH OF UTILITY POLE NUMBER NE 125 WITH AN
 RD1428'ELECTRIC METER.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 RD1428'LOGO CAP.
 RD1428'THE MARK IS 0.1 METERS  W FROM  A WITNESS POST AND FENCE
 RD1428'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 RD1428
 RD1428                          STATION RECOVERY (1988)
 RD1428
 RD1428'RECOVERY NOTE BY US POWER SQUADRON 1988 (GAN)
 RD1428'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1437 ***********************************************************************
 RD1437  DESIGNATION -  E 712
 RD1437  PID         -  RD1437
 RD1437  STATE/COUNTY-  OR/TILLAMOOK
 RD1437  USGS QUAD   -  NEHALEM (1985)
 RD1437
 RD1437                         *CURRENT SURVEY CONTROL
 RD1437  ___________________________________________________________________
 RD1437* NAD 83(1986)-  45 41 17.     (N)    123 55 34.     (W)     SCALED    
 RD1437* NAVD 88     -         7.440  (meters)      24.41   (feet)  ADJUSTED  
 RD1437  ___________________________________________________________________
 RD1437  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 RD1437  DYNAMIC HT  -           7.441 (meters)      24.41  (feet)  COMP
 RD1437  MODELED GRAV-     980,706.5   (mgal)                       NAVD 88
 RD1437
 RD1437  VERT ORDER  -  FIRST     CLASS II
 RD1437
 RD1437.The horizontal coordinates were scaled from a topographic map and have
 RD1437.an estimated accuracy of +/- 6 seconds.
 RD1437
 RD1437.The orthometric height was determined by differential leveling
 RD1437.and adjusted in June 1991.
 RD1437
 RD1437.The geoid height was determined by GEOID03.
 RD1437
 RD1437.The dynamic height is computed by dividing the NAVD 88
 RD1437.geopotential number by the normal gravity value computed on the
 RD1437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1437.degrees latitude (g = 980.6199 gals.).
 RD1437
 RD1437.The modeled gravity was interpolated from observed gravity values.
 RD1437
 RD1437;                    North         East    Units  Estimated Accuracy
 RD1437;SPC OR N     -   230,280.    2,233,210.      MT  (+/- 180 meters Scaled)
 RD1437
 RD1437                          SUPERSEDED SURVEY CONTROL
 RD1437
 RD1437.No superseded survey control is available for this station.
 RD1437
 RD1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR278598(NAD 83)
 RD1437_MARKER: I = METAL ROD
 RD1437_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RD1437_SP_SET: STAINLESS STEEL ROD
 RD1437_STAMPING: E 712 1987
 RD1437_MARK LOGO: NGS   
 RD1437_PROJECTION: FLUSH
 RD1437_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RD1437+STABILITY: POSITION/ELEVATION WELL
 RD1437_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RD1437+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2006
 RD1437_ROD/PIPE-DEPTH: 6.2  meters
 RD1437
 RD1437  HISTORY     - Date     Condition        Report By
 RD1437  HISTORY     - 1987     MONUMENTED       NGS
 RD1437  HISTORY     - 1990     GOOD             USPSQD
 RD1437  HISTORY     - 20060219 GOOD             USPSQD
 RD1437
 RD1437                          STATION DESCRIPTION
 RD1437
 RD1437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 RD1437'7.2 KM (4.45 MI) SW FROM NEHALEM.
 RD1437'7.2 KM (4.45 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE CITY HALL
 RD1437'IN NEHALEM, 60.9 M (199.8 FT) WEST OF THE CENTER OF A DRIVEWAY
 RD1437'LEADING SOUTHWESTERLY UPHILL, 11.7 M (38.4 FT) SOUTH OF THE
 RD1437'CENTERLINE OF THE HIGHWAY, AND 1.0 M (3.3 FT) EAST OF UTILITY POLE
 RD1437'NUMBER 042401.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 RD1437'LOGO CAP.
 RD1437'THE MARK IS 0.2 METERS  W FROM  A WITNESS POST
 RD1437'THE MARK IS 0.4 M BELOW THE HIGHWAY.
 RD1437
 RD1437                          STATION RECOVERY (1990)
 RD1437
 RD1437'RECOVERY NOTE BY US POWER SQUADRON 1990 (GAN)
 RD1437'RECOVERED IN GOOD CONDITION.
 RD1437
 RD1437                          STATION RECOVERY (2006)
 RD1437
 RD1437'RECOVERY NOTE BY US POWER SQUADRON 2006 (DLM)
 RD1437'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1476 ***********************************************************************
 RD1476  DESIGNATION -  E 713
 RD1476  PID         -  RD1476
 RD1476  STATE/COUNTY-  OR/TILLAMOOK
 RD1476  USGS QUAD   -  NESTUCCA BAY (1985)
 RD1476
 RD1476                         *CURRENT SURVEY CONTROL
 RD1476  ___________________________________________________________________
 RD1476* NAD 83(1986)-  45 08 09.     (N)    123 57 52.     (W)     SCALED    
 RD1476* NAVD 88     -        43.148  (meters)     141.56   (feet)  ADJUSTED  
 RD1476  ___________________________________________________________________
 RD1476  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 RD1476  DYNAMIC HT  -          43.150 (meters)     141.57  (feet)  COMP
 RD1476  MODELED GRAV-     980,660.4   (mgal)                       NAVD 88
 RD1476
 RD1476  VERT ORDER  -  FIRST     CLASS II
 RD1476
 RD1476.The horizontal coordinates were scaled from a topographic map and have
 RD1476.an estimated accuracy of +/- 6 seconds.
 RD1476
 RD1476.The orthometric height was determined by differential leveling
 RD1476.and adjusted in June 1991.
 RD1476
 RD1476.The geoid height was determined by GEOID03.
 RD1476
 RD1476.The dynamic height is computed by dividing the NAVD 88
 RD1476.geopotential number by the normal gravity value computed on the
 RD1476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1476.degrees latitude (g = 980.6199 gals.).
 RD1476
 RD1476.The modeled gravity was interpolated from observed gravity values.
 RD1476
 RD1476;                    North         East    Units  Estimated Accuracy
 RD1476;SPC OR N     -   169,100.    2,227,600.      MT  (+/- 180 meters Scaled)
 RD1476
 RD1476                          SUPERSEDED SURVEY CONTROL
 RD1476
 RD1476.No superseded survey control is available for this station.
 RD1476
 RD1476_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ241984(NAD 83)
 RD1476_MARKER: I = METAL ROD
 RD1476_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RD1476_SP_SET: STAINLESS STEEL ROD
 RD1476_STAMPING: E 713 1987
 RD1476_MARK LOGO: NGS   
 RD1476_PROJECTION: FLUSH
 RD1476_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RD1476_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RD1476+SATELLITE: SATELLITE OBSERVATIONS - June 27, 1989
 RD1476_ROD/PIPE-DEPTH: 2.7  meters
 RD1476
 RD1476  HISTORY     - Date     Condition        Report By
 RD1476  HISTORY     - 1987     MONUMENTED       NGS
 RD1476  HISTORY     - 19890627 GOOD             NGS
 RD1476
 RD1476                          STATION DESCRIPTION
 RD1476
 RD1476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 RD1476'23.9 KM (14.85 MI) NORTH FROM LINCOLN CITY.
 RD1476'23.9 KM (14.85 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE DELAKE
 RD1476'SCHOOL IN LINCOLN CITY, 0.5 KM (0.30 MI) SOUTH OF THE INTERSECTION OF
 RD1476'ROWAN ROAD, 64.3 M (211.0 FT) SOUTH-SOUTHWEST OF THE CENTER OF A
 RD1476'PAVED ROAD LEADING SOUTHEASTLY, 58.8 M (192.9 FT) SOUTH-SOUTHWEST OF
 RD1476'A TELEPHONE JUNCTION BOX NUMBER 9033, AND 7.4 M (24.3 FT) SOUTHEAST
 RD1476'OF THE CENTERLINE OF THE HIGHWAY.  NOTE--ACCESS TO DATUM POINT IS HAD
 RD1476'THROUGH A 5-INCH LOGO CAP.
 RD1476'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 RD1476'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 RD1476
 RD1476                          STATION RECOVERY (1989)
 RD1476
 RD1476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 RD1476'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1429 ***********************************************************************
 QE1429  DESIGNATION -  E 714
 QE1429  PID         -  QE1429
 QE1429  STATE/COUNTY-  OR/LINCOLN
 QE1429  USGS QUAD   -  DEPOE BAY (1984)
 QE1429
 QE1429                         *CURRENT SURVEY CONTROL
 QE1429  ___________________________________________________________________
 QE1429* NAD 83(1986)-  44 46 26.     (N)    124 04 17.     (W)     SCALED    
 QE1429* NAVD 88     -        78.850  (meters)     258.69   (feet)  ADJUSTED  
 QE1429  ___________________________________________________________________
 QE1429  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 QE1429  DYNAMIC HT  -          78.849 (meters)     258.69  (feet)  COMP
 QE1429  MODELED GRAV-     980,605.9   (mgal)                       NAVD 88
 QE1429
 QE1429  VERT ORDER  -  FIRST     CLASS II
 QE1429
 QE1429.The horizontal coordinates were scaled from a topographic map and have
 QE1429.an estimated accuracy of +/- 6 seconds.
 QE1429
 QE1429.The orthometric height was determined by differential leveling
 QE1429.and adjusted in June 1991.
 QE1429
 QE1429.The geoid height was determined by GEOID03.
 QE1429
 QE1429.The dynamic height is computed by dividing the NAVD 88
 QE1429.geopotential number by the normal gravity value computed on the
 QE1429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1429.degrees latitude (g = 980.6199 gals.).
 QE1429
 QE1429.The modeled gravity was interpolated from observed gravity values.
 QE1429
 QE1429;                    North         East    Units  Estimated Accuracy
 QE1429;SPC OR N     -   129,280.    2,217,420.      MT  (+/- 180 meters Scaled)
 QE1429
 QE1429                          SUPERSEDED SURVEY CONTROL
 QE1429
 QE1429.No superseded survey control is available for this station.
 QE1429
 QE1429_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ152583(NAD 83)
 QE1429_MARKER: DB = BENCH MARK DISK
 QE1429_SETTING: 66 = SET IN ROCK OUTCROP
 QE1429_SP_SET: BEDROCK
 QE1429_STAMPING: E 714 1987
 QE1429_MARK LOGO: NGS   
 QE1429_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QE1429+STABILITY: POSITION/ELEVATION WELL
 QE1429
 QE1429  HISTORY     - Date     Condition        Report By
 QE1429  HISTORY     - 1987     MONUMENTED       NGS
 QE1429
 QE1429                          STATION DESCRIPTION
 QE1429
 QE1429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QE1429'16.2 KM (10.05 MI) NORTH FROM NEWPORT.
 QE1429'16.2 KM (10.05 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM ITS
 QE1429'JUNCTION WITH U.S. HIGHWAY 20 IN NEWPORT, IN A 3 BY 6 FOOT EXPOSED
 QE1429'AREA OF BEDROCK PROJECTING 3 FEET ABOVE THE GROUND, 17.7 M (58.1 FT)
 QE1429'NORTHEAST OF AND ACROSS THE HIGHWAY FROM THE NORTH END OF A METAL
 QE1429'GUARDRAIL, AND 9.5 M (31.2 FT) EAST OF THE CENTERLINE OF THE HIGHWAY.
 QE1429'THE MARK IS 1.1 METERS  N FROM  A WITNESS POST
 QE1429'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1568 ***********************************************************************
 QE1568  DESIGNATION -  E 715
 QE1568  PID         -  QE1568
 QE1568  STATE/COUNTY-  OR/BENTON
 QE1568  USGS QUAD   -  WREN (1984)
 QE1568
 QE1568                         *CURRENT SURVEY CONTROL
 QE1568  ___________________________________________________________________
 QE1568* NAD 83(1986)-  44 35 33.     (N)    123 26 18.     (W)     SCALED    
 QE1568* NAVD 88     -       131.445  (meters)     431.25   (feet)  ADJUSTED  
 QE1568  ___________________________________________________________________
 QE1568  GEOID HEIGHT-         -22.15  (meters)                     GEOID03
 QE1568  DYNAMIC HT  -         131.439 (meters)     431.23  (feet)  COMP
 QE1568  MODELED GRAV-     980,570.8   (mgal)                       NAVD 88
 QE1568
 QE1568  VERT ORDER  -  FIRST     CLASS II
 QE1568
 QE1568.The horizontal coordinates were scaled from a topographic map and have
 QE1568.an estimated accuracy of +/- 6 seconds.
 QE1568
 QE1568.The orthometric height was determined by differential leveling
 QE1568.and adjusted in June 1991.
 QE1568
 QE1568.The geoid height was determined by GEOID03.
 QE1568
 QE1568.The dynamic height is computed by dividing the NAVD 88
 QE1568.geopotential number by the normal gravity value computed on the
 QE1568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1568.degrees latitude (g = 980.6199 gals.).
 QE1568
 QE1568.The modeled gravity was interpolated from observed gravity values.
 QE1568
 QE1568;                    North         East    Units  Estimated Accuracy
 QE1568;SPC OR N     -   107,120.    2,266,750.      MT  (+/- 180 meters Scaled)
 QE1568
 QE1568                          SUPERSEDED SURVEY CONTROL
 QE1568
 QE1568.No superseded survey control is available for this station.
 QE1568
 QE1568_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ652377(NAD 83)
 QE1568_MARKER: I = METAL ROD
 QE1568_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QE1568_SP_SET: STAINLESS STEEL ROD
 QE1568_STAMPING: E 715 1987
 QE1568_MARK LOGO: NGS   
 QE1568_PROJECTION: FLUSH
 QE1568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE1568_ROD/PIPE-DEPTH: 4.6  meters
 QE1568
 QE1568  HISTORY     - Date     Condition        Report By
 QE1568  HISTORY     - 1987     MONUMENTED       NGS
 QE1568
 QE1568                          STATION DESCRIPTION
 QE1568
 QE1568'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QE1568'19.0 KM (11.80 MI) WEST FROM CORVALLIS.
 QE1568'19.0 KM (11.80 MI) WESTERLY ALONG U.S. HIGHWAY 20 FROM ITS JUNCTION
 QE1568'WITH STATE HIGHWAY 34 IN CORVALLIS, 0.16 KM (0.10 MI) SOUTHEAST OF
 QE1568'MARYS RIVER, 27.0 M (88.6 FT) NORTHEAST OF THE CENTERLINE OF THE
 QE1568'HIGHWAY, 3.8 M (12.5 FT) SOUTHEAST OF THE CENTER OF A METAL GATE AND
 QE1568'FIELD ENTRANCE, AND 1.0 M (3.3 FT) WEST OF A T-FENCE JUNCTION.
 QE1568'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QE1568'THE MARK IS 0.4 METERS  SW FROM  A WITNESS POST AND FENCE
 QE1568'THE MARK IS 2.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1546 ***********************************************************************
 RD1546  DESIGNATION -  E 718
 RD1546  PID         -  RD1546
 RD1546  STATE/COUNTY-  OR/MULTNOMAH
 RD1546  USGS QUAD   -  PORTLAND (1990)
 RD1546
 RD1546                         *CURRENT SURVEY CONTROL
 RD1546  ___________________________________________________________________
 RD1546* NAD 83(1986)-  45 34 55.     (N)    122 44 28.     (W)     SCALED    
 RD1546* NAVD 88     -        20.027  (meters)      65.71   (feet)  ADJUSTED  
 RD1546  ___________________________________________________________________
 RD1546  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 RD1546  DYNAMIC HT  -          20.027 (meters)      65.71  (feet)  COMP
 RD1546  MODELED GRAV-     980,620.3   (mgal)                       NAVD 88
 RD1546
 RD1546  VERT ORDER  -  FIRST     CLASS II
 RD1546
 RD1546.The horizontal coordinates were scaled from a topographic map and have
 RD1546.an estimated accuracy of +/- 6 seconds.
 RD1546
 RD1546.The orthometric height was determined by differential leveling
 RD1546.and adjusted in June 1991.
 RD1546
 RD1546.The geoid height was determined by GEOID03.
 RD1546
 RD1546.The dynamic height is computed by dividing the NAVD 88
 RD1546.geopotential number by the normal gravity value computed on the
 RD1546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1546.degrees latitude (g = 980.6199 gals.).
 RD1546
 RD1546.The modeled gravity was interpolated from observed gravity values.
 RD1546
 RD1546;                    North         East    Units  Estimated Accuracy
 RD1546;SPC OR N     -   215,260.    2,325,130.      MT  (+/- 180 meters Scaled)
 RD1546
 RD1546                          SUPERSEDED SURVEY CONTROL
 RD1546
 RD1546  NGVD 29 (05/16/90)   18.974  (m)           62.25   (f) ADJUSTED    1 2
 RD1546
 RD1546.Superseded values are not recommended for survey control.
 RD1546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1546.See file dsdata.txt to determine how the superseded data were derived.
 RD1546
 RD1546_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER201476(NAD 83)
 RD1546_MARKER: DB = BENCH MARK DISK
 RD1546_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RD1546_SP_SET: BRIDGE ABUTMENT
 RD1546_STAMPING: E 718 1987
 RD1546_MARK LOGO: NGS   
 RD1546_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RD1546
 RD1546  HISTORY     - Date     Condition        Report By
 RD1546  HISTORY     - 1987     MONUMENTED       NGS
 RD1546
 RD1546                          STATION DESCRIPTION
 RD1546
 RD1546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 RD1546'IN PORTLAND.
 RD1546'IN THE NORTHWEST PART OF PORTLAND, 0.43 KM (0.25 MI) NORTHEAST OF THE
 RD1546'NORTHEAST END OF THE BURLINGTON NORTHERN RAILROAD BRIDGE OVER THE
 RD1546'WILLAMETTE RIVER, IN TOP OF THE SOUTHEAST END OF THE NORTHEAST
 RD1546'ABUTMENT OF A RAILROAD BRIDGE OVER A GRAVEL ROAD, 1.5 M (4.9 FT)
 RD1546'SOUTHEAST OF THE SOUTHEAST RAIL.
 RD1546'THE MARK IS 0.3 M BELOW THE RAILS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1922 ***********************************************************************
 RC1922  DESIGNATION -  E 719
 RC1922  PID         -  RC1922
 RC1922  STATE/COUNTY-  OR/HOOD RIVER
 RC1922  USGS QUAD   -  BONNEVILLE DAM (1994)
 RC1922
 RC1922                         *CURRENT SURVEY CONTROL
 RC1922  ___________________________________________________________________
 RC1922* NAD 83(1986)-  45 40 20.     (N)    121 52 35.     (W)     SCALED    
 RC1922* NAVD 88     -        60.368  (meters)     198.06   (feet)  ADJUSTED  
 RC1922  ___________________________________________________________________
 RC1922  GEOID HEIGHT-         -21.72  (meters)                     GEOID03
 RC1922  DYNAMIC HT  -          60.366 (meters)     198.05  (feet)  COMP
 RC1922  MODELED GRAV-     980,583.6   (mgal)                       NAVD 88
 RC1922
 RC1922  VERT ORDER  -  FIRST     CLASS II
 RC1922
 RC1922.The horizontal coordinates were scaled from a topographic map and have
 RC1922.an estimated accuracy of +/- 6 seconds.
 RC1922
 RC1922.The orthometric height was determined by differential leveling
 RC1922.and adjusted in June 1991.
 RC1922
 RC1922.The geoid height was determined by GEOID03.
 RC1922
 RC1922.The dynamic height is computed by dividing the NAVD 88
 RC1922.geopotential number by the normal gravity value computed on the
 RC1922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1922.degrees latitude (g = 980.6199 gals.).
 RC1922
 RC1922.The modeled gravity was interpolated from observed gravity values.
 RC1922
 RC1922;                    North         East    Units  Estimated Accuracy
 RC1922;SPC OR N     -   223,780.    2,392,770.      MT  (+/- 180 meters Scaled)
 RC1922
 RC1922                          SUPERSEDED SURVEY CONTROL
 RC1922
 RC1922.No superseded survey control is available for this station.
 RC1922
 RC1922_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER875582(NAD 83)
 RC1922_MARKER: DB = BENCH MARK DISK
 RC1922_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RC1922_SP_SET: BRIDGE PIER
 RC1922_STAMPING: E 719 1987
 RC1922_MARK LOGO: NGS   
 RC1922_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RC1922_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RC1922+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2004
 RC1922
 RC1922  HISTORY     - Date     Condition        Report By
 RC1922  HISTORY     - 1987     MONUMENTED       NGS
 RC1922  HISTORY     - 20040814 GOOD             USPSQD
 RC1922
 RC1922                          STATION DESCRIPTION
 RC1922
 RC1922'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 RC1922'1.8 KM (1.10 MI) EAST FROM CASCADE LOCKS.
 RC1922'1.8 KM (1.10 MI) EAST ALONG WANAPA STREET (US HIGHWAY 30) FROM THE
 RC1922'POST OFFICE IN CASCADE LOCKS, SET VERTICALLY IN A PIER FOR THE
 RC1922'INTERSTATE HIGHWAY 84 WESTBOUND OVERPASS, 9.44 M (31.0 FT) SOUTH OF
 RC1922'THE STREET CENTERLINE.
 RC1922'THE MARK IS 1.5 M ABOVE THE GROUND.
 RC1922
 RC1922                          STATION RECOVERY (2004)
 RC1922
 RC1922'RECOVERY NOTE BY US POWER SQUADRON 2004 (PS)
 RC1922'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0043 ***********************************************************************
 NY0043  DESIGNATION -  E 72
 NY0043  PID         -  NY0043
 NY0043  STATE/COUNTY-  OR/LAKE
 NY0043  USGS QUAD   -  PAISLEY (1980)
 NY0043
 NY0043                         *CURRENT SURVEY CONTROL
 NY0043  ___________________________________________________________________
 NY0043* NAD 83(1986)-  42 38 20.     (N)    120 31 06.     (W)     SCALED    
 NY0043* NAVD 88     -      1333.599  (meters)    4375.32   (feet)  ADJUSTED  
 NY0043  ___________________________________________________________________
 NY0043  GEOID HEIGHT-         -20.64  (meters)                     GEOID03
 NY0043  DYNAMIC HT  -        1332.822 (meters)    4372.77  (feet)  COMP
 NY0043  MODELED GRAV-     979,991.5   (mgal)                       NAVD 88
 NY0043
 NY0043  VERT ORDER  -  SECOND    CLASS 0
 NY0043
 NY0043.The horizontal coordinates were scaled from a topographic map and have
 NY0043.an estimated accuracy of +/- 6 seconds.
 NY0043
 NY0043.The orthometric height was determined by differential leveling
 NY0043.and adjusted in June 1991.
 NY0043
 NY0043.The geoid height was determined by GEOID03.
 NY0043
 NY0043.The dynamic height is computed by dividing the NAVD 88
 NY0043.geopotential number by the normal gravity value computed on the
 NY0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0043.degrees latitude (g = 980.6199 gals.).
 NY0043
 NY0043.The modeled gravity was interpolated from observed gravity values.
 NY0043
 NY0043;                    North         East    Units  Estimated Accuracy
 NY0043;SPC OR S     -   108,000.    1,498,500.      MT  (+/- 180 meters Scaled)
 NY0043
 NY0043                          SUPERSEDED SURVEY CONTROL
 NY0043
 NY0043  NGVD 29 (??/??/92) 1332.418  (m)         4371.44   (f) ADJ UNCH    2 0
 NY0043
 NY0043.Superseded values are not recommended for survey control.
 NY0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0043.See file dsdata.txt to determine how the superseded data were derived.
 NY0043
 NY0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGN034237(NAD 83)
 NY0043_MARKER: DB = BENCH MARK DISK
 NY0043_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NY0043_SP_SET: CULVERT
 NY0043_STAMPING: E 72 1931
 NY0043_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NY0043
 NY0043  HISTORY     - Date     Condition        Report By
 NY0043  HISTORY     - 1931     MONUMENTED       CGS
 NY0043  HISTORY     - 1964     MARK NOT FOUND   NGS
 NY0043
 NY0043                          STATION DESCRIPTION
 NY0043
 NY0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 NY0043'4.5 MI S FROM PAISLEY.
 NY0043'ABOUT 4.5 MILES SOUTH ALONG THE FREMONT HIGHWAY (OREGON 31) FROM
 NY0043'PAISLEY, LAKE COUNTY, AT A CONCRETE CULVERT, AND IN THE NORTH END OF
 NY0043'THE EAST HEAD WALL.  A STANDARD DISK, STAMPED E 72 1931.
 NY0043
 NY0043                          STATION RECOVERY (1964)
 NY0043
 NY0043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 NY0043'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1947 ***********************************************************************
 RC1947  DESIGNATION -  E 721
 RC1947  PID         -  RC1947
 RC1947  STATE/COUNTY-  OR/SHERMAN
 RC1947  USGS QUAD   -  BIGGS JUNCTION (1994)
 RC1947
 RC1947                         *CURRENT SURVEY CONTROL
 RC1947  ___________________________________________________________________
 RC1947* NAD 83(1986)-  45 38 23.     (N)    120 46 52.     (W)     SCALED    
 RC1947* NAVD 88     -       243.615  (meters)     799.26   (feet)  ADJUSTED  
 RC1947  ___________________________________________________________________
 RC1947  GEOID HEIGHT-         -21.36  (meters)                     GEOID03
 RC1947  DYNAMIC HT  -         243.606 (meters)     799.23  (feet)  COMP
 RC1947  MODELED GRAV-     980,569.9   (mgal)                       NAVD 88
 RC1947
 RC1947  VERT ORDER  -  FIRST     CLASS II
 RC1947
 RC1947.The horizontal coordinates were scaled from a topographic map and have
 RC1947.an estimated accuracy of +/- 6 seconds.
 RC1947
 RC1947.The orthometric height was determined by differential leveling
 RC1947.and adjusted in June 1991.
 RC1947
 RC1947.The geoid height was determined by GEOID03.
 RC1947
 RC1947.The dynamic height is computed by dividing the NAVD 88
 RC1947.geopotential number by the normal gravity value computed on the
 RC1947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1947.degrees latitude (g = 980.6199 gals.).
 RC1947
 RC1947.The modeled gravity was interpolated from observed gravity values.
 RC1947
 RC1947;                    North         East    Units  Estimated Accuracy
 RC1947;SPC OR N     -   219,290.    2,478,090.      MT  (+/- 180 meters Scaled)
 RC1947
 RC1947                          SUPERSEDED SURVEY CONTROL
 RC1947
 RC1947.No superseded survey control is available for this station.
 RC1947
 RC1947_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR729564(NAD 83)
 RC1947_MARKER: DB = BENCH MARK DISK
 RC1947_SETTING: 66 = SET IN ROCK OUTCROP
 RC1947_SP_SET: ROCK OUTCROP
 RC1947_STAMPING: E 721 1987
 RC1947_MARK LOGO: NGS   
 RC1947_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RC1947+STABILITY: POSITION/ELEVATION WELL
 RC1947
 RC1947  HISTORY     - Date     Condition        Report By
 RC1947  HISTORY     - 1987     MONUMENTED       NGS
 RC1947
 RC1947                          STATION DESCRIPTION
 RC1947
 RC1947'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 RC1947'6.0 KM (3.75 MI) SOUTH FROM BIGGS.
 RC1947'6.0 KM (3.75 MI) SOUTH ALONG US HIGHWAY 97 FROM THE UNDERPASS OF THE
 RC1947'UNION PACIFIC RAILROAD IN BIGGS, 22.03 M (72.3 FT) NORTHEAST OF THE
 RC1947'CENTERLINE OF THE HIGHWAY, 7.92 M (26.0 FT) NORTH OF THE NORTH END OF
 RC1947'A GALVANIZED METAL CULVERT UNDER THE HIGHWAY, 2.22 M (7.3 FT)
 RC1947'SOUTHWEST OF A FENCE.
 RC1947'THE MARK IS 0.55 METERS  E FROM  A WITNESS POST
 RC1947'THE MARK IS 0.30 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1985 ***********************************************************************
 RC1985  DESIGNATION -  E 722
 RC1985  PID         -  RC1985
 RC1985  STATE/COUNTY-  OR/SHERMAN
 RC1985  USGS QUAD   -  GRASS VALLEY (1962)
 RC1985
 RC1985                         *CURRENT SURVEY CONTROL
 RC1985  ___________________________________________________________________
 RC1985* NAD 83(1986)-  45 19 23.     (N)    120 46 06.     (W)     SCALED    
 RC1985* NAVD 88     -       739.755  (meters)    2427.01   (feet)  ADJUSTED  
 RC1985  ___________________________________________________________________
 RC1985  GEOID HEIGHT-         -20.98  (meters)                     GEOID03
 RC1985  DYNAMIC HT  -         739.638 (meters)    2426.63  (feet)  COMP
 RC1985  MODELED GRAV-     980,433.9   (mgal)                       NAVD 88
 RC1985
 RC1985  VERT ORDER  -  FIRST     CLASS II
 RC1985
 RC1985.The horizontal coordinates were scaled from a topographic map and have
 RC1985.an estimated accuracy of +/- 6 seconds.
 RC1985
 RC1985.The orthometric height was determined by differential leveling
 RC1985.and adjusted in June 1991.
 RC1985
 RC1985.The geoid height was determined by GEOID03.
 RC1985
 RC1985.The dynamic height is computed by dividing the NAVD 88
 RC1985.geopotential number by the normal gravity value computed on the
 RC1985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1985.degrees latitude (g = 980.6199 gals.).
 RC1985
 RC1985.The modeled gravity was interpolated from observed gravity values.
 RC1985
 RC1985;                    North         East    Units  Estimated Accuracy
 RC1985;SPC OR N     -   184,100.    2,478,960.      MT  (+/- 180 meters Scaled)
 RC1985
 RC1985                          SUPERSEDED SURVEY CONTROL
 RC1985
 RC1985.No superseded survey control is available for this station.
 RC1985
 RC1985_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR748212(NAD 83)
 RC1985_MARKER: I = METAL ROD
 RC1985_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RC1985+WITH SETTING: INFORMATION.
 RC1985_SP_SET: SHALLOW-SET METAL ROD
 RC1985_STAMPING: E 722 1987
 RC1985_MARK LOGO: NGS   
 RC1985_PROJECTION: FLUSH
 RC1985_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RC1985_ROD/PIPE-DEPTH: 1.17 meters
 RC1985
 RC1985  HISTORY     - Date     Condition        Report By
 RC1985  HISTORY     - 1987     MONUMENTED       NGS
 RC1985
 RC1985                          STATION DESCRIPTION
 RC1985
 RC1985'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 RC1985'4.7 KM (2.90 MI) SOUTH FROM GRASS VALLEY.
 RC1985'4.7 KM (2.90 MI) SOUTH ALONG US HIGHWAY 97, FROM THE POST OFFICE IN
 RC1985'GRASS VALLEY, 14.57 M (47.8 FT) NORTHEAST OF THE HIGHWAY CENTERLINE,
 RC1985'1.03 M (3.4 FT) SOUTHWEST OF A FENCE.  ROD DRIVEN TO ABRUPT REFUSAL
 RC1985'AND ANCHORED.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 RC1985'LOGO CAP.
 RC1985'THE MARK IS 0.24 METERS  NW FROM  A WITNESS POST
 RC1985'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1478 ***********************************************************************
 RD1478  DESIGNATION -  E 723
 RD1478  PID         -  RD1478
 RD1478  STATE/COUNTY-  OR/MULTNOMAH
 RD1478  USGS QUAD   -  PORTLAND (1990)
 RD1478
 RD1478                         *CURRENT SURVEY CONTROL
 RD1478  ___________________________________________________________________
 RD1478* NAD 83(1986)-  45 31 22.     (N)    122 39 49.     (W)     SCALED    
 RD1478* NAVD 88     -        11.645  (meters)      38.21   (feet)  ADJUSTED  
 RD1478  ___________________________________________________________________
 RD1478  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 RD1478  DYNAMIC HT  -          11.645 (meters)      38.21  (feet)  COMP
 RD1478  MODELED GRAV-     980,625.7   (mgal)                       NAVD 88
 RD1478
 RD1478  VERT ORDER  -  FIRST     CLASS II
 RD1478
 RD1478.The horizontal coordinates were scaled from a topographic map and have
 RD1478.an estimated accuracy of +/- 6 seconds.
 RD1478
 RD1478.The orthometric height was determined by differential leveling
 RD1478.and adjusted in June 1991.
 RD1478
 RD1478.The geoid height was determined by GEOID03.
 RD1478
 RD1478.The dynamic height is computed by dividing the NAVD 88
 RD1478.geopotential number by the normal gravity value computed on the
 RD1478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1478.degrees latitude (g = 980.6199 gals.).
 RD1478
 RD1478.The modeled gravity was interpolated from observed gravity values.
 RD1478
 RD1478;                    North         East    Units  Estimated Accuracy
 RD1478;SPC OR N     -   208,520.    2,331,000.      MT  (+/- 180 meters Scaled)
 RD1478
 RD1478                          SUPERSEDED SURVEY CONTROL
 RD1478
 RD1478.No superseded survey control is available for this station.
 RD1478
 RD1478_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER262410(NAD 83)
 RD1478_MARKER: DB = BENCH MARK DISK
 RD1478_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RD1478_SP_SET: PIER
 RD1478_STAMPING: E 723 1987
 RD1478_MARK LOGO: NGS   
 RD1478_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RD1478+STABILITY: POSITION/ELEVATION WELL
 RD1478_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RD1478+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2006
 RD1478
 RD1478  HISTORY     - Date     Condition        Report By
 RD1478  HISTORY     - 1987     MONUMENTED       NGS
 RD1478  HISTORY     - 20040329 GOOD             USPSQD
 RD1478  HISTORY     - 20050612 GOOD             USPSQD
 RD1478  HISTORY     - 20060924 GOOD             USPSQD
 RD1478
 RD1478                          STATION DESCRIPTION
 RD1478
 RD1478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 RD1478'IN PORTLAND.
 RD1478'IN PORTLAND, AT THE INTERSECTION OF 2ND AVENUE AND BURNSIDE STREET,
 RD1478'SET VERTICALLY IN THE EAST FACE OF THE MOST SOUTHERN ONE OF TWO
 RD1478'COLUMS OF THE FIRST PIER WEST OF SOUTHEAST 2ND AVENUE OF THE BURNSIDE
 RD1478'STREET BRIDGE, 10.9 M (35.8 FT) WEST OF THE CENTER OF THE AVENUE, AND
 RD1478'7.0 M (23.0 FT) SOUTH OF THE CENTER OF THE STREET.
 RD1478'THE MARK IS 1.4 M ABOVE THE GROUND.
 RD1478
 RD1478                          STATION RECOVERY (2004)
 RD1478
 RD1478'RECOVERY NOTE BY US POWER SQUADRON 2004 (RHC)
 RD1478'MONUMENT WAS PAINTED OVER BY GRAFFATI MASKING PAINT, GENTLY SCRAPED TO
 RD1478'REMOVE WITH PLASTIC TOOL.
 RD1478
 RD1478                          STATION RECOVERY (2005)
 RD1478
 RD1478'RECOVERY NOTE BY US POWER SQUADRON 2005 (SAO)
 RD1478'RECOVERED IN GOOD CONDITION.
 RD1478
 RD1478                          STATION RECOVERY (2006)
 RD1478
 RD1478'RECOVERY NOTE BY US POWER SQUADRON 2006 (REC)
 RD1478'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1506 ***********************************************************************
 RD1506  DESIGNATION -  E 724
 RD1506  PID         -  RD1506
 RD1506  STATE/COUNTY-  OR/CLACKAMAS
 RD1506  USGS QUAD   -  CANBY (1985)
 RD1506
 RD1506                         *CURRENT SURVEY CONTROL
 RD1506  ___________________________________________________________________
 RD1506* NAD 83(1986)-  45 15 19.     (N)    122 42 25.     (W)     SCALED    
 RD1506* NAVD 88     -        39.933  (meters)     131.01   (feet)  ADJUSTED  
 RD1506  ___________________________________________________________________
 RD1506  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 RD1506  DYNAMIC HT  -          39.932 (meters)     131.01  (feet)  COMP
 RD1506  MODELED GRAV-     980,589.8   (mgal)                       NAVD 88
 RD1506
 RD1506  VERT ORDER  -  FIRST     CLASS II
 RD1506
 RD1506.The horizontal coordinates were scaled from a topographic map and have
 RD1506.an estimated accuracy of +/- 6 seconds.
 RD1506
 RD1506.The orthometric height was determined by differential leveling
 RD1506.and adjusted in June 1991.
 RD1506
 RD1506.The geoid height was determined by GEOID03.
 RD1506
 RD1506.The dynamic height is computed by dividing the NAVD 88
 RD1506.geopotential number by the normal gravity value computed on the
 RD1506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1506.degrees latitude (g = 980.6199 gals.).
 RD1506
 RD1506.The modeled gravity was interpolated from observed gravity values.
 RD1506
 RD1506;                    North         East    Units  Estimated Accuracy
 RD1506;SPC OR N     -   178,900.    2,326,800.      MT  (+/- 180 meters Scaled)
 RD1506
 RD1506                          SUPERSEDED SURVEY CONTROL
 RD1506
 RD1506.No superseded survey control is available for this station.
 RD1506
 RD1506_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER229113(NAD 83)
 RD1506_MARKER: DB = BENCH MARK DISK
 RD1506_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RD1506_SP_SET: ABUTMENT
 RD1506_STAMPING: E 724 1987
 RD1506_MARK LOGO: NGS   
 RD1506_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RD1506
 RD1506  HISTORY     - Date     Condition        Report By
 RD1506  HISTORY     - 1987     MONUMENTED       NGS
 RD1506  HISTORY     - 20070317 MARK NOT FOUND   USPSQD
 RD1506
 RD1506                          STATION DESCRIPTION
 RD1506
 RD1506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 RD1506'16.7 KM (10.40 MI) SW FROM OREGON CITY.
 RD1506'16.7 KM (10.40 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 99E FROM ITS
 RD1506'JUNCTION WITH INTERSTATE HIGHWAY 205 IN OREGON CITY, IN TOP OF AND
 RD1506'0.2 M (0.7 FT) SOUTHEAST OF THE NORTHWEST END OF THE NORTHEAST
 RD1506'ABUTMENT OF THE NORTHEASTBOUND HIGHWAY BRIDGE SPANNING THE MOLALLA
 RD1506'RIVER, 6.8 M (22.3 FT) NORTHWEST OF THE CENTERLINE OF THE
 RD1506'NORTHEASTBOUND LANES OF THE HIGHWAY, AT THE SOUTHWEST EDGE OF CANBY,
 RD1506'AND 5.7 M (18.7 FT) SOUTHEAST OF THE CENTERLINE OF THE SOUTHWESTBOUND
 RD1506'LANES OF THE HIGHWAY.
 RD1506'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 RD1506
 RD1506                          STATION RECOVERY (2007)
 RD1506
 RD1506'RECOVERY NOTE BY US POWER SQUADRON 2007 (RR)
 RD1506'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1447 ***********************************************************************
 QE1447  DESIGNATION -  E 725
 QE1447  PID         -  QE1447
 QE1447  STATE/COUNTY-  OR/MARION
 QE1447  USGS QUAD   -  SALEM EAST (1986)
 QE1447
 QE1447                         *CURRENT SURVEY CONTROL
 QE1447  ___________________________________________________________________
 QE1447* NAD 83(1986)-  44 57 29.     (N)    122 58 58.     (W)     SCALED    
 QE1447* NAVD 88     -        61.857  (meters)     202.94   (feet)  ADJUSTED  
 QE1447  ___________________________________________________________________
 QE1447  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 QE1447  DYNAMIC HT  -          61.854 (meters)     202.93  (feet)  COMP
 QE1447  MODELED GRAV-     980,572.7   (mgal)                       NAVD 88
 QE1447
 QE1447  VERT ORDER  -  FIRST     CLASS II
 QE1447
 QE1447.The horizontal coordinates were scaled from a topographic map and have
 QE1447.an estimated accuracy of +/- 6 seconds.
 QE1447
 QE1447.The orthometric height was determined by differential leveling
 QE1447.and adjusted in June 1991.
 QE1447
 QE1447.The geoid height was determined by GEOID03.
 QE1447
 QE1447.The dynamic height is computed by dividing the NAVD 88
 QE1447.geopotential number by the normal gravity value computed on the
 QE1447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1447.degrees latitude (g = 980.6199 gals.).
 QE1447
 QE1447.The modeled gravity was interpolated from observed gravity values.
 QE1447
 QE1447;                    North         East    Units  Estimated Accuracy
 QE1447;SPC OR N     -   146,510.    2,304,150.      MT  (+/- 180 meters Scaled)
 QE1447
 QE1447                          SUPERSEDED SURVEY CONTROL
 QE1447
 QE1447.No superseded survey control is available for this station.
 QE1447
 QE1447_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ013782(NAD 83)
 QE1447_MARKER: I = METAL ROD
 QE1447_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QE1447_SP_SET: STAINLESS STEEL ROD
 QE1447_STAMPING: E 725 1987
 QE1447_MARK LOGO: NGS   
 QE1447_PROJECTION: RECESSED 1 CENTIMETERS
 QE1447_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE1447_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QE1447+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2006
 QE1447_ROD/PIPE-DEPTH: 10.1 meters
 QE1447
 QE1447  HISTORY     - Date     Condition        Report By
 QE1447  HISTORY     - 1987     MONUMENTED       NGS
 QE1447  HISTORY     - 20011103 GOOD             USPSQD
 QE1447  HISTORY     - 20060218 GOOD             USPSQD
 QE1447
 QE1447                          STATION DESCRIPTION
 QE1447
 QE1447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QE1447'IN SALEM.
 QE1447'IN SALEM, AT THE JUNCTION OF LANCASTER DRIVE AND WOLVERINE STREET,
 QE1447'32.0 M (105.0 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF
 QE1447'THE DRIVE, 22.6 M (74.1 FT) WEST OF THE CENTER OF THE DRIVEWAY
 QE1447'LEADING TO THE KASER PERMANENTE MEDICAL OFFICE, 9.1 M (29.9 FT) SOUTH
 QE1447'OF THE CENTER OF THE STREET, 1.0 M (3.3 FT) WEST OF A UTILITY POLE,
 QE1447'AND 0.9 M (3.0 FT) SOUTH OF THE SOUTH EDGE OF A SIDEWALK.
 QE1447'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QE1447'THE MARK IS 0.3 M ABOVE THE STREET.
 QE1447
 QE1447                          STATION RECOVERY (2001)
 QE1447
 QE1447'RECOVERY NOTE BY US POWER SQUADRON 2001 (MAC)
 QE1447'RECOVERED IN GOOD CONDITION.
 QE1447
 QE1447                          STATION RECOVERY (2006)
 QE1447
 QE1447'RECOVERY NOTE BY US POWER SQUADRON 2006 (RJH)
 QE1447'LOGO CAP IS UNDER 2 INCHES OF SOD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1527 ***********************************************************************
 QE1527  DESIGNATION -  E 726
 QE1527  PID         -  QE1527
 QE1527  STATE/COUNTY-  OR/LINCOLN
 QE1527  USGS QUAD   -  NEWPORT NORTH (1984)
 QE1527
 QE1527                         *CURRENT SURVEY CONTROL
 QE1527  ___________________________________________________________________
 QE1527* NAD 83(1986)-  44 38 03.     (N)    124 01 07.     (W)     SCALED    
 QE1527* NAVD 88     -        83.477  (meters)     273.87   (feet)  ADJUSTED  
 QE1527  ___________________________________________________________________
 QE1527  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 QE1527  DYNAMIC HT  -          83.474 (meters)     273.86  (feet)  COMP
 QE1527  MODELED GRAV-     980,581.2   (mgal)                       NAVD 88
 QE1527
 QE1527  VERT ORDER  -  FIRST     CLASS II
 QE1527
 QE1527.The horizontal coordinates were scaled from a topographic map and have
 QE1527.an estimated accuracy of +/- 6 seconds.
 QE1527
 QE1527.The orthometric height was determined by differential leveling
 QE1527.and adjusted in June 1991.
 QE1527
 QE1527.The geoid height was determined by GEOID03.
 QE1527
 QE1527.The dynamic height is computed by dividing the NAVD 88
 QE1527.geopotential number by the normal gravity value computed on the
 QE1527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1527.degrees latitude (g = 980.6199 gals.).
 QE1527
 QE1527.The modeled gravity was interpolated from observed gravity values.
 QE1527
 QE1527;                    North         East    Units  Estimated Accuracy
 QE1527;SPC OR N     -   113,590.    2,220,920.      MT  (+/- 180 meters Scaled)
 QE1527
 QE1527                          SUPERSEDED SURVEY CONTROL
 QE1527
 QE1527.No superseded survey control is available for this station.
 QE1527
 QE1527_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ192428(NAD 83)
 QE1527_MARKER: I = METAL ROD
 QE1527_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QE1527_SP_SET: STAINLESS STEEL ROD
 QE1527_STAMPING: E 726 1987
 QE1527_MARK LOGO: NGS   
 QE1527_PROJECTION: FLUSH
 QE1527_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE1527_ROD/PIPE-DEPTH: 7.9  meters
 QE1527
 QE1527  HISTORY     - Date     Condition        Report By
 QE1527  HISTORY     - 1987     MONUMENTED       NGS
 QE1527  HISTORY     - 1987     GOOD             USPSQD
 QE1527
 QE1527                          STATION DESCRIPTION
 QE1527
 QE1527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QE1527'2.8 KM (1.75 MI) EAST FROM NEWPORT.
 QE1527'2.8 KM (1.75 MI) EASTERLY ALONG U.S. HIGHWAY 20 FROM ITS JUNCTION WITH
 QE1527'U.S. HIGHWAY 101 IN NEWPORT, 17.0 M (55.8 FT) SOUTH OF THE CENTER OF
 QE1527'THE HIGHWAY, AND 15.8 M (51.8 FT) EAST OF THE CENTER OF BENSON ROAD.
 QE1527'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QE1527'THE MARK IS 0.3 METERS  NNE FROM  A WITNESS POST
 QE1527'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 QE1527
 QE1527                          STATION RECOVERY (1987)
 QE1527
 QE1527'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWE)
 QE1527'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1544 ***********************************************************************
 QE1544  DESIGNATION -  E 727
 QE1544  PID         -  QE1544
 QE1544  STATE/COUNTY-  OR/LINCOLN
 QE1544  USGS QUAD   -  EDDYVILLE (1984)
 QE1544
 QE1544                         *CURRENT SURVEY CONTROL
 QE1544  ___________________________________________________________________
 QE1544* NAD 83(1986)-  44 39 27.     (N)    123 50 24.     (W)     SCALED    
 QE1544* NAVD 88     -        22.136  (meters)      72.62   (feet)  ADJUSTED  
 QE1544  ___________________________________________________________________
 QE1544  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 QE1544  DYNAMIC HT  -          22.136 (meters)      72.62  (feet)  COMP
 QE1544  MODELED GRAV-     980,612.5   (mgal)                       NAVD 88
 QE1544
 QE1544  VERT ORDER  -  FIRST     CLASS II
 QE1544
 QE1544.The horizontal coordinates were scaled from a topographic map and have
 QE1544.an estimated accuracy of +/- 6 seconds.
 QE1544
 QE1544.The orthometric height was determined by differential leveling
 QE1544.and adjusted in June 1991.
 QE1544
 QE1544.The geoid height was determined by GEOID03.
 QE1544
 QE1544.The dynamic height is computed by dividing the NAVD 88
 QE1544.geopotential number by the normal gravity value computed on the
 QE1544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1544.degrees latitude (g = 980.6199 gals.).
 QE1544
 QE1544.The modeled gravity was interpolated from observed gravity values.
 QE1544
 QE1544;                    North         East    Units  Estimated Accuracy
 QE1544;SPC OR N     -   115,580.    2,235,180.      MT  (+/- 180 meters Scaled)
 QE1544
 QE1544                          SUPERSEDED SURVEY CONTROL
 QE1544
 QE1544.No superseded survey control is available for this station.
 QE1544
 QE1544_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ334452(NAD 83)
 QE1544_MARKER: DB = BENCH MARK DISK
 QE1544_SETTING: 66 = SET IN ROCK OUTCROP
 QE1544_SP_SET: BEDROCK
 QE1544_STAMPING: E 727 1987
 QE1544_MARK LOGO: NGS   
 QE1544_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QE1544+STABILITY: POSITION/ELEVATION WELL
 QE1544
 QE1544  HISTORY     - Date     Condition        Report By
 QE1544  HISTORY     - 1987     MONUMENTED       NGS
 QE1544  HISTORY     - 1987     GOOD             USPSQD
 QE1544
 QE1544                          STATION DESCRIPTION
 QE1544
 QE1544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QE1544'23.2 KM (14.40 MI) EAST FROM NEWPORT.
 QE1544'23.2 KM (14.40 MI) EASTERLY ALONG U.S. HIGHWAY 20 FROM ITS JUNCTION
 QE1544'WITH U.S. HIGHWAY 101 IN NEWPORT, SET VERTICALLY IN THE SOUTHEAST
 QE1544'FACE OF AN EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 32.3 M
 QE1544'(106.0 FT) SOUTHWEST OF THE NORTHEAST END OF THE BEDROCK, AND 7.9 M
 QE1544'(25.9 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 QE1544'THE MARK IS 1.3 METERS  NE FROM  A WITNESS POST
 QE1544'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 QE1544
 QE1544                          STATION RECOVERY (1987)
 QE1544
 QE1544'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWE)
 QE1544'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1486 ***********************************************************************
 QE1486  DESIGNATION -  E 728
 QE1486  PID         -  QE1486
 QE1486  STATE/COUNTY-  OR/LINN
 QE1486  USGS QUAD   -  HALSEY (1969)
 QE1486
 QE1486                         *CURRENT SURVEY CONTROL
 QE1486  ___________________________________________________________________
 QE1486* NAD 83(1986)-  44 26 23.     (N)    123 06 31.     (W)     SCALED    
 QE1486* NAVD 88     -        81.520  (meters)     267.45   (feet)  ADJUSTED  
 QE1486  ___________________________________________________________________
 QE1486  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 QE1486  DYNAMIC HT  -          81.513 (meters)     267.43  (feet)  COMP
 QE1486  MODELED GRAV-     980,530.5   (mgal)                       NAVD 88
 QE1486
 QE1486  VERT ORDER  -  FIRST     CLASS II
 QE1486
 QE1486.The horizontal coordinates were scaled from a topographic map and have
 QE1486.an estimated accuracy of +/- 6 seconds.
 QE1486
 QE1486.The orthometric height was determined by differential leveling
 QE1486.and adjusted in June 1991.
 QE1486
 QE1486.The geoid height was determined by GEOID03.
 QE1486
 QE1486.The dynamic height is computed by dividing the NAVD 88
 QE1486.geopotential number by the normal gravity value computed on the
 QE1486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1486.degrees latitude (g = 980.6199 gals.).
 QE1486
 QE1486.The modeled gravity was interpolated from observed gravity values.
 QE1486
 QE1486;                    North         East    Units  Estimated Accuracy
 QE1486;SPC OR N     -    89,260.    2,292,370.      MT  (+/- 180 meters Scaled)
 QE1486
 QE1486                          SUPERSEDED SURVEY CONTROL
 QE1486
 QE1486.No superseded survey control is available for this station.
 QE1486
 QE1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ913207(NAD 83)
 QE1486_MARKER: I = METAL ROD
 QE1486_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QE1486_SP_SET: STAINLESS STEEL ROD
 QE1486_STAMPING: E 728 1987
 QE1486_MARK LOGO: NGS   
 QE1486_PROJECTION: FLUSH
 QE1486_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE1486_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QE1486+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2006
 QE1486_ROD/PIPE-DEPTH: 6.7  meters
 QE1486
 QE1486  HISTORY     - Date     Condition        Report By
 QE1486  HISTORY     - 1987     MONUMENTED       NGS
 QE1486  HISTORY     - 20060527 GOOD             USPSQD
 QE1486
 QE1486                          STATION DESCRIPTION
 QE1486
 QE1486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QE1486'21.8 KM (13.55 MI) SOUTH FROM ALBANY.
 QE1486'21.8 KM (13.55 MI) SOUTHERLY ALONG STATE HIGHWAY 99E FROM THE SOUTHERN
 QE1486'PACIFIC RAILROAD STATION IN ALBANY, 138.2 M (453.4 FT) EAST OF THE
 QE1486'CENTERLINE OF THE HIGHWAY, 41.2 M (135.2 FT) WEST OF THE NEAR RAIL OF
 QE1486'THE SOUTHERN PACIFIC RAILROAD, AND 6.0 M (19.7 FT) NORTH OF THE
 QE1486'CENTER OF PUGH DAIRY DRIVE. NOTE--ACCESS TO DATUM POINT IS HAD
 QE1486'THROUGH A 5-INCH LOGO CAP.
 QE1486'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 QE1486'THE MARK IS ABOVE LEVEL WITH THE DRIVE.
 QE1486
 QE1486                          STATION RECOVERY (2006)
 QE1486
 QE1486'RECOVERY NOTE BY US POWER SQUADRON 2006
 QE1486'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1400 ***********************************************************************
 QD1400  DESIGNATION -  E 729
 QD1400  PID         -  QD1400
 QD1400  STATE/COUNTY-  OR/WASCO
 QD1400  USGS QUAD   -  ARRASTRA BUTTE (1987)
 QD1400
 QD1400                         *CURRENT SURVEY CONTROL
 QD1400  ___________________________________________________________________
 QD1400* NAD 83(1986)-  44 51 25.     (N)    120 36 16.     (W)     SCALED    
 QD1400* NAVD 88     -      1070.916  (meters)    3513.50   (feet)  ADJUSTED  
 QD1400  ___________________________________________________________________
 QD1400  GEOID HEIGHT-         -20.43  (meters)                     GEOID03
 QD1400  DYNAMIC HT  -        1070.624 (meters)    3512.54  (feet)  COMP
 QD1400  MODELED GRAV-     980,307.0   (mgal)                       NAVD 88
 QD1400
 QD1400  VERT ORDER  -  FIRST     CLASS II
 QD1400
 QD1400.The horizontal coordinates were scaled from a topographic map and have
 QD1400.an estimated accuracy of +/- 6 seconds.
 QD1400
 QD1400.The orthometric height was determined by differential leveling
 QD1400.and adjusted in June 1991.
 QD1400
 QD1400.The geoid height was determined by GEOID03.
 QD1400
 QD1400.The dynamic height is computed by dividing the NAVD 88
 QD1400.geopotential number by the normal gravity value computed on the
 QD1400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1400.degrees latitude (g = 980.6199 gals.).
 QD1400
 QD1400.The modeled gravity was interpolated from observed gravity values.
 QD1400
 QD1400;                    North         East    Units  Estimated Accuracy
 QD1400;SPC OR N     -   132,270.    2,491,750.      MT  (+/- 180 meters Scaled)
 QD1400
 QD1400                          SUPERSEDED SURVEY CONTROL
 QD1400
 QD1400.No superseded survey control is available for this station.
 QD1400
 QD1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ892698(NAD 83)
 QD1400_MARKER: I = METAL ROD
 QD1400_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QD1400_SP_SET: STAINLESS STEEL ROD
 QD1400_STAMPING: E 729 1987
 QD1400_MARK LOGO: NGS   
 QD1400_PROJECTION: FLUSH
 QD1400_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QD1400_ROD/PIPE-DEPTH: 3.44 meters
 QD1400
 QD1400  HISTORY     - Date     Condition        Report By
 QD1400  HISTORY     - 1987     MONUMENTED       NGS
 QD1400
 QD1400                          STATION DESCRIPTION
 QD1400
 QD1400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QD1400'14.8 KM (9.20 MI) SE FROM ANTELOPE.
 QD1400'6.0 KM (3.75 MI) EAST ALONG STATE HIGHWAY 218 FROM THE POST OFFICE IN
 QD1400'ANTELOPE, THENCE 4.6 KM (2.85 MI) SOUTH ALONG COLD CAMP ROAD, THENCE
 QD1400'4.4 KM (2.75 MI) SOUTHEAST ALONG MUDDY ROAD, 50.7 M (166.3 FT) EAST
 QD1400'AND ACROSS THE ROAD FROM A TELEPHONE BOX, 9.6 M (31.5 FT) SOUTHEAST
 QD1400'OF THE CENTER OF THE ROAD, 4.11 M (13.5 FT) NORTHWEST OF AN ELECTRIC
 QD1400'FENCE.   NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 QD1400'CAP.
 QD1400'THE MARK IS 0.36 METERS  W FROM  A WITNESS POST
 QD1400'THE MARK IS 0.6 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0590 ***********************************************************************
 PB0590  DESIGNATION -  E 73
 PB0590  PID         -  PB0590
 PB0590  STATE/COUNTY-  OR/LAKE
 PB0590  USGS QUAD   -  EGLI RIM (1982)
 PB0590
 PB0590                         *CURRENT SURVEY CONTROL
 PB0590  ___________________________________________________________________
 PB0590* NAD 83(1986)-  43 02 53.     (N)    120 48 01.     (W)     SCALED    
 PB0590* NAVD 88     -      1473.713  (meters)    4835.01   (feet)  ADJUSTED  
 PB0590  ___________________________________________________________________
 PB0590  GEOID HEIGHT-         -20.55  (meters)                     GEOID03
 PB0590  DYNAMIC HT  -        1472.892 (meters)    4832.31  (feet)  COMP
 PB0590  MODELED GRAV-     980,011.3   (mgal)                       NAVD 88
 PB0590
 PB0590  VERT ORDER  -  SECOND    CLASS 0
 PB0590
 PB0590.The horizontal coordinates were scaled from a topographic map and have
 PB0590.an estimated accuracy of +/- 6 seconds.
 PB0590
 PB0590.The orthometric height was determined by differential leveling
 PB0590.and adjusted in June 1991.
 PB0590
 PB0590.The geoid height was determined by GEOID03.
 PB0590
 PB0590.The dynamic height is computed by dividing the NAVD 88
 PB0590.geopotential number by the normal gravity value computed on the
 PB0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0590.degrees latitude (g = 980.6199 gals.).
 PB0590
 PB0590.The modeled gravity was interpolated from observed gravity values.
 PB0590
 PB0590;                    North         East    Units  Estimated Accuracy
 PB0590;SPC OR S     -   153,490.    1,475,540.      MT  (+/- 180 meters Scaled)
 PB0590
 PB0590                          SUPERSEDED SURVEY CONTROL
 PB0590
 PB0590  NGVD 29 (??/??/92) 1472.492  (m)         4831.00   (f) ADJ UNCH    2 0
 PB0590
 PB0590.Superseded values are not recommended for survey control.
 PB0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0590.See file dsdata.txt to determine how the superseded data were derived.
 PB0590
 PB0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFN791685(NAD 83)
 PB0590_MARKER: DD = SURVEY DISK
 PB0590_SETTING: 66 = SET IN ROCK OUTCROP
 PB0590_SP_SET: BEDROCK
 PB0590_STAMPING: E 73 1931
 PB0590_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PB0590+STABILITY: POSITION/ELEVATION WELL
 PB0590
 PB0590  HISTORY     - Date     Condition        Report By
 PB0590  HISTORY     - 1931     MONUMENTED       ORDT
 PB0590  HISTORY     - 1931     GOOD             NGS
 PB0590
 PB0590                          STATION DESCRIPTION
 PB0590
 PB0590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 PB0590'15.1 MI SE FROM SILVER LAKE.
 PB0590'ABOUT 15.1 MILES SOUTHEAST ALONG THE FREMONT HIGHWAY (OREGON 31) FROM
 PB0590'SILVER LAKE, LAKE COUNTY, ABOUT 6.2 MILES NORTH OF SUMMER LAKE, AT
 PB0590'PICTURE ROCK PASS, 100 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 PB0590'AT THE SOUTH EDGE OF THE OLD ROADWAY, AND IN BEDROCK NEAR THE BASE OF
 PB0590'THE PICTURE ROCKS.  AN OREGON STATE HIGHWAY DEPARTMENT STANDARD DISK,
 PB0590'STAMPED E 73 1931.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1424 ***********************************************************************
 QD1424  DESIGNATION -  E 730
 QD1424  PID         -  QD1424
 QD1424  STATE/COUNTY-  OR/WHEELER
 QD1424  USGS QUAD   -  MUDDY RANCH (1987)
 QD1424
 QD1424                         *CURRENT SURVEY CONTROL
 QD1424  ___________________________________________________________________
 QD1424* NAD 83(1986)-  44 45 17.     (N)    120 23 06.     (W)     SCALED    
 QD1424* NAVD 88     -       453.368  (meters)    1487.42   (feet)  ADJUSTED  
 QD1424  ___________________________________________________________________
 QD1424  GEOID HEIGHT-         -20.50  (meters)                     GEOID03
 QD1424  DYNAMIC HT  -         453.273 (meters)    1487.11  (feet)  COMP
 QD1424  MODELED GRAV-     980,394.5   (mgal)                       NAVD 88
 QD1424
 QD1424  VERT ORDER  -  FIRST     CLASS II
 QD1424
 QD1424.The horizontal coordinates were scaled from a topographic map and have
 QD1424.an estimated accuracy of +/- 6 seconds.
 QD1424
 QD1424.The orthometric height was determined by differential leveling
 QD1424.and adjusted in June 1991.
 QD1424
 QD1424.The geoid height was determined by GEOID03.
 QD1424
 QD1424.The dynamic height is computed by dividing the NAVD 88
 QD1424.geopotential number by the normal gravity value computed on the
 QD1424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1424.degrees latitude (g = 980.6199 gals.).
 QD1424
 QD1424.The modeled gravity was interpolated from observed gravity values.
 QD1424
 QD1424;                    North         East    Units  Estimated Accuracy
 QD1424;SPC OR N     -   120,910.    2,509,110.      MT  (+/- 180 meters Scaled)
 QD1424
 QD1424                          SUPERSEDED SURVEY CONTROL
 QD1424
 QD1424.No superseded survey control is available for this station.
 QD1424
 QD1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGQ069590(NAD 83)
 QD1424_MARKER: DB = BENCH MARK DISK
 QD1424_SETTING: 66 = SET IN ROCK OUTCROP
 QD1424_SP_SET: ROCK OUTCROP
 QD1424_STAMPING: E 730 1987
 QD1424_MARK LOGO: NGS   
 QD1424_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QD1424+STABILITY: POSITION/ELEVATION WELL
 QD1424
 QD1424  HISTORY     - Date     Condition        Report By
 QD1424  HISTORY     - 1987     MONUMENTED       NGS
 QD1424
 QD1424                          STATION DESCRIPTION
 QD1424
 QD1424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QD1424'33.3 KM (20.70 MI) NW FROM MITCHELL.
 QD1424'5.5 KM (3.40 MI) WEST ALONG US HIGHWAY 26 FROM THE JUNCTION OF STATE
 QD1424'HIGHWAY 207 IN MITCHELL, THENCE 27.8 KM (17.25 MI) NORTHWEST ALONG
 QD1424'BRIDGE CREEK ROAD, 10.7 M (35.1 FT) SOUTHWEST OF THE ROAD CENTER.
 QD1424'THE MARK IS 0.91 METERS  N FROM  A WITNESS POST
 QD1424'THE MARK IS 1.52 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0851 ***********************************************************************
 QC0851  DESIGNATION -  E 731
 QC0851  PID         -  QC0851
 QC0851  STATE/COUNTY-  OR/WHEELER
 QC0851  USGS QUAD   -  TUBB SPRING (1990)
 QC0851
 QC0851                         *CURRENT SURVEY CONTROL
 QC0851  ___________________________________________________________________
 QC0851* NAD 83(1986)-  44 33 28.     (N)    119 51 00.     (W)     SCALED    
 QC0851* NAVD 88     -      1085.241  (meters)    3560.49   (feet)  ADJUSTED  
 QC0851  ___________________________________________________________________
 QC0851  GEOID HEIGHT-         -19.19  (meters)                     GEOID03
 QC0851  DYNAMIC HT  -        1084.867 (meters)    3559.27  (feet)  COMP
 QC0851  MODELED GRAV-     980,236.2   (mgal)                       NAVD 88
 QC0851
 QC0851  VERT ORDER  -  FIRST     CLASS II
 QC0851
 QC0851.The horizontal coordinates were scaled from a topographic map and have
 QC0851.an estimated accuracy of +/- 6 seconds.
 QC0851
 QC0851.The orthometric height was determined by differential leveling
 QC0851.and adjusted in June 1991.
 QC0851
 QC0851.The geoid height was determined by GEOID03.
 QC0851
 QC0851.The dynamic height is computed by dividing the NAVD 88
 QC0851.geopotential number by the normal gravity value computed on the
 QC0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0851.degrees latitude (g = 980.6199 gals.).
 QC0851
 QC0851.The modeled gravity was interpolated from observed gravity values.
 QC0851
 QC0851;                    North         East    Units  Estimated Accuracy
 QC0851;SPC OR N     -    99,230.    2,551,640.      MT  (+/- 180 meters Scaled)
 QC0851
 QC0851                          SUPERSEDED SURVEY CONTROL
 QC0851
 QC0851.No superseded survey control is available for this station.
 QC0851
 QC0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKK736377(NAD 83)
 QC0851_MARKER: DV = VERTICAL CONTROL DISK
 QC0851_SETTING: 66 = SET IN ROCK OUTCROP
 QC0851_SP_SET: IN A DRILL HOLE IN BEDROCK
 QC0851_STAMPING: E 731 1987
 QC0851_MARK LOGO: NGS   
 QC0851_MAGNETIC: N = NO MAGNETIC MATERIAL
 QC0851_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QC0851+STABILITY: POSITION/ELEVATION WELL
 QC0851_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QC0851+SATELLITE: SATELLITE OBSERVATIONS - 1987
 QC0851
 QC0851  HISTORY     - Date     Condition        Report By
 QC0851  HISTORY     - 1987     MONUMENTED       NGS
 QC0851
 QC0851                          STATION DESCRIPTION
 QC0851
 QC0851'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QC0851'31.6 KM (19.65 MI) EASTERLY ALONG U.S. HIGHWAY 26 FROM THE JUNCTION OF
 QC0851'STATE HIGHWAY 207 IN MITCHELL, NEAR THE CENTER OF AN EXPOSED AREA OF
 QC0851'BEDROCK IN A HIGHWAY CUT, 6.8 M (22.3 FT) NORTHWEST OF THE CENTERLINE
 QC0851'OF THE HIGHWAY, 4.4 M (14.4 FT) WEST OF A WITNESS POST, AND 0.6 M
 QC0851'(2.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1514 ***********************************************************************
 QE1514  DESIGNATION -  E 732
 QE1514  PID         -  QE1514
 QE1514  STATE/COUNTY-  OR/LANE
 QE1514  USGS QUAD   -  EUGENE WEST (1986)
 QE1514
 QE1514                         *CURRENT SURVEY CONTROL
 QE1514  ___________________________________________________________________
 QE1514* NAD 83(1986)-  44 03 55.     (N)    123 08 23.     (W)     SCALED    
 QE1514* NAVD 88     -       122.944  (meters)     403.36   (feet)  ADJUSTED  
 QE1514  ___________________________________________________________________
 QE1514  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 QE1514  DYNAMIC HT  -         122.928 (meters)     403.31  (feet)  COMP
 QE1514  MODELED GRAV-     980,482.6   (mgal)                       NAVD 88
 QE1514
 QE1514  VERT ORDER  -  FIRST     CLASS II
 QE1514
 QE1514.The horizontal coordinates were scaled from a topographic map and have
 QE1514.an estimated accuracy of +/- 6 seconds.
 QE1514
 QE1514.The orthometric height was determined by differential leveling
 QE1514.and adjusted in June 1991.
 QE1514
 QE1514.The geoid height was determined by GEOID03.
 QE1514
 QE1514.The dynamic height is computed by dividing the NAVD 88
 QE1514.geopotential number by the normal gravity value computed on the
 QE1514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1514.degrees latitude (g = 980.6199 gals.).
 QE1514
 QE1514.The modeled gravity was interpolated from observed gravity values.
 QE1514
 QE1514;                    North         East    Units  Estimated Accuracy
 QE1514;SPC OR S     -   269,790.    1,288,540.      MT  (+/- 180 meters Scaled)
 QE1514
 QE1514                          SUPERSEDED SURVEY CONTROL
 QE1514
 QE1514.No superseded survey control is available for this station.
 QE1514
 QE1514_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP888791(NAD 83)
 QE1514_MARKER: I = METAL ROD
 QE1514_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QE1514_SP_SET: STAINLESS STEEL ROD
 QE1514_STAMPING: E 732 1987
 QE1514_MARK LOGO: NGS   
 QE1514_PROJECTION: FLUSH
 QE1514_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QE1514+STABILITY: POSITION/ELEVATION WELL
 QE1514_ROD/PIPE-DEPTH: 7.2  meters
 QE1514
 QE1514  HISTORY     - Date     Condition        Report By
 QE1514  HISTORY     - 1987     MONUMENTED       NGS
 QE1514
 QE1514                          STATION DESCRIPTION
 QE1514
 QE1514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QE1514'IN EUGENE.
 QE1514'IN EUGENE, AT THE JUNCTION OF ELMIRE ROAD AND IOWA STREET, 16.9 M
 QE1514'(55.4 FT) SOUTH OF THE CENTER OF THE ROAD, 9.3 M (30.5 FT) NORTH OF
 QE1514'THE CENTER OF A CONCRETE DRIVEWAY, 8.1 M (26.6 FT) EAST OF THE
 QE1514'NORTHEAST CORNER OF A HOUSE AT 2906 ELMIRE ROAD, 4.7 M (15.4 FT) WEST
 QE1514'OF THE CENTER OF THE STREET, AND 0.7 M (2.3 FT) SOUTH OF UTILITY POLE
 QE1514'NUMBER 394 5892. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 QE1514'LOGO CAP.
 QE1514'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1640 ***********************************************************************
 QE1640  DESIGNATION -  E 733
 QE1640  PID         -  QE1640
 QE1640  STATE/COUNTY-  OR/LANE
 QE1640  USGS QUAD   -  VIDA (1988)
 QE1640
 QE1640                         *CURRENT SURVEY CONTROL
 QE1640  ___________________________________________________________________
 QE1640* NAD 83(1986)-  44 08 19.     (N)    122 33 16.     (W)     SCALED    
 QE1640* NAVD 88     -       245.179  (meters)     804.39   (feet)  ADJUSTED  
 QE1640  ___________________________________________________________________
 QE1640  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 QE1640  DYNAMIC HT  -         245.128 (meters)     804.22  (feet)  COMP
 QE1640  MODELED GRAV-     980,408.4   (mgal)                       NAVD 88
 QE1640
 QE1640  VERT ORDER  -  FIRST     CLASS II
 QE1640
 QE1640.The horizontal coordinates were scaled from a topographic map and have
 QE1640.an estimated accuracy of +/- 6 seconds.
 QE1640
 QE1640.The orthometric height was determined by differential leveling
 QE1640.and adjusted in June 1991.
 QE1640
 QE1640.The geoid height was determined by GEOID03.
 QE1640
 QE1640.The dynamic height is computed by dividing the NAVD 88
 QE1640.geopotential number by the normal gravity value computed on the
 QE1640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1640.degrees latitude (g = 980.6199 gals.).
 QE1640
 QE1640.The modeled gravity was interpolated from observed gravity values.
 QE1640
 QE1640;                    North         East    Units  Estimated Accuracy
 QE1640;SPC OR S     -   276,620.    1,335,620.      MT  (+/- 180 meters Scaled)
 QE1640
 QE1640                          SUPERSEDED SURVEY CONTROL
 QE1640
 QE1640.No superseded survey control is available for this station.
 QE1640
 QE1640_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP356873(NAD 83)
 QE1640_MARKER: DB = BENCH MARK DISK
 QE1640_SETTING: 66 = SET IN ROCK OUTCROP
 QE1640_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 QE1640_STAMPING: E 733 1987
 QE1640_MARK LOGO: NGS   
 QE1640_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QE1640+STABILITY: POSITION/ELEVATION WELL
 QE1640_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QE1640+SATELLITE: SATELLITE OBSERVATIONS - February 11, 1991
 QE1640
 QE1640  HISTORY     - Date     Condition        Report By
 QE1640  HISTORY     - 1987     MONUMENTED       NGS
 QE1640  HISTORY     - 19910211 SEE DESCRIPTION  NGS
 QE1640
 QE1640                          STATION DESCRIPTION
 QE1640
 QE1640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QE1640'37.0 KM (23.00 MI) WEST FROM MCKENZIE BRIDGE.
 QE1640'37.0 KM (23.00 MI) WESTERLY ALONG STATE HIGHWAY 126 FROM ITS JUNCTION
 QE1640'WITH TAYLOR ROAD IN MCKENZIE BRIDGE, IN THE SOUTHEAST ONE THIRD OF A
 QE1640'5 BY 34 FOOT EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 1.6 KM
 QE1640'(1.00 MI) SOUTHEAST OF A HIGHWAY BRIDGE, 27.6 M (90.6 FT)
 QE1640'EAST-NORTHEST OF UTILITY POLE NUMBER 10700, 15.1 M (49.5 FT)
 QE1640'SOUTHEAST OF THE CENTER OF A DRIVEWAY LEADING NORTHWEST TO A HOUSE,
 QE1640'10.1 M (33.1 FT) SOUTHEAST OF THE NORTHWEST END OF THE BEDROCK, AND
 QE1640'6.5 M (21.3 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 QE1640'THE MARK IS 0.8 METERS  SE FROM  A WITNESS POST
 QE1640'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 QE1640
 QE1640                          STATION RECOVERY (1991)
 QE1640
 QE1640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 QE1640'RECOVERED IN GOOD CONDITION.  HOWEVER THE MARK WILL SOON BE
 QE1640'DESTROYED BY ROAD CONSTRUCTION.  A RESET MARK WAS SET NEARBY.
 QE1640'DESCRIBED BY L.L. RIGGERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2677 ***********************************************************************
 QE2677  DESIGNATION -  E 733 RESET
 QE2677  PID         -  QE2677
 QE2677  STATE/COUNTY-  OR/LANE
 QE2677  USGS QUAD   -  VIDA (1988)
 QE2677
 QE2677                         *CURRENT SURVEY CONTROL
 QE2677  ___________________________________________________________________
 QE2677* NAD 83(1986)-  44 08 19.     (N)    122 33 16.     (W)     SCALED    
 QE2677* NAVD 88     -       244.66   (meters)     802.7    (feet)  RESET     
 QE2677  ___________________________________________________________________
 QE2677  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 QE2677  VERT ORDER  -  THIRD
 QE2677
 QE2677.The horizontal coordinates were scaled from a topographic map and have
 QE2677.an estimated accuracy of +/- 6 seconds.
 QE2677
 QE2677.The orthometric height was computed from unverified reset data.
 QE2677.No vertical observational check was made to the station.
 QE2677
 QE2677.The geoid height was determined by GEOID03.
 QE2677
 QE2677;                    North         East    Units  Estimated Accuracy
 QE2677;SPC OR S     -   276,620.    1,335,620.      MT  (+/- 180 meters Scaled)
 QE2677
 QE2677                          SUPERSEDED SURVEY CONTROL
 QE2677
 QE2677.No superseded survey control is available for this station.
 QE2677
 QE2677_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP356873(NAD 83)
 QE2677_MARKER: DB = BENCH MARK DISK
 QE2677_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QE2677_SP_SET: SIDEWALK
 QE2677_STAMPING: E 733 1989
 QE2677_MARK LOGO: NGS   
 QE2677_MAGNETIC: N = NO MAGNETIC MATERIAL
 QE2677_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE2677_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QE2677+SATELLITE: SATELLITE OBSERVATIONS - 1989
 QE2677
 QE2677  HISTORY     - Date     Condition        Report By
 QE2677  HISTORY     - 1989     MONUMENTED       NGS
 QE2677
 QE2677                          STATION DESCRIPTION
 QE2677
 QE2677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 QE2677'TO REACH FROM THE VIDA POST OFFICE GO EAST ON THE MCKENZIE RIVER
 QE2677'HIGHWAY FOR 1.15 MILES TO THE MARK ON THE LEFT.  IT IS 52.5 FEET
 QE2677'SOUTH OF THE CENTERLINE OF THE ROAD AND ABOUT 15 FEET EAST OF THE
 QE2677'CENTERLINE OF DRIVEWAY LEADING TO 46090 MCKENZIE RIVER HIGHWAY.  IT
 QE2677'IS SET INTO A DRILL HOLE IN THE SIDEWALK LEADING TO THE HOUSE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1664 ***********************************************************************
 QE1664  DESIGNATION -  E 734
 QE1664  PID         -  QE1664
 QE1664  STATE/COUNTY-  OR/LANE
 QE1664  USGS QUAD   -  BELKNAP SPRINGS (1989)
 QE1664
 QE1664                         *CURRENT SURVEY CONTROL
 QE1664  ___________________________________________________________________
 QE1664* NAD 83(1986)-  44 13 27.     (N)    122 03 28.     (W)     SCALED    
 QE1664* NAVD 88     -       549.239  (meters)    1801.96   (feet)  ADJUSTED  
 QE1664  ___________________________________________________________________
 QE1664  GEOID HEIGHT-         -21.80  (meters)                     GEOID03
 QE1664  DYNAMIC HT  -         549.073 (meters)    1801.42  (feet)  COMP
 QE1664  MODELED GRAV-     980,300.2   (mgal)                       NAVD 88
 QE1664
 QE1664  VERT ORDER  -  FIRST     CLASS II
 QE1664
 QE1664.The horizontal coordinates were scaled from a topographic map and have
 QE1664.an estimated accuracy of +/- 6 seconds.
 QE1664
 QE1664.The orthometric height was determined by differential leveling
 QE1664.and adjusted in June 1991.
 QE1664
 QE1664.The geoid height was determined by GEOID03.
 QE1664
 QE1664.The dynamic height is computed by dividing the NAVD 88
 QE1664.geopotential number by the normal gravity value computed on the
 QE1664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1664.degrees latitude (g = 980.6199 gals.).
 QE1664
 QE1664.The modeled gravity was interpolated from observed gravity values.
 QE1664
 QE1664;                    North         East    Units  Estimated Accuracy
 QE1664;SPC OR S     -   285,270.    1,375,530.      MT  (+/- 180 meters Scaled)
 QE1664
 QE1664                          SUPERSEDED SURVEY CONTROL
 QE1664
 QE1664.No superseded survey control is available for this station.
 QE1664
 QE1664_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP752972(NAD 83)
 QE1664_MARKER: DB = BENCH MARK DISK
 QE1664_SETTING: 66 = SET IN ROCK OUTCROP
 QE1664_SP_SET: BEDROCK
 QE1664_STAMPING: E 734 1987
 QE1664_MARK LOGO: NGS   
 QE1664_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QE1664+STABILITY: POSITION/ELEVATION WELL
 QE1664_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QE1664+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2008
 QE1664
 QE1664  HISTORY     - Date     Condition        Report By
 QE1664  HISTORY     - 1987     MONUMENTED       NGS
 QE1664  HISTORY     - 20080315 GOOD             GEOCAC
 QE1664
 QE1664                          STATION DESCRIPTION
 QE1664
 QE1664'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QE1664'14.4 KM (8.95 MI) NE FROM MCKENZIE BRIDGE.
 QE1664'14.4 KM (8.95 MI) NORTHEASTERLY ALONG STATE HIGHWAY 126 FROM ITS
 QE1664'JUNCTION WITH TAYLOR ROAD IN MCKENZIE BRIDGE, SET VERTICALLY IN THE
 QE1664'WEST FACE OF AN EXPODSED AREA OF BEDROCK IN A HIGHWAY CUT, 10.7 M
 QE1664'(35.1 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, AND 5.5 M (18.0 FT)
 QE1664'SOUTH OF THE CENTER OF THE EAST END OF A 4.0 FOOT METAL DRAINAGE
 QE1664'PIPE.
 QE1664'THE MARK IS 2.9 METERS  S FROM  A WITNESS POST
 QE1664'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
 QE1664
 QE1664                          STATION RECOVERY (2008)
 QE1664
 QE1664'RECOVERY NOTE BY GEOCACHING 2008 (MMH)
 QE1664'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1352 ***********************************************************************
 QD1352  DESIGNATION -  E 735
 QD1352  PID         -  QD1352
 QD1352  STATE/COUNTY-  OR/DESCHUTES
 QD1352  USGS QUAD   -  REDMOND (1975)
 QD1352
 QD1352                         *CURRENT SURVEY CONTROL
 QD1352  ___________________________________________________________________
 QD1352* NAD 83(1986)-  44 16 13.     (N)    121 13 31.     (W)     SCALED    
 QD1352* NAVD 88     -       916.986  (meters)    3008.48   (feet)  ADJUSTED  
 QD1352  ___________________________________________________________________
 QD1352  GEOID HEIGHT-         -21.22  (meters)                     GEOID03
 QD1352  DYNAMIC HT  -         916.683 (meters)    3007.48  (feet)  COMP
 QD1352  MODELED GRAV-     980,256.5   (mgal)                       NAVD 88
 QD1352
 QD1352  VERT ORDER  -  FIRST     CLASS II
 QD1352
 QD1352.The horizontal coordinates were scaled from a topographic map and have
 QD1352.an estimated accuracy of +/- 6 seconds.
 QD1352
 QD1352.The orthometric height was determined by differential leveling
 QD1352.and adjusted in June 1991.
 QD1352
 QD1352.The geoid height was determined by GEOID03.
 QD1352
 QD1352.The dynamic height is computed by dividing the NAVD 88
 QD1352.geopotential number by the normal gravity value computed on the
 QD1352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1352.degrees latitude (g = 980.6199 gals.).
 QD1352
 QD1352.The modeled gravity was interpolated from observed gravity values.
 QD1352
 QD1352;                    North         East    Units  Estimated Accuracy
 QD1352;SPC OR S     -   289,490.    1,442,090.      MT  (+/- 180 meters Scaled)
 QD1352
 QD1352                          SUPERSEDED SURVEY CONTROL
 QD1352
 QD1352.No superseded survey control is available for this station.
 QD1352
 QD1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ416034(NAD 83)
 QD1352_MARKER: DB = BENCH MARK DISK
 QD1352_SETTING: 66 = SET IN ROCK OUTCROP
 QD1352_SP_SET: BEDROCK
 QD1352_STAMPING: E 735 1987
 QD1352_MARK LOGO: NGS   
 QD1352_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QD1352+STABILITY: POSITION/ELEVATION WELL
 QD1352
 QD1352  HISTORY     - Date     Condition        Report By
 QD1352  HISTORY     - 1987     MONUMENTED       NGS
 QD1352
 QD1352                          STATION DESCRIPTION
 QD1352
 QD1352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QD1352'4.2 KM (2.60 MI) WEST FROM REDMOND.
 QD1352'4.2 KM (2.60 MI) WESTERLY ALONG STATE HIGHWAY 126 FROM ITS JUNCTION
 QD1352'WITH 6TH STREET IN REDMOND, SET IN THE NORTHWESTERN 1/3 OF AN EXPOSED
 QD1352'AREA OF BEDROCK IN A HIGHWAY CUT, 50.0 M (164.0 FT) SOUTHEAST OF THE
 QD1352'CENTER OF A DRIVEWAY AND FIRE MARKER 4815 AND 4861, 47.2 M (154.9 FT)
 QD1352'NORTHWEST OF THE CENTER OF A DRIVEWAY AND CATTLE GUARD, 9.5 M
 QD1352'(31.2 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 6.0 M
 QD1352'(19.7 FT) SOUTHWEST OF A FENCE.
 QD1352'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 QD1352'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1330 ***********************************************************************
 QD1330  DESIGNATION -  E 736
 QD1330  PID         -  QD1330
 QD1330  STATE/COUNTY-  OR/JEFFERSON
 QD1330  USGS QUAD   -  BLACK BUTTE (1988)
 QD1330
 QD1330                         *CURRENT SURVEY CONTROL
 QD1330  ___________________________________________________________________
 QD1330* NAD 83(1986)-  44 25 50.     (N)    121 43 54.     (W)     SCALED    
 QD1330* NAVD 88     -      1062.588  (meters)    3486.17   (feet)  ADJUSTED  
 QD1330  ___________________________________________________________________
 QD1330  GEOID HEIGHT-         -21.30  (meters)                     GEOID03
 QD1330  DYNAMIC HT  -        1062.203 (meters)    3484.91  (feet)  COMP
 QD1330  MODELED GRAV-     980,220.3   (mgal)                       NAVD 88
 QD1330
 QD1330  VERT ORDER  -  FIRST     CLASS II
 QD1330
 QD1330.The horizontal coordinates were scaled from a topographic map and have
 QD1330.an estimated accuracy of +/- 6 seconds.
 QD1330
 QD1330.The orthometric height was determined by differential leveling
 QD1330.and adjusted in June 1991.
 QD1330
 QD1330.The geoid height was determined by GEOID03.
 QD1330
 QD1330.The dynamic height is computed by dividing the NAVD 88
 QD1330.geopotential number by the normal gravity value computed on the
 QD1330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1330.degrees latitude (g = 980.6199 gals.).
 QD1330
 QD1330.The modeled gravity was interpolated from observed gravity values.
 QD1330
 QD1330;                    North         East    Units  Estimated Accuracy
 QD1330;SPC OR N     -    85,630.    2,401,940.      MT  (+/- 180 meters Scaled)
 QD1330
 QD1330                          SUPERSEDED SURVEY CONTROL
 QD1330
 QD1330.No superseded survey control is available for this station.
 QD1330
 QD1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ009204(NAD 83)
 QD1330_MARKER: I = METAL ROD
 QD1330_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QD1330_SP_SET: STAINLESS STEEL ROD
 QD1330_STAMPING: E 736 1987
 QD1330_MARK LOGO: NGS   
 QD1330_PROJECTION: FLUSH
 QD1330_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QD1330_ROD/PIPE-DEPTH: 3.5  meters
 QD1330
 QD1330  HISTORY     - Date     Condition        Report By
 QD1330  HISTORY     - 1987     MONUMENTED       NGS
 QD1330
 QD1330                          STATION DESCRIPTION
 QD1330
 QD1330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QD1330'22.5 KM (14.00 MI) NW FROM SISTERS.
 QD1330'22.5 KM (14.00 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 20 FROM ITS
 QD1330'JUNCTION WITH FIR STREET IN SISTERS, 17.5 M (57.4 FT) NORTH OF THE
 QD1330'NORTHEAST CORNER OF A HIGHWAY CONCRETE AND METAL GRATE DRAIN, AND
 QD1330'13.6 M (44.6 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY. NOTE--ACCESS
 QD1330'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QD1330'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 QD1330'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1619 ***********************************************************************
 QE1619  DESIGNATION -  E 737
 QE1619  PID         -  QE1619
 QE1619  STATE/COUNTY-  OR/LANE
 QE1619  USGS QUAD   -  EUGENE EAST (1986)
 QE1619
 QE1619                         *CURRENT SURVEY CONTROL
 QE1619  ___________________________________________________________________
 QE1619* NAD 83(1986)-  44 02 07.     (N)    123 02 38.     (W)     SCALED    
 QE1619* NAVD 88     -       158.957  (meters)     521.51   (feet)  ADJUSTED  
 QE1619  ___________________________________________________________________
 QE1619  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 QE1619  DYNAMIC HT  -         158.933 (meters)     521.43  (feet)  COMP
 QE1619  MODELED GRAV-     980,466.0   (mgal)                       NAVD 88
 QE1619
 QE1619  VERT ORDER  -  FIRST     CLASS II
 QE1619
 QE1619.The horizontal coordinates were scaled from a topographic map and have
 QE1619.an estimated accuracy of +/- 6 seconds.
 QE1619
 QE1619.The orthometric height was determined by differential leveling
 QE1619.and adjusted in June 1991.
 QE1619
 QE1619.The geoid height was determined by GEOID03.
 QE1619
 QE1619.The dynamic height is computed by dividing the NAVD 88
 QE1619.geopotential number by the normal gravity value computed on the
 QE1619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1619.degrees latitude (g = 980.6199 gals.).
 QE1619
 QE1619.The modeled gravity was interpolated from observed gravity values.
 QE1619
 QE1619;                    North         East    Units  Estimated Accuracy
 QE1619;SPC OR S     -   266,220.    1,296,120.      MT  (+/- 180 meters Scaled)
 QE1619
 QE1619                          SUPERSEDED SURVEY CONTROL
 QE1619
 QE1619.No superseded survey control is available for this station.
 QE1619
 QE1619_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP964757(NAD 83)
 QE1619_MARKER: DB = BENCH MARK DISK
 QE1619_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QE1619_SP_SET: PIER
 QE1619_STAMPING: E 737 1987
 QE1619_MARK LOGO: NGS   
 QE1619_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QE1619+STABILITY: POSITION/ELEVATION WELL
 QE1619
 QE1619  HISTORY     - Date     Condition        Report By
 QE1619  HISTORY     - 1987     MONUMENTED       NGS
 QE1619  HISTORY     - 20071026 GOOD             GEOCAC
 QE1619
 QE1619                          STATION DESCRIPTION
 QE1619
 QE1619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QE1619'1.1 KM (0.70 MI) SOUTH FROM GLENWOOD.
 QE1619'1.1 KM (0.70 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 5 FROM THE
 QE1619'JUNCTION OF FRANKLIN BOULEVARD IN GLENWOOD, SET VERTICALLY IN THE
 QE1619'SOUTH FACE OF THE MOST WESTERLY 1 OF 3 COLUMNS OF THE FIRST PIER
 QE1619'SOUTH OF THE NORTH ABUTMENT OF A HIGHWAY OVERPASS OF THE INTERSTATE
 QE1619'HIGHWAY (EXIT 191), AND 17.9 M (58.7 FT) NORTH OF THE CENTERLINE OF
 QE1619'THE NORTH BOUND LANES OF THE HIGHWAY.
 QE1619'THE MARK IS 1.3 M ABOVE THE HIGHWAY.
 QE1619
 QE1619                          STATION RECOVERY (2007)
 QE1619
 QE1619'RECOVERY NOTE BY GEOCACHING 2007 (ADS)
 QE1619'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0705 ***********************************************************************
 PC0705  DESIGNATION -  E 738
 PC0705  PID         -  PC0705
 PC0705  STATE/COUNTY-  OR/LANE
 PC0705  USGS QUAD   -  COTTAGE GROVE (1984)
 PC0705
 PC0705                         *CURRENT SURVEY CONTROL
 PC0705  ___________________________________________________________________
 PC0705* NAD 83(1986)-  43 47 50.     (N)    123 02 46.     (W)     SCALED    
 PC0705* NAVD 88     -       202.382  (meters)     663.98   (feet)  ADJUSTED  
 PC0705  ___________________________________________________________________
 PC0705  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 PC0705  DYNAMIC HT  -         202.343 (meters)     663.85  (feet)  COMP
 PC0705  MODELED GRAV-     980,424.5   (mgal)                       NAVD 88
 PC0705
 PC0705  VERT ORDER  -  FIRST     CLASS II
 PC0705
 PC0705.The horizontal coordinates were scaled from a topographic map and have
 PC0705.an estimated accuracy of +/- 6 seconds.
 PC0705
 PC0705.The orthometric height was determined by differential leveling
 PC0705.and adjusted in June 1991.
 PC0705
 PC0705.The geoid height was determined by GEOID03.
 PC0705
 PC0705.The dynamic height is computed by dividing the NAVD 88
 PC0705.geopotential number by the normal gravity value computed on the
 PC0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0705.degrees latitude (g = 980.6199 gals.).
 PC0705
 PC0705.The modeled gravity was interpolated from observed gravity values.
 PC0705
 PC0705;                    North         East    Units  Estimated Accuracy
 PC0705;SPC OR S     -   239,790.    1,295,130.      MT  (+/- 180 meters Scaled)
 PC0705
 PC0705                          SUPERSEDED SURVEY CONTROL
 PC0705
 PC0705.No superseded survey control is available for this station.
 PC0705
 PC0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP962493(NAD 83)
 PC0705_MARKER: DB = BENCH MARK DISK
 PC0705_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PC0705_SP_SET: PIER
 PC0705_STAMPING: E 738 1987
 PC0705_MARK LOGO: NGS   
 PC0705_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PC0705
 PC0705  HISTORY     - Date     Condition        Report By
 PC0705  HISTORY     - 1987     MONUMENTED       NGS
 PC0705  HISTORY     - 20080715 MARK NOT FOUND   INDIV
 PC0705
 PC0705                          STATION DESCRIPTION
 PC0705
 PC0705'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PC0705'IN COTTAGE GROVE.
 PC0705'IN COTTAGE GROVE, AT THE INTERSECTION OF INTERSTATE HIGHWAY 5 AND MAIN
 PC0705'STREET, SET VERTICALLY IN THE NORTHEAST FACE OF THE MOST
 PC0705'NORTHWESTERLY 1 OF 2 COLUMNS OF THE FIRST PIER NORTHEAST OF THE
 PC0705'SOUTHWEST CONCRETE ABUTMENT OF THE HIGHWAY OVERPASS OF THE STREET,
 PC0705'6.3 M (20.7 FT) SOUTHEAST OF THE CENTERLINE OF THE STREET, AND 6.2 M
 PC0705'(20.3 FT) WEST OF THE CENTER OF THE NORTHBOUND OVERPASS.
 PC0705'THE MARK IS 1.4 M ABOVE A SIDEWALK.
 PC0705
 PC0705                          STATION RECOVERY (2008)
 PC0705
 PC0705'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (BH)
 PC0705'THE STRUCTURE THAT THE MARK WAS SET IN HAS BEEN DEMOLISHED. A NEW I-5
 PC0705'NORTHBOUND STRUCTURE IS PRESENTLY BEING BUILT IN IT'S PLACE
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0729 ***********************************************************************
 PC0729  DESIGNATION -  E 739
 PC0729  PID         -  PC0729
 PC0729  STATE/COUNTY-  OR/DOUGLAS
 PC0729  USGS QUAD   -  CURTIN (1987)
 PC0729
 PC0729                         *CURRENT SURVEY CONTROL
 PC0729  ___________________________________________________________________
 PC0729* NAD 83(1986)-  43 42 14.     (N)    123 15 02.     (W)     SCALED    
 PC0729* NAVD 88     -       106.596  (meters)     349.72   (feet)  ADJUSTED  
 PC0729  ___________________________________________________________________
 PC0729  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 PC0729  DYNAMIC HT  -         106.581 (meters)     349.67  (feet)  COMP
 PC0729  MODELED GRAV-     980,471.3   (mgal)                       NAVD 88
 PC0729
 PC0729  VERT ORDER  -  FIRST     CLASS II
 PC0729
 PC0729.The horizontal coordinates were scaled from a topographic map and have
 PC0729.an estimated accuracy of +/- 6 seconds.
 PC0729
 PC0729.The orthometric height was determined by differential leveling
 PC0729.and adjusted in June 1991.
 PC0729
 PC0729.The geoid height was determined by GEOID03.
 PC0729
 PC0729.The dynamic height is computed by dividing the NAVD 88
 PC0729.geopotential number by the normal gravity value computed on the
 PC0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0729.degrees latitude (g = 980.6199 gals.).
 PC0729
 PC0729.The modeled gravity was interpolated from observed gravity values.
 PC0729
 PC0729;                    North         East    Units  Estimated Accuracy
 PC0729;SPC OR S     -   229,940.    1,278,350.      MT  (+/- 180 meters Scaled)
 PC0729
 PC0729                          SUPERSEDED SURVEY CONTROL
 PC0729
 PC0729.No superseded survey control is available for this station.
 PC0729
 PC0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP798390(NAD 83)
 PC0729_MARKER: I = METAL ROD
 PC0729_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PC0729_SP_SET: STAINLESS STEEL ROD
 PC0729_STAMPING: E 739 1987
 PC0729_MARK LOGO: NGS   
 PC0729_PROJECTION: FLUSH
 PC0729_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PC0729+STABILITY: POSITION/ELEVATION WELL
 PC0729_ROD/PIPE-DEPTH: 7.3  meters
 PC0729
 PC0729  HISTORY     - Date     Condition        Report By
 PC0729  HISTORY     - 1987     MONUMENTED       NGS
 PC0729
 PC0729                          STATION DESCRIPTION
 PC0729
 PC0729'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PC0729'7.2 KM (4.45 MI) NORTH FROM DRAIN.
 PC0729'7.2 KM (4.45 MI) NORTHERLY ALONG STATE HIGHWAY 99 FROM THE EAST
 PC0729'JUNCTION OF B STREET IN DRAIN, 18.0 M (59.1 FT) SOUTH-SOUTHEAST OF
 PC0729'THE CENTERLINE OF THE HIGHWAY, 8.8 M (28.9 FT) WEST OF THE CENTER OF
 PC0729'A GRAVELED ROAD LEADING SOUTH, AND 5.5 M (18.0 FT) SOUTH OF A FENCE
 PC0729'CORNER. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PC0729'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 PC0729'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AI5795 ***********************************************************************
 AI5795  DESIGNATION -  E 741
 AI5795  PID         -  AI5795
 AI5795  STATE/COUNTY-  OR/CROOK
 AI5795  USGS QUAD   -  OCHOCO RESERVOIR (1992)
 AI5795
 AI5795                         *CURRENT SURVEY CONTROL
 AI5795  ___________________________________________________________________
 AI5795* NAD 83(1986)-  44 19 04.     (N)    120 39 54.     (W)     SCALED    
 AI5795* NAVD 88     -       957.65   (meters)    3141.9    (feet)  RESET     
 AI5795  ___________________________________________________________________
 AI5795  GEOID HEIGHT-         -20.06  (meters)                     GEOID03
 AI5795  VERT ORDER  -  THIRD
 AI5795
 AI5795.The horizontal coordinates were scaled from a topographic map and have
 AI5795.an estimated accuracy of +/- 6 seconds.
 AI5795
 AI5795.The orthometric height was computed from unverified reset data.
 AI5795.No vertical observational check was made to the station.
 AI5795
 AI5795.The geoid height was determined by GEOID03.
 AI5795
 AI5795;                    North         East    Units  Estimated Accuracy
 AI5795;SPC OR S     -   294,530.    1,486,840.      MT  (+/- 180 meters Scaled)
 AI5795
 AI5795                          SUPERSEDED SURVEY CONTROL
 AI5795
 AI5795.No superseded survey control is available for this station.
 AI5795
 AI5795_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ862098(NAD 83)
 AI5795_MARKER: DD = SURVEY DISK
 AI5795_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AI5795_SP_SET: BRIDGE WINGWALL
 AI5795_STAMPING: E 741 1999
 AI5795_MARK LOGO: ORDT  
 AI5795_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5795_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5795
 AI5795  HISTORY     - Date     Condition        Report By
 AI5795  HISTORY     - 1999     MONUMENTED       ORDT
 AI5795
 AI5795                          STATION DESCRIPTION
 AI5795
 AI5795'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1999 (DS)
 AI5795'9.40 MILES (15.13 KM) EAST FROM PRINEVILLE.  LOCATED EAST OF
 AI5795'PRINEVILLE ALONG THE OCHOCO HIGHWAY.  AT THE NORTHWEST CORNER OF
 AI5795'BRIDGE DECK IN THE CENTER OF THE WINGWALL, 1.0 M (3.3 FT) WIDE X 2 1/2
 AI5795'METERS LONG, FLUSH ON TOP.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0674 ***********************************************************************
 PC0674  DESIGNATION -  E 741 X
 PC0674  PID         -  PC0674
 PC0674  STATE/COUNTY-  OR/DOUGLAS
 PC0674  USGS QUAD   -  TENMILE (1990)
 PC0674
 PC0674                         *CURRENT SURVEY CONTROL
 PC0674  ___________________________________________________________________
 PC0674* NAD 83(1986)-  43 06 29.     (N)    123 31 50.     (W)     SCALED    
 PC0674* NAVD 88     -       208.192  (meters)     683.04   (feet)  ADJUSTED  
 PC0674  ___________________________________________________________________
 PC0674  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 PC0674  DYNAMIC HT  -         208.141 (meters)     682.88  (feet)  COMP
 PC0674  MODELED GRAV-     980,373.8   (mgal)                       NAVD 88
 PC0674
 PC0674  VERT ORDER  -  FIRST     CLASS II
 PC0674
 PC0674.The horizontal coordinates were scaled from a topographic map and have
 PC0674.an estimated accuracy of +/- 6 seconds.
 PC0674
 PC0674.The orthometric height was determined by differential leveling
 PC0674.and adjusted in June 1991.
 PC0674
 PC0674.The geoid height was determined by GEOID03.
 PC0674
 PC0674.The dynamic height is computed by dividing the NAVD 88
 PC0674.geopotential number by the normal gravity value computed on the
 PC0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0674.degrees latitude (g = 980.6199 gals.).
 PC0674
 PC0674.The modeled gravity was interpolated from observed gravity values.
 PC0674
 PC0674;                    North         East    Units  Estimated Accuracy
 PC0674;SPC OR S     -   164,580.    1,253,400.      MT  (+/- 180 meters Scaled)
 PC0674
 PC0674                          SUPERSEDED SURVEY CONTROL
 PC0674
 PC0674.No superseded survey control is available for this station.
 PC0674
 PC0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN568729(NAD 83)
 PC0674_MARKER: I = METAL ROD
 PC0674_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PC0674_SP_SET: STAINLESS STEEL ROD
 PC0674_STAMPING: E 741 X 1987
 PC0674_MARK LOGO: NGS   
 PC0674_PROJECTION: FLUSH
 PC0674_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PC0674+STABILITY: POSITION/ELEVATION WELL
 PC0674_ROD/PIPE-DEPTH: 6.7  meters
 PC0674
 PC0674  HISTORY     - Date     Condition        Report By
 PC0674  HISTORY     - 1987     MONUMENTED       NGS
 PC0674
 PC0674                          STATION DESCRIPTION
 PC0674
 PC0674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PC0674'11.3 KM (7.00 MI) WEST FROM WINSTON.
 PC0674'11.3 KM (7.00 MI) WESTERLY ALONG STATE HIGHWAY 42 FROM THE JUNCTION OF
 PC0674'STATE HIGHWAY 99 IN WINSTON, 29.5 M (96.8 FT) NORTH OF THE CENTERLINE
 PC0674'OF THE HIGHWAY, 6.6 M (21.7 FT) EAST OF THE CENTERLINE OF COUNTY ROAD
 PC0674'109 (TENMILE VALLEY ROAD), 2.1 M (6.9 FT) SOUTHEAST OF TELEPHONE
 PC0674'PEDESTAL NUMBER 1, AND 1.6 M (5.2 FT) NORTHEAST OF UTILITY POLE
 PC0674'NUMBER 1A 32 1. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 PC0674'LOGO CAP.
 PC0674'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 PC0674'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0875 ***********************************************************************
 NZ0875  DESIGNATION -  E 743
 NZ0875  PID         -  NZ0875
 NZ0875  STATE/COUNTY-  OR/COOS
 NZ0875  USGS QUAD   -  BONE MOUNTAIN (1990)
 NZ0875
 NZ0875                         *CURRENT SURVEY CONTROL
 NZ0875  ___________________________________________________________________
 NZ0875* NAD 83(1986)-  42 57 45.     (N)    123 50 41.     (W)     SCALED    
 NZ0875* NAVD 88     -       135.519  (meters)     444.62   (feet)  ADJUSTED  
 NZ0875  ___________________________________________________________________
 NZ0875  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 NZ0875  DYNAMIC HT  -         135.486 (meters)     444.51  (feet)  COMP
 NZ0875  MODELED GRAV-     980,369.6   (mgal)                       NAVD 88
 NZ0875
 NZ0875  VERT ORDER  -  FIRST     CLASS II
 NZ0875
 NZ0875.The horizontal coordinates were scaled from a topographic map and have
 NZ0875.an estimated accuracy of +/- 6 seconds.
 NZ0875
 NZ0875.The orthometric height was determined by differential leveling
 NZ0875.and adjusted in June 1991.
 NZ0875
 NZ0875.The geoid height was determined by GEOID03.
 NZ0875
 NZ0875.The dynamic height is computed by dividing the NAVD 88
 NZ0875.geopotential number by the normal gravity value computed on the
 NZ0875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0875.degrees latitude (g = 980.6199 gals.).
 NZ0875
 NZ0875.The modeled gravity was interpolated from observed gravity values.
 NZ0875
 NZ0875;                    North         East    Units  Estimated Accuracy
 NZ0875;SPC OR S     -   149,390.    1,227,200.      MT  (+/- 180 meters Scaled)
 NZ0875
 NZ0875                          SUPERSEDED SURVEY CONTROL
 NZ0875
 NZ0875.No superseded survey control is available for this station.
 NZ0875
 NZ0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN311569(NAD 83)
 NZ0875_MARKER: DB = BENCH MARK DISK
 NZ0875_SETTING: 66 = SET IN ROCK OUTCROP
 NZ0875_SP_SET: BEDROCK
 NZ0875_STAMPING: E 743 1987
 NZ0875_MARK LOGO: NGS   
 NZ0875_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NZ0875+STABILITY: POSITION/ELEVATION WELL
 NZ0875
 NZ0875  HISTORY     - Date     Condition        Report By
 NZ0875  HISTORY     - 1987     MONUMENTED       NGS
 NZ0875  HISTORY     - 19940619 GOOD             USPSQD
 NZ0875
 NZ0875                          STATION DESCRIPTION
 NZ0875
 NZ0875'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 NZ0875'34.8 KM (21.60 MI) SE FROM MYRTLE POINT.
 NZ0875'34.8 KM (21.60 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 42 FROM THE
 NZ0875'JUNCTION OF SPRUCE STREET IN MYRTLE POINT, SET VERTICALLY IN THE
 NZ0875'SOUTHEAST FACE OF A 6 BY 18 FOOT VERTICAL EXPOSED AREA OF BEDROCK
 NZ0875'NEAR THE EAST END OF A HIGHWAY CUT, 2.0 KM (1.25 MI) WEST OF THE
 NZ0875'COOS-DOUGLAS COUNTY LINE, 28.0 M (91.9 FT) NORTHWEST OF THE EAST END
 NZ0875'OF A GUARDRAIL, 10.0 M (32.8 FT) NORTH OF THE CENTERLINE OF THE
 NZ0875'HIGHWAY, AND 0.45 M (1.5 FT) ABOVE THE GROUND LEVEL.
 NZ0875'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
 NZ0875
 NZ0875                          STATION RECOVERY (1994)
 NZ0875
 NZ0875'RECOVERY NOTE BY US POWER SQUADRON 1994
 NZ0875'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1587 ***********************************************************************
 QE1587  DESIGNATION -  E 744
 QE1587  PID         -  QE1587
 QE1587  STATE/COUNTY-  OR/LANE
 QE1587  USGS QUAD   -  MERCER LAKE (1984)
 QE1587
 QE1587                         *CURRENT SURVEY CONTROL
 QE1587  ___________________________________________________________________
 QE1587* NAD 83(1986)-  44 04 10.     (N)    124 06 01.     (W)     SCALED    
 QE1587* NAVD 88     -        45.601  (meters)     149.61   (feet)  ADJUSTED  
 QE1587  ___________________________________________________________________
 QE1587  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 QE1587  DYNAMIC HT  -          45.598 (meters)     149.60  (feet)  COMP
 QE1587  MODELED GRAV-     980,551.9   (mgal)                       NAVD 88
 QE1587
 QE1587  VERT ORDER  -  FIRST     CLASS II
 QE1587
 QE1587.The horizontal coordinates were scaled from a topographic map and have
 QE1587.an estimated accuracy of +/- 6 seconds.
 QE1587
 QE1587.The orthometric height was determined by differential leveling
 QE1587.and adjusted in June 1991.
 QE1587
 QE1587.The geoid height was determined by GEOID03.
 QE1587
 QE1587.The dynamic height is computed by dividing the NAVD 88
 QE1587.geopotential number by the normal gravity value computed on the
 QE1587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1587.degrees latitude (g = 980.6199 gals.).
 QE1587
 QE1587.The modeled gravity was interpolated from observed gravity values.
 QE1587
 QE1587;                    North         East    Units  Estimated Accuracy
 QE1587;SPC OR S     -   273,120.    1,211,660.      MT  (+/- 180 meters Scaled)
 QE1587
 QE1587                          SUPERSEDED SURVEY CONTROL
 QE1587
 QE1587.No superseded survey control is available for this station.
 QE1587
 QE1587_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP118801(NAD 83)
 QE1587_MARKER: I = METAL ROD
 QE1587_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QE1587_SP_SET: STAINLESS STEEL ROD
 QE1587_STAMPING: E 744 1988
 QE1587_MARK LOGO: NGS   
 QE1587_PROJECTION: FLUSH
 QE1587_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE1587_ROD/PIPE-DEPTH: 11.0 meters
 QE1587
 QE1587  HISTORY     - Date     Condition        Report By
 QE1587  HISTORY     - 1988     MONUMENTED       NGS
 QE1587  HISTORY     - 19940904 GOOD             USPSQD
 QE1587
 QE1587                          STATION DESCRIPTION
 QE1587
 QE1587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 QE1587'10.8 KM (6.70 MI) NORTH FROM FLORENCE.
 QE1587'10.8 KM (6.70 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM ITS JUNCTION
 QE1587'WITH STATE HIGHWAY 126 IN FLORENCE, 27.4 M (89.9 FT) WEST OF THE
 QE1587'CENTERLINE OF THE HIGHWAY, 3.9 M (12.8 FT) SOUTH OF THE CENTER OF A
 QE1587'FORREST SERVICE ROAD LEADING TO ALDER DUNE CAMPGROUND, AND 0.4 M
 QE1587'(1.3 FT) NORTHEAST OF A SOUTH GATE POST. NOTE--ACCESS TO DATUM POINT
 QE1587'IS HAD THROUGH A 5-INCH LOGO CAP.
 QE1587'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 QE1587
 QE1587                          STATION RECOVERY (1994)
 QE1587
 QE1587'RECOVERY NOTE BY US POWER SQUADRON 1994
 QE1587'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0827 ***********************************************************************
 OA0827  DESIGNATION -  E 745
 OA0827  PID         -  OA0827
 OA0827  STATE/COUNTY-  OR/CURRY
 OA0827  USGS QUAD   -  GOLD BEACH (1986)
 OA0827
 OA0827                         *CURRENT SURVEY CONTROL
 OA0827  ___________________________________________________________________
 OA0827* NAD 83(1986)-  42 28 32.     (N)    124 23 25.     (W)     SCALED    
 OA0827* NAVD 88     -        25.427  (meters)      83.42   (feet)  ADJUSTED  
 OA0827  ___________________________________________________________________
 OA0827  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 OA0827  DYNAMIC HT  -          25.420 (meters)      83.40  (feet)  COMP
 OA0827  MODELED GRAV-     980,337.5   (mgal)                       NAVD 88
 OA0827
 OA0827  VERT ORDER  -  FIRST     CLASS II
 OA0827
 OA0827.The horizontal coordinates were scaled from a topographic map and have
 OA0827.an estimated accuracy of +/- 6 seconds.
 OA0827
 OA0827.The orthometric height was determined by differential leveling
 OA0827.and adjusted in June 1991.
 OA0827
 OA0827.The geoid height was determined by GEOID03.
 OA0827
 OA0827.The dynamic height is computed by dividing the NAVD 88
 OA0827.geopotential number by the normal gravity value computed on the
 OA0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0827.degrees latitude (g = 980.6199 gals.).
 OA0827
 OA0827.The modeled gravity was interpolated from observed gravity values.
 OA0827
 OA0827;                    North         East    Units  Estimated Accuracy
 OA0827;SPC OR S     -    97,280.    1,180,220.      MT  (+/- 180 meters Scaled)
 OA0827
 OA0827                          SUPERSEDED SURVEY CONTROL
 OA0827
 OA0827.No superseded survey control is available for this station.
 OA0827
 OA0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN857035(NAD 83)
 OA0827_MARKER: I = METAL ROD
 OA0827_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OA0827_SP_SET: STAINLESS STEEL ROD
 OA0827_STAMPING: E 745 1988
 OA0827_MARK LOGO: NGS   
 OA0827_PROJECTION: FLUSH
 OA0827_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OA0827+STABILITY: POSITION/ELEVATION WELL
 OA0827_ROD/PIPE-DEPTH: 14.2 meters
 OA0827
 OA0827  HISTORY     - Date     Condition        Report By
 OA0827  HISTORY     - 1988     MONUMENTED       NGS
 OA0827
 OA0827                          STATION DESCRIPTION
 OA0827
 OA0827'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 OA0827'8.4 KM (5.20 MI) NORTH FROM GOLD BEACH.
 OA0827'1.6 KM (1.00 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE COURTHOUSE
 OA0827'IN GOLD BEACH, THENCE 6.8 KM (4.25 MI) NORTHERLY ALONG COUNTY ROAD
 OA0827'540, 48.8 M (160.1 FT) NORTH OF THE EXTENDED CENTER OF A DRIVEWAY,
 OA0827'6.9 M (22.6 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, AND 1.3 M
 OA0827'(4.3 FT) SOUTH OF UTILITY POLE NUMBER 613. NOTE--ACCESS TO DATUM POINT
 OA0827'IS HAD THROUGH A 5-INCH LOGO CAP.
 OA0827'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 OA0827'THE MARK IS 0.3 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0853 ***********************************************************************
 OA0853  DESIGNATION -  E 746
 OA0853  PID         -  OA0853
 OA0853  STATE/COUNTY-  OR/CURRY
 OA0853  USGS QUAD   -  CARPENTERVILLE (1986)
 OA0853
 OA0853                         *CURRENT SURVEY CONTROL
 OA0853  ___________________________________________________________________
 OA0853* NAD 83(1986)-  42 14 19.     (N)    124 21 48.     (W)     SCALED    
 OA0853* NAVD 88     -       283.384  (meters)     929.74   (feet)  ADJUSTED  
 OA0853  ___________________________________________________________________
 OA0853  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 OA0853  DYNAMIC HT  -         283.297 (meters)     929.45  (feet)  COMP
 OA0853  MODELED GRAV-     980,307.8   (mgal)                       NAVD 88
 OA0853
 OA0853  VERT ORDER  -  FIRST     CLASS II
 OA0853
 OA0853.The horizontal coordinates were scaled from a topographic map and have
 OA0853.an estimated accuracy of +/- 6 seconds.
 OA0853
 OA0853.The orthometric height was determined by differential leveling
 OA0853.and adjusted in June 1991.
 OA0853
 OA0853.The geoid height was determined by GEOID03.
 OA0853
 OA0853.The dynamic height is computed by dividing the NAVD 88
 OA0853.geopotential number by the normal gravity value computed on the
 OA0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0853.degrees latitude (g = 980.6199 gals.).
 OA0853
 OA0853.The modeled gravity was interpolated from observed gravity values.
 OA0853
 OA0853;                    North         East    Units  Estimated Accuracy
 OA0853;SPC OR S     -    70,890.    1,181,220.      MT  (+/- 180 meters Scaled)
 OA0853
 OA0853                          SUPERSEDED SURVEY CONTROL
 OA0853
 OA0853.No superseded survey control is available for this station.
 OA0853
 OA0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCM875771(NAD 83)
 OA0853_MARKER: I = METAL ROD
 OA0853_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OA0853_SP_SET: STAINLESS STEEL ROD
 OA0853_STAMPING: E 746 1988
 OA0853_MARK LOGO: NGS   
 OA0853_PROJECTION: FLUSH
 OA0853_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OA0853+STABILITY: POSITION/ELEVATION WELL
 OA0853_ROD/PIPE-DEPTH: 9.6  meters
 OA0853
 OA0853  HISTORY     - Date     Condition        Report By
 OA0853  HISTORY     - 1988     MONUMENTED       NGS
 OA0853
 OA0853                          STATION DESCRIPTION
 OA0853
 OA0853'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 OA0853'26.0 KM (16.15 MI) SOUTH FROM GOLD BEACH.
 OA0853'15.2 KM (9.45 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE COURTHOUSE
 OA0853'IN GOLD BEACH, THENCE 10.8 KM (6.70 MI) SOUTHERLY ALONG PISTOL RIVER
 OA0853'AND CARPENTERVILLE ROAD, AT THE WEST END OF A HIGHWAY PULLOUT, AND
 OA0853'10.0 M (32.8 FT) SOUTH OF THE CENTERLINE OF THE ROAD. NOTE--ACCESS TO
 OA0853'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OA0853'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 OA0853'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0776 ***********************************************************************
 PC0776  DESIGNATION -  E 747
 PC0776  PID         -  PC0776
 PC0776  STATE/COUNTY-  OR/DOUGLAS
 PC0776  USGS QUAD   -  MYRTLE CREEK (1987)
 PC0776
 PC0776                         *CURRENT SURVEY CONTROL
 PC0776  ___________________________________________________________________
 PC0776* NAD 83(1986)-  43 03 53.     (N)    123 20 50.     (W)     SCALED    
 PC0776* NAVD 88     -       177.553  (meters)     582.52   (feet)  ADJUSTED  
 PC0776  ___________________________________________________________________
 PC0776  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 PC0776  DYNAMIC HT  -         177.508 (meters)     582.37  (feet)  COMP
 PC0776  MODELED GRAV-     980,364.1   (mgal)                       NAVD 88
 PC0776
 PC0776  VERT ORDER  -  FIRST     CLASS II
 PC0776
 PC0776.The horizontal coordinates were scaled from a topographic map and have
 PC0776.an estimated accuracy of +/- 6 seconds.
 PC0776
 PC0776.The orthometric height was determined by differential leveling
 PC0776.and adjusted in June 1991.
 PC0776
 PC0776.The geoid height was determined by GEOID03.
 PC0776
 PC0776.The dynamic height is computed by dividing the NAVD 88
 PC0776.geopotential number by the normal gravity value computed on the
 PC0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0776.degrees latitude (g = 980.6199 gals.).
 PC0776
 PC0776.The modeled gravity was interpolated from observed gravity values.
 PC0776
 PC0776;                    North         East    Units  Estimated Accuracy
 PC0776;SPC OR S     -   159,240.    1,268,150.      MT  (+/- 180 meters Scaled)
 PC0776
 PC0776                          SUPERSEDED SURVEY CONTROL
 PC0776
 PC0776.No superseded survey control is available for this station.
 PC0776
 PC0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN717680(NAD 83)
 PC0776_MARKER: DB = BENCH MARK DISK
 PC0776_SETTING: 66 = SET IN ROCK OUTCROP
 PC0776_SP_SET: BEDROCK
 PC0776_STAMPING: E 747 1987
 PC0776_MARK LOGO: NGS   
 PC0776_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PC0776+STABILITY: POSITION/ELEVATION WELL
 PC0776
 PC0776  HISTORY     - Date     Condition        Report By
 PC0776  HISTORY     - 1987     MONUMENTED       NGS
 PC0776
 PC0776                          STATION DESCRIPTION
 PC0776
 PC0776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PC0776'7.2 KM (4.45 MI) NORTH FROM MYRTLE CREEK.
 PC0776'7.2 KM (4.45 MI) NORTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 PC0776'ITS JUNCTION WITH STATE HIGHWAY 99 IN MYRTLE CREEK, IN A LARGE
 PC0776'EXPOSED AREA OF BEDROCK IN A RAILROAD AND ROAD CUT, 0.1 KM (0.05 MI)
 PC0776'EAST OF THE INTERSECTION OF INTERSTATE HIGHWAY 5, DIRECTLY BELOW A
 PC0776'UTILITY POLE ON TOP OF THE CUT, 18.6 M (61.0 FT) NORTHEAST OF THE
 PC0776'CENTER OF THE INTERSECTION OF A PAVED ROAD AND RAILROAD, 11.2 M
 PC0776'(36.7 FT) WEST OF THE EAST END OF THE CUT, 6.4 M (21.0 FT)
 PC0776'NORTH-NORTHWEST OF THE CENTERLINE OF THE ROAD, AND 2.3 M (7.5 FT)
 PC0776'NORTH-NORTHWEST OF THE NEAR RAIL.
 PC0776'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 PC0776'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0919 ***********************************************************************
 NZ0919  DESIGNATION -  E 748
 NZ0919  PID         -  NZ0919
 NZ0919  STATE/COUNTY-  OR/JOSEPHINE
 NZ0919  USGS QUAD   -  GLENDALE (1986)
 NZ0919
 NZ0919                         *CURRENT SURVEY CONTROL
 NZ0919  ___________________________________________________________________
 NZ0919* NAD 83(1986)-  42 40 43.     (N)    123 23 04.     (W)     SCALED    
 NZ0919* NAVD 88     -       444.953  (meters)    1459.82   (feet)  ADJUSTED  
 NZ0919  ___________________________________________________________________
 NZ0919  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 NZ0919  DYNAMIC HT  -         444.811 (meters)    1459.35  (feet)  COMP
 NZ0919  MODELED GRAV-     980,287.2   (mgal)                       NAVD 88
 NZ0919
 NZ0919  VERT ORDER  -  FIRST     CLASS II
 NZ0919
 NZ0919.The horizontal coordinates were scaled from a topographic map and have
 NZ0919.an estimated accuracy of +/- 6 seconds.
 NZ0919
 NZ0919.The orthometric height was determined by differential leveling
 NZ0919.and adjusted in June 1991.
 NZ0919
 NZ0919.The geoid height was determined by GEOID03.
 NZ0919
 NZ0919.The dynamic height is computed by dividing the NAVD 88
 NZ0919.geopotential number by the normal gravity value computed on the
 NZ0919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0919.degrees latitude (g = 980.6199 gals.).
 NZ0919
 NZ0919.The modeled gravity was interpolated from observed gravity values.
 NZ0919
 NZ0919;                    North         East    Units  Estimated Accuracy
 NZ0919;SPC OR S     -   116,480.    1,263,640.      MT  (+/- 180 meters Scaled)
 NZ0919
 NZ0919                          SUPERSEDED SURVEY CONTROL
 NZ0919
 NZ0919.No superseded survey control is available for this station.
 NZ0919
 NZ0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN685251(NAD 83)
 NZ0919_MARKER: DB = BENCH MARK DISK
 NZ0919_SETTING: 66 = SET IN ROCK OUTCROP
 NZ0919_SP_SET: BEDROCK
 NZ0919_STAMPING: E 748 1987
 NZ0919_MARK LOGO: NGS   
 NZ0919_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NZ0919+STABILITY: POSITION/ELEVATION WELL
 NZ0919
 NZ0919  HISTORY     - Date     Condition        Report By
 NZ0919  HISTORY     - 1987     MONUMENTED       NGS
 NZ0919
 NZ0919                          STATION DESCRIPTION
 NZ0919
 NZ0919'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 NZ0919'6.0 KM (3.75 MI) NORTH FROM SUNNY VALLEY.
 NZ0919'6.0 KM (3.75 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 5 FROM THE
 NZ0919'JUNCTION OF LARIAT DRIVE IN SUNNY VALLEY, IN A LARGE EXPOSED AREA OF
 NZ0919'BEDROCK IN A HIGHWAY CUT, 19.0 M (62.3 FT) NORTH OF A STORM DRAIN AND
 NZ0919'THE SOUTH END OF THE CUT, 10.1 M (33.1 FT) NORTH OF THE EAST LEG OF A
 NZ0919'HIGHWAY INFORMATION SIGN, AND 8.9 M (29.2 FT) EAST OF THE CENTERLINE
 NZ0919'OF THE NORTHBOUND LANES OF THE HIGHWAY.
 NZ0919'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 NZ0919'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0754 ***********************************************************************
 PC0754  DESIGNATION -  E 749
 PC0754  PID         -  PC0754
 PC0754  STATE/COUNTY-  OR/DOUGLAS
 PC0754  USGS QUAD   -  WINCHESTER (1987)
 PC0754
 PC0754                         *CURRENT SURVEY CONTROL
 PC0754  ___________________________________________________________________
 PC0754* NAD 83(1986)-  43 17 03.     (N)    123 21 20.     (W)     SCALED    
 PC0754* NAVD 88     -       150.913  (meters)     495.12   (feet)  ADJUSTED  
 PC0754  ___________________________________________________________________
 PC0754  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 PC0754  DYNAMIC HT  -         150.883 (meters)     495.02  (feet)  COMP
 PC0754  MODELED GRAV-     980,418.4   (mgal)                       NAVD 88
 PC0754
 PC0754  VERT ORDER  -  FIRST     CLASS II
 PC0754
 PC0754.The horizontal coordinates were scaled from a topographic map and have
 PC0754.an estimated accuracy of +/- 6 seconds.
 PC0754
 PC0754.The orthometric height was determined by differential leveling
 PC0754.and adjusted in June 1991.
 PC0754
 PC0754.The geoid height was determined by GEOID03.
 PC0754
 PC0754.The dynamic height is computed by dividing the NAVD 88
 PC0754.geopotential number by the normal gravity value computed on the
 PC0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0754.degrees latitude (g = 980.6199 gals.).
 PC0754
 PC0754.The modeled gravity was interpolated from observed gravity values.
 PC0754
 PC0754;                    North         East    Units  Estimated Accuracy
 PC0754;SPC OR S     -   183,630.    1,268,300.      MT  (+/- 180 meters Scaled)
 PC0754
 PC0754                          SUPERSEDED SURVEY CONTROL
 PC0754
 PC0754.No superseded survey control is available for this station.
 PC0754
 PC0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN711924(NAD 83)
 PC0754_MARKER: DB = BENCH MARK DISK
 PC0754_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PC0754_SP_SET: ABUTMENT
 PC0754_STAMPING: E 749 1987
 PC0754_MARK LOGO: NGS   
 PC0754_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PC0754
 PC0754  HISTORY     - Date     Condition        Report By
 PC0754  HISTORY     - 1987     MONUMENTED       NGS
 PC0754
 PC0754                          STATION DESCRIPTION
 PC0754
 PC0754'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PC0754'6.1 KM (3.80 MI) NORTH FROM ROSEBURG.
 PC0754'6.1 KM (3.80 MI) NORTHERLY ALONG STATE HIGHWAY 99 FROM THE JUNCTION OF
 PC0754'ALAMEDA AVENUE IN ROSEBURG, IN TOP OF AND 0.7 M (2.3 FT) EAST OF THE
 PC0754'WEST END OF THE NORTH CONCRETE ABUTMENT OF A HIGHWAY BRIDGE SPANNING
 PC0754'THE UMPQUA RIVER, 5.4 M (17.7 FT) SOUTH OF THE NORTH END OF THE
 PC0754'BRIDGE, AND 3.6 M (11.8 FT) WEST OF THE CENTERLINE OF THE HIGHWAY.
 PC0754'THE MARK IS 0.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0097 ***********************************************************************
 NZ0097  DESIGNATION -  E 75
 NZ0097  PID         -  NZ0097
 NZ0097  STATE/COUNTY-  OR/JACKSON
 NZ0097  USGS QUAD   -  PARKER MOUNTAIN (1988)
 NZ0097
 NZ0097                         *CURRENT SURVEY CONTROL
 NZ0097  ___________________________________________________________________
 NZ0097* NAD 83(1986)-  42 07 24.     (N)    122 20 36.     (W)     SCALED    
 NZ0097* NAVD 88     -      1122.094  (meters)    3681.40   (feet)  ADJUSTED  
 NZ0097  ___________________________________________________________________
 NZ0097  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 NZ0097  DYNAMIC HT  -        1121.450 (meters)    3679.29  (feet)  COMP
 NZ0097  MODELED GRAV-     980,009.6   (mgal)                       NAVD 88
 NZ0097
 NZ0097  VERT ORDER  -  FIRST     CLASS II
 NZ0097
 NZ0097.The horizontal coordinates were scaled from a topographic map and have
 NZ0097.an estimated accuracy of +/- 6 seconds.
 NZ0097
 NZ0097.The orthometric height was determined by differential leveling
 NZ0097.and adjusted in June 1991.
 NZ0097
 NZ0097.The geoid height was determined by GEOID03.
 NZ0097
 NZ0097.The dynamic height is computed by dividing the NAVD 88
 NZ0097.geopotential number by the normal gravity value computed on the
 NZ0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0097.degrees latitude (g = 980.6199 gals.).
 NZ0097
 NZ0097.The modeled gravity was interpolated from observed gravity values.
 NZ0097
 NZ0097;                    North         East    Units  Estimated Accuracy
 NZ0097;SPC OR S     -    52,410.    1,347,580.      MT  (+/- 180 meters Scaled)
 NZ0097
 NZ0097                          SUPERSEDED SURVEY CONTROL
 NZ0097
 NZ0097  NGVD 29 (??/??/92) 1120.964  (m)         3677.70   (f) ADJ UNCH    1 2
 NZ0097
 NZ0097.Superseded values are not recommended for survey control.
 NZ0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0097.See file dsdata.txt to determine how the superseded data were derived.
 NZ0097
 NZ0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM542636(NAD 83)
 NZ0097_MARKER: DB = BENCH MARK DISK
 NZ0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ0097_SP_SET: SQUARE CONCRETE MONUMENT
 NZ0097_STAMPING: E 75 1931 3677.315
 NZ0097_MARK LOGO: CGS   
 NZ0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0097+STABILITY: SURFACE MOTION
 NZ0097_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NZ0097+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1988
 NZ0097
 NZ0097  HISTORY     - Date     Condition        Report By
 NZ0097  HISTORY     - 1931     MONUMENTED       CGS
 NZ0097  HISTORY     - 19880415 GOOD             NGS
 NZ0097
 NZ0097                          STATION DESCRIPTION
 NZ0097
 NZ0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 NZ0097'1.5 MI E FROM PINEHURST.
 NZ0097'ABOUT 1.5 MILES EAST ALONG THE GREEN SPRINGS HIGHWAY (OREGON 66) FROM
 NZ0097'PINEHURST, JACKSON COUNTY, OPPOSITE A HIGHWAY-MAINTENANCE GRAVEL PILE,
 NZ0097'AT THE POINT WHERE AN ABANDONED ROAD TOUCHES THE HIGHWAY ON THE SOUTH,
 NZ0097'ABOUT 147 FEET SOUTHWEST OF THE INTAKE END OF A PIPE CULVERT, AT THE
 NZ0097'NORTHEAST END OF A CURVE, AND 37 FEET SOUTH OF THE CENTER LINE OF THE
 NZ0097'HIGHWAY.  A STANDARD DISK, STAMPED 3677.315 E 75 1931 AND SET IN THE
 NZ0097'TOP OF A CONCRETE POST PROJECTING ABOUT 1 FOOT ABOVE GROUND.
 NZ0097
 NZ0097                          STATION RECOVERY (1988)
 NZ0097
 NZ0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 NZ0097'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  5.5 KM
 NZ0097'(3.40 MI) EASTERLY ALONG STATE HIGHWAY 66 FROM THE SCHOOL HOUSE IN
 NZ0097'LINCOLN, 12.0 M (39.4 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 NZ0097'11.0 M (36.1 FT) WEST OF THE CENTER OF A DIM TRACK ROAD LEADING
 NZ0097'SOUTH, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT)
 NZ0097'NORTHEAST OF A WITNESS POST, AND IN TOP OF A CONCRETE MONUMENT THAT
 NZ0097'PROJECTS 0.18 M (0.6 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0724 ***********************************************************************
 OA0724  DESIGNATION -  E 750
 OA0724  PID         -  OA0724
 OA0724  STATE/COUNTY-  OR/COOS
 OA0724  USGS QUAD   -  BRIDGE (1971)
 OA0724
 OA0724                         *CURRENT SURVEY CONTROL
 OA0724  ___________________________________________________________________
 OA0724* NAD 83(1986)-  43 01 57.     (N)    124 06 01.     (W)     SCALED    
 OA0724* NAVD 88     -        21.793  (meters)      71.50   (feet)  ADJUSTED  
 OA0724  ___________________________________________________________________
 OA0724  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 OA0724  DYNAMIC HT  -          21.789 (meters)      71.49  (feet)  COMP
 OA0724  MODELED GRAV-     980,450.4   (mgal)                       NAVD 88
 OA0724
 OA0724  VERT ORDER  -  FIRST     CLASS II
 OA0724
 OA0724.The horizontal coordinates were scaled from a topographic map and have
 OA0724.an estimated accuracy of +/- 6 seconds.
 OA0724
 OA0724.The orthometric height was determined by differential leveling
 OA0724.and adjusted in June 1991.
 OA0724
 OA0724.The geoid height was determined by GEOID03.
 OA0724
 OA0724.The dynamic height is computed by dividing the NAVD 88
 OA0724.geopotential number by the normal gravity value computed on the
 OA0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0724.degrees latitude (g = 980.6199 gals.).
 OA0724
 OA0724.The modeled gravity was interpolated from observed gravity values.
 OA0724
 OA0724;                    North         East    Units  Estimated Accuracy
 OA0724;SPC OR S     -   158,030.    1,206,710.      MT  (+/- 180 meters Scaled)
 OA0724
 OA0724                          SUPERSEDED SURVEY CONTROL
 OA0724
 OA0724.No superseded survey control is available for this station.
 OA0724
 OA0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN103650(NAD 83)
 OA0724_MARKER: I = METAL ROD
 OA0724_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OA0724+WITH SETTING: INFORMATION.
 OA0724_SP_SET: SHALLOW-SET METAL ROD
 OA0724_STAMPING: E 750 1987
 OA0724_MARK LOGO: NGS   
 OA0724_PROJECTION: FLUSH
 OA0724_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OA0724_ROD/PIPE-DEPTH: 1.1  meters
 OA0724
 OA0724  HISTORY     - Date     Condition        Report By
 OA0724  HISTORY     - 1987     MONUMENTED       NGS
 OA0724  HISTORY     - 1988     GOOD             USPSQD
 OA0724
 OA0724                          STATION DESCRIPTION
 OA0724
 OA0724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 OA0724'5.9 KM (3.65 MI) SE FROM MYRTLE POINT.
 OA0724'5.9 KM (3.65 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 42 FROM THE
 OA0724'JUNCTION OF SPRUCE STREET IN MYRTLE POINT, 47.5 M (155.8 FT)
 OA0724'NORTHWEST OF THE NORTH CORNER OF A HIGHWAY BRIDGE SPANNING THE MIDDLE
 OA0724'FORK OF THE COQUILLE RIVER, 22.4 M (73.5 FT) SOUTH OF THE CENTER OF A
 OA0724'PAVED ROAD, AND 15.1 M (49.5 FT) NORTHEAST OF THE CENTERLINE OF THE
 OA0724'HIGHWAY. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 OA0724'CAP.
 OA0724'THE MARK IS 0.2 METERS  SW FROM  A WITNESS POST
 OA0724'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 OA0724
 OA0724                          STATION RECOVERY (1988)
 OA0724
 OA0724'RECOVERY NOTE BY US POWER SQUADRON 1988 (AS)
 OA0724'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0616 ***********************************************************************
 OA0616  DESIGNATION -  E 751
 OA0616  PID         -  OA0616
 OA0616  STATE/COUNTY-  OR/COOS
 OA0616  USGS QUAD   -  COOS BAY (1975)
 OA0616
 OA0616                         *CURRENT SURVEY CONTROL
 OA0616  ___________________________________________________________________
 OA0616* NAD 83(1986)-  43 19 27.     (N)    124 12 24.     (W)     SCALED    
 OA0616* NAVD 88     -         2.740  (meters)       8.99   (feet)  ADJUSTED  
 OA0616  ___________________________________________________________________
 OA0616  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 OA0616  DYNAMIC HT  -           2.740 (meters)       8.99  (feet)  COMP
 OA0616  MODELED GRAV-     980,473.6   (mgal)                       NAVD 88
 OA0616
 OA0616  VERT ORDER  -  FIRST     CLASS II
 OA0616
 OA0616.The horizontal coordinates were scaled from a topographic map and have
 OA0616.an estimated accuracy of +/- 6 seconds.
 OA0616
 OA0616.The orthometric height was determined by differential leveling
 OA0616.and adjusted in June 1991.
 OA0616
 OA0616.The geoid height was determined by GEOID03.
 OA0616
 OA0616.The dynamic height is computed by dividing the NAVD 88
 OA0616.geopotential number by the normal gravity value computed on the
 OA0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0616.degrees latitude (g = 980.6199 gals.).
 OA0616
 OA0616.The modeled gravity was interpolated from observed gravity values.
 OA0616
 OA0616;                    North         East    Units  Estimated Accuracy
 OA0616;SPC OR S     -   190,770.    1,199,480.      MT  (+/- 180 meters Scaled)
 OA0616
 OA0616                          SUPERSEDED SURVEY CONTROL
 OA0616
 OA0616.No superseded survey control is available for this station.
 OA0616
 OA0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN021975(NAD 83)
 OA0616_MARKER: I = METAL ROD
 OA0616_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OA0616_SP_SET: STAINLESS STEEL ROD
 OA0616_STAMPING: E 751 1987
 OA0616_MARK LOGO: NGS   
 OA0616_PROJECTION: FLUSH
 OA0616_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OA0616_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OA0616+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2004
 OA0616_ROD/PIPE-DEPTH: 20.4 meters
 OA0616
 OA0616  HISTORY     - Date     Condition        Report By
 OA0616  HISTORY     - 1987     MONUMENTED       NGS
 OA0616  HISTORY     - 1988     GOOD             USPSQD
 OA0616  HISTORY     - 1989     GOOD             USPSQD
 OA0616  HISTORY     - 20041007 GOOD             COOSCS
 OA0616
 OA0616                          STATION DESCRIPTION
 OA0616
 OA0616'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 OA0616'6.0 KM (3.75 MI) SOUTH FROM COOS BAY.
 OA0616'6.0 KM (3.75 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM ITS JUNCTION
 OA0616'WITH COMMERCIAL AVENUE IN COOS BAY, 20.6 M (67.6 FT) WEST OF THE
 OA0616'CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, 5.0 M (16.4 FT)
 OA0616'WEST OF THE CENTER OF A PAVED ROAD, AND 2.9 M (9.5 FT)
 OA0616'NORTH-NORTHWEST OF UTILITY POLE NUMBER 116002 WITH THREE GUY WIRES.
 OA0616'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OA0616'THE MARK IS 0.3 METERS  ENE FROM  A WITNESS POST
 OA0616'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 OA0616
 OA0616                          STATION RECOVERY (1988)
 OA0616
 OA0616'RECOVERY NOTE BY US POWER SQUADRON 1988 (AS)
 OA0616'RECOVERED IN GOOD CONDITION.
 OA0616
 OA0616                          STATION RECOVERY (1989)
 OA0616
 OA0616'RECOVERY NOTE BY US POWER SQUADRON 1989 (AES)
 OA0616'RECOVERED IN GOOD CONDITION.
 OA0616
 OA0616                          STATION RECOVERY (2004)
 OA0616
 OA0616'RECOVERY NOTE BY COOS COUNTY SURVEYOR 2004 (BH)
 OA0616'NOTE- THE STAINLESS STEEL ROD PROTRUDES 0.04' ABOVE LEVEL OF LOGO CAP.
 OA0616' 
 OA0616'GPS VISIBILITY IS +15  IN 360  AROUND THIS MONUMENT, EXCEPT FOR THE
 OA0616'FOLLOWING QUADRANTS,
 OA0616' FROM S10 E TO S30 W IT GOES TO +25  AND FROM S40 W TO S50 W IT GOES
 OA0616'TO +25  WITH THE POWER POLE REFERENCE OBJECT AND TIMBER IN THE OTHER
 OA0616'AREAS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1541 ***********************************************************************
 QD1541  DESIGNATION -  E 752
 QD1541  PID         -  QD1541
 QD1541  STATE/COUNTY-  OR/DESCHUTES
 QD1541  USGS QUAD   -  REDMOND (1975)
 QD1541
 QD1541                         *CURRENT SURVEY CONTROL
 QD1541  ___________________________________________________________________
 QD1541* NAD 83(1986)-  44 15 44.     (N)    121 10 36.     (W)     SCALED    
 QD1541* NAVD 88     -       923.361  (meters)    3029.39   (feet)  ADJUSTED  
 QD1541  ___________________________________________________________________
 QD1541  GEOID HEIGHT-         -21.14  (meters)                     GEOID03
 QD1541  DYNAMIC HT  -         923.051 (meters)    3028.38  (feet)  COMP
 QD1541  MODELED GRAV-     980,251.0   (mgal)                       NAVD 88
 QD1541
 QD1541  VERT ORDER  -  FIRST     CLASS II
 QD1541
 QD1541.The horizontal coordinates were scaled from a topographic map and have
 QD1541.an estimated accuracy of +/- 6 seconds.
 QD1541
 QD1541.The orthometric height was determined by differential leveling
 QD1541.and adjusted in June 1991.
 QD1541
 QD1541.The geoid height was determined by GEOID03.
 QD1541
 QD1541.The dynamic height is computed by dividing the NAVD 88
 QD1541.geopotential number by the normal gravity value computed on the
 QD1541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1541.degrees latitude (g = 980.6199 gals.).
 QD1541
 QD1541.The modeled gravity was interpolated from observed gravity values.
 QD1541
 QD1541;                    North         East    Units  Estimated Accuracy
 QD1541;SPC OR S     -   288,560.    1,445,960.      MT  (+/- 180 meters Scaled)
 QD1541
 QD1541                          SUPERSEDED SURVEY CONTROL
 QD1541
 QD1541.No superseded survey control is available for this station.
 QD1541
 QD1541_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ455026(NAD 83)
 QD1541_MARKER: DV = VERTICAL CONTROL DISK
 QD1541_SETTING: 66 = SET IN ROCK OUTCROP
 QD1541_SP_SET: IN A DRILL HOLE IN BEDROCK
 QD1541_STAMPING: E 752 1988
 QD1541_MARK LOGO: NGS   
 QD1541_MAGNETIC: N = NO MAGNETIC MATERIAL
 QD1541_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QD1541+STABILITY: POSITION/ELEVATION WELL
 QD1541_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QD1541+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2000
 QD1541
 QD1541  HISTORY     - Date     Condition        Report By
 QD1541  HISTORY     - 1988     MONUMENTED       NGS
 QD1541  HISTORY     - 20000216 GOOD             NGS
 QD1541
 QD1541                          STATION DESCRIPTION
 QD1541
 QD1541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 QD1541'IN REDMOND, AT THE INTERSECTION OF THE BURLINGTON NORTHERN RAILROAD
 QD1541'AND SISTERS AVENUE, ON A LEDGE IN AN EXPOSED AREA OF BEDROCK IN A
 QD1541'RAILROAD CUT, 78.9 M (258.9 FT) SOUTHWEST OF THE CENTERLINE OF THE
 QD1541'AVENUE, 3.5 M (11.5 FT) SOUTHEAST OF THE NEAR RAIL, 2.4 M (7.9 FT)
 QD1541'SOUTHWEST OF THE NORTHEAST END OF THE EXPOSED BEDROCK, 0.6 M (2.0 FT)
 QD1541'ABOVE THE TRACKS, AND 0.3 M (1.0 FT) SOUTHWEST OF A WITNESS POST.
 QD1541
 QD1541                          STATION RECOVERY (2000)
 QD1541
 QD1541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 QD1541'IN REDMOND AT THE INTERSECTION OF THE BURLINGTON NORTHERN RAILROAD AND
 QD1541'SISTERS AVENUE, ON A LEDGE OF EXPOSED BEDROCK IN A RAILROAD CUT. 78.9
 QD1541'M (258.9 FT) SOUTHWEST OF THE CENTERLINE OF THE AVENUE, 3.5 M (11.5
 QD1541'FT) SOUTHEAST OF THE NEAR RAIL, 2.4 M (7.9 FT) SOUTHWEST OF THE
 QD1541'NORTHEAST END OF THE EXPOSED BEDROCK, 0.6 M (2.0 FT) ABOVE THE LEVEL
 QD1541'OF THE RAIL, AND 0.3 M (1.0 FT) SOUTHWEST OF A WITNESS POST. NOTE--THE
 QD1541'MONUMENT IS ON THE PROPERTY OF THE BURLINGTON NORTHERN RAILROAD, 156
 QD1541'NORTHWEST DEPOT ROAD, MADRAS, OR 97741, PHONE NUMBER (541) 475-2122.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1469 ***********************************************************************
 QD1469  DESIGNATION -  E 753
 QD1469  PID         -  QD1469
 QD1469  STATE/COUNTY-  OR/CROOK
 QD1469  USGS QUAD   -  CADLE BUTTE (1992)
 QD1469
 QD1469                         *CURRENT SURVEY CONTROL
 QD1469  ___________________________________________________________________
 QD1469* NAD 83(1986)-  44 19 57.     (N)    120 35 12.     (W)     SCALED    
 QD1469* NAVD 88     -      1014.984  (meters)    3329.99   (feet)  ADJUSTED  
 QD1469  ___________________________________________________________________
 QD1469  GEOID HEIGHT-         -19.86  (meters)                     GEOID03
 QD1469  DYNAMIC HT  -        1014.626 (meters)    3328.82  (feet)  COMP
 QD1469  MODELED GRAV-     980,230.5   (mgal)                       NAVD 88
 QD1469
 QD1469  VERT ORDER  -  FIRST     CLASS II
 QD1469
 QD1469.The horizontal coordinates were scaled from a topographic map and have
 QD1469.an estimated accuracy of +/- 6 seconds.
 QD1469
 QD1469.The orthometric height was determined by differential leveling
 QD1469.and adjusted in June 1991.
 QD1469
 QD1469.The geoid height was determined by GEOID03.
 QD1469
 QD1469.The dynamic height is computed by dividing the NAVD 88
 QD1469.geopotential number by the normal gravity value computed on the
 QD1469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1469.degrees latitude (g = 980.6199 gals.).
 QD1469
 QD1469.The modeled gravity was interpolated from observed gravity values.
 QD1469
 QD1469;                    North         East    Units  Estimated Accuracy
 QD1469;SPC OR S     -   296,160.    1,493,090.      MT  (+/- 180 meters Scaled)
 QD1469
 QD1469                          SUPERSEDED SURVEY CONTROL
 QD1469
 QD1469.No superseded survey control is available for this station.
 QD1469
 QD1469_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ924116(NAD 83)
 QD1469_MARKER: I = METAL ROD
 QD1469_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QD1469+WITH SETTING: INFORMATION.
 QD1469_SP_SET: METAL ROD DRIVEN INTO GROUND
 QD1469_STAMPING: E 753 1988
 QD1469_MARK LOGO: NGS   
 QD1469_MAGNETIC: I = MARKER IS A STEEL ROD
 QD1469_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QD1469_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QD1469+SATELLITE: SATELLITE OBSERVATIONS - 1988
 QD1469
 QD1469  HISTORY     - Date     Condition        Report By
 QD1469  HISTORY     - 1988     MONUMENTED       NGS
 QD1469
 QD1469                          STATION DESCRIPTION
 QD1469
 QD1469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 QD1469'23.4 KM (14.55 MI) EASTERLY ALONG U.S. HIGHWAY 26 FROM THE COURTHOUSE
 QD1469'IN PRINEVILLE, A METAL ROD DRIVEN 2.4 METERS AND FLUSH WITH
 QD1469'GROUND, 61.0 M (200.1 FT) SOUTHWEST OF THE NORTHWEST END OF THE
 QD1469'MOST SOUTHWESTERLY 1 OF 2 METAL DRAIN PIPES, 15.1 M (49.5 FT)
 QD1469'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 14.3 M (46.9 FT)
 QD1469'NORTH-NORTHEAST OF THE NORTHWEST END OF A METAL DRAIN PIPE, 2.3 M
 QD1469'(7.5 FT) NORTHEAST OF A UTILITY POLE, 0.3 M (1.0 FT) SOUTHEAST OF A
 QD1469'WITNESS POST AND FENCE, AND LEVEL WITH THE HIGHWAY.  NOTE--ACCESS TO
 QD1469'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0633 ***********************************************************************
 OA0633  DESIGNATION -  E 754
 OA0633  PID         -  OA0633
 OA0633  STATE/COUNTY-  OR/COOS
 OA0633  USGS QUAD   -  EMPIRE (1970)
 OA0633
 OA0633                         *CURRENT SURVEY CONTROL
 OA0633  ___________________________________________________________________
 OA0633* NAD 83(1986)-  43 23 07.     (N)    124 16 55.     (W)     SCALED    
 OA0633* NAVD 88     -         3.319  (meters)      10.89   (feet)  ADJUSTED  
 OA0633  ___________________________________________________________________
 OA0633  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 OA0633  DYNAMIC HT  -           3.318 (meters)      10.89  (feet)  COMP
 OA0633  MODELED GRAV-     980,464.0   (mgal)                       NAVD 88
 OA0633
 OA0633  VERT ORDER  -  FIRST     CLASS II
 OA0633
 OA0633.The horizontal coordinates were scaled from a topographic map and have
 OA0633.an estimated accuracy of +/- 6 seconds.
 OA0633
 OA0633.The orthometric height was determined by differential leveling
 OA0633.and adjusted in June 1991.
 OA0633
 OA0633.The geoid height was determined by GEOID03.
 OA0633
 OA0633.The dynamic height is computed by dividing the NAVD 88
 OA0633.geopotential number by the normal gravity value computed on the
 OA0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0633.degrees latitude (g = 980.6199 gals.).
 OA0633
 OA0633.The modeled gravity was interpolated from observed gravity values.
 OA0633
 OA0633;                    North         East    Units  Estimated Accuracy
 OA0633;SPC OR S     -   197,830.    1,193,690.      MT  (+/- 180 meters Scaled)
 OA0633
 OA0633                          SUPERSEDED SURVEY CONTROL
 OA0633
 OA0633.No superseded survey control is available for this station.
 OA0633
 OA0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCP961043(NAD 83)
 OA0633_MARKER: I = METAL ROD
 OA0633_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OA0633_SP_SET: STAINLESS STEEL ROD
 OA0633_STAMPING: E 754 1988
 OA0633_MARK LOGO: NGS   
 OA0633_PROJECTION: FLUSH
 OA0633_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OA0633_ROD/PIPE-DEPTH: 8.4  meters
 OA0633
 OA0633  HISTORY     - Date     Condition        Report By
 OA0633  HISTORY     - 1988     MONUMENTED       NGS
 OA0633  HISTORY     - 1988     GOOD             USPSQD
 OA0633  HISTORY     - 19940703 GOOD             USPSQD
 OA0633  HISTORY     - 20000204 GOOD             USPSQD
 OA0633  HISTORY     - 20010929 GOOD             USPSQD
 OA0633
 OA0633                          STATION DESCRIPTION
 OA0633
 OA0633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 OA0633'IN COOS BAY.
 OA0633'IN COOS BAY, AT THE INTERSECTION OF EMPIRE BOULEVARD AND FULTON
 OA0633'STREET, 15.0 M (49.2 FT) WEST OF THE CENTERLINE OF THE BOULEVARD,
 OA0633'13.1 M (43.0 FT) NORTH OF THE CENTER OF THE STREET, 9.7 M (31.8 FT)
 OA0633'SOUTH OF THE CENTER OF A GATE, 5.5 M (18.0 FT) NORTH OF A FENCE
 OA0633'CORNER, AND 3.1 M (10.2 FT) NORTHWEST OF UTILITY POLE NUMBER 198303.
 OA0633'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OA0633'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 OA0633'THE MARK IS ABOVE LEVEL WITH THE STREET.
 OA0633
 OA0633                          STATION RECOVERY (1988)
 OA0633
 OA0633'RECOVERY NOTE BY US POWER SQUADRON 1988 (AS)
 OA0633'RECOVERED IN GOOD CONDITION.
 OA0633
 OA0633                          STATION RECOVERY (1994)
 OA0633
 OA0633'RECOVERY NOTE BY US POWER SQUADRON 1994
 OA0633'RECOVERED IN GOOD CONDITION.
 OA0633
 OA0633                          STATION RECOVERY (2000)
 OA0633
 OA0633'RECOVERY NOTE BY US POWER SQUADRON 2000
 OA0633'RECOVERED IN GOOD CONDITION.
 OA0633
 OA0633                          STATION RECOVERY (2001)
 OA0633
 OA0633'RECOVERY NOTE BY US POWER SQUADRON 2001 (AES)
 OA0633'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0681 ***********************************************************************
 OA0681  DESIGNATION -  E 755
 OA0681  PID         -  OA0681
 OA0681  STATE/COUNTY-  OR/DOUGLAS
 OA0681  USGS QUAD   -  REEDSPORT (1985)
 OA0681
 OA0681                         *CURRENT SURVEY CONTROL
 OA0681  ___________________________________________________________________
 OA0681* NAD 83(1986)-  43 41 40.     (N)    124 07 27.     (W)     SCALED    
 OA0681* NAVD 88     -        20.966  (meters)      68.79   (feet)  ADJUSTED  
 OA0681  ___________________________________________________________________
 OA0681  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 OA0681  DYNAMIC HT  -          20.964 (meters)      68.78  (feet)  COMP
 OA0681  MODELED GRAV-     980,521.3   (mgal)                       NAVD 88
 OA0681
 OA0681  VERT ORDER  -  FIRST     CLASS II
 OA0681
 OA0681.The horizontal coordinates were scaled from a topographic map and have
 OA0681.an estimated accuracy of +/- 6 seconds.
 OA0681
 OA0681.The orthometric height was determined by differential leveling
 OA0681.and adjusted in June 1991.
 OA0681
 OA0681.The geoid height was determined by GEOID03.
 OA0681
 OA0681.The dynamic height is computed by dividing the NAVD 88
 OA0681.geopotential number by the normal gravity value computed on the
 OA0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0681.degrees latitude (g = 980.6199 gals.).
 OA0681
 OA0681.The modeled gravity was interpolated from observed gravity values.
 OA0681
 OA0681;                    North         East    Units  Estimated Accuracy
 OA0681;SPC OR S     -   231,580.    1,207,940.      MT  (+/- 180 meters Scaled)
 OA0681
 OA0681                          SUPERSEDED SURVEY CONTROL
 OA0681
 OA0681.No superseded survey control is available for this station.
 OA0681
 OA0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP094385(NAD 83)
 OA0681_MARKER: I = METAL ROD
 OA0681_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OA0681_SP_SET: STAINLESS STEEL ROD
 OA0681_STAMPING: E 755 1988
 OA0681_MARK LOGO: NGS   
 OA0681_PROJECTION: RECESSED 2 CENTIMETERS
 OA0681_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OA0681_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OA0681+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2002
 OA0681_ROD/PIPE-DEPTH: 14.9 meters
 OA0681
 OA0681  HISTORY     - Date     Condition        Report By
 OA0681  HISTORY     - 1988     MONUMENTED       NGS
 OA0681  HISTORY     - 1989     GOOD             USPSQD
 OA0681  HISTORY     - 20020804 GOOD             USPSQD
 OA0681
 OA0681                          STATION DESCRIPTION
 OA0681
 OA0681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 OA0681'IN REEDSPORT.
 OA0681'IN REEDSPORT, AT THE INTERSECTION OF U.S. HIGHWAY 101 AND LONGWOOD
 OA0681'DRIVE, 17.9 M (58.7 FT) SOUTH OF THE CENTERLINE OF THE SOUTHBOUND
 OA0681'LANES OF THE HIGHWAY, 13.6 M (44.6 FT) WEST OF THE CENTER OF AN
 OA0681'ENTRANCE INTO A SCHOOL PARKING LOT, 8.0 M (26.2 FT) NORTH OF THE
 OA0681'CENTER OF THE DRIVE, AND 1.2 M (3.9 FT) SOUTH OF UTILITY POLE NUMBER
 OA0681'AEO4A 11. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 OA0681'CAP.
 OA0681'THE MARK IS 0.2 M ABOVE THE DRIVE.
 OA0681
 OA0681                          STATION RECOVERY (1989)
 OA0681
 OA0681'RECOVERY NOTE BY US POWER SQUADRON 1989 (AES)
 OA0681'RECOVERED IN GOOD CONDITION.
 OA0681
 OA0681                          STATION RECOVERY (2002)
 OA0681
 OA0681'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 OA0681'MARK IS SOUTH OF CENTERLINE OF NORTHBOUND LANES OF HIGHWAY 101. POLE
 OA0681'NUMBER IS AGO4A 11.
 OA0681' 
 OA0681' 
 OA0681' 
 OA0681' 
 OA0681' 
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0745 ***********************************************************************
 OA0745  DESIGNATION -  E 756
 OA0745  PID         -  OA0745
 OA0745  STATE/COUNTY-  OR/COOS
 OA0745  USGS QUAD   -  RIVERTON (1975)
 OA0745
 OA0745                         *CURRENT SURVEY CONTROL
 OA0745  ___________________________________________________________________
 OA0745* NAD 83(1986)-  43 09 08.     (N)    124 17 06.     (W)     SCALED    
 OA0745* NAVD 88     -         9.546  (meters)      31.32   (feet)  ADJUSTED  
 OA0745  ___________________________________________________________________
 OA0745  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 OA0745  DYNAMIC HT  -           9.544 (meters)      31.31  (feet)  COMP
 OA0745  MODELED GRAV-     980,445.3   (mgal)                       NAVD 88
 OA0745
 OA0745  VERT ORDER  -  FIRST     CLASS II
 OA0745
 OA0745.The horizontal coordinates were scaled from a topographic map and have
 OA0745.an estimated accuracy of +/- 6 seconds.
 OA0745
 OA0745.The orthometric height was determined by differential leveling
 OA0745.and adjusted in June 1991.
 OA0745
 OA0745.The geoid height was determined by GEOID03.
 OA0745
 OA0745.The dynamic height is computed by dividing the NAVD 88
 OA0745.geopotential number by the normal gravity value computed on the
 OA0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0745.degrees latitude (g = 980.6199 gals.).
 OA0745
 OA0745.The modeled gravity was interpolated from observed gravity values.
 OA0745
 OA0745;                    North         East    Units  Estimated Accuracy
 OA0745;SPC OR S     -   171,970.    1,192,270.      MT  (+/- 180 meters Scaled)
 OA0745
 OA0745                          SUPERSEDED SURVEY CONTROL
 OA0745
 OA0745.No superseded survey control is available for this station.
 OA0745
 OA0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN955785(NAD 83)
 OA0745_MARKER: DB = BENCH MARK DISK
 OA0745_SETTING: 66 = SET IN ROCK OUTCROP
 OA0745_SP_SET: BEDROCK
 OA0745_STAMPING: E 756 1988
 OA0745_MARK LOGO: NGS   
 OA0745_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OA0745+STABILITY: POSITION/ELEVATION WELL
 OA0745
 OA0745  HISTORY     - Date     Condition        Report By
 OA0745  HISTORY     - 1988     MONUMENTED       NGS
 OA0745  HISTORY     - 19950520 MARK NOT FOUND   USPSQD
 OA0745  HISTORY     - 20020721 MARK NOT FOUND   USPSQD
 OA0745
 OA0745                          STATION DESCRIPTION
 OA0745
 OA0745'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 OA0745'11.3 KM (7.00 MI) SW FROM COQUILLE.
 OA0745'11.3 KM (7.00 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 42 FROM THE
 OA0745'JUNCTION OF STATE HIGHWAY 44 IN COQUILLE, SET VERTICALLY IN THE
 OA0745'NORTHEAST FACE OF THE WESTERN 1/3 OF AN EXPOSED AREA OF BEDROCK IN A
 OA0745'HIGHWAY CUT, 61.3 M (201.1 FT) EAST OF THE CENTER OF A FIELD ENTRANCE
 OA0745'AND GATE, 19.7 M (64.6 FT) SOUTH OF A UTILITY POLE WITH A GUY WIRE,
 OA0745'AND 11.6 M (38.1 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 OA0745'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 OA0745'THE MARK IS 1.3 M ABOVE THE HIGHWAY.
 OA0745
 OA0745                          STATION RECOVERY (1995)
 OA0745
 OA0745'RECOVERY NOTE BY US POWER SQUADRON 1995
 OA0745'MARK NOT FOUND.
 OA0745
 OA0745                          STATION RECOVERY (2002)
 OA0745
 OA0745'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 OA0745'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0770 ***********************************************************************
 OA0770  DESIGNATION -  E 757
 OA0770  PID         -  OA0770
 OA0770  STATE/COUNTY-  OR/CURRY
 OA0770  USGS QUAD   -  SIXES (1996)
 OA0770
 OA0770                         *CURRENT SURVEY CONTROL
 OA0770  ___________________________________________________________________
 OA0770* NAD 83(1986)-  42 51 52.     (N)    124 28 00.     (W)     SCALED    
 OA0770* NAVD 88     -        65.853  (meters)     216.05   (feet)  ADJUSTED  
 OA0770  ___________________________________________________________________
 OA0770  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 OA0770  DYNAMIC HT  -          65.839 (meters)     216.01  (feet)  COMP
 OA0770  MODELED GRAV-     980,415.1   (mgal)                       NAVD 88
 OA0770
 OA0770  VERT ORDER  -  FIRST     CLASS II
 OA0770
 OA0770.The horizontal coordinates were scaled from a topographic map and have
 OA0770.an estimated accuracy of +/- 6 seconds.
 OA0770
 OA0770.The orthometric height was determined by differential leveling
 OA0770.and adjusted in June 1991.
 OA0770
 OA0770.The geoid height was determined by GEOID03.
 OA0770
 OA0770.The dynamic height is computed by dividing the NAVD 88
 OA0770.geopotential number by the normal gravity value computed on the
 OA0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0770.degrees latitude (g = 980.6199 gals.).
 OA0770
 OA0770.The modeled gravity was interpolated from observed gravity values.
 OA0770
 OA0770;                    North         East    Units  Estimated Accuracy
 OA0770;SPC OR S     -   140,730.    1,176,000.      MT  (+/- 180 meters Scaled)
 OA0770
 OA0770                          SUPERSEDED SURVEY CONTROL
 OA0770
 OA0770.No superseded survey control is available for this station.
 OA0770
 OA0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN801468(NAD 83)
 OA0770_MARKER: I = METAL ROD
 OA0770_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OA0770_SP_SET: STAINLESS STEEL ROD
 OA0770_STAMPING: E 757 1988
 OA0770_MARK LOGO: NGS   
 OA0770_PROJECTION: FLUSH
 OA0770_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OA0770_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OA0770+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2002
 OA0770_ROD/PIPE-DEPTH: 12.0 meters
 OA0770
 OA0770  HISTORY     - Date     Condition        Report By
 OA0770  HISTORY     - 1988     MONUMENTED       NGS
 OA0770  HISTORY     - 20020507 GOOD             USPSQD
 OA0770
 OA0770                          STATION DESCRIPTION
 OA0770
 OA0770'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 OA0770'13.9 KM (8.65 MI) NORTH FROM PORT ORFORD.
 OA0770'13.9 KM (8.65 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION
 OA0770'OF HARBOR DRIVE IN PORT ORFORD, 14.3 M (46.9 FT) SOUTHEAST OF UTILITY
 OA0770'POLE NUMBER 5-5 1R1, 11.7 M (38.4 FT) WEST OF THE CENTERLINE OF THE
 OA0770'HIGHWAY, 6.4 M (21.0 FT) SOUTH OF THE CENTER OF A DRIVEWAY LEADING
 OA0770'WEST, AND 0.5 M (1.6 FT) WEST OF A FENCE CORNER. NOTE--ACCESS TO
 OA0770'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OA0770'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 OA0770'THE MARK IS ABOVE LEVEL WITH THE DRIVEWAY.
 OA0770
 OA0770                          STATION RECOVERY (2002)
 OA0770
 OA0770'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 OA0770'ON SOUTH SIDE OF DRIVEWAY LEADING WEST THAT IS NOW NURSERY LANE
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0803 ***********************************************************************
 OA0803  DESIGNATION -  E 758
 OA0803  PID         -  OA0803
 OA0803  STATE/COUNTY-  OR/CURRY
 OA0803  USGS QUAD   -  PORT ORFORD (1996)
 OA0803
 OA0803                         *CURRENT SURVEY CONTROL
 OA0803  ___________________________________________________________________
 OA0803* NAD 83(1986)-  42 41 13.     (N)    124 25 47.     (W)     SCALED    
 OA0803* NAVD 88     -        20.157  (meters)      66.13   (feet)  ADJUSTED  
 OA0803  ___________________________________________________________________
 OA0803  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 OA0803  DYNAMIC HT  -          20.152 (meters)      66.12  (feet)  COMP
 OA0803  MODELED GRAV-     980,380.4   (mgal)                       NAVD 88
 OA0803
 OA0803  VERT ORDER  -  FIRST     CLASS II
 OA0803
 OA0803.The horizontal coordinates were scaled from a topographic map and have
 OA0803.an estimated accuracy of +/- 6 seconds.
 OA0803
 OA0803.The orthometric height was determined by differential leveling
 OA0803.and adjusted in June 1991.
 OA0803
 OA0803.The geoid height was determined by GEOID03.
 OA0803
 OA0803.The dynamic height is computed by dividing the NAVD 88
 OA0803.geopotential number by the normal gravity value computed on the
 OA0803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0803.degrees latitude (g = 980.6199 gals.).
 OA0803
 OA0803.The modeled gravity was interpolated from observed gravity values.
 OA0803
 OA0803;                    North         East    Units  Estimated Accuracy
 OA0803;SPC OR S     -   120,890.    1,178,090.      MT  (+/- 180 meters Scaled)
 OA0803
 OA0803                          SUPERSEDED SURVEY CONTROL
 OA0803
 OA0803.No superseded survey control is available for this station.
 OA0803
 OA0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN828270(NAD 83)
 OA0803_MARKER: DB = BENCH MARK DISK
 OA0803_SETTING: 66 = SET IN ROCK OUTCROP
 OA0803_SP_SET: BEDROCK
 OA0803_STAMPING: E 758 1988
 OA0803_MARK LOGO: NGS   
 OA0803_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OA0803+STABILITY: POSITION/ELEVATION WELL
 OA0803
 OA0803  HISTORY     - Date     Condition        Report By
 OA0803  HISTORY     - 1988     MONUMENTED       NGS
 OA0803
 OA0803                          STATION DESCRIPTION
 OA0803
 OA0803'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 OA0803'9.9 KM (6.15 MI) SOUTH FROM PORT ORFORD.
 OA0803'9.9 KM (6.15 MI) SOUTHERLY ALONG U.S HIGHWAY 101 FROM THE JUNCTION OF
 OA0803'HARBOR DRIVE IN PORT ORFORD, IN AN EXPOSED AREA OF BEDROCK IN A
 OA0803'HIGHWAY CUT, 0.4 KM (0.25 MI) SOUTHEAST OF THE INTERSECTION OF A
 OA0803'PAVED ROAD LEADING NORTHEAST, 6.5 M (21.3 FT) SOUTH OF THE CENTERLINE
 OA0803'OF THE HIGHWAY, 3.1 M (10.2 FT) WEST OF THE SOUTHWEST CORNER OF A
 OA0803'STORM DRAIN, AND 1.5 M (4.9 FT) WEST-SOUTHWEST OF A UTILITY PEDESTAL.
 OA0803'THE MARK IS 0.5 METERS  E FROM  A WITNESS POST
 OA0803'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0868 ***********************************************************************
 OA0868  DESIGNATION -  E 759
 OA0868  PID         -  OA0868
 OA0868  STATE/COUNTY-  OR/CURRY
 OA0868  USGS QUAD   -  BROOKINGS (1986)
 OA0868
 OA0868                         *CURRENT SURVEY CONTROL
 OA0868  ___________________________________________________________________
 OA0868* NAD 83(1986)-  42 04 35.     (N)    124 18 45.     (W)     SCALED    
 OA0868* NAVD 88     -        51.101  (meters)     167.65   (feet)  ADJUSTED  
 OA0868  ___________________________________________________________________
 OA0868  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 OA0868  DYNAMIC HT  -          51.086 (meters)     167.60  (feet)  COMP
 OA0868  MODELED GRAV-     980,322.2   (mgal)                       NAVD 88
 OA0868
 OA0868  VERT ORDER  -  FIRST     CLASS II
 OA0868
 OA0868.The horizontal coordinates were scaled from a topographic map and have
 OA0868.an estimated accuracy of +/- 6 seconds.
 OA0868
 OA0868.The orthometric height was determined by differential leveling
 OA0868.and adjusted in June 1991.
 OA0868
 OA0868.The geoid height was determined by GEOID03.
 OA0868
 OA0868.The dynamic height is computed by dividing the NAVD 88
 OA0868.geopotential number by the normal gravity value computed on the
 OA0868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0868.degrees latitude (g = 980.6199 gals.).
 OA0868
 OA0868.The modeled gravity was interpolated from observed gravity values.
 OA0868
 OA0868;                    North         East    Units  Estimated Accuracy
 OA0868;SPC OR S     -    52,700.    1,184,600.      MT  (+/- 180 meters Scaled)
 OA0868
 OA0868                          SUPERSEDED SURVEY CONTROL
 OA0868
 OA0868.No superseded survey control is available for this station.
 OA0868
 OA0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCM914590(NAD 83)
 OA0868_MARKER: DB = BENCH MARK DISK
 OA0868_SETTING: 66 = SET IN ROCK OUTCROP
 OA0868_SP_SET: BEDROCK
 OA0868_STAMPING: E 759 1988
 OA0868_MARK LOGO: NGS   
 OA0868_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OA0868+STABILITY: POSITION/ELEVATION WELL
 OA0868_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OA0868+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2008
 OA0868
 OA0868  HISTORY     - Date     Condition        Report By
 OA0868  HISTORY     - 1988     MONUMENTED       NGS
 OA0868  HISTORY     - 20080325 GOOD             COLIS
 OA0868
 OA0868                          STATION DESCRIPTION
 OA0868
 OA0868'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 OA0868'3.8 KM (2.35 MI) NORTH FROM BROOKINGS.
 OA0868'3.8 KM (2.35 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE
 OA0868'IN BROOKINGS, IN THE MOST NORTHWESTERN 1/3 OF AN 8 BY 78 FOOT AREA OF
 OA0868'OUTCROPPING BEDROCK, 51.3 M (168.3 FT) SOUTH OF THE CENTER OF
 OA0868'CARPENTERVILLE ROAD, 32.8 M (107.6 FT) NORTHEAST OF THE CENTERLINE OF
 OA0868'THE HIGHWAY, 7.5 M (24.6 FT) EAST OF TTHE CENTER OF A PAVED ROAD
 OA0868'LEADING SOUTH TO THE SOUTH COAST LUMBER COMPANY, 2.0 M (6.6 FT)
 OA0868'NORTHEAST OF THE NORTH LEG OF A SIGN (WELCOME TO BROOKINGS), AND
 OA0868'ABOUT 6.1 M (20.0 FT) BELOW THE SOUTHWEST CORNER OF A LARGE GREEN
 OA0868'METAL BUILDING.
 OA0868'THE MARK IS 0.6 M ABOVE THE PAVED ROAD.
 OA0868
 OA0868                          STATION RECOVERY (2008)
 OA0868
 OA0868'RECOVERY NOTE BY WILLIAM COLISCH PLS 2008 (WPC)
 OA0868'LAT 42 04 35.92, LON 124 18 44.87
 OA0868'9' EAST OF EDGE OF AC ROAD
 OA0868'S32E, 20.2' FROM E'LY GATE POST
 OA0868'S74E, 43.4' FROM W'LY GATE POST
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0343 ***********************************************************************
 PC0343  DESIGNATION -  E 76 RESET
 PC0343  PID         -  PC0343
 PC0343  STATE/COUNTY-  OR/DOUGLAS
 PC0343  USGS QUAD   -  WINSTON (1987)
 PC0343
 PC0343                         *CURRENT SURVEY CONTROL
 PC0343  ___________________________________________________________________
 PC0343* NAD 83(1986)-  43 07 17.     (N)    123 24 47.     (W)     SCALED    
 PC0343* NAVD 88     -       161.40   (meters)     529.5    (feet)  RESET     
 PC0343  ___________________________________________________________________
 PC0343  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 PC0343  VERT ORDER  -  THIRD
 PC0343
 PC0343.The horizontal coordinates were scaled from a topographic map and have
 PC0343.an estimated accuracy of +/- 6 seconds.
 PC0343
 PC0343.The orthometric height was computed from unverified reset data.
 PC0343
 PC0343.The geoid height was determined by GEOID03.
 PC0343
 PC0343;                    North         East    Units  Estimated Accuracy
 PC0343;SPC OR S     -   165,720.    1,263,010.      MT  (+/- 180 meters Scaled)
 PC0343
 PC0343                          SUPERSEDED SURVEY CONTROL
 PC0343
 PC0343.No superseded survey control is available for this station.
 PC0343
 PC0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN663743(NAD 83)
 PC0343_MARKER: DB = BENCH MARK DISK
 PC0343_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PC0343_SP_SET: SIDEWALK
 PC0343_STAMPING: E 76 RESET 1974
 PC0343_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PC0343
 PC0343  HISTORY     - Date     Condition        Report By
 PC0343  HISTORY     - 1974     MONUMENTED       NGS
 PC0343  HISTORY     - 19840501 GOOD             USGS
 PC0343
 PC0343                          STATION DESCRIPTION
 PC0343
 PC0343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 PC0343'IN WINSTON.
 PC0343'AT THE SOUTHWEST CORNER OF THE WINSTON POST OFFICE, WHICH IS 0.05 MILE
 PC0343'SOUTH OF THE INTERSECTION OF JORGENS STREET, AND ROSE AVENUE, A
 PC0343'STANDARD DISK CEMENTED IN A DRILL HOLE IN THE SIDEWALK, 4.5 FEET WEST
 PC0343'OF THE SOUTHWEST CORNER OF THE POST OFFICE, AND 0.5 FOOT HIGHER THAN
 PC0343'THE PARKING AREA.  NOTE-- AZIMUTH MARK FOR TRIANGULATION STATION
 PC0343'COOBURG 2 1974.
 PC0343
 PC0343                          STATION RECOVERY (1984)
 PC0343
 PC0343'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984 (ALM)
 PC0343'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0935 ***********************************************************************
 NZ0935  DESIGNATION -  E 760
 NZ0935  PID         -  NZ0935
 NZ0935  STATE/COUNTY-  OR/JACKSON
 NZ0935  USGS QUAD   -  GRANTS PASS (1996)
 NZ0935
 NZ0935                         *CURRENT SURVEY CONTROL
 NZ0935  ___________________________________________________________________
 NZ0935* NAD 83(1986)-  42 25 46.     (N)    123 18 18.     (W)     SCALED    
 NZ0935* NAVD 88     -       286.125  (meters)     938.73   (feet)  ADJUSTED  
 NZ0935  ___________________________________________________________________
 NZ0935  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 NZ0935  DYNAMIC HT  -         286.025 (meters)     938.40  (feet)  COMP
 NZ0935  MODELED GRAV-     980,265.0   (mgal)                       NAVD 88
 NZ0935
 NZ0935  VERT ORDER  -  FIRST     CLASS II
 NZ0935
 NZ0935.The horizontal coordinates were scaled from a topographic map and have
 NZ0935.an estimated accuracy of +/- 6 seconds.
 NZ0935
 NZ0935.The orthometric height was determined by differential leveling
 NZ0935.and adjusted in June 1991.
 NZ0935
 NZ0935.The geoid height was determined by GEOID03.
 NZ0935
 NZ0935.The dynamic height is computed by dividing the NAVD 88
 NZ0935.geopotential number by the normal gravity value computed on the
 NZ0935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0935.degrees latitude (g = 980.6199 gals.).
 NZ0935
 NZ0935.The modeled gravity was interpolated from observed gravity values.
 NZ0935
 NZ0935;                    North         East    Units  Estimated Accuracy
 NZ0935;SPC OR S     -    88,600.    1,269,220.      MT  (+/- 180 meters Scaled)
 NZ0935
 NZ0935                          SUPERSEDED SURVEY CONTROL
 NZ0935
 NZ0935.No superseded survey control is available for this station.
 NZ0935
 NZ0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM749975(NAD 83)
 NZ0935_MARKER: I = METAL ROD
 NZ0935_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NZ0935_SP_SET: STAINLESS STEEL ROD
 NZ0935_STAMPING: E 760 1988
 NZ0935_MARK LOGO: NGS   
 NZ0935_PROJECTION: FLUSH
 NZ0935_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NZ0935+STABILITY: POSITION/ELEVATION WELL
 NZ0935_ROD/PIPE-DEPTH: 4.6  meters
 NZ0935
 NZ0935  HISTORY     - Date     Condition        Report By
 NZ0935  HISTORY     - 1988     MONUMENTED       NGS
 NZ0935
 NZ0935                          STATION DESCRIPTION
 NZ0935
 NZ0935'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 NZ0935'IN GRANTS PASS.
 NZ0935'IN GRANTS PASS, AT 1560 S.E. M STREET, 25.3 M (83.0 FT) SOUTH OF THE
 NZ0935'SOUTHWEST CORNER OF DEMPSEY TRUCK PARTS AND REPAIR AT 1560 S.E. M
 NZ0935'STREET, 7.4 M (24.3 FT) NORTHEAST OF THE CENTERLINE OF THE STREET,
 NZ0935'AND 0.4 M (1.3 FT) SOUTHEAST OF A JACKSON COUNTY RIGHT-OF-WAY POST.
 NZ0935'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NZ0935'THE MARK IS 0.3 M ABOVE THE STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0559 ***********************************************************************
 OA0559  DESIGNATION -  E 77
 OA0559  PID         -  OA0559
 OA0559  STATE/COUNTY-  OR/COOS
 OA0559  USGS QUAD   -  BRIDGE (1971)
 OA0559
 OA0559                         *CURRENT SURVEY CONTROL
 OA0559  ___________________________________________________________________
 OA0559* NAD 83(1986)-  43 01 28.     (N)    124 00 27.     (W)     SCALED    
 OA0559* NAVD 88     -        45.751  (meters)     150.10   (feet)  POSTED    
 OA0559  ___________________________________________________________________
 OA0559  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 OA0559  DYNAMIC HT  -          45.740 (meters)     150.07  (feet)  COMP
 OA0559  MODELED GRAV-     980,432.5   (mgal)                       NAVD 88
 OA0559
 OA0559  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 OA0559
 OA0559.The horizontal coordinates were scaled from a topographic map and have
 OA0559.an estimated accuracy of +/- 6 seconds.
 OA0559
 OA0559.The orthometric height was determined by differential leveling
 OA0559.and adjusted by the  in 1992.
 OA0559.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 OA0559.rate of 1.1 thru 2.0 mm/km.
 OA0559
 OA0559.The geoid height was determined by GEOID03.
 OA0559
 OA0559.The dynamic height is computed by dividing the NAVD 88
 OA0559.geopotential number by the normal gravity value computed on the
 OA0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0559.degrees latitude (g = 980.6199 gals.).
 OA0559
 OA0559.The modeled gravity was interpolated from observed gravity values.
 OA0559
 OA0559;                    North         East    Units  Estimated Accuracy
 OA0559;SPC OR S     -   156,810.    1,214,220.      MT  (+/- 180 meters Scaled)
 OA0559
 OA0559                          SUPERSEDED SURVEY CONTROL
 OA0559
 OA0559  NGVD 29 (??/??/92)   44.661  (m)          146.53   (f) ADJ UNCH    2 0
 OA0559
 OA0559.Superseded values are not recommended for survey control.
 OA0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0559.See file dsdata.txt to determine how the superseded data were derived.
 OA0559
 OA0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN179640(NAD 83)
 OA0559_MARKER: DB = BENCH MARK DISK
 OA0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA0559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OA0559_STAMPING: E 77 1931
 OA0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0559+STABILITY: SURFACE MOTION
 OA0559
 OA0559  HISTORY     - Date     Condition        Report By
 OA0559  HISTORY     - 1931     MONUMENTED       CGS
 OA0559  HISTORY     - 1970     GOOD             USGS
 OA0559  HISTORY     - 19700609 GOOD             USPSQD
 OA0559  HISTORY     - 1987     MARK NOT FOUND   NGS
 OA0559  HISTORY     - 19940619 MARK NOT FOUND   USPSQD
 OA0559  HISTORY     - 20010725 MARK NOT FOUND   USPSQD
 OA0559
 OA0559                          STATION DESCRIPTION
 OA0559
 OA0559'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 OA0559'IN BRIDGE.
 OA0559'BRIDGE, IN WEST PART OF TOWN.  29 FEET NE. OF OLD STATE HIGHWAY 42
 OA0559'CENTERLINE.  21 FOOT SE. OF CENTERLINE OF GRAVEL ROAD TO COOS FOREST
 OA0559'PATROL - BRIDGE UNIT, DEPARTMENT OF FORESTRY, STATE OF OREGON (AS PER
 OA0559'SIGN).  0.9 FOOT NW. OF A METAL WITNESS POST AND ABOUT 1.5 FEET BELOW
 OA0559'A SMALL FILL BANK.  IN A CONCRETE POST.  A STANDARD USC AND GS TABLET
 OA0559'STAMPED E 77 1931.
 OA0559
 OA0559                          STATION RECOVERY (1970)
 OA0559
 OA0559'RECOVERY NOTE BY US POWER SQUADRON 1970 (RAN)
 OA0559'RECOVERED IN GOOD CONDITION.
 OA0559
 OA0559                          STATION RECOVERY (1987)
 OA0559
 OA0559'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 OA0559'MARK NOT FOUND.
 OA0559
 OA0559                          STATION RECOVERY (1994)
 OA0559
 OA0559'RECOVERY NOTE BY US POWER SQUADRON 1994
 OA0559'MARK NOT FOUND.
 OA0559
 OA0559                          STATION RECOVERY (2001)
 OA0559
 OA0559'RECOVERY NOTE BY US POWER SQUADRON 2001 (AES)
 OA0559'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0971 ***********************************************************************
 NZ0971  DESIGNATION -  E 783
 NZ0971  PID         -  NZ0971
 NZ0971  STATE/COUNTY-  OR/JACKSON
 NZ0971  USGS QUAD   -  SISKIYOU PASS (1983)
 NZ0971
 NZ0971                         *CURRENT SURVEY CONTROL
 NZ0971  ___________________________________________________________________
 NZ0971* NAD 83(1986)-  42 06 33.     (N)    122 36 57.     (W)     SCALED    
 NZ0971* NAVD 88     -       969.087  (meters)    3179.41   (feet)  ADJUSTED  
 NZ0971  ___________________________________________________________________
 NZ0971  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 NZ0971  DYNAMIC HT  -         968.553 (meters)    3177.66  (feet)  COMP
 NZ0971  MODELED GRAV-     980,038.5   (mgal)                       NAVD 88
 NZ0971
 NZ0971  VERT ORDER  -  FIRST     CLASS II
 NZ0971
 NZ0971.The horizontal coordinates were scaled from a topographic map and have
 NZ0971.an estimated accuracy of +/- 6 seconds.
 NZ0971
 NZ0971.The orthometric height was determined by differential leveling
 NZ0971.and adjusted in June 1991.
 NZ0971
 NZ0971.The geoid height was determined by GEOID03.
 NZ0971
 NZ0971.The dynamic height is computed by dividing the NAVD 88
 NZ0971.geopotential number by the normal gravity value computed on the
 NZ0971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0971.degrees latitude (g = 980.6199 gals.).
 NZ0971
 NZ0971.The modeled gravity was interpolated from observed gravity values.
 NZ0971
 NZ0971;                    North         East    Units  Estimated Accuracy
 NZ0971;SPC OR S     -    51,370.    1,325,010.      MT  (+/- 180 meters Scaled)
 NZ0971
 NZ0971                          SUPERSEDED SURVEY CONTROL
 NZ0971
 NZ0971.No superseded survey control is available for this station.
 NZ0971
 NZ0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM317619(NAD 83)
 NZ0971_MARKER: DB = BENCH MARK DISK
 NZ0971_SETTING: 66 = SET IN ROCK OUTCROP
 NZ0971_SP_SET: BEDROCK
 NZ0971_STAMPING: E 783 1988
 NZ0971_MARK LOGO: NGS   
 NZ0971_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NZ0971+STABILITY: POSITION/ELEVATION WELL
 NZ0971
 NZ0971  HISTORY     - Date     Condition        Report By
 NZ0971  HISTORY     - 1988     MONUMENTED       NGS
 NZ0971
 NZ0971                          STATION DESCRIPTION
 NZ0971
 NZ0971'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 NZ0971'9.5 KM (5.90 MI) SOUTH FROM ASHLAND.
 NZ0971'9.5 KM (5.90 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 5 FROM ITS
 NZ0971'JUNCTION WITH STATE HIGHWAY 66 IN ASHLAND, IN THE NORTHWESTERN 1/3 OF
 NZ0971'AN EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 30.0 M (98.4 FT)
 NZ0971'SOUTHEAST OF THE NORTHWEST END OF THE BEDROCK, AND 14.7 M (48.2 FT)
 NZ0971'SOUTHWEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY.
 NZ0971'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 NZ0971'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1007 ***********************************************************************
 NZ1007  DESIGNATION -  E 784
 NZ1007  PID         -  NZ1007
 NZ1007  STATE/COUNTY-  OR/KLAMATH
 NZ1007  USGS QUAD   -  LITTLE CHINQUAPIN MOUNTAIN (1988)
 NZ1007
 NZ1007                         *CURRENT SURVEY CONTROL
 NZ1007  ___________________________________________________________________
 NZ1007* NAD 83(1986)-  42 07 37.     (N)    122 15 47.     (W)     SCALED    
 NZ1007* NAVD 88     -      1298.821  (meters)    4261.22   (feet)  ADJUSTED  
 NZ1007  ___________________________________________________________________
 NZ1007  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 NZ1007  DYNAMIC HT  -        1298.020 (meters)    4258.59  (feet)  COMP
 NZ1007  MODELED GRAV-     979,960.0   (mgal)                       NAVD 88
 NZ1007
 NZ1007  VERT ORDER  -  FIRST     CLASS II
 NZ1007
 NZ1007.The horizontal coordinates were scaled from a topographic map and have
 NZ1007.an estimated accuracy of +/- 6 seconds.
 NZ1007
 NZ1007.The orthometric height was determined by differential leveling
 NZ1007.and adjusted in June 1991.
 NZ1007
 NZ1007.The geoid height was determined by GEOID03.
 NZ1007
 NZ1007.The dynamic height is computed by dividing the NAVD 88
 NZ1007.geopotential number by the normal gravity value computed on the
 NZ1007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ1007.degrees latitude (g = 980.6199 gals.).
 NZ1007
 NZ1007.The modeled gravity was interpolated from observed gravity values.
 NZ1007
 NZ1007;                    North         East    Units  Estimated Accuracy
 NZ1007;SPC OR S     -    52,670.    1,354,220.      MT  (+/- 180 meters Scaled)
 NZ1007
 NZ1007                          SUPERSEDED SURVEY CONTROL
 NZ1007
 NZ1007.No superseded survey control is available for this station.
 NZ1007
 NZ1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM609641(NAD 83)
 NZ1007_MARKER: I = METAL ROD
 NZ1007_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NZ1007_SP_SET: STAINLESS STEEL ROD
 NZ1007_STAMPING: E 784 1988
 NZ1007_MARK LOGO: NGS   
 NZ1007_PROJECTION: FLUSH
 NZ1007_MAGNETIC: I = MARKER IS A STEEL ROD
 NZ1007_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NZ1007_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NZ1007+SATELLITE: SATELLITE OBSERVATIONS - 1988
 NZ1007_ROD/PIPE-DEPTH: 3.1  meters
 NZ1007
 NZ1007  HISTORY     - Date     Condition        Report By
 NZ1007  HISTORY     - 1988     MONUMENTED       NGS
 NZ1007
 NZ1007                          STATION DESCRIPTION
 NZ1007
 NZ1007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 NZ1007'12.7 KM (7.90 MI) EASTERLY ALONG STATE HIGHWAY 66 FROM THE SCHOOL
 NZ1007'HOUSE IN LINCOLN, ON THE INSIDE OF A CURVE, 11.2 M (36.7 FT) SOUTH OF
 NZ1007'THE CENTERLINE OF THE HIGHWAY, 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE
 NZ1007'HIGHWAY, AND 0.3 M (1.0 FT) NORTH OF A WITNESS POST.  NOTE--ACCESS TO
 NZ1007'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0736 ***********************************************************************
 NY0736  DESIGNATION -  E 785
 NY0736  PID         -  NY0736
 NY0736  STATE/COUNTY-  OR/KLAMATH
 NY0736  USGS QUAD   -  KLAMATH FALLS (1985)
 NY0736
 NY0736                         *CURRENT SURVEY CONTROL
 NY0736  ___________________________________________________________________
 NY0736* NAD 83(1986)-  42 11 21.     (N)    121 46 16.     (W)     SCALED    
 NY0736* NAVD 88     -      1252.295  (meters)    4108.57   (feet)  ADJUSTED  
 NY0736  ___________________________________________________________________
 NY0736  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 NY0736  DYNAMIC HT  -        1251.536 (meters)    4106.08  (feet)  COMP
 NY0736  MODELED GRAV-     979,972.5   (mgal)                       NAVD 88
 NY0736
 NY0736  VERT ORDER  -  FIRST     CLASS II
 NY0736
 NY0736.The horizontal coordinates were scaled from a topographic map and have
 NY0736.an estimated accuracy of +/- 6 seconds.
 NY0736
 NY0736.The orthometric height was determined by differential leveling
 NY0736.and adjusted in June 1991.
 NY0736
 NY0736.The geoid height was determined by GEOID03.
 NY0736
 NY0736.The dynamic height is computed by dividing the NAVD 88
 NY0736.geopotential number by the normal gravity value computed on the
 NY0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0736.degrees latitude (g = 980.6199 gals.).
 NY0736
 NY0736.The modeled gravity was interpolated from observed gravity values.
 NY0736
 NY0736;                    North         East    Units  Estimated Accuracy
 NY0736;SPC OR S     -    58,840.    1,395,000.      MT  (+/- 180 meters Scaled)
 NY0736
 NY0736                          SUPERSEDED SURVEY CONTROL
 NY0736
 NY0736.No superseded survey control is available for this station.
 NY0736
 NY0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM014715(NAD 83)
 NY0736_MARKER: DV = VERTICAL CONTROL DISK
 NY0736_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NY0736_SP_SET: PIER
 NY0736_STAMPING: E 785 1988
 NY0736_MARK LOGO: NGS   
 NY0736_MAGNETIC: N = NO MAGNETIC MATERIAL
 NY0736_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NY0736+STABILITY: POSITION/ELEVATION WELL
 NY0736_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NY0736+SATELLITE: SATELLITE OBSERVATIONS - 1988
 NY0736
 NY0736  HISTORY     - Date     Condition        Report By
 NY0736  HISTORY     - 1988     MONUMENTED       NGS
 NY0736
 NY0736                          STATION DESCRIPTION
 NY0736
 NY0736'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 NY0736'4.1 KM (2.55 MI) SOUTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 NY0736'THE STATION IN KLAMATH FALLS, SET VERTICALLY IN THE EAST FACE OF THE
 NY0736'MOST SOUTHERLY 1 OF 2 COLUMNS OF THE FIRST PIER EAST OF THE WEST
 NY0736'ABUTMENT OF STATE HIGHWAY 140 OVERPASS OF THE RAILROAD, 6.5 M
 NY0736'(21.3 FT) WEST OF THE NEAR RAIL, 1.4 M (4.6 FT) ABOVE THE GROUND
 NY0736'SURFACE, AND 0.8 M (2.6 FT) NORTH OF THE SOUTH END OF THE COLUMN.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1493 ***********************************************************************
 QD1493  DESIGNATION -  E 787
 QD1493  PID         -  QD1493
 QD1493  STATE/COUNTY-  OR/WHEELER
 QD1493  USGS QUAD   -  LAWSON MOUNTAIN (1992)
 QD1493
 QD1493                         *CURRENT SURVEY CONTROL
 QD1493  ___________________________________________________________________
 QD1493* NAD 83(1986)-  44 30 30.     (N)    120 19 35.     (W)     SCALED    
 QD1493* NAVD 88     -      1233.914  (meters)    4048.27   (feet)  ADJUSTED  
 QD1493  ___________________________________________________________________
 QD1493  GEOID HEIGHT-         -19.53  (meters)                     GEOID03
 QD1493  DYNAMIC HT  -        1233.488 (meters)    4046.87  (feet)  COMP
 QD1493  MODELED GRAV-     980,229.0   (mgal)                       NAVD 88
 QD1493
 QD1493  VERT ORDER  -  FIRST     CLASS II
 QD1493
 QD1493.The horizontal coordinates were scaled from a topographic map and have
 QD1493.an estimated accuracy of +/- 6 seconds.
 QD1493
 QD1493.The orthometric height was determined by differential leveling
 QD1493.and adjusted in June 1991.
 QD1493
 QD1493.The geoid height was determined by GEOID03.
 QD1493
 QD1493.The dynamic height is computed by dividing the NAVD 88
 QD1493.geopotential number by the normal gravity value computed on the
 QD1493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1493.degrees latitude (g = 980.6199 gals.).
 QD1493
 QD1493.The modeled gravity was interpolated from observed gravity values.
 QD1493
 QD1493;                    North         East    Units  Estimated Accuracy
 QD1493;SPC OR N     -    93,540.    2,513,810.      MT  (+/- 180 meters Scaled)
 QD1493
 QD1493                          SUPERSEDED SURVEY CONTROL
 QD1493
 QD1493.No superseded survey control is available for this station.
 QD1493
 QD1493_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGQ125318(NAD 83)
 QD1493_MARKER: I = METAL ROD
 QD1493_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QD1493_SP_SET: STAINLESS STEEL ROD
 QD1493_STAMPING: E 787 1988
 QD1493_MARK LOGO: NGS   
 QD1493_PROJECTION: FLUSH
 QD1493_MAGNETIC: I = MARKER IS A STEEL ROD
 QD1493_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QD1493_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QD1493+SATELLITE: SATELLITE OBSERVATIONS - 1988
 QD1493_ROD/PIPE-DEPTH: 5.2  meters
 QD1493
 QD1493  HISTORY     - Date     Condition        Report By
 QD1493  HISTORY     - 1988     MONUMENTED       NGS
 QD1493
 QD1493                          STATION DESCRIPTION
 QD1493
 QD1493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 QD1493'14.7 KM (9.15 MI) WESTERLY ALONG U.S. HIGHWAY 26 FROM THE JUNCTION OF
 QD1493'STATE HIGHWAY 207 IN MITCHELL, THENCE 9.3 KM (5.80 MI) SOUTHWESTERLY
 QD1493'ALONG A GRAVELED ROAD, 0.4 KM (0.25 MI) SOUTH OF THE INTERSECTION OF A
 QD1493'DIRT CROSSROAD, 6.3 M (20.7 FT) EAST-NORTHEAST OF THE CENTER OF THE
 QD1493'ROAD, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD, AND 0.3 M (1.0 FT)
 QD1493'WEST-NORTHWEST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS
 QD1493'THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0699 ***********************************************************************
 NY0699  DESIGNATION -  E 789
 NY0699  PID         -  NY0699
 NY0699  STATE/COUNTY-  OR/KLAMATH
 NY0699  USGS QUAD   -  FUEGO (1988)
 NY0699
 NY0699                         *CURRENT SURVEY CONTROL
 NY0699  ___________________________________________________________________
 NY0699* NAD 83(1986)-  42 47 06.     (N)    121 50 09.     (W)     SCALED    
 NY0699* NAVD 88     -      1378.379  (meters)    4522.23   (feet)  ADJUSTED  
 NY0699  ___________________________________________________________________
 NY0699  GEOID HEIGHT-         -21.95  (meters)                     GEOID03
 NY0699  DYNAMIC HT  -        1377.593 (meters)    4519.65  (feet)  COMP
 NY0699  MODELED GRAV-     980,001.9   (mgal)                       NAVD 88
 NY0699
 NY0699  VERT ORDER  -  FIRST     CLASS II
 NY0699
 NY0699.The horizontal coordinates were scaled from a topographic map and have
 NY0699.an estimated accuracy of +/- 6 seconds.
 NY0699
 NY0699.The orthometric height was determined by differential leveling
 NY0699.and adjusted in June 1991.
 NY0699
 NY0699.The geoid height was determined by GEOID03.
 NY0699
 NY0699.The dynamic height is computed by dividing the NAVD 88
 NY0699.geopotential number by the normal gravity value computed on the
 NY0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0699.degrees latitude (g = 980.6199 gals.).
 NY0699
 NY0699.The modeled gravity was interpolated from observed gravity values.
 NY0699
 NY0699;                    North         East    Units  Estimated Accuracy
 NY0699;SPC OR S     -   125,100.    1,390,710.      MT  (+/- 180 meters Scaled)
 NY0699
 NY0699                          SUPERSEDED SURVEY CONTROL
 NY0699
 NY0699.No superseded survey control is available for this station.
 NY0699
 NY0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN952375(NAD 83)
 NY0699_MARKER: I = METAL ROD
 NY0699_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NY0699_SP_SET: STAINLESS STEEL ROD
 NY0699_STAMPING: E 789 1988
 NY0699_MARK LOGO: NGS   
 NY0699_PROJECTION: FLUSH
 NY0699_MAGNETIC: I = MARKER IS A STEEL ROD
 NY0699_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NY0699+STABILITY: POSITION/ELEVATION WELL
 NY0699_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NY0699+SATELLITE: SATELLITE OBSERVATIONS - 1988
 NY0699_ROD/PIPE-DEPTH: 15.9 meters
 NY0699
 NY0699  HISTORY     - Date     Condition        Report By
 NY0699  HISTORY     - 1988     MONUMENTED       NGS
 NY0699
 NY0699                          STATION DESCRIPTION
 NY0699
 NY0699'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 NY0699'20.8 KM (12.90 MI) NORTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 NY0699'THE JUNCTION OF STATE HIGHWAY 422 IN CHILOQUIN, THENCE 1.6 KM
 NY0699'(1.00 MI) SOUTHWEST ALONG FOREST SERVICE ROAD NUMBER 43, THENCE 5.4 KM
 NY0699'(3.35 MI) NORTHERLY ALONG U.S. HIGHWAY 97, 17.7 M (58.1 FT) EAST OF
 NY0699'THE CENTERLINE OF THE HIGHWAY, 10.1 M (33.1 FT) NORTH OF THE CENTER
 NY0699'OF A DIRT ROAD LEADING EAST, 0.3 M (1.0 FT) WEST OF A WITNESS POST,
 NY0699'AND LEVEL WITH THE HIGHWAY.   NOTE--ACCESS TO THE DATUM POINT IS
 NY0699'THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1252 ***********************************************************************
 QE1252  DESIGNATION -  E 79
 QE1252  PID         -  QE1252
 QE1252  STATE/COUNTY-  OR/LANE
 QE1252  USGS QUAD   -  HECETA HEAD (1984)
 QE1252
 QE1252                         *CURRENT SURVEY CONTROL
 QE1252  ___________________________________________________________________
 QE1252* NAD 83(1986)-  44 12 29.     (N)    124 06 54.     (W)     SCALED    
 QE1252* NAVD 88     -        18.892  (meters)      61.98   (feet)  POSTED    
 QE1252  ___________________________________________________________________
 QE1252  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 QE1252  DYNAMIC HT  -          18.890 (meters)      61.97  (feet)  COMP
 QE1252  MODELED GRAV-     980,586.8   (mgal)                       NAVD 88
 QE1252
 QE1252  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 QE1252
 QE1252.The horizontal coordinates were scaled from a topographic map and have
 QE1252.an estimated accuracy of +/- 6 seconds.
 QE1252
 QE1252.The orthometric height was determined by differential leveling
 QE1252.and adjusted by the  in 1992.
 QE1252.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 QE1252.rate of 4.1 thru 8.0 mm/km.
 QE1252
 QE1252.The geoid height was determined by GEOID03.
 QE1252
 QE1252.The dynamic height is computed by dividing the NAVD 88
 QE1252.geopotential number by the normal gravity value computed on the
 QE1252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1252.degrees latitude (g = 980.6199 gals.).
 QE1252
 QE1252.The modeled gravity was interpolated from observed gravity values.
 QE1252
 QE1252;                    North         East    Units  Estimated Accuracy
 QE1252;SPC OR S     -   288,560.    1,211,140.      MT  (+/- 180 meters Scaled)
 QE1252
 QE1252                          SUPERSEDED SURVEY CONTROL
 QE1252
 QE1252  NGVD 29 (??/??/92)   17.688  (m)           58.03   (f) ADJ UNCH    1 2
 QE1252
 QE1252.Superseded values are not recommended for survey control.
 QE1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1252.See file dsdata.txt to determine how the superseded data were derived.
 QE1252
 QE1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP109955(NAD 83)
 QE1252_MARKER: DB = BENCH MARK DISK
 QE1252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE1252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE1252_STAMPING: E 79 1933
 QE1252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE1252+STABILITY: SURFACE MOTION
 QE1252
 QE1252  HISTORY     - Date     Condition        Report By
 QE1252  HISTORY     - 1933     MONUMENTED       CGS
 QE1252
 QE1252                          STATION DESCRIPTION
 QE1252
 QE1252'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 QE1252'7.9 MI S FROM YACHATS.
 QE1252'65 FEET NORTH OF SQUAW CREEK AUTO CAMP OFFICE.  37 FEET EAST OF CENTER
 QE1252'LINE OF OREGON COAST HIGHWAY.  5 FEET NORTH OF FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0642 ***********************************************************************
 PB0642  DESIGNATION -  E 790
 PB0642  PID         -  PB0642
 PB0642  STATE/COUNTY-  OR/KLAMATH
 PB0642  USGS QUAD   -  MUTTONCHOP BUTTE (1967)
 PB0642
 PB0642                         *CURRENT SURVEY CONTROL
 PB0642  ___________________________________________________________________
 PB0642* NAD 83(1986)-  43 18 30.     (N)    121 46 00.     (W)     SCALED    
 PB0642* NAVD 88     -      1415.259  (meters)    4643.23   (feet)  ADJUSTED  
 PB0642  ___________________________________________________________________
 PB0642  GEOID HEIGHT-         -21.32  (meters)                     GEOID03
 PB0642  DYNAMIC HT  -        1414.493 (meters)    4640.72  (feet)  COMP
 PB0642  MODELED GRAV-     980,029.2   (mgal)                       NAVD 88
 PB0642
 PB0642  VERT ORDER  -  FIRST     CLASS II
 PB0642
 PB0642.The horizontal coordinates were scaled from a topographic map and have
 PB0642.an estimated accuracy of +/- 6 seconds.
 PB0642
 PB0642.The orthometric height was determined by differential leveling
 PB0642.and adjusted in June 1991.
 PB0642
 PB0642.The geoid height was determined by GEOID03.
 PB0642
 PB0642.The dynamic height is computed by dividing the NAVD 88
 PB0642.geopotential number by the normal gravity value computed on the
 PB0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0642.degrees latitude (g = 980.6199 gals.).
 PB0642
 PB0642.The modeled gravity was interpolated from observed gravity values.
 PB0642
 PB0642;                    North         East    Units  Estimated Accuracy
 PB0642;SPC OR S     -   183,140.    1,397,250.      MT  (+/- 180 meters Scaled)
 PB0642
 PB0642                          SUPERSEDED SURVEY CONTROL
 PB0642
 PB0642.No superseded survey control is available for this station.
 PB0642
 PB0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFN000957(NAD 83)
 PB0642_MARKER: I = METAL ROD
 PB0642_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PB0642_SP_SET: STAINLESS STEEL ROD
 PB0642_STAMPING: E 790 1988
 PB0642_MARK LOGO: NGS   
 PB0642_PROJECTION: FLUSH
 PB0642_MAGNETIC: I = MARKER IS A STEEL ROD
 PB0642_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PB0642+STABILITY: POSITION/ELEVATION WELL
 PB0642_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PB0642+SATELLITE: SATELLITE OBSERVATIONS - 1988
 PB0642_ROD/PIPE-DEPTH: 11.6 meters
 PB0642
 PB0642  HISTORY     - Date     Condition        Report By
 PB0642  HISTORY     - 1988     MONUMENTED       NGS
 PB0642
 PB0642                          STATION DESCRIPTION
 PB0642
 PB0642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 PB0642'10.7 KM (6.65 MI) NORTHERLY ALONG U.S. HIGHWAY 97 FROM THE POST OFFICE
 PB0642'IN CHEMULT, 0.4 KM (0.25 MI) SOUTH OF A UTILITY LINE CROSSING THE
 PB0642'HIGHWAY, 40.5 M (132.9 FT) SOUTHEAST OF THE CENTERLINE OF THE
 PB0642'HIGHWAY, 22.3 M (73.2 FT) SOUTHWEST OF THE NEAR RAIL OF THE GREAT
 PB0642'NORTHERN RAILROAD, 2.4 M (7.9 FT) NORTH-NORTHWEST OF A UTILITY POLE,
 PB0642'0.3 M (1.0 FT) SOUTHWEST OF A WITNESS POST, AND LEVEL WITH THE
 PB0642'HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 PB0642'CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0674 ***********************************************************************
 PB0674  DESIGNATION -  E 791
 PB0674  PID         -  PB0674
 PB0674  STATE/COUNTY-  OR/DESCHUTES
 PB0674  USGS QUAD   -  ANNS BUTTE (1981)
 PB0674
 PB0674                         *CURRENT SURVEY CONTROL
 PB0674  ___________________________________________________________________
 PB0674* NAD 83(1986)-  43 49 53.     (N)    121 25 28.     (W)     SCALED    
 PB0674* NAVD 88     -      1288.152  (meters)    4226.21   (feet)  ADJUSTED  
 PB0674  ___________________________________________________________________
 PB0674  GEOID HEIGHT-         -20.69  (meters)                     GEOID03
 PB0674  DYNAMIC HT  -        1287.572 (meters)    4224.31  (feet)  COMP
 PB0674  MODELED GRAV-     980,123.6   (mgal)                       NAVD 88
 PB0674
 PB0674  VERT ORDER  -  FIRST     CLASS II
 PB0674
 PB0674.The horizontal coordinates were scaled from a topographic map and have
 PB0674.an estimated accuracy of +/- 6 seconds.
 PB0674
 PB0674.The orthometric height was determined by differential leveling
 PB0674.and adjusted in June 1991.
 PB0674
 PB0674.The geoid height was determined by GEOID03.
 PB0674
 PB0674.The dynamic height is computed by dividing the NAVD 88
 PB0674.geopotential number by the normal gravity value computed on the
 PB0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0674.degrees latitude (g = 980.6199 gals.).
 PB0674
 PB0674.The modeled gravity was interpolated from observed gravity values.
 PB0674
 PB0674;                    North         East    Units  Estimated Accuracy
 PB0674;SPC OR S     -   240,880.    1,425,650.      MT  (+/- 180 meters Scaled)
 PB0674
 PB0674                          SUPERSEDED SURVEY CONTROL
 PB0674
 PB0674.No superseded survey control is available for this station.
 PB0674
 PB0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP266543(NAD 83)
 PB0674_MARKER: I = METAL ROD
 PB0674_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PB0674_SP_SET: STAINLESS STEEL ROD
 PB0674_STAMPING: E 791 1988
 PB0674_MARK LOGO: NGS   
 PB0674_PROJECTION: FLUSH
 PB0674_MAGNETIC: I = MARKER IS A STEEL ROD
 PB0674_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PB0674_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PB0674+SATELLITE: SATELLITE OBSERVATIONS - 1988
 PB0674_ROD/PIPE-DEPTH: 4.0  meters
 PB0674
 PB0674  HISTORY     - Date     Condition        Report By
 PB0674  HISTORY     - 1988     MONUMENTED       NGS
 PB0674
 PB0674                          STATION DESCRIPTION
 PB0674
 PB0674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 PB0674'19.1 KM (11.85 MI) NORTHERLY ALONG U.S. HIGHWAY 97 FROM THE POST
 PB0674'OFFICE IN LAPINE, 0.7 KM (0.45 MI) SOUTH OF THE INTERSECTION OF
 PB0674'VANDENVERT ROAD, 51.5 M (169.0 FT) EAST-NORTHEAST OF THE NORTH END OF
 PB0674'A GUARDRAIL, 42.1 M (138.1 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 PB0674'0.9 M (3.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT)
 PB0674'WEST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 PB0674'5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0535 ***********************************************************************
 NZ0535  DESIGNATION -  E 8
 NZ0535  PID         -  NZ0535
 NZ0535  STATE/COUNTY-  OR/JOSEPHINE
 NZ0535  USGS QUAD   -  GRANTS PASS (1996)
 NZ0535
 NZ0535                         *CURRENT SURVEY CONTROL
 NZ0535  ___________________________________________________________________
 NZ0535* NAD 83(1986)-  42 26 55.     (N)    123 21 57.     (W)     SCALED    
 NZ0535* NAVD 88     -       333.253  (meters)    1093.35   (feet)  ADJUSTED  
 NZ0535  ___________________________________________________________________
 NZ0535  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 NZ0535  DYNAMIC HT  -         333.135 (meters)    1092.96  (feet)  COMP
 NZ0535  MODELED GRAV-     980,259.3   (mgal)                       NAVD 88
 NZ0535
 NZ0535  VERT ORDER  -  FIRST     CLASS II
 NZ0535
 NZ0535.The horizontal coordinates were scaled from a topographic map and have
 NZ0535.an estimated accuracy of +/- 6 seconds.
 NZ0535
 NZ0535.The orthometric height was determined by differential leveling
 NZ0535.and adjusted in June 1991.
 NZ0535.WARNING-Repeat measurements at this control monument indicate possible
 NZ0535.vertical movement.
 NZ0535
 NZ0535.The geoid height was determined by GEOID03.
 NZ0535
 NZ0535.The dynamic height is computed by dividing the NAVD 88
 NZ0535.geopotential number by the normal gravity value computed on the
 NZ0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0535.degrees latitude (g = 980.6199 gals.).
 NZ0535
 NZ0535.The modeled gravity was interpolated from observed gravity values.
 NZ0535
 NZ0535;                    North         East    Units  Estimated Accuracy
 NZ0535;SPC OR S     -    90,900.    1,264,290.      MT  (+/- 180 meters Scaled)
 NZ0535
 NZ0535                          SUPERSEDED SURVEY CONTROL
 NZ0535
 NZ0535  NGVD 29 (??/??/92)  332.237  (m)         1090.01   (f) ADJ UNCH    1 2
 NZ0535
 NZ0535.Superseded values are not recommended for survey control.
 NZ0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0535.See file dsdata.txt to determine how the superseded data were derived.
 NZ0535
 NZ0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM699996(NAD 83)
 NZ0535_MARKER: DB = BENCH MARK DISK
 NZ0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ0535_SP_SET: CONCRETE POST
 NZ0535_STAMPING: E 8 1920 ELEV. 1089.355 FT
 NZ0535_MARK LOGO: CGS   
 NZ0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0535+STABILITY: SURFACE MOTION
 NZ0535
 NZ0535  HISTORY     - Date     Condition        Report By
 NZ0535  HISTORY     - 1920     MONUMENTED       CGS
 NZ0535  HISTORY     - 1954     GOOD             NGS
 NZ0535  HISTORY     - 1987     GOOD             NGS
 NZ0535
 NZ0535                          STATION DESCRIPTION
 NZ0535
 NZ0535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NZ0535'2.2 MI W FROM GRANTS PASS.
 NZ0535'2.2 MILES WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 NZ0535'STATION AT GRANTS PASS, ABOUT 3 1/4 TELEPHONE POLES NORTHWEST OF AND
 NZ0535'ACROSS THE TRACK FROM MILEPOLE 476, ABOUT 0.1 MILE NORTHWEST OF A
 NZ0535'ROUND TELEPHONE BOOTH, 4 1/2 RAILS NORTHWEST OF CULVERT 476.04, AT THE
 NZ0535'NORTHWEST END OF A SHORT-DEEP FILL, AT A LOW CUT, 87.0 FEET SOUTHWEST
 NZ0535'OF THE SOUTHWEST RAIL, 1.1 FEET NORTHEAST OF A FENCE, ABOUT 3 FEET
 NZ0535'LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NZ0535'1.0 FOOT ABOVE THE GROUND.
 NZ0535
 NZ0535                          STATION RECOVERY (1987)
 NZ0535
 NZ0535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 NZ0535'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  3.7 KM
 NZ0535'(2.30 MI) NORTHWESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM ITS
 NZ0535'JUNCTION WITH 6TH STREET IN GRANTS PASS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1104 ***********************************************************************
 QE1104  DESIGNATION -  E 80
 QE1104  PID         -  QE1104
 QE1104  STATE/COUNTY-  OR/LINCOLN
 QE1104  USGS QUAD   -  NEWPORT SOUTH (1984)
 QE1104
 QE1104                         *CURRENT SURVEY CONTROL
 QE1104  ___________________________________________________________________
 QE1104* NAD 83(1986)-  44 36 54.     (N)    124 02 59.     (W)     SCALED    
 QE1104* NAVD 88     -         3.266  (meters)      10.72   (feet)  ADJUSTED  
 QE1104  ___________________________________________________________________
 QE1104  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 QE1104  DYNAMIC HT  -           3.266 (meters)      10.72  (feet)  COMP
 QE1104  MODELED GRAV-     980,594.6   (mgal)                       NAVD 88
 QE1104
 QE1104  VERT ORDER  -  FIRST     CLASS II
 QE1104
 QE1104.The horizontal coordinates were scaled from a topographic map and have
 QE1104.an estimated accuracy of +/- 6 seconds.
 QE1104
 QE1104.The orthometric height was determined by differential leveling
 QE1104.and adjusted in June 1991.
 QE1104
 QE1104.The geoid height was determined by GEOID03.
 QE1104
 QE1104.The dynamic height is computed by dividing the NAVD 88
 QE1104.geopotential number by the normal gravity value computed on the
 QE1104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1104.degrees latitude (g = 980.6199 gals.).
 QE1104
 QE1104.The modeled gravity was interpolated from observed gravity values.
 QE1104
 QE1104;                    North         East    Units  Estimated Accuracy
 QE1104;SPC OR N     -   111,570.    2,218,360.      MT  (+/- 180 meters Scaled)
 QE1104
 QE1104                          SUPERSEDED SURVEY CONTROL
 QE1104
 QE1104  NGVD 29 (??/??/92)    2.253  (m)            7.39   (f) ADJ UNCH    1 2
 QE1104
 QE1104.Superseded values are not recommended for survey control.
 QE1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1104.See file dsdata.txt to determine how the superseded data were derived.
 QE1104
 QE1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ167407(NAD 83)
 QE1104_MARKER: DD = SURVEY DISK
 QE1104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE1104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE1104_STAMPING: E 80 1933
 QE1104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE1104+STABILITY: SURFACE MOTION
 QE1104
 QE1104  HISTORY     - Date     Condition        Report By
 QE1104  HISTORY     - 1933     MONUMENTED       ORDT
 QE1104  HISTORY     - 1933     GOOD             NGS
 QE1104  HISTORY     - 1979     MARK NOT FOUND   USGS
 QE1104  HISTORY     - 1988     MARK NOT FOUND   NGS
 QE1104
 QE1104                          STATION DESCRIPTION
 QE1104
 QE1104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 QE1104'1.7 MI S FROM NEWPORT.
 QE1104'33 FEET WEST OF CENTER LINE OF OREGON COAST HIGHWAY.  25 FEET
 QE1104'NORTHWEST OF THE NORTH CORNER OF WOODEN BRIDGE OVER HENDERSON CREEK.
 QE1104'400 FEET SOUTH OF SOUTH BEACH SIGN.
 QE1104
 QE1104                          STATION RECOVERY (1979)
 QE1104
 QE1104'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 QE1104'BRIDGE DESTROYED.
 QE1104
 QE1104                          STATION RECOVERY (1988)
 QE1104
 QE1104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QE1104'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0439 ***********************************************************************
 RB0439  DESIGNATION -  E 81
 RB0439  PID         -  RB0439
 RB0439  STATE/COUNTY-  OR/UMATILLA
 RB0439  USGS QUAD   -  MISSION (1974)
 RB0439
 RB0439                         *CURRENT SURVEY CONTROL
 RB0439  ___________________________________________________________________
 RB0439* NAD 83(1986)-  45 42 56.     (N)    118 41 38.     (W)     SCALED    
 RB0439* NAVD 88     -       380.766  (meters)    1249.23   (feet)  ADJUSTED  
 RB0439  ___________________________________________________________________
 RB0439  GEOID HEIGHT-         -20.72  (meters)                     GEOID03
 RB0439  DYNAMIC HT  -         380.729 (meters)    1249.11  (feet)  COMP
 RB0439  MODELED GRAV-     980,506.2   (mgal)                       NAVD 88
 RB0439
 RB0439  VERT ORDER  -  FIRST     CLASS II
 RB0439
 RB0439.The horizontal coordinates were scaled from a topographic map and have
 RB0439.an estimated accuracy of +/- 6 seconds.
 RB0439
 RB0439.The orthometric height was determined by differential leveling
 RB0439.and adjusted in June 1991.
 RB0439
 RB0439.The geoid height was determined by GEOID03.
 RB0439
 RB0439.The dynamic height is computed by dividing the NAVD 88
 RB0439.geopotential number by the normal gravity value computed on the
 RB0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0439.degrees latitude (g = 980.6199 gals.).
 RB0439
 RB0439.The modeled gravity was interpolated from observed gravity values.
 RB0439
 RB0439;                    North         East    Units  Estimated Accuracy
 RB0439;SPC OR N     -   229,250.    2,640,600.      MT  (+/- 180 meters Scaled)
 RB0439
 RB0439                          SUPERSEDED SURVEY CONTROL
 RB0439
 RB0439  NGVD 29 (??/??/92)  379.740  (m)         1245.86   (f) ADJ UNCH    1 2
 RB0439
 RB0439.Superseded values are not recommended for survey control.
 RB0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0439.See file dsdata.txt to determine how the superseded data were derived.
 RB0439
 RB0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL681638(NAD 83)
 RB0439_MARKER: DB = BENCH MARK DISK
 RB0439_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RB0439_SP_SET: MONUMENT
 RB0439_STAMPING: E 81 1933
 RB0439_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RB0439
 RB0439  HISTORY     - Date     Condition        Report By
 RB0439  HISTORY     - 1933     MONUMENTED       CGS
 RB0439  HISTORY     - 1964     GOOD             NGS
 RB0439
 RB0439                          STATION DESCRIPTION
 RB0439
 RB0439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 RB0439'5.7 MI NE FROM PENDLETON.
 RB0439'FROM THE PENDLETON POST OFFICE GO EAST ON U.S. HIGHWAY 30 FOR 1.3
 RB0439'MILES TO THE JUNCTION WITH STATE HIGHWAY 11, TURN LEFT AND GO
 RB0439'NORTHEAST ON STATE HIGHWAY 11 FOR0.7 MILE TO THE PENDLETON-HELIX ROAD
 RB0439'ON THE LEFT, TURN LEFT AND GO NORTH ON THE PENDLETON HELIX ROAD FOR
 RB0439'3.7 MILES TO MARK ON THE RIGHT, 0.2 MILE NORTHEAST OF RAILROAD BRIDGE
 RB0439'4.91, 350 EAST OF THE ROAD,50 FEET SOUTH OF A TURN-AROUND FOR THE HAND
 RB0439'CARS, 46 FEET SOUTHEAST OF THE NEAREST RAIL OF THE RAIL OF THE
 RB0439'RAILROAD, 21 FEET EAST OF RAILROAD MILE POST NO. 5, 1 FOOT NORTHWEST
 RB0439'OF THE RIGHT-OF-WAY FENCE AND 0.5 FOOT SOUTHWEST OF A METAL WITNESS
 RB0439'POST. THE MONUMENT PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0556 ***********************************************************************
 RA0556  DESIGNATION -  E 82
 RA0556  PID         -  RA0556
 RA0556  STATE/COUNTY-  OR/WALLOWA
 RA0556  USGS QUAD   -  SHAMROCK CREEK (1967)
 RA0556
 RA0556                         *CURRENT SURVEY CONTROL
 RA0556  ___________________________________________________________________
 RA0556* NAD 83(1986)-  45 46 50.     (N)    117 16 16.     (W)     SCALED    
 RA0556* NAVD 88     -      1444.721  (meters)    4739.89   (feet)  POSTED    
 RA0556  ___________________________________________________________________
 RA0556  GEOID HEIGHT-         -16.80  (meters)                     GEOID03
 RA0556  DYNAMIC HT  -        1444.310 (meters)    4738.54  (feet)  COMP
 RA0556  MODELED GRAV-     980,278.5   (mgal)                       NAVD 88
 RA0556
 RA0556  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 RA0556
 RA0556.The horizontal coordinates were scaled from a topographic map and have
 RA0556.an estimated accuracy of +/- 6 seconds.
 RA0556
 RA0556.The orthometric height was determined by differential leveling
 RA0556.and adjusted by the  in 1992.
 RA0556.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 RA0556.rate of 4.1 thru 8.0 mm/km.
 RA0556
 RA0556.The geoid height was determined by GEOID03.
 RA0556
 RA0556.The dynamic height is computed by dividing the NAVD 88
 RA0556.geopotential number by the normal gravity value computed on the
 RA0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0556.degrees latitude (g = 980.6199 gals.).
 RA0556
 RA0556.The modeled gravity was interpolated from observed gravity values.
 RA0556
 RA0556;                    North         East    Units  Estimated Accuracy
 RA0556;SPC OR N     -   239,920.    2,751,030.      MT  (+/- 180 meters Scaled)
 RA0556
 RA0556                          SUPERSEDED SURVEY CONTROL
 RA0556
 RA0556  NGVD 29 (??/??/92) 1443.516  (m)         4735.94   (f) ADJ UNCH    2 0
 RA0556
 RA0556.Superseded values are not recommended for survey control.
 RA0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0556.See file dsdata.txt to determine how the superseded data were derived.
 RA0556
 RA0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML789697(NAD 83)
 RA0556_MARKER: DD = SURVEY DISK
 RA0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RA0556_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RA0556_STAMPING: E 82 1934
 RA0556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0556+STABILITY: SURFACE MOTION
 RA0556
 RA0556  HISTORY     - Date     Condition        Report By
 RA0556  HISTORY     - 1934     MONUMENTED       BPR
 RA0556  HISTORY     - 1934     GOOD             NGS
 RA0556
 RA0556                          STATION DESCRIPTION
 RA0556
 RA0556'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RA0556'27.4 MI N FROM ENTERPRISE.
 RA0556'27.4 MILES NORTH ALONG STATE HWY. 3 FROM COURTHOUSE ALONG THE RIGHT OF
 RA0556'WAY OF STATE HWY 3, 4 FEET EAST OF RANGEPOST MARKED T4N R44E S35, 400
 RA0556'FEET WEST OF CENTERLINE OF HIGHWAY, 430 FEET EAST OF BENCH MARK F 82.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0591 ***********************************************************************
 RA0591  DESIGNATION -  E 83
 RA0591  PID         -  RA0591
 RA0591  STATE/COUNTY-  OR/WALLOWA
 RA0591  USGS QUAD   -  HICKS SPRING (1990)
 RA0591
 RA0591                         *CURRENT SURVEY CONTROL
 RA0591  ___________________________________________________________________
 RA0591* NAD 83(1986)-  45 33 46.     (N)    117 15 09.     (W)     SCALED    
 RA0591* NAVD 88     -      1282.023  (meters)    4206.10   (feet)  POSTED    
 RA0591  ___________________________________________________________________
 RA0591  GEOID HEIGHT-         -16.35  (meters)                     GEOID03
 RA0591  DYNAMIC HT  -        1281.660 (meters)    4204.91  (feet)  COMP
 RA0591  MODELED GRAV-     980,291.3   (mgal)                       NAVD 88
 RA0591
 RA0591  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 RA0591
 RA0591.The horizontal coordinates were scaled from a topographic map and have
 RA0591.an estimated accuracy of +/- 6 seconds.
 RA0591
 RA0591.The orthometric height was determined by differential leveling
 RA0591.and adjusted by the  in 1992.
 RA0591.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 RA0591.rate greater than 8.0 mm/km.
 RA0591
 RA0591.The geoid height was determined by GEOID03.
 RA0591
 RA0591.The dynamic height is computed by dividing the NAVD 88
 RA0591.geopotential number by the normal gravity value computed on the
 RA0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0591.degrees latitude (g = 980.6199 gals.).
 RA0591
 RA0591.The modeled gravity was interpolated from observed gravity values.
 RA0591
 RA0591;                    North         East    Units  Estimated Accuracy
 RA0591;SPC OR N     -   215,800.    2,753,450.      MT  (+/- 180 meters Scaled)
 RA0591
 RA0591                          SUPERSEDED SURVEY CONTROL
 RA0591
 RA0591  NGVD 29 (??/??/92) 1280.811  (m)         4202.13   (f) ADJ UNCH    2 0
 RA0591
 RA0591.Superseded values are not recommended for survey control.
 RA0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0591.See file dsdata.txt to determine how the superseded data were derived.
 RA0591
 RA0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML802455(NAD 83)
 RA0591_MARKER: DB = BENCH MARK DISK
 RA0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RA0591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RA0591_STAMPING: E 83 1934
 RA0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0591+STABILITY: SURFACE MOTION
 RA0591
 RA0591  HISTORY     - Date     Condition        Report By
 RA0591  HISTORY     - 1934     MONUMENTED       CGS
 RA0591  HISTORY     - 1946     GOOD             NGS
 RA0591  HISTORY     - 19870122 GOOD             USPSQD
 RA0591
 RA0591                          STATION DESCRIPTION
 RA0591
 RA0591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RA0591'10.6 MI N FROM ENTERPRISE.
 RA0591'ALONG STATE HIGHWAY 3 FROM THE COURTHOUSE AT ENTERPRISE.  ABOUT 0.1
 RA0591'MILE NORTH OF A RANCH HOUSE WEST OF THE HIGHWAY.  134 FEET NORTH OF A
 RA0591'GATE POST AND ROAD INTO FIELD.  35 FEET WEST OF THE CENTER LINE OF THE
 RA0591'HIGHWAY.  7.8 FEET SOUTH OF A TELEPHONE POLE.  1 FOOT EAST OF A
 RA0591'RIGHT-OF-WAY FENCE.  PROJECTS 2 INCHES ABOVE THE LEVEL OF THE GROUND.
 RA0591'LEVEL WITH THE HIGHWAY AND SET IN A CONCRETE POST.
 RA0591
 RA0591                          STATION RECOVERY (1987)
 RA0591
 RA0591'RECOVERY NOTE BY US POWER SQUADRON 1987 (DEK)
 RA0591'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0634 ***********************************************************************
 RA0634  DESIGNATION -  E 84
 RA0634  PID         -  RA0634
 RA0634  STATE/COUNTY-  OR/WALLOWA
 RA0634  USGS QUAD   -  WALLOWA (1984)
 RA0634
 RA0634                         *CURRENT SURVEY CONTROL
 RA0634  ___________________________________________________________________
 RA0634* NAD 83(1986)-  45 33 42.     (N)    117 30 45.     (W)     SCALED    
 RA0634* NAVD 88     -       899.449  (meters)    2950.94   (feet)  ADJUSTED  
 RA0634  ___________________________________________________________________
 RA0634  GEOID HEIGHT-         -16.97  (meters)                     GEOID03
 RA0634  DYNAMIC HT  -         899.244 (meters)    2950.27  (feet)  COMP
 RA0634  MODELED GRAV-     980,358.9   (mgal)                       NAVD 88
 RA0634
 RA0634  VERT ORDER  -  SECOND    CLASS 0
 RA0634
 RA0634.The horizontal coordinates were scaled from a topographic map and have
 RA0634.an estimated accuracy of +/- 6 seconds.
 RA0634
 RA0634.The orthometric height was determined by differential leveling
 RA0634.and adjusted in June 1991.
 RA0634
 RA0634.The geoid height was determined by GEOID03.
 RA0634
 RA0634.The dynamic height is computed by dividing the NAVD 88
 RA0634.geopotential number by the normal gravity value computed on the
 RA0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0634.degrees latitude (g = 980.6199 gals.).
 RA0634
 RA0634.The modeled gravity was interpolated from observed gravity values.
 RA0634
 RA0634;                    North         East    Units  Estimated Accuracy
 RA0634;SPC OR N     -   214,890.    2,733,170.      MT  (+/- 180 meters Scaled)
 RA0634
 RA0634                          SUPERSEDED SURVEY CONTROL
 RA0634
 RA0634  NGVD 29 (??/??/92)  898.320  (m)         2947.24   (f) ADJ UNCH    2 0
 RA0634
 RA0634.Superseded values are not recommended for survey control.
 RA0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0634.See file dsdata.txt to determine how the superseded data were derived.
 RA0634
 RA0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML600454(NAD 83)
 RA0634_MARKER: DB = BENCH MARK DISK
 RA0634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RA0634_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RA0634_STAMPING: E 84 1934
 RA0634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0634+STABILITY: SURFACE MOTION
 RA0634
 RA0634  HISTORY     - Date     Condition        Report By
 RA0634  HISTORY     - 1934     MONUMENTED       CGS
 RA0634
 RA0634                          STATION DESCRIPTION
 RA0634
 RA0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RA0634'1.0 MI SE FROM WALLOWA.
 RA0634'1.0 MILES S.E. ALONG STATE HWY. 82 FROM POST OFFICE ALONG THE RIGHT OF
 RA0634'WAY OF STATE HWY. 82, 0.2 MILE EAST OF RED BARN ON THE SOUTH SIDE OF
 RA0634'HIGHWAY, 15 FEET WEST OF GATE TO PASTURE, 47 FEET SOUTH OF THE
 RA0634'CENTERLINE OF HIGHWAY, 2 FEET NORTH OF R.O.W. FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0758 ***********************************************************************
 RA0758  DESIGNATION -  E 85
 RA0758  PID         -  RA0758
 RA0758  STATE/COUNTY-  OR/UNION
 RA0758  USGS QUAD   -  IMBLER (1994)
 RA0758
 RA0758                         *CURRENT SURVEY CONTROL
 RA0758  ___________________________________________________________________
 RA0758* NAD 83(1986)-  45 25 39.     (N)    117 58 21.     (W)     SCALED    
 RA0758* NAVD 88     -       839.241  (meters)    2753.41   (feet)  ADJUSTED  
 RA0758  ___________________________________________________________________
 RA0758  GEOID HEIGHT-         -17.96  (meters)                     GEOID03
 RA0758  DYNAMIC HT  -         839.052 (meters)    2752.79  (feet)  COMP
 RA0758  MODELED GRAV-     980,363.0   (mgal)                       NAVD 88
 RA0758
 RA0758  VERT ORDER  -  SECOND    CLASS 0
 RA0758
 RA0758.The horizontal coordinates were scaled from a topographic map and have
 RA0758.an estimated accuracy of +/- 6 seconds.
 RA0758
 RA0758.The orthometric height was determined by differential leveling
 RA0758.and adjusted in June 1991.
 RA0758
 RA0758.The geoid height was determined by GEOID03.
 RA0758
 RA0758.The dynamic height is computed by dividing the NAVD 88
 RA0758.geopotential number by the normal gravity value computed on the
 RA0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0758.degrees latitude (g = 980.6199 gals.).
 RA0758
 RA0758.The modeled gravity was interpolated from observed gravity values.
 RA0758
 RA0758;                    North         East    Units  Estimated Accuracy
 RA0758;SPC OR N     -   198,760.    2,697,750.      MT  (+/- 180 meters Scaled)
 RA0758
 RA0758                          SUPERSEDED SURVEY CONTROL
 RA0758
 RA0758  NGVD 29 (??/??/92)  838.139  (m)         2749.79   (f) ADJ UNCH    2 0
 RA0758
 RA0758.Superseded values are not recommended for survey control.
 RA0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0758.See file dsdata.txt to determine how the superseded data were derived.
 RA0758
 RA0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML239309(NAD 83)
 RA0758_MARKER: DB = BENCH MARK DISK
 RA0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RA0758_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RA0758_STAMPING: E 85 1934
 RA0758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0758+STABILITY: SURFACE MOTION
 RA0758
 RA0758  HISTORY     - Date     Condition        Report By
 RA0758  HISTORY     - 1934     MONUMENTED       CGS
 RA0758
 RA0758                          STATION DESCRIPTION
 RA0758
 RA0758'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RA0758'1.5 MI N FROM ALICEL.
 RA0758'1.5 MILES NORTH ALONG STATE HWY. 82 FROM POSTOFFICE ALONG THE RIGHT OF
 RA0758'WAY OF STATE HWY. 82, LOCATED AT INTERSECTION OF CROSS ROAD AND
 RA0758'HIGHWAY, 126 FEET N.W. OF PUBLIC RAILROAD CROSSING, 57 FEET N.W. OF
 RA0758'THE CENTERLINE OF HIGHWAY, 3 FEET S.W. OF CORNER POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0786 ***********************************************************************
 RB0786  DESIGNATION -  E 86
 RB0786  PID         -  RB0786
 RB0786  STATE/COUNTY-  OR/MORROW
 RB0786  USGS QUAD   -  SKINNERS FORK (1968)
 RB0786
 RB0786                         *CURRENT SURVEY CONTROL
 RB0786  ___________________________________________________________________
 RB0786* NAD 83(1986)-  45 21 38.     (N)    119 24 19.     (W)     SCALED    
 RB0786* NAVD 88     -       772.131  (meters)    2533.23   (feet)  ADJUSTED  
 RB0786  ___________________________________________________________________
 RB0786  GEOID HEIGHT-         -20.40  (meters)                     GEOID03
 RB0786  DYNAMIC HT  -         771.957 (meters)    2532.66  (feet)  COMP
 RB0786  MODELED GRAV-     980,365.5   (mgal)                       NAVD 88
 RB0786
 RB0786  VERT ORDER  -  SECOND    CLASS 0
 RB0786
 RB0786.The horizontal coordinates were scaled from a topographic map and have
 RB0786.an estimated accuracy of +/- 6 seconds.
 RB0786
 RB0786.The orthometric height was determined by differential leveling
 RB0786.and adjusted in June 1991.
 RB0786
 RB0786.The geoid height was determined by GEOID03.
 RB0786
 RB0786.The dynamic height is computed by dividing the NAVD 88
 RB0786.geopotential number by the normal gravity value computed on the
 RB0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0786.degrees latitude (g = 980.6199 gals.).
 RB0786
 RB0786.The modeled gravity was interpolated from observed gravity values.
 RB0786
 RB0786;                    North         East    Units  Estimated Accuracy
 RB0786;SPC OR N     -   188,810.    2,585,760.      MT  (+/- 180 meters Scaled)
 RB0786
 RB0786                          SUPERSEDED SURVEY CONTROL
 RB0786
 RB0786  NGVD 29 (??/??/92)  771.010  (m)         2529.56   (f) ADJ UNCH    2 0
 RB0786
 RB0786.Superseded values are not recommended for survey control.
 RB0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0786.See file dsdata.txt to determine how the superseded data were derived.
 RB0786
 RB0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL116258(NAD 83)
 RB0786_MARKER: DD = SURVEY DISK
 RB0786_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RB0786_SP_SET: CULVERT
 RB0786_STAMPING: E 86 1934
 RB0786_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RB0786
 RB0786  HISTORY     - Date     Condition        Report By
 RB0786  HISTORY     - 1934     MONUMENTED       ORDT
 RB0786  HISTORY     - 1934     GOOD             NGS
 RB0786
 RB0786                          STATION DESCRIPTION
 RB0786
 RB0786'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RB0786'7.6 MI E FROM HEPPNER.
 RB0786'7.6 MI. EAST FROM COURT HOUSE.  ALONG STATE HIGHWAY NO. 74, 0.2 MILE
 RB0786'WEST OF ROAD LEADING SOUTH FROM HIGHWAY.  ON SOUTHWEST CORNER OF SOUTH
 RB0786'ABUTMENT OF CONCRETE CULVERT.  AT JUNCTION OF ROAD LEADING NORTH FROM
 RB0786'HIGHWAY TO CEMETERY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0865 ***********************************************************************
 RB0865  DESIGNATION -  E 87
 RB0865  PID         -  RB0865
 RB0865  STATE/COUNTY-  OR/MORROW
 RB0865  USGS QUAD   -  IONE SOUTH (1968)
 RB0865
 RB0865                         *CURRENT SURVEY CONTROL
 RB0865  ___________________________________________________________________
 RB0865* NAD 83(1986)-  45 29 42.     (N)    119 46 21.     (W)     SCALED    
 RB0865* NAVD 88     -       359.723  (meters)    1180.19   (feet)  ADJUSTED  
 RB0865  ___________________________________________________________________
 RB0865  GEOID HEIGHT-         -21.25  (meters)                     GEOID03
 RB0865  DYNAMIC HT  -         359.685 (meters)    1180.07  (feet)  COMP
 RB0865  MODELED GRAV-     980,500.9   (mgal)                       NAVD 88
 RB0865
 RB0865  VERT ORDER  -  SECOND    CLASS 0
 RB0865
 RB0865.The horizontal coordinates were scaled from a topographic map and have
 RB0865.an estimated accuracy of +/- 6 seconds.
 RB0865
 RB0865.The orthometric height was determined by differential leveling
 RB0865.and adjusted in June 1991.
 RB0865
 RB0865.The geoid height was determined by GEOID03.
 RB0865
 RB0865.The dynamic height is computed by dividing the NAVD 88
 RB0865.geopotential number by the normal gravity value computed on the
 RB0865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0865.degrees latitude (g = 980.6199 gals.).
 RB0865
 RB0865.The modeled gravity was interpolated from observed gravity values.
 RB0865
 RB0865;                    North         East    Units  Estimated Accuracy
 RB0865;SPC OR N     -   203,430.    2,556,860.      MT  (+/- 180 meters Scaled)
 RB0865
 RB0865                          SUPERSEDED SURVEY CONTROL
 RB0865
 RB0865  NGVD 29 (??/??/92)  358.687  (m)         1176.79   (f) ADJ UNCH    2 0
 RB0865
 RB0865.Superseded values are not recommended for survey control.
 RB0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0865.See file dsdata.txt to determine how the superseded data were derived.
 RB0865
 RB0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKL833416(NAD 83)
 RB0865_MARKER: DB = BENCH MARK DISK
 RB0865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0865_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0865_STAMPING: E 87 1934
 RB0865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0865+STABILITY: SURFACE MOTION
 RB0865
 RB0865  HISTORY     - Date     Condition        Report By
 RB0865  HISTORY     - 1934     MONUMENTED       CGS
 RB0865  HISTORY     - 1959     GOOD             NGS
 RB0865
 RB0865                          STATION DESCRIPTION
 RB0865
 RB0865'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RB0865'2.75 MI E FROM IONE.
 RB0865'2.75 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 RB0865'IONE, AT JORDAN, 30 FEET NORTHWEST OF THE CENTER OF THE CROSSING OF A
 RB0865'GRAVEL ROAD, 51 FEET SOUTHWEST OF THE CENTER OF THE T JUNCTION OF
 RB0865'STATE HIGHWAY 74 AND A GRAVEL ROAD LEADING SOUTH AND WEST TO A LARGE
 RB0865'GRAIN ELEVATOR, 270 FEET EAST AND ACROSS THE TRACK FROM MILEPOLE 31,
 RB0865'40 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 18.7 FEET NORTH OF
 RB0865'THE NORTH RAIL, 11.6 FEET WEST OF WOODEN POST 2F31.1 SUPPORTING A
 RB0865'CROSSING SIGN, 1.0 FOOT SOUTH OF A WITNESS POST, ABOUT 2 FEET LOWER
 RB0865'THAN THE HIGHWAY, ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP OF A
 RB0865'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB1517 ***********************************************************************
 RB1517  DESIGNATION -  E 87 RESET
 RB1517  PID         -  RB1517
 RB1517  STATE/COUNTY-  OR/MORROW
 RB1517  USGS QUAD   -  IONE SOUTH (1968)
 RB1517
 RB1517                         *CURRENT SURVEY CONTROL
 RB1517  ___________________________________________________________________
 RB1517* NAD 83(1986)-  45 29 42.     (N)    119 46 21.     (W)     SCALED    
 RB1517* NAVD 88     -       358.36   (meters)    1175.7    (feet)  RESET     
 RB1517  ___________________________________________________________________
 RB1517  GEOID HEIGHT-         -21.25  (meters)                     GEOID03
 RB1517  VERT ORDER  -  THIRD
 RB1517
 RB1517.The horizontal coordinates were scaled from a topographic map and have
 RB1517.an estimated accuracy of +/- 6 seconds.
 RB1517
 RB1517.The orthometric height was computed from unverified reset data.
 RB1517.No vertical observational check was made to the station.
 RB1517
 RB1517.The geoid height was determined by GEOID03.
 RB1517
 RB1517;                    North         East    Units  Estimated Accuracy
 RB1517;SPC OR N     -   203,430.    2,556,860.      MT  (+/- 180 meters Scaled)
 RB1517
 RB1517                          SUPERSEDED SURVEY CONTROL
 RB1517
 RB1517  NGVD 29 (10/26/06)  357.32   (m)         1172.3    (f) RESET       3  
 RB1517
 RB1517.Superseded values are not recommended for survey control.
 RB1517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1517.See file dsdata.txt to determine how the superseded data were derived.
 RB1517
 RB1517_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKL833416(NAD 83)
 RB1517_MARKER: DB = BENCH MARK DISK
 RB1517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB1517_SP_SET: CONCRETE POST
 RB1517_STAMPING: E 87 RESET 1982
 RB1517_MARK LOGO: NGS   
 RB1517_MAGNETIC: N = NO MAGNETIC MATERIAL
 RB1517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB1517+STABILITY: SURFACE MOTION
 RB1517
 RB1517  HISTORY     - Date     Condition        Report By
 RB1517  HISTORY     - 1982     MONUMENTED       NGS
 RB1517
 RB1517                          STATION DESCRIPTION
 RB1517
 RB1517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RB1517'FROM THE INTERSECTION OF HIGHWAY 74 AND 207 IN LEXINGTON, BY GOING
 RB1517'NORTH ON HIGHWAY 74 FOR 9.4 KM (5.8 MI) TO THE MARK ON THE LEFT, IT
 RB1517'IS ABOUT 100 METERS SOUTH OF THE GRAIN ELEVATORS AT JORDAN, 35.0
 RB1517'METERS WEST OF CENTERLINE OF HIGHWAY 74, 14.8 METERS WEST OF WEST
 RB1517'RAIL OF TRACKS, 6.0 METERS SOUTHWEST OF CENTERLINE OF GRAVEL ROAD
 RB1517'LEADING TO ELEVATORS, 1.8 METERS SOUTH OF A FENCE CORNER, .3 METERS
 RB1517'SOUTHEAST OF A WITNESS POST, .2 METERS EAST OF A FENCE, AND ABOUT 1
 RB1517'METER LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0005 ***********************************************************************
 RC0005  DESIGNATION -  E 88
 RC0005  PID         -  RC0005
 RC0005  STATE/COUNTY-  OR/GILLIAM
 RC0005  USGS QUAD   -  HORN BUTTE (1964)
 RC0005
 RC0005                         *CURRENT SURVEY CONTROL
 RC0005  ___________________________________________________________________
 RC0005* NAD 83(1986)-  45 44 43.     (N)    120 01 19.     (W)     SCALED    
 RC0005* NAVD 88     -       100.136  (meters)     328.53   (feet)  ADJUSTED  
 RC0005  ___________________________________________________________________
 RC0005  GEOID HEIGHT-         -21.75  (meters)                     GEOID03
 RC0005  DYNAMIC HT  -         100.134 (meters)     328.52  (feet)  COMP
 RC0005  MODELED GRAV-     980,595.1   (mgal)                       NAVD 88
 RC0005
 RC0005  VERT ORDER  -  SECOND    CLASS 0
 RC0005
 RC0005.The horizontal coordinates were scaled from a topographic map and have
 RC0005.an estimated accuracy of +/- 6 seconds.
 RC0005
 RC0005.The orthometric height was determined by differential leveling
 RC0005.and adjusted in June 1991.
 RC0005
 RC0005.The geoid height was determined by GEOID03.
 RC0005
 RC0005.The dynamic height is computed by dividing the NAVD 88
 RC0005.geopotential number by the normal gravity value computed on the
 RC0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0005.degrees latitude (g = 980.6199 gals.).
 RC0005
 RC0005.The modeled gravity was interpolated from observed gravity values.
 RC0005
 RC0005;                    North         East    Units  Estimated Accuracy
 RC0005;SPC OR N     -   231,090.    2,537,200.      MT  (+/- 180 meters Scaled)
 RC0005
 RC0005                          SUPERSEDED SURVEY CONTROL
 RC0005
 RC0005  NGVD 29 (??/??/92)   99.130  (m)          325.23   (f) ADJ UNCH    2 0
 RC0005
 RC0005.Superseded values are not recommended for survey control.
 RC0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0005.See file dsdata.txt to determine how the superseded data were derived.
 RC0005
 RC0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGR316700(NAD 83)
 RC0005_MARKER: DB = BENCH MARK DISK
 RC0005_SETTING: 0 = UNSPECIFIED SETTING
 RC0005_STAMPING: E 88 1934
 RC0005_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC0005
 RC0005  HISTORY     - Date     Condition        Report By
 RC0005  HISTORY     - 1934     MONUMENTED       CGS
 RC0005  HISTORY     - 1968     GOOD             NGS
 RC0005
 RC0005                          STATION DESCRIPTION
 RC0005
 RC0005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RC0005'3.9 MI S FROM HEPPNER JUNCTION.
 RC0005'ABOUT 3.9 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE
 RC0005'STATION AT HEPPNER JUNCTION, ABOUT 200 FEET NORTHEAST OF THE CENTER OF
 RC0005'THE HIGHWAY OVERPASS OVER THE RAILROAD TRACKS, 68 FEET SOUTH OF OLD
 RC0005'MILEPOST 4, 31.5 FEET EAST OF THE CENTERLINE OF THE RAILROAD TRACKS AT
 RC0005'A CATTLE GUARD ON A FENCE LINE, 26.5 FEET SOUTHEAST OF THE SOUTHEAST
 RC0005'RAIL OF THE RAILROAD TRACKS, 2 FEET NORTH OF A WIRE FENCE, 1 FOOT
 RC0005'SOUTHWEST OF A STEEL WITNESS POST AND 1.5 FEET BELOW THE SURFACE OF
 RC0005'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0606 ***********************************************************************
 QC0606  DESIGNATION -  E 89
 QC0606  PID         -  QC0606
 QC0606  STATE/COUNTY-  OR/WHEELER
 QC0606  USGS QUAD   -  WHITETAIL BUTTE (1995)
 QC0606
 QC0606                         *CURRENT SURVEY CONTROL
 QC0606  ___________________________________________________________________
 QC0606* NAD 83(1986)-  44 54 03.     (N)    119 42 17.     (W)     SCALED    
 QC0606* NAVD 88     -       953.500  (meters)    3128.27   (feet)  ADJUSTED  
 QC0606  ___________________________________________________________________
 QC0606  GEOID HEIGHT-         -19.61  (meters)                     GEOID03
 QC0606  DYNAMIC HT  -         953.243 (meters)    3127.43  (feet)  COMP
 QC0606  MODELED GRAV-     980,316.0   (mgal)                       NAVD 88
 QC0606
 QC0606  VERT ORDER  -  SECOND    CLASS 0
 QC0606
 QC0606.The horizontal coordinates were scaled from a topographic map and have
 QC0606.an estimated accuracy of +/- 6 seconds.
 QC0606
 QC0606.The orthometric height was determined by differential leveling
 QC0606.and adjusted in June 1991.
 QC0606
 QC0606.The geoid height was determined by GEOID03.
 QC0606
 QC0606.The dynamic height is computed by dividing the NAVD 88
 QC0606.geopotential number by the normal gravity value computed on the
 QC0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0606.degrees latitude (g = 980.6199 gals.).
 QC0606
 QC0606.The modeled gravity was interpolated from observed gravity values.
 QC0606
 QC0606;                    North         East    Units  Estimated Accuracy
 QC0606;SPC OR N     -   137,450.    2,562,810.      MT  (+/- 180 meters Scaled)
 QC0606
 QC0606                          SUPERSEDED SURVEY CONTROL
 QC0606
 QC0606  NGVD 29 (??/??/92)  952.356  (m)         3124.52   (f) ADJ UNCH    2 0
 QC0606
 QC0606.Superseded values are not recommended for survey control.
 QC0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0606.See file dsdata.txt to determine how the superseded data were derived.
 QC0606
 QC0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKK864754(NAD 83)
 QC0606_MARKER: DB = BENCH MARK DISK
 QC0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0606_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QC0606_STAMPING: E 89 1934
 QC0606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0606+STABILITY: SURFACE MOTION
 QC0606
 QC0606  HISTORY     - Date     Condition        Report By
 QC0606  HISTORY     - 1934     MONUMENTED       CGS
 QC0606  HISTORY     - 1962     GOOD             NGS
 QC0606
 QC0606                          STATION DESCRIPTION
 QC0606
 QC0606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 QC0606'9.4 MI N FROM SPRAY.
 QC0606'REACHED FROM THE POST OFFICE AT SPRAY GO EAST AND NORTH ON STATE
 QC0606'HIGHWAY 207 FOR ABOUT 9.4 MILES, (THIS IS 0.3 MILE SOUTH OF A Y-FORK
 QC0606'ROAD GOING DOWN GRADE TO THE SOUTHWEST,) 34 FEET EAST OF THE CENTER
 QC0606'LINE OF THE HIGHWAY, ABOUT 4 FEET HIGHER THAN THE CENTER LINE OF THE
 QC0606'HIGHWAY, AND 2 FEET SOUTH OF A WITNESS POST.  A STANDARD BENCH MARK
 QC0606'DISK SET IN THE TOP OF A CONCRETE POST THAT IS PROJECTING ABOUT 0.8
 QC0606'FOOT ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0795 ***********************************************************************
 NZ0795  DESIGNATION -  E 9
 NZ0795  PID         -  NZ0795
 NZ0795  STATE/COUNTY-  OR/DOUGLAS
 NZ0795  USGS QUAD   -  LIVE OAK MOUNTAIN (1990)
 NZ0795
 NZ0795                         *CURRENT SURVEY CONTROL
 NZ0795  ___________________________________________________________________
 NZ0795* NAD 83(1986)-  42 53 33.     (N)    123 33 33.     (W)     SCALED    
 NZ0795* NAVD 88     -       261.685  (meters)     858.54   (feet)  ADJUSTED  
 NZ0795  ___________________________________________________________________
 NZ0795  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 NZ0795  DYNAMIC HT  -         261.608 (meters)     858.29  (feet)  COMP
 NZ0795  MODELED GRAV-     980,321.1   (mgal)                       NAVD 88
 NZ0795
 NZ0795  VERT ORDER  -  FIRST     CLASS II
 NZ0795
 NZ0795.The horizontal coordinates were scaled from a topographic map and have
 NZ0795.an estimated accuracy of +/- 6 seconds.
 NZ0795
 NZ0795.The orthometric height was determined by differential leveling
 NZ0795.and adjusted in June 1991.
 NZ0795
 NZ0795.The geoid height was determined by GEOID03.
 NZ0795
 NZ0795.The dynamic height is computed by dividing the NAVD 88
 NZ0795.geopotential number by the normal gravity value computed on the
 NZ0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0795.degrees latitude (g = 980.6199 gals.).
 NZ0795
 NZ0795.The modeled gravity was interpolated from observed gravity values.
 NZ0795
 NZ0795;                    North         East    Units  Estimated Accuracy
 NZ0795;SPC OR S     -   140,730.    1,250,200.      MT  (+/- 180 meters Scaled)
 NZ0795
 NZ0795                          SUPERSEDED SURVEY CONTROL
 NZ0795
 NZ0795  NGVD 29 (??/??/92)  260.650  (m)          855.15   (f) ADJ UNCH    1 2
 NZ0795
 NZ0795.Superseded values are not recommended for survey control.
 NZ0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0795.See file dsdata.txt to determine how the superseded data were derived.
 NZ0795
 NZ0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN543490(NAD 83)
 NZ0795_MARKER: DB = BENCH MARK DISK
 NZ0795_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NZ0795_SP_SET: BRIDGE
 NZ0795_STAMPING: ELEV. 854.395 FT. E 9 1920
 NZ0795_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NZ0795
 NZ0795  HISTORY     - Date     Condition        Report By
 NZ0795  HISTORY     - 1920     MONUMENTED       CGS
 NZ0795  HISTORY     - 1954     GOOD             NGS
 NZ0795
 NZ0795                          STATION DESCRIPTION
 NZ0795
 NZ0795'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NZ0795'0.3 MI N FROM DADS CREEK.
 NZ0795'0.3 MILE NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 NZ0795'SECTION HOUSE AT DADS CREEK, AT A STEEL GIRDER BRIDGE OVER TABLE
 NZ0795'CREEK, IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE
 NZ0795'ABUTMENT, 4.8 FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND ABOUT 1 FOOT
 NZ0795'LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0391 ***********************************************************************
 QC0391  DESIGNATION -  E 90
 QC0391  PID         -  QC0391
 QC0391  STATE/COUNTY-  OR/GRANT
 QC0391  USGS QUAD   -  SUPLEE (1992)
 QC0391
 QC0391                         *CURRENT SURVEY CONTROL
 QC0391  ___________________________________________________________________
 QC0391* NAD 83(1986)-  44 04 17.     (N)    119 39 26.     (W)     SCALED    
 QC0391* NAVD 88     -      1425.497  (meters)    4676.82   (feet)  ADJUSTED  
 QC0391  ___________________________________________________________________
 QC0391  GEOID HEIGHT-         -18.82  (meters)                     GEOID03
 QC0391  DYNAMIC HT  -        1424.830 (meters)    4674.63  (feet)  COMP
 QC0391  MODELED GRAV-     980,101.0   (mgal)                       NAVD 88
 QC0391
 QC0391  VERT ORDER  -  SECOND    CLASS 0
 QC0391
 QC0391.The horizontal coordinates were scaled from a topographic map and have
 QC0391.an estimated accuracy of +/- 6 seconds.
 QC0391
 QC0391.The orthometric height was determined by differential leveling
 QC0391.and adjusted in June 1991.
 QC0391
 QC0391.The geoid height was determined by GEOID03.
 QC0391
 QC0391.The dynamic height is computed by dividing the NAVD 88
 QC0391.geopotential number by the normal gravity value computed on the
 QC0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0391.degrees latitude (g = 980.6199 gals.).
 QC0391
 QC0391.The modeled gravity was interpolated from observed gravity values.
 QC0391
 QC0391;                    North         East    Units  Estimated Accuracy
 QC0391;SPC OR N     -    45,330.    2,567,520.      MT  (+/- 180 meters Scaled)
 QC0391
 QC0391                          SUPERSEDED SURVEY CONTROL
 QC0391
 QC0391  NGVD 29 (??/??/92) 1424.252  (m)         4672.73   (f) ADJ UNCH    2 0
 QC0391
 QC0391.Superseded values are not recommended for survey control.
 QC0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0391.See file dsdata.txt to determine how the superseded data were derived.
 QC0391
 QC0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKJ872832(NAD 83)
 QC0391_MARKER: DB = BENCH MARK DISK
 QC0391_SETTING: 0 = UNSPECIFIED SETTING
 QC0391_STAMPING: E 90 1934
 QC0391_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QC0391
 QC0391  HISTORY     - Date     Condition        Report By
 QC0391  HISTORY     - 1934     MONUMENTED       CGS
 QC0391  HISTORY     - 1976     MARK NOT FOUND   NGS
 QC0391
 QC0391                          STATION DESCRIPTION
 QC0391
 QC0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QC0391'1.5 MI E FROM SUPLEE.
 QC0391'1.5 MI. EAST ALONG SUPLEE-KEERINS RANCH ROAD.  FROM TURN-OFF TO P.O.
 QC0391'AT SUPLEE ALONG THE SHORTEST ROAD FROM SUPLEE TO KEERINS RANCH, 1.2
 QC0391'MILES EAST OF JUNCTION OF SUPLEE-KEERINS RANCH ROAD WITH ROAD SOUTH TO
 QC0391'IZEE, 0.35 MILE EAST OF GATE ON ROAD, ON SMALL KNOLL, AND 25 FEET
 QC0391'SOUTH OF ROAD.  NOTE-- KNOLL SURROUNDED BY FARMING LAND.
 QC0391
 QC0391                          STATION RECOVERY (1976)
 QC0391
 QC0391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 QC0391'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0058 ***********************************************************************
 PB0058  DESIGNATION -  E 91
 PB0058  PID         -  PB0058
 PB0058  STATE/COUNTY-  OR/LAKE
 PB0058  USGS QUAD   -  MEAN ROCK WELL (1981)
 PB0058
 PB0058                         *CURRENT SURVEY CONTROL
 PB0058  ___________________________________________________________________
 PB0058* NAD 83(1986)-  43 23 06.     (N)    120 29 28.     (W)     SCALED    
 PB0058* NAVD 88     -      1320.422  (meters)    4332.08   (feet)  ADJUSTED  
 PB0058  ___________________________________________________________________
 PB0058  GEOID HEIGHT-         -20.31  (meters)                     GEOID03
 PB0058  DYNAMIC HT  -        1319.745 (meters)    4329.86  (feet)  COMP
 PB0058  MODELED GRAV-     980,061.2   (mgal)                       NAVD 88
 PB0058
 PB0058  VERT ORDER  -  SECOND    CLASS 0
 PB0058
 PB0058.The horizontal coordinates were scaled from a topographic map and have
 PB0058.an estimated accuracy of +/- 6 seconds.
 PB0058
 PB0058.The orthometric height was determined by differential leveling
 PB0058.and adjusted in June 1991.
 PB0058
 PB0058.The geoid height was determined by GEOID03.
 PB0058
 PB0058.The dynamic height is computed by dividing the NAVD 88
 PB0058.geopotential number by the normal gravity value computed on the
 PB0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0058.degrees latitude (g = 980.6199 gals.).
 PB0058
 PB0058.The modeled gravity was interpolated from observed gravity values.
 PB0058
 PB0058;                    North         East    Units  Estimated Accuracy
 PB0058;SPC OR S     -   190,880.    1,500,720.      MT  (+/- 180 meters Scaled)
 PB0058
 PB0058                          SUPERSEDED SURVEY CONTROL
 PB0058
 PB0058  NGVD 29 (??/??/92) 1319.194  (m)         4328.06   (f) ADJ UNCH    2 0
 PB0058
 PB0058.Superseded values are not recommended for survey control.
 PB0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0058.See file dsdata.txt to determine how the superseded data were derived.
 PB0058
 PB0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGP032066(NAD 83)
 PB0058_MARKER: DB = BENCH MARK DISK
 PB0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0058_STAMPING: E 91 1934
 PB0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0058+STABILITY: SURFACE MOTION
 PB0058
 PB0058  HISTORY     - Date     Condition        Report By
 PB0058  HISTORY     - 1934     MONUMENTED       CGS
 PB0058  HISTORY     - 1977     GOOD             USGS
 PB0058  HISTORY     - 19770506 GOOD             USPSQD
 PB0058
 PB0058                          STATION DESCRIPTION
 PB0058
 PB0058'DESCRIBED BY US GEOLOGICAL SURVEY 1977
 PB0058'19.6 MI NE FROM CHRISTMAS VALLEY.
 PB0058'TO REACH FROM CHRISTMAS VALLEY POST OFFICE, DRIVE E FOR 2 MILES TO
 PB0058'RD-T, TURN LEFT AND FOLLOW MAIN RD FOR 13.3 MI TO RD-T. TURN LEFT AND
 PB0058'DRIVE N FOR 2 MI TO RD X-ING, TURN RIGHT AND DRIVE DUE E FOR 2.3 MI TO
 PB0058'BENCH MARK ON LEFT, .4 MI EAST OF POWERLINE X-ING RD, 160 FT SW OF
 PB0058'FALLEN DOWN BARN, IN THE SW 1/4 OF SECTION 19, T25S, R19E, 24 FT N OF
 PB0058'CENTERLINE OF RD, ABOUT LEVEL WITH RD.  A STANDARD DISK, STAMPED, E 91
 PB0058'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING .6 FT ABOVE THE
 PB0058'GROUND.
 PB0058
 PB0058                          STATION RECOVERY (1977)
 PB0058
 PB0058'RECOVERY NOTE BY US POWER SQUADRON 1977 (DHK)
 PB0058'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0318 ***********************************************************************
 PB0318  DESIGNATION -  E 92
 PB0318  PID         -  PB0318
 PB0318  STATE/COUNTY-  OR/KLAMATH
 PB0318  USGS QUAD   -  RODMAN ROCK (1968)
 PB0318
 PB0318                         *CURRENT SURVEY CONTROL
 PB0318  ___________________________________________________________________
 PB0318* NAD 83(1986)-  43 06 42.     (N)    121 22 10.     (W)     SCALED    
 PB0318* NAVD 88     -      1507.696  (meters)    4946.50   (feet)  ADJUSTED  
 PB0318  ___________________________________________________________________
 PB0318  GEOID HEIGHT-         -21.06  (meters)                     GEOID03
 PB0318  DYNAMIC HT  -        1506.833 (meters)    4943.67  (feet)  COMP
 PB0318  MODELED GRAV-     979,994.1   (mgal)                       NAVD 88
 PB0318
 PB0318  VERT ORDER  -  SECOND    CLASS 0
 PB0318
 PB0318.The horizontal coordinates were scaled from a topographic map and have
 PB0318.an estimated accuracy of +/- 6 seconds.
 PB0318
 PB0318.The orthometric height was determined by differential leveling
 PB0318.and adjusted in June 1991.
 PB0318
 PB0318.The geoid height was determined by GEOID03.
 PB0318
 PB0318.The dynamic height is computed by dividing the NAVD 88
 PB0318.geopotential number by the normal gravity value computed on the
 PB0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0318.degrees latitude (g = 980.6199 gals.).
 PB0318
 PB0318.The modeled gravity was interpolated from observed gravity values.
 PB0318
 PB0318;                    North         East    Units  Estimated Accuracy
 PB0318;SPC OR S     -   160,880.    1,429,240.      MT  (+/- 180 meters Scaled)
 PB0318
 PB0318                          SUPERSEDED SURVEY CONTROL
 PB0318
 PB0318  NGVD 29 (??/??/92) 1506.423  (m)         4942.32   (f) ADJ UNCH    2 0
 PB0318
 PB0318.Superseded values are not recommended for survey control.
 PB0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0318.See file dsdata.txt to determine how the superseded data were derived.
 PB0318
 PB0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFN326745(NAD 83)
 PB0318_MARKER: DB = BENCH MARK DISK
 PB0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0318_STAMPING: E 92 1934
 PB0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0318+STABILITY: SURFACE MOTION
 PB0318
 PB0318  HISTORY     - Date     Condition        Report By
 PB0318  HISTORY     - 1934     MONUMENTED       CGS
 PB0318  HISTORY     - 1959     GOOD             NGS
 PB0318
 PB0318                          STATION DESCRIPTION
 PB0318
 PB0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PB0318'17.4 MI SW FROM SILVER LAKE.
 PB0318'17.4 MILES S.W. ALONG THE SILVER LAKE-KIRK ROAD FROM POST OFFICE.
 PB0318'ALONG THE SILVER LAKE-KIRK ROAD, AT BEAR FLAT SERVICE STATION, 21
 PB0318'YARDS WEST OF SERVICE STATION, IN FRONT OF HOUSE OWNED BY H. B.
 PB0318'MCKINLEY, 14 FEET EAST OF YARD GATE, 1 FOOT SOUTH OF YARD FENCE.
 PB0318
 PB0318                          STATION RECOVERY (1959)
 PB0318
 PB0318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 PB0318'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0387 ***********************************************************************
 PB0387  DESIGNATION -  E 93
 PB0387  PID         -  PB0387
 PB0387  STATE/COUNTY-  OR/KLAMATH
 PB0387  USGS QUAD   -  ODELL BUTTE (1981)
 PB0387
 PB0387                         *CURRENT SURVEY CONTROL
 PB0387  ___________________________________________________________________
 PB0387* NAD 83(1986)-  43 25 46.     (N)    121 51 07.     (W)     SCALED    
 PB0387* NAVD 88     -      1391.056  (meters)    4563.82   (feet)  ADJUSTED  
 PB0387  ___________________________________________________________________
 PB0387  GEOID HEIGHT-         -21.26  (meters)                     GEOID03
 PB0387  DYNAMIC HT  -        1390.344 (meters)    4561.49  (feet)  COMP
 PB0387  MODELED GRAV-     980,059.2   (mgal)                       NAVD 88
 PB0387
 PB0387  VERT ORDER  -  SECOND    CLASS 0
 PB0387
 PB0387.The horizontal coordinates were scaled from a topographic map and have
 PB0387.an estimated accuracy of +/- 6 seconds.
 PB0387
 PB0387.The orthometric height was determined by differential leveling
 PB0387.and adjusted in June 1991.
 PB0387
 PB0387.The geoid height was determined by GEOID03.
 PB0387
 PB0387.The dynamic height is computed by dividing the NAVD 88
 PB0387.geopotential number by the normal gravity value computed on the
 PB0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0387.degrees latitude (g = 980.6199 gals.).
 PB0387
 PB0387.The modeled gravity was interpolated from observed gravity values.
 PB0387
 PB0387;                    North         East    Units  Estimated Accuracy
 PB0387;SPC OR S     -   196,700.    1,390,550.      MT  (+/- 180 meters Scaled)
 PB0387
 PB0387                          SUPERSEDED SURVEY CONTROL
 PB0387
 PB0387  NGVD 29 (??/??/92) 1389.775  (m)         4559.62   (f) ADJ UNCH    2 0
 PB0387
 PB0387.Superseded values are not recommended for survey control.
 PB0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0387.See file dsdata.txt to determine how the superseded data were derived.
 PB0387
 PB0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP929091(NAD 83)
 PB0387_MARKER: DB = BENCH MARK DISK
 PB0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0387_STAMPING: E 93 1934
 PB0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0387+STABILITY: SURFACE MOTION
 PB0387
 PB0387  HISTORY     - Date     Condition        Report By
 PB0387  HISTORY     - 1934     MONUMENTED       CGS
 PB0387  HISTORY     - 1956     GOOD             ORDT
 PB0387
 PB0387                          STATION DESCRIPTION
 PB0387
 PB0387'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1956
 PB0387'10.6 MI SE FROM ODELL LAKE LODGE.
 PB0387'ABOUT 10.6 MILES SOUTHEAST ALONG THE WILLAMETTE HIGHWAY FROM ODELL
 PB0387'LAKE LODGE, KLAMATH COUNTY, 1.1 MILES SOUTHEAST OF THE JUNCTION WITH A
 PB0387'ROAD WEST TO WILLAMETTE PASS, .2 MILE NORTHWEST OF AN EARTH CUT, 42
 PB0387'FEET NORTHEAST OF THE CENTERLINE, IN A SMALL CLEARING.  A STANDARD
 PB0387'DISK STAMPED E 93 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0030 ***********************************************************************
 PC0030  DESIGNATION -  E 94
 PC0030  PID         -  PC0030
 PC0030  STATE/COUNTY-  OR/LANE
 PC0030  USGS QUAD   -  OAKRIDGE (1997)
 PC0030
 PC0030                         *CURRENT SURVEY CONTROL
 PC0030  ___________________________________________________________________
 PC0030* NAD 83(1986)-  43 43 48.     (N)    122 25 43.     (W)     SCALED    
 PC0030* NAVD 88     -       384.191  (meters)    1260.47   (feet)  ADJUSTED  
 PC0030  ___________________________________________________________________
 PC0030  GEOID HEIGHT-         -22.65  (meters)                     GEOID03
 PC0030  DYNAMIC HT  -         384.079 (meters)    1260.10  (feet)  COMP
 PC0030  MODELED GRAV-     980,318.3   (mgal)                       NAVD 88
 PC0030
 PC0030  VERT ORDER  -  SECOND    CLASS 0
 PC0030
 PC0030.The horizontal coordinates were scaled from a topographic map and have
 PC0030.an estimated accuracy of +/- 6 seconds.
 PC0030
 PC0030.The orthometric height was determined by differential leveling
 PC0030.and adjusted in June 1991.
 PC0030
 PC0030.The geoid height was determined by GEOID03.
 PC0030
 PC0030.The dynamic height is computed by dividing the NAVD 88
 PC0030.geopotential number by the normal gravity value computed on the
 PC0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0030.degrees latitude (g = 980.6199 gals.).
 PC0030
 PC0030.The modeled gravity was interpolated from observed gravity values.
 PC0030
 PC0030;                    North         East    Units  Estimated Accuracy
 PC0030;SPC OR S     -   230,990.    1,344,640.      MT  (+/- 180 meters Scaled)
 PC0030
 PC0030                          SUPERSEDED SURVEY CONTROL
 PC0030
 PC0030  NGVD 29 (??/??/92)  383.063  (m)         1256.77   (f) ADJ UNCH    2 0
 PC0030
 PC0030.Superseded values are not recommended for survey control.
 PC0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0030.See file dsdata.txt to determine how the superseded data were derived.
 PC0030
 PC0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP460420(NAD 83)
 PC0030_MARKER: DD = SURVEY DISK
 PC0030_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PC0030_SP_SET: ANCHOR
 PC0030_STAMPING: E 94 1934
 PC0030_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PC0030
 PC0030  HISTORY     - Date     Condition        Report By
 PC0030  HISTORY     - 1934     MONUMENTED       USGS
 PC0030  HISTORY     - 1934     GOOD             NGS
 PC0030  HISTORY     - 1983     MARK NOT FOUND   USGS
 PC0030
 PC0030                          STATION DESCRIPTION
 PC0030
 PC0030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PC0030'2.0 MI SE FROM OAKRIDGE.
 PC0030'ALONG THE SALT CREEK HIGHWAY, ABOUT 0.5 MILE NORTHWEST OF CONCRETE
 PC0030'HIGHWAY BRIDGE OVER SALT CREEK, 0.7 MILE UPSTREAM FROM MOUTH OF CREEK,
 PC0030'IN SMALL CAMP GROUND, SET IN THE CONCRETE ANCHOR FOR GAGING STATION
 PC0030'CABLE.
 PC0030
 PC0030                          STATION RECOVERY (1983)
 PC0030
 PC0030'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 PC0030'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0954 ***********************************************************************
 QE0954  DESIGNATION -  E 95
 QE0954  PID         -  QE0954
 QE0954  STATE/COUNTY-  OR/LANE
 QE0954  USGS QUAD   -  NOTI (1984)
 QE0954
 QE0954                         *CURRENT SURVEY CONTROL
 QE0954  ___________________________________________________________________
 QE0954* NAD 83(1986)-  44 02 31.     (N)    123 27 52.     (W)     SCALED    
 QE0954* NAVD 88     -       147.128  (meters)     482.70   (feet)  ADJUSTED  
 QE0954  ___________________________________________________________________
 QE0954  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 QE0954  DYNAMIC HT  -         147.112 (meters)     482.65  (feet)  COMP
 QE0954  MODELED GRAV-     980,509.4   (mgal)                       NAVD 88
 QE0954
 QE0954  VERT ORDER  -  SECOND    CLASS 0
 QE0954
 QE0954.The horizontal coordinates were scaled from a topographic map and have
 QE0954.an estimated accuracy of +/- 6 seconds.
 QE0954
 QE0954.The orthometric height was determined by differential leveling
 QE0954.and adjusted in June 1991.
 QE0954
 QE0954.The geoid height was determined by GEOID03.
 QE0954
 QE0954.The dynamic height is computed by dividing the NAVD 88
 QE0954.geopotential number by the normal gravity value computed on the
 QE0954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0954.degrees latitude (g = 980.6199 gals.).
 QE0954
 QE0954.The modeled gravity was interpolated from observed gravity values.
 QE0954
 QE0954;                    North         East    Units  Estimated Accuracy
 QE0954;SPC OR S     -   268,070.    1,262,450.      MT  (+/- 180 meters Scaled)
 QE0954
 QE0954                          SUPERSEDED SURVEY CONTROL
 QE0954
 QE0954  NGVD 29 (??/??/92)  146.014  (m)          479.05   (f) ADJ UNCH    2 0
 QE0954
 QE0954.Superseded values are not recommended for survey control.
 QE0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0954.See file dsdata.txt to determine how the superseded data were derived.
 QE0954
 QE0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP627766(NAD 83)
 QE0954_MARKER: DB = BENCH MARK DISK
 QE0954_SETTING: 0 = UNSPECIFIED SETTING
 QE0954_STAMPING: E 95 1934
 QE0954_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0954
 QE0954  HISTORY     - Date     Condition        Report By
 QE0954  HISTORY     - 1934     MONUMENTED       CGS
 QE0954
 QE0954                          STATION DESCRIPTION
 QE0954
 QE0954'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QE0954'1.6 MI W FROM NOTI.
 QE0954'1.6 MILES WEST ALONG S.P. RR, FROM STATION.  ALONG THE RIGHT OF WAY OF
 QE0954'THE SOUTHERN PACIFIC RAILROAD, MARSHFIELD SUBDIVISION, 37 1/2 RAILS,
 QE0954'APPROXIMATELY 413 YARDS NORTH WEST OF MILE POST 667, 2 1/2 RAILS
 QE0954'NORTHWEST OF WOODEN TRESTLE NO. 666-E, 26 FEET EAST OF PUBLIC ROAD
 QE0954'CROSSING, 14 FEET NORTHEAST OF TRACK, AND 6 FEET SOUTHEAST OF RAILROAD
 QE0954'CROSSING SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0661 ***********************************************************************
 RD0661  DESIGNATION -  E 96
 RD0661  PID         -  RD0661
 RD0661  STATE/COUNTY-  OR/WASHINGTON
 RD0661  USGS QUAD   -  BUXTON (1992)
 RD0661
 RD0661                         *CURRENT SURVEY CONTROL
 RD0661  ___________________________________________________________________
 RD0661* NAD 83(1986)-  45 39 00.     (N)    123 08 31.     (W)     SCALED    
 RD0661* NAVD 88     -        66.494  (meters)     218.16   (feet)  ADJUSTED  
 RD0661  ___________________________________________________________________
 RD0661  GEOID HEIGHT-         -22.07  (meters)                     GEOID03
 RD0661  DYNAMIC HT  -          66.494 (meters)     218.16  (feet)  COMP
 RD0661  MODELED GRAV-     980,619.9   (mgal)                       NAVD 88
 RD0661
 RD0661  VERT ORDER  -  SECOND    CLASS 0
 RD0661
 RD0661.The horizontal coordinates were scaled from a topographic map and have
 RD0661.an estimated accuracy of +/- 6 seconds.
 RD0661
 RD0661.The orthometric height was determined by differential leveling
 RD0661.and adjusted in June 1991.
 RD0661
 RD0661.The geoid height was determined by GEOID03.
 RD0661
 RD0661.The dynamic height is computed by dividing the NAVD 88
 RD0661.geopotential number by the normal gravity value computed on the
 RD0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0661.degrees latitude (g = 980.6199 gals.).
 RD0661
 RD0661.The modeled gravity was interpolated from observed gravity values.
 RD0661
 RD0661;                    North         East    Units  Estimated Accuracy
 RD0661;SPC OR N     -   223,760.    2,294,110.      MT  (+/- 180 meters Scaled)
 RD0661
 RD0661                          SUPERSEDED SURVEY CONTROL
 RD0661
 RD0661  NGVD 29 (??/??/92)   65.424  (m)          214.65   (f) ADJ UNCH    2 0
 RD0661
 RD0661.Superseded values are not recommended for survey control.
 RD0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0661.See file dsdata.txt to determine how the superseded data were derived.
 RD0661
 RD0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR889551(NAD 83)
 RD0661_MARKER: DB = BENCH MARK DISK
 RD0661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0661_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0661_STAMPING: E 96 1934 214.645
 RD0661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0661+STABILITY: SURFACE MOTION
 RD0661
 RD0661  HISTORY     - Date     Condition        Report By
 RD0661  HISTORY     - 1934     MONUMENTED       CGS
 RD0661  HISTORY     - 1952     GOOD             NGS
 RD0661  HISTORY     - 1988     GOOD             USPSQD
 RD0661
 RD0661                          STATION DESCRIPTION
 RD0661
 RD0661'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 RD0661'1.5 MI SE FROM MANNING.
 RD0661'ABOUT 1.5 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM
 RD0661'MANNING, WASHINGTON COUNTY, AT MILEAGE 777.40, ON THE NORTHEAST SIDE
 RD0661'OF THE NORTHWEST JUNCTION OF STATE HIGHWAYS 2 AND 47, 15.7 FEET
 RD0661'NORTHWEST OF RAILROAD CULVERT, AND 15.2 FEET SOUTHWEST OF THE CENTER
 RD0661'OF THE RAILROAD TRACK.  A STANDARD DISK SET IN AN 8-INCH SQUARE
 RD0661'CONCRETE POST.  DISK STAMPED 214.645.
 RD0661
 RD0661                          STATION RECOVERY (1988)
 RD0661
 RD0661'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCC)
 RD0661'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0817 ***********************************************************************
 RD0817  DESIGNATION -  E 98
 RD0817  PID         -  RD0817
 RD0817  STATE/COUNTY-  OR/WASHINGTON
 RD0817  USGS QUAD   -  BUXTON (1992)
 RD0817
 RD0817                         *CURRENT SURVEY CONTROL
 RD0817  ___________________________________________________________________
 RD0817* NAD 83(1986)-  45 44 34.     (N)    123 11 53.     (W)     SCALED    
 RD0817* NAVD 88     -       251.573  (meters)     825.37   (feet)  ADJUSTED  
 RD0817  ___________________________________________________________________
 RD0817  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 RD0817  DYNAMIC HT  -         251.575 (meters)     825.38  (feet)  COMP
 RD0817  MODELED GRAV-     980,616.7   (mgal)                       NAVD 88
 RD0817
 RD0817  VERT ORDER  -  SECOND    CLASS 0
 RD0817
 RD0817.The horizontal coordinates were scaled from a topographic map and have
 RD0817.an estimated accuracy of +/- 6 seconds.
 RD0817
 RD0817.The orthometric height was determined by differential leveling
 RD0817.and adjusted in June 1991.
 RD0817
 RD0817.The geoid height was determined by GEOID03.
 RD0817
 RD0817.The dynamic height is computed by dividing the NAVD 88
 RD0817.geopotential number by the normal gravity value computed on the
 RD0817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0817.degrees latitude (g = 980.6199 gals.).
 RD0817
 RD0817.The modeled gravity was interpolated from observed gravity values.
 RD0817
 RD0817;                    North         East    Units  Estimated Accuracy
 RD0817;SPC OR N     -   234,210.    2,290,080.      MT  (+/- 180 meters Scaled)
 RD0817
 RD0817                          SUPERSEDED SURVEY CONTROL
 RD0817
 RD0817  NGVD 29 (??/??/92)  250.488  (m)          821.81   (f) ADJ UNCH    2 0
 RD0817
 RD0817.Superseded values are not recommended for survey control.
 RD0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0817.See file dsdata.txt to determine how the superseded data were derived.
 RD0817
 RD0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR845654(NAD 83)
 RD0817_MARKER: DB = BENCH MARK DISK
 RD0817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0817_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0817_STAMPING: E 98 1934
 RD0817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0817+STABILITY: SURFACE MOTION
 RD0817
 RD0817  HISTORY     - Date     Condition        Report By
 RD0817  HISTORY     - 1934     MONUMENTED       CGS
 RD0817  HISTORY     - 1961     GOOD             NGS
 RD0817  HISTORY     - 1989     GOOD             USPSQD
 RD0817
 RD0817                          STATION DESCRIPTION
 RD0817
 RD0817'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RD0817'3.9 MI N FROM BUXTON.
 RD0817'FROM THE SPOKANE, PORTLAND AND SEATTLE RAILWAY SIDELINE AT BUXTON, GO
 RD0817'NORTH ON STATE HIGHWAY 47 FOR 3.9 MILES, THIS IS 0.3 MILE SOUTH OF AN
 RD0817'OVERHEAD BRIDGE.  BENCH MARK IS A STANDARD DISK SET IN TOP OF A
 RD0817'CONCRETE POST PROJECTING ABOUT 6 INCHES, 30 FEET WEST OF THE CENTER
 RD0817'LINE OF THE HIGHWAY, AND 1 FOOT SOUTH OF A METAL WITNESS POST. NOTE--
 RD0817'FROM THE SPOKANE, PORTLAND AND SEATTLE RAILWAY AT BUXTON SHOULD BE
 RD0817'CHANGED TO-- FROM THE SOUTHERN PACIFIC RAILROAD AT BUXTON.
 RD0817
 RD0817                          STATION RECOVERY (1989)
 RD0817
 RD0817'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RD0817'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0707 ***********************************************************************
 PB0707  DESIGNATION -  E=FORT ROCK
 PB0707  PID         -  PB0707
 PB0707  STATE/COUNTY-  OR/LAKE
 PB0707  USGS QUAD   -  FORT ROCK (1981)
 PB0707
 PB0707                         *CURRENT SURVEY CONTROL
 PB0707  ___________________________________________________________________
 PB0707* NAD 83(1991)-  43 22 19.53905(N)    121 04 26.44134(W)     ADJUSTED  
 PB0707* NAVD 88     -      1432.2    (meters)    4699.     (feet)  VERTCON   
 PB0707  ___________________________________________________________________
 PB0707  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 PB0707  GEOID HEIGHT-         -20.79  (meters)                     GEOID03
 PB0707  HORZ ORDER  -  SECOND
 PB0707
 PB0707.The horizontal coordinates were established by classical geodetic methods
 PB0707.and adjusted by the National Geodetic Survey in October 1991.
 PB0707
 PB0707.The NAVD 88 height was computed by applying the VERTCON shift value to
 PB0707.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PB0707
 PB0707.The Laplace correction was computed from DEFLEC99 derived deflections.
 PB0707
 PB0707.The geoid height was determined by GEOID03.
 PB0707
 PB0707;                    North         East     Units Scale Factor Converg.
 PB0707;SPC OR S     -   189,603.083 1,453,482.949   MT  0.99990090   -0 23 33.8
 PB0707;SPC OR S     -   622,057.36  4,768,644.85   iFT  0.99990090   -0 23 33.8
 PB0707;UTM  10      - 4,803,937.915   656,035.263   MT  0.99989950   +1 19 22.5
 PB0707
 PB0707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PB0707!SPC OR S     -   0.99977871  x   0.99990090  =   0.99967964
 PB0707!UTM  10      -   0.99977871  x   0.99989950  =   0.99967824
 PB0707
 PB0707|---------------------------------------------------------------------|
 PB0707| PID    Reference Object                     Distance      Geod. Az  |
 PB0707|                                                           dddmmss.s |
 PB0707| CD6566 FORT ROCK RM 2                        7.265 METERS 08320     |
 PB0707| PB0722 BALD MTN                            APPROX.25.3 KM 2443856.6 |
 PB0707| CD6565 FORT ROCK RM 1                        4.380 METERS 30720     |
 PB0707|---------------------------------------------------------------------|
 PB0707
 PB0707                          SUPERSEDED SURVEY CONTROL
 PB0707
 PB0707  NAD 83(1986)-  43 22 19.54396(N)    121 04 26.45379(W) AD(       ) 2
 PB0707  NAD 27      -  43 22 20.05252(N)    121 04 22.42478(W) AD(       ) 2
 PB0707  NGVD 29 (07/19/86) 1431.0    (m)         4695.     (f) VERT ANG    3  
 PB0707
 PB0707.Superseded values are not recommended for survey control.
 PB0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0707.See file dsdata.txt to determine how the superseded data were derived.
 PB0707
 PB0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP5603503938(NAD 83)
 PB0707_MARKER: DD = SURVEY DISK
 PB0707_SETTING: 66 = SET IN ROCK OUTCROP
 PB0707
 PB0707  HISTORY     - Date     Condition        Report By
 PB0707  HISTORY     - 1968     MONUMENTED       USFS
 PB0707
 PB0707                          STATION DESCRIPTION
 PB0707
 PB0707'DESCRIBED BY US FOREST SERVICE 1968
 PB0707'LOCATED ABOUT 17 MI N. OF SILVER LAKE.  ABOUT 12 MI ESE. OF BIG
 PB0707'HOLE BUTTE.  ABOUT 1.4 MI NW. OF TOWN OF FORT ROCK.  ON SOUTHWEST
 PB0707'END OF GEOGRAPHICAL FEATURE KNOWN AS FORT ROCK.
 PB0707'
 PB0707'TO REACH FROM RD. X-ING. IN TOWN OF FORT ROCK, DRIVE N. 1 MI TO
 PB0707'T-RD. LEFT.  TURN LEFT AND DRIVE W. FOR 0.5 MI TO RD. FORK RIGHT
 PB0707'AND OFF THE MAIN-TRAVELED RD.  TURN RIGHT AND FOLLOW RD. FOR 0.4
 PB0707'MI TO BASE OF FEATURE KNOWN AS FORT ROCK, NEAR SOUTHWEST END AND
 PB0707'BELOW SMALL SADDLE.  PACK UP TRAIL TO SADDLE, BEAR LEFT AND PACK
 PB0707'S. TO HIGH POINT ON SOUTH END OF RIM AND STATION.  A 20-MINUTE
 PB0707'PACK.
 PB0707'
 PB0707'STATION MARK--A USFS TABLET STAMPED E 1925, CEMENTED IN ROCK
 PB0707'OUTCROP IN SMALL LEVEL AREA.
 PB0707'
 PB0707'RM NO. 1--STANDARD USGS REFERENCE MARK TABLET STAMPED NO 1 1968,
 PB0707'CEMENTED IN ROCK OUTCROP, LEVEL WITH STATION MARK.
 PB0707'
 PB0707'RM NO. 2--STANDARD USGS REFERENCE MARK TABLET STAMPED NO 2 1968,
 PB0707'CEMENTED IN ROCK OUTCROP, LEVEL WITH STATION MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1559 ***********************************************************************
 QD1559  DESIGNATION -  EAGLE
 QD1559  PID         -  QD1559
 QD1559  STATE/COUNTY-  OR/WASCO
 QD1559  USGS QUAD   -  EAGLE BUTTE (1962)
 QD1559
 QD1559                         *CURRENT SURVEY CONTROL
 QD1559  ___________________________________________________________________
 QD1559* NAD 83(1991)-  44 50 22.63669(N)    121 14 05.58063(W)     ADJUSTED  
 QD1559* NAVD 88     -       968.7    (meters)    3178.     (feet)  VERTCON   
 QD1559  ___________________________________________________________________
 QD1559  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 QD1559  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 QD1559  HORZ ORDER  -  FIRST
 QD1559
 QD1559.The horizontal coordinates were established by classical geodetic methods
 QD1559.and adjusted by the National Geodetic Survey in October 1991.
 QD1559
 QD1559.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1559.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1559
 QD1559.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1559
 QD1559.The geoid height was determined by GEOID03.
 QD1559
 QD1559;                    North         East     Units Scale Factor Converg.
 QD1559;SPC OR N     -   130,604.647 2,441,901.317   MT  0.99991099   -0 31 16.2
 QD1559;SPC OR N     -   428,492.94  8,011,487.26   iFT  0.99991099   -0 31 16.2
 QD1559;UTM  10      - 4,966,650.085   639,505.891   MT  0.99983932   +1 14 41.4
 QD1559
 QD1559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1559!SPC OR N     -   0.99985153  x   0.99991099  =   0.99976253
 QD1559!UTM  10      -   0.99985153  x   0.99983932  =   0.99969087
 QD1559
 QD1559|---------------------------------------------------------------------|
 QD1559| PID    Reference Object                     Distance      Geod. Az  |
 QD1559|                                                           dddmmss.s |
 QD1559| QD1557 EAGLE BUTTE LOT                      23.317 METERS 01307     |
 QD1559| CF4318 EAGLE RM 1                           17.130 METERS 08753     |
 QD1559| CF4317 EAGLE AZ MK                                        1750031.6 |
 QD1559| CF4320 EAGLE RM 3                                         2752239.2 |
 QD1559| CF4319 EAGLE RM 2                           17.118 METERS 33637     |
 QD1559|---------------------------------------------------------------------|
 QD1559
 QD1559                          SUPERSEDED SURVEY CONTROL
 QD1559
 QD1559  NAD 83(1986)-  44 50 22.64733(N)    121 14 05.58093(W) AD(       ) 1
 QD1559  NAD 27      -  44 50 23.22000(N)    121 14 01.39100(W) AD(       ) 1
 QD1559  NGVD 29 (07/19/86)  967.6    (m)         3175.     (f) VERT ANG    3  
 QD1559
 QD1559.Superseded values are not recommended for survey control.
 QD1559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1559.See file dsdata.txt to determine how the superseded data were derived.
 QD1559
 QD1559_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ3950666650(NAD 83)
 QD1559_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QD1559_SETTING: 66 = SET IN ROCK OUTCROP
 QD1559
 QD1559  HISTORY     - Date     Condition        Report By
 QD1559  HISTORY     - 1946     MONUMENTED       CGS
 QD1559  HISTORY     - 1958     GOOD             USGS
 QD1559  HISTORY     - 1973     SEE DESCRIPTION  NGS
 QD1559
 QD1559                          STATION DESCRIPTION
 QD1559
 QD1559'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 QD1559'STATION IS LOCATED ABOUT 4.5 MILES NORTH BY EAST OF THE WARM
 QD1559'SPRINGS INDIAN RESERVATION ON THE HIGHEST POINT OF EAGLE BUTTE
 QD1559'AT THE SOUTHWEST EDGE OF A CIRCULAR DRIVE AND 76.51 FEET SOUTH
 QD1559'BY WEST OF THE CENTER OF THE BASE OF THE LOOKOUT TOWER.  IT IS
 QD1559'STAMPED EAGLE 1946 AND IS FLUSH WITH THE GROUND.
 QD1559'
 QD1559'REFERENCE MARK NO. 1 IS EAST OF THE STATION AND 69.2 FEET
 QD1559'SOUTHEAST OF THE SOUTHEAST LEG OF THE LOOKOUT TOWER.  IT IS
 QD1559'STAMPED EAGLE NO 1 1946 AND IS FLUSH WITH THE GROUND.
 QD1559'
 QD1559'REFERENCE MARK NO. 2 IS NORTH-NORTHWEST OF THE STATION AND 32.7
 QD1559'FEET SOUTHWEST OF THE SOUTHWEST LEG OF THE LOOKOUT TOWER.  IT IS
 QD1559'STAMPED EAGLE NO 2 1946 AND IS FLUSH WITH THE GROUND.
 QD1559'
 QD1559'THE AZIMUTH MARK IS SOUTH OF THE STATION, 0.1 MILE NORTH OF A
 QD1559'WOODEN BRIDGE AND 70 FEET EAST OF THE CENTERLINE OF A GRAVEL
 QD1559'ROAD.  IT IS A STANDARD DISK WELDED TO THE TOP OF A 3-INCH SOIL
 QD1559'PIPE THAT PROJECTS 8 INCHES.  IT IS STAMPED EAGLE 1946.
 QD1559'
 QD1559'THE EAGLE BUTTE LOOKOUT TOWER IS NORTH BY EAST OF THE STATION.  IT
 QD1559'IS A STANDARD STEEL LOOKOUT TOWER, ABOUT 100 FEET IN HEIGHT, HAS
 QD1559'A STAIRWAY IN THE CENTER THAT LEADS TO A GLASS ENCLOSED STEEL
 QD1559'CROWS NEST ON THE TOP AND EVERY OTHER SECTION OF THE STRUCTURE
 QD1559'IS PAINTED ORANGE.  THE POINT LOCATED IS THE CENTER OF THE BASE
 QD1559'OF THE STRUCTURE.
 QD1559'
 QD1559'TO REACH THE STATION FROM THE TWO STONE PILLARS AT THE NORTH
 QD1559'EDGE OF THE WARM SPRINGS INDIAN RESERVATION, GO NORTH ON A GRAVEL
 QD1559'ROAD FOR 3.2 MILES TO A SMALL WOODEN BRIDGE.  CONTINUE NORTH FOR
 QD1559'0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTH FOR
 QD1559'3.4 MILES TO A FORK.  THEN TAKE LEFT FORK FOR 0.9 MILE TO A
 QD1559'CROSSROAD.  THEN TURN LEFT, SOUTHERLY, FOR 2.7 MILES TO THE TOP
 QD1559'OF EAGLE BUTTE AND THE STATION.
 QD1559
 QD1559                          STATION RECOVERY (1958)
 QD1559
 QD1559'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 QD1559'RECOVERED AS DESCRIBED BY NGS.  ALL MARKS IN GOOD CONDITION.
 QD1559'
 QD1559'REACHED BY HELICOPTER.
 QD1559
 QD1559                          STATION RECOVERY (1973)
 QD1559
 QD1559'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 QD1559'THE STATION MARK, AND BOTH REFERENCE MARKS WERE RECOVERED IN
 QD1559'GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND UNEARTHED.  REFERENCE
 QD1559'MARK NO. 3 WAS ESTABLISHED.  LANDMARKS HAVE CHANGED.  A NEW AND
 QD1559'COMPLETE DESCRIPTION FOLLOWS.
 QD1559'
 QD1559'THE STATION IS ON THE SUMMIT OF EAGLE BUTTE.
 QD1559'
 QD1559'TO REACH THE STATION FROM THE WARM SPRINGS POST OFFICE GO EAST
 QD1559'FOR 0.05 MILE TO U.S. HIGHWAY 26, TURN SHARP LEFT, AND GO WEST
 QD1559'ON U.S. HIGHWAY 26 FOR 0.2 MILE TO A CROSSROAD, AND SIGN ON THE
 QD1559'RIGHT, KAH-NEE-TA RESORT, TURN SHARP RIGHT AS PER SIGN, AND GO
 QD1559'EAST, AND NORTH ON THE MACADAM ROAD FOR 7.4 MILES TO A SIDE ROAD
 QD1559'LEFT, TURN LEFT, AND GO WESTERLY ON THE MOUNTAIN ROAD FOR 2.0
 QD1559'MILES TO A DIM TRACK ROAD RIGHT, ON THE OUTSIDE OF A CURVE,
 QD1559'CONTINUE ON THE MAIN TRAVELED ROAD FOR 0.6 MILE TO THE SUMMIT
 QD1559'OF THE BUTTE, THE LOOKOUT, AND THE STATION.
 QD1559'
 QD1559'THE STATION MARK, STAMPED EAGLE 1946, IS A STANDARD DISK
 QD1559'CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS 2-INCHES, 76
 QD1559'FEET SOUTH-SOUTHWEST OF THE LOOKOUT TOWER, 50 FEET SOUTH-SOUTHWEST
 QD1559'OF A SHED, AND 40 FEET NORTH-NORTHEAST OF THE WEATHER GATHERING
 QD1559'EQUIPMENT.  (NOTE 2)
 QD1559'
 QD1559'REFERENCE MARK NO. 1, STAMPED EAGLE NO 1 1946, IS A STANDARD
 QD1559'DISK CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS 1-INCH,
 QD1559'60 FEET SOUTHEAST OF THE SHED, AND 2 FEET EAST OF A ROCK
 QD1559'CAIRN.  (NOTE 12A)
 QD1559'
 QD1559'REFERENCE MARK NO. 2, STAMPED EAGLE NO 2 1946, IS A STANDARD
 QD1559'DISK CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS 2 INCHES,
 QD1559'35 FEET SOUTHWEST OF THE LOOKOUT, AND 2 FEET EAST OF A ROCK
 QD1559'CAIRN.  (NOTE 12A)
 QD1559'
 QD1559'TO REACH REFERENCE MARK NO. 3 FROM THE STATION GO DOWN THE
 QD1559'MOUNTAIN ROAD FOR 0.6 MILE TO THE DIM ROAD LEFT, TURN SHARP
 QD1559'LEFT, AND GO WEST, AND SOUTH ON THE DIM TRACK ROAD, PASSING TO
 QD1559'THE RIGHT OF A CORRAL, FOR 0.45 MILE TO A SLIGHT SADDLE, AND THE
 QD1559'END OF TRUCK TRAVEL.  PACK SOUTHWEST FOR 300 FEET TO THE ROCKY
 QD1559'RIM OVERLOOKING WARM SPRINGS RIVER, AND THE MARK.
 QD1559'
 QD1559'REFERENCE MARK NO. 3, STAMPED EAGLE 1946 NO 3 1973, IS A
 QD1559'STANDARD DISK CEMENTED IN A 4 BY 6 FOOT BEDROCK THAT PROJECTS 2
 QD1559'FEET, 20 FEET EAST OF THE EDGE OF THE RIM, AND 2 FEET NORTH OF A
 QD1559'ROCK CAIRN.
 QD1559'
 QD1559'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QD1559'5 MILES NNE OF WARM SPRINGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1694 ***********************************************************************
 QD1694  DESIGNATION -  EAGLE
 QD1694  PID         -  QD1694
 QD1694  STATE/COUNTY-  OR/DESCHUTES
 QD1694  USGS QUAD   -  BEND (1981)
 QD1694
 QD1694                         *CURRENT SURVEY CONTROL
 QD1694  ___________________________________________________________________
 QD1694* NAD 83(1991)-  44 03 56.58263(N)    121 15 13.32913(W)     ADJUSTED  
 QD1694* NAVD 88     -      1096.0    (meters)    3596.     (feet)  VERTCON   
 QD1694  ___________________________________________________________________
 QD1694  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 QD1694  GEOID HEIGHT-         -20.93  (meters)                     GEOID03
 QD1694  HORZ ORDER  -  SECOND
 QD1694
 QD1694.The horizontal coordinates were established by classical geodetic methods
 QD1694.and adjusted by the National Geodetic Survey in October 1991.
 QD1694
 QD1694.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1694.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1694
 QD1694.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1694
 QD1694.The geoid height was determined by GEOID03.
 QD1694
 QD1694;                    North         East     Units Scale Factor Converg.
 QD1694;SPC OR S     -   266,777.521 1,439,614.921   MT  1.00001737   -0 30 56.3
 QD1694;SPC OR S     -   875,254.33  4,723,146.07   iFT  1.00001737   -0 30 56.3
 QD1694;UTM  10      - 4,880,654.473   639,853.957   MT  0.99984056   +1 12 53.0
 QD1694
 QD1694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1694!SPC OR S     -   0.99983146  x   1.00001737  =   0.99984883
 QD1694!UTM  10      -   0.99983146  x   0.99984056  =   0.99967205
 QD1694
 QD1694|---------------------------------------------------------------------|
 QD1694| PID    Reference Object                     Distance      Geod. Az  |
 QD1694|                                                           dddmmss.s |
 QD1694| QD1691 AE 100                              380.791 METERS 15241     |
 QD1694|---------------------------------------------------------------------|
 QD1694
 QD1694                          SUPERSEDED SURVEY CONTROL
 QD1694
 QD1694  NAD 83(1986)-  44 03 56.58881(N)    121 15 13.33254(W) AD(       ) 2
 QD1694  NAD 27      -  44 03 57.16737(N)    121 15 09.22438(W) AD(       ) 2
 QD1694  NGVD 29 (07/19/86) 1094.8    (m)         3592.     (f) VERT ANG    3  
 QD1694
 QD1694.Superseded values are not recommended for survey control.
 QD1694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1694.See file dsdata.txt to determine how the superseded data were derived.
 QD1694
 QD1694_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP3985480654(NAD 83)
 QD1694_MARKER: DD = SURVEY DISK
 QD1694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD1694_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QD1694_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 QD1694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD1694+STABILITY: SURFACE MOTION
 QD1694
 QD1694  HISTORY     - Date     Condition        Report By
 QD1694  HISTORY     - 1978     MONUMENTED       OR-017
 QD1694
 QD1694                          STATION DESCRIPTION
 QD1694
 QD1694'DESCRIBED BY DESCHUTES COUNTY OREGON 1978 (JAK)
 QD1694'THE STATION IS ABOUT 1.5 MILES NORTHEAST OF BEND, ON THE SHOULDER OF
 QD1694'NEFF ROAD, AT THE INTERSECTION WITH EAGLE ROAD.
 QD1694'
 QD1694'TO REACH THE STATION FROM THE COURTHOUSE IN BEND, GO EAST ON GREENWOOD
 QD1694'AVENUE, AND HIGHWAY 20 FOR 2.5 MILES TO THE JUNCTION WITH DENSER ROAD.
 QD1694'TURN LEFT AND GO NORTH ON DENSER ROAD FOR 0.7 MILES TO THE JUNCTION
 QD1694'WITH NEFF ROAD, TURN RIGHT AND GO EAST ON NEFF ROAD 0.5 MILES TO THE
 QD1694'JUNCTION WITH EAGLE ROAD AND THE STATION.
 QD1694'
 QD1694'STATION MARK IS A STANDARD DESCHUTES COUNTY DISK STAMPED ---EAGLE 1978
 QD1694'---.  THE DISK IS SET IN THE TOP OF AN 8-INCH CYLINDRICAL CONCRETE
 QD1694'MONUMENT WHICH PROJECTS TWO INCHES ABOVE THE GROUND.  IT IS 31.9 FEET
 QD1694'NORTHEAST OF A POWER POLE, 5.6 FEET SOUTH OF THE EDGE OF
 QD1694'PAVEMENT, 39.2 FEET SOUTHEAST OF A WOOD STOP SIGN POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB1310 ***********************************************************************
 RB1310  DESIGNATION -  EAGLE
 RB1310  PID         -  RB1310
 RB1310  STATE/COUNTY-  OR/UMATILLA
 RB1310  USGS QUAD   -  THORN HOLLOW (1964)
 RB1310
 RB1310                         *CURRENT SURVEY CONTROL
 RB1310  ___________________________________________________________________
 RB1310* NAD 83(1991)-  45 43 54.91041(N)    118 24 38.31988(W)     ADJUSTED  
 RB1310* NAVD 88     -       865.4    (meters)    2839.     (feet)  VERTCON   
 RB1310  ___________________________________________________________________
 RB1310  LAPLACE CORR-          11.68  (seconds)                    DEFLEC99
 RB1310  GEOID HEIGHT-         -19.83  (meters)                     GEOID03
 RB1310  HORZ ORDER  -  THIRD
 RB1310
 RB1310.The horizontal coordinates were established by classical geodetic methods
 RB1310.and adjusted by the National Geodetic Survey in October 1991.
 RB1310
 RB1310.The NAVD 88 height was computed by applying the VERTCON shift value to
 RB1310.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RB1310
 RB1310.The Laplace correction was computed from DEFLEC99 derived deflections.
 RB1310
 RB1310.The geoid height was determined by GEOID03.
 RB1310
 RB1310;                    North         East     Units Scale Factor Converg.
 RB1310;SPC OR N     -   231,601.486 2,662,600.810   MT  0.99994289   +1 28 54.3
 RB1310;SPC OR N     -   759,847.40  8,735,566.96   iFT  0.99994289   +1 28 54.3
 RB1310;UTM  11      - 5,065,230.222   390,244.497   MT  0.99974810   -1 00 36.9
 RB1310
 RB1310!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RB1310!SPC OR N     -   0.99986746  x   0.99994289  =   0.99981036
 RB1310!UTM  11      -   0.99986746  x   0.99974810  =   0.99961559
 RB1310
 RB1310|---------------------------------------------------------------------|
 RB1310| PID    Reference Object                     Distance      Geod. Az  |
 RB1310|                                                           dddmmss.s |
 RB1310| CF5213 EAGLE RM 1                            4.130 METERS 00313     |
 RB1310| CF5212 EAGLE AZ MK                                        0894809.2 |
 RB1310| CF5214 EAGLE RM 2                           12.564 METERS 18004     |
 RB1310|---------------------------------------------------------------------|
 RB1310
 RB1310                          SUPERSEDED SURVEY CONTROL
 RB1310
 RB1310  NAD 83(1986)-  45 43 54.91389(N)    118 24 38.31090(W) AD(       ) 3
 RB1310  NAD 27      -  45 43 55.44477(N)    118 24 34.43833(W) AD(       ) 3
 RB1310  NGVD 29 (07/19/86)  864.3    (m)         2836.     (f) VERT ANG    3  
 RB1310
 RB1310.Superseded values are not recommended for survey control.
 RB1310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1310.See file dsdata.txt to determine how the superseded data were derived.
 RB1310
 RB1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL9024465230(NAD 83)
 RB1310_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RB1310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB1310
 RB1310  HISTORY     - Date     Condition        Report By
 RB1310  HISTORY     - 1963     MONUMENTED       CGS
 RB1310
 RB1310                          STATION DESCRIPTION
 RB1310
 RB1310'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 RB1310'STATION IS ABOUT 13-1/2 MILES SOUTH OF MILTON-FREEWATER, 7 MILES
 RB1310'SOUTHEAST OF ATHENA AND ABOUT 4 MILES NORTHEAST OF THORN HOLLOW.
 RB1310'
 RB1310'TO REACH FROM THE POST OFFICE IN ATHENA, GO EAST ON MAIN STREET FOR
 RB1310'0.3 MILE TO A T-ROAD RIGHT AND SIGN THORN HOLLOW TURN RIGHT, SOUTH,
 RB1310'FOR 0.3 MILE TO JUNCTION OF STATE HIGHWAY 11.  CONTINUE STRAIGHT
 RB1310'AHEAD, SOUTH, ON GRAVEL ROAD FOR 3.55 MILES TO A FORK, TAKE THE
 RB1310'RIGHT FORK, SOUTH-SOUTHWEST, FOR 2.45 MILES TO A T-ROAD LEFT AND
 RB1310'SIGN WILDHORSE CREEK.  TURN LEFT, EAST, FOR 1.35 MILES TO THE
 RB1310'STATION ON THE LEFT ABOUT 300 FEET EAST AND 5 FEET LOWER THAN
 RB1310'THE CREST OF THE HILL.  TO REACH THE AZIMUTH MARK CONTINUE
 RB1310'AHEAD, EAST, FOR 0.6 MILE TO THE AZIMUTH MARK ON THE LEFT AT CREST
 RB1310'OF SECOND HILL EAST OF THE STATION.
 RB1310'
 RB1310'THE STATION IS A STANDARD DISK, STAMPED EAGLE 1963, SET IN TOP
 RB1310'OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT IS
 RB1310'24 FEET NORTH OF THE CENTERLINE OF A DIRT ROAD, 3.9 FEET NORTH
 RB1310'OF A METAL WITNESS POST AND ABOUT 3 FEET HIGHER THAN THE ROAD.
 RB1310'
 RB1310'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED EAGLE NO 1 1963,
 RB1310'SET IN TOP OF A 12 INCH SQUARE CONCRETE POST 6 INCHES BELOW THE
 RB1310'SURFACE OF THE GROUND.  IT IS 37.5 FEET NORTH OF THE CENTERLINE
 RB1310'OF THE ROAD, 17 FEET NORTH OF THE METAL WITNESS POST, AND ABOUT
 RB1310'1 FOOT LOWER THAN THE STATION.
 RB1310'
 RB1310'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED EAGLE NO 2 1963, SET
 RB1310'IN TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 1 INCH.  IT
 RB1310'IS 15.5 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND ABOUT 1
 RB1310'FOOT HIGHER THAN THE ROAD AND 2 FEET LOWER THAN THE STATION.
 RB1310'
 RB1310'AZIMUTH MARK IS A STANDARD DISK, STAMPED EAGLE 1963, SET IN TOP
 RB1310'OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.  IT IS
 RB1310'16 FEET NORTH OF THE CENTERLINE OF THE ROAD, 1.5 FEET NORTHWEST
 RB1310'OF A METAL WITNESS POST, AND 1 FOOT NORTH OF A FENCE AND ABOUT
 RB1310'2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2016 ***********************************************************************
 QE2016  DESIGNATION -  EAGLE
 QE2016  PID         -  QE2016
 QE2016  STATE/COUNTY-  OR/POLK
 QE2016  USGS QUAD   -  RICKREALL (1976)
 QE2016
 QE2016                         *CURRENT SURVEY CONTROL
 QE2016  ___________________________________________________________________
 QE2016* NAD 83(1991)-  44 59 50.39139(N)    123 09 15.42539(W)     ADJUSTED  
 QE2016* NAVD 88     -       302.9    (meters)     994.     (feet)  VERTCON   
 QE2016  ___________________________________________________________________
 QE2016  LAPLACE CORR-          -7.12  (seconds)                    DEFLEC99
 QE2016  GEOID HEIGHT-         -22.47  (meters)                     GEOID03
 QE2016  HORZ ORDER  -  FIRST
 QE2016
 QE2016.The horizontal coordinates were established by classical geodetic methods
 QE2016.and adjusted by the National Geodetic Survey in October 1991.
 QE2016
 QE2016.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE2016.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE2016
 QE2016.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2016
 QE2016.The geoid height was determined by GEOID03.
 QE2016
 QE2016;                    North         East     Units Scale Factor Converg.
 QE2016;SPC OR N     -   151,302.387 2,290,767.101   MT  0.99989904   -1 52 56.6
 QE2016;SPC OR N     -   496,398.91  7,515,640.10   iFT  0.99989904   -1 52 56.6
 QE2016;UTM  10      - 4,982,665.478   487,839.431   MT  0.99960182   -0 06 32.7
 QE2016
 QE2016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2016!SPC OR N     -   0.99995603  x   0.99989904  =   0.99985507
 QE2016!UTM  10      -   0.99995603  x   0.99960182  =   0.99955787
 QE2016
 QE2016|---------------------------------------------------------------------|
 QE2016| PID    Reference Object                     Distance      Geod. Az  |
 QE2016|                                                           dddmmss.s |
 QE2016| CE1451 EAGLE RM 1                           17.620 METERS 09257     |
 QE2016| QE1999 ZENA                                APPROX. 1.6 KM 1280031.3 |
 QE2016| QE2015 EAGLE CREST RAD STA KSLM MAST        30.916 METERS 17345     |
 QE2016| CE1452 EAGLE RM 2                           23.481 METERS 17600     |
 QE2016|---------------------------------------------------------------------|
 QE2016
 QE2016                          SUPERSEDED SURVEY CONTROL
 QE2016
 QE2016  NAD 83(1986)-  44 59 50.41617(N)    123 09 15.43984(W) AD(       ) 1
 QE2016  NAD 27      -  44 59 50.99028(N)    123 09 11.08039(W) AD(       ) 1
 QE2016  NGVD 29 (07/19/86)  301.9    (m)          990.     (f) VERT ANG    3  
 QE2016
 QE2016.Superseded values are not recommended for survey control.
 QE2016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2016.See file dsdata.txt to determine how the superseded data were derived.
 QE2016
 QE2016_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ8783982665(NAD 83)
 QE2016_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QE2016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE2016_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QE2016
 QE2016  HISTORY     - Date     Condition        Report By
 QE2016  HISTORY     - 1972     MONUMENTED       NGS
 QE2016
 QE2016                          STATION DESCRIPTION
 QE2016
 QE2016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LDF)
 QE2016'THE STATION IS LOCATED ABOUT 7 MILES NORTHWEST OF SALEM AND 6
 QE2016'MILES NORTHEAST OF RICKREALL ON WHAT IS KNOWN LOCALLY AS BALD
 QE2016'HILL.  IT IS IN THE NE 1/4 SEC. 3, T 7 S, R 4 W ON PROPERTY
 QE2016'OWNED BY KSLM TV AND RADIO AT 520 WEST HILLS WAY IN WEST
 QE2016'SALEM.  PERMISSION WAS GRANTED BY A MR. BRUCE KERR.  THE
 QE2016'SURROUNDING LAND IS OWNED BY MR. BRUCE PHILIPPI WHO HAS THE FORD
 QE2016'DEALERSHIP IN STAYTON.  PERMISSION AND THE KEY TO THE LOCKED
 QE2016'GATE WAS OBTAINED FROM HIM.
 QE2016'
 QE2016'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 22 AND
 QE2016'51, WHICH IS ABOUT 4 MILES WEST OF WEST SALEM, GO WEST ON STATE
 QE2016'HIGHWAY 22 FOR 0.3 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND
 QE2016'GO NORTH ON BRUNK ROAD FOR 2.4 MILES TO A SIDE ROAD RIGHT AT
 QE2016'THE SUMMIT OF A GRADE.  TURN RIGHT AND GO EASTERLY FOR 1.75 MILE
 QE2016'TO A T-ROAD.  TURN LEFT AND GO NORTH AND EAST FOR 0.4 MILE TO A
 QE2016'SIDE ROAD LEFT.  TURN LEFT AND GO NORTH FOR 1.2 MILE TO A SIDE
 QE2016'ROAD RIGHT.  CONTINUE NORTH FOR 0.25 MILE TO A FORK.  KEEP THE
 QE2016'RIGHT FORK FOR 0.05 MILE TO A FORK AND A LOCKED GATE AT THE
 QE2016'LEFT FORK.  (FOR THE KEY, SEE ABOVE) KEEP LEFT, PASSING
 QE2016'THROUGH THE GATE, AND GO WESTERLY ON A TRACK ROAD FOR 1.25
 QE2016'MILE TO A RADIO MAST AND THE STATION ON THE RIGHT.
 QE2016'
 QE2016'THE STATION MARK IS A STANDARD DISK STAMPED EAGLE 1972.  IT IS
 QE2016'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 QE2016'PROJECTS ABOUT 1 INCH.  IT IS 78.5 FEET NORTH OF THE NORTHWEST
 QE2016'CORNER OF A CONCRETE BLOCK BUILDING, 60.0 FEET WEST OF THE EAST
 QE2016'ONE OF TWO WITNESS POSTS, 5.8 FEET EAST-NORTHEAST OF THE WEST ONE
 QE2016'OF TWO WITNESS POSTS, AND 1 FOOT NORTH OF AN OLD FENCE LINE.
 QE2016'
 QE2016'REFERENCE MARK 1 IS A STANDARD DISK STAMPED EAGLE NO 1 1972.  IT
 QE2016'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 QE2016'WHICH PROJECTS ABOUT 6 INCHES.  IT IS ABOUT THE SAME ELEVATION AS
 QE2016'THE STATION AND IN THE FENCE LINE.  IT IS 84.5 FEET NORTHEAST OF
 QE2016'THE NORTHEAST CORNER OF THE BUILDING, 63.5 FEET EAST OF THE WEST
 QE2016'WITNESS POST AND 2.0 FEET WEST OF THE EAST WITNESS POST.
 QE2016'
 QE2016'REFERENCE MARK 2 IS A STANDARD DISK STAMPED EAGLE NO 2 1972.  IT
 QE2016'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 QE2016'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND AND IS ABOUT 2 FEET
 QE2016'LOWER THAN THE STATION.  IT IS 76.0 FEET SOUTH OF THE WEST WITNESS
 QE2016'POST AND 1.3 FEET NORTH OF THE NORTHWEST CORNER OF THE BUILDING.
 QE2016'
 QE2016'THE UNDERGROUND STATION MARK IS SET 42 INCHES BELOW THE GROUND
 QE2016'SURFACE.
 QE2016'
 QE2016'TRIANGULATION STATION ZENA 1945 WAS USED FOR THE AZIMUTH
 QE2016'MARK.  FOR THE TO REACH, SEE THE DESCRIPTION THEREOF.
 QE2016'
 QE2016'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2590 ***********************************************************************
 QE2590  DESIGNATION -  EAGLE
 QE2590  PID         -  QE2590
 QE2590  STATE/COUNTY-  OR/LANE
 QE2590  USGS QUAD   -  MERCER LAKE (1984)
 QE2590
 QE2590                         *CURRENT SURVEY CONTROL
 QE2590  ___________________________________________________________________
 QE2590* NAD 83(1991)-  44 05 30.59336(N)    124 05 35.37339(W)     ADJUSTED  
 QE2590* NAVD 88     -       333.     (meters)    1093.     (feet)  SCALED    
 QE2590  ___________________________________________________________________
 QE2590  LAPLACE CORR-          16.49  (seconds)                    DEFLEC99
 QE2590  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 QE2590  HORZ ORDER  -  THIRD
 QE2590
 QE2590.The horizontal coordinates were established by classical geodetic methods
 QE2590.and adjusted by the National Geodetic Survey in October 1991.
 QE2590
 QE2590.The orthometric height was scaled from a topographic map.
 QE2590
 QE2590.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2590
 QE2590.The geoid height was determined by GEOID03.
 QE2590
 QE2590;                    North         East     Units Scale Factor Converg.
 QE2590;SPC OR S     -   275,579.565 1,212,332.439   MT  1.00002464   -2 27 29.7
 QE2590;SPC OR S     -   904,132.43  3,977,468.63   iFT  1.00002464   -2 27 29.7
 QE2590;UTM  10      - 4,882,653.337   412,492.043   MT  0.99969418   -0 45 38.4
 QE2590
 QE2590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2590!SPC OR S     -   0.99995158  x   1.00002464  =   0.99997622
 QE2590!UTM  10      -   0.99995158  x   0.99969418  =   0.99964578
 QE2590
 QE2590:                Primary Azimuth Mark                     Grid Az
 QE2590:SPC OR S     -  GREEN                                    176 19 12.6
 QE2590:UTM  10      -  GREEN                                    174 37 21.3
 QE2590
 QE2590|---------------------------------------------------------------------|
 QE2590| PID    Reference Object                     Distance      Geod. Az  |
 QE2590|                                                           dddmmss.s |
 QE2590| QE2587 GREEN                               APPROX.10.1 KM 1735142.9 |
 QE2590| CE1450 EAGLE RM 2                           12.700 METERS 18604     |
 QE2590| CE1449 EAGLE RM 1                            9.450 METERS 27628     |
 QE2590|---------------------------------------------------------------------|
 QE2590
 QE2590                          SUPERSEDED SURVEY CONTROL
 QE2590
 QE2590  NAD 83(1986)-  44 05 30.60376(N)    124 05 35.43052(W) AD(       ) 3
 QE2590  NAD 27      -  44 05 31.15400(N)    124 05 31.01200(W) AD(       ) 3
 QE2590
 QE2590.Superseded values are not recommended for survey control.
 QE2590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2590.See file dsdata.txt to determine how the superseded data were derived.
 QE2590
 QE2590_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP1249282653(NAD 83)
 QE2590_MARKER: Z = SEE DESCRIPTION
 QE2590_SETTING: 0 = UNSPECIFIED SETTING
 QE2590
 QE2590  HISTORY     - Date     Condition        Report By
 QE2590  HISTORY     - 1927     MONUMENTED       CGS
 QE2590  HISTORY     - 1933     SEE DESCRIPTION  CGS
 QE2590  HISTORY     - 1956     SEE DESCRIPTION  USN
 QE2590
 QE2590                          STATION DESCRIPTION
 QE2590
 QE2590'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (GLB)
 QE2590'STATION IS ON A BARE GRASS AND FERN-COVERED HILL ABOUT 1-1/2 MILES
 QE2590'DIRECTLY N OF MARR LAKE, ON THE MOST PROMINENT HILL IN THIS
 QE2590'VICINITY.  THERE ARE SOME BIG SLIDES E OF THE STATION BUT ARE NOT
 QE2590'VISIBLE FROM IT.  THE HILL IS 1000 TO 1200 FEET HIGH.  THERE ARE
 QE2590'PATCHES OF TIMBER ON THE SIDES AND THREE MEDIUM SIZED FIR TREES
 QE2590'E OF THE STATION ON A SMALL HUMP A FEW METERS N OF A LARGE SNAG.
 QE2590'
 QE2590'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN
 QE2590'DRILL HOLES IN SMALL BOULDERS.  A SMALL CAIRN WAS BUILT OVER THE
 QE2590'CENTER OF THE STATION MARK.  STATION IS NEARLY E FROM BAKERS RANCH.
 QE2590
 QE2590                          STATION RECOVERY (1933)
 QE2590
 QE2590'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (LAM)
 QE2590'STATION RECOVERED IN GOOD CONDITION.  IT IS ABOUT 10 MILES N OF
 QE2590'FLORENCE AND 1 MILE E OF THE OREGON COAST HIGHWAY, ON A BARE
 QE2590'GRASS AND FERN-COVERED HILL KNOWN AS THE SLIDE, ELEVATION 1088
 QE2590'FEET.  IT IS ABOUT DUE E OF LILY LAKE, AND IT IS ABOUT THE MOST
 QE2590'PROMINENT HILL IN THE VICINITY, BEING A SOUTHWESTERN OFFSHOOT
 QE2590'OF CAPE MOUNTAIN.  THERE ARE SOME BIG SLIDES E OF THE STATION,
 QE2590'BUT ARE NOT VISIBLE FROM IT.  THERE ARE 3 MEDIUM-SIZED FIR
 QE2590'TREES E OF THE STATION ON A SMALL HUMP A FEW YARDS N OF A LARGE
 QE2590'SNAG.
 QE2590
 QE2590                          STATION RECOVERY (1956)
 QE2590
 QE2590'RECOVERY NOTE BY US NAVY 1956 (CDG)
 QE2590'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE
 QE2590'PRESENT DESCRIPTION IS INADEQUATE.
 QE2590'
 QE2590'TO BEST REACH THE STATION, FOLLOW THE CAPE MOUNTAIN-HERMAN PEAK
 QE2590'DIRT ROAD EASTWARD FROM THE INTERSECTION WITH U.S. ROUTE 101 FOR
 QE2590'APPROXIMATELY 3 MILES.  WHEN THE AREA KNOWN AS THE SLIDE IS
 QE2590'REACHED, AND WHICH IS PRESENTLY MARKED BY A SIGN 4-H CLUB DOUGLAS
 QE2590'FIR PLANTATION, TRAVEL BY FOOT WESTWARD THROUGH A FERN AND BRUSH
 QE2590'COVERED FIELD APPROXIMATELY 1/4 MILE TO THE NEAR CREST OF THE
 QE2590'HILL AND THE STATION.
 QE2590'
 QE2590'THERE IS NO TRAIL TO THE STATION MARK AND FERNS AND CHEST-HIGH,
 QE2590'VERY THICK BRUSH ABOUNDS IN THE ENTIRE FIELD.  SEVERAL MEDIUM
 QE2590'SIZE FIR AND SPRUCE TREES EXIST IN THE AREA BUT A LINE OF SIGHT
 QE2590'WAS CLEARED TO LESTER 2 AND THE AREA OF STATION WAVE.  THE BRUSH
 QE2590'IN THE VICINITY OF THE STATION MARK AND REFERENCE MARKS WAS
 QE2590'CLEARED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1557 ***********************************************************************
 QD1557  DESIGNATION -  EAGLE BUTTE LOT
 QD1557  PID         -  QD1557
 QD1557  STATE/COUNTY-  OR/WASCO
 QD1557  USGS QUAD   -  EAGLE BUTTE (1962)
 QD1557
 QD1557                         *CURRENT SURVEY CONTROL
 QD1557  ___________________________________________________________________
 QD1557* NAD 83(1991)-  44 50 23.37232(N)    121 14 05.33958(W)     ADJUSTED  
 QD1557* NAVD 88     -       969.     (meters)    3179.     (feet)  SCALED    
 QD1557  ___________________________________________________________________
 QD1557  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 QD1557  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 QD1557  HORZ ORDER  -  THIRD
 QD1557
 QD1557.The horizontal coordinates were established by classical geodetic methods
 QD1557.and adjusted by the National Geodetic Survey in October 1991.
 QD1557
 QD1557.The orthometric height was scaled from a topographic map.
 QD1557
 QD1557.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1557
 QD1557.The geoid height was determined by GEOID03.
 QD1557
 QD1557;                    North         East     Units Scale Factor Converg.
 QD1557;SPC OR N     -   130,627.304 2,441,906.817   MT  0.99991097   -0 31 16.0
 QD1557;SPC OR N     -   428,567.27  8,011,505.31   iFT  0.99991097   -0 31 16.0
 QD1557;UTM  10      - 4,966,672.899   639,510.690   MT  0.99983934   +1 14 41.6
 QD1557
 QD1557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1557!SPC OR N     -   0.99985146  x   0.99991097  =   0.99976245
 QD1557!UTM  10      -   0.99985146  x   0.99983934  =   0.99969083
 QD1557
 QD1557                          SUPERSEDED SURVEY CONTROL
 QD1557
 QD1557  NAD 83(1986)-  44 50 23.38255(N)    121 14 05.33749(W) AD(       ) 4
 QD1557  NAD 27      -  44 50 23.95600(N)    121 14 01.15000(W) AD(       ) 3
 QD1557
 QD1557.Superseded values are not recommended for survey control.
 QD1557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1557.See file dsdata.txt to determine how the superseded data were derived.
 QD1557
 QD1557_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ3951166673(NAD 83)
 QD1557
 QD1557  HISTORY     - Date     Condition        Report By
 QD1557  HISTORY     - 1946     MONUMENTED       CGS
 QD1557  HISTORY     - 1974     SEE DESCRIPTION  NGS
 QD1557
 QD1557                          STATION DESCRIPTION
 QD1557
 QD1557'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 QD1557'STATION IS LOCATED ABOUT 4.5 MILES NORTH BY EAST OF THE WARM
 QD1557'SPRINGS INDIAN RESERVATION ON THE HIGHEST POINT OF EAGLE BUTTE.
 QD1557'
 QD1557'IT IS A STANDARD STEEL LOOKOUT TOWER, ABOUT 100 FEET IN HEIGHT,
 QD1557'HAS A STAIRWAY IN THE CENTER THAT LEADS TO A GLASS ENCLOSED STEEL
 QD1557'CROWS NEST ON THE TOP AND EVERY OTHER SECTION OF THE STRUCTURE IS
 QD1557'PAINTED ORANGE.
 QD1557'
 QD1557'IT IS LOCATED BY DISTANCE AND DIRECTION FROM TRIANGULATION
 QD1557'STATION EAGLE.  THE POINT LOCATED IS THE CENTER OF THE BASE OF
 QD1557'THE STRUCTURE.
 QD1557
 QD1557                          STATION RECOVERY (1974)
 QD1557
 QD1557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 QD1557'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 QD1557'
 QD1557'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QD1557'5 MILES NORTH OF WARM SPRINGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2015 ***********************************************************************
 QE2015  DESIGNATION -  EAGLE CREST RAD STA KSLM MAST
 QE2015  PID         -  QE2015
 QE2015  STATE/COUNTY-  OR/POLK
 QE2015  USGS QUAD   -  RICKREALL (1976)
 QE2015
 QE2015                         *CURRENT SURVEY CONTROL
 QE2015  ___________________________________________________________________
 QE2015* NAD 83(1991)-  44 59 49.39585(N)    123 09 15.27183(W)     ADJUSTED  
 QE2015* NAVD 88     -              **(meters)            **(feet)            
 QE2015  ___________________________________________________________________
 QE2015  LAPLACE CORR-          -7.10  (seconds)                    DEFLEC99
 QE2015  GEOID HEIGHT-         -22.47  (meters)                     GEOID03
 QE2015  HORZ ORDER  -  THIRD
 QE2015
 QE2015.The horizontal coordinates were established by classical geodetic methods
 QE2015.and adjusted by the National Geodetic Survey in October 1991.
 QE2015
 QE2015
 QE2015.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2015
 QE2015.The geoid height was determined by GEOID03.
 QE2015
 QE2015;                    North         East     Units Scale Factor Converg.
 QE2015;SPC OR N     -   151,271.564 2,290,769.453   MT  0.99989905   -1 52 56.5
 QE2015;SPC OR N     -   496,297.78  7,515,647.81   iFT  0.99989905   -1 52 56.5
 QE2015;UTM  10      - 4,982,634.752   487,842.734   MT  0.99960182   -0 06 32.6
 QE2015
 QE2015                          SUPERSEDED SURVEY CONTROL
 QE2015
 QE2015  NAD 83(1986)-  44 59 49.42073(N)    123 09 15.28652(W) AD(       ) 4
 QE2015  NAD 27      -  44 59 49.99523(N)    123 09 10.92691(W) AD(       ) 3
 QE2015
 QE2015.Superseded values are not recommended for survey control.
 QE2015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2015.See file dsdata.txt to determine how the superseded data were derived.
 QE2015
 QE2015_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ8784382635(NAD 83)
 QE2015
 QE2015  HISTORY     - Date     Condition        Report By
 QE2015  HISTORY     - 1972     MONUMENTED       NGS
 QE2015
 QE2015                          STATION DESCRIPTION
 QE2015
 QE2015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LDF)
 QE2015'THE STATION IS LOCATED ABOUT 7 MILES NORTHWEST OF SALEM, 6 MILES
 QE2015'NORTHEAST OF RICKREAL AND 1 MILE NORTHWEST OF EAGLE CREST.  IT IS
 QE2015'A SKELETON STEEL STRUCTURE, GUYED, PAINTED IN ALTERNATE SECTIONS OF
 QE2015'RED AND WHITE AND HAS AN OVERALL HEIGHT OF ABOUT 200 FEET.
 QE2015'
 QE2015'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 22 AND
 QE2015'STATE HIGHWAY 51, ABOUT 4 MILES WEST OF SALEM, GO WEST ON STATE
 QE2015'HIGHWAY 22 FOR 0.3 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO
 QE2015'NORTH ON BRUNK ROAD FOR 2.35 MILES TO A SIDE ROAD RIGHT AT THE
 QE2015'SUMMIT OF GRADE, TURN RIGHT AND GO EASTERLY, UP HILL, FOR 1.8
 QE2015'MILES TO A T-ROAD.  TURN LEFT AND GO NORTH AND EAST FOR 0.4 MILE
 QE2015'TO A SIDE ROAD LEFT, TURN LEFT AND GO NORTH FOR 1.1 MILES TO A SIDE
 QE2015'ROAD RIGHT, CONTINUE AHEAD FOR 0.25 MILE TO A FORK, KEEP
 QE2015'RIGHT FORK, DOWN HILL, FOR 0.05 MILE TO A FORK AND GATE, TAKE
 QE2015'THE LEFT FORK, PASS THROUGH LOCKED GATE AND GO WESTERLY ON
 QE2015'FIELD ROAD FOR 1.25 MILES TO THE SUMMIT OF A LOW GRASSY HILL
 QE2015'AND THE STATION.  (THE KEY FOR THE GATE MAY BE OBTAINED FROM MR.
 QE2015'BRUCE PHILIPPI IN STAYTON.  MR. PHILIPPI RUNS THE FORD
 QE2015'DEALERSHIP IN STAYTON.  THE ENGINEER AT KSLM RADIO STATION, 520
 QE2015'WEST HILLS WAY IN WEST SALEM, PHONE 364-8433, CAN ALSO BE
 QE2015'CONTACTED FOR INFORMATION ON A KEY FOR THE LOCKED GATE.
 QE2015'
 QE2015'THE POINT INTERSECTED WAS THE RED LIGHT ATOP AND IN THE CENTER OF
 QE2015'THE MAST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0879 ***********************************************************************
 PC0879  DESIGNATION -  EAGLE REST
 PC0879  PID         -  PC0879
 PC0879  STATE/COUNTY-  OR/LANE
 PC0879  USGS QUAD   -  MOUNT JUNE (1986)
 PC0879
 PC0879                         *CURRENT SURVEY CONTROL
 PC0879  ___________________________________________________________________
 PC0879* NAD 83(1991)-  43 50 48.41223(N)    122 44 51.59991(W)     ADJUSTED  
 PC0879* NAVD 88     -       922.9    (meters)    3028.     (feet)  VERTCON   
 PC0879  ___________________________________________________________________
 PC0879  LAPLACE CORR-           5.27  (seconds)                    DEFLEC99
 PC0879  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 PC0879  HORZ ORDER  -  SECOND
 PC0879
 PC0879.The horizontal coordinates were established by classical geodetic methods
 PC0879.and adjusted by the National Geodetic Survey in October 1991.
 PC0879
 PC0879.The NAVD 88 height was computed by applying the VERTCON shift value to
 PC0879.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PC0879
 PC0879.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC0879
 PC0879.The geoid height was determined by GEOID03.
 PC0879
 PC0879;                    North         East     Units Scale Factor Converg.
 PC0879;SPC OR S     -   244,604.906 1,319,288.014   MT  0.99996467   -1 32 15.8
 PC0879;SPC OR S     -   802,509.53  4,328,372.75   iFT  0.99996467   -1 32 15.8
 PC0879;UTM  10      - 4,854,886.332   520,282.595   MT  0.99960506   +0 10 29.3
 PC0879
 PC0879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC0879!SPC OR S     -   0.99985890  x   0.99996467  =   0.99982357
 PC0879!UTM  10      -   0.99985890  x   0.99960506  =   0.99946402
 PC0879
 PC0879|---------------------------------------------------------------------|
 PC0879| PID    Reference Object                     Distance      Geod. Az  |
 PC0879|                                                           dddmmss.s |
 PC0879| CD8482 EAGLE REST RM 1                       3.285 METERS 02521     |
 PC0879| PC0880 DEER RANCH RESET                    APPROX.13.4 KM 0415655.7 |
 PC0879| PC0878 H 29                                  4.081 METERS 28936     |
 PC0879|---------------------------------------------------------------------|
 PC0879
 PC0879                          SUPERSEDED SURVEY CONTROL
 PC0879
 PC0879  NAD 83(1986)-  43 50 48.42439(N)    122 44 51.62056(W) AD(       ) 2
 PC0879  NAD 27      -  43 50 48.97490(N)    122 44 47.39340(W) AD(       ) 2
 PC0879  NGVD 29 (07/19/86)  921.8    (m)         3024.     (f) VERT ANG    3  
 PC0879
 PC0879.Superseded values are not recommended for survey control.
 PC0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0879.See file dsdata.txt to determine how the superseded data were derived.
 PC0879
 PC0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP2028354886(NAD 83)
 PC0879_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PC0879_SETTING: 80 = SET IN A BOULDER
 PC0879_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 PC0879
 PC0879  HISTORY     - Date     Condition        Report By
 PC0879  HISTORY     - 1953     MONUMENTED       CGS
 PC0879
 PC0879                          STATION DESCRIPTION
 PC0879
 PC0879'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 PC0879'THE STATION IS LOCATED 6 MILES SOUTHEAST OF DEXTER, AND 7 MILES
 PC0879'SOUTH OF LOWELL, ON A ROCKY PROMINENT POINT LOCALLY KNOWN AS
 PC0879'EAGLE REST.
 PC0879'
 PC0879'REACHED FROM THE CROSSROAD IN MERIDIAN, WHICH IS 0.5 MILE EAST
 PC0879'OF DEXTER ON OLD HIGHWAY 58, BY GOING SOUTH ON LOST CREEK ROAD
 PC0879'FOR 4.8 MILES TO A FORK, AND THE ZION CHURCH ON THE RIGHT, TAKE
 PC0879'LEFT FORK, AND GO 0.65 MILE TO A FORK, TAKE LEFT FORK, AND GO
 PC0879'0.5 MILE TO A FORK, TAKE RIGHT FORK, AND GO 1.65 MILES TO A FORK,
 PC0879'TAKE LEFT FORK, AND GO 0.8 MILE TO A FORK, TAKE RIGHT FORK, AND
 PC0879'GO 0.1 MILE TO A FORK, TAKE LEFT FORK, AND GO 1.8 MILES TO THE
 PC0879'END OF TRUCK TRAVEL, AND THE END OF THE EAGLE REST TRAIL,
 PC0879'WHICH IS ABOUT 200 FEET BEFORE REACHING ANOTHER FORK.  FROM
 PC0879'THE SIGN EAGLE REST TRAIL PACK WESTERLY FOLLOWING SIGNS TO
 PC0879'TOP OF HILL, AND STATION SITE.  PACK TIME 45 MINUTES.
 PC0879'
 PC0879'STATION MARK STAMPED EAGLE REST 1953 IS A STANDARD DISK SET IN A
 PC0879'DRILL HOLE IN A BOULDER THAT IS FLUSH.
 PC0879'
 PC0879'REFERENCE MARK NO. 1 STAMPED EAGLE REST NO 1 1953 IS A STANDARD
 PC0879'DISK SET IN A DRILL HOLE IN A BOULDER THAT IS FLUSH.
 PC0879'
 PC0879'USGS BENCH MARK H-29 STAMPED SAME IS A STANDARD USGS MARK SET IN
 PC0879'A DRILL HOLE IN A BOULDER THAT PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2408 ***********************************************************************
 RD2408  DESIGNATION -  EAGLE=OLD BALDY CAIRN
 RD2408  PID         -  RD2408
 RD2408  STATE/COUNTY-  OR/CLACKAMAS
 RD2408  USGS QUAD   -  WILDCAT MTN (1985)
 RD2408
 RD2408                         *CURRENT SURVEY CONTROL
 RD2408  ___________________________________________________________________
 RD2408* NAD 83(1991)-  45 16 23.69956(N)    122 04 57.24161(W)     ADJUSTED  
 RD2408* NAVD 88     -              **(meters)            **(feet)            
 RD2408  ___________________________________________________________________
 RD2408  LAPLACE CORR-          11.82  (seconds)                    DEFLEC99
 RD2408  GEOID HEIGHT-         -21.79  (meters)                     GEOID03
 RD2408  HORZ ORDER  -  THIRD
 RD2408
 RD2408.The horizontal coordinates were established by classical geodetic methods
 RD2408.and adjusted by the National Geodetic Survey in October 1991.
 RD2408
 RD2408
 RD2408.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2408
 RD2408.The geoid height was determined by GEOID03.
 RD2408
 RD2408;                    North         East     Units Scale Factor Converg.
 RD2408;SPC OR N     -   179,742.066 2,375,834.937   MT  0.99989624   -1 07 20.4
 RD2408;SPC OR N     -   589,704.94  7,794,734.05   iFT  0.99989624   -1 07 20.4
 RD2408;UTM  10      - 5,013,715.079   571,963.208   MT  0.99966367   +0 39 06.6
 RD2408
 RD2408                          SUPERSEDED SURVEY CONTROL
 RD2408
 RD2408  NAD 83(1986)-  45 16 23.71408(N)    122 04 57.25479(W) AD(       ) 4
 RD2408  NAD 27      -  45 16 24.28000(N)    122 04 52.95000(W) AD(       ) 3
 RD2408
 RD2408.Superseded values are not recommended for survey control.
 RD2408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2408.See file dsdata.txt to determine how the superseded data were derived.
 RD2408
 RD2408_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER7196313715(NAD 83)
 RD2408
 RD2408  HISTORY     - Date     Condition        Report By
 RD2408  HISTORY     - 1903     MONUMENTED       CGS
 RD2408  HISTORY     - 1941     SEE DESCRIPTION  USE
 RD2408
 RD2408                          STATION DESCRIPTION
 RD2408
 RD2408'DESCRIBED BY US ENGINEERS 1941
 RD2408'ON SUMMIT OF MOUNTAIN KNOWN AS OLD BALDY, ELEVATION 4,234 FEET,
 RD2408'ABOUT 12 MILES E OF ESTACADA (AIRLINE).  OLD BALDY FORMS NW POINT
 RD2408'OF HUCKLEBERRY MOUNTAIN.
 RD2408'
 RD2408'FROM ESTACADA GO GENERALLY E ON SQUAW MOUNTAIN ON SIGNED ROAD
 RD2408'ABOUT 10 MILES TO FANTON GUARD STATION, WHICH IS CLOSE TO
 RD2408'SAWMILL.  FROM GUARD STATION PROCEED E, BEARING LEFT (BUT NOT ONTO
 RD2408'PRIVATE ROADS) ABOUT 2.5 MILES TO SOUTH FORK EAGLE CREEK.  LEAVE
 RD2408'CAR AND FOLLOW 4-MILE SIGN TRAIL TO OLD BALDY.
 RD2408'
 RD2408'CAIRN IN GOOD CONDITION.  STATION MARK NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0502 ***********************************************************************
 QE0502  DESIGNATION -  EAM
 QE0502  PID         -  QE0502
 QE0502  STATE/COUNTY-  OR/POLK
 QE0502  USGS QUAD   -  DALLAS (1986)
 QE0502
 QE0502                         *CURRENT SURVEY CONTROL
 QE0502  ___________________________________________________________________
 QE0502* NAD 83(1986)-  44 55 41.     (N)    123 17 04.     (W)     SCALED    
 QE0502* NAVD 88     -        92.901  (meters)     304.79   (feet)  ADJUSTED  
 QE0502  ___________________________________________________________________
 QE0502  GEOID HEIGHT-         -22.15  (meters)                     GEOID03
 QE0502  DYNAMIC HT  -          92.900 (meters)     304.79  (feet)  COMP
 QE0502  MODELED GRAV-     980,602.4   (mgal)                       NAVD 88
 QE0502
 QE0502  VERT ORDER  -  FIRST     CLASS II
 QE0502
 QE0502.The horizontal coordinates were scaled from a topographic map and have
 QE0502.an estimated accuracy of +/- 6 seconds.
 QE0502
 QE0502.The orthometric height was determined by differential leveling
 QE0502.and adjusted in June 1991.
 QE0502
 QE0502.The geoid height was determined by GEOID03.
 QE0502
 QE0502.The dynamic height is computed by dividing the NAVD 88
 QE0502.geopotential number by the normal gravity value computed on the
 QE0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0502.degrees latitude (g = 980.6199 gals.).
 QE0502
 QE0502.The modeled gravity was interpolated from observed gravity values.
 QE0502
 QE0502;                    North         East    Units  Estimated Accuracy
 QE0502;SPC OR N     -   143,950.    2,280,250.      MT  (+/- 180 meters Scaled)
 QE0502
 QE0502                          SUPERSEDED SURVEY CONTROL
 QE0502
 QE0502  NGVD 29 (??/??/92)   91.869  (m)          301.41   (f) ADJ UNCH    1 2
 QE0502
 QE0502.Superseded values are not recommended for survey control.
 QE0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0502.See file dsdata.txt to determine how the superseded data were derived.
 QE0502
 QE0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ775749(NAD 83)
 QE0502_MARKER: DD = SURVEY DISK
 QE0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0502_STAMPING: EAM SOT 301 1936
 QE0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0502+STABILITY: SURFACE MOTION
 QE0502
 QE0502  HISTORY     - Date     Condition        Report By
 QE0502  HISTORY     - 1936     MONUMENTED       USE
 QE0502  HISTORY     - 1941     GOOD             NGS
 QE0502  HISTORY     - 1973     GOOD             NGS
 QE0502
 QE0502                          STATION DESCRIPTION
 QE0502
 QE0502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QE0502'2.8 MI W FROM RICKREALL.
 QE0502'MARK IS LOCATED ALONG SALEM-DALLAS HIGHWAY AT CURVE OPPOSITE ORCHARD,
 QE0502'85 FEET NORTHWEST OF BARN, 58 FEET NORTHEAST OF FARMHOUSE, 37 FEET
 QE0502'WEST OF DRIVE TO BARN, 29 FEET SOUTH OF HIGHWAY.  U.S.B.M. WITNESS
 QE0502'POST IS SET NEAR THE MARK. NOTE-- THE WOODEN WITNESS POST NO LONGER
 QE0502'EXISTS.
 QE0502
 QE0502                          STATION RECOVERY (1973)
 QE0502
 QE0502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 QE0502'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0948 ***********************************************************************
 PC0948  DESIGNATION -  EARL
 PC0948  PID         -  PC0948
 PC0948  STATE/COUNTY-  OR/LANE
 PC0948  USGS QUAD   -  FOX HOLLOW (1984)
 PC0948
 PC0948                         *CURRENT SURVEY CONTROL
 PC0948  ___________________________________________________________________
 PC0948* NAD 83(1991)-  43 54 50.44483(N)    123 13 17.44281(W)     ADJUSTED  
 PC0948* NAVD 88     -       394.7    (meters)    1295.     (feet)  VERTCON   
 PC0948  ___________________________________________________________________
 PC0948  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 PC0948  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 PC0948  HORZ ORDER  -  SECOND
 PC0948
 PC0948.The horizontal coordinates were established by classical geodetic methods
 PC0948.and adjusted by the National Geodetic Survey in October 1991.
 PC0948
 PC0948.The NAVD 88 height was computed by applying the VERTCON shift value to
 PC0948.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PC0948
 PC0948.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC0948
 PC0948.The geoid height was determined by GEOID03.
 PC0948
 PC0948;                    North         East     Units Scale Factor Converg.
 PC0948;SPC OR S     -   253,201.028 1,281,445.888   MT  0.99997928   -1 51 42.9
 PC0948;SPC OR S     -   830,712.03  4,204,218.79   iFT  0.99997928   -1 51 42.9
 PC0948;UTM  10      - 4,862,346.310   482,214.851   MT  0.99960389   -0 09 13.1
 PC0948
 PC0948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC0948!SPC OR S     -   0.99994172  x   0.99997928  =   0.99992100
 PC0948!UTM  10      -   0.99994172  x   0.99960389  =   0.99954563
 PC0948
 PC0948:                Primary Azimuth Mark                     Grid Az
 PC0948:SPC OR S     -  SPENCER                                  054 36 22.9
 PC0948:UTM  10      -  SPENCER                                  052 53 53.1
 PC0948
 PC0948|---------------------------------------------------------------------|
 PC0948| PID    Reference Object                     Distance      Geod. Az  |
 PC0948|                                                           dddmmss.s |
 PC0948| PC0920 SPENCER                             APPROX.12.7 KM 0524440.0 |
 PC0948| CD8483 EARL RM 1                            31.184 METERS 13417     |
 PC0948| CD8484 EARL RM 2                             9.872 METERS 22920     |
 PC0948|---------------------------------------------------------------------|
 PC0948
 PC0948                          SUPERSEDED SURVEY CONTROL
 PC0948
 PC0948  NAD 83(1986)-  43 54 50.45827(N)    123 13 17.46912(W) AD(       ) 2
 PC0948  NAD 27      -  43 54 51.01605(N)    123 13 13.14607(W) AD(       ) 2
 PC0948  NGVD 29 (07/19/86)  393.6    (m)         1291.     (f) VERT ANG    3  
 PC0948
 PC0948.Superseded values are not recommended for survey control.
 PC0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0948.See file dsdata.txt to determine how the superseded data were derived.
 PC0948
 PC0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP8221562346(NAD 83)
 PC0948_MARKER: DD = SURVEY DISK
 PC0948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0948_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PC0948
 PC0948  HISTORY     - Date     Condition        Report By
 PC0948  HISTORY     - 1970     MONUMENTED       OR-039
 PC0948
 PC0948                          STATION DESCRIPTION
 PC0948
 PC0948'DESCRIBED BY LANE COUNTY OREGON 1970 (FLI)
 PC0948'THE STATION IS LOCATED ABOUT 11-1/4 MILES SOUTHEAST OF VENETA,
 PC0948'5-1/2 MILES NORTH OF LORANE AND ON A GRASSY RIDGE THAT IS COVERED
 PC0948'WITH STUMPS AND SNAGS.
 PC0948'
 PC0948'TO REACH THE STATION FROM THE POST OFFICE IN LORANE, GO NORTHERLY
 PC0948'TOWARDS CROW AND EUGENE FOR 4.8 MILES TO A SIDE ROAD RIGHT.  TURN
 PC0948'RIGHT AND GO EAST AND NORTH ON MARLOW ROAD FOR 1.5 MILES TO THE END
 PC0948'OF THE ROAD AT A SET OF BUILDINGS AND THE END OF TRUCK TRAVEL.
 PC0948'PACK NORTH, ACROSS A PASTURE, THENCE UP THE SOUTH SLOPE OF A RIDGE
 PC0948'TO THE HIGHEST POINT AND THE STATION.  A 20 MINUTE PACK.
 PC0948'
 PC0948'THE STATION MARK, STAMPED EARL 1969, IS A LANE COUNTY DISK SET IN THE
 PC0948'TOP OF A CYLINDRICAL, CONCRETE POST THAT IS 8 INCHES IN DIAMETER AND
 PC0948'PROJECTS 1 FOOT.  IT IS 2.7 FEET SOUTH OF A WITNESS POST.
 PC0948'
 PC0948'REFERENCE MARK NO. 1, STAMPED EARL RM NO 1 1969, IS A LANE COUNTY
 PC0948'DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS 6 INCHES
 PC0948'IN DIAMETER AND PROJECTS 1-1/2 FEET.  IT IS 32.4 FEET SOUTH OF THE
 PC0948'WITNESS POST.
 PC0948'
 PC0948'REFERENCE MARK NO. 2, STAMPED EARL RM NO 2 1969, IS A LANE COUNTY
 PC0948'DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS 6 INCHES
 PC0948'IN DIAMETER AND PROJECTS 6 INCHES.  IT IS 102.3 FEET WEST OF THE
 PC0948'WITNESS POST.
 PC0948'
 PC0948'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1496 ***********************************************************************
 OA1496  DESIGNATION -  EAST
 OA1496  PID         -  OA1496
 OA1496  STATE/COUNTY-  OR/COOS
 OA1496  USGS QUAD   -  EMPIRE (1970)
 OA1496
 OA1496                         *CURRENT SURVEY CONTROL
 OA1496  ___________________________________________________________________
 OA1496* NAD 83(1991)-  43 27 47.32758(N)    124 15 44.54863(W)     ADJUSTED  
 OA1496* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 OA1496  ___________________________________________________________________
 OA1496  LAPLACE CORR-          17.49  (seconds)                    DEFLEC99
 OA1496  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 OA1496  HORZ ORDER  -  THIRD
 OA1496
 OA1496.The horizontal coordinates were established by classical geodetic methods
 OA1496.and adjusted by the National Geodetic Survey in October 1991.
 OA1496
 OA1496.The orthometric height was scaled from a topographic map.
 OA1496
 OA1496.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1496
 OA1496.The geoid height was determined by GEOID03.
 OA1496
 OA1496;                    North         East     Units Scale Factor Converg.
 OA1496;SPC OR S     -   206,396.163 1,195,657.096   MT  0.99990780   -2 34 26.5
 OA1496;SPC OR S     -   677,152.77  3,922,759.50   iFT  0.99990780   -2 34 26.5
 OA1496;UTM  10      - 4,813,022.437   397,881.662   MT  0.99972827   -0 52 06.4
 OA1496
 OA1496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1496!SPC OR S     -   1.00000295  x   0.99990780  =   0.99991075
 OA1496!UTM  10      -   1.00000295  x   0.99972827  =   0.99973122
 OA1496
 OA1496|---------------------------------------------------------------------|
 OA1496| PID    Reference Object                     Distance      Geod. Az  |
 OA1496|                                                           dddmmss.s |
 OA1496| CE1454 EAST RM S                            14.305 METERS 01905     |
 OA1496| CE1455 EAST RM SW                           21.510 METERS 06335     |
 OA1496| OA1543 BLOW                                APPROX. 1.1 KM 2150433.9 |
 OA1496|---------------------------------------------------------------------|
 OA1496
 OA1496                          SUPERSEDED SURVEY CONTROL
 OA1496
 OA1496  NAD 83(1986)-  43 27 47.32768(N)    124 15 44.59522(W) AD(       ) 3
 OA1496  NAD 27      -  43 27 47.88500(N)    124 15 40.18900(W) AD(       ) 3
 OA1496
 OA1496.Superseded values are not recommended for survey control.
 OA1496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1496.See file dsdata.txt to determine how the superseded data were derived.
 OA1496
 OA1496_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCP9788213022(NAD 83)
 OA1496_MARKER: Z = SEE DESCRIPTION
 OA1496_SETTING: 0 = UNSPECIFIED SETTING
 OA1496
 OA1496  HISTORY     - Date     Condition        Report By
 OA1496  HISTORY     - 1928     MONUMENTED       CGS
 OA1496  HISTORY     - 1971     SEE DESCRIPTION  NGS
 OA1496
 OA1496                          STATION DESCRIPTION
 OA1496
 OA1496'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (GLB)
 OA1496'STATION IS LOCATED ABOUT 8 MILES N OF THE COOS BAY ENTRANCE, 1/4
 OA1496'MILE IN FROM THE BEACH, AND DIRECTLY INSHORE FROM STATION WEST.  THE
 OA1496'STATION IS ON TOP OF A SAND DUNE WHICH IS COVERED WITH WILLOWS
 OA1496'ABOUT 4 FEET HIGH.  STATION IS ABOUT 50 METERS W OF THE EASTERN
 OA1496'EDGE OF THE SAND LINE, WHICH TERMINATES IN A MARSH.
 OA1496'
 OA1496'SURFACE MARK IS A STANDARD BRONZE DISK SET IN CONCRETE AT THE
 OA1496'CENTER OF THE TOP OF A TILE.
 OA1496'
 OA1496'UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 OA1496'AT THE CENTER OF THE TOP OF A SQUARE BLOCK OR POST OF CONCRETE.
 OA1496'
 OA1496'REFERENCE MARK (S) IS ON THE SAME DUNE AS THE STATION.  REFERENCE
 OA1496'MARK (SW) IS ON A SMALL WILLOW-COVERED DUNE SW OF THE STATION.
 OA1496
 OA1496                          STATION RECOVERY (1971)
 OA1496
 OA1496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 OA1496'THE STATION WAS SEARCHED FOR BUT NOT RECOVERED.  THE STATION IS
 OA1496'NOT BELIEVED TO BE DESTROYED, BUT BURIED DEEP IN THE SHIFTING
 OA1496'SAND.
 OA1496'
 OA1496'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OA1496'3 MILES NORTH OF NORTH BEND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0916 ***********************************************************************
 RA0916  DESIGNATION -  EAST BASE
 RA0916  PID         -  RA0916
 RA0916  STATE/COUNTY-  OR/UNION
 RA0916  USGS QUAD   -  ELGIN (1995)
 RA0916
 RA0916                         *CURRENT SURVEY CONTROL
 RA0916  ___________________________________________________________________
 RA0916* NAD 83(1991)-  45 33 53.30796(N)    117 54 46.95719(W)     ADJUSTED  
 RA0916* NAVD 88     -       809.709  (meters)    2656.52   (feet)  ADJUSTED  
 RA0916  ___________________________________________________________________
 RA0916  LAPLACE CORR-           6.54  (seconds)                    DEFLEC99
 RA0916  GEOID HEIGHT-         -18.03  (meters)                     GEOID03
 RA0916  DYNAMIC HT  -         809.545 (meters)    2655.98  (feet)  COMP
 RA0916  MODELED GRAV-     980,387.1   (mgal)                       NAVD 88
 RA0916
 RA0916  HORZ ORDER  -  SECOND
 RA0916  VERT ORDER  -  SECOND    CLASS 0
 RA0916
 RA0916.The horizontal coordinates were established by classical geodetic methods
 RA0916.and adjusted by the National Geodetic Survey in October 1991.
 RA0916
 RA0916.The orthometric height was determined by differential leveling
 RA0916.and adjusted in June 1991.
 RA0916.WARNING-Repeat measurements at this control monument indicate possible
 RA0916.vertical movement.
 RA0916
 RA0916.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA0916
 RA0916.The geoid height was determined by GEOID03.
 RA0916
 RA0916.The dynamic height is computed by dividing the NAVD 88
 RA0916.geopotential number by the normal gravity value computed on the
 RA0916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0916.degrees latitude (g = 980.6199 gals.).
 RA0916
 RA0916.The modeled gravity was interpolated from observed gravity values.
 RA0916
 RA0916;                    North         East     Units Scale Factor Converg.
 RA0916;SPC OR N     -   214,159.459 2,701,908.432   MT  0.99991845   +1 50 04.7
 RA0916;SPC OR N     -   702,622.90  8,864,528.98   iFT  0.99991845   +1 50 04.7
 RA0916;UTM  11      - 5,046,101.891   428,748.756   MT  0.99966242   -0 39 07.1
 RA0916
 RA0916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA0916!SPC OR N     -   0.99987590  x   0.99991845  =   0.99979436
 RA0916!UTM  11      -   0.99987590  x   0.99966242  =   0.99953836
 RA0916
 RA0916|---------------------------------------------------------------------|
 RA0916| PID    Reference Object                     Distance      Geod. Az  |
 RA0916|                                                           dddmmss.s |
 RA0916| CF5215 EAST BASE RM 1                       23.486 METERS 25448     |
 RA0916| RA0865 WEST ELGIN                                         2701629.7 |
 RA0916| CF5216 EAST BASE RM 2                       20.185 METERS 29233     |
 RA0916|---------------------------------------------------------------------|
 RA0916
 RA0916                          SUPERSEDED SURVEY CONTROL
 RA0916
 RA0916  NAD 83(1986)-  45 33 53.31015(N)    117 54 46.94509(W) AD(       ) 2
 RA0916  NAD 27      -  45 33 53.79814(N)    117 54 43.17955(W) AD(       ) 2
 RA0916  NGVD 29 (??/??/??)  808.60   (m)         2652.9    (f) RESET       3  
 RA0916
 RA0916.Superseded values are not recommended for survey control.
 RA0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0916.See file dsdata.txt to determine how the superseded data were derived.
 RA0916
 RA0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML2874946102(NAD 83)
 RA0916_MARKER: DD = SURVEY DISK
 RA0916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RA0916_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RA0916_STAMPING: EAST BASE 2653.4 1937
 RA0916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0916+STABILITY: SURFACE MOTION
 RA0916
 RA0916  HISTORY     - Date     Condition        Report By
 RA0916  HISTORY     - 1946     MONUMENTED       ORDT
 RA0916  HISTORY     - 1952     GOOD             NGS
 RA0916  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RA0916  HISTORY     - 20020320 MARK NOT FOUND   BOR
 RA0916
 RA0916                          STATION DESCRIPTION
 RA0916
 RA0916'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1946 (JTJ)
 RA0916'THE STATION IS LOCATED IN EAST SECTION OF CITY OF ELGIN, ABOUT
 RA0916'1097 FT. EAST OF NORTH-SOUTH SECTION OF STATE HIGHWAY NO. 82 AND
 RA0916'ONE BLOCK SOUTH OF EAST-WEST SECTION OF STATE HIGHWAY NO. 82 AS
 RA0916'IT PASSES THROUGH ELGIN.  AT THE FOOT OR EXTREME EAST END OF B
 RA0916'STREET WHICH WAS FORMERLY MAIN ST., WHERE IT INTERSECTS A SHORT
 RA0916'CROSS STREET, AND ABOUT ON THE CENTERLINE OF B STREET.
 RA0916'
 RA0916'THE STATION MARK IS AN OREGON STATE HIGHWAY BENCH MARK STAMPED
 RA0916'EAST BASE 2653.4 1937, SET IN A CONCRETE POST FLUSH WITH THE
 RA0916'SURFACE.  IT IS 18 FT. WEST OF WIRE FENCE IN FRONT OF LARGE HOUSE,
 RA0916'22 FEET NE OF INTERSECTION OF THE STREETS AND 25 FEET NW OF NW
 RA0916'CORNER OF A ONE CAR GARAGE.
 RA0916'
 RA0916'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN THE
 RA0916'SIDEWALK ON THE S SIDE OF THE STREET, 0.65 FEET W OF E END OF
 RA0916'WALK, 0.50 FEET S OF N EDGE OF SAME AND 2 FEET S OF A POWER
 RA0916'POLE.  THE DISK IS STAMPED EAST BASE OSHD NO 1 1946.
 RA0916'
 RA0916'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN THE
 RA0916'SIDEWALK ON THE N SIDE OF THE STREET, 29.45 FEET W OF THE E END
 RA0916'OF SIDEWALK, 0.5 FEET N OF S EDGE OF SAME, AND 2 FEET N OF A
 RA0916'TELEPHONE POLE.  THE DISK IS STAMPED EAST BASE OSHD NO 2 1946.
 RA0916'
 RA0916'THE STATION WEST ELGIN (OSHD) SERVED AS THE AZIMUTH MARK FOR
 RA0916'THIS STATION.  IT IS AN OREGON STATE HIGHWAY BENCH MARK STAMPED
 RA0916'WEST ELGIN 2703.1 1937 SET IN A MASS OF CONCRETE AT THE N EDGE
 RA0916'OF OUTER DRIVE OF A GASOLINE FILLING STATION, 25 FEET S OF
 RA0916'CENTERLINE OF HIGHWAY, 15.3 FEET N OF E END OF PUMP ISLAND, AND
 RA0916'FLUSH WITH THE SURFACE OF DRIVEWAY.
 RA0916'
 RA0916'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE HIGHWAY 82
 RA0916'AND THE WESTON-ELGIN HIGHWAY IN ELGIN, GO WEST 0.5 MILE TO
 RA0916'GASOLINE STATION AND MARK ON LEFT.
 RA0916'
 RA0916'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 82 AND
 RA0916'THE WESTON-ELGIN HIGHWAY IN ELGIN, GO EAST ON B STREET FOR 0.2
 RA0916'MILE TO END OF STREET AND STATION SITE.
 RA0916
 RA0916                          STATION RECOVERY (1952)
 RA0916
 RA0916'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 RA0916'IN ELGIN.
 RA0916'AT ELGIN, AT THE EAST END OF C STREET, 77 FEET NORTHEAST OF BENCH MARK
 RA0916'EAST BASE R.M. NO. 1, 76.4 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 RA0916'THE SIDEWALK ON THE SOUTH SIDE OF THE STREET, 40.3 FEET SOUTHEAST OF
 RA0916'THE SOUTHEAST CORNER OF THEE SIDEWALK ON THE NORTH SIDE OF THE STREET,
 RA0916'24.8 FEET NORTHWEST OF THE NORTHWEST CORNER OF A SMALL FRAME HOUSE, 19
 RA0916'FEET EAST OF THE CENTER OF THE JUNCTION OF A NORTH-SOUTH GRAVEL
 RA0916'STREET, 17.9 FEET WEST OF THE CENTER OF THE ENTRANCE TO A GARAGE, AND
 RA0916'SET IN THE TOP OF A CONCRETE POST 0.3 FOOT BELOW THE SURFACE OF THE
 RA0916'GROUND.
 RA0916
 RA0916                          STATION RECOVERY (1988)
 RA0916
 RA0916'RECOVERY NOTE BY US POWER SQUADRON 1988 (RCC)
 RA0916'MARK NOT FOUND.
 RA0916
 RA0916                          STATION RECOVERY (2002)
 RA0916
 RA0916'RECOVERY NOTE BY US BUREAU OF RECLAMATION 2002 (TAC)
 RA0916'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1115 ***********************************************************************
 QE1115  DESIGNATION -  EAST BASE
 QE1115  PID         -  QE1115
 QE1115  STATE/COUNTY-  OR/LINCOLN
 QE1115  USGS QUAD   -  NEWPORT SOUTH (1984)
 QE1115
 QE1115                         *CURRENT SURVEY CONTROL
 QE1115  ___________________________________________________________________
 QE1115* NAD 83(1986)-  44 37 12.     (N)    124 03 12.     (W)     SCALED    
 QE1115* NAVD 88     -        24.652  (meters)      80.88   (feet)  ADJUSTED  
 QE1115  ___________________________________________________________________
 QE1115  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 QE1115  DYNAMIC HT  -          24.651 (meters)      80.88  (feet)  COMP
 QE1115  MODELED GRAV-     980,594.5   (mgal)                       NAVD 88
 QE1115
 QE1115  VERT ORDER  -  FIRST     CLASS II
 QE1115
 QE1115.The horizontal coordinates were scaled from a topographic map and have
 QE1115.an estimated accuracy of +/- 6 seconds.
 QE1115
 QE1115.The orthometric height was determined by differential leveling
 QE1115.and adjusted in June 1991.
 QE1115.WARNING-Repeat measurements at this control monument indicate possible
 QE1115.vertical movement.
 QE1115
 QE1115.The geoid height was determined by GEOID03.
 QE1115
 QE1115.The dynamic height is computed by dividing the NAVD 88
 QE1115.geopotential number by the normal gravity value computed on the
 QE1115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1115.degrees latitude (g = 980.6199 gals.).
 QE1115
 QE1115.The modeled gravity was interpolated from observed gravity values.
 QE1115
 QE1115;                    North         East    Units  Estimated Accuracy
 QE1115;SPC OR N     -   112,140.    2,218,090.      MT  (+/- 180 meters Scaled)
 QE1115
 QE1115                          SUPERSEDED SURVEY CONTROL
 QE1115
 QE1115  NGVD 29 (??/??/92)   23.661  (m)           77.63   (f) ADJ UNCH    1 2
 QE1115
 QE1115.Superseded values are not recommended for survey control.
 QE1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1115.See file dsdata.txt to determine how the superseded data were derived.
 QE1115
 QE1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ164412(NAD 83)
 QE1115_MARKER: DB = BENCH MARK DISK
 QE1115_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QE1115_SP_SET: BRIDGE DECK
 QE1115_STAMPING: EAST BASE 1936
 QE1115_MARK LOGO: ORHD  
 QE1115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE1115+STABILITY: SURFACE MOTION
 QE1115
 QE1115  HISTORY     - Date     Condition        Report By
 QE1115  HISTORY     - 1936     MONUMENTED       ORDT
 QE1115  HISTORY     - 1937     GOOD             NGS
 QE1115  HISTORY     - 1988     GOOD             NGS
 QE1115  HISTORY     - 1990     GOOD             USPSQD
 QE1115  HISTORY     - 20051211 MARK NOT FOUND   USPSQD
 QE1115
 QE1115                          STATION DESCRIPTION
 QE1115
 QE1115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 QE1115'1.1 MI S FROM NEWPORT.
 QE1115'ABOUT 1.1 MILES SOUTH ALONG OREGON COAST HIGHWAY FROM NEWPORT CITY
 QE1115'HALL, 600 FEET NORTH OF SOUTH END OF YAQUINA BAY BRIDGE, 10 FEET SOUTH
 QE1115'OF EAST-WEST JOINT IN PAVEMENT BETWEEN FIRST LARGE PAIR OF PYLONS FROM
 QE1115'SOUTH END, ON CENTERLINE OF DECK PAVEMENT.  DISK STAMPED EAST BASE
 QE1115'1936.
 QE1115
 QE1115                          STATION RECOVERY (1988)
 QE1115
 QE1115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QE1115'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  2.4 KM
 QE1115'(1.50 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM ITS JUNCTION WITH U.S.
 QE1115'HIGHWAY 20 IN NEWPORT.  NOTE--THE DISK HAS BEEN MUTILATED AND THE
 QE1115'STAMPING IS ILLEGIBLE.
 QE1115
 QE1115                          STATION RECOVERY (1990)
 QE1115
 QE1115'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCB)
 QE1115'RECOVERED IN GOOD CONDITION.
 QE1115
 QE1115                          STATION RECOVERY (2005)
 QE1115
 QE1115'RECOVERY NOTE BY US POWER SQUADRON 2005
 QE1115'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0917 ***********************************************************************
 RA0917  DESIGNATION -  EAST BASE RM 1
 RA0917  PID         -  RA0917
 RA0917  STATE/COUNTY-  OR/UNION
 RA0917  USGS QUAD   -  ELGIN (1995)
 RA0917
 RA0917                         *CURRENT SURVEY CONTROL
 RA0917  ___________________________________________________________________
 RA0917* NAD 83(1986)-  45 33 53.     (N)    117 54 47.     (W)     SCALED    
 RA0917* NAVD 88     -       810.268  (meters)    2658.35   (feet)  ADJUSTED  
 RA0917  ___________________________________________________________________
 RA0917  GEOID HEIGHT-         -18.03  (meters)                     GEOID03
 RA0917  DYNAMIC HT  -         810.103 (meters)    2657.81  (feet)  COMP
 RA0917  MODELED GRAV-     980,386.7   (mgal)                       NAVD 88
 RA0917
 RA0917  VERT ORDER  -  SECOND    CLASS 0
 RA0917
 RA0917.The horizontal coordinates were scaled from a topographic map and have
 RA0917.an estimated accuracy of +/- 6 seconds.
 RA0917
 RA0917.The orthometric height was determined by differential leveling
 RA0917.and adjusted in June 1991.
 RA0917
 RA0917.The geoid height was determined by GEOID03.
 RA0917
 RA0917.The dynamic height is computed by dividing the NAVD 88
 RA0917.geopotential number by the normal gravity value computed on the
 RA0917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0917.degrees latitude (g = 980.6199 gals.).
 RA0917
 RA0917.The modeled gravity was interpolated from observed gravity values.
 RA0917
 RA0917;                    North         East    Units  Estimated Accuracy
 RA0917;SPC OR N     -   214,150.    2,701,910.      MT  (+/- 180 meters Scaled)
 RA0917
 RA0917                          SUPERSEDED SURVEY CONTROL
 RA0917
 RA0917  NGVD 29 (??/??/92)  809.165  (m)         2654.74   (f) ADJ UNCH    2 0
 RA0917
 RA0917.Superseded values are not recommended for survey control.
 RA0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0917.See file dsdata.txt to determine how the superseded data were derived.
 RA0917
 RA0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML287460(NAD 83)
 RA0917_MARKER: DB = BENCH MARK DISK
 RA0917_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RA0917_SP_SET: SIDEWALK
 RA0917_STAMPING: EAST BASE O.S.H.D. NO. 1 1946
 RA0917_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RA0917_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RA0917+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2002
 RA0917
 RA0917  HISTORY     - Date     Condition        Report By
 RA0917  HISTORY     - 1946     MONUMENTED       CGS
 RA0917  HISTORY     - 1952     GOOD             NGS
 RA0917  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RA0917  HISTORY     - 20020320 GOOD             BOR
 RA0917
 RA0917                          STATION DESCRIPTION
 RA0917
 RA0917'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 RA0917'IN ELGIN.
 RA0917'AT ELGIN, IN THE TOP OF THE NORTHEAST CORNER OF THE EAST END OF THE
 RA0917'SOUTH CONCRETE SIDEWALK ALONG C STREET, 45 FEET WEST OF THE CENTER
 RA0917'LINE OF A NORTH-SOUTH GRAVEL STREET, 20 FEET SOUTH OF THE CENTER LINE
 RA0917'OF C STREET, 2 1/2 FEET SOUTHEAST OF A POWER LINE POLE, 0.6 FOOT WEST
 RA0917'OF THE EAST END OF THE WALK, AND ABOUT 1 FOOT HIGHER THAN THE STREET.
 RA0917
 RA0917                          STATION RECOVERY (1988)
 RA0917
 RA0917'RECOVERY NOTE BY US POWER SQUADRON 1988 (RCC)
 RA0917'MARK NOT FOUND.
 RA0917
 RA0917                          STATION RECOVERY (2002)
 RA0917
 RA0917'RECOVERY NOTE BY US BUREAU OF RECLAMATION 2002 (TAC)
 RA0917'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0781 ***********************************************************************
 PB0781  DESIGNATION -  EAST BUTTE
 PB0781  PID         -  PB0781
 PB0781  STATE/COUNTY-  OR/DESCHUTES
 PB0781  USGS QUAD   -  FIRESTONE BUTTE (1982)
 PB0781
 PB0781                         *CURRENT SURVEY CONTROL
 PB0781  ___________________________________________________________________
 PB0781* NAD 83(1991)-  43 40 02.02507(N)    120 59 45.02313(W)     ADJUSTED  
 PB0781* NAVD 88     -      1952.3    (meters)    6405.     (feet)  VERTCON   
 PB0781  ___________________________________________________________________
 PB0781  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 PB0781  GEOID HEIGHT-         -20.27  (meters)                     GEOID03
 PB0781  HORZ ORDER  -  THIRD
 PB0781
 PB0781.The horizontal coordinates were established by classical geodetic methods
 PB0781.and adjusted by the National Geodetic Survey in October 1991.
 PB0781
 PB0781.The NAVD 88 height was computed by applying the VERTCON shift value to
 PB0781.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PB0781
 PB0781.The Laplace correction was computed from DEFLEC99 derived deflections.
 PB0781
 PB0781.The geoid height was determined by GEOID03.
 PB0781
 PB0781;                    North         East     Units Scale Factor Converg.
 PB0781;SPC OR S     -   222,349.585 1,460,011.914   MT  0.99993244   -0 20 21.2
 PB0781;SPC OR S     -   729,493.39  4,790,065.33   iFT  0.99993244   -0 20 21.2
 PB0781;UTM  10      - 4,836,865.437   661,578.699   MT  0.99992113   +1 23 02.8
 PB0781
 PB0781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PB0781!SPC OR S     -   0.99969713  x   0.99993244  =   0.99962959
 PB0781!UTM  10      -   0.99969713  x   0.99992113  =   0.99961828
 PB0781
 PB0781|---------------------------------------------------------------------|
 PB0781| PID    Reference Object                     Distance      Geod. Az  |
 PB0781|                                                           dddmmss.s |
 PB0781| CS4171 EAST BUTTE RM 1                      10.513 METERS 12511     |
 PB0781| CS4172 EAST BUTTE RM 2                       7.922 METERS 31115     |
 PB0781| PB0779 COMPANY BUTTE                       APPROX.19.4 KM 3193309.6 |
 PB0781|---------------------------------------------------------------------|
 PB0781
 PB0781                          SUPERSEDED SURVEY CONTROL
 PB0781
 PB0781  NAD 83(1986)-  43 40 02.02380(N)    120 59 45.02878(W) AD(       ) 3
 PB0781  NGVD 29 (04/26/90) 1951.0    (m)         6401.     (f) VERT ANG    3  
 PB0781
 PB0781.Superseded values are not recommended for survey control.
 PB0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0781.See file dsdata.txt to determine how the superseded data were derived.
 PB0781
 PB0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP6157936865(NAD 83)
 PB0781_MARKER: DS = TRIANGULATION STATION DISK
 PB0781_SETTING: 66 = SET IN ROCK OUTCROP
 PB0781_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 PB0781_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PB0781+STABILITY: POSITION/ELEVATION WELL
 PB0781
 PB0781  HISTORY     - Date     Condition        Report By
 PB0781  HISTORY     - 1965     MONUMENTED       USGS
 PB0781
 PB0781                          STATION DESCRIPTION
 PB0781
 PB0781'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 PB0781'LOCATED ABOUT 31 MI SSE. OF BEND, 15 MI SSW. OF MILLICAN, 14 MI
 PB0781'ESE. OF PAULINA LAKE.  ON HIGHEST POINT OF EAST BUTTE.
 PB0781'
 PB0781'TO REACH FROM JCT. OF U.S. HWYS. 20 AND 97 AT BEND, DRIVE 3.9 MI
 PB0781'S. ON U.S. HWY. 97 TO TRAFFIC LIGHT AT INTERSECTION OF HWY. AND
 PB0781'FOREST ACCESS RD. 1821.  TURN LEFT ON RD. 1821 32.9 MI E. AND S.
 PB0781'TAKE LEFT FORK 1.7 MI TO EAST END OF RD. TRIANGLE IN SADDLE
 PB0781'BETWEEN EAST BUTTE AND CHINA HAT, CONTINUE E. ON MAIN RD. 1 MI TO
 PB0781'RD. FORK.  TAKE LEFT FORK 1.9 MI TO HIGHEST POINT, LO AND STATION.
 PB0781'
 PB0781'STATION MARK--STANDARD TABLET STAMPED---EAST BUTTE 1965---,
 PB0781'CEMENTED IN DRILL HOLE IN ROCK OUTCROP.
 PB0781'
 PB0781'RM 1--STANDARD RM TABLET STAMPED---NO 1 1965---, CEMENTED IN DRILL
 PB0781'HOLE IN CONCRETE BASE OF NORTHEAST LEG OF LOT.
 PB0781'
 PB0781'RM 2--STANDARD RM TABLET STAMPED---NO 2 1965---, CEMENTED IN DRILL
 PB0781'HOLE IN ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0688 ***********************************************************************
 PB0688  DESIGNATION -  EAST BUTTE LOOKOUT TOWER
 PB0688  PID         -  PB0688
 PB0688  STATE/COUNTY-  OR/DESCHUTES
 PB0688  USGS QUAD   -  FIRESTONE BUTTE (1982)
 PB0688
 PB0688                         *CURRENT SURVEY CONTROL
 PB0688  ___________________________________________________________________
 PB0688* NAD 83(1991)-  43 40 01.74607(N)    120 59 44.73390(W)     ADJUSTED  
 PB0688* NAVD 88     -              **(meters)            **(feet)            
 PB0688  ___________________________________________________________________
 PB0688  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 PB0688  GEOID HEIGHT-         -20.27  (meters)                     GEOID03
 PB0688  HORZ ORDER  -  THIRD
 PB0688
 PB0688.The horizontal coordinates were established by classical geodetic methods
 PB0688.and adjusted by the National Geodetic Survey in October 1991.
 PB0688
 PB0688
 PB0688.The Laplace correction was computed from DEFLEC99 derived deflections.
 PB0688
 PB0688.The geoid height was determined by GEOID03.
 PB0688
 PB0688;                    North         East     Units Scale Factor Converg.
 PB0688;SPC OR S     -   222,340.937 1,460,018.342   MT  0.99993243   -0 20 21.0
 PB0688;SPC OR S     -   729,465.02  4,790,086.42   iFT  0.99993243   -0 20 21.0
 PB0688;UTM  10      - 4,836,856.986   661,585.385   MT  0.99992116   +1 23 03.0
 PB0688
 PB0688                          SUPERSEDED SURVEY CONTROL
 PB0688
 PB0688  NAD 83(1986)-  43 40 01.74760(N)    120 59 44.73963(W) AD(       ) 4
 PB0688  NAD 27      -  43 40 02.33000(N)    120 59 40.70000(W) AD(       ) 3
 PB0688
 PB0688.Superseded values are not recommended for survey control.
 PB0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0688.See file dsdata.txt to determine how the superseded data were derived.
 PB0688
 PB0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP6158536857(NAD 83)
 PB0688
 PB0688  HISTORY     - Date     Condition        Report By
 PB0688  HISTORY     - 1933     MONUMENTED       CGS
 PB0688  HISTORY     - 1938     SEE DESCRIPTION  CGS
 PB0688
 PB0688                          STATION DESCRIPTION
 PB0688
 PB0688'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (LAM)
 PB0688'THIS INTERSECTED POSITION IS CENTER OF U.S.F.S. EAST BUTTE
 PB0688'LOOKOUT TOWER, ABOUT 25 MILES AIR LINE SE OF BEND, AND REACHED
 PB0688'OVER FOREST ROADS.  TOWER IS ABOUT 45 FEET HIGH, OVERALL, AND IS
 PB0688'ON SUMMIT OF EAST BUTTE, PROMINENT CONICAL MOUNTAIN.
 PB0688'
 PB0688'CALLED CHINA HAT LOOKOUT IN LIST OF DIRECTIONS OF STATION PILOT
 PB0688'BUTTE.  (LETTER OF L.A.MC A. 11/27/36).
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0997 ***********************************************************************
 QC0997  DESIGNATION -  EAST FLAGTAIL LOOKOUT
 QC0997  PID         -  QC0997
 QC0997  STATE/COUNTY-  OR/GRANT
 QC0997  USGS QUAD   -  FLAGTAIL MOUNTAIN (1990)
 QC0997
 QC0997                         *CURRENT SURVEY CONTROL
 QC0997  ___________________________________________________________________
 QC0997* NAD 83(1991)-  44 10 57.52710(N)    119 15 10.37900(W)     ADJUSTED  
 QC0997* NAVD 88     -              **(meters)            **(feet)            
 QC0997  ___________________________________________________________________
 QC0997  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 QC0997  GEOID HEIGHT-         -18.20  (meters)                     GEOID03
 QC0997  HORZ ORDER  -  THIRD
 QC0997
 QC0997.The horizontal coordinates were established by classical geodetic methods
 QC0997.and adjusted by the National Geodetic Survey in October 1991.
 QC0997
 QC0997
 QC0997.The Laplace correction was computed from DEFLEC99 derived deflections.
 QC0997
 QC0997.The geoid height was determined by GEOID03.
 QC0997
 QC0997;                    North         East     Units Scale Factor Converg.
 QC0997;SPC OR N     -    58,108.093 2,599,719.301   MT  1.00004134   +0 53 04.0
 QC0997;SPC OR N     -   190,643.35  8,529,262.80   iFT  1.00004134   +0 53 04.0
 QC0997;UTM  11      - 4,894,627.273   319,930.730   MT  0.99999880   -1 34 14.0
 QC0997
 QC0997                          SUPERSEDED SURVEY CONTROL
 QC0997
 QC0997  NAD 83(1986)-  44 10 57.53656(N)    119 15 10.37602(W) AD(       ) 4
 QC0997  NAD 27      -  44 10 57.99000(N)    119 15 06.52300(W) AD(       ) 3
 QC0997
 QC0997.Superseded values are not recommended for survey control.
 QC0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0997.See file dsdata.txt to determine how the superseded data were derived.
 QC0997
 QC0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ1993194627(NAD 83)
 QC0997
 QC0997  HISTORY     - Date     Condition        Report By
 QC0997  HISTORY     - 1936     MONUMENTED       USGS
 QC0997  HISTORY     - 1935     SEE DESCRIPTION  CGS
 QC0997
 QC0997                          STATION DESCRIPTION
 QC0997
 QC0997'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBP)
 QC0997'THIS INTERSECTED STATION IS THE EASTERLY END OF FLAGTAIL MOUNTAIN
 QC0997'AND ABOUT 3 MILES WESTERLY FROM BEAR VALLEY RANGER STATION.  THE
 QC0997'LOCALITY IS COVERED WITH SCATTERED TIMBER.  A TRUCK TRAIL LEADS
 QC0997'TO THE STATION.  STATION IS MARKED BY A U.S.F.S. DISK SET IN A
 QC0997'CONCRETE POST.  FROM THE STATION IT IS 8.96 METERS (29.4 FEET)
 QC0997'DUE E TO THE CENTER OF THE EAST FLAGTAIL LOOKOUT TOWER, A WOOD
 QC0997'STRUCTURE WITHOUT A HOUSE.  THIS POINT OVERLOOKS THE VALLEY TO
 QC0997'THE E, BUT THE VIEW TO THE W IS OBSCURED.
 QC0997'
 QC0997'NOT BY U.S.F.S. TRIANGULATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SD0651 ***********************************************************************
 SD0651  DESIGNATION -  EAST JETTY 2
 SD0651  PID         -  SD0651
 SD0651  STATE/COUNTY-  OR/CLATSOP
 SD0651  USGS QUAD   -  CLATSOP SPIT (1984)
 SD0651
 SD0651                         *CURRENT SURVEY CONTROL
 SD0651  ___________________________________________________________________
 SD0651* NAD 83(2007)-  46 13 31.35468(N)    124 00 30.58787(W)     ADJUSTED  
 SD0651* NAVD 88     -         9.8    (meters)      32.     (feet)  GPS OBS   
 SD0651  ___________________________________________________________________
 SD0651  EPOCH DATE  -        2007.00
 SD0651  X           -  -2,472,318.962 (meters)                     COMP
 SD0651  Y           -  -3,664,191.373 (meters)                     COMP
 SD0651  Z           -   4,582,603.874 (meters)                     COMP
 SD0651  LAPLACE CORR-          13.73  (seconds)                    DEFLEC99
 SD0651  ELLIP HEIGHT-         -14.296 (meters)          (02/10/07) ADJUSTED
 SD0651  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 SD0651
 SD0651  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 SD0651  Type    PID    Designation                      North   East  Ellip
 SD0651  -------------------------------------------------------------------
 SD0651  NETWORK SD0651 EAST JETTY 2                      1.55   1.10   1.12
 SD0651  -------------------------------------------------------------------
 SD0651
 SD0651.The horizontal coordinates were established by GPS observations
 SD0651.and adjusted by the National Geodetic Survey in February 2007.
 SD0651
 SD0651.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 SD0651.See www.ngs.noaa.gov/NationalReadjustment for more information.
 SD0651.The horizontal coordinates are valid at the epoch date displayed above.
 SD0651.The epoch date for horizontal control is a decimal equivalence
 SD0651.of Year/Month/Day.
 SD0651
 SD0651.The orthometric height was determined by GPS observations and a
 SD0651.high-resolution geoid model.
 SD0651
 SD0651.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SD0651
 SD0651.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0651
 SD0651.The ellipsoidal height was determined by GPS observations
 SD0651.and is referenced to NAD 83.
 SD0651
 SD0651.The geoid height was determined by GEOID03.
 SD0651
 SD0651;                    North         East     Units Scale Factor Converg.
 SD0651;SPC OR N     -   290,223.602 2,229,393.287   MT  1.00006515   -2 29 17.4
 SD0651;SPC OR N     -   952,177.17  7,314,282.44   iFT  1.00006515   -2 29 17.4
 SD0651;SPC WA S     -   105,168.647   229,432.901   MT  0.99993420   -2 32 54.8
 SD0651;SPC WA S     -   345,040.80    752,731.11   sFT  0.99993420   -2 32 54.8
 SD0651;UTM  10      - 5,119,583.090   422,227.601   MT  0.99967435   -0 43 41.7
 SD0651
 SD0651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SD0651!SPC OR N     -   1.00000224  x   1.00006515  =   1.00006739
 SD0651!SPC WA S     -   1.00000224  x   0.99993420  =   0.99993644
 SD0651!UTM  10      -   1.00000224  x   0.99967435  =   0.99967659
 SD0651
 SD0651:                Primary Azimuth Mark                     Grid Az
 SD0651:SPC OR N     -  SAND ISLAND LOWER DIKE LIGHT             002 54 01.7
 SD0651:SPC WA S     -  SAND ISLAND LOWER DIKE LIGHT             002 57 39.1
 SD0651:UTM  10      -  SAND ISLAND LOWER DIKE LIGHT             001 08 26.0
 SD0651
 SD0651|---------------------------------------------------------------------|
 SD0651| PID    Reference Object                     Distance      Geod. Az  |
 SD0651|                                                           dddmmss.s |
 SD0651| SD0575 SAND ISLAND LOWER DIKE LIGHT        APPROX. 3.9 KM 0002444.3 |
 SD0651| SD0652 YELLOW IRON CROSS                     2.499 METERS 00847     |
 SD0651| SC2267 SAND ISLAND MIDDLE DIKE LIGHT       APPROX. 3.9 KM 0145249.5 |
 SD0651| SC2263 SAND ISLAND RANGE FRONT LT          APPROX. 4.7 KM 0145536.7 |
 SD0651| SC2273 SAND ISLAND LOOKOUT TOWER M 4       APPROX. 4.4 KM 0183032.1 |
 SD0651| SC2306 SAND ISLAND RANGE REAR LIGHT        APPROX. 5.1 KM 0242030.2 |
 SD0651| DD9651 EAST JETTY 2 RM 3                                  04415     |
 SD0651| SC2292 BAKER BAY EAST CHANNEL LT 2         APPROX. 5.1 KM 0513043.6 |
 SD0651| SC2294 CHINOOK DIKE LIGHT 1958             APPROX. 5.0 KM 0572110.9 |
 SD0651| SC2203 DESDEMONA SANDS LIGHT               APPROX. 4.1 KM 0901541.3 |
 SD0651| SC2000 ASTOR COLUMN                        APPROX.15.5 KM 1081900.0 |
 SD0651| DD9649 EAST JETTY 2 RM 1                     9.082 METERS 15942     |
 SD0651| DD9650 EAST JETTY 2 RM 2                    43.392 METERS 25118     |
 SD0651| SD0657 CLATSOP SPIT COAST GUARD LOT        381.897 METERS 28503     |
 SD0651| SD0595 CAPE DISAPPOINTMENT LH              APPROX. 6.5 KM 3290303.2 |
 SD0651| SD0614 COLUMBIA RIV ENT RNG FRONT LT       APPROX. 6.5 KM 3292701.4 |
 SD0651| SD0616 BAKER BAY W CHANNEL W JETTY LT      APPROX. 5.1 KM 3340937.3 |
 SD0651| SD0615 COLUMBIA RIV ENT S RANGE FRONT      APPROX. 6.3 KM 3352720.5 |
 SD0651| SD0577 BAKER BAY W CHANNEL E JETTY LT      APPROX. 5.0 KM 3385124.5 |
 SD0651| SD0584 SAND ISLAND LOOKOUT TOWER M 5       APPROX. 4.5 KM 3565330.4 |
 SD0651|---------------------------------------------------------------------|
 SD0651
 SD0651                          SUPERSEDED SURVEY CONTROL
 SD0651
 SD0651  NAD 83(1998)-  46 13 31.35189(N)    124 00 30.59188(W) AD(       ) 1
 SD0651  ELLIP H (07/03/01)  -14.287  (m)                       GP(       ) 5 1
 SD0651  NAD 83(1991)-  46 13 31.35020(N)    124 00 30.59244(W) AD(       ) 1
 SD0651  ELLIP H (01/20/99)  -14.255  (m)                       GP(       ) 3 2
 SD0651  NAD 83(1991)-  46 13 31.35209(N)    124 00 30.59327(W) AD(       ) 2
 SD0651  NAD 83(1986)-  46 13 31.36005(N)    124 00 30.56712(W) AD(       ) 2
 SD0651  NAD 27      -  46 13 31.99670(N)    124 00 26.02906(W) AD(       ) 2
 SD0651  NGVD 29 (01/10/91)   10.2    (m)           33.     (f) VERT ANG    3  
 SD0651
 SD0651.Superseded values are not recommended for survey control.
 SD0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0651.See file dsdata.txt to determine how the superseded data were derived.
 SD0651
 SD0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2222819583(NAD 83)
 SD0651_MARKER: DS = TRIANGULATION STATION DISK
 SD0651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SD0651_SP_SET: SQUARE CONCRETE MONUMENT
 SD0651_STAMPING: EAST JETTY 2 1948
 SD0651_MARK LOGO: USE   
 SD0651_PROJECTION: FLUSH
 SD0651_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SD0651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SD0651+STABILITY: SURFACE MOTION
 SD0651_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SD0651+SATELLITE: SATELLITE OBSERVATIONS - September 29, 1998
 SD0651
 SD0651  HISTORY     - Date     Condition        Report By
 SD0651  HISTORY     - 1948     MONUMENTED       USE
 SD0651  HISTORY     - 1956     GOOD             USE
 SD0651  HISTORY     - 1958     SEE DESCRIPTION  CGS
 SD0651  HISTORY     - 1971     SEE DESCRIPTION  NGS
 SD0651  HISTORY     - 1972     SEE DESCRIPTION  NGS
 SD0651  HISTORY     - 1977     SEE DESCRIPTION  USGS
 SD0651  HISTORY     - 19881213 GOOD             MGSINC
 SD0651  HISTORY     - 19971204 GOOD             WADECO
 SD0651  HISTORY     - 19980929 GOOD             WADOE
 SD0651
 SD0651                          STATION DESCRIPTION
 SD0651
 SD0651'DESCRIBED BY US ENGINEERS 1956 (FN)
 SD0651'THE STATION IS LOCATED ABOUT 3.5 MILES NORTHWEST OF HAMMOND, ABOUT
 SD0651'0.5 MILE SOUTH OF THE NORTH END OF CLATSOP SPIT, ABOUT 1200 FEET
 SD0651'SOUTHWEST OF A COAST GUARD LOOKOUT TOWER, ABOUT 300 FEET NORTH OF
 SD0651'WHERE THE ROAD CROSSES AN ABANDONED RAILROAD TRESTLE, ABOUT 150
 SD0651'FEET EAST-NORTHEAST OF FOUR LARGE CONCRETE FOOTINGS WHICH
 SD0651'SUPPORTED A DISMANTLED WATER TANK, ON A GRASS COVERED SAND DUNE.
 SD0651'THE STATION IS A BRONZE U.S. ARMY ENGINEERS DISK STAMPED
 SD0651'EAST JETTY 2 1948 SET IN THE TOP OF AN 8X8 INCH CONCRETE
 SD0651'MONUMENT PROJECTING ABOUT 8 INCHES ABOVE THE SURFACE.
 SD0651'
 SD0651'A YELLOW IRON CROSS ABOUT 12 FEET HIGH CONSTRUCTED OF 6 INCH IRON
 SD0651'PIPE AND SET IN A 3X3 FOOT CONCRETE BLOCK IS 8.2 FEET NORTH OF THE
 SD0651'STATION.
 SD0651'
 SD0651'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED EAST JETTY
 SD0651'NO 1 1956 SET IN THE TOP OF AN 8X8 INCH CONCRETE MONUMENT PROJECTING
 SD0651'ABOUT 8 INCHES.  IT IS SOUTHEAST OF AND ABOUT 1 FOOT LOWER THAN THE
 SD0651'STATION.
 SD0651'
 SD0651'REFERENCE MARK NO. 2 IS A U.S. ENGINEERS DISK STAMPED E. JETTY 2
 SD0651'1956 RM BM SET IN THE TOP OF THE NORTHWESTERLY ONE OF FOUR CONCRETE
 SD0651'FOOTINGS WHICH WERE USED TO SUPPORT A DISMANTLED WATER TANK.  THE
 SD0651'FOOTING IS APPROXIMATELY 30X30 INCHES AND PROJECT ABOUT 3 FEET.
 SD0651'
 SD0651'TO REACH THE STATION FROM THE POST OFFICE AT HAMMOND GO WEST 0.4
 SD0651'MILE TO THE OLD ENTRANCE TO FORT STEVENS, CONTINUE NORTHWESTERLY
 SD0651'FOR 0.3 MILE TO AN INTERSECTION AT THE NORTH END OF THE OLD
 SD0651'PARADE GROUNDS, TURN LEFT AND GO SOUTH 0.6 MILE TO A FORK, TAKE
 SD0651'THE RIGHT FORK WESTERLY FOR 0.5 MILE TO A T-ROAD SOUTH,
 SD0651'CONTINUE WESTERLY 0.1 MILE TO A FORK, TAKE THE RIGHT FORK
 SD0651'NORTH 0.6 MILE TO A T-ROAD WEST, TURN LEFT AND FOLLOW THE MAIN
 SD0651'TRAVELED ROAD WEST 0.6 MILE TO A FORK, TAKE THE LEFT FORK
 SD0651'WESTERLY 0.2 MILE TO WHERE THE ROAD MAKES A SHARP BEND TO THE
 SD0651'NORTHWEST, CONTINUE NORTHERLY ON THE MAIN TRAVELED ROAD 1.3
 SD0651'MILES TO AN OLD CONCRETE BUILDING FOUNDATION ON THE LEFT
 SD0651'(WEST), CONTINUE NORTHWESTERLY ABOUT 0.6 MILE TO THE END OF
 SD0651'TRAVEL BY STANDARD DRIVE VEHICLES, CONTINUE NORTHWESTERLY
 SD0651'ABOUT 0.1 MILE THROUGH AN AREA CLUTTERED WITH DRIFTWOOD AND
 SD0651'LOGS TOWARD AN OLD WOODEN TOWER ABOUT 20 FEET HIGH.  AN
 SD0651'OLD ROAD NORTHWARD FROM THE BEACH CROSSES AN ABANDONED
 SD0651'RAILROAD TRESTLE ABOUT 200 FEET WEST OF THE TOWER.
 SD0651'FOLLOW THE ROAD NORTH ABOUT 150 FEET TO A FORK, TAKE THE RIGHT
 SD0651'FORK NORTH ABOUT 300 FEET TO THE STATION ON THE RIGHT
 SD0651'ABOUT 50 FEET EAST OF THE CENTERLINE OF THE ROAD.
 SD0651'
 SD0651'HEIGHT OF LIGHT ABOVE STATION MARK 8 METERS.
 SD0651
 SD0651                          STATION RECOVERY (1958)
 SD0651
 SD0651'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (VRS)
 SD0651'STATION AND BOTH REFERENCE MARKS RECOVERED AS DESCRIBED BY
 SD0651'F.N. IN 1956.
 SD0651'
 SD0651'STANDARD DRIVE VEHICLES MAY NOW TRAVEL THE SOUTH JETTY APPROACH
 SD0651'ROAD TO A PARKING LOT WHICH IS ABOUT A FIFTEEN MINUTE PACK SOUTH
 SD0651'OF THE STATION.
 SD0651'
 SD0651'NOTE--THE DISCREPANCIES IN DISTANCES WERE NOTED AND CHECKED IN
 SD0651'THE FIELD.  THE 1958 DISTANCES ARE CORRECT.
 SD0651
 SD0651                          STATION RECOVERY (1971)
 SD0651
 SD0651'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 SD0651'THE STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED IN GOOD
 SD0651'CONDITION.  THE DISK HAS BEEN CHISELED OFF REFERENCE MARK NO. 2 AND
 SD0651'ONLY THE STEM OF THE DISK REMAINS IN THE NORTH CORNER OF THE NORTH
 SD0651'CONCRETE FOOTING OF THE DISMANTLED WATER TANK.
 SD0651'
 SD0651'THE STATION IS ABOUT 3.5 MILES NORTHWEST OF HAMMOND, 0.5 MILE SOUTH
 SD0651'OF THE NORTH END OF CLATSOP SPIT, 1/4 MILE EAST OF KLATSOP SPIT
 SD0651'COAST GUARD LOOKOUT TOWER, (A 75-FOOT HIGH SKELETON STEEL STRUCTURE
 SD0651'WITH ENCLOSED CAB), 150 FEET EAST-NORTHEAST OF 3 LARGE CONCRETE
 SD0651'FOOTINGS FOR A DISMANTELED WATER TANK AND ON A LOW,
 SD0651'GRASS-COVERED, NORTH-SOUTH SAND RIDGE, 8.2 FEET SOUTH OF A
 SD0651'12-FOOT HIGH CROSS MADE OF 6-INCH PIPE AND SET IN A 3-FOOT
 SD0651'SQUARE CONCRETE BLOCK AND 1.5 FEET SOUTHWEST OF A METAL WITNESS
 SD0651'POST.
 SD0651'
 SD0651'TO REACH FROM THE POST OFFICE IN HAMMOND, GO WEST ON PACIFIC
 SD0651'STREET FOR 0.25 MILE TO WILLOW STREET, CONTINUE STRAIGHT AHEAD
 SD0651'0.2 MILE TO A SIDE ROAD LEFT, TURN LEFT AND FOLLOW WINDING ROAD
 SD0651'0.2 MILE TO A T-INTERSECTION, KEEP LEFT 0.3 MILE TO A FORK AT THE
 SD0651'SOUTHWEST CORNER OF A CEMETERY, KEEP RIGHT FORK AND FOLLOW THE
 SD0651'MAIN BLACKTOP ROAD WEST AND NORTHWEST FOR 1.8 MILES TO A
 SD0651'BLACKTOP ROAD LEFT (STATION CHUMMY IS ABOUT 200 FEET SOUTHWEST
 SD0651'OF THIS INTERSECTION), CONTINUE NORTHERLY ON THE BLACKTOP
 SD0651'ROAD FOR 1.65 MILES TO A BLACKTOP ROAD LEFT ON A CURVE TO THE
 SD0651'RIGHT, TURN LEFT AND GO WEST 0.05 MILE TO THE WEST EDGE OF A
 SD0651'LOW AREA, THEN SOUTH 0.1 MILE TO THE STATION.
 SD0651'
 SD0651'THE STATION MARK, STAMPED EAST JETTY 2 1948, IS AN ARMY
 SD0651'ENGINEERS CONTROL STATION DISK SET IN AN 8-INCH SQUARE CONCRETE
 SD0651'POST WHICH PROJECTS 2 INCHES.
 SD0651'
 SD0651'REFERENCE MARK NO. 1, STAMPED EAST JETTY NO 1 1956, IS A
 SD0651'STANDARD U.S.C. AND G.S. DISK SET IN A SQUARE CONCRETE POST 3
 SD0651'INCHES BELOW GROUND.  IT IS 37.5 FEET SOUTH-SOUTHEAST OF THE
 SD0651'12-FOOT HIGH CROSS, 3 FEET WEST OF THE EASTERN EDGE OF THE SAND
 SD0651'DUNE, 29.7 FEET SOUTH-SOUTHEAST OF AND ABOUT 1 FOOT LOWER THAN
 SD0651'THE STATION MARK.
 SD0651'
 SD0651'THE DISK HAS BEEN CHISELED OFF REFERENCE MARK NO. 2, BUT THE
 SD0651'STEM REMAINS IN THE NORTH CORNER OF THE NORTHERN CONCRETE FOOTING,
 SD0651'141.5 FEET SOUTHWEST OF THE STATION.  THESE CONCRETE FOOTINGS
 SD0651'PROJECT ABOUT 3 FEET ABOVE GROUND.
 SD0651'
 SD0651'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SD0651'3.5 MILES NORTHWEST OF HAMMOND.
 SD0651
 SD0651                          STATION RECOVERY (1972)
 SD0651
 SD0651'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 SD0651'THE STATION MARK, AND REFERENCE MARK NO. 1 WERE RECOVERED IN GOOD
 SD0651'CONDITION.  REFERENCE MARK NO. 2 HAD BEEN DESTROYED.  REFERENCE
 SD0651'MARK NO. 3 WAS ESTABLISHED.  LANDMARKS HAVE CHANGED.  A NEW AND
 SD0651'COMPLETE DESCRIPTION FOLLOWS.
 SD0651'
 SD0651'THE STATION IS 3 MILES NORTHWEST OF HAMMOND ON GOVERNMENT OWNED
 SD0651'LAND.
 SD0651'
 SD0651'TO REACH THE STATION FROM THE HAMMOND POST OFFICE GO SOUTHWEST
 SD0651'ON PACIFIC AVENUE FOR 0.5 MILE TO A SIDE ROAD LEFT, AND SIGN,
 SD0651'SOUTH JETTY, TURN LEFT AS PER SIGN, AND GO SOUTHWEST, AND SOUTH
 SD0651'ON THE MACADAM ROAD FOR 0.5 MILE TO A FORK, JUST WEST OF THE
 SD0651'FORT STEVENS ARMY CEMETERY, TAKE THE RIGHT FORK, AND GO WEST,
 SD0651'AND NORTHWEST ON THE MACADAM ROAD FOR 1.7 MILE TO THE CORPS OF
 SD0651'ENGINEERS TOWER OVER TRIANGULATION STATION CHUMMY 1956, ON THE
 SD0651'LEFT.  CONTINUE NORTH ON THE MACADAM ROAD FOR 1.7 MILES TO A
 SD0651'SIDE ROAD LEFT, TURN LEFT, AND GO WEST FOR 0.05 MILE TO A SAND
 SD0651'TRACK ROAD ON THE LEFT, TURN LEFT, AND GO SOUTH ON THE SAND
 SD0651'ROAD FOR 0.1 MILE TO THE STATION.
 SD0651'
 SD0651'THE STATION MARK, STAMPED EAST JETTY 2 1948, IS A U.S. ENGINEERS
 SD0651'DISK SET IN A 7-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 1
 SD0651'INCH, 80 FEET WEST OF THE SAND TRACK ROAD, 8.5 FEET SOUTHWEST
 SD0651'OF AN IRON CROSS THAT IS 8 FEET HIGH, AND SET IN A CONCRETE BASE,
 SD0651'AND 2 FEET WEST OF A METAL WITNESS POST.
 SD0651'
 SD0651'REFERENCE MARK NO. 1, STAMPED EAST JETTY 2 NO 1 1956, IS A
 SD0651'STANDARD DISK SET IN AN 8-INCH SQUARE CONCRETE MONUMENT THAT IS
 SD0651'2 INCHES BELOW THE SURFACE, 38 FEET SOUTHEAST OF THE IRON CROSS,
 SD0651'30 FEET SOUTHEAST OF THE WITNESS POST, AND 3 FEET WEST OF THE TOP
 SD0651'OF THE BANK.  (NOTE 11A)
 SD0651'
 SD0651'REFERENCE MARK NO. 3, STAMPED EAST JETTY 2 USE 1956 NO 3 1972,
 SD0651'IS A STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT
 SD0651'THAT PROJECTS 4 INCHES, 62 FEET NORTHEAST OF THE WITNESS POST,
 SD0651'56 FEET NORTHEAST OF THE CROSS, AND 7 FEET WEST OF THE TOP OF
 SD0651'THE BANK.  (NOTE 11A)
 SD0651'
 SD0651'DISTANCE BETWEEN R.M. NO. 1, AND R.M. NO. 3 IS 80.80 FEET OR
 SD0651'24.628 METERS.
 SD0651'
 SD0651'LOCAL OBJECTS WILL SERVE FOR AZIMUTH CONTROL.
 SD0651'
 SD0651'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SD0651'3 MILES NORTHWEST OF HAMMOND.
 SD0651
 SD0651                          STATION RECOVERY (1977)
 SD0651
 SD0651'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 SD0651'THE LAND THAT THE STATION IS ON IS NOW IN FT STEVENS STATE
 SD0651'PARK.  A GOOD BLACKTOP ROAD CAN BE DRIVEN ALMOST TO THE
 SD0651'STATION.  THE STATION IS 0.2 MILE FROM THE PARKING LOT AT THE END
 SD0651'OF THE ROAD ON THE SOUTH JETTY AND ABOUT 150 YARDS SOUTH ALONG
 SD0651'AN OLD ROAD THROUGH ROLLING SAND HILLS.  THE YELLOW IRON CROSS
 SD0651'IS STILL IN THE SAME POSITION AND IS EASILY SEEN FROM THE
 SD0651'BLACKTOP ROAD.
 SD0651
 SD0651                          STATION RECOVERY (1988)
 SD0651
 SD0651'RECOVERY NOTE BY MINISTER AND GLAESER 1988
 SD0651'RECOVERED IN GOOD CONDITION.
 SD0651
 SD0651                          STATION RECOVERY (1997)
 SD0651
 SD0651'RECOVERY NOTE BY WASHINGTON DEPARTMENT OF ECOLOGY 1997 (RCD)
 SD0651'RECOVERED AS DESCRIBED.  YELLOW CROSS IS NOW A NICE SHADE OF BROWN.
 SD0651'STATION IS RECESSED IN THE GROUND ABOUT 30 CM.
 SD0651
 SD0651                          STATION RECOVERY (1998)
 SD0651
 SD0651'RECOVERY NOTE BY WA STATE DEPT ECOLOGY 1998 (RCD)
 SD0651'RECOVERED AS DESCRIBED.  CROSS CONSTRUCTED FROM 8 INCH STEEL PIPE IS
 SD0651'NOW A NICE SHADE OF BROWN.  STATION IS RECESSED IN THE GROUND ABOUT 30
 SD0651'CM AND IS DUE SOUTH (MAGNETIC) OF THE CROSS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SD0664 ***********************************************************************
 SD0664  DESIGNATION -  EAST JETTY RESET
 SD0664  PID         -  SD0664
 SD0664  STATE/COUNTY-  OR/CLATSOP
 SD0664  USGS QUAD   -  CLATSOP SPIT (1984)
 SD0664
 SD0664                         *CURRENT SURVEY CONTROL
 SD0664  ___________________________________________________________________
 SD0664* NAD 83(1991)-  46 13 31.00792(N)    124 00 31.49174(W)     ADJUSTED  
 SD0664* NAVD 88     -        10.     (meters)      33.     (feet)  SCALED    
 SD0664  ___________________________________________________________________
 SD0664  LAPLACE CORR-          13.74  (seconds)                    DEFLEC99
 SD0664  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 SD0664  HORZ ORDER  -  SECOND
 SD0664
 SD0664.The horizontal coordinates were established by classical geodetic methods
 SD0664.and adjusted by the National Geodetic Survey in October 1991.
 SD0664
 SD0664.The orthometric height was scaled from a topographic map.
 SD0664
 SD0664.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0664
 SD0664.The geoid height was determined by GEOID03.
 SD0664
 SD0664;                    North         East     Units Scale Factor Converg.
 SD0664;SPC OR N     -   290,213.745 2,229,373.470   MT  1.00006512   -2 29 18.1
 SD0664;SPC OR N     -   952,144.83  7,314,217.42   iFT  1.00006512   -2 29 18.1
 SD0664;SPC WA S     -   105,158.813   229,413.075   MT  0.99993421   -2 32 55.5
 SD0664;SPC WA S     -   345,008.54    752,666.06   sFT  0.99993421   -2 32 55.5
 SD0664;UTM  10      - 5,119,572.634   422,208.103   MT  0.99967439   -0 43 42.3
 SD0664
 SD0664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SD0664!SPC OR N     -   1.00000221  x   1.00006512  =   1.00006733
 SD0664!SPC WA S     -   1.00000221  x   0.99993421  =   0.99993642
 SD0664!UTM  10      -   1.00000221  x   0.99967439  =   0.99967660
 SD0664
 SD0664:                Primary Azimuth Mark                     Grid Az
 SD0664:SPC OR N     -  SAND ISLAND DIKE LOWER LIGHT             003 27 01.8
 SD0664:SPC WA S     -  SAND ISLAND DIKE LOWER LIGHT             003 30 39.2
 SD0664:UTM  10      -  SAND ISLAND DIKE LOWER LIGHT             001 41 26.0
 SD0664
 SD0664|---------------------------------------------------------------------|
 SD0664| PID    Reference Object                     Distance      Geod. Az  |
 SD0664|                                                           dddmmss.s |
 SD0664| SD0573 SAND ISLAND DIKE LOWER LIGHT        APPROX. 3.9 KM 0005743.7 |
 SD0664| SC2269 SAND ISLAND DIKE MIDDLE LIGHT       APPROX. 3.9 KM 0153050.8 |
 SD0664| SC2308 SAND ISLAND DIKE LIGHT              APPROX. 4.0 KM 0310028.4 |
 SD0664| SC2256 SAND ISLAND WATER TANK              APPROX. 4.9 KM 0321802.8 |
 SD0664| DD9653 EAST JETTY RM 1                      19.076 METERS 05607     |
 SD0664| SD0652 YELLOW IRON CROSS                    23.601 METERS 05618     |
 SD0664| SC2142 CHINOOK DIKE LIGHT                  APPROX. 5.1 KM 0573527.2 |
 SD0664| SC2184 MC GOWAN CHURCH SPIRE               APPROX. 8.0 KM 0723445.3 |
 SD0664| SC2226 DESDEMONA SANDS LH NEW              APPROX. 4.1 KM 0900638.3 |
 SD0664| SC2171 FORT STEVENS WHARF RED LIGHT        APPROX. 4.8 KM 1132303.0 |
 SD0664| SC2148 FTR STEVENS HIGHEST 1913            APPROX. 4.8 KM 1301945.0 |
 SD0664| SD0663 TANK TOWER BEACON                    23.067 METERS 25127     |
 SD0664| SD0666 CLATSOP SPIT CON TR ROOF SPIKE      329.589 METERS 28638     |
 SD0664| SD0668 POST EST FOR SEARCH CONT LT         218.302 METERS 29030     |
 SD0664| SD0595 CAPE DISAPPOINTMENT LH              APPROX. 6.5 KM 3291436.5 |
 SD0664| DD9652 EAST JETTY RM                        12.838 METERS 33115     |
 SD0664|---------------------------------------------------------------------|
 SD0664
 SD0664                          SUPERSEDED SURVEY CONTROL
 SD0664
 SD0664  NAD 83(1986)-  46 13 31.01590(N)    124 00 31.46571(W) AD(       ) 2
 SD0664  NAD 27      -  46 13 31.65255(N)    124 00 26.92778(W) AD(       ) 2
 SD0664
 SD0664.Superseded values are not recommended for survey control.
 SD0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0664.See file dsdata.txt to determine how the superseded data were derived.
 SD0664
 SD0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2220819573(NAD 83)
 SD0664_MARKER: Z = SEE DESCRIPTION
 SD0664_SETTING: 0 = UNSPECIFIED SETTING
 SD0664
 SD0664  HISTORY     - Date     Condition        Report By
 SD0664  HISTORY     - 1926     MONUMENTED       CGS
 SD0664  HISTORY     - 1935     SEE DESCRIPTION  CGS
 SD0664  HISTORY     - 1942     SEE DESCRIPTION  CGS
 SD0664  HISTORY     - 1956     SEE DESCRIPTION  CGS
 SD0664  HISTORY     - 1957     SEE DESCRIPTION  CGS
 SD0664
 SD0664                          STATION DESCRIPTION
 SD0664
 SD0664'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (LGS)
 SD0664'STATION IS NEAR THE N END OF CLATSOP SPIT ON THE N SIDE OF THE
 SD0664'JETTY, NEAR WHERE THE JETTY LEAVES THE E SIDE OF THE SPIT.  THE
 SD0664'STATION IS ON A GRASS-COVERED SAND RIDGE 23 METERS E OF (TANK) A
 SD0664'TALL TOWER BEACON.
 SD0664'
 SD0664'THE STATION IS MARKED BY A STANDARD DISK SET IN THE TOP OF A
 SD0664'5-INCH SOIL PIPE 5 FEET LONG FILLED WITH CONCRETE AND SET IN THE
 SD0664'GROUND 4-1/2 FEET, PROJECTING 6 INCHES ABOVE THE GROUND.
 SD0664'
 SD0664'THE REFERENCE MARK IS A 2-INCH SOIL PIPE 5 FEET LONG FILLED WITH
 SD0664'CONCRETE AND A NAIL IN THE CENTER, PROJECTING 12 INCHES ABOVE
 SD0664'THE SURFACE.
 SD0664'
 SD0664'IT IS UNCERTAIN WHETHER THE DISTANCE GIVEN ABOVE IS IN FEET
 SD0664'OR METERS.
 SD0664'
 SD0664'HEIGHT OF SIGNAL ABOVE STATION MARK - 3 METERS.
 SD0664
 SD0664                          STATION RECOVERY (1935)
 SD0664
 SD0664'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RWK)
 SD0664'THE STATION IS LOCATED ON THE N END OF CLATSOP SPIT NEAR THE N
 SD0664'SIDE OF THE JETTY WHERE IT LEAVES THE E SIDE OF THE SPIT.  IT IS
 SD0664'ON A GRASS-COVERED SAND DUNE ABOUT 23 METERS E OF A TALL BEACON.
 SD0664'
 SD0664'THE ORIGINAL STATION MARK WAS RECOVERED BUT AS IT WAS ABOUT
 SD0664'3 FEET BELOW THE PRESENT SURFACE A NEW SURFACE MARK WAS PUT SO
 SD0664'THAT IT WAS LEVEL WITH PRESENT SURFACE.  THE PRESENT STATION MARK
 SD0664'IS SET IN A 12- BY 12-INCH CONCRETE BLOCK.
 SD0664
 SD0664                          STATION RECOVERY (1942)
 SD0664
 SD0664'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (JCP)
 SD0664'STATION AND MARKS RECOVERED AS DESCRIBED.
 SD0664'
 SD0664'STATION MARK IS A DISK SET IN THE TOP OF A SQUARE CONCRETE POST
 SD0664'FLUSH WITH THE GROUND.  IT IS STAMPED E JETTY 1926 1935.
 SD0664'
 SD0664'REFERENCE MARK 1 IS NE.  A BRONZE DISK SET IN THE TOP OF A SQUARE
 SD0664'CONCRETE POST FLUSH WITH THE GROUND.  DISK IS STAMPED E JETTY
 SD0664'NO 1 1935.
 SD0664
 SD0664                          STATION RECOVERY (1956)
 SD0664
 SD0664'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (FN)
 SD0664'A THOROUGH SEARCH WAS MADE FOR THE STATION AND REFERENCE MARKS
 SD0664'BUT THEY COULD NOT BE FOUND.  A NEW STATION EAST JETTY 2 1956
 SD0664'WAS ESTABLISHED IN THE AREA.
 SD0664
 SD0664                          STATION RECOVERY (1957)
 SD0664
 SD0664'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (VRS)
 SD0664'STATION LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1420 ***********************************************************************
 SC1420  DESIGNATION -  EAST RAINIER
 SC1420  PID         -  SC1420
 SC1420  STATE/COUNTY-  OR/COLUMBIA
 SC1420  USGS QUAD   -  RAINIER (1990)
 SC1420
 SC1420                         *CURRENT SURVEY CONTROL
 SC1420  ___________________________________________________________________
 SC1420* NAD 83(1991)-  46 05 12.71994(N)    122 55 31.16655(W)     ADJUSTED  
 SC1420* NAVD 88     -        37.     (meters)     121.     (feet)  SCALED    
 SC1420  ___________________________________________________________________
 SC1420  LAPLACE CORR-          -4.11  (seconds)                    DEFLEC99
 SC1420  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 SC1420  HORZ ORDER  -  SECOND
 SC1420
 SC1420.The horizontal coordinates were established by classical geodetic methods
 SC1420.and adjusted by the National Geodetic Survey in October 1991.
 SC1420
 SC1420.The orthometric height was scaled from a topographic map.
 SC1420
 SC1420.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1420
 SC1420.The geoid height was determined by GEOID03.
 SC1420
 SC1420;                    North         East     Units Scale Factor Converg.
 SC1420;SPC OR N     -   271,765.649 2,312,444.428   MT  1.00002325   -1 43 12.0
 SC1420;SPC OR N     -   891,619.58  7,586,759.93   iFT  1.00002325   -1 43 12.0
 SC1420;SPC WA S     -    86,638.580   312,459.145   MT  0.99995217   -1 45 42.3
 SC1420;SPC WA S     -   284,246.74  1,025,126.38   sFT  0.99995217   -1 45 42.3
 SC1420;UTM  10      - 5,103,701.756   505,773.277   MT  0.99960041   +0 03 13.7
 SC1420
 SC1420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1420!SPC OR N     -   0.99999759  x   1.00002325  =   1.00002084
 SC1420!SPC WA S     -   0.99999759  x   0.99995217  =   0.99994976
 SC1420!UTM  10      -   0.99999759  x   0.99960041  =   0.99959800
 SC1420
 SC1420:                Primary Azimuth Mark                     Grid Az
 SC1420:SPC OR N     -  LONGVIEW FIBRE CO TANK                   011 06 44.6
 SC1420:SPC WA S     -  LONGVIEW FIBRE CO TANK                   011 09 14.9
 SC1420:UTM  10      -  LONGVIEW FIBRE CO TANK                   009 20 18.9
 SC1420
 SC1420|---------------------------------------------------------------------|
 SC1420| PID    Reference Object                     Distance      Geod. Az  |
 SC1420|                                                           dddmmss.s |
 SC1420| SC1418 LONGVIEW FIBRE CO TANK              APPROX. 1.8 KM 0092332.6 |
 SC1420| SC1417 LONGVIEW FIBRE CO STACK             APPROX. 1.8 KM 0092432.6 |
 SC1420| SC1414 RAINIER BAR LIGHT                   APPROX. 0.7 KM 0273631.5 |
 SC1420| SC1410 DIKE 44.6 WEST END DOLPHIN          APPROX. 0.9 KM 0480907.2 |
 SC1420| SC1454 COWLITZ RIVER HWY BRIDGE POLE       APPROX. 3.4 KM 0503904.8 |
 SC1420| SC1389 RAINIER BAR LOW DIKE E END LT       APPROX. 1.3 KM 0554303.3 |
 SC1420| SC1392 DIKE 44.2 EAST END DOLPHIN          APPROX. 1.8 KM 0794140.1 |
 SC1420| SC1403 RAINIER BAR UP DIKE BCN REFLEC      APPROX. 1.3 KM 0821651.8 |
 SC1420| CE3089 EAST RAINIER RM 1                     8.488 METERS 14649     |
 SC1420| CE3090 EAST RAINIER RM 2                     5.415 METERS 21835     |
 SC1420| SC1451 BRO 1937                            APPROX. 3.5 KM 3074944.9 |
 SC1420| SC1422 LONGVIEW LONG BELL LUMBER CO        APPROX. 2.3 KM 3553909.1 |
 SC1420|---------------------------------------------------------------------|
 SC1420
 SC1420                          SUPERSEDED SURVEY CONTROL
 SC1420
 SC1420  NAD 83(1986)-  46 05 12.73630(N)    122 55 31.16288(W) AD(       ) 2
 SC1420  NAD 27      -  46 05 13.32868(N)    122 55 26.76650(W) AD(       ) 2
 SC1420
 SC1420.Superseded values are not recommended for survey control.
 SC1420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1420.See file dsdata.txt to determine how the superseded data were derived.
 SC1420
 SC1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES0577303702(NAD 83)
 SC1420_MARKER: Z = SEE DESCRIPTION
 SC1420_SETTING: 0 = UNSPECIFIED SETTING
 SC1420
 SC1420  HISTORY     - Date     Condition        Report By
 SC1420  HISTORY     - 1937     MONUMENTED       CGS
 SC1420  HISTORY     - 20060207 MARK NOT FOUND   USPSQD
 SC1420
 SC1420                          STATION DESCRIPTION
 SC1420
 SC1420'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (RWK)
 SC1420'STATION IS IMMEDIATELY E OF THE TOWN OF RAINIER, ABOUT 100 METERS
 SC1420'S OF THE RIVER BANK AND 130 METERS W OF A SHINGLE MILL, ABOVE
 SC1420'AND ABOUT 3 METERS FROM THE EDGE OF A STEEP HIGHWAY CUT.
 SC1420'
 SC1420'SURFACE MARK IS A STANDARD DISK STAMPED EAST RAINIER 1937,
 SC1420'CEMENTED INTO A 5-FOOT SECTION OF 4-INCH CAST-IRON SOIL PIPE, AND
 SC1420'PROJECTING ABOUT 6 INCHES ABOVE THE GROUND.  THE REFERENCE MARKS
 SC1420'WERE SIMILARLY MARKED.
 SC1420'
 SC1420'UNDERGROUND MARK IS A BLOCK OF CONCRETE BELOW THE GROUND
 SC1420'CONTAINING A STANDARD BRONZE DISK AS DESCRIBED IN NOTE 7A.
 SC1420
 SC1420                          STATION RECOVERY (2006)
 SC1420
 SC1420'RECOVERY NOTE BY US POWER SQUADRON 2006
 SC1420'MANY CHANGES TO THE HIGHWAY AT THIS LOCATION INCLUDING NEW CONCRETE
 SC1420'GUARDRAILS. SHINGLE MILL HAS BEEN GONE FOR 35 YEARS
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2623 ***********************************************************************
 RD2623  DESIGNATION -  EAST SELLWOOD
 RD2623  PID         -  RD2623
 RD2623  STATE/COUNTY-  OR/MULTNOMAH
 RD2623  USGS QUAD   -  LAKE OSWEGO (1984)
 RD2623
 RD2623                         *CURRENT SURVEY CONTROL
 RD2623  ___________________________________________________________________
 RD2623* NAD 83(1991)-  45 27 51.72294(N)    122 39 52.06983(W)     ADJUSTED  
 RD2623* NAVD 88     -        34.70   (+/-2cm)     113.8    (feet)  VERTCON   
 RD2623  ___________________________________________________________________
 RD2623  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 RD2623  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 RD2623  HORZ ORDER  -  SECOND
 RD2623  VERT ORDER  -  THIRD ? (See Below)
 RD2623
 RD2623.The horizontal coordinates were established by classical geodetic methods
 RD2623.and adjusted by the National Geodetic Survey in October 1991.
 RD2623
 RD2623.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD2623.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD2623.The vertical order pertains to the NGVD 29 superseded value.
 RD2623
 RD2623.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2623
 RD2623.The geoid height was determined by GEOID03.
 RD2623
 RD2623;                    North         East     Units Scale Factor Converg.
 RD2623;SPC OR N     -   202,031.644 2,330,758.866   MT  0.99990787   -1 32 06.0
 RD2623;SPC OR N     -   662,833.48  7,646,846.67   iFT  0.99990787   -1 32 06.0
 RD2623;UTM  10      - 5,034,592.597   526,230.894   MT  0.99960846   +0 14 21.0
 RD2623
 RD2623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2623!SPC OR N     -   0.99999813  x   0.99990787  =   0.99990601
 RD2623!UTM  10      -   0.99999813  x   0.99960846  =   0.99960660
 RD2623
 RD2623:                Primary Azimuth Mark                     Grid Az
 RD2623:SPC OR N     -  MILWAUKIE WAVERLY CLUB FLAG              152 48 27.4
 RD2623:UTM  10      -  MILWAUKIE WAVERLY CLUB FLAG              151 02 00.4
 RD2623
 RD2623|---------------------------------------------------------------------|
 RD2623| PID    Reference Object                     Distance      Geod. Az  |
 RD2623|                                                           dddmmss.s |
 RD2623| RD2592 MILWAUKIE WAVERLY CLUB FLAG         APPROX. 1.9 KM 1511621.4 |
 RD2623| RD2618 CUB                                 APPROX. 1.8 KM 1615232.5 |
 RD2623| RD2566 HLM 2                               474.293 METERS 1983146.4 |
 RD2623| RD2633 SELLWOOD WEST                        91.575 METERS 27004     |
 RD2623| RD2580 HLM 3                               272.433 METERS 28329     |
 RD2623| RD2589 SELL                                376.812 METERS 29932     |
 RD2623|---------------------------------------------------------------------|
 RD2623
 RD2623                          SUPERSEDED SURVEY CONTROL
 RD2623
 RD2623  NAD 83(1986)-  45 27 51.74221(N)    122 39 52.07638(W) AD(       ) 2
 RD2623  NAD 27      -  45 27 52.31552(N)    122 39 47.73404(W) AD(       ) 2
 RD2623  NGVD 29 (07/19/86)   33.64   (m)          110.4    (f) LEVELING    3  
 RD2623
 RD2623.Superseded values are not recommended for survey control.
 RD2623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2623.See file dsdata.txt to determine how the superseded data were derived.
 RD2623
 RD2623_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER2623134593(NAD 83)
 RD2623_MARKER: Z = SEE DESCRIPTION
 RD2623_SETTING: 0 = UNSPECIFIED SETTING
 RD2623_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD2623_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD2623+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2008
 RD2623
 RD2623  HISTORY     - Date     Condition        Report By
 RD2623  HISTORY     - 1962     MONUMENTED       CGS
 RD2623  HISTORY     - 1972     SEE DESCRIPTION  NGS
 RD2623  HISTORY     - 1988     GOOD             USPSQD
 RD2623  HISTORY     - 19940219 GOOD             USPSQD
 RD2623  HISTORY     - 20020517 GOOD             USPSQD
 RD2623  HISTORY     - 20050828 GOOD             USPSQD
 RD2623  HISTORY     - 20081024 GOOD             USACE
 RD2623
 RD2623                          STATION DESCRIPTION
 RD2623
 RD2623'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 RD2623'THE STATION IS IN SOUTHWEST PORTLAND, BETWEEN THE TENTH AND
 RD2623'ELEVENTH LIGHT POLE FROM THE EAST END OF THE SELLWOOD BRIDGE.
 RD2623'
 RD2623'THE STATION MARK, STAMPED EAST SELLWOOD 1962, IS A STANDARD
 RD2623'DISK CEMENTED IN A DRILL HOLE IN THE SIDEWALK ON THE NORTH SIDE
 RD2623'OF THE BRIDGE.  IT IS 56 FEET EAST OF A LIGHT POLE, 35 FEET WEST
 RD2623'OF A LIGHT POLE, 2-1/2 FEET SOUTH OF THE NORTH EDGE OF THE
 RD2623'SIDEWALK AND 2 FEET NORTH OF THE SOUTH EDGE OF THE SIDEWALK.
 RD2623'
 RD2623'THERE WERE NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.
 RD2623'
 RD2623'TRAVERSE STATION CUB MAY BE USED FOR THE AZIMUTH MARK.  SEE
 RD2623'DESCRIPTION THEREOF.
 RD2623
 RD2623                          STATION RECOVERY (1972)
 RD2623
 RD2623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LDF)
 RD2623'THE STATION WAS RECOVERED AS DESCRIBED BY N. E. SYLAR IN 1962
 RD2623'AND WAS FOUND IN GOOD CONDITION.  THE TO REACH IS ADEQUATE.
 RD2623'
 RD2623'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RD2623'IN THE SOUTHWEST SECTION OF PORTLAND.
 RD2623
 RD2623                          STATION RECOVERY (1988)
 RD2623
 RD2623'RECOVERY NOTE BY US POWER SQUADRON 1988 (KRN)
 RD2623'RECOVERED IN GOOD CONDITION.
 RD2623
 RD2623                          STATION RECOVERY (1994)
 RD2623
 RD2623'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD2623'RECOVERED IN GOOD CONDITION.
 RD2623
 RD2623                          STATION RECOVERY (2002)
 RD2623
 RD2623'RECOVERY NOTE BY US POWER SQUADRON 2002 (DC)
 RD2623'RECOVERED IN GOOD CONDITION.
 RD2623
 RD2623                          STATION RECOVERY (2005)
 RD2623
 RD2623'RECOVERY NOTE BY US POWER SQUADRON 2005 (JJJ)
 RD2623'RECOVERED IN GOOD CONDITION.
 RD2623
 RD2623                          STATION RECOVERY (2008)
 RD2623
 RD2623'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2008 (JAK)
 RD2623'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC1013 ***********************************************************************
 QC1013  DESIGNATION -  EAST WOLF MTN LOOKOUT TREE
 QC1013  PID         -  QC1013
 QC1013  STATE/COUNTY-  OR/WHEELER
 QC1013  USGS QUAD   -  WOLF MOUNTAIN (1992)
 QC1013
 QC1013                         *CURRENT SURVEY CONTROL
 QC1013  ___________________________________________________________________
 QC1013* NAD 83(1991)-  44 19 35.91518(N)    119 42 23.79045(W)     ADJUSTED  
 QC1013* NAVD 88     -              **(meters)            **(feet)            
 QC1013  ___________________________________________________________________
 QC1013  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 QC1013  GEOID HEIGHT-         -18.61  (meters)                     GEOID03
 QC1013  HORZ ORDER  -  THIRD
 QC1013
 QC1013.The horizontal coordinates were established by classical geodetic methods
 QC1013.and adjusted by the National Geodetic Survey in October 1991.
 QC1013
 QC1013
 QC1013.The Laplace correction was computed from DEFLEC99 derived deflections.
 QC1013
 QC1013.The geoid height was determined by GEOID03.
 QC1013
 QC1013;                    North         East     Units Scale Factor Converg.
 QC1013;SPC OR N     -    73,650.009 2,563,283.849   MT  1.00000169   +0 33 45.6
 QC1013;SPC OR N     -   241,633.89  8,409,723.91   iFT  1.00000169   +0 33 45.6
 QC1013;SPC OR S     -   295,800.274 1,563,290.108   MT  1.00009947   +0 32 34.1
 QC1013;SPC OR S     -   970,473.34  5,128,904.55   iFT  1.00009947   +0 32 34.1
 QC1013;UTM  11      - 4,911,716.488   284,192.132   MT  1.00017280   -1 53 31.1
 QC1013
 QC1013                          SUPERSEDED SURVEY CONTROL
 QC1013
 QC1013  NAD 83(1986)-  44 19 35.92235(N)    119 42 23.78583(W) AD(       ) 4
 QC1013  NAD 27      -  44 19 36.40600(N)    119 42 19.86700(W) AD(       ) 3
 QC1013
 QC1013.Superseded values are not recommended for survey control.
 QC1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC1013.See file dsdata.txt to determine how the superseded data were derived.
 QC1013
 QC1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKK8419211716(NAD 83)
 QC1013
 QC1013  HISTORY     - Date     Condition        Report By
 QC1013  HISTORY     - 1933     MONUMENTED       USGS
 QC1013  HISTORY     - 1935     SEE DESCRIPTION  USFS
 QC1013
 QC1013                          STATION DESCRIPTION
 QC1013
 QC1013'DESCRIBED BY US FOREST SERVICE 1935
 QC1013'THIS INTERSECTED STATION IS THE CENTER OF THE U.S. FOREST SERVICE
 QC1013'LOOKOUT IN A TALL TREE, NEAR THE EASTERLY END OF WOLF MOUNTAIN,
 QC1013'AT AN ELEVATION OF ABOUT 6375 FEET.  THERE IS A TRUCK ROAD TO
 QC1013'THE LOOKOUT.  IN 1935 IT WAS REPORTED THAT A VERTICAL ANGLE
 QC1013'BENCH MARK OF THE U.S.G.S., CONSISTING OF A DISK STAMPED 6672
 QC1013'1932 AND CEMENTED IN ROCK, WAS 132 FEET FROM THE CENTER OF THE
 QC1013'LOOKOUT IN AZIMUTH 248 DEG.
 QC1013'
 QC1013'DAYVILLE QUADRANGLE.
 QC1013'
 QC1013'CUT FROM SPANISH, FIELDS AND SNOW.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2262 ***********************************************************************
 RC2262  DESIGNATION -  EAST ZIGZAG MOUNTAIN LOH
 RC2262  PID         -  RC2262
 RC2262  STATE/COUNTY-  OR/CLACKAMAS
 RC2262  USGS QUAD   -  GOVERNMENT CAMP (1980)
 RC2262
 RC2262                         *CURRENT SURVEY CONTROL
 RC2262  ___________________________________________________________________
 RC2262* NAD 83(1991)-  45 21 02.38037(N)    121 48 55.41457(W)     ADJUSTED  
 RC2262* NAVD 88     -      1519.0    (meters)    4984.     (feet)  VERTCON   
 RC2262  ___________________________________________________________________
 RC2262  LAPLACE CORR-           9.55  (seconds)                    DEFLEC99
 RC2262  GEOID HEIGHT-         -21.02  (meters)                     GEOID03
 RC2262  HORZ ORDER  -  THIRD
 RC2262
 RC2262.The horizontal coordinates were established by classical geodetic methods
 RC2262.and adjusted by the National Geodetic Survey in October 1991.
 RC2262
 RC2262.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC2262.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC2262
 RC2262.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2262
 RC2262.The geoid height was determined by GEOID03.
 RC2262
 RC2262;                    North         East     Units Scale Factor Converg.
 RC2262;SPC OR N     -   187,967.423 2,396,934.905   MT  0.99989961   -0 55 58.3
 RC2262;SPC OR N     -   616,691.02  7,863,959.66   iFT  0.99989961   -0 55 58.3
 RC2262;UTM  10      - 5,022,588.111   592,793.836   MT  0.99970587   +0 50 34.1
 RC2262
 RC2262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2262!SPC OR N     -   0.99976520  x   0.99989961  =   0.99966483
 RC2262!UTM  10      -   0.99976520  x   0.99970587  =   0.99947114
 RC2262
 RC2262                          SUPERSEDED SURVEY CONTROL
 RC2262
 RC2262  NAD 83(1986)-  45 21 02.39650(N)    121 48 55.42793(W) AD(       ) 4
 RC2262  NAD 27      -  45 21 02.96900(N)    121 48 51.16600(W) AD(       ) 3
 RC2262  NGVD 29 (07/19/86) 1517.9    (m)         4980.     (f) VERT ANG    3  
 RC2262
 RC2262.Superseded values are not recommended for survey control.
 RC2262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2262.See file dsdata.txt to determine how the superseded data were derived.
 RC2262
 RC2262_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER9279422588(NAD 83)
 RC2262
 RC2262  HISTORY     - Date     Condition        Report By
 RC2262  HISTORY     - 1947     MONUMENTED       CGS
 RC2262  HISTORY     - 1953     SEE DESCRIPTION  CGS
 RC2262  HISTORY     - 1970     SEE DESCRIPTION  NGS
 RC2262
 RC2262                          STATION DESCRIPTION
 RC2262
 RC2262'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (WRH)
 RC2262'THE STATION IS THE CENTER OF THE FOREST SERVICE LOOKOUT HOUSE
 RC2262'WHICH IS LOCATED ON THE SUMMIT OF ZIG ZAG EAST IN THE MOUNT HOOD
 RC2262'NATIONAL FOREST.  IT IS LOCATED ABOUT 6 MILES SOUTHWEST OF THE
 RC2262'SUMMIT OF MOUNT HOOD, ABOUT 4 MILES NORTHWEST OF GOVERNMENT CAMP
 RC2262'AND ABOUT 3 MILES WEST OF THE WEST BOUNDARY OF THE MOUNT HOOD
 RC2262'NATIONAL PARK.  THE LOOKOUT HOUSE IS ABOUT 15 FEET IN HEIGHT AND
 RC2262'HAS A PEAKED ROOF.
 RC2262
 RC2262                          STATION RECOVERY (1953)
 RC2262
 RC2262'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LGT)
 RC2262'THE STATION IS LOCATED ON THE EAST END OF ZIGZAG MOUNTAIN ABOUT
 RC2262'6 MILES SOUTHWEST OF MOUNT HOOD, ABOUT 6 MILES EAST OF ZIGZAG
 RC2262'AND ABOUT 4 MILES NORTHWEST OF GOVERNMENT CAMP.  IT IS IN THE MOUNT
 RC2262'HOOD NATIONAL FOREST.
 RC2262'
 RC2262'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION ZIGZAG
 RC2262'1953, DISTANCE BEING 23.29 FEET, 7.098 METERS EAST OF STATION
 RC2262'ZIGZAG.
 RC2262'
 RC2262'THE STATION IS THE CENTER OF THE U.S. FOREST SERVICE LOOKOUT
 RC2262'HOUSE WHICH IS A ONE ROOM FRAME STRUCTURE, GRAY IN COLOR,
 RC2262'13-1/2 X 13 1/2-FEET AT THE BASE AND IS 13 FEET HIGH.
 RC2262'
 RC2262'NOTE--THIS WAS AN INTERSECTION STATION IN 1947.
 RC2262
 RC2262                          STATION RECOVERY (1970)
 RC2262
 RC2262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 RC2262'THE STATION HAS BEEN DESTROYED PRIOR TO JULY 1970.
 RC2262'
 RC2262'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RC2262'5 MILES NORTHEAST OF RHODODENDRON.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2263 ***********************************************************************
 RC2263  DESIGNATION -  EAST ZIGZAG MOUNTAIN FP
 RC2263  PID         -  RC2263
 RC2263  STATE/COUNTY-  OR/CLACKAMAS
 RC2263  USGS QUAD   -  GOVERNMENT CAMP (1980)
 RC2263
 RC2263                         *CURRENT SURVEY CONTROL
 RC2263  ___________________________________________________________________
 RC2263* NAD 83(1991)-  45 21 02.46143(N)    121 48 55.82228(W)     ADJUSTED  
 RC2263* NAVD 88     -      1516.     (meters)    4974.     (feet)  SCALED    
 RC2263  ___________________________________________________________________
 RC2263  LAPLACE CORR-           9.54  (seconds)                    DEFLEC99
 RC2263  GEOID HEIGHT-         -21.02  (meters)                     GEOID03
 RC2263  HORZ ORDER  -  THIRD
 RC2263
 RC2263.The horizontal coordinates were established by classical geodetic methods
 RC2263.and adjusted by the National Geodetic Survey in October 1991.
 RC2263
 RC2263.The orthometric height was scaled from a topographic map.
 RC2263
 RC2263.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2263
 RC2263.The geoid height was determined by GEOID03.
 RC2263
 RC2263;                    North         East     Units Scale Factor Converg.
 RC2263;SPC OR N     -   187,970.069 2,396,926.072   MT  0.99989961   -0 55 58.6
 RC2263;SPC OR N     -   616,699.70  7,863,930.68   iFT  0.99989961   -0 55 58.6
 RC2263;UTM  10      - 5,022,590.482   592,784.928   MT  0.99970585   +0 50 33.8
 RC2263
 RC2263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2263!SPC OR N     -   0.99976565  x   0.99989961  =   0.99966529
 RC2263!UTM  10      -   0.99976565  x   0.99970585  =   0.99947157
 RC2263
 RC2263                          SUPERSEDED SURVEY CONTROL
 RC2263
 RC2263  NAD 83(1986)-  45 21 02.47724(N)    121 48 55.83585(W) AD(       ) 4
 RC2263  NAD 27      -  45 21 03.05000(N)    121 48 51.57400(W) AD(       ) 3
 RC2263
 RC2263.Superseded values are not recommended for survey control.
 RC2263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2263.See file dsdata.txt to determine how the superseded data were derived.
 RC2263
 RC2263_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER9278522590(NAD 83)
 RC2263
 RC2263  HISTORY     - Date     Condition        Report By
 RC2263  HISTORY     - 1953     MONUMENTED       CGS
 RC2263
 RC2263                          STATION DESCRIPTION
 RC2263
 RC2263'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RC2263'SEE STATION ZIGZAG
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2015 ***********************************************************************
 RC2015  DESIGNATION -  EASY
 RC2015  PID         -  RC2015
 RC2015  STATE/COUNTY-  OR/CLACKAMAS
 RC2015  USGS QUAD   -  MOUNT HOOD SOUTH (1980)
 RC2015
 RC2015                         *CURRENT SURVEY CONTROL
 RC2015  ___________________________________________________________________
 RC2015* NAD 83(2007)-  45 17 01.34680(N)    121 42 26.79195(W)     NO CHECK  
 RC2015* NAVD 88     -      1120.4    (meters)    3676.     (feet)  VERTCON   
 RC2015  ___________________________________________________________________
 RC2015  EPOCH DATE  -        2007.00
 RC2015  X           -  -2,363,025.026 (meters)                     COMP
 RC2015  Y           -  -3,824,952.208 (meters)                     COMP
 RC2015  Z           -   4,510,369.307 (meters)                     COMP
 RC2015  LAPLACE CORR-           5.51  (seconds)                    DEFLEC99
 RC2015  ELLIP HEIGHT-        1099.527 (meters)          (02/10/07) NO CHECK
 RC2015  GEOID HEIGHT-         -20.76  (meters)                     GEOID03
 RC2015
 RC2015  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 RC2015  Type    PID    Designation                      North   East  Ellip
 RC2015  -------------------------------------------------------------------
 RC2015  NETWORK RC2015 EASY                              3.61   7.13  19.89
 RC2015  -------------------------------------------------------------------
 RC2015
 RC2015.The horizontal coordinates were established by GPS observations
 RC2015.and adjusted by the National Geodetic Survey in February 2007.
 RC2015
 RC2015.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 RC2015.See www.ngs.noaa.gov/NationalReadjustment for more information.
 RC2015.No horizontal observational check was made to the station.
 RC2015.The horizontal coordinates are valid at the epoch date displayed above.
 RC2015.The epoch date for horizontal control is a decimal equivalence
 RC2015.of Year/Month/Day.
 RC2015
 RC2015.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC2015.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC2015
 RC2015.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RC2015
 RC2015.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2015
 RC2015.The ellipsoidal height was determined by GPS observations
 RC2015.and is referenced to NAD 83.
 RC2015
 RC2015.The geoid height was determined by GEOID03.
 RC2015
 RC2015;                    North         East     Units Scale Factor Converg.
 RC2015;SPC OR N     -   180,395.844 2,405,281.325   MT  0.99989659   -0 51 22.7
 RC2015;SPC OR N     -   591,849.88  7,891,342.93   iFT  0.99989659   -0 51 22.7
 RC2015;UTM  10      - 5,015,280.066   601,369.254   MT  0.99972634   +0 55 06.8
 RC2015
 RC2015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2015!SPC OR N     -   0.99982764  x   0.99989659  =   0.99972425
 RC2015!UTM  10      -   0.99982764  x   0.99972634  =   0.99955403
 RC2015
 RC2015                          SUPERSEDED SURVEY CONTROL
 RC2015
 RC2015  NAD 83(1998)-  45 17 01.34537(N)    121 42 26.79271(W) AD(       ) 2
 RC2015  ELLIP H (07/18/02) 1099.488  (m)                       GP(       ) 4 1
 RC2015  NAD 83(1991)-  45 17 01.34316(N)    121 42 26.79143(W) AD(       ) 2
 RC2015  ELLIP H (10/15/91) 1099.670  (m)                       GP(       ) 4 1
 RC2015  NAD 83(1986)-  45 17 01.35965(N)    121 42 26.79723(W) AD(       ) 2
 RC2015  NGVD 29 (09/20/88) 1119.2    (m)         3672.     (f) GPS OBS     3  
 RC2015
 RC2015.Superseded values are not recommended for survey control.
 RC2015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2015.See file dsdata.txt to determine how the superseded data were derived.
 RC2015
 RC2015_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR0136915280(NAD 83)
 RC2015_MARKER: DH = HORIZONTAL CONTROL DISK
 RC2015_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RC2015_SP_SET: TOP OF METAL PIPE IN CONCRETE
 RC2015_MAGNETIC: P = MARKER IS A STEEL PIPE
 RC2015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC2015+STABILITY: SURFACE MOTION
 RC2015_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RC2015+SATELLITE: SATELLITE OBSERVATIONS - 1987
 RC2015
 RC2015  HISTORY     - Date     Condition        Report By
 RC2015  HISTORY     - 1987     MONUMENTED       ORHD
 RC2015
 RC2015                          STATION DESCRIPTION
 RC2015
 RC2015'DESCRIBED BY OREGON HIGHWAY DEPARTMENT 1987 (LLR)
 RC2015'THE STATION IS LOCATED ABOUT 4.8 KM (3 MILES) SOUTHEAST OF
 RC2015'GOVERNMENT CAMP.
 RC2015'
 RC2015'TO REACH FROM THE RESTSTOP AT GOVERNMENT CAMP GO EAST AND SOUTH ON
 RC2015'HIGHWAY 26 5.6 KM (3.5 MILES) TO JUNCTION WITH HIGHWAY 35.  GO EAST
 RC2015'ON HIGHWAY 35 0.8 KM (O.5 MILE) TO THE MARK ON THE RIGHT.
 RC2015'
 RC2015'THE STATION IS A STANDARD ORHD DISK
 RC2015'STAMPED---EASY 1987---,
 RC2015'BRAZED TO THE TOP OF A METAL PIPE THAT PROJECTS 10 CM ABOVE THE
 RC2015'GROUND,
 RC2015'19.8 METERS (65.0 FT) WEST-SOUTHWEST FROM A MILEPOST 58,
 RC2015'15.0 METERS (49.2 FT) SOUTH FROM THE CENTERLINE OF HIGHWAY 35 AND
 RC2015'0.7 METERS (2.3 FT) NORTH FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3480 ***********************************************************************
 RD3480  DESIGNATION -  EAT
 RD3480  PID         -  RD3480
 RD3480  STATE/COUNTY-  OR/COLUMBIA
 RD3480  USGS QUAD   -  SAUVIE ISLAND (1990)
 RD3480
 RD3480                         *CURRENT SURVEY CONTROL
 RD3480  ___________________________________________________________________
 RD3480* NAD 83(1991)-  45 44 44.63023(N)    122 46 03.80762(W)     ADJUSTED  
 RD3480* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 RD3480  ___________________________________________________________________
 RD3480  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 RD3480  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 RD3480  HORZ ORDER  -  THIRD
 RD3480
 RD3480.The horizontal coordinates were established by classical geodetic methods
 RD3480.and adjusted by the National Geodetic Survey in October 1991.
 RD3480
 RD3480.The orthometric height was scaled from a topographic map.
 RD3480
 RD3480.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3480
 RD3480.The geoid height was determined by GEOID03.
 RD3480
 RD3480;                    North         East     Units Scale Factor Converg.
 RD3480;SPC OR N     -   233,510.149 2,323,564.504   MT  0.99994529   -1 36 29.7
 RD3480;SPC OR N     -   766,109.41  7,623,243.12   iFT  0.99994529   -1 36 29.7
 RD3480;SPC WA S     -    48,375.162   323,552.283   MT  1.00002101   -1 38 50.2
 RD3480;SPC WA S     -   158,710.84  1,061,521.12   sFT  1.00002101   -1 38 50.2
 RD3480;UTM  10      - 5,065,823.283   518,067.847   MT  0.99960401   +0 09 58.9
 RD3480
 RD3480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3480!SPC OR N     -   1.00000308  x   0.99994529  =   0.99994837
 RD3480!SPC WA S     -   1.00000308  x   1.00002101  =   1.00002409
 RD3480!UTM  10      -   1.00000308  x   0.99960401  =   0.99960709
 RD3480
 RD3480:                Primary Azimuth Mark                     Grid Az
 RD3480:SPC OR N     -  WILLOW POINT                             005 48 33.2
 RD3480:SPC WA S     -  WILLOW POINT                             005 50 53.7
 RD3480:UTM  10      -  WILLOW POINT                             004 02 04.6
 RD3480
 RD3480|---------------------------------------------------------------------|
 RD3480| PID    Reference Object                     Distance      Geod. Az  |
 RD3480|                                                           dddmmss.s |
 RD3480| RD3930 WILLOW POINT                        APPROX. 1.4 KM 0041203.5 |
 RD3480| RD3924 FALES LIGHT                         APPROX. 3.3 KM 0044503.5 |
 RD3480| RD3976 WASHINGTON TREE                     APPROX. 0.9 KM 0534743.2 |
 RD3480| RD3548 WILLOW BAR REAR RANGE LIGHT         APPROX. 0.9 KM 1043454.7 |
 RD3480| RD3545 WILLOW BAR FRONT RANGE LIGHT        APPROX. 0.9 KM 1191410.2 |
 RD3480| CE2505 EAT RM 1                             21.527 METERS 27319     |
 RD3480| CE2506 EAT RM 2                             39.962 METERS 27326     |
 RD3480|---------------------------------------------------------------------|
 RD3480
 RD3480                          SUPERSEDED SURVEY CONTROL
 RD3480
 RD3480  NAD 83(1986)-  45 44 44.65007(N)    122 46 03.80690(W) AD(       ) 3
 RD3480  NAD 27      -  45 44 45.22700(N)    122 45 59.44400(W) AD(       ) 3
 RD3480
 RD3480.Superseded values are not recommended for survey control.
 RD3480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3480.See file dsdata.txt to determine how the superseded data were derived.
 RD3480
 RD3480_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1806865823(NAD 83)
 RD3480_MARKER: Z = SEE DESCRIPTION
 RD3480_SETTING: 0 = UNSPECIFIED SETTING
 RD3480
 RD3480  HISTORY     - Date     Condition        Report By
 RD3480  HISTORY     - 1937     MONUMENTED       CGS
 RD3480  HISTORY     - 1951     SEE DESCRIPTION  CGS
 RD3480
 RD3480                          STATION DESCRIPTION
 RD3480
 RD3480'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (RWK)
 RD3480'STATION IS ACROSS THE RIVER FROM KNAPP POINT, ON A LARGE SAND FLAT,
 RD3480'ABOUT 10 METERS OUTSIDE THE WILLOWS.
 RD3480'
 RD3480'STATION MARK IS A STANDARD DISK CEMENTED IN THE TOP OF A 5-FOOT
 RD3480'SECTION OF 4-INCH CAST-IRON SOIL PIPE, PROJECTING ABOUT 6 INCHES
 RD3480'ABOVE THE SURFACE.
 RD3480'
 RD3480'THE REFERENCE MARKS ARE STANDARD DISKS CEMENTED IN THE TOP OF 2
 RD3480'1/2-FOOT SECTIONS OF SIMILAR PIPE AND ARE NEARLY IN RANGE WITH THE
 RD3480'STATION AND KNAPP POINT LIGHT.
 RD3480'
 RD3480'ALL MARKS STAMPED EAT 1937.
 RD3480
 RD3480                          STATION RECOVERY (1951)
 RD3480
 RD3480'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HGC)
 RD3480'STATION IS LOCATED ABOUT 7.0 MILES DOWNSTREAM FROM THE MOUTH OF THE
 RD3480'WILLAMETTE RIVER AT KELLEY POINT AND IS DIRECTLY ACROSS THE
 RD3480'COLUMBIA RIVER FROM KNAPP POINT, ON A LARGE SAND AND MUD FLAT NOW
 RD3480'COVERED OVER WITH WILLOW GROWTH.  IT IS ABOUT 10 METERS OUTSIDE OF
 RD3480'FIRST GROWTH OF WILLOWS AND WELL INSIDE OF SECOND GROWTH OF WILLOWS,
 RD3480'AND ABOUT 26 METERS INSHORE OF NORMAL LOW-WATER LINE.  IT IS NOW
 RD3480'(1951) BURIED ABOUT 5 FEET IN SAND AND MUD.  OLD TRIANGULATION
 RD3480'OBSERVING STAND IS NOW JUST FLUSH WITH SURFACE OF SAND AND MUD AND
 RD3480'HAS A CENTER POLE OVER THE STATION WELL ANCHORED.  BOTH REFERENCE
 RD3480'MARKS ARE ALSO BURIED ABOUT 5 FEET.  SINCE THE STATION IS IN DENSE
 RD3480'GROWTH OF WILLOWS AND IS WELL BURIED THERE WERE THREE WITNESS TREES
 RD3480'TRIANGULAR-BLAZED ABOUT THE STATION, THEY ARE AS FOLLOWS--(1) AN
 RD3480'8-INCH IN DIAMETER TRIANGULAR-BLAZED WILLOW TREE W OF THE STATION IS
 RD3480'IN RANGE WITH STATION, HYDROGRAPHIC SIGNAL, AND KNAPP POINT LIGHT.
 RD3480'IT IS 6.85 METERS W OF THE STATION.  (2) WITNESS TREE, A
 RD3480'TRIANGULAR-BLAZED WILLOW TREE, THE LARGEST IN A GROUP OF 7 IS S OF
 RD3480'THE STATION.  STATION IS 2.90 METERS N OF THIS WITNESS TREE.  (3)
 RD3480'STATION IS 9.30 METERS S OF A TWIN WILLOW TREE.  THE LARGEST
 RD3480'TRIANGULAR-BLAZED.  ALL WITNESS TREES HAVE TRIANGULAR BLAZES ABOUT 5
 RD3480'FEET ABOVE PRESENT GROUND SURFACE.  (4) IT IS 9.3 METERS INSHORE OF A
 RD3480'30-FOOT HYDROGRAPHIC SIGNAL THAT WILL STAND FOR SOME FEW YEARS OR AT
 RD3480'LEAST A PORTION OF IT WOULD AND WILL AID IN FUTURE RECOVERY.
 RD3480'
 RD3480'STATION MARK IS A STANDARD DISK CEMENTED IN THE TOP OF A 5-FOOT
 RD3480'SECTION OF 4-INCH CAST-IRON SOIL PIPE.  DISK IS STAMPED EAT 1937.
 RD3480'IT IS NOW ABOUT 5 FEET UNDER THE SURFACE OF THE GROUND.
 RD3480'
 RD3480'REFERENCE MARKS ARE STANDARD DISKS CEMENTED IN THE TOPS OF 2-1/2-FOOT
 RD3480'SECTIONS OF 4-INCH CAST-IRON SOIL PIPES AND ARE NEARLY IN RANGE WITH
 RD3480'THE STATION AND KNAPP POINT LIGHT, BOTH STAMPED EAT NO 1 1937 AND
 RD3480'EAT NO 2 1937, RESPECTIVELY.  BOTH MARKS AT THIS TIME (1951) ARE
 RD3480'BURIED ABOUT 5 FEET.
 RD3480'
 RD3480'IT WAS ASSUMED THAT ALL MARKS ARE IN GOOD CONDITION AS THIS AREA
 RD3480'WAS FILLING WITH SILT RATHER THAN ERODING.
 RD3480'
 RD3480'STATION IS BEST REACHED BY BOAT.  DURING SPRING FRESHETS THIS
 RD3480'STATION WILL BE WELL UNDER WATER.
 RD3480'
 RD3480'NO CHECK MADE ON DISTANCES OR DIRECTIONS AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AA5132 ***********************************************************************
 AA5132  DESIGNATION -  EC 41085
 AA5132  PID         -  AA5132
 AA5132  STATE/COUNTY-  OR/DOUGLAS
 AA5132  USGS QUAD   -  PUMICE DESERT EAST (1985)
 AA5132
 AA5132                         *CURRENT SURVEY CONTROL
 AA5132  ___________________________________________________________________
 AA5132* NAD 83(2007)-  43 05 19.75773(N)    122 07 00.30739(W)     ADJUSTED  
 AA5132* NAVD 88     -      1766.1    (meters)    5794.     (feet)  GPS OBS   
 AA5132  ___________________________________________________________________
 AA5132  EPOCH DATE  -        2007.00
 AA5132  X           -  -2,480,922.978 (meters)                     COMP
 AA5132  Y           -  -3,952,362.575 (meters)                     COMP
 AA5132  Z           -   4,335,904.932 (meters)                     COMP
 AA5132  LAPLACE CORR-           4.19  (seconds)                    DEFLEC99
 AA5132  ELLIP HEIGHT-        1744.542 (meters)          (02/10/07) ADJUSTED
 AA5132  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 AA5132
 AA5132  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA5132  Type    PID    Designation                      North   East  Ellip
 AA5132  -------------------------------------------------------------------
 AA5132  NETWORK AA5132 EC 41085                          0.94   0.78   3.33
 AA5132  -------------------------------------------------------------------
 AA5132
 AA5132.The horizontal coordinates were established by GPS observations
 AA5132.and adjusted by the National Geodetic Survey in February 2007.
 AA5132
 AA5132.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA5132.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA5132.The horizontal coordinates are valid at the epoch date displayed above.
 AA5132.The epoch date for horizontal control is a decimal equivalence
 AA5132.of Year/Month/Day.
 AA5132
 AA5132.The orthometric height was determined by GPS observations and a
 AA5132.high-resolution geoid model.
 AA5132
 AA5132.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5132
 AA5132.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5132
 AA5132.The ellipsoidal height was determined by GPS observations
 AA5132.and is referenced to NAD 83.
 AA5132
 AA5132.The geoid height was determined by GEOID03.
 AA5132
 AA5132;                    North         East     Units Scale Factor Converg.
 AA5132;SPC OR S     -   159,246.633 1,368,380.448   MT  0.99989557   -1 06 21.9
 AA5132;SPC OR S     -   522,462.71  4,489,437.17   iFT  0.99989557   -1 06 21.9
 AA5132;UTM  10      - 4,771,056.899   571,888.493   MT  0.99966357   +0 36 12.2
 AA5132
 AA5132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5132!SPC OR S     -   0.99972649  x   0.99989557  =   0.99962209
 AA5132!UTM  10      -   0.99972649  x   0.99966357  =   0.99939015
 AA5132
 AA5132                          SUPERSEDED SURVEY CONTROL
 AA5132
 AA5132  NAD 83(1998)-  43 05 19.75645(N)    122 07 00.30791(W) AD(       ) B
 AA5132  ELLIP H (07/03/01) 1744.554  (m)                       GP(       ) 5 1
 AA5132  NAD 83(1998)-  43 05 19.75444(N)    122 07 00.30618(W) AD(       ) B
 AA5132  ELLIP H (05/25/95) 1744.715  (m)                       GP(       ) 1 1
 AA5132
 AA5132.Superseded values are not recommended for survey control.
 AA5132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5132.See file dsdata.txt to determine how the superseded data were derived.
 AA5132
 AA5132_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN7188871057(NAD 83)
 AA5132_MARKER: Z = SEE DESCRIPTION
 AA5132_SETTING: 0 = UNSPECIFIED SETTING
 AA5132_STAMPING: EC 41085 GPS 1991
 AA5132_MARK LOGO: BLM   
 AA5132_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA5132_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA5132_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5132+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AA5132
 AA5132  HISTORY     - Date     Condition        Report By
 AA5132  HISTORY     - 1991     MONUMENTED       BLM
 AA5132
 AA5132                          STATION DESCRIPTION
 AA5132
 AA5132'DESCRIBED BY BUREAU OF LAND MANAGEMENT 1991 (JLC)
 AA5132'NOTES ON ITEM 26. MONUMENT IS A 3/4 IN. DIAM. FINNED ALUMINUM ROD, 36
 AA5132'INS. LONG, SET 36 INS. IN THE GROUND AND INSIDE A 6 IN. DIAM. PVC
 AA5132'PIPE, 24 INS. LONG, SET 24 INS. IN THE GROUND AND FILLED WITH SAND.
 AA5132'WITH A 3 1/4 IN. DIAM. ALUMINUM CAP AFFIXED TO TOP OF ROD. STATION IS
 AA5132'LOCATED IN THE MEDIAN TRIANGLE AT THE INTERSECTION OF STATE HIGHWAY
 AA5132'138 AND THE NORTH ENTRANCE TO CRATER LAKE NATIONAL PARK., LOCATED 25.6
 AA5132'M (84.0 FT) SOUTH OF THE CENTERLINE OF STATE HIGHWAY 138, AN ORANGE
 AA5132'CARSONITE WITNESS POST IS LOCATED NEAR THE MONUMENT. TO REACH FROM
 AA5132'INTERSECTION OF STEPHENS AVE. AND DIAMOND LAKE BLVD, IN ROSEBURG, OR.
 AA5132'PROCEED EAST ON DIAMOND LAKE BLVD (STATE HIGHWAY 138 ) FOR 83 MI
 AA5132'(133.6 KM) TO THE INTERSECTION WITH THE NORTH ENTRANCE ROAD TO CRATER
 AA5132'LAKE NATIONAL PARK AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB1404 ***********************************************************************
 RB1404  DESIGNATION -  ECHO
 RB1404  PID         -  RB1404
 RB1404  STATE/COUNTY-  OR/UMATILLA
 RB1404  USGS QUAD   -  ECHO (1968)
 RB1404
 RB1404                         *CURRENT SURVEY CONTROL
 RB1404  ___________________________________________________________________
 RB1404* NAD 83(1991)-  45 44 36.70346(N)    119 11 23.15855(W)     ADJUSTED  
 RB1404* NAVD 88     -       218.0    (meters)     715.     (feet)  VERTCON   
 RB1404  ___________________________________________________________________
 RB1404  LAPLACE CORR-           3.92  (seconds)                    DEFLEC99
 RB1404  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 RB1404  HORZ ORDER  -  SECOND
 RB1404
 RB1404.The horizontal coordinates were established by classical geodetic methods
 RB1404.and adjusted by the National Geodetic Survey in October 1991.
 RB1404
 RB1404.The NAVD 88 height was computed by applying the VERTCON shift value to
 RB1404.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RB1404
 RB1404.The Laplace correction was computed from DEFLEC99 derived deflections.
 RB1404
 RB1404.The geoid height was determined by GEOID03.
 RB1404
 RB1404;                    North         East     Units Scale Factor Converg.
 RB1404;SPC OR N     -   231,615.813 2,601,952.851   MT  0.99994491   +0 55 45.1
 RB1404;SPC OR N     -   759,894.40  8,536,590.72   iFT  0.99994491   +0 55 45.1
 RB1404;UTM  11      - 5,067,884.337   329,660.655   MT  0.99995673   -1 34 07.5
 RB1404
 RB1404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RB1404!SPC OR N     -   0.99996920  x   0.99994491  =   0.99991412
 RB1404!UTM  11      -   0.99996920  x   0.99995673  =   0.99992594
 RB1404
 RB1404|---------------------------------------------------------------------|
 RB1404| PID    Reference Object                     Distance      Geod. Az  |
 RB1404|                                                           dddmmss.s |
 RB1404| CF5217 ECHO RM 1                             9.530 METERS 02028     |
 RB1404| RB1405 ECHO CATHOLIC CHURCH SPIRE          APPROX. 1.0 KM 2455122.1 |
 RB1404| RB1421 STANFIELD EAST BASE RESET           APPROX. 8.9 KM 2902019.4 |
 RB1404|---------------------------------------------------------------------|
 RB1404
 RB1404                          SUPERSEDED SURVEY CONTROL
 RB1404
 RB1404  NAD 83(1986)-  45 44 36.70947(N)    119 11 23.15380(W) AD(       ) 2
 RB1404  NAD 27      -  45 44 37.22800(N)    119 11 19.11100(W) AD(       ) 2
 RB1404  NGVD 29 (07/19/86)  217.0    (m)          712.     (f) VERT ANG    3  
 RB1404
 RB1404.Superseded values are not recommended for survey control.
 RB1404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1404.See file dsdata.txt to determine how the superseded data were derived.
 RB1404
 RB1404_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL2966167884(NAD 83)
 RB1404_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RB1404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB1404
 RB1404  HISTORY     - Date     Condition        Report By
 RB1404  HISTORY     - 1916     MONUMENTED       CGS
 RB1404  HISTORY     - 1933     SEE DESCRIPTION  CGS
 RB1404  HISTORY     - 1964     SEE DESCRIPTION  CGS
 RB1404
 RB1404                          STATION DESCRIPTION
 RB1404
 RB1404'DESCRIBED BY COAST AND GEODETIC SURVEY 1916 (CVH)
 RB1404'IN THE TOWN OF ECHO, ABOUT 225 METERS NE OF THE RAILROAD DEPOT,
 RB1404'25 METERS E OF THE UPPER IRRIGATION CANAL, ON A POINT OF RIDGE
 RB1404'NEAREST THE TOWN.  THE STATION IS MARKED BY A BRONZE TABLET IN
 RB1404'CONCRETE AS DESCRIBED IN NOTES 1A AND 7A, EXCEPT THAT THE
 RB1404'UNDERGROUND MARK BEARS AN IRON BOLT IN PLACE OF THE USUAL METAL
 RB1404'MARK.  THE REFERENCE MARK, A BRONZE TABLET IN CONCRETE, NOTE
 RB1404'11A, IS 9.530 METERS (31.27 FEET) FROM THE STATION IN AZIMUTH
 RB1404'200 DEG 28 MIN.  THE CENTER CHIMNEY OF THE CONCRETE SCHOOLHOUSE
 RB1404'AT ECHO IS IN AZIMUTH 0 DEG 38 MIN 26 SEC, AND THE CENTER OF
 RB1404'THE RED WOODEN WATER TANK AT ECHO IS IN AZIMUTH 42 DEG 03
 RB1404'MIN 08 SEC.
 RB1404
 RB1404                          STATION RECOVERY (1933)
 RB1404
 RB1404'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (LAM)
 RB1404'STATION VISITED BY L.A. MC ARTHUR SEPT. 1933, FOUND IN GOOD
 RB1404'CONDITION.  REFERENCE MARK POST IS FAR TOO LIGHT AND SHOULD HAVE
 RB1404'MORE CONCRETE.  FOLLOWING INFORMATION SHOULD BE ADDED AFTER WORD
 RB1404'TOWN--THE POINT MAY BE REACHED BY AUTOMOBILE BY TAKING GOLF LINKS
 RB1404'ROAD ONTO RIDGE TO NE, THENCE OVERLAND TO STATION WHICH IS AT
 RB1404'THE SOUTHERLY CORNER OF A SMALL SHED ABOUT 500 FEET SW OF A
 RB1404'COVERED RESERVOIR.
 RB1404'
 RB1404'STATION DISK IS STAMPED ECHO 1916.  REFERENCE MARK IS STAMPED
 RB1404'ECHO REF. 1 1916.  SCHOOL CHIMNEY IS OK.  COULD NOT SEE ANY RED
 RB1404'WATER TANK, BUT MAY HAVE BEEN OBSTRUCTED BY TREES.  HOWEVER, THERE
 RB1404'IS A RAILROAD WATER TANK PAINTED BLACK ABOUT IN CORRECT POSITION
 RB1404'AND THAT MAY BE IT.
 RB1404
 RB1404                          STATION RECOVERY (1964)
 RB1404
 RB1404'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DH)
 RB1404'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB1405 ***********************************************************************
 RB1405  DESIGNATION -  ECHO CATHOLIC CHURCH SPIRE
 RB1405  PID         -  RB1405
 RB1405  STATE/COUNTY-  OR/UMATILLA
 RB1405  USGS QUAD   -  ECHO (1968)
 RB1405
 RB1405                         *CURRENT SURVEY CONTROL
 RB1405  ___________________________________________________________________
 RB1405* NAD 83(1991)-  45 44 23.63234(N)    119 12 04.79737(W)     ADJUSTED  
 RB1405* NAVD 88     -              **(meters)            **(feet)            
 RB1405  ___________________________________________________________________
 RB1405  LAPLACE CORR-           3.62  (seconds)                    DEFLEC99
 RB1405  GEOID HEIGHT-         -21.58  (meters)                     GEOID03
 RB1405  HORZ ORDER  -  THIRD
 RB1405
 RB1405.The horizontal coordinates were established by classical geodetic methods
 RB1405.and adjusted by the National Geodetic Survey in October 1991.
 RB1405
 RB1405
 RB1405.The Laplace correction was computed from DEFLEC99 derived deflections.
 RB1405
 RB1405.The geoid height was determined by GEOID03.
 RB1405
 RB1405;                    North         East     Units Scale Factor Converg.
 RB1405;SPC OR N     -   231,197.799 2,601,059.407   MT  0.99994427   +0 55 15.6
 RB1405;SPC OR N     -   758,522.96  8,533,659.47   iFT  0.99994427   +0 55 15.6
 RB1405;UTM  11      - 5,067,505.654   328,749.828   MT  0.99996056   -1 34 36.9
 RB1405
 RB1405                          SUPERSEDED SURVEY CONTROL
 RB1405
 RB1405  NAD 83(1986)-  45 44 23.63833(N)    119 12 04.79332(W) AD(       ) 4
 RB1405  NAD 27      -  45 44 24.15900(N)    119 12 00.74800(W) AD(       ) 3
 RB1405
 RB1405.Superseded values are not recommended for survey control.
 RB1405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1405.See file dsdata.txt to determine how the superseded data were derived.
 RB1405
 RB1405_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL2875067506(NAD 83)
 RB1405
 RB1405  HISTORY     - Date     Condition        Report By
 RB1405  HISTORY     - 1916     MONUMENTED       CGS
 RB1405  HISTORY     - 1936     SEE DESCRIPTION  CGS
 RB1405
 RB1405                          STATION DESCRIPTION
 RB1405
 RB1405'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (LAM)
 RB1405'THIS INTERSECTED POSITION IS THE SPIRE ON THE ECHO CATHOLIC CHURCH,
 RB1405'SITUATED IN THE LOCALITY KNOWN AS WESTLAWN, WHICH IS SW AND ACROSS
 RB1405'THE UMATILLA RIVER FROM THE TOWN OF ECHO.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2079 ***********************************************************************
 RD2079  DESIGNATION -  ECOLA
 RD2079  PID         -  RD2079
 RD2079  STATE/COUNTY-  OR/CLATSOP
 RD2079  USGS QUAD   -  TILLAMOOK HEAD (1973)
 RD2079
 RD2079                         *CURRENT SURVEY CONTROL
 RD2079  ___________________________________________________________________
 RD2079* NAD 83(1991)-  45 54 12.09998(N)    123 57 46.47898(W)     ADJUSTED  
 RD2079* NAVD 88     -        16.14   (+/-2cm)      53.0    (feet)  VERTCON   
 RD2079  ___________________________________________________________________
 RD2079  LAPLACE CORR-          20.05  (seconds)                    DEFLEC99
 RD2079  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 RD2079  HORZ ORDER  -  THIRD
 RD2079  VERT ORDER  -  THIRD ? (See Below)
 RD2079
 RD2079.The horizontal coordinates were established by classical geodetic methods
 RD2079.and adjusted by the National Geodetic Survey in October 1991.
 RD2079
 RD2079.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD2079.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD2079.The vertical order pertains to the NGVD 29 superseded value.
 RD2079
 RD2079.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2079
 RD2079.The geoid height was determined by GEOID03.
 RD2079
 RD2079;                    North         East     Units Scale Factor Converg.
 RD2079;SPC OR N     -   254,311.305 2,231,373.373   MT  0.99997686   -2 27 21.1
 RD2079;SPC OR N     -   834,354.68  7,320,778.78   iFT  0.99997686   -2 27 21.1
 RD2079;UTM  10      - 5,083,761.095   425,309.994   MT  0.99966858   -0 41 29.6
 RD2079
 RD2079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2079!SPC OR N     -   1.00000112  x   0.99997686  =   0.99997798
 RD2079!UTM  10      -   1.00000112  x   0.99966858  =   0.99966970
 RD2079
 RD2079|---------------------------------------------------------------------|
 RD2079| PID    Reference Object                     Distance      Geod. Az  |
 RD2079|                                                           dddmmss.s |
 RD2079| DD9655 ECOLA RM 2                           27.660 METERS 03023     |
 RD2079| RD2066 DOUBLE PEAK                         APPROX. 5.6 KM 1731936.9 |
 RD2079| RD2074 LARGE ROCK OFF ARCH CAPE            APPROX.10.9 KM 1880936.2 |
 RD2079| RD2082 HAYSTACK ROCK                       APPROX. 2.2 KM 1911222.2 |
 RD2079| DD9654 ECOLA RM 1                           41.069 METERS 34822     |
 RD2079|---------------------------------------------------------------------|
 RD2079
 RD2079                          SUPERSEDED SURVEY CONTROL
 RD2079
 RD2079  NAD 83(1986)-  45 54 12.12186(N)    123 57 46.45831(W) AD(       ) 3
 RD2079  NAD 27      -  45 54 12.72600(N)    123 57 41.96100(W) AD(       ) 3
 RD2079  NGVD 29 (07/19/86)   15.06   (m)           49.4    (f) LEVELING    3  
 RD2079
 RD2079.Superseded values are not recommended for survey control.
 RD2079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2079.See file dsdata.txt to determine how the superseded data were derived.
 RD2079
 RD2079_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR2531083761(NAD 83)
 RD2079_MARKER: Z = SEE DESCRIPTION
 RD2079_SETTING: 0 = UNSPECIFIED SETTING
 RD2079
 RD2079  HISTORY     - Date     Condition        Report By
 RD2079  HISTORY     - 1926     MONUMENTED       CGS
 RD2079  HISTORY     - 1931     SEE DESCRIPTION  CGS
 RD2079  HISTORY     - 1936     SEE DESCRIPTION  USE
 RD2079  HISTORY     - 1971     SEE DESCRIPTION  NGS
 RD2079
 RD2079                          STATION DESCRIPTION
 RD2079
 RD2079'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (LGS)
 RD2079'STATION IS ON A SAND HILL ABOUT 1/2 MILE N OF ECOLA (CORRECT NAME
 RD2079'CANNON BEACH) ABOUT 200 YARDS IN FROM HIGH-WATER SHORE LINE.  IT
 RD2079'IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE IN A 5-INCH
 RD2079'CAST-IRON PIPE, 5 FEET LONG PROJECTING ABOVE GROUND ABOUT 8
 RD2079'INCHES.  IT IS STAMPED ECOLA, 1926.  MARK IS ABOUT 50 YARDS S
 RD2079'ALONG THE RIDGE.
 RD2079'
 RD2079'REFERENCE MARKS ARE NAILS SET IN CONCRETE IN 2-INCH CAST-IRON
 RD2079'PIPES.
 RD2079'
 RD2079'IT IS REACHED BY TAKING THE CANNON BEACH ROAD OUT OF SEASIDE,
 RD2079'AND TURNING ON RIGHT-HAND ROAD JUST BEFORE THE MAIN ROAD ENTERS
 RD2079'ON BRIDGE OVER ELK CREEK, ABOUT 1/2 MILE BEFORE REACHING ECOLA
 RD2079'(CORRECT NAME CANNON BEACH).  THIS RIGHT-HAND ROAD RUNS STRAIGHT
 RD2079'INTO THE HILL.  CLIMB THE HILL AND TURN TO THE LEFT AFTER
 RD2079'REACHING THE TOP.
 RD2079'
 RD2079'HEIGHT OF SIGNAL ABOVE STATION MARK - 3 METERS.
 RD2079
 RD2079                          STATION RECOVERY (1931)
 RD2079
 RD2079'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (LAM)
 RD2079'STATION IS ON A SAND RIDGE ABOUT 0.5 MILE NW OF CANNON BEACH
 RD2079'VILLAGE AND ABOUT 600 FEET E OF THE HIGH-WATER LINE, IN THE W
 RD2079'FENCE LINE OF THE MILEY COTTAGE.  IT IS MARKED WITH PACIFIC POWER
 RD2079'AND LIGHT COMPANY BENCH MARK CEMENTED IN THE TOP OF A SECTION OF
 RD2079'A 5-INCH CAST-IRON PIPE SUNK IN THE SAND.
 RD2079'
 RD2079'REFERENCE MARK NO.1 IS A PACIFIC POWER AND LIGHT COMPANY BENCH
 RD2079'MARK DISTANT 41.069 METERS (134.5 FEET) FROM THE STATION IN
 RD2079'AZIMUTH, 168 DEG 21 MIN 38 SEC.
 RD2079'
 RD2079'REFERENCE MARK NO.2 IS DISTANT 27.660 METERS (90.75 FEET IN
 RD2079'AZIMUTH 210 DEG 22 MIN 58 SEC.  THE NW CORNER OF THE MILEY COTTAGE
 RD2079'IS DISTANT 14.645 METERS (48.05 FEET) IN AZIMUTH 311 DEG 39 MIN
 RD2079'18 SEC.
 RD2079'
 RD2079'MARKS ARE AT TIMES COVERED BY DRIFTING SAND BUT ARE EASILY
 RD2079'LOCATED.  SHOULD BE CONCRETED.
 RD2079'
 RD2079'THE STATION IS REACHED BY TAKING THE ECOLA POINT ROAD WHICH
 RD2079'BRANCHES OFF THE SEASIDE-CANNON BEACH ROAD AT THE N END OF THE
 RD2079'ELK CREEK BRIDGE.  FOLLOWING THIS ROAD TO THE FOOT OF THE
 RD2079'PROMINENT SAND RIDGE TO THE W AND CLIMBING THIS RIDGE ON FOOT.
 RD2079'THE STATION IS ABOUT 150 FEET S OF THE ROAD EXTENDED W.
 RD2079
 RD2079                          STATION RECOVERY (1936)
 RD2079
 RD2079'RECOVERY NOTE BY US ENGINEERS 1936
 RD2079'RECOVERED AS DESCRIBED.  THE STATION MARK WAS COVERED ABOUT 2
 RD2079'FEET WITH SAND.
 RD2079
 RD2079                          STATION RECOVERY (1971)
 RD2079
 RD2079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (DRT)
 RD2079'STATION NOT RECOVERED.  THE MILEY COTTAGE MENTIONED IS
 RD2079'DESTROYED.  SHIFTING SAND HAS COVERED THE STATION AND ALL REFERENCE
 RD2079'MARKS.  A CONDOMINIUM IS SOON TO BE BUILT OVER THE ENTIRE
 RD2079'AREA.  STATION IS PRESUMED LOST.
 RD2079'
 RD2079'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RD2079'IN CANNON BEACH, OREGON.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC0450 ***********************************************************************
 SC0450  DESIGNATION -  EDDY
 SC0450  PID         -  SC0450
 SC0450  STATE/COUNTY-  OR/CLATSOP
 SC0450  USGS QUAD   -  KNAPPA (1986)
 SC0450
 SC0450                         *CURRENT SURVEY CONTROL
 SC0450  ___________________________________________________________________
 SC0450* NAD 83(1991)-  46 11 09.39768(N)    123 36 13.69774(W)     ADJUSTED  
 SC0450* NAVD 88     -        41.959  (meters)     137.66   (feet)  POSTED    
 SC0450  ___________________________________________________________________
 SC0450  LAPLACE CORR-          12.95  (seconds)                    DEFLEC99
 SC0450  GEOID HEIGHT-         -22.21  (meters)                     GEOID03
 SC0450  DYNAMIC HT  -          41.960 (meters)     137.66  (feet)  COMP
 SC0450  MODELED GRAV-     980,713.1   (mgal)                       NAVD 88
 SC0450
 SC0450  HORZ ORDER  -  THIRD
 SC0450  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 SC0450
 SC0450.The horizontal coordinates were established by classical geodetic methods
 SC0450.and adjusted by the National Geodetic Survey in October 1991.
 SC0450
 SC0450.The orthometric height was determined by differential leveling
 SC0450.and adjusted by the  in 1992.
 SC0450.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 SC0450.was located on a no-check spur therefore a value was not computed.
 SC0450.No vertical observational check was made to the station.
 SC0450
 SC0450.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC0450
 SC0450.The geoid height was determined by GEOID03.
 SC0450
 SC0450.The dynamic height is computed by dividing the NAVD 88
 SC0450.geopotential number by the normal gravity value computed on the
 SC0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0450.degrees latitude (g = 980.6199 gals.).
 SC0450
 SC0450.The modeled gravity was interpolated from observed gravity values.
 SC0450
 SC0450;                    North         East     Units Scale Factor Converg.
 SC0450;SPC OR N     -   284,566.075 2,260,422.021   MT  1.00005262   -2 12 04.2
 SC0450;SPC OR N     -   933,615.73  7,416,082.75   iFT  1.00005262   -2 12 04.2
 SC0450;UTM  10      - 5,114,884.636   453,402.883   MT  0.99962669   -0 26 08.5
 SC0450
 SC0450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC0450!SPC OR N     -   0.99999690  x   1.00005262  =   1.00004952
 SC0450!UTM  10      -   0.99999690  x   0.99962669  =   0.99962359
 SC0450
 SC0450:                Primary Azimuth Mark                     Grid Az
 SC0450:SPC OR N     -  WHITE WATER TANK                         043 17 15.2
 SC0450:UTM  10      -  WHITE WATER TANK                         041 31 19.5
 SC0450
 SC0450|---------------------------------------------------------------------|
 SC0450| PID    Reference Object                     Distance      Geod. Az  |
 SC0450|                                                           dddmmss.s |
 SC0450| SC1926 WHITE WATER TANK                    APPROX. 2.6 KM 0410511.0 |
 SC0450| SC0449 EDDY RM 1                             4.585 METERS 10803     |
 SC0450| SC0448 EDDY RM 2                            15.110 METERS 19317     |
 SC0450| SC1916 LARSON                              APPROX. 2.4 KM 3440808.2 |
 SC0450|---------------------------------------------------------------------|
 SC0450
 SC0450                          SUPERSEDED SURVEY CONTROL
 SC0450
 SC0450  NAD 83(1986)-  46 11 09.40911(N)    123 36 13.68736(W) AD(       ) 3
 SC0450  NAD 27      -  46 11 10.01512(N)    123 36 09.20297(W) AD(       ) 3
 SC0450  NGVD 29 (??/??/92)   40.928  (m)          134.28   (f) ADJ UNCH    1 2
 SC0450
 SC0450.Superseded values are not recommended for survey control.
 SC0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0450.See file dsdata.txt to determine how the superseded data were derived.
 SC0450
 SC0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS5340314885(NAD 83)
 SC0450_MARKER: DS = TRIANGULATION STATION DISK
 SC0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0450_SP_SET: CONCRETE POST
 SC0450_STAMPING: EDDY 1935
 SC0450_MARK LOGO: CGS   
 SC0450_PROJECTION: PROJECTING 5 CENTIMETERS
 SC0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0450+STABILITY: SURFACE MOTION
 SC0450
 SC0450  HISTORY     - Date     Condition        Report By
 SC0450  HISTORY     - 1935     MONUMENTED       CGS
 SC0450  HISTORY     - 1941     SEE DESCRIPTION  CGS
 SC0450  HISTORY     - 1941     GOOD             NGS
 SC0450  HISTORY     - 1950     SEE DESCRIPTION  CGS
 SC0450  HISTORY     - 1965     SEE DESCRIPTION  CGS
 SC0450  HISTORY     - 1987     GOOD             NGS
 SC0450
 SC0450                          STATION DESCRIPTION
 SC0450
 SC0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (RWK)
 SC0450'STATION IS LOCATED ON THE TOP OF A GRASSY HILL ABOUT 1/2 MILE W
 SC0450'OF THE TOWN OF KNAPPA.  THE N AND W SIDES OF THE HILL ARE COVERED
 SC0450'WITH TREES AND IT WAS NECESSARY TO CLEAR LINES.  THE POINT ON
 SC0450'WHICH IT IS LOCATED IS KNOWN AS EDDY POINT AND THE STATION IS W
 SC0450'OF THE SMALL LANDING AND FARMHOUSE.  IT IS ABOUT 200 FEET ABOVE
 SC0450'THE RIVER.
 SC0450'
 SC0450'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 SC0450'CONCRETE AS DESCRIBED IN NOTES 1A AND 11A.
 SC0450
 SC0450                          STATION RECOVERY (1941)
 SC0450
 SC0450'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 SC0450'ALL MARKS IN GOOD ORDER, BENCH MARK DESCRIPTION AS FOLLOWS--
 SC0450'
 SC0450'TRIANGULATION STATION EDDY--ABOUT 0.6 MILE W OF KNAPPA ON
 SC0450'SPOKANE, PORTLAND AND SEATTLE RAILWAY, ABOUT 500 FEET SW OF LARGE
 SC0450'FISHING WHARF, 300 FEET W OF LARGE FARMHOUSE, ABOUT 250 FEET S
 SC0450'OF RAILROAD, AT TOP OF HILL ABOUT 115 FEET HIGHER THAN
 SC0450'TRACK.  DISK STAMPED EDDY 1935 IN CONCRETE POST.
 SC0450'
 SC0450'REFERENCE MARK EDDY 1 (USC AND GS)--ABOUT 0.6 MILE W OF KNAPPA
 SC0450'ON SPOKANE, PORTLAND AND SEATTLE RAILWAY, ABOUT 500 FEET SW OF
 SC0450'LARGE FISHING WHARF, 300 FEET W OF LARGE FARMHOUSE, ABOUT 250
 SC0450'FEET S OF RAILROAD, AT TOP OF HILL ABOUT 115 FEET HIGHER THAN
 SC0450'TRACK, AND ABOUT 15 FEET EASTWARD FROM TRAINGULATION STATION EDDY
 SC0450'(USC AND GS).  DISK STAMPED EDDY NO.1 1935 IN CONCRETE POST.
 SC0450'
 SC0450'REFERENCE MARK EDDY 2 (USC AND GS)--ABOUT 0.6 MILE W OF KNAPPA
 SC0450'ON SPOKANE, PORTLAND AND SEATTLE RAILWAY, ABOUT 500 FEET SW OF
 SC0450'LARGE FISHING WHARF, ABOUT 300 FEET W OF LARGE FARMHOUSE, 250 FEET
 SC0450'S OF RAILROAD, AT TOP OF HILL 115 FEET HIGHER THAN TRACK AND ABOUT
 SC0450'50 FEET SOUTHWARD FROM TRIANGULATION STATION EDDY.  DISK STAMPED
 SC0450'EDDY NO.2 1935 IN CONCRETE POST.
 SC0450
 SC0450                          STATION RECOVERY (1941)
 SC0450
 SC0450'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 SC0450'0.6 MI W FROM KNAPPA.
 SC0450'ABOUT .6 MILES WEST OF KNAPPA, ALONG THE S.P. AND S. R.R.  ABOUT 300
 SC0450'FEET WEST OF A LARGE FARM HOUSE, AND DIRECTLY BEHIND IT.  ABOUT 500
 SC0450'FEET SOUTHWEST OF A LARGE FISHING WHARF.  ABOUT 250 FEET SOUTH OF THE
 SC0450'RAILROAD TRACKS, AND ON TOP OF A HILL WHICH IS ABOUT 115 FEET HIGHER
 SC0450'THAN THE TRACKS.  THIS MARK IS ABOUT 15 FEET FROM REFERENCE MARK (R.
 SC0450'M. 1) AND ABOUT 50 FEET FROM REFERENCE MARK (R.M. 2).
 SC0450
 SC0450                          STATION RECOVERY (1950)
 SC0450
 SC0450'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (WHB)
 SC0450'STATION IS LOCATED NEAR THE TOP OF ALDER-COVERED NARROW RIDGE
 SC0450'KNOWN AS EDDY POINT, ABOUT 0.6 MILE W OF THE SPOKANE, PORTLAND
 SC0450'AND SEATTLE RAILWAY STATION AT KNAPPA, AND ON THE S SHORE OF THE
 SC0450'COLUMBIA RIVER.  IT IS ABOUT 250 FEET S OF THE TRACK, 520 FEET
 SC0450'HORIZONTAL DISTANCE IN TRUE AZIMUTH OF 103 DEG FROM THE NW CORNER
 SC0450'OF AN ABANDONED FARM DWELLING, ABOUT 115 FEET HIGHER THAN THE
 SC0450'TRACK, 7-1/2 FEET E OF A TRIANGULAR-BLAZED 5-INCH ALDER TREE,
 SC0450'AND 10-1/2 FEET NE OF A TRIANGULAR-BLAZED 5-INCH ALDER TREE.
 SC0450'THESE TWO TRIANGULAR-BLAZED ALDER TREES ARE THE LARGEST OF A
 SC0450'GROUP OF ALDERS SURROUNDING THE STATION.  ONE OF THE BLAZED
 SC0450'TREES HAS A SECTION OF GALVANIZED WIRE HEALED IN AT ABOUT EYE
 SC0450'LEVEL.
 SC0450'
 SC0450'IN THE FUTURE EXTENSIVE LINE CLEARING WILL HAVE TO BE DONE WHEN
 SC0450'THIS STATION IS AGAIN OCCUPIED.  A CLEARED LINE TO THE NW AND NE
 SC0450'SHOWS CLEAR AT THIS TIME.
 SC0450'
 SC0450'STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 4-INCH SQUARE
 SC0450'CONCRETE MONUMENT PROJECTING ABOUT 4 INCHES ABOVE THE
 SC0450'SURFACE.  IT IS STAMPED EDDY 1935.
 SC0450'
 SC0450'R.M. 1 IS E OF THE STATION.  IT IS A STANDARD DISK SET IN THE
 SC0450'TOP OF A 4-INCH SQUARE CONCRETE MONUMENT PROJECTING ABOUT 4
 SC0450'INCHES.  IT IS STAMPED NO 1 1935.
 SC0450'
 SC0450'R.M. 2 IS S OF THE STATION AND SLIGHTLY HIGHER IN ELEVATION.  IT
 SC0450'IS A STANDARD DISK SET IN THE TOP OF A 4-INCH SQUARE CONCRETE
 SC0450'MONUMENT PROJECTING ABOUT 2 INCHES.  IT IS STAMPED NO 2 1935.
 SC0450'
 SC0450'TO REACH STATION FROM THE JUNCTION OF KNAPPA ROAD AND COLUMBIA
 SC0450'RIVER HIGHWAY (U.S. HIGHWAY 30) (STANDARD OIL COMPANY CHEVRON
 SC0450'STATION IS ON THE S SIDE OF THE HIGHWAY AT THIS POINT), GO 1.1
 SC0450'MILES ALONG U.S. HIGHWAY 30 TO OVERHEAD LOGGING ROAD TRESTLE,
 SC0450'PROCEED 0.1 MILE FURTHER AND MAKE SHARP LEFT U-TURN, CROSSING
 SC0450'OVER OVERHEAD LOGGING ROAD BRIDGE AND CONTINUE ON LOGGING ROAD
 SC0450'1.4 MILES IN A N DIRECTION TO END OF LOGGING ROAD AND SPOKANE,
 SC0450'PORTLAND AND SEATTLE RAILWAY TRACK NEAR LOG-DUMP PIER.  PARK
 SC0450'TRUCK HERE AND CONTINUE W ALONG THE TRACK FOR 11 RAIL LENGTHS
 SC0450'ALONG THE S RAIL FROM CROSSING TO FOOT OF PROMINENT BLUFF.
 SC0450'THENCE CLIMB MAKESHIFT STAIRWAY UP SLOPE PASSING BY ABANDONED
 SC0450'FARM DWELLING AND APPLE TREES FOLLOWING THE OUTLINE OF THE
 SC0450'BLUFF TO N-S FENCE LINE, THENCE UP SLOPE IN SW DIRECTION TO
 SC0450'ALDER-COVERED RIDGE AND STATION.  IN PASSING AFTER CROSSING THE
 SC0450'FENCE LINE A CONSIDERABLE-SIZED PIT WILL BE NOTED.  THE
 SC0450'STATION IS TO THE S OF THIS PIT.
 SC0450'
 SC0450'ALL MARKS WERE RECOVERED IN EXCELLENT CONDITION.  DISTANCES WERE
 SC0450'CHECKED BUT NO CHECK MADE ON DIRECTIONS AT THIS TIME.
 SC0450
 SC0450                          STATION RECOVERY (1965)
 SC0450
 SC0450'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (PAS)
 SC0450'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 SC0450'WERE RECOVERED AND FOUND IN GOOD CONDITION.
 SC0450'
 SC0450'THE ORIGINAL TO REACH WAS VAGUE AND LANDMARKS HAVE CHANGED.  A
 SC0450'NEW AND COMPLETE DESCRIPTION FOLLOWS.
 SC0450'
 SC0450'THE STATION IS ABOUT 15 MILES NORTHEAST OF ASTORIA, ABOUT 300
 SC0450'FEET SOUTH AND 200 FEET ABOVE THE SPOKANE, PORTLAND AND SEATTLE
 SC0450'RAILROAD ON A WOODED BENCH KNOWN AS EDDY POINT.
 SC0450'
 SC0450'TO REACH THE STATION FROM THE KNAPPA UNION HIGHSCHOOL GO
 SC0450'NORTHEAST ON U.S. HIGHWAY 30 FOR 1.0 MILE TO AN ANGLING CROSSROAD,
 SC0450'TURN LEFT AND GO NORTH ON MACADAM ROAD FOR 0.3 MILE TO A GRAVEL
 SC0450'ROAD LEFT, THE MACADAM ROAD ALSO CURVES TO THE WEST AT THIS
 SC0450'POINT, TURN LEFT AND GO WEST ON THE GRAVELED ROAD FOR 1.2 MILES
 SC0450'TO THE END OF TRUCK TRAVEL AT A FORK IN THE OLD ROAD, RIGHT FORK
 SC0450'CROSSES THE RAILROAD TO AN OLD ABANDONED DOCK, TAKE LEFT FORK,
 SC0450'REMAINS OF AN OLD DIRT ROAD AND PACK WEST FOR ABOUT 0.1 MILE
 SC0450'TO A GRASSY FLAT AND OLD ORCHARD, CROSS FLAT AND CONTINUE WEST
 SC0450'FOR ABOUT 400 FEET TO A NORTH-SOUTH RIDGE THAT IS COVERED
 SC0450'WITH ALDER TREES AND STATION.
 SC0450'
 SC0450'THE STATION MARK, STAMPED EDDY 1935, IS A STANDARD DISK SET IN
 SC0450'A 4-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES, 18 FEET
 SC0450'WEST OF TRIANGLE BLAZED ALDER WITH A MULTIPLE TRUNK, 10 FEET NORTH
 SC0450'OF AN ALDER WITH A TRIANGLE BLAZE, 8 FEET EAST OF AN ALDER TREE
 SC0450'AND 1 FOOT WEST OF A METAL WITNESS POST.  (NOTE 1A)
 SC0450
 SC0450                          STATION RECOVERY (1987)
 SC0450
 SC0450'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SC0450'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  16.6 KM
 SC0450'(10.30 MI) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF 16TH
 SC0450'STREET IN ASTORIA, THENCE 0.6 KM (0.35 MI) NORTHERLY ALONG A PAVED
 SC0450'ROAD, THENCE 4.6 KM (2.85 MI) EASTERLY ALONG THE BURLINGTON NORTHERN
 SC0450'RAILROAD, 76.3 M (250.3 FT) SOUTH OF THE NEAR RAIL, AND 15.2 M (49.9
 SC0450'FT) NORTH OF RM 2, 4.6 M (15.1 FT) WEST OF RM 1.  NOTE--NOT LEVELED
 SC0450'TO THIS SURVEY.
 SC0450'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 SC0450'THE MARK IS 35.0 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0614 ***********************************************************************
 QD0614  DESIGNATION -  EDDY
 QD0614  PID         -  QD0614
 QD0614  STATE/COUNTY-  OR/JEFFERSON
 QD0614  USGS QUAD   -  SEEKSEEQUA JUNCTION (1992)
 QD0614
 QD0614                         *CURRENT SURVEY CONTROL
 QD0614  ___________________________________________________________________
 QD0614* NAD 83(1991)-  44 38 38.90794(N)    121 15 54.66412(W)     ADJUSTED  
 QD0614* NAVD 88     -       475.016  (meters)    1558.45   (feet)  ADJUSTED  
 QD0614  ___________________________________________________________________
 QD0614  LAPLACE CORR-           3.24  (seconds)                    DEFLEC99
 QD0614  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 QD0614  DYNAMIC HT  -         474.885 (meters)    1558.02  (feet)  COMP
 QD0614  MODELED GRAV-     980,329.7   (mgal)                       NAVD 88
 QD0614
 QD0614  HORZ ORDER  -  THIRD
 QD0614  VERT ORDER  -  SECOND    CLASS 0
 QD0614
 QD0614.The horizontal coordinates were established by classical geodetic methods
 QD0614.and adjusted by the National Geodetic Survey in October 1991.
 QD0614
 QD0614.The orthometric height was determined by differential leveling
 QD0614.and adjusted in June 1991.
 QD0614
 QD0614.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD0614
 QD0614.The geoid height was determined by GEOID03.
 QD0614
 QD0614.The dynamic height is computed by dividing the NAVD 88
 QD0614.geopotential number by the normal gravity value computed on the
 QD0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0614.degrees latitude (g = 980.6199 gals.).
 QD0614
 QD0614.The modeled gravity was interpolated from observed gravity values.
 QD0614
 QD0614;                    North         East     Units Scale Factor Converg.
 QD0614;SPC OR N     -   108,906.464 2,439,300.118   MT  0.99993622   -0 32 33.6
 QD0614;SPC OR N     -   357,304.67  8,002,953.14   iFT  0.99993622   -0 32 33.6
 QD0614;UTM  10      - 4,944,884.000   637,573.999   MT  0.99983275   +1 13 09.3
 QD0614
 QD0614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD0614!SPC OR N     -   0.99992891  x   0.99993622  =   0.99986514
 QD0614!UTM  10      -   0.99992891  x   0.99983275  =   0.99976167
 QD0614
 QD0614:                Primary Azimuth Mark                     Grid Az
 QD0614:SPC OR N     -  EDGE AZ MK                               124 40 59.1
 QD0614:UTM  10      -  EDGE AZ MK                               122 55 16.2
 QD0614
 QD0614|---------------------------------------------------------------------|
 QD0614| PID    Reference Object                     Distance      Geod. Az  |
 QD0614|                                                           dddmmss.s |
 QD0614| QD0613 EDGE AZ MK                          APPROX. 0.9 KM 1240825.5 |
 QD0614| QD0616 EDDY RM 1                             5.303 METERS 16430     |
 QD0614| QD0615 EDDY RM 2                             3.682 METERS 29432     |
 QD0614|---------------------------------------------------------------------|
 QD0614
 QD0614                          SUPERSEDED SURVEY CONTROL
 QD0614
 QD0614  NAD 83(1986)-  44 38 38.91686(N)    121 15 54.66420(W) AD(       ) 3
 QD0614  NAD 27      -  44 38 39.48900(N)    121 15 50.49400(W) AD(       ) 3
 QD0614  NGVD 29 (??/??/92)  473.906  (m)         1554.81   (f) ADJ UNCH    2 0
 QD0614
 QD0614.Superseded values are not recommended for survey control.
 QD0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0614.See file dsdata.txt to determine how the superseded data were derived.
 QD0614
 QD0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ3757444884(NAD 83)
 QD0614_MARKER: DS = TRIANGULATION STATION DISK
 QD0614_SETTING: 80 = SET IN A BOULDER
 QD0614_SP_SET: BOULDER
 QD0614_STAMPING: EDDY 1946
 QD0614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0614+STABILITY: SURFACE MOTION
 QD0614
 QD0614  HISTORY     - Date     Condition        Report By
 QD0614  HISTORY     - 1946     MONUMENTED       CGS
 QD0614  HISTORY     - 1946     GOOD             CGS
 QD0614
 QD0614                          STATION DESCRIPTION
 QD0614
 QD0614'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 QD0614'STATION IS LOCATED NEAR THE BOTTOM OF THE DESCHUTES RIVER CANYON
 QD0614'ABOUT 6.7 MILES NORTHWEST OF METOLIUS, 4.4 MILES NORTH OF THE
 QD0614'MOUTH OF METOLIUS RIVER, ABOUT 0.3 MILE NORTH-NORTHWEST OF A LARGE
 QD0614'EDDY AND 22 FEET SOUTHEAST OF A RIGHT ANGLE TURN TO THE LEFT OF
 QD0614'THE TRAIL THAT LEADS TO THE RIVER.  IT IS ABOUT 75 FEET HIGHER AND
 QD0614'ABOUT 150 FEET EAST OF THE EAST BANK OF THE RIVER.  IT IS
 QD0614'STAMPED EDDY 1946 AND IS FLUSH WITH THE GROUND.
 QD0614'
 QD0614'REFERENCE MARK NO. 1 IS SOUTH-SOUTHWEST OF THE STATION AND AT
 QD0614'THE SAME ELEVATION.  IT IS 10 FEET NORTHEAST AND ABOUT 8 FEET
 QD0614'HIGHER THAN THE TRAIL.  IT IS STAMPED EDDY 1946 NO 1 AND IS FLUSH
 QD0614'WITH THE GROUND.
 QD0614'
 QD0614'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION AND 10 FEET
 QD0614'SOUTHEAST OF THE RIGHT ANGLE TURN IN THE TRAIL.  IT IS STAMPED
 QD0614'EDDY 1946 NO 1, IS FLUSH WITH THE GROUND AND IS ABOUT 1 FOOT LOWER
 QD0614'THAN THE STATION.
 QD0614'
 QD0614'THE AZIMUTH MARK FOR TRIANGULATION STATION EDGE IS USED AS AN
 QD0614'AZIMUTH MARK.  IT IS ABOUT 1 MILE SOUTHWEST OF THE STATION, 120
 QD0614'FEET NORTHWEST OF THE TURN AROUND AT THE END OF THE ROAD, 15 FEET
 QD0614'WEST OF A SCRUB JUNIPER BUSH AND 10 FEET SOUTH OF THE EDGE OF THE
 QD0614'RIM OF THE CANYON.  IT IS STAMPED EDGE 1946 AND IS FLUSH WITH THE
 QD0614'GROUND.
 QD0614'
 QD0614'TO REACH THE STATION FROM METOLIUS, GO NORTH ON U.S. HIGHWAY
 QD0614'NO. 97 FOR 0.5 MILE TO A CROSSROADS.  THEN LEFT, WEST, FOR 1.3
 QD0614'MILES TO A T ROAD ON THE RIGHT.  THEN RIGHT FOR 1.0 MILE TO A
 QD0614'CROSSROAD.  THEN RIGHT, NORTH, FOR 1.8 MILES TO A CROSSROADS.
 QD0614'THEN LEFT, WEST, FOR 1.0 MILE TO A T ROAD ON THE RIGHT.  THEN
 QD0614'RIGHT, NORTH FOR 0.75 MILE TO A CROSSROADS AND THE REMAINS OF
 QD0614'THE ROUND BUTTE SCHOOL THAT HAS BURNED DOWN.  TURN LEFT, WEST,
 QD0614'FOR 1.35 MILES TO A FORK.  THEN RIGHT FORK, PASSING THROUGH
 QD0614'WIRE GATE, FOR 0.5 MILE TO THE END OF TRUCK TRAVEL.  AZIMUTH
 QD0614'MARK ON THE LEFT.  TRAIL TO THE STATION IS ON THE RIGHT.
 QD0614'40 MINUTE PACK.
 QD0614
 QD0614                          STATION RECOVERY (1946)
 QD0614
 QD0614'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 QD0614'7 MI N FROM THE COVE.
 QD0614'ALONG DESCHUTES RIVER, ABOUT 7 MILES NORTH OF THE COVE, IN SHARP TURN
 QD0614'NEAR BOTTOM OF TRAIL LEADING DOWN TO BIG EDDY, 150 FEET EAST OF AND
 QD0614'ABOUT 75 FEET ABOVE THE RIVER, SET IN BOULDER 22 FEET SOUTHEAST OF
 QD0614'CENTER LINE OF TURN IN TRAIL, 17.4 FEET NORTH OF REFERENCE MARK NO. 1,
 QD0614'12.3 FEET EAST OF REFERENCE MARK NO. 2.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC0449 ***********************************************************************
 SC0449  DESIGNATION -  EDDY RM 1
 SC0449  PID         -  SC0449
 SC0449  STATE/COUNTY-  OR/CLATSOP
 SC0449  USGS QUAD   -  KNAPPA (1986)
 SC0449
 SC0449                         *CURRENT SURVEY CONTROL
 SC0449  ___________________________________________________________________
 SC0449* NAD 83(1986)-  46 11 09.     (N)    123 36 13.     (W)     SCALED    
 SC0449* NAVD 88     -        42.230  (meters)     138.55   (feet)  POSTED    
 SC0449  ___________________________________________________________________
 SC0449  GEOID HEIGHT-         -22.21  (meters)                     GEOID03
 SC0449  DYNAMIC HT  -          42.230 (meters)     138.55  (feet)  COMP
 SC0449  MODELED GRAV-     980,713.3   (mgal)                       NAVD 88
 SC0449
 SC0449  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 SC0449
 SC0449.The horizontal coordinates were scaled from a topographic map and have
 SC0449.an estimated accuracy of +/- 6 seconds.
 SC0449
 SC0449.The orthometric height was determined by differential leveling
 SC0449.and adjusted by the  in 1992.
 SC0449.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 SC0449.was located on a no-check spur therefore a value was not computed.
 SC0449.No vertical observational check was made to the station.
 SC0449
 SC0449.The geoid height was determined by GEOID03.
 SC0449
 SC0449.The dynamic height is computed by dividing the NAVD 88
 SC0449.geopotential number by the normal gravity value computed on the
 SC0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0449.degrees latitude (g = 980.6199 gals.).
 SC0449
 SC0449.The modeled gravity was interpolated from observed gravity values.
 SC0449
 SC0449;                    North         East    Units  Estimated Accuracy
 SC0449;SPC OR N     -   284,550.    2,260,440.      MT  (+/- 180 meters Scaled)
 SC0449
 SC0449                          SUPERSEDED SURVEY CONTROL
 SC0449
 SC0449  NGVD 29 (??/??/92)   41.198  (m)          135.16   (f) ADJ UNCH    1 2
 SC0449
 SC0449.Superseded values are not recommended for survey control.
 SC0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0449.See file dsdata.txt to determine how the superseded data were derived.
 SC0449
 SC0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS534148(NAD 83)
 SC0449_MARKER: DR = REFERENCE MARK DISK
 SC0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0449_SP_SET: CONCRETE POST
 SC0449_STAMPING: EDDY NO 1 1935
 SC0449_MARK LOGO: CGS   
 SC0449_PROJECTION: PROJECTING 5 CENTIMETERS
 SC0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0449+STABILITY: SURFACE MOTION
 SC0449
 SC0449  HISTORY     - Date     Condition        Report By
 SC0449  HISTORY     - 1935     MONUMENTED       CGS
 SC0449  HISTORY     - 1941     GOOD             NGS
 SC0449  HISTORY     - 1987     GOOD             NGS
 SC0449
 SC0449                          STATION DESCRIPTION
 SC0449
 SC0449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 SC0449'0.6 MI W FROM KNAPPA.
 SC0449'ABOUT 0.6 MILES WEST OF KNAPPA, ALONG THE S.P. AND S.R.R.  ABOUT 300
 SC0449'FEET WEST OF A LARGE FARM HOUSE, AND DIRECTLY BEHIND IT.  ABOUT 500
 SC0449'FEET SOUTHWEST OF A LARGE FISHING WHARF.  ABOUT 250 FEET SOUTH OF THE
 SC0449'RAILROAD TRACKS, AND ON TOP OF A HILL WHICH IS ABOUT 115 FEET HIGHER
 SC0449'THAN THE TRACKS.  THIS MARK IS ABOUT 15 FEET EAST OF TRIANGULATION
 SC0449'EDDY, AND IS SURROUNDED BY A THICK GROWTH OF FERNS.
 SC0449
 SC0449                          STATION RECOVERY (1987)
 SC0449
 SC0449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SC0449'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  16.6 KM
 SC0449'(10.30 MI) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF 16TH
 SC0449'STREET IN ASTORIA, THENCE 0.6 KM (0.35 MI) NORTHERLY ALONG A PAVED
 SC0449'ROAD, THENCE 4.6 KM (2.85 MI) EASTERLY ALONG THE BURLINGTON NORTHERN
 SC0449'RAILROAD, 76.4 M (250.7 FT) SOUTH OF THE NEAR RAIL, AND 4.6 M (15.1
 SC0449'FT) EAST OF THE STATION MARK.  NOTE--NOT LEVELED TO THIS SURVEY.
 SC0449'THE MARK IS 4.9 METERS  W FROM  A WITNESS POST
 SC0449'THE MARK IS 35.0 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0616 ***********************************************************************
 QD0616  DESIGNATION -  EDDY RM 1
 QD0616  PID         -  QD0616
 QD0616  STATE/COUNTY-  OR/JEFFERSON
 QD0616  USGS QUAD   -  SEEKSEEQUA JUNCTION (1992)
 QD0616
 QD0616                         *CURRENT SURVEY CONTROL
 QD0616  ___________________________________________________________________
 QD0616* NAD 83(1986)-  44 38 38.     (N)    121 15 54.     (W)     SCALED    
 QD0616* NAVD 88     -       474.993  (meters)    1558.37   (feet)  ADJUSTED  
 QD0616  ___________________________________________________________________
 QD0616  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 QD0616  DYNAMIC HT  -         474.862 (meters)    1557.94  (feet)  COMP
 QD0616  MODELED GRAV-     980,329.7   (mgal)                       NAVD 88
 QD0616
 QD0616  VERT ORDER  -  SECOND    CLASS 0
 QD0616
 QD0616.The horizontal coordinates were scaled from a topographic map and have
 QD0616.an estimated accuracy of +/- 6 seconds.
 QD0616
 QD0616.The orthometric height was determined by differential leveling
 QD0616.and adjusted in June 1991.
 QD0616
 QD0616.The geoid height was determined by GEOID03.
 QD0616
 QD0616.The dynamic height is computed by dividing the NAVD 88
 QD0616.geopotential number by the normal gravity value computed on the
 QD0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0616.degrees latitude (g = 980.6199 gals.).
 QD0616
 QD0616.The modeled gravity was interpolated from observed gravity values.
 QD0616
 QD0616;                    North         East    Units  Estimated Accuracy
 QD0616;SPC OR N     -   108,880.    2,439,310.      MT  (+/- 180 meters Scaled)
 QD0616
 QD0616                          SUPERSEDED SURVEY CONTROL
 QD0616
 QD0616  NGVD 29 (??/??/92)  473.883  (m)         1554.73   (f) ADJ UNCH    2 0
 QD0616
 QD0616.Superseded values are not recommended for survey control.
 QD0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0616.See file dsdata.txt to determine how the superseded data were derived.
 QD0616
 QD0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ375448(NAD 83)
 QD0616_MARKER: DR = REFERENCE MARK DISK
 QD0616_SETTING: 80 = SET IN A BOULDER
 QD0616_SP_SET: BOULDER
 QD0616_STAMPING: EDDY NO 1 1946
 QD0616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0616+STABILITY: SURFACE MOTION
 QD0616
 QD0616  HISTORY     - Date     Condition        Report By
 QD0616  HISTORY     - 1946     MONUMENTED       CGS
 QD0616
 QD0616                          STATION DESCRIPTION
 QD0616
 QD0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 QD0616'7 MI N FROM THE COVE.
 QD0616'ALONG DESCHUTES RIVER, ABOUT 7 MILES NORTH OF THE COVE, IN SHARP TURN
 QD0616'NEAR BOTTOM OF TRAIL LEADING DOWN TO BIG EDDY, 150 FEET EAST OF AND
 QD0616'ABOUT 75 FEET ABOVE THE RIVER, SET IN BOULDER 36.7 FEET SOUTHEAST OF
 QD0616'CENTER LINE OF TURN IN TRAIL, 17.4 FEET SOUTH OF STATION MARK, 26.8
 QD0616'FEET SOUTHEAST OF REFERENCE MARK NO. 2.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC0448 ***********************************************************************
 SC0448  DESIGNATION -  EDDY RM 2
 SC0448  PID         -  SC0448
 SC0448  STATE/COUNTY-  OR/CLATSOP
 SC0448  USGS QUAD   -  KNAPPA (1986)
 SC0448
 SC0448                         *CURRENT SURVEY CONTROL
 SC0448  ___________________________________________________________________
 SC0448* NAD 83(1986)-  46 11 09.     (N)    123 36 13.     (W)     SCALED    
 SC0448* NAVD 88     -        42.817  (meters)     140.48   (feet)  POSTED    
 SC0448  ___________________________________________________________________
 SC0448  GEOID HEIGHT-         -22.21  (meters)                     GEOID03
 SC0448  DYNAMIC HT  -          42.820 (meters)     140.49  (feet)  COMP
 SC0448  MODELED GRAV-     980,713.3   (mgal)                       NAVD 88
 SC0448
 SC0448  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 SC0448
 SC0448.The horizontal coordinates were scaled from a topographic map and have
 SC0448.an estimated accuracy of +/- 6 seconds.
 SC0448
 SC0448.The orthometric height was determined by differential leveling
 SC0448.and adjusted by the  in 1992.
 SC0448.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 SC0448.was located on a no-check spur therefore a value was not computed.
 SC0448.No vertical observational check was made to the station.
 SC0448
 SC0448.The geoid height was determined by GEOID03.
 SC0448
 SC0448.The dynamic height is computed by dividing the NAVD 88
 SC0448.geopotential number by the normal gravity value computed on the
 SC0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0448.degrees latitude (g = 980.6199 gals.).
 SC0448
 SC0448.The modeled gravity was interpolated from observed gravity values.
 SC0448
 SC0448;                    North         East    Units  Estimated Accuracy
 SC0448;SPC OR N     -   284,550.    2,260,440.      MT  (+/- 180 meters Scaled)
 SC0448
 SC0448                          SUPERSEDED SURVEY CONTROL
 SC0448
 SC0448  NGVD 29 (??/??/92)   41.786  (m)          137.09   (f) ADJ UNCH    1 2
 SC0448
 SC0448.Superseded values are not recommended for survey control.
 SC0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0448.See file dsdata.txt to determine how the superseded data were derived.
 SC0448
 SC0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS534148(NAD 83)
 SC0448_MARKER: DR = REFERENCE MARK DISK
 SC0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0448_SP_SET: CONCRETE POST
 SC0448_STAMPING: EDDY NO 2 1935
 SC0448_MARK LOGO: CGS   
 SC0448_PROJECTION: PROJECTING 5 CENTIMETERS
 SC0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0448+STABILITY: SURFACE MOTION
 SC0448
 SC0448  HISTORY     - Date     Condition        Report By
 SC0448  HISTORY     - 1935     MONUMENTED       CGS
 SC0448  HISTORY     - 1941     GOOD             NGS
 SC0448  HISTORY     - 1987     GOOD             NGS
 SC0448
 SC0448                          STATION DESCRIPTION
 SC0448
 SC0448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 SC0448'0.6 MI W FROM KNAPPA.
 SC0448'ABOUT .6 MILES WEST OF KNAPPA, ALONG THE S.P. AND S.R.R.  ABOUT 300
 SC0448'FEET WEST OF A LARGE FARM HOUSE, AND DIRECTLY BEHIND IT.  ABOUT 500
 SC0448'FEET SOUTHWEST OF A LARGE FISHING WHARF.  ABOUT 250 FEET SOUTH OF THE
 SC0448'RAILROAD TRACKS, AND ON TOP OF A HILL WHICH IS ABOUT 115 FEET HIGHER
 SC0448'THAN THE TRACKS.  THIS MARK IS ABOUT 50 FEET FROM SOUTH OF
 SC0448'TRIANGULATION EDDY.
 SC0448
 SC0448                          STATION RECOVERY (1987)
 SC0448
 SC0448'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SC0448'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  16.6 KM
 SC0448'(10.30 MI) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF 16TH
 SC0448'STREET IN ASTORIA, THENCE 0.6 KM (0.35 MI) NORTHERLY ALONG A PAVED
 SC0448'ROAD, THENCE 4.6 KM (2.85 MI) EASTERLY ALONG THE BURLINGTON NORTHERN
 SC0448'RAILROAD, 91.5 M (300.2 FT) SOUTH OF THE NEAR RAIL, AND 15.2 M (49.9
 SC0448'FT) SOUTH OF THE STATION MARK.  NOTE--NOT LEVELED TO THIS SURVEY.
 SC0448'THE MARK IS 15.2 METERS  S FROM  A WITNESS POST
 SC0448'THE MARK IS 35.0 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0615 ***********************************************************************
 QD0615  DESIGNATION -  EDDY RM 2
 QD0615  PID         -  QD0615
 QD0615  STATE/COUNTY-  OR/JEFFERSON
 QD0615  USGS QUAD   -  SEEKSEEQUA JUNCTION (1992)
 QD0615
 QD0615                         *CURRENT SURVEY CONTROL
 QD0615  ___________________________________________________________________
 QD0615* NAD 83(1986)-  44 38 38.     (N)    121 15 54.     (W)     SCALED    
 QD0615* NAVD 88     -       474.547  (meters)    1556.91   (feet)  ADJUSTED  
 QD0615  ___________________________________________________________________
 QD0615  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 QD0615  DYNAMIC HT  -         474.416 (meters)    1556.48  (feet)  COMP
 QD0615  MODELED GRAV-     980,329.7   (mgal)                       NAVD 88
 QD0615
 QD0615  VERT ORDER  -  SECOND    CLASS 0
 QD0615
 QD0615.The horizontal coordinates were scaled from a topographic map and have
 QD0615.an estimated accuracy of +/- 6 seconds.
 QD0615
 QD0615.The orthometric height was determined by differential leveling
 QD0615.and adjusted in June 1991.
 QD0615
 QD0615.The geoid height was determined by GEOID03.
 QD0615
 QD0615.The dynamic height is computed by dividing the NAVD 88
 QD0615.geopotential number by the normal gravity value computed on the
 QD0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0615.degrees latitude (g = 980.6199 gals.).
 QD0615
 QD0615.The modeled gravity was interpolated from observed gravity values.
 QD0615
 QD0615;                    North         East    Units  Estimated Accuracy
 QD0615;SPC OR N     -   108,880.    2,439,310.      MT  (+/- 180 meters Scaled)
 QD0615
 QD0615                          SUPERSEDED SURVEY CONTROL
 QD0615
 QD0615  NGVD 29 (??/??/92)  473.437  (m)         1553.27   (f) ADJ UNCH    2 0
 QD0615
 QD0615.Superseded values are not recommended for survey control.
 QD0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0615.See file dsdata.txt to determine how the superseded data were derived.
 QD0615
 QD0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ375448(NAD 83)
 QD0615_MARKER: DR = REFERENCE MARK DISK
 QD0615_SETTING: 80 = SET IN A BOULDER
 QD0615_SP_SET: BOULDER
 QD0615_STAMPING: EDDY NO 2 1946
 QD0615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0615+STABILITY: SURFACE MOTION
 QD0615
 QD0615  HISTORY     - Date     Condition        Report By
 QD0615  HISTORY     - 1946     MONUMENTED       CGS
 QD0615
 QD0615                          STATION DESCRIPTION
 QD0615
 QD0615'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 QD0615'7 MI N FROM THE COVE.
 QD0615'ALONG DESCHUTES RIVER, ABOUT 7 MILES NORTH OF THE COVE, IN SHARP TURN
 QD0615'NEAR BOTTOM OF TRAIL LEADING DOWN TO BIG EDDY, 150 FEET EAST OF AND
 QD0615'ABOUT 75 FEET ABOVE THE RIVER, 9.8 FEET SOUTHEAST OF CENTER LINE OF
 QD0615'TURN IN TRAIL, 12.3 FEET WEST OF STATION MARK, 26.8 FEET NORTHWEST OF
 QD0615'REFERENCE MARK NO. 1.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA1141 ***********************************************************************
 RA1141  DESIGNATION -  EDEN
 RA1141  PID         -  RA1141
 RA1141  STATE/COUNTY-  OR/WALLOWA
 RA1141  USGS QUAD   -  TROY (1995)
 RA1141
 RA1141                         *CURRENT SURVEY CONTROL
 RA1141  ___________________________________________________________________
 RA1141* NAD 83(1991)-  45 55 07.75368(N)    117 29 23.97091(W)     ADJUSTED  
 RA1141* NAVD 88     -      1173.7    (meters)    3851.     (feet)  VERTCON   
 RA1141  ___________________________________________________________________
 RA1141  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 RA1141  GEOID HEIGHT-         -17.65  (meters)                     GEOID03
 RA1141  HORZ ORDER  -  FIRST
 RA1141
 RA1141.The horizontal coordinates were established by classical geodetic methods
 RA1141.and adjusted by the National Geodetic Survey in October 1991.
 RA1141
 RA1141.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1141.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1141
 RA1141.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1141
 RA1141.The geoid height was determined by GEOID03.
 RA1141
 RA1141;                    North         East     Units Scale Factor Converg.
 RA1141;SPC OR N     -   254,620.915 2,733,447.311   MT  0.99998037   +2 08 04.8
 RA1141;SPC OR N     -   835,370.46  8,968,002.99   iFT  0.99998037   +2 08 04.8
 RA1141;SPC WA S     -    69,531.915   733,444.971   MT  0.99998172   +2 11 11.2
 RA1141;SPC WA S     -   228,122.62  2,406,310.71   sFT  0.99998172   +2 11 11.2
 RA1141;UTM  11      - 5,085,144.668   462,003.358   MT  0.99961775   -0 21 07.2
 RA1141
 RA1141!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1141!SPC OR N     -   0.99981880  x   0.99998037  =   0.99979918
 RA1141!SPC WA S     -   0.99981880  x   0.99998172  =   0.99980053
 RA1141!UTM  11      -   0.99981880  x   0.99961775  =   0.99943662
 RA1141
 RA1141|---------------------------------------------------------------------|
 RA1141| PID    Reference Object                     Distance      Geod. Az  |
 RA1141|                                                           dddmmss.s |
 RA1141| CF5218 EDEN RM 1                            18.388 METERS 02351     |
 RA1141| RA1138 WENAHA                              APPROX. 3.4 KM 0551203.7 |
 RA1141| CF5219 EDEN RM 2                            31.760 METERS 31113     |
 RA1141|---------------------------------------------------------------------|
 RA1141
 RA1141                          SUPERSEDED SURVEY CONTROL
 RA1141
 RA1141  NAD 83(1986)-  45 55 07.75992(N)    117 29 23.96536(W) AD(       ) 1
 RA1141  NAD 27      -  45 55 08.24424(N)    117 29 20.32427(W) AD(       ) 1
 RA1141  NGVD 29 (07/19/86) 1172.6    (m)         3847.     (f) VERT ANG    3  
 RA1141
 RA1141.Superseded values are not recommended for survey control.
 RA1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1141.See file dsdata.txt to determine how the superseded data were derived.
 RA1141
 RA1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML6200385145(NAD 83)
 RA1141_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RA1141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RA1141
 RA1141  HISTORY     - Date     Condition        Report By
 RA1141  HISTORY     - 1946     MONUMENTED       CGS
 RA1141
 RA1141                          STATION DESCRIPTION
 RA1141
 RA1141'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JTJ)
 RA1141'THE STATION IS LOCATED 3 MILES SOUTHWEST FROM TROY, 1-1/2 MILES
 RA1141'WEST AND NORTH FROM THE GRANDE RONDE RIVER AND ABOUT 300 YARDS
 RA1141'SOUTH FROM THE ROAD ALONG EDEN RIDGE.  BETWEEN TROY AND THE LONG
 RA1141'MEADOW GUARD STATION.  THE DISK IS STAMPED EDEN 1946 AND IT
 RA1141'PROJECTS 5 INCHES.
 RA1141'
 RA1141'REFERENCE MARK NO 1 IS NORTH-NORTHEAST FROM THE STATION.  IT IS
 RA1141'SITUATED ON THE NORTH-NORTHEAST SLOPE OF THE RIDGE AND ABOUT 3
 RA1141'FEET BELOW THE STATION.  THE DISK IS STAMPED EDEN NO 1 1946
 RA1141'AND IT PROJECTS 6 INCHES.
 RA1141'
 RA1141'REFERENCE MARK NO. 2 IS NORTHWEST FROM THE STATION.  THE DISK
 RA1141'IS STAMPED EDEN NO 2 1946 AND IT PROJECTS 4 INCHES.
 RA1141'
 RA1141'THE PICTURE POINT IS A LONE PINE TREE.  IT IS SITUATED IN A
 RA1141'CLEARING, WEST FROM THE STATION.
 RA1141'
 RA1141'THE AZIMUTH MARK IS STATION WENAHA.  IT IS SITUATED 1.7 MILES
 RA1141'BY ROAD FROM TROY.  ON A NARROW HOG BACK RIDGE JUST EAST FROM
 RA1141'THE ROAD LEADING TO LONG MEADOW GUARD STATION.  THE DISK IS
 RA1141'STAMPED WENAHA 1946 AND IT PROJECTS 6 INCHES.
 RA1141'
 RA1141'TO REACH THE STATION FROM THE BRIDGE SPANNING THE WENAHA RIVER
 RA1141'IN TROY, GO UP GRADE FOR 0.3 MILE.  THENCE RIGHT FOR 3.7 MILES
 RA1141'TO A T ROAD RIGHT AT A SIGN PALMER JUNCTION 32, TURN RIGHT AND
 RA1141'FOLLOW THE RIDGE ROAD FOR 1.2 MILES TO A TRIANGULAR BLAZE ON A
 RA1141'SMALL PINE TREE AND A DIM TRACK ROAD LEFT.  TURN LEFT AND FOLLOW
 RA1141'THE DIM ROAD FOR ABOUT 0.45 MILE TO A LARGE CLEARING AND THE
 RA1141'STATION AS DESCRIBED.
 RA1141'
 RA1141'HEIGHT OF LIGHT ABOVE STATION MARK 0.00 METER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0511 ***********************************************************************
 QC0511  DESIGNATION -  EDGE
 QC0511  PID         -  QC0511
 QC0511  STATE/COUNTY-  OR/GRANT
 QC0511  USGS QUAD   -  MT MISERY (1990)
 QC0511
 QC0511                         *CURRENT SURVEY CONTROL
 QC0511  ___________________________________________________________________
 QC0511* NAD 83(1991)-  44 42 04.67127(N)    119 38 48.30758(W)     ADJUSTED  
 QC0511* NAVD 88     -       604.740  (meters)    1984.05   (feet)  ADJUSTED  
 QC0511  ___________________________________________________________________
 QC0511  LAPLACE CORR-           5.67  (seconds)                    DEFLEC99
 QC0511  GEOID HEIGHT-         -19.34  (meters)                     GEOID03
 QC0511  DYNAMIC HT  -         604.586 (meters)    1983.55  (feet)  COMP
 QC0511  MODELED GRAV-     980,345.0   (mgal)                       NAVD 88
 QC0511
 QC0511  HORZ ORDER  -  SECOND
 QC0511  VERT ORDER  -  FIRST     CLASS II
 QC0511
 QC0511.The horizontal coordinates were established by classical geodetic methods
 QC0511.and adjusted by the National Geodetic Survey in October 1991.
 QC0511
 QC0511.The orthometric height was determined by differential leveling
 QC0511.and adjusted in June 1991.
 QC0511
 QC0511.The Laplace correction was computed from DEFLEC99 derived deflections.
 QC0511
 QC0511.The geoid height was determined by GEOID03.
 QC0511
 QC0511.The dynamic height is computed by dividing the NAVD 88
 QC0511.geopotential number by the normal gravity value computed on the
 QC0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0511.degrees latitude (g = 980.6199 gals.).
 QC0511
 QC0511.The modeled gravity was interpolated from observed gravity values.
 QC0511
 QC0511;                    North         East     Units Scale Factor Converg.
 QC0511;SPC OR N     -   115,327.184 2,567,618.379   MT  0.99992766   +0 36 18.4
 QC0511;SPC OR N     -   378,370.03  8,423,944.81   iFT  0.99992766   +0 36 18.4
 QC0511;UTM  11      - 4,953,177.192   290,313.551   MT  1.00014072   -1 51 44.7
 QC0511
 QC0511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QC0511!SPC OR N     -   0.99990822  x   0.99992766  =   0.99983589
 QC0511!UTM  11      -   0.99990822  x   1.00014072  =   1.00004893
 QC0511
 QC0511:                Primary Azimuth Mark                     Grid Az
 QC0511:SPC OR N     -  EDGE AZ MK                               005 54 15.5
 QC0511:UTM  11      -  EDGE AZ MK                               008 22 18.6
 QC0511
 QC0511|---------------------------------------------------------------------|
 QC0511| PID    Reference Object                     Distance      Geod. Az  |
 QC0511|                                                           dddmmss.s |
 QC0511| QC0509 EDGE AZ MK                                         0063033.9 |
 QC0511| QC0514 G 415                                              1833933.8 |
 QC0511| QC0512 EDGE RM 1                            11.277 METERS 25441     |
 QC0511| QC0513 EDGE RM 2                            15.621 METERS 35626     |
 QC0511|---------------------------------------------------------------------|
 QC0511
 QC0511                          SUPERSEDED SURVEY CONTROL
 QC0511
 QC0511  NAD 83(1986)-  44 42 04.67818(N)    119 38 48.30410(W) AD(       ) 2
 QC0511  NAD 27      -  44 42 05.16700(N)    119 38 44.33400(W) AD(       ) 2
 QC0511  NGVD 29 (??/??/92)  603.626  (m)         1980.40   (f) ADJ UNCH    1 2
 QC0511
 QC0511.Superseded values are not recommended for survey control.
 QC0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0511.See file dsdata.txt to determine how the superseded data were derived.
 QC0511
 QC0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKK9031453177(NAD 83)
 QC0511_MARKER: DS = TRIANGULATION STATION DISK
 QC0511_SETTING: 80 = SET IN A BOULDER
 QC0511_SP_SET: BOULDER
 QC0511_STAMPING: EDGE 1945
 QC0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0511+STABILITY: SURFACE MOTION
 QC0511
 QC0511  HISTORY     - Date     Condition        Report By
 QC0511  HISTORY     - 1946     MONUMENTED       CGS
 QC0511  HISTORY     - 1963     SEE DESCRIPTION  CGS
 QC0511  HISTORY     - 1975     SEE DESCRIPTION  NGS
 QC0511  HISTORY     - 1975     GOOD             NGS
 QC0511
 QC0511                          STATION DESCRIPTION
 QC0511
 QC0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 QC0511'ABOUT 4 MILE SOUTH OF KIMBERLY BETWEEN THE HIGHWAY AND THE JOHN DAY
 QC0511'RIVER.  STATION IS ABOUT 150 FEET SOUTH OF A WOOD BRIDGE, ABOUT 75
 QC0511'FEET EAST OF THE JOHN DAY RIVER, AND 33 FEET WEST OF THE CENTER
 QC0511'LINE OF STATE ROUTE 19.  THE MARK IS SET IN THE TOP OF A BOULDER
 QC0511'2 FEET IN DIAMETER AND PROJECTS 1 FOOT.  IT IS STAMPED--EDGE
 QC0511'1945.
 QC0511'
 QC0511'REFERENCE MARK NO. 1 IS WEST OF THE STATION AND ABOUT 3 FEET
 QC0511'LOWER.  IT IS ON THE EDGE OF THE RIVER BANK, SET IN THE TOP OF A
 QC0511'BOULDER 3 FEET IN DIAMETER AND PROJECTS 6 INCHES.
 QC0511'
 QC0511'REFERENCE MARK NO. 2 IS NORTH OF THE STATION AT ABOUT THE SAME
 QC0511'ELEVATION.  IT IS 28 FEET WEST OF THE CENTER LINE OF THE HIGHWAY
 QC0511'AND IS SET IN THE TOP OF A BOULDER WHICH IS 3 FEET IN DIAMETER AND
 QC0511'PROJECTS 1-1/2 FEET.
 QC0511'
 QC0511'THE AZIMUTH MARK IS 0.6 MILE NORTH OF THE STATION, 0.15 MILE NORTH
 QC0511'OF A WOOD BRIDGE, ABOUT 150 FEET EAST OF THE JOHN DAY RIVER, 25
 QC0511'FEET WEST OF THE CENTER LINE OF ROUTE 19, AND ABOUT 20 FEET
 QC0511'ABOVE THE ROAD.  IT IS SET IN THE TOP OF A BOULDER 4 FEET IN
 QC0511'DIAMETER AND PROJECTS 2-1/2 FEET.
 QC0511'
 QC0511'ALL REFERENCE MARKS ARE STAMPED WITH THE NAME AND DATE OF THE
 QC0511'STATION AND WITH THEIR RESPECTIVE NUMBERS.
 QC0511'
 QC0511'STATION IS REACHED FROM KIMBERLY BY GOING SOUTH ON STATE ROUTE
 QC0511'19 FOR 4.7 MILES TO MILE POST 110 ON THE RIGHT.  THEN CONTINUE
 QC0511'FOR 0.2 MILE TO STATION SITE ON THE RIGHT.
 QC0511
 QC0511                          STATION RECOVERY (1963)
 QC0511
 QC0511'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FN)
 QC0511'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND AZIMUTH
 QC0511'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  A METAL WITNESS
 QC0511'POST WAS PLACED 18 INCHES NORTHWEST OF REFERENCE MARK NO. 2 AND A
 QC0511'METAL WITNESS POST WAS PLACED 2 FEET NORTHWEST OF THE AZIMUTH
 QC0511'MARK.  THE TO REACH IS ADEQUATE.
 QC0511
 QC0511                          STATION RECOVERY (1975)
 QC0511
 QC0511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 QC0511'THE STATION MARK, AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 QC0511'CONDITION.  THE AZIMUTH MARK WAS DESTROYED WHEN THE HIGHWAY WAS
 QC0511'IMPROVED AT THIS MILEAGE.  ANOTHER AZIMUTH WAS ESTABLISHED.  A NEW
 QC0511'AND COMPLETE DESCRIPTION FOLLOWS.
 QC0511'
 QC0511'THE STATION IS ON RANGE LAND OWNED BY MR. HOWARD GABLE, W-4 RANCH.
 QC0511'
 QC0511'TO REACH THE STATION FROM THE KIMBERLY POST OFFICE GO SOUTH ON
 QC0511'STATE HIGHWAY 19 FOR 4.8 MILES TO MILEPOST NO. 110, CONTINUE SOUTH
 QC0511'ON THE HIGHWAY FOR 0.1 MILE TO THE STATION ON THE RIGHT.
 QC0511'
 QC0511'THE STATION MARK, STAMPED EDGE 1945, IS A STANDARD DISK CEMENTED
 QC0511'IN A DRILL HOLE IN A 2 BY 3 FOOT BOULDER THAT PROJECTS 1-FOOT, 330
 QC0511'FEET SOUTH OF A WOODEN BRIDGE OVER A SMALL STREAM, 33 FEET WEST OF
 QC0511'THE CENTER OF STATE HIGHWAY 19, AND 4 FEET WEST OF THE
 QC0511'RIGHT-OF-WAY FENCE LINE.  (NOTE 4)
 QC0511'
 QC0511'REFERENCE MARK NO. 1, STAMPED EDGE NO 1 1945, IS A STANDARD DISK
 QC0511'CEMENTED IN A DRILL HOLE IN A 2 BY 3 FOOT BOULDER THAT PROJECTS
 QC0511'4-INCHES, 70 FEET WEST OF THE CENTER OF THE HIGHWAY, AND ON THE
 QC0511'TOP OF THE BANK WHERE IT DESCENDS RAPIDLY TO THE RIVER.  (NOTE
 QC0511'12C)
 QC0511'
 QC0511'REFERENCE MARK NO. 2, STAMPED EDGE NO 2 1975, IS A STANDARD DISK
 QC0511'CEMENTED IN A DRILL HOLE IN A 3 BY 3 FOOT BOULDER THAT PROJECTS
 QC0511'2-FEET, 280 FEET SOUTH OF THE BRIDGE, 29 FEET WEST OF THE CENTER OF
 QC0511'THE HIGHWAY, 1 FOOT EAST OF THE RIGHT-OF-WAY FENCE LINE, AND 1
 QC0511'FOOT NORTHWEST OF A METAL WITNESS POST.  (NOTE 12C)
 QC0511'
 QC0511'TO REACH BENCH MARK G 415, WHICH WAS USED FOR THE AZIMUTH MARK,
 QC0511'FROM THE STATION GO SOUTH ON STATE HIGHWAY 19 FOR 0.7 MILE TO THE
 QC0511'MARK ON THE LEFT.
 QC0511'
 QC0511'BENCH MARK G 415, STAMPED G 415 1945, IS A STANDARD BENCH MARK
 QC0511'DISK SET IN AN 8-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 QC0511'5-INCHES, 0.2 MILE NORTH OF MILEPOST NO. 111, 42 FEET EAST OF THE
 QC0511'CENTER OF STATE HIGHWAY 19, 1 FOOT WEST OF THE RIGHT-OF-WAY FENCE
 QC0511'LINE, 1 FOOT NORTH OF A METAL WITNESS POST, AND 3 FEET HIGHER
 QC0511'THAN THE HIGHWAY.
 QC0511'
 QC0511'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QC0511'4 MILES SOUTH OF KIMBERLY.
 QC0511
 QC0511                          STATION RECOVERY (1975)
 QC0511
 QC0511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 QC0511'4 MI S FROM KIMBERLY.
 QC0511'REACHED FROM THE KIMBERLY POST OFFICE BY GOING SOUTH ON STATE HIGHWAY
 QC0511'19 FOR 4.9 MILES TO THE MARK ON THE LEFT, 0.1 MILE SOUTH OF MILEPOST
 QC0511'NO. 110, 330 FEET SOUTH OF A WOODEN BRIDGE OVER A SMALL STREAM, 33
 QC0511'FEET WEST OF THE CENTER OF STATE HIGHWAY 19, AND 4 FEET WEST OF THE
 QC0511'RIGHT-OF-WAY FENCE LINE, SET IN A 2 BY 3 FOOT BOULDER THAT PROJECTS
 QC0511'1-FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0610 ***********************************************************************
 QD0610  DESIGNATION -  EDGE
 QD0610  PID         -  QD0610
 QD0610  STATE/COUNTY-  OR/JEFFERSON
 QD0610  USGS QUAD   -  SEEKSEEQUA JUNCTION (1992)
 QD0610
 QD0610                         *CURRENT SURVEY CONTROL
 QD0610  ___________________________________________________________________
 QD0610* NAD 83(1991)-  44 38 15.42372(N)    121 15 34.08549(W)     ADJUSTED  
 QD0610* NAVD 88     -       734.677  (meters)    2410.35   (feet)  ADJUSTED  
 QD0610  ___________________________________________________________________
 QD0610  LAPLACE CORR-           4.27  (seconds)                    DEFLEC99
 QD0610  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 QD0610  DYNAMIC HT  -         734.478 (meters)    2409.70  (feet)  COMP
 QD0610  MODELED GRAV-     980,322.8   (mgal)                       NAVD 88
 QD0610
 QD0610  HORZ ORDER  -  SECOND
 QD0610  VERT ORDER  -  SECOND    CLASS 0
 QD0610
 QD0610.The horizontal coordinates were established by classical geodetic methods
 QD0610.and adjusted by the National Geodetic Survey in October 1991.
 QD0610
 QD0610.The orthometric height was determined by differential leveling
 QD0610.and adjusted in June 1991.
 QD0610
 QD0610.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD0610
 QD0610.The geoid height was determined by GEOID03.
 QD0610
 QD0610.The dynamic height is computed by dividing the NAVD 88
 QD0610.geopotential number by the normal gravity value computed on the
 QD0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0610.degrees latitude (g = 980.6199 gals.).
 QD0610
 QD0610.The modeled gravity was interpolated from observed gravity values.
 QD0610
 QD0610;                    North         East     Units Scale Factor Converg.
 QD0610;SPC OR N     -   108,177.353 2,439,746.747   MT  0.99993726   -0 32 19.0
 QD0610;SPC OR N     -   354,912.58  8,004,418.46   iFT  0.99993726   -0 32 19.0
 QD0610;UTM  10      - 4,944,169.039   638,042.785   MT  0.99983434   +1 13 23.3
 QD0610
 QD0610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD0610!SPC OR N     -   0.99988820  x   0.99993726  =   0.99982547
 QD0610!UTM  10      -   0.99988820  x   0.99983434  =   0.99972256
 QD0610
 QD0610|---------------------------------------------------------------------|
 QD0610| PID    Reference Object                     Distance      Geod. Az  |
 QD0610|                                                           dddmmss.s |
 QD0610| QD0613 EDGE AZ MK                          358.523 METERS 04941     |
 QD0610| QD0611 EDGE RM 1                            11.960 METERS 21835     |
 QD0610| QD0612 EDGE RM 2                             3.828 METERS 26457     |
 QD0610|---------------------------------------------------------------------|
 QD0610
 QD0610                          SUPERSEDED SURVEY CONTROL
 QD0610
 QD0610  NAD 83(1986)-  44 38 15.43274(N)    121 15 34.08559(W) AD(       ) 2
 QD0610  NAD 27      -  44 38 16.00400(N)    121 15 29.91600(W) AD(       ) 2
 QD0610  NGVD 29 (??/??/92)  733.575  (m)         2406.74   (f) ADJ UNCH    2 0
 QD0610
 QD0610.Superseded values are not recommended for survey control.
 QD0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0610.See file dsdata.txt to determine how the superseded data were derived.
 QD0610
 QD0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ3804344169(NAD 83)
 QD0610_MARKER: DS = TRIANGULATION STATION DISK
 QD0610_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 QD0610_SP_SET: UNSP ROCK
 QD0610_STAMPING: EDGE 1946
 QD0610_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QD0610
 QD0610  HISTORY     - Date     Condition        Report By
 QD0610  HISTORY     - 1946     MONUMENTED       CGS
 QD0610  HISTORY     - 1946     GOOD             CGS
 QD0610  HISTORY     - 1973     SEE DESCRIPTION  NGS
 QD0610
 QD0610                          STATION DESCRIPTION
 QD0610
 QD0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 QD0610'THE STATION IS LOCATED ABOUT 6.5 MILES, AIRLINE, NORTHWEST OF
 QD0610'MADRAS AND ABOUT 4 MILES, AIRLINE, NORTH OF THE MOUTH OF METOLIUS
 QD0610'RIVER ON THE EAST RIM OF THE DESCHUTES RIVER CANYON.  IT IS ABOUT
 QD0610'0.3 MILES EAST OF THE DESCHUTES RIVER AND 10 FEET SOUTH OF THE
 QD0610'NORTH EDGE OF THE RIM.  IT IS A STANDARD DISK, STAMPED EDGE 1946,
 QD0610'SET IN A DRILL HOLE IN BEDROCK FLUSH WITH THE SURFACE OF THE
 QD0610'GROUND.
 QD0610'
 QD0610'REFERENCE MARK NO. 1 IS SOUTHWEST OF THE STATION.  IT IS 8 FEET
 QD0610'SOUTH OF THE NORTH EDGE OF THE RIM.  IT IS A STANDARD DISK,
 QD0610'STAMPED EDGE NO 1 1946, SET IN A DRILL HOLE IN BEDROCK FLUSH WITH
 QD0610'THE SURFACE OF THE GROUND.
 QD0610'
 QD0610'REFERENCE MARK NO. 2 IS WEST OF THE STATION.  IT IS 1.5 FEET SOUTH
 QD0610'OF THE NORTH EDGE OF THE RIM.  IT IS A STANDARD DISK, STAMPED
 QD0610'EDGE NO 2 1946, SET IN A DRILL HOLE IN BEDROCK FLUSH WITH THE
 QD0610'SURFACE OF THE GROUND.
 QD0610'
 QD0610'THE AZIMUTH MARK IS NORTHEAST OF THE STATION.  IT IS 10 FEET
 QD0610'SOUTH OF THE EDGE OF A RIM, 15 FEET WEST OF SCRUB JUNIPER BUSH
 QD0610'AND 120 FEET NORTHWEST OF THE TURN AROUND AT THE END OF THE
 QD0610'ROAD.  IT IS A STANDARD DISK, STAMPED EDGE 1946, SET IN A DRILL
 QD0610'HOLE IN BEDROCK FLUSH WITH THE SURFACE OF THE GROUND.
 QD0610'
 QD0610'TO REACH THE STATION FROM METOLIUS GO NORTH ON U.S. HIGHWAY 97
 QD0610'FOR 0.5 MILE TO A CROSSROADS, TURN LEFT, WEST AND GO 1.3 MILES
 QD0610'TO A T ROAD RIGHT.  TURN RIGHT AND GO 1.0 MILE TO A
 QD0610'CROSSROADS.  TURN RIGHT, NORTH, AND GO 1.80 MILES TO A CROSSROADS,
 QD0610'TURN LEFT, WEST AND GO 1.0 MILE TO A T ROAD RIGHT.  TURN RIGHT,
 QD0610'NORTH, AND GO 0.75 MILE TO A CROSSROADS AND THE REMAINS OF THE
 QD0610'ROUND BUTTE SCHOOL WHICH IS BURNED DOWN.  TURN LEFT, WEST AND
 QD0610'GO 1.35 MILES TO A FORKS.  TAKE RIGHT FORK, PASSING THROUGH
 QD0610'WIRE GATE, AND GO 0.5 MILE TO THE END OF TRUCK TRAVEL.  THE
 QD0610'AZIMUTH MARK IS 120 FEET NORTHWEST OF THIS POINT.  FROM HERE
 QD0610'PACK SOUTHWEST FOR 0.4 MILE TO THE STATION AS DESCRIBED.
 QD0610
 QD0610                          STATION RECOVERY (1946)
 QD0610
 QD0610'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 QD0610'6.5 MI N FROM THE COVE.
 QD0610'ON EAST RIM OF DESCHUTES RIVER CANYON, ABOUT 6.5 MILES NORTH OF THE
 QD0610'COVE, ABOUT 0.3 MILE SOUTHWEST OF TOP OF TRAIL LEADING DOWN TO BIG
 QD0610'EDDY, IN OPEN ROCK COVERED AREA, SET IN SOLID ROCK, 10 FEET SOUTHEAST
 QD0610'OF EDGE OF RIM, 39.2 FEET NORTHEAST OF REFERENCE MARK NO. 1, 12.6 FEET
 QD0610'EAST OF REFERENCE MARK NO. 2.
 QD0610
 QD0610                          STATION RECOVERY (1973)
 QD0610
 QD0610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 QD0610'THE STATION MARK, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK WAS
 QD0610'RECOVERED IN GOOD CONDITION.  LINE OF SIGHT WAS NOT CLEARED TO THE
 QD0610'AZIMUTH MARK.  GENEROUS PORTIONS OF SIGNAL CLOTH WAS TIED ON THE
 QD0610'TREES, AND BUSHES IN THE VICINITY OF THE STATION, AND IN THE
 QD0610'VICINITY OF THE AZIMUTH MARK.  THE TO REACH IS OBSOLETE.  A NEW
 QD0610'TO REACH FOLLOWS.
 QD0610'
 QD0610'TO REACH THE STATION FROM THE CROSS STREET JUST SOUTH OF THE
 QD0610'MADRAS POST OFFICE GO WEST ON C STREET FOR 0.1 MILE TO U.S. HIGHWAYS
 QD0610'26, AND 97, TURN LEFT, AND GO SOUTH ON THE HIGHWAYS FOR
 QD0610'0.7 MILE TO J STREET, TURN RIGHT, AND GO WEST ON J STREET FOR 0.5
 QD0610'MILE TO A MACADAM CROSSROAD, AND THE BEGINNING OF BELMONT LANE,
 QD0610'AT THE SIGN, ROUND BUTTE DAM VIEWPOINT, CONTINUE STRAIGHT AHEAD,
 QD0610'WESTERLY, ON BELMONT LANE FOR 6.9 MILES TO A GATE, AND TRACK
 QD0610'ROAD RIGHT, OPPOSITE A MACADAM ROAD SOUTH, TURN RIGHT, PASS THRU
 QD0610'THE GATE, AND GO NORTH ON THE TRACK ROAD PARALLELING THE POWER
 QD0610'LINE FOR 0.8 MILE TO A CROSSROAD, TURN LEFT, WEST, FOR 0.1
 QD0610'MILE TO A T INTERSECTION, AND A GATE ON THE RIGHT, TURN RIGHT,
 QD0610'PASS THRU THE GATE, AND GO NORTH ON THE TRACK ROAD FOR 0.4 MILE
 QD0610'TO A FORK, TAKE THE LEFT FORK, MAIN TRAVELED ROAD, AND GO
 QD0610'WESTERLY FOR 0.15 MILE TO A TURNAROUND AT THE END OF THE ROAD,
 QD0610'AND THE END OF TRUCK TRAVEL.  TO REACH THE AZIMUTH MARK
 QD0610'FROM THE END OF TRUCK TRAVEL HIKE NORTHEAST ALONG THE EDGE OF
 QD0610'THE RIM FOR 0.2 MILE TO THE AZIMUTH MARK.  TO REACH THE
 QD0610'STATION FROM THE END OF TRUCK TRAVEL HIKE SOUTHWEST ALONG THE
 QD0610'EDGE OF THE RIM FOR 0.2 MILE TO THE STATION.
 QD0610'
 QD0610'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QD0610'7 MILES WEST OF MADRAS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0337 ***********************************************************************
 NW0337  DESIGNATION -  EDGE
 NW0337  PID         -  NW0337
 NW0337  STATE/COUNTY-  OR/MALHEUR
 NW0337  USGS QUAD   -  HOPPIN SPRINGS (1982)
 NW0337
 NW0337                         *CURRENT SURVEY CONTROL
 NW0337  ___________________________________________________________________
 NW0337* NAD 83(1991)-  42 06 12.26351(N)    117 36 48.61221(W)     ADJUSTED  
 NW0337* NAVD 88     -      2040.2    (meters)    6694.     (feet)  VERTCON   
 NW0337  ___________________________________________________________________
 NW0337  LAPLACE CORR-          10.90  (seconds)                    DEFLEC99
 NW0337  GEOID HEIGHT-         -18.15  (meters)                     GEOID03
 NW0337  HORZ ORDER  -  FIRST
 NW0337
 NW0337.The horizontal coordinates were established by classical geodetic methods
 NW0337.and adjusted by the National Geodetic Survey in October 1991.
 NW0337
 NW0337.The NAVD 88 height was computed by applying the VERTCON shift value to
 NW0337.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NW0337
 NW0337.The Laplace correction was computed from DEFLEC99 derived deflections.
 NW0337
 NW0337.The geoid height was determined by GEOID03.
 NW0337
 NW0337;                    North         East     Units Scale Factor Converg.
 NW0337;SPC OR S     -    52,630.701 1,738,729.307   MT  1.00006581   +1 58 29.2
 NW0337;SPC OR S     -   172,672.90  5,704,492.48   iFT  1.00006581   +1 58 29.2
 NW0337;SPC NV W     - 4,816,637.918   880,213.301   MT  0.99997914   +0 39 01.0
 NW0337;SPC NV W     -15,802,586.24  2,887,833.14   sFT  0.99997914   +0 39 01.0
 NW0337;UTM  11      - 4,661,439.528   449,273.352   MT  0.99963166   -0 24 40.8
 NW0337
 NW0337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NW0337!SPC OR S     -   0.99968295  x   1.00006581  =   0.99974874
 NW0337!SPC NV W     -   0.99968295  x   0.99997914  =   0.99966210
 NW0337!UTM  11      -   0.99968295  x   0.99963166  =   0.99931473
 NW0337
 NW0337|---------------------------------------------------------------------|
 NW0337| PID    Reference Object                     Distance      Geod. Az  |
 NW0337|                                                           dddmmss.s |
 NW0337| CD6479 EDGE RM 1                            12.662 METERS 00910     |
 NW0337| CD6478 EDGE AZ MK                                         1045209.0 |
 NW0337| CD6480 EDGE RM 2                            15.156 METERS 28726     |
 NW0337|---------------------------------------------------------------------|
 NW0337
 NW0337                          SUPERSEDED SURVEY CONTROL
 NW0337
 NW0337  NAD 83(1986)-  42 06 12.27306(N)    117 36 48.61490(W) AD(       ) 1
 NW0337  NAD 27      -  42 06 12.68400(N)    117 36 45.11800(W) AD(       ) 1
 NW0337  NGVD 29 (07/19/86) 2039.0    (m)         6690.     (f) VERT ANG    3  
 NW0337
 NW0337.Superseded values are not recommended for survey control.
 NW0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0337.See file dsdata.txt to determine how the superseded data were derived.
 NW0337
 NW0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG4927361440(NAD 83)
 NW0337_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NW0337_SETTING: 80 = SET IN A BOULDER
 NW0337_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 NW0337
 NW0337  HISTORY     - Date     Condition        Report By
 NW0337  HISTORY     - 1956     MONUMENTED       CGS
 NW0337  HISTORY     - 1975     GOOD             USGS
 NW0337
 NW0337                          STATION DESCRIPTION
 NW0337
 NW0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 NW0337'THE STATION IS LOCATED ON THE TOP OF A HIGH MESA THAT IS ABOUT 11
 NW0337'MILES (AIR LINE) NORTHEAST OF MC DERMITT, NEVADA, 9 MILES EAST OF
 NW0337'U.S. HIGHWAY 95, 0.5 MILE WEST OF A TRACK ROAD, AND 7 FEET WEST
 NW0337'OF A WHITE WITNESS POST.
 NW0337'
 NW0337'TO REACH THE STATION FROM THE POST OFFICE IN MC DERMITT, NEVADA,
 NW0337'GO NORTH ON U.S. HIGHWAY 95 FOR 0.8 MILES TO A SIDE ROAD
 NW0337'RIGHT.  TURN RIGHT (NORTHEASTERLY) AND GO 0.2 MILE TO A FORK.  TAKE
 NW0337'THE LEFT FORK AND GO 0.2 MILE TO A FORK.  TAKE THE LEFT FORK
 NW0337'(NORTHEASTERLY) AND GO 1.8 MILES TO A GATE IN A NORTH-SOUTH
 NW0337'FENCE LINE.  PASS THROUGH THE GATE AND FOLLOW THE MAIN TRAVELED
 NW0337'ROAD FOR 1.1 MILES TO A CROSSROAD.  CONTINUE AHEAD
 NW0337'(NORTHEASTERLY) AND GO 2.2 MILES TO A WIRE CORRAL ON THE RIGHT.
 NW0337'CONTINUE AHEAD (NORTHEASTERLY) AND FOLLOW THE MAIN
 NW0337'TRAVELED ROAD FOR 3.9 MILES TO A GATE.  PASS THROUGH THE GATE
 NW0337'AND GO 0.3 MILE TO A FORK.  TAKE THE LEFT FORK AND GO
 NW0337'NORTHERLY FOR 0.8 MILE TO A GATE.  PASS THROUGH THE GATE
 NW0337'AND TURN LEFT AND GO ABOUT 125 FEET TO THE AZIMUTH MARK.  FROM
 NW0337'THE AZIMUTH MARK DRIVE (WESTERLY) ACROSS COUNTRY FOR ABOUT
 NW0337'0.6 MILES TO THE STATION.  A 4-WHEEL DRIVE IS REQUIRED FOR
 NW0337'THIS STATION.
 NW0337'
 NW0337'THE STATION MARK, A STANDARD DISK STAMPED EDGE 1956, IS SET
 NW0337'IN A DRILL HOLE IN A BOULDER THAT PROJECTS ABOUT 2 INCHES ABOVE
 NW0337'THE GROUND.
 NW0337'
 NW0337'REFERENCE MARK 1, A STANDARD DISK STAMPED EDGE NO 1 1956, IS
 NW0337'SET IN A DRILL HOLE IN A BOULDER THAT PROJECTS ABOUT 4 INCHES
 NW0337'ABOVE THE GROUND.  IT IS ABOUT THE SAME ELEVATION AS THE STATION
 NW0337'MARK.
 NW0337'
 NW0337'REFERENCE MARK 2, A STANDARD DISK STAMPED EDGE NO 2 1956, IS
 NW0337'SET IN A DRILL HOLE IN A BOULDER THAT PROJECTS ABOUT 6 INCHES
 NW0337'ABOVE THE GROUND.  IT IS ABOUT THE SAME ELEVATION AS THE STATION
 NW0337'MARK.
 NW0337'
 NW0337'THE AZIMUTH MARK, A STANDARD DISK STAMPED EDGE 1956, IS SET IN
 NW0337'A DRILL HOLE IN A BOULDER THAT PROJECTS ABOUT 8 INCHES ABOVE
 NW0337'THE GROUND.  IT IS ABOUT 150 FEET WEST-SOUTHWEST OF A GATE IN
 NW0337'A FENCE LINE, 125 FEET SOUTH OF A TRACK ROAD, 52 FEET WEST OF A
 NW0337'FENCE, AND 2 FEET WEST OF A WHITE WITNESS POST.
 NW0337
 NW0337                          STATION RECOVERY (1975)
 NW0337
 NW0337'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NW0337'RECOVERED AS DESCRIBED.  ALL MARKS IN GOOD CONDITION.
 NW0337'
 NW0337'NEW TO REACH FOLLOWS--TO REACH FROM POST OFFICE IN MCDERMITT,
 NW0337'NV, GO N. ON U.S. HWY. 95 0.8 MI TO SIDE RD. RIGHT.  TURN RIGHT
 NW0337'(NE.) THROUGH GARBAGE DISPOSAL AREA 2.3 MI TO N.-S. FENCE AND
 NW0337'CATTLEGUARD, FOLLOW MAIN-TRAVELED RD. NORTHEASTERLY 1.1 MI TO
 NW0337'X-RD., CONTINUE NORTHEASTERLY 2.2 MI TO X-RD. IN GRASSY AREA.
 NW0337'FOLLOW MAIN RD. N. AND E. 4.1 MI TO GATE, PASS THROUGH GATE 0.3
 NW0337'MI TO FORK.  TAKE LEFT FORK NORTHERLY 0.8 MI TO GATE, DRIVE
 NW0337'THROUGH GATE AND TURN LEFT ALONG FENCE ABOUT 125 FT TO AZIMUTH
 NW0337'MARK.  FROM AZIMUTH MARK DRIVE WESTERLY ACROSS COUNTRY ABOUT 0.6
 NW0337'MI TO STATION.
 NW0337'
 NW0337'INSTRUMENT STAND 15.8 FT ABOVE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0900 ***********************************************************************
 NZ0900  DESIGNATION -  EDGE
 NZ0900  PID         -  NZ0900
 NZ0900  STATE/COUNTY-  OR/DOUGLAS
 NZ0900  USGS QUAD   -  QUINES CREEK (1986)
 NZ0900
 NZ0900                         *CURRENT SURVEY CONTROL
 NZ0900  ___________________________________________________________________
 NZ0900* NAD 83(1991)-  42 49 02.77809(N)    123 15 40.60248(W)     ADJUSTED  
 NZ0900* NAVD 88     -       587.047  (meters)    1926.00   (feet)  ADJUSTED  
 NZ0900  ___________________________________________________________________
 NZ0900  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 NZ0900  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 NZ0900  DYNAMIC HT  -         586.847 (meters)    1925.35  (feet)  COMP
 NZ0900  MODELED GRAV-     980,261.4   (mgal)                       NAVD 88
 NZ0900
 NZ0900  HORZ ORDER  -  SECOND
 NZ0900  VERT ORDER  -  FIRST     CLASS II
 NZ0900
 NZ0900.The horizontal coordinates were established by classical geodetic methods
 NZ0900.and adjusted by the National Geodetic Survey in October 1991.
 NZ0900
 NZ0900.The orthometric height was determined by differential leveling
 NZ0900.and adjusted in June 1991.
 NZ0900
 NZ0900.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ0900
 NZ0900.The geoid height was determined by GEOID03.
 NZ0900
 NZ0900.The dynamic height is computed by dividing the NAVD 88
 NZ0900.geopotential number by the normal gravity value computed on the
 NZ0900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0900.degrees latitude (g = 980.6199 gals.).
 NZ0900
 NZ0900.The modeled gravity was interpolated from observed gravity values.
 NZ0900
 NZ0900;                    North         East     Units Scale Factor Converg.
 NZ0900;SPC OR S     -   131,552.798 1,274,237.724   MT  0.99991328   -1 53 20.8
 NZ0900;SPC OR S     -   431,603.67  4,180,569.96   iFT  0.99991328   -1 53 20.8
 NZ0900;UTM  10      - 4,740,575.061   478,640.676   MT  0.99960561   -0 10 39.3
 NZ0900
 NZ0900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NZ0900!SPC OR S     -   0.99991165  x   0.99991328  =   0.99982493
 NZ0900!UTM  10      -   0.99991165  x   0.99960561  =   0.99951729
 NZ0900
 NZ0900:                Primary Azimuth Mark                     Grid Az
 NZ0900:SPC OR S     -  BIG                                      005 12 34.0
 NZ0900:UTM  10      -  BIG                                      003 29 52.5
 NZ0900
 NZ0900|---------------------------------------------------------------------|
 NZ0900| PID    Reference Object                     Distance      Geod. Az  |
 NZ0900|                                                           dddmmss.s |
 NZ0900| NZ0899 BIG                                 APPROX. 0.6 KM 0031913.2 |
 NZ0900| NZ1234 BRAKE                               381.716 METERS 16436     |
 NZ0900|---------------------------------------------------------------------|
 NZ0900
 NZ0900                          SUPERSEDED SURVEY CONTROL
 NZ0900
 NZ0900  NAD 83(1986)-  42 49 02.76600(N)    123 15 40.62313(W) AD(       ) 2
 NZ0900  NAD 27      -  42 49 03.32960(N)    123 15 36.39560(W) AD(       ) 2
 NZ0900  NGVD 29 (07/19/86)  586.3    (m)         1924.     (f) VERT ANG    3  
 NZ0900
 NZ0900.Superseded values are not recommended for survey control.
 NZ0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0900.See file dsdata.txt to determine how the superseded data were derived.
 NZ0900
 NZ0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN7864140575(NAD 83)
 NZ0900_MARKER: P = PIPE CAP
 NZ0900_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NZ0900_SP_SET: SHALLOW-SET PIPE
 NZ0900_STAMPING: EDGE USCGS 1962
 NZ0900_MARK LOGO: ORHD  
 NZ0900_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0900
 NZ0900  HISTORY     - Date     Condition        Report By
 NZ0900  HISTORY     - 1963     MONUMENTED       ORDT
 NZ0900  HISTORY     - 1974     SEE DESCRIPTION  NGS
 NZ0900  HISTORY     - 1987     GOOD             NGS
 NZ0900
 NZ0900                          STATION DESCRIPTION
 NZ0900
 NZ0900'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1963 (FN)
 NZ0900'THE STATION IS 1-1/2 MILES NORTHEAST OF AZALEA ON THE WEST
 NZ0900'SHOULDER OF U.S. HIGHWAY 99.
 NZ0900'
 NZ0900'TO REACH THE STATION FROM THE POST OFFICE IN AZALEA GO EAST ON
 NZ0900'THE MACADAM ROAD FOR 0.3 MILE TO U.S. HIGHWAY 99, TURN LEFT AND GO
 NZ0900'NORTHEAST AND NORTH ON U.S. HIGHWAY 99 FOR 1.4 MILES TO THE STATION
 NZ0900'ON THE LEFT.
 NZ0900'
 NZ0900'THE STATION MARK, STAMPED EDGE USC AND GS 1962, IS A STATE
 NZ0900'HIGHWAY SURVEY STATION MARK DISK BRAZED TO THE TOP OF A 2 1/2-INCH
 NZ0900'IRON PIPE THAT PROJECTS 5 INCHES AND IS SET IN A CONCRETE
 NZ0900'BASE.  IT IS 30 FEET WEST OF THE CENTER OF U.S. HIGHWAY 99 AND 4
 NZ0900'FEET SOUTH OF A WOODEN WITNESS POST.
 NZ0900'
 NZ0900'THE STATION WAS MARKED IN 1962 AND OCCUPIED IN 1963.
 NZ0900'
 NZ0900'THERE WERE NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.
 NZ0900
 NZ0900                          STATION RECOVERY (1974)
 NZ0900
 NZ0900'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 NZ0900'THE STATION WAS RECOVERED IN GOOD CONDITION.  LANDMARKS HAVE
 NZ0900'CHANGED.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 NZ0900'
 NZ0900'THE STATION IS 1-1/2 MILES NORTHEAST OF AZALEA, ON THE WEST
 NZ0900'SHOULDER OF THE NORTHBOUND LANE OF INTERSTATE 5.
 NZ0900'
 NZ0900'TO REACH THE STATION FROM THE AZALEA POST OFFICE GO EAST ON THE
 NZ0900'MACADAM ROAD FOR 0.35 MILE TO INTERSTATE 5, TURN LEFT, AND GO
 NZ0900'NORTH ON INTERSTATE 5 FOR 1.45 MILES TO A TURNOUT ON THE RIGHT,
 NZ0900'AND THE STATION ON THE LEFT, 31 FEET WEST OF THE CENTER OF THE
 NZ0900'NORTHBOUND LANE OF INTERSTATE 5, 11 FEET WEST OF THE GUARD RAIL,
 NZ0900'AND 2 FEET SOUTH OF A METAL WITNESS POST.
 NZ0900'
 NZ0900'THE STATION MARK, STAMPED EDGE USC AND GS 1962, IS A STATE
 NZ0900'HIGHWAY SURVEY STATION MARK DISK BRAZED TO A 2 1/2-INCH PIPE
 NZ0900'THAT PROJECTS 6-INCHES, AND IS SET IN A CONCRETE BASE.
 NZ0900'
 NZ0900'THERE WERE NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.
 NZ0900'
 NZ0900'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NZ0900'1-1/2 MILES NORTHEAST OF AZALEA.
 NZ0900
 NZ0900                          STATION RECOVERY (1987)
 NZ0900
 NZ0900'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 NZ0900'14.6 KM (9.05 MI) SOUTH FROM CANYONVILLE.
 NZ0900'14.6 KM (9.05 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 5 FROM THE
 NZ0900'JUNCTION OF FIRST STREET IN CANYONVILLE, 1.0 KM (0.60 MI) SOUTH OF
 NZ0900'THE SUMMIT OF CANYON CREEK PASS, 9.0 M (29.5 FT) WEST OF THE
 NZ0900'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, AND 2.1 M (6.9 FT)
 NZ0900'WEST OF A METAL GUARDRAIL.
 NZ0900'THE MARK IS 0.4 METERS  E FROM  A WITNESS POST
 NZ0900'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0509 ***********************************************************************
 QC0509  DESIGNATION -  EDGE AZ MK
 QC0509  PID         -  QC0509
 QC0509  STATE/COUNTY-  OR/GRANT
 QC0509  USGS QUAD   -  MT MISERY (1990)
 QC0509
 QC0509                         *CURRENT SURVEY CONTROL
 QC0509  ___________________________________________________________________
 QC0509* NAD 83(1986)-  44 42 35.     (N)    119 38 43.     (W)     SCALED    
 QC0509* NAVD 88     -       598.528  (meters)    1963.67   (feet)  ADJUSTED  
 QC0509  ___________________________________________________________________
 QC0509  GEOID HEIGHT-         -19.36  (meters)                     GEOID03
 QC0509  DYNAMIC HT  -         598.377 (meters)    1963.18  (feet)  COMP
 QC0509  MODELED GRAV-     980,347.3   (mgal)                       NAVD 88
 QC0509
 QC0509  VERT ORDER  -  FIRST     CLASS II
 QC0509
 QC0509.The horizontal coordinates were scaled from a topographic map and have
 QC0509.an estimated accuracy of +/- 6 seconds.
 QC0509
 QC0509.The orthometric height was determined by differential leveling
 QC0509.and adjusted in June 1991.
 QC0509
 QC0509.The geoid height was determined by GEOID03.
 QC0509
 QC0509.The dynamic height is computed by dividing the NAVD 88
 QC0509.geopotential number by the normal gravity value computed on the
 QC0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0509.degrees latitude (g = 980.6199 gals.).
 QC0509
 QC0509.The modeled gravity was interpolated from observed gravity values.
 QC0509
 QC0509;                    North         East    Units  Estimated Accuracy
 QC0509;SPC OR N     -   116,260.    2,567,730.      MT  (+/- 180 meters Scaled)
 QC0509
 QC0509                          SUPERSEDED SURVEY CONTROL
 QC0509
 QC0509  NGVD 29 (??/??/92)  597.415  (m)         1960.02   (f) ADJ UNCH    1 2
 QC0509
 QC0509.Superseded values are not recommended for survey control.
 QC0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0509.See file dsdata.txt to determine how the superseded data were derived.
 QC0509
 QC0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKK904541(NAD 83)
 QC0509_MARKER: DZ = AZIMUTH MARK DISK
 QC0509_SETTING: 80 = SET IN A BOULDER
 QC0509_SP_SET: BOULDER
 QC0509_STAMPING: EDGE 1945
 QC0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0509+STABILITY: SURFACE MOTION
 QC0509
 QC0509  HISTORY     - Date     Condition        Report By
 QC0509  HISTORY     - 1945     MONUMENTED       CGS
 QC0509  HISTORY     - 1963     GOOD             NGS
 QC0509
 QC0509                          STATION DESCRIPTION
 QC0509
 QC0509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 QC0509'4.2 MI S FROM KIMBERLY.
 QC0509'4.2 MILES SOUTH ALONG STATE HIGHWAY 19 FROM THE KIMBERLY POST OFFICE,
 QC0509'0.1 MILE NORTHWEST OF BRIDGE NO. 5-109.60, 24 FEET EAST OF THE CENTER
 QC0509'OF THE HIGHWAY, 16 FEET WEST OF A FENCE, 15 FEET NORTH OF A ROAD SIGN,
 QC0509'4 FEET EAST OF THE EDGE OF THE BANK, 2 FEET SOUTHEAST OF A METAL
 QC0509'WITNESS POST AND 12 FEET ABOVE THE LEVEL OF THE HIGHWAY.  THE BOULDER
 QC0509'IS 3 BY 4 FEET AND PROJECTS 2 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0613 ***********************************************************************
 QD0613  DESIGNATION -  EDGE AZ MK
 QD0613  PID         -  QD0613
 QD0613  STATE/COUNTY-  OR/JEFFERSON
 QD0613  USGS QUAD   -  SEEKSEEQUA JUNCTION (1992)
 QD0613
 QD0613                         *CURRENT SURVEY CONTROL
 QD0613  ___________________________________________________________________
 QD0613* NAD 83(1991)-  44 38 22.93954(N)    121 15 21.68292(W)     ADJUSTED  
 QD0613* NAVD 88     -       726.568  (meters)    2383.75   (feet)  ADJUSTED  
 QD0613  ___________________________________________________________________
 QD0613  LAPLACE CORR-           4.35  (seconds)                    DEFLEC99
 QD0613  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 QD0613  DYNAMIC HT  -         726.371 (meters)    2383.10  (feet)  COMP
 QD0613  MODELED GRAV-     980,323.4   (mgal)                       NAVD 88
 QD0613
 QD0613  HORZ ORDER  -  THIRD
 QD0613  VERT ORDER  -  SECOND    CLASS 0
 QD0613
 QD0613.The horizontal coordinates were established by classical geodetic methods
 QD0613.and adjusted by the National Geodetic Survey in October 1991.
 QD0613
 QD0613.The orthometric height was determined by differential leveling
 QD0613.and adjusted in June 1991.
 QD0613
 QD0613.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD0613
 QD0613.The geoid height was determined by GEOID03.
 QD0613
 QD0613.The dynamic height is computed by dividing the NAVD 88
 QD0613.geopotential number by the normal gravity value computed on the
 QD0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0613.degrees latitude (g = 980.6199 gals.).
 QD0613
 QD0613.The modeled gravity was interpolated from observed gravity values.
 QD0613
 QD0613;                    North         East     Units Scale Factor Converg.
 QD0613;SPC OR N     -   108,406.762 2,440,022.235   MT  0.99993693   -0 32 10.2
 QD0613;SPC OR N     -   355,665.23  8,005,322.29   iFT  0.99993693   -0 32 10.2
 QD0613;UTM  10      - 4,944,406.785   638,311.063   MT  0.99983525   +1 13 32.1
 QD0613
 QD0613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD0613!SPC OR N     -   0.99988947  x   0.99993693  =   0.99982641
 QD0613!UTM  10      -   0.99988947  x   0.99983525  =   0.99972474
 QD0613
 QD0613|---------------------------------------------------------------------|
 QD0613| PID    Reference Object                     Distance      Geod. Az  |
 QD0613|                                                           dddmmss.s |
 QD0613| QD0610 EDGE                                358.523 METERS 22941     |
 QD0613|---------------------------------------------------------------------|
 QD0613
 QD0613                          SUPERSEDED SURVEY CONTROL
 QD0613
 QD0613  NAD 83(1986)-  44 38 22.94855(N)    121 15 21.68309(W) AD(       ) 3
 QD0613  NAD 27      -  44 38 23.52000(N)    121 15 17.51400(W) AD(       ) 3
 QD0613  NGVD 29 (??/??/92)  725.466  (m)         2380.13   (f) ADJ UNCH    2 0
 QD0613
 QD0613.Superseded values are not recommended for survey control.
 QD0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0613.See file dsdata.txt to determine how the superseded data were derived.
 QD0613
 QD0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ3831144407(NAD 83)
 QD0613_MARKER: DZ = AZIMUTH MARK DISK
 QD0613_SETTING: 80 = SET IN A BOULDER
 QD0613_SP_SET: BOULDER
 QD0613_STAMPING: EDGE 1946
 QD0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0613+STABILITY: SURFACE MOTION
 QD0613
 QD0613  HISTORY     - Date     Condition        Report By
 QD0613  HISTORY     - 1946     MONUMENTED       CGS
 QD0613  HISTORY     - 1946     GOOD             CGS
 QD0613  HISTORY     - 1973     SEE DESCRIPTION  NGS
 QD0613
 QD0613                          STATION DESCRIPTION
 QD0613
 QD0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 QD0613'THE STATION IS LOCATED ABOUT 6.5 MILES, AIRLINE, NORTHWEST OF
 QD0613'MADRAS AND ABOUT 4 MILES, AIRLINE, NORTH OF THE MOUTH OF METOLIUS
 QD0613'RIVER ON THE EAST RIM OF THE DESCHUTES RIVER CANYON.  IT IS 0.35
 QD0613'MILE EAST OF THE DESCHUTES RIVER.  IT IS 10 FEET SOUTH OF THE
 QD0613'EDGE OF A RIM, 15 FEET WEST OF A SCRUB JUNIPER BUSH AND 120 FEET
 QD0613'NORTHWEST OF THE TURN AROUND AT THE END OF THE ROAD.  IT IS A
 QD0613'STANDARD DISK, STAMPED EDGE 1946, SET IN A DRILL HOLE IN
 QD0613'BEDROCK FLUSH WITH THE SURFACE ON THE GROUND.
 QD0613'
 QD0613'TO REACH THE STATION FROM METOLIUS GO NORTH ON U.S. HIGHWAY 97
 QD0613'FOR 0.5 MILE TO A CROSSROADS, TURN LEFT, WEST AND GO 1.3 MILES TO
 QD0613'A T ROAD RIGHT.  TURN RIGHT AND GO 1.0 MILE TO A CROSSROADS.  TURN
 QD0613'RIGHT, NORTH, AND GO 1.80 MILES TO A CROSSROADS, TURN LEFT, WEST
 QD0613'AND GO 1.0 MILE TO A T ROAD RIGHT.  TURN RIGHT, NORTH AND GO 0.75
 QD0613'MILE TO A CROSSROADS AND THE REMAINS OF THE ROUND BUTTE SCHOOL
 QD0613'WHICH IS BURNED DOWN.  TURN LEFT, WEST AND GO 1.35 MILES TO A
 QD0613'FORK.  TAKE RIGHT FORK, PASSING THROUGH WIRE GATE, AND GO 0.5
 QD0613'MILE TO A TURN AROUND IN THE ROAD AND THE STATION AS
 QD0613'DESCRIBED.
 QD0613
 QD0613                          STATION RECOVERY (1946)
 QD0613
 QD0613'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 QD0613'6.8 MI N FROM THE COVE.
 QD0613'ON EAST RIM OF DESCHUTES RIVER CANYON, ABOUT 6.8 MILES NORTH OF THE
 QD0613'COVE, 40 YARDS NORTHWEST OF END OF TRACK ROAD LEADING TO EDGE OF
 QD0613'CANYON RIM ABOVE BIG EDDY, 10 FEET SOUTH OF EDGE OF RIM, 16 FEET WEST
 QD0613'OF SCRUBBY JUNIPER AT EDGE OF RIM.
 QD0613
 QD0613                          STATION RECOVERY (1973)
 QD0613
 QD0613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 QD0613'NOT OCCUPIED.
 QD0613'
 QD0613'THE STATION WAS RECOVERED IN GOOD CONDITION.  GENEROUS PORTIONS
 QD0613'OF SIGNAL CLOTH WAS TIED ON THE TREES, AND BUSHES IN THE VICINITY
 QD0613'OF THE STATION.  THE TO REACH IS OBSOLETE.  A NEW TO REACH FOLLOWS.
 QD0613'
 QD0613'TO REACH THE STATION FROM THE CROSS STREET JUST SOUTH OF THE
 QD0613'MADRAS POST OFFICE GO WEST ON C STREET FOR 0.1 MILE TO U.S. HIGWAYS
 QD0613'26, AND 97, TURN LEFT, AND GO SOUTH ON THE HIGHWAYS FOR
 QD0613'0.7 MILE TO J STREET, TURN RIGHT, AND GO WEST ON J STREET FOR 0.5
 QD0613'MILE TO A MACADAM CROSSROAD, AND THE BEGINNING OF BELMONT LANE,
 QD0613'AT THE SIGN, ROUND BUTTE DAM VIEWPOINT, CONTINUE STRAIGHT AHEAD,
 QD0613'WESTERLY, ON BELMONT LANE FOR 6.9 MILES TO A GATE, AND TRACK
 QD0613'ROAD RIGHT, OPPOSITE A MACADAM ROAD SOUTH, TURN RIGHT, PASS THRU
 QD0613'THE GATE, AND GO NORTH ON THE TRACK ROAD PARALLELING THE POWER
 QD0613'LINE FOR 0.8 MILE TO A CROSSROAD, TURN LEFT, FOR 0.1 MILE TO A
 QD0613'T INTERSECTION, AND A GATE ON THE RIGHT, TURN RIGHT, PASS
 QD0613'THRU THE GATE, AND GO NORTH ON THE TRACK ROAD FOR 0.4 MILE TO A
 QD0613'FORK, TAKE THE LEFT FORK, MAIN TRAVELED ROAD, AND GO WESTERLY
 QD0613'FOR 0.15 MILE TO A TURNAROUND AT THE END OF THE ROAD, AND THE
 QD0613'END OF TRUCK TRAVEL.  HIKE NORTHEAST ALONG THE EDGE OF THE
 QD0613'RIM FOR 0.2 MILE TO THE STATION.
 QD0613'
 QD0613'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QD0613'7 MILES WEST OF MADRAS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0512 ***********************************************************************
 QC0512  DESIGNATION -  EDGE RM 1
 QC0512  PID         -  QC0512
 QC0512  STATE/COUNTY-  OR/GRANT
 QC0512  USGS QUAD   -  MT MISERY (1990)
 QC0512
 QC0512                         *CURRENT SURVEY CONTROL
 QC0512  ___________________________________________________________________
 QC0512* NAD 83(1986)-  44 42 05.     (N)    119 38 48.     (W)     SCALED    
 QC0512* NAVD 88     -       603.421  (meters)    1979.72   (feet)  ADJUSTED  
 QC0512  ___________________________________________________________________
 QC0512  GEOID HEIGHT-         -19.34  (meters)                     GEOID03
 QC0512  DYNAMIC HT  -         603.268 (meters)    1979.22  (feet)  COMP
 QC0512  MODELED GRAV-     980,345.1   (mgal)                       NAVD 88
 QC0512
 QC0512  VERT ORDER  -  FIRST     CLASS II
 QC0512
 QC0512.The horizontal coordinates were scaled from a topographic map and have
 QC0512.an estimated accuracy of +/- 6 seconds.
 QC0512
 QC0512.The orthometric height was determined by differential leveling
 QC0512.and adjusted in June 1991.
 QC0512
 QC0512.The geoid height was determined by GEOID03.
 QC0512
 QC0512.The dynamic height is computed by dividing the NAVD 88
 QC0512.geopotential number by the normal gravity value computed on the
 QC0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0512.degrees latitude (g = 980.6199 gals.).
 QC0512
 QC0512.The modeled gravity was interpolated from observed gravity values.
 QC0512
 QC0512;                    North         East    Units  Estimated Accuracy
 QC0512;SPC OR N     -   115,340.    2,567,630.      MT  (+/- 180 meters Scaled)
 QC0512
 QC0512                          SUPERSEDED SURVEY CONTROL
 QC0512
 QC0512  NGVD 29 (??/??/92)  602.308  (m)         1976.07   (f) ADJ UNCH    1 2
 QC0512
 QC0512.Superseded values are not recommended for survey control.
 QC0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0512.See file dsdata.txt to determine how the superseded data were derived.
 QC0512
 QC0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKK903531(NAD 83)
 QC0512_MARKER: DR = REFERENCE MARK DISK
 QC0512_SETTING: 80 = SET IN A BOULDER
 QC0512_SP_SET: BOULDER
 QC0512_STAMPING: EDGE NO 1 1945
 QC0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0512+STABILITY: SURFACE MOTION
 QC0512
 QC0512  HISTORY     - Date     Condition        Report By
 QC0512  HISTORY     - 1945     MONUMENTED       CGS
 QC0512  HISTORY     - 1975     GOOD             NGS
 QC0512
 QC0512                          STATION DESCRIPTION
 QC0512
 QC0512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 QC0512'4 MI S FROM KIMBERLY.
 QC0512'REACHED FROM THE KIMBERLY POST OFFICE BY GOING SOUTH ON STATE HIGHWAY
 QC0512'19 FOR 4.9 MILES TO THE MARK ON THE RIGHT, 70 FEET WEST OF THE CENTER
 QC0512'OF THE HIGHWAY, 37 FEET WEST OF TRIANGULATION STATION EDGE 1946, AND
 QC0512'ON TOP OF THE BANK WHERE IT DESCENDS RAPIDLY TO THE RIVER, A REFERENCE
 QC0512'MARK DISK CEMENTED IN A DRILL HOLE IN A 2 BY 3 FOOT BOULDER THAT
 QC0512'PROJECTS 4-INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0611 ***********************************************************************
 QD0611  DESIGNATION -  EDGE RM 1
 QD0611  PID         -  QD0611
 QD0611  STATE/COUNTY-  OR/JEFFERSON
 QD0611  USGS QUAD   -  SEEKSEEQUA JUNCTION (1992)
 QD0611
 QD0611                         *CURRENT SURVEY CONTROL
 QD0611  ___________________________________________________________________
 QD0611* NAD 83(1986)-  44 38 15.     (N)    121 15 33.     (W)     SCALED    
 QD0611* NAVD 88     -       734.738  (meters)    2410.55   (feet)  ADJUSTED  
 QD0611  ___________________________________________________________________
 QD0611  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 QD0611  DYNAMIC HT  -         734.538 (meters)    2409.90  (feet)  COMP
 QD0611  MODELED GRAV-     980,322.6   (mgal)                       NAVD 88
 QD0611
 QD0611  VERT ORDER  -  SECOND    CLASS 0
 QD0611
 QD0611.The horizontal coordinates were scaled from a topographic map and have
 QD0611.an estimated accuracy of +/- 6 seconds.
 QD0611
 QD0611.The orthometric height was determined by differential leveling
 QD0611.and adjusted in June 1991.
 QD0611
 QD0611.The geoid height was determined by GEOID03.
 QD0611
 QD0611.The dynamic height is computed by dividing the NAVD 88
 QD0611.geopotential number by the normal gravity value computed on the
 QD0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0611.degrees latitude (g = 980.6199 gals.).
 QD0611
 QD0611.The modeled gravity was interpolated from observed gravity values.
 QD0611
 QD0611;                    North         East    Units  Estimated Accuracy
 QD0611;SPC OR N     -   108,160.    2,439,770.      MT  (+/- 180 meters Scaled)
 QD0611
 QD0611                          SUPERSEDED SURVEY CONTROL
 QD0611
 QD0611  NGVD 29 (??/??/92)  733.636  (m)         2406.94   (f) ADJ UNCH    2 0
 QD0611
 QD0611.Superseded values are not recommended for survey control.
 QD0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0611.See file dsdata.txt to determine how the superseded data were derived.
 QD0611
 QD0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ380441(NAD 83)
 QD0611_MARKER: DR = REFERENCE MARK DISK
 QD0611_SETTING: 80 = SET IN A BOULDER
 QD0611_SP_SET: BOULDER
 QD0611_STAMPING: EDGE NO 1 1946
 QD0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0611+STABILITY: SURFACE MOTION
 QD0611
 QD0611  HISTORY     - Date     Condition        Report By
 QD0611  HISTORY     - 1946     MONUMENTED       CGS
 QD0611
 QD0611                          STATION DESCRIPTION
 QD0611
 QD0611'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 QD0611'6.5 MI N FROM THE COVE.
 QD0611'ON EAST RIM OF DESCHUTES RIVER CANYON, ABOUT 6.5 MILES NORTH OF THE
 QD0611'COVE, ABOUT 0.3 MILE SOUTHWEST OF TOP OF TRAIL LEADING DOWN TO BIG
 QD0611'EDDY, IN OPEN ROCK COVERED AREA, SET IN BOULDER 6 FEET SOUTHEAST OF
 QD0611'RIM, 39.2 FEET SOUTHWEST OF STATION MARK, 31.9 FEET SOUTH OF REFERENCE
 QD0611'MARK NO. 2.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0513 ***********************************************************************
 QC0513  DESIGNATION -  EDGE RM 2
 QC0513  PID         -  QC0513
 QC0513  STATE/COUNTY-  OR/GRANT
 QC0513  USGS QUAD   -  MT MISERY (1990)
 QC0513
 QC0513                         *CURRENT SURVEY CONTROL
 QC0513  ___________________________________________________________________
 QC0513* NAD 83(1986)-  44 42 05.     (N)    119 38 48.     (W)     SCALED    
 QC0513* NAVD 88     -       604.433  (meters)    1983.04   (feet)  ADJUSTED  
 QC0513  ___________________________________________________________________
 QC0513  GEOID HEIGHT-         -19.34  (meters)                     GEOID03
 QC0513  DYNAMIC HT  -         604.280 (meters)    1982.54  (feet)  COMP
 QC0513  MODELED GRAV-     980,345.1   (mgal)                       NAVD 88
 QC0513
 QC0513  VERT ORDER  -  FIRST     CLASS II
 QC0513
 QC0513.The horizontal coordinates were scaled from a topographic map and have
 QC0513.an estimated accuracy of +/- 6 seconds.
 QC0513
 QC0513.The orthometric height was determined by differential leveling
 QC0513.and adjusted in June 1991.
 QC0513
 QC0513.The geoid height was determined by GEOID03.
 QC0513
 QC0513.The dynamic height is computed by dividing the NAVD 88
 QC0513.geopotential number by the normal gravity value computed on the
 QC0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0513.degrees latitude (g = 980.6199 gals.).
 QC0513
 QC0513.The modeled gravity was interpolated from observed gravity values.
 QC0513
 QC0513;                    North         East    Units  Estimated Accuracy
 QC0513;SPC OR N     -   115,340.    2,567,630.      MT  (+/- 180 meters Scaled)
 QC0513
 QC0513                          SUPERSEDED SURVEY CONTROL
 QC0513
 QC0513  NGVD 29 (??/??/92)  603.320  (m)         1979.39   (f) ADJ UNCH    1 2
 QC0513
 QC0513.Superseded values are not recommended for survey control.
 QC0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0513.See file dsdata.txt to determine how the superseded data were derived.
 QC0513
 QC0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKK903531(NAD 83)
 QC0513_MARKER: DR = REFERENCE MARK DISK
 QC0513_SETTING: 80 = SET IN A BOULDER
 QC0513_SP_SET: BOULDER
 QC0513_STAMPING: EDGE NO 2 1945
 QC0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0513+STABILITY: SURFACE MOTION
 QC0513
 QC0513  HISTORY     - Date     Condition        Report By
 QC0513  HISTORY     - 1945     MONUMENTED       CGS
 QC0513  HISTORY     - 1975     GOOD             NGS
 QC0513
 QC0513                          STATION DESCRIPTION
 QC0513
 QC0513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 QC0513'4 MI S FROM KIMBERLY.
 QC0513'REACHED FROM THE KIMBERLY POST OFFICE BY GOING SOUTH ON STATE HIGHWAY
 QC0513'19 FOR 4.9 MILES TO THE MARK ON THE RIGHT, 280 FEET SOUTH OF A WOODEN
 QC0513'BRIDGE OVER A SMALL STREAM, 29 FEET WEST OF THE CENTER OF THE HIGHWAY,
 QC0513'1 FOOT EAST OF THE RIGHT-OF-WAY FENCE LINE, AND 1 FOOT NORTHWEST OF A
 QC0513'METAL WITNESS POST, SET IN A 3 BY 3 FOOT BOULDER THAT PROJECTS 2-FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0612 ***********************************************************************
 QD0612  DESIGNATION -  EDGE RM 2
 QD0612  PID         -  QD0612
 QD0612  STATE/COUNTY-  OR/JEFFERSON
 QD0612  USGS QUAD   -  SEEKSEEQUA JUNCTION (1992)
 QD0612
 QD0612                         *CURRENT SURVEY CONTROL
 QD0612  ___________________________________________________________________
 QD0612* NAD 83(1986)-  44 38 15.     (N)    121 15 33.     (W)     SCALED    
 QD0612* NAVD 88     -       734.583  (meters)    2410.04   (feet)  ADJUSTED  
 QD0612  ___________________________________________________________________
 QD0612  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 QD0612  DYNAMIC HT  -         734.384 (meters)    2409.39  (feet)  COMP
 QD0612  MODELED GRAV-     980,322.6   (mgal)                       NAVD 88
 QD0612
 QD0612  VERT ORDER  -  SECOND    CLASS 0
 QD0612
 QD0612.The horizontal coordinates were scaled from a topographic map and have
 QD0612.an estimated accuracy of +/- 6 seconds.
 QD0612
 QD0612.The orthometric height was determined by differential leveling
 QD0612.and adjusted in June 1991.
 QD0612
 QD0612.The geoid height was determined by GEOID03.
 QD0612
 QD0612.The dynamic height is computed by dividing the NAVD 88
 QD0612.geopotential number by the normal gravity value computed on the
 QD0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0612.degrees latitude (g = 980.6199 gals.).
 QD0612
 QD0612.The modeled gravity was interpolated from observed gravity values.
 QD0612
 QD0612;                    North         East    Units  Estimated Accuracy
 QD0612;SPC OR N     -   108,160.    2,439,770.      MT  (+/- 180 meters Scaled)
 QD0612
 QD0612                          SUPERSEDED SURVEY CONTROL
 QD0612
 QD0612  NGVD 29 (??/??/92)  733.481  (m)         2406.43   (f) ADJ UNCH    2 0
 QD0612
 QD0612.Superseded values are not recommended for survey control.
 QD0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0612.See file dsdata.txt to determine how the superseded data were derived.
 QD0612
 QD0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ380441(NAD 83)
 QD0612_MARKER: DR = REFERENCE MARK DISK
 QD0612_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 QD0612_SP_SET: UNSP ROCK
 QD0612_STAMPING: EDGE NO 2 1946
 QD0612_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QD0612
 QD0612  HISTORY     - Date     Condition        Report By
 QD0612  HISTORY     - 1946     MONUMENTED       CGS
 QD0612
 QD0612                          STATION DESCRIPTION
 QD0612
 QD0612'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 QD0612'6.5 MI N FROM THE COVE.
 QD0612'ON EAST RIM OF DESCHUTES RIVER CANYON, ABOUT 6.5 MILES NORTH OF THE
 QD0612'COVE, ABOUT 0.3 MILE SOUTHWEST OF TOP OF TRAIL LEADING DOWN TO BIG
 QD0612'EDDY, IN OPEN ROCK COVERED AREA, SET IN SOLID ROCK ON EDGE OF RIM,
 QD0612'12.6 FEET WEST OF STATION MARK, 31.9 FEET NORTH OF REFERENCE MARK NO.
 QD0612'1.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3648 ***********************************************************************
 RD3648  DESIGNATION -  EDISON
 RD3648  PID         -  RD3648
 RD3648  STATE/COUNTY-  OR/MULTNOMAH
 RD3648  USGS QUAD   -  LINNTON (1990)
 RD3648
 RD3648                         *CURRENT SURVEY CONTROL
 RD3648  ___________________________________________________________________
 RD3648* NAD 83(1991)-  45 35 51.20885(N)    122 45 59.30953(W)     ADJUSTED  
 RD3648* NAVD 88     -        36.     (meters)     118.     (feet)  SCALED    
 RD3648  ___________________________________________________________________
 RD3648  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 RD3648  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 RD3648  HORZ ORDER  -  THIRD
 RD3648
 RD3648.The horizontal coordinates were established by classical geodetic methods
 RD3648.and adjusted by the National Geodetic Survey in October 1991.
 RD3648
 RD3648.The orthometric height was scaled from a topographic map.
 RD3648
 RD3648.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3648
 RD3648.The geoid height was determined by GEOID03.
 RD3648
 RD3648;                    North         East     Units Scale Factor Converg.
 RD3648;SPC OR N     -   217,046.369 2,323,199.778   MT  0.99992257   -1 36 26.5
 RD3648;SPC OR N     -   712,094.39  7,622,046.52   iFT  0.99992257   -1 36 26.5
 RD3648;SPC WA S     -    31,909.863   323,176.305   MT  1.00006177   -1 38 46.9
 RD3648;SPC WA S     -   104,690.94  1,060,287.59   sFT  1.00006177   -1 38 46.9
 RD3648;UTM  10      - 5,049,361.526   518,213.036   MT  0.99960408   +0 10 00.6
 RD3648
 RD3648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3648!SPC OR N     -   0.99999793  x   0.99992257  =   0.99992050
 RD3648!SPC WA S     -   0.99999793  x   1.00006177  =   1.00005970
 RD3648!UTM  10      -   0.99999793  x   0.99960408  =   0.99960201
 RD3648
 RD3648:                Primary Azimuth Mark                     Grid Az
 RD3648:SPC OR N     -  PORTLAND ELEV BROWN WOODEN TK            156 52 23.4
 RD3648:SPC WA S     -  PORTLAND ELEV BROWN WOODEN TK            156 54 43.8
 RD3648:UTM  10      -  PORTLAND ELEV BROWN WOODEN TK            155 05 56.3
 RD3648
 RD3648|---------------------------------------------------------------------|
 RD3648| PID    Reference Object                     Distance      Geod. Az  |
 RD3648|                                                           dddmmss.s |
 RD3648| RD3653 PORTLAND ELEV BROWN WOODEN TK       APPROX. 1.5 KM 1551556.9 |
 RD3648| RD3630 PORTLAND WOOLEN MILLS STACK         APPROX. 1.0 KM 1585907.6 |
 RD3648| RD3634 ST JOHNS BRIDGE SE SPIRE            APPROX. 1.3 KM 1662653.2 |
 RD3648| RD3632 ST JOHNS BRIDGE NE SPIRE            APPROX. 1.3 KM 1664153.9 |
 RD3648| RD3689 PORTLAND GAS COKE PLANT STACK       APPROX. 2.1 KM 1702338.6 |
 RD3648| RD3627 ST JOHNS BRIDGE SW SPIRE            APPROX. 1.5 KM 1795153.6 |
 RD3648| RD3654 ST JOHNS BRIDGE NW SPIRE            APPROX. 1.5 KM 1801226.0 |
 RD3648| CE2508 EDISON RM 1                          25.170 METERS 27316     |
 RD3648| RD3657 PORTLAND ST J TERM 4 PIER 2 FS      APPROX. 1.1 KM 3043537.2 |
 RD3648| RD3641 WEST OREGON LUMBER CO TALL STK      APPROX. 2.3 KM 3054306.1 |
 RD3648| CE2509 EDISON RM 2                          18.253 METERS 32851     |
 RD3648|---------------------------------------------------------------------|
 RD3648
 RD3648                          SUPERSEDED SURVEY CONTROL
 RD3648
 RD3648  NAD 83(1986)-  45 35 51.22818(N)    122 45 59.31204(W) AD(       ) 3
 RD3648  NAD 27      -  45 35 51.80500(N)    122 45 54.95100(W) AD(       ) 3
 RD3648
 RD3648.Superseded values are not recommended for survey control.
 RD3648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3648.See file dsdata.txt to determine how the superseded data were derived.
 RD3648
 RD3648_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1821349362(NAD 83)
 RD3648_MARKER: Z = SEE DESCRIPTION
 RD3648_SETTING: 0 = UNSPECIFIED SETTING
 RD3648
 RD3648  HISTORY     - Date     Condition        Report By
 RD3648  HISTORY     - 1938     MONUMENTED       CGS
 RD3648  HISTORY     - 1959     SEE DESCRIPTION  CGS
 RD3648  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RD3648
 RD3648                          STATION DESCRIPTION
 RD3648
 RD3648'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (WMS)
 RD3648'STATION IS LOCATED ON THE E EDGE OF EDISON STREET, ST. JOHNS
 RD3648'DISTRICT, PORTLAND, OREGON, BETWEEN RENO AND WEYERHAEUSER STREETS
 RD3648'AND ALMOST AT THE INTERSECTION OF EDISON AND WEYERHAEUSER STREETS
 RD3648'ABOUT 1/4 MILE E OF THE WILLAMETTE RIVER.
 RD3648'
 RD3648'SURFACE MARK IS A STANDARD DISK SET IN CONCRETE IN A 4-FOOT LENGTH
 RD3648'OF 4-INCH CAST-IRON SOIL PIPE EXTENDING 6 INCHES ABOVE THE SURFACE.
 RD3648'
 RD3648'UNDERGROUND MARK IS A STANDARD DISK SET IN CONCRETE IN 1-FOOT LENGTH
 RD3648'OF 4-INCH CAST-IRON SOIL PIPE 4 FEET BELOW THE SURFACE OF THE
 RD3648'GROUND.
 RD3648'
 RD3648'REFERENCE MARK NO.1 IS A STANDARD DISK SET IN A CONCRETE FOUNDATION
 RD3648'ACROSS THE STREET.
 RD3648'
 RD3648'REFERENCE MARK NO.2 IS A STANDARD DISK WITH ARROW POINTING TOWARD
 RD3648'STATION SET IN CONCRETE IN A 2 1/2-FOOT LENGTH OF 4-INCH CAST-IRON
 RD3648'SOIL PIPE EXTENDING 4 INCHES ABOVE THE SURFACE.
 RD3648'
 RD3648'ALL MARKS WERE STAMPED EDISON 1938.
 RD3648'
 RD3648'NOTE.--IN THE VICINITY OF THE STATION, THE STREETS MENTIONED, ARE
 RD3648'UNIMPROVED.
 RD3648
 RD3648                          STATION RECOVERY (1959)
 RD3648
 RD3648'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (ANS)
 RD3648'STATION IS ABOUT 1/4 MILE EAST OF WILLAMETTE RIVER, ON E EDGE OF
 RD3648'EDISON STREET IN THE ST. JOHNS DISTRICT OF PORTLAND.  IT IS BETWEEN
 RD3648'RENO AND WEYERHAUSER STREETS, IN WHAT WOULD BE THE SE CORNER OF THE
 RD3648'INTERSECTION OF EDISON AND WEYERHAUSER STREETS, SE ACROSS THE
 RD3648'STREET FROM 10048 EDISON STREET, 16.5 METERS SE OF TRANSMISSION POLE
 RD3648'AND SIGN N. WEYERHAUSER ST.  N. EDISON STREET, AND 3 METERS E OF
 RD3648'CENTER OF EDISON STREET.
 RD3648'
 RD3648'THE UNDERGROUND STATION MARK, RM NO. 1 AND RM NO. 2 WERE RECOVERED IN
 RD3648'GOOD CONDITION.  SURFACE STATION MARK HAD BEEN DESTROYED IN
 RD3648'CONSTRUCTION OF A NEW DRIVEWAY AT 10035 EDISON STREET.
 RD3648'
 RD3648'A NEW SURFACE MARK, STANDARD DISK STAMPED EDISON 1938 1959, SET IN
 RD3648'CONCRETE IN 4-FOOT LENGTH OF CAST-IRON SOIL PIPE FLUSH WITH THE
 RD3648'GROUND SURFACE, WAS PLACED OVER THE UNDERGROUND MARK AND DISTANCES TO
 RD3648'REFERENCE MARKS WERE VERIFIED.  IT IS AT EDGE OF DRIVEWAY AND
 RD3648'WITHIN STREET RIGHT-OF-WAY, IN POSITION LIKELY TO BE COVERED OR
 RD3648'DESTROYED IN THE EVENT OF IMPROVEMENTS TO THE GRAVEL ROAD.
 RD3648'
 RD3648'RM NO. 1 IS A STANDARD DISK, STAMPED EDISON 1938 NO. 1, SET IN
 RD3648'CONCRETE 6 INCHES BELOW SURFACE OF GROUND.  AN 8 INCH CONCRETE TILE
 RD3648'IS OVER THE MARK AND PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 1.8
 RD3648'FEET SE OF SE CORNER OF HOUSE AT 10048 EDISON ST.
 RD3648'
 RD3648'RM NO. 2 IS A STANDARD DISK, STAMPED EDISON 1938 NO. 2, SET IN
 RD3648'CONCRETE IN A 4-INCH PIPE PROJECTING 1 INCH.  IT IS IN A BARE AREA ON
 RD3648'E EDGE OF ROAD, 21.6 METERS S OF A WIRE FENCE, 13.3 METERS NE OF
 RD3648'POLE AND SIGN, AND 9.5 METERS ESE ACROSS ROAD FROM CEMENT WALK
 RD3648'LEADING TO HOUSE NO. 10048.
 RD3648
 RD3648                          STATION RECOVERY (1987)
 RD3648
 RD3648'RECOVERY NOTE BY US POWER SQUADRON 1987 (KRN)
 RD3648'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0916 ***********************************************************************
 OA0916  DESIGNATION -  EDSON
 OA0916  PID         -  OA0916
 OA0916  STATE/COUNTY-  OR/CURRY
 OA0916  USGS QUAD   -  MOUNT BUTLER (1986)
 OA0916
 OA0916                         *CURRENT SURVEY CONTROL
 OA0916  ___________________________________________________________________
 OA0916* NAD 83(1991)-  42 52 20.78248(N)    124 20 02.74926(W)     ADJUSTED  
 OA0916* NAVD 88     -       843.0    (meters)    2766.     (feet)  VERTCON   
 OA0916  ___________________________________________________________________
 OA0916  LAPLACE CORR-           9.87  (seconds)                    DEFLEC99
 OA0916  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 OA0916  HORZ ORDER  -  THIRD
 OA0916
 OA0916.The horizontal coordinates were established by classical geodetic methods
 OA0916.and adjusted by the National Geodetic Survey in October 1991.
 OA0916
 OA0916.The NAVD 88 height was computed by applying the VERTCON shift value to
 OA0916.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OA0916
 OA0916.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA0916
 OA0916.The geoid height was determined by GEOID03.
 OA0916
 OA0916;                    North         East     Units Scale Factor Converg.
 OA0916;SPC OR S     -   141,109.483 1,186,856.335   MT  0.99990790   -2 37 23.1
 OA0916;SPC OR S     -   462,957.62  3,893,885.61   iFT  0.99990790   -2 37 23.1
 OA0916;UTM  10      - 4,747,512.781   391,034.529   MT  0.99974607   -0 54 28.0
 OA0916
 OA0916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA0916!SPC OR S     -   0.99987191  x   0.99990790  =   0.99977982
 OA0916!UTM  10      -   0.99987191  x   0.99974607  =   0.99961801
 OA0916
 OA0916:                Primary Azimuth Mark                     Grid Az
 OA0916:SPC OR S     -  PILOT KNOB                               117 48 55.0
 OA0916:UTM  10      -  PILOT KNOB                               116 05 59.9
 OA0916
 OA0916|---------------------------------------------------------------------|
 OA0916| PID    Reference Object                     Distance      Geod. Az  |
 OA0916|                                                           dddmmss.s |
 OA0916| OA0886 PILOT KNOB                          APPROX. 9.0 KM 1151131.9 |
 OA0916| OA0930 COLLIER BUTTE                       APPROX.58.8 KM 1631312.9 |
 OA0916| CD8492 EDSON RM                                           32051     |
 OA0916|---------------------------------------------------------------------|
 OA0916
 OA0916                          SUPERSEDED SURVEY CONTROL
 OA0916
 OA0916  NAD 83(1986)-  42 52 20.76770(N)    124 20 02.78303(W) AD(       ) 3
 OA0916  NAD 27      -  42 52 21.32100(N)    124 19 58.44800(W) AD(       ) 3
 OA0916  NGVD 29 (07/19/86)  841.8    (m)         2762.     (f) VERT ANG    3  
 OA0916
 OA0916.Superseded values are not recommended for survey control.
 OA0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0916.See file dsdata.txt to determine how the superseded data were derived.
 OA0916
 OA0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN9103547513(NAD 83)
 OA0916
 OA0916  HISTORY     - Date     Condition        Report By
 OA0916  HISTORY     - 1907     MONUMENTED       CGS
 OA0916  HISTORY     - 1909     SEE DESCRIPTION  CGS
 OA0916
 OA0916                          STATION DESCRIPTION
 OA0916
 OA0916'DESCRIBED BY COAST AND GEODETIC SURVEY 1909
 OA0916'LOCATED 25 METERS N OF THE HIGHEST POINT OF EDSON BUTTE.
 OA0916'
 OA0916'THE STATION IS MARKED BY A 3/8-INCH IRON PLUG WITH A PUNCH HOLE IN
 OA0916'THE TOP, SET IN CEMENT IN A DRILL HOLE IN THE ROCK, AND STANDING 2
 OA0916'INCHES ABOVE THE SURFACE.
 OA0916'
 OA0916'THE REFERENCE MARK IS A CARTRIDGE SET IN CEMENT IN A DRILL HOLE
 OA0916'IN THE ROCK DISTANT 5.16 METERS (16.9 FEET) IN AZIMUTH 140 DEG
 OA0916'51 MIN 31 SEC.
 OA0916'
 OA0916'THERE IS A U.S. GEOLOGICAL SURVEY STATION MARKED BY A PILE OF
 OA0916'STONES AT THE SUMMIT OF THE BUTTE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0920 ***********************************************************************
 OA0920  DESIGNATION -  EDSON 2
 OA0920  PID         -  OA0920
 OA0920  STATE/COUNTY-  OR/CURRY
 OA0920  USGS QUAD   -  MOUNT BUTLER (1986)
 OA0920
 OA0920                         *CURRENT SURVEY CONTROL
 OA0920  ___________________________________________________________________
 OA0920* NAD 83(1991)-  42 52 19.36266(N)    124 20 03.39923(W)     ADJUSTED  
 OA0920* NAVD 88     -       852.0    (meters)    2795.     (feet)  VERTCON   
 OA0920  ___________________________________________________________________
 OA0920  LAPLACE CORR-           9.89  (seconds)                    DEFLEC99
 OA0920  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 OA0920  HORZ ORDER  -  SECOND
 OA0920
 OA0920.The horizontal coordinates were established by classical geodetic methods
 OA0920.and adjusted by the National Geodetic Survey in October 1991.
 OA0920
 OA0920.The NAVD 88 height was computed by applying the VERTCON shift value to
 OA0920.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OA0920
 OA0920.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA0920
 OA0920.The geoid height was determined by GEOID03.
 OA0920
 OA0920;                    North         East     Units Scale Factor Converg.
 OA0920;SPC OR S     -   141,066.395 1,186,839.595   MT  0.99990793   -2 37 23.6
 OA0920;SPC OR S     -   462,816.26  3,893,830.69   iFT  0.99990793   -2 37 23.6
 OA0920;UTM  10      - 4,747,469.218   391,019.088   MT  0.99974611   -0 54 28.4
 OA0920
 OA0920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA0920!SPC OR S     -   0.99987050  x   0.99990793  =   0.99977844
 OA0920!UTM  10      -   0.99987050  x   0.99974611  =   0.99961664
 OA0920
 OA0920:                Primary Azimuth Mark                     Grid Az
 OA0920:SPC OR S     -  BENNETT LOOKOUT TOWER                    030 12 24.5
 OA0920:UTM  10      -  BENNETT LOOKOUT TOWER                    028 29 29.3
 OA0920
 OA0920|---------------------------------------------------------------------|
 OA0920| PID    Reference Object                     Distance      Geod. Az  |
 OA0920|                                                           dddmmss.s |
 OA0920| OA0912 BENNETT LOOKOUT TOWER               APPROX.10.9 KM 0273500.9 |
 OA0920| OA0885 SUGAR LOAF LOOKOUT TOWER            APPROX. 9.0 KM 1145442.6 |
 OA0920| OA0888 BARKLOW LOOKOUT TOWER               APPROX.19.4 KM 1335139.8 |
 OA0920| OA0919 MT BUTLER LOOKOUT TOWER             APPROX.13.1 KM 1523004.0 |
 OA0920| CD8494 EDSON 2 RM 1                          9.063 METERS 21758     |
 OA0920| CD8493 EDSON 2 AZ MK                                      2450934.7 |
 OA0920| CD8495 EDSON 2 RM 2                          8.278 METERS 28151     |
 OA0920|---------------------------------------------------------------------|
 OA0920
 OA0920                          SUPERSEDED SURVEY CONTROL
 OA0920
 OA0920  NAD 83(1986)-  42 52 19.34242(N)    124 20 03.43678(W) AD(       ) 2
 OA0920  NAD 27      -  42 52 19.95900(N)    124 19 59.05400(W) AD(       ) 2
 OA0920  NGVD 29 (07/19/86)  850.8    (m)         2791.     (f) VERT ANG    3  
 OA0920
 OA0920.Superseded values are not recommended for survey control.
 OA0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0920.See file dsdata.txt to determine how the superseded data were derived.
 OA0920
 OA0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN9101947469(NAD 83)
 OA0920_MARKER: Z = SEE DESCRIPTION
 OA0920_SETTING: 0 = UNSPECIFIED SETTING
 OA0920
 OA0920  HISTORY     - Date     Condition        Report By
 OA0920  HISTORY     - 1942     MONUMENTED       CGS
 OA0920  HISTORY     - 1973     SEE DESCRIPTION  NGS
 OA0920  HISTORY     - 19861117 MARK NOT FOUND   USPSQD
 OA0920
 OA0920                          STATION DESCRIPTION
 OA0920
 OA0920'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JCS)
 OA0920'STATION IS LOCATED BY AIR LINE DISTANCES ABOUT 7 MILES SE OF
 OA0920'LANGLOIS, 6-1/2 MILES ESE OF DENMARK, 12 MILES NE OF PORT
 OA0920'ORFORD, AND 5-3/4 MILES S OF THE COOS-CURRY COUNTY LINE.  ON A
 OA0920'HIGH BARE MOUNTAIN, KNOWN AS EDSON BUTTE, THE SITE OF A STATE FIRE
 OA0920'GUARD STATION.  THIS MOUNTAIN WAS THE SITE OF EDSON 1907 AND
 OA0920'U.S.G.S. STATION EDSON, BOTH NOW LOST.
 OA0920'
 OA0920'TO REACH FROM LANGLOIS, GO S 2.7 MILES ON U.S. HIGHWAY 101 TO
 OA0920'THE DENMARK POST OFFICE AND SERVICE STATION ON RIGHT.  CONTINUE
 OA0920'S ON THE HIGHWAY 1.8 MILES TO A DIRT ROAD LEFT OPPOSITE TWO
 OA0920'HOUSES AND ABOUT 0.1 MILE S OF A TWO-STORY HOUSE ON LEFT.  TURN
 OA0920'LEFT, E, ON THIS DIRT ROAD AND FOLLOW IT 1.9 MILES TO A
 OA0920'FORKS.  TAKE LEFT FORK, UPPER ROAD, 1.1 MILES TO A FORKS
 OA0920'IMMEDIATELY AFTER PASSING THROUGH A GATE.  TAKE RIGHT FORK AND
 OA0920'FOLLOW THIS ROAD EASTERLY 3.0 MILES TO A FORKS.  TAKE RIGHT
 OA0920'FORK ALONG S SIDE OF CREST OF RIDGE 1.0 MILE.  PASS THROUGH A
 OA0920'GATE AND GO 0.15 MILE TO A FORKS.  AZIMUTH MARK IS ON SHARP,
 OA0920'CONICAL PEAK ABOUT 0.2 MILE TO RIGHT.  TAKE LEFT FORK, MAIN
 OA0920'ROAD, AND FOLLOW IT 2.6 MILES TO A GATE AND FORKS, SHACK ON
 OA0920'RIGHT.  TAKE LEFT FORK UP STEEP GRADE TO TOP OF MOUNTAIN 0.8
 OA0920'MILE.
 OA0920'
 OA0920'STATION IS HERE, INSIDE THE N END OF THE ROAD LOOP, 39.6 FEET
 OA0920'NNE OF THE NE CORNER OF THE FIRE GUARD HOUSE, WHICH STANDS NEAR
 OA0920'THE N END OF THE SUMMIT.  MARKED BY A BRONZE TRIANGULATION STATION
 OA0920'DISK SET IN A 12-INCH SQUARE BLOCK OF CONCRETE, PROJECTING 2
 OA0920'INCHES ABOVE THE GROUND.  IT IS STAMPED EDSON 2 1942.  LOCATED
 OA0920'ABOUT 21 FEET NE OF, AND 3 FEET LOWER THAN THE HIGHEST POINT OF
 OA0920'THE BUTTE.
 OA0920'
 OA0920'UNDERGROUND MARK IS A BRONZE DISK SET IN CONCRETE, AS DESCRIBED
 OA0920'IN NOTE 7A.
 OA0920'
 OA0920'REFERENCE MARK NO.1 IS SW OF THE STATION, 10 FEET N AND 2 FEET E
 OA0920'OF THE NE CORNER OF THE HOUSE.  A BRONZE REFERENCE MARK DISK,
 OA0920'STAMPED EDSON 2 1942 NO.1, CEMENTED IN A DRILL HOLE IN OUTCROPPING
 OA0920'ROCK, 6 INCHES ABOVE THE GROUND.
 OA0920'
 OA0920'REFERENCE MARK NO.2 IS W OF THE STATION, 6 FEET E OF RANGE WITH
 OA0920'THE W SIDE OF THE HOUSE, AND ABOUT 15 FEET E OF THE CENTER LINE
 OA0920'OF THE ROAD.  A BRONZE REFERENCE MARK DISK, STAMPED EDSON 2 NO.2
 OA0920'1942, CEMENTED IN A DRILL HOLE IN A LARGE ROCK OUTCROP.
 OA0920'
 OA0920'THE AZIMUTH MARK IS WSW OF THE STATION, ON A LOW, BUT PROMINENT
 OA0920'CONICAL PEAK.  REACHED BY WALKING FROM FORK MENTIONED ABOVE,
 OA0920'EASTERLY ABOUT 200 YARDS, THEN CLIMBING SLOPE TO TOP OF
 OA0920'PEAK.  MARKED BY A BRONZE AZIMUTH MARK DISK, STAMPED EDSON 2 1942,
 OA0920'CEMENTED IN A DRILL HOLE IN OUTCROPPING ROCK THAT PROJECTS ABOUT
 OA0920'18 INCHES ABOVE THE GROUND.  IT IS ABOUT 20 FEET SE OF THE TOP
 OA0920'OF THE HILL, AND ABOUT 5 FEET LOWER.
 OA0920
 OA0920                          STATION RECOVERY (1973)
 OA0920
 OA0920'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 OA0920'THE STATION MARK, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK WAS
 OA0920'RECOVERED IN GOOD CONDITION.  THE LOOKOUT HAS BEEN MOVED SINCE
 OA0920'1942, AND NOW A LEG OF THE LOOKOUT IS BETWEEN THE STATION, AND
 OA0920'REFERENCE MARK NO. 2.  THE DISTANCE TO REFERENCE MARK NO. 2 WAS
 OA0920'NOT VERIFIED.  THE DISTANCE SHOWN ABOVE IS FROM THE ORIGINAL
 OA0920'DESCRIPTION.  TREES ARE RAPIDLY GROWING AROUND THE LOOKOUT, AND
 OA0920'LINE OF SIGHT TO THE AZIMUTH MARK IS NOT CLEAR.  LANDMARKS HAVE
 OA0920'CHANGED.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 OA0920'
 OA0920'THE STATION IS IN THE NORTHWEST 1/4 SECTION 23, T 31S, R 14W,
 OA0920'ON THE HIGHEST PART OF EDSON BUTTE.
 OA0920'
 OA0920'TO REACH THE STATION FROM THE CROSS STREET JUST EAST OF THE
 OA0920'LANGLOIS POST OFFICE, GO SOUTH ON U.S. HIGHWAY 101 FOR 0.6 MILE
 OA0920'TO FLORAS CREEK ROAD, COUNTY ROAD 124, ON THE LEFT, TURN LEFT, AND
 OA0920'GO EAST ON FLORAS CREEK ROAD FOR 6.3 MILES, TURN RIGHT OFF THE
 OA0920'COUNTY ROAD, AND GO SOUTHERLY ON THE MAIN TRAVELED B.L.M. ROAD
 OA0920'FOR 3.2 MILES TO A FORK AT THE BOTTOM OF A DRAW, TURN SHARP
 OA0920'LEFT, CROSS THE BRIDGE, AND GO SOUTH, AND EAST ON THE MAIN
 OA0920'TRAVELED ROAD FOR 3.1 MILES TO A T INTERSECTION, TURN RIGHT, AND
 OA0920'GO SOUTH FOR 0.4 MILE TO A CROSSROAD, TURN LEFT, UPGRADE, AND
 OA0920'GO EAST, AND NORTH FOR 0.8 MILE TO THE LOOKOUT, AND STATION.
 OA0920'
 OA0920'THE STATION MARK, STAMPED EDSON 2 1942, IS A STANDARD DISK SET
 OA0920'IN A 10-INCH CONCRETE MONUMENT THAT PROJECTS 2 INCHES, 13 FEET
 OA0920'WEST OF THE CENTER OF THE ROAD, 7 FEET NORTHEAST OF THE NORTHEAST
 OA0920'CORNER OF THE LOOKOUT, AND 7 FEET SOUTH OF A FIR TREE WITH A
 OA0920'WITNESS SIGN NAILED ON IT.  (NOTE 1A AND 7A)
 OA0920'
 OA0920'REFERENCE MARK NO. 1, STAMPED EDSON 2 NO 1 1942, IS A STANDARD
 OA0920'DISK CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS 6 INCHES,
 OA0920'27 FEET WEST OF THE CENTER OF THE ROAD, AND 6.5 FEET SOUTH OF THE
 OA0920'SOUTHEAST CORNER OF THE LOOKOUT.  (NOTE 12A)
 OA0920'
 OA0920'REFERENCE MARK NO. 2, STAMPED EDSON 2 NO 2 1942, IS A STANDARD
 OA0920'DISK CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS 1 FOOT,
 OA0920'16 FEET EAST OF THE CENTER OF THE ROAD, AND 6 FEET SOUTHWEST OF
 OA0920'THE NORTHWEST LEG OF THE LOOKOUT.  (NOTE 12A)
 OA0920'
 OA0920'THE AZIMUTH MARK, STAMPED EDSON 2 1942, IS A STANDARD DISK CEMENTED
 OA0920'IN A DRILL HOLE IN BEDROCK THAT PROJECTS 2 FEET.  (NOTE 17A)
 OA0920'
 OA0920'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OA0920'7 MILES SOUTHEAST OF LANGLOIS.
 OA0920
 OA0920                          STATION RECOVERY (1986)
 OA0920
 OA0920'RECOVERY NOTE BY US POWER SQUADRON 1986 (MC)
 OA0920'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0917 ***********************************************************************
 OA0917  DESIGNATION -  EDSON BUTTE LOT GUARD DWELLING
 OA0917  PID         -  OA0917
 OA0917  STATE/COUNTY-  OR/CURRY
 OA0917  USGS QUAD   -  MOUNT BUTLER (1986)
 OA0917
 OA0917                         *CURRENT SURVEY CONTROL
 OA0917  ___________________________________________________________________
 OA0917* NAD 83(1991)-  42 52 18.95024(N)    124 20 03.83831(W)     ADJUSTED  
 OA0917* NAVD 88     -              **(meters)            **(feet)            
 OA0917  ___________________________________________________________________
 OA0917  LAPLACE CORR-           9.91  (seconds)                    DEFLEC99
 OA0917  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 OA0917  HORZ ORDER  -  THIRD
 OA0917
 OA0917.The horizontal coordinates were established by classical geodetic methods
 OA0917.and adjusted by the National Geodetic Survey in October 1991.
 OA0917
 OA0917
 OA0917.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA0917
 OA0917.The geoid height was determined by GEOID03.
 OA0917
 OA0917;                    North         East     Units Scale Factor Converg.
 OA0917;SPC OR S     -   141,054.139 1,186,829.058   MT  0.99990794   -2 37 23.9
 OA0917;SPC OR S     -   462,776.05  3,893,796.12   iFT  0.99990794   -2 37 23.9
 OA0917;UTM  10      - 4,747,456.654   391,008.924   MT  0.99974614   -0 54 28.7
 OA0917
 OA0917                          SUPERSEDED SURVEY CONTROL
 OA0917
 OA0917  NAD 83(1986)-  42 52 18.92979(N)    124 20 03.87675(W) AD(       ) 4
 OA0917  NAD 27      -  42 52 19.55400(N)    124 19 59.48400(W) AD(       ) 3
 OA0917
 OA0917.Superseded values are not recommended for survey control.
 OA0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0917.See file dsdata.txt to determine how the superseded data were derived.
 OA0917
 OA0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN9100947457(NAD 83)
 OA0917
 OA0917  HISTORY     - Date     Condition        Report By
 OA0917  HISTORY     - 1942     MONUMENTED       CGS
 OA0917  HISTORY     - 1973     SEE DESCRIPTION  NGS
 OA0917
 OA0917                          STATION DESCRIPTION
 OA0917
 OA0917'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JCS)
 OA0917'THIS INTERSECTION STATION IS THE DWELLING HOUSE OF THE STATE
 OA0917'FIRE GUARD ON EDSON BUTTE, A WELL KNOWN MOUNTAIN IN THE
 OA0917'VICINITY.  IT IS LOCATED BY AIR LINE DISTANCES ABOUT 7 MILES SE
 OA0917'OF LANGLOIS, 6-1/2 MILES ESE OF DENMARK, AND 12 MILES NE OF
 OA0917'PORT ORFORD.
 OA0917'
 OA0917'THE HOUSE IS RECTANGULAR IN SHAPE, ABOUT 20 BY 24 FEET AND
 OA0917'14 FEET HIGH.  IT IS AT THE SITE OF TRIANGULATION STATION EDSON 2.
 OA0917
 OA0917                          STATION RECOVERY (1973)
 OA0917
 OA0917'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 OA0917'THE STATION HAS BEEN DESTROYED.  ANOTHER LOOKOUT HAS BEEN
 OA0917'ERECTED JUST TO THE NORTH OF THIS POSITION.
 OA0917'
 OA0917'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OA0917'7 MILES SOUTHEAST OF LANGLOIS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1819 ***********************************************************************
 RD1819  DESIGNATION -  EDWARDS
 RD1819  PID         -  RD1819
 RD1819  STATE/COUNTY-  OR/TILLAMOOK
 RD1819  USGS QUAD   -  THE PENINSULA (1984)
 RD1819
 RD1819                         *CURRENT SURVEY CONTROL
 RD1819  ___________________________________________________________________
 RD1819* NAD 83(1991)-  45 23 31.22169(N)    123 41 05.52860(W)     ADJUSTED  
 RD1819* NAVD 88     -       967.     (meters)    3173.     (feet)  SCALED    
 RD1819  ___________________________________________________________________
 RD1819  LAPLACE CORR-          11.71  (seconds)                    DEFLEC99
 RD1819  GEOID HEIGHT-         -21.20  (meters)                     GEOID03
 RD1819  HORZ ORDER  -  SECOND
 RD1819
 RD1819.The horizontal coordinates were established by classical geodetic methods
 RD1819.and adjusted by the National Geodetic Survey in October 1991.
 RD1819
 RD1819.The orthometric height was scaled from a topographic map.
 RD1819
 RD1819.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1819
 RD1819.The geoid height was determined by GEOID03.
 RD1819
 RD1819;                    North         East     Units Scale Factor Converg.
 RD1819;SPC OR N     -   196,637.617 2,250,690.364   MT  0.99990216   -2 15 31.2
 RD1819;SPC OR N     -   645,136.54  7,384,154.74   iFT  0.99990216   -2 15 31.2
 RD1819;UTM  10      - 5,026,726.908   446,391.194   MT  0.99963533   -0 29 15.3
 RD1819
 RD1819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1819!SPC OR N     -   0.99985173  x   0.99990216  =   0.99975390
 RD1819!UTM  10      -   0.99985173  x   0.99963533  =   0.99948711
 RD1819
 RD1819|---------------------------------------------------------------------|
 RD1819| PID    Reference Object                     Distance      Geod. Az  |
 RD1819|                                                           dddmmss.s |
 RD1819| DD9658 EDWARDS RM 1                         10.182 METERS 25246     |
 RD1819| RD1816 EDWARDS BUTTE LOT                     9.483 METERS 27023     |
 RD1819| RD1903 TILLAMOOK MTN ST POWER CO STK       APPROX.14.7 KM 3001839.8 |
 RD1819| DD9659 EDWARDS RM 2                          6.053 METERS 30604     |
 RD1819| DD9657 EDWARDS DRILL HOLE                    1.680 METERS 31112     |
 RD1819| RD1818 EDWARDS BUTTE                         4.416 METERS 31823     |
 RD1819| DD9656 EDWARDS AZ MK                                      3583456.6 |
 RD1819|---------------------------------------------------------------------|
 RD1819
 RD1819                          SUPERSEDED SURVEY CONTROL
 RD1819
 RD1819  NAD 83(1986)-  45 23 31.24905(N)    123 41 05.52946(W) AD(       ) 2
 RD1819  NAD 27      -  45 23 31.86100(N)    123 41 01.10400(W) AD(       ) 2
 RD1819
 RD1819.Superseded values are not recommended for survey control.
 RD1819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1819.See file dsdata.txt to determine how the superseded data were derived.
 RD1819
 RD1819_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR4639126727(NAD 83)
 RD1819_MARKER: DS = TRIANGULATION STATION DISK
 RD1819_SETTING: 66 = SET IN ROCK OUTCROP
 RD1819_STAMPING: EDWARDS 1941
 RD1819_MARK LOGO: CGS   
 RD1819_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD1819_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RD1819+STABILITY: POSITION/ELEVATION WELL
 RD1819
 RD1819  HISTORY     - Date     Condition        Report By
 RD1819  HISTORY     - 1941     MONUMENTED       CGS
 RD1819  HISTORY     - 1956     GOOD             CGS
 RD1819  HISTORY     - 1957     GOOD             BPA
 RD1819  HISTORY     - 19860528 GOOD             NGS
 RD1819
 RD1819                          STATION DESCRIPTION
 RD1819
 RD1819'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (ANS)
 RD1819'THE STATION IS ON THE HIGHEST POINT OF THE MOST WESTERLY OF THE
 RD1819'TWO PROMINENT TREE-COVERED KNOBS ON EDWARDS BUTTE ABOUT 9 MILES SE
 RD1819'OF TILLAMOOK AND ABOUT 13-1/2 MILES NE OF HEBO.
 RD1819'
 RD1819'STATION, REFERENCE, AND AZIMUTH MARKS ARE STANDARD DISKS SET IN
 RD1819'DRILL HOLES IN OUTCROPPING BEDROCK.
 RD1819'
 RD1819'STATION MARK IS 25.5 FEET E OF THE SE LEG OF THE LOOKOUT TOWER
 RD1819'SET FLUSH AND STAMPED EDWARDS 1941.
 RD1819'
 RD1819'REFERENCE MARK NO.1 IS SET IN A LARGE PORTION OF ROCK OUTCROP
 RD1819'PROJECTING ABOUT 3 FEET, 5-1/2 FEET SW OF THE SW LEG OF THE
 RD1819'LOOKOUT TOWER, ABOUT 4 FEET BELOW THE STATION, AND IS STAMPED
 RD1819'EDWARDS NO.1, 1941.
 RD1819'
 RD1819'REFERENCE MARK NO.2 IS SET IN A LARGE PORTION OF ROCK OUTCROP
 RD1819'PROJECTING ABOUT ONE FOOT, 11.4 FEET NE OF THE NE LEG OF THE
 RD1819'LOOKOUT TOWER, ABOUT ONE FOOT BELOW THE STATION, AND IS STAMPED
 RD1819'EDWARDS NO.2, 1941.
 RD1819'
 RD1819'A STANDARD USFS TRIANGULATION MARK IS SET IN A LARGE PORTION OF
 RD1819'ROCK OUTCROP PROJECTING ABOUT 4 FEET, 17.2 FEET E OF THE NE LEG
 RD1819'OF THE LOOKOUT TOWER, ABOUT ONE FOOT BELOW THE STATION, AND IS
 RD1819'STAMPED EDWARDS BUTTE 1936.
 RD1819'
 RD1819'THE AZIMUTH MARK IS 100 FEET N OF THE ARROW BLAZE ON TREE
 RD1819'MENTIONED IN THE TO REACH STATION DESCRIPTION, BELOW, 25 FEET W
 RD1819'OF THE TRAIL AT THE BASE OF A LARGE BLACKENED TREE STUMP, PROJECTS
 RD1819'10 INCHES, AND IS STAMPED EDWARDS 1941.
 RD1819'
 RD1819'REACHED FROM TILLAMOOK BY GOING E ON THE WILSON RIVER HIGHWAY
 RD1819'(HARD SURFACE) FOR 3.0 MILES TO THE CROSSROADS AT THE FAIRVIEW
 RD1819'SCHOOL.  TURN RIGHT AND GO S AND SE FOR 1.5 MILES TO GRAVEL ROAD
 RD1819'LEADING RIGHT ACROSS STEEL BRIDGE.  TURN RIGHT (SW), CROSS BRIDGE
 RD1819'AND CONTINUE FOR 0.8 MILE TO FIRST ROAD LEADING LEFT (E) AT SIGN
 RD1819'STATE FISH HATCHERY.  TURN LEFT AND GO 2.5 MILES TO FORK.  TAKE
 RD1819'RIGHT FORK UP HILL AND CONTINUE E FOR 0.6 MILE TO A WOOD BRIDGE
 RD1819'AT THE STONY BOARDING CAMP.  CROSS BRIDGE AND FOLLOW LOGGING
 RD1819'ROAD UPHILL FOR 2.8 MILES TO A FORK.  TAKE RIGHT FORK (E) AND
 RD1819'GO 0.5 MILE TO END OF TRUCK TRAVEL AND END OF ROAD AT LOGGING
 RD1819'OPERATIONS.  THIS ROAD WILL, IN THE FUTURE, BE CONTINUED AS
 RD1819'THE LOGGING OPERATIONS PROGRESS.
 RD1819'
 RD1819'FROM THE END OF TRUCK TRAVEL A SADDLE CAN BE SEEN ABOUT 1/2
 RD1819'MILE SE.  PACK TOWARDS SADDLE BY GOING E UPHILL THROUGH NEW
 RD1819'CUTTING TO A POINT ABOVE THE LOGGING OPERATIONS.  CONTINUE S
 RD1819'ALONG THE W SIDE OF RIDGE HOLDING ABOUT THE SAME ELEVATION TO
 RD1819'THE SADDLE.  AT THE SADDLE THE EDWARDS BUTTE LOOKOUT TOWER TRAIL
 RD1819'WILL BE FOUND ON THE TOP OF THE RIDGE.  FOLLOW TRAIL S AND SE
 RD1819'FOR ABOUT 3-1/2 MILES TO A TREE WITH A LARGE ARROW BLAZE ON THE
 RD1819'RIGHT ABOUT 1/2 MILE N OF THE STATION.  THE DIRECTION OF THIS
 RD1819'ARROW POINTS TOWARDS WATER SUPPLY.  CONTINUE TO THE STATION
 RD1819'BY FOLLOWING TRAIL S FOR ABOUT 1/2 MILE TO THE HIGHEST
 RD1819'POINT AND STATION AT THE LOOKOUT TOWER.  THE PACK WILL
 RD1819'REQUIRE ABOUT 3 HOURS.
 RD1819'
 RD1819'HEIGHT OF LIGHT ABOVE STATION MARK 1-1/2 METERS.
 RD1819
 RD1819                          STATION RECOVERY (1956)
 RD1819
 RD1819'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (FN)
 RD1819'THE STATION, BOTH REFERENCE MARKS AND EDWARDS BUTTE (USFS)
 RD1819'1936-1941 WERE RECOVERED IN GOOD CONDITION AS DESCRIBED WITH
 RD1819'THE FOLLOWING ADDITIONS AND CHANGES.  THE AZIMUTH MARK WAS NOT
 RD1819'SEARCHED FOR.
 RD1819'
 RD1819'THE LOOKOUT TOWER MENTIONED IN THE DESCRIPTION HAS COLLAPSED.  THE
 RD1819'ANGLES AND DISTANCES TO THE REFERENCE MARKS AND EDWARDS BUTTE
 RD1819'(USFS) 1936-1941 WERE VERIFIED.
 RD1819'
 RD1819'TO REACH THE STATION FROM THE INTERSECTION OF MAIN AVENUE AND
 RD1819'FIRST STREET IN TILLAMOOK GO SOUTH 0.1 MILE ON MAIN AVENUE TO
 RD1819'THE INTERSECTION OF MAIN AVENUE AND THIRD STREET, TURN LEFT AND
 RD1819'GO EAST 2.5 MILE ON THE WILSON RIVER ROAD (STATE HIGHWAY 6) TO
 RD1819'THE CROSSROADS AT THE FAIRVIEW SCHOOL, TURN RIGHT AND GO
 RD1819'SOUTHERLY 1.6 MILE TO A FORK, TAKE THE RIGHT FORK SOUTH 0.8 MILE
 RD1819'TO A T-ROAD EAST, TURN LEFT AND GO EASTERLY 1.3 MILE TO A
 RD1819'PRIVATE ROAD ON THE RIGHT, TURN RIGHT AND FOLLOW PRIVATE ROAD
 RD1819'SOUTHERLY 0.2 MILE THROUGH AN ORCHARD TO THE SOUTHWESTERLY
 RD1819'CORNER OF A PASTURE AND A GATE, CONTINUE SOUTHERLY ON A GOOD
 RD1819'PRIVATE LOGGING ROAD 0.2 MILE TO A FORK, TAKE THE LEFT FORK
 RD1819'SOUTHERLY 4.3 MILES TO A Y-INTERSECTION, CONTINUE ON THE
 RD1819'MAIN TRAVELED ROAD TO THE RIGHT 0.3 MILE TO Y-INTERSECTION,
 RD1819'TAKE THE ROAD TO THE LEFT 0.2 MILE TO THE TOP OF THE RIDGE, TURN
 RD1819'RIGHT AND GO ABOUT 200 FEET TO THE ETT, FROM HERE PACK ABOUT 0.5
 RD1819'MILE SOUTHERLY UP THE SHOULDER OF THE RIDGE TO THE HIGHEST
 RD1819'PART OF THE RIDGE AND STATION JUST SOUTH OF A COLLAPSED
 RD1819'LOOKOUT TOWER, A 30 MINUTE PACK.
 RD1819
 RD1819                          STATION RECOVERY (1957)
 RD1819
 RD1819'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1957
 RD1819'FROM THE POST OFFICE IN TILLAMOOK GO EAST ON STATE HIGHWAY 6 2.5
 RD1819'MILES TO FAIRVIEW SCHOOL.  TURN RIGHT (S.) ON TRASK RIVER ROAD AND
 RD1819'GO 1.7 MILES.  KEEP RIGHT, CROSS RIVER ON CONCRETE BRIDGE AND OILED
 RD1819'ROAD 0.8 MILE.  TURN LEFT ON OILED ROAD (SIGN STATE FISH HATCHERY)
 RD1819'AND GO 2.6 MILES TO A FORK, TAKE RIGHT FORK AND GO 0.8 MILE TO
 RD1819'WOODEN BRIDGE, CROSS BRIDGE AND 0.2 MILE TO ANOTHER WOODEN
 RD1819'BRIDGE, CROSS SECOND BRIDGE AND GO 0.8 MILE TO A FORK, TURN RIGHT
 RD1819'UP GRADE AND CONTINUE ON MAIN TRAVELED ROAD FOR 2.1 MILES TO
 RD1819'FORK.  TAKE LEFT FORK FOR 0.4 MILE TO A FORK IN THE SADDLE OF
 RD1819'THE RIDGE, CONTINUE SOUTHERLY UP GRADE 0.7 MILE TO A FORK.
 RD1819'TAKE LEFT FORK UP GRADE AROUND THE SOUTHEAST SLOPE OF HILL 0.9
 RD1819'MILE TO A FORK, TURN SHARP LEFT AND GO 0.1 MILE TO END OF
 RD1819'TRUCK TRAVEL.  TRAIL LEADS UP HILL RIGHT FROM THE ROAD TO TOP
 RD1819'OF THE HILL AND STATION.  20 MINUTE PACK.
 RD1819
 RD1819                          STATION RECOVERY (1986)
 RD1819
 RD1819'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (LLR)
 RD1819'THE STATION AND REFERENCE MARK 1 WERE RECOVERED IN GOOD CONDITION.
 RD1819'REFERENCE MARK 2 WAS ABOUT HALF GONE BUT THE HASH MARKS WERE STILL
 RD1819'VISIBLE.  THE USFS MARK WAS GONE BUT THE SHANK REMAINS.  THE AZIMUTH
 RD1819'MARK WAS NOT SEARCHED FOR.  BECAUSE OF NUMBEROUS NEW ROADS IN THE AREA
 RD1819'A STOP AT THE TILLAMOOK COUNTY SURVEYORS OFFICE WOULD HELP IN LOCATING
 RD1819'THE MARK.  DESCRIBED BY L L RIGGERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1818 ***********************************************************************
 RD1818  DESIGNATION -  EDWARDS BUTTE
 RD1818  PID         -  RD1818
 RD1818  STATE/COUNTY-  OR/TILLAMOOK
 RD1818  USGS QUAD   -  THE PENINSULA (1984)
 RD1818
 RD1818                         *CURRENT SURVEY CONTROL
 RD1818  ___________________________________________________________________
 RD1818* NAD 83(1991)-  45 23 31.32863(N)    123 41 05.66345(W)     ADJUSTED  
 RD1818* NAVD 88     -       967.     (meters)    3173.     (feet)  SCALED    
 RD1818  ___________________________________________________________________
 RD1818  LAPLACE CORR-          11.72  (seconds)                    DEFLEC99
 RD1818  GEOID HEIGHT-         -21.20  (meters)                     GEOID03
 RD1818  HORZ ORDER  -  SECOND
 RD1818
 RD1818.The horizontal coordinates were established by classical geodetic methods
 RD1818.and adjusted by the National Geodetic Survey in October 1991.
 RD1818
 RD1818.The orthometric height was scaled from a topographic map.
 RD1818
 RD1818.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1818
 RD1818.The geoid height was determined by GEOID03.
 RD1818
 RD1818;                    North         East     Units Scale Factor Converg.
 RD1818;SPC OR N     -   196,641.032 2,250,687.563   MT  0.99990216   -2 15 31.3
 RD1818;SPC OR N     -   645,147.74  7,384,145.55   iFT  0.99990216   -2 15 31.3
 RD1818;UTM  10      - 5,026,730.233   446,388.290   MT  0.99963534   -0 29 15.4
 RD1818
 RD1818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1818!SPC OR N     -   0.99985173  x   0.99990216  =   0.99975390
 RD1818!UTM  10      -   0.99985173  x   0.99963534  =   0.99948712
 RD1818
 RD1818                          SUPERSEDED SURVEY CONTROL
 RD1818
 RD1818  NAD 83(1986)-  45 23 31.35599(N)    123 41 05.66432(W) AD(       ) 2
 RD1818  NAD 27      -  45 23 31.96802(N)    123 41 01.23876(W) AD(       ) 2
 RD1818
 RD1818.Superseded values are not recommended for survey control.
 RD1818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1818.See file dsdata.txt to determine how the superseded data were derived.
 RD1818
 RD1818_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR4638826730(NAD 83)
 RD1818
 RD1818  HISTORY     - Date     Condition        Report By
 RD1818  HISTORY     - 1936     MONUMENTED       USFS
 RD1818  HISTORY     - 1940     SEE DESCRIPTION  CGS
 RD1818  HISTORY     - 1970     SEE DESCRIPTION  BPA
 RD1818
 RD1818                          STATION DESCRIPTION
 RD1818
 RD1818'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (LAM)
 RD1818'THIS INTERSECTED STATION IS ON HIGHEST POINT OF WESTERN OF TWO
 RD1818'HIGH SUMMITS OF EDWARDS BUTTE, ABOUT 11 MILES AIRLINE SOUTHEAST
 RD1818'OF TILLAMOOK AND 5 MILES SOUTH OF TRASK RIVER.  FROM TILLAMOOK
 RD1818'DRIVE SOUTHEAST TO TRASK RIVER CCC CAMP, AND SECURE TRAVEL
 RD1818'DIRECTIONS AT CAMP FOREST OFFICE.  STATION IS 4-FOOT FIRE-KILLED
 RD1818'HEMLOCK TREE ABOUT 130 FT. HIGH, WITH TRIANGULAR BLAZE MARKED
 RD1818'WITH NAILS.
 RD1818'
 RD1818'REFERENCE DISK IS 11.6 FEET FROM STATION IN APPROXIMATE AZIMUTH
 RD1818'241 DEG.  IT IS SET ACCORDING TO NOTE 12A.
 RD1818'
 RD1818'IN 1940 IT WAS REPORTED THAT A LOOKOUT TOWER WAS BEING BUILT ON
 RD1818'THE SUMMIT, AND THAT THE USFS DISK HAD BEEN DISTURBED, BUT NO
 RD1818'MENTION WAS MADE OF THE CONDITION OF THE HEMLOCK TREE.
 RD1818
 RD1818                          STATION RECOVERY (1970)
 RD1818
 RD1818'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1970
 RD1818'TO REACH DESCRIPTION IS ADEQUATE.  STATION AND R.MS 1 AND 2 FOUND
 RD1818'IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1816 ***********************************************************************
 RD1816  DESIGNATION -  EDWARDS BUTTE LOT
 RD1816  PID         -  RD1816
 RD1816  STATE/COUNTY-  OR/TILLAMOOK
 RD1816  USGS QUAD   -  THE PENINSULA (1984)
 RD1816
 RD1816                         *CURRENT SURVEY CONTROL
 RD1816  ___________________________________________________________________
 RD1816* NAD 83(1991)-  45 23 31.22373(N)    123 41 05.96455(W)     ADJUSTED  
 RD1816* NAVD 88     -              **(meters)            **(feet)            
 RD1816  ___________________________________________________________________
 RD1816  LAPLACE CORR-          11.74  (seconds)                    DEFLEC99
 RD1816  GEOID HEIGHT-         -21.20  (meters)                     GEOID03
 RD1816  HORZ ORDER  -  THIRD
 RD1816
 RD1816.The horizontal coordinates were established by classical geodetic methods
 RD1816.and adjusted by the National Geodetic Survey in October 1991.
 RD1816
 RD1816
 RD1816.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1816
 RD1816.The geoid height was determined by GEOID03.
 RD1816
 RD1816;                    North         East     Units Scale Factor Converg.
 RD1816;SPC OR N     -   196,638.054 2,250,680.892   MT  0.99990216   -2 15 31.5
 RD1816;SPC OR N     -   645,137.97  7,384,123.66   iFT  0.99990216   -2 15 31.5
 RD1816;UTM  10      - 5,026,727.052   446,381.716   MT  0.99963535   -0 29 15.6
 RD1816
 RD1816                          SUPERSEDED SURVEY CONTROL
 RD1816
 RD1816  NAD 83(1986)-  45 23 31.25109(N)    123 41 05.96541(W) AD(       ) 4
 RD1816  NAD 27      -  45 23 31.86305(N)    123 41 01.53994(W) AD(       ) 3
 RD1816
 RD1816.Superseded values are not recommended for survey control.
 RD1816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1816.See file dsdata.txt to determine how the superseded data were derived.
 RD1816
 RD1816_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR4638226727(NAD 83)
 RD1816
 RD1816  HISTORY     - Date     Condition        Report By
 RD1816  HISTORY     - 1941     MONUMENTED       USFS
 RD1816  HISTORY     - 1956     SEE DESCRIPTION  CGS
 RD1816
 RD1816                          STATION DESCRIPTION
 RD1816
 RD1816'DESCRIBED BY US FOREST SERVICE 1941 (ANS)
 RD1816'STATION IS NEAR THE HIGHEST POINT OF THE MOST WESTERLY OF THE TWO
 RD1816'PROMINENT TREE-COVERED KNOBS ON EDWARDS BUTTE SITUATED ABOUT 9
 RD1816'MILES SE OF TILLAMOOK AND ABOUT 13-1/2 MILES NE OF HEBO.
 RD1816'
 RD1816'THE TOWER IS OF WOOD CONSTRUCTION, ABOUT 45 FEET HIGH, AND 9.48
 RD1816'METERS E OF STATION EDWARDS WHICH OCCUPIES THE HIGHEST POINT OF
 RD1816'THE W KNOB.
 RD1816'
 RD1816'THE TOP OF THE TOWER WAS INTERSECTED.
 RD1816'
 RD1816'A USFS DISK SET IN 1937 LIES 4.42 METERS NW OF EDWARDS.  THIS DISK
 RD1816'WAS REFERENCED TO A TREE INTERSECTED BY THE USFS.  THE TREE HAS
 RD1816'BEEN CUT AND THE TOWER BUILT SINCE 1937.
 RD1816
 RD1816                          STATION RECOVERY (1956)
 RD1816
 RD1816'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (FN)
 RD1816'THE STATION WAS DESTROYED WHEN THE LOOKOUT TOWER COLLAPSED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1817 ***********************************************************************
 RD1817  DESIGNATION -  EDWARDS BUTTE TREE
 RD1817  PID         -  RD1817
 RD1817  STATE/COUNTY-  OR/TILLAMOOK
 RD1817  USGS QUAD   -  THE PENINSULA (1984)
 RD1817
 RD1817                         *CURRENT SURVEY CONTROL
 RD1817  ___________________________________________________________________
 RD1817* NAD 83(1991)-  45 23 31.24115(N)    123 41 05.69004(W)     ADJUSTED  
 RD1817* NAVD 88     -              **(meters)            **(feet)            
 RD1817  ___________________________________________________________________
 RD1817  LAPLACE CORR-          11.72  (seconds)                    DEFLEC99
 RD1817  GEOID HEIGHT-         -21.20  (meters)                     GEOID03
 RD1817  HORZ ORDER  -  THIRD
 RD1817
 RD1817.The horizontal coordinates were established by classical geodetic methods
 RD1817.and adjusted by the National Geodetic Survey in October 1991.
 RD1817
 RD1817
 RD1817.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1817
 RD1817.The geoid height was determined by GEOID03.
 RD1817
 RD1817;                    North         East     Units Scale Factor Converg.
 RD1817;SPC OR N     -   196,638.356 2,250,686.879   MT  0.99990216   -2 15 31.3
 RD1817;SPC OR N     -   645,138.96  7,384,143.30   iFT  0.99990216   -2 15 31.3
 RD1817;UTM  10      - 5,026,727.538   446,387.689   MT  0.99963534   -0 29 15.4
 RD1817
 RD1817                          SUPERSEDED SURVEY CONTROL
 RD1817
 RD1817  NAD 83(1986)-  45 23 31.26860(N)    123 41 05.69357(W) AD(       ) 4
 RD1817  NAD 27      -  45 23 31.87900(N)    123 41 01.27100(W) AD(       ) 3
 RD1817
 RD1817.Superseded values are not recommended for survey control.
 RD1817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1817.See file dsdata.txt to determine how the superseded data were derived.
 RD1817
 RD1817_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR4638826728(NAD 83)
 RD1817
 RD1817  HISTORY     - Date     Condition        Report By
 RD1817  HISTORY     - 1937     MONUMENTED       USFS
 RD1817  HISTORY     - 1956     SEE DESCRIPTION  CGS
 RD1817
 RD1817                          STATION DESCRIPTION
 RD1817
 RD1817'DESCRIBED BY US FOREST SERVICE 1937
 RD1817'SEE STATION EDWARDS BUTTE LOT
 RD1817
 RD1817                          STATION RECOVERY (1956)
 RD1817
 RD1817'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (FN)
 RD1817'THIS INTERSECTION STATION WAS DESTROYED WHEN THE TREE WAS CUT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0280 ***********************************************************************
 PC0280  DESIGNATION -  EE 102
 PC0280  PID         -  PC0280
 PC0280  STATE/COUNTY-  OR/DOUGLAS
 PC0280  USGS QUAD   -  DRAIN (1987)
 PC0280
 PC0280                         *CURRENT SURVEY CONTROL
 PC0280  ___________________________________________________________________
 PC0280* NAD 83(1986)-  43 38 04.     (N)    123 18 00.     (W)     SCALED    
 PC0280* NAVD 88     -       103.158  (meters)     338.44   (feet)  ADJUSTED  
 PC0280  ___________________________________________________________________
 PC0280  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 PC0280  DYNAMIC HT  -         103.143 (meters)     338.39  (feet)  COMP
 PC0280  MODELED GRAV-     980,478.3   (mgal)                       NAVD 88
 PC0280
 PC0280  VERT ORDER  -  FIRST     CLASS II
 PC0280
 PC0280.The horizontal coordinates were scaled from a topographic map and have
 PC0280.an estimated accuracy of +/- 6 seconds.
 PC0280
 PC0280.The orthometric height was determined by differential leveling
 PC0280.and adjusted in June 1991.
 PC0280
 PC0280.The geoid height was determined by GEOID03.
 PC0280
 PC0280.The dynamic height is computed by dividing the NAVD 88
 PC0280.geopotential number by the normal gravity value computed on the
 PC0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0280.degrees latitude (g = 980.6199 gals.).
 PC0280
 PC0280.The modeled gravity was interpolated from observed gravity values.
 PC0280
 PC0280;                    North         East    Units  Estimated Accuracy
 PC0280;SPC OR S     -   222,370.    1,274,110.      MT  (+/- 180 meters Scaled)
 PC0280
 PC0280                          SUPERSEDED SURVEY CONTROL
 PC0280
 PC0280  NGVD 29 (??/??/92)  102.060  (m)          334.84   (f) ADJ UNCH    1 2
 PC0280
 PC0280.Superseded values are not recommended for survey control.
 PC0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0280.See file dsdata.txt to determine how the superseded data were derived.
 PC0280
 PC0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP758313(NAD 83)
 PC0280_MARKER: DD = SURVEY DISK
 PC0280_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PC0280_SP_SET: HEADWALL
 PC0280_STAMPING: E E 102 334 1934
 PC0280_MARK LOGO: ORHD  
 PC0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0280+STABILITY: SURFACE MOTION
 PC0280
 PC0280  HISTORY     - Date     Condition        Report By
 PC0280  HISTORY     - 1934     MONUMENTED       ORDT
 PC0280  HISTORY     - 1954     GOOD             NGS
 PC0280  HISTORY     - 1987     GOOD             NGS
 PC0280
 PC0280                          STATION DESCRIPTION
 PC0280
 PC0280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 PC0280'2.6 MI S FROM DRAIN.
 PC0280'2.6 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 PC0280'STATION AT DRAIN, 0.15 MILE NORTH OF THE CROSSING OF A ROAD LEADING TO
 PC0280'A SAWMILL, AT THE JUNCTION OF A SIDE TRACK LEADING SOUTHEAST, AT
 PC0280'MILEAGE 606.40, BETWEEN THE RAILROAD AND U. S. HIGHWAY 99, AT A
 PC0280'CONCRETE BOX CULVERT UNDER THE HIGHWAY, IN THE TOP OF THE EAST
 PC0280'CONCRETE HEAD WALL, 36.9 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK,
 PC0280'22 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 3.5 FEET SOUTH OF THE
 PC0280'NORTH END OF THE HEAD WALL, AND ABOUT LEVEL WITH THE TRACK AND THE
 PC0280'HIGHWAY.
 PC0280
 PC0280                          STATION RECOVERY (1987)
 PC0280
 PC0280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PC0280'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  4.5 KM
 PC0280'(2.80 MI) SOUTHERLY ALONG STATE HIGHWAY 99 FROM THE EAST JUNCTION OF B
 PC0280'STREET IN DRAIN, IN TOP OF AND 1.2 M (3.9 FT) SOUTH OF THE NORTH END
 PC0280'OF THE EAST CONCRETE HEADWALL OF A BOX CULVERT, 11.1 M (36.4 FT) WEST
 PC0280'OF THE NEAR RAIL OF THE SOUTHERN PACIFIC RAILROAD, AND 7.0 M
 PC0280'(23.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY.
 PC0280'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0189 ***********************************************************************
 RD0189  DESIGNATION -  EE 107
 RD0189  PID         -  RD0189
 RD0189  STATE/COUNTY-  OR/CLACKAMAS
 RD0189  USGS QUAD   -  SANDY (1985)
 RD0189
 RD0189                         *CURRENT SURVEY CONTROL
 RD0189  ___________________________________________________________________
 RD0189* NAD 83(1986)-  45 23 52.     (N)    122 15 44.     (W)     SCALED    
 RD0189* NAVD 88     -       295.839  (meters)     970.60   (feet)  ADJUSTED  
 RD0189  ___________________________________________________________________
 RD0189  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 RD0189  DYNAMIC HT  -         295.813 (meters)     970.51  (feet)  COMP
 RD0189  MODELED GRAV-     980,520.2   (mgal)                       NAVD 88
 RD0189
 RD0189  VERT ORDER  -  SECOND    CLASS 0
 RD0189
 RD0189.The horizontal coordinates were scaled from a topographic map and have
 RD0189.an estimated accuracy of +/- 6 seconds.
 RD0189
 RD0189.The orthometric height was determined by differential leveling
 RD0189.and adjusted in June 1991.
 RD0189
 RD0189.The geoid height was determined by GEOID03.
 RD0189
 RD0189.The dynamic height is computed by dividing the NAVD 88
 RD0189.geopotential number by the normal gravity value computed on the
 RD0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0189.degrees latitude (g = 980.6199 gals.).
 RD0189
 RD0189.The modeled gravity was interpolated from observed gravity values.
 RD0189
 RD0189;                    North         East    Units  Estimated Accuracy
 RD0189;SPC OR N     -   193,870.    2,362,040.      MT  (+/- 180 meters Scaled)
 RD0189
 RD0189                          SUPERSEDED SURVEY CONTROL
 RD0189
 RD0189  NGVD 29 (??/??/92)  294.782  (m)          967.13   (f) ADJ UNCH    2 0
 RD0189
 RD0189.Superseded values are not recommended for survey control.
 RD0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0189.See file dsdata.txt to determine how the superseded data were derived.
 RD0189
 RD0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER577274(NAD 83)
 RD0189_MARKER: DB = BENCH MARK DISK
 RD0189_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD0189_SP_SET: PORCH
 RD0189_STAMPING: E E 107 1935
 RD0189_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0189_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RD0189+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2004
 RD0189
 RD0189  HISTORY     - Date     Condition        Report By
 RD0189  HISTORY     - 1935     MONUMENTED       CGS
 RD0189  HISTORY     - 1946     GOOD             NGS
 RD0189  HISTORY     - 1984     GOOD             USPSQD
 RD0189  HISTORY     - 20040809 GOOD             USPSQD
 RD0189
 RD0189                          STATION DESCRIPTION
 RD0189
 RD0189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RD0189'IN SANDY.
 RD0189'ABOUT 400 FEET NORTH OF THE MOUNT HOOD LOOP HIGHWAY.  AT THE MAIN
 RD0189'ENTRANCE TO SANDY SCHOOL.  SOUTHWEST CORNER OF CONCRETE PORCH.
 RD0189
 RD0189                          STATION RECOVERY (1984)
 RD0189
 RD0189'RECOVERY NOTE BY US POWER SQUADRON 1984
 RD0189'RECOVERED IN GOOD CONDITION.
 RD0189
 RD0189                          STATION RECOVERY (2004)
 RD0189
 RD0189'RECOVERY NOTE BY US POWER SQUADRON 2004 (DLM)
 RD0189'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1490 ***********************************************************************
 RC1490  DESIGNATION -  EE 109
 RC1490  PID         -  RC1490
 RC1490  STATE/COUNTY-  OR/HOOD RIVER
 RC1490  USGS QUAD   -  HOOD RIVER (1994)
 RC1490
 RC1490                         *CURRENT SURVEY CONTROL
 RC1490  ___________________________________________________________________
 RC1490* NAD 83(1986)-  45 37 29.     (N)    121 31 31.     (W)     SCALED    
 RC1490* NAVD 88     -       232.147  (meters)     761.64   (feet)  ADJUSTED  
 RC1490  ___________________________________________________________________
 RC1490  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 RC1490  DYNAMIC HT  -         232.126 (meters)     761.57  (feet)  COMP
 RC1490  MODELED GRAV-     980,519.7   (mgal)                       NAVD 88
 RC1490
 RC1490  VERT ORDER  -  SECOND    CLASS 0
 RC1490
 RC1490.The horizontal coordinates were scaled from a topographic map and have
 RC1490.an estimated accuracy of +/- 6 seconds.
 RC1490
 RC1490.The orthometric height was determined by differential leveling
 RC1490.and adjusted in June 1991.
 RC1490
 RC1490.The geoid height was determined by GEOID03.
 RC1490
 RC1490.The dynamic height is computed by dividing the NAVD 88
 RC1490.geopotential number by the normal gravity value computed on the
 RC1490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1490.degrees latitude (g = 980.6199 gals.).
 RC1490
 RC1490.The modeled gravity was interpolated from observed gravity values.
 RC1490
 RC1490;                    North         East    Units  Estimated Accuracy
 RC1490;SPC OR N     -   218,090.    2,420,050.      MT  (+/- 180 meters Scaled)
 RC1490
 RC1490                          SUPERSEDED SURVEY CONTROL
 RC1490
 RC1490  NGVD 29 (??/??/92)  231.103  (m)          758.21   (f) ADJ UNCH    2 0
 RC1490
 RC1490.Superseded values are not recommended for survey control.
 RC1490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1490.See file dsdata.txt to determine how the superseded data were derived.
 RC1490
 RC1490_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR149534(NAD 83)
 RC1490_MARKER: DB = BENCH MARK DISK
 RC1490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC1490_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC1490_STAMPING: EE 109 1934
 RC1490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1490+STABILITY: SURFACE MOTION
 RC1490
 RC1490  HISTORY     - Date     Condition        Report By
 RC1490  HISTORY     - 1934     MONUMENTED       PG+E
 RC1490  HISTORY     - 1961     MARK NOT FOUND   NGS
 RC1490
 RC1490                          STATION DESCRIPTION
 RC1490
 RC1490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RC1490'7.0 MI N FROM MT HOOD.
 RC1490'WAS ABOUT 7 MILES NORTH ALONG STATE HIGHWAY 35 FROM MT HOOD, AT THE
 RC1490'T-ROAD GOING WEST TO ODELL, ABOUT 0.8 MILE EAST OF ODELL, ABOUT 90
 RC1490'FEET EAST OF THE NORTH FORK OF THE JUNCTION, 17 FEET WEST OF THE
 RC1490'CENTER LINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0285 ***********************************************************************
 RD0285  DESIGNATION -  EE 210
 RD0285  PID         -  RD0285
 RD0285  STATE/COUNTY-  OR/YAMHILL
 RD0285  USGS QUAD   -  NEWBERG (1985)
 RD0285
 RD0285                         *CURRENT SURVEY CONTROL
 RD0285  ___________________________________________________________________
 RD0285* NAD 83(1986)-  45 18 00.     (N)    122 58 06.     (W)     SCALED    
 RD0285* NAVD 88     -        51.174  (meters)     167.89   (feet)  ADJUSTED  
 RD0285  ___________________________________________________________________
 RD0285  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 RD0285  DYNAMIC HT  -          51.173 (meters)     167.89  (feet)  COMP
 RD0285  MODELED GRAV-     980,599.3   (mgal)                       NAVD 88
 RD0285
 RD0285  VERT ORDER  -  SECOND    CLASS 0
 RD0285
 RD0285.The horizontal coordinates were scaled from a topographic map and have
 RD0285.an estimated accuracy of +/- 6 seconds.
 RD0285
 RD0285.The orthometric height was determined by differential leveling
 RD0285.and adjusted in June 1991.
 RD0285
 RD0285.The geoid height was determined by GEOID03.
 RD0285
 RD0285.The dynamic height is computed by dividing the NAVD 88
 RD0285.geopotential number by the normal gravity value computed on the
 RD0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0285.degrees latitude (g = 980.6199 gals.).
 RD0285
 RD0285.The modeled gravity was interpolated from observed gravity values.
 RD0285
 RD0285;                    North         East    Units  Estimated Accuracy
 RD0285;SPC OR N     -   184,460.    2,306,450.      MT  (+/- 180 meters Scaled)
 RD0285
 RD0285                          SUPERSEDED SURVEY CONTROL
 RD0285
 RD0285  NGVD 29 (??/??/92)   50.145  (m)          164.52   (f) ADJ UNCH    2 0
 RD0285
 RD0285.Superseded values are not recommended for survey control.
 RD0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0285.See file dsdata.txt to determine how the superseded data were derived.
 RD0285
 RD0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER024162(NAD 83)
 RD0285_MARKER: DB = BENCH MARK DISK
 RD0285_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD0285_SP_SET: CURB
 RD0285_STAMPING: 163-EE 210-1934
 RD0285_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0285
 RD0285  HISTORY     - Date     Condition        Report By
 RD0285  HISTORY     - 1934     MONUMENTED       CGS
 RD0285  HISTORY     - 1961     MARK NOT FOUND   NGS
 RD0285  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 RD0285  HISTORY     - 20070901 MARK NOT FOUND   INDIV
 RD0285
 RD0285                          STATION DESCRIPTION
 RD0285
 RD0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RD0285'IN NEWBERG.
 RD0285'IN THE EAST PART OF TOWN, ON THE WEST END OF CONCRETE HIGHWAY BRIDGE
 RD0285'ON THE WEST SIDE PACIFIC HIGHWAY (U.S. 99-W) AT JUNCTION OF ROAD
 RD0285'LEADING SOUTH TO SALEM AND AURORA, ON THE NORTH WEST CORNER OF BRIDGE,
 RD0285'SET ON CONCRETE CURB.
 RD0285
 RD0285                          STATION RECOVERY (1961)
 RD0285
 RD0285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 RD0285'MARK NOT FOUND.
 RD0285
 RD0285                          STATION RECOVERY (1990)
 RD0285
 RD0285'RECOVERY NOTE BY US POWER SQUADRON 1990 (KRN)
 RD0285'MARK NOT FOUND.
 RD0285
 RD0285                          STATION RECOVERY (2007)
 RD0285
 RD0285'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (ES)
 RD0285'MONUMENT NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0881 ***********************************************************************
 RC0881  DESIGNATION -  EE 25
 RC0881  PID         -  RC0881
 RC0881  STATE/COUNTY-  OR/WASCO
 RC0881  USGS QUAD   -  THE DALLES SOUTH (1994)
 RC0881
 RC0881                         *CURRENT SURVEY CONTROL
 RC0881  ___________________________________________________________________
 RC0881* NAD 83(1986)-  45 36 00.     (N)    121 08 28.     (W)     SCALED    
 RC0881* NAVD 88     -        34.832  (meters)     114.28   (feet)  ADJUSTED  
 RC0881  ___________________________________________________________________
 RC0881  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 RC0881  DYNAMIC HT  -          34.832 (meters)     114.28  (feet)  COMP
 RC0881  MODELED GRAV-     980,599.4   (mgal)                       NAVD 88
 RC0881
 RC0881  VERT ORDER  -  FIRST     CLASS II
 RC0881
 RC0881.The horizontal coordinates were scaled from a topographic map and have
 RC0881.an estimated accuracy of +/- 6 seconds.
 RC0881
 RC0881.The orthometric height was determined by differential leveling
 RC0881.and adjusted in June 1991.
 RC0881
 RC0881.The geoid height was determined by GEOID03.
 RC0881
 RC0881.The dynamic height is computed by dividing the NAVD 88
 RC0881.geopotential number by the normal gravity value computed on the
 RC0881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0881.degrees latitude (g = 980.6199 gals.).
 RC0881
 RC0881.The modeled gravity was interpolated from observed gravity values.
 RC0881
 RC0881;                    North         East    Units  Estimated Accuracy
 RC0881;SPC OR N     -   215,040.    2,449,990.      MT  (+/- 180 meters Scaled)
 RC0881
 RC0881                          SUPERSEDED SURVEY CONTROL
 RC0881
 RC0881  NGVD 29 (??/??/92)   33.832  (m)          111.00   (f) ADJ UNCH    1 2
 RC0881
 RC0881.Superseded values are not recommended for survey control.
 RC0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0881.See file dsdata.txt to determine how the superseded data were derived.
 RC0881
 RC0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR449512(NAD 83)
 RC0881_MARKER: DD = SURVEY DISK
 RC0881_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RC0881_SP_SET: HEADWALL
 RC0881_STAMPING: EE 25 1934
 RC0881_MARK LOGO: ORHD  
 RC0881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0881+STABILITY: SURFACE MOTION
 RC0881
 RC0881  HISTORY     - Date     Condition        Report By
 RC0881  HISTORY     - 1934     MONUMENTED       ORDT
 RC0881  HISTORY     - 1968     GOOD             NGS
 RC0881  HISTORY     - 1987     GOOD             NGS
 RC0881  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 RC0881
 RC0881                          STATION DESCRIPTION
 RC0881
 RC0881'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RC0881'2.3 MI E FROM THE DALLES.
 RC0881'2.3 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 RC0881'THE DALLES, IN R13E T1N, SECTION 1, ALONG THE SOUTHEAST FRONTAGE ROAD
 RC0881'(FORMER U.S. HIGHWAY 30), OPPOSITE RAILROAD BRIDGE 86.46, IN THE TOP
 RC0881'AND 1.7 FEET SOUTHWEST OF THE NORTHEAST END OF THE NORTHWEST CONCRETE
 RC0881'HEAD WALL OF LARGE DOUBLE CONCRETE BOX CULVERTS OVER THREEMILE CREEK,
 RC0881'21 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, ABOUT 190 FEET EAST
 RC0881'OF BENCH MARK E 25, AND ABOUT 2 1/2 FEET LOWER THAN THE ROAD.
 RC0881
 RC0881                          STATION RECOVERY (1987)
 RC0881
 RC0881'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RC0881'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.4 KM
 RC0881'(2.10 MI) EAST ALONG THIRD STREET FROM THE POST OFFICE IN THE DALLES,
 RC0881'THENCE 0.3 KM (0.20 MI) EAST ALONG SOUTHEAST FRONTAGE ROAD TO THE
 RC0881'MARK ON THE LEFT, IN THE EAST END OF A HEADWALL OF A CULVERT OVER
 RC0881'THREEMILE CREEK, 6.09 M (20.0 FT) NORTH OF THE ROAD CENTERLINE.
 RC0881'THE MARK IS 0.24 METERS  NW FROM  A WITNESS POST
 RC0881'THE MARK IS 0.45 M BELOW THE ROAD.
 RC0881
 RC0881                          STATION RECOVERY (1989)
 RC0881
 RC0881'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RC0881'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0520 ***********************************************************************
 QB0520  DESIGNATION -  EE 254
 QB0520  PID         -  QB0520
 QB0520  STATE/COUNTY-  OR/BAKER
 QB0520  USGS QUAD   -  DURKEE (1988)
 QB0520
 QB0520                         *CURRENT SURVEY CONTROL
 QB0520  ___________________________________________________________________
 QB0520* NAD 83(1986)-  44 34 05.     (N)    117 26 07.     (W)     SCALED    
 QB0520* NAVD 88     -       789.374  (meters)    2589.80   (feet)  ADJUSTED  
 QB0520  ___________________________________________________________________
 QB0520  GEOID HEIGHT-         -16.92  (meters)                     GEOID03
 QB0520  DYNAMIC HT  -         789.125 (meters)    2588.99  (feet)  COMP
 QB0520  MODELED GRAV-     980,277.9   (mgal)                       NAVD 88
 QB0520
 QB0520  VERT ORDER  -  FIRST     CLASS II
 QB0520
 QB0520.The horizontal coordinates were scaled from a topographic map and have
 QB0520.an estimated accuracy of +/- 6 seconds.
 QB0520
 QB0520.The orthometric height was determined by differential leveling
 QB0520.and adjusted in June 1991.
 QB0520
 QB0520.The geoid height was determined by GEOID03.
 QB0520
 QB0520.The dynamic height is computed by dividing the NAVD 88
 QB0520.geopotential number by the normal gravity value computed on the
 QB0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0520.degrees latitude (g = 980.6199 gals.).
 QB0520
 QB0520.The modeled gravity was interpolated from observed gravity values.
 QB0520
 QB0520;                    North         East    Units  Estimated Accuracy
 QB0520;SPC OR N     -   104,780.    2,743,380.      MT  (+/- 180 meters Scaled)
 QB0520
 QB0520                          SUPERSEDED SURVEY CONTROL
 QB0520
 QB0520  NGVD 29 (??/??/92)  788.295  (m)         2586.26   (f) ADJ UNCH    1 2
 QB0520
 QB0520.Superseded values are not recommended for survey control.
 QB0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0520.See file dsdata.txt to determine how the superseded data were derived.
 QB0520
 QB0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK654350(NAD 83)
 QB0520_MARKER: DD = SURVEY DISK
 QB0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0520_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0520_STAMPING: EE 254 1937 RPPC 39.76 1322+27.3 2586.8
 QB0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0520+STABILITY: SURFACE MOTION
 QB0520
 QB0520  HISTORY     - Date     Condition        Report By
 QB0520  HISTORY     - 1937     MONUMENTED       ORDT
 QB0520  HISTORY     - 1963     GOOD             NGS
 QB0520
 QB0520                          STATION DESCRIPTION
 QB0520
 QB0520'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1937
 QB0520'1.9 MI SE FROM DURKEE.
 QB0520'ABOUT 1.9 MILES SOUTHEAST ALONG THE OREGON TRAIL (U.S. 30) FROM
 QB0520'DURKEE, BAKER COUNTY, ABOUT 225 FEET SOUTHEAST OF A ROAD CROSSING THE
 QB0520'UNION PACIFIC RAILROAD, 36 FEET SOUTHWEST OF THE CENTER LINE OF THE
 QB0520'HIGHWAY, 1 FOOT NORTHEAST OF A FENCE LINE, AND NEAR A WHITE WOODEN
 QB0520'WITNESS POST.  AN OREGON STATE HIGHWAY DEPARTMENT STANDARD DISK,
 QB0520'STAMPED EE 254 1937 RPPC 39.76 1322+27.3 2586.8 AND SET IN THE TOP OF
 QB0520'A CONCRETE POST.
 QB0520
 QB0520                          STATION RECOVERY (1963)
 QB0520
 QB0520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 QB0520'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0864 ***********************************************************************
 QB0864  DESIGNATION -  EE 304
 QB0864  PID         -  QB0864
 QB0864  STATE/COUNTY-  OR/BAKER
 QB0864  USGS QUAD   -  HAINES (1994)
 QB0864
 QB0864                         *CURRENT SURVEY CONTROL
 QB0864  ___________________________________________________________________
 QB0864* NAD 83(1986)-  44 58 39.     (N)    117 55 18.     (W)     SCALED    
 QB0864* NAVD 88     -      1008.456  (meters)    3308.58   (feet)  ADJUSTED  
 QB0864  ___________________________________________________________________
 QB0864  GEOID HEIGHT-         -17.15  (meters)                     GEOID03
 QB0864  DYNAMIC HT  -        1008.163 (meters)    3307.61  (feet)  COMP
 QB0864  MODELED GRAV-     980,292.6   (mgal)                       NAVD 88
 QB0864
 QB0864  VERT ORDER  -  FIRST     CLASS II
 QB0864
 QB0864.The horizontal coordinates were scaled from a topographic map and have
 QB0864.an estimated accuracy of +/- 6 seconds.
 QB0864
 QB0864.The orthometric height was determined by differential leveling
 QB0864.and adjusted in June 1991.
 QB0864
 QB0864.The geoid height was determined by GEOID03.
 QB0864
 QB0864.The dynamic height is computed by dividing the NAVD 88
 QB0864.geopotential number by the normal gravity value computed on the
 QB0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0864.degrees latitude (g = 980.6199 gals.).
 QB0864
 QB0864.The modeled gravity was interpolated from observed gravity values.
 QB0864
 QB0864;                    North         East    Units  Estimated Accuracy
 QB0864;SPC OR N     -   148,910.    2,703,320.      MT  (+/- 180 meters Scaled)
 QB0864
 QB0864                          SUPERSEDED SURVEY CONTROL
 QB0864
 QB0864  NGVD 29 (??/??/92) 1007.346  (m)         3304.93   (f) ADJ UNCH    1 2
 QB0864
 QB0864.Superseded values are not recommended for survey control.
 QB0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0864.See file dsdata.txt to determine how the superseded data were derived.
 QB0864
 QB0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK273808(NAD 83)
 QB0864_MARKER: DD = SURVEY DISK
 QB0864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0864_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0864_STAMPING: 3305 EE 304 1934
 QB0864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0864+STABILITY: SURFACE MOTION
 QB0864
 QB0864  HISTORY     - Date     Condition        Report By
 QB0864  HISTORY     - 1934     MONUMENTED       ORGS
 QB0864  HISTORY     - 1941     GOOD             NGS
 QB0864  HISTORY     - 19930701 MARK NOT FOUND   USGS
 QB0864
 QB0864                          STATION DESCRIPTION
 QB0864
 QB0864'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QB0864'3.7 MI S FROM NORTH POWDER.
 QB0864'IN BAKER COUNTY, ABOUT 3.7 MILES SOUTH ALONG THE OREGON TRAIL (U.S.
 QB0864'30) FROM NORTH POWDER, UNION COUNTY, NEAR MILEAGE 321.55, AT THE SOUTH
 QB0864'END OF A TANGENT, ABOUT 100 FEET EAST OF THE CENTER LINE OF THE
 QB0864'HIGHWAY, ABOUT 2 FEET EAST OF THE RIGHT-OF-WAY FENCE, AT THE SOUTHWEST
 QB0864'CORNER OF A LARGE FIELD, 60 FEET NORTHWEST OF BENCH MARK L 264
 QB0864'(O.S.H.D.), DESCRIBED BELOW, AND NEAR A WHITE WOODEN WITNESS POST. A
 QB0864'STATE SURVEY STANDARD DISK, STAMPED 3305 EE 304 1934 AND SET IN THE
 QB0864'TOP OF A CONCRETE POST.
 QB0864
 QB0864                          STATION RECOVERY (1993)
 QB0864
 QB0864'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993 (AJ)
 QB0864'THE AREA DESCRIBED HAS BEEN DISTURBED BY UNDERGROUND CABLE INSTALLERS,
 QB0864'TABLET WAS NOT RECOVERED
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0041 ***********************************************************************
 NY0041  DESIGNATION -  EE 72
 NY0041  PID         -  NY0041
 NY0041  STATE/COUNTY-  OR/LAKE
 NY0041  USGS QUAD   -  PAISLEY (1980)
 NY0041
 NY0041                         *CURRENT SURVEY CONTROL
 NY0041  ___________________________________________________________________
 NY0041* NAD 83(1986)-  42 39 27.     (N)    120 31 22.     (W)     SCALED    
 NY0041* NAVD 88     -      1328.333  (meters)    4358.04   (feet)  ADJUSTED  
 NY0041  ___________________________________________________________________
 NY0041  GEOID HEIGHT-         -20.66  (meters)                     GEOID03
 NY0041  DYNAMIC HT  -        1327.561 (meters)    4355.51  (feet)  COMP
 NY0041  MODELED GRAV-     979,993.9   (mgal)                       NAVD 88
 NY0041
 NY0041  VERT ORDER  -  SECOND    CLASS 0
 NY0041
 NY0041.The horizontal coordinates were scaled from a topographic map and have
 NY0041.an estimated accuracy of +/- 6 seconds.
 NY0041
 NY0041.The orthometric height was determined by differential leveling
 NY0041.and adjusted in June 1991.
 NY0041
 NY0041.The geoid height was determined by GEOID03.
 NY0041
 NY0041.The dynamic height is computed by dividing the NAVD 88
 NY0041.geopotential number by the normal gravity value computed on the
 NY0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0041.degrees latitude (g = 980.6199 gals.).
 NY0041
 NY0041.The modeled gravity was interpolated from observed gravity values.
 NY0041
 NY0041;                    North         East    Units  Estimated Accuracy
 NY0041;SPC OR S     -   110,070.    1,498,130.      MT  (+/- 180 meters Scaled)
 NY0041
 NY0041                          SUPERSEDED SURVEY CONTROL
 NY0041
 NY0041  NGVD 29 (??/??/92) 1327.152  (m)         4354.16   (f) ADJ UNCH    2 0
 NY0041
 NY0041.Superseded values are not recommended for survey control.
 NY0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0041.See file dsdata.txt to determine how the superseded data were derived.
 NY0041
 NY0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGN030257(NAD 83)
 NY0041_MARKER: DB = BENCH MARK DISK
 NY0041_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NY0041_SP_SET: BRIDGE
 NY0041_STAMPING: EE 72 1931
 NY0041_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NY0041
 NY0041  HISTORY     - Date     Condition        Report By
 NY0041  HISTORY     - 1931     MONUMENTED       CGS
 NY0041  HISTORY     - 20070730 MARK NOT FOUND   INDIV
 NY0041
 NY0041                          STATION DESCRIPTION
 NY0041
 NY0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 NY0041'3.2 MI S FROM PAISLEY.
 NY0041'ABOUT 3.2 MILES SOUTH ALONG THE FREMONT HIGHWAY (OREGON 31) FROM
 NY0041'PAISLEY, LAKE COUNTY, OPPOSITE BENCH MARK 4355 (O.S.H.D.), AT A
 NY0041'CONCRETE BRIDGE OVER AN IRRIGATION CANAL, AND IN THE NORTH END OF THE
 NY0041'WEST RAILING.  A STANDARD DISK, STAMPED EE 72 1931.
 NY0041
 NY0041                          STATION RECOVERY (2007)
 NY0041
 NY0041'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (DWM)
 NY0041'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2190 ***********************************************************************
 QE2190  DESIGNATION -  EGGE
 QE2190  PID         -  QE2190
 QE2190  STATE/COUNTY-  OR/LANE
 QE2190  USGS QUAD   -  EUGENE EAST (1986)
 QE2190
 QE2190                         *CURRENT SURVEY CONTROL
 QE2190  ___________________________________________________________________
 QE2190* NAD 83(1991)-  44 06 56.98925(N)    123 02 19.70646(W)     ADJUSTED  
 QE2190* NAVD 88     -       363.6    (meters)    1193.     (feet)  VERTCON   
 QE2190  ___________________________________________________________________
 QE2190  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 QE2190  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 QE2190  HORZ ORDER  -  SECOND
 QE2190
 QE2190.The horizontal coordinates were established by classical geodetic methods
 QE2190.and adjusted by the National Geodetic Survey in October 1991.
 QE2190
 QE2190.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE2190.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE2190
 QE2190.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2190
 QE2190.The geoid height was determined by GEOID03.
 QE2190
 QE2190;                    North         East     Units Scale Factor Converg.
 QE2190;SPC OR S     -   275,154.520 1,296,793.224   MT  1.00003150   -1 44 12.9
 QE2190;SPC OR S     -   902,737.93  4,254,570.94   iFT  1.00003150   -1 44 12.9
 QE2190;UTM  10      - 4,884,738.725   496,894.715   MT  0.99960012   -0 01 37.3
 QE2190
 QE2190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2190!SPC OR S     -   0.99994664  x   1.00003150  =   0.99997814
 QE2190!UTM  10      -   0.99994664  x   0.99960012  =   0.99954678
 QE2190
 QE2190:                Primary Azimuth Mark                     Grid Az
 QE2190:SPC OR S     -  ARMITAGE                                 076 10 22.0
 QE2190:UTM  10      -  ARMITAGE                                 074 27 46.4
 QE2190
 QE2190|---------------------------------------------------------------------|
 QE2190| PID    Reference Object                     Distance      Geod. Az  |
 QE2190|                                                           dddmmss.s |
 QE2190| QE1733 ARMITAGE                            APPROX. 3.6 KM 0742609.1 |
 QE2190| CE1457 EGGE RM 2                             5.651 METERS 10039     |
 QE2190| CE1456 EGGE RM 1                            10.735 METERS 18317     |
 QE2190|---------------------------------------------------------------------|
 QE2190
 QE2190                          SUPERSEDED SURVEY CONTROL
 QE2190
 QE2190  NAD 83(1986)-  44 06 57.00472(N)    123 02 19.73313(W) AD(       ) 2
 QE2190  NAD 27      -  44 06 57.55218(N)    123 02 15.42126(W) AD(       ) 2
 QE2190  NGVD 29 (07/19/86)  362.5    (m)         1189.     (f) VERT ANG    3  
 QE2190
 QE2190.Superseded values are not recommended for survey control.
 QE2190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2190.See file dsdata.txt to determine how the superseded data were derived.
 QE2190
 QE2190_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP9689584739(NAD 83)
 QE2190_MARKER: DD = SURVEY DISK
 QE2190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE2190_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QE2190
 QE2190  HISTORY     - Date     Condition        Report By
 QE2190  HISTORY     - 1970     MONUMENTED       OR-039
 QE2190
 QE2190                          STATION DESCRIPTION
 QE2190
 QE2190'DESCRIBED BY LANE COUNTY OREGON 1970 (FI)
 QE2190'THE STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF EUGENE, 2-1/2
 QE2190'MILES SOUTHEAST OF COBURG AND ON A LOW, PROMINENT HILL THAT HAS A
 QE2190'MICROWAVE INSTALLATION ON IT.
 QE2190'
 QE2190'TO REACH THE STATION FROM THE INTERSECTION OF COBURG ROAD AND VAN
 QE2190'DYNE ROAD IN COBURG, GO SOUTH ON COBURG ROAD FOR 1.8 MILES TO A SIDE
 QE2190'ROAD LEFT.  TURN LEFT AND GO EAST FOR ABOUT 50 FEET TO A Y-FORK.
 QE2190'TAKE THE LEFT FORK AND GO NORTH AND EAST FOR 1.3 MILES TO A
 QE2190'Y-FORK.  THIS IS JUST AFTER PASSING A GROUP OF BUILDINGS.  TAKE THE
 QE2190'RIGHT FORK AND GO SOUTHEAST AND SOUTH FOR 0.2 MILE TO A 3-WAY FORK.
 QE2190'TAKE THE RIGHT FORK AND GO WEST AND SOUTH FOR 0.6 MILE TO
 QE2190'THE TOP OF THE HILL, A MICRO-WAVE TOWER AND THE STATION.
 QE2190'
 QE2190'THE STATION MARK, STAMPED EGGE 1969, IS A LANE COUNTY DISK SET IN
 QE2190'THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS 8 INCHES IN DIAMETER
 QE2190'AND PROJECTS 1 FOOT.  IT IS 42 FEET NORTH OF THE NORTHWEST CORNER
 QE2190'OF A METAL BUILDING AND 19 FEET WEST-NORTHWEST OF THE NORTHWEST
 QE2190'CORNER OF THE FENCE AROUND THE MICRO-WAVE TOWER.
 QE2190'
 QE2190'REFERENCE MARK NO. 1, STAMPED EGGE RM 1 1969, IS A LANE COUNTY DISK
 QE2190'CEMENTED IN A DRILL HOLE IN A CONCRETE GUY-WIRE ANCHOR.  IT IS 37
 QE2190'FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE FENCE AROUND THE
 QE2190'MICRO-WAVE TOWER AND 8 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER
 QE2190'OF THE METAL BUILDING.
 QE2190'
 QE2190'REFERENCE MARK NO. 2, STAMPED EGGE RM 2 1969, IS A LANE COUNTY DISK
 QE2190'CEMENTED IN A DRILL HOLE IN THE NORTHWEST CORNER OF THE CONCRETE
 QE2190'FOOTING FOR THE FENCE AROUND THE MICRO-WAVE TOWER.  IT IS 42 FEET
 QE2190'NORTHWEST CORNER OF THE METAL BUILDING.
 QE2190'
 QE2190'AN AZIMUTH MARK WAS NOT ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1203 ***********************************************************************
 NZ1203  DESIGNATION -  EGGS
 NZ1203  PID         -  NZ1203
 NZ1203  STATE/COUNTY-  OR/JOSEPHINE
 NZ1203  USGS QUAD   -  GOLDEN (1996)
 NZ1203
 NZ1203                         *CURRENT SURVEY CONTROL
 NZ1203  ___________________________________________________________________
 NZ1203* NAD 83(1991)-  42 43 04.31770(N)    123 22 19.76817(W)     ADJUSTED  
 NZ1203* NAVD 88     -       486.3    (meters)    1595.     (feet)  VERTCON   
 NZ1203  ___________________________________________________________________
 NZ1203  LAPLACE CORR-           4.82  (seconds)                    DEFLEC99
 NZ1203  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 NZ1203  HORZ ORDER  -  SECOND
 NZ1203
 NZ1203.The horizontal coordinates were established by classical geodetic methods
 NZ1203.and adjusted by the National Geodetic Survey in October 1991.
 NZ1203
 NZ1203.The NAVD 88 height was computed by applying the VERTCON shift value to
 NZ1203.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NZ1203
 NZ1203.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ1203
 NZ1203.The geoid height was determined by GEOID03.
 NZ1203
 NZ1203;                    North         East     Units Scale Factor Converg.
 NZ1203;SPC OR S     -   120,803.786 1,264,796.461   MT  0.99992536   -1 57 53.9
 NZ1203;SPC OR S     -   396,337.88  4,149,594.69   iFT  0.99992536   -1 57 53.9
 NZ1203;UTM  10      - 4,729,552.210   469,527.593   MT  0.99961142   -0 15 08.9
 NZ1203
 NZ1203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NZ1203!SPC OR S     -   0.99992746  x   0.99992536  =   0.99985283
 NZ1203!UTM  10      -   0.99992746  x   0.99961142  =   0.99953891
 NZ1203
 NZ1203:                Primary Azimuth Mark                     Grid Az
 NZ1203:SPC OR S     -  SLOPE                                    006 54 45.7
 NZ1203:UTM  10      -  SLOPE                                    005 12 00.7
 NZ1203
 NZ1203|---------------------------------------------------------------------|
 NZ1203| PID    Reference Object                     Distance      Geod. Az  |
 NZ1203|                                                           dddmmss.s |
 NZ1203| NZ1196 SLOPE                               403.861 METERS 0045651.8 |
 NZ1203| NZ1200 TAP                                 APPROX. 0.5 KM 1342542.3 |
 NZ1203|---------------------------------------------------------------------|
 NZ1203
 NZ1203                          SUPERSEDED SURVEY CONTROL
 NZ1203
 NZ1203  NAD 83(1986)-  42 43 04.29907(N)    123 22 19.78868(W) AD(       ) 2
 NZ1203  NAD 27      -  42 43 04.87550(N)    123 22 15.54970(W) AD(       ) 2
 NZ1203  NGVD 29 (07/19/86)  485.3    (m)         1592.     (f) VERT ANG    3  
 NZ1203
 NZ1203.Superseded values are not recommended for survey control.
 NZ1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1203.See file dsdata.txt to determine how the superseded data were derived.
 NZ1203
 NZ1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN6952829552(NAD 83)
 NZ1203_MARKER: Z = SEE DESCRIPTION
 NZ1203_SETTING: 0 = UNSPECIFIED SETTING
 NZ1203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ1203
 NZ1203  HISTORY     - Date     Condition        Report By
 NZ1203  HISTORY     - 1963     MONUMENTED       ORDT
 NZ1203
 NZ1203                          STATION DESCRIPTION
 NZ1203
 NZ1203'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1963 (FN)
 NZ1203'THE STATION IS 2-1/2 MILES NORTHEAST OF WOLF CREEK ON THE WEST
 NZ1203'RIGHT-OF-WAY OF U.S. HIGHWAY 99.
 NZ1203'
 NZ1203'TO REACH THE STATION FROM THE POST OFFICE IN WOLF CREEK GO
 NZ1203'SOUTHEAST FOR 0.05 MILE TO U.S. HIGHWAY 99, TURN LEFT AND GO
 NZ1203'NORTHEAST ON U.S. HIGHWAY 99 FOR 2.4 MILES TO THE STATION ON THE
 NZ1203'LEFT.
 NZ1203'
 NZ1203'THE STATION MARK, STAMPED EGGS USC AND GS 1962, IS AN OREGON
 NZ1203'STATE HIGHWAY DEPT. STATION MARK DISC BRAZED TO THE TOP OF A
 NZ1203'2 1/2-INCH IRON PIPE THAT PROJECTS 5 INCHES AND IS SET IN A
 NZ1203'CONCRETE BASE.  IT IS 70 FEET EAST OF THE NORTHEAST CORNER OF A
 NZ1203'HOUSE, 64 FEET WEST OF THE CENTER OF THE HIGHWAY, 27 FEET
 NZ1203'NORTHWEST OF THE CENTER OF A DRIVEWAY AND 2.5 FEET SOUTH OF A
 NZ1203'WOODEN WITNESS POST.
 NZ1203'
 NZ1203'THE STATION WAS MARKED IN 1962 AND OCCUPIED IN 1963.
 NZ1203'
 NZ1203'THERE WERE NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0043 ***********************************************************************
 PA0043  DESIGNATION -  EH 326
 PA0043  PID         -  PA0043
 PA0043  STATE/COUNTY-  OR/HARNEY
 PA0043  USGS QUAD   -  DRINKWATER PASS (1990)
 PA0043
 PA0043                         *CURRENT SURVEY CONTROL
 PA0043  ___________________________________________________________________
 PA0043* NAD 83(1986)-  43 47 10.     (N)    118 17 19.     (W)     SCALED    
 PA0043* NAVD 88     -      1234.689  (meters)    4050.81   (feet)  ADJUSTED  
 PA0043  ___________________________________________________________________
 PA0043  GEOID HEIGHT-         -18.32  (meters)                     GEOID03
 PA0043  DYNAMIC HT  -        1234.134 (meters)    4048.99  (feet)  COMP
 PA0043  MODELED GRAV-     980,126.9   (mgal)                       NAVD 88
 PA0043
 PA0043  VERT ORDER  -  FIRST     CLASS II
 PA0043
 PA0043.The horizontal coordinates were scaled from a topographic map and have
 PA0043.an estimated accuracy of +/- 6 seconds.
 PA0043
 PA0043.The orthometric height was determined by differential leveling
 PA0043.and adjusted in June 1991.
 PA0043
 PA0043.The geoid height was determined by GEOID03.
 PA0043
 PA0043.The dynamic height is computed by dividing the NAVD 88
 PA0043.geopotential number by the normal gravity value computed on the
 PA0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0043.degrees latitude (g = 980.6199 gals.).
 PA0043
 PA0043.The modeled gravity was interpolated from observed gravity values.
 PA0043
 PA0043;                    North         East    Units  Estimated Accuracy
 PA0043;SPC OR S     -   237,790.    1,677,970.      MT  (+/- 180 meters Scaled)
 PA0043
 PA0043                          SUPERSEDED SURVEY CONTROL
 PA0043
 PA0043  NGVD 29 (??/??/92) 1233.553  (m)         4047.08   (f) ADJ UNCH    1 2
 PA0043
 PA0043.Superseded values are not recommended for survey control.
 PA0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0043.See file dsdata.txt to determine how the superseded data were derived.
 PA0043
 PA0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ963489(NAD 83)
 PA0043_MARKER: DD = SURVEY DISK
 PA0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PA0043_STAMPING: EH 326 1934 PC
 PA0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0043+STABILITY: SURFACE MOTION
 PA0043
 PA0043  HISTORY     - Date     Condition        Report By
 PA0043  HISTORY     - 1934     MONUMENTED       ORDT
 PA0043  HISTORY     - 1943     GOOD             NGS
 PA0043  HISTORY     - 1967     GOOD             NGS
 PA0043
 PA0043                          STATION DESCRIPTION
 PA0043
 PA0043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PA0043'12.85 MI W FROM JUNTURA.
 PA0043'ABOUT 12.85 MILES WEST ALONG U.S. HIGHWAY 20 FROM THE STATION AT
 PA0043'JUNTURA, MALHEUR COUNTY, AT HIGHWAY MILAGE 177.05, 62 FEET NORTH OF
 PA0043'THE CENTER OF THE HIGHWAY, 15 FEET HIGHER THAN THE HIGHWAY, 2.6 FEET
 PA0043'SOUTH OF A REFERENCE POST.
 PA0043
 PA0043                          STATION RECOVERY (1967)
 PA0043
 PA0043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 PA0043'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB1255 ***********************************************************************
 RB1255  DESIGNATION -  EIGHT
 RB1255  PID         -  RB1255
 RB1255  STATE/COUNTY-  OR/MORROW
 RB1255  USGS QUAD   -  IONE SOUTH (1968)
 RB1255
 RB1255                         *CURRENT SURVEY CONTROL
 RB1255  ___________________________________________________________________
 RB1255* NAD 83(1991)-  45 23 45.71600(N)    119 52 04.81279(W)     ADJUSTED  
 RB1255* NAVD 88     -       633.5    (meters)    2078.     (feet)  VERTCON   
 RB1255  ___________________________________________________________________
 RB1255  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 RB1255  GEOID HEIGHT-         -20.94  (meters)                     GEOID03
 RB1255  HORZ ORDER  -  THIRD
 RB1255
 RB1255.The horizontal coordinates were established by classical geodetic methods
 RB1255.and adjusted by the National Geodetic Survey in October 1991.
 RB1255
 RB1255.The NAVD 88 height was computed by applying the VERTCON shift value to
 RB1255.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RB1255
 RB1255.The Laplace correction was computed from DEFLEC99 derived deflections.
 RB1255
 RB1255.The geoid height was determined by GEOID03.
 RB1255
 RB1255;                    North         East     Units Scale Factor Converg.
 RB1255;SPC OR N     -   192,363.909 2,549,481.113   MT  0.99990244   +0 26 53.5
 RB1255;SPC OR N     -   631,115.19  8,364,439.35   iFT  0.99990244   +0 26 53.5
 RB1255;UTM  11      - 5,030,947.840   275,521.226   MT  1.00021960   -2 02 34.1
 RB1255
 RB1255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RB1255!SPC OR N     -   0.99990397  x   0.99990244  =   0.99980642
 RB1255!UTM  11      -   0.99990397  x   1.00021960  =   1.00012355
 RB1255
 RB1255|---------------------------------------------------------------------|
 RB1255| PID    Reference Object                     Distance      Geod. Az  |
 RB1255|                                                           dddmmss.s |
 RB1255| RB1273 EIGHT RM 2                           16.267 METERS 03628     |
 RB1255| RB1272 EIGHT RM 1                           15.472 METERS 21244     |
 RB1255|---------------------------------------------------------------------|
 RB1255
 RB1255                          SUPERSEDED SURVEY CONTROL
 RB1255
 RB1255  NAD 83(1986)-  45 23 45.72472(N)    119 52 04.80517(W) AD(       ) 3
 RB1255  NGVD 29 (12/08/88)  632.5    (m)         2075.     (f) VERT ANG    3  
 RB1255
 RB1255.Superseded values are not recommended for survey control.
 RB1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1255.See file dsdata.txt to determine how the superseded data were derived.
 RB1255
 RB1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKL7552130948(NAD 83)
 RB1255_MARKER: DS = TRIANGULATION STATION DISK
 RB1255_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 RB1255_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RB1255
 RB1255  HISTORY     - Date     Condition        Report By
 RB1255  HISTORY     - 1966     MONUMENTED       USGS
 RB1255
 RB1255                          STATION DESCRIPTION
 RB1255
 RB1255'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 RB1255'LOCATED ABOUT 8 MI SSW. OF IONE, 1.8 MI NNE. OF EIGHTMILE CANYON.
 RB1255'1005 FT. NNE. OF BM 13 RBR.  ALONG THE IONE-CONDON RD. AT SUMMIT
 RB1255'OF HILL.  27 FT. ESE. OF CENTERLINE RD., 2.5 FT. W. OF FENCE.
 RB1255'
 RB1255'TO REACH FROM IONE HIGH SCHOOL, GO 3.7 MI SW. ON CONDON RD. TO RD
 RB1255'FORK.  TAKE LEFT FORK ALONG MAIN RD. 4.7 MI TO STATION ON LEFT.
 RB1255'
 RB1255'STATION MARK--STANDARD TABLET STAMPED---EIGHT 1966---, SET IN
 RB1255'CONCRETE POST PROJECTING 0.1 FT. ABOVE GROUND.
 RB1255'
 RB1255'RM 1--STANDARD RM TABLET STAMPED---NO 1 1966---, SET IN CONCRETE
 RB1255'POST PROJECTING 0.2 FT., 1 FT. W. OF FENCE.
 RB1255'
 RB1255'RM 2--STANDARD RM TABLET STAMPED---NO 2 1966---, SET IN CONCRETE
 RB1255'POST PROJECTING 0.2 FT., 1 FT. W. OF FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2028 ***********************************************************************
 QE2028  DESIGNATION -  ELB
 QE2028  PID         -  QE2028
 QE2028  STATE/COUNTY-  OR/LINN
 QE2028  USGS QUAD   -  TANGENT (1986)
 QE2028
 QE2028                         *CURRENT SURVEY CONTROL
 QE2028  ___________________________________________________________________
 QE2028* NAD 83(1991)-  44 33 32.96985(N)    123 06 30.24642(W)     ADJUSTED  
 QE2028* NAVD 88     -        74.78   (+/-2cm)     245.3    (feet)  VERTCON   
 QE2028  ___________________________________________________________________
 QE2028  LAPLACE CORR-          -5.03  (seconds)                    DEFLEC99
 QE2028  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 QE2028  HORZ ORDER  -  SECOND
 QE2028  VERT ORDER  -  THIRD ? (See Below)
 QE2028
 QE2028.The horizontal coordinates were established by classical geodetic methods
 QE2028.and adjusted by the National Geodetic Survey in October 1991.
 QE2028
 QE2028.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE2028.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE2028.The vertical order pertains to the NGVD 29 superseded value.
 QE2028
 QE2028.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2028
 QE2028.The geoid height was determined by GEOID03.
 QE2028
 QE2028;                    North         East     Units Scale Factor Converg.
 QE2028;SPC OR N     -   102,520.844 2,292,811.022   MT  0.99995078   -1 50 59.4
 QE2028;SPC OR N     -   336,354.48  7,522,345.87   iFT  0.99995078   -1 50 59.4
 QE2028;UTM  10      - 4,933,986.086   491,391.021   MT  0.99960091   -0 04 33.8
 QE2028
 QE2028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2028!SPC OR N     -   0.99999189  x   0.99995078  =   0.99994267
 QE2028!UTM  10      -   0.99999189  x   0.99960091  =   0.99959280
 QE2028
 QE2028:                Primary Azimuth Mark                     Grid Az
 QE2028:SPC OR N     -  WARD BUTTE AIRWAY BEACON                 147 45 51.8
 QE2028:UTM  10      -  WARD BUTTE AIRWAY BEACON                 145 59 26.2
 QE2028
 QE2028|---------------------------------------------------------------------|
 QE2028| PID    Reference Object                     Distance      Geod. Az  |
 QE2028|                                                           dddmmss.s |
 QE2028| QE2126 WARD BUTTE AIRWAY BEACON            APPROX.12.1 KM 1455452.4 |
 QE2028| CE1458 ELB AZ MK                                          1913427.4 |
 QE2028| CE1459 ELB RM 1                             17.507 METERS 19240     |
 QE2028| CE1460 ELB RM 2                             11.140 METERS 27213     |
 QE2028|---------------------------------------------------------------------|
 QE2028
 QE2028                          SUPERSEDED SURVEY CONTROL
 QE2028
 QE2028  NAD 83(1986)-  44 33 32.99263(N)    123 06 30.26973(W) AD(       ) 2
 QE2028  NAD 27      -  44 33 33.55236(N)    123 06 25.93080(W) AD(       ) 2
 QE2028  NGVD 29 (07/19/86)   73.76   (m)          242.0    (f) LEVELING    3  
 QE2028
 QE2028.Superseded values are not recommended for survey control.
 QE2028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2028.See file dsdata.txt to determine how the superseded data were derived.
 QE2028
 QE2028_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ9139133986(NAD 83)
 QE2028_MARKER: Z = SEE DESCRIPTION
 QE2028_SETTING: 0 = UNSPECIFIED SETTING
 QE2028
 QE2028  HISTORY     - Date     Condition        Report By
 QE2028  HISTORY     - 1940     MONUMENTED       USE
 QE2028  HISTORY     - 1969     SEE DESCRIPTION  CGS
 QE2028
 QE2028                          STATION DESCRIPTION
 QE2028
 QE2028'DESCRIBED BY US ENGINEERS 1940 (ANS)
 QE2028'STATION IS ABOUT 1.2 MILES NORTH OF TANGENT, ABOUT 100 YARDS
 QE2028'EAST OF U.S. HIGHWAY 99E AND 9 YARDS WEST OF THE SOUTHERN PACIFIC
 QE2028'COMPANY RAILROAD TRACKS.  IT IS 10 YARDS NORTH OF THE CENTERLINE
 QE2028'OF AN EAST-WEST GRAVEL ROAD ON THE RAILROAD RIGHT-OF-WAY.  IT IS A
 QE2028'STANDARD U.S. ARMY ENGINEERS DISK SET IN A 14-INCH BLOCK OF
 QE2028'CONCRETE WHICH PROJECTS 12 INCHES.  THE DISK IS STAMPED ELB SOT
 QE2028'1936.  THERE IS A WHITE REFERENCE POST 5 FEET SOUTH OF THE MARK.
 QE2028'
 QE2028'REFERENCE MARK NO.1 IS AT ABOUT THE SAME ELEVATION AS THE STATION,
 QE2028'ON THE ROAD RIGHT-OF-WAY, 1 FOOT NORTH OF THE SOUTH FENCE LINE,
 QE2028'PROJECTS 6 INCHES, AND IS STAMPED ELB NO 1 1940.  NOTE 11A.
 QE2028'
 QE2028'REFERENCE MARK NO.2 IS AT ABOUT THE SAME ELEVATION AS THE STATION,
 QE2028'ON THE ROAD RIGHT-OF-WAY, 1 FOOT SOUTH OF THE NORTH FENCE LINE,
 QE2028'PROJECTS 6 INCHES, AND IS STAMPED ELB NO 2 1940.  NOTE 11A.
 QE2028'
 QE2028'TO REACH THE STATION FROM TANGENT, START FROM THE DIXIE TAVERN,
 QE2028'GO NORTH ON U.S. HIGHWAY 99E FOR 0.7 MILE TO THE AZIMUTH MARK ON
 QE2028'THE RIGHT (EAST) SIDE OF THE ROAD, CONTINUE NORTH ON U.S. HIGHWAY
 QE2028'99E FOR 0.5 MILE TO A GRAVEL ROAD LEADING RIGHT (EAST), TURN
 QE2028'RIGHT AND GO 100 YARDS TO THE RAILROAD TRACKS AND THE STATION.
 QE2028'
 QE2028'THE AZIMUTH MARK IS 0.5 MILE SOUTH-SOUTHWEST OF THE STATION, 13
 QE2028'YARDS EAST OF THE CENTERLINE OF U.S. HIGHWAY 99E, ON THE HIGHWAY
 QE2028'RIGHT-OF-WAY, 1 FOOT WEST OF THE EAST RIGHT-OF-WAY FENCE, 5 YARDS
 QE2028'NORTH OF A FENCE CORNER, PROJECTS 8 INCHES, AND IS STAMPED ELB
 QE2028'1940.  THERE IS A WHITE REFERENCE POST 6 FEET SOUTH OF THE
 QE2028'MARK.  NOTE 11A.
 QE2028
 QE2028                          STATION RECOVERY (1969)
 QE2028
 QE2028'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 QE2028'THE STATION MARK AND BOTH REFERENCE MARKS HAVE BEEN DESTROYED.  THE
 QE2028'AZIMUTH MARK WAS SEARCHED FOR BUT NOT RECOVERED.  THERE WAS NO
 QE2028'UNDERGROUND MARK ESTABLISHED FOR THIS STATION.
 QE2028'
 QE2028'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QE2028'1 MILE NORTH OF TANGENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA1199 ***********************************************************************
 RA1199  DESIGNATION -  ELBOW
 RA1199  PID         -  RA1199
 RA1199  STATE/COUNTY-  OR/WALLOWA
 RA1199  USGS QUAD   -  ELBOW CREEK (1995)
 RA1199
 RA1199                         *CURRENT SURVEY CONTROL
 RA1199  ___________________________________________________________________
 RA1199* NAD 83(1991)-  45 52 42.61023(N)    117 38 35.38132(W)     ADJUSTED  
 RA1199* NAVD 88     -       948.7    (meters)    3113.     (feet)  VERTCON   
 RA1199  ___________________________________________________________________
 RA1199  LAPLACE CORR-           3.53  (seconds)                    DEFLEC99
 RA1199  GEOID HEIGHT-         -17.79  (meters)                     GEOID03
 RA1199  HORZ ORDER  -  SECOND
 RA1199
 RA1199.The horizontal coordinates were established by classical geodetic methods
 RA1199.and adjusted by the National Geodetic Survey in October 1991.
 RA1199
 RA1199.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1199.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1199
 RA1199.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1199
 RA1199.The geoid height was determined by GEOID03.
 RA1199
 RA1199;                    North         East     Units Scale Factor Converg.
 RA1199;SPC OR N     -   249,711.216 2,721,731.443   MT  0.99997138   +2 01 33.7
 RA1199;SPC OR N     -   819,262.52  8,929,565.10   iFT  0.99997138   +2 01 33.7
 RA1199;UTM  11      - 5,080,749.568   450,089.659   MT  0.99963062   -0 27 42.2
 RA1199
 RA1199!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1199!SPC OR N     -   0.99985408  x   0.99997138  =   0.99982546
 RA1199!UTM  11      -   0.99985408  x   0.99963062  =   0.99948475
 RA1199
 RA1199|---------------------------------------------------------------------|
 RA1199| PID    Reference Object                     Distance      Geod. Az  |
 RA1199|                                                           dddmmss.s |
 RA1199| CF5222 ELBOW RM 1                           10.583 METERS 04953     |
 RA1199| CF5223 ELBOW RM 2                            3.892 METERS 13348     |
 RA1199| CF5221 ELBOW AZ MK                                        1561311.8 |
 RA1199|---------------------------------------------------------------------|
 RA1199
 RA1199                          SUPERSEDED SURVEY CONTROL
 RA1199
 RA1199  NAD 83(1986)-  45 52 42.61642(N)    117 38 35.37282(W) AD(       ) 2
 RA1199  NAD 27      -  45 52 43.11008(N)    117 38 31.68266(W) AD(       ) 2
 RA1199  NGVD 29 (07/19/86)  947.6    (m)         3109.     (f) VERT ANG    3  
 RA1199
 RA1199.Superseded values are not recommended for survey control.
 RA1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1199.See file dsdata.txt to determine how the superseded data were derived.
 RA1199
 RA1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML5009080750(NAD 83)
 RA1199_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RA1199_SETTING: 80 = SET IN A BOULDER
 RA1199_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 RA1199
 RA1199  HISTORY     - Date     Condition        Report By
 RA1199  HISTORY     - 1946     MONUMENTED       CGS
 RA1199
 RA1199                          STATION DESCRIPTION
 RA1199
 RA1199'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JTJ)
 RA1199'THE STATION IS LOCATED ABOUT 12 MILES AIRLINE SOUTHWEST FROM
 RA1199'TROY, ABOUT 4 MILES SOUTH, SOUTHWEST FROM HOODOO LOOKOUT, ABOUT
 RA1199'1/2 MILE NORTH FROM GRANDE RHONDE RIVER, JUST BELOW THE TIMBERLINE,
 RA1199'AND ABOVE WHERE RIDGE BREAKS OFF SHARP TO THE RIVER.
 RA1199'
 RA1199'TO REACH FROM THE WENAHA RIVER BRIDGE IN TROY, CROSS OVER
 RA1199'BRIDGE AND GO 0.3 MILE TO A FORKS, TAKE RIGHT FORK UP GRADE FOR
 RA1199'3.7 MILES TO A T-INTERSECTION, TURN RIGHT AS PER SIGN PALMER
 RA1199'JCT. AND GO 8.2 MILES TO A TRACK ROAD SHARP LEFT AND SIGN ON
 RA1199'TREE BEECHER RANCH TURN SHARP LEFT ON TRACK ROAD AND GO 3.1
 RA1199'MILES TO A TRACK ROAD RIGHT WITH A TRIANGULAR BLAZED TREE ON THE
 RA1199'RIGHT AND A SLASH BLAZED TREE ON THE LEFT, TURN RIGHT, BETWEEN
 RA1199'THE BLAZES, AND FOLLOW TRACK ROAD FOR 1.2 MILES TO LARGE TREE
 RA1199'FALLEN ACROSS THE ROAD, TURN OUT AROUND THE TREE AND FOLLOW
 RA1199'THE BLAZES FOR 0.7 MILE TO POINT WHERE RIDGE DROPS OFF SHARP
 RA1199'TO THE SOUTH.  FROM THIS POINT PACK DOWN GRADE ALONG
 RA1199'BLAZED TRAIL TO TIMBERLINE THEN FOLLOW A PACK HORSE TRAIL TO
 RA1199'THE WEST FOR ABOUT 1 MILE, PASSING THE AZIMUTH MARK AS
 RA1199'DESCRIBED LATER, TO STATION AS DESCRIBED.
 RA1199'
 RA1199'THE STATION IS A STANDARD BRONZE DISK STAMPED ELBOW 1946 AND SET
 RA1199'IN A DRILL HOLE IN A BOULDER THAT PROJECTS 2 INCHES ABOVE
 RA1199'GROUND.  IT IS 90 FEET DOWN THE RIDGE FROM THE TIMBERLINE, 60 FEET
 RA1199'WEST FROM THE PACK TRAIL, 120 FEET NORTH OF WHERE THE RIDGE DROPS
 RA1199'OFF SHARP TO THE SOUTH.
 RA1199'
 RA1199'REFERENCE MARK NO 1 IS STAMPED ELBOW NO 1 1946 AND SET IN A
 RA1199'DRILL HOLE IN A BOULDER PROJECTING 4 INCHES ABOVE GROUND, AND
 RA1199'IS 2 FEET HIGHER THAN THE STATION.
 RA1199'
 RA1199'REFERENCE MARK NO. 2 IS STAMPED ELBOW NO 2 1946 AND SET IN A
 RA1199'DRILL HOLE IN A BOULDER PROJECTING 2 INCHES ABOVE GROUND, IT IS
 RA1199'48 FEET WEST FROM THE PACK TRAIL, 1-1/2 FEET BELOW THE STATION.
 RA1199'
 RA1199'AZIMUTH MARK IS LOCATED ALONG THE TRAIL ABOUT 0.3 MILE BEFORE
 RA1199'REACHING THE STATION AT POINT WHERE AN 8 INCH PINE TREE HAS A
 RA1199'2 FOOT SLASH BLAZE, FROM THE BLAZED TREE GO SOUTH 60 FEET DOWN
 RA1199'THE RIDGE TO MARK SET IN A DRILL HOLE IN 3 FOOT BY 3 FOOT
 RA1199'BOULDER, AND PROJECTING 1 FOOT ABOVE GROUND ON THE UP HILL
 RA1199'SIDE.  DISK IS STAMPED ELBOW 1946.
 RA1199'
 RA1199'PICTURE POINT IS, TRIANGULAR BLAZED PINE TREE, LOCATED EAST OF
 RA1199'STATION ON THE EDGE OF THE TIMBER LINE, 70 FEET NORTH OF PACK
 RA1199'TRAIL, ON THE NORTHERN SLOPE OF RIDGE.  7.02 M. HIGHER THAN
 RA1199'STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1522 ***********************************************************************
 RD1522  DESIGNATION -  ELBY
 RD1522  PID         -  RD1522
 RD1522  STATE/COUNTY-  OR/MARION
 RD1522  USGS QUAD   -  WOODBURN (1985)
 RD1522
 RD1522                         *CURRENT SURVEY CONTROL
 RD1522  ___________________________________________________________________
 RD1522* NAD 83(1986)-  45 10 17.     (N)    122 48 48.     (W)     SCALED    
 RD1522* NAVD 88     -        55.733  (meters)     182.85   (feet)  ADJUSTED  
 RD1522  ___________________________________________________________________
 RD1522  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 RD1522  DYNAMIC HT  -          55.731 (meters)     182.84  (feet)  COMP
 RD1522  MODELED GRAV-     980,577.6   (mgal)                       NAVD 88
 RD1522
 RD1522  VERT ORDER  -  FIRST     CLASS II
 RD1522
 RD1522.The horizontal coordinates were scaled from a topographic map and have
 RD1522.an estimated accuracy of +/- 6 seconds.
 RD1522
 RD1522.The orthometric height was determined by differential leveling
 RD1522.and adjusted in June 1991.
 RD1522
 RD1522.The geoid height was determined by GEOID03.
 RD1522
 RD1522.The dynamic height is computed by dividing the NAVD 88
 RD1522.geopotential number by the normal gravity value computed on the
 RD1522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1522.degrees latitude (g = 980.6199 gals.).
 RD1522
 RD1522.The modeled gravity was interpolated from observed gravity values.
 RD1522
 RD1522;                    North         East    Units  Estimated Accuracy
 RD1522;SPC OR N     -   169,810.    2,318,190.      MT  (+/- 180 meters Scaled)
 RD1522
 RD1522                          SUPERSEDED SURVEY CONTROL
 RD1522
 RD1522.No superseded survey control is available for this station.
 RD1522
 RD1522_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER146020(NAD 83)
 RD1522_MARKER: DB = BENCH MARK DISK
 RD1522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD1522_SP_SET: CONCRETE POST
 RD1522_STAMPING: ELBY SOT 1935
 RD1522_MARK LOGO: USE   
 RD1522_PROJECTION: PROJECTING 15 CENTIMETERS
 RD1522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD1522+STABILITY: SURFACE MOTION
 RD1522
 RD1522  HISTORY     - Date     Condition        Report By
 RD1522  HISTORY     - 1935     MONUMENTED       USE
 RD1522  HISTORY     - 1987     GOOD             NGS
 RD1522  HISTORY     - 20070317 MARK NOT FOUND   USPSQD
 RD1522
 RD1522                          STATION DESCRIPTION
 RD1522
 RD1522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 RD1522'3.8 KM (2.35 MI) NE FROM WOODBURN.
 RD1522'3.8 KM (2.35 MI) NORTHEASTERLY ALONG STATE HIGHWAY 99E FROM ITS
 RD1522'JUNCTION WITH LINCOLN STREET IN WOODBURN, 11.4 M (37.4 FT) SOUTHEAST
 RD1522'OF THE CENTERLINE OF THE HIGHWAY, 5.8 M (19.0 FT) NORTHEAST OF THE
 RD1522'CENTER OF A DRIVEWAY, AND 0.4 M (1.3 FT) WEST OF A UTILITY POLE.
 RD1522'THE MARK IS 0.4 METERS  NW FROM  A WITNESS POST
 RD1522'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 RD1522
 RD1522                          STATION RECOVERY (2007)
 RD1522
 RD1522'RECOVERY NOTE BY US POWER SQUADRON 2007 (RR)
 RD1522'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0807 ***********************************************************************
 PC0807  DESIGNATION -  ELEPHANT MOUNTAIN
 PC0807  PID         -  PC0807
 PC0807  STATE/COUNTY-  OR/DOUGLAS
 PC0807  USGS QUAD   -  LEMOLO LAKE (1986)
 PC0807
 PC0807                         *CURRENT SURVEY CONTROL
 PC0807  ___________________________________________________________________
 PC0807* NAD 83(1991)-  43 16 52.16114(N)    122 13 39.63494(W)     ADJUSTED  
 PC0807* NAVD 88     -      1789.     (meters)    5869.     (feet)  SCALED    
 PC0807  ___________________________________________________________________
 PC0807  LAPLACE CORR-           7.23  (seconds)                    DEFLEC99
 PC0807  GEOID HEIGHT-         -21.96  (meters)                     GEOID03
 PC0807  HORZ ORDER  -  THIRD
 PC0807
 PC0807.The horizontal coordinates were established by classical geodetic methods
 PC0807.and adjusted by the National Geodetic Survey in October 1991.
 PC0807
 PC0807.The orthometric height was scaled from a topographic map.
 PC0807
 PC0807.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC0807
 PC0807.The geoid height was determined by GEOID03.
 PC0807
 PC0807;                    North         East     Units Scale Factor Converg.
 PC0807;SPC OR S     -   180,787.791 1,359,792.082   MT  0.99989653   -1 10 55.1
 PC0807;SPC OR S     -   593,135.80  4,461,260.11   iFT  0.99989653   -1 10 55.1
 PC0807;UTM  10      - 4,792,327.002   562,663.157   MT  0.99964830   +0 31 46.2
 PC0807
 PC0807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC0807!SPC OR S     -   0.99972293  x   0.99989653  =   0.99961949
 PC0807!UTM  10      -   0.99972293  x   0.99964830  =   0.99937133
 PC0807
 PC0807                          SUPERSEDED SURVEY CONTROL
 PC0807
 PC0807  NAD 83(1986)-  43 16 52.16392(N)    122 13 39.64977(W) AD(       ) 3
 PC0807  NAD 27      -  43 16 52.74500(N)    122 13 35.48300(W) AD(       ) 3
 PC0807
 PC0807.Superseded values are not recommended for survey control.
 PC0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0807.See file dsdata.txt to determine how the superseded data were derived.
 PC0807
 PC0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN6266392327(NAD 83)
 PC0807
 PC0807  HISTORY     - Date     Condition        Report By
 PC0807  HISTORY     - 1935     MONUMENTED       USFS
 PC0807
 PC0807                          STATION DESCRIPTION
 PC0807
 PC0807'DESCRIBED BY US FOREST SERVICE 1935
 PC0807'SEE STATION ELEPHANT MOUNTAIN LOT USFS
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC2066 ***********************************************************************
 SC2066  DESIGNATION -  ELEVATOR 1935
 SC2066  PID         -  SC2066
 SC2066  STATE/COUNTY-  OR/CLATSOP
 SC2066  USGS QUAD   -  ASTORIA (1984)
 SC2066
 SC2066                         *CURRENT SURVEY CONTROL
 SC2066  ___________________________________________________________________
 SC2066* NAD 83(1991)-  46 11 21.91646(N)    123 51 29.71935(W)     ADJUSTED  
 SC2066* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 SC2066  ___________________________________________________________________
 SC2066  LAPLACE CORR-          12.98  (seconds)                    DEFLEC99
 SC2066  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 SC2066  HORZ ORDER  -  SECOND
 SC2066
 SC2066.The horizontal coordinates were established by classical geodetic methods
 SC2066.and adjusted by the National Geodetic Survey in October 1991.
 SC2066
 SC2066.The orthometric height was scaled from a topographic map.
 SC2066
 SC2066.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2066
 SC2066.The geoid height was determined by GEOID03.
 SC2066
 SC2066;                    North         East     Units Scale Factor Converg.
 SC2066;SPC OR N     -   285,737.758 2,240,808.326   MT  1.00005371   -2 22 53.9
 SC2066;SPC OR N     -   937,459.84  7,351,733.35   iFT  1.00005371   -2 22 53.9
 SC2066;SPC WA S     -   100,671.588   240,841.902   MT  0.99993831   -2 26 21.9
 SC2066;SPC WA S     -   330,286.70    790,162.14   sFT  0.99993831   -2 26 21.9
 SC2066;UTM  10      - 5,115,451.811   433,770.541   MT  0.99965392   -0 37 09.7
 SC2066
 SC2066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2066!SPC OR N     -   1.00000302  x   1.00005371  =   1.00005673
 SC2066!SPC WA S     -   1.00000302  x   0.99993831  =   0.99994133
 SC2066!UTM  10      -   1.00000302  x   0.99965392  =   0.99965694
 SC2066
 SC2066:                Primary Azimuth Mark                     Grid Az
 SC2066:SPC OR N     -  TONGUE POINT CROSSING LT 1937            069 30 47.7
 SC2066:SPC WA S     -  TONGUE POINT CROSSING LT 1937            069 34 15.7
 SC2066:UTM  10      -  TONGUE POINT CROSSING LT 1937            067 45 03.5
 SC2066
 SC2066|---------------------------------------------------------------------|
 SC2066| PID    Reference Object                     Distance      Geod. Az  |
 SC2066|                                                           dddmmss.s |
 SC2066| SC2117 TONGUE POINT CROSSING LT 1937       APPROX. 8.6 KM 0670753.8 |
 SC2066| SC0999 POINT ELLICE                        APPROX. 5.9 KM 3491717.2 |
 SC2066|---------------------------------------------------------------------|
 SC2066
 SC2066                          SUPERSEDED SURVEY CONTROL
 SC2066
 SC2066  NAD 83(1986)-  46 11 21.92784(N)    123 51 29.70295(W) AD(       ) 2
 SC2066  NAD 27      -  46 11 22.55108(N)    123 51 25.18625(W) AD(       ) 2
 SC2066
 SC2066.Superseded values are not recommended for survey control.
 SC2066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2066.See file dsdata.txt to determine how the superseded data were derived.
 SC2066
 SC2066_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS3377115452(NAD 83)
 SC2066_MARKER: Z = SEE DESCRIPTION
 SC2066_SETTING: 0 = UNSPECIFIED SETTING
 SC2066_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC2066
 SC2066  HISTORY     - Date     Condition        Report By
 SC2066  HISTORY     - 1935     MONUMENTED       CGS
 SC2066  HISTORY     - 1958     SEE DESCRIPTION  CGS
 SC2066  HISTORY     - 1984     GOOD             USPSQD
 SC2066
 SC2066                          STATION DESCRIPTION
 SC2066
 SC2066'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (RWK)
 SC2066'THE STATION IS LOCATED ON TOP OF THE GRAIN ELEVATOR OF THE
 SC2066'PILLSBURY FLOUR MILLS AT THE PORT OF ASTORIA DOCK.  A STANDARD
 SC2066'DISK WAS SET IN A DRILL HOLE IN THE CONCRETE, ON THE E AND W
 SC2066'CENTER LINE ABOUT 6 FEET FROM THE W END.
 SC2066
 SC2066                          STATION RECOVERY (1958)
 SC2066
 SC2066'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (VRS)
 SC2066'THE STATION WAS RECOVERED AS DESCRIBED BY R. W. K. IN 1935.
 SC2066
 SC2066                          STATION RECOVERY (1984)
 SC2066
 SC2066'RECOVERY NOTE BY US POWER SQUADRON 1984 (RDC)
 SC2066'ELEVATOR 1935 RECOVERED GOOD.
 SC2066'
 SC2066'STATION ELEVATOR 1935 FOUND AS DESCRIBED BY RWK 1935 AND TO BE IN
 SC2066'GOOD CONDITION.
 SC2066'
 SC2066'PILLSBURY FLOUR MILLS IS NOW PORT OF ASTORIA GRAIN ELEVATOR.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3980 ***********************************************************************
 RD3980  DESIGNATION -  ELEVEN 2
 RD3980  PID         -  RD3980
 RD3980  STATE/COUNTY-  OR/COLUMBIA
 RD3980  USGS QUAD   -  ST HELENS (1990)
 RD3980
 RD3980                         *CURRENT SURVEY CONTROL
 RD3980  ___________________________________________________________________
 RD3980* NAD 83(1991)-  45 50 10.65329(N)    122 47 43.92379(W)     ADJUSTED  
 RD3980* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 RD3980  ___________________________________________________________________
 RD3980  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 RD3980  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 RD3980  HORZ ORDER  -  THIRD
 RD3980
 RD3980.The horizontal coordinates were established by classical geodetic methods
 RD3980.and adjusted by the National Geodetic Survey in October 1991.
 RD3980
 RD3980.The orthometric height was scaled from a topographic map.
 RD3980
 RD3980.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3980
 RD3980.The geoid height was determined by GEOID03.
 RD3980
 RD3980;                    North         East     Units Scale Factor Converg.
 RD3980;SPC OR N     -   243,632.438 2,321,687.329   MT  0.99996250   -1 37 40.7
 RD3980;SPC OR N     -   799,319.02  7,617,084.41   iFT  0.99996250   -1 37 40.7
 RD3980;SPC WA S     -    58,499.304   321,681.940   MT  0.99999933   -1 40 02.9
 RD3980;SPC WA S     -   191,926.47  1,055,384.83   sFT  0.99999933   -1 40 02.9
 RD3980;UTM  10      - 5,075,879.061   515,878.871   MT  0.99960310   +0 08 48.0
 RD3980
 RD3980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3980!SPC OR N     -   1.00000289  x   0.99996250  =   0.99996538
 RD3980!SPC WA S     -   1.00000289  x   0.99999933  =   1.00000222
 RD3980!UTM  10      -   1.00000289  x   0.99960310  =   0.99960598
 RD3980
 RD3980:                Primary Azimuth Mark                     Grid Az
 RD3980:SPC OR N     -  H 1 2 RM 1                               031 30 11.8
 RD3980:SPC WA S     -  H 1 2 RM 1                               031 32 34.0
 RD3980:UTM  10      -  H 1 2 RM 1                               029 43 43.1
 RD3980
 RD3980|---------------------------------------------------------------------|
 RD3980| PID    Reference Object                     Distance      Geod. Az  |
 RD3980|                                                           dddmmss.s |
 RD3980| RD3959 H 1 2 RM 1                          APPROX. 2.2 KM 0295231.1 |
 RD3980| RD4057 WARRIOR ROCK FRONT RNG LT           APPROX. 2.1 KM 0311855.0 |
 RD3980| RD3936 FISH BDRY SIGN S SIDE LAKE R        APPROX. 1.2 KM 0565148.5 |
 RD3980| RD3942 HENRICI CROSSING LIGHT 1            APPROX. 3.0 KM 1702320.4 |
 RD3980| RD4004 HENRICI LANDING FRONT RNG LT        APPROX. 3.1 KM 1820234.4 |
 RD3980| RD4039 DUCK CLUB LIGHT                     APPROX. 1.4 KM 1880610.1 |
 RD3980| CE2510 ELEVEN 2 RM 1                        10.242 METERS 28516     |
 RD3980| CE2511 ELEVEN 2 RM 2                        20.810 METERS 28525     |
 RD3980|---------------------------------------------------------------------|
 RD3980
 RD3980                          SUPERSEDED SURVEY CONTROL
 RD3980
 RD3980  NAD 83(1986)-  45 50 10.67283(N)    122 47 43.92146(W) AD(       ) 3
 RD3980  NAD 27      -  45 50 11.25300(N)    122 47 39.54900(W) AD(       ) 3
 RD3980
 RD3980.Superseded values are not recommended for survey control.
 RD3980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3980.See file dsdata.txt to determine how the superseded data were derived.
 RD3980
 RD3980_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1587975879(NAD 83)
 RD3980_MARKER: Z = SEE DESCRIPTION
 RD3980_SETTING: 0 = UNSPECIFIED SETTING
 RD3980
 RD3980  HISTORY     - Date     Condition        Report By
 RD3980  HISTORY     - 1937     MONUMENTED       CGS
 RD3980  HISTORY     - 1946     SEE DESCRIPTION  CGS
 RD3980  HISTORY     - 1951     SEE DESCRIPTION  CGS
 RD3980
 RD3980                          STATION DESCRIPTION
 RD3980
 RD3980'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (RWK)
 RD3980'STATION IS ABOUT 1 MILE S OF WARRIOR ROCK, IMMEDIATELY S OF A SLIGHT
 RD3980'POINT, ABOUT 3 METERS W OF THE BANK LINE.
 RD3980'
 RD3980'STATION IS MARKED BY A STANDARD DISK CEMENTED INTO A 5-FOOT LENGTH OF
 RD3980'4-INCH CAST-IRON SOIL PIPE, PROJECTING ABOUT 6 INCHES ABOVE THE
 RD3980'GROUND.
 RD3980'
 RD3980'THE REFERENCE MARKS WERE SIMILARLY MARKED.
 RD3980'
 RD3980'ALL DISKS WERE STAMPED H 112.
 RD3980
 RD3980                          STATION RECOVERY (1946)
 RD3980
 RD3980'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAE)
 RD3980'THIS STATION WAS RECOVERED AS DESCRIBED BY R.W.K. IN 1937, WITH THE
 RD3980'FOLLOWING ADDITION AND CORRECTION--
 RD3980'
 RD3980'THE SHORELINE IN FRONT OF THE STATION HAS BEEN FILLED ABOUT 50
 RD3980'METERS.
 RD3980'
 RD3980'THE DISKS ARE STAMPED H2 1937, INSTEAD OF H 112 1937.
 RD3980'
 RD3980'THE STATION MARK IS PARTLY WASHED OUT AND MAY NOT SURVIVE ANOTHER
 RD3980'HIGH WATER.
 RD3980
 RD3980                          STATION RECOVERY (1951)
 RD3980
 RD3980'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HGC)
 RD3980'THE STATION MARK WAS FOUND LYING ON THE GROUND NEAR WHERE IT SHOULD
 RD3980'HAVE BEEN.
 RD3980'
 RD3980'THE REFERENCE MARKS WERE NOT FOUND AS A LARGE AMOUNT OF DRIFT
 RD3980'COVERED THE AREA WHERE THEY SHOULD BE.
 RD3980'
 RD3980'THE STATION IS LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0918 ***********************************************************************
 QC0918  DESIGNATION -  ELF
 QC0918  PID         -  QC0918
 QC0918  STATE/COUNTY-  OR/GRANT
 QC0918  USGS QUAD   -  JOHN DAY (1983)
 QC0918
 QC0918                         *CURRENT SURVEY CONTROL
 QC0918  ___________________________________________________________________
 QC0918* NAD 83(1991)-  44 23 51.11426(N)    118 57 50.41022(W)     ADJUSTED  
 QC0918* NAVD 88     -      1128.6    (meters)    3703.     (feet)  VERTCON   
 QC0918  ___________________________________________________________________
 QC0918  LAPLACE CORR-           3.61  (seconds)                    DEFLEC99
 QC0918  GEOID HEIGHT-         -18.18  (meters)                     GEOID03
 QC0918  HORZ ORDER  -  SECOND
 QC0918
 QC0918.The horizontal coordinates were established by classical geodetic methods
 QC0918.and adjusted by the National Geodetic Survey in October 1991.
 QC0918
 QC0918.The NAVD 88 height was computed by applying the VERTCON shift value to
 QC0918.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QC0918
 QC0918.The Laplace correction was computed from DEFLEC99 derived deflections.
 QC0918
 QC0918.The geoid height was determined by GEOID03.
 QC0918
 QC0918;                    North         East     Units Scale Factor Converg.
 QC0918;SPC OR N     -    82,379.519 2,622,361.664   MT  0.99998445   +1 05 21.5
 QC0918;SPC OR N     -   270,274.01  8,603,548.77   iFT  0.99998445   +1 05 21.5
 QC0918;UTM  11      - 4,917,903.234   343,592.290   MT  0.99990086   -1 22 27.7
 QC0918
 QC0918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QC0918!SPC OR N     -   0.99982592  x   0.99998445  =   0.99981038
 QC0918!UTM  11      -   0.99982592  x   0.99990086  =   0.99972680
 QC0918
 QC0918|---------------------------------------------------------------------|
 QC0918| PID    Reference Object                     Distance      Geod. Az  |
 QC0918|                                                           dddmmss.s |
 QC0918| CD6481 ELF RM 1                              9.620 METERS 09206     |
 QC0918| CD6482 ELF RM 2                             11.030 METERS 17818     |
 QC0918| QC0988 GRANT                               APPROX. 4.1 KM 2384802.0 |
 QC0918|---------------------------------------------------------------------|
 QC0918
 QC0918                          SUPERSEDED SURVEY CONTROL
 QC0918
 QC0918  NAD 83(1986)-  44 23 51.12036(N)    118 57 50.40551(W) AD(       ) 2
 QC0918  NAD 27      -  44 23 51.56500(N)    118 57 46.56800(W) AD(       ) 2
 QC0918  NGVD 29 (07/19/86) 1127.4    (m)         3699.     (f) VERT ANG    3  
 QC0918
 QC0918.Superseded values are not recommended for survey control.
 QC0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0918.See file dsdata.txt to determine how the superseded data were derived.
 QC0918
 QC0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK4359217903(NAD 83)
 QC0918_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QC0918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0918
 QC0918  HISTORY     - Date     Condition        Report By
 QC0918  HISTORY     - 1945     MONUMENTED       CGS
 QC0918  HISTORY     - 1975     SEE DESCRIPTION  NGS
 QC0918
 QC0918                          STATION DESCRIPTION
 QC0918
 QC0918'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCT)
 QC0918'THE STATION IS LOCATED ABOUT 1.5 MILES AIRLINE SOUTHWEST OF JOHN
 QC0918'DAY, ABOUT 0.9 MILE AIRLINE NORTHWEST OF CANYON CITY, ON THE LARGE
 QC0918'FLAT AREA OF THE FIRST BENCH UP FROM THE JOHN DAY RIVER, AT AN
 QC0918'EMERGENCY LANDING FIELD.  IT IS ABOUT 300-FEET SOUTHEAST OF THE
 QC0918'LANDING FIELD HANGER, 6-FEET NORTHWEST OF THE NORTHWEST FENCE
 QC0918'CORNER OF A WIRE FENCE AROUND AN OLD WELL.  THE DISK IS STAMPED
 QC0918'ELF 1945 AND PROJECTS ABOUT 2-INCHES.
 QC0918'
 QC0918'REFERENCE MARK NO 1 IS EAST OF THE STATION, SET 1-FOOT NORTHEAST OF
 QC0918'THE NORTHEAST FENCE CORNER OF THE WIRE FENCE AROUND THE OLD
 QC0918'WELL.  THE DISK IS STAMPED ELF NO 1 1945 AND PROJECTS ABOUT
 QC0918'2-INCHES.
 QC0918'
 QC0918'REFERENCE MARK NO 2 IS SOUTH OF THE STATION, SET 1-FOOT SOUTHWEST
 QC0918'OF THE SOUTHWEST FENCE CORNER OF THE WIRE FENCE AROUND THE OLD
 QC0918'WELL.  THE DISK IS STAMPED ELF NO 2 1945 AND PROJECTS ABOUT
 QC0918'2-INCHES.
 QC0918'
 QC0918'TRIANGULATION STATION GRANT WAS USED AS AN AZIMUTH.  SEE
 QC0918'DESCRIPTION TO GRANT.
 QC0918'
 QC0918'TO REACH THE STATION FROM THE JUNCTION OF U.S HIGHWAYS 28 AND 395
 QC0918'IN JOHN DAY.  GO SOUTH ON U.S. HIGHWAY 395 FOR 0.8 MILE TO THE
 QC0918'GRANT UNION SCHOOL BUILDING ON THE RIGHT AND A ROAD RIGHT AT THE
 QC0918'NORTHEAST CORNER OF THE SCHOOL GROUNDS.  TURN RIGHT ON THIS ROAD
 QC0918'AND GO 1.7 MILES UP HILL TO THE EMERGENCY LANDING FIELD AND
 QC0918'STATION AS DESCRIBED.
 QC0918'
 QC0918'HEIGHT OF LIGHT ABOVE STATION MARK 1.0 METER.
 QC0918
 QC0918                          STATION RECOVERY (1975)
 QC0918
 QC0918'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 QC0918'THE THREE CONCRETE MONUMENTS WERE FOUND UNEARTHED.  THE UNDERGROUND
 QC0918'MONUMENT IS BELIEVED TO BE UNDER THE MACADAM RUNWAY, AND WAS NOT
 QC0918'DUG FOR.  TRIANGULATION STATION ELF 2 WAS ESTABLISHED.  SEE
 QC0918'DESCRIPTION THEREOF.
 QC0918'
 QC0918'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QC0918'1-1/2 MILES SOUTHWEST OF JOHN DAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0921 ***********************************************************************
 QC0921  DESIGNATION -  ELF 2
 QC0921  PID         -  QC0921
 QC0921  STATE/COUNTY-  OR/GRANT
 QC0921  USGS QUAD   -  JOHN DAY (1983)
 QC0921
 QC0921                         *CURRENT SURVEY CONTROL
 QC0921  ___________________________________________________________________
 QC0921* NAD 83(1991)-  44 23 50.81203(N)    118 57 53.81335(W)     NO CHECK  
 QC0921* NAVD 88     -      1128.1    (meters)    3701.     (feet)  VERTCON   
 QC0921  ___________________________________________________________________
 QC0921  LAPLACE CORR-           3.60  (seconds)                    DEFLEC99
 QC0921  GEOID HEIGHT-         -18.18  (meters)                     GEOID03
 QC0921  HORZ ORDER  -  THIRD
 QC0921
 QC0921.The horizontal coordinates were established by classical geodetic methods
 QC0921.and adjusted by the National Geodetic Survey in October 1991.
 QC0921.No horizontal observational check was made to the station.
 QC0921
 QC0921.The NAVD 88 height was computed by applying the VERTCON shift value to
 QC0921.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QC0921
 QC0921.The Laplace correction was computed from DEFLEC99 derived deflections.
 QC0921
 QC0921.The geoid height was determined by GEOID03.
 QC0921
 QC0921;                    North         East     Units Scale Factor Converg.
 QC0921;SPC OR N     -    82,368.761 2,622,286.544   MT  0.99998447   +1 05 19.1
 QC0921;SPC OR N     -   270,238.72  8,603,302.31   iFT  0.99998447   +1 05 19.1
 QC0921;UTM  11      - 4,917,895.715   343,516.784   MT  0.99990115   -1 22 30.1
 QC0921
 QC0921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QC0921!SPC OR N     -   0.99982600  x   0.99998447  =   0.99981047
 QC0921!UTM  11      -   0.99982600  x   0.99990115  =   0.99972717
 QC0921
 QC0921:                Primary Azimuth Mark                     Grid Az
 QC0921:SPC OR N     -  ELF 2 AZ MK                              002 43 38.9
 QC0921:UTM  11      -  ELF 2 AZ MK                              005 11 28.1
 QC0921
 QC0921|---------------------------------------------------------------------|
 QC0921| PID    Reference Object                     Distance      Geod. Az  |
 QC0921|                                                           dddmmss.s |
 QC0921| QC0920 ELF 2 AZ MK                         APPROX. 0.9 KM 0034858.0 |
 QC0921| QC0919 JOHN DAY AIRPORT BEACON             APPROX. 0.8 KM 0192141.8 |
 QC0921| CD6483 ELF 2 RM 3                           13.719 METERS 19843     |
 QC0921| CD6484 ELF 2 RM 4                           16.063 METERS 35150     |
 QC0921|---------------------------------------------------------------------|
 QC0921
 QC0921                          SUPERSEDED SURVEY CONTROL
 QC0921
 QC0921  NAD 83(1986)-  44 23 50.81816(N)    118 57 53.80859(W) AD(       ) 3
 QC0921  NAD 27      -  44 23 51.26122(N)    118 57 49.97338(W) AD(       ) 3
 QC0921  NGVD 29 (07/19/86) 1126.9    (m)         3697.     (f) VERT ANG    3  
 QC0921
 QC0921.Superseded values are not recommended for survey control.
 QC0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0921.See file dsdata.txt to determine how the superseded data were derived.
 QC0921
 QC0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK4351717896(NAD 83)
 QC0921_MARKER: DS = TRIANGULATION STATION DISK
 QC0921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0921
 QC0921  HISTORY     - Date     Condition        Report By
 QC0921  HISTORY     - 1975     MONUMENTED       NGS
 QC0921
 QC0921                          STATION DESCRIPTION
 QC0921
 QC0921'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 QC0921'THE STATION IS AT THE JOHN DAY AIRPORT ON STATE OWNED LAND.
 QC0921'
 QC0921'TO REACH THE STATION FROM THE CROSS STREET JUST SOUTH OF THE JOHN
 QC0921'DAY POST OFFICE, WHICH IS ALSO THE JUNCTION OF U.S. HIGHWAYS 26,
 QC0921'AND 395, GO SOUTH ON U.S. HIGHWAY 395 FOR 0.4 MILE TO SOUTHWEST
 QC0921'FOURTH AVENUE, TURN RIGHT, AS PER SIGN, AIRPORT, AND GO WEST ON
 QC0921'SOUTHWEST FOURTH AVENUE, AND THE WINDING MACADAM ROAD FOR 2.0
 QC0921'MILES TO THE AIRPORT OFFICE ON THE RIGHT.  CONTINUE SOUTH ON THE
 QC0921'TRACK ROAD ON THE EAST SIDE OF THE AIRPORT FOR 0.5 MILE, THEN
 QC0921'TURN RIGHT, LEAVING THE TRACK ROAD, AND GO WEST ACROSS COUNTRY FOR
 QC0921'0.15 MILE TO THE STATION.
 QC0921'
 QC0921'THE STATION MARK, STAMPED ELF 2 1975, IS A STANDARD DISK SET IN A
 QC0921'10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4-INCHES, 200 FEET
 QC0921'WEST OF THE SOUTH END OF THE RUNWAY, IN RANGE WITH THE LIGHTS
 QC0921'ACROSS THE END OF THE RUNWAY, 12 FEET EAST OF THE NORTH-SOUTH FENCE
 QC0921'LINE THAT IS ALONG THE WEST SIDE OF THE AIRFIELD, 2 FEET NORTH
 QC0921'OF A ROCK CAIRN, AND 2 FEET SOUTH OF A METAL WITNESS POST.
 QC0921'
 QC0921'REFERENCE MARK NO. 3, STAMPED ELF 2 NO 3 1975, IS A STANDARD DISK
 QC0921'SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4-INCHES,
 QC0921'1 FOOT EAST OF THE NORTH-SOUTH FENCE LINE, AND 1 FOOT NORTH OF A
 QC0921'ROCK CAIRN.
 QC0921'
 QC0921'REFERENCE MARK NO. 4, STAMPED ELF 2 NO 4 1975, IS A STANDARD DISK
 QC0921'SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4-INCHES,
 QC0921'1 FOOT EAST OF THE FENCE, AND 1 FOOT SOUTH OF A ROCK CAIRN.
 QC0921'
 QC0921'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON THE EAST SIDE
 QC0921'OF THE FENCE FOR 0.55 MILE TO THE MARK ON THE LEFT.
 QC0921'
 QC0921'THE AZIMUTH MARK, STAMPED ELF 2 AZ 1975, IS A REFERENCE MARK DISK
 QC0921'SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4-INCHES,
 QC0921'8 FEET SOUTH OF A WOOD POST IN THE FENCE LINE, THE OTHERS ARE
 QC0921'STEEL, 1 FOOT EAST OF THE FENCE LINE, AND 1 FOOT SOUTH OF A METAL
 QC0921'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0920 ***********************************************************************
 QC0920  DESIGNATION -  ELF 2 AZ MK
 QC0920  PID         -  QC0920
 QC0920  STATE/COUNTY-  OR/GRANT
 QC0920  USGS QUAD   -  JOHN DAY (1983)
 QC0920
 QC0920                         *CURRENT SURVEY CONTROL
 QC0920  ___________________________________________________________________
 QC0920* NAD 83(1991)-  44 24 20.02479(N)    118 57 51.09517(W)     NO CHECK  
 QC0920* NAVD 88     -      1123.3    (meters)    3685.     (feet)  VERTCON   
 QC0920  ___________________________________________________________________
 QC0920  LAPLACE CORR-           3.26  (seconds)                    DEFLEC99
 QC0920  GEOID HEIGHT-         -18.20  (meters)                     GEOID03
 QC0920  HORZ ORDER  -  THIRD
 QC0920
 QC0920.The horizontal coordinates were established by classical geodetic methods
 QC0920.and adjusted by the National Geodetic Survey in October 1991.
 QC0920.No horizontal observational check was made to the station.
 QC0920
 QC0920.The NAVD 88 height was computed by applying the VERTCON shift value to
 QC0920.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QC0920
 QC0920.The Laplace correction was computed from DEFLEC99 derived deflections.
 QC0920
 QC0920.The geoid height was determined by GEOID03.
 QC0920
 QC0920;                    North         East     Units Scale Factor Converg.
 QC0920;SPC OR N     -    83,271.428 2,622,329.546   MT  0.99998259   +1 05 21.0
 QC0920;SPC OR N     -   273,200.22  8,603,443.39   iFT  0.99998259   +1 05 21.0
 QC0920;UTM  11      - 4,918,795.624   343,598.543   MT  0.99990083   -1 22 28.9
 QC0920
 QC0920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QC0920!SPC OR N     -   0.99982676  x   0.99998259  =   0.99980935
 QC0920!UTM  11      -   0.99982676  x   0.99990083  =   0.99972760
 QC0920
 QC0920                          SUPERSEDED SURVEY CONTROL
 QC0920
 QC0920  NAD 83(1986)-  44 24 20.03092(N)    118 57 51.09040(W) AD(       ) 3
 QC0920  NAD 27      -  44 24 20.47415(N)    118 57 47.25469(W) AD(       ) 3
 QC0920  NGVD 29 (07/19/86) 1122.1    (m)         3681.     (f) VERT ANG    3  
 QC0920
 QC0920.Superseded values are not recommended for survey control.
 QC0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0920.See file dsdata.txt to determine how the superseded data were derived.
 QC0920
 QC0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK4359918796(NAD 83)
 QC0920_MARKER: DR = REFERENCE MARK DISK
 QC0920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0920_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QC0920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0920+STABILITY: SURFACE MOTION
 QC0920
 QC0920  HISTORY     - Date     Condition        Report By
 QC0920  HISTORY     - 1975     MONUMENTED       NGS
 QC0920
 QC0920                          STATION DESCRIPTION
 QC0920
 QC0920'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 QC0920'THE AZIMUTH MARK, STAMPED ELF 2 AZ 1975, IS A REFERENCE MARK DISK
 QC0920'SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4-INCHES,
 QC0920'8 FEET SOUTH OF A WOOD POST IN THE FENCE LINE, THE OTHERS ARE
 QC0920'STEEL, 1 FOOT EAST OF THE FENCE LINE, AND 1 FOOT SOUTH OF A METAL
 QC0920'WITNESS POST.
 QC0920'
 QC0920'TO REACH THE STATION FROM THE CROSS STREET JUST SOUTH OF THE JOHN
 QC0920'DAY POST OFFICE, WHICH IS ALSO THE JUNCTION OF U.S. HIGHWAYS 26,
 QC0920'AND 395, GO SOUTH ON U.S. HIGHWAY 395 FOR 0.4 MILE TO SOUTHWEST
 QC0920'FOURTH AVENUE, TURN RIGHT, AS PER SIGN, AIRPORT, AND GO WEST ON
 QC0920'SOUTHWEST FOURTH AVENUE, AND THE WINDING MACADAM ROAD FOR 2.0
 QC0920'MILES TO THE AIRPORT OFFICE ON THE RIGHT.  CONTINUE SOUTH ON THE
 QC0920'TRACK ROAD ON THE EAST SIDE OF THE AIRPORT FOR 0.5 MILE, THEN
 QC0920'TURN RIGHT, LEAVING THE TRACK ROAD, AND GO WEST ACROSS COUNTRY FOR
 QC0920'0.15 MILE TO FENCE.  GO NORTH ON THE EAST SIDE OF THE FENCE FOR
 QC0920'0.55 MILE TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA1215 ***********************************************************************
 RA1215  DESIGNATION -  ELGIN GRAIN ELEVATOR
 RA1215  PID         -  RA1215
 RA1215  STATE/COUNTY-  OR/UNION
 RA1215  USGS QUAD   -  ELGIN (1995)
 RA1215
 RA1215                         *CURRENT SURVEY CONTROL
 RA1215  ___________________________________________________________________
 RA1215* NAD 83(1991)-  45 33 57.51274(N)    117 55 06.18539(W)     ADJUSTED  
 RA1215* NAVD 88     -              **(meters)            **(feet)            
 RA1215  ___________________________________________________________________
 RA1215  LAPLACE CORR-           5.73  (seconds)                    DEFLEC99
 RA1215  GEOID HEIGHT-         -18.04  (meters)                     GEOID03
 RA1215  HORZ ORDER  -  THIRD
 RA1215
 RA1215.The horizontal coordinates were established by classical geodetic methods
 RA1215.and adjusted by the National Geodetic Survey in October 1991.
 RA1215
 RA1215
 RA1215.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1215
 RA1215.The geoid height was determined by GEOID03.
 RA1215
 RA1215;                    North         East     Units Scale Factor Converg.
 RA1215;SPC OR N     -   214,275.862 2,701,487.556   MT  0.99991859   +1 49 51.0
 RA1215;SPC OR N     -   703,004.80  8,863,148.15   iFT  0.99991859   +1 49 51.0
 RA1215;UTM  11      - 5,046,236.410   428,333.433   MT  0.99966315   -0 39 20.9
 RA1215
 RA1215                          SUPERSEDED SURVEY CONTROL
 RA1215
 RA1215  NAD 83(1986)-  45 33 57.51339(N)    117 55 06.17509(W) AD(       ) 4
 RA1215  NAD 27      -  45 33 57.99758(N)    117 55 02.40928(W) AD(       ) 3
 RA1215
 RA1215.Superseded values are not recommended for survey control.
 RA1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1215.See file dsdata.txt to determine how the superseded data were derived.
 RA1215
 RA1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML2833346236(NAD 83)
 RA1215
 RA1215  HISTORY     - Date     Condition        Report By
 RA1215  HISTORY     - 1946     MONUMENTED       CGS
 RA1215  HISTORY     - 1964     SEE DESCRIPTION  USGS
 RA1215
 RA1215                          STATION DESCRIPTION
 RA1215
 RA1215'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JTJ)
 RA1215'LOCATED BY INTERSECTION.
 RA1215'
 RA1215'STATION IS THE CENTER OF THE TOWER OF A GALVANIZED IRON GRAIN
 RA1215'ELEVATOR IN THE NORTHWEST SECTION OF THE CITY OF ELGIN, AND ON
 RA1215'THE WEST SIDE OF THE UNION PACIFIC RAILROAD TRACKS.  IT IS THE
 RA1215'PROPERTY OF THE UNION COUNTY GRAIN GROWERS COOPERATIVE, SILVER
 RA1215'IN COLOR, AND 112 FEET IN HEIGHT.  BUILT IN 1945.
 RA1215
 RA1215                          STATION RECOVERY (1964)
 RA1215
 RA1215'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 RA1215'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA1217 ***********************************************************************
 RA1217  DESIGNATION -  ELGIN PONDOSA PINE LUMBER TANK
 RA1217  PID         -  RA1217
 RA1217  STATE/COUNTY-  OR/UNION
 RA1217  USGS QUAD   -  ELGIN (1995)
 RA1217
 RA1217                         *CURRENT SURVEY CONTROL
 RA1217  ___________________________________________________________________
 RA1217* NAD 83(1991)-  45 33 33.00742(N)    117 55 23.67204(W)     ADJUSTED  
 RA1217* NAVD 88     -              **(meters)            **(feet)            
 RA1217  ___________________________________________________________________
 RA1217  LAPLACE CORR-           5.00  (seconds)                    DEFLEC99
 RA1217  GEOID HEIGHT-         -18.04  (meters)                     GEOID03
 RA1217  HORZ ORDER  -  THIRD
 RA1217
 RA1217.The horizontal coordinates were established by classical geodetic methods
 RA1217.and adjusted by the National Geodetic Survey in October 1991.
 RA1217
 RA1217
 RA1217.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1217
 RA1217.The geoid height was determined by GEOID03.
 RA1217
 RA1217;                    North         East     Units Scale Factor Converg.
 RA1217;SPC OR N     -   213,507.654 2,701,132.702   MT  0.99991778   +1 49 38.6
 RA1217;SPC OR N     -   700,484.43  8,861,983.93   iFT  0.99991778   +1 49 38.6
 RA1217;UTM  11      - 5,045,484.512   427,945.682   MT  0.99966383   -0 39 33.1
 RA1217
 RA1217                          SUPERSEDED SURVEY CONTROL
 RA1217
 RA1217  NAD 83(1986)-  45 33 33.00997(N)    117 55 23.66076(W) AD(       ) 4
 RA1217  NAD 27      -  45 33 33.49817(N)    117 55 19.89223(W) AD(       ) 3
 RA1217
 RA1217.Superseded values are not recommended for survey control.
 RA1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1217.See file dsdata.txt to determine how the superseded data were derived.
 RA1217
 RA1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML2794645485(NAD 83)
 RA1217
 RA1217  HISTORY     - Date     Condition        Report By
 RA1217  HISTORY     - 1946     MONUMENTED       CGS
 RA1217
 RA1217                          STATION DESCRIPTION
 RA1217
 RA1217'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JTJ)
 RA1217'LOCATED BY INTERSECTION.
 RA1217'
 RA1217'STATION IS THE CENTER OF A WOODEN WATER TANK APPROXIMATELY 75
 RA1217'FEET HIGH.  ON THE WEST EDGE OF THE CITY OF ELGIN, ABOUT 0.1 MILE
 RA1217'NORTH OF MOORE ATHLETIC FIELD AND ABOUT 0.2 MILE NORTH OF ELGIN
 RA1217'GUARD STATION OF THE STATE FORESTRY DEPARTMENT.  IT IS THE
 RA1217'PROPERTY OF THE PONDOSA PINE LUMBER CO.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2068 ***********************************************************************
 QE2068  DESIGNATION -  ELIANDER
 QE2068  PID         -  QE2068
 QE2068  STATE/COUNTY-  OR/POLK
 QE2068  USGS QUAD   -  DALLAS (1986)
 QE2068
 QE2068                         *CURRENT SURVEY CONTROL
 QE2068  ___________________________________________________________________
 QE2068* NAD 83(1991)-  44 53 00.14475(N)    123 22 02.97838(W)     ADJUSTED  
 QE2068* NAVD 88     -       201.     (meters)     659.     (feet)  VERTCON   
 QE2068  ___________________________________________________________________
 QE2068  LAPLACE CORR-          -9.87  (seconds)                    DEFLEC99
 QE2068  GEOID HEIGHT-         -21.89  (meters)                     GEOID03
 QE2068  HORZ ORDER  -  SECOND
 QE2068
 QE2068.The horizontal coordinates were established by classical geodetic methods
 QE2068.and adjusted by the National Geodetic Survey in October 1991.
 QE2068
 QE2068.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE2068.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE2068
 QE2068.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2068
 QE2068.The geoid height was determined by GEOID03.
 QE2068
 QE2068;                    North         East     Units Scale Factor Converg.
 QE2068;SPC OR N     -   139,221.779 2,273,517.621   MT  0.99990692   -2 02 00.9
 QE2068;SPC OR N     -   456,764.37  7,459,047.31   iFT  0.99990692   -2 02 00.9
 QE2068;UTM  10      - 4,970,060.493   470,977.152   MT  0.99961036   -0 15 33.6
 QE2068
 QE2068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2068!SPC OR N     -   0.99997191  x   0.99990692  =   0.99987884
 QE2068!UTM  10      -   0.99997191  x   0.99961036  =   0.99958228
 QE2068
 QE2068                          SUPERSEDED SURVEY CONTROL
 QE2068
 QE2068  NAD 83(1986)-  44 53 00.17067(N)    123 22 02.99448(W) AD(       ) 2
 QE2068  NAD 27      -  44 53 00.74680(N)    123 21 58.62252(W) AD(       ) 2
 QE2068  NGVD 29 (07/19/86)  200.     (m)          656.     (f) VERT ANG    3  
 QE2068
 QE2068.Superseded values are not recommended for survey control.
 QE2068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2068.See file dsdata.txt to determine how the superseded data were derived.
 QE2068
 QE2068_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ7097770060(NAD 83)
 QE2068
 QE2068  HISTORY     - Date     Condition        Report By
 QE2068  HISTORY     - 1974     MONUMENTED       OR-053
 QE2068
 QE2068                          STATION DESCRIPTION
 QE2068
 QE2068'DESCRIBED BY POLK COUNTY OREGON 1974 (DB)
 QE2068'THE STATION IS LOCATED IN POLK COUNTY, OREGON, IN THE SOUTHEAST
 QE2068'QUARTER OF THE SOUTHWEST QUARTER OF SECTION 12, TOWNSHIP 8 SOUTH,
 QE2068'RANGE 6 WEST OF THE WILLAMETTE MERIDIAN.
 QE2068'
 QE2068'TO REACH THE STATION FROM THE INTERSECTION OF MAIN AND WASHINGTON
 QE2068'STREETS IN DALLAS.  TRAVEL WEST AND SOUTHERLY ALONG STATE HIGHWAY
 QE2068'223 1.9 MILES TO THE INTERSECTION OF C.R. 861.  TURN RIGHT ON 861
 QE2068'AND CONTINUE SOUTHWESTERLY 2.4 MILES TO THE STATION ON THE RIGHT.
 QE2068'
 QE2068'THE STATION IS A 1/2 IN PIPE WITH A POLK COUNTY BRASS CAP STAMPED
 QE2068'1/4S 12 OVER 13.  IT IS LOCATED 1.5 FEET WEST OF THE FENCE, 7.0
 QE2068'FEET WEST OF THE EDGE OF THE GRAVEL ROAD, 7.0 FEET NORTH OF THE
 QE2068'EAST-WEST FENCE AND 3.0 FEET NORTH OF THE WITNESS POST.
 QE2068'
 QE2068'R.M. 1 IS A 5/8 IN X 30 IN REBAR SET FLUSH WITH THE GROUND WITH
 QE2068'A POLK COUNTY ALUMINUM CAP.  IT IS 3 FEET WEST OF THE FENCE, 2.0
 QE2068'FEET SOUTH OF A POWER POLE AND 16 FEET SOUTH OF THE CENTER OF A
 QE2068'DRIVE.
 QE2068'
 QE2068'R.M. 2 IS A 5/8 IN X 30 IN REBAR WITH A POLK COUNTY ALUMINUM CAP
 QE2068'SET FLUSH WITH THE GROUND 0.4 FEET EAST OF THE FENCE, 4.0 FEET WEST
 QE2068'OF THE EDGE OF THE GRAVEL AND 0.6 FEET NORTH OF THE WITNESS POST.
 QE2068'
 QE2068'HEIGHT OF LIGHT ABOVE STATION MARK 27.55 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2614 ***********************************************************************
 RD2614  DESIGNATION -  ELK
 RD2614  PID         -  RD2614
 RD2614  STATE/COUNTY-  OR/CLACKAMAS
 RD2614  USGS QUAD   -  LAKE OSWEGO (1984)
 RD2614
 RD2614                         *CURRENT SURVEY CONTROL
 RD2614  ___________________________________________________________________
 RD2614* NAD 83(1991)-  45 26 12.41901(N)    122 38 57.65539(W)     ADJUSTED  
 RD2614* NAVD 88     -        10.     (meters)      33.     (feet)  VERTCON   
 RD2614  ___________________________________________________________________
 RD2614  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 RD2614  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 RD2614  HORZ ORDER  -  SECOND
 RD2614
 RD2614.The horizontal coordinates were established by classical geodetic methods
 RD2614.and adjusted by the National Geodetic Survey in October 1991.
 RD2614
 RD2614.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD2614.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD2614
 RD2614.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2614
 RD2614.The geoid height was determined by GEOID03.
 RD2614
 RD2614;                    North         East     Units Scale Factor Converg.
 RD2614;SPC OR N     -   198,935.714 2,331,858.906   MT  0.99990551   -1 31 27.4
 RD2614;SPC OR N     -   652,676.23  7,650,455.73   iFT  0.99990551   -1 31 27.4
 RD2614;UTM  10      - 5,031,533.119   527,425.901   MT  0.99960925   +0 14 59.4
 RD2614
 RD2614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2614!SPC OR N     -   1.00000200  x   0.99990551  =   0.99990751
 RD2614!UTM  10      -   1.00000200  x   0.99960925  =   0.99961125
 RD2614
 RD2614:                Primary Azimuth Mark                     Grid Az
 RD2614:SPC OR N     -  ROE                                      037 04 39.4
 RD2614:UTM  10      -  ROE                                      035 18 12.6
 RD2614
 RD2614|---------------------------------------------------------------------|
 RD2614| PID    Reference Object                     Distance      Geod. Az  |
 RD2614|                                                           dddmmss.s |
 RD2614| RD2613 ROE                                 APPROX. 0.8 KM 0353312.0 |
 RD2614| RD2615 PETER                               282.515 METERS 26724     |
 RD2614|---------------------------------------------------------------------|
 RD2614
 RD2614                          SUPERSEDED SURVEY CONTROL
 RD2614
 RD2614  NAD 83(1986)-  45 26 12.43806(N)    122 38 57.66257(W) AD(       ) 2
 RD2614  NAD 27      -  45 26 13.00948(N)    122 38 53.32309(W) AD(       ) 2
 RD2614  NGVD 29 (07/19/86)    9.     (m)           30.     (f) VERT ANG    3  
 RD2614
 RD2614.Superseded values are not recommended for survey control.
 RD2614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2614.See file dsdata.txt to determine how the superseded data were derived.
 RD2614
 RD2614_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER2742631533(NAD 83)
 RD2614_MARKER: DS = TRIANGULATION STATION DISK
 RD2614_SETTING: 66 = SET IN ROCK OUTCROP
 RD2614_STAMPING: TRAVERSE ELK 1962
 RD2614_MARK LOGO: CGS   
 RD2614_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD2614_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RD2614_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RD2614+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2006
 RD2614
 RD2614  HISTORY     - Date     Condition        Report By
 RD2614  HISTORY     - 1962     MONUMENTED       CGS
 RD2614  HISTORY     - 1972     SEE DESCRIPTION  NGS
 RD2614  HISTORY     - 19850108 GOOD             NGS
 RD2614  HISTORY     - 20040801 GOOD             USPSQD
 RD2614  HISTORY     - 20060928 GOOD             USPSQD
 RD2614
 RD2614                          STATION DESCRIPTION
 RD2614
 RD2614'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 RD2614'THE STATION IS LOCATED ON ELK ROCK, ON THE WEST SIDE OF ISLAND
 RD2614'PARK, IN THE WILLAMETTE RIVER, JUST WEST OF KELLOGG LAKE.
 RD2614'
 RD2614'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 99E AND
 RD2614'JEFFERSON STREET IN MILWAUKEE, GO SOUTH ON U.S. HIGHWAY 99E FOR
 RD2614'0.4 MILE TO RIVER ROAD, ANGLE RIGHT ON RIVER ROAD AND GO 0.3 MILE
 RD2614'TO 5TH STREET, TURN RIGHT ON 5TH STREET AND GO 0.15 MILE TO 3RD
 RD2614'STREET AND THE END OF TRUCK TRAVEL.  PACK WEST, THROUGH A BERRY
 RD2614'PATCH AND AROUND THE SOUTH SIDE OF THE ISLAND FOR 0.3 MILE TO A
 RD2614'LIGHT HOUSE AND THE STATION.
 RD2614'
 RD2614'THE STATION MARK, STAMPED TRAVERSE ELK 1962, IS A STANDARD DISK
 RD2614'WITH THE WORD TRIANGULATION OBLITERATED, AND CEMENTED IN A DRILL
 RD2614'HOLE IN A BOULDER THAT PROJECTS 4-INCHES.  IT IS 17.5 FEET EAST
 RD2614'OF THE SOUTHEAST CORNER OF THE LIGHTHOUSE AND 17.3 FEET EAST OF
 RD2614'THE NORTHEAST CORNER OF THE LIGHTHOUSE.
 RD2614
 RD2614                          STATION RECOVERY (1972)
 RD2614
 RD2614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LDF)
 RD2614'STATION WAS RECOVERED AS DESCRIBED BY N. E. SYLAR IN 1962 AND
 RD2614'FOUND IN GOOD CONDITION.  THE TO REACH IS ADEQUATE.
 RD2614'
 RD2614'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RD2614'0.5 MILE SOUTHEAST OF MILWAUKIE.
 RD2614
 RD2614                          STATION RECOVERY (1985)
 RD2614
 RD2614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 RD2614'THE STATION WAS RECOVERED IN GOOD CONDITION.  TWO REFERENCE MARKS WERE
 RD2614'ESTABLISHED AT THIS TIME.  THE STATION IS LOCATED NEAR THE SOUTH
 RD2614'BOUNDARY OF PORTLAND, ON THE WEST SIDE OF AN ISLAND AND IN PETER KERN
 RD2614'PARK.  TO REACH THE STATION FROM THE JUNCTION OF U.S 99 E AND
 RD2614'JEFFERSON STREET IN MILWAUKEE GO SOUTH ON 99 E FOR 0.96 KM (0.60 MI)
 RD2614'TURN RIGHT ONTO SE 22ND AVE AND GO 0.24 KM, (0.15 MI) TURN RIGHT ONTO
 RD2614'SE SPARROW ST AND GO 0.24 KM (0.15 MI) TO END OF TRUCK TRAVEL AT
 RD2614'INTERSECTION OF SE SPARROW STREET AND SE 19TH ST.  PACK SW ON TRAIL TO
 RD2614'LIGHT 11 AND THE STATION.  IT IS ABOUT A 15 MINUTE PACK.
 RD2614' 
 RD2614'THE STATION IS A STANDARD CGS DISK STAMPED---TRAVERSE ELK 1962---, SET
 RD2614'INTO ROCK OUTCROP, 2 METERS (6.6 FT) LARGEST DIMENSION.  THE STATION
 RD2614'IS LOCATED 9.0 METERS (29.5 FT) EAST FROM THE WEST EDGE OF BLUFF, 5.1
 RD2614'METERS (16.7 FT) EAST-NORTHEAST FROM THE SOUTHEAST CORNER OF OLD
 RD2614'CONCRETE PLATFORM FOR A LIGHT, 7.0 METERS (23.0 FT) NORTH FROM THE
 RD2614'HIGHEST ROCK ON THE POINT.  REFERENCE MARK NO 1, IS A STANDARD NGS
 RD2614'DISK STAMPED---ELK 1962 NO 1 1985---, SET INTO ROCK LEDGE, 10 METERS
 RD2614'(32.8 FT) LARGEST DIMENSION.  THE STATION IS LOCATED 9.3 METERS (30.5
 RD2614'FT) SOUTH FROM LIGHT 11, 6.7 METERS (22.0 FT) SOUTH FROM THE SE CORNER
 RD2614'OF OUT LIGHT PLATFORM AND 1 METER (3.3 FT) HIGHER THAN THE STATION.
 RD2614'REFERENCE MARK NO 2, IS A STANDARD NGS DISK STAMPED---ELK 1962 NO 2
 RD2614'1985---, SET INTO A DRILL HOLE IN THE NE CORNER OF OLD NAVIGATION
 RD2614'LIGHT CONCRETE PLATFORM.  IT IS 2 METERS (6.6 FT) SQUARE.  THE STATION
 RD2614'IS LOCATED 0.8 METERS (2.6 FT) SOUTH FROM LIGHT 11 AND 1.5 METERS (4.9
 RD2614'FT) HIGHER THAN THE STATION.
 RD2614
 RD2614                          STATION RECOVERY (2004)
 RD2614
 RD2614'RECOVERY NOTE BY US POWER SQUADRON 2004 (REC)
 RD2614'RECOVERED STATION AND RM 2 IN GOOD CONDITION. RM 1 NOT FOUND. CORRECT
 RD2614'LIGHT NUMBER IS 13.
 RD2614
 RD2614                          STATION RECOVERY (2006)
 RD2614
 RD2614'RECOVERY NOTE BY US POWER SQUADRON 2006 (REC)
 RD2614'RECOVERED STATION AND RM 2 IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0939 ***********************************************************************
 OA0939  DESIGNATION -  ELK
 OA0939  PID         -  OA0939
 OA0939  STATE/COUNTY-  OR/CURRY
 OA0939  USGS QUAD   -  FOURTH OF JULY CREEK (1989)
 OA0939
 OA0939                         *CURRENT SURVEY CONTROL
 OA0939  ___________________________________________________________________
 OA0939* NAD 83(1991)-  42 01 50.51139(N)    124 07 24.72918(W)     ADJUSTED  
 OA0939* NAVD 88     -       514.6    (meters)    1688.     (feet)  VERTCON   
 OA0939  ___________________________________________________________________
 OA0939  LAPLACE CORR-          11.00  (seconds)                    DEFLEC99
 OA0939  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 OA0939  HORZ ORDER  -  SECOND
 OA0939
 OA0939.The horizontal coordinates were established by classical geodetic methods
 OA0939.and adjusted by the National Geodetic Survey in October 1991.
 OA0939
 OA0939.The NAVD 88 height was computed by applying the VERTCON shift value to
 OA0939.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OA0939
 OA0939.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA0939
 OA0939.The geoid height was determined by GEOID03.
 OA0939
 OA0939;                    North         East     Units Scale Factor Converg.
 OA0939;SPC OR S     -    46,930.605 1,199,998.272   MT  1.00008990   -2 28 44.5
 OA0939;SPC OR S     -   153,971.80  3,937,002.20   iFT  1.00008990   -2 28 44.5
 OA0939;SPC CA 1     -   801,664.360 1,824,145.385   MT  1.00011287   -1 23 18.8
 OA0939;SPC CA 1     - 2,630,127.15  5,984,716.98   sFT  1.00011287   -1 23 18.8
 OA0939;UTM  10      - 4,653,795.126   406,995.537   MT  0.99970643   -0 45 08.3
 OA0939
 OA0939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA0939!SPC OR S     -   0.99992360  x   1.00008990  =   1.00001349
 OA0939!SPC CA 1     -   0.99992360  x   1.00011287  =   1.00003646
 OA0939!UTM  10      -   0.99992360  x   0.99970643  =   0.99963005
 OA0939
 OA0939:                Primary Azimuth Mark                     Grid Az
 OA0939:SPC OR S     -  PACKSADDLE LOOKOUT                       094 48 44.0
 OA0939:SPC CA 1     -  PACKSADDLE LOOKOUT                       093 43 18.3
 OA0939:UTM  10      -  PACKSADDLE LOOKOUT                       093 05 07.8
 OA0939
 OA0939|---------------------------------------------------------------------|
 OA0939| PID    Reference Object                     Distance      Geod. Az  |
 OA0939|                                                           dddmmss.s |
 OA0939| OA0938 PACKSADDLE LOOKOUT                  APPROX. 8.4 KM 0921959.5 |
 OA0939| MX1247 BEAR MOUNTAIN                       APPROX.45.6 KM 1244039.1 |
 OA0939| LV1127 ST GEORGES REEF LT HSE 1913         APPROX.30.0 KM 2241225.6 |
 OA0939| OA0979 ROBERTS                             APPROX.15.1 KM 2994242.1 |
 OA0939| OA0950 BOSLEY SW OF SMALL HILL             APPROX.13.7 KM 3211409.4 |
 OA0939| OA0943 MT EMILY LOOKOUT TOWER              APPROX. 8.3 KM 3430516.1 |
 OA0939| CD8496 ELK RM                                             34424     |
 OA0939|---------------------------------------------------------------------|
 OA0939
 OA0939                          SUPERSEDED SURVEY CONTROL
 OA0939
 OA0939  NAD 83(1986)-  42 01 50.50084(N)    124 07 24.73192(W) AD(       ) 2
 OA0939  NAD 27      -  42 01 51.10500(N)    124 07 20.43800(W) AD(       ) 2
 OA0939  NGVD 29 (07/19/86)  513.5    (m)         1685.     (f) VERT ANG    3  
 OA0939
 OA0939.Superseded values are not recommended for survey control.
 OA0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0939.See file dsdata.txt to determine how the superseded data were derived.
 OA0939
 OA0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM0699653795(NAD 83)
 OA0939
 OA0939  HISTORY     - Date     Condition        Report By
 OA0939  HISTORY     - 1913     MONUMENTED       CGS
 OA0939  HISTORY     - 1924     SEE DESCRIPTION  CGS
 OA0939  HISTORY     - 1934     SEE DESCRIPTION  ORGS
 OA0939
 OA0939                          STATION DESCRIPTION
 OA0939
 OA0939'DESCRIBED BY COAST AND GEODETIC SURVEY 1924
 OA0939'STATION IS ON THE HIGHEST PART OF THE WELL-KNOWN ELK MOUNTAIN,
 OA0939'WHICH STANDS ON THE N BANK OF THE WINCHUCK RIVER, ABOUT 8 MILES
 OA0939'FROM THE MOUTH.
 OA0939'
 OA0939'THE STATION IS MARKED BY A BRONZE TABLET SET IN THE TOP OF A
 OA0939'SQUARE BLOCK OR POST OF CONCRETE.
 OA0939'
 OA0939'REFERENCE MARK, A BRONZE DISK SET IN THE TOP OF A SQUARE BLOCK OR
 OA0939'POST OF CONCRETE, IS 2.60 METERS (8.5 FEET) FROM THE STATION IN
 OA0939'AZIMUTH 157 DEG 02 MIN.
 OA0939
 OA0939                          STATION RECOVERY (1934)
 OA0939
 OA0939'RECOVERY NOTE BY OREGON GEODETIC SURVEY 1934
 OA0939'STATION RECOVERED AS DESCRIBED.  STATION MARK HAS BEEN
 OA0939'DISTURBED.  CONCRETE BLOCK MISSING AND STATION MARKER LYING ON
 OA0939'SURFACE OF GROUND.  PROBABLY CAUSED BY SEVERE FIRE OCCURRING IN
 OA0939'1932, WHICH BURNT OVER THIS AREA.
 OA0939'
 OA0939'REFERENCE MARK ESCAPED DAMAGE AND IS IN GOOD CONDITION.
 OA0939'
 OA0939'STATION MAY BE REACHED BY FOREST SERVICE TRAIL FROM WESTMOORE
 OA0939'RANGER STATION.  DISTANCE 3 MILES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0953 ***********************************************************************
 OA0953  DESIGNATION -  ELK
 OA0953  PID         -  OA0953
 OA0953  STATE/COUNTY-  OR/CURRY
 OA0953  USGS QUAD   -  CARPENTERVILLE (1986)
 OA0953
 OA0953                         *CURRENT SURVEY CONTROL
 OA0953  ___________________________________________________________________
 OA0953* NAD 83(1991)-  42 10 06.74426(N)    124 21 39.58583(W)     ADJUSTED  
 OA0953* NAVD 88     -        73.     (meters)     240.     (feet)  SCALED    
 OA0953  ___________________________________________________________________
 OA0953  LAPLACE CORR-          15.73  (seconds)                    DEFLEC99
 OA0953  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 OA0953  HORZ ORDER  -  THIRD
 OA0953
 OA0953.The horizontal coordinates were established by classical geodetic methods
 OA0953.and adjusted by the National Geodetic Survey in October 1991.
 OA0953
 OA0953.The orthometric height was scaled from a topographic map.
 OA0953
 OA0953.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA0953
 OA0953.The geoid height was determined by GEOID03.
 OA0953
 OA0953;                    North         East     Units Scale Factor Converg.
 OA0953;SPC OR S     -    63,104.732 1,181,057.514   MT  1.00004556   -2 38 29.4
 OA0953;SPC OR S     -   207,036.52  3,874,860.61   iFT  1.00004556   -2 38 29.4
 OA0953;UTM  10      - 4,669,385.723   387,582.399   MT  0.99975550   -0 54 49.5
 OA0953
 OA0953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA0953!SPC OR S     -   0.99999293  x   1.00004556  =   1.00003849
 OA0953!UTM  10      -   0.99999293  x   0.99975550  =   0.99974843
 OA0953
 OA0953:                Primary Azimuth Mark                     Grid Az
 OA0953:SPC OR S     -  DEEP GULCH                               352 38 29.9
 OA0953:UTM  10      -  DEEP GULCH                               350 54 50.0
 OA0953
 OA0953|---------------------------------------------------------------------|
 OA0953| PID    Reference Object                     Distance      Geod. Az  |
 OA0953|                                                           dddmmss.s |
 OA0953| OA0962 DEEP GULCH                          APPROX. 1.7 KM 3500000.5 |
 OA0953|---------------------------------------------------------------------|
 OA0953
 OA0953                          SUPERSEDED SURVEY CONTROL
 OA0953
 OA0953  NAD 83(1986)-  42 10 06.72930(N)    124 21 39.58881(W) AD(       ) 3
 OA0953  NAD 27      -  42 10 07.33000(N)    124 21 35.21000(W) AD(       ) 3
 OA0953
 OA0953.Superseded values are not recommended for survey control.
 OA0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0953.See file dsdata.txt to determine how the superseded data were derived.
 OA0953
 OA0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCM8758269386(NAD 83)
 OA0953_MARKER: H = DRILL HOLE
 OA0953_SETTING: 0 = UNSPECIFIED SETTING
 OA0953_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OA0953
 OA0953  HISTORY     - Date     Condition        Report By
 OA0953  HISTORY     - 1872     MONUMENTED       CGS
 OA0953  HISTORY     - 1933     GOOD             ORGS
 OA0953  HISTORY     - 1934     MARK NOT FOUND   ORGS
 OA0953
 OA0953                          STATION DESCRIPTION
 OA0953
 OA0953'DESCRIBED BY COAST AND GEODETIC SURVEY 1872 (AWC)
 OA0953'ON THE HIGHEST PART OF A SMALL CONICAL HILL ON THE FACE OF THE
 OA0953'RIDGE.
 OA0953'
 OA0953'THE STATION IS MARKED ABOUT 2-1/2 FEET UNDERGROUND BY A BOTTLE,
 OA0953'AND AT THE SURFACE BY A DRILL HOLE, FILLED WITH LEAD, IN A STONE
 OA0953'BLOCK.  THREE STAKES AROUND THE STATION BEAR N, S AND E (MAGNETIC)
 OA0953'AND ARE DISTANT 0.91 METER.
 OA0953
 OA0953                          STATION RECOVERY (1933)
 OA0953
 OA0953'RECOVERY NOTE BY OREGON GEODETIC SURVEY 1933
 OA0953'STATION IS ABOUT 9.25 MILES AIR LINE N AND WESTERLY OF BROOKINGS ON
 OA0953'THE HIGHEST POINT OF A SMALL CONICAL HILL N OF THE MOUTH OF
 OA0953'THOMAS CREEK.  THIS HILL IS THE SECOND HILL BACK FROM THE TIP OF
 OA0953'THOMAS POINT AND IS ABOUT 300 FEET ELEVATION.
 OA0953
 OA0953                          STATION RECOVERY (1934)
 OA0953
 OA0953'RECOVERY NOTE BY OREGON GEODETIC SURVEY 1934
 OA0953'NO TRACE OF STATION FOUND.  VISIBILITY GOOD ALONG THE COAST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2259 ***********************************************************************
 QE2259  DESIGNATION -  ELK
 QE2259  PID         -  QE2259
 QE2259  STATE/COUNTY-  OR/LANE
 QE2259  USGS QUAD   -  NOTI (1984)
 QE2259
 QE2259                         *CURRENT SURVEY CONTROL
 QE2259  ___________________________________________________________________
 QE2259* NAD 83(1991)-  44 04 04.82185(N)    123 27 26.49212(W)     ADJUSTED  
 QE2259* NAVD 88     -       127.2    (meters)     417.     (feet)  VERTCON   
 QE2259  ___________________________________________________________________
 QE2259  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 QE2259  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 QE2259  HORZ ORDER  -  SECOND
 QE2259
 QE2259.The horizontal coordinates were established by classical geodetic methods
 QE2259.and adjusted by the National Geodetic Survey in October 1991.
 QE2259
 QE2259.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE2259.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE2259
 QE2259.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2259
 QE2259.The geoid height was determined by GEOID03.
 QE2259
 QE2259;                    North         East     Units Scale Factor Converg.
 QE2259;SPC OR S     -   270,943.018 1,263,117.576   MT  1.00001800   -2 01 23.8
 QE2259;SPC OR S     -   888,920.66  4,144,086.54   iFT  1.00001800   -2 01 23.8
 QE2259;UTM  10      - 4,879,527.844   463,373.551   MT  0.99961650   -0 19 05.2
 QE2259
 QE2259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2259!SPC OR S     -   0.99998364  x   1.00001800  =   1.00000164
 QE2259!UTM  10      -   0.99998364  x   0.99961650  =   0.99960015
 QE2259
 QE2259:                Primary Azimuth Mark                     Grid Az
 QE2259:SPC OR S     -  POODLE                                   012 37 00.8
 QE2259:UTM  10      -  POODLE                                   010 54 42.2
 QE2259
 QE2259|---------------------------------------------------------------------|
 QE2259| PID    Reference Object                     Distance      Geod. Az  |
 QE2259|                                                           dddmmss.s |
 QE2259| QE2261 POODLE                              449.235 METERS 0103537.0 |
 QE2259| QE2260 LONG                                APPROX. 1.0 KM 0963814.5 |
 QE2259|---------------------------------------------------------------------|
 QE2259
 QE2259                          SUPERSEDED SURVEY CONTROL
 QE2259
 QE2259  NAD 83(1986)-  44 04 04.83724(N)    123 27 26.52356(W) AD(       ) 2
 QE2259  NAD 27      -  44 04 05.39446(N)    123 27 22.16327(W) AD(       ) 2
 QE2259  NGVD 29 (07/19/86)  126.1    (m)          414.     (f) VERT ANG    3  
 QE2259
 QE2259.Superseded values are not recommended for survey control.
 QE2259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2259.See file dsdata.txt to determine how the superseded data were derived.
 QE2259
 QE2259_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP6337479528(NAD 83)
 QE2259_MARKER: Z = SEE DESCRIPTION
 QE2259_SETTING: 0 = UNSPECIFIED SETTING
 QE2259_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE2259
 QE2259  HISTORY     - Date     Condition        Report By
 QE2259  HISTORY     - 1967     MONUMENTED       ORDT
 QE2259
 QE2259                          STATION DESCRIPTION
 QE2259
 QE2259'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1967 (JCL)
 QE2259'THE STATION IS ABOUT 1 MILE NORTHWEST OF NOTI ON THE WEST
 QE2259'RIGHT-OF-WAY OF POODLE CREEK ROAD.
 QE2259'
 QE2259'TO REACH THE STATION FROM THE NOTI POST OFFICE GO WEST ON STATE
 QE2259'HIGHWAY 126 FOR 0.85 MILE TO THE POODLE CREEK ROAD ON THE RIGHT,
 QE2259'TURN RIGHT AND GO NORTH ON POODLE CREEK ROAD FOR 0.05 MILE TO
 QE2259'THE STATION ON THE LEFT.
 QE2259'
 QE2259'THE STATION MARK, STAMPED ELK USC AND GS 1967, IS AN OREGON
 QE2259'STATE HIGHWAY DEPT. DISK BRAZED TO THE TOP OF A 2 1/2-INCH IRON
 QE2259'PIPE SET IN A CONCRETE BASE AND PROJECTS 5 INCHES.  IT IS 29 FEET
 QE2259'NORTH OF A FENCE CORNER, 25 FEET WEST OF THE CENTER LINE OF POODLE
 QE2259'CREEK ROAD, 5 FEET EAST OF A WHITE BOARD FENCE, AND 2 FEET WEST
 QE2259'OF THE WITNESS POST.
 QE2259'
 QE2259'THERE WERE NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2575 ***********************************************************************
 QE2575  DESIGNATION -  ELK
 QE2575  PID         -  QE2575
 QE2575  STATE/COUNTY-  OR/LANE
 QE2575  USGS QUAD   -  HECETA HEAD (1984)
 QE2575
 QE2575                         *CURRENT SURVEY CONTROL
 QE2575  ___________________________________________________________________
 QE2575* NAD 83(1991)-  44 11 57.64484(N)    124 05 20.08529(W)     ADJUSTED  
 QE2575* NAVD 88     -       428.     (meters)    1404.     (feet)  SCALED    
 QE2575  ___________________________________________________________________
 QE2575  LAPLACE CORR-          16.95  (seconds)                    DEFLEC99
 QE2575  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 QE2575  HORZ ORDER  -  THIRD
 QE2575
 QE2575.The horizontal coordinates were established by classical geodetic methods
 QE2575.and adjusted by the National Geodetic Survey in October 1991.
 QE2575
 QE2575.The orthometric height was scaled from a topographic map.
 QE2575
 QE2575.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2575
 QE2575.The geoid height was determined by GEOID03.
 QE2575
 QE2575;                    North         East     Units Scale Factor Converg.
 QE2575;SPC OR S     -   287,500.961 1,213,184.036   MT  1.00005679   -2 27 19.2
 QE2575;SPC OR S     -   943,244.62  3,980,262.59   iFT  1.00005679   -2 27 19.2
 QE2575;SPC OR N     -    65,565.341 2,213,196.421   MT  1.00003642   -2 32 42.7
 QE2575;SPC OR N     -   215,109.39  7,261,143.11   iFT  1.00003642   -2 32 42.7
 QE2575;UTM  10      - 4,894,590.582   412,990.083   MT  0.99969311   -0 45 33.1
 QE2575
 QE2575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2575!SPC OR S     -   0.99993663  x   1.00005679  =   0.99999341
 QE2575!SPC OR N     -   0.99993663  x   1.00003642  =   0.99997304
 QE2575!UTM  10      -   0.99993663  x   0.99969311  =   0.99962976
 QE2575
 QE2575|---------------------------------------------------------------------|
 QE2575| PID    Reference Object                     Distance      Geod. Az  |
 QE2575|                                                           dddmmss.s |
 QE2575| CE1462 ELK RM 2                             12.420 METERS 02716     |
 QE2575| CE1461 ELK RM 1                              8.650 METERS 07703     |
 QE2575| QE2580 SHARKEY                             APPROX. 5.6 KM 3382923.4 |
 QE2575|---------------------------------------------------------------------|
 QE2575
 QE2575                          SUPERSEDED SURVEY CONTROL
 QE2575
 QE2575  NAD 83(1986)-  44 11 57.65684(N)    124 05 20.14742(W) AD(       ) 3
 QE2575  NAD 27      -  44 11 58.23270(N)    124 05 15.71357(W) AD(       ) 3
 QE2575
 QE2575.Superseded values are not recommended for survey control.
 QE2575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2575.See file dsdata.txt to determine how the superseded data were derived.
 QE2575
 QE2575_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP1299094591(NAD 83)
 QE2575_MARKER: Z = SEE DESCRIPTION
 QE2575_SETTING: 0 = UNSPECIFIED SETTING
 QE2575
 QE2575  HISTORY     - Date     Condition        Report By
 QE2575  HISTORY     - 1927     MONUMENTED       CGS
 QE2575  HISTORY     - 1933     SEE DESCRIPTION  CGS
 QE2575
 QE2575                          STATION DESCRIPTION
 QE2575
 QE2575'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (GLB)
 QE2575'LOCATED ON THE W END OF A FLAT-TOPPED HILL, 1 MILE N OF ROCK CREEK
 QE2575'AND 1-1/2 MILES E OF THE BEACH.  IT IS ON THE FIRST HIGH RIDGE N
 QE2575'OF ROCK CREEK WITH FAIRVIEW JUST VISIBLE TO E.
 QE2575'
 QE2575'STATION AND REFERENCE MARKS ARE BRONZE DISKS WEDGED IN DRILL
 QE2575'HOLES IN BOULDERS.
 QE2575'
 QE2575'THERE IS A FAIRLY GOOD TRAIL LEADING CLOSE TO THE STATION FROM
 QE2575'THE MOUTH OF ROCK CREEK.
 QE2575
 QE2575                          STATION RECOVERY (1933)
 QE2575
 QE2575'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (LAM)
 QE2575'STATION RECOVERED IN GOOD CONDITION.  IT IS ABOUT 4.75 MILES NE
 QE2575'OF HECETA HEAD, 1.5 MILES E OF THE OREGON COAST HIGHWAY AND ABOUT
 QE2575'MIDWAY BETWEEN SQUAW AND ROCK CREEKS.  TRAILS LEAD FROM THE
 QE2575'HIGHWAY NEAR THE MOUTHS OF THESE STREAMS TO A POINT NEAR THE
 QE2575'STATION, WHICH IS ON THE W END OF A FLAT-TOPPED HILL, ON A SMALL
 QE2575'HUMMOCK, WITH FAIRVIEW MOUNTAIN JUST VISIBLE TO THE E.  IT IS ON
 QE2575'THE FIRST HIGH RIDGE N OF ROCK CREEK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0940 ***********************************************************************
 OA0940  DESIGNATION -  ELK 2
 OA0940  PID         -  OA0940
 OA0940  STATE/COUNTY-  OR/CURRY
 OA0940  USGS QUAD   -  FOURTH OF JULY CREEK (1989)
 OA0940
 OA0940                         *CURRENT SURVEY CONTROL
 OA0940  ___________________________________________________________________
 OA0940* NAD 83(1991)-  42 01 50.54361(N)    124 07 24.70859(W)     ADJUSTED  
 OA0940* NAVD 88     -       516.     (meters)    1693.     (feet)  VERTCON   
 OA0940  ___________________________________________________________________
 OA0940  LAPLACE CORR-          11.00  (seconds)                    DEFLEC99
 OA0940  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 OA0940  HORZ ORDER  -  SECOND
 OA0940
 OA0940.The horizontal coordinates were established by classical geodetic methods
 OA0940.and adjusted by the National Geodetic Survey in October 1991.
 OA0940
 OA0940.The NAVD 88 height was computed by applying the VERTCON shift value to
 OA0940.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OA0940
 OA0940.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA0940
 OA0940.The geoid height was determined by GEOID03.
 OA0940
 OA0940;                    North         East     Units Scale Factor Converg.
 OA0940;SPC OR S     -    46,931.577 1,199,998.789   MT  1.00008990   -2 28 44.5
 OA0940;SPC OR S     -   153,974.99  3,937,003.90   iFT  1.00008990   -2 28 44.5
 OA0940;SPC CA 1     -   801,665.343 1,824,145.883   MT  1.00011288   -1 23 18.8
 OA0940;SPC CA 1     - 2,630,130.38  5,984,718.62   sFT  1.00011288   -1 23 18.8
 OA0940;UTM  10      - 4,653,796.113   406,996.023   MT  0.99970643   -0 45 08.2
 OA0940
 OA0940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA0940!SPC OR S     -   0.99992337  x   1.00008990  =   1.00001326
 OA0940!SPC CA 1     -   0.99992337  x   1.00011288  =   1.00003624
 OA0940!UTM  10      -   0.99992337  x   0.99970643  =   0.99962982
 OA0940
 OA0940:                Primary Azimuth Mark                     Grid Az
 OA0940:SPC OR S     -  PACKSADDLE LOOKOUT                       094 49 09.0
 OA0940:SPC CA 1     -  PACKSADDLE LOOKOUT                       093 43 43.3
 OA0940:UTM  10      -  PACKSADDLE LOOKOUT                       093 05 32.7
 OA0940
 OA0940|---------------------------------------------------------------------|
 OA0940| PID    Reference Object                     Distance      Geod. Az  |
 OA0940|                                                           dddmmss.s |
 OA0940| OA0938 PACKSADDLE LOOKOUT                  APPROX. 8.4 KM 0922024.5 |
 OA0940| CD8497 ELK 2 RM 1                            5.842 METERS 11406     |
 OA0940| CD8498 ELK 2 RM 2                            6.848 METERS 21700     |
 OA0940| OA0943 MT EMILY LOOKOUT TOWER              APPROX. 8.3 KM 3430457.8 |
 OA0940|---------------------------------------------------------------------|
 OA0940
 OA0940                          SUPERSEDED SURVEY CONTROL
 OA0940
 OA0940  NAD 83(1986)-  42 01 50.53302(N)    124 07 24.71167(W) AD(       ) 2
 OA0940  NAD 27      -  42 01 51.13800(N)    124 07 20.41800(W) AD(       ) 2
 OA0940  NGVD 29 (07/19/86)  515.     (m)         1690.     (f) VERT ANG    3  
 OA0940
 OA0940.Superseded values are not recommended for survey control.
 OA0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0940.See file dsdata.txt to determine how the superseded data were derived.
 OA0940
 OA0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM0699653796(NAD 83)
 OA0940_MARKER: Z = SEE DESCRIPTION
 OA0940_SETTING: 0 = UNSPECIFIED SETTING
 OA0940
 OA0940  HISTORY     - Date     Condition        Report By
 OA0940  HISTORY     - 1942     MONUMENTED       CGS
 OA0940  HISTORY     - 19861117 GOOD             USPSQD
 OA0940
 OA0940                          STATION DESCRIPTION
 OA0940
 OA0940'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JCS)
 OA0940'THE STATION IS LOCATED ON ELK MOUNTAIN, WHICH IS THE FIRST SUMMIT
 OA0940'AT THE S END OF ELK MOUNTAIN RIDGE.  IT IS ABOUT 7-1/2 MILES, AIR
 OA0940'LINE, NNE OF SMITH RIVER, 8 MILES ESE OF BROOKINGS, AND 2 MILES,
 OA0940'AIR LINE, NW OF THE WEST MOORE GUARD STATION.  THIS IS THE HIGHEST
 OA0940'POINT IN THE VICINITY.
 OA0940'
 OA0940'THE STATION MARK IS A BRONZE DISK CEMENTED ON THE TOP OF A 2-INCH
 OA0940'CAST-IRON SOIL PIPE WHICH PROJECTS 4 INCHES AND IS STAMPED ELK
 OA0940'2 1942.
 OA0940'
 OA0940'NO UNDERGROUND MARK WAS ESTABLISHED.
 OA0940'
 OA0940'REFERENCE MARK NO.1 IS ESE AND 10 INCHES LOWER THAN THE STATION
 OA0940'MARK.  IT IS A BRONZE DISK CEMENTED ON THE TOP OF A 2-INCH
 OA0940'CAST-IRON SOIL PIPE WHICH PROJECTS 4 INCHES AND IS STAMPED ELK
 OA0940'2 NO.1 1942.
 OA0940'
 OA0940'REFERENCE MARK NO.2 IS SW AND 8 INCHES LOWER THAN THE STATION
 OA0940'MARK.  IT IS A BRONZE DISK BRAZED ON THE TOP OF A 2-INCH CAST-IRON
 OA0940'SOIL PIPE WHICH PROJECTS 4 INCHES AND IS STAMPED ELK 2 NO.2 1942.
 OA0940'
 OA0940'TO REACH THE STATION FROM SMITH RIVER GO W AND NW ON U.S. HIGHWAY
 OA0940'101, 7.1 MILES TO THE STATE LINE.  CONTINUE ON THE HIGHWAY 0.5
 OA0940'MILE TO THE N SIDE OF THE WINCHUCK RIVER BRIDGE AND SIGN WINCHUCK
 OA0940'ROAD 8 WEST MOORE.  TURN RIGHT, E, GO 2.8 MILES TO FORKS.  KEEP
 OA0940'THE RIGHT FORK FOR 4.7 MILES TO TWO OLD BUILDINGS ON THE LEFT
 OA0940'AND A TRAIL SIGN ELK MTN TRAIL, CHETCO RIVER ROAD.  9 1/2, SHORT
 OA0940'RIDGE WAY 6, ELK MTN. SHELTER 5.  THIS IS THE END OF TRUCK
 OA0940'TRAVEL.  THE WEST MOORE GUARD STATION IS 0.1 MILE BEYOND THIS
 OA0940'POINT.  FOLLOW THE TRAIL WHICH IS WELL DEFINED FOR ABOUT 2
 OA0940'MILES TO A HILL WITH TREES ON THE NORTHERN SLOPE AND LOW BRUSH ON
 OA0940'THE S.  CONTINUE ABOUT 1/4 MILE TO A POINT WHERE THE TRAIL
 OA0940'PASSES INTO A LARGE DRAW AND CURVES BACK SHARPLY.  WORK WAY
 OA0940'SOUTHERLY THROUGH BRUSH AND DOWNFALL 200 YARDS TO THE TOP OF
 OA0940'THE HILL AND STATION.
 OA0940'
 OA0940'A 4-FOOT STAND WAS USED FOR OBSERVATIONS.
 OA0940
 OA0940                          STATION RECOVERY (1986)
 OA0940
 OA0940'RECOVERY NOTE BY US POWER SQUADRON 1986 (MC)
 OA0940'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA1066 ***********************************************************************
 RA1066  DESIGNATION -  ELK MTN LOT
 RA1066  PID         -  RA1066
 RA1066  STATE/COUNTY-  OR/WALLOWA
 RA1066  USGS QUAD   -  ELK MOUNTAIN (1990)
 RA1066
 RA1066                         *CURRENT SURVEY CONTROL
 RA1066  ___________________________________________________________________
 RA1066* NAD 83(1991)-  45 35 53.35634(N)    117 12 19.50195(W)     ADJUSTED  
 RA1066* NAVD 88     -              **(meters)            **(feet)            
 RA1066  ___________________________________________________________________
 RA1066  LAPLACE CORR-           3.81  (seconds)                    DEFLEC99
 RA1066  GEOID HEIGHT-         -16.34  (meters)                     GEOID03
 RA1066  HORZ ORDER  -  THIRD
 RA1066
 RA1066.The horizontal coordinates were established by classical geodetic methods
 RA1066.and adjusted by the National Geodetic Survey in October 1991.
 RA1066
 RA1066
 RA1066.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1066
 RA1066.The geoid height was determined by GEOID03.
 RA1066
 RA1066;                    North         East     Units Scale Factor Converg.
 RA1066;SPC OR N     -   219,872.575 2,756,959.305   MT  0.99992265   +2 20 11.3
 RA1066;SPC OR N     -   721,366.72  9,045,142.08   iFT  0.99992265   +2 20 11.3
 RA1066;UTM  11      - 5,049,421.800   483,979.320   MT  0.99960316   -0 08 48.3
 RA1066
 RA1066                          SUPERSEDED SURVEY CONTROL
 RA1066
 RA1066  NAD 83(1986)-  45 35 53.35608(N)    117 12 19.48994(W) AD(       ) 4
 RA1066
 RA1066.Superseded values are not recommended for survey control.
 RA1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1066.See file dsdata.txt to determine how the superseded data were derived.
 RA1066
 RA1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML8397949422(NAD 83)
 RA1066_MARKER: Z = SEE DESCRIPTION
 RA1066_SETTING: 0 = UNSPECIFIED SETTING
 RA1066_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RA1066
 RA1066  HISTORY     - Date     Condition        Report By
 RA1066  HISTORY     - 1954     MONUMENTED       USGS
 RA1066  HISTORY     - 1954     GOOD             USGS
 RA1066
 RA1066                          STATION DESCRIPTION
 RA1066
 RA1066'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 RA1066'NOT OCCUPIED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0879 ***********************************************************************
 QC0879  DESIGNATION -  ELKHORN
 QC0879  PID         -  QC0879
 QC0879  STATE/COUNTY-  OR/BAKER
 QC0879  USGS QUAD   -  ELKHORN PEAK (1984)
 QC0879
 QC0879                         *CURRENT SURVEY CONTROL
 QC0879  ___________________________________________________________________
 QC0879* NAD 83(1991)-  44 48 35.48981(N)    118 04 28.57873(W)     ADJUSTED  
 QC0879* NAVD 88     -      2724.6    (meters)    8939.     (feet)  VERTCON   
 QC0879  ___________________________________________________________________
 QC0879  LAPLACE CORR-          -7.03  (seconds)                    DEFLEC99
 QC0879  GEOID HEIGHT-         -16.71  (meters)                     GEOID03
 QC0879  HORZ ORDER  -  FIRST
 QC0879
 QC0879.The horizontal coordinates were established by classical geodetic methods
 QC0879.and adjusted by the National Geodetic Survey in October 1991.
 QC0879
 QC0879.The NAVD 88 height was computed by applying the VERTCON shift value to
 QC0879.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QC0879
 QC0879.The Laplace correction was computed from DEFLEC99 derived deflections.
 QC0879
 QC0879.The geoid height was determined by GEOID03.
 QC0879
 QC0879;                    North         East     Units Scale Factor Converg.
 QC0879;SPC OR N     -   129,912.692 2,691,820.843   MT  0.99991409   +1 43 12.2
 QC0879;SPC OR N     -   426,222.74  8,831,433.21   iFT  0.99991409   +1 43 12.2
 QC0879;UTM  11      - 4,962,390.051   415,024.975   MT  0.99968879   -0 45 26.6
 QC0879
 QC0879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QC0879!SPC OR N     -   0.99957561  x   0.99991409  =   0.99948974
 QC0879!UTM  11      -   0.99957561  x   0.99968879  =   0.99926454
 QC0879
 QC0879:                Primary Azimuth Mark                     Grid Az
 QC0879:SPC OR N     -  COYOTE POINT AIRWAY BEACON               043 52 14.7
 QC0879:UTM  11      -  COYOTE POINT AIRWAY BEACON               046 20 53.5
 QC0879
 QC0879|---------------------------------------------------------------------|
 QC0879| PID    Reference Object                     Distance      Geod. Az  |
 QC0879|                                                           dddmmss.s |
 QC0879| QB1257 COYOTE POINT AIRWAY BEACON          APPROX.18.2 KM 0453526.9 |
 QC0879| CD6485 ELKHORN AZ MK                                      0833300.8 |
 QC0879| CD6486 ELKHORN RM 1                          9.965 METERS 12748     |
 QC0879| CD6487 ELKHORN RM 2                          6.052 METERS 28640     |
 QC0879|---------------------------------------------------------------------|
 QC0879
 QC0879                          SUPERSEDED SURVEY CONTROL
 QC0879
 QC0879  NAD 83(1986)-  44 48 35.49327(N)    118 04 28.56667(W) AD(       ) 1
 QC0879  NAD 27      -  44 48 35.95200(N)    118 04 24.77500(W) AD(       ) 1
 QC0879  NGVD 29 (07/19/86) 2723.2    (m)         8934.     (f) VERT ANG    3  
 QC0879
 QC0879.Superseded values are not recommended for survey control.
 QC0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0879.See file dsdata.txt to determine how the superseded data were derived.
 QC0879
 QC0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK1502562390(NAD 83)
 QC0879
 QC0879  HISTORY     - Date     Condition        Report By
 QC0879  HISTORY     - 1946     MONUMENTED       USGS
 QC0879
 QC0879                          STATION DESCRIPTION
 QC0879
 QC0879'DESCRIBED BY US GEOLOGICAL SURVEY 1946 (DHK)
 QC0879'THE STATION IS ON ELKHORN PEAK, A HIGH PROMINENT PEAK ON THE CREST
 QC0879'OF THE ELKHORN RANGE, THE HIGHEST PEAK IN THE RANGE EXCEPT ROCK
 QC0879'CREEK BUTTE WHICH IS ABOUT 1.0 MILE NORTHWEST OF STATION.  ABOUT
 QC0879'12.5 MILES AIRLINE WEST OF BAKER.  ABOUT 1.0 MILE WEST AND ABOVE
 QC0879'GOODRICH LAKE WHICH IS BAKERS WATER SUPPLY.  ON THE HIGHEST POINT
 QC0879'WITH GRADUAL SLOPE IN EVERY DIRECTION.  A COPPER ROD SET IN
 QC0879'DRILL HOLE WITH A CROSS IN TOP, UNSTAMPED.
 QC0879'
 QC0879'REFERENCE MARK NO. 1 IS ABOUT 30 INCHES LOWER THAN STATION.  ON
 QC0879'EAST EDGE OF RIDGE, A BRONZE DISK SET FLUSH IN OUTCROPPING
 QC0879'BEDROCK, AND STAMPED--ELKHORN NO 1 1946.
 QC0879'
 QC0879'REFERENCE MARK NO. 2 IS ABOUT 1.0 FOOT LOWER THAN STATION, SET
 QC0879'FLUSH IN OUTCROPPING BEDROCK, AND STAMPED--ELKHORN NO 2 1946.
 QC0879'
 QC0879'THE AZIMUTH MARK IS SET IN THE CONCRETE DAM OF GOODRICH LAKE, 18
 QC0879'PACES SOUTHEAST OF NORTHWEST END, PROJECTS APPROX. 10 INCHES AND
 QC0879'IS STAMPED--ELKHORN 1946.
 QC0879'
 QC0879'TO REACH FROM POST OFFICE IN BAKER, GO NORTH AND WEST ON
 QC0879'U.S. HIGHWAY 30 FOR 2.1 MILES TO GRAVEL ROAD LEFT.  TURN LEFT (W)
 QC0879'AND GO 0.5 MILE TO RAILROAD.  CROSS RAILROAD AND CONTINUE FOR
 QC0879'6.8 MILES ALONG MAIN ROAD TO FORK.  TAKE RIGHT FORK AS PER
 QC0879'SIGN--POCAHONTAS PINE CREEK ROAD.  CONTINUE NORTH 1.3 MILE TO
 QC0879'ROAD AND SIGN--GOODRICH CREEK ROAD.  TURN LEFT (W) UP LANE FOR
 QC0879'1.5 MILE TO FORK AND WHITE POST ON RIGHT.  TURN LEFT, AND GO
 QC0879'0.5 MILE TO FORK.  TAKE RIGHT FORK (W) AND GO 1.3 MILE TO
 QC0879'FORK.  TURN SHARP RIGHT (N) AND GO 1.3 MILE TO A LOCKED GATE
 QC0879'(A KEY MAY BE OBTAINED FROM THE BAKER WATER DEPT.).  PASS THROUGH
 QC0879'GATE AND GO 0.3 MILE TO FORK.  TAKE RIGHT FORK, AND GO 2.1 MILES
 QC0879'TO A CABIN AND LAKE AND END OF TRUCK TRAVEL.  FROM HERE PACK
 QC0879'NORTH UP THE SIDE OF RIDGE TO SUMMIT, THEN WEST ALONG THE RIDGE TO
 QC0879'THE HIGHEST POINT AND STATION AS DESCRIBED.  A 2-3/4 HOUR PACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC1076 ***********************************************************************
 PC1076  DESIGNATION -  ELKTON
 PC1076  PID         -  PC1076
 PC1076  STATE/COUNTY-  OR/DOUGLAS
 PC1076  USGS QUAD   -  ELKTON (1990)
 PC1076
 PC1076                         *CURRENT SURVEY CONTROL
 PC1076  ___________________________________________________________________
 PC1076* NAD 83(1991)-  43 39 14.46668(N)    123 34 23.07994(W)     ADJUSTED  
 PC1076* NAVD 88     -       233.9    (meters)     767.     (feet)  VERTCON   
 PC1076  ___________________________________________________________________
 PC1076  LAPLACE CORR-           4.40  (seconds)                    DEFLEC99
 PC1076  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 PC1076  HORZ ORDER  -  SECOND
 PC1076
 PC1076.The horizontal coordinates were established by classical geodetic methods
 PC1076.and adjusted by the National Geodetic Survey in October 1991.
 PC1076
 PC1076.The NAVD 88 height was computed by applying the VERTCON shift value to
 PC1076.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PC1076
 PC1076.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC1076
 PC1076.The geoid height was determined by GEOID03.
 PC1076
 PC1076;                    North         East     Units Scale Factor Converg.
 PC1076;SPC OR S     -   225,311.122 1,252,165.217   MT  0.99993046   -2 06 08.8
 PC1076;SPC OR S     -   739,209.72  4,108,153.60   iFT  0.99993046   -2 06 08.8
 PC1076;UTM  10      - 4,833,606.146   453,787.812   MT  0.99962627   -0 23 44.2
 PC1076
 PC1076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC1076!SPC OR S     -   0.99996699  x   0.99993046  =   0.99989745
 PC1076!UTM  10      -   0.99996699  x   0.99962627  =   0.99959327
 PC1076
 PC1076|---------------------------------------------------------------------|
 PC1076| PID    Reference Object                     Distance      Geod. Az  |
 PC1076|                                                           dddmmss.s |
 PC1076| CD8512 ELKTON RM 3                          12.896 METERS 07159     |
 PC1076| CD8510 ELKTON RM 1                           9.144 METERS 08848     |
 PC1076| CD8509 ELKTON AZ MK                                       2633247.3 |
 PC1076| CD8511 ELKTON RM 2                           9.996 METERS 34236     |
 PC1076|---------------------------------------------------------------------|
 PC1076
 PC1076                          SUPERSEDED SURVEY CONTROL
 PC1076
 PC1076  NAD 83(1986)-  43 39 14.47135(N)    123 34 23.11143(W) AD(       ) 2
 PC1076  NAD 27      -  43 39 15.05155(N)    123 34 18.75737(W) AD(       ) 2
 PC1076  NGVD 29 (07/19/86)  232.8    (m)          764.     (f) VERT ANG    3  
 PC1076
 PC1076.Superseded values are not recommended for survey control.
 PC1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC1076.See file dsdata.txt to determine how the superseded data were derived.
 PC1076
 PC1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP5378833606(NAD 83)
 PC1076_MARKER: DS = TRIANGULATION STATION DISK
 PC1076_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PC1076_SP_SET: METAL PIPE IMBEDDED IN GROUND
 PC1076_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PC1076
 PC1076  HISTORY     - Date     Condition        Report By
 PC1076  HISTORY     - 1953     MONUMENTED       CGS
 PC1076  HISTORY     - 1966     GOOD             CGS
 PC1076  HISTORY     - 1971     GOOD             NGS
 PC1076  HISTORY     - 1972     GOOD             NGS
 PC1076
 PC1076                          STATION DESCRIPTION
 PC1076
 PC1076'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 PC1076'THE STATION IS 1.0 MILE NORTH OF ELKTON, ON THE SOUTH PART OF THE
 PC1076'HIGHEST RIDGE IN THE VICINITY.
 PC1076'
 PC1076'TO REACH THE STATION FROM THE POST OFFICE IN ELKTON, GO WEST
 PC1076'ON STATE ROUTE 38 FOR 1.3 MILES TO A SIDE ROAD RIGHT, TURN RIGHT
 PC1076'ON GRAVEL ROAD, AND GO 0.1 MILE TO A CROSSROAD, TURN RIGHT, AND
 PC1076'GO 0.05 MILE TO A GATE ON LEFT ON THE WEST SIDE OF A BARN, TURN
 PC1076'LEFT THROUGH GATE, AND GO 0.05 MILE TO A ROAD LEADING RIGHT UP
 PC1076'HILL, TURN RIGHT, AND GO 0.5 MILE, KEEPING OUT OF THE TIMBER ON
 PC1076'MAIN TRAVELED ROAD, TO WHERE THE ROAD SWINGS NORTH, HERE LEAVE
 PC1076'THE ROAD, AND GO NORTHEASTERLY ACROSS COUNTRY FOR 0.3 MILE TO
 PC1076'AN EAST-WEST FENCE, TURN RIGHT, AND FOLLOW FENCE EAST FOR 0.1
 PC1076'MILE TO A FENCE CORNER, AND THE END OF TRUCK TRAVEL, HERE
 PC1076'PACK EAST-NORTHEAST TO THE SUMMIT OF RIDGE, AND STATION SITE.
 PC1076'
 PC1076'THE STATION MARK STAMPED ELKTON 1953 IS A STANDARD DISK SET
 PC1076'IN THE TOP OF A 4-INCH IRON PIPE THAT PROJECTS 6 INCHES.  IT IS
 PC1076'130 FEET NORTH OF A FENCE, AND 6 FEET NORTH OF THE WITNESS POST.
 PC1076'
 PC1076'REFERENCE MARK NO. 1 STAMPED ELKTON NO 1 1953 IS A STANDARD
 PC1076'DISK SET IN THE TOP OF A 4-INCH IRON PIPE THAT PROJECTS 6 INCHES.
 PC1076'
 PC1076'REFERENCE MARK NO. 2 STAMPED ELKTON NO 2 1953 IS A STANDARD DISK
 PC1076'SET IN THE TOP OF A 4-INCH IRON PIPE THAT PROJECTS 6 INCHES.
 PC1076'
 PC1076'THE AZIMUTH MARK STAMPED ELKTON 1953 IS A STANDARD DISK SET IN
 PC1076'THE TOP OF A 4-INCH IRON PIPE THAT PROJECTS 4 INCHES.  IT IS 25
 PC1076'FEET SOUTH OF A FENCE, AND 2 FEET SOUTH OF THE WITNESS POST.
 PC1076
 PC1076                          STATION RECOVERY (1966)
 PC1076
 PC1076'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (HJS)
 PC1076'THE STATION AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION AS
 PC1076'DESCRIBED.  REFERENCE MARK 1 WAS FOUND LYING ON THE GROUND AND
 PC1076'REFERENCE MARK 2 APPEARS TO HAVE BEEN BUMPED.
 PC1076'
 PC1076'THE STATION IS 2.9 FEET SOUTH OF A STEEL WITNESS POST.
 PC1076
 PC1076                          STATION RECOVERY (1971)
 PC1076
 PC1076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RBM)
 PC1076'THE STATION WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARK 2 IS
 PC1076'STILL IN PLACE BUT HAD BEEN BUMPED.  REFERENCE MARK 1 HAS BEEN
 PC1076'DESTROYED.  THE IRON PIPE CONTAINING THE REFERENCE MARK HAD BEEN
 PC1076'PULLED OUT OF THE GROUND AND IS LAYING BESIDE THE STATION.  THE
 PC1076'AZIMUTH MARK WAS NOT SEARCHED FOR.  THE 1953 DESCRIPTION AND
 PC1076'TO REACH IS ADEQUATE FOR RECOVERY.
 PC1076'
 PC1076'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PC1076'1.0 MILE NORTH OF ELKTON.
 PC1076
 PC1076                          STATION RECOVERY (1972)
 PC1076
 PC1076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 PC1076'THE STATION MARK, AND AZIMUTH MARK WERE RECOVERED IN GOOD
 PC1076'CONDITION.  REFERENCE MARK NO. 2 HAS BEEN BUMPED, AND IS OUT OF
 PC1076'PLUMB, LEANING AWAY FROM THE STATION, BUT SOLID.  REFERENCE MARK
 PC1076'NO. 1 WAS FOUND UNEARTHED.  REFERENCE MARK NO. 3 WAS
 PC1076'ESTABLISHED.  LINE OF SIGHT WAS NOT CLEARED TO THE AZIMUTH
 PC1076'MARK.  ROADS AND LANDMARKS HAVE CHANGED.  A NEW AND COMPLETE
 PC1076'DESCRIPTION FOLLOWS.
 PC1076'
 PC1076'THE STATION IS 1 MILE NORTH-NORTHWEST OF ELKTON, IN THE
 PC1076'SOUTHEAST 1/4 SECTION 18, T 22S, R 7W, ON LAND OWNED BY THE
 PC1076'INTERNATIONAL PAPER COMPANY.  KEY TO THE LOCKED GATE MAY BE
 PC1076'OBTAINED FROM THE INTERNATIONAL PAPER COMPANY OFFICE AT GARDINER.
 PC1076'
 PC1076'TO REACH THE STATION FROM THE ELKTON POST OFFICE, GO WEST ON
 PC1076'STATE HIGHWAY 38 FOR 0.6 MILE TO A FORK, TAKE THE RIGHT FORK,
 PC1076'LEAVING THE HIGHWAY, AND GO NORTHWEST ON THE MACADAM ROAD FOR
 PC1076'0.8 MILE TO THE JUNCTION OF 4 ROADS, A CATTLE GUARD, AND LOCKED
 PC1076'GATE ON THE RIGHT, TURN RIGHT, PASS THRU THE LOCKED GATE, AND GO
 PC1076'NORTH ON THE GRAVELED DRIVEWAY FOR 1.8 MILES TO A SET OF RANCH
 PC1076'BUILDINGS.  PASS TO THE RIGHT OF THE HOUSE, BETWEEN TWO SHEDS
 PC1076'TO A GATE INTO A CORRAL JUST SOUTH OF THE BARN, PASS THRU THE
 PC1076'GATE, AND GO SOUTHEAST ON THE MAIN TRAVELED ROAD FOR 0.6 MILE
 PC1076'TO A GATE AT A T FENCE CORNER, PASS THRU THE GATE, AND
 PC1076'CONTINUE SOUTHEAST ON THE MAIN TRAVELED ROAD FOR 0.6 MILE
 PC1076'TO A GATE IN AN EAST-WEST FENCE LINE, PASS THRU THE GATE, AND
 PC1076'GO SOUTHWEST DOWN THRU A SMALL SADDLE, ON THE MAIN TRAVELED
 PC1076'ROAD, FOR 0.5 MILE TO A SUMMIT, AND GRASSY MEADOW ON THE LEFT,
 PC1076'TURN LEFT, LEAVING THE ROAD, AND GO SOUTHEAST ACROSS THE
 PC1076'MEADOW FOR 0.05 MILE TO THE STATION.
 PC1076'
 PC1076'THE STATION MARK, STAMPED ELKTON 1953, IS A STANDARD DISK SET
 PC1076'IN CONCRETE IN A 4-INCH PIPE THAT PROJECTS 4 INCHES, 250 FEET
 PC1076'NORTHEAST OF A T FENCE CORNER, 125 FEET NORTH OF AN EAST-WEST
 PC1076'FENCE LINE, AND 3 FEET SOUTH OF A METAL WITNESS POST.
 PC1076'
 PC1076'REFERENCE MARK NO. 2, STAMPED ELKTON NO 2 1953, IS A STANDARD
 PC1076'DISK SET IN CONCRETE IN A 4-INCH PIPE THAT PROJECTS 4 INCHES, 30
 PC1076'FEET NORTH OF THE WITNESS POST, AND LEVEL WITH THE STATION.
 PC1076'
 PC1076'REFERENCE MARK NO. 3, STAMPED ELKTON 1953 NO 3 1972, IS A
 PC1076'STANDARD DISK SET IN CONCRETE IN A 4-INCH PIPE THAT IS SET IN A
 PC1076'CONCRETE BASE, AND PROJECTS 6 INCHES, 43 FEET EAST OF THE
 PC1076'WITNESS POST, AND LEVEL WITH THE STATION.
 PC1076'
 PC1076'THE DISTANCE BETWEEN R.M. NO. 2, AND R.M. NO. 3 IS 53.54 FEET
 PC1076'OR 16.319 METERS.
 PC1076'
 PC1076'TO REACH THE AZIMUTH MARK FROM THE STATION HIKE WEST DOWN THRU
 PC1076'TWO SMALL SADDLES TO THE AZIMUTH MARK.
 PC1076'
 PC1076'THE AZIMUTH MARK, STAMPED ELKTON 1953, IS A STANDARD DISK SET
 PC1076'IN CONCRETE IN A 4-INCH PIPE THAT PROJECTS 4 INCHES, 25 FEET
 PC1076'SOUTH OF THE EAST-WEST FENCE LINE, AND 1 FOOT NORTH OF A METAL
 PC1076'WITNESS POST.
 PC1076'
 PC1076'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PC1076'1 MILE NORTH-NORTHWEST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2257 ***********************************************************************
 QE2257  DESIGNATION -  ELRUS
 QE2257  PID         -  QE2257
 QE2257  STATE/COUNTY-  OR/LANE
 QE2257  USGS QUAD   -  NOTI (1984)
 QE2257
 QE2257                         *CURRENT SURVEY CONTROL
 QE2257  ___________________________________________________________________
 QE2257* NAD 83(1991)-  44 02 49.30868(N)    123 25 22.01555(W)     ADJUSTED  
 QE2257* NAVD 88     -       126.6    (meters)     415.     (feet)  VERTCON   
 QE2257  ___________________________________________________________________
 QE2257  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 QE2257  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 QE2257  HORZ ORDER  -  SECOND
 QE2257
 QE2257.The horizontal coordinates were established by classical geodetic methods
 QE2257.and adjusted by the National Geodetic Survey in October 1991.
 QE2257
 QE2257.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE2257.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE2257
 QE2257.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2257
 QE2257.The geoid height was determined by GEOID03.
 QE2257
 QE2257;                    North         East     Units Scale Factor Converg.
 QE2257;SPC OR S     -   268,516.471 1,265,804.699   MT  1.00001229   -1 59 58.6
 QE2257;SPC OR S     -   880,959.55  4,152,902.56   iFT  1.00001229   -1 59 58.6
 QE2257;UTM  10      - 4,877,183.281   466,130.597   MT  0.99961411   -0 17 38.2
 QE2257
 QE2257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2257!SPC OR S     -   0.99998374  x   1.00001229  =   0.99999603
 QE2257!UTM  10      -   0.99998374  x   0.99961411  =   0.99959785
 QE2257
 QE2257:                Primary Azimuth Mark                     Grid Az
 QE2257:SPC OR S     -  TOM                                      084 19 11.1
 QE2257:UTM  10      -  TOM                                      082 36 50.7
 QE2257
 QE2257|---------------------------------------------------------------------|
 QE2257| PID    Reference Object                     Distance      Geod. Az  |
 QE2257|                                                           dddmmss.s |
 QE2257| QE2256 TOM                                 APPROX. 2.8 KM 0821912.5 |
 QE2257| QE2263 BRIDGE                              182.230 METERS 28107     |
 QE2257|---------------------------------------------------------------------|
 QE2257
 QE2257                          SUPERSEDED SURVEY CONTROL
 QE2257
 QE2257  NAD 83(1986)-  44 02 49.32349(N)    123 25 22.04613(W) AD(       ) 2
 QE2257  NAD 27      -  44 02 49.88003(N)    123 25 17.69118(W) AD(       ) 2
 QE2257  NGVD 29 (07/19/86)  125.5    (m)          412.     (f) VERT ANG    3  
 QE2257
 QE2257.Superseded values are not recommended for survey control.
 QE2257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2257.See file dsdata.txt to determine how the superseded data were derived.
 QE2257
 QE2257_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP6613177183(NAD 83)
 QE2257
 QE2257  HISTORY     - Date     Condition        Report By
 QE2257  HISTORY     - 1967     MONUMENTED       ORDT
 QE2257
 QE2257                          STATION DESCRIPTION
 QE2257
 QE2257'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1967 (JCL)
 QE2257'THE STATION IS 2 MILES SOUTHEAST OF NOTI ON THE SOUTH RIGHT-OF-WAY
 QE2257'OF THE RAILROAD.
 QE2257'
 QE2257'TO REACH THE STATION FROM THE NOTI POST OFFICE GO EAST ON
 QE2257'STATE HIGHWAY 126 FOR 1.5 MILES TO A SIDE ROAD RIGHT, TURN RIGHT
 QE2257'AND GO SOUTH ON THE GRAVELED ROAD FOR 0.2 MILE TO A T ROAD AND
 QE2257'FORK, TAKE EXTREME RIGHT FORK AND GO WEST FOR 0.05 MILE TO A SIDE
 QE2257'ROAD LEFT, TURN LEFT AND GO SOUTH AND EAST FOR 0.2 MILE TO THE
 QE2257'RAILROAD CROSSING AND THE END OF TRUCK TRAVEL.  PACK WEST ALONG
 QE2257'THE RAILROAD FOR 360 FEET TO THE STATION.
 QE2257'
 QE2257'THERE WERE NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1930 ***********************************************************************
 QE1930  DESIGNATION -  EMERALD
 QE1930  PID         -  QE1930
 QE1930  STATE/COUNTY-  OR/POLK
 QE1930  USGS QUAD   -  SALEM WEST (1986)
 QE1930
 QE1930                         *CURRENT SURVEY CONTROL
 QE1930  ___________________________________________________________________
 QE1930* NAD 83(1991)-  44 58 06.94096(N)    123 06 07.24437(W)     ADJUSTED  
 QE1930* NAVD 88     -       174.7    (meters)     573.     (feet)  VERTCON   
 QE1930  ___________________________________________________________________
 QE1930  LAPLACE CORR-          -8.43  (seconds)                    DEFLEC99
 QE1930  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 QE1930  HORZ ORDER  -  SECOND
 QE1930
 QE1930.The horizontal coordinates were established by classical geodetic methods
 QE1930.and adjusted by the National Geodetic Survey in October 1991.
 QE1930
 QE1930.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE1930.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE1930
 QE1930.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE1930
 QE1930.The geoid height was determined by GEOID03.
 QE1930
 QE1930;                    North         East     Units Scale Factor Converg.
 QE1930;SPC OR N     -   147,976.821 2,294,783.393   MT  0.99990065   -1 50 43.1
 QE1930;SPC OR N     -   485,488.26  7,528,816.91   iFT  0.99990065   -1 50 43.1
 QE1930;UTM  10      - 4,979,466.741   491,955.477   MT  0.99960080   -0 04 19.5
 QE1930
 QE1930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE1930!SPC OR N     -   0.99997616  x   0.99990065  =   0.99987681
 QE1930!UTM  10      -   0.99997616  x   0.99960080  =   0.99957697
 QE1930
 QE1930:                Primary Azimuth Mark                     Grid Az
 QE1930:SPC OR N     -  JOANN                                    102 46 15.6
 QE1930:UTM  10      -  JOANN                                    100 59 52.0
 QE1930
 QE1930|---------------------------------------------------------------------|
 QE1930| PID    Reference Object                     Distance      Geod. Az  |
 QE1930|                                                           dddmmss.s |
 QE1930| QE1929 JOANN                               APPROX. 1.1 KM 1005532.5 |
 QE1930|---------------------------------------------------------------------|
 QE1930
 QE1930                          SUPERSEDED SURVEY CONTROL
 QE1930
 QE1930  NAD 83(1986)-  44 58 06.96532(N)    123 06 07.25920(W) AD(       ) 2
 QE1930  NAD 27      -  44 58 07.53711(N)    123 06 02.90575(W) AD(       ) 2
 QE1930  NGVD 29 (07/19/86)  173.7    (m)          570.     (f) VERT ANG    3  
 QE1930
 QE1930.Superseded values are not recommended for survey control.
 QE1930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1930.See file dsdata.txt to determine how the superseded data were derived.
 QE1930
 QE1930_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ9195579467(NAD 83)
 QE1930_MARKER: Z = SEE DESCRIPTION
 QE1930_SETTING: 0 = UNSPECIFIED SETTING
 QE1930_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE1930
 QE1930  HISTORY     - Date     Condition        Report By
 QE1930  HISTORY     - 1972     MONUMENTED       OR1810
 QE1930  HISTORY     - 19961005 MARK NOT FOUND   USPSQD
 QE1930
 QE1930                          STATION DESCRIPTION
 QE1930
 QE1930'DESCRIBED BY CITY OF SALEM OREGON 1972 (LGH)
 QE1930'THE STATION IS ABOUT 4 MILES NORTHWEST OF SALEM IN THE NW 1/4
 QE1930'OF SEC. 18, T7S R3W.
 QE1930'
 QE1930'TO REACH THE STATION FROM THE INTERSECTION OF WALLACE ROAD AND
 QE1930'EDGEWATER STREET GO NORTHWESTERLY ON WALLACE ROAD 0.7 MILES TO
 QE1930'THE INTERSECTION OF WALLACE ROAD AND ORCHARD HEIGHTS ROAD AND GO
 QE1930'3.1 MILES TO THE INTERSECTION OF ORCHARD HEIGHTS ROAD AND
 QE1930'38TH. AVENUE, TURN RIGHT ON 38TH. AVENUE AND GO 0.1 MILES TO THE
 QE1930'INTERSECTION OF 38TH. AVENUE AND ECHO DRIVE, TURN RIGHT ON ECHO
 QE1930'DRIVE AND GO 0.1 MILES TO THE INTERSECTION OF ECHO DRIVE AND
 QE1930'37TH. AVENUE, TURN LEFT ON 37TH. AVENUE AND GO 0.3 MILES TO
 QE1930'THE INTERSECTION OF 37TH. AVENUE AND EMERALD DRIVE, TURN RIGHT
 QE1930'ON EMERALD DRIVE AND GO 0.1 MILES TO END OF GRAVEL.
 QE1930'
 QE1930'THE STATION MARK IS A CITY OF SALEM BRASS DISK STAMPED EMERALD
 QE1930'1972, SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE POST
 QE1930'AND IS ABOUT 1 INCH BELOW GROUND SURFACE.  THE STATION IS 38.7 FEET
 QE1930'SOUTH OF TWIN TREES, 49 FEET NORTH OF A 12 INCH WALNUT TREE, AND
 QE1930'3.6 FEET NORTH OF A METAL WITNESS POST.  THE UNDERGROUND MARK IS
 QE1930'ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THE UNDERGROUND MARK
 QE1930'IS AN ALUMINUM CAP ON AN IRON ROD SET IN A 6 INCH CYLINDRICAL
 QE1930'CONCRETE POST.
 QE1930'
 QE1930'HEIGHT OF LIGHT ABOVE STATION MARK 1.45 METERS.
 QE1930
 QE1930                          STATION RECOVERY (1996)
 QE1930
 QE1930'RECOVERY NOTE BY US POWER SQUADRON 1996
 QE1930'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2603 ***********************************************************************
 RC2603  DESIGNATION -  EMIGRANT
 RC2603  PID         -  RC2603
 RC2603  STATE/COUNTY-  OR/SHERMAN
 RC2603  USGS QUAD   -  QUINTON (1971)
 RC2603
 RC2603                         *CURRENT SURVEY CONTROL
 RC2603  ___________________________________________________________________
 RC2603* NAD 83(1991)-  45 39 52.31003(N)    120 33 40.78939(W)     ADJUSTED  
 RC2603* NAVD 88     -       347.6    (meters)    1140.     (feet)  VERTCON   
 RC2603  ___________________________________________________________________
 RC2603  LAPLACE CORR-          -4.10  (seconds)                    DEFLEC99
 RC2603  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 RC2603  HORZ ORDER  -  SECOND
 RC2603
 RC2603.The horizontal coordinates were established by classical geodetic methods
 RC2603.and adjusted by the National Geodetic Survey in October 1991.
 RC2603
 RC2603.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC2603.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC2603
 RC2603.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2603
 RC2603.The geoid height was determined by GEOID03.
 RC2603
 RC2603;                    North         East     Units Scale Factor Converg.
 RC2603;SPC OR N     -   222,011.142 2,495,220.842   MT  0.99993201   -0 02 36.6
 RC2603;SPC OR N     -   728,383.01  8,186,420.09   iFT  0.99993201   -0 02 36.6
 RC2603;SPC WA S     -    36,815.080   495,220.314   MT  1.00004253   -0 02 40.4
 RC2603;SPC WA S     -   120,784.14  1,624,735.31   sFT  1.00004253   -0 02 40.4
 RC2603;UTM  10      - 5,059,668.156   689,968.501   MT  1.00004370   +1 44 41.3
 RC2603
 RC2603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2603!SPC OR N     -   0.99994887  x   0.99993201  =   0.99988089
 RC2603!SPC WA S     -   0.99994887  x   1.00004253  =   0.99999140
 RC2603!UTM  10      -   0.99994887  x   1.00004370  =   0.99999257
 RC2603
 RC2603|---------------------------------------------------------------------|
 RC2603| PID    Reference Object                     Distance      Geod. Az  |
 RC2603|                                                           dddmmss.s |
 RC2603| CF5229 EMIGRANT RM 2                        12.813 METERS 00022     |
 RC2603| CF5228 EMIGRANT RM 1                        14.553 METERS 18011     |
 RC2603| CF5227 EMIGRANT AZ MK                                     2490426.9 |
 RC2603|---------------------------------------------------------------------|
 RC2603
 RC2603                          SUPERSEDED SURVEY CONTROL
 RC2603
 RC2603  NAD 83(1986)-  45 39 52.32067(N)    120 33 40.78304(W) AD(       ) 2
 RC2603  NAD 27      -  45 39 52.86500(N)    120 33 36.59000(W) AD(       ) 2
 RC2603  NGVD 29 (07/19/86)  346.6    (m)         1137.     (f) VERT ANG    3  
 RC2603
 RC2603.Superseded values are not recommended for survey control.
 RC2603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2603.See file dsdata.txt to determine how the superseded data were derived.
 RC2603
 RC2603_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR8996959668(NAD 83)
 RC2603_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RC2603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC2603
 RC2603  HISTORY     - Date     Condition        Report By
 RC2603  HISTORY     - 1946     MONUMENTED       CGS
 RC2603  HISTORY     - 1968     SEE DESCRIPTION  CGS
 RC2603  HISTORY     - 1974     SEE DESCRIPTION  NGS
 RC2603
 RC2603                          STATION DESCRIPTION
 RC2603
 RC2603'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JCT)
 RC2603'THE STATION IS LOCATED ABOUT 8-3/4 MILES AIRLINE EAST SOUTHEAST
 RC2603'OF RUFUS, ABOUT 3/4 MILE SOUTH OF THE JOHN DAY RIVER AT ITS
 RC2603'NEAREST POINT, 8-1/2 MILES AIRLINE NORTHEAST OF WASCO AND 18 MILES
 RC2603'AIRLINE WEST-SOUTHWEST OF ARLINGTON.  IT IS ON TOP OF A LOW HILL
 RC2603'WHICH IS UNDER CULTIVATION, ABOUT MIDWAY BETWEEN BIGLOW AND
 RC2603'EMIGRANT CANYONS.  IT IS ON THE EAST SIDE OF A FENCE LINE, 521
 RC2603'FEET NORTH OF A FENCE CORNER, STAMPED EMIGRANT 1946 AND
 RC2603'PROJECTS ABOUT 3 INCHES.
 RC2603'
 RC2603'REFERENCE MARK NO. 1 IS SOUTH OF THE STATION, ON THE EAST SIDE
 RC2603'OF THE FENCE, STAMPED EMIGRANT NO 1 1946 AND PROJECTS ABOUT
 RC2603'2 INCHES.
 RC2603'
 RC2603'REFERENCE MARK NO. 2 IS NORTH OF THE STATION, ON THE EAST SIDE
 RC2603'OF THE FENCE, STAMPED EMIGRANT NO 2 1946 AND PROJECTS ABOUT
 RC2603'2 INCHES.
 RC2603'
 RC2603'THE AZIMUTH MARK IS ABOUT 0.4 MILE WEST SOUTHWEST OF THE STATION,
 RC2603'ON THE NORTH SIDE OF A FENCE LINE, 6 FEET SOUTH OF THE CENTER
 RC2603'OF A FIELD ROAD AND 0.35 MILE WEST OF THE FENCE CORNER 521 FEET
 RC2603'SOUTH OF THE STATION.  IT IS STAMPED EMIGRANT 1946 AND PROJECTS
 RC2603'ABOUT 3 INCHES.
 RC2603'
 RC2603'TO REACH THE STATION FROM RUFUS FOLLOW ROAD LEADING SOUTHERLY
 RC2603'UP SCOTT CANYON FOR 0.4 MILE TO A FORK, TAKE THE LEFT FORK AND
 RC2603'CONTINUE 0.2 MILE TO ANOTHER FORK.  TAKE LEFT FORK AS PER SIGN
 RC2603'SCOTT CANYON AND FOLLOW 2.15 MILES TO A FORK.  TAKE RIGHT FORK
 RC2603'AS PER SIGN KLONDIKE AND GO 0.45 MILE TO A FORK, TAKE LEFT FORK
 RC2603'AS PER SIGN KLONDIKE AND FOLLOW MAIN ROAD FOR 3.8 MILES TO A
 RC2603'CROSS ROAD.  KEEP STRAIGHT AHEAD AS PER SIGN BIGLOW CANYON AND GO
 RC2603'1.05 MILES TO POINT WHERE MAIN ROAD TURNS LEFT AND ANOTHER ROAD
 RC2603'CONTINUES STRAIGHT AHEAD.  HERE TURN LEFT AND GO 1.05
 RC2603'MILE TO WHERE MAIN ROAD TURNS RIGHT AND BIGLOW CANYON ROAD
 RC2603'CONTINUES STRAIGHT AHEAD.  FOLLOW ROAD STRAIGHT AHEAD DOWN
 RC2603'CANYON FOR 1.25 MILES TO A CATTLE GUARD AND FORK.  TAKE RIGHT
 RC2603'FORK UP HILL FOR 0.25 MILE TO OLD FARM BUILDINGS.  PASS TO THE
 RC2603'RIGHT OF BARN AND FOLLOW TRACK ROAD 0.1 MILE TO FENCE
 RC2603'CORNER, TURN RIGHT ALONG FENCE AND GO 0.1 MILE TO A BOARD
 RC2603'GATE AND FENCE CORNER.  TURN LEFT (DO NOT PASS THROUGH GATE)
 RC2603'AND FOLLOW ALONG FENCE FOR 0.75 MILE TO A WIRE GATE AT A
 RC2603'FENCE CORNER.  PASS THROUGH GATE, TURN LEFT AND FOLLOW FENCE
 RC2603'LINE ABOUT 0.1 MILE TO CREST OF HILL AND STATION AS
 RC2603'DESCRIBED.
 RC2603'
 RC2603'SUBSTITUTE STATION, P.P. 104V-120A, IS INTERSECTION OF FENCE
 RC2603'LINES BESIDE WIRE GATE 520.83 FEET SOUTH OF STATION.
 RC2603
 RC2603                          STATION RECOVERY (1968)
 RC2603
 RC2603'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RBM)
 RC2603'LOCATED ABOUT 9 MILES EAST-SOUTHEAST OF RUFUS, ABOUT 8-1/2 MILES
 RC2603'NORTHEAST OF WASCO, ABOUT 3/4 MILE SOUTH OF THE JOHN DAY RIVER,
 RC2603'NEAR THE SUMMIT OF A GENTLE ROLLING, BARE CULTIVATED HILL AND
 RC2603'IN A NORTH-SOUTH WIRE FENCE LINE.
 RC2603'
 RC2603'THE STATION IS A STANDARD DISK STAMPED EMIGRANT 1946 SET IN THE
 RC2603'TOP OF A 12 INCH SQUARE CONCRETE MONUMENT, 3 INCHES BELOW THE
 RC2603'SURFACE OF THE GROUND, 521 FEET NORTH OF A FENCE CORNER, 2.1
 RC2603'FEET NORTH OF A STEEL PICKET WITNESS POST AND 0.2 FEET EAST OF
 RC2603'THE WIRE FENCE.
 RC2603'
 RC2603'REFERENCE MARK 1 IS A STANDARD DISK STAMPED EMIGRANT NO 1 1946
 RC2603'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT, FLUSH WITH
 RC2603'THE SURFACE OF THE GROUND AND IN THE FENCE LINE SOUTH OF THE
 RC2603'STATION.
 RC2603'
 RC2603'REFERENCE MARK 2 IS A STANDARD DISK STAMPED EMIGRANT NO 2 1946
 RC2603'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT, FLUSH WITH
 RC2603'THE SURFACE OF THE GROUND AND IN THE FENCE LINE NORTH OF THE
 RC2603'STATION.
 RC2603'
 RC2603'THE AZIMUTH MARK IS A STANDARD DISK STAMPED EMIGRANT 1946 SET
 RC2603'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT 2 INCHES BELOW THE
 RC2603'SURFACE OF THE GROUND.  IT IS ABOUT 0.4 MILE WEST-SOUTHWEST OF
 RC2603'THE STATION, IN A EAST-WEST FENCE LINE AND 0.9 FEET EAST OF A
 RC2603'STEEL PICKET WITNESS POST.  TO REACH THE AZIMUTH MARK FROM THE
 RC2603'STATION GO SOUTH ALONG THE FENCE FOR 0.1 MILE TO A FENCE CORNER,
 RC2603'TURN RIGHT (WEST) AND GO 0.35 MILE ALONG A EAST-WEST FENCE TO
 RC2603'THE MARK.
 RC2603'
 RC2603'TO REACH THE STATION FROM THE POST OFFICE IN RUFUS (MAIN
 RC2603'STREET AND FIRST STREET), GO SOUTH ALONG MAIN STREET (SCOTT
 RC2603'CANYON ROAD) FOR 3.3 MILES, TURN LEFT ON A GRAVEL ROAD, GO 4.1
 RC2603'MILES TO A CROSSROADS, CONTINUE AHEAD FOR 2.3 MILES TO A ROAD
 RC2603'FORK, CONTINUE AHEAD (EAST) ON BIGLOW CANYON ROAD FOR 1.4 MILES
 RC2603'TO A GATE AND ROAD FORK, PASS THROUGH THE GATE AND TAKE THE
 RC2603'RIGHT FORK (UPHILL) FOR 0.2 MILE TO A FENCE CORNER, TURN SHARP
 RC2603'RIGHT (SOUTH) ALONG THE WEST SIDE OF A NORTH-SOUTH FENCE, GO
 RC2603'0.1 MILE TO A GATE, PASS THROUGH THE GATE, TURN LEFT (EAST),
 RC2603'GO 0.9 MILE ALONG A EAST-WEST FENCE TO A FENCE CORNER, PACK
 RC2603'NORTH ALONG A NORTH-SOUTH FENCE FOR 0.1 MILE TO THE STATION.
 RC2603'
 RC2603'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RC2603'9 MILES EAST-SOUTHEAST OF RUFUS.
 RC2603
 RC2603                          STATION RECOVERY (1974)
 RC2603
 RC2603'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 RC2603'THE STATION MARK, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK
 RC2603'WAS RECOVERED IN GOOD CONDITION.  THE RECOVERY NOTE SUBMITTED BY
 RC2603'R. B. MELBY, DATED 1968, IS CORRECT, AND ADEQUATE.  THE STATION
 RC2603'MARK, AND BOTH REFERENCE MARKS ARE IN A NORTH-SOUTH FENCE LINE
 RC2603'THAT HAS RECENTLY BEEN REPAIRED, AND NO EFFORT WAS MADE TO LOWER
 RC2603'THE FENCE TO VERIFY THE DISTANCE AND ANGLE TO THE REFERENCE MARKS.
 RC2603'
 RC2603'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RC2603'9 MILES ESE OF RUFUS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0711 ***********************************************************************
 PA0711  DESIGNATION -  EMIGRANT BUTTE LOT RESET
 PA0711  PID         -  PA0711
 PA0711  STATE/COUNTY-  OR/HARNEY
 PA0711  USGS QUAD   -  BEAR CANYON BUTTE (1992)
 PA0711
 PA0711                         *CURRENT SURVEY CONTROL
 PA0711  ___________________________________________________________________
 PA0711* NAD 83(1991)-  43 45 31.29061(N)    119 27 16.71085(W)     ADJUSTED  
 PA0711* NAVD 88     -      1644.     (meters)    5394.     (feet)  SCALED    
 PA0711  ___________________________________________________________________
 PA0711  LAPLACE CORR-           2.16  (seconds)                    DEFLEC99
 PA0711  GEOID HEIGHT-         -18.84  (meters)                     GEOID03
 PA0711  HORZ ORDER  -  SECOND
 PA0711
 PA0711.The horizontal coordinates were established by classical geodetic methods
 PA0711.and adjusted by the National Geodetic Survey in October 1991.
 PA0711
 PA0711.The orthometric height was scaled from a topographic map.
 PA0711
 PA0711.The Laplace correction was computed from DEFLEC99 derived deflections.
 PA0711
 PA0711.The geoid height was determined by GEOID03.
 PA0711
 PA0711;                    North         East     Units Scale Factor Converg.
 PA0711;SPC OR S     -   232,918.066 1,584,176.668   MT  0.99994763   +0 42 54.6
 PA0711;SPC OR S     -   764,166.88  5,197,430.01   iFT  0.99994763   +0 42 54.6
 PA0711;UTM  11      - 4,848,000.188   302,402.693   MT  1.00008027   -1 41 53.6
 PA0711
 PA0711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PA0711!SPC OR S     -   0.99974518  x   0.99994763  =   0.99969282
 PA0711!UTM  11      -   0.99974518  x   1.00008027  =   0.99982543
 PA0711
 PA0711|---------------------------------------------------------------------|
 PA0711| PID    Reference Object                     Distance      Geod. Az  |
 PA0711|                                                           dddmmss.s |
 PA0711| CD6488 EMIGRANT BUTTE LOT RM 1               5.102 METERS 23420     |
 PA0711| CD6489 EMIGRANT BUTTE LOT RM 2               3.854 METERS 31428     |
 PA0711| PA0713 SNOW=SNOW MTN LOH                   APPROX.23.8 KM 3515426.7 |
 PA0711|---------------------------------------------------------------------|
 PA0711
 PA0711                          SUPERSEDED SURVEY CONTROL
 PA0711
 PA0711  NAD 83(1986)-  43 45 31.29513(N)    119 27 16.70773(W) AD(       ) 2
 PA0711  NAD 27      -  43 45 31.77000(N)    119 27 12.87000(W) AD(       ) 2
 PA0711
 PA0711.Superseded values are not recommended for survey control.
 PA0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0711.See file dsdata.txt to determine how the superseded data were derived.
 PA0711
 PA0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ0240348000(NAD 83)
 PA0711_MARKER: DS = TRIANGULATION STATION DISK
 PA0711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0711_MAGNETIC: N = NO MAGNETIC MATERIAL
 PA0711
 PA0711  HISTORY     - Date     Condition        Report By
 PA0711  HISTORY     - 1980     MONUMENTED       NGS
 PA0711
 PA0711                          STATION DESCRIPTION
 PA0711
 PA0711'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 PA0711'THE LOOKOUT TOWER HAS BEEN DISMANTLED.  THE TOP OF THE 6 INCH IN
 PA0711'DIAMETER CONCRETE MONUMENT THAT CONTAINED THE USFS DISK WAS BROKEN
 PA0711'OFF.  THE CENTER OF THE CONCRETE MONUMENT WAS DETERMINED
 PA0711'AND THEN WAS DUG OUT TO LOOK FOR AN UNDERGROUND MARK.  NONE
 PA0711'WAS FOUND.  AN UNDERGROUND MARK AND A NEW SURFACE MARK WAS ESTABLISHED
 PA0711'AT THIS TIME.  TWO REFERENCE MARKS WERE ALSO ESTABLISHED.
 PA0711'
 PA0711'THE STATION IS LOCATED ON EMIGRANT BUTTE, ABOUT 24 MILES NORTHWEST OF
 PA0711'BURNS, AND ABOUT 7 MILES NORTHEAST OF DRY MOUNTAIN.
 PA0711'
 PA0711'TO REACH THE STATION FROM THE POST OFFICE IN HINES GO SOUTHEAST 0.05
 PA0711'MILE ON FRONTAGE ROAD TO WHERE IT INTERSECTS HIGHWAY 395, GO SOUTH ON
 PA0711'395 FOR 1.0 MILE TURN RIGHT ON FOREST SERVICE ROAD 47 AND GO 11.5
 PA0711'MILES A ROAD FORK TAKE LEFT FORK, ROAD NUMBER 41, AND GO 12.3 MILES
 PA0711'TO THE END OF PAVEMENT, CONTINUE ON ROAD 41 FOR 3.9 MILES TO A
 PA0711'CROSSROADS.  TURN RIGHT, UPHILL 0.3 MILE TO THE TOP OF THE HILL AND
 PA0711'THE STATION, IN THE CENTER OF 4 CONCRETE FOUNDATIONS.
 PA0711'
 PA0711'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
 PA0711'---EMIGRANT BUTTE LOT 1933 1980---SET INTO THE TOP OF A SQUARE
 PA0711'CONCRETE MONUMENT 30 CM (12 INCHES) ON SIDE PROJECTING 3 CM (1 INCH)
 PA0711'ABOVE THE GROUND LOCATED 17.7 METERS (58 FEET) NW FROM A TRACK ROAD,
 PA0711'8.8 METERS (29 FEET) SW FROM A 15 INCH IN DIAMETER PINE TREE, 3.4
 PA0711'METERS (11 FEET) SW FROM THE NORTHEAST CONCRETE BASE OF THE NE LEG OF
 PA0711'THE OLD LOT, AND 0.58 METER (1.9 FEET) S FROM A METAL WITNESS POST.
 PA0711'
 PA0711'THE UNDERGROUND MARK IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 PA0711'STAMPED---EMIGRANT BUTTE LOT 1933 1980---SET INTO AN IRREGULAR MASS
 PA0711'OF CONCRETE 0.9 METER (3 FEET) BELOW THE SURFACE.
 PA0711'
 PA0711'REFERENCE MARK NO. 1 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 PA0711'STAMPED---EMIGRANT BUTTE LOT 1933 NO 1 1980---SET INTO ROCK OUTCROP
 PA0711'LOCATED 5.55 METERS (18.2 FEET) SW FROM A METAL WITNESS POST, 1.10
 PA0711'METERS (3.6 FEET) W FROM THE SOUTHWEST FOUNDATION OF THE OLD LOT, AND
 PA0711'1/2 FOOT LOWER THAN THE STATION.
 PA0711'
 PA0711'REFERENCE MARK NO. 2 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 PA0711'STAMPED---EMIGRANT BUTTE LOT 1933 NO 2 1980---SET INTO THE TOP OF A
 PA0711'SQUARE CONCRETE MONUMENT 51 CM (20 INCHES) ON SIDE PROJECTING 38 CM
 PA0711'(15 INCHES) ABOVE THE GROUND LOCATED 9.60 METERS (31.5 FEET) WSW FROM
 PA0711'A 15 INCH IN DIAMETER PINE TREE, 3.66 METERS (12.0 FEET) NW FROM A
 PA0711'METAL WITNESS POST, AND 0.3 METER (1 FOOT) HIGHER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB1319 ***********************************************************************
 RB1319  DESIGNATION -  EMILY
 RB1319  PID         -  RB1319
 RB1319  STATE/COUNTY-  OR/UNION
 RB1319  USGS QUAD   -  SUMMERVILLE (1996)
 RB1319
 RB1319                         *CURRENT SURVEY CONTROL
 RB1319  ___________________________________________________________________
 RB1319* NAD 83(1991)-  45 26 05.25061(N)    118 05 41.34827(W)     ADJUSTED  
 RB1319* NAVD 88     -      1849.2    (meters)    6067.     (feet)  VERTCON   
 RB1319  ___________________________________________________________________
 RB1319  LAPLACE CORR-          -4.98  (seconds)                    DEFLEC99
 RB1319  GEOID HEIGHT-         -17.93  (meters)                     GEOID03
 RB1319  HORZ ORDER  -  FIRST
 RB1319
 RB1319.The horizontal coordinates were established by classical geodetic methods
 RB1319.and adjusted by the National Geodetic Survey in October 1991.
 RB1319
 RB1319.The NAVD 88 height was computed by applying the VERTCON shift value to
 RB1319.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RB1319
 RB1319.The Laplace correction was computed from DEFLEC99 derived deflections.
 RB1319
 RB1319.The geoid height was determined by GEOID03.
 RB1319
 RB1319;                    North         East     Units Scale Factor Converg.
 RB1319;SPC OR N     -   199,278.642 2,688,155.553   MT  0.99990534   +1 42 20.6
 RB1319;SPC OR N     -   653,801.32  8,819,407.98   iFT  0.99990534   +1 42 20.6
 RB1319;UTM  11      - 5,031,835.036   414,366.690   MT  0.99969016   -0 46 48.2
 RB1319
 RB1319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RB1319!SPC OR N     -   0.99971298  x   0.99990534  =   0.99961835
 RB1319!UTM  11      -   0.99971298  x   0.99969016  =   0.99940323
 RB1319
 RB1319:                Primary Azimuth Mark                     Grid Az
 RB1319:SPC OR N     -  MT EMILY LOOKOUT TOWER                   035 23 38.8
 RB1319:UTM  11      -  MT EMILY LOOKOUT TOWER                   037 52 47.6
 RB1319
 RB1319|---------------------------------------------------------------------|
 RB1319| PID    Reference Object                     Distance      Geod. Az  |
 RB1319|                                                           dddmmss.s |
 RB1319| RB1316 MT EMILY LOOKOUT TOWER              418.913 METERS 0370559.4 |
 RB1319| CF5231 EMILY RM 1                           28.390 METERS 05432     |
 RB1319| CF5232 EMILY RM 2                           23.549 METERS 12217     |
 RB1319| RB1318 STATE F S LOT NW COR                 34.400 METERS 12701     |
 RB1319| CF5230 EMILY AZ MK                                        1585945.8 |
 RB1319|---------------------------------------------------------------------|
 RB1319
 RB1319                          SUPERSEDED SURVEY CONTROL
 RB1319
 RB1319  NAD 83(1986)-  45 26 05.24993(N)    118 05 41.33645(W) AD(       ) 1
 RB1319  NAD 27      -  45 26 05.77414(N)    118 05 37.53585(W) AD(       ) 1
 RB1319  NGVD 29 (07/19/86) 1848.0    (m)         6063.     (f) VERT ANG    3  
 RB1319
 RB1319.Superseded values are not recommended for survey control.
 RB1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1319.See file dsdata.txt to determine how the superseded data were derived.
 RB1319
 RB1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML1436731835(NAD 83)
 RB1319_MARKER: DS = TRIANGULATION STATION DISK
 RB1319_SETTING: 66 = SET IN ROCK OUTCROP
 RB1319_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 RB1319_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RB1319+STABILITY: POSITION/ELEVATION WELL
 RB1319
 RB1319  HISTORY     - Date     Condition        Report By
 RB1319  HISTORY     - 1916     MONUMENTED       CGS
 RB1319  HISTORY     - 1934     GOOD             USFS
 RB1319  HISTORY     - 1934     GOOD             ORDT
 RB1319  HISTORY     - 1946     GOOD             CGS
 RB1319  HISTORY     - 1963     GOOD             CGS
 RB1319  HISTORY     - 1978     GOOD             BPA
 RB1319
 RB1319                          STATION DESCRIPTION
 RB1319
 RB1319'DESCRIBED BY COAST AND GEODETIC SURVEY 1916 (CVH)
 RB1319'ABOUT 7 MILES DIRECT AND 12 MILES BY ROAD AND TRAIL N OF LA GRANDE,
 RB1319'ON THE HIGHEST BALD POINT AT THE EDGE OF THE TIMBER AT THE S END
 RB1319'OF THE LONG RIDGE KNOWN LOCALLY AS MOUNT EMILY.  THE STATION IS
 RB1319'EASILY LOCATED BY THE FOREST SERVICE LOOKOUT TOWER, WHICH IS
 RB1319'USED AS A WITNESS MARK.  THE STATION IS MARKED BY A BRONZE
 RB1319'TABLET IN ROCK AND SURROUNDED BY A TRIANGLE CHISELED IN THE ROCK
 RB1319'AS DESCRIBED.  THE REFERENCE MARK A BRONZE TABLET
 RB1319'WITH THE ARROW POINTING TOWARD THE STATION AND SET IN CONCRETE
 RB1319'IN A DEPRESSION IN A BOULDER AS DESCRIBED, IS
 RB1319'28.41 METERS (93.2 FEET) FROM THE STATION.
 RB1319'THE NW CORNER POST OF THE STATE FOREST SERVICE LOOKOUT
 RB1319'TOWER IS 34.4 METERS (113 FEET) FROM THE STATION.
 RB1319'THE U.S.G.S. STATION OF THE SAME NAME IS ON MOUNT
 RB1319'HARRIS ABOUT 10 MILES E OF THIS STATION.
 RB1319
 RB1319                          STATION RECOVERY (1934)
 RB1319
 RB1319'RECOVERY NOTE BY US FOREST SERVICE 1934
 RB1319'THE STATION IS DESCRIBED ABOVE.  IN 1934 THE STATION WAS REPORTED
 RB1319'IN GOOD CONDITION.  THE DESCRIPTION SHOULD BE AMENDED AS
 RB1319'FOLLOWS--THE LOOKOUT TOWER HAS BEEN REMOVED AND IS NO LONGER A
 RB1319'REFERENCE MARK.  A NEW STEEL LOOKOUT TOWER HAS BEEN BUILT ABOUT
 RB1319'1000 FEET TO THE NE, BUT THIS REFERENCE IS ONLY APPROXIMATE.  IT
 RB1319'IS NOW POSSIBLE TO DRIVE DIRECTLY FROM LA GRANDE TO THE LOOKOUT
 RB1319'TOWER, DISTANCE 14 MILES.  THE STATION IS EASILY LOCATED FROM
 RB1319'THE TOWER.
 RB1319
 RB1319                          STATION RECOVERY (1934)
 RB1319
 RB1319'RECOVERY NOTE BY OREGON DEPARTMENT OF TRANSPORTATION 1934
 RB1319'THE LOOKOUT TOWER GIVEN AS A WITNESS TO THIS STATION HAS BEEN
 RB1319'MOVED.  THE STATION IS APPROXIMATELY 1/4 MILE S OF THE NEW LOOKOUT
 RB1319'TOWER ON MOUNT EMILY.  STATION AND REFERENCE MARKS IN GOOD
 RB1319'CONDITION.
 RB1319
 RB1319                          STATION RECOVERY (1946)
 RB1319
 RB1319'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (JTJ)
 RB1319'THE STATION AND THE REFERENCE MARK WERE RECOVERED AS
 RB1319'DESCRIBED.  THERE WAS NO STAMPING ON THE MARKS.  THE STATION
 RB1319'MARK IS NOW STAMPED EMILY 1916 AND THE REFERENCE MARK IS NOW
 RB1319'STAMPED EMILY NO 1 1916.  THE LOOKOUT TOWER USED AS A REFERENCE
 RB1319'HAS BEEN DESTROYED.  A NEW, STEEL LOOKOUT TOWER HAS BEEN ERECTED
 RB1319'ABOUT 1/4 MILE NORTHEAST FROM THE STATION WHICH IS ON THE
 RB1319'HIGHEST POINT OF MT. EMILY.  AN ADDITIONAL REFERENCE MARK (NO.
 RB1319'2) AND AN AZIMUTH MARK WERE ESTABLISHED.  FOLLOWING IS A
 RB1319'COMPLETE DESCRIPTION.
 RB1319'
 RB1319'THE STATION IS LOCATED 7 MILES NORTH FROM LA GRANDE, 6 MILES
 RB1319'WEST-SOUTHWEST FROM IMBLER AND 1/4 MILE SOUTHWEST FROM THE
 RB1319'MT. EMILY LOOKOUT TOWER.  IT IS SITUATED ON THE HIGHEST BALD
 RB1319'POINT AT THE SOUTH EDGE OF THE TIMBER AND ON THE SOUTH END OF
 RB1319'THE HIGHEST PORTION OF MT. EMILY AND 134.5 FEET NORTHWEST FROM
 RB1319'A POLE TARGET SET IN A CRIBBED CAIRN.  THE DISK IS STAMPED EMILY
 RB1319'1916 AND IT IS FLUSH WITH THE SURFACE OF THE GROUND.
 RB1319'
 RB1319'REFERENCE MARK NO. 1 IS NORTHEAST FROM THE STATION.  THE DISK
 RB1319'IS STAMPED EMILY NO 1 1916 AND IT PROJECTS 2 FEET.
 RB1319'
 RB1319'REFERENCE MARK NO. 2 IS SOUTHEAST FROM THE STATION AND ABOUT 3
 RB1319'FEET BELOW IT.  THE DISK IS STAMPED EMILY NO 2 1946 AND IT PROJECTS
 RB1319'3 FEET.
 RB1319'
 RB1319'THE AZIMUTH MARK IS APPROXIMATELY 0.5 MILE SOUTHEAST FROM THE
 RB1319'STATION AND ABOUT 100 FEET BELOW IT.  IT IS SITUATED ON THE
 RB1319'MOST PROMINENT ROCKY POINT IN THE VICINITY.  THE DISK IS STAMPED
 RB1319'EMILY 1946 AND IT IS FLUSH WITH THE SURFACE OF THE GROUND.  TO
 RB1319'REACH FROM THE STATION, PROCEED ON FOOT, SOUTHEASTERLY, FOR ABOUT
 RB1319'1/2 MILE TO THE ROCKY POINT AND THE MARK.
 RB1319'
 RB1319'TO REACH THE STATION FROM THE POST OFFICE IN LA GRANDE, GO WEST
 RB1319'ON U.S. HIGHWAY 30 FOR 0.15 MILE TO 2ND STREET AND A SIGN
 RB1319'VIADUCT.  TURN RIGHT AND GO 0.9 MILE TO A BRIDGE SPANNING THE
 RB1319'GRANDE RONDE RIVER.  CROSS THE BRIDGE AND FOLLOW THE MAIN
 RB1319'TRAVELED ROAD FOR 0.3 MILE TO A T ROAD JUNCTION.  TURN LEFT AND
 RB1319'FOLLOW THE MAIN TRAVELED ROAD FOR 2.8 MILES TO A FORKS, TAKE
 RB1319'THE LEFT FORK AND FOLLOW THE MAIN TRAVELED ROAD, UP-GRADE FOR
 RB1319'7.30 MILES TO A SMALL BRIDGE SPANNING A CREEK.  FROM THIS
 RB1319'POINT PROCEED ON FOOT, UP THE CREEK TO AN OPEN MEADOW.  THENCE
 RB1319'NORTHEASTERLY TO THE NORTHEAST CORNER OF THE MEADOW.
 RB1319'CONTINUE NORTHEASTERLY THROUGH THE TIMBER FOR APPROXIMATELY
 RB1319'0.2 MILE TO THE STATION AS DESCRIBED.  A 15 MINUTE WALK.
 RB1319'
 RB1319'NOTE.  THE STATION CAN BE DRIVEN TO IN GOOD WEATHER FROM THE
 RB1319'MT. EMILY LOOKOUT TOWER.
 RB1319'
 RB1319'SNOW PREVENTED THE WRITER FROM REACHING THE STATION BY THIS ROUTE.
 RB1319
 RB1319                          STATION RECOVERY (1963)
 RB1319
 RB1319'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JCC)
 RB1319'THE STATION, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 RB1319'RECOVERED AS DESCRIBED IN 1946.
 RB1319
 RB1319                          STATION RECOVERY (1978)
 RB1319
 RB1319'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1978
 RB1319'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1550 ***********************************************************************
 OA1550  DESIGNATION -  EMPIRE 2
 OA1550  PID         -  OA1550
 OA1550  STATE/COUNTY-  OR/COOS
 OA1550  USGS QUAD   -  EMPIRE (1970)
 OA1550
 OA1550                         *CURRENT SURVEY CONTROL
 OA1550  ___________________________________________________________________
 OA1550* NAD 83(1991)-  43 23 42.96652(N)    124 16 35.48124(W)     ADJUSTED  
 OA1550* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 OA1550  ___________________________________________________________________
 OA1550  LAPLACE CORR-          17.40  (seconds)                    DEFLEC99
 OA1550  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 OA1550  HORZ ORDER  -  THIRD
 OA1550
 OA1550.The horizontal coordinates were established by classical geodetic methods
 OA1550.and adjusted by the National Geodetic Survey in October 1991.
 OA1550
 OA1550.The orthometric height was scaled from a topographic map.
 OA1550
 OA1550.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1550
 OA1550.The geoid height was determined by GEOID03.
 OA1550
 OA1550;                    North         East     Units Scale Factor Converg.
 OA1550;SPC OR S     -   198,914.727 1,194,173.505   MT  0.99990241   -2 35 01.3
 OA1550;SPC OR S     -   652,607.37  3,917,892.08   iFT  0.99990241   -2 35 01.3
 OA1550;UTM  10      - 4,805,501.465   396,621.691   MT  0.99973146   -0 52 37.5
 OA1550
 OA1550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1550!SPC OR S     -   1.00000297  x   0.99990241  =   0.99990538
 OA1550!UTM  10      -   1.00000297  x   0.99973146  =   0.99973443
 OA1550
 OA1550:                Primary Azimuth Mark                     Grid Az
 OA1550:SPC OR S     -  PEST                                     302 48 26.3
 OA1550:UTM  10      -  PEST                                     301 06 02.5
 OA1550
 OA1550|---------------------------------------------------------------------|
 OA1550| PID    Reference Object                     Distance      Geod. Az  |
 OA1550|                                                           dddmmss.s |
 OA1550| OA1538 PEST                                APPROX. 1.6 KM 3001325.0 |
 OA1550|---------------------------------------------------------------------|
 OA1550
 OA1550                          SUPERSEDED SURVEY CONTROL
 OA1550
 OA1550  NAD 83(1986)-  43 23 42.96320(N)    124 16 35.52873(W) AD(       ) 3
 OA1550  NAD 27      -  43 23 43.55200(N)    124 16 31.11000(W) AD(       ) 3
 OA1550
 OA1550.Superseded values are not recommended for survey control.
 OA1550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1550.See file dsdata.txt to determine how the superseded data were derived.
 OA1550
 OA1550_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCP9662205501(NAD 83)
 OA1550
 OA1550  HISTORY     - Date     Condition        Report By
 OA1550  HISTORY     - 1889     MONUMENTED       CGS
 OA1550
 OA1550                          STATION DESCRIPTION
 OA1550
 OA1550'DESCRIBED BY COAST AND GEODETIC SURVEY 1889 (EFD)
 OA1550'STATION LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1551 ***********************************************************************
 OA1551  DESIGNATION -  EMPIRE 3
 OA1551  PID         -  OA1551
 OA1551  STATE/COUNTY-  OR/COOS
 OA1551  USGS QUAD   -  EMPIRE (1970)
 OA1551
 OA1551                         *CURRENT SURVEY CONTROL
 OA1551  ___________________________________________________________________
 OA1551* NAD 83(1991)-  43 23 42.96302(N)    124 16 35.49462(W)     ADJUSTED  
 OA1551* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 OA1551  ___________________________________________________________________
 OA1551  LAPLACE CORR-          17.40  (seconds)                    DEFLEC99
 OA1551  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 OA1551  HORZ ORDER  -  THIRD
 OA1551
 OA1551.The horizontal coordinates were established by classical geodetic methods
 OA1551.and adjusted by the National Geodetic Survey in October 1991.
 OA1551
 OA1551.The orthometric height was scaled from a topographic map.
 OA1551
 OA1551.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1551
 OA1551.The geoid height was determined by GEOID03.
 OA1551
 OA1551;                    North         East     Units Scale Factor Converg.
 OA1551;SPC OR S     -   198,914.633 1,194,173.199   MT  0.99990241   -2 35 01.3
 OA1551;SPC OR S     -   652,607.06  3,917,891.07   iFT  0.99990241   -2 35 01.3
 OA1551;UTM  10      - 4,805,501.362   396,621.388   MT  0.99973146   -0 52 37.5
 OA1551
 OA1551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1551!SPC OR S     -   1.00000297  x   0.99990241  =   0.99990538
 OA1551!UTM  10      -   1.00000297  x   0.99973146  =   0.99973443
 OA1551
 OA1551:                Primary Azimuth Mark                     Grid Az
 OA1551:SPC OR S     -  COOS BAY INSIDE R RNG BCN                221 21 15.5
 OA1551:UTM  10      -  COOS BAY INSIDE R RNG BCN                219 38 51.7
 OA1551
 OA1551|---------------------------------------------------------------------|
 OA1551| PID    Reference Object                     Distance      Geod. Az  |
 OA1551|                                                           dddmmss.s |
 OA1551| OA1599 COOS BAY INSIDE R RNG BCN           APPROX. 6.9 KM 2184614.2 |
 OA1551| OA1572 COOS BAY INSIDE F RNG BCN           APPROX. 6.6 KM 2185300.3 |
 OA1551| OA1570 CURVE                               APPROX. 5.9 KM 2235607.6 |
 OA1551|---------------------------------------------------------------------|
 OA1551
 OA1551                          SUPERSEDED SURVEY CONTROL
 OA1551
 OA1551  NAD 83(1986)-  43 23 42.95977(N)    124 16 35.54202(W) AD(       ) 3
 OA1551  NAD 27      -  43 23 43.55300(N)    124 16 31.10900(W) AD(       ) 3
 OA1551
 OA1551.Superseded values are not recommended for survey control.
 OA1551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1551.See file dsdata.txt to determine how the superseded data were derived.
 OA1551
 OA1551_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCP9662105501(NAD 83)
 OA1551
 OA1551  HISTORY     - Date     Condition        Report By
 OA1551  HISTORY     - 1907     MONUMENTED       USE
 OA1551  HISTORY     - 1909     SEE DESCRIPTION  CGS
 OA1551  HISTORY     - 1920     SEE DESCRIPTION  CGS
 OA1551  HISTORY     - 1922     SEE DESCRIPTION  CGS
 OA1551  HISTORY     - 1924     SEE DESCRIPTION  CGS
 OA1551  HISTORY     - 1945     SEE DESCRIPTION  CGS
 OA1551
 OA1551                          STATION DESCRIPTION
 OA1551
 OA1551'DESCRIBED BY US ENGINEERS 1907
 OA1551'ORIGINAL MARK, DRILL HOLE IN STONE, FOUND.  A PIPE SET IN A
 OA1551'CONCRETE MONUMENT WAS SET DIRECTLY OVER THE ORIGINAL MARK IN THE
 OA1551'STONE.
 OA1551
 OA1551                          STATION RECOVERY (1909)
 OA1551
 OA1551'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1909 (JSH)
 OA1551'STATION LOCATED WITHIN 3 PACES OF THE UPPER EDGE OF THE BLUFF BACK
 OA1551'OF THE OLD MILL, AND ABOUT 45 METERS TO THE NE OF A SMALL
 OA1551'RAVINE.  THIS PART OF THE BLUFF IS CLEAR OF TIMBER.  THE STATION IS
 OA1551'MARKED BY A PIPE DRIVEN INTO THE GROUND AND SURROUNDED BY
 OA1551'CONCRETE.
 OA1551
 OA1551                          STATION RECOVERY (1920)
 OA1551
 OA1551'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1920 (OWS)
 OA1551'STATION IS MARKED WITH A 10-INCH CEMENT BLOCK SURROUNDING AN
 OA1551'IRON PIPE.
 OA1551
 OA1551                          STATION RECOVERY (1922)
 OA1551
 OA1551'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1922 (RFL)
 OA1551'STATION RECOVERED AS DESCRIBED EXCEPT THAT IN THE FOOT SQUARE
 OA1551'CONCRETE BLOCK SURROUNDING THE PIPE THE WORDS EMPIRE NO.2 ARE
 OA1551'WRITTEN.
 OA1551
 OA1551                          STATION RECOVERY (1924)
 OA1551
 OA1551'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1924 (EPM)
 OA1551'STATION FOUND BY ORIGINAL DESCRIPTION BUT PIPE IS GONE AND THE
 OA1551'CONCRETE BLOCK BEARS THE NAME EMPIRE 2.
 OA1551
 OA1551                          STATION RECOVERY (1945)
 OA1551
 OA1551'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (WJC)
 OA1551'THIS STATION IS DESTROYED.  THE SMALL RAVINE IS NOW A BORROW
 OA1551'PIT.  THE PART OF THE BLUFF THAT THE STATION WAS ON HAS SLOUGHED
 OA1551'AWAY INTO THE BORROW PIT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0632 ***********************************************************************
 OA0632  TIDAL BM    -  This is a Tidal Bench Mark.
 OA0632  DESIGNATION -  EMPIRE NORTH BASE
 OA0632  PID         -  OA0632
 OA0632  STATE/COUNTY-  OR/COOS
 OA0632  USGS QUAD   -  EMPIRE (1970)
 OA0632
 OA0632                         *CURRENT SURVEY CONTROL
 OA0632  ___________________________________________________________________
 OA0632* NAD 83(1991)-  43 23 31.24395(N)    124 16 47.10913(W)     ADJUSTED  
 OA0632* NAVD 88     -         3.745  (meters)      12.29   (feet)  ADJUSTED  
 OA0632  ___________________________________________________________________
 OA0632  LAPLACE CORR-          17.36  (seconds)                    DEFLEC99
 OA0632  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 OA0632  DYNAMIC HT  -           3.744 (meters)      12.28  (feet)  COMP
 OA0632  MODELED GRAV-     980,465.1   (mgal)                       NAVD 88
 OA0632
 OA0632  HORZ ORDER  -  SECOND
 OA0632  VERT ORDER  -  FIRST     CLASS II
 OA0632
 OA0632.The horizontal coordinates were established by classical geodetic methods
 OA0632.and adjusted by the National Geodetic Survey in October 1991.
 OA0632
 OA0632.The orthometric height was determined by differential leveling
 OA0632.and adjusted in June 1991.
 OA0632
 OA0632.This Tidal Bench Mark is designated as VM 8800
 OA0632.by the Center for Operational Oceanographic Products and Services.
 OA0632
 OA0632.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA0632
 OA0632.The geoid height was determined by GEOID03.
 OA0632
 OA0632.The dynamic height is computed by dividing the NAVD 88
 OA0632.geopotential number by the normal gravity value computed on the
 OA0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0632.degrees latitude (g = 980.6199 gals.).
 OA0632
 OA0632.The modeled gravity was interpolated from observed gravity values.
 OA0632
 OA0632;                    North         East     Units Scale Factor Converg.
 OA0632;SPC OR S     -   198,565.158 1,193,895.796   MT  0.99990219   -2 35 09.3
 OA0632;SPC OR S     -   651,460.49  3,916,980.96   iFT  0.99990219   -2 35 09.3
 OA0632;UTM  10      - 4,805,143.842   396,354.561   MT  0.99973214   -0 52 45.3
 OA0632
 OA0632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA0632!SPC OR S     -   1.00000350  x   0.99990219  =   0.99990569
 OA0632!UTM  10      -   1.00000350  x   0.99973214  =   0.99973564
 OA0632
 OA0632|---------------------------------------------------------------------|
 OA0632| PID    Reference Object                     Distance      Geod. Az  |
 OA0632|                                                           dddmmss.s |
 OA0632| CE1463 EMPIRE NORTH BASE RM 1               10.320 METERS 05422     |
 OA0632| CE1467 EMPIRE NORTH BASE RM 3 RESET         36.902 METERS 05646     |
 OA0632| CE1466 EMPIRE NORTH BASE RM 4                5.892 METERS 13314     |
 OA0632| CE1464 EMPIRE NORTH BASE RM 2                5.764 METERS 13823     |
 OA0632| OA1506 MIDWAY 3                            APPROX. 1.6 KM 2042732.3 |
 OA0632| OA1578 COOS BAY PULP CORP STACK            APPROX. 2.3 KM 2095958.7 |
 OA0632| CE1465 EMPIRE NORTH BASE RM 3               18.314 METERS 35332     |
 OA0632|---------------------------------------------------------------------|
 OA0632
 OA0632                          SUPERSEDED SURVEY CONTROL
 OA0632
 OA0632  NAD 83(1986)-  43 23 31.24043(N)    124 16 47.15673(W) AD(       ) 2
 OA0632  NAD 27      -  43 23 31.83600(N)    124 16 42.73700(W) AD(       ) 2
 OA0632  NAVD 88 (06/30/92)    3.74   (m)           12.3    (f) LEVELING    3  
 OA0632  NAVD 88 (05/20/92)    3.75   (m)           12.3    (f) LEVELING    3  
 OA0632
 OA0632.Superseded values are not recommended for survey control.
 OA0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0632.See file dsdata.txt to determine how the superseded data were derived.
 OA0632
 OA0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCP9635505144(NAD 83)
 OA0632_MARKER: DS = TRIANGULATION STATION DISK
 OA0632_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OA0632_SP_SET: METAL PIPE IN CONCRETE
 OA0632_STAMPING: EMPIRE NORTH BASE 1945
 OA0632_MARK LOGO: CGS   
 OA0632_PROJECTION: RECESSED 12 CENTIMETERS
 OA0632_MAGNETIC: P = MARKER IS A STEEL PIPE
 OA0632_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OA0632_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OA0632+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2007
 OA0632
 OA0632  HISTORY     - Date     Condition        Report By
 OA0632  HISTORY     - 1945     MONUMENTED       CGS
 OA0632  HISTORY     - 1948     GOOD             CGS
 OA0632  HISTORY     - 1971     GOOD             NGS
 OA0632  HISTORY     - 1978     GOOD             NGS
 OA0632  HISTORY     - 1984     GOOD             USPSQD
 OA0632  HISTORY     - 19850319 GOOD             NGS
 OA0632  HISTORY     - 1987     GOOD             NGS
 OA0632  HISTORY     - 1988     GOOD             USPSQD
 OA0632  HISTORY     - 19900601 GOOD             NOS
 OA0632  HISTORY     - 19910814 GOOD             STUNTZ
 OA0632  HISTORY     - 20000204 GOOD             USPSQD
 OA0632  HISTORY     - 20070125 GOOD             USPSQD
 OA0632
 OA0632                          STATION DESCRIPTION
 OA0632
 OA0632'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (KGC)
 OA0632'STATION IS IN THE TOWN OF EMPIRE, AT THE SW CORNER OF WIRE FENCE
 OA0632'AROUND COAST GUARD BASE, 17.4 FEET W OF FENCE, AND 9 FEET N OF S
 OA0632'BREAKWATER.
 OA0632'
 OA0632'STATION MARK IS A BRONZE DISK SET IN A 12-INCH TILE THAT IS FILLED
 OA0632'WITH CONCRETE AND HAS A 12-INCH SLAB OF CONCRETE 2 FEET SQUARE
 OA0632'AROUND THE TOP.  DISK IS STAMPED EMPIRE NORTH BASE 1945.  THE
 OA0632'UNDERGROUND MARK IS A BRONZE STATION DISK SET IN CONCRETE AND
 OA0632'IS STAMPED EMPIRE NORTH BASE 1945.
 OA0632'
 OA0632'REFERENCE MARK 1 IS IN THE FENCE LINE, 36 FEET N OF THE SW
 OA0632'CORNER OF FENCE, AND IS STAMPED EMPIRE NORTH BASE NO 1 1945.  SET
 OA0632'IN CONCRETE.  REF. MARK 2 IS SET IN A DRILL HOLE IN THE LARGE
 OA0632'CONCRETE BASE HOLDING THE CORNERPOST OF THE COAST GUARD FENCE AND
 OA0632'IS STAMPED EMPIRE NORTH BASE NO 2 1945.
 OA0632
 OA0632                          STATION RECOVERY (1948)
 OA0632
 OA0632'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RAE)
 OA0632'THE STATION AND REFERENCE MARK 2 WERE RECOVERED IN GOOD
 OA0632'CONDITION.  THE FENCE NEAR WHICH REFERENCE MARK 1 WAS SET HAS BEEN
 OA0632'DISMANTLED AND THE REFERENCE MARK HAS BEEN DESTROYED.
 OA0632'
 OA0632'THE DESCRIPTION BY K.G.C. IN 1945 IS ADEQUATE WITH THE FOLLOWING
 OA0632'ADDITIONS--
 OA0632'
 OA0632'THE COAST GUARD BARRACKS HAVE BEEN CONVERTED INTO A HOTEL.  PART
 OA0632'OF THE FENCE SURROUNDING THE COAST GUARD BASE HAS BEEN DISMANTLED.
 OA0632
 OA0632                          STATION RECOVERY (1971)
 OA0632
 OA0632'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 OA0632'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARK
 OA0632'NO. 1 HAS BEEN HIT BY HEAVY MACHINERY.  IT IS SOLID IN ITS
 OA0632'MOORING, BUT IS LEANING TOWARD THE STATION.  REFERENCE MARK NO. 2
 OA0632'HAS BEEN DESTROYED.  REFERENCE MARK NO. 3 WAS ESTABLISHED.  A
 OA0632'DIFFERENCE IN THE HORIZONTAL ANGLE, AND THE HORIZONTAL DISTANCE
 OA0632'TO REFERENCE MARK NO. 1 WAS FOUND.  A NEW AND COMPLETE
 OA0632'DESCRIPTION FOLLOWS.
 OA0632'
 OA0632'THE STATION IS 1/2 MILE SOUTHWEST OF EMPIRE ON PUBLICLY OWNED LAND.
 OA0632'
 OA0632'TO REACH THE STATION FROM THE EMPIRE POST OFFICE GO WEST ON
 OA0632'NEWMARK AVENUE FOR 0.2 MILE TO EMPIRE BLVD., TURN LEFT, AND GO SOUTH
 OA0632'ON EMPIRE BLVD., FOR 0.1 MILE TO MICHIGAN AVENUE, TURN RIGHT, AND
 OA0632'GO WEST ON MICHIGAN AVENUE FOR 0.1 MILE TO THE END OF THE AVENUE,
 OA0632'AND THE STATION ON THE LEFT.
 OA0632'
 OA0632'THE STATION MARK, STAMPED EMPIRE NORTH BASE 1945, IS A STANDARD
 OA0632'DISK SET IN A 1-1/2 BY 2 FOOT BLOCK OF CONCRETE THAT IS FLUSH.  IT
 OA0632'IS 125 FEET SOUTH OF THE WEST END OF A PIER THAT EXTENDS OUT INTO
 OA0632'THE WATER ABOUT 100 FEET, 94 FEET WEST-SOUTHWEST OF THE SOUTHWEST
 OA0632'CORNER OF A 2-STORY APARTMENT BUILDING, 64 FEET SOUTH OF THE
 OA0632'CENTER OF MICHIGAN AVENUE, 28 FEET EAST OF THE HIGH WATER LINE, 19
 OA0632'FEET EAST OF THE CENTER OF A TRACK ROAD, AND 3 FEET WEST OF A
 OA0632'METAL WITNESS POST.
 OA0632'
 OA0632'REFERENCE MARK NO. 1, STAMPED EMPIRE NORTH BASE NO 1 1945, IS A
 OA0632'STANDARD DISK SET IN CONCRETE IN A 12-INCH TILE THAT IS FLUSH,
 OA0632'39 FEET EAST OF THE CENTER OF THE TRACK ROAD, 36 FEET SOUTH OF THE
 OA0632'CENTER OF MICHIGAN AVENUE, AND 32 FEET NORTHEAST OF THE WITNESS
 OA0632'POST.
 OA0632'
 OA0632'REFERENCE MARK NO. 3, STAMPED CONT. MON. 1 COOS BAY BGE. C-B 1971
 OA0632'PORTLAND DIST., IS A U.S. ENGINEERS STANDARD DISK SET IN A
 OA0632'CYLINDRICAL CONCRETE MONUMENT THAT IS 8-INCHES IN DIAMETER, AND
 OA0632'PROJECTS 3 INCHES, 9 FEET SOUTH OF THE CENTER OF MICHIGAN AVENUE,
 OA0632'8 FEET WEST OF THE CENTER OF THE TRACK ROAD, 8 FEET EAST OF THE
 OA0632'HIGH WATER LINE, AND 1-1/2 FEET WEST OF A WOODEN WITNESS POST.
 OA0632'
 OA0632'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OA0632'1/2 MILE SOUTHWEST OF EMPIRE.
 OA0632
 OA0632                          STATION RECOVERY (1978)
 OA0632
 OA0632'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 OA0632'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARK
 OA0632'NO. 1, AND REFERENCE MARK NO. 2 HAD BEEN DESTROYED.  REFERENCE MARK
 OA0632'NO. 3, AND REFERENCE MARK NO. 4 WERE ESTABLISHED.  A NEW AND
 OA0632'COMPLETE DESCRIPTION FOLLOWS.
 OA0632'
 OA0632'TO REACH THE STATION FROM THE EMPIRE POST OFFICE GO WEST, AND
 OA0632'SOUTH ON THE HIGHWAY TOWARD CHARLESTON FOR 0.3 MILE TO A CROSS
 OA0632'STREET, TURN RIGHT, AND GO WEST ON MICHIGAN AVENUE FOR 0.1 MILE TO
 OA0632'THE STATION ON THE LEFT.
 OA0632'
 OA0632'THE STATION MARK, STAMPED EMPIRE NORTH BASE 1945, IS A STANDARD
 OA0632'DISK SET IN CONCRETE IN A TILE THAT IS FLUSH WITH THE GROUND, 94
 OA0632'FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF AN APARTMENT
 OA0632'COMPLEX, FORMERLY THE COAST GUARD BARRACKS, 30 FEET EAST OF THE
 OA0632'HIGH WATER LINE, 12 FEET WEST OF THE CENTER OF A TRACK ROAD, AND
 OA0632'3 FEET WEST OF A METAL WITNESS POST.
 OA0632'
 OA0632'REFERENCE MARK NO. 3, STAMPED EMPIRE NORTH BASE 1945 NO 3 1978, IS
 OA0632'A STANDARD DISK CEMENTED IN A DRILL HOLE IN A HUGE CONCRETE
 OA0632'SLAB, 87 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE
 OA0632'APARTMENT COMPLEX, 27 FEET NORTH OF THE SOUTHWEST CORNER OF THE
 OA0632'CONCRETE SLAB, AND 1.5 FEET EAST OF THE WEST EDGE OF THE SLAB.
 OA0632'
 OA0632'REFERENCE MARK NO. 4, STAMPED EMPIRE NORTH BASE 1945 NO 4 1978, IS
 OA0632'A STANDARD DISK CEMENTED IN A DRILL HOLE IN A CONCRETE PILLAR, WHICH
 OA0632'MAY HAVE BEEN THE BASE FOR A LIGHT POLE, 17 FEET SOUTHEAST OF THE
 OA0632'WITNESS POST, AND 5 FEET EAST OF THE CENTER OF THE TRACK ROAD.
 OA0632'
 OA0632'TRIANGULATION STATION MIDWAY 3 1945 MAY BE USED FOR THE AZIMUTH
 OA0632'MARK.  SEE DESCRIPTION THEREOF.
 OA0632'
 OA0632'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OA0632'AT EMPIRE.
 OA0632
 OA0632                          STATION RECOVERY (1984)
 OA0632
 OA0632'RECOVERY NOTE BY US POWER SQUADRON 1984 (AS)
 OA0632'EMPIRE NORTH BASE 1945 RECOVERED GOOD.
 OA0632'
 OA0632'STATION FOUND AS DESCRIBED.
 OA0632'
 OA0632'EMPIRE NORTH BASE RM 4 WAS NOT FOUND.
 OA0632'
 OA0632'CONCRETE PILLAR DESCRIBED BY CLN 1978 HAS BEEN REMOVED.
 OA0632'EMPIRE NORTH BASE RM 3 RECOVERED GOOD, AS DESCRIBED.
 OA0632
 OA0632                          STATION RECOVERY (1985)
 OA0632
 OA0632'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 OA0632'THE STATION, REFERENCE MARKS 3 AND 4 WERE RECOVERED IN GOOD CONDITION
 OA0632'AS DESCRIBED BY CLN IN 1978.
 OA0632
 OA0632                          STATION RECOVERY (1987)
 OA0632
 OA0632'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 OA0632'IN COOS BAY.
 OA0632'IN COOS BAY, AT THE INTERSECTION OF MILL STREET AND MICHIGAN AVENUE,
 OA0632'80.0 M (262.5 FT) NORTHWEST OF THE EXTENDED CENTER OF THE STREET,
 OA0632'28.7 M (94.2 FT) NORTHWEST OF THE WEST CORNER OF AN APARTMENT
 OA0632'COMPLEX, 24.0 M (78.7 FT) SOUTHWEST OF THE EXTENDED CENTER OF THE
 OA0632'AVENUE, AND 6.1 M (20.0 FT) NORTHWEST OF THE CENTER OF A TRACK ROAD.
 OA0632'THE MARK IS 0.9 METERS  NW FROM  A WITNESS POST
 OA0632'THE MARK IS ABOVE LEVEL WITH THE AVENUE.
 OA0632
 OA0632                          STATION RECOVERY (1988)
 OA0632
 OA0632'RECOVERY NOTE BY US POWER SQUADRON 1988 (AS)
 OA0632'RECOVERED IN GOOD CONDITION.
 OA0632
 OA0632                          STATION RECOVERY (1990)
 OA0632
 OA0632'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1990
 OA0632'RECOVERED IN GOOD CONDITION.
 OA0632
 OA0632                          STATION RECOVERY (1991)
 OA0632
 OA0632'RECOVERY NOTE BY STUNTZNER ENGINEERING AND FORESTRY 1991
 OA0632'RECOVERED IN GOOD CONDITION.
 OA0632
 OA0632                          STATION RECOVERY (2000)
 OA0632
 OA0632'RECOVERY NOTE BY US POWER SQUADRON 2000
 OA0632'RECOVERED IN GOOD CONDITION.
 OA0632
 OA0632                          STATION RECOVERY (2007)
 OA0632
 OA0632'RECOVERY NOTE BY US POWER SQUADRON 2007 (AES)
 OA0632'EMPIRE NORTH BASE RM 3 HAS BEEN COVERED WITH ASPHALT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1638 ***********************************************************************
 OA1638  DESIGNATION -  EMPIRE RANGE B REAR LIGHT
 OA1638  PID         -  OA1638
 OA1638  STATE/COUNTY-  OR/COOS
 OA1638  USGS QUAD   -  EMPIRE (1970)
 OA1638
 OA1638                         *CURRENT SURVEY CONTROL
 OA1638  ___________________________________________________________________
 OA1638* NAD 83(1991)-  43 25 03.08839(N)    124 16 11.92277(W)     ADJUSTED  
 OA1638* NAVD 88     -        13.5    (meters)      44.     (feet)  GPS OBS   
 OA1638  ___________________________________________________________________
 OA1638  LAPLACE CORR-          17.40  (seconds)                    DEFLEC99
 OA1638  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 OA1638  HORZ ORDER  -  THIRD
 OA1638
 OA1638.The horizontal coordinates were established by GPS observations
 OA1638.and adjusted by the National Geodetic Survey in June 1992.
 OA1638
 OA1638.The orthometric height was determined by GPS observations and a
 OA1638.high-resolution geoid model.
 OA1638
 OA1638.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1638
 OA1638.The geoid height was determined by GEOID03.
 OA1638
 OA1638;                    North         East     Units Scale Factor Converg.
 OA1638;SPC OR S     -   201,360.771 1,194,814.348   MT  0.99990402   -2 34 45.2
 OA1638;SPC OR S     -   660,632.45  3,919,994.58   iFT  0.99990402   -2 34 45.2
 OA1638;UTM  10      - 4,807,965.083   397,189.312   MT  0.99973002   -0 52 22.6
 OA1638
 OA1638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1638!SPC OR S     -   1.00000195  x   0.99990402  =   0.99990597
 OA1638!UTM  10      -   1.00000195  x   0.99973002  =   0.99973197
 OA1638
 OA1638                          SUPERSEDED SURVEY CONTROL
 OA1638
 OA1638.No superseded survey control is available for this station.
 OA1638
 OA1638_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCP9718907965(NAD 83)
 OA1638_MARKER: 14 = NAVIGATION LIGHT
 OA1638_MARK LOGO: STUNTZ
 OA1638_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OA1638+SATELLITE: SATELLITE OBSERVATIONS - 1991
 OA1638
 OA1638  HISTORY     - Date     Condition        Report By
 OA1638  HISTORY     - 1991     FIRST OBSERVED   STUNTZ
 OA1638  HISTORY     - 19950527 GOOD             USPSQD
 OA1638
 OA1638                          STATION DESCRIPTION
 OA1638
 OA1638'DESCRIBED BY STUNTZNER ENGINEERING AND FORESTRY 1991
 OA1638'THIS POINT IS A NAVIGATION LIGHT. THE POINT SURVEYED IS THE SIGHT ON
 OA1638'THE FRONT OF THE DIRECTIONAL HOOD COVERING THE LIGHT. THE ELEVATION
 OA1638'IS TAKEN TO THE MID POINT OF THE LIGHT. TO REACH THE LIGHT PROCEED UP
 OA1638'THE COOS BAY CHANNEL FROM THE EMPIRE BOAT RAMP APPROXIMATELY 2 MILES.
 OA1638'THE LIGHT IS ON THE SECOND 9 PILE STRUCTURE PASSED ON THE EAST SIDE
 OA1638'OF THE BAY. PERMISSION IS REQUIRED FROM THE COAST GUARD TO ACCESS THE
 OA1638'LIGHT. SPECIAL STANDS ARE REQUIRED TO OCCUPY THE LIGHT.
 OA1638
 OA1638                          STATION RECOVERY (1995)
 OA1638
 OA1638'RECOVERY NOTE BY US POWER SQUADRON 1995
 OA1638'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1932 ***********************************************************************
 SC1932  DESIGNATION -  EMPO 1935
 SC1932  PID         -  SC1932
 SC1932  STATE/COUNTY-  OR/CLATSOP
 SC1932  USGS QUAD   -  KNAPPA (1986)
 SC1932
 SC1932                         *CURRENT SURVEY CONTROL
 SC1932  ___________________________________________________________________
 SC1932* NAD 83(1991)-  46 11 57.82612(N)    123 32 19.23241(W)     ADJUSTED  
 SC1932* NAVD 88     -        24.     (meters)      79.     (feet)  SCALED    
 SC1932  ___________________________________________________________________
 SC1932  LAPLACE CORR-          13.35  (seconds)                    DEFLEC99
 SC1932  GEOID HEIGHT-         -21.91  (meters)                     GEOID03
 SC1932  HORZ ORDER  -  THIRD
 SC1932
 SC1932.The horizontal coordinates were established by classical geodetic methods
 SC1932.and adjusted by the National Geodetic Survey in October 1991.
 SC1932
 SC1932.The orthometric height was scaled from a topographic map.
 SC1932
 SC1932.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1932
 SC1932.The geoid height was determined by GEOID03.
 SC1932
 SC1932;                    North         East     Units Scale Factor Converg.
 SC1932;SPC OR N     -   285,869.286 2,265,503.084   MT  1.00005684   -2 09 18.0
 SC1932;SPC OR N     -   937,891.36  7,432,752.90   iFT  1.00005684   -2 09 18.0
 SC1932;UTM  10      - 5,116,343.170   458,439.205   MT  0.99962123   -0 23 19.7
 SC1932
 SC1932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1932!SPC OR N     -   0.99999967  x   1.00005684  =   1.00005651
 SC1932!UTM  10      -   0.99999967  x   0.99962123  =   0.99962090
 SC1932
 SC1932                          SUPERSEDED SURVEY CONTROL
 SC1932
 SC1932  NAD 83(1986)-  46 11 57.83938(N)    123 32 19.22259(W) AD(       ) 3
 SC1932  NAD 27      -  46 11 58.44430(N)    123 32 14.74230(W) AD(       ) 3
 SC1932
 SC1932.Superseded values are not recommended for survey control.
 SC1932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1932.See file dsdata.txt to determine how the superseded data were derived.
 SC1932
 SC1932_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS5843916343(NAD 83)
 SC1932_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SC1932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC1932_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SC1932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC1932+STABILITY: SURFACE MOTION
 SC1932
 SC1932  HISTORY     - Date     Condition        Report By
 SC1932  HISTORY     - 1935     MONUMENTED       CGS
 SC1932  HISTORY     - 1950     SEE DESCRIPTION  CGS
 SC1932  HISTORY     - 1954     SEE DESCRIPTION  USGS
 SC1932
 SC1932                          STATION DESCRIPTION
 SC1932
 SC1932'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (RWK)
 SC1932'STATION IS LOCATED ON THE S SIDE OF BLIND SLOUGH ABOUT 1 MILE E
 SC1932'OF THE RAILROAD STATION BLIND SLOUGH, IN A PASTURE FIELD BELONGING
 SC1932'TO MR. EMPO.  IT IS ABOUT 350 METERS W OF A JUNCTION OF 3 SLOUGHS
 SC1932'FORMING BLIND SLOUGH.  IT IS DIRECTLY BACK OF MR. EMPOS HOUSE AND
 SC1932'ABOUT 100 FEET ABOVE THE RIVER.
 SC1932'
 SC1932'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 SC1932'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 SC1932'
 SC1932'IT CAN BE REACHED BY BOAT OR BY DRIVING A TRUCK TO BLIND SLOUGH
 SC1932'STATION AND WALKING E ABOUT 1 MILE ALONG THE DIKE.
 SC1932'
 SC1932'IT WAS NECESSARY TO BUILD THIS SIGNAL ABOUT 25 FEET HIGH.
 SC1932
 SC1932                          STATION RECOVERY (1950)
 SC1932
 SC1932'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (WHB)
 SC1932'STATION IS LOCATED ON THE S SIDE OF BLIND SLOUGH, ON THE S SIDE
 SC1932'OF THE COLUMBIA RIVER, ABOUT 1.0 MILE E OF THE SPOKANE, PORTLAND
 SC1932'AND SEATTLE RAILWAY STATION AT BLIND SLOUGH, AT THE PAUL AUTIO
 SC1932'MINK FARM.  IT IS AT THE TOP OF THE RIDGE JUST BACK OF THE AUTIO
 SC1932'RESIDENCE BUILDING, SET BETWEEN THE MIDDLE AND THE S MINK
 SC1932'BREEDING SHEDS.  IT IS 103.0 FEET NW OF THE NE CORNER OF THE COLD
 SC1932'STORAGE FEED HOUSE, 19.52 FEET NE OF THE E GABLE OF THE S MINK
 SC1932'BREEDING SHED, 15.42 FEET SW OF THE SE CORNER OF THE MIDDLE
 SC1932'MINK BREEDING SHED, AND 3.0 FEET W OF LIGHT WIRES FROM THE
 SC1932'AUTIO DWELLING HOUSE TO THE COLD STORAGE FEED HOUSE.
 SC1932'
 SC1932'STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 4-INCH
 SC1932'SQUARE CONCRETE MONUMENT FLUSH WITH THE SURFACE AND COVERED
 SC1932'WITH GRASS.  IT IS STAMPED EMPO 1935.
 SC1932'
 SC1932'R.M. 1 IS A STANDARD DISK SET IN THE TOP OF A 4-INCH SQUARE
 SC1932'CONCRETE MONUMENT SET FLUSH WITH THE SURFACE AND COVERED WITH
 SC1932'GRASS.  IT IS N OF THE STATION, SET NEAR THE E SIDE OF RIDGE AND
 SC1932'ABOUT 3 FEET S OF A TALL MAST POLE.  IT IS STAMPED EMPO NO 1 1935.
 SC1932'
 SC1932'R.M. 2 COULD NOT BE FOUND AFTER EXTENSIVE SEARCH.  IT WAS
 SC1932'REPORTED THAT THIS MARK WAS HIT BY BULLDOZER BLADE.
 SC1932'
 SC1932'DISTANCE FROM STATION TO R.M. 1 WAS CHECKED APPROXIMATELY BUT
 SC1932'NO DEFINITE MEASURE MADE DUE TO EXTENSION OF THE MIDDLE MINK
 SC1932'BREEDING SHED.  ORIGINAL DISTANCE IS 13.185 METERS MAGNETIC
 SC1932'BEARING N.
 SC1932'
 SC1932'STATION AND R.M. 1 WERE RECOVERED IN GOOD CONDITION.
 SC1932'
 SC1932'STATION IS BEST REACHED BY GOING E ON PAVED ROAD FROM KNAPPA
 SC1932'OVERHEAD S.P. AND S. RY. BRIDGE ON ROAD TO BROWNSMEAD, PASSING
 SC1932'ROAD LEADING N TO S.P. AND S. RY. BRIDGE OVER BLIND SLOUGH, THEN
 SC1932'PROCEEDING E 1.5 MILES APPROXIMATELY TO THE AUTIO RESIDENCE NEAR
 SC1932'POINT WHERE GNAT CREEK ENTERS BLIND SLOUGH.  PARK TRUCK HERE AND
 SC1932'WALK UP TO TOP OF RIDGE TO MINK BREEDING PENS AND STATION.
 SC1932
 SC1932                          STATION RECOVERY (1954)
 SC1932
 SC1932'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 SC1932'THE TRUE STATION OF EMPO IS PROBABLY DESTROYED.  THERE IS A MINK
 SC1932'ANIMAL SHED BUILT OVER THE POSITION WHERE THE STATION SHOULD BE.
 SC1932'
 SC1932'REFERENCE MARK 1 WAS FOUND IN GOOD CONDITION.
 SC1932'
 SC1932'REFERENCE MARK NO. 1, STAMPED EDDY NO 1 1935, IS A STANDARD DISK
 SC1932'SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES, 14 FEET
 SC1932'EAST OF THE WITNESS POST AND 4 FEET WEST OF THE ALDER WITH THE
 SC1932'MULTIPLE TRUNK.  (NOTE 11A)
 SC1932'
 SC1932'REFERENCE MARK NO. 2, STAMPED EDDY NO 2 1935, IS A STANDARD DISK
 SC1932'SET IN A 6-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES,
 SC1932'49 FEET SOUTH-SOUTHEAST OF THE WITNESS POST, 6 FEET SOUTHWEST OF
 SC1932'AN ALDER TREE WITH A TRIANGLE BLAZE AND 2 FEET ABOVE STATION
 SC1932'ELEVATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3477 ***********************************************************************
 RD3477  DESIGNATION -  END
 RD3477  PID         -  RD3477
 RD3477  STATE/COUNTY-  OR/MULTNOMAH
 RD3477  USGS QUAD   -  SAUVIE ISLAND (1990)
 RD3477
 RD3477                         *CURRENT SURVEY CONTROL
 RD3477  ___________________________________________________________________
 RD3477* NAD 83(1991)-  45 39 31.01914(N)    122 46 05.47319(W)     ADJUSTED  
 RD3477* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 RD3477  ___________________________________________________________________
 RD3477  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 RD3477  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 RD3477  HORZ ORDER  -  THIRD
 RD3477
 RD3477.The horizontal coordinates were established by classical geodetic methods
 RD3477.and adjusted by the National Geodetic Survey in October 1991.
 RD3477
 RD3477.The orthometric height was scaled from a topographic map.
 RD3477
 RD3477.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3477
 RD3477.The geoid height was determined by GEOID03.
 RD3477
 RD3477;                    North         East     Units Scale Factor Converg.
 RD3477;SPC OR N     -   223,833.225 2,323,256.740   MT  0.99993112   -1 36 30.8
 RD3477;SPC OR N     -   734,360.97  7,622,233.40   iFT  0.99993112   -1 36 30.8
 RD3477;SPC WA S     -    38,697.536   323,237.897   MT  1.00004418   -1 38 51.4
 RD3477;SPC WA S     -   126,960.17  1,060,489.67   sFT  1.00004418   -1 38 51.4
 RD3477;UTM  10      - 5,056,144.703   518,059.885   MT  0.99960401   +0 09 56.8
 RD3477
 RD3477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3477!SPC OR N     -   1.00000247  x   0.99993112  =   0.99993359
 RD3477!SPC WA S     -   1.00000247  x   1.00004418  =   1.00004665
 RD3477!UTM  10      -   1.00000247  x   0.99960401  =   0.99960648
 RD3477
 RD3477:                Primary Azimuth Mark                     Grid Az
 RD3477:SPC OR N     -  MTN VIEW DAIRY FARM 1913                 026 51 21.9
 RD3477:SPC WA S     -  MTN VIEW DAIRY FARM 1913                 026 53 42.5
 RD3477:UTM  10      -  MTN VIEW DAIRY FARM 1913                 025 04 54.3
 RD3477
 RD3477|---------------------------------------------------------------------|
 RD3477| PID    Reference Object                     Distance      Geod. Az  |
 RD3477|                                                           dddmmss.s |
 RD3477| RD3524 MTN VIEW DAIRY FARM 1913            APPROX. 1.4 KM 0251451.1 |
 RD3477| RD3547 WINDMILL WHITE TANK 1913            APPROX. 1.1 KM 0530053.4 |
 RD3477| RD3597 THREE 3 USE 1912                    APPROX. 1.1 KM 0611901.0 |
 RD3477| RD3499 FOUR 2                              137.257 METERS 15058     |
 RD3477| RD3534 WILLAMETTE RIVER F RANGE LIGHT      APPROX. 0.8 KM 1555327.0 |
 RD3477| RD3479 DAY MARK                            APPROX. 1.4 KM 1783647.6 |
 RD3477| CE2512 END RM 1                                           23155     |
 RD3477| RD3493 MORGANS HIGH TK OF WINDMILL         APPROX. 2.2 KM 3402921.2 |
 RD3477| RD3488 MORGANS WHARF LIGHT                 APPROX. 2.2 KM 3412649.2 |
 RD3477|---------------------------------------------------------------------|
 RD3477
 RD3477                          SUPERSEDED SURVEY CONTROL
 RD3477
 RD3477  NAD 83(1986)-  45 39 31.03839(N)    122 46 05.47435(W) AD(       ) 3
 RD3477  NAD 27      -  45 39 31.61700(N)    122 46 01.11400(W) AD(       ) 3
 RD3477
 RD3477.Superseded values are not recommended for survey control.
 RD3477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3477.See file dsdata.txt to determine how the superseded data were derived.
 RD3477
 RD3477_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1806056145(NAD 83)
 RD3477_MARKER: Z = SEE DESCRIPTION
 RD3477_SETTING: 0 = UNSPECIFIED SETTING
 RD3477
 RD3477  HISTORY     - Date     Condition        Report By
 RD3477  HISTORY     - 1913     MONUMENTED       CGS
 RD3477  HISTORY     - 1960     SEE DESCRIPTION  CGS
 RD3477  HISTORY     - 19940423 MARK NOT FOUND   USPSQD
 RD3477
 RD3477                          STATION DESCRIPTION
 RD3477
 RD3477'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (EBL)
 RD3477'ABOUT 30 METERS FROM THE TOP OF THE WEST BANK OF THE COLUMBIA
 RD3477'RIVER, 200 METERS NORTH OF THE WILLAMETTE RIVER ENTRANCE, AND 15
 RD3477'FEET ABOVE LOW WATER.
 RD3477'
 RD3477'THE STATION IS MARKED BY A STANDARD DISK STATION MARK SET IN AN
 RD3477'IRREGULAR PIER OF CONCRETE, THE TOP OF WHICH IS SPHERICAL IN
 RD3477'SHAPE AND PROJECTS 6 TO 8 INCHES ABOVE THE SURFACE OF THE
 RD3477'GROUND.  THE UNDERGROUND MARK IS A GLASS BOTTLE NECK DOWN IN
 RD3477'CONCRETE 2-1/2 FEET TO 3 FEET BELOW THE SURFACE.
 RD3477'
 RD3477'THE REFERENCE MARK IS A STANDARD REFERENCE MARK DISK SET IN AN
 RD3477'IRREGULAR PIER OF CONCRETE, THE TOP OF WHICH IS SPHERICAL IN
 RD3477'SHAPE AND PROJECTS 6 TO 8 INCHES ABOVE THE SURFACE OF THE GROUND.
 RD3477'
 RD3477'THERE IS A BLAZE ON A DEAD TREE DISTANT 14.1 METERS AND IN
 RD3477'AZIMUTH OF 27 DEG 38 MIN.
 RD3477
 RD3477                          STATION RECOVERY (1960)
 RD3477
 RD3477'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FN)
 RD3477'THIS STATION WAS NOT RECOVERED.  A SEARCH WAS MADE IN THIS AREA,
 RD3477'IT IS CERTAIN THAT THIS STATION HAS BEEN DESTROYED BY WATER
 RD3477'EROSION FROM THE COLUMBIA RIVER.
 RD3477
 RD3477                          STATION RECOVERY (1994)
 RD3477
 RD3477'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD3477'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2369 ***********************************************************************
 RC2369  DESIGNATION -  END
 RC2369  PID         -  RC2369
 RC2369  STATE/COUNTY-  OR/HOOD RIVER
 RC2369  USGS QUAD   -  CARSON (1994)
 RC2369
 RC2369                         *CURRENT SURVEY CONTROL
 RC2369  ___________________________________________________________________
 RC2369* NAD 83(1991)-  45 41 24.05635(N)    121 50 50.69535(W)     ADJUSTED  
 RC2369* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 RC2369  ___________________________________________________________________
 RC2369  LAPLACE CORR-           5.62  (seconds)                    DEFLEC99
 RC2369  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 RC2369  HORZ ORDER  -  THIRD
 RC2369
 RC2369.The horizontal coordinates were established by classical geodetic methods
 RC2369.and adjusted by the National Geodetic Survey in October 1991.
 RC2369
 RC2369.The orthometric height was scaled from a topographic map.
 RC2369
 RC2369.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2369
 RC2369.The geoid height was determined by GEOID03.
 RC2369
 RC2369;                    North         East     Units Scale Factor Converg.
 RC2369;SPC OR N     -   225,716.828 2,395,055.024   MT  0.99993596   -0 57 20.0
 RC2369;SPC OR N     -   740,540.77  7,857,792.07   iFT  0.99993596   -0 57 20.0
 RC2369;SPC WA S     -    40,542.345   395,044.809   MT  1.00003556   -0 58 43.5
 RC2369;SPC WA S     -   133,012.68  1,296,076.18   sFT  1.00003556   -0 58 43.5
 RC2369;UTM  10      - 5,060,253.008   589,744.225   MT  0.99969902   +0 49 29.3
 RC2369
 RC2369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2369!SPC OR N     -   1.00000230  x   0.99993596  =   0.99993826
 RC2369!SPC WA S     -   1.00000230  x   1.00003556  =   1.00003786
 RC2369!UTM  10      -   1.00000230  x   0.99969902  =   0.99970132
 RC2369
 RC2369:                Primary Azimuth Mark                     Grid Az
 RC2369:SPC OR N     -  PORTLAND SPOK BN 44 MI BLINKER           017 57 08.8
 RC2369:SPC WA S     -  PORTLAND SPOK BN 44 MI BLINKER           017 58 32.3
 RC2369:UTM  10      -  PORTLAND SPOK BN 44 MI BLINKER           016 10 19.5
 RC2369
 RC2369|---------------------------------------------------------------------|
 RC2369| PID    Reference Object                     Distance      Geod. Az  |
 RC2369|                                                           dddmmss.s |
 RC2369| RC2361 PORTLAND SPOK BN 44 MI BLINKER      APPROX. 2.3 KM 0165948.8 |
 RC2369| RC2351 PORTLAND SPOKANE AY BN NR PARK      APPROX. 1.4 KM 0614729.1 |
 RC2369| RC2364 END RM 1                             39.268 METERS 06309     |
 RC2369| RC2409 MANZANITA                           APPROX. 4.5 KM 2123815.3 |
 RC2369| RC2430 PORTLAND SPOKANE AWY BCN 3 B        APPROX. 6.9 KM 2441041.6 |
 RC2369| RC2386 PORTLAND SPOK BN W STEVENSON        APPROX. 4.7 KM 2624952.7 |
 RC2369| RC2418 STEVENSON LIGHT                     APPROX. 2.7 KM 2715013.2 |
 RC2369| RC2424 STEVENSON SHELL OIL CO TANK         APPROX. 2.6 KM 2775925.1 |
 RC2369| RC2396 STEVENSON SKAMANIA CTHSE CUP        APPROX. 2.9 KM 2793140.3 |
 RC2369| RC2420 STEVENSON REAR RANGE LIGHT          APPROX. 2.6 KM 2844554.1 |
 RC2369| RC2405 STEVENSON FRONT RANGE LIGHT         APPROX. 2.4 KM 2861053.8 |
 RC2369| CF4328 END RM 2                              5.474 METERS 28953     |
 RC2369|---------------------------------------------------------------------|
 RC2369
 RC2369                          SUPERSEDED SURVEY CONTROL
 RC2369
 RC2369  NAD 83(1986)-  45 41 24.06704(N)    121 50 50.70345(W) AD(       ) 3
 RC2369  NAD 27      -  45 41 24.64300(N)    121 50 46.43500(W) AD(       ) 3
 RC2369
 RC2369.Superseded values are not recommended for survey control.
 RC2369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2369.See file dsdata.txt to determine how the superseded data were derived.
 RC2369
 RC2369_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER8974460253(NAD 83)
 RC2369
 RC2369  HISTORY     - Date     Condition        Report By
 RC2369  HISTORY     - 1901     MONUMENTED       CGS
 RC2369  HISTORY     - 1939     SEE DESCRIPTION  CGS
 RC2369  HISTORY     - 1948     SEE DESCRIPTION  CGS
 RC2369  HISTORY     - 1959     SEE DESCRIPTION  CGS
 RC2369  HISTORY     - 1975     SEE DESCRIPTION  NGS
 RC2369
 RC2369                          STATION DESCRIPTION
 RC2369
 RC2369'DESCRIBED BY COAST AND GEODETIC SURVEY 1901 (FM)
 RC2369'STATION IS ON TOP OF A BLUFF AT THE W END OF A ROCKY HILL WHICH IS
 RC2369'NEARLY SURROUNDED BY A POND OR SLOUGH, ABOUT 3 MILES ABOVE THE
 RC2369'CASCADE LOCKS.
 RC2369'
 RC2369'THE STATION IS MARKED BY A DRILL HOLE IN SOLID ROCK COVERED WITH
 RC2369'A THIN COATING OF SOIL, OVER WHICH IS A PILE OF ROCKS.  THERE IS A
 RC2369'BLAZED OAK 12 INCHES IN DIAMETER STANDING NEAR THE EDGE OF THE
 RC2369'PRECIPICE DISTANT 20.24 METERS N 25 DEG 21 MIN E MAGNETIC, A
 RC2369'BLAZED OAK TREE 18 INCHES IN DIAMETER STANDING BACK FROM THE EDGE
 RC2369'IN A THICKET OF SMALL OAKS DISTANT 19.29 METERS N 46 DEG 19
 RC2369'MIN E MAGNETIC, AND A SMALL SCRUB OAK AT THE EDGE OF THE
 RC2369'THICKET DISTANT 10.52 METERS S 78 DEG 13 MIN E MAGNETIC.
 RC2369
 RC2369                          STATION RECOVERY (1939)
 RC2369
 RC2369'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (WMS)
 RC2369'STATION IS ON THE S SIDE OF THE COLUMBIA RIVER 3 MILES NE OF
 RC2369'CASCADE LOCKS, OREGON, AT THE TOP OF BLUFF ON W POINT OF A ROCK
 RC2369'ISLAND ABOUT 200 FEET IN ELEVATION AND 1 MILE E OF MOUTH OF HERMAN
 RC2369'CREEK.  (THIS ISLAND WAS ORIGINALLY A HILL ATTACHED TO THE
 RC2369'MAINLAND BUT FORMATION OF BONNEVILLE LAKE SURROUNDS IT ENTIRELY BY
 RC2369'WATER).  THERE IS ALSO AN AIRWAY BEACON, RADIO AND
 RC2369'WEATHER STATION ON THE ISLAND.
 RC2369'
 RC2369'ORIGINAL DRILL HOLE IN BEDROCK RECOVERED AND RE-MARKED BY STANDARD
 RC2369'TRIANGULATION STATION DISK SET IN ORIGINAL HOLE.  REFERENCE TREES
 RC2369'WERE NOT RECOVERED BUT POINT IS POSITIVE.
 RC2369'
 RC2369'REFERENCE MARK NO.1 1939, IS A DISK SET IN OUTCROPPING BEDROCK.
 RC2369'
 RC2369'REFERENCE MARK NO.2 1939, IS A DISK SET IN IRREGULAR MASS OF
 RC2369'CONCRETE.
 RC2369
 RC2369                          STATION RECOVERY (1948)
 RC2369
 RC2369'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (WHB)
 RC2369'BOTH STATION AND R.M. 2 ARE IN EXCELLENT CONDITION.  THE DISTANCE
 RC2369'TO R.M. 2 WAS VERIFIED BUT NO CHECK WAS MADE ON DIRECTION.  THE
 RC2369'DISTANCE TO R.M. 1 WAS NOT VERIFIED.
 RC2369'
 RC2369'STATION IS ON THE S SIDE OF THE COLUMBIA RIVER ABOUT 3 MILES NE
 RC2369'OF CASCADE LOCKS, AT TOP OF BLUFF ON W POINT OF ROCK ISLAND, AND 1
 RC2369'MILE E OF MOUTH OF HERMAN CREEK.  (THIS ROCK ISLAND WAS ORIGINALLY
 RC2369'A HILL ATTACHED TO THE MAINLAND BUT FORMATION OF BONNEVILLE LAKE
 RC2369'SURROUNDS IT ENTIRELY.) IT IS ABOUT 200 FEET IN ELEVATION, ABOUT
 RC2369'12 METERS OF AND SOMEWHAT W OF OAK-GROWTH OF TREES, ON A SMALL
 RC2369'KNOLL ABOUT 5 METERS E OF THE W EDGE OF BLUFF.  THE AIRWAY
 RC2369'BEACON AND WEATHER AND RADIO STATIONS MENTIONED IN THE 1939
 RC2369'DESCRIPTION ARE NO LONGER IN PLACE.
 RC2369'
 RC2369'STATION MARK IS A BRONZE DISK SET IN DRILLED HOLE IN BEDROCK,
 RC2369'STAMPED END 1901-1939 ABOUT 4 INCHES BELOW THE SURFACE.
 RC2369'
 RC2369'R.M. 2 IS A BRONZE REFERENCE DISK SET IN OUTCROPPING BEDROCK, SET
 RC2369'ON A SLANT WITH ARROW POINTING TOWARD THE STATION, STAMPED END
 RC2369'NO. 2 1939.  THE DISTANCE OF 5.474 METERS WAS MEASURED AND FOUND
 RC2369'CORRECT.
 RC2369'
 RC2369'R.M. 1 WAS NOT FOUND.  HOWEVER, THE IRREGULAR MASS OF CONCRETE
 RC2369'WAS NOTED AND IT IS POSSIBLE THAT THE R.M. IS STILL IN PLACE AND
 RC2369'IN GOOD CONDITION.
 RC2369'
 RC2369'THE ONLY WAY TO REACH STATION IS BY BOAT, LANDING ON THE SW END
 RC2369'OF THE ISLAND AND WALKING UP FAINT TRAIL TO STATION.  RING OF
 RC2369'BRICKS AND STONE WAS LAID AROUND STATION WHICH SHOULD AID IN FUTURE
 RC2369'RECOVERY OF STATION.
 RC2369
 RC2369                          STATION RECOVERY (1959)
 RC2369
 RC2369'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LGT)
 RC2369'RECOVERED IN GOOD CONDITION, ABOUT 2-1/2 MILES NORTHEAST OF CASCADE
 RC2369'LOCKS, ON THE SOUTH SHORE OF THE COLUMBIA RIVER, AT THE TOP OF A
 RC2369'ROCKY BLUFF, AT THE NORTHWEST END OF A ROCKY HILL, ABOUT 200 FEET
 RC2369'ABOVE THE SURFACE OF THE COLUMBIA RIVER.  THE ROCKY HILL IS
 RC2369'SURROUNDED BY WATER EXCEPT FOR A WILLOW COVERED SAND SPIT THAT
 RC2369'CONNECTS THE HILL TO THE SOUTH SHORE OF THE RIVER.
 RC2369'
 RC2369'THE STATION CAN BE REACHED BY LANDING A BOAT ON THE SOUTH SHORE OF
 RC2369'THE HILL AND PACKING NORTHWARD ALONG AN OLD ROAD TO THE NORTHWEST
 RC2369'POINT OF THE HILL AND THE STATION.  ABOUT A 10 MINUTE PACK.  THE
 RC2369'STATION CAN BE REACHED BY VEHICLE AND PACKING DURING THE NORMAL
 RC2369'LEVEL OF THE RIVER.  TO REACH FROM FIFTH AVENUE AND U.S. HIGHWAY
 RC2369'30 IN CASCADE LOCKS, GO EAST ON U.S. HIGHWAY 30 FOR 4.0 MILES,
 RC2369'PARK THE TRUCK AND PACK NORTH (DOWN HILL) TO THE RAILROAD
 RC2369'TRACKS, THEN PACK WEST ON WILLOW COVERED SAND SPIT TO THE
 RC2369'PROMINENT ROCKY HILL TO THE WEST, FOLLOW THE TRAIL UP THE EAST
 RC2369'SLOPE OF THE HILL TO THE CREST, THEN WESTWARD TO THE NORTHWEST
 RC2369'POINT AND STATION.  ABOUT A 30 MINUTE PACK.
 RC2369'
 RC2369'THE STATION IS A STANDARD DISK STAMPED END 1901 SET IN A DRILL
 RC2369'HOLE IN THE BEDROCK, ABOUT 2 INCHES BELOW THE SURFACE OF THE GROUND.
 RC2369'
 RC2369'REFERENCE MARK NUMBER 1 WAS SEARCHED FOR AND WAS NOT RECOVERED.  IT
 RC2369'IS BELIEVED TO HAVE BEEN LOST WHEN THE BASE OF THE AIRWAY BEACON
 RC2369'WAS DEMOLISHED.
 RC2369'
 RC2369'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED END NO 2 1939
 RC2369'SET IN A DRILL HOLE IN A ROCK OUTCROP.  IT IS NORTHWEST OF THE
 RC2369'STATION AND ABOUT 2 FEET LOWER.
 RC2369
 RC2369                          STATION RECOVERY (1975)
 RC2369
 RC2369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 RC2369'THE STATION HAS BEEN DESTROYED, THIS IS AN OLD QUARRY SITE.
 RC2369'
 RC2369'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RC2369'3 MILES NORTHEAST OF CASCADE LOCKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1206 ***********************************************************************
 OA1206  DESIGNATION -  END
 OA1206  PID         -  OA1206
 OA1206  STATE/COUNTY-  OR/DOUGLAS
 OA1206  USGS QUAD   -  WINCHESTER BAY (1985)
 OA1206
 OA1206                         *CURRENT SURVEY CONTROL
 OA1206  ___________________________________________________________________
 OA1206* NAD 83(1991)-  43 39 11.33976(N)    124 12 32.02675(W)     ADJUSTED  
 OA1206* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 OA1206  ___________________________________________________________________
 OA1206  LAPLACE CORR-          16.90  (seconds)                    DEFLEC99
 OA1206  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 OA1206  HORZ ORDER  -  THIRD
 OA1206
 OA1206.The horizontal coordinates were established by classical geodetic methods
 OA1206.and adjusted by the National Geodetic Survey in October 1991.
 OA1206
 OA1206.The orthometric height was scaled from a topographic map.
 OA1206
 OA1206.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1206
 OA1206.The geoid height was determined by GEOID03.
 OA1206
 OA1206;                    North         East     Units Scale Factor Converg.
 OA1206;SPC OR S     -   227,290.840 1,200,914.679   MT  0.99993034   -2 32 14.8
 OA1206;SPC OR S     -   745,704.86  3,940,008.79   iFT  0.99993034   -2 32 14.8
 OA1206;UTM  10      - 4,834,060.114   402,514.615   MT  0.99971689   -0 50 04.4
 OA1206
 OA1206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1206!SPC OR S     -   1.00000352  x   0.99993034  =   0.99993386
 OA1206!UTM  10      -   1.00000352  x   0.99971689  =   0.99972041
 OA1206
 OA1206:                Primary Azimuth Mark                     Grid Az
 OA1206:SPC OR S     -  POINT                                    016 44 32.2
 OA1206:UTM  10      -  POINT                                    015 02 21.8
 OA1206
 OA1206|---------------------------------------------------------------------|
 OA1206| PID    Reference Object                     Distance      Geod. Az  |
 OA1206|                                                           dddmmss.s |
 OA1206| OA1179 POINT                               APPROX. 1.4 KM 0141217.4 |
 OA1206| OA1164 REAR RANGE BEACON                   APPROX. 1.8 KM 0303742.2 |
 OA1206| OA1216 LIGHT FLAGPOLE                      APPROX. 1.3 KM 0382521.3 |
 OA1206| OA1170 UMPQUA RIVER LIGHTHOUSE             APPROX. 1.3 KM 0392920.0 |
 OA1206| OA1166 TOP                                 APPROX. 0.8 KM 1451102.2 |
 OA1206|---------------------------------------------------------------------|
 OA1206
 OA1206                          SUPERSEDED SURVEY CONTROL
 OA1206
 OA1206  NAD 83(1986)-  43 39 11.34315(N)    124 12 32.07465(W) AD(       ) 3
 OA1206  NAD 27      -  43 39 11.40100(N)    124 12 27.69500(W) AD(       ) 3
 OA1206
 OA1206.Superseded values are not recommended for survey control.
 OA1206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1206.See file dsdata.txt to determine how the superseded data were derived.
 OA1206
 OA1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP0251534060(NAD 83)
 OA1206
 OA1206  HISTORY     - Date     Condition        Report By
 OA1206  HISTORY     - 1920     MONUMENTED       CGS
 OA1206  HISTORY     - 1948     SEE DESCRIPTION  CGS
 OA1206
 OA1206                          STATION DESCRIPTION
 OA1206
 OA1206'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (OWS)
 OA1206'THIS STATION IS ABOUT 1 MILE S OF THE UMPQUA RIVER AND 50 METERS
 OA1206'BACK OF THE SHORE LINE.
 OA1206'
 OA1206'STATION IS MARKED BY A STAKE DRIVEN IN THE SAND.
 OA1206'
 OA1206'UMPQUA LIGHT IS 1,317.1 METERS FROM THE STATION IN AZIMUTH 219
 OA1206'DEG 29 MIN 35 SEC.
 OA1206
 OA1206                          STATION RECOVERY (1948)
 OA1206
 OA1206'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RAE)
 OA1206'A SEARCH WAS MADE FOR THIS STATION BUT IT WAS NOT FOUND.  AS THE
 OA1206'MARK WAS NOT PERMANENT AND WAS IN AN AREA OF SHIFTING SAND, IT
 OA1206'SHOULD BE CLASSIFIED AS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2364 ***********************************************************************
 RC2364  DESIGNATION -  END RM 1
 RC2364  PID         -  RC2364
 RC2364  STATE/COUNTY-  OR/HOOD RIVER
 RC2364  USGS QUAD   -  CARSON (1994)
 RC2364
 RC2364                         *CURRENT SURVEY CONTROL
 RC2364  ___________________________________________________________________
 RC2364* NAD 83(1991)-  45 41 24.63091(N)    121 50 49.07625(W)     ADJUSTED  
 RC2364* NAVD 88     -        13.     (meters)      43.     (feet)  SCALED    
 RC2364  ___________________________________________________________________
 RC2364  LAPLACE CORR-           5.63  (seconds)                    DEFLEC99
 RC2364  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 RC2364  HORZ ORDER  -  THIRD
 RC2364
 RC2364.The horizontal coordinates were established by classical geodetic methods
 RC2364.and adjusted by the National Geodetic Survey in October 1991.
 RC2364
 RC2364.The orthometric height was scaled from a topographic map.
 RC2364
 RC2364.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2364
 RC2364.The geoid height was determined by GEOID03.
 RC2364
 RC2364;                    North         East     Units Scale Factor Converg.
 RC2364;SPC OR N     -   225,733.979 2,395,090.345   MT  0.99993598   -0 57 18.9
 RC2364;SPC OR N     -   740,597.04  7,857,907.96   iFT  0.99993598   -0 57 18.9
 RC2364;SPC WA S     -    40,559.484   395,080.141   MT  1.00003552   -0 58 42.3
 RC2364;SPC WA S     -   133,068.91  1,296,192.10   sFT  1.00003552   -0 58 42.3
 RC2364;UTM  10      - 5,060,271.244   589,778.989   MT  0.99969909   +0 49 30.5
 RC2364
 RC2364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2364!SPC OR N     -   1.00000136  x   0.99993598  =   0.99993734
 RC2364!SPC WA S     -   1.00000136  x   1.00003552  =   1.00003688
 RC2364!UTM  10      -   1.00000136  x   0.99969909  =   0.99970045
 RC2364
 RC2364                          SUPERSEDED SURVEY CONTROL
 RC2364
 RC2364  NAD 83(1986)-  45 41 24.64155(N)    121 50 49.08450(W) AD(       ) 3
 RC2364  NAD 27      -  45 41 25.21700(N)    121 50 44.81600(W) AD(       ) 3
 RC2364
 RC2364.Superseded values are not recommended for survey control.
 RC2364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2364.See file dsdata.txt to determine how the superseded data were derived.
 RC2364
 RC2364_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER8977960271(NAD 83)
 RC2364
 RC2364  HISTORY     - Date     Condition        Report By
 RC2364  HISTORY     - 1939     MONUMENTED       CGS
 RC2364
 RC2364                          STATION DESCRIPTION
 RC2364
 RC2364'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 RC2364'SEE STATION END
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0835 ***********************************************************************
 NY0835  DESIGNATION -  ENNIS
 NY0835  PID         -  NY0835
 NY0835  STATE/COUNTY-  OR/LAKE
 NY0835  USGS QUAD   -  MORGAN BUTTE (1980)
 NY0835
 NY0835                         *CURRENT SURVEY CONTROL
 NY0835  ___________________________________________________________________
 NY0835* NAD 83(1991)-  42 35 40.26315(N)    120 31 27.00214(W)     ADJUSTED  
 NY0835* NAVD 88     -      1790.3    (meters)    5874.     (feet)  VERTCON   
 NY0835  ___________________________________________________________________
 NY0835  LAPLACE CORR-          -6.15  (seconds)                    DEFLEC99
 NY0835  GEOID HEIGHT-         -20.62  (meters)                     GEOID03
 NY0835  HORZ ORDER  -  SECOND
 NY0835
 NY0835.The horizontal coordinates were established by classical geodetic methods
 NY0835.and adjusted by the National Geodetic Survey in October 1991.
 NY0835
 NY0835.The NAVD 88 height was computed by applying the VERTCON shift value to
 NY0835.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NY0835
 NY0835.The Laplace correction was computed from DEFLEC99 derived deflections.
 NY0835
 NY0835.The geoid height was determined by GEOID03.
 NY0835
 NY0835;                    North         East     Units Scale Factor Converg.
 NY0835;SPC OR S     -   103,069.084 1,498,016.580   MT  0.99994446   -0 00 59.5
 NY0835;SPC OR S     -   338,153.16  4,914,752.56   iFT  0.99994446   -0 00 59.5
 NY0835;UTM  10      - 4,718,759.548   703,128.346   MT  1.00010767   +1 40 34.4
 NY0835
 NY0835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NY0835!SPC OR S     -   0.99972253  x   0.99994446  =   0.99966701
 NY0835!UTM  10      -   0.99972253  x   1.00010767  =   0.99983017
 NY0835
 NY0835:                Primary Azimuth Mark                     Grid Az
 NY0835:SPC OR S     -  ENNIS AZ MK                              057 27 16.1
 NY0835:UTM  10      -  ENNIS AZ MK                              055 45 42.2
 NY0835
 NY0835|---------------------------------------------------------------------|
 NY0835| PID    Reference Object                     Distance      Geod. Az  |
 NY0835|                                                           dddmmss.s |
 NY0835| CD6490 ENNIS AZ MK                                        0572616.6 |
 NY0835| CD6491 ENNIS RM 1                            7.686 METERS 17109     |
 NY0835| CD6492 ENNIS RM 2                           12.650 METERS 24355     |
 NY0835|---------------------------------------------------------------------|
 NY0835
 NY0835                          SUPERSEDED SURVEY CONTROL
 NY0835
 NY0835  NAD 83(1986)-  42 35 40.26979(N)    120 31 27.00319(W) AD(       ) 2
 NY0835  NAD 27      -  42 35 40.71900(N)    120 31 23.11500(W) AD(       ) 2
 NY0835  NGVD 29 (07/19/86) 1789.1    (m)         5870.     (f) VERT ANG    3  
 NY0835
 NY0835.Superseded values are not recommended for survey control.
 NY0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0835.See file dsdata.txt to determine how the superseded data were derived.
 NY0835
 NY0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGN0312818760(NAD 83)
 NY0835_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NY0835_SETTING: 80 = SET IN A BOULDER
 NY0835_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 NY0835
 NY0835  HISTORY     - Date     Condition        Report By
 NY0835  HISTORY     - 1948     MONUMENTED       CGS
 NY0835
 NY0835                          STATION DESCRIPTION
 NY0835
 NY0835'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MTP)
 NY0835'THE STATION IS LOCATED ABOUT 14 MILES NORTHWEST OF VALLEY FALLS,
 NY0835'ABOUT 6 MILES SOUTH OF PAISLEY, AND 2 MILES SOUTHWEST OF
 NY0835'STATE HIGHWAY 31 AT A CURVE, ON A BARETOPPED BUTTE AT THE EAST
 NY0835'EDGE OF A HIGH RANGE OF HILLS.
 NY0835'
 NY0835'THE STATION MARK IS SET IN A 1 X 2 FOOT BOULDER THAT PROJECTS 3
 NY0835'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 75 FEET
 NY0835'EAST-SOUTHEAST OF A CLUMP OF JUNIPER TREES, 3 FEET EAST OF THE
 NY0835'HIGHEST POINT ON THE HILL, AND 10 FEET WEST OF THE EAST EDGE OF
 NY0835'THE HILL.  IT IS A STANDARD DISK STAMPED ENNIS 1948.
 NY0835'
 NY0835'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A 1 X 2 FOOT
 NY0835'BOULDER SET FLUSH WITH THE SURFACE OF THE GROUND ON ITS WEST SIDE
 NY0835'AND PROJECTS 1 FOOT ON THE EAST SIDE.  IT IS 8 FEET WEST OF THE
 NY0835'EAST EDGE OF THE HILL.  IT IS STAMPED ENNIS NO 1 1948.
 NY0835'
 NY0835'REFERENCE MARK NO 2 IS SET IS A 6 X 12 INCH BOULDER THAT IS FLUSH
 NY0835'WITH THE GROUND.  IT IS 2 FEET HIGHER THAN THE STATION MARK.  IT
 NY0835'IS A STANDARD DISK STAMPED ENNIS NO 2 1948.
 NY0835'
 NY0835'THE AZIMUTH MARK IS A STANDARD U.S.C AND GS BENCH MARK SET IS A
 NY0835'10 X 10 INCH CONCRETE POST THAT PROJECTS 12 INCHES ABOVE THE
 NY0835'SURFACE OF THE GROUND.  IT IS 29 FEET NORTH OF STATE HIGHWAY 31,
 NY0835'1-1/2 FEET SOUTH OF AN EAST-WEST FENCE LINE, AND 2 FEET EAST OF
 NY0835'A U.S.BM WITNESS POST.  IT IS STAMPED D 72 1931.
 NY0835'
 NY0835'TO REACH THE STATION FROM THE POST OFFICE AT PAISLEY, GO
 NY0835'SOUTHEAST ON STATE HIGHWAY 31 FOR 6.0 MILES.  TURN RIGHT AS PER
 NY0835'SIGN CLOVER FLAT RD. AND GO SOUTH FOR 0.8 MILE, TURN RIGHT
 NY0835'THROUGH GATE AND TAKE LEFT MIDDLE FORK.  GO SOUTHWEST ACROSS
 NY0835'FLAT AND AROUND HILL FOR 2.2 MILES TO A STOCK YARD AND 2 LARGE
 NY0835'PINION PINE TREES ON RIGHT.  TURN RIGHT AROUND WEST SIDE OF YARD
 NY0835'AND GO NORTH TO FENCE THEN EAST TO A FENCE CORNER AND END OF
 NY0835'TRUCK TRAVEL.  FROM HERE PACK NORTHEAST TO TOP OF HILL AND
 NY0835'STATION SITE.
 NY0835'
 NY0835'TO REACH THE AZIMUTH MARK CONTINUE 1.4 MILES SOUTHEAST ON
 NY0835'HIGHWAY 31 BEYOND CLOVER FLAT ROAD TO THE AZIMUTH MARK ON THE
 NY0835'LEFT SIDE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0894 ***********************************************************************
 RD0894  DESIGNATION -  ENT
 RD0894  PID         -  RD0894
 RD0894  STATE/COUNTY-  OR/YAMHILL
 RD0894  USGS QUAD   -  MC MINNVILLE (1992)
 RD0894
 RD0894                         *CURRENT SURVEY CONTROL
 RD0894  ___________________________________________________________________
 RD0894* NAD 83(1986)-  45 14 22.     (N)    123 08 47.     (W)     SCALED    
 RD0894* NAVD 88     -        42.29   (+/-2cm)     138.7    (feet)  VERTCON   
 RD0894  ___________________________________________________________________
 RD0894  GEOID HEIGHT-         -22.14  (meters)                     GEOID03
 RD0894  VERT ORDER  -  ? (See Below)
 RD0894
 RD0894.The horizontal coordinates were scaled from a topographic map and have
 RD0894.an estimated accuracy of +/- 6 seconds.
 RD0894
 RD0894.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD0894.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD0894.The vertical order pertains to the NGVD 29 superseded value.
 RD0894
 RD0894.The geoid height was determined by GEOID03.
 RD0894
 RD0894;                    North         East    Units  Estimated Accuracy
 RD0894;SPC OR N     -   178,170.    2,292,270.      MT  (+/- 180 meters Scaled)
 RD0894
 RD0894                          SUPERSEDED SURVEY CONTROL
 RD0894
 RD0894  NGVD 29 (??/??/92)   41.259  (m)          135.36   (f) ADJ UNCH    ?  
 RD0894
 RD0894.Superseded values are not recommended for survey control.
 RD0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0894.See file dsdata.txt to determine how the superseded data were derived.
 RD0894
 RD0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR885095(NAD 83)
 RD0894_MARKER: DD = SURVEY DISK
 RD0894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0894_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0894_STAMPING: ENT SOT 1935
 RD0894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0894+STABILITY: SURFACE MOTION
 RD0894
 RD0894  HISTORY     - Date     Condition        Report By
 RD0894  HISTORY     - 1935     MONUMENTED       DOD
 RD0894
 RD0894                          STATION DESCRIPTION
 RD0894
 RD0894'DESCRIBED BY US DEPARTMENT OF DEFENSE 1935
 RD0894'1.5 MI SW FROM LAFAYETTE.
 RD0894'ABOUT 1.5 MILES SOUTHWEST OF LAFAYETTE ON PACIFIC HIGHWAY WEST,
 RD0894'MILEAGE 35.1, AT CURVE TO NORTHWEST, .25 MILE EAST OF PASS UNDER
 RD0894'RAILROAD, 21 FEET SOUTHEAST OF SIDE ROAD, 18 FEET SOUTHEAST OF HIGHWAY
 RD0894'TANGENT TO NORTHEAST, 3 FEET SOUTHWEST OF NORTHEAST LINE OF HOUSE
 RD0894'PROJECTED, NORTHWEST OF TWO LARGE FIR TREES.  DISK STAMPED ENT SOT
 RD0894'1935 IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA1153 ***********************************************************************
 RA1153  DESIGNATION -  ENTERPRISE COUNTY CTHSE DOME
 RA1153  PID         -  RA1153
 RA1153  STATE/COUNTY-  OR/WALLOWA
 RA1153  USGS QUAD   -  ENTERPRISE (1990)
 RA1153
 RA1153                         *CURRENT SURVEY CONTROL
 RA1153  ___________________________________________________________________
 RA1153* NAD 83(1991)-  45 25 30.21269(N)    117 16 37.44305(W)     ADJUSTED  
 RA1153* NAVD 88     -              **(meters)            **(feet)            
 RA1153  ___________________________________________________________________
 RA1153  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 RA1153  GEOID HEIGHT-         -16.14  (meters)                     GEOID03
 RA1153  HORZ ORDER  -  THIRD
 RA1153
 RA1153.The horizontal coordinates were established by classical geodetic methods
 RA1153.and adjusted by the National Geodetic Survey in October 1991.
 RA1153
 RA1153
 RA1153.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1153
 RA1153.The geoid height was determined by GEOID03.
 RA1153
 RA1153;                    North         East     Units Scale Factor Converg.
 RA1153;SPC OR N     -   200,426.009 2,752,141.156   MT  0.99990457   +2 17 08.4
 RA1153;SPC OR N     -   657,565.65  9,029,334.50   iFT  0.99990457   +2 17 08.4
 RA1153;UTM  11      - 5,030,208.173   478,324.905   MT  0.99960578   -0 11 50.5
 RA1153
 RA1153                          SUPERSEDED SURVEY CONTROL
 RA1153
 RA1153  NAD 83(1986)-  45 25 30.21753(N)    117 16 37.43339(W) AD(       ) 4
 RA1153  NAD 27      -  45 25 30.67557(N)    117 16 33.83430(W) AD(       ) 3
 RA1153
 RA1153.Superseded values are not recommended for survey control.
 RA1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1153.See file dsdata.txt to determine how the superseded data were derived.
 RA1153
 RA1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML7832530208(NAD 83)
 RA1153
 RA1153  HISTORY     - Date     Condition        Report By
 RA1153  HISTORY     - 1946     MONUMENTED       CGS
 RA1153  HISTORY     - 20080802 GOOD             GEOCAC
 RA1153
 RA1153                          STATION DESCRIPTION
 RA1153
 RA1153'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JTJ)
 RA1153'LOCATED BY INTERSECTION.
 RA1153'
 RA1153'STATION IS THE BALL ON TOP OF THE WALLOWA COUNTY COURTHOUSE
 RA1153'LOCATED IN ENTERPRISE, OREGON ON MAIN AND RIVER STREETS.
 RA1153
 RA1153                          STATION RECOVERY (2008)
 RA1153
 RA1153'RECOVERY NOTE BY GEOCACHING 2008 (JLH)
 RA1153'COURTHOUSE, COURTHOUSE TOWER AND AFIXED BALL REMAIN PRESENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1342 ***********************************************************************
 SC1342  DESIGNATION -  ENTERPRISE LANDING FRONT LIGHT
 SC1342  PID         -  SC1342
 SC1342  STATE/COUNTY-  OR/COLUMBIA
 SC1342  USGS QUAD   -  KALAMA (1990)
 SC1342
 SC1342                         *CURRENT SURVEY CONTROL
 SC1342  ___________________________________________________________________
 SC1342* NAD 83(1991)-  46 00 04.08593(N)    122 52 24.48555(W)     ADJUSTED  
 SC1342* NAVD 88     -              **(meters)            **(feet)            
 SC1342  ___________________________________________________________________
 SC1342  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 SC1342  GEOID HEIGHT-         -21.85  (meters)                     GEOID03
 SC1342  HORZ ORDER  -  THIRD
 SC1342
 SC1342.The horizontal coordinates were established by classical geodetic methods
 SC1342.and adjusted by the National Geodetic Survey in October 1991.
 SC1342
 SC1342
 SC1342.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1342
 SC1342.The geoid height was determined by GEOID03.
 SC1342
 SC1342;                    North         East     Units Scale Factor Converg.
 SC1342;SPC OR N     -   262,121.292 2,316,173.473   MT  1.00000029   -1 40 59.6
 SC1342;SPC OR N     -   859,977.99  7,598,994.33   iFT  1.00000029   -1 40 59.6
 SC1342;SPC WA S     -    76,992.046   316,181.042   MT  0.99996618   -1 43 26.7
 SC1342;SPC WA S     -   252,598.07  1,037,337.30   sFT  0.99996618   -1 43 26.7
 SC1342;UTM  10      - 5,094,181.378   509,797.449   MT  0.99960118   +0 05 27.7
 SC1342
 SC1342                          SUPERSEDED SURVEY CONTROL
 SC1342
 SC1342  NAD 83(1986)-  46 00 04.10314(N)    122 52 24.48076(W) AD(       ) 4
 SC1342  NAD 27      -  46 00 04.68900(N)    122 52 20.09300(W) AD(       ) 3
 SC1342
 SC1342.Superseded values are not recommended for survey control.
 SC1342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1342.See file dsdata.txt to determine how the superseded data were derived.
 SC1342
 SC1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER0979794181(NAD 83)
 SC1342
 SC1342  HISTORY     - Date     Condition        Report By
 SC1342  HISTORY     - UNK      MONUMENTED
 SC1342  HISTORY     - 1937     SEE DESCRIPTION  CGS
 SC1342
 SC1342                          STATION DESCRIPTION
 SC1342
 SC1342'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (RWK)
 SC1342'STATION LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1358 ***********************************************************************
 SC1358  DESIGNATION -  ENTERPRISE LANDING SHELL CO TK
 SC1358  PID         -  SC1358
 SC1358  STATE/COUNTY-  OR/COLUMBIA
 SC1358  USGS QUAD   -  KALAMA (1990)
 SC1358
 SC1358                         *CURRENT SURVEY CONTROL
 SC1358  ___________________________________________________________________
 SC1358* NAD 83(1991)-  46 00 30.38723(N)    122 52 29.20443(W)     ADJUSTED  
 SC1358* NAVD 88     -              **(meters)            **(feet)            
 SC1358  ___________________________________________________________________
 SC1358  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 SC1358  GEOID HEIGHT-         -21.82  (meters)                     GEOID03
 SC1358  HORZ ORDER  -  THIRD
 SC1358
 SC1358.The horizontal coordinates were established by classical geodetic methods
 SC1358.and adjusted by the National Geodetic Survey in October 1991.
 SC1358
 SC1358
 SC1358.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1358
 SC1358.The geoid height was determined by GEOID03.
 SC1358
 SC1358;                    North         East     Units Scale Factor Converg.
 SC1358;SPC OR N     -   262,935.989 2,316,095.847   MT  1.00000216   -1 41 03.0
 SC1358;SPC OR N     -   862,650.88  7,598,739.66   iFT  1.00000216   -1 41 03.0
 SC1358;SPC WA S     -    77,806.768   316,103.999   MT  0.99996490   -1 43 30.1
 SC1358;SPC WA S     -   255,271.04  1,037,084.54   sFT  0.99996490   -1 43 30.1
 SC1358;UTM  10      - 5,094,992.956   509,694.676   MT  0.99960116   +0 05 24.3
 SC1358
 SC1358                          SUPERSEDED SURVEY CONTROL
 SC1358
 SC1358  NAD 83(1986)-  46 00 30.40428(N)    122 52 29.19981(W) AD(       ) 4
 SC1358  NAD 27      -  46 00 30.98900(N)    122 52 24.80800(W) AD(       ) 3
 SC1358
 SC1358.Superseded values are not recommended for survey control.
 SC1358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1358.See file dsdata.txt to determine how the superseded data were derived.
 SC1358
 SC1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER0969594993(NAD 83)
 SC1358
 SC1358  HISTORY     - Date     Condition        Report By
 SC1358  HISTORY     - 1937     MONUMENTED       CGS
 SC1358  HISTORY     - 1949     SEE DESCRIPTION  CGS
 SC1358
 SC1358                          STATION DESCRIPTION
 SC1358
 SC1358'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (RWK)
 SC1358'STATION IS ABOUT 1/2 MILE S OF GOBLE AT ENTERPRISE LANDING, THE
 SC1358'CENTER OF THE YELLOW COLORED SHELL OIL CO. STORAGE TANK.
 SC1358'
 SC1358'THIS TANK HAS BEEN DISMANTLED, AND THE STATION IS THEREFORE LOST.
 SC1358
 SC1358                          STATION RECOVERY (1949)
 SC1358
 SC1358'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (HJH)
 SC1358'THERE IS NO TANK IN THE AREA INDICATED IN 1937.  THIS STATION HAS
 SC1358'BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0984 ***********************************************************************
 RA0984  DESIGNATION -  ENTERPRISE MAG STA
 RA0984  PID         -  RA0984
 RA0984  STATE/COUNTY-  OR/WALLOWA
 RA0984  USGS QUAD   -  ENTERPRISE (1990)
 RA0984
 RA0984                         *CURRENT SURVEY CONTROL
 RA0984  ___________________________________________________________________
 RA0984* NAD 83(1991)-  45 25 52.86717(N)    117 16 50.56249(W)     ADJUSTED  
 RA0984* NAVD 88     -      1140.852  (meters)    3742.95   (feet)  ADJUSTED  
 RA0984  ___________________________________________________________________
 RA0984  LAPLACE CORR-           2.43  (seconds)                    DEFLEC99
 RA0984  GEOID HEIGHT-         -16.16  (meters)                     GEOID03
 RA0984  DYNAMIC HT  -        1140.532 (meters)    3741.90  (feet)  COMP
 RA0984  MODELED GRAV-     980,296.1   (mgal)                       NAVD 88
 RA0984
 RA0984  HORZ ORDER  -  SECOND
 RA0984  VERT ORDER  -  FIRST     CLASS II
 RA0984
 RA0984.The horizontal coordinates were established by classical geodetic methods
 RA0984.and adjusted by the National Geodetic Survey in October 1991.
 RA0984
 RA0984.The orthometric height was determined by differential leveling
 RA0984.and adjusted in June 1991.
 RA0984
 RA0984.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA0984
 RA0984.The geoid height was determined by GEOID03.
 RA0984
 RA0984.The dynamic height is computed by dividing the NAVD 88
 RA0984.geopotential number by the normal gravity value computed on the
 RA0984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0984.degrees latitude (g = 980.6199 gals.).
 RA0984
 RA0984.The modeled gravity was interpolated from observed gravity values.
 RA0984
 RA0984;                    North         East     Units Scale Factor Converg.
 RA0984;SPC OR N     -   201,113.415 2,751,828.343   MT  0.99990507   +2 16 59.1
 RA0984;SPC OR N     -   659,820.92  9,028,308.21   iFT  0.99990507   +2 16 59.1
 RA0984;UTM  11      - 5,030,908.276   478,042.251   MT  0.99960593   -0 11 59.9
 RA0984
 RA0984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA0984!SPC OR N     -   0.99982370  x   0.99990507  =   0.99972879
 RA0984!UTM  11      -   0.99982370  x   0.99960593  =   0.99942970
 RA0984
 RA0984|---------------------------------------------------------------------|
 RA0984| PID    Reference Object                     Distance      Geod. Az  |
 RA0984|                                                           dddmmss.s |
 RA0984| RA0986 ENTERPRISE MAG STA RM 1               9.520 METERS 02911     |
 RA0984| RA1154 HOSPITAL                            APPROX. 1.1 KM 1223911.5 |
 RA0984| RA1153 ENTERPRISE COUNTY CTHSE DOME        APPROX. 0.8 KM 1574852.3 |
 RA0984| RA0985 ENTERPRISE MAG STA RM 2              15.804 METERS 30224     |
 RA0984|---------------------------------------------------------------------|
 RA0984
 RA0984                          SUPERSEDED SURVEY CONTROL
 RA0984
 RA0984  NAD 83(1986)-  45 25 52.87089(N)    117 16 50.55209(W) AD(       ) 2
 RA0984  NAD 27      -  45 25 53.32968(N)    117 16 46.95271(W) AD(       ) 2
 RA0984  NGVD 29 (??/??/92) 1139.63   (m)         3738.9    (f) COMPUTED    1 2
 RA0984
 RA0984.Superseded values are not recommended for survey control.
 RA0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0984.See file dsdata.txt to determine how the superseded data were derived.
 RA0984
 RA0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML7804230908(NAD 83)
 RA0984_MARKER: Z = SEE DESCRIPTION
 RA0984_SETTING: 0 = UNSPECIFIED SETTING
 RA0984_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RA0984
 RA0984  HISTORY     - Date     Condition        Report By
 RA0984  HISTORY     - 1946     MONUMENTED       CGS
 RA0984
 RA0984                          STATION DESCRIPTION
 RA0984
 RA0984'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JTJ)
 RA0984'THE STATION IS LOCATED IN THE FAIRGROUNDS OF THE TOWN OF
 RA0984'ENTERPRISE, WHICH IS IN THE NORTH PART OF TOWN.  ON THE INSIDE
 RA0984'OF THE RACE TRACK AT THE EXTREME END OF THE NORTHEAST TURN AND
 RA0984'THE BEGINNING OF THE STRAIGHT A WAY, AND ABOUT OPPOSITE THE
 RA0984'GRANDSTAND.
 RA0984'
 RA0984'THE MARK IS A STANDARD UNITED STATES COAST AND GEODETIC SURVEY
 RA0984'BRONZE DISK SET IN A CIRCULAR CONCRETE POST FLUSH WITH THE GROUND
 RA0984'SURFACE, 22.5 METERS SOUTH OF FENCE.  STAMPED 3739.5 1917.
 RA0984'
 RA0984'TO REACH FROM MAIN AND W. FIRST STREET IN ENTERPRISE GO NORTH
 RA0984'ON W. FIRST STREET (ENTERPRISE- FLORA HIGHWAY) 0.4 MILE TO
 RA0984'FAIRGROUNDS AND IRON GATE ON THE LEFT, PASS THROUGH GATE AND
 RA0984'CONTINUE FOR 0.1 MILE BEARING RIGHT BETWEEN BUILDINGS TO
 RA0984'NORTHEAST END OF RACE TRACK AND STATION.
 RA0984'
 RA0984'REFERENCE MARK NO 1 IS A STANDARD BRONZE REFERENCE DISK SET IN
 RA0984'A SQUARE BLOCK OF CONCRETE FLUSH WITH THE GROUND SURFACE ON THE
 RA0984'INSIDE EDGE OF THE RACE TRACK, AND IS ABOUT THE SAME LEVEL AS
 RA0984'THE STATION.  STAMPED ENTERPRISE NO 1 1946.
 RA0984'
 RA0984'REFERENCE MARK NO 2 IS A STANDARD BRONZE REFERENCE DISK SET IN
 RA0984'A SQUARE BLOCK OF CONCRETE FLUSH WITH THE GROUND SURFACE ON THE
 RA0984'INSIDE EDGE OF THE RACE TRACK, AND IS ABOUT THE SAME LEVEL AS
 RA0984'THE STATION.  STAMPED ENTERPRISE NO 2 1946.
 RA0984'
 RA0984'STATION HOSPITAL WILL SERVE AS AZIMUTH.
 RA0984'
 RA0984'PICTURE POINT IS FENCE CORNER AT EDGE OF RACE TRACK IN THE
 RA0984'SOUTHEAST TURN OF THE TRACK, 0.47M LOWER THAN STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1637 ***********************************************************************
 RD1637  DESIGNATION -  ENTERPRISE RESET
 RD1637  PID         -  RD1637
 RD1637  STATE/COUNTY-  OR/COLUMBIA
 RD1637  USGS QUAD   -  PITTSBURG (1979)
 RD1637
 RD1637                         *CURRENT SURVEY CONTROL
 RD1637  ___________________________________________________________________
 RD1637* NAD 83(1991)-  45 57 53.35960(N)    123 07 38.76501(W)     ADJUSTED  
 RD1637* NAVD 88     -       489.     (meters)    1604.     (feet)  SCALED    
 RD1637  ___________________________________________________________________
 RD1637  LAPLACE CORR-          -2.81  (seconds)                    DEFLEC99
 RD1637  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 RD1637  HORZ ORDER  -  SECOND
 RD1637
 RD1637.The horizontal coordinates were established by classical geodetic methods
 RD1637.and adjusted by the National Geodetic Survey in October 1991.
 RD1637
 RD1637.The orthometric height was scaled from a topographic map.
 RD1637
 RD1637.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1637
 RD1637.The geoid height was determined by GEOID03.
 RD1637
 RD1637;                    North         East     Units Scale Factor Converg.
 RD1637;SPC OR N     -   258,695.998 2,296,378.975   MT  0.99999125   -1 51 48.0
 RD1637;SPC OR N     -   848,740.15  7,534,051.76   iFT  0.99999125   -1 51 48.0
 RD1637;UTM  10      - 5,090,146.893   490,126.183   MT  0.99960120   -0 05 29.8
 RD1637
 RD1637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1637!SPC OR N     -   0.99992670  x   0.99999125  =   0.99991795
 RD1637!UTM  10      -   0.99992670  x   0.99960120  =   0.99952792
 RD1637
 RD1637|---------------------------------------------------------------------|
 RD1637| PID    Reference Object                     Distance      Geod. Az  |
 RD1637|                                                           dddmmss.s |
 RD1637| RD1636 PHONE BOX AT LOOKOUT STA             13.300 METERS 01000     |
 RD1637| DD9671 ENTERPRISE RM 2                      21.412 METERS 05759     |
 RD1637| RD1630 BAKER POINT                         APPROX. 6.8 KM 1650243.5 |
 RD1637| DD9670 ENTERPRISE RM 1                      19.133 METERS 31720     |
 RD1637|---------------------------------------------------------------------|
 RD1637
 RD1637                          SUPERSEDED SURVEY CONTROL
 RD1637
 RD1637  NAD 83(1986)-  45 57 53.37782(N)    123 07 38.75916(W) AD(       ) 2
 RD1637  NAD 27      -  45 57 53.97300(N)    123 07 34.34900(W) AD(       ) 2
 RD1637
 RD1637.Superseded values are not recommended for survey control.
 RD1637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1637.See file dsdata.txt to determine how the superseded data were derived.
 RD1637
 RD1637_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR9012690147(NAD 83)
 RD1637_MARKER: DS = TRIANGULATION STATION DISK
 RD1637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD1637
 RD1637  HISTORY     - Date     Condition        Report By
 RD1637  HISTORY     - 1970     MONUMENTED       NGS
 RD1637  HISTORY     - 1974     GOOD             USGS
 RD1637
 RD1637                          STATION DESCRIPTION
 RD1637
 RD1637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 RD1637'THE STATION MARK, AND BOTH REFERENCE MARKS WERE RECOVERED.  THE
 RD1637'STATION MARK HAD BEEN HIT BY SOME MACHINERY AND WAS NOT
 RD1637'LEVEL.  THERE WAS NO UNDERGROUND MARK ESTABLISHED FOR THIS
 RD1637'STATION.  ORIGINALLY THE STATION MARK WAS DESCRIBED AS BEING A
 RD1637'STANDARD DISK IN A CONCRETE MONUMENT, BUT IT IS A STANDARD DISK
 RD1637'CEMENTED IN A DRILL HOLE IN A BOULDER.  THE STATION MARK WAS
 RD1637'LEVELED.  A DIFFERENCE IN THE HORIZONTAL ANGLE BETWEEN THE
 RD1637'REFERENCE MARKS WAS FOUND.  A DIFFERENCE IN THE HORIZONTAL
 RD1637'DISTANCE TO THE REFERENCE MARKS WAS FOUND.  LANDMARKS HAVE
 RD1637'CHANGED.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 RD1637'
 RD1637'THE STATION IS 13 MILES SOUTHWEST OF RAINIER, AND 9 MILES
 RD1637'NORTHEAST OF VERNONIA, IN T 6 N, R 4 W, NW 1/4 SECTION 36, ON
 RD1637'TIMBER LAND OWNED BY LONGVIEW FIBRE CORP.
 RD1637'
 RD1637'TO REACH THE STATION FROM THE CROSS STREET JUST NORTH OF THE
 RD1637'VERNONIA POST OFFICE GO NORTHEAST ON STATE HIGHWAY 47 FOR 9.1 MILES
 RD1637'TO THE RAINIER-APIARY JUNCTION, TURN RIGHT, AND GO EAST ON OAK
 RD1637'RANCH CREEK ROAD, TOWARD RAINIER, FOR 1.55 MILES TO A SIDE ROAD
 RD1637'LEFT, TURN LEFT, AND GO NORTHEAST ON THE ROCK ROAD FOR 1.3 MILES
 RD1637'TO A FORK, TAKE RIGHT FORK NORTHERLY FOR 1.0 MILE TO A T
 RD1637'INTERSECTION, TURN LEFT AS PER SIGN, CEDAR CREEK ROAD, AND GO
 RD1637'WEST FOR 0.2 MILE TO A FORK, TAKE RIGHT FORK, UPGRADE, FOR 0.1
 RD1637'MILE TO THE END OF THE ROAD, A TURN-AROUND, AND THE STATION.
 RD1637'
 RD1637'THE STATION MARK, STAMPED ENTERPRISE 1934, IS A STANDARD DISK
 RD1637'CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS 10-INCHES SQUARE,
 RD1637'AND PROJECTS 1 INCH.  IT IS 44 FEET SOUTH OF THE OLD TELEPHONE POLE
 RD1637'IN THE CENTER OF THE TURN-AROUND, 20 FEET SOUTH OF THE CENTER OF
 RD1637'THE ROAD, AND 1 FOOT SOUTH OF THE METAL WITNESS POST.
 RD1637'
 RD1637'REFERENCE MARK NO. 1, STAMPED ENTERPRISE NO 1 1934, IS A STANDARD
 RD1637'DISK SET IN CONCRETE IN A 4-INCH PIPE THAT PROJECTS 5 INCHES, 62
 RD1637'FEET NORTH-NORTHWEST OF THE WITNESS POST, 48 FEET WEST OF THE OLD
 RD1637'TELEPHONE POLE, 30 FEET WEST OF THE CENTER OF THE ROAD, AND 7
 RD1637'FEET NORTH OF AN OLD STUMP THAT IS 6 FEET IN DIAMETER.
 RD1637'
 RD1637'REFERENCE MARK NO. 2, STAMPED ENTERPRISE NO 2 1934, IS A STANDARD
 RD1637'DISK SET IN CONCRETE IN A 4-INCH PIPE THAT PROJECTS 2 INCHES, 55
 RD1637'FEET EAST OF THE OLD TELEPHONE POLE, 30 FEET EAST OF THE CENTER
 RD1637'OF THE ROAD, AND 1 FOOT NORTH OF A METAL WITNESS POST.
 RD1637'
 RD1637'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 102.48 FEET.
 RD1637'
 RD1637'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RD1637'9 MILES NORTHEAST OF VERNONIA.
 RD1637
 RD1637                          STATION RECOVERY (1974)
 RD1637
 RD1637'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (FLA)
 RD1637'RECOVERED AS DESCRIBED BY FLOYD A. MARTIN 1970.
 RD1637'
 RD1637'STATION MARK AND REFERENCE MARKS IN GOOD CONDITION.
 RD1637'
 RD1637'DISTANCE AND DIRECTION FROM STATION TO RMS CHECKED AND FOUND AS
 RD1637'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1956 ***********************************************************************
 RD1956  DESIGNATION -  ENTRANCE
 RD1956  PID         -  RD1956
 RD1956  STATE/COUNTY-  OR/TILLAMOOK
 RD1956  USGS QUAD   -  NETARTS (1986)
 RD1956
 RD1956                         *CURRENT SURVEY CONTROL
 RD1956  ___________________________________________________________________
 RD1956* NAD 83(1991)-  45 28 39.79546(N)    123 53 29.00150(W)     ADJUSTED  
 RD1956* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 RD1956  ___________________________________________________________________
 RD1956  LAPLACE CORR-          18.81  (seconds)                    DEFLEC99
 RD1956  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 RD1956  HORZ ORDER  -  SECOND
 RD1956
 RD1956.The horizontal coordinates were established by classical geodetic methods
 RD1956.and adjusted by the National Geodetic Survey in October 1991.
 RD1956
 RD1956.The orthometric height was scaled from a topographic map.
 RD1956
 RD1956.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1956
 RD1956.The geoid height was determined by GEOID03.
 RD1956
 RD1956;                    North         East     Units Scale Factor Converg.
 RD1956;SPC OR N     -   206,812.651 2,234,933.027   MT  0.99990910   -2 24 18.5
 RD1956;SPC OR N     -   678,519.20  7,332,457.44   iFT  0.99990910   -2 24 18.5
 RD1956;UTM  10      - 5,036,407.781   430,331.188   MT  0.99965968   -0 38 08.0
 RD1956
 RD1956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1956!SPC OR N     -   1.00000291  x   0.99990910  =   0.99991201
 RD1956!UTM  10      -   1.00000291  x   0.99965968  =   0.99966259
 RD1956
 RD1956|---------------------------------------------------------------------|
 RD1956| PID    Reference Object                     Distance      Geod. Az  |
 RD1956|                                                           dddmmss.s |
 RD1956| DD9673 ENTRANCE RM 2                        23.540 METERS 10528     |
 RD1956| DD9674 ENTRANCE RM 3                        11.024 METERS 13424     |
 RD1956| RD1947 DRY STOCKING BAR LIGHT              APPROX. 1.5 KM 1395259.2 |
 RD1956| RD1897 TILLAMOOK RADIO STA KTIL TOWER      APPROX. 2.8 KM 1474240.0 |
 RD1956| DD9672 ENTRANCE RM 1                        10.625 METERS 22948     |
 RD1956| RD1950 DICK POINT LIGHT                    APPROX. 1.0 KM 2922633.2 |
 RD1956| RD1938 BOULDER POINT 3                     APPROX. 2.6 KM 3071220.9 |
 RD1956| RD1955 LONG JETTY CROSSING LIGHT           APPROX. 2.5 KM 3415705.5 |
 RD1956|---------------------------------------------------------------------|
 RD1956
 RD1956                          SUPERSEDED SURVEY CONTROL
 RD1956
 RD1956  NAD 83(1986)-  45 28 39.82608(N)    123 53 28.99812(W) AD(       ) 2
 RD1956  NAD 27      -  45 28 40.45300(N)    123 53 24.52900(W) AD(       ) 2
 RD1956
 RD1956.Superseded values are not recommended for survey control.
 RD1956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1956.See file dsdata.txt to determine how the superseded data were derived.
 RD1956
 RD1956_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR3033136408(NAD 83)
 RD1956_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RD1956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD1956_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RD1956
 RD1956  HISTORY     - Date     Condition        Report By
 RD1956  HISTORY     - 1954     MONUMENTED       CGS
 RD1956  HISTORY     - 1978     SEE DESCRIPTION  NGS
 RD1956
 RD1956                          STATION DESCRIPTION
 RD1956
 RD1956'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (FN)
 RD1956'STATION IS LOCATED 2.4 MILES NORTHWEST OF TILLAMOOK ON THE TOP
 RD1956'OF A DIKE ALONG THE WEST SIDE OF THE MOST WESTERLY FIELD
 RD1956'BORDERING THE NORTH SIDE OF THE TILLAMOOK RIVER, ABOUT 200 METERS
 RD1956'NORTHEAST OF THE NORTHEAST SIDE OF THE RIVER, 14 METERS NORTHWEST
 RD1956'OF THE EDGE OF THE FIELD, 6 METERS SOUTHEAST OF THE EDGE OF THE
 RD1956'SLOUGH IMMEDIATELY NORTHWEST OF THE STATION, 6.88 METERS
 RD1956'SOUTHWEST OF A TRIANGULAR BLAZE ON A 14-INCH FIR AND 1.55
 RD1956'METERS NORTHWEST OF A TRIANGULAR BLAZE ON AN 8-INCH ALDER.  IT
 RD1956'IS A STANDARD TRIANGULATION DISK STAMPED ENTRANCE 1954 SET
 RD1956'IN THE TOP OF A CONCRETE-FILLED 8-INCH TILE FLUSH WITH THE
 RD1956'GROUND.
 RD1956'
 RD1956'REFERENCE MARK NO. 1 IS SOUTH-SOUTHWEST OF THE STATION ON TOP
 RD1956'OF THE DIKE AND ABOUT 1 FOOT LOWER.  IT IS A STANDARD REFERENCE
 RD1956'DISK STAMPED ENTRANCE NO 1 1954 AND SET IN THE TOP OF AN 8-INCH
 RD1956'CONCRETE-FILLED TILE PROJECTING 4 INCHES.
 RD1956'
 RD1956'REFERENCE MARK NO. 2 IS EAST OF THE STATION AND ABOUT 4 FEET
 RD1956'LOWER.  IT IS A STANDARD REFERENCE DISK STAMPED ENTRANCE NO 2
 RD1956'1954 AND SET IN THE TOP OF AN 8-INCH CONCRETE-FILLED CONCRETE TILE
 RD1956'PROJECTING 4 INCHES.
 RD1956'
 RD1956'TO REACH THE STATION, PROCEED NORTH ALONG U.S. HIGHWAY 101 FROM
 RD1956'THE POSTOFFICE AT TILLAMOOK 1.0 MILE TO THE COASTWAY MOTEL AND
 RD1956'A PAVED ROAD WEST, THENCE 1.0 MILE WEST ALONG PAVED ROAD TO END OF
 RD1956'PAVEMENT AND T-ROAD NORTH, THENCE STRAIGHT AHEAD (WEST) 0.4 MILE
 RD1956'ALONG FARM ROAD TO A LARGE BARN.  STATION IS 1 MILE WEST OF BARN
 RD1956'AT END OF FIELD.  A JEEP MAY BE DRIVEN WESTWARD FROM THE BARN
 RD1956'ALONG THE SOUTH EDGE OF THE FIELD TO WITHIN 1000 FEET OF THE
 RD1956'STATION.  STATION MAY ALSO BE REACHED BY BOAT AT ALL TIDES
 RD1956'BY PROCEEDING NORTHEAST FROM THE TILLAMOOK RIVER ALONG THE
 RD1956'SMALL SLOUGH BETWEEN THE DIKE AND THE MARSH THAT EXTENDS
 RD1956'NORTHWESTWARD.
 RD1956
 RD1956                          STATION RECOVERY (1978)
 RD1956
 RD1956'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 RD1956'THE STATION MARK, AND REFERENCE MARK NO. 1 WERE RECOVERED IN GOOD
 RD1956'CONDITION.  REFERENCE MARK NO. 2 WAS SEARCHED FOR, BUT NOT
 RD1956'RECOVERED, IT IS BELIEVED TO BE DESTROYED.  REFERENCE MARK NO. 3
 RD1956'WAS ESTABLISHED.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 RD1956'
 RD1956'THE STATION IS ON LAND OWNED BY MR. KIETH BURNS, AND MR. DAN
 RD1956'OLEARY.
 RD1956'
 RD1956'TO REACH THE STATION FROM THE TILLAMOOK POST OFFICE, GO WEST ON
 RD1956'SECOND STREET FOR 1 BLOCK TO U.S. HIGHWAY 101, TURN RIGHT, AND GO
 RD1956'NORTH ON U.S. HIGHWAY 101 FOR 1.0 MILE TO A SIDE ROAD LEFT, JUST
 RD1956'AFTER PASSING THE COASTWAY MOTEL ON THE LEFT, TURN LEFT, AND GO
 RD1956'WEST ON GOODSPEED ROAD FOR 1.0 MILE TO WHERE THE MAIN TRAFFIC
 RD1956'TURNS RIGHT, AND A WIRE GATE ACROSS THE ROAD STRAIGHT AHEAD.
 RD1956'PASS THRU THE GATE, AND GO WEST FOR 0.15 MILE TO A METAL GATE,
 RD1956'PASS THRU THE GATE, AND CONTINUE WESTERLY ON THE ROAD FOR 0.35
 RD1956'MILE TO A SET OF ABANDONED RANCH BUILDINGS, CONTINUE WEST AND
 RD1956'NORTHWEST PARALLELING THE DIKE FOR 1.1 MILES TO AN
 RD1956'EAST-WEST FENCE LINE THAT CROSSES THE DIKE, AND THE END OF TRUCK
 RD1956'TRAVEL.  HIKE NORTH ALONG THE DIKE FOR 600 FEET TO THE STATION.
 RD1956'
 RD1956'THE STATION MARK, STAMPED ENTRANCE 1954, IS A STANDARD DISK SET IN
 RD1956'CONCRETE IN AN 8-INCH TILE THAT IS 1-INCH BELOW THE SURFACE.  (NOTE
 RD1956'6A) IT IS 22 FEET SOUTHWEST OF A 3-FOOT SPRUCE TREE WITH A
 RD1956'TRIANGLE BLAZE, 20 FEET SOUTHEAST OF THE SLOUGH, 5 FEET WEST OF AN
 RD1956'ALDER TREE THAT HAS BEEN PARTLY BLOWN OVER, AND 1.8 FEET EAST OF
 RD1956'A METAL WITNESS POST.
 RD1956'
 RD1956'REFERENCE MARK NO. 1, STAMPED ENTRANCE NO 1 1954, IS A STANDARD
 RD1956'DISK SET IN CONCRETE IN AN 8-INCH TILE THAT PROJECTS 3-INCHES,
 RD1956'1-FOOT EAST OF A METAL WITNESS POST, AND ON TOP OF THE DIKE.  (NOTE
 RD1956'13A)
 RD1956'
 RD1956'REFERENCE MARK NO. 3, STAMPED ENTRANCE 1954 NO 3 1978, IS A
 RD1956'PREFAB MARK SET IN A CONCRETE BASE, AND PROJECTS 4-INCHES, 43
 RD1956'FEET SOUTHEAST OF THE 3-FOOT SPRUCE TREE WITH A TRIANGLE BLAZE,
 RD1956'AND 38 FEET EAST-SOUTHEAST OF THE WITNESS POST.
 RD1956'
 RD1956'TRIANGULATION STATION BOULDER POINT 3 1954 MAY BE USED FOR THE
 RD1956'AZIMUTH MARK.  SEE RECOVERY NOTE THEREOF.
 RD1956'
 RD1956'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RD1956'3 MILES NORTHWEST OF TILLAMOOK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1910 ***********************************************************************
 QE1910  DESIGNATION -  EOLA
 QE1910  PID         -  QE1910
 QE1910  STATE/COUNTY-  OR/POLK
 QE1910  USGS QUAD   -  SALEM WEST (1986)
 QE1910
 QE1910                         *CURRENT SURVEY CONTROL
 QE1910  ___________________________________________________________________
 QE1910* NAD 83(1991)-  44 56 36.76847(N)    123 06 08.05583(W)     ADJUSTED  
 QE1910* NAVD 88     -       195.6    (meters)     642.     (feet)  VERTCON   
 QE1910  ___________________________________________________________________
 QE1910  LAPLACE CORR-          -7.28  (seconds)                    DEFLEC99
 QE1910  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 QE1910  HORZ ORDER  -  SECOND
 QE1910
 QE1910.The horizontal coordinates were established by classical geodetic methods
 QE1910.and adjusted by the National Geodetic Survey in October 1991.
 QE1910
 QE1910.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE1910.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE1910
 QE1910.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE1910
 QE1910.The geoid height was determined by GEOID03.
 QE1910
 QE1910;                    North         East     Units Scale Factor Converg.
 QE1910;SPC OR N     -   145,195.514 2,294,675.988   MT  0.99990227   -1 50 43.7
 QE1910;SPC OR N     -   476,363.23  7,528,464.53   iFT  0.99990227   -1 50 43.7
 QE1910;UTM  10      - 4,976,684.279   491,934.194   MT  0.99960080   -0 04 20.0
 QE1910
 QE1910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE1910!SPC OR N     -   0.99997288  x   0.99990227  =   0.99987516
 QE1910!UTM  10      -   0.99997288  x   0.99960080  =   0.99957369
 QE1910
 QE1910:                Primary Azimuth Mark                     Grid Az
 QE1910:SPC OR N     -  DAHLIA                                   333 12 35.4
 QE1910:UTM  10      -  DAHLIA                                   331 26 11.7
 QE1910
 QE1910|---------------------------------------------------------------------|
 QE1910| PID    Reference Object                     Distance      Geod. Az  |
 QE1910|                                                           dddmmss.s |
 QE1910| QE1926 DAHLIA                              APPROX. 1.7 KM 3312151.7 |
 QE1910|---------------------------------------------------------------------|
 QE1910
 QE1910                          SUPERSEDED SURVEY CONTROL
 QE1910
 QE1910  NAD 83(1986)-  44 56 36.79292(N)    123 06 08.07114(W) AD(       ) 2
 QE1910  NAD 27      -  44 56 37.36355(N)    123 06 03.71882(W) AD(       ) 2
 QE1910  NGVD 29 (07/19/86)  194.6    (m)          638.     (f) VERT ANG    3  
 QE1910
 QE1910.Superseded values are not recommended for survey control.
 QE1910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1910.See file dsdata.txt to determine how the superseded data were derived.
 QE1910
 QE1910_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ9193476684(NAD 83)
 QE1910_MARKER: Z = SEE DESCRIPTION
 QE1910_SETTING: 0 = UNSPECIFIED SETTING
 QE1910_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE1910
 QE1910  HISTORY     - Date     Condition        Report By
 QE1910  HISTORY     - 1972     MONUMENTED       OR1810
 QE1910  HISTORY     - 19961005 MARK NOT FOUND   USPSQD
 QE1910
 QE1910                          STATION DESCRIPTION
 QE1910
 QE1910'DESCRIBED BY CITY OF SALEM OREGON 1972 (LGH)
 QE1910'THE STATION IS ABOUT 3.5 MILES NORTHWEST OF SALEM IN THE SW 1/4
 QE1910'OF SEC. 19, T7S R3W.
 QE1910'
 QE1910'TO REACH THE STATION FROM THE INTERSECTION OF EDGEWATER STREET
 QE1910'AND WALLACE ROAD IN NORTHWEST SALEM, GO SOUTHWESTERLY 0.95 MILES
 QE1910'TO THE INTERSECTION OF EDGEWATER STREET AND EOLA DRIVE, TURN RIGHT
 QE1910'ON EOLA DRIVE AND GO NORTHWESTERLY 1.8 MILES TO THE INTERSECTION
 QE1910'OF EOLA DRIVE AND DOAKS FERRY ROAD, CROSS THE INTERSECTION, AND
 QE1910'TURN RIGHT ON GEHLAR ROAD AND GO 0.1 MILES NORTHERLY TO THE
 QE1910'INTERSECTION OF GEHLAR ROAD AND BELVEDERE, TURN LEFT AND GO
 QE1910'WESTERLY ON BELVEDERE 0.3 MILES TO STATION ON THE RIGHT.
 QE1910'
 QE1910'THE STATION MARK IS A CITY OF SALEM BRASS DISK STAMPED EOLA
 QE1910'RESET 1972, SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE POST
 QE1910'AND IS ABOUT 3 INCHES BELOW THE GROUND SURFACE.  IT IS 3.3 FEET
 QE1910'WEST OF POWER POLE 7259 AND 2.5 FEET SOUTH OF A METAL WITNESS
 QE1910'POST.  THE UNDERGROUND MARK IS ABOUT 36 INCHES BELOW THE GROUND
 QE1910'SURFACE.  THE UNDERGROUND MARK IS AN ALUMINUM CAP ON AN IRON ROD
 QE1910'SET IN A 6 INCH CYLINDRICAL CONCRETE POST.
 QE1910'
 QE1910'THE STATION IS AN OLD POLK COUNTY STATION THAT WAS A 3/4 INCH
 QE1910'IRON PIPE WITH A BRASS CAP STAMPED E.  A PLUMB BENCH WAS SET AND
 QE1910'THE UNDERGROUND MARK AND A 12 INCH CYLINDRICAL CONCRETE POST AND
 QE1910'BRASS DISK WERE SET OVER THE OLD MARK.
 QE1910'
 QE1910'HEIGHT OF LIGHT ABOVE STATION MARK 2.30 METERS.
 QE1910
 QE1910                          STATION RECOVERY (1996)
 QE1910
 QE1910'RECOVERY NOTE BY US POWER SQUADRON 1996
 QE1910'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 DH4503 ***********************************************************************
 DH4503  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH4503  DESIGNATION -  EOLARESVR_OR2004 CORS ARP
 DH4503  CORS_ID     -  P376
 DH4503  PID         -  DH4503
 DH4503  STATE/COUNTY-  OR/POLK
 DH4503  USGS QUAD   -  SALEM WEST (1986)
 DH4503
 DH4503                         *CURRENT SURVEY CONTROL
 DH4503  ___________________________________________________________________
 DH4503* NAD 83(CORS)-  44 56 28.31372(N)    123 06 08.10051(W)     ADJUSTED  
 DH4503* NAVD 88     -              **(meters)            **(feet)            
 DH4503  ___________________________________________________________________
 DH4503  EPOCH DATE  -        2002.00
 DH4503  X           -  -2,469,806.168 (meters)                     COMP
 DH4503  Y           -  -3,788,349.792 (meters)                     COMP
 DH4503  Z           -   4,482,853.316 (meters)                     COMP
 DH4503  ELLIP HEIGHT-         181.226 (meters)          (07/??/05) ADJUSTED
 DH4503  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 DH4503  HORZ ORDER  -  SPECIAL (CORS)
 DH4503  ELLP ORDER  -  SPECIAL (CORS)
 DH4503
 DH4503.ITRF positions are available for this station.
 DH4503.The coordinates were established by GPS observations
 DH4503.and adjusted by the National Geodetic Survey in July 2005.
 DH4503.The coordinates are valid at the epoch date displayed above.
 DH4503.The epoch date for horizontal control is a decimal equivalence
 DH4503.of Year/Month/Day.
 DH4503
 DH4503
 DH4503.The PID for the CORS L1 Phase Center is DH4504.
 DH4503
 DH4503.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH4503
 DH4503.The ellipsoidal height was determined by GPS observations
 DH4503.and is referenced to NAD 83.
 DH4503
 DH4503.The geoid height was determined by GEOID03.
 DH4503
 DH4503;                    North         East     Units Scale Factor Converg.
 DH4503;SPC OR N     -   144,934.712 2,294,666.605   MT  0.99990243   -1 50 43.7
 DH4503;SPC OR N     -   475,507.59  7,528,433.74   iFT  0.99990243   -1 50 43.7
 DH4503
 DH4503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4503!SPC OR N     -   0.99997159  x   0.99990243  =   0.99987402
 DH4503
 DH4503                          SUPERSEDED SURVEY CONTROL
 DH4503
 DH4503.No superseded survey control is available for this station.
 DH4503
 DH4503_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ9193376423(NAD 83)
 DH4503_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH4503
 DH4503                          STATION DESCRIPTION
 DH4503
 DH4503'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DH4503'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH4503'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH4503'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH4503'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH4503'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 DH4504 ***********************************************************************
 DH4504  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH4504  DESIGNATION -  EOLARESVR_OR2004 CORS L1 PHASE CENTER
 DH4504  CORS_ID     -  P376
 DH4504  PID         -  DH4504
 DH4504  STATE/COUNTY-  OR/POLK
 DH4504  USGS QUAD   -  SALEM WEST (1986)
 DH4504
 DH4504                         *CURRENT SURVEY CONTROL
 DH4504  ___________________________________________________________________
 DH4504* NAD 83(CORS)-  44 56 28.31376(N)    123 06 08.10049(W)     ADJUSTED  
 DH4504* NAVD 88     -              **(meters)            **(feet)            
 DH4504  ___________________________________________________________________
 DH4504  EPOCH DATE  -        2002.00
 DH4504  X           -  -2,469,806.210 (meters)                     COMP
 DH4504  Y           -  -3,788,349.857 (meters)                     COMP
 DH4504  Z           -   4,482,853.395 (meters)                     COMP
 DH4504  ELLIP HEIGHT-         181.336 (meters)          (07/??/05) ADJUSTED
 DH4504  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 DH4504  HORZ ORDER  -  SPECIAL (CORS)
 DH4504  ELLP ORDER  -  SPECIAL (CORS)
 DH4504
 DH4504.ITRF positions are available for this station.
 DH4504.The coordinates were established by GPS observations
 DH4504.and adjusted by the National Geodetic Survey in July 2005.
 DH4504.The coordinates are valid at the epoch date displayed above.
 DH4504.The epoch date for horizontal control is a decimal equivalence
 DH4504.of Year/Month/Day.
 DH4504
 DH4504
 DH4504.The PID for the CORS ARP is DH4503.
 DH4504
 DH4504.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH4504
 DH4504.The ellipsoidal height was determined by GPS observations
 DH4504.and is referenced to NAD 83.
 DH4504
 DH4504.The geoid height was determined by GEOID03.
 DH4504
 DH4504;                    North         East     Units Scale Factor Converg.
 DH4504;SPC OR N     -   144,934.713 2,294,666.605   MT  0.99990243   -1 50 43.7
 DH4504;SPC OR N     -   475,507.59  7,528,433.74   iFT  0.99990243   -1 50 43.7
 DH4504
 DH4504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4504!SPC OR N     -   0.99997157  x   0.99990243  =   0.99987400
 DH4504
 DH4504                          SUPERSEDED SURVEY CONTROL
 DH4504
 DH4504.No superseded survey control is available for this station.
 DH4504
 DH4504_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ9193376423(NAD 83)
 DH4504_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH4504
 DH4504                          STATION DESCRIPTION
 DH4504
 DH4504'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH4504'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH4504'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH4504'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH4504'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH4504'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 DH4505 ***********************************************************************
 DH4505  DESIGNATION -  EOLARESVR_OR2004 GRP
 DH4505  PID         -  DH4505
 DH4505  STATE/COUNTY-  OR/POLK
 DH4505  USGS QUAD   -  SALEM WEST (1986)
 DH4505
 DH4505                         *CURRENT SURVEY CONTROL
 DH4505  ___________________________________________________________________
 DH4505* NAD 83(CORS)-  44 56 28.31372(N)    123 06 08.10051(W)     ADJUSTED  
 DH4505* NAVD 88     -              **(meters)            **(feet)            
 DH4505  ___________________________________________________________________
 DH4505  EPOCH DATE  -        2002.00
 DH4505  X           -  -2,469,806.165 (meters)                     COMP
 DH4505  Y           -  -3,788,349.787 (meters)                     COMP
 DH4505  Z           -   4,482,853.310 (meters)                     COMP
 DH4505  LAPLACE CORR-          -7.05  (seconds)                    DEFLEC99
 DH4505  ELLIP HEIGHT-         181.218 (meters)          (07/??/05) ADJUSTED
 DH4505  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 DH4505  HORZ ORDER  -  A
 DH4505  ELLP ORDER  -  FOURTH    CLASS I
 DH4505
 DH4505.ITRF positions are available for this station.
 DH4505.The horizontal coordinates were established by GPS observations
 DH4505.and adjusted by the National Geodetic Survey in July 2005.
 DH4505.The horizontal coordinates are valid at the epoch date displayed above.
 DH4505.The epoch date for horizontal control is a decimal equivalence
 DH4505.of Year/Month/Day.
 DH4505
 DH4505
 DH4505.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4505
 DH4505.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4505
 DH4505.The ellipsoidal height was determined by GPS observations
 DH4505.and is referenced to NAD 83.
 DH4505
 DH4505.The geoid height was determined by GEOID03.
 DH4505
 DH4505;                    North         East     Units Scale Factor Converg.
 DH4505;SPC OR N     -   144,934.712 2,294,666.605   MT  0.99990243   -1 50 43.7
 DH4505;SPC OR N     -   475,507.59  7,528,433.74   iFT  0.99990243   -1 50 43.7
 DH4505;UTM  10      - 4,976,423.390   491,932.886   MT  0.99960080   -0 04 20.0
 DH4505
 DH4505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4505!SPC OR N     -   0.99997159  x   0.99990243  =   0.99987402
 DH4505!UTM  10      -   0.99997159  x   0.99960080  =   0.99957240
 DH4505
 DH4505                          SUPERSEDED SURVEY CONTROL
 DH4505
 DH4505.No superseded survey control is available for this station.
 DH4505
 DH4505_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ9193376423(NAD 83)
 DH4505_STAMPING: UNKNOWN
 DH4505'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'P376'
 DH4505'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
 DH4505'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH4505'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH4505'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH4505'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
 DH4505'
 DH4505' 
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1616 ***********************************************************************
 RD1616  DESIGNATION -  EPF 1
 RD1616  PID         -  RD1616
 RD1616  STATE/COUNTY-  OR/WASHINGTON
 RD1616  USGS QUAD   -  SHERWOOD (1985)
 RD1616
 RD1616                         *CURRENT SURVEY CONTROL
 RD1616  ___________________________________________________________________
 RD1616* NAD 83(2007)-  45 22 04.91645(N)    122 45 32.50702(W)     ADJUSTED  
 RD1616* NAVD 88     -        78.0    (meters)     256.     (feet)  VERTCON   
 RD1616  ___________________________________________________________________
 RD1616  EPOCH DATE  -        2007.00
 RD1616  X           -  -2,428,821.221 (meters)                     COMP
 RD1616  Y           -  -3,774,717.869 (meters)                     COMP
 RD1616  Z           -   4,516,216.289 (meters)                     COMP
 RD1616  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 RD1616  ELLIP HEIGHT-          55.226 (meters)          (02/10/07) ADJUSTED
 RD1616  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 RD1616
 RD1616  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 RD1616  Type    PID    Designation                      North   East  Ellip
 RD1616  -------------------------------------------------------------------
 RD1616  NETWORK RD1616 EPF 1                             5.98   6.84  25.52
 RD1616  -------------------------------------------------------------------
 RD1616
 RD1616.The horizontal coordinates were established by GPS observations
 RD1616.and adjusted by the National Geodetic Survey in February 2007.
 RD1616
 RD1616.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 RD1616.See www.ngs.noaa.gov/NationalReadjustment for more information.
 RD1616.The horizontal coordinates are valid at the epoch date displayed above.
 RD1616.The epoch date for horizontal control is a decimal equivalence
 RD1616.of Year/Month/Day.
 RD1616
 RD1616.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD1616.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD1616
 RD1616.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RD1616
 RD1616.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1616
 RD1616.The ellipsoidal height was determined by GPS observations
 RD1616.and is referenced to NAD 83.
 RD1616
 RD1616.The geoid height was determined by GEOID03.
 RD1616
 RD1616;                    North         East     Units Scale Factor Converg.
 RD1616;SPC OR N     -   191,532.602 2,323,067.265   MT  0.99990062   -1 36 07.5
 RD1616;SPC OR N     -   628,387.80  7,621,611.76   iFT  0.99990062   -1 36 07.5
 RD1616;UTM  10      - 5,023,863.691   518,870.165   MT  0.99960438   +0 10 17.3
 RD1616
 RD1616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1616!SPC OR N     -   0.99999134  x   0.99990062  =   0.99989196
 RD1616!UTM  10      -   0.99999134  x   0.99960438  =   0.99959573
 RD1616
 RD1616                          SUPERSEDED SURVEY CONTROL
 RD1616
 RD1616  NAD 83(1998)-  45 22 04.91400(N)    122 45 32.50872(W) AD(       ) 2
 RD1616  ELLIP H (07/18/02)   55.312  (m)                       GP(       ) 4 1
 RD1616  NAD 83(1991)-  45 22 04.91284(N)    122 45 32.50878(W) AD(       ) 2
 RD1616  ELLIP H (10/15/91)   55.451  (m)                       GP(       ) 4 1
 RD1616  NAD 83(1986)-  45 22 04.92927(N)    122 45 32.51821(W) AD(       ) 2
 RD1616  NGVD 29 (09/20/88)   77.0    (m)          253.     (f) GPS OBS     3  
 RD1616
 RD1616.Superseded values are not recommended for survey control.
 RD1616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1616.See file dsdata.txt to determine how the superseded data were derived.
 RD1616
 RD1616_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1887023864(NAD 83)
 RD1616_MARKER: DH = HORIZONTAL CONTROL DISK
 RD1616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD1616_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD1616_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD1616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD1616+STABILITY: SURFACE MOTION
 RD1616_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD1616+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2007
 RD1616
 RD1616  HISTORY     - Date     Condition        Report By
 RD1616  HISTORY     - 1983     MONUMENTED       ORHD
 RD1616  HISTORY     - 19871217 GOOD
 RD1616  HISTORY     - 19941002 GOOD             USPSQD
 RD1616  HISTORY     - 20040607 GOOD             USPSQD
 RD1616  HISTORY     - 20070317 GOOD             USPSQD
 RD1616
 RD1616                          STATION DESCRIPTION
 RD1616
 RD1616'DESCRIBED BY OREGON HIGHWAY DEPARTMENT 1983 (JDU)
 RD1616'THE STATION IS LOCATED ABOUT 12 KM (7.5 MI) WEST OF OREGON CITY.
 RD1616'AT THE INTERCHANGE OF INTERSTATES 205 AND 5, AND ON THE I 205
 RD1616'WESTBOUND RAMP THAT MERGES WITH I-5 SOUTHBOUND.
 RD1616'OWNERSHIP--OREGON TRANSPORTATION DEPARTMENT
 RD1616'
 RD1616'THE MARK IS AT THE SOUTH INTERCHANGE OF I-205 AND I-5.
 RD1616'
 RD1616'THE STATION IS A STANDARD ORHD DISK STAMPED--EPF 1 1983---, SET INTO
 RD1616'A CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 9.9 METERS (32.5
 RD1616'FEET) SOUTHWEST OF THE SOUTHWEST END OF STRUCTURE OVER INTERSTATE 5,
 RD1616'1.30 METERS (4.3 FEET) SOUTHEAST OF EDGE OF PAVEMENT AND 1.3 METERS
 RD1616'(4.3 FEET) NORTHEAST OF A METAL WITNESS POST.
 RD1616'THE UNDERGROUND MARK IS A STANDARD ORHD DISK STAMPED---EPF 1
 RD1616'1983---SET INTO AN IRREGULAR MASS OF CONCRETE ABOUT 1 METER BELOW
 RD1616'THE SURFACE OF THE GROUND.
 RD1616
 RD1616                          STATION RECOVERY (1987)
 RD1616
 RD1616'RECOVERED 1987
 RD1616'RECOVERED IN GOOD CONDITION.
 RD1616
 RD1616                          STATION RECOVERY (1994)
 RD1616
 RD1616'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD1616'RECOVERED IN GOOD CONDITION.
 RD1616
 RD1616                          STATION RECOVERY (2004)
 RD1616
 RD1616'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 RD1616'RECOVERED IN GOOD CONDITION.
 RD1616
 RD1616                          STATION RECOVERY (2007)
 RD1616
 RD1616'RECOVERY NOTE BY US POWER SQUADRON 2007 (RR)
 RD1616'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1617 ***********************************************************************
 RD1617  DESIGNATION -  EPF 10
 RD1617  PID         -  RD1617
 RD1617  STATE/COUNTY-  OR/CLACKAMAS
 RD1617  USGS QUAD   -  OREGON CITY (1985)
 RD1617
 RD1617                         *CURRENT SURVEY CONTROL
 RD1617  ___________________________________________________________________
 RD1617* NAD 83(2007)-  45 21 26.84772(N)    122 37 01.98077(W)     NO CHECK  
 RD1617* NAVD 88     -        69.8    (meters)     229.     (feet)  VERTCON   
 RD1617  ___________________________________________________________________
 RD1617  EPOCH DATE  -        2007.00
 RD1617  X           -  -2,419,918.733 (meters)                     COMP
 RD1617  Y           -  -3,781,417.542 (meters)                     COMP
 RD1617  Z           -   4,515,384.844 (meters)                     COMP
 RD1617  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 RD1617  ELLIP HEIGHT-          47.236 (meters)          (02/10/07) NO CHECK
 RD1617  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 RD1617
 RD1617  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 RD1617  Type    PID    Designation                      North   East  Ellip
 RD1617  -------------------------------------------------------------------
 RD1617  NETWORK RD1617 EPF 10                            7.88   9.64  35.81
 RD1617  -------------------------------------------------------------------
 RD1617
 RD1617.The horizontal coordinates were established by GPS observations
 RD1617.and adjusted by the National Geodetic Survey in February 2007.
 RD1617
 RD1617.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 RD1617.See www.ngs.noaa.gov/NationalReadjustment for more information.
 RD1617.No horizontal observational check was made to the station.
 RD1617.The horizontal coordinates are valid at the epoch date displayed above.
 RD1617.The epoch date for horizontal control is a decimal equivalence
 RD1617.of Year/Month/Day.
 RD1617
 RD1617.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD1617.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD1617
 RD1617.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RD1617
 RD1617.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1617
 RD1617.The ellipsoidal height was determined by GPS observations
 RD1617.and is referenced to NAD 83.
 RD1617
 RD1617.The geoid height was determined by GEOID03.
 RD1617
 RD1617;                    North         East     Units Scale Factor Converg.
 RD1617;SPC OR N     -   190,057.043 2,334,140.974   MT  0.99990000   -1 30 05.4
 RD1617;SPC OR N     -   623,546.73  7,657,942.83   iFT  0.99990000   -1 30 05.4
 RD1617;UTM  10      - 5,022,731.925   529,980.985   MT  0.99961105   +0 16 20.5
 RD1617
 RD1617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1617!SPC OR N     -   0.99999259  x   0.99990000  =   0.99989260
 RD1617!UTM  10      -   0.99999259  x   0.99961105  =   0.99960365
 RD1617
 RD1617                          SUPERSEDED SURVEY CONTROL
 RD1617
 RD1617  NAD 83(1998)-  45 21 26.84562(N)    122 37 01.98237(W) AD(       ) 2
 RD1617  ELLIP H (07/18/02)   47.357  (m)                       GP(       ) 4 1
 RD1617  NAD 83(1991)-  45 21 26.84452(N)    122 37 01.98241(W) AD(       ) 2
 RD1617  ELLIP H (10/15/91)   47.521  (m)                       GP(       ) 4 1
 RD1617  NAD 83(1986)-  45 21 26.86111(N)    122 37 01.98953(W) AD(       ) 2
 RD1617  NAD 27      -  45 21 27.41526(N)    122 36 57.64871(W) AD(       ) 3
 RD1617  NGVD 29 (09/20/88)   68.7    (m)          225.     (f) GPS OBS     3  
 RD1617
 RD1617.Superseded values are not recommended for survey control.
 RD1617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1617.See file dsdata.txt to determine how the superseded data were derived.
 RD1617
 RD1617_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER2998122732(NAD 83)
 RD1617_MARKER: DH = HORIZONTAL CONTROL DISK
 RD1617_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 RD1617+WITH SETTING: PAVEMENT
 RD1617_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD1617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD1617+STABILITY: SURFACE MOTION
 RD1617_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD1617+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2006
 RD1617
 RD1617  HISTORY     - Date     Condition        Report By
 RD1617  HISTORY     - 1983     MONUMENTED       ORHD
 RD1617  HISTORY     - 19871022 GOOD
 RD1617  HISTORY     - 19880114 GOOD
 RD1617  HISTORY     - 20040621 GOOD             USPSQD
 RD1617  HISTORY     - 20060511 GOOD             USPSQD
 RD1617
 RD1617                          STATION DESCRIPTION
 RD1617
 RD1617'DESCRIBED BY OREGON HIGHWAY DEPARTMENT 1983 (LLR)
 RD1617'THE STATION IS LOCATED 0.2 MILE NORTH OF OREGON CITY AND WITHIN THE
 RD1617'CITY LIMITS OF WEST LINN AND ALONG INTERSTATE 205.
 RD1617'
 RD1617'TO REACH THE STATION FROM THE WEST END OF THE WILLAMETTE RIVER
 RD1617'BRIDGE FOR INTERSTATE 205 GO SOUTHWESTERLY FOR 0.5 MILE TO SUNSET
 RD1617'AVENUE OVERCROSSING AND STATION.
 RD1617'
 RD1617'THE STATION IS A STANDARD ORHD DISK STAMPED---EPF 10 1983---SET
 RD1617'INTO A DRILL HOLE IN THE SIDEWALK AT THE SOUTHEAST CORNER OF THE
 RD1617'OVERCROSSING.  IT IS LOCATED 4.93 METERS (16.17 FEET) NORTH FROM
 RD1617'THE END OF A METAL HANDRAIL.
 RD1617
 RD1617                          STATION RECOVERY (1987)
 RD1617
 RD1617'RECOVERED 1987
 RD1617'RECOVERED IN GOOD CONDITION.
 RD1617
 RD1617                          STATION RECOVERY (1988)
 RD1617
 RD1617'RECOVERED 1988
 RD1617'RECOVERED IN GOOD CONDITION.
 RD1617
 RD1617                          STATION RECOVERY (2004)
 RD1617
 RD1617'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 RD1617'RECOVERED IN GOOD CONDITION.
 RD1617
 RD1617                          STATION RECOVERY (2006)
 RD1617
 RD1617'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 RD1617'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD4331 ***********************************************************************
 RD4331  DESIGNATION -  EPF 11
 RD4331  PID         -  RD4331
 RD4331  STATE/COUNTY-  OR/CLACKAMAS
 RD4331  USGS QUAD   -  OREGON CITY (1985)
 RD4331
 RD4331                         *CURRENT SURVEY CONTROL
 RD4331  ___________________________________________________________________
 RD4331* NAD 83(1991)-  45 21 44.30853(N)    122 36 43.84885(W)     ADJUSTED  
 RD4331* NAVD 88     -        57.4    (meters)     188.     (feet)  VERTCON   
 RD4331  ___________________________________________________________________
 RD4331  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 RD4331  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 RD4331  HORZ ORDER  -  SECOND
 RD4331
 RD4331.The horizontal coordinates were established by classical geodetic methods
 RD4331.and adjusted by the National Geodetic Survey in October 1991.
 RD4331
 RD4331.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD4331.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD4331
 RD4331.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD4331
 RD4331.The geoid height was determined by GEOID03.
 RD4331
 RD4331;                    North         East     Units Scale Factor Converg.
 RD4331;SPC OR N     -   190,585.525 2,334,549.535   MT  0.99990028   -1 29 52.5
 RD4331;SPC OR N     -   625,280.59  7,659,283.25   iFT  0.99990028   -1 29 52.5
 RD4331;UTM  10      - 5,023,272.645   530,372.878   MT  0.99961134   +0 16 33.5
 RD4331
 RD4331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD4331!SPC OR N     -   0.99999456  x   0.99990028  =   0.99989485
 RD4331!UTM  10      -   0.99999456  x   0.99961134  =   0.99960591
 RD4331
 RD4331                          SUPERSEDED SURVEY CONTROL
 RD4331
 RD4331  NAD 83(1986)-  45 21 44.32548(N)    122 36 43.85596(W) AD(       ) 2
 RD4331  NGVD 29 (05/15/91)   56.4    (m)          185.     (f) VERT ANG    3  
 RD4331
 RD4331.Superseded values are not recommended for survey control.
 RD4331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4331.See file dsdata.txt to determine how the superseded data were derived.
 RD4331
 RD4331_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER3037323273(NAD 83)
 RD4331_MARKER: DH = HORIZONTAL CONTROL DISK
 RD4331_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 RD4331+WITH SETTING: PAVEMENT
 RD4331_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD4331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD4331+STABILITY: SURFACE MOTION
 RD4331_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD4331+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2006
 RD4331
 RD4331  HISTORY     - Date     Condition        Report By
 RD4331  HISTORY     - 1983     MONUMENTED       ORHD
 RD4331  HISTORY     - 20040621 GOOD             USPSQD
 RD4331  HISTORY     - 20060511 GOOD             USPSQD
 RD4331
 RD4331                          STATION DESCRIPTION
 RD4331
 RD4331'DESCRIBED BY OREGON HIGHWAY DEPARTMENT 1983 (JDU)
 RD4331'THE STATION IS LOCATED 0.05 MILE WEST OF OREGON CITY, WITHIN THE
 RD4331'CITY LIMITS OF WEST LINN AND ALONG INTERSTATE 205.
 RD4331'
 RD4331'TO REACH THE STATION FROM THE WEST END OF THE WILLAMETTE RIVER
 RD4331'BRIDGE FOR INTERSTATE 205, GO SOUTHWEST FOR 0.1 MILE TO THE BROADWAY
 RD4331'OVERCROSSING AND THE STATION.
 RD4331'
 RD4331'THE STATION IS A STANDARD ORHD DISK
 RD4331'STAMPED---EPF 11 1983---,
 RD4331'SET INTO A DRILL HOLE IN THE SIDEWALK AT THE NORTHEAST CORNER OF
 RD4331'THE STRUCTURE.
 RD4331'15.20 METERS (49.87 FT) SOUTH FROM THE METAL HAND RAIL.
 RD4331
 RD4331                          STATION RECOVERY (2004)
 RD4331
 RD4331'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 RD4331'RECOVERED IN GOOD CONDITION.
 RD4331
 RD4331                          STATION RECOVERY (2006)
 RD4331
 RD4331'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 RD4331'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD4332 ***********************************************************************
 RD4332  DESIGNATION -  EPF 12
 RD4332  PID         -  RD4332
 RD4332  STATE/COUNTY-  OR/CLACKAMAS
 RD4332  USGS QUAD   -  OREGON CITY (1985)
 RD4332
 RD4332                         *CURRENT SURVEY CONTROL
 RD4332  ___________________________________________________________________
 RD4332* NAD 83(1991)-  45 22 28.79618(N)    122 35 12.78360(W)     ADJUSTED  
 RD4332* NAVD 88     -        23.9    (meters)      78.     (feet)  VERTCON   
 RD4332  ___________________________________________________________________
 RD4332  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 RD4332  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 RD4332  HORZ ORDER  -  SECOND
 RD4332
 RD4332.The horizontal coordinates were established by classical geodetic methods
 RD4332.and adjusted by the National Geodetic Survey in October 1991.
 RD4332
 RD4332.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD4332.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD4332
 RD4332.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD4332
 RD4332.The geoid height was determined by GEOID03.
 RD4332
 RD4332;                    North         East     Units Scale Factor Converg.
 RD4332;SPC OR N     -   191,906.858 2,336,566.029   MT  0.99990103   -1 28 48.0
 RD4332;SPC OR N     -   629,615.68  7,665,899.05   iFT  0.99990103   -1 28 48.0
 RD4332;UTM  10      - 5,024,655.368   532,346.933   MT  0.99961286   +0 17 38.5
 RD4332
 RD4332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD4332!SPC OR N     -   0.99999982  x   0.99990103  =   0.99990085
 RD4332!UTM  10      -   0.99999982  x   0.99961286  =   0.99961268
 RD4332
 RD4332                          SUPERSEDED SURVEY CONTROL
 RD4332
 RD4332  NAD 83(1986)-  45 22 28.81317(N)    122 35 12.79036(W) AD(       ) 2
 RD4332  NGVD 29 (05/15/91)   22.9    (m)           75.     (f) VERT ANG    3  
 RD4332
 RD4332.Superseded values are not recommended for survey control.
 RD4332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4332.See file dsdata.txt to determine how the superseded data were derived.
 RD4332
 RD4332_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER3234724655(NAD 83)
 RD4332_MARKER: DH = HORIZONTAL CONTROL DISK
 RD4332_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 RD4332+WITH SETTING: PAVEMENT
 RD4332_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD4332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD4332+STABILITY: SURFACE MOTION
 RD4332_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD4332+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2006
 RD4332
 RD4332  HISTORY     - Date     Condition        Report By
 RD4332  HISTORY     - 1983     MONUMENTED       ORHD
 RD4332  HISTORY     - 20040621 GOOD             USPSQD
 RD4332  HISTORY     - 20060511 GOOD             USPSQD
 RD4332
 RD4332                          STATION DESCRIPTION
 RD4332
 RD4332'DESCRIBED BY OREGON HIGHWAY DEPARTMENT 1983 (JDU)
 RD4332'THE STATION IS LOCATED ALONG INTERSTATE 205 IN OREGON CITY.
 RD4332'
 RD4332'TO REACH FROM THE EAST END OF THE WILLAMETTE RIVER BRIDGE OVER
 RD4332'INTERSTATE 205 GO 0.95 MILE TO THE PARKPLACE, REDLAND INTERCHANGE.
 RD4332'THE MARK IS IN THE SIDEWALK AT THE NORTHEAST END OF THE STRUCTURE.
 RD4332'
 RD4332'THE STATION IS A STANDARD ORHD DISK
 RD4332'STAMPED---EPF 12 E 635 1973---,
 RD4332'SET INTO A DRILL HOLE IN THE SIDEWALK
 RD4332'1.07 METERS (3.51 FT) SOUTH FROM A METAL HAND RAIL
 RD4332'AND 0.44 METERS NORTH OF A CONCRETE GUARD RAIL.
 RD4332
 RD4332                          STATION RECOVERY (2004)
 RD4332
 RD4332'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 RD4332'RECOVERED IN GOOD CONDITION.
 RD4332
 RD4332                          STATION RECOVERY (2006)
 RD4332
 RD4332'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 RD4332'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD4333 ***********************************************************************
 RD4333  DESIGNATION -  EPF 13
 RD4333  PID         -  RD4333
 RD4333  STATE/COUNTY-  OR/CLACKAMAS
 RD4333  USGS QUAD   -  GLADSTONE (1984)
 RD4333
 RD4333                         *CURRENT SURVEY CONTROL
 RD4333  ___________________________________________________________________
 RD4333* NAD 83(1991)-  45 22 44.22204(N)    122 34 52.87763(W)     ADJUSTED  
 RD4333* NAVD 88     -        19.1    (meters)      63.     (feet)  VERTCON   
 RD4333  ___________________________________________________________________
 RD4333  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 RD4333  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 RD4333  HORZ ORDER  -  SECOND
 RD4333
 RD4333.The horizontal coordinates were established by classical geodetic methods
 RD4333.and adjusted by the National Geodetic Survey in October 1991.
 RD4333
 RD4333.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD4333.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD4333
 RD4333.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD4333
 RD4333.The geoid height was determined by GEOID03.
 RD4333
 RD4333;                    North         East     Units Scale Factor Converg.
 RD4333;SPC OR N     -   192,371.709 2,337,011.236   MT  0.99990130   -1 28 33.8
 RD4333;SPC OR N     -   631,140.78  7,667,359.70   iFT  0.99990130   -1 28 33.8
 RD4333;UTM  10      - 5,025,133.641   532,777.411   MT  0.99961321   +0 17 52.7
 RD4333
 RD4333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD4333!SPC OR N     -   1.00000057  x   0.99990130  =   0.99990187
 RD4333!UTM  10      -   1.00000057  x   0.99961321  =   0.99961378
 RD4333
 RD4333                          SUPERSEDED SURVEY CONTROL
 RD4333
 RD4333  NAD 83(1986)-  45 22 44.23900(N)    122 34 52.88428(W) AD(       ) 2
 RD4333  NGVD 29 (05/15/91)   18.1    (m)           59.     (f) VERT ANG    3  
 RD4333
 RD4333.Superseded values are not recommended for survey control.
 RD4333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4333.See file dsdata.txt to determine how the superseded data were derived.
 RD4333
 RD4333_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER3277725134(NAD 83)
 RD4333_MARKER: DH = HORIZONTAL CONTROL DISK
 RD4333_SETTING: 80 = SET IN A BOULDER
 RD4333_SP_SET: SET IN DRILL HOLE IN A BOULDER
 RD4333_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD4333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD4333+STABILITY: SURFACE MOTION
 RD4333
 RD4333  HISTORY     - Date     Condition        Report By
 RD4333  HISTORY     - 1983     MONUMENTED       ORHD
 RD4333  HISTORY     - 19990110 MARK NOT FOUND   USPSQD
 RD4333
 RD4333                          STATION DESCRIPTION
 RD4333
 RD4333'DESCRIBED BY OREGON HIGHWAY DEPARTMENT 1983 (JDU)
 RD4333'THE STATION IS LOCATED ABOUT 1 KM (0.6 MILE) EAST OF GLADSTONE AND
 RD4333'IS ALONG INTERSTATE 205.
 RD4333'
 RD4333'TO REACH FROM THE EAST END OF THE WILLAMETTE RIVER BRIDGE FOR
 RD4333'INTERSTATE 205 IN OREGON CITY GO EAST ON INTERSTATE 205 FOR 1.3
 RD4333'MILES (2.1 KM) TO THE MARK ON THE RIGHT IN THE SHOULDER OF THE ROAD.
 RD4333'
 RD4333'THE STATION IS A STANDARD ORHD DISK
 RD4333'STAMPED---EPF 13 1983---,
 RD4333'SET INTO A DRILL HOLE IN A BURIED BOULDER,
 RD4333'7.0 METERS (23.0 FT) EAST FROM THE EDGE OF THE PAVEMENT,
 RD4333'10.85 METERS (35.6 FT) SOUTHWEST FROM A POWER POLE,
 RD4333'0.74 METERS (2.4 FT) SOUTH FROM A METAL WITNESS POST.
 RD4333
 RD4333                          STATION RECOVERY (1999)
 RD4333
 RD4333'RECOVERY NOTE BY US POWER SQUADRON 1999
 RD4333'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD4334 ***********************************************************************
 RD4334  DESIGNATION -  EPF 14
 RD4334  PID         -  RD4334
 RD4334  STATE/COUNTY-  OR/CLACKAMAS
 RD4334  USGS QUAD   -  GLADSTONE (1984)
 RD4334
 RD4334                         *CURRENT SURVEY CONTROL
 RD4334  ___________________________________________________________________
 RD4334* NAD 83(1991)-  45 23 33.60125(N)    122 34 34.77539(W)     ADJUSTED  
 RD4334* NAVD 88     -        37.8    (meters)     124.     (feet)  VERTCON   
 RD4334  ___________________________________________________________________
 RD4334  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 RD4334  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 RD4334  HORZ ORDER  -  SECOND
 RD4334
 RD4334.The horizontal coordinates were established by classical geodetic methods
 RD4334.and adjusted by the National Geodetic Survey in October 1991.
 RD4334
 RD4334.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD4334.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD4334
 RD4334.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD4334
 RD4334.The geoid height was determined by GEOID03.
 RD4334
 RD4334;                    North         East     Units Scale Factor Converg.
 RD4334;SPC OR N     -   193,885.360 2,337,444.088   MT  0.99990220   -1 28 21.0
 RD4334;SPC OR N     -   636,106.82  7,668,779.82   iFT  0.99990220   -1 28 21.0
 RD4334;UTM  10      - 5,026,659.527   533,163.084   MT  0.99961352   +0 18 05.9
 RD4334
 RD4334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD4334!SPC OR N     -   0.99999765  x   0.99990220  =   0.99989985
 RD4334!UTM  10      -   0.99999765  x   0.99961352  =   0.99961117
 RD4334
 RD4334                          SUPERSEDED SURVEY CONTROL
 RD4334
 RD4334  NAD 83(1986)-  45 23 33.61796(N)    122 34 34.78183(W) AD(       ) 2
 RD4334  NGVD 29 (05/15/91)   36.7    (m)          120.     (f) VERT ANG    3  
 RD4334
 RD4334.Superseded values are not recommended for survey control.
 RD4334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4334.See file dsdata.txt to determine how the superseded data were derived.
 RD4334
 RD4334_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER3316326660(NAD 83)
 RD4334_MARKER: DD = SURVEY DISK
 RD4334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD4334_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RD4334_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD4334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD4334+STABILITY: SURFACE MOTION
 RD4334
 RD4334  HISTORY     - Date     Condition        Report By
 RD4334  HISTORY     - 1983     MONUMENTED       ORHD
 RD4334  HISTORY     - 20060620 MARK NOT FOUND   USPSQD
 RD4334
 RD4334                          STATION DESCRIPTION
 RD4334
 RD4334'DESCRIBED BY OREGON HIGHWAY DEPARTMENT 1983 (JDU)
 RD4334'THE STATION IS LOCATED JUST NORTH OF THE CITY LIMITS OF GLADSTONE
 RD4334'AND ALONG INTERSTATE 205.
 RD4334'
 RD4334'TO REACH THE STATION FROM THE EAST END OF THE WILLAMETTE RIVER
 RD4334'BRIDGE FOR INTERSTATE 205 IN OREGON CITY GO NORTHEAST FOR 2.25 MILES
 RD4334'TO THE STATION ON THE LEFT.
 RD4334'
 RD4334'THE STATION IS A STANDARD ORHD DISK
 RD4334'STAMPED---EPF 14 1983---,
 RD4334'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 RD4334'30 CM ON SIDE FLUSH WITH GROUND.  LOCATED
 RD4334'14.0 METERS (46.0 FT) SOUTHEAST FROM A METAL LIGHT POLE,
 RD4334'2.45 METERS (8.04 FT) WEST FROM THE WEST EDGE OF THE PAVEMENT AND
 RD4334'0.71 METERS (2.33 FT) SOUTH FROM A METAL WITNESS POST.
 RD4334'THE UNDERGROUND MARK IS A STANDARD ORHD DISK
 RD4334'STAMPED---EPF 14 1983---,
 RD4334'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 RD4334
 RD4334                          STATION RECOVERY (2006)
 RD4334
 RD4334'RECOVERY NOTE BY US POWER SQUADRON 2006 (PS)
 RD4334'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD4335 ***********************************************************************
 RD4335  DESIGNATION -  EPF 15
 RD4335  PID         -  RD4335
 RD4335  STATE/COUNTY-  OR/CLACKAMAS
 RD4335  USGS QUAD   -  GLADSTONE (1984)
 RD4335
 RD4335                         *CURRENT SURVEY CONTROL
 RD4335  ___________________________________________________________________
 RD4335* NAD 83(1991)-  45 24 04.70483(N)    122 34 19.78595(W)     ADJUSTED  
 RD4335* NAVD 88     -        39.1    (meters)     128.     (feet)  VERTCON   
 RD4335  ___________________________________________________________________
 RD4335  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 RD4335  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 RD4335  HORZ ORDER  -  SECOND
 RD4335
 RD4335.The horizontal coordinates were established by classical geodetic methods
 RD4335.and adjusted by the National Geodetic Survey in October 1991.
 RD4335
 RD4335.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD4335.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD4335
 RD4335.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD4335
 RD4335.The geoid height was determined by GEOID03.
 RD4335
 RD4335;                    North         East     Units Scale Factor Converg.
 RD4335;SPC OR N     -   194,836.814 2,337,794.619   MT  0.99990280   -1 28 10.4
 RD4335;SPC OR N     -   639,228.39  7,669,929.85   iFT  0.99990280   -1 28 10.4
 RD4335;UTM  10      - 5,027,621.099   533,483.897   MT  0.99961378   +0 18 16.7
 RD4335
 RD4335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD4335!SPC OR N     -   0.99999744  x   0.99990280  =   0.99990024
 RD4335!UTM  10      -   0.99999744  x   0.99961378  =   0.99961122
 RD4335
 RD4335                          SUPERSEDED SURVEY CONTROL
 RD4335
 RD4335  NAD 83(1986)-  45 24 04.72140(N)    122 34 19.79220(W) AD(       ) 2
 RD4335  NGVD 29 (05/15/91)   38.1    (m)          125.     (f) VERT ANG    3  
 RD4335
 RD4335.Superseded values are not recommended for survey control.
 RD4335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4335.See file dsdata.txt to determine how the superseded data were derived.
 RD4335
 RD4335_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER3348427621(NAD 83)
 RD4335_MARKER: DH = HORIZONTAL CONTROL DISK
 RD4335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD4335_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RD4335_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD4335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD4335+STABILITY: SURFACE MOTION
 RD4335
 RD4335  HISTORY     - Date     Condition        Report By
 RD4335  HISTORY     - 1983     MONUMENTED       ORHD
 RD4335  HISTORY     - 20060620 MARK NOT FOUND   USPSQD
 RD4335
 RD4335                          STATION DESCRIPTION
 RD4335
 RD4335'DESCRIBED BY OREGON HIGHWAY DEPARTMENT 1983 (JDU)
 RD4335'THE STATION IS LOCATED ABOUT 4.5 MILES SOUTH OF THE SOUTH CITY
 RD4335'LIMITS OF PORTLAND, ALONG INTERSTATE 205 AND IN THE COMMUNITY OF
 RD4335'JOHNSON CITY.
 RD4335'
 RD4335'TO REACH FROM THE EAST END OF THE WILLAMETTE RIVER BRIDGE FOR
 RD4335'INTERSTATE 205, GO NORTHEAST ON INTERSTATE 205 FOR 4.6 KM (2.9 MI)
 RD4335'TO THE STATION ON THE RIGHT ON A CUTBANK.
 RD4335'
 RD4335'THE STATION IS A STANDARD ORHD DISK
 RD4335'STAMPED---EPF 15 1983---,
 RD4335'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 RD4335'30 CM ON SIDE FLUSH WITH GROUND.  LOCATED
 RD4335'11.0 METERS (36.1 FT) WEST FROM THE EAST RIGHT OF WAY FENCE,
 RD4335'9.4 METERS (30.8 FT) EAST FROM THE EAST EDGE OF THE PAVEMENT AND
 RD4335'0.58 METER (1.9 FT) WEST FROM A METAL WITNESS POST.
 RD4335'THE UNDERGROUND MARK IS A STANDARD ORHD DISK
 RD4335'STAMPED---EPF 15 1983---,
 RD4335'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METER BELOW THE SURFACE.
 RD4335
 RD4335                          STATION RECOVERY (2006)
 RD4335
 RD4335'RECOVERY NOTE BY US POWER SQUADRON 2006 (PS)
 RD4335'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1618 ***********************************************************************
 RD1618  DESIGNATION -  EPF 16
 RD1618  PID         -  RD1618
 RD1618  STATE/COUNTY-  OR/CLACKAMAS
 RD1618  USGS QUAD   -  GLADSTONE (1984)
 RD1618
 RD1618                         *CURRENT SURVEY CONTROL
 RD1618  ___________________________________________________________________
 RD1618* NAD 83(2007)-  45 24 26.37690(N)    122 34 18.34299(W)     ADJUSTED  
 RD1618* NAVD 88     -        52.2    (meters)     171.     (feet)  VERTCON   
 RD1618  ___________________________________________________________________
 RD1618  EPOCH DATE  -        2007.00
 RD1618  X           -  -2,414,787.492 (meters)                     COMP
 RD1618  Y           -  -3,780,001.120 (meters)                     COMP
 RD1618  Z           -   4,519,265.238 (meters)                     COMP
 RD1618  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 RD1618  ELLIP HEIGHT-          29.711 (meters)          (02/10/07) ADJUSTED
 RD1618  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 RD1618
 RD1618  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 RD1618  Type    PID    Designation                      North   East  Ellip
 RD1618  -------------------------------------------------------------------
 RD1618  NETWORK RD1618 EPF 16                            7.37   8.62  31.36
 RD1618  -------------------------------------------------------------------
 RD1618
 RD1618.The horizontal coordinates were established by GPS observations
 RD1618.and adjusted by the National Geodetic Survey in February 2007.
 RD1618
 RD1618.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 RD1618.See www.ngs.noaa.gov/NationalReadjustment for more information.
 RD1618.The horizontal coordinates are valid at the epoch date displayed above.
 RD1618.The epoch date for horizontal control is a decimal equivalence
 RD1618.of Year/Month/Day.
 RD1618
 RD1618.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD1618.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD1618
 RD1618.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RD1618
 RD1618.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1618
 RD1618.The ellipsoidal height was determined by GPS observations
 RD1618.and is referenced to NAD 83.
 RD1618
 RD1618.The geoid height was determined by GEOID03.
 RD1618
 RD1618;                    North         East     Units Scale Factor Converg.
 RD1618;SPC OR N     -   195,504.788 2,337,843.142   MT  0.99990324   -1 28 09.4
 RD1618;SPC OR N     -   641,419.91  7,670,089.05   iFT  0.99990324   -1 28 09.4
 RD1618;UTM  10      - 5,028,290.061   533,511.707   MT  0.99961381   +0 18 17.8
 RD1618
 RD1618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1618!SPC OR N     -   0.99999534  x   0.99990324  =   0.99989858
 RD1618!UTM  10      -   0.99999534  x   0.99961381  =   0.99960915
 RD1618
 RD1618                          SUPERSEDED SURVEY CONTROL
 RD1618
 RD1618  NAD 83(1998)-  45 24 26.37487(N)    122 34 18.34480(W) AD(       ) 2
 RD1618  ELLIP H (07/18/02)   29.811  (m)                       GP(       ) 4 1
 RD1618  NAD 83(1991)-  45 24 26.37367(N)    122 34 18.34522(W) AD(       ) 2
 RD1618  ELLIP H (10/15/91)   29.973  (m)                       GP(       ) 4 1
 RD1618  NAD 83(1986)-  45 24 26.39017(N)    122 34 18.35142(W) AD(       ) 2
 RD1618  NGVD 29 (09/20/88)   51.1    (m)          168.     (f) GPS OBS     3  
 RD1618
 RD1618.Superseded values are not recommended for survey control.
 RD1618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1618.See file dsdata.txt to determine how the superseded data were derived.
 RD1618
 RD1618_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER3351228290(NAD 83)
 RD1618_MARKER: DH = HORIZONTAL CONTROL DISK
 RD1618_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 RD1618+WITH SETTING: PAVEMENT
 RD1618_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD1618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD1618+STABILITY: SURFACE MOTION
 RD1618_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD1618+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2006
 RD1618
 RD1618  HISTORY     - Date     Condition        Report By
 RD1618  HISTORY     - 1983     MONUMENTED       ORHD
 RD1618  HISTORY     - 19880114 GOOD
 RD1618  HISTORY     - 20030627 GOOD             USPSQD
 RD1618  HISTORY     - 20060511 GOOD             USPSQD
 RD1618
 RD1618                          STATION DESCRIPTION
 RD1618
 RD1618'DESCRIBED BY OREGON HIGHWAY DEPARTMENT 1983 (LLR)
 RD1618'THE STATION IS LOCATED ABOUT 3.9 MILES SOUTH OF THE SOUTH CITY
 RD1618'LIMITS OF PORTLAND, IN THE COMMUNITY OF JOHNSON CITY, ALONG
 RD1618'INTERSTATE 205 AND AT THE CLACKAMAS INTERCHANGE.
 RD1618'
 RD1618'TO REACH FROM THE EAST END OF THE WILLAMETE RIVER BRIDGE FOR
 RD1618'INTERSTATE   205, GO NORTHEAST FOR 5.3 KM (3.3 MILES) TO THE
 RD1618'CLACKAMAS INTERCHANGE.  THE STATION IS IN THE SW QUADRANT OF
 RD1618'THIS INTERCHANGE.
 RD1618'
 RD1618'THE STATION IS A STANDARD ORHD DISK STAMPED---EPF 16 1983---SET
 RD1618'INTO A DRILL HOLE IN THE SIDEWALK.
 RD1618'IT IS LOCATED AT THE SOUTHWEST CORNER OF THE STRUCTURE, 1.0 METER
 RD1618'(3.2 FEET) SOUTH FROM A METAL HAND RAIL AND 0.77 METER (2.5 FEET)
 RD1618'SOUTH FROM A METAL JUNCTION BOX.
 RD1618
 RD1618                          STATION RECOVERY (1988)
 RD1618
 RD1618'RECOVERED 1988
 RD1618'RECOVERED IN GOOD CONDITION.
 RD1618
 RD1618                          STATION RECOVERY (2003)
 RD1618
 RD1618'RECOVERY NOTE BY US POWER SQUADRON 2003 (LAB)
 RD1618'WAAS ENABLED GPS, WITH 8 SATELLITE SIGNALS, DIFFERS FROM DATA SHEET
 RD1618'INFORMATION.  LOCATION IS 45 24.440N, 122 34.306W.  ALSO LOCATION IS
 RD1618'NORTH NOT SOUTH FROM A METAL HAND RAIL AND 0.77 METER (2.5) FEET SOUTH
 RD1618'FROM A METAL JUNCTION BOX.
 RD1618
 RD1618                          STATION RECOVERY (2006)
 RD1618
 RD1618'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 RD1618'STATION AT EXIT 12 OFF INTERSTATE 205
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD4336 ***********************************************************************
 RD4336  DESIGNATION -  EPF 17
 RD4336  PID         -  RD4336
 RD4336  STATE/COUNTY-  OR/CLACKAMAS
 RD4336  USGS QUAD   -  GLADSTONE (1984)
 RD4336
 RD4336                         *CURRENT SURVEY CONTROL
 RD4336  ___________________________________________________________________
 RD4336* NAD 83(1991)-  45 25 02.61521(N)    122 34 25.91233(W)     ADJUSTED  
 RD4336* NAVD 88     -        48.0    (meters)     157.     (feet)  VERTCON   
 RD4336  ___________________________________________________________________
 RD4336  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 RD4336  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 RD4336  HORZ ORDER  -  SECOND
 RD4336
 RD4336.The horizontal coordinates were established by classical geodetic methods
 RD4336.and adjusted by the National Geodetic Survey in October 1991.
 RD4336
 RD4336.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD4336.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD4336
 RD4336.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD4336
 RD4336.The geoid height was determined by GEOID03.
 RD4336
 RD4336;                    North         East     Units Scale Factor Converg.
 RD4336;SPC OR N     -   196,627.289 2,337,707.320   MT  0.99990398   -1 28 14.7
 RD4336;SPC OR N     -   645,102.65  7,669,643.44   iFT  0.99990398   -1 28 14.7
 RD4336;UTM  10      - 5,029,407.495   533,341.246   MT  0.99961367   +0 18 12.6
 RD4336
 RD4336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD4336!SPC OR N     -   0.99999605  x   0.99990398  =   0.99990003
 RD4336!UTM  10      -   0.99999605  x   0.99961367  =   0.99960972
 RD4336
 RD4336                          SUPERSEDED SURVEY CONTROL
 RD4336
 RD4336  NAD 83(1986)-  45 25 02.63141(N)    122 34 25.91856(W) AD(       ) 2
 RD4336  NGVD 29 (05/15/91)   46.9    (m)          154.     (f) VERT ANG    3  
 RD4336
 RD4336.Superseded values are not recommended for survey control.
 RD4336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4336.See file dsdata.txt to determine how the superseded data were derived.
 RD4336
 RD4336_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER3334129407(NAD 83)
 RD4336_MARKER: DH = HORIZONTAL CONTROL DISK
 RD4336_SETTING: 0 = UNSPECIFIED SETTING
 RD4336_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD4336_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD4336_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD4336+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2006
 RD4336
 RD4336  HISTORY     - Date     Condition        Report By
 RD4336  HISTORY     - 1983     MONUMENTED       ORHD
 RD4336  HISTORY     - 19990905 GOOD             USPSQD
 RD4336  HISTORY     - 20060511 GOOD             USPSQD
 RD4336
 RD4336                          STATION DESCRIPTION
 RD4336
 RD4336'DESCRIBED BY OREGON HIGHWAY DEPARTMENT 1983 (JDU)
 RD4336'THE STATION IS LOCATED ABOUT 3 MILES SOUTH OF THE SOUTH CITY LIMITS
 RD4336'OF PORTLAND IN THE COMMUNITY OF JOHNSON CITY AND ALONG INTERSTATE
 RD4336'205 AND AT THE JUNCTION OF 82ND AVENUE.
 RD4336'
 RD4336'TO REACH FROM THE EAST END OF THE WILLAMETTE RIVER BRIDGE FOR
 RD4336'INTERSTATE 205, GO NORTHEAST FOR 4.0 MILES TO THE 82ND AVENUE
 RD4336'OFFRAMP AND THE STATION.
 RD4336'
 RD4336'THE STATION IS A STANDARD ORHD DISK
 RD4336'STAMPED---EPF 17 1983---,
 RD4336'SET INTO A DRILL HOLE IN THE CONCRETE DECK AT THE SOUTHEAST CORNER
 RD4336'OF THE OFF RAMP STRUCTURE,
 RD4336'1.97 METERS (6.5 FT) NORTH FROM THE SOUTH END OF THE STRUCTURE,
 RD4336'0.95 METER (3.1 FT) WEST FROM THE GUARD RAIL.
 RD4336
 RD4336                          STATION RECOVERY (1999)
 RD4336
 RD4336'RECOVERY NOTE BY US POWER SQUADRON 1999
 RD4336'RECOVERED IN GOOD CONDITION.
 RD4336
 RD4336                          STATION RECOVERY (2006)
 RD4336
 RD4336'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 RD4336'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD4337 ***********************************************************************
 RD4337  DESIGNATION -  EPF 18
 RD4337  PID         -  RD4337
 RD4337  STATE/COUNTY-  OR/CLACKAMAS
 RD4337  USGS QUAD   -  GLADSTONE (1984)
 RD4337
 RD4337                         *CURRENT SURVEY CONTROL
 RD4337  ___________________________________________________________________
 RD4337* NAD 83(1991)-  45 26 30.36986(N)    122 34 05.54066(W)     ADJUSTED  
 RD4337* NAVD 88     -        88.1    (meters)     289.     (feet)  VERTCON   
 RD4337  ___________________________________________________________________
 RD4337  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 RD4337  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 RD4337  HORZ ORDER  -  SECOND
 RD4337
 RD4337.The horizontal coordinates were established by classical geodetic methods
 RD4337.and adjusted by the National Geodetic Survey in October 1991.
 RD4337
 RD4337.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD4337.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD4337
 RD4337.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD4337
 RD4337.The geoid height was determined by GEOID03.
 RD4337
 RD4337;                    North         East     Units Scale Factor Converg.
 RD4337;SPC OR N     -   199,323.977 2,338,219.398   MT  0.99990592   -1 28 00.3
 RD4337;SPC OR N     -   653,950.06  7,671,323.48   iFT  0.99990592   -1 28 00.3
 RD4337;UTM  10      - 5,032,117.957   533,769.456   MT  0.99961402   +0 18 27.6
 RD4337
 RD4337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD4337!SPC OR N     -   0.99998975  x   0.99990592  =   0.99989568
 RD4337!UTM  10      -   0.99998975  x   0.99961402  =   0.99960378
 RD4337
 RD4337                          SUPERSEDED SURVEY CONTROL
 RD4337
 RD4337  NAD 83(1986)-  45 26 30.38446(N)    122 34 05.54698(W) AD(       ) 2
 RD4337  NGVD 29 (05/15/91)   87.1    (m)          286.     (f) VERT ANG    3  
 RD4337
 RD4337.Superseded values are not recommended for survey control.
 RD4337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4337.See file dsdata.txt to determine how the superseded data were derived.
 RD4337
 RD4337_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER3376932118(NAD 83)
 RD4337_MARKER: DH = HORIZONTAL CONTROL DISK
 RD4337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD4337_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RD4337_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD4337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD4337+STABILITY: SURFACE MOTION
 RD4337
 RD4337  HISTORY     - Date     Condition        Report By
 RD4337  HISTORY     - 1983     MONUMENTED       ORHD
 RD4337  HISTORY     - 20060511 MARK NOT FOUND   USPSQD
 RD4337
 RD4337                          STATION DESCRIPTION
 RD4337
 RD4337'DESCRIBED BY OREGON HIGHWAY DEPARTMENT 1983 (JDU)
 RD4337'THE MARK IS LOCATED ABOUT 1 MILE SOUTH OF THE SOUTH CITY LIMITS OF
 RD4337'PORTLAND, IN THE COMMUNITY OF JOHNSON CITY AND ALONG INTERSTATE 205.
 RD4337'
 RD4337'TO REACH FROM THE EAST END OF THE WILLAMETTE RIVER BRIDGE FOR
 RD4337'INTERSTATE 205, GO NORTH AND EAST FOR 5.80 MILES TO THE STATION ON
 RD4337'THE RIGHT ATOP A HIGH CUT BANK.
 RD4337'
 RD4337'THE STATION IS A STANDARD ORHD DISK
 RD4337'STAMPED---EPF 18 1983---,
 RD4337'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 RD4337'30 CM ON SIDE FLUSH WITH GROUND.  LOCATED
 RD4337'9.6 METERS (31.5 FT) NORTHEAST FROM THE END OF A PAVED DRAINAGE
 RD4337'DITCH,
 RD4337'8.0 METERS (26.2 FT) WEST FROM THE EAST RIGHT OF WAY FENCE AND
 RD4337'0.67 METERS (2.2 FT) EAST FROM A METAL WITNESS POST.
 RD4337'THE UNDERGROUND MARK IS A STANDARD ORHD DISK
 RD4337'STAMPED---EPF 18 1983---,
 RD4337'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 RD4337
 RD4337                          STATION RECOVERY (2006)
 RD4337
 RD4337'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 RD4337'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD4338 ***********************************************************************
 RD4338  DESIGNATION -  EPF 19
 RD4338  PID         -  RD4338
 RD4338  STATE/COUNTY-  OR/CLACKAMAS
 RD4338  USGS QUAD   -  GLADSTONE (1984)
 RD4338
 RD4338                         *CURRENT SURVEY CONTROL
 RD4338  ___________________________________________________________________
 RD4338* NAD 83(1991)-  45 26 59.63708(N)    122 34 21.31658(W)     ADJUSTED  
 RD4338* NAVD 88     -        74.8    (meters)     245.     (feet)  VERTCON   
 RD4338  ___________________________________________________________________
 RD4338  LAPLACE CORR-           1.78  (seconds)                    DEFLEC99
 RD4338  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 RD4338  HORZ ORDER  -  SECOND
 RD4338
 RD4338.The horizontal coordinates were established by classical geodetic methods
 RD4338.and adjusted by the National Geodetic Survey in October 1991.
 RD4338
 RD4338.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD4338.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD4338
 RD4338.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD4338
 RD4338.The geoid height was determined by GEOID03.
 RD4338
 RD4338;                    North         East     Units Scale Factor Converg.
 RD4338;SPC OR N     -   200,235.928 2,337,899.861   MT  0.99990660   -1 28 11.5
 RD4338;SPC OR N     -   656,942.02  7,670,275.13   iFT  0.99990660   -1 28 11.5
 RD4338;UTM  10      - 5,033,019.312   533,421.935   MT  0.99961373   +0 18 16.5
 RD4338
 RD4338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD4338!SPC OR N     -   0.99999184  x   0.99990660  =   0.99989844
 RD4338!UTM  10      -   0.99999184  x   0.99961373  =   0.99960557
 RD4338
 RD4338                          SUPERSEDED SURVEY CONTROL
 RD4338
 RD4338  NAD 83(1986)-  45 26 59.65139(N)    122 34 21.32269(W) AD(       ) 2
 RD4338  NGVD 29 (05/15/91)   73.8    (m)          242.     (f) VERT ANG    3  
 RD4338
 RD4338.Superseded values are not recommended for survey control.
 RD4338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4338.See file dsdata.txt to determine how the superseded data were derived.
 RD4338
 RD4338_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER3342233019(NAD 83)
 RD4338_MARKER: DD = SURVEY DISK
 RD4338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD4338_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RD4338_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD4338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD4338+STABILITY: SURFACE MOTION
 RD4338_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RD4338+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2006
 RD4338
 RD4338  HISTORY     - Date     Condition        Report By
 RD4338  HISTORY     - 1983     MONUMENTED       ORHD
 RD4338  HISTORY     - 20040621 GOOD             USPSQD
 RD4338  HISTORY     - 20060511 GOOD             USPSQD
 RD4338
 RD4338                          STATION DESCRIPTION
 RD4338
 RD4338'DESCRIBED BY OREGON HIGHWAY DEPARTMENT 1983 (JDU)
 RD4338'THE STATION IS LOCATED ABOUT 0.75 MILE SOUTH OF THE SOUTH CITY
 RD4338'LIMITS OF PORTLAND AND ALONG INTERSTATE 205.
 RD4338'
 RD4338'TO REACH FROM THE INTERCHANGE OF INTERCHANGE 205 AND INTERCHANGE 84
 RD4338'GO SOUTH ON 205 FOR 5.72 MILES TO THE MARK ON THE RIGHT.
 RD4338'
 RD4338'THE STATION IS A STANDARD ORHD DISK
 RD4338'STAMPED---EPF 19 1983---,
 RD4338'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 RD4338'30 CM ON SIDE FLUSH WITH GROUND.  LOCATED
 RD4338'160 METERS (520 FT) SOUTH FROM THE OTTY ROAD STRUCTURE,
 RD4338'6.8 METERS (22.3 FT) WEST FROM A FENCE,
 RD4338'0.85 METERS (2.8 FT) EAST FROM THE EAST EDGE OF A BIKE PATH AND
 RD4338'0.55 METERS (1.8 FT) WEST FROM A METAL WITNESS POST.
 RD4338'THE UNDERGROUND MARK IS A STANDARD ORHD DISK
 RD4338'STAMPED---EPF 19 1983---,
 RD4338'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 RD4338
 RD4338                          STATION RECOVERY (2004)
 RD4338
 RD4338'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 RD4338'RECOVERED IN GOOD CONDITION.
 RD4338
 RD4338                          STATION RECOVERY (2006)
 RD4338
 RD4338'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 RD4338'METAL WITNESS POST NOT FOUND.  WOODEN STAKE WITH EPF 19 WRITTEN ON IT
 RD4338'ADJACENT TO THE STATION
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD4339 ***********************************************************************
 RD4339  DESIGNATION -  EPF 2
 RD4339  PID         -  RD4339
 RD4339  STATE/COUNTY-  OR/CLACKAMAS
 RD4339  USGS QUAD   -  CANBY (1985)
 RD4339
 RD4339                         *CURRENT SURVEY CONTROL
 RD4339  ___________________________________________________________________
 RD4339* NAD 83(1991)-  45 22 23.55992(N)    122 44 15.70882(W)     ADJUSTED  
 RD4339* NAVD 88     -        54.9    (meters)     180.     (feet)  VERTCON   
 RD4339  ___________________________________________________________________
 RD4339  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 RD4339  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 RD4339  HORZ ORDER  -  SECOND
 RD4339
 RD4339.The horizontal coordinates were established by classical geodetic methods
 RD4339.and adjusted by the National Geodetic Survey in October 1991.
 RD4339
 RD4339.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD4339.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD4339
 RD4339.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD4339
 RD4339.The geoid height was determined by GEOID03.
 RD4339
 RD4339;                    North         East     Units Scale Factor Converg.
 RD4339;SPC OR N     -   192,061.386 2,324,753.613   MT  0.99990094   -1 35 13.0
 RD4339;SPC OR N     -   630,122.66  7,627,144.40   iFT  0.99990094   -1 35 13.0
 RD4339;UTM  10      - 5,024,444.242   520,538.846   MT  0.99960519   +0 11 12.1
 RD4339
 RD4339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD4339!SPC OR N     -   0.99999498  x   0.99990094  =   0.99989592
 RD4339!UTM  10      -   0.99999498  x   0.99960519  =   0.99960017
 RD4339
 RD4339                          SUPERSEDED SURVEY CONTROL
 RD4339
 RD4339  NAD 83(1986)-  45 22 23.57672(N)    122 44 15.71726(W) AD(       ) 2
 RD4339  NGVD 29 (05/15/91)   53.8    (m)          177.     (f) VERT ANG    3  
 RD4339
 RD4339.Superseded values are not recommended for survey control.
 RD4339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4339.See file dsdata.txt to determine how the superseded data were derived.
 RD4339
 RD4339_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER2053924444(NAD 83)
 RD4339_MARKER: DH = HORIZONTAL CONTROL DISK
 RD4339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD4339_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RD4339_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD4339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD4339+STABILITY: SURFACE MOTION
 RD4339_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD4339+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2004
 RD4339
 RD4339  HISTORY     - Date     Condition        Report By
 RD4339  HISTORY     - 1983     MONUMENTED       ORHD
 RD4339  HISTORY     - 20040607 GOOD             USPSQD
 RD4339
 RD4339                          STATION DESCRIPTION
 RD4339
 RD4339'DESCRIBED BY OREGON HIGHWAY DEPARTMENT 1983 (JDU)
 RD4339'THE STATION IS LOCATED ABOUT 7 MILES WEST OF OREGON CITY ALONG
 RD4339'INTERSTATE 205.
 RD4339'
 RD4339'TO REACH FROM THE WEST END OF THE TUALATIN RIVER BRIDGE FOR
 RD4339'INTERSTATE 205, GO WEST FOR 2.36 MILES TO THE STATION ON THE LEFT.
 RD4339'
 RD4339'THE STATION IS A STANDARD OREGON STATE HIGHWAY DIVISION SURVEY DISK,
 RD4339'STAMPED---EPF 2 1983---SET INTO A CONCRETE MONUMENT FLUSH WITH THE
 RD4339'GROUND.  IT IS LOCATED IN THE FREEWAY MEDIAN, IN THE CENTER OF A
 RD4339'CURVE, 29.24 METERS NORTH OF THE NORTH BOUND LANES, 13.0 METERS
 RD4339'SOUTH OF THE SOUTH BOUND LANES AND 0.6 METERS WEST OF A METAL
 RD4339'WITNESS POST.
 RD4339'
 RD4339'THE UNDERGROUND MARK IS A STANDARD OREGON HIGHWAY DEPARTMENT DISK
 RD4339'STAMPED---EPF 2 1987---SET INTO AN IRREGULAR MASS OF CONCRETE 3
 RD4339'FEET BELOW THE SURFACE OF THE GROUND.
 RD4339
 RD4339                          STATION RECOVERY (2004)
 RD4339
 RD4339'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 RD4339'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1619 ***********************************************************************
 RD1619  DESIGNATION -  EPF 20
 RD1619  PID         -  RD1619
 RD1619  STATE/COUNTY-  OR/CLACKAMAS
 RD1619  USGS QUAD   -  GLADSTONE (1984)
 RD1619
 RD1619                         *CURRENT SURVEY CONTROL
 RD1619  ___________________________________________________________________
 RD1619* NAD 83(2007)-  45 27 35.13762(N)    122 34 20.65976(W)     ADJUSTED  
 RD1619* NAVD 88     -        70.2    (meters)     230.     (feet)  VERTCON   
 RD1619  ___________________________________________________________________
 RD1619  EPOCH DATE  -        2007.00
 RD1619  X           -  -2,412,601.501 (meters)                     COMP
 RD1619  Y           -  -3,776,485.770 (meters)                     COMP
 RD1619  Z           -   4,523,367.249 (meters)                     COMP
 RD1619  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 RD1619  ELLIP HEIGHT-          47.448 (meters)          (02/10/07) ADJUSTED
 RD1619  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 RD1619
 RD1619  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 RD1619  Type    PID    Designation                      North   East  Ellip
 RD1619  -------------------------------------------------------------------
 RD1619  NETWORK RD1619 EPF 20                            7.66   8.00  31.09
 RD1619  -------------------------------------------------------------------
 RD1619
 RD1619.The horizontal coordinates were established by GPS observations
 RD1619.and adjusted by the National Geodetic Survey in February 2007.
 RD1619
 RD1619.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 RD1619.See www.ngs.noaa.gov/NationalReadjustment for more information.
 RD1619.The horizontal coordinates are valid at the epoch date displayed above.
 RD1619.The epoch date for horizontal control is a decimal equivalence
 RD1619.of Year/Month/Day.
 RD1619
 RD1619.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD1619.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD1619
 RD1619.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RD1619
 RD1619.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1619
 RD1619.The ellipsoidal height was determined by GPS observations
 RD1619.and is referenced to NAD 83.
 RD1619
 RD1619.The geoid height was determined by GEOID03.
 RD1619
 RD1619;                    North         East     Units Scale Factor Converg.
 RD1619;SPC OR N     -   201,331.087 2,337,942.235   MT  0.99990746   -1 28 11.0
 RD1619;SPC OR N     -   660,535.06  7,670,414.16   iFT  0.99990746   -1 28 11.0
 RD1619;UTM  10      - 5,034,114.936   533,430.374   MT  0.99961374   +0 18 17.2
 RD1619
 RD1619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1619!SPC OR N     -   0.99999256  x   0.99990746  =   0.99990002
 RD1619!UTM  10      -   0.99999256  x   0.99961374  =   0.99960630
 RD1619
 RD1619                          SUPERSEDED SURVEY CONTROL
 RD1619
 RD1619  NAD 83(1998)-  45 27 35.13553(N)    122 34 20.66167(W) AD(       ) 2
 RD1619  ELLIP H (07/18/02)   47.544  (m)                       GP(       ) 4 1
 RD1619  NAD 83(1991)-  45 27 35.13388(N)    122 34 20.66189(W) AD(       ) 2
 RD1619  ELLIP H (10/15/91)   47.715  (m)                       GP(       ) 4 1
 RD1619  NAD 83(1986)-  45 27 35.14769(N)    122 34 20.66814(W) AD(       ) 2
 RD1619  NGVD 29 (09/20/88)   69.1    (m)          227.     (f) GPS OBS     3  
 RD1619
 RD1619.Superseded values are not recommended for survey control.
 RD1619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1619.See file dsdata.txt to determine how the superseded data were derived.
 RD1619
 RD1619_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER3343034115(NAD 83)
 RD1619_MARKER: DH = HORIZONTAL CONTROL DISK
 RD1619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD1619_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD1619_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD1619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD1619+STABILITY: SURFACE MOTION
 RD1619_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD1619+SATELLITE: SATELLITE OBSERVATIONS - January 12, 1988
 RD1619
 RD1619  HISTORY     - Date     Condition        Report By
 RD1619  HISTORY     - 1983     MONUMENTED       ORHD
 RD1619  HISTORY     - 19880112 GOOD
 RD1619  HISTORY     - 20040622 MARK NOT FOUND   USPSQD
 RD1619
 RD1619                          STATION DESCRIPTION
 RD1619
 RD1619'DESCRIBED BY OREGON HIGHWAY DEPARTMENT 1983 (LLR)
 RD1619'THE STATION IS LOCATED ABOUT 0.1 MILE SOUTH OF THE SOUTH CITY
 RD1619'LIMITS OF PORTLAND, ON THE WEST SHOULDER OF THE SOUTH BOUND LANES
 RD1619'OF INTERSTATE 205 AND JUST SOUTH OF TWO SMALL CEDAR TREES.  IT IS
 RD1619'ALSO 0.12 MILE SOUTH OF THE MULTOMAH, CLACKAMAS COUNTY LINE.
 RD1619'
 RD1619'TO REACH FROM THE INTERCHANGE OF INTERSTATES 205 AND 84, GO SOUTH ON
 RD1619'INTERSTATE 205 8.1 KM (5.05 MILES) TO THE MARK ON THE RIGHT.
 RD1619'
 RD1619'THE STATION IS A STANDARD ORHD DISK STAMPED---EPF 20 1983---SET
 RD1619'INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON SIDE FLUSH WITH
 RD1619'THE GROUND.  LOCATED 4.05 METERS (13.29 FT) WEST FROM A GUARD RAIL,
 RD1619'0.56 METER (1.84 FT) WEST FROM A METAL WITNESS POST.  THE
 RD1619'UNDERGROUND MARK IS A STANDARD ORHD DISK STAMPED---EPF 20
 RD1619'1987---SET INTO AN IRREGULAR MASS OF CONCRETE  1 METER BELOW THE
 RD1619'SURFACE OF THE GROUND.
 RD1619
 RD1619                          STATION RECOVERY (1988)
 RD1619
 RD1619'RECOVERED 1988
 RD1619'RECOVERED IN GOOD CONDITION.
 RD1619
 RD1619                          STATION RECOVERY (2004)
 RD1619
 RD1619'RECOVERY NOTE BY US POWER SQUADRON 2004
 RD1619'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD4340 ***********************************************************************
 RD4340  DESIGNATION -  EPF 21
 RD4340  PID         -  RD4340
 RD4340  STATE/COUNTY-  OR/MULTNOMAH
 RD4340  USGS QUAD   -  GLADSTONE (1984)
 RD4340
 RD4340                         *CURRENT SURVEY CONTROL
 RD4340  ___________________________________________________________________
 RD4340* NAD 83(1991)-  45 28 27.83376(N)    122 33 56.00667(W)     ADJUSTED  
 RD4340* NAVD 88     -        73.0    (meters)     240.     (feet)  VERTCON   
 RD4340  ___________________________________________________________________
 RD4340  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 RD4340  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 RD4340  HORZ ORDER  -  SECOND
 RD4340
 RD4340.The horizontal coordinates were established by classical geodetic methods
 RD4340.and adjusted by the National Geodetic Survey in October 1991.
 RD4340
 RD4340.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD4340.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD4340
 RD4340.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD4340
 RD4340.The geoid height was determined by GEOID03.
 RD4340
 RD4340;                    North         East     Units Scale Factor Converg.
 RD4340;SPC OR N     -   202,943.552 2,338,519.209   MT  0.99990879   -1 27 53.5
 RD4340;SPC OR N     -   665,825.30  7,672,307.12   iFT  0.99990879   -1 27 53.5
 RD4340;UTM  10      - 5,035,744.016   533,956.984   MT  0.99961418   +0 18 35.0
 RD4340
 RD4340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD4340!SPC OR N     -   0.99999212  x   0.99990879  =   0.99990091
 RD4340!UTM  10      -   0.99999212  x   0.99961418  =   0.99960631
 RD4340
 RD4340                          SUPERSEDED SURVEY CONTROL
 RD4340
 RD4340  NAD 83(1986)-  45 28 27.84882(N)    122 33 56.01252(W) AD(       ) 2
 RD4340  NGVD 29 (05/15/91)   72.0    (m)          236.     (f) VERT ANG    3  
 RD4340
 RD4340.Superseded values are not recommended for survey control.
 RD4340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4340.See file dsdata.txt to determine how the superseded data were derived.
 RD4340
 RD4340_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER3395735744(NAD 83)
 RD4340_MARKER: DH = HORIZONTAL CONTROL DISK
 RD4340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD4340_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RD4340_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD4340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD4340+STABILITY: SURFACE MOTION
 RD4340_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD4340+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2006
 RD4340
 RD4340  HISTORY     - Date     Condition        Report By
 RD4340  HISTORY     - 1983     MONUMENTED       ORHD
 RD4340  HISTORY     - 20040607 GOOD             USPSQD
 RD4340  HISTORY     - 20060517 GOOD             USPSQD
 RD4340
 RD4340                          STATION DESCRIPTION
 RD4340
 RD4340'DESCRIBED BY OREGON HIGHWAY DEPARTMENT 1983 (JDU)
 RD4340'THE STATION IS LOCATED IN PORTLAND, 1.4 KM NORTH OF THE MULTNOMAH,
 RD4340'CLACKAMAS COUNTY LINE, IN THE MEDIAN STRIP OF INTERSTATE 205 AND IS
 RD4340'JUST NORTH OF A RAILROAD UNDERCROSSING.
 RD4340'
 RD4340'TO REACH FROM THE INTERCHANGE OF INTERSTATE HIGHWAYS 84 AND 205 GO
 RD4340'SOUTH ON 205 FOR 3.98 MILES TO THE MARK ON THE LEFT.
 RD4340'
 RD4340'THE STATION IS A STANDARD ORHD DISK
 RD4340'STAMPED---EPF 21 1983---,
 RD4340'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 RD4340'30 CM ON SIDE FLUSH WITH GROUND.  LOCATED
 RD4340'8.30 METERS (27.23 FT) WEST FROM THE WEST CURB OF NORTH BOUND LANES,
 RD4340'8.10 METERS (26.57 FT) EAST FROM THE EAST CURB OF SOUTH BOUND LANES,
 RD4340'0.58 METER (1.90 FT) NORTH FROM A METAL WITNESS POST.
 RD4340'THE UNDERGROUND MARK IS A STANDARD ORHD DISK
 RD4340'STAMPED---EPF 21 1983---,
 RD4340'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 RD4340
 RD4340                          STATION RECOVERY (2004)
 RD4340
 RD4340'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 RD4340'RECOVERED IN GOOD CONDITION.
 RD4340
 RD4340                          STATION RECOVERY (2006)
 RD4340
 RD4340'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 RD4340'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD4341 ***********************************************************************
 RD4341  DESIGNATION -  EPF 22
 RD4341  PID         -  RD4341
 RD4341  STATE/COUNTY-  OR/MULTNOMAH
 RD4341  USGS QUAD   -  MOUNT TABOR (1990)
 RD4341
 RD4341                         *CURRENT SURVEY CONTROL
 RD4341  ___________________________________________________________________
 RD4341* NAD 83(1991)-  45 29 59.94749(N)    122 33 55.25240(W)     ADJUSTED  
 RD4341* NAVD 88     -        98.4    (meters)     323.     (feet)  VERTCON   
 RD4341  ___________________________________________________________________
 RD4341  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 RD4341  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 RD4341  HORZ ORDER  -  SECOND
 RD4341
 RD4341.The horizontal coordinates were established by classical geodetic methods
 RD4341.and adjusted by the National Geodetic Survey in October 1991.
 RD4341
 RD4341.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD4341.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD4341
 RD4341.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD4341
 RD4341.The geoid height was determined by GEOID03.
 RD4341
 RD4341;                    North         East     Units Scale Factor Converg.
 RD4341;SPC OR N     -   205,785.737 2,338,608.270   MT  0.99991127   -1 27 53.0
 RD4341;SPC OR N     -   675,150.06  7,672,599.31   iFT  0.99991127   -1 27 53.0
 RD4341;UTM  10      - 5,038,586.755   533,957.982   MT  0.99961418   +0 18 36.1
 RD4341
 RD4341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD4341!SPC OR N     -   0.99998814  x   0.99991127  =   0.99989942
 RD4341!UTM  10      -   0.99998814  x   0.99961418  =   0.99960233
 RD4341
 RD4341                          SUPERSEDED SURVEY CONTROL
 RD4341
 RD4341  NAD 83(1986)-  45 29 59.96287(N)    122 33 55.25810(W) AD(       ) 2
 RD4341  NGVD 29 (05/15/91)   97.3    (m)          319.     (f) VERT ANG    3  
 RD4341
 RD4341.Superseded values are not recommended for survey control.
 RD4341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4341.See file dsdata.txt to determine how the superseded data were derived.
 RD4341
 RD4341_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER3395838587(NAD 83)
 RD4341_MARKER: DH = HORIZONTAL CONTROL DISK
 RD4341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD4341_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RD4341_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD4341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD4341+STABILITY: SURFACE MOTION
 RD4341_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD4341+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2006
 RD4341
 RD4341  HISTORY     - Date     Condition        Report By
 RD4341  HISTORY     - 1983     MONUMENTED       ORHD
 RD4341  HISTORY     - 20040610 GOOD             USPSQD
 RD4341  HISTORY     - 20060517 GOOD             USPSQD
 RD4341
 RD4341                          STATION DESCRIPTION
 RD4341
 RD4341'DESCRIBED BY OREGON HIGHWAY DEPARTMENT 1983 (JDU)
 RD4341'THE STATION IS LOCATED IN PORTLAND ABOUT 4.2 KM (2.6 MI) NORTH OF
 RD4341'THE MULTHOMAH, CLACKAMAS COUNTY LINE, IN THE RAISED MEDIAN OF
 RD4341'INTERSTATE 205 AND JUST SOUTH OF THE ON RAMP FROM DIVISION STREET.
 RD4341'
 RD4341'TO REACH FROM THE INTERCHANGE OF INTERSTATE HIGHWAYS 84 AND 205 GO
 RD4341'SOUTH ON 205 FOR 2.23 MILES TO THE MARK ON THE LEFT.
 RD4341'
 RD4341'THE STATION IS A STANDARD ORHD DISK
 RD4341'STAMPED---EPF 22 1983---,
 RD4341'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 RD4341'30 CM ON SIDE FLUSH WITH GROUND.  LOCATED
 RD4341'10.45 METERS (34.28 FT) EAST FROM THE EAST CURB OF SOUTH BOUND
 RD4341'LANES,
 RD4341'10.10 METERS (33.14 FT) WEST FROM THE WEST CURB OF NORTH BOUND LANE
 RD4341'AND 0.61 METER (2.0 FT) NORTH FROM A METAL WITNESS POST.
 RD4341'THE UNDERGROUND MARK IS A STANDARD ORHD DISK
 RD4341'STAMPED---EPF 22 1983---,
 RD4341'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 RD4341
 RD4341                          STATION RECOVERY (2004)
 RD4341
 RD4341'RECOVERY NOTE BY US POWER SQUADRON 2004 (RHC)
 RD4341'RECOVERED IN GOOD CONDITION.
 RD4341
 RD4341                          STATION RECOVERY (2006)
 RD4341
 RD4341'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 RD4341'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD4342 ***********************************************************************
 RD4342  DESIGNATION -  EPF 23
 RD4342  PID         -  RD4342
 RD4342  STATE/COUNTY-  OR/MULTNOMAH
 RD4342  USGS QUAD   -  MOUNT TABOR (1990)
 RD4342
 RD4342                         *CURRENT SURVEY CONTROL
 RD4342  ___________________________________________________________________
 RD4342* NAD 83(1991)-  45 31 35.28772(N)    122 33 57.30410(W)     ADJUSTED  
 RD4342* NAVD 88     -        91.1    (meters)     299.     (feet)  VERTCON   
 RD4342  ___________________________________________________________________
 RD4342  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 RD4342  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 RD4342  HORZ ORDER  -  SECOND
 RD4342
 RD4342.The horizontal coordinates were established by classical geodetic methods
 RD4342.and adjusted by the National Geodetic Survey in October 1991.
 RD4342
 RD4342.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD4342.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD4342
 RD4342.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD4342
 RD4342.The geoid height was determined by GEOID03.
 RD4342
 RD4342;                    North         East     Units Scale Factor Converg.
 RD4342;SPC OR N     -   208,729.069 2,338,638.996   MT  0.99991405   -1 27 54.4
 RD4342;SPC OR N     -   684,806.66  7,672,700.12   iFT  0.99991405   -1 27 54.4
 RD4342;SPC WA S     -    23,581.234   338,612.491   MT  1.00008365   -1 30 02.4
 RD4342;SPC WA S     -    77,366.10  1,110,931.15   sFT  1.00008365   -1 30 02.4
 RD4342;UTM  10      - 5,041,528.748   533,897.554   MT  0.99961413   +0 18 35.1
 RD4342
 RD4342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD4342!SPC OR N     -   0.99998929  x   0.99991405  =   0.99990334
 RD4342!SPC WA S     -   0.99998929  x   1.00008365  =   1.00007293
 RD4342!UTM  10      -   0.99998929  x   0.99961413  =   0.99960342
 RD4342
 RD4342                          SUPERSEDED SURVEY CONTROL
 RD4342
 RD4342  NAD 83(1986)-  45 31 35.30339(N)    122 33 57.30955(W) AD(       ) 2
 RD4342  NGVD 29 (05/15/91)   90.0    (m)          295.     (f) VERT ANG    3  
 RD4342
 RD4342.Superseded values are not recommended for survey control.
 RD4342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4342.See file dsdata.txt to determine how the superseded data were derived.
 RD4342
 RD4342_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER3389841529(NAD 83)
 RD4342_MARKER: DH = HORIZONTAL CONTROL DISK
 RD4342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD4342_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RD4342_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD4342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD4342+STABILITY: SURFACE MOTION
 RD4342_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD4342+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2006
 RD4342
 RD4342  HISTORY     - Date     Condition        Report By
 RD4342  HISTORY     - 1983     MONUMENTED       ORHD
 RD4342  HISTORY     - 19941025 GOOD             USPSQD
 RD4342  HISTORY     - 20040608 GOOD             USPSQD
 RD4342  HISTORY     - 20060517 GOOD             USPSQD
 RD4342
 RD4342                          STATION DESCRIPTION
 RD4342
 RD4342'DESCRIBED BY OREGON HIGHWAY DEPARTMENT 1983 (JDU)
 RD4342'THE STATION IS LOCATED IN PORTLAND ON THE NORTHWEST SIDE OF THE
 RD4342'GLISAN STREET OVERPASS OF INTERSTATE 205.
 RD4342'
 RD4342'TO REACH FROM THE INTERSTATE 205 STRUCTURE OVER INTERSTATE 84 GO
 RD4342'SOUTH ON 205 FOR 0.43 MILES TO THE MARK ON THE GLISAN STREET
 RD4342'OVERPASS.
 RD4342'
 RD4342'THE STATION IS A STANDARD ORHD DISK
 RD4342'STAMPED---EPF 23 1983---,
 RD4342'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 RD4342'30 CM ON SIDE FLUSH WITH GROUND.  LOCATED
 RD4342'1.15 METERS (3.77 FT) NORTH FROM THE WEST END OF THE GLISAN STREET
 RD4342'STRUCTURE,
 RD4342'0.54 METER (1.77 FT) WEST FROM A METAL WITNESS POST.
 RD4342'THE UNDERGROUND MARK IS A STANDARD ORHD DISK
 RD4342'STAMPED---EPF 23 1983---,
 RD4342'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 RD4342
 RD4342                          STATION RECOVERY (1994)
 RD4342
 RD4342'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD4342'RECOVERED IN GOOD CONDITION.
 RD4342
 RD4342                          STATION RECOVERY (2004)
 RD4342
 RD4342'RECOVERY NOTE BY US POWER SQUADRON 2004 (RHC)
 RD4342'THE WITNESS POST IN EXACT LOCATION DESCRIBED, DID NOT EXCAVATE.
 RD4342
 RD4342                          STATION RECOVERY (2006)
 RD4342
 RD4342'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 RD4342'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD4343 ***********************************************************************
 RD4343  DESIGNATION -  EPF 24
 RD4343  PID         -  RD4343
 RD4343  STATE/COUNTY-  OR/MULTNOMAH
 RD4343  USGS QUAD   -  MOUNT TABOR (1990)
 RD4343
 RD4343                         *CURRENT SURVEY CONTROL
 RD4343  ___________________________________________________________________
 RD4343* NAD 83(1991)-  45 32 53.82277(N)    122 33 36.10893(W)     ADJUSTED  
 RD4343* NAVD 88     -        62.8    (meters)     206.     (feet)  VERTCON   
 RD4343  ___________________________________________________________________
 RD4343  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 RD4343  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 RD4343  HORZ ORDER  -  SECOND
 RD4343
 RD4343.The horizontal coordinates were established by classical geodetic methods
 RD4343.and adjusted by the National Geodetic Survey in October 1991.
 RD4343
 RD4343.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD4343.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD4343
 RD4343.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD4343
 RD4343.The geoid height was determined by GEOID03.
 RD4343
 RD4343;                    North         East     Units Scale Factor Converg.
 RD4343;SPC OR N     -   211,140.934 2,339,160.562   MT  0.99991650   -1 27 39.4
 RD4343;SPC OR N     -   692,719.60  7,674,411.29   iFT  0.99991650   -1 27 39.4
 RD4343;SPC WA S     -    25,993.174   339,135.638   MT  1.00007677   -1 29 47.0
 RD4343;SPC WA S     -    85,279.27  1,112,647.51   sFT  1.00007677   -1 29 47.0
 RD4343;UTM  10      - 5,043,954.880   534,344.030   MT  0.99961450   +0 18 50.7
 RD4343
 RD4343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD4343!SPC OR N     -   0.99999372  x   0.99991650  =   0.99991022
 RD4343!SPC WA S     -   0.99999372  x   1.00007677  =   1.00007049
 RD4343!UTM  10      -   0.99999372  x   0.99961450  =   0.99960823
 RD4343
 RD4343                          SUPERSEDED SURVEY CONTROL
 RD4343
 RD4343  NAD 83(1986)-  45 32 53.83728(N)    122 33 36.11477(W) AD(       ) 2
 RD4343  NGVD 29 (05/15/91)   61.7    (m)          202.     (f) VERT ANG    3  
 RD4343
 RD4343.Superseded values are not recommended for survey control.
 RD4343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4343.See file dsdata.txt to determine how the superseded data were derived.
 RD4343
 RD4343_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER3434443955(NAD 83)
 RD4343_MARKER: DH = HORIZONTAL CONTROL DISK
 RD4343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD4343_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RD4343_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD4343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD4343+STABILITY: SURFACE MOTION
 RD4343_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD4343+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2005
 RD4343
 RD4343  HISTORY     - Date     Condition        Report By
 RD4343  HISTORY     - 1983     MONUMENTED       ORHD
 RD4343  HISTORY     - 20040608 GOOD             USPSQD
 RD4343  HISTORY     - 20051012 GOOD             USPSQD
 RD4343
 RD4343                          STATION DESCRIPTION
 RD4343
 RD4343'DESCRIBED BY OREGON HIGHWAY DEPARTMENT 1983 (JDU)
 RD4343'THE STATION IS LOCATED IN NE PORTLAND, ALONG INTERSTATE HIGHWAY 205,
 RD4343'ABOUT 2.2 MILES SOUTH OF THE SOUTH END OF INTERSTATE BRIDGE OVER
 RD4343'THE COLUMBIA RIVER.
 RD4343'
 RD4343'TO REACH THE STATION FROM THE SOUTH END OF INTERSTATE 205 BRIDGE
 RD4343'OVER THE COLUMBIA RIVER, GO SOUTH ON INTERSTATE 205 FOR 2.2 MILES.
 RD4343'THE MARK IS ON THE EAST SIDE OF THE NORTH BOUND LANES ON THE TOP OF
 RD4343'A CUT BANK.
 RD4343'
 RD4343'THE STATION IS A STANDARD ORHD DISK
 RD4343'STAMPED---EPF 24 1983---,
 RD4343'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 RD4343'30 CM ON SIDE FLUSH WITH GROUND.  LOCATED
 RD4343'9.7 METERS (31.8 FT) EAST FROM A CURB,
 RD4343'13.5 METERS (44.3 FT) SOUTHEAST FROM A METAL LIGHT POLE AND
 RD4343'0.57 METER (1.9 FT) WEST FROM A METAL WITNESS POST.
 RD4343'THE UNDERGROUND MARK IS A STANDARD ORHD DISK
 RD4343'STAMPED---EPF 24 1983---,
 RD4343'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 RD4343
 RD4343                          STATION RECOVERY (2004)
 RD4343
 RD4343'RECOVERY NOTE BY US POWER SQUADRON 2004 (RHC)
 RD4343'DID NOT EXCAVATE.
 RD4343
 RD4343                          STATION RECOVERY (2005)
 RD4343
 RD4343'RECOVERY NOTE BY US POWER SQUADRON 2005 (SO)
 RD4343'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD4344 ***********************************************************************
 RD4344  DESIGNATION -  EPF 26
 RD4344  PID         -  RD4344
 RD4344  STATE/COUNTY-  OR/MULTNOMAH
 RD4344  USGS QUAD   -  MOUNT TABOR (1990)
 RD4344
 RD4344                         *CURRENT SURVEY CONTROL
 RD4344  ___________________________________________________________________
 RD4344* NAD 83(1991)-  45 34 13.68872(N)    122 33 03.42327(W)     ADJUSTED  
 RD4344* NAVD 88     -        13.1    (meters)      43.     (feet)  VERTCON   
 RD4344  ___________________________________________________________________
 RD4344  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 RD4344  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 RD4344  HORZ ORDER  -  SECOND
 RD4344
 RD4344.The horizontal coordinates were established by classical geodetic methods
 RD4344.and adjusted by the National Geodetic Survey in October 1991.
 RD4344
 RD4344.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD4344.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD4344
 RD4344.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD4344
 RD4344.The geoid height was determined by GEOID03.
 RD4344
 RD4344;                    North         East     Units Scale Factor Converg.
 RD4344;SPC OR N     -   213,587.601 2,339,931.873   MT  0.99991914   -1 27 16.2
 RD4344;SPC OR N     -   700,746.72  7,676,941.84   iFT  0.99991914   -1 27 16.2
 RD4344;SPC WA S     -    28,439.745   339,908.579   MT  1.00006993   -1 29 23.3
 RD4344;SPC WA S     -    93,306.06  1,115,183.40   sFT  1.00006993   -1 29 23.3
 RD4344;UTM  10      - 5,046,423.517   535,038.972   MT  0.99961509   +0 19 14.4
 RD4344
 RD4344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD4344!SPC OR N     -   1.00000152  x   0.99991914  =   0.99992066
 RD4344!SPC WA S     -   1.00000152  x   1.00006993  =   1.00007145
 RD4344!UTM  10      -   1.00000152  x   0.99961509  =   0.99961661
 RD4344
 RD4344                          SUPERSEDED SURVEY CONTROL
 RD4344
 RD4344  NAD 83(1986)-  45 34 13.70504(N)    122 33 03.42721(W) AD(       ) 2
 RD4344  NGVD 29 (05/15/91)   12.0    (m)           39.     (f) VERT ANG    3  
 RD4344
 RD4344.Superseded values are not recommended for survey control.
 RD4344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4344.See file dsdata.txt to determine how the superseded data were derived.
 RD4344
 RD4344_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER3503946424(NAD 83)
 RD4344_MARKER: DH = HORIZONTAL CONTROL DISK
 RD4344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD4344_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RD4344_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD4344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD4344+STABILITY: SURFACE MOTION
 RD4344_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD4344+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2004
 RD4344
 RD4344  HISTORY     - Date     Condition        Report By
 RD4344  HISTORY     - 1983     MONUMENTED       ORHD
 RD4344  HISTORY     - 19991101 GOOD             USPSQD
 RD4344  HISTORY     - 20040608 GOOD             USPSQD
 RD4344  HISTORY     - 20051012 MARK NOT FOUND   USPSQD
 RD4344
 RD4344                          STATION DESCRIPTION
 RD4344
 RD4344'DESCRIBED BY OREGON HIGHWAY DEPARTMENT 1983 (JDU)
 RD4344'THE STATION IS LOCATED IN NE PORTLAND ABOUT 0.3 MILE SOUTH OF THE
 RD4344'COLUMBIA RIVER AND ON THE WEST SIDE OF INTERSTATE 205.
 RD4344'
 RD4344'TO REACH THE STATION FROM THE SOUTH END OF THE INTERSTATE 205 BRIDGE
 RD4344'OVER THE COLUMBIA RIVER GO SOUTH ON 205 FOR 0.26 MILE TO THE MARK
 RD4344'ON THE RIGHT.
 RD4344'
 RD4344'THE STATION IS A STANDARD ORHD DISK
 RD4344'STAMPED---EPF 26 1983---,
 RD4344'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 RD4344'30 CM ON SIDE FLUSH WITH GROUND.  LOCATED
 RD4344'4.0 METERS (13.1 FT) SOUTH FROM THE CINCRETE GUARD RAIL FOR THE
 RD4344'AIRPORT WAY OVERCROSSING,
 RD4344'7.55 METERS (24.8 FT) SOUTH FROM A METAL LIGHT POLE AND
 RD4344'0.59 METER (1.94 FT) EAST FROM A METAL WITNESS POST.
 RD4344'THE UNDERGROUND MARK IS A STANDARD ORHD DISK
 RD4344'STAMPED---EPF 26 1983---,
 RD4344'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 RD4344
 RD4344                          STATION RECOVERY (1999)
 RD4344
 RD4344'RECOVERY NOTE BY US POWER SQUADRON 1999
 RD4344'RECOVERED IN GOOD CONDITION.
 RD4344
 RD4344                          STATION RECOVERY (2004)
 RD4344
 RD4344'RECOVERY NOTE BY US POWER SQUADRON 2004 (RHC)
 RD4344'THE WITNESS POST WAS AS LOCATED,DID NOT EXCAVATE.
 RD4344
 RD4344                          STATION RECOVERY (2005)
 RD4344
 RD4344'RECOVERY NOTE BY US POWER SQUADRON 2005 (SO)
 RD4344'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD4345 ***********************************************************************
 RD4345  DESIGNATION -  EPF 3
 RD4345  PID         -  RD4345
 RD4345  STATE/COUNTY-  OR/CLACKAMAS
 RD4345  USGS QUAD   -  CANBY (1985)
 RD4345
 RD4345                         *CURRENT SURVEY CONTROL
 RD4345  ___________________________________________________________________
 RD4345* NAD 83(1991)-  45 22 23.08158(N)    122 42 59.77623(W)     ADJUSTED  
 RD4345* NAVD 88     -        70.7    (meters)     232.     (feet)  VERTCON   
 RD4345  ___________________________________________________________________
 RD4345  LAPLACE CORR-           2.28  (seconds)                    DEFLEC99
 RD4345  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 RD4345  HORZ ORDER  -  SECOND
 RD4345
 RD4345.The horizontal coordinates were established by classical geodetic methods
 RD4345.and adjusted by the National Geodetic Survey in October 1991.
 RD4345
 RD4345.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD4345.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD4345
 RD4345.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD4345
 RD4345.The geoid height was determined by GEOID03.
 RD4345
 RD4345;                    North         East     Units Scale Factor Converg.
 RD4345;SPC OR N     -   192,001.089 2,326,404.653   MT  0.99990093   -1 34 19.1
 RD4345;SPC OR N     -   629,924.83  7,632,561.20   iFT  0.99990093   -1 34 19.1
 RD4345;UTM  10      - 5,024,435.078   522,190.472   MT  0.99960605   +0 12 06.1
 RD4345
 RD4345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD4345!SPC OR N     -   0.99999250  x   0.99990093  =   0.99989343
 RD4345!UTM  10      -   0.99999250  x   0.99960605  =   0.99959856
 RD4345
 RD4345                          SUPERSEDED SURVEY CONTROL
 RD4345
 RD4345  NAD 83(1986)-  45 22 23.09864(N)    122 42 59.78375(W) AD(       ) 2
 RD4345  NGVD 29 (05/15/91)   69.6    (m)          228.     (f) VERT ANG    3  
 RD4345
 RD4345.Superseded values are not recommended for survey control.
 RD4345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4345.See file dsdata.txt to determine how the superseded data were derived.
 RD4345
 RD4345_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER2219024435(NAD 83)
 RD4345_MARKER: DH = HORIZONTAL CONTROL DISK
 RD4345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD4345_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RD4345_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD4345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD4345+STABILITY: SURFACE MOTION
 RD4345_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD4345+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2006
 RD4345
 RD4345  HISTORY     - Date     Condition        Report By
 RD4345  HISTORY     - 1983     MONUMENTED       ORHD
 RD4345  HISTORY     - 20040607 GOOD             USPSQD
 RD4345  HISTORY     - 20060601 GOOD             USPSQD
 RD4345
 RD4345                          STATION DESCRIPTION
 RD4345
 RD4345'DESCRIBED BY OREGON HIGHWAY DEPARTMENT 1983 (JDU)
 RD4345'THE STATION IS LOCATED ABOUT 6 MILES WEST OF OREGON CITY ALONG
 RD4345'INTERSTATE 205.
 RD4345'
 RD4345'TO REACH FROM THE WEST END OF THE TUALATIN RIVER BRIDGE FOR
 RD4345'INTERSTATE 205, GO WEST FOR 1.35 MILES TO THE MARK ON THE RIGHT.
 RD4345'
 RD4345'THE STATION MARK IS A STANDARD OREGON STATE HIGHWAYS DIVISION SURVEY
 RD4345'DISK STAMPED---EPF 3 1983---SET INTO A CONCRETE MONUMENT FLUSH WITH
 RD4345'THE GROUND.  IT IS 23.70 METERS SOUTH OF THE NORTH RIGHT-OF-WAY
 RD4345'FENCE, 7.46 METERS NORTH OF THE EDGE OF THE PAVEMENT FOR THE SOUTH
 RD4345'BOUND LANE AND 0.78 METER WEST OF A METAL WITNESS POST.
 RD4345'
 RD4345'THE UNDERGROUND MARK IS A STANDARD OREGON HIGHWAY DEPARTMENT DISK
 RD4345'STAMPED---EPF 3 1983---SET INTO THE TOP OF AN IRREGULAR MASS OF
 RD4345'CONCRETE 3 FEET BELOW THE SURFACE OF THE GROUND.
 RD4345
 RD4345                          STATION RECOVERY (2004)
 RD4345
 RD4345'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 RD4345'RECOVERED IN GOOD CONDITION.
 RD4345
 RD4345                          STATION RECOVERY (2006)
 RD4345
 RD4345'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 RD4345'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1620 ***********************************************************************
 RD1620  DESIGNATION -  EPF 4
 RD1620  PID         -  RD1620
 RD1620  STATE/COUNTY-  OR/CLACKAMAS
 RD1620  USGS QUAD   -  CANBY (1985)
 RD1620
 RD1620                         *CURRENT SURVEY CONTROL
 RD1620  ___________________________________________________________________
 RD1620* NAD 83(2007)-  45 22 09.98863(N)    122 42 24.04954(W)     ADJUSTED  
 RD1620* NAVD 88     -        82.5    (meters)     271.     (feet)  VERTCON   
 RD1620  ___________________________________________________________________
 RD1620  EPOCH DATE  -        2007.00
 RD1620  X           -  -2,425,312.818 (meters)                     COMP
 RD1620  Y           -  -3,776,844.247 (meters)                     COMP
 RD1620  Z           -   4,516,329.412 (meters)                     COMP
 RD1620  LAPLACE CORR-           2.16  (seconds)                    DEFLEC99
 RD1620  ELLIP HEIGHT-          59.600 (meters)          (02/10/07) ADJUSTED
 RD1620  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 RD1620
 RD1620  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 RD1620  Type    PID    Designation                      North   East  Ellip
 RD1620  -------------------------------------------------------------------
 RD1620  NETWORK RD1620 EPF 4                            10.43  16.54  52.35
 RD1620  -------------------------------------------------------------------
 RD1620
 RD1620.The horizontal coordinates were established by GPS observations
 RD1620.and adjusted by the National Geodetic Survey in February 2007.
 RD1620
 RD1620.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 RD1620.See www.ngs.noaa.gov/NationalReadjustment for more information.
 RD1620.The horizontal coordinates are valid at the epoch date displayed above.
 RD1620.The epoch date for horizontal control is a decimal equivalence
 RD1620.of Year/Month/Day.
 RD1620
 RD1620.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD1620.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD1620
 RD1620.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RD1620
 RD1620.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1620
 RD1620.The ellipsoidal height was determined by GPS observations
 RD1620.and is referenced to NAD 83.
 RD1620
 RD1620.The geoid height was determined by GEOID03.
 RD1620
 RD1620;                    North         East     Units Scale Factor Converg.
 RD1620;SPC OR N     -   191,575.799 2,327,170.634   MT  0.99990070   -1 33 53.8
 RD1620;SPC OR N     -   628,529.52  7,635,074.26   iFT  0.99990070   -1 33 53.8
 RD1620;UTM  10      - 5,024,033.818   522,969.021   MT  0.99960649   +0 12 31.5
 RD1620
 RD1620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1620!SPC OR N     -   0.99999066  x   0.99990070  =   0.99989136
 RD1620!UTM  10      -   0.99999066  x   0.99960649  =   0.99959715
 RD1620
 RD1620                          SUPERSEDED SURVEY CONTROL
 RD1620
 RD1620  NAD 83(1998)-  45 22 09.98689(N)    122 42 24.04962(W) AD(       ) 2
 RD1620  ELLIP H (07/18/02)   59.700  (m)                       GP(       ) 4 1
 RD1620  NAD 83(1991)-  45 22 09.98587(N)    122 42 24.04949(W) AD(       ) 2
 RD1620  ELLIP H (10/15/91)   59.835  (m)                       GP(       ) 4 1
 RD1620  NAD 83(1986)-  45 22 10.00302(N)    122 42 24.05667(W) AD(       ) 2
 RD1620  NGVD 29 (09/20/88)   81.4    (m)          267.     (f) GPS OBS     3  
 RD1620
 RD1620.Superseded values are not recommended for survey control.
 RD1620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1620.See file dsdata.txt to determine how the superseded data were derived.
 RD1620
 RD1620_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER2296924034(NAD 83)
 RD1620_MARKER: DH = HORIZONTAL CONTROL DISK
 RD1620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD1620_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD1620_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD1620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD1620+STABILITY: SURFACE MOTION
 RD1620_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD1620+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2006
 RD1620
 RD1620  HISTORY     - Date     Condition        Report By
 RD1620  HISTORY     - 1983     MONUMENTED       ORHD
 RD1620  HISTORY     - 19880107 GOOD
 RD1620  HISTORY     - 19991005 GOOD             USPSQD
 RD1620  HISTORY     - 20040607 GOOD             USPSQD
 RD1620  HISTORY     - 20060923 GOOD             USPSQD
 RD1620
 RD1620                          STATION DESCRIPTION
 RD1620
 RD1620'DESCRIBED BY OREGON HIGHWAY DEPARTMENT 1983 (LLR)
 RD1620'THE STATION IS LOCATED ABOUT 5.5 MILES WEST OF OREGON CITY AT THE
 RD1620'STAFFORD ROAD INTERCHANGE ON INTERSTATE 205.
 RD1620'
 RD1620'TO REACH THE STATION FROM THE WEST END OF THE TUALATIN RIVER BRIDGE
 RD1620'FOR INTERSTATE 205 GO WEST FOR 1.3 KM (0.8 MILE) TO THE STAFFORD
 RD1620'ROAD INTERCHANGE.  THE MARK IS AT THE SOUTHWEST QUADRANT.
 RD1620'
 RD1620'THE STATION IS A STANDARD ORHD DISK
 RD1620'STAMPED---EPF 4 1983---,
 RD1620'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 RD1620'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 RD1620'28.78 METERS (94.42 FT) SOUTH FROM THE SOUTHWEST CORNER OF AN
 RD1620'OVERCROSSING,
 RD1620'3.73 METERS (12.24 FT) NORTH FROM A METAL HIGHWAY SIGN,
 RD1620'0.5 METERS (1.6 FT) EAST FROM A METAL WITNESS POST.
 RD1620'THE UNDERGROUND MARK IS A STANDARD ORHD DISK
 RD1620'STAMPED---EPF 4 1983---,
 RD1620'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 RD1620
 RD1620                          STATION RECOVERY (1988)
 RD1620
 RD1620'RECOVERED 1988
 RD1620'RECOVERED IN GOOD CONDITION.
 RD1620
 RD1620                          STATION RECOVERY (1999)
 RD1620
 RD1620'RECOVERY NOTE BY US POWER SQUADRON 1999
 RD1620'RECOVERED IN GOOD CONDITION.
 RD1620
 RD1620                          STATION RECOVERY (2004)
 RD1620
 RD1620'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 RD1620'RECOVERED IN GOOD CONDITION.
 RD1620
 RD1620                          STATION RECOVERY (2006)
 RD1620
 RD1620'RECOVERY NOTE BY US POWER SQUADRON 2006 (REC)
 RD1620'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD4346 ***********************************************************************
 RD4346  DESIGNATION -  EPF 5
 RD4346  PID         -  RD4346
 RD4346  STATE/COUNTY-  OR/CLACKAMAS
 RD4346  USGS QUAD   -  CANBY (1985)
 RD4346
 RD4346                         *CURRENT SURVEY CONTROL
 RD4346  ___________________________________________________________________
 RD4346* NAD 83(1991)-  45 21 55.05378(N)    122 40 40.81104(W)     ADJUSTED  
 RD4346* NAVD 88     -        53.1    (meters)     174.     (feet)  VERTCON   
 RD4346  ___________________________________________________________________
 RD4346  LAPLACE CORR-           2.66  (seconds)                    DEFLEC99
 RD4346  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 RD4346  HORZ ORDER  -  SECOND
 RD4346
 RD4346.The horizontal coordinates were established by classical geodetic methods
 RD4346.and adjusted by the National Geodetic Survey in October 1991.
 RD4346
 RD4346.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD4346.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD4346
 RD4346.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD4346
 RD4346.The geoid height was determined by GEOID03.
 RD4346
 RD4346;                    North         East     Units Scale Factor Converg.
 RD4346;SPC OR N     -   191,053.996 2,329,403.698   MT  0.99990045   -1 32 40.6
 RD4346;SPC OR N     -   626,817.57  7,642,400.58   iFT  0.99990045   -1 32 40.6
 RD4346;UTM  10      - 5,023,581.516   525,216.507   MT  0.99960782   +0 13 44.9
 RD4346
 RD4346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD4346!SPC OR N     -   0.99999525  x   0.99990045  =   0.99989570
 RD4346!UTM  10      -   0.99999525  x   0.99960782  =   0.99960307
 RD4346
 RD4346                          SUPERSEDED SURVEY CONTROL
 RD4346
 RD4346  NAD 83(1986)-  45 21 55.07100(N)    122 40 40.81797(W) AD(       ) 2
 RD4346  NGVD 29 (05/15/91)   52.0    (m)          171.     (f) VERT ANG    3  
 RD4346
 RD4346.Superseded values are not recommended for survey control.
 RD4346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4346.See file dsdata.txt to determine how the superseded data were derived.
 RD4346
 RD4346_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER2521723582(NAD 83)
 RD4346_MARKER: DH = HORIZONTAL CONTROL DISK
 RD4346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD4346_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RD4346_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD4346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD4346+STABILITY: SURFACE MOTION
 RD4346_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD4346+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2006
 RD4346
 RD4346  HISTORY     - Date     Condition        Report By
 RD4346  HISTORY     - 1983     MONUMENTED       ORHD
 RD4346  HISTORY     - 20040607 GOOD             USPSQD
 RD4346  HISTORY     - 20060601 GOOD             USPSQD
 RD4346
 RD4346                          STATION DESCRIPTION
 RD4346
 RD4346'DESCRIBED BY OREGON HIGHWAY DEPARTMENT 1983 (JDU)
 RD4346'THE STATION IS LOCATED IN OREGON CITY ABOUT 0.4 MILE EAST OF THE
 RD4346'TUALATIN RIVER BRIDGE FOR INTERSTATE 205.
 RD4346'
 RD4346'TO REACH FROM THE EAST END OF THE TUALATION RIVER BRIDGE GO EAST ON
 RD4346'INTERSTATE 205 FOR 0.38 MILE TO THE MARK ON THE NORTH SIDE OF THE
 RD4346'NORTH BOUND LANES IN THE DITCH JUST SOUTH OF THE EDGE OF A LARGE
 RD4346'GROVE OF TREES.
 RD4346'
 RD4346'THE STATION IS AN OREGON HIGHWAY DEPARTMENT SURVEY DISK
 RD4346'STAMPED---EPF 5 1983---SET INTO A SQUARE CONCRETE MONUMENT FLUSH
 RD4346'WITH THE GROUND.  IT IS 27.6 FEET SOUTH OF THE EDGE OF THE PAVEMENT
 RD4346'AND 2.4 FEET WEST OF A WITNESS POST.
 RD4346'
 RD4346'THE UNDERGROUND MARK IS A STANDARD OREGON DEPARTMENT OF HIGHWAYS
 RD4346'DISK STAMPED---EPF 5 1987---, SET INTO AN IRREGULAR MASS OF CONCRETE
 RD4346'3 FEET BELOW THE SURFACE OF THE GROUND.
 RD4346
 RD4346                          STATION RECOVERY (2004)
 RD4346
 RD4346'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 RD4346'RECOVERED IN GOOD CONDITION.
 RD4346
 RD4346                          STATION RECOVERY (2006)
 RD4346
 RD4346'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 RD4346'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD4347 ***********************************************************************
 RD4347  DESIGNATION -  EPF 6
 RD4347  PID         -  RD4347
 RD4347  STATE/COUNTY-  OR/CLACKAMAS
 RD4347  USGS QUAD   -  CANBY (1985)
 RD4347
 RD4347                         *CURRENT SURVEY CONTROL
 RD4347  ___________________________________________________________________
 RD4347* NAD 83(1991)-  45 21 41.74718(N)    122 40 09.70737(W)     ADJUSTED  
 RD4347* NAVD 88     -        53.1    (meters)     174.     (feet)  VERTCON   
 RD4347  ___________________________________________________________________
 RD4347  LAPLACE CORR-           2.66  (seconds)                    DEFLEC99
 RD4347  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 RD4347  HORZ ORDER  -  SECOND
 RD4347
 RD4347.The horizontal coordinates were established by classical geodetic methods
 RD4347.and adjusted by the National Geodetic Survey in October 1991.
 RD4347
 RD4347.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD4347.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD4347
 RD4347.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD4347
 RD4347.The geoid height was determined by GEOID03.
 RD4347
 RD4347;                    North         East     Units Scale Factor Converg.
 RD4347;SPC OR N     -   190,625.177 2,330,069.245   MT  0.99990024   -1 32 18.5
 RD4347;SPC OR N     -   625,410.69  7,644,584.14   iFT  0.99990024   -1 32 18.5
 RD4347;UTM  10      - 5,023,173.623   525,894.809   MT  0.99960824   +0 14 07.0
 RD4347
 RD4347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD4347!SPC OR N     -   0.99999524  x   0.99990024  =   0.99989548
 RD4347!UTM  10      -   0.99999524  x   0.99960824  =   0.99960349
 RD4347
 RD4347                          SUPERSEDED SURVEY CONTROL
 RD4347
 RD4347  NAD 83(1986)-  45 21 41.76434(N)    122 40 09.71425(W) AD(       ) 2
 RD4347  NGVD 29 (05/15/91)   52.1    (m)          171.     (f) VERT ANG    3  
 RD4347
 RD4347.Superseded values are not recommended for survey control.
 RD4347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4347.See file dsdata.txt to determine how the superseded data were derived.
 RD4347
 RD4347_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER2589523174(NAD 83)
 RD4347_MARKER: DH = HORIZONTAL CONTROL DISK
 RD4347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD4347_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RD4347_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD4347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD4347+STABILITY: SURFACE MOTION
 RD4347_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD4347+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2006
 RD4347
 RD4347  HISTORY     - Date     Condition        Report By
 RD4347  HISTORY     - 1983     MONUMENTED       ORHD
 RD4347  HISTORY     - 20040607 GOOD             USPSQD
 RD4347  HISTORY     - 20060601 GOOD             USPSQD
 RD4347
 RD4347                          STATION DESCRIPTION
 RD4347
 RD4347'DESCRIBED BY OREGON HIGHWAY DEPARTMENT 1983 (JDU)
 RD4347'THE STATION IS LOCATED ABOUT 3 MILES WEST OF OREGON CITY AND IS
 RD4347'WITHIN THE CITY LIMITS OF WEST LINN AND IS ALONG INTERSTATE 205.
 RD4347'
 RD4347'TO REACH THE STATION FROM THE WEST END OF THE WILLAMETTE RIVER
 RD4347'BRIDGE FOR INTERSTATE 205, GO WEST FOR 5.8 KM (3.65 MILES) TO THE
 RD4347'STATION ON THE RIGHT IN DITCH.
 RD4347'
 RD4347'THE STATION MARK IS A STANDARD OREGON STATE HIGHWAY DIVISION SURVEY
 RD4347'DISK STAMPED---EPF 6 1983---SET INTO A CONCRETE MONUMENT THAT IS
 RD4347'FLUSH WITH THE GROUND.  IT IS 9.68 METERS SOUTH OF THE NORTH RIGHT
 RD4347'OF WAY FENCE, 6.1 METERS WEST OF THE EAST END OF A GUARDRAIL, 2.93
 RD4347'METERS NORTH OF THE GUARDRAIL AND 0.82 METERS WEST OF A METAL
 RD4347'WITNESS POST.
 RD4347'
 RD4347'THE UNDERGROUND MARK IS A STANDARD OREGON STATE HIGHWAY DIVISION
 RD4347'DISK STAMPED---EPF 6 1987---, SET INTO AN IRREGULAR MASS OF
 RD4347'CONCRETE 3 FEET BELOW THE SURFACE OF THE GROUND.
 RD4347
 RD4347                          STATION RECOVERY (2004)
 RD4347
 RD4347'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 RD4347'RECOVERED IN GOOD CONDITION.
 RD4347
 RD4347                          STATION RECOVERY (2006)
 RD4347
 RD4347'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 RD4347'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD4348 ***********************************************************************
 RD4348  DESIGNATION -  EPF 6A
 RD4348  PID         -  RD4348
 RD4348  STATE/COUNTY-  OR/CLACKAMAS
 RD4348  USGS QUAD   -  CANBY (1985)
 RD4348
 RD4348                         *CURRENT SURVEY CONTROL
 RD4348  ___________________________________________________________________
 RD4348* NAD 83(1991)-  45 21 21.83172(N)    122 39 49.70114(W)     ADJUSTED  
 RD4348* NAVD 88     -        52.1    (meters)     171.     (feet)  VERTCON   
 RD4348  ___________________________________________________________________
 RD4348  LAPLACE CORR-           1.98  (seconds)                    DEFLEC99
 RD4348  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 RD4348  HORZ ORDER  -  SECOND
 RD4348
 RD4348.The horizontal coordinates were established by classical geodetic methods
 RD4348.and adjusted by the National Geodetic Survey in October 1991.
 RD4348
 RD4348.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD4348.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD4348
 RD4348.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD4348
 RD4348.The geoid height was determined by GEOID03.
 RD4348
 RD4348;                    North         East     Units Scale Factor Converg.
 RD4348;SPC OR N     -   189,998.957 2,330,487.991   MT  0.99989992   -1 32 04.3
 RD4348;SPC OR N     -   623,356.16  7,645,957.98   iFT  0.99989992   -1 32 04.3
 RD4348;UTM  10      - 5,022,560.843   526,332.610   MT  0.99960853   +0 14 21.1
 RD4348
 RD4348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD4348!SPC OR N     -   0.99999541  x   0.99989992  =   0.99989533
 RD4348!UTM  10      -   0.99999541  x   0.99960853  =   0.99960395
 RD4348
 RD4348                          SUPERSEDED SURVEY CONTROL
 RD4348
 RD4348  NAD 83(1986)-  45 21 21.84878(N)    122 39 49.70809(W) AD(       ) 2
 RD4348  NGVD 29 (05/15/91)   51.0    (m)          167.     (f) VERT ANG    3  
 RD4348
 RD4348.Superseded values are not recommended for survey control.
 RD4348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4348.See file dsdata.txt to determine how the superseded data were derived.
 RD4348
 RD4348_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER2633322561(NAD 83)
 RD4348_MARKER: DD = SURVEY DISK
 RD4348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD4348_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RD4348_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD4348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD4348+STABILITY: SURFACE MOTION
 RD4348_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD4348+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2006
 RD4348
 RD4348  HISTORY     - Date     Condition        Report By
 RD4348  HISTORY     - 1983     MONUMENTED       ORHD
 RD4348  HISTORY     - 20040607 GOOD             USPSQD
 RD4348  HISTORY     - 20060601 GOOD             USPSQD
 RD4348
 RD4348                          STATION DESCRIPTION
 RD4348
 RD4348'DESCRIBED BY OREGON HIGHWAY DEPARTMENT 1983 (JDU)
 RD4348'THE STATION IS LOCATED ABOUT 4.8 KM (3 MI) WEST OF OREGON CITY AND
 RD4348'WITHIN THE CITY LIMITS OF WEST LINN AND ALONG INTERSTATE 205.
 RD4348'OWNERSHIP--OREGON STATE TRANSPORTATION DEPARTMENT
 RD4348'
 RD4348'TO REACH THE STATION FROM THE WEST END OF THE WILLAMETTE RIVER
 RD4348'BRIDGE FOR INTERSTATE 205, GO SOUTHWESTERLY FOR 3.2 MILES TO THE
 RD4348'STATION ON THE RIGHT IN THE DITCH AND JUST BEFORE A SLIGHT CURVE TO
 RD4348'THE LEFT.
 RD4348'
 RD4348'THE STATION MARK IS A STANDARD OREGON STATE HIGHWAY DIVISION SURVEY
 RD4348'DISK STAMPED---EPF 6A 1983---SET INTO A CONCRETE MONUMENT, FLUSH
 RD4348'WITH THE GROUND.  IT IS 13.62 METERS NORTH OF THE NORTH EDGE OF THE
 RD4348'ASPHALT, 5.15 METERS SOUTH OF THE NORTH RIGHT OF WAY FENCE AND 0.89
 RD4348'METERS EAST OF A METAL WITNESS POST.
 RD4348'
 RD4348'THE UNDERGROUND MARK IS A STANDARD ORHD DISK, STAMPED---EPF 6A
 RD4348'1987---, SET INTO AN IRREGULAR MASS OF CONCRETE 3 FEET BELOW THE
 RD4348'SURFACE OF THE GROUND.
 RD4348
 RD4348                          STATION RECOVERY (2004)
 RD4348
 RD4348'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 RD4348'RECOVERED IN GOOD CONDITION.
 RD4348
 RD4348                          STATION RECOVERY (2006)
 RD4348
 RD4348'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 RD4348'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD4349 ***********************************************************************
 RD4349  DESIGNATION -  EPF 7
 RD4349  PID         -  RD4349
 RD4349  STATE/COUNTY-  OR/CLACKAMAS
 RD4349  USGS QUAD   -  CANBY (1985)
 RD4349
 RD4349                         *CURRENT SURVEY CONTROL
 RD4349  ___________________________________________________________________
 RD4349* NAD 83(1991)-  45 20 48.37507(N)    122 39 37.79758(W)     ADJUSTED  
 RD4349* NAVD 88     -        78.9    (meters)     259.     (feet)  VERTCON   
 RD4349  ___________________________________________________________________
 RD4349  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 RD4349  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 RD4349  HORZ ORDER  -  SECOND
 RD4349
 RD4349.The horizontal coordinates were established by classical geodetic methods
 RD4349.and adjusted by the National Geodetic Survey in October 1991.
 RD4349
 RD4349.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD4349.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD4349
 RD4349.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD4349
 RD4349.The geoid height was determined by GEOID03.
 RD4349
 RD4349;                    North         East     Units Scale Factor Converg.
 RD4349;SPC OR N     -   188,959.629 2,330,719.349   MT  0.99989940   -1 31 55.9
 RD4349;SPC OR N     -   619,946.29  7,646,717.02   iFT  0.99989940   -1 31 55.9
 RD4349;UTM  10      - 5,021,529.475   526,595.950   MT  0.99960870   +0 14 29.4
 RD4349
 RD4349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD4349!SPC OR N     -   0.99999120  x   0.99989940  =   0.99989060
 RD4349!UTM  10      -   0.99999120  x   0.99960870  =   0.99959990
 RD4349
 RD4349                          SUPERSEDED SURVEY CONTROL
 RD4349
 RD4349  NAD 83(1986)-  45 20 48.39200(N)    122 39 37.80472(W) AD(       ) 2
 RD4349  NGVD 29 (05/15/91)   77.9    (m)          256.     (f) VERT ANG    3  
 RD4349
 RD4349.Superseded values are not recommended for survey control.
 RD4349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4349.See file dsdata.txt to determine how the superseded data were derived.
 RD4349
 RD4349_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER2659621529(NAD 83)
 RD4349_MARKER: DH = HORIZONTAL CONTROL DISK
 RD4349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD4349_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RD4349_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD4349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD4349+STABILITY: SURFACE MOTION
 RD4349_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD4349+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2006
 RD4349
 RD4349  HISTORY     - Date     Condition        Report By
 RD4349  HISTORY     - 1983     MONUMENTED       ORHD
 RD4349  HISTORY     - 20041029 GOOD             USPSQD
 RD4349  HISTORY     - 20060923 GOOD             USPSQD
 RD4349
 RD4349                          STATION DESCRIPTION
 RD4349
 RD4349'DESCRIBED BY OREGON HIGHWAY DEPARTMENT 1983 (JDU)
 RD4349'THE STATION IS LOCATED ABOUT 2 MILES WEST OF OREGON CITY AND IS IN
 RD4349'THE CITY LIMITS OF WEST LINN.
 RD4349'
 RD4349'TO REACH THE STATION FROM THE INTERECTION OF 7TH AVENUE AND 10TH
 RD4349'STREET IN WEST LINN, GO SOUTH ON 7TH AVENUE FOR 0.3 MILE TO DOLLAR
 RD4349'STREET, TURN RIGHT AND GO 0.1 MILE TO 16TH STREET, TURN RIGHT AND
 RD4349'GO 0.1 MILE TO HILL HOUSE DRIVE, TURN LEFT AND GO 0.1 MILE TO THE
 RD4349'STATION ON THE RIGHT.
 RD4349'
 RD4349'THE STATION MARK IS A STANDARD OREGON STATE HIGHWAY DIVISION SURVEY
 RD4349'DISK STAMPED---EPF 7 1983---SET INTO A CONCRETE MONUMENT FLUSH WITH
 RD4349'THE GROUND.  IT IS BETWEEN THE SIDEWALK AND THE CURB AND IS 4.85
 RD4349'METERS SOUTH OF DRIVEWAY FOR HOUSE NUMBER 1935.
 RD4349'
 RD4349'THE UNDERGROUND MARK IS A STANDARD ORHD DISK STAMPED---EPF 7
 RD4349'1987---, SET INTO AN IRREGULAR MASS OF CONCRETE 3 FEET BELOW THE
 RD4349'SURFACE OF THE GROUND.
 RD4349
 RD4349                          STATION RECOVERY (2004)
 RD4349
 RD4349'RECOVERY NOTE BY US POWER SQUADRON 2004 (SO)
 RD4349'RECOVERED IN GOOD CONDITION.
 RD4349
 RD4349                          STATION RECOVERY (2006)
 RD4349
 RD4349'RECOVERY NOTE BY US POWER SQUADRON 2006 (REC)
 RD4349'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD4350 ***********************************************************************
 RD4350  DESIGNATION -  EPF 8
 RD4350  PID         -  RD4350
 RD4350  STATE/COUNTY-  OR/CLACKAMAS
 RD4350  USGS QUAD   -  CANBY (1985)
 RD4350
 RD4350                         *CURRENT SURVEY CONTROL
 RD4350  ___________________________________________________________________
 RD4350* NAD 83(1991)-  45 20 59.25068(N)    122 37 57.31272(W)     ADJUSTED  
 RD4350* NAVD 88     -        82.5    (meters)     271.     (feet)  VERTCON   
 RD4350  ___________________________________________________________________
 RD4350  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 RD4350  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 RD4350  HORZ ORDER  -  SECOND
 RD4350
 RD4350.The horizontal coordinates were established by classical geodetic methods
 RD4350.and adjusted by the National Geodetic Survey in October 1991.
 RD4350
 RD4350.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD4350.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD4350
 RD4350.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD4350
 RD4350.The geoid height was determined by GEOID03.
 RD4350
 RD4350;                    North         East     Units Scale Factor Converg.
 RD4350;SPC OR N     -   189,237.121 2,332,914.711   MT  0.99989956   -1 30 44.6
 RD4350;SPC OR N     -   620,856.70  7,653,919.66   iFT  0.99989956   -1 30 44.6
 RD4350;UTM  10      - 5,021,874.686   528,781.037   MT  0.99961018   +0 15 41.0
 RD4350
 RD4350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD4350!SPC OR N     -   0.99999064  x   0.99989956  =   0.99989020
 RD4350!UTM  10      -   0.99999064  x   0.99961018  =   0.99960082
 RD4350
 RD4350                          SUPERSEDED SURVEY CONTROL
 RD4350
 RD4350  NAD 83(1986)-  45 20 59.26722(N)    122 37 57.31972(W) AD(       ) 2
 RD4350  NGVD 29 (05/15/91)   81.4    (m)          267.     (f) VERT ANG    3  
 RD4350
 RD4350.Superseded values are not recommended for survey control.
 RD4350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4350.See file dsdata.txt to determine how the superseded data were derived.
 RD4350
 RD4350_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER2878121875(NAD 83)
 RD4350_MARKER: DH = HORIZONTAL CONTROL DISK
 RD4350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD4350_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RD4350_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD4350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD4350+STABILITY: SURFACE MOTION
 RD4350_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD4350+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2006
 RD4350
 RD4350  HISTORY     - Date     Condition        Report By
 RD4350  HISTORY     - 1983     MONUMENTED       ORHD
 RD4350  HISTORY     - 20040607 GOOD             USPSQD
 RD4350  HISTORY     - 20060601 GOOD             USPSQD
 RD4350
 RD4350                          STATION DESCRIPTION
 RD4350
 RD4350'DESCRIBED BY OREGON HIGHWAY DEPARTMENT 1983 (JDU)
 RD4350'THE STATION IS LOCATED ABOUT 1.6 KM (1 MI) WEST OF OREGON CITY,
 RD4350'WITHIN THE CITY LIMITS OF WEST LINN AND ALONG INTERSTATE 205.
 RD4350'OWNERSHIP--OREGON TRANSPORTATION DEPARTMENT.
 RD4350'
 RD4350'TO REACH THE STATION FROM THE WEST END OF THE WILLAMETTE RIVER
 RD4350'BRIDGE FOR INTERSTZTE 205, GO SOUTHWEST FOR 1.4 MILES TO THE
 RD4350'STATION ON THE LEFT.
 RD4350'
 RD4350'THE STATION IS MARKED BY AN OREGON STATE HIGHWAY DIVISION SURVEY
 RD4350'DISK STAMPED---EPF 8 1983---SET INTO A SQUARE CONCRETE MONUMENT 30
 RD4350'CENTIMETERS ON A SIDE AND IS FLUSH WITH THE GROUND.  IT IS THE
 RD4350'MEDIAN AREA BETWEEN TWO LIGHT POLES, 1.24 METERS SOUTH OF A GUARD
 RD4350'RAIL AND 0.94 METER NORTH OF A METAL WITNESS POST.
 RD4350'
 RD4350'THE UNDERGROUND MARK IS AN OREGON STATE HIGHWAY DIVISION SURVEY DISK
 RD4350'STAMPED---EPF 8 1987---, SET INTO AN IRREGULAR MASS OF CONCRETE 1
 RD4350'METER BELOW THE SURFACE OF THE GROUND.
 RD4350
 RD4350                          STATION RECOVERY (2004)
 RD4350
 RD4350'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 RD4350'RECOVERED IN GOOD CONDITION.
 RD4350
 RD4350                          STATION RECOVERY (2006)
 RD4350
 RD4350'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 RD4350'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD4351 ***********************************************************************
 RD4351  DESIGNATION -  EPF 9
 RD4351  PID         -  RD4351
 RD4351  STATE/COUNTY-  OR/CLACKAMAS
 RD4351  USGS QUAD   -  CANBY (1985)
 RD4351
 RD4351                         *CURRENT SURVEY CONTROL
 RD4351  ___________________________________________________________________
 RD4351* NAD 83(1991)-  45 21 06.55722(N)    122 37 38.59932(W)     ADJUSTED  
 RD4351* NAVD 88     -        87.1    (meters)     286.     (feet)  VERTCON   
 RD4351  ___________________________________________________________________
 RD4351  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 RD4351  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 RD4351  HORZ ORDER  -  SECOND
 RD4351
 RD4351.The horizontal coordinates were established by classical geodetic methods
 RD4351.and adjusted by the National Geodetic Survey in October 1991.
 RD4351
 RD4351.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD4351.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD4351
 RD4351.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD4351
 RD4351.The geoid height was determined by GEOID03.
 RD4351
 RD4351;                    North         East     Units Scale Factor Converg.
 RD4351;SPC OR N     -   189,451.849 2,333,327.824   MT  0.99989968   -1 30 31.4
 RD4351;SPC OR N     -   621,561.18  7,655,275.01   iFT  0.99989968   -1 30 31.4
 RD4351;UTM  10      - 5,022,102.033   529,187.188   MT  0.99961047   +0 15 54.3
 RD4351
 RD4351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD4351!SPC OR N     -   0.99998991  x   0.99989968  =   0.99988960
 RD4351!UTM  10      -   0.99998991  x   0.99961047  =   0.99960039
 RD4351
 RD4351                          SUPERSEDED SURVEY CONTROL
 RD4351
 RD4351  NAD 83(1986)-  45 21 06.57373(N)    122 37 38.60633(W) AD(       ) 2
 RD4351  NGVD 29 (05/15/91)   86.0    (m)          282.     (f) VERT ANG    3  
 RD4351
 RD4351.Superseded values are not recommended for survey control.
 RD4351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4351.See file dsdata.txt to determine how the superseded data were derived.
 RD4351
 RD4351_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER2918722102(NAD 83)
 RD4351_MARKER: DH = HORIZONTAL CONTROL DISK
 RD4351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD4351_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RD4351_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD4351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD4351+STABILITY: SURFACE MOTION
 RD4351_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD4351+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2006
 RD4351
 RD4351  HISTORY     - Date     Condition        Report By
 RD4351  HISTORY     - 1983     MONUMENTED       ORHD
 RD4351  HISTORY     - 20040607 GOOD             USPSQD
 RD4351  HISTORY     - 20060601 GOOD             USPSQD
 RD4351
 RD4351                          STATION DESCRIPTION
 RD4351
 RD4351'DESCRIBED BY OREGON HIGHWAY DEPARTMENT 1983 (JDU)
 RD4351'THE STATION IS LOCATED ABOUT 0.5 MILE WEST OF OREGON CITY, WITHIN
 RD4351'THE CITY LIMITS OF WEST LINN AND ALONG INTERSTATE 205.
 RD4351'
 RD4351'TO REACH FROM THE WEST END OF THE WILLAMETTE RIVER BRIDGE FOR
 RD4351'INTERSTATE 205 GO WEST FOR 1.1 MILES TO THE STATION ON THE LEFT IN
 RD4351'THE HIGHWAY MEDIAN.
 RD4351'
 RD4351'THE STATION IS A STANDARD ORHD DISK
 RD4351'STAMPED---EPF 9 1983---,
 RD4351'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 RD4351'30 CM ON SIDE FLUSH WITH GROUND.  LOCATED
 RD4351'1.72 METERS (5.64 FT) SOUTH FROM A GUARDRAIL.
 RD4351'0.90 METERS (2.95 FT) EAST FROM A METAL WITNESS POST.
 RD4351'THE UNDERGROUND MARK IS A STANDARD ORHD DISK
 RD4351'STAMPED---EPF 9 1987---,
 RD4351'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METERS BELOW THE SURFACE.
 RD4351
 RD4351                          STATION RECOVERY (2004)
 RD4351
 RD4351'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 RD4351'RECOVERED IN GOOD CONDITION.
 RD4351
 RD4351                          STATION RECOVERY (2006)
 RD4351
 RD4351'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 RD4351'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1907 ***********************************************************************
 QE1907  DESIGNATION -  EPPING
 QE1907  PID         -  QE1907
 QE1907  STATE/COUNTY-  OR/POLK
 QE1907  USGS QUAD   -  SALEM WEST (1986)
 QE1907
 QE1907                         *CURRENT SURVEY CONTROL
 QE1907  ___________________________________________________________________
 QE1907* NAD 83(1991)-  44 56 27.91921(N)    123 06 27.66575(W)     ADJUSTED  
 QE1907* NAVD 88     -       224.8    (meters)     738.     (feet)  VERTCON   
 QE1907  ___________________________________________________________________
 QE1907  LAPLACE CORR-          -6.96  (seconds)                    DEFLEC99
 QE1907  GEOID HEIGHT-         -22.67  (meters)                     GEOID03
 QE1907  HORZ ORDER  -  SECOND
 QE1907
 QE1907.The horizontal coordinates were established by classical geodetic methods
 QE1907.and adjusted by the National Geodetic Survey in October 1991.
 QE1907
 QE1907.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE1907.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE1907
 QE1907.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE1907
 QE1907.The geoid height was determined by GEOID03.
 QE1907
 QE1907;                    North         East     Units Scale Factor Converg.
 QE1907;SPC OR N     -   144,936.368 2,294,237.522   MT  0.99990244   -1 50 57.6
 QE1907;SPC OR N     -   475,513.02  7,527,025.99   iFT  0.99990244   -1 50 57.6
 QE1907;UTM  10      - 4,976,411.772   491,504.088   MT  0.99960089   -0 04 33.8
 QE1907
 QE1907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE1907!SPC OR N     -   0.99996830  x   0.99990244  =   0.99987075
 QE1907!UTM  10      -   0.99996830  x   0.99960089  =   0.99956921
 QE1907
 QE1907:                Primary Azimuth Mark                     Grid Az
 QE1907:SPC OR N     -  HOGG                                     111 16 28.5
 QE1907:UTM  10      -  HOGG                                     109 30 04.7
 QE1907
 QE1907|---------------------------------------------------------------------|
 QE1907| PID    Reference Object                     Distance      Geod. Az  |
 QE1907|                                                           dddmmss.s |
 QE1907| QE1900 HOGG                                APPROX. 1.5 KM 1092530.9 |
 QE1907|---------------------------------------------------------------------|
 QE1907
 QE1907                          SUPERSEDED SURVEY CONTROL
 QE1907
 QE1907  NAD 83(1986)-  44 56 27.94371(N)    123 06 27.68113(W) AD(       ) 2
 QE1907  NAD 27      -  44 56 28.51432(N)    123 06 23.32845(W) AD(       ) 2
 QE1907  NGVD 29 (07/19/86)  223.8    (m)          734.     (f) VERT ANG    3  
 QE1907
 QE1907.Superseded values are not recommended for survey control.
 QE1907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1907.See file dsdata.txt to determine how the superseded data were derived.
 QE1907
 QE1907_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ9150476412(NAD 83)
 QE1907_MARKER: Z = SEE DESCRIPTION
 QE1907_SETTING: 0 = UNSPECIFIED SETTING
 QE1907_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE1907
 QE1907  HISTORY     - Date     Condition        Report By
 QE1907  HISTORY     - 1972     MONUMENTED       OR1810
 QE1907  HISTORY     - 19961005 MARK NOT FOUND   USPSQD
 QE1907
 QE1907                          STATION DESCRIPTION
 QE1907
 QE1907'DESCRIBED BY CITY OF SALEM OREGON 1972 (LGH)
 QE1907'THE STATION IS ABOUT 3.75 MILES NORTHWEST OF SALEM IN THE NW 1/4
 QE1907'OF SEC. 30, T7S R3W.
 QE1907'
 QE1907'TO REACH THE STATION FROM THE INTERSECTION OF EDGEWATER STREET
 QE1907'AND WALLACE ROAD, GO SOUTHWESTERLY ON EDGEWATER STREET 1.0 MILES
 QE1907'TO THE INTERSECTION OF EDGEWATER STREET AND EOLA DRIVE, TURN
 QE1907'RIGHT ON EOLA DRIVE AND GO NORTHWESTERLY 1.7 MILES TO THE
 QE1907'INTERSECTION OF EOLA DRIVE AND DOAKES FERRY ROAD.  CONTINUE WEST
 QE1907'ON EOLA DRIVE FOR 0.6 MILES TO THE STATION.
 QE1907'
 QE1907'THE STATION MARK IS A CITY OF SALEM BRASS DISK STAMPED EPPING
 QE1907'1972, SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE POST AND
 QE1907'IS ABOUT 8 INCHES BELOW THE STREET SURFACE.  THE STATION IS
 QE1907'LOCATED ABOUT IN THE CENTERLINE OF THE A/C ROADWAY AND IS COVERED
 QE1907'BY CIRCULAR CAST-IRON MONUMENT BOX WHICH IS 45.5 FEET SOUTHWEST OF
 QE1907'A WOOD NO DUMPING SIGN.  THE UNDERGROUND MARK IS ABOUT 16 INCHES
 QE1907'BELOW THE ROAD SURFACE.  THE UNDERGROUND MARK IS AN ALUMINUM
 QE1907'CAP ON AN IRON ROD SET IN A 6 INCH CYLINDRICAL CONCRETE POST.
 QE1907'
 QE1907'HEIGHT OF LIGHT ABOVE STATION MARK 2.11 METERS.
 QE1907
 QE1907                          STATION RECOVERY (1996)
 QE1907
 QE1907'RECOVERY NOTE BY US POWER SQUADRON 1996
 QE1907'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2514 ***********************************************************************
 RD2514  DESIGNATION -  ERA
 RD2514  PID         -  RD2514
 RD2514  STATE/COUNTY-  OR/CLACKAMAS
 RD2514  USGS QUAD   -  CANBY (1985)
 RD2514
 RD2514                         *CURRENT SURVEY CONTROL
 RD2514  ___________________________________________________________________
 RD2514* NAD 83(1991)-  45 17 50.19611(N)    122 39 27.56156(W)     ADJUSTED  
 RD2514* NAVD 88     -        37.     (meters)     121.     (feet)  SCALED    
 RD2514  ___________________________________________________________________
 RD2514  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 RD2514  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 RD2514  HORZ ORDER  -  THIRD
 RD2514
 RD2514.The horizontal coordinates were established by classical geodetic methods
 RD2514.and adjusted by the National Geodetic Survey in October 1991.
 RD2514
 RD2514.The orthometric height was scaled from a topographic map.
 RD2514
 RD2514.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2514
 RD2514.The geoid height was determined by GEOID03.
 RD2514
 RD2514;                    North         East     Units Scale Factor Converg.
 RD2514;SPC OR N     -   183,455.512 2,330,795.206   MT  0.99989709   -1 31 48.6
 RD2514;SPC OR N     -   601,888.16  7,646,965.90   iFT  0.99989709   -1 31 48.6
 RD2514;UTM  10      - 5,016,031.934   526,842.054   MT  0.99960886   +0 14 36.0
 RD2514
 RD2514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2514!SPC OR N     -   0.99999778  x   0.99989709  =   0.99989487
 RD2514!UTM  10      -   0.99999778  x   0.99960886  =   0.99960664
 RD2514
 RD2514:                Primary Azimuth Mark                     Grid Az
 RD2514:SPC OR N     -  FISH                                     193 12 00.5
 RD2514:UTM  10      -  FISH                                     191 25 35.9
 RD2514
 RD2514|---------------------------------------------------------------------|
 RD2514| PID    Reference Object                     Distance      Geod. Az  |
 RD2514|                                                           dddmmss.s |
 RD2514| RD2507 FISH                                APPROX. 1.6 KM 1914011.9 |
 RD2514| RD2508 OB                                   48.969 METERS 31901     |
 RD2514|---------------------------------------------------------------------|
 RD2514
 RD2514                          SUPERSEDED SURVEY CONTROL
 RD2514
 RD2514  NAD 83(1986)-  45 17 50.21631(N)    122 39 27.57034(W) AD(       ) 3
 RD2514  NAD 27      -  45 17 50.78227(N)    122 39 23.24115(W) AD(       ) 3
 RD2514
 RD2514.Superseded values are not recommended for survey control.
 RD2514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2514.See file dsdata.txt to determine how the superseded data were derived.
 RD2514
 RD2514_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER2684216032(NAD 83)
 RD2514
 RD2514  HISTORY     - Date     Condition        Report By
 RD2514  HISTORY     - 1946     MONUMENTED       CGS
 RD2514  HISTORY     - 1966     SEE DESCRIPTION  CGS
 RD2514
 RD2514                          STATION DESCRIPTION
 RD2514
 RD2514'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (EBB)
 RD2514'STATION IS LOCATED ON AN 18-FOOT EMBANKMENT, ON THE E SIDE OF
 RD2514'U.S. HIGHWAY 99E, ABOUT 4.5 MILES, AIRLINE, SW OF OREGON CITY,
 RD2514'AND 3 MILES NE OF CANBY.  IT IS 160 FEET S OF THE SE CORNER OF
 RD2514'THE PARROTT CREEK BRIDGE AND 30 FEET E OF THE CENTER LINE OF THE
 RD2514'PAVEMENT.
 RD2514'
 RD2514'STATION MARK IS A PIPE, PROJECTING 10 INCHES STAMPED ERA 1946.
 RD2514'
 RD2514'NO REFERENCE MARKS WERE SET.
 RD2514'
 RD2514'OB (U.S.E.) IS NW OF THE STATION.  LOCATED IN THE S END OF THE E
 RD2514'WALK OF THE BRIDGE OVER PARROTT CREEK.  IT IS STAMPED OB SOT 1935.
 RD2514'
 RD2514'TRIANGULATION STATION FISH CAN BE USED FOR AN AZIMUTH MARK.  IT
 RD2514'IS SSW OF THE STATION, ON THE N END OF A LOW BRUSH-COVERED RIDGE,
 RD2514'ABOUT 150 FEET E OF U.S. HIGHWAY 99E, AND 60 FEET HIGHER.  IT IS
 RD2514'STAMPED FISH 1946.
 RD2514'
 RD2514'TO REACH THE STATION FROM THE EVERSOLE GARAGE IN CANBY, GO N
 RD2514'ON U.S. HIGHWAY 99E FOR 3.2 MILES TO THE STATION ON THE LEFT.
 RD2514
 RD2514                          STATION RECOVERY (1966)
 RD2514
 RD2514'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JCL)
 RD2514'THE STATION AND THE U.S. ENGINEERS STATION OB HAVE BEEN DESTROYED
 RD2514'WHEN U.S. HIGHWAY 99E WAS IMPROVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1158 ***********************************************************************
 RD1158  DESIGNATION -  ERGO
 RD1158  PID         -  RD1158
 RD1158  STATE/COUNTY-  OR/CLATSOP
 RD1158  USGS QUAD   -  TILLAMOOK HEAD (1973)
 RD1158
 RD1158                         *CURRENT SURVEY CONTROL
 RD1158  ___________________________________________________________________
 RD1158* NAD 83(1986)-  45 55 50.     (N)    123 54 07.     (W)     SCALED    
 RD1158* NAVD 88     -        21.273  (meters)      69.79   (feet)  ADJUSTED  
 RD1158  ___________________________________________________________________
 RD1158  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 RD1158  DYNAMIC HT  -          21.275 (meters)      69.80  (feet)  COMP
 RD1158  MODELED GRAV-     980,689.7   (mgal)                       NAVD 88
 RD1158
 RD1158  VERT ORDER  -  FIRST     CLASS II
 RD1158
 RD1158.The horizontal coordinates were scaled from a topographic map and have
 RD1158.an estimated accuracy of +/- 6 seconds.
 RD1158
 RD1158.The orthometric height was determined by differential leveling
 RD1158.and adjusted in June 1991.
 RD1158.WARNING-Repeat measurements at this control monument indicate possible
 RD1158.vertical movement.
 RD1158
 RD1158.The geoid height was determined by GEOID03.
 RD1158
 RD1158.The dynamic height is computed by dividing the NAVD 88
 RD1158.geopotential number by the normal gravity value computed on the
 RD1158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1158.degrees latitude (g = 980.6199 gals.).
 RD1158
 RD1158.The modeled gravity was interpolated from observed gravity values.
 RD1158
 RD1158;                    North         East    Units  Estimated Accuracy
 RD1158;SPC OR N     -   257,130.    2,236,230.      MT  (+/- 180 meters Scaled)
 RD1158
 RD1158                          SUPERSEDED SURVEY CONTROL
 RD1158
 RD1158  NGVD 29 (??/??/92)   20.129  (m)           66.04   (f) ADJ UNCH    1 2
 RD1158
 RD1158.Superseded values are not recommended for survey control.
 RD1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1158.See file dsdata.txt to determine how the superseded data were derived.
 RD1158
 RD1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR300867(NAD 83)
 RD1158_MARKER: DD = SURVEY DISK
 RD1158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD1158_SP_SET: CONCRETE POST
 RD1158_STAMPING: ERGO 1935
 RD1158_MARK LOGO: ORGS  
 RD1158_PROJECTION: PROJECTING 30 CENTIMETERS
 RD1158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD1158+STABILITY: SURFACE MOTION
 RD1158
 RD1158  HISTORY     - Date     Condition        Report By
 RD1158  HISTORY     - 1935     MONUMENTED       ORGS
 RD1158  HISTORY     - 1965     GOOD             NGS
 RD1158  HISTORY     - 1987     GOOD             USPSQD
 RD1158  HISTORY     - 1987     GOOD             USPSQD
 RD1158  HISTORY     - 1987     GOOD             NGS
 RD1158  HISTORY     - 20040405 POOR             GEOCAC
 RD1158
 RD1158                          STATION DESCRIPTION
 RD1158
 RD1158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 RD1158'5.8 MI SE FROM SEASIDE.
 RD1158'5.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 26 FROM THE SEASIDE UNION HIGH
 RD1158'SCHOOL, 0.25 MILE SOUTHEAST OF MILE POST NO. 1, 110 FEET NORTHWEST OF
 RD1158'POWER POLE NO. 20, 88 FEET NORTHWEST OF THE CENTER OF A DRIVEWAY, 45
 RD1158'FEET WEST OF THE WEST CORNER OF A HOUSE, 30 FEET NORTHEAST OF THE
 RD1158'CENTER OF U.S. HIGHWAY 26 AND 1 FOOT SOUTHEAST OF A WITNESS POST SET
 RD1158'IN A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 8 INCHES.
 RD1158
 RD1158                          STATION RECOVERY (1987)
 RD1158
 RD1158'RECOVERY NOTE BY US POWER SQUADRON 1987 (RCC)
 RD1158'RECOVERED IN GOOD CONDITION.
 RD1158
 RD1158                          STATION RECOVERY (1987)
 RD1158
 RD1158'RECOVERY NOTE BY US POWER SQUADRON 1987 (GAN)
 RD1158'RECOVERED IN GOOD CONDITION.
 RD1158
 RD1158                          STATION RECOVERY (1987)
 RD1158
 RD1158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD1158'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  6.2 KM (3.85
 RD1158'MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM ITS JUNCTION WITH BROADWAY
 RD1158'AVENUE IN SEASIDE, THENCE 2.0 KM (1.25 MI) SOUTHEASTERLY ALONG U.S.
 RD1158'HIGHWAY 26, 26.9 M (88.3 FT) NORTHWEST OF THE CENTER OF A DRIVEWAY,
 RD1158'20.1 M (65.9 FT) SOUTHEAST OF THE CENTER OF A DRIVEWAY, AND 9.2 M
 RD1158'(30.2 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 RD1158'THE MARK IS 0.4 METERS  SE FROM  A WITNESS POST
 RD1158'THE MARK IS 1.6 M BELOW THE HIGHWAY.
 RD1158
 RD1158                          STATION RECOVERY (2004)
 RD1158
 RD1158'RECOVERY NOTE BY GEOCACHING 2004 (RRM)
 RD1158'DISK HAS HEAVY DENTING AND SCRAPING, MAY HAVE BEEN DAMAGED BY
 RD1158'AUTOMOBILE IN RECENT YEARS.   GRAVEL DRIVEWAY IN DESCRIPTION IS CALLED
 RD1158'NORDMARK DRIVE, AND HAS A COUNTY STREET SIGN.   MARK IS APPROX. 60
 RD1158'FEET NORTHWEST OF UTILITY POLE MARKED 25 107300.
 RD1158' 
 RD1158'HANDHELD GPS COORDINATES N 45 55 51 W 123 54 10
 RD1158' 
 RD1158' 
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3111 ***********************************************************************
 RD3111  DESIGNATION -  ERIC
 RD3111  PID         -  RD3111
 RD3111  STATE/COUNTY-  OR/MULTNOMAH
 RD3111  USGS QUAD   -  PORTLAND (1990)
 RD3111
 RD3111                         *CURRENT SURVEY CONTROL
 RD3111  ___________________________________________________________________
 RD3111* NAD 83(1991)-  45 32 43.78352(N)    122 43 46.36888(W)     ADJUSTED  
 RD3111* NAVD 88     -       196.     (meters)     643.     (feet)  SCALED    
 RD3111  ___________________________________________________________________
 RD3111  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 RD3111  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 RD3111  HORZ ORDER  -  THIRD
 RD3111
 RD3111.The horizontal coordinates were established by classical geodetic methods
 RD3111.and adjusted by the National Geodetic Survey in October 1991.
 RD3111
 RD3111.The orthometric height was scaled from a topographic map.
 RD3111
 RD3111.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3111
 RD3111.The geoid height was determined by GEOID03.
 RD3111
 RD3111;                    North         East     Units Scale Factor Converg.
 RD3111;SPC OR N     -   211,182.495 2,325,920.018   MT  0.99991618   -1 34 52.2
 RD3111;SPC OR N     -   692,855.95  7,630,971.19   iFT  0.99991618   -1 34 52.2
 RD3111;SPC WA S     -    26,043.273   325,892.993   MT  1.00007764   -1 37 10.3
 RD3111;SPC WA S     -    85,443.64  1,069,200.59   sFT  1.00007764   -1 37 10.3
 RD3111;UTM  10      - 5,043,586.502   521,112.609   MT  0.99960548   +0 11 35.0
 RD3111
 RD3111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3111!SPC OR N     -   0.99997284  x   0.99991618  =   0.99988903
 RD3111!SPC WA S     -   0.99997284  x   1.00007764  =   1.00005048
 RD3111!UTM  10      -   0.99997284  x   0.99960548  =   0.99957833
 RD3111
 RD3111:                Primary Azimuth Mark                     Grid Az
 RD3111:SPC OR N     -  PORTLAND DOLPHIN 4 E SIDE RIV            001 52 10.1
 RD3111:SPC WA S     -  PORTLAND DOLPHIN 4 E SIDE RIV            001 54 28.2
 RD3111:UTM  10      -  PORTLAND DOLPHIN 4 E SIDE RIV            000 05 42.9
 RD3111
 RD3111|---------------------------------------------------------------------|
 RD3111| PID    Reference Object                     Distance      Geod. Az  |
 RD3111|                                                           dddmmss.s |
 RD3111| RD3110 PORTLAND DOLPHIN 4 E SIDE RIV       APPROX. 2.7 KM 0001717.9 |
 RD3111| RD3097 PORTLAND SWAN IS LOWER LIGHT        APPROX. 2.3 KM 0065232.7 |
 RD3111| RD3095 PORTLAND MEAS MI F RNG TARGET       APPROX. 2.3 KM 0073834.5 |
 RD3111| CE2513 ERIC RM 1                             5.225 METERS 01215     |
 RD3111| RD3068 PORTLAND SWAN IS AVIATION BCN       APPROX. 2.3 KM 0320600.5 |
 RD3111| RD3071 PORTLAND SWAN IS MIDDLE LIGHT       APPROX. 1.9 KM 0341533.8 |
 RD3111| RD3076 PORTLAND DOLPHIN 4                  APPROX. 1.4 KM 0402308.8 |
 RD3111| RD3064 PORTLAND DOLPHIN 2                  APPROX. 1.6 KM 0573630.1 |
 RD3111| RD3050 PORTLAND DOLPHIN 1                  APPROX. 1.8 KM 0655600.2 |
 RD3111| RD3008 PORTLAND UP RR CO ELEV TANK         APPROX. 2.7 KM 0663243.3 |
 RD3111| RD3030 PORTLAND OCEANIC TERMINALS TK       APPROX. 2.1 KM 0813956.4 |
 RD3111| RD2991 PORTLAND UNION PAC RR DOCK FS       APPROX. 2.8 KM 0814948.8 |
 RD3111| CE2514 ERIC RM 2                             5.514 METERS 15225     |
 RD3111| RD3142 KITTRIDGE                           APPROX. 1.3 KM 3223528.1 |
 RD3111| RD3126 PORTLAND DOLPHIN 9                  APPROX. 2.1 KM 3515101.7 |
 RD3111| RD3124 PORTLAND CONCRETE STACK             APPROX. 3.3 KM 3550808.8 |
 RD3111| RD3116 PORTLAND DOLPHIN 8                  APPROX. 1.9 KM 3562024.0 |
 RD3111|---------------------------------------------------------------------|
 RD3111
 RD3111                          SUPERSEDED SURVEY CONTROL
 RD3111
 RD3111  NAD 83(1986)-  45 32 43.80286(N)    122 43 46.37287(W) AD(       ) 3
 RD3111  NAD 27      -  45 32 44.37800(N)    122 43 42.01800(W) AD(       ) 3
 RD3111
 RD3111.Superseded values are not recommended for survey control.
 RD3111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3111.See file dsdata.txt to determine how the superseded data were derived.
 RD3111
 RD3111_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER2111343587(NAD 83)
 RD3111_MARKER: Z = SEE DESCRIPTION
 RD3111_SETTING: 0 = UNSPECIFIED SETTING
 RD3111
 RD3111  HISTORY     - Date     Condition        Report By
 RD3111  HISTORY     - 1938     MONUMENTED       CGS
 RD3111  HISTORY     - 1959     SEE DESCRIPTION  CGS
 RD3111
 RD3111                          STATION DESCRIPTION
 RD3111
 RD3111'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (WMS)
 RD3111'STATION IS ABOUT 2-3/4 MILES NW OF THE POST OFFICE AT PORTLAND,
 RD3111'OREGON, 3/4 MILE W OF WILLAMETTE RIVER ON PROMINENT BRUSH AND
 RD3111'TIMBER-COVERED RIDGE AT ABOUT 650 FEET ELEVATION, AND ABOUT 200
 RD3111'FEET HIGHER THAN LEIF ERICKSON DRIVE.  THERE IS A RATHER DEEP CANYON
 RD3111'TO THE N OF THE RIDGE, THE STATION IS LOCATED ON.
 RD3111'
 RD3111'SURFACE MARK IS A STANDARD DISK SET IN CONCRETE IN A 2 1/2-FOOT
 RD3111'SECTION OF 4-INCH CAST-IRON SOIL PIPE.
 RD3111'
 RD3111'UNDERGROUND MARK IS A STANDARD DISK SET IN CONCRETE IN A 1-FOOT
 RD3111'SECTION OF 4-INCH CAST-IRON SOIL PIPE, BURIED 3 FEET UNDERGROUND.
 RD3111'
 RD3111'REFERENCE MARKS ARE STANDARD DISKS SET IN A 2 1/2-FOOT SECTION OF
 RD3111'4-INCH CAST-IRON SOIL PIPE.
 RD3111'
 RD3111'ALL MARKS ARE STAMPED ERIC 1938.
 RD3111
 RD3111                          STATION RECOVERY (1959)
 RD3111
 RD3111'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (ANS)
 RD3111'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED IN GOOD CONDITION,
 RD3111'ON THE SHOULDER OF A PROMINENT BRUSH AND TIMBER COVERED RIDGE LYING
 RD3111'ABOUT 2-3/4 MILES NW OF THE POST OFFICE IN PORTLAND AND 3/4 MILES
 RD3111'W OF THE WILLAMETTE RIVER.  IT IS ABOUT 650 FEET IN ELEVATION AND 200
 RD3111'FEET HIGHER THAN LEIF ERICKSON DRIVE.  A RATHER DEEP CANYON LIES ON
 RD3111'THE NORTH SIDE OF THE STATION RIDGE.
 RD3111'
 RD3111'THE STATION IS A STANDARD DISK STAMPED ERIC 1938 SET IN CONCRETE IN
 RD3111'A 2-1/2 FOOT SECTION OF 4 INCH CAST IRON SOIL PIPE PROJECTING 4
 RD3111'INCHES.  THE UNDERGROUND MARK IS A STANDARD DISK SET IN CONCRETE IN
 RD3111'A 1 FOOT SECTION OF SOIL PIPE BURIED 3 FEET.  EXTENSIVE CLEARING
 RD3111'REQUIRED TO OBSERVE FROM STATION.  THERE IS A TRIANGLE BLAZE ON
 RD3111'NORTH SIDE OF RIDGE TRAIL, 5 METERS EAST OF STATION.
 RD3111'
 RD3111'R.M. NO. 1 IS A STANDARD DISK STAMPED ERIC 1938 NO 1 SET IN
 RD3111'CONCRETE IN A 2-1/2 FOOT SECTION OF 4 INCH SOIL PIPE PROJECTING 3
 RD3111'INCHES, NNE OF THE STATION AND 1 FOOT LOWER.
 RD3111'
 RD3111'R.M. NO. 2 IS A STANDARD DISK STAMPED ERIC 1938 NO 2 SET IN
 RD3111'CONCRETE IN A 2-1/2 FOOT SECTION OF 4 INCH SOIL PIPE PROJECTING 7
 RD3111'INCHES, SSE OF THE STATION AND AT ABOUT THE SAME ELEVATION.
 RD3111'
 RD3111'TO REACH STATION FROM INTERSECTION OF NORTHWEST THURMAN AND
 RD3111'NORTHWEST ASPEN AVENUE IN PORTLAND, GO 0.95 MILES ALONG LEIF
 RD3111'ERICKSON DRIVE TO POINT OF RIDGE, AND CONTINUE 0.1 MILE TO WELL
 RD3111'DEFINED AND CLEARED RIDGE TRAIL LEADING DIRECTLY TO STATION.
 RD3111'STATION IS ON CITY PROPERTY AND KEY SHOULD BE OBTAINED FROM PARK
 RD3111'DEPARTMENT TO LOCKED GATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1826 ***********************************************************************
 RD1826  DESIGNATION -  ERMA
 RD1826  PID         -  RD1826
 RD1826  STATE/COUNTY-  OR/POLK
 RD1826  USGS QUAD   -  GRAND RONDE (1979)
 RD1826
 RD1826                         *CURRENT SURVEY CONTROL
 RD1826  ___________________________________________________________________
 RD1826* NAD 83(1991)-  45 03 01.79268(N)    123 30 15.96540(W)     ADJUSTED  
 RD1826* NAVD 88     -        85.     (meters)     279.     (feet)  VERTCON   
 RD1826  ___________________________________________________________________
 RD1826  LAPLACE CORR-          -2.99  (seconds)                    DEFLEC99
 RD1826  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 RD1826  HORZ ORDER  -  SECOND
 RD1826
 RD1826.The horizontal coordinates were established by classical geodetic methods
 RD1826.and adjusted by the National Geodetic Survey in October 1991.
 RD1826
 RD1826.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD1826.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD1826
 RD1826.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1826
 RD1826.The geoid height was determined by GEOID03.
 RD1826
 RD1826;                    North         East     Units Scale Factor Converg.
 RD1826;SPC OR N     -   158,172.880 2,263,396.990   MT  0.99989670   -2 07 50.5
 RD1826;SPC OR N     -   518,939.90  7,425,843.14   iFT  0.99989670   -2 07 50.5
 RD1826;UTM  10      - 4,988,683.863   460,277.757   MT  0.99961940   -0 21 25.2
 RD1826
 RD1826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1826!SPC OR N     -   0.99999002  x   0.99989670  =   0.99988672
 RD1826!UTM  10      -   0.99999002  x   0.99961940  =   0.99960943
 RD1826
 RD1826                          SUPERSEDED SURVEY CONTROL
 RD1826
 RD1826  NAD 83(1986)-  45 03 01.82029(N)    123 30 15.97979(W) AD(       ) 2
 RD1826  NAD 27      -  45 03 02.40601(N)    123 30 11.58592(W) AD(       ) 2
 RD1826  NGVD 29 (07/19/86)   84.     (m)          276.     (f) VERT ANG    3  
 RD1826
 RD1826.Superseded values are not recommended for survey control.
 RD1826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1826.See file dsdata.txt to determine how the superseded data were derived.
 RD1826
 RD1826_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ6027888684(NAD 83)
 RD1826
 RD1826  HISTORY     - Date     Condition        Report By
 RD1826  HISTORY     - 1972     MONUMENTED       OR-053
 RD1826
 RD1826                          STATION DESCRIPTION
 RD1826
 RD1826'DESCRIBED BY POLK COUNTY OREGON 1972 (RB)
 RD1826'THE STATION IS LOCATED IN POLK COUNTY, OREGON IN THE SOUTHEAST
 RD1826'QUARTER OF THE NORTHEAST QUARTER OF SECTION 14, TOWNSHIP 6 SOUTH,
 RD1826'RANGE 7 WEST OF THE WILLAMETTE MERIDIAN.
 RD1826'
 RD1826'TO REACH THE STATION FROM VALLEY JUNCTION AT THE INTERSECTION OF
 RD1826'OSH 18 AND 22.  GO EAST ON 18 AND 22 FOR 3.5 MILES.  THE STATION IS
 RD1826'ON THE RIGHT SIDE OF THE (SOUTH) HIGHWAY ON TOP OF CUT BANK.
 RD1826'
 RD1826'THE STATION IS A CONCRETE MONUMENT WITH A BRASS CAP SET FLUSH WITH
 RD1826'THE GROUND STAMPED ERMA 1972 WITH A 5/8 IN X 30 IN REBAR AND
 RD1826'ALUMINUM CAP FOR A UNDERGROUND STATION.  IT IS 5 FEET NORTH OF AN
 RD1826'EAST-WEST FENCE.
 RD1826'
 RD1826'R.M. 1 IS A 5/8 IN X 30 IN REBAR AND ALUMINUM CAP SET FLUSH WITH
 RD1826'THE GROUND, 1 FOOT NORTH OF AN EAST-WEST FENCE.
 RD1826'
 RD1826'R.M. 2 IS A 5/8 IN X 30 IN REBAR AND ALUMINUM CAP SET FLUSH WITH
 RD1826'THE GROUND, 1 FOOT MORTH OF AN EAST-WEST FENCE.
 RD1826'
 RD1826'HEIGHT OF LIGHT ABOVE STATION MARK 2.94 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0356 ***********************************************************************
 RD0356  DESIGNATION -  ERNE RESET
 RD0356  PID         -  RD0356
 RD0356  STATE/COUNTY-  OR/MULTNOMAH
 RD0356  USGS QUAD   -  MOUNT TABOR (1990)
 RD0356
 RD0356                         *CURRENT SURVEY CONTROL
 RD0356  ___________________________________________________________________
 RD0356* NAD 83(1986)-  45 34 15.     (N)    122 36 59.     (W)     SCALED    
 RD0356* NAVD 88     -        20.274  (meters)      66.52   (feet)  POSTED    
 RD0356  ___________________________________________________________________
 RD0356  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 RD0356  DYNAMIC HT  -          20.270 (meters)      66.50  (feet)  COMP
 RD0356  MODELED GRAV-     980,628.7   (mgal)                       NAVD 88
 RD0356
 RD0356  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 RD0356
 RD0356.The horizontal coordinates were scaled from a topographic map and have
 RD0356.an estimated accuracy of +/- 6 seconds.
 RD0356
 RD0356.The orthometric height was determined by differential leveling
 RD0356.and adjusted by the  in 1992.
 RD0356.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 RD0356.was located on a no-check spur therefore a value was not computed.
 RD0356.No vertical observational check was made to the station.
 RD0356
 RD0356.The geoid height was determined by GEOID03.
 RD0356
 RD0356.The dynamic height is computed by dividing the NAVD 88
 RD0356.geopotential number by the normal gravity value computed on the
 RD0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0356.degrees latitude (g = 980.6199 gals.).
 RD0356
 RD0356.The modeled gravity was interpolated from observed gravity values.
 RD0356
 RD0356;                    North         East    Units  Estimated Accuracy
 RD0356;SPC OR N     -   213,760.    2,334,830.      MT  (+/- 180 meters Scaled)
 RD0356
 RD0356                          SUPERSEDED SURVEY CONTROL
 RD0356
 RD0356  NGVD 29 (??/??/92)   19.202  (m)           63.00   (f) ADJ UNCH    1 2
 RD0356
 RD0356.Superseded values are not recommended for survey control.
 RD0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0356.See file dsdata.txt to determine how the superseded data were derived.
 RD0356
 RD0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER299464(NAD 83)
 RD0356_MARKER: DD = SURVEY DISK
 RD0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0356_STAMPING: ERNE RESET 62.641 1940
 RD0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0356+STABILITY: SURFACE MOTION
 RD0356
 RD0356  HISTORY     - Date     Condition        Report By
 RD0356  HISTORY     - 1940     MONUMENTED       ORDT
 RD0356  HISTORY     - 1941     GOOD             NGS
 RD0356  HISTORY     - 1952     MARK NOT FOUND   NGS
 RD0356  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RD0356  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 RD0356  HISTORY     - 19941025 MARK NOT FOUND   USPSQD
 RD0356
 RD0356                          STATION DESCRIPTION
 RD0356
 RD0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 RD0356'IN PORTLAND.
 RD0356'ON N.E. COLUMBIA BOULEVARD.  ABOUT 135 FEET EAST OF CENTER OF N.E.
 RD0356'FOURTY-FIFTH AVENUE.  ABOUT 20 FEET SOUTH OF CENTER OF COLUMBIA
 RD0356'BOULEVARD.  AT SOUTH SIDE OF DIRT PATH AND AT NORTH SIDE OF AND JUST
 RD0356'BELOW A 3 FOOT BANK, BOTH PATH AND BANK BEING AT SOUTH SIDE OF N.E.
 RD0356'COLUMBIA BLVD.  ABOUT 45 FEET SOUTHWEST OF LONG ROW OF MAIL BOXES.
 RD0356'ALMOST DIRECTLY SOUTH OF 4527 N.E. COLUMBIA BLVD. WHICH HOUSE IS
 RD0356'ACROSS BOULEVARD FROM MARK.
 RD0356
 RD0356                          STATION RECOVERY (1952)
 RD0356
 RD0356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 RD0356'MARK NOT FOUND.
 RD0356
 RD0356                          STATION RECOVERY (1988)
 RD0356
 RD0356'RECOVERY NOTE BY US POWER SQUADRON 1988 (KRN)
 RD0356'MARK NOT FOUND.
 RD0356
 RD0356                          STATION RECOVERY (1990)
 RD0356
 RD0356'RECOVERY NOTE BY US POWER SQUADRON 1990 (FV)
 RD0356'MARK NOT FOUND.
 RD0356
 RD0356                          STATION RECOVERY (1994)
 RD0356
 RD0356'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD0356'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0336 ***********************************************************************
 QE0336  DESIGNATION -  ERP
 QE0336  PID         -  QE0336
 QE0336  STATE/COUNTY-  OR/LINN
 QE0336  USGS QUAD   -  CHANDLER MTN (1988)
 QE0336
 QE0336                         *CURRENT SURVEY CONTROL
 QE0336  ___________________________________________________________________
 QE0336* NAD 83(1986)-  44 19 17.     (N)    122 43 58.     (W)     SCALED    
 QE0336* NAVD 88     -       197.375  (meters)     647.55   (feet)  ADJUSTED  
 QE0336  ___________________________________________________________________
 QE0336  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 QE0336  DYNAMIC HT  -         197.342 (meters)     647.45  (feet)  COMP
 QE0336  MODELED GRAV-     980,447.1   (mgal)                       NAVD 88
 QE0336
 QE0336  VERT ORDER  -  SECOND    CLASS 0
 QE0336
 QE0336.The horizontal coordinates were scaled from a topographic map and have
 QE0336.an estimated accuracy of +/- 6 seconds.
 QE0336
 QE0336.The orthometric height was determined by differential leveling
 QE0336.and adjusted in June 1991.
 QE0336
 QE0336.The geoid height was determined by GEOID03.
 QE0336
 QE0336.The dynamic height is computed by dividing the NAVD 88
 QE0336.geopotential number by the normal gravity value computed on the
 QE0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0336.degrees latitude (g = 980.6199 gals.).
 QE0336
 QE0336.The modeled gravity was interpolated from observed gravity values.
 QE0336
 QE0336;                    North         East    Units  Estimated Accuracy
 QE0336;SPC OR N     -    75,220.    2,321,910.      MT  (+/- 180 meters Scaled)
 QE0336
 QE0336                          SUPERSEDED SURVEY CONTROL
 QE0336
 QE0336  NGVD 29 (??/??/92)  196.313  (m)          644.07   (f) ADJ UNCH    2 0
 QE0336
 QE0336.Superseded values are not recommended for survey control.
 QE0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0336.See file dsdata.txt to determine how the superseded data were derived.
 QE0336
 QE0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ213076(NAD 83)
 QE0336_MARKER: DD = SURVEY DISK
 QE0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0336_STAMPING: ERP 1935
 QE0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0336+STABILITY: SURFACE MOTION
 QE0336
 QE0336  HISTORY     - Date     Condition        Report By
 QE0336  HISTORY     - 1935     MONUMENTED       USE
 QE0336  HISTORY     - 1943     GOOD             NGS
 QE0336  HISTORY     - 19840625 MARK NOT FOUND   USGS
 QE0336
 QE0336                          STATION DESCRIPTION
 QE0336
 QE0336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QE0336'3.7 MI SE FROM HOLLEY.
 QE0336'THIS MARK IS ABOUT 0.2 MILE SOUTHWEST ALONG STATE HIGHWAY 228, 1.1
 QE0336'MILE EAST ALONG A GRADED ROAD, AND 2.4 MILES EAST ALONG THE OREGON
 QE0336'ELECTRIC RAILWAY FROM THE POST OFFICE AT HOLLEY, NEAR A ROAD CROSSING,
 QE0336'ON NORTHEAST SIDE OF CALAPOOYA RIVER, 85.0 FEET NORTHWEST OF THE
 QE0336'CENTER LINE OF UPPER CALAPOOYA RIVER ROAD, 75.0 FEET NORTHWEST OF THE
 QE0336'NORTHWEST SIDE OF THE COVERED BRIDGE OVER CALAPOOYA RIVER, 8.0 FEET
 QE0336'SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACK, PROJECTING ABOUT
 QE0336'5-INCHES ABOVE THE GROUND, 2.0 FEET NORTH OF A WHITE REFERENCE POST.
 QE0336
 QE0336                          STATION RECOVERY (1984)
 QE0336
 QE0336'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984 (JRS)
 QE0336'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AI1994 ***********************************************************************
 AI1994  CBN         -  This is a Cooperative Base Network Control Station.
 AI1994  DESIGNATION -  ESTACADA
 AI1994  PID         -  AI1994
 AI1994  STATE/COUNTY-  OR/CLACKAMAS
 AI1994  USGS QUAD   -  ESTACADA (1985)
 AI1994
 AI1994                         *CURRENT SURVEY CONTROL
 AI1994  ___________________________________________________________________
 AI1994* NAD 83(2007)-  45 17 54.70855(N)    122 19 57.14187(W)     ADJUSTED  
 AI1994* NAVD 88     -       154.32   (meters)     506.3    (feet)  LEVELING  
 AI1994  ___________________________________________________________________
 AI1994  EPOCH DATE  -        2007.00
 AI1994  X           -  -2,403,623.425 (meters)                     COMP
 AI1994  Y           -  -3,797,379.802 (meters)                     COMP
 AI1994  Z           -   4,510,840.494 (meters)                     COMP
 AI1994  LAPLACE CORR-           5.44  (seconds)                    DEFLEC99
 AI1994  ELLIP HEIGHT-         131.667 (meters)          (02/10/07) ADJUSTED
 AI1994  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 AI1994
 AI1994  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI1994  Type    PID    Designation                      North   East  Ellip
 AI1994  -------------------------------------------------------------------
 AI1994  NETWORK AI1994 ESTACADA                          0.45   0.35   1.10
 AI1994  -------------------------------------------------------------------
 AI1994  VERT ORDER  -  THIRD
 AI1994
 AI1994.The horizontal coordinates were established by GPS observations
 AI1994.and adjusted by the National Geodetic Survey in February 2007.
 AI1994
 AI1994.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI1994.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI1994.The horizontal coordinates are valid at the epoch date displayed above.
 AI1994.The epoch date for horizontal control is a decimal equivalence
 AI1994.of Year/Month/Day.
 AI1994
 AI1994.The orthometric height was determined by differential leveling.
 AI1994.The vertical network tie was performed by a horz. field party for horz.
 AI1994.obs reductions. Reset procedures were used to establish the elevation.
 AI1994
 AI1994.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI1994
 AI1994.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1994
 AI1994.The ellipsoidal height was determined by GPS observations
 AI1994.and is referenced to NAD 83.
 AI1994
 AI1994.The geoid height was determined by GEOID03.
 AI1994
 AI1994;                    North         East     Units Scale Factor Converg.
 AI1994;SPC OR N     -   182,965.148 2,356,289.459   MT  0.99989714   -1 17 58.6
 AI1994;SPC OR N     -   600,279.36  7,730,608.46   iFT  0.99989714   -1 17 58.6
 AI1994;UTM  10      - 5,016,330.851   552,332.201   MT  0.99963367   +0 28 27.9
 AI1994
 AI1994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1994!SPC OR N     -   0.99997936  x   0.99989714  =   0.99987650
 AI1994!UTM  10      -   0.99997936  x   0.99963367  =   0.99961304
 AI1994
 AI1994                          SUPERSEDED SURVEY CONTROL
 AI1994
 AI1994  NAD 83(1998)-  45 17 54.70673(N)    122 19 57.14353(W) AD(       ) A
 AI1994  ELLIP H (04/24/00)  131.673  (m)                       GP(       ) 3 1
 AI1994  NAD 83(1991)-  45 17 54.70485(N)    122 19 57.14281(W) AD(       ) B
 AI1994  ELLIP H (10/13/99)  131.812  (m)                       GP(       ) 3 1
 AI1994
 AI1994.Superseded values are not recommended for survey control.
 AI1994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1994.See file dsdata.txt to determine how the superseded data were derived.
 AI1994
 AI1994_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER5233216331(NAD 83)
 AI1994_MARKER: DD = SURVEY DISK
 AI1994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI1994_STAMPING: ESTACADA 1998
 AI1994_MARK LOGO: OR-005
 AI1994_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI1994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI1994+STABILITY: SURFACE MOTION
 AI1994_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1994+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2000
 AI1994
 AI1994  HISTORY     - Date     Condition        Report By
 AI1994  HISTORY     - 1998     MONUMENTED       OR-005
 AI1994  HISTORY     - 20001010 GOOD             OR-005
 AI1994
 AI1994                          STATION DESCRIPTION
 AI1994
 AI1994'DESCRIBED BY CLACKAMAS COUNTY OREGON 1998 (CHH)
 AI1994'THE STATION IS LOCATED IN THE NORTH PART OF ESTACADA, ON THE NORTH
 AI1994'SIDE OF ESTACADA HIGH SCHOOL.  OWNERSHIP--ESTACADA HIGH SCHOOL, 355 NE
 AI1994'6TH AVENUE, ESTACADA, OR 97023.  CONTACT WILLIAM R. PACKARD, BUSINESS
 AI1994'MANAGER, ESTACADA SCHOOL DISTRICT CENTRAL OFFICE, PO BOX 519,
 AI1994'ESTACADA, OR 97023.  PHONE 503-630-8521.  TO REACH THE STATION FROM
 AI1994'THE INTERSECTION OF STATE HIGHWAYS 224 AND 211, LOCATED IN THE SOUTH
 AI1994'PART OF ESTACADA, GO NORTHWEST ON HIGHWAY 224 FOR 0.24 KM (0.15 MI) TO
 AI1994'THE INTERSECTION OF SE MAIN STREET.  TURN RIGHT, NORTH, ON MAIN STREET
 AI1994'FOR 1.05 KM (0.65 MI) TO THE T-JUNCTION OF NE 6TH AVENUE.  TURN RIGHT,
 AI1994'EAST, ON 6TH AVENUE FOR 0.16 KM (0.10 MI) TO THE FIRST ENTRANCE INTO
 AI1994'THE ESTACADA HIGH SCHOOL PARKING LOT ON THE LEFT.  TURN LEFT, NORTH,
 AI1994'THROUGH THE PARKING LOT FOR 0.08 KM (0.05 MI) TO THE NORTH END.  TURN
 AI1994'RIGHT, WEST, THROUGH THE PARKING LOT FOR 0.08 KM (0.05 MI) TO THE WEST
 AI1994'END.  TURN RIGHT, NORTH, ON DRIVE PASSING BETWEEN HIGH SCHOOL BUILDING
 AI1994'ON THE RIGHT AND ESTACADA SCHOOL DISTRICT CENTRAL OFFICE BUILDING ON
 AI1994'THE LEFT FOR 0.08 KM (0.05 MI) TO A GATE.  PASS THROUGH GATE
 AI1994'CONTINUING NORTH ON GRAVEL SINGLE LANE ROAD FOR 0.24 KM (0.15 MI) TO
 AI1994'AN EAST-WEST CHAIN LINK FENCE THAT IS ON THE SOUTH SIDE OF AN OPEN
 AI1994'DRAINAGE DITCH AND THE STATION TO THE RIGHT.  THE STATION IS AN
 AI1994'ALUMINUM COUNTY SURVEYOR DISK SET IN TOP OF A 30 CM ROUND CONCRETE
 AI1994'MONUMENT FLUSH WITH THE GROUND.  IT IS 26.2 M (86.0 FT) EAST FROM THE
 AI1994'CENTER OF THE GRAVEL ROAD, AND 4.7 M (15.4 FT) SOUTH FROM THE CHAIN
 AI1994'LINK FENCE.
 AI1994
 AI1994                          STATION RECOVERY (2000)
 AI1994
 AI1994'RECOVERY NOTE BY CLACKAMAS COUNTY OREGON 2000 (CRC)
 AI1994'RECOVERED AS DESCRIBED.
 AI1994' 
 AI1994'
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1954 ***********************************************************************
 RD1954  DESIGNATION -  ESTHER
 RD1954  PID         -  RD1954
 RD1954  STATE/COUNTY-  OR/TILLAMOOK
 RD1954  USGS QUAD   -  NETARTS (1986)
 RD1954
 RD1954                         *CURRENT SURVEY CONTROL
 RD1954  ___________________________________________________________________
 RD1954* NAD 83(1991)-  45 27 04.38871(N)    123 52 43.45294(W)     ADJUSTED  
 RD1954* NAVD 88     -        13.     (meters)      43.     (feet)  SCALED    
 RD1954  ___________________________________________________________________
 RD1954  LAPLACE CORR-          18.66  (seconds)                    DEFLEC99
 RD1954  GEOID HEIGHT-         -22.51  (meters)                     GEOID03
 RD1954  HORZ ORDER  -  SECOND
 RD1954
 RD1954.The horizontal coordinates were established by classical geodetic methods
 RD1954.and adjusted by the National Geodetic Survey in October 1991.
 RD1954
 RD1954.The orthometric height was scaled from a topographic map.
 RD1954
 RD1954.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1954
 RD1954.The geoid height was determined by GEOID03.
 RD1954
 RD1954;                    North         East     Units Scale Factor Converg.
 RD1954;SPC OR N     -   203,828.623 2,235,798.211   MT  0.99990672   -2 23 46.2
 RD1954;SPC OR N     -   668,729.08  7,335,295.97   iFT  0.99990672   -2 23 46.2
 RD1954;UTM  10      - 5,033,452.632   431,287.875   MT  0.99965805   -0 37 34.5
 RD1954
 RD1954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1954!SPC OR N     -   1.00000148  x   0.99990672  =   0.99990820
 RD1954!UTM  10      -   1.00000148  x   0.99965805  =   0.99965953
 RD1954
 RD1954|---------------------------------------------------------------------|
 RD1954| PID    Reference Object                     Distance      Geod. Az  |
 RD1954|                                                           dddmmss.s |
 RD1954| DD9678 ESTHER RM 2                          16.593 METERS 18758     |
 RD1954| DD9677 ESTHER RM 1                           9.607 METERS 18758     |
 RD1954| RD1956 ENTRANCE                            APPROX. 3.1 KM 3412605.9 |
 RD1954|---------------------------------------------------------------------|
 RD1954
 RD1954                          SUPERSEDED SURVEY CONTROL
 RD1954
 RD1954  NAD 83(1986)-  45 27 04.41910(N)    123 52 43.45061(W) AD(       ) 2
 RD1954  NAD 27      -  45 27 05.04600(N)    123 52 38.98800(W) AD(       ) 2
 RD1954
 RD1954.Superseded values are not recommended for survey control.
 RD1954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1954.See file dsdata.txt to determine how the superseded data were derived.
 RD1954
 RD1954_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR3128833453(NAD 83)
 RD1954_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RD1954_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 RD1954
 RD1954  HISTORY     - Date     Condition        Report By
 RD1954  HISTORY     - 1955     MONUMENTED       CGS
 RD1954  HISTORY     - 1964     SEE DESCRIPTION  CGS
 RD1954  HISTORY     - 1970     SEE DESCRIPTION  BPA
 RD1954
 RD1954                          STATION DESCRIPTION
 RD1954
 RD1954'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (FN)
 RD1954'ABOUT 1.5 MILES WEST OF TILLAMOOK, ABOUT 140 METERS WEST OF THE
 RD1954'TILLAMOOK RIVER, NEAR THE LEFT (EAST) SIDE OF A NORTH-SOUTH TRAIL,
 RD1954'14.2 METERS NORTH OF A 20-INCH ALDER TREE WITH AN X BLAZE ON ITS
 RD1954'WEST FACE, 1 METER WEST OF THE TOP OF THE STEEP EAST SLOPE OF
 RD1954'THE HILL, 1.2 METERS NORTH OF A 4-INCH SQUARE WITNESS POST.  IT
 RD1954'IS A STANDARD TRIANGULATION STATION DISK STAMPED ESTHER 1955 SET
 RD1954'IN A CONCRETE MONUMENT PROJECTING 2 INCHES.
 RD1954'
 RD1954'THE UNDERGROUND MARK IS A STANDARD TRIANGULATION STATION DISK
 RD1954'STAMPED ESTHER 1955 SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 RD1954'ABOUT 3-1/2 FEET BELOW THE SURFACE.
 RD1954'
 RD1954'REFERENCE MARK NO. 1 IS 5 METERS NORTH OF A 20-INCH ALDER TREE
 RD1954'WITH AN X BLAZE ON ITS WEST FACE, 1.5 METERS WEST OF THE TRAIL,
 RD1954'1.1 METERS NORTH OF A FORKED ALDER TREE.  IT IS A STANDARD
 RD1954'REFERENCE MARK DISK STAMPED ESTHER NO 1 1955 SET IN A CONCRETE
 RD1954'MONUMENT PROJECTING 4 INCHES.
 RD1954'
 RD1954'REFERENCE MARK NO. 2 IS 3.8 METERS WEST OF A 20-INCH ALDER TREE
 RD1954'WITH AN X BLAZE ON ITS WEST FACE, 2.2 METERS WEST OF THE TRAIL.  IT
 RD1954'IS A STANDARD REFERENCE MARK DISK STAMPED ESTHER NO 2 1955 SET
 RD1954'IN A CONCRETE MONUMENT THAT PROJECTS 4 INCHES.
 RD1954'
 RD1954'TO REACH FROM FIRST STREET AND MAIN AVENUE IN TILLAMOOK, GO SOUTH
 RD1954'ALONG MAIN AVENUE 0.1 MILE TO THIRD STREET, TURN RIGHT (WEST), GO
 RD1954'1.8 MILES TO ROAD FORK, TAKE LEFT (SOUTH) FORK, GO 0.2 MILE TO
 RD1954'DRIVEWAY ON RIGHT, GO (SOUTH) FOR 0.1 MILE TO END OF DRIVEWAY.
 RD1954'PACK ALONG TRAIL THAT FOLLOWS THE EAST SLOPE OF THE HILL
 RD1954'(SOUTHERLY) FOR ABOUT 200 YARDS TO STATION, ABOUT 75 FEET
 RD1954'HIGHER IN ELEVATION THAN HIGHWAY TO THE EAST.
 RD1954
 RD1954                          STATION RECOVERY (1964)
 RD1954
 RD1954'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (PAS)
 RD1954'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 RD1954'WERE RECOVERED AND FOUND IN GOOD CONDITION.  A METAL WITNESS POST
 RD1954'WAS PLACED 1 FOOT NORTH OF THE STATION MARK.  THE TO REACH WAS
 RD1954'VAGUE.  A NEW TO REACH FOLLOWS.
 RD1954'
 RD1954'THE STATION IS 2 MILES WEST OF TILLAMOOK IN PASTURE LAND OWNED
 RD1954'BY MR. W. E. ANDERSON.
 RD1954'
 RD1954'TO REACH THE STATION FROM THE TILLAMOOK POST OFFICE GO WEST ON
 RD1954'SECOND STREET FOR 0.05 MILE TO MAIN AVENUE, TURN LEFT AND GO
 RD1954'SOUTH ON MAIN AVENUE FOR 1 BLOCK TO THIRD STREET, TURN RIGHT AND
 RD1954'GO WEST ON THIRD STREET AND THE HIGHWAY TO NETARTS AND OCEANSIDE
 RD1954'FOR 1.8 MILES TO THOMLINSON ROAD ON THE RIGHT, ALSO A PRIVATE
 RD1954'DRIVEWAY ON THE RIGHT, TURN RIGHT ONTO THE PRIVATE DRIVEWAY AND
 RD1954'GO SOUTH FOR 0.05 MILE TO MR. ANDERSONS HOUSE ON THE RIGHT AND
 RD1954'THE END OF TRUCK TRAVEL.  FROM HERE PACK SOUTH, PASSING SOME
 RD1954'RABBIT HUTCHES, FOR ABOUT 300 FEET TO AN UNPAINTED SHOP, PASS
 RD1954'TO THE LEFT OF THE SHOP AND CONTINUE SOUTH ON AN OLD TRAIL,
 RD1954'GAINING VERY LITTLE ELEVATION, FOR ABOUT 300 FEET TO THE
 RD1954'STATION.
 RD1954
 RD1954                          STATION RECOVERY (1970)
 RD1954
 RD1954'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1970
 RD1954'STATION AND RMS RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS
 RD1954'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2509 ***********************************************************************
 QE2509  DESIGNATION -  ET
 QE2509  PID         -  QE2509
 QE2509  STATE/COUNTY-  OR/LINCOLN
 QE2509  USGS QUAD   -  NEWPORT SOUTH (1984)
 QE2509
 QE2509                         *CURRENT SURVEY CONTROL
 QE2509  ___________________________________________________________________
 QE2509* NAD 83(1991)-  44 35 22.38170(N)    124 01 01.46747(W)     ADJUSTED  
 QE2509* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 QE2509  ___________________________________________________________________
 QE2509  LAPLACE CORR-          15.57  (seconds)                    DEFLEC99
 QE2509  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 QE2509  HORZ ORDER  -  THIRD
 QE2509
 QE2509.The horizontal coordinates were established by classical geodetic methods
 QE2509.and adjusted by the National Geodetic Survey in October 1991.
 QE2509
 QE2509.The orthometric height was scaled from a topographic map.
 QE2509
 QE2509.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2509
 QE2509.The geoid height was determined by GEOID03.
 QE2509
 QE2509;                    North         East     Units Scale Factor Converg.
 QE2509;SPC OR N     -   108,630.754 2,220,820.578   MT  0.99994533   -2 29 39.3
 QE2509;SPC OR N     -   356,400.11  7,286,156.75   iFT  0.99994533   -2 29 39.3
 QE2509;UTM  10      - 4,937,859.362   419,268.675   MT  0.99968015   -0 42 50.6
 QE2509
 QE2509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2509!SPC OR N     -   1.00000340  x   0.99994533  =   0.99994873
 QE2509!UTM  10      -   1.00000340  x   0.99968015  =   0.99968354
 QE2509
 QE2509:                Primary Azimuth Mark                     Grid Az
 QE2509:SPC OR N     -  WATER                                    203 47 14.9
 QE2509:UTM  10      -  WATER                                    202 00 26.2
 QE2509
 QE2509|---------------------------------------------------------------------|
 QE2509| PID    Reference Object                     Distance      Geod. Az  |
 QE2509|                                                           dddmmss.s |
 QE2509| QE2499 WATER                               463.557 METERS 2011735.6 |
 QE2509| QE2502 LOG                                 453.292 METERS 3295709.4 |
 QE2509|---------------------------------------------------------------------|
 QE2509
 QE2509                          SUPERSEDED SURVEY CONTROL
 QE2509
 QE2509  NAD 83(1986)-  44 35 22.42217(N)    124 01 01.52134(W) AD(       ) 3
 QE2509  NAD 27      -  44 35 23.01600(N)    124 00 57.12100(W) AD(       ) 3
 QE2509
 QE2509.Superseded values are not recommended for survey control.
 QE2509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2509.See file dsdata.txt to determine how the superseded data were derived.
 QE2509
 QE2509_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ1926937859(NAD 83)
 QE2509_MARKER: Z = SEE DESCRIPTION
 QE2509_SETTING: 0 = UNSPECIFIED SETTING
 QE2509_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE2509
 QE2509  HISTORY     - Date     Condition        Report By
 QE2509  HISTORY     - 1914     MONUMENTED       CGS
 QE2509  HISTORY     - 1934     SEE DESCRIPTION  CGS
 QE2509  HISTORY     - 1953     SEE DESCRIPTION  CGS
 QE2509
 QE2509                          STATION DESCRIPTION
 QE2509
 QE2509'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (JWM)
 QE2509'STATION IS ON THE EXTREME END OF A SHARP WOODED POINT, WHERE THE
 QE2509'ONEATTA SAWMILL WAS FORMERLY LOCATED, JUST ABOVE HIGH WATER.
 QE2509'
 QE2509'THE STATION IS MARKED BY A BOTTLE SET 3 FEET BELOW THE SURFACE,
 QE2509'AND AT THE SURFACE BY A STANDARD DISK SET IN A CYLINDRICAL BED OF
 QE2509'CONCRETE 8 INCHES IN DIAMETER BY 2 FEET DEEP.
 QE2509'
 QE2509'THE REFERENCE MARK IS A STANDARD DISK SET IN CONCRETE.
 QE2509'
 QE2509'REFERENCE MARK IS 4.69 METERS E (MAGNETIC).
 QE2509
 QE2509                          STATION RECOVERY (1934)
 QE2509
 QE2509'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (LAM)
 QE2509'STATION RECOVERED.  ON THE E SHORE OF YAQUINA RIVER, ABOUT 1 MILE
 QE2509'UPSTREAM FROM YAQUINA TOWN, ON THE EXTREME END OF A SHARP WOODED
 QE2509'POINT, WHERE THE ONEATTA SAWMILL WAS FORMERLY SITUATED, AND JUST
 QE2509'ABOVE HIGH WATER.
 QE2509
 QE2509                          STATION RECOVERY (1953)
 QE2509
 QE2509'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (FAR)
 QE2509'LETTER OF COMMANDER FRED A. RIDDELL, DATED 7 JULY, 1953--
 QE2509'
 QE2509'THE STATION HAS BEEN DESTROYED.  A SEARCH WAS MADE FOR THE
 QE2509'SUBSURFACE MARK, BUT IT COULD NOT BE FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0739 ***********************************************************************
 NY0739  DESIGNATION -  EUCHRE
 NY0739  PID         -  NY0739
 NY0739  STATE/COUNTY-  OR/LAKE
 NY0739  USGS QUAD   -  COLEMAN HILLS (1984)
 NY0739
 NY0739                         *CURRENT SURVEY CONTROL
 NY0739  ___________________________________________________________________
 NY0739* NAD 83(1991)-  42 51 07.75169(N)    120 07 16.02867(W)     ADJUSTED  
 NY0739* NAVD 88     -      1610.3    (meters)    5283.     (feet)  VERTCON   
 NY0739  ___________________________________________________________________
 NY0739  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 NY0739  GEOID HEIGHT-         -20.27  (meters)                     GEOID03
 NY0739  HORZ ORDER  -  SECOND
 NY0739
 NY0739.The horizontal coordinates were established by classical geodetic methods
 NY0739.and adjusted by the National Geodetic Survey in October 1991.
 NY0739
 NY0739.The NAVD 88 height was computed by applying the VERTCON shift value to
 NY0739.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NY0739
 NY0739.The Laplace correction was computed from DEFLEC99 derived deflections.
 NY0739
 NY0739.The geoid height was determined by GEOID03.
 NY0739
 NY0739;                    North         East     Units Scale Factor Converg.
 NY0739;SPC OR S     -   131,756.777 1,530,965.387   MT  0.99990978   +0 15 33.2
 NY0739;SPC OR S     -   432,272.89  5,022,852.32   iFT  0.99990978   +0 15 33.2
 NY0739;UTM  10      - 4,748,417.737   735,222.233   MT  1.00028074   +1 57 31.9
 NY0739
 NY0739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NY0739!SPC OR S     -   0.99975070  x   0.99990978  =   0.99966050
 NY0739!UTM  10      -   0.99975070  x   1.00028074  =   1.00003137
 NY0739
 NY0739|---------------------------------------------------------------------|
 NY0739| PID    Reference Object                     Distance      Geod. Az  |
 NY0739|                                                           dddmmss.s |
 NY0739| CD6496 EUCHRE RM 1                           3.584 METERS 02502     |
 NY0739| CD6495 EUCHRE AZ MK                                       1120942.4 |
 NY0739| CD6497 EUCHRE RM 2                           5.147 METERS 12531     |
 NY0739|---------------------------------------------------------------------|
 NY0739
 NY0739                          SUPERSEDED SURVEY CONTROL
 NY0739
 NY0739  NAD 83(1986)-  42 51 07.76131(N)    120 07 16.02414(W) AD(       ) 2
 NY0739  NAD 27      -  42 51 08.20900(N)    120 07 12.16000(W) AD(       ) 2
 NY0739  NGVD 29 (07/19/86) 1609.1    (m)         5279.     (f) VERT ANG    3  
 NY0739
 NY0739.Superseded values are not recommended for survey control.
 NY0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0739.See file dsdata.txt to determine how the superseded data were derived.
 NY0739
 NY0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGN3522248418(NAD 83)
 NY0739_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NY0739_SETTING: 66 = SET IN ROCK OUTCROP
 NY0739_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 NY0739
 NY0739  HISTORY     - Date     Condition        Report By
 NY0739  HISTORY     - 1948     MONUMENTED       CGS
 NY0739
 NY0739                          STATION DESCRIPTION
 NY0739
 NY0739'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MTP)
 NY0739'STATION IS ON THE HIGHEST POINT OF EUCHRE BUTTE, A PROMINENT, ROCKY
 NY0739'BUTTE ABOUT 27 MILES NORTHEAST OF VALLEY FALLS, 24 MILES, AIRLINE,
 NY0739'NORTHEAST OF PAISLEY AND APPROXIMATELY 9 MILES SOUTHWEST OF
 NY0739'ALKALI LAKE.
 NY0739'
 NY0739'STATION IS MARKED BY A STANDARD DISK SET IN BEDROCK ON THE
 NY0739'HIGHEST POINT OF THE BUTTE, AND 8 FEET WEST OF A CAIRN.  IT IS
 NY0739'STAMPED EUCHRE 1948.
 NY0739'
 NY0739'REFERENCE MARK NO.1 IS A STANDARD DISK SET IN BEDROCK NEAR THE
 NY0739'ROCKY RIM OF THE BUTTE.  IT IS STAMPED EUCHRE NO 1 1948.
 NY0739'
 NY0739'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN BEDROCK NEAR
 NY0739'THE SOUTHEAST RIM OF ROCKS WHICH FORM A SMALL PEAK.  IT IS
 NY0739'STAMPED EUCHRE NO 2 1948.
 NY0739'
 NY0739'THE AZIMUTH MARK IS A U.S. GLO MARKER PROJECTING 18 INCHES ABOVE
 NY0739'THE ROAD SURFACE.  IT IS A 2 INCH BRONZE TABLET BRAZED TO A 2 INCH
 NY0739'IRON PIPE, 12 FEET SOUTHEAST OF THE TRACK ROAD LEADING TO THE
 NY0739'STATION.  IT IS STAMPED 1/4 S27 OVER S34 1941.
 NY0739'
 NY0739'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY NO. 395
 NY0739'AND STATE HIGHWAY NO. 31 IN VALLEY FALLS, GO NORTHEASTERLY ON
 NY0739'U.S. HIGHWAY NO. 395 FOR 37 MILES TO MILE POST NO.53, CONTINUE 0.4
 NY0739'MILE TO TRACK ROAD LEFT, GO LEFT FOR 2.4 MILES TO SIDE ROAD
 NY0739'LEFT.  TURN LEFT, GOING 0.3 MILE TO SIDE ROAD LEFT.  TURN LEFT,
 NY0739'GOING 4.35 MILES TO INTERSECTION, HERE KEEP STRAIGHT AHEAD FOR
 NY0739'4.3 MILES TO AZIMUTH MARK ON LEFT SIDE OF ROAD, CONTINUE AHEAD
 NY0739'ABOUT 0.4 MILE TO SUMMIT OF LOW RIDGE, THENCE RIGHT ACROSS
 NY0739'COUNTRY TO BASE OF BUTTE.  PACK TO HIGHEST POINT OF BUTTE AND
 NY0739'STATION SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AC7323 ***********************************************************************
 AC7323  SACS        -  This is a Secondary Airport Control Station.
 AC7323  DESIGNATION -  EUG C
 AC7323  PID         -  AC7323
 AC7323  STATE/COUNTY-  OR/LANE
 AC7323  USGS QUAD   -  JUNCTION CITY (1986)
 AC7323
 AC7323                         *CURRENT SURVEY CONTROL
 AC7323  ___________________________________________________________________
 AC7323* NAD 83(2007)-  44 07 43.08115(N)    123 13 14.41943(W)     ADJUSTED  
 AC7323* NAVD 88     -       109.72   (meters)     360.0    (feet)  GPS OBS   
 AC7323  ___________________________________________________________________
 AC7323  EPOCH DATE  -        2007.00
 AC7323  X           -  -2,512,289.215 (meters)                     COMP
 AC7323  Y           -  -3,836,158.834 (meters)                     COMP
 AC7323  Z           -   4,418,422.249 (meters)                     COMP
 AC7323  LAPLACE CORR-          -3.90  (seconds)                    DEFLEC99
 AC7323  ELLIP HEIGHT-          86.624 (meters)          (02/10/07) ADJUSTED
 AC7323  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 AC7323
 AC7323  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AC7323  Type    PID    Designation                      North   East  Ellip
 AC7323  -------------------------------------------------------------------
 AC7323  NETWORK AC7323 EUG C                             0.69   0.47   2.02
 AC7323  -------------------------------------------------------------------
 AC7323
 AC7323.This mark is at Mahlon Sweet Field Airport (EUG)
 AC7323
 AC7323.The horizontal coordinates were established by GPS observations
 AC7323.and adjusted by the National Geodetic Survey in February 2007.
 AC7323
 AC7323.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AC7323.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AC7323.The horizontal coordinates are valid at the epoch date displayed above.
 AC7323.The epoch date for horizontal control is a decimal equivalence
 AC7323.of Year/Month/Day.
 AC7323
 AC7323.The orthometric height was determined by GPS observations and a
 AC7323.high-resolution geoid model.
 AC7323
 AC7323.GPS derived orthometric heights for airport stations designated as
 AC7323.PACS or SACS are published to 2 decimal places.  This maintains
 AC7323.centimeter relative accuracy between the PACS and SACS.  It does
 AC7323.not indicate centimeter accuracy relative to other marks which are
 AC7323.part of the NAVD 88 network.
 AC7323
 AC7323.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7323
 AC7323.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7323
 AC7323.The ellipsoidal height was determined by GPS observations
 AC7323.and is referenced to NAD 83.
 AC7323
 AC7323.The geoid height was determined by GEOID03.
 AC7323
 AC7323;                    North         East     Units Scale Factor Converg.
 AC7323;SPC OR S     -   277,033.531 1,282,287.886   MT  1.00003524   -1 51 40.8
 AC7323;SPC OR S     -   908,902.66  4,206,981.25   iFT  1.00003524   -1 51 40.8
 AC7323;UTM  10      - 4,886,183.730   482,346.081   MT  0.99960383   -0 09 13.1
 AC7323
 AC7323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7323!SPC OR S     -   0.99998642  x   1.00003524  =   1.00002166
 AC7323!UTM  10      -   0.99998642  x   0.99960383  =   0.99959025
 AC7323
 AC7323                          SUPERSEDED SURVEY CONTROL
 AC7323
 AC7323  NAD 83(1998)-  44 07 43.07871(N)    123 13 14.42107(W) AD(       ) 1
 AC7323  ELLIP H (07/02/01)   86.662  (m)                       GP(       ) 3 2
 AC7323  NAD 83(1998)-  44 07 43.07869(N)    123 13 14.42109(W) AD(       ) 1
 AC7323  ELLIP H (07/02/97)   86.665  (m)                       GP(       ) 3 1
 AC7323
 AC7323.Superseded values are not recommended for survey control.
 AC7323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7323.See file dsdata.txt to determine how the superseded data were derived.
 AC7323
 AC7323_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP8234686184(NAD 83)
 AC7323_MARKER: DD = SURVEY DISK
 AC7323_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AC7323_SP_SET: FOOTING
 AC7323_STAMPING: EUG C 1993
 AC7323_MARK LOGO: NOS   
 AC7323_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7323+STABILITY: SURFACE MOTION
 AC7323_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7323+SATELLITE: SATELLITE OBSERVATIONS - October 14, 1997
 AC7323
 AC7323  HISTORY     - Date     Condition        Report By
 AC7323  HISTORY     - 1993     MONUMENTED       NOS
 AC7323  HISTORY     - 19960831 GOOD             CHANCE
 AC7323  HISTORY     - 19971014 GOOD             NGS
 AC7323
 AC7323                          STATION DESCRIPTION
 AC7323
 AC7323'DESCRIBED BY NATIONAL OCEAN SERVICE 1993 (HSK)
 AC7323'THE STATION IS LOCATED ON THE AIRPORT WEST RUNWAY 16-34 AND
 AC7323'APPROXIMATELY 1500 FT (457.2 M) SOUTH OF THE GLIDE SLOPE 16 SITE. THE
 AC7323'STATION IS 193.6 FT (59.0 M) NORTH OF AN EAST/WEST GRAVEL ROAD
 AC7323'CENTERLINE, 15 FT (4.6 M) WEST OF A NORTH/SOUTH GRAVEL ROAD
 AC7323'CENTERLINE, AND SET FLUSH IN A DRILL HOLE IN THE NORTHWEST CORNER OF A
 AC7323'4 FT (1.2 M) X 4 FT (1.2 M) CONCRETE PAD WITH MANHOLE COVER.  THE
 AC7323'STATION IS 343.1 FT (104.6 M) WEST OF THE 5TH RUNWAY LIGHT NORTH OF
 AC7323'THE INTERSECTION RUNWAY 16-34 AND A CLOSED EAST/WEST TAXIWAY, AND
 AC7323'378.7 FT (115.4 M) NORTHWEST OF THE 4TH RUNWAY LIGHT.  THE STATION IS
 AC7323'A STANDARD NATIONAL OCEAN SERVICE DISK STAMPED---EUG C 1993---.
 AC7323
 AC7323                          STATION RECOVERY (1996)
 AC7323
 AC7323'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 AC7323'THE STATION IS LOCATED ABOUT 8.5 MILES (13.7 KM) WEST OF INTERSTATE 5,
 AC7323'8 MILES (12.9 KM) NORTHWEST OF EUGENE AND 7 MILES (11.3 KM) SOUTH OF
 AC7323'JUNCTION CITY AT MAHLON SWEET FIELD, MIKE KOONTZ - AIRPORT MANAGER,
 AC7323'PHONE 503-687-5430  TO REACH THE STATION FROM THE JUNCTION OF STATE
 AC7323'HIGHWAY 99 AND BELT LINE HIGHWAY NORTHWEST OF EUGENE, PROCEED
 AC7323'NORTHWEST ON ON SH 99 1.4 MILES (2.3 KM) TO AIRPORT ROAD, TURN LEFT
 AC7323'AND PROCEED WEST ON AIRPORT ROAD 1.35 MILES (2.17 KM) TO GREENHILL
 AC7323'ROAD , TURN RIGHT AND PROCEED NORTH ON GREENHILL RD TO LOCKHEED DRIVE,
 AC7323'TURN LEFT AND PROCEED WEST ON LOCKHEED DR 0.1 MILES (0.2 KM) TO A
 AC7323'DRIVEWAY EAST OF THE ADMINISTRATION BUILDING, TURN RIGHT AND PROCEED
 AC7323'NORTH 200 FT (61.0 M) TO GATE NO.  70, OBTAIN PERMISSION, CONTINUE
 AC7323'NORTH THROUGH THE GATE 200 FT (61.0 M) THEN TURN LEFT BETWEEN THE
 AC7323'HANGARS, PROCEED WEST 0.1 MILES (0.2 KM) TO THE RAMP, TURN LEFT AND
 AC7323'PROCEED SOUTH 0.05 MILES (0.08 KM) TO A SMALL TOWER, TURN RIGHT AND
 AC7323'PROCEED WEST ON TAXIWAY E 0.15 MILES (0.24 KM) TO THE JUNCTION WITH
 AC7323'TAXIWAY A, TURN RIGHT AND PROCEED NORTH ON TAXIWAY A 0.25 MILES (0.40
 AC7323'KM) TO TAXIWAY A4, TURN LEFT AND FOLLOW TAXIWAY A4 0.2 MILES (0.3 KM)
 AC7323'ACROSS RUNWAY 16-34 TO AN ABANDONED TAXIWAY, TURN RIGHT AND PROCEED
 AC7323'NORTH ON THE WEST EDGE OF RUNWAY 16-34 0.15 MILES (0.24 KM) TO THE
 AC7323'STATION ON THE LEFT 110 M (360.9 FT) WEST OF THE RUNWAY IN THE TOP OF
 AC7323'A CONCRETE DRAIN INLET STRUCTURE  THE STATION IS A STANDARD NATIONAL
 AC7323'OCEAN SERVICE SURVEY DISK SET IN THE TOP OF A CONCRETE DRAIN INLET
 AC7323'STRUCTURE, SET FLUSH WITH THE GROUND.  THE STATION IS LOCATED 10.95 M
 AC7323'(35.93 FT) SOUTHEAST OF THE CENTER OF A CONCRETE UTILITY BOX COVER,
 AC7323'4.4 M (14.4 FT) WEST OF THE CENTERLINE OF A DIRT TRACK, 59.0 M (193.6
 AC7323'FT) NORTHWEST OF THE CENTERLINE-CENTERLINE INTERSECTION OF THE TWO
 AC7323'DIRT TRACKS, 115.9 M (380.2 FT) NORTHEAST OF A CORNER IN THE PERIMETER
 AC7323'FENCE, 115.4 M (378.6 FT) WEST OF THE 4TH RUNWAY LIGHT NORTH OF THE
 AC7323'ABANDONED TAXIWAY, 104.6 M (343.2 FT) SOUTHWEST OF THE 5TH RUNWAY
 AC7323'LIGHT NORTH OF THE ABANDONED TAXIWAY  THE STATION IS DESIGNATED AS A
 AC7323'SECONDARY AIRPORT CONTROL STATION (SACS) - OREGON ANA SURVEYS 1996
 AC7323
 AC7323                          STATION RECOVERY (1997)
 AC7323
 AC7323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AC7323'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  OWNERSHIP--CITY OF
 AC7323'EUGENE, 28855 LOCKHEED DRIVE, EUGENE, OR 97402.  THE CONTACT IS MIKE
 AC7323'COONTZ, OPERATIONS ANALYST.  THE PHONE NUMBER IS (541) 682-5044.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AD9161 ***********************************************************************
 AD9161  PACS        -  This is a Primary Airport Control Station.
 AD9161  DESIGNATION -  EUG D
 AD9161  PID         -  AD9161
 AD9161  STATE/COUNTY-  OR/LANE
 AD9161  USGS QUAD   -  EUGENE WEST (1986)
 AD9161
 AD9161                         *CURRENT SURVEY CONTROL
 AD9161  ___________________________________________________________________
 AD9161* NAD 83(2007)-  44 07 18.71595(N)    123 13 11.67947(W)     ADJUSTED  
 AD9161* NAVD 88     -       110.84   (meters)     363.6    (feet)  GPS OBS   
 AD9161  ___________________________________________________________________
 AD9161  EPOCH DATE  -        2007.00
 AD9161  X           -  -2,512,525.549 (meters)                     COMP
 AD9161  Y           -  -3,836,630.903 (meters)                     COMP
 AD9161  Z           -   4,417,883.191 (meters)                     COMP
 AD9161  LAPLACE CORR-          -3.81  (seconds)                    DEFLEC99
 AD9161  ELLIP HEIGHT-          87.738 (meters)          (02/10/07) ADJUSTED
 AD9161  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 AD9161
 AD9161  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AD9161  Type    PID    Designation                      North   East  Ellip
 AD9161  -------------------------------------------------------------------
 AD9161  NETWORK AD9161 EUG D                             0.67   0.43   2.00
 AD9161  -------------------------------------------------------------------
 AD9161
 AD9161.This mark is at Mahlon Sweet Field Airport (EUG)
 AD9161
 AD9161.The horizontal coordinates were established by GPS observations
 AD9161.and adjusted by the National Geodetic Survey in February 2007.
 AD9161
 AD9161.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AD9161.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AD9161.The horizontal coordinates are valid at the epoch date displayed above.
 AD9161.The epoch date for horizontal control is a decimal equivalence
 AD9161.of Year/Month/Day.
 AD9161
 AD9161.The orthometric height was determined by GPS observations and a
 AD9161.high-resolution geoid model.
 AD9161
 AD9161.GPS derived orthometric heights for airport stations designated as
 AD9161.PACS or SACS are published to 2 decimal places.  This maintains
 AD9161.centimeter relative accuracy between the PACS and SACS.  It does
 AD9161.not indicate centimeter accuracy relative to other marks which are
 AD9161.part of the NAVD 88 network.
 AD9161
 AD9161.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9161
 AD9161.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9161
 AD9161.The ellipsoidal height was determined by GPS observations
 AD9161.and is referenced to NAD 83.
 AD9161
 AD9161.The geoid height was determined by GEOID03.
 AD9161
 AD9161;                    North         East     Units Scale Factor Converg.
 AD9161;SPC OR S     -   276,279.887 1,282,324.348   MT  1.00003326   -1 51 39.0
 AD9161;SPC OR S     -   906,430.08  4,207,100.88   iFT  1.00003326   -1 51 39.0
 AD9161;UTM  10      - 4,885,431.831   482,404.961   MT  0.99960381   -0 09 11.2
 AD9161
 AD9161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9161!SPC OR S     -   0.99998624  x   1.00003326  =   1.00001950
 AD9161!UTM  10      -   0.99998624  x   0.99960381  =   0.99959006
 AD9161
 AD9161                          SUPERSEDED SURVEY CONTROL
 AD9161
 AD9161  NAD 83(1998)-  44 07 18.71355(N)    123 13 11.68107(W) AD(       ) B
 AD9161  ELLIP H (07/02/01)   87.775  (m)                       GP(       ) 3 2
 AD9161  NAD 83(1998)-  44 07 18.71353(N)    123 13 11.68109(W) AD(       ) B
 AD9161  ELLIP H (07/02/97)   87.777  (m)                       GP(       ) 3 1
 AD9161
 AD9161.Superseded values are not recommended for survey control.
 AD9161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9161.See file dsdata.txt to determine how the superseded data were derived.
 AD9161
 AD9161_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP8240585432(NAD 83)
 AD9161_MARKER: I = METAL ROD
 AD9161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9161_STAMPING: EUG D 1996
 AD9161_MARK LOGO: NGS   
 AD9161_PROJECTION: FLUSH
 AD9161_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9161_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD9161_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9161+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2003
 AD9161_ROD/PIPE-DEPTH: 38.4 meters
 AD9161_SLEEVE-DEPTH  : 0.9 meters
 AD9161
 AD9161  HISTORY     - Date     Condition        Report By
 AD9161  HISTORY     - 1996     MONUMENTED       CHANCE
 AD9161  HISTORY     - 19971014 GOOD             NGS
 AD9161  HISTORY     - 20030205 GOOD             WHPACI
 AD9161
 AD9161                          STATION DESCRIPTION
 AD9161
 AD9161'DESCRIBED BY JE CHANCE AND ASSOCIATES 1996 (SDC)
 AD9161'THE STATION IS LOCATED ABOUT 8.5 MILES (13.7 KM) WEST OF INTERSTATE 5,
 AD9161'8 MILES (12.9 KM) NORTHWEST OF EUGENE AND 7 MILES (11.3 KM) SOUTH OF
 AD9161'JUNCTION CITY AT MAHLON SWEET FIELD, MIKE KOONTZ - AIRPORT MANAGER,
 AD9161'PHONE 503-687-5430  TO REACH THE STATION FROM THE JUNCTION OF STATE
 AD9161'HIGHWAY 99 AND BELT LINE HIGHWAY NORTHWEST OF EUGENE, PROCEED
 AD9161'NORTHWEST ON ON SH 99 1.4 MILES (2.3 KM) TO AIRPORT ROAD, TURN LEFT
 AD9161'AND PROCEED WEST ON AIRPORT ROAD 1.35 MILES (2.17 KM) TO GREENHILL
 AD9161'ROAD , TURN RIGHT AND PROCEED NORTH ON GREENHILL RD TO LOCKHEED DRIVE,
 AD9161'TURN LEFT AND PROCEED WEST ON LOCKHEED DR 0.1 MILES (0.2 KM) TO A
 AD9161'DRIVEWAY EAST OF THE ADMINISTRATION BUILDING, TURN RIGHT AND PROCEED
 AD9161'NORTH 200 FT (61.0 M) TO GATE NO.  70, OBTAIN PERMISSION, CONTINUE
 AD9161'NORTH THROUGH THE GATE 200 FT (61.0 M) THEN TURN LEFT BETWEEN THE
 AD9161'HANGARS, PROCEED WEST 0.1 MILES (0.2 KM) TO THE RAMP, TURN LEFT AND
 AD9161'PROCEED SOUTH 0.05 MILES (0.08 KM) TO A SMALL TOWER, TURN RIGHT AND
 AD9161'PROCEED WEST ON TAXIWAY E 0.15 MILES (0.24 KM) TO THE JUNCTION WITH
 AD9161'TAXIWAY A, CONTINUE WEST ON TAXIWAY A5 0.1 MILES (0.2 KM) ACROSS THE
 AD9161'INTERSECTION OF RUNWAYS, ON TO AN ABANDONED RUNWAY LEADING NORTHWEST,
 AD9161'PROCEED NORTHWEST 0.05 MILES (0.08 KM) ALONG THE NORTHERN EDGE OF THE
 AD9161'ABANDONED RUNWAY TO THE STATION ON THE RIGHT  THE STATION IS THE TOP
 AD9161'CENTER OF A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 38.4 M
 AD9161'(126.0 FT) RECESSED 10 CM BELOW THE GROUND IN A 2.5 CM DIA GREASE
 AD9161'FILLED FINNED PLASTIC SLEEVE 90 CM LONG ENCASED IN A 12.7 CM DIA PVC
 AD9161'PIPE WITH AN NGS LOGO CAP SURROUNDED BY CONCRETE.  THE LOGO CAP AND
 AD9161'CONCRETE ARE SET FLUSH WITH THE GROUND. THE STATION IS LOCATED 10.7 M
 AD9161'(35.1 FT) EAST OF THE NORTH END OF A PERPENDICULAR CUT ACROSS THE
 AD9161'RUNWAY, 12.8 M (42.0 FT) NORTHWEST OF THE CENTER OF AN ABANDONED
 AD9161'RUNWAY LIGHT BASE, 42.95 M (140.91 FT) EAST OF THE SOUTHWEST END OF A
 AD9161'-HOLD SHORT- SIGN, 3.6 M (11.8 FT) NORTH OF THE NORTHERN EDGE OF THE
 AD9161'ABANDONED RUNWAY AND 53.75 M (176.34 FT) WEST OF THE FIRST RUNWAY
 AD9161'LIGHT NORTH OF THE ABANDONED RUNWAY  THE STATION IS DESIGNATED AS A
 AD9161'PRIMARY AIRPORT CONTROL STATION (PACS) - OREGON ANA SURVEYS 1996
 AD9161
 AD9161                          STATION RECOVERY (1997)
 AD9161
 AD9161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AD9161'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  THE STABILITY CODE
 AD9161'SHOULD BE A B FOR THIS TYPE OF A MARK WITH A 1-METER SLEEVE.
 AD9161'OWNERSHIP--CITY OF EUGENE, 28855 LOCKHEED DRIVE, EUGENE, OR 97402.
 AD9161'CONTACT IS MIKE COONTZ, OPERATIONS ANALYST.  THE PHONE NUMBER IS (541)
 AD9161'682-5044.
 AD9161
 AD9161                          STATION RECOVERY (2003)
 AD9161
 AD9161'RECOVERY NOTE BY W + H PACIFIC, INCORPORATED 2003 (SJG)
 AD9161'RECOVERED NOTE BY WH PACIFIC, FEBRUARY 2003 RECOVERED IN GOOD
 AD9161'CONDITION
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AD9162 ***********************************************************************
 AD9162  SACS        -  This is a Secondary Airport Control Station.
 AD9162  DESIGNATION -  EUG E
 AD9162  PID         -  AD9162
 AD9162  STATE/COUNTY-  OR/LANE
 AD9162  USGS QUAD   -  JUNCTION CITY (1986)
 AD9162
 AD9162                         *CURRENT SURVEY CONTROL
 AD9162  ___________________________________________________________________
 AD9162* NAD 83(2007)-  44 07 32.32947(N)    123 12 37.17546(W)     ADJUSTED  
 AD9162* NAVD 88     -       110.49   (meters)     362.5    (feet)  GPS OBS   
 AD9162  ___________________________________________________________________
 AD9162  EPOCH DATE  -        2007.00
 AD9162  X           -  -2,511,723.351 (meters)                     COMP
 AD9162  Y           -  -3,836,806.168 (meters)                     COMP
 AD9162  Z           -   4,418,184.566 (meters)                     COMP
 AD9162  LAPLACE CORR-          -3.70  (seconds)                    DEFLEC99
 AD9162  ELLIP HEIGHT-          87.375 (meters)          (02/10/07) ADJUSTED
 AD9162  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 AD9162
 AD9162  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AD9162  Type    PID    Designation                      North   East  Ellip
 AD9162  -------------------------------------------------------------------
 AD9162  NETWORK AD9162 EUG E                             0.69   0.45   2.02
 AD9162  -------------------------------------------------------------------
 AD9162
 AD9162.This mark is at Mahlon Sweet Field Airport (EUG)
 AD9162
 AD9162.The horizontal coordinates were established by GPS observations
 AD9162.and adjusted by the National Geodetic Survey in February 2007.
 AD9162
 AD9162.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AD9162.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AD9162.The horizontal coordinates are valid at the epoch date displayed above.
 AD9162.The epoch date for horizontal control is a decimal equivalence
 AD9162.of Year/Month/Day.
 AD9162
 AD9162.The orthometric height was determined by GPS observations and a
 AD9162.high-resolution geoid model.
 AD9162
 AD9162.GPS derived orthometric heights for airport stations designated as
 AD9162.PACS or SACS are published to 2 decimal places.  This maintains
 AD9162.centimeter relative accuracy between the PACS and SACS.  It does
 AD9162.not indicate centimeter accuracy relative to other marks which are
 AD9162.part of the NAVD 88 network.
 AD9162
 AD9162.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9162
 AD9162.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9162
 AD9162.The ellipsoidal height was determined by GPS observations
 AD9162.and is referenced to NAD 83.
 AD9162
 AD9162.The geoid height was determined by GEOID03.
 AD9162
 AD9162;                    North         East     Units Scale Factor Converg.
 AD9162;SPC OR S     -   276,674.997 1,283,104.724   MT  1.00003436   -1 51 15.3
 AD9162;SPC OR S     -   907,726.37  4,209,661.17   iFT  1.00003436   -1 51 15.3
 AD9162;UTM  10      - 4,885,849.842   483,172.884   MT  0.99960348   -0 08 47.2
 AD9162
 AD9162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9162!SPC OR S     -   0.99998630  x   1.00003436  =   1.00002066
 AD9162!UTM  10      -   0.99998630  x   0.99960348  =   0.99958978
 AD9162
 AD9162                          SUPERSEDED SURVEY CONTROL
 AD9162
 AD9162  NAD 83(1998)-  44 07 32.32707(N)    123 12 37.17708(W) AD(       ) 1
 AD9162  ELLIP H (07/02/01)   87.411  (m)                       GP(       ) 3 2
 AD9162  NAD 83(1998)-  44 07 32.32705(N)    123 12 37.17710(W) AD(       ) 1
 AD9162  ELLIP H (07/02/97)   87.413  (m)                       GP(       ) 3 1
 AD9162
 AD9162.Superseded values are not recommended for survey control.
 AD9162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9162.See file dsdata.txt to determine how the superseded data were derived.
 AD9162
 AD9162_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP8317385850(NAD 83)
 AD9162_MARKER: DD = SURVEY DISK
 AD9162_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AD9162_STAMPING: EUG E 1996
 AD9162_MARK LOGO: NGS   
 AD9162_PROJECTION: FLUSH
 AD9162_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9162+STABILITY: SURFACE MOTION
 AD9162_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9162+SATELLITE: SATELLITE OBSERVATIONS - October 14, 1997
 AD9162_ROD/PIPE-DEPTH: 1.0  meters
 AD9162
 AD9162  HISTORY     - Date     Condition        Report By
 AD9162  HISTORY     - 1996     MONUMENTED       CHANCE
 AD9162  HISTORY     - 19971014 GOOD             NGS
 AD9162
 AD9162                          STATION DESCRIPTION
 AD9162
 AD9162'DESCRIBED BY JE CHANCE AND ASSOCIATES 1996 (SDC)
 AD9162'THE STATION IS LOCATED ABOUT 8.5 MILES (13.7 KM) WEST OF INTERSTATE 5,
 AD9162'8 MILES (12.9 KM) NORTHWEST OF EUGENE AND 7 MILES (11.3 KM) SOUTH OF
 AD9162'JUNCTION CITY AT MAHLON SWEET FIELD, MIKE KOONTZ - AIRPORT MANAGER,
 AD9162'PHONE 503-687-5430  TO REACH THE STATION FROM THE JUNCTION OF STATE
 AD9162'HIGHWAY 99 AND BELT LINE HIGHWAY NORTHWEST OF EUGENE, PROCEED
 AD9162'NORTHWEST ON ON SH 99 1.4 MILES (2.3 KM) TO AIRPORT ROAD, TURN LEFT
 AD9162'AND PROCEED WEST ON AIRPORT ROAD 1.35 MILES (2.17 KM) TO GREENHILL
 AD9162'ROAD , TURN RIGHT AND PROCEED NORTH ON GREENHILL RD TO LOCKHEED DRIVE,
 AD9162'TURN LEFT AND PROCEED WEST ON LOCKHEED DR 0.1 MILES (0.2 KM) TO A
 AD9162'DRIVEWAY EAST OF THE ADMINISTRATION BUILDING, TURN RIGHT AND PROCEED
 AD9162'NORTH 200 FT (61.0 M) TO GATE NO.  70, OBTAIN PERMISSION, CONTINUE
 AD9162'NORTH THROUGH THE GATE 200 FT (61.0 M) THEN TURN LEFT BETWEEN THE
 AD9162'HANGARS, PROCEED WEST 0.1 MILES (0.2 KM) TO THE RAMP, TURN RIGHT AND
 AD9162'PROCEED NORTHEAST ALONG THE RAMP 0.2 MILES (0.3 KM) TO THE NORTHERN
 AD9162'END OF THE RAMP, TURN LEFT AND PROCEED NORTHWEST 0.1 MILES (0.2 KM) TO
 AD9162'JUNCTION WITH TAXIWAY K AND TAXIWAY K1 AND THE STATION IN THE GRASS ON
 AD9162'THE NORTH SIDE OF THE INTERSECTION  THE STATION IS THE CENTER OF A 5
 AD9162'CM SURVEY DISK SET IN THE TOP OF A 1.0 M (3.3 FT) LONG FENO PIPE,
 AD9162'RECESSED 10 CM BELOW GROUND LEVEL AND ENCASED IN A 12.7 CM DIA PVC
 AD9162'PIPE WITH AN NGS LOGO CAP SURROUNDED BY CONCRETE.  THE LOGO CAP AND
 AD9162'CONCRETE ARE SET FLUSH WITH THE GROUND LEVEL.  THREE CIRCULAR ANCHOR
 AD9162'PRONGS EXTEND FROM THE BOTTOM OF THE PIPE.  THE STATION IS LOCATED 4.9
 AD9162'M (16.1 FT) EAST OF THE NORTHEAST END OF A TAXIWAY INFORMATION SIGN,
 AD9162'8.8 M (28.9 FT) WEST OF THE WESTERN EDGE OF THE RAMP, 19.9 M (65.3 FT)
 AD9162'NORTHEAST OF THE CENTERLINE OF TAXIWAY K1, 24.2 M (79.4 FT) SOUTH OF
 AD9162'THE CENTER OF A UTILITY MANHOLE COVER AND 42.5 M (139.4 FT) SOUTH OF
 AD9162'THE CENTER OF A RECTANGULAR DRAIN INLET  THE STATION IS DESIGNATED AS
 AD9162'A SECONDARY AIRPORT CONTROL STATION (SACS) - OREGON ANA SURVEYS 1996
 AD9162
 AD9162                          STATION RECOVERY (1997)
 AD9162
 AD9162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AD9162'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  OWNERSHIP--CITY OF
 AD9162'EUGENE, 28855 LOCKHEED DRIVE, EUGENE, OR 97402.  THE CONTACT IS MIKE
 AD9162'COONTZ, OPERATIONS ANALYST.  THE PHONE NUMBER IS (541) 682-5044.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0874 ***********************************************************************
 QE0874  DESIGNATION -  EUGENE AIRPORT
 QE0874  PID         -  QE0874
 QE0874  STATE/COUNTY-  OR/LANE
 QE0874  USGS QUAD   -  EUGENE EAST (1986)
 QE0874
 QE0874                         *CURRENT SURVEY CONTROL
 QE0874  ___________________________________________________________________
 QE0874* NAD 83(1986)-  44 02 13.     (N)    123 07 21.     (W)     SCALED    
 QE0874* NAVD 88     -       130.300  (meters)     427.49   (feet)  ADJUSTED  
 QE0874  ___________________________________________________________________
 QE0874  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 QE0874  DYNAMIC HT  -         130.282 (meters)     427.43  (feet)  COMP
 QE0874  MODELED GRAV-     980,478.7   (mgal)                       NAVD 88
 QE0874
 QE0874  VERT ORDER  -  FIRST     CLASS II
 QE0874
 QE0874.The horizontal coordinates were scaled from a topographic map and have
 QE0874.an estimated accuracy of +/- 6 seconds.
 QE0874
 QE0874.The orthometric height was determined by differential leveling
 QE0874.and adjusted in June 1991.
 QE0874
 QE0874.The geoid height was determined by GEOID03.
 QE0874
 QE0874.The dynamic height is computed by dividing the NAVD 88
 QE0874.geopotential number by the normal gravity value computed on the
 QE0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0874.degrees latitude (g = 980.6199 gals.).
 QE0874
 QE0874.The modeled gravity was interpolated from observed gravity values.
 QE0874
 QE0874;                    North         East    Units  Estimated Accuracy
 QE0874;SPC OR S     -   266,600.    1,289,820.      MT  (+/- 180 meters Scaled)
 QE0874
 QE0874                          SUPERSEDED SURVEY CONTROL
 QE0874
 QE0874  NGVD 29 (??/??/92)  129.20   (m)          423.9    (f) COMPUTED    1 2
 QE0874
 QE0874.Superseded values are not recommended for survey control.
 QE0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0874.See file dsdata.txt to determine how the superseded data were derived.
 QE0874
 QE0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP901759(NAD 83)
 QE0874_MARKER: DB = BENCH MARK DISK
 QE0874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0874_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0874_STAMPING: EUGENE AIRPORT 1943
 QE0874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0874+STABILITY: SURFACE MOTION
 QE0874
 QE0874  HISTORY     - Date     Condition        Report By
 QE0874  HISTORY     - 1943     MONUMENTED       CGS
 QE0874  HISTORY     - 1966     MARK NOT FOUND   NGS
 QE0874
 QE0874                          STATION DESCRIPTION
 QE0874
 QE0874'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 QE0874'2.3 MI SW FROM EUGENE.
 QE0874'THIS MARK IS ABOUT 2.3 MILES SOUTHWEST ALONG STREETS TO THE EUGENE
 QE0874'AIRPORT FROM THE POST OFFICE AT EUGENE, LANE COUNTY, SET NEAR THE
 QE0874'NORTHWEST CORNER OF THE HANGAR, 2.0 FEET WEST OF THE WEST SIDE, 10.0
 QE0874'FEET SOUTH OF THE NORTHWEST CORNER, 60.0 FEET EAST OF THE CENTER LINE
 QE0874'OF CHAMBERS STREET, PROJECTING ABOUT 4-INCHES ABOVE THE GROUND.
 QE0874
 QE0874                          STATION RECOVERY (1966)
 QE0874
 QE0874'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 QE0874'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2170 ***********************************************************************
 QE2170  DESIGNATION -  EUGENE AIRPORT BEACON 420
 QE2170  PID         -  QE2170
 QE2170  STATE/COUNTY-  OR/LANE
 QE2170  USGS QUAD   -  EUGENE EAST (1986)
 QE2170
 QE2170                         *CURRENT SURVEY CONTROL
 QE2170  ___________________________________________________________________
 QE2170* NAD 83(1991)-  44 02 07.31297(N)    123 07 03.33540(W)     ADJUSTED  
 QE2170* NAVD 88     -              **(meters)            **(feet)            
 QE2170  ___________________________________________________________________
 QE2170  LAPLACE CORR-          -3.16  (seconds)                    DEFLEC99
 QE2170  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 QE2170  HORZ ORDER  -  THIRD
 QE2170
 QE2170.The horizontal coordinates were established by classical geodetic methods
 QE2170.and adjusted by the National Geodetic Survey in October 1991.
 QE2170
 QE2170
 QE2170.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2170
 QE2170.The geoid height was determined by GEOID03.
 QE2170
 QE2170;                    North         East     Units Scale Factor Converg.
 QE2170;SPC OR S     -   266,412.003 1,290,209.798   MT  1.00000918   -1 47 27.0
 QE2170;SPC OR S     -   874,055.13  4,232,971.78   iFT  1.00000918   -1 47 27.0
 QE2170;UTM  10      - 4,875,807.455   490,577.674   MT  0.99960109   -0 04 54.3
 QE2170
 QE2170                          SUPERSEDED SURVEY CONTROL
 QE2170
 QE2170  NAD 83(1986)-  44 02 07.32782(N)    123 07 03.36179(W) AD(       ) 4
 QE2170  NAD 27      -  44 02 07.87800(N)    123 06 59.04400(W) AD(       ) 3
 QE2170
 QE2170.Superseded values are not recommended for survey control.
 QE2170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2170.See file dsdata.txt to determine how the superseded data were derived.
 QE2170
 QE2170_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP9057875807(NAD 83)
 QE2170
 QE2170  HISTORY     - Date     Condition        Report By
 QE2170  HISTORY     - 1940     MONUMENTED       CGS
 QE2170  HISTORY     - 1960     SEE DESCRIPTION  LOCSUR
 QE2170
 QE2170                          STATION DESCRIPTION
 QE2170
 QE2170'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 QE2170'AIRWAY BEACON NO.420 IS IN THE SOUTHWEST PART OF EUGENE AT THE
 QE2170'MUNICIPAL AIRPORT.  IT IS SOUTHWEST OF THE HANGAR ABOUT 50
 QE2170'YARDS.  THE FLASHING GREEN LIGHT WAS INTERSECTED.
 QE2170
 QE2170                          STATION RECOVERY (1960)
 QE2170
 QE2170'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1960 (VT)
 QE2170'BEACON REPORTED DESTROYED BY MR. VERLYN THOMAS OF H. G. CHICKERING,
 QE2170'CONSULTING PHOTOGRAMMETRIST, INC., 1190 7TH AVE. WEST, EUGENE,
 QE2170'OREGON.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2180 ***********************************************************************
 QE2180  DESIGNATION -  EUGENE ASTRO STA
 QE2180  PID         -  QE2180
 QE2180  STATE/COUNTY-  OR/LANE
 QE2180  USGS QUAD   -  EUGENE EAST (1986)
 QE2180
 QE2180                         *CURRENT SURVEY CONTROL
 QE2180  ___________________________________________________________________
 QE2180* NAD 83(1991)-  44 03 28.64778(N)    123 05 31.50942(W)     ADJUSTED  
 QE2180* NAVD 88     -       197.     (meters)     646.     (feet)  SCALED    
 QE2180  ___________________________________________________________________
 QE2180  LAPLACE CORR-          -2.62  (seconds)                    DEFLEC99
 QE2180  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 QE2180  HORZ ORDER  -  FIRST
 QE2180
 QE2180.The horizontal coordinates were established by classical geodetic methods
 QE2180.and adjusted by the National Geodetic Survey in October 1991.
 QE2180
 QE2180.The orthometric height was scaled from a topographic map.
 QE2180
 QE2180.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2180
 QE2180.The geoid height was determined by GEOID03.
 QE2180
 QE2180;                    North         East     Units Scale Factor Converg.
 QE2180;SPC OR S     -   268,857.626 1,292,331.136   MT  1.00001525   -1 46 24.1
 QE2180;SPC OR S     -   882,078.83  4,239,931.55   iFT  1.00001525   -1 46 24.1
 QE2180;UTM  10      - 4,878,314.231   492,624.281   MT  0.99960067   -0 03 50.5
 QE2180
 QE2180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2180!SPC OR S     -   0.99997274  x   1.00001525  =   0.99998799
 QE2180!UTM  10      -   0.99997274  x   0.99960067  =   0.99957342
 QE2180
 QE2180:                Primary Azimuth Mark                     Grid Az
 QE2180:SPC OR S     -  SPRINGFIELD METHODIST CHURCH             103 20 53.5
 QE2180:UTM  10      -  SPRINGFIELD METHODIST CHURCH             101 38 19.9
 QE2180
 QE2180|---------------------------------------------------------------------|
 QE2180| PID    Reference Object                     Distance      Geod. Az  |
 QE2180|                                                           dddmmss.s |
 QE2180| QE2161 SPRINGFIELD METHODIST CHURCH        APPROX. 5.6 KM 1013429.4 |
 QE2180| QE2169 SPRINGFIELD CHRISTIAN CHURCH        APPROX. 5.9 KM 1014640.3 |
 QE2180| QE2177 EUGENE DEADY HALL WEST TOWER        APPROX. 1.8 KM 1353352.8 |
 QE2180| QE2172 EUGENE PATTERSON SCHOOL SPIRE       APPROX. 1.6 KM 1444358.5 |
 QE2180| QE2166 EUGENE UNITED BRETHREN CHURCH       APPROX. 1.3 KM 1530133.0 |
 QE2180| QE2179 EUGENE BAPTIST CHURCH SPIRE         APPROX. 0.8 KM 1643002.5 |
 QE2180| QE2176 EUGENE COURTHOUSE FLAGPOLE          APPROX. 0.7 KM 1722933.9 |
 QE2180| PC0920 SPENCER                             APPROX. 8.3 KM 1815752.0 |
 QE2180| QE2174 EUGENE METHODIST CHURCH SPIRE       APPROX. 1.0 KM 1834624.0 |
 QE2180| QE2164 EUGENE W O W HALL SPIRE             APPROX. 0.9 KM 2072539.1 |
 QE2180| QE2171 EUGENE GEARY SCHOOL SPIRE           APPROX. 1.0 KM 2552258.0 |
 QE2180|---------------------------------------------------------------------|
 QE2180
 QE2180                          SUPERSEDED SURVEY CONTROL
 QE2180
 QE2180  NAD 83(1986)-  44 03 28.66282(N)    123 05 31.53580(W) AD(       ) 1
 QE2180  NAD 27      -  44 03 29.21600(N)    123 05 27.22200(W) AD(       ) 1
 QE2180
 QE2180.Superseded values are not recommended for survey control.
 QE2180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2180.See file dsdata.txt to determine how the superseded data were derived.
 QE2180
 QE2180_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP9262478314(NAD 83)
 QE2180
 QE2180  HISTORY     - Date     Condition        Report By
 QE2180  HISTORY     - 1894     MONUMENTED       CGS
 QE2180  HISTORY     - 1908     SEE DESCRIPTION  CGS
 QE2180  HISTORY     - 1940     SEE DESCRIPTION  ORGS
 QE2180
 QE2180                          STATION DESCRIPTION
 QE2180
 QE2180'DESCRIBED BY COAST AND GEODETIC SURVEY 1908
 QE2180'THIS STATION IS IDENTICAL WITH THE U.S. GEOLOGICAL SURVEY
 QE2180'STATION.  IT IS ON THE EAST END OF SKINNER BUTTE, NEAR EUGENE,
 QE2180'JUST ABOVE THE RESERVOIR AND NORTH OF THE RAILROAD STATION, ON
 QE2180'THE SITE OF THE OLD OBSERVATORY OF THE UNIVERSITY OF OREGON.  IT
 QE2180'WAS LEARNED IN 1908 THAT THE LAND WAS TO BE CONVERTED INTO A
 QE2180'PARK AND THAT THE STATION WOULD BE DEMOLISHED, SO TWO MARBLE
 QE2180'REFERENCE STONES, PROJECTING 2 INCHES ABOVE THE SURFACE AND
 QE2180'BEARING ON THE TOP THE LETTERS U.S. WITH A CROSS BETWEEN, WERE
 QE2180'SET TO PRESERVE THE STATION.  THE FIRST, 5 BY 5 BY 18 INCHES,
 QE2180'IS 18.29 METERS (60.0 FEET) FROM THE STATION IN AZIMUTH 119 DEG
 QE2180'59 MIN, AND THE SECOND, 4 BY 7 BY 14 INCHES, IS ON THE
 QE2180'SOUTH BROW OF THE HILL 12.21 METERS (40.1 FEET) FROM THE STATION
 QE2180'IN AZIMUTH 52 DEG 47 MIN.  THE DISTANCE BETWEEN THESE MARKS IS
 QE2180'17.62 METERS (57.8 FEET).  FROM THE FIRST REFERENCE MARK THE
 QE2180'PATTERSON SCHOOL SPIRE IS IN AZIMUTH 315 DEG 28 MIN AND THE
 QE2180'HUMPHREY MEMORIAL METHODIST CHURCH SPIRE IS IN AZIMUTH 353
 QE2180'DEG 53 MIN.  A LARGE CONCRETE 0 ON THE BROW OF THE HILL
 QE2180'OVERLOOKING THE RAILROAD STATION IS IN AZIMUTH 2 DEG FROM
 QE2180'THE STATION.
 QE2180
 QE2180                          STATION RECOVERY (1940)
 QE2180
 QE2180'RECOVERY NOTE BY OREGON GEODETIC SURVEY 1940
 QE2180'STATION IS NOT NEAR EUGENE BUT IN EUGENE IN A CITY PARK.  IT IS
 QE2180'JUST ABOVE AND WEST OF ONE RESERVOIR AND EAST OF AND BELOW
 QE2180'ANOTHER RESERVOIR.  RESERVOIRS NOT IN USE IN 1940.
 QE2180'
 QE2180'TO REACH, DRIVE NORTH ON PEARL STREET TO INTERSECTION WITH THIRD
 QE2180'AVENUE EAST, WHICH IS A T STREET EAST FROM PEARL.  TAKE PAVED
 QE2180'LANE TO WEST AT THIS POINT AND DRIVE TO SUMMIT OF SKINNER BUTTE
 QE2180'BY SPIRAL PAVED ROAD.
 QE2180'
 QE2180'NO TRACE OF EITHER MARBLE REFERENCE MARKS COULD BE FOUND IN
 QE2180'AUGUST 1940, ALTHOUGH THEY MAY POSSIBLY BE UNDER GRAVEL SURFACING
 QE2180'AT OBSERVATION SPACE AT TOP.
 QE2180'
 QE2180'THIS IS A GOOD PLACE FOR A STATION AND IT SHOULD BE
 QE2180'REESTABLISHED.  THERE IS A MASSIVE CONCRETE PLATFORM AT THIS
 QE2180'LOCALITY SUITABLE FOR DISKS AND INSTRUMENT STANDS.  ALSO PLENTY
 QE2180'OF AZIMUTH MARKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2177 ***********************************************************************
 QE2177  DESIGNATION -  EUGENE DEADY HALL WEST TOWER
 QE2177  PID         -  QE2177
 QE2177  STATE/COUNTY-  OR/LANE
 QE2177  USGS QUAD   -  EUGENE EAST (1986)
 QE2177
 QE2177                         *CURRENT SURVEY CONTROL
 QE2177  ___________________________________________________________________
 QE2177* NAD 83(1991)-  44 02 47.80650(N)    123 04 35.99614(W)     ADJUSTED  
 QE2177* NAVD 88     -              **(meters)            **(feet)            
 QE2177  ___________________________________________________________________
 QE2177  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 QE2177  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 QE2177  HORZ ORDER  -  THIRD
 QE2177
 QE2177.The horizontal coordinates were established by classical geodetic methods
 QE2177.and adjusted by the National Geodetic Survey in October 1991.
 QE2177
 QE2177
 QE2177.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2177
 QE2177.The geoid height was determined by GEOID03.
 QE2177
 QE2177;                    North         East     Units Scale Factor Converg.
 QE2177;SPC OR S     -   267,559.524 1,293,527.392   MT  1.00001218   -1 45 46.1
 QE2177;SPC OR S     -   877,819.96  4,243,856.27   iFT  1.00001218   -1 45 46.1
 QE2177;UTM  10      - 4,877,052.913   493,858.218   MT  0.99960046   -0 03 11.9
 QE2177
 QE2177                          SUPERSEDED SURVEY CONTROL
 QE2177
 QE2177  NAD 83(1986)-  44 02 47.82151(N)    123 04 36.02231(W) AD(       ) 4
 QE2177  NAD 27      -  44 02 48.37200(N)    123 04 31.70800(W) AD(       ) 3
 QE2177
 QE2177.Superseded values are not recommended for survey control.
 QE2177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2177.See file dsdata.txt to determine how the superseded data were derived.
 QE2177
 QE2177_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP9385877053(NAD 83)
 QE2177
 QE2177  HISTORY     - Date     Condition        Report By
 QE2177  HISTORY     - 1908     MONUMENTED       CGS
 QE2177  HISTORY     - 1962     SEE DESCRIPTION  CGS
 QE2177  HISTORY     - 1980     GOOD             NGS
 QE2177  HISTORY     - 20061116 GOOD             GEOCAC
 QE2177
 QE2177                          STATION DESCRIPTION
 QE2177
 QE2177'DESCRIBED BY COAST AND GEODETIC SURVEY 1908 (WHB)
 QE2177'DEADY HALL IS ONE OF THE TWO OLDER BUILDINGS OF THE UNIVERSITY
 QE2177'OF OREGON, AT EUGENE, AND HAS LARGE SQUARE TOWERS AT BOTH THE
 QE2177'EAST AND THE WEST END.
 QE2177
 QE2177                          STATION RECOVERY (1962)
 QE2177
 QE2177'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (FN)
 QE2177'THIS INTERSECTION STATION WAS VISITED AND FOUND IN GOOD CONDITION.
 QE2177
 QE2177                          STATION RECOVERY (1980)
 QE2177
 QE2177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 QE2177'THE STATION WAS RECOVERED AND IS IN GOOD CONDITION.  THIS TOWER IS
 QE2177'ON THE WEST END OF DEADY HALL ON THE UNIVERSITY OF OREGON CAMPUS
 QE2177'IN EUGENE.  THERE IS A SIMILAR TOWER ON THE EAST END OF THE HALL.
 QE2177
 QE2177                          STATION RECOVERY (2006)
 QE2177
 QE2177'RECOVERY NOTE BY GEOCACHING 2006 (ADS)
 QE2177'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2171 ***********************************************************************
 QE2171  DESIGNATION -  EUGENE GEARY SCHOOL SPIRE
 QE2171  PID         -  QE2171
 QE2171  STATE/COUNTY-  OR/LANE
 QE2171  USGS QUAD   -  EUGENE EAST (1986)
 QE2171
 QE2171                         *CURRENT SURVEY CONTROL
 QE2171  ___________________________________________________________________
 QE2171* NAD 83(1991)-  44 03 20.48954(N)    123 06 14.87346(W)     ADJUSTED  
 QE2171* NAVD 88     -              **(meters)            **(feet)            
 QE2171  ___________________________________________________________________
 QE2171  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 QE2171  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 QE2171  HORZ ORDER  -  THIRD
 QE2171
 QE2171.The horizontal coordinates were established by classical geodetic methods
 QE2171.and adjusted by the National Geodetic Survey in October 1991.
 QE2171
 QE2171
 QE2171.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2171
 QE2171.The geoid height was determined by GEOID03.
 QE2171
 QE2171;                    North         East     Units Scale Factor Converg.
 QE2171;SPC OR S     -   268,635.880 1,291,358.569   MT  1.00001463   -1 46 53.8
 QE2171;SPC OR S     -   881,351.31  4,236,740.71   iFT  1.00001463   -1 46 53.8
 QE2171;UTM  10      - 4,878,063.678   491,659.161   MT  0.99960086   -0 04 20.7
 QE2171
 QE2171                          SUPERSEDED SURVEY CONTROL
 QE2171
 QE2171  NAD 83(1986)-  44 03 20.50462(N)    123 06 14.89955(W) AD(       ) 4
 QE2171  NAD 27      -  44 03 21.05900(N)    123 06 10.58800(W) AD(       ) 3
 QE2171
 QE2171.Superseded values are not recommended for survey control.
 QE2171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2171.See file dsdata.txt to determine how the superseded data were derived.
 QE2171
 QE2171_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP9165978064(NAD 83)
 QE2171
 QE2171  HISTORY     - Date     Condition        Report By
 QE2171  HISTORY     - 1908     MONUMENTED       CGS
 QE2171  HISTORY     - 1962     SEE DESCRIPTION  CGS
 QE2171
 QE2171                          STATION DESCRIPTION
 QE2171
 QE2171'DESCRIBED BY COAST AND GEODETIC SURVEY 1908 (WHB)
 QE2171'THE GEARY SCHOOL IS THE PUBLIC SCHOOL AT FOURTH AVENUE WEST
 QE2171'AND MADISON STREET, EUGENE.
 QE2171
 QE2171                          STATION RECOVERY (1962)
 QE2171
 QE2171'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (FN)
 QE2171'THIS SCHOOL BUILDING HAS BEEN TAKEN DOWN.  THIS INTERSECTION
 QE2171'STATION WAS LOST AT THAT TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1748 ***********************************************************************
 QE1748  DESIGNATION -  EUGENE KEZI TV MAST
 QE1748  PID         -  QE1748
 QE1748  STATE/COUNTY-  OR/LANE
 QE1748  USGS QUAD   -  SPRINGFIELD (1986)
 QE1748
 QE1748                         *CURRENT SURVEY CONTROL
 QE1748  ___________________________________________________________________
 QE1748* NAD 83(1991)-  44 06 56.91749(N)    122 59 59.85522(W)     ADJUSTED  
 QE1748* NAVD 88     -              **(meters)            **(feet)            
 QE1748  ___________________________________________________________________
 QE1748  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 QE1748  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 QE1748  HORZ ORDER  -  THIRD
 QE1748
 QE1748.The horizontal coordinates were established by classical geodetic methods
 QE1748.and adjusted by the National Geodetic Survey in October 1991.
 QE1748
 QE1748
 QE1748.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE1748
 QE1748.The geoid height was determined by GEOID03.
 QE1748
 QE1748;                    North         East     Units Scale Factor Converg.
 QE1748;SPC OR S     -   275,058.766 1,299,901.596   MT  1.00003150   -1 42 37.2
 QE1748;SPC OR S     -   902,423.77  4,264,769.02   iFT  1.00003150   -1 42 37.2
 QE1748;UTM  10      - 4,884,735.779   500,003.218   MT  0.99960000   +0 00 00.1
 QE1748
 QE1748                          SUPERSEDED SURVEY CONTROL
 QE1748
 QE1748  NAD 83(1986)-  44 06 56.93229(N)    122 59 59.88274(W) AD(       ) 4
 QE1748  NAD 27      -  44 06 57.48268(N)    122 59 55.57348(W) AD(       ) 3
 QE1748
 QE1748.Superseded values are not recommended for survey control.
 QE1748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1748.See file dsdata.txt to determine how the superseded data were derived.
 QE1748
 QE1748_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP0000384736(NAD 83)
 QE1748_MARKER: 42 = RADIO/TV MAST
 QE1748_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QE1748+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2004
 QE1748
 QE1748  HISTORY     - Date     Condition        Report By
 QE1748  HISTORY     - 1980     FIRST OBSERVED   NGS
 QE1748  HISTORY     - 20040722 GOOD             USPSQD
 QE1748
 QE1748                          STATION DESCRIPTION
 QE1748
 QE1748'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 QE1748'THE STATION IS EUGENE KEZI TV MAST.
 QE1748'
 QE1748'THE MAST IS LOCATED ON THE RANGE OF HILLS ABOUT 6 MILES NORTHEAST
 QE1748'OF EUGENE, AND 3-1/2 MILES NORTH OF SPRINGFIELD.  IT IS ON A HILL
 QE1748'ABOUT 600 METERS HIGH.
 QE1748
 QE1748                          STATION RECOVERY (2004)
 QE1748
 QE1748'RECOVERY NOTE BY US POWER SQUADRON 2004 (RHC)
 QE1748'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2165 ***********************************************************************
 QE2165  DESIGNATION -  EUGENE KORE RADIO MAST
 QE2165  PID         -  QE2165
 QE2165  STATE/COUNTY-  OR/LANE
 QE2165  USGS QUAD   -  EUGENE EAST (1986)
 QE2165
 QE2165                         *CURRENT SURVEY CONTROL
 QE2165  ___________________________________________________________________
 QE2165* NAD 83(1991)-  44 01 49.19651(N)    123 05 29.33109(W)     ADJUSTED  
 QE2165* NAVD 88     -              **(meters)            **(feet)            
 QE2165  ___________________________________________________________________
 QE2165  LAPLACE CORR-          -3.18  (seconds)                    DEFLEC99
 QE2165  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 QE2165  HORZ ORDER  -  THIRD
 QE2165
 QE2165.The horizontal coordinates were established by classical geodetic methods
 QE2165.and adjusted by the National Geodetic Survey in October 1991.
 QE2165
 QE2165
 QE2165.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2165
 QE2165.The geoid height was determined by GEOID03.
 QE2165
 QE2165;                    North         East     Units Scale Factor Converg.
 QE2165;SPC OR S     -   265,788.021 1,292,284.629   MT  1.00000785   -1 46 22.6
 QE2165;SPC OR S     -   872,007.94  4,239,778.97   iFT  1.00000785   -1 46 22.6
 QE2165;UTM  10      - 4,875,245.866   492,669.341   MT  0.99960066   -0 03 48.9
 QE2165
 QE2165                          SUPERSEDED SURVEY CONTROL
 QE2165
 QE2165  NAD 83(1986)-  44 01 49.21182(N)    123 05 29.35728(W) AD(       ) 4
 QE2165  NAD 27      -  44 01 49.76000(N)    123 05 25.04000(W) AD(       ) 3
 QE2165
 QE2165.Superseded values are not recommended for survey control.
 QE2165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2165.See file dsdata.txt to determine how the superseded data were derived.
 QE2165
 QE2165_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP9266975246(NAD 83)
 QE2165
 QE2165  HISTORY     - Date     Condition        Report By
 QE2165  HISTORY     - 1940     MONUMENTED       CGS
 QE2165  HISTORY     - 1962     SEE DESCRIPTION  CGS
 QE2165
 QE2165                          STATION DESCRIPTION
 QE2165
 QE2165'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 QE2165'RADIO STATION KORE IS LOCATED ON WILLAMETTE STREET IN SOUTH
 QE2165'EUGENE.  THE MAST IS 183 FEET HIGH AND IS LIGHTED WITH FOUR RED
 QE2165'LIGHTS DOWN THE SIDE AND ONE ON TOP, THE ONE ON TOP FLASHING.  THIS
 QE2165'IS A SINGLE MAST, NO OTHER IN THE VICINITY.  THE LIGHT ON TOP WAS
 QE2165'INTERSECTED.
 QE2165
 QE2165                          STATION RECOVERY (1962)
 QE2165
 QE2165'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (FN)
 QE2165'THIS INTERSECTION STATION WAS VISITED AND FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2163 ***********************************************************************
 QE2163  DESIGNATION -  EUGENE MUNICIPAL TANK
 QE2163  PID         -  QE2163
 QE2163  STATE/COUNTY-  OR/LANE
 QE2163  USGS QUAD   -  EUGENE EAST (1986)
 QE2163
 QE2163                         *CURRENT SURVEY CONTROL
 QE2163  ___________________________________________________________________
 QE2163* NAD 83(1991)-  44 01 52.09936(N)    123 05 53.55851(W)     ADJUSTED  
 QE2163* NAVD 88     -              **(meters)            **(feet)            
 QE2163  ___________________________________________________________________
 QE2163  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 QE2163  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 QE2163  HORZ ORDER  -  THIRD
 QE2163
 QE2163.The horizontal coordinates were established by classical geodetic methods
 QE2163.and adjusted by the National Geodetic Survey in October 1991.
 QE2163
 QE2163
 QE2163.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2163
 QE2163.The geoid height was determined by GEOID03.
 QE2163
 QE2163;                    North         East     Units Scale Factor Converg.
 QE2163;SPC OR S     -   265,894.288 1,291,748.163   MT  1.00000806   -1 46 39.2
 QE2163;SPC OR S     -   872,356.59  4,238,018.91   iFT  1.00000806   -1 46 39.2
 QE2163;UTM  10      - 4,875,336.046   492,130.164   MT  0.99960076   -0 04 05.7
 QE2163
 QE2163                          SUPERSEDED SURVEY CONTROL
 QE2163
 QE2163  NAD 83(1986)-  44 01 52.11420(N)    123 05 53.58481(W) AD(       ) 4
 QE2163  NAD 27      -  44 01 52.66400(N)    123 05 49.26800(W) AD(       ) 3
 QE2163
 QE2163.Superseded values are not recommended for survey control.
 QE2163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2163.See file dsdata.txt to determine how the superseded data were derived.
 QE2163
 QE2163_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP9213075336(NAD 83)
 QE2163
 QE2163  HISTORY     - Date     Condition        Report By
 QE2163  HISTORY     - 1940     MONUMENTED       CGS
 QE2163  HISTORY     - 1942     SEE DESCRIPTION  CGS
 QE2163  HISTORY     - 1962     SEE DESCRIPTION  CGS
 QE2163
 QE2163                          STATION DESCRIPTION
 QE2163
 QE2163'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 QE2163'THE EUGENE WATER TANK AT THE MUNICIPAL RESERVOIR IS IN THE
 QE2163'SOUTHWEST PART OF TOWN ON A SMALL ROUND HILL.  IT IS AN ELEVATED
 QE2163'TANK WHICH IS 60 FEET HIGH AND PAINTED SILVER.  IT IS ABOUT 100
 QE2163'YARDS SOUTH OF RESERVOIR.  THERE ARE EIGHT RED LIGHTS DOWN THE
 QE2163'SIDE OF THE TOWER AND ONE ON THE TANK.  THE ONE ON TOP WAS
 QE2163'INTERSECTED.
 QE2163
 QE2163                          STATION RECOVERY (1942)
 QE2163
 QE2163'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (LVE)
 QE2163'ORIGINAL DESCRIPTION IS ADEQUATE.  THIS STATION IS BETWEEN
 QE2163'TWENTY-THIRD AND TWENTY-FIFTH AND LAWRENCE AND WASHINGTON STREETS,
 QE2163'IN THE SW PART OF EUGENE.
 QE2163
 QE2163                          STATION RECOVERY (1962)
 QE2163
 QE2163'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (FN)
 QE2163'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2227 ***********************************************************************
 QE2227  DESIGNATION -  EUGENE MURRAY HILL MICRO OSJ
 QE2227  PID         -  QE2227
 QE2227  STATE/COUNTY-  OR/LANE
 QE2227  USGS QUAD   -  EUGENE WEST (1986)
 QE2227
 QE2227                         *CURRENT SURVEY CONTROL
 QE2227  ___________________________________________________________________
 QE2227* NAD 83(1991)-  44 01 18.31469(N)    123 11 29.61218(W)     ADJUSTED  
 QE2227* NAVD 88     -       336.     (meters)    1102.     (feet)  SCALED    
 QE2227  ___________________________________________________________________
 QE2227  LAPLACE CORR-          -3.02  (seconds)                    DEFLEC99
 QE2227  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 QE2227  HORZ ORDER  -  THIRD
 QE2227
 QE2227.The horizontal coordinates were established by classical geodetic methods
 QE2227.and adjusted by the National Geodetic Survey in October 1991.
 QE2227
 QE2227.The orthometric height was scaled from a topographic map.
 QE2227
 QE2227.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2227
 QE2227.The geoid height was determined by GEOID03.
 QE2227
 QE2227;                    North         East     Units Scale Factor Converg.
 QE2227;SPC OR S     -   265,088.360 1,284,235.137   MT  1.00000560   -1 50 29.1
 QE2227;SPC OR S     -   869,712.47  4,213,369.87   iFT  1.00000560   -1 50 29.1
 QE2227;UTM  10      - 4,874,306.858   484,647.544   MT  0.99960290   -0 07 59.2
 QE2227
 QE2227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2227!SPC OR S     -   0.99995093  x   1.00000560  =   0.99995652
 QE2227!UTM  10      -   0.99995093  x   0.99960290  =   0.99955384
 QE2227
 QE2227                          SUPERSEDED SURVEY CONTROL
 QE2227
 QE2227  NAD 83(1986)-  44 01 18.32951(N)    123 11 29.63874(W) AD(       ) 4
 QE2227  NAD 27      -  44 01 18.87727(N)    123 11 25.32297(W) AD(       ) 3
 QE2227
 QE2227.Superseded values are not recommended for survey control.
 QE2227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2227.See file dsdata.txt to determine how the superseded data were derived.
 QE2227
 QE2227_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP8464874307(NAD 83)
 QE2227_MARKER: 45 = MICROWAVE TOWER
 QE2227
 QE2227  HISTORY     - Date     Condition        Report By
 QE2227  HISTORY     - 1980     FIRST OBSERVED   NGS
 QE2227
 QE2227                          STATION DESCRIPTION
 QE2227
 QE2227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 QE2227'THE STATION IS EUGENE, MURRAY HILL MICROWAVE TOWER OSJ.
 QE2227'
 QE2227'THE TOWER IS A FAA MICROWAVE RELAY TOWER LOCATED ABOUT 5-1/2 MILES
 QE2227'SOUTHWEST OF EUGENE, ON THE TOP OF MURRAY HILL.  TRIANGULATION STATION
 QE2227'BALD SPOT USGS IS ON THIS SAME HILL.  THE TOWER IS A 4-LEGGED
 QE2227'SKELETON STEEL TOWER ABOUT 150 FEET HIGH AND IS PAINTED RED AND
 QE2227'WHITE.  THE POINT INTERSECTED IS THE CENTER OF THE TOWER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2206 ***********************************************************************
 QE2206  DESIGNATION -  EUGENE SOUTH MICROWAVE TOWER
 QE2206  PID         -  QE2206
 QE2206  STATE/COUNTY-  OR/LANE
 QE2206  USGS QUAD   -  EUGENE EAST (1986)
 QE2206
 QE2206                         *CURRENT SURVEY CONTROL
 QE2206  ___________________________________________________________________
 QE2206* NAD 83(1991)-  44 00 03.08167(N)    123 06 26.34493(W)     ADJUSTED  
 QE2206* NAVD 88     -              **(meters)            **(feet)            
 QE2206  ___________________________________________________________________
 QE2206  LAPLACE CORR-          -3.88  (seconds)                    DEFLEC99
 QE2206  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 QE2206  HORZ ORDER  -  THIRD
 QE2206
 QE2206.The horizontal coordinates were established by classical geodetic methods
 QE2206.and adjusted by the National Geodetic Survey in October 1991.
 QE2206
 QE2206
 QE2206.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2206
 QE2206.The geoid height was determined by GEOID03.
 QE2206
 QE2206;                    North         East     Units Scale Factor Converg.
 QE2206;SPC OR S     -   262,553.804 1,290,913.688   MT  1.00000022   -1 47 01.6
 QE2206;SPC OR S     -   861,396.99  4,235,281.13   iFT  1.00000022   -1 47 01.6
 QE2206;UTM  10      - 4,871,973.514   491,395.995   MT  0.99960091   -0 04 28.4
 QE2206
 QE2206                          SUPERSEDED SURVEY CONTROL
 QE2206
 QE2206  NAD 83(1986)-  44 00 03.09615(N)    123 06 26.37091(W) AD(       ) 4
 QE2206  NAD 27      -  44 00 03.64742(N)    123 06 22.06179(W) AD(       ) 3
 QE2206
 QE2206.Superseded values are not recommended for survey control.
 QE2206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2206.See file dsdata.txt to determine how the superseded data were derived.
 QE2206
 QE2206_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP9139671974(NAD 83)
 QE2206_MARKER: 45 = MICROWAVE TOWER
 QE2206_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QE2206+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2004
 QE2206
 QE2206  HISTORY     - Date     Condition        Report By
 QE2206  HISTORY     - 1980     FIRST OBSERVED   NGS
 QE2206  HISTORY     - 20040722 GOOD             USPSQD
 QE2206
 QE2206                          STATION DESCRIPTION
 QE2206
 QE2206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 QE2206'THE STATION IS EUGENE SOUTH MICROWAVE TOWER.
 QE2206'
 QE2206'THE STATION IS LOCATED ON THE EAST END OF A RIDGE THAT OVERLOOKS THE
 QE2206'TOWN OF EUGENE, ABOUT 2 MILES NORTHWEST OF SPENCER BUTTE, AND ON THE
 QE2206'SAME RIDGE AS KVAL TV TOWER.
 QE2206'
 QE2206'THE STATION IS A 4 LEGGED SKELETON STEEL TOWER WITH MICROWAVE
 QE2206'ANTENNAS AT THE TOP.  IT IS ABOUT 150 FEET HIGH.
 QE2206
 QE2206                          STATION RECOVERY (2004)
 QE2206
 QE2206'RECOVERY NOTE BY US POWER SQUADRON 2004 (RHC)
 QE2206'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2166 ***********************************************************************
 QE2166  DESIGNATION -  EUGENE UNITED BRETHREN CHURCH
 QE2166  PID         -  QE2166
 QE2166  STATE/COUNTY-  OR/LANE
 QE2166  USGS QUAD   -  EUGENE EAST (1986)
 QE2166
 QE2166                         *CURRENT SURVEY CONTROL
 QE2166  ___________________________________________________________________
 QE2166* NAD 83(1991)-  44 02 52.29482(N)    123 05 05.85755(W)     ADJUSTED  
 QE2166* NAVD 88     -              **(meters)            **(feet)            
 QE2166  ___________________________________________________________________
 QE2166  LAPLACE CORR-          -2.78  (seconds)                    DEFLEC99
 QE2166  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 QE2166  HORZ ORDER  -  THIRD
 QE2166
 QE2166.The horizontal coordinates were established by classical geodetic methods
 QE2166.and adjusted by the National Geodetic Survey in October 1991.
 QE2166
 QE2166
 QE2166.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2166
 QE2166.The geoid height was determined by GEOID03.
 QE2166
 QE2166;                    North         East     Units Scale Factor Converg.
 QE2166;SPC OR S     -   267,718.473 1,292,867.199   MT  1.00001252   -1 46 06.6
 QE2166;SPC OR S     -   878,341.45  4,241,690.29   iFT  1.00001252   -1 46 06.6
 QE2166;UTM  10      - 4,877,192.040   493,193.851   MT  0.99960057   -0 03 32.7
 QE2166
 QE2166                          SUPERSEDED SURVEY CONTROL
 QE2166
 QE2166  NAD 83(1986)-  44 02 52.30992(N)    123 05 05.88391(W) AD(       ) 4
 QE2166  NAD 27      -  44 02 52.86400(N)    123 05 01.57100(W) AD(       ) 3
 QE2166
 QE2166.Superseded values are not recommended for survey control.
 QE2166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2166.See file dsdata.txt to determine how the superseded data were derived.
 QE2166
 QE2166_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP9319477192(NAD 83)
 QE2166
 QE2166  HISTORY     - Date     Condition        Report By
 QE2166  HISTORY     - 1908     MONUMENTED       CGS
 QE2166  HISTORY     - 1940     SEE DESCRIPTION  ORGS
 QE2166  HISTORY     - 1962     SEE DESCRIPTION  CGS
 QE2166
 QE2166                          STATION DESCRIPTION
 QE2166
 QE2166'DESCRIBED BY COAST AND GEODETIC SURVEY 1908 (WHB)
 QE2166'AT ELEVENTH AVENUE EAST AND FERRY STREET, EUGENE.
 QE2166
 QE2166                          STATION RECOVERY (1940)
 QE2166
 QE2166'RECOVERY NOTE BY OREGON GEODETIC SURVEY 1940
 QE2166'IN 1940 IT WAS REPORTED THAT THIS IS NOW THE GRACE CHURCH
 QE2166'OF CHRIST.  IT IS A WHITE WOODEN BUILDING, WITH A SHINGLED
 QE2166'SPIRE, AT THE NORTHEAST CORNER OF THE INTERSECTION.  SPIRE
 QE2166'SURMOUNTED BY A SMALL FOLIATED ORNAMENT.  IN GOOD CONDITION,
 QE2166'BUT NOT PERMANENT.
 QE2166
 QE2166                          STATION RECOVERY (1962)
 QE2166
 QE2166'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (FN)
 QE2166'THIS INTERSECTION STATION WAS VISITED AND THE BUILDING APPEARS
 QE2166'TO BE IN GOOD CONDITION.  BUILDING IS NOW PAINTED PINK WITH
 QE2166'A WHITE SPIRE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA1412 ***********************************************************************
 RA1412  DESIGNATION -  EUREKA
 RA1412  PID         -  RA1412
 RA1412  STATE/COUNTY-  OR/WALLOWA
 RA1412  USGS QUAD   -  DEADHORSE RIDGE (1963)
 RA1412
 RA1412                         *CURRENT SURVEY CONTROL
 RA1412  ___________________________________________________________________
 RA1412* NAD 83(1991)-  45 47 58.75359(N)    116 46 49.09135(W)     ADJUSTED  
 RA1412* NAVD 88     -      1057.7    (meters)    3470.     (feet)  VERTCON   
 RA1412  ___________________________________________________________________
 RA1412  LAPLACE CORR-          -8.14  (seconds)                    DEFLEC99
 RA1412  GEOID HEIGHT-         -16.56  (meters)                     GEOID03
 RA1412  HORZ ORDER  -  SECOND
 RA1412
 RA1412.The horizontal coordinates were established by classical geodetic methods
 RA1412.and adjusted by the National Geodetic Survey in October 1991.
 RA1412
 RA1412.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1412.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1412
 RA1412.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1412
 RA1412.The geoid height was determined by GEOID03.
 RA1412
 RA1412;                    North         East     Units Scale Factor Converg.
 RA1412;SPC OR N     -   243,682.447 2,789,063.073   MT  0.99995523   +2 38 16.6
 RA1412;SPC OR N     -   799,483.09  9,150,469.40   iFT  0.99995523   +2 38 16.6
 RA1412;SPC ID W     -   459,689.715   719,907.211   MT  1.00001217   -0 44 19.2
 RA1412;SPC ID W     - 1,508,165.34  2,361,895.57   sFT  1.00001217   -0 44 19.2
 RA1412;UTM  11      - 5,071,811.511   517,072.928   MT  0.99960358   +0 09 27.0
 RA1412
 RA1412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1412!SPC OR N     -   0.99983680  x   0.99995523  =   0.99979204
 RA1412!SPC ID W     -   0.99983680  x   1.00001217  =   0.99984897
 RA1412!UTM  11      -   0.99983680  x   0.99960358  =   0.99944045
 RA1412
 RA1412|---------------------------------------------------------------------|
 RA1412| PID    Reference Object                     Distance      Geod. Az  |
 RA1412|                                                           dddmmss.s |
 RA1412| CH7313 EUREKA RM 1                           3.312 METERS 02629     |
 RA1412| RA1407 CEMETERY                            APPROX. 3.5 KM 2230149.1 |
 RA1412| CH7314 EUREKA RM 2                           3.749 METERS 30152     |
 RA1412|---------------------------------------------------------------------|
 RA1412
 RA1412                          SUPERSEDED SURVEY CONTROL
 RA1412
 RA1412  NAD 83(1986)-  45 47 58.75503(N)    116 46 49.09093(W) AD(       ) 2
 RA1412  NAD 27      -  45 47 59.18967(N)    116 46 45.56603(W) AD(       ) 2
 RA1412  NGVD 29 (07/19/86) 1056.6    (m)         3467.     (f) VERT ANG    3  
 RA1412
 RA1412.Superseded values are not recommended for survey control.
 RA1412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1412.See file dsdata.txt to determine how the superseded data were derived.
 RA1412
 RA1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL1707371812(NAD 83)
 RA1412_MARKER: Z = SEE DESCRIPTION
 RA1412_SETTING: 0 = UNSPECIFIED SETTING
 RA1412
 RA1412  HISTORY     - Date     Condition        Report By
 RA1412  HISTORY     - 1945     MONUMENTED       CGS
 RA1412
 RA1412                          STATION DESCRIPTION
 RA1412
 RA1412'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JTJ)
 RA1412'THE STATION IS LOCATED ON A CONTINUATION OF CEMETERY RIDGE, ABOUT
 RA1412'2 MILES NE OF CEMETERY RIDGE LOOKOUT, ABOUT 16 MILES N OF IMNAHA,
 RA1412'AT THE HEADWATERS OF EUREKA CREEK, AND NEAR THE HEAD OF TOOMEY
 RA1412'GULCH WHICH RUNS E INTO THE IMNAHA RIVER.  THE LOCATION IS ABOUT
 RA1412'2 MILES SSW OF THE JUNCTION OF THE SNAKE AND IMNAHA RIVERS, 1.3
 RA1412'MILES BY TRAIL NE OF THE SPAIN SADDLE SUPPLY CABIN, AND ABOUT
 RA1412'1/2 MILE SW OF A BARN AND FIELD LOCATED LOWER DOWN ON THE SAME
 RA1412'RIDGE.  IT IS ON A SMALL, ROUND-TOPPED ROCKY KNOLL ABOUT 75
 RA1412'YARDS W OF AND 100 FEET ABOVE THE OLD WAGON ROAD LEADING TO THE
 RA1412'BARN AND FIELD BELOW.
 RA1412'
 RA1412'THE STATION MARK IS A BRONZE STATION DISK STAMPED EUREKA 1945 AND
 RA1412'SET IN A DRILL HOLE IN BEDROCK FLUSH WITH THE GROUND.
 RA1412'
 RA1412'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK STAMPED EUREKA NO 1
 RA1412'1945 AND SET IN A DRILL HOLE IN BEDROCK.  IT IS FLUSH WITH THE
 RA1412'GROUND AND ABOUT 1 FOOT LOWER THAN THE STATION.
 RA1412'
 RA1412'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK STAMPED EUREKA NO 2
 RA1412'1945 AND SET IN A DRILL HOLE IN BEDROCK.  THE BEDROCK IS PINNACLE
 RA1412'SHAPED MEASURING 30 BY 24 INCHES AT THE TOP.  IT IS ABOUT 3 FEET
 RA1412'HIGHER THAN THE GROUND TO THE E AND 20 FEET ABOVE A ROCK LEDGE TO
 RA1412'THE W.  IT IS ABOUT 4 FEET LOWER THAN THE STATION.
 RA1412'
 RA1412'THERE IS NO AZIMUTH MARK.
 RA1412'
 RA1412'THE STATION IS REACHED FROM ENTERPRISE POST OFFICE BY GOING S ON
 RA1412'STATE HIGHWAY 82 TOWARDS JOSEPH FOR 3.2 MILES TO ROAD FORKS.  TAKE
 RA1412'THE LEFT FORK AS PER SIGN BUCKHORN 35, RED HILL L.O. AND GO 5.2
 RA1412'MILES ON THE MAIN TRAVELED ROAD N AS PER SIGNS BUCKHORN AND
 RA1412'ZUMWALT TO ROAD FORKS.  TAKE RIGHT FORK AND GO 21.1 MILES TO AN
 RA1412'OLD SCHOOL BUILDING ON THE RIGHT SIDE OF THE ROAD.  CONTINUE ON
 RA1412'ROAD FOR 2.8 MILES TO SIGN WALLOWA NATIONAL FOREST.  CONTINUE
 RA1412'ON MAIN TRAVELED ROAD FOR 8.4 MILES TO ROAD FORKS AT MILEPOST
 RA1412'42.  TAKE RIGHT FORK AS PER SIGNS SPAIN SADDLE 3 AND
 RA1412'BUCKHORN SPRINGS 1 AND GO 0.8 MILE TO SPUR ROAD LEFT AND
 RA1412'SIGN BUCKHORN SPRINGS.  CONTINUE STRAIGHT AHEAD AND GO 1.8
 RA1412'MILES TO ROAD FORKS.  TAKE RIGHT FORK AS PER SIGNS SPAIN
 RA1412'SADDLE AND TULLY CR. TRAIL AND GO 1.4 MILES TO A
 RA1412'CORRUGATED-IRON BUILDING AND THE END OF THE TRAVELED ROAD.
 RA1412'PACK NE ALONG THE LEFT SIDE OF THE RIDGE ON AN OLD ROAD FOR
 RA1412'ABOUT 0.5 MILE TO WHERE THE ROAD CROSSES OVER THE RIDGE.
 RA1412'CONTINUE ON THE ROAD ALONG THE RIGHT SIDE OF THE RIDGE FOR
 RA1412'ABOUT 0.8 MILE TO WHERE THE OLD ROAD SWINGS LEFT INTO AND
 RA1412'AROUND THE HEAD OF A GULCH AND THEN RIGHT TO A POINT JUST
 RA1412'BELOW THE CREST OF A NARROW ROCKY RIDGE.  LEAVE ROAD AND BEAR
 RA1412'LEFT UP TO THE TOP OF RIDGE AND A SMALL, ROUND-TOPPED KNOLL AND
 RA1412'THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0519 ***********************************************************************
 RA0519  DESIGNATION -  EUREKA BAR
 RA0519  PID         -  RA0519
 RA0519  STATE/COUNTY-  OR/WALLOWA
 RA0519  USGS QUAD   -  DEADHORSE RIDGE (1963)
 RA0519
 RA0519                         *CURRENT SURVEY CONTROL
 RA0519  ___________________________________________________________________
 RA0519* NAD 83(1991)-  45 49 21.86214(N)    116 46 31.50649(W)     ADJUSTED  
 RA0519* NAVD 88     -       304.933  (meters)    1000.43   (feet)  ADJUSTED  
 RA0519  ___________________________________________________________________
 RA0519  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 RA0519  GEOID HEIGHT-         -16.68  (meters)                     GEOID03
 RA0519  DYNAMIC HT  -         304.867 (meters)    1000.22  (feet)  COMP
 RA0519  MODELED GRAV-     980,393.6   (mgal)                       NAVD 88
 RA0519
 RA0519  HORZ ORDER  -  SECOND
 RA0519  VERT ORDER  -  SECOND    CLASS 0
 RA0519
 RA0519.The horizontal coordinates were established by classical geodetic methods
 RA0519.and adjusted by the National Geodetic Survey in October 1991.
 RA0519
 RA0519.The orthometric height was determined by differential leveling
 RA0519.and adjusted in June 1991.
 RA0519
 RA0519.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA0519
 RA0519.The geoid height was determined by GEOID03.
 RA0519
 RA0519.The dynamic height is computed by dividing the NAVD 88
 RA0519.geopotential number by the normal gravity value computed on the
 RA0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0519.degrees latitude (g = 980.6199 gals.).
 RA0519
 RA0519.The modeled gravity was interpolated from observed gravity values.
 RA0519
 RA0519;                    North         East     Units Scale Factor Converg.
 RA0519;SPC OR N     -   246,263.022 2,789,324.155   MT  0.99995976   +2 38 29.1
 RA0519;SPC OR N     -   807,949.55  9,151,325.97   iFT  0.99995976   +2 38 29.1
 RA0519;SPC ID W     -   462,250.571   720,319.861   MT  1.00001136   -0 44 07.6
 RA0519;SPC ID W     - 1,516,567.08  2,363,249.41   sFT  1.00001136   -0 44 07.6
 RA0519;UTM  11      - 5,074,377.460   517,445.314   MT  0.99960374   +0 09 39.8
 RA0519
 RA0519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA0519!SPC OR N     -   0.99995481  x   0.99995976  =   0.99991457
 RA0519!SPC ID W     -   0.99995481  x   1.00001136  =   0.99996617
 RA0519!UTM  11      -   0.99995481  x   0.99960374  =   0.99955857
 RA0519
 RA0519:                Primary Azimuth Mark                     Grid Az
 RA0519:SPC OR N     -  EUREKA BAR AZ MK                         119 00 44.4
 RA0519:SPC ID W     -  EUREKA BAR AZ MK                         122 23 21.1
 RA0519:UTM  11      -  EUREKA BAR AZ MK                         121 29 33.7
 RA0519
 RA0519|---------------------------------------------------------------------|
 RA0519| PID    Reference Object                     Distance      Geod. Az  |
 RA0519|                                                           dddmmss.s |
 RA0519| CH7315 EUREKA BAR AZ MK                                   1213913.5 |
 RA0519| CH7316 EUREKA BAR RM 1                       5.758 METERS 21425     |
 RA0519| CH7317 EUREKA BAR RM 2                       4.198 METERS 28829     |
 RA0519|---------------------------------------------------------------------|
 RA0519
 RA0519                          SUPERSEDED SURVEY CONTROL
 RA0519
 RA0519  NAD 83(1986)-  45 49 21.86362(N)    116 46 31.50598(W) AD(       ) 2
 RA0519  NAD 27      -  45 49 22.30054(N)    116 46 27.97854(W) AD(       ) 2
 RA0519  NGVD 29 (??/??/92)  303.828  (m)          996.81   (f) ADJ UNCH    2 0
 RA0519
 RA0519.Superseded values are not recommended for survey control.
 RA0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0519.See file dsdata.txt to determine how the superseded data were derived.
 RA0519
 RA0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL1744574377(NAD 83)
 RA0519_MARKER: DR = REFERENCE MARK DISK
 RA0519_SETTING: 80 = SET IN A BOULDER
 RA0519_SP_SET: BOULDER
 RA0519_STAMPING: EUREKA BAR 1945
 RA0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0519+STABILITY: SURFACE MOTION
 RA0519_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RA0519+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2005
 RA0519
 RA0519  HISTORY     - Date     Condition        Report By
 RA0519  HISTORY     - 1945     MONUMENTED       CGS
 RA0519  HISTORY     - 1945     GOOD             CGS
 RA0519  HISTORY     - 20050301 GOOD             JUBENG
 RA0519
 RA0519                          STATION DESCRIPTION
 RA0519
 RA0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JTJ)
 RA0519'STATION IS LOCATED ABOUT 60 MILES S OF LEWISTON, ON THE W BANK OF
 RA0519'THE SNAKE RIVER, AND ABOUT 100 FEET S OF EUREKA CREEK.  IT IS 75
 RA0519'YARDS W OF THE RIVER BANK, 40 FEET E OF A TRAIL, AND ON THE E EDGE
 RA0519'OF A HIGH BANK.
 RA0519'
 RA0519'STATION MARK IS A BRONZE DISK SET IN A 2-1/2- BY 3-FOOT BOULDER
 RA0519'PROJECTING ABOUT 1 FOOT.  IT IS STAMPED EUREKA BAR 1945.
 RA0519'
 RA0519'TO REACH FROM LEWISTON, GO S UP THE SNAKE RIVER BY BOAT FOR
 RA0519'ABOUT 60 MILES TO EUREKA CREEK, AND THE STATION.
 RA0519'
 RA0519'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN OUTCROP
 RA0519'PROJECTING ABOUT 6 INCHES ON THE EDGE OF BANK, AND ABOUT 6 INCHES
 RA0519'LOWER THAN THE STATION.  STAMPED EUREKA BAR NO 1 1945.
 RA0519'
 RA0519'REFERENCE MARK 2 IS A BRONZE DISK SET IN A 2- BY 2-1/2-FOOT
 RA0519'BOULDER PROJECTING ABOUT 1-1/2 FEET ON THE N SLOPE OF BANK AND
 RA0519'ABOUT 5 FEET LOWER THAN THE STATION.
 RA0519'
 RA0519'THE AZIMUTH MARK IS A BRONZE DISK SET IN AN OUTCROPPING LEDGE,
 RA0519'ABOUT 1/2 MILE SE OF STATION, ABOUT 200 FEET E OF AN OLD BUILDING
 RA0519'FOUNDATION, ABOUT 15 FEET LOWER, AND ABOUT 12 FEET W OF CLIFF
 RA0519'OVERLOOKING THE SNAKE RIVER.  STAMPED EUREKA BAR 1945.
 RA0519
 RA0519                          STATION RECOVERY (1945)
 RA0519
 RA0519'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945
 RA0519'0.8 MI N FROM MOUTH OF IMNAHA RIVER.
 RA0519'0.8 MILE NORTH ALONG THE SNAKE RIVER FROM THE MOUTH OF THE IMNAHA
 RA0519'RIVER, SET ON THE WEST BANK OF RIVER, ABOUT 300 FEET WEST OF THE WEST
 RA0519'BANK OF SNAKE RIVER, ABOUT 125 FEET SOUTHEAST OF THE EUREKE BAR CREEK,
 RA0519'ON THE SOUTHEAST EDGE OF BANK LEADING DOWN TO THE CREEK.  A BRONZE
 RA0519'TRIANGULATION STATION DISK SET IN TOP OF A BOULDER.
 RA0519
 RA0519                          STATION RECOVERY (2005)
 RA0519
 RA0519'RECOVERY NOTE BY JUB ENGINEERS INCORPORATED 2005 (TRR)
 RA0519'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1713 ***********************************************************************
 SC1713  DESIGNATION -  EUREKA BAR DIKE LOWER LIGHT
 SC1713  PID         -  SC1713
 SC1713  STATE/COUNTY-  OR/COLUMBIA
 SC1713  USGS QUAD   -  OAK POINT (1985)
 SC1713
 SC1713                         *CURRENT SURVEY CONTROL
 SC1713  ___________________________________________________________________
 SC1713* NAD 83(1991)-  46 09 59.29240(N)    123 13 30.07530(W)     ADJUSTED  
 SC1713* NAVD 88     -              **(meters)            **(feet)            
 SC1713  ___________________________________________________________________
 SC1713  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 SC1713  GEOID HEIGHT-         -20.94  (meters)                     GEOID03
 SC1713  HORZ ORDER  -  THIRD
 SC1713
 SC1713.The horizontal coordinates were established by classical geodetic methods
 SC1713.and adjusted by the National Geodetic Survey in December 1991.
 SC1713
 SC1713
 SC1713.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1713
 SC1713.The geoid height was determined by GEOID03.
 SC1713
 SC1713;                    North         East     Units Scale Factor Converg.
 SC1713;SPC OR N     -   281,347.867 2,289,574.923   MT  1.00004661   -1 55 57.2
 SC1713;SPC OR N     -   923,057.31  7,511,728.75   iFT  1.00004661   -1 55 57.2
 SC1713;SPC WA S     -    96,237.636   289,599.076   MT  0.99994113   -1 58 46.0
 SC1713;SPC WA S     -   315,739.64    950,126.30   sFT  0.99994113   -1 58 46.0
 SC1713;UTM  10      - 5,112,568.341   482,628.439   MT  0.99960371   -0 09 44.4
 SC1713
 SC1713                          SUPERSEDED SURVEY CONTROL
 SC1713
 SC1713  NAD 83(1991)-  46 09 59.29240(N)    123 13 30.07530(W) AD(       ) 4
 SC1713  NAD 83(1986)-  46 09 59.30742(N)    123 13 30.07009(W) AD(       ) 4
 SC1713  NAD 27      -  46 09 59.90725(N)    123 13 25.63814(W) AD(       ) 3
 SC1713
 SC1713.Superseded values are not recommended for survey control.
 SC1713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1713.See file dsdata.txt to determine how the superseded data were derived.
 SC1713
 SC1713_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS8262812568(NAD 83)
 SC1713
 SC1713  HISTORY     - Date     Condition        Report By
 SC1713  HISTORY     - 1936     MONUMENTED       CGS
 SC1713  HISTORY     - 1950     SEE DESCRIPTION  CGS
 SC1713
 SC1713                          STATION DESCRIPTION
 SC1713
 SC1713'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (RWK)
 SC1713'STATION IS ONE OF THE CENTER OF THE PILINGS FROM WHICH THE ARMS,
 SC1713'SUPPORTING THE LIGHTS, ARE SECURED.
 SC1713
 SC1713                          STATION RECOVERY (1950)
 SC1713
 SC1713'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (WHB)
 SC1713'STATION IS LOST.  THIS LIGHT WAS REBUILT IN 1941.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1712 ***********************************************************************
 SC1712  DESIGNATION -  EUREKA BAR DIKE UPPER LIGHT
 SC1712  PID         -  SC1712
 SC1712  STATE/COUNTY-  OR/COLUMBIA
 SC1712  USGS QUAD   -  OAK POINT (1985)
 SC1712
 SC1712                         *CURRENT SURVEY CONTROL
 SC1712  ___________________________________________________________________
 SC1712* NAD 83(1991)-  46 10 02.90536(N)    123 12 55.15096(W)     ADJUSTED  
 SC1712* NAVD 88     -              **(meters)            **(feet)            
 SC1712  ___________________________________________________________________
 SC1712  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 SC1712  GEOID HEIGHT-         -20.94  (meters)                     GEOID03
 SC1712  HORZ ORDER  -  THIRD
 SC1712
 SC1712.The horizontal coordinates were established by classical geodetic methods
 SC1712.and adjusted by the National Geodetic Survey in December 1991.
 SC1712
 SC1712
 SC1712.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1712
 SC1712.The geoid height was determined by GEOID03.
 SC1712
 SC1712;                    North         East     Units Scale Factor Converg.
 SC1712;SPC OR N     -   281,434.141 2,290,327.513   MT  1.00004691   -1 55 32.4
 SC1712;SPC OR N     -   923,340.36  7,514,197.88   iFT  1.00004691   -1 55 32.4
 SC1712;SPC WA S     -    96,323.287   290,351.657   MT  0.99994101   -1 58 20.6
 SC1712;SPC WA S     -   316,020.65    952,595.39   sFT  0.99994101   -1 58 20.6
 SC1712;UTM  10      - 5,112,677.775   483,377.671   MT  0.99960340   -0 09 19.2
 SC1712
 SC1712                          SUPERSEDED SURVEY CONTROL
 SC1712
 SC1712  NAD 83(1991)-  46 10 02.90536(N)    123 12 55.15096(W) AD(       ) 4
 SC1712  NAD 83(1986)-  46 10 02.92057(N)    123 12 55.14590(W) AD(       ) 4
 SC1712  NAD 27      -  46 10 03.52019(N)    123 12 50.71505(W) AD(       ) 3
 SC1712
 SC1712.Superseded values are not recommended for survey control.
 SC1712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1712.See file dsdata.txt to determine how the superseded data were derived.
 SC1712
 SC1712_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS8337812678(NAD 83)
 SC1712
 SC1712  HISTORY     - Date     Condition        Report By
 SC1712  HISTORY     - 1936     MONUMENTED       CGS
 SC1712  HISTORY     - 1950     SEE DESCRIPTION  CGS
 SC1712
 SC1712                          STATION DESCRIPTION
 SC1712
 SC1712'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (RWK)
 SC1712'STATION IS ONE OF THE CENTERS OF THE PILINGS FROM WHICH THE ARMS,
 SC1712'SUPPORTING THE LIGHTS, ARE SECURED BETWEEN SKAMOKAWA AND LONGVIEW.
 SC1712
 SC1712                          STATION RECOVERY (1950)
 SC1712
 SC1712'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (WHB)
 SC1712'STATION IS LOST.  THIS LIGHT WAS REBUILT IN 1944.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1708 ***********************************************************************
 SC1708  DESIGNATION -  EUREKA BAR LIGHT
 SC1708  PID         -  SC1708
 SC1708  STATE/COUNTY-  OR/COLUMBIA
 SC1708  USGS QUAD   -  OAK POINT (1985)
 SC1708
 SC1708                         *CURRENT SURVEY CONTROL
 SC1708  ___________________________________________________________________
 SC1708* NAD 83(1991)-  46 09 32.65549(N)    123 14 36.86572(W)     ADJUSTED  
 SC1708* NAVD 88     -              **(meters)            **(feet)            
 SC1708  ___________________________________________________________________
 SC1708  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 SC1708  GEOID HEIGHT-         -20.97  (meters)                     GEOID03
 SC1708  HORZ ORDER  -  THIRD
 SC1708
 SC1708.The horizontal coordinates were established by classical geodetic methods
 SC1708.and adjusted by the National Geodetic Survey in December 1991.
 SC1708
 SC1708
 SC1708.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1708
 SC1708.The geoid height was determined by GEOID03.
 SC1708
 SC1708;                    North         East     Units Scale Factor Converg.
 SC1708;SPC OR N     -   280,574.342 2,288,114.899   MT  1.00004435   -1 56 44.5
 SC1708;SPC OR N     -   920,519.49  7,506,938.65   iFT  1.00004435   -1 56 44.5
 SC1708;SPC WA S     -    95,465.391   288,138.569   MT  0.99994208   -1 59 34.5
 SC1708;SPC WA S     -   313,206.04    945,334.62   sFT  0.99994208   -1 59 34.5
 SC1708;UTM  10      - 5,111,750.447   481,193.639   MT  0.99960435   -0 10 32.5
 SC1708
 SC1708                          SUPERSEDED SURVEY CONTROL
 SC1708
 SC1708  NAD 83(1991)-  46 09 32.65549(N)    123 14 36.86573(W) AD(       ) 4
 SC1708  NAD 83(1986)-  46 09 32.66974(N)    123 14 36.86113(W) AD(       ) 4
 SC1708  NAD 27      -  46 09 33.27779(N)    123 14 32.42174(W) AD(       ) 3
 SC1708
 SC1708.Superseded values are not recommended for survey control.
 SC1708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1708.See file dsdata.txt to determine how the superseded data were derived.
 SC1708
 SC1708_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS8119411750(NAD 83)
 SC1708
 SC1708  HISTORY     - Date     Condition        Report By
 SC1708  HISTORY     - 1936     MONUMENTED       CGS
 SC1708  HISTORY     - 1950     SEE DESCRIPTION  CGS
 SC1708
 SC1708                          STATION DESCRIPTION
 SC1708
 SC1708'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (RWK)
 SC1708'STATION IS ONE OF THE CENTERS OF THE PILINGS FROM WHICH THE ARMS,
 SC1708'SUPPORTING THE LIGHTS, ARE SECURED BETWEEN SKAMOKAWA AND LONGVIEW.
 SC1708
 SC1708                          STATION RECOVERY (1950)
 SC1708
 SC1708'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (WHB)
 SC1708'THIS LIGHT IS NO LONGER IN EXISTENCE.  STATION IS LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1689 ***********************************************************************
 SC1689  DESIGNATION -  EUREKA BAR LOWER DIKE LIGHT
 SC1689  PID         -  SC1689
 SC1689  STATE/COUNTY-  OR/COLUMBIA
 SC1689  USGS QUAD   -  OAK POINT (1985)
 SC1689
 SC1689                         *CURRENT SURVEY CONTROL
 SC1689  ___________________________________________________________________
 SC1689* NAD 83(1991)-  46 09 47.30201(N)    123 13 59.53903(W)     ADJUSTED  
 SC1689* NAVD 88     -              **(meters)            **(feet)            
 SC1689  ___________________________________________________________________
 SC1689  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 SC1689  GEOID HEIGHT-         -20.95  (meters)                     GEOID03
 SC1689  HORZ ORDER  -  THIRD
 SC1689
 SC1689.The horizontal coordinates were established by classical geodetic methods
 SC1689.and adjusted by the National Geodetic Survey in December 1991.
 SC1689
 SC1689
 SC1689.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1689
 SC1689.The geoid height was determined by GEOID03.
 SC1689
 SC1689;                    North         East     Units Scale Factor Converg.
 SC1689;SPC OR N     -   280,999.192 2,288,930.647   MT  1.00004559   -1 56 18.1
 SC1689;SPC OR N     -   921,913.36  7,509,614.98   iFT  1.00004559   -1 56 18.1
 SC1689;SPC WA S     -    95,889.526   288,954.582   MT  0.99994156   -1 59 07.4
 SC1689;SPC WA S     -   314,597.55    948,011.82   sFT  0.99994156   -1 59 07.4
 SC1689;UTM  10      - 5,112,200.093   481,995.521   MT  0.99960398   -0 10 05.6
 SC1689
 SC1689                          SUPERSEDED SURVEY CONTROL
 SC1689
 SC1689  NAD 83(1991)-  46 09 47.30201(N)    123 13 59.53903(W) AD(       ) 4
 SC1689  NAD 83(1986)-  46 09 47.31719(N)    123 13 59.53309(W) AD(       ) 4
 SC1689  NAD 27      -  46 09 47.91700(N)    123 13 55.10081(W) AD(       ) 3
 SC1689
 SC1689.Superseded values are not recommended for survey control.
 SC1689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1689.See file dsdata.txt to determine how the superseded data were derived.
 SC1689
 SC1689_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS8199612200(NAD 83)
 SC1689
 SC1689  HISTORY     - Date     Condition        Report By
 SC1689  HISTORY     - 1936     MONUMENTED       CGS
 SC1689
 SC1689                          STATION DESCRIPTION
 SC1689
 SC1689'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (RWK)
 SC1689'THE TRIANGULATION STATION IS THE CENTER OF THE NAVIGATION LIGHT
 SC1689'LENS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0520 ***********************************************************************
 RA0520  DESIGNATION -  EUREKA BAR RM 1
 RA0520  PID         -  RA0520
 RA0520  STATE/COUNTY-  OR/WALLOWA
 RA0520  USGS QUAD   -  DEADHORSE RIDGE (1963)
 RA0520
 RA0520                         *CURRENT SURVEY CONTROL
 RA0520  ___________________________________________________________________
 RA0520* NAD 83(1986)-  45 49 22.     (N)    116 46 32.     (W)     SCALED    
 RA0520* NAVD 88     -       304.927  (meters)    1000.41   (feet)  ADJUSTED  
 RA0520  ___________________________________________________________________
 RA0520  GEOID HEIGHT-         -16.68  (meters)                     GEOID03
 RA0520  DYNAMIC HT  -         304.861 (meters)    1000.20  (feet)  COMP
 RA0520  MODELED GRAV-     980,394.1   (mgal)                       NAVD 88
 RA0520
 RA0520  VERT ORDER  -  SECOND    CLASS 0
 RA0520
 RA0520.The horizontal coordinates were scaled from a topographic map and have
 RA0520.an estimated accuracy of +/- 6 seconds.
 RA0520
 RA0520.The orthometric height was determined by differential leveling
 RA0520.and adjusted in June 1991.
 RA0520
 RA0520.The geoid height was determined by GEOID03.
 RA0520
 RA0520.The dynamic height is computed by dividing the NAVD 88
 RA0520.geopotential number by the normal gravity value computed on the
 RA0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0520.degrees latitude (g = 980.6199 gals.).
 RA0520
 RA0520.The modeled gravity was interpolated from observed gravity values.
 RA0520
 RA0520;                    North         East    Units  Estimated Accuracy
 RA0520;SPC OR N     -   246,270.    2,789,310.      MT  (+/- 180 meters Scaled)
 RA0520
 RA0520                          SUPERSEDED SURVEY CONTROL
 RA0520
 RA0520  NGVD 29 (??/??/92)  303.822  (m)          996.79   (f) ADJ UNCH    2 0
 RA0520
 RA0520.Superseded values are not recommended for survey control.
 RA0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0520.See file dsdata.txt to determine how the superseded data were derived.
 RA0520
 RA0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL174743(NAD 83)
 RA0520_MARKER: DR = REFERENCE MARK DISK
 RA0520_SETTING: 66 = SET IN ROCK OUTCROP
 RA0520_SP_SET: ROCK OUTCROP
 RA0520_STAMPING: EUREKA BAR NO. 1 1945
 RA0520_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA0520+STABILITY: POSITION/ELEVATION WELL
 RA0520
 RA0520  HISTORY     - Date     Condition        Report By
 RA0520  HISTORY     - 1945     MONUMENTED       CGS
 RA0520
 RA0520                          STATION DESCRIPTION
 RA0520
 RA0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RA0520'0.8 MI N FROM MOUTH OF IMNAHA RIVER.
 RA0520'0.8 MILE NORTH ALONG THE SNAKE RIVER FROM THE MOUTH OF THE IMNAHA
 RA0520'RIVER, SET ON THE WEST BANK OF RIVER, ABOUT 300 FEET WEST OF WEST BANK
 RA0520'OF SNAKE RIVER, ON THE SOUTHEAST EDGE OF A GUICH WHICH HAS THE EUREKA
 RA0520'BAR CREEK AT THE BOTTOM, 18 FEET WEST OF THE TRIANGULATION STATION.
 RA0520'BRONZE REFERENCE DISK SET IN TOP OF A LAVA ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0521 ***********************************************************************
 RA0521  DESIGNATION -  EUREKA BAR RM 2
 RA0521  PID         -  RA0521
 RA0521  STATE/COUNTY-  OR/WALLOWA
 RA0521  USGS QUAD   -  DEADHORSE RIDGE (1963)
 RA0521
 RA0521                         *CURRENT SURVEY CONTROL
 RA0521  ___________________________________________________________________
 RA0521* NAD 83(1986)-  45 49 22.     (N)    116 46 32.     (W)     SCALED    
 RA0521* NAVD 88     -       303.523  (meters)     995.81   (feet)  ADJUSTED  
 RA0521  ___________________________________________________________________
 RA0521  GEOID HEIGHT-         -16.68  (meters)                     GEOID03
 RA0521  DYNAMIC HT  -         303.457 (meters)     995.59  (feet)  COMP
 RA0521  MODELED GRAV-     980,394.1   (mgal)                       NAVD 88
 RA0521
 RA0521  VERT ORDER  -  SECOND    CLASS 0
 RA0521
 RA0521.The horizontal coordinates were scaled from a topographic map and have
 RA0521.an estimated accuracy of +/- 6 seconds.
 RA0521
 RA0521.The orthometric height was determined by differential leveling
 RA0521.and adjusted in June 1991.
 RA0521
 RA0521.The geoid height was determined by GEOID03.
 RA0521
 RA0521.The dynamic height is computed by dividing the NAVD 88
 RA0521.geopotential number by the normal gravity value computed on the
 RA0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0521.degrees latitude (g = 980.6199 gals.).
 RA0521
 RA0521.The modeled gravity was interpolated from observed gravity values.
 RA0521
 RA0521;                    North         East    Units  Estimated Accuracy
 RA0521;SPC OR N     -   246,270.    2,789,310.      MT  (+/- 180 meters Scaled)
 RA0521
 RA0521                          SUPERSEDED SURVEY CONTROL
 RA0521
 RA0521  NGVD 29 (??/??/92)  302.418  (m)          992.18   (f) ADJ UNCH    2 0
 RA0521
 RA0521.Superseded values are not recommended for survey control.
 RA0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0521.See file dsdata.txt to determine how the superseded data were derived.
 RA0521
 RA0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL174743(NAD 83)
 RA0521_MARKER: DR = REFERENCE MARK DISK
 RA0521_SETTING: 66 = SET IN ROCK OUTCROP
 RA0521_SP_SET: ROCK OUTCROP
 RA0521_STAMPING: EUREKA BAR NO. 2 1945
 RA0521_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA0521+STABILITY: POSITION/ELEVATION WELL
 RA0521
 RA0521  HISTORY     - Date     Condition        Report By
 RA0521  HISTORY     - 1945     MONUMENTED       CGS
 RA0521
 RA0521                          STATION DESCRIPTION
 RA0521
 RA0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RA0521'0.8 MI N FROM MOUTH OF IMNAHA RIVER.
 RA0521'0.8 MILE NORTH ALONG THE SNAKE RIVER FROM THE MOUTH OF THE IMNAHA
 RA0521'RIVER, SET ON THE WEST BANK OF RIVER, ABOUT 300 FEET WEST OF WEST BANK
 RA0521'OF SNAKE RIVER, ON THE SOUTHEAST EDGE OF A GULCH WHICH HAS THE EUREKA
 RA0521'BAR CREEK AT THE BOTTOM, ABOUT 40 FEET EAST OF THE TRAIL, 16 FEET
 RA0521'NORTHWEST OF THE TRIANGULATION STATION.  A BRONZE REFERENCE DISK SET
 RA0521'IN TOP OF LAVA ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1711 ***********************************************************************
 SC1711  DESIGNATION -  EUREKA DIKE LOWER LIGHT
 SC1711  PID         -  SC1711
 SC1711  STATE/COUNTY-  OR/COLUMBIA
 SC1711  USGS QUAD   -  OAK POINT (1985)
 SC1711
 SC1711                         *CURRENT SURVEY CONTROL
 SC1711  ___________________________________________________________________
 SC1711* NAD 83(1991)-  46 09 59.28826(N)    123 13 30.01142(W)     ADJUSTED  
 SC1711* NAVD 88     -              **(meters)            **(feet)            
 SC1711  ___________________________________________________________________
 SC1711  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 SC1711  GEOID HEIGHT-         -20.94  (meters)                     GEOID03
 SC1711  HORZ ORDER  -  THIRD
 SC1711
 SC1711.The horizontal coordinates were established by classical geodetic methods
 SC1711.and adjusted by the National Geodetic Survey in December 1991.
 SC1711
 SC1711
 SC1711.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1711
 SC1711.The geoid height was determined by GEOID03.
 SC1711
 SC1711;                    North         East     Units Scale Factor Converg.
 SC1711;SPC OR N     -   281,347.693 2,289,576.288   MT  1.00004661   -1 55 57.1
 SC1711;SPC OR N     -   923,056.74  7,511,733.23   iFT  1.00004661   -1 55 57.1
 SC1711;SPC WA S     -    96,237.461   289,600.442   MT  0.99994113   -1 58 46.0
 SC1711;SPC WA S     -   315,739.07    950,130.78   sFT  0.99994113   -1 58 46.0
 SC1711;UTM  10      - 5,112,568.209   482,629.808   MT  0.99960371   -0 09 44.3
 SC1711
 SC1711                          SUPERSEDED SURVEY CONTROL
 SC1711
 SC1711  NAD 83(1991)-  46 09 59.28826(N)    123 13 30.01141(W) AD(       ) 4
 SC1711  NAD 83(1986)-  46 09 59.30338(N)    123 13 30.00585(W) AD(       ) 4
 SC1711  NAD 27      -  46 09 59.90330(N)    123 13 25.57390(W) AD(       ) 3
 SC1711
 SC1711.Superseded values are not recommended for survey control.
 SC1711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1711.See file dsdata.txt to determine how the superseded data were derived.
 SC1711
 SC1711_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS8263012568(NAD 83)
 SC1711_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC1711+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2004
 SC1711
 SC1711  HISTORY     - Date     Condition        Report By
 SC1711  HISTORY     - 1950     MONUMENTED       CGS
 SC1711  HISTORY     - 1950     SEE DESCRIPTION  CGS
 SC1711  HISTORY     - 20040413 GOOD             USPSQD
 SC1711
 SC1711                          STATION DESCRIPTION
 SC1711
 SC1711'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WHB)
 SC1711'STATION IS THE CENTER OF THE NAVIGATION LIGHT MOUNTED ON WHITE
 SC1711'PLATFORM ON DOLPHIN AT W END OF DIKE NO. 62.1.  IT IS IN
 SC1711'APPROXIMATELY 18 FEET OF WATER AND IS ABOUT 17 FEET ABOVE THE
 SC1711'WATER.
 SC1711'
 SC1711'THE 1950 EDITION OF THE PACIFIC COAST LIGHT LIST LISTS THIS
 SC1711'LIGHT AS EUREKA DIKE LOWER, FL.R.4 SEC., ESTABLISHED IN 1924 AND
 SC1711'REBUILT IN 1941.  LIGHT LIST NO. 1040.
 SC1711'
 SC1711'STATION IS 3.6 METERS E AND 2.5 METERS DOWNSTREAM FROM CENTER
 SC1711'OF W END OF JETTY.
 SC1711
 SC1711                          STATION RECOVERY (1950)
 SC1711
 SC1711'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (WHB)
 SC1711'STATION IS THE CENTER OF THE NAVIGATION LIGHT MOUNTED ON TOP OF
 SC1711'WHITE CONICAL HOUSE WITH RED BAND AT TOP OF BLACK ROUND STEEL
 SC1711'PILE AT THE N END AND DOWNSTREAM OF DIKE JETTY NO. 62.5.  IT IS
 SC1711'12.2 METERS DOWNSTREAM FROM THE N END OF DIKE JETTY NO. 62.5, IN
 SC1711'APPROXIMATELY 18 FEET OF WATER, AND ABOUT 17 FEET ABOVE THE
 SC1711'WATER.
 SC1711'
 SC1711'THE 1950 EDITION OF THE PACIFIC COAST LIGHT LIST LISTS THIS
 SC1711'LIGHT AS EUREKA LOWER DIKE, FL.R.4 SEC., ESTABLISHED IN 1924,
 SC1711'REBUILT IN 1949.  LIGHT LIST NO. 1038.
 SC1711
 SC1711                          STATION RECOVERY (2004)
 SC1711
 SC1711'RECOVERY NOTE BY US POWER SQUADRON 2004 (SO)
 SC1711'THE 2004 EDITION OF CG LIGHT LIST LISTS THIS LIGHT AS DIKE LIGHT 78
 SC1711'FL.R.4 SEC NUMBER 10590
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1715 ***********************************************************************
 SC1715  DESIGNATION -  EUREKA DIKE UPPER LIGHT
 SC1715  PID         -  SC1715
 SC1715  STATE/COUNTY-  OR/COLUMBIA
 SC1715  USGS QUAD   -  OAK POINT (1985)
 SC1715
 SC1715                         *CURRENT SURVEY CONTROL
 SC1715  ___________________________________________________________________
 SC1715* NAD 83(1991)-  46 10 02.93270(N)    123 12 55.14320(W)     ADJUSTED  
 SC1715* NAVD 88     -              **(meters)            **(feet)            
 SC1715  ___________________________________________________________________
 SC1715  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 SC1715  GEOID HEIGHT-         -20.94  (meters)                     GEOID03
 SC1715  HORZ ORDER  -  THIRD
 SC1715
 SC1715.The horizontal coordinates were established by classical geodetic methods
 SC1715.and adjusted by the National Geodetic Survey in December 1991.
 SC1715
 SC1715
 SC1715.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1715
 SC1715.The geoid height was determined by GEOID03.
 SC1715
 SC1715;                    North         East     Units Scale Factor Converg.
 SC1715;SPC OR N     -   281,434.979 2,290,327.707   MT  1.00004692   -1 55 32.4
 SC1715;SPC OR N     -   923,343.11  7,514,198.51   iFT  1.00004692   -1 55 32.4
 SC1715;SPC WA S     -    96,324.124   290,351.852   MT  0.99994100   -1 58 20.6
 SC1715;SPC WA S     -   316,023.40    952,596.03   sFT  0.99994100   -1 58 20.6
 SC1715;UTM  10      - 5,112,678.618   483,377.840   MT  0.99960340   -0 09 19.2
 SC1715
 SC1715                          SUPERSEDED SURVEY CONTROL
 SC1715
 SC1715  NAD 83(1991)-  46 10 02.93270(N)    123 12 55.14320(W) AD(       ) 4
 SC1715  NAD 83(1986)-  46 10 02.94789(N)    123 12 55.13815(W) AD(       ) 4
 SC1715  NAD 27      -  46 10 03.54761(N)    123 12 50.70721(W) AD(       ) 3
 SC1715
 SC1715.Superseded values are not recommended for survey control.
 SC1715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1715.See file dsdata.txt to determine how the superseded data were derived.
 SC1715
 SC1715_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS8337812679(NAD 83)
 SC1715_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC1715+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2004
 SC1715
 SC1715  HISTORY     - Date     Condition        Report By
 SC1715  HISTORY     - 1950     MONUMENTED       CGS
 SC1715  HISTORY     - 20040413 GOOD             USPSQD
 SC1715
 SC1715                          STATION DESCRIPTION
 SC1715
 SC1715'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WHB)
 SC1715'STATION IS THE CENTER OF THE NAVIGATION LIGHT MOUNTED ON TOP OF
 SC1715'WHITE CONICAL HOUSE WITH RED BAND AT TOP OF DOLPHIN AT THE E
 SC1715'END OF DIKE JETTY NO. 62.1.  IT IS 2.5 METERS W AND 2.0 METERS
 SC1715'DOWNSTREAM FROM THE E END OF JETTY, IN APPROXIMATELY 15 FEET OF
 SC1715'WATER AND ABOUT 15 FEET ABOVE THE WATER.
 SC1715'
 SC1715'THE 1950 EDITION OF THE PACIFIC COAST LIGHT LISTS THIS
 SC1715'STATION AS EUREKA DIKE UPPER, FL. W. 4 SEC., ESTABLISHED IN 1924,
 SC1715'REBUILT IN 1944.  LIGHT LIST NO. 1041.
 SC1715
 SC1715                          STATION RECOVERY (2004)
 SC1715
 SC1715'RECOVERY NOTE BY US POWER SQUADRON 2004 (SO)
 SC1715'THE 2004 EDITION CG LIGHT LIST LISTS THIS LIGHT AS DIKE LIGHT 80
 SC1715'FL. R 6 SEC
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA1129 ***********************************************************************
 RA1129  DESIGNATION -  EVANS
 RA1129  PID         -  RA1129
 RA1129  STATE/COUNTY-  OR/WALLOWA
 RA1129  USGS QUAD   -  EVANS (1990)
 RA1129
 RA1129                         *CURRENT SURVEY CONTROL
 RA1129  ___________________________________________________________________
 RA1129* NAD 83(1991)-  45 30 20.10896(N)    117 25 05.55551(W)     ADJUSTED  
 RA1129* NAVD 88     -      1122.1    (meters)    3681.     (feet)  VERTCON   
 RA1129  ___________________________________________________________________
 RA1129  LAPLACE CORR-           4.87  (seconds)                    DEFLEC99
 RA1129  GEOID HEIGHT-         -16.61  (meters)                     GEOID03
 RA1129  HORZ ORDER  -  SECOND
 RA1129
 RA1129.The horizontal coordinates were established by classical geodetic methods
 RA1129.and adjusted by the National Geodetic Survey in October 1991.
 RA1129
 RA1129.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1129.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1129
 RA1129.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1129
 RA1129.The geoid height was determined by GEOID03.
 RA1129
 RA1129;                    North         East     Units Scale Factor Converg.
 RA1129;SPC OR N     -   208,937.636 2,740,763.302   MT  0.99991184   +2 11 08.0
 RA1129;SPC OR N     -   685,490.93  8,992,005.58   iFT  0.99991184   +2 11 08.0
 RA1129;UTM  11      - 5,039,202.124   467,329.837   MT  0.99961312   -0 17 54.0
 RA1129
 RA1129!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1129!SPC OR N     -   0.99982672  x   0.99991184  =   0.99973858
 RA1129!UTM  11      -   0.99982672  x   0.99961312  =   0.99943991
 RA1129
 RA1129|---------------------------------------------------------------------|
 RA1129| PID    Reference Object                     Distance      Geod. Az  |
 RA1129|                                                           dddmmss.s |
 RA1129| CF5255 EVANS RM 3                            6.099 METERS 10532     |
 RA1129| CF5253 EVANS RM 1                            5.398 METERS 15749     |
 RA1129| RA1162 LOSTINE RESET                       APPROX. 2.2 KM 2040308.7 |
 RA1129| RA1160 LOSTINE CHURCH SPIRE                APPROX. 2.4 KM 2055507.7 |
 RA1129| CF5254 EVANS RM 2                            7.950 METERS 24924     |
 RA1129|---------------------------------------------------------------------|
 RA1129
 RA1129                          SUPERSEDED SURVEY CONTROL
 RA1129
 RA1129  NAD 83(1986)-  45 30 20.11177(N)    117 25 05.54306(W) AD(       ) 2
 RA1129  NAD 27      -  45 30 20.58345(N)    117 25 01.90914(W) AD(       ) 2
 RA1129  NGVD 29 (07/19/86) 1120.9    (m)         3677.     (f) VERT ANG    3  
 RA1129
 RA1129.Superseded values are not recommended for survey control.
 RA1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1129.See file dsdata.txt to determine how the superseded data were derived.
 RA1129
 RA1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML6733039202(NAD 83)
 RA1129_MARKER: DS = TRIANGULATION STATION DISK
 RA1129_SETTING: 66 = SET IN ROCK OUTCROP
 RA1129_STAMPING: EVANS 1946
 RA1129_MARK LOGO: CGS   
 RA1129_MAGNETIC: N = NO MAGNETIC MATERIAL
 RA1129_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA1129+STABILITY: POSITION/ELEVATION WELL
 RA1129_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RA1129+SATELLITE: SATELLITE OBSERVATIONS - April 28, 1988
 RA1129
 RA1129  HISTORY     - Date     Condition        Report By
 RA1129  HISTORY     - 1946     MONUMENTED       CGS
 RA1129  HISTORY     - 1968     SEE DESCRIPTION  CGS
 RA1129  HISTORY     - 19880428 GOOD             NGS
 RA1129
 RA1129                          STATION DESCRIPTION
 RA1129
 RA1129'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JTJ)
 RA1129'THE STATION IS LOCATED 9 MILES, AIRLINE, NORTHWEST OF ENTERPRISE,
 RA1129'1.75 MILES NORTH NORTHEAST OF LOSTINE, ALONG THE SOUTHERN EDGE OF A
 RA1129'PROMINENT BLUFF AND ON THE HIGHEST POINT OF THE RIM.
 RA1129'
 RA1129'TO REACH THE STATION FROM THE EAST SIDE OF THE HIGH SCHOOL IN
 RA1129'LOSTINE GO NORTH ON GRAVEL ROAD FOR 0.9 MILE TO A GRADED ROAD ON THE
 RA1129'RIGHT, TURN RIGHT AND GO 0.55 MILE TO RAILROAD TRACKS, CROSS TRACKS
 RA1129'AND KEEP LEFT HAND ROAD, STRAIGHT AHEAD, FOR 0.3 MILE TO THE
 RA1129'WALLOWA RIVER BRIDGE, CROSS BRIDGE AND FOLLOW ROAD UP DRAW FOR
 RA1129'0.6 MILE TO A WIRE GATE ON THE LEFT.  THENCE TURN LEFT THROUGH
 RA1129'GATE AND FOLLOW FENCE LINE ON THE LEFT FOR 100 YARDS TO A BOARD
 RA1129'GATE, PASS THROUGH BOARD GATE AND GO WEST THEN SOUTH UP HILL TO
 RA1129'THE SOUTHERN EDGE OF THE BLUFF AND THE STATION SITE.
 RA1129'
 RA1129'THE STATION IS SITUATED 20 FEET NORTH OF THE MOST SOUTHERN POINT
 RA1129'OF THE RIM AND IS SET FLUSH IN ROCK OUTCROP THAT PROJECTS ABOUT
 RA1129'14 INCHES.  THE DISK IS STAMPED EVANS 1946.
 RA1129'
 RA1129'REFERENCE MARK NO. 1 IS 2 FEET LOWER THAN STATION AND 10 FEET NORTH
 RA1129'OF THE SOUTHERN EDGE OF RIM.  THE DISK, SET FLUSH, IS STAMPED
 RA1129'EVANS NO 1 1946.
 RA1129'
 RA1129'REFERENCE MARK NO. 2 IS 1 FOOT LOWER THAN THE STATION AND 5 FEET
 RA1129'EAST OF THE WEST RIM.  THE DISK, SET FLUSH, IS STAMPED EVANS NO
 RA1129'2 1946.
 RA1129'
 RA1129'TRIANGULATION STATION LOSTINE WILL SERVE AS AN AZIMUTH MARK.
 RA1129
 RA1129                          STATION RECOVERY (1968)
 RA1129
 RA1129'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (NET)
 RA1129'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED IN GOOD
 RA1129'CONDITION.  REFERENCE MARK NO. 1 HAD BEEN DESTROYED.  REFERENCE
 RA1129'MARK NO. 3 WAS ESTABLISHED.  A NEW AND COMPLETE DESCRIPTION
 RA1129'FOLLOWS.
 RA1129'
 RA1129'THE STATION IS 1-3/4 MILES NORTH-NORTHEAST OF LOSTINE ON THE
 RA1129'SOUTHERN RIM OF A PROMINENT BLUFF, ON PASTURE LAND OWNED BY
 RA1129'MR. GEORGE E. WOOD.
 RA1129'
 RA1129'TO REACH THE STATION FROM THE LOSTINE POST OFFICE, GO EAST ON
 RA1129'STATE HIGHWAY 82 FOR 0.25 MILE TO A SIDE ROAD LEFT, TURN LEFT
 RA1129'AND GO NORTH ON THE GRAVELED ROAD FOR 1.0 MILE TO A SIDE ROAD
 RA1129'RIGHT, TURN RIGHT AND GO EAST FOR 0.4 MILE TO A FORK, JUST AFTER
 RA1129'CROSSING THE RAILROAD TRACKS, TAKE THE LEFT FORK AND GO NORTHEAST
 RA1129'FOR 0.25 MILE TO THE BRIDGE OVER THE WALLOWA RIVER, CROSS THE
 RA1129'BRIDGE AND CONTINUE NORTH UP THE CANYON FOR 0.45 MILE TO A
 RA1129'BOARD GATE IN A T FENCE CORNER ON THE LEFT AND THE END OF TRUCK
 RA1129'TRAVEL.  PACK SOUTH-SOUTHWEST ACROSS THE PASTURE TO THE
 RA1129'FIRST SUMMIT AND STATION.  LENGTH OF PACK IS 10 MINUTES.
 RA1129'
 RA1129'THE STATION MARK, STAMPED EVANS 1946, IS A STANDARD DISK CEMENTED
 RA1129'IN A DRILL HOLE IN A 1.5 BY 1.5 FOOT BEDROCK THAT PROJECTS 6
 RA1129'INCHES.  IT IS 20 FEET NORTH OF THE EDGE OF THE BLUFF AND 1 FOOT
 RA1129'SOUTH OF A ROCK CAIRN.  (NOTE 2)
 RA1129'
 RA1129'REFERENCE MARK NO. 2, STAMPED EVANS NO 2 1946, IS A STANDARD
 RA1129'DISK CEMENTED IN A DRILL HOLE IN A 1 BY 1 FOOT BEDROCK THAT
 RA1129'PROJECTS 2 INCHES.  IT IS AT THE EDGE OF THE BLUFF AND 1 FOOT LOWER
 RA1129'THAN THE STATION.  (NOTE 12A)
 RA1129'
 RA1129'REFERENCE MARK NO. 3, STAMPED EVANS NO 3 1946 1968, IS A
 RA1129'STANDARD DISK CEMENTED IN A DRILL HOLE IN A 1.5 BY 1.5 FOOT
 RA1129'BEDROCK THAT PROJECTS 2 INCHES.  IT IS 16 FEET NORTH OF THE EDGE
 RA1129'OF THE BLUFF AND 1 FOOT WEST OF A ROCK CAIRN.  (NOTE 12A)
 RA1129'
 RA1129'DISTANCE BETWEEN R.M. NO. 2 AND R.M. NO. 3 IS 43.85 FEET.
 RA1129'
 RA1129'TRIANGULATION STATION LOSTINE 1946 MAY BE USED FOR THE AZIMUTH
 RA1129'MARK.  SEE DESCRIPTION THEREOF.
 RA1129
 RA1129                          STATION RECOVERY (1988)
 RA1129
 RA1129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (LLR)
 RA1129'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1312 ***********************************************************************
 OA1312  DESIGNATION -  EVANS PRODUCTS CO STACK
 OA1312  PID         -  OA1312
 OA1312  STATE/COUNTY-  OR/COOS
 OA1312  USGS QUAD   -  COOS BAY (1975)
 OA1312
 OA1312                         *CURRENT SURVEY CONTROL
 OA1312  ___________________________________________________________________
 OA1312* NAD 83(1991)-  43 21 25.60382(N)    124 12 34.17197(W)     ADJUSTED  
 OA1312* NAVD 88     -              **(meters)            **(feet)            
 OA1312  ___________________________________________________________________
 OA1312  LAPLACE CORR-          14.80  (seconds)                    DEFLEC99
 OA1312  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 OA1312  HORZ ORDER  -  THIRD
 OA1312
 OA1312.The horizontal coordinates were established by classical geodetic methods
 OA1312.and adjusted by the National Geodetic Survey in October 1991.
 OA1312
 OA1312
 OA1312.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1312
 OA1312.The geoid height was determined by GEOID03.
 OA1312
 OA1312;                    North         East     Units Scale Factor Converg.
 OA1312;SPC OR S     -   194,437.527 1,199,410.418   MT  0.99990001   -2 32 16.2
 OA1312;SPC OR S     -   637,918.40  3,935,073.55   iFT  0.99990001   -2 32 16.2
 OA1312;UTM  10      - 4,801,183.015   401,988.702   MT  0.99971816   -0 49 49.6
 OA1312
 OA1312                          SUPERSEDED SURVEY CONTROL
 OA1312
 OA1312  NAD 83(1986)-  43 21 25.60058(N)    124 12 34.21769(W) AD(       ) 4
 OA1312  NAD 27      -  43 21 26.19400(N)    124 12 29.82300(W) AD(       ) 3
 OA1312
 OA1312.Superseded values are not recommended for survey control.
 OA1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1312.See file dsdata.txt to determine how the superseded data were derived.
 OA1312
 OA1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP0198901183(NAD 83)
 OA1312
 OA1312  HISTORY     - Date     Condition        Report By
 OA1312  HISTORY     - 1945     MONUMENTED       CGS
 OA1312  HISTORY     - 1965     SEE DESCRIPTION  CGS
 OA1312  HISTORY     - 19940624 MARK NOT FOUND   USPSQD
 OA1312
 OA1312                          STATION DESCRIPTION
 OA1312
 OA1312'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (KGC)
 OA1312'IT IS ABOUT 0.1 MILE S OF THE COOS BAY CITY LIMITS, ABOUT 800
 OA1312'FEET E OF U.S. HIGHWAY 101, AND ON THE S EDGE OF THE EVANS PRODUCTS
 OA1312'COMPANY MILL BUILDINGS.  IT IS A LARGE CONCRETE STACK ABOUT 100
 OA1312'FEET HIGH.  THE STACK IS PAINTED WHITE, EXCEPT FOR THE TOP 15
 OA1312'FEET WHICH IS PAINTED BLACK.
 OA1312
 OA1312                          STATION RECOVERY (1965)
 OA1312
 OA1312'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (HJS)
 OA1312'THE EVANS PRODUCTS CO. HAS BEEN DESTROYED AND ALL BUILDING AND
 OA1312'STRUCTURES TORN DOWN.  THE STACK HAS BEEN DESTROYED.
 OA1312
 OA1312                          STATION RECOVERY (1994)
 OA1312
 OA1312'RECOVERY NOTE BY US POWER SQUADRON 1994
 OA1312'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1300 ***********************************************************************
 OA1300  DESIGNATION -  EVANS PRODUCTS CO TANK 1
 OA1300  PID         -  OA1300
 OA1300  STATE/COUNTY-  OR/COOS
 OA1300  USGS QUAD   -  COOS BAY (1975)
 OA1300
 OA1300                         *CURRENT SURVEY CONTROL
 OA1300  ___________________________________________________________________
 OA1300* NAD 83(1991)-  43 21 30.26824(N)    124 12 33.39533(W)     ADJUSTED  
 OA1300* NAVD 88     -              **(meters)            **(feet)            
 OA1300  ___________________________________________________________________
 OA1300  LAPLACE CORR-          14.77  (seconds)                    DEFLEC99
 OA1300  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 OA1300  HORZ ORDER  -  THIRD
 OA1300
 OA1300.The horizontal coordinates were established by classical geodetic methods
 OA1300.and adjusted by the National Geodetic Survey in October 1991.
 OA1300
 OA1300
 OA1300.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1300
 OA1300.The geoid height was determined by GEOID03.
 OA1300
 OA1300;                    North         East     Units Scale Factor Converg.
 OA1300;SPC OR S     -   194,580.546 1,199,434.260   MT  0.99990008   -2 32 15.7
 OA1300;SPC OR S     -   638,387.62  3,935,151.77   iFT  0.99990008   -2 32 15.7
 OA1300;UTM  10      - 4,801,326.655   402,008.270   MT  0.99971812   -0 49 49.1
 OA1300
 OA1300                          SUPERSEDED SURVEY CONTROL
 OA1300
 OA1300  NAD 83(1986)-  43 21 30.26506(N)    124 12 33.44101(W) AD(       ) 4
 OA1300  NAD 27      -  43 21 30.86000(N)    124 12 29.04600(W) AD(       ) 3
 OA1300
 OA1300.Superseded values are not recommended for survey control.
 OA1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1300.See file dsdata.txt to determine how the superseded data were derived.
 OA1300
 OA1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP0200801327(NAD 83)
 OA1300
 OA1300  HISTORY     - Date     Condition        Report By
 OA1300  HISTORY     - 1945     MONUMENTED       CGS
 OA1300  HISTORY     - 1965     SEE DESCRIPTION  CGS
 OA1300  HISTORY     - 19940624 MARK NOT FOUND   USPSQD
 OA1300
 OA1300                          STATION DESCRIPTION
 OA1300
 OA1300'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (KGC)
 OA1300'IT IS ABOUT 0.1 MILE S OF THE COOS BAY CITY LIMITS, ABOUT 0.1
 OA1300'MILE E OF U.S. HIGHWAY 101, AND ON THE W EDGE OF THE EVANS
 OA1300'PRODUCTS COMPANY BUILDINGS.  IT IS ABOUT 0.1 MILE E OF AN
 OA1300'IDENTICAL TANK.  IT IS A WOODEN WATER TANK ON TOP OF A 40-FOOT
 OA1300'WOODEN TOWER.  THE TOWER IS PAINTED WHITE AND THE TANK IS PAINTED
 OA1300'ALUMINUM.  THERE ARE NO SIGNS ON THIS TANK.
 OA1300
 OA1300                          STATION RECOVERY (1965)
 OA1300
 OA1300'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (HJS)
 OA1300'THE EVANS PRODUCTS CO. HAS BEEN DESTROYED AND ALL BUILDINGS AND
 OA1300'STRUCTURES TORN DOWN.  THE TANK HAS BEEN DESTROYED.
 OA1300
 OA1300                          STATION RECOVERY (1994)
 OA1300
 OA1300'RECOVERY NOTE BY US POWER SQUADRON 1994
 OA1300'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1316 ***********************************************************************
 OA1316  DESIGNATION -  EVANS PRODUCTS CO TANK 2
 OA1316  PID         -  OA1316
 OA1316  STATE/COUNTY-  OR/COOS
 OA1316  USGS QUAD   -  COOS BAY (1975)
 OA1316
 OA1316                         *CURRENT SURVEY CONTROL
 OA1316  ___________________________________________________________________
 OA1316* NAD 83(1991)-  43 21 23.63115(N)    124 12 39.25711(W)     ADJUSTED  
 OA1316* NAVD 88     -              **(meters)            **(feet)            
 OA1316  ___________________________________________________________________
 OA1316  LAPLACE CORR-          14.85  (seconds)                    DEFLEC99
 OA1316  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 OA1316  HORZ ORDER  -  THIRD
 OA1316
 OA1316.The horizontal coordinates were established by classical geodetic methods
 OA1316.and adjusted by the National Geodetic Survey in October 1991.
 OA1316
 OA1316
 OA1316.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1316
 OA1316.The geoid height was determined by GEOID03.
 OA1316
 OA1316;                    North         East     Units Scale Factor Converg.
 OA1316;SPC OR S     -   194,381.786 1,199,293.334   MT  0.99989998   -2 32 19.7
 OA1316;SPC OR S     -   637,735.52  3,934,689.42   iFT  0.99989998   -2 32 19.7
 OA1316;UTM  10      - 4,801,123.820   401,873.353   MT  0.99971844   -0 49 53.0
 OA1316
 OA1316                          SUPERSEDED SURVEY CONTROL
 OA1316
 OA1316  NAD 83(1986)-  43 21 23.62792(N)    124 12 39.30276(W) AD(       ) 4
 OA1316  NAD 27      -  43 21 24.22200(N)    124 12 34.90700(W) AD(       ) 3
 OA1316
 OA1316.Superseded values are not recommended for survey control.
 OA1316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1316.See file dsdata.txt to determine how the superseded data were derived.
 OA1316
 OA1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP0187301124(NAD 83)
 OA1316
 OA1316  HISTORY     - Date     Condition        Report By
 OA1316  HISTORY     - 1945     MONUMENTED       CGS
 OA1316  HISTORY     - 1965     SEE DESCRIPTION  CGS
 OA1316  HISTORY     - 19940624 MARK NOT FOUND   USPSQD
 OA1316
 OA1316                          STATION DESCRIPTION
 OA1316
 OA1316'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (KGC)
 OA1316'IT IS ABOUT 0.1 MILE S OF THE COOS BAY CITY LIMITS, ABOUT 250
 OA1316'FEET E OF U.S. HIGHWAY 101, AND ON THE W EDGE OF THE EVANS
 OA1316'PRODUCTS COMPANY BUILDINGS.  (THERE IS AN IDENTICAL TANK ABOUT
 OA1316'0.1 MILE E.) IT IS A WOODEN WATER TANK ON A 40-FOOT WOODEN
 OA1316'TOWER.  THE TOWER IS PAINTED WHITE AND THE TANK IS PAINTED
 OA1316'ALUMINUM.  THERE ARE FOUR SIGNS EVANS ON THE TANK.
 OA1316
 OA1316                          STATION RECOVERY (1965)
 OA1316
 OA1316'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (HJS)
 OA1316'THE EVANS PRODUCTS CO. HAS BEEN DESTROYED AND ALL BUILDINGS AND
 OA1316'STRUCTURES TORN DOWN.  THE TANK HAS BEEN DESTROYED.
 OA1316
 OA1316                          STATION RECOVERY (1994)
 OA1316
 OA1316'RECOVERY NOTE BY US POWER SQUADRON 1994
 OA1316'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2623 ***********************************************************************
 RC2623  DESIGNATION -  EVERETT
 RC2623  PID         -  RC2623
 RC2623  STATE/COUNTY-  OR/SHERMAN
 RC2623  USGS QUAD   -  BIGGS JUNCTION (1994)
 RC2623
 RC2623                         *CURRENT SURVEY CONTROL
 RC2623  ___________________________________________________________________
 RC2623* NAD 83(1991)-  45 39 32.28682(N)    120 46 47.25163(W)     ADJUSTED  
 RC2623* NAVD 88     -       345.     (meters)    1132.     (feet)  SCALED    
 RC2623  ___________________________________________________________________
 RC2623  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 RC2623  GEOID HEIGHT-         -21.36  (meters)                     GEOID03
 RC2623  HORZ ORDER  -  SECOND
 RC2623
 RC2623.The horizontal coordinates were established by classical geodetic methods
 RC2623.and adjusted by the National Geodetic Survey in October 1991.
 RC2623
 RC2623.The orthometric height was scaled from a topographic map.
 RC2623
 RC2623.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2623
 RC2623.The geoid height was determined by GEOID03.
 RC2623
 RC2623;                    North         East     Units Scale Factor Converg.
 RC2623;SPC OR N     -   221,428.940 2,478,195.157   MT  0.99993117   -0 11 54.3
 RC2623;SPC OR N     -   726,472.90  8,130,561.54   iFT  0.99993117   -0 11 54.3
 RC2623;SPC WA S     -    36,233.686   478,192.697   MT  1.00004408   -0 12 11.7
 RC2623;SPC WA S     -   118,876.68  1,568,870.54   sFT  1.00004408   -0 12 11.7
 RC2623;UTM  10      - 5,058,555.081   672,968.010   MT  0.99996783   +1 35 17.8
 RC2623
 RC2623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2623!SPC OR N     -   0.99994927  x   0.99993117  =   0.99988044
 RC2623!SPC WA S     -   0.99994927  x   1.00004408  =   0.99999334
 RC2623!UTM  10      -   0.99994927  x   0.99996783  =   0.99991710
 RC2623
 RC2623|---------------------------------------------------------------------|
 RC2623| PID    Reference Object                     Distance      Geod. Az  |
 RC2623|                                                           dddmmss.s |
 RC2623| CF5257 EVERETT RM 1                        259.320 METERS 03847     |
 RC2623| CF5258 EVERETT RM 2                        365.270 METERS 03848     |
 RC2623| CF5256 EVERETT AZ MK                                      0960930.3 |
 RC2623|---------------------------------------------------------------------|
 RC2623
 RC2623                          SUPERSEDED SURVEY CONTROL
 RC2623
 RC2623  NAD 83(1986)-  45 39 32.29855(N)    120 46 47.24604(W) AD(       ) 2
 RC2623  NAD 27      -  45 39 32.84900(N)    120 46 43.02900(W) AD(       ) 2
 RC2623
 RC2623.Superseded values are not recommended for survey control.
 RC2623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2623.See file dsdata.txt to determine how the superseded data were derived.
 RC2623
 RC2623_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR7296858555(NAD 83)
 RC2623
 RC2623  HISTORY     - Date     Condition        Report By
 RC2623  HISTORY     - 1942     MONUMENTED       CGS
 RC2623  HISTORY     - 1956     SEE DESCRIPTION  USGS
 RC2623  HISTORY     - 1959     SEE DESCRIPTION  CGS
 RC2623
 RC2623                          STATION DESCRIPTION
 RC2623
 RC2623'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (ANS)
 RC2623'STATION IS LOCATED ABOUT 20 MILES ENE OF THE DALLES AND ABOUT 3
 RC2623'1/2 MILES SE OF BIGGS JUNCTION.  IT IS ON A HIGH CULTIVATED E-W
 RC2623'RIDGE ABOUT 3 MILES S OF THE COLUMBIA RIVER, ON LAND OWNED BY THE
 RC2623'WASCO WAREHOUSE OF WASCO, OREGON.  THE LAND IS FARMED BY CARL
 RC2623'EVERETT WHO LIVES ABOUT 1/2 MILE NW OF THE STATION.  IT IS MARKED
 RC2623'BY A STANDARD DISK BRAZED TO THE TOP OF A 2-INCH IRON PIPE, SET
 RC2623'18 INCHES BELOW THE SURFACE OF THE GROUND.  THE MARK IS STAMPED
 RC2623'EVERETT 1942.  THERE IS NO SURFACE MARK.
 RC2623'
 RC2623'REFERENCE MARKS ARE STANDARD DISKS SET IN CONCRETE AS DESCRIBED
 RC2623'IN NOTE 11A.
 RC2623'
 RC2623'REFERENCE MARK NO.1 IS ON THE FIRST SHOULDER OF RIDGE N OF THE
 RC2623'STATION, ABOUT 40 YARDS N OF A PLOWED FIELD.  THE MARK PROJECTS
 RC2623'4 INCHES AND IS STAMPED EVERETT NO.1 1942.  THERE IS A WHITE
 RC2623'REFERENCE POST 2 FEET NE OF THE MARK.
 RC2623'
 RC2623'REFERENCE MARK NO.2 IS ON THE CREST OF THE FIRST RIDGE N OF THE
 RC2623'STATION AND ABOUT 50 YARDS N OF AN E-W TRACK ROAD.  THE MARK
 RC2623'PROJECTS 2 INCHES AND IS STAMPED EVERETT NO.2 1942.
 RC2623'
 RC2623'THE AZIMUTH MARK IS ABOUT 0.5 MILE NE OF THE STATION, ON THE CREST
 RC2623'OF A GRASS-COVERED E-W RIDGE, 1 FOOT W OF A N-S FENCE LINE AND 50
 RC2623'FEET S OF A FENCE CORNER.  IT IS MARKED BY A STANDARD DISK BRAZED
 RC2623'TO THE TOP OF A 2-INCH PIPE.  IT PROJECTS 6 INCHES AND IS
 RC2623'STAMPED EVERETT 1942.  THERE IS A WHITE REFERENCE POST 4 FEET S
 RC2623'OF THE MARK.  TO REACH THE AZIMUTH MARK FROM THE STATION GO NE
 RC2623'ACROSS COUNTRY FOR 0.5 MILE TO THE N-S FENCE LINE THAT PASSES
 RC2623'OVER THE E-W RIDGE.
 RC2623'
 RC2623'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 30 AND 97
 RC2623'AT BIGGS JUNCTION GO S ON U.S. HIGHWAY 97 FOR 1.4 MILES TO A SIDE
 RC2623'ROAD LEADING N, UPHILL, THROUGH A GATE.  PASS THROUGH GATE AND
 RC2623'FOLLOW ROAD N AND E FOR 1.4 MILES TO A FORKS.  TAKE THE RIGHT FORK
 RC2623'AND GO E FOR 0.3 MILE TO ANOTHER FORKS.  TAKE RIGHT FORK AND GO
 RC2623'SE FOR 0.7 MILE TO CARL EVERETTS FARMHOUSE.  PASS THROUGH
 RC2623'BARNYARD AND GO E ON A DIM TRACK ROAD FOR 0.5 MILE TO A FORKS
 RC2623'JUST AFTER PASSING THROUGH A CATTLE-GUARD.  TAKE RIGHT FORK AND
 RC2623'GO 0.2 MILE TO THE TOP OF A RIDGE.  LEAVE ROAD, TURN RIGHT, AND
 RC2623'GO SSW DOWN HILL, FOR ABOUT 150 YARDS TO THE EDGE OF A PLOWED
 RC2623'FIELD.  THE STATION IS ABOUT 150 YARDS S, ON THE CREST OF THE E-W
 RC2623'RIDGE.
 RC2623
 RC2623                          STATION RECOVERY (1956)
 RC2623
 RC2623'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 RC2623'STATION WAS SEARCHED FOR BUT NOT FOUND.  RANCHER SAID THAT THE
 RC2623'MARKS HAD ALL BEEN PLOWED UP LAST YEAR.
 RC2623'
 RC2623'THE AZIMUTH MARK WAS NOT FOUND EITHER.  ITS LOCATION APPEARED
 RC2623'TO BE RIGHT IN THE ROAD WHERE HEAVY FARM EQUIPMENT NORMALLY
 RC2623'CROSSES OR TURNS.  BELIEVE ALL THE MARKS HAVE BEEN DESTROYED.
 RC2623
 RC2623                          STATION RECOVERY (1959)
 RC2623
 RC2623'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LGT)
 RC2623'THE DESCRIPTION TO REACH THE STATION WAS FOLLOWED, AND THE AREA
 RC2623'THUS LOCATED APPEARED TO FIT THE DESCRIPTION OF THE STATION SITE,
 RC2623'EXCEPT THAT IT WAS ENTIRELY UNDER CULTIVATION AT THIS TIME.  A
 RC2623'THOROUGH SEARCH OF THE AREA WAS CONDUCTED BY 3 MEN FOR A PERIOD
 RC2623'OF 2 HOURS.  AN OLD WOODEN OBSERVING STAND WAS FOUND ALONG A
 RC2623'FENCE LINE, BUT NONE OF THE MARKS OR WITNESS POSTS WERE
 RC2623'RECOVERED.
 RC2623'
 RC2623'STATION IS LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0698 ***********************************************************************
 QE0698  DESIGNATION -  EX 214
 QE0698  PID         -  QE0698
 QE0698  STATE/COUNTY-  OR/POLK
 QE0698  USGS QUAD   -  RICKREALL (1976)
 QE0698
 QE0698                         *CURRENT SURVEY CONTROL
 QE0698  ___________________________________________________________________
 QE0698* NAD 83(1986)-  44 53 05.     (N)    123 14 14.     (W)     SCALED    
 QE0698* NAVD 88     -        61.672  (meters)     202.34   (feet)  ADJUSTED  
 QE0698  ___________________________________________________________________
 QE0698  GEOID HEIGHT-         -22.38  (meters)                     GEOID03
 QE0698  DYNAMIC HT  -          61.670 (meters)     202.33  (feet)  COMP
 QE0698  MODELED GRAV-     980,586.1   (mgal)                       NAVD 88
 QE0698
 QE0698  VERT ORDER  -  SECOND    CLASS 0
 QE0698
 QE0698.The horizontal coordinates were scaled from a topographic map and have
 QE0698.an estimated accuracy of +/- 6 seconds.
 QE0698
 QE0698.The orthometric height was determined by differential leveling
 QE0698.and adjusted in June 1991.
 QE0698
 QE0698.The geoid height was determined by GEOID03.
 QE0698
 QE0698.The dynamic height is computed by dividing the NAVD 88
 QE0698.geopotential number by the normal gravity value computed on the
 QE0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0698.degrees latitude (g = 980.6199 gals.).
 QE0698
 QE0698.The modeled gravity was interpolated from observed gravity values.
 QE0698
 QE0698;                    North         East    Units  Estimated Accuracy
 QE0698;SPC OR N     -   139,020.    2,283,810.      MT  (+/- 180 meters Scaled)
 QE0698
 QE0698                          SUPERSEDED SURVEY CONTROL
 QE0698
 QE0698  NGVD 29 (??/??/92)   60.652  (m)          198.99   (f) ADJ UNCH    2 0
 QE0698
 QE0698.Superseded values are not recommended for survey control.
 QE0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0698.See file dsdata.txt to determine how the superseded data were derived.
 QE0698
 QE0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ812701(NAD 83)
 QE0698_MARKER: DD = SURVEY DISK
 QE0698_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QE0698_SP_SET: CULVERT
 QE0698_STAMPING: 198 EX 214 DAT 1929 1930 1941
 QE0698_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0698
 QE0698  HISTORY     - Date     Condition        Report By
 QE0698  HISTORY     - 1941     MONUMENTED       ORDT
 QE0698  HISTORY     - 1968     GOOD             NGS
 QE0698  HISTORY     - 19961005 POOR             USPSQD
 QE0698
 QE0698                          STATION DESCRIPTION
 QE0698
 QE0698'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 QE0698'2.5 MI N FROM MONMOUTH.
 QE0698'3.4 MILES SOUTH ALONG THE OLD RICKREALL-MONMOUTH HIGHWAY FROM THE
 QE0698'INTERSECTION OF STATE HIGHWAY 22 AND U.S. HIGHWAY 99W, 2.5 MILES NORTH
 QE0698'ALONG THE OLD HIGHWAY FROM THE INTERSECTION OF MAIN STREET AND
 QE0698'MONMOUTH AVENUE NORTH AT MONMOUTH, 0.9 MILE SOUTH OF CLAW CORNER IN
 QE0698'THE TOP OF THE WEST HEAD WALL OF A BOX CULVERT, 95 FEET NORTH OF FRANK
 QE0698'D. BUHLERS MAIL BOX, 44 FEET NORTH OF THE CENTER OF A DRIVEWAY WEST,
 QE0698'23 FEET WEST OF THE CENTER OF THE ROAD AND 0.8 FOOT SOUTH OF THE NORTH
 QE0698'END OF THE HEAD WALL.  THE LETTERS B M WERE PAINTED ON TOP OF THE HEAD
 QE0698'WALL.
 QE0698
 QE0698                          STATION RECOVERY (1996)
 QE0698
 QE0698'RECOVERY NOTE BY US POWER SQUADRON 1996
 QE0698'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0918 ***********************************************************************
 QD0918  DESIGNATION -  EX 23
 QD0918  PID         -  QD0918
 QD0918  STATE/COUNTY-  OR/DESCHUTES
 QD0918  USGS QUAD   -  BEND (1981)
 QD0918
 QD0918                         *CURRENT SURVEY CONTROL
 QD0918  ___________________________________________________________________
 QD0918* NAD 83(1986)-  44 01 36.     (N)    121 15 50.     (W)     SCALED    
 QD0918* NAVD 88     -      1130.738  (meters)    3709.76   (feet)  ADJUSTED  
 QD0918  ___________________________________________________________________
 QD0918  GEOID HEIGHT-         -20.85  (meters)                     GEOID03
 QD0918  DYNAMIC HT  -        1130.287 (meters)    3708.28  (feet)  COMP
 QD0918  MODELED GRAV-     980,180.8   (mgal)                       NAVD 88
 QD0918
 QD0918  VERT ORDER  -  FIRST     CLASS II
 QD0918
 QD0918.The horizontal coordinates were scaled from a topographic map and have
 QD0918.an estimated accuracy of +/- 6 seconds.
 QD0918
 QD0918.The orthometric height was determined by differential leveling
 QD0918.and adjusted in June 1991.
 QD0918
 QD0918.The geoid height was determined by GEOID03.
 QD0918
 QD0918.The dynamic height is computed by dividing the NAVD 88
 QD0918.geopotential number by the normal gravity value computed on the
 QD0918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0918.degrees latitude (g = 980.6199 gals.).
 QD0918
 QD0918.The modeled gravity was interpolated from observed gravity values.
 QD0918
 QD0918;                    North         East    Units  Estimated Accuracy
 QD0918;SPC OR S     -   262,450.    1,438,760.      MT  (+/- 180 meters Scaled)
 QD0918
 QD0918                          SUPERSEDED SURVEY CONTROL
 QD0918
 QD0918  NGVD 29 (??/??/92) 1129.572  (m)         3705.94   (f) ADJ UNCH    1 2
 QD0918
 QD0918.Superseded values are not recommended for survey control.
 QD0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0918.See file dsdata.txt to determine how the superseded data were derived.
 QD0918
 QD0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP391763(NAD 83)
 QD0918_MARKER: B = BOLT
 QD0918_SETTING: 66 = SET IN ROCK OUTCROP
 QD0918_SP_SET: BEDROCK
 QD0918_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QD0918+STABILITY: POSITION/ELEVATION WELL
 QD0918
 QD0918  HISTORY     - Date     Condition        Report By
 QD0918  HISTORY     - UNK      MONUMENTED       PG+E
 QD0918  HISTORY     - 1974     GOOD             NGS
 QD0918
 QD0918                          STATION DESCRIPTION
 QD0918
 QD0918'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 QD0918'4 MI SE FROM BEND.
 QD0918'REACHED FROM THE BEND RAILROAD DEPOT, GO SOUTH ON NORTHWEST DIVISION
 QD0918'STREET FOR 0.1 MILE, TURN LEFT, AND GO EAST ON NORTHWEST GREENWOOD
 QD0918'AVENUE FOR 0.25 MILE TO THE JUNCTION OF U.S. HIGHWAYS 20, AND 97,
 QD0918'CONTINUE STRAIGHT AHEAD EAST ON U.S. HIGHWAY 20 FOR 2.0 MILES TO A
 QD0918'CROSSROAD, TURN RIGHT, AND GO SOUTH ON ARNOLD MARKET ROAD FOR 2.0
 QD0918'MILES TO THE MARK ON THE RIGHT, 0.05 MILE NORTH OF A SUMMIT IN THE
 QD0918'ROAD, 38 FEET WEST OF THE CENTER OF ARNOLD MARKET ROAD, 11 FEET
 QD0918'NORTHEAST OF A TWIN JUNIPER TREE, AND 7 FEET WEST OF THE RIGHT-OF-WAY
 QD0918'FENCE LINE, A GALVANIZED-IRON BOLT IN BEDROCK.  THE LETTERS BM WERE
 QD0918'PAINTED ON THE BEDROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0278 ***********************************************************************
 QE0278  DESIGNATION -  EX 45
 QE0278  PID         -  QE0278
 QE0278  STATE/COUNTY-  OR/LANE
 QE0278  USGS QUAD   -  WALTERVILLE (1986)
 QE0278
 QE0278                         *CURRENT SURVEY CONTROL
 QE0278  ___________________________________________________________________
 QE0278* NAD 83(1986)-  44 04 07.     (N)    122 48 11.     (W)     SCALED    
 QE0278* NAVD 88     -       185.739  (meters)     609.38   (feet)  ADJUSTED  
 QE0278  ___________________________________________________________________
 QE0278  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 QE0278  DYNAMIC HT  -         185.705 (meters)     609.27  (feet)  COMP
 QE0278  MODELED GRAV-     980,434.7   (mgal)                       NAVD 88
 QE0278
 QE0278  VERT ORDER  -  FIRST     CLASS II
 QE0278
 QE0278.The horizontal coordinates were scaled from a topographic map and have
 QE0278.an estimated accuracy of +/- 6 seconds.
 QE0278
 QE0278.The orthometric height was determined by differential leveling
 QE0278.and adjusted in June 1991.
 QE0278
 QE0278.The geoid height was determined by GEOID03.
 QE0278
 QE0278.The dynamic height is computed by dividing the NAVD 88
 QE0278.geopotential number by the normal gravity value computed on the
 QE0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0278.degrees latitude (g = 980.6199 gals.).
 QE0278
 QE0278.The modeled gravity was interpolated from observed gravity values.
 QE0278
 QE0278;                    North         East    Units  Estimated Accuracy
 QE0278;SPC OR S     -   269,360.    1,315,510.      MT  (+/- 180 meters Scaled)
 QE0278
 QE0278                          SUPERSEDED SURVEY CONTROL
 QE0278
 QE0278  NGVD 29 (??/??/92)  184.621  (m)          605.71   (f) ADJ UNCH    1 2
 QE0278
 QE0278.Superseded values are not recommended for survey control.
 QE0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0278.See file dsdata.txt to determine how the superseded data were derived.
 QE0278
 QE0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP157795(NAD 83)
 QE0278_MARKER: DD = SURVEY DISK
 QE0278_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QE0278_SP_SET: WALKWAY
 QE0278_STAMPING: 605.50 EX 45 1932
 QE0278_MARK LOGO: ORHD  
 QE0278_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0278
 QE0278  HISTORY     - Date     Condition        Report By
 QE0278  HISTORY     - 1932     MONUMENTED       ORDT
 QE0278  HISTORY     - 1939     GOOD             ORDT
 QE0278  HISTORY     - 1987     GOOD             NGS
 QE0278
 QE0278                          STATION DESCRIPTION
 QE0278
 QE0278'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1939
 QE0278'IN WALTERVILLE.
 QE0278'NORTH PART OF WALTERVILLE, LANE COUNTY, SOUTHWEST CORNER OF MCKENZIE
 QE0278'HIGHWAY BRIDGE OVER EUGENE POWER CANAL, IN WALK.  DISK STAMPED 605.50
 QE0278'EX 45 1932.
 QE0278
 QE0278                          STATION RECOVERY (1987)
 QE0278
 QE0278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE0278'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  18.3 KM
 QE0278'(11.35 MI) EASTERLY ALONG STATE HIGHWAY 126 FROM ITS JUNCTION WITH
 QE0278'SOUTH 5TH STREET IN SPRINGFIELD, IN THE SOUTHWEST END OF THE
 QE0278'SOUTHEAST WALKWAY OD A BRIDGE SPANNING THE EUGENE POWER CANAL, 4.2 M
 QE0278'(13.8 FT) SOUTHREAST OF THE CENTERLINE OF THE HIGHWAY, 1.3 M (4.3 FT)
 QE0278'NORTHEAST OF THE SOUTHWEST END OF THE WALKWAY, AND 1.0 M (3.3 FT)
 QE0278'NORTHWEST OF THE SOUTHEAST GUARDRAIL.
 QE0278'THE MARK IS 0.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1032 ***********************************************************************
 QE1032  DESIGNATION -  EX 53
 QE1032  PID         -  QE1032
 QE1032  STATE/COUNTY-  OR/LINCOLN
 QE1032  USGS QUAD   -  EDDYVILLE (1984)
 QE1032
 QE1032                         *CURRENT SURVEY CONTROL
 QE1032  ___________________________________________________________________
 QE1032* NAD 83(1986)-  44 39 26.     (N)    123 50 16.     (W)     SCALED    
 QE1032* NAVD 88     -        16.432  (meters)      53.91   (feet)  ADJUSTED  
 QE1032  ___________________________________________________________________
 QE1032  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 QE1032  DYNAMIC HT  -          16.432 (meters)      53.91  (feet)  COMP
 QE1032  MODELED GRAV-     980,612.6   (mgal)                       NAVD 88
 QE1032
 QE1032  VERT ORDER  -  FIRST     CLASS II
 QE1032
 QE1032.The horizontal coordinates were scaled from a topographic map and have
 QE1032.an estimated accuracy of +/- 6 seconds.
 QE1032
 QE1032.The orthometric height was determined by differential leveling
 QE1032.and adjusted in June 1991.
 QE1032
 QE1032.The geoid height was determined by GEOID03.
 QE1032
 QE1032.The dynamic height is computed by dividing the NAVD 88
 QE1032.geopotential number by the normal gravity value computed on the
 QE1032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1032.degrees latitude (g = 980.6199 gals.).
 QE1032
 QE1032.The modeled gravity was interpolated from observed gravity values.
 QE1032
 QE1032;                    North         East    Units  Estimated Accuracy
 QE1032;SPC OR N     -   115,540.    2,235,360.      MT  (+/- 180 meters Scaled)
 QE1032
 QE1032                          SUPERSEDED SURVEY CONTROL
 QE1032
 QE1032  NGVD 29 (??/??/92)   15.426  (m)           50.61   (f) ADJ UNCH    1 2
 QE1032
 QE1032.Superseded values are not recommended for survey control.
 QE1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1032.See file dsdata.txt to determine how the superseded data were derived.
 QE1032
 QE1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ335452(NAD 83)
 QE1032_MARKER: DD = SURVEY DISK
 QE1032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE1032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE1032_STAMPING: EX 53 1937
 QE1032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE1032+STABILITY: SURFACE MOTION
 QE1032
 QE1032  HISTORY     - Date     Condition        Report By
 QE1032  HISTORY     - 1937     MONUMENTED       ORDT
 QE1032  HISTORY     - 1961     GOOD             NGS
 QE1032  HISTORY     - 19860427 GOOD             USPSQD
 QE1032  HISTORY     - 1987     MARK NOT FOUND   NGS
 QE1032  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 QE1032
 QE1032                          STATION DESCRIPTION
 QE1032
 QE1032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 QE1032'6.5 MI W FROM EDDYVILLE.
 QE1032'REACHED FROM EDDYVILLE GO WEST ON U.S. HIGHWAY 20 FOR 6.5 MILES TO THE
 QE1032'BRIDGE OVER THORNTON CREEK.  BENCH MARK IS 30 FEET NORTH OF THE CENTER
 QE1032'LINE OF THE HIGHWAY, 30 FEET WEST OF THE NORTHWEST CORNER OF THE
 QE1032'BRIDGE OVER THORNTON CREEK, IN THE SOUTHEAST CORNER OF THE LAWN FOR A
 QE1032'RANCH HOME, AND 1 FOOT NORTH OF THE NORTH RIGHT OF WAY FENCE, SET IN
 QE1032'TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 QE1032
 QE1032                          STATION RECOVERY (1986)
 QE1032
 QE1032'RECOVERY NOTE BY US POWER SQUADRON 1986 (RCC)
 QE1032'RECOVERED IN GOOD CONDITION.
 QE1032
 QE1032                          STATION RECOVERY (1987)
 QE1032
 QE1032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE1032'MARK NOT FOUND.
 QE1032
 QE1032                          STATION RECOVERY (1990)
 QE1032
 QE1032'RECOVERY NOTE BY US POWER SQUADRON 1990 (KRN)
 QE1032'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0229 ***********************************************************************
 NZ0229  DESIGNATION -  EX 59
 NZ0229  PID         -  NZ0229
 NZ0229  STATE/COUNTY-  OR/JACKSON
 NZ0229  USGS QUAD   -  SHADY COVE (1983)
 NZ0229
 NZ0229                         *CURRENT SURVEY CONTROL
 NZ0229  ___________________________________________________________________
 NZ0229* NAD 83(1986)-  42 36 39.     (N)    122 48 46.     (W)     SCALED    
 NZ0229* NAVD 88     -       427.37   (+/-2cm)    1402.1    (feet)  VERTCON   
 NZ0229  ___________________________________________________________________
 NZ0229  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 NZ0229  VERT ORDER  -  ? (See Below)
 NZ0229
 NZ0229.The horizontal coordinates were scaled from a topographic map and have
 NZ0229.an estimated accuracy of +/- 6 seconds.
 NZ0229
 NZ0229.The NAVD 88 height was computed by applying the VERTCON shift value to
 NZ0229.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NZ0229.The vertical order pertains to the NGVD 29 superseded value.
 NZ0229
 NZ0229.The geoid height was determined by GEOID03.
 NZ0229
 NZ0229;                    North         East    Units  Estimated Accuracy
 NZ0229;SPC OR S     -   107,500.    1,310,260.      MT  (+/- 180 meters Scaled)
 NZ0229
 NZ0229                          SUPERSEDED SURVEY CONTROL
 NZ0229
 NZ0229  NGVD 29 (??/??/92)  426.326  (m)         1398.70   (f) ADJ UNCH    ?  
 NZ0229
 NZ0229.Superseded values are not recommended for survey control.
 NZ0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0229.See file dsdata.txt to determine how the superseded data were derived.
 NZ0229
 NZ0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN153176(NAD 83)
 NZ0229_MARKER: DB = BENCH MARK DISK
 NZ0229_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NZ0229_SP_SET: BRIDGE
 NZ0229_STAMPING: EX 59 1931
 NZ0229_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NZ0229
 NZ0229  HISTORY     - Date     Condition        Report By
 NZ0229  HISTORY     - UNK      MONUMENTED       ORDT
 NZ0229  HISTORY     - 1931     GOOD             NGS
 NZ0229
 NZ0229                          STATION DESCRIPTION
 NZ0229
 NZ0229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 NZ0229'2.7 MI S FROM TRAIL.
 NZ0229'ABOUT 2.7 MILES SOUTH ALONG THE CRATER LAKE HIGHWAY FROM TRAIL,
 NZ0229'JACKSON COUNTY, AT THE CONCRETE BRIDGE OVER INDIAN CREEK, AND IN THE
 NZ0229'CURB AT THE SOUTHEAST CORNER.  AN OREGON STATE HIGHWAY DEPARTMENT
 NZ0229'STANDARD DISK, STAMPED EX 59 1931.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0394 ***********************************************************************
 QD0394  DESIGNATION -  EX 63
 QD0394  PID         -  QD0394
 QD0394  STATE/COUNTY-  OR/CROOK
 QD0394  USGS QUAD   -  OCHOCO RESERVOIR (1992)
 QD0394
 QD0394                         *CURRENT SURVEY CONTROL
 QD0394  ___________________________________________________________________
 QD0394* NAD 83(1986)-  44 18 40.     (N)    120 41 18.     (W)     SCALED    
 QD0394* NAVD 88     -       965.874  (meters)    3168.87   (feet)  ADJUSTED  
 QD0394  ___________________________________________________________________
 QD0394  GEOID HEIGHT-         -20.12  (meters)                     GEOID03
 QD0394  DYNAMIC HT  -         965.549 (meters)    3167.81  (feet)  COMP
 QD0394  MODELED GRAV-     980,249.4   (mgal)                       NAVD 88
 QD0394
 QD0394  VERT ORDER  -  FIRST     CLASS II
 QD0394
 QD0394.The horizontal coordinates were scaled from a topographic map and have
 QD0394.an estimated accuracy of +/- 6 seconds.
 QD0394
 QD0394.The orthometric height was determined by differential leveling
 QD0394.and adjusted in June 1991.
 QD0394
 QD0394.The geoid height was determined by GEOID03.
 QD0394
 QD0394.The dynamic height is computed by dividing the NAVD 88
 QD0394.geopotential number by the normal gravity value computed on the
 QD0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0394.degrees latitude (g = 980.6199 gals.).
 QD0394
 QD0394.The modeled gravity was interpolated from observed gravity values.
 QD0394
 QD0394;                    North         East    Units  Estimated Accuracy
 QD0394;SPC OR S     -   293,790.    1,484,970.      MT  (+/- 180 meters Scaled)
 QD0394
 QD0394                          SUPERSEDED SURVEY CONTROL
 QD0394
 QD0394  NGVD 29 (??/??/92)  964.728  (m)         3165.11   (f) ADJ UNCH    1 2
 QD0394
 QD0394.Superseded values are not recommended for survey control.
 QD0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0394.See file dsdata.txt to determine how the superseded data were derived.
 QD0394
 QD0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ843090(NAD 83)
 QD0394_MARKER: DD = SURVEY DISK
 QD0394_SETTING: 66 = SET IN ROCK OUTCROP
 QD0394_SP_SET: ROCK SHELF
 QD0394_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QD0394+STABILITY: POSITION/ELEVATION WELL
 QD0394
 QD0394  HISTORY     - Date     Condition        Report By
 QD0394  HISTORY     - UNK      MONUMENTED       ORDT
 QD0394  HISTORY     - 1935     GOOD             NGS
 QD0394  HISTORY     - 19880726 MARK NOT FOUND   NGS
 QD0394
 QD0394                          STATION DESCRIPTION
 QD0394
 QD0394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 QD0394'8.2 MI E FROM PRINEVILLE.
 QD0394'8.2 MILES EAST ALONG THE OCHOCO HIGHWAYFROM PRINEVILLE, CROOK COUNTY,
 QD0394'2.3 MILES EAST OF OCHOCO DAM, ABOUT 200 FEET NORTH OF THE TOP OF A
 QD0394'HILL, 17 FEET SOUTHWEST OF THE NORTHEAST END OF THE ROCK PART OF A
 QD0394'CUT, 15 FEET NORTHWEST OF THE HIGHWAY CENTERLINE IN THE TOP OF A FLAT
 QD0394'ROCK SHELF ABOUT 1 FOOT ABOVE THE ROADWAY.  AN IRON BOLT BEARING THE
 QD0394'LETTER N.
 QD0394
 QD0394                          STATION RECOVERY (1988)
 QD0394
 QD0394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QD0394'THERE HAS BEEN ROAD CONSTRUCTION AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0870 ***********************************************************************
 PC0870  DESIGNATION -  EXTRA
 PC0870  PID         -  PC0870
 PC0870  STATE/COUNTY-  OR/DOUGLAS
 PC0870  USGS QUAD   -  HARRINGTON CREEK (1989)
 PC0870
 PC0870                         *CURRENT SURVEY CONTROL
 PC0870  ___________________________________________________________________
 PC0870* NAD 83(1991)-  43 26 25.16572(N)    122 59 33.96292(W)     ADJUSTED  
 PC0870* NAVD 88     -      1261.2    (meters)    4138.     (feet)  VERTCON   
 PC0870  ___________________________________________________________________
 PC0870  LAPLACE CORR-           3.31  (seconds)                    DEFLEC99
 PC0870  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 PC0870  HORZ ORDER  -  THIRD
 PC0870
 PC0870.The horizontal coordinates were established by classical geodetic methods
 PC0870.and adjusted by the National Geodetic Survey in October 1991.
 PC0870
 PC0870.The NAVD 88 height was computed by applying the VERTCON shift value to
 PC0870.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PC0870
 PC0870.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC0870
 PC0870.The geoid height was determined by GEOID03.
 PC0870
 PC0870;                    North         East     Units Scale Factor Converg.
 PC0870;SPC OR S     -   200,026.171 1,298,243.593   MT  0.99990583   -1 42 19.5
 PC0870;SPC OR S     -   656,253.84  4,259,329.37   iFT  0.99990583   -1 42 19.5
 PC0870;UTM  10      - 4,809,713.920   500,585.284   MT  0.99960000   +0 00 17.9
 PC0870
 PC0870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC0870!SPC OR S     -   0.99980588  x   0.99990583  =   0.99971173
 PC0870!UTM  10      -   0.99980588  x   0.99960000  =   0.99940596
 PC0870
 PC0870|---------------------------------------------------------------------|
 PC0870| PID    Reference Object                     Distance      Geod. Az  |
 PC0870|                                                           dddmmss.s |
 PC0870| CD8520 EXTRA RM 2                           12.553 METERS 00010     |
 PC0870| CD8519 EXTRA RM 1                           12.505 METERS 12204     |
 PC0870| CD8518 EXTRA AZ MK                                        2914933.6 |
 PC0870|---------------------------------------------------------------------|
 PC0870
 PC0870                          SUPERSEDED SURVEY CONTROL
 PC0870
 PC0870  NAD 83(1986)-  43 26 25.16706(N)    122 59 33.98321(W) AD(       ) 3
 PC0870  NAD 27      -  43 26 25.73560(N)    122 59 29.76190(W) AD(       ) 3
 PC0870  NGVD 29 (07/19/86) 1260.0    (m)         4134.     (f) VERT ANG    3  
 PC0870
 PC0870.Superseded values are not recommended for survey control.
 PC0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0870.See file dsdata.txt to determine how the superseded data were derived.
 PC0870
 PC0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP0058509714(NAD 83)
 PC0870_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PC0870_SETTING: 66 = SET IN ROCK OUTCROP
 PC0870
 PC0870  HISTORY     - Date     Condition        Report By
 PC0870  HISTORY     - 1953     MONUMENTED       CGS
 PC0870
 PC0870                          STATION DESCRIPTION
 PC0870
 PC0870'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 PC0870'THE STATION IS LOCATED ABOUT 16 MILES EAST OF OAKLAND AND 5.5
 PC0870'MILES EAST OF HINCKEL CREEK ON THE TOP OF THE SOUTHWESTERN END
 PC0870'OF A PROMINENT MOUNTAIN THAT HAS BEEN BURNED OVER LEAVING ONLY
 PC0870'SNAGS ON THE SLOPES AND SOME GREEN TIMBER ON THE SUMMIT.
 PC0870'
 PC0870'TO REACH THE STATION FROM SUTHERLIN GO EAST ON CENTRAL STREET
 PC0870'AND ITS CONTINUATION 13.35 MILES TO A ROAD RIGHT AT A SMALL
 PC0870'SETTLEMENT.  TURN RIGHT, GO 0.1 MILE TO A ROAD LEFT JUST AFTER
 PC0870'CROSSING THE RAILROAD TRACKS.  TURN LEFT, GO UP STEEP GRADE 2.05
 PC0870'MILES TO A FORK.  TURN RIGHT, GO 2.55 MILES TO A FORK.  TURN
 PC0870'LEFT, GO 1.25 MILES TO A FORK.  TURN RIGHT, GO 0.2 MILE TO A
 PC0870'CURVE AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE STRAIGHT
 PC0870'AHEAD 0.3 MILE TO A FORK.  TURN LEFT GO 0.05 MILE TO END OF THE
 PC0870'ROAD AND END OF TRUCK TRAVEL.  FROM HERE WALK EASTERLY TO
 PC0870'TOP OF MOUNTAIN AND STATION.  A 20 MINUTE PACK.
 PC0870'
 PC0870'THE STATION MARK IS STAMPED EXTRA 1953.  IT IS A STANDARD DISK
 PC0870'CEMENTED IN A DRILL HOLE IN BEDROCK.  IT IS 45 FEET NORTH OF THE
 PC0870'SOUTH EDGE AND 15 FEET EAST OF THE WEST EDGE OF A CLIFF.
 PC0870'
 PC0870'REFERENCE MARK 1 IS STAMPED EXTRA NO 1 1953.  IT IS A STANDARD
 PC0870'DISK CEMENTED IN A DRILL HOLE IN BEDROCK APPROXIMATELY 3 FEET
 PC0870'LOWER THAN THE STATION MARK.
 PC0870'
 PC0870'REFERENCE MARK 2 IS STAMPED EXTRA NO 2 1953.  IT IS A STANDARD
 PC0870'DISK CEMENTED IN A DRILL HOLE IN BEDROCK APPROXIMATELY 2 FEET
 PC0870'LOWER THAN THE STATION MARK.
 PC0870'
 PC0870'THE AZIMUTH MARK IS STAMPED EXTRA 1953.  IT IS A STANDARD DISK
 PC0870'CEMENTED IN A DRILL HOLE IN BEDROCK.  IT IS 15 FEET NORTH OF AND
 PC0870'4 FEET HIGHER THAN THE CENTER LINE OF A GRAVEL ROAD AT THE
 PC0870'SOUTHERN END OF A RIDGE.
 PC0870'
 PC0870'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB1256 ***********************************************************************
 RB1256  DESIGNATION -  EXTRA
 RB1256  PID         -  RB1256
 RB1256  STATE/COUNTY-  OR/UMATILLA
 RB1256  USGS QUAD   -  ARBUCKLE MOUNTAIN (1995)
 RB1256
 RB1256                         *CURRENT SURVEY CONTROL
 RB1256  ___________________________________________________________________
 RB1256* NAD 83(1991)-  45 13 30.23508(N)    119 22 23.25295(W)     ADJUSTED  
 RB1256* NAVD 88     -      1504.5    (meters)    4936.     (feet)  VERTCON   
 RB1256  ___________________________________________________________________
 RB1256  LAPLACE CORR-           9.33  (seconds)                    DEFLEC99
 RB1256  GEOID HEIGHT-         -19.49  (meters)                     GEOID03
 RB1256  HORZ ORDER  -  THIRD
 RB1256
 RB1256.The horizontal coordinates were established by classical geodetic methods
 RB1256.and adjusted by the National Geodetic Survey in October 1991.
 RB1256
 RB1256.The NAVD 88 height was computed by applying the VERTCON shift value to
 RB1256.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RB1256
 RB1256.The Laplace correction was computed from DEFLEC99 derived deflections.
 RB1256
 RB1256.The geoid height was determined by GEOID03.
 RB1256
 RB1256;                    North         East     Units Scale Factor Converg.
 RB1256;SPC OR N     -   173,788.554 2,588,489.773   MT  0.99989506   +0 47 57.0
 RB1256;SPC OR N     -   570,172.42  8,492,420.52   iFT  0.99989506   +0 47 57.0
 RB1256;UTM  11      - 5,010,692.480   313,695.425   MT  1.00002679   -1 41 06.4
 RB1256
 RB1256!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RB1256!SPC OR N     -   0.99976724  x   0.99989506  =   0.99966232
 RB1256!UTM  11      -   0.99976724  x   1.00002679  =   0.99979402
 RB1256
 RB1256|---------------------------------------------------------------------|
 RB1256| PID    Reference Object                     Distance      Geod. Az  |
 RB1256|                                                           dddmmss.s |
 RB1256| RB1275 EXTRA RM 2                            6.114 METERS 15054     |
 RB1256| RB1274 EXTRA RM 1                            6.864 METERS 24113     |
 RB1256|---------------------------------------------------------------------|
 RB1256
 RB1256                          SUPERSEDED SURVEY CONTROL
 RB1256
 RB1256  NAD 83(1986)-  45 13 30.22259(N)    119 22 23.26807(W) AD(       ) 3
 RB1256  NGVD 29 (12/08/88) 1503.3    (m)         4932.     (f) VERT ANG    3  
 RB1256
 RB1256.Superseded values are not recommended for survey control.
 RB1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1256.See file dsdata.txt to determine how the superseded data were derived.
 RB1256
 RB1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL1369510692(NAD 83)
 RB1256_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RB1256_SETTING: 0 = UNSPECIFIED SETTING
 RB1256_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RB1256
 RB1256  HISTORY     - Date     Condition        Report By
 RB1256  HISTORY     - 1959     MONUMENTED       USFS
 RB1256  HISTORY     - 1966     GOOD             USGS
 RB1256
 RB1256                          STATION DESCRIPTION
 RB1256
 RB1256'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 RB1256'RECOVERED AS DESCRIBED BY U.S. FOREST SERVICE.  TWO RMS SET.
 RB1256'
 RB1256'LOCATED ABOUT 16 MI NE. OF HARDMAN, ABOUT 12.3 MI SE. OF HEPPNER.
 RB1256'ON DIVIDE BETWEEN WILLOW CREEK AND RHEA CREEK.
 RB1256'
 RB1256'TO REACH FROM HEPPNER COURTHOUSE WHICH IS AT JCT. OF STATE ROUTE
 RB1256'174 AND WILLOW CREEK RD., DRIVE 16.2 MI SE. ON WILLOW CREEK RD.
 RB1256'TO SUMMERFIELD RIDGE RD.  TURN RIGHT 3.1 MI TO RD. FORK.  TURN
 RB1256'LEFT 0.1 MI TO RD. FORK.  TURN LEFT UP RIDGE 1.2 MI TO GATE IN
 RB1256'FENCE AT SADDLE, GO THROUGH FENCE 0.3 MI W. ALONG SOUTH SIDE OF
 RB1256'FENCE TO T-FENCE SW. AND STATION, 7 FT. NE. OF CENTER OF GATE,
 RB1256'3.5 FT. SE. OF ROCK CRIB.
 RB1256'
 RB1256'STATION MARK--USFS DISK STAMPED---EXTRA 1959---.
 RB1256'
 RB1256'RM 1--STANDARD RM TABLET STAMPED---NO 1 1966---, SET IN CONCRETE
 RB1256'POST.
 RB1256'
 RB1256'RM 2--STANDARD RM TABLET STAMPED---NO 2 1966---, SET IN CONCRETE
 RB1256'POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1148 ***********************************************************************
 QE1148  DESIGNATION -  EY 52
 QE1148  PID         -  QE1148
 QE1148  STATE/COUNTY-  OR/LINCOLN
 QE1148  USGS QUAD   -  LINCOLN CITY (1984)
 QE1148
 QE1148                         *CURRENT SURVEY CONTROL
 QE1148  ___________________________________________________________________
 QE1148* NAD 83(1986)-  44 54 55.     (N)    124 00 18.     (W)     SCALED    
 QE1148* NAVD 88     -         2.327  (meters)       7.63   (feet)  ADJUSTED  
 QE1148  ___________________________________________________________________
 QE1148  GEOID HEIGHT-         -23.15  (meters)                     GEOID03
 QE1148  DYNAMIC HT  -           2.327 (meters)       7.63  (feet)  COMP
 QE1148  MODELED GRAV-     980,644.5   (mgal)                       NAVD 88
 QE1148
 QE1148  VERT ORDER  -  FIRST     CLASS II
 QE1148
 QE1148.The horizontal coordinates were scaled from a topographic map and have
 QE1148.an estimated accuracy of +/- 6 seconds.
 QE1148
 QE1148.The orthometric height was determined by differential leveling
 QE1148.and adjusted in June 1991.
 QE1148.WARNING-Repeat measurements at this control monument indicate possible
 QE1148.vertical movement.
 QE1148
 QE1148.The geoid height was determined by GEOID03.
 QE1148
 QE1148.The dynamic height is computed by dividing the NAVD 88
 QE1148.geopotential number by the normal gravity value computed on the
 QE1148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1148.degrees latitude (g = 980.6199 gals.).
 QE1148
 QE1148.The modeled gravity was interpolated from observed gravity values.
 QE1148
 QE1148;                    North         East    Units  Estimated Accuracy
 QE1148;SPC OR N     -   144,750.    2,223,350.      MT  (+/- 180 meters Scaled)
 QE1148
 QE1148                          SUPERSEDED SURVEY CONTROL
 QE1148
 QE1148.No superseded survey control is available for this station.
 QE1148
 QE1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ206740(NAD 83)
 QE1148_MARKER: DD = SURVEY DISK
 QE1148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE1148_SP_SET: CONCRETE POST
 QE1148_STAMPING: EY 52 1934 4
 QE1148_MARK LOGO: ORGS  
 QE1148_PROJECTION: RECESSED 10 CENTIMETERS
 QE1148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE1148+STABILITY: SURFACE MOTION
 QE1148
 QE1148  HISTORY     - Date     Condition        Report By
 QE1148  HISTORY     - 1934     MONUMENTED       ORGS
 QE1148  HISTORY     - 1965     GOOD             NGS
 QE1148  HISTORY     - 1987     GOOD             NGS
 QE1148  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 QE1148
 QE1148                          STATION DESCRIPTION
 QE1148
 QE1148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 QE1148'0.65 MI S FROM CUTLER CITY.
 QE1148'0.65 MILE SOUTH ALONG U.S. HIGHWAY 101 FROM THE CUTLER CITY POST
 QE1148'OFFICE TO THE MARK ON THE LEFT IN THE BOTTOM OF A DITCH, 115 FEET EAST
 QE1148'OF THE CENTER OF U.S. HIGHWAY 101, 65 FEET NORTHEAST OF THE NORTH END
 QE1148'OF A LOG SCALING PLATFORM, 57 FEET SOUTH OF THE CENTER OF DRIFT CREEK
 QE1148'ROAD, 34 FEET SOUTH OF A TELEPHONE POLE, 29 FEET EAST OF THE CENTER OF
 QE1148'THE OLD MACADAM ROAD, 0.5 FOOT NORTH OF A METAL WITNESS POST AND 10
 QE1148'FEET BELOW THE LEVEL OF THE HIGHWAY.
 QE1148
 QE1148                          STATION RECOVERY (1987)
 QE1148
 QE1148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE1148'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  7.2 KM (4.45
 QE1148'MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE DELAKE SCHOOL IN
 QE1148'LINCOLN CITY, 31.2 M (102.4 FT) NORTHEAST OF THE CENTERLINE OF THE
 QE1148'HIGHWAY, 17.1 M (56.1 FT) SOUTHEAST OF THE CENTERLINE OF DRIFT CREEK
 QE1148'ROAD, 11.0 M (36.1 FT) SOUTH OF A UTILITY POLE, 9.8 M (32.2 FT)
 QE1148'NORTHEAST OF THE CENTER OF A PAVED ROAD (OLD U.S. HIGHWAY 101), AND
 QE1148'0.6 M (2.0 FT) SOUTH OF A 4 BY 4 INCH WOODEN POST.
 QE1148'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 QE1148'THE MARK IS 2.5 M BELOW THE PAVED ROAD.
 QE1148
 QE1148                          STATION RECOVERY (1989)
 QE1148
 QE1148'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 QE1148'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0234 ***********************************************************************
 RD0234  DESIGNATION -  EYRE
 RD0234  PID         -  RD0234
 RD0234  STATE/COUNTY-  OR/CLACKAMAS
 RD0234  USGS QUAD   -  BRIGHTWOOD (1997)
 RD0234
 RD0234                         *CURRENT SURVEY CONTROL
 RD0234  ___________________________________________________________________
 RD0234* NAD 83(1986)-  45 22 30.     (N)    122 04 50.     (W)     SCALED    
 RD0234* NAVD 88     -       277.709  (meters)     911.12   (feet)  ADJUSTED  
 RD0234  ___________________________________________________________________
 RD0234  GEOID HEIGHT-         -22.03  (meters)                     GEOID03
 RD0234  DYNAMIC HT  -         277.679 (meters)     911.02  (feet)  COMP
 RD0234  MODELED GRAV-     980,501.2   (mgal)                       NAVD 88
 RD0234
 RD0234  VERT ORDER  -  SECOND    CLASS 0
 RD0234
 RD0234.The horizontal coordinates were scaled from a topographic map and have
 RD0234.an estimated accuracy of +/- 6 seconds.
 RD0234
 RD0234.The orthometric height was determined by differential leveling
 RD0234.and adjusted in June 1991.
 RD0234
 RD0234.The geoid height was determined by GEOID03.
 RD0234
 RD0234.The dynamic height is computed by dividing the NAVD 88
 RD0234.geopotential number by the normal gravity value computed on the
 RD0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0234.degrees latitude (g = 980.6199 gals.).
 RD0234
 RD0234.The modeled gravity was interpolated from observed gravity values.
 RD0234
 RD0234;                    North         East    Units  Estimated Accuracy
 RD0234;SPC OR N     -   191,040.    2,376,210.      MT  (+/- 180 meters Scaled)
 RD0234
 RD0234                          SUPERSEDED SURVEY CONTROL
 RD0234
 RD0234  NGVD 29 (??/??/92)  276.654  (m)          907.66   (f) ADJ UNCH    2 0
 RD0234
 RD0234.Superseded values are not recommended for survey control.
 RD0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0234.See file dsdata.txt to determine how the superseded data were derived.
 RD0234
 RD0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER719250(NAD 83)
 RD0234_MARKER: DB = BENCH MARK DISK
 RD0234_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD0234_SP_SET: CULVERT
 RD0234_STAMPING: EYRE 1935
 RD0234_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0234
 RD0234  HISTORY     - Date     Condition        Report By
 RD0234  HISTORY     - 1935     MONUMENTED       CGS
 RD0234  HISTORY     - 1947     GOOD             NGS
 RD0234
 RD0234                          STATION DESCRIPTION
 RD0234
 RD0234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 RD0234'2.85 MI E FROM CHERRYVILLE.
 RD0234'2.85 MILES EAST ALONG STATE HIGHWAY 50 FROM THE POST OFFICE AT
 RD0234'CHERRYVILLE, 0.15 MILE EAST OF THE CONCRETE BRIDGE OVER WILDCAT CREEK,
 RD0234'59.8 FEET WEST OF THE CENTER OF THE SOUTH END OF A 15-INCH CORRUGATED
 RD0234'METAL PIPE CULVERT, 50.5 FEET WEST OF TELEPHONE POLE NO. 563, 20.8
 RD0234'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND SET IN THE TOP OF A
 RD0234'CONCRETE POST FLUSH WITH THE GROUND.  WITNESS POST SET 2.4 FEET SOUTH
 RD0234'OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0412 ***********************************************************************
 QE0412  DESIGNATION -  EYRE
 QE0412  PID         -  QE0412
 QE0412  STATE/COUNTY-  OR/LINN
 QE0412  USGS QUAD   -  ALBANY (1975)
 QE0412
 QE0412                         *CURRENT SURVEY CONTROL
 QE0412  ___________________________________________________________________
 QE0412* NAD 83(1986)-  44 37 47.     (N)    123 00 34.     (W)     SCALED    
 QE0412* NAVD 88     -        75.259  (meters)     246.91   (feet)  ADJUSTED  
 QE0412  ___________________________________________________________________
 QE0412  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 QE0412  DYNAMIC HT  -          75.253 (meters)     246.89  (feet)  COMP
 QE0412  MODELED GRAV-     980,532.6   (mgal)                       NAVD 88
 QE0412
 QE0412  VERT ORDER  -  FIRST     CLASS II
 QE0412
 QE0412.The horizontal coordinates were scaled from a topographic map and have
 QE0412.an estimated accuracy of +/- 6 seconds.
 QE0412
 QE0412.The orthometric height was determined by differential leveling
 QE0412.and adjusted in June 1991.
 QE0412
 QE0412.The geoid height was determined by GEOID03.
 QE0412
 QE0412.The dynamic height is computed by dividing the NAVD 88
 QE0412.geopotential number by the normal gravity value computed on the
 QE0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0412.degrees latitude (g = 980.6199 gals.).
 QE0412
 QE0412.The modeled gravity was interpolated from observed gravity values.
 QE0412
 QE0412;                    North         East    Units  Estimated Accuracy
 QE0412;SPC OR N     -   110,110.    2,300,910.      MT  (+/- 180 meters Scaled)
 QE0412
 QE0412                          SUPERSEDED SURVEY CONTROL
 QE0412
 QE0412  NGVD 29 (??/??/92)   74.246  (m)          243.59   (f) ADJ UNCH    1 2
 QE0412
 QE0412.Superseded values are not recommended for survey control.
 QE0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0412.See file dsdata.txt to determine how the superseded data were derived.
 QE0412
 QE0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ992418(NAD 83)
 QE0412_MARKER: DD = SURVEY DISK
 QE0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0412_STAMPING: EYRE SOT 1935
 QE0412_MARK LOGO: USE   
 QE0412_MAGNETIC: N = NO MAGNETIC MATERIAL
 QE0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0412+STABILITY: SURFACE MOTION
 QE0412
 QE0412  HISTORY     - Date     Condition        Report By
 QE0412  HISTORY     - 1935     MONUMENTED       USE
 QE0412  HISTORY     - 1963     GOOD             NGS
 QE0412  HISTORY     - 19941109 GOOD             ORDT
 QE0412  HISTORY     - 20060529 MARK NOT FOUND   USPSQD
 QE0412
 QE0412                          STATION DESCRIPTION
 QE0412
 QE0412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 QE0412'2.8 MI E FROM ALBANY.
 QE0412'2.8 MILES EAST ALONG U.S. HIGHWAY 20 FROM THE JUNCTION OF U.S. HIGHWAY
 QE0412'20 AND INTERSTATE HIGHWAY 5, WHICH IS AT THE EAST EDGE OF ALBANY, 0.35
 QE0412'MILE WEST OF MILE POST NO. 4, 0.15 MILE EAST OF A HOUSE ON THE SOUTH
 QE0412'SIDE OF THE HIGHWAY, 53 FEET NORTHEAST OF THE NORTH END OF A CONCRETE
 QE0412'CULVERT UNDER THE HIGHWAY, 48 FEET NORTH OF THE CENTER OF THE HIGHWAY,
 QE0412'4 FEET WEST OF POWER POLE NO. 82, 2 FEET SOUTH OF AN EAST-WEST FENCE
 QE0412'LINE AND 0.5 FOOT EAST OF A METAL WITNESS POST SET IN THE TOP OF A
 QE0412'12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 5 INCHES.
 QE0412
 QE0412                          STATION RECOVERY (1994)
 QE0412
 QE0412'RECOVERY NOTE BY OREGON DEPARTMENT OF TRANSPORTATION 1994 (DBS)
 QE0412'TO REACH FROM THE I-5 AND US-20 IN ALBANY GO EAST ON US-20 FOR 2.636
 QE0412'MILES (4.242 KM) AND THE STATION ON THE LEFT. DESCRIBED BY DICK B.
 QE0412'ST.JOHN.
 QE0412
 QE0412                          STATION RECOVERY (2006)
 QE0412
 QE0412'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 QE0412'WITNESS POST AT EDGE OF HIGHWAY.  AREA OVERGROWN.  MARK MAY BE
 QE0412'PRESENT, BUT NOT FOUND
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2665 ***********************************************************************
 QE2665  DESIGNATION -  EZEL
 QE2665  PID         -  QE2665
 QE2665  STATE/COUNTY-  OR/LANE
 QE2665  USGS QUAD   -  EUGENE WEST (1986)
 QE2665
 QE2665                         *CURRENT SURVEY CONTROL
 QE2665  ___________________________________________________________________
 QE2665* NAD 83(2007)-  44 04 43.01682(N)    123 09 47.00260(W)     ADJUSTED  
 QE2665* NAVD 88     -       119.4    (meters)     392.     (feet)  VERTCON   
 QE2665  ___________________________________________________________________
 QE2665  EPOCH DATE  -        2007.00
 QE2665  X           -  -2,510,549.959 (meters)                     COMP
 QE2665  Y           -  -3,841,926.863 (meters)                     COMP
 QE2665  Z           -   4,414,437.900 (meters)                     COMP
 QE2665  LAPLACE CORR-          -3.08  (seconds)                    DEFLEC99
 QE2665  ELLIP HEIGHT-          96.097 (meters)          (02/10/07) ADJUSTED
 QE2665  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 QE2665
 QE2665  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 QE2665  Type    PID    Designation                      North   East  Ellip
 QE2665  -------------------------------------------------------------------
 QE2665  NETWORK QE2665 EZEL                              1.10   1.02   6.78
 QE2665  -------------------------------------------------------------------
 QE2665
 QE2665.The horizontal coordinates were established by GPS observations
 QE2665.and adjusted by the National Geodetic Survey in February 2007.
 QE2665
 QE2665.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 QE2665.See www.ngs.noaa.gov/NationalReadjustment for more information.
 QE2665.The horizontal coordinates are valid at the epoch date displayed above.
 QE2665.The epoch date for horizontal control is a decimal equivalence
 QE2665.of Year/Month/Day.
 QE2665
 QE2665.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE2665.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE2665
 QE2665.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QE2665
 QE2665.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2665
 QE2665.The ellipsoidal height was determined by GPS observations
 QE2665.and is referenced to NAD 83.
 QE2665
 QE2665.The geoid height was determined by GEOID03.
 QE2665
 QE2665;                    North         East     Units Scale Factor Converg.
 QE2665;SPC OR S     -   271,330.292 1,286,720.112   MT  1.00002093   -1 49 18.9
 QE2665;SPC OR S     -   890,191.25  4,221,522.68   iFT  1.00002093   -1 49 18.9
 QE2665;UTM  10      - 4,880,617.506   486,944.381   MT  0.99960210   -0 06 48.3
 QE2665
 QE2665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2665!SPC OR S     -   0.99998493  x   1.00002093  =   1.00000586
 QE2665!UTM  10      -   0.99998493  x   0.99960210  =   0.99958704
 QE2665
 QE2665                          SUPERSEDED SURVEY CONTROL
 QE2665
 QE2665  NAD 83(1998)-  44 04 43.01488(N)    123 09 47.00405(W) AD(       ) B
 QE2665  ELLIP H (07/03/01)   96.173  (m)                       GP(       ) 5 1
 QE2665  NAD 83(1991)-  44 04 43.01278(N)    123 09 47.00367(W) AD(       ) B
 QE2665  ELLIP H (02/25/91)   96.257  (m)                       GP(       ) 4 1
 QE2665  NGVD 29 (02/25/91)  118.3    (m)          388.     (f) GPS OBS     3  
 QE2665
 QE2665.Superseded values are not recommended for survey control.
 QE2665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2665.See file dsdata.txt to determine how the superseded data were derived.
 QE2665
 QE2665_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP8694480618(NAD 83)
 QE2665_MARKER: DD = SURVEY DISK
 QE2665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE2665_SP_SET: CONCRETE POST
 QE2665_STAMPING: EZEL 1989
 QE2665_MARK LOGO: NGS   
 QE2665_MAGNETIC: N = NO MAGNETIC MATERIAL
 QE2665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE2665+STABILITY: SURFACE MOTION
 QE2665_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QE2665+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1990
 QE2665
 QE2665  HISTORY     - Date     Condition        Report By
 QE2665  HISTORY     - 1989     MONUMENTED       OR-039
 QE2665  HISTORY     - 19900418 GOOD
 QE2665  HISTORY     - 19960827 POOR             CHANCE
 QE2665
 QE2665                          STATION DESCRIPTION
 QE2665
 QE2665'DESCRIBED BY LANE COUNTY OREGON 1989
 QE2665'THE STATION IS LOCATED IN NORTHWEST EUGENE, LANE COUNTY OREGON.
 QE2665'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 99 AND BARGER
 QE2665'AVENUE GO WEST ON BARGER AVENUE FOR 1.12 KM (0.70 MI) TO ECHO HOLLOW,
 QE2665'TURN LEFT (SOUTH) ONTO ECHO HOLLOW AND GO 0.72 KM (0.45 MI) TO WILHI
 QE2665'STREET, TURN EAST ON WILHI STREET AND GO 0.4 KM (0.2 MI) TO THE END
 QE2665'OF WILHI STREET AND THE STATION ABOUT 49 METERS NORTH.
 QE2665'THE STATION IS AN ORDOT PRIMARY GPS STATION DISK STAMPED---EZEL
 QE2665'1989---, SET INTO A CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS
 QE2665'ON THE GROUNDS OF THE CASCADE MIDDLE SCHOOL, SOUTH AND EAST OF THE
 QE2665'BUILDINGS.
 QE2665'DESCRIBED BY LEE BROWN OF THE LANE COUNTY SURVEYORS OFFICE.
 QE2665
 QE2665                          STATION RECOVERY (1990)
 QE2665
 QE2665'RECOVERED 1990
 QE2665'RECOVERED IN GOOD CONDITION.
 QE2665
 QE2665                          STATION RECOVERY (1996)
 QE2665
 QE2665'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 QE2665'RECOVERED AS DESCRIBED BY LANE COUNTY OREGON 1989, BUT STATION IS
 QE2665'EXTREMELY UNSTABLE.  MONUMENT COULD BE EASILY MOVED 2 CM IN ALL
 QE2665'DIRECTIONS -- STATION SHOULD NOT BE USED AS AN ORDER B REFERENCE
 QE2665'STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0087 ***********************************************************************
 NZ0087  DESIGNATION -  F
 NZ0087  PID         -  NZ0087
 NZ0087  STATE/COUNTY-  OR/KLAMATH
 NZ0087  USGS QUAD   -  BROWN MOUNTAIN (1988)
 NZ0087
 NZ0087                         *CURRENT SURVEY CONTROL
 NZ0087  ___________________________________________________________________
 NZ0087* NAD 83(1986)-  42 17 34.     (N)    122 16 43.     (W)     SCALED    
 NZ0087* NAVD 88     -      1618.32   (+/-2cm)    5309.4    (feet)  VERTCON   
 NZ0087  ___________________________________________________________________
 NZ0087  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 NZ0087  VERT ORDER  -  ? (See Below)
 NZ0087
 NZ0087.The horizontal coordinates were scaled from a topographic map and have
 NZ0087.an estimated accuracy of +/- 6 seconds.
 NZ0087
 NZ0087.The NAVD 88 height was computed by applying the VERTCON shift value to
 NZ0087.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NZ0087.The vertical order pertains to the NGVD 29 superseded value.
 NZ0087
 NZ0087.The geoid height was determined by GEOID03.
 NZ0087
 NZ0087;                    North         East    Units  Estimated Accuracy
 NZ0087;SPC OR S     -    71,110.    1,353,330.      MT  (+/- 180 meters Scaled)
 NZ0087
 NZ0087                          SUPERSEDED SURVEY CONTROL
 NZ0087
 NZ0087  NGVD 29 (??/??/92) 1617.093  (m)         5305.41   (f) ADJ UNCH    ?  
 NZ0087
 NZ0087.Superseded values are not recommended for survey control.
 NZ0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0087.See file dsdata.txt to determine how the superseded data were derived.
 NZ0087
 NZ0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM594825(NAD 83)
 NZ0087_MARKER: DD = SURVEY DISK
 NZ0087_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NZ0087_SP_SET: BUILDING
 NZ0087_STAMPING: 5305.056 BB F 1908
 NZ0087_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NZ0087
 NZ0087  HISTORY     - Date     Condition        Report By
 NZ0087  HISTORY     - 1908     MONUMENTED       USGS
 NZ0087  HISTORY     - 1934     GOOD             NGS
 NZ0087
 NZ0087                          STATION DESCRIPTION
 NZ0087
 NZ0087'DESCRIBED BY US GEOLOGICAL SURVEY 1908
 NZ0087'5.4 MI E FROM FISH LAKE ROAD JUNCTION.
 NZ0087'IN KLAMATH COUNTY, 5.4 MILES EAST ALONG DEAD INDIAN ROAD FROM THE FISH
 NZ0087'LAKE ROAD JUNCTION IN JACKSON COUNTY, 0.7 MILES SOUTHWEST OF THE
 NZ0087'SUMMIT OF THE CASCADE RANGE, 240 FEET NORTHWEST OF A PARTIALLY
 NZ0087'DESTROYED 14- BY 33-FOOT CABIN IN A GROUP OF THREE ABANDONED LOG
 NZ0087'BUILDINGS, AT THE SOUTH TOE OF A 15-FOOT-HIGH ROCK KNOLL, 22 FEET
 NZ0087'NORTH OF THE ROAD, AND IN THE SIDE OF A LARGER BOULDER.  A UNITED
 NZ0087'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 5305.056 BB F 1908 AND
 NZ0087'SURROUNDED BY THE PAINTED LETTERS 5305.
 NZ0087
 NZ0087                          STATION RECOVERY (1934)
 NZ0087
 NZ0087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 NZ0087'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2067 ***********************************************************************
 RD2067  DESIGNATION -  F
 RD2067  PID         -  RD2067
 RD2067  STATE/COUNTY-  OR/CLATSOP
 RD2067  USGS QUAD   -  ARCH CAPE (1985)
 RD2067
 RD2067                         *CURRENT SURVEY CONTROL
 RD2067  ___________________________________________________________________
 RD2067* NAD 83(1991)-  45 48 36.44726(N)    123 53 57.08757(W)     ADJUSTED  
 RD2067* NAVD 88     -              **(meters)            **(feet)            
 RD2067  ___________________________________________________________________
 RD2067  LAPLACE CORR-          18.31  (seconds)                    DEFLEC99
 RD2067  GEOID HEIGHT-         -22.55  (meters)                     GEOID03
 RD2067  HORZ ORDER  -  THIRD
 RD2067
 RD2067.The horizontal coordinates were established by classical geodetic methods
 RD2067.and adjusted by the National Geodetic Survey in October 1991.
 RD2067
 RD2067
 RD2067.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2067
 RD2067.The geoid height was determined by GEOID03.
 RD2067
 RD2067;                    North         East     Units Scale Factor Converg.
 RD2067;SPC OR N     -   243,747.762 2,235,877.460   MT  0.99995727   -2 24 38.4
 RD2067;SPC OR N     -   799,697.38  7,335,555.97   iFT  0.99995727   -2 24 38.4
 RD2067;UTM  10      - 5,073,344.452   430,135.860   MT  0.99966001   -0 38 41.2
 RD2067
 RD2067                          SUPERSEDED SURVEY CONTROL
 RD2067
 RD2067  NAD 83(1986)-  45 48 36.46636(N)    123 53 57.07219(W) AD(       ) 4
 RD2067  NAD 27      -  45 48 37.29000(N)    123 53 52.55000(W) AD(       ) 3
 RD2067
 RD2067.Superseded values are not recommended for survey control.
 RD2067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2067.See file dsdata.txt to determine how the superseded data were derived.
 RD2067
 RD2067_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR3013673344(NAD 83)
 RD2067
 RD2067  HISTORY     - Date     Condition        Report By
 RD2067  HISTORY     - 1875     MONUMENTED       COASUR
 RD2067  HISTORY     - 1934     SEE DESCRIPTION  ORGS
 RD2067
 RD2067                          STATION DESCRIPTION
 RD2067
 RD2067'DESCRIBED BY OREGON GEODETIC SURVEY 1934
 RD2067'THIS UNCHECKED INTERSECTED STATION IN THE SUMMIT OF A PEAK ABOUT
 RD2067'1 MILE SW OF ONION PEAK AND ABOUT 3 MILES E OF THE OCEAN AND A
 RD2067'LITTLE TO THE N OF ARCH CAPE.  IT IS ABOUT 3095 FEET IN ELEVATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3072 ***********************************************************************
 RD3072  DESIGNATION -  F
 RD3072  PID         -  RD3072
 RD3072  STATE/COUNTY-  OR/MULTNOMAH
 RD3072  USGS QUAD   -  PORTLAND (1990)
 RD3072
 RD3072                         *CURRENT SURVEY CONTROL
 RD3072  ___________________________________________________________________
 RD3072* NAD 83(1991)-  45 33 53.35551(N)    122 42 57.05390(W)     ADJUSTED  
 RD3072* NAVD 88     -        12.     (meters)      39.     (feet)  SCALED    
 RD3072  ___________________________________________________________________
 RD3072  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 RD3072  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 RD3072  HORZ ORDER  -  THIRD
 RD3072
 RD3072.The horizontal coordinates were established by classical geodetic methods
 RD3072.and adjusted by the National Geodetic Survey in October 1991.
 RD3072
 RD3072.The orthometric height was scaled from a topographic map.
 RD3072
 RD3072.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3072
 RD3072.The geoid height was determined by GEOID03.
 RD3072
 RD3072;                    North         East     Units Scale Factor Converg.
 RD3072;SPC OR N     -   213,299.977 2,327,048.215   MT  0.99991845   -1 34 17.2
 RD3072;SPC OR N     -   699,803.07  7,634,672.62   iFT  0.99991845   -1 34 17.2
 RD3072;SPC WA S     -    28,160.334   327,022.782   MT  1.00007166   -1 36 34.5
 RD3072;SPC WA S     -    92,389.36  1,072,907.24   sFT  1.00007166   -1 36 34.5
 RD3072;UTM  10      - 5,045,737.229   522,174.373   MT  0.99960605   +0 12 10.4
 RD3072
 RD3072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3072!SPC OR N     -   1.00000169  x   0.99991845  =   0.99992014
 RD3072!SPC WA S     -   1.00000169  x   1.00007166  =   1.00007335
 RD3072!UTM  10      -   1.00000169  x   0.99960605  =   0.99960774
 RD3072
 RD3072:                Primary Azimuth Mark                     Grid Az
 RD3072:SPC OR N     -  WINDMILL ON BLUFF                        023 55 30.3
 RD3072:SPC WA S     -  WINDMILL ON BLUFF                        023 57 47.6
 RD3072:UTM  10      -  WINDMILL ON BLUFF                        022 09 02.7
 RD3072
 RD3072|---------------------------------------------------------------------|
 RD3072| PID    Reference Object                     Distance      Geod. Az  |
 RD3072|                                                           dddmmss.s |
 RD3072| RD3055 WINDMILL ON BLUFF                   APPROX. 1.2 KM 0222113.1 |
 RD3072| RD3257 44                                  APPROX. 1.5 KM 1663312.6 |
 RD3072| RD3093 UNIVERSITY FLAGSTAFF                APPROX. 1.0 KM 3185751.0 |
 RD3072| RD3077 MOCKS BOTTOM LIGHT                  479.408 METERS 3420017.6 |
 RD3072|---------------------------------------------------------------------|
 RD3072
 RD3072                          SUPERSEDED SURVEY CONTROL
 RD3072
 RD3072  NAD 83(1986)-  45 33 53.37461(N)    122 42 57.05751(W) AD(       ) 3
 RD3072  NAD 27      -  45 33 53.95100(N)    122 42 52.70400(W) AD(       ) 3
 RD3072
 RD3072.Superseded values are not recommended for survey control.
 RD3072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3072.See file dsdata.txt to determine how the superseded data were derived.
 RD3072
 RD3072_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER2217445737(NAD 83)
 RD3072
 RD3072  HISTORY     - Date     Condition        Report By
 RD3072  HISTORY     - 1909     MONUMENTED       USE
 RD3072  HISTORY     - 1959     SEE DESCRIPTION  CGS
 RD3072
 RD3072                          STATION DESCRIPTION
 RD3072
 RD3072'DESCRIBED BY US ENGINEERS 1909
 RD3072'THE STATION IS ON SWAN ISLAND AND IS MARKED BY A 3 FOOT LONG
 RD3072'IRON PIPE SET IN A CONCRETE PIER ABOUT 1 FOOT SQUARE AND
 RD3072'APPROXIMATELY 8 INCHES DEEP.  THE PIPE PROJECTS 6 TO 8 INCHES
 RD3072'ABOVE THE CONCRETE BLOCK.  THE TOP OF THE PIER BEARS THE
 RD3072'INSCRIPTION U.S.E. AND THE NAME OF THE STATION.  THERE IS NO
 RD3072'UNDERGROUND MARK.
 RD3072
 RD3072                          STATION RECOVERY (1959)
 RD3072
 RD3072'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (ANS)
 RD3072'STATION LOST.  PREVIOUSLY DESCRIBED AS BEING PIPE IN BLOCK OF
 RD3072'CONCRETE.  FROM THE PORT OF PORTLAND IT WAS LEARNED THAT THE
 RD3072'SITE, ON NORTHEAST SHORE OF SWAN ISLAND, HAD BEEN FILLED AND
 RD3072'COVERED WITH ASPHALT DURING CONSTRUCTION OF WHARF AT OUTFITTING
 RD3072'DOCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0434 ***********************************************************************
 RD0434  DESIGNATION -  F 100 RESET
 RD0434  PID         -  RD0434
 RD0434  STATE/COUNTY-  OR/MULTNOMAH
 RD0434  USGS QUAD   -  PORTLAND (1990)
 RD0434
 RD0434                         *CURRENT SURVEY CONTROL
 RD0434  ___________________________________________________________________
 RD0434* NAD 83(1986)-  45 31 06.     (N)    122 40 43.     (W)     SCALED    
 RD0434* NAVD 88     -        16.91   (+/-2cm)      55.5    (feet)  VERTCON   
 RD0434  ___________________________________________________________________
 RD0434  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 RD0434  VERT ORDER  -  THIRD (See Below)
 RD0434
 RD0434.The horizontal coordinates were scaled from a topographic map and have
 RD0434.an estimated accuracy of +/- 6 seconds.
 RD0434
 RD0434.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD0434.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD0434.The vertical order pertains to the NGVD 29 superseded value.
 RD0434
 RD0434.The geoid height was determined by GEOID03.
 RD0434
 RD0434;                    North         East    Units  Estimated Accuracy
 RD0434;SPC OR N     -   208,060.    2,329,820.      MT  (+/- 180 meters Scaled)
 RD0434
 RD0434                          SUPERSEDED SURVEY CONTROL
 RD0434
 RD0434  NGVD 29 (10/26/06)   15.85   (m)           52.0    (f) RESET       3  
 RD0434
 RD0434.Superseded values are not recommended for survey control.
 RD0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0434.See file dsdata.txt to determine how the superseded data were derived.
 RD0434
 RD0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER251405(NAD 83)
 RD0434_MARKER: DB = BENCH MARK DISK
 RD0434_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD0434_SP_SET: CURB
 RD0434_STAMPING: F 100 RESET 1976
 RD0434_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0434
 RD0434  HISTORY     - Date     Condition        Report By
 RD0434  HISTORY     - 1976     MONUMENTED       NGS
 RD0434  HISTORY     - 1987     MARK NOT FOUND   NGS
 RD0434  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RD0434
 RD0434                          STATION DESCRIPTION
 RD0434
 RD0434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 RD0434'IN PORTLAND.
 RD0434'IN SOUTHWEST PORTLAND BETWEEN SW SIXTH AVENUE, AND SW BROADWAY,
 RD0434'CEMENTED IN A DRILL HOLE IN THE NORTH CURB OF SW MORRISON STREET, 122
 RD0434'FEET WEST OF THE CENTER OF SW SIXTH AVENUE, 18 FEET NORTH OF THE
 RD0434'CENTER OF SW MORRISON STREET, AND 12 FEET SOUTH OF THE ENTRANCE TO
 RD0434'JACK EWINGS JEWELRY STORE, 620 SW MORRISON.
 RD0434
 RD0434                          STATION RECOVERY (1987)
 RD0434
 RD0434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD0434'NOT RECOVERED.  A NEW SIDEWALK AND CURB HAVE BEEN BUILT.
 RD0434
 RD0434                          STATION RECOVERY (1988)
 RD0434
 RD0434'RECOVERY NOTE BY US POWER SQUADRON 1988 (KRN)
 RD0434'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0861 ***********************************************************************
 RD0861  DESIGNATION -  F 102 RS 129
 RD0861  PID         -  RD0861
 RD0861  STATE/COUNTY-  OR/YAMHILL
 RD0861  USGS QUAD   -  MC MINNVILLE (1992)
 RD0861
 RD0861                         *CURRENT SURVEY CONTROL
 RD0861  ___________________________________________________________________
 RD0861* NAD 83(1986)-  45 12 12.     (N)    123 11 58.     (W)     SCALED    
 RD0861* NAVD 88     -        40.471  (meters)     132.78   (feet)  ADJUSTED  
 RD0861  ___________________________________________________________________
 RD0861  GEOID HEIGHT-         -21.98  (meters)                     GEOID03
 RD0861  DYNAMIC HT  -          40.472 (meters)     132.78  (feet)  COMP
 RD0861  MODELED GRAV-     980,639.3   (mgal)                       NAVD 88
 RD0861
 RD0861  VERT ORDER  -  SECOND    CLASS 0
 RD0861
 RD0861.The horizontal coordinates were scaled from a topographic map and have
 RD0861.an estimated accuracy of +/- 6 seconds.
 RD0861
 RD0861.The orthometric height was determined by differential leveling
 RD0861.and adjusted in June 1991.
 RD0861
 RD0861.The geoid height was determined by GEOID03.
 RD0861
 RD0861.The dynamic height is computed by dividing the NAVD 88
 RD0861.geopotential number by the normal gravity value computed on the
 RD0861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0861.degrees latitude (g = 980.6199 gals.).
 RD0861
 RD0861.The modeled gravity was interpolated from observed gravity values.
 RD0861
 RD0861;                    North         East    Units  Estimated Accuracy
 RD0861;SPC OR N     -   174,300.    2,287,970.      MT  (+/- 180 meters Scaled)
 RD0861
 RD0861                          SUPERSEDED SURVEY CONTROL
 RD0861
 RD0861  NGVD 29 (??/??/92)   39.435  (m)          129.38   (f) ADJ UNCH    2 0
 RD0861
 RD0861.Superseded values are not recommended for survey control.
 RD0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0861.See file dsdata.txt to determine how the superseded data were derived.
 RD0861
 RD0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR843055(NAD 83)
 RD0861_MARKER: DD = SURVEY DISK
 RD0861_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RD0861_SP_SET: BRIDGE
 RD0861_STAMPING: 129 F 103 RS 1924
 RD0861_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RD0861
 RD0861  HISTORY     - Date     Condition        Report By
 RD0861  HISTORY     - 1924     MONUMENTED       USGS
 RD0861  HISTORY     - 1967     MARK NOT FOUND   NGS
 RD0861  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 RD0861  HISTORY     - 19900315 MARK NOT FOUND   USPSQD
 RD0861
 RD0861                          STATION DESCRIPTION
 RD0861
 RD0861'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 RD0861'IN MCMINNVILLE.
 RD0861'AT MCMINNVILLE, YAMHILL COUNTY, IN THE SOUTHWEST PART OF TOWN, ON
 RD0861'PACIFIC HIGHWAY WEST, AT THE NORTHEAST END OF THE CONCRETE BRIDGE OVER
 RD0861'COZINE CREEK, ON THE NORTHWEST SIDE OF THE HIGHWAY, AND IN THE TOP OF
 RD0861'THE WALK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 RD0861'129 F 103 RS 1924.
 RD0861
 RD0861                          STATION RECOVERY (1990)
 RD0861
 RD0861'RECOVERY NOTE BY US POWER SQUADRON 1990 (KRN)
 RD0861'MARK NOT FOUND.
 RD0861
 RD0861                          STATION RECOVERY (1990)
 RD0861
 RD0861'RECOVERY NOTE BY US POWER SQUADRON 1990 (ALM)
 RD0861'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0301 ***********************************************************************
 RD0301  DESIGNATION -  F 104
 RD0301  PID         -  RD0301
 RD0301  STATE/COUNTY-  OR/MULTNOMAH
 RD0301  USGS QUAD   -  PORTLAND (1990)
 RD0301
 RD0301                         *CURRENT SURVEY CONTROL
 RD0301  ___________________________________________________________________
 RD0301* NAD 83(1986)-  45 30 35.     (N)    122 44 13.     (W)     SCALED    
 RD0301* NAVD 88     -       250.762  (meters)     822.71   (feet)  ADJUSTED  
 RD0301  ___________________________________________________________________
 RD0301  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 RD0301  DYNAMIC HT  -         250.757 (meters)     822.69  (feet)  COMP
 RD0301  MODELED GRAV-     980,589.3   (mgal)                       NAVD 88
 RD0301
 RD0301  VERT ORDER  -  SECOND    CLASS 0
 RD0301
 RD0301.The horizontal coordinates were scaled from a topographic map and have
 RD0301.an estimated accuracy of +/- 6 seconds.
 RD0301
 RD0301.The orthometric height was determined by differential leveling
 RD0301.and adjusted in June 1991.
 RD0301
 RD0301.The geoid height was determined by GEOID03.
 RD0301
 RD0301.The dynamic height is computed by dividing the NAVD 88
 RD0301.geopotential number by the normal gravity value computed on the
 RD0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0301.degrees latitude (g = 980.6199 gals.).
 RD0301
 RD0301.The modeled gravity was interpolated from observed gravity values.
 RD0301
 RD0301;                    North         East    Units  Estimated Accuracy
 RD0301;SPC OR N     -   207,220.    2,325,230.      MT  (+/- 180 meters Scaled)
 RD0301
 RD0301                          SUPERSEDED SURVEY CONTROL
 RD0301
 RD0301  NGVD 29 (??/??/92)  249.685  (m)          819.17   (f) ADJ UNCH    2 0
 RD0301
 RD0301.Superseded values are not recommended for survey control.
 RD0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0301.See file dsdata.txt to determine how the superseded data were derived.
 RD0301
 RD0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER205396(NAD 83)
 RD0301_MARKER: DB = BENCH MARK DISK
 RD0301_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RD0301_SP_SET: BUILDING
 RD0301_STAMPING: F 104 1934 819.175
 RD0301_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RD0301_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RD0301+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2006
 RD0301
 RD0301  HISTORY     - Date     Condition        Report By
 RD0301  HISTORY     - 1934     MONUMENTED       CGS
 RD0301  HISTORY     - 1952     GOOD             NGS
 RD0301  HISTORY     - 1988     GOOD             USPSQD
 RD0301  HISTORY     - 1989     GOOD             USPSQD
 RD0301  HISTORY     - 1989     POOR             USPSQD
 RD0301  HISTORY     - 1990     GOOD             USPSQD
 RD0301  HISTORY     - 19940219 GOOD             USPSQD
 RD0301  HISTORY     - 20011011 GOOD             ORDT
 RD0301  HISTORY     - 20050201 GOOD             USPSQD
 RD0301  HISTORY     - 20060721 GOOD             USPSQD
 RD0301
 RD0301                          STATION DESCRIPTION
 RD0301
 RD0301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 RD0301'IN SYLVAN.
 RD0301'ABOUT 3.5 MILES WEST ALONG STATE HIGHWAY 2 AND 6 FROM THE CITY HALL,
 RD0301'MULTNOMAH COUNTY, AT SYLVAN, IN THE EAST WALL OF SYLVAN SCHOOL, WEST
 RD0301'SIDE OF 58TH AVENUE AND 0.1 MILE NORTH OF HIGHWAY, 48 FEET SOUTH OF
 RD0301'THE CENTER OF THE EAST ENTRANCE TO SCHOOL, 8 FEET NORTH OF TOP OF
 RD0301'STEPS AT SOUTHEAST CORNER OF SCHOOL, 2 FEET ABOVE THE GROUND, AND SET
 RD0301'VERTICALLY.  STAMPED 819.175.
 RD0301
 RD0301                          STATION RECOVERY (1988)
 RD0301
 RD0301'RECOVERY NOTE BY US POWER SQUADRON 1988 (KRN)
 RD0301'RECOVERED IN GOOD CONDITION.
 RD0301
 RD0301                          STATION RECOVERY (1989)
 RD0301
 RD0301'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RD0301'RECOVERED IN GOOD CONDITION.
 RD0301
 RD0301                          STATION RECOVERY (1989)
 RD0301
 RD0301'RECOVERY NOTE BY US POWER SQUADRON 1989 (FV)
 RD0301'MARK RECOVERED IN POOR CONDITION.
 RD0301
 RD0301                          STATION RECOVERY (1990)
 RD0301
 RD0301'RECOVERY NOTE BY US POWER SQUADRON 1990 (KRN)
 RD0301'RECOVERED IN GOOD CONDITION.
 RD0301
 RD0301                          STATION RECOVERY (1994)
 RD0301
 RD0301'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD0301'RECOVERED IN GOOD CONDITION.
 RD0301
 RD0301                          STATION RECOVERY (2001)
 RD0301
 RD0301'RECOVERY NOTE BY OREGON DEPARTMENT OF TRANSPORTATION 2001 (DC)
 RD0301'THE DISK IS IN THE GERMAN AMERICAN SCHOOL BUILDING, FORMERLY SYLVAN
 RD0301'ELEMENTARY SCHOOL. STILL 48 FEET SOUTH OF CENTER LINE OF MAIN ENTRANCE
 RD0301'BUT IS 9.7 M NORTH OF THE SOUTHEAST BUILDING CORNER, SINCE THE
 RD0301'BUILDING HAS BEEN EXPANDED.
 RD0301
 RD0301                          STATION RECOVERY (2005)
 RD0301
 RD0301'RECOVERY NOTE BY US POWER SQUADRON 2005 (NDS)
 RD0301'MONUMENT IS ON THE BUILDING WALL BEHIND SHRUBS.
 RD0301
 RD0301                          STATION RECOVERY (2006)
 RD0301
 RD0301'RECOVERY NOTE BY US POWER SQUADRON 2006 (RJR)
 RD0301'LARGE MUGO PINE IS DIRECTLY IN FRONT OF DISK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0996 ***********************************************************************
 QE0996  DESIGNATION -  F 106
 QE0996  PID         -  QE0996
 QE0996  STATE/COUNTY-  OR/POLK
 QE0996  USGS QUAD   -  FANNO RIDGE (1974)
 QE0996
 QE0996                         *CURRENT SURVEY CONTROL
 QE0996  ___________________________________________________________________
 QE0996* NAD 83(1986)-  44 49 35.     (N)    123 34 50.     (W)     SCALED    
 QE0996* NAVD 88     -       474.317  (meters)    1556.15   (feet)  ADJUSTED  
 QE0996  ___________________________________________________________________
 QE0996  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 QE0996  DYNAMIC HT  -         474.295 (meters)    1556.08  (feet)  COMP
 QE0996  MODELED GRAV-     980,554.5   (mgal)                       NAVD 88
 QE0996
 QE0996  VERT ORDER  -  SECOND    CLASS 0
 QE0996
 QE0996.The horizontal coordinates were scaled from a topographic map and have
 QE0996.an estimated accuracy of +/- 6 seconds.
 QE0996
 QE0996.The orthometric height was determined by differential leveling
 QE0996.and adjusted in June 1991.
 QE0996
 QE0996.The geoid height was determined by GEOID03.
 QE0996
 QE0996.The dynamic height is computed by dividing the NAVD 88
 QE0996.geopotential number by the normal gravity value computed on the
 QE0996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0996.degrees latitude (g = 980.6199 gals.).
 QE0996
 QE0996.The modeled gravity was interpolated from observed gravity values.
 QE0996
 QE0996;                    North         East    Units  Estimated Accuracy
 QE0996;SPC OR N     -   133,510.    2,256,460.      MT  (+/- 180 meters Scaled)
 QE0996
 QE0996                          SUPERSEDED SURVEY CONTROL
 QE0996
 QE0996  NGVD 29 (??/??/92)  473.280  (m)         1552.75   (f) ADJ UNCH    2 0
 QE0996
 QE0996.Superseded values are not recommended for survey control.
 QE0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0996.See file dsdata.txt to determine how the superseded data were derived.
 QE0996
 QE0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ541638(NAD 83)
 QE0996_MARKER: DB = BENCH MARK DISK
 QE0996_SETTING: 0 = UNSPECIFIED SETTING
 QE0996_STAMPING: F 106 1934
 QE0996_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0996
 QE0996  HISTORY     - Date     Condition        Report By
 QE0996  HISTORY     - 1934     MONUMENTED       CGS
 QE0996  HISTORY     - 1973     MARK NOT FOUND   NGS
 QE0996
 QE0996                          STATION DESCRIPTION
 QE0996
 QE0996'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QE0996'4.6 MI NE FROM VALSETZ.
 QE0996'4.6 MI. N. E. ALONG FALLS CITY ROAD.  ALONG THE VALSETZ-FALLS CITY
 QE0996'ROAD, 2.1 MILES SOUTHWEST OF TOP OF DIVIDE, 0.8 MILE SOUTHWEST OF
 QE0996'OVERHEAD CROSSING, OF ABANDONED LOGGING RAILROAD, 18 FEET WEST OF
 QE0996'CENTER LINE OF ROAD, BETWEEN TWO LARGE STUMPS, AND 2 FEET ABOVE GRADE
 QE0996'OF ROAD.
 QE0996
 QE0996                          STATION RECOVERY (1973)
 QE0996
 QE0996'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 QE0996'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0216 ***********************************************************************
 RD0216  DESIGNATION -  F 107
 RD0216  PID         -  RD0216
 RD0216  STATE/COUNTY-  OR/CLACKAMAS
 RD0216  USGS QUAD   -  BULL RUN (1997)
 RD0216
 RD0216                         *CURRENT SURVEY CONTROL
 RD0216  ___________________________________________________________________
 RD0216* NAD 83(1986)-  45 22 31.     (N)    122 13 08.     (W)     SCALED    
 RD0216* NAVD 88     -       353.401  (meters)    1159.45   (feet)  ADJUSTED  
 RD0216  ___________________________________________________________________
 RD0216  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 RD0216  DYNAMIC HT  -         353.363 (meters)    1159.33  (feet)  COMP
 RD0216  MODELED GRAV-     980,498.6   (mgal)                       NAVD 88
 RD0216
 RD0216  VERT ORDER  -  SECOND    CLASS 0
 RD0216
 RD0216.The horizontal coordinates were scaled from a topographic map and have
 RD0216.an estimated accuracy of +/- 6 seconds.
 RD0216
 RD0216.The orthometric height was determined by differential leveling
 RD0216.and adjusted in June 1991.
 RD0216
 RD0216.The geoid height was determined by GEOID03.
 RD0216
 RD0216.The dynamic height is computed by dividing the NAVD 88
 RD0216.geopotential number by the normal gravity value computed on the
 RD0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0216.degrees latitude (g = 980.6199 gals.).
 RD0216
 RD0216.The modeled gravity was interpolated from observed gravity values.
 RD0216
 RD0216;                    North         East    Units  Estimated Accuracy
 RD0216;SPC OR N     -   191,300.    2,365,380.      MT  (+/- 180 meters Scaled)
 RD0216
 RD0216                          SUPERSEDED SURVEY CONTROL
 RD0216
 RD0216  NGVD 29 (??/??/92)  352.339  (m)         1155.97   (f) ADJ UNCH    2 0
 RD0216
 RD0216.Superseded values are not recommended for survey control.
 RD0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0216.See file dsdata.txt to determine how the superseded data were derived.
 RD0216
 RD0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER611249(NAD 83)
 RD0216_MARKER: DD = SURVEY DISK
 RD0216_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD0216_SP_SET: CULVERT
 RD0216_STAMPING: F 107 1934
 RD0216_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0216
 RD0216  HISTORY     - Date     Condition        Report By
 RD0216  HISTORY     - 1934     MONUMENTED       ORDT
 RD0216  HISTORY     - 1947     GOOD             NGS
 RD0216  HISTORY     - 1983     MARK NOT FOUND   USGS
 RD0216
 RD0216                          STATION DESCRIPTION
 RD0216
 RD0216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 RD0216'2.75 MI E FROM SANDY.
 RD0216'2.75 MILES EAST ALONG STATE HIGHWAY 50 FROM THE COMMUNITY CHURCH AT
 RD0216'SANDY, JUST EAST OF THE EAST END OF A SHARP CURVE, AT A 6- BY 6-FOOT
 RD0216'CONCRETE BOX CULVERT, SET IN TOP OF THE SOUTHWEST WINGWALL, 13.3 FEET
 RD0216'SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND 1 FOOT BELOW THE HIGHWAY
 RD0216'LEVEL.
 RD0216
 RD0216                          STATION RECOVERY (1983)
 RD0216
 RD0216'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 RD0216'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1343 ***********************************************************************
 RC1343  DESIGNATION -  F 108
 RC1343  PID         -  RC1343
 RC1343  STATE/COUNTY-  OR/WASCO
 RC1343  USGS QUAD   -  BEAVER BUTTE (1996)
 RC1343
 RC1343                         *CURRENT SURVEY CONTROL
 RC1343  ___________________________________________________________________
 RC1343* NAD 83(1986)-  45 06 53.     (N)    121 31 26.     (W)     SCALED    
 RC1343* NAVD 88     -       950.855  (meters)    3119.60   (feet)  ADJUSTED  
 RC1343  ___________________________________________________________________
 RC1343  GEOID HEIGHT-         -21.02  (meters)                     GEOID03
 RC1343  DYNAMIC HT  -         950.617 (meters)    3118.82  (feet)  COMP
 RC1343  MODELED GRAV-     980,334.1   (mgal)                       NAVD 88
 RC1343
 RC1343  VERT ORDER  -  SECOND    CLASS 0
 RC1343
 RC1343.The horizontal coordinates were scaled from a topographic map and have
 RC1343.an estimated accuracy of +/- 6 seconds.
 RC1343
 RC1343.The orthometric height was determined by differential leveling
 RC1343.and adjusted in June 1991.
 RC1343
 RC1343.The geoid height was determined by GEOID03.
 RC1343
 RC1343.The dynamic height is computed by dividing the NAVD 88
 RC1343.geopotential number by the normal gravity value computed on the
 RC1343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1343.degrees latitude (g = 980.6199 gals.).
 RC1343
 RC1343.The modeled gravity was interpolated from observed gravity values.
 RC1343
 RC1343;                    North         East    Units  Estimated Accuracy
 RC1343;SPC OR N     -   161,420.    2,419,440.      MT  (+/- 180 meters Scaled)
 RC1343
 RC1343                          SUPERSEDED SURVEY CONTROL
 RC1343
 RC1343  NGVD 29 (??/??/92)  949.751  (m)         3115.97   (f) ADJ UNCH    2 0
 RC1343
 RC1343.Superseded values are not recommended for survey control.
 RC1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1343.See file dsdata.txt to determine how the superseded data were derived.
 RC1343
 RC1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ161967(NAD 83)
 RC1343_MARKER: DB = BENCH MARK DISK
 RC1343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC1343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC1343_STAMPING: F 108 1934
 RC1343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1343+STABILITY: SURFACE MOTION
 RC1343
 RC1343  HISTORY     - Date     Condition        Report By
 RC1343  HISTORY     - 1934     MONUMENTED       CGS
 RC1343  HISTORY     - 1984     GOOD             USPSQD
 RC1343  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 RC1343  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 RC1343
 RC1343                          STATION DESCRIPTION
 RC1343
 RC1343'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RC1343'IN BEAR SPRINGS.
 RC1343'AT BEAR SPRINGS, WASCO COUNTY, ON THE WAPINITIA HIGHWAY (OREGON 50),
 RC1343'AT THE EAST ENTRANCE TO THE BEAR SPRINGS FOREST CAMP, 47 FEET
 RC1343'NORTHWEST ACROSS THE HIGHWAY FROM THE JUNCTION OF THE ENTRANCE DRIVE
 RC1343'TO THE CAMP, 45 FEET NORTH ACROSS THE HIGHWAY FROM THE CAMP SIGNBOARD,
 RC1343'AND 30 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK,
 RC1343'STAMPED F 108 1934 AND SET IN THE TOP OF A CONCRETE POST.
 RC1343
 RC1343                          STATION RECOVERY (1984)
 RC1343
 RC1343'RECOVERY NOTE BY US POWER SQUADRON 1984
 RC1343'RECOVERED IN GOOD CONDITION.
 RC1343
 RC1343                          STATION RECOVERY (1985)
 RC1343
 RC1343'RECOVERY NOTE BY US POWER SQUADRON 1985
 RC1343'MARK NOT FOUND.
 RC1343
 RC1343                          STATION RECOVERY (1985)
 RC1343
 RC1343'RECOVERY NOTE BY US POWER SQUADRON 1985
 RC1343'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1492 ***********************************************************************
 RC1492  DESIGNATION -  F 109
 RC1492  PID         -  RC1492
 RC1492  STATE/COUNTY-  OR/HOOD RIVER
 RC1492  USGS QUAD   -  HOOD RIVER (1994)
 RC1492
 RC1492                         *CURRENT SURVEY CONTROL
 RC1492  ___________________________________________________________________
 RC1492* NAD 83(1986)-  45 38 19.     (N)    121 30 46.     (W)     SCALED    
 RC1492* NAVD 88     -       188.886  (meters)     619.70   (feet)  ADJUSTED  
 RC1492  ___________________________________________________________________
 RC1492  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 RC1492  DYNAMIC HT  -         188.872 (meters)     619.66  (feet)  COMP
 RC1492  MODELED GRAV-     980,539.1   (mgal)                       NAVD 88
 RC1492
 RC1492  VERT ORDER  -  SECOND    CLASS 0
 RC1492
 RC1492.The horizontal coordinates were scaled from a topographic map and have
 RC1492.an estimated accuracy of +/- 6 seconds.
 RC1492
 RC1492.The orthometric height was determined by differential leveling
 RC1492.and adjusted in June 1991.
 RC1492
 RC1492.The geoid height was determined by GEOID03.
 RC1492
 RC1492.The dynamic height is computed by dividing the NAVD 88
 RC1492.geopotential number by the normal gravity value computed on the
 RC1492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1492.degrees latitude (g = 980.6199 gals.).
 RC1492
 RC1492.The modeled gravity was interpolated from observed gravity values.
 RC1492
 RC1492;                    North         East    Units  Estimated Accuracy
 RC1492;SPC OR N     -   219,620.    2,421,050.      MT  (+/- 180 meters Scaled)
 RC1492
 RC1492                          SUPERSEDED SURVEY CONTROL
 RC1492
 RC1492  NGVD 29 (??/??/92)  187.848  (m)          616.30   (f) ADJ UNCH    2 0
 RC1492
 RC1492.Superseded values are not recommended for survey control.
 RC1492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1492.See file dsdata.txt to determine how the superseded data were derived.
 RC1492
 RC1492_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR159549(NAD 83)
 RC1492_MARKER: DD = SURVEY DISK
 RC1492_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RC1492_SP_SET: BRIDGE
 RC1492_STAMPING: F 109 1934
 RC1492_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RC1492
 RC1492  HISTORY     - Date     Condition        Report By
 RC1492  HISTORY     - 1934     MONUMENTED       ORDT
 RC1492  HISTORY     - 1961     GOOD             NGS
 RC1492  HISTORY     - 1974     MARK NOT FOUND   ORDT
 RC1492
 RC1492                          STATION DESCRIPTION
 RC1492
 RC1492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RC1492'5.3 MI SE FROM HOOD RIVER.
 RC1492'REACHED FROM THE NORTH END OF THE BRIDGE OVER HOOD RIVER AT HOOD
 RC1492'RIVER, GO SOUTHEAST ON STATE HIGHWAY 35 FOR 5.3 MILES TO A CULVERT,
 RC1492'THIS IS ABOUT 100 FEET NORTHWEST OF A ROAD GOING EAST AND A BRIDGE
 RC1492'OVER NEAL CREEK, LOCATED IN THE TOP OF THE WEST CONCRETE HEAD WALL,
 RC1492'AND ABOUT 15 FEET WEST OF THE CENTER LINE OF THE HIGHWAY.
 RC1492
 RC1492                          STATION RECOVERY (1974)
 RC1492
 RC1492'RECOVERY NOTE BY OREGON DEPARTMENT OF TRANSPORTATION 1974
 RC1492'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1181 ***********************************************************************
 RC1181  DESIGNATION -  F 110
 RC1181  PID         -  RC1181
 RC1181  STATE/COUNTY-  OR/WASCO
 RC1181  USGS QUAD   -  DANT (1962)
 RC1181
 RC1181                         *CURRENT SURVEY CONTROL
 RC1181  ___________________________________________________________________
 RC1181* NAD 83(1986)-  45 04 06.     (N)    121 06 33.     (W)     SCALED    
 RC1181* NAVD 88     -       299.186  (meters)     981.58   (feet)  ADJUSTED  
 RC1181  ___________________________________________________________________
 RC1181  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 RC1181  DYNAMIC HT  -         299.121 (meters)     981.37  (feet)  COMP
 RC1181  MODELED GRAV-     980,394.1   (mgal)                       NAVD 88
 RC1181
 RC1181  VERT ORDER  -  SECOND    CLASS 0
 RC1181
 RC1181.The horizontal coordinates were scaled from a topographic map and have
 RC1181.an estimated accuracy of +/- 6 seconds.
 RC1181
 RC1181.The orthometric height was determined by differential leveling
 RC1181.and adjusted in June 1991.
 RC1181
 RC1181.The geoid height was determined by GEOID03.
 RC1181
 RC1181.The dynamic height is computed by dividing the NAVD 88
 RC1181.geopotential number by the normal gravity value computed on the
 RC1181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1181.degrees latitude (g = 980.6199 gals.).
 RC1181
 RC1181.The modeled gravity was interpolated from observed gravity values.
 RC1181
 RC1181;                    North         East    Units  Estimated Accuracy
 RC1181;SPC OR N     -   155,940.    2,452,030.      MT  (+/- 180 meters Scaled)
 RC1181
 RC1181                          SUPERSEDED SURVEY CONTROL
 RC1181
 RC1181  NGVD 29 (??/??/92)  298.130  (m)          978.11   (f) ADJ UNCH    2 0
 RC1181
 RC1181.Superseded values are not recommended for survey control.
 RC1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1181.See file dsdata.txt to determine how the superseded data were derived.
 RC1181
 RC1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ488922(NAD 83)
 RC1181_MARKER: DB = BENCH MARK DISK
 RC1181_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 RC1181_SP_SET: UNSPEC. ROCK
 RC1181_STAMPING: F 110 1934
 RC1181_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RC1181
 RC1181  HISTORY     - Date     Condition        Report By
 RC1181  HISTORY     - 1934     MONUMENTED       CGS
 RC1181  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 RC1181
 RC1181                          STATION DESCRIPTION
 RC1181
 RC1181'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RC1181'9.2 MI S FROM MAUPIN.
 RC1181'9.2 MI. SOUTH ALONG OWR AND W RY, FROM STATION.  ALONG THE RIGHT OF
 RC1181'WAY OF THE OREGON-WASHINGTON RAILROAD AND NAVIGATION CO., 72 RAILS,
 RC1181'APPROXIMATELY 792 YARDS SOUTH OF MILE POST 60, 9 RAILS SOUTH OF
 RC1181'TRESTLE NO. 60.39, 35 FEET EAST OF TRACK, 18 FEET WEST OF FENCE, AND
 RC1181'ABOUT 2 FEET ABOVE RAILROAD GRADE, SET ON TOP OF LARGE ROCK.
 RC1181
 RC1181                          STATION RECOVERY (1985)
 RC1181
 RC1181'RECOVERY NOTE BY US POWER SQUADRON 1985
 RC1181'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0858 ***********************************************************************
 QD0858  DESIGNATION -  F 111
 QD0858  PID         -  QD0858
 QD0858  STATE/COUNTY-  OR/DESCHUTES
 QD0858  USGS QUAD   -  REDMOND (1975)
 QD0858
 QD0858                         *CURRENT SURVEY CONTROL
 QD0858  ___________________________________________________________________
 QD0858* NAD 83(1986)-  44 19 12.     (N)    121 10 21.     (W)     SCALED    
 QD0858* NAVD 88     -       902.710  (meters)    2961.64   (feet)  ADJUSTED  
 QD0858  ___________________________________________________________________
 QD0858  GEOID HEIGHT-         -21.15  (meters)                     GEOID03
 QD0858  DYNAMIC HT  -         902.425 (meters)    2960.71  (feet)  COMP
 QD0858  MODELED GRAV-     980,271.1   (mgal)                       NAVD 88
 QD0858
 QD0858  VERT ORDER  -  FIRST     CLASS II
 QD0858
 QD0858.The horizontal coordinates were scaled from a topographic map and have
 QD0858.an estimated accuracy of +/- 6 seconds.
 QD0858
 QD0858.The orthometric height was determined by differential leveling
 QD0858.and adjusted in June 1991.
 QD0858
 QD0858.The geoid height was determined by GEOID03.
 QD0858
 QD0858.The dynamic height is computed by dividing the NAVD 88
 QD0858.geopotential number by the normal gravity value computed on the
 QD0858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0858.degrees latitude (g = 980.6199 gals.).
 QD0858
 QD0858.The modeled gravity was interpolated from observed gravity values.
 QD0858
 QD0858;                    North         East    Units  Estimated Accuracy
 QD0858;SPC OR S     -   294,980.    1,446,350.      MT  (+/- 180 meters Scaled)
 QD0858
 QD0858                          SUPERSEDED SURVEY CONTROL
 QD0858
 QD0858  NGVD 29 (??/??/92)  901.616  (m)         2958.05   (f) ADJ UNCH    1 2
 QD0858
 QD0858.Superseded values are not recommended for survey control.
 QD0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0858.See file dsdata.txt to determine how the superseded data were derived.
 QD0858
 QD0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ457090(NAD 83)
 QD0858_MARKER: DD = SURVEY DISK
 QD0858_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QD0858_SP_SET: ABUTMENT
 QD0858_STAMPING: F 111 1934
 QD0858_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QD0858
 QD0858  HISTORY     - Date     Condition        Report By
 QD0858  HISTORY     - 1934     MONUMENTED       ORDT
 QD0858  HISTORY     - 1941     GOOD             NGS
 QD0858  HISTORY     - 1959     MARK NOT FOUND   NGS
 QD0858  HISTORY     - 19880714 MARK NOT FOUND   NGS
 QD0858
 QD0858                          STATION DESCRIPTION
 QD0858
 QD0858'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QD0858'1.9 MI S FROM TERREBONNE.
 QD0858'ABOUT 1.9 MILES SOUTH ALONG THE DALLES-CALIFORNIA HIGHWAY FROM
 QD0858'TERREBONNE, DESCHUTES COUNTY, 0.3 MILE SOUTH OF THE POINT WHERE THE
 QD0858'OLD LOCATION FORKS TO THE SOUTHEAST, 150 FEET NORTH OF MILEPOST 120,
 QD0858'AT THE NORTHEAST CORNER OF A WOODEN BRIDGE OVER AN IRRIGATION CANAL,
 QD0858'AND IN THE TOP OF THE MASONRY ABUTMENT.  AN OSHD STANDARD DISK STAMPED
 QD0858'F 111 1934.
 QD0858
 QD0858                          STATION RECOVERY (1959)
 QD0858
 QD0858'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 QD0858'MARK NOT FOUND.
 QD0858
 QD0858                          STATION RECOVERY (1988)
 QD0858
 QD0858'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QD0858'THERE IS NO LONGER A BRIDGE AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0128 ***********************************************************************
 PB0128  DESIGNATION -  F 112
 PB0128  PID         -  PB0128
 PB0128  STATE/COUNTY-  OR/DESCHUTES
 PB0128  USGS QUAD   -  MILLICAN SE (1981)
 PB0128
 PB0128                         *CURRENT SURVEY CONTROL
 PB0128  ___________________________________________________________________
 PB0128* NAD 83(1986)-  43 49 41.     (N)    120 46 03.     (W)     SCALED    
 PB0128* NAVD 88     -      1339.836  (meters)    4395.78   (feet)  ADJUSTED  
 PB0128  ___________________________________________________________________
 PB0128  GEOID HEIGHT-         -20.10  (meters)                     GEOID03
 PB0128  DYNAMIC HT  -        1339.202 (meters)    4393.70  (feet)  COMP
 PB0128  MODELED GRAV-     980,099.3   (mgal)                       NAVD 88
 PB0128
 PB0128  VERT ORDER  -  FIRST     CLASS II
 PB0128
 PB0128.The horizontal coordinates were scaled from a topographic map and have
 PB0128.an estimated accuracy of +/- 6 seconds.
 PB0128
 PB0128.The orthometric height was determined by differential leveling
 PB0128.and adjusted in June 1991.
 PB0128
 PB0128.The geoid height was determined by GEOID03.
 PB0128
 PB0128.The dynamic height is computed by dividing the NAVD 88
 PB0128.geopotential number by the normal gravity value computed on the
 PB0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0128.degrees latitude (g = 980.6199 gals.).
 PB0128
 PB0128.The modeled gravity was interpolated from observed gravity values.
 PB0128
 PB0128;                    North         East    Units  Estimated Accuracy
 PB0128;SPC OR S     -   240,130.    1,478,480.      MT  (+/- 180 meters Scaled)
 PB0128
 PB0128                          SUPERSEDED SURVEY CONTROL
 PB0128
 PB0128  NGVD 29 (??/??/92) 1338.616  (m)         4391.78   (f) ADJ UNCH    1 2
 PB0128
 PB0128.Superseded values are not recommended for survey control.
 PB0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0128.See file dsdata.txt to determine how the superseded data were derived.
 PB0128
 PB0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP795551(NAD 83)
 PB0128_MARKER: DB = BENCH MARK DISK
 PB0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0128_SP_SET: CONCRETE POST
 PB0128_STAMPING: F 112 1934
 PB0128_MARK LOGO: CGS   
 PB0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0128+STABILITY: SURFACE MOTION
 PB0128
 PB0128  HISTORY     - Date     Condition        Report By
 PB0128  HISTORY     - 1934     MONUMENTED       CGS
 PB0128  HISTORY     - 1979     GOOD             USGS
 PB0128
 PB0128                          STATION DESCRIPTION
 PB0128
 PB0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PB0128'10.3 MI SE FROM MILLICAN.
 PB0128'3 1/4 MI W ALONG A COUNTY ROAD FROM THE STORE AND SERVICE STATION AT
 PB0128'BROTHERS.  ALONG THE RIGHT OF WAY OF THE OLD BEND-BURNS HWY.  THENCE
 PB0128'ABOUT 5.6 MI. W ALONG THE OLD BEND-BURNS ROAD, 0.2 MILES NORTH OF OLD
 PB0128'PERCIVAL RANCH HOUSE, AT JUNCTION WITH ROAD LEADING N.E. FROM HIGHWAY,
 PB0128'36 FEET EAST OF CENTERLINE OF OLD BEND-BURNS HIGHWAY AND 16 FEET SOUTH
 PB0128'OF ROAD, 1 FOOT WEST OF FENCE.
 PB0128
 PB0128                          STATION RECOVERY (1979)
 PB0128
 PB0128'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PB0128'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0463 ***********************************************************************
 QD0463  DESIGNATION -  F 113
 QD0463  PID         -  QD0463
 QD0463  STATE/COUNTY-  OR/WASCO
 QD0463  USGS QUAD   -  ANTELOPE (1987)
 QD0463
 QD0463                         *CURRENT SURVEY CONTROL
 QD0463  ___________________________________________________________________
 QD0463* NAD 83(1986)-  44 54 33.     (N)    120 42 05.     (W)     SCALED    
 QD0463* NAVD 88     -       822.749  (meters)    2699.30   (feet)  ADJUSTED  
 QD0463  ___________________________________________________________________
 QD0463  GEOID HEIGHT-         -20.54  (meters)                     GEOID03
 QD0463  DYNAMIC HT  -         822.560 (meters)    2698.68  (feet)  COMP
 QD0463  MODELED GRAV-     980,359.6   (mgal)                       NAVD 88
 QD0463
 QD0463  VERT ORDER  -  FIRST     CLASS II
 QD0463
 QD0463.The horizontal coordinates were scaled from a topographic map and have
 QD0463.an estimated accuracy of +/- 6 seconds.
 QD0463
 QD0463.The orthometric height was determined by differential leveling
 QD0463.and adjusted in June 1991.
 QD0463.WARNING-Repeat measurements at this control monument indicate possible
 QD0463.vertical movement.
 QD0463
 QD0463.The geoid height was determined by GEOID03.
 QD0463
 QD0463.The dynamic height is computed by dividing the NAVD 88
 QD0463.geopotential number by the normal gravity value computed on the
 QD0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0463.degrees latitude (g = 980.6199 gals.).
 QD0463
 QD0463.The modeled gravity was interpolated from observed gravity values.
 QD0463
 QD0463;                    North         East    Units  Estimated Accuracy
 QD0463;SPC OR N     -   138,090.    2,484,100.      MT  (+/- 180 meters Scaled)
 QD0463
 QD0463                          SUPERSEDED SURVEY CONTROL
 QD0463
 QD0463  NGVD 29 (??/??/92)  821.646  (m)         2695.68   (f) ADJ UNCH    1 2
 QD0463
 QD0463.Superseded values are not recommended for survey control.
 QD0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0463.See file dsdata.txt to determine how the superseded data were derived.
 QD0463
 QD0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ814754(NAD 83)
 QD0463_MARKER: DB = BENCH MARK DISK
 QD0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD0463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QD0463_STAMPING: F 113 1934
 QD0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0463+STABILITY: SURFACE MOTION
 QD0463
 QD0463  HISTORY     - Date     Condition        Report By
 QD0463  HISTORY     - 1934     MONUMENTED       CGS
 QD0463  HISTORY     - 1943     GOOD             NGS
 QD0463  HISTORY     - 1965     MARK NOT FOUND   NGS
 QD0463  HISTORY     - 1987     MARK NOT FOUND   NGS
 QD0463
 QD0463                          STATION DESCRIPTION
 QD0463
 QD0463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QD0463'1.1 MI SE FROM ANTELOPE.
 QD0463'ABOUT 1.1 MILE SOUTHEAST ALONG THE ANTELOPE-FOSSIL ROAD FROM THE POST
 QD0463'OFFICE AT ANTELOPE, WASCO COUNTY, 123.0 FEET NORTHEAST OF THE
 QD0463'NORTHEAST CORNER OF W.I. HELYER RANCH HOUSE, 23.0 FEET EAST OF THE
 QD0463'CENTER LINE OF THE DRIVE WAY LEADING SOUTH, 1.0 FOOT NORTH OF A
 QD0463'EAST-WEST FENCE, 43.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 QD0463'2-INCHES BELOW GROUND LEVEL, 2.0 FEET WEST OF A WHITE REFERENCE POST.
 QD0463
 QD0463                          STATION RECOVERY (1965)
 QD0463
 QD0463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 QD0463'MARK NOT FOUND.
 QD0463
 QD0463                          STATION RECOVERY (1987)
 QD0463
 QD0463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QD0463'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0322 ***********************************************************************
 PB0322  DESIGNATION -  F 114
 PB0322  PID         -  PB0322
 PB0322  STATE/COUNTY-  OR/LAKE
 PB0322  USGS QUAD   -  HAGER MTN (1968)
 PB0322
 PB0322                         *CURRENT SURVEY CONTROL
 PB0322  ___________________________________________________________________
 PB0322* NAD 83(1986)-  43 06 10.     (N)    121 03 56.     (W)     SCALED    
 PB0322* NAVD 88     -      1350.344  (meters)    4430.25   (feet)  ADJUSTED  
 PB0322  ___________________________________________________________________
 PB0322  GEOID HEIGHT-         -20.87  (meters)                     GEOID03
 PB0322  DYNAMIC HT  -        1349.608 (meters)    4427.84  (feet)  COMP
 PB0322  MODELED GRAV-     980,028.3   (mgal)                       NAVD 88
 PB0322
 PB0322  VERT ORDER  -  SECOND    CLASS 0
 PB0322
 PB0322.The horizontal coordinates were scaled from a topographic map and have
 PB0322.an estimated accuracy of +/- 6 seconds.
 PB0322
 PB0322.The orthometric height was determined by differential leveling
 PB0322.and adjusted in June 1991.
 PB0322
 PB0322.The geoid height was determined by GEOID03.
 PB0322
 PB0322.The dynamic height is computed by dividing the NAVD 88
 PB0322.geopotential number by the normal gravity value computed on the
 PB0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0322.degrees latitude (g = 980.6199 gals.).
 PB0322
 PB0322.The modeled gravity was interpolated from observed gravity values.
 PB0322
 PB0322;                    North         East    Units  Estimated Accuracy
 PB0322;SPC OR S     -   159,680.    1,453,970.      MT  (+/- 180 meters Scaled)
 PB0322
 PB0322                          SUPERSEDED SURVEY CONTROL
 PB0322
 PB0322  NGVD 29 (??/??/92) 1349.112  (m)         4426.21   (f) ADJ UNCH    2 0
 PB0322
 PB0322.Superseded values are not recommended for survey control.
 PB0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0322.See file dsdata.txt to determine how the superseded data were derived.
 PB0322
 PB0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFN574740(NAD 83)
 PB0322_MARKER: DB = BENCH MARK DISK
 PB0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0322_STAMPING: F 114 1935
 PB0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0322+STABILITY: SURFACE MOTION
 PB0322
 PB0322  HISTORY     - Date     Condition        Report By
 PB0322  HISTORY     - 1935     MONUMENTED       CGS
 PB0322  HISTORY     - 1968     GOOD             USGS
 PB0322
 PB0322                          STATION DESCRIPTION
 PB0322
 PB0322'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 PB0322'0.5 MI W FROM SILVER LAKE.
 PB0322'ABOUT 2.2 MILES SOUTH ALONG THE OLD ROUTE OF THE BLY ROAD ABOUT 0.5
 PB0322'MILES WEST ALONG THE FREMONT HIGHWAY (OREGON 31) FROM THE SCHOOL HOUSE
 PB0322'AT SILVER LAKE, LAKE COUNTY, ABOUT 1.9 MILES SOUTH ALONG THE HAGER
 PB0322'MTN. ROAD, ABOUT 94 FT. WEST OF ROAD, ABOUT 79 FT. NORTHWEST OF POWER
 PB0322'POLE NO. 23, 7 FT. NORTH OF A THREE WAY FENCE CORNER, 2 FT. SOUTH OF A
 PB0322'STEEL WITNESS POST AND 1 FT. EAST OF THE FENCE, A STANDARD USC AND GS
 PB0322'DISK STAMPED F 114 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0226 ***********************************************************************
 NY0226  DESIGNATION -  F 115
 NY0226  PID         -  NY0226
 NY0226  STATE/COUNTY-  OR/LAKE
 NY0226  USGS QUAD   -  SYCAN MARSH EAST (1988)
 NY0226
 NY0226                         *CURRENT SURVEY CONTROL
 NY0226  ___________________________________________________________________
 NY0226* NAD 83(1986)-  42 47 52.     (N)    121 03 22.     (W)     SCALED    
 NY0226* NAVD 88     -      1524.684  (meters)    5002.23   (feet)  ADJUSTED  
 NY0226  ___________________________________________________________________
 NY0226  GEOID HEIGHT-         -21.08  (meters)                     GEOID03
 NY0226  DYNAMIC HT  -        1523.737 (meters)    4999.13  (feet)  COMP
 NY0226  MODELED GRAV-     979,945.8   (mgal)                       NAVD 88
 NY0226
 NY0226  VERT ORDER  -  SECOND    CLASS 0
 NY0226
 NY0226.The horizontal coordinates were scaled from a topographic map and have
 NY0226.an estimated accuracy of +/- 6 seconds.
 NY0226
 NY0226.The orthometric height was determined by differential leveling
 NY0226.and adjusted in June 1991.
 NY0226
 NY0226.The geoid height was determined by GEOID03.
 NY0226
 NY0226.The dynamic height is computed by dividing the NAVD 88
 NY0226.geopotential number by the normal gravity value computed on the
 NY0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0226.degrees latitude (g = 980.6199 gals.).
 NY0226
 NY0226.The modeled gravity was interpolated from observed gravity values.
 NY0226
 NY0226;                    North         East    Units  Estimated Accuracy
 NY0226;SPC OR S     -   125,800.    1,454,510.      MT  (+/- 180 meters Scaled)
 NY0226
 NY0226                          SUPERSEDED SURVEY CONTROL
 NY0226
 NY0226  NGVD 29 (??/??/92) 1523.422  (m)         4998.09   (f) ADJ UNCH    2 0
 NY0226
 NY0226.Superseded values are not recommended for survey control.
 NY0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0226.See file dsdata.txt to determine how the superseded data were derived.
 NY0226
 NY0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFN589401(NAD 83)
 NY0226_MARKER: DB = BENCH MARK DISK
 NY0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NY0226_STAMPING: F 115 1935
 NY0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0226+STABILITY: SURFACE MOTION
 NY0226
 NY0226  HISTORY     - Date     Condition        Report By
 NY0226  HISTORY     - 1935     MONUMENTED       CGS
 NY0226  HISTORY     - 1936     GOOD             NGS
 NY0226  HISTORY     - 1957     MARK NOT FOUND   NGS
 NY0226  HISTORY     - 19850705 MARK NOT FOUND   USPSQD
 NY0226
 NY0226                          STATION DESCRIPTION
 NY0226
 NY0226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 NY0226'26.1 MI S FROM SILVER LAKE.
 NY0226'26.1 MILES S ALONG BLY ROAD FROM SCHOOL HOUSE.  ALONG THE ROAD FROM
 NY0226'SILVER LAKE VIA SYCAN TO BLY.  1.5 MILES N OF THE ZX RANCH HOUSE. 0.8
 NY0226'MILE N OF THE JUNCTION OF A ROAD LEADING E TO PAISLEY.  0.1 MILE N OF
 NY0226'A SMALL WOODEN BRIDGE AT A CURVE IN THE ROAD.  36 FEET W OF THE CENTER
 NY0226'OF THE ROAD.
 NY0226
 NY0226                          STATION RECOVERY (1957)
 NY0226
 NY0226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 NY0226'MARK NOT FOUND.
 NY0226
 NY0226                          STATION RECOVERY (1985)
 NY0226
 NY0226'RECOVERY NOTE BY US POWER SQUADRON 1985 (LAB)
 NY0226'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0402 ***********************************************************************
 RD0402  DESIGNATION -  F 117
 RD0402  PID         -  RD0402
 RD0402  STATE/COUNTY-  OR/MULTNOMAH
 RD0402  USGS QUAD   -  PORTLAND (1990)
 RD0402
 RD0402                         *CURRENT SURVEY CONTROL
 RD0402  ___________________________________________________________________
 RD0402* NAD 83(1986)-  45 30 29.     (N)    122 42 30.     (W)     SCALED    
 RD0402* NAVD 88     -       138.353  (meters)     453.91   (feet)  ADJUSTED  
 RD0402  ___________________________________________________________________
 RD0402  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 RD0402  DYNAMIC HT  -         138.353 (meters)     453.91  (feet)  COMP
 RD0402  MODELED GRAV-     980,611.7   (mgal)                       NAVD 88
 RD0402
 RD0402  VERT ORDER  -  SECOND    CLASS 0
 RD0402
 RD0402.The horizontal coordinates were scaled from a topographic map and have
 RD0402.an estimated accuracy of +/- 6 seconds.
 RD0402
 RD0402.The orthometric height was determined by differential leveling
 RD0402.and adjusted in June 1991.
 RD0402
 RD0402.The geoid height was determined by GEOID03.
 RD0402
 RD0402.The dynamic height is computed by dividing the NAVD 88
 RD0402.geopotential number by the normal gravity value computed on the
 RD0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0402.degrees latitude (g = 980.6199 gals.).
 RD0402
 RD0402.The modeled gravity was interpolated from observed gravity values.
 RD0402
 RD0402;                    North         East    Units  Estimated Accuracy
 RD0402;SPC OR N     -   206,980.    2,327,460.      MT  (+/- 180 meters Scaled)
 RD0402
 RD0402                          SUPERSEDED SURVEY CONTROL
 RD0402
 RD0402  NGVD 29 (??/??/92)  137.279  (m)          450.39   (f) ADJ UNCH    2 0
 RD0402
 RD0402.Superseded values are not recommended for survey control.
 RD0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0402.See file dsdata.txt to determine how the superseded data were derived.
 RD0402
 RD0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER227394(NAD 83)
 RD0402_MARKER: DB = BENCH MARK DISK
 RD0402_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD0402_SP_SET: WALL
 RD0402_STAMPING: F 117 1941 450.390
 RD0402_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0402
 RD0402  HISTORY     - Date     Condition        Report By
 RD0402  HISTORY     - 1941     MONUMENTED       ORGS
 RD0402  HISTORY     - 1952     GOOD             NGS
 RD0402  HISTORY     - 19940628 MARK NOT FOUND   USPSQD
 RD0402
 RD0402                          STATION DESCRIPTION
 RD0402
 RD0402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 RD0402'1.9 MI W FROM PORTLAND.
 RD0402'ABOUT 1.9 MILES WEST ALONG STATE HIGHWAYS 2 AND 6 FROM THE CITY HALL
 RD0402'AT PORTLAND, MULTNOMAH COUNTY, AT THE INTERSECTION OF SOUTHWEST
 RD0402'JEFFERSON STREET, SOUTHEAST OF THE HIGHWAY, IN THE TOP OF A MASONRY
 RD0402'WALL, ON THE NORTH SIDE OF THE SECOND POST FROM THE SOUTH END.  A
 RD0402'STANDARD USC AND GS AND STATE SURVEY DISK.  DISK STAMPED 450.390.
 RD0402
 RD0402                          STATION RECOVERY (1994)
 RD0402
 RD0402'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD0402'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0132 ***********************************************************************
 NX0132  DESIGNATION -  F 118
 NX0132  PID         -  NX0132
 NX0132  STATE/COUNTY-  OR/LAKE
 NX0132  USGS QUAD   -  MAY LAKE (1968)
 NX0132
 NX0132                         *CURRENT SURVEY CONTROL
 NX0132  ___________________________________________________________________
 NX0132* NAD 83(1986)-  42 05 19.     (N)    119 57 06.     (W)     SCALED    
 NX0132* NAVD 88     -      1380.386  (meters)    4528.82   (feet)  ADJUSTED  
 NX0132  ___________________________________________________________________
 NX0132  GEOID HEIGHT-         -20.72  (meters)                     GEOID03
 NX0132  DYNAMIC HT  -        1379.468 (meters)    4525.80  (feet)  COMP
 NX0132  MODELED GRAV-     979,909.1   (mgal)                       NAVD 88
 NX0132
 NX0132  VERT ORDER  -  SECOND    CLASS 0
 NX0132
 NX0132.The horizontal coordinates were scaled from a topographic map and have
 NX0132.an estimated accuracy of +/- 6 seconds.
 NX0132
 NX0132.The orthometric height was determined by differential leveling
 NX0132.and adjusted in June 1991.
 NX0132
 NX0132.The geoid height was determined by GEOID03.
 NX0132
 NX0132.The dynamic height is computed by dividing the NAVD 88
 NX0132.geopotential number by the normal gravity value computed on the
 NX0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0132.degrees latitude (g = 980.6199 gals.).
 NX0132
 NX0132.The modeled gravity was interpolated from observed gravity values.
 NX0132
 NX0132;                    North         East    Units  Estimated Accuracy
 NX0132;SPC OR S     -    47,020.    1,545,370.      MT  (+/- 180 meters Scaled)
 NX0132
 NX0132                          SUPERSEDED SURVEY CONTROL
 NX0132
 NX0132  NGVD 29 (??/??/92) 1379.207  (m)         4524.95   (f) ADJ UNCH    2 0
 NX0132
 NX0132.Superseded values are not recommended for survey control.
 NX0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NX0132.See file dsdata.txt to determine how the superseded data were derived.
 NX0132
 NX0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKG558638(NAD 83)
 NX0132_MARKER: DB = BENCH MARK DISK
 NX0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NX0132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NX0132_STAMPING: F 118 1934
 NX0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NX0132+STABILITY: SURFACE MOTION
 NX0132
 NX0132  HISTORY     - Date     Condition        Report By
 NX0132  HISTORY     - 1934     MONUMENTED       CGS
 NX0132  HISTORY     - 1968     MARK NOT FOUND   NGS
 NX0132
 NX0132                          STATION DESCRIPTION
 NX0132
 NX0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NX0132'0.7 MI SW FROM WARNER LAKE.
 NX0132'0.7 MILE SOUTHWEST ALONG THE ROAD LEADING TO BURNS, CALIFORNIA, FROM
 NX0132'THE PUBLIC SCHOOL AT WARNER LAKE, LAKE COUNTY, 48 FEET WEST OF THE
 NX0132'CENTERLINE OF THE ROAD, AND IN LINE WITH THE FENCE OF AN OLD DESERTED
 NX0132'RANCH.  A STANDARD DISK, STAMPED F 118 1934 AND SET IN THE TOP OF A
 NX0132'CONCRETE POST.
 NX0132
 NX0132                          STATION RECOVERY (1968)
 NX0132
 NX0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 NX0132'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0097 ***********************************************************************
 NX0097  DESIGNATION -  F 119
 NX0097  PID         -  NX0097
 NX0097  STATE/COUNTY-  OR/HARNEY
 NX0097  USGS QUAD   -  FIELDS BASIN (1971)
 NX0097
 NX0097                         *CURRENT SURVEY CONTROL
 NX0097  ___________________________________________________________________
 NX0097* NAD 83(1986)-  42 21 19.     (N)    118 50 46.     (W)     SCALED    
 NX0097* NAVD 88     -      1478.531  (meters)    4850.81   (feet)  ADJUSTED  
 NX0097  ___________________________________________________________________
 NX0097  GEOID HEIGHT-         -19.52  (meters)                     GEOID03
 NX0097  DYNAMIC HT  -        1477.585 (meters)    4847.71  (feet)  COMP
 NX0097  MODELED GRAV-     979,929.3   (mgal)                       NAVD 88
 NX0097
 NX0097  VERT ORDER  -  SECOND    CLASS 0
 NX0097
 NX0097.The horizontal coordinates were scaled from a topographic map and have
 NX0097.an estimated accuracy of +/- 6 seconds.
 NX0097
 NX0097.The orthometric height was determined by differential leveling
 NX0097.and adjusted in June 1991.
 NX0097
 NX0097.The geoid height was determined by GEOID03.
 NX0097
 NX0097.The dynamic height is computed by dividing the NAVD 88
 NX0097.geopotential number by the normal gravity value computed on the
 NX0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0097.degrees latitude (g = 980.6199 gals.).
 NX0097
 NX0097.The modeled gravity was interpolated from observed gravity values.
 NX0097
 NX0097;                    North         East    Units  Estimated Accuracy
 NX0097;SPC OR S     -    77,840.    1,636,250.      MT  (+/- 180 meters Scaled)
 NX0097
 NX0097                          SUPERSEDED SURVEY CONTROL
 NX0097
 NX0097  NGVD 29 (??/??/92) 1477.357  (m)         4846.96   (f) ADJ UNCH    2 0
 NX0097
 NX0097.Superseded values are not recommended for survey control.
 NX0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NX0097.See file dsdata.txt to determine how the superseded data were derived.
 NX0097
 NX0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG479908(NAD 83)
 NX0097_MARKER: DB = BENCH MARK DISK
 NX0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NX0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NX0097_STAMPING: F 119 1934
 NX0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NX0097+STABILITY: SURFACE MOTION
 NX0097
 NX0097  HISTORY     - Date     Condition        Report By
 NX0097  HISTORY     - 1934     MONUMENTED       CGS
 NX0097  HISTORY     - 1973     GOOD             USGS
 NX0097
 NX0097                          STATION DESCRIPTION
 NX0097
 NX0097'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 NX0097'10.7 MI NW FROM FIELDS.
 NX0097'FIELDS, 10.7 MILES NW OF ALONG THE FIELDS-FRENCHGLEN RD. 38 FEET SOUTH
 NX0097'OF ROAD ON TOP OF A CUT BANK, 7.8 FEET ABOVE ROAD.  SET IN TOP OF A
 NX0097'CONCRETE POST A STANDARD DISK STAMPED F 119 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0004 ***********************************************************************
 NY0004  DESIGNATION -  F 121
 NY0004  PID         -  NY0004
 NY0004  STATE/COUNTY-  OR/LAKE
 NY0004  USGS QUAD   -  COMMODORE RIDGE (1968)
 NY0004
 NY0004                         *CURRENT SURVEY CONTROL
 NY0004  ___________________________________________________________________
 NY0004* NAD 83(1986)-  42 44 49.     (N)    120 02 43.     (W)     SCALED    
 NY0004* NAVD 88     -      1565.272  (meters)    5135.40   (feet)  ADJUSTED  
 NY0004  ___________________________________________________________________
 NY0004  GEOID HEIGHT-         -20.27  (meters)                     GEOID03
 NY0004  DYNAMIC HT  -        1564.325 (meters)    5132.29  (feet)  COMP
 NY0004  MODELED GRAV-     979,959.7   (mgal)                       NAVD 88
 NY0004
 NY0004  VERT ORDER  -  SECOND    CLASS 0
 NY0004
 NY0004.The horizontal coordinates were scaled from a topographic map and have
 NY0004.an estimated accuracy of +/- 6 seconds.
 NY0004
 NY0004.The orthometric height was determined by differential leveling
 NY0004.and adjusted in June 1991.
 NY0004
 NY0004.The geoid height was determined by GEOID03.
 NY0004
 NY0004.The dynamic height is computed by dividing the NAVD 88
 NY0004.geopotential number by the normal gravity value computed on the
 NY0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0004.degrees latitude (g = 980.6199 gals.).
 NY0004
 NY0004.The modeled gravity was interpolated from observed gravity values.
 NY0004
 NY0004;                    North         East    Units  Estimated Accuracy
 NY0004;SPC OR S     -   120,100.    1,537,230.      MT  (+/- 180 meters Scaled)
 NY0004
 NY0004                          SUPERSEDED SURVEY CONTROL
 NY0004
 NY0004  NGVD 29 (??/??/92) 1564.075  (m)         5131.47   (f) ADJ UNCH    2 0
 NY0004
 NY0004.Superseded values are not recommended for survey control.
 NY0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0004.See file dsdata.txt to determine how the superseded data were derived.
 NY0004
 NY0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGN418369(NAD 83)
 NY0004_MARKER: DB = BENCH MARK DISK
 NY0004_SETTING: 80 = SET IN A BOULDER
 NY0004_SP_SET: BOULDER
 NY0004_STAMPING: F 121 1934
 NY0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0004+STABILITY: SURFACE MOTION
 NY0004
 NY0004  HISTORY     - Date     Condition        Report By
 NY0004  HISTORY     - 1934     MONUMENTED       CGS
 NY0004
 NY0004                          STATION DESCRIPTION
 NY0004
 NY0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NY0004'4.2 MI SE FROM JCT HWY 11 AND PLUSH RD.
 NY0004'IN LAKE COUNTY, ABOUT 4.2 MILES SOUTHEAST ALONG A ROAD LEADING TO
 NY0004'PLUSH FROM THE JUNCTION OF STATE HIGHWAY 11 (1934), NEAR THE SOUTHEAST
 NY0004'END OF A SMALL DRY LAKE BED, 50 FEET SOUTHWEST OF THE LAKE BED, 35
 NY0004'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, AND IN A BOULDER. A
 NY0004'STANDARD DISK, STAMPED F 121 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0501 ***********************************************************************
 RB0501  DESIGNATION -  F 122
 RB0501  PID         -  RB0501
 RB0501  STATE/COUNTY-  OR/UMATILLA
 RB0501  USGS QUAD   -  PENDLETON (1976)
 RB0501
 RB0501                         *CURRENT SURVEY CONTROL
 RB0501  ___________________________________________________________________
 RB0501* NAD 83(1986)-  45 40 15.     (N)    118 48 34.     (W)     SCALED    
 RB0501* NAVD 88     -       320.562  (meters)    1051.71   (feet)  ADJUSTED  
 RB0501  ___________________________________________________________________
 RB0501  GEOID HEIGHT-         -20.85  (meters)                     GEOID03
 RB0501  DYNAMIC HT  -         320.533 (meters)    1051.62  (feet)  COMP
 RB0501  MODELED GRAV-     980,516.7   (mgal)                       NAVD 88
 RB0501
 RB0501  VERT ORDER  -  FIRST     CLASS II
 RB0501
 RB0501.The horizontal coordinates were scaled from a topographic map and have
 RB0501.an estimated accuracy of +/- 6 seconds.
 RB0501
 RB0501.The orthometric height was determined by differential leveling
 RB0501.and adjusted in June 1991.
 RB0501
 RB0501.The geoid height was determined by GEOID03.
 RB0501
 RB0501.The dynamic height is computed by dividing the NAVD 88
 RB0501.geopotential number by the normal gravity value computed on the
 RB0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0501.degrees latitude (g = 980.6199 gals.).
 RB0501
 RB0501.The modeled gravity was interpolated from observed gravity values.
 RB0501
 RB0501;                    North         East    Units  Estimated Accuracy
 RB0501;SPC OR N     -   224,090.    2,631,710.      MT  (+/- 180 meters Scaled)
 RB0501
 RB0501                          SUPERSEDED SURVEY CONTROL
 RB0501
 RB0501  NGVD 29 (??/??/92)  319.55   (m)         1048.4    (f) COMPUTED    1 2
 RB0501
 RB0501.Superseded values are not recommended for survey control.
 RB0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0501.See file dsdata.txt to determine how the superseded data were derived.
 RB0501
 RB0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL590590(NAD 83)
 RB0501_MARKER: DB = BENCH MARK DISK
 RB0501_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RB0501_SP_SET: SIDEWALK
 RB0501_STAMPING: F 122 1941
 RB0501_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RB0501_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RB0501+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2006
 RB0501
 RB0501  HISTORY     - Date     Condition        Report By
 RB0501  HISTORY     - 1941     MONUMENTED       CGS
 RB0501  HISTORY     - 1943     GOOD             NGS
 RB0501  HISTORY     - 20060812 GOOD             GEOCAC
 RB0501
 RB0501                          STATION DESCRIPTION
 RB0501
 RB0501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 RB0501'1.3 MI W FROM PENDLETON.
 RB0501'ALONG U.S. HIGHWAY 30, 1.3 MILES WEST OF THE UNION PACIFIC STATION,
 RB0501'SET IN THE EAST END OF THE NORTH SIDEWALK OF THE HIGHWAY BRIDGE OVER
 RB0501'UMATILLA RIVER, 7.7 FEET NORTH OF THE NORTH CURB, 3.2 FEET WEST OF THE
 RB0501'EAST END OF THE BRIDGE.
 RB0501
 RB0501                          STATION RECOVERY (2006)
 RB0501
 RB0501'RECOVERY NOTE BY GEOCACHING 2006 (GOP)
 RB0501'A NEW BRIDGE IS NOW IN USE FOR VEHICLE TRAFFIC BUT OLD BRIDGE WITH THE
 RB0501'STATION HAS REMAINED FOR FOOT TRAFFIC.  OLD BRIDGE IS NORTH OF NEW
 RB0501'BRIDGE.
 RB0501' 
 RB0501'HANDHELD GPS N45 40.274 W118 48.571
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0492 ***********************************************************************
 QD0492  DESIGNATION -  F 126
 QD0492  PID         -  QD0492
 QD0492  STATE/COUNTY-  OR/WASCO
 QD0492  USGS QUAD   -  SHANIKO JUNCTION (1987)
 QD0492
 QD0492                         *CURRENT SURVEY CONTROL
 QD0492  ___________________________________________________________________
 QD0492* NAD 83(1986)-  44 57 37.     (N)    120 53 16.     (W)     SCALED    
 QD0492* NAVD 88     -       983.282  (meters)    3225.98   (feet)  ADJUSTED  
 QD0492  ___________________________________________________________________
 QD0492  GEOID HEIGHT-         -20.85  (meters)                     GEOID03
 QD0492  DYNAMIC HT  -         983.031 (meters)    3225.16  (feet)  COMP
 QD0492  MODELED GRAV-     980,328.2   (mgal)                       NAVD 88
 QD0492
 QD0492  VERT ORDER  -  SECOND    CLASS 0
 QD0492
 QD0492.The horizontal coordinates were scaled from a topographic map and have
 QD0492.an estimated accuracy of +/- 6 seconds.
 QD0492
 QD0492.The orthometric height was determined by differential leveling
 QD0492.and adjusted in June 1991.
 QD0492
 QD0492.The geoid height was determined by GEOID03.
 QD0492
 QD0492.The dynamic height is computed by dividing the NAVD 88
 QD0492.geopotential number by the normal gravity value computed on the
 QD0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0492.degrees latitude (g = 980.6199 gals.).
 QD0492
 QD0492.The modeled gravity was interpolated from observed gravity values.
 QD0492
 QD0492;                    North         East    Units  Estimated Accuracy
 QD0492;SPC OR N     -   143,820.    2,469,410.      MT  (+/- 180 meters Scaled)
 QD0492
 QD0492                          SUPERSEDED SURVEY CONTROL
 QD0492
 QD0492  NGVD 29 (??/??/92)  982.149  (m)         3222.27   (f) ADJ UNCH    2 0
 QD0492
 QD0492.Superseded values are not recommended for survey control.
 QD0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0492.See file dsdata.txt to determine how the superseded data were derived.
 QD0492
 QD0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ665807(NAD 83)
 QD0492_MARKER: DD = SURVEY DISK
 QD0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD0492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QD0492_STAMPING: F 126 1942
 QD0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0492+STABILITY: SURFACE MOTION
 QD0492
 QD0492  HISTORY     - Date     Condition        Report By
 QD0492  HISTORY     - 1942     MONUMENTED       ORDT
 QD0492  HISTORY     - 1962     GOOD             NGS
 QD0492  HISTORY     - 1978     GOOD             NGS
 QD0492
 QD0492                          STATION DESCRIPTION
 QD0492
 QD0492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 QD0492'8.2 MI SW FROM SHANIKO.
 QD0492'REACHED FROM THE POST OFFICE AT SHANIKO GO SOUTHWEST ON U.S. HIGHWAY
 QD0492'197 FOR 8.2 MILES TO THE SUMMIT OF A SMALL RIDGE, 54 FEET SOUTH OF THE
 QD0492'CENTER LINE OF THE HIGHWAY AND ABOUT 2 FEET HIGHER, 0.5 FOOT NORTH OF
 QD0492'THE FENCE LINE, AND 1 FOOT WEST OF A METAL WITNESS POST. TOP OF MARK
 QD0492'IS PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 QD0492
 QD0492                          STATION RECOVERY (1978)
 QD0492
 QD0492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QD0492'REACHED FROM THE SHANIKO POST OFFICE BY GOING SOUTHWEST ON U.S.
 QD0492'HIGHWAY 97 FOR 8.4 MILES TO THE BENCH MARK ON THE LEFT, 4.0 MILES
 QD0492'NORTHEAST OF THE JUNCTION OF U.S. HIGHWAYS 97, AND 197, 0.4 MILE
 QD0492'NORTHEAST OF MILEPOST NO. 65, 0.2 MILE NORTHEAST OF THE DRIVEWAY TO
 QD0492'HOLLY FARMS, 53 FEET SOUTHEAST OF THE CENTER OF THE HIGHWAY, AND 0.5
 QD0492'FOOT NORTHWEST OF THE RIGHT-OF-WAY FENCE LINE SET IN A ROUND CONCRETE
 QD0492'POST THAT IS 5-INCHES IN DIAMETER, AND PROJECTS 1-INCH.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH0885 ***********************************************************************
 OH0885  DESIGNATION -  F 128
 OH0885  PID         -  OH0885
 OH0885  STATE/COUNTY-  OR/MALHEUR
 OH0885  USGS QUAD   -  HOOKER CREEK (1969)
 OH0885
 OH0885                         *CURRENT SURVEY CONTROL
 OH0885  ___________________________________________________________________
 OH0885* NAD 83(1986)-  43 01 46.     (N)    117 04 00.     (W)     SCALED    
 OH0885* NAVD 88     -      1380.384  (meters)    4528.81   (feet)  ADJUSTED  
 OH0885  ___________________________________________________________________
 OH0885  GEOID HEIGHT-         -16.95  (meters)                     GEOID03
 OH0885  DYNAMIC HT  -        1379.654 (meters)    4526.41  (feet)  COMP
 OH0885  MODELED GRAV-     980,042.6   (mgal)                       NAVD 88
 OH0885
 OH0885  VERT ORDER  -  SECOND    CLASS 0
 OH0885
 OH0885.The horizontal coordinates were scaled from a topographic map and have
 OH0885.an estimated accuracy of +/- 6 seconds.
 OH0885
 OH0885.The orthometric height was determined by differential leveling
 OH0885.and adjusted in June 1991.
 OH0885
 OH0885.The geoid height was determined by GEOID03.
 OH0885
 OH0885.The dynamic height is computed by dividing the NAVD 88
 OH0885.geopotential number by the normal gravity value computed on the
 OH0885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0885.degrees latitude (g = 980.6199 gals.).
 OH0885
 OH0885.The modeled gravity was interpolated from observed gravity values.
 OH0885
 OH0885;                    North         East    Units  Estimated Accuracy
 OH0885;SPC OR S     -   157,120.    1,779,720.      MT  (+/- 180 meters Scaled)
 OH0885
 OH0885                          SUPERSEDED SURVEY CONTROL
 OH0885
 OH0885  NGVD 29 (??/??/92) 1379.329  (m)         4525.35   (f) ADJ UNCH    2 0
 OH0885
 OH0885.Superseded values are not recommended for survey control.
 OH0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0885.See file dsdata.txt to determine how the superseded data were derived.
 OH0885
 OH0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH945640(NAD 83)
 OH0885_MARKER: DB = BENCH MARK DISK
 OH0885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0885_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0885_STAMPING: F 128 1934
 OH0885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0885+STABILITY: SURFACE MOTION
 OH0885
 OH0885  HISTORY     - Date     Condition        Report By
 OH0885  HISTORY     - 1934     MONUMENTED       CGS
 OH0885  HISTORY     - 1969     MARK NOT FOUND   NGS
 OH0885
 OH0885                          STATION DESCRIPTION
 OH0885
 OH0885'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OH0885'3.5 MI N FROM JORDAN VALLEY.
 OH0885'3.5 MILES NORTH ALONG THE OLD IDAHO-OREGON-NEVADA HIGHWAY FROM THE
 OH0885'JORDAN VALLEY HOTEL AT JORDAN VALLEY, MALHEUR COUNTY, 4.1 MILES SOUTH
 OH0885'OF THE POST OFFICE AT SHEAVILLE, ABOUT 1 MILE SOUTH OF HOOKER CREEK,
 OH0885'ON A SMALL KNOLL BOUNDED ON THE SOUTH BY A HIGHER KNOLL, AND 50 FEET
 OH0885'WEST OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED F 128
 OH0885'1934 AND SET IN THE TOP OF A CONCRETE POST.
 OH0885
 OH0885                          STATION RECOVERY (1969)
 OH0885
 OH0885'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 OH0885'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0003 ***********************************************************************
 NX0003  DESIGNATION -  F 129
 NX0003  PID         -  NX0003
 NX0003  STATE/COUNTY-  OR/MALHEUR
 NX0003  USGS QUAD   -  COYOTE MEADOWS (1981)
 NX0003
 NX0003                         *CURRENT SURVEY CONTROL
 NX0003  ___________________________________________________________________
 NX0003* NAD 83(1986)-  42 26 28.     (N)    118 07 53.     (W)     SCALED    
 NX0003* NAVD 88     -      1282.436  (meters)    4207.46   (feet)  ADJUSTED  
 NX0003  ___________________________________________________________________
 NX0003  GEOID HEIGHT-         -18.85  (meters)                     GEOID03
 NX0003  DYNAMIC HT  -        1281.680 (meters)    4204.98  (feet)  COMP
 NX0003  MODELED GRAV-     979,987.6   (mgal)                       NAVD 88
 NX0003
 NX0003  VERT ORDER  -  SECOND    CLASS 0
 NX0003
 NX0003.The horizontal coordinates were scaled from a topographic map and have
 NX0003.an estimated accuracy of +/- 6 seconds.
 NX0003
 NX0003.The orthometric height was determined by differential leveling
 NX0003.and adjusted in June 1991.
 NX0003
 NX0003.The geoid height was determined by GEOID03.
 NX0003
 NX0003.The dynamic height is computed by dividing the NAVD 88
 NX0003.geopotential number by the normal gravity value computed on the
 NX0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0003.degrees latitude (g = 980.6199 gals.).
 NX0003
 NX0003.The modeled gravity was interpolated from observed gravity values.
 NX0003
 NX0003;                    North         East    Units  Estimated Accuracy
 NX0003;SPC OR S     -    88,780.    1,694,850.      MT  (+/- 180 meters Scaled)
 NX0003
 NX0003                          SUPERSEDED SURVEY CONTROL
 NX0003
 NX0003  NGVD 29 (??/??/92) 1281.338  (m)         4203.86   (f) ADJ UNCH    2 0
 NX0003
 NX0003.Superseded values are not recommended for survey control.
 NX0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NX0003.See file dsdata.txt to determine how the superseded data were derived.
 NX0003
 NX0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG069993(NAD 83)
 NX0003_MARKER: DB = BENCH MARK DISK
 NX0003_SETTING: 66 = SET IN ROCK OUTCROP
 NX0003_SP_SET: ROCK OUTCROP
 NX0003_STAMPING: F 129 1934
 NX0003_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NX0003+STABILITY: POSITION/ELEVATION WELL
 NX0003
 NX0003  HISTORY     - Date     Condition        Report By
 NX0003  HISTORY     - 1934     MONUMENTED       CGS
 NX0003  HISTORY     - 1976     GOOD             USGS
 NX0003
 NX0003                          STATION DESCRIPTION
 NX0003
 NX0003'DESCRIBED BY US GEOLOGICAL SURVEY 1976
 NX0003'9.1 MI NE FROM WHITE HORSE RANCH.
 NX0003'WHITE HORSE RANCH, EAST 0.2 MILES, THENCE NORTH 0.2 MILES, THENCE
 NX0003'NORTHEAST ON A TRACK ROAD FOR 7.5 MILES, THENCE NORTH 1.2 MILES, ABOUT
 NX0003'500 FEET WEST OF THE ROAD, IN A ROCK OUTCROP.  DISK STAMPED F 129
 NX0003'1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0362 ***********************************************************************
 QE0362  DESIGNATION -  F 13
 QE0362  PID         -  QE0362
 QE0362  STATE/COUNTY-  OR/MARION
 QE0362  USGS QUAD   -  SALEM EAST (1986)
 QE0362
 QE0362                         *CURRENT SURVEY CONTROL
 QE0362  ___________________________________________________________________
 QE0362* NAD 83(1986)-  44 53 29.     (N)    122 59 25.     (W)     SCALED    
 QE0362* NAVD 88     -        69.096  (meters)     226.69   (feet)  ADJUSTED  
 QE0362  ___________________________________________________________________
 QE0362  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 QE0362  DYNAMIC HT  -          69.092 (meters)     226.68  (feet)  COMP
 QE0362  MODELED GRAV-     980,564.2   (mgal)                       NAVD 88
 QE0362
 QE0362  VERT ORDER  -  FIRST     CLASS II
 QE0362
 QE0362.The horizontal coordinates were scaled from a topographic map and have
 QE0362.an estimated accuracy of +/- 6 seconds.
 QE0362
 QE0362.The orthometric height was determined by differential leveling
 QE0362.and adjusted in June 1991.
 QE0362
 QE0362.The geoid height was determined by GEOID03.
 QE0362
 QE0362.The dynamic height is computed by dividing the NAVD 88
 QE0362.geopotential number by the normal gravity value computed on the
 QE0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0362.degrees latitude (g = 980.6199 gals.).
 QE0362
 QE0362.The modeled gravity was interpolated from observed gravity values.
 QE0362
 QE0362;                    North         East    Units  Estimated Accuracy
 QE0362;SPC OR N     -   139,120.    2,303,330.      MT  (+/- 180 meters Scaled)
 QE0362
 QE0362                          SUPERSEDED SURVEY CONTROL
 QE0362
 QE0362  NGVD 29 (??/??/92)   68.070  (m)          223.33   (f) ADJ UNCH    1 2
 QE0362
 QE0362.Superseded values are not recommended for survey control.
 QE0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0362.See file dsdata.txt to determine how the superseded data were derived.
 QE0362
 QE0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ007708(NAD 83)
 QE0362_MARKER: DB = BENCH MARK DISK
 QE0362_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QE0362_SP_SET: TRESTLE
 QE0362_STAMPING: F 13 1920 ELEV 222.808 FT
 QE0362_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0362
 QE0362  HISTORY     - Date     Condition        Report By
 QE0362  HISTORY     - 1920     MONUMENTED       CGS
 QE0362  HISTORY     - 1934     GOOD             NGS
 QE0362  HISTORY     - 1968     MARK NOT FOUND   NGS
 QE0362  HISTORY     - 1981     MARK NOT FOUND   NGS
 QE0362
 QE0362                          STATION DESCRIPTION
 QE0362
 QE0362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QE0362'1.33 MI N FROM STATE SCHOOL.
 QE0362'ABOUT 0.7 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 QE0362'PRISON ANNEX - GIRLS INDUSTRIAL SCHOOL ROAD CROSSING, MARION COUNTY,
 QE0362'AT THE WESTERN END OF THE FIRST CURVE, IN THE NORTHWESTERN WING WALL
 QE0362'OF A TRESTLE.  A STANDARD DISK STAMPED F 13 1920 ELEV 222.808 FT.
 QE0362
 QE0362                          STATION RECOVERY (1968)
 QE0362
 QE0362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 QE0362'MARK NOT FOUND.
 QE0362
 QE0362                          STATION RECOVERY (1981)
 QE0362
 QE0362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 QE0362'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0234 ***********************************************************************
 NW0234  DESIGNATION -  F 130
 NW0234  PID         -  NW0234
 NW0234  STATE/COUNTY-  OR/MALHEUR
 NW0234  USGS QUAD   -  ROME (1972)
 NW0234
 NW0234                         *CURRENT SURVEY CONTROL
 NW0234  ___________________________________________________________________
 NW0234* NAD 83(1986)-  42 49 30.     (N)    117 40 00.     (W)     SCALED    
 NW0234* NAVD 88     -      1112.266  (meters)    3649.16   (feet)  ADJUSTED  
 NW0234  ___________________________________________________________________
 NW0234  GEOID HEIGHT-         -18.14  (meters)                     GEOID03
 NW0234  DYNAMIC HT  -        1111.703 (meters)    3647.31  (feet)  COMP
 NW0234  MODELED GRAV-     980,076.9   (mgal)                       NAVD 88
 NW0234
 NW0234  VERT ORDER  -  SECOND    CLASS 0
 NW0234
 NW0234.The horizontal coordinates were scaled from a topographic map and have
 NW0234.an estimated accuracy of +/- 6 seconds.
 NW0234
 NW0234.The orthometric height was determined by differential leveling
 NW0234.and adjusted in June 1991.
 NW0234
 NW0234.The geoid height was determined by GEOID03.
 NW0234
 NW0234.The dynamic height is computed by dividing the NAVD 88
 NW0234.geopotential number by the normal gravity value computed on the
 NW0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0234.degrees latitude (g = 980.6199 gals.).
 NW0234
 NW0234.The modeled gravity was interpolated from observed gravity values.
 NW0234
 NW0234;                    North         East    Units  Estimated Accuracy
 NW0234;SPC OR S     -   132,590.    1,731,620.      MT  (+/- 180 meters Scaled)
 NW0234
 NW0234                          SUPERSEDED SURVEY CONTROL
 NW0234
 NW0234  NGVD 29 (??/??/92) 1111.232  (m)         3645.77   (f) ADJ UNCH    2 0
 NW0234
 NW0234.Superseded values are not recommended for survey control.
 NW0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0234.See file dsdata.txt to determine how the superseded data were derived.
 NW0234
 NW0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH455415(NAD 83)
 NW0234_MARKER: DB = BENCH MARK DISK
 NW0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NW0234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NW0234_STAMPING: F 130 1934
 NW0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NW0234+STABILITY: SURFACE MOTION
 NW0234
 NW0234  HISTORY     - Date     Condition        Report By
 NW0234  HISTORY     - 1934     MONUMENTED       CGS
 NW0234  HISTORY     - 19721031 GOOD             USGS
 NW0234
 NW0234                          STATION DESCRIPTION
 NW0234
 NW0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NW0234'2.0 MI S FROM ROME.
 NW0234'2.0 MILES SOUTH ALONG THE 1934 SURVEY FOR THE IDAHO-OREGON-NEVADA
 NW0234'HIGHWAY FROM ROME MALHEUR COUNTY, 50 FEET SOUTH OF STANDARD DISK,
 NW0234'STAMPED F 130 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NW0234
 NW0234                          STATION RECOVERY (1972)
 NW0234
 NW0234'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (KWG)
 NW0234'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH0876 ***********************************************************************
 OH0876  DESIGNATION -  F 131
 OH0876  PID         -  OH0876
 OH0876  STATE/COUNTY-  OR/MALHEUR
 OH0876  USGS QUAD   -  ROCKVILLE (1967)
 OH0876
 OH0876                         *CURRENT SURVEY CONTROL
 OH0876  ___________________________________________________________________
 OH0876* NAD 83(1986)-  43 16 25.     (N)    117 05 48.     (W)     SCALED    
 OH0876* NAVD 88     -      1243.306  (meters)    4079.08   (feet)  ADJUSTED  
 OH0876  ___________________________________________________________________
 OH0876  GEOID HEIGHT-         -17.01  (meters)                     GEOID03
 OH0876  DYNAMIC HT  -        1242.709 (meters)    4077.12  (feet)  COMP
 OH0876  MODELED GRAV-     980,095.9   (mgal)                       NAVD 88
 OH0876
 OH0876  VERT ORDER  -  SECOND    CLASS 0
 OH0876
 OH0876.The horizontal coordinates were scaled from a topographic map and have
 OH0876.an estimated accuracy of +/- 6 seconds.
 OH0876
 OH0876.The orthometric height was determined by differential leveling
 OH0876.and adjusted in June 1991.
 OH0876
 OH0876.The geoid height was determined by GEOID03.
 OH0876
 OH0876.The dynamic height is computed by dividing the NAVD 88
 OH0876.geopotential number by the normal gravity value computed on the
 OH0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0876.degrees latitude (g = 980.6199 gals.).
 OH0876
 OH0876.The modeled gravity was interpolated from observed gravity values.
 OH0876
 OH0876;                    North         East    Units  Estimated Accuracy
 OH0876;SPC OR S     -   184,120.    1,776,170.      MT  (+/- 180 meters Scaled)
 OH0876
 OH0876                          SUPERSEDED SURVEY CONTROL
 OH0876
 OH0876  NGVD 29 (??/??/92) 1242.281  (m)         4075.72   (f) ADJ UNCH    2 0
 OH0876
 OH0876.Superseded values are not recommended for survey control.
 OH0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0876.See file dsdata.txt to determine how the superseded data were derived.
 OH0876
 OH0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH921912(NAD 83)
 OH0876_MARKER: DB = BENCH MARK DISK
 OH0876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0876_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0876_STAMPING: F 131 1934
 OH0876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0876+STABILITY: SURFACE MOTION
 OH0876
 OH0876  HISTORY     - Date     Condition        Report By
 OH0876  HISTORY     - 1934     MONUMENTED       CGS
 OH0876  HISTORY     - 1966     GOOD             NGS
 OH0876
 OH0876                          STATION DESCRIPTION
 OH0876
 OH0876'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 OH0876'38.4 MI S FROM ADRIAN.
 OH0876'8.0 MILES SOUTH ALONG STATE HIGHWAY 201 FROM THE POST OFFICE AT
 OH0876'ADRIAN, THENCE 30.4 MILES SOUTH ALONG SUCCOR CREEK ROAD, 0.1 MILE
 OH0876'NORTH OF THE INTERSECTION OF A DIRT ROAD, AT THE WEST EDGE OF A
 OH0876'CULTIVATED FIELD, 30 FEET EAST OF THE CENTER LINE OF THE ROAD, ABOUT
 OH0876'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OH0876'0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH0989 ***********************************************************************
 OH0989  DESIGNATION -  F 132
 OH0989  PID         -  OH0989
 OH0989  STATE/COUNTY-  OR/MALHEUR
 OH0989  USGS QUAD   -  HARPER (1990)
 OH0989
 OH0989                         *CURRENT SURVEY CONTROL
 OH0989  ___________________________________________________________________
 OH0989* NAD 83(1986)-  43 49 56.     (N)    117 36 38.     (W)     SCALED    
 OH0989* NAVD 88     -       794.279  (meters)    2605.90   (feet)  POSTED    
 OH0989  ___________________________________________________________________
 OH0989  GEOID HEIGHT-         -18.03  (meters)                     GEOID03
 OH0989  DYNAMIC HT  -         794.000 (meters)    2604.98  (feet)  COMP
 OH0989  MODELED GRAV-     980,238.9   (mgal)                       NAVD 88
 OH0989
 OH0989  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OH0989
 OH0989.The horizontal coordinates were scaled from a topographic map and have
 OH0989.an estimated accuracy of +/- 6 seconds.
 OH0989
 OH0989.The orthometric height was determined by differential leveling
 OH0989.and adjusted by the  in 1992.
 OH0989.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OH0989.rate of 0.0 thru 1.0 mm/km.
 OH0989
 OH0989.The geoid height was determined by GEOID03.
 OH0989
 OH0989.The dynamic height is computed by dividing the NAVD 88
 OH0989.geopotential number by the normal gravity value computed on the
 OH0989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0989.degrees latitude (g = 980.6199 gals.).
 OH0989
 OH0989.The modeled gravity was interpolated from observed gravity values.
 OH0989
 OH0989;                    North         East    Units  Estimated Accuracy
 OH0989;SPC OR S     -   244,570.    1,732,350.      MT  (+/- 180 meters Scaled)
 OH0989
 OH0989                          SUPERSEDED SURVEY CONTROL
 OH0989
 OH0989  NGVD 29 (??/??/92)  793.242  (m)         2602.49   (f) ADJ UNCH    2 0
 OH0989
 OH0989.Superseded values are not recommended for survey control.
 OH0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0989.See file dsdata.txt to determine how the superseded data were derived.
 OH0989
 OH0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ509534(NAD 83)
 OH0989_MARKER: DB = BENCH MARK DISK
 OH0989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0989_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0989_STAMPING: F 132 1934
 OH0989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0989+STABILITY: SURFACE MOTION
 OH0989
 OH0989  HISTORY     - Date     Condition        Report By
 OH0989  HISTORY     - 1934     MONUMENTED       CGS
 OH0989  HISTORY     - 1966     GOOD             NGS
 OH0989
 OH0989                          STATION DESCRIPTION
 OH0989
 OH0989'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 OH0989'1.85 MI S FROM HARPER.
 OH0989'1.85 MILES SOUTH ALONG CROWLEY ROAD FROM THE JUNCTION OF U.S. HIGHWAY
 OH0989'20 AT CROWLEY, 195 FEET NORTHWEST OF THE CENTER OF THE JUNCTION OF A
 OH0989'TRACK ROAD NORTHEAST, 156 FEET WEST OF THE CENTER LINE OF THE ROAD, 28
 OH0989'1/2 FEET WEST OF THE CENTER LINE OF AN ABANDONED ROAD, 128.6 FEET WEST
 OH0989'OF A FENCE, ABOUT 5 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A
 OH0989'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0251 ***********************************************************************
 NW0251  DESIGNATION -  F 133
 NW0251  PID         -  NW0251
 NW0251  STATE/COUNTY-  OR/MALHEUR
 NW0251  USGS QUAD   -  IRON MOUNTAIN (1972)
 NW0251
 NW0251                         *CURRENT SURVEY CONTROL
 NW0251  ___________________________________________________________________
 NW0251* NAD 83(1986)-  42 54 39.     (N)    117 48 41.     (W)     SCALED    
 NW0251* NAVD 88     -      1208.071  (meters)    3963.48   (feet)  ADJUSTED  
 NW0251  ___________________________________________________________________
 NW0251  GEOID HEIGHT-         -18.25  (meters)                     GEOID03
 NW0251  DYNAMIC HT  -        1207.449 (meters)    3961.44  (feet)  COMP
 NW0251  MODELED GRAV-     980,063.8   (mgal)                       NAVD 88
 NW0251
 NW0251  VERT ORDER  -  SECOND    CLASS 0
 NW0251
 NW0251.The horizontal coordinates were scaled from a topographic map and have
 NW0251.an estimated accuracy of +/- 6 seconds.
 NW0251
 NW0251.The orthometric height was determined by differential leveling
 NW0251.and adjusted in June 1991.
 NW0251
 NW0251.The geoid height was determined by GEOID03.
 NW0251
 NW0251.The dynamic height is computed by dividing the NAVD 88
 NW0251.geopotential number by the normal gravity value computed on the
 NW0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0251.degrees latitude (g = 980.6199 gals.).
 NW0251
 NW0251.The modeled gravity was interpolated from observed gravity values.
 NW0251
 NW0251;                    North         East    Units  Estimated Accuracy
 NW0251;SPC OR S     -   141,730.    1,719,490.      MT  (+/- 180 meters Scaled)
 NW0251
 NW0251                          SUPERSEDED SURVEY CONTROL
 NW0251
 NW0251  NGVD 29 (??/??/92) 1207.002  (m)         3959.97   (f) ADJ UNCH    2 0
 NW0251
 NW0251.Superseded values are not recommended for survey control.
 NW0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0251.See file dsdata.txt to determine how the superseded data were derived.
 NW0251
 NW0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH337512(NAD 83)
 NW0251_MARKER: DB = BENCH MARK DISK
 NW0251_SETTING: 66 = SET IN ROCK OUTCROP
 NW0251_SP_SET: ROCK OUTCROP
 NW0251_STAMPING: F 133 1934
 NW0251_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0251+STABILITY: POSITION/ELEVATION WELL
 NW0251
 NW0251  HISTORY     - Date     Condition        Report By
 NW0251  HISTORY     - 1934     MONUMENTED       CGS
 NW0251  HISTORY     - 1972     GOOD             USPSQD
 NW0251  HISTORY     - 1972     GOOD             USGS
 NW0251
 NW0251                          STATION DESCRIPTION
 NW0251
 NW0251'DESCRIBED BY US POWER SQUADRON 1972 (PSM)
 NW0251'RECOVERED IN GOOD CONDITION.
 NW0251
 NW0251                          STATION RECOVERY (1972)
 NW0251
 NW0251'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 NW0251'20.6 MI NW FROM BURNS JUNCTION.
 NW0251'BURNS JUNCTION, 8.3 MILES NORTH WEST FROM ALONG OREGON STATE HIWAY 78,
 NW0251'TO THE Y JUNCTION OF A DIRT ROAD NORTH, THENCE 5.4 MILES NORTH ON THE
 NW0251'DIRT ROAD TO A T ROAD INTERSECTION, THENCE 6.9 MILES SOUTH EAST ALONG
 NW0251'THE OLD ROAD FROM ROME ORE., TO FOLLYFARM ORE., ABOUT 100 FT. SOUTH OF
 NW0251'THE ROAD, AND IN A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0113 ***********************************************************************
 PA0113  DESIGNATION -  F 134
 PA0113  PID         -  PA0113
 PA0113  STATE/COUNTY-  OR/MALHEUR
 PA0113  USGS QUAD   -  DOWELL BUTTE (1977)
 PA0113
 PA0113                         *CURRENT SURVEY CONTROL
 PA0113  ___________________________________________________________________
 PA0113* NAD 83(1986)-  43 09 14.     (N)    118 04 06.     (W)     SCALED    
 PA0113* NAVD 88     -      1244.009  (meters)    4081.39   (feet)  ADJUSTED  
 PA0113  ___________________________________________________________________
 PA0113  GEOID HEIGHT-         -18.25  (meters)                     GEOID03
 PA0113  DYNAMIC HT  -        1243.376 (meters)    4079.31  (feet)  COMP
 PA0113  MODELED GRAV-     980,067.7   (mgal)                       NAVD 88
 PA0113
 PA0113  VERT ORDER  -  SECOND    CLASS 0
 PA0113
 PA0113.The horizontal coordinates were scaled from a topographic map and have
 PA0113.an estimated accuracy of +/- 6 seconds.
 PA0113
 PA0113.The orthometric height was determined by differential leveling
 PA0113.and adjusted in June 1991.
 PA0113
 PA0113.The geoid height was determined by GEOID03.
 PA0113
 PA0113.The dynamic height is computed by dividing the NAVD 88
 PA0113.geopotential number by the normal gravity value computed on the
 PA0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0113.degrees latitude (g = 980.6199 gals.).
 PA0113
 PA0113.The modeled gravity was interpolated from observed gravity values.
 PA0113
 PA0113;                    North         East    Units  Estimated Accuracy
 PA0113;SPC OR S     -   168,080.    1,697,740.      MT  (+/- 180 meters Scaled)
 PA0113
 PA0113                          SUPERSEDED SURVEY CONTROL
 PA0113
 PA0113  NGVD 29 (??/??/92) 1242.893  (m)         4077.72   (f) ADJ UNCH    2 0
 PA0113
 PA0113.Superseded values are not recommended for survey control.
 PA0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0113.See file dsdata.txt to determine how the superseded data were derived.
 PA0113
 PA0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH131784(NAD 83)
 PA0113_MARKER: DB = BENCH MARK DISK
 PA0113_SETTING: 80 = SET IN A BOULDER
 PA0113_SP_SET: BOULDER
 PA0113_STAMPING: F 134 1934
 PA0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0113+STABILITY: SURFACE MOTION
 PA0113
 PA0113  HISTORY     - Date     Condition        Report By
 PA0113  HISTORY     - 1934     MONUMENTED       CGS
 PA0113  HISTORY     - 1974     GOOD             USGS
 PA0113
 PA0113                          STATION DESCRIPTION
 PA0113
 PA0113'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 PA0113'11.3 MI NE FROM CROWLEY.
 PA0113'11.3 MILES NORTHEAST ALONG THE ROAD TO CROWLEY FROM ITS JUNCTION WITH
 PA0113'OREGON HIGHWAY 78 NEAR FOLLY FARM (SITE), 120 FEET SSE OF A
 PA0113'CATTLEGUARD, 58 FEET EAST OF THE ROAD AND SET IN A BOULDER IN A SMALL
 PA0113'ROCKY RIDGE.  A STANDARD TABLET STAMPED F134 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0259 ***********************************************************************
 NW0259  DESIGNATION -  F 135
 NW0259  PID         -  NW0259
 NW0259  STATE/COUNTY-  OR/MALHEUR
 NW0259  USGS QUAD   -  ANDERSON RESERVOIR (1979)
 NW0259
 NW0259                         *CURRENT SURVEY CONTROL
 NW0259  ___________________________________________________________________
 NW0259* NAD 83(1986)-  42 43 31.     (N)    117 47 36.     (W)     SCALED    
 NW0259* NAVD 88     -      1150.006  (meters)    3772.98   (feet)  ADJUSTED  
 NW0259  ___________________________________________________________________
 NW0259  GEOID HEIGHT-         -18.28  (meters)                     GEOID03
 NW0259  DYNAMIC HT  -        1149.403 (meters)    3771.00  (feet)  COMP
 NW0259  MODELED GRAV-     980,056.9   (mgal)                       NAVD 88
 NW0259
 NW0259  VERT ORDER  -  SECOND    CLASS 0
 NW0259
 NW0259.The horizontal coordinates were scaled from a topographic map and have
 NW0259.an estimated accuracy of +/- 6 seconds.
 NW0259
 NW0259.The orthometric height was determined by differential leveling
 NW0259.and adjusted in June 1991.
 NW0259
 NW0259.The geoid height was determined by GEOID03.
 NW0259
 NW0259.The dynamic height is computed by dividing the NAVD 88
 NW0259.geopotential number by the normal gravity value computed on the
 NW0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0259.degrees latitude (g = 980.6199 gals.).
 NW0259
 NW0259.The modeled gravity was interpolated from observed gravity values.
 NW0259
 NW0259;                    North         East    Units  Estimated Accuracy
 NW0259;SPC OR S     -   121,180.    1,721,630.      MT  (+/- 180 meters Scaled)
 NW0259
 NW0259                          SUPERSEDED SURVEY CONTROL
 NW0259
 NW0259  NGVD 29 (??/??/92) 1148.964  (m)         3769.56   (f) ADJ UNCH    2 0
 NW0259
 NW0259.Superseded values are not recommended for survey control.
 NW0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0259.See file dsdata.txt to determine how the superseded data were derived.
 NW0259
 NW0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH350306(NAD 83)
 NW0259_MARKER: DB = BENCH MARK DISK
 NW0259_SETTING: 66 = SET IN ROCK OUTCROP
 NW0259_SP_SET: ROCK OUTCROP
 NW0259_STAMPING: F 135 1934
 NW0259_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0259+STABILITY: POSITION/ELEVATION WELL
 NW0259
 NW0259  HISTORY     - Date     Condition        Report By
 NW0259  HISTORY     - 1934     MONUMENTED       CGS
 NW0259
 NW0259                          STATION DESCRIPTION
 NW0259
 NW0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NW0259'10 MI S FROM ROME.
 NW0259'ABOUT 10 MILES SOUTH ALONG THE ROAD LEADING TO MCDERMITT, NEVADA, FROM
 NW0259'ROME, MALHEUR COUNTY, THENCE ABOUT 4.5 MILES SOUTHWEST ALONG THE ROAD
 NW0259'LEADING TO DENIO, ABOUT 330 FEET WEST OF THE CROSSING OF CROOKED
 NW0259'CREEK, ABOUT 300 FEET EAST OF A FENCE CORNER, ABOUT 150 FEET WEST OF
 NW0259'AN OLD STONE HOUSE, 20 FEET NORTH OF THE ROAD, AND IN A ROCK OUTCROP.
 NW0259'A STANDARD DISK, STAMPED F 135 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0101 ***********************************************************************
 NX0101  DESIGNATION -  F 136
 NX0101  PID         -  NX0101
 NX0101  STATE/COUNTY-  OR/HARNEY
 NX0101  USGS QUAD   -  BLITZEN (1971)
 NX0101
 NX0101                         *CURRENT SURVEY CONTROL
 NX0101  ___________________________________________________________________
 NX0101* NAD 83(1986)-  42 36 48.     (N)    119 04 09.     (W)     SCALED    
 NX0101* NAVD 88     -      1387.285  (meters)    4551.45   (feet)  ADJUSTED  
 NX0101  ___________________________________________________________________
 NX0101  GEOID HEIGHT-         -19.70  (meters)                     GEOID03
 NX0101  DYNAMIC HT  -        1386.432 (meters)    4548.65  (feet)  COMP
 NX0101  MODELED GRAV-     979,958.0   (mgal)                       NAVD 88
 NX0101
 NX0101  VERT ORDER  -  SECOND    CLASS 0
 NX0101
 NX0101.The horizontal coordinates were scaled from a topographic map and have
 NX0101.an estimated accuracy of +/- 6 seconds.
 NX0101
 NX0101.The orthometric height was determined by differential leveling
 NX0101.and adjusted in June 1991.
 NX0101
 NX0101.The geoid height was determined by GEOID03.
 NX0101
 NX0101.The dynamic height is computed by dividing the NAVD 88
 NX0101.geopotential number by the normal gravity value computed on the
 NX0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0101.degrees latitude (g = 980.6199 gals.).
 NX0101
 NX0101.The modeled gravity was interpolated from observed gravity values.
 NX0101
 NX0101;                    North         East    Units  Estimated Accuracy
 NX0101;SPC OR S     -   106,160.    1,617,390.      MT  (+/- 180 meters Scaled)
 NX0101
 NX0101                          SUPERSEDED SURVEY CONTROL
 NX0101
 NX0101  NGVD 29 (??/??/92) 1386.097  (m)         4547.55   (f) ADJ UNCH    2 0
 NX0101
 NX0101.Superseded values are not recommended for survey control.
 NX0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NX0101.See file dsdata.txt to determine how the superseded data were derived.
 NX0101
 NX0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH302199(NAD 83)
 NX0101_MARKER: DB = BENCH MARK DISK
 NX0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NX0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NX0101_STAMPING: F 136 1934
 NX0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NX0101+STABILITY: SURFACE MOTION
 NX0101
 NX0101  HISTORY     - Date     Condition        Report By
 NX0101  HISTORY     - 1934     MONUMENTED       CGS
 NX0101
 NX0101                          STATION DESCRIPTION
 NX0101
 NX0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NX0101'IN BLITZEN.
 NX0101'AT SOUTH EDGE OF TOWN.  300 FEET SOUTH OF HOTEL.  150 FEET SOUTH OF
 NX0101'SHED.  AT FENCE CORNER 30 FEET EAST OF ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0452 ***********************************************************************
 PA0452  DESIGNATION -  F 137
 PA0452  PID         -  PA0452
 PA0452  STATE/COUNTY-  OR/HARNEY
 PA0452  USGS QUAD   -  ALEC BUTTE (1980)
 PA0452
 PA0452                         *CURRENT SURVEY CONTROL
 PA0452  ___________________________________________________________________
 PA0452* NAD 83(1986)-  43 19 54.     (N)    119 39 45.     (W)     SCALED    
 PA0452* NAVD 88     -      1338.938  (meters)    4392.83   (feet)  ADJUSTED  
 PA0452  ___________________________________________________________________
 PA0452  GEOID HEIGHT-         -19.62  (meters)                     GEOID03
 PA0452  DYNAMIC HT  -        1338.250 (meters)    4390.58  (feet)  COMP
 PA0452  MODELED GRAV-     980,059.4   (mgal)                       NAVD 88
 PA0452
 PA0452  VERT ORDER  -  SECOND    CLASS 0
 PA0452
 PA0452.The horizontal coordinates were scaled from a topographic map and have
 PA0452.an estimated accuracy of +/- 6 seconds.
 PA0452
 PA0452.The orthometric height was determined by differential leveling
 PA0452.and adjusted in June 1991.
 PA0452
 PA0452.The geoid height was determined by GEOID03.
 PA0452
 PA0452.The dynamic height is computed by dividing the NAVD 88
 PA0452.geopotential number by the normal gravity value computed on the
 PA0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0452.degrees latitude (g = 980.6199 gals.).
 PA0452
 PA0452.The modeled gravity was interpolated from observed gravity values.
 PA0452
 PA0452;                    North         East    Units  Estimated Accuracy
 PA0452;SPC OR S     -   185,290.    1,567,910.      MT  (+/- 180 meters Scaled)
 PA0452
 PA0452                          SUPERSEDED SURVEY CONTROL
 PA0452
 PA0452  NGVD 29 (??/??/92) 1337.746  (m)         4388.92   (f) ADJ UNCH    2 0
 PA0452
 PA0452.Superseded values are not recommended for survey control.
 PA0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0452.See file dsdata.txt to determine how the superseded data were derived.
 PA0452
 PA0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKJ841010(NAD 83)
 PA0452_MARKER: DB = BENCH MARK DISK
 PA0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PA0452_STAMPING: F 137 1934
 PA0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0452+STABILITY: SURFACE MOTION
 PA0452
 PA0452  HISTORY     - Date     Condition        Report By
 PA0452  HISTORY     - 1934     MONUMENTED       CGS
 PA0452  HISTORY     - 1979     MARK NOT FOUND   USGS
 PA0452
 PA0452                          STATION DESCRIPTION
 PA0452
 PA0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PA0452'13.0 MI NE FROM WAGONTIRE.
 PA0452'13.0 MILES NORTHEAST OF NEW WAGONTIRE POST OFFICE, ABOUT 600 FEET
 PA0452'NORTH OF RIM ROCK HILL.  100 FEET EAST OF SMALL DRY LAKE BED.  40 FEET
 PA0452'NORTH OF DIM ROAD GOING TO THE NORTHWEST.  45 FEET NORTH OF ROAD.
 PA0452
 PA0452                          STATION RECOVERY (1979)
 PA0452
 PA0452'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PA0452'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0866 ***********************************************************************
 QE0866  DESIGNATION -  F 141
 QE0866  PID         -  QE0866
 QE0866  STATE/COUNTY-  OR/LANE
 QE0866  USGS QUAD   -  EUGENE EAST (1986)
 QE0866
 QE0866                         *CURRENT SURVEY CONTROL
 QE0866  ___________________________________________________________________
 QE0866* NAD 83(1986)-  44 02 42.     (N)    123 04 41.     (W)     SCALED    
 QE0866* NAVD 88     -       134.587  (meters)     441.56   (feet)  ADJUSTED  
 QE0866  ___________________________________________________________________
 QE0866  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 QE0866  DYNAMIC HT  -         134.567 (meters)     441.49  (feet)  COMP
 QE0866  MODELED GRAV-     980,472.7   (mgal)                       NAVD 88
 QE0866
 QE0866  VERT ORDER  -  FIRST     CLASS II
 QE0866
 QE0866.The horizontal coordinates were scaled from a topographic map and have
 QE0866.an estimated accuracy of +/- 6 seconds.
 QE0866
 QE0866.The orthometric height was determined by differential leveling
 QE0866.and adjusted in June 1991.
 QE0866.WARNING-Repeat measurements at this control monument indicate possible
 QE0866.vertical movement.
 QE0866
 QE0866.The geoid height was determined by GEOID03.
 QE0866
 QE0866.The dynamic height is computed by dividing the NAVD 88
 QE0866.geopotential number by the normal gravity value computed on the
 QE0866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0866.degrees latitude (g = 980.6199 gals.).
 QE0866
 QE0866.The modeled gravity was interpolated from observed gravity values.
 QE0866
 QE0866;                    North         East    Units  Estimated Accuracy
 QE0866;SPC OR S     -   267,380.    1,293,410.      MT  (+/- 180 meters Scaled)
 QE0866
 QE0866                          SUPERSEDED SURVEY CONTROL
 QE0866
 QE0866  NGVD 29 (??/??/92)  133.504  (m)          438.00   (f) ADJ UNCH    1 2
 QE0866
 QE0866.Superseded values are not recommended for survey control.
 QE0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0866.See file dsdata.txt to determine how the superseded data were derived.
 QE0866
 QE0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP937768(NAD 83)
 QE0866_MARKER: DD = SURVEY DISK
 QE0866_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QE0866_SP_SET: SIDEWALK
 QE0866_STAMPING: F 141 1929 1941 438
 QE0866_MARK LOGO: USE   
 QE0866_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0866
 QE0866  HISTORY     - Date     Condition        Report By
 QE0866  HISTORY     - 1941     MONUMENTED       DOD
 QE0866  HISTORY     - 1943     GOOD             NGS
 QE0866  HISTORY     - 1987     GOOD             NGS
 QE0866  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 QE0866  HISTORY     - 20080207 GOOD             GEOCAC
 QE0866
 QE0866                          STATION DESCRIPTION
 QE0866
 QE0866'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QE0866'IN EUGENE.
 QE0866'AT EUGENE, ON THE UNIVERSITY OF OREGON CAMPUS, 125.0 FEET EAST OF
 QE0866'KINCAID STREET, 31.0 FEET SOUTH OF THE SOUTH CURB OF THIRTEENTH AVENUE
 QE0866'EAST, SET IN THE CONCRETE WALK AT THE WEST END OF STEPS LEADING TO THE
 QE0866'ENTRANCE NEAR THE EAST END OF CONDON HALL.
 QE0866
 QE0866                          STATION RECOVERY (1987)
 QE0866
 QE0866'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE0866'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  IN EUGENE, AT
 QE0866'THE INTERSECTION OF EAST 13TH AVENUE AND KINCAID STREET, IN THE
 QE0866'SOUTHEAST CORNER OF THE SIDEWALK AT THE NORTHEAST ENTRANCE TO CONDON
 QE0866'HALL ON THE CAMPUS OF UNIVERSITY OF OREGON, 38.2 M (125.3 FT) EAST OF
 QE0866'THE CENTERLINE OF THE STREET, 13.2 M (43.3 FT) SOUTH OF THE
 QE0866'CENTERLINE OF THE AVENUE, 9.3 M (30.5 FT) WEST OF THE NORTHEAST
 QE0866'CORNER OF THE BUILDING, AND 1.0 M (3.3 FT) WEST OF THE CENTER OF THE
 QE0866'ENTRANCE.
 QE0866
 QE0866                          STATION RECOVERY (1989)
 QE0866
 QE0866'RECOVERY NOTE BY US POWER SQUADRON 1989 (JW)
 QE0866'MARK NOT FOUND.
 QE0866
 QE0866                          STATION RECOVERY (2008)
 QE0866
 QE0866'RECOVERY NOTE BY GEOCACHING 2008 (AS)
 QE0866'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0151 ***********************************************************************
 NY0151  DESIGNATION -  F 16 RESET
 NY0151  PID         -  NY0151
 NY0151  STATE/COUNTY-  OR/LAKE
 NY0151  USGS QUAD   -  DREWS RESERVOIR (1980)
 NY0151
 NY0151                         *CURRENT SURVEY CONTROL
 NY0151  ___________________________________________________________________
 NY0151* NAD 83(1986)-  42 11 44.     (N)    120 39 31.     (W)     SCALED    
 NY0151* NAVD 88     -      1508.185  (meters)    4948.10   (feet)  ADJUSTED  
 NY0151  ___________________________________________________________________
 NY0151  GEOID HEIGHT-         -21.21  (meters)                     GEOID03
 NY0151  DYNAMIC HT  -        1507.180 (meters)    4944.81  (feet)  COMP
 NY0151  MODELED GRAV-     979,902.8   (mgal)                       NAVD 88
 NY0151
 NY0151  VERT ORDER  -  FIRST     CLASS II
 NY0151
 NY0151.The horizontal coordinates were scaled from a topographic map and have
 NY0151.an estimated accuracy of +/- 6 seconds.
 NY0151
 NY0151.The orthometric height was determined by differential leveling
 NY0151.and adjusted in June 1991.
 NY0151
 NY0151.The geoid height was determined by GEOID03.
 NY0151
 NY0151.The dynamic height is computed by dividing the NAVD 88
 NY0151.geopotential number by the normal gravity value computed on the
 NY0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0151.degrees latitude (g = 980.6199 gals.).
 NY0151
 NY0151.The modeled gravity was interpolated from observed gravity values.
 NY0151
 NY0151;                    North         East    Units  Estimated Accuracy
 NY0151;SPC OR S     -    58,770.    1,486,900.      MT  (+/- 180 meters Scaled)
 NY0151
 NY0151                          SUPERSEDED SURVEY CONTROL
 NY0151
 NY0151  NGVD 29 (??/??/92) 1506.96   (m)         4944.1    (f) COMPUTED    1 2
 NY0151
 NY0151.Superseded values are not recommended for survey control.
 NY0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0151.See file dsdata.txt to determine how the superseded data were derived.
 NY0151
 NY0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM933741(NAD 83)
 NY0151_MARKER: DB = BENCH MARK DISK
 NY0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NY0151_STAMPING: F 16 1920 RESET 1943
 NY0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0151+STABILITY: SURFACE MOTION
 NY0151
 NY0151  HISTORY     - Date     Condition        Report By
 NY0151  HISTORY     - 1943     MONUMENTED       CGS
 NY0151  HISTORY     - 1964     MARK NOT FOUND   NGS
 NY0151
 NY0151                          STATION DESCRIPTION
 NY0151
 NY0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 NY0151'17.15 MI W FROM LAKEVIEW.
 NY0151'THIS MARK IS ABOUT 17.0 MILES WEST ALONG STATE HIGHWAY 66 AND 0.15
 NY0151'MILE SOUTH ALONG AN ABANDONED STAGE ROAD FROM THE COURTHOUSE AT
 NY0151'LAKEVIEW, 30 FEET NORTH OF THE CENTER OF THE OLD ROAD, ON A SMALL
 NY0151'RISE, 0.8 MILE WEST OF A YELLOW BUNGALOW, SET MIDWAY BETWEEN A WHITE
 NY0151'MARKER POST AND A PILE OF STONES. STAMPED F 16 1920 RESET 1943.
 NY0151
 NY0151                          STATION RECOVERY (1964)
 NY0151
 NY0151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 NY0151'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0128 ***********************************************************************
 NZ0128  DESIGNATION -  F 167
 NZ0128  PID         -  NZ0128
 NZ0128  STATE/COUNTY-  OR/JACKSON
 NZ0128  USGS QUAD   -  MEDFORD EAST (1983)
 NZ0128
 NZ0128                         *CURRENT SURVEY CONTROL
 NZ0128  ___________________________________________________________________
 NZ0128* NAD 83(1986)-  42 22 10.     (N)    122 52 25.     (W)     SCALED    
 NZ0128* NAVD 88     -       401.664  (meters)    1317.79   (feet)  ADJUSTED  
 NZ0128  ___________________________________________________________________
 NZ0128  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 NZ0128  DYNAMIC HT  -         401.508 (meters)    1317.28  (feet)  COMP
 NZ0128  MODELED GRAV-     980,221.6   (mgal)                       NAVD 88
 NZ0128
 NZ0128  VERT ORDER  -  SECOND    CLASS 0
 NZ0128
 NZ0128.This mark is at Rogue Valley Intl - Medford Airport (MFR)
 NZ0128
 NZ0128.The horizontal coordinates were scaled from a topographic map and have
 NZ0128.an estimated accuracy of +/- 6 seconds.
 NZ0128
 NZ0128.The orthometric height was determined by differential leveling
 NZ0128.and adjusted in June 1991.
 NZ0128
 NZ0128.The geoid height was determined by GEOID03.
 NZ0128
 NZ0128.The dynamic height is computed by dividing the NAVD 88
 NZ0128.geopotential number by the normal gravity value computed on the
 NZ0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0128.degrees latitude (g = 980.6199 gals.).
 NZ0128
 NZ0128.The modeled gravity was interpolated from observed gravity values.
 NZ0128
 NZ0128;                    North         East    Units  Estimated Accuracy
 NZ0128;SPC OR S     -    80,840.    1,304,510.      MT  (+/- 180 meters Scaled)
 NZ0128
 NZ0128                          SUPERSEDED SURVEY CONTROL
 NZ0128
 NZ0128  NGVD 29 (??/??/92)  400.644  (m)         1314.45   (f) ADJ UNCH    2 0
 NZ0128
 NZ0128.Superseded values are not recommended for survey control.
 NZ0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0128.See file dsdata.txt to determine how the superseded data were derived.
 NZ0128
 NZ0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM104908(NAD 83)
 NZ0128_MARKER: DD = SURVEY DISK
 NZ0128_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NZ0128_SP_SET: CONCRETE APRON
 NZ0128_STAMPING: F 167
 NZ0128_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0128
 NZ0128  HISTORY     - Date     Condition        Report By
 NZ0128  HISTORY     - UNK      MONUMENTED       USE
 NZ0128  HISTORY     - 1945     GOOD             NGS
 NZ0128  HISTORY     - 1970     MARK NOT FOUND   DOD
 NZ0128
 NZ0128                          STATION DESCRIPTION
 NZ0128
 NZ0128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 NZ0128'IN MEDFORD ARMY AIR FIELD.
 NZ0128'AT MEDFORD ARMY AIR FIELD, SET IN THE CONCRETE APRON IN FRONT OF THE
 NZ0128'HANGAR, 1 FOOT EAST OF THE NORTHEAST CORNER OF THE HANGAR.  NOTE--
 NZ0128'THIS MARK WAS COVERED WHEN THE CONCRETE APRON WAS OVER LAYED WITH 4
 NZ0128'INCHES OF ASPHALT IN 1968.
 NZ0128
 NZ0128                          STATION RECOVERY (1970)
 NZ0128
 NZ0128'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1970
 NZ0128'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0806 ***********************************************************************
 NZ0806  DESIGNATION -  F 168
 NZ0806  PID         -  NZ0806
 NZ0806  STATE/COUNTY-  OR/JACKSON
 NZ0806  USGS QUAD   -  MEDFORD WEST (1983)
 NZ0806
 NZ0806                         *CURRENT SURVEY CONTROL
 NZ0806  ___________________________________________________________________
 NZ0806* NAD 83(1986)-  42 19 22.     (N)    122 52 43.     (W)     SCALED    
 NZ0806* NAVD 88     -       424.874  (meters)    1393.94   (feet)  ADJUSTED  
 NZ0806  ___________________________________________________________________
 NZ0806  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 NZ0806  DYNAMIC HT  -         424.706 (meters)    1393.39  (feet)  COMP
 NZ0806  MODELED GRAV-     980,213.4   (mgal)                       NAVD 88
 NZ0806
 NZ0806  VERT ORDER  -  FIRST     CLASS II
 NZ0806
 NZ0806.The horizontal coordinates were scaled from a topographic map and have
 NZ0806.an estimated accuracy of +/- 6 seconds.
 NZ0806
 NZ0806.The orthometric height was determined by differential leveling
 NZ0806.and adjusted in June 1991.
 NZ0806
 NZ0806.The geoid height was determined by GEOID03.
 NZ0806
 NZ0806.The dynamic height is computed by dividing the NAVD 88
 NZ0806.geopotential number by the normal gravity value computed on the
 NZ0806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0806.degrees latitude (g = 980.6199 gals.).
 NZ0806
 NZ0806.The modeled gravity was interpolated from observed gravity values.
 NZ0806
 NZ0806;                    North         East    Units  Estimated Accuracy
 NZ0806;SPC OR S     -    75,670.    1,303,960.      MT  (+/- 180 meters Scaled)
 NZ0806
 NZ0806                          SUPERSEDED SURVEY CONTROL
 NZ0806
 NZ0806.No superseded survey control is available for this station.
 NZ0806
 NZ0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM100856(NAD 83)
 NZ0806_MARKER: DD = SURVEY DISK
 NZ0806_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 NZ0806+WITH SETTING: PAVEMENT
 NZ0806_SP_SET: STEP
 NZ0806_STAMPING: F 168 1942
 NZ0806_MARK LOGO: USE   
 NZ0806_MAGNETIC: N = NO MAGNETIC MATERIAL
 NZ0806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0806+STABILITY: SURFACE MOTION
 NZ0806_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NZ0806+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2006
 NZ0806
 NZ0806  HISTORY     - Date     Condition        Report By
 NZ0806  HISTORY     - 1942     MONUMENTED       USE
 NZ0806  HISTORY     - 1982     GOOD             NGS
 NZ0806  HISTORY     - 1988     GOOD             NGS
 NZ0806  HISTORY     - 19880629 GOOD             NGS
 NZ0806  HISTORY     - 19890707 GOOD             OR-029
 NZ0806  HISTORY     - 20060826 GOOD             USPSQD
 NZ0806
 NZ0806                          STATION DESCRIPTION
 NZ0806
 NZ0806'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NZ0806'IN MEDFORD.
 NZ0806'IN DOWNTOWN MEDFORD, AT THE JACKSON COUNTY COURTHOUSE WHICH IS LOCATED
 NZ0806'ON OAKDALE STREET BETWEEN MAIN STREET AND 8TH STREET, 20.2 METERS
 NZ0806'SOUTHWEST OF THE SOUTHWEST CURB OF OAKDALE STREET, 14.7 METERS
 NZ0806'SOUTHWEST OF A FOUNTAIN, SET INTO THE SOUTHEAST END OF THE 2ND STEP AT
 NZ0806'THE NORTHEAST ENTRANCE TO THE COURTHOUSE.
 NZ0806
 NZ0806                          STATION RECOVERY (1988)
 NZ0806
 NZ0806'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 NZ0806'IN MEDFORD.
 NZ0806'IN MEDFORD, AT THE NORTHEAST ENTRANCE TO THE JACKSON COUNTY COURTHOUSE
 NZ0806'BUILDING, IN THE SOUTHEAST END OF THE SECOND STEP, BETWEEN 8TH AND
 NZ0806'MAIN STREET, 20.2 M (66.3 FT) SOUTHWEST OF THE SOUTHWEST CURB OF
 NZ0806'OAKDALE STREET, 14.7 M (48.2 FT) SOUTHWEST OF A DRINKING FOUNTAIN,
 NZ0806'AND 6.5 M (21.3 FT) EAST OF THE CENTER OF THE MIDDLE ONE OF THREE
 NZ0806'ENTRANCE DOORS TO THE BUILDING.
 NZ0806'THE MARK IS 0.5 M ABOVE OAKDALE STREET.
 NZ0806
 NZ0806                          STATION RECOVERY (1988)
 NZ0806
 NZ0806'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (DW)
 NZ0806'ANOTHER ALIAS IS MEDFORD F 168. STATION IS AT JACKSON COUNTY
 NZ0806'COURTHOUSE IN DOWNTOWN MEDFORD, OREGON. TO ACCESS FROM EXIT 27 OF
 NZ0806'INTERSTATE ROUTE 5, GO WEST ON BARNETT ROAD.  GO 0.4 MI (0.6 KM) AND
 NZ0806'TURN NW (RIGHT) ONTO S RIVERSIDE AVENUE (OR ROUTE 99) .  GO 0.9 MI
 NZ0806'(1.4 KM) AND TURN SW, LEFT, ONTO EAST MAIN STREET.  (= E 7TH STREET =
 NZ0806'OR ROUTE 238 WEST) .  GO 0.43 MI (0.69 KM) AND TURN SE, LEFT, ONTO S
 NZ0806'OAKDALE AVENUE.  GO 0.04 MI (0.06 KM) TO CENTER OF COURTHOUSE ON
 NZ0806'RIGHT.  STATION IS OVER DISK ON SE END OF SECOND STEP OF NE (MAIN)
 NZ0806'ENTRANCE TO COURTHOUSE, 20.2 M (66.3 FT) SW OF SW CURB OF OAKDALE
 NZ0806'AVENUE, AND 14.7 M (48.2 FT) SW OF A FOUNTAIN.
 NZ0806
 NZ0806                          STATION RECOVERY (1989)
 NZ0806
 NZ0806'RECOVERY NOTE BY JACKSON COUNTY OREGON 1989
 NZ0806'RECOVERED IN GOOD CONDITION.
 NZ0806
 NZ0806                          STATION RECOVERY (2006)
 NZ0806
 NZ0806'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 NZ0806'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0029 ***********************************************************************
 NY0029  DESIGNATION -  F 17
 NY0029  PID         -  NY0029
 NY0029  STATE/COUNTY-  OR/LAKE
 NY0029  USGS QUAD   -  COGLAN BUTTES NE (1980)
 NY0029
 NY0029                         *CURRENT SURVEY CONTROL
 NY0029  ___________________________________________________________________
 NY0029* NAD 83(1986)-  42 39 26.     (N)    120 16 58.     (W)     SCALED    
 NY0029* NAVD 88     -      1298.762  (meters)    4261.02   (feet)  ADJUSTED  
 NY0029  ___________________________________________________________________
 NY0029  GEOID HEIGHT-         -20.55  (meters)                     GEOID03
 NY0029  DYNAMIC HT  -        1298.011 (meters)    4258.56  (feet)  COMP
 NY0029  MODELED GRAV-     979,998.1   (mgal)                       NAVD 88
 NY0029
 NY0029  VERT ORDER  -  FIRST     CLASS II
 NY0029
 NY0029.The horizontal coordinates were scaled from a topographic map and have
 NY0029.an estimated accuracy of +/- 6 seconds.
 NY0029
 NY0029.The orthometric height was determined by differential leveling
 NY0029.and adjusted in June 1991.
 NY0029
 NY0029.The geoid height was determined by GEOID03.
 NY0029
 NY0029.The dynamic height is computed by dividing the NAVD 88
 NY0029.geopotential number by the normal gravity value computed on the
 NY0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0029.degrees latitude (g = 980.6199 gals.).
 NY0029
 NY0029.The modeled gravity was interpolated from observed gravity values.
 NY0029
 NY0029;                    North         East    Units  Estimated Accuracy
 NY0029;SPC OR S     -   110,060.    1,517,810.      MT  (+/- 180 meters Scaled)
 NY0029
 NY0029                          SUPERSEDED SURVEY CONTROL
 NY0029
 NY0029.No superseded survey control is available for this station.
 NY0029
 NY0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGN227263(NAD 83)
 NY0029_MARKER: DB = BENCH MARK DISK
 NY0029_SETTING: 66 = SET IN ROCK OUTCROP
 NY0029_SP_SET: BEDROCK
 NY0029_STAMPING: F 17 1920
 NY0029_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NY0029+STABILITY: POSITION/ELEVATION WELL
 NY0029
 NY0029  HISTORY     - Date     Condition        Report By
 NY0029  HISTORY     - 1920     MONUMENTED       CGS
 NY0029
 NY0029                          STATION DESCRIPTION
 NY0029
 NY0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1920
 NY0029'2.6 MI NE FROM VALLEY FALLS.
 NY0029'2.6 MILES NORTHEAST ALONG THE FREMONT HIGHWAY (U.S. 395) FROM THE
 NY0029'JUNCTION OF STATE HIGHWAY 31 AT VALLEY FALLS, LAKE COUNTY, THENCE
 NY0029'ABOUT 10-1/4 MILES NORTH OF HOTCHKISS RANCH, ABOUT 1/4 MILE NORTH OF A
 NY0029'SPRING, ON THE WEST SHORE OF LAKE ABERT, ABOUT 650 FEET EAST OF THE
 NY0029'ROAD, AND IN BEDROCK.  A STANDARD DISK, STAMPED F 17 1920.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0439 ***********************************************************************
 PA0439  DESIGNATION -  F 18
 PA0439  PID         -  PA0439
 PA0439  STATE/COUNTY-  OR/HARNEY
 PA0439  USGS QUAD   -  HAY LAKE (1980)
 PA0439
 PA0439                         *CURRENT SURVEY CONTROL
 PA0439  ___________________________________________________________________
 PA0439* NAD 83(1986)-  43 29 58.     (N)    119 47 10.     (W)     SCALED    
 PA0439* NAVD 88     -      1412.926  (meters)    4635.57   (feet)  ADJUSTED  
 PA0439  ___________________________________________________________________
 PA0439  GEOID HEIGHT-         -19.52  (meters)                     GEOID03
 PA0439  DYNAMIC HT  -        1412.210 (meters)    4633.23  (feet)  COMP
 PA0439  MODELED GRAV-     980,062.7   (mgal)                       NAVD 88
 PA0439
 PA0439  VERT ORDER  -  FIRST     CLASS II
 PA0439
 PA0439.The horizontal coordinates were scaled from a topographic map and have
 PA0439.an estimated accuracy of +/- 6 seconds.
 PA0439
 PA0439.The orthometric height was determined by differential leveling
 PA0439.and adjusted in June 1991.
 PA0439
 PA0439.The geoid height was determined by GEOID03.
 PA0439
 PA0439.The dynamic height is computed by dividing the NAVD 88
 PA0439.geopotential number by the normal gravity value computed on the
 PA0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0439.degrees latitude (g = 980.6199 gals.).
 PA0439
 PA0439.The modeled gravity was interpolated from observed gravity values.
 PA0439
 PA0439;                    North         East    Units  Estimated Accuracy
 PA0439;SPC OR S     -   203,840.    1,557,730.      MT  (+/- 180 meters Scaled)
 PA0439
 PA0439                          SUPERSEDED SURVEY CONTROL
 PA0439
 PA0439  NGVD 29 (??/??/92) 1411.707  (m)         4631.58   (f) ADJ UNCH    1 2
 PA0439
 PA0439.Superseded values are not recommended for survey control.
 PA0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0439.See file dsdata.txt to determine how the superseded data were derived.
 PA0439
 PA0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKJ747200(NAD 83)
 PA0439_MARKER: DB = BENCH MARK DISK
 PA0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PA0439_STAMPING: F 18 1920
 PA0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0439+STABILITY: SURFACE MOTION
 PA0439
 PA0439  HISTORY     - Date     Condition        Report By
 PA0439  HISTORY     - 1920     MONUMENTED       CGS
 PA0439  HISTORY     - 1976     GOOD             USGS
 PA0439
 PA0439                          STATION DESCRIPTION
 PA0439
 PA0439'DESCRIBED BY US GEOLOGICAL SURVEY 1976
 PA0439'16.6 MI SW FROM RILEY STORE.
 PA0439'RILEY STORE, (AT INTERSECTION OF U.S. HWYS 20 AND 395), 13.6 MILES
 PA0439'WEST OF ON HWY 20, THEN 3.0 MILES SOUTH ON BLADED ROAD, ABOUT 0.2 MILE
 PA0439'NORTH OF THE INTERSECTION OF THE MAIN ROAD AND THE OLD ROAD, ABOUT
 PA0439'0.15 MILE NORTH OF THE SOUTH 1/4 CORNER OF SECTION 12/T24S/R24E, ABOUT
 PA0439'275 FEET NW OF THE MAIN ROAD, AT THE TOP (NORTH END) OF A SHORT STEEP
 PA0439'GRADE ON THE OLD ROAD, 35 FEET EAST OF CENTERLINE OF OLD ROAD, 28 FEET
 PA0439'NE OF A JUNIPER TREE, A USC AND GS TABLET SET IN THE TOP OF A CONCRETE
 PA0439'POST WHICH PROJECTS 0.2 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0203 ***********************************************************************
 PA0203  DESIGNATION -  F 19
 PA0203  PID         -  PA0203
 PA0203  STATE/COUNTY-  OR/HARNEY
 PA0203  USGS QUAD   -  POISON CREEK SLOUGH (1990)
 PA0203
 PA0203                         *CURRENT SURVEY CONTROL
 PA0203  ___________________________________________________________________
 PA0203* NAD 83(1986)-  43 34 10.     (N)    118 57 38.     (W)     SCALED    
 PA0203* NAVD 88     -      1261.946  (meters)    4140.23   (feet)  ADJUSTED  
 PA0203  ___________________________________________________________________
 PA0203  GEOID HEIGHT-         -19.09  (meters)                     GEOID03
 PA0203  DYNAMIC HT  -        1261.334 (meters)    4138.23  (feet)  COMP
 PA0203  MODELED GRAV-     980,090.7   (mgal)                       NAVD 88
 PA0203
 PA0203  VERT ORDER  -  FIRST     CLASS II
 PA0203
 PA0203.The horizontal coordinates were scaled from a topographic map and have
 PA0203.an estimated accuracy of +/- 6 seconds.
 PA0203
 PA0203.The orthometric height was determined by differential leveling
 PA0203.and adjusted in June 1991.
 PA0203
 PA0203.The geoid height was determined by GEOID03.
 PA0203
 PA0203.The dynamic height is computed by dividing the NAVD 88
 PA0203.geopotential number by the normal gravity value computed on the
 PA0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0203.degrees latitude (g = 980.6199 gals.).
 PA0203
 PA0203.The modeled gravity was interpolated from observed gravity values.
 PA0203
 PA0203;                    North         East    Units  Estimated Accuracy
 PA0203;SPC OR S     -   212,510.    1,624,350.      MT  (+/- 180 meters Scaled)
 PA0203
 PA0203                          SUPERSEDED SURVEY CONTROL
 PA0203
 PA0203  NGVD 29 (??/??/92) 1260.759  (m)         4136.34   (f) ADJ UNCH    1 2
 PA0203
 PA0203.Superseded values are not recommended for survey control.
 PA0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0203.See file dsdata.txt to determine how the superseded data were derived.
 PA0203
 PA0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ416259(NAD 83)
 PA0203_MARKER: DB = BENCH MARK DISK
 PA0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PA0203_STAMPING: F 19 1920
 PA0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0203+STABILITY: SURFACE MOTION
 PA0203
 PA0203  HISTORY     - Date     Condition        Report By
 PA0203  HISTORY     - 1920     MONUMENTED       CGS
 PA0203  HISTORY     - 1958     MARK NOT FOUND   USGS
 PA0203  HISTORY     - 1984     MARK NOT FOUND   NGS
 PA0203  HISTORY     - 19860610 MARK NOT FOUND   USPSQD
 PA0203
 PA0203                          STATION DESCRIPTION
 PA0203
 PA0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1920
 PA0203'5.25 MI SE FROM BURNS.
 PA0203'ABOUT 5-1/4 MILES SOUTHEAST ALONG THE CRANE ROAD (OREGON 78) FROM
 PA0203'BURNS, HARNEY COUNTY, ON THE KORTON RANCH, 15 FEET SOUTHWEST OF THE
 PA0203'HIGHWAY, AND AT THE CORNER OF A WIRE FENCE.  A STANDARD DISK, STAMPED
 PA0203'F 19 1920 AND SET IN THE TOP OF A CONCRETE POST.
 PA0203
 PA0203                          STATION RECOVERY (1958)
 PA0203
 PA0203'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 PA0203'MARK NOT FOUND.
 PA0203
 PA0203                          STATION RECOVERY (1984)
 PA0203
 PA0203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PA0203'NOT RECOVERED.
 PA0203
 PA0203                          STATION RECOVERY (1986)
 PA0203
 PA0203'RECOVERY NOTE BY US POWER SQUADRON 1986 (JEB)
 PA0203'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0264 ***********************************************************************
 QE0264  DESIGNATION -  F 191
 QE0264  PID         -  QE0264
 QE0264  STATE/COUNTY-  OR/LANE
 QE0264  USGS QUAD   -  SPRINGFIELD (1986)
 QE0264
 QE0264                         *CURRENT SURVEY CONTROL
 QE0264  ___________________________________________________________________
 QE0264* NAD 83(1986)-  44 02 44.     (N)    122 54 14.     (W)     SCALED    
 QE0264* NAVD 88     -       161.929  (meters)     531.26   (feet)  ADJUSTED  
 QE0264  ___________________________________________________________________
 QE0264  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 QE0264  DYNAMIC HT  -         161.900 (meters)     531.17  (feet)  COMP
 QE0264  MODELED GRAV-     980,436.0   (mgal)                       NAVD 88
 QE0264
 QE0264  VERT ORDER  -  FIRST     CLASS II
 QE0264
 QE0264.The horizontal coordinates were scaled from a topographic map and have
 QE0264.an estimated accuracy of +/- 6 seconds.
 QE0264
 QE0264.The orthometric height was determined by differential leveling
 QE0264.and adjusted in June 1991.
 QE0264
 QE0264.The geoid height was determined by GEOID03.
 QE0264
 QE0264.The dynamic height is computed by dividing the NAVD 88
 QE0264.geopotential number by the normal gravity value computed on the
 QE0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0264.degrees latitude (g = 980.6199 gals.).
 QE0264
 QE0264.The modeled gravity was interpolated from observed gravity values.
 QE0264
 QE0264;                    North         East    Units  Estimated Accuracy
 QE0264;SPC OR S     -   267,030.    1,307,370.      MT  (+/- 180 meters Scaled)
 QE0264
 QE0264                          SUPERSEDED SURVEY CONTROL
 QE0264
 QE0264  NGVD 29 (??/??/92)  160.818  (m)          527.62   (f) ADJ UNCH    1 2
 QE0264
 QE0264.Superseded values are not recommended for survey control.
 QE0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0264.See file dsdata.txt to determine how the superseded data were derived.
 QE0264
 QE0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP077769(NAD 83)
 QE0264_MARKER: DD = SURVEY DISK
 QE0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0264_STAMPING: F 191 1940
 QE0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0264+STABILITY: SURFACE MOTION
 QE0264
 QE0264  HISTORY     - Date     Condition        Report By
 QE0264  HISTORY     - 1940     MONUMENTED       USE
 QE0264  HISTORY     - 1943     GOOD             NGS
 QE0264  HISTORY     - 1950     MARK NOT FOUND   NGS
 QE0264
 QE0264                          STATION DESCRIPTION
 QE0264
 QE0264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QE0264'5.3 MI W FROM WALTERVILLE.
 QE0264'THIS MARK IS ABOUT 5.3 MILES WEST ALONG U.S. HIGHWAY 28 FROM THE CANAL
 QE0264'BRIDGE AT WALTERVILLE, LANE COUNTY, 5.75 MILES EAST OF SPRINGFIELD,
 QE0264'0.05 MILE EAST OF A YELLOW BUNGALOW, 39.0 FEET NORTHWEST OF POWER POLE
 QE0264'NUMBER 10-10, 18.0 FEET NORTH OF A EAST-WEST FENCE, SET ON THE SOUTH
 QE0264'SLOPE OF THE HIGHWAY BANK, 22.0 FEET SOUTH OF THE CENTER LINE OF THE
 QE0264'HIGHWAY, LEVEL WITH THE GROUND, 2.0 FEET EAST OF A WHITE REFERENCE
 QE0264'POST.
 QE0264
 QE0264                          STATION RECOVERY (1950)
 QE0264
 QE0264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 QE0264'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0457 ***********************************************************************
 QE0457  DESIGNATION -  F 192
 QE0457  PID         -  QE0457
 QE0457  STATE/COUNTY-  OR/MARION
 QE0457  USGS QUAD   -  SALEM WEST (1986)
 QE0457
 QE0457                         *CURRENT SURVEY CONTROL
 QE0457  ___________________________________________________________________
 QE0457* NAD 83(1986)-  44 56 24.     (N)    123 02 26.     (W)     SCALED    
 QE0457* NAVD 88     -        49.156  (meters)     161.27   (feet)  ADJUSTED  
 QE0457  ___________________________________________________________________
 QE0457  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 QE0457  DYNAMIC HT  -          49.154 (meters)     161.27  (feet)  COMP
 QE0457  MODELED GRAV-     980,570.8   (mgal)                       NAVD 88
 QE0457
 QE0457  VERT ORDER  -  FIRST     CLASS II
 QE0457
 QE0457.The horizontal coordinates were scaled from a topographic map and have
 QE0457.an estimated accuracy of +/- 6 seconds.
 QE0457
 QE0457.The orthometric height was determined by differential leveling
 QE0457.and adjusted in June 1991.
 QE0457
 QE0457.The geoid height was determined by GEOID03.
 QE0457
 QE0457.The dynamic height is computed by dividing the NAVD 88
 QE0457.geopotential number by the normal gravity value computed on the
 QE0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0457.degrees latitude (g = 980.6199 gals.).
 QE0457
 QE0457.The modeled gravity was interpolated from observed gravity values.
 QE0457
 QE0457;                    North         East    Units  Estimated Accuracy
 QE0457;SPC OR N     -   144,650.    2,299,530.      MT  (+/- 180 meters Scaled)
 QE0457
 QE0457                          SUPERSEDED SURVEY CONTROL
 QE0457
 QE0457  NGVD 29 (??/??/92)   48.127  (m)          157.90   (f) ADJ UNCH    1 2
 QE0457
 QE0457.Superseded values are not recommended for survey control.
 QE0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0457.See file dsdata.txt to determine how the superseded data were derived.
 QE0457
 QE0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ968762(NAD 83)
 QE0457_MARKER: DB = BENCH MARK DISK
 QE0457_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QE0457_SP_SET: SIDEWALK
 QE0457_STAMPING: F 192 1941
 QE0457_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0457
 QE0457  HISTORY     - Date     Condition        Report By
 QE0457  HISTORY     - 1941     MONUMENTED       CGS
 QE0457  HISTORY     - 1965     MARK NOT FOUND   NGS
 QE0457  HISTORY     - 19920909 MARK NOT FOUND   USPSQD
 QE0457
 QE0457                          STATION DESCRIPTION
 QE0457
 QE0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 QE0457'IN SALEM.
 QE0457'MARK IS LOCATED AT SOUTHEAST CORNER OF STATE AND COMMERICIAL STREETS,
 QE0457'1.5 FEET SOUTHEAST OF CURB RADIUS, IN SIDEWALK.
 QE0457
 QE0457                          STATION RECOVERY (1965)
 QE0457
 QE0457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 QE0457'MARK NOT FOUND.
 QE0457
 QE0457                          STATION RECOVERY (1992)
 QE0457
 QE0457'RECOVERY NOTE BY US POWER SQUADRON 1992 (RWB)
 QE0457'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0498 ***********************************************************************
 QE0498  DESIGNATION -  F 193
 QE0498  PID         -  QE0498
 QE0498  STATE/COUNTY-  OR/POLK
 QE0498  USGS QUAD   -  DALLAS (1986)
 QE0498
 QE0498                         *CURRENT SURVEY CONTROL
 QE0498  ___________________________________________________________________
 QE0498* NAD 83(1986)-  44 54 50.     (N)    123 19 16.     (W)     SCALED    
 QE0498* NAVD 88     -       103.680  (meters)     340.16   (feet)  ADJUSTED  
 QE0498  ___________________________________________________________________
 QE0498  GEOID HEIGHT-         -22.02  (meters)                     GEOID03
 QE0498  DYNAMIC HT  -         103.679 (meters)     340.15  (feet)  COMP
 QE0498  MODELED GRAV-     980,605.1   (mgal)                       NAVD 88
 QE0498
 QE0498  VERT ORDER  -  FIRST     CLASS II
 QE0498
 QE0498.The horizontal coordinates were scaled from a topographic map and have
 QE0498.an estimated accuracy of +/- 6 seconds.
 QE0498
 QE0498.The orthometric height was determined by differential leveling
 QE0498.and adjusted in June 1991.
 QE0498
 QE0498.The geoid height was determined by GEOID03.
 QE0498
 QE0498.The dynamic height is computed by dividing the NAVD 88
 QE0498.geopotential number by the normal gravity value computed on the
 QE0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0498.degrees latitude (g = 980.6199 gals.).
 QE0498
 QE0498.The modeled gravity was interpolated from observed gravity values.
 QE0498
 QE0498;                    North         East    Units  Estimated Accuracy
 QE0498;SPC OR N     -   142,480.    2,277,300.      MT  (+/- 180 meters Scaled)
 QE0498
 QE0498                          SUPERSEDED SURVEY CONTROL
 QE0498
 QE0498  NGVD 29 (??/??/92)  102.644  (m)          336.76   (f) ADJ UNCH    1 2
 QE0498
 QE0498.Superseded values are not recommended for survey control.
 QE0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0498.See file dsdata.txt to determine how the superseded data were derived.
 QE0498
 QE0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ746734(NAD 83)
 QE0498_MARKER: DB = BENCH MARK DISK
 QE0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0498_STAMPING: F 193 1940
 QE0498_MARK LOGO: NONE  
 QE0498_MAGNETIC: N = NO MAGNETIC MATERIAL
 QE0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0498+STABILITY: SURFACE MOTION
 QE0498
 QE0498  HISTORY     - Date     Condition        Report By
 QE0498  HISTORY     - 1940     MONUMENTED       CGS
 QE0498  HISTORY     - 1973     POOR             USGS
 QE0498  HISTORY     - 20020201 POOR             OR-053
 QE0498
 QE0498                          STATION DESCRIPTION
 QE0498
 QE0498'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 QE0498'IN DALLAS.
 QE0498'DALLAS, AT THE SE. COR. OF CHERRY AND HAYTER STREETS, 24 FT E. OF
 QE0498'CENTERLINE OF HAYTER STREET, 23 FT S. OF CENTERLINE OF CHERRY STREET,
 QE0498'3 FT N. OF A SIDEWALK, 1.8 FT SSW. OF A WATER VALVE, 1.7 FT N. OF A
 QE0498'STREET SIGH.  A STD. USC AND GS AND SS DISK, STAMPED F 193 1940, SET
 QE0498'IN TOP OF A CONC. POST FLUSH WITH GROUND.  NOTE-- TOP OF DISK IS
 QE0498'SLIGHTLY SCRAPED BUT REMAINS SOLIDLY INTACT IN CONC. POST WHICH IS IN
 QE0498'TURN SOLID IN GROUND.
 QE0498
 QE0498                          STATION RECOVERY (2002)
 QE0498
 QE0498'RECOVERY NOTE BY POLK COUNTY OREGON 2002 (JDN)
 QE0498'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1301 ***********************************************************************
 RD1301  DESIGNATION -  F 195
 RD1301  PID         -  RD1301
 RD1301  STATE/COUNTY-  OR/CLATSOP
 RD1301  USGS QUAD   -  VINEMAPLE (1984)
 RD1301
 RD1301                         *CURRENT SURVEY CONTROL
 RD1301  ___________________________________________________________________
 RD1301* NAD 83(1986)-  45 53 46.     (N)    123 32 37.     (W)     SCALED    
 RD1301* NAVD 88     -       134.536  (meters)     441.39   (feet)  ADJUSTED  
 RD1301  ___________________________________________________________________
 RD1301  GEOID HEIGHT-         -21.26  (meters)                     GEOID03
 RD1301  DYNAMIC HT  -         134.547 (meters)     441.43  (feet)  COMP
 RD1301  MODELED GRAV-     980,698.6   (mgal)                       NAVD 88
 RD1301
 RD1301  VERT ORDER  -  SECOND    CLASS 0
 RD1301
 RD1301.The horizontal coordinates were scaled from a topographic map and have
 RD1301.an estimated accuracy of +/- 6 seconds.
 RD1301
 RD1301.The orthometric height was determined by differential leveling
 RD1301.and adjusted in June 1991.
 RD1301
 RD1301.The geoid height was determined by GEOID03.
 RD1301
 RD1301.The dynamic height is computed by dividing the NAVD 88
 RD1301.geopotential number by the normal gravity value computed on the
 RD1301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1301.degrees latitude (g = 980.6199 gals.).
 RD1301
 RD1301.The modeled gravity was interpolated from observed gravity values.
 RD1301
 RD1301;                    North         East    Units  Estimated Accuracy
 RD1301;SPC OR N     -   252,200.    2,263,850.      MT  (+/- 180 meters Scaled)
 RD1301
 RD1301                          SUPERSEDED SURVEY CONTROL
 RD1301
 RD1301  NGVD 29 (??/??/92)  133.464  (m)          437.87   (f) ADJ UNCH    2 0
 RD1301
 RD1301.Superseded values are not recommended for survey control.
 RD1301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1301.See file dsdata.txt to determine how the superseded data were derived.
 RD1301
 RD1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR578826(NAD 83)
 RD1301_MARKER: DD = SURVEY DISK
 RD1301_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RD1301_SP_SET: PIER
 RD1301_STAMPING: 195 F 1941
 RD1301_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RD1301
 RD1301  HISTORY     - Date     Condition        Report By
 RD1301  HISTORY     - 1941     MONUMENTED       ORDT
 RD1301  HISTORY     - 1941     GOOD             NGS
 RD1301
 RD1301                          STATION DESCRIPTION
 RD1301
 RD1301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 RD1301'5.5 MI S FROM JEWELL.
 RD1301'ABOUT 5.5 MILES SOUTH OF JEWELL, ABOUT 3.8 MILES NORTH OF THE WOLF
 RD1301'CREEK JUNCTION, ALONG THE ELSIE-JEWELL ROAD, IN BRIDGE OVER THE
 RD1301'NEHALEM RIVER, TOP OF NORTHEAST PIER SUPPORTING THE WOODEN TRESTLE. AN
 RD1301'OSHD DISK SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH0855 ***********************************************************************
 OH0855  DESIGNATION -  F 197
 OH0855  PID         -  OH0855
 OH0855  STATE/COUNTY-  OR/MALHEUR
 OH0855  USGS QUAD   -  NYSSA (1965)
 OH0855
 OH0855                         *CURRENT SURVEY CONTROL
 OH0855  ___________________________________________________________________
 OH0855* NAD 83(1986)-  43 52 35.     (N)    116 59 40.     (W)     SCALED    
 OH0855* NAVD 88     -       664.385  (meters)    2179.74   (feet)  ADJUSTED  
 OH0855  ___________________________________________________________________
 OH0855  GEOID HEIGHT-         -17.87  (meters)                     GEOID03
 OH0855  DYNAMIC HT  -         664.176 (meters)    2179.05  (feet)  COMP
 OH0855  MODELED GRAV-     980,282.6   (mgal)                       NAVD 88
 OH0855
 OH0855  VERT ORDER  -  FIRST     CLASS II
 OH0855
 OH0855.The horizontal coordinates were scaled from a topographic map and have
 OH0855.an estimated accuracy of +/- 6 seconds.
 OH0855
 OH0855.The orthometric height was determined by differential leveling
 OH0855.and adjusted in June 1991.
 OH0855
 OH0855.The geoid height was determined by GEOID03.
 OH0855
 OH0855.The dynamic height is computed by dividing the NAVD 88
 OH0855.geopotential number by the normal gravity value computed on the
 OH0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0855.degrees latitude (g = 980.6199 gals.).
 OH0855
 OH0855.The modeled gravity was interpolated from observed gravity values.
 OH0855
 OH0855;                    North         East    Units  Estimated Accuracy
 OH0855;SPC OR S     -   251,370.    1,781,660.      MT  (+/- 180 meters Scaled)
 OH0855
 OH0855                          SUPERSEDED SURVEY CONTROL
 OH0855
 OH0855  NGVD 29 (??/??/92)  663.422  (m)         2176.58   (f) ADJ UNCH    1 2
 OH0855
 OH0855.Superseded values are not recommended for survey control.
 OH0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0855.See file dsdata.txt to determine how the superseded data were derived.
 OH0855
 OH0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ004581(NAD 83)
 OH0855_MARKER: DD = SURVEY DISK
 OH0855_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OH0855_SP_SET: STEP
 OH0855_STAMPING: F 197 1941
 OH0855_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH0855
 OH0855  HISTORY     - Date     Condition        Report By
 OH0855  HISTORY     - 1941     MONUMENTED       ORDT
 OH0855  HISTORY     - 1941     GOOD             NGS
 OH0855
 OH0855                          STATION DESCRIPTION
 OH0855
 OH0855'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 OH0855'IN NYSSA.
 OH0855'AT NYSSA, MALHEUR COUNTY, AT THE EAST SIDE OF THIRD STREET, IN THE
 OH0855'FIRST BLOCK SOUTH OF MAIN STREET, AT THE MAIN ENTRANCE OF THE CITY
 OH0855'HALL, IN THE TOP OF THE FIRST CONCRETE STEP, SOUTH OF THE DOOR, AND 1
 OH0855'FOOT FROM THE BUILDING WALL.  AN OREGON STATE HIGHWAY DEPARTMENT
 OH0855'STANDARD DISK, STAMPED F 197 1941.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0963 ***********************************************************************
 RD0963  DESIGNATION -  F 198
 RD0963  PID         -  RD0963
 RD0963  STATE/COUNTY-  OR/TILLAMOOK
 RD0963  USGS QUAD   -  DOLPH (1985)
 RD0963
 RD0963                         *CURRENT SURVEY CONTROL
 RD0963  ___________________________________________________________________
 RD0963* NAD 83(1986)-  45 07 09.     (N)    123 48 00.     (W)     SCALED    
 RD0963* NAVD 88     -       170.960  (meters)     560.89   (feet)  ADJUSTED  
 RD0963  ___________________________________________________________________
 RD0963  GEOID HEIGHT-         -21.90  (meters)                     GEOID03
 RD0963  DYNAMIC HT  -         170.961 (meters)     560.89  (feet)  COMP
 RD0963  MODELED GRAV-     980,621.7   (mgal)                       NAVD 88
 RD0963
 RD0963  VERT ORDER  -  FIRST     CLASS II
 RD0963
 RD0963.The horizontal coordinates were scaled from a topographic map and have
 RD0963.an estimated accuracy of +/- 6 seconds.
 RD0963
 RD0963.The orthometric height was determined by differential leveling
 RD0963.and adjusted in June 1991.
 RD0963
 RD0963.The geoid height was determined by GEOID03.
 RD0963
 RD0963.The dynamic height is computed by dividing the NAVD 88
 RD0963.geopotential number by the normal gravity value computed on the
 RD0963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0963.degrees latitude (g = 980.6199 gals.).
 RD0963
 RD0963.The modeled gravity was interpolated from observed gravity values.
 RD0963
 RD0963;                    North         East    Units  Estimated Accuracy
 RD0963;SPC OR N     -   166,710.    2,240,450.      MT  (+/- 180 meters Scaled)
 RD0963
 RD0963                          SUPERSEDED SURVEY CONTROL
 RD0963
 RD0963  NGVD 29 (??/??/92)  169.903  (m)          557.42   (f) ADJ UNCH    1 2
 RD0963
 RD0963.Superseded values are not recommended for survey control.
 RD0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0963.See file dsdata.txt to determine how the superseded data were derived.
 RD0963
 RD0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ370965(NAD 83)
 RD0963_MARKER: DD = SURVEY DISK
 RD0963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0963_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0963_STAMPING: F 198 1940
 RD0963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0963+STABILITY: SURFACE MOTION
 RD0963
 RD0963  HISTORY     - Date     Condition        Report By
 RD0963  HISTORY     - 1940     MONUMENTED       ORDT
 RD0963  HISTORY     - 1941     GOOD             NGS
 RD0963
 RD0963                          STATION DESCRIPTION
 RD0963
 RD0963'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 RD0963'1.2 MI N FROM DOLPH.
 RD0963'MARK IS LOCATED ALONG THREE RIVERS HIGHWAY ABOUT 90 FEET SOUTHEAST OF
 RD0963'SMALL SHINGLED HOUSE, 30 FEET WEST OF HIGHWAY, 10 FEET SOUTH OF DRIVE.
 RD0963'U.S.B.M. WITNESS POST IS SET NEAR THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0215 ***********************************************************************
 PB0215  DESIGNATION -  F 2
 PB0215  PID         -  PB0215
 PB0215  STATE/COUNTY-  OR/DESCHUTES
 PB0215  USGS QUAD   -  LAVA BUTTE (1981)
 PB0215
 PB0215                         *CURRENT SURVEY CONTROL
 PB0215  ___________________________________________________________________
 PB0215* NAD 83(1986)-  43 54 53.     (N)    121 21 00.     (W)     SCALED    
 PB0215* NAVD 88     -      1374.865  (meters)    4510.70   (feet)  ADJUSTED  
 PB0215  ___________________________________________________________________
 PB0215  GEOID HEIGHT-         -20.64  (meters)                     GEOID03
 PB0215  DYNAMIC HT  -        1374.244 (meters)    4508.67  (feet)  COMP
 PB0215  MODELED GRAV-     980,119.0   (mgal)                       NAVD 88
 PB0215
 PB0215  VERT ORDER  -  FIRST     CLASS II
 PB0215
 PB0215.The horizontal coordinates were scaled from a topographic map and have
 PB0215.an estimated accuracy of +/- 6 seconds.
 PB0215
 PB0215.The orthometric height was determined by differential leveling
 PB0215.and adjusted in June 1991.
 PB0215
 PB0215.The geoid height was determined by GEOID03.
 PB0215
 PB0215.The dynamic height is computed by dividing the NAVD 88
 PB0215.geopotential number by the normal gravity value computed on the
 PB0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0215.degrees latitude (g = 980.6199 gals.).
 PB0215
 PB0215.The modeled gravity was interpolated from observed gravity values.
 PB0215
 PB0215;                    North         East    Units  Estimated Accuracy
 PB0215;SPC OR S     -   250,080.    1,431,730.      MT  (+/- 180 meters Scaled)
 PB0215
 PB0215                          SUPERSEDED SURVEY CONTROL
 PB0215
 PB0215  NGVD 29 (??/??/92) 1373.648  (m)         4506.71   (f) ADJ UNCH    1 2
 PB0215
 PB0215.Superseded values are not recommended for survey control.
 PB0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0215.See file dsdata.txt to determine how the superseded data were derived.
 PB0215
 PB0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP324637(NAD 83)
 PB0215_MARKER: DD = SURVEY DISK
 PB0215_SETTING: 66 = SET IN ROCK OUTCROP
 PB0215_SP_SET: LAVA OUTCROP
 PB0215_STAMPING: 4506.687 B B F2 1908
 PB0215_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PB0215+STABILITY: POSITION/ELEVATION WELL
 PB0215
 PB0215  HISTORY     - Date     Condition        Report By
 PB0215  HISTORY     - 1908     MONUMENTED       USGS
 PB0215  HISTORY     - 1934     GOOD             NGS
 PB0215  HISTORY     - 1976     MARK NOT FOUND   NGS
 PB0215  HISTORY     - 19880721 MARK NOT FOUND   NGS
 PB0215
 PB0215                          STATION DESCRIPTION
 PB0215
 PB0215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PB0215'IN LAVA BUTTE.
 PB0215'AT LAVA BUTTE 11.2 MILES SOUTHWEST ALONG THE DALLES - CALIFORNIA
 PB0215'HIGHWAY FROM BEND, DESCHUTES COUNTY, AT HIGHWAY MILEAGE 152.6, 85 FEET
 PB0215'NORTH OF THE ROAD TO LAVA BUTTE LOOKOUT, 101 FEET WEST OF THE HIGHWAY
 PB0215'CENTERLINE, IN A LOW LAVA OUTCROPPING. A UNITED STATES GEOLOGICAL
 PB0215'SURVEY STANDARD DISK STAMPED 4506.687 B B F2 1908.
 PB0215
 PB0215                          STATION RECOVERY (1976)
 PB0215
 PB0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 PB0215'MARK NOT FOUND.
 PB0215
 PB0215                          STATION RECOVERY (1988)
 PB0215
 PB0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 PB0215'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0002 ***********************************************************************
 PA0002  DESIGNATION -  F 20
 PA0002  PID         -  PA0002
 PA0002  STATE/COUNTY-  OR/MALHEUR
 PA0002  USGS QUAD   -  MOSQUITO MTN (1973)
 PA0002
 PA0002                         *CURRENT SURVEY CONTROL
 PA0002  ___________________________________________________________________
 PA0002* NAD 83(1986)-  43 35 09.     (N)    118 06 26.     (W)     SCALED    
 PA0002* NAVD 88     -       974.219  (meters)    3196.25   (feet)  ADJUSTED  
 PA0002  ___________________________________________________________________
 PA0002  GEOID HEIGHT-         -18.21  (meters)                     GEOID03
 PA0002  DYNAMIC HT  -         973.757 (meters)    3194.73  (feet)  COMP
 PA0002  MODELED GRAV-     980,113.9   (mgal)                       NAVD 88
 PA0002
 PA0002  VERT ORDER  -  FIRST     CLASS II
 PA0002
 PA0002.The horizontal coordinates were scaled from a topographic map and have
 PA0002.an estimated accuracy of +/- 6 seconds.
 PA0002
 PA0002.The orthometric height was determined by differential leveling
 PA0002.and adjusted in June 1991.
 PA0002
 PA0002.The geoid height was determined by GEOID03.
 PA0002
 PA0002.The dynamic height is computed by dividing the NAVD 88
 PA0002.geopotential number by the normal gravity value computed on the
 PA0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0002.degrees latitude (g = 980.6199 gals.).
 PA0002
 PA0002.The modeled gravity was interpolated from observed gravity values.
 PA0002
 PA0002;                    North         East    Units  Estimated Accuracy
 PA0002;SPC OR S     -   215,950.    1,693,200.      MT  (+/- 180 meters Scaled)
 PA0002
 PA0002                          SUPERSEDED SURVEY CONTROL
 PA0002
 PA0002  NGVD 29 (??/??/92)  973.071  (m)         3192.48   (f) ADJ UNCH    1 2
 PA0002
 PA0002.Superseded values are not recommended for survey control.
 PA0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0002.See file dsdata.txt to determine how the superseded data were derived.
 PA0002
 PA0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ106264(NAD 83)
 PA0002_MARKER: DB = BENCH MARK DISK
 PA0002_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PA0002_SP_SET: ABUTMENT
 PA0002_STAMPING: F 20 1920
 PA0002_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PA0002
 PA0002  HISTORY     - Date     Condition        Report By
 PA0002  HISTORY     - 1920     MONUMENTED       CGS
 PA0002
 PA0002                          STATION DESCRIPTION
 PA0002
 PA0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1920
 PA0002'1.9 MI S FROM LONG.
 PA0002'1.9 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 PA0002'LONG, MALHEUR COUNTY, IN THE NORTH ABUTMENT OF BRIDGE 88.52, AND ON
 PA0002'THE EAST SIDE OF THE TRACK.  A STANDARD DISK, STAMPED F 20 1920.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC0374 ***********************************************************************
 SC0374  DESIGNATION -  F 201
 SC0374  PID         -  SC0374
 SC0374  STATE/COUNTY-  OR/COLUMBIA
 SC0374  USGS QUAD   -  DELENA (1985)
 SC0374
 SC0374                         *CURRENT SURVEY CONTROL
 SC0374  ___________________________________________________________________
 SC0374* NAD 83(1986)-  46 05 57.     (N)    123 02 53.     (W)     SCALED    
 SC0374* NAVD 88     -       150.439  (meters)     493.57   (feet)  ADJUSTED  
 SC0374  ___________________________________________________________________
 SC0374  GEOID HEIGHT-         -21.30  (meters)                     GEOID03
 SC0374  DYNAMIC HT  -         150.451 (meters)     493.60  (feet)  COMP
 SC0374  MODELED GRAV-     980,692.4   (mgal)                       NAVD 88
 SC0374
 SC0374  VERT ORDER  -  FIRST     CLASS II
 SC0374
 SC0374.The horizontal coordinates were scaled from a topographic map and have
 SC0374.an estimated accuracy of +/- 6 seconds.
 SC0374
 SC0374.The orthometric height was determined by differential leveling
 SC0374.and adjusted in June 1991.
 SC0374
 SC0374.The geoid height was determined by GEOID03.
 SC0374
 SC0374.The dynamic height is computed by dividing the NAVD 88
 SC0374.geopotential number by the normal gravity value computed on the
 SC0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0374.degrees latitude (g = 980.6199 gals.).
 SC0374
 SC0374.The modeled gravity was interpolated from observed gravity values.
 SC0374
 SC0374;                    North         East    Units  Estimated Accuracy
 SC0374;SPC OR N     -   273,420.    2,303,000.      MT  (+/- 180 meters Scaled)
 SC0374
 SC0374                          SUPERSEDED SURVEY CONTROL
 SC0374
 SC0374  NGVD 29 (??/??/92)  149.433  (m)          490.26   (f) ADJ UNCH    1 2
 SC0374
 SC0374.Superseded values are not recommended for survey control.
 SC0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0374.See file dsdata.txt to determine how the superseded data were derived.
 SC0374
 SC0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS962050(NAD 83)
 SC0374_MARKER: DB = BENCH MARK DISK
 SC0374_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 SC0374+WITH SETTING: PAVEMENT
 SC0374_SP_SET: GAS PUMP FOUNDATION
 SC0374_STAMPING: F 201 1934 489
 SC0374_MARK LOGO: CGS+SS
 SC0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0374+STABILITY: SURFACE MOTION
 SC0374_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SC0374+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2006
 SC0374
 SC0374  HISTORY     - Date     Condition        Report By
 SC0374  HISTORY     - 1934     MONUMENTED       CGS
 SC0374  HISTORY     - 1941     GOOD             NGS
 SC0374  HISTORY     - 1981     GOOD             USGS
 SC0374  HISTORY     - 1984     GOOD             USPSQD
 SC0374  HISTORY     - 1987     GOOD             NGS
 SC0374  HISTORY     - 1988     GOOD             USPSQD
 SC0374  HISTORY     - 1989     GOOD             USPSQD
 SC0374  HISTORY     - 1989     GOOD             USPSQD
 SC0374  HISTORY     - 1990     GOOD             USPSQD
 SC0374  HISTORY     - 20031114 GOOD             BPA
 SC0374  HISTORY     - 20060709 GOOD             USPSQD
 SC0374
 SC0374                          STATION DESCRIPTION
 SC0374
 SC0374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 SC0374'1.3 MI E FROM DELENA.
 SC0374'ALONG COLUMBIA RIVER HIGHWAY (U. S. 30), 36 FEET SOUTH OF CENTER OF
 SC0374'HIGHWAY, IN THE EAST END OF A CONCRETE GASOLINE PUMP BASE.
 SC0374
 SC0374                          STATION RECOVERY (1981)
 SC0374
 SC0374'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 SC0374'AT ALSTON, 85 FEET SW OF INTERSECTION OF MAGER RD. AND OLD US HWY 30
 SC0374'IN THE TOP OF A CONCRETE FOUNDATION OF AN OLD GASOLINE PUMP
 SC0374
 SC0374                          STATION RECOVERY (1984)
 SC0374
 SC0374'RECOVERY NOTE BY US POWER SQUADRON 1984
 SC0374'ALSTON GARAGE IN NOW ALSTON CORNER FEED CO. THERE ARE NO GASOLINE
 SC0374'PUMPS.
 SC0374
 SC0374                          STATION RECOVERY (1987)
 SC0374
 SC0374'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SC0374'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN ALSTON,
 SC0374'AT THE INTERSECTION OF OLD U.S. HIGHWAY 30 AND MAYGER ROAD, IN THE
 SC0374'EAST END OF THE CONCRETE FOUNDATION OF AN ABANDONED GAS PUMP, AT THE
 SC0374'ALSTON CORNER FEED COMPANY, 9.7 M (31.8 FT) SOUTH OF THE CENTERLINE
 SC0374'OF THE HIGHWAY, 9.0 M (29.5 FT) WEST OF THE CENTER OF THE ROAD, AND
 SC0374'0.3 M (1.0 FT) EAST OF THE NORTHEAST CORNER OF THE BUILDING.
 SC0374'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 SC0374
 SC0374                          STATION RECOVERY (1988)
 SC0374
 SC0374'RECOVERY NOTE BY US POWER SQUADRON 1988 (RCC)
 SC0374'RECOVERED IN GOOD CONDITION.
 SC0374
 SC0374                          STATION RECOVERY (1989)
 SC0374
 SC0374'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 SC0374'RECOVERED IN GOOD CONDITION.
 SC0374
 SC0374                          STATION RECOVERY (1989)
 SC0374
 SC0374'RECOVERY NOTE BY US POWER SQUADRON 1989 (RCC)
 SC0374'RECOVERED IN GOOD CONDITION.
 SC0374
 SC0374                          STATION RECOVERY (1990)
 SC0374
 SC0374'RECOVERY NOTE BY US POWER SQUADRON 1990 (KRN)
 SC0374'RECOVERED IN GOOD CONDITION.
 SC0374
 SC0374                          STATION RECOVERY (2003)
 SC0374
 SC0374'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 2003 (MSS)
 SC0374'RECOVERED IN GOOD CONDITION
 SC0374
 SC0374                          STATION RECOVERY (2006)
 SC0374
 SC0374'RECOVERY NOTE BY US POWER SQUADRON 2006 (DMJ)
 SC0374'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH0819 ***********************************************************************
 OH0819  DESIGNATION -  F 21
 OH0819  PID         -  OH0819
 OH0819  STATE/COUNTY-  OR/MALHEUR
 OH0819  USGS QUAD   -  VALE WEST (1967)
 OH0819
 OH0819                         *CURRENT SURVEY CONTROL
 OH0819  ___________________________________________________________________
 OH0819* NAD 83(1986)-  43 56 27.     (N)    117 18 26.     (W)     SCALED    
 OH0819* NAVD 88     -       700.492  (meters)    2298.20   (feet)  POSTED    
 OH0819  ___________________________________________________________________
 OH0819  GEOID HEIGHT-         -18.04  (meters)                     GEOID03
 OH0819  DYNAMIC HT  -         700.270 (meters)    2297.47  (feet)  COMP
 OH0819  MODELED GRAV-     980,274.1   (mgal)                       NAVD 88
 OH0819
 OH0819  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OH0819
 OH0819.The horizontal coordinates were scaled from a topographic map and have
 OH0819.an estimated accuracy of +/- 6 seconds.
 OH0819
 OH0819.The orthometric height was determined by differential leveling
 OH0819.and adjusted by the  in 1992.
 OH0819.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OH0819.rate of 0.0 thru 1.0 mm/km.
 OH0819
 OH0819.The geoid height was determined by GEOID03.
 OH0819
 OH0819.The dynamic height is computed by dividing the NAVD 88
 OH0819.geopotential number by the normal gravity value computed on the
 OH0819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0819.degrees latitude (g = 980.6199 gals.).
 OH0819
 OH0819.The modeled gravity was interpolated from observed gravity values.
 OH0819
 OH0819;                    North         East    Units  Estimated Accuracy
 OH0819;SPC OR S     -   257,520.    1,756,270.      MT  (+/- 180 meters Scaled)
 OH0819
 OH0819                          SUPERSEDED SURVEY CONTROL
 OH0819
 OH0819  NGVD 29 (??/??/92)  699.484  (m)         2294.89   (f) ADJ UNCH    1 2
 OH0819
 OH0819.Superseded values are not recommended for survey control.
 OH0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0819.See file dsdata.txt to determine how the superseded data were derived.
 OH0819
 OH0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ753653(NAD 83)
 OH0819_MARKER: Q = CHISELED SQUARE
 OH0819_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OH0819_SP_SET: CULVERT
 OH0819_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH0819
 OH0819  HISTORY     - Date     Condition        Report By
 OH0819  HISTORY     - UNK      MONUMENTED       USGS
 OH0819  HISTORY     - 1920     GOOD             NGS
 OH0819  HISTORY     - 1935     MARK NOT FOUND   NGS
 OH0819  HISTORY     - 1986     GOOD             USPSQD
 OH0819
 OH0819                          STATION DESCRIPTION
 OH0819
 OH0819'DESCRIBED BY NATIONAL GEODETIC SURVEY 1920
 OH0819'4.25 MI SW FROM VALE.
 OH0819'ABOUT 4-1/4 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM
 OH0819'VALE, MALHEUR COUNTY, AND ON THE NORTH HEADWALL OF A CULVERT.  A
 OH0819'CHISELED SQUARE.
 OH0819
 OH0819                          STATION RECOVERY (1935)
 OH0819
 OH0819'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 OH0819'MARK NOT FOUND.
 OH0819
 OH0819                          STATION RECOVERY (1986)
 OH0819
 OH0819'RECOVERY NOTE BY US POWER SQUADRON 1986 (KRN)
 OH0819'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0700 ***********************************************************************
 QE0700  DESIGNATION -  F 214
 QE0700  PID         -  QE0700
 QE0700  STATE/COUNTY-  OR/POLK
 QE0700  USGS QUAD   -  RICKREALL (1976)
 QE0700
 QE0700                         *CURRENT SURVEY CONTROL
 QE0700  ___________________________________________________________________
 QE0700* NAD 83(1986)-  44 52 42.     (N)    123 14 19.     (W)     SCALED    
 QE0700* NAVD 88     -        59.771  (meters)     196.10   (feet)  ADJUSTED  
 QE0700  ___________________________________________________________________
 QE0700  GEOID HEIGHT-         -22.38  (meters)                     GEOID03
 QE0700  DYNAMIC HT  -          59.769 (meters)     196.09  (feet)  COMP
 QE0700  MODELED GRAV-     980,585.3   (mgal)                       NAVD 88
 QE0700
 QE0700  VERT ORDER  -  SECOND    CLASS 0
 QE0700
 QE0700.The horizontal coordinates were scaled from a topographic map and have
 QE0700.an estimated accuracy of +/- 6 seconds.
 QE0700
 QE0700.The orthometric height was determined by differential leveling
 QE0700.and adjusted in June 1991.
 QE0700
 QE0700.The geoid height was determined by GEOID03.
 QE0700
 QE0700.The dynamic height is computed by dividing the NAVD 88
 QE0700.geopotential number by the normal gravity value computed on the
 QE0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0700.degrees latitude (g = 980.6199 gals.).
 QE0700
 QE0700.The modeled gravity was interpolated from observed gravity values.
 QE0700
 QE0700;                    North         East    Units  Estimated Accuracy
 QE0700;SPC OR N     -   138,310.    2,283,670.      MT  (+/- 180 meters Scaled)
 QE0700
 QE0700                          SUPERSEDED SURVEY CONTROL
 QE0700
 QE0700  NGVD 29 (??/??/92)   58.749  (m)          192.75   (f) ADJ UNCH    2 0
 QE0700
 QE0700.Superseded values are not recommended for survey control.
 QE0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0700.See file dsdata.txt to determine how the superseded data were derived.
 QE0700
 QE0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ811694(NAD 83)
 QE0700_MARKER: DD = SURVEY DISK
 QE0700_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QE0700_SP_SET: WALK
 QE0700_STAMPING: 192 F 214 DAT 1929 1934 1941
 QE0700_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0700
 QE0700  HISTORY     - Date     Condition        Report By
 QE0700  HISTORY     - 1941     MONUMENTED       ORDT
 QE0700  HISTORY     - 1968     GOOD             NGS
 QE0700  HISTORY     - 1984     GOOD             USPSQD
 QE0700  HISTORY     - 1986     GOOD             USPSQD
 QE0700
 QE0700                          STATION DESCRIPTION
 QE0700
 QE0700'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 QE0700'2.1 MI N FROM MONMOUTH.
 QE0700'2.1 MILES NORTH ALONG THE OLD RICKREALL-MONMOUTH HIGHWAY FROM THE
 QE0700'INTERSECTION OF MAIN STREET AND MONMOUTH AVENUE NORTH IN MONMOUTH, AT
 QE0700'THE NORTHWEST CORNER OF A CONCRETE BRIDGE, 15.5 FEET WEST OF THE
 QE0700'CENTER OF THE HIGHWAY, 0.5 FOOT SOUTH OF THE NORTH END OF THE CONCRETE
 QE0700'WALK AND 1 FOOT ABOVE THE LEVEL OF THE ROAD.
 QE0700
 QE0700                          STATION RECOVERY (1984)
 QE0700
 QE0700'RECOVERY NOTE BY US POWER SQUADRON 1984
 QE0700'U.S. HIGHWAY 99 W. IS NOW A COUNTY ROAD, RIDDELL ROAD.
 QE0700
 QE0700                          STATION RECOVERY (1986)
 QE0700
 QE0700'RECOVERY NOTE BY US POWER SQUADRON 1986 (KN)
 QE0700'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1103 ***********************************************************************
 RD1103  DESIGNATION -  F 223
 RD1103  PID         -  RD1103
 RD1103  STATE/COUNTY-  OR/TILLAMOOK
 RD1103  USGS QUAD   -  TILLAMOOK (1985)
 RD1103
 RD1103                         *CURRENT SURVEY CONTROL
 RD1103  ___________________________________________________________________
 RD1103* NAD 83(1986)-  45 27 53.     (N)    123 45 35.     (W)     SCALED    
 RD1103* NAVD 88     -        28.465  (meters)      93.39   (feet)  ADJUSTED  
 RD1103  ___________________________________________________________________
 RD1103  GEOID HEIGHT-         -21.65  (meters)                     GEOID03
 RD1103  DYNAMIC HT  -          28.468 (meters)      93.40  (feet)  COMP
 RD1103  MODELED GRAV-     980,699.3   (mgal)                       NAVD 88
 RD1103
 RD1103  VERT ORDER  -  SECOND    CLASS 0
 RD1103
 RD1103.The horizontal coordinates were scaled from a topographic map and have
 RD1103.an estimated accuracy of +/- 6 seconds.
 RD1103
 RD1103.The orthometric height was determined by differential leveling
 RD1103.and adjusted in June 1991.
 RD1103
 RD1103.The geoid height was determined by GEOID03.
 RD1103
 RD1103.The dynamic height is computed by dividing the NAVD 88
 RD1103.geopotential number by the normal gravity value computed on the
 RD1103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1103.degrees latitude (g = 980.6199 gals.).
 RD1103
 RD1103.The modeled gravity was interpolated from observed gravity values.
 RD1103
 RD1103;                    North         East    Units  Estimated Accuracy
 RD1103;SPC OR N     -   204,950.    2,245,160.      MT  (+/- 180 meters Scaled)
 RD1103
 RD1103                          SUPERSEDED SURVEY CONTROL
 RD1103
 RD1103  NGVD 29 (??/??/92)   27.42   (m)           90.0    (f) COMPUTED    2 0
 RD1103
 RD1103.Superseded values are not recommended for survey control.
 RD1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1103.See file dsdata.txt to determine how the superseded data were derived.
 RD1103
 RD1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR406348(NAD 83)
 RD1103_MARKER: DD = SURVEY DISK
 RD1103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD1103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD1103_STAMPING: F 223 1937
 RD1103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD1103+STABILITY: SURFACE MOTION
 RD1103
 RD1103  HISTORY     - Date     Condition        Report By
 RD1103  HISTORY     - 1937     MONUMENTED       ORDT
 RD1103  HISTORY     - 1942     GOOD             NGS
 RD1103  HISTORY     - 1962     MARK NOT FOUND   NGS
 RD1103  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 RD1103  HISTORY     - 19921025 MARK NOT FOUND   USPSQD
 RD1103
 RD1103                          STATION DESCRIPTION
 RD1103
 RD1103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 RD1103'4.5 MI E FROM TILLAMOOK.
 RD1103'LOCATED ALONG THE STATE HIGHWAY 6 FROM THE POST OFFICE AND 15 FEET
 RD1103'SOUTH OF THE CENTER LINE OF THE HIGHWAY IN FRONT OF THE PETE WYSS FARM
 RD1103'HOUSE.  U.S.B.M. WITNESS POST IS NEAR THE MARK.
 RD1103
 RD1103                          STATION RECOVERY (1962)
 RD1103
 RD1103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 RD1103'MARK NOT FOUND.
 RD1103
 RD1103                          STATION RECOVERY (1990)
 RD1103
 RD1103'RECOVERY NOTE BY US POWER SQUADRON 1990 (KRN)
 RD1103'MARK NOT FOUND.
 RD1103
 RD1103                          STATION RECOVERY (1992)
 RD1103
 RD1103'RECOVERY NOTE BY US POWER SQUADRON 1992 (KRN)
 RD1103'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0597 ***********************************************************************
 QE0597  DESIGNATION -  F 226
 QE0597  PID         -  QE0597
 QE0597  STATE/COUNTY-  OR/POLK
 QE0597  USGS QUAD   -  FALLS CITY (1974)
 QE0597
 QE0597                         *CURRENT SURVEY CONTROL
 QE0597  ___________________________________________________________________
 QE0597* NAD 83(1986)-  44 51 55.     (N)    123 25 45.     (W)     SCALED    
 QE0597* NAVD 88     -       117.013  (meters)     383.90   (feet)  ADJUSTED  
 QE0597  ___________________________________________________________________
 QE0597  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 QE0597  DYNAMIC HT  -         117.012 (meters)     383.90  (feet)  COMP
 QE0597  MODELED GRAV-     980,601.9   (mgal)                       NAVD 88
 QE0597
 QE0597  VERT ORDER  -  SECOND    CLASS 0
 QE0597
 QE0597.The horizontal coordinates were scaled from a topographic map and have
 QE0597.an estimated accuracy of +/- 6 seconds.
 QE0597
 QE0597.The orthometric height was determined by differential leveling
 QE0597.and adjusted in June 1991.
 QE0597
 QE0597.The geoid height was determined by GEOID03.
 QE0597
 QE0597.The dynamic height is computed by dividing the NAVD 88
 QE0597.geopotential number by the normal gravity value computed on the
 QE0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0597.degrees latitude (g = 980.6199 gals.).
 QE0597
 QE0597.The modeled gravity was interpolated from observed gravity values.
 QE0597
 QE0597;                    North         East    Units  Estimated Accuracy
 QE0597;SPC OR N     -   137,390.    2,268,580.      MT  (+/- 180 meters Scaled)
 QE0597
 QE0597                          SUPERSEDED SURVEY CONTROL
 QE0597
 QE0597  NGVD 29 (??/??/92)  115.980  (m)          380.51   (f) ADJ UNCH    2 0
 QE0597
 QE0597.Superseded values are not recommended for survey control.
 QE0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0597.See file dsdata.txt to determine how the superseded data were derived.
 QE0597
 QE0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ660680(NAD 83)
 QE0597_MARKER: DB = BENCH MARK DISK
 QE0597_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QE0597_SP_SET: RAIL
 QE0597_STAMPING: F 226 1934 380 1934
 QE0597_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0597
 QE0597  HISTORY     - Date     Condition        Report By
 QE0597  HISTORY     - 1934     MONUMENTED       CGS
 QE0597  HISTORY     - 1973     GOOD             USGS
 QE0597  HISTORY     - 1981     MARK NOT FOUND   LOCSUR
 QE0597
 QE0597                          STATION DESCRIPTION
 QE0597
 QE0597'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 QE0597'IN FALLS CITY.
 QE0597'AT FALLS CITY, IN THE E. PART OF TOWN.  ABOUT 110 FT S. OF CENTER LINE
 QE0597'OF MAIN RD. LEADING TO DALLAS. AT THE N. ENTRANCE TO THE HIGH SCHOOL
 QE0597'BUILDING, AND IN TOP OF THE W. CONC. PORCH RAIL.  ABOUT 4.2 FT ABOVE
 QE0597'AVERAGE GROUND AT BM.  A U.S. COAST AND GEODETIC SURVEY AND STATE
 QE0597'SURVEY DISK, STAMPED F 226 1934 380 1934.  NOTE-- DATE STAMPED TWICE.
 QE0597'CEMENTED IN TOP OF PORCH RAIL.
 QE0597
 QE0597                          STATION RECOVERY (1981)
 QE0597
 QE0597'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 QE0597'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0904 ***********************************************************************
 QE0904  DESIGNATION -  F 227
 QE0904  PID         -  QE0904
 QE0904  STATE/COUNTY-  OR/LINN
 QE0904  USGS QUAD   -  HALSEY (1969)
 QE0904
 QE0904                         *CURRENT SURVEY CONTROL
 QE0904  ___________________________________________________________________
 QE0904* NAD 83(1986)-  44 23 13.     (N)    123 06 38.     (W)     SCALED    
 QE0904* NAVD 88     -        86.483  (meters)     283.74   (feet)  ADJUSTED  
 QE0904  ___________________________________________________________________
 QE0904  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 QE0904  DYNAMIC HT  -          86.475 (meters)     283.71  (feet)  COMP
 QE0904  MODELED GRAV-     980,525.4   (mgal)                       NAVD 88
 QE0904
 QE0904  VERT ORDER  -  FIRST     CLASS II
 QE0904
 QE0904.The horizontal coordinates were scaled from a topographic map and have
 QE0904.an estimated accuracy of +/- 6 seconds.
 QE0904
 QE0904.The orthometric height was determined by differential leveling
 QE0904.and adjusted in June 1991.
 QE0904.WARNING-Repeat measurements at this control monument indicate possible
 QE0904.vertical movement.
 QE0904
 QE0904.The geoid height was determined by GEOID03.
 QE0904
 QE0904.The dynamic height is computed by dividing the NAVD 88
 QE0904.geopotential number by the normal gravity value computed on the
 QE0904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0904.degrees latitude (g = 980.6199 gals.).
 QE0904
 QE0904.The modeled gravity was interpolated from observed gravity values.
 QE0904
 QE0904;                    North         East    Units  Estimated Accuracy
 QE0904;SPC OR N     -    83,400.    2,292,020.      MT  (+/- 180 meters Scaled)
 QE0904
 QE0904                          SUPERSEDED SURVEY CONTROL
 QE0904
 QE0904  NGVD 29 (??/??/92)   85.481  (m)          280.45   (f) ADJ UNCH    1 2
 QE0904
 QE0904.Superseded values are not recommended for survey control.
 QE0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0904.See file dsdata.txt to determine how the superseded data were derived.
 QE0904
 QE0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ911148(NAD 83)
 QE0904_MARKER: DD = SURVEY DISK
 QE0904_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 QE0904+WITH SETTING: PAVEMENT
 QE0904_SP_SET: LANDING
 QE0904_STAMPING: F 227 1936
 QE0904_MARK LOGO: USE   
 QE0904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0904+STABILITY: SURFACE MOTION
 QE0904_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QE0904+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2006
 QE0904
 QE0904  HISTORY     - Date     Condition        Report By
 QE0904  HISTORY     - 1936     MONUMENTED       DOD
 QE0904  HISTORY     - 1943     GOOD             NGS
 QE0904  HISTORY     - 1972     MARK NOT FOUND   NGS
 QE0904  HISTORY     - 1985     GOOD             USPSQD
 QE0904  HISTORY     - 1987     GOOD             NGS
 QE0904  HISTORY     - 20060527 GOOD             USPSQD
 QE0904
 QE0904                          STATION DESCRIPTION
 QE0904
 QE0904'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QE0904'IN HALSEY.
 QE0904'IN THE NORTHWEST PART OF HALSEY, LINN COUNTY, SET IN THE TOP OF THE
 QE0904'NORTH END OF THE EAST STEPS TO THE UNION HIGH SCHOOL, 269 FEET WEST OF
 QE0904'THE CENTER LINE OF U.S. HIGHWAY 99E.
 QE0904
 QE0904                          STATION RECOVERY (1972)
 QE0904
 QE0904'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 QE0904'MARK NOT FOUND.
 QE0904
 QE0904                          STATION RECOVERY (1985)
 QE0904
 QE0904'RECOVERY NOTE BY US POWER SQUADRON 1985
 QE0904'SCHOOL IS NOW AN ELEMENTARY SCHOOL.
 QE0904
 QE0904                          STATION RECOVERY (1987)
 QE0904
 QE0904'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE0904'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  IN HASLEY, AT
 QE0904'THE INTERSECTION OF SECOND AND C STREETS, IN THE CENTER OF THE NORTH
 QE0904'EDGE OF THE CONCRETE LANDING AT THE SOUTHEAST ENTRANCE TO THE CENTRAL
 QE0904'LINN MIDDLE SCHOOL, 82.0 M (269.0 FT) WEST OF THE CENTERLINE OF
 QE0904'SECOND STREET, 34.5 M (113.2 FT) NORTH OF THE CENTER OF C STREET, AND
 QE0904'3.4 M (11.2 FT) NORTHEAST OF THE CENTER OF THE ENTRANCE.
 QE0904'THE MARK IS ABOVE LEVEL WITH THE STREETS.
 QE0904
 QE0904                          STATION RECOVERY (2006)
 QE0904
 QE0904'RECOVERY NOTE BY US POWER SQUADRON 2006
 QE0904'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0891 ***********************************************************************
 QD0891  DESIGNATION -  F 23
 QD0891  PID         -  QD0891
 QD0891  STATE/COUNTY-  OR/DESCHUTES
 QD0891  USGS QUAD   -  BEND (1981)
 QD0891
 QD0891                         *CURRENT SURVEY CONTROL
 QD0891  ___________________________________________________________________
 QD0891* NAD 83(1986)-  44 03 16.     (N)    121 15 50.     (W)     SCALED    
 QD0891* NAVD 88     -      1105.473  (meters)    3626.87   (feet)  ADJUSTED  
 QD0891  ___________________________________________________________________
 QD0891  GEOID HEIGHT-         -20.91  (meters)                     GEOID03
 QD0891  DYNAMIC HT  -        1105.036 (meters)    3625.44  (feet)  COMP
 QD0891  MODELED GRAV-     980,185.9   (mgal)                       NAVD 88
 QD0891
 QD0891  VERT ORDER  -  FIRST     CLASS II
 QD0891
 QD0891.The horizontal coordinates were scaled from a topographic map and have
 QD0891.an estimated accuracy of +/- 6 seconds.
 QD0891
 QD0891.The orthometric height was determined by differential leveling
 QD0891.and adjusted in June 1991.
 QD0891
 QD0891.The geoid height was determined by GEOID03.
 QD0891
 QD0891.The dynamic height is computed by dividing the NAVD 88
 QD0891.geopotential number by the normal gravity value computed on the
 QD0891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0891.degrees latitude (g = 980.6199 gals.).
 QD0891
 QD0891.The modeled gravity was interpolated from observed gravity values.
 QD0891
 QD0891;                    North         East    Units  Estimated Accuracy
 QD0891;SPC OR S     -   265,530.    1,438,790.      MT  (+/- 180 meters Scaled)
 QD0891
 QD0891                          SUPERSEDED SURVEY CONTROL
 QD0891
 QD0891  NGVD 29 (??/??/92) 1104.313  (m)         3623.07   (f) ADJ UNCH    1 2
 QD0891
 QD0891.Superseded values are not recommended for survey control.
 QD0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0891.See file dsdata.txt to determine how the superseded data were derived.
 QD0891
 QD0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP390793(NAD 83)
 QD0891_MARKER: DB = BENCH MARK DISK
 QD0891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD0891_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QD0891_STAMPING: F 23 1920
 QD0891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0891+STABILITY: SURFACE MOTION
 QD0891
 QD0891  HISTORY     - Date     Condition        Report By
 QD0891  HISTORY     - 1920     MONUMENTED       CGS
 QD0891  HISTORY     - 1959     MARK NOT FOUND   NGS
 QD0891
 QD0891                          STATION DESCRIPTION
 QD0891
 QD0891'DESCRIBED BY COAST AND GEODETIC SURVEY 1920
 QD0891'2.5 MI E FROM BEND.
 QD0891'BEND, ABOUT 2.5 MILES EAST OF AND 1 MILE EAST OF PILOT BUTTE, IN
 QD0891'CONCRETE POST, ABOUT 6 INCHES BELOW THE SURFACE OF THE SHOULDER, 14
 QD0891'FEET SOUTH OF CENTER LINE OF THE CENTRAL OREGON HIGHWAY AND 33 FEET
 QD0891'WEST OF THE CENTERLINE OF THE ARNOLD MARKET ROAD.
 QD0891
 QD0891                          STATION RECOVERY (1959)
 QD0891
 QD0891'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 QD0891'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0824 ***********************************************************************
 QD0824  DESIGNATION -  F 241
 QD0824  PID         -  QD0824
 QD0824  STATE/COUNTY-  OR/DESCHUTES
 QD0824  USGS QUAD   -  BEND (1981)
 QD0824
 QD0824                         *CURRENT SURVEY CONTROL
 QD0824  ___________________________________________________________________
 QD0824* NAD 83(1986)-  44 07 08.     (N)    121 17 19.     (W)     SCALED    
 QD0824* NAVD 88     -      1041.848  (meters)    3418.13   (feet)  ADJUSTED  
 QD0824  ___________________________________________________________________
 QD0824  GEOID HEIGHT-         -21.07  (meters)                     GEOID03
 QD0824  DYNAMIC HT  -        1041.451 (meters)    3416.83  (feet)  COMP
 QD0824  MODELED GRAV-     980,201.8   (mgal)                       NAVD 88
 QD0824
 QD0824  VERT ORDER  -  FIRST     CLASS II
 QD0824
 QD0824.The horizontal coordinates were scaled from a topographic map and have
 QD0824.an estimated accuracy of +/- 6 seconds.
 QD0824
 QD0824.The orthometric height was determined by differential leveling
 QD0824.and adjusted in June 1991.
 QD0824
 QD0824.The geoid height was determined by GEOID03.
 QD0824
 QD0824.The dynamic height is computed by dividing the NAVD 88
 QD0824.geopotential number by the normal gravity value computed on the
 QD0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0824.degrees latitude (g = 980.6199 gals.).
 QD0824
 QD0824.The modeled gravity was interpolated from observed gravity values.
 QD0824
 QD0824;                    North         East    Units  Estimated Accuracy
 QD0824;SPC OR S     -   272,710.    1,436,870.      MT  (+/- 180 meters Scaled)
 QD0824
 QD0824                          SUPERSEDED SURVEY CONTROL
 QD0824
 QD0824  NGVD 29 (??/??/92) 1040.693  (m)         3414.34   (f) ADJ UNCH    1 2
 QD0824
 QD0824.Superseded values are not recommended for survey control.
 QD0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0824.See file dsdata.txt to determine how the superseded data were derived.
 QD0824
 QD0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP369865(NAD 83)
 QD0824_MARKER: DD = SURVEY DISK
 QD0824_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 QD0824+WITH SETTING: PAVEMENT
 QD0824_SP_SET: SYPHON HEADWALL
 QD0824_STAMPING: F 241 1941
 QD0824_MARK LOGO: ORHD  
 QD0824_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0824_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QD0824+SATELLITE: SATELLITE OBSERVATIONS - July 12, 1988
 QD0824
 QD0824  HISTORY     - Date     Condition        Report By
 QD0824  HISTORY     - 1941     MONUMENTED       ORDT
 QD0824  HISTORY     - 1974     GOOD             NGS
 QD0824  HISTORY     - 19880712 GOOD             NGS
 QD0824
 QD0824                          STATION DESCRIPTION
 QD0824
 QD0824'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 QD0824'4.5 MI N FROM BEND.
 QD0824'REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 20, AND 97, WHICH IS 2 1/2
 QD0824'MILES NORTH OF BEND, GO NORTH ON U.S. HIGHWAY 97 FOR 1.8 MILES TO THE
 QD0824'BENCH MARK ON THE RIGHT, 0.3 MILE SOUTH OF MILEPOST NO. 133, 135 FEET
 QD0824'SOUTH OF A CONCRETE BRIDGE OVER THE SWALLEY CANAL, 45 FEET SOUTHWEST
 QD0824'OF A STILE ACROSS THE RIGHT-OF-WAY FENCE LINE, 20 FEET EAST OF THE
 QD0824'CENTER OF U.S. HIGHWAY 97, AND 2 FEET NORTH OF A METAL WITNESS POST
 QD0824'CEMENTED IN A DRILL HOLE AT THE SOUTHWEST CORNER OF A CONCRETE SYPHON
 QD0824'BOX.
 QD0824
 QD0824                          STATION RECOVERY (1988)
 QD0824
 QD0824'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QD0824'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  7.0 KM
 QD0824'(4.35 MI) NORTHERLY ALONG U.S. HIGHWAY 97 FROM THE SOUTH JUNCTION OF
 QD0824'U.S. HIGHWAY 20 IN BEND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1544 ***********************************************************************
 QD1544  DESIGNATION -  F 241 RESET
 QD1544  PID         -  QD1544
 QD1544  STATE/COUNTY-  OR/DESCHUTES
 QD1544  USGS QUAD   -  BEND (1981)
 QD1544
 QD1544                         *CURRENT SURVEY CONTROL
 QD1544  ___________________________________________________________________
 QD1544* NAD 83(1986)-  44 07 08.     (N)    121 17 20.     (W)     SCALED    
 QD1544* NAVD 88     -      1041.795  (meters)    3417.96   (feet)  ADJUSTED  
 QD1544  ___________________________________________________________________
 QD1544  GEOID HEIGHT-         -21.07  (meters)                     GEOID03
 QD1544  DYNAMIC HT  -        1041.398 (meters)    3416.65  (feet)  COMP
 QD1544  MODELED GRAV-     980,201.7   (mgal)                       NAVD 88
 QD1544
 QD1544  VERT ORDER  -  FIRST     CLASS II
 QD1544
 QD1544.The horizontal coordinates were scaled from a topographic map and have
 QD1544.an estimated accuracy of +/- 6 seconds.
 QD1544
 QD1544.The orthometric height was determined by differential leveling
 QD1544.and adjusted in June 1991.
 QD1544
 QD1544.The geoid height was determined by GEOID03.
 QD1544
 QD1544.The dynamic height is computed by dividing the NAVD 88
 QD1544.geopotential number by the normal gravity value computed on the
 QD1544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1544.degrees latitude (g = 980.6199 gals.).
 QD1544
 QD1544.The modeled gravity was interpolated from observed gravity values.
 QD1544
 QD1544;                    North         East    Units  Estimated Accuracy
 QD1544;SPC OR S     -   272,710.    1,436,850.      MT  (+/- 180 meters Scaled)
 QD1544
 QD1544                          SUPERSEDED SURVEY CONTROL
 QD1544
 QD1544.No superseded survey control is available for this station.
 QD1544
 QD1544_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP369865(NAD 83)
 QD1544_MARKER: DV = VERTICAL CONTROL DISK
 QD1544_SETTING: 66 = SET IN ROCK OUTCROP
 QD1544_SP_SET: IN A DRILL HOLE IN BEDROCK
 QD1544_STAMPING: F 241 ORHD RESET 1988
 QD1544_MARK LOGO: ORHD  
 QD1544_MAGNETIC: N = NO MAGNETIC MATERIAL
 QD1544_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QD1544+STABILITY: POSITION/ELEVATION WELL
 QD1544
 QD1544  HISTORY     - Date     Condition        Report By
 QD1544  HISTORY     - 1988     MONUMENTED       NGS
 QD1544  HISTORY     - 19880830 GOOD             NGS
 QD1544
 QD1544                          STATION DESCRIPTION
 QD1544
 QD1544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 QD1544'7.0 KM (4.35 MI) NORTHERLY ALONG U.S. HIGHWAY 97 FROM THE SOUTH
 QD1544'JUNCTION OF U.S. HIGHWAY 20 IN BEND, ON A LEDGE AT THE BASE OF AN
 QD1544'AREA OF OUTCROPPING BEDROCK, 28.5 M (93.5 FT) NORTHWEST OF THE
 QD1544'CENTERLINE OF THE HIGHWAY, 21.9 M (71.9 FT) WEST OF A CONCRETE SYPHON
 QD1544'BOX, 21.9 M (71.9 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 QD1544'DESCHUTES MEMORIAL CEMETERY OFFICE, 1.5 M (4.9 FT) WEST OF A WITNESS
 QD1544'POST, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1136 ***********************************************************************
 RD1136  DESIGNATION -  F 243
 RD1136  PID         -  RD1136
 RD1136  STATE/COUNTY-  OR/TILLAMOOK
 RD1136  USGS QUAD   -  JORDAN CREEK (1984)
 RD1136
 RD1136                         *CURRENT SURVEY CONTROL
 RD1136  ___________________________________________________________________
 RD1136* NAD 83(1986)-  45 32 49.     (N)    123 36 08.     (W)     SCALED    
 RD1136* NAVD 88     -       113.995  (meters)     374.00   (feet)  ADJUSTED  
 RD1136  ___________________________________________________________________
 RD1136  GEOID HEIGHT-         -20.84  (meters)                     GEOID03
 RD1136  DYNAMIC HT  -         114.004 (meters)     374.03  (feet)  COMP
 RD1136  MODELED GRAV-     980,694.0   (mgal)                       NAVD 88
 RD1136
 RD1136  VERT ORDER  -  SECOND    CLASS 0
 RD1136
 RD1136.The horizontal coordinates were scaled from a topographic map and have
 RD1136.an estimated accuracy of +/- 6 seconds.
 RD1136
 RD1136.The orthometric height was determined by differential leveling
 RD1136.and adjusted in June 1991.
 RD1136
 RD1136.The geoid height was determined by GEOID03.
 RD1136
 RD1136.The dynamic height is computed by dividing the NAVD 88
 RD1136.geopotential number by the normal gravity value computed on the
 RD1136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1136.degrees latitude (g = 980.6199 gals.).
 RD1136
 RD1136.The modeled gravity was interpolated from observed gravity values.
 RD1136
 RD1136;                    North         East    Units  Estimated Accuracy
 RD1136;SPC OR N     -   213,590.    2,257,820.      MT  (+/- 180 meters Scaled)
 RD1136
 RD1136                          SUPERSEDED SURVEY CONTROL
 RD1136
 RD1136  NGVD 29 (??/??/92)  112.942  (m)          370.54   (f) ADJ UNCH    2 0
 RD1136
 RD1136.Superseded values are not recommended for survey control.
 RD1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1136.See file dsdata.txt to determine how the superseded data were derived.
 RD1136
 RD1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR529438(NAD 83)
 RD1136_MARKER: DD = SURVEY DISK
 RD1136_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD1136_SP_SET: WALK
 RD1136_STAMPING: F 243 1937
 RD1136_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD1136
 RD1136  HISTORY     - Date     Condition        Report By
 RD1136  HISTORY     - 1937     MONUMENTED       ORDT
 RD1136  HISTORY     - 1962     GOOD             NGS
 RD1136  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 RD1136  HISTORY     - 19921025 MARK NOT FOUND   USPSQD
 RD1136
 RD1136                          STATION DESCRIPTION
 RD1136
 RD1136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RD1136'17.9 MI NE FROM TILLAMOOK.
 RD1136'REACHED FROM THE INTERSECTION OF U.S. HIGHWAY 101 AND STATE HIGHWAY 6
 RD1136'AT TILLAMOOK, GO NORTHEAST ALONG STATE HIGHWAY 6 FOR 17.9 MILES TO THE
 RD1136'HIGHWAY BRIDGE OVER JORDAN CREEK, SET IN THE CONCRETE WALK, NEAR THE
 RD1136'NORTHEAST CORNER OF THE BRIDGE.
 RD1136
 RD1136                          STATION RECOVERY (1990)
 RD1136
 RD1136'RECOVERY NOTE BY US POWER SQUADRON 1990 (KRN)
 RD1136'MARK NOT FOUND.
 RD1136
 RD1136                          STATION RECOVERY (1992)
 RD1136
 RD1136'RECOVERY NOTE BY US POWER SQUADRON 1992 (KRN)
 RD1136'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0719 ***********************************************************************
 QE0719  DESIGNATION -  F 244
 QE0719  PID         -  QE0719
 QE0719  STATE/COUNTY-  OR/POLK
 QE0719  USGS QUAD   -  MONMOUTH (1986)
 QE0719
 QE0719                         *CURRENT SURVEY CONTROL
 QE0719  ___________________________________________________________________
 QE0719* NAD 83(1986)-  44 51 02.     (N)    123 11 06.     (W)     SCALED    
 QE0719* NAVD 88     -        52.253  (meters)     171.43   (feet)  ADJUSTED  
 QE0719  ___________________________________________________________________
 QE0719  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 QE0719  DYNAMIC HT  -          52.251 (meters)     171.43  (feet)  COMP
 QE0719  MODELED GRAV-     980,573.9   (mgal)                       NAVD 88
 QE0719
 QE0719  VERT ORDER  -  SECOND    CLASS 0
 QE0719
 QE0719.The horizontal coordinates were scaled from a topographic map and have
 QE0719.an estimated accuracy of +/- 6 seconds.
 QE0719
 QE0719.The orthometric height was determined by differential leveling
 QE0719.and adjusted in June 1991.
 QE0719
 QE0719.The geoid height was determined by GEOID03.
 QE0719
 QE0719.The dynamic height is computed by dividing the NAVD 88
 QE0719.geopotential number by the normal gravity value computed on the
 QE0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0719.degrees latitude (g = 980.6199 gals.).
 QE0719
 QE0719.The modeled gravity was interpolated from observed gravity values.
 QE0719
 QE0719;                    North         East    Units  Estimated Accuracy
 QE0719;SPC OR N     -   135,080.    2,287,810.      MT  (+/- 180 meters Scaled)
 QE0719
 QE0719                          SUPERSEDED SURVEY CONTROL
 QE0719
 QE0719  NGVD 29 (??/??/92)   51.237  (m)          168.10   (f) ADJ UNCH    2 0
 QE0719
 QE0719.Superseded values are not recommended for survey control.
 QE0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0719.See file dsdata.txt to determine how the superseded data were derived.
 QE0719
 QE0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ853663(NAD 83)
 QE0719_MARKER: DD = SURVEY DISK
 QE0719_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QE0719_SP_SET: SIDEWALK
 QE0719_STAMPING: 167 F 244 1934
 QE0719_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0719_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QE0719+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2005
 QE0719
 QE0719  HISTORY     - Date     Condition        Report By
 QE0719  HISTORY     - 1934     MONUMENTED       ORGS
 QE0719  HISTORY     - 1968     GOOD             NGS
 QE0719  HISTORY     - 1990     GOOD             USPSQD
 QE0719  HISTORY     - 20040403 GOOD             USPSQD
 QE0719  HISTORY     - 20050929 GOOD             USPSQD
 QE0719
 QE0719                          STATION DESCRIPTION
 QE0719
 QE0719'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 QE0719'IN INDEPENDENCE.
 QE0719'NEAR THE INTERSECTION OF SECOND STREET AND MONMOUTH STREET, 200 FEET
 QE0719'EAST OF THE CENTER OF SECOND STREET, 32.5 FEET NORTH OF THE CENTER OF
 QE0719'MONMOUTH STREET, 8 FEET WEST OF THE CENTER OF THE ALLEY, 5.5 FEET
 QE0719'SOUTHEAST OF A LIGHT POLE AND 4 FEET SOUTHWEST OF POWER POLE NO.
 QE0719'284806 CEMENTED IN A DRILL HOLE IN THE NORTHEAST CORNER OF THE
 QE0719'SIDEWALK.
 QE0719
 QE0719                          STATION RECOVERY (1990)
 QE0719
 QE0719'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCB)
 QE0719'RECOVERED IN GOOD CONDITION.
 QE0719
 QE0719                          STATION RECOVERY (2004)
 QE0719
 QE0719'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 QE0719'RECOVERED IN GOOD CONDITION.
 QE0719
 QE0719                          STATION RECOVERY (2005)
 QE0719
 QE0719'RECOVERY NOTE BY US POWER SQUADRON 2005 (RH)
 QE0719'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0309 ***********************************************************************
 PC0309  DESIGNATION -  F 246
 PC0309  PID         -  PC0309
 PC0309  STATE/COUNTY-  OR/DOUGLAS
 PC0309  USGS QUAD   -  PUTNAM VALLEY (1987)
 PC0309
 PC0309                         *CURRENT SURVEY CONTROL
 PC0309  ___________________________________________________________________
 PC0309* NAD 83(1986)-  43 39 37.     (N)    123 25 06.     (W)     SCALED    
 PC0309* NAVD 88     -        80.368  (meters)     263.67   (feet)  ADJUSTED  
 PC0309  ___________________________________________________________________
 PC0309  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 PC0309  DYNAMIC HT  -          80.357 (meters)     263.64  (feet)  COMP
 PC0309  MODELED GRAV-     980,485.4   (mgal)                       NAVD 88
 PC0309
 PC0309  VERT ORDER  -  FIRST     CLASS II
 PC0309
 PC0309.The horizontal coordinates were scaled from a topographic map and have
 PC0309.an estimated accuracy of +/- 6 seconds.
 PC0309
 PC0309.The orthometric height was determined by differential leveling
 PC0309.and adjusted in June 1991.
 PC0309
 PC0309.The geoid height was determined by GEOID03.
 PC0309
 PC0309.The dynamic height is computed by dividing the NAVD 88
 PC0309.geopotential number by the normal gravity value computed on the
 PC0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0309.degrees latitude (g = 980.6199 gals.).
 PC0309
 PC0309.The modeled gravity was interpolated from observed gravity values.
 PC0309
 PC0309;                    North         East    Units  Estimated Accuracy
 PC0309;SPC OR S     -   225,560.    1,264,660.      MT  (+/- 180 meters Scaled)
 PC0309
 PC0309                          SUPERSEDED SURVEY CONTROL
 PC0309
 PC0309  NGVD 29 (??/??/92)   79.269  (m)          260.07   (f) ADJ UNCH    1 2
 PC0309
 PC0309.Superseded values are not recommended for survey control.
 PC0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0309.See file dsdata.txt to determine how the superseded data were derived.
 PC0309
 PC0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP662342(NAD 83)
 PC0309_MARKER: DD = SURVEY DISK
 PC0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PC0309_STAMPING: 251 F 246 1934
 PC0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0309+STABILITY: SURFACE MOTION
 PC0309
 PC0309  HISTORY     - Date     Condition        Report By
 PC0309  HISTORY     - 1934     MONUMENTED       ORGS
 PC0309  HISTORY     - 1961     MARK NOT FOUND   NGS
 PC0309
 PC0309                          STATION DESCRIPTION
 PC0309
 PC0309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 PC0309'5.4 MI W FROM DRAIN.
 PC0309'WAS 5.4 MILES WEST OF DRAIN, 35 FEET SOUTH OF THE CENTER LINE OF STATE
 PC0309'HIGHWAY 38, AT THE WEST FENCE OF THE JOSEPH PUTMAN D.L.C., ABOUT 50
 PC0309'FEET WEST OF THE EAST END OF A CUT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0614 ***********************************************************************
 PC0614  DESIGNATION -  F 247 172
 PC0614  PID         -  PC0614
 PC0614  STATE/COUNTY-  OR/DOUGLAS
 PC0614  USGS QUAD   -  ELKTON (1990)
 PC0614
 PC0614                         *CURRENT SURVEY CONTROL
 PC0614  ___________________________________________________________________
 PC0614* NAD 83(1986)-  43 39 10.     (N)    123 30 41.     (W)     SCALED    
 PC0614* NAVD 88     -        53.561  (meters)     175.72   (feet)  ADJUSTED  
 PC0614  ___________________________________________________________________
 PC0614  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 PC0614  DYNAMIC HT  -          53.553 (meters)     175.70  (feet)  COMP
 PC0614  MODELED GRAV-     980,470.7   (mgal)                       NAVD 88
 PC0614
 PC0614  VERT ORDER  -  FIRST     CLASS II
 PC0614
 PC0614.The horizontal coordinates were scaled from a topographic map and have
 PC0614.an estimated accuracy of +/- 6 seconds.
 PC0614
 PC0614.The orthometric height was determined by differential leveling
 PC0614.and adjusted in June 1991.
 PC0614
 PC0614.The geoid height was determined by GEOID03.
 PC0614
 PC0614.The dynamic height is computed by dividing the NAVD 88
 PC0614.geopotential number by the normal gravity value computed on the
 PC0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0614.degrees latitude (g = 980.6199 gals.).
 PC0614
 PC0614.The modeled gravity was interpolated from observed gravity values.
 PC0614
 PC0614;                    North         East    Units  Estimated Accuracy
 PC0614;SPC OR S     -   224,990.    1,257,130.      MT  (+/- 180 meters Scaled)
 PC0614
 PC0614                          SUPERSEDED SURVEY CONTROL
 PC0614
 PC0614  NGVD 29 (??/??/92)   52.465  (m)          172.13   (f) ADJ UNCH    1 2
 PC0614
 PC0614.Superseded values are not recommended for survey control.
 PC0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0614.See file dsdata.txt to determine how the superseded data were derived.
 PC0614
 PC0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP587334(NAD 83)
 PC0614_MARKER: DD = SURVEY DISK
 PC0614_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PC0614_SP_SET: SIDEWALK
 PC0614_STAMPING: 171 F 247 1932
 PC0614_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PC0614
 PC0614  HISTORY     - Date     Condition        Report By
 PC0614  HISTORY     - 1932     MONUMENTED       ORDT
 PC0614  HISTORY     - 1961     GOOD             NGS
 PC0614
 PC0614                          STATION DESCRIPTION
 PC0614
 PC0614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 PC0614'3.4 MI E FROM ELKTON.
 PC0614'REACHED FROM THE POST OFFICE AT ELKTON GO EAST ON STATE HIGHWAY 38 FOR
 PC0614'3.4 MILES TO A CONCRETE BRIDGE THAT IS OVER ELK CREEK AND ABOUT 250
 PC0614'FEET WEST OF THE WEST END OF A HIGHWAY TUNNEL, AT THE NORTHEAST CORNER
 PC0614'OF THE BRIDGE, IN THE SIDEWALK, AND ABOUT 2 INCHES FROM THE UPSTREAM
 PC0614'HANDRAIL POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0883 ***********************************************************************
 RC0883  DESIGNATION -  F 25
 RC0883  PID         -  RC0883
 RC0883  STATE/COUNTY-  OR/WASCO
 RC0883  USGS QUAD   -  PETERSBURG (1994)
 RC0883
 RC0883                         *CURRENT SURVEY CONTROL
 RC0883  ___________________________________________________________________
 RC0883* NAD 83(1986)-  45 36 40.     (N)    121 07 21.     (W)     SCALED    
 RC0883* NAVD 88     -        42.530  (meters)     139.53   (feet)  ADJUSTED  
 RC0883  ___________________________________________________________________
 RC0883  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 RC0883  DYNAMIC HT  -          42.530 (meters)     139.53  (feet)  COMP
 RC0883  MODELED GRAV-     980,601.0   (mgal)                       NAVD 88
 RC0883
 RC0883  VERT ORDER  -  FIRST     CLASS II
 RC0883
 RC0883.The horizontal coordinates were scaled from a topographic map and have
 RC0883.an estimated accuracy of +/- 6 seconds.
 RC0883
 RC0883.The orthometric height was determined by differential leveling
 RC0883.and adjusted in June 1991.
 RC0883
 RC0883.The geoid height was determined by GEOID03.
 RC0883
 RC0883.The dynamic height is computed by dividing the NAVD 88
 RC0883.geopotential number by the normal gravity value computed on the
 RC0883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0883.degrees latitude (g = 980.6199 gals.).
 RC0883
 RC0883.The modeled gravity was interpolated from observed gravity values.
 RC0883
 RC0883;                    North         East    Units  Estimated Accuracy
 RC0883;SPC OR N     -   216,260.    2,451,450.      MT  (+/- 180 meters Scaled)
 RC0883
 RC0883                          SUPERSEDED SURVEY CONTROL
 RC0883
 RC0883  NGVD 29 (??/??/92)   41.528  (m)          136.25   (f) ADJ UNCH    1 2
 RC0883
 RC0883.Superseded values are not recommended for survey control.
 RC0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0883.See file dsdata.txt to determine how the superseded data were derived.
 RC0883
 RC0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR463525(NAD 83)
 RC0883_MARKER: DB = BENCH MARK DISK
 RC0883_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RC0883_SP_SET: ABUTMENT
 RC0883_STAMPING: F 25 1921 ELEV. 136.092 FT
 RC0883_MARK LOGO: CGS   
 RC0883_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RC0883
 RC0883  HISTORY     - Date     Condition        Report By
 RC0883  HISTORY     - 1921     MONUMENTED       CGS
 RC0883  HISTORY     - 1968     GOOD             NGS
 RC0883  HISTORY     - 1987     GOOD             NGS
 RC0883
 RC0883                          STATION DESCRIPTION
 RC0883
 RC0883'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RC0883'3.3 MI NE FROM THE DALLES.
 RC0883'3.3 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 RC0883'AT THE DALLES, IN R13E T2N, SECTION 31, OPPOSITE THE SOUTHWEST END OF
 RC0883'RAILROAD BRIDGE 87.48 OVER FIFTEENMILE CREEK, ABOUT 135 FEET NORTHWEST
 RC0883'OF INTERSTATE HIGHWAY 80 N. BRIDGE, IN THE TOP AND 1.7 FEET NORTHWEST
 RC0883'OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE ABUTMENT OF FORMER MAIN
 RC0883'LINE RAILROAD BRIDGE OVER FIFTEENMILE CREEK, 29 FEET NORTHWEST OF THE
 RC0883'WEST CORNER OF BRIDGE 87.48, 35.0 FEET NORTHWEST OF THE NORTHWEST RAIL
 RC0883'OF THE NORTHWEST TRACK OF MAIN LINE, 8 FEET SOUTHEAST OF THE CENTER
 RC0883'LINE OF A ROAD ACROSS THE FORMER RAILROAD BRIDGE, ABOUT LEVEL WITH THE
 RC0883'ROAD, AND ABOUT 15 FEET LOWER THAN THE MAIN LINE OF THE RAILROAD.
 RC0883
 RC0883                          STATION RECOVERY (1987)
 RC0883
 RC0883'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RC0883'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.6 KM
 RC0883'(2.25 MI) EAST ALONG THIRD STREET FROM THE POST OFFICE IN THE DALLES,
 RC0883'THENCE 0.5 KM (0.30 MI) NORTH ALONG US HIGHWAY 197, THENCE 1.5 KM
 RC0883'(0.95 MI) EAST ALONG A FRONTAGE ROAD TO FIFTEEN MILE CREEK, IN THE
 RC0883'SOUTH CORNER OF A RAILROAD BRIDGE OVER THE CREEK, ABOUT 65 M
 RC0883'(213.3 FT) NORTHWEST OF THE ROAD CENTER, 5.48 M (18.0 FT) SOUTHEAST OF
 RC0883'THE SOUTHEAST RAIL OF THE RAILROAD, 0.54 M (1.8 FT) NORTHWEST OF THE
 RC0883'SOUTHEAST END OF THE SOUTHWEST ABUTMENT OF THE BRIDGE.
 RC0883'THE MARK IS 0.18 M BELOW THE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0419 ***********************************************************************
 PC0419  DESIGNATION -  F 253
 PC0419  PID         -  PC0419
 PC0419  STATE/COUNTY-  OR/DOUGLAS
 PC0419  USGS QUAD   -  DIXONVILLE (1987)
 PC0419
 PC0419                         *CURRENT SURVEY CONTROL
 PC0419  ___________________________________________________________________
 PC0419* NAD 83(1986)-  43 12 21.     (N)    123 14 28.     (W)     SCALED    
 PC0419* NAVD 88     -       179.012  (meters)     587.31   (feet)  ADJUSTED  
 PC0419  ___________________________________________________________________
 PC0419  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 PC0419  DYNAMIC HT  -         178.972 (meters)     587.18  (feet)  COMP
 PC0419  MODELED GRAV-     980,393.3   (mgal)                       NAVD 88
 PC0419
 PC0419  VERT ORDER  -  FIRST     CLASS II
 PC0419
 PC0419.The horizontal coordinates were scaled from a topographic map and have
 PC0419.an estimated accuracy of +/- 6 seconds.
 PC0419
 PC0419.The orthometric height was determined by differential leveling
 PC0419.and adjusted in June 1991.
 PC0419
 PC0419.The geoid height was determined by GEOID03.
 PC0419
 PC0419.The dynamic height is computed by dividing the NAVD 88
 PC0419.geopotential number by the normal gravity value computed on the
 PC0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0419.degrees latitude (g = 980.6199 gals.).
 PC0419
 PC0419.The modeled gravity was interpolated from observed gravity values.
 PC0419
 PC0419;                    North         East    Units  Estimated Accuracy
 PC0419;SPC OR S     -   174,620.    1,277,300.      MT  (+/- 180 meters Scaled)
 PC0419
 PC0419                          SUPERSEDED SURVEY CONTROL
 PC0419
 PC0419  NGVD 29 (??/??/92)  177.939  (m)          583.79   (f) ADJ UNCH    1 2
 PC0419
 PC0419.Superseded values are not recommended for survey control.
 PC0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0419.See file dsdata.txt to determine how the superseded data were derived.
 PC0419
 PC0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN804837(NAD 83)
 PC0419_MARKER: DB = BENCH MARK DISK
 PC0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PC0419_STAMPING: 583 F 253 1934
 PC0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0419+STABILITY: SURFACE MOTION
 PC0419
 PC0419  HISTORY     - Date     Condition        Report By
 PC0419  HISTORY     - 1934     MONUMENTED       CGS
 PC0419
 PC0419                          STATION DESCRIPTION
 PC0419
 PC0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PC0419'IN DIXONVILLE.
 PC0419'AT DIXONVILLE, DOUGLAS COUNTY, ABOUT 5.1 MILES EAST ALONG THE
 PC0419'ROSEBURG-DIXONVILLE COUNTY ROAD, FROM CITY LIMITS OF ROSEBURG, DOUGLAS
 PC0419'COUNTY, AT ROAD INTERSECTION, 1000 FEET EAST OF QUARTER SECTION CORNER
 PC0419'BETWEEN S C. 23 AND 24, T. 27 S., R.5 E., 100 FEET FROM NORTHWEST
 PC0419'CORNER OF COPCO SUBSTATION FENCE, 81 FEET SOUTH FROM SOUTHWEST CORNER
 PC0419'OF DIXONVILLE POSTOFFICE, 40 FEET SOUTH FROM CENTER LINE OF COUNTY
 PC0419'ROAD TO PEEL, 5 FEET SOUTH OF FENCE CORNER, AND 2 FEET WEST OF EAST
 PC0419'RIGHT OF WAY FENCE.  A STANDARD DISK, STAMPED 583 F 253 1934 AND SET
 PC0419'IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0521 ***********************************************************************
 QB0521  DESIGNATION -  F 254
 QB0521  PID         -  QB0521
 QB0521  STATE/COUNTY-  OR/BAKER
 QB0521  USGS QUAD   -  DURKEE (1988)
 QB0521
 QB0521                         *CURRENT SURVEY CONTROL
 QB0521  ___________________________________________________________________
 QB0521* NAD 83(1986)-  44 33 48.     (N)    117 25 55.     (W)     SCALED    
 QB0521* NAVD 88     -       790.697  (meters)    2594.15   (feet)  ADJUSTED  
 QB0521  ___________________________________________________________________
 QB0521  GEOID HEIGHT-         -16.92  (meters)                     GEOID03
 QB0521  DYNAMIC HT  -         790.449 (meters)    2593.33  (feet)  COMP
 QB0521  MODELED GRAV-     980,279.2   (mgal)                       NAVD 88
 QB0521
 QB0521  VERT ORDER  -  FIRST     CLASS II
 QB0521
 QB0521.The horizontal coordinates were scaled from a topographic map and have
 QB0521.an estimated accuracy of +/- 6 seconds.
 QB0521
 QB0521.The orthometric height was determined by differential leveling
 QB0521.and adjusted in June 1991.
 QB0521
 QB0521.The geoid height was determined by GEOID03.
 QB0521
 QB0521.The dynamic height is computed by dividing the NAVD 88
 QB0521.geopotential number by the normal gravity value computed on the
 QB0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0521.degrees latitude (g = 980.6199 gals.).
 QB0521
 QB0521.The modeled gravity was interpolated from observed gravity values.
 QB0521
 QB0521;                    North         East    Units  Estimated Accuracy
 QB0521;SPC OR N     -   104,270.    2,743,670.      MT  (+/- 180 meters Scaled)
 QB0521
 QB0521                          SUPERSEDED SURVEY CONTROL
 QB0521
 QB0521  NGVD 29 (??/??/92)  789.620  (m)         2590.61   (f) ADJ UNCH    1 2
 QB0521
 QB0521.Superseded values are not recommended for survey control.
 QB0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0521.See file dsdata.txt to determine how the superseded data were derived.
 QB0521
 QB0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK656345(NAD 83)
 QB0521_MARKER: DD = SURVEY DISK
 QB0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0521_STAMPING: F 254 1937 RPPT 38.10 1335+44.0 2591.1
 QB0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0521+STABILITY: SURFACE MOTION
 QB0521
 QB0521  HISTORY     - Date     Condition        Report By
 QB0521  HISTORY     - 1937     MONUMENTED       CGS
 QB0521  HISTORY     - 1966     GOOD             NGS
 QB0521
 QB0521                          STATION DESCRIPTION
 QB0521
 QB0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1937
 QB0521'2.1 MI SE FROM DURKEE.
 QB0521'ABOUT 2.1 MILES SOUTHEAST ALONG THE OREGON TRAIL (U.S. 30) FROM
 QB0521'DURKEE, BAKER COUNTY, ABOUT 36 FEET NORTHWEST OF UNION PACIFIC
 QB0521'RAILROAD MILEPOST 371, 33 FEET SOUTHWEST OF THE CENTER LINE OF THE
 QB0521'HIGHWAY AT SURVEY STATION 1335+44.0 AND NEAR A WHITE WOODEN WITNESS
 QB0521'POST.  AN OREGON STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED F 254
 QB0521'1937 RPPT 38.10 1335+44.0 2591.1 AND SET IN THE TOP OF A CONCRETE
 QB0521'POST.
 QB0521
 QB0521                          STATION RECOVERY (1966)
 QB0521
 QB0521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 QB0521'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0425 ***********************************************************************
 NZ0425  DESIGNATION -  F 255
 NZ0425  PID         -  NZ0425
 NZ0425  STATE/COUNTY-  OR/DOUGLAS
 NZ0425  USGS QUAD   -  CANYONVILLE (1986)
 NZ0425
 NZ0425                         *CURRENT SURVEY CONTROL
 NZ0425  ___________________________________________________________________
 NZ0425* NAD 83(1986)-  42 56 50.     (N)    123 19 27.     (W)     SCALED    
 NZ0425* NAVD 88     -       204.535  (meters)     671.05   (feet)  ADJUSTED  
 NZ0425  ___________________________________________________________________
 NZ0425  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 NZ0425  DYNAMIC HT  -         204.479 (meters)     670.86  (feet)  COMP
 NZ0425  MODELED GRAV-     980,339.8   (mgal)                       NAVD 88
 NZ0425
 NZ0425  VERT ORDER  -  SECOND    CLASS 0
 NZ0425
 NZ0425.The horizontal coordinates were scaled from a topographic map and have
 NZ0425.an estimated accuracy of +/- 6 seconds.
 NZ0425
 NZ0425.The orthometric height was determined by differential leveling
 NZ0425.and adjusted in June 1991.
 NZ0425
 NZ0425.The geoid height was determined by GEOID03.
 NZ0425
 NZ0425.The dynamic height is computed by dividing the NAVD 88
 NZ0425.geopotential number by the normal gravity value computed on the
 NZ0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0425.degrees latitude (g = 980.6199 gals.).
 NZ0425
 NZ0425.The modeled gravity was interpolated from observed gravity values.
 NZ0425
 NZ0425;                    North         East    Units  Estimated Accuracy
 NZ0425;SPC OR S     -   146,130.    1,269,580.      MT  (+/- 180 meters Scaled)
 NZ0425
 NZ0425                          SUPERSEDED SURVEY CONTROL
 NZ0425
 NZ0425  NGVD 29 (??/??/92)  203.514  (m)          667.70   (f) ADJ UNCH    2 0
 NZ0425
 NZ0425.Superseded values are not recommended for survey control.
 NZ0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0425.See file dsdata.txt to determine how the superseded data were derived.
 NZ0425
 NZ0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN735550(NAD 83)
 NZ0425_MARKER: DD = SURVEY DISK
 NZ0425_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NZ0425_SP_SET: PIER
 NZ0425_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NZ0425
 NZ0425  HISTORY     - Date     Condition        Report By
 NZ0425  HISTORY     - UNK      MONUMENTED       ORDT
 NZ0425  HISTORY     - 1968     MARK NOT FOUND   NGS
 NZ0425  HISTORY     - 1983     MARK NOT FOUND   USGS
 NZ0425
 NZ0425                          STATION DESCRIPTION
 NZ0425
 NZ0425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 NZ0425'3.1 MI NW FROM CANYONVILLE.
 NZ0425'3.1 MILES NORTHWEST ALONG U.S. HIGHWAY 99 FROM THE POST OFFICE AT
 NZ0425'CANYONVILLE, AT THE STEEL TRUSS BRIDGE OVER SOUTH UMPQUA RIVER, IN THE
 NZ0425'TOP OF THE SOUTHWEST CONCRETE PIER, 12.3 FEET SOUTHEAST OF THE CENTER
 NZ0425'LINE OF THE HIGHWAY AND ABOUT 3 FEET LOWER THAN THE HIGHWAY. NOTE-- A
 NZ0425'NEW BRIDGE HAS BEEN CONSTRUCTED AND THE OLD PIERS ARE STILL STANDING,
 NZ0425'BUT IT WOULD TAKE A LONG LADDER TO GET UP ON THE PIERS.
 NZ0425
 NZ0425                          STATION RECOVERY (1983)
 NZ0425
 NZ0425'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 NZ0425'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0760 ***********************************************************************
 NZ0760  DESIGNATION -  F 258
 NZ0760  PID         -  NZ0760
 NZ0760  STATE/COUNTY-  OR/JOSEPHINE
 NZ0760  USGS QUAD   -  GALICE (1989)
 NZ0760
 NZ0760                         *CURRENT SURVEY CONTROL
 NZ0760  ___________________________________________________________________
 NZ0760* NAD 83(1986)-  42 32 35.     (N)    123 30 13.     (W)     SCALED    
 NZ0760* NAVD 88     -       267.483  (meters)     877.57   (feet)  ADJUSTED  
 NZ0760  ___________________________________________________________________
 NZ0760  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 NZ0760  DYNAMIC HT  -         267.397 (meters)     877.28  (feet)  COMP
 NZ0760  MODELED GRAV-     980,295.0   (mgal)                       NAVD 88
 NZ0760
 NZ0760  VERT ORDER  -  SECOND    CLASS 0
 NZ0760
 NZ0760.The horizontal coordinates were scaled from a topographic map and have
 NZ0760.an estimated accuracy of +/- 6 seconds.
 NZ0760
 NZ0760.The orthometric height was determined by differential leveling
 NZ0760.and adjusted in June 1991.
 NZ0760
 NZ0760.The geoid height was determined by GEOID03.
 NZ0760
 NZ0760.The dynamic height is computed by dividing the NAVD 88
 NZ0760.geopotential number by the normal gravity value computed on the
 NZ0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0760.degrees latitude (g = 980.6199 gals.).
 NZ0760
 NZ0760.The modeled gravity was interpolated from observed gravity values.
 NZ0760
 NZ0760;                    North         East    Units  Estimated Accuracy
 NZ0760;SPC OR S     -   101,780.    1,253,340.      MT  (+/- 180 meters Scaled)
 NZ0760
 NZ0760                          SUPERSEDED SURVEY CONTROL
 NZ0760
 NZ0760  NGVD 29 (??/??/92)  266.473  (m)          874.25   (f) ADJ UNCH    2 0
 NZ0760
 NZ0760.Superseded values are not recommended for survey control.
 NZ0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0760.See file dsdata.txt to determine how the superseded data were derived.
 NZ0760
 NZ0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN586101(NAD 83)
 NZ0760_MARKER: DB = BENCH MARK DISK
 NZ0760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ0760_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NZ0760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0760+STABILITY: SURFACE MOTION
 NZ0760
 NZ0760  HISTORY     - Date     Condition        Report By
 NZ0760  HISTORY     - UNK      MONUMENTED       CGS
 NZ0760  HISTORY     - 1964     MARK NOT FOUND   NGS
 NZ0760  HISTORY     - 1985     MARK NOT FOUND   USGS
 NZ0760  HISTORY     - 1985     MARK NOT FOUND   USGS
 NZ0760  HISTORY     - 19850722 MARK NOT FOUND   USGS
 NZ0760
 NZ0760                          STATION DESCRIPTION
 NZ0760
 NZ0760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 NZ0760'6.2 MI NW FROM MERLIN.
 NZ0760'IT WAS TO HAVE BEEN 6.2 MILES NORTHWEST OF MERLIN ALONG THE ALMEDA
 NZ0760'ROAD, ABOUT 1,200 FEET NORTH OF THE ROGUE RIVER, 72 FEET EAST OF A
 NZ0760'32-INCH OAK TREE, AND 42 FEET SOUTH OF A 44-INCH OAK TREE, 51 FEET
 NZ0760'NORTH OF THE ROAD AND ABOUT 7 FEET ABOVE THE ROAD LEVEL.  A USC AND GS
 NZ0760'AND SS DISK SET IN A CONCRETE POST.  NOTE--THE ROAD HAS
 NZ0760'BEEN IMPROVED AT THIS MILEAGE AND THE MARK MAY BE UNDER THE FILL.
 NZ0760
 NZ0760                          STATION RECOVERY (1985)
 NZ0760
 NZ0760'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 NZ0760'MARK NOT FOUND.
 NZ0760
 NZ0760                          STATION RECOVERY (1985)
 NZ0760
 NZ0760'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 NZ0760'MARK NOT FOUND.
 NZ0760
 NZ0760                          STATION RECOVERY (1985)
 NZ0760
 NZ0760'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (ALM)
 NZ0760'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0372 ***********************************************************************
 RD0372  DESIGNATION -  F 260
 RD0372  PID         -  RD0372
 RD0372  STATE/COUNTY-  OR/MULTNOMAH
 RD0372  USGS QUAD   -  MOUNT TABOR (1990)
 RD0372
 RD0372                         *CURRENT SURVEY CONTROL
 RD0372  ___________________________________________________________________
 RD0372* NAD 83(1986)-  45 32 48.     (N)    122 32 14.     (W)     SCALED    
 RD0372* NAVD 88     -        65.785  (meters)     215.83   (feet)  POSTED    
 RD0372  ___________________________________________________________________
 RD0372  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 RD0372  DYNAMIC HT  -          65.780 (meters)     215.81  (feet)  COMP
 RD0372  MODELED GRAV-     980,612.5   (mgal)                       NAVD 88
 RD0372
 RD0372  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 RD0372
 RD0372.The horizontal coordinates were scaled from a topographic map and have
 RD0372.an estimated accuracy of +/- 6 seconds.
 RD0372
 RD0372.The orthometric height was determined by differential leveling
 RD0372.and adjusted by the  in 1992.
 RD0372.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 RD0372.rate of 1.1 thru 2.0 mm/km.
 RD0372
 RD0372.The geoid height was determined by GEOID03.
 RD0372
 RD0372.The dynamic height is computed by dividing the NAVD 88
 RD0372.geopotential number by the normal gravity value computed on the
 RD0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0372.degrees latitude (g = 980.6199 gals.).
 RD0372
 RD0372.The modeled gravity was interpolated from observed gravity values.
 RD0372
 RD0372;                    North         East    Units  Estimated Accuracy
 RD0372;SPC OR N     -   210,920.    2,340,940.      MT  (+/- 180 meters Scaled)
 RD0372
 RD0372                          SUPERSEDED SURVEY CONTROL
 RD0372
 RD0372  NGVD 29 (??/??/92)   64.727  (m)          212.36   (f) ADJ UNCH    1 2
 RD0372
 RD0372.Superseded values are not recommended for survey control.
 RD0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0372.See file dsdata.txt to determine how the superseded data were derived.
 RD0372
 RD0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER361437(NAD 83)
 RD0372_MARKER: DD = SURVEY DISK
 RD0372_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD0372_SP_SET: RETAINING WALL
 RD0372_STAMPING: F 260 1936
 RD0372_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0372
 RD0372  HISTORY     - Date     Condition        Report By
 RD0372  HISTORY     - 1936     MONUMENTED       ORDT
 RD0372  HISTORY     - 1941     GOOD             NGS
 RD0372  HISTORY     - 19940628 MARK NOT FOUND   USPSQD
 RD0372
 RD0372                          STATION DESCRIPTION
 RD0372
 RD0372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 RD0372'8 MI E FROM PORTLAND.
 RD0372'ABOUT 8 MILES EAST OF PORTLAND ON UNION PACIFIC RAILROAD.  NORTHWEST
 RD0372'CORNER OF RAILROAD VIADUCT OVER N.E. 122ND AVENUE.  IN RETAINING WALL.
 RD0372
 RD0372                          STATION RECOVERY (1994)
 RD0372
 RD0372'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD0372'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1532 ***********************************************************************
 RC1532  DESIGNATION -  F 263
 RC1532  PID         -  RC1532
 RC1532  STATE/COUNTY-  OR/MULTNOMAH
 RC1532  USGS QUAD   -  BONNEVILLE DAM (1994)
 RC1532
 RC1532                         *CURRENT SURVEY CONTROL
 RC1532  ___________________________________________________________________
 RC1532* NAD 83(1986)-  45 38 27.     (N)    121 55 48.     (W)     SCALED    
 RC1532* NAVD 88     -        30.242  (meters)      99.22   (feet)  ADJUSTED  
 RC1532  ___________________________________________________________________
 RC1532  GEOID HEIGHT-         -21.79  (meters)                     GEOID03
 RC1532  DYNAMIC HT  -          30.240 (meters)      99.21  (feet)  COMP
 RC1532  MODELED GRAV-     980,574.5   (mgal)                       NAVD 88
 RC1532
 RC1532  VERT ORDER  -  FIRST     CLASS II
 RC1532
 RC1532.The horizontal coordinates were scaled from a topographic map and have
 RC1532.an estimated accuracy of +/- 6 seconds.
 RC1532
 RC1532.The orthometric height was determined by differential leveling
 RC1532.and adjusted in June 1991.
 RC1532
 RC1532.The geoid height was determined by GEOID03.
 RC1532
 RC1532.The dynamic height is computed by dividing the NAVD 88
 RC1532.geopotential number by the normal gravity value computed on the
 RC1532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1532.degrees latitude (g = 980.6199 gals.).
 RC1532
 RC1532.The modeled gravity was interpolated from observed gravity values.
 RC1532
 RC1532;                    North         East    Units  Estimated Accuracy
 RC1532;SPC OR N     -   220,360.    2,388,530.      MT  (+/- 180 meters Scaled)
 RC1532
 RC1532                          SUPERSEDED SURVEY CONTROL
 RC1532
 RC1532  NGVD 29 (??/??/92)   29.223  (m)           95.88   (f) ADJ UNCH    1 2
 RC1532
 RC1532.Superseded values are not recommended for survey control.
 RC1532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1532.See file dsdata.txt to determine how the superseded data were derived.
 RC1532
 RC1532_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER833547(NAD 83)
 RC1532_MARKER: DD = SURVEY DISK
 RC1532_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RC1532_SP_SET: CULVERT
 RC1532_STAMPING: F 263 1940
 RC1532_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC1532
 RC1532  HISTORY     - Date     Condition        Report By
 RC1532  HISTORY     - 1940     MONUMENTED       USGS
 RC1532  HISTORY     - 1943     GOOD             ORDT
 RC1532  HISTORY     - 20040803 MARK NOT FOUND   USPSQD
 RC1532
 RC1532                          STATION DESCRIPTION
 RC1532
 RC1532'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1943
 RC1532'1.3 MI E FROM BONNEVILLE.
 RC1532'ABOUT 1.3 MILES EAST OF BONNEVILLE ON COLUMBIA RIVER HIGHWAY, ABOUT
 RC1532'1.2 MILES EAST OF BONNEVILLE STATION ON UNION PACIFIC RAILROAD,
 RC1532'NORTHEAST CORNER OF RAILROAD BRIDGE OVER EAGLE CREEK, TOP OF RETAINING
 RC1532'WALL, ABOUT 7 FEET NORTH OF TRACK.
 RC1532
 RC1532                          STATION RECOVERY (2004)
 RC1532
 RC1532'RECOVERY NOTE BY US POWER SQUADRON 2004
 RC1532'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0160 ***********************************************************************
 QE0160  DESIGNATION -  F 269
 QE0160  PID         -  QE0160
 QE0160  STATE/COUNTY-  OR/LINN
 QE0160  USGS QUAD   -  CASCADIA (1994)
 QE0160
 QE0160                         *CURRENT SURVEY CONTROL
 QE0160  ___________________________________________________________________
 QE0160* NAD 83(1986)-  44 23 48.     (N)    122 28 47.     (W)     SCALED    
 QE0160* NAVD 88     -       258.861  (meters)     849.28   (feet)  POSTED    
 QE0160  ___________________________________________________________________
 QE0160  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 QE0160  DYNAMIC HT  -         258.810 (meters)     849.11  (feet)  COMP
 QE0160  MODELED GRAV-     980,423.0   (mgal)                       NAVD 88
 QE0160
 QE0160  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 QE0160
 QE0160.The horizontal coordinates were scaled from a topographic map and have
 QE0160.an estimated accuracy of +/- 6 seconds.
 QE0160
 QE0160.The orthometric height was determined by differential leveling
 QE0160.and adjusted by the  in 1992.
 QE0160.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 QE0160.rate of 1.1 thru 2.0 mm/km.
 QE0160
 QE0160.The geoid height was determined by GEOID03.
 QE0160
 QE0160.The dynamic height is computed by dividing the NAVD 88
 QE0160.geopotential number by the normal gravity value computed on the
 QE0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0160.degrees latitude (g = 980.6199 gals.).
 QE0160
 QE0160.The modeled gravity was interpolated from observed gravity values.
 QE0160
 QE0160;                    North         East    Units  Estimated Accuracy
 QE0160;SPC OR N     -    83,050.    2,342,290.      MT  (+/- 180 meters Scaled)
 QE0160
 QE0160                          SUPERSEDED SURVEY CONTROL
 QE0160
 QE0160  NGVD 29 (??/??/92)  257.784  (m)          845.75   (f) ADJ UNCH    1 2
 QE0160
 QE0160.Superseded values are not recommended for survey control.
 QE0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0160.See file dsdata.txt to determine how the superseded data were derived.
 QE0160
 QE0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ414160(NAD 83)
 QE0160_MARKER: DD = SURVEY DISK
 QE0160_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QE0160_SP_SET: BRIDGE
 QE0160_STAMPING: 845 F 269 1932
 QE0160_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE0160
 QE0160  HISTORY     - Date     Condition        Report By
 QE0160  HISTORY     - 1932     MONUMENTED       ORDT
 QE0160  HISTORY     - 1963     GOOD             NGS
 QE0160
 QE0160                          STATION DESCRIPTION
 QE0160
 QE0160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 QE0160'0.4 MI NE FROM CASCADIA.
 QE0160'0.4 MILE NORTHEAST ALONG U.S. HIGHWAY 20 FROM THE CASCADIA SCHOOL, 16
 QE0160'FEET SOUTHEAST OF THE CENTER OF THE HIGHWAY AND 0.5 FOOT SOUTHWEST OF
 QE0160'THE NORTHEAST END OF THE SIDEWALK OF THE CONCRETE BRIDGE OVER DOBBIN
 QE0160'CREEK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1281 ***********************************************************************
 RD1281  DESIGNATION -  F 271
 RD1281  PID         -  RD1281
 RD1281  STATE/COUNTY-  OR/CLATSOP
 RD1281  USGS QUAD   -  SADDLE MTN (1984)
 RD1281
 RD1281                         *CURRENT SURVEY CONTROL
 RD1281  ___________________________________________________________________
 RD1281* NAD 83(1986)-  45 54 23.     (N)    123 43 10.     (W)     SCALED    
 RD1281* NAVD 88     -       253.829  (meters)     832.77   (feet)  ADJUSTED  
 RD1281  ___________________________________________________________________
 RD1281  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 RD1281  DYNAMIC HT  -         253.847 (meters)     832.83  (feet)  COMP
 RD1281  MODELED GRAV-     980,680.8   (mgal)                       NAVD 88
 RD1281
 RD1281  VERT ORDER  -  SECOND    CLASS 0
 RD1281
 RD1281.The horizontal coordinates were scaled from a topographic map and have
 RD1281.an estimated accuracy of +/- 6 seconds.
 RD1281
 RD1281.The orthometric height was determined by differential leveling
 RD1281.and adjusted in June 1991.
 RD1281
 RD1281.The geoid height was determined by GEOID03.
 RD1281
 RD1281.The dynamic height is computed by dividing the NAVD 88
 RD1281.geopotential number by the normal gravity value computed on the
 RD1281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1281.degrees latitude (g = 980.6199 gals.).
 RD1281
 RD1281.The modeled gravity was interpolated from observed gravity values.
 RD1281
 RD1281;                    North         East    Units  Estimated Accuracy
 RD1281;SPC OR N     -   253,870.    2,250,260.      MT  (+/- 180 meters Scaled)
 RD1281
 RD1281                          SUPERSEDED SURVEY CONTROL
 RD1281
 RD1281  NGVD 29 (??/??/92)  252.752  (m)          829.24   (f) ADJ UNCH    2 0
 RD1281
 RD1281.Superseded values are not recommended for survey control.
 RD1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1281.See file dsdata.txt to determine how the superseded data were derived.
 RD1281
 RD1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR441838(NAD 83)
 RD1281_MARKER: DD = SURVEY DISK
 RD1281_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD1281_SP_SET: CULVERT
 RD1281_STAMPING: F 271 1941
 RD1281_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD1281
 RD1281  HISTORY     - Date     Condition        Report By
 RD1281  HISTORY     - 1941     MONUMENTED       ORDT
 RD1281  HISTORY     - 1941     GOOD             NGS
 RD1281  HISTORY     - 1966     GOOD             NGS
 RD1281  HISTORY     - 1982     MARK NOT FOUND   USGS
 RD1281
 RD1281                          STATION DESCRIPTION
 RD1281
 RD1281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 RD1281'2.3 MI E FROM NECANICUM JUNCTION.
 RD1281'ABOUT 2.3 MILES EAST OF NECANICUM JUNCTION, ALONG THE WOLF CREEK
 RD1281'HIGHWAY, 75 FEET SOUTH OF SURVEY STATION 130, SOUTH END OF A CONCRETE
 RD1281'CULVERT IN THE TOP OF HEADWALL.  AN OSHD DISK SET.
 RD1281
 RD1281                          STATION RECOVERY (1966)
 RD1281
 RD1281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 RD1281'RECOVERED IN GOOD CONDITION.
 RD1281
 RD1281                          STATION RECOVERY (1982)
 RD1281
 RD1281'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 RD1281'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0905 ***********************************************************************
 QB0905  DESIGNATION -  F 273
 QB0905  PID         -  QB0905
 QB0905  STATE/COUNTY-  OR/BAKER
 QB0905  USGS QUAD   -  BAKER CITY (1994)
 QB0905
 QB0905                         *CURRENT SURVEY CONTROL
 QB0905  ___________________________________________________________________
 QB0905* NAD 83(1986)-  44 47 50.     (N)    117 49 05.     (W)     SCALED    
 QB0905* NAVD 88     -      1039.760  (meters)    3411.28   (feet)  ADJUSTED  
 QB0905  ___________________________________________________________________
 QB0905  GEOID HEIGHT-         -17.13  (meters)                     GEOID03
 QB0905  DYNAMIC HT  -        1039.422 (meters)    3410.17  (feet)  COMP
 QB0905  MODELED GRAV-     980,256.4   (mgal)                       NAVD 88
 QB0905
 QB0905  VERT ORDER  -  FIRST     CLASS II
 QB0905
 QB0905.The horizontal coordinates were scaled from a topographic map and have
 QB0905.an estimated accuracy of +/- 6 seconds.
 QB0905
 QB0905.The orthometric height was determined by differential leveling
 QB0905.and adjusted in June 1991.
 QB0905
 QB0905.The geoid height was determined by GEOID03.
 QB0905
 QB0905.The dynamic height is computed by dividing the NAVD 88
 QB0905.geopotential number by the normal gravity value computed on the
 QB0905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0905.degrees latitude (g = 980.6199 gals.).
 QB0905
 QB0905.The modeled gravity was interpolated from observed gravity values.
 QB0905
 QB0905;                    North         East    Units  Estimated Accuracy
 QB0905;SPC OR N     -   129,150.    2,712,150.      MT  (+/- 180 meters Scaled)
 QB0905
 QB0905                          SUPERSEDED SURVEY CONTROL
 QB0905
 QB0905  NGVD 29 (??/??/92) 1038.625  (m)         3407.56   (f) ADJ UNCH    1 2
 QB0905
 QB0905.Superseded values are not recommended for survey control.
 QB0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0905.See file dsdata.txt to determine how the superseded data were derived.
 QB0905
 QB0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK352607(NAD 83)
 QB0905_MARKER: DD = SURVEY DISK
 QB0905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0905_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0905_STAMPING: F 273 1941 RP PI 59+52.6 14.20
 QB0905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0905+STABILITY: SURFACE MOTION
 QB0905
 QB0905  HISTORY     - Date     Condition        Report By
 QB0905  HISTORY     - 1941     MONUMENTED       ORDT
 QB0905  HISTORY     - 1941     GOOD             NGS
 QB0905  HISTORY     - 1968     GOOD             NGS
 QB0905  HISTORY     - 19921101 MARK NOT FOUND   USGS-R
 QB0905
 QB0905                          STATION DESCRIPTION
 QB0905
 QB0905'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QB0905'1.7 MI N FROM BAKER.
 QB0905'ABOUT 1.7 MILES NORTH ALONG THE BAKER-HOMESTEAD HIGHWAY (OREGON 86)
 QB0905'FROM THE INTERSECTION OF BROADWAY AND MAIN STREET AT BAKER, BAKER
 QB0905'COUNTY, AT THE OUTSIDE OF A CURVE TO THE WEST, EAST OF AND OPPOSITE
 QB0905'THE INTERSECTION OF A SHORT GRAVEL ROAD LEADING TO A FARMHOUSE, 43
 QB0905'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, ACROSS THE HIGHWAY FROM
 QB0905'BENCH MARK E 273 (O.S.H.D.), DESCRIBED ABOVE, AND NEAR A WHITE WOODEN
 QB0905'WITNESS POST.  AN OREGON STATE HIGHWAY DEPARTMENT STANDARD DISK,
 QB0905'STAMPED F 273 1941 RP PI 59+52.6 14.20 AND SET IN THE TOP OF A
 QB0905'CONCRETE POST.
 QB0905
 QB0905                          STATION RECOVERY (1968)
 QB0905
 QB0905'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 QB0905'RECOVERED IN GOOD CONDITION.
 QB0905
 QB0905                          STATION RECOVERY (1992)
 QB0905
 QB0905'RECOVERY NOTE BY USGS ROCKY MOUNTAIN MAPPING CENTER 1992 (AJ)
 QB0905'EXTENSIVE ROAD CONSTRUCTION IN THE AREA
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1188 ***********************************************************************
 RD1188  DESIGNATION -  F 274
 RD1188  PID         -  RD1188
 RD1188  STATE/COUNTY-  OR/CLATSOP
 RD1188  USGS QUAD   -  SOAPSTONE LAKE (1985)
 RD1188
 RD1188                         *CURRENT SURVEY CONTROL
 RD1188  ___________________________________________________________________
 RD1188* NAD 83(1986)-  45 48 04.     (N)    123 47 48.     (W)     SCALED    
 RD1188* NAVD 88     -        42.278  (meters)     138.71   (feet)  ADJUSTED  
 RD1188  ___________________________________________________________________
 RD1188  GEOID HEIGHT-         -21.99  (meters)                     GEOID03
 RD1188  DYNAMIC HT  -          42.282 (meters)     138.72  (feet)  COMP
 RD1188  MODELED GRAV-     980,709.9   (mgal)                       NAVD 88
 RD1188
 RD1188  VERT ORDER  -  FIRST     CLASS II
 RD1188
 RD1188.The horizontal coordinates were scaled from a topographic map and have
 RD1188.an estimated accuracy of +/- 6 seconds.
 RD1188
 RD1188.The orthometric height was determined by differential leveling
 RD1188.and adjusted in June 1991.
 RD1188
 RD1188.The geoid height was determined by GEOID03.
 RD1188
 RD1188.The dynamic height is computed by dividing the NAVD 88
 RD1188.geopotential number by the normal gravity value computed on the
 RD1188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1188.degrees latitude (g = 980.6199 gals.).
 RD1188
 RD1188.The modeled gravity was interpolated from observed gravity values.
 RD1188
 RD1188;                    North         East    Units  Estimated Accuracy
 RD1188;SPC OR N     -   242,420.    2,243,800.      MT  (+/- 180 meters Scaled)
 RD1188
 RD1188                          SUPERSEDED SURVEY CONTROL
 RD1188
 RD1188  NGVD 29 (??/??/92)   41.207  (m)          135.19   (f) ADJ UNCH    1 2
 RD1188
 RD1188.Superseded values are not recommended for survey control.
 RD1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1188.See file dsdata.txt to determine how the superseded data were derived.
 RD1188
 RD1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR380722(NAD 83)
 RD1188_MARKER: DD = SURVEY DISK
 RD1188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD1188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD1188_STAMPING: F 274 1940
 RD1188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD1188+STABILITY: SURFACE MOTION
 RD1188
 RD1188  HISTORY     - Date     Condition        Report By
 RD1188  HISTORY     - 1940     MONUMENTED       ORHD
 RD1188  HISTORY     - 1966     MARK NOT FOUND   NGS
 RD1188  HISTORY     - 1987     MARK NOT FOUND   NGS
 RD1188
 RD1188                          STATION DESCRIPTION
 RD1188
 RD1188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 RD1188'8.4 MI N FROM MOHLER.
 RD1188'22.6 MILES SOUTHEAST ALONG SUNSET HIGHWAY (OREGON 2) AND STATE HIGHWAY
 RD1188'53 FROM SEASIDE, CLATSOP COUNTY, ABOUT 2 MILES NORTH OF THE
 RD1188'CLATSOP-TILLAMOOK COUNTY LINE, AT THE EDGE OF HEAVY BRUSH, AT THE
 RD1188'SOUTH END OF AN OREGON STATE HIGHWAY DEPARTMENT STOCKPILE SITE, 40
 RD1188'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND AT A WHITE WOODEN
 RD1188'WITNESS POST.  AN OREGON STATE HIGHWAY DEPARTMENT STANDARD DISK,
 RD1188'STAMPED F 274 1940 AND SET IN THE TOP OF A CONCRETE POST.
 RD1188
 RD1188                          STATION RECOVERY (1987)
 RD1188
 RD1188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD1188'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0961 ***********************************************************************
 QB0961  DESIGNATION -  F 275
 QB0961  PID         -  QB0961
 QB0961  STATE/COUNTY-  OR/BAKER
 QB0961  USGS QUAD   -  VIRTUE FLAT (1994)
 QB0961
 QB0961                         *CURRENT SURVEY CONTROL
 QB0961  ___________________________________________________________________
 QB0961* NAD 83(1986)-  44 48 28.     (N)    117 43 52.     (W)     SCALED    
 QB0961* NAVD 88     -      1112.184  (meters)    3648.89   (feet)  ADJUSTED  
 QB0961  ___________________________________________________________________
 QB0961  GEOID HEIGHT-         -17.02  (meters)                     GEOID03
 QB0961  DYNAMIC HT  -        1111.839 (meters)    3647.76  (feet)  COMP
 QB0961  MODELED GRAV-     980,268.8   (mgal)                       NAVD 88
 QB0961
 QB0961  VERT ORDER  -  SECOND    CLASS 0
 QB0961
 QB0961.The horizontal coordinates were scaled from a topographic map and have
 QB0961.an estimated accuracy of +/- 6 seconds.
 QB0961
 QB0961.The orthometric height was determined by differential leveling
 QB0961.and adjusted in June 1991.
 QB0961.WARNING-Repeat measurements at this control monument indicate possible
 QB0961.vertical movement.
 QB0961
 QB0961.The geoid height was determined by GEOID03.
 QB0961
 QB0961.The dynamic height is computed by dividing the NAVD 88
 QB0961.geopotential number by the normal gravity value computed on the
 QB0961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0961.degrees latitude (g = 980.6199 gals.).
 QB0961
 QB0961.The modeled gravity was interpolated from observed gravity values.
 QB0961
 QB0961;                    North         East    Units  Estimated Accuracy
 QB0961;SPC OR N     -   130,560.    2,718,990.      MT  (+/- 180 meters Scaled)
 QB0961
 QB0961                          SUPERSEDED SURVEY CONTROL
 QB0961
 QB0961  NGVD 29 (??/??/92) 1111.069  (m)         3645.23   (f) ADJ UNCH    2 0
 QB0961
 QB0961.Superseded values are not recommended for survey control.
 QB0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0961.See file dsdata.txt to determine how the superseded data were derived.
 QB0961
 QB0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK421618(NAD 83)
 QB0961_MARKER: DD = SURVEY DISK
 QB0961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0961_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0961_STAMPING: F 275 1941 PI 321+99.5
 QB0961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0961+STABILITY: SURFACE MOTION
 QB0961
 QB0961  HISTORY     - Date     Condition        Report By
 QB0961  HISTORY     - 1941     MONUMENTED       ORDT
 QB0961  HISTORY     - 1945     GOOD             NGS
 QB0961  HISTORY     - 19930201 MARK NOT FOUND   USGS-R
 QB0961
 QB0961                          STATION DESCRIPTION
 QB0961
 QB0961'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 QB0961'7.0 MI E FROM BAKER.
 QB0961'7.0 MILES EAST ALONG STATE HIGHWAY NO. 86 FROM THE POST OFFICE AT
 QB0961'BAKER, SET IN TOP OF CONCRETE POST FLUSH WITH GROUND, OPPOSITE
 QB0961'APPROACH ROAD TO FLAGSTAFF MINE, AT POINT OF INTERSECTION OF BACKWARD
 QB0961'AND FORWARD TANGENTS TO 2 DEG CURVE LEFT, 10 FEET SOUTH OF BORROW PIT
 QB0961'CUT BANK, 72 FEET SOUTH OF CENTERLINE OF HIGHWAY, FIELD ELEVATION
 QB0961'3645.53 FEET BY OSHD, 1.5 FEET NORTH OF REFERENCE POST.
 QB0961
 QB0961                          STATION RECOVERY (1993)
 QB0961
 QB0961'RECOVERY NOTE BY USGS ROCKY MOUNTAIN MAPPING CENTER 1993 (AJ)
 QB0961'EXTENSIVE CONSTRUCTION IN THE AREA
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0316 ***********************************************************************
 RC0316  DESIGNATION -  F 276
 RC0316  PID         -  RC0316
 RC0316  STATE/COUNTY-  OR/GILLIAM
 RC0316  USGS QUAD   -  CONDON (1987)
 RC0316
 RC0316                         *CURRENT SURVEY CONTROL
 RC0316  ___________________________________________________________________
 RC0316* NAD 83(1986)-  45 13 55.     (N)    120 08 51.     (W)     SCALED    
 RC0316* NAVD 88     -       846.445  (meters)    2777.05   (feet)  ADJUSTED  
 RC0316  ___________________________________________________________________
 RC0316  GEOID HEIGHT-         -20.48  (meters)                     GEOID03
 RC0316  DYNAMIC HT  -         846.285 (meters)    2776.52  (feet)  COMP
 RC0316  MODELED GRAV-     980,399.3   (mgal)                       NAVD 88
 RC0316
 RC0316  VERT ORDER  -  SECOND    CLASS 0
 RC0316
 RC0316.The horizontal coordinates were scaled from a topographic map and have
 RC0316.an estimated accuracy of +/- 6 seconds.
 RC0316
 RC0316.The orthometric height was determined by differential leveling
 RC0316.and adjusted in June 1991.
 RC0316
 RC0316.The geoid height was determined by GEOID03.
 RC0316
 RC0316.The dynamic height is computed by dividing the NAVD 88
 RC0316.geopotential number by the normal gravity value computed on the
 RC0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0316.degrees latitude (g = 980.6199 gals.).
 RC0316
 RC0316.The modeled gravity was interpolated from observed gravity values.
 RC0316
 RC0316;                    North         East    Units  Estimated Accuracy
 RC0316;SPC OR N     -   174,000.    2,527,680.      MT  (+/- 180 meters Scaled)
 RC0316
 RC0316                          SUPERSEDED SURVEY CONTROL
 RC0316
 RC0316  NGVD 29 (??/??/92)  845.358  (m)         2773.48   (f) ADJ UNCH    2 0
 RC0316
 RC0316.Superseded values are not recommended for survey control.
 RC0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0316.See file dsdata.txt to determine how the superseded data were derived.
 RC0316
 RC0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGR239126(NAD 83)
 RC0316_MARKER: DD = SURVEY DISK
 RC0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC0316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC0316_STAMPING: F 276 1939 2773.6
 RC0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0316+STABILITY: SURFACE MOTION
 RC0316
 RC0316  HISTORY     - Date     Condition        Report By
 RC0316  HISTORY     - 1939     MONUMENTED       ORDT
 RC0316  HISTORY     - 1962     GOOD             NGS
 RC0316
 RC0316                          STATION DESCRIPTION
 RC0316
 RC0316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RC0316'1.8 MI E FROM CONDON.
 RC0316'REACHED FROM THE POST OFFICE AT CONDON GO EAST ON STATE HIGHWAY 206
 RC0316'FOR 1.8 MILE TO A CURVE IN THE HIGHWAY, 32 FEET NORTH OF THE CENTER
 RC0316'LINE OF THE HIGHWAY AND ABOUT 1 FOOT LOWER, 3 FEET SOUTH OF THE NORTH
 RC0316'RIGHT OF WAY FENCE, 11 FEET WEST OF A METAL FENCE CORNER POST, 27 FEET
 RC0316'WEST OF A TELEPHONE POLE THAT IS GUYED, AND 1 FOOT EAST OF A WITNESS
 RC0316'POST.  TOP OF POST IS ABOUT 6-INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0545 ***********************************************************************
 NY0545  DESIGNATION -  F 277
 NY0545  PID         -  NY0545
 NY0545  STATE/COUNTY-  OR/KLAMATH
 NY0545  USGS QUAD   -  CHILOQUIN (1988)
 NY0545
 NY0545                         *CURRENT SURVEY CONTROL
 NY0545  ___________________________________________________________________
 NY0545* NAD 83(1986)-  42 36 24.     (N)    121 47 19.     (W)     SCALED    
 NY0545* NAVD 88     -      1332.945  (meters)    4373.17   (feet)  ADJUSTED  
 NY0545  ___________________________________________________________________
 NY0545  GEOID HEIGHT-         -22.20  (meters)                     GEOID03
 NY0545  DYNAMIC HT  -        1332.180 (meters)    4370.66  (feet)  COMP
 NY0545  MODELED GRAV-     980,000.4   (mgal)                       NAVD 88
 NY0545
 NY0545  VERT ORDER  -  SECOND    CLASS 0
 NY0545
 NY0545.The horizontal coordinates were scaled from a topographic map and have
 NY0545.an estimated accuracy of +/- 6 seconds.
 NY0545
 NY0545.The orthometric height was determined by differential leveling
 NY0545.and adjusted in June 1991.
 NY0545
 NY0545.The geoid height was determined by GEOID03.
 NY0545
 NY0545.The dynamic height is computed by dividing the NAVD 88
 NY0545.geopotential number by the normal gravity value computed on the
 NY0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0545.degrees latitude (g = 980.6199 gals.).
 NY0545
 NY0545.The modeled gravity was interpolated from observed gravity values.
 NY0545
 NY0545;                    North         East    Units  Estimated Accuracy
 NY0545;SPC OR S     -   105,230.    1,394,270.      MT  (+/- 180 meters Scaled)
 NY0545
 NY0545                          SUPERSEDED SURVEY CONTROL
 NY0545
 NY0545  NGVD 29 (??/??/92) 1331.810  (m)         4369.45   (f) ADJ UNCH    2 0
 NY0545
 NY0545.Superseded values are not recommended for survey control.
 NY0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0545.See file dsdata.txt to determine how the superseded data were derived.
 NY0545
 NY0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN993178(NAD 83)
 NY0545_MARKER: DB = BENCH MARK DISK
 NY0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0545_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NY0545_STAMPING: 4369 F 277 1934
 NY0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0545+STABILITY: SURFACE MOTION
 NY0545
 NY0545  HISTORY     - Date     Condition        Report By
 NY0545  HISTORY     - 1934     MONUMENTED       ORGS
 NY0545
 NY0545                          STATION DESCRIPTION
 NY0545
 NY0545'DESCRIBED BY OREGON GEODETIC SURVEY 1934
 NY0545'4.9 MI NE FROM CHILOQUIN.
 NY0545'ABOUT 4.9 MILES NORTHEAST ALONG THE SPRAGUE RIVER ROAD FROM THE
 NY0545'SOUTHERN PACIFIC CO. RAILROAD STATION AT CHILOQUIN, KLAMATH COUNTY,
 NY0545'ABOUT 100 FEET WEST OF THE CENTER LINE OF A ROAD LEADING NORTH TO
 NY0545'APPLEGATE BUTTE AND KIRK, ON THE SUMMIT OF A HILL, 49 FEET NORTH OF
 NY0545'THE CENTER LINE OF THE MAIN ROAD, AND 2 FEET WEST OF A WHITE WOODEN
 NY0545'WITNESS POST.  A STATE SURVEY STANDARD DISK, STAMPED 4369 F 277 1934
 NY0545'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE
 NY0545'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0741 ***********************************************************************
 RD0741  DESIGNATION -  F 283
 RD0741  PID         -  RD0741
 RD0741  STATE/COUNTY-  OR/TILLAMOOK
 RD0741  USGS QUAD   -  JORDAN CREEK (1984)
 RD0741
 RD0741                         *CURRENT SURVEY CONTROL
 RD0741  ___________________________________________________________________
 RD0741* NAD 83(1986)-  45 35 22.     (N)    123 32 08.     (W)     SCALED    
 RD0741* NAVD 88     -       177.240  (meters)     581.49   (feet)  ADJUSTED  
 RD0741  ___________________________________________________________________
 RD0741  GEOID HEIGHT-         -20.65  (meters)                     GEOID03
 RD0741  DYNAMIC HT  -         177.254 (meters)     581.54  (feet)  COMP
 RD0741  MODELED GRAV-     980,689.2   (mgal)                       NAVD 88
 RD0741
 RD0741  VERT ORDER  -  SECOND    CLASS 0
 RD0741
 RD0741.The horizontal coordinates were scaled from a topographic map and have
 RD0741.an estimated accuracy of +/- 6 seconds.
 RD0741
 RD0741.The orthometric height was determined by differential leveling
 RD0741.and adjusted in June 1991.
 RD0741
 RD0741.The geoid height was determined by GEOID03.
 RD0741
 RD0741.The dynamic height is computed by dividing the NAVD 88
 RD0741.geopotential number by the normal gravity value computed on the
 RD0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0741.degrees latitude (g = 980.6199 gals.).
 RD0741
 RD0741.The modeled gravity was interpolated from observed gravity values.
 RD0741
 RD0741;                    North         East    Units  Estimated Accuracy
 RD0741;SPC OR N     -   218,110.    2,263,200.      MT  (+/- 180 meters Scaled)
 RD0741
 RD0741                          SUPERSEDED SURVEY CONTROL
 RD0741
 RD0741  NGVD 29 (??/??/92)  176.183  (m)          578.03   (f) ADJ UNCH    2 0
 RD0741
 RD0741.Superseded values are not recommended for survey control.
 RD0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0741.See file dsdata.txt to determine how the superseded data were derived.
 RD0741
 RD0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR582485(NAD 83)
 RD0741_MARKER: DD = SURVEY DISK
 RD0741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0741_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0741_STAMPING: F 283 1939
 RD0741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0741+STABILITY: SURFACE MOTION
 RD0741
 RD0741  HISTORY     - Date     Condition        Report By
 RD0741  HISTORY     - 1939     MONUMENTED       ORDT
 RD0741  HISTORY     - 1962     MARK NOT FOUND   NGS
 RD0741  HISTORY     - 1982     MARK NOT FOUND   USGS
 RD0741  HISTORY     - 19921025 MARK NOT FOUND   USPSQD
 RD0741
 RD0741                          STATION DESCRIPTION
 RD0741
 RD0741'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RD0741'15.3 MI SW FROM GLENWOOD.
 RD0741'WAS 15.3 MILES SOUTHWEST ALONG STATE HIGHWAY 6 FROM THE POST OFFICE AT
 RD0741'GLENWOOD, 60 FEET WEST OF HIGHWAY BRIDGE OVER WILSON RIVER, AND 40
 RD0741'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY.
 RD0741
 RD0741                          STATION RECOVERY (1982)
 RD0741
 RD0741'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 RD0741'MARK NOT FOUND.
 RD0741
 RD0741                          STATION RECOVERY (1992)
 RD0741
 RD0741'RECOVERY NOTE BY US POWER SQUADRON 1992 (KRN)
 RD0741'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0529 ***********************************************************************
 OA0529  DESIGNATION -  F 286
 OA0529  PID         -  OA0529
 OA0529  STATE/COUNTY-  OR/COOS
 OA0529  USGS QUAD   -  CHARLESTON (1970)
 OA0529
 OA0529                         *CURRENT SURVEY CONTROL
 OA0529  ___________________________________________________________________
 OA0529* NAD 83(1986)-  43 20 31.     (N)    124 20 12.     (W)     SCALED    
 OA0529* NAVD 88     -        38.764  (meters)     127.18   (feet)  POSTED    
 OA0529  ___________________________________________________________________
 OA0529  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 OA0529  DYNAMIC HT  -          38.760 (meters)     127.17  (feet)  COMP
 OA0529  MODELED GRAV-     980,444.8   (mgal)                       NAVD 88
 OA0529
 OA0529  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 OA0529
 OA0529.The horizontal coordinates were scaled from a topographic map and have
 OA0529.an estimated accuracy of +/- 6 seconds.
 OA0529
 OA0529.The orthometric height was determined by differential leveling
 OA0529.and adjusted by the  in 1992.
 OA0529.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 OA0529.was located on a no-check spur therefore a value was not computed.
 OA0529.No vertical observational check was made to the station.
 OA0529
 OA0529.The geoid height was determined by GEOID03.
 OA0529
 OA0529.The dynamic height is computed by dividing the NAVD 88
 OA0529.geopotential number by the normal gravity value computed on the
 OA0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0529.degrees latitude (g = 980.6199 gals.).
 OA0529
 OA0529.The modeled gravity was interpolated from observed gravity values.
 OA0529
 OA0529;                    North         East    Units  Estimated Accuracy
 OA0529;SPC OR S     -   193,220.    1,189,040.      MT  (+/- 180 meters Scaled)
 OA0529
 OA0529                          SUPERSEDED SURVEY CONTROL
 OA0529
 OA0529  NGVD 29 (??/??/92)   37.633  (m)          123.47   (f) ADJ UNCH    1 2
 OA0529
 OA0529.Superseded values are not recommended for survey control.
 OA0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0529.See file dsdata.txt to determine how the superseded data were derived.
 OA0529
 OA0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN916996(NAD 83)
 OA0529_MARKER: DD = SURVEY DISK
 OA0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA0529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OA0529_STAMPING: 123.0 F 286 1939
 OA0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0529+STABILITY: SURFACE MOTION
 OA0529
 OA0529  HISTORY     - Date     Condition        Report By
 OA0529  HISTORY     - 1939     MONUMENTED       ORDT
 OA0529  HISTORY     - 1969     GOOD             NGS
 OA0529  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 OA0529  HISTORY     - 19940624 MARK NOT FOUND   USPSQD
 OA0529  HISTORY     - 20010929 MARK NOT FOUND   USPSQD
 OA0529
 OA0529                          STATION DESCRIPTION
 OA0529
 OA0529'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1939
 OA0529'0.7 MI SW FROM CHARLESTON.
 OA0529'0.7 MILE SOUTHWEST ALONG THE CAPE ARAGO HIGHWAY FROM CHARLESTON, COOS
 OA0529'COUNTY, ABOUT 200 FEET EAST OF A ROAD LEADING TO COOS HEAD PARK, 30
 OA0529'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND AT A WHITE WOODEN
 OA0529'POST STENCILED U.S.B.M.  AN OREGON STATE HIGHWAY DEPARTMENT STANDARD
 OA0529'DISK, STAMPED 123.0 F 286 1939 AND SET IN THE TOP OF A CONCRETE POST.
 OA0529
 OA0529                          STATION RECOVERY (1969)
 OA0529
 OA0529'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 OA0529'RECOVERED IN GOOD CONDITION.
 OA0529
 OA0529                          STATION RECOVERY (1984)
 OA0529
 OA0529'RECOVERY NOTE BY US POWER SQUADRON 1984
 OA0529'MARK NOT FOUND.
 OA0529
 OA0529                          STATION RECOVERY (1994)
 OA0529
 OA0529'RECOVERY NOTE BY US POWER SQUADRON 1994
 OA0529'MARK NOT FOUND.
 OA0529
 OA0529                          STATION RECOVERY (2001)
 OA0529
 OA0529'RECOVERY NOTE BY US POWER SQUADRON 2001 (EHR)
 OA0529'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0184 ***********************************************************************
 NY0184  DESIGNATION -  F 287
 NY0184  PID         -  NY0184
 NY0184  STATE/COUNTY-  OR/LAKE
 NY0184  USGS QUAD   -  SUMMER LAKE (1980)
 NY0184
 NY0184                         *CURRENT SURVEY CONTROL
 NY0184  ___________________________________________________________________
 NY0184* NAD 83(1986)-  42 58 36.     (N)    120 46 40.     (W)     SCALED    
 NY0184* NAVD 88     -      1294.36   (+/-2cm)    4246.6    (feet)  VERTCON   
 NY0184  ___________________________________________________________________
 NY0184  GEOID HEIGHT-         -20.64  (meters)                     GEOID03
 NY0184  VERT ORDER  -  THIRD (See Below)
 NY0184
 NY0184.The horizontal coordinates were scaled from a topographic map and have
 NY0184.an estimated accuracy of +/- 6 seconds.
 NY0184
 NY0184.The NAVD 88 height was computed by applying the VERTCON shift value to
 NY0184.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NY0184.The vertical order pertains to the NGVD 29 superseded value.
 NY0184
 NY0184.The geoid height was determined by GEOID03.
 NY0184
 NY0184;                    North         East    Units  Estimated Accuracy
 NY0184;SPC OR S     -   145,560.    1,477,340.      MT  (+/- 180 meters Scaled)
 NY0184
 NY0184                          SUPERSEDED SURVEY CONTROL
 NY0184
 NY0184  NGVD 29 (??/??/??) 1293.15   (m)         4242.6    (f) RESET       3  
 NY0184
 NY0184.Superseded values are not recommended for survey control.
 NY0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0184.See file dsdata.txt to determine how the superseded data were derived.
 NY0184
 NY0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFN812606(NAD 83)
 NY0184_MARKER: DD = SURVEY DISK
 NY0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NY0184_STAMPING: 4242.8 F 287 1939
 NY0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0184+STABILITY: SURFACE MOTION
 NY0184
 NY0184  HISTORY     - Date     Condition        Report By
 NY0184  HISTORY     - 1939     MONUMENTED       ORDT
 NY0184
 NY0184                          STATION DESCRIPTION
 NY0184
 NY0184'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1939
 NY0184'0.3 MI N FROM SUMMER LAKE.
 NY0184'ABOUT 0.3 MILE NORTH ALONG THE FREMONT HIGHWAY (OREGON 31) FROM SUMMER
 NY0184'LAKE, LAKE COUNTY, AT SURVEY STATION 3990+35, AND 48 FEET WEST OF THE
 NY0184'CENTER LINE OF THE HIGHWAY.  AN OREGON STATE HIGHWAY DEPARTMENT
 NY0184'STANDARD DISK, STAMPED 4242.8 F 287 1939 AND SET IN THE TOP OF A
 NY0184'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0274 ***********************************************************************
 NY0274  DESIGNATION -  F 288
 NY0274  PID         -  NY0274
 NY0274  STATE/COUNTY-  OR/KLAMATH
 NY0274  USGS QUAD   -  YONNA (1988)
 NY0274
 NY0274                         *CURRENT SURVEY CONTROL
 NY0274  ___________________________________________________________________
 NY0274* NAD 83(1986)-  42 22 00.     (N)    121 23 44.     (W)     SCALED    
 NY0274* NAVD 88     -      1495.797  (meters)    4907.46   (feet)  ADJUSTED  
 NY0274  ___________________________________________________________________
 NY0274  GEOID HEIGHT-         -21.91  (meters)                     GEOID03
 NY0274  DYNAMIC HT  -        1494.865 (meters)    4904.40  (feet)  COMP
 NY0274  MODELED GRAV-     979,945.5   (mgal)                       NAVD 88
 NY0274
 NY0274  VERT ORDER  -  FIRST     CLASS II
 NY0274
 NY0274.The horizontal coordinates were scaled from a topographic map and have
 NY0274.an estimated accuracy of +/- 6 seconds.
 NY0274
 NY0274.The orthometric height was determined by differential leveling
 NY0274.and adjusted in June 1991.
 NY0274
 NY0274.The geoid height was determined by GEOID03.
 NY0274
 NY0274.The dynamic height is computed by dividing the NAVD 88
 NY0274.geopotential number by the normal gravity value computed on the
 NY0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0274.degrees latitude (g = 980.6199 gals.).
 NY0274
 NY0274.The modeled gravity was interpolated from observed gravity values.
 NY0274
 NY0274;                    North         East    Units  Estimated Accuracy
 NY0274;SPC OR S     -    78,150.    1,426,230.      MT  (+/- 180 meters Scaled)
 NY0274
 NY0274                          SUPERSEDED SURVEY CONTROL
 NY0274
 NY0274  NGVD 29 (??/??/92) 1494.661  (m)         4903.73   (f) ADJ UNCH    1 2
 NY0274
 NY0274.Superseded values are not recommended for survey control.
 NY0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0274.See file dsdata.txt to determine how the superseded data were derived.
 NY0274
 NY0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM321917(NAD 83)
 NY0274_MARKER: DB = BENCH MARK DISK
 NY0274_SETTING: 66 = SET IN ROCK OUTCROP
 NY0274_SP_SET: OUTCROP
 NY0274_STAMPING: F 288 1934 4904
 NY0274_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NY0274+STABILITY: POSITION/ELEVATION WELL
 NY0274
 NY0274  HISTORY     - Date     Condition        Report By
 NY0274  HISTORY     - 1934     MONUMENTED       CGS
 NY0274  HISTORY     - 1942     GOOD             NGS
 NY0274  HISTORY     - 1968     GOOD             NGS
 NY0274  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 NY0274  HISTORY     - 20040830 GOOD             ORDT
 NY0274
 NY0274                          STATION DESCRIPTION
 NY0274
 NY0274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NY0274'13.2 MI E FROM DAIRY.
 NY0274'13.2 MILES EAST OF POST OFFICE ALONG LAKEVIEW ROAD, 36 FEET NORTHWEST
 NY0274'OF CENTER LINE OF ROAD, 4 FEET ABOVE ROAD LEVEL.  WITNESS POST SET.
 NY0274
 NY0274                          STATION RECOVERY (1968)
 NY0274
 NY0274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 NY0274'RECOVERED IN GOOD CONDITION.
 NY0274
 NY0274                          STATION RECOVERY (1984)
 NY0274
 NY0274'RECOVERY NOTE BY US POWER SQUADRON 1984 (JTF)
 NY0274'MARK NOT FOUND.
 NY0274
 NY0274                          STATION RECOVERY (2004)
 NY0274
 NY0274'RECOVERY NOTE BY OREGON DEPARTMENT OF TRANSPORTATION 2004 (JW)
 NY0274'13.0 MILES ALONG HWY 140 NE'LY FROM ROAD JUNCTION IN DAIRY.  36 FT
 NY0274'NORTHERLY OF ROAD CENTERLINE, 4 FT BELOW ROAD ELEVATION IN A
 NY0274'PROTRUDING ROCK LEDGE.  WITNESS POSTS ON EAST AND WEST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0468 ***********************************************************************
 RC0468  DESIGNATION -  F 290
 RC0468  PID         -  RC0468
 RC0468  STATE/COUNTY-  OR/WASCO
 RC0468  USGS QUAD   -  SHANIKO (1971)
 RC0468
 RC0468                         *CURRENT SURVEY CONTROL
 RC0468  ___________________________________________________________________
 RC0468* NAD 83(1986)-  45 06 57.     (N)    120 50 46.     (W)     SCALED    
 RC0468* NAVD 88     -       756.905  (meters)    2483.28   (feet)  POSTED    
 RC0468  ___________________________________________________________________
 RC0468  GEOID HEIGHT-         -20.95  (meters)                     GEOID03
 RC0468  DYNAMIC HT  -         756.720 (meters)    2482.67  (feet)  COMP
 RC0468  MODELED GRAV-     980,354.2   (mgal)                       NAVD 88
 RC0468
 RC0468  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 RC0468
 RC0468.The horizontal coordinates were scaled from a topographic map and have
 RC0468.an estimated accuracy of +/- 6 seconds.
 RC0468
 RC0468.The orthometric height was determined by differential leveling
 RC0468.and adjusted by the  in 1992.
 RC0468.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 RC0468.rate of 2.1 thru 3.0 mm/km.
 RC0468
 RC0468.The geoid height was determined by GEOID03.
 RC0468
 RC0468.The dynamic height is computed by dividing the NAVD 88
 RC0468.geopotential number by the normal gravity value computed on the
 RC0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0468.degrees latitude (g = 980.6199 gals.).
 RC0468
 RC0468.The modeled gravity was interpolated from observed gravity values.
 RC0468
 RC0468;                    North         East    Units  Estimated Accuracy
 RC0468;SPC OR N     -   161,090.    2,472,770.      MT  (+/- 180 meters Scaled)
 RC0468
 RC0468                          SUPERSEDED SURVEY CONTROL
 RC0468
 RC0468  NGVD 29 (??/??/92)  755.780  (m)         2479.59   (f) ADJ UNCH    2 0
 RC0468
 RC0468.Superseded values are not recommended for survey control.
 RC0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0468.See file dsdata.txt to determine how the superseded data were derived.
 RC0468
 RC0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ694980(NAD 83)
 RC0468_MARKER: DD = SURVEY DISK
 RC0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC0468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC0468_STAMPING: F 290 1934
 RC0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0468+STABILITY: SURFACE MOTION
 RC0468
 RC0468  HISTORY     - Date     Condition        Report By
 RC0468  HISTORY     - 1934     MONUMENTED       ORGS
 RC0468  HISTORY     - 1961     GOOD             NGS
 RC0468
 RC0468                          STATION DESCRIPTION
 RC0468
 RC0468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RC0468'10.6 MI NW FROM SHANIKO.
 RC0468'FROM THE POST OFFICE AT SHANIKO GO WEST ON U.S. HIGHWAY 97 FOR 1.5
 RC0468'MILES, TURN RIGHT AND FOLLOW THE BAKEOVEN ROAD NORTHWEST FOR 9.1 MILES
 RC0468'TO A POWER LINE POLE ON THE RIGHT WITH A TRIANGLE BLAZE ON THE SOUTH
 RC0468'SIDE, THIS IS ABOUT 120 YARDS SOUTHWEST OF A WINDMILL, 32 FEET
 RC0468'NORTHWEST OF THE CENTER OF THE ROAD, 2.5 FEET SOUTH OF THE
 RC0468'RIGHT-OF-WAY FENCE, 8 FEET NORTH OF THE POWER LINE POLE WITH THE
 RC0468'TRIANGLE BLAZE, 0.5 FOOT EAST OF A METAL WITNESS POST, PROJECTING
 RC0468'ABOUT 2 INCHES ABOVE GROUND AND ABOUT THE SAME ELEVATION AS THE
 RC0468'SURFACE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0299 ***********************************************************************
 QD0299  DESIGNATION -  F 294 RESET
 QD0299  PID         -  QD0299
 QD0299  STATE/COUNTY-  OR/CROOK
 QD0299  USGS QUAD   -  STEARNS BUTTE (1988)
 QD0299
 QD0299                         *CURRENT SURVEY CONTROL
 QD0299  ___________________________________________________________________
 QD0299* NAD 83(1986)-  44 09 42.     (N)    120 49 48.     (W)     SCALED    
 QD0299* NAVD 88     -       912.39   (meters)    2993.4    (feet)  RESET     
 QD0299  ___________________________________________________________________
 QD0299  GEOID HEIGHT-         -20.43  (meters)                     GEOID03
 QD0299  VERT ORDER  -  THIRD
 QD0299
 QD0299.The horizontal coordinates were scaled from a topographic map and have
 QD0299.an estimated accuracy of +/- 6 seconds.
 QD0299
 QD0299.The orthometric height was computed from unverified reset data.
 QD0299
 QD0299.The geoid height was determined by GEOID03.
 QD0299
 QD0299;                    North         East    Units  Estimated Accuracy
 QD0299;SPC OR S     -   277,220.    1,473,600.      MT  (+/- 180 meters Scaled)
 QD0299
 QD0299                          SUPERSEDED SURVEY CONTROL
 QD0299
 QD0299.No superseded survey control is available for this station.
 QD0299
 QD0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP735921(NAD 83)
 QD0299_MARKER: DB = BENCH MARK DISK
 QD0299_SETTING: 80 = SET IN A BOULDER
 QD0299_SP_SET: BOULDER
 QD0299_STAMPING: F 294 OREG GEOD S RESET 1969
 QD0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0299+STABILITY: SURFACE MOTION
 QD0299_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QD0299+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2004
 QD0299
 QD0299  HISTORY     - Date     Condition        Report By
 QD0299  HISTORY     - 1969     MONUMENTED       CGS
 QD0299  HISTORY     - 20041104 GOOD             ORBITE
 QD0299
 QD0299                          STATION DESCRIPTION
 QD0299
 QD0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 QD0299'11.7 MI S FROM PRINEVILLE.
 QD0299'REACHED FORM THE INTERSECTION OF E. SECOND STREET AND N. COURT STREET,
 QD0299'JUST NORTH OF THE PRINEVILLE POST OFFICE, GO WEST ON E. SECOND STREET
 QD0299'FOR 0.1 MILE TO MAIN STREET, (STATE HIGHWAY 27), TURN LEFT AND GO
 QD0299'SOUTH ON MAIN STREET AND STATE HIGHWAY 27 FOR 11.7 MILES TO A CUT AND
 QD0299'THE BENCH MARK ON THE LEFT, 59 FEET EAST OF THE CENTER OF THE HIGHWAY,
 QD0299'1 FOOT EAST OF A METAL WITNESS POST AND 15 FEET HIGHER THAN THE
 QD0299'HIGHWAY CEMENTED IN A DRILL HOLE IN A 3 BY 4 FOOT BOULDER THAT
 QD0299'PROJECTS 2 FEET.
 QD0299
 QD0299                          STATION RECOVERY (2004)
 QD0299
 QD0299'RECOVERY NOTE BY ORBITECH INC 2004 (SHG)
 QD0299'HANDHELD GPS NAD27 POSITION
 QD0299'44 09'44.8 N
 QD0299'120 49'44.6 W
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0418 ***********************************************************************
 RC0418  DESIGNATION -  F 296
 RC0418  PID         -  RC0418
 RC0418  STATE/COUNTY-  OR/SHERMAN
 RC0418  USGS QUAD   -  WASCO (1987)
 RC0418
 RC0418                         *CURRENT SURVEY CONTROL
 RC0418  ___________________________________________________________________
 RC0418* NAD 83(1986)-  45 30 16.     (N)    120 41 40.     (W)     SCALED    
 RC0418* NAVD 88     -       497.569  (meters)    1632.44   (feet)  ADJUSTED  
 RC0418  ___________________________________________________________________
 RC0418  GEOID HEIGHT-         -21.25  (meters)                     GEOID03
 RC0418  DYNAMIC HT  -         497.516 (meters)    1632.27  (feet)  COMP
 RC0418  MODELED GRAV-     980,494.8   (mgal)                       NAVD 88
 RC0418
 RC0418  VERT ORDER  -  FIRST     CLASS II
 RC0418
 RC0418.The horizontal coordinates were scaled from a topographic map and have
 RC0418.an estimated accuracy of +/- 6 seconds.
 RC0418
 RC0418.The orthometric height was determined by differential leveling
 RC0418.and adjusted in June 1991.
 RC0418
 RC0418.The geoid height was determined by GEOID03.
 RC0418
 RC0418.The dynamic height is computed by dividing the NAVD 88
 RC0418.geopotential number by the normal gravity value computed on the
 RC0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0418.degrees latitude (g = 980.6199 gals.).
 RC0418
 RC0418.The modeled gravity was interpolated from observed gravity values.
 RC0418
 RC0418;                    North         East    Units  Estimated Accuracy
 RC0418;SPC OR N     -   204,240.    2,484,810.      MT  (+/- 180 meters Scaled)
 RC0418
 RC0418                          SUPERSEDED SURVEY CONTROL
 RC0418
 RC0418  NGVD 29 (??/??/92)  496.562  (m)         1629.14   (f) ADJ UNCH    1 2
 RC0418
 RC0418.Superseded values are not recommended for survey control.
 RC0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0418.See file dsdata.txt to determine how the superseded data were derived.
 RC0418
 RC0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR801415(NAD 83)
 RC0418_MARKER: DD = SURVEY DISK
 RC0418_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RC0418_SP_SET: CULVERT
 RC0418_STAMPING: 1629 F 296 1934
 RC0418_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC0418
 RC0418  HISTORY     - Date     Condition        Report By
 RC0418  HISTORY     - 1934     MONUMENTED       ORDT
 RC0418  HISTORY     - 1961     MARK NOT FOUND   NGS
 RC0418  HISTORY     - 1987     MARK NOT FOUND   NGS
 RC0418
 RC0418                          STATION DESCRIPTION
 RC0418
 RC0418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RC0418'0.8 MI S FROM DE MOSS.
 RC0418'ABOUT 0.8 MILE SOUTH OF DE MOSS ALONG U.S. HIGHWAY 97, ABOUT 1/4 MILE
 RC0418'SOUTH OF A BARN WEST OF THE HIGHWAY, ABOUT 500 FEET SOUTHEAST OF AN
 RC0418'OLD SHED, ABOUT 225 FEET WEST OF THE TRACKS, AND IN THE CENTER OF THE
 RC0418'TOP OF THE WEST CONCRETE HEAD WALL OF A HIGHWAY CULVERT.  THIS CULVERT
 RC0418'HAS NO HEAD WALL NOW.
 RC0418
 RC0418                          STATION RECOVERY (1987)
 RC0418
 RC0418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RC0418'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0225 ***********************************************************************
 RB0225  DESIGNATION -  F 3
 RB0225  PID         -  RB0225
 RB0225  STATE/COUNTY-  OR/UNION
 RB0225  USGS QUAD   -  LA GRANDE (1994)
 RB0225
 RB0225                         *CURRENT SURVEY CONTROL
 RB0225  ___________________________________________________________________
 RB0225* NAD 83(1986)-  45 19 45.     (N)    118 05 36.     (W)     SCALED    
 RB0225* NAVD 88     -       850.786  (meters)    2791.29   (feet)  ADJUSTED  
 RB0225  ___________________________________________________________________
 RB0225  GEOID HEIGHT-         -17.79  (meters)                     GEOID03
 RB0225  DYNAMIC HT  -         850.594 (meters)    2790.66  (feet)  COMP
 RB0225  MODELED GRAV-     980,362.0   (mgal)                       NAVD 88
 RB0225
 RB0225  VERT ORDER  -  FIRST     CLASS II
 RB0225
 RB0225.The horizontal coordinates were scaled from a topographic map and have
 RB0225.an estimated accuracy of +/- 6 seconds.
 RB0225
 RB0225.The orthometric height was determined by differential leveling
 RB0225.and adjusted in June 1991.
 RB0225.WARNING-Repeat measurements at this control monument indicate possible
 RB0225.vertical movement.
 RB0225
 RB0225.The geoid height was determined by GEOID03.
 RB0225
 RB0225.The dynamic height is computed by dividing the NAVD 88
 RB0225.geopotential number by the normal gravity value computed on the
 RB0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0225.degrees latitude (g = 980.6199 gals.).
 RB0225
 RB0225.The modeled gravity was interpolated from observed gravity values.
 RB0225
 RB0225;                    North         East    Units  Estimated Accuracy
 RB0225;SPC OR N     -   187,550.    2,688,620.      MT  (+/- 180 meters Scaled)
 RB0225
 RB0225                          SUPERSEDED SURVEY CONTROL
 RB0225
 RB0225  NGVD 29 (??/??/92)  849.713  (m)         2787.77   (f) ADJ UNCH    1 2
 RB0225
 RB0225.Superseded values are not recommended for survey control.
 RB0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0225.See file dsdata.txt to determine how the superseded data were derived.
 RB0225
 RB0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML143200(NAD 83)
 RB0225_MARKER: DB = BENCH MARK DISK
 RB0225_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RB0225_SP_SET: BUILDING
 RB0225_STAMPING: F 3 1904 ELEV. 2788.193 FT.
 RB0225_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RB0225
 RB0225  HISTORY     - Date     Condition        Report By
 RB0225  HISTORY     - 1904     MONUMENTED       CGS
 RB0225  HISTORY     - 1951     GOOD             NGS
 RB0225  HISTORY     - 1963     MARK NOT FOUND   NGS
 RB0225
 RB0225                          STATION DESCRIPTION
 RB0225
 RB0225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 RB0225'IN LAGRANDE.
 RB0225'AT LAGRANDE, 0.1 MILE EAST ALONG ADAMS AVE. FROM THE POST OFFICE, AND
 RB0225'SET VERTICALLY IN THE SOUTH FACE OF THE BUILDING NOW OCCUPIED BY THE
 RB0225'PAY LESS DRUG STORE, 150 FEET WEST OF THE SOUTHEAST CORNER OF THE
 RB0225'FIRST NATIONAL BANK, 39 FEET NORTH OF THE CENTER LINE OF ADAMS AVE., 4
 RB0225'1/2 FEET HIGHER THAN THE SIDEWALK.
 RB0225
 RB0225                          STATION RECOVERY (1963)
 RB0225
 RB0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 RB0225'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0841 ***********************************************************************
 QD0841  DESIGNATION -  F 30
 QD0841  PID         -  QD0841
 QD0841  STATE/COUNTY-  OR/DESCHUTES
 QD0841  USGS QUAD   -  FORKED HORN BUTTE (1962)
 QD0841
 QD0841                         *CURRENT SURVEY CONTROL
 QD0841  ___________________________________________________________________
 QD0841* NAD 83(1986)-  44 11 53.     (N)    121 13 29.     (W)     SCALED    
 QD0841* NAVD 88     -       961.848  (meters)    3155.66   (feet)  ADJUSTED  
 QD0841  ___________________________________________________________________
 QD0841  GEOID HEIGHT-         -21.15  (meters)                     GEOID03
 QD0841  DYNAMIC HT  -         961.504 (meters)    3154.53  (feet)  COMP
 QD0841  MODELED GRAV-     980,227.9   (mgal)                       NAVD 88
 QD0841
 QD0841  VERT ORDER  -  FIRST     CLASS II
 QD0841
 QD0841.The horizontal coordinates were scaled from a topographic map and have
 QD0841.an estimated accuracy of +/- 6 seconds.
 QD0841
 QD0841.The orthometric height was determined by differential leveling
 QD0841.and adjusted in June 1991.
 QD0841
 QD0841.The geoid height was determined by GEOID03.
 QD0841
 QD0841.The dynamic height is computed by dividing the NAVD 88
 QD0841.geopotential number by the normal gravity value computed on the
 QD0841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0841.degrees latitude (g = 980.6199 gals.).
 QD0841
 QD0841.The modeled gravity was interpolated from observed gravity values.
 QD0841
 QD0841;                    North         East    Units  Estimated Accuracy
 QD0841;SPC OR S     -   281,460.    1,442,060.      MT  (+/- 180 meters Scaled)
 QD0841
 QD0841                          SUPERSEDED SURVEY CONTROL
 QD0841
 QD0841  NGVD 29 (??/??/92)  960.725  (m)         3151.98   (f) ADJ UNCH    1 2
 QD0841
 QD0841.Superseded values are not recommended for survey control.
 QD0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0841.See file dsdata.txt to determine how the superseded data were derived.
 QD0841
 QD0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP418954(NAD 83)
 QD0841_MARKER: S = SPIKE
 QD0841_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QD0841_SP_SET: MONUMENT
 QD0841_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0841
 QD0841  HISTORY     - Date     Condition        Report By
 QD0841  HISTORY     - UNK      MONUMENTED       CGS
 QD0841  HISTORY     - 1934     GOOD             NGS
 QD0841  HISTORY     - 19880721 MARK NOT FOUND   NGS
 QD0841
 QD0841                          STATION DESCRIPTION
 QD0841
 QD0841'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QD0841'3.2 MI N FROM DESCHUTES.
 QD0841'3.2 MILES NORTH ALONG THE OREGON TRUNK RAILWAY FROM DESCHUTES,
 QD0841'DESCHUTES COUNTY, 5.9 MILES SOUTH OF REDMOND, AT RAILROAD MILEAGE
 QD0841'140.4, 0.3 MILE SOUTH OF THE PRESENT ROAD CROSSING, AT THE ABANDONED
 QD0841'ROAD CROSSING IN A LONG ROCK CUT, 25 FEET SOUTH OF THE ROAD CROSSING,
 QD0841'47.0 FEET WEST OF THE TRACK CENTERLINE IN A CONCRETE MONUMENT
 QD0841'PROJECTING 8 INCHES ABOVE THE GROUND.  A RAILROAD SPIKE.
 QD0841
 QD0841                          STATION RECOVERY (1988)
 QD0841
 QD0841'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QD0841'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0575 ***********************************************************************
 RD0575  TIDAL BM    -  This is a Tidal Bench Mark.
 RD0575  DESIGNATION -  F 30
 RD0575  PID         -  RD0575
 RD0575  STATE/COUNTY-  OR/COLUMBIA
 RD0575  USGS QUAD   -  ST HELENS (1990)
 RD0575
 RD0575                         *CURRENT SURVEY CONTROL
 RD0575  ___________________________________________________________________
 RD0575* NAD 83(1986)-  45 47 22.     (N)    122 52 10.     (W)     SCALED    
 RD0575* NAVD 88     -        16.413  (meters)      53.85   (feet)  POSTED    
 RD0575  ___________________________________________________________________
 RD0575  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 RD0575  DYNAMIC HT  -          16.410 (meters)      53.84  (feet)  COMP
 RD0575  MODELED GRAV-     980,640.4   (mgal)                       NAVD 88
 RD0575
 RD0575  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 RD0575
 RD0575.The horizontal coordinates were scaled from a topographic map and have
 RD0575.an estimated accuracy of +/- 6 seconds.
 RD0575
 RD0575.The orthometric height was determined by differential leveling
 RD0575.and adjusted by the  in 1992.
 RD0575.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 RD0575.rate of 1.1 thru 2.0 mm/km.
 RD0575
 RD0575.This Tidal Bench Mark is designated as VM 17460
 RD0575.by the Center for Operational Oceanographic Products and Services.
 RD0575
 RD0575.The geoid height was determined by GEOID03.
 RD0575
 RD0575.The dynamic height is computed by dividing the NAVD 88
 RD0575.geopotential number by the normal gravity value computed on the
 RD0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0575.degrees latitude (g = 980.6199 gals.).
 RD0575
 RD0575.The modeled gravity was interpolated from observed gravity values.
 RD0575
 RD0575;                    North         East    Units  Estimated Accuracy
 RD0575;SPC OR N     -   238,590.    2,315,800.      MT  (+/- 180 meters Scaled)
 RD0575
 RD0575                          SUPERSEDED SURVEY CONTROL
 RD0575
 RD0575  NGVD 29 (??/??/92)   15.398  (m)           50.52   (f) ADJ UNCH    1 2
 RD0575
 RD0575.Superseded values are not recommended for survey control.
 RD0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0575.See file dsdata.txt to determine how the superseded data were derived.
 RD0575
 RD0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER101706(NAD 83)
 RD0575_MARKER: DB = BENCH MARK DISK
 RD0575_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD0575_SP_SET: WALL
 RD0575_STAMPING: F 30 1920
 RD0575_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0575_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RD0575+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2006
 RD0575
 RD0575  HISTORY     - Date     Condition        Report By
 RD0575  HISTORY     - 1920     MONUMENTED       CGS
 RD0575  HISTORY     - 1935     GOOD             NGS
 RD0575  HISTORY     - 20041019 GOOD             USPSQD
 RD0575  HISTORY     - 20060605 GOOD             USPSQD
 RD0575
 RD0575                          STATION DESCRIPTION
 RD0575
 RD0575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 RD0575'2.2 MI S FROM WARREN.
 RD0575'2.2 MILES NORTH ALONG THE SPOKANE, PORTLAND AND SEATTLE RAILWAY FROM
 RD0575'SCAPPOOSE, COLUMBIA COUNTY, 2.1 MILES SOUTH OF WARREN, IN THE
 RD0575'NORTHEAST RETAINING WALL OF THE STEEL RAILROAD BRIDGE NO. 22-2 OVER
 RD0575'HONEYMAN CREEK, 3 1/2 FEET FROM THE NORTH END.  A STANDARD DISK
 RD0575'STAMPED F 30 1920.
 RD0575
 RD0575                          STATION RECOVERY (2004)
 RD0575
 RD0575'RECOVERY NOTE BY US POWER SQUADRON 2004 (SO)
 RD0575'THE DISK IS STILL IN THE TOP OF THE CONCRETE RETAINING WALL BUT IS
 RD0575'COVERED BY A WALKWAY FOR THE RR. THERE IS 8 INCHES CLEARANCE ABOVE THE
 RD0575'DISK BUT WOULD ONLY BE USABLE IF THE CENTER 4 X 10 OF THE WALKWAY
 RD0575'REMOVED OR SOME OTHER MEANS OF TRANSFERING THIS MARK.
 RD0575
 RD0575                          STATION RECOVERY (2006)
 RD0575
 RD0575'RECOVERY NOTE BY US POWER SQUADRON 2006 (SAO)
 RD0575'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0413 ***********************************************************************
 RB0413  DESIGNATION -  F 301
 RB0413  PID         -  RB0413
 RB0413  STATE/COUNTY-  OR/UMATILLA
 RB0413  USGS QUAD   -  MISSION (1974)
 RB0413
 RB0413                         *CURRENT SURVEY CONTROL
 RB0413  ___________________________________________________________________
 RB0413* NAD 83(1986)-  45 40 15.     (N)    118 42 55.     (W)     SCALED    
 RB0413* NAVD 88     -       356.081  (meters)    1168.24   (feet)  ADJUSTED  
 RB0413  ___________________________________________________________________
 RB0413  GEOID HEIGHT-         -20.66  (meters)                     GEOID03
 RB0413  DYNAMIC HT  -         356.045 (meters)    1168.12  (feet)  COMP
 RB0413  MODELED GRAV-     980,506.5   (mgal)                       NAVD 88
 RB0413
 RB0413  VERT ORDER  -  FIRST     CLASS II
 RB0413
 RB0413.The horizontal coordinates were scaled from a topographic map and have
 RB0413.an estimated accuracy of +/- 6 seconds.
 RB0413
 RB0413.The orthometric height was determined by differential leveling
 RB0413.and adjusted in June 1991.
 RB0413
 RB0413.The geoid height was determined by GEOID03.
 RB0413
 RB0413.The dynamic height is computed by dividing the NAVD 88
 RB0413.geopotential number by the normal gravity value computed on the
 RB0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0413.degrees latitude (g = 980.6199 gals.).
 RB0413
 RB0413.The modeled gravity was interpolated from observed gravity values.
 RB0413
 RB0413;                    North         East    Units  Estimated Accuracy
 RB0413;SPC OR N     -   224,250.    2,639,050.      MT  (+/- 180 meters Scaled)
 RB0413
 RB0413                          SUPERSEDED SURVEY CONTROL
 RB0413
 RB0413  NGVD 29 (??/??/92)  355.07   (m)         1164.9    (f) COMPUTED    1 2
 RB0413
 RB0413.Superseded values are not recommended for survey control.
 RB0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0413.See file dsdata.txt to determine how the superseded data were derived.
 RB0413
 RB0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL663589(NAD 83)
 RB0413_MARKER: DB = BENCH MARK DISK
 RB0413_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RB0413_SP_SET: SEMAPHORE
 RB0413_STAMPING: 1165 F 301 1934
 RB0413_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RB0413
 RB0413  HISTORY     - Date     Condition        Report By
 RB0413  HISTORY     - 1934     MONUMENTED       ORGS
 RB0413  HISTORY     - 1951     MARK NOT FOUND   NGS
 RB0413
 RB0413                          STATION DESCRIPTION
 RB0413
 RB0413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 RB0413'3.8 MI E FROM PENDLETON.
 RB0413'ABOUT 3.8 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM PENDLETON,
 RB0413'UMATILLA COUNTY, AT MUNRA, ABOUT 90 FEET EAST OF THE EAST SWITCH OF
 RB0413'THE SIDING, ABOUT MILEAGE 219.43 IN THE TOP OF THE CONCRETE BASE OF
 RB0413'SEMAPHORE 2193, 10 FEET NORTH OF THE CENTER LINE OF THE TRACK, AND
 RB0413'ABOUT 80 FEET NORTH OF THE OLD LOCATION OF THE OREGON TRAIL HIGHWAY. A
 RB0413'STATE SURVEY STANDARD DISK, STAMPED 1165 F 301 1934.  NOTE-- THIS MARK
 RB0413'WAS SET IN THE CONCRETE BASE OF SEMAPHORE 2193 AT THE EAST SIDING
 RB0413'SWITCH AT MUNRA, THE SEMAPHORE WAS NOT FOUND AND MARK WAS NOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0130 ***********************************************************************
 RB0130  DESIGNATION -  F 302
 RB0130  PID         -  RB0130
 RB0130  STATE/COUNTY-  OR/UMATILLA
 RB0130  USGS QUAD   -  MEACHAM (1995)
 RB0130
 RB0130                         *CURRENT SURVEY CONTROL
 RB0130  ___________________________________________________________________
 RB0130* NAD 83(1986)-  45 30 13.     (N)    118 25 20.     (W)     SCALED    
 RB0130* NAVD 88     -      1135.381  (meters)    3725.00   (feet)  ADJUSTED  
 RB0130  ___________________________________________________________________
 RB0130  GEOID HEIGHT-         -18.72  (meters)                     GEOID03
 RB0130  DYNAMIC HT  -        1135.095 (meters)    3724.06  (feet)  COMP
 RB0130  MODELED GRAV-     980,324.2   (mgal)                       NAVD 88
 RB0130
 RB0130  VERT ORDER  -  FIRST     CLASS II
 RB0130
 RB0130.The horizontal coordinates were scaled from a topographic map and have
 RB0130.an estimated accuracy of +/- 6 seconds.
 RB0130
 RB0130.The orthometric height was determined by differential leveling
 RB0130.and adjusted in June 1991.
 RB0130
 RB0130.The geoid height was determined by GEOID03.
 RB0130
 RB0130.The dynamic height is computed by dividing the NAVD 88
 RB0130.geopotential number by the normal gravity value computed on the
 RB0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0130.degrees latitude (g = 980.6199 gals.).
 RB0130
 RB0130.The modeled gravity was interpolated from observed gravity values.
 RB0130
 RB0130;                    North         East    Units  Estimated Accuracy
 RB0130;SPC OR N     -   206,210.    2,662,350.      MT  (+/- 180 meters Scaled)
 RB0130
 RB0130                          SUPERSEDED SURVEY CONTROL
 RB0130
 RB0130  NGVD 29 (??/??/92) 1134.27   (m)         3721.4    (f) COMPUTED    1 2
 RB0130
 RB0130.Superseded values are not recommended for survey control.
 RB0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0130.See file dsdata.txt to determine how the superseded data were derived.
 RB0130
 RB0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL888398(NAD 83)
 RB0130_MARKER: DD = SURVEY DISK
 RB0130_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RB0130_SP_SET: GUARD RAIL BASE
 RB0130_STAMPING: F 302 1934
 RB0130_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RB0130
 RB0130  HISTORY     - Date     Condition        Report By
 RB0130  HISTORY     - 1934     MONUMENTED       ORDT
 RB0130  HISTORY     - 1970     GOOD             NGS
 RB0130
 RB0130                          STATION DESCRIPTION
 RB0130
 RB0130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 RB0130'IN MEACHAM.
 RB0130'0.2 MILE SOUTH ALONG THE U.S. HIGHWAY 30, (OLD HIGHWAY), FROM THE
 RB0130'UNION PACIFIC RAILROAD STATION AT MEACHAM, AT THE MEACHAM VIADUCT OVER
 RB0130'THE U.P.R.R., AND SET IN THE NORTHWEST END OF THE SOUTHWEST GUARD RAIL
 RB0130'BASE, 10.1 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 8.7 FEET
 RB0130'SOUTHEAST OF THE EXTREME NORTHWEST END OF THE GUARD RAIL BASE, 1 FOOT
 RB0130'SOUTHEAST OF A NAME PLATE, AND ABOUT 0.7 FOOT HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0724 ***********************************************************************
 RD0724  DESIGNATION -  F 303
 RD0724  PID         -  RD0724
 RD0724  STATE/COUNTY-  OR/CLATSOP
 RD0724  USGS QUAD   -  SUNSET SPRING (1979)
 RD0724
 RD0724                         *CURRENT SURVEY CONTROL
 RD0724  ___________________________________________________________________
 RD0724* NAD 83(1986)-  45 49 09.     (N)    123 29 38.     (W)     SCALED    
 RD0724* NAVD 88     -       490.840  (meters)    1610.36   (feet)  ADJUSTED  
 RD0724  ___________________________________________________________________
 RD0724  GEOID HEIGHT-         -20.83  (meters)                     GEOID03
 RD0724  DYNAMIC HT  -         490.860 (meters)    1610.43  (feet)  COMP
 RD0724  MODELED GRAV-     980,639.5   (mgal)                       NAVD 88
 RD0724
 RD0724  VERT ORDER  -  SECOND    CLASS 0
 RD0724
 RD0724.The horizontal coordinates were scaled from a topographic map and have
 RD0724.an estimated accuracy of +/- 6 seconds.
 RD0724
 RD0724.The orthometric height was determined by differential leveling
 RD0724.and adjusted in June 1991.
 RD0724
 RD0724.The geoid height was determined by GEOID03.
 RD0724
 RD0724.The dynamic height is computed by dividing the NAVD 88
 RD0724.geopotential number by the normal gravity value computed on the
 RD0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0724.degrees latitude (g = 980.6199 gals.).
 RD0724
 RD0724.The modeled gravity was interpolated from observed gravity values.
 RD0724
 RD0724;                    North         East    Units  Estimated Accuracy
 RD0724;SPC OR N     -   243,510.    2,267,390.      MT  (+/- 180 meters Scaled)
 RD0724
 RD0724                          SUPERSEDED SURVEY CONTROL
 RD0724
 RD0724  NGVD 29 (??/??/92)  489.769  (m)         1606.85   (f) ADJ UNCH    2 0
 RD0724
 RD0724.Superseded values are not recommended for survey control.
 RD0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0724.See file dsdata.txt to determine how the superseded data were derived.
 RD0724
 RD0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR616740(NAD 83)
 RD0724_MARKER: DD = SURVEY DISK
 RD0724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0724_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0724_STAMPING: F 303 1941
 RD0724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0724+STABILITY: SURFACE MOTION
 RD0724
 RD0724  HISTORY     - Date     Condition        Report By
 RD0724  HISTORY     - 1941     MONUMENTED       ORDT
 RD0724  HISTORY     - 1942     GOOD             NGS
 RD0724
 RD0724                          STATION DESCRIPTION
 RD0724
 RD0724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 RD0724'6.7 MI SE FROM ELSIE.
 RD0724'ALONG STATE HIGHWAY 2, 50 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 RD0724'400 FEET NORTHWEST OF A LARGE CUT AND LOCATED IN THE SOUTHWEST EDGE OF
 RD0724'A CLEARED AREA.  WITNESS POST SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0768 ***********************************************************************
 RA0768  DESIGNATION -  F 304 RESET
 RA0768  PID         -  RA0768
 RA0768  STATE/COUNTY-  OR/UNION
 RA0768  USGS QUAD   -  CRAIG MOUNTAIN (1994)
 RA0768
 RA0768                         *CURRENT SURVEY CONTROL
 RA0768  ___________________________________________________________________
 RA0768* NAD 83(1986)-  45 14 18.     (N)    117 55 15.     (W)     SCALED    
 RA0768* NAVD 88     -       827.32   (meters)    2714.3    (feet)  RESET     
 RA0768  ___________________________________________________________________
 RA0768  GEOID HEIGHT-         -17.46  (meters)                     GEOID03
 RA0768  VERT ORDER  -  THIRD
 RA0768
 RA0768.The horizontal coordinates were scaled from a topographic map and have
 RA0768.an estimated accuracy of +/- 6 seconds.
 RA0768
 RA0768.The orthometric height was computed from unverified reset data.
 RA0768
 RA0768.The geoid height was determined by GEOID03.
 RA0768
 RA0768;                    North         East    Units  Estimated Accuracy
 RA0768;SPC OR N     -   177,880.    2,702,460.      MT  (+/- 180 meters Scaled)
 RA0768
 RA0768                          SUPERSEDED SURVEY CONTROL
 RA0768
 RA0768.No superseded survey control is available for this station.
 RA0768
 RA0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML277098(NAD 83)
 RA0768_MARKER: DD = SURVEY DISK
 RA0768_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RA0768_SP_SET: BRIDGE
 RA0768_STAMPING: F 304 RESET 1966
 RA0768_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RA0768
 RA0768  HISTORY     - Date     Condition        Report By
 RA0768  HISTORY     - 1966     MONUMENTED       ORDT
 RA0768
 RA0768                          STATION DESCRIPTION
 RA0768
 RA0768'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1966
 RA0768'1.8 MI E FROM HOT LAKE.
 RA0768'ABOUT 1.8 MILES EAST ALONG THE OREGON TRAIL (U.S. HIGHWAY 30) FROM HOT
 RA0768'LAKE, UNION COUNTY, AT THE CATHERINE CREEK BRIDGE NO. 298.46, SET
 RA0768'ALONG THE EDGE OF THE FINISHED DECK AT THE EAST END OF THE BRIDGE,
 RA0768'19.5 FEET SOUTH OF THE CENTERLINE OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0887 ***********************************************************************
 QB0887  DESIGNATION -  F 305
 QB0887  PID         -  QB0887
 QB0887  STATE/COUNTY-  OR/BAKER
 QB0887  USGS QUAD   -  WINGVILLE (1993)
 QB0887
 QB0887                         *CURRENT SURVEY CONTROL
 QB0887  ___________________________________________________________________
 QB0887* NAD 83(1986)-  44 51 18.     (N)    117 53 51.     (W)     SCALED    
 QB0887* NAVD 88     -      1021.310  (meters)    3350.75   (feet)  ADJUSTED  
 QB0887  ___________________________________________________________________
 QB0887  GEOID HEIGHT-         -17.14  (meters)                     GEOID03
 QB0887  DYNAMIC HT  -        1020.983 (meters)    3349.68  (feet)  COMP
 QB0887  MODELED GRAV-     980,262.7   (mgal)                       NAVD 88
 QB0887
 QB0887  VERT ORDER  -  FIRST     CLASS II
 QB0887
 QB0887.The horizontal coordinates were scaled from a topographic map and have
 QB0887.an estimated accuracy of +/- 6 seconds.
 QB0887
 QB0887.The orthometric height was determined by differential leveling
 QB0887.and adjusted in June 1991.
 QB0887
 QB0887.The geoid height was determined by GEOID03.
 QB0887
 QB0887.The dynamic height is computed by dividing the NAVD 88
 QB0887.geopotential number by the normal gravity value computed on the
 QB0887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0887.degrees latitude (g = 980.6199 gals.).
 QB0887
 QB0887.The modeled gravity was interpolated from observed gravity values.
 QB0887
 QB0887;                    North         East    Units  Estimated Accuracy
 QB0887;SPC OR N     -   135,360.    2,705,660.      MT  (+/- 180 meters Scaled)
 QB0887
 QB0887                          SUPERSEDED SURVEY CONTROL
 QB0887
 QB0887  NGVD 29 (??/??/92) 1020.175  (m)         3347.02   (f) ADJ UNCH    1 2
 QB0887
 QB0887.Superseded values are not recommended for survey control.
 QB0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0887.See file dsdata.txt to determine how the superseded data were derived.
 QB0887
 QB0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK290672(NAD 83)
 QB0887_MARKER: DD = SURVEY DISK
 QB0887_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QB0887_SP_SET: CULVERT
 QB0887_STAMPING: F 305 1934
 QB0887_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB0887
 QB0887  HISTORY     - Date     Condition        Report By
 QB0887  HISTORY     - 1934     MONUMENTED       ORGS
 QB0887  HISTORY     - 1941     GOOD             NGS
 QB0887
 QB0887                          STATION DESCRIPTION
 QB0887
 QB0887'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QB0887'4.7 MI S FROM HAINES.
 QB0887'ABOUT 4.7 MILES SOUTH ALONG THE OREGON TRAIL (U.S. 30) FROM HAINES,
 QB0887'BAKER COUNTY, NEAR MILEAGE 330.98, AT THE SALMON CREEK CULVERT, AND IN
 QB0887'THE TOP OF THE SOUTH END OF THE EAST HEAD WALL.  A STATE SURVEY
 QB0887'STANDARD DISK, STAMPED F 305 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0513 ***********************************************************************
 RB0513  DESIGNATION -  F 306
 RB0513  PID         -  RB0513
 RB0513  STATE/COUNTY-  OR/UMATILLA
 RB0513  USGS QUAD   -  PENDLETON (1976)
 RB0513
 RB0513                         *CURRENT SURVEY CONTROL
 RB0513  ___________________________________________________________________
 RB0513* NAD 83(1986)-  45 41 02.     (N)    118 50 32.     (W)     SCALED    
 RB0513* NAVD 88     -       416.476  (meters)    1366.39   (feet)  ADJUSTED  
 RB0513  ___________________________________________________________________
 RB0513  GEOID HEIGHT-         -20.93  (meters)                     GEOID03
 RB0513  DYNAMIC HT  -         416.436 (meters)    1366.26  (feet)  COMP
 RB0513  MODELED GRAV-     980,507.4   (mgal)                       NAVD 88
 RB0513
 RB0513  VERT ORDER  -  FIRST     CLASS II
 RB0513
 RB0513.The horizontal coordinates were scaled from a topographic map and have
 RB0513.an estimated accuracy of +/- 6 seconds.
 RB0513
 RB0513.The orthometric height was determined by differential leveling
 RB0513.and adjusted in June 1991.
 RB0513
 RB0513.The geoid height was determined by GEOID03.
 RB0513
 RB0513.The dynamic height is computed by dividing the NAVD 88
 RB0513.geopotential number by the normal gravity value computed on the
 RB0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0513.degrees latitude (g = 980.6199 gals.).
 RB0513
 RB0513.The modeled gravity was interpolated from observed gravity values.
 RB0513
 RB0513;                    North         East    Units  Estimated Accuracy
 RB0513;SPC OR N     -   225,490.    2,629,130.      MT  (+/- 180 meters Scaled)
 RB0513
 RB0513                          SUPERSEDED SURVEY CONTROL
 RB0513
 RB0513  NGVD 29 (??/??/92)  415.468  (m)         1363.08   (f) ADJ UNCH    1 2
 RB0513
 RB0513.Superseded values are not recommended for survey control.
 RB0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0513.See file dsdata.txt to determine how the superseded data were derived.
 RB0513
 RB0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL565605(NAD 83)
 RB0513_MARKER: DD = SURVEY DISK
 RB0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0513_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0513_STAMPING: F 306 1941
 RB0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0513+STABILITY: SURFACE MOTION
 RB0513
 RB0513  HISTORY     - Date     Condition        Report By
 RB0513  HISTORY     - 1941     MONUMENTED       ORDT
 RB0513  HISTORY     - 1943     GOOD             NGS
 RB0513
 RB0513                          STATION DESCRIPTION
 RB0513
 RB0513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 RB0513'3.75 MI NW FROM PENDLETON.
 RB0513'ALONG THE PENDLETON AIRPORT HIGHWAY, 3.75 MILES NORTHWEST OF THE UNION
 RB0513'PACIFIC STATION AT PENDLETON, ON THE WEST SIDE OF A GULLY BETWEEN ROCK
 RB0513'CUTS, 16 FEET NORTHWEST OF AN 18 INCH PIPE CULVERT, 57 FEET NORTH OF
 RB0513'THE CENTER OF THE HIGHWAY, 1 FOOT EAST OF A REFERENCE POST, PROJECTING
 RB0513'ABOUT 5 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1089 ***********************************************************************
 RD1089  DESIGNATION -  F 309
 RD1089  PID         -  RD1089
 RD1089  STATE/COUNTY-  OR/TILLAMOOK
 RD1089  USGS QUAD   -  TILLAMOOK (1985)
 RD1089
 RD1089                         *CURRENT SURVEY CONTROL
 RD1089  ___________________________________________________________________
 RD1089* NAD 83(1986)-  45 24 28.     (N)    123 49 24.     (W)     SCALED    
 RD1089* NAVD 88     -         8.670  (meters)      28.44   (feet)  ADJUSTED  
 RD1089  ___________________________________________________________________
 RD1089  GEOID HEIGHT-         -22.13  (meters)                     GEOID03
 RD1089  DYNAMIC HT  -           8.671 (meters)      28.45  (feet)  COMP
 RD1089  MODELED GRAV-     980,682.6   (mgal)                       NAVD 88
 RD1089
 RD1089  VERT ORDER  -  FIRST     CLASS II
 RD1089
 RD1089.The horizontal coordinates were scaled from a topographic map and have
 RD1089.an estimated accuracy of +/- 6 seconds.
 RD1089
 RD1089.The orthometric height was determined by differential leveling
 RD1089.and adjusted in June 1991.
 RD1089
 RD1089.The geoid height was determined by GEOID03.
 RD1089
 RD1089.The dynamic height is computed by dividing the NAVD 88
 RD1089.geopotential number by the normal gravity value computed on the
 RD1089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1089.degrees latitude (g = 980.6199 gals.).
 RD1089
 RD1089.The modeled gravity was interpolated from observed gravity values.
 RD1089
 RD1089;                    North         East    Units  Estimated Accuracy
 RD1089;SPC OR N     -   198,830.    2,239,930.      MT  (+/- 180 meters Scaled)
 RD1089
 RD1089                          SUPERSEDED SURVEY CONTROL
 RD1089
 RD1089  NGVD 29 (??/??/92)    7.624  (m)           25.01   (f) ADJ UNCH    1 2
 RD1089
 RD1089.Superseded values are not recommended for survey control.
 RD1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1089.See file dsdata.txt to determine how the superseded data were derived.
 RD1089
 RD1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR355285(NAD 83)
 RD1089_MARKER: DD = SURVEY DISK
 RD1089_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RD1089_SP_SET: HEADWALL
 RD1089_STAMPING: F 309 1942
 RD1089_MARK LOGO: ORHD  
 RD1089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD1089+STABILITY: SURFACE MOTION
 RD1089
 RD1089  HISTORY     - Date     Condition        Report By
 RD1089  HISTORY     - 1942     MONUMENTED       ORHD
 RD1089  HISTORY     - 1962     GOOD             NGS
 RD1089  HISTORY     - 1987     GOOD             NGS
 RD1089  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 RD1089
 RD1089                          STATION DESCRIPTION
 RD1089
 RD1089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RD1089'3.5 MI SE FROM TILLAMOOK.
 RD1089'REACHED FROM THE POST OFFICE AT TILLAMOOK GO WEST FOR 2 BLOCKS TURN
 RD1089'LEFT, GO SOUTH ON U.S. HIGHWAY 101 3.5 MILES TO A CURVE IN THE
 RD1089'HIGHWAY, BENCH MARK IS IN THE NORTHWEST CORNER OF A CONCRETE HEADWALL
 RD1089'FOR A TRIPLE CULVERT, TOP OF HEADWALL AND DISK IS ABOUT 3-FEET ABOVE
 RD1089'THE SURFACE OF THE OLD PAVED ROAD-WAY, AND ABOUT 100 FEET NORTHEAST OF
 RD1089'THE NEW HIGHWAY.
 RD1089
 RD1089                          STATION RECOVERY (1987)
 RD1089
 RD1089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD1089'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  6.2 KM (3.85
 RD1089'MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM ITS JUNCTION WITH STATE
 RD1089'HIGHWAY 6 IN TILLAMOOK, IN TOP OF THE NORTHWEST END OF THE SOUTHWEST
 RD1089'HEADWALL OF A 10 BY 18 FOOT THREE CHANNEL CULVERT ON AN ABANDONED
 RD1089'SECTION OF THE HIGHWAY, 30.9 M (101.4 FT) NORTHEAST OF THE CENTERLINE
 RD1089'OF THE HIGHWAY, AND 0.4 M (1.3 FT) SOUTHEAST OF THE NORTHWEST END OF
 RD1089'THE NORTHWEST WINGWALL.
 RD1089'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 RD1089
 RD1089                          STATION RECOVERY (1990)
 RD1089
 RD1089'RECOVERY NOTE BY US POWER SQUADRON 1990 (KRN)
 RD1089'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC0499 ***********************************************************************
 SC0499  DESIGNATION -  F 31
 SC0499  PID         -  SC0499
 SC0499  STATE/COUNTY-  OR/CLATSOP
 SC0499  USGS QUAD   -  ASTORIA (1984)
 SC0499
 SC0499                         *CURRENT SURVEY CONTROL
 SC0499  ___________________________________________________________________
 SC0499* NAD 83(1986)-  46 11 20.     (N)    123 50 07.     (W)     SCALED    
 SC0499* NAVD 88     -         7.001  (meters)      22.97   (feet)  ADJUSTED  
 SC0499  ___________________________________________________________________
 SC0499  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 SC0499  DYNAMIC HT  -           7.002 (meters)      22.97  (feet)  COMP
 SC0499  MODELED GRAV-     980,716.6   (mgal)                       NAVD 88
 SC0499
 SC0499  VERT ORDER  -  FIRST     CLASS II
 SC0499
 SC0499.The horizontal coordinates were scaled from a topographic map and have
 SC0499.an estimated accuracy of +/- 6 seconds.
 SC0499
 SC0499.The orthometric height was determined by differential leveling
 SC0499.and adjusted in June 1991.
 SC0499.WARNING-Repeat measurements at this control monument indicate possible
 SC0499.vertical movement.
 SC0499
 SC0499.The geoid height was determined by GEOID03.
 SC0499
 SC0499.The dynamic height is computed by dividing the NAVD 88
 SC0499.geopotential number by the normal gravity value computed on the
 SC0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0499.degrees latitude (g = 980.6199 gals.).
 SC0499
 SC0499.The modeled gravity was interpolated from observed gravity values.
 SC0499
 SC0499;                    North         East    Units  Estimated Accuracy
 SC0499;SPC OR N     -   285,610.    2,242,580.      MT  (+/- 180 meters Scaled)
 SC0499
 SC0499                          SUPERSEDED SURVEY CONTROL
 SC0499
 SC0499  NGVD 29 (??/??/92)    5.985  (m)           19.64   (f) ADJ UNCH    1 2
 SC0499
 SC0499.Superseded values are not recommended for survey control.
 SC0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0499.See file dsdata.txt to determine how the superseded data were derived.
 SC0499
 SC0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS355153(NAD 83)
 SC0499_MARKER: DB = BENCH MARK DISK
 SC0499_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 SC0499+WITH SETTING: PAVEMENT
 SC0499_SP_SET: STEPS
 SC0499_STAMPING: F 31 1920
 SC0499_MARK LOGO: CGS   
 SC0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0499+STABILITY: SURFACE MOTION
 SC0499_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SC0499+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2006
 SC0499
 SC0499  HISTORY     - Date     Condition        Report By
 SC0499  HISTORY     - 1920     MONUMENTED       CGS
 SC0499  HISTORY     - 1935     GOOD             NGS
 SC0499  HISTORY     - 1945     GOOD             NGS
 SC0499  HISTORY     - 1984     GOOD             USPSQD
 SC0499  HISTORY     - 1987     GOOD             USPSQD
 SC0499  HISTORY     - 1987     GOOD             USPSQD
 SC0499  HISTORY     - 1987     GOOD             USPSQD
 SC0499  HISTORY     - 1987     GOOD             NGS
 SC0499  HISTORY     - 1989     GOOD             USPSQD
 SC0499  HISTORY     - 1989     GOOD             USPSQD
 SC0499  HISTORY     - 1990     GOOD             USPSQD
 SC0499  HISTORY     - 20010218 GOOD             USPSQD
 SC0499  HISTORY     - 20060708 GOOD             USPSQD
 SC0499
 SC0499                          STATION DESCRIPTION
 SC0499
 SC0499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 SC0499'IN ASTORIA.
 SC0499'AT ASTORIA, CLATSOP COUNTY, ON THE SOUTH SIDE OF COMMERCIAL STREET,
 SC0499'BETWEEN SEVENTH AND EIGHTH STREETS, AT THE FRONT ENTRANCE TO THE
 SC0499'COUNTY COURTHOUSE, AND IN THE TOP OF THE EAST END OF THE FIRST STEP. A
 SC0499'STANDARD DISK, STAMPED F 31 1920.
 SC0499
 SC0499                          STATION RECOVERY (1945)
 SC0499
 SC0499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 SC0499'RECOVERED IN GOOD CONDITION.
 SC0499
 SC0499                          STATION RECOVERY (1984)
 SC0499
 SC0499'RECOVERY NOTE BY US POWER SQUADRON 1984
 SC0499'RECOVERED IN GOOD CONDITION.
 SC0499
 SC0499                          STATION RECOVERY (1987)
 SC0499
 SC0499'RECOVERY NOTE BY US POWER SQUADRON 1987 (GAN)
 SC0499'RECOVERED IN GOOD CONDITION.
 SC0499
 SC0499                          STATION RECOVERY (1987)
 SC0499
 SC0499'RECOVERY NOTE BY US POWER SQUADRON 1987 (JBL)
 SC0499'RECOVERED IN GOOD CONDITION.
 SC0499
 SC0499                          STATION RECOVERY (1987)
 SC0499
 SC0499'RECOVERY NOTE BY US POWER SQUADRON 1987 (RG)
 SC0499'RECOVERED IN GOOD CONDITION.
 SC0499
 SC0499                          STATION RECOVERY (1987)
 SC0499
 SC0499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SC0499'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN ASTORIA,
 SC0499'AT 749 COMMERICAL STREET, IN THE EAST END OF THE FIRST CONCRETE STEP
 SC0499'LEADING TO THE NORTH ENTRANCE TO THE COUNTY COURTHOUSE, AND 12.2 M
 SC0499'(40.0 FT) NORTH OF THE CENTER OF THE ENTRANCE.
 SC0499'THE MARK IS ABOVE LEVEL WITH THE ENTRANCE.
 SC0499
 SC0499                          STATION RECOVERY (1989)
 SC0499
 SC0499'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 SC0499'RECOVERED IN GOOD CONDITION.
 SC0499
 SC0499                          STATION RECOVERY (1989)
 SC0499
 SC0499'RECOVERY NOTE BY US POWER SQUADRON 1989 (RCC)
 SC0499'RECOVERED IN GOOD CONDITION.
 SC0499
 SC0499                          STATION RECOVERY (1990)
 SC0499
 SC0499'RECOVERY NOTE BY US POWER SQUADRON 1990 (KRN)
 SC0499'RECOVERED IN GOOD CONDITION.
 SC0499
 SC0499                          STATION RECOVERY (2001)
 SC0499
 SC0499'RECOVERY NOTE BY US POWER SQUADRON 2001 (RCC)
 SC0499'RECOVERED IN GOOD CONDITION.
 SC0499
 SC0499                          STATION RECOVERY (2006)
 SC0499
 SC0499'RECOVERY NOTE BY US POWER SQUADRON 2006 (DMJ)
 SC0499'MARK LOCATED AT LEFT EDGE OF MAIN STAIRWAY INTO THE COURTHOUSE
 SC0499'BUILDING AT 749 COMMERICAL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0541 ***********************************************************************
 QB0541  DESIGNATION -  F 310
 QB0541  PID         -  QB0541
 QB0541  STATE/COUNTY-  OR/BAKER
 QB0541  USGS QUAD   -  BIG LOOKOUT MOUNTAIN (1988)
 QB0541
 QB0541                         *CURRENT SURVEY CONTROL
 QB0541  ___________________________________________________________________
 QB0541* NAD 83(1986)-  44 30 04.     (N)    117 22 14.     (W)     SCALED    
 QB0541* NAVD 88     -       737.616  (meters)    2420.00   (feet)  ADJUSTED  
 QB0541  ___________________________________________________________________
 QB0541  GEOID HEIGHT-         -16.91  (meters)                     GEOID03
 QB0541  DYNAMIC HT  -         737.384 (meters)    2419.23  (feet)  COMP
 QB0541  MODELED GRAV-     980,279.8   (mgal)                       NAVD 88
 QB0541
 QB0541  VERT ORDER  -  FIRST     CLASS II
 QB0541
 QB0541.The horizontal coordinates were scaled from a topographic map and have
 QB0541.an estimated accuracy of +/- 6 seconds.
 QB0541
 QB0541.The orthometric height was determined by differential leveling
 QB0541.and adjusted in June 1991.
 QB0541
 QB0541.The geoid height was determined by GEOID03.
 QB0541
 QB0541.The dynamic height is computed by dividing the NAVD 88
 QB0541.geopotential number by the normal gravity value computed on the
 QB0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0541.degrees latitude (g = 980.6199 gals.).
 QB0541
 QB0541.The modeled gravity was interpolated from observed gravity values.
 QB0541
 QB0541;                    North         East    Units  Estimated Accuracy
 QB0541;SPC OR N     -    97,550.    2,748,810.      MT  (+/- 180 meters Scaled)
 QB0541
 QB0541                          SUPERSEDED SURVEY CONTROL
 QB0541
 QB0541  NGVD 29 (??/??/92)  736.556  (m)         2416.52   (f) ADJ UNCH    1 2
 QB0541
 QB0541.Superseded values are not recommended for survey control.
 QB0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0541.See file dsdata.txt to determine how the superseded data were derived.
 QB0541
 QB0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK705275(NAD 83)
 QB0541_MARKER: DD = SURVEY DISK
 QB0541_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QB0541_SP_SET: WALK
 QB0541_STAMPING: F 310 1941
 QB0541_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB0541
 QB0541  HISTORY     - Date     Condition        Report By
 QB0541  HISTORY     - 1941     MONUMENTED       ORDT
 QB0541  HISTORY     - 1971     GOOD             NGS
 QB0541  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 QB0541
 QB0541                          STATION DESCRIPTION
 QB0541
 QB0541'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1941
 QB0541'IN WEATHERBY.
 QB0541'JUST NORTH OF WEATHERBY, BAKER COUNTY, ON THE OREGON TRAIL (U.S. 30),
 QB0541'NEAR MILEAGE 370, AT THE BRIDGE OVER CHICKEN CREEK, AT THE SOUTHEAST
 QB0541'CORNER, AND IN THE WALK.  AN OREGON STATE HIGHWAY DEPARTMENT STANDARD
 QB0541'DISK, STAMPED F 310 1941.
 QB0541
 QB0541                          STATION RECOVERY (1971)
 QB0541
 QB0541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 QB0541'RECOVERED IN GOOD CONDITION.
 QB0541
 QB0541                          STATION RECOVERY (1985)
 QB0541
 QB0541'RECOVERY NOTE BY US POWER SQUADRON 1985 (NCS)
 QB0541'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0542 ***********************************************************************
 QB0542  DESIGNATION -  F 310 RESET
 QB0542  PID         -  QB0542
 QB0542  STATE/COUNTY-  OR/BAKER
 QB0542  USGS QUAD   -  BIG LOOKOUT MOUNTAIN (1988)
 QB0542
 QB0542                         *CURRENT SURVEY CONTROL
 QB0542  ___________________________________________________________________
 QB0542* NAD 83(1986)-  44 30 05.     (N)    117 22 14.     (W)     SCALED    
 QB0542* NAVD 88     -       738.81   (meters)    2423.9    (feet)  RESET     
 QB0542  ___________________________________________________________________
 QB0542  GEOID HEIGHT-         -16.90  (meters)                     GEOID03
 QB0542  VERT ORDER  -  THIRD
 QB0542
 QB0542.The horizontal coordinates were scaled from a topographic map and have
 QB0542.an estimated accuracy of +/- 6 seconds.
 QB0542
 QB0542.The orthometric height was computed from unverified reset data.
 QB0542
 QB0542.The geoid height was determined by GEOID03.
 QB0542
 QB0542;                    North         East    Units  Estimated Accuracy
 QB0542;SPC OR N     -    97,580.    2,748,810.      MT  (+/- 180 meters Scaled)
 QB0542
 QB0542                          SUPERSEDED SURVEY CONTROL
 QB0542
 QB0542.No superseded survey control is available for this station.
 QB0542
 QB0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK705276(NAD 83)
 QB0542_MARKER: DD = SURVEY DISK
 QB0542_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QB0542_SP_SET: CULVERT
 QB0542_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB0542
 QB0542  HISTORY     - Date     Condition        Report By
 QB0542  HISTORY     - 1971     MONUMENTED       ORDT
 QB0542  HISTORY     - 1971     GOOD             NGS
 QB0542
 QB0542                          STATION DESCRIPTION
 QB0542
 QB0542'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 QB0542'8.0 MI SE FROM DURKEE.
 QB0542'REACHED FROM THE DURKEE POST OFFICE GO SOUTHEAST ON U.S. HIGHWAY 30
 QB0542'FOR 2.0 MILES TO THE JUNCTION WITH INTERSTATE 80N, CONTINUE SOUTHEAST
 QB0542'ON INTERSTATE 80N FOR 6.0 MILES TO CHICKEN CREEK, AND THE BENCH MARK
 QB0542'ON THE LEFT.  THE BENCH MARK, AN UNSPAMPED STATE HIGHWAY BENCH MARK
 QB0542'DISK, IS 0.4 MILE NORTH OF THE WEATHERBY RAILROAD SIDING SET IN THE
 QB0542'EAST HEADWALL OF THE 7 BY 7 FOOT CONCRETE BOX CULVERT OVER CHICKEN
 QB0542'CREEK, 150 FEET NORTHWEST OF A BRICK DWELLING, 93 FEET EAST OF THE
 QB0542'CENTER OF INTERSTATE 80N, AND 1 FOOT SOUTHWEST OF THE NORTHEAST END OF
 QB0542'THE HEADWALL.  NOTE-- CONSTRUCTION IN THE AREA MAY CAUSE MILEAGES TO
 QB0542'DIFFER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0383 ***********************************************************************
 QB0383  DESIGNATION -  F 311
 QB0383  PID         -  QB0383
 QB0383  STATE/COUNTY-  OR/MALHEUR
 QB0383  USGS QUAD   -  WEISER SOUTH (1951)
 QB0383
 QB0383                         *CURRENT SURVEY CONTROL
 QB0383  ___________________________________________________________________
 QB0383* NAD 83(1986)-  44 12 57.     (N)    116 59 11.     (W)     SCALED    
 QB0383* NAVD 88     -       659.636  (meters)    2164.16   (feet)  ADJUSTED  
 QB0383  ___________________________________________________________________
 QB0383  GEOID HEIGHT-         -17.31  (meters)                     GEOID03
 QB0383  DYNAMIC HT  -         659.459 (meters)    2163.58  (feet)  COMP
 QB0383  MODELED GRAV-     980,328.5   (mgal)                       NAVD 88
 QB0383
 QB0383  VERT ORDER  -  SECOND    CLASS 0
 QB0383
 QB0383.The horizontal coordinates were scaled from a topographic map and have
 QB0383.an estimated accuracy of +/- 6 seconds.
 QB0383
 QB0383.The orthometric height was determined by differential leveling
 QB0383.and adjusted in June 1991.
 QB0383
 QB0383.The geoid height was determined by GEOID03.
 QB0383
 QB0383.The dynamic height is computed by dividing the NAVD 88
 QB0383.geopotential number by the normal gravity value computed on the
 QB0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0383.degrees latitude (g = 980.6199 gals.).
 QB0383
 QB0383.The modeled gravity was interpolated from observed gravity values.
 QB0383
 QB0383;                    North         East    Units  Estimated Accuracy
 QB0383;SPC OR S     -   289,080.    1,780,730.      MT  (+/- 180 meters Scaled)
 QB0383
 QB0383                          SUPERSEDED SURVEY CONTROL
 QB0383
 QB0383  NGVD 29 (??/??/92)  658.66   (m)         2161.0    (f) COMPUTED    2 0
 QB0383
 QB0383.Superseded values are not recommended for survey control.
 QB0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0383.See file dsdata.txt to determine how the superseded data were derived.
 QB0383
 QB0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ010958(NAD 83)
 QB0383_MARKER: Q = CHISELED SQUARE
 QB0383_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QB0383_SP_SET: CONCRETE SLAB
 QB0383_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB0383
 QB0383  HISTORY     - Date     Condition        Report By
 QB0383  HISTORY     - UNK      MONUMENTED       CGS
 QB0383  HISTORY     - 1946     GOOD             NGS
 QB0383
 QB0383                          STATION DESCRIPTION
 QB0383
 QB0383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 QB0383'15.35 MI N FROM ONTARIO.
 QB0383'ALONG U.S. HIGHWAY NO.30, 15.35 MILES NORTH OF THE ONTARIO UNDERPASS
 QB0383'AT ONTARIO, AT WEISER JUNCTION, ALSO 2.65 MILES SOUTH ALONG U.S.
 QB0383'HIGHWAY 30N FROM THE UNION PACIFIC RAILROAD STATION AT WEISER, IDAHO,
 QB0383'DIRECTLY ACROSS A GRAVEL ROAD FROM A STORE AND SERVICE STATION, 68.5
 QB0383'FEET SOUTH OF CENTER OF U.S. HIGHWAY 30, 56.0 FEET WEST OF CENTER OF
 QB0383'GRAVEL ROAD LEADING SOUTH (THIS POINT IS ALSO IN LINE TANGENT WITH AND
 QB0383'ACROSS U.S. HIGHWAY 30 FROM THE CENTER-LINE OF U.S. HIGHWAY 30N), 33.5
 QB0383'FEET SOUTHWEST OF AN 8-INCH SQUARE WHITE POST MARKED F A P 67 ON ONE
 QB0383'SIDE AND F A P 158A ON ANOTHER SIDE, AN OUTLINED CHISELED SQUARE CUT
 QB0383'ON TOP OF AND 1.5 FOOT EAST OF THE WEST EDGE OF AND 0.4 FOOT SOUTH OF
 QB0383'THE NORTH EDGE OF THE NORTHWEST CORNER OF A CONCRETE SLAB AROUND A
 QB0383'SMALL WATER TANK AND PUMP HOUSE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0363 ***********************************************************************
 QB0363  DESIGNATION -  F 312
 QB0363  PID         -  QB0363
 QB0363  STATE/COUNTY-  OR/MALHEUR
 QB0363  USGS QUAD   -  PAYETTE (1974)
 QB0363
 QB0363                         *CURRENT SURVEY CONTROL
 QB0363  ___________________________________________________________________
 QB0363* NAD 83(1986)-  44 06 46.     (N)    116 57 07.     (W)     SCALED    
 QB0363* NAVD 88     -       651.221  (meters)    2136.55   (feet)  ADJUSTED  
 QB0363  ___________________________________________________________________
 QB0363  GEOID HEIGHT-         -17.56  (meters)                     GEOID03
 QB0363  DYNAMIC HT  -         651.032 (meters)    2135.93  (feet)  COMP
 QB0363  MODELED GRAV-     980,307.3   (mgal)                       NAVD 88
 QB0363
 QB0363  VERT ORDER  -  SECOND    CLASS 0
 QB0363
 QB0363.The horizontal coordinates were scaled from a topographic map and have
 QB0363.an estimated accuracy of +/- 6 seconds.
 QB0363
 QB0363.The orthometric height was determined by differential leveling
 QB0363.and adjusted in June 1991.
 QB0363
 QB0363.The geoid height was determined by GEOID03.
 QB0363
 QB0363.The dynamic height is computed by dividing the NAVD 88
 QB0363.geopotential number by the normal gravity value computed on the
 QB0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0363.degrees latitude (g = 980.6199 gals.).
 QB0363
 QB0363.The modeled gravity was interpolated from observed gravity values.
 QB0363
 QB0363;                    North         East    Units  Estimated Accuracy
 QB0363;SPC OR S     -   277,750.    1,783,960.      MT  (+/- 180 meters Scaled)
 QB0363
 QB0363                          SUPERSEDED SURVEY CONTROL
 QB0363
 QB0363  NGVD 29 (??/??/92)  650.247  (m)         2133.35   (f) ADJ UNCH    2 0
 QB0363
 QB0363.Superseded values are not recommended for survey control.
 QB0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0363.See file dsdata.txt to determine how the superseded data were derived.
 QB0363
 QB0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ038844(NAD 83)
 QB0363_MARKER: Q = CHISELED SQUARE
 QB0363_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QB0363_SP_SET: SYPHON BOX
 QB0363_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB0363
 QB0363  HISTORY     - Date     Condition        Report By
 QB0363  HISTORY     - UNK      MONUMENTED       CGS
 QB0363  HISTORY     - 1946     GOOD             NGS
 QB0363
 QB0363                          STATION DESCRIPTION
 QB0363
 QB0363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 QB0363'6.9 MI N FROM ONTARIO.
 QB0363'ALONG U.S. HIGHWAY NO.30, 6.9 MILES NORTH OF THE ONTARIO UNDERPASS AT
 QB0363'ONTARIO, 0.45 MILE SOUTHWEST OF PAYETTE JUNCTION, 255 FEET NORTHEAST
 QB0363'OF HIGHWAY MILE POST 411, 30.0 FEET NORTHWEST OF CENTER OF THE
 QB0363'HIGHWAY, AN OUTLINED CHISELED SQUARE CUT IN CENTER AND TOP OF THE
 QB0363'SOUTHEAST WALL OF AND 1.2 FOOT SOUTHWEST OF THE NORTHEAST EDGE OF A
 QB0363'CONCRETE IRRIGATION SYPHON BOX, ABOUT 1 FOOT BELOW THE HIGHWAY AND
 QB0363'ABOUT FLUSH WITH THE TOP OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0377 ***********************************************************************
 PA0377  DESIGNATION -  F 314
 PA0377  PID         -  PA0377
 PA0377  STATE/COUNTY-  OR/HARNEY
 PA0377  USGS QUAD   -  BURNS (1960)
 PA0377
 PA0377                         *CURRENT SURVEY CONTROL
 PA0377  ___________________________________________________________________
 PA0377* NAD 83(1986)-  43 31 38.     (N)    119 01 11.     (W)     SCALED    
 PA0377* NAVD 88     -      1260.932  (meters)    4136.91   (feet)  ADJUSTED  
 PA0377  ___________________________________________________________________
 PA0377  GEOID HEIGHT-         -19.19  (meters)                     GEOID03
 PA0377  DYNAMIC HT  -        1260.315 (meters)    4134.88  (feet)  COMP
 PA0377  MODELED GRAV-     980,086.3   (mgal)                       NAVD 88
 PA0377
 PA0377  VERT ORDER  -  SECOND    CLASS 0
 PA0377
 PA0377.The horizontal coordinates were scaled from a topographic map and have
 PA0377.an estimated accuracy of +/- 6 seconds.
 PA0377
 PA0377.The orthometric height was determined by differential leveling
 PA0377.and adjusted in June 1991.
 PA0377
 PA0377.The geoid height was determined by GEOID03.
 PA0377
 PA0377.The dynamic height is computed by dividing the NAVD 88
 PA0377.geopotential number by the normal gravity value computed on the
 PA0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0377.degrees latitude (g = 980.6199 gals.).
 PA0377
 PA0377.The modeled gravity was interpolated from observed gravity values.
 PA0377
 PA0377;                    North         East    Units  Estimated Accuracy
 PA0377;SPC OR S     -   207,730.    1,619,650.      MT  (+/- 180 meters Scaled)
 PA0377
 PA0377                          SUPERSEDED SURVEY CONTROL
 PA0377
 PA0377  NGVD 29 (??/??/92) 1259.735  (m)         4132.98   (f) ADJ UNCH    2 0
 PA0377
 PA0377.Superseded values are not recommended for survey control.
 PA0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0377.See file dsdata.txt to determine how the superseded data were derived.
 PA0377
 PA0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ367213(NAD 83)
 PA0377_MARKER: DB = BENCH MARK DISK
 PA0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0377_SP_SET: CONCRETE POST
 PA0377_STAMPING: 4133 F 314 1934
 PA0377_MARK LOGO: ORGS  
 PA0377_MAGNETIC: N = NO MAGNETIC MATERIAL
 PA0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0377+STABILITY: SURFACE MOTION
 PA0377_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PA0377+SATELLITE: SATELLITE OBSERVATIONS - November 07, 1991
 PA0377
 PA0377  HISTORY     - Date     Condition        Report By
 PA0377  HISTORY     - 1934     MONUMENTED       CGS
 PA0377  HISTORY     - 19911107 GOOD             NGS
 PA0377
 PA0377                          STATION DESCRIPTION
 PA0377
 PA0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PA0377'5.5 MI SE FROM BURNS.
 PA0377'ABOUT 5.5 MILES SOUTHEAST ALONG THE FRENCHGLEN HIGHWAY FROM BURNS,
 PA0377'HARNEY COUNTY, 5 FEET EAST OF NORTH-SOUTH FENCE, 1 FOOT SOUTH OF
 PA0377'EAST-WEST FENCE, 35 FEET EAST OF HIGHWAY.  A STANDARD DISK, STAMPED
 PA0377'4133 F 314 1934 AND SET IN A CONCRETE POST.
 PA0377
 PA0377                          STATION RECOVERY (1991)
 PA0377
 PA0377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 (LLR)
 PA0377'THE MARK IS LOCATED ABOUT 4 MILES SOUTH ALONG HIGHWAY 205 FROM ITS
 PA0377'JUNCTION WITH HIGHWAY 78.  IT IS ABOUT 200 METERS SOUTH OF MILEPOST 4
 PA0377'ON THE EAST SIDE OF THE ROAD AND AT A JOG IN A NORTH SOUTH FENCE, 1.5
 PA0377'M (4.9 FT) EAST OF A NORTH SOUTH FENCE AND 0.33 M (1.08 FT) SOUTH OF
 PA0377'AN EAST-WEST FENCE. DESCRIBED BY L.L. RIGGERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0167 ***********************************************************************
 PA0167  DESIGNATION -  F 315
 PA0167  PID         -  PA0167
 PA0167  STATE/COUNTY-  OR/HARNEY
 PA0167  USGS QUAD   -  JACKASS BUTTE (1967)
 PA0167
 PA0167                         *CURRENT SURVEY CONTROL
 PA0167  ___________________________________________________________________
 PA0167* NAD 83(1986)-  43 05 44.     (N)    118 54 02.     (W)     SCALED    
 PA0167* NAVD 88     -      1265.676  (meters)    4152.47   (feet)  ADJUSTED  
 PA0167  ___________________________________________________________________
 PA0167  GEOID HEIGHT-         -19.23  (meters)                     GEOID03
 PA0167  DYNAMIC HT  -        1264.997 (meters)    4150.24  (feet)  COMP
 PA0167  MODELED GRAV-     980,040.6   (mgal)                       NAVD 88
 PA0167
 PA0167  VERT ORDER  -  SECOND    CLASS 0
 PA0167
 PA0167.The horizontal coordinates were scaled from a topographic map and have
 PA0167.an estimated accuracy of +/- 6 seconds.
 PA0167
 PA0167.The orthometric height was determined by differential leveling
 PA0167.and adjusted in June 1991.
 PA0167
 PA0167.The geoid height was determined by GEOID03.
 PA0167
 PA0167.The dynamic height is computed by dividing the NAVD 88
 PA0167.geopotential number by the normal gravity value computed on the
 PA0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0167.degrees latitude (g = 980.6199 gals.).
 PA0167
 PA0167.The modeled gravity was interpolated from observed gravity values.
 PA0167
 PA0167;                    North         East    Units  Estimated Accuracy
 PA0167;SPC OR S     -   159,970.    1,630,200.      MT  (+/- 180 meters Scaled)
 PA0167
 PA0167                          SUPERSEDED SURVEY CONTROL
 PA0167
 PA0167  NGVD 29 (??/??/92) 1264.499  (m)         4148.61   (f) ADJ UNCH    2 0
 PA0167
 PA0167.Superseded values are not recommended for survey control.
 PA0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0167.See file dsdata.txt to determine how the superseded data were derived.
 PA0167
 PA0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH453731(NAD 83)
 PA0167_MARKER: DB = BENCH MARK DISK
 PA0167_SETTING: 66 = SET IN ROCK OUTCROP
 PA0167_SP_SET: ROCK
 PA0167_STAMPING: 4148 F 315 1934
 PA0167_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PA0167+STABILITY: POSITION/ELEVATION WELL
 PA0167
 PA0167  HISTORY     - Date     Condition        Report By
 PA0167  HISTORY     - 1934     MONUMENTED       CGS
 PA0167  HISTORY     - 1967     MARK NOT FOUND   USGS
 PA0167
 PA0167                          STATION DESCRIPTION
 PA0167
 PA0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PA0167'14.6 MI S FROM NARROWS.
 PA0167'14.6 MILES SOUTH OF POST OFFICE AT NARROWS, 55 FEET WEST OF CENTERLINE
 PA0167'OF FRENCHGLEN HIGHWAY, IN TOP OF A LARGE ROCK THAT IS ON LINE WITH J.
 PA0167'CROWS NORTH FENCE.
 PA0167
 PA0167                          STATION RECOVERY (1967)
 PA0167
 PA0167'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 PA0167'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0077 ***********************************************************************
 NY0077  DESIGNATION -  F 317
 NY0077  PID         -  NY0077
 NY0077  STATE/COUNTY-  OR/LAKE
 NY0077  USGS QUAD   -  LAKEVIEW NE (1964)
 NY0077
 NY0077                         *CURRENT SURVEY CONTROL
 NY0077  ___________________________________________________________________
 NY0077* NAD 83(1986)-  42 12 18.     (N)    120 21 03.     (W)     SCALED    
 NY0077* NAVD 88     -      1464.681  (meters)    4805.37   (feet)  ADJUSTED  
 NY0077  ___________________________________________________________________
 NY0077  GEOID HEIGHT-         -20.92  (meters)                     GEOID03
 NY0077  DYNAMIC HT  -        1463.725 (meters)    4802.24  (feet)  COMP
 NY0077  MODELED GRAV-     979,917.8   (mgal)                       NAVD 88
 NY0077
 NY0077  VERT ORDER  -  FIRST     CLASS II
 NY0077
 NY0077.The horizontal coordinates were scaled from a topographic map and have
 NY0077.an estimated accuracy of +/- 6 seconds.
 NY0077
 NY0077.The orthometric height was determined by differential leveling
 NY0077.and adjusted in June 1991.
 NY0077
 NY0077.The geoid height was determined by GEOID03.
 NY0077
 NY0077.The dynamic height is computed by dividing the NAVD 88
 NY0077.geopotential number by the normal gravity value computed on the
 NY0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0077.degrees latitude (g = 980.6199 gals.).
 NY0077
 NY0077.The modeled gravity was interpolated from observed gravity values.
 NY0077
 NY0077;                    North         East    Units  Estimated Accuracy
 NY0077;SPC OR S     -    59,810.    1,512,320.      MT  (+/- 180 meters Scaled)
 NY0077
 NY0077                          SUPERSEDED SURVEY CONTROL
 NY0077
 NY0077  NGVD 29 (??/??/92) 1463.488  (m)         4801.46   (f) ADJ UNCH    1 2
 NY0077
 NY0077.Superseded values are not recommended for survey control.
 NY0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0077.See file dsdata.txt to determine how the superseded data were derived.
 NY0077
 NY0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGM187759(NAD 83)
 NY0077_MARKER: DD = SURVEY DISK
 NY0077_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NY0077_SP_SET: CONCRETE SCALE
 NY0077_STAMPING: F 317 1941
 NY0077_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NY0077
 NY0077  HISTORY     - Date     Condition        Report By
 NY0077  HISTORY     - 1941     MONUMENTED       ORDT
 NY0077  HISTORY     - 1942     GOOD             NGS
 NY0077  HISTORY     - 19860918 GOOD             USPSQD
 NY0077
 NY0077                          STATION DESCRIPTION
 NY0077
 NY0077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NY0077'1.05 MI N FROM LAKEVIEW.
 NY0077'ALONG THE U.S. HIGHWAY 395, IN THE NORTHEAST CORNER OF HIGHWAY SCALES
 NY0077'PLATFORM, 5 FEET NORTHWEST OF CORNER OF SCALE HOUSE, 49 FEET EAST OF
 NY0077'CENTER LINE OF HIGHWAY.  MARK IS 0.85 MILE NORTH OF JUNCTION OF OREGON
 NY0077'STATE HIGHWAY NO. 66 AND U.S. HIGHWAY NO. 395.  MARK IS ALSO LOCATED
 NY0077'NORTHEAST OF AND ACROSS THE ROAD FROM THE JUNCTION OF HIGHWAY AND
 NY0077'NORTH J STREET.
 NY0077
 NY0077                          STATION RECOVERY (1986)
 NY0077
 NY0077'RECOVERY NOTE BY US POWER SQUADRON 1986 (RCC)
 NY0077'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0320 ***********************************************************************
 RB0320  DESIGNATION -  F 32
 RB0320  PID         -  RB0320
 RB0320  STATE/COUNTY-  OR/UMATILLA
 RB0320  USGS QUAD   -  PILOT ROCK (1967)
 RB0320
 RB0320                         *CURRENT SURVEY CONTROL
 RB0320  ___________________________________________________________________
 RB0320* NAD 83(1986)-  45 28 55.     (N)    118 49 54.     (W)     SCALED    
 RB0320* NAVD 88     -       519.241  (meters)    1703.54   (feet)  ADJUSTED  
 RB0320  ___________________________________________________________________
 RB0320  GEOID HEIGHT-         -20.09  (meters)                     GEOID03
 RB0320  DYNAMIC HT  -         519.160 (meters)    1703.28  (feet)  COMP
 RB0320  MODELED GRAV-     980,443.8   (mgal)                       NAVD 88
 RB0320
 RB0320  VERT ORDER  -  FIRST     CLASS II
 RB0320
 RB0320.The horizontal coordinates were scaled from a topographic map and have
 RB0320.an estimated accuracy of +/- 6 seconds.
 RB0320
 RB0320.The orthometric height was determined by differential leveling
 RB0320.and adjusted in June 1991.
 RB0320
 RB0320.The geoid height was determined by GEOID03.
 RB0320
 RB0320.The dynamic height is computed by dividing the NAVD 88
 RB0320.geopotential number by the normal gravity value computed on the
 RB0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0320.degrees latitude (g = 980.6199 gals.).
 RB0320
 RB0320.The modeled gravity was interpolated from observed gravity values.
 RB0320
 RB0320;                    North         East    Units  Estimated Accuracy
 RB0320;SPC OR N     -   203,060.    2,630,410.      MT  (+/- 180 meters Scaled)
 RB0320
 RB0320                          SUPERSEDED SURVEY CONTROL
 RB0320
 RB0320  NGVD 29 (??/??/92)  518.206  (m)         1700.15   (f) ADJ UNCH    1 2
 RB0320
 RB0320.Superseded values are not recommended for survey control.
 RB0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0320.See file dsdata.txt to determine how the superseded data were derived.
 RB0320
 RB0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL568381(NAD 83)
 RB0320_MARKER: DB = BENCH MARK DISK
 RB0320_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RB0320_SP_SET: BUILDING
 RB0320_STAMPING: F-32 1930
 RB0320_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RB0320
 RB0320  HISTORY     - Date     Condition        Report By
 RB0320  HISTORY     - 1930     MONUMENTED       CGS
 RB0320  HISTORY     - 1968     GOOD             NGS
 RB0320
 RB0320                          STATION DESCRIPTION
 RB0320
 RB0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 RB0320'IN PILOT ROCK.
 RB0320'IN THE BUILDING OF THE PILOT ROCK HIGH SCHOOL JUST EAST OF THE OREGON
 RB0320'WASHINGTON HIGHWAY.  ON THE CONCRETE FOUNDATION, SOUTH OF MAIN
 RB0320'ENTRANCE.  3 FEET SOUTH OF STEP AND 3 FEET ABOVE GROUND.
 RB0320
 RB0320                          STATION RECOVERY (1968)
 RB0320
 RB0320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 RB0320'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0187 ***********************************************************************
 PA0187  DESIGNATION -  F 320
 PA0187  PID         -  PA0187
 PA0187  STATE/COUNTY-  OR/HARNEY
 PA0187  USGS QUAD   -  MALHEUR LAKE EAST (1990)
 PA0187
 PA0187                         *CURRENT SURVEY CONTROL
 PA0187  ___________________________________________________________________
 PA0187* NAD 83(1986)-  43 15 44.     (N)    118 42 03.     (W)     SCALED    
 PA0187* NAVD 88     -      1269.679  (meters)    4165.61   (feet)  ADJUSTED  
 PA0187  ___________________________________________________________________
 PA0187  GEOID HEIGHT-         -19.03  (meters)                     GEOID03
 PA0187  DYNAMIC HT  -        1269.036 (meters)    4163.50  (feet)  COMP
 PA0187  MODELED GRAV-     980,069.5   (mgal)                       NAVD 88
 PA0187
 PA0187  VERT ORDER  -  SECOND    CLASS 0
 PA0187
 PA0187.The horizontal coordinates were scaled from a topographic map and have
 PA0187.an estimated accuracy of +/- 6 seconds.
 PA0187
 PA0187.The orthometric height was determined by differential leveling
 PA0187.and adjusted in June 1991.
 PA0187
 PA0187.The geoid height was determined by GEOID03.
 PA0187
 PA0187.The dynamic height is computed by dividing the NAVD 88
 PA0187.geopotential number by the normal gravity value computed on the
 PA0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0187.degrees latitude (g = 980.6199 gals.).
 PA0187
 PA0187.The modeled gravity was interpolated from observed gravity values.
 PA0187
 PA0187;                    North         East    Units  Estimated Accuracy
 PA0187;SPC OR S     -   178,810.    1,646,050.      MT  (+/- 180 meters Scaled)
 PA0187
 PA0187                          SUPERSEDED SURVEY CONTROL
 PA0187
 PA0187  NGVD 29 (??/??/92) 1268.512  (m)         4161.78   (f) ADJ UNCH    2 0
 PA0187
 PA0187.Superseded values are not recommended for survey control.
 PA0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0187.See file dsdata.txt to determine how the superseded data were derived.
 PA0187
 PA0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH619913(NAD 83)
 PA0187_MARKER: DB = BENCH MARK DISK
 PA0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PA0187_STAMPING: 4162 F 320 1934
 PA0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0187+STABILITY: SURFACE MOTION
 PA0187
 PA0187  HISTORY     - Date     Condition        Report By
 PA0187  HISTORY     - 1934     MONUMENTED       CGS
 PA0187  HISTORY     - 1958     MARK NOT FOUND   USGS
 PA0187
 PA0187                          STATION DESCRIPTION
 PA0187
 PA0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PA0187'7.4 MI W FROM PRINCETON.
 PA0187'7.4 MILES WEST OF POST OFFICE AT PRINCETON, 6 MILES WEST OF THE
 PA0187'PRINCETON-CRANE ROAD, 36 FEET SOUTH OF CENTERLINE OF PRINCETON-NARROWS
 PA0187'ROAD, ON A TELEPHONE POLE LINE, MIDWAY BETWEEN TWO POLES.
 PA0187
 PA0187                          STATION RECOVERY (1958)
 PA0187
 PA0187'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 PA0187'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0060 ***********************************************************************
 PA0060  DESIGNATION -  F 326
 PA0060  PID         -  PA0060
 PA0060  STATE/COUNTY-  OR/MALHEUR
 PA0060  USGS QUAD   -  PETES MOUNTAIN (1990)
 PA0060
 PA0060                         *CURRENT SURVEY CONTROL
 PA0060  ___________________________________________________________________
 PA0060* NAD 83(1986)-  43 46 46.     (N)    118 13 49.     (W)     SCALED    
 PA0060* NAVD 88     -      1163.238  (meters)    3816.39   (feet)  ADJUSTED  
 PA0060  ___________________________________________________________________
 PA0060  GEOID HEIGHT-         -18.28  (meters)                     GEOID03
 PA0060  DYNAMIC HT  -        1162.718 (meters)    3814.68  (feet)  COMP
 PA0060  MODELED GRAV-     980,131.4   (mgal)                       NAVD 88
 PA0060
 PA0060  VERT ORDER  -  FIRST     CLASS II
 PA0060
 PA0060.The horizontal coordinates were scaled from a topographic map and have
 PA0060.an estimated accuracy of +/- 6 seconds.
 PA0060
 PA0060.The orthometric height was determined by differential leveling
 PA0060.and adjusted in June 1991.
 PA0060
 PA0060.The geoid height was determined by GEOID03.
 PA0060
 PA0060.The dynamic height is computed by dividing the NAVD 88
 PA0060.geopotential number by the normal gravity value computed on the
 PA0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0060.degrees latitude (g = 980.6199 gals.).
 PA0060
 PA0060.The modeled gravity was interpolated from observed gravity values.
 PA0060
 PA0060;                    North         East    Units  Estimated Accuracy
 PA0060;SPC OR S     -   237,170.    1,682,690.      MT  (+/- 180 meters Scaled)
 PA0060
 PA0060                          SUPERSEDED SURVEY CONTROL
 PA0060
 PA0060  NGVD 29 (??/??/92) 1162.102  (m)         3812.66   (f) ADJ UNCH    1 2
 PA0060
 PA0060.Superseded values are not recommended for survey control.
 PA0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0060.See file dsdata.txt to determine how the superseded data were derived.
 PA0060
 PA0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ009481(NAD 83)
 PA0060_MARKER: DD = SURVEY DISK
 PA0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PA0060_STAMPING: F 326 1934 4813
 PA0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0060+STABILITY: SURFACE MOTION
 PA0060
 PA0060  HISTORY     - Date     Condition        Report By
 PA0060  HISTORY     - 1934     MONUMENTED       ORDT
 PA0060  HISTORY     - 1943     GOOD             NGS
 PA0060  HISTORY     - 1973     MARK NOT FOUND   NGS
 PA0060
 PA0060                          STATION DESCRIPTION
 PA0060
 PA0060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PA0060'9.5 MI W FROM JUNTURA.
 PA0060'ABOUT 9.5 MILES WEST ALONG U.S. HIGHWAY 20 FROM THE STATION AT
 PA0060'JUNTURA, MALHEUR COUNTY, AT HIGHWAY MILAGE 180.4, AT THE
 PA0060'HARNEY-MALHEUR COUNTY LINE, 30 FEET NORTHEAST OF THE CENTER OF THE
 PA0060'HIGHWAY, 2.6 FEET SOUTHWEST OF A REFERENCE POST AND ABOUT 3 FEET LOWER
 PA0060'THAN THE HIGHWAY.
 PA0060
 PA0060                          STATION RECOVERY (1973)
 PA0060
 PA0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 PA0060'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0935 ***********************************************************************
 RB0935  DESIGNATION -  F 327
 RB0935  PID         -  RB0935
 RB0935  STATE/COUNTY-  OR/MORROW
 RB0935  USGS QUAD   -  STRAWBERRY CANYON SE (1968)
 RB0935
 RB0935                         *CURRENT SURVEY CONTROL
 RB0935  ___________________________________________________________________
 RB0935* NAD 83(1986)-  45 32 59.     (N)    119 36 50.     (W)     SCALED    
 RB0935* NAVD 88     -       372.498  (meters)    1222.10   (feet)  ADJUSTED  
 RB0935  ___________________________________________________________________
 RB0935  GEOID HEIGHT-         -21.38  (meters)                     GEOID03
 RB0935  DYNAMIC HT  -         372.462 (meters)    1221.99  (feet)  COMP
 RB0935  MODELED GRAV-     980,509.7   (mgal)                       NAVD 88
 RB0935
 RB0935  VERT ORDER  -  SECOND    CLASS 0
 RB0935
 RB0935.The horizontal coordinates were scaled from a topographic map and have
 RB0935.an estimated accuracy of +/- 6 seconds.
 RB0935
 RB0935.The orthometric height was determined by differential leveling
 RB0935.and adjusted in June 1991.
 RB0935
 RB0935.The geoid height was determined by GEOID03.
 RB0935
 RB0935.The dynamic height is computed by dividing the NAVD 88
 RB0935.geopotential number by the normal gravity value computed on the
 RB0935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0935.degrees latitude (g = 980.6199 gals.).
 RB0935
 RB0935.The modeled gravity was interpolated from observed gravity values.
 RB0935
 RB0935;                    North         East    Units  Estimated Accuracy
 RB0935;SPC OR N     -   209,630.    2,569,190.      MT  (+/- 180 meters Scaled)
 RB0935
 RB0935                          SUPERSEDED SURVEY CONTROL
 RB0935
 RB0935  NGVD 29 (??/??/92)  371.459  (m)         1218.70   (f) ADJ UNCH    2 0
 RB0935
 RB0935.Superseded values are not recommended for survey control.
 RB0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0935.See file dsdata.txt to determine how the superseded data were derived.
 RB0935
 RB0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKL959473(NAD 83)
 RB0935_MARKER: DD = SURVEY DISK
 RB0935_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RB0935_SP_SET: CULVERT
 RB0935_STAMPING: F 327 1947
 RB0935_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RB0935
 RB0935  HISTORY     - Date     Condition        Report By
 RB0935  HISTORY     - 1947     MONUMENTED       ORDT
 RB0935  HISTORY     - 1959     GOOD             NGS
 RB0935
 RB0935                          STATION DESCRIPTION
 RB0935
 RB0935'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RB0935'9.1 MI NE FROM LEXINGTON.
 RB0935'9.1 MILES NORTHEAST ALONG STATE HIGHWAY 207 FROM THE PUBLIC SCHOOL AT
 RB0935'LEXINGTON, 0.05 MILE NORTHWEST OF MILEPOST 9, IN TOP OF THE SOUTHWEST
 RB0935'END OF THE SOUTHEAST CONCRETE HEAD WALL OF A 6-BY 8-FOOT CONCRETE BOX
 RB0935'CULVERT, 22 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 0.5 FOOT
 RB0935'NORTHEAST OF THE SOUTHWEST END OF THE HEAD WALL, AND ABOUT 2 FEET
 RB0935'LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0726 ***********************************************************************
 QD0726  DESIGNATION -  F 336
 QD0726  PID         -  QD0726
 QD0726  STATE/COUNTY-  OR/JEFFERSON
 QD0726  USGS QUAD   -  GRAY BUTTE (1992)
 QD0726
 QD0726                         *CURRENT SURVEY CONTROL
 QD0726  ___________________________________________________________________
 QD0726* NAD 83(1986)-  44 29 02.     (N)    121 04 48.     (W)     SCALED    
 QD0726* NAVD 88     -       951.279  (meters)    3120.99   (feet)  ADJUSTED  
 QD0726  ___________________________________________________________________
 QD0726  GEOID HEIGHT-         -20.83  (meters)                     GEOID03
 QD0726  DYNAMIC HT  -         951.004 (meters)    3120.09  (feet)  COMP
 QD0726  MODELED GRAV-     980,295.8   (mgal)                       NAVD 88
 QD0726
 QD0726  VERT ORDER  -  SECOND    CLASS 0
 QD0726
 QD0726.The horizontal coordinates were scaled from a topographic map and have
 QD0726.an estimated accuracy of +/- 6 seconds.
 QD0726
 QD0726.The orthometric height was determined by differential leveling
 QD0726.and adjusted in June 1991.
 QD0726
 QD0726.The geoid height was determined by GEOID03.
 QD0726
 QD0726.The dynamic height is computed by dividing the NAVD 88
 QD0726.geopotential number by the normal gravity value computed on the
 QD0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0726.degrees latitude (g = 980.6199 gals.).
 QD0726
 QD0726.The modeled gravity was interpolated from observed gravity values.
 QD0726
 QD0726;                    North         East    Units  Estimated Accuracy
 QD0726;SPC OR N     -    90,980.    2,453,860.      MT  (+/- 180 meters Scaled)
 QD0726
 QD0726                          SUPERSEDED SURVEY CONTROL
 QD0726
 QD0726  NGVD 29 (??/??/92)  950.184  (m)         3117.40   (f) ADJ UNCH    2 0
 QD0726
 QD0726.Superseded values are not recommended for survey control.
 QD0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0726.See file dsdata.txt to determine how the superseded data were derived.
 QD0726
 QD0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ526274(NAD 83)
 QD0726_MARKER: DB = BENCH MARK DISK
 QD0726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD0726_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QD0726_STAMPING: F 336
 QD0726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0726+STABILITY: SURFACE MOTION
 QD0726
 QD0726  HISTORY     - Date     Condition        Report By
 QD0726  HISTORY     - UNK      MONUMENTED       CGS
 QD0726  HISTORY     - 1942     GOOD             NGS
 QD0726
 QD0726                          STATION DESCRIPTION
 QD0726
 QD0726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 QD0726'11.4 MI SE FROM METOLIUS.
 QD0726'ALONG OREGON STATE HIGHWAY NO. 27 FROM THE RAILROAD STATION, 72 FEET
 QD0726'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 8 FEET NORTHEAST OF A
 QD0726'FENCE LINE, A WITNESS POST HAS BEEN SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0357 ***********************************************************************
 QC0357  DESIGNATION -  F 34
 QC0357  PID         -  QC0357
 QC0357  STATE/COUNTY-  OR/GRANT
 QC0357  USGS QUAD   -  JOHN DAY (1983)
 QC0357
 QC0357                         *CURRENT SURVEY CONTROL
 QC0357  ___________________________________________________________________
 QC0357* NAD 83(1986)-  44 25 07.     (N)    118 59 50.     (W)     SCALED    
 QC0357* NAVD 88     -       920.230  (meters)    3019.12   (feet)  ADJUSTED  
 QC0357  ___________________________________________________________________
 QC0357  GEOID HEIGHT-         -18.25  (meters)                     GEOID03
 QC0357  DYNAMIC HT  -         919.904 (meters)    3018.05  (feet)  COMP
 QC0357  MODELED GRAV-     980,233.8   (mgal)                       NAVD 88
 QC0357
 QC0357  VERT ORDER  -  FIRST     CLASS II
 QC0357
 QC0357.The horizontal coordinates were scaled from a topographic map and have
 QC0357.an estimated accuracy of +/- 6 seconds.
 QC0357
 QC0357.The orthometric height was determined by differential leveling
 QC0357.and adjusted in June 1991.
 QC0357
 QC0357.The geoid height was determined by GEOID03.
 QC0357
 QC0357.The dynamic height is computed by dividing the NAVD 88
 QC0357.geopotential number by the normal gravity value computed on the
 QC0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0357.degrees latitude (g = 980.6199 gals.).
 QC0357
 QC0357.The modeled gravity was interpolated from observed gravity values.
 QC0357
 QC0357;                    North         East    Units  Estimated Accuracy
 QC0357;SPC OR N     -    84,670.    2,619,670.      MT  (+/- 180 meters Scaled)
 QC0357
 QC0357                          SUPERSEDED SURVEY CONTROL
 QC0357
 QC0357  NGVD 29 (??/??/92)  919.065  (m)         3015.30   (f) ADJ UNCH    1 2
 QC0357
 QC0357.Superseded values are not recommended for survey control.
 QC0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0357.See file dsdata.txt to determine how the superseded data were derived.
 QC0357
 QC0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK410203(NAD 83)
 QC0357_MARKER: DB = BENCH MARK DISK
 QC0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QC0357_STAMPING: 3015.581 F 34 1930
 QC0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0357+STABILITY: SURFACE MOTION
 QC0357
 QC0357  HISTORY     - Date     Condition        Report By
 QC0357  HISTORY     - 1930     MONUMENTED       CGS
 QC0357  HISTORY     - 1972     MARK NOT FOUND   NGS
 QC0357
 QC0357                          STATION DESCRIPTION
 QC0357
 QC0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 QC0357'2.4 MI W FROM JOHN DAY.
 QC0357'ABOUT 2.4 MILES WEST ALONG THE JOHN DAY HIGHWAY (U.S. 28) FROM THE
 QC0357'POST OFFICE AT JOHN DAY, GRANT COUNTY, ABOUT 950 FEET WEST OF A HOUSE
 QC0357'ON THE POINT OF A SMALL RIDGE, ABOUT 330 FEET WEST OF A PIPE CULVERT
 QC0357'ON A CURVE, OPPOSITE THE WEST END OF A SHORT SECTION OF IRRIGATION
 QC0357'DITCH PARALLELING THE HIGHWAY, NEAR THE WEST END OF A SMALL CUT BANK,
 QC0357'25 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND 1.5 FEET NORTH OF
 QC0357'A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED 3015.581 F 34
 QC0357'1930 AND SET IN THE TOP OF A CONCRETE POST.
 QC0357
 QC0357                          STATION RECOVERY (1972)
 QC0357
 QC0357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 QC0357'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0428 ***********************************************************************
 RC0428  DESIGNATION -  F 341
 RC0428  PID         -  RC0428
 RC0428  STATE/COUNTY-  OR/SHERMAN
 RC0428  USGS QUAD   -  GRASS VALLEY (1962)
 RC0428
 RC0428                         *CURRENT SURVEY CONTROL
 RC0428  ___________________________________________________________________
 RC0428* NAD 83(1986)-  45 21 26.     (N)    120 47 12.     (W)     SCALED    
 RC0428* NAVD 88     -       692.780  (meters)    2272.90   (feet)  ADJUSTED  
 RC0428  ___________________________________________________________________
 RC0428  GEOID HEIGHT-         -21.03  (meters)                     GEOID03
 RC0428  DYNAMIC HT  -         692.677 (meters)    2272.56  (feet)  COMP
 RC0428  MODELED GRAV-     980,444.8   (mgal)                       NAVD 88
 RC0428
 RC0428  VERT ORDER  -  FIRST     CLASS II
 RC0428
 RC0428.The horizontal coordinates were scaled from a topographic map and have
 RC0428.an estimated accuracy of +/- 6 seconds.
 RC0428
 RC0428.The orthometric height was determined by differential leveling
 RC0428.and adjusted in June 1991.
 RC0428.WARNING-Repeat measurements at this control monument indicate possible
 RC0428.vertical movement.
 RC0428
 RC0428.The geoid height was determined by GEOID03.
 RC0428
 RC0428.The dynamic height is computed by dividing the NAVD 88
 RC0428.geopotential number by the normal gravity value computed on the
 RC0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0428.degrees latitude (g = 980.6199 gals.).
 RC0428
 RC0428.The modeled gravity was interpolated from observed gravity values.
 RC0428
 RC0428;                    North         East    Units  Estimated Accuracy
 RC0428;SPC OR N     -   187,900.    2,477,540.      MT  (+/- 180 meters Scaled)
 RC0428
 RC0428                          SUPERSEDED SURVEY CONTROL
 RC0428
 RC0428  NGVD 29 (??/??/92)  691.745  (m)         2269.50   (f) ADJ UNCH    1 2
 RC0428
 RC0428.Superseded values are not recommended for survey control.
 RC0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0428.See file dsdata.txt to determine how the superseded data were derived.
 RC0428
 RC0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR733250(NAD 83)
 RC0428_MARKER: DB = BENCH MARK DISK
 RC0428_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 RC0428_SP_SET: FOUNDATION
 RC0428_STAMPING: F 341 1937
 RC0428_MARK LOGO: CGS   
 RC0428_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RC0428+STABILITY: POSITION/ELEVATION WELL
 RC0428
 RC0428  HISTORY     - Date     Condition        Report By
 RC0428  HISTORY     - 1937     MONUMENTED       CGS
 RC0428  HISTORY     - 1961     GOOD             NGS
 RC0428  HISTORY     - 1987     GOOD             NGS
 RC0428
 RC0428                          STATION DESCRIPTION
 RC0428
 RC0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1937
 RC0428'IN GRASS VALLEY.
 RC0428'ALONG RIGHT OF WAY OF OREGON-WASHINGTON RAILROAD AND NAVIGATION CO.
 RC0428'TRACK, 250 FEET NORTH OF RAILROAD STATION, 25 FEET EAST OF MAIN TRACK,
 RC0428'SET IN CONCRETE FOUNDATION OF GRAIN ELEVATOR AND WAREHOUSE, 3 FEET
 RC0428'ABOVE GROUND AND 12 INCHES NORTH OF SOUTHWEST CORNER OF THE ELEVATOR.
 RC0428
 RC0428                          STATION RECOVERY (1961)
 RC0428
 RC0428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 RC0428'RECOVERED IN GOOD CONDITION.
 RC0428
 RC0428                          STATION RECOVERY (1987)
 RC0428
 RC0428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RC0428'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.6 KM
 RC0428'(0.35 MI) SOUTH ALONG US HIGHWAY 97 FROM THE POST OFFICE IN GRASS
 RC0428'VALLEY, THENCE 0.08 KM (0.05 MI) WEST ALONG A ROAD TO AN ABANDONED
 RC0428'RAILROAD STATION AND THE MARK 2269 USGS ON THE RIGHT, THENCE 0.08 KM
 RC0428'(0.05 MI) NORTH ALONG A ROAD ON THE WEST SIDE OF THE STATION AND A
 RC0428'GRAIN ELEVATOR, SET VERTICALLY IN THE WEST SIDE OF THE FOUNDATION OF
 RC0428'THE NORTHMOST ONE OF TWO WOODEN GRAIN ELEVATORS, 0.91 M (3.0 FT)
 RC0428'SOUTH OF A STEP, 0.36 M (1.2 FT) NORTH OF THE SOUTH END OF THE
 RC0428'ELEVATOR.
 RC0428'THE MARK IS 0.48 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0121 ***********************************************************************
 OA0121  DESIGNATION -  F 342
 OA0121  PID         -  OA0121
 OA0121  STATE/COUNTY-  OR/CURRY
 OA0121  USGS QUAD   -  AGNESS (1989)
 OA0121
 OA0121                         *CURRENT SURVEY CONTROL
 OA0121  ___________________________________________________________________
 OA0121* NAD 83(1986)-  42 31 15.     (N)    124 02 34.     (W)     SCALED    
 OA0121* NAVD 88     -        72.505  (meters)     237.88   (feet)  ADJUSTED  
 OA0121  ___________________________________________________________________
 OA0121  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 OA0121  DYNAMIC HT  -          72.485 (meters)     237.81  (feet)  COMP
 OA0121  MODELED GRAV-     980,341.2   (mgal)                       NAVD 88
 OA0121
 OA0121  VERT ORDER  -  SECOND    CLASS 0
 OA0121
 OA0121.The horizontal coordinates were scaled from a topographic map and have
 OA0121.an estimated accuracy of +/- 6 seconds.
 OA0121
 OA0121.The orthometric height was determined by differential leveling
 OA0121.and adjusted in June 1991.
 OA0121
 OA0121.The geoid height was determined by GEOID03.
 OA0121
 OA0121.The dynamic height is computed by dividing the NAVD 88
 OA0121.geopotential number by the normal gravity value computed on the
 OA0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0121.degrees latitude (g = 980.6199 gals.).
 OA0121
 OA0121.The modeled gravity was interpolated from observed gravity values.
 OA0121
 OA0121;                    North         East    Units  Estimated Accuracy
 OA0121;SPC OR S     -   101,040.    1,208,980.      MT  (+/- 180 meters Scaled)
 OA0121
 OA0121                          SUPERSEDED SURVEY CONTROL
 OA0121
 OA0121  NGVD 29 (??/??/92)   71.424  (m)          234.33   (f) ADJ UNCH    2 0
 OA0121
 OA0121.Superseded values are not recommended for survey control.
 OA0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0121.See file dsdata.txt to determine how the superseded data were derived.
 OA0121
 OA0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN143081(NAD 83)
 OA0121_MARKER: DB = BENCH MARK DISK
 OA0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OA0121_STAMPING: F 342 1942
 OA0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0121+STABILITY: SURFACE MOTION
 OA0121
 OA0121  HISTORY     - Date     Condition        Report By
 OA0121  HISTORY     - 1942     MONUMENTED       CGS
 OA0121  HISTORY     - 1964     GOOD             NGS
 OA0121
 OA0121                          STATION DESCRIPTION
 OA0121
 OA0121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 OA0121'3.7 MI SE FROM AGNESS.
 OA0121'3.7 MILES SOUTHEAST ALONG A ROAD PARALLELING THE ILLINOIS RIVER FROM
 OA0121'THE AGNESS POST OFFICE, 0.05 MILE NORTH OF A ROAD JUNCTION, 50 FEET
 OA0121'EAST OF A HOUSE, 40 FEET WEST AND ACROSS THE ROAD FROM A POWER POLE
 OA0121'WITH A TRANSFORMER, 21 FEET WEST OF THE CENTER OF THE ROAD, 4 FEET
 OA0121'NORTH OF THE NORTH END OF A BOARD GATE, 0.5 FOOT EAST OF A NORTH-SOUTH
 OA0121'FENCE LINE AND 0.5 FOOT SOUTH OF A METAL WITNESS POST. SET IN THE TOP
 OA0121'OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0653 ***********************************************************************
 NZ0653  DESIGNATION -  F 343
 NZ0653  PID         -  NZ0653
 NZ0653  STATE/COUNTY-  OR/JOSEPHINE
 NZ0653  USGS QUAD   -  YORK BUTTE (1989)
 NZ0653
 NZ0653                         *CURRENT SURVEY CONTROL
 NZ0653  ___________________________________________________________________
 NZ0653* NAD 83(1986)-  42 24 42.     (N)    123 51 11.     (W)     SCALED    
 NZ0653* NAVD 88     -       506.911  (meters)    1663.09   (feet)  ADJUSTED  
 NZ0653  ___________________________________________________________________
 NZ0653  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 NZ0653  DYNAMIC HT  -         506.711 (meters)    1662.43  (feet)  COMP
 NZ0653  MODELED GRAV-     980,209.8   (mgal)                       NAVD 88
 NZ0653
 NZ0653  VERT ORDER  -  SECOND    CLASS 0
 NZ0653
 NZ0653.The horizontal coordinates were scaled from a topographic map and have
 NZ0653.an estimated accuracy of +/- 6 seconds.
 NZ0653
 NZ0653.The orthometric height was determined by differential leveling
 NZ0653.and adjusted in June 1991.
 NZ0653
 NZ0653.The geoid height was determined by GEOID03.
 NZ0653
 NZ0653.The dynamic height is computed by dividing the NAVD 88
 NZ0653.geopotential number by the normal gravity value computed on the
 NZ0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0653.degrees latitude (g = 980.6199 gals.).
 NZ0653
 NZ0653.The modeled gravity was interpolated from observed gravity values.
 NZ0653
 NZ0653;                    North         East    Units  Estimated Accuracy
 NZ0653;SPC OR S     -    88,280.    1,224,070.      MT  (+/- 180 meters Scaled)
 NZ0653
 NZ0653                          SUPERSEDED SURVEY CONTROL
 NZ0653
 NZ0653  NGVD 29 (??/??/92)  505.914  (m)         1659.82   (f) ADJ UNCH    2 0
 NZ0653
 NZ0653.Superseded values are not recommended for survey control.
 NZ0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0653.See file dsdata.txt to determine how the superseded data were derived.
 NZ0653
 NZ0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM298958(NAD 83)
 NZ0653_MARKER: DB = BENCH MARK DISK
 NZ0653_SETTING: 66 = SET IN ROCK OUTCROP
 NZ0653_SP_SET: ROCK OUTCROP
 NZ0653_STAMPING: F 343 1942
 NZ0653_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NZ0653+STABILITY: POSITION/ELEVATION WELL
 NZ0653
 NZ0653  HISTORY     - Date     Condition        Report By
 NZ0653  HISTORY     - 1942     MONUMENTED       CGS
 NZ0653
 NZ0653                          STATION DESCRIPTION
 NZ0653
 NZ0653'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NZ0653'24.7 MI SE FROM AGNESS.
 NZ0653'ALONG A ROAD AND THE ILLINOIS RIVER TRAIL, 90 FEET NORTH OF TRAIL
 NZ0653'SIGN, AGNESS 24 MILES.  BRIGGS CREEK 6 MILES, 3 FEET EAST OF CENTER
 NZ0653'LINE OF TRAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0128 ***********************************************************************
 OA0128  DESIGNATION -  F 345
 OA0128  PID         -  OA0128
 OA0128  STATE/COUNTY-  OR/CURRY
 OA0128  USGS QUAD   -  ILLAHE (1989)
 OA0128
 OA0128                         *CURRENT SURVEY CONTROL
 OA0128  ___________________________________________________________________
 OA0128* NAD 83(1986)-  42 39 40.     (N)    124 03 54.     (W)     SCALED    
 OA0128* NAVD 88     -       441.609  (meters)    1448.85   (feet)  ADJUSTED  
 OA0128  ___________________________________________________________________
 OA0128  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 OA0128  DYNAMIC HT  -         441.468 (meters)    1448.38  (feet)  COMP
 OA0128  MODELED GRAV-     980,287.9   (mgal)                       NAVD 88
 OA0128
 OA0128  VERT ORDER  -  SECOND    CLASS 0
 OA0128
 OA0128.The horizontal coordinates were scaled from a topographic map and have
 OA0128.an estimated accuracy of +/- 6 seconds.
 OA0128
 OA0128.The orthometric height was determined by differential leveling
 OA0128.and adjusted in June 1991.
 OA0128
 OA0128.The geoid height was determined by GEOID03.
 OA0128
 OA0128.The dynamic height is computed by dividing the NAVD 88
 OA0128.geopotential number by the normal gravity value computed on the
 OA0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0128.degrees latitude (g = 980.6199 gals.).
 OA0128
 OA0128.The modeled gravity was interpolated from observed gravity values.
 OA0128
 OA0128;                    North         East    Units  Estimated Accuracy
 OA0128;SPC OR S     -   116,690.    1,207,820.      MT  (+/- 180 meters Scaled)
 OA0128
 OA0128                          SUPERSEDED SURVEY CONTROL
 OA0128
 OA0128  NGVD 29 (??/??/92)  440.509  (m)         1445.24   (f) ADJ UNCH    2 0
 OA0128
 OA0128.Superseded values are not recommended for survey control.
 OA0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0128.See file dsdata.txt to determine how the superseded data were derived.
 OA0128
 OA0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN127237(NAD 83)
 OA0128_MARKER: DB = BENCH MARK DISK
 OA0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA0128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OA0128_STAMPING: F 345 1942
 OA0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0128+STABILITY: SURFACE MOTION
 OA0128
 OA0128  HISTORY     - Date     Condition        Report By
 OA0128  HISTORY     - 1942     MONUMENTED       CGS
 OA0128  HISTORY     - 1964     MARK NOT FOUND   NGS
 OA0128  HISTORY     - 19861124 MARK NOT FOUND   USGS
 OA0128  HISTORY     - 20020619 MARK NOT FOUND   USPSQD
 OA0128
 OA0128                          STATION DESCRIPTION
 OA0128
 OA0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OA0128'4.5 MI N FROM ILLAHE.
 OA0128'4.5 MILES NORTH OF THE POST OFFICE AT ILLAHE, ALONG THE AGNESS-POWERS
 OA0128'ROAD, ON THE OUTSIDE OF A LARGE HORSESHOE CURVE, 30 FEET NORTHEAST OF
 OA0128'THE NORTHEAST END OF A CURVE, 15 FEET NORTHEAST OF A CULVERT. WITNESS
 OA0128'POST SET.
 OA0128
 OA0128                          STATION RECOVERY (1964)
 OA0128
 OA0128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 OA0128'MARK NOT FOUND.
 OA0128
 OA0128                          STATION RECOVERY (1986)
 OA0128
 OA0128'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (TAM)
 OA0128'MARK NOT FOUND.
 OA0128
 OA0128                          STATION RECOVERY (2002)
 OA0128
 OA0128'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 OA0128'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0734 ***********************************************************************
 NZ0734  DESIGNATION -  F 348
 NZ0734  PID         -  NZ0734
 NZ0734  STATE/COUNTY-  OR/JOSEPHINE
 NZ0734  USGS QUAD   -  MOUNT REUBEN (1989)
 NZ0734
 NZ0734                         *CURRENT SURVEY CONTROL
 NZ0734  ___________________________________________________________________
 NZ0734* NAD 83(1986)-  42 43 07.     (N)    123 36 31.     (W)     SCALED    
 NZ0734* NAVD 88     -       904.191  (meters)    2966.50   (feet)  ADJUSTED  
 NZ0734  ___________________________________________________________________
 NZ0734  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 NZ0734  DYNAMIC HT  -         903.818 (meters)    2965.28  (feet)  COMP
 NZ0734  MODELED GRAV-     980,178.1   (mgal)                       NAVD 88
 NZ0734
 NZ0734  VERT ORDER  -  SECOND    CLASS 0
 NZ0734
 NZ0734.The horizontal coordinates were scaled from a topographic map and have
 NZ0734.an estimated accuracy of +/- 6 seconds.
 NZ0734
 NZ0734.The orthometric height was determined by differential leveling
 NZ0734.and adjusted in June 1991.
 NZ0734
 NZ0734.The geoid height was determined by GEOID03.
 NZ0734
 NZ0734.The dynamic height is computed by dividing the NAVD 88
 NZ0734.geopotential number by the normal gravity value computed on the
 NZ0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0734.degrees latitude (g = 980.6199 gals.).
 NZ0734
 NZ0734.The modeled gravity was interpolated from observed gravity values.
 NZ0734
 NZ0734;                    North         East    Units  Estimated Accuracy
 NZ0734;SPC OR S     -   121,580.    1,245,450.      MT  (+/- 180 meters Scaled)
 NZ0734
 NZ0734                          SUPERSEDED SURVEY CONTROL
 NZ0734
 NZ0734  NGVD 29 (??/??/92)  903.104  (m)         2962.93   (f) ADJ UNCH    2 0
 NZ0734
 NZ0734.Superseded values are not recommended for survey control.
 NZ0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0734.See file dsdata.txt to determine how the superseded data were derived.
 NZ0734
 NZ0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN501297(NAD 83)
 NZ0734_MARKER: DB = BENCH MARK DISK
 NZ0734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ0734_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NZ0734_STAMPING: F348 1942
 NZ0734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0734+STABILITY: SURFACE MOTION
 NZ0734
 NZ0734  HISTORY     - Date     Condition        Report By
 NZ0734  HISTORY     - 1942     MONUMENTED       CGS
 NZ0734  HISTORY     - 1964     GOOD             NGS
 NZ0734  HISTORY     - 19850919 GOOD             USGS
 NZ0734
 NZ0734                          STATION DESCRIPTION
 NZ0734
 NZ0734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 NZ0734'16.6 MI NW FROM GALICE.
 NZ0734'16.6 MILES NORTHWEST ALONG THE GALICE-MARIAL ROAD FROM THE CHEVRON
 NZ0734'SERVICE STATION AND STORE AT GALICE, 0.1 MILE SOUTH OF A METAL
 NZ0734'CULVERT, 56 FEET WEST OF THE CENTER OF THE ROAD, 10 FEET NORTH OF A
 NZ0734'FIR TREE WITH THE LETTERS B M PAINTED ON IT AND 0.5 FOOT NORTHWEST OF
 NZ0734'A METAL WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES.
 NZ0734
 NZ0734                          STATION RECOVERY (1985)
 NZ0734
 NZ0734'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (ALM)
 NZ0734'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0179 ***********************************************************************
 QC0179  DESIGNATION -  F 35
 QC0179  PID         -  QC0179
 QC0179  STATE/COUNTY-  OR/GRANT
 QC0179  USGS QUAD   -  BATES (1996)
 QC0179
 QC0179                         *CURRENT SURVEY CONTROL
 QC0179  ___________________________________________________________________
 QC0179* NAD 83(1986)-  44 32 12.     (N)    118 33 42.     (W)     SCALED    
 QC0179* NAVD 88     -      1466.670  (meters)    4811.90   (feet)  ADJUSTED  
 QC0179  ___________________________________________________________________
 QC0179  GEOID HEIGHT-         -17.45  (meters)                     GEOID03
 QC0179  DYNAMIC HT  -        1466.050 (meters)    4809.87  (feet)  COMP
 QC0179  MODELED GRAV-     980,143.3   (mgal)                       NAVD 88
 QC0179
 QC0179  VERT ORDER  -  FIRST     CLASS II
 QC0179
 QC0179.The horizontal coordinates were scaled from a topographic map and have
 QC0179.an estimated accuracy of +/- 6 seconds.
 QC0179
 QC0179.The orthometric height was determined by differential leveling
 QC0179.and adjusted in June 1991.
 QC0179
 QC0179.The geoid height was determined by GEOID03.
 QC0179
 QC0179.The dynamic height is computed by dividing the NAVD 88
 QC0179.geopotential number by the normal gravity value computed on the
 QC0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0179.degrees latitude (g = 980.6199 gals.).
 QC0179
 QC0179.The modeled gravity was interpolated from observed gravity values.
 QC0179
 QC0179;                    North         East    Units  Estimated Accuracy
 QC0179;SPC OR N     -    98,530.    2,654,040.      MT  (+/- 180 meters Scaled)
 QC0179
 QC0179                          SUPERSEDED SURVEY CONTROL
 QC0179
 QC0179  NGVD 29 (??/??/92) 1465.431  (m)         4807.83   (f) ADJ UNCH    1 2
 QC0179
 QC0179.Superseded values are not recommended for survey control.
 QC0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0179.See file dsdata.txt to determine how the superseded data were derived.
 QC0179
 QC0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK759326(NAD 83)
 QC0179_MARKER: DD = SURVEY DISK
 QC0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QC0179_STAMPING: 4808.206 F 35 1930
 QC0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0179+STABILITY: SURFACE MOTION
 QC0179
 QC0179  HISTORY     - Date     Condition        Report By
 QC0179  HISTORY     - 1930     MONUMENTED       ORHD
 QC0179  HISTORY     - 19851115 MARK NOT FOUND   USPSQD
 QC0179
 QC0179                          STATION DESCRIPTION
 QC0179
 QC0179'DESCRIBED BY OREGON HIGHWAY DEPARTMENT 1930
 QC0179'12.6 MI NE FROM PRAIRIE CITY.
 QC0179'ABOUT 12.6 MILES NORTHEAST ALONG THE JOHN DAY HIGHWAY (U.S. 28) FROM
 QC0179'PRAIRIE CITY, GRANT COUNTY, AT THE BRIDGE OVER NORTH FORK BRIDGE
 QC0179'CREEK, 32 FEET NORTH OF THE NORTH CORNER, AT THE JUNCTION OF A SIDE
 QC0179'ROAD, 40 FEET SOUTHWEST OF THE CENTER LINE OF THE SIDE ROAD, AND 35
 QC0179'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY.  AN OREGON STATE
 QC0179'HIGHWAY DEPARTMENT STANDARD DISK, STAMPED 4808.206 F 35 1930 AND SET
 QC0179'IN THE TOP OF A CONCRETE POST.
 QC0179
 QC0179                          STATION RECOVERY (1985)
 QC0179
 QC0179'RECOVERY NOTE BY US POWER SQUADRON 1985 (CDL)
 QC0179'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0325 ***********************************************************************
 NY0325  DESIGNATION -  F 350
 NY0325  PID         -  NY0325
 NY0325  STATE/COUNTY-  OR/KLAMATH
 NY0325  USGS QUAD   -  SWAN LAKE (1985)
 NY0325
 NY0325                         *CURRENT SURVEY CONTROL
 NY0325  ___________________________________________________________________
 NY0325* NAD 83(1986)-  42 20 44.     (N)    121 31 17.     (W)     SCALED    
 NY0325* NAVD 88     -      1310.020  (meters)    4297.96   (feet)  ADJUSTED  
 NY0325  ___________________________________________________________________
 NY0325  GEOID HEIGHT-         -22.11  (meters)                     GEOID03
 NY0325  DYNAMIC HT  -        1309.243 (meters)    4295.41  (feet)  COMP
 NY0325  MODELED GRAV-     979,982.7   (mgal)                       NAVD 88
 NY0325
 NY0325  VERT ORDER  -  SECOND    CLASS 0
 NY0325
 NY0325.The horizontal coordinates were scaled from a topographic map and have
 NY0325.an estimated accuracy of +/- 6 seconds.
 NY0325
 NY0325.The orthometric height was determined by differential leveling
 NY0325.and adjusted in June 1991.
 NY0325
 NY0325.The geoid height was determined by GEOID03.
 NY0325
 NY0325.The dynamic height is computed by dividing the NAVD 88
 NY0325.geopotential number by the normal gravity value computed on the
 NY0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0325.degrees latitude (g = 980.6199 gals.).
 NY0325
 NY0325.The modeled gravity was interpolated from observed gravity values.
 NY0325
 NY0325;                    North         East    Units  Estimated Accuracy
 NY0325;SPC OR S     -    75,930.    1,415,840.      MT  (+/- 180 meters Scaled)
 NY0325
 NY0325                          SUPERSEDED SURVEY CONTROL
 NY0325
 NY0325  NGVD 29 (??/??/92) 1308.911  (m)         4294.32   (f) ADJ UNCH    2 0
 NY0325
 NY0325.Superseded values are not recommended for survey control.
 NY0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0325.See file dsdata.txt to determine how the superseded data were derived.
 NY0325
 NY0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM217892(NAD 83)
 NY0325_MARKER: DB = BENCH MARK DISK
 NY0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NY0325_STAMPING: F 350 1943
 NY0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0325+STABILITY: SURFACE MOTION
 NY0325
 NY0325  HISTORY     - Date     Condition        Report By
 NY0325  HISTORY     - 1943     MONUMENTED       CGS
 NY0325  HISTORY     - 1981     GOOD             USGS
 NY0325
 NY0325                          STATION DESCRIPTION
 NY0325
 NY0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 NY0325'8.9 MI NE FROM DAIRY.
 NY0325'THIS MARK IS ABOUT 1.1 MILE EAST ALONG STATE HIGHWAY 66 AND 7.8 MILES
 NY0325'NORTH ALONG THE OLD ROAD TO SPRAGUE RIVER FROM THE POST OFFICE AT
 NY0325'DAIRY, KLAMATH COUNTY, 0.3 MILE SOUTHWEST OF CRAWFORD RANCH HOUSE, SET
 NY0325'IN THE TOP OF A LAVA ROCK FORMATION, ABOUT 25.0 FEET EAST OF A SMALL
 NY0325'ROCK CLIFF, 6.0 FEET EAST OF A NORTH-SOUTH FENCE, 21.5 FEET WEST OF
 NY0325'THE CENTER LINE OF THE ROAD, THE LETTERS B M ARE PAINTED JUST EAST OF
 NY0325'THE MARK.
 NY0325
 NY0325                          STATION RECOVERY (1981)
 NY0325
 NY0325'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 NY0325'ABOUT 1.1 MILES EAST ALONG OREGON S.H. 140 FROM THE POST OFFICE AT
 NY0325'DAIRY, THENCE 3.5 MILES ALONG THE HILDEBRAND ROAD, THENCE 4.1 MILES
 NY0325'NORTH ALONG A ROAD, THENCE 0.15 MILES WEST ALONG ROAD, ABOUT 400 FT.
 NY0325'SOUTH OF THE BEND IN ROAD, 21.5 FEET WEST OF AN OLD FIELD ROAD, AT
 NY0325'THE TOP OF A LAVA ROCK FORMATION, ABOUT 25 EAST OF A SMALL CLUFF, A
 NY0325'STANDARD DISK, STAMPED 'F 350 1943' A SET IN THE TOP OF A CONCRETE
 NY0325'POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0642 ***********************************************************************
 NZ0642  DESIGNATION -  F 351
 NZ0642  PID         -  NZ0642
 NZ0642  STATE/COUNTY-  OR/JOSEPHINE
 NZ0642  USGS QUAD   -  PEARSOLL PEAK (1989)
 NZ0642
 NZ0642                         *CURRENT SURVEY CONTROL
 NZ0642  ___________________________________________________________________
 NZ0642* NAD 83(1986)-  42 21 35.     (N)    123 47 03.     (W)     SCALED    
 NZ0642* NAVD 88     -       272.780  (meters)     894.95   (feet)  ADJUSTED  
 NZ0642  ___________________________________________________________________
 NZ0642  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 NZ0642  DYNAMIC HT  -         272.686 (meters)     894.64  (feet)  COMP
 NZ0642  MODELED GRAV-     980,272.2   (mgal)                       NAVD 88
 NZ0642
 NZ0642  VERT ORDER  -  SECOND    CLASS 0
 NZ0642
 NZ0642.The horizontal coordinates were scaled from a topographic map and have
 NZ0642.an estimated accuracy of +/- 6 seconds.
 NZ0642
 NZ0642.The orthometric height was determined by differential leveling
 NZ0642.and adjusted in June 1991.
 NZ0642
 NZ0642.The geoid height was determined by GEOID03.
 NZ0642
 NZ0642.The dynamic height is computed by dividing the NAVD 88
 NZ0642.geopotential number by the normal gravity value computed on the
 NZ0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0642.degrees latitude (g = 980.6199 gals.).
 NZ0642
 NZ0642.The modeled gravity was interpolated from observed gravity values.
 NZ0642
 NZ0642;                    North         East    Units  Estimated Accuracy
 NZ0642;SPC OR S     -    82,290.    1,229,510.      MT  (+/- 180 meters Scaled)
 NZ0642
 NZ0642                          SUPERSEDED SURVEY CONTROL
 NZ0642
 NZ0642  NGVD 29 (??/??/92)  271.804  (m)          891.74   (f) ADJ UNCH    2 0
 NZ0642
 NZ0642.Superseded values are not recommended for survey control.
 NZ0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0642.See file dsdata.txt to determine how the superseded data were derived.
 NZ0642
 NZ0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM354900(NAD 83)
 NZ0642_MARKER: DB = BENCH MARK DISK
 NZ0642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ0642_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NZ0642_STAMPING: F 351 1942
 NZ0642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0642+STABILITY: SURFACE MOTION
 NZ0642
 NZ0642  HISTORY     - Date     Condition        Report By
 NZ0642  HISTORY     - 1942     MONUMENTED       CGS
 NZ0642  HISTORY     - 1964     GOOD             NGS
 NZ0642
 NZ0642                          STATION DESCRIPTION
 NZ0642
 NZ0642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 NZ0642'17.0 MI NW FROM SELMA.
 NZ0642'17.0 MILES NORTHWEST ALONG THE ILLINOIS RIVER ROAD FROM THE SELMA POST
 NZ0642'OFFICE, 0.2 MILE SOUTHEAST OF MILE POST NO. 17, 0.05 MILE NORTH OF A
 NZ0642'FOREST SERVICE SECTION SIGN, 100 FEET SOUTH OF A METAL CULVERT, 20
 NZ0642'FEET EAST OF THE CENTER OF THE ROAD, 0.5 FOOT NORTH OF A METAL WITNESS
 NZ0642'POST AND 3 FEET ABOVE THE LEVEL OF THE ROAD.  THE MONUMENT PROJECTS 1
 NZ0642'INCH.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0559 ***********************************************************************
 NY0559  DESIGNATION -  F 352
 NY0559  PID         -  NY0559
 NY0559  STATE/COUNTY-  OR/KLAMATH
 NY0559  USGS QUAD   -  BUTTES OF THE GODS (1988)
 NY0559
 NY0559                         *CURRENT SURVEY CONTROL
 NY0559  ___________________________________________________________________
 NY0559* NAD 83(1986)-  42 32 26.     (N)    121 36 00.     (W)     SCALED    
 NY0559* NAVD 88     -      1306.601  (meters)    4286.74   (feet)  ADJUSTED  
 NY0559  ___________________________________________________________________
 NY0559  GEOID HEIGHT-         -22.03  (meters)                     GEOID03
 NY0559  DYNAMIC HT  -        1305.833 (meters)    4284.22  (feet)  COMP
 NY0559  MODELED GRAV-     979,988.2   (mgal)                       NAVD 88
 NY0559
 NY0559  VERT ORDER  -  SECOND    CLASS 0
 NY0559
 NY0559.The horizontal coordinates were scaled from a topographic map and have
 NY0559.an estimated accuracy of +/- 6 seconds.
 NY0559
 NY0559.The orthometric height was determined by differential leveling
 NY0559.and adjusted in June 1991.
 NY0559
 NY0559.The geoid height was determined by GEOID03.
 NY0559
 NY0559.The dynamic height is computed by dividing the NAVD 88
 NY0559.geopotential number by the normal gravity value computed on the
 NY0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0559.degrees latitude (g = 980.6199 gals.).
 NY0559
 NY0559.The modeled gravity was interpolated from observed gravity values.
 NY0559
 NY0559;                    North         East    Units  Estimated Accuracy
 NY0559;SPC OR S     -    97,670.    1,409,650.      MT  (+/- 180 meters Scaled)
 NY0559
 NY0559                          SUPERSEDED SURVEY CONTROL
 NY0559
 NY0559  NGVD 29 (??/??/92) 1305.470  (m)         4283.03   (f) ADJ UNCH    2 0
 NY0559
 NY0559.Superseded values are not recommended for survey control.
 NY0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0559.See file dsdata.txt to determine how the superseded data were derived.
 NY0559
 NY0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFN149107(NAD 83)
 NY0559_MARKER: DB = BENCH MARK DISK
 NY0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NY0559_STAMPING: F 352 1943
 NY0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0559+STABILITY: SURFACE MOTION
 NY0559
 NY0559  HISTORY     - Date     Condition        Report By
 NY0559  HISTORY     - 1943     MONUMENTED       CGS
 NY0559  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 NY0559
 NY0559                          STATION DESCRIPTION
 NY0559
 NY0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 NY0559'8.2 MI NW FROM SPRAGUE RIVER.
 NY0559'ABOUT 8.2 MILES NORTHWEST ALONG THE SPRAGUE RIVER ROAD FROM THE POST
 NY0559'OFFICE AT SPRAGUE RIVER, KLAMATH COUNTY, ABOUT 0.25 MILE SOUTHEAST OF
 NY0559'A WOODEN BRIDGE, ABOUT 218 FEET SOUTHEAST OF A FENCE, ACROSS THE ROAD
 NY0559'FROM A POND, 73 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 11 FEET
 NY0559'NORTHWEST OF A LONE 4-FOOT PINE TREE, AND 2 FEET SOUTH OF A WHITE
 NY0559'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED F 352 1943 AND SET IN
 NY0559'THE TOP OF A CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE GROUND.
 NY0559
 NY0559                          STATION RECOVERY (1984)
 NY0559
 NY0559'RECOVERY NOTE BY US POWER SQUADRON 1984 (CDL)
 NY0559'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0730 ***********************************************************************
 NZ0730  DESIGNATION -  F 353
 NZ0730  PID         -  NZ0730
 NZ0730  STATE/COUNTY-  OR/CURRY
 NZ0730  USGS QUAD   -  MARIAL (1989)
 NZ0730
 NZ0730                         *CURRENT SURVEY CONTROL
 NZ0730  ___________________________________________________________________
 NZ0730* NAD 83(1986)-  42 42 58.     (N)    123 53 18.     (W)     SCALED    
 NZ0730* NAVD 88     -       130.404  (meters)     427.83   (feet)  ADJUSTED  
 NZ0730  ___________________________________________________________________
 NZ0730  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 NZ0730  DYNAMIC HT  -         130.369 (meters)     427.72  (feet)  COMP
 NZ0730  MODELED GRAV-     980,347.4   (mgal)                       NAVD 88
 NZ0730
 NZ0730  VERT ORDER  -  SECOND    CLASS 0
 NZ0730
 NZ0730.The horizontal coordinates were scaled from a topographic map and have
 NZ0730.an estimated accuracy of +/- 6 seconds.
 NZ0730
 NZ0730.The orthometric height was determined by differential leveling
 NZ0730.and adjusted in June 1991.
 NZ0730
 NZ0730.The geoid height was determined by GEOID03.
 NZ0730
 NZ0730.The dynamic height is computed by dividing the NAVD 88
 NZ0730.geopotential number by the normal gravity value computed on the
 NZ0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0730.degrees latitude (g = 980.6199 gals.).
 NZ0730
 NZ0730.The modeled gravity was interpolated from observed gravity values.
 NZ0730
 NZ0730;                    North         East    Units  Estimated Accuracy
 NZ0730;SPC OR S     -   122,190.    1,222,540.      MT  (+/- 180 meters Scaled)
 NZ0730
 NZ0730                          SUPERSEDED SURVEY CONTROL
 NZ0730
 NZ0730  NGVD 29 (??/??/92)  129.335  (m)          424.33   (f) ADJ UNCH    2 0
 NZ0730
 NZ0730.Superseded values are not recommended for survey control.
 NZ0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0730.See file dsdata.txt to determine how the superseded data were derived.
 NZ0730
 NZ0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN272296(NAD 83)
 NZ0730_MARKER: DB = BENCH MARK DISK
 NZ0730_SETTING: 66 = SET IN ROCK OUTCROP
 NZ0730_SP_SET: ROCK OUTCROP
 NZ0730_STAMPING: F 353 1942
 NZ0730_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NZ0730+STABILITY: POSITION/ELEVATION WELL
 NZ0730
 NZ0730  HISTORY     - Date     Condition        Report By
 NZ0730  HISTORY     - 1942     MONUMENTED       CGS
 NZ0730  HISTORY     - 19860601 MARK NOT FOUND   USGS
 NZ0730
 NZ0730                          STATION DESCRIPTION
 NZ0730
 NZ0730'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NZ0730'22.2 MI NE FROM AGNESS.
 NZ0730'ALONG A ROAD AND THE ROGUE RIVER TRAIL, 0.3 MILE EAST OF MARIAL POST
 NZ0730'OFFICE, 60 FEET NORTH OF CENTER LINE OF TRAIL, 2 FEET NORTH OF ROME
 NZ0730'BAR CREEK.
 NZ0730
 NZ0730                          STATION RECOVERY (1986)
 NZ0730
 NZ0730'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (PSM)
 NZ0730'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0696 ***********************************************************************
 RD0696  DESIGNATION -  F 354
 RD0696  PID         -  RD0696
 RD0696  STATE/COUNTY-  OR/WASHINGTON
 RD0696  USGS QUAD   -  TIMBER (1979)
 RD0696
 RD0696                         *CURRENT SURVEY CONTROL
 RD0696  ___________________________________________________________________
 RD0696* NAD 83(1986)-  45 42 46.     (N)    123 17 35.     (W)     SCALED    
 RD0696* NAVD 88     -       342.219  (meters)    1122.76   (feet)  ADJUSTED  
 RD0696  ___________________________________________________________________
 RD0696  GEOID HEIGHT-         -21.18  (meters)                     GEOID03
 RD0696  DYNAMIC HT  -         342.233 (meters)    1122.81  (feet)  COMP
 RD0696  MODELED GRAV-     980,645.7   (mgal)                       NAVD 88
 RD0696
 RD0696  VERT ORDER  -  SECOND    CLASS 0
 RD0696
 RD0696.The horizontal coordinates were scaled from a topographic map and have
 RD0696.an estimated accuracy of +/- 6 seconds.
 RD0696
 RD0696.The orthometric height was determined by differential leveling
 RD0696.and adjusted in June 1991.
 RD0696
 RD0696.The geoid height was determined by GEOID03.
 RD0696
 RD0696.The dynamic height is computed by dividing the NAVD 88
 RD0696.geopotential number by the normal gravity value computed on the
 RD0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0696.degrees latitude (g = 980.6199 gals.).
 RD0696
 RD0696.The modeled gravity was interpolated from observed gravity values.
 RD0696
 RD0696;                    North         East    Units  Estimated Accuracy
 RD0696;SPC OR N     -   231,130.    2,282,580.      MT  (+/- 180 meters Scaled)
 RD0696
 RD0696                          SUPERSEDED SURVEY CONTROL
 RD0696
 RD0696  NGVD 29 (??/??/92)  341.130  (m)         1119.19   (f) ADJ UNCH    2 0
 RD0696
 RD0696.Superseded values are not recommended for survey control.
 RD0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0696.See file dsdata.txt to determine how the superseded data were derived.
 RD0696
 RD0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR771621(NAD 83)
 RD0696_MARKER: DB = BENCH MARK DISK
 RD0696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0696_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0696_STAMPING: F 354 1942
 RD0696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0696+STABILITY: SURFACE MOTION
 RD0696
 RD0696  HISTORY     - Date     Condition        Report By
 RD0696  HISTORY     - 1942     MONUMENTED       CGS
 RD0696  HISTORY     - 1974     MARK NOT FOUND   NGS
 RD0696
 RD0696                          STATION DESCRIPTION
 RD0696
 RD0696'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 RD0696'0.6 MI S FROM TIMBER.
 RD0696'0.6 MILE SOUTH OF POST OFFICE.  ON ROAD BETWEEN TIMBER AND GLENWOOD,
 RD0696'NEAR TOP OF GRADE ON THE OUTSIDE OF WIDE AREA, 40 FEET EAST OF CENTER
 RD0696'LINE OF HIGHWAY, 50 FEET SOUTHEAST OF AN OLD ROAD RUNNING NORTHEAST.
 RD0696'WITNESS POST SET.
 RD0696
 RD0696                          STATION RECOVERY (1974)
 RD0696
 RD0696'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 RD0696'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1242 ***********************************************************************
 QD1242  DESIGNATION -  F 355
 QD1242  PID         -  QD1242
 QD1242  STATE/COUNTY-  OR/MARION
 QD1242  USGS QUAD   -  OLALLIE BUTTE (1988)
 QD1242
 QD1242                         *CURRENT SURVEY CONTROL
 QD1242  ___________________________________________________________________
 QD1242* NAD 83(1986)-  44 48 33.     (N)    121 52 01.     (W)     SCALED    
 QD1242* NAVD 88     -      1127.958  (meters)    3700.64   (feet)  ADJUSTED  
 QD1242  ___________________________________________________________________
 QD1242  GEOID HEIGHT-         -21.15  (meters)                     GEOID03
 QD1242  DYNAMIC HT  -        1127.591 (meters)    3699.44  (feet)  COMP
 QD1242  MODELED GRAV-     980,253.4   (mgal)                       NAVD 88
 QD1242
 QD1242  VERT ORDER  -  SECOND    CLASS 0
 QD1242
 QD1242.The horizontal coordinates were scaled from a topographic map and have
 QD1242.an estimated accuracy of +/- 6 seconds.
 QD1242
 QD1242.The orthometric height was determined by differential leveling
 QD1242.and adjusted in June 1991.
 QD1242
 QD1242.The geoid height was determined by GEOID03.
 QD1242
 QD1242.The dynamic height is computed by dividing the NAVD 88
 QD1242.geopotential number by the normal gravity value computed on the
 QD1242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1242.degrees latitude (g = 980.6199 gals.).
 QD1242
 QD1242.The modeled gravity was interpolated from observed gravity values.
 QD1242
 QD1242;                    North         East    Units  Estimated Accuracy
 QD1242;SPC OR N     -   127,870.    2,391,880.      MT  (+/- 180 meters Scaled)
 QD1242
 QD1242                          SUPERSEDED SURVEY CONTROL
 QD1242
 QD1242  NGVD 29 (??/??/92) 1126.780  (m)         3696.78   (f) ADJ UNCH    2 0
 QD1242
 QD1242.Superseded values are not recommended for survey control.
 QD1242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1242.See file dsdata.txt to determine how the superseded data were derived.
 QD1242
 QD1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ895623(NAD 83)
 QD1242_MARKER: DB = BENCH MARK DISK
 QD1242_SETTING: 80 = SET IN A BOULDER
 QD1242_SP_SET: BOULDER
 QD1242_STAMPING: F 355 1942
 QD1242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD1242+STABILITY: SURFACE MOTION
 QD1242
 QD1242  HISTORY     - Date     Condition        Report By
 QD1242  HISTORY     - 1942     MONUMENTED       CGS
 QD1242  HISTORY     - 1943     GOOD             NGS
 QD1242  HISTORY     - 1961     MARK NOT FOUND   NGS
 QD1242  HISTORY     - 19951011 MARK NOT FOUND   NGS
 QD1242
 QD1242                          STATION DESCRIPTION
 QD1242
 QD1242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QD1242'6.6 MI NE FROM BREITENBUSH HOT SPRINGS.
 QD1242'ABOUT 6.6 MILES NORTHEAST ALONG THE BREITENBUSH ROAD FROM BREITENBUSH
 QD1242'HOT SPRINGS, MARION COUNTY, 0.5 MILE NORTHEAST OF MILEPOST 18, SET IN
 QD1242'THE TOP OF A BOULDER ABOUT 4.0 FEET ABOVE THE ROAD LEVEL, 25.0 FEET
 QD1242'NORTH OF THE CENTER LINE OF THE ROAD.
 QD1242
 QD1242                          STATION RECOVERY (1961)
 QD1242
 QD1242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 QD1242'MARK NOT FOUND.
 QD1242
 QD1242                          STATION RECOVERY (1995)
 QD1242
 QD1242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (LLR)
 QD1242'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0291 ***********************************************************************
 QE0291  DESIGNATION -  F 356
 QE0291  PID         -  QE0291
 QE0291  STATE/COUNTY-  OR/LANE
 QE0291  USGS QUAD   -  LEABURG (1988)
 QE0291
 QE0291                         *CURRENT SURVEY CONTROL
 QE0291  ___________________________________________________________________
 QE0291* NAD 83(1986)-  44 06 40.     (N)    122 39 34.     (W)     SCALED    
 QE0291* NAVD 88     -       214.458  (meters)     703.60   (feet)  ADJUSTED  
 QE0291  ___________________________________________________________________
 QE0291  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 QE0291  DYNAMIC HT  -         214.420 (meters)     703.48  (feet)  COMP
 QE0291  MODELED GRAV-     980,432.7   (mgal)                       NAVD 88
 QE0291
 QE0291  VERT ORDER  -  FIRST     CLASS II
 QE0291
 QE0291.The horizontal coordinates were scaled from a topographic map and have
 QE0291.an estimated accuracy of +/- 6 seconds.
 QE0291
 QE0291.The orthometric height was determined by differential leveling
 QE0291.and adjusted in June 1991.
 QE0291
 QE0291.The geoid height was determined by GEOID03.
 QE0291
 QE0291.The dynamic height is computed by dividing the NAVD 88
 QE0291.geopotential number by the normal gravity value computed on the
 QE0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0291.degrees latitude (g = 980.6199 gals.).
 QE0291
 QE0291.The modeled gravity was interpolated from observed gravity values.
 QE0291
 QE0291;                    North         East    Units  Estimated Accuracy
 QE0291;SPC OR S     -   273,780.    1,327,140.      MT  (+/- 180 meters Scaled)
 QE0291
 QE0291                          SUPERSEDED SURVEY CONTROL
 QE0291
 QE0291  NGVD 29 (??/??/92)  213.335  (m)          699.92   (f) ADJ UNCH    1 2
 QE0291
 QE0291.Superseded values are not recommended for survey control.
 QE0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0291.See file dsdata.txt to determine how the superseded data were derived.
 QE0291
 QE0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP272842(NAD 83)
 QE0291_MARKER: DB = BENCH MARK DISK
 QE0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0291_STAMPING: F 356 1943
 QE0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0291+STABILITY: SURFACE MOTION
 QE0291
 QE0291  HISTORY     - Date     Condition        Report By
 QE0291  HISTORY     - 1943     MONUMENTED       CGS
 QE0291  HISTORY     - 1957     MARK NOT FOUND   NGS
 QE0291  HISTORY     - 1987     MARK NOT FOUND   NGS
 QE0291
 QE0291                          STATION DESCRIPTION
 QE0291
 QE0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 QE0291'1.0 MI NE FROM LEABURG.
 QE0291'THIS MARK IS ABOUT 1.0 MILE NORTHEAST ALONG U.S. HIGHWAY 28 FROM THE
 QE0291'POST OFFICE AT LEABURG, LANE COUNTY, ABOUT 200 FOOT NORTH OF A BROWN
 QE0291'SHINGLE HOUSE, 25.0 FEET NORTHWEST OF THE CENTER OF A ROAD LEADING
 QE0291'NORTHEAST, SET AT THE TOE OF A STEEP BANK, 5.0 FEET NORTHWEST OF A
 QE0291'LOCUST TREE, 95.0 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 QE0291'PROJECTING ABOUT 2-INCHES ABOVE THE GROUND, 2.0 FEET SOUTH OF A
 QE0291'REFERENCE POST.
 QE0291
 QE0291                          STATION RECOVERY (1957)
 QE0291
 QE0291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 QE0291'MARK NOT FOUND.
 QE0291
 QE0291                          STATION RECOVERY (1987)
 QE0291
 QE0291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE0291'A CONCRETE POSE WAS DOUND ON TOP OF THE GROUND WITH THE TOP BROKEN
 QE0291'OFF.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0275 ***********************************************************************
 NY0275  DESIGNATION -  F 357
 NY0275  PID         -  NY0275
 NY0275  STATE/COUNTY-  OR/KLAMATH
 NY0275  USGS QUAD   -  SPRAGUE RIVER EAST (1988)
 NY0275
 NY0275                         *CURRENT SURVEY CONTROL
 NY0275  ___________________________________________________________________
 NY0275* NAD 83(1986)-  42 22 41.     (N)    121 22 44.     (W)     SCALED    
 NY0275* NAVD 88     -      1403.968  (meters)    4606.19   (feet)  ADJUSTED  
 NY0275  ___________________________________________________________________
 NY0275  GEOID HEIGHT-         -21.89  (meters)                     GEOID03
 NY0275  DYNAMIC HT  -        1403.119 (meters)    4603.40  (feet)  COMP
 NY0275  MODELED GRAV-     979,967.6   (mgal)                       NAVD 88
 NY0275
 NY0275  VERT ORDER  -  FIRST     CLASS II
 NY0275
 NY0275.The horizontal coordinates were scaled from a topographic map and have
 NY0275.an estimated accuracy of +/- 6 seconds.
 NY0275
 NY0275.The orthometric height was determined by differential leveling
 NY0275.and adjusted in June 1991.
 NY0275
 NY0275.The geoid height was determined by GEOID03.
 NY0275
 NY0275.The dynamic height is computed by dividing the NAVD 88
 NY0275.geopotential number by the normal gravity value computed on the
 NY0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0275.degrees latitude (g = 980.6199 gals.).
 NY0275
 NY0275.The modeled gravity was interpolated from observed gravity values.
 NY0275
 NY0275;                    North         East    Units  Estimated Accuracy
 NY0275;SPC OR S     -    79,400.    1,427,620.      MT  (+/- 180 meters Scaled)
 NY0275
 NY0275                          SUPERSEDED SURVEY CONTROL
 NY0275
 NY0275  NGVD 29 (??/??/92) 1402.850  (m)         4602.52   (f) ADJ UNCH    1 2
 NY0275
 NY0275.Superseded values are not recommended for survey control.
 NY0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0275.See file dsdata.txt to determine how the superseded data were derived.
 NY0275
 NY0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM334930(NAD 83)
 NY0275_MARKER: DB = BENCH MARK DISK
 NY0275_SETTING: 80 = SET IN A BOULDER
 NY0275_SP_SET: BOULDER
 NY0275_STAMPING: F 357 1942
 NY0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0275+STABILITY: SURFACE MOTION
 NY0275
 NY0275  HISTORY     - Date     Condition        Report By
 NY0275  HISTORY     - 1942     MONUMENTED       CGS
 NY0275  HISTORY     - 1968     GOOD             NGS
 NY0275  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 NY0275
 NY0275                          STATION DESCRIPTION
 NY0275
 NY0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NY0275'14.3 MI E FROM DAIRY.
 NY0275'14.3 MILES EAST OF POST OFFICE ALONG LAKEVIEW ROAD, 55 FEET SOUTHWEST
 NY0275'OF CURVE SIGN POST, 50 FEET EAST OF OLD RAILROAD BED, 33 FEET WEST OF
 NY0275'CENTER LINE OF ROAD, 18 FEET NORTHEAST OF 8-INCH PINE TREE, 2 FEET
 NY0275'BELOW ROAD LEVEL.  WITNESS POST SET.
 NY0275
 NY0275                          STATION RECOVERY (1968)
 NY0275
 NY0275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 NY0275'RECOVERED IN GOOD CONDITION.
 NY0275
 NY0275                          STATION RECOVERY (1984)
 NY0275
 NY0275'RECOVERY NOTE BY US POWER SQUADRON 1984 (JTF)
 NY0275'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1243 ***********************************************************************
 QD1243  DESIGNATION -  F 359
 QD1243  PID         -  QD1243
 QD1243  STATE/COUNTY-  OR/DESCHUTES
 QD1243  USGS QUAD   -  BROKEN TOP (1988)
 QD1243
 QD1243                         *CURRENT SURVEY CONTROL
 QD1243  ___________________________________________________________________
 QD1243* NAD 83(1986)-  44 03 26.     (N)    121 38 08.     (W)     SCALED    
 QD1243* NAVD 88     -      2042.225  (meters)    6700.20   (feet)  ADJUSTED  
 QD1243  ___________________________________________________________________
 QD1243  GEOID HEIGHT-         -20.31  (meters)                     GEOID03
 QD1243  DYNAMIC HT  -        2041.136 (meters)    6696.63  (feet)  COMP
 QD1243  MODELED GRAV-     980,010.4   (mgal)                       NAVD 88
 QD1243
 QD1243  VERT ORDER  -  SECOND    CLASS 0
 QD1243
 QD1243.The horizontal coordinates were scaled from a topographic map and have
 QD1243.an estimated accuracy of +/- 6 seconds.
 QD1243
 QD1243.The orthometric height was determined by differential leveling
 QD1243.and adjusted in June 1991.
 QD1243
 QD1243.The geoid height was determined by GEOID03.
 QD1243
 QD1243.The dynamic height is computed by dividing the NAVD 88
 QD1243.geopotential number by the normal gravity value computed on the
 QD1243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1243.degrees latitude (g = 980.6199 gals.).
 QD1243
 QD1243.The modeled gravity was interpolated from observed gravity values.
 QD1243
 QD1243;                    North         East    Units  Estimated Accuracy
 QD1243;SPC OR S     -   266,180.    1,409,010.      MT  (+/- 180 meters Scaled)
 QD1243
 QD1243                          SUPERSEDED SURVEY CONTROL
 QD1243
 QD1243  NGVD 29 (??/??/92) 2040.89   (m)         6695.8    (f) COMPUTED    2 0
 QD1243
 QD1243.Superseded values are not recommended for survey control.
 QD1243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1243.See file dsdata.txt to determine how the superseded data were derived.
 QD1243
 QD1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP092791(NAD 83)
 QD1243_MARKER: DB = BENCH MARK DISK
 QD1243_SETTING: 80 = SET IN A BOULDER
 QD1243_SP_SET: BOULDER
 QD1243_STAMPING: F-359 1942
 QD1243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD1243+STABILITY: SURFACE MOTION
 QD1243
 QD1243  HISTORY     - Date     Condition        Report By
 QD1243  HISTORY     - 1942     MONUMENTED       CGS
 QD1243
 QD1243                          STATION DESCRIPTION
 QD1243
 QD1243'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QD1243'25.0 MI S FROM SISTERS.
 QD1243'ALONG ELK LAKE ROAD, 5.2 MILES NORTH OF CENTURY DRIVE, 14 FEET WEST OF
 QD1243'CENTER LINE OF ROAD.  WITNESS POST SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0772 ***********************************************************************
 QB0772  DESIGNATION -  F 36
 QB0772  PID         -  QB0772
 QB0772  STATE/COUNTY-  OR/MALHEUR
 QB0772  USGS QUAD   -  IRONSIDE (1990)
 QB0772
 QB0772                         *CURRENT SURVEY CONTROL
 QB0772  ___________________________________________________________________
 QB0772* NAD 83(1986)-  44 18 30.     (N)    117 52 38.     (W)     SCALED    
 QB0772* NAVD 88     -      1160.414  (meters)    3807.12   (feet)  ADJUSTED  
 QB0772  ___________________________________________________________________
 QB0772  GEOID HEIGHT-         -17.57  (meters)                     GEOID03
 QB0772  DYNAMIC HT  -        1159.949 (meters)    3805.60  (feet)  COMP
 QB0772  MODELED GRAV-     980,178.0   (mgal)                       NAVD 88
 QB0772
 QB0772  VERT ORDER  -  FIRST     CLASS II
 QB0772
 QB0772.The horizontal coordinates were scaled from a topographic map and have
 QB0772.an estimated accuracy of +/- 6 seconds.
 QB0772
 QB0772.The orthometric height was determined by differential leveling
 QB0772.and adjusted in June 1991.
 QB0772
 QB0772.The geoid height was determined by GEOID03.
 QB0772
 QB0772.The dynamic height is computed by dividing the NAVD 88
 QB0772.geopotential number by the normal gravity value computed on the
 QB0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0772.degrees latitude (g = 980.6199 gals.).
 QB0772
 QB0772.The modeled gravity was interpolated from observed gravity values.
 QB0772
 QB0772;                    North         East    Units  Estimated Accuracy
 QB0772;SPC OR S     -   296,740.    1,709,260.      MT  (+/- 180 meters Scaled)
 QB0772
 QB0772                          SUPERSEDED SURVEY CONTROL
 QB0772
 QB0772  NGVD 29 (??/??/92) 1159.240  (m)         3803.27   (f) ADJ UNCH    1 2
 QB0772
 QB0772.Superseded values are not recommended for survey control.
 QB0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0772.See file dsdata.txt to determine how the superseded data were derived.
 QB0772
 QB0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK300064(NAD 83)
 QB0772_MARKER: DD = SURVEY DISK
 QB0772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0772_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0772_STAMPING: 3803.736 F 36 1930
 QB0772_MARK LOGO: ORHD  
 QB0772_PROJECTION: PROJECTING 7 CENTIMETERS
 QB0772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0772+STABILITY: SURFACE MOTION
 QB0772
 QB0772  HISTORY     - Date     Condition        Report By
 QB0772  HISTORY     - 1930     MONUMENTED       ORDT
 QB0772  HISTORY     - 1963     GOOD             NGS
 QB0772  HISTORY     - 1985     GOOD             NGS
 QB0772
 QB0772                          STATION DESCRIPTION
 QB0772
 QB0772'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 QB0772'3.5 MI E FROM IRONSIDE.
 QB0772'3.5 MILES EAST ALONG U.S. HIGHWAY 26 FROM THE POST OFFICE AT IRONSIDE,
 QB0772'0.4 MILE WEST OF MILE POST NO. 235, 165 FEET WEST OF BENCH MARK G 36,
 QB0772'110 FEET WEST OF THE SOUTH END OF A CONCRETE CULVERT UNDER THE
 QB0772'HIGHWAY, 42 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 8 FEET NORTH OF A
 QB0772'FENCE AND ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY SET IN THE TOP
 QB0772'OF A 6-INCH ROUND CONCRETE MONUMENT THAT PROJECTS 6 INCHES.
 QB0772
 QB0772                          STATION RECOVERY (1985)
 QB0772
 QB0772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QB0772'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  5.50 KM
 QB0772'(3.42 MI) EAST ALONG US HIGHWAY 26 FROM THE POST OFFICE AT IRONSIDE,
 QB0772'AT THE CREST OF A GRADE, 0.67 KM (0.42 MI) WEST OF MILEPOST 235,
 QB0772'12.8 METERS (42 FT) SOUTH OF THE HIGHWAY CENTERLINE, 50.3 METERS
 QB0772'(165 FT) WEST OF BENCH MARK G 36, 33.5 METERS (110 FT) WEST OF THE
 QB0772'SOUTH END OF A CONCRETE CULVERT, 2.4 METERS (8 FT) NORTH OF THE RIGHT
 QB0772'OF WAY FENCE.
 QB0772'THE MARK IS 0.2 METERS  N FROM  A WITNESS POST
 QB0772'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0662 ***********************************************************************
 QD0662  DESIGNATION -  F 360
 QD0662  PID         -  QD0662
 QD0662  STATE/COUNTY-  OR/JEFFERSON
 QD0662  USGS QUAD   -  MADRAS EAST (1992)
 QD0662
 QD0662                         *CURRENT SURVEY CONTROL
 QD0662  ___________________________________________________________________
 QD0662* NAD 83(1986)-  44 39 44.     (N)    121 05 53.     (W)     SCALED    
 QD0662* NAVD 88     -       733.877  (meters)    2407.73   (feet)  ADJUSTED  
 QD0662  ___________________________________________________________________
 QD0662  GEOID HEIGHT-         -21.29  (meters)                     GEOID03
 QD0662  DYNAMIC HT  -         733.690 (meters)    2407.11  (feet)  COMP
 QD0662  MODELED GRAV-     980,339.1   (mgal)                       NAVD 88
 QD0662
 QD0662  VERT ORDER  -  SECOND    CLASS 0
 QD0662
 QD0662.The horizontal coordinates were scaled from a topographic map and have
 QD0662.an estimated accuracy of +/- 6 seconds.
 QD0662
 QD0662.The orthometric height was determined by differential leveling
 QD0662.and adjusted in June 1991.
 QD0662
 QD0662.The geoid height was determined by GEOID03.
 QD0662
 QD0662.The dynamic height is computed by dividing the NAVD 88
 QD0662.geopotential number by the normal gravity value computed on the
 QD0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0662.degrees latitude (g = 980.6199 gals.).
 QD0662
 QD0662.The modeled gravity was interpolated from observed gravity values.
 QD0662
 QD0662;                    North         East    Units  Estimated Accuracy
 QD0662;SPC OR N     -   110,800.    2,452,570.      MT  (+/- 180 meters Scaled)
 QD0662
 QD0662                          SUPERSEDED SURVEY CONTROL
 QD0662
 QD0662  NGVD 29 (??/??/92)  732.784  (m)         2404.14   (f) ADJ UNCH    2 0
 QD0662
 QD0662.Superseded values are not recommended for survey control.
 QD0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0662.See file dsdata.txt to determine how the superseded data were derived.
 QD0662
 QD0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ507471(NAD 83)
 QD0662_MARKER: DD = SURVEY DISK
 QD0662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD0662_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QD0662_STAMPING: F 360 1942
 QD0662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0662+STABILITY: SURFACE MOTION
 QD0662
 QD0662  HISTORY     - Date     Condition        Report By
 QD0662  HISTORY     - 1942     MONUMENTED       ORDT
 QD0662  HISTORY     - 1942     GOOD             NGS
 QD0662
 QD0662                          STATION DESCRIPTION
 QD0662
 QD0662'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 QD0662'2.9 MI N FROM MADRAS.
 QD0662'ALONG U.S. HIGHWAY NO.97 FROM THE COURTHOUSE, 0.2 MILE NORTH OF
 QD0662'MILE-POST 93, 0.15 MILE SOUTH OF A CROSS ROAD, 27 FEET WEST OF THE
 QD0662'CENTER LINE OF THE HIGHWAY AND 1 FOOT EAST OF THE RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0531 ***********************************************************************
 PC0531  DESIGNATION -  F 361
 PC0531  PID         -  PC0531
 PC0531  STATE/COUNTY-  OR/COOS
 PC0531  USGS QUAD   -  MOUNT GURNEY (1990)
 PC0531
 PC0531                         *CURRENT SURVEY CONTROL
 PC0531  ___________________________________________________________________
 PC0531* NAD 83(1986)-  43 14 00.     (N)    123 44 58.     (W)     SCALED    
 PC0531* NAVD 88     -       812.735  (meters)    2666.45   (feet)  POSTED    
 PC0531  ___________________________________________________________________
 PC0531  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 PC0531  DYNAMIC HT  -         812.470 (meters)    2665.58  (feet)  COMP
 PC0531  MODELED GRAV-     980,266.8   (mgal)                       NAVD 88
 PC0531
 PC0531  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 PC0531
 PC0531.The horizontal coordinates were scaled from a topographic map and have
 PC0531.an estimated accuracy of +/- 6 seconds.
 PC0531
 PC0531.The orthometric height was determined by differential leveling
 PC0531.and adjusted by the  in 1992.
 PC0531.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 PC0531.was located on a no-check spur therefore a value was not computed.
 PC0531.No vertical observational check was made to the station.
 PC0531
 PC0531.The geoid height was determined by GEOID03.
 PC0531
 PC0531.The dynamic height is computed by dividing the NAVD 88
 PC0531.geopotential number by the normal gravity value computed on the
 PC0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0531.degrees latitude (g = 980.6199 gals.).
 PC0531
 PC0531.The modeled gravity was interpolated from observed gravity values.
 PC0531
 PC0531;                    North         East    Units  Estimated Accuracy
 PC0531;SPC OR S     -   179,150.    1,236,140.      MT  (+/- 180 meters Scaled)
 PC0531
 PC0531                          SUPERSEDED SURVEY CONTROL
 PC0531
 PC0531  NGVD 29 (??/??/92)  811.643  (m)         2662.87   (f) ADJ UNCH    2 0
 PC0531
 PC0531.Superseded values are not recommended for survey control.
 PC0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0531.See file dsdata.txt to determine how the superseded data were derived.
 PC0531
 PC0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN391869(NAD 83)
 PC0531_MARKER: DB = BENCH MARK DISK
 PC0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PC0531_STAMPING: F 361 1942
 PC0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0531+STABILITY: SURFACE MOTION
 PC0531
 PC0531  HISTORY     - Date     Condition        Report By
 PC0531  HISTORY     - 1942     MONUMENTED       CGS
 PC0531  HISTORY     - 1974     MARK NOT FOUND   NGS
 PC0531  HISTORY     - 20010806 MARK NOT FOUND   USPSQD
 PC0531
 PC0531                          STATION DESCRIPTION
 PC0531
 PC0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PC0531'21.0 MI NW FROM TENMILE.
 PC0531'ALONG A GRAVEL ROAD FROM TENMILE TO TIOGA, 0.3 MILE NORTH OF A ROAD
 PC0531'SIGN NICHOLS, 30 FEET WEST OF CENTER LINE OF ROAD, 12 FEET NORTH OF A
 PC0531'TRIANGULAR BLAZED 40 INCH FIR TREE, WITNESS POST HAS BEEN SET MARKED U
 PC0531'S B M.
 PC0531
 PC0531                          STATION RECOVERY (1974)
 PC0531
 PC0531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 PC0531'MARK NOT FOUND.
 PC0531
 PC0531                          STATION RECOVERY (2001)
 PC0531
 PC0531'RECOVERY NOTE BY US POWER SQUADRON 2001 (AES)
 PC0531'CHANGE 'GRAVEL ROAD' TO PAVED ROAD. NO BLAZED TREE OR WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0186 ***********************************************************************
 PC0186  DESIGNATION -  F 362
 PC0186  PID         -  PC0186
 PC0186  STATE/COUNTY-  OR/LANE
 PC0186  USGS QUAD   -  LOWELL (1986)
 PC0186
 PC0186                         *CURRENT SURVEY CONTROL
 PC0186  ___________________________________________________________________
 PC0186* NAD 83(1986)-  43 54 26.     (N)    122 47 04.     (W)     SCALED    
 PC0186* NAVD 88     -       215.291  (meters)     706.33   (feet)  ADJUSTED  
 PC0186  ___________________________________________________________________
 PC0186  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 PC0186  DYNAMIC HT  -         215.243 (meters)     706.18  (feet)  COMP
 PC0186  MODELED GRAV-     980,391.9   (mgal)                       NAVD 88
 PC0186
 PC0186  VERT ORDER  -  SECOND    CLASS 0
 PC0186
 PC0186.The horizontal coordinates were scaled from a topographic map and have
 PC0186.an estimated accuracy of +/- 6 seconds.
 PC0186
 PC0186.The orthometric height was determined by differential leveling
 PC0186.and adjusted in June 1991.
 PC0186
 PC0186.The geoid height was determined by GEOID03.
 PC0186
 PC0186.The dynamic height is computed by dividing the NAVD 88
 PC0186.geopotential number by the normal gravity value computed on the
 PC0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0186.degrees latitude (g = 980.6199 gals.).
 PC0186
 PC0186.The modeled gravity was interpolated from observed gravity values.
 PC0186
 PC0186;                    North         East    Units  Estimated Accuracy
 PC0186;SPC OR S     -   251,400.    1,316,520.      MT  (+/- 180 meters Scaled)
 PC0186
 PC0186                          SUPERSEDED SURVEY CONTROL
 PC0186
 PC0186  NGVD 29 (??/??/92)  214.180  (m)          702.69   (f) ADJ UNCH    2 0
 PC0186
 PC0186.Superseded values are not recommended for survey control.
 PC0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0186.See file dsdata.txt to determine how the superseded data were derived.
 PC0186
 PC0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP173615(NAD 83)
 PC0186_MARKER: DB = BENCH MARK DISK
 PC0186_SETTING: 66 = SET IN ROCK OUTCROP
 PC0186_SP_SET: ROCK OUTCROP
 PC0186_STAMPING: F 362 1942
 PC0186_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PC0186+STABILITY: POSITION/ELEVATION WELL
 PC0186
 PC0186  HISTORY     - Date     Condition        Report By
 PC0186  HISTORY     - 1942     MONUMENTED       CGS
 PC0186  HISTORY     - 1954     MARK NOT FOUND   NGS
 PC0186  HISTORY     - 1984     MARK NOT FOUND   USGS
 PC0186  HISTORY     - 19840523 MARK NOT FOUND   USGS
 PC0186
 PC0186                          STATION DESCRIPTION
 PC0186
 PC0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PC0186'13.4 MI SE FROM GOSHEN.
 PC0186'13.4 MILES SOUTHEAST OF THE POST OFFICE.  ALONG STATE HIGHWAY 58, 25
 PC0186'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 105 FEET NORTHWEST OF
 PC0186'CHANEYS CAFE, IN THE TOP OF A ROCK OUTCROP AT THE EAST END OF A SMALL
 PC0186'CUT.  WITNESS POST SET.
 PC0186
 PC0186                          STATION RECOVERY (1954)
 PC0186
 PC0186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 PC0186'MARK NOT FOUND.
 PC0186
 PC0186                          STATION RECOVERY (1984)
 PC0186
 PC0186'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 PC0186'MARK NOT FOUND.
 PC0186
 PC0186                          STATION RECOVERY (1984)
 PC0186
 PC0186'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984 (JRS)
 PC0186'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0517 ***********************************************************************
 PB0517  DESIGNATION -  F 363
 PB0517  PID         -  PB0517
 PB0517  STATE/COUNTY-  OR/KLAMATH
 PB0517  USGS QUAD   -  ODELL LAKE (1981)
 PB0517
 PB0517                         *CURRENT SURVEY CONTROL
 PB0517  ___________________________________________________________________
 PB0517* NAD 83(1986)-  43 33 34.     (N)    121 55 19.     (W)     SCALED    
 PB0517* NAVD 88     -      1436.585  (meters)    4713.20   (feet)  ADJUSTED  
 PB0517  ___________________________________________________________________
 PB0517  GEOID HEIGHT-         -21.14  (meters)                     GEOID03
 PB0517  DYNAMIC HT  -        1435.864 (meters)    4710.83  (feet)  COMP
 PB0517  MODELED GRAV-     980,066.3   (mgal)                       NAVD 88
 PB0517
 PB0517  VERT ORDER  -  SECOND    CLASS 0
 PB0517
 PB0517.The horizontal coordinates were scaled from a topographic map and have
 PB0517.an estimated accuracy of +/- 6 seconds.
 PB0517
 PB0517.The orthometric height was determined by differential leveling
 PB0517.and adjusted in June 1991.
 PB0517
 PB0517.The geoid height was determined by GEOID03.
 PB0517
 PB0517.The dynamic height is computed by dividing the NAVD 88
 PB0517.geopotential number by the normal gravity value computed on the
 PB0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0517.degrees latitude (g = 980.6199 gals.).
 PB0517
 PB0517.The modeled gravity was interpolated from observed gravity values.
 PB0517
 PB0517;                    North         East    Units  Estimated Accuracy
 PB0517;SPC OR S     -   211,230.    1,385,130.      MT  (+/- 180 meters Scaled)
 PB0517
 PB0517                          SUPERSEDED SURVEY CONTROL
 PB0517
 PB0517  NGVD 29 (??/??/92) 1435.298  (m)         4708.97   (f) ADJ UNCH    2 0
 PB0517
 PB0517.Superseded values are not recommended for survey control.
 PB0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0517.See file dsdata.txt to determine how the superseded data were derived.
 PB0517
 PB0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP870235(NAD 83)
 PB0517_MARKER: DB = BENCH MARK DISK
 PB0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0517_STAMPING: F 363 1942
 PB0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0517+STABILITY: SURFACE MOTION
 PB0517
 PB0517  HISTORY     - Date     Condition        Report By
 PB0517  HISTORY     - 1942     MONUMENTED       CGS
 PB0517  HISTORY     - 1943     GOOD             NGS
 PB0517
 PB0517                          STATION DESCRIPTION
 PB0517
 PB0517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PB0517'6.0 MI N FROM CRESCENT LAKE.
 PB0517'ABOUT 6.0 MILES NORTH OF THE RAILROAD STATION AT CRESCENT LAKE,
 PB0517'KLAMATH COUNTY, ABOUT 2.0 MILES NORTH OF STATE HIGHWAY 58, 0.25 MILE
 PB0517'WEST OF A WOODEN BRIDGE OVER A CREEK, 18.0 FEET NORTH OF THE CENTER
 PB0517'LINE OF THE ELK LAKE ROAD, PROJECTING ABOUT 6-INCHES ABOVE THE GROUND,
 PB0517'2.0 FEET SOUTH OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1219 ***********************************************************************
 QD1219  DESIGNATION -  F 365
 QD1219  PID         -  QD1219
 QD1219  STATE/COUNTY-  OR/WASCO
 QD1219  USGS QUAD   -  PINHEAD BUTTES (1997)
 QD1219
 QD1219                         *CURRENT SURVEY CONTROL
 QD1219  ___________________________________________________________________
 QD1219* NAD 83(1986)-  44 59 17.     (N)    121 46 22.     (W)     SCALED    
 QD1219* NAVD 88     -      1131.477  (meters)    3712.19   (feet)  ADJUSTED  
 QD1219  ___________________________________________________________________
 QD1219  GEOID HEIGHT-         -21.07  (meters)                     GEOID03
 QD1219  DYNAMIC HT  -        1131.145 (meters)    3711.10  (feet)  COMP
 QD1219  MODELED GRAV-     980,283.5   (mgal)                       NAVD 88
 QD1219
 QD1219  VERT ORDER  -  SECOND    CLASS 0
 QD1219
 QD1219.The horizontal coordinates were scaled from a topographic map and have
 QD1219.an estimated accuracy of +/- 6 seconds.
 QD1219
 QD1219.The orthometric height was determined by differential leveling
 QD1219.and adjusted in June 1991.
 QD1219
 QD1219.The geoid height was determined by GEOID03.
 QD1219
 QD1219.The dynamic height is computed by dividing the NAVD 88
 QD1219.geopotential number by the normal gravity value computed on the
 QD1219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1219.degrees latitude (g = 980.6199 gals.).
 QD1219
 QD1219.The modeled gravity was interpolated from observed gravity values.
 QD1219
 QD1219;                    North         East    Units  Estimated Accuracy
 QD1219;SPC OR N     -   147,630.    2,399,640.      MT  (+/- 180 meters Scaled)
 QD1219
 QD1219                          SUPERSEDED SURVEY CONTROL
 QD1219
 QD1219  NGVD 29 (??/??/92) 1130.336  (m)         3708.44   (f) ADJ UNCH    2 0
 QD1219
 QD1219.Superseded values are not recommended for survey control.
 QD1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1219.See file dsdata.txt to determine how the superseded data were derived.
 QD1219
 QD1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ967823(NAD 83)
 QD1219_MARKER: DB = BENCH MARK DISK
 QD1219_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 QD1219_SP_SET: UNSP. ROCK
 QD1219_STAMPING: F 365 1942
 QD1219_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QD1219
 QD1219  HISTORY     - Date     Condition        Report By
 QD1219  HISTORY     - 1942     MONUMENTED       CGS
 QD1219  HISTORY     - 1943     GOOD             NGS
 QD1219
 QD1219                          STATION DESCRIPTION
 QD1219
 QD1219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QD1219'10.4 MI S FROM CLACKAMAS RANGER STATION.
 QD1219'ABOUT 10.4 MILES SOUTH ALONG THE OREGON SKYLINE ROAD FROM CLACKAMAS
 QD1219'RANGER STATION, CLACKAMAS COUNTY, 0.4 MILE SOUTH OF MILEPOST 19, SET
 QD1219'IN THE TOP OF A ROCK ON THE OUT SIDE OF A CURVE ABOUT LEVEL WITH ROAD,
 QD1219'24.0 FEET EAST OF THE CENTER LINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0706 ***********************************************************************
 QD0706  DESIGNATION -  F 366
 QD0706  PID         -  QD0706
 QD0706  STATE/COUNTY-  OR/JEFFERSON
 QD0706  USGS QUAD   -  OPAL CITY (1992)
 QD0706
 QD0706                         *CURRENT SURVEY CONTROL
 QD0706  ___________________________________________________________________
 QD0706* NAD 83(1986)-  44 28 04.     (N)    121 14 51.     (W)     SCALED    
 QD0706* NAVD 88     -       863.817  (meters)    2834.04   (feet)  ADJUSTED  
 QD0706  ___________________________________________________________________
 QD0706  GEOID HEIGHT-         -21.27  (meters)                     GEOID03
 QD0706  DYNAMIC HT  -         863.569 (meters)    2833.23  (feet)  COMP
 QD0706  MODELED GRAV-     980,301.0   (mgal)                       NAVD 88
 QD0706
 QD0706  VERT ORDER  -  SECOND    CLASS 0
 QD0706
 QD0706.The horizontal coordinates were scaled from a topographic map and have
 QD0706.an estimated accuracy of +/- 6 seconds.
 QD0706
 QD0706.The orthometric height was determined by differential leveling
 QD0706.and adjusted in June 1991.
 QD0706
 QD0706.The geoid height was determined by GEOID03.
 QD0706
 QD0706.The dynamic height is computed by dividing the NAVD 88
 QD0706.geopotential number by the normal gravity value computed on the
 QD0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0706.degrees latitude (g = 980.6199 gals.).
 QD0706
 QD0706.The modeled gravity was interpolated from observed gravity values.
 QD0706
 QD0706;                    North         East    Units  Estimated Accuracy
 QD0706;SPC OR N     -    89,300.    2,440,520.      MT  (+/- 180 meters Scaled)
 QD0706
 QD0706                          SUPERSEDED SURVEY CONTROL
 QD0706
 QD0706  NGVD 29 (??/??/92)  862.725  (m)         2830.46   (f) ADJ UNCH    2 0
 QD0706
 QD0706.Superseded values are not recommended for survey control.
 QD0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0706.See file dsdata.txt to determine how the superseded data were derived.
 QD0706
 QD0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ393253(NAD 83)
 QD0706_MARKER: DB = BENCH MARK DISK
 QD0706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD0706_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QD0706_STAMPING: F 366 1942
 QD0706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0706+STABILITY: SURFACE MOTION
 QD0706
 QD0706  HISTORY     - Date     Condition        Report By
 QD0706  HISTORY     - 1942     MONUMENTED       CGS
 QD0706  HISTORY     - 1959     MARK NOT FOUND   NGS
 QD0706  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 QD0706
 QD0706                          STATION DESCRIPTION
 QD0706
 QD0706'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QD0706'2.6 MI NW FROM OPAL CITY.
 QD0706'ALONG THE UNION PACIFIC RAILROAD FROM THE RAILROADD STATION, 500 FEET
 QD0706'NORTHEAST OF A PUBLIC ROAD CROSSING, 10 FEET NORTHEAST OF THE
 QD0706'CENTERLINE OF THE RAILROAD, 2 FEET SOUTHEAST OF MILE-POST 114.
 QD0706
 QD0706                          STATION RECOVERY (1959)
 QD0706
 QD0706'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 QD0706'MARK NOT FOUND.
 QD0706
 QD0706                          STATION RECOVERY (1985)
 QD0706
 QD0706'RECOVERY NOTE BY US POWER SQUADRON 1985
 QD0706'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0369 ***********************************************************************
 QD0369  DESIGNATION -  F 367
 QD0369  PID         -  QD0369
 QD0369  STATE/COUNTY-  OR/CROOK
 QD0369  USGS QUAD   -  HUSTON LAKE (1962)
 QD0369
 QD0369                         *CURRENT SURVEY CONTROL
 QD0369  ___________________________________________________________________
 QD0369* NAD 83(1986)-  44 21 38.     (N)    120 55 03.     (W)     SCALED    
 QD0369* NAVD 88     -       888.025  (meters)    2913.46   (feet)  ADJUSTED  
 QD0369  ___________________________________________________________________
 QD0369  GEOID HEIGHT-         -20.66  (meters)                     GEOID03
 QD0369  DYNAMIC HT  -         887.744 (meters)    2912.54  (feet)  COMP
 QD0369  MODELED GRAV-     980,271.4   (mgal)                       NAVD 88
 QD0369
 QD0369  VERT ORDER  -  SECOND    CLASS 0
 QD0369
 QD0369.The horizontal coordinates were scaled from a topographic map and have
 QD0369.an estimated accuracy of +/- 6 seconds.
 QD0369
 QD0369.The orthometric height was determined by differential leveling
 QD0369.and adjusted in June 1991.
 QD0369
 QD0369.The geoid height was determined by GEOID03.
 QD0369
 QD0369.The dynamic height is computed by dividing the NAVD 88
 QD0369.geopotential number by the normal gravity value computed on the
 QD0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0369.degrees latitude (g = 980.6199 gals.).
 QD0369
 QD0369.The modeled gravity was interpolated from observed gravity values.
 QD0369
 QD0369;                    North         East    Units  Estimated Accuracy
 QD0369;SPC OR S     -   299,350.    1,466,710.      MT  (+/- 180 meters Scaled)
 QD0369
 QD0369                          SUPERSEDED SURVEY CONTROL
 QD0369
 QD0369  NGVD 29 (??/??/92)  886.908  (m)         2909.80   (f) ADJ UNCH    2 0
 QD0369
 QD0369.Superseded values are not recommended for survey control.
 QD0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0369.See file dsdata.txt to determine how the superseded data were derived.
 QD0369
 QD0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ659140(NAD 83)
 QD0369_MARKER: DB = BENCH MARK DISK
 QD0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD0369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QD0369_STAMPING: F 367 1942
 QD0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0369+STABILITY: SURFACE MOTION
 QD0369
 QD0369  HISTORY     - Date     Condition        Report By
 QD0369  HISTORY     - 1942     MONUMENTED       CGS
 QD0369  HISTORY     - 1959     MARK NOT FOUND   NGS
 QD0369
 QD0369                          STATION DESCRIPTION
 QD0369
 QD0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QD0369'4.3 MI NW FROM PRINEVILLE.
 QD0369'ALONG OREGON STATE HIGHWAY NO. 27 FROM THE RAILROAD STATION, 36 FEET
 QD0369'NORTH OF A FENCE CORNER, 24 FEET WEST OF THE CENTERLINE OF THE
 QD0369'HIGHWAY, A WITNESS POST HAS BEEN SET.
 QD0369
 QD0369                          STATION RECOVERY (1959)
 QD0369
 QD0369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 QD0369'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0469 ***********************************************************************
 QD0469  DESIGNATION -  F 368
 QD0469  PID         -  QD0469
 QD0469  STATE/COUNTY-  OR/WASCO
 QD0469  USGS QUAD   -  HASTINGS PEAK (1987)
 QD0469
 QD0469                         *CURRENT SURVEY CONTROL
 QD0469  ___________________________________________________________________
 QD0469* NAD 83(1986)-  44 54 08.     (N)    120 36 37.     (W)     SCALED    
 QD0469* NAVD 88     -      1158.082  (meters)    3799.47   (feet)  ADJUSTED  
 QD0469  ___________________________________________________________________
 QD0469  GEOID HEIGHT-         -20.43  (meters)                     GEOID03
 QD0469  DYNAMIC HT  -        1157.753 (meters)    3798.39  (feet)  COMP
 QD0469  MODELED GRAV-     980,291.6   (mgal)                       NAVD 88
 QD0469
 QD0469  VERT ORDER  -  FIRST     CLASS II
 QD0469
 QD0469.The horizontal coordinates were scaled from a topographic map and have
 QD0469.an estimated accuracy of +/- 6 seconds.
 QD0469
 QD0469.The orthometric height was determined by differential leveling
 QD0469.and adjusted in June 1991.
 QD0469
 QD0469.The geoid height was determined by GEOID03.
 QD0469
 QD0469.The dynamic height is computed by dividing the NAVD 88
 QD0469.geopotential number by the normal gravity value computed on the
 QD0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0469.degrees latitude (g = 980.6199 gals.).
 QD0469
 QD0469.The modeled gravity was interpolated from observed gravity values.
 QD0469
 QD0469;                    North         East    Units  Estimated Accuracy
 QD0469;SPC OR N     -   137,300.    2,491,290.      MT  (+/- 180 meters Scaled)
 QD0469
 QD0469                          SUPERSEDED SURVEY CONTROL
 QD0469
 QD0469  NGVD 29 (??/??/92) 1156.912  (m)         3795.64   (f) ADJ UNCH    1 2
 QD0469
 QD0469.Superseded values are not recommended for survey control.
 QD0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0469.See file dsdata.txt to determine how the superseded data were derived.
 QD0469
 QD0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ886748(NAD 83)
 QD0469_MARKER: DD = SURVEY DISK
 QD0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD0469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QD0469_STAMPING: F 368 1931 3795
 QD0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0469+STABILITY: SURFACE MOTION
 QD0469
 QD0469  HISTORY     - Date     Condition        Report By
 QD0469  HISTORY     - 1931     MONUMENTED       ORDT
 QD0469  HISTORY     - 1943     GOOD             NGS
 QD0469
 QD0469                          STATION DESCRIPTION
 QD0469
 QD0469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QD0469'6.7 MI E FROM ANTELOPE.
 QD0469'THIS MARK IS ABOUT 6.7 MILES EAST ALONG THE ANTELOPE-FOSSIL ROAD FROM
 QD0469'THE POST OFFICE AT ANTELOPE, WASCO COUNTY, SET ON THE SUMMIT OF A
 QD0469'MOUNTAIN, ON THE OUTSIDE OF A CURVE, 2.0 FEET NORTH OF A ROCK CRIB AND
 QD0469'FENCE, 32.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD, PROJECTING
 QD0469'ABOUT 5-INCHES ABOVE THE GROUND, ABOUT 5.0 FEET ABOVE THE ROAD, 1.6
 QD0469'FEET EAST OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0571 ***********************************************************************
 PB0571  DESIGNATION -  F 369 RESET
 PB0571  PID         -  PB0571
 PB0571  STATE/COUNTY-  OR/DESCHUTES
 PB0571  USGS QUAD   -  MOUNT BACHELOR (1981)
 PB0571
 PB0571                         *CURRENT SURVEY CONTROL
 PB0571  ___________________________________________________________________
 PB0571* NAD 83(1986)-  43 59 04.     (N)    121 38 30.     (W)     SCALED    
 PB0571* NAVD 88     -      1888.22   (meters)    6194.9    (feet)  RESET     
 PB0571  ___________________________________________________________________
 PB0571  GEOID HEIGHT-         -20.41  (meters)                     GEOID03
 PB0571  VERT ORDER  -  THIRD
 PB0571
 PB0571.The horizontal coordinates were scaled from a topographic map and have
 PB0571.an estimated accuracy of +/- 6 seconds.
 PB0571
 PB0571.The orthometric height was computed from unverified reset data.
 PB0571
 PB0571.The geoid height was determined by GEOID03.
 PB0571
 PB0571;                    North         East    Units  Estimated Accuracy
 PB0571;SPC OR S     -   258,100.    1,408,410.      MT  (+/- 180 meters Scaled)
 PB0571
 PB0571                          SUPERSEDED SURVEY CONTROL
 PB0571
 PB0571.No superseded survey control is available for this station.
 PB0571
 PB0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP089710(NAD 83)
 PB0571_MARKER: DB = BENCH MARK DISK
 PB0571_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PB0571_SP_SET: MONUMENT
 PB0571_STAMPING: F 369 RESET 1963
 PB0571_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PB0571
 PB0571  HISTORY     - Date     Condition        Report By
 PB0571  HISTORY     - 1963     MONUMENTED       CGS
 PB0571
 PB0571                          STATION DESCRIPTION
 PB0571
 PB0571'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PB0571'19.6 MI SW FROM BEND.
 PB0571'19.6 MILES SOUTHWEST ALONG CENTURY DRIVE FROM THE POST OFFICE AT BEND,
 PB0571'DESCHUTES COUNTY, ON THE OUTSIDE OF A CURVE IN THE HIGHWAY, 86 FEET
 PB0571'SOUTHWEST OF THE CENTER OF CENTURY DRIVE, 1 FOOT SOUTHEAST OF A METAL
 PB0571'WITNESS POST, ABOUT 6 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN
 PB0571'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0342 ***********************************************************************
 QC0342  DESIGNATION -  F 37
 QC0342  PID         -  QC0342
 QC0342  STATE/COUNTY-  OR/GRANT
 QC0342  USGS QUAD   -  WOLFINGER BUTTE (1983)
 QC0342
 QC0342                         *CURRENT SURVEY CONTROL
 QC0342  ___________________________________________________________________
 QC0342* NAD 83(1986)-  44 24 56.     (N)    119 08 50.     (W)     SCALED    
 QC0342* NAVD 88     -       854.950  (meters)    2804.95   (feet)  ADJUSTED  
 QC0342  ___________________________________________________________________
 QC0342  GEOID HEIGHT-         -18.41  (meters)                     GEOID03
 QC0342  DYNAMIC HT  -         854.662 (meters)    2804.00  (feet)  COMP
 QC0342  MODELED GRAV-     980,253.7   (mgal)                       NAVD 88
 QC0342
 QC0342  VERT ORDER  -  FIRST     CLASS II
 QC0342
 QC0342.The horizontal coordinates were scaled from a topographic map and have
 QC0342.an estimated accuracy of +/- 6 seconds.
 QC0342
 QC0342.The orthometric height was determined by differential leveling
 QC0342.and adjusted in June 1991.
 QC0342
 QC0342.The geoid height was determined by GEOID03.
 QC0342
 QC0342.The dynamic height is computed by dividing the NAVD 88
 QC0342.geopotential number by the normal gravity value computed on the
 QC0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0342.degrees latitude (g = 980.6199 gals.).
 QC0342
 QC0342.The modeled gravity was interpolated from observed gravity values.
 QC0342
 QC0342;                    North         East    Units  Estimated Accuracy
 QC0342;SPC OR N     -    84,120.    2,607,730.      MT  (+/- 180 meters Scaled)
 QC0342
 QC0342                          SUPERSEDED SURVEY CONTROL
 QC0342
 QC0342  NGVD 29 (??/??/92)  853.801  (m)         2801.18   (f) ADJ UNCH    1 2
 QC0342
 QC0342.Superseded values are not recommended for survey control.
 QC0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0342.See file dsdata.txt to determine how the superseded data were derived.
 QC0342
 QC0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK290202(NAD 83)
 QC0342_MARKER: DD = SURVEY DISK
 QC0342_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QC0342_SP_SET: BRIDGE
 QC0342_STAMPING: 2801.458 F 37 1930
 QC0342_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QC0342
 QC0342  HISTORY     - Date     Condition        Report By
 QC0342  HISTORY     - 1930     MONUMENTED       ORHD
 QC0342  HISTORY     - 1963     GOOD             NGS
 QC0342  HISTORY     - 19870710 MARK NOT FOUND   NGS
 QC0342
 QC0342                          STATION DESCRIPTION
 QC0342
 QC0342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 QC0342'1.8 MI W FROM MOUNT VERNON.
 QC0342'1.8 MILES WEST ALONG U.S. HIGHWAY 26 FROM THE POST OFFICE AT MOUNT
 QC0342'VERNON CEMETED IN A DRILL HOLE IN THE TOP OF THE SOUTHWEST PIER OF THE
 QC0342'BRIDGE OVER THE JOHN DAY RIVER, 110 FEET NORTHEAST OF MR. MCKINNEYS
 QC0342'MAIL BOX, 22 FEET NORTH OF THE SOUTH END OF THE GUARD RAIL, 12 FEET
 QC0342'NORTHWEST OF THE CENTER OF THE HIGHWAY AND 5 FEET BELOW THE LEVEL OF
 QC0342'THE BRIDGE FLOOR.
 QC0342
 QC0342                          STATION RECOVERY (1987)
 QC0342
 QC0342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QC0342'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0524 ***********************************************************************
 PB0524  DESIGNATION -  F 370
 PB0524  PID         -  PB0524
 PB0524  STATE/COUNTY-  OR/DESCHUTES
 PB0524  USGS QUAD   -  DAVIS MOUNTAIN (1981)
 PB0524
 PB0524                         *CURRENT SURVEY CONTROL
 PB0524  ___________________________________________________________________
 PB0524* NAD 83(1986)-  43 44 03.     (N)    121 45 50.     (W)     SCALED    
 PB0524* NAVD 88     -      1332.380  (meters)    4371.32   (feet)  ADJUSTED  
 PB0524  ___________________________________________________________________
 PB0524  GEOID HEIGHT-         -21.11  (meters)                     GEOID03
 PB0524  DYNAMIC HT  -        1331.740 (meters)    4369.22  (feet)  COMP
 PB0524  MODELED GRAV-     980,092.0   (mgal)                       NAVD 88
 PB0524
 PB0524  VERT ORDER  -  SECOND    CLASS 0
 PB0524
 PB0524.The horizontal coordinates were scaled from a topographic map and have
 PB0524.an estimated accuracy of +/- 6 seconds.
 PB0524
 PB0524.The orthometric height was determined by differential leveling
 PB0524.and adjusted in June 1991.
 PB0524
 PB0524.The geoid height was determined by GEOID03.
 PB0524
 PB0524.The dynamic height is computed by dividing the NAVD 88
 PB0524.geopotential number by the normal gravity value computed on the
 PB0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0524.degrees latitude (g = 980.6199 gals.).
 PB0524
 PB0524.The modeled gravity was interpolated from observed gravity values.
 PB0524
 PB0524;                    North         East    Units  Estimated Accuracy
 PB0524;SPC OR S     -   230,440.    1,398,190.      MT  (+/- 180 meters Scaled)
 PB0524
 PB0524                          SUPERSEDED SURVEY CONTROL
 PB0524
 PB0524  NGVD 29 (??/??/92) 1331.123  (m)         4367.19   (f) ADJ UNCH    2 0
 PB0524
 PB0524.Superseded values are not recommended for survey control.
 PB0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0524.See file dsdata.txt to determine how the superseded data were derived.
 PB0524
 PB0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP995430(NAD 83)
 PB0524_MARKER: DB = BENCH MARK DISK
 PB0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0524_STAMPING: F 370 1942
 PB0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0524+STABILITY: SURFACE MOTION
 PB0524
 PB0524  HISTORY     - Date     Condition        Report By
 PB0524  HISTORY     - 1942     MONUMENTED       CGS
 PB0524  HISTORY     - 1943     GOOD             NGS
 PB0524
 PB0524                          STATION DESCRIPTION
 PB0524
 PB0524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PB0524'18.6 MI NW FROM LAPINE.
 PB0524'ALONG DALLES-CALIFORNIA HIGHWAY, 3 MILES NORTH.  THENCE 15.6 MILES
 PB0524'WEST ALONG CRANE PRAIRIE DAM ROAD, 3.6 MILES EAST OF ELK LAKE ROAD. 25
 PB0524'FEET SOUTH OF CENTERLINE OF ROAD.  WITNESS POST SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0190 ***********************************************************************
 PB0190  DESIGNATION -  F 372
 PB0190  PID         -  PB0190
 PB0190  STATE/COUNTY-  OR/DESCHUTES
 PB0190  USGS QUAD   -  HORSE RIDGE (1981)
 PB0190
 PB0190                         *CURRENT SURVEY CONTROL
 PB0190  ___________________________________________________________________
 PB0190* NAD 83(1986)-  43 52 30.     (N)    121 04 04.     (W)     SCALED    
 PB0190* NAVD 88     -      1354.812  (meters)    4444.91   (feet)  ADJUSTED  
 PB0190  ___________________________________________________________________
 PB0190  GEOID HEIGHT-         -20.45  (meters)                     GEOID03
 PB0190  DYNAMIC HT  -        1354.185 (meters)    4442.86  (feet)  COMP
 PB0190  MODELED GRAV-     980,108.3   (mgal)                       NAVD 88
 PB0190
 PB0190  VERT ORDER  -  FIRST     CLASS II
 PB0190
 PB0190.The horizontal coordinates were scaled from a topographic map and have
 PB0190.an estimated accuracy of +/- 6 seconds.
 PB0190
 PB0190.The orthometric height was determined by differential leveling
 PB0190.and adjusted in June 1991.
 PB0190
 PB0190.The geoid height was determined by GEOID03.
 PB0190
 PB0190.The dynamic height is computed by dividing the NAVD 88
 PB0190.geopotential number by the normal gravity value computed on the
 PB0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0190.degrees latitude (g = 980.6199 gals.).
 PB0190
 PB0190.The modeled gravity was interpolated from observed gravity values.
 PB0190
 PB0190;                    North         East    Units  Estimated Accuracy
 PB0190;SPC OR S     -   245,470.    1,454,370.      MT  (+/- 180 meters Scaled)
 PB0190
 PB0190                          SUPERSEDED SURVEY CONTROL
 PB0190
 PB0190  NGVD 29 (??/??/92) 1353.599  (m)         4440.93   (f) ADJ UNCH    1 2
 PB0190
 PB0190.Superseded values are not recommended for survey control.
 PB0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0190.See file dsdata.txt to determine how the superseded data were derived.
 PB0190
 PB0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP552598(NAD 83)
 PB0190_MARKER: DB = BENCH MARK DISK
 PB0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0190_STAMPING: F 372 1943
 PB0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0190+STABILITY: SURFACE MOTION
 PB0190
 PB0190  HISTORY     - Date     Condition        Report By
 PB0190  HISTORY     - 1943     MONUMENTED       CGS
 PB0190
 PB0190                          STATION DESCRIPTION
 PB0190
 PB0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 PB0190'7.3 MI W FROM MILLICAN.
 PB0190'THIS MARK IS ABOUT 7.3 MILES WEST ALONG THE OLD BEND-BURNS ROAD FROM
 PB0190'MILLICAN, DESCHUTES COUNTY, ABOUT 500 FEET NORTH OF A LOG BARN, 158.0
 PB0190'FEET NORTHWEST OF THE NORTHEAST CORNER OF A FIELD, SET IN LINE WITH AN
 PB0190'OLD NORTH-SOUTH FENCE, 31.0 FEET SOUTHWEST OF A TELEPHONE POLE, 46.0
 PB0190'FEET SOUTH OF THE CENTER LINE OF THE ROAD, PROJECTING ABOUT 5-INCHES
 PB0190'ABOVE THE GROUND, 2.0 FEET NORTH OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0137 ***********************************************************************
 PB0137  DESIGNATION -  F 373
 PB0137  PID         -  PB0137
 PB0137  STATE/COUNTY-  OR/DESCHUTES
 PB0137  USGS QUAD   -  BROTHERS SW (1967)
 PB0137
 PB0137                         *CURRENT SURVEY CONTROL
 PB0137  ___________________________________________________________________
 PB0137* NAD 83(1986)-  43 48 48.     (N)    120 38 49.     (W)     SCALED    
 PB0137* NAVD 88     -      1384.663  (meters)    4542.85   (feet)  ADJUSTED  
 PB0137  ___________________________________________________________________
 PB0137  GEOID HEIGHT-         -19.93  (meters)                     GEOID03
 PB0137  DYNAMIC HT  -        1384.015 (meters)    4540.72  (feet)  COMP
 PB0137  MODELED GRAV-     980,102.7   (mgal)                       NAVD 88
 PB0137
 PB0137  VERT ORDER  -  FIRST     CLASS II
 PB0137
 PB0137.The horizontal coordinates were scaled from a topographic map and have
 PB0137.an estimated accuracy of +/- 6 seconds.
 PB0137
 PB0137.The orthometric height was determined by differential leveling
 PB0137.and adjusted in June 1991.
 PB0137
 PB0137.The geoid height was determined by GEOID03.
 PB0137
 PB0137.The dynamic height is computed by dividing the NAVD 88
 PB0137.geopotential number by the normal gravity value computed on the
 PB0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0137.degrees latitude (g = 980.6199 gals.).
 PB0137
 PB0137.The modeled gravity was interpolated from observed gravity values.
 PB0137
 PB0137;                    North         East    Units  Estimated Accuracy
 PB0137;SPC OR S     -   238,470.    1,488,180.      MT  (+/- 180 meters Scaled)
 PB0137
 PB0137                          SUPERSEDED SURVEY CONTROL
 PB0137
 PB0137  NGVD 29 (??/??/92) 1383.460  (m)         4538.90   (f) ADJ UNCH    1 2
 PB0137
 PB0137.Superseded values are not recommended for survey control.
 PB0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0137.See file dsdata.txt to determine how the superseded data were derived.
 PB0137
 PB0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP892538(NAD 83)
 PB0137_MARKER: DB = BENCH MARK DISK
 PB0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0137_STAMPING: F 373 1943
 PB0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0137+STABILITY: SURFACE MOTION
 PB0137
 PB0137  HISTORY     - Date     Condition        Report By
 PB0137  HISTORY     - 1943     MONUMENTED       CGS
 PB0137
 PB0137                          STATION DESCRIPTION
 PB0137
 PB0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 PB0137'2.1 MI W FROM BROTHERS.
 PB0137'THIS MARK IS ABOUT 2.1 MILES WEST ALONG A COUNTY ROAD FROM BROTHERS,
 PB0137'1.15 MILE EAST OF JUNCTION WITH THE OLD BEND-BURNS ROAD, SET IN THE
 PB0137'NORTHEAST CORNER OF A FIELD, 67.5 FEET NORTHEAST OF THE NORTHEAST
 PB0137'CORNER OF A TWO STORY UNPAINTED HOUSE, 38.0 FEET WEST OF THE CENTER
 PB0137'LINE OF A ROAD LEADING SOUTH TO THE OLD BEND-BURNS ROAD, 25.0 FEET
 PB0137'SOUTH OF THE CENTER LINE OF THE ROAD, PROJECTING ABOUT 3-INCHES ABOVE
 PB0137'THE GROUND, 2.0 FEET NORTH OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0526 ***********************************************************************
 PA0526  DESIGNATION -  F 374
 PA0526  PID         -  PA0526
 PA0526  STATE/COUNTY-  OR/HARNEY
 PA0526  USGS QUAD   -  HAT BUTTE (1981)
 PA0526
 PA0526                         *CURRENT SURVEY CONTROL
 PA0526  ___________________________________________________________________
 PA0526* NAD 83(1986)-  43 34 07.     (N)    119 53 52.     (W)     SCALED    
 PA0526* NAVD 88     -      1413.784  (meters)    4638.39   (feet)  ADJUSTED  
 PA0526  ___________________________________________________________________
 PA0526  GEOID HEIGHT-         -19.49  (meters)                     GEOID03
 PA0526  DYNAMIC HT  -        1413.073 (meters)    4636.06  (feet)  COMP
 PA0526  MODELED GRAV-     980,066.8   (mgal)                       NAVD 88
 PA0526
 PA0526  VERT ORDER  -  FIRST     CLASS II
 PA0526
 PA0526.The horizontal coordinates were scaled from a topographic map and have
 PA0526.an estimated accuracy of +/- 6 seconds.
 PA0526
 PA0526.The orthometric height was determined by differential leveling
 PA0526.and adjusted in June 1991.
 PA0526
 PA0526.The geoid height was determined by GEOID03.
 PA0526
 PA0526.The dynamic height is computed by dividing the NAVD 88
 PA0526.geopotential number by the normal gravity value computed on the
 PA0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0526.degrees latitude (g = 980.6199 gals.).
 PA0526
 PA0526.The modeled gravity was interpolated from observed gravity values.
 PA0526
 PA0526;                    North         East    Units  Estimated Accuracy
 PA0526;SPC OR S     -   211,450.    1,548,650.      MT  (+/- 180 meters Scaled)
 PA0526
 PA0526                          SUPERSEDED SURVEY CONTROL
 PA0526
 PA0526  NGVD 29 (??/??/92) 1412.551  (m)         4634.34   (f) ADJ UNCH    1 2
 PA0526
 PA0526.Superseded values are not recommended for survey control.
 PA0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0526.See file dsdata.txt to determine how the superseded data were derived.
 PA0526
 PA0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKJ659280(NAD 83)
 PA0526_MARKER: DB = BENCH MARK DISK
 PA0526_SETTING: 66 = SET IN ROCK OUTCROP
 PA0526_SP_SET: ROCK OUTCROP
 PA0526_STAMPING: F 374 1943
 PA0526_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PA0526+STABILITY: POSITION/ELEVATION WELL
 PA0526
 PA0526  HISTORY     - Date     Condition        Report By
 PA0526  HISTORY     - 1943     MONUMENTED       CGS
 PA0526
 PA0526                          STATION DESCRIPTION
 PA0526
 PA0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 PA0526'7.7 MI W FROM GAP RANCH.
 PA0526'THIS MARK IS ABOUT 7.7 MILES WEST ALONG U.S. HIGHWAY 20 FROM GAP
 PA0526'RANCH, HARNEY COUNTY, SET AT HARNEY-LAKE COUNTY LINE, IN THE TOP OF A
 PA0526'ROCK OUTCROP ON THE NORTHEAST SLOPE OF A HILL, 72.0 FEET SOUTHEAST OF
 PA0526'THE COUNTY LINE SIGN, 75.0 FEET SOUTH OF THE CENTER LINE OF THE
 PA0526'HIGHWAY, 2.0 FEET NORTH OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0083 ***********************************************************************
 NY0083  DESIGNATION -  F 375
 NY0083  PID         -  NY0083
 NY0083  STATE/COUNTY-  OR/LAKE
 NY0083  USGS QUAD   -  LAKEVIEW NE (1964)
 NY0083
 NY0083                         *CURRENT SURVEY CONTROL
 NY0083  ___________________________________________________________________
 NY0083* NAD 83(1986)-  42 14 51.     (N)    120 21 50.     (W)     SCALED    
 NY0083* NAVD 88     -      1497.422  (meters)    4912.79   (feet)  ADJUSTED  
 NY0083  ___________________________________________________________________
 NY0083  GEOID HEIGHT-         -20.90  (meters)                     GEOID03
 NY0083  DYNAMIC HT  -        1496.437 (meters)    4909.56  (feet)  COMP
 NY0083  MODELED GRAV-     979,911.6   (mgal)                       NAVD 88
 NY0083
 NY0083  VERT ORDER  -  FIRST     CLASS II
 NY0083
 NY0083.The horizontal coordinates were scaled from a topographic map and have
 NY0083.an estimated accuracy of +/- 6 seconds.
 NY0083
 NY0083.The orthometric height was determined by differential leveling
 NY0083.and adjusted in June 1991.
 NY0083
 NY0083.The geoid height was determined by GEOID03.
 NY0083
 NY0083.The dynamic height is computed by dividing the NAVD 88
 NY0083.geopotential number by the normal gravity value computed on the
 NY0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0083.degrees latitude (g = 980.6199 gals.).
 NY0083
 NY0083.The modeled gravity was interpolated from observed gravity values.
 NY0083
 NY0083;                    North         East    Units  Estimated Accuracy
 NY0083;SPC OR S     -    64,530.    1,511,230.      MT  (+/- 180 meters Scaled)
 NY0083
 NY0083                          SUPERSEDED SURVEY CONTROL
 NY0083
 NY0083  NGVD 29 (??/??/92) 1496.213  (m)         4908.83   (f) ADJ UNCH    1 2
 NY0083
 NY0083.Superseded values are not recommended for survey control.
 NY0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0083.See file dsdata.txt to determine how the superseded data were derived.
 NY0083
 NY0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGM174806(NAD 83)
 NY0083_MARKER: DB = BENCH MARK DISK
 NY0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NY0083_STAMPING: F 375 1942
 NY0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0083+STABILITY: SURFACE MOTION
 NY0083
 NY0083  HISTORY     - Date     Condition        Report By
 NY0083  HISTORY     - 1942     MONUMENTED       CGS
 NY0083
 NY0083                          STATION DESCRIPTION
 NY0083
 NY0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NY0083'4.0 MI N FROM LAKEVIEW.
 NY0083'ALONG THE HIGHWAY U.S. NO. 395, 45 FEET WEST OF CENTER LINE OF
 NY0083'HIGHWAY, 1 FOOT WEST OF FENCE LINE.  WITNESS POST SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0070 ***********************************************************************
 NY0070  DESIGNATION -  F 376
 NY0070  PID         -  NY0070
 NY0070  STATE/COUNTY-  OR/LAKE
 NY0070  USGS QUAD   -  LAKEVIEW NE (1964)
 NY0070
 NY0070                         *CURRENT SURVEY CONTROL
 NY0070  ___________________________________________________________________
 NY0070* NAD 83(1986)-  42 11 36.     (N)    120 21 07.     (W)     SCALED    
 NY0070* NAVD 88     -      1450.831  (meters)    4759.93   (feet)  ADJUSTED  
 NY0070  ___________________________________________________________________
 NY0070  GEOID HEIGHT-         -20.95  (meters)                     GEOID03
 NY0070  DYNAMIC HT  -        1449.886 (meters)    4756.83  (feet)  COMP
 NY0070  MODELED GRAV-     979,919.5   (mgal)                       NAVD 88
 NY0070
 NY0070  VERT ORDER  -  FIRST     CLASS II
 NY0070
 NY0070.The horizontal coordinates were scaled from a topographic map and have
 NY0070.an estimated accuracy of +/- 6 seconds.
 NY0070
 NY0070.The orthometric height was determined by differential leveling
 NY0070.and adjusted in June 1991.
 NY0070
 NY0070.The geoid height was determined by GEOID03.
 NY0070
 NY0070.The dynamic height is computed by dividing the NAVD 88
 NY0070.geopotential number by the normal gravity value computed on the
 NY0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0070.degrees latitude (g = 980.6199 gals.).
 NY0070
 NY0070.The modeled gravity was interpolated from observed gravity values.
 NY0070
 NY0070;                    North         East    Units  Estimated Accuracy
 NY0070;SPC OR S     -    58,520.    1,512,230.      MT  (+/- 180 meters Scaled)
 NY0070
 NY0070                          SUPERSEDED SURVEY CONTROL
 NY0070
 NY0070  NGVD 29 (??/??/92) 1449.642  (m)         4756.03   (f) ADJ UNCH    1 2
 NY0070
 NY0070.Superseded values are not recommended for survey control.
 NY0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0070.See file dsdata.txt to determine how the superseded data were derived.
 NY0070
 NY0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGM186746(NAD 83)
 NY0070_MARKER: DB = BENCH MARK DISK
 NY0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NY0070_STAMPING: F 376 1942
 NY0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0070+STABILITY: SURFACE MOTION
 NY0070
 NY0070  HISTORY     - Date     Condition        Report By
 NY0070  HISTORY     - 1942     MONUMENTED       CGS
 NY0070  HISTORY     - 1957     MARK NOT FOUND   NGS
 NY0070  HISTORY     - 19860918 MARK NOT FOUND   USPSQD
 NY0070
 NY0070                          STATION DESCRIPTION
 NY0070
 NY0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NY0070'IN LAKEVIEW.
 NY0070'ON THE CORNER OF NORTH K STREET AND NORTH FOURTH STREET, 30 FEET SOUTH
 NY0070'OF THE CENTER LINE OF THE STATE HIGHWAY 66, ACROSS THE STREET FROM
 NY0070'HERMANS GROCERY STORE.  WITNESS POST SET.
 NY0070
 NY0070                          STATION RECOVERY (1957)
 NY0070
 NY0070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 NY0070'MARK NOT FOUND.
 NY0070
 NY0070                          STATION RECOVERY (1986)
 NY0070
 NY0070'RECOVERY NOTE BY US POWER SQUADRON 1986 (RCC)
 NY0070'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB1022 ***********************************************************************
 RB1022  DESIGNATION -  F 377
 RB1022  PID         -  RB1022
 RB1022  STATE/COUNTY-  OR/MORROW
 RB1022  USGS QUAD   -  CROW BUTTE (1993)
 RB1022
 RB1022                         *CURRENT SURVEY CONTROL
 RB1022  ___________________________________________________________________
 RB1022* NAD 83(1986)-  45 50 05.     (N)    119 51 28.     (W)     SCALED    
 RB1022* NAVD 88     -        75.952  (meters)     249.19   (feet)  ADJUSTED  
 RB1022  ___________________________________________________________________
 RB1022  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 RB1022  DYNAMIC HT  -          75.952 (meters)     249.19  (feet)  COMP
 RB1022  MODELED GRAV-     980,612.3   (mgal)                       NAVD 88
 RB1022
 RB1022  VERT ORDER  -  FIRST     CLASS II
 RB1022
 RB1022.The horizontal coordinates were scaled from a topographic map and have
 RB1022.an estimated accuracy of +/- 6 seconds.
 RB1022
 RB1022.The orthometric height was determined by differential leveling
 RB1022.and adjusted in June 1991.
 RB1022
 RB1022.The geoid height was determined by GEOID03.
 RB1022
 RB1022.The dynamic height is computed by dividing the NAVD 88
 RB1022.geopotential number by the normal gravity value computed on the
 RB1022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB1022.degrees latitude (g = 980.6199 gals.).
 RB1022
 RB1022.The modeled gravity was interpolated from observed gravity values.
 RB1022
 RB1022;                    North         East    Units  Estimated Accuracy
 RB1022;SPC OR N     -   241,120.    2,549,890.      MT  (+/- 180 meters Scaled)
 RB1022
 RB1022                          SUPERSEDED SURVEY CONTROL
 RB1022
 RB1022  NGVD 29 (??/??/92)   74.945  (m)          245.88   (f) ADJ UNCH    1 2
 RB1022
 RB1022.Superseded values are not recommended for survey control.
 RB1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1022.See file dsdata.txt to determine how the superseded data were derived.
 RB1022
 RB1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKL780796(NAD 83)
 RB1022_MARKER: DB = BENCH MARK DISK
 RB1022_SETTING: 66 = SET IN ROCK OUTCROP
 RB1022_SP_SET: ROCK
 RB1022_STAMPING: F 377 1943
 RB1022_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RB1022+STABILITY: POSITION/ELEVATION WELL
 RB1022
 RB1022  HISTORY     - Date     Condition        Report By
 RB1022  HISTORY     - 1943     MONUMENTED       CGS
 RB1022  HISTORY     - 1962     GOOD             NGS
 RB1022
 RB1022                          STATION DESCRIPTION
 RB1022
 RB1022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RB1022'1.0 MI W FROM CASTLE ROCK.
 RB1022'FROM CASTLE ROCK GO WEST ON THE OLD HIGHWAY (U.S.30) FOR 1.0 MILE,
 RB1022'THENCE RIGHT, NORTH, ACROSS COUNTRY ABOUT 0.1 MILE TO THE UNION
 RB1022'PACIFIC RAILROAD TRACK, ABOUT 190 FEET EAST OF RAILROAD MILE POST 157,
 RB1022'22 FEET SOUTH OF THE SOUTH RAIL AND ABOUT 3.0 FEET HIGHER, SET IN TOP
 RB1022'OF A SLOPING ROCK.  A LARGE BM IS PAINTED NEAR THE DISK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0669 ***********************************************************************
 RB0669  DESIGNATION -  F 378
 RB0669  PID         -  RB0669
 RB0669  STATE/COUNTY-  OR/UMATILLA
 RB0669  USGS QUAD   -  JUNIPER (1993)
 RB0669
 RB0669                         *CURRENT SURVEY CONTROL
 RB0669  ___________________________________________________________________
 RB0669* NAD 83(1986)-  45 55 47.     (N)    119 06 15.     (W)     SCALED    
 RB0669* NAVD 88     -       100.694  (meters)     330.36   (feet)  ADJUSTED  
 RB0669  ___________________________________________________________________
 RB0669  GEOID HEIGHT-         -21.62  (meters)                     GEOID03
 RB0669  DYNAMIC HT  -         100.693 (meters)     330.36  (feet)  COMP
 RB0669  MODELED GRAV-     980,607.4   (mgal)                       NAVD 88
 RB0669
 RB0669  VERT ORDER  -  FIRST     CLASS II
 RB0669
 RB0669.The horizontal coordinates were scaled from a topographic map and have
 RB0669.an estimated accuracy of +/- 6 seconds.
 RB0669
 RB0669.The orthometric height was determined by differential leveling
 RB0669.and adjusted in June 1991.
 RB0669
 RB0669.The geoid height was determined by GEOID03.
 RB0669
 RB0669.The dynamic height is computed by dividing the NAVD 88
 RB0669.geopotential number by the normal gravity value computed on the
 RB0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0669.degrees latitude (g = 980.6199 gals.).
 RB0669
 RB0669.The modeled gravity was interpolated from observed gravity values.
 RB0669
 RB0669;                    North         East    Units  Estimated Accuracy
 RB0669;SPC OR N     -   252,420.    2,608,260.      MT  (+/- 180 meters Scaled)
 RB0669
 RB0669                          SUPERSEDED SURVEY CONTROL
 RB0669
 RB0669  NGVD 29 (??/??/92)   99.68   (m)          327.0    (f) COMPUTED    1 2
 RB0669
 RB0669.Superseded values are not recommended for survey control.
 RB0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0669.See file dsdata.txt to determine how the superseded data were derived.
 RB0669
 RB0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL368883(NAD 83)
 RB0669_MARKER: DB = BENCH MARK DISK
 RB0669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0669_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0669_STAMPING: F 378 1943
 RB0669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0669+STABILITY: SURFACE MOTION
 RB0669
 RB0669  HISTORY     - Date     Condition        Report By
 RB0669  HISTORY     - 1943     MONUMENTED       CGS
 RB0669  HISTORY     - 1961     MARK NOT FOUND   NGS
 RB0669
 RB0669                          STATION DESCRIPTION
 RB0669
 RB0669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RB0669'12.8 MI ENE FROM UMATILLA.
 RB0669'MARK WAS ABOUT 12.8 MILES EAST-NORTHEAST OF UMATILLA, 219 FEET NORTH
 RB0669'OF THE CENTER LINE OF U.S. HIGHWAY 730, 71 FEET SOUTH OF THE CENTER
 RB0669'LINE OF THE RAILROAD BED, 45 FEET WEST OF THE CENTER LINE OF A DIRT
 RB0669'ROAD, AND ABOUT 15 FEET LOWER THAN THE HIGHWAY.  NOTE-- THIS LOCATION
 RB0669'IS IN THE MCNARY DAM RESERVOIR.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0461 ***********************************************************************
 RB0461  DESIGNATION -  F 379
 RB0461  PID         -  RB0461
 RB0461  STATE/COUNTY-  OR/UMATILLA
 RB0461  USGS QUAD   -  SMELTZ (1966)
 RB0461
 RB0461                         *CURRENT SURVEY CONTROL
 RB0461  ___________________________________________________________________
 RB0461* NAD 83(1986)-  45 56 44.     (N)    118 43 15.     (W)     SCALED    
 RB0461* NAVD 88     -       433.592  (meters)    1422.54   (feet)  ADJUSTED  
 RB0461  ___________________________________________________________________
 RB0461  GEOID HEIGHT-         -21.18  (meters)                     GEOID03
 RB0461  DYNAMIC HT  -         433.560 (meters)    1422.44  (feet)  COMP
 RB0461  MODELED GRAV-     980,529.9   (mgal)                       NAVD 88
 RB0461
 RB0461  VERT ORDER  -  FIRST     CLASS II
 RB0461
 RB0461.The horizontal coordinates were scaled from a topographic map and have
 RB0461.an estimated accuracy of +/- 6 seconds.
 RB0461
 RB0461.The orthometric height was determined by differential leveling
 RB0461.and adjusted in June 1991.
 RB0461
 RB0461.The geoid height was determined by GEOID03.
 RB0461
 RB0461.The dynamic height is computed by dividing the NAVD 88
 RB0461.geopotential number by the normal gravity value computed on the
 RB0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0461.degrees latitude (g = 980.6199 gals.).
 RB0461
 RB0461.The modeled gravity was interpolated from observed gravity values.
 RB0461
 RB0461;                    North         East    Units  Estimated Accuracy
 RB0461;SPC OR N     -   254,760.    2,637,940.      MT  (+/- 180 meters Scaled)
 RB0461
 RB0461                          SUPERSEDED SURVEY CONTROL
 RB0461
 RB0461  NGVD 29 (??/??/92)  432.558  (m)         1419.15   (f) ADJ UNCH    1 2
 RB0461
 RB0461.Superseded values are not recommended for survey control.
 RB0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0461.See file dsdata.txt to determine how the superseded data were derived.
 RB0461
 RB0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL666894(NAD 83)
 RB0461_MARKER: DB = BENCH MARK DISK
 RB0461_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RB0461_SP_SET: FOUNDATION
 RB0461_STAMPING: F 379 1943
 RB0461_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RB0461
 RB0461  HISTORY     - Date     Condition        Report By
 RB0461  HISTORY     - 1943     MONUMENTED       CGS
 RB0461
 RB0461                          STATION DESCRIPTION
 RB0461
 RB0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 RB0461'IN VANSYCLE.
 RB0461'ALONG THE NORTHERN PACIFIC RAILROAD AT RAILROAD MILEAGE 15.7, 108 FEET
 RB0461'NORTH OF NORTH CORNER OF BRIDGE 15+1 28.7 FEET NORTHEAST OF NORTHEAST
 RB0461'RAIL, SET IN THE SOUTH CORNER OF NORTH CONCRETE FOUNDATION OF RAILROAD
 RB0461'WATER TANK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0496 ***********************************************************************
 QC0496  DESIGNATION -  F 38
 QC0496  PID         -  QC0496
 QC0496  STATE/COUNTY-  OR/WHEELER
 QC0496  USGS QUAD   -  KIMBERLY (1995)
 QC0496
 QC0496                         *CURRENT SURVEY CONTROL
 QC0496  ___________________________________________________________________
 QC0496* NAD 83(1986)-  44 46 29.     (N)    119 40 34.     (W)     SCALED    
 QC0496* NAVD 88     -       562.613  (meters)    1845.84   (feet)  ADJUSTED  
 QC0496  ___________________________________________________________________
 QC0496  GEOID HEIGHT-         -19.58  (meters)                     GEOID03
 QC0496  DYNAMIC HT  -         562.461 (meters)    1845.34  (feet)  COMP
 QC0496  MODELED GRAV-     980,331.8   (mgal)                       NAVD 88
 QC0496
 QC0496  VERT ORDER  -  FIRST     CLASS II
 QC0496
 QC0496.The horizontal coordinates were scaled from a topographic map and have
 QC0496.an estimated accuracy of +/- 6 seconds.
 QC0496
 QC0496.The orthometric height was determined by differential leveling
 QC0496.and adjusted in June 1991.
 QC0496
 QC0496.The geoid height was determined by GEOID03.
 QC0496
 QC0496.The dynamic height is computed by dividing the NAVD 88
 QC0496.geopotential number by the normal gravity value computed on the
 QC0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0496.degrees latitude (g = 980.6199 gals.).
 QC0496
 QC0496.The modeled gravity was interpolated from observed gravity values.
 QC0496
 QC0496;                    North         East    Units  Estimated Accuracy
 QC0496;SPC OR N     -   123,460.    2,565,210.      MT  (+/- 180 meters Scaled)
 QC0496
 QC0496                          SUPERSEDED SURVEY CONTROL
 QC0496
 QC0496  NGVD 29 (??/??/92)  561.485  (m)         1842.14   (f) ADJ UNCH    1 2
 QC0496
 QC0496.Superseded values are not recommended for survey control.
 QC0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0496.See file dsdata.txt to determine how the superseded data were derived.
 QC0496
 QC0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKK882614(NAD 83)
 QC0496_MARKER: DB = BENCH MARK DISK
 QC0496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0496_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QC0496_STAMPING: 1842.378 F 38 1930
 QC0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0496+STABILITY: SURFACE MOTION
 QC0496
 QC0496  HISTORY     - Date     Condition        Report By
 QC0496  HISTORY     - 1930     MONUMENTED       CGS
 QC0496
 QC0496                          STATION DESCRIPTION
 QC0496
 QC0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 QC0496'2.0 MI NW FROM KIMBERLY.
 QC0496'IN WHEELER COUNTY, ABOUT 2.0 MILES NOTHERWEST ALONG THE JOHN DAY
 QC0496'HIGHWAY (OREGON 19) FROM THE POST OFFICE AT KIMBERLY, GRANT COUNTY,
 QC0496'ABOUT 0.2 MILE EAST OF BOLOGNA CREEK, AT MILEAGE 103.4, AT THE
 QC0496'SOUTHEAST END OF A THROUGH CUT NEAR THE CREST OF A SMALL HILL, 31 FEET
 QC0496'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 9 FEET SOUTHEAST OF AN
 QC0496'IRRIGATION CULVERT UNDER THE HIGHWAY, AND ABOUT 1 FOOT LOWER THAN THE
 QC0496'HIGHWAY.  A STANDARD DISK, STAMPED 1842.378 F 38 1930 AND SET IN THE
 QC0496'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1538 ***********************************************************************
 RC1538  DESIGNATION -  F 380
 RC1538  PID         -  RC1538
 RC1538  STATE/COUNTY-  OR/HOOD RIVER
 RC1538  USGS QUAD   -  BONNEVILLE DAM (1994)
 RC1538
 RC1538                         *CURRENT SURVEY CONTROL
 RC1538  ___________________________________________________________________
 RC1538* NAD 83(1986)-  45 39 39.     (N)    121 53 52.     (W)     SCALED    
 RC1538* NAVD 88     -        52.169  (meters)     171.16   (feet)  ADJUSTED  
 RC1538  ___________________________________________________________________
 RC1538  GEOID HEIGHT-         -21.75  (meters)                     GEOID03
 RC1538  DYNAMIC HT  -          52.167 (meters)     171.15  (feet)  COMP
 RC1538  MODELED GRAV-     980,578.5   (mgal)                       NAVD 88
 RC1538
 RC1538  VERT ORDER  -  FIRST     CLASS II
 RC1538
 RC1538.The horizontal coordinates were scaled from a topographic map and have
 RC1538.an estimated accuracy of +/- 6 seconds.
 RC1538
 RC1538.The orthometric height was determined by differential leveling
 RC1538.and adjusted in June 1991.
 RC1538.WARNING-Repeat measurements at this control monument indicate possible
 RC1538.vertical movement.
 RC1538
 RC1538.The geoid height was determined by GEOID03.
 RC1538
 RC1538.The dynamic height is computed by dividing the NAVD 88
 RC1538.geopotential number by the normal gravity value computed on the
 RC1538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1538.degrees latitude (g = 980.6199 gals.).
 RC1538
 RC1538.The modeled gravity was interpolated from observed gravity values.
 RC1538
 RC1538;                    North         East    Units  Estimated Accuracy
 RC1538;SPC OR N     -   222,540.    2,391,080.      MT  (+/- 180 meters Scaled)
 RC1538
 RC1538                          SUPERSEDED SURVEY CONTROL
 RC1538
 RC1538  NGVD 29 (??/??/92)   51.153  (m)          167.82   (f) ADJ UNCH    1 2
 RC1538
 RC1538.Superseded values are not recommended for survey control.
 RC1538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1538.See file dsdata.txt to determine how the superseded data were derived.
 RC1538
 RC1538_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER858569(NAD 83)
 RC1538_MARKER: DD = SURVEY DISK
 RC1538_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RC1538_SP_SET: CULVERT HEADWALL
 RC1538_STAMPING: F 380 1943
 RC1538_MARK LOGO: BPR   
 RC1538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1538+STABILITY: SURFACE MOTION
 RC1538_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RC1538+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2006
 RC1538
 RC1538  HISTORY     - Date     Condition        Report By
 RC1538  HISTORY     - 1943     MONUMENTED       BPR
 RC1538  HISTORY     - 1956     GOOD             NGS
 RC1538  HISTORY     - 1987     GOOD             NGS
 RC1538  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 RC1538  HISTORY     - 1990     GOOD             USPSQD
 RC1538  HISTORY     - 20060723 GOOD             USPSQD
 RC1538
 RC1538                          STATION DESCRIPTION
 RC1538
 RC1538'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 RC1538'IN CASCADE LOCKS.
 RC1538'IN T 2 N - R 7 E, AT CASCADE LOCKS, 0.4 MILE SOUTHWEST ALONG U.S.
 RC1538'HIGHWAY 30 FROM THE POST OFFICE, 0.1 MILE SOUTHWEST OF THE BRIDGE OF
 RC1538'THE GODS IN THE CENTER OF A CRESCENT-SHAPED STONE RETAINING WALL
 RC1538'AROUND A HIGHWAY DRAIN, 33.3 FEET SOUTHEAST OF THE CENTER LINE OF THE
 RC1538'HIGHWAY, 3.7 FEET WEST OF THE CENTER OF THE SOUTH END OF AN 8-INCH
 RC1538'CORRUGATED METAL PIPE CULVERT AND ABOUT 5 FEET LOWER THAN THE HIGHWAY.
 RC1538
 RC1538                          STATION RECOVERY (1987)
 RC1538
 RC1538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RC1538'RECOVERED IN GOOD CONDITION.
 RC1538
 RC1538                          STATION RECOVERY (1989)
 RC1538
 RC1538'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RC1538'MARK NOT FOUND.
 RC1538
 RC1538                          STATION RECOVERY (1990)
 RC1538
 RC1538'RECOVERY NOTE BY US POWER SQUADRON 1990 (EF)
 RC1538'RECOVERED IN GOOD CONDITION.
 RC1538
 RC1538                          STATION RECOVERY (2006)
 RC1538
 RC1538'RECOVERY NOTE BY US POWER SQUADRON 2006 (DLM)
 RC1538'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0217 ***********************************************************************
 PA0217  DESIGNATION -  F 382
 PA0217  PID         -  PA0217
 PA0217  STATE/COUNTY-  OR/HARNEY
 PA0217  USGS QUAD   -  POISON CREEK SLOUGH (1990)
 PA0217
 PA0217                         *CURRENT SURVEY CONTROL
 PA0217  ___________________________________________________________________
 PA0217* NAD 83(1986)-  43 37 25.     (N)    118 54 22.     (W)     SCALED    
 PA0217* NAVD 88     -      1265.871  (meters)    4153.11   (feet)  ADJUSTED  
 PA0217  ___________________________________________________________________
 PA0217  GEOID HEIGHT-         -18.92  (meters)                     GEOID03
 PA0217  DYNAMIC HT  -        1265.262 (meters)    4151.11  (feet)  COMP
 PA0217  MODELED GRAV-     980,094.6   (mgal)                       NAVD 88
 PA0217
 PA0217  VERT ORDER  -  FIRST     CLASS II
 PA0217
 PA0217.The horizontal coordinates were scaled from a topographic map and have
 PA0217.an estimated accuracy of +/- 6 seconds.
 PA0217
 PA0217.The orthometric height was determined by differential leveling
 PA0217.and adjusted in June 1991.
 PA0217
 PA0217.The geoid height was determined by GEOID03.
 PA0217
 PA0217.The dynamic height is computed by dividing the NAVD 88
 PA0217.geopotential number by the normal gravity value computed on the
 PA0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0217.degrees latitude (g = 980.6199 gals.).
 PA0217
 PA0217.The modeled gravity was interpolated from observed gravity values.
 PA0217
 PA0217;                    North         East    Units  Estimated Accuracy
 PA0217;SPC OR S     -   218,610.    1,628,630.      MT  (+/- 180 meters Scaled)
 PA0217
 PA0217                          SUPERSEDED SURVEY CONTROL
 PA0217
 PA0217  NGVD 29 (??/??/92) 1264.685  (m)         4149.22   (f) ADJ UNCH    1 2
 PA0217
 PA0217.Superseded values are not recommended for survey control.
 PA0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0217.See file dsdata.txt to determine how the superseded data were derived.
 PA0217
 PA0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ462318(NAD 83)
 PA0217_MARKER: DB = BENCH MARK DISK
 PA0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PA0217_STAMPING: F 382 1943
 PA0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0217+STABILITY: SURFACE MOTION
 PA0217
 PA0217  HISTORY     - Date     Condition        Report By
 PA0217  HISTORY     - 1943     MONUMENTED       CGS
 PA0217
 PA0217                          STATION DESCRIPTION
 PA0217
 PA0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 PA0217'4.80 MI SW FROM HARNEY.
 PA0217'ALONG THE HARNEY-BUCHANAN ROAD 4.80 MILES SOUTHWEST FROM HARNEY AND
 PA0217'8.6 MILES EAST FROM THE POSTOFFICE AT BURNS, 26 FEET SOUTHEAST FROM
 PA0217'THE CENTER LINE OF HARNEY ROAD, 13 FEET SOUTHWEST FROM THE SOUTHWEST
 PA0217'END OF A GATE ENTRANCE TO A FARM HOUSE, 2 FEET NORTHWEST OF A
 PA0217'RIGHT-OF-WAY FENCE, 2 FEET NORTHEAST OF A REFERENCE POST AND AT THE
 PA0217'NORTHEAST END OF A SLIGHT INCLINE IN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0214 ***********************************************************************
 PA0214  DESIGNATION -  F 383
 PA0214  PID         -  PA0214
 PA0214  STATE/COUNTY-  OR/HARNEY
 PA0214  USGS QUAD   -  POISON CREEK SLOUGH (1990)
 PA0214
 PA0214                         *CURRENT SURVEY CONTROL
 PA0214  ___________________________________________________________________
 PA0214* NAD 83(1986)-  43 35 06.     (N)    118 56 24.     (W)     SCALED    
 PA0214* NAVD 88     -      1263.081  (meters)    4143.96   (feet)  ADJUSTED  
 PA0214  ___________________________________________________________________
 PA0214  GEOID HEIGHT-         -19.05  (meters)                     GEOID03
 PA0214  DYNAMIC HT  -        1262.470 (meters)    4141.95  (feet)  COMP
 PA0214  MODELED GRAV-     980,092.4   (mgal)                       NAVD 88
 PA0214
 PA0214  VERT ORDER  -  FIRST     CLASS II
 PA0214
 PA0214.This mark is at Burns Municipal Airport (BNO)
 PA0214
 PA0214.The horizontal coordinates were scaled from a topographic map and have
 PA0214.an estimated accuracy of +/- 6 seconds.
 PA0214
 PA0214.The orthometric height was determined by differential leveling
 PA0214.and adjusted in June 1991.
 PA0214
 PA0214.The geoid height was determined by GEOID03.
 PA0214
 PA0214.The dynamic height is computed by dividing the NAVD 88
 PA0214.geopotential number by the normal gravity value computed on the
 PA0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0214.degrees latitude (g = 980.6199 gals.).
 PA0214
 PA0214.The modeled gravity was interpolated from observed gravity values.
 PA0214
 PA0214;                    North         East    Units  Estimated Accuracy
 PA0214;SPC OR S     -   214,270.    1,625,970.      MT  (+/- 180 meters Scaled)
 PA0214
 PA0214                          SUPERSEDED SURVEY CONTROL
 PA0214
 PA0214  NGVD 29 (??/??/92) 1261.893  (m)         4140.06   (f) ADJ UNCH    1 2
 PA0214
 PA0214.Superseded values are not recommended for survey control.
 PA0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0214.See file dsdata.txt to determine how the superseded data were derived.
 PA0214
 PA0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ433276(NAD 83)
 PA0214_MARKER: DB = BENCH MARK DISK
 PA0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PA0214_STAMPING: F 383 1943
 PA0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0214+STABILITY: SURFACE MOTION
 PA0214
 PA0214  HISTORY     - Date     Condition        Report By
 PA0214  HISTORY     - 1943     MONUMENTED       CGS
 PA0214  HISTORY     - 1977     GOOD             NGS
 PA0214
 PA0214                          STATION DESCRIPTION
 PA0214
 PA0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 PA0214'8.7 MI NE FROM BURNS.
 PA0214'THIS MARK IS ABOUT 6.7 MILES NORTHEAST ALONG U.S. HIGHWAY 20 FROM THE
 PA0214'POST OFFICE AT BURNS, HARNEY COUNTY, THENCE 2.0 MILES SOUTH ALONG A
 PA0214'DIRT ROAD, AT THE SOUTHEAST CORNER OF BURNS AIRPORT, AT THE OREGON
 PA0214'EXPERIMENT STATION, 107 FEET WEST OF THE SOUTHWEST CORNER OF THE MAIN
 PA0214'BUILDING AT THE EXPERIMENT STATION, 95 FEET NORTH OF THE CENTER OF A
 PA0214'CROSS ROAD, 63 FEET NORTH OF A FENCE CORNER, 24 FEET WEST OF THE
 PA0214'CENTER OF THE ROAD, 58.5 FEET SOUTH OF A WEATHER STATION INSTRUMENT
 PA0214'BOX, 2 FEET WEST OF THE FENCE LINE, 3 FEET SOUTH OF A WHITE REFERENCE
 PA0214'POST.
 PA0214
 PA0214                          STATION RECOVERY (1977)
 PA0214
 PA0214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 PA0214'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0633 ***********************************************************************
 QC0633  DESIGNATION -  F 384
 QC0633  PID         -  QC0633
 QC0633  STATE/COUNTY-  OR/MALHEUR
 QC0633  USGS QUAD   -  HUNTER MOUNTAIN (1990)
 QC0633
 QC0633                         *CURRENT SURVEY CONTROL
 QC0633  ___________________________________________________________________
 QC0633* NAD 83(1986)-  44 01 58.     (N)    118 03 58.     (W)     SCALED    
 QC0633* NAVD 88     -      1291.379  (meters)    4236.80   (feet)  ADJUSTED  
 QC0633  ___________________________________________________________________
 QC0633  GEOID HEIGHT-         -17.80  (meters)                     GEOID03
 QC0633  DYNAMIC HT  -        1290.778 (meters)    4234.83  (feet)  COMP
 QC0633  MODELED GRAV-     980,108.2   (mgal)                       NAVD 88
 QC0633
 QC0633  VERT ORDER  -  FIRST     CLASS II
 QC0633
 QC0633.The horizontal coordinates were scaled from a topographic map and have
 QC0633.an estimated accuracy of +/- 6 seconds.
 QC0633
 QC0633.The orthometric height was determined by differential leveling
 QC0633.and adjusted in June 1991.
 QC0633
 QC0633.The geoid height was determined by GEOID03.
 QC0633
 QC0633.The dynamic height is computed by dividing the NAVD 88
 QC0633.geopotential number by the normal gravity value computed on the
 QC0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0633.degrees latitude (g = 980.6199 gals.).
 QC0633
 QC0633.The modeled gravity was interpolated from observed gravity values.
 QC0633
 QC0633;                    North         East    Units  Estimated Accuracy
 QC0633;SPC OR S     -   265,680.    1,695,080.      MT  (+/- 180 meters Scaled)
 QC0633
 QC0633                          SUPERSEDED SURVEY CONTROL
 QC0633
 QC0633  NGVD 29 (??/??/92) 1290.183  (m)         4232.88   (f) ADJ UNCH    1 2
 QC0633
 QC0633.Superseded values are not recommended for survey control.
 QC0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0633.See file dsdata.txt to determine how the superseded data were derived.
 QC0633
 QC0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ145760(NAD 83)
 QC0633_MARKER: DB = BENCH MARK DISK
 QC0633_SETTING: 66 = SET IN ROCK OUTCROP
 QC0633_SP_SET: ROCK OUTCROP
 QC0633_STAMPING: F-384 1943
 QC0633_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QC0633+STABILITY: POSITION/ELEVATION WELL
 QC0633
 QC0633  HISTORY     - Date     Condition        Report By
 QC0633  HISTORY     - 1943     MONUMENTED       CGS
 QC0633  HISTORY     - 1944     GOOD             NGS
 QC0633
 QC0633                          STATION DESCRIPTION
 QC0633
 QC0633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 QC0633'13.4 MI NE FROM BEULAH.
 QC0633'13.4 MILES NORTHEAST ALONG THE BEULAH-WESTFALL ROAD FROM THE POST
 QC0633'OFFICE AT BEULAH, SET IN THE TOP OF A ROCK OUTCROP, ABOUT 0.1 MILE
 QC0633'NORTH OF WHERE THE ROAD CROSSES THROUGH A DRY WASH, 23 FEET WEST OF
 QC0633'THE WEST EDGE OF DRY WASH, 14 FEET WEST OF CENTER-LINE OF THE ROAD, 6
 QC0633'FEET SOUTHEAST OF REFERENCE POST, ABOUT 6 FEET ABOVE ROAD LEVEL.  A
 QC0633'BENCH MARK DISK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH0808 ***********************************************************************
 OH0808  DESIGNATION -  F 385
 OH0808  PID         -  OH0808
 OH0808  STATE/COUNTY-  OR/MALHEUR
 OH0808  USGS QUAD   -  LITTLE VALLEY (1990)
 OH0808
 OH0808                         *CURRENT SURVEY CONTROL
 OH0808  ___________________________________________________________________
 OH0808* NAD 83(1986)-  43 54 34.     (N)    117 30 20.     (W)     SCALED    
 OH0808* NAVD 88     -       742.174  (meters)    2434.95   (feet)  ADJUSTED  
 OH0808  ___________________________________________________________________
 OH0808  GEOID HEIGHT-         -18.02  (meters)                     GEOID03
 OH0808  DYNAMIC HT  -         741.923 (meters)    2434.13  (feet)  COMP
 OH0808  MODELED GRAV-     980,256.2   (mgal)                       NAVD 88
 OH0808
 OH0808  VERT ORDER  -  FIRST     CLASS II
 OH0808
 OH0808.The horizontal coordinates were scaled from a topographic map and have
 OH0808.an estimated accuracy of +/- 6 seconds.
 OH0808
 OH0808.The orthometric height was determined by differential leveling
 OH0808.and adjusted in June 1991.
 OH0808
 OH0808.The geoid height was determined by GEOID03.
 OH0808
 OH0808.The dynamic height is computed by dividing the NAVD 88
 OH0808.geopotential number by the normal gravity value computed on the
 OH0808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0808.degrees latitude (g = 980.6199 gals.).
 OH0808
 OH0808.The modeled gravity was interpolated from observed gravity values.
 OH0808
 OH0808;                    North         East    Units  Estimated Accuracy
 OH0808;SPC OR S     -   253,440.    1,740,480.      MT  (+/- 180 meters Scaled)
 OH0808
 OH0808                          SUPERSEDED SURVEY CONTROL
 OH0808
 OH0808  NGVD 29 (??/??/92)  741.153  (m)         2431.60   (f) ADJ UNCH    1 2
 OH0808
 OH0808.Superseded values are not recommended for survey control.
 OH0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0808.See file dsdata.txt to determine how the superseded data were derived.
 OH0808
 OH0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ594619(NAD 83)
 OH0808_MARKER: DB = BENCH MARK DISK
 OH0808_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OH0808_SP_SET: CULVERT
 OH0808_STAMPING: F 385 1943
 OH0808_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH0808
 OH0808  HISTORY     - Date     Condition        Report By
 OH0808  HISTORY     - 1943     MONUMENTED       CGS
 OH0808
 OH0808                          STATION DESCRIPTION
 OH0808
 OH0808'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 OH0808'8.05 MI E FROM HARPER.
 OH0808'ALONG THE OREGON SHORT LINE RAILROAD, 8.05 MILES EAST OF THE STATION
 OH0808'AT HARPER, 0.9 MILE EAST OF THE LITTLE VALLEY WATER TANK, 100 FEET
 OH0808'WEST OF RAILROAD MILEPOST 34, ON THE NORTH SIDE OF THE TRACK IN THE
 OH0808'HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0794 ***********************************************************************
 QB0794  DESIGNATION -  F 386
 QB0794  PID         -  QB0794
 QB0794  STATE/COUNTY-  OR/BAKER
 QB0794  USGS QUAD   -  WENDT BUTTE (1990)
 QB0794
 QB0794                         *CURRENT SURVEY CONTROL
 QB0794  ___________________________________________________________________
 QB0794* NAD 83(1986)-  44 29 36.     (N)    117 52 26.     (W)     SCALED    
 QB0794* NAVD 88     -      1073.485  (meters)    3521.93   (feet)  ADJUSTED  
 QB0794  ___________________________________________________________________
 QB0794  GEOID HEIGHT-         -17.29  (meters)                     GEOID03
 QB0794  DYNAMIC HT  -        1073.083 (meters)    3520.61  (feet)  COMP
 QB0794  MODELED GRAV-     980,207.3   (mgal)                       NAVD 88
 QB0794
 QB0794  VERT ORDER  -  FIRST     CLASS II
 QB0794
 QB0794.The horizontal coordinates were scaled from a topographic map and have
 QB0794.an estimated accuracy of +/- 6 seconds.
 QB0794
 QB0794.The orthometric height was determined by differential leveling
 QB0794.and adjusted in June 1991.
 QB0794
 QB0794.The geoid height was determined by GEOID03.
 QB0794
 QB0794.The dynamic height is computed by dividing the NAVD 88
 QB0794.geopotential number by the normal gravity value computed on the
 QB0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0794.degrees latitude (g = 980.6199 gals.).
 QB0794
 QB0794.The modeled gravity was interpolated from observed gravity values.
 QB0794
 QB0794;                    North         East    Units  Estimated Accuracy
 QB0794;SPC OR N     -    95,260.    2,708,830.      MT  (+/- 180 meters Scaled)
 QB0794
 QB0794                          SUPERSEDED SURVEY CONTROL
 QB0794
 QB0794  NGVD 29 (??/??/92) 1072.298  (m)         3518.03   (f) ADJ UNCH    1 2
 QB0794
 QB0794.Superseded values are not recommended for survey control.
 QB0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0794.See file dsdata.txt to determine how the superseded data were derived.
 QB0794
 QB0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK305270(NAD 83)
 QB0794_MARKER: DB = BENCH MARK DISK
 QB0794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0794_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0794_STAMPING: F-386 1944
 QB0794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0794+STABILITY: SURFACE MOTION
 QB0794
 QB0794  HISTORY     - Date     Condition        Report By
 QB0794  HISTORY     - 1944     MONUMENTED       CGS
 QB0794
 QB0794                          STATION DESCRIPTION
 QB0794
 QB0794'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 QB0794'9.0 MI E FROM HEREFORD.
 QB0794'9.0 MILES EAST ALONG STATE HIGHWAY NO. 7 FROM THE POST OFFICE AT
 QB0794'HEREFORD, ON THE OUTSIDE OF A CURVE, ABOUT 0.2 MILE AIR-LINE NORTHWEST
 QB0794'OF A SMALL RED ROOFED HOUSE, 47 FEET SOUTH OF CENTER-LINE OF THE
 QB0794'HIGHWAY, 3 FEET NORTH OF THE FENCE, 3 FEET EAST OF REFERENCE POST,
 QB0794'ABOUT 3 FEET BELOW HIGHWAY LEVEL, ON SOUTH SLOPE OF HILL. BENCH MARK
 QB0794'DISK SET IN TOP OF A CONCRETE POST POURED IN THE FIELD AND PROJECTING
 QB0794'ABOUT 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0836 ***********************************************************************
 QB0836  DESIGNATION -  F 387
 QB0836  PID         -  QB0836
 QB0836  STATE/COUNTY-  OR/BAKER
 QB0836  USGS QUAD   -  BOWEN VALLEY (1993)
 QB0836
 QB0836                         *CURRENT SURVEY CONTROL
 QB0836  ___________________________________________________________________
 QB0836* NAD 83(1986)-  44 42 58.     (N)    117 50 36.     (W)     SCALED    
 QB0836* NAVD 88     -      1076.725  (meters)    3532.56   (feet)  ADJUSTED  
 QB0836  ___________________________________________________________________
 QB0836  GEOID HEIGHT-         -17.11  (meters)                     GEOID03
 QB0836  DYNAMIC HT  -        1076.353 (meters)    3531.33  (feet)  COMP
 QB0836  MODELED GRAV-     980,236.1   (mgal)                       NAVD 88
 QB0836
 QB0836  VERT ORDER  -  FIRST     CLASS II
 QB0836
 QB0836.The horizontal coordinates were scaled from a topographic map and have
 QB0836.an estimated accuracy of +/- 6 seconds.
 QB0836
 QB0836.The orthometric height was determined by differential leveling
 QB0836.and adjusted in June 1991.
 QB0836
 QB0836.The geoid height was determined by GEOID03.
 QB0836
 QB0836.The dynamic height is computed by dividing the NAVD 88
 QB0836.geopotential number by the normal gravity value computed on the
 QB0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0836.degrees latitude (g = 980.6199 gals.).
 QB0836
 QB0836.The modeled gravity was interpolated from observed gravity values.
 QB0836
 QB0836;                    North         East    Units  Estimated Accuracy
 QB0836;SPC OR N     -   120,080.    2,710,450.      MT  (+/- 180 meters Scaled)
 QB0836
 QB0836                          SUPERSEDED SURVEY CONTROL
 QB0836
 QB0836  NGVD 29 (??/??/92) 1075.564  (m)         3528.75   (f) ADJ UNCH    1 2
 QB0836
 QB0836.Superseded values are not recommended for survey control.
 QB0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0836.See file dsdata.txt to determine how the superseded data were derived.
 QB0836
 QB0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK332517(NAD 83)
 QB0836_MARKER: DB = BENCH MARK DISK
 QB0836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0836_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0836_STAMPING: F-387 1944
 QB0836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0836+STABILITY: SURFACE MOTION
 QB0836
 QB0836  HISTORY     - Date     Condition        Report By
 QB0836  HISTORY     - 1944     MONUMENTED       CGS
 QB0836  HISTORY     - 1967     MARK NOT FOUND   NGS
 QB0836
 QB0836                          STATION DESCRIPTION
 QB0836
 QB0836'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 QB0836'4.5 MI S FROM BAKER.
 QB0836'4.5 MILES SOUTH ALONG STATE HIGHWAY NO. 7 FROM THE POST OFFICE AT
 QB0836'BAKER, SET ON THE EAST SIDE OF TRACK AND HIGHWAY, 88 FEET EAST OF
 QB0836'CENTER-LINE OF HIGHWAY, 26.8 FEET EAST OF EAST RAIL OF TRACK, 16.5
 QB0836'FEET NORTH OF CENTER-LINE OF ROAD LEADING EAST INTO FIELD, 9.5 FEET
 QB0836'NORTH OF THE NORTH GATE POST, 1.5 FEET WEST OF FENCE, 2.5 FEET SOUTH
 QB0836'OF REFERENCE POST.  BENCH MARK DISK SET IN TOP OF CONCRETE POST POURED
 QB0836'IN THE FIELD AND PROJECTING ABOUT 0.3 FOOT ABOVE THE GROUND.
 QB0836
 QB0836                          STATION RECOVERY (1967)
 QB0836
 QB0836'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 QB0836'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0884 ***********************************************************************
 QE0884  DESIGNATION -  F 388
 QE0884  PID         -  QE0884
 QE0884  STATE/COUNTY-  OR/LANE
 QE0884  USGS QUAD   -  EUGENE WEST (1986)
 QE0884
 QE0884                         *CURRENT SURVEY CONTROL
 QE0884  ___________________________________________________________________
 QE0884* NAD 83(2007)-  44 06 53.28752(N)    123 12 56.81863(W)     ADJUSTED  
 QE0884* NAVD 88     -       112.401  (meters)     368.77   (feet)  ADJUSTED  
 QE0884  ___________________________________________________________________
 QE0884  EPOCH DATE  -        2007.00
 QE0884  X           -  -2,512,549.028 (meters)                     COMP
 QE0884  Y           -  -3,837,269.940 (meters)                     COMP
 QE0884  Z           -   4,417,320.802 (meters)                     COMP
 QE0884  LAPLACE CORR-          -3.68  (seconds)                    DEFLEC99
 QE0884  ELLIP HEIGHT-          89.271 (meters)          (02/10/07) ADJUSTED
 QE0884  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 QE0884  DYNAMIC HT  -         112.388 (meters)     368.73  (feet)  COMP
 QE0884
 QE0884  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 QE0884  Type    PID    Designation                      North   East  Ellip
 QE0884  -------------------------------------------------------------------
 QE0884  NETWORK QE0884 F 388                             0.90   0.63   2.12
 QE0884  -------------------------------------------------------------------
 QE0884  MODELED GRAV-     980,502.9   (mgal)                       NAVD 88
 QE0884
 QE0884  VERT ORDER  -  FIRST     CLASS II
 QE0884
 QE0884.This mark is at Mahlon Sweet Field Airport (EUG)
 QE0884
 QE0884.The horizontal coordinates were established by GPS observations
 QE0884.and adjusted by the National Geodetic Survey in February 2007.
 QE0884
 QE0884.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 QE0884.See www.ngs.noaa.gov/NationalReadjustment for more information.
 QE0884.The horizontal coordinates are valid at the epoch date displayed above.
 QE0884.The epoch date for horizontal control is a decimal equivalence
 QE0884.of Year/Month/Day.
 QE0884
 QE0884.The orthometric height was determined by differential leveling
 QE0884.and adjusted in June 1991.
 QE0884
 QE0884.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QE0884
 QE0884.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE0884
 QE0884.The ellipsoidal height was determined by GPS observations
 QE0884.and is referenced to NAD 83.
 QE0884
 QE0884.The geoid height was determined by GEOID03.
 QE0884
 QE0884.The dynamic height is computed by dividing the NAVD 88
 QE0884.geopotential number by the normal gravity value computed on the
 QE0884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0884.degrees latitude (g = 980.6199 gals.).
 QE0884
 QE0884.The modeled gravity was interpolated from observed gravity values.
 QE0884
 QE0884;                    North         East     Units Scale Factor Converg.
 QE0884;SPC OR S     -   275,484.700 1,282,629.151   MT  1.00003121   -1 51 28.8
 QE0884;SPC OR S     -   903,821.19  4,208,100.89   iFT  1.00003121   -1 51 28.8
 QE0884;UTM  10      - 4,884,646.418   482,733.186   MT  0.99960367   -0 09 00.7
 QE0884
 QE0884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE0884!SPC OR S     -   0.99998600  x   1.00003121  =   1.00001721
 QE0884!UTM  10      -   0.99998600  x   0.99960367  =   0.99958968
 QE0884
 QE0884                          SUPERSEDED SURVEY CONTROL
 QE0884
 QE0884  NAD 83(1991)-  44 06 53.28510(N)    123 12 56.82025(W) AD(       ) 3
 QE0884  ELLIP H (06/09/98)   89.310  (m)                       GP(       ) 4 1
 QE0884  NAVD 88 (06/09/98)  112.40   (m)          368.8    (f) LEVELING    3  
 QE0884  NGVD 29 (??/??/92)  111.311  (m)          365.19   (f) ADJ UNCH    1 2
 QE0884
 QE0884.Superseded values are not recommended for survey control.
 QE0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0884.See file dsdata.txt to determine how the superseded data were derived.
 QE0884
 QE0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP8273384646(NAD 83)
 QE0884_MARKER: DB = BENCH MARK DISK
 QE0884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0884_SP_SET: CONCRETE POST
 QE0884_STAMPING: F 388 1945
 QE0884_MARK LOGO: CGS   
 QE0884_PROJECTION: PROJECTING 10 CENTIMETERS
 QE0884_MAGNETIC: N = NO MAGNETIC MATERIAL
 QE0884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0884+STABILITY: SURFACE MOTION
 QE0884_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QE0884+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2008
 QE0884
 QE0884  HISTORY     - Date     Condition        Report By
 QE0884  HISTORY     - 1945     MONUMENTED       CGS
 QE0884  HISTORY     - 1970     GOOD             NGS
 QE0884  HISTORY     - 1979     GOOD             NGS
 QE0884  HISTORY     - 1987     GOOD             NGS
 QE0884  HISTORY     - 19890615 GOOD             NGS
 QE0884  HISTORY     - 19960831 GOOD             CHANCE
 QE0884  HISTORY     - 19971014 GOOD             NGS
 QE0884  HISTORY     - 20080901 GOOD             NGS
 QE0884
 QE0884                          STATION DESCRIPTION
 QE0884
 QE0884'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 QE0884'7.7 MI NW FROM EUGENE.
 QE0884'AT THE MAHLON SWEET AIRPORT AND IN THE SOUTHERN SECTION OF THE
 QE0884'AIRPORT, NORTH OF THE ABANDONED TERMINAL BUILDING, NOW OCCUPIED BY THE
 QE0884'LANE COUNTY POLLUTION AUTHORITY.  IT IS 66.0 FEET NORTH OF THE
 QE0884'NORTHWEST CORNER OF THE BUILDING AND 22.2 FEET EAST OF THE WEST EDGE
 QE0884'OF THE RAMP PAVING, AND 1.5 FEET SOUTH OF THE SOUTH EDGE OF THE
 QE0884'PAVING.  A STANDARD BRONZE DISK SET IN THE TOP OF A 10 INCH CONCRETE
 QE0884'POST AND PROJECTING ABOUT 3 INCHES ABOVE THE CONCRETE DRIVEWAY AND
 QE0884'STAMPED F 388 1945.
 QE0884
 QE0884                          STATION RECOVERY (1979)
 QE0884
 QE0884'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 QE0884'RECOVERED IN GOOD CONDITION.
 QE0884
 QE0884                          STATION RECOVERY (1987)
 QE0884
 QE0884'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE0884'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  2.2 KM
 QE0884'(1.35 MI) NORTHERLY ALONG STATE HIGHWAY 99 FROM ITS JUNCTION WITH BELT
 QE0884'LINE ROAD IN EUGENE, THENCE 2.7 KM (1.70 MI) WEST ALONG AIRPORT ROAD,
 QE0884'THENCE 0.2 KM (0.10 MI) NORTH ALONG A DRIVEWAY TO THE LANE COMMUNITY
 QE0884'COLLEGE AVIATION SCHOOL, 20.2 M (66.3 FT) NORTH-NORTHEAST OF THE
 QE0884'NORTHWEST CORNER OF THE SCHOOL, 0.8 M (2.6 FT) SOUTHWEST OF THE
 QE0884'NORTHWEST CORNER OF A FENCE, 0.6 M (2.0 FT) WEST OF A FENCE, AND 0.5
 QE0884'M (1.6 FT) SOUTH OF A PAVED AIRPLANE PARKING AREA.  NOTE--NOT LEVELED
 QE0884'THIS SURVEY.
 QE0884'THE MARK IS 0.1 M ABOVE THE PARKING AREA.
 QE0884
 QE0884                          STATION RECOVERY (1989)
 QE0884
 QE0884'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 QE0884'THIS STATION IS LOCATED IN THE SOUTHERN SECTION OF THE MAHLON SWEET
 QE0884'AIRPORT, AT THE OLD TERMINAL AREA, NOW OCCUPIED BY THE LANE COUNTY
 QE0884'POLLUTION AUTHORITY.  IT IS 66.0 FT (20.1 M) NW OF THE NW CORNER OF
 QE0884'THE BUILDING, 22.2 FT (6.8 M) EAST OF THE WEST EDGE OF THE RAMP, 1.5
 QE0884'FT (0.5 M) SOUTH OF THE SOUTH EDGE OF THE RAMP, 2.3 FT (0.7 M) WEST OF
 QE0884'A CYCLONE FENCE.  A STANDARD BENCH MARK DISK SET IN THE TOP OF A 10
 QE0884'INCH CONCRETE POST PROJECTING 4 INCHES ABOVE THE CONCRETE DRIVEWAY,
 QE0884'THAT ENDS AT THE RAMP, AND IN THE NE CORNER OF THE DRIVEWAY AND
 QE0884'STAMPED---F 388 1945---.
 QE0884
 QE0884                          STATION RECOVERY (1996)
 QE0884
 QE0884'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 QE0884'THE STATION IS LOCATED ABOUT 8.5 MILES (13.7 KM) WEST OF INTERSTATE 5,
 QE0884'8 MILES (12.9 KM) NORTHWEST OF EUGENE AND 7 MILES (11.3 KM) SOUTH OF
 QE0884'JUNCTION CITY AT MAHLON SWEET FIELD, MIKE KOONTZ - AIRPORT MANAGER,
 QE0884'PHONE 503-687-5430  TO REACH THE STATION FROM THE JUNCTION OF STATE
 QE0884'HIGHWAY 99 AND BELT LINE HIGHWAY NORTHWEST OF EUGENE, PROCEED
 QE0884'NORTHWEST ON SH 99 1.4 MILES (2.3 KM) TO AIRPORT ROAD, TURN LEFT AND
 QE0884'PROCEED WEST ON AIRPORT ROAD 1.35 MILES (2.17 KM) TO GREENHILL ROAD ,
 QE0884'TURN RIGHT AND PROCEED NORTH ON GREENHILL RD TO LOCKHEED DRIVE, TURN
 QE0884'LEFT AND PROCEED WEST ON LOCKHEED DR 0.1 MILES (0.2 KM) TO A DRIVEWAY
 QE0884'EAST OF THE ADMINISTRATION BUILDING, TURN RIGHT AND PROCEED NORTH 200
 QE0884'FT (61.0 M) TO GATE NO.  70, OBTAIN PERMISSION, CONTINUE NORTH THROUGH
 QE0884'THE GATE 200 FT (61.0 M) THEN TURN LEFT BETWEEN THE HANGARS, PROCEED
 QE0884'WEST 0.1 MILES (0.2 KM) TO THE RAMP, TURN LEFT AND PROCEED SOUTH 0.05
 QE0884'MILES (0.08 KM) TO A SMALL TOWER, TURN RIGHT AND PROCEED WEST ON
 QE0884'TAXIWAY E 0.15 MILES (0.24 KM) TO THE JUNCTION WITH TAXIWAY A, TURN
 QE0884'LEFT AND PROCEED SOUTH ON TAXIWAY A 0.35 MILES (0.56 KM) TO TAXIWAY H,
 QE0884'TURN LEFT AND PROCEED EAST ON TAXIWAY H 0.05 MILES (0.08 KM) TO A RAMP
 QE0884'AREA, TURN RIGHT AND PROCEED SOUTH ON THE RAMP 0.05 MILES (0.08 KM) TO
 QE0884'THE STATION ON THE SOUTH EDGE OF THE RAMP AT A FENCE CORNER  THE
 QE0884'STATION IS A STANDARD US COAST AND GEODETIC SURVEY BENCH MARK DISK SET
 QE0884'IN THE TOP OF A SQUARE CONCRETE MONUMENT, PROJECTING APPROXIMATELY 10
 QE0884'CM ABOVE THE GROUND.  THE STATION IS LOCATED 45.85 M (150.43 FT)
 QE0884'NORTHEAST OF THE NORTHWEST CORNER OF THE FENCE SURROUNDING THE PARKING
 QE0884'LOT, 0.75 M (2.46 FT) SOUTHWEST OF THE NORTHWEST CORNER OF THE FENCE
 QE0884'AROUND THE OLD TERMINAL BUILDING, 30.35 M (99.57 FT) EAST OF BENCHMARK
 QE0884'-J388-, 6.65 M (21.82 FT) WEST OF THE SOUTHWEST CORNER OF THE APRON
 QE0884'AND 52.1 M (170.9 FT) SOUTH OF A ROUND DRAIN INLET
 QE0884
 QE0884                          STATION RECOVERY (1997)
 QE0884
 QE0884'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 QE0884'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  OWNERSHIP--CITY OF
 QE0884'EUGENE, 28855 LOCKHEED DRIVE, EUGENE, OR 97402.  THE CONTACT IS MIKE
 QE0884'COONTZ, OPERATIONS ANALYST.  THE PHONE NUMBER IS (541) 682-5044.
 QE0884
 QE0884                          STATION RECOVERY (2008)
 QE0884
 QE0884'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2008 (DW)
 QE0884'OLD TERMINAL AND FORMER ADMINISTRATION BLDG. IS NOW FLOYD TECHNOLOGY
 QE0884'BLDG. (PILOT TRAINING) AT 28715 AIRPORT ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1257 ***********************************************************************
 RC1257  DESIGNATION -  F 389
 RC1257  PID         -  RC1257
 RC1257  STATE/COUNTY-  OR/CLACKAMAS
 RC1257  USGS QUAD   -  RHODODENDRON (1997)
 RC1257
 RC1257                         *CURRENT SURVEY CONTROL
 RC1257  ___________________________________________________________________
 RC1257* NAD 83(1986)-  45 19 46.     (N)    121 54 43.     (W)     SCALED    
 RC1257* NAVD 88     -       496.055  (meters)    1627.47   (feet)  ADJUSTED  
 RC1257  ___________________________________________________________________
 RC1257  GEOID HEIGHT-         -21.38  (meters)                     GEOID03
 RC1257  DYNAMIC HT  -         495.984 (meters)    1627.24  (feet)  COMP
 RC1257  MODELED GRAV-     980,457.4   (mgal)                       NAVD 88
 RC1257
 RC1257  VERT ORDER  -  SECOND    CLASS 0
 RC1257
 RC1257.The horizontal coordinates were scaled from a topographic map and have
 RC1257.an estimated accuracy of +/- 6 seconds.
 RC1257
 RC1257.The orthometric height was determined by differential leveling
 RC1257.and adjusted in June 1991.
 RC1257
 RC1257.The geoid height was determined by GEOID03.
 RC1257
 RC1257.The dynamic height is computed by dividing the NAVD 88
 RC1257.geopotential number by the normal gravity value computed on the
 RC1257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1257.degrees latitude (g = 980.6199 gals.).
 RC1257
 RC1257.The modeled gravity was interpolated from observed gravity values.
 RC1257
 RC1257;                    North         East    Units  Estimated Accuracy
 RC1257;SPC OR N     -   185,740.    2,389,330.      MT  (+/- 180 meters Scaled)
 RC1257
 RC1257                          SUPERSEDED SURVEY CONTROL
 RC1257
 RC1257  NGVD 29 (??/??/92)  494.985  (m)         1623.96   (f) ADJ UNCH    2 0
 RC1257
 RC1257.Superseded values are not recommended for survey control.
 RC1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1257.See file dsdata.txt to determine how the superseded data were derived.
 RC1257
 RC1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER852201(NAD 83)
 RC1257_MARKER: DB = BENCH MARK DISK
 RC1257_SETTING: 80 = SET IN A BOULDER
 RC1257_SP_SET: BOULDER
 RC1257_STAMPING: F 389 1947
 RC1257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1257+STABILITY: SURFACE MOTION
 RC1257
 RC1257  HISTORY     - Date     Condition        Report By
 RC1257  HISTORY     - 1947     MONUMENTED       CGS
 RC1257  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 RC1257
 RC1257                          STATION DESCRIPTION
 RC1257
 RC1257'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 RC1257'IN RHODODENDRON.
 RC1257'AT RHODODENDRON, 0.1 MILE WEST OF THE POST OFFICE, 173 FEET SOUTH OF
 RC1257'THE CENTER LINE OF STATE HIGHWAY 50 AT THE EAST END OF THE BRIDGE OVER
 RC1257'ZIGZAG RIVER, 77 FEET WEST OF THE SOUTHWEST CORNER OF RHODODENDRON
 RC1257'INN, 17 FEET EAST OF THE TOP OF THE RIVER BANK, AND SET IN THE TOP OF
 RC1257'AN OUTCROPPING BOULDER ABOUT 1 1/2 FEET ABOVE THE GROUND.
 RC1257
 RC1257                          STATION RECOVERY (1985)
 RC1257
 RC1257'RECOVERY NOTE BY US POWER SQUADRON 1985
 RC1257'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0009 ***********************************************************************
 QD0009  DESIGNATION -  F 39
 QD0009  PID         -  QD0009
 QD0009  STATE/COUNTY-  OR/WHEELER
 QD0009  USGS QUAD   -  KINZUA (1987)
 QD0009
 QD0009                         *CURRENT SURVEY CONTROL
 QD0009  ___________________________________________________________________
 QD0009* NAD 83(1986)-  44 53 43.     (N)    120 05 25.     (W)     SCALED    
 QD0009* NAVD 88     -      1025.901  (meters)    3365.81   (feet)  ADJUSTED  
 QD0009  ___________________________________________________________________
 QD0009  GEOID HEIGHT-         -19.99  (meters)                     GEOID03
 QD0009  DYNAMIC HT  -        1025.589 (meters)    3364.79  (feet)  COMP
 QD0009  MODELED GRAV-     980,278.0   (mgal)                       NAVD 88
 QD0009
 QD0009  VERT ORDER  -  FIRST     CLASS II
 QD0009
 QD0009.The horizontal coordinates were scaled from a topographic map and have
 QD0009.an estimated accuracy of +/- 6 seconds.
 QD0009
 QD0009.The orthometric height was determined by differential leveling
 QD0009.and adjusted in June 1991.
 QD0009
 QD0009.The geoid height was determined by GEOID03.
 QD0009
 QD0009.The dynamic height is computed by dividing the NAVD 88
 QD0009.geopotential number by the normal gravity value computed on the
 QD0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0009.degrees latitude (g = 980.6199 gals.).
 QD0009
 QD0009.The modeled gravity was interpolated from observed gravity values.
 QD0009
 QD0009;                    North         East    Units  Estimated Accuracy
 QD0009;SPC OR N     -   136,610.    2,532,360.      MT  (+/- 180 meters Scaled)
 QD0009
 QD0009                          SUPERSEDED SURVEY CONTROL
 QD0009
 QD0009  NGVD 29 (??/??/92) 1024.72   (m)         3361.9    (f) COMPUTED    1 2
 QD0009
 QD0009.Superseded values are not recommended for survey control.
 QD0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0009.See file dsdata.txt to determine how the superseded data were derived.
 QD0009
 QD0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGQ297754(NAD 83)
 QD0009_MARKER: DB = BENCH MARK DISK
 QD0009_SETTING: 66 = SET IN ROCK OUTCROP
 QD0009_SP_SET: ROCK LEDGE
 QD0009_STAMPING: 3362.136 F 39 1930
 QD0009_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QD0009+STABILITY: POSITION/ELEVATION WELL
 QD0009
 QD0009  HISTORY     - Date     Condition        Report By
 QD0009  HISTORY     - 1930     MONUMENTED       CGS
 QD0009  HISTORY     - 1935     GOOD             NGS
 QD0009  HISTORY     - 1965     MARK NOT FOUND   NGS
 QD0009
 QD0009                          STATION DESCRIPTION
 QD0009
 QD0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 QD0009'9.0 MI NW FROM SERVICE CREEK.
 QD0009'9.0 MILES NORTHWEST ALONG THE JOHN DAY HIGHWAY FROM SERVICE CREEK,
 QD0009'WHEELER COUNTY, ABOUT 12.1 MILES SOUTHEAST OF FOSSIL, AT MILEAGE 70.6,
 QD0009'OPPOSITE THE DRINKING FOUNTAIN IN SHELTON STATE PARK, 126 FEET
 QD0009'NORTHWEST OF A CULVERT NEAR THE SOUTHEAST END OF THE CUT, 22 FEET
 QD0009'NORTHEAST OF THE HIGHWAY CENTERLINE, AND 4 FEET HIGHER, IN A ROCK
 QD0009'LEDGE ABOUT 1 1/2 FEET FROM THE VERTICAL FACE.  A STANDARD DISK
 QD0009'STAMPED 3362.136 F 39 1930.
 QD0009
 QD0009                          STATION RECOVERY (1965)
 QD0009
 QD0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 QD0009'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0687 ***********************************************************************
 NZ0687  DESIGNATION -  F 390
 NZ0687  PID         -  NZ0687
 NZ0687  STATE/COUNTY-  OR/JOSEPHINE
 NZ0687  USGS QUAD   -  TAKILMA (1989)
 NZ0687
 NZ0687                         *CURRENT SURVEY CONTROL
 NZ0687  ___________________________________________________________________
 NZ0687* NAD 83(1986)-  42 02 12.     (N)    123 33 22.     (W)     SCALED    
 NZ0687* NAVD 88     -      1109.431  (meters)    3639.86   (feet)  ADJUSTED  
 NZ0687  ___________________________________________________________________
 NZ0687  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 NZ0687  DYNAMIC HT  -        1108.887 (meters)    3638.07  (feet)  COMP
 NZ0687  MODELED GRAV-     980,091.8   (mgal)                       NAVD 88
 NZ0687
 NZ0687  VERT ORDER  -  SECOND    CLASS 0
 NZ0687
 NZ0687.The horizontal coordinates were scaled from a topographic map and have
 NZ0687.an estimated accuracy of +/- 6 seconds.
 NZ0687
 NZ0687.The orthometric height was determined by differential leveling
 NZ0687.and adjusted in June 1991.
 NZ0687
 NZ0687.The geoid height was determined by GEOID03.
 NZ0687
 NZ0687.The dynamic height is computed by dividing the NAVD 88
 NZ0687.geopotential number by the normal gravity value computed on the
 NZ0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0687.degrees latitude (g = 980.6199 gals.).
 NZ0687
 NZ0687.The modeled gravity was interpolated from observed gravity values.
 NZ0687
 NZ0687;                    North         East    Units  Estimated Accuracy
 NZ0687;SPC OR S     -    45,720.    1,246,980.      MT  (+/- 180 meters Scaled)
 NZ0687
 NZ0687                          SUPERSEDED SURVEY CONTROL
 NZ0687
 NZ0687  NGVD 29 (??/??/92) 1108.423  (m)         3636.55   (f) ADJ UNCH    2 0
 NZ0687
 NZ0687.Superseded values are not recommended for survey control.
 NZ0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0687.See file dsdata.txt to determine how the superseded data were derived.
 NZ0687
 NZ0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM539539(NAD 83)
 NZ0687_MARKER: DB = BENCH MARK DISK
 NZ0687_SETTING: 80 = SET IN A BOULDER
 NZ0687_SP_SET: BOULDER
 NZ0687_STAMPING: F 390 1949
 NZ0687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0687+STABILITY: SURFACE MOTION
 NZ0687
 NZ0687  HISTORY     - Date     Condition        Report By
 NZ0687  HISTORY     - 1949     MONUMENTED       CGS
 NZ0687
 NZ0687                          STATION DESCRIPTION
 NZ0687
 NZ0687'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NZ0687'12.2 MI SE FROM OBRIEN.
 NZ0687'12.2 MILES SOUTHEAST ALONG THE HAPPY CAMP ROAD FROM THE POST OFFICE AT
 NZ0687'OBRIEN, AT THE SOUTH END OF A SHARP CURVE, IN THE TOP OF A LARGE
 NZ0687'BOULDER PROJECTING 5 FEET ABOVE THE GROUND AND MARKED BY THE WHITE
 NZ0687'PAINTED LETTERS BM, 41 FEET WEST OF THE CENTER LINE OF THE ROAD, 27
 NZ0687'1/2 FEET SOUTHWEST OF A 12-INCH FIR TREE MARKED BY THE BLACK PAINTED
 NZ0687'LETTERS USBM, AND ABOUT 6 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0361 ***********************************************************************
 QB0361  DESIGNATION -  F 391
 QB0361  PID         -  QB0361
 QB0361  STATE/COUNTY-  OR/MALHEUR
 QB0361  USGS QUAD   -  PAYETTE (1974)
 QB0361
 QB0361                         *CURRENT SURVEY CONTROL
 QB0361  ___________________________________________________________________
 QB0361* NAD 83(1986)-  44 06 07.     (N)    116 57 52.     (W)     SCALED    
 QB0361* NAVD 88     -       654.054  (meters)    2145.84   (feet)  ADJUSTED  
 QB0361  ___________________________________________________________________
 QB0361  GEOID HEIGHT-         -17.60  (meters)                     GEOID03
 QB0361  DYNAMIC HT  -         653.861 (meters)    2145.21  (feet)  COMP
 QB0361  MODELED GRAV-     980,302.1   (mgal)                       NAVD 88
 QB0361
 QB0361  VERT ORDER  -  SECOND    CLASS 0
 QB0361
 QB0361.The horizontal coordinates were scaled from a topographic map and have
 QB0361.an estimated accuracy of +/- 6 seconds.
 QB0361
 QB0361.The orthometric height was determined by differential leveling
 QB0361.and adjusted in June 1991.
 QB0361
 QB0361.The geoid height was determined by GEOID03.
 QB0361
 QB0361.The dynamic height is computed by dividing the NAVD 88
 QB0361.geopotential number by the normal gravity value computed on the
 QB0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0361.degrees latitude (g = 980.6199 gals.).
 QB0361
 QB0361.The modeled gravity was interpolated from observed gravity values.
 QB0361
 QB0361;                    North         East    Units  Estimated Accuracy
 QB0361;SPC OR S     -   276,510.    1,783,010.      MT  (+/- 180 meters Scaled)
 QB0361
 QB0361                          SUPERSEDED SURVEY CONTROL
 QB0361
 QB0361  NGVD 29 (??/??/92)  653.078  (m)         2142.64   (f) ADJ UNCH    2 0
 QB0361
 QB0361.Superseded values are not recommended for survey control.
 QB0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0361.See file dsdata.txt to determine how the superseded data were derived.
 QB0361
 QB0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ028831(NAD 83)
 QB0361_MARKER: DB = BENCH MARK DISK
 QB0361_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QB0361_SP_SET: CULVERT
 QB0361_STAMPING: F 391 1945
 QB0361_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB0361
 QB0361  HISTORY     - Date     Condition        Report By
 QB0361  HISTORY     - 1945     MONUMENTED       CGS
 QB0361  HISTORY     - 1946     GOOD             NGS
 QB0361  HISTORY     - 1951     MARK NOT FOUND   NGS
 QB0361
 QB0361                          STATION DESCRIPTION
 QB0361
 QB0361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 QB0361'5.9 MI N FROM ONTARIO.
 QB0361'ALONG U.S. HIGHWAY NO.30, 5.9 MILES NORTH OF THE ONTARIO UNDERPASS AT
 QB0361'ONTARIO, 1.45 MILES SOUTHWEST OF PAYETTE JUNCTION, 360 FEET NORTHEAST
 QB0361'OF HIGHWAY MILE POST 412, 15.2 FEET NORTHWEST OF CENTER OF THE
 QB0361'HIGHWAY, 2.2 FEET SOUTHWEST OF A REFERENCE POST, 2.0 FEET NORTHEAST OF
 QB0361'BENCH MARK H 312 WHICH IS ON THE SAME HEAD-WALL, IRON DISK SET IN TOP
 QB0361'OF AND 0.9 FOOT SOUTHWEST OF THE NORTHEAST END OF THE NORTHWEST
 QB0361'HEAD-WALL OF A 1 FOOT CONCRETE PIPE CULVERT UNDER THE HIGHWAY, ABOUT 1
 QB0361'FOOT BELOW THE HIGHWAY.
 QB0361
 QB0361                          STATION RECOVERY (1951)
 QB0361
 QB0361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 QB0361'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0138 ***********************************************************************
 RA0138  DESIGNATION -  F 392
 RA0138  PID         -  RA0138
 RA0138  STATE/COUNTY-  OR/WALLOWA
 RA0138  USGS QUAD   -  TEMPERANCE CREEK (1990)
 RA0138
 RA0138                         *CURRENT SURVEY CONTROL
 RA0138  ___________________________________________________________________
 RA0138* NAD 83(1986)-  45 33 32.     (N)    116 30 48.     (W)     SCALED    
 RA0138* NAVD 88     -       393.394  (meters)    1290.66   (feet)  ADJUSTED  
 RA0138  ___________________________________________________________________
 RA0138  GEOID HEIGHT-         -15.77  (meters)                     GEOID03
 RA0138  DYNAMIC HT  -         393.239 (meters)    1290.15  (feet)  COMP
 RA0138  MODELED GRAV-     980,215.9   (mgal)                       NAVD 88
 RA0138
 RA0138  VERT ORDER  -  SECOND    CLASS 0
 RA0138
 RA0138.The horizontal coordinates were scaled from a topographic map and have
 RA0138.an estimated accuracy of +/- 6 seconds.
 RA0138
 RA0138.The orthometric height was determined by differential leveling
 RA0138.and adjusted in June 1991.
 RA0138
 RA0138.The geoid height was determined by GEOID03.
 RA0138
 RA0138.The dynamic height is computed by dividing the NAVD 88
 RA0138.geopotential number by the normal gravity value computed on the
 RA0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0138.degrees latitude (g = 980.6199 gals.).
 RA0138
 RA0138.The modeled gravity was interpolated from observed gravity values.
 RA0138
 RA0138;                    North         East    Units  Estimated Accuracy
 RA0138;SPC OR N     -   217,950.    2,811,110.      MT  (+/- 180 meters Scaled)
 RA0138
 RA0138                          SUPERSEDED SURVEY CONTROL
 RA0138
 RA0138  NGVD 29 (??/??/92)  392.243  (m)         1286.88   (f) ADJ UNCH    2 0
 RA0138
 RA0138.Superseded values are not recommended for survey control.
 RA0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0138.See file dsdata.txt to determine how the superseded data were derived.
 RA0138
 RA0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL379451(NAD 83)
 RA0138_MARKER: DB = BENCH MARK DISK
 RA0138_SETTING: 80 = SET IN A BOULDER
 RA0138_SP_SET: BOULDER
 RA0138_STAMPING: F 392 1945
 RA0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0138+STABILITY: SURFACE MOTION
 RA0138
 RA0138  HISTORY     - Date     Condition        Report By
 RA0138  HISTORY     - 1945     MONUMENTED       CGS
 RA0138  HISTORY     - 1946     GOOD             NGS
 RA0138
 RA0138                          STATION DESCRIPTION
 RA0138
 RA0138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RA0138'5.9 MI S FROM PITTSBURG LANDING, ID.
 RA0138'ALONG THE WEST BANK OF THE SNAKE RIVER, 5.9 MILES SOUTH OF AND ACROSS
 RA0138'THE SNAKE RIVER FROM THE BOAT LANDING AT PITTSBURG LANDING, 0.5 MILE
 RA0138'SOUTHWEST OF SLAUGHTER GULCH, 0.4 MILE NORTHEAST OF TWO CORRAL CREEK,
 RA0138'0.15 MILE NORTHWEST OF THE BANK OF THE RIVER, 125 FEET EAST OF A SMALL
 RA0138'GROUP OF TREES, 60.0 FEET NORTH OF AN EAST-WEST RIDGE, 30.0 FEET WEST
 RA0138'OF THE SNAKE RIVER TRAIL, SET NEAR THE EAST END OF A 4X6 FOOT BOULDER
 RA0138'PROJECTING 3 FEET ABOVE THE GROUND, LARGE B M PAINTED ON THE SOUTH
 RA0138'SIDE OF BOULDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0498 ***********************************************************************
 QB0498  DESIGNATION -  F 393
 QB0498  PID         -  QB0498
 QB0498  STATE/COUNTY-  OR/BAKER
 QB0498  USGS QUAD   -  MC LAIN GULCH (1987)
 QB0498
 QB0498                         *CURRENT SURVEY CONTROL
 QB0498  ___________________________________________________________________
 QB0498* NAD 83(1986)-  44 55 04.     (N)    116 55 37.     (W)     SCALED    
 QB0498* NAVD 88     -       675.179  (meters)    2215.15   (feet)  ADJUSTED  
 QB0498  ___________________________________________________________________
 QB0498  GEOID HEIGHT-         -16.20  (meters)                     GEOID03
 QB0498  DYNAMIC HT  -         675.014 (meters)    2214.61  (feet)  COMP
 QB0498  MODELED GRAV-     980,351.5   (mgal)                       NAVD 88
 QB0498
 QB0498  VERT ORDER  -  SECOND    CLASS 0
 QB0498
 QB0498.The horizontal coordinates were scaled from a topographic map and have
 QB0498.an estimated accuracy of +/- 6 seconds.
 QB0498
 QB0498.The orthometric height was determined by differential leveling
 QB0498.and adjusted in June 1991.
 QB0498
 QB0498.The geoid height was determined by GEOID03.
 QB0498
 QB0498.The dynamic height is computed by dividing the NAVD 88
 QB0498.geopotential number by the normal gravity value computed on the
 QB0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0498.degrees latitude (g = 980.6199 gals.).
 QB0498
 QB0498.The modeled gravity was interpolated from observed gravity values.
 QB0498
 QB0498;                    North         East    Units  Estimated Accuracy
 QB0498;SPC OR N     -   145,260.    2,782,010.      MT  (+/- 180 meters Scaled)
 QB0498
 QB0498                          SUPERSEDED SURVEY CONTROL
 QB0498
 QB0498  NGVD 29 (??/??/92)  674.147  (m)         2211.76   (f) ADJ UNCH    2 0
 QB0498
 QB0498.Superseded values are not recommended for survey control.
 QB0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0498.See file dsdata.txt to determine how the superseded data were derived.
 QB0498
 QB0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK057738(NAD 83)
 QB0498_MARKER: DB = BENCH MARK DISK
 QB0498_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QB0498_SP_SET: ROCK WALL
 QB0498_STAMPING: F 393 1945
 QB0498_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB0498
 QB0498  HISTORY     - Date     Condition        Report By
 QB0498  HISTORY     - 1945     MONUMENTED       CGS
 QB0498  HISTORY     - 1954     MARK NOT FOUND   NGS
 QB0498  HISTORY     - 1983     MARK NOT FOUND   USGS
 QB0498
 QB0498                          STATION DESCRIPTION
 QB0498
 QB0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QB0498'12.4 MI E FROM HALFWAY.
 QB0498'12.4 MILES EAST OF THE POST OFFICE BY ROAD.  ALONG THE PINE CREEK
 QB0498'ROAD.  6.0 MILES WEST OF THE ROAD JUNCTION AT COPPERFIELD.  SET IN THE
 QB0498'FOOT OF A ROCK WALL ABOUT 20 FEET HIGH.  DIRECTLY ACROSS FROM A HAY
 QB0498'BARN AND FIELD.  AT A CURVE IN THE ROAD.  14 FEET NORTH OF A BANK. 7
 QB0498'FEET NORTH OF THE CENTER-LINE OF THE ROAD.  2 FEET ABOVE THE LEVEL OF
 QB0498'THE GROUND.
 QB0498
 QB0498                          STATION RECOVERY (1954)
 QB0498
 QB0498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 QB0498'MARK NOT FOUND.
 QB0498
 QB0498                          STATION RECOVERY (1983)
 QB0498
 QB0498'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 QB0498'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0738 ***********************************************************************
 RA0738  DESIGNATION -  F 394
 RA0738  PID         -  RA0738
 RA0738  STATE/COUNTY-  OR/BAKER
 RA0738  USGS QUAD   -  DEADMAN POINT (1990)
 RA0738
 RA0738                         *CURRENT SURVEY CONTROL
 RA0738  ___________________________________________________________________
 RA0738* NAD 83(1986)-  45 01 17.     (N)    117 04 50.     (W)     SCALED    
 RA0738* NAVD 88     -      1885.587  (meters)    6186.30   (feet)  ADJUSTED  
 RA0738  ___________________________________________________________________
 RA0738  GEOID HEIGHT-         -15.71  (meters)                     GEOID03
 RA0738  DYNAMIC HT  -        1884.804 (meters)    6183.73  (feet)  COMP
 RA0738  MODELED GRAV-     980,133.2   (mgal)                       NAVD 88
 RA0738
 RA0738  VERT ORDER  -  SECOND    CLASS 0
 RA0738
 RA0738.The horizontal coordinates were scaled from a topographic map and have
 RA0738.an estimated accuracy of +/- 6 seconds.
 RA0738
 RA0738.The orthometric height was determined by differential leveling
 RA0738.and adjusted in June 1991.
 RA0738
 RA0738.The geoid height was determined by GEOID03.
 RA0738
 RA0738.The dynamic height is computed by dividing the NAVD 88
 RA0738.geopotential number by the normal gravity value computed on the
 RA0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0738.degrees latitude (g = 980.6199 gals.).
 RA0738
 RA0738.The modeled gravity was interpolated from observed gravity values.
 RA0738
 RA0738;                    North         East    Units  Estimated Accuracy
 RA0738;SPC OR N     -   156,240.    2,769,400.      MT  (+/- 180 meters Scaled)
 RA0738
 RA0738                          SUPERSEDED SURVEY CONTROL
 RA0738
 RA0738  NGVD 29 (??/??/92) 1884.371  (m)         6182.31   (f) ADJ UNCH    2 0
 RA0738
 RA0738.Superseded values are not recommended for survey control.
 RA0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0738.See file dsdata.txt to determine how the superseded data were derived.
 RA0738
 RA0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK936853(NAD 83)
 RA0738_MARKER: DB = BENCH MARK DISK
 RA0738_SETTING: 80 = SET IN A BOULDER
 RA0738_SP_SET: BOULDER
 RA0738_STAMPING: F 394 1945
 RA0738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0738+STABILITY: SURFACE MOTION
 RA0738
 RA0738  HISTORY     - Date     Condition        Report By
 RA0738  HISTORY     - 1945     MONUMENTED       CGS
 RA0738  HISTORY     - 1954     MARK NOT FOUND   NGS
 RA0738
 RA0738                          STATION DESCRIPTION
 RA0738
 RA0738'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RA0738'16.2 MI N FROM HALFWAY.
 RA0738'16.2 MILES NORTH OF THE POST OFFICE BY ROAD.  ALONG THE HALFWAY TO
 RA0738'FISH LAKE ROAD.  ON THE INSIDE OF A CURVE AT THE BRIDGE OVER TRINITY
 RA0738'CREEK.  17.3 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE WOODEN
 RA0738'BRIDGE OVER TRINITY CREEK.  15.9 FEET EAST OF THE CENTER-LINE OF THE
 RA0738'ROAD.  9.8 FEET WEST OF A 15.0 FOOT SPRUCE TREE.  ON TOP OF THE WEST
 RA0738'EDGE OF A VERY LARGE BOULDER AT THE EAST EDGE OF THE ROAD.  A WHITE
 RA0738'USBM PAINTED ON THE TOP OF THE BOULDER.  NOTE-- CURVE IN ROAD HAS BEEN
 RA0738'STRAIGHTENED AND DESCRIBED WOODEN BRIDGE HAS BEEN DESTROYED.  A FILL
 RA0738'NOW OCCUPIES THE POINT WHERE THE BM SHOULD BE.  NO EVIDENCE OF THE BM
 RA0738'WAS FOUND.
 RA0738
 RA0738                          STATION RECOVERY (1954)
 RA0738
 RA0738'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 RA0738'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0507 ***********************************************************************
 RC0507  DESIGNATION -  F 395
 RC0507  PID         -  RC0507
 RC0507  STATE/COUNTY-  OR/SHERMAN
 RC0507  USGS QUAD   -  GRASS VALLEY (1962)
 RC0507
 RC0507                         *CURRENT SURVEY CONTROL
 RC0507  ___________________________________________________________________
 RC0507* NAD 83(1986)-  45 20 35.     (N)    120 47 20.     (W)     SCALED    
 RC0507* NAVD 88     -       714.268  (meters)    2343.39   (feet)  ADJUSTED  
 RC0507  ___________________________________________________________________
 RC0507  GEOID HEIGHT-         -21.01  (meters)                     GEOID03
 RC0507  DYNAMIC HT  -         714.160 (meters)    2343.04  (feet)  COMP
 RC0507  MODELED GRAV-     980,441.4   (mgal)                       NAVD 88
 RC0507
 RC0507  VERT ORDER  -  SECOND    CLASS 0
 RC0507
 RC0507.The horizontal coordinates were scaled from a topographic map and have
 RC0507.an estimated accuracy of +/- 6 seconds.
 RC0507
 RC0507.The orthometric height was determined by differential leveling
 RC0507.and adjusted in June 1991.
 RC0507
 RC0507.The geoid height was determined by GEOID03.
 RC0507
 RC0507.The dynamic height is computed by dividing the NAVD 88
 RC0507.geopotential number by the normal gravity value computed on the
 RC0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0507.degrees latitude (g = 980.6199 gals.).
 RC0507
 RC0507.The modeled gravity was interpolated from observed gravity values.
 RC0507
 RC0507;                    North         East    Units  Estimated Accuracy
 RC0507;SPC OR N     -   186,320.    2,477,360.      MT  (+/- 180 meters Scaled)
 RC0507
 RC0507                          SUPERSEDED SURVEY CONTROL
 RC0507
 RC0507  NGVD 29 (??/??/92)  713.239  (m)         2340.02   (f) ADJ UNCH    2 0
 RC0507
 RC0507.Superseded values are not recommended for survey control.
 RC0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0507.See file dsdata.txt to determine how the superseded data were derived.
 RC0507
 RC0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR732234(NAD 83)
 RC0507_MARKER: DD = SURVEY DISK
 RC0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC0507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC0507_STAMPING: F 395
 RC0507_MARK LOGO: ORDT  
 RC0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0507+STABILITY: SURFACE MOTION
 RC0507
 RC0507  HISTORY     - Date     Condition        Report By
 RC0507  HISTORY     - UNK      MONUMENTED       ORDT
 RC0507  HISTORY     - 1961     GOOD             NGS
 RC0507  HISTORY     - 1987     GOOD             NGS
 RC0507
 RC0507                          STATION DESCRIPTION
 RC0507
 RC0507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RC0507'0.75 MI SW FROM GRASS VALLEY.
 RC0507'FROM THE INTERSECTION OF U.S. HIGHWAY 97 AND OREGON STATE HIGHWAY 216
 RC0507'AT THE SOUTHEAST PART OF GRASS VALLEY, GO SOUTHWEST ON STATE HIGHWAY
 RC0507'216 FOR 0.75 MILE, 0.1 MILE SOUTH OF A JUNCTION OF A ROAD LEADING
 RC0507'WEST, 37.0 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 2-FEET EAST OF
 RC0507'THE WEST RIGHT OF WAY FENCE, 1-FOOT EAST OF METAL WITNESS POST, ABOUT
 RC0507'THE SAME ELEVATION AS THE SURFACE OF THE HIGHWAY, SET IN TOP OF A
 RC0507'CONCRETE POST PROJECTING ABOUT 4-INCHES ABOVE GROUND.
 RC0507
 RC0507                          STATION RECOVERY (1987)
 RC0507
 RC0507'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RC0507'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1117 ***********************************************************************
 RC1117  DESIGNATION -  F 396
 RC1117  PID         -  RC1117
 RC1117  STATE/COUNTY-  OR/WASCO
 RC1117  USGS QUAD   -  MAUPIN SW (1962)
 RC1117
 RC1117                         *CURRENT SURVEY CONTROL
 RC1117  ___________________________________________________________________
 RC1117* NAD 83(1986)-  45 06 28.     (N)    121 07 55.     (W)     SCALED    
 RC1117* NAVD 88     -       288.235  (meters)     945.65   (feet)  ADJUSTED  
 RC1117  ___________________________________________________________________
 RC1117  GEOID HEIGHT-         -21.38  (meters)                     GEOID03
 RC1117  DYNAMIC HT  -         288.180 (meters)     945.47  (feet)  COMP
 RC1117  MODELED GRAV-     980,419.0   (mgal)                       NAVD 88
 RC1117
 RC1117  VERT ORDER  -  SECOND    CLASS 0
 RC1117
 RC1117.The horizontal coordinates were scaled from a topographic map and have
 RC1117.an estimated accuracy of +/- 6 seconds.
 RC1117
 RC1117.The orthometric height was determined by differential leveling
 RC1117.and adjusted in June 1991.
 RC1117
 RC1117.The geoid height was determined by GEOID03.
 RC1117
 RC1117.The dynamic height is computed by dividing the NAVD 88
 RC1117.geopotential number by the normal gravity value computed on the
 RC1117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1117.degrees latitude (g = 980.6199 gals.).
 RC1117
 RC1117.The modeled gravity was interpolated from observed gravity values.
 RC1117
 RC1117;                    North         East    Units  Estimated Accuracy
 RC1117;SPC OR N     -   160,330.    2,450,270.      MT  (+/- 180 meters Scaled)
 RC1117
 RC1117                          SUPERSEDED SURVEY CONTROL
 RC1117
 RC1117  NGVD 29 (??/??/92)  287.191  (m)          942.23   (f) ADJ UNCH    2 0
 RC1117
 RC1117.Superseded values are not recommended for survey control.
 RC1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1117.See file dsdata.txt to determine how the superseded data were derived.
 RC1117
 RC1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ469966(NAD 83)
 RC1117_MARKER: DB = BENCH MARK DISK
 RC1117_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RC1117_SP_SET: BRIDGE
 RC1117_STAMPING: F 396 1946
 RC1117_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RC1117
 RC1117  HISTORY     - Date     Condition        Report By
 RC1117  HISTORY     - 1946     MONUMENTED       CGS
 RC1117
 RC1117                          STATION DESCRIPTION
 RC1117
 RC1117'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RC1117'2.85 MI N FROM NENA.
 RC1117'ALONG OREGON TRUNK RAILWAY, 2.85 MILES NORTH OF STATION AT NENA, AT
 RC1117'NORTH END OF STEEL BRIDGE NO. T 60.6 OVER NENA CREEK, 6.8 FEET EAST OF
 RC1117'EAST RAIL, SET 2.3 FEET SOUTH OF NORTH END OF EAST CONCRETE RETAINING
 RC1117'WALL FOR BRIDGE, ABOUT THE SAME ELEVATION AS THE BASE OF THE RAILS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0411 ***********************************************************************
 RC0411  DESIGNATION -  F 397
 RC0411  PID         -  RC0411
 RC0411  STATE/COUNTY-  OR/WASCO
 RC0411  USGS QUAD   -  SINAMOX (1962)
 RC0411
 RC0411                         *CURRENT SURVEY CONTROL
 RC0411  ___________________________________________________________________
 RC0411* NAD 83(1986)-  45 20 17.     (N)    120 57 07.     (W)     SCALED    
 RC0411* NAVD 88     -       175.359  (meters)     575.32   (feet)  ADJUSTED  
 RC0411  ___________________________________________________________________
 RC0411  GEOID HEIGHT-         -21.21  (meters)                     GEOID03
 RC0411  DYNAMIC HT  -         175.330 (meters)     575.23  (feet)  COMP
 RC0411  MODELED GRAV-     980,446.3   (mgal)                       NAVD 88
 RC0411
 RC0411  VERT ORDER  -  SECOND    CLASS 0
 RC0411
 RC0411.The horizontal coordinates were scaled from a topographic map and have
 RC0411.an estimated accuracy of +/- 6 seconds.
 RC0411
 RC0411.The orthometric height was determined by differential leveling
 RC0411.and adjusted in June 1991.
 RC0411
 RC0411.The geoid height was determined by GEOID03.
 RC0411
 RC0411.The dynamic height is computed by dividing the NAVD 88
 RC0411.geopotential number by the normal gravity value computed on the
 RC0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0411.degrees latitude (g = 980.6199 gals.).
 RC0411
 RC0411.The modeled gravity was interpolated from observed gravity values.
 RC0411
 RC0411;                    North         East    Units  Estimated Accuracy
 RC0411;SPC OR N     -   185,830.    2,464,580.      MT  (+/- 180 meters Scaled)
 RC0411
 RC0411                          SUPERSEDED SURVEY CONTROL
 RC0411
 RC0411  NGVD 29 (??/??/92)  174.329  (m)          571.94   (f) ADJ UNCH    2 0
 RC0411
 RC0411.Superseded values are not recommended for survey control.
 RC0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0411.See file dsdata.txt to determine how the superseded data were derived.
 RC0411
 RC0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR604225(NAD 83)
 RC0411_MARKER: DB = BENCH MARK DISK
 RC0411_SETTING: 66 = SET IN ROCK OUTCROP
 RC0411_SP_SET: ROCK CLIFF
 RC0411_STAMPING: F 397 1946
 RC0411_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RC0411+STABILITY: POSITION/ELEVATION WELL
 RC0411
 RC0411  HISTORY     - Date     Condition        Report By
 RC0411  HISTORY     - 1946     MONUMENTED       CGS
 RC0411
 RC0411                          STATION DESCRIPTION
 RC0411
 RC0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RC0411'4.2 MI N FROM OAKBROOK.
 RC0411'ALONG OREGON TRUNK RAILWAY, 4.2 MILES NORTH OF STATION AT OAKBROOK
 RC0411'SIDING, 2 - 39-FOOT RAILS EAST OF CULVERT NO. T 35.36 UNDER TRACK AT
 RC0411'CROSSING OF DEEP RAVINE OUT IN ROCK BANK, 12.6 FEET NORTH OF NORTH
 RC0411'RAIL, SET IN LEDGE OF ROCK CLIFF ABOUT 2 FEET ABOVE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0630 ***********************************************************************
 RC0630  DESIGNATION -  F 398
 RC0630  PID         -  RC0630
 RC0630  STATE/COUNTY-  OR/WASCO
 RC0630  USGS QUAD   -  EMERSON (1994)
 RC0630
 RC0630                         *CURRENT SURVEY CONTROL
 RC0630  ___________________________________________________________________
 RC0630* NAD 83(1986)-  45 33 34.     (N)    120 54 40.     (W)     SCALED    
 RC0630* NAVD 88     -        98.644  (meters)     323.63   (feet)  ADJUSTED  
 RC0630  ___________________________________________________________________
 RC0630  GEOID HEIGHT-         -21.37  (meters)                     GEOID03
 RC0630  DYNAMIC HT  -          98.638 (meters)     323.61  (feet)  COMP
 RC0630  MODELED GRAV-     980,557.9   (mgal)                       NAVD 88
 RC0630
 RC0630  VERT ORDER  -  SECOND    CLASS 0
 RC0630
 RC0630.The horizontal coordinates were scaled from a topographic map and have
 RC0630.an estimated accuracy of +/- 6 seconds.
 RC0630
 RC0630.The orthometric height was determined by differential leveling
 RC0630.and adjusted in June 1991.
 RC0630
 RC0630.The geoid height was determined by GEOID03.
 RC0630
 RC0630.The dynamic height is computed by dividing the NAVD 88
 RC0630.geopotential number by the normal gravity value computed on the
 RC0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0630.degrees latitude (g = 980.6199 gals.).
 RC0630
 RC0630.The modeled gravity was interpolated from observed gravity values.
 RC0630
 RC0630;                    North         East    Units  Estimated Accuracy
 RC0630;SPC OR N     -   210,410.    2,467,910.      MT  (+/- 180 meters Scaled)
 RC0630
 RC0630                          SUPERSEDED SURVEY CONTROL
 RC0630
 RC0630  NGVD 29 (??/??/92)   97.639  (m)          320.34   (f) ADJ UNCH    2 0
 RC0630
 RC0630.Superseded values are not recommended for survey control.
 RC0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0630.See file dsdata.txt to determine how the superseded data were derived.
 RC0630
 RC0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR630472(NAD 83)
 RC0630_MARKER: DB = BENCH MARK DISK
 RC0630_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RC0630_SP_SET: BASE
 RC0630_STAMPING: F 398 1946
 RC0630_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC0630
 RC0630  HISTORY     - Date     Condition        Report By
 RC0630  HISTORY     - 1946     MONUMENTED       CGS
 RC0630  HISTORY     - 1956     MARK NOT FOUND   NGS
 RC0630
 RC0630                          STATION DESCRIPTION
 RC0630
 RC0630'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RC0630'15.2 MI N FROM DIKE.
 RC0630'ALONG OREGON TRUNK RAILWAY, 15.2 MILES NORTH OF STATION AT DIKE, 0.65
 RC0630'MILE NORTH OF TELEPHONE BOOTH AT KLOAN SIDING, AT WOODEN TRESTLE NO.
 RC0630'T10.4, 8.0 FEET WEST OF WEST RAIL, 15.3 FEET BELOW BASE OF RAILS, SET
 RC0630'IN TOP OF THE NORTHWEST CORNER OF THE CONCRETE BASE FOR THE SECOND
 RC0630'WOOD PIER FROM THE SOUTH END OF TRESTLE NO. T10.4.
 RC0630
 RC0630                          STATION RECOVERY (1956)
 RC0630
 RC0630'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 RC0630'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0513 ***********************************************************************
 RA0513  DESIGNATION -  F 399
 RA0513  PID         -  RA0513
 RA0513  STATE/COUNTY-  OR/WALLOWA
 RA0513  USGS QUAD   -  HAAS HOLLOW (1990)
 RA0513
 RA0513                         *CURRENT SURVEY CONTROL
 RA0513  ___________________________________________________________________
 RA0513* NAD 83(1986)-  45 44 59.     (N)    116 45 32.     (W)     SCALED    
 RA0513* NAVD 88     -       379.084  (meters)    1243.71   (feet)  ADJUSTED  
 RA0513  ___________________________________________________________________
 RA0513  GEOID HEIGHT-         -16.44  (meters)                     GEOID03
 RA0513  DYNAMIC HT  -         379.032 (meters)    1243.54  (feet)  COMP
 RA0513  MODELED GRAV-     980,469.8   (mgal)                       NAVD 88
 RA0513
 RA0513  VERT ORDER  -  SECOND    CLASS 0
 RA0513
 RA0513.The horizontal coordinates were scaled from a topographic map and have
 RA0513.an estimated accuracy of +/- 6 seconds.
 RA0513
 RA0513.The orthometric height was determined by differential leveling
 RA0513.and adjusted in June 1991.
 RA0513
 RA0513.The geoid height was determined by GEOID03.
 RA0513
 RA0513.The dynamic height is computed by dividing the NAVD 88
 RA0513.geopotential number by the normal gravity value computed on the
 RA0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0513.degrees latitude (g = 980.6199 gals.).
 RA0513
 RA0513.The modeled gravity was interpolated from observed gravity values.
 RA0513
 RA0513;                    North         East    Units  Estimated Accuracy
 RA0513;SPC OR N     -   238,220.    2,790,980.      MT  (+/- 180 meters Scaled)
 RA0513
 RA0513                          SUPERSEDED SURVEY CONTROL
 RA0513
 RA0513  NGVD 29 (??/??/92)  377.984  (m)         1240.10   (f) ADJ UNCH    2 0
 RA0513
 RA0513.Superseded values are not recommended for survey control.
 RA0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0513.See file dsdata.txt to determine how the superseded data were derived.
 RA0513
 RA0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL187662(NAD 83)
 RA0513_MARKER: DB = BENCH MARK DISK
 RA0513_SETTING: 80 = SET IN A BOULDER
 RA0513_SP_SET: BOULDER
 RA0513_STAMPING: F 399 1945
 RA0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0513+STABILITY: SURFACE MOTION
 RA0513
 RA0513  HISTORY     - Date     Condition        Report By
 RA0513  HISTORY     - 1945     MONUMENTED       CGS
 RA0513  HISTORY     - 1954     MARK NOT FOUND   NGS
 RA0513  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RA0513
 RA0513                          STATION DESCRIPTION
 RA0513
 RA0513'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RA0513'5.5 MI S FROM MOUTH OF IMNAHA RIVER.
 RA0513'5.5 MILES SOUTH ALONG THE WEST BANK OF THE IMNAHA RIVER FROM THE MOUTH
 RA0513'AT THE SNAKE RIVER, SET ON THE SOUTHEAST BANK OF RIVER, ABOUT 400 FEET
 RA0513'UPSTREAM (SOUTHWEST) OF A SHORT CLIFF ON THE SOUTHEAST BANK OF RIVER,
 RA0513'ABOUT 125 FEET EAST OF 3 DEAD TREES WHICH ARE GROWN TOGETHER. BRONZE
 RA0513'BENCH MARK DISK SET IN TOP OF A RECTANGULAR SHAPED BOULDER OF ABOUT
 RA0513'2.5X4.0 FT. BELOW HIGH WATER LEVEL.
 RA0513
 RA0513                          STATION RECOVERY (1954)
 RA0513
 RA0513'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 RA0513'MARK NOT FOUND.
 RA0513
 RA0513                          STATION RECOVERY (1987)
 RA0513
 RA0513'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBD)
 RA0513'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0289 ***********************************************************************
 RC0289  DESIGNATION -  F 40
 RC0289  PID         -  RC0289
 RC0289  STATE/COUNTY-  OR/GILLIAM
 RC0289  USGS QUAD   -  GWENDOLEN (1970)
 RC0289
 RC0289                         *CURRENT SURVEY CONTROL
 RC0289  ___________________________________________________________________
 RC0289* NAD 83(1998)-  45 16 07.41864(N)    120 09 04.48569(W)     ADJUSTED  
 RC0289* NAVD 88     -       835.142  (meters)    2739.96   (feet)  ADJUSTED  
 RC0289  ___________________________________________________________________
 RC0289  X           -  -2,258,771.213 (meters)                     COMP
 RC0289  Y           -  -3,888,564.716 (meters)                     COMP
 RC0289  Z           -   4,508,995.170 (meters)                     COMP
 RC0289  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 RC0289  ELLIP HEIGHT-         814.618 (meters)          (12/06/05) ADJUSTED
 RC0289  GEOID HEIGHT-         -20.56  (meters)                     GEOID03
 RC0289  DYNAMIC HT  -         834.984 (meters)    2739.44  (feet)  COMP
 RC0289  MODELED GRAV-     980,399.2   (mgal)                       NAVD 88
 RC0289
 RC0289  HORZ ORDER  -  FIRST
 RC0289  VERT ORDER  -  FIRST     CLASS II
 RC0289  ELLP ORDER  -  FIRST     CLASS II
 RC0289
 RC0289.The horizontal coordinates were established by GPS observations
 RC0289.and adjusted by the W + H PACIFIC, INCORPORATED in December 2005.
 RC0289
 RC0289.The orthometric height was determined by differential leveling
 RC0289.and adjusted in June 1991.
 RC0289
 RC0289.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RC0289
 RC0289.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC0289
 RC0289.The ellipsoidal height was determined by GPS observations
 RC0289.and is referenced to NAD 83.
 RC0289
 RC0289.The geoid height was determined by GEOID03.
 RC0289
 RC0289.The dynamic height is computed by dividing the NAVD 88
 RC0289.geopotential number by the normal gravity value computed on the
 RC0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0289.degrees latitude (g = 980.6199 gals.).
 RC0289
 RC0289.The modeled gravity was interpolated from observed gravity values.
 RC0289
 RC0289;                    North         East     Units Scale Factor Converg.
 RC0289;SPC OR N     -   178,082.432 2,527,366.376   MT  0.99989610   +0 14 50.4
 RC0289;SPC OR N     -   584,259.95  8,291,884.44   iFT  0.99989610   +0 14 50.4
 RC0289;UTM  10      - 5,016,751.687   723,472.633   MT  1.00021408   +2 01 28.7
 RC0289
 RC0289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC0289!SPC OR N     -   0.99987230  x   0.99989610  =   0.99976841
 RC0289!UTM  10      -   0.99987230  x   1.00021408  =   1.00008635
 RC0289
 RC0289                          SUPERSEDED SURVEY CONTROL
 RC0289
 RC0289  NAVD 88 (12/06/05)  835.14   (m)         2740.0    (f) LEVELING    3  
 RC0289  NGVD 29 (??/??/92)  834.052  (m)         2736.39   (f) ADJ UNCH    1 2
 RC0289
 RC0289.Superseded values are not recommended for survey control.
 RC0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0289.See file dsdata.txt to determine how the superseded data were derived.
 RC0289
 RC0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGR2347316752(NAD 83)
 RC0289_MARKER: DD = SURVEY DISK
 RC0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC0289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC0289_STAMPING: 2736.507 F 40 1930
 RC0289_MARK LOGO: CGS   
 RC0289_PROJECTION: PROJECTING 15 CENTIMETERS
 RC0289_MAGNETIC: N = NO MAGNETIC MATERIAL
 RC0289_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RC0289_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RC0289+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2003
 RC0289
 RC0289  HISTORY     - Date     Condition        Report By
 RC0289  HISTORY     - 1930     MONUMENTED       CGS
 RC0289  HISTORY     - 1963     GOOD             NGS
 RC0289  HISTORY     - 1987     GOOD             USPSQD
 RC0289  HISTORY     - 20030108 GOOD             WHPACI
 RC0289
 RC0289                          STATION DESCRIPTION
 RC0289
 RC0289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 RC0289'3.0 MI N FROM CONDON.
 RC0289'3.0 MILES NORTH ALONG STATE HIGHWAY 19 FROM THE CONDON POST OFFICE,
 RC0289'0.3 MILE SOUTH OF MILE POST NO. 35, 450 FEET NORTH OF A CULVERT AT A
 RC0289'DIP IN THE HIGHWAY, 64 FEET NORTH OF THE CENTER OF A PRIVATE DRIVE
 RC0289'ACROSS THE RAILROAD, 51 FEET EAST OF THE EAST RAIL OF THE RAILROAD
 RC0289'TRACKS, 30 FEET WEST OF THE CENTER OF THE HIGHWAY, 22 FEET SOUTH OF
 RC0289'POWER POLE NO. 378 AND 1 FOOT EAST OF A METAL WITNESS POST.  THE
 RC0289'MONUMENT PROJECTS 5 INCHES.
 RC0289
 RC0289                          STATION RECOVERY (1987)
 RC0289
 RC0289'RECOVERY NOTE BY US POWER SQUADRON 1987 (RCC)
 RC0289'RECOVERED IN GOOD CONDITION.
 RC0289
 RC0289                          STATION RECOVERY (2003)
 RC0289
 RC0289'RECOVERY NOTE BY W + H PACIFIC, INCORPORATED 2003 (SJG)
 RC0289'RECOVEREY NOTE BY WH PACIFIC, JANUARY 2003 RECOVERED IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0415 ***********************************************************************
 RA0415  DESIGNATION -  F 400
 RA0415  PID         -  RA0415
 RA0415  STATE/COUNTY-  OR/WALLOWA
 RA0415  USGS QUAD   -  SHEEP CREEK DIVIDE (1990)
 RA0415
 RA0415                         *CURRENT SURVEY CONTROL
 RA0415  ___________________________________________________________________
 RA0415* NAD 83(1986)-  45 29 06.     (N)    116 48 03.     (W)     SCALED    
 RA0415* NAVD 88     -       718.562  (meters)    2357.48   (feet)  ADJUSTED  
 RA0415  ___________________________________________________________________
 RA0415  GEOID HEIGHT-         -15.74  (meters)                     GEOID03
 RA0415  DYNAMIC HT  -         718.402 (meters)    2356.96  (feet)  COMP
 RA0415  MODELED GRAV-     980,372.4   (mgal)                       NAVD 88
 RA0415
 RA0415  VERT ORDER  -  SECOND    CLASS 0
 RA0415
 RA0415.The horizontal coordinates were scaled from a topographic map and have
 RA0415.an estimated accuracy of +/- 6 seconds.
 RA0415
 RA0415.The orthometric height was determined by differential leveling
 RA0415.and adjusted in June 1991.
 RA0415
 RA0415.The geoid height was determined by GEOID03.
 RA0415
 RA0415.The dynamic height is computed by dividing the NAVD 88
 RA0415.geopotential number by the normal gravity value computed on the
 RA0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0415.degrees latitude (g = 980.6199 gals.).
 RA0415
 RA0415.The modeled gravity was interpolated from observed gravity values.
 RA0415
 RA0415;                    North         East    Units  Estimated Accuracy
 RA0415;SPC OR N     -   208,680.    2,789,070.      MT  (+/- 180 meters Scaled)
 RA0415
 RA0415                          SUPERSEDED SURVEY CONTROL
 RA0415
 RA0415  NGVD 29 (??/??/92)  717.409  (m)         2353.70   (f) ADJ UNCH    2 0
 RA0415
 RA0415.Superseded values are not recommended for survey control.
 RA0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0415.See file dsdata.txt to determine how the superseded data were derived.
 RA0415
 RA0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL155368(NAD 83)
 RA0415_MARKER: DB = BENCH MARK DISK
 RA0415_SETTING: 80 = SET IN A BOULDER
 RA0415_SP_SET: BOULDER
 RA0415_STAMPING: F 400 1945
 RA0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0415+STABILITY: SURFACE MOTION
 RA0415
 RA0415  HISTORY     - Date     Condition        Report By
 RA0415  HISTORY     - 1945     MONUMENTED       CGS
 RA0415  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RA0415
 RA0415                          STATION DESCRIPTION
 RA0415
 RA0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RA0415'6.2 MI S FROM IMNAHA.
 RA0415'6.2 MILES SOUTH ALONG THE UPPER IMNAHA ROAD FROM THE POST OFFICE AT
 RA0415'IMNAHA, 0.2 MILE SOUTHEAST OF MILEPOST NO. 6, SET IN THE TOP OF A RED
 RA0415'BOULDER BETWEEN THE ROAD AND RIVER, 80 FEET SOUTHWEST OF CENTER-LINE
 RA0415'OF ROAD, ABOUT 40 FEET NORTHEAST OF NORTHEAST BANK OF RIVER, 6 FEET
 RA0415'NORTHEAST OF A WAGON ROAD, ABOUT 5 FEET BELOW ROAD LEVEL, ABOUT 1 FOOT
 RA0415'ABOVE THE GROUND.
 RA0415
 RA0415                          STATION RECOVERY (1987)
 RA0415
 RA0415'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBD)
 RA0415'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0495 ***********************************************************************
 RA0495  DESIGNATION -  F 401
 RA0495  PID         -  RA0495
 RA0495  STATE/COUNTY-  OR/WALLOWA
 RA0495  USGS QUAD   -  IMNAHA (1990)
 RA0495
 RA0495                         *CURRENT SURVEY CONTROL
 RA0495  ___________________________________________________________________
 RA0495* NAD 83(1986)-  45 34 06.     (N)    116 50 00.     (W)     SCALED    
 RA0495* NAVD 88     -       616.394  (meters)    2022.29   (feet)  ADJUSTED  
 RA0495  ___________________________________________________________________
 RA0495  GEOID HEIGHT-         -15.98  (meters)                     GEOID03
 RA0495  DYNAMIC HT  -         616.285 (meters)    2021.93  (feet)  COMP
 RA0495  MODELED GRAV-     980,421.4   (mgal)                       NAVD 88
 RA0495
 RA0495  VERT ORDER  -  SECOND    CLASS 0
 RA0495
 RA0495.The horizontal coordinates were scaled from a topographic map and have
 RA0495.an estimated accuracy of +/- 6 seconds.
 RA0495
 RA0495.The orthometric height was determined by differential leveling
 RA0495.and adjusted in June 1991.
 RA0495
 RA0495.The geoid height was determined by GEOID03.
 RA0495
 RA0495.The dynamic height is computed by dividing the NAVD 88
 RA0495.geopotential number by the normal gravity value computed on the
 RA0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0495.degrees latitude (g = 980.6199 gals.).
 RA0495
 RA0495.The modeled gravity was interpolated from observed gravity values.
 RA0495
 RA0495;                    North         East    Units  Estimated Accuracy
 RA0495;SPC OR N     -   217,810.    2,786,110.      MT  (+/- 180 meters Scaled)
 RA0495
 RA0495                          SUPERSEDED SURVEY CONTROL
 RA0495
 RA0495  NGVD 29 (??/??/92)  615.262  (m)         2018.57   (f) ADJ UNCH    2 0
 RA0495
 RA0495.Superseded values are not recommended for survey control.
 RA0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0495.See file dsdata.txt to determine how the superseded data were derived.
 RA0495
 RA0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL130461(NAD 83)
 RA0495_MARKER: DB = BENCH MARK DISK
 RA0495_SETTING: 80 = SET IN A BOULDER
 RA0495_SP_SET: BOULDER
 RA0495_STAMPING: F 401 1945
 RA0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0495+STABILITY: SURFACE MOTION
 RA0495
 RA0495  HISTORY     - Date     Condition        Report By
 RA0495  HISTORY     - 1945     MONUMENTED       CGS
 RA0495  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RA0495
 RA0495                          STATION DESCRIPTION
 RA0495
 RA0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RA0495'0.6 MI N FROM IMNAHA.
 RA0495'0.6 MILE NORTH ALONG THE LOWER IMNAHA ROAD FROM THE POST OFFICE AT
 RA0495'IMNAHA, SET IN THE TOP OF A BOULDER, AT A SHORT FLAT AT THE SUMMIT OF
 RA0495'HILL, BETWEEN THE ROAD AND THE FENCE, 10 FEET EAST OF CENTER-LINE OF
 RA0495'ROAD, 10 FEET WEST OF THE FENCE, 12 FEET SOUTHWEST OF THE SOUTH GATE
 RA0495'POST, ABUT 2 FEET ABOVE ROAD LEVEL.  BRONZE BENCH MARK DISK.
 RA0495
 RA0495                          STATION RECOVERY (1987)
 RA0495
 RA0495'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBD)
 RA0495'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0725 ***********************************************************************
 RA0725  DESIGNATION -  F 402
 RA0725  PID         -  RA0725
 RA0725  STATE/COUNTY-  OR/WALLOWA
 RA0725  USGS QUAD   -  KINNEY LAKE (1990)
 RA0725
 RA0725                         *CURRENT SURVEY CONTROL
 RA0725  ___________________________________________________________________
 RA0725* NAD 83(1986)-  45 16 35.     (N)    117 04 02.     (W)     SCALED    
 RA0725* NAVD 88     -      1699.203  (meters)    5574.80   (feet)  ADJUSTED  
 RA0725  ___________________________________________________________________
 RA0725  GEOID HEIGHT-         -15.54  (meters)                     GEOID03
 RA0725  DYNAMIC HT  -        1698.562 (meters)    5572.70  (feet)  COMP
 RA0725  MODELED GRAV-     980,177.9   (mgal)                       NAVD 88
 RA0725
 RA0725  VERT ORDER  -  SECOND    CLASS 0
 RA0725
 RA0725.The horizontal coordinates were scaled from a topographic map and have
 RA0725.an estimated accuracy of +/- 6 seconds.
 RA0725
 RA0725.The orthometric height was determined by differential leveling
 RA0725.and adjusted in June 1991.
 RA0725
 RA0725.The geoid height was determined by GEOID03.
 RA0725
 RA0725.The dynamic height is computed by dividing the NAVD 88
 RA0725.geopotential number by the normal gravity value computed on the
 RA0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0725.degrees latitude (g = 980.6199 gals.).
 RA0725
 RA0725.The modeled gravity was interpolated from observed gravity values.
 RA0725
 RA0725;                    North         East    Units  Estimated Accuracy
 RA0725;SPC OR N     -   184,600.    2,769,250.      MT  (+/- 180 meters Scaled)
 RA0725
 RA0725                          SUPERSEDED SURVEY CONTROL
 RA0725
 RA0725  NGVD 29 (??/??/92) 1697.912  (m)         5570.57   (f) ADJ UNCH    2 0
 RA0725
 RA0725.Superseded values are not recommended for survey control.
 RA0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0725.See file dsdata.txt to determine how the superseded data were derived.
 RA0725
 RA0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML947136(NAD 83)
 RA0725_MARKER: DB = BENCH MARK DISK
 RA0725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RA0725_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RA0725_STAMPING: F 402 1945
 RA0725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0725+STABILITY: SURFACE MOTION
 RA0725
 RA0725  HISTORY     - Date     Condition        Report By
 RA0725  HISTORY     - 1945     MONUMENTED       CGS
 RA0725
 RA0725                          STATION DESCRIPTION
 RA0725
 RA0725'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RA0725'15.0 MI SE FROM JOSEPH.
 RA0725'15.0 MILES SOUTHEAST OF THE POST OFFICE AT JOSEPH ALONG THE LICK CREEK
 RA0725'ROAD, SET IN POINT OF Y ROAD, 24 FEET SOUTH OF SIGNPOST INDICATING
 RA0725'DISTANCE TO HEPBURN RANCH, 12 FEET SOUTH OF CENTER LINE OF MAIN ROAD,
 RA0725'12 FEET WEST OF CENTER LINE OF ROAD LEADING TO SOUTH, 5 FEET SOUTHWEST
 RA0725'OF SIGNPOST INDICATING DISTANCE TO LICK CREEK R.S. AND LOGGING CAMP,
 RA0725'0.4 FOOT ABOVE GROUND.  BRONZE BENCH MARK DISK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0396 ***********************************************************************
 RA0396  DESIGNATION -  F 403
 RA0396  PID         -  RA0396
 RA0396  STATE/COUNTY-  OR/WALLOWA
 RA0396  USGS QUAD   -  PUDERBAUGH RIDGE (1990)
 RA0396
 RA0396                         *CURRENT SURVEY CONTROL
 RA0396  ___________________________________________________________________
 RA0396* NAD 83(1986)-  45 14 43.     (N)    116 49 53.     (W)     SCALED    
 RA0396* NAVD 88     -      1071.172  (meters)    3514.34   (feet)  ADJUSTED  
 RA0396  ___________________________________________________________________
 RA0396  GEOID HEIGHT-         -15.43  (meters)                     GEOID03
 RA0396  DYNAMIC HT  -        1070.848 (meters)    3513.27  (feet)  COMP
 RA0396  MODELED GRAV-     980,277.6   (mgal)                       NAVD 88
 RA0396
 RA0396  VERT ORDER  -  SECOND    CLASS 0
 RA0396
 RA0396.The horizontal coordinates were scaled from a topographic map and have
 RA0396.an estimated accuracy of +/- 6 seconds.
 RA0396
 RA0396.The orthometric height was determined by differential leveling
 RA0396.and adjusted in June 1991.
 RA0396
 RA0396.The geoid height was determined by GEOID03.
 RA0396
 RA0396.The dynamic height is computed by dividing the NAVD 88
 RA0396.geopotential number by the normal gravity value computed on the
 RA0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0396.degrees latitude (g = 980.6199 gals.).
 RA0396
 RA0396.The modeled gravity was interpolated from observed gravity values.
 RA0396
 RA0396;                    North         East    Units  Estimated Accuracy
 RA0396;SPC OR N     -   181,960.    2,787,890.      MT  (+/- 180 meters Scaled)
 RA0396
 RA0396                          SUPERSEDED SURVEY CONTROL
 RA0396
 RA0396  NGVD 29 (??/??/92) 1069.978  (m)         3510.42   (f) ADJ UNCH    2 0
 RA0396
 RA0396.Superseded values are not recommended for survey control.
 RA0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0396.See file dsdata.txt to determine how the superseded data were derived.
 RA0396
 RA0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL132102(NAD 83)
 RA0396_MARKER: DB = BENCH MARK DISK
 RA0396_SETTING: 80 = SET IN A BOULDER
 RA0396_SP_SET: BOULDER
 RA0396_STAMPING: F 403 1945
 RA0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0396+STABILITY: SURFACE MOTION
 RA0396
 RA0396  HISTORY     - Date     Condition        Report By
 RA0396  HISTORY     - 1945     MONUMENTED       CGS
 RA0396
 RA0396                          STATION DESCRIPTION
 RA0396
 RA0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RA0396'25.0 MI S FROM IMNAHA.
 RA0396'25.0 MILES SOUTH ALONG THE UPPER IMNAHA ROAD FROM THE POST OFFICE AT
 RA0396'IMNAHA, SET IN THE TOP OF A BOULDER, ON THE NORTHWEST SIDE OF ROAD
 RA0396'FROM LARGE FLATS, JUST SOUTHWEST OF A VERTICAL BLUFF, 15 FEET
 RA0396'NORTHWEST OF CENTER-LINE OF ROAD, 15 FEET SOUTHWEST OF PINE TREE WITH
 RA0396'TRIANGLE BLAZE ON EAST SIDE, ABOUT 5 FEET ABOVE ROAD LEVEL.  BRONZE
 RA0396'BENCH MARK DISK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0573 ***********************************************************************
 QB0573  DESIGNATION -  F 404
 QB0573  PID         -  QB0573
 QB0573  STATE/COUNTY-  OR/BAKER
 QB0573  USGS QUAD   -  KEATING (1994)
 QB0573
 QB0573                         *CURRENT SURVEY CONTROL
 QB0573  ___________________________________________________________________
 QB0573* NAD 83(1986)-  44 50 08.     (N)    117 33 29.     (W)     SCALED    
 QB0573* NAVD 88     -       843.970  (meters)    2768.92   (feet)  ADJUSTED  
 QB0573  ___________________________________________________________________
 QB0573  GEOID HEIGHT-         -16.84  (meters)                     GEOID03
 QB0573  DYNAMIC HT  -         843.752 (meters)    2768.21  (feet)  COMP
 QB0573  MODELED GRAV-     980,330.2   (mgal)                       NAVD 88
 QB0573
 QB0573  VERT ORDER  -  SECOND    CLASS 0
 QB0573
 QB0573.The horizontal coordinates were scaled from a topographic map and have
 QB0573.an estimated accuracy of +/- 6 seconds.
 QB0573
 QB0573.The orthometric height was determined by differential leveling
 QB0573.and adjusted in June 1991.
 QB0573
 QB0573.The geoid height was determined by GEOID03.
 QB0573
 QB0573.The dynamic height is computed by dividing the NAVD 88
 QB0573.geopotential number by the normal gravity value computed on the
 QB0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0573.degrees latitude (g = 980.6199 gals.).
 QB0573
 QB0573.The modeled gravity was interpolated from observed gravity values.
 QB0573
 QB0573;                    North         East    Units  Estimated Accuracy
 QB0573;SPC OR N     -   134,120.    2,732,550.      MT  (+/- 180 meters Scaled)
 QB0573
 QB0573                          SUPERSEDED SURVEY CONTROL
 QB0573
 QB0573  NGVD 29 (??/??/92)  842.900  (m)         2765.41   (f) ADJ UNCH    2 0
 QB0573
 QB0573.Superseded values are not recommended for survey control.
 QB0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0573.See file dsdata.txt to determine how the superseded data were derived.
 QB0573
 QB0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK558648(NAD 83)
 QB0573_MARKER: DB = BENCH MARK DISK
 QB0573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0573_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0573_STAMPING: F 404 1945
 QB0573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0573+STABILITY: SURFACE MOTION
 QB0573
 QB0573  HISTORY     - Date     Condition        Report By
 QB0573  HISTORY     - 1945     MONUMENTED       CGS
 QB0573  HISTORY     - 1967     MARK NOT FOUND   NGS
 QB0573
 QB0573                          STATION DESCRIPTION
 QB0573
 QB0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QB0573'16.6 MI E FROM BAKER.
 QB0573'16.6 MILES EAST OF POST OFFICE AT BAKER, ALONG STATE HIGHWAY NO. 86,
 QB0573'SET IN TOP OF A CONCRETE POST, 1.0 MILE EAST OF BENCH MARK E 404, 47
 QB0573'FEET NORTHWEST OF CENTER LINE OF HIGHWAY, ABOUT 0.6 MILE SOUTHEAST OF
 QB0573'RANCH HOUSE, ABOUT 700 FEET SOUTHWEST OF END OF SNOW FENCE, POST
 QB0573'PROJECTING 0.6 FOOT ABOVE THE GROUND LEVEL.
 QB0573
 QB0573                          STATION RECOVERY (1967)
 QB0573
 QB0573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 QB0573'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0872 ***********************************************************************
 RA0872  DESIGNATION -  F 405
 RA0872  PID         -  RA0872
 RA0872  STATE/COUNTY-  OR/UNION
 RA0872  USGS QUAD   -  PARTRIDGE CREEK (1995)
 RA0872
 RA0872                         *CURRENT SURVEY CONTROL
 RA0872  ___________________________________________________________________
 RA0872* NAD 83(1986)-  45 38 01.     (N)    117 53 12.     (W)     SCALED    
 RA0872* NAVD 88     -       784.680  (meters)    2574.40   (feet)  ADJUSTED  
 RA0872  ___________________________________________________________________
 RA0872  GEOID HEIGHT-         -18.05  (meters)                     GEOID03
 RA0872  DYNAMIC HT  -         784.520 (meters)    2573.88  (feet)  COMP
 RA0872  MODELED GRAV-     980,386.3   (mgal)                       NAVD 88
 RA0872
 RA0872  VERT ORDER  -  SECOND    CLASS 0
 RA0872
 RA0872.The horizontal coordinates were scaled from a topographic map and have
 RA0872.an estimated accuracy of +/- 6 seconds.
 RA0872
 RA0872.The orthometric height was determined by differential leveling
 RA0872.and adjusted in June 1991.
 RA0872
 RA0872.The geoid height was determined by GEOID03.
 RA0872
 RA0872.The dynamic height is computed by dividing the NAVD 88
 RA0872.geopotential number by the normal gravity value computed on the
 RA0872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0872.degrees latitude (g = 980.6199 gals.).
 RA0872
 RA0872.The modeled gravity was interpolated from observed gravity values.
 RA0872
 RA0872;                    North         East    Units  Estimated Accuracy
 RA0872;SPC OR N     -   221,870.    2,703,720.      MT  (+/- 180 meters Scaled)
 RA0872
 RA0872                          SUPERSEDED SURVEY CONTROL
 RA0872
 RA0872  NGVD 29 (??/??/92)  783.577  (m)         2570.79   (f) ADJ UNCH    2 0
 RA0872
 RA0872.Superseded values are not recommended for survey control.
 RA0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0872.See file dsdata.txt to determine how the superseded data were derived.
 RA0872
 RA0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML308537(NAD 83)
 RA0872_MARKER: DB = BENCH MARK DISK
 RA0872_SETTING: 80 = SET IN A BOULDER
 RA0872_SP_SET: BOULDER
 RA0872_STAMPING: F 405 1945
 RA0872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0872+STABILITY: SURFACE MOTION
 RA0872
 RA0872  HISTORY     - Date     Condition        Report By
 RA0872  HISTORY     - 1945     MONUMENTED       CGS
 RA0872
 RA0872                          STATION DESCRIPTION
 RA0872
 RA0872'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RA0872'5.4 MI N FROM ELGIN.
 RA0872'ALONG UNION PACIFIC RAILROAD, 5.4 MILES NORTH OF STATION AT ELGIN,
 RA0872'89.0 FEET EAST OF AND DIRECTLY ACROSS TRACK FROM MILE POST NO. 26, 8
 RA0872'RAILS SOUTH OF CULVERT NO. 26.20 UNDER TRACK, 3 POLES NORTH OF GULLING
 RA0872'ONE MILE SIGN BOARD, 70.5 FEET EAST OF CENTERLINE OF TRACK, SET IN TOP
 RA0872'OF NORTH END OF LARGEST AND MOST PROMINENT BOULDER IN THIS VICINITY
 RA0872'AND IN THE WEST EDGE OF THE WATER IN THE GRANDE RONDE RIVER, ABOUT 8
 RA0872'FEET BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0830 ***********************************************************************
 RA0830  DESIGNATION -  F 406
 RA0830  PID         -  RA0830
 RA0830  STATE/COUNTY-  OR/UNION
 RA0830  USGS QUAD   -  COVE (1993)
 RA0830
 RA0830                         *CURRENT SURVEY CONTROL
 RA0830  ___________________________________________________________________
 RA0830* NAD 83(1986)-  45 21 44.     (N)    117 52 10.     (W)     SCALED    
 RA0830* NAVD 88     -       819.587  (meters)    2688.93   (feet)  ADJUSTED  
 RA0830  ___________________________________________________________________
 RA0830  GEOID HEIGHT-         -17.59  (meters)                     GEOID03
 RA0830  DYNAMIC HT  -         819.376 (meters)    2688.24  (feet)  COMP
 RA0830  MODELED GRAV-     980,333.4   (mgal)                       NAVD 88
 RA0830
 RA0830  VERT ORDER  -  SECOND    CLASS 0
 RA0830
 RA0830.The horizontal coordinates were scaled from a topographic map and have
 RA0830.an estimated accuracy of +/- 6 seconds.
 RA0830
 RA0830.The orthometric height was determined by differential leveling
 RA0830.and adjusted in June 1991.
 RA0830
 RA0830.The geoid height was determined by GEOID03.
 RA0830
 RA0830.The dynamic height is computed by dividing the NAVD 88
 RA0830.geopotential number by the normal gravity value computed on the
 RA0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0830.degrees latitude (g = 980.6199 gals.).
 RA0830
 RA0830.The modeled gravity was interpolated from observed gravity values.
 RA0830
 RA0830;                    North         East    Units  Estimated Accuracy
 RA0830;SPC OR N     -   191,770.    2,706,040.      MT  (+/- 180 meters Scaled)
 RA0830
 RA0830                          SUPERSEDED SURVEY CONTROL
 RA0830
 RA0830  NGVD 29 (??/??/92)  818.471  (m)         2685.27   (f) ADJ UNCH    2 0
 RA0830
 RA0830.Superseded values are not recommended for survey control.
 RA0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0830.See file dsdata.txt to determine how the superseded data were derived.
 RA0830
 RA0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML319235(NAD 83)
 RA0830_MARKER: DB = BENCH MARK DISK
 RA0830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RA0830_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RA0830_STAMPING: F 406 1945
 RA0830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0830+STABILITY: SURFACE MOTION
 RA0830
 RA0830  HISTORY     - Date     Condition        Report By
 RA0830  HISTORY     - 1945     MONUMENTED       CGS
 RA0830  HISTORY     - 1964     MARK NOT FOUND   NGS
 RA0830
 RA0830                          STATION DESCRIPTION
 RA0830
 RA0830'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RA0830'7.5 MI NW FROM COVE.
 RA0830'ALONG GRANDE RONDE RIVER, 1.0 MILE WEST, THENCE 4.0 MILES NORTH,
 RA0830'THENCE 2.0 MILES WEST AND 0.5 MILE NORTH ALONG COUNTY GRAVEL ROADS
 RA0830'FROM COVE TO TWO LARGE STEEL GATES WITH CONCRETE MOUNTING POSTS WHICH
 RA0830'ARE AT A POINT WHERE ROAD MAKES A RIGHT ANGLE TURN TO THE WEST, BENCH
 RA0830'MARK IS ABOUT 300 FEET EAST ALONG AN EAST-WEST FENCE WHICH LEADS EAST
 RA0830'FROM LARGE STEEL GATES AND ON BANK OF RIVER, 17.0 FEET WEST OF EDGE OF
 RA0830'BANK OF RIVER, 8.0 FEET WEST OF POST AT EAST END OF EAST-WEST NET WIRE
 RA0830'FENCE, 2.5 FEET EAST OF REFERENCE POST, 1.6 FOOT NORTH OF EAST-WEST
 RA0830'FENCE, SET IN TOP OF CONCRETE POST PROJECTING 0.1 FOOT.
 RA0830
 RA0830                          STATION RECOVERY (1964)
 RA0830
 RA0830'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 RA0830'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0099 ***********************************************************************
 QD0099  DESIGNATION -  F 408
 QD0099  PID         -  QD0099
 QD0099  STATE/COUNTY-  OR/WHEELER
 QD0099  USGS QUAD   -  SUTTON MOUNTAIN (1987)
 QD0099
 QD0099                         *CURRENT SURVEY CONTROL
 QD0099  ___________________________________________________________________
 QD0099* NAD 83(1991)-  44 43 48.26672(N)    120 08 05.46839(W)     ADJUSTED  
 QD0099* NAVD 88     -       474.846  (meters)    1557.89   (feet)  ADJUSTED  
 QD0099  ___________________________________________________________________
 QD0099  LAPLACE CORR-           6.69  (seconds)                    DEFLEC99
 QD0099  GEOID HEIGHT-         -20.25  (meters)                     GEOID03
 QD0099  DYNAMIC HT  -         474.719 (meters)    1557.47  (feet)  COMP
 QD0099  MODELED GRAV-     980,338.0   (mgal)                       NAVD 88
 QD0099
 QD0099  HORZ ORDER  -  THIRD
 QD0099  VERT ORDER  -  SECOND    CLASS 0
 QD0099
 QD0099.The horizontal coordinates were established by classical geodetic methods
 QD0099.and adjusted by the National Geodetic Survey in October 1991.
 QD0099
 QD0099.The orthometric height was determined by differential leveling
 QD0099.and adjusted in June 1991.
 QD0099
 QD0099.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD0099
 QD0099.The geoid height was determined by GEOID03.
 QD0099
 QD0099.The dynamic height is computed by dividing the NAVD 88
 QD0099.geopotential number by the normal gravity value computed on the
 QD0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0099.degrees latitude (g = 980.6199 gals.).
 QD0099
 QD0099.The modeled gravity was interpolated from observed gravity values.
 QD0099
 QD0099;                    North         East     Units Scale Factor Converg.
 QD0099;SPC OR N     -   118,233.065 2,528,923.291   MT  0.99992371   +0 15 32.2
 QD0099;SPC OR N     -   387,903.76  8,296,992.42   iFT  0.99992371   +0 15 32.2
 QD0099;UTM  10      - 4,956,959.651   726,876.229   MT  1.00023301   +2 01 02.1
 QD0099
 QD0099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD0099!SPC OR N     -   0.99992873  x   0.99992371  =   0.99985244
 QD0099!UTM  10      -   0.99992873  x   1.00023301  =   1.00016172
 QD0099
 QD0099|---------------------------------------------------------------------|
 QD0099| PID    Reference Object                     Distance      Geod. Az  |
 QD0099|                                                           dddmmss.s |
 QD0099| CD6787 F 408 RM 1                            7.763 METERS 04823     |
 QD0099| CD6788 F 408 RM 2                           11.003 METERS 13555     |
 QD0099| CD6786 F 408 AZ MK                                        2613455.4 |
 QD0099|---------------------------------------------------------------------|
 QD0099
 QD0099                          SUPERSEDED SURVEY CONTROL
 QD0099
 QD0099  NAD 83(1986)-  44 43 48.27451(N)    120 08 05.46548(W) AD(       ) 3
 QD0099  NAD 27      -  44 43 48.79300(N)    120 08 01.41300(W) AD(       ) 3
 QD0099  NGVD 29 (??/??/92)  473.717  (m)         1554.19   (f) ADJ UNCH    2 0
 QD0099
 QD0099.Superseded values are not recommended for survey control.
 QD0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0099.See file dsdata.txt to determine how the superseded data were derived.
 QD0099
 QD0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGQ2687656960(NAD 83)
 QD0099_MARKER: P = PIPE CAP
 QD0099_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QD0099_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QD0099_STAMPING: F 408 1946
 QD0099_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0099
 QD0099  HISTORY     - Date     Condition        Report By
 QD0099  HISTORY     - 1946     MONUMENTED       CGS
 QD0099  HISTORY     - 1946     GOOD             NGS
 QD0099  HISTORY     - 1977     SEE DESCRIPTION  NGS
 QD0099
 QD0099                          STATION DESCRIPTION
 QD0099
 QD0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 QD0099'STATION IS LOCATED ABOUT 1.75 MILES EAST-SOUTHEAST OF THE BRIDGE
 QD0099'ACROSS THE JOHN DAY RIVER AT TWICKENHAM AND ABOUT 8 MILES SOUTHWEST
 QD0099'OF SERVICE CREEK.  IT IS AT THE EAST END OF A FIELD IN UNCULTIVATED
 QD0099'LAND AND IS ABOUT 75 FEET SOUTHWEST OF THE SOUTH BANK OF THE JOHN
 QD0099'DAY RIVER.  IT IS 5 FEET NORTH-NORTHEAST OF A LARGE JUNIPER TREE
 QD0099'AND 3 FEET NORTH-NORTHWEST OF A WHITE REFERENCE POST.  THE MARK
 QD0099'IS A U.S.C. AND G.S. BRONZE CAP BENCH MARK ON THE TOP OF A 4-INCH
 QD0099'IRON PIPE.  THE MARK PROJECTS 1 FOOT AND IS STAMPED F 408 1946.
 QD0099'
 QD0099'REFERENCE MARK 1 IS NORTHEAST OF THE STATION AT ABOUT THE SAME
 QD0099'ELEVATION AND ABOUT 50 FEET SOUTH OF THE SOUTHWEST BANK OF THE
 QD0099'RIVER.  THE MARK PROJECTS 4 INCHES.
 QD0099'
 QD0099'REFERENCE MARK 2 IS SOUTHEAST OF THE STATION AT ABOUT THE SAME
 QD0099'ELEVATION AND IS ABOUT 35 FEET SOUTHEAST OF A LARGE JUNIPER
 QD0099'TREE.  THE MARK IS FLUSH WITH THE GROUND.
 QD0099'
 QD0099'THE AZIMUTH MARK IS ABOUT 0.3 MILE WEST-SOUTHWEST OF THE STATION,
 QD0099'ABOUT 0.1 MILE SOUTHEAST OF A BOARD GATE AND IS 2 FEET NORTHEAST
 QD0099'OF A NORTHWEST-SOUTHEAST FENCE LINE.  IT IS JUST SOUTHWEST OF THE
 QD0099'TRACK ROAD LEADING TO THE STATION.  THE MARK PROJECTS 4 INCHES.
 QD0099'
 QD0099'THE SUBSTITUTE STATION, BM F 408 1946 PICTURE POINT 106V-31A, IS
 QD0099'THE CENTER AND MOST EASTERLY ONE OF THREE JUNIPER TREES.  IT IS
 QD0099'ABOUT 80 FEET SOUTHWEST OF THE SOUTH BANK OF THE JOHN DAY RIVER,
 QD0099'AND IS 6.25 FEET SOUTH-SOUTHWEST OF THE STATION.
 QD0099'
 QD0099'ALL REFERENCE MARKS ARE STAMPED BM F 408 1946 AND WITH THEIR
 QD0099'RESPECTIVE NUMBERS.
 QD0099'
 QD0099'TO REACH FROM THE JUNCTION OF ROUTES 207 AND 19 AT SERVICE CREEK,
 QD0099'GO SOUTHERLY ON ROUTE 207 TOWARD MITCHELL FOR 15.25 MILES TO A SIDE
 QD0099'ROAD RIGHT THROUGH CATTLE GUARD AT SEVERAL SIGNS, TURN RIGHT AS PER
 QD0099'SIGN TWICKENHAM AND FOLLOW THE MAIN TRAVELED ROAD DOWN BIRDS CREEK
 QD0099'FOR 6.6 MILES TO A RANCH HOUSE ON THE RIGHT.  TURN RIGHT THROUGH
 QD0099'GATE JUST SOUTH OF HOUSE AND FOLLOW THE ROAD 0.15 MILE TO A POLE
 QD0099'GATE JUST SOUTH OF OLD SHED AND NORTH OF THE BARN, PASS THROUGH
 QD0099'POLE GATE AND CONTINUE 0.2 MILE TO GATE INTO FIELD, PASS
 QD0099'THROUGH GATE AND GO 0.25 MILE TO THE STATION NEAR THE THREE
 QD0099'LARGE TREES.
 QD0099
 QD0099                          STATION RECOVERY (1946)
 QD0099
 QD0099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 QD0099'15.25 MI S FROM SERVICE CREEK.
 QD0099'IT IS A U.S.C. AND G.S. BRONZE CAP BENCH MARK ON THE TOP OF A 4-INCH
 QD0099'IRON PIPE.  THE MARK PROJECTS 1 FOOT AND IS STAMPED-- F 408 1946.  TO
 QD0099'REACH FROM THE JUNCTION OF ROUTES NO. 207 AND 19 AT SERVICE CREEK, GO
 QD0099'SOUTHERLY ON ROUTE NO. 207 TOWARD MITCHELL FOR 15.25 MILES TO A SIDE
 QD0099'ROAD RIGHT THROUGH CATTLE GUARD AT SEVERAL SIGNS.  TURN RIGHT AS PER
 QD0099'SIGN TWICKENHAM AND FOLLOW THE MAIN TRAVELED ROAD DOWN BIRDS CREEK FOR
 QD0099'6.6 MILES TO A RANCH HOUSE ON THE RIGHT, TURN RIGHT THROUGH GATE JUST
 QD0099'SOUTH OF HOUSE AND FOLLOW THE ROAD 0.15 MILE TO A POLE GATE JUST SOUTH
 QD0099'OF OLD SHED AND NORTH OF THE BARN.  PASS THROUGH POLE GATE AND
 QD0099'CONTINUE 0.2 MILE TO GATE INTO FIELD, PASS THROUGH GATE AND GO 0.25
 QD0099'MILE TO THE STATION NEAR THE THREE LARGE TREES.  NOTE-- REFERENCE
 QD0099'MARKS WERE ESTABLISHED AND THE STATION WAS USED AS A TRIANGULATION
 QD0099'STATION.
 QD0099
 QD0099                          STATION RECOVERY (1977)
 QD0099
 QD0099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 QD0099'THE STATION MARK, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK WERE
 QD0099'RECOVERED IN GOOD CONDITION.  LANDMARKS HAVE CHANGED, AND THE
 QD0099'ORIGINAL DESCRIPTION IS OBSOLETE.  A NEW AND COMPLETE DESCRIPTION
 QD0099'FOLLOWS.
 QD0099'
 QD0099'THE STATION IS ON PASTURE LAND OWNED BY MR. R. W. DAVIS.
 QD0099'
 QD0099'TO REACH THE STATION FROM THE MITCHELL POST OFFICE GO WEST FOR
 QD0099'0.4 MILE TO THE JUNCTION OF U.S. HIGHWAY 26, AND STATE HIGHWAY 207,
 QD0099'TURN RIGHT, AND GO NORTHERLY ON STATE HIGHWAY 207 FOR 9.8 MILES TO
 QD0099'A SIDE ROAD LEFT AT THE SIGN, TWICKENHAM, TURN LEFT AS PER SIGN,
 QD0099'AND FOLLOW THE MACADAM ROAD NORTHWEST DOWN THE CANYON FOR 6.6
 QD0099'MILES TO MR. R. W. DAVIS RESIDENCE ON THE RIGHT.  TURN RIGHT, AND
 QD0099'GO EAST ON THE SOUTH SIDE OF THE HOUSE, AND BARN ALONG THE
 QD0099'SOUTH SIDE OF A FENCE FOR 0.6 MILE TO THE AZIMUTH MARK ON THE
 QD0099'LEFT.  CONTINUE EAST ON THE SOUTH SIDE OF THE FENCE FOR 0.3 MILE
 QD0099'TO A FENCE CORNER, TURN LEFT, AND GO NORTH ON THE EAST SIDE OF THE
 QD0099'FENCE FOR 0.15 MILE TO A FENCE CORNER, AND THE STATION ON THE
 QD0099'LEFT.
 QD0099'
 QD0099'THE STATION MARK, STAMPED F 408 1946, IS A STANDARD BENCH MARK DISK
 QD0099'ON A 4-INCH PIPE THAT IS 1-INCH BELOW THE SURFACE, 75 FEET SOUTH OF
 QD0099'THE SOUTH BANK OF THE JOHN DAY RIVER, 51 FEET SOUTH OF THE
 QD0099'SOUTHEAST CORNER OF A SMALL SHED, 5.3 FEET NORTH OF A 2-FOOT
 QD0099'JUNIPER TREE THAT SERVES AS THE CORNER POST FOR THE BARBED-WIRE
 QD0099'FENCE, AND 1 FOOT EAST OF A METAL WITNESS POST.
 QD0099'
 QD0099'REFERENCE MARK NO. 1, STAMPED BM F 408 NO. 1 1946, IS A STANDARD
 QD0099'DISK SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT IS 1-INCH
 QD0099'BELOW THE SURFACE, 34 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 QD0099'THE SHED, AND 30 FEET NORTHEAST OF THE JUNIPER TREE.  (NOTE 11A)
 QD0099'
 QD0099'REFERENCE MARK NO. 2, STAMPED BM F 408 NO 2 1946, IS A STANDARD
 QD0099'DISK SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT IS 5-INCHES
 QD0099'BELOW THE SURFACE, 33 FEET SOUTHEAST OF THE JUNIPER TREE, AND 21
 QD0099'FEET EAST OF THE FENCE.  (NOTE 11A)
 QD0099'
 QD0099'THE AZIMUTH MARK, STAMPED BM F 408 1946, IS A STANDARD DISK SET
 QD0099'IN A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3-INCHES, 40
 QD0099'FEET WEST OF A DRAW, 20 FEET NORTH OF THE CENTER OF THE ROAD, AND
 QD0099'2 FEET NORTH OF A METAL WITNESS POST PLACED IN THE EAST-WEST FENCE
 QD0099'LINE.  (NOTE 16A)
 QD0099'
 QD0099'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QD0099'12 MILES NORTH OF MITCHELL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0602 ***********************************************************************
 RA0602  DESIGNATION -  F 409
 RA0602  PID         -  RA0602
 RA0602  STATE/COUNTY-  OR/WALLOWA
 RA0602  USGS QUAD   -  TROY (1995)
 RA0602
 RA0602                         *CURRENT SURVEY CONTROL
 RA0602  ___________________________________________________________________
 RA0602* NAD 83(1986)-  45 56 32.     (N)    117 26 46.     (W)     SCALED    
 RA0602* NAVD 88     -       593.647  (meters)    1947.66   (feet)  ADJUSTED  
 RA0602  ___________________________________________________________________
 RA0602  GEOID HEIGHT-         -17.63  (meters)                     GEOID03
 RA0602  DYNAMIC HT  -         593.578 (meters)    1947.43  (feet)  COMP
 RA0602  MODELED GRAV-     980,479.7   (mgal)                       NAVD 88
 RA0602
 RA0602  VERT ORDER  -  SECOND    CLASS 0
 RA0602
 RA0602.The horizontal coordinates were scaled from a topographic map and have
 RA0602.an estimated accuracy of +/- 6 seconds.
 RA0602
 RA0602.The orthometric height was determined by differential leveling
 RA0602.and adjusted in June 1991.
 RA0602
 RA0602.The geoid height was determined by GEOID03.
 RA0602
 RA0602.The dynamic height is computed by dividing the NAVD 88
 RA0602.geopotential number by the normal gravity value computed on the
 RA0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0602.degrees latitude (g = 980.6199 gals.).
 RA0602
 RA0602.The modeled gravity was interpolated from observed gravity values.
 RA0602
 RA0602;                    North         East    Units  Estimated Accuracy
 RA0602;SPC OR N     -   257,350.    2,736,750.      MT  (+/- 180 meters Scaled)
 RA0602
 RA0602                          SUPERSEDED SURVEY CONTROL
 RA0602
 RA0602  NGVD 29 (??/??/92)  592.603  (m)         1944.23   (f) ADJ UNCH    2 0
 RA0602
 RA0602.Superseded values are not recommended for survey control.
 RA0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0602.See file dsdata.txt to determine how the superseded data were derived.
 RA0602
 RA0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML654877(NAD 83)
 RA0602_MARKER: DB = BENCH MARK DISK
 RA0602_SETTING: 66 = SET IN ROCK OUTCROP
 RA0602_SP_SET: ROCK OUTCROP
 RA0602_STAMPING: F 409 1945
 RA0602_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA0602+STABILITY: POSITION/ELEVATION WELL
 RA0602
 RA0602  HISTORY     - Date     Condition        Report By
 RA0602  HISTORY     - 1945     MONUMENTED       CGS
 RA0602
 RA0602                          STATION DESCRIPTION
 RA0602
 RA0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RA0602'1.10 MI SE FROM TROY.
 RA0602'1.10 MILES SOUTHEAST OF TROY POST OFFICE, ALONG TROY-FLORA ROAD, 73.5
 RA0602'FEET SOUTHWEST OF U.S.G.S. CHISELED SQUARE, 62.5 FEET SOUTHEAST OF A
 RA0602'LONE 14 INCH PINE TREE ON THE EDGE OF THE HILL, 42.5 SOUTH SOUTHWEST
 RA0602'OF A FENCE CORNER, 37.5 FEET SOUTH WEST OF THE CENTER LINE OF THE
 RA0602'ROAD, AND 4 FEET BELOW THE LEVEL OF THE ROAD.  A BRONZE DISK, SET IN A
 RA0602'DRILL HOLE IN THE TOP OF A ROCK OUT-CROP AT THE SECOND SWITCH BACK ON
 RA0602'THE TROY-FLORA ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0266 ***********************************************************************
 QC0266  DESIGNATION -  F 410
 QC0266  PID         -  QC0266
 QC0266  STATE/COUNTY-  OR/GRANT
 QC0266  USGS QUAD   -  SLICKEAR MOUNTAIN (1995)
 QC0266
 QC0266                         *CURRENT SURVEY CONTROL
 QC0266  ___________________________________________________________________
 QC0266* NAD 83(1986)-  44 55 16.     (N)    119 20 00.     (W)     SCALED    
 QC0266* NAVD 88     -       656.735  (meters)    2154.64   (feet)  ADJUSTED  
 QC0266  ___________________________________________________________________
 QC0266  GEOID HEIGHT-         -19.12  (meters)                     GEOID03
 QC0266  DYNAMIC HT  -         656.540 (meters)    2154.00  (feet)  COMP
 QC0266  MODELED GRAV-     980,300.2   (mgal)                       NAVD 88
 QC0266
 QC0266  VERT ORDER  -  SECOND    CLASS 0
 QC0266
 QC0266.The horizontal coordinates were scaled from a topographic map and have
 QC0266.an estimated accuracy of +/- 6 seconds.
 QC0266
 QC0266.The orthometric height was determined by differential leveling
 QC0266.and adjusted in June 1991.
 QC0266
 QC0266.The geoid height was determined by GEOID03.
 QC0266
 QC0266.The dynamic height is computed by dividing the NAVD 88
 QC0266.geopotential number by the normal gravity value computed on the
 QC0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0266.degrees latitude (g = 980.6199 gals.).
 QC0266
 QC0266.The modeled gravity was interpolated from observed gravity values.
 QC0266
 QC0266;                    North         East    Units  Estimated Accuracy
 QC0266;SPC OR N     -   140,060.    2,592,100.      MT  (+/- 180 meters Scaled)
 QC0266
 QC0266                          SUPERSEDED SURVEY CONTROL
 QC0266
 QC0266  NGVD 29 (??/??/92)  655.584  (m)         2150.86   (f) ADJ UNCH    2 0
 QC0266
 QC0266.Superseded values are not recommended for survey control.
 QC0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0266.See file dsdata.txt to determine how the superseded data were derived.
 QC0266
 QC0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK158768(NAD 83)
 QC0266_MARKER: DB = BENCH MARK DISK
 QC0266_SETTING: 66 = SET IN ROCK OUTCROP
 QC0266_SP_SET: ROCK OUTCROP
 QC0266_STAMPING: F 410 1946
 QC0266_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QC0266+STABILITY: POSITION/ELEVATION WELL
 QC0266
 QC0266  HISTORY     - Date     Condition        Report By
 QC0266  HISTORY     - 1946     MONUMENTED       CGS
 QC0266
 QC0266                          STATION DESCRIPTION
 QC0266
 QC0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 QC0266'13.7 MI NE FROM MONUMENT.
 QC0266'13.7 MILES NORTHEAST ALONG THE NORTH FORK OF JOHN DAY RIVER FROM THE
 QC0266'POST OFFICE AT MONUMENT, GRANT COUNTY, ABOUT 300 FEET NORTH OF A CABIN
 QC0266'ON THE RIVER BANK, 50 FEET NORTH OF A LARGE PINE TREE ON THE NORTH
 QC0266'BANK OF A RAVINE, ABOUT 25 FEET WEST OF THE RIVER AT LOW WATER, IN THE
 QC0266'TOP OF A ROCK OUTCROP (THE LARGEST ONE OF THREE ALONG A TRAIL), ABOUT
 QC0266'10 FEET ABOVE LOW WATER, AND LEVEL WITH THE TRAIL.  A STANDARD DISK,
 QC0266'STAMPED F 410 1946.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0634 ***********************************************************************
 QC0634  DESIGNATION -  F 411
 QC0634  PID         -  QC0634
 QC0634  STATE/COUNTY-  OR/GRANT
 QC0634  USGS QUAD   -  RITTER (1995)
 QC0634
 QC0634                         *CURRENT SURVEY CONTROL
 QC0634  ___________________________________________________________________
 QC0634* NAD 83(1986)-  44 58 56.     (N)    119 13 34.     (W)     SCALED    
 QC0634* NAVD 88     -       721.822  (meters)    2368.18   (feet)  ADJUSTED  
 QC0634  ___________________________________________________________________
 QC0634  GEOID HEIGHT-         -18.86  (meters)                     GEOID03
 QC0634  DYNAMIC HT  -         721.606 (meters)    2367.47  (feet)  COMP
 QC0634  MODELED GRAV-     980,296.5   (mgal)                       NAVD 88
 QC0634
 QC0634  VERT ORDER  -  SECOND    CLASS 0
 QC0634
 QC0634.The horizontal coordinates were scaled from a topographic map and have
 QC0634.an estimated accuracy of +/- 6 seconds.
 QC0634
 QC0634.The orthometric height was determined by differential leveling
 QC0634.and adjusted in June 1991.
 QC0634
 QC0634.The geoid height was determined by GEOID03.
 QC0634
 QC0634.The dynamic height is computed by dividing the NAVD 88
 QC0634.geopotential number by the normal gravity value computed on the
 QC0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0634.degrees latitude (g = 980.6199 gals.).
 QC0634
 QC0634.The modeled gravity was interpolated from observed gravity values.
 QC0634
 QC0634;                    North         East    Units  Estimated Accuracy
 QC0634;SPC OR N     -   146,980.    2,600,460.      MT  (+/- 180 meters Scaled)
 QC0634
 QC0634                          SUPERSEDED SURVEY CONTROL
 QC0634
 QC0634  NGVD 29 (??/??/92)  720.659  (m)         2364.36   (f) ADJ UNCH    2 0
 QC0634
 QC0634.Superseded values are not recommended for survey control.
 QC0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0634.See file dsdata.txt to determine how the superseded data were derived.
 QC0634
 QC0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK244833(NAD 83)
 QC0634_MARKER: DB = BENCH MARK DISK
 QC0634_SETTING: 80 = SET IN A BOULDER
 QC0634_SP_SET: BOULDER
 QC0634_STAMPING: F 411 1946
 QC0634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0634+STABILITY: SURFACE MOTION
 QC0634
 QC0634  HISTORY     - Date     Condition        Report By
 QC0634  HISTORY     - 1946     MONUMENTED       CGS
 QC0634  HISTORY     - 1946     GOOD             NGS
 QC0634
 QC0634                          STATION DESCRIPTION
 QC0634
 QC0634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 QC0634'18.6 MI SW FROM DALE.
 QC0634'4.0 MILES NORTH ALONG U.S. HIGHWAY 395 FROM THE POST OFFICE AT DALE,
 QC0634'GRANT COUNTY, THENCE 14.6 MILES SOUTHWEST ALONG THE NORTH FORK OF JOHN
 QC0634'DAY RIVER.  AT THE SOUTHWEST END OF A BEND IN THE RIVER FROM THE
 QC0634'SOUTHEAST, 50 FEET SOUTHEAST OF A PINE TREE IN A GROUP OF THREE TREES
 QC0634'ON THE RIVER BANK (THE TREE HAS A TRIANGULAR BLAZE), IN A LARGE
 QC0634'BOULDER, AT THE LOW-WATER LINE AND ABOUT 3 FEET ABOVE THE LOW-WATER
 QC0634'LEVEL.  A STANDARD DISK, STAMPED F 411 1946.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0200 ***********************************************************************
 QC0200  DESIGNATION -  F 412
 QC0200  PID         -  QC0200
 QC0200  STATE/COUNTY-  OR/GRANT
 QC0200  USGS QUAD   -  FLOWERS GULCH (1990)
 QC0200
 QC0200                         *CURRENT SURVEY CONTROL
 QC0200  ___________________________________________________________________
 QC0200* NAD 83(1986)-  44 50 50.     (N)    119 04 22.     (W)     SCALED    
 QC0200* NAVD 88     -      1145.331  (meters)    3757.64   (feet)  ADJUSTED  
 QC0200  ___________________________________________________________________
 QC0200  GEOID HEIGHT-         -18.45  (meters)                     GEOID03
 QC0200  DYNAMIC HT  -        1144.951 (meters)    3756.39  (feet)  COMP
 QC0200  MODELED GRAV-     980,246.1   (mgal)                       NAVD 88
 QC0200
 QC0200  VERT ORDER  -  SECOND    CLASS 0
 QC0200
 QC0200.The horizontal coordinates were scaled from a topographic map and have
 QC0200.an estimated accuracy of +/- 6 seconds.
 QC0200
 QC0200.The orthometric height was determined by differential leveling
 QC0200.and adjusted in June 1991.
 QC0200
 QC0200.The geoid height was determined by GEOID03.
 QC0200
 QC0200.The dynamic height is computed by dividing the NAVD 88
 QC0200.geopotential number by the normal gravity value computed on the
 QC0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0200.degrees latitude (g = 980.6199 gals.).
 QC0200
 QC0200.The modeled gravity was interpolated from observed gravity values.
 QC0200
 QC0200;                    North         East    Units  Estimated Accuracy
 QC0200;SPC OR N     -   132,180.    2,612,820.      MT  (+/- 180 meters Scaled)
 QC0200
 QC0200                          SUPERSEDED SURVEY CONTROL
 QC0200
 QC0200  NGVD 29 (??/??/92) 1144.136  (m)         3753.72   (f) ADJ UNCH    2 0
 QC0200
 QC0200.Superseded values are not recommended for survey control.
 QC0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0200.See file dsdata.txt to determine how the superseded data were derived.
 QC0200
 QC0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK362680(NAD 83)
 QC0200_MARKER: DB = BENCH MARK DISK
 QC0200_SETTING: 66 = SET IN ROCK OUTCROP
 QC0200_SP_SET: BEDROCK
 QC0200_STAMPING: F 412 1946
 QC0200_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QC0200+STABILITY: POSITION/ELEVATION WELL
 QC0200
 QC0200  HISTORY     - Date     Condition        Report By
 QC0200  HISTORY     - 1946     MONUMENTED       CGS
 QC0200  HISTORY     - 1968     GOOD             NGS
 QC0200  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 QC0200
 QC0200                          STATION DESCRIPTION
 QC0200
 QC0200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 QC0200'10.1 MI N FROM LONG CREEK.
 QC0200'10.1 MILES NORTH ALONG U.S. HIGHWAY 395 FROM THE LONG CREEK POST
 QC0200'OFFICE, 0.15 MILE SOUTH OF MILE POST NO. 80, 400 FEET SOUTHEAST OF
 QC0200'WHERE THE HIGHWAY GOES THROUGH A ROCK CUT, 200 FEET SOUTHEAST OF A
 QC0200'METAL CULVERT, 120 FEET EAST AND ACROSS THE HIGHWAY FROM THE SOUTHEAST
 QC0200'END OF A GUARD RAIL, 33 FEET NORTHEAST OF THE CENTER OF U.S. HIGHWAY
 QC0200'395, 12 FEET SOUTH OF A 1-FOOT JUNIPER TREE, 5 FEET SOUTHWEST OF A
 QC0200'LOOSE BOULDER WITH THE LETTERS B M PAINTED ON IT, 1 FOOT EAST OF A
 QC0200'ROCK CAIRN AND 2 FEET ABOVE THE LEVEL OF THE HIGHWAY. IT IS CEMENTED
 QC0200'IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE SLOPE.
 QC0200
 QC0200                          STATION RECOVERY (1987)
 QC0200
 QC0200'RECOVERY NOTE BY US POWER SQUADRON 1987 (RCC)
 QC0200'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0857 ***********************************************************************
 RA0857  DESIGNATION -  F 413
 RA0857  PID         -  RA0857
 RA0857  STATE/COUNTY-  OR/WALLOWA
 RA0857  USGS QUAD   -  DEEP CREEK (1995)
 RA0857
 RA0857                         *CURRENT SURVEY CONTROL
 RA0857  ___________________________________________________________________
 RA0857* NAD 83(1986)-  45 51 14.     (N)    117 43 15.     (W)     SCALED    
 RA0857* NAVD 88     -       620.503  (meters)    2035.77   (feet)  ADJUSTED  
 RA0857  ___________________________________________________________________
 RA0857  GEOID HEIGHT-         -17.85  (meters)                     GEOID03
 RA0857  DYNAMIC HT  -         620.319 (meters)    2035.16  (feet)  COMP
 RA0857  MODELED GRAV-     980,302.8   (mgal)                       NAVD 88
 RA0857
 RA0857  VERT ORDER  -  SECOND    CLASS 0
 RA0857
 RA0857.The horizontal coordinates were scaled from a topographic map and have
 RA0857.an estimated accuracy of +/- 6 seconds.
 RA0857
 RA0857.The orthometric height was determined by differential leveling
 RA0857.and adjusted in June 1991.
 RA0857
 RA0857.The geoid height was determined by GEOID03.
 RA0857
 RA0857.The dynamic height is computed by dividing the NAVD 88
 RA0857.geopotential number by the normal gravity value computed on the
 RA0857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0857.degrees latitude (g = 980.6199 gals.).
 RA0857
 RA0857.The modeled gravity was interpolated from observed gravity values.
 RA0857
 RA0857;                    North         East    Units  Estimated Accuracy
 RA0857;SPC OR N     -   246,770.    2,715,800.      MT  (+/- 180 meters Scaled)
 RA0857
 RA0857                          SUPERSEDED SURVEY CONTROL
 RA0857
 RA0857  NGVD 29 (??/??/92)  619.338  (m)         2031.94   (f) ADJ UNCH    2 0
 RA0857
 RA0857.Superseded values are not recommended for survey control.
 RA0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0857.See file dsdata.txt to determine how the superseded data were derived.
 RA0857
 RA0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML440780(NAD 83)
 RA0857_MARKER: DB = BENCH MARK DISK
 RA0857_SETTING: 80 = SET IN A BOULDER
 RA0857_SP_SET: BOULDER
 RA0857_STAMPING: F 413 1946
 RA0857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0857+STABILITY: SURFACE MOTION
 RA0857
 RA0857  HISTORY     - Date     Condition        Report By
 RA0857  HISTORY     - 1946     MONUMENTED       CGS
 RA0857  HISTORY     - 1967     GOOD             USGS
 RA0857  HISTORY     - 19671031 GOOD             USPSQD
 RA0857
 RA0857                          STATION DESCRIPTION
 RA0857
 RA0857'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 RA0857'12.5 MI N FROM RONDOWA.
 RA0857'12.5 MILES NORTH OF RONDOWA ALONG THE GRANDE RONDE RIVER, SET IN A
 RA0857'PROMINENT BOULDER LYING ON A FLAT BAR ON THE SOUTH SIDE OF THE RIVER,
 RA0857'ON LEVEL WITH HIGH WATER LEVEL, 2 FEET FROM HIGH-WATER LINE, 80 FEET
 RA0857'WEST OF A CAMPING AREA, 20 FEET NORTH OF A LARGE PINE TREE WITH A DEAD
 RA0857'TOP AND TRIANGULAR BLAZE FACING THE MARK, 12 FEET EAST OF A LARGE
 RA0857'COTTONWOOD TREE.
 RA0857
 RA0857                          STATION RECOVERY (1967)
 RA0857
 RA0857'RECOVERY NOTE BY US POWER SQUADRON 1967 (CGM)
 RA0857'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0516 ***********************************************************************
 QC0516  DESIGNATION -  F 415
 QC0516  PID         -  QC0516
 QC0516  STATE/COUNTY-  OR/GRANT
 QC0516  USGS QUAD   -  MT MISERY (1990)
 QC0516
 QC0516                         *CURRENT SURVEY CONTROL
 QC0516  ___________________________________________________________________
 QC0516* NAD 83(1986)-  44 39 55.     (N)    119 39 00.     (W)     SCALED    
 QC0516* NAVD 88     -       620.514  (meters)    2035.80   (feet)  ADJUSTED  
 QC0516  ___________________________________________________________________
 QC0516  GEOID HEIGHT-         -19.28  (meters)                     GEOID03
 QC0516  DYNAMIC HT  -         620.354 (meters)    2035.28  (feet)  COMP
 QC0516  MODELED GRAV-     980,340.1   (mgal)                       NAVD 88
 QC0516
 QC0516  VERT ORDER  -  FIRST     CLASS II
 QC0516
 QC0516.The horizontal coordinates were scaled from a topographic map and have
 QC0516.an estimated accuracy of +/- 6 seconds.
 QC0516
 QC0516.The orthometric height was determined by differential leveling
 QC0516.and adjusted in June 1991.
 QC0516
 QC0516.The geoid height was determined by GEOID03.
 QC0516
 QC0516.The dynamic height is computed by dividing the NAVD 88
 QC0516.geopotential number by the normal gravity value computed on the
 QC0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0516.degrees latitude (g = 980.6199 gals.).
 QC0516
 QC0516.The modeled gravity was interpolated from observed gravity values.
 QC0516
 QC0516;                    North         East    Units  Estimated Accuracy
 QC0516;SPC OR N     -   111,320.    2,567,400.      MT  (+/- 180 meters Scaled)
 QC0516
 QC0516                          SUPERSEDED SURVEY CONTROL
 QC0516
 QC0516  NGVD 29 (??/??/92)  619.401  (m)         2032.15   (f) ADJ UNCH    1 2
 QC0516
 QC0516.Superseded values are not recommended for survey control.
 QC0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0516.See file dsdata.txt to determine how the superseded data were derived.
 QC0516
 QC0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKK899491(NAD 83)
 QC0516_MARKER: DB = BENCH MARK DISK
 QC0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0516_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QC0516_STAMPING: F 415 1945
 QC0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0516+STABILITY: SURFACE MOTION
 QC0516
 QC0516  HISTORY     - Date     Condition        Report By
 QC0516  HISTORY     - 1945     MONUMENTED       CGS
 QC0516  HISTORY     - 1963     GOOD             NGS
 QC0516
 QC0516                          STATION DESCRIPTION
 QC0516
 QC0516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 QC0516'7.9 MI S FROM KIMBERLY.
 QC0516'7.9 MILES SOUTH ALONG STATE HIGHWAY 19 FROM THE KIMBERLY POST OFFICE,
 QC0516'0.1 MILE NORTHWEST OF MILE POST NO. 113, 24 FEET NORTHEAST OF THE
 QC0516'CENTER OF THE HIGHWAY AND 1 FOOT NORTHWEST OF A METAL WITNESS POST.
 QC0516'THE MONUMENT PROJECTS 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0437 ***********************************************************************
 RA0437  DESIGNATION -  F 416
 RA0437  PID         -  RA0437
 RA0437  STATE/COUNTY-  OR/WALLOWA
 RA0437  USGS QUAD   -  LICK CREEK (1990)
 RA0437
 RA0437                         *CURRENT SURVEY CONTROL
 RA0437  ___________________________________________________________________
 RA0437* NAD 83(1986)-  45 11 03.     (N)    117 03 00.     (W)     SCALED    
 RA0437* NAVD 88     -      1651.167  (meters)    5417.20   (feet)  ADJUSTED  
 RA0437  ___________________________________________________________________
 RA0437  GEOID HEIGHT-         -15.38  (meters)                     GEOID03
 RA0437  DYNAMIC HT  -        1650.500 (meters)    5415.02  (feet)  COMP
 RA0437  MODELED GRAV-     980,153.7   (mgal)                       NAVD 88
 RA0437
 RA0437  VERT ORDER  -  SECOND    CLASS 0
 RA0437
 RA0437.The horizontal coordinates were scaled from a topographic map and have
 RA0437.an estimated accuracy of +/- 6 seconds.
 RA0437
 RA0437.The orthometric height was determined by differential leveling
 RA0437.and adjusted in June 1991.
 RA0437
 RA0437.The geoid height was determined by GEOID03.
 RA0437
 RA0437.The dynamic height is computed by dividing the NAVD 88
 RA0437.geopotential number by the normal gravity value computed on the
 RA0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0437.degrees latitude (g = 980.6199 gals.).
 RA0437
 RA0437.The modeled gravity was interpolated from observed gravity values.
 RA0437
 RA0437;                    North         East    Units  Estimated Accuracy
 RA0437;SPC OR N     -   174,420.    2,771,040.      MT  (+/- 180 meters Scaled)
 RA0437
 RA0437                          SUPERSEDED SURVEY CONTROL
 RA0437
 RA0437  NGVD 29 (??/??/92) 1649.852  (m)         5412.89   (f) ADJ UNCH    2 0
 RA0437
 RA0437.Superseded values are not recommended for survey control.
 RA0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0437.See file dsdata.txt to determine how the superseded data were derived.
 RA0437
 RA0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML960034(NAD 83)
 RA0437_MARKER: DB = BENCH MARK DISK
 RA0437_SETTING: 80 = SET IN A BOULDER
 RA0437_SP_SET: BOULDER
 RA0437_STAMPING: F 416 1946
 RA0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0437+STABILITY: SURFACE MOTION
 RA0437
 RA0437  HISTORY     - Date     Condition        Report By
 RA0437  HISTORY     - 1946     MONUMENTED       CGS
 RA0437
 RA0437                          STATION DESCRIPTION
 RA0437
 RA0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RA0437'23.5 MI SE FROM JOSEPH.
 RA0437'ABOUT 23.5 MILES SOUTHEAST ALONG THE LICK CREEK ROAD FROM THE POST
 RA0437'OFFICE AT JOSEPH, 21 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 19
 RA0437'FEET SOUTHWEST OF THE SOUTHWEST ABUTMENT OF A WOOD BRIDGE OVER BIG
 RA0437'SHEEP CREEK, ABOUT 6 FEET ABOVE THE WATER LINE, AND SET IN THE TOP OF
 RA0437'A BOULDER ABOUT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0333 ***********************************************************************
 RC0333  DESIGNATION -  F 417
 RC0333  PID         -  RC0333
 RC0333  STATE/COUNTY-  OR/GILLIAM
 RC0333  USGS QUAD   -  SCHOTT CANYON (1970)
 RC0333
 RC0333                         *CURRENT SURVEY CONTROL
 RC0333  ___________________________________________________________________
 RC0333* NAD 83(1991)-  45 14 34.33921(N)    120 17 06.49359(W)     ADJUSTED  
 RC0333* NAVD 88     -      1001.289  (meters)    3285.06   (feet)  ADJUSTED  
 RC0333  ___________________________________________________________________
 RC0333  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 RC0333  GEOID HEIGHT-         -20.55  (meters)                     GEOID03
 RC0333  DYNAMIC HT  -        1001.123 (meters)    3284.52  (feet)  COMP
 RC0333  MODELED GRAV-     980,414.8   (mgal)                       NAVD 88
 RC0333
 RC0333  HORZ ORDER  -  FIRST
 RC0333  VERT ORDER  -  SECOND    CLASS 0
 RC0333
 RC0333.The horizontal coordinates were established by classical geodetic methods
 RC0333.and adjusted by the National Geodetic Survey in October 1991.
 RC0333
 RC0333.The orthometric height was determined by differential leveling
 RC0333.and adjusted in June 1991.
 RC0333
 RC0333.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC0333
 RC0333.The geoid height was determined by GEOID03.
 RC0333
 RC0333.The dynamic height is computed by dividing the NAVD 88
 RC0333.geopotential number by the normal gravity value computed on the
 RC0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0333.degrees latitude (g = 980.6199 gals.).
 RC0333
 RC0333.The modeled gravity was interpolated from observed gravity values.
 RC0333
 RC0333;                    North         East     Units Scale Factor Converg.
 RC0333;SPC OR N     -   175,172.609 2,516,867.750   MT  0.99989542   +0 09 08.6
 RC0333;SPC OR N     -   574,713.28  8,257,440.12   iFT  0.99989542   +0 09 08.6
 RC0333;UTM  10      - 5,013,516.817   713,066.253   MT  1.00015822   +1 55 42.7
 RC0333
 RC0333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC0333!SPC OR N     -   0.99984626  x   0.99989542  =   0.99974170
 RC0333!UTM  10      -   0.99984626  x   1.00015822  =   1.00000446
 RC0333
 RC0333:                Primary Azimuth Mark                     Grid Az
 RC0333:SPC OR N     -  LINVILLE 3                               240 23 42.5
 RC0333:UTM  10      -  LINVILLE 3                               238 37 08.4
 RC0333
 RC0333|---------------------------------------------------------------------|
 RC0333| PID    Reference Object                     Distance      Geod. Az  |
 RC0333|                                                           dddmmss.s |
 RC0333| RC2541 LINVILLE 3                          APPROX. 1.0 KM 2403251.1 |
 RC0333|---------------------------------------------------------------------|
 RC0333
 RC0333                          SUPERSEDED SURVEY CONTROL
 RC0333
 RC0333  NAD 83(1986)-  45 14 34.34693(N)    120 17 06.48688(W) AD(       ) 1
 RC0333  NAD 27      -  45 14 34.88403(N)    120 17 02.34858(W) AD(       ) 1
 RC0333  NGVD 29 (??/??/92) 1000.234  (m)         3281.60   (f) ADJ UNCH    2 0
 RC0333
 RC0333.Superseded values are not recommended for survey control.
 RC0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0333.See file dsdata.txt to determine how the superseded data were derived.
 RC0333
 RC0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGR1306613517(NAD 83)
 RC0333_MARKER: DB = BENCH MARK DISK
 RC0333_SETTING: 0 = UNSPECIFIED SETTING
 RC0333_STAMPING: F 417 1946
 RC0333_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC0333
 RC0333  HISTORY     - Date     Condition        Report By
 RC0333  HISTORY     - 1946     MONUMENTED       CGS
 RC0333  HISTORY     - 1971     GOOD             NGS
 RC0333
 RC0333                          STATION DESCRIPTION
 RC0333
 RC0333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 RC0333'5 MI W FROM CONDON.
 RC0333'TO REACH FROM THE POST OFFICE IN CONDON GO NORTH ON MAIN STREET FOR
 RC0333'0.2 MILE TO THE JUNCTION OF STATE HIGHWAYS 19 AND 206.  TURN LEFT AND
 RC0333'GO WEST ON STATE HIGHWAY 206 FOR 4.3 MILES TO A PAVED ROAD LEFT, TURN
 RC0333'LEFT AND GO WESTERLY FOR 0.7 MILES TO THE MARK ON THE RIGHT.  THE MARK
 RC0333'IS 27 FEET NORTH OF THE CENTERLINE OF THE PAVED ROAD, 11.4 FEET SOUTH
 RC0333'OF A FENCE, 2.3 FEET WEST OF A 4 X 4-INCH WOODEN WITNESS POST AND 0.5
 RC0333'FOOT EAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0611 ***********************************************************************
 RC0611  DESIGNATION -  F 418
 RC0611  PID         -  RC0611
 RC0611  STATE/COUNTY-  OR/SHERMAN
 RC0611  USGS QUAD   -  KLONDIKE (1971)
 RC0611
 RC0611                         *CURRENT SURVEY CONTROL
 RC0611  ___________________________________________________________________
 RC0611* NAD 83(1986)-  45 30 16.     (N)    120 34 11.     (W)     SCALED    
 RC0611* NAVD 88     -       536.454  (meters)    1760.02   (feet)  ADJUSTED  
 RC0611  ___________________________________________________________________
 RC0611  GEOID HEIGHT-         -21.33  (meters)                     GEOID03
 RC0611  DYNAMIC HT  -         536.404 (meters)    1759.85  (feet)  COMP
 RC0611  MODELED GRAV-     980,505.0   (mgal)                       NAVD 88
 RC0611
 RC0611  VERT ORDER  -  SECOND    CLASS 0
 RC0611
 RC0611.The horizontal coordinates were scaled from a topographic map and have
 RC0611.an estimated accuracy of +/- 6 seconds.
 RC0611
 RC0611.The orthometric height was determined by differential leveling
 RC0611.and adjusted in June 1991.
 RC0611
 RC0611.The geoid height was determined by GEOID03.
 RC0611
 RC0611.The dynamic height is computed by dividing the NAVD 88
 RC0611.geopotential number by the normal gravity value computed on the
 RC0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0611.degrees latitude (g = 980.6199 gals.).
 RC0611
 RC0611.The modeled gravity was interpolated from observed gravity values.
 RC0611
 RC0611;                    North         East    Units  Estimated Accuracy
 RC0611;SPC OR N     -   204,220.    2,494,550.      MT  (+/- 180 meters Scaled)
 RC0611
 RC0611                          SUPERSEDED SURVEY CONTROL
 RC0611
 RC0611  NGVD 29 (??/??/92)  535.451  (m)         1756.73   (f) ADJ UNCH    2 0
 RC0611
 RC0611.Superseded values are not recommended for survey control.
 RC0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0611.See file dsdata.txt to determine how the superseded data were derived.
 RC0611
 RC0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR898418(NAD 83)
 RC0611_MARKER: DB = BENCH MARK DISK
 RC0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC0611_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC0611_STAMPING: F 418 1946
 RC0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0611+STABILITY: SURFACE MOTION
 RC0611
 RC0611  HISTORY     - Date     Condition        Report By
 RC0611  HISTORY     - 1946     MONUMENTED       CGS
 RC0611  HISTORY     - 1962     GOOD             NGS
 RC0611
 RC0611                          STATION DESCRIPTION
 RC0611
 RC0611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RC0611'9.0 MI SE FROM WASCO.
 RC0611'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 97 AND STATE HIGHWAY 206 AT
 RC0611'WASCO GO SOUTHEAST ON STATE HIGHWAY 206 FOR ABOUT 9.0 MILES TO A CROSS
 RC0611'ROAD, ABOUT 70 YARDS EAST OF THE CENTER LINE OF STATE HIGHWAY 206, 33
 RC0611'FEET NORTH OF THE CENTER LINE OF THE OLD HIGHWAY AND ABOUT 5 FEET
 RC0611'HIGHER, JUST SOUTH OF THE FENCE LINE, 1 FOOT WEST OF A WOOD WITNESS
 RC0611'POST, AND 0.5 FOOT EAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0594 ***********************************************************************
 QD0594  DESIGNATION -  F 419
 QD0594  PID         -  QD0594
 QD0594  STATE/COUNTY-  OR/JEFFERSON
 QD0594  USGS QUAD   -  ROUND BUTTE DAM (1992)
 QD0594
 QD0594                         *CURRENT SURVEY CONTROL
 QD0594  ___________________________________________________________________
 QD0594* NAD 83(1986)-  44 32 38.     (N)    121 15 33.     (W)     SCALED    
 QD0594* NAVD 88     -       726.480  (meters)    2383.46   (feet)  ADJUSTED  
 QD0594  ___________________________________________________________________
 QD0594  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 QD0594  DYNAMIC HT  -         726.276 (meters)    2382.79  (feet)  COMP
 QD0594  MODELED GRAV-     980,313.7   (mgal)                       NAVD 88
 QD0594
 QD0594  VERT ORDER  -  SECOND    CLASS 0
 QD0594
 QD0594.The horizontal coordinates were scaled from a topographic map and have
 QD0594.an estimated accuracy of +/- 6 seconds.
 QD0594
 QD0594.The orthometric height was determined by differential leveling
 QD0594.and adjusted in June 1991.
 QD0594
 QD0594.The geoid height was determined by GEOID03.
 QD0594
 QD0594.The dynamic height is computed by dividing the NAVD 88
 QD0594.geopotential number by the normal gravity value computed on the
 QD0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0594.degrees latitude (g = 980.6199 gals.).
 QD0594
 QD0594.The modeled gravity was interpolated from observed gravity values.
 QD0594
 QD0594;                    North         East    Units  Estimated Accuracy
 QD0594;SPC OR N     -    97,760.    2,439,670.      MT  (+/- 180 meters Scaled)
 QD0594
 QD0594                          SUPERSEDED SURVEY CONTROL
 QD0594
 QD0594  NGVD 29 (??/??/92)  725.384  (m)         2379.86   (f) ADJ UNCH    2 0
 QD0594
 QD0594.Superseded values are not recommended for survey control.
 QD0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0594.See file dsdata.txt to determine how the superseded data were derived.
 QD0594
 QD0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ382337(NAD 83)
 QD0594_MARKER: DB = BENCH MARK DISK
 QD0594_SETTING: 66 = SET IN ROCK OUTCROP
 QD0594_SP_SET: BEDROCK
 QD0594_STAMPING: F 419 1946
 QD0594_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QD0594+STABILITY: POSITION/ELEVATION WELL
 QD0594
 QD0594  HISTORY     - Date     Condition        Report By
 QD0594  HISTORY     - 1946     MONUMENTED       CGS
 QD0594  HISTORY     - 1975     GOOD             NGS
 QD0594
 QD0594                          STATION DESCRIPTION
 QD0594
 QD0594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 QD0594'4 MI NW FROM CULVER.
 QD0594'REACHED FROM THE CULVER POST OFFICE GO WEST ON C STREET, AND HUBER
 QD0594'LANE FOR 0.9 MILE TO A T INTERSECTION, TURN RIGHT, AND GO NORTH ON
 QD0594'FEATHER DRIVE FOR 0.9 MILE TO A SIDE ROAD LEFT, TURN LEFT, AND GO
 QD0594'WEST, AND NORTH ON FISCH ROAD FOR 1.0 MILE TO A SIDE ROAD LEFT, JUST
 QD0594'SOUTHEAST OF A TEXACO SERVICE STATION, TURN LEFT, AND GO WEST AS PER
 QD0594'SIGN, COVE STATE PARK, FOR 1.05 MILE TO THE ENTRANCE TO A STATE PARK,
 QD0594'AND THE BENCH MARK ON THE LEFT, 180 FEET WEST OF THE GATE AT THE
 QD0594'ENTRANCE TO THE STATE PARK, 35 FEET SOUTHEAST OF A FENCE CORNER OF THE
 QD0594'CYCLONE FENCE, 29 FEET EAST OF THE MIDDLE STUB OF 3-STUB POWER POLES,
 QD0594'AND 3 FEET SOUTHEAST OF A METAL WITNESS POST, CEMENTED IN A DRILL HOLE
 QD0594'IN BEDROCK THAT PROJECTS 3-INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0233 ***********************************************************************
 OA0233  DESIGNATION -  F 42
 OA0233  PID         -  OA0233
 OA0233  STATE/COUNTY-  OR/CURRY
 OA0233  USGS QUAD   -  CAPE SEBASTIAN (1986)
 OA0233
 OA0233                         *CURRENT SURVEY CONTROL
 OA0233  ___________________________________________________________________
 OA0233* NAD 83(1986)-  42 16 19.     (N)    124 23 46.     (W)     SCALED    
 OA0233* NAVD 88     -         8.641  (meters)      28.35   (feet)  POSTED    
 OA0233  ___________________________________________________________________
 OA0233  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 OA0233  DYNAMIC HT  -           8.640 (meters)      28.35  (feet)  COMP
 OA0233  MODELED GRAV-     980,346.3   (mgal)                       NAVD 88
 OA0233
 OA0233  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 OA0233
 OA0233.The horizontal coordinates were scaled from a topographic map and have
 OA0233.an estimated accuracy of +/- 6 seconds.
 OA0233
 OA0233.The orthometric height was determined by differential leveling
 OA0233.and adjusted by the  in 1992.
 OA0233.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 OA0233.rate of 1.1 thru 2.0 mm/km.
 OA0233
 OA0233.The geoid height was determined by GEOID03.
 OA0233
 OA0233.The dynamic height is computed by dividing the NAVD 88
 OA0233.geopotential number by the normal gravity value computed on the
 OA0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0233.degrees latitude (g = 980.6199 gals.).
 OA0233
 OA0233.The modeled gravity was interpolated from observed gravity values.
 OA0233
 OA0233;                    North         East    Units  Estimated Accuracy
 OA0233;SPC OR S     -    74,710.    1,178,690.      MT  (+/- 180 meters Scaled)
 OA0233
 OA0233                          SUPERSEDED SURVEY CONTROL
 OA0233
 OA0233  NGVD 29 (??/??/92)    7.541  (m)           24.74   (f) ADJ UNCH    1 2
 OA0233
 OA0233.Superseded values are not recommended for survey control.
 OA0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0233.See file dsdata.txt to determine how the superseded data were derived.
 OA0233
 OA0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCM848809(NAD 83)
 OA0233_MARKER: DD = SURVEY DISK
 OA0233_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OA0233_SP_SET: BRIDGE
 OA0233_STAMPING: F 42 1931
 OA0233_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OA0233
 OA0233  HISTORY     - Date     Condition        Report By
 OA0233  HISTORY     - 1931     MONUMENTED       ORHD
 OA0233  HISTORY     - 1942     GOOD             NGS
 OA0233  HISTORY     - 1982     MARK NOT FOUND   USGS
 OA0233  HISTORY     - 1988     MARK NOT FOUND   NGS
 OA0233
 OA0233                          STATION DESCRIPTION
 OA0233
 OA0233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 OA0233'13.5 MI S FROM GOLD BEACH.
 OA0233'13.5 MILES SOUTH ALONG THE OREGON COAST HIGHWAY (U.S. 101) FROM THE
 OA0233'POST OFFICE AT GOLD BEACH, CURRY COUNTY, AT THE NORTHWEST CORNER OF A
 OA0233'BRIDGE OVER PISTOL RIVER, IN THE TOP OF THE CONCRETE WALL OF THE
 OA0233'APPROACH, AND 1 FOOT FROM THE END.  AN OREGON STATE HIGHWAY DEPARTMENT
 OA0233'STANDARD DISK, STAMPED F 42 1931.
 OA0233
 OA0233                          STATION RECOVERY (1982)
 OA0233
 OA0233'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 OA0233'MARK NOT FOUND.
 OA0233
 OA0233                          STATION RECOVERY (1988)
 OA0233
 OA0233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 OA0233'THERE IS A NEW BRIDGE AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0779 ***********************************************************************
 QD0779  DESIGNATION -  F 420
 QD0779  PID         -  QD0779
 QD0779  STATE/COUNTY-  OR/JEFFERSON
 QD0779  USGS QUAD   -  STEELHEAD FALLS (1992)
 QD0779
 QD0779                         *CURRENT SURVEY CONTROL
 QD0779  ___________________________________________________________________
 QD0779* NAD 83(1986)-  44 26 32.     (N)    121 18 57.     (W)     SCALED    
 QD0779* NAVD 88     -       672.640  (meters)    2206.82   (feet)  ADJUSTED  
 QD0779  ___________________________________________________________________
 QD0779  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 QD0779  DYNAMIC HT  -         672.436 (meters)    2206.15  (feet)  COMP
 QD0779  MODELED GRAV-     980,293.6   (mgal)                       NAVD 88
 QD0779
 QD0779  VERT ORDER  -  SECOND    CLASS 0
 QD0779
 QD0779.The horizontal coordinates were scaled from a topographic map and have
 QD0779.an estimated accuracy of +/- 6 seconds.
 QD0779
 QD0779.The orthometric height was determined by differential leveling
 QD0779.and adjusted in June 1991.
 QD0779
 QD0779.The geoid height was determined by GEOID03.
 QD0779
 QD0779.The dynamic height is computed by dividing the NAVD 88
 QD0779.geopotential number by the normal gravity value computed on the
 QD0779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0779.degrees latitude (g = 980.6199 gals.).
 QD0779
 QD0779.The modeled gravity was interpolated from observed gravity values.
 QD0779
 QD0779;                    North         East    Units  Estimated Accuracy
 QD0779;SPC OR N     -    86,510.    2,435,060.      MT  (+/- 180 meters Scaled)
 QD0779
 QD0779                          SUPERSEDED SURVEY CONTROL
 QD0779
 QD0779  NGVD 29 (??/??/92)  671.541  (m)         2203.21   (f) ADJ UNCH    2 0
 QD0779
 QD0779.Superseded values are not recommended for survey control.
 QD0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0779.See file dsdata.txt to determine how the superseded data were derived.
 QD0779
 QD0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ340223(NAD 83)
 QD0779_MARKER: DB = BENCH MARK DISK
 QD0779_SETTING: 80 = SET IN A BOULDER
 QD0779_SP_SET: BOULDER
 QD0779_STAMPING: F 420 1946
 QD0779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0779+STABILITY: SURFACE MOTION
 QD0779
 QD0779  HISTORY     - Date     Condition        Report By
 QD0779  HISTORY     - 1946     MONUMENTED       CGS
 QD0779
 QD0779                          STATION DESCRIPTION
 QD0779
 QD0779'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 QD0779'8.4 MI N FROM LOWER BRIDGE.
 QD0779'ALONG DESCHUTES RIVER, ABOUT 8.4 MILES NORTH OF LOWER BRIDGE, 75 FEET
 QD0779'UPSTREAM FROM UPPER END OF RAPIDS IN SHARP BEND IN RIVER, SET IN
 QD0779'BOULDER IN OPEN SPACE ON EAST BANK WHERE STOCK COME TO RIVER FOR
 QD0779'WATER, 10 FEET EAST OF EDGE OF RIVER, 12 FEET WEST OF 14 INCH JUNIPER
 QD0779'TREE, ABOUT 5 FEET ABOVE WATER LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0045 ***********************************************************************
 PB0045  DESIGNATION -  F 421
 PB0045  PID         -  PB0045
 PB0045  STATE/COUNTY-  OR/LAKE
 PB0045  USGS QUAD   -  GLASS BUTTE (1983)
 PB0045
 PB0045                         *CURRENT SURVEY CONTROL
 PB0045  ___________________________________________________________________
 PB0045* NAD 83(1986)-  43 31 47.     (N)    120 06 22.     (W)     SCALED    
 PB0045* NAVD 88     -      1452.885  (meters)    4766.67   (feet)  ADJUSTED  
 PB0045  ___________________________________________________________________
 PB0045  GEOID HEIGHT-         -19.72  (meters)                     GEOID03
 PB0045  DYNAMIC HT  -        1452.141 (meters)    4764.23  (feet)  COMP
 PB0045  MODELED GRAV-     980,056.0   (mgal)                       NAVD 88
 PB0045
 PB0045  VERT ORDER  -  SECOND    CLASS I
 PB0045
 PB0045.The horizontal coordinates were scaled from a topographic map and have
 PB0045.an estimated accuracy of +/- 6 seconds.
 PB0045
 PB0045.The orthometric height was determined by differential leveling
 PB0045.and adjusted in June 1991.
 PB0045
 PB0045.The geoid height was determined by GEOID03.
 PB0045
 PB0045.The dynamic height is computed by dividing the NAVD 88
 PB0045.geopotential number by the normal gravity value computed on the
 PB0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0045.degrees latitude (g = 980.6199 gals.).
 PB0045
 PB0045.The modeled gravity was interpolated from observed gravity values.
 PB0045
 PB0045;                    North         East    Units  Estimated Accuracy
 PB0045;SPC OR S     -   207,030.    1,531,840.      MT  (+/- 180 meters Scaled)
 PB0045
 PB0045                          SUPERSEDED SURVEY CONTROL
 PB0045
 PB0045.No superseded survey control is available for this station.
 PB0045
 PB0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGP338237(NAD 83)
 PB0045_MARKER: DB = BENCH MARK DISK
 PB0045_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PB0045_SP_SET: CONCRETE BASE
 PB0045_STAMPING: F 421 1977
 PB0045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PB0045
 PB0045  HISTORY     - Date     Condition        Report By
 PB0045  HISTORY     - 1977     MONUMENTED       NGS
 PB0045
 PB0045                          STATION DESCRIPTION
 PB0045
 PB0045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 PB0045'12.5 MI SE FROM HAMPTON.
 PB0045'REACHED FROM HAMPTON GO SOUTHEAST ON U.S. HIGHWAY 20 FOR 7.9 MILES TO
 PB0045'A SIDE ROAD RIGHT, AT THE SIGN, STAUFFER, TURN RIGHT, AND GO SOUTH,
 PB0045'AND SOUTHEAST ON THE MAIN TRAVELED ROAD FOR 3.4 MILES TO A CATTLE
 PB0045'GUARD.  CONTINUE SOUTHEAST FOR 1.55 MILE TO A WATER TANK, AND THE
 PB0045'BENCH MARK ON THE LEFT, 135 FEET NORTHWEST OF A LONE JUNIPER TREE, 121
 PB0045'FEET NORTHWEST OF THE NORTHWEST END OF THE WATER TANK, 91 FEET NORTH
 PB0045'OF THE CENTER OF THE ROAD, 21 FEET EAST OF THE EAST END OF A GATE, 1.5
 PB0045'FEET EAST OF A METAL WITNESS POST, AND 1 FOOT SOUTH OF THE FENCE, A
 PB0045'STANDARD DISK ON A PIPE THAT IS SET IN A CONCRETE BASE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0288 ***********************************************************************
 RA0288  DESIGNATION -  F 422
 RA0288  PID         -  RA0288
 RA0288  STATE/COUNTY-  OR/BAKER
 RA0288  USGS QUAD   -  HOMESTEAD (1990)
 RA0288
 RA0288                         *CURRENT SURVEY CONTROL
 RA0288  ___________________________________________________________________
 RA0288* NAD 83(1986)-  45 02 56.     (N)    116 48 55.     (W)     SCALED    
 RA0288* NAVD 88     -       509.497  (meters)    1671.57   (feet)  ADJUSTED  
 RA0288  ___________________________________________________________________
 RA0288  GEOID HEIGHT-         -15.90  (meters)                     GEOID03
 RA0288  DYNAMIC HT  -         509.372 (meters)    1671.16  (feet)  COMP
 RA0288  MODELED GRAV-     980,356.9   (mgal)                       NAVD 88
 RA0288
 RA0288  VERT ORDER  -  SECOND    CLASS 0
 RA0288
 RA0288.The horizontal coordinates were scaled from a topographic map and have
 RA0288.an estimated accuracy of +/- 6 seconds.
 RA0288
 RA0288.The orthometric height was determined by differential leveling
 RA0288.and adjusted in June 1991.
 RA0288
 RA0288.The geoid height was determined by GEOID03.
 RA0288
 RA0288.The dynamic height is computed by dividing the NAVD 88
 RA0288.geopotential number by the normal gravity value computed on the
 RA0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0288.degrees latitude (g = 980.6199 gals.).
 RA0288
 RA0288.The modeled gravity was interpolated from observed gravity values.
 RA0288
 RA0288;                    North         East    Units  Estimated Accuracy
 RA0288;SPC OR N     -   160,210.    2,790,150.      MT  (+/- 180 meters Scaled)
 RA0288
 RA0288                          SUPERSEDED SURVEY CONTROL
 RA0288
 RA0288  NGVD 29 (??/??/92)  508.461  (m)         1668.18   (f) ADJ UNCH    2 0
 RA0288
 RA0288.Superseded values are not recommended for survey control.
 RA0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0288.See file dsdata.txt to determine how the superseded data were derived.
 RA0288
 RA0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK145883(NAD 83)
 RA0288_MARKER: DD = SURVEY DISK
 RA0288_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RA0288_SP_SET: ABUTMENT
 RA0288_STAMPING: F 422
 RA0288_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RA0288
 RA0288  HISTORY     - Date     Condition        Report By
 RA0288  HISTORY     - UNK      MONUMENTED       ORDT
 RA0288  HISTORY     - 1946     GOOD             NGS
 RA0288  HISTORY     - 19871015 MARK NOT FOUND   USPSQD
 RA0288
 RA0288                          STATION DESCRIPTION
 RA0288
 RA0288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RA0288'2.0 MI NE FROM HOMESTEAD.
 RA0288'ALONG THE HOMESTEAD-CUPRUM ROAD, 2.0 MILES NORTHEAST OF THE POST
 RA0288'OFFICE AT HOMESTEAD, AT THE NORTHWEST END OF A STEEL BRIDGE OVER THE
 RA0288'SNAKE RIVER, 13.0 FEET SOUTHWEST OF CENTER OF AND 3.8 FEET BELOW THE
 RA0288'TOP OF THE FLOOR OF THE BRIDGE, STATE HIGHWAY DEPARTMENT BRONZE DISK
 RA0288'SET IN TOP OF AND 1.3 FOOT SOUTHEAST OF THE NORTHWEST EDGE OF AND 0.8
 RA0288'FOOT NORTHEAST OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE ABUTMENT
 RA0288'FOR THE BRIDGE.  NOTE-- THIS BENCH MARK WAS STAMPED F 422 IN JUNE OF
 RA0288'1946 BY A PARTY UNDER THE SUPERVISION OF LT. COMDR. IRA R. RUBOTTOM
 RA0288'AND IN CHARGE OF GEORGE WRIGHT.
 RA0288
 RA0288                          STATION RECOVERY (1987)
 RA0288
 RA0288'RECOVERY NOTE BY US POWER SQUADRON 1987 (JWL)
 RA0288'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0119 ***********************************************************************
 QD0119  DESIGNATION -  F 423
 QD0119  PID         -  QD0119
 QD0119  STATE/COUNTY-  OR/WASCO
 QD0119  USGS QUAD   -  MUDDY RANCH (1987)
 QD0119
 QD0119                         *CURRENT SURVEY CONTROL
 QD0119  ___________________________________________________________________
 QD0119* NAD 83(1986)-  44 46 40.     (N)    120 23 59.     (W)     SCALED    
 QD0119* NAVD 88     -       428.996  (meters)    1407.46   (feet)  ADJUSTED  
 QD0119  ___________________________________________________________________
 QD0119  GEOID HEIGHT-         -20.52  (meters)                     GEOID03
 QD0119  DYNAMIC HT  -         428.908 (meters)    1407.18  (feet)  COMP
 QD0119  MODELED GRAV-     980,400.0   (mgal)                       NAVD 88
 QD0119
 QD0119  VERT ORDER  -  SECOND    CLASS 0
 QD0119
 QD0119.The horizontal coordinates were scaled from a topographic map and have
 QD0119.an estimated accuracy of +/- 6 seconds.
 QD0119
 QD0119.The orthometric height was determined by differential leveling
 QD0119.and adjusted in June 1991.
 QD0119
 QD0119.The geoid height was determined by GEOID03.
 QD0119
 QD0119.The dynamic height is computed by dividing the NAVD 88
 QD0119.geopotential number by the normal gravity value computed on the
 QD0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0119.degrees latitude (g = 980.6199 gals.).
 QD0119
 QD0119.The modeled gravity was interpolated from observed gravity values.
 QD0119
 QD0119;                    North         East    Units  Estimated Accuracy
 QD0119;SPC OR N     -   123,470.    2,507,940.      MT  (+/- 180 meters Scaled)
 QD0119
 QD0119                          SUPERSEDED SURVEY CONTROL
 QD0119
 QD0119  NGVD 29 (??/??/92)  427.894  (m)         1403.85   (f) ADJ UNCH    2 0
 QD0119
 QD0119.Superseded values are not recommended for survey control.
 QD0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0119.See file dsdata.txt to determine how the superseded data were derived.
 QD0119
 QD0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGQ057615(NAD 83)
 QD0119_MARKER: DB = BENCH MARK DISK
 QD0119_SETTING: 66 = SET IN ROCK OUTCROP
 QD0119_SP_SET: ROCK CLIFF
 QD0119_STAMPING: F 423 1946
 QD0119_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QD0119+STABILITY: POSITION/ELEVATION WELL
 QD0119
 QD0119  HISTORY     - Date     Condition        Report By
 QD0119  HISTORY     - 1946     MONUMENTED       CGS
 QD0119
 QD0119                          STATION DESCRIPTION
 QD0119
 QD0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 QD0119'14.7 MI S FROM CLARNO.
 QD0119'ABOUT 14.7 MILES SOUTH ALONG THE JOHN DAY RIVER FROM THE POST OFFICE
 QD0119'AT CLARNO, SET IN THE LOWER SECTION OF THE WEST SLOPE OF AN ALMOST
 QD0119'VERTICAL ROCK CLIFF EXTENDING ABOUT 40 FEET HIGH, 300 FEET WEST OF THE
 QD0119'MOUTH OF A LARGE CANYON ON THE SOUTHWEST SIDE OF THE RIVER, ABOUT 0.2
 QD0119'MILE WEST OF THE ONLY RANCH HOUSE WITHIN A 2 MILE RADIUS, 325 FEET
 QD0119'WEST OF THE WEST END OF A LONG MEADOW, 6 FEET SOUTH OF THE EDGE OF THE
 QD0119'RIVER, ABOUT 3 FEET ABOVE THE HIGH WATER MARK OF THE RIVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0379 ***********************************************************************
 RC0379  DESIGNATION -  F 424
 RC0379  PID         -  RC0379
 RC0379  STATE/COUNTY-  OR/GILLIAM
 RC0379  USGS QUAD   -  BATH CANYON (1971)
 RC0379
 RC0379                         *CURRENT SURVEY CONTROL
 RC0379  ___________________________________________________________________
 RC0379* NAD 83(1986)-  45 06 02.     (N)    120 30 34.     (W)     SCALED    
 RC0379* NAVD 88     -       339.431  (meters)    1113.62   (feet)  ADJUSTED  
 RC0379  ___________________________________________________________________
 RC0379  GEOID HEIGHT-         -20.66  (meters)                     GEOID03
 RC0379  DYNAMIC HT  -         339.355 (meters)    1113.37  (feet)  COMP
 RC0379  MODELED GRAV-     980,387.3   (mgal)                       NAVD 88
 RC0379
 RC0379  VERT ORDER  -  SECOND    CLASS 0
 RC0379
 RC0379.The horizontal coordinates were scaled from a topographic map and have
 RC0379.an estimated accuracy of +/- 6 seconds.
 RC0379
 RC0379.The orthometric height was determined by differential leveling
 RC0379.and adjusted in June 1991.
 RC0379
 RC0379.The geoid height was determined by GEOID03.
 RC0379
 RC0379.The dynamic height is computed by dividing the NAVD 88
 RC0379.geopotential number by the normal gravity value computed on the
 RC0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0379.degrees latitude (g = 980.6199 gals.).
 RC0379
 RC0379.The modeled gravity was interpolated from observed gravity values.
 RC0379
 RC0379;                    North         East    Units  Estimated Accuracy
 RC0379;SPC OR N     -   159,340.    2,499,260.      MT  (+/- 180 meters Scaled)
 RC0379
 RC0379                          SUPERSEDED SURVEY CONTROL
 RC0379
 RC0379  NGVD 29 (??/??/92)  338.342  (m)         1110.04   (f) ADJ UNCH    2 0
 RC0379
 RC0379.Superseded values are not recommended for survey control.
 RC0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0379.See file dsdata.txt to determine how the superseded data were derived.
 RC0379
 RC0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ959971(NAD 83)
 RC0379_MARKER: DB = BENCH MARK DISK
 RC0379_SETTING: 80 = SET IN A BOULDER
 RC0379_SP_SET: BOULDER
 RC0379_STAMPING: F 424 1946
 RC0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0379+STABILITY: SURFACE MOTION
 RC0379
 RC0379  HISTORY     - Date     Condition        Report By
 RC0379  HISTORY     - 1946     MONUMENTED       CGS
 RC0379
 RC0379                          STATION DESCRIPTION
 RC0379
 RC0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RC0379'18.5 MI N FROM CLARNO.
 RC0379'ABOUT 18.5 MILES NORTH ALONG THE JOHN DAY RIVER FROM THE POST OFFICE
 RC0379'AT CLARNO SET IN THE WEST END OF A LARGE BOULDER LYING UNDER A SMALL
 RC0379'JUNIPER TREE AND EXTENDING 4 FEET ABOVE THE IMMEDIATE GROUND LEVEL,
 RC0379'201 FEET SOUTH OF A VERTICAL ROCK CLIFF EXTENDING OUT INTO THE RIVER,
 RC0379'45 FEET EAST OF THE EDGE OF THE RIVER, 41 FEET NORTHWEST OF A LARGE
 RC0379'JUNIPER TREE ON A KNOLL, 3 FEET ABOVE THE HIGH WATER LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0267 ***********************************************************************
 RC0267  DESIGNATION -  F 425
 RC0267  PID         -  RC0267
 RC0267  STATE/COUNTY-  OR/SHERMAN
 RC0267  USGS QUAD   -  HARMONY (1971)
 RC0267
 RC0267                         *CURRENT SURVEY CONTROL
 RC0267  ___________________________________________________________________
 RC0267* NAD 83(1986)-  45 25 07.     (N)    120 30 09.     (W)     SCALED    
 RC0267* NAVD 88     -       189.122  (meters)     620.48   (feet)  ADJUSTED  
 RC0267  ___________________________________________________________________
 RC0267  GEOID HEIGHT-         -21.25  (meters)                     GEOID03
 RC0267  DYNAMIC HT  -         189.095 (meters)     620.39  (feet)  COMP
 RC0267  MODELED GRAV-     980,472.2   (mgal)                       NAVD 88
 RC0267
 RC0267  VERT ORDER  -  SECOND    CLASS 0
 RC0267
 RC0267.The horizontal coordinates were scaled from a topographic map and have
 RC0267.an estimated accuracy of +/- 6 seconds.
 RC0267
 RC0267.The orthometric height was determined by differential leveling
 RC0267.and adjusted in June 1991.
 RC0267
 RC0267.The geoid height was determined by GEOID03.
 RC0267
 RC0267.The dynamic height is computed by dividing the NAVD 88
 RC0267.geopotential number by the normal gravity value computed on the
 RC0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0267.degrees latitude (g = 980.6199 gals.).
 RC0267
 RC0267.The modeled gravity was interpolated from observed gravity values.
 RC0267
 RC0267;                    North         East    Units  Estimated Accuracy
 RC0267;SPC OR N     -   194,680.    2,499,800.      MT  (+/- 180 meters Scaled)
 RC0267
 RC0267                          SUPERSEDED SURVEY CONTROL
 RC0267
 RC0267  NGVD 29 (??/??/92)  188.091  (m)          617.10   (f) ADJ UNCH    2 0
 RC0267
 RC0267.Superseded values are not recommended for survey control.
 RC0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0267.See file dsdata.txt to determine how the superseded data were derived.
 RC0267
 RC0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR954324(NAD 83)
 RC0267_MARKER: DB = BENCH MARK DISK
 RC0267_SETTING: 80 = SET IN A BOULDER
 RC0267_SP_SET: BOULDER
 RC0267_STAMPING: F 425 1946
 RC0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0267+STABILITY: SURFACE MOTION
 RC0267
 RC0267  HISTORY     - Date     Condition        Report By
 RC0267  HISTORY     - 1946     MONUMENTED       CGS
 RC0267
 RC0267                          STATION DESCRIPTION
 RC0267
 RC0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RC0267'53.3 MI S FROM RUFUS.
 RC0267'ABOUT 5.0 MILES EAST ALONG THE COLUMBIA RIVER HIGHWAY FROM THE POST
 RC0267'OFFICE AT RUFUS THENCE ABOUT 48.3 MILES SOUTH ALONG THE JOHN DAY
 RC0267'RIVER, SET IN THE TOP OF AN OBLONG BOULDER, ON THE OUTSIDE IF A SHARP
 RC0267'CURVE IN THE RIVER, AND NEAR THE FOOT OF A SWIFT RAPID IN THE RIVER,
 RC0267'AT THE EXTREME NORTH END OF A ROCKY BAR, 80 FEET NORTH OF THE NORTH
 RC0267'END OF A LARGE ISLAND IN THE RIVER, 21 FEET WEST OF THE EDGE OF THE
 RC0267'RIVER, ABOUT 3 FEET BELOW THE HIGH WATER MARK OF THE RIVER, ABOUT 2
 RC0267'FEET ABOVE THE IMMEDIATE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0076 ***********************************************************************
 QE0076  DESIGNATION -  F 426
 QE0076  PID         -  QE0076
 QE0076  STATE/COUNTY-  OR/MARION
 QE0076  USGS QUAD   -  MOTHER LODE MOUNTAIN (1994)
 QE0076
 QE0076                         *CURRENT SURVEY CONTROL
 QE0076  ___________________________________________________________________
 QE0076* NAD 83(1986)-  44 49 08.     (N)    122 05 22.     (W)     SCALED    
 QE0076* NAVD 88     -      1143.549  (meters)    3751.79   (feet)  ADJUSTED  
 QE0076  ___________________________________________________________________
 QE0076  GEOID HEIGHT-         -21.56  (meters)                     GEOID03
 QE0076  DYNAMIC HT  -        1143.207 (meters)    3750.67  (feet)  COMP
 QE0076  MODELED GRAV-     980,278.3   (mgal)                       NAVD 88
 QE0076
 QE0076  VERT ORDER  -  SECOND    CLASS 0
 QE0076
 QE0076.The horizontal coordinates were scaled from a topographic map and have
 QE0076.an estimated accuracy of +/- 6 seconds.
 QE0076
 QE0076.The orthometric height was determined by differential leveling
 QE0076.and adjusted in June 1991.
 QE0076
 QE0076.The geoid height was determined by GEOID03.
 QE0076
 QE0076.The dynamic height is computed by dividing the NAVD 88
 QE0076.geopotential number by the normal gravity value computed on the
 QE0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0076.degrees latitude (g = 980.6199 gals.).
 QE0076
 QE0076.The modeled gravity was interpolated from observed gravity values.
 QE0076
 QE0076;                    North         East    Units  Estimated Accuracy
 QE0076;SPC OR N     -   129,270.    2,374,300.      MT  (+/- 180 meters Scaled)
 QE0076
 QE0076                          SUPERSEDED SURVEY CONTROL
 QE0076
 QE0076  NGVD 29 (??/??/92) 1142.398  (m)         3748.02   (f) ADJ UNCH    2 0
 QE0076
 QE0076.Superseded values are not recommended for survey control.
 QE0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0076.See file dsdata.txt to determine how the superseded data were derived.
 QE0076
 QE0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ719632(NAD 83)
 QE0076_MARKER: DB = BENCH MARK DISK
 QE0076_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QE0076_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QE0076_STAMPING: F 426 1946
 QE0076_MARK LOGO: CGS   
 QE0076_MAGNETIC: P = MARKER IS A STEEL PIPE
 QE0076_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0076
 QE0076  HISTORY     - Date     Condition        Report By
 QE0076  HISTORY     - 1946     MONUMENTED       CGS
 QE0076  HISTORY     - 19950925 GOOD             NGS
 QE0076
 QE0076                          STATION DESCRIPTION
 QE0076
 QE0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 QE0076'11.0 MI NE FROM DETROIT.
 QE0076'ABOUT 6.0 MILES NORTHEAST ALONG THE BREITENBUSH ROAD FROM THE POST
 QE0076'OFFICE AT DETROIT, THENCE 5.0 MILES NORTH ALONG THE ELK LAKE FOREST
 QE0076'SERVICE ROAD, AT THE INTERSECTION OF THE ELK LAKE FOREST SERVICE ROAD
 QE0076'AND THE ROAD LEADING SOUTHEAST TO THE GOLD BUTTE LOOKOUT, 19 FEET
 QE0076'SOUTHWEST OF THE CENTER OF THE INTERSECTION OF THE TWO ROADS, 1.5 FEET
 QE0076'SOUTHEAST OF A WHITE WOODEN REFERENCE POST, A DISK WELDED ON TOP A 3
 QE0076'1/2 INCH IRON PIPE WHICH IS ABOUT 3 FEET HIGHER THAN THE SURFACE OF
 QE0076'THE ROADS AND PROJECTS 0.2 FOOT ABOVE THE IMMEDIATE GROUND LEVEL.
 QE0076
 QE0076                          STATION RECOVERY (1995)
 QE0076
 QE0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (LLR)
 QE0076'THE MARK WAS SEARCHED FOR AND WAS RECOVERED.  THE MARK IS AT THE ROAD
 QE0076'INTERECTION OF ELK LAKE ROAD AND A ROAD LEADING OFF TO THE RIGHT.  IT
 QE0076'IS FOUND BY TRAVELING ABOUT 4 1/2 MILES NORTHEAST (FROM DETROIT LAKE)
 QE0076'ALONG THE BREITENBRUSH ROAD THEN TURNING LEFT ON ELK LAKE FOREST
 QE0076'SERVICE ROAD AND GOING 0.8 MILE (1.3 KM) TO WHERE THE ROAD THE ROAD
 QE0076'MAKES A FORK.  TURN LEFT AND GO 5.0 MILE (8.0 KM) TO WHERE THE ROAD
 QE0076'MAKES A JUNCTION AND THE MARK.  THE MARK IS ABOUT 19 FEET (5.8 M)
 QE0076'SOUTHWEST OF THE CENTER OF THE INTERSECTION OF THE TWO ROADS, ABOUT 1
 QE0076'FOOT (0.3 M) NORTH OF A WITNESS POST.  IT IS A DISK WELDED ON TOP A 3
 QE0076'1/2 INCH IRON PIPE WHICH IS ABOUT 3 FEET (0.9 M) HIGHER THAN THE
 QE0076'SURFACE OF THE ROADS AND PROJECTS 0.2 FEET (6.1 CM) ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0128 ***********************************************************************
 RD0128  DESIGNATION -  F 427
 RD0128  PID         -  RD0128
 RD0128  STATE/COUNTY-  OR/CLACKAMAS
 RD0128  USGS QUAD   -  FISH CREEK MTN (1997)
 RD0128
 RD0128                         *CURRENT SURVEY CONTROL
 RD0128  ___________________________________________________________________
 RD0128* NAD 83(1986)-  45 00 09.     (N)    122 02 49.     (W)     SCALED    
 RD0128* NAVD 88     -       635.713  (meters)    2085.67   (feet)  ADJUSTED  
 RD0128  ___________________________________________________________________
 RD0128  GEOID HEIGHT-         -21.64  (meters)                     GEOID03
 RD0128  DYNAMIC HT  -         635.582 (meters)    2085.24  (feet)  COMP
 RD0128  MODELED GRAV-     980,390.3   (mgal)                       NAVD 88
 RD0128
 RD0128  VERT ORDER  -  SECOND    CLASS 0
 RD0128
 RD0128.The horizontal coordinates were scaled from a topographic map and have
 RD0128.an estimated accuracy of +/- 6 seconds.
 RD0128
 RD0128.The orthometric height was determined by differential leveling
 RD0128.and adjusted in June 1991.
 RD0128
 RD0128.The geoid height was determined by GEOID03.
 RD0128
 RD0128.The dynamic height is computed by dividing the NAVD 88
 RD0128.geopotential number by the normal gravity value computed on the
 RD0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0128.degrees latitude (g = 980.6199 gals.).
 RD0128
 RD0128.The modeled gravity was interpolated from observed gravity values.
 RD0128
 RD0128;                    North         East    Units  Estimated Accuracy
 RD0128;SPC OR N     -   149,610.    2,378,050.      MT  (+/- 180 meters Scaled)
 RD0128
 RD0128                          SUPERSEDED SURVEY CONTROL
 RD0128
 RD0128  NGVD 29 (??/??/92)  634.620  (m)         2082.08   (f) ADJ UNCH    2 0
 RD0128
 RD0128.Superseded values are not recommended for survey control.
 RD0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0128.See file dsdata.txt to determine how the superseded data were derived.
 RD0128
 RD0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ751836(NAD 83)
 RD0128_MARKER: DB = BENCH MARK DISK
 RD0128_SETTING: 66 = SET IN ROCK OUTCROP
 RD0128_SP_SET: OUTCROP
 RD0128_STAMPING: F 427 1946
 RD0128_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RD0128+STABILITY: POSITION/ELEVATION WELL
 RD0128
 RD0128  HISTORY     - Date     Condition        Report By
 RD0128  HISTORY     - 1946     MONUMENTED       CGS
 RD0128  HISTORY     - 1983     MARK NOT FOUND   USGS
 RD0128
 RD0128                          STATION DESCRIPTION
 RD0128
 RD0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RD0128'2.6 MI NE FROM ALDER SWAMP.
 RD0128'ABOUT 2.6 MILES NORTHEAST ALONG THE BAGBY HOT SPRINGS FOREST SERVICE
 RD0128'TRAIL FROM THE ALDER SWAMP GUARD STATION, ON TOP OF THE EAST BANK OF
 RD0128'SLUICE CREEK, 7 FEET NORTH OF THE CENTER LINE OF THE TRAIL, 4 FEET
 RD0128'EAST OF THE CENTER OF SLUICE CREEK, SET IN TOP OF A ROCK OUTCROP WHICH
 RD0128'PROJECTS ABOUT 2 FEET ABOVE THE WATER LINE OF SLUICE CREEK AND ABOUT
 RD0128'LEVEL WITH THE SURFACE OF THE TRAIL.
 RD0128
 RD0128                          STATION RECOVERY (1983)
 RD0128
 RD0128'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 RD0128'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1379 ***********************************************************************
 RC1379  DESIGNATION -  F 428
 RC1379  PID         -  RC1379
 RC1379  STATE/COUNTY-  OR/CLACKAMAS
 RC1379  USGS QUAD   -  MOUNT MITCHELL (1997)
 RC1379
 RC1379                         *CURRENT SURVEY CONTROL
 RC1379  ___________________________________________________________________
 RC1379* NAD 83(1986)-  45 05 17.     (N)    121 59 48.     (W)     SCALED    
 RC1379* NAVD 88     -       607.932  (meters)    1994.52   (feet)  ADJUSTED  
 RC1379  ___________________________________________________________________
 RC1379  GEOID HEIGHT-         -21.53  (meters)                     GEOID03
 RC1379  DYNAMIC HT  -         607.785 (meters)    1994.04  (feet)  COMP
 RC1379  MODELED GRAV-     980,357.3   (mgal)                       NAVD 88
 RC1379
 RC1379  VERT ORDER  -  SECOND    CLASS 0
 RC1379
 RC1379.The horizontal coordinates were scaled from a topographic map and have
 RC1379.an estimated accuracy of +/- 6 seconds.
 RC1379
 RC1379.The orthometric height was determined by differential leveling
 RC1379.and adjusted in June 1991.
 RC1379
 RC1379.The geoid height was determined by GEOID03.
 RC1379
 RC1379.The dynamic height is computed by dividing the NAVD 88
 RC1379.geopotential number by the normal gravity value computed on the
 RC1379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1379.degrees latitude (g = 980.6199 gals.).
 RC1379
 RC1379.The modeled gravity was interpolated from observed gravity values.
 RC1379
 RC1379;                    North         East    Units  Estimated Accuracy
 RC1379;SPC OR N     -   159,040.    2,382,190.      MT  (+/- 180 meters Scaled)
 RC1379
 RC1379                          SUPERSEDED SURVEY CONTROL
 RC1379
 RC1379  NGVD 29 (??/??/92)  606.814  (m)         1990.86   (f) ADJ UNCH    2 0
 RC1379
 RC1379.Superseded values are not recommended for survey control.
 RC1379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1379.See file dsdata.txt to determine how the superseded data were derived.
 RC1379
 RC1379_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ789932(NAD 83)
 RC1379_MARKER: DB = BENCH MARK DISK
 RC1379_SETTING: 80 = SET IN A BOULDER
 RC1379_SP_SET: BOULDER
 RC1379_STAMPING: F 428 1946
 RC1379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1379+STABILITY: SURFACE MOTION
 RC1379
 RC1379  HISTORY     - Date     Condition        Report By
 RC1379  HISTORY     - 1946     MONUMENTED       CGS
 RC1379  HISTORY     - 1983     GOOD             USGS
 RC1379
 RC1379                          STATION DESCRIPTION
 RC1379
 RC1379'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RC1379'1.6 MI NE FROM OAK GROVE RANGER STA..
 RC1379'ABOUT 1.6 MILES NORTHEAST ALONG THE SHELLROCK ROAD FROM THE OAK GROVE
 RC1379'RANGER STATION, AT CANYON CREEK, 52 FEET NORTH OF THE CENTER LINE OF
 RC1379'THE ROAD, 2 FEET WEST OF THE WEST EDGE OF CANYON CREEK, SET IN TOP OF
 RC1379'A LARGE BOULDER WHICH IS ABOUT THE SAME LEVEL AS THE SURFACE OF THE
 RC1379'ROAD.
 RC1379
 RC1379                          STATION RECOVERY (1983)
 RC1379
 RC1379'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 RC1379'FROM RIPPLEBROOK RANGER STATION, GO NORTH ON U.S. FOREST SERVICE ROAD
 RC1379'4631 FOR 2.4 MILES TO THE JUNCTION WITH U.S. FOREST SERVICE ROAD
 RC1379'4630. FOLLWO ROAD 4630 FOR 0.9 MILE TO CANYON CREEK. BENCH MARK IS 52
 RC1379'FEET NORTH OF THE CENTERLINE OF THE ROAD, 2 FEET WEST OF THE WEST
 RC1379'EDGE OF CANYON CREEK, SET IN TOP OF A LARGE BOULDER WHICH IS ABOUT
 RC1379'THE SAME LEVEL AS THE SURFACE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0202 ***********************************************************************
 RD0202  DESIGNATION -  F 429 RESET
 RD0202  PID         -  RD0202
 RD0202  STATE/COUNTY-  OR/CLACKAMAS
 RD0202  USGS QUAD   -  BEDFORD POINT (1997)
 RD0202
 RD0202                         *CURRENT SURVEY CONTROL
 RD0202  ___________________________________________________________________
 RD0202* NAD 83(1986)-  45 13 49.     (N)    122 14 53.     (W)     SCALED    
 RD0202* NAVD 88     -       340.25   (+/-2cm)    1116.3    (feet)  VERTCON   
 RD0202  ___________________________________________________________________
 RD0202  GEOID HEIGHT-         -22.34  (meters)                     GEOID03
 RD0202  VERT ORDER  -  THIRD (See Below)
 RD0202
 RD0202.The horizontal coordinates were scaled from a topographic map and have
 RD0202.an estimated accuracy of +/- 6 seconds.
 RD0202
 RD0202.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD0202.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD0202.The vertical order pertains to the NGVD 29 superseded value.
 RD0202
 RD0202.The geoid height was determined by GEOID03.
 RD0202
 RD0202;                    North         East    Units  Estimated Accuracy
 RD0202;SPC OR N     -   175,240.    2,362,750.      MT  (+/- 180 meters Scaled)
 RD0202
 RD0202                          SUPERSEDED SURVEY CONTROL
 RD0202
 RD0202  NGVD 29 (10/26/06)  339.19   (m)         1112.8    (f) RESET       3  
 RD0202
 RD0202.Superseded values are not recommended for survey control.
 RD0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0202.See file dsdata.txt to determine how the superseded data were derived.
 RD0202
 RD0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER590088(NAD 83)
 RD0202_MARKER: DB = BENCH MARK DISK
 RD0202_SETTING: 80 = SET IN A BOULDER
 RD0202_SP_SET: BOULDER
 RD0202_STAMPING: F 429 RESET 1970
 RD0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0202+STABILITY: SURFACE MOTION
 RD0202
 RD0202  HISTORY     - Date     Condition        Report By
 RD0202  HISTORY     - 1970     MONUMENTED       NGS
 RD0202  HISTORY     - 1983     GOOD             USGS
 RD0202
 RD0202                          STATION DESCRIPTION
 RD0202
 RD0202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 RD0202'8 MI E FROM ESTACADA.
 RD0202'REACHED FROM THE CITY HALL IN ESTACADA GO EAST ON STATE HIGHWAY 224
 RD0202'FOR 7.5 MILES TO FOREST SERVICE ROAD S 403 ON THE LEFT, JUST AFTER
 RD0202'PASSING THE PROMONTORY PARK STORE ON THE RIGHT, TURN LEFT AS PER SIGN,
 RD0202'SQUAW MOUNTAIN, AND GO NORTHEAST ON FOREST SERVICE ROAD S 403 FOR 1.3
 RD0202'MILES TO THE BENCH MARK ON THE LEFT, 200 FEET NORTH, AND 8 FEET LOWER
 RD0202'THAN THE PROPOSED CENTER OF FOREST SERVICE ROAD S 403, 80 FEET SOUTH,
 RD0202'AND 12 FEET HIGHER THAN THE PROPOSED CENTER OF THE B.L.M. ROAD UP
 RD0202'EAGLE CREEK, 2 FEET EAST OF A ROCK CAIRN, AND 2 FEET NORTH OF A METAL
 RD0202'WITNESS POST CEMENTED IN A DRILL HOLE IN A 1 1/2 BY 3 FOOT BOULDER
 RD0202'THAT PROJECTS 18 INCHES.  THE LETTERS B M WERE PAINTED ON THE WEST
 RD0202'FACE OF THE BOULDER.
 RD0202
 RD0202                          STATION RECOVERY (1983)
 RD0202
 RD0202'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 RD0202'FROM THE ESTACADA CITY HALL GO EAST ON STATE HWY. 224 FOR 7.5 MILES
 RD0202'TO FOREST SERIVCE ROAD 4610 ON LEFT, JUST PAST THE PROMONTORY PARK
 RD0202'STORE ON THE RIGHT, TURN LEFT AS PER SIGN 'SQUAW MOUNTAIN' AND GO 1.3
 RD0202'MILES ALONG FOREST SERVICE ROAD 4610 TO BENCH MARK ON RIGHT AND
 RD0202'INSIDE OF CURVE TO RIGHT, BENCH MARK IS ABOUT 100 FEET EAST AND ABOUT
 RD0202'12 FEET HIGHER THAN THE CENTER OF ROAD, 2 FEET SOUTH OF A METAL
 RD0202'WITNESS POST CEMENTED IN A DRILL HOLE IN A 1 1/2 BY 3 FOOT BOULDER
 RD0202'THAT PROJECTS 18 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0053 ***********************************************************************
 OA0053  DESIGNATION -  F 43
 OA0053  PID         -  OA0053
 OA0053  STATE/COUNTY-  OR/CURRY
 OA0053  USGS QUAD   -  OPHIR (1986)
 OA0053
 OA0053                         *CURRENT SURVEY CONTROL
 OA0053  ___________________________________________________________________
 OA0053* NAD 83(1986)-  42 37 03.     (N)    124 23 40.     (W)     SCALED    
 OA0053* NAVD 88     -        44.644  (meters)     146.47   (feet)  ADJUSTED  
 OA0053  ___________________________________________________________________
 OA0053  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 OA0053  DYNAMIC HT  -          44.633 (meters)     146.43  (feet)  COMP
 OA0053  MODELED GRAV-     980,384.1   (mgal)                       NAVD 88
 OA0053
 OA0053  VERT ORDER  -  FIRST     CLASS II
 OA0053
 OA0053.The horizontal coordinates were scaled from a topographic map and have
 OA0053.an estimated accuracy of +/- 6 seconds.
 OA0053
 OA0053.The orthometric height was determined by differential leveling
 OA0053.and adjusted in June 1991.
 OA0053
 OA0053.The geoid height was determined by GEOID03.
 OA0053
 OA0053.The dynamic height is computed by dividing the NAVD 88
 OA0053.geopotential number by the normal gravity value computed on the
 OA0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0053.degrees latitude (g = 980.6199 gals.).
 OA0053
 OA0053.The modeled gravity was interpolated from observed gravity values.
 OA0053
 OA0053;                    North         East    Units  Estimated Accuracy
 OA0053;SPC OR S     -   113,050.    1,180,620.      MT  (+/- 180 meters Scaled)
 OA0053
 OA0053                          SUPERSEDED SURVEY CONTROL
 OA0053
 OA0053  NGVD 29 (??/??/92)   43.554  (m)          142.89   (f) ADJ UNCH    1 2
 OA0053
 OA0053.Superseded values are not recommended for survey control.
 OA0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0053.See file dsdata.txt to determine how the superseded data were derived.
 OA0053
 OA0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN856192(NAD 83)
 OA0053_MARKER: DB = BENCH MARK DISK
 OA0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA0053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OA0053_STAMPING: F 43 1931
 OA0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0053+STABILITY: SURFACE MOTION
 OA0053
 OA0053  HISTORY     - Date     Condition        Report By
 OA0053  HISTORY     - 1931     MONUMENTED       CGS
 OA0053  HISTORY     - 1941     GOOD             NGS
 OA0053  HISTORY     - 1982     GOOD             USGS
 OA0053  HISTORY     - 1988     MARK NOT FOUND   NGS
 OA0053
 OA0053                          STATION DESCRIPTION
 OA0053
 OA0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 OA0053'5.4 MI N FROM OPHIR.
 OA0053'5.4 MILES NORTH ALONG THE OREGON COAST HIGHWAY (U. S. 101) FROM THE
 OA0053'POST OFFICE AT OPHIR, CURRY COUNTY, ABOUT 0.5 MILE NORTH OF THE
 OA0053'ARIZONA INN STORE, AT THE WEST END OF A CUTBANK, 45 FEET EAST OF A
 OA0053'CURVE SIGN, 28 1/2 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 3
 OA0053'FEET WEST OF A LARGE FORKED MYRTLE TREE, ABOUT 1 FOOT BELOW THE
 OA0053'SHOULDER OF A SLIGHT FILL, AND AT A 4- BY  4-INCH WHITE WOODEN POST
 OA0053'STENCILED U. S. B. M.  A STANDARD DISK, STAMPED F 43 1931 AND SET IN
 OA0053'THE TOP OF A CONCRETE POST.
 OA0053
 OA0053                          STATION RECOVERY (1941)
 OA0053
 OA0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 OA0053'RECOVERED IN GOOD CONDITION.
 OA0053
 OA0053                          STATION RECOVERY (1982)
 OA0053
 OA0053'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 OA0053'5.4 MILES NORTH ALONG THE OREGON COAST HWY. (US 101) FROM THE POST
 OA0053'OFFICE AT OPHIR, 0.35 MILE NORTH ALONG OLD HWY 101 TO T-RD. WEST
 OA0053'ABOUT 0.1 MILE WEST TO PRESENT HWY 101, NORTH ALONG HWY 3.85 MILES TO
 OA0053'THE ENT. OF ARIZONA INN MOTEL WHICH IS 0.10 MILE SOUTH OF HWY. BRG.
 OA0053'OVER MYRTLE CR., LEAVING PRESENT HWY 101, CONTINUE N. ALONG OLD HWY
 OA0053'101 0.65 MILE BM IS LOCATED 28 FT. SOUTH OF OLD HWY 101, 3 FT. WEST
 OA0053'OF LARGE MYRTLE TREE STUMP, 113 FT. SOUTHEAST OF NORTH END CONC.
 OA0053'CULVERT, 20 FT. NORTHWEST OF 10 IN. DIA. MYRTLE TREE. A STD. TAB.
 OA0053'STAMPED 'F 43 1931' SET IN CONC. POST AND BURIED ABOUT 0.4 FT. BELOW
 OA0053'GROUND LEVEL.
 OA0053
 OA0053                          STATION RECOVERY (1988)
 OA0053
 OA0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 OA0053'THERE HAS BEEN ROAD CONSTRUCTION AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0152 ***********************************************************************
 RD0152  DESIGNATION -  F 430 RESET
 RD0152  PID         -  RD0152
 RD0152  STATE/COUNTY-  OR/CLACKAMAS
 RD0152  USGS QUAD   -  BEDFORD POINT (1997)
 RD0152
 RD0152                         *CURRENT SURVEY CONTROL
 RD0152  ___________________________________________________________________
 RD0152* NAD 83(1986)-  45 10 02.     (N)    122 07 38.     (W)     SCALED    
 RD0152* NAVD 88     -       292.49   (meters)     959.6    (feet)  RESET     
 RD0152  ___________________________________________________________________
 RD0152  GEOID HEIGHT-         -21.88  (meters)                     GEOID03
 RD0152  VERT ORDER  -  THIRD
 RD0152
 RD0152.The horizontal coordinates were scaled from a topographic map and have
 RD0152.an estimated accuracy of +/- 6 seconds.
 RD0152
 RD0152.The orthometric height was computed from unverified reset data.
 RD0152
 RD0152.The geoid height was determined by GEOID03.
 RD0152
 RD0152;                    North         East    Units  Estimated Accuracy
 RD0152;SPC OR N     -   168,030.    2,372,100.      MT  (+/- 180 meters Scaled)
 RD0152
 RD0152                          SUPERSEDED SURVEY CONTROL
 RD0152
 RD0152.No superseded survey control is available for this station.
 RD0152
 RD0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER685018(NAD 83)
 RD0152_MARKER: DB = BENCH MARK DISK
 RD0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0152_STAMPING: F 430 RESET 1967
 RD0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0152+STABILITY: SURFACE MOTION
 RD0152
 RD0152  HISTORY     - Date     Condition        Report By
 RD0152  HISTORY     - 1967     MONUMENTED       CGS
 RD0152  HISTORY     - 1972     GOOD             NGS
 RD0152  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 RD0152
 RD0152                          STATION DESCRIPTION
 RD0152
 RD0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 RD0152'17.1 MI SE FROM ESTACADA.
 RD0152'REACHED FROM THE CITY HALL IN ESTACADA GO SOUTHEAST ON STATE HIGHWAYS
 RD0152'211 AND 224 FOR 0.2 MILE TO THEIR JUNCTION, CONTINUE STRAIGHT AHEAD
 RD0152'SOUTHEAST ON STATE HIGHWAY 224 FOR 17.1 MILES TO THE BENCH MARK ON THE
 RD0152'LEFT, 300 FEET EAST OF MURPHY CREEK, 100 FEET NORTHEAST AND ACROSS THE
 RD0152'HIGHWAY FROM MILE POST NO. 41, 44 FEET NORTH OF THE CENTER OF THE
 RD0152'HIGHWAY, 22 FEET NORTH OF THE NORTH END OF A CULVERT, 1 FOOT WEST OF A
 RD0152'METAL WITNESS POST AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK SET IN
 RD0152'A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES.
 RD0152
 RD0152                          STATION RECOVERY (1972)
 RD0152
 RD0152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 RD0152'RECOVERED IN GOOD CONDITION.
 RD0152
 RD0152                          STATION RECOVERY (1989)
 RD0152
 RD0152'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RD0152'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0394 ***********************************************************************
 RC0394  DESIGNATION -  F 431
 RC0394  PID         -  RC0394
 RC0394  STATE/COUNTY-  OR/GILLIAM
 RC0394  USGS QUAD   -  TURNER BUTTE (1975)
 RC0394
 RC0394                         *CURRENT SURVEY CONTROL
 RC0394  ___________________________________________________________________
 RC0394* NAD 83(1986)-  45 32 16.     (N)    120 22 24.     (W)     SCALED    
 RC0394* NAVD 88     -       138.576  (meters)     454.64   (feet)  ADJUSTED  
 RC0394  ___________________________________________________________________
 RC0394  GEOID HEIGHT-         -21.52  (meters)                     GEOID03
 RC0394  DYNAMIC HT  -         138.563 (meters)     454.60  (feet)  COMP
 RC0394  MODELED GRAV-     980,521.6   (mgal)                       NAVD 88
 RC0394
 RC0394  VERT ORDER  -  SECOND    CLASS 0
 RC0394
 RC0394.The horizontal coordinates were scaled from a topographic map and have
 RC0394.an estimated accuracy of +/- 6 seconds.
 RC0394
 RC0394.The orthometric height was determined by differential leveling
 RC0394.and adjusted in June 1991.
 RC0394
 RC0394.The geoid height was determined by GEOID03.
 RC0394
 RC0394.The dynamic height is computed by dividing the NAVD 88
 RC0394.geopotential number by the normal gravity value computed on the
 RC0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0394.degrees latitude (g = 980.6199 gals.).
 RC0394
 RC0394.The modeled gravity was interpolated from observed gravity values.
 RC0394
 RC0394;                    North         East    Units  Estimated Accuracy
 RC0394;SPC OR N     -   207,930.    2,509,890.      MT  (+/- 180 meters Scaled)
 RC0394
 RC0394                          SUPERSEDED SURVEY CONTROL
 RC0394
 RC0394  NGVD 29 (??/??/92)  137.570  (m)          451.34   (f) ADJ UNCH    2 0
 RC0394
 RC0394.Superseded values are not recommended for survey control.
 RC0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0394.See file dsdata.txt to determine how the superseded data were derived.
 RC0394
 RC0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGR050460(NAD 83)
 RC0394_MARKER: DB = BENCH MARK DISK
 RC0394_SETTING: 80 = SET IN A BOULDER
 RC0394_SP_SET: BOULDER
 RC0394_STAMPING: F 431 1946
 RC0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0394+STABILITY: SURFACE MOTION
 RC0394
 RC0394  HISTORY     - Date     Condition        Report By
 RC0394  HISTORY     - 1946     MONUMENTED       CGS
 RC0394
 RC0394                          STATION DESCRIPTION
 RC0394
 RC0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RC0394'30.5 MI S FROM RUFUS.
 RC0394'ABOUT 5.0 MILES EAST ALONG THE COLUMBIA RIVER HIGHWAY FROM THE POST
 RC0394'OFFICE AT RUFUS THENCE 25.5 MILES SOUTH ALONG THE JOHN DAY RIVER, SET
 RC0394'IN THE TOP OF A LARGE BOULDER, ABOUT 0.3 MILE SOUTH OF A RANCHHOUSE,
 RC0394'103 FEET EAST OF THE EDGE OF THE RIVER, 35 FEET EAST OF THE CENTERLINE
 RC0394'OF A DIRT ROAD RUNNING PARALLEL WITH THE RIVER FROM THE MOUTH OF ROCK
 RC0394'CREEK TO 8 MILES SOUTH OF ROCK CREEK, ABOUT 5 FEET ABOVE THE ROAD
 RC0394'LEVEL, ABOUT 4 FEET ABOVE THE IMMEDIATE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0415 ***********************************************************************
 OA0415  DESIGNATION -  F 44
 OA0415  PID         -  OA0415
 OA0415  STATE/COUNTY-  OR/COOS
 OA0415  USGS QUAD   -  BANDON (1970)
 OA0415
 OA0415                         *CURRENT SURVEY CONTROL
 OA0415  ___________________________________________________________________
 OA0415* NAD 83(1986)-  43 05 41.     (N)    124 24 54.     (W)     SCALED    
 OA0415* NAVD 88     -        15.707  (meters)      51.53   (feet)  ADJUSTED  
 OA0415  ___________________________________________________________________
 OA0415  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 OA0415  DYNAMIC HT  -          15.705 (meters)      51.53  (feet)  COMP
 OA0415  MODELED GRAV-     980,437.4   (mgal)                       NAVD 88
 OA0415
 OA0415  VERT ORDER  -  FIRST     CLASS II
 OA0415
 OA0415.The horizontal coordinates were scaled from a topographic map and have
 OA0415.an estimated accuracy of +/- 6 seconds.
 OA0415
 OA0415.The orthometric height was determined by differential leveling
 OA0415.and adjusted in June 1991.
 OA0415.WARNING-Repeat measurements at this control monument indicate possible
 OA0415.vertical movement.
 OA0415
 OA0415.The geoid height was determined by GEOID03.
 OA0415
 OA0415.The dynamic height is computed by dividing the NAVD 88
 OA0415.geopotential number by the normal gravity value computed on the
 OA0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0415.degrees latitude (g = 980.6199 gals.).
 OA0415
 OA0415.The modeled gravity was interpolated from observed gravity values.
 OA0415
 OA0415;                    North         East    Units  Estimated Accuracy
 OA0415;SPC OR S     -   166,080.    1,181,410.      MT  (+/- 180 meters Scaled)
 OA0415
 OA0415                          SUPERSEDED SURVEY CONTROL
 OA0415
 OA0415  NGVD 29 (??/??/92)   14.526  (m)           47.66   (f) ADJ UNCH    1 2
 OA0415
 OA0415.Superseded values are not recommended for survey control.
 OA0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0415.See file dsdata.txt to determine how the superseded data were derived.
 OA0415
 OA0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN848723(NAD 83)
 OA0415_MARKER: DD = SURVEY DISK
 OA0415_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OA0415_SP_SET: CULVERT
 OA0415_STAMPING: F 44 1931
 OA0415_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OA0415
 OA0415  HISTORY     - Date     Condition        Report By
 OA0415  HISTORY     - 1931     MONUMENTED       ORHD
 OA0415  HISTORY     - 1941     GOOD             NGS
 OA0415  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 OA0415  HISTORY     - 1988     MARK NOT FOUND   NGS
 OA0415  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 OA0415
 OA0415                          STATION DESCRIPTION
 OA0415
 OA0415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 OA0415'1.6 MI S FROM BANDON.
 OA0415'1.6 MILES SOUTH ALONG THE OREGON COAST HIGHWAY (U.S. 101) FROM BANDON,
 OA0415'COOS COUNTY, AT THE NORTHWEST CORNER OF A 12- BY 12-FOOT CONCRETE-BOX
 OA0415'CULVERT OVER JOHNSON CREEK, IN THE TOP OF THE WING WALL, AND AT A 4-
 OA0415'BY 4-INCH WHITE WOODEN POST STENCILED U.S.B.M.  AN OREGON STATE
 OA0415'HIGHWAY DEPARTMENT STANDARD DISK, STAMPED F 44 1931.
 OA0415
 OA0415                          STATION RECOVERY (1985)
 OA0415
 OA0415'RECOVERY NOTE BY US POWER SQUADRON 1985
 OA0415'MARK NOT FOUND.
 OA0415
 OA0415                          STATION RECOVERY (1988)
 OA0415
 OA0415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 OA0415'THERE IS A NEW CULVERT AT THIS LOCATION.
 OA0415
 OA0415                          STATION RECOVERY (1990)
 OA0415
 OA0415'RECOVERY NOTE BY US POWER SQUADRON 1990 (AES)
 OA0415'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0288 ***********************************************************************
 QE0288  DESIGNATION -  F 45
 QE0288  PID         -  QE0288
 QE0288  STATE/COUNTY-  OR/LANE
 QE0288  USGS QUAD   -  LEABURG (1988)
 QE0288
 QE0288                         *CURRENT SURVEY CONTROL
 QE0288  ___________________________________________________________________
 QE0288* NAD 83(1986)-  44 06 07.     (N)    122 41 20.     (W)     SCALED    
 QE0288* NAVD 88     -       209.448  (meters)     687.16   (feet)  ADJUSTED  
 QE0288  ___________________________________________________________________
 QE0288  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 QE0288  DYNAMIC HT  -         209.410 (meters)     687.04  (feet)  COMP
 QE0288  MODELED GRAV-     980,431.3   (mgal)                       NAVD 88
 QE0288
 QE0288  VERT ORDER  -  FIRST     CLASS II
 QE0288
 QE0288.The horizontal coordinates were scaled from a topographic map and have
 QE0288.an estimated accuracy of +/- 6 seconds.
 QE0288
 QE0288.The orthometric height was determined by differential leveling
 QE0288.and adjusted in June 1991.
 QE0288
 QE0288.The geoid height was determined by GEOID03.
 QE0288
 QE0288.The dynamic height is computed by dividing the NAVD 88
 QE0288.geopotential number by the normal gravity value computed on the
 QE0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0288.degrees latitude (g = 980.6199 gals.).
 QE0288
 QE0288.The modeled gravity was interpolated from observed gravity values.
 QE0288
 QE0288;                    North         East    Units  Estimated Accuracy
 QE0288;SPC OR S     -   272,820.    1,324,750.      MT  (+/- 180 meters Scaled)
 QE0288
 QE0288                          SUPERSEDED SURVEY CONTROL
 QE0288
 QE0288  NGVD 29 (??/??/92)  208.324  (m)          683.48   (f) ADJ UNCH    1 2
 QE0288
 QE0288.Superseded values are not recommended for survey control.
 QE0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0288.See file dsdata.txt to determine how the superseded data were derived.
 QE0288
 QE0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP249832(NAD 83)
 QE0288_MARKER: DD = SURVEY DISK
 QE0288_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QE0288_SP_SET: RETAINING WALL
 QE0288_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0288
 QE0288  HISTORY     - Date     Condition        Report By
 QE0288  HISTORY     - UNK      MONUMENTED       USGS
 QE0288  HISTORY     - 1930     GOOD             NGS
 QE0288  HISTORY     - 1981     MARK NOT FOUND   LOCSUR
 QE0288
 QE0288                          STATION DESCRIPTION
 QE0288
 QE0288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1930
 QE0288'0.6 MI W FROM LEABURG.
 QE0288'ON THE WEST END OF CONCRETE RETAINING WALL OVER PENSTOCKS LEADING TO
 QE0288'LEABURG POWER HOUSE.  THE RETAINING WALL IS ON THE NORTH SIDE OF THE
 QE0288'HIGHWAY, OPPOSITE THE POWER HOUSE.
 QE0288
 QE0288                          STATION RECOVERY (1981)
 QE0288
 QE0288'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 QE0288'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AE4443 ***********************************************************************
 AE4443  DESIGNATION -  F 455
 AE4443  PID         -  AE4443
 AE4443  STATE/COUNTY-  OR/WASCO
 AE4443  USGS QUAD   -  MAUPIN (1996)
 AE4443
 AE4443                         *CURRENT SURVEY CONTROL
 AE4443  ___________________________________________________________________
 AE4443* NAD 83(1986)-  45 10 16.     (N)    121 04 37.     (W)     SCALED    
 AE4443* NAVD 88     -       259.47   (meters)     851.3    (feet)  RESET     
 AE4443  ___________________________________________________________________
 AE4443  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 AE4443  VERT ORDER  -  THIRD
 AE4443
 AE4443.The horizontal coordinates were scaled from a topographic map and have
 AE4443.an estimated accuracy of +/- 6 seconds.
 AE4443
 AE4443.The orthometric height was computed from unverified reset data.
 AE4443
 AE4443.The geoid height was determined by GEOID03.
 AE4443
 AE4443;                    North         East    Units  Estimated Accuracy
 AE4443;SPC OR N     -   167,340.    2,454,650.      MT  (+/- 180 meters Scaled)
 AE4443
 AE4443                          SUPERSEDED SURVEY CONTROL
 AE4443
 AE4443.No superseded survey control is available for this station.
 AE4443
 AE4443_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR511037(NAD 83)
 AE4443_MARKER: DD = SURVEY DISK
 AE4443_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AE4443_SP_SET: BRIDGE CURB
 AE4443_MARK LOGO: ORHD  
 AE4443_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE4443_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE4443
 AE4443  HISTORY     - Date     Condition        Report By
 AE4443  HISTORY     - 1953     MONUMENTED       ORHD
 AE4443
 AE4443                          STATION DESCRIPTION
 AE4443
 AE4443'DESCRIBED BY OREGON HIGHWAY DEPARTMENT 1953 (LMS)
 AE4443'0.9 MILE (1.4 KM) SOUTHEAST OF MAUPIN, 0.76 MILES (1.22 KM)
 AE4443'SOUTHEASTERLY FROM THE MAUPIN POST OFFICE ON THE DALLES-CALIFORNIA
 AE4443'HIGHWAY TO THE SOUTHERLY END OF THE BRIDGE OVER THE DESCHUTES RIVER,
 AE4443'THENCE 0.25 MILES (0.40 KM) NORTHEASTERLY ON THE SNANIKO ROAD.  THE
 AE4443'DISK IS SET IN THE CURB AT THE NORTHEAST CORNER OF THE BRIDGE OVER
 AE4443'BAKEOVEN CREEK, BEING 14 FEET (4.3 M) LEFT OF CENTERLINE STATION
 AE4443'15-51.  NOTE--NO REMARKS IN DESCRIPTION AS BEING STAMPED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0485 ***********************************************************************
 PA0485  DESIGNATION -  F 461
 PA0485  PID         -  PA0485
 PA0485  STATE/COUNTY-  OR/CROOK
 PA0485  USGS QUAD   -  HARDIN RANCH (1981)
 PA0485
 PA0485                         *CURRENT SURVEY CONTROL
 PA0485  ___________________________________________________________________
 PA0485* NAD 83(1986)-  43 54 54.     (N)    119 53 34.     (W)     SCALED    
 PA0485* NAVD 88     -      1381.429  (meters)    4532.24   (feet)  ADJUSTED  
 PA0485  ___________________________________________________________________
 PA0485  GEOID HEIGHT-         -19.16  (meters)                     GEOID03
 PA0485  DYNAMIC HT  -        1380.790 (meters)    4530.14  (feet)  COMP
 PA0485  MODELED GRAV-     980,107.4   (mgal)                       NAVD 88
 PA0485
 PA0485  VERT ORDER  -  FIRST     CLASS II
 PA0485
 PA0485.The horizontal coordinates were scaled from a topographic map and have
 PA0485.an estimated accuracy of +/- 6 seconds.
 PA0485
 PA0485.The orthometric height was determined by differential leveling
 PA0485.and adjusted in June 1991.
 PA0485
 PA0485.The geoid height was determined by GEOID03.
 PA0485
 PA0485.The dynamic height is computed by dividing the NAVD 88
 PA0485.geopotential number by the normal gravity value computed on the
 PA0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0485.degrees latitude (g = 980.6199 gals.).
 PA0485
 PA0485.The modeled gravity was interpolated from observed gravity values.
 PA0485
 PA0485;                    North         East    Units  Estimated Accuracy
 PA0485;SPC OR S     -   249,940.    1,548,770.      MT  (+/- 180 meters Scaled)
 PA0485
 PA0485                          SUPERSEDED SURVEY CONTROL
 PA0485
 PA0485  NGVD 29 (??/??/92) 1380.214  (m)         4528.25   (f) ADJ UNCH    1 2
 PA0485
 PA0485.Superseded values are not recommended for survey control.
 PA0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0485.See file dsdata.txt to determine how the superseded data were derived.
 PA0485
 PA0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKJ677665(NAD 83)
 PA0485_MARKER: DB = BENCH MARK DISK
 PA0485_SETTING: 80 = SET IN A BOULDER
 PA0485_SP_SET: BOULDER
 PA0485_STAMPING: F 461 1936
 PA0485_MARK LOGO: CGS   
 PA0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0485+STABILITY: SURFACE MOTION
 PA0485
 PA0485  HISTORY     - Date     Condition        Report By
 PA0485  HISTORY     - 1936     MONUMENTED       CGS
 PA0485  HISTORY     - 1976     GOOD             USGS
 PA0485  HISTORY     - 19790502 GOOD             USGS
 PA0485
 PA0485                          STATION DESCRIPTION
 PA0485
 PA0485'DESCRIBED BY US GEOLOGICAL SURVEY 1976
 PA0485'22.9 MI S FROM PAULINA.
 PA0485'RILEY, 30 MI W. OF JCT. WITH U.S. HWY. 395 AT, ALONG U.S. HWY. 20 TO
 PA0485'T-RD. N., THENCE 20.8 MI N. ALONG PAULINA RD. TO RD. X-ING. LEADING E.
 PA0485'TO TWELVEMILE CREEK, THENCE 6.2 MI E. TO BRIDGE AND T-RD., THENCE 7.1
 PA0485'MI N. AND E. TO BRIDGE, THENCE 0.4 MI E. AND NE. ALONG DIM RD. AND
 PA0485'CROSS-COUNTY TO POINT ABOUT HALFWAY DOWN ROCKY SLOPE.  42 FT E. OF OLD
 PA0485'PAULINA-SUNTEX RD., 15 FT W. OF 18-INCH JUNIPER TREE.  IN TOP OF
 PA0485'BOULDER.  NGS TABLET STAMPED F 461 1936.
 PA0485
 PA0485                          STATION RECOVERY (1979)
 PA0485
 PA0485'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PA0485'RILEY - JCT OF US HWY 395 AND US HWY 20 - 30 MI W OF, ALONG US HWY 20
 PA0485'TO T-RD N, THENCE 20.8 MI N ALONG PAULINA RD TO X-RD LEADING E TO
 PA0485'TWELVEMILE CREEK, THENCE 2.6 MI E TO BRIDGE AND T-RD, THENCE 7.1 MI N
 PA0485'AND E TO BRIDGE, THENCE 0.4 MI E AND SE ALONG DIM RD AND CROSS-COUNTY
 PA0485'TO POINT HALFWAY DOWN ROCKY SLOPE.  42 FT E OF OLD PAULINA-SUNTEX RD,
 PA0485'15 FT W OF 18-INCH JUNIPER TREE.  SET IN TOP OF BOULDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0794 ***********************************************************************
 QD0794  DESIGNATION -  F 463
 QD0794  PID         -  QD0794
 QD0794  STATE/COUNTY-  OR/DESCHUTES
 QD0794  USGS QUAD   -  BEND (1981)
 QD0794
 QD0794                         *CURRENT SURVEY CONTROL
 QD0794  ___________________________________________________________________
 QD0794* NAD 83(1986)-  44 03 20.     (N)    121 18 20.     (W)     SCALED    
 QD0794* NAVD 88     -      1107.630  (meters)    3633.95   (feet)  ADJUSTED  
 QD0794  ___________________________________________________________________
 QD0794  GEOID HEIGHT-         -20.92  (meters)                     GEOID03
 QD0794  DYNAMIC HT  -        1107.190 (meters)    3632.51  (feet)  COMP
 QD0794  MODELED GRAV-     980,183.3   (mgal)                       NAVD 88
 QD0794
 QD0794  VERT ORDER  -  FIRST     CLASS II
 QD0794
 QD0794.The horizontal coordinates were scaled from a topographic map and have
 QD0794.an estimated accuracy of +/- 6 seconds.
 QD0794
 QD0794.The orthometric height was determined by differential leveling
 QD0794.and adjusted in June 1991.
 QD0794.WARNING-Repeat measurements at this control monument indicate possible
 QD0794.vertical movement.
 QD0794
 QD0794.The geoid height was determined by GEOID03.
 QD0794
 QD0794.The dynamic height is computed by dividing the NAVD 88
 QD0794.geopotential number by the normal gravity value computed on the
 QD0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0794.degrees latitude (g = 980.6199 gals.).
 QD0794
 QD0794.The modeled gravity was interpolated from observed gravity values.
 QD0794
 QD0794;                    North         East    Units  Estimated Accuracy
 QD0794;SPC OR S     -   265,690.    1,435,450.      MT  (+/- 180 meters Scaled)
 QD0794
 QD0794                          SUPERSEDED SURVEY CONTROL
 QD0794
 QD0794  NGVD 29 (??/??/92) 1106.451  (m)         3630.08   (f) ADJ UNCH    1 2
 QD0794
 QD0794.Superseded values are not recommended for survey control.
 QD0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0794.See file dsdata.txt to determine how the superseded data were derived.
 QD0794
 QD0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP357794(NAD 83)
 QD0794_MARKER: DD = SURVEY DISK
 QD0794_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QD0794_SP_SET: CULVERT
 QD0794_STAMPING: F-463 1936
 QD0794_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0794
 QD0794  HISTORY     - Date     Condition        Report By
 QD0794  HISTORY     - 1936     MONUMENTED       PG+E
 QD0794  HISTORY     - 1936     GOOD             NGS
 QD0794  HISTORY     - 1959     MARK NOT FOUND   NGS
 QD0794  HISTORY     - 19880713 MARK NOT FOUND   NGS
 QD0794
 QD0794                          STATION DESCRIPTION
 QD0794
 QD0794'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 QD0794'IN BEND.
 QD0794'SET ON WEST END OF SOUTH CONCRETE HEADWALL OF U.S. HIGHWAY 97, BRIDGE
 QD0794'OVER PILOT BUTTE CANAL.  350 FEET EAST OF OREGON TRUNK RAILROAD TRACK,
 QD0794'AND NEAR END OF NEW FRANKLIN AVENUE UNDERPASS.
 QD0794
 QD0794                          STATION RECOVERY (1959)
 QD0794
 QD0794'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 QD0794'MARK NOT FOUND.
 QD0794
 QD0794                          STATION RECOVERY (1988)
 QD0794
 QD0794'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QD0794'THIS AREA IS NOW A PAVED PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0401 ***********************************************************************
 NY0401  DESIGNATION -  F 464
 NY0401  PID         -  NY0401
 NY0401  STATE/COUNTY-  OR/KLAMATH
 NY0401  USGS QUAD   -  LOST RIVER (1986)
 NY0401
 NY0401                         *CURRENT SURVEY CONTROL
 NY0401  ___________________________________________________________________
 NY0401* NAD 83(1991)-  42 03 00.72698(N)    121 38 15.21604(W)     ADJUSTED  
 NY0401* NAVD 88     -      1243.874  (meters)    4080.94   (feet)  ADJUSTED  
 NY0401  ___________________________________________________________________
 NY0401  LAPLACE CORR-           3.84  (seconds)                    DEFLEC99
 NY0401  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 NY0401  DYNAMIC HT  -        1243.104 (meters)    4078.42  (feet)  COMP
 NY0401  MODELED GRAV-     979,960.0   (mgal)                       NAVD 88
 NY0401
 NY0401  HORZ ORDER  -  THIRD
 NY0401  VERT ORDER  -  SECOND    CLASS 0
 NY0401
 NY0401.The horizontal coordinates were established by classical geodetic methods
 NY0401.and adjusted by the National Geodetic Survey in October 1991.
 NY0401
 NY0401.The orthometric height was determined by differential leveling
 NY0401.and adjusted in June 1991.
 NY0401
 NY0401.The Laplace correction was computed from DEFLEC99 derived deflections.
 NY0401
 NY0401.The geoid height was determined by GEOID03.
 NY0401
 NY0401.The dynamic height is computed by dividing the NAVD 88
 NY0401.geopotential number by the normal gravity value computed on the
 NY0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0401.degrees latitude (g = 980.6199 gals.).
 NY0401
 NY0401.The modeled gravity was interpolated from observed gravity values.
 NY0401
 NY0401;                    North         East     Units Scale Factor Converg.
 NY0401;SPC OR S     -    43,245.707 1,405,821.455   MT  1.00008328   -0 46 41.7
 NY0401;SPC OR S     -   141,882.24  4,612,275.11   iFT  1.00008328   -0 46 41.7
 NY0401;SPC CA 1     -   801,762.103 2,030,008.333   MT  1.00012008   +0 14 13.2
 NY0401;SPC CA 1     - 2,630,447.83  6,660,119.01   sFT  1.00012008   +0 14 13.2
 NY0401;UTM  10      - 4,656,248.046   612,746.421   MT  0.99975641   +0 54 45.5
 NY0401
 NY0401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NY0401!SPC OR S     -   0.99980852  x   1.00008328  =   0.99989179
 NY0401!SPC CA 1     -   0.99980852  x   1.00012008  =   0.99992858
 NY0401!UTM  10      -   0.99980852  x   0.99975641  =   0.99956498
 NY0401
 NY0401:                Primary Azimuth Mark                     Grid Az
 NY0401:SPC OR S     -  F 464 AZ MK                              135 15 38.7
 NY0401:SPC CA 1     -  F 464 AZ MK                              134 14 43.8
 NY0401:UTM  10      -  F 464 AZ MK                              133 34 11.5
 NY0401
 NY0401|---------------------------------------------------------------------|
 NY0401| PID    Reference Object                     Distance      Geod. Az  |
 NY0401|                                                           dddmmss.s |
 NY0401| CD6789 F 464 AZ MK                                        1342857.0 |
 NY0401| NY0916 MERRILL MUNICIPAL TANK              APPROX. 4.2 KM 1344656.8 |
 NY0401| NY0986 F 464 RM 1                           11.468 METERS 24120     |
 NY0401| NY0987 F 464 RM 2                           10.951 METERS 31358     |
 NY0401|---------------------------------------------------------------------|
 NY0401
 NY0401                          SUPERSEDED SURVEY CONTROL
 NY0401
 NY0401  NAD 83(1986)-  42 03 00.72816(N)    121 38 15.21924(W) AD(       ) 3
 NY0401  NAD 27      -  42 03 01.18800(N)    121 38 11.23600(W) AD(       ) 3
 NY0401  NGVD 29 (??/??/92) 1242.786  (m)         4077.37   (f) ADJ UNCH    2 0
 NY0401
 NY0401.Superseded values are not recommended for survey control.
 NY0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0401.See file dsdata.txt to determine how the superseded data were derived.
 NY0401
 NY0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM1274656248(NAD 83)
 NY0401_MARKER: DB = BENCH MARK DISK
 NY0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NY0401_STAMPING: F-464 1940
 NY0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0401+STABILITY: SURFACE MOTION
 NY0401
 NY0401  HISTORY     - Date     Condition        Report By
 NY0401  HISTORY     - 1940     MONUMENTED       CGS
 NY0401  HISTORY     - 1948     GOOD             CGS
 NY0401  HISTORY     - 1966     SEE DESCRIPTION  CGS
 NY0401  HISTORY     - 1972     GOOD             NGS
 NY0401  HISTORY     - 1980     GOOD             NGS
 NY0401  HISTORY     - 1980     GOOD             NGS
 NY0401
 NY0401                          STATION DESCRIPTION
 NY0401
 NY0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NY0401'16.65 MI SE FROM KLAMATH FALLS.
 NY0401'LOCATED 16.65 MILES SOUTH-EAST OF THE CITY HALL IN KLAMATH FALLS,
 NY0401'KLAMATH CO OR ALONG THE KLAMATH FALLS-CANBY CALIF. HWY.  AND THE
 NY0401'SOUTHERN PACIFIC RAILROAD TRACKS.  AT A PRIVATE DIRT ROAD CROSSING. 36
 NY0401'FEET SOUTH-WEST OF THE CENTERLINE OF HWY.  ABOUT 2 FEET IN-SIDE THE
 NY0401'R.O.W. FENCE LINE.  42 FEET NORTH-EAST OF THE CENTERLINE OF S.P.
 NY0401'RAILROAD TRACKS.  ABOUT 12 FEET NORTH-WEST OF THE CENTERLINE OF DIRT
 NY0401'ROAD.  ABOUT 4 FEET NORTH-WEST OF A WOOD GATE IN THE R.O.W. FENCE.
 NY0401'OPPOSITE AND ACROSS HWY. FROM OLD UNPAINTED GAS STATION.  WITNESS POST
 NY0401'IS SET BY BENCH MARK.
 NY0401
 NY0401                          STATION RECOVERY (1948)
 NY0401
 NY0401'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (WRH)
 NY0401'THE STATION IS LOCATED ALONG STATE HIGHWAY 39, ABOUT 15 MILES
 NY0401'SOUTHEAST OF KLAMATH FALLS, 2.6 MILES NORTHWEST OF MERRILL, AT
 NY0401'A JUNCTION OF A ROAD CROSSING OVER THE RAILROAD TRACKS.
 NY0401'
 NY0401'THE STATION MARK, STAMPED F 464 1940, IS A STANDARD USC AND GS
 NY0401'BENCH MARK DISK SET IN A 6 INCH SQUARE CONCRETE POST THAT PROJECTS
 NY0401'8 INCHES.  IT IS 36 FEET SOUTHWEST OF THE CENTERLINE OF STATE
 NY0401'HIGHWAY 39, 12 FEET NORTHWEST OF THE CENTERLINE OF DIRT ROAD AND
 NY0401'42 FEET NORTHEAST OF THE CENTERLINE OF THE RAILROAD TRACKS.
 NY0401'
 NY0401'REFERENCE MARK NUMBER 1, STAMPED BM F 464 NO 1 1948, IS A STANDARD
 NY0401'DISK SET IN A CONCRETE POST AS DESCRIBED IN NOTE 11A THAT PROJECTS
 NY0401'3 INCHES AND IS 18 INCHES HIGHER THAN THE STATION.  IT IS 72.4
 NY0401'FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 39, 25.5 FEET NORTH
 NY0401'OF THE CENTER OF DIRT ROAD AND 11.5 FEET EAST OF THE CENTER OF
 NY0401'RAILROAD TRACKS.
 NY0401'
 NY0401'REFERENCE MARK NUMBER 2, STAMPED BM F 464 NO 2 1948, IS A STANDARD
 NY0401'DISK SET IN A CONCRETE POST AS DESCRIBED IN NOTE 11A THAT PROJECTS
 NY0401'3 INCHES AND IS THE SAME ELEVATION AS THE STATION.  IT IS 36.3
 NY0401'FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 39 AND 29.6 FEET
 NY0401'SOUTH OF A TELEPHONE POLE.
 NY0401'
 NY0401'THE AZIMUTH MARK, STAMPED BM F 464 1948, IS A STANDARD DISK AS
 NY0401'DESCRIBED IN NOTE 11A AND PROJECTS 2 INCHES.  IT IS 45 FEET WEST
 NY0401'OF THE CENTERLINE OF STATE HIGHWAY 39, 18 FEET EAST OF CENTER OF
 NY0401'RAILROAD TRACK, 2.5 FEET NORTH OF A DITCH AND JUST WEST OF A
 NY0401'BUSHY TREE.  TO REACH FROM THE STATION, GO SOUTH SOUTHEAST ON
 NY0401'STATE HIGHWAY 39 FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 NY0401'
 NY0401'THE STATION IS REACHED AS FOLLOWS--FROM THE U.S. POST OFFICE
 NY0401'IN MERRILL GO WEST AND NORTHWEST ON STATE HIGHWAY 39 FOR 2.6
 NY0401'MILES TO THE STATION ON THE LEFT.
 NY0401
 NY0401                          STATION RECOVERY (1966)
 NY0401
 NY0401'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JJC)
 NY0401'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 NY0401'
 NY0401'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NY0401'4 MILES NW OF MERRILL, ORE.
 NY0401
 NY0401                          STATION RECOVERY (1972)
 NY0401
 NY0401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 NY0401'RECOVERED IN GOOD CONDITION.
 NY0401
 NY0401                          STATION RECOVERY (1980)
 NY0401
 NY0401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 NY0401'THE STATION, REFERENCE MARK 1 AND 2 AND THE AZIMUTH MARK WERE
 NY0401'RECOVERED IN GOOD CONDITION.  A DIFFERENCE OF 0.01 METER WAS FOUND
 NY0401'BETWEEN EACH REFERENCE MARK.
 NY0401'
 NY0401'THE STATION IS LOCATED ALONG STATE HIGHWAY 39, ABOUT 15 MILES
 NY0401'SOUTHEAST OF KLAMATH FALLS, 2.9 MILES NORTHWEST OF MERRILL AND AT A
 NY0401'PRIVATE ROAD CROSSING THE RAILROAD TRACKS.
 NY0401'
 NY0401'TO REACH THE STATION FROM THE POST OFFICE IN MERRILL GO WEST AND
 NY0401'NORTHWEST ON STATE HIGHWAY 39 FOR 2.90 MILES AND THE STATION ON THE
 NY0401'LEFT.
 NY0401'
 NY0401'THE STATION IS A STANDARD US COAST AND GEODETIC SURVEY (NOW NOS) DISK
 NY0401'STAMPED---F 464 1940---SET INTO THE TOP OF A SQUARE CONCRETE
 NY0401'MONUMENT 15 CM (6 INCHES) ON SIDE PROJECTING 30 CM (12 INCHES) ABOVE
 NY0401'THE GROUND LOCATED 11.0 METERS (36 FEET) SW FROM THE CENTERLINE OF
 NY0401'THE ROAD, 14.6 METERS (48 FEET) NE FROM THE CENTERLINE OF RAILROAD
 NY0401'TRACKS, 4.15 METERS (13.6 FEET) NW FROM THE CENTERLINE OF A DIRT ROAD
 NY0401'OVER TRACKS, AND 0.82 METER (2.7 FEET) SW FROM A METAL WITNESS POST.
 NY0401'
 NY0401'REFERENCE MARK NO. 1 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 NY0401'NOS) DISK STAMPED---BM F464 1948 NO 1---SET INTO THE TOP OF A
 NY0401'SQUARE CONCRETE MONUMENT 25 CM (10 INCHES) ON SIDE RECESSED 3 CM (1
 NY0401'INCH) BELOW THE GROUND LOCATED 5.03 METERS (16.5 FEET) NW FROM A STOP
 NY0401'SIGN, 7.77 METERS (25.5 FEET) NW FROM THE CENTERLINE OF A TRACK ROAD,
 NY0401'2.59 METERS (8.5 FEET) NE FROM THE EAST RAIL OF THE TRACK, AND 0.3
 NY0401'METER (1 FOOT) HIGHER THAN THE STATION.
 NY0401'
 NY0401'REFERENCE MARK NO. 2 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 NY0401'NOS) DISK STAMPED---BM F464 NO 2 1948---SET INTO THE TOP OF A
 NY0401'SQUARE CONCRETE MONUMENT 25 CM (10 INCHES) ON SIDE PROJECTING 5 CM (2
 NY0401'INCHES) ABOVE THE GROUND LOCATED 15.2 METERS (50 FEET) NW FROM THE
 NY0401'CENTERLINE OF A TRACK ROAD, 11.0 METERS (36 FEET) SW FROM THE
 NY0401'CENTERLINE OF PAVED ROAD, 8.5 METERS (28 FEET) SE FROM A TELEPHONE
 NY0401'POLE, AND IS LEVEL WITH THE STATION.
 NY0401'
 NY0401'AZIMUTH MARK NO. 1 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 NY0401'NOS) DISK STAMPED---BM F464 1948---SET INTO THE TOP OF A SQUARE
 NY0401'CONCRETE MONUMENT 25 CM (10 INCHES) ON SIDE FLUSH WITH THE GROUND
 NY0401'LOCATED 16.8 METERS (55 FEET) SW FROM THE CENTERLINE OF THE ROAD, 8.5
 NY0401'METERS (28 FEET) NE FROM THE CENTERLINE OF THE RAILROAD TRACKS, 0.6
 NY0401'METER (2 FEET) N FROM A DITCH AND ON THE BANK CAUSED WHEN THE DITCH
 NY0401'WAS DUG, AND 0.40 METER (1.3 FEET) E FROM A METAL WITNESS POST.
 NY0401'
 NY0401'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTHEAST 0.25 MILE TO
 NY0401'THE MARK ON THE RIGHT.
 NY0401
 NY0401                          STATION RECOVERY (1980)
 NY0401
 NY0401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NY0401'THE MARK IS 2.9 MILES NORTHWEST OF MERRIL ON THE SOUTH SIDE OF
 NY0401'HIGHWAY 39,48 FEET FROM THE CENTERLINE OF THE TRACK 36 FEET NE FROM
 NY0401'THE CENTERLINE OF THE RAILROAD TRACKS,13.6 FEET NORTHWEST OF THE
 NY0401'CENTERLINE OF A DIRT ROAD OVER THE TRACKS, 37.6 FEET SOUTHEAST OF RM
 NY0401'1 36.0 FEET EAST-NORTHEAST OF RM2.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0986 ***********************************************************************
 NY0986  DESIGNATION -  F 464 RM 1
 NY0986  PID         -  NY0986
 NY0986  STATE/COUNTY-  OR/KLAMATH
 NY0986  USGS QUAD   -  LOST RIVER (1986)
 NY0986
 NY0986                         *CURRENT SURVEY CONTROL
 NY0986  ___________________________________________________________________
 NY0986* NAD 83(1986)-  42 03 01.     (N)    121 38 15.     (W)     SCALED    
 NY0986* NAVD 88     -      1244.10   (meters)    4081.7    (feet)  RESET     
 NY0986  ___________________________________________________________________
 NY0986  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 NY0986  VERT ORDER  -  THIRD
 NY0986
 NY0986.The horizontal coordinates were scaled from a topographic map and have
 NY0986.an estimated accuracy of +/- 6 seconds.
 NY0986
 NY0986.The orthometric height was computed from unverified reset data.
 NY0986.No vertical observational check was made to the station.
 NY0986
 NY0986.The geoid height was determined by GEOID03.
 NY0986
 NY0986;                    North         East    Units  Estimated Accuracy
 NY0986;SPC OR S     -    43,250.    1,405,830.      MT  (+/- 180 meters Scaled)
 NY0986
 NY0986                          SUPERSEDED SURVEY CONTROL
 NY0986
 NY0986  NGVD 29 (10/26/06) 1243.01   (m)         4078.1    (f) RESET       3  
 NY0986
 NY0986.Superseded values are not recommended for survey control.
 NY0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0986.See file dsdata.txt to determine how the superseded data were derived.
 NY0986
 NY0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM127562(NAD 83)
 NY0986_MARKER: DR = REFERENCE MARK DISK
 NY0986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0986_SP_SET: CONCRETE POST
 NY0986_STAMPING: BM F 464 1948 NO 1
 NY0986_MARK LOGO: CGS   
 NY0986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0986+STABILITY: SURFACE MOTION
 NY0986
 NY0986  HISTORY     - Date     Condition        Report By
 NY0986  HISTORY     - 1948     MONUMENTED       CGS
 NY0986  HISTORY     - 19800716 GOOD             NGS
 NY0986
 NY0986                          STATION DESCRIPTION
 NY0986
 NY0986'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NY0986'2.9 MILES NORTHWEST OF THE POST OFFICE IN MERRILL, ALONG STATE HIGHWAY
 NY0986'39, ON THE SOUTH SIDE OF HIGHWAY 39, 25.5 FEET NORTHWEST OF A TRACK
 NY0986'ROAD, 16.5 FEET NORTHWEST FROM A STOP SIGN, 8.5 FEET NORTHEAST FROM
 NY0986'THE EAST RAIL OF THE TRACK, 37.7 FEET SOUTHEAST OF BM F 464, AND 43.6
 NY0986'FEET SOUTH OF RM 2.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0987 ***********************************************************************
 NY0987  DESIGNATION -  F 464 RM 2
 NY0987  PID         -  NY0987
 NY0987  STATE/COUNTY-  OR/KLAMATH
 NY0987  USGS QUAD   -  LOST RIVER (1986)
 NY0987
 NY0987                         *CURRENT SURVEY CONTROL
 NY0987  ___________________________________________________________________
 NY0987* NAD 83(1986)-  42 03 01.     (N)    121 38 15.     (W)     SCALED    
 NY0987* NAVD 88     -      1243.73   (meters)    4080.5    (feet)  RESET     
 NY0987  ___________________________________________________________________
 NY0987  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 NY0987  VERT ORDER  -  THIRD
 NY0987
 NY0987.The horizontal coordinates were scaled from a topographic map and have
 NY0987.an estimated accuracy of +/- 6 seconds.
 NY0987
 NY0987.The orthometric height was computed from unverified reset data.
 NY0987.No vertical observational check was made to the station.
 NY0987
 NY0987.The geoid height was determined by GEOID03.
 NY0987
 NY0987;                    North         East    Units  Estimated Accuracy
 NY0987;SPC OR S     -    43,250.    1,405,830.      MT  (+/- 180 meters Scaled)
 NY0987
 NY0987                          SUPERSEDED SURVEY CONTROL
 NY0987
 NY0987  NGVD 29 (10/26/06) 1242.65   (m)         4076.9    (f) RESET       3  
 NY0987
 NY0987.Superseded values are not recommended for survey control.
 NY0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0987.See file dsdata.txt to determine how the superseded data were derived.
 NY0987
 NY0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM127562(NAD 83)
 NY0987_MARKER: DR = REFERENCE MARK DISK
 NY0987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0987_SP_SET: CONCRETE POST
 NY0987_STAMPING: BM F 464 NO 2 1948
 NY0987_MARK LOGO: CGS   
 NY0987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0987+STABILITY: SURFACE MOTION
 NY0987
 NY0987  HISTORY     - Date     Condition        Report By
 NY0987  HISTORY     - 1948     MONUMENTED       CGS
 NY0987  HISTORY     - 19800716 GOOD             NGS
 NY0987
 NY0987                          STATION DESCRIPTION
 NY0987
 NY0987'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NY0987'2.9 MILES NORTHWEST ALONG HIGHWAY 39 FROM THE POST OFFICE IN MERRILL,
 NY0987'50 FEET NORTHWEST FROM THE CENTERLINE OF A TRACK ROAD, 36 FEET
 NY0987'SOUTHWEST FROM THE CENTERLINE OF HIGHWAY 39, 28 FEET SOUTHEAST FROM A
 NY0987'TELEPHONE POLE, 36.0 EAST-SOUTHEAST FROM BM F 464, 43.6 FEET NORTH
 NY0987'FROM RM 1.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0089 ***********************************************************************
 OA0089  DESIGNATION -  F 465
 OA0089  PID         -  OA0089
 OA0089  STATE/COUNTY-  OR/CURRY
 OA0089  USGS QUAD   -  LANGLOIS (1996)
 OA0089
 OA0089                         *CURRENT SURVEY CONTROL
 OA0089  ___________________________________________________________________
 OA0089* NAD 83(1986)-  42 54 02.     (N)    124 27 34.     (W)     SCALED    
 OA0089* NAVD 88     -        33.498  (meters)     109.90   (feet)  POSTED    
 OA0089  ___________________________________________________________________
 OA0089  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 OA0089  DYNAMIC HT  -          33.490 (meters)     109.88  (feet)  COMP
 OA0089  MODELED GRAV-     980,424.1   (mgal)                       NAVD 88
 OA0089
 OA0089  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 OA0089
 OA0089.The horizontal coordinates were scaled from a topographic map and have
 OA0089.an estimated accuracy of +/- 6 seconds.
 OA0089
 OA0089.The orthometric height was determined by differential leveling
 OA0089.and adjusted by the  in 1992.
 OA0089.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 OA0089.rate of 2.1 thru 3.0 mm/km.
 OA0089
 OA0089.The geoid height was determined by GEOID03.
 OA0089
 OA0089.The dynamic height is computed by dividing the NAVD 88
 OA0089.geopotential number by the normal gravity value computed on the
 OA0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0089.degrees latitude (g = 980.6199 gals.).
 OA0089
 OA0089.The modeled gravity was interpolated from observed gravity values.
 OA0089
 OA0089;                    North         East    Units  Estimated Accuracy
 OA0089;SPC OR S     -   144,710.    1,176,770.      MT  (+/- 180 meters Scaled)
 OA0089
 OA0089                          SUPERSEDED SURVEY CONTROL
 OA0089
 OA0089  NGVD 29 (??/??/92)   32.332  (m)          106.08   (f) ADJ UNCH    1 2
 OA0089
 OA0089.Superseded values are not recommended for survey control.
 OA0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0089.See file dsdata.txt to determine how the superseded data were derived.
 OA0089
 OA0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN808508(NAD 83)
 OA0089_MARKER: DB = BENCH MARK DISK
 OA0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OA0089_STAMPING: F 465 1941
 OA0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0089+STABILITY: SURFACE MOTION
 OA0089
 OA0089  HISTORY     - Date     Condition        Report By
 OA0089  HISTORY     - 1941     MONUMENTED       CGS
 OA0089  HISTORY     - 1982     MARK NOT FOUND   USGS
 OA0089  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 OA0089  HISTORY     - 1988     MARK NOT FOUND   NGS
 OA0089  HISTORY     - 20020507 MARK NOT FOUND   USPSQD
 OA0089
 OA0089                          STATION DESCRIPTION
 OA0089
 OA0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 OA0089'0.8 MI N FROM DENMARK.
 OA0089'0.8 MILE NORTH ALONG THE OREGON COAST HIGHWAY (U. S. 101) FROM THE
 OA0089'POST OFFICE AT DENMARK, CURRY COUNTY, ABOUT 0.1 MILE SOUTH OF A SMALL
 OA0089'WHITE RANCH HOUSE ABOUT 250 FEET WEST OF THE HIGHWAY, AT THE EDGE OF
 OA0089'AN OPEN FIELD, 27 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AT THE
 OA0089'RIGHT-OF-WAY FENCE, AND AT A WHITE WOODEN POST STENCILED U. S. B. M. A
 OA0089'STANDARD DISK, STAMPED F 465 1941 AND SET IN THE TOP OF A CONCRETE
 OA0089'POST.
 OA0089
 OA0089                          STATION RECOVERY (1982)
 OA0089
 OA0089'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 OA0089'MARK NOT FOUND.
 OA0089
 OA0089                          STATION RECOVERY (1985)
 OA0089
 OA0089'RECOVERY NOTE BY US POWER SQUADRON 1985
 OA0089'MARK NOT FOUND.
 OA0089
 OA0089                          STATION RECOVERY (1988)
 OA0089
 OA0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 OA0089'THERE HAS BEEN ROAD CONSTRUCTION AND A NEW HOUSE BUILT AT THIS
 OA0089'LOCATION.
 OA0089
 OA0089                          STATION RECOVERY (2002)
 OA0089
 OA0089'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 OA0089'HIGHWAY WIDENED FOR PASSING LANE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0225 ***********************************************************************
 OA0225  DESIGNATION -  F 466
 OA0225  PID         -  OA0225
 OA0225  STATE/COUNTY-  OR/CURRY
 OA0225  USGS QUAD   -  CARPENTERVILLE (1986)
 OA0225
 OA0225                         *CURRENT SURVEY CONTROL
 OA0225  ___________________________________________________________________
 OA0225* NAD 83(1986)-  42 13 25.     (N)    124 20 22.     (W)     SCALED    
 OA0225* NAVD 88     -       484.025  (meters)    1588.01   (feet)  ADJUSTED  
 OA0225  ___________________________________________________________________
 OA0225  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 OA0225  DYNAMIC HT  -         483.871 (meters)    1587.50  (feet)  COMP
 OA0225  MODELED GRAV-     980,286.9   (mgal)                       NAVD 88
 OA0225
 OA0225  VERT ORDER  -  FIRST     CLASS II
 OA0225
 OA0225.The horizontal coordinates were scaled from a topographic map and have
 OA0225.an estimated accuracy of +/- 6 seconds.
 OA0225
 OA0225.The orthometric height was determined by differential leveling
 OA0225.and adjusted in June 1991.
 OA0225.WARNING-Repeat measurements at this control monument indicate possible
 OA0225.vertical movement.
 OA0225
 OA0225.The geoid height was determined by GEOID03.
 OA0225
 OA0225.The dynamic height is computed by dividing the NAVD 88
 OA0225.geopotential number by the normal gravity value computed on the
 OA0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0225.degrees latitude (g = 980.6199 gals.).
 OA0225
 OA0225.The modeled gravity was interpolated from observed gravity values.
 OA0225
 OA0225;                    North         East    Units  Estimated Accuracy
 OA0225;SPC OR S     -    69,130.    1,183,120.      MT  (+/- 180 meters Scaled)
 OA0225
 OA0225                          SUPERSEDED SURVEY CONTROL
 OA0225
 OA0225  NGVD 29 (12/02/92)  483.025  (m)         1584.72   (f) ADJUSTED    1 2
 OA0225
 OA0225.Superseded values are not recommended for survey control.
 OA0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0225.See file dsdata.txt to determine how the superseded data were derived.
 OA0225
 OA0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCM894754(NAD 83)
 OA0225_MARKER: DB = BENCH MARK DISK
 OA0225_SETTING: 80 = SET IN A BOULDER
 OA0225_SP_SET: BOULDER
 OA0225_STAMPING: F 466 1941
 OA0225_MARK LOGO: CGS   
 OA0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0225+STABILITY: SURFACE MOTION
 OA0225
 OA0225  HISTORY     - Date     Condition        Report By
 OA0225  HISTORY     - 1941     MONUMENTED       CGS
 OA0225  HISTORY     - 1982     GOOD             USGS
 OA0225  HISTORY     - 1988     GOOD             NGS
 OA0225
 OA0225                          STATION DESCRIPTION
 OA0225
 OA0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 OA0225'16.2 MI N FROM BROOKINGS.
 OA0225'16.2 MILES NORTH ALONG THE OREGON COAST HIGHWAY (U.S. 101) FROM THE
 OA0225'POST OFFICE AT BROOKINGS, CURRY COUNTY, ABOUT 7.5 MILES SOUTH OF A
 OA0225'BRIDGE OVER PISTOL RIVER, ABOUT 0.4 MILE NORTH OF THE AUTO PARK AND
 OA0225'STORE AT CARPENTERVILLE, ABOUT 240 FEET EAST OF THE JUNCTION OF A ROAD
 OA0225'LEADING NORTH TO A RANCH HOUSE, 80 FEET EAST OF A 24-INCH CULVERT, 45
 OA0225'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF A LARGE
 OA0225'BOULDER, AT A 4- BY 4-INCH WHITE WOODEN POST STENCILED U.S.B.M., AND
 OA0225'ABOUT 4 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED F 466
 OA0225'1941.
 OA0225
 OA0225                          STATION RECOVERY (1982)
 OA0225
 OA0225'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 OA0225'16.2 MILES NORTH ALONG THE OREGON COAST HWY. FROM THE POST OFFICE AT
 OA0225'BROOKINGS, 7.95 MILES SOUTH ALONG CARPENTERVILLE RD. FROM POST OFFICE
 OA0225'AT PISTOL RIVER, 267 FT. EAST OF DRIVEWAY NORTH TO RANCHHOUSE, 100
 OA0225'FT. EAST OF CULVERT, ABOUT 50 FT. SOUTH OF AND 4 FT. HIGHER THAN
 OA0225'CENTERLINE OF ROAD, SET IN TOP OF A ROCK OUTCROP, STANDARD USC AND GS
 OA0225'TABLET STAMPED 'F 466 1941'.
 OA0225
 OA0225                          STATION RECOVERY (1988)
 OA0225
 OA0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 OA0225'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  3.8 KM
 OA0225'(2.35 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE IN
 OA0225'BROOKINGS, THENCE 21.7 KM (13.50 MI) NORTHERLY ALONG CARPENTERVILLE
 OA0225'ROAD.  ADD--121.9 M (399.9 FT) EAST OF THE CENTER OF SUMMIT RIDGE
 OA0225'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0436 ***********************************************************************
 OA0436  DESIGNATION -  F 467
 OA0436  PID         -  OA0436
 OA0436  STATE/COUNTY-  OR/COOS
 OA0436  USGS QUAD   -  BILL PEAK (1971)
 OA0436
 OA0436                         *CURRENT SURVEY CONTROL
 OA0436  ___________________________________________________________________
 OA0436* NAD 83(1986)-  43 06 43.     (N)    124 17 56.     (W)     SCALED    
 OA0436* NAVD 88     -         7.011  (meters)      23.00   (feet)  ADJUSTED  
 OA0436  ___________________________________________________________________
 OA0436  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 OA0436  DYNAMIC HT  -           7.010 (meters)      23.00  (feet)  COMP
 OA0436  MODELED GRAV-     980,441.2   (mgal)                       NAVD 88
 OA0436
 OA0436  VERT ORDER  -  FIRST     CLASS II
 OA0436
 OA0436.The horizontal coordinates were scaled from a topographic map and have
 OA0436.an estimated accuracy of +/- 6 seconds.
 OA0436
 OA0436.The orthometric height was determined by differential leveling
 OA0436.and adjusted in June 1991.
 OA0436
 OA0436.The geoid height was determined by GEOID03.
 OA0436
 OA0436.The dynamic height is computed by dividing the NAVD 88
 OA0436.geopotential number by the normal gravity value computed on the
 OA0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0436.degrees latitude (g = 980.6199 gals.).
 OA0436
 OA0436.The modeled gravity was interpolated from observed gravity values.
 OA0436
 OA0436;                    North         East    Units  Estimated Accuracy
 OA0436;SPC OR S     -   167,560.    1,190,940.      MT  (+/- 180 meters Scaled)
 OA0436
 OA0436                          SUPERSEDED SURVEY CONTROL
 OA0436
 OA0436  NGVD 29 (12/02/92)    5.893  (m)           19.33   (f) ADJUSTED    1 2
 OA0436
 OA0436.Superseded values are not recommended for survey control.
 OA0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0436.See file dsdata.txt to determine how the superseded data were derived.
 OA0436
 OA0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN943740(NAD 83)
 OA0436_MARKER: DB = BENCH MARK DISK
 OA0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA0436_SP_SET: CONCRETE POST
 OA0436_STAMPING: F 467 1941
 OA0436_MARK LOGO: CGS   
 OA0436_PROJECTION: RECESSED 2 CENTIMETERS
 OA0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0436+STABILITY: SURFACE MOTION
 OA0436_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OA0436+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2002
 OA0436
 OA0436  HISTORY     - Date     Condition        Report By
 OA0436  HISTORY     - 1941     MONUMENTED       CGS
 OA0436  HISTORY     - 1970     MARK NOT FOUND   NGS
 OA0436  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 OA0436  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 OA0436  HISTORY     - 1988     GOOD             NGS
 OA0436  HISTORY     - 20020217 GOOD             USPSQD
 OA0436
 OA0436                          STATION DESCRIPTION
 OA0436
 OA0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 OA0436'7.4 MI NE FROM BANDON.
 OA0436'7.4 MILES NORTHEAST ALONG THE OREGON COAST HIGHWAY (U.S. 101) FROM
 OA0436'BANDON, COOS COUNTY, OPPOSITE A ROAD LEADING TO A RANCH, 30 FEET NORTH
 OA0436'OF THE CENTER LINE OF THE HIGHWAY, 2 FEET SOUTH OF A FENCE, AND AT A
 OA0436'WHITE WOODEN POST STENCILED U.S.B.M.  A STANDARD DISK, STAMPED F 467
 OA0436'1941 AND SET IN THE TOP OF A CONCRETE POST.
 OA0436
 OA0436                          STATION RECOVERY (1970)
 OA0436
 OA0436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 OA0436'MARK NOT FOUND.
 OA0436
 OA0436                          STATION RECOVERY (1985)
 OA0436
 OA0436'RECOVERY NOTE BY US POWER SQUADRON 1985
 OA0436'MARK NOT FOUND.
 OA0436
 OA0436                          STATION RECOVERY (1988)
 OA0436
 OA0436'RECOVERY NOTE BY US POWER SQUADRON 1988 (COB)
 OA0436'MARK NOT FOUND.
 OA0436
 OA0436                          STATION RECOVERY (1988)
 OA0436
 OA0436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 OA0436'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  11.0 KM
 OA0436'(6.85 MI) EASTERLY ALONG STATE HIGHWAY 42 FROM THE JUNCTION OF U.S.
 OA0436'HIGHWAY 101 IN BANDON, AT A HIGHWAY PULLOUT, ON THE EXTENDED CENTER
 OA0436'OF A DIRT ROAD LEADING NORTHEAST TO A BARN, 10.5 M (34.4 FT)
 OA0436'NORTHEAST OF THE EXTENDED CENTER OF A DRIVEWAY, 8.4 M (27.6 FT)
 OA0436'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 3.7 M (12.1 FT) EAST
 OA0436'OF A UTILITY POLE.
 OA0436'THE MARK IS 1.8 METERS  S FROM  A WITNESS POST
 OA0436'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 OA0436
 OA0436                          STATION RECOVERY (2002)
 OA0436
 OA0436'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 OA0436'MARK IS NOW BELOW LEVEL OF HIGHWAY 42S
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0502 ***********************************************************************
 OA0502  DESIGNATION -  F 468
 OA0502  PID         -  OA0502
 OA0502  STATE/COUNTY-  OR/COOS
 OA0502  USGS QUAD   -  NORTH BEND (1971)
 OA0502
 OA0502                         *CURRENT SURVEY CONTROL
 OA0502  ___________________________________________________________________
 OA0502* NAD 83(1986)-  43 24 09.     (N)    124 13 34.     (W)     SCALED    
 OA0502* NAVD 88     -        63.142  (meters)     207.16   (feet)  ADJUSTED  
 OA0502  ___________________________________________________________________
 OA0502  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 OA0502  DYNAMIC HT  -          63.133 (meters)     207.13  (feet)  COMP
 OA0502  MODELED GRAV-     980,480.7   (mgal)                       NAVD 88
 OA0502
 OA0502  VERT ORDER  -  FIRST     CLASS II
 OA0502
 OA0502.The horizontal coordinates were scaled from a topographic map and have
 OA0502.an estimated accuracy of +/- 6 seconds.
 OA0502
 OA0502.The orthometric height was determined by differential leveling
 OA0502.and adjusted in June 1991.
 OA0502
 OA0502.The geoid height was determined by GEOID03.
 OA0502
 OA0502.The dynamic height is computed by dividing the NAVD 88
 OA0502.geopotential number by the normal gravity value computed on the
 OA0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0502.degrees latitude (g = 980.6199 gals.).
 OA0502
 OA0502.The modeled gravity was interpolated from observed gravity values.
 OA0502
 OA0502;                    North         East    Units  Estimated Accuracy
 OA0502;SPC OR S     -   199,530.    1,198,290.      MT  (+/- 180 meters Scaled)
 OA0502
 OA0502                          SUPERSEDED SURVEY CONTROL
 OA0502
 OA0502  NGVD 29 (??/??/92)   62.039  (m)          203.54   (f) ADJ UNCH    1 2
 OA0502
 OA0502.Superseded values are not recommended for survey control.
 OA0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0502.See file dsdata.txt to determine how the superseded data were derived.
 OA0502
 OA0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP007062(NAD 83)
 OA0502_MARKER: DB = BENCH MARK DISK
 OA0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA0502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OA0502_STAMPING: F 468 1941
 OA0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0502+STABILITY: SURFACE MOTION
 OA0502_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OA0502+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2006
 OA0502
 OA0502  HISTORY     - Date     Condition        Report By
 OA0502  HISTORY     - 1941     MONUMENTED       CGS
 OA0502  HISTORY     - 1970     MARK NOT FOUND   NGS
 OA0502  HISTORY     - 1987     MARK NOT FOUND   NGS
 OA0502  HISTORY     - 19940630 GOOD             USPSQD
 OA0502  HISTORY     - 20011102 GOOD             USPSQD
 OA0502  HISTORY     - 20050408 GOOD             USPSQD
 OA0502  HISTORY     - 20061006 GOOD             USPSQD
 OA0502
 OA0502                          STATION DESCRIPTION
 OA0502
 OA0502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 OA0502'IN COOS BAY.
 OA0502'AT NORTH BEND, COOS COUNTY, AT A PRIVATE RESIDENCE AT 2264 SOUTH
 OA0502'MCPHERSON AVENUE, ON THE SOUTH EDGE OF LAWN, AND 12 FEET WEST OF THE
 OA0502'EDGE OF THE SIDEWALK.  A STANDARD DISK STAMPED F 468 1941 AND SET IN
 OA0502'THE TOP OF CONCRETE POST FLUSH WITH GROUND.  NOTE-- THE SIDEWALK IS
 OA0502'BROKEN UP IN CERTAIN SECTIONS.
 OA0502
 OA0502                          STATION RECOVERY (1987)
 OA0502
 OA0502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 OA0502'MARK NOT FOUND.
 OA0502
 OA0502                          STATION RECOVERY (1994)
 OA0502
 OA0502'RECOVERY NOTE BY US POWER SQUADRON 1994
 OA0502'RECOVERED IN GOOD CONDITION.
 OA0502
 OA0502                          STATION RECOVERY (2001)
 OA0502
 OA0502'RECOVERY NOTE BY US POWER SQUADRON 2001 (AES)
 OA0502'LAWN HAS BEEN LANDSCAPED WITH BARK. MARK IS 3 FEET NORTH OF CONCRETE
 OA0502'DRIVEWAY AND FLUSH WITH SURFACE ABOUT 6 INCHES ABOVE DRIVEWAY.
 OA0502'SIDEWALK NOTED AS BROKEN IN 1970 HAS BEEN REPLACED.
 OA0502
 OA0502                          STATION RECOVERY (2005)
 OA0502
 OA0502'RECOVERY NOTE BY US POWER SQUADRON 2005 (SAO)
 OA0502'RECOVERED IN GOOD CONDITION.
 OA0502
 OA0502                          STATION RECOVERY (2006)
 OA0502
 OA0502'RECOVERY NOTE BY US POWER SQUADRON 2006 (SO)
 OA0502'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1278 ***********************************************************************
 QE1278  DESIGNATION -  F 469
 QE1278  PID         -  QE1278
 QE1278  STATE/COUNTY-  OR/LINCOLN
 QE1278  USGS QUAD   -  YACHATS (1984)
 QE1278
 QE1278                         *CURRENT SURVEY CONTROL
 QE1278  ___________________________________________________________________
 QE1278* NAD 83(1986)-  44 19 10.     (N)    124 06 12.     (W)     SCALED    
 QE1278* NAVD 88     -        21.614  (meters)      70.91   (feet)  ADJUSTED  
 QE1278  ___________________________________________________________________
 QE1278  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 QE1278  DYNAMIC HT  -          21.614 (meters)      70.91  (feet)  COMP
 QE1278  MODELED GRAV-     980,594.3   (mgal)                       NAVD 88
 QE1278
 QE1278  VERT ORDER  -  FIRST     CLASS II
 QE1278
 QE1278.The horizontal coordinates were scaled from a topographic map and have
 QE1278.an estimated accuracy of +/- 6 seconds.
 QE1278
 QE1278.The orthometric height was determined by differential leveling
 QE1278.and adjusted in June 1991.
 QE1278
 QE1278.The geoid height was determined by GEOID03.
 QE1278
 QE1278.The dynamic height is computed by dividing the NAVD 88
 QE1278.geopotential number by the normal gravity value computed on the
 QE1278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1278.degrees latitude (g = 980.6199 gals.).
 QE1278
 QE1278.The modeled gravity was interpolated from observed gravity values.
 QE1278
 QE1278;                    North         East    Units  Estimated Accuracy
 QE1278;SPC OR N     -    78,950.    2,212,640.      MT  (+/- 180 meters Scaled)
 QE1278
 QE1278                          SUPERSEDED SURVEY CONTROL
 QE1278
 QE1278  NGVD 29 (??/??/92)   20.580  (m)           67.52   (f) ADJ UNCH    1 2
 QE1278
 QE1278.Superseded values are not recommended for survey control.
 QE1278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1278.See file dsdata.txt to determine how the superseded data were derived.
 QE1278
 QE1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ120079(NAD 83)
 QE1278_MARKER: DB = BENCH MARK DISK
 QE1278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE1278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE1278_STAMPING: F-469 1941
 QE1278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE1278+STABILITY: SURFACE MOTION
 QE1278
 QE1278  HISTORY     - Date     Condition        Report By
 QE1278  HISTORY     - 1941     MONUMENTED       CGS
 QE1278  HISTORY     - 1988     MARK NOT FOUND   NGS
 QE1278
 QE1278                          STATION DESCRIPTION
 QE1278
 QE1278'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 QE1278'0.6 MI N FROM YACHATS.
 QE1278'ALONG U. S. HIGHWAY 101., 0.6 MILE NORTH OF YACHATS, ON THE CREST OF A
 QE1278'SMALL KNOLL, AT A CATTLE CORRAL, 34 FEET WEST OF THE CENTER OF THE
 QE1278'ROAD, 3.0 FEET EAST OF A FENCE, 3.0 FEET ABOVE THE LEVEL OF THE ROAD,
 QE1278'SET HORIZONTAL IN CONCRETE POST.  A 4X4 WITNESS POST WAS SET NEAR
 QE1278'MARK.
 QE1278
 QE1278                          STATION RECOVERY (1988)
 QE1278
 QE1278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QE1278'THE AREA HAS BEEN UNDER CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1190 ***********************************************************************
 RD1190  DESIGNATION -  F 47
 RD1190  PID         -  RD1190
 RD1190  STATE/COUNTY-  OR/TILLAMOOK
 RD1190  USGS QUAD   -  SOAPSTONE LAKE (1985)
 RD1190
 RD1190                         *CURRENT SURVEY CONTROL
 RD1190  ___________________________________________________________________
 RD1190* NAD 83(1986)-  45 46 49.     (N)    123 49 28.     (W)     SCALED    
 RD1190* NAVD 88     -        26.256  (meters)      86.14   (feet)  ADJUSTED  
 RD1190  ___________________________________________________________________
 RD1190  GEOID HEIGHT-         -22.11  (meters)                     GEOID03
 RD1190  DYNAMIC HT  -          26.258 (meters)      86.15  (feet)  COMP
 RD1190  MODELED GRAV-     980,709.6   (mgal)                       NAVD 88
 RD1190
 RD1190  VERT ORDER  -  FIRST     CLASS II
 RD1190
 RD1190.The horizontal coordinates were scaled from a topographic map and have
 RD1190.an estimated accuracy of +/- 6 seconds.
 RD1190
 RD1190.The orthometric height was determined by differential leveling
 RD1190.and adjusted in June 1991.
 RD1190
 RD1190.The geoid height was determined by GEOID03.
 RD1190
 RD1190.The dynamic height is computed by dividing the NAVD 88
 RD1190.geopotential number by the normal gravity value computed on the
 RD1190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1190.degrees latitude (g = 980.6199 gals.).
 RD1190
 RD1190.The modeled gravity was interpolated from observed gravity values.
 RD1190
 RD1190;                    North         East    Units  Estimated Accuracy
 RD1190;SPC OR N     -   240,190.    2,241,550.      MT  (+/- 180 meters Scaled)
 RD1190
 RD1190                          SUPERSEDED SURVEY CONTROL
 RD1190
 RD1190  NGVD 29 (??/??/92)   25.184  (m)           82.62   (f) ADJ UNCH    1 2
 RD1190
 RD1190.Superseded values are not recommended for survey control.
 RD1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1190.See file dsdata.txt to determine how the superseded data were derived.
 RD1190
 RD1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR359699(NAD 83)
 RD1190_MARKER: DD = SURVEY DISK
 RD1190_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 RD1190+WITH SETTING: PAVEMENT
 RD1190_SP_SET: BRIDGE FLOOR
 RD1190_STAMPING: F 47 1930
 RD1190_MARK LOGO: ORHD  
 RD1190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD1190+STABILITY: SURFACE MOTION
 RD1190
 RD1190  HISTORY     - Date     Condition        Report By
 RD1190  HISTORY     - 1930     MONUMENTED       ORHD
 RD1190  HISTORY     - 1966     GOOD             NGS
 RD1190  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RD1190  HISTORY     - 1987     GOOD             NGS
 RD1190
 RD1190                          STATION DESCRIPTION
 RD1190
 RD1190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 RD1190'6.2 MI N FROM MOHLER.
 RD1190'6.2 MILES NORTH ALONG STATE HIGHWAY 53 FROM THE MOHLER CHEESE FACTORY,
 RD1190'0.4 MILE NORTH OF MILE POST NO. 12, 200 FEET NORTHEAST OF A GRAVELED
 RD1190'ROAD WEST, IN THE TOP OF CONCRETE FLOOR SLAB OF A 14-FOOT CONCRETE BOX
 RD1190'CULVERT, 13 FEET WEST OF THE CENTER OF THE HIGHWAY AND 0.5 FOOT SOUTH
 RD1190'OF THE NORTH EDGE OF THE SLAB.
 RD1190
 RD1190                          STATION RECOVERY (1987)
 RD1190
 RD1190'RECOVERY NOTE BY US POWER SQUADRON 1987 (RCC)
 RD1190'MARK NOT FOUND.
 RD1190
 RD1190                          STATION RECOVERY (1987)
 RD1190
 RD1190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD1190'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  2.3 KM (1.45
 RD1190'MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE CITY HALL IN NEHALEM,
 RD1190'THENCE 11.9 KM (7.40 MI) NORTHEASTERLY ALONG STATE HIGHWAY 53, IN THE
 RD1190'NORTHEAST CORNER OF THE DECK OF A HIGHWAY BRIDGE, 3.8 M (12.5 FT)
 RD1190'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 0.1 M (0.3 FT)
 RD1190'SOUTHEAST OF THE NORTHEAST END OF THE GUARDRAIL.
 RD1190'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1576 ***********************************************************************
 RC1576  DESIGNATION -  F 470
 RC1576  PID         -  RC1576
 RC1576  STATE/COUNTY-  OR/HOOD RIVER
 RC1576  USGS QUAD   -  HOOD RIVER (1994)
 RC1576
 RC1576                         *CURRENT SURVEY CONTROL
 RC1576  ___________________________________________________________________
 RC1576* NAD 83(1986)-  45 42 23.     (N)    121 35 32.     (W)     SCALED    
 RC1576* NAVD 88     -        35.527  (meters)     116.56   (feet)  ADJUSTED  
 RC1576  ___________________________________________________________________
 RC1576  GEOID HEIGHT-         -21.52  (meters)                     GEOID03
 RC1576  DYNAMIC HT  -          35.526 (meters)     116.55  (feet)  COMP
 RC1576  MODELED GRAV-     980,591.3   (mgal)                       NAVD 88
 RC1576
 RC1576  VERT ORDER  -  FIRST     CLASS II
 RC1576
 RC1576.The horizontal coordinates were scaled from a topographic map and have
 RC1576.an estimated accuracy of +/- 6 seconds.
 RC1576
 RC1576.The orthometric height was determined by differential leveling
 RC1576.and adjusted in June 1991.
 RC1576
 RC1576.The geoid height was determined by GEOID03.
 RC1576
 RC1576.The dynamic height is computed by dividing the NAVD 88
 RC1576.geopotential number by the normal gravity value computed on the
 RC1576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1576.degrees latitude (g = 980.6199 gals.).
 RC1576
 RC1576.The modeled gravity was interpolated from observed gravity values.
 RC1576
 RC1576;                    North         East    Units  Estimated Accuracy
 RC1576;SPC OR N     -   227,240.    2,414,950.      MT  (+/- 180 meters Scaled)
 RC1576
 RC1576                          SUPERSEDED SURVEY CONTROL
 RC1576
 RC1576  NGVD 29 (??/??/92)   34.504  (m)          113.20   (f) ADJ UNCH    1 2
 RC1576
 RC1576.Superseded values are not recommended for survey control.
 RC1576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1576.See file dsdata.txt to determine how the superseded data were derived.
 RC1576
 RC1576_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR095623(NAD 83)
 RC1576_MARKER: DB = BENCH MARK DISK
 RC1576_SETTING: 80 = SET IN A BOULDER
 RC1576_SP_SET: BOULDER
 RC1576_STAMPING: F 470 1941
 RC1576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1576+STABILITY: SURFACE MOTION
 RC1576
 RC1576  HISTORY     - Date     Condition        Report By
 RC1576  HISTORY     - 1941     MONUMENTED       CGS
 RC1576
 RC1576                          STATION DESCRIPTION
 RC1576
 RC1576'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 RC1576'4.18 MI W FROM HOOD RIVER.
 RC1576'ABOUT 4.18 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM HOOD
 RC1576'RIVER, AT RAILROAD MILAGE ABOUT 59.02.  ABOUT 57 FEET WEST OF MENO
 RC1576'SIDING SIGN, ABOUT 10 FEET WEST OF A GATE, ABOUT 42 FEET SOUTH OF THE
 RC1576'CENTER OF THE TRACK, ABOUT 18 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, IN
 RC1576'TOP OF A BOULDER AND AT ABOUT GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC0488 ***********************************************************************
 SC0488  DESIGNATION -  F 472
 SC0488  PID         -  SC0488
 SC0488  STATE/COUNTY-  OR/CLATSOP
 SC0488  USGS QUAD   -  ASTORIA (1984)
 SC0488
 SC0488                         *CURRENT SURVEY CONTROL
 SC0488  ___________________________________________________________________
 SC0488* NAD 83(1986)-  46 11 25.     (N)    123 48 40.     (W)     SCALED    
 SC0488* NAVD 88     -         8.926  (meters)      29.28   (feet)  ADJUSTED  
 SC0488  ___________________________________________________________________
 SC0488  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 SC0488  DYNAMIC HT  -           8.927 (meters)      29.29  (feet)  COMP
 SC0488  MODELED GRAV-     980,716.9   (mgal)                       NAVD 88
 SC0488
 SC0488  VERT ORDER  -  FIRST     CLASS II
 SC0488
 SC0488.The horizontal coordinates were scaled from a topographic map and have
 SC0488.an estimated accuracy of +/- 6 seconds.
 SC0488
 SC0488.The orthometric height was determined by differential leveling
 SC0488.and adjusted in June 1991.
 SC0488
 SC0488.The geoid height was determined by GEOID03.
 SC0488
 SC0488.The dynamic height is computed by dividing the NAVD 88
 SC0488.geopotential number by the normal gravity value computed on the
 SC0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0488.degrees latitude (g = 980.6199 gals.).
 SC0488
 SC0488.The modeled gravity was interpolated from observed gravity values.
 SC0488
 SC0488;                    North         East    Units  Estimated Accuracy
 SC0488;SPC OR N     -   285,680.    2,244,450.      MT  (+/- 180 meters Scaled)
 SC0488
 SC0488                          SUPERSEDED SURVEY CONTROL
 SC0488
 SC0488  NGVD 29 (??/??/92)    7.875  (m)           25.84   (f) ADJ UNCH    1 2
 SC0488
 SC0488.Superseded values are not recommended for survey control.
 SC0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0488.See file dsdata.txt to determine how the superseded data were derived.
 SC0488
 SC0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS374155(NAD 83)
 SC0488_MARKER: DB = BENCH MARK DISK
 SC0488_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 SC0488_SP_SET: FOUNDATION WALL
 SC0488_STAMPING: F 472 1941
 SC0488_MARK LOGO: CGS   
 SC0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0488+STABILITY: SURFACE MOTION
 SC0488_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SC0488+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2006
 SC0488
 SC0488  HISTORY     - Date     Condition        Report By
 SC0488  HISTORY     - 1941     MONUMENTED       CGS
 SC0488  HISTORY     - 1984     GOOD             USPSQD
 SC0488  HISTORY     - 1987     GOOD             USPSQD
 SC0488  HISTORY     - 1987     GOOD             NGS
 SC0488  HISTORY     - 1989     GOOD             USPSQD
 SC0488  HISTORY     - 1989     GOOD             USPSQD
 SC0488  HISTORY     - 1990     GOOD             USPSQD
 SC0488  HISTORY     - 20010218 GOOD             USPSQD
 SC0488  HISTORY     - 20060708 GOOD             USPSQD
 SC0488
 SC0488                          STATION DESCRIPTION
 SC0488
 SC0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 SC0488'IN ASTORIA.
 SC0488'LOCATED AT THE CORNER OF FRANKLIN AND 30TH STREETS IN THE EAST PART OF
 SC0488'THE CITY OF ASTORIA, CLATSOP COUNTY, OREGON-- SET IN THE SOUTH
 SC0488'VERTICAL FACE OF FIRE STATION NO-2.  ABOUT 3 FEET ABOVE THE SIDE WALK
 SC0488'AT THE SOUTH-WEST CORNER OF BLDG.
 SC0488
 SC0488                          STATION RECOVERY (1984)
 SC0488
 SC0488'RECOVERY NOTE BY US POWER SQUADRON 1984
 SC0488'DESC CHANGE: "AT THE INTERSECTION OF FRANKLIN AND THIRTIETH STREETS",
 SC0488'SHOULD READ: "AT THE INTERSECTION OF MARINE DRIVE AND THIRTIETH
 SC0488'STREETS".
 SC0488
 SC0488                          STATION RECOVERY (1987)
 SC0488
 SC0488'RECOVERY NOTE BY US POWER SQUADRON 1987 (FV)
 SC0488'RECOVERED IN GOOD CONDITION.
 SC0488
 SC0488                          STATION RECOVERY (1987)
 SC0488
 SC0488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SC0488'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  IN ASTORIA, AT
 SC0488'THE INTERSECTION OF MARINE DRIVE AND 30TH STREET, SET VERTICALLY IN
 SC0488'THE SOUTHEAST FACE OF THE BRICK FOUNDATION WALL OF THE SOUTHWEST
 SC0488'CORNER OF FIRE STATION NUMBER 2, 49.4 M (162.1 FT) SOUTHWEST OF THE
 SC0488'CENTERLINE OF THE STREET, 9.6 M (31.5 FT) NORTHWEST OF THE CENTERLINE
 SC0488'OF THE DRIVE, 0.3 M (1.0 FT) NORTHEAST OF THE SOUTHWEST CORNER OF THE
 SC0488'BUILDING.
 SC0488'THE MARK IS 0.9 M ABOVE THE SIDEWALK.
 SC0488
 SC0488                          STATION RECOVERY (1989)
 SC0488
 SC0488'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 SC0488'RECOVERED IN GOOD CONDITION.
 SC0488
 SC0488                          STATION RECOVERY (1989)
 SC0488
 SC0488'RECOVERY NOTE BY US POWER SQUADRON 1989 (RCC)
 SC0488'RECOVERED IN GOOD CONDITION.
 SC0488
 SC0488                          STATION RECOVERY (1990)
 SC0488
 SC0488'RECOVERY NOTE BY US POWER SQUADRON 1990 (KRN)
 SC0488'RECOVERED IN GOOD CONDITION.
 SC0488
 SC0488                          STATION RECOVERY (2001)
 SC0488
 SC0488'RECOVERY NOTE BY US POWER SQUADRON 2001 (RCC)
 SC0488'RECOVERED IN GOOD CONDITION.
 SC0488
 SC0488                          STATION RECOVERY (2006)
 SC0488
 SC0488'RECOVERY NOTE BY US POWER SQUADRON 2006 (DMJ)
 SC0488'MARK IS 4 IN S OF A DEADICATION PLAQUE.  BUILDING IS NOW CALLED THE
 SC0488'UPPERTOWN FIREFIGHTERS MUSEUM.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0576 ***********************************************************************
 RD0576  TIDAL BM    -  This is a Tidal Bench Mark.
 RD0576  DESIGNATION -  F 473
 RD0576  PID         -  RD0576
 RD0576  STATE/COUNTY-  OR/COLUMBIA
 RD0576  USGS QUAD   -  ST HELENS (1990)
 RD0576
 RD0576                         *CURRENT SURVEY CONTROL
 RD0576  ___________________________________________________________________
 RD0576* NAD 83(1986)-  45 47 50.     (N)    122 51 54.     (W)     SCALED    
 RD0576* NAVD 88     -        16.164  (meters)      53.03   (feet)  POSTED    
 RD0576  ___________________________________________________________________
 RD0576  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 RD0576  DYNAMIC HT  -          16.160 (meters)      53.02  (feet)  COMP
 RD0576  MODELED GRAV-     980,640.8   (mgal)                       NAVD 88
 RD0576
 RD0576  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 RD0576
 RD0576.The horizontal coordinates were scaled from a topographic map and have
 RD0576.an estimated accuracy of +/- 6 seconds.
 RD0576
 RD0576.The orthometric height was determined by differential leveling
 RD0576.and adjusted by the  in 1992.
 RD0576.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 RD0576.rate of 2.1 thru 3.0 mm/km.
 RD0576
 RD0576.This Tidal Bench Mark is designated as VM 17461
 RD0576.by the Center for Operational Oceanographic Products and Services.
 RD0576
 RD0576.The geoid height was determined by GEOID03.
 RD0576
 RD0576.The dynamic height is computed by dividing the NAVD 88
 RD0576.geopotential number by the normal gravity value computed on the
 RD0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0576.degrees latitude (g = 980.6199 gals.).
 RD0576
 RD0576.The modeled gravity was interpolated from observed gravity values.
 RD0576
 RD0576;                    North         East    Units  Estimated Accuracy
 RD0576;SPC OR N     -   239,450.    2,316,170.      MT  (+/- 180 meters Scaled)
 RD0576
 RD0576                          SUPERSEDED SURVEY CONTROL
 RD0576
 RD0576  NGVD 29 (??/??/92)   15.151  (m)           49.71   (f) ADJ UNCH    1 2
 RD0576
 RD0576.Superseded values are not recommended for survey control.
 RD0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0576.See file dsdata.txt to determine how the superseded data were derived.
 RD0576
 RD0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER104715(NAD 83)
 RD0576_MARKER: DB = BENCH MARK DISK
 RD0576_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD0576_SP_SET: CULVERT
 RD0576_STAMPING: F 473 1941
 RD0576_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0576_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD0576+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2006
 RD0576
 RD0576  HISTORY     - Date     Condition        Report By
 RD0576  HISTORY     - 1941     MONUMENTED       CGS
 RD0576  HISTORY     - 20040811 GOOD             USPSQD
 RD0576  HISTORY     - 20060605 GOOD             USPSQD
 RD0576
 RD0576                          STATION DESCRIPTION
 RD0576
 RD0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 RD0576'1.5 MI S FROM WARREN.
 RD0576'ABOUT 1.5 MILES SOUTH OF WARREN, ALONG THE SPOKANE, PORTLAND AND
 RD0576'SEATTLE RAILWAY, SOUTHWEST CORNER OF RAILWAY OVERPASS, A22-8.
 RD0576
 RD0576                          STATION RECOVERY (2004)
 RD0576
 RD0576'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 RD0576'RECOVERED IN GOOD CONDITION.
 RD0576
 RD0576                          STATION RECOVERY (2006)
 RD0576
 RD0576'RECOVERY NOTE BY US POWER SQUADRON 2006 (SAO)
 RD0576'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0371 ***********************************************************************
 QE0371  DESIGNATION -  F 474
 QE0371  PID         -  QE0371
 QE0371  STATE/COUNTY-  OR/MARION
 QE0371  USGS QUAD   -  TURNER (1986)
 QE0371
 QE0371                         *CURRENT SURVEY CONTROL
 QE0371  ___________________________________________________________________
 QE0371* NAD 83(1986)-  44 50 19.     (N)    122 55 47.     (W)     SCALED    
 QE0371* NAVD 88     -        91.077  (meters)     298.81   (feet)  ADJUSTED  
 QE0371  ___________________________________________________________________
 QE0371  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 QE0371  DYNAMIC HT  -          91.071 (meters)     298.79  (feet)  COMP
 QE0371  MODELED GRAV-     980,556.5   (mgal)                       NAVD 88
 QE0371
 QE0371  VERT ORDER  -  FIRST     CLASS II
 QE0371
 QE0371.The horizontal coordinates were scaled from a topographic map and have
 QE0371.an estimated accuracy of +/- 6 seconds.
 QE0371
 QE0371.The orthometric height was determined by differential leveling
 QE0371.and adjusted in June 1991.
 QE0371
 QE0371.The geoid height was determined by GEOID03.
 QE0371
 QE0371.The dynamic height is computed by dividing the NAVD 88
 QE0371.geopotential number by the normal gravity value computed on the
 QE0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0371.degrees latitude (g = 980.6199 gals.).
 QE0371
 QE0371.The modeled gravity was interpolated from observed gravity values.
 QE0371
 QE0371;                    North         East    Units  Estimated Accuracy
 QE0371;SPC OR N     -   133,120.    2,307,930.      MT  (+/- 180 meters Scaled)
 QE0371
 QE0371                          SUPERSEDED SURVEY CONTROL
 QE0371
 QE0371  NGVD 29 (??/??/92)   90.046  (m)          295.43   (f) ADJ UNCH    1 2
 QE0371
 QE0371.Superseded values are not recommended for survey control.
 QE0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0371.See file dsdata.txt to determine how the superseded data were derived.
 QE0371
 QE0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ055650(NAD 83)
 QE0371_MARKER: DD = SURVEY DISK
 QE0371_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QE0371_SP_SET: BRIDGE WINGWALL
 QE0371_STAMPING: F 474 1941
 QE0371_MARK LOGO: ORDT  
 QE0371_MAGNETIC: N = NO MAGNETIC MATERIAL
 QE0371_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE0371_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QE0371+SATELLITE: SATELLITE OBSERVATIONS - May 01, 1995
 QE0371
 QE0371  HISTORY     - Date     Condition        Report By
 QE0371  HISTORY     - 1941     MONUMENTED       ORDT
 QE0371  HISTORY     - 1941     GOOD             NGS
 QE0371  HISTORY     - 1967     GOOD             NGS
 QE0371  HISTORY     - 19950501 GOOD             NGS
 QE0371
 QE0371                          STATION DESCRIPTION
 QE0371
 QE0371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QE0371'1.1 MI SE FROM TURNER.
 QE0371'MARK IS LOCATED 0.9 MILE EAST OF TURNER, THENCE 0.2 MILE SOUTH ON
 QE0371'COUNTY ROAD TO MARION, IN NORTHEAST CORNER OF CONCRETE BRIDGE OVER
 QE0371'MILL CREEK, TOP OF WINGWALL.
 QE0371
 QE0371                          STATION RECOVERY (1967)
 QE0371
 QE0371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 QE0371'RECOVERED IN GOOD CONDITION.
 QE0371
 QE0371                          STATION RECOVERY (1995)
 QE0371
 QE0371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (LLR)
 QE0371'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0009 ***********************************************************************
 QE0009  DESIGNATION -  F 475
 QE0009  PID         -  QE0009
 QE0009  STATE/COUNTY-  OR/MARION
 QE0009  USGS QUAD   -  MILL CITY NORTH (1985)
 QE0009
 QE0009                         *CURRENT SURVEY CONTROL
 QE0009  ___________________________________________________________________
 QE0009* NAD 83(1986)-  44 45 14.     (N)    122 23 45.     (W)     SCALED    
 QE0009* NAVD 88     -       302.151  (meters)     991.31   (feet)  ADJUSTED  
 QE0009  ___________________________________________________________________
 QE0009  GEOID HEIGHT-         -22.36  (meters)                     GEOID03
 QE0009  DYNAMIC HT  -         302.106 (meters)     991.16  (feet)  COMP
 QE0009  MODELED GRAV-     980,458.0   (mgal)                       NAVD 88
 QE0009
 QE0009  VERT ORDER  -  FIRST     CLASS II
 QE0009
 QE0009.The horizontal coordinates were scaled from a topographic map and have
 QE0009.an estimated accuracy of +/- 6 seconds.
 QE0009
 QE0009.The orthometric height was determined by differential leveling
 QE0009.and adjusted in June 1991.
 QE0009
 QE0009.The geoid height was determined by GEOID03.
 QE0009
 QE0009.The dynamic height is computed by dividing the NAVD 88
 QE0009.geopotential number by the normal gravity value computed on the
 QE0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0009.degrees latitude (g = 980.6199 gals.).
 QE0009
 QE0009.The modeled gravity was interpolated from observed gravity values.
 QE0009
 QE0009;                    North         East    Units  Estimated Accuracy
 QE0009;SPC OR N     -   122,580.    2,349,910.      MT  (+/- 180 meters Scaled)
 QE0009
 QE0009                          SUPERSEDED SURVEY CONTROL
 QE0009
 QE0009  NGVD 29 (??/??/92)  301.090  (m)          987.83   (f) ADJ UNCH    1 2
 QE0009
 QE0009.Superseded values are not recommended for survey control.
 QE0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0009.See file dsdata.txt to determine how the superseded data were derived.
 QE0009
 QE0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ478557(NAD 83)
 QE0009_MARKER: DB = BENCH MARK DISK
 QE0009_SETTING: 66 = SET IN ROCK OUTCROP
 QE0009_SP_SET: OUTCROP
 QE0009_STAMPING: F 475 1941
 QE0009_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QE0009+STABILITY: POSITION/ELEVATION WELL
 QE0009
 QE0009  HISTORY     - Date     Condition        Report By
 QE0009  HISTORY     - 1941     MONUMENTED       CGS
 QE0009  HISTORY     - 1955     GOOD             USGS
 QE0009
 QE0009                          STATION DESCRIPTION
 QE0009
 QE0009'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 QE0009'1.0 MI E FROM GATES.
 QE0009'ABOUT 1.0 MILE EAST ALONG THE ABANDONED SOUTHERN PACIFIC CO. RAILROAD
 QE0009'FROM GATES, MARION COUNTY, ABOUT 345 FEET FROM THE CROSSING OF THE OLD
 QE0009'OREGON HIGHWAY (222) 70 FEET EAST OF A CURVE IN THE ABANDONED
 QE0009'RAILROAD, 12 FEET SOUTH OF CENTER RAILROAD GRADE, 100 FEET SOUTH
 QE0009'CENTERLINE OF OREGON HIGHWAY (22) AND ABOUT 18 FOOT LOWER THAN
 QE0009'HIGHWAY, ABOUT 1 FOOT LOWER THAN OLD RAILROAD GRADE.  IN A ROCK
 QE0009'OUTCROP A STANDARD DISK STAMPED F 475 1941.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0413 ***********************************************************************
 PC0413  DESIGNATION -  F 476
 PC0413  PID         -  PC0413
 PC0413  STATE/COUNTY-  OR/DOUGLAS
 PC0413  USGS QUAD   -  ROSEBURG EAST (1987)
 PC0413
 PC0413                         *CURRENT SURVEY CONTROL
 PC0413  ___________________________________________________________________
 PC0413* NAD 83(1986)-  43 12 45.     (N)    123 19 08.     (W)     SCALED    
 PC0413* NAVD 88     -       149.699  (meters)     491.14   (feet)  ADJUSTED  
 PC0413  ___________________________________________________________________
 PC0413  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 PC0413  DYNAMIC HT  -         149.668 (meters)     491.04  (feet)  COMP
 PC0413  MODELED GRAV-     980,405.6   (mgal)                       NAVD 88
 PC0413
 PC0413  VERT ORDER  -  FIRST     CLASS II
 PC0413
 PC0413.The horizontal coordinates were scaled from a topographic map and have
 PC0413.an estimated accuracy of +/- 6 seconds.
 PC0413
 PC0413.The orthometric height was determined by differential leveling
 PC0413.and adjusted in June 1991.
 PC0413
 PC0413.The geoid height was determined by GEOID03.
 PC0413
 PC0413.The dynamic height is computed by dividing the NAVD 88
 PC0413.geopotential number by the normal gravity value computed on the
 PC0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0413.degrees latitude (g = 980.6199 gals.).
 PC0413
 PC0413.The modeled gravity was interpolated from observed gravity values.
 PC0413
 PC0413;                    North         East    Units  Estimated Accuracy
 PC0413;SPC OR S     -   175,570.    1,271,010.      MT  (+/- 180 meters Scaled)
 PC0413
 PC0413                          SUPERSEDED SURVEY CONTROL
 PC0413
 PC0413  NGVD 29 (??/??/92)  148.635  (m)          487.65   (f) ADJ UNCH    1 2
 PC0413
 PC0413.Superseded values are not recommended for survey control.
 PC0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0413.See file dsdata.txt to determine how the superseded data were derived.
 PC0413
 PC0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN740844(NAD 83)
 PC0413_MARKER: DB = BENCH MARK DISK
 PC0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PC0413_STAMPING: F 476 1941
 PC0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0413+STABILITY: SURFACE MOTION
 PC0413
 PC0413  HISTORY     - Date     Condition        Report By
 PC0413  HISTORY     - 1941     MONUMENTED       CGS
 PC0413  HISTORY     - 1987     MARK NOT FOUND   NGS
 PC0413
 PC0413                          STATION DESCRIPTION
 PC0413
 PC0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 PC0413'1.35 MI E FROM ROSEBURG.
 PC0413'ABOUT 1.35 MILE EAST OF THE EAST CITY LIMIT OF ROSEBURG, ALONG THE
 PC0413'NORTH UMPQUA HIGHWAY, AT THE UMPQUA NATIONAL FOREST WAREHOUSE, 39 FEET
 PC0413'SOUTH OF CENTER OF HIGHWAY, 12 FEET EAST OF DRIVEWAY CENTER, 1 FOOT
 PC0413'EAST OF CURB AROUND LAWN.  A STANDARD DISK SET IN A CONCRETE POST.
 PC0413
 PC0413                          STATION RECOVERY (1987)
 PC0413
 PC0413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PC0413'THE FOREST SERVICE SHOP FORMAN STATED THAT THE MARK IS UNDER ABOUT 3
 PC0413'FEET OF FILL AND HAS BEEN PAVED OVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0159 ***********************************************************************
 PC0159  DESIGNATION -  F 477
 PC0159  PID         -  PC0159
 PC0159  STATE/COUNTY-  OR/DOUGLAS
 PC0159  USGS QUAD   -  ILLAHEE ROCK (1997)
 PC0159
 PC0159                         *CURRENT SURVEY CONTROL
 PC0159  ___________________________________________________________________
 PC0159* NAD 83(1986)-  43 17 47.     (N)    122 36 29.     (W)     SCALED    
 PC0159* NAVD 88     -       461.169  (meters)    1513.02   (feet)  ADJUSTED  
 PC0159  ___________________________________________________________________
 PC0159  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 PC0159  DYNAMIC HT  -         461.010 (meters)    1512.50  (feet)  COMP
 PC0159  MODELED GRAV-     980,260.9   (mgal)                       NAVD 88
 PC0159
 PC0159  VERT ORDER  -  FIRST     CLASS II
 PC0159
 PC0159.The horizontal coordinates were scaled from a topographic map and have
 PC0159.an estimated accuracy of +/- 6 seconds.
 PC0159
 PC0159.The orthometric height was determined by differential leveling
 PC0159.and adjusted in June 1991.
 PC0159
 PC0159.The geoid height was determined by GEOID03.
 PC0159
 PC0159.The dynamic height is computed by dividing the NAVD 88
 PC0159.geopotential number by the normal gravity value computed on the
 PC0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0159.degrees latitude (g = 980.6199 gals.).
 PC0159
 PC0159.The modeled gravity was interpolated from observed gravity values.
 PC0159
 PC0159;                    North         East    Units  Estimated Accuracy
 PC0159;SPC OR S     -   183,190.    1,328,970.      MT  (+/- 180 meters Scaled)
 PC0159
 PC0159                          SUPERSEDED SURVEY CONTROL
 PC0159
 PC0159  NGVD 29 (??/??/92)  460.035  (m)         1509.30   (f) ADJ UNCH    1 2
 PC0159
 PC0159.Superseded values are not recommended for survey control.
 PC0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0159.See file dsdata.txt to determine how the superseded data were derived.
 PC0159
 PC0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN317938(NAD 83)
 PC0159_MARKER: DB = BENCH MARK DISK
 PC0159_SETTING: 66 = SET IN ROCK OUTCROP
 PC0159_SP_SET: BEDROCK
 PC0159_STAMPING: F 477 - 1941
 PC0159_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PC0159+STABILITY: POSITION/ELEVATION WELL
 PC0159
 PC0159  HISTORY     - Date     Condition        Report By
 PC0159  HISTORY     - 1941     MONUMENTED       CGS
 PC0159  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 PC0159  HISTORY     - 19851101 MARK NOT FOUND   USGS
 PC0159
 PC0159                          STATION DESCRIPTION
 PC0159
 PC0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 PC0159'8.75 MI SE FROM STEAMBOAT.
 PC0159'ABOUT 8.75 MILES SOUTHEAST, FROM STEAMBOAT BRIDGE, ALONG NORTH UMPQUA
 PC0159'HIGHWAY.  AT HAPPY CREEK, 90 FEET NORTH OF CENTER OF ROAD, 5 FOOT
 PC0159'BELOW ROAD LEVEL ON WEST BANK OF CREEK AT WATERS EDGE.  A STANDARD
 PC0159'DISK SET IN BED ROCK.  WITNESS POST SET BY MARK.
 PC0159
 PC0159                          STATION RECOVERY (1985)
 PC0159
 PC0159'RECOVERY NOTE BY US POWER SQUADRON 1985 (PSM)
 PC0159'MARK NOT FOUND.
 PC0159
 PC0159                          STATION RECOVERY (1985)
 PC0159
 PC0159'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (PSM)
 PC0159'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0854 ***********************************************************************
 QD0854  DESIGNATION -  F 478
 QD0854  PID         -  QD0854
 QD0854  STATE/COUNTY-  OR/DESCHUTES
 QD0854  USGS QUAD   -  REDMOND (1975)
 QD0854
 QD0854                         *CURRENT SURVEY CONTROL
 QD0854  ___________________________________________________________________
 QD0854* NAD 83(1986)-  44 17 21.     (N)    121 10 26.     (W)     SCALED    
 QD0854* NAVD 88     -       908.851  (meters)    2981.79   (feet)  ADJUSTED  
 QD0854  ___________________________________________________________________
 QD0854  GEOID HEIGHT-         -21.15  (meters)                     GEOID03
 QD0854  DYNAMIC HT  -         908.554 (meters)    2980.81  (feet)  COMP
 QD0854  MODELED GRAV-     980,260.5   (mgal)                       NAVD 88
 QD0854
 QD0854  VERT ORDER  -  FIRST     CLASS II
 QD0854
 QD0854.The horizontal coordinates were scaled from a topographic map and have
 QD0854.an estimated accuracy of +/- 6 seconds.
 QD0854
 QD0854.The orthometric height was determined by differential leveling
 QD0854.and adjusted in June 1991.
 QD0854
 QD0854.The geoid height was determined by GEOID03.
 QD0854
 QD0854.The dynamic height is computed by dividing the NAVD 88
 QD0854.geopotential number by the normal gravity value computed on the
 QD0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0854.degrees latitude (g = 980.6199 gals.).
 QD0854
 QD0854.The modeled gravity was interpolated from observed gravity values.
 QD0854
 QD0854;                    North         East    Units  Estimated Accuracy
 QD0854;SPC OR S     -   291,550.    1,446,210.      MT  (+/- 180 meters Scaled)
 QD0854
 QD0854                          SUPERSEDED SURVEY CONTROL
 QD0854
 QD0854  NGVD 29 (??/??/92)  907.750  (m)         2978.18   (f) ADJ UNCH    1 2
 QD0854
 QD0854.Superseded values are not recommended for survey control.
 QD0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0854.See file dsdata.txt to determine how the superseded data were derived.
 QD0854
 QD0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ456056(NAD 83)
 QD0854_MARKER: DD = SURVEY DISK
 QD0854_SETTING: 66 = SET IN ROCK OUTCROP
 QD0854_SP_SET: LAVA ROCK OUTCROP
 QD0854_STAMPING: F 478 1941
 QD0854_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QD0854+STABILITY: POSITION/ELEVATION WELL
 QD0854
 QD0854  HISTORY     - Date     Condition        Report By
 QD0854  HISTORY     - 1941     MONUMENTED       ORDT
 QD0854  HISTORY     - 1941     GOOD             NGS
 QD0854  HISTORY     - 1959     MARK NOT FOUND   NGS
 QD0854  HISTORY     - 19880714 MARK NOT FOUND   NGS
 QD0854
 QD0854                          STATION DESCRIPTION
 QD0854
 QD0854'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QD0854'0.7 MI N FROM REDMOND.
 QD0854'LOCATED ABOUT 0.7 MILE NORTH OF A STREET IN REDMOND, 30 FEET WEST
 QD0854'CENTERLINE OF HIGHWAY, 2 FEET BELOW ROAD LEVEL, 9 FEET EAST OF HWY.
 QD0854'AND PRIVATE FENCE, DIRECTLY OPPOSITE DRIVEWAY LEADING TO SMALL GRAY
 QD0854'HOUSE, 0.1 MILE NORTH OF LARGE WHITE BARN, SET IN ROCK OUTCROP.
 QD0854
 QD0854                          STATION RECOVERY (1959)
 QD0854
 QD0854'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 QD0854'MARK NOT FOUND.
 QD0854
 QD0854                          STATION RECOVERY (1988)
 QD0854
 QD0854'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QD0854'THERE HAS BEEN ROAD CONSTRUCTION AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0203 ***********************************************************************
 QE0203  DESIGNATION -  F 479
 QE0203  PID         -  QE0203
 QE0203  STATE/COUNTY-  OR/LINN
 QE0203  USGS QUAD   -  WATERLOO (1988)
 QE0203
 QE0203                         *CURRENT SURVEY CONTROL
 QE0203  ___________________________________________________________________
 QE0203* NAD 83(1986)-  44 29 55.     (N)    122 50 55.     (W)     SCALED    
 QE0203* NAVD 88     -       121.680  (meters)     399.21   (feet)  ADJUSTED  
 QE0203  ___________________________________________________________________
 QE0203  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 QE0203  DYNAMIC HT  -         121.666 (meters)     399.17  (feet)  COMP
 QE0203  MODELED GRAV-     980,503.7   (mgal)                       NAVD 88
 QE0203
 QE0203  VERT ORDER  -  FIRST     CLASS II
 QE0203
 QE0203.The horizontal coordinates were scaled from a topographic map and have
 QE0203.an estimated accuracy of +/- 6 seconds.
 QE0203
 QE0203.The orthometric height was determined by differential leveling
 QE0203.and adjusted in June 1991.
 QE0203
 QE0203.The geoid height was determined by GEOID03.
 QE0203
 QE0203.The dynamic height is computed by dividing the NAVD 88
 QE0203.geopotential number by the normal gravity value computed on the
 QE0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0203.degrees latitude (g = 980.6199 gals.).
 QE0203
 QE0203.The modeled gravity was interpolated from observed gravity values.
 QE0203
 QE0203;                    North         East    Units  Estimated Accuracy
 QE0203;SPC OR N     -    95,160.    2,313,250.      MT  (+/- 180 meters Scaled)
 QE0203
 QE0203                          SUPERSEDED SURVEY CONTROL
 QE0203
 QE0203  NGVD 29 (??/??/92)  120.656  (m)          395.85   (f) ADJ UNCH    1 2
 QE0203
 QE0203.Superseded values are not recommended for survey control.
 QE0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0203.See file dsdata.txt to determine how the superseded data were derived.
 QE0203
 QE0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ120272(NAD 83)
 QE0203_MARKER: DD = SURVEY DISK
 QE0203_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QE0203_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QE0203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0203
 QE0203  HISTORY     - Date     Condition        Report By
 QE0203  HISTORY     - UNK      MONUMENTED       USE
 QE0203  HISTORY     - 1967     MARK NOT FOUND   NGS
 QE0203
 QE0203                          STATION DESCRIPTION
 QE0203
 QE0203'DESCRIBED BY US ENGINEERS UNK
 QE0203'4.4 MI SE FROM LEBANON.
 QE0203'4.4 MILES SOUTHEAST ALONG THE SOUTH SANTIAM HIGHWAY (U.S. 20) FROM THE
 QE0203'POST OFFICE AT LEBANON, LINN COUNTY, 38 FEET NORTH OF THE HIGHWAY, 48
 QE0203'FEET WEST OF A POWER POLE, DIRECTLY UNDER THE POWER LINE, NEAR A WHITE
 QE0203'WOODEN WITNESS POST, AND ABOUT 3 INCHES BELOW THE GROUND. A STEEL ROD,
 QE0203'UNSTAMPED, SET WITH CEMENT IN A PIPE.
 QE0203
 QE0203                          STATION RECOVERY (1967)
 QE0203
 QE0203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 QE0203'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0069 ***********************************************************************
 PC0069  DESIGNATION -  F 480
 PC0069  PID         -  PC0069
 PC0069  STATE/COUNTY-  OR/DOUGLAS
 PC0069  USGS QUAD   -  GARWOOD BUTTE (1985)
 PC0069
 PC0069                         *CURRENT SURVEY CONTROL
 PC0069  ___________________________________________________________________
 PC0069* NAD 83(1986)-  43 14 43.     (N)    122 18 50.     (W)     SCALED    
 PC0069* NAVD 88     -      1131.520  (meters)    3712.33   (feet)  ADJUSTED  
 PC0069  ___________________________________________________________________
 PC0069  GEOID HEIGHT-         -22.19  (meters)                     GEOID03
 PC0069  DYNAMIC HT  -        1130.974 (meters)    3710.54  (feet)  COMP
 PC0069  MODELED GRAV-     980,098.4   (mgal)                       NAVD 88
 PC0069
 PC0069  VERT ORDER  -  FIRST     CLASS II
 PC0069
 PC0069.The horizontal coordinates were scaled from a topographic map and have
 PC0069.an estimated accuracy of +/- 6 seconds.
 PC0069
 PC0069.The orthometric height was determined by differential leveling
 PC0069.and adjusted in June 1991.
 PC0069
 PC0069.The geoid height was determined by GEOID03.
 PC0069
 PC0069.The dynamic height is computed by dividing the NAVD 88
 PC0069.geopotential number by the normal gravity value computed on the
 PC0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0069.degrees latitude (g = 980.6199 gals.).
 PC0069
 PC0069.The modeled gravity was interpolated from observed gravity values.
 PC0069
 PC0069;                    North         East    Units  Estimated Accuracy
 PC0069;SPC OR S     -   176,950.    1,352,710.      MT  (+/- 180 meters Scaled)
 PC0069
 PC0069                          SUPERSEDED SURVEY CONTROL
 PC0069
 PC0069  NGVD 29 (??/??/92) 1130.294  (m)         3708.31   (f) ADJ UNCH    1 2
 PC0069
 PC0069.Superseded values are not recommended for survey control.
 PC0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0069.See file dsdata.txt to determine how the superseded data were derived.
 PC0069
 PC0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN557882(NAD 83)
 PC0069_MARKER: DB = BENCH MARK DISK
 PC0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PC0069_STAMPING: F 480 - 1941
 PC0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0069+STABILITY: SURFACE MOTION
 PC0069
 PC0069  HISTORY     - Date     Condition        Report By
 PC0069  HISTORY     - 1941     MONUMENTED       CGS
 PC0069
 PC0069                          STATION DESCRIPTION
 PC0069
 PC0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 PC0069'9.20 MI E FROM BIG CAMAS.
 PC0069'ABOUT 9.20 MILES EAST OF BIG CAMAS RANGER STATION, ALONG NORTH UMPQUA
 PC0069'ROAD, 0.2 MILES WEST OF BRIDGE OVER SMALL CREEK, AT TURN-OUT ON NORTH
 PC0069'SIDE OF ROAD, 18 FEET EAST FROM EAST END OF TURN-OUT, 30 FEET SOUTH
 PC0069'CENTER OF ROAD, 2 FOOT ABOVE ROAD LEVEL.  A STANDARD DISK SET IN
 PC0069'CONCRETE POST.  WITNESS POST SET BY MARK.  NOTE-- TAKE A LEFT ROAD 0.1
 PC0069'MILES TO ROAD FORK AND SIGN READING WHITE-HORSE FALLS FOREST CAMP,
 PC0069'TAKE OLD NORTH UMPQUA ROAD (LEFT FORK) AND CONTINUE 0.5 MILES. 18 FEET
 PC0069'EAST OF THE (FOLLOW ORIGINAL DESCRIPTION).
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0232 ***********************************************************************
 QD0232  DESIGNATION -  F 482
 QD0232  PID         -  QD0232
 QD0232  STATE/COUNTY-  OR/CROOK
 QD0232  USGS QUAD   -  DRAKE BUTTE (1992)
 QD0232
 QD0232                         *CURRENT SURVEY CONTROL
 QD0232  ___________________________________________________________________
 QD0232* NAD 83(1986)-  44 07 16.     (N)    120 20 28.     (W)     SCALED    
 QD0232* NAVD 88     -      1074.720  (meters)    3525.98   (feet)  ADJUSTED  
 QD0232  ___________________________________________________________________
 QD0232  GEOID HEIGHT-         -19.46  (meters)                     GEOID03
 QD0232  DYNAMIC HT  -        1074.302 (meters)    3524.61  (feet)  COMP
 QD0232  MODELED GRAV-     980,193.6   (mgal)                       NAVD 88
 QD0232
 QD0232  VERT ORDER  -  FIRST     CLASS II
 QD0232
 QD0232.The horizontal coordinates were scaled from a topographic map and have
 QD0232.an estimated accuracy of +/- 6 seconds.
 QD0232
 QD0232.The orthometric height was determined by differential leveling
 QD0232.and adjusted in June 1991.
 QD0232
 QD0232.The geoid height was determined by GEOID03.
 QD0232
 QD0232.The dynamic height is computed by dividing the NAVD 88
 QD0232.geopotential number by the normal gravity value computed on the
 QD0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0232.degrees latitude (g = 980.6199 gals.).
 QD0232
 QD0232.The modeled gravity was interpolated from observed gravity values.
 QD0232
 QD0232;                    North         East    Units  Estimated Accuracy
 QD0232;SPC OR S     -   272,670.    1,512,720.      MT  (+/- 180 meters Scaled)
 QD0232
 QD0232                          SUPERSEDED SURVEY CONTROL
 QD0232
 QD0232  NGVD 29 (??/??/92) 1073.561  (m)         3522.17   (f) ADJ UNCH    1 2
 QD0232
 QD0232.Superseded values are not recommended for survey control.
 QD0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0232.See file dsdata.txt to determine how the superseded data were derived.
 QD0232
 QD0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGP127887(NAD 83)
 QD0232_MARKER: DB = BENCH MARK DISK
 QD0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD0232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QD0232_STAMPING: F 482 1941
 QD0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0232+STABILITY: SURFACE MOTION
 QD0232
 QD0232  HISTORY     - Date     Condition        Report By
 QD0232  HISTORY     - 1941     MONUMENTED       CGS
 QD0232
 QD0232                          STATION DESCRIPTION
 QD0232
 QD0232'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 QD0232'8.5 MI E FROM POST.
 QD0232'ABOUT 8.5 MILES EAST OF THE STORE AT POST, ALONG THE OLD SOUTH SIDE
 QD0232'CROOKED RIVER ROAD, JUST EAST OF A STEEP GRADE WHERE THE ROAD MAKES A
 QD0232'V TURN AT THE BOTTOM, 90 FEET EAST OF THE CREST OF THE GRADE, SOUTH OF
 QD0232'THE WEST END OF A RAIL FENCE, 27 FEET SOUTH OF THE CENTER OF THE ROAD.
 QD0232'A STANDARD DISK SET.  WITNESS POST SET BY MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0334 ***********************************************************************
 QD0334  DESIGNATION -  F 483
 QD0334  PID         -  QD0334
 QD0334  STATE/COUNTY-  OR/CROOK
 QD0334  USGS QUAD   -  PRINEVILLE (1992)
 QD0334
 QD0334                         *CURRENT SURVEY CONTROL
 QD0334  ___________________________________________________________________
 QD0334* NAD 83(1986)-  44 16 38.     (N)    120 45 46.     (W)     SCALED    
 QD0334* NAVD 88     -      1061.972  (meters)    3484.15   (feet)  ADJUSTED  
 QD0334  ___________________________________________________________________
 QD0334  GEOID HEIGHT-         -20.31  (meters)                     GEOID03
 QD0334  DYNAMIC HT  -        1061.595 (meters)    3482.92  (feet)  COMP
 QD0334  MODELED GRAV-     980,227.1   (mgal)                       NAVD 88
 QD0334
 QD0334  VERT ORDER  -  FIRST     CLASS II
 QD0334
 QD0334.The horizontal coordinates were scaled from a topographic map and have
 QD0334.an estimated accuracy of +/- 6 seconds.
 QD0334
 QD0334.The orthometric height was determined by differential leveling
 QD0334.and adjusted in June 1991.
 QD0334
 QD0334.The geoid height was determined by GEOID03.
 QD0334
 QD0334.The dynamic height is computed by dividing the NAVD 88
 QD0334.geopotential number by the normal gravity value computed on the
 QD0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0334.degrees latitude (g = 980.6199 gals.).
 QD0334
 QD0334.The modeled gravity was interpolated from observed gravity values.
 QD0334
 QD0334;                    North         East    Units  Estimated Accuracy
 QD0334;SPC OR S     -   290,040.    1,479,020.      MT  (+/- 180 meters Scaled)
 QD0334
 QD0334                          SUPERSEDED SURVEY CONTROL
 QD0334
 QD0334  NGVD 29 (??/??/92) 1060.830  (m)         3480.41   (f) ADJ UNCH    1 2
 QD0334
 QD0334.Superseded values are not recommended for survey control.
 QD0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0334.See file dsdata.txt to determine how the superseded data were derived.
 QD0334
 QD0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ785050(NAD 83)
 QD0334_MARKER: DB = BENCH MARK DISK
 QD0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD0334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QD0334_STAMPING: F 483 1941
 QD0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0334+STABILITY: SURFACE MOTION
 QD0334
 QD0334  HISTORY     - Date     Condition        Report By
 QD0334  HISTORY     - 1941     MONUMENTED       CGS
 QD0334
 QD0334                          STATION DESCRIPTION
 QD0334
 QD0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 QD0334'5.35 MI SE FROM PRINEVILLE.
 QD0334'ABOUT 5.35 MILES SOUTHEAST ALONG THE PRINEVILLE-PAULINA ROAD FROM THE
 QD0334'COURTHOUSE AT PRINEVILLE, CROOK COUNTY, ON A GRADE ASCENDING TO THE
 QD0334'SOUTHEAST, 0.05 MILE SOUTHWEST OF THE SUMMIT, 0.2 MILE SOUTHWEST OF
 QD0334'PRIVATE ROAD INTERSECTING PRINEVILLE-PAULINA ROAD, 45 FEET SOUTHEAST
 QD0334'CENTER OF ROAD, 2 FEET NORTHWEST OF FENCE, 8 FOOT ABOVE LEVEL OF ROAD.
 QD0334'A STANDARD DISK SET.  WITNESS POST SET BY MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1511 ***********************************************************************
 RC1511  DESIGNATION -  F 485
 RC1511  PID         -  RC1511
 RC1511  STATE/COUNTY-  OR/MULTNOMAH
 RC1511  USGS QUAD   -  TANNER BUTTE (1994)
 RC1511
 RC1511                         *CURRENT SURVEY CONTROL
 RC1511  ___________________________________________________________________
 RC1511* NAD 83(1986)-  45 37 26.     (N)    121 58 39.     (W)     SCALED    
 RC1511* NAVD 88     -        24.233  (meters)      79.50   (feet)  ADJUSTED  
 RC1511  ___________________________________________________________________
 RC1511  GEOID HEIGHT-         -21.85  (meters)                     GEOID03
 RC1511  DYNAMIC HT  -          24.232 (meters)      79.50  (feet)  COMP
 RC1511  MODELED GRAV-     980,575.6   (mgal)                       NAVD 88
 RC1511
 RC1511  VERT ORDER  -  FIRST     CLASS II
 RC1511
 RC1511.The horizontal coordinates were scaled from a topographic map and have
 RC1511.an estimated accuracy of +/- 6 seconds.
 RC1511
 RC1511.The orthometric height was determined by differential leveling
 RC1511.and adjusted in June 1991.
 RC1511
 RC1511.The geoid height was determined by GEOID03.
 RC1511
 RC1511.The dynamic height is computed by dividing the NAVD 88
 RC1511.geopotential number by the normal gravity value computed on the
 RC1511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1511.degrees latitude (g = 980.6199 gals.).
 RC1511
 RC1511.The modeled gravity was interpolated from observed gravity values.
 RC1511
 RC1511;                    North         East    Units  Estimated Accuracy
 RC1511;SPC OR N     -   218,550.    2,384,790.      MT  (+/- 180 meters Scaled)
 RC1511
 RC1511                          SUPERSEDED SURVEY CONTROL
 RC1511
 RC1511  NGVD 29 (??/??/92)   23.214  (m)           76.16   (f) ADJ UNCH    1 2
 RC1511
 RC1511.Superseded values are not recommended for survey control.
 RC1511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1511.See file dsdata.txt to determine how the superseded data were derived.
 RC1511
 RC1511_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER797527(NAD 83)
 RC1511_MARKER: DB = BENCH MARK DISK
 RC1511_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RC1511_SP_SET: ABUTMENT
 RC1511_STAMPING: F 485 1941
 RC1511_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RC1511
 RC1511  HISTORY     - Date     Condition        Report By
 RC1511  HISTORY     - 1941     MONUMENTED       CGS
 RC1511  HISTORY     - 19930422 MARK NOT FOUND   USGS-R
 RC1511
 RC1511                          STATION DESCRIPTION
 RC1511
 RC1511'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 RC1511'1.0 MI W FROM BONNEVILLE.
 RC1511'1 MILE WEST OF OLD BONNEVILLE STATION, ALONG RAILROAD TRACK. NORTHEAST
 RC1511'CORNER OF UNION PACIFIC RAILROAD BRIDGE 37.29.  OVER MOPPETT CREEK TOP
 RC1511'OF ABUTMENT.
 RC1511
 RC1511                          STATION RECOVERY (1993)
 RC1511
 RC1511'RECOVERY NOTE BY USGS ROCKY MOUNTAIN MAPPING CENTER 1993 (MAT)
 RC1511'RAILROAD TIES HAVE BEEN ADDED TO THE ABUTMENT, MARK IS INACCESSIBLE
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0081 ***********************************************************************
 RB0081  DESIGNATION -  F 486
 RB0081  PID         -  RB0081
 RB0081  STATE/COUNTY-  OR/UMATILLA
 RB0081  USGS QUAD   -  HURON (1995)
 RB0081
 RB0081                         *CURRENT SURVEY CONTROL
 RB0081  ___________________________________________________________________
 RB0081* NAD 83(1986)-  45 29 02.     (N)    118 18 53.     (W)     SCALED    
 RB0081* NAVD 88     -       867.791  (meters)    2847.08   (feet)  ADJUSTED  
 RB0081  ___________________________________________________________________
 RB0081  GEOID HEIGHT-         -18.40  (meters)                     GEOID03
 RB0081  DYNAMIC HT  -         867.585 (meters)    2846.40  (feet)  COMP
 RB0081  MODELED GRAV-     980,349.8   (mgal)                       NAVD 88
 RB0081
 RB0081  VERT ORDER  -  FIRST     CLASS II
 RB0081
 RB0081.The horizontal coordinates were scaled from a topographic map and have
 RB0081.an estimated accuracy of +/- 6 seconds.
 RB0081
 RB0081.The orthometric height was determined by differential leveling
 RB0081.and adjusted in June 1991.
 RB0081.WARNING-Repeat measurements at this control monument indicate possible
 RB0081.vertical movement.
 RB0081
 RB0081.The geoid height was determined by GEOID03.
 RB0081
 RB0081.The dynamic height is computed by dividing the NAVD 88
 RB0081.geopotential number by the normal gravity value computed on the
 RB0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0081.degrees latitude (g = 980.6199 gals.).
 RB0081
 RB0081.The modeled gravity was interpolated from observed gravity values.
 RB0081
 RB0081;                    North         East    Units  Estimated Accuracy
 RB0081;SPC OR N     -   204,240.    2,670,810.      MT  (+/- 180 meters Scaled)
 RB0081
 RB0081                          SUPERSEDED SURVEY CONTROL
 RB0081
 RB0081  NGVD 29 (??/??/92)  866.692  (m)         2843.47   (f) ADJ UNCH    1 2
 RB0081
 RB0081.Superseded values are not recommended for survey control.
 RB0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0081.See file dsdata.txt to determine how the superseded data were derived.
 RB0081
 RB0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL972375(NAD 83)
 RB0081_MARKER: DB = BENCH MARK DISK
 RB0081_SETTING: 66 = SET IN ROCK OUTCROP
 RB0081_SP_SET: OUTCROP
 RB0081_STAMPING: F 486 1941
 RB0081_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RB0081+STABILITY: POSITION/ELEVATION WELL
 RB0081
 RB0081  HISTORY     - Date     Condition        Report By
 RB0081  HISTORY     - 1941     MONUMENTED       CGS
 RB0081  HISTORY     - 1951     GOOD             NGS
 RB0081
 RB0081                          STATION DESCRIPTION
 RB0081
 RB0081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 RB0081'0.9 MI SE FROM HURON.
 RB0081'0.9 MILE SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE SECTION
 RB0081'HOUSE AT HURON, ON THE OUTSIDE OF A LONG CURVE AT THE NORTHWEST END OF
 RB0081'A CUT, 34.4 FEET NORTHEAST OF THE NORTHEAST RAIL, AND SET IN TOP OF
 RB0081'AND NEAR THE WEST BASE OF A PROJECTION OF AN OUTCROP, 14 FEET NORTH OF
 RB0081'THE SIXTH TELEPHONE POLE NORTHWEST OF A CULVERT (256.40), AND ABOUT 4
 RB0081'FEET LOWER THAN THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0406 ***********************************************************************
 PB0406  DESIGNATION -  F 487
 PB0406  PID         -  PB0406
 PB0406  STATE/COUNTY-  OR/KLAMATH
 PB0406  USGS QUAD   -  WELCH BUTTE (1967)
 PB0406
 PB0406                         *CURRENT SURVEY CONTROL
 PB0406  ___________________________________________________________________
 PB0406* NAD 83(1986)-  43 05 13.     (N)    121 58 54.     (W)     SCALED    
 PB0406* NAVD 88     -      1554.372  (meters)    5099.64   (feet)  ADJUSTED  
 PB0406  ___________________________________________________________________
 PB0406  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 PB0406  DYNAMIC HT  -        1553.466 (meters)    5096.66  (feet)  COMP
 PB0406  MODELED GRAV-     979,982.3   (mgal)                       NAVD 88
 PB0406
 PB0406  VERT ORDER  -  FIRST     CLASS II
 PB0406
 PB0406.The horizontal coordinates were scaled from a topographic map and have
 PB0406.an estimated accuracy of +/- 6 seconds.
 PB0406
 PB0406.The orthometric height was determined by differential leveling
 PB0406.and adjusted in June 1991.
 PB0406
 PB0406.The geoid height was determined by GEOID03.
 PB0406
 PB0406.The dynamic height is computed by dividing the NAVD 88
 PB0406.geopotential number by the normal gravity value computed on the
 PB0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0406.degrees latitude (g = 980.6199 gals.).
 PB0406
 PB0406.The modeled gravity was interpolated from observed gravity values.
 PB0406
 PB0406;                    North         East    Units  Estimated Accuracy
 PB0406;SPC OR S     -   158,840.    1,379,370.      MT  (+/- 180 meters Scaled)
 PB0406
 PB0406                          SUPERSEDED SURVEY CONTROL
 PB0406
 PB0406  NGVD 29 (??/??/92) 1553.042  (m)         5095.27   (f) ADJ UNCH    1 2
 PB0406
 PB0406.Superseded values are not recommended for survey control.
 PB0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0406.See file dsdata.txt to determine how the superseded data were derived.
 PB0406
 PB0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN828709(NAD 83)
 PB0406_MARKER: DB = BENCH MARK DISK
 PB0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0406_STAMPING: F 487 1941
 PB0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0406+STABILITY: SURFACE MOTION
 PB0406
 PB0406  HISTORY     - Date     Condition        Report By
 PB0406  HISTORY     - 1941     MONUMENTED       CGS
 PB0406  HISTORY     - 1965     MARK NOT FOUND   NGS
 PB0406
 PB0406                          STATION DESCRIPTION
 PB0406
 PB0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 PB0406'8.0 MI W FROM DIAMOND-CRATER LAKE JCT.
 PB0406'ALONG STATE HIGHWAY 230, 8.0 MILES WEST OF JUNCTION WITH U. S. HIGHWAY
 PB0406'97, AT SURVEY STATION 420 00, 65 FEET NORTH OF CENTER OF HIGHWAY,
 PB0406'WITNESS POST MARKED USBM.
 PB0406
 PB0406                          STATION RECOVERY (1965)
 PB0406
 PB0406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 PB0406'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0407 ***********************************************************************
 PB0407  DESIGNATION -  F 487 RESET
 PB0407  PID         -  PB0407
 PB0407  STATE/COUNTY-  OR/KLAMATH
 PB0407  USGS QUAD   -  WELCH BUTTE (1967)
 PB0407
 PB0407                         *CURRENT SURVEY CONTROL
 PB0407  ___________________________________________________________________
 PB0407* NAD 83(1986)-  43 05 13.     (N)    121 58 54.     (W)     SCALED    
 PB0407* NAVD 88     -      1554.46   (meters)    5099.9    (feet)  RESET     
 PB0407  ___________________________________________________________________
 PB0407  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 PB0407  VERT ORDER  -  THIRD
 PB0407
 PB0407.The horizontal coordinates were scaled from a topographic map and have
 PB0407.an estimated accuracy of +/- 6 seconds.
 PB0407
 PB0407.The orthometric height was computed from unverified reset data.
 PB0407
 PB0407.The geoid height was determined by GEOID03.
 PB0407
 PB0407;                    North         East    Units  Estimated Accuracy
 PB0407;SPC OR S     -   158,840.    1,379,370.      MT  (+/- 180 meters Scaled)
 PB0407
 PB0407                          SUPERSEDED SURVEY CONTROL
 PB0407
 PB0407.No superseded survey control is available for this station.
 PB0407
 PB0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN828709(NAD 83)
 PB0407_MARKER: DB = BENCH MARK DISK
 PB0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0407_STAMPING: F 487 RESET 1961
 PB0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0407+STABILITY: SURFACE MOTION
 PB0407
 PB0407  HISTORY     - Date     Condition        Report By
 PB0407  HISTORY     - 1961     MONUMENTED       CGS
 PB0407
 PB0407                          STATION DESCRIPTION
 PB0407
 PB0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 PB0407'4.0 MI S FROM BEAVER MARSH.
 PB0407'FROM BEAVER MARSH GO SOUTH ON U.S. HIGHWAY 97 FOR ABOUT 4 MILES TO THE
 PB0407'JUNCTION WITH STATE HIGHWAY 230, TURN RIGHT, GO WEST, ON STATE HIGHWAY
 PB0407'230 FOR 8.0 MILES TO HIGHWAY STATION 420X00, BENCH MARK IS 101 FEET
 PB0407'NORTH OF THE CENTERLINE OF THE HIGHWAY, 34 FEET NORTH OF THE ORIGINAL
 PB0407'MARK, 79 FEET SOUTH OF THE CENTER OF A LOGGING ROAD, 70 YARDS WEST OF
 PB0407'A TRACK ROAD LEADING TO THE NORTH, 2 FEET EAST OF A WITNESS POST, AND
 PB0407'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 7 INCHES ABOVE
 PB0407'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0792 ***********************************************************************
 RA0792  DESIGNATION -  F 488
 RA0792  PID         -  RA0792
 RA0792  STATE/COUNTY-  OR/UNION
 RA0792  USGS QUAD   -  TELOCASET (1993)
 RA0792
 RA0792                         *CURRENT SURVEY CONTROL
 RA0792  ___________________________________________________________________
 RA0792* NAD 83(1986)-  45 04 44.     (N)    117 50 07.     (W)     SCALED    
 RA0792* NAVD 88     -      1015.192  (meters)    3330.68   (feet)  ADJUSTED  
 RA0792  ___________________________________________________________________
 RA0792  GEOID HEIGHT-         -17.07  (meters)                     GEOID03
 RA0792  DYNAMIC HT  -        1014.900 (meters)    3329.72  (feet)  COMP
 RA0792  MODELED GRAV-     980,294.7   (mgal)                       NAVD 88
 RA0792
 RA0792  VERT ORDER  -  FIRST     CLASS II
 RA0792
 RA0792.The horizontal coordinates were scaled from a topographic map and have
 RA0792.an estimated accuracy of +/- 6 seconds.
 RA0792
 RA0792.The orthometric height was determined by differential leveling
 RA0792.and adjusted in June 1991.
 RA0792
 RA0792.The geoid height was determined by GEOID03.
 RA0792
 RA0792.The dynamic height is computed by dividing the NAVD 88
 RA0792.geopotential number by the normal gravity value computed on the
 RA0792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0792.degrees latitude (g = 980.6199 gals.).
 RA0792
 RA0792.The modeled gravity was interpolated from observed gravity values.
 RA0792
 RA0792;                    North         East    Units  Estimated Accuracy
 RA0792;SPC OR N     -   160,390.    2,709,760.      MT  (+/- 180 meters Scaled)
 RA0792
 RA0792                          SUPERSEDED SURVEY CONTROL
 RA0792
 RA0792  NGVD 29 (??/??/92) 1014.074  (m)         3327.01   (f) ADJ UNCH    1 2
 RA0792
 RA0792.Superseded values are not recommended for survey control.
 RA0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0792.See file dsdata.txt to determine how the superseded data were derived.
 RA0792
 RA0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK342920(NAD 83)
 RA0792_MARKER: DB = BENCH MARK DISK
 RA0792_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RA0792_SP_SET: CULVERT
 RA0792_STAMPING: F 488 1941
 RA0792_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RA0792
 RA0792  HISTORY     - Date     Condition        Report By
 RA0792  HISTORY     - 1941     MONUMENTED       CGS
 RA0792
 RA0792                          STATION DESCRIPTION
 RA0792
 RA0792'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 RA0792'2.4 MI SW FROM TELOCASET.
 RA0792'ABOUT 2.4 MILES SOUTHWEST (TOWARD BAKER) ALONG THE UNION PACIFIC
 RA0792'RAILROAD FROM TELOCASET, UNION COUNTY, AT THE NORTHWEST END OF CULVERT
 RA0792'314.92, AND IN THE SOUTHWEST WING WALL.  A STANDARD DISK, STAMPED F
 RA0792'488 1941.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0933 ***********************************************************************
 QB0933  DESIGNATION -  F 489
 QB0933  PID         -  QB0933
 QB0933  STATE/COUNTY-  OR/BAKER
 QB0933  USGS QUAD   -  OXMAN (1994)
 QB0933
 QB0933                         *CURRENT SURVEY CONTROL
 QB0933  ___________________________________________________________________
 QB0933* NAD 83(1986)-  44 38 41.     (N)    117 33 27.     (W)     SCALED    
 QB0933* NAVD 88     -      1006.528  (meters)    3302.25   (feet)  ADJUSTED  
 QB0933  ___________________________________________________________________
 QB0933  GEOID HEIGHT-         -16.90  (meters)                     GEOID03
 QB0933  DYNAMIC HT  -        1006.187 (meters)    3301.13  (feet)  COMP
 QB0933  MODELED GRAV-     980,244.4   (mgal)                       NAVD 88
 QB0933
 QB0933  VERT ORDER  -  FIRST     CLASS II
 QB0933
 QB0933.The horizontal coordinates were scaled from a topographic map and have
 QB0933.an estimated accuracy of +/- 6 seconds.
 QB0933
 QB0933.The orthometric height was determined by differential leveling
 QB0933.and adjusted in June 1991.
 QB0933
 QB0933.The geoid height was determined by GEOID03.
 QB0933
 QB0933.The dynamic height is computed by dividing the NAVD 88
 QB0933.geopotential number by the normal gravity value computed on the
 QB0933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0933.degrees latitude (g = 980.6199 gals.).
 QB0933
 QB0933.The modeled gravity was interpolated from observed gravity values.
 QB0933
 QB0933;                    North         East    Units  Estimated Accuracy
 QB0933;SPC OR N     -   112,930.    2,733,370.      MT  (+/- 180 meters Scaled)
 QB0933
 QB0933                          SUPERSEDED SURVEY CONTROL
 QB0933
 QB0933  NGVD 29 (??/??/92) 1005.387  (m)         3298.51   (f) ADJ UNCH    1 2
 QB0933
 QB0933.Superseded values are not recommended for survey control.
 QB0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0933.See file dsdata.txt to determine how the superseded data were derived.
 QB0933
 QB0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK557436(NAD 83)
 QB0933_MARKER: DB = BENCH MARK DISK
 QB0933_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QB0933_SP_SET: BRIDGE
 QB0933_STAMPING: F 489 1941
 QB0933_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QB0933
 QB0933  HISTORY     - Date     Condition        Report By
 QB0933  HISTORY     - 1941     MONUMENTED       CGS
 QB0933
 QB0933                          STATION DESCRIPTION
 QB0933
 QB0933'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 QB0933'4.3 MI SE FROM PLEASANT VALLEY.
 QB0933'ABOUT 4.3 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM
 QB0933'PLEASANT VALLEY, BAKER COUNTY, AT BRIDGE 359.72, AND IN THE TOP OF THE
 QB0933'EAST WING WALL ON THE NORTH SIDE.  A STANDARD DISK, STAMPED F 489
 QB0933'1941.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1048 ***********************************************************************
 RD1048  DESIGNATION -  F 49
 RD1048  PID         -  RD1048
 RD1048  STATE/COUNTY-  OR/TILLAMOOK
 RD1048  USGS QUAD   -  BEAVER (1985)
 RD1048
 RD1048                         *CURRENT SURVEY CONTROL
 RD1048  ___________________________________________________________________
 RD1048* NAD 83(1986)-  45 16 04.     (N)    123 50 52.     (W)     SCALED    
 RD1048* NAVD 88     -        24.290  (meters)      79.69   (feet)  ADJUSTED  
 RD1048  ___________________________________________________________________
 RD1048  GEOID HEIGHT-         -22.20  (meters)                     GEOID03
 RD1048  DYNAMIC HT  -          24.291 (meters)      79.69  (feet)  COMP
 RD1048  MODELED GRAV-     980,668.3   (mgal)                       NAVD 88
 RD1048
 RD1048  VERT ORDER  -  FIRST     CLASS II
 RD1048
 RD1048.The horizontal coordinates were scaled from a topographic map and have
 RD1048.an estimated accuracy of +/- 6 seconds.
 RD1048
 RD1048.The orthometric height was determined by differential leveling
 RD1048.and adjusted in June 1991.
 RD1048.WARNING-Repeat measurements at this control monument indicate possible
 RD1048.vertical movement.
 RD1048
 RD1048.The geoid height was determined by GEOID03.
 RD1048
 RD1048.The dynamic height is computed by dividing the NAVD 88
 RD1048.geopotential number by the normal gravity value computed on the
 RD1048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1048.degrees latitude (g = 980.6199 gals.).
 RD1048
 RD1048.The modeled gravity was interpolated from observed gravity values.
 RD1048
 RD1048;                    North         East    Units  Estimated Accuracy
 RD1048;SPC OR N     -   183,360.    2,237,370.      MT  (+/- 180 meters Scaled)
 RD1048
 RD1048                          SUPERSEDED SURVEY CONTROL
 RD1048
 RD1048  NGVD 29 (??/??/92)   23.249  (m)           76.28   (f) ADJ UNCH    1 2
 RD1048
 RD1048.Superseded values are not recommended for survey control.
 RD1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1048.See file dsdata.txt to determine how the superseded data were derived.
 RD1048
 RD1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR334130(NAD 83)
 RD1048_MARKER: DD = SURVEY DISK
 RD1048_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RD1048_SP_SET: HEADWALL
 RD1048_STAMPING: F 49 1930
 RD1048_MARK LOGO: ORHD  
 RD1048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD1048+STABILITY: SURFACE MOTION
 RD1048
 RD1048  HISTORY     - Date     Condition        Report By
 RD1048  HISTORY     - 1930     MONUMENTED       ORHD
 RD1048  HISTORY     - 1964     GOOD             NGS
 RD1048  HISTORY     - 1987     GOOD             NGS
 RD1048  HISTORY     - 1989     GOOD             USPSQD
 RD1048  HISTORY     - 1990     GOOD             USPSQD
 RD1048
 RD1048                          STATION DESCRIPTION
 RD1048
 RD1048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 RD1048'1.4 MI S FROM BEAVER.
 RD1048'1.4 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE BEAVER POST OFFICE, IN
 RD1048'TOP OF A SHELF, NORTHWEST OF THE PARAPET, AT THE NORTHWEST END OF AN
 RD1048'8-FOOT CONCRETE-ARCH CULVERT OVER SAILING CREEK, 250 FEET NORTH OF 101
 RD1048'CABIN CAMP AND 15 FEET NORTHWEST OF THE CENTER OF THE HIGHWAY.
 RD1048
 RD1048                          STATION RECOVERY (1987)
 RD1048
 RD1048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD1048'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  26.2 KM
 RD1048'(16.30 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM ITS JUNCTION WITH
 RD1048'STATE HIGHWAY 6 IN TILLAMOOK, IN TOP OF THE NORTHEAST END OF THE
 RD1048'LOWER ONE OF TWO HEADWALLS OF A 6 BY 8 FOOT BOX CULVERT, 4.3 M (14.1
 RD1048'FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 1.0 M (3.3 FT)
 RD1048'SOUTHWEST OF THE NORTHEAST END OF THE HEADWALL.
 RD1048'THE MARK IS 0.4 M BELOW THE HIGHWAY.
 RD1048
 RD1048                          STATION RECOVERY (1989)
 RD1048
 RD1048'RECOVERY NOTE BY US POWER SQUADRON 1989 (RCC)
 RD1048'RECOVERED IN GOOD CONDITION.
 RD1048
 RD1048                          STATION RECOVERY (1990)
 RD1048
 RD1048'RECOVERY NOTE BY US POWER SQUADRON 1990 (KRN)
 RD1048'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0666 ***********************************************************************
 QB0666  DESIGNATION -  F 490
 QB0666  PID         -  QB0666
 QB0666  STATE/COUNTY-  OR/BAKER
 QB0666  USGS QUAD   -  LIME (1988)
 QB0666
 QB0666                         *CURRENT SURVEY CONTROL
 QB0666  ___________________________________________________________________
 QB0666* NAD 83(1986)-  44 25 34.     (N)    117 18 53.     (W)     SCALED    
 QB0666* NAVD 88     -       686.992  (meters)    2253.91   (feet)  ADJUSTED  
 QB0666  ___________________________________________________________________
 QB0666  GEOID HEIGHT-         -16.99  (meters)                     GEOID03
 QB0666  DYNAMIC HT  -         686.795 (meters)    2253.26  (feet)  COMP
 QB0666  MODELED GRAV-     980,309.9   (mgal)                       NAVD 88
 QB0666
 QB0666  VERT ORDER  -  FIRST     CLASS II
 QB0666
 QB0666.The horizontal coordinates were scaled from a topographic map and have
 QB0666.an estimated accuracy of +/- 6 seconds.
 QB0666
 QB0666.The orthometric height was determined by differential leveling
 QB0666.and adjusted in June 1991.
 QB0666
 QB0666.The geoid height was determined by GEOID03.
 QB0666
 QB0666.The dynamic height is computed by dividing the NAVD 88
 QB0666.geopotential number by the normal gravity value computed on the
 QB0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0666.degrees latitude (g = 980.6199 gals.).
 QB0666
 QB0666.The modeled gravity was interpolated from observed gravity values.
 QB0666
 QB0666;                    North         East    Units  Estimated Accuracy
 QB0666;SPC OR N     -    89,390.    2,753,570.      MT  (+/- 180 meters Scaled)
 QB0666
 QB0666                          SUPERSEDED SURVEY CONTROL
 QB0666
 QB0666  NGVD 29 (??/??/92)  685.971  (m)         2250.56   (f) ADJ UNCH    1 2
 QB0666
 QB0666.Superseded values are not recommended for survey control.
 QB0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0666.See file dsdata.txt to determine how the superseded data were derived.
 QB0666
 QB0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK749192(NAD 83)
 QB0666_MARKER: DB = BENCH MARK DISK
 QB0666_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QB0666_SP_SET: ABUTMENT
 QB0666_STAMPING: F 490 1941
 QB0666_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QB0666_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QB0666+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2003
 QB0666
 QB0666  HISTORY     - Date     Condition        Report By
 QB0666  HISTORY     - 1941     MONUMENTED       CGS
 QB0666  HISTORY     - 1967     MARK NOT FOUND   NGS
 QB0666  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 QB0666  HISTORY     - 20031218 GOOD             ORDT
 QB0666
 QB0666                          STATION DESCRIPTION
 QB0666
 QB0666'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 QB0666'1.3 MI N FROM LIME.
 QB0666'ABOUT 1.3 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM LIME,
 QB0666'BAKER COUNTY, AT BRIDGE 383.27, AND IN THE EAST END OF THE SOUTH
 QB0666'ABUTMENT.  A STANDARD DISK, STAMPED F 490 1941.  NOTE-- U.S. HIGHWAY
 QB0666'20-26 HAS BEEN WIDENED AND RESURFACED AND SINCE THIS MARK WAS
 QB0666'ORIGINALLY PLACED ONLY 25 FEET FROM HIGHWAY IT HAS PROBABLY BEEN
 QB0666'COVERED DURING CONSTRUCTION.
 QB0666
 QB0666                          STATION RECOVERY (1967)
 QB0666
 QB0666'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 QB0666'MARK NOT FOUND.
 QB0666
 QB0666                          STATION RECOVERY (1985)
 QB0666
 QB0666'RECOVERY NOTE BY US POWER SQUADRON 1985 (RBD)
 QB0666'MARK NOT FOUND.
 QB0666
 QB0666                          STATION RECOVERY (2003)
 QB0666
 QB0666'RECOVERY NOTE BY OREGON DEPARTMENT OF TRANSPORTATION 2003 (MAS)
 QB0666'PLEASE REMOVE THE FOLLOWING INFORMATION ( NOTE-- U.S. HIGHWAY 20-26
 QB0666'HAS BEEN WIDENED AND RESURFACED AND SINCE THIS MARK WAS ORIGINALLY
 QB0666'PLACED ONLY 25 FEET FROM HIGHWAY IT HAS PROBABLY BEEN COVERED DURING
 QB0666'CONSTRUCTION.)  THIS MARK IS LOCATED ON INTERSTATE HIGHWAY 84 NOT U.S.
 QB0666'HIGHWAY 20-26.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0912 ***********************************************************************
 RC0912  DESIGNATION -  F 491
 RC0912  PID         -  RC0912
 RC0912  STATE/COUNTY-  OR/WASCO
 RC0912  USGS QUAD   -  WISHRAM (1994)
 RC0912
 RC0912                         *CURRENT SURVEY CONTROL
 RC0912  ___________________________________________________________________
 RC0912* NAD 83(1986)-  45 38 45.     (N)    120 59 51.     (W)     SCALED    
 RC0912* NAVD 88     -        50.396  (meters)     165.34   (feet)  ADJUSTED  
 RC0912  ___________________________________________________________________
 RC0912  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 RC0912  DYNAMIC HT  -          50.395 (meters)     165.34  (feet)  COMP
 RC0912  MODELED GRAV-     980,599.5   (mgal)                       NAVD 88
 RC0912
 RC0912  VERT ORDER  -  FIRST     CLASS II
 RC0912
 RC0912.The horizontal coordinates were scaled from a topographic map and have
 RC0912.an estimated accuracy of +/- 6 seconds.
 RC0912
 RC0912.The orthometric height was determined by differential leveling
 RC0912.and adjusted in June 1991.
 RC0912
 RC0912.The geoid height was determined by GEOID03.
 RC0912
 RC0912.The dynamic height is computed by dividing the NAVD 88
 RC0912.geopotential number by the normal gravity value computed on the
 RC0912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0912.degrees latitude (g = 980.6199 gals.).
 RC0912
 RC0912.The modeled gravity was interpolated from observed gravity values.
 RC0912
 RC0912;                    North         East    Units  Estimated Accuracy
 RC0912;SPC OR N     -   220,050.    2,461,220.      MT  (+/- 180 meters Scaled)
 RC0912
 RC0912                          SUPERSEDED SURVEY CONTROL
 RC0912
 RC0912  NGVD 29 (??/??/92)   49.396  (m)          162.06   (f) ADJ UNCH    1 2
 RC0912
 RC0912.Superseded values are not recommended for survey control.
 RC0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0912.See file dsdata.txt to determine how the superseded data were derived.
 RC0912
 RC0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR560566(NAD 83)
 RC0912_MARKER: DB = BENCH MARK DISK
 RC0912_SETTING: 66 = SET IN ROCK OUTCROP
 RC0912_SP_SET: ROCK OUTCROP
 RC0912_STAMPING: F 491 1941
 RC0912_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RC0912+STABILITY: POSITION/ELEVATION WELL
 RC0912
 RC0912  HISTORY     - Date     Condition        Report By
 RC0912  HISTORY     - 1941     MONUMENTED       CGS
 RC0912  HISTORY     - 1956     MARK NOT FOUND   NGS
 RC0912
 RC0912                          STATION DESCRIPTION
 RC0912
 RC0912'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 RC0912'1.4 MI W FROM CELILO.
 RC0912'1.4 MILES WEST ON U.P. RR. 0.2 MILE WEST OF JUNCTION OF OREGON TRUNK
 RC0912'LINE WITH UNION PACIFIC RAILROAD, 1 POLE EAST OF MILE POST 95, 1 POLE
 RC0912'WEST OF SEMAPHORE 95.0, 48 FEET NORTH OF NORTH TRACK, 3 FEET NORTH OF
 RC0912'RIGHT OF WAY FENCE, LEVEL WITH GRADE, IN A SQUARE ROCK OUTCROP.
 RC0912
 RC0912                          STATION RECOVERY (1956)
 RC0912
 RC0912'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 RC0912'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0600 ***********************************************************************
 NZ0600  DESIGNATION -  F 492 RESET
 NZ0600  PID         -  NZ0600
 NZ0600  STATE/COUNTY-  OR/JOSEPHINE
 NZ0600  USGS QUAD   -  BUCKSKIN PEAK (1996)
 NZ0600
 NZ0600                         *CURRENT SURVEY CONTROL
 NZ0600  ___________________________________________________________________
 NZ0600* NAD 83(1986)-  42 01 45.     (N)    123 46 12.     (W)     SCALED    
 NZ0600* NAVD 88     -       517.80   (meters)    1698.8    (feet)  RESET     
 NZ0600  ___________________________________________________________________
 NZ0600  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 NZ0600  VERT ORDER  -  THIRD
 NZ0600
 NZ0600.The horizontal coordinates were scaled from a topographic map and have
 NZ0600.an estimated accuracy of +/- 6 seconds.
 NZ0600
 NZ0600.The orthometric height was computed from unverified reset data.
 NZ0600
 NZ0600.The geoid height was determined by GEOID03.
 NZ0600
 NZ0600;                    North         East    Units  Estimated Accuracy
 NZ0600;SPC OR S     -    45,560.    1,229,250.      MT  (+/- 180 meters Scaled)
 NZ0600
 NZ0600                          SUPERSEDED SURVEY CONTROL
 NZ0600
 NZ0600.No superseded survey control is available for this station.
 NZ0600
 NZ0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM362533(NAD 83)
 NZ0600_MARKER: DB = BENCH MARK DISK
 NZ0600_SETTING: 80 = SET IN A BOULDER
 NZ0600_SP_SET: BOULDER
 NZ0600_STAMPING: F 492 RESET 1972
 NZ0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0600+STABILITY: SURFACE MOTION
 NZ0600
 NZ0600  HISTORY     - Date     Condition        Report By
 NZ0600  HISTORY     - 1972     MONUMENTED       NGS
 NZ0600
 NZ0600                          STATION DESCRIPTION
 NZ0600
 NZ0600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 NZ0600'5.1 MI SW FROM OBRIEN.
 NZ0600'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 199, AND WIMER ROAD, JUST
 NZ0600'NORTH OF THE OBRIEN POST OFFICE, GO SOUTHWEST ON WIMER ROAD FOR 4.9
 NZ0600'MILES TO A SMALL CAMPING AREA ON THE LEFT, CONTINUE SOUTHWEST ON WIMER
 NZ0600'ROAD FOR 0.2 MILE TO THE BENCH MARK ON THE RIGHT, THIS IS 0.3 MILE
 NZ0600'NORTHEAST OF WHERE WIMER ROAD CROSSES THE RIVER.  THE BENCH MARK IS 50
 NZ0600'FEET EAST OF POWER POLE NO. 9/41, 35 FEET WEST OF THE CENTER OF WIMER
 NZ0600'ROAD, 20 FEET WEST OF THE WEST END OF A CORRIGATED CULVERT, 2 FEET
 NZ0600'WEST OF A METAL WITNESS POST, AND 5 FEET HIGHER THAN THE ROAD CEMENTED
 NZ0600'IN A DRILL HOLE IN A 3 BY 4 FOOT BOULDER THAT PROJECTS 2 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0176 ***********************************************************************
 OA0176  DESIGNATION -  F 494
 OA0176  PID         -  OA0176
 OA0176  STATE/COUNTY-  OR/CURRY
 OA0176  USGS QUAD   -  MOUNT EMILY (1989)
 OA0176
 OA0176                         *CURRENT SURVEY CONTROL
 OA0176  ___________________________________________________________________
 OA0176* NAD 83(1986)-  42 05 48.     (N)    124 11 44.     (W)     SCALED    
 OA0176* NAVD 88     -        24.547  (meters)      80.53   (feet)  POSTED    
 OA0176  ___________________________________________________________________
 OA0176  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 OA0176  DYNAMIC HT  -          24.540 (meters)      80.51  (feet)  COMP
 OA0176  MODELED GRAV-     980,304.9   (mgal)                       NAVD 88
 OA0176
 OA0176  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 OA0176
 OA0176.The horizontal coordinates were scaled from a topographic map and have
 OA0176.an estimated accuracy of +/- 6 seconds.
 OA0176
 OA0176.The orthometric height was determined by differential leveling
 OA0176.and adjusted by the  in 1992.
 OA0176.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 OA0176.was located on a no-check spur therefore a value was not computed.
 OA0176.No vertical observational check was made to the station.
 OA0176
 OA0176.The geoid height was determined by GEOID03.
 OA0176
 OA0176.The dynamic height is computed by dividing the NAVD 88
 OA0176.geopotential number by the normal gravity value computed on the
 OA0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0176.degrees latitude (g = 980.6199 gals.).
 OA0176
 OA0176.The modeled gravity was interpolated from observed gravity values.
 OA0176
 OA0176;                    North         East    Units  Estimated Accuracy
 OA0176;SPC OR S     -    54,510.    1,194,360.      MT  (+/- 180 meters Scaled)
 OA0176
 OA0176                          SUPERSEDED SURVEY CONTROL
 OA0176
 OA0176  NGVD 29 (??/??/92)   23.471  (m)           77.00   (f) ADJ UNCH    2 0
 OA0176
 OA0176.Superseded values are not recommended for survey control.
 OA0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0176.See file dsdata.txt to determine how the superseded data were derived.
 OA0176
 OA0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM011612(NAD 83)
 OA0176_MARKER: DB = BENCH MARK DISK
 OA0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OA0176_STAMPING: F 494 1942
 OA0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0176+STABILITY: SURFACE MOTION
 OA0176
 OA0176  HISTORY     - Date     Condition        Report By
 OA0176  HISTORY     - 1942     MONUMENTED       CGS
 OA0176  HISTORY     - 1973     GOOD             NGS
 OA0176  HISTORY     - 19850826 GOOD             USGS
 OA0176
 OA0176                          STATION DESCRIPTION
 OA0176
 OA0176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 OA0176'7 MI NE FROM BROOKINGS.
 OA0176'REACHED FORM THE BROOKINGS POST OFFICE GO NORTH ON CENTER STREET FOR
 OA0176'0.05 MILE TO U.S. HIGHWAY 101, TURN RIGHT, AND GO SOUTHEAST ON THE
 OA0176'HIGHWAY FOR 0.5 MILE TO NORTH BANK ROAD ON THE LEFT, TURN LEFT, AND GO
 OA0176'NORTHEAST ON NORTH BANK ROAD FOR 5.4 MILES TO UPPER CHETCO SCHOOL ON
 OA0176'THE LEFT, CONTINUE ON THE HIGHWAY FOR 1.2 MILES TO THE BENCH MARK ON
 OA0176'THE RIGHT ON THE OUTSIDE OF A CURVE, 200 FEET NORTH OF A ROAD
 OA0176'NORTHWEST TO A ROCK QUARRY, 160 FEET SOUTHEAST OF A CULVERT UNDER THE
 OA0176'HIGHWAY, 32 FEET NORTH OF A FAS POST THAT HAS BEEN PLACED BETWEEN TWIN
 OA0176'FIR TREES WITH 6-FOOT TRUNKS, 28 FEET NORTHEAST OF THE CENTER OF THE
 OA0176'ROAD, 2 FEET WEST OF A WOODEN WITNESS POST, 0.5 FOOT NORTH OF A METAL
 OA0176'WITNESS POST, AND 3.5 FEET LOWER THAN THE HIGHWAY SET IN A 6-INCH
 OA0176'SQUARE CONCRETE POST.
 OA0176
 OA0176                          STATION RECOVERY (1985)
 OA0176
 OA0176'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (STB)
 OA0176'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0002 ***********************************************************************
 OA0002  DESIGNATION -  F 496
 OA0002  PID         -  OA0002
 OA0002  STATE/COUNTY-  OR/CURRY
 OA0002  USGS QUAD   -  SIGNAL BUTTES (1986)
 OA0002
 OA0002                         *CURRENT SURVEY CONTROL
 OA0002  ___________________________________________________________________
 OA0002* NAD 83(1986)-  42 29 04.     (N)    124 18 43.     (W)     SCALED    
 OA0002* NAVD 88     -        17.767  (meters)      58.29   (feet)  ADJUSTED  
 OA0002  ___________________________________________________________________
 OA0002  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 OA0002  DYNAMIC HT  -          17.761 (meters)      58.27  (feet)  COMP
 OA0002  MODELED GRAV-     980,326.8   (mgal)                       NAVD 88
 OA0002
 OA0002  VERT ORDER  -  SECOND    CLASS 0
 OA0002
 OA0002.The horizontal coordinates were scaled from a topographic map and have
 OA0002.an estimated accuracy of +/- 6 seconds.
 OA0002
 OA0002.The orthometric height was determined by differential leveling
 OA0002.and adjusted in June 1991.
 OA0002
 OA0002.The geoid height was determined by GEOID03.
 OA0002
 OA0002.The dynamic height is computed by dividing the NAVD 88
 OA0002.geopotential number by the normal gravity value computed on the
 OA0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0002.degrees latitude (g = 980.6199 gals.).
 OA0002
 OA0002.The modeled gravity was interpolated from observed gravity values.
 OA0002
 OA0002;                    North         East    Units  Estimated Accuracy
 OA0002;SPC OR S     -    97,970.    1,186,700.      MT  (+/- 180 meters Scaled)
 OA0002
 OA0002                          SUPERSEDED SURVEY CONTROL
 OA0002
 OA0002  NGVD 29 (??/??/92)   16.681  (m)           54.73   (f) ADJ UNCH    2 0
 OA0002
 OA0002.Superseded values are not recommended for survey control.
 OA0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0002.See file dsdata.txt to determine how the superseded data were derived.
 OA0002
 OA0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN921044(NAD 83)
 OA0002_MARKER: DB = BENCH MARK DISK
 OA0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA0002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OA0002_STAMPING: F 496 1942
 OA0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0002+STABILITY: SURFACE MOTION
 OA0002
 OA0002  HISTORY     - Date     Condition        Report By
 OA0002  HISTORY     - 1942     MONUMENTED       CGS
 OA0002  HISTORY     - 1964     MARK NOT FOUND   NGS
 OA0002  HISTORY     - 1982     MARK NOT FOUND   USGS
 OA0002
 OA0002                          STATION DESCRIPTION
 OA0002
 OA0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OA0002'8.1 MI NE FROM WEDDERBURN.
 OA0002'ON THE NORTH SIDE OF ROGUE RIVER, 51 FEET WEST OF CENTER LINE OF ROAD,
 OA0002'250 FEET NORTH OF 5-MILE MARKER, 2 1/2 FEET NORTH OF A FENCE, AND 6
 OA0002'FEET BELOW ROAD LEVEL.  WITNESS POST SET.
 OA0002
 OA0002                          STATION RECOVERY (1964)
 OA0002
 OA0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 OA0002'MARK NOT FOUND.
 OA0002
 OA0002                          STATION RECOVERY (1982)
 OA0002
 OA0002'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 OA0002'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0435 ***********************************************************************
 QC0435  DESIGNATION -  F 497
 QC0435  PID         -  QC0435
 QC0435  STATE/COUNTY-  OR/WHEELER
 QC0435  USGS QUAD   -  DERR MEADOWS (1992)
 QC0435
 QC0435                         *CURRENT SURVEY CONTROL
 QC0435  ___________________________________________________________________
 QC0435* NAD 83(1986)-  44 28 44.     (N)    119 55 59.     (W)     SCALED    
 QC0435* NAVD 88     -      1487.939  (meters)    4881.68   (feet)  ADJUSTED  
 QC0435  ___________________________________________________________________
 QC0435  GEOID HEIGHT-         -19.00  (meters)                     GEOID03
 QC0435  DYNAMIC HT  -        1487.336 (meters)    4879.70  (feet)  COMP
 QC0435  MODELED GRAV-     980,159.5   (mgal)                       NAVD 88
 QC0435
 QC0435  VERT ORDER  -  SECOND    CLASS 0
 QC0435
 QC0435.The horizontal coordinates were scaled from a topographic map and have
 QC0435.an estimated accuracy of +/- 6 seconds.
 QC0435
 QC0435.The orthometric height was determined by differential leveling
 QC0435.and adjusted in June 1991.
 QC0435
 QC0435.The geoid height was determined by GEOID03.
 QC0435
 QC0435.The dynamic height is computed by dividing the NAVD 88
 QC0435.geopotential number by the normal gravity value computed on the
 QC0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0435.degrees latitude (g = 980.6199 gals.).
 QC0435
 QC0435.The modeled gravity was interpolated from observed gravity values.
 QC0435
 QC0435;                    North         East    Units  Estimated Accuracy
 QC0435;SPC OR N     -    90,420.    2,545,100.      MT  (+/- 180 meters Scaled)
 QC0435
 QC0435                          SUPERSEDED SURVEY CONTROL
 QC0435
 QC0435  NGVD 29 (??/??/92) 1486.688  (m)         4877.58   (f) ADJ UNCH    2 0
 QC0435
 QC0435.Superseded values are not recommended for survey control.
 QC0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0435.See file dsdata.txt to determine how the superseded data were derived.
 QC0435
 QC0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKK667292(NAD 83)
 QC0435_MARKER: DB = BENCH MARK DISK
 QC0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QC0435_STAMPING: F 497 1949
 QC0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0435+STABILITY: SURFACE MOTION
 QC0435
 QC0435  HISTORY     - Date     Condition        Report By
 QC0435  HISTORY     - 1949     MONUMENTED       CGS
 QC0435
 QC0435                          STATION DESCRIPTION
 QC0435
 QC0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 QC0435'4.2 MI N FROM DERR G.S..
 QC0435'4.2 MILES NORTH ALONG A FOREST SERVICE ROAD FROM DERR GUARD STATION,
 QC0435'0.3 MILE NORTH OF THE OCHOCO NATIONAL FOREST BOUNDRY, 32 FEET
 QC0435'SOUTHWEST OF THE CENTERLINE OF THE ROAD, 20.5 FEET WEST OF A 24 INCH
 QC0435'PINE TREE, 2 FEET NORTH OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN
 QC0435'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 QC0435'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0200 ***********************************************************************
 QD0200  DESIGNATION -  F 498
 QD0200  PID         -  QD0200
 QD0200  STATE/COUNTY-  OR/CROOK
 QD0200  USGS QUAD   -  KEYS CREEK (1992)
 QD0200
 QD0200                         *CURRENT SURVEY CONTROL
 QD0200  ___________________________________________________________________
 QD0200* NAD 83(1986)-  44 20 23.     (N)    120 05 34.     (W)     SCALED    
 QD0200* NAVD 88     -      1408.943  (meters)    4622.51   (feet)  ADJUSTED  
 QD0200  ___________________________________________________________________
 QD0200  GEOID HEIGHT-         -19.05  (meters)                     GEOID03
 QD0200  DYNAMIC HT  -        1408.371 (meters)    4620.63  (feet)  COMP
 QD0200  MODELED GRAV-     980,162.2   (mgal)                       NAVD 88
 QD0200
 QD0200  VERT ORDER  -  SECOND    CLASS 0
 QD0200
 QD0200.The horizontal coordinates were scaled from a topographic map and have
 QD0200.an estimated accuracy of +/- 6 seconds.
 QD0200
 QD0200.The orthometric height was determined by differential leveling
 QD0200.and adjusted in June 1991.
 QD0200
 QD0200.The geoid height was determined by GEOID03.
 QD0200
 QD0200.The dynamic height is computed by dividing the NAVD 88
 QD0200.geopotential number by the normal gravity value computed on the
 QD0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0200.degrees latitude (g = 980.6199 gals.).
 QD0200
 QD0200.The modeled gravity was interpolated from observed gravity values.
 QD0200
 QD0200;                    North         East    Units  Estimated Accuracy
 QD0200;SPC OR S     -   297,030.    1,532,480.      MT  (+/- 180 meters Scaled)
 QD0200
 QD0200                          SUPERSEDED SURVEY CONTROL
 QD0200
 QD0200  NGVD 29 (??/??/92) 1407.727  (m)         4618.52   (f) ADJ UNCH    2 0
 QD0200
 QD0200.Superseded values are not recommended for survey control.
 QD0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0200.See file dsdata.txt to determine how the superseded data were derived.
 QD0200
 QD0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGQ317137(NAD 83)
 QD0200_MARKER: DB = BENCH MARK DISK
 QD0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD0200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QD0200_STAMPING: F 498 1949
 QD0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0200+STABILITY: SURFACE MOTION
 QD0200
 QD0200  HISTORY     - Date     Condition        Report By
 QD0200  HISTORY     - 1949     MONUMENTED       CGS
 QD0200
 QD0200                          STATION DESCRIPTION
 QD0200
 QD0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 QD0200'2.7 MI SE FROM COLD SPRINGS G S.
 QD0200'2.7 MILES SOUTHEAST ALONG A FOREST SERVICE ROAD FROM COLD SPRINGS
 QD0200'GUARD STATION, ON THE OUTSIDE OF A SHARP CURVE, 44 FEET EAST OF THE
 QD0200'CENTER LINE OF THE ROAD, 35 1/2 FEET SOUTHEAST OF A DOUBLE 24-INCH
 QD0200'PINE TREE, 23 FEET EAST OF AN 18-INCH PINE TREE, 1.8 FEET SOUTH OF A
 QD0200'WITNESS POST, ABOUT 4 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF
 QD0200'A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0420 ***********************************************************************
 NZ0420  DESIGNATION -  F 499
 NZ0420  PID         -  NZ0420
 NZ0420  STATE/COUNTY-  OR/DOUGLAS
 NZ0420  USGS QUAD   -  CANYONVILLE (1986)
 NZ0420
 NZ0420                         *CURRENT SURVEY CONTROL
 NZ0420  ___________________________________________________________________
 NZ0420* NAD 83(1986)-  42 56 55.     (N)    123 21 49.     (W)     SCALED    
 NZ0420* NAVD 88     -       213.857  (meters)     701.63   (feet)  ADJUSTED  
 NZ0420  ___________________________________________________________________
 NZ0420  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 NZ0420  DYNAMIC HT  -         213.798 (meters)     701.44  (feet)  COMP
 NZ0420  MODELED GRAV-     980,338.4   (mgal)                       NAVD 88
 NZ0420
 NZ0420  VERT ORDER  -  FIRST     CLASS II
 NZ0420
 NZ0420.The horizontal coordinates were scaled from a topographic map and have
 NZ0420.an estimated accuracy of +/- 6 seconds.
 NZ0420
 NZ0420.The orthometric height was determined by differential leveling
 NZ0420.and adjusted in June 1991.
 NZ0420
 NZ0420.The geoid height was determined by GEOID03.
 NZ0420
 NZ0420.The dynamic height is computed by dividing the NAVD 88
 NZ0420.geopotential number by the normal gravity value computed on the
 NZ0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0420.degrees latitude (g = 980.6199 gals.).
 NZ0420
 NZ0420.The modeled gravity was interpolated from observed gravity values.
 NZ0420
 NZ0420;                    North         East    Units  Estimated Accuracy
 NZ0420;SPC OR S     -   146,400.    1,266,370.      MT  (+/- 180 meters Scaled)
 NZ0420
 NZ0420                          SUPERSEDED SURVEY CONTROL
 NZ0420
 NZ0420  NGVD 29 (??/??/92)  212.823  (m)          698.24   (f) ADJ UNCH    1 2
 NZ0420
 NZ0420.Superseded values are not recommended for survey control.
 NZ0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0420.See file dsdata.txt to determine how the superseded data were derived.
 NZ0420
 NZ0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN703551(NAD 83)
 NZ0420_MARKER: DB = BENCH MARK DISK
 NZ0420_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 NZ0420+WITH SETTING: PAVEMENT
 NZ0420_SP_SET: BALUSTRADE
 NZ0420_STAMPING: F 499 1949
 NZ0420_MARK LOGO: CGS   
 NZ0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0420+STABILITY: SURFACE MOTION
 NZ0420
 NZ0420  HISTORY     - Date     Condition        Report By
 NZ0420  HISTORY     - 1949     MONUMENTED       CGS
 NZ0420  HISTORY     - 1968     GOOD             NGS
 NZ0420  HISTORY     - 1987     GOOD             NGS
 NZ0420
 NZ0420                          STATION DESCRIPTION
 NZ0420
 NZ0420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 NZ0420'IN RIDDLE.
 NZ0420'AT RIDDLE, 0.2 MILE EAST ALONG MAIN STREET FROM THE SOUTHERN PACIFIC
 NZ0420'CO. RAILROAD STATION, AT RIDDLE SCHOOL DIST. NO. 70, 160 FEET NORTH OF
 NZ0420'THE CENTER OF MAIN STREET, 66 FEET NORTH OF THE FLAG POLE, 12 FEET
 NZ0420'WEST OF THE MAIN ENTRANCE TO THE SCHOOL, 0.5 FOOT SOUTH OF THE WALL
 NZ0420'AND 3 FEET ABOVE THE LEVEL OF THE GROUND.
 NZ0420
 NZ0420                          STATION RECOVERY (1987)
 NZ0420
 NZ0420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 NZ0420'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  IN RIDDLE, AT
 NZ0420'THE INTERSECTION OF MAIN STREET AND FIRST AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0499 ***********************************************************************
 NY0499  DESIGNATION -  F 5
 NY0499  PID         -  NY0499
 NY0499  STATE/COUNTY-  OR/KLAMATH
 NY0499  USGS QUAD   -  CHILOQUIN (1988)
 NY0499
 NY0499                         *CURRENT SURVEY CONTROL
 NY0499  ___________________________________________________________________
 NY0499* NAD 83(1986)-  42 34 16.     (N)    121 52 21.     (W)     SCALED    
 NY0499* NAVD 88     -      1275.811  (meters)    4185.72   (feet)  ADJUSTED  
 NY0499  ___________________________________________________________________
 NY0499  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 NY0499  DYNAMIC HT  -        1275.071 (meters)    4183.30  (feet)  COMP
 NY0499  MODELED GRAV-     979,996.5   (mgal)                       NAVD 88
 NY0499
 NY0499  VERT ORDER  -  FIRST     CLASS II
 NY0499
 NY0499.The horizontal coordinates were scaled from a topographic map and have
 NY0499.an estimated accuracy of +/- 6 seconds.
 NY0499
 NY0499.The orthometric height was determined by differential leveling
 NY0499.and adjusted in June 1991.
 NY0499.WARNING-Repeat measurements at this control monument indicate possible
 NY0499.vertical movement.
 NY0499
 NY0499.The geoid height was determined by GEOID03.
 NY0499
 NY0499.The dynamic height is computed by dividing the NAVD 88
 NY0499.geopotential number by the normal gravity value computed on the
 NY0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0499.degrees latitude (g = 980.6199 gals.).
 NY0499
 NY0499.The modeled gravity was interpolated from observed gravity values.
 NY0499
 NY0499;                    North         East    Units  Estimated Accuracy
 NY0499;SPC OR S     -   101,390.    1,387,320.      MT  (+/- 180 meters Scaled)
 NY0499
 NY0499                          SUPERSEDED SURVEY CONTROL
 NY0499
 NY0499  NGVD 29 (??/??/92) 1274.671  (m)         4181.98   (f) ADJ UNCH    1 2
 NY0499
 NY0499.Superseded values are not recommended for survey control.
 NY0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0499.See file dsdata.txt to determine how the superseded data were derived.
 NY0499
 NY0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN925138(NAD 83)
 NY0499_MARKER: DB = BENCH MARK DISK
 NY0499_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NY0499_SP_SET: ABUTMENT
 NY0499_STAMPING: ELEV. 4181.376 FT F 5 1919
 NY0499_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NY0499
 NY0499  HISTORY     - Date     Condition        Report By
 NY0499  HISTORY     - 1919     MONUMENTED       CGS
 NY0499  HISTORY     - 1954     GOOD             NGS
 NY0499  HISTORY     - 19880701 MARK NOT FOUND   NGS
 NY0499
 NY0499                          STATION DESCRIPTION
 NY0499
 NY0499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NY0499'0.8 MI SW FROM CHILOQUIN.
 NY0499'0.8 MILE SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 NY0499'THE STATION AT CHILOQUIN, 0.1 MILE SOUTH OF A PRIVATE ROAD CROSSING,
 NY0499'AT MILEPOLE 456, AT BRIDGE OVER THE SPRAGUE RIVER, SET IN THE TOP OF
 NY0499'THE NORTHWEST CORNER OF THE SOUTH CONCRETE ABUTMENT, 9.2 FEET WEST OF
 NY0499'THE WEST RAIL, AND 0.7 FOOT SOUTHEAST OF THE NORTHWEST CORNER OF THE
 NY0499'ABUTMENT.
 NY0499
 NY0499                          STATION RECOVERY (1988)
 NY0499
 NY0499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 NY0499'THERE IS NO LONGER A BRIDGE AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0448 ***********************************************************************
 NZ0448  DESIGNATION -  F 500
 NZ0448  PID         -  NZ0448
 NZ0448  STATE/COUNTY-  OR/DOUGLAS
 NZ0448  USGS QUAD   -  MILO (1986)
 NZ0448
 NZ0448                         *CURRENT SURVEY CONTROL
 NZ0448  ___________________________________________________________________
 NZ0448* NAD 83(1986)-  42 55 48.     (N)    123 03 37.     (W)     SCALED    
 NZ0448* NAVD 88     -       277.467  (meters)     910.32   (feet)  ADJUSTED  
 NZ0448  ___________________________________________________________________
 NZ0448  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 NZ0448  DYNAMIC HT  -         277.382 (meters)     910.04  (feet)  COMP
 NZ0448  MODELED GRAV-     980,305.8   (mgal)                       NAVD 88
 NZ0448
 NZ0448  VERT ORDER  -  SECOND    CLASS 0
 NZ0448
 NZ0448.The horizontal coordinates were scaled from a topographic map and have
 NZ0448.an estimated accuracy of +/- 6 seconds.
 NZ0448
 NZ0448.The orthometric height was determined by differential leveling
 NZ0448.and adjusted in June 1991.
 NZ0448
 NZ0448.The geoid height was determined by GEOID03.
 NZ0448
 NZ0448.The dynamic height is computed by dividing the NAVD 88
 NZ0448.geopotential number by the normal gravity value computed on the
 NZ0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0448.degrees latitude (g = 980.6199 gals.).
 NZ0448
 NZ0448.The modeled gravity was interpolated from observed gravity values.
 NZ0448
 NZ0448;                    North         East    Units  Estimated Accuracy
 NZ0448;SPC OR S     -   143,530.    1,291,050.      MT  (+/- 180 meters Scaled)
 NZ0448
 NZ0448                          SUPERSEDED SURVEY CONTROL
 NZ0448
 NZ0448  NGVD 29 (??/??/92)  276.432  (m)          906.93   (f) ADJ UNCH    2 0
 NZ0448
 NZ0448.Superseded values are not recommended for survey control.
 NZ0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0448.See file dsdata.txt to determine how the superseded data were derived.
 NZ0448
 NZ0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN950530(NAD 83)
 NZ0448_MARKER: DB = BENCH MARK DISK
 NZ0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ0448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NZ0448_STAMPING: F 500 1949
 NZ0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0448+STABILITY: SURFACE MOTION
 NZ0448
 NZ0448  HISTORY     - Date     Condition        Report By
 NZ0448  HISTORY     - 1949     MONUMENTED       CGS
 NZ0448  HISTORY     - 1969     GOOD             NGS
 NZ0448
 NZ0448                          STATION DESCRIPTION
 NZ0448
 NZ0448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 NZ0448'0.5 MI W FROM MILO.
 NZ0448'0.5 MILE WEST ALONG STATE HIGHWAY 227 FROM THE MILO POST OFFICE, AT
 NZ0448'MEYERS TRAILER AND CABIN CAMP, 0.45 MILE EAST OF MILE POST NO. 19, 73
 NZ0448'FEET NORTHEAST OF THE NORTHEAST CORNER OF CABIN NO. 3, 30 FEET SOUTH
 NZ0448'OF THE CENTER LINE OF THE HIGHWAY, 26 FEET NORTH OF THE CENTER OF THE
 NZ0448'DRIVEWAY, 1 FOOT EAST OF A METAL WITNESS POST AND 5 FEET HIGHER THAN
 NZ0448'THE HIGHWAY SET IN A CYLINDRICAL CONCRETE MONUMENT THAT IS 12-INCHES
 NZ0448'IN DIAMETER THAT PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0329 ***********************************************************************
 NZ0329  DESIGNATION -  F 501
 NZ0329  PID         -  NZ0329
 NZ0329  STATE/COUNTY-  OR/DOUGLAS
 NZ0329  USGS QUAD   -  RAGSDALE BUTTE (1989)
 NZ0329
 NZ0329                         *CURRENT SURVEY CONTROL
 NZ0329  ___________________________________________________________________
 NZ0329* NAD 83(1986)-  42 51 16.     (N)    122 46 26.     (W)     SCALED    
 NZ0329* NAVD 88     -      1367.284  (meters)    4485.83   (feet)  ADJUSTED  
 NZ0329  ___________________________________________________________________
 NZ0329  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 NZ0329  DYNAMIC HT  -        1366.790 (meters)    4484.21  (feet)  COMP
 NZ0329  MODELED GRAV-     980,207.8   (mgal)                       NAVD 88
 NZ0329
 NZ0329  VERT ORDER  -  SECOND    CLASS 0
 NZ0329
 NZ0329.The horizontal coordinates were scaled from a topographic map and have
 NZ0329.an estimated accuracy of +/- 6 seconds.
 NZ0329
 NZ0329.The orthometric height was determined by differential leveling
 NZ0329.and adjusted in June 1991.
 NZ0329
 NZ0329.The geoid height was determined by GEOID03.
 NZ0329
 NZ0329.The dynamic height is computed by dividing the NAVD 88
 NZ0329.geopotential number by the normal gravity value computed on the
 NZ0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0329.degrees latitude (g = 980.6199 gals.).
 NZ0329
 NZ0329.The modeled gravity was interpolated from observed gravity values.
 NZ0329
 NZ0329;                    North         East    Units  Estimated Accuracy
 NZ0329;SPC OR S     -   134,460.    1,314,190.      MT  (+/- 180 meters Scaled)
 NZ0329
 NZ0329                          SUPERSEDED SURVEY CONTROL
 NZ0329
 NZ0329  NGVD 29 (??/??/92) 1366.277  (m)         4482.53   (f) ADJ UNCH    2 0
 NZ0329
 NZ0329.Superseded values are not recommended for survey control.
 NZ0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0329.See file dsdata.txt to determine how the superseded data were derived.
 NZ0329
 NZ0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN184446(NAD 83)
 NZ0329_MARKER: DB = BENCH MARK DISK
 NZ0329_SETTING: 80 = SET IN A BOULDER
 NZ0329_SP_SET: BOULDER
 NZ0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0329+STABILITY: SURFACE MOTION
 NZ0329
 NZ0329  HISTORY     - Date     Condition        Report By
 NZ0329  HISTORY     - UNK      MONUMENTED       CGS
 NZ0329  HISTORY     - 1969     MARK NOT FOUND   NGS
 NZ0329  HISTORY     - 19850402 MARK NOT FOUND   USPSQD
 NZ0329
 NZ0329                          STATION DESCRIPTION
 NZ0329
 NZ0329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 NZ0329'3.4 MI SW FROM FAWN CAMP.
 NZ0329'3.4 MILES SOUTHWEST ALONG THE SUMMIT GUARD STATION ROAD FROM FAWN
 NZ0329'CAMP, IN THE TOP OF A LARGE FLAT-TOPPED BOULDER, 50 FEET NORTHEAST OF
 NZ0329'AND ACROSS THE ROAD FROM A 24-INCH FIR TREE SUPPORTING A TELEPHONE
 NZ0329'LINE, 17 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, AND ABOUT
 NZ0329'2 1/2 FEET LOWER THAN THE ROAD.  NOTE-- THE TIMBER HAS BEEN RECENTLY
 NZ0329'HARVESTED, AND THE ROAD HAS BEEN IMPROVED IN THIS AREA.
 NZ0329
 NZ0329                          STATION RECOVERY (1985)
 NZ0329
 NZ0329'RECOVERY NOTE BY US POWER SQUADRON 1985 (ALM)
 NZ0329'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0365 ***********************************************************************
 NZ0365  DESIGNATION -  F 502
 NZ0365  PID         -  NZ0365
 NZ0365  STATE/COUNTY-  OR/JACKSON
 NZ0365  USGS QUAD   -  ABBOTT BUTTE (1989)
 NZ0365
 NZ0365                         *CURRENT SURVEY CONTROL
 NZ0365  ___________________________________________________________________
 NZ0365* NAD 83(1986)-  42 54 18.     (N)    122 33 57.     (W)     SCALED    
 NZ0365* NAVD 88     -      1398.598  (meters)    4588.57   (feet)  ADJUSTED  
 NZ0365  ___________________________________________________________________
 NZ0365  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 NZ0365  DYNAMIC HT  -        1398.015 (meters)    4586.65  (feet)  COMP
 NZ0365  MODELED GRAV-     980,152.3   (mgal)                       NAVD 88
 NZ0365
 NZ0365  VERT ORDER  -  SECOND    CLASS 0
 NZ0365
 NZ0365.The horizontal coordinates were scaled from a topographic map and have
 NZ0365.an estimated accuracy of +/- 6 seconds.
 NZ0365
 NZ0365.The orthometric height was determined by differential leveling
 NZ0365.and adjusted in June 1991.
 NZ0365
 NZ0365.The geoid height was determined by GEOID03.
 NZ0365
 NZ0365.The dynamic height is computed by dividing the NAVD 88
 NZ0365.geopotential number by the normal gravity value computed on the
 NZ0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0365.degrees latitude (g = 980.6199 gals.).
 NZ0365
 NZ0365.The modeled gravity was interpolated from observed gravity values.
 NZ0365
 NZ0365;                    North         East    Units  Estimated Accuracy
 NZ0365;SPC OR S     -   139,640.    1,331,320.      MT  (+/- 180 meters Scaled)
 NZ0365
 NZ0365                          SUPERSEDED SURVEY CONTROL
 NZ0365
 NZ0365  NGVD 29 (??/??/92) 1397.503  (m)         4584.97   (f) ADJ UNCH    2 0
 NZ0365
 NZ0365.Superseded values are not recommended for survey control.
 NZ0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0365.See file dsdata.txt to determine how the superseded data were derived.
 NZ0365
 NZ0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN354503(NAD 83)
 NZ0365_MARKER: DB = BENCH MARK DISK
 NZ0365_SETTING: 80 = SET IN A BOULDER
 NZ0365_SP_SET: BOULDER
 NZ0365_STAMPING: F 502 1949
 NZ0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0365+STABILITY: SURFACE MOTION
 NZ0365
 NZ0365  HISTORY     - Date     Condition        Report By
 NZ0365  HISTORY     - 1949     MONUMENTED       CGS
 NZ0365  HISTORY     - 1967     GOOD             NGS
 NZ0365  HISTORY     - 19840831 GOOD             USPSQD
 NZ0365
 NZ0365                          STATION DESCRIPTION
 NZ0365
 NZ0365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 NZ0365'3 MI SE FROM HUCKLEBERRY GAP.
 NZ0365'FROM HUCKLEBERRY GAP GO SOUTH, SOUTHEAST AND EAST ON FOREST SERVICE
 NZ0365'ROAD 3017 FOR 1.9 MILES TO THE JUNCTION WITH FOREST SERVICE ROAD 3017C
 NZ0365'AT A T INTERSECTION, TURN RIGHT AND GO SOUTHWEST ON 3017C FOR 0.6 MILE
 NZ0365'TO AN ANGLING CROSSROAD, TURN LEFT AND GO SOUTHEAST DOWN THE OLD ROAD
 NZ0365'THAT IS NO LONGER USED FOR 0.55 MILE TO THE BENCH MARK ON THE RIGHT
 NZ0365'CEMENTED IN A DRILL HOLE IN A 3 BY 3 FOOT BOULDER THAT PROJECTS 18
 NZ0365'INCHES, 36 FEET SOUTH OF THE CENTER OF THE ROAD, 3 FEET WEST OF A
 NZ0365'WITNESS POST, 1 FOOT NORTHWEST OF A ROCK CAIRN AND 3 FEET ABOVE THE
 NZ0365'LEVEL OF THE ROAD.
 NZ0365
 NZ0365                          STATION RECOVERY (1984)
 NZ0365
 NZ0365'RECOVERY NOTE BY US POWER SQUADRON 1984 (MHH)
 NZ0365'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0043 ***********************************************************************
 QC0043  DESIGNATION -  F 505
 QC0043  PID         -  QC0043
 QC0043  STATE/COUNTY-  OR/MALHEUR
 QC0043  USGS QUAD   -  CASTLE ROCK (1990)
 QC0043
 QC0043                         *CURRENT SURVEY CONTROL
 QC0043  ___________________________________________________________________
 QC0043* NAD 83(1986)-  44 05 24.     (N)    118 12 20.     (W)     SCALED    
 QC0043* NAVD 88     -      1290.254  (meters)    4233.11   (feet)  ADJUSTED  
 QC0043  ___________________________________________________________________
 QC0043  GEOID HEIGHT-         -17.71  (meters)                     GEOID03
 QC0043  DYNAMIC HT  -        1289.611 (meters)    4231.00  (feet)  COMP
 QC0043  MODELED GRAV-     980,076.6   (mgal)                       NAVD 88
 QC0043
 QC0043  VERT ORDER  -  SECOND    CLASS 0
 QC0043
 QC0043.The horizontal coordinates were scaled from a topographic map and have
 QC0043.an estimated accuracy of +/- 6 seconds.
 QC0043
 QC0043.The orthometric height was determined by differential leveling
 QC0043.and adjusted in June 1991.
 QC0043
 QC0043.The geoid height was determined by GEOID03.
 QC0043
 QC0043.The dynamic height is computed by dividing the NAVD 88
 QC0043.geopotential number by the normal gravity value computed on the
 QC0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0043.degrees latitude (g = 980.6199 gals.).
 QC0043
 QC0043.The modeled gravity was interpolated from observed gravity values.
 QC0043
 QC0043;                    North         East    Units  Estimated Accuracy
 QC0043;SPC OR S     -   271,720.    1,683,730.      MT  (+/- 180 meters Scaled)
 QC0043
 QC0043                          SUPERSEDED SURVEY CONTROL
 QC0043
 QC0043  NGVD 29 (??/??/92) 1289.016  (m)         4229.05   (f) ADJ UNCH    2 0
 QC0043
 QC0043.Superseded values are not recommended for survey control.
 QC0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0043.See file dsdata.txt to determine how the superseded data were derived.
 QC0043
 QC0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ034825(NAD 83)
 QC0043_MARKER: DB = BENCH MARK DISK
 QC0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QC0043_STAMPING: F 505 1951
 QC0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0043+STABILITY: SURFACE MOTION
 QC0043
 QC0043  HISTORY     - Date     Condition        Report By
 QC0043  HISTORY     - 1951     MONUMENTED       CGS
 QC0043
 QC0043                          STATION DESCRIPTION
 QC0043
 QC0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 QC0043'19.6 MI N FROM BEULAH.
 QC0043'19.6 MILES NORTH AND NORTHWEST ALONG A ROAD LEADING TO IRONSIDE FROM
 QC0043'THE SCHOOL HOUSE IN BEULAH, AND AT THE WEST EDGE OF A MEADOW AND NEAR
 QC0043'LARGE ROCK SLIDE IN CORNER OF MEADOW, 25 1/2 FEET EAST OF THE CENTER
 QC0043'LINE OF THE ROAD, 2.2 FEET NORTH OF THE WITNESS POST, AND ABOUT 2 FEET
 QC0043'LOWER THAN THE ROAD, AND SET IN TOP OF A CONCRETE POST PROJECTING 0.5
 QC0043'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0771 ***********************************************************************
 QB0771  DESIGNATION -  F 506
 QB0771  PID         -  QB0771
 QB0771  STATE/COUNTY-  OR/MALHEUR
 QB0771  USGS QUAD   -  IRONSIDE (1990)
 QB0771
 QB0771                         *CURRENT SURVEY CONTROL
 QB0771  ___________________________________________________________________
 QB0771* NAD 83(1986)-  44 18 47.     (N)    117 53 58.     (W)     SCALED    
 QB0771* NAVD 88     -      1162.044  (meters)    3812.47   (feet)  ADJUSTED  
 QB0771  ___________________________________________________________________
 QB0771  GEOID HEIGHT-         -17.59  (meters)                     GEOID03
 QB0771  DYNAMIC HT  -        1161.576 (meters)    3810.94  (feet)  COMP
 QB0771  MODELED GRAV-     980,175.7   (mgal)                       NAVD 88
 QB0771
 QB0771  VERT ORDER  -  FIRST     CLASS II
 QB0771
 QB0771.The horizontal coordinates were scaled from a topographic map and have
 QB0771.an estimated accuracy of +/- 6 seconds.
 QB0771
 QB0771.The orthometric height was determined by differential leveling
 QB0771.and adjusted in June 1991.
 QB0771
 QB0771.The geoid height was determined by GEOID03.
 QB0771
 QB0771.The dynamic height is computed by dividing the NAVD 88
 QB0771.geopotential number by the normal gravity value computed on the
 QB0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0771.degrees latitude (g = 980.6199 gals.).
 QB0771
 QB0771.The modeled gravity was interpolated from observed gravity values.
 QB0771
 QB0771;                    North         East    Units  Estimated Accuracy
 QB0771;SPC OR S     -   297,210.    1,707,470.      MT  (+/- 180 meters Scaled)
 QB0771
 QB0771                          SUPERSEDED SURVEY CONTROL
 QB0771
 QB0771  NGVD 29 (??/??/92) 1160.863  (m)         3808.60   (f) ADJ UNCH    1 2
 QB0771
 QB0771.Superseded values are not recommended for survey control.
 QB0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0771.See file dsdata.txt to determine how the superseded data were derived.
 QB0771
 QB0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK282070(NAD 83)
 QB0771_MARKER: DB = BENCH MARK DISK
 QB0771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0771_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0771_STAMPING: F 506 1951
 QB0771_MARK LOGO: CGS   
 QB0771_PROJECTION: PROJECTING 15 CENTIMETERS
 QB0771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0771+STABILITY: SURFACE MOTION
 QB0771
 QB0771  HISTORY     - Date     Condition        Report By
 QB0771  HISTORY     - 1951     MONUMENTED       CGS
 QB0771  HISTORY     - 1985     GOOD             NGS
 QB0771
 QB0771                          STATION DESCRIPTION
 QB0771
 QB0771'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 QB0771'2.4 MI E FROM IRONSIDE.
 QB0771'2.4 MILES EAST ALONG U. S. HIGHWAY 28 FROM THE POST OFFICE AT
 QB0771'IRONSIDE, AT THE SUMMIT OF A GRADE, 0.1 MILE EAST OF A HIGHWAY
 QB0771'DEPARTMENT GRAVEL STOCK PILE, 46.5 FEET SOUTH OF CENTER LINE OF
 QB0771'HIGHWAY, 3.6 FEET NORTH OF EAST-WEST FENCE LINE, 2.4 FEET EAST OF
 QB0771'WITNESS POST, SET IN TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 QB0771'THE GROUND.
 QB0771
 QB0771                          STATION RECOVERY (1985)
 QB0771
 QB0771'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QB0771'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.7 KM
 QB0771'(2.30 MI) EAST ALONG US HIGHWAY 26 FROM THE POST OFFICE AT IRONSIDE,
 QB0771'AT THE CREST OF A HILL, 0.74 KM (0.46 MI) EAST OF MILEPOST 233,
 QB0771'14.0 METERS (46 FT) SOUTH OF THE HIGHWAY CENTERLINE, 44.5 METERS
 QB0771'(146 FT) SOUTHEAST ACROSS THE HIGHWAY FROM POWER POLE 844 AND 1.1
 QB0771'METERS (3.6 FT) NORTH OF THE RIGHT OF WAY FENCE.
 QB0771'THE MARK IS 0.4 METERS  E FROM  A WITNESS POST
 QB0771'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0122 ***********************************************************************
 NW0122  DESIGNATION -  F 507
 NW0122  PID         -  NW0122
 NW0122  STATE/COUNTY-  OR/MALHEUR
 NW0122  USGS QUAD   -  JORDAN VALLEY (1969)
 NW0122
 NW0122                         *CURRENT SURVEY CONTROL
 NW0122  ___________________________________________________________________
 NW0122* NAD 83(1986)-  42 58 08.     (N)    117 01 59.     (W)     SCALED    
 NW0122* NAVD 88     -      1350.482  (meters)    4430.71   (feet)  ADJUSTED  
 NW0122  ___________________________________________________________________
 NW0122  GEOID HEIGHT-         -16.94  (meters)                     GEOID03
 NW0122  DYNAMIC HT  -        1349.751 (meters)    4428.31  (feet)  COMP
 NW0122  MODELED GRAV-     980,032.0   (mgal)                       NAVD 88
 NW0122
 NW0122  VERT ORDER  -  SECOND    CLASS 0
 NW0122
 NW0122.The horizontal coordinates were scaled from a topographic map and have
 NW0122.an estimated accuracy of +/- 6 seconds.
 NW0122
 NW0122.The orthometric height was determined by differential leveling
 NW0122.and adjusted in June 1991.
 NW0122
 NW0122.The geoid height was determined by GEOID03.
 NW0122
 NW0122.The dynamic height is computed by dividing the NAVD 88
 NW0122.geopotential number by the normal gravity value computed on the
 NW0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0122.degrees latitude (g = 980.6199 gals.).
 NW0122
 NW0122.The modeled gravity was interpolated from observed gravity values.
 NW0122
 NW0122;                    North         East    Units  Estimated Accuracy
 NW0122;SPC OR S     -   150,510.    1,782,730.      MT  (+/- 180 meters Scaled)
 NW0122
 NW0122                          SUPERSEDED SURVEY CONTROL
 NW0122
 NW0122  NGVD 29 (??/??/92) 1349.413  (m)         4427.20   (f) ADJ UNCH    2 0
 NW0122
 NW0122.Superseded values are not recommended for survey control.
 NW0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0122.See file dsdata.txt to determine how the superseded data were derived.
 NW0122
 NW0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH973573(NAD 83)
 NW0122_MARKER: DB = BENCH MARK DISK
 NW0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NW0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NW0122_STAMPING: F 507 1963
 NW0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NW0122+STABILITY: SURFACE MOTION
 NW0122
 NW0122  HISTORY     - Date     Condition        Report By
 NW0122  HISTORY     - 1963     MONUMENTED       CGS
 NW0122
 NW0122                          STATION DESCRIPTION
 NW0122
 NW0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 NW0122'1.1 MI E FROM JORDAN VALLEY.
 NW0122'1.1 MILES EAST ALONG A GRAVELED ROAD FROM THE JORDAN VALLEY HOTEL AT
 NW0122'JORDAN VALLEY, 0.8 MILE WEST OF THE OREGON-IDAHO STATE LINE, 32 FEET
 NW0122'NORTH OF THE CENTER LINE OF THE ROAD, 2.0 FEET SOUTH OF A FENCE, 2.0
 NW0122'FEET NORTH OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND
 NW0122'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 NW0122'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0170 ***********************************************************************
 RB0170  DESIGNATION -  F 508
 RB0170  PID         -  RB0170
 RB0170  STATE/COUNTY-  OR/UNION
 RB0170  USGS QUAD   -  MC INTYRE CREEK (1995)
 RB0170
 RB0170                         *CURRENT SURVEY CONTROL
 RB0170  ___________________________________________________________________
 RB0170* NAD 83(1986)-  45 15 33.     (N)    118 23 27.     (W)     SCALED    
 RB0170* NAVD 88     -      1045.546  (meters)    3430.26   (feet)  ADJUSTED  
 RB0170  ___________________________________________________________________
 RB0170  GEOID HEIGHT-         -17.73  (meters)                     GEOID03
 RB0170  DYNAMIC HT  -        1045.274 (meters)    3429.37  (feet)  COMP
 RB0170  MODELED GRAV-     980,320.3   (mgal)                       NAVD 88
 RB0170
 RB0170  VERT ORDER  -  SECOND    CLASS 0
 RB0170
 RB0170.The horizontal coordinates were scaled from a topographic map and have
 RB0170.an estimated accuracy of +/- 6 seconds.
 RB0170
 RB0170.The orthometric height was determined by differential leveling
 RB0170.and adjusted in June 1991.
 RB0170
 RB0170.The geoid height was determined by GEOID03.
 RB0170
 RB0170.The dynamic height is computed by dividing the NAVD 88
 RB0170.geopotential number by the normal gravity value computed on the
 RB0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0170.degrees latitude (g = 980.6199 gals.).
 RB0170
 RB0170.The modeled gravity was interpolated from observed gravity values.
 RB0170
 RB0170;                    North         East    Units  Estimated Accuracy
 RB0170;SPC OR N     -   179,120.    2,665,510.      MT  (+/- 180 meters Scaled)
 RB0170
 RB0170                          SUPERSEDED SURVEY CONTROL
 RB0170
 RB0170  NGVD 29 (??/??/92) 1044.431  (m)         3426.60   (f) ADJ UNCH    2 0
 RB0170
 RB0170.Superseded values are not recommended for survey control.
 RB0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0170.See file dsdata.txt to determine how the superseded data were derived.
 RB0170
 RB0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL908126(NAD 83)
 RB0170_MARKER: DB = BENCH MARK DISK
 RB0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0170_STAMPING: F 508 1951
 RB0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0170+STABILITY: SURFACE MOTION
 RB0170
 RB0170  HISTORY     - Date     Condition        Report By
 RB0170  HISTORY     - 1951     MONUMENTED       CGS
 RB0170
 RB0170                          STATION DESCRIPTION
 RB0170
 RB0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 RB0170'14.3 MI SW FROM HILGARD.
 RB0170'0.6 MILE EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT HILGARD,
 RB0170'THENCE 0.65 MILE WEST ALONG U. S. HIGHWAY 30, THENCE 13.05 MILES SOUTH
 RB0170'ALONG THE STARKEY SECONDARY STATE HIGHWAY, AT A Y JUNCTION OF A TRACK
 RB0170'ROAD LEADING SOUTH TO MCCOY AND MEADOW CREEKS IN THE V OF THE Y
 RB0170'JUNCTION, 99 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE CENTER OF
 RB0170'THE Y JUNCTION, 78 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 38
 RB0170'FEET WEST OF THE CENTER LINE OF THE TRACK ROAD, 10 FEET WEST OF A 18
 RB0170'INCH PINE TREE WITH A TRIANGLE BLAZE, AND ABOUT 6 1/2 FEET HIGHER THAN
 RB0170'THE HIGHWAY, 2.1 FEET SOUTHEAST OF A WITNESS POST, AND SET IN THE TOP
 RB0170'OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0265 ***********************************************************************
 RB0265  DESIGNATION -  F 509
 RB0265  PID         -  RB0265
 RB0265  STATE/COUNTY-  OR/UMATILLA
 RB0265  USGS QUAD   -  LEHMAN SPRINGS (1995)
 RB0265
 RB0265                         *CURRENT SURVEY CONTROL
 RB0265  ___________________________________________________________________
 RB0265* NAD 83(1986)-  45 09 48.     (N)    118 39 06.     (W)     SCALED    
 RB0265* NAVD 88     -      1270.219  (meters)    4167.38   (feet)  ADJUSTED  
 RB0265  ___________________________________________________________________
 RB0265  GEOID HEIGHT-         -17.77  (meters)                     GEOID03
 RB0265  DYNAMIC HT  -        1269.792 (meters)    4165.98  (feet)  COMP
 RB0265  MODELED GRAV-     980,236.7   (mgal)                       NAVD 88
 RB0265
 RB0265  VERT ORDER  -  SECOND    CLASS 0
 RB0265
 RB0265.The horizontal coordinates were scaled from a topographic map and have
 RB0265.an estimated accuracy of +/- 6 seconds.
 RB0265
 RB0265.The orthometric height was determined by differential leveling
 RB0265.and adjusted in June 1991.
 RB0265
 RB0265.The geoid height was determined by GEOID03.
 RB0265
 RB0265.The dynamic height is computed by dividing the NAVD 88
 RB0265.geopotential number by the normal gravity value computed on the
 RB0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0265.degrees latitude (g = 980.6199 gals.).
 RB0265
 RB0265.The modeled gravity was interpolated from observed gravity values.
 RB0265
 RB0265;                    North         East    Units  Estimated Accuracy
 RB0265;SPC OR N     -   167,970.    2,645,290.      MT  (+/- 180 meters Scaled)
 RB0265
 RB0265                          SUPERSEDED SURVEY CONTROL
 RB0265
 RB0265  NGVD 29 (??/??/92) 1269.012  (m)         4163.42   (f) ADJ UNCH    2 0
 RB0265
 RB0265.Superseded values are not recommended for survey control.
 RB0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0265.See file dsdata.txt to determine how the superseded data were derived.
 RB0265
 RB0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL701024(NAD 83)
 RB0265_MARKER: DB = BENCH MARK DISK
 RB0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0265_STAMPING: F 509 1951
 RB0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0265+STABILITY: SURFACE MOTION
 RB0265
 RB0265  HISTORY     - Date     Condition        Report By
 RB0265  HISTORY     - 1951     MONUMENTED       CGS
 RB0265
 RB0265                          STATION DESCRIPTION
 RB0265
 RB0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 RB0265'17.4 MI E FROM UKIAH.
 RB0265'17.4 MILES EAST ALONG THE HILGARD ROAD FROM THE POST OFFICE AT UKIAH,
 RB0265'AT A STOCK CORRAL AND ABVOUT 150 YARDS NORTH OF A LOG CABINS, 69 FEET
 RB0265'WEST OF A 28 INCH FIR TREE WITH A TRIANGLE BLAZE, 59 FEET SOUTH OF THE
 RB0265'CENTER LINE OF THE ROAD, 15 FEET NORTHWEST OF A 20 INCH PINE TREE WITH
 RB0265'A TRIANGLE BLAZE, 4 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A
 RB0265'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0986 ***********************************************************************
 RD0986  DESIGNATION -  F 51
 RD0986  PID         -  RD0986
 RD0986  STATE/COUNTY-  OR/POLK
 RD0986  USGS QUAD   -  SHERIDAN (1992)
 RD0986
 RD0986                         *CURRENT SURVEY CONTROL
 RD0986  ___________________________________________________________________
 RD0986* NAD 83(1986)-  45 03 09.     (N)    123 29 43.     (W)     SCALED    
 RD0986* NAVD 88     -        73.874  (meters)     242.37   (feet)  ADJUSTED  
 RD0986  ___________________________________________________________________
 RD0986  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 RD0986  DYNAMIC HT  -          73.876 (meters)     242.37  (feet)  COMP
 RD0986  MODELED GRAV-     980,646.3   (mgal)                       NAVD 88
 RD0986
 RD0986  VERT ORDER  -  FIRST     CLASS II
 RD0986
 RD0986.The horizontal coordinates were scaled from a topographic map and have
 RD0986.an estimated accuracy of +/- 6 seconds.
 RD0986
 RD0986.The orthometric height was determined by differential leveling
 RD0986.and adjusted in June 1991.
 RD0986.WARNING-Repeat measurements at this control monument indicate possible
 RD0986.vertical movement.
 RD0986
 RD0986.The geoid height was determined by GEOID03.
 RD0986
 RD0986.The dynamic height is computed by dividing the NAVD 88
 RD0986.geopotential number by the normal gravity value computed on the
 RD0986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0986.degrees latitude (g = 980.6199 gals.).
 RD0986
 RD0986.The modeled gravity was interpolated from observed gravity values.
 RD0986
 RD0986;                    North         East    Units  Estimated Accuracy
 RD0986;SPC OR N     -   158,370.    2,264,130.      MT  (+/- 180 meters Scaled)
 RD0986
 RD0986                          SUPERSEDED SURVEY CONTROL
 RD0986
 RD0986  NGVD 29 (??/??/92)   72.828  (m)          238.94   (f) ADJ UNCH    1 2
 RD0986
 RD0986.Superseded values are not recommended for survey control.
 RD0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0986.See file dsdata.txt to determine how the superseded data were derived.
 RD0986
 RD0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ610889(NAD 83)
 RD0986_MARKER: DD = SURVEY DISK
 RD0986_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD0986_SP_SET: CULVERT
 RD0986_STAMPING: F 51 1930
 RD0986_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0986
 RD0986  HISTORY     - Date     Condition        Report By
 RD0986  HISTORY     - 1930     MONUMENTED       ORDT
 RD0986  HISTORY     - 1949     GOOD             NGS
 RD0986  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RD0986
 RD0986                          STATION DESCRIPTION
 RD0986
 RD0986'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 RD0986'2.1 MI S FROM WILLAMINA.
 RD0986'2.1 MILES SOUTH ALONG STATE HIGHWAY 18 FROM THE POST OFFICE AT
 RD0986'WILLAMINA, 0.2 MILE SOUTHWEST OF THE NEW WALLACE BRIDGE, ABOUT 53
 RD0986'YARDS SOUTHWEST OF THE CENTER LINE OF A DRIVEWAY LEADING NORTHWEST TO
 RD0986'A FARMHOUSE, AT A 5- BY 5-FOOT CONCRETE BOX CULVERT, IN THE TOP OF THE
 RD0986'SOUTHWEST END OF THE NORTHWEST HEAD WALL, AND ABOUT 5 FEET LOWER THAN
 RD0986'THE HIGHWAY.
 RD0986
 RD0986                          STATION RECOVERY (1988)
 RD0986
 RD0986'RECOVERY NOTE BY US POWER SQUADRON 1988 (DMP)
 RD0986'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0922 ***********************************************************************
 RA0922  DESIGNATION -  F 514
 RA0922  PID         -  RA0922
 RA0922  STATE/COUNTY-  OR/UNION
 RA0922  USGS QUAD   -  ELGIN (1995)
 RA0922
 RA0922                         *CURRENT SURVEY CONTROL
 RA0922  ___________________________________________________________________
 RA0922* NAD 83(1986)-  45 33 55.     (N)    117 55 48.     (W)     SCALED    
 RA0922* NAVD 88     -       829.005  (meters)    2719.83   (feet)  ADJUSTED  
 RA0922  ___________________________________________________________________
 RA0922  GEOID HEIGHT-         -18.06  (meters)                     GEOID03
 RA0922  DYNAMIC HT  -         828.838 (meters)    2719.28  (feet)  COMP
 RA0922  MODELED GRAV-     980,386.9   (mgal)                       NAVD 88
 RA0922
 RA0922  VERT ORDER  -  SECOND    CLASS 0
 RA0922
 RA0922.The horizontal coordinates were scaled from a topographic map and have
 RA0922.an estimated accuracy of +/- 6 seconds.
 RA0922
 RA0922.The orthometric height was determined by differential leveling
 RA0922.and adjusted in June 1991.
 RA0922
 RA0922.The geoid height was determined by GEOID03.
 RA0922
 RA0922.The dynamic height is computed by dividing the NAVD 88
 RA0922.geopotential number by the normal gravity value computed on the
 RA0922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0922.degrees latitude (g = 980.6199 gals.).
 RA0922
 RA0922.The modeled gravity was interpolated from observed gravity values.
 RA0922
 RA0922;                    North         East    Units  Estimated Accuracy
 RA0922;SPC OR N     -   214,170.    2,700,580.      MT  (+/- 180 meters Scaled)
 RA0922
 RA0922                          SUPERSEDED SURVEY CONTROL
 RA0922
 RA0922  NGVD 29 (??/??/92)  827.901  (m)         2716.21   (f) ADJ UNCH    2 0
 RA0922
 RA0922.Superseded values are not recommended for survey control.
 RA0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0922.See file dsdata.txt to determine how the superseded data were derived.
 RA0922
 RA0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML274461(NAD 83)
 RA0922_MARKER: DB = BENCH MARK DISK
 RA0922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RA0922_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RA0922_STAMPING: F 514 1952
 RA0922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0922+STABILITY: SURFACE MOTION
 RA0922
 RA0922  HISTORY     - Date     Condition        Report By
 RA0922  HISTORY     - 1952     MONUMENTED       CGS
 RA0922
 RA0922                          STATION DESCRIPTION
 RA0922
 RA0922'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 RA0922'0.7 MI W FROM ELGIN.
 RA0922'0.1 MILE SOUTH ALONG STATE HIGHWAY 82 FROM THE CITY HALL AT ELGIN,
 RA0922'THENCE 0.6 MILE WEST ALONG STATE HIGHWAY 204, AT THE EDGE OF A GROVE
 RA0922'OF PINE TREES, AT THE T JUNCTION OF A PRIVATE DRIVE LEADING NORTH TO A
 RA0922'FARMHOUSE, 38.3 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 15 FEET
 RA0922'EAST OF THE CENTER LINE OF THE DRIVE, 2.0 FEET SOUTH OF A FENCE, 1.7
 RA0922'FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN
 RA0922'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0043 ***********************************************************************
 RB0043  DESIGNATION -  F 515
 RB0043  PID         -  RB0043
 RB0043  STATE/COUNTY-  OR/UMATILLA
 RB0043  USGS QUAD   -  WESTON MOUNTAIN (1974)
 RB0043
 RB0043                         *CURRENT SURVEY CONTROL
 RB0043  ___________________________________________________________________
 RB0043* NAD 83(1986)-  45 47 20.     (N)    118 15 07.     (W)     SCALED    
 RB0043* NAVD 88     -      1128.923  (meters)    3703.81   (feet)  ADJUSTED  
 RB0043  ___________________________________________________________________
 RB0043  GEOID HEIGHT-         -19.38  (meters)                     GEOID03
 RB0043  DYNAMIC HT  -        1128.693 (meters)    3703.05  (feet)  COMP
 RB0043  MODELED GRAV-     980,372.2   (mgal)                       NAVD 88
 RB0043
 RB0043  VERT ORDER  -  SECOND    CLASS 0
 RB0043
 RB0043.The horizontal coordinates were scaled from a topographic map and have
 RB0043.an estimated accuracy of +/- 6 seconds.
 RB0043
 RB0043.The orthometric height was determined by differential leveling
 RB0043.and adjusted in June 1991.
 RB0043
 RB0043.The geoid height was determined by GEOID03.
 RB0043
 RB0043.The dynamic height is computed by dividing the NAVD 88
 RB0043.geopotential number by the normal gravity value computed on the
 RB0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0043.degrees latitude (g = 980.6199 gals.).
 RB0043
 RB0043.The modeled gravity was interpolated from observed gravity values.
 RB0043
 RB0043;                    North         East    Units  Estimated Accuracy
 RB0043;SPC OR N     -   238,260.    2,674,770.      MT  (+/- 180 meters Scaled)
 RB0043
 RB0043                          SUPERSEDED SURVEY CONTROL
 RB0043
 RB0043  NGVD 29 (??/??/92) 1127.776  (m)         3700.05   (f) ADJ UNCH    2 0
 RB0043
 RB0043.Superseded values are not recommended for survey control.
 RB0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0043.See file dsdata.txt to determine how the superseded data were derived.
 RB0043
 RB0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML026713(NAD 83)
 RB0043_MARKER: DB = BENCH MARK DISK
 RB0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0043_STAMPING: F 515 1952
 RB0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0043+STABILITY: SURFACE MOTION
 RB0043
 RB0043  HISTORY     - Date     Condition        Report By
 RB0043  HISTORY     - 1952     MONUMENTED       CGS
 RB0043
 RB0043                          STATION DESCRIPTION
 RB0043
 RB0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 RB0043'9.5 MI W FROM TOLL GATE.
 RB0043'9.5 MILES WEST ALONG STATE HIGHWAY 204 FROM THE POST OFFICE AT TOLL
 RB0043'GATE, ABOUT 72 YARDS NORTH OF THE CENTER OF THE T JUNCTION OF A ROAD
 RB0043'LEADING SOUTHEAST, 30.5 FEET NORTHWEST OF THE CENTER LINE OF THE
 RB0043'HIGHWAY, 4.6 FEET NORTHWEST OF A FENCE, 1.4 FEET EAST OF A WITNESS
 RB0043'POST, ABOUT 3 FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 RB0043'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0050 ***********************************************************************
 RD0050  DESIGNATION -  F 516
 RD0050  PID         -  RD0050
 RD0050  STATE/COUNTY-  OR/MULTNOMAH
 RD0050  USGS QUAD   -  MULTNOMAH FALLS (1994)
 RD0050
 RD0050                         *CURRENT SURVEY CONTROL
 RD0050  ___________________________________________________________________
 RD0050* NAD 83(1986)-  45 34 58.     (N)    122 05 52.     (W)     SCALED    
 RD0050* NAVD 88     -        14.287  (meters)      46.87   (feet)  ADJUSTED  
 RD0050  ___________________________________________________________________
 RD0050  GEOID HEIGHT-         -22.02  (meters)                     GEOID03
 RD0050  DYNAMIC HT  -          14.286 (meters)      46.87  (feet)  COMP
 RD0050  MODELED GRAV-     980,580.3   (mgal)                       NAVD 88
 RD0050
 RD0050  VERT ORDER  -  FIRST     CLASS II
 RD0050
 RD0050.The horizontal coordinates were scaled from a topographic map and have
 RD0050.an estimated accuracy of +/- 6 seconds.
 RD0050
 RD0050.The orthometric height was determined by differential leveling
 RD0050.and adjusted in June 1991.
 RD0050
 RD0050.The geoid height was determined by GEOID03.
 RD0050
 RD0050.The dynamic height is computed by dividing the NAVD 88
 RD0050.geopotential number by the normal gravity value computed on the
 RD0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0050.degrees latitude (g = 980.6199 gals.).
 RD0050
 RD0050.The modeled gravity was interpolated from observed gravity values.
 RD0050
 RD0050;                    North         East    Units  Estimated Accuracy
 RD0050;SPC OR N     -   214,160.    2,375,320.      MT  (+/- 180 meters Scaled)
 RD0050
 RD0050                          SUPERSEDED SURVEY CONTROL
 RD0050
 RD0050  NGVD 29 (??/??/92)   13.270  (m)           43.54   (f) ADJ UNCH    1 2
 RD0050
 RD0050.Superseded values are not recommended for survey control.
 RD0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0050.See file dsdata.txt to determine how the superseded data were derived.
 RD0050
 RD0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER703480(NAD 83)
 RD0050_MARKER: DB = BENCH MARK DISK
 RD0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0050_SP_SET: CONCRETE POST
 RD0050_STAMPING: F 516 1957
 RD0050_MARK LOGO: CGS   
 RD0050_PROJECTION: RECESSED 15 CENTIMETERS
 RD0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0050+STABILITY: SURFACE MOTION
 RD0050
 RD0050  HISTORY     - Date     Condition        Report By
 RD0050  HISTORY     - 1957     MONUMENTED       CGS
 RD0050  HISTORY     - 1987     GOOD             NGS
 RD0050
 RD0050                          STATION DESCRIPTION
 RD0050
 RD0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 RD0050'4.5 MI NE FROM BRIDAL VEIL.
 RD0050'4.5 MILES NORTHEAST ALONG U.S. HIGHWAY 30 FROM THE UNION PACIFIC
 RD0050'RAILROAD FROM THE STATION AT BRIDAL VEIL, IN T 1 N - R 6 E, 1.0 MILE
 RD0050'NORTHEAST OF MULTNOMAH FALLS, 0.8 MILE SOUTHWEST OF THE STATION SIGN
 RD0050'AT ONEONTA, AT THE Y JUNCTION OF A GRAVELED ROAD LEADING SOUTHWEST, 11
 RD0050'1/2 POLES WEST OF RAILROAD BRIDGE 30.35, 60.1 FEET SOUTH OF THE CENTER
 RD0050'LINE OF THE SOUTH LANES OF THE HIGHWAY, 21.5 FEET NORTH OF THE NORTH
 RD0050'RAIL OF THE TRACK, 3.7 FEET WEST OF A TELEGRAPH POLE, 3.6 FEET EAST OF
 RD0050'A WITNESS POST, ABOUT 5 FEET LOWER THAN THE HIGHWAY, AND SET IN THE
 RD0050'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 RD0050
 RD0050                          STATION RECOVERY (1987)
 RD0050
 RD0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD0050'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  6.94 KM
 RD0050'(4.30 MI) EAST ALONG INTERSTATE HIGHWAY 84 FROM THE OVERPASS AT EXIT
 RD0050'28 IN BRIDAL VEIL, AT THE WEST END OF A CURVE, 18.3 M (60.0 FT) SOUTH
 RD0050'OF THE EASTBOUND HIGHWAY CENTERLINE, 6.5 M (21.3 FT) NORTH OF THE
 RD0050'NORTH RAIL OF THE UNION PACIFIC RAILROAD, 4.6 M (15.1 FT) SOUTH OF A
 RD0050'FENCE, 1.2 M (3.9 FT) WEST OF A TELEPHONE POLE.
 RD0050'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 RD0050'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0909 ***********************************************************************
 RB0909  DESIGNATION -  F 517
 RB0909  PID         -  RB0909
 RB0909  STATE/COUNTY-  OR/MORROW
 RB0909  USGS QUAD   -  CLARKE (1993)
 RB0909
 RB0909                         *CURRENT SURVEY CONTROL
 RB0909  ___________________________________________________________________
 RB0909* NAD 83(1986)-  45 48 26.     (N)    119 37 25.     (W)     SCALED    
 RB0909* NAVD 88     -       145.781  (meters)     478.28   (feet)  ADJUSTED  
 RB0909  ___________________________________________________________________
 RB0909  GEOID HEIGHT-         -21.87  (meters)                     GEOID03
 RB0909  DYNAMIC HT  -         145.779 (meters)     478.28  (feet)  COMP
 RB0909  MODELED GRAV-     980,600.1   (mgal)                       NAVD 88
 RB0909
 RB0909  VERT ORDER  -  SECOND    CLASS 0
 RB0909
 RB0909.The horizontal coordinates were scaled from a topographic map and have
 RB0909.an estimated accuracy of +/- 6 seconds.
 RB0909
 RB0909.The orthometric height was determined by differential leveling
 RB0909.and adjusted in June 1991.
 RB0909
 RB0909.The geoid height was determined by GEOID03.
 RB0909
 RB0909.The dynamic height is computed by dividing the NAVD 88
 RB0909.geopotential number by the normal gravity value computed on the
 RB0909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0909.degrees latitude (g = 980.6199 gals.).
 RB0909
 RB0909.The modeled gravity was interpolated from observed gravity values.
 RB0909
 RB0909;                    North         East    Units  Estimated Accuracy
 RB0909;SPC OR N     -   238,240.    2,568,120.      MT  (+/- 180 meters Scaled)
 RB0909
 RB0909                          SUPERSEDED SURVEY CONTROL
 RB0909
 RB0909  NGVD 29 (??/??/92)  144.763  (m)          474.94   (f) ADJ UNCH    2 0
 RB0909
 RB0909.Superseded values are not recommended for survey control.
 RB0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0909.See file dsdata.txt to determine how the superseded data were derived.
 RB0909
 RB0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKL961759(NAD 83)
 RB0909_MARKER: DB = BENCH MARK DISK
 RB0909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0909_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0909_STAMPING: F 517 1959
 RB0909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0909+STABILITY: SURFACE MOTION
 RB0909
 RB0909  HISTORY     - Date     Condition        Report By
 RB0909  HISTORY     - 1959     MONUMENTED       CGS
 RB0909
 RB0909                          STATION DESCRIPTION
 RB0909
 RB0909'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RB0909'5.35 MI SE FROM MESSNER.
 RB0909'0.2 MILE WEST ALONG SAM BOARDMAN AVENUE FROM THE SECTION FOREMANS
 RB0909'HOUSE AT MESSNER, THENCE 0.45 MILE SOUTH ALONG A GRAVEL ROAD, THENCE
 RB0909'2.8 MILES EAST ALONG U.S. HIGHWAY 30, THENCE 1.9 MILES SOUTH ALONG A
 RB0909'GRAVEL ROAD, 0.25 MILE SOUTH OF THE CROSSING OF A TELEPHONE LINE, 60
 RB0909'1/2 FEET WEST OF THE CENTER LINE OF THE ROAD, 119 FEET EAST OF THE
 RB0909'CENTER LINE OF A NORTH-SOUTH TRACK ROAD, 89.2 FEET WEST AND ACROSS THE
 RB0909'GRAVEL ROAD FROM A HEPPNER SOIL CONSERVATION DISTRICT SIGN, 1.4 FEET
 RB0909'WEST OF A WITNESS POST, ABOUT 1 1/2 FEET HIGHER THAN THE ROAD, AND SET
 RB0909'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0966 ***********************************************************************
 RB0966  DESIGNATION -  F 517 X
 RB0966  PID         -  RB0966
 RB0966  STATE/COUNTY-  OR/MORROW
 RB0966  USGS QUAD   -  IONE SOUTH (1968)
 RB0966
 RB0966                         *CURRENT SURVEY CONTROL
 RB0966  ___________________________________________________________________
 RB0966* NAD 83(1986)-  45 29 53.     (N)    119 51 16.     (W)     SCALED    
 RB0966* NAVD 88     -       315.656  (meters)    1035.61   (feet)  ADJUSTED  
 RB0966  ___________________________________________________________________
 RB0966  GEOID HEIGHT-         -21.28  (meters)                     GEOID03
 RB0966  DYNAMIC HT  -         315.630 (meters)    1035.53  (feet)  COMP
 RB0966  MODELED GRAV-     980,526.4   (mgal)                       NAVD 88
 RB0966
 RB0966  VERT ORDER  -  SECOND    CLASS 0
 RB0966
 RB0966.The horizontal coordinates were scaled from a topographic map and have
 RB0966.an estimated accuracy of +/- 6 seconds.
 RB0966
 RB0966.The orthometric height was determined by differential leveling
 RB0966.and adjusted in June 1991.
 RB0966
 RB0966.The geoid height was determined by GEOID03.
 RB0966
 RB0966.The dynamic height is computed by dividing the NAVD 88
 RB0966.geopotential number by the normal gravity value computed on the
 RB0966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0966.degrees latitude (g = 980.6199 gals.).
 RB0966
 RB0966.The modeled gravity was interpolated from observed gravity values.
 RB0966
 RB0966;                    North         East    Units  Estimated Accuracy
 RB0966;SPC OR N     -   203,710.    2,550,450.      MT  (+/- 180 meters Scaled)
 RB0966
 RB0966                          SUPERSEDED SURVEY CONTROL
 RB0966
 RB0966  NGVD 29 (??/??/92)  314.624  (m)         1032.23   (f) ADJ UNCH    2 0
 RB0966
 RB0966.Superseded values are not recommended for survey control.
 RB0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0966.See file dsdata.txt to determine how the superseded data were derived.
 RB0966
 RB0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKL769422(NAD 83)
 RB0966_MARKER: DB = BENCH MARK DISK
 RB0966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0966_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0966_STAMPING: F 517 X 1959
 RB0966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0966+STABILITY: SURFACE MOTION
 RB0966
 RB0966  HISTORY     - Date     Condition        Report By
 RB0966  HISTORY     - 1959     MONUMENTED       CGS
 RB0966  HISTORY     - 1968     MARK NOT FOUND   NGS
 RB0966
 RB0966                          STATION DESCRIPTION
 RB0966
 RB0966'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RB0966'1.35 MI W FROM IONE.
 RB0966'1.35 MILES WEST ALONG STATE HIGHWAY 74 FROM THE UNION PACIFIC RAILROAD
 RB0966'STATION AT IONE, 0.3 MILE WEST OF HIGHWAY MILEPOST 28, 141 FEET
 RB0966'NORTHWEST AND ACROSS THE HIGHWAY AND UNION PACIFIC RAILROAD FROM
 RB0966'RAILROAD MILEPOST 27, 2 TELEPHONE POLES NORTHEAST OF THE SOUTHEAST
 RB0966'CORNER OF A STATE HIGHWAY STOCKPILE, 24 FEET NORTH OF THE CENTER LINE
 RB0966'OF THE HIGHWAY, 96.6 FEET NORTH AND ACROSS THE HIGHWAY FROM THE NORTH
 RB0966'RAIL, 1 1/2 FEET SOUTHWEST OF TELEPHONE POLE 766, 1.0 FOOT NORTHWEST
 RB0966'OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE HIGHWAY, AND SET IN THE
 RB0966'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 RB0966
 RB0966                          STATION RECOVERY (1968)
 RB0966
 RB0966'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 RB0966'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0930 ***********************************************************************
 RB0930  DESIGNATION -  F 518
 RB0930  PID         -  RB0930
 RB0930  STATE/COUNTY-  OR/MORROW
 RB0930  USGS QUAD   -  STRAWBERRY CANYON SE (1968)
 RB0930
 RB0930                         *CURRENT SURVEY CONTROL
 RB0930  ___________________________________________________________________
 RB0930* NAD 83(1986)-  45 34 55.     (N)    119 32 40.     (W)     SCALED    
 RB0930* NAVD 88     -       371.161  (meters)    1217.72   (feet)  ADJUSTED  
 RB0930  ___________________________________________________________________
 RB0930  GEOID HEIGHT-         -21.44  (meters)                     GEOID03
 RB0930  DYNAMIC HT  -         371.129 (meters)    1217.61  (feet)  COMP
 RB0930  MODELED GRAV-     980,518.3   (mgal)                       NAVD 88
 RB0930
 RB0930  VERT ORDER  -  SECOND    CLASS 0
 RB0930
 RB0930.The horizontal coordinates were scaled from a topographic map and have
 RB0930.an estimated accuracy of +/- 6 seconds.
 RB0930
 RB0930.The orthometric height was determined by differential leveling
 RB0930.and adjusted in June 1991.
 RB0930
 RB0930.The geoid height was determined by GEOID03.
 RB0930
 RB0930.The dynamic height is computed by dividing the NAVD 88
 RB0930.geopotential number by the normal gravity value computed on the
 RB0930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0930.degrees latitude (g = 980.6199 gals.).
 RB0930
 RB0930.The modeled gravity was interpolated from observed gravity values.
 RB0930
 RB0930;                    North         East    Units  Estimated Accuracy
 RB0930;SPC OR N     -   213,270.    2,574,570.      MT  (+/- 180 meters Scaled)
 RB0930
 RB0930                          SUPERSEDED SURVEY CONTROL
 RB0930
 RB0930  NGVD 29 (??/??/92)  370.124  (m)         1214.32   (f) ADJ UNCH    2 0
 RB0930
 RB0930.Superseded values are not recommended for survey control.
 RB0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0930.See file dsdata.txt to determine how the superseded data were derived.
 RB0930
 RB0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL015507(NAD 83)
 RB0930_MARKER: DB = BENCH MARK DISK
 RB0930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0930_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0930_STAMPING: F 518 1959
 RB0930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0930+STABILITY: SURFACE MOTION
 RB0930
 RB0930  HISTORY     - Date     Condition        Report By
 RB0930  HISTORY     - 1959     MONUMENTED       CGS
 RB0930
 RB0930                          STATION DESCRIPTION
 RB0930
 RB0930'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RB0930'13.55 MI NE FROM LEXINGTON.
 RB0930'13.55 MILES NORTHEAST ALONG STATE HIGHWAY 207 FROM THE PUBLIC SCHOOL
 RB0930'AT LEXINGTON, 74 FEET NORTH OF THE CENTER OF THE JUNCTION OF SAND
 RB0930'HOLLOW ROAD SOUTH, 35 FEET NORTHWEST OF THE CENTER LINE OF THE
 RB0930'HIGHWAY, IN LINE WITH THE EXTENDED CENTER LINE OF THE ROAD, 19 FEET
 RB0930'SOUTHEAST OF THE CENTER LINE OF A DIRT ROAD, 47 FEET NORTHEAST OF THE
 RB0930'NORTHEAST END OF A GATE, 1 1/2 FEET NORTHEAST OF A POWER POLE WITH A
 RB0930'BRACE POST ACROSS THE HIGHWAY, 2.1 FEET NORTHWEST OF A FENCE, 1.1 FEET
 RB0930'NORTHWEST OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE HIGHWAY, AND
 RB0930'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 RB0930'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0957 ***********************************************************************
 RB0957  DESIGNATION -  F 519
 RB0957  PID         -  RB0957
 RB0957  STATE/COUNTY-  OR/MORROW
 RB0957  USGS QUAD   -  STRAWBERRY CANYON SW (1968)
 RB0957
 RB0957                         *CURRENT SURVEY CONTROL
 RB0957  ___________________________________________________________________
 RB0957* NAD 83(1986)-  45 36 11.     (N)    119 44 56.     (W)     SCALED    
 RB0957* NAVD 88     -       368.769  (meters)    1209.87   (feet)  ADJUSTED  
 RB0957  ___________________________________________________________________
 RB0957  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 RB0957  DYNAMIC HT  -         368.740 (meters)    1209.77  (feet)  COMP
 RB0957  MODELED GRAV-     980,527.0   (mgal)                       NAVD 88
 RB0957
 RB0957  VERT ORDER  -  SECOND    CLASS 0
 RB0957
 RB0957.The horizontal coordinates were scaled from a topographic map and have
 RB0957.an estimated accuracy of +/- 6 seconds.
 RB0957
 RB0957.The orthometric height was determined by differential leveling
 RB0957.and adjusted in June 1991.
 RB0957
 RB0957.The geoid height was determined by GEOID03.
 RB0957
 RB0957.The dynamic height is computed by dividing the NAVD 88
 RB0957.geopotential number by the normal gravity value computed on the
 RB0957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0957.degrees latitude (g = 980.6199 gals.).
 RB0957
 RB0957.The modeled gravity was interpolated from observed gravity values.
 RB0957
 RB0957;                    North         East    Units  Estimated Accuracy
 RB0957;SPC OR N     -   215,450.    2,558,590.      MT  (+/- 180 meters Scaled)
 RB0957
 RB0957                          SUPERSEDED SURVEY CONTROL
 RB0957
 RB0957  NGVD 29 (??/??/92)  367.740  (m)         1206.49   (f) ADJ UNCH    2 0
 RB0957
 RB0957.Superseded values are not recommended for survey control.
 RB0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0957.See file dsdata.txt to determine how the superseded data were derived.
 RB0957
 RB0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKL856536(NAD 83)
 RB0957_MARKER: DB = BENCH MARK DISK
 RB0957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0957_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0957_STAMPING: F 519 1959
 RB0957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0957+STABILITY: SURFACE MOTION
 RB0957
 RB0957  HISTORY     - Date     Condition        Report By
 RB0957  HISTORY     - 1959     MONUMENTED       CGS
 RB0957
 RB0957                          STATION DESCRIPTION
 RB0957
 RB0957'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RB0957'11.1 MI E FROM CECIL.
 RB0957'1.4 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE POST
 RB0957'OFFICE AT CECIL, THENCE 0.2 MILE NORTHEAST ACROSS COUNTRY, THENCE 9.5
 RB0957'MILES EAST ALONG A GRAVEL ROAD, AT THE T JUNCTION OF A NORTH-SOUTH
 RB0957'GRAVEL ROAD, 21 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD,
 RB0957'16 FEET NORTH OF THE EXTENDED CENTER LINE OF THE ROAD EAST, 40 FEET
 RB0957'EAST AND ACROSS THE NORTH-SOUTH ROAD FROM A TELEPHONE POLE, 11 FEET
 RB0957'NORTH OF A 4-BY 4-INCH POST SUPPORTING A MILEAGE SIGN, 1.2 FEET EAST
 RB0957'OF A GUY POLE, 1.7 FEET SOUTH OF A WITNESS POST, ABOUT 3 1/2 FEET
 RB0957'HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RB0957'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0561 ***********************************************************************
 RB0561  DESIGNATION -  F 520
 RB0561  PID         -  RB0561
 RB0561  STATE/COUNTY-  OR/MORROW
 RB0561  USGS QUAD   -  BUTTER CREEK JUNCTION (1968)
 RB0561
 RB0561                         *CURRENT SURVEY CONTROL
 RB0561  ___________________________________________________________________
 RB0561* NAD 83(1986)-  45 32 48.     (N)    119 22 43.     (W)     SCALED    
 RB0561* NAVD 88     -       392.285  (meters)    1287.02   (feet)  ADJUSTED  
 RB0561  ___________________________________________________________________
 RB0561  GEOID HEIGHT-         -21.17  (meters)                     GEOID03
 RB0561  DYNAMIC HT  -         392.236 (meters)    1286.86  (feet)  COMP
 RB0561  MODELED GRAV-     980,479.9   (mgal)                       NAVD 88
 RB0561
 RB0561  VERT ORDER  -  SECOND    CLASS 0
 RB0561
 RB0561.The horizontal coordinates were scaled from a topographic map and have
 RB0561.an estimated accuracy of +/- 6 seconds.
 RB0561
 RB0561.The orthometric height was determined by differential leveling
 RB0561.and adjusted in June 1991.
 RB0561
 RB0561.The geoid height was determined by GEOID03.
 RB0561
 RB0561.The dynamic height is computed by dividing the NAVD 88
 RB0561.geopotential number by the normal gravity value computed on the
 RB0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0561.degrees latitude (g = 980.6199 gals.).
 RB0561
 RB0561.The modeled gravity was interpolated from observed gravity values.
 RB0561
 RB0561;                    North         East    Units  Estimated Accuracy
 RB0561;SPC OR N     -   209,520.    2,587,560.      MT  (+/- 180 meters Scaled)
 RB0561
 RB0561                          SUPERSEDED SURVEY CONTROL
 RB0561
 RB0561  NGVD 29 (??/??/92)  391.234  (m)         1283.57   (f) ADJ UNCH    2 0
 RB0561
 RB0561.Superseded values are not recommended for survey control.
 RB0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0561.See file dsdata.txt to determine how the superseded data were derived.
 RB0561
 RB0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL143464(NAD 83)
 RB0561_MARKER: DB = BENCH MARK DISK
 RB0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0561_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0561_STAMPING: F 520 1959
 RB0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0561+STABILITY: SURFACE MOTION
 RB0561
 RB0561  HISTORY     - Date     Condition        Report By
 RB0561  HISTORY     - 1959     MONUMENTED       CGS
 RB0561
 RB0561                          STATION DESCRIPTION
 RB0561
 RB0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RB0561'16.45 MI NW FROM VINSON.
 RB0561'0.2 MILE NORTHEAST ALONG STATE HIGHWAY 74 FROM THE CONCRETE BRIDGE
 RB0561'OVER THE NORTH FORK OF BUTTER CREEK AT VINSON, THENCE 16.25 MILES
 RB0561'NORTHWEST ALONG A GRAVEL ROAD, 0.2 MILE EAST OF A CATTLEGUARD, AT THE
 RB0561'JUNCTION OF A TRACK ROAD LEADING SOUTH INTO A FIELD, 98 FEET SOUTH OF
 RB0561'THE CENTER LINE OF THE ROAD, 16 FEET EAST OF THE CENTER LINE OF THE
 RB0561'TRACK ROAD, 9 FEET NORTHEAST OF POWER POLE 1485, 10 FEET EAST OF THE
 RB0561'EAST END OF A GATE, 1.0 FOOT NORTH OF A FENCE, 1.3 FEET SOUTH OF A
 RB0561'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 RB0561'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0647 ***********************************************************************
 RB0647  DESIGNATION -  F 525
 RB0647  PID         -  RB0647
 RB0647  STATE/COUNTY-  OR/UMATILLA
 RB0647  USGS QUAD   -  HAT ROCK (1993)
 RB0647
 RB0647                         *CURRENT SURVEY CONTROL
 RB0647  ___________________________________________________________________
 RB0647* NAD 83(1986)-  45 54 03.     (N)    119 11 03.     (W)     SCALED    
 RB0647* NAVD 88     -       142.899  (meters)     468.83   (feet)  ADJUSTED  
 RB0647  ___________________________________________________________________
 RB0647  GEOID HEIGHT-         -21.69  (meters)                     GEOID03
 RB0647  DYNAMIC HT  -         142.898 (meters)     468.82  (feet)  COMP
 RB0647  MODELED GRAV-     980,605.9   (mgal)                       NAVD 88
 RB0647
 RB0647  VERT ORDER  -  FIRST     CLASS I
 RB0647
 RB0647.The horizontal coordinates were scaled from a topographic map and have
 RB0647.an estimated accuracy of +/- 6 seconds.
 RB0647
 RB0647.The orthometric height was determined by differential leveling
 RB0647.and adjusted in June 1991.
 RB0647.WARNING-Repeat measurements at this control monument indicate possible
 RB0647.vertical movement.
 RB0647
 RB0647.The geoid height was determined by GEOID03.
 RB0647
 RB0647.The dynamic height is computed by dividing the NAVD 88
 RB0647.geopotential number by the normal gravity value computed on the
 RB0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0647.degrees latitude (g = 980.6199 gals.).
 RB0647
 RB0647.The modeled gravity was interpolated from observed gravity values.
 RB0647
 RB0647;                    North         East    Units  Estimated Accuracy
 RB0647;SPC OR N     -   249,100.    2,602,100.      MT  (+/- 180 meters Scaled)
 RB0647
 RB0647                          SUPERSEDED SURVEY CONTROL
 RB0647
 RB0647  NGVD 29 (??/??/92)  141.895  (m)          465.53   (f) ADJ UNCH    1 1
 RB0647
 RB0647.Superseded values are not recommended for survey control.
 RB0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0647.See file dsdata.txt to determine how the superseded data were derived.
 RB0647
 RB0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL305853(NAD 83)
 RB0647_MARKER: DB = BENCH MARK DISK
 RB0647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0647_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0647_STAMPING: F 525 1951
 RB0647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0647+STABILITY: SURFACE MOTION
 RB0647
 RB0647  HISTORY     - Date     Condition        Report By
 RB0647  HISTORY     - 1951     MONUMENTED       CGS
 RB0647  HISTORY     - 1968     GOOD             NGS
 RB0647
 RB0647                          STATION DESCRIPTION
 RB0647
 RB0647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RB0647'7.85 MI E FROM UMATILLA.
 RB0647'7.85 MILES EAST ALONG U. S. HIGHWAY 730 FROM THE POST OFFICE AT
 RB0647'UMATILLA, IN R29E T5N, SECTION 21, 0.5 MILE WEST OF THE JUNCTION OF
 RB0647'STATE HIGHWAY 207, 0.1 MILE WEST OF THE CROSSING OF A POWER LINE AND
 RB0647'THE JUNCTION OF A ROAD SOUTH, 45 FEET SOUTH OF THE CENTER LINE OF THE
 RB0647'HIGHWAY, 1.0 FOOT WEST OF A WITNESS POST, ABOUT LEVEL WITH THE
 RB0647'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT
 RB0647'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1033 ***********************************************************************
 QE1033  DESIGNATION -  F 53
 QE1033  PID         -  QE1033
 QE1033  STATE/COUNTY-  OR/LINCOLN
 QE1033  USGS QUAD   -  EDDYVILLE (1984)
 QE1033
 QE1033                         *CURRENT SURVEY CONTROL
 QE1033  ___________________________________________________________________
 QE1033* NAD 83(1986)-  44 39 15.     (N)    123 48 59.     (W)     SCALED    
 QE1033* NAVD 88     -        19.797  (meters)      64.95   (feet)  ADJUSTED  
 QE1033  ___________________________________________________________________
 QE1033  GEOID HEIGHT-         -22.51  (meters)                     GEOID03
 QE1033  DYNAMIC HT  -          19.797 (meters)      64.95  (feet)  COMP
 QE1033  MODELED GRAV-     980,612.9   (mgal)                       NAVD 88
 QE1033
 QE1033  VERT ORDER  -  FIRST     CLASS II
 QE1033
 QE1033.The horizontal coordinates were scaled from a topographic map and have
 QE1033.an estimated accuracy of +/- 6 seconds.
 QE1033
 QE1033.The orthometric height was determined by differential leveling
 QE1033.and adjusted in June 1991.
 QE1033
 QE1033.The geoid height was determined by GEOID03.
 QE1033
 QE1033.The dynamic height is computed by dividing the NAVD 88
 QE1033.geopotential number by the normal gravity value computed on the
 QE1033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1033.degrees latitude (g = 980.6199 gals.).
 QE1033
 QE1033.The modeled gravity was interpolated from observed gravity values.
 QE1033
 QE1033;                    North         East    Units  Estimated Accuracy
 QE1033;SPC OR N     -   115,130.    2,237,040.      MT  (+/- 180 meters Scaled)
 QE1033
 QE1033                          SUPERSEDED SURVEY CONTROL
 QE1033
 QE1033  NGVD 29 (??/??/92)   18.792  (m)           61.65   (f) ADJ UNCH    1 2
 QE1033
 QE1033.Superseded values are not recommended for survey control.
 QE1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1033.See file dsdata.txt to determine how the superseded data were derived.
 QE1033
 QE1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ352448(NAD 83)
 QE1033_MARKER: DD = SURVEY DISK
 QE1033_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QE1033_SP_SET: HEADWALL
 QE1033_STAMPING: F 53 1930
 QE1033_MARK LOGO: ORHD  
 QE1033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE1033+STABILITY: SURFACE MOTION
 QE1033
 QE1033  HISTORY     - Date     Condition        Report By
 QE1033  HISTORY     - 1930     MONUMENTED       ORHD
 QE1033  HISTORY     - 1961     GOOD             NGS
 QE1033  HISTORY     - 19860427 GOOD             USPSQD
 QE1033  HISTORY     - 1987     GOOD             NGS
 QE1033  HISTORY     - 1990     GOOD             USPSQD
 QE1033
 QE1033                          STATION DESCRIPTION
 QE1033
 QE1033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 QE1033'5.4 MI W FROM EDDYVILLE.
 QE1033'FROM EDDYVILLE GO WEST ON U.S. HIGHWAY 20 FOR 5.4 MILE TO THE VILLAGE
 QE1033'OF CHITWOOD.  THE BENCH MARK IS ON THE NORTH SIDE OF THE HIGHWAY, 18
 QE1033'FEET WEST OF THE CENTER LINE OF THE COVERED BRIDGE ON THE ROAD GOING
 QE1033'TO THE SOUTH, AND SET IN THE NORTHWEST CORNER OF THE CONCRETE HEAD
 QE1033'WALL OF THE CULVERT UNDER U.S. HIGHWAY 20.
 QE1033
 QE1033                          STATION RECOVERY (1986)
 QE1033
 QE1033'RECOVERY NOTE BY US POWER SQUADRON 1986 (RCC)
 QE1033'RECOVERED IN GOOD CONDITION.
 QE1033
 QE1033                          STATION RECOVERY (1987)
 QE1033
 QE1033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE1033'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  25.2 KM
 QE1033'(15.65 MI) EASTERLY ALONG U.S. HIGHWAY 20 FROM ITS JUNCTION WITH U.S.
 QE1033'HIGHWAY 101 IN NEWPORT, IN THE SOUTHEAST END OF THE NORTHEAST
 QE1033'HEADWALL OF A 4 BY 4 FOOT BOX CULVERT, 5.5 M (18.0 FT) NORTHWEST OF
 QE1033'THE EXTENDED CENTER OF A CHITWOOD ROAD LEADING SOUTH THROUGH THE
 QE1033'CHITWOOD COVERED BRIDGE, 4.9 M (16.1 FT) NORTHEAST OF THE CENTERLINE
 QE1033'OF THE HIGHWAY, AND 0.2 M (0.7 FT) NORTHWEST OF THE SOUTHEAST END OF
 QE1033'THE HEADWALL.
 QE1033'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 QE1033
 QE1033                          STATION RECOVERY (1990)
 QE1033
 QE1033'RECOVERY NOTE BY US POWER SQUADRON 1990 (KRN)
 QE1033'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0671 ***********************************************************************
 PB0671  DESIGNATION -  F 532
 PB0671  PID         -  PB0671
 PB0671  STATE/COUNTY-  OR/DESCHUTES
 PB0671  USGS QUAD   -  ANNS BUTTE (1981)
 PB0671
 PB0671                         *CURRENT SURVEY CONTROL
 PB0671  ___________________________________________________________________
 PB0671* NAD 83(1986)-  43 45 35.     (N)    121 27 21.     (W)     SCALED    
 PB0671* NAVD 88     -      1285.555  (meters)    4217.69   (feet)  ADJUSTED  
 PB0671  ___________________________________________________________________
 PB0671  GEOID HEIGHT-         -20.79  (meters)                     GEOID03
 PB0671  DYNAMIC HT  -        1284.963 (meters)    4215.75  (feet)  COMP
 PB0671  MODELED GRAV-     980,114.3   (mgal)                       NAVD 88
 PB0671
 PB0671  VERT ORDER  -  FIRST     CLASS II
 PB0671
 PB0671.The horizontal coordinates were scaled from a topographic map and have
 PB0671.an estimated accuracy of +/- 6 seconds.
 PB0671
 PB0671.The orthometric height was determined by differential leveling
 PB0671.and adjusted in June 1991.
 PB0671
 PB0671.The geoid height was determined by GEOID03.
 PB0671
 PB0671.The dynamic height is computed by dividing the NAVD 88
 PB0671.geopotential number by the normal gravity value computed on the
 PB0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0671.degrees latitude (g = 980.6199 gals.).
 PB0671
 PB0671.The modeled gravity was interpolated from observed gravity values.
 PB0671
 PB0671;                    North         East    Units  Estimated Accuracy
 PB0671;SPC OR S     -   232,950.    1,423,030.      MT  (+/- 180 meters Scaled)
 PB0671
 PB0671                          SUPERSEDED SURVEY CONTROL
 PB0671
 PB0671.No superseded survey control is available for this station.
 PB0671
 PB0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP243463(NAD 83)
 PB0671_MARKER: DB = BENCH MARK DISK
 PB0671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0671_SP_SET: CONCRETE POST
 PB0671_STAMPING: F 532 1954
 PB0671_MARK LOGO: ORHD  
 PB0671_MAGNETIC: N = NO MAGNETIC MATERIAL
 PB0671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0671+STABILITY: SURFACE MOTION
 PB0671_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PB0671+SATELLITE: SATELLITE OBSERVATIONS - July 20, 1988
 PB0671
 PB0671  HISTORY     - Date     Condition        Report By
 PB0671  HISTORY     - 1954     MONUMENTED       ORHD
 PB0671  HISTORY     - 19880720 GOOD             NGS
 PB0671  HISTORY     - 20070801 GOOD             GEOCAC
 PB0671
 PB0671                          STATION DESCRIPTION
 PB0671
 PB0671'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 PB0671'10.9 KM (6.75 MI) NORTHERLY ALONG U.S. HIGHWAY 97 FROM THE POST OFFICE
 PB0671'IN LAPINE, 12.0 M (39.4 FT) SOUTHWEST OF THE CENTERLINE OF THE
 PB0671'HIGHWAY, 0.5 M (1.6 FT) SOUTH OF A STATE WITNESS POST, 0.3 M (1.0 FT)
 PB0671'NORTH OF A WITNESS POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 PB0671'HIGHWAY, AND IN TOP OF A CONCRETE POST THAT PROJECTS 0.19 M (0.6 FT)
 PB0671'ABOVE THE GROUND SURFACE.
 PB0671
 PB0671                          STATION RECOVERY (2007)
 PB0671
 PB0671'RECOVERY NOTE BY GEOCACHING 2007 (MMH)
 PB0671'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1668 ***********************************************************************
 RC1668  DESIGNATION -  F 533
 RC1668  PID         -  RC1668
 RC1668  STATE/COUNTY-  OR/HOOD RIVER
 RC1668  USGS QUAD   -  HOOD RIVER (1994)
 RC1668
 RC1668                         *CURRENT SURVEY CONTROL
 RC1668  ___________________________________________________________________
 RC1668* NAD 83(1991)-  45 42 45.46062(N)    121 32 42.72751(W)     ADJUSTED  
 RC1668* NAVD 88     -        90.581  (meters)     297.18   (feet)  ADJUSTED  
 RC1668  ___________________________________________________________________
 RC1668  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 RC1668  GEOID HEIGHT-         -21.52  (meters)                     GEOID03
 RC1668  DYNAMIC HT  -          90.579 (meters)     297.17  (feet)  COMP
 RC1668  MODELED GRAV-     980,599.2   (mgal)                       NAVD 88
 RC1668
 RC1668  HORZ ORDER  -  THIRD
 RC1668  VERT ORDER  -  FIRST     CLASS II
 RC1668
 RC1668.The horizontal coordinates were established by classical geodetic methods
 RC1668.and adjusted by the National Geodetic Survey in October 1991.
 RC1668
 RC1668.The orthometric height was determined by differential leveling
 RC1668.and adjusted in June 1991.
 RC1668
 RC1668.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC1668
 RC1668.The geoid height was determined by GEOID03.
 RC1668
 RC1668.The dynamic height is computed by dividing the NAVD 88
 RC1668.geopotential number by the normal gravity value computed on the
 RC1668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1668.degrees latitude (g = 980.6199 gals.).
 RC1668
 RC1668.The modeled gravity was interpolated from observed gravity values.
 RC1668
 RC1668;                    North         East     Units Scale Factor Converg.
 RC1668;SPC OR N     -   227,881.171 2,418,624.257   MT  0.99993963   -0 44 28.5
 RC1668;SPC OR N     -   747,641.64  7,935,118.95   iFT  0.99993963   -0 44 28.5
 RC1668;SPC WA S     -    42,698.423   418,617.051   MT  1.00002955   -0 45 33.2
 RC1668;SPC WA S     -   140,086.41  1,373,412.77   sFT  1.00002955   -0 45 33.2
 RC1668;UTM  10      - 5,063,148.439   613,229.831   MT  0.99975762   +1 02 29.5
 RC1668
 RC1668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC1668!SPC OR N     -   0.99998917  x   0.99993963  =   0.99992880
 RC1668!SPC WA S     -   0.99998917  x   1.00002955  =   1.00001872
 RC1668!UTM  10      -   0.99998917  x   0.99975762  =   0.99974680
 RC1668
 RC1668|---------------------------------------------------------------------|
 RC1668| PID    Reference Object                     Distance      Geod. Az  |
 RC1668|                                                           dddmmss.s |
 RC1668| RC1672 PONDER RESET                        103.819 METERS 08406     |
 RC1668| RC1674 PONDER 2                            413.642 METERS 2425733.7 |
 RC1668|---------------------------------------------------------------------|
 RC1668
 RC1668                          SUPERSEDED SURVEY CONTROL
 RC1668
 RC1668  NAD 83(1986)-  45 42 45.47415(N)    121 32 42.73117(W) AD(       ) 3
 RC1668  NAD 27      -  45 42 46.04471(N)    121 32 38.47360(W) AD(       ) 3
 RC1668  NGVD 29 (??/??/92)   89.557  (m)          293.82   (f) ADJ UNCH    1 2
 RC1668
 RC1668.Superseded values are not recommended for survey control.
 RC1668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1668.See file dsdata.txt to determine how the superseded data were derived.
 RC1668
 RC1668_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR1323063148(NAD 83)
 RC1668_MARKER: DB = BENCH MARK DISK
 RC1668_SETTING: 80 = SET IN A BOULDER
 RC1668_SP_SET: IN DRILL HOLE IN A BOULDER
 RC1668_STAMPING: F 533 1954
 RC1668_MARK LOGO: ORHD  
 RC1668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1668+STABILITY: SURFACE MOTION
 RC1668_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RC1668+SATELLITE: SATELLITE OBSERVATIONS - May 18, 1990
 RC1668
 RC1668  HISTORY     - Date     Condition        Report By
 RC1668  HISTORY     - 1954     MONUMENTED       ORDT
 RC1668  HISTORY     - 1975     GOOD             NGS
 RC1668  HISTORY     - 1987     GOOD             NGS
 RC1668  HISTORY     - 1989     GOOD             USPSQD
 RC1668  HISTORY     - 19900518 GOOD             NGS
 RC1668
 RC1668                          STATION DESCRIPTION
 RC1668
 RC1668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 RC1668'1.5 MI NW FROM HOOD RIVER.
 RC1668'REACHED FROM THE HOOD RIVER POST OFFICE BY GOING WEST ON CASCADE
 RC1668'STREET FOR 0.7 MILE TO U.S. HIGHWAY 30, GO NORTHWEST ON U.S. HIGHWAY
 RC1668'30 FOR 1.0 MILE TO TRIANGULATION STATION PONDER 2 ON THE LEFT.  GO
 RC1668'NORTH OVER THE FREEWAY FOR 0.05 MILE TO WESTCLIFF DRIVE, AT A T
 RC1668'INTERSECTION, TURN RIGHT, AND GO EAST ON WESTCLIFF DRIVE, FOR 0.3 MILE
 RC1668'TO THE MARK ON THE LEFT, 27 FEET NORTH OF THE CENTER OF WESTCLIFF
 RC1668'DRIVE, 2 FEET NORTHEAST OF A WITNESS POST, AND 2 FEET HIGHER THAN
 RC1668'WESTCLIFF DRIVE CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS
 RC1668'2-FEET.
 RC1668
 RC1668                          STATION RECOVERY (1987)
 RC1668
 RC1668'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RC1668'THE MARK IS 0.45 M ABOVE WESTCLIFF DRIVE.
 RC1668'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.  2.6 KM
 RC1668'(1.60 MI) WEST ALONG INTERSTATE HIGHWAY 84 FROM THE SECOND STREET
 RC1668'OVERPASS IN HOOD RIVER TO THE MARK ON THE NORTH (RIGHT) SIDE OF THE
 RC1668'HIGHWAY, 7.46 M (24.5 FT) NORTH OF THE CENTER OF WESTCLIFF DRIVE,
 RC1668'32.3 M (106.0 FT) NORTHWEST OF THE CENTER OF A GRAVEL ROAD, 29.0 M
 RC1668'(95.1 FT) EAST OF THE CENTER OF A PAVED ROAD.
 RC1668'THE MARK IS 0.60 METERS  W FROM  A WITNESS POST
 RC1668
 RC1668                          STATION RECOVERY (1989)
 RC1668
 RC1668'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RC1668'RECOVERED IN GOOD CONDITION.
 RC1668
 RC1668                          STATION RECOVERY (1990)
 RC1668
 RC1668'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 RC1668'THIS MARK IS THE AZIMUTH MARK FOR PONDER 2 1975.  MARK IS LOCATED
 RC1668'ABOUT 1.5 KM (0.9 MI) WEST OF HOOD RIVER, 0.5 KM (0.3 MI) EAST OF THE
 RC1668'EXIT 62 OVERPASSS ON INTERSTATE HIGHWAY 84, ALONG A PAVED ROAD
 RC1668'(WESTCLIFF DRIVE) PARALLELING THE INTERSTATE HIGHWAY, IN A FLAT
 RC1668'BOULDER PROJECTING 0.5 M (1.6 FT) ON SIDE FACING THE ROAD, IN A SMALL
 RC1668'SEMI-CLEARING.
 RC1668'TO REACH FROM THE OVERPASS AT EXIT 62 (WEST HOOD RIVER, WESTCLIFF
 RC1668'DRIVE), GO NORTHWEST ON PAVED ROAD FOR 0.1 KM (0.1 MI) TO A T-ROAD.
 RC1668'TURN RIGHT, SOUTHEAST, ON WESTCLIFF DRIVE FOR 0.46 KM (0.29 MI) TO
 RC1668'THE MARK ON THE LEFT JUST BEFORE REACHING A ROCK CUT ON THE LEFT.
 RC1668'MARK IS A STATE HIGHWAY DISK SET IN A BOULDER, 7.9 M (25.9 FT)
 RC1668'NORTHWEST OF, AND 0.5 M (1.6 FT) ABOVE THE ROAD CENTER, 0.8 M
 RC1668'(2.6 FT) WEST OF A FIBERGLASS WITNESS POST WEDGED IN A CRACK IN THE
 RC1668'BOULDER, AND 18.5 M (60.7 FT) SOUTHWEST OF THE ROCK CUT.
 RC1668'DESCRIBER BY G.R.HEID.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0608 ***********************************************************************
 QE0608  DESIGNATION -  F 54
 QE0608  PID         -  QE0608
 QE0608  STATE/COUNTY-  OR/BENTON
 QE0608  USGS QUAD   -  WREN (1984)
 QE0608
 QE0608                         *CURRENT SURVEY CONTROL
 QE0608  ___________________________________________________________________
 QE0608* NAD 83(1986)-  44 35 06.     (N)    123 25 38.     (W)     SCALED    
 QE0608* NAVD 88     -       157.312  (meters)     516.11   (feet)  ADJUSTED  
 QE0608  ___________________________________________________________________
 QE0608  GEOID HEIGHT-         -22.19  (meters)                     GEOID03
 QE0608  DYNAMIC HT  -         157.304 (meters)     516.09  (feet)  COMP
 QE0608  MODELED GRAV-     980,560.9   (mgal)                       NAVD 88
 QE0608
 QE0608  VERT ORDER  -  FIRST     CLASS II
 QE0608
 QE0608.The horizontal coordinates were scaled from a topographic map and have
 QE0608.an estimated accuracy of +/- 6 seconds.
 QE0608
 QE0608.The orthometric height was determined by differential leveling
 QE0608.and adjusted in June 1991.
 QE0608
 QE0608.The geoid height was determined by GEOID03.
 QE0608
 QE0608.The dynamic height is computed by dividing the NAVD 88
 QE0608.geopotential number by the normal gravity value computed on the
 QE0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0608.degrees latitude (g = 980.6199 gals.).
 QE0608
 QE0608.The modeled gravity was interpolated from observed gravity values.
 QE0608
 QE0608;                    North         East    Units  Estimated Accuracy
 QE0608;SPC OR N     -   106,260.    2,267,600.      MT  (+/- 180 meters Scaled)
 QE0608
 QE0608                          SUPERSEDED SURVEY CONTROL
 QE0608
 QE0608  NGVD 29 (??/??/92)  156.303  (m)          512.80   (f) ADJ UNCH    1 2
 QE0608
 QE0608.Superseded values are not recommended for survey control.
 QE0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0608.See file dsdata.txt to determine how the superseded data were derived.
 QE0608
 QE0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ660369(NAD 83)
 QE0608_MARKER: DD = SURVEY DISK
 QE0608_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QE0608_SP_SET: BRIDGE
 QE0608_STAMPING: F 54 1930
 QE0608_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE0608
 QE0608  HISTORY     - Date     Condition        Report By
 QE0608  HISTORY     - 1930     MONUMENTED       ORHD
 QE0608  HISTORY     - 1961     GOOD             NGS
 QE0608  HISTORY     - 1987     MARK NOT FOUND   NGS
 QE0608
 QE0608                          STATION DESCRIPTION
 QE0608
 QE0608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 QE0608'0.2 MI W FROM WREN.
 QE0608'0.2 MILE WEST OF THE POST OFFICE AT WREN, AT THE SOUTHEAST CORNER OF A
 QE0608'CONCRETE OVERPASS BRIDGE ON U.S. HIGHWAY 20.
 QE0608
 QE0608                          STATION RECOVERY (1987)
 QE0608
 QE0608'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE0608'THERE IS A NEW BRIDGE AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0672 ***********************************************************************
 RC0672  DESIGNATION -  F 543
 RC0672  PID         -  RC0672
 RC0672  STATE/COUNTY-  OR/SHERMAN
 RC0672  USGS QUAD   -  WISHRAM (1994)
 RC0672
 RC0672                         *CURRENT SURVEY CONTROL
 RC0672  ___________________________________________________________________
 RC0672* NAD 83(1986)-  45 38 47.     (N)    120 52 53.     (W)     SCALED    
 RC0672* NAVD 88     -        58.545  (meters)     192.08   (feet)  ADJUSTED  
 RC0672  ___________________________________________________________________
 RC0672  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 RC0672  DYNAMIC HT  -          58.544 (meters)     192.07  (feet)  COMP
 RC0672  MODELED GRAV-     980,601.1   (mgal)                       NAVD 88
 RC0672
 RC0672  VERT ORDER  -  FIRST     CLASS I
 RC0672
 RC0672.The horizontal coordinates were scaled from a topographic map and have
 RC0672.an estimated accuracy of +/- 6 seconds.
 RC0672
 RC0672.The orthometric height was determined by differential leveling
 RC0672.and adjusted in June 1991.
 RC0672
 RC0672.The geoid height was determined by GEOID03.
 RC0672
 RC0672.The dynamic height is computed by dividing the NAVD 88
 RC0672.geopotential number by the normal gravity value computed on the
 RC0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0672.degrees latitude (g = 980.6199 gals.).
 RC0672
 RC0672.The modeled gravity was interpolated from observed gravity values.
 RC0672
 RC0672;                    North         East    Units  Estimated Accuracy
 RC0672;SPC OR N     -   220,060.    2,470,270.      MT  (+/- 180 meters Scaled)
 RC0672
 RC0672                          SUPERSEDED SURVEY CONTROL
 RC0672
 RC0672  NGVD 29 (??/??/92)   57.553  (m)          188.82   (f) ADJ UNCH    1 1
 RC0672
 RC0672.Superseded values are not recommended for survey control.
 RC0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0672.See file dsdata.txt to determine how the superseded data were derived.
 RC0672
 RC0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR650569(NAD 83)
 RC0672_MARKER: DD = SURVEY DISK
 RC0672_SETTING: 0 = UNSPECIFIED SETTING
 RC0672_STAMPING: F 543 1956
 RC0672_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC0672
 RC0672  HISTORY     - Date     Condition        Report By
 RC0672  HISTORY     - 1956     MONUMENTED       ORDT
 RC0672  HISTORY     - 1968     GOOD             NGS
 RC0672  HISTORY     - 1989     GOOD             USPSQD
 RC0672
 RC0672                          STATION DESCRIPTION
 RC0672
 RC0672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RC0672'7.8 MI SW FROM RUFUS.
 RC0672'7.75 MILES SOUTHWEST ALONG FORMER U.S. HIGHWAY 30 FROM THE POST OFFICE
 RC0672'AT RUFUS, THENCE 0.05 MILE SOUTHWEST ALONG STATE HIGHWAY 206, IN R15E
 RC0672'T2N, SECTION 24, 0.05 MILE SOUTHWEST OF A POINT WHERE STATE HIGHWAY
 RC0672'206 TURNS SOUTHEAST TO WASCO, IN THE TOP AND 3.4 FEET NORTHEAST OF THE
 RC0672'SOUTHWEST END OF THE NORTHWEST CONCRETE CURB OF A CONCRETE BRIDGE OVER
 RC0672'FULTON CANYON, 17 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 RC0672'AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 RC0672
 RC0672                          STATION RECOVERY (1989)
 RC0672
 RC0672'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RC0672'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0478 ***********************************************************************
 NY0478  DESIGNATION -  F 546
 NY0478  PID         -  NY0478
 NY0478  STATE/COUNTY-  OR/KLAMATH
 NY0478  USGS QUAD   -  MODOC POINT (1985)
 NY0478
 NY0478                         *CURRENT SURVEY CONTROL
 NY0478  ___________________________________________________________________
 NY0478* NAD 83(1986)-  42 25 16.     (N)    121 50 50.     (W)     SCALED    
 NY0478* NAVD 88     -      1264.136  (meters)    4147.42   (feet)  ADJUSTED  
 NY0478  ___________________________________________________________________
 NY0478  GEOID HEIGHT-         -22.49  (meters)                     GEOID03
 NY0478  DYNAMIC HT  -        1263.379 (meters)    4144.94  (feet)  COMP
 NY0478  MODELED GRAV-     979,979.1   (mgal)                       NAVD 88
 NY0478
 NY0478  VERT ORDER  -  FIRST     CLASS II
 NY0478
 NY0478.The horizontal coordinates were scaled from a topographic map and have
 NY0478.an estimated accuracy of +/- 6 seconds.
 NY0478
 NY0478.The orthometric height was determined by differential leveling
 NY0478.and adjusted in June 1991.
 NY0478
 NY0478.The geoid height was determined by GEOID03.
 NY0478
 NY0478.The dynamic height is computed by dividing the NAVD 88
 NY0478.geopotential number by the normal gravity value computed on the
 NY0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0478.degrees latitude (g = 980.6199 gals.).
 NY0478
 NY0478.The modeled gravity was interpolated from observed gravity values.
 NY0478
 NY0478;                    North         East    Units  Estimated Accuracy
 NY0478;SPC OR S     -    84,700.    1,389,130.      MT  (+/- 180 meters Scaled)
 NY0478
 NY0478                          SUPERSEDED SURVEY CONTROL
 NY0478
 NY0478  NGVD 29 (??/??/92) 1262.993  (m)         4143.67   (f) ADJ UNCH    1 2
 NY0478
 NY0478.Superseded values are not recommended for survey control.
 NY0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0478.See file dsdata.txt to determine how the superseded data were derived.
 NY0478
 NY0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM948971(NAD 83)
 NY0478_MARKER: DB = BENCH MARK DISK
 NY0478_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NY0478_SP_SET: CULVERT
 NY0478_STAMPING: F 546 1954
 NY0478_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NY0478
 NY0478  HISTORY     - Date     Condition        Report By
 NY0478  HISTORY     - 1954     MONUMENTED       CGS
 NY0478  HISTORY     - 1982     MARK NOT FOUND   USGS
 NY0478  HISTORY     - 19880701 MARK NOT FOUND   NGS
 NY0478
 NY0478                          STATION DESCRIPTION
 NY0478
 NY0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NY0478'11.9 MI S FROM CHILOQUIN.
 NY0478'11.9 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 NY0478'STATION AT CHILOQUIN, 6 POLES SOUTH OF MILEPOLE 445, NEAR THE NORTH
 NY0478'END OF A FILL, BETWEEN THE TRACK AND U. S. HIGHWAY 97, AT A CAST IRON
 NY0478'PIPE CULVERT, IN THE TOP OF THE EAST CEMENT STONE MASONRY HEAD WALL,
 NY0478'24.6 FEET EAST OF THE EAST RAIL, 0.8 FOOT SOUTH OF THE NORTH END OF
 NY0478'THE HEAD WALL, AND ABOUT 10 FEET LOWER THAN THE TRACK.
 NY0478
 NY0478                          STATION RECOVERY (1982)
 NY0478
 NY0478'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 NY0478'MARK NOT FOUND.
 NY0478
 NY0478                          STATION RECOVERY (1988)
 NY0478
 NY0478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 NY0478'THERE IS NO LONGER A HEADWALL AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0421 ***********************************************************************
 NY0421  DESIGNATION -  F 547
 NY0421  PID         -  NY0421
 NY0421  STATE/COUNTY-  OR/KLAMATH
 NY0421  USGS QUAD   -  WORDEN (1986)
 NY0421
 NY0421                         *CURRENT SURVEY CONTROL
 NY0421  ___________________________________________________________________
 NY0421* NAD 83(1986)-  42 02 50.     (N)    121 51 55.     (W)     SCALED    
 NY0421* NAVD 88     -      1253.164  (meters)    4111.42   (feet)  ADJUSTED  
 NY0421  ___________________________________________________________________
 NY0421  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 NY0421  DYNAMIC HT  -        1252.391 (meters)    4108.89  (feet)  COMP
 NY0421  MODELED GRAV-     979,961.9   (mgal)                       NAVD 88
 NY0421
 NY0421  VERT ORDER  -  FIRST     CLASS II
 NY0421
 NY0421.The horizontal coordinates were scaled from a topographic map and have
 NY0421.an estimated accuracy of +/- 6 seconds.
 NY0421
 NY0421.The orthometric height was determined by differential leveling
 NY0421.and adjusted in June 1991.
 NY0421
 NY0421.The geoid height was determined by GEOID03.
 NY0421
 NY0421.The dynamic height is computed by dividing the NAVD 88
 NY0421.geopotential number by the normal gravity value computed on the
 NY0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0421.degrees latitude (g = 980.6199 gals.).
 NY0421
 NY0421.The modeled gravity was interpolated from observed gravity values.
 NY0421
 NY0421;                    North         East    Units  Estimated Accuracy
 NY0421;SPC OR S     -    43,200.    1,386,970.      MT  (+/- 180 meters Scaled)
 NY0421
 NY0421                          SUPERSEDED SURVEY CONTROL
 NY0421
 NY0421  NGVD 29 (??/??/92) 1252.047  (m)         4107.76   (f) ADJ UNCH    1 2
 NY0421
 NY0421.Superseded values are not recommended for survey control.
 NY0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0421.See file dsdata.txt to determine how the superseded data were derived.
 NY0421
 NY0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM939556(NAD 83)
 NY0421_MARKER: DB = BENCH MARK DISK
 NY0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NY0421_STAMPING: F 547 1954
 NY0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0421+STABILITY: SURFACE MOTION
 NY0421
 NY0421  HISTORY     - Date     Condition        Report By
 NY0421  HISTORY     - 1954     MONUMENTED       CGS
 NY0421  HISTORY     - 1967     GOOD             NGS
 NY0421
 NY0421                          STATION DESCRIPTION
 NY0421
 NY0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NY0421'13.7 MI S FROM KLAMATH FALLS.
 NY0421'13.7 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 NY0421'STATION AT KLAMATH FALLS, 0.5 MILE NORTH OF THE GRAIN ELEVATOR AT
 NY0421'WORDEN, 1 POLE NORTH OF MILEPOLE 416, ON THE NORTH BANK OF A LARGE
 NY0421'8-FOOT-DEEP SAND BORROW PIT, 62.9 FEET WEST OF THE WEST RAIL OF THE
 NY0421'MAIN TRACK, 54 1/2 FEET NORTH OF A TELEPHONE POLE, 1.9 FEET SOUTH OF A
 NY0421'WITNESS POST, ABOUT 6 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF
 NY0421'A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 NY0421
 NY0421                          STATION RECOVERY (1967)
 NY0421
 NY0421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 NY0421'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0160 ***********************************************************************
 NZ0160  DESIGNATION -  F 548 RESET
 NZ0160  PID         -  NZ0160
 NZ0160  STATE/COUNTY-  OR/JACKSON
 NZ0160  USGS QUAD   -  SISKIYOU PASS (1983)
 NZ0160
 NZ0160                         *CURRENT SURVEY CONTROL
 NZ0160  ___________________________________________________________________
 NZ0160* NAD 83(1986)-  42 05 42.     (N)    122 36 21.     (W)     SCALED    
 NZ0160* NAVD 88     -      1071.960  (meters)    3516.92   (feet)  ADJUSTED  
 NZ0160  ___________________________________________________________________
 NZ0160  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 NZ0160  DYNAMIC HT  -        1071.341 (meters)    3514.89  (feet)  COMP
 NZ0160  MODELED GRAV-     980,007.8   (mgal)                       NAVD 88
 NZ0160
 NZ0160  VERT ORDER  -  FIRST     CLASS II
 NZ0160
 NZ0160.The horizontal coordinates were scaled from a topographic map and have
 NZ0160.an estimated accuracy of +/- 6 seconds.
 NZ0160
 NZ0160.The orthometric height was determined by differential leveling
 NZ0160.and adjusted in June 1991.
 NZ0160
 NZ0160.The geoid height was determined by GEOID03.
 NZ0160
 NZ0160.The dynamic height is computed by dividing the NAVD 88
 NZ0160.geopotential number by the normal gravity value computed on the
 NZ0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0160.degrees latitude (g = 980.6199 gals.).
 NZ0160
 NZ0160.The modeled gravity was interpolated from observed gravity values.
 NZ0160
 NZ0160;                    North         East    Units  Estimated Accuracy
 NZ0160;SPC OR S     -    49,770.    1,325,800.      MT  (+/- 180 meters Scaled)
 NZ0160
 NZ0160                          SUPERSEDED SURVEY CONTROL
 NZ0160
 NZ0160.No superseded survey control is available for this station.
 NZ0160
 NZ0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM325603(NAD 83)
 NZ0160_MARKER: DB = BENCH MARK DISK
 NZ0160_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NZ0160_SP_SET: CULVERT
 NZ0160_STAMPING: F 548 RESET 1964
 NZ0160_MARK LOGO: CGS   
 NZ0160_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0160
 NZ0160  HISTORY     - Date     Condition        Report By
 NZ0160  HISTORY     - 1964     MONUMENTED       CGS
 NZ0160  HISTORY     - 1988     GOOD             NGS
 NZ0160
 NZ0160                          STATION DESCRIPTION
 NZ0160
 NZ0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 NZ0160'9.0 MI SE FROM ASHLAND.
 NZ0160'ABOUT 9.0 MILES FROM THE ASHLAND POST OFFICE BY GOING SOUTHEAST ON U.
 NZ0160'S. HIGHWAY 99 FOR 9.0 MILES TO THE CONCRETE BRIDGE NO. 416.02, UNDER
 NZ0160'THE RAILROAD TRACKS, (THIS IS 0.5 MILES NORTHWEST OF THE SISKIYOU
 NZ0160'LODGE,) AND THE END OF TRUCK TRAVEL.  FROM HERE PACK SOUTHEAST ALONG
 NZ0160'THE RAILROAD TRACKS FOR ABOUT 1,000 FEET TO THE BENCH MARK IN THE
 NZ0160'NORTHEAST MASONRY HEADWALL FOR A CULVERT.  IT IS 9 1/2 FEET NORTHEAST
 NZ0160'OF THE NEAREST RAIL OF THE RAILROAD, 5 1/2 FEET SOUTHEAST OF A METAL
 NZ0160'WITNESS POST AND 0.5 FOOT BELOW THE LEVEL OF THE TRACKS.
 NZ0160
 NZ0160                          STATION RECOVERY (1988)
 NZ0160
 NZ0160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 NZ0160'11.9 KM (7.40 MI) SOUTH FROM ASHLAND.
 NZ0160'11.5 KM (7.15 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 5 FROM ITS
 NZ0160'JUNCTION WITH STATE HIGHWAY 66 IN ASHLAND, THENCE 0.4 KM (0.25 MI)
 NZ0160'SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD, IN THE TOP CENTER OF
 NZ0160'THE NORTHEAST CONCRETE HEADWALL OF A CULVERT, AND 2.9 M (9.5 FT)
 NZ0160'NORTHEAST OF THE NORTHEAST RAIL.
 NZ0160'THE MARK IS 1.7 METERS  SE FROM  A METAL WITNESS POST
 NZ0160'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0206 ***********************************************************************
 NZ0206  DESIGNATION -  F 549
 NZ0206  PID         -  NZ0206
 NZ0206  STATE/COUNTY-  OR/JACKSON
 NZ0206  USGS QUAD   -  MEDFORD EAST (1983)
 NZ0206
 NZ0206                         *CURRENT SURVEY CONTROL
 NZ0206  ___________________________________________________________________
 NZ0206* NAD 83(1986)-  42 18 51.     (N)    122 51 48.     (W)     SCALED    
 NZ0206* NAVD 88     -       426.910  (meters)    1400.62   (feet)  ADJUSTED  
 NZ0206  ___________________________________________________________________
 NZ0206  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 NZ0206  DYNAMIC HT  -         426.739 (meters)    1400.06  (feet)  COMP
 NZ0206  MODELED GRAV-     980,210.4   (mgal)                       NAVD 88
 NZ0206
 NZ0206  VERT ORDER  -  FIRST     CLASS II
 NZ0206
 NZ0206.The horizontal coordinates were scaled from a topographic map and have
 NZ0206.an estimated accuracy of +/- 6 seconds.
 NZ0206
 NZ0206.The orthometric height was determined by differential leveling
 NZ0206.and adjusted in June 1991.
 NZ0206
 NZ0206.The geoid height was determined by GEOID03.
 NZ0206
 NZ0206.The dynamic height is computed by dividing the NAVD 88
 NZ0206.geopotential number by the normal gravity value computed on the
 NZ0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0206.degrees latitude (g = 980.6199 gals.).
 NZ0206
 NZ0206.The modeled gravity was interpolated from observed gravity values.
 NZ0206
 NZ0206;                    North         East    Units  Estimated Accuracy
 NZ0206;SPC OR S     -    74,680.    1,305,190.      MT  (+/- 180 meters Scaled)
 NZ0206
 NZ0206                          SUPERSEDED SURVEY CONTROL
 NZ0206
 NZ0206  NGVD 29 (??/??/92)  425.888  (m)         1397.27   (f) ADJ UNCH    1 2
 NZ0206
 NZ0206.Superseded values are not recommended for survey control.
 NZ0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0206.See file dsdata.txt to determine how the superseded data were derived.
 NZ0206
 NZ0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM112846(NAD 83)
 NZ0206_MARKER: DB = BENCH MARK DISK
 NZ0206_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 NZ0206_SP_SET: BUILDING
 NZ0206_STAMPING: F 549 1954
 NZ0206_MARK LOGO: CGS   
 NZ0206_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NZ0206+STABILITY: POSITION/ELEVATION WELL
 NZ0206_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NZ0206+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2006
 NZ0206
 NZ0206  HISTORY     - Date     Condition        Report By
 NZ0206  HISTORY     - 1954     MONUMENTED       CGS
 NZ0206  HISTORY     - 1985     GOOD             USPSQD
 NZ0206  HISTORY     - 1987     GOOD             NGS
 NZ0206  HISTORY     - 20060826 GOOD             USPSQD
 NZ0206
 NZ0206                          STATION DESCRIPTION
 NZ0206
 NZ0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NZ0206'1.1 MI SE FROM MEDFORD.
 NZ0206'1.1 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 NZ0206'THE STATION AT MEDFORD, ABOUT 0.3 MILE SOUTHEAST OF MILEPOLE 441,
 NZ0206'ABOUT 0.15 MILE NORTHWEST OF THE CROSSING OF A ROAD (CROSSING 440.6),
 NZ0206'AT THE S.O.S. PACKING HOUSE, SET VERTICALLY IN THE NORTHEAST FACE OF
 NZ0206'THE CONCRETE FOUNDATION OF A CONCRETE BLOCK SUPPLY WAREHOUSE, 58.9
 NZ0206'FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 0.7 FOOT
 NZ0206'SOUTHEAST OF THE NORTH CORNER OF THE BUILDING, 1.0 FOOT ABOVE THE
 NZ0206'GROUND, AND ABOUT 1 FOOT HIGHER THAN THE TRACK.
 NZ0206
 NZ0206                          STATION RECOVERY (1985)
 NZ0206
 NZ0206'RECOVERY NOTE BY US POWER SQUADRON 1985
 NZ0206'DESC. ADEQUATE. CONCRETE BLOCK BUILDING IS CALLED 'SIMPLOT
 NZ0206'SOILBUILDERS'.
 NZ0206
 NZ0206                          STATION RECOVERY (1987)
 NZ0206
 NZ0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 NZ0206'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  1.8 KM
 NZ0206'(1.10 MI) SOUTHEASTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 NZ0206'STATION IN MEDFORD, SET VERTICALLY IN THE NORTHEAST FACE OF THE
 NZ0206'CONCRETE FOUNDATION OF A LARGE BLOCK BUILDING, 17.9 M (58.7 FT)
 NZ0206'SOUTHWEST OF THE NEAR RAIL, AND 0.2 M (0.7 FT) SOUTHEAST OF THE NORTH
 NZ0206'CORNER OF THE BUILDING.
 NZ0206'THE MARK IS 0.3 M ABOVE THE GROUND.
 NZ0206
 NZ0206                          STATION RECOVERY (2006)
 NZ0206
 NZ0206'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 NZ0206'STATION IS LOCATED ON THE SMALLER YELLOW CONCRETE BLOCK BU7ILDING
 NZ0206'NORTH OF MAIN S.O.S. PACKING PLANT
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0303 ***********************************************************************
 PC0303  DESIGNATION -  F 55
 PC0303  PID         -  PC0303
 PC0303  STATE/COUNTY-  OR/DOUGLAS
 PC0303  USGS QUAD   -  ELKTON (1990)
 PC0303
 PC0303                         *CURRENT SURVEY CONTROL
 PC0303  ___________________________________________________________________
 PC0303* NAD 83(1986)-  43 39 30.     (N)    123 30 06.     (W)     SCALED    
 PC0303* NAVD 88     -        55.349  (meters)     181.59   (feet)  ADJUSTED  
 PC0303  ___________________________________________________________________
 PC0303  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 PC0303  DYNAMIC HT  -          55.340 (meters)     181.56  (feet)  COMP
 PC0303  MODELED GRAV-     980,463.1   (mgal)                       NAVD 88
 PC0303
 PC0303  VERT ORDER  -  FIRST     CLASS II
 PC0303
 PC0303.The horizontal coordinates were scaled from a topographic map and have
 PC0303.an estimated accuracy of +/- 6 seconds.
 PC0303
 PC0303.The orthometric height was determined by differential leveling
 PC0303.and adjusted in June 1991.
 PC0303
 PC0303.The geoid height was determined by GEOID03.
 PC0303
 PC0303.The dynamic height is computed by dividing the NAVD 88
 PC0303.geopotential number by the normal gravity value computed on the
 PC0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0303.degrees latitude (g = 980.6199 gals.).
 PC0303
 PC0303.The modeled gravity was interpolated from observed gravity values.
 PC0303
 PC0303;                    North         East    Units  Estimated Accuracy
 PC0303;SPC OR S     -   225,580.    1,257,940.      MT  (+/- 180 meters Scaled)
 PC0303
 PC0303                          SUPERSEDED SURVEY CONTROL
 PC0303
 PC0303.No superseded survey control is available for this station.
 PC0303
 PC0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP595340(NAD 83)
 PC0303_MARKER: DB = BENCH MARK DISK
 PC0303_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PC0303_SP_SET: PIER
 PC0303_STAMPING: F 55 1930
 PC0303_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PC0303
 PC0303  HISTORY     - Date     Condition        Report By
 PC0303  HISTORY     - 1930     MONUMENTED       CGS
 PC0303  HISTORY     - 1961     GOOD             NGS
 PC0303
 PC0303                          STATION DESCRIPTION
 PC0303
 PC0303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 PC0303'4.0 MI E FROM ELKTON.
 PC0303'REACHED FROM THE POST OFFICE AT ELKTON GO EAST ON STATE HIGHWAY 38 FOR
 PC0303'4.0 MILES TO THE REMAINS OF A HIGHWAY BRIDGE THAT WAS OVER ELK CREEK,
 PC0303'LOCATED IN TOP OF THE SOUTHWEST ONE OF TWO PIERS.  NOTE-- NOT
 PC0303'ACCESSIBLE WITH OUT A LONG LADDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0521 ***********************************************************************
 NZ0521  DESIGNATION -  F 550
 NZ0521  PID         -  NZ0521
 NZ0521  STATE/COUNTY-  OR/JOSEPHINE
 NZ0521  USGS QUAD   -  GRANTS PASS (1996)
 NZ0521
 NZ0521                         *CURRENT SURVEY CONTROL
 NZ0521  ___________________________________________________________________
 NZ0521* NAD 83(1986)-  42 25 51.     (N)    123 15 31.     (W)     SCALED    
 NZ0521* NAVD 88     -       296.890  (meters)     974.05   (feet)  ADJUSTED  
 NZ0521  ___________________________________________________________________
 NZ0521  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 NZ0521  DYNAMIC HT  -         296.787 (meters)     973.71  (feet)  COMP
 NZ0521  MODELED GRAV-     980,266.4   (mgal)                       NAVD 88
 NZ0521
 NZ0521  VERT ORDER  -  FIRST     CLASS II
 NZ0521
 NZ0521.The horizontal coordinates were scaled from a topographic map and have
 NZ0521.an estimated accuracy of +/- 6 seconds.
 NZ0521
 NZ0521.The orthometric height was determined by differential leveling
 NZ0521.and adjusted in June 1991.
 NZ0521
 NZ0521.The geoid height was determined by GEOID03.
 NZ0521
 NZ0521.The dynamic height is computed by dividing the NAVD 88
 NZ0521.geopotential number by the normal gravity value computed on the
 NZ0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0521.degrees latitude (g = 980.6199 gals.).
 NZ0521
 NZ0521.The modeled gravity was interpolated from observed gravity values.
 NZ0521
 NZ0521;                    North         East    Units  Estimated Accuracy
 NZ0521;SPC OR S     -    88,630.    1,273,040.      MT  (+/- 180 meters Scaled)
 NZ0521
 NZ0521                          SUPERSEDED SURVEY CONTROL
 NZ0521
 NZ0521  NGVD 29 (??/??/92)  295.896  (m)          970.79   (f) ADJ UNCH    1 2
 NZ0521
 NZ0521.Superseded values are not recommended for survey control.
 NZ0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0521.See file dsdata.txt to determine how the superseded data were derived.
 NZ0521
 NZ0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM787976(NAD 83)
 NZ0521_MARKER: DB = BENCH MARK DISK
 NZ0521_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NZ0521_SP_SET: HEADWALL
 NZ0521_STAMPING: F 550 1954
 NZ0521_MARK LOGO: CGS   
 NZ0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0521+STABILITY: SURFACE MOTION
 NZ0521
 NZ0521  HISTORY     - Date     Condition        Report By
 NZ0521  HISTORY     - 1954     MONUMENTED       CGS
 NZ0521  HISTORY     - 1987     GOOD             NGS
 NZ0521
 NZ0521                          STATION DESCRIPTION
 NZ0521
 NZ0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NZ0521'3.5 MI E FROM GRANTS PASS.
 NZ0521'3.5 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 NZ0521'STATION AT GRANTS PASS, ABOUT 6 3/4 TELEPHONE POLES NORTHWEST OF
 NZ0521'MILEPOLE 470 AND THE CROSSING OF AVERILL DRIVE, AT A 24-INCH
 NZ0521'CORRUGATED METAL PIPE CULVERT, IN THE TOP OF THE SOUTHWEST CONCRETE
 NZ0521'HEAD WALL, 12.4 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 1.6 FEET
 NZ0521'SOUTHEAST OF THE NORTHWEST END OF THE HEAD WALL, AND ABOUT 4 1/2 FEET
 NZ0521'LOWER THAN THE TRACK.
 NZ0521
 NZ0521                          STATION RECOVERY (1987)
 NZ0521
 NZ0521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 NZ0521'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  5.5 KM
 NZ0521'(3.40 MI) EASTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 NZ0521'JUNCTION OF 6TH STREET IN GRANTS PASS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0395 ***********************************************************************
 NZ0395  DESIGNATION -  F 551
 NZ0395  PID         -  NZ0395
 NZ0395  STATE/COUNTY-  OR/JOSEPHINE
 NZ0395  USGS QUAD   -  GLENDALE (1986)
 NZ0395
 NZ0395                         *CURRENT SURVEY CONTROL
 NZ0395  ___________________________________________________________________
 NZ0395* NAD 83(1986)-  42 41 05.     (N)    123 26 38.     (W)     SCALED    
 NZ0395* NAVD 88     -       356.843  (meters)    1170.74   (feet)  ADJUSTED  
 NZ0395  ___________________________________________________________________
 NZ0395  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 NZ0395  DYNAMIC HT  -         356.730 (meters)    1170.37  (feet)  COMP
 NZ0395  MODELED GRAV-     980,295.7   (mgal)                       NAVD 88
 NZ0395
 NZ0395  VERT ORDER  -  FIRST     CLASS II
 NZ0395
 NZ0395.The horizontal coordinates were scaled from a topographic map and have
 NZ0395.an estimated accuracy of +/- 6 seconds.
 NZ0395
 NZ0395.The orthometric height was determined by differential leveling
 NZ0395.and adjusted in June 1991.
 NZ0395
 NZ0395.The geoid height was determined by GEOID03.
 NZ0395
 NZ0395.The dynamic height is computed by dividing the NAVD 88
 NZ0395.geopotential number by the normal gravity value computed on the
 NZ0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0395.degrees latitude (g = 980.6199 gals.).
 NZ0395
 NZ0395.The modeled gravity was interpolated from observed gravity values.
 NZ0395
 NZ0395;                    North         East    Units  Estimated Accuracy
 NZ0395;SPC OR S     -   117,330.    1,258,800.      MT  (+/- 180 meters Scaled)
 NZ0395
 NZ0395                          SUPERSEDED SURVEY CONTROL
 NZ0395
 NZ0395  NGVD 29 (??/??/92)  355.824  (m)         1167.40   (f) ADJ UNCH    1 2
 NZ0395
 NZ0395.Superseded values are not recommended for survey control.
 NZ0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0395.See file dsdata.txt to determine how the superseded data were derived.
 NZ0395
 NZ0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN636259(NAD 83)
 NZ0395_MARKER: DB = BENCH MARK DISK
 NZ0395_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NZ0395_SP_SET: HEADWALL
 NZ0395_STAMPING: F 551 1954
 NZ0395_MARK LOGO: CGS   
 NZ0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0395+STABILITY: SURFACE MOTION
 NZ0395
 NZ0395  HISTORY     - Date     Condition        Report By
 NZ0395  HISTORY     - 1954     MONUMENTED       CGS
 NZ0395  HISTORY     - 1980     GOOD             LOCSUR
 NZ0395  HISTORY     - 1987     GOOD             NGS
 NZ0395
 NZ0395                          STATION DESCRIPTION
 NZ0395
 NZ0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NZ0395'2.9 MI SW FROM WOLF CREEK.
 NZ0395'2.9 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 NZ0395'THE STATION AT WOLF CREEK, AT 36-INCH CONCRETE PIPE CULVERT 499.07, IN
 NZ0395'THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE HEAD WALL, 15.9
 NZ0395'FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND ABOUT 2 1/2 FEET LOWER THAN
 NZ0395'THE TRACK.
 NZ0395
 NZ0395                          STATION RECOVERY (1980)
 NZ0395
 NZ0395'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 NZ0395'RECOVERED IN GOOD CONDITION.
 NZ0395
 NZ0395                          STATION RECOVERY (1987)
 NZ0395
 NZ0395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 NZ0395'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  8.6 KM
 NZ0395'(5.35 MI) NORTHERLY  ALONG INTERSTATE HIGHWAY 5 FROM THE JUNCTION OF
 NZ0395'LARIAT DRIVE IN SUNNY VALLEY, THENCE 5.1 KM (3.15 MI) SOUTHWESTERLY
 NZ0395'ALONG THE SOUTHERN PACIFIC RAILROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0788 ***********************************************************************
 NZ0788  DESIGNATION -  F 552
 NZ0788  PID         -  NZ0788
 NZ0788  STATE/COUNTY-  OR/DOUGLAS
 NZ0788  USGS QUAD   -  RABBIT MOUNTAIN (1990)
 NZ0788
 NZ0788                         *CURRENT SURVEY CONTROL
 NZ0788  ___________________________________________________________________
 NZ0788* NAD 83(1986)-  42 49 37.     (N)    123 37 15.     (W)     SCALED    
 NZ0788* NAVD 88     -       299.637  (meters)     983.06   (feet)  ADJUSTED  
 NZ0788  ___________________________________________________________________
 NZ0788  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 NZ0788  DYNAMIC HT  -         299.539 (meters)     982.74  (feet)  COMP
 NZ0788  MODELED GRAV-     980,287.3   (mgal)                       NAVD 88
 NZ0788
 NZ0788  VERT ORDER  -  FIRST     CLASS II
 NZ0788
 NZ0788.The horizontal coordinates were scaled from a topographic map and have
 NZ0788.an estimated accuracy of +/- 6 seconds.
 NZ0788
 NZ0788.The orthometric height was determined by differential leveling
 NZ0788.and adjusted in June 1991.
 NZ0788
 NZ0788.The geoid height was determined by GEOID03.
 NZ0788
 NZ0788.The dynamic height is computed by dividing the NAVD 88
 NZ0788.geopotential number by the normal gravity value computed on the
 NZ0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0788.degrees latitude (g = 980.6199 gals.).
 NZ0788
 NZ0788.The modeled gravity was interpolated from observed gravity values.
 NZ0788
 NZ0788;                    North         East    Units  Estimated Accuracy
 NZ0788;SPC OR S     -   133,640.    1,244,890.      MT  (+/- 180 meters Scaled)
 NZ0788
 NZ0788                          SUPERSEDED SURVEY CONTROL
 NZ0788
 NZ0788  NGVD 29 (??/??/92)  298.596  (m)          979.64   (f) ADJ UNCH    1 2
 NZ0788
 NZ0788.Superseded values are not recommended for survey control.
 NZ0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0788.See file dsdata.txt to determine how the superseded data were derived.
 NZ0788
 NZ0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN492417(NAD 83)
 NZ0788_MARKER: DB = BENCH MARK DISK
 NZ0788_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NZ0788_SP_SET: CULVERT
 NZ0788_STAMPING: F 552 1954
 NZ0788_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0788
 NZ0788  HISTORY     - Date     Condition        Report By
 NZ0788  HISTORY     - 1954     MONUMENTED       CGS
 NZ0788
 NZ0788                          STATION DESCRIPTION
 NZ0788
 NZ0788'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NZ0788'1.8 MI NW FROM WEST FORK.
 NZ0788'1.8 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 NZ0788'STEEL BRIDGE 521.4 OVER WEST FORK COW CREEK AT WEST FORK, AT 24-INCH
 NZ0788'CONCRETE PIPE CULVERT 523.27, IN THE TOP OF THE NORTHEAST END OF THE
 NZ0788'NORTHWEST CONCRETE HEAD WALL, 9.1 FEET NORTHWEST OF THE NORTHWEST
 NZ0788'RAIL, AND ABOUT 1 1/2 FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0347 ***********************************************************************
 PC0347  DESIGNATION -  F 554
 PC0347  PID         -  PC0347
 PC0347  STATE/COUNTY-  OR/DOUGLAS
 PC0347  USGS QUAD   -  WINSTON (1987)
 PC0347
 PC0347                         *CURRENT SURVEY CONTROL
 PC0347  ___________________________________________________________________
 PC0347* NAD 83(1986)-  43 06 23.     (N)    123 24 55.     (W)     SCALED    
 PC0347* NAVD 88     -       156.559  (meters)     513.64   (feet)  ADJUSTED  
 PC0347  ___________________________________________________________________
 PC0347  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 PC0347  DYNAMIC HT  -         156.523 (meters)     513.53  (feet)  COMP
 PC0347  MODELED GRAV-     980,384.4   (mgal)                       NAVD 88
 PC0347
 PC0347  VERT ORDER  -  FIRST     CLASS II
 PC0347
 PC0347.The horizontal coordinates were scaled from a topographic map and have
 PC0347.an estimated accuracy of +/- 6 seconds.
 PC0347
 PC0347.The orthometric height was determined by differential leveling
 PC0347.and adjusted in June 1991.
 PC0347
 PC0347.The geoid height was determined by GEOID03.
 PC0347
 PC0347.The dynamic height is computed by dividing the NAVD 88
 PC0347.geopotential number by the normal gravity value computed on the
 PC0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0347.degrees latitude (g = 980.6199 gals.).
 PC0347
 PC0347.The modeled gravity was interpolated from observed gravity values.
 PC0347
 PC0347;                    North         East    Units  Estimated Accuracy
 PC0347;SPC OR S     -   164,060.    1,262,770.      MT  (+/- 180 meters Scaled)
 PC0347
 PC0347                          SUPERSEDED SURVEY CONTROL
 PC0347
 PC0347  NGVD 29 (??/??/92)  155.500  (m)          510.17   (f) ADJ UNCH    1 2
 PC0347
 PC0347.Superseded values are not recommended for survey control.
 PC0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0347.See file dsdata.txt to determine how the superseded data were derived.
 PC0347
 PC0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN662727(NAD 83)
 PC0347_MARKER: DB = BENCH MARK DISK
 PC0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PC0347_STAMPING: F 554 1954
 PC0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0347+STABILITY: SURFACE MOTION
 PC0347
 PC0347  HISTORY     - Date     Condition        Report By
 PC0347  HISTORY     - 1954     MONUMENTED       CGS
 PC0347
 PC0347                          STATION DESCRIPTION
 PC0347
 PC0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 PC0347'2.8 MI S FROM WINSTON.
 PC0347'1.8 MILES SOUTHWEST ALONG U. S. HIGHWAY 99 FROM THE Y JUNCTION OF
 PC0347'STATE HIGHWAY 42 AT WINSTON, THENCE 1.0 MILE EAST ALONG THE SOUTHERN
 PC0347'PACIFIC COMPANY RAILROAD, 1.0 MILE NORTHEAST OF A SMALL RAILROAD MAIL
 PC0347'BUILDING AT DILLARD, 60.4 FEET EAST OF MILEPOLE 563, AT THE NORTH EDGE
 PC0347'OF A SAWMILL PARKING LOT, 23.1 FEET SOUTH OF THE SOUTH RAIL OF THE
 PC0347'MAIN TRACK, 1 FOOT NORTH OF A TELEPHONE POLE, 1.6 FEET WEST OF A
 PC0347'WITNESS POST, ABOUT 3 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF
 PC0347'A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0282 ***********************************************************************
 PC0282  DESIGNATION -  F 555
 PC0282  PID         -  PC0282
 PC0282  STATE/COUNTY-  OR/DOUGLAS
 PC0282  USGS QUAD   -  DRAIN (1987)
 PC0282
 PC0282                         *CURRENT SURVEY CONTROL
 PC0282  ___________________________________________________________________
 PC0282* NAD 83(1986)-  43 39 15.     (N)    123 18 51.     (W)     SCALED    
 PC0282* NAVD 88     -        96.291  (meters)     315.91   (feet)  ADJUSTED  
 PC0282  ___________________________________________________________________
 PC0282  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 PC0282  DYNAMIC HT  -          96.278 (meters)     315.87  (feet)  COMP
 PC0282  MODELED GRAV-     980,480.4   (mgal)                       NAVD 88
 PC0282
 PC0282  VERT ORDER  -  FIRST     CLASS II
 PC0282
 PC0282.The horizontal coordinates were scaled from a topographic map and have
 PC0282.an estimated accuracy of +/- 6 seconds.
 PC0282
 PC0282.The orthometric height was determined by differential leveling
 PC0282.and adjusted in June 1991.
 PC0282
 PC0282.The geoid height was determined by GEOID03.
 PC0282
 PC0282.The dynamic height is computed by dividing the NAVD 88
 PC0282.geopotential number by the normal gravity value computed on the
 PC0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0282.degrees latitude (g = 980.6199 gals.).
 PC0282
 PC0282.The modeled gravity was interpolated from observed gravity values.
 PC0282
 PC0282;                    North         East    Units  Estimated Accuracy
 PC0282;SPC OR S     -   224,590.    1,273,040.      MT  (+/- 180 meters Scaled)
 PC0282
 PC0282                          SUPERSEDED SURVEY CONTROL
 PC0282
 PC0282  NGVD 29 (??/??/92)   95.192  (m)          312.31   (f) ADJ UNCH    1 2
 PC0282
 PC0282.Superseded values are not recommended for survey control.
 PC0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0282.See file dsdata.txt to determine how the superseded data were derived.
 PC0282
 PC0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP746335(NAD 83)
 PC0282_MARKER: DB = BENCH MARK DISK
 PC0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PC0282_STAMPING: F 555 1954
 PC0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0282+STABILITY: SURFACE MOTION
 PC0282
 PC0282  HISTORY     - Date     Condition        Report By
 PC0282  HISTORY     - 1954     MONUMENTED       CGS
 PC0282  HISTORY     - 1987     MARK NOT FOUND   NGS
 PC0282
 PC0282                          STATION DESCRIPTION
 PC0282
 PC0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 PC0282'0.8 MI S FROM DRAIN.
 PC0282'0.8 MILE SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 PC0282'STATION AT DRAIN, 0.1 MILE NORTH OF SEMAPHORE 608.2, AT THE CROSSING
 PC0282'OF A DIM PRIVATE ROAD, 98.9 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 PC0282'A WHITE FRAME HOUSE, 29.6 FEET EAST OF THE EAST RAIL, 23 1/2 FEET WEST
 PC0282'OF THE NORTH ONE OF 3 LARGE OAK TREES, 9.8 FEET NORTH OF THE NORTH END
 PC0282'OF AN IRON FRAME GATE ACROSS THE ROAD, 2.3 FEET EAST OF A FENCE, 2.0
 PC0282'FEET SOUTH OF A WITNESS POST, ABOUT 5 FEET HIGHER THAN THE TRACK, AND
 PC0282'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 PC0282'GROUND.
 PC0282
 PC0282                          STATION RECOVERY (1987)
 PC0282
 PC0282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PC0282'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0483 ***********************************************************************
 NZ0483  DESIGNATION -  F 56
 NZ0483  PID         -  NZ0483
 NZ0483  STATE/COUNTY-  OR/JOSEPHINE
 NZ0483  USGS QUAD   -  GRANTS PASS (1996)
 NZ0483
 NZ0483                         *CURRENT SURVEY CONTROL
 NZ0483  ___________________________________________________________________
 NZ0483* NAD 83(1986)-  42 25 48.     (N)    123 19 55.     (W)     SCALED    
 NZ0483* NAVD 88     -       281.895  (meters)     924.85   (feet)  ADJUSTED  
 NZ0483  ___________________________________________________________________
 NZ0483  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 NZ0483  DYNAMIC HT  -         281.796 (meters)     924.53  (feet)  COMP
 NZ0483  MODELED GRAV-     980,264.6   (mgal)                       NAVD 88
 NZ0483
 NZ0483  VERT ORDER  -  FIRST     CLASS II
 NZ0483
 NZ0483.The horizontal coordinates were scaled from a topographic map and have
 NZ0483.an estimated accuracy of +/- 6 seconds.
 NZ0483
 NZ0483.The orthometric height was determined by differential leveling
 NZ0483.and adjusted in June 1991.
 NZ0483.WARNING-Repeat measurements at this control monument indicate possible
 NZ0483.vertical movement.
 NZ0483
 NZ0483.The geoid height was determined by GEOID03.
 NZ0483
 NZ0483.The dynamic height is computed by dividing the NAVD 88
 NZ0483.geopotential number by the normal gravity value computed on the
 NZ0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0483.degrees latitude (g = 980.6199 gals.).
 NZ0483
 NZ0483.The modeled gravity was interpolated from observed gravity values.
 NZ0483
 NZ0483;                    North         East    Units  Estimated Accuracy
 NZ0483;SPC OR S     -    88,730.    1,267,010.      MT  (+/- 180 meters Scaled)
 NZ0483
 NZ0483                          SUPERSEDED SURVEY CONTROL
 NZ0483
 NZ0483  NGVD 29 (??/??/92)  280.908  (m)          921.61   (f) ADJ UNCH    1 2
 NZ0483
 NZ0483.Superseded values are not recommended for survey control.
 NZ0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0483.See file dsdata.txt to determine how the superseded data were derived.
 NZ0483
 NZ0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM726975(NAD 83)
 NZ0483_MARKER: DB = BENCH MARK DISK
 NZ0483_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 NZ0483_SP_SET: BRIDGE WALKWAY
 NZ0483_STAMPING: F 56 1930 920.973
 NZ0483_MARK LOGO: CGS   
 NZ0483_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0483_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NZ0483+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2006
 NZ0483
 NZ0483  HISTORY     - Date     Condition        Report By
 NZ0483  HISTORY     - 1930     MONUMENTED       CGS
 NZ0483  HISTORY     - 1954     GOOD             NGS
 NZ0483  HISTORY     - 1961     GOOD             NGS
 NZ0483  HISTORY     - 1979     GOOD             LOCSUR
 NZ0483  HISTORY     - 1987     GOOD             NGS
 NZ0483  HISTORY     - 20060622 GOOD             GEOCAC
 NZ0483
 NZ0483                          STATION DESCRIPTION
 NZ0483
 NZ0483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NZ0483'IN GRANTS PASS.
 NZ0483'AT GRANTS PASS, 0.8 MILE WEST ALONG 6TH STREET (U. S. HIGHWAY 99) FROM
 NZ0483'THE POST OFFICE, AT A CONCRETE BRIDGE OVER ROGUE RIVER, IN THE TOP OF
 NZ0483'THE SOUTHWEST END OF THE NORTHWEST CONCRETE SIDEWALK, 4.5 FEET
 NZ0483'NORTHWEST OF THE SOUTHEAST EDGE OF THE WALK, 0.6 FOOT SOUTHEAST OF THE
 NZ0483'SOUTHWEST END OF THE NORTHWEST CONCRETE GUARDRAIL, AND ABOUT 1/2 FOOT
 NZ0483'HIGHER THAN THE HIGHWAY.
 NZ0483
 NZ0483                          STATION RECOVERY (1961)
 NZ0483
 NZ0483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 NZ0483'RECOVERED IN GOOD CONDITION.
 NZ0483
 NZ0483                          STATION RECOVERY (1979)
 NZ0483
 NZ0483'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 NZ0483'RECOVERED IN GOOD CONDITION.
 NZ0483
 NZ0483                          STATION RECOVERY (1987)
 NZ0483
 NZ0483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 NZ0483'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  AT THE
 NZ0483'INTERSTECTION OF 6TH STREET AND THE ROGUE RIVER,IN THE SOUTH END OF
 NZ0483'THE WEST WALKWAY OF THE BRIDGE SPANNING THE RIVER, 3.4 M (11.2 FT)
 NZ0483'WEST OF THE CENTERLINE OF THE STREET, AND 1.4 M (4.6 FT) NORTHWEST OF
 NZ0483'THE SOUTHEAST EDGE OF THE WALKWAY.
 NZ0483'THE MARK IS 0.2 M ABOVE THE STREET.
 NZ0483
 NZ0483                          STATION RECOVERY (2006)
 NZ0483
 NZ0483'RECOVERY NOTE BY GEOCACHING 2006 (SFG)
 NZ0483'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AI5709 ***********************************************************************
 AI5709  DESIGNATION -  F 560
 AI5709  PID         -  AI5709
 AI5709  STATE/COUNTY-  OR/MALHEUR
 AI5709  USGS QUAD   -  ANDERSON RESERVOIR (1979)
 AI5709
 AI5709                         *CURRENT SURVEY CONTROL
 AI5709  ___________________________________________________________________
 AI5709* NAD 83(1986)-  42 43 33.     (N)    117 51 35.     (W)     SCALED    
 AI5709* NAVD 88     -      1189.239  (meters)    3901.70   (feet)  ADJUSTED  
 AI5709  ___________________________________________________________________
 AI5709  GEOID HEIGHT-         -18.35  (meters)                     GEOID03
 AI5709  DYNAMIC HT  -        1188.604 (meters)    3899.61  (feet)  COMP
 AI5709  MODELED GRAV-     980,045.3   (mgal)                       NAVD 88
 AI5709
 AI5709  VERT ORDER  -  SECOND    CLASS I
 AI5709
 AI5709.The horizontal coordinates were scaled from a topographic map and have
 AI5709.an estimated accuracy of +/- 6 seconds.
 AI5709
 AI5709.The orthometric height was determined by differential leveling
 AI5709.and adjusted in July 2002.
 AI5709.No vertical observational check was made to the station.
 AI5709
 AI5709.The geoid height was determined by GEOID03.
 AI5709
 AI5709.The dynamic height is computed by dividing the NAVD 88
 AI5709.geopotential number by the normal gravity value computed on the
 AI5709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI5709.degrees latitude (g = 980.6199 gals.).
 AI5709
 AI5709.The modeled gravity was interpolated from observed gravity values.
 AI5709
 AI5709;                    North         East    Units  Estimated Accuracy
 AI5709;SPC OR S     -   121,060.    1,716,190.      MT  (+/- 180 meters Scaled)
 AI5709
 AI5709                          SUPERSEDED SURVEY CONTROL
 AI5709
 AI5709.No superseded survey control is available for this station.
 AI5709
 AI5709_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH296307(NAD 83)
 AI5709_MARKER: DB = BENCH MARK DISK
 AI5709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5709_STAMPING: F 560 1957
 AI5709_MARK LOGO: ORHD  
 AI5709_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5709+STABILITY: SURFACE MOTION
 AI5709_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5709+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2000
 AI5709
 AI5709  HISTORY     - Date     Condition        Report By
 AI5709  HISTORY     - 1957     MONUMENTED       ORHD
 AI5709  HISTORY     - 20000316 GOOD             NGS
 AI5709
 AI5709                          STATION DESCRIPTION
 AI5709
 AI5709'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 AI5709'5.9 KM (3.65 MI) SOUTHERLY ALONG U.S. HIGHWAY 95 FROM THE MOST
 AI5709'EASTERLY JUNCTION OF STATE HIGHWAY 78 AT BURNS JUNCTION, 15.8 M (51.8
 AI5709'FT) WEST OF HIGHWAY CENTERLINE, 7.8 M (25.6 FT) SOUTH OF AN 8 BY
 AI5709'8-INCH WOOD POST, 5.3 M (17.4 FT) SOUTHEAST OF AN UNDERGROUND CABLE
 AI5709'WARNING SIGN, 0.7 WEST OF A WITNESS POST, 0.4 M (1.3 FT) NORTH OF A
 AI5709'WITNESS POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE
 AI5709'MONUMENT IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON
 AI5709'THE HIGHWAY RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1993 ***********************************************************************
 RC1993  DESIGNATION -  F 568
 RC1993  PID         -  RC1993
 RC1993  STATE/COUNTY-  OR/SHERMAN
 RC1993  USGS QUAD   -  KENT (1970)
 RC1993
 RC1993                         *CURRENT SURVEY CONTROL
 RC1993  ___________________________________________________________________
 RC1993* NAD 83(1986)-  45 13 38.     (N)    120 43 06.     (W)     SCALED    
 RC1993* NAVD 88     -       756.397  (meters)    2481.61   (feet)  ADJUSTED  
 RC1993  ___________________________________________________________________
 RC1993  GEOID HEIGHT-         -20.87  (meters)                     GEOID03
 RC1993  DYNAMIC HT  -         756.259 (meters)    2481.16  (feet)  COMP
 RC1993  MODELED GRAV-     980,409.0   (mgal)                       NAVD 88
 RC1993
 RC1993  VERT ORDER  -  FIRST     CLASS II
 RC1993
 RC1993.The horizontal coordinates were scaled from a topographic map and have
 RC1993.an estimated accuracy of +/- 6 seconds.
 RC1993
 RC1993.The orthometric height was determined by differential leveling
 RC1993.and adjusted in June 1991.
 RC1993
 RC1993.The geoid height was determined by GEOID03.
 RC1993
 RC1993.The dynamic height is computed by dividing the NAVD 88
 RC1993.geopotential number by the normal gravity value computed on the
 RC1993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1993.degrees latitude (g = 980.6199 gals.).
 RC1993
 RC1993.The modeled gravity was interpolated from observed gravity values.
 RC1993
 RC1993;                    North         East    Units  Estimated Accuracy
 RC1993;SPC OR N     -   173,430.    2,482,860.      MT  (+/- 180 meters Scaled)
 RC1993
 RC1993                          SUPERSEDED SURVEY CONTROL
 RC1993
 RC1993.No superseded survey control is available for this station.
 RC1993
 RC1993_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR791107(NAD 83)
 RC1993_MARKER: DD = SURVEY DISK
 RC1993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC1993_SP_SET: CONCRETE POST
 RC1993_STAMPING: F 568 1960
 RC1993_MARK LOGO: ORDT  
 RC1993_PROJECTION: FLUSH
 RC1993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1993+STABILITY: SURFACE MOTION
 RC1993
 RC1993  HISTORY     - Date     Condition        Report By
 RC1993  HISTORY     - 1960     MONUMENTED       ORDT
 RC1993  HISTORY     - 1987     GOOD             NGS
 RC1993
 RC1993                          STATION DESCRIPTION
 RC1993
 RC1993'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 RC1993'4.2 KM (2.60 MI) NORTH FROM KENT.
 RC1993'0.27 KM (0.15 MI) WEST ALONG A ROAD FROM THE POST OFFICE IN KENT,
 RC1993'THENCE 4.2 KM (2.60 MI) NORTH ALONG US HIGHWAY 97, 14.26 M (46.8 FT)
 RC1993'NORTHEAST OF THE HIGHWAY CENTERLINE, 2.68 M (8.8 FT) SOUTHWEST OF A
 RC1993'FENCE.
 RC1993'THE MARK IS 0.24 METERS  SW FROM  A WITNESS POST
 RC1993'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1946 ***********************************************************************
 RC1946  DESIGNATION -  F 576
 RC1946  PID         -  RC1946
 RC1946  STATE/COUNTY-  OR/SHERMAN
 RC1946  USGS QUAD   -  BIGGS JUNCTION (1994)
 RC1946
 RC1946                         *CURRENT SURVEY CONTROL
 RC1946  ___________________________________________________________________
 RC1946* NAD 83(1986)-  45 38 41.     (N)    120 47 19.     (W)     SCALED    
 RC1946* NAVD 88     -       218.909  (meters)     718.20   (feet)  ADJUSTED  
 RC1946  ___________________________________________________________________
 RC1946  GEOID HEIGHT-         -21.36  (meters)                     GEOID03
 RC1946  DYNAMIC HT  -         218.901 (meters)     718.18  (feet)  COMP
 RC1946  MODELED GRAV-     980,575.0   (mgal)                       NAVD 88
 RC1946
 RC1946  VERT ORDER  -  FIRST     CLASS II
 RC1946
 RC1946.The horizontal coordinates were scaled from a topographic map and have
 RC1946.an estimated accuracy of +/- 6 seconds.
 RC1946
 RC1946.The orthometric height was determined by differential leveling
 RC1946.and adjusted in June 1991.
 RC1946
 RC1946.The geoid height was determined by GEOID03.
 RC1946
 RC1946.The dynamic height is computed by dividing the NAVD 88
 RC1946.geopotential number by the normal gravity value computed on the
 RC1946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1946.degrees latitude (g = 980.6199 gals.).
 RC1946
 RC1946.The modeled gravity was interpolated from observed gravity values.
 RC1946
 RC1946;                    North         East    Units  Estimated Accuracy
 RC1946;SPC OR N     -   219,850.    2,477,500.      MT  (+/- 180 meters Scaled)
 RC1946
 RC1946                          SUPERSEDED SURVEY CONTROL
 RC1946
 RC1946.No superseded survey control is available for this station.
 RC1946
 RC1946_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR723569(NAD 83)
 RC1946_MARKER: DB = BENCH MARK DISK
 RC1946_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RC1946_SP_SET: BRIDGE WALKWAY
 RC1946_STAMPING: F 576 1963
 RC1946_MARK LOGO: ORDT  
 RC1946_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC1946
 RC1946  HISTORY     - Date     Condition        Report By
 RC1946  HISTORY     - UNK      MONUMENTED       ORDT
 RC1946  HISTORY     - 1987     GOOD             NGS
 RC1946
 RC1946                          STATION DESCRIPTION
 RC1946
 RC1946'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 RC1946'5.2 KM (3.25 MI) SOUTH FROM BIGGS.
 RC1946'5.2 KM (3.25 MI) SOUTH ALONG US HIGHWAY 97 FROM THE UNDERPASS OF THE
 RC1946'UNION PACIFIC RAILROAD IN BIGGS, IN THE NORTHWEST CORNER OF A BRIDGE
 RC1946'OVER SPANISH HOLLOW, 4.75 M (15.6 FT) NORTH OF THE CENTERLINE OF THE
 RC1946'HIGHWAY, 1.65 M (5.4 FT) EAST OF THE WEST END OF THE BRIDGE.
 RC1946'THE MARK IS 0.18 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0544 ***********************************************************************
 OA0544  DESIGNATION -  F 58
 OA0544  PID         -  OA0544
 OA0544  STATE/COUNTY-  OR/COOS
 OA0544  USGS QUAD   -  NORTH BEND (1971)
 OA0544
 OA0544                         *CURRENT SURVEY CONTROL
 OA0544  ___________________________________________________________________
 OA0544* NAD 83(1986)-  43 29 30.     (N)    124 13 23.     (W)     SCALED    
 OA0544* NAVD 88     -         9.484  (meters)      31.12   (feet)  ADJUSTED  
 OA0544  ___________________________________________________________________
 OA0544  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 OA0544  DYNAMIC HT  -           9.483 (meters)      31.11  (feet)  COMP
 OA0544  MODELED GRAV-     980,496.2   (mgal)                       NAVD 88
 OA0544
 OA0544  VERT ORDER  -  FIRST     CLASS II
 OA0544
 OA0544.The horizontal coordinates were scaled from a topographic map and have
 OA0544.an estimated accuracy of +/- 6 seconds.
 OA0544
 OA0544.The orthometric height was determined by differential leveling
 OA0544.and adjusted in June 1991.
 OA0544
 OA0544.The geoid height was determined by GEOID03.
 OA0544
 OA0544.The dynamic height is computed by dividing the NAVD 88
 OA0544.geopotential number by the normal gravity value computed on the
 OA0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0544.degrees latitude (g = 980.6199 gals.).
 OA0544
 OA0544.The modeled gravity was interpolated from observed gravity values.
 OA0544
 OA0544;                    North         East    Units  Estimated Accuracy
 OA0544;SPC OR S     -   209,420.    1,198,980.      MT  (+/- 180 meters Scaled)
 OA0544
 OA0544                          SUPERSEDED SURVEY CONTROL
 OA0544
 OA0544  NGVD 29 (??/??/92)    8.378  (m)           27.49   (f) ADJ UNCH    1 2
 OA0544
 OA0544.Superseded values are not recommended for survey control.
 OA0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0544.See file dsdata.txt to determine how the superseded data were derived.
 OA0544
 OA0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP011161(NAD 83)
 OA0544_MARKER: DB = BENCH MARK DISK
 OA0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA0544_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OA0544_STAMPING: F 58 1931
 OA0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0544+STABILITY: SURFACE MOTION
 OA0544
 OA0544  HISTORY     - Date     Condition        Report By
 OA0544  HISTORY     - 1931     MONUMENTED       CGS
 OA0544  HISTORY     - 1970     GOOD             USGS
 OA0544  HISTORY     - 1987     MARK NOT FOUND   NGS
 OA0544
 OA0544                          STATION DESCRIPTION
 OA0544
 OA0544'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 OA0544'IN HAUSER.
 OA0544'AT HAUSER, COOS COUNTY, ABOUT 50 FEET SOUTH OF THE SOUTHERN PACIFIC
 OA0544'RAILROAD SIGN AT HAUSER, OPPOSITE CULVERT 759 C TRACK.  18 FEET NORTH
 OA0544'OF TOP OF BANK, 7 FEET NORTH OF A 18 INCH FIR TREE.  A STANDARD DISK
 OA0544'STAMPED F 58 1931 AND SET IN TOP OF SQUARE CONCRETE POST FLUSH WITH
 OA0544'GROUND.
 OA0544
 OA0544                          STATION RECOVERY (1987)
 OA0544
 OA0544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 OA0544'THERE IS NOW A DITCH AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0154 ***********************************************************************
 NW0154  DESIGNATION -  F 588
 NW0154  PID         -  NW0154
 NW0154  STATE/COUNTY-  OR/MALHEUR
 NW0154  USGS QUAD   -  THREE FORKS (1980)
 NW0154
 NW0154                         *CURRENT SURVEY CONTROL
 NW0154  ___________________________________________________________________
 NW0154* NAD 83(1986)-  42 33 18.     (N)    117 09 15.     (W)     SCALED    
 NW0154* NAVD 88     -      1466.062  (meters)    4809.91   (feet)  ADJUSTED  
 NW0154  ___________________________________________________________________
 NW0154  GEOID HEIGHT-         -17.43  (meters)                     GEOID03
 NW0154  DYNAMIC HT  -        1465.162 (meters)    4806.95  (feet)  COMP
 NW0154  MODELED GRAV-     979,955.8   (mgal)                       NAVD 88
 NW0154
 NW0154  VERT ORDER  -  SECOND    CLASS 0
 NW0154
 NW0154.The horizontal coordinates were scaled from a topographic map and have
 NW0154.an estimated accuracy of +/- 6 seconds.
 NW0154
 NW0154.The orthometric height was determined by differential leveling
 NW0154.and adjusted in June 1991.
 NW0154
 NW0154.The geoid height was determined by GEOID03.
 NW0154
 NW0154.The dynamic height is computed by dividing the NAVD 88
 NW0154.geopotential number by the normal gravity value computed on the
 NW0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0154.degrees latitude (g = 980.6199 gals.).
 NW0154
 NW0154.The modeled gravity was interpolated from observed gravity values.
 NW0154
 NW0154;                    North         East    Units  Estimated Accuracy
 NW0154;SPC OR S     -   104,170.    1,774,700.      MT  (+/- 180 meters Scaled)
 NW0154
 NW0154                          SUPERSEDED SURVEY CONTROL
 NW0154
 NW0154  NGVD 29 (??/??/92) 1464.954  (m)         4806.27   (f) ADJ UNCH    2 0
 NW0154
 NW0154.Superseded values are not recommended for survey control.
 NW0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0154.See file dsdata.txt to determine how the superseded data were derived.
 NW0154
 NW0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH873114(NAD 83)
 NW0154_MARKER: DB = BENCH MARK DISK
 NW0154_SETTING: 66 = SET IN ROCK OUTCROP
 NW0154_SP_SET: OUTCROP
 NW0154_STAMPING: F 588 1963
 NW0154_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0154+STABILITY: POSITION/ELEVATION WELL
 NW0154
 NW0154  HISTORY     - Date     Condition        Report By
 NW0154  HISTORY     - 1963     MONUMENTED       CGS
 NW0154
 NW0154                          STATION DESCRIPTION
 NW0154
 NW0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 NW0154'35.55 MI S FROM JORDAN VALLEY.
 NW0154'22.6 MILES SOUTH ALONG A GRAVELED ROAD FROM THE JORDAN VALLEY HOTEL AT
 NW0154'JORDAN VALLEY, THENCE 12.95 MILES SOUTHWEST ALONG A DIRT ROAD, AT THE
 NW0154'TOP OF THE NORTH RIM OF THREE FORKS CANYON, 22 FEET SOUTHEAST OF THE
 NW0154'CENTER LINE OF THE ROAD, IN THE TOP OF A 5 BY 15-FOOT OUTCROP
 NW0154'PROJECTING 1.0 FOOT ABOVE THE GROUND, 68 FEET SOUTHWEST OF THE EAST
 NW0154'END OF A GATE ACROSS THE ROAD, 0.5 FOOT EAST OF A WITNESS POST, AND
 NW0154'ABOUT 1 1/2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0149 ***********************************************************************
 NX0149  DESIGNATION -  F 589
 NX0149  PID         -  NX0149
 NX0149  STATE/COUNTY-  OR/LAKE
 NX0149  USGS QUAD   -  ADEL (1968)
 NX0149
 NX0149                         *CURRENT SURVEY CONTROL
 NX0149  ___________________________________________________________________
 NX0149* NAD 83(1986)-  42 09 05.     (N)    119 53 32.     (W)     SCALED    
 NX0149* NAVD 88     -      1371.038  (meters)    4498.15   (feet)  ADJUSTED  
 NX0149  ___________________________________________________________________
 NX0149  GEOID HEIGHT-         -20.73  (meters)                     GEOID03
 NX0149  DYNAMIC HT  -        1370.116 (meters)    4495.12  (feet)  COMP
 NX0149  MODELED GRAV-     979,902.5   (mgal)                       NAVD 88
 NX0149
 NX0149  VERT ORDER  -  SECOND    CLASS 0
 NX0149
 NX0149.The horizontal coordinates were scaled from a topographic map and have
 NX0149.an estimated accuracy of +/- 6 seconds.
 NX0149
 NX0149.The orthometric height was determined by differential leveling
 NX0149.and adjusted in June 1991.
 NX0149
 NX0149.The geoid height was determined by GEOID03.
 NX0149
 NX0149.The dynamic height is computed by dividing the NAVD 88
 NX0149.geopotential number by the normal gravity value computed on the
 NX0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0149.degrees latitude (g = 980.6199 gals.).
 NX0149
 NX0149.The modeled gravity was interpolated from observed gravity values.
 NX0149
 NX0149;                    North         East    Units  Estimated Accuracy
 NX0149;SPC OR S     -    54,030.    1,550,240.      MT  (+/- 180 meters Scaled)
 NX0149
 NX0149                          SUPERSEDED SURVEY CONTROL
 NX0149
 NX0149  NGVD 29 (??/??/92) 1369.84   (m)         4494.2    (f) COMPUTED    2 0
 NX0149
 NX0149.Superseded values are not recommended for survey control.
 NX0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NX0149.See file dsdata.txt to determine how the superseded data were derived.
 NX0149
 NX0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKG610706(NAD 83)
 NX0149_MARKER: DB = BENCH MARK DISK
 NX0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NX0149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NX0149_STAMPING: F 589 1965
 NX0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NX0149+STABILITY: SURFACE MOTION
 NX0149
 NX0149  HISTORY     - Date     Condition        Report By
 NX0149  HISTORY     - 1965     MONUMENTED       CGS
 NX0149
 NX0149                          STATION DESCRIPTION
 NX0149
 NX0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 NX0149'3.4 MI E FROM ADEL.
 NX0149'2.1 MILES SOUTHWEST ALONG A ROAD FROM THE STORE AT ADEL, THENCE 1.3
 NX0149'MILES EAST ALONG A ROAD, AT THE JUNCTION OF A ROAD SOUTHWEST TO A
 NX0149'HOUSE AND SHEDS, 49 FEET NORTH OF THE CENTER LINE OF THE ROAD, 10 FEET
 NX0149'EAST OF A GATE POST, 5.0 FEET SOUTH OF A FENCE, 3.0 FEET EAST OF A
 NX0149'WITNESS POST, ABOUT 2 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF
 NX0149'A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB1008 ***********************************************************************
 RB1008  DESIGNATION -  F 592
 RB1008  PID         -  RB1008
 RB1008  STATE/COUNTY-  OR/MORROW
 RB1008  USGS QUAD   -  GOLGOTHA BUTTE (1993)
 RB1008
 RB1008                         *CURRENT SURVEY CONTROL
 RB1008  ___________________________________________________________________
 RB1008* NAD 83(1986)-  45 48 56.     (N)    119 55 18.     (W)     SCALED    
 RB1008* NAVD 88     -       114.922  (meters)     377.04   (feet)  ADJUSTED  
 RB1008  ___________________________________________________________________
 RB1008  GEOID HEIGHT-         -21.79  (meters)                     GEOID03
 RB1008  DYNAMIC HT  -         114.921 (meters)     377.04  (feet)  COMP
 RB1008  MODELED GRAV-     980,608.7   (mgal)                       NAVD 88
 RB1008
 RB1008  VERT ORDER  -  FIRST     CLASS I
 RB1008
 RB1008.The horizontal coordinates were scaled from a topographic map and have
 RB1008.an estimated accuracy of +/- 6 seconds.
 RB1008
 RB1008.The orthometric height was determined by differential leveling
 RB1008.and adjusted in June 1991.
 RB1008
 RB1008.The geoid height was determined by GEOID03.
 RB1008
 RB1008.The dynamic height is computed by dividing the NAVD 88
 RB1008.geopotential number by the normal gravity value computed on the
 RB1008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB1008.degrees latitude (g = 980.6199 gals.).
 RB1008
 RB1008.The modeled gravity was interpolated from observed gravity values.
 RB1008
 RB1008;                    North         East    Units  Estimated Accuracy
 RB1008;SPC OR N     -   238,960.    2,544,950.      MT  (+/- 180 meters Scaled)
 RB1008
 RB1008                          SUPERSEDED SURVEY CONTROL
 RB1008
 RB1008  NGVD 29 (??/??/92)  113.913  (m)          373.73   (f) ADJ UNCH    1 1
 RB1008
 RB1008.Superseded values are not recommended for survey control.
 RB1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1008.See file dsdata.txt to determine how the superseded data were derived.
 RB1008
 RB1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKL730777(NAD 83)
 RB1008_MARKER: DD = SURVEY DISK
 RB1008_SETTING: 66 = SET IN ROCK OUTCROP
 RB1008_SP_SET: OUTCROP
 RB1008_STAMPING: F 592 1965 C 523-2
 RB1008_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RB1008+STABILITY: POSITION/ELEVATION WELL
 RB1008
 RB1008  HISTORY     - Date     Condition        Report By
 RB1008  HISTORY     - 1965     MONUMENTED       ORDT
 RB1008  HISTORY     - 1968     GOOD             NGS
 RB1008  HISTORY     - 1987     GOOD             USPSQD
 RB1008  HISTORY     - 1988     GOOD             USPSQD
 RB1008  HISTORY     - 1989     GOOD             USPSQD
 RB1008
 RB1008                          STATION DESCRIPTION
 RB1008
 RB1008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RB1008'10.85 MI W FROM BOARDMAN.
 RB1008'10.85 MILES WEST ALONG INTERSTATE HIGHWAY 80 N FROM THE OVERPASS AT
 RB1008'BOARDMAN, 0.1 MILE WEST OF MILEPOST 152, IN THE TOP OF AN OUTCROP
 RB1008'WHICH PROJECTS ABOUT 1/2 FOOT ABOVE THE GROUND, 98 FEET NORTH OF THE
 RB1008'CENTER LINE OF THE WEST BOUND LANES OF THE HIGHWAY, 23 FEET SOUTHEAST
 RB1008'OF THE SECOND TELEPHONE POLE EAST OF RAILROAD MILEPOST 153, 1.5 FEET
 RB1008'SOUTH OF A FENCE, 6.0 FEET WEST OF A WITNESS POST, AND ABOUT 1 FOOT
 RB1008'LOWER THAN THE HIGHWAY.
 RB1008
 RB1008                          STATION RECOVERY (1987)
 RB1008
 RB1008'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWE)
 RB1008'RECOVERED IN GOOD CONDITION.
 RB1008
 RB1008                          STATION RECOVERY (1988)
 RB1008
 RB1008'RECOVERY NOTE BY US POWER SQUADRON 1988 (RCC)
 RB1008'RECOVERED IN GOOD CONDITION.
 RB1008
 RB1008                          STATION RECOVERY (1989)
 RB1008
 RB1008'RECOVERY NOTE BY US POWER SQUADRON 1989 (RCC)
 RB1008'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH0906 ***********************************************************************
 OH0906  DESIGNATION -  F 601
 OH0906  PID         -  OH0906
 OH0906  STATE/COUNTY-  OR/MALHEUR
 OH0906  USGS QUAD   -  MC CAIN CREEK (1969)
 OH0906
 OH0906                         *CURRENT SURVEY CONTROL
 OH0906  ___________________________________________________________________
 OH0906* NAD 83(1986)-  43 09 18.     (N)    117 17 15.     (W)     SCALED    
 OH0906* NAVD 88     -      1446.257  (meters)    4744.93   (feet)  ADJUSTED  
 OH0906  ___________________________________________________________________
 OH0906  GEOID HEIGHT-         -17.20  (meters)                     GEOID03
 OH0906  DYNAMIC HT  -        1445.508 (meters)    4742.47  (feet)  COMP
 OH0906  MODELED GRAV-     980,050.4   (mgal)                       NAVD 88
 OH0906
 OH0906  VERT ORDER  -  SECOND    CLASS 0
 OH0906
 OH0906.The horizontal coordinates were scaled from a topographic map and have
 OH0906.an estimated accuracy of +/- 6 seconds.
 OH0906
 OH0906.The orthometric height was determined by differential leveling
 OH0906.and adjusted in June 1991.
 OH0906
 OH0906.The geoid height was determined by GEOID03.
 OH0906
 OH0906.The dynamic height is computed by dividing the NAVD 88
 OH0906.geopotential number by the normal gravity value computed on the
 OH0906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0906.degrees latitude (g = 980.6199 gals.).
 OH0906
 OH0906.The modeled gravity was interpolated from observed gravity values.
 OH0906
 OH0906;                    North         East    Units  Estimated Accuracy
 OH0906;SPC OR S     -   170,340.    1,761,200.      MT  (+/- 180 meters Scaled)
 OH0906
 OH0906                          SUPERSEDED SURVEY CONTROL
 OH0906
 OH0906  NGVD 29 (??/??/92) 1445.191  (m)         4741.43   (f) ADJ UNCH    2 0
 OH0906
 OH0906.Superseded values are not recommended for survey control.
 OH0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0906.See file dsdata.txt to determine how the superseded data were derived.
 OH0906
 OH0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH766780(NAD 83)
 OH0906_MARKER: DB = BENCH MARK DISK
 OH0906_SETTING: 80 = SET IN A BOULDER
 OH0906_SP_SET: LAVA BOULDER
 OH0906_STAMPING: F 601 1966
 OH0906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0906+STABILITY: SURFACE MOTION
 OH0906
 OH0906  HISTORY     - Date     Condition        Report By
 OH0906  HISTORY     - 1966     MONUMENTED       CGS
 OH0906
 OH0906                          STATION DESCRIPTION
 OH0906
 OH0906'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OH0906'22.2 MI NW FROM JORDAN VALLEY.
 OH0906'7.7 MILES NORTH ALONG U.S. HIGHWAY 95 FROM THE SCHOOL AT JORDAN
 OH0906'VALLEY, THENCE 14.5 MILES WEST ALONG JORDAN CRATER ROAD, ALONG THE
 OH0906'SOUTHWEST BANK OF A DRY WASH, IN THE TOP OF A LARGE LAVA BOULDER
 OH0906'PROJECTING ABOUT 4 FEET, 268 FEET NORTHEAST OF THE CENTER LINE OF THE
 OH0906'ROAD, ABOUT 50 FEET SOUTHWEST OF THE CENTER OF THE WASH, 118.9 FEET
 OH0906'NORTHEAST OF A WITNESS POST, AND ABOUT 15 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH0892 ***********************************************************************
 OH0892  DESIGNATION -  F 602
 OH0892  PID         -  OH0892
 OH0892  STATE/COUNTY-  OR/MALHEUR
 OH0892  USGS QUAD   -  HOOKER CREEK (1969)
 OH0892
 OH0892                         *CURRENT SURVEY CONTROL
 OH0892  ___________________________________________________________________
 OH0892* NAD 83(1986)-  43 05 22.     (N)    117 06 10.     (W)     SCALED    
 OH0892* NAVD 88     -      1372.052  (meters)    4501.47   (feet)  ADJUSTED  
 OH0892  ___________________________________________________________________
 OH0892  GEOID HEIGHT-         -16.96  (meters)                     GEOID03
 OH0892  DYNAMIC HT  -        1371.325 (meters)    4499.09  (feet)  COMP
 OH0892  MODELED GRAV-     980,042.3   (mgal)                       NAVD 88
 OH0892
 OH0892  VERT ORDER  -  SECOND    CLASS 0
 OH0892
 OH0892.The horizontal coordinates were scaled from a topographic map and have
 OH0892.an estimated accuracy of +/- 6 seconds.
 OH0892
 OH0892.The orthometric height was determined by differential leveling
 OH0892.and adjusted in June 1991.
 OH0892
 OH0892.The geoid height was determined by GEOID03.
 OH0892
 OH0892.The dynamic height is computed by dividing the NAVD 88
 OH0892.geopotential number by the normal gravity value computed on the
 OH0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0892.degrees latitude (g = 980.6199 gals.).
 OH0892
 OH0892.The modeled gravity was interpolated from observed gravity values.
 OH0892
 OH0892;                    North         East    Units  Estimated Accuracy
 OH0892;SPC OR S     -   163,650.    1,776,510.      MT  (+/- 180 meters Scaled)
 OH0892
 OH0892                          SUPERSEDED SURVEY CONTROL
 OH0892
 OH0892  NGVD 29 (??/??/92) 1370.986  (m)         4497.98   (f) ADJ UNCH    2 0
 OH0892
 OH0892.Superseded values are not recommended for survey control.
 OH0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0892.See file dsdata.txt to determine how the superseded data were derived.
 OH0892
 OH0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH916707(NAD 83)
 OH0892_MARKER: DB = BENCH MARK DISK
 OH0892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0892_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0892_STAMPING: F 602 1966
 OH0892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0892+STABILITY: SURFACE MOTION
 OH0892
 OH0892  HISTORY     - Date     Condition        Report By
 OH0892  HISTORY     - 1966     MONUMENTED       CGS
 OH0892
 OH0892                          STATION DESCRIPTION
 OH0892
 OH0892'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OH0892'9.65 MI NW FROM JORDAN VALLEY.
 OH0892'7.7 MILES NORTH ALONG U.S. HIGHWAY 95 FROM THE SCHOOL AT JORDAN
 OH0892'VALLEY, THENCE 1.95 MILES WEST ALONG JORDAN CRATER ROAD, 0.2 MILE WEST
 OH0892'OF A SMALL WOODEN BRIDGE AND A FENCED TEST PLOT FOR GRASS, 0.35 MILE
 OH0892'EAST OF THE T JUNCTION OF TELEPHONE LINES, 66 FEET NORTH OF THE CENTER
 OH0892'LINE OF THE ROAD, 1 1/2 FEET WEST OF A TELEPHONE POLE, 2.0 FEET SOUTH
 OH0892'OF A FENCE, 2.0 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE
 OH0892'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 OH0892'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH0967 ***********************************************************************
 OH0967  DESIGNATION -  F 603
 OH0967  PID         -  OH0967
 OH0967  STATE/COUNTY-  OR/MALHEUR
 OH0967  USGS QUAD   -  COPELAND RESERVOIRS (1972)
 OH0967
 OH0967                         *CURRENT SURVEY CONTROL
 OH0967  ___________________________________________________________________
 OH0967* NAD 83(1986)-  43 24 31.     (N)    117 42 55.     (W)     SCALED    
 OH0967* NAVD 88     -      1320.391  (meters)    4331.98   (feet)  ADJUSTED  
 OH0967  ___________________________________________________________________
 OH0967  GEOID HEIGHT-         -17.78  (meters)                     GEOID03
 OH0967  DYNAMIC HT  -        1319.739 (meters)    4329.84  (feet)  COMP
 OH0967  MODELED GRAV-     980,079.5   (mgal)                       NAVD 88
 OH0967
 OH0967  VERT ORDER  -  SECOND    CLASS 0
 OH0967
 OH0967.The horizontal coordinates were scaled from a topographic map and have
 OH0967.an estimated accuracy of +/- 6 seconds.
 OH0967
 OH0967.The orthometric height was determined by differential leveling
 OH0967.and adjusted in June 1991.
 OH0967
 OH0967.The geoid height was determined by GEOID03.
 OH0967
 OH0967.The dynamic height is computed by dividing the NAVD 88
 OH0967.geopotential number by the normal gravity value computed on the
 OH0967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0967.degrees latitude (g = 980.6199 gals.).
 OH0967
 OH0967.The modeled gravity was interpolated from observed gravity values.
 OH0967
 OH0967;                    North         East    Units  Estimated Accuracy
 OH0967;SPC OR S     -   197,250.    1,725,500.      MT  (+/- 180 meters Scaled)
 OH0967
 OH0967                          SUPERSEDED SURVEY CONTROL
 OH0967
 OH0967  NGVD 29 (??/??/92) 1319.263  (m)         4328.28   (f) ADJ UNCH    2 0
 OH0967
 OH0967.Superseded values are not recommended for survey control.
 OH0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0967.See file dsdata.txt to determine how the superseded data were derived.
 OH0967
 OH0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ420064(NAD 83)
 OH0967_MARKER: DB = BENCH MARK DISK
 OH0967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0967_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0967_STAMPING: F 603 1966
 OH0967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0967+STABILITY: SURFACE MOTION
 OH0967
 OH0967  HISTORY     - Date     Condition        Report By
 OH0967  HISTORY     - 1966     MONUMENTED       CGS
 OH0967
 OH0967                          STATION DESCRIPTION
 OH0967
 OH0967'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OH0967'39.4 MI S FROM HARPER.
 OH0967'37.0 MILES SOUTH ALONG CROWLEY ROAD FROM THE JUNCTION OF U.S. HIGHWAY
 OH0967'20 AT HARPER, THENCE 2.4 MILES EAST ALONG THE MUD FLAT RANCH ROAD,
 OH0967'0.15 MILE WEST OF A POINT WHERE THE ROAD STARTS UPHILL AND THE
 OH0967'JUNCTION OF A BLADED ROAD NORTH, 33 FEET NORTH OF THE CENTER LINE OF
 OH0967'THE ROAD, 2.0 FEET EAST OF A WITNESS POST, ABOUT 1/2 FOOT HIGHER THAN
 OH0967'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 OH0967'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH0934 ***********************************************************************
 OH0934  DESIGNATION -  F 604
 OH0934  PID         -  OH0934
 OH0934  STATE/COUNTY-  OR/MALHEUR
 OH0934  USGS QUAD   -  DIAMOND BUTTE (1967)
 OH0934
 OH0934                         *CURRENT SURVEY CONTROL
 OH0934  ___________________________________________________________________
 OH0934* NAD 83(1986)-  43 15 36.     (N)    117 29 59.     (W)     SCALED    
 OH0934* NAVD 88     -       828.764  (meters)    2719.04   (feet)  ADJUSTED  
 OH0934  ___________________________________________________________________
 OH0934  GEOID HEIGHT-         -17.80  (meters)                     GEOID03
 OH0934  DYNAMIC HT  -         828.413 (meters)    2717.89  (feet)  COMP
 OH0934  MODELED GRAV-     980,169.5   (mgal)                       NAVD 88
 OH0934
 OH0934  VERT ORDER  -  SECOND    CLASS 0
 OH0934
 OH0934.The horizontal coordinates were scaled from a topographic map and have
 OH0934.an estimated accuracy of +/- 6 seconds.
 OH0934
 OH0934.The orthometric height was determined by differential leveling
 OH0934.and adjusted in June 1991.
 OH0934
 OH0934.The geoid height was determined by GEOID03.
 OH0934
 OH0934.The dynamic height is computed by dividing the NAVD 88
 OH0934.geopotential number by the normal gravity value computed on the
 OH0934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0934.degrees latitude (g = 980.6199 gals.).
 OH0934
 OH0934.The modeled gravity was interpolated from observed gravity values.
 OH0934
 OH0934;                    North         East    Units  Estimated Accuracy
 OH0934;SPC OR S     -   181,350.    1,743,530.      MT  (+/- 180 meters Scaled)
 OH0934
 OH0934                          SUPERSEDED SURVEY CONTROL
 OH0934
 OH0934  NGVD 29 (??/??/92)  827.720  (m)         2715.61   (f) ADJ UNCH    2 0
 OH0934
 OH0934.Superseded values are not recommended for survey control.
 OH0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0934.See file dsdata.txt to determine how the superseded data were derived.
 OH0934
 OH0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH594898(NAD 83)
 OH0934_MARKER: DB = BENCH MARK DISK
 OH0934_SETTING: 80 = SET IN A BOULDER
 OH0934_SP_SET: BOULDER
 OH0934_STAMPING: F 604 1966
 OH0934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0934+STABILITY: SURFACE MOTION
 OH0934
 OH0934  HISTORY     - Date     Condition        Report By
 OH0934  HISTORY     - 1966     MONUMENTED       CGS
 OH0934
 OH0934                          STATION DESCRIPTION
 OH0934
 OH0934'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OH0934'62.8 MI SE FROM HARPER.
 OH0934'37.0 MILES SOUTH ALONG CROWLEY ROAD FROM THE JUNCTION OF U.S. HIGHWAY
 OH0934'20 AT HARPER, THENCE 9.8 MILES EAST ALONG THE MUD FLAT RANCH ROAD,
 OH0934'THENCE 0.35 MILE NORTH ALONG A DIRT ROAD, THENCE 9.75 MILES EAST ALONG
 OH0934'A DIRT ROAD, THENCE 5.9 MILES SOUTH ALONG A DIRT ROAD ALONG THE WEST
 OH0934'SIDE OF OWYHEE RIVER, ABOUT 0.1 MILE NORTH OF GRIFFITH RANCHHOUSE,
 OH0934'ABOUT MIDWAY BETWEEN TWO SMALL ROCK COVERED HILLS, IN THE TOP OF A
 OH0934'LAVA BOULDER PROJECTING ABOUT 1 FOOT, 37 FEET WEST OF THE CENTER LINE
 OH0934'OF THE ROAD, 1.3 FEET NORTH OF A WITNESS POST, AND ABOUT 2 1/2 FEET
 OH0934'HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD4237 ***********************************************************************
 RD4237  CBN         -  This is a Cooperative Base Network Control Station.
 RD4237  DESIGNATION -  F 609
 RD4237  PID         -  RD4237
 RD4237  STATE/COUNTY-  OR/MULTNOMAH
 RD4237  USGS QUAD   -  DAMASCUS (1984)
 RD4237
 RD4237                         *CURRENT SURVEY CONTROL
 RD4237  ___________________________________________________________________
 RD4237* NAD 83(2007)-  45 28 29.30868(N)    122 23 46.92175(W)     ADJUSTED  
 RD4237* NAVD 88     -       141.6    (meters)     465.     (feet)  GPS OBS   
 RD4237  ___________________________________________________________________
 RD4237  EPOCH DATE  -        2007.00
 RD4237  X           -  -2,400,375.177 (meters)                     COMP
 RD4237  Y           -  -3,782,916.198 (meters)                     COMP
 RD4237  Z           -   4,524,591.068 (meters)                     COMP
 RD4237  LAPLACE CORR-           1.82  (seconds)                    DEFLEC99
 RD4237  ELLIP HEIGHT-         118.888 (meters)          (02/10/07) ADJUSTED
 RD4237  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 RD4237
 RD4237  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 RD4237  Type    PID    Designation                      North   East  Ellip
 RD4237  -------------------------------------------------------------------
 RD4237  NETWORK RD4237 F 609                             0.51   0.39   1.29
 RD4237  -------------------------------------------------------------------
 RD4237
 RD4237.The horizontal coordinates were established by GPS observations
 RD4237.and adjusted by the National Geodetic Survey in February 2007.
 RD4237
 RD4237.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 RD4237.See www.ngs.noaa.gov/NationalReadjustment for more information.
 RD4237.The horizontal coordinates are valid at the epoch date displayed above.
 RD4237.The epoch date for horizontal control is a decimal equivalence
 RD4237.of Year/Month/Day.
 RD4237
 RD4237.The orthometric height was determined by GPS observations and a
 RD4237.high-resolution geoid model.
 RD4237
 RD4237.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RD4237
 RD4237.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD4237
 RD4237.The ellipsoidal height was determined by GPS observations
 RD4237.and is referenced to NAD 83.
 RD4237
 RD4237.The geoid height was determined by GEOID03.
 RD4237
 RD4237;                    North         East     Units Scale Factor Converg.
 RD4237;SPC OR N     -   202,664.748 2,351,744.666   MT  0.99990883   -1 20 41.6
 RD4237;SPC OR N     -   664,910.59  7,715,697.72   iFT  0.99990883   -1 20 41.6
 RD4237;UTM  10      - 5,035,874.943   547,180.916   MT  0.99962737   +0 25 49.3
 RD4237
 RD4237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD4237!SPC OR N     -   0.99998136  x   0.99990883  =   0.99989019
 RD4237!UTM  10      -   0.99998136  x   0.99962737  =   0.99960874
 RD4237
 RD4237                          SUPERSEDED SURVEY CONTROL
 RD4237
 RD4237  NAD 83(1998)-  45 28 29.30699(N)    122 23 46.92342(W) AD(       ) A
 RD4237  ELLIP H (04/24/00)  118.893  (m)                       GP(       ) 3 1
 RD4237  NAD 83(1991)-  45 28 29.30535(N)    122 23 46.92414(W) AD(       ) B
 RD4237  ELLIP H (02/25/91)  119.070  (m)                       GP(       ) 4 1
 RD4237  NGVD 29 (02/25/91)  140.6    (m)          461.     (f) GPS OBS     3  
 RD4237
 RD4237.Superseded values are not recommended for survey control.
 RD4237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4237.See file dsdata.txt to determine how the superseded data were derived.
 RD4237
 RD4237_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER4718135875(NAD 83)
 RD4237_MARKER: DD = SURVEY DISK
 RD4237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD4237_SP_SET: CONCRETE POST
 RD4237_STAMPING: F 609 1967
 RD4237_MARK LOGO: ORHD  
 RD4237_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD4237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD4237+STABILITY: SURFACE MOTION
 RD4237_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD4237+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2004
 RD4237
 RD4237  HISTORY     - Date     Condition        Report By
 RD4237  HISTORY     - 1967     MONUMENTED       ORDT
 RD4237  HISTORY     - 1986     GOOD             USPSQD
 RD4237  HISTORY     - 19890919 GOOD             NGS
 RD4237  HISTORY     - 19900521 GOOD
 RD4237  HISTORY     - 19910306 GOOD
 RD4237  HISTORY     - 19941102 GOOD             NOS
 RD4237  HISTORY     - 19980819 GOOD             NGS
 RD4237  HISTORY     - 20000219 GOOD             USPSQD
 RD4237  HISTORY     - 20001010 GOOD             OR-051
 RD4237  HISTORY     - 20041209 GOOD             USPSQD
 RD4237
 RD4237                          STATION DESCRIPTION
 RD4237
 RD4237'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1967
 RD4237'STATION IS LOCATED NEAR THE SOUTH EDGE OF GRESHAM, IN WIDE GRASS
 RD4237'MEDIAN FOR US HIGHWAY 26, ALONGSIDE THE NORTHBOUND LANES.
 RD4237'OWNERSHIP--STATE DEPARTMENT OF TRANSPORTATION.
 RD4237'TO REACH FROM THE JUNCTION OF HIGHWAY 26 AND MAIN STREET AT CITY PARK
 RD4237'IN GRESHAM, GO EAST ON HIGHWAY 26 (POWELL BOULEVARD) FOR 2.20 KM
 RD4237'(1.37 MI) TO A SLANTED CROSSROAD (BURNSIDE AVENUE).  BEAR RIGHT,
 RD4237'SOUTHEAST, ON HIGHWAY 26 FOR 2.04 KM (1.27 MI) TO A CROSSROAD
 RD4237'(HILLYARD ROAD).  CROSS INTERSECTION FOR 15 M (49.2 FT) START OF
 RD4237'HIGHWAY MEDIAN.  BEAR LEFT ONTO MEDIAN, KEEPING TO THE EAST EDGE, FOR
 RD4237'0.23 KM (0.14 MI) TO THE STATION.
 RD4237'MARK IS SET IN THE TOP OF A CHIPPED 30-CM SQUARE CONCRETE POST
 RD4237'PROJECTING 5 CM. IT IS 15.4 M (50.5 FT) WEST OF THE CENTER OF THE
 RD4237'NORTHBOUND LANES, 1 METER ABOVE THE HIGHWAY, 0.4 M (1.3 FT) EAST OF A
 RD4237'STEEL SIGN WITH LETTERS -USBM-, AND 0.4 M (1.3 FT) NORTH OF A
 RD4237'FIBERGLASS WITNESS POST.
 RD4237'NOTE--GROUND IS SOFT IN WET WEATHER.  ROAD SHOULDER IS ALSO SOFT AND
 RD4237'SANDY, MAY CAUSE PROBLEMS.
 RD4237
 RD4237                          STATION RECOVERY (1986)
 RD4237
 RD4237'RECOVERY NOTE BY US POWER SQUADRON 1986 (CWE)
 RD4237'RECOVERED IN GOOD CONDITION.
 RD4237
 RD4237                          STATION RECOVERY (1989)
 RD4237
 RD4237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 RD4237'THE STATION IS LOCATED ABOUT 24.1 KM (15.0 MI) SOUTHEAST OF VANCOUVER,
 RD4237'19.3 KM (12.0 MI) NORTH-NORTHEAST OF OREGON CITY, 12.9 KM (8.0 MI)
 RD4237'SOUTH OF WASHOUGAL, 2.3 KM (1.4 MI) SOUTHWEST OF GRESHAM, AND ON
 RD4237'RIGHT-OF-WAY FOR US HIGHWAY 26.
 RD4237'TO REACH FROM THE BUSINESS DISTRICT IN DOWNTOWN GRESHAM, GO EAST ON US
 RD4237'HIGHWAY 26 FOR 2.29 KM (1.42 MI) TO  A LARGE GRASSY AREA BETWEEN THE
 RD4237'NORTH AND SOUTH BOUND LANES OF THE HIGHWAY AND THE STATION ON THE
 RD4237'LEFT AT THE NORTH END OF A TRAFFIC ISLAND.
 RD4237'THE MARK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH
 RD4237'WITH THE GROUND SURFACE.  IT IS 235 M (771.0 FT) SOUTH OF THE
 RD4237'INTERSECTION OF HILLYARD ROAD AT MILE POST 15.6 AND 0.6 M (2.0 FT)
 RD4237'WEST OF A WOODEN WITNESS POST.
 RD4237
 RD4237                          STATION RECOVERY (1990)
 RD4237
 RD4237'RECOVERED 1990
 RD4237'RECOVERED IN GOOD CONDITION.
 RD4237
 RD4237                          STATION RECOVERY (1991)
 RD4237
 RD4237'RECOVERED 1991
 RD4237'RECOVERED IN GOOD CONDITION.
 RD4237
 RD4237                          STATION RECOVERY (1994)
 RD4237
 RD4237'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (JGF)
 RD4237'RECOVERED AS DESCRIBED.  THE MONUMENT IS  NOW SQUARE AND STANDS .1 M
 RD4237'(0.3 FT) ABOVE THE GROUND, AND THE STATION IS NOW MARKED BY A
 RD4237'FIBERGLASS WITNESS POST.
 RD4237
 RD4237                          STATION RECOVERY (1998)
 RD4237
 RD4237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CLS)
 RD4237'THE STATION IS LOCATED IN THE SOUTHEAST EDGE OF GRESHAM, ON THE
 RD4237'EASTERN EDGE OF A WIDE GRASSY MEDIAN BETWEEN EAST AND WEST BOUND U.S.
 RD4237'HIGHWAY 26 LANES, ABOUT 1.12 KM (0.70 MI) NORTH OF THE JUNCTION OF
 RD4237'ANDERSON ROAD, 0.64 KM (0.40 MI) NORTH OF HIGHWAY MILEPOST 16, 0.16 KM
 RD4237'(0.10 MI) SOUTH OF THE JUNCTION OF HILLYARD ROAD, AT THE TOP OF THE
 RD4237'WESTERN EDGE OF A SHARP DRAINAGE CUT ON THE WEST SIDE OF THE HIGHWAY
 RD4237'WESTBOUND LANES.  OWNERSHIP--OREGON STATE DEPARTMENT OF
 RD4237'TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 RD4237'HIGHWAY 26 (POWELL VALLEY ROAD) AND SE BURNSIDE ROAD, IN SOUTHEAST
 RD4237'GRESHAM, GO SOUTH ON HIGHWAY 26 FOR 2.0 KM (1.25 MI) TO THE JUNCTION
 RD4237'OF HILLYARD ROAD.  AT THIS POINT YOU MAY WANT TO ENTER THE CENTER
 RD4237'GRASSY HIGHWAY MEDIAN.  CONTINUE SOUTH ON HIGHWAY 26 (OR GRASS MEDIAN)
 RD4237'FOR 0.2 KM (0.10 MI) TO THE STATION ON THE LEFT.  THE STATION IS A
 RD4237'STATE HIGHWAY DEPARTMENT BM DISK SET IN TOP OF A 30 CM SQUARE CONCRETE
 RD4237'MONUMENT PROJECTING 10 CM ABOVE GROUND.  IT IS 188.4 M (618.1 FT)
 RD4237'SOUTH FROM ANOTHER ORDT BENCH MARK DESIGNATED AS -F 609- WHICH IS AT
 RD4237'THE SOUTH END OF THE PROTECTED TURN MEDIAN FOR HILLYARD ROAD, 61.4 M
 RD4237'(201.4 FT) SOUTH-SOUTHWEST FROM A HIGHWAY T-JUNCTION SIGN, 15.2 M
 RD4237'(49.9 FT) WEST-SOUTHWEST FROM THE CENTER OF THE WESTBOUND HIGHWAY
 RD4237'LANES, 0.4 M (1.3 FT) EAST FROM A METAL BM PADDLE SIGN, 0.35 M (1.15
 RD4237'FT) NORTH FROM A FIBERGLAS WITNESS POST, AND ABOUT 0.9 M (3.0 FT)
 RD4237'ABOVE THE HIGHWAY LANES.
 RD4237
 RD4237                          STATION RECOVERY (2000)
 RD4237
 RD4237'RECOVERY NOTE BY US POWER SQUADRON 2000
 RD4237'RECOVERED IN GOOD CONDITION.
 RD4237
 RD4237                          STATION RECOVERY (2000)
 RD4237
 RD4237'RECOVERY NOTE BY MULTNOMAH COUNTY OREGON 2000 (RH)
 RD4237'RECOVERED AS DESCRIBED
 RD4237'
 RD4237
 RD4237                          STATION RECOVERY (2004)
 RD4237
 RD4237'RECOVERY NOTE BY US POWER SQUADRON 2004 (DLM)
 RD4237'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0599 ***********************************************************************
 NY0599  DESIGNATION -  F 61
 NY0599  PID         -  NY0599
 NY0599  STATE/COUNTY-  OR/KLAMATH
 NY0599  USGS QUAD   -  SOLOMON BUTTE (1988)
 NY0599
 NY0599                         *CURRENT SURVEY CONTROL
 NY0599  ___________________________________________________________________
 NY0599* NAD 83(1986)-  42 44 49.     (N)    121 49 37.     (W)     SCALED    
 NY0599* NAVD 88     -      1381.747  (meters)    4533.28   (feet)  ADJUSTED  
 NY0599  ___________________________________________________________________
 NY0599  GEOID HEIGHT-         -21.99  (meters)                     GEOID03
 NY0599  DYNAMIC HT  -        1380.958 (meters)    4530.69  (feet)  COMP
 NY0599  MODELED GRAV-     980,001.6   (mgal)                       NAVD 88
 NY0599
 NY0599  VERT ORDER  -  FIRST     CLASS II
 NY0599
 NY0599.The horizontal coordinates were scaled from a topographic map and have
 NY0599.an estimated accuracy of +/- 6 seconds.
 NY0599
 NY0599.The orthometric height was determined by differential leveling
 NY0599.and adjusted in June 1991.
 NY0599.WARNING-Repeat measurements at this control monument indicate possible
 NY0599.vertical movement.
 NY0599
 NY0599.The geoid height was determined by GEOID03.
 NY0599
 NY0599.The dynamic height is computed by dividing the NAVD 88
 NY0599.geopotential number by the normal gravity value computed on the
 NY0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0599.degrees latitude (g = 980.6199 gals.).
 NY0599
 NY0599.The modeled gravity was interpolated from observed gravity values.
 NY0599
 NY0599;                    North         East    Units  Estimated Accuracy
 NY0599;SPC OR S     -   120,860.    1,391,370.      MT  (+/- 180 meters Scaled)
 NY0599
 NY0599                          SUPERSEDED SURVEY CONTROL
 NY0599
 NY0599  NGVD 29 (??/??/92) 1380.572  (m)         4529.43   (f) ADJ UNCH    1 2
 NY0599
 NY0599.Superseded values are not recommended for survey control.
 NY0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0599.See file dsdata.txt to determine how the superseded data were derived.
 NY0599
 NY0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN960333(NAD 83)
 NY0599_MARKER: DB = BENCH MARK DISK
 NY0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0599_SP_SET: SQUARE CONCRETE MONUMENT
 NY0599_STAMPING: F 61 1931 4529.079
 NY0599_MARK LOGO: CGS   
 NY0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0599+STABILITY: SURFACE MOTION
 NY0599_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NY0599+SATELLITE: SATELLITE OBSERVATIONS - July 05, 1988
 NY0599
 NY0599  HISTORY     - Date     Condition        Report By
 NY0599  HISTORY     - 1931     MONUMENTED       CGS
 NY0599  HISTORY     - 1954     GOOD             NGS
 NY0599  HISTORY     - 19860212 MARK NOT FOUND   USPSQD
 NY0599  HISTORY     - 19880705 GOOD             NGS
 NY0599
 NY0599                          STATION DESCRIPTION
 NY0599
 NY0599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NY0599'IN KIRK.
 NY0599'AT KIRK, ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD, 173 1/2 FEET
 NY0599'SOUTH OF THE SOUTH SIDE OF THE STATION, AT A ROAD CROSSING, ON THE
 NY0599'NORTHEAST SLOPE OF A 3-FOOT HIGH DIRT MOUND, 60 FEET SOUTH OF THE
 NY0599'CENTER LINE OF THE ROAD, 47.4 FEET EAST OF THE EAST RAIL OF THE EAST
 NY0599'TRACK, 1.0 FOOT EAST OF A WITNESS POST, ABOUT 1/2-FOOT LOWER THAN THE
 NY0599'SURFACE OF THE MOUND, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NY0599'ABOUT 1/2-FOOT ABOVE THE GROUND LEVEL.
 NY0599
 NY0599                          STATION RECOVERY (1986)
 NY0599
 NY0599'RECOVERY NOTE BY US POWER SQUADRON 1986 (JEB)
 NY0599'MARK NOT FOUND.
 NY0599
 NY0599                          STATION RECOVERY (1988)
 NY0599
 NY0599'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 NY0599'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  20.8 KM
 NY0599'(12.90 MI) NORTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 NY0599'JUNCTION OF STATE HIGHWAY 422 IN CHILOQUIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0918 ***********************************************************************
 NZ0918  DESIGNATION -  F 610
 NZ0918  PID         -  NZ0918
 NZ0918  STATE/COUNTY-  OR/JOSEPHINE
 NZ0918  USGS QUAD   -  GLENDALE (1986)
 NZ0918
 NZ0918                         *CURRENT SURVEY CONTROL
 NZ0918  ___________________________________________________________________
 NZ0918* NAD 83(1986)-  42 41 11.     (N)    123 23 25.     (W)     SCALED    
 NZ0918* NAVD 88     -       396.920  (meters)    1302.23   (feet)  ADJUSTED  
 NZ0918  ___________________________________________________________________
 NZ0918  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 NZ0918  DYNAMIC HT  -         396.795 (meters)    1301.82  (feet)  COMP
 NZ0918  MODELED GRAV-     980,295.1   (mgal)                       NAVD 88
 NZ0918
 NZ0918  VERT ORDER  -  FIRST     CLASS II
 NZ0918
 NZ0918.The horizontal coordinates were scaled from a topographic map and have
 NZ0918.an estimated accuracy of +/- 6 seconds.
 NZ0918
 NZ0918.The orthometric height was determined by differential leveling
 NZ0918.and adjusted in June 1991.
 NZ0918
 NZ0918.The geoid height was determined by GEOID03.
 NZ0918
 NZ0918.The dynamic height is computed by dividing the NAVD 88
 NZ0918.geopotential number by the normal gravity value computed on the
 NZ0918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0918.degrees latitude (g = 980.6199 gals.).
 NZ0918
 NZ0918.The modeled gravity was interpolated from observed gravity values.
 NZ0918
 NZ0918;                    North         East    Units  Estimated Accuracy
 NZ0918;SPC OR S     -   117,360.    1,263,190.      MT  (+/- 180 meters Scaled)
 NZ0918
 NZ0918                          SUPERSEDED SURVEY CONTROL
 NZ0918
 NZ0918.No superseded survey control is available for this station.
 NZ0918
 NZ0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN680260(NAD 83)
 NZ0918_MARKER: DB = BENCH MARK DISK
 NZ0918_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 NZ0918_SP_SET: HEADWALL
 NZ0918_STAMPING: F 610 12-66
 NZ0918_MARK LOGO: ORHD  
 NZ0918_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NZ0918+STABILITY: POSITION/ELEVATION WELL
 NZ0918
 NZ0918  HISTORY     - Date     Condition        Report By
 NZ0918  HISTORY     - 1966     MONUMENTED       ORHD
 NZ0918  HISTORY     - 1987     GOOD             NGS
 NZ0918
 NZ0918                          STATION DESCRIPTION
 NZ0918
 NZ0918'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 NZ0918'6.9 KM (4.30 MI) NORTH FROM SUNNY VALLEY.
 NZ0918'6.9 KM (4.30 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 5 FROM THE
 NZ0918'JUNCTION OF LARIAT DRIVE IN SUNNY VALLEY, IN TOP OF AND 1.0 M
 NZ0918'(3.3 FT) SOUTHEAST OF THE NORTHWEST END OF THE SOUTHWEST CONCRETE
 NZ0918'HEADWALL OF A LARGE CULVERT SPANNING COYOTE CREEK, AND 17.1 M
 NZ0918'(56.1 FT) SOUTHWEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE
 NZ0918'HIGHWAY.
 NZ0918'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0770 ***********************************************************************
 QE0770  DESIGNATION -  F 619
 QE0770  PID         -  QE0770
 QE0770  STATE/COUNTY-  OR/MARION
 QE0770  USGS QUAD   -  SALEM EAST (1986)
 QE0770
 QE0770                         *CURRENT SURVEY CONTROL
 QE0770  ___________________________________________________________________
 QE0770* NAD 83(1986)-  44 52 57.     (N)    122 59 55.     (W)     SCALED    
 QE0770* NAVD 88     -        98.689  (meters)     323.78   (feet)  ADJUSTED  
 QE0770  ___________________________________________________________________
 QE0770  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 QE0770  DYNAMIC HT  -          98.684 (meters)     323.77  (feet)  COMP
 QE0770  MODELED GRAV-     980,561.0   (mgal)                       NAVD 88
 QE0770
 QE0770  VERT ORDER  -  FIRST     CLASS II
 QE0770
 QE0770.The horizontal coordinates were scaled from a topographic map and have
 QE0770.an estimated accuracy of +/- 6 seconds.
 QE0770
 QE0770.The orthometric height was determined by differential leveling
 QE0770.and adjusted in June 1991.
 QE0770
 QE0770.The geoid height was determined by GEOID03.
 QE0770
 QE0770.The dynamic height is computed by dividing the NAVD 88
 QE0770.geopotential number by the normal gravity value computed on the
 QE0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0770.degrees latitude (g = 980.6199 gals.).
 QE0770
 QE0770.The modeled gravity was interpolated from observed gravity values.
 QE0770
 QE0770;                    North         East    Units  Estimated Accuracy
 QE0770;SPC OR N     -   138,160.    2,302,640.      MT  (+/- 180 meters Scaled)
 QE0770
 QE0770                          SUPERSEDED SURVEY CONTROL
 QE0770
 QE0770  NGVD 29 (??/??/92)   97.664  (m)          320.42   (f) ADJ UNCH    1 2
 QE0770
 QE0770.Superseded values are not recommended for survey control.
 QE0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0770.See file dsdata.txt to determine how the superseded data were derived.
 QE0770
 QE0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ001698(NAD 83)
 QE0770_MARKER: DD = SURVEY DISK
 QE0770_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QE0770_SP_SET: CURB
 QE0770_STAMPING: F 619 1968
 QE0770_MARK LOGO: ORHD  
 QE0770_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0770
 QE0770  HISTORY     - Date     Condition        Report By
 QE0770  HISTORY     - 1968     MONUMENTED       ORHD
 QE0770  HISTORY     - 1987     GOOD             USPSQD
 QE0770  HISTORY     - 1987     GOOD             NGS
 QE0770  HISTORY     - 1990     GOOD             USPSQD
 QE0770  HISTORY     - 20060327 MARK NOT FOUND   USPSQD
 QE0770
 QE0770                          STATION DESCRIPTION
 QE0770
 QE0770'DESCRIBED BY OREGON HIGHWAY DEPARTMENT 1968
 QE0770'6.3 MI SE FROM SALEM.
 QE0770'2.57 MILES SOUTH ALONG US INTERSTATE 5 FROM THE NORTH SANTIAM
 QE0770'INTERCHANGE (ORE22), IN THE NORTHEAST CORNER OF THE STRUCTURE OVER
 QE0770'BOONE ROAD, IN THE NORTH BOUND LANES OF I-5.  A OREGON STATE HIGHWAY
 QE0770'DEPT.  STANDARD DISK, STAMPED F 619 1968.
 QE0770
 QE0770                          STATION RECOVERY (1987)
 QE0770
 QE0770'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWE)
 QE0770'RECOVERED IN GOOD CONDITION.
 QE0770
 QE0770                          STATION RECOVERY (1987)
 QE0770
 QE0770'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE0770'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  11.7 KM
 QE0770'(7.25 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 5 FROM ITS JUNCTION WITH
 QE0770'STATE HIGHWAY 99E IN SALEM, IN THE NORTH END OF THE EAST CURB OF THE
 QE0770'NORTHBOUND HIGHWAY OVERPASS OF BOONE ROAD SOUTHEAST, 4.8 M (15.7 FT)
 QE0770'EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 1.1 M
 QE0770'(3.6 FT) SOUTH OF THE NORTH END OF THE CURB, AND 0.2 M (0.7 FT) WEST
 QE0770'OF A GUARDRAIL.
 QE0770'THE MARK IS 0.2 M ABOVE THE HIGHWAY.
 QE0770
 QE0770                          STATION RECOVERY (1990)
 QE0770
 QE0770'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCB)
 QE0770'RECOVERED IN GOOD CONDITION.
 QE0770
 QE0770                          STATION RECOVERY (2006)
 QE0770
 QE0770'RECOVERY NOTE BY US POWER SQUADRON 2006 (RJH)
 QE0770'CONCRETE BARRIERS RECENTLY ADDED TO N AND S SIDES OF OVERPASS LOCATED
 QE0770'3 FEET INSIDE OF EDGE (PROVIDES PROTECTED WALKWAY).  MARK LOCATION
 QE0770'COVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0355 ***********************************************************************
 PB0355  DESIGNATION -  F 62
 PB0355  PID         -  PB0355
 PB0355  STATE/COUNTY-  OR/KLAMATH
 PB0355  USGS QUAD   -  CRYDER BUTTE (1981)
 PB0355
 PB0355                         *CURRENT SURVEY CONTROL
 PB0355  ___________________________________________________________________
 PB0355* NAD 83(1986)-  43 30 49.     (N)    121 39 18.     (W)     SCALED    
 PB0355* NAVD 88     -      1331.309  (meters)    4367.80   (feet)  ADJUSTED  
 PB0355  ___________________________________________________________________
 PB0355  GEOID HEIGHT-         -21.11  (meters)                     GEOID03
 PB0355  DYNAMIC HT  -        1330.659 (meters)    4365.67  (feet)  COMP
 PB0355  MODELED GRAV-     980,084.8   (mgal)                       NAVD 88
 PB0355
 PB0355  VERT ORDER  -  FIRST     CLASS II
 PB0355
 PB0355.The horizontal coordinates were scaled from a topographic map and have
 PB0355.an estimated accuracy of +/- 6 seconds.
 PB0355
 PB0355.The orthometric height was determined by differential leveling
 PB0355.and adjusted in June 1991.
 PB0355
 PB0355.The geoid height was determined by GEOID03.
 PB0355
 PB0355.The dynamic height is computed by dividing the NAVD 88
 PB0355.geopotential number by the normal gravity value computed on the
 PB0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0355.degrees latitude (g = 980.6199 gals.).
 PB0355
 PB0355.The modeled gravity was interpolated from observed gravity values.
 PB0355
 PB0355;                    North         East    Units  Estimated Accuracy
 PB0355;SPC OR S     -   205,810.    1,406,620.      MT  (+/- 180 meters Scaled)
 PB0355
 PB0355                          SUPERSEDED SURVEY CONTROL
 PB0355
 PB0355.No superseded survey control is available for this station.
 PB0355
 PB0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP087187(NAD 83)
 PB0355_MARKER: DB = BENCH MARK DISK
 PB0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0355_STAMPING: 4363.672 F 62 1931
 PB0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0355+STABILITY: SURFACE MOTION
 PB0355
 PB0355  HISTORY     - Date     Condition        Report By
 PB0355  HISTORY     - 1931     MONUMENTED       CGS
 PB0355  HISTORY     - 1934     GOOD             NGS
 PB0355  HISTORY     - 19880719 MARK NOT FOUND   NGS
 PB0355
 PB0355                          STATION DESCRIPTION
 PB0355
 PB0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PB0355'4.2 MI NE FROM CRESCENT.
 PB0355'ABOUT 4.2 MILES NORTHEAST ALONG THE DALLES - CALIFORNIA HIGHWAY FROM
 PB0355'CRESCENT, KLAMATH COUNTY, 36 FEET NORTH OF MILEPOST 183, ABOUT 200
 PB0355'FEET NORTHEAST OF THE TOP OF A SMALL RISE, OPPOSITE A CUT BANK, 24
 PB0355'FEET NORTHWEST OF THE ROAD CENTERLINE, IN THE TOP OF A CONCRETE POST
 PB0355'PROJECTING 6 INCHES ABOVE THE GROUND.  A STANDARD DISK STAMPED
 PB0355'4363.672 F 62 1931.
 PB0355
 PB0355                          STATION RECOVERY (1988)
 PB0355
 PB0355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 PB0355'THERE HAS BEEN ROAD CONSTRUCTION AT THIS LOCATION.  NOTE--THE ARCHIVE
 PB0355'LISTING HAS THIS ARCHIVE LISTING AS F 6, BUT IT MAY BE IN ERROR.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0755 ***********************************************************************
 QE0755  DESIGNATION -  F 620
 QE0755  PID         -  QE0755
 QE0755  STATE/COUNTY-  OR/MARION
 QE0755  USGS QUAD   -  SALEM EAST (1986)
 QE0755
 QE0755                         *CURRENT SURVEY CONTROL
 QE0755  ___________________________________________________________________
 QE0755* NAD 83(1986)-  44 56 36.     (N)    122 59 24.     (W)     SCALED    
 QE0755* NAVD 88     -        67.117  (meters)     220.20   (feet)  ADJUSTED  
 QE0755  ___________________________________________________________________
 QE0755  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 QE0755  DYNAMIC HT  -          67.114 (meters)     220.19  (feet)  COMP
 QE0755  MODELED GRAV-     980,571.9   (mgal)                       NAVD 88
 QE0755
 QE0755  VERT ORDER  -  SECOND    CLASS 0
 QE0755
 QE0755.The horizontal coordinates were scaled from a topographic map and have
 QE0755.an estimated accuracy of +/- 6 seconds.
 QE0755
 QE0755.The orthometric height was determined by differential leveling
 QE0755.and adjusted in June 1991.
 QE0755
 QE0755.The geoid height was determined by GEOID03.
 QE0755
 QE0755.The dynamic height is computed by dividing the NAVD 88
 QE0755.geopotential number by the normal gravity value computed on the
 QE0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0755.degrees latitude (g = 980.6199 gals.).
 QE0755
 QE0755.The modeled gravity was interpolated from observed gravity values.
 QE0755
 QE0755;                    North         East    Units  Estimated Accuracy
 QE0755;SPC OR N     -   144,890.    2,303,530.      MT  (+/- 180 meters Scaled)
 QE0755
 QE0755                          SUPERSEDED SURVEY CONTROL
 QE0755
 QE0755  NGVD 29 (??/??/92)   66.091  (m)          216.83   (f) ADJ UNCH    2 0
 QE0755
 QE0755.Superseded values are not recommended for survey control.
 QE0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0755.See file dsdata.txt to determine how the superseded data were derived.
 QE0755
 QE0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ007766(NAD 83)
 QE0755_MARKER: DD = SURVEY DISK
 QE0755_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QE0755_SP_SET: OVERPASS STRUCTURE
 QE0755_STAMPING: F 620 1969
 QE0755_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0755
 QE0755  HISTORY     - Date     Condition        Report By
 QE0755  HISTORY     - 1969     MONUMENTED       ORDT
 QE0755  HISTORY     - 19920809 GOOD             USPSQD
 QE0755  HISTORY     - 20011103 MARK NOT FOUND   USPSQD
 QE0755
 QE0755                          STATION DESCRIPTION
 QE0755
 QE0755'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1969
 QE0755'IN SALEM.
 QE0755'1.90 MILES NORTH ALONG US INTERSTATE 5 FROM THE ORE22 OVERCROSSING, IN
 QE0755'THE SOUTHEAST CORNER OF D STREET OVERCROSSING STRUCTURE.  A OREGON
 QE0755'STATE HIGHWAY DEPT. STANDARD DISK, STAMPED F 620 1969.
 QE0755
 QE0755                          STATION RECOVERY (1992)
 QE0755
 QE0755'RECOVERY NOTE BY US POWER SQUADRON 1992 (RWB)
 QE0755'RECOVERED IN GOOD CONDITION.
 QE0755
 QE0755                          STATION RECOVERY (2001)
 QE0755
 QE0755'RECOVERY NOTE BY US POWER SQUADRON 2001
 QE0755'MARK NOT FOUND.  FREEWAY WAS COMPLETELY REBUILT IN THIS AREA WITHIN
 QE0755'THE PAST YEAR
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2728 ***********************************************************************
 QE2728  DESIGNATION -  F 625
 QE2728  PID         -  QE2728
 QE2728  STATE/COUNTY-  OR/LINCOLN
 QE2728  USGS QUAD   -  TOLEDO NORTH (1984)
 QE2728
 QE2728                         *CURRENT SURVEY CONTROL
 QE2728  ___________________________________________________________________
 QE2728* NAD 83(1986)-  44 41 15.     (N)    123 57 06.     (W)     SCALED    
 QE2728* NAVD 88     -        17.845  (meters)      58.55   (feet)  ADJUSTED  
 QE2728  ___________________________________________________________________
 QE2728  GEOID HEIGHT-         -23.15  (meters)                     GEOID03
 QE2728  DYNAMIC HT  -          17.845 (meters)      58.55  (feet)  COMP
 QE2728  MODELED GRAV-     980,603.5   (mgal)                       NAVD 88
 QE2728
 QE2728  VERT ORDER  -  SECOND    CLASS I
 QE2728
 QE2728.The horizontal coordinates were scaled from a topographic map and have
 QE2728.an estimated accuracy of +/- 6 seconds.
 QE2728
 QE2728.The orthometric height was determined by differential leveling
 QE2728.and adjusted in August 1995.
 QE2728
 QE2728.The geoid height was determined by GEOID03.
 QE2728
 QE2728.The dynamic height is computed by dividing the NAVD 88
 QE2728.geopotential number by the normal gravity value computed on the
 QE2728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE2728.degrees latitude (g = 980.6199 gals.).
 QE2728
 QE2728.The modeled gravity was interpolated from observed gravity values.
 QE2728
 QE2728;                    North         East    Units  Estimated Accuracy
 QE2728;SPC OR N     -   119,280.    2,226,470.      MT  (+/- 180 meters Scaled)
 QE2728
 QE2728                          SUPERSEDED SURVEY CONTROL
 QE2728
 QE2728.No superseded survey control is available for this station.
 QE2728
 QE2728_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ245486(NAD 83)
 QE2728_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QE2728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE2728_SP_SET: 12-INCH CONCRETE POST
 QE2728_STAMPING: F 625 1969
 QE2728_MARK LOGO: ORHD  
 QE2728_PROJECTION: FLUSH
 QE2728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE2728+STABILITY: SURFACE MOTION
 QE2728
 QE2728  HISTORY     - Date     Condition        Report By
 QE2728  HISTORY     - 1969     MONUMENTED       ORHD
 QE2728  HISTORY     - 1979     GOOD             USGS
 QE2728
 QE2728                          STATION DESCRIPTION
 QE2728
 QE2728'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 QE2728'5.4 KM (3.35 MI) SOUTH FROM SILETZ.
 QE2728'SILETZ, 3.35 MI S OF, ALONG STATE HWY 229.  0.25 MI S OF MILEPOST 27,
 QE2728'0.25 MI N OF JCT WITH PAVED RD E, 57 FT E OF CENTERLINE OF HYW 229,
 QE2728'26 FT N OF TRACK RD E.
 QE2728'THE MARK IS 1.5 FT  S FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0368 ***********************************************************************
 RB0368  DESIGNATION -  F 627
 RB0368  PID         -  RB0368
 RB0368  STATE/COUNTY-  OR/UMATILLA
 RB0368  USGS QUAD   -  TABLE ROCK (1974)
 RB0368
 RB0368                         *CURRENT SURVEY CONTROL
 RB0368  ___________________________________________________________________
 RB0368* NAD 83(1986)-  45 35 39.     (N)    118 38 45.     (W)     SCALED    
 RB0368* NAVD 88     -       674.235  (meters)    2212.05   (feet)  ADJUSTED  
 RB0368  ___________________________________________________________________
 RB0368  GEOID HEIGHT-         -20.07  (meters)                     GEOID03
 RB0368  DYNAMIC HT  -         674.131 (meters)    2211.71  (feet)  COMP
 RB0368  MODELED GRAV-     980,439.2   (mgal)                       NAVD 88
 RB0368
 RB0368  VERT ORDER  -  SECOND    CLASS 0
 RB0368
 RB0368.The horizontal coordinates were scaled from a topographic map and have
 RB0368.an estimated accuracy of +/- 6 seconds.
 RB0368
 RB0368.The orthometric height was determined by differential leveling
 RB0368.and adjusted in June 1991.
 RB0368
 RB0368.The geoid height was determined by GEOID03.
 RB0368
 RB0368.The dynamic height is computed by dividing the NAVD 88
 RB0368.geopotential number by the normal gravity value computed on the
 RB0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0368.degrees latitude (g = 980.6199 gals.).
 RB0368
 RB0368.The modeled gravity was interpolated from observed gravity values.
 RB0368
 RB0368;                    North         East    Units  Estimated Accuracy
 RB0368;SPC OR N     -   215,850.    2,644,650.      MT  (+/- 180 meters Scaled)
 RB0368
 RB0368                          SUPERSEDED SURVEY CONTROL
 RB0368
 RB0368  NGVD 29 (??/??/92)  673.199  (m)         2208.65   (f) ADJ UNCH    2 0
 RB0368
 RB0368.Superseded values are not recommended for survey control.
 RB0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0368.See file dsdata.txt to determine how the superseded data were derived.
 RB0368
 RB0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL716502(NAD 83)
 RB0368_MARKER: DD = SURVEY DISK
 RB0368_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RB0368_SP_SET: CULVERT
 RB0368_STAMPING: F 627 1970
 RB0368_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RB0368
 RB0368  HISTORY     - Date     Condition        Report By
 RB0368  HISTORY     - 1970     MONUMENTED       ORDT
 RB0368
 RB0368                          STATION DESCRIPTION
 RB0368
 RB0368'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1970
 RB0368'6.3 MI SE FROM MISSION.
 RB0368'ABOUT 4.32 MILES EAST ON INTERSTATE 80N FROM THE MISSION-GIBBON
 RB0368'OVERCROSSING.  THE MARK IS ON THE SOUTH SIDE OF THE HIGHWAY SET IN THE
 RB0368'NORTH END OF A HEAD WALL FOR AN ANIMAL UNDERPASS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0395 ***********************************************************************
 QD0395  DESIGNATION -  F 63
 QD0395  PID         -  QD0395
 QD0395  STATE/COUNTY-  OR/CROOK
 QD0395  USGS QUAD   -  OCHOCO RESERVOIR (1992)
 QD0395
 QD0395                         *CURRENT SURVEY CONTROL
 QD0395  ___________________________________________________________________
 QD0395* NAD 83(1986)-  44 19 19.     (N)    120 40 01.     (W)     SCALED    
 QD0395* NAVD 88     -       963.735  (meters)    3161.85   (feet)  ADJUSTED  
 QD0395  ___________________________________________________________________
 QD0395  GEOID HEIGHT-         -20.07  (meters)                     GEOID03
 QD0395  DYNAMIC HT  -         963.409 (meters)    3160.78  (feet)  COMP
 QD0395  MODELED GRAV-     980,246.8   (mgal)                       NAVD 88
 QD0395
 QD0395  VERT ORDER  -  FIRST     CLASS II
 QD0395
 QD0395.The horizontal coordinates were scaled from a topographic map and have
 QD0395.an estimated accuracy of +/- 6 seconds.
 QD0395
 QD0395.The orthometric height was determined by differential leveling
 QD0395.and adjusted in June 1991.
 QD0395.WARNING-Repeat measurements at this control monument indicate possible
 QD0395.vertical movement.
 QD0395
 QD0395.The geoid height was determined by GEOID03.
 QD0395
 QD0395.The dynamic height is computed by dividing the NAVD 88
 QD0395.geopotential number by the normal gravity value computed on the
 QD0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0395.degrees latitude (g = 980.6199 gals.).
 QD0395
 QD0395.The modeled gravity was interpolated from observed gravity values.
 QD0395
 QD0395;                    North         East    Units  Estimated Accuracy
 QD0395;SPC OR S     -   294,990.    1,486,680.      MT  (+/- 180 meters Scaled)
 QD0395
 QD0395                          SUPERSEDED SURVEY CONTROL
 QD0395
 QD0395  NGVD 29 (??/??/92)  962.588  (m)         3158.09   (f) ADJ UNCH    1 2
 QD0395
 QD0395.Superseded values are not recommended for survey control.
 QD0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0395.See file dsdata.txt to determine how the superseded data were derived.
 QD0395
 QD0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ860102(NAD 83)
 QD0395_MARKER: DD = SURVEY DISK
 QD0395_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QD0395_SP_SET: TILE
 QD0395_STAMPING: F-63 1931
 QD0395_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0395
 QD0395  HISTORY     - Date     Condition        Report By
 QD0395  HISTORY     - 1931     MONUMENTED       USFS
 QD0395  HISTORY     - 1931     GOOD             NGS
 QD0395  HISTORY     - 19880726 MARK NOT FOUND   NGS
 QD0395
 QD0395                          STATION DESCRIPTION
 QD0395
 QD0395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 QD0395'9.8 MI E FROM PRINEVILLE.
 QD0395'ABOUT 300 FEET NORTH OF THE OCHOCO HIGHWAY AND 40
 QD0395'FEET WEST OF SIDE ROAD THAT LEADS TO THE NORTH JUST WEST OF MILL
 QD0395'CREEK, THE TILE CONCRETE POST IS IN THE FENCE LINE.
 QD0395
 QD0395                          STATION RECOVERY (1988)
 QD0395
 QD0395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QD0395'THERE HAS BEEN ROAD CONSTRUCTION AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0581 ***********************************************************************
 RC0581  DESIGNATION -  F 636
 RC0581  PID         -  RC0581
 RC0581  STATE/COUNTY-  OR/SHERMAN
 RC0581  USGS QUAD   -  RUFUS (1971)
 RC0581
 RC0581                         *CURRENT SURVEY CONTROL
 RC0581  ___________________________________________________________________
 RC0581* NAD 83(1986)-  45 43 33.     (N)    120 39 38.     (W)     SCALED    
 RC0581* NAVD 88     -        90.790  (meters)     297.87   (feet)  ADJUSTED  
 RC0581  ___________________________________________________________________
 RC0581  GEOID HEIGHT-         -21.31  (meters)                     GEOID03
 RC0581  DYNAMIC HT  -          90.788 (meters)     297.86  (feet)  COMP
 RC0581  MODELED GRAV-     980,598.3   (mgal)                       NAVD 88
 RC0581
 RC0581  VERT ORDER  -  FIRST     CLASS I
 RC0581
 RC0581.The horizontal coordinates were scaled from a topographic map and have
 RC0581.an estimated accuracy of +/- 6 seconds.
 RC0581
 RC0581.The orthometric height was determined by differential leveling
 RC0581.and adjusted in June 1991.
 RC0581
 RC0581.The geoid height was determined by GEOID03.
 RC0581
 RC0581.The dynamic height is computed by dividing the NAVD 88
 RC0581.geopotential number by the normal gravity value computed on the
 RC0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0581.degrees latitude (g = 980.6199 gals.).
 RC0581
 RC0581.The modeled gravity was interpolated from observed gravity values.
 RC0581
 RC0581;                    North         East    Units  Estimated Accuracy
 RC0581;SPC OR N     -   228,840.    2,487,500.      MT  (+/- 180 meters Scaled)
 RC0581
 RC0581                          SUPERSEDED SURVEY CONTROL
 RC0581
 RC0581  NGVD 29 (??/??/92)   89.802  (m)          294.63   (f) ADJ UNCH    1 1
 RC0581
 RC0581.Superseded values are not recommended for survey control.
 RC0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0581.See file dsdata.txt to determine how the superseded data were derived.
 RC0581
 RC0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR820662(NAD 83)
 RC0581_MARKER: DB = BENCH MARK DISK
 RC0581_SETTING: 66 = SET IN ROCK OUTCROP
 RC0581_SP_SET: ROCK OUTCROP
 RC0581_STAMPING: F 636 1968
 RC0581_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RC0581+STABILITY: POSITION/ELEVATION WELL
 RC0581
 RC0581  HISTORY     - Date     Condition        Report By
 RC0581  HISTORY     - 1968     MONUMENTED       CGS
 RC0581  HISTORY     - 1989     GOOD             USPSQD
 RC0581
 RC0581                          STATION DESCRIPTION
 RC0581
 RC0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 RC0581'4.05 MI NE FROM RUFUS.
 RC0581'4.05 MILES NORTHEAST ALONG INTERSTATE HIGHWAY 80 N FROM AN OVERPASS
 RC0581'OVER THE ACCESS ROAD AT RUFUS, IN R17E T3N, SECTION 23, SET VERTICALLY
 RC0581'IN THE NORTHWEST FACE OF A MASSIVE OUTCROP IN A CUT, 47 FEET SOUTHEAST
 RC0581'OF THE CENTER LINE OF THE EAST BOUND LANES OF THE HIGHWAY, 298 FEET
 RC0581'SOUTHWEST OF STATION MARKER 345+58.32, ABOUT 2 FEET HIGHER THAN THE
 RC0581'HIGHWAY AND 3 1/2 FEET ABOVE THE GROUND.
 RC0581
 RC0581                          STATION RECOVERY (1989)
 RC0581
 RC0581'RECOVERY NOTE BY US POWER SQUADRON 1989 (RCC)
 RC0581'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0655 ***********************************************************************
 RC0655  DESIGNATION -  F 637
 RC0655  PID         -  RC0655
 RC0655  STATE/COUNTY-  OR/WASCO
 RC0655  USGS QUAD   -  WISHRAM (1994)
 RC0655
 RC0655                         *CURRENT SURVEY CONTROL
 RC0655  ___________________________________________________________________
 RC0655* NAD 83(1986)-  45 38 57.     (N)    120 56 18.     (W)     SCALED    
 RC0655* NAVD 88     -        54.690  (meters)     179.43   (feet)  ADJUSTED  
 RC0655  ___________________________________________________________________
 RC0655  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 RC0655  DYNAMIC HT  -          54.689 (meters)     179.43  (feet)  COMP
 RC0655  MODELED GRAV-     980,600.2   (mgal)                       NAVD 88
 RC0655
 RC0655  VERT ORDER  -  FIRST     CLASS I
 RC0655
 RC0655.The horizontal coordinates were scaled from a topographic map and have
 RC0655.an estimated accuracy of +/- 6 seconds.
 RC0655
 RC0655.The orthometric height was determined by differential leveling
 RC0655.and adjusted in June 1991.
 RC0655
 RC0655.The geoid height was determined by GEOID03.
 RC0655
 RC0655.The dynamic height is computed by dividing the NAVD 88
 RC0655.geopotential number by the normal gravity value computed on the
 RC0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0655.degrees latitude (g = 980.6199 gals.).
 RC0655
 RC0655.The modeled gravity was interpolated from observed gravity values.
 RC0655
 RC0655;                    North         East    Units  Estimated Accuracy
 RC0655;SPC OR N     -   220,400.    2,465,830.      MT  (+/- 180 meters Scaled)
 RC0655
 RC0655                          SUPERSEDED SURVEY CONTROL
 RC0655
 RC0655  NGVD 29 (??/??/92)   53.695  (m)          176.16   (f) ADJ UNCH    1 1
 RC0655
 RC0655.Superseded values are not recommended for survey control.
 RC0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0655.See file dsdata.txt to determine how the superseded data were derived.
 RC0655
 RC0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR606571(NAD 83)
 RC0655_MARKER: DB = BENCH MARK DISK
 RC0655_SETTING: 66 = SET IN ROCK OUTCROP
 RC0655_SP_SET: ROCK OUTCROP
 RC0655_STAMPING: F 637 1968
 RC0655_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RC0655+STABILITY: POSITION/ELEVATION WELL
 RC0655
 RC0655  HISTORY     - Date     Condition        Report By
 RC0655  HISTORY     - 1968     MONUMENTED       CGS
 RC0655
 RC0655                          STATION DESCRIPTION
 RC0655
 RC0655'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 RC0655'13.6 MI NE FROM THE DALLES.
 RC0655'12.6 MILES NORTHEAST ALONG INTERSTATE HIGHWAY 80 N FROM THE POST
 RC0655'OFFICE AT THE DALLES, THENCE 1.0 MILE EAST ALONG STATE HIGHWAY 206, IN
 RC0655'R15E T2N, SECTION 16, 4 POLES SOUTHWEST OF RAILROAD MILEPOLE 98.75, IN
 RC0655'THE TOP OF A LARGE OUTCROP WHICH PROJECTS ABOUT 2 1/2 FEET ABOVE THE
 RC0655'GROUND, 66 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 76 FEET
 RC0655'WEST OF THE SOUTHWEST END OF A 24-INCH PIPE CULVERT, 3.2 FEET
 RC0655'NORTHWEST OF A WITNESS POST, AND ABOUT 1 1/2 FEET LOWER THAN THE
 RC0655'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0095 ***********************************************************************
 RC0095  DESIGNATION -  F 638
 RC0095  PID         -  RC0095
 RC0095  STATE/COUNTY-  OR/GILLIAM
 RC0095  USGS QUAD   -  ARLINGTON (1971)
 RC0095
 RC0095                         *CURRENT SURVEY CONTROL
 RC0095  ___________________________________________________________________
 RC0095* NAD 83(1986)-  45 43 09.     (N)    120 12 34.     (W)     SCALED    
 RC0095* NAVD 88     -       114.277  (meters)     374.92   (feet)  ADJUSTED  
 RC0095  ___________________________________________________________________
 RC0095  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 RC0095  DYNAMIC HT  -         114.276 (meters)     374.92  (feet)  COMP
 RC0095  MODELED GRAV-     980,607.2   (mgal)                       NAVD 88
 RC0095
 RC0095  VERT ORDER  -  FIRST     CLASS I
 RC0095
 RC0095.The horizontal coordinates were scaled from a topographic map and have
 RC0095.an estimated accuracy of +/- 6 seconds.
 RC0095
 RC0095.The orthometric height was determined by differential leveling
 RC0095.and adjusted in June 1991.
 RC0095
 RC0095.The geoid height was determined by GEOID03.
 RC0095
 RC0095.The dynamic height is computed by dividing the NAVD 88
 RC0095.geopotential number by the normal gravity value computed on the
 RC0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0095.degrees latitude (g = 980.6199 gals.).
 RC0095
 RC0095.The modeled gravity was interpolated from observed gravity values.
 RC0095
 RC0095;                    North         East    Units  Estimated Accuracy
 RC0095;SPC OR N     -   228,120.    2,522,620.      MT  (+/- 180 meters Scaled)
 RC0095
 RC0095                          SUPERSEDED SURVEY CONTROL
 RC0095
 RC0095  NGVD 29 (??/??/92)  113.279  (m)          371.65   (f) ADJ UNCH    1 1
 RC0095
 RC0095.Superseded values are not recommended for survey control.
 RC0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0095.See file dsdata.txt to determine how the superseded data were derived.
 RC0095
 RC0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGR171666(NAD 83)
 RC0095_MARKER: DB = BENCH MARK DISK
 RC0095_SETTING: 66 = SET IN ROCK OUTCROP
 RC0095_SP_SET: ROCK OUTCROP
 RC0095_STAMPING: F 638 1968
 RC0095_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RC0095+STABILITY: POSITION/ELEVATION WELL
 RC0095_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RC0095+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2007
 RC0095
 RC0095  HISTORY     - Date     Condition        Report By
 RC0095  HISTORY     - 1968     MONUMENTED       CGS
 RC0095  HISTORY     - 1989     GOOD             USPSQD
 RC0095  HISTORY     - 1989     GOOD             USPSQD
 RC0095  HISTORY     - 20070315 GOOD             USPSQD
 RC0095
 RC0095                          STATION DESCRIPTION
 RC0095
 RC0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 RC0095'0.2 MI W FROM ARLINGTON.
 RC0095'0.2 MILE WEST ALONG INTERSTATE HIGHWAY 80 N FROM THE BRIDGE OVER
 RC0095'ALKALI CANYON AT ARLINGTON, AT THE JUNCTION OF THE EAST BOUND EXIT
 RC0095'ROAD FOR ARLINGTON, SET VERTICALLY IN THE NORTH FACE OF A MASSIVE
 RC0095'OUTCROP IN A CUT, 60 FEET SOUTH AND ACROSS THE EXIT ROAD FROM THE
 RC0095'CENTER LINE OF THE EAST BOUND LANES OF THE HIGHWAY, 40 FEET SOUTH OF
 RC0095'THE CENTER LINE OF THE ROAD, 88 FEET EAST-SOUTHEAST OF A POWER POLE
 RC0095'SUPPORTING A LIGHT, ABOUT 2 FEET HIGHER THAN THE HIGHWAY AND 3 FEET
 RC0095'ABOVE THE GROUND.
 RC0095
 RC0095                          STATION RECOVERY (1989)
 RC0095
 RC0095'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RC0095'RECOVERED IN GOOD CONDITION.
 RC0095
 RC0095                          STATION RECOVERY (1989)
 RC0095
 RC0095'RECOVERY NOTE BY US POWER SQUADRON 1989 (RCC)
 RC0095'RECOVERED IN GOOD CONDITION.
 RC0095
 RC0095                          STATION RECOVERY (2007)
 RC0095
 RC0095'RECOVERY NOTE BY US POWER SQUADRON 2007 (LMH)
 RC0095'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB1030 ***********************************************************************
 RB1030  DESIGNATION -  F 639
 RB1030  PID         -  RB1030
 RB1030  STATE/COUNTY-  OR/MORROW
 RB1030  USGS QUAD   -  CROW BUTTE (1993)
 RB1030
 RB1030                         *CURRENT SURVEY CONTROL
 RB1030  ___________________________________________________________________
 RB1030* NAD 83(1991)-  45 49 38.45762(N)    119 49 42.59331(W)     NO CHECK  
 RB1030* NAVD 88     -       101.127  (meters)     331.78   (feet)  ADJUSTED  
 RB1030  ___________________________________________________________________
 RB1030  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 RB1030  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 RB1030  DYNAMIC HT  -         101.127 (meters)     331.78  (feet)  COMP
 RB1030  MODELED GRAV-     980,610.7   (mgal)                       NAVD 88
 RB1030
 RB1030  HORZ ORDER  -  THIRD
 RB1030  VERT ORDER  -  FIRST     CLASS I
 RB1030
 RB1030.The horizontal coordinates were established by classical geodetic methods
 RB1030.and adjusted by the National Geodetic Survey in October 1991.
 RB1030.No horizontal observational check was made to the station.
 RB1030
 RB1030.The orthometric height was determined by differential leveling
 RB1030.and adjusted in June 1991.
 RB1030
 RB1030.The Laplace correction was computed from DEFLEC99 derived deflections.
 RB1030
 RB1030.The geoid height was determined by GEOID03.
 RB1030
 RB1030.The dynamic height is computed by dividing the NAVD 88
 RB1030.geopotential number by the normal gravity value computed on the
 RB1030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB1030.degrees latitude (g = 980.6199 gals.).
 RB1030
 RB1030.The modeled gravity was interpolated from observed gravity values.
 RB1030
 RB1030;                    North         East     Units Scale Factor Converg.
 RB1030;SPC OR N     -   240,321.891 2,552,175.645   MT  0.99996069   +0 28 34.4
 RB1030;SPC OR N     -   788,457.65  8,373,279.68   iFT  0.99996069   +0 28 34.4
 RB1030;SPC WA S     -    55,132.424   552,177.738   MT  1.00000136   +0 29 16.0
 RB1030;SPC WA S     -   180,880.29  1,811,603.13   sFT  1.00000136   +0 29 16.0
 RB1030;UTM  11      - 5,078,756.141   280,305.113   MT  1.00019341   -2 01 46.3
 RB1030
 RB1030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RB1030!SPC OR N     -   0.99998757  x   0.99996069  =   0.99994826
 RB1030!SPC WA S     -   0.99998757  x   1.00000136  =   0.99998893
 RB1030!UTM  11      -   0.99998757  x   1.00019341  =   1.00018098
 RB1030
 RB1030                          SUPERSEDED SURVEY CONTROL
 RB1030
 RB1030  NAD 83(1986)-  45 49 38.46678(N)    119 49 42.58460(W) AD(       ) 3
 RB1030  NGVD 29 (??/??/92)  100.117  (m)          328.47   (f) ADJ UNCH    1 1
 RB1030
 RB1030.Superseded values are not recommended for survey control.
 RB1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1030.See file dsdata.txt to determine how the superseded data were derived.
 RB1030
 RB1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKL8030578756(NAD 83)
 RB1030_MARKER: DB = BENCH MARK DISK
 RB1030_SETTING: 66 = SET IN ROCK OUTCROP
 RB1030_SP_SET: OUTCROP
 RB1030_STAMPING: F 639 1968
 RB1030_MARK LOGO: CGS   
 RB1030_MAGNETIC: N = NO MAGNETIC MATERIAL
 RB1030_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RB1030+STABILITY: POSITION/ELEVATION WELL
 RB1030
 RB1030  HISTORY     - Date     Condition        Report By
 RB1030  HISTORY     - 1968     MONUMENTED       CGS
 RB1030  HISTORY     - 1983     GOOD             NGS
 RB1030  HISTORY     - 1987     GOOD             USPSQD
 RB1030  HISTORY     - 1988     GOOD             USPSQD
 RB1030  HISTORY     - 1989     GOOD             USPSQD
 RB1030  HISTORY     - 19890621 GOOD             USPSQD
 RB1030
 RB1030                          STATION DESCRIPTION
 RB1030
 RB1030'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 RB1030'6.25 MI W FROM BOARDMAN.
 RB1030'6.25 MILES WEST ALONG INTERSTATE HIGHWAY 80 N FROM THE OVERPASS AT
 RB1030'BOARDMAN, 0.5 MILE WEST OF MILEPOST 157, IN THE TOP OF AN OUTCROP
 RB1030'WHICH PROJECTS ABOUT 1 FOOT ABOVE THE GROUND, 78 FEET NORTH OF THE
 RB1030'CENTER LINE OF THE WEST BOUND LANES OF THE HIGHWAY, 21.0 FEET SOUTH OF
 RB1030'THE NORTH RIGHT-OF-WAY FENCE, 1.2 FEET SOUTH OF A WITNESS POST, AND
 RB1030'ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 RB1030
 RB1030                          STATION RECOVERY (1983)
 RB1030
 RB1030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RB1030'RECOVERED IN GOOD CONDITION.
 RB1030
 RB1030                          STATION RECOVERY (1987)
 RB1030
 RB1030'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWE)
 RB1030'RECOVERED IN GOOD CONDITION.
 RB1030
 RB1030                          STATION RECOVERY (1988)
 RB1030
 RB1030'RECOVERY NOTE BY US POWER SQUADRON 1988 (RCC)
 RB1030'RECOVERED IN GOOD CONDITION.
 RB1030
 RB1030                          STATION RECOVERY (1989)
 RB1030
 RB1030'RECOVERY NOTE BY US POWER SQUADRON 1989 (RCC)
 RB1030'RECOVERED IN GOOD CONDITION.
 RB1030
 RB1030                          STATION RECOVERY (1989)
 RB1030
 RB1030'RECOVERY NOTE BY US POWER SQUADRON 1989 (CLN)
 RB1030'THE STATION IS LOCATED ABOUT 6.1 MILES (9.8 KM) WEST OF BOARDMAN ABOUT
 RB1030'0.5 MILE (0.8 KM) EAST OF CASTLE AND ON THE NORTH SODE OF I 84.  TO
 RB1030'REACH FROM THE POST OFFICE IN BOARDMAN GO SOUTH ON MAIN STREET FOR
 RB1030'0.24 KM (0.15 MI) TO THE ENTRANCE TO FREEWAY. TURN RIGHT AND GO WEST
 RB1030'ON I 84 FOR 9.7 KM (6.00 MI) TO THE MARK ON THE RIGHT.  THE MARK IS A
 RB1030'STANDARD BENCH MARK DISK STAMPED---F 639 1968---.  IT IS 49 METERS
 RB1030'(160.8 FT) WNW FROM MILE POST 158, 24 METERS (78.7 FT) NORTH OF THE
 RB1030'CENTERLINE OF THE WEST BOUND LANES OF I 84, 6.1 METERS (20.0 FT) SOUTH
 RB1030'FROM A FENCE AND 0.3 METER (1.0 FT) SOUTH FROM A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0025 ***********************************************************************
 QD0025  DESIGNATION -  F 64
 QD0025  PID         -  QD0025
 QD0025  STATE/COUNTY-  OR/WHEELER
 QD0025  USGS QUAD   -  LAWSON MOUNTAIN (1992)
 QD0025
 QD0025                         *CURRENT SURVEY CONTROL
 QD0025  ___________________________________________________________________
 QD0025* NAD 83(1986)-  44 35 24.     (N)    120 15 59.     (W)     SCALED    
 QD0025* NAVD 88     -       804.003  (meters)    2637.80   (feet)  ADJUSTED  
 QD0025  ___________________________________________________________________
 QD0025  GEOID HEIGHT-         -19.96  (meters)                     GEOID03
 QD0025  DYNAMIC HT  -         803.765 (meters)    2637.02  (feet)  COMP
 QD0025  MODELED GRAV-     980,295.6   (mgal)                       NAVD 88
 QD0025
 QD0025  VERT ORDER  -  FIRST     CLASS II
 QD0025
 QD0025.The horizontal coordinates were scaled from a topographic map and have
 QD0025.an estimated accuracy of +/- 6 seconds.
 QD0025
 QD0025.The orthometric height was determined by differential leveling
 QD0025.and adjusted in June 1991.
 QD0025
 QD0025.The geoid height was determined by GEOID03.
 QD0025
 QD0025.The dynamic height is computed by dividing the NAVD 88
 QD0025.geopotential number by the normal gravity value computed on the
 QD0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0025.degrees latitude (g = 980.6199 gals.).
 QD0025
 QD0025.The modeled gravity was interpolated from observed gravity values.
 QD0025
 QD0025;                    North         East    Units  Estimated Accuracy
 QD0025;SPC OR N     -   102,630.    2,518,550.      MT  (+/- 180 meters Scaled)
 QD0025
 QD0025                          SUPERSEDED SURVEY CONTROL
 QD0025
 QD0025  NGVD 29 (??/??/92)  802.849  (m)         2634.01   (f) ADJ UNCH    1 2
 QD0025
 QD0025.Superseded values are not recommended for survey control.
 QD0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0025.See file dsdata.txt to determine how the superseded data were derived.
 QD0025
 QD0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGQ169410(NAD 83)
 QD0025_MARKER: DB = BENCH MARK DISK
 QD0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD0025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QD0025_STAMPING: 2634.240 F 64 1931
 QD0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0025+STABILITY: SURFACE MOTION
 QD0025
 QD0025  HISTORY     - Date     Condition        Report By
 QD0025  HISTORY     - 1931     MONUMENTED       CGS
 QD0025  HISTORY     - 1935     GOOD             NGS
 QD0025  HISTORY     - 1965     MARK NOT FOUND   NGS
 QD0025  HISTORY     - 19880727 MARK NOT FOUND   NGS
 QD0025
 QD0025                          STATION DESCRIPTION
 QD0025
 QD0025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 QD0025'7.0 MI W FROM MITCHELL.
 QD0025'7.0 MILES WEST ALONG THE OCHOCO HIGHWAY FROM MITCHELL, WHEELER COUNTY,
 QD0025'205 FEET SOUTHWEST OF THE SOUTHWEST END OF A ROCK CUT ALONG A SMALL
 QD0025'BUTTE, 71 FEET SOUTHWEST OF AN 18 INCH PIPE CULVERT HAVING A DEEP WASH
 QD0025'AT THE LOWER END, 41 FEET NORTHWEST OF THE HIGHWAY CENTERLINE, IN THE
 QD0025'TOP OF A CONCRETE POST.  A STANDARD DISK STAMPED 2634.240 F 64 1931.
 QD0025
 QD0025                          STATION RECOVERY (1965)
 QD0025
 QD0025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 QD0025'MARK NOT FOUND.
 QD0025
 QD0025                          STATION RECOVERY (1988)
 QD0025
 QD0025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QD0025'THE AREA IS NOW A STATE HIGHWAY GRAVEL YARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0629 ***********************************************************************
 RB0629  DESIGNATION -  F 640
 RB0629  PID         -  RB0629
 RB0629  STATE/COUNTY-  OR/UMATILLA
 RB0629  USGS QUAD   -  UMATILLA (1993)
 RB0629
 RB0629                         *CURRENT SURVEY CONTROL
 RB0629  ___________________________________________________________________
 RB0629* NAD 83(1986)-  45 55 03.     (N)    119 20 29.     (W)     SCALED    
 RB0629* NAVD 88     -        98.168  (meters)     322.07   (feet)  ADJUSTED  
 RB0629  ___________________________________________________________________
 RB0629  GEOID HEIGHT-         -21.75  (meters)                     GEOID03
 RB0629  DYNAMIC HT  -          98.169 (meters)     322.08  (feet)  COMP
 RB0629  MODELED GRAV-     980,618.5   (mgal)                       NAVD 88
 RB0629
 RB0629  VERT ORDER  -  FIRST     CLASS I
 RB0629
 RB0629.The horizontal coordinates were scaled from a topographic map and have
 RB0629.an estimated accuracy of +/- 6 seconds.
 RB0629
 RB0629.The orthometric height was determined by differential leveling
 RB0629.and adjusted in June 1991.
 RB0629
 RB0629.The geoid height was determined by GEOID03.
 RB0629
 RB0629.The dynamic height is computed by dividing the NAVD 88
 RB0629.geopotential number by the normal gravity value computed on the
 RB0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0629.degrees latitude (g = 980.6199 gals.).
 RB0629
 RB0629.The modeled gravity was interpolated from observed gravity values.
 RB0629
 RB0629;                    North         East    Units  Estimated Accuracy
 RB0629;SPC OR N     -   250,770.    2,589,880.      MT  (+/- 180 meters Scaled)
 RB0629
 RB0629                          SUPERSEDED SURVEY CONTROL
 RB0629
 RB0629  NGVD 29 (??/??/92)   97.165  (m)          318.78   (f) ADJ UNCH    1 1
 RB0629
 RB0629.Superseded values are not recommended for survey control.
 RB0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0629.See file dsdata.txt to determine how the superseded data were derived.
 RB0629
 RB0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL184875(NAD 83)
 RB0629_MARKER: DB = BENCH MARK DISK
 RB0629_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RB0629_SP_SET: CULVERT
 RB0629_STAMPING: F 640 1968
 RB0629_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RB0629_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RB0629+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2001
 RB0629
 RB0629  HISTORY     - Date     Condition        Report By
 RB0629  HISTORY     - 1968     MONUMENTED       CGS
 RB0629  HISTORY     - 1968     GOOD             USPSQD
 RB0629  HISTORY     - 20010326 GOOD             ORDT
 RB0629
 RB0629                          STATION DESCRIPTION
 RB0629
 RB0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 RB0629'IN UMATILLA.
 RB0629'AT UMATILLA, AT THE JUNCTION OF U.S. HIGHWAY 730 (SIXTH STREET) AND J
 RB0629'STREET, IN R28E T5N, SECTION 17, 1.8 FEET EAST OF THE SOUTHEAST CORNER
 RB0629'OF THE UMATILLA FIRE DEPARTMENT BUILDING, IN THE TOP OF THE WEST END
 RB0629'OF A CONCRETE RETAINING WALL, 58 FEET WEST OF THE WEST CURB OF J
 RB0629'STREET, 17.0 FEET NORTH OF THE NORTH CURB OF THE HIGHWAY, AND ABOUT 1
 RB0629'1/2 FEET HIGHER THAN THE HIGHWAY.
 RB0629
 RB0629                          STATION RECOVERY (1968)
 RB0629
 RB0629'RECOVERY NOTE BY US POWER SQUADRON 1968 (RCC)
 RB0629'RECOVERED IN GOOD CONDITION.
 RB0629
 RB0629                          STATION RECOVERY (2001)
 RB0629
 RB0629'RECOVERY NOTE BY OREGON DEPARTMENT OF TRANSPORTATION 2001 (DRK)
 RB0629'A HANDRAIL HAS BEEN INSTALLED DIRECTLY OVER THE DISK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0587 ***********************************************************************
 NZ0587  DESIGNATION -  F 649
 NZ0587  PID         -  NZ0587
 NZ0587  STATE/COUNTY-  OR/JOSEPHINE
 NZ0587  USGS QUAD   -  BUCKSKIN PEAK (1996)
 NZ0587
 NZ0587                         *CURRENT SURVEY CONTROL
 NZ0587  ___________________________________________________________________
 NZ0587* NAD 83(1986)-  42 00 12.     (N)    123 51 41.     (W)     SCALED    
 NZ0587* NAVD 88     -       910.371  (meters)    2986.78   (feet)  ADJUSTED  
 NZ0587  ___________________________________________________________________
 NZ0587  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 NZ0587  DYNAMIC HT  -         909.946 (meters)    2985.38  (feet)  COMP
 NZ0587  MODELED GRAV-     980,123.7   (mgal)                       NAVD 88
 NZ0587
 NZ0587  VERT ORDER  -  SECOND    CLASS 0
 NZ0587
 NZ0587.The horizontal coordinates were scaled from a topographic map and have
 NZ0587.an estimated accuracy of +/- 6 seconds.
 NZ0587
 NZ0587.The orthometric height was determined by differential leveling
 NZ0587.and adjusted in June 1991.
 NZ0587
 NZ0587.The geoid height was determined by GEOID03.
 NZ0587
 NZ0587.The dynamic height is computed by dividing the NAVD 88
 NZ0587.geopotential number by the normal gravity value computed on the
 NZ0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0587.degrees latitude (g = 980.6199 gals.).
 NZ0587
 NZ0587.The modeled gravity was interpolated from observed gravity values.
 NZ0587
 NZ0587;                    North         East    Units  Estimated Accuracy
 NZ0587;SPC OR S     -    42,990.    1,221,570.      MT  (+/- 180 meters Scaled)
 NZ0587
 NZ0587                          SUPERSEDED SURVEY CONTROL
 NZ0587
 NZ0587  NGVD 29 (??/??/92)  909.361  (m)         2983.46   (f) ADJ UNCH    2 0
 NZ0587
 NZ0587.Superseded values are not recommended for survey control.
 NZ0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0587.See file dsdata.txt to determine how the superseded data were derived.
 NZ0587
 NZ0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM286505(NAD 83)
 NZ0587_MARKER: DB = BENCH MARK DISK
 NZ0587_SETTING: 66 = SET IN ROCK OUTCROP
 NZ0587_SP_SET: BEDROCK
 NZ0587_STAMPING: F 649 1942
 NZ0587_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NZ0587+STABILITY: POSITION/ELEVATION WELL
 NZ0587
 NZ0587  HISTORY     - Date     Condition        Report By
 NZ0587  HISTORY     - 1942     MONUMENTED       CGS
 NZ0587  HISTORY     - 1964     GOOD             NGS
 NZ0587
 NZ0587                          STATION DESCRIPTION
 NZ0587
 NZ0587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 NZ0587'15.7 MI SW FROM OBRIEN.
 NZ0587'15.7 MILES SOUTHWEST ALONG THE WIMER ROAD FROM THE OBRIEN POST OFFICE
 NZ0587'IN BEDROCK IN A ROCK LEDGE THAT PARALLELS THE ROAD, 0.5 MILE NORTHEAST
 NZ0587'OF MILE POST NO. 16, 150 FEET NORTH OF A TURN-OUT AT A CURVE, 12 FEET
 NZ0587'WEST OF THE CENTER OF THE ROAD, 1 FOOT EAST OF A ROCK CAIRN AND 3 FEET
 NZ0587'ABOVE THE LEVEL OF THE ROAD.  THE LETTERS B M WERE PAINTED ON THE EAST
 NZ0587'FACE OF THE LEDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0054 ***********************************************************************
 NX0054  DESIGNATION -  F 65
 NX0054  PID         -  NX0054
 NX0054  STATE/COUNTY-  OR/HARNEY
 NX0054  USGS QUAD   -  COLONY RANCH (1981)
 NX0054
 NX0054                         *CURRENT SURVEY CONTROL
 NX0054  ___________________________________________________________________
 NX0054* NAD 83(1986)-  42 07 19.     (N)    118 35 55.     (W)     SCALED    
 NX0054* NAVD 88     -      1285.956  (meters)    4219.01   (feet)  ADJUSTED  
 NX0054  ___________________________________________________________________
 NX0054  GEOID HEIGHT-         -19.63  (meters)                     GEOID03
 NX0054  DYNAMIC HT  -        1285.139 (meters)    4216.33  (feet)  COMP
 NX0054  MODELED GRAV-     979,942.5   (mgal)                       NAVD 88
 NX0054
 NX0054  VERT ORDER  -  FIRST     CLASS II
 NX0054
 NX0054.The horizontal coordinates were scaled from a topographic map and have
 NX0054.an estimated accuracy of +/- 6 seconds.
 NX0054
 NX0054.The orthometric height was determined by differential leveling
 NX0054.and adjusted in June 1991.
 NX0054
 NX0054.The geoid height was determined by GEOID03.
 NX0054
 NX0054.The dynamic height is computed by dividing the NAVD 88
 NX0054.geopotential number by the normal gravity value computed on the
 NX0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0054.degrees latitude (g = 980.6199 gals.).
 NX0054
 NX0054.The modeled gravity was interpolated from observed gravity values.
 NX0054
 NX0054;                    North         East    Units  Estimated Accuracy
 NX0054;SPC OR S     -    52,360.    1,657,230.      MT  (+/- 180 meters Scaled)
 NX0054
 NX0054                          SUPERSEDED SURVEY CONTROL
 NX0054
 NX0054  NGVD 29 (??/??/92) 1284.807  (m)         4215.24   (f) ADJ UNCH    1 2
 NX0054
 NX0054.Superseded values are not recommended for survey control.
 NX0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NX0054.See file dsdata.txt to determine how the superseded data were derived.
 NX0054
 NX0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG678645(NAD 83)
 NX0054_MARKER: DB = BENCH MARK DISK
 NX0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NX0054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NX0054_STAMPING: F 65 1931
 NX0054_MARK LOGO: CGS   
 NX0054_PROJECTION: PROJECTING 7 CENTIMETERS
 NX0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NX0054+STABILITY: SURFACE MOTION
 NX0054
 NX0054  HISTORY     - Date     Condition        Report By
 NX0054  HISTORY     - 1931     MONUMENTED       CGS
 NX0054  HISTORY     - 1977     GOOD             USGS
 NX0054  HISTORY     - 1984     GOOD             NGS
 NX0054
 NX0054                          STATION DESCRIPTION
 NX0054
 NX0054'DESCRIBED BY US GEOLOGICAL SURVEY 1977
 NX0054'10.5 MI N FROM DENIO.
 NX0054'10.5 MILES NORTH ALONG THE ROAD TO FIELDS FROM THE POST OFFICE IN
 NX0054'DENIO, NEV. ABOUT 850 FEET WEST OF THE ROAD AND AT THE NORTHEAST
 NX0054'CORNER OF A FENCE AROUND THE HOUSING FACILITIES OF THE HARNEY ELECTRIC
 NX0054'COMPANY.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
 NX0054
 NX0054                          STATION RECOVERY (1984)
 NX0054
 NX0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NX0054'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY.
 NX0054'NEW DESCRIPTION FOLLOWS.  16.34 KM (10.16 MI) NORTH ALONG THE
 NX0054'WINNEMUCCA CRANE ROAD FROM THE POST OFFICE AT DENIO, NEVADA, THENCE
 NX0054'0.31 KM (0.19 MI) SOUTHWEST ALONG A DIRT ROAD, THENCE 0.16 KM
 NX0054'(0.10 MI) NORTHWEST ALONG A TRACK ROAD, AT THE T JUNCTION OF A TRACK
 NX0054'ROAD LEADING WEST ALONG A FENCE, 16.3 METERS (53.5 FT) SOUTHWEST OF
 NX0054'THE CENTER OF THE NORTHWEST-SOUTHEAST TRACK ROAD, 5.3 METERS (17.5 FT)
 NX0054'SOUTH OF THE CENTER OF THE EAST-WEST TRACK ROAD AND 1.1 METERS
 NX0054'(3.5 FT) EAST OF A FENCE CORNER.
 NX0054'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 NX0054'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0171 ***********************************************************************
 OA0171  DESIGNATION -  F 657
 OA0171  PID         -  OA0171
 OA0171  STATE/COUNTY-  OR/CURRY
 OA0171  USGS QUAD   -  BROOKINGS (1986)
 OA0171
 OA0171                         *CURRENT SURVEY CONTROL
 OA0171  ___________________________________________________________________
 OA0171* NAD 83(1986)-  42 03 18.     (N)    124 16 16.     (W)     SCALED    
 OA0171* NAVD 88     -        26.442  (meters)      86.75   (feet)  POSTED    
 OA0171  ___________________________________________________________________
 OA0171  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 OA0171  DYNAMIC HT  -          26.430 (meters)      86.71  (feet)  COMP
 OA0171  MODELED GRAV-     980,314.8   (mgal)                       NAVD 88
 OA0171
 OA0171  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 OA0171
 OA0171.The horizontal coordinates were scaled from a topographic map and have
 OA0171.an estimated accuracy of +/- 6 seconds.
 OA0171
 OA0171.The orthometric height was determined by differential leveling
 OA0171.and adjusted by the  in 1992.
 OA0171.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 OA0171.was located on a no-check spur therefore a value was not computed.
 OA0171.No vertical observational check was made to the station.
 OA0171
 OA0171.The geoid height was determined by GEOID03.
 OA0171
 OA0171.The dynamic height is computed by dividing the NAVD 88
 OA0171.geopotential number by the normal gravity value computed on the
 OA0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0171.degrees latitude (g = 980.6199 gals.).
 OA0171
 OA0171.The modeled gravity was interpolated from observed gravity values.
 OA0171
 OA0171;                    North         East    Units  Estimated Accuracy
 OA0171;SPC OR S     -    50,170.    1,187,910.      MT  (+/- 180 meters Scaled)
 OA0171
 OA0171                          SUPERSEDED SURVEY CONTROL
 OA0171
 OA0171  NGVD 29 (??/??/92)   25.363  (m)           83.21   (f) ADJ UNCH    2 0
 OA0171
 OA0171.Superseded values are not recommended for survey control.
 OA0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0171.See file dsdata.txt to determine how the superseded data were derived.
 OA0171
 OA0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCM948566(NAD 83)
 OA0171_MARKER: DB = BENCH MARK DISK
 OA0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OA0171_STAMPING: F 657 1942
 OA0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0171+STABILITY: SURFACE MOTION
 OA0171
 OA0171  HISTORY     - Date     Condition        Report By
 OA0171  HISTORY     - 1942     MONUMENTED       CGS
 OA0171  HISTORY     - 1964     GOOD             NGS
 OA0171  HISTORY     - 1982     MARK NOT FOUND   USGS
 OA0171  HISTORY     - 19981112 MARK NOT FOUND   USPSQD
 OA0171
 OA0171                          STATION DESCRIPTION
 OA0171
 OA0171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 OA0171'1.0 MI E FROM BROOKINGS.
 OA0171'1.0 MILE EAST ALONG CHETCO AVENUE AND NORTH BANK ROAD FROM THE
 OA0171'BROOKINGS POST OFFICE, 0.3 MILE EAST OF A T ROAD INTERSECTION, 81 FEET
 OA0171'NORTHEAST OF POWER AND TELEPONE POLE NO. A-6R2, 23 FEET SOUTHEAST OF
 OA0171'THE CENTER OF THE NORTH BANK ROAD AND 1 FOOT NORTHEAST OF A METAL
 OA0171'WITNESS POST.  THE MONUMENT PROJECTS 6 INCHES.  NOTE-- THIS BENCH MARK
 OA0171'IS LEANING SLIGHTLY TO THE SOUTHEAST AND ITS ELEVATION SHOULD BE USED
 OA0171'WITH CAUTION.
 OA0171
 OA0171                          STATION RECOVERY (1982)
 OA0171
 OA0171'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 OA0171'MARK NOT FOUND.
 OA0171
 OA0171                          STATION RECOVERY (1998)
 OA0171
 OA0171'RECOVERY NOTE BY US POWER SQUADRON 1998
 OA0171'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1409 ***********************************************************************
 QE1409  DESIGNATION -  F 661
 QE1409  PID         -  QE1409
 QE1409  STATE/COUNTY-  OR/LINCOLN
 QE1409  USGS QUAD   -  LINCOLN CITY (1984)
 QE1409
 QE1409                         *CURRENT SURVEY CONTROL
 QE1409  ___________________________________________________________________
 QE1409* NAD 83(1986)-  44 58 04.     (N)    124 00 57.     (W)     SCALED    
 QE1409* NAVD 88     -         8.102  (meters)      26.58   (feet)  ADJUSTED  
 QE1409  ___________________________________________________________________
 QE1409  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 QE1409  DYNAMIC HT  -           8.103 (meters)      26.58  (feet)  COMP
 QE1409  MODELED GRAV-     980,647.8   (mgal)                       NAVD 88
 QE1409
 QE1409  VERT ORDER  -  FIRST     CLASS II
 QE1409
 QE1409.The horizontal coordinates were scaled from a topographic map and have
 QE1409.an estimated accuracy of +/- 6 seconds.
 QE1409
 QE1409.The orthometric height was determined by differential leveling
 QE1409.and adjusted in June 1991.
 QE1409
 QE1409.The geoid height was determined by GEOID03.
 QE1409
 QE1409.The dynamic height is computed by dividing the NAVD 88
 QE1409.geopotential number by the normal gravity value computed on the
 QE1409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1409.degrees latitude (g = 980.6199 gals.).
 QE1409
 QE1409.The modeled gravity was interpolated from observed gravity values.
 QE1409
 QE1409;                    North         East    Units  Estimated Accuracy
 QE1409;SPC OR N     -   150,620.    2,222,750.      MT  (+/- 180 meters Scaled)
 QE1409
 QE1409                          SUPERSEDED SURVEY CONTROL
 QE1409
 QE1409.No superseded survey control is available for this station.
 QE1409
 QE1409_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ198798(NAD 83)
 QE1409_MARKER: DB = BENCH MARK DISK
 QE1409_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QE1409_SP_SET: BRIDGE WALKWAY
 QE1409_STAMPING: F 661 1975
 QE1409_MARK LOGO: ORHD  
 QE1409_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE1409_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QE1409+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2005
 QE1409
 QE1409  HISTORY     - Date     Condition        Report By
 QE1409  HISTORY     - 1975     MONUMENTED       ORHD
 QE1409  HISTORY     - 1987     GOOD             USPSQD
 QE1409  HISTORY     - 1987     GOOD             NGS
 QE1409  HISTORY     - 20040508 GOOD             USPSQD
 QE1409  HISTORY     - 20051211 GOOD             USPSQD
 QE1409  HISTORY     - 20061014 GOOD             GEOCAC
 QE1409
 QE1409                          STATION DESCRIPTION
 QE1409
 QE1409'DESCRIBED BY US POWER SQUADRON 1987 (GAN)
 QE1409'RECOVERED IN GOOD CONDITION.
 QE1409
 QE1409                          STATION RECOVERY (1987)
 QE1409
 QE1409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE1409'0.3 KM (0.20 MI) SOUTH FROM LINCOLN CITY.
 QE1409'0.3 KM (0.20 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE DELAKE
 QE1409'SCHOOL IN LINCOLN CITY, IN THE NORTHEAST END OF THE NORTHWEST WALKWAY
 QE1409'OF A BRIDGE SPANNING THE DEVILS RIVER, 9.2 M (30.2 FT) NORTHWEST OF
 QE1409'THE CENTERLINE OF THE HIGHWAY, 5.9 M (19.4 FT) SOUTHWEST OF THE
 QE1409'NORTHEAST END OF THE WALKWAY, AND 0.2 M (0.7 FT) SOUTHEAST OF THE
 QE1409'NORTHWEST GUARDRAIL.
 QE1409'THE MARK IS 0.2 M ABOVE THE HIGHWAY.
 QE1409
 QE1409                          STATION RECOVERY (2004)
 QE1409
 QE1409'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 QE1409'RECOVERED IN GOOD CONDITION.
 QE1409
 QE1409                          STATION RECOVERY (2005)
 QE1409
 QE1409'RECOVERY NOTE BY US POWER SQUADRON 2005
 QE1409'RECOVERED IN GOOD CONDITION.
 QE1409
 QE1409                          STATION RECOVERY (2006)
 QE1409
 QE1409'RECOVERY NOTE BY GEOCACHING 2006 (ADS)
 QE1409'THE RIVER THIS BRIDGE SPANS IS NOW REFERRED TO AS THE D RIVER ON LOCAL
 QE1409'SIGNAGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0127 ***********************************************************************
 PA0127  DESIGNATION -  F 67
 PA0127  PID         -  PA0127
 PA0127  STATE/COUNTY-  OR/HARNEY
 PA0127  USGS QUAD   -  SOUTH FORK RESERVOIR (1977)
 PA0127
 PA0127                         *CURRENT SURVEY CONTROL
 PA0127  ___________________________________________________________________
 PA0127* NAD 83(1986)-  43 10 58.     (N)    118 20 33.     (W)     SCALED    
 PA0127* NAVD 88     -      1254.178  (meters)    4114.75   (feet)  ADJUSTED  
 PA0127  ___________________________________________________________________
 PA0127  GEOID HEIGHT-         -18.51  (meters)                     GEOID03
 PA0127  DYNAMIC HT  -        1253.535 (meters)    4112.64  (feet)  COMP
 PA0127  MODELED GRAV-     980,064.1   (mgal)                       NAVD 88
 PA0127
 PA0127  VERT ORDER  -  FIRST     CLASS II
 PA0127
 PA0127.The horizontal coordinates were scaled from a topographic map and have
 PA0127.an estimated accuracy of +/- 6 seconds.
 PA0127
 PA0127.The orthometric height was determined by differential leveling
 PA0127.and adjusted in June 1991.
 PA0127
 PA0127.The geoid height was determined by GEOID03.
 PA0127
 PA0127.The dynamic height is computed by dividing the NAVD 88
 PA0127.geopotential number by the normal gravity value computed on the
 PA0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0127.degrees latitude (g = 980.6199 gals.).
 PA0127
 PA0127.The modeled gravity was interpolated from observed gravity values.
 PA0127
 PA0127;                    North         East    Units  Estimated Accuracy
 PA0127;SPC OR S     -   170,670.    1,675,360.      MT  (+/- 180 meters Scaled)
 PA0127
 PA0127                          SUPERSEDED SURVEY CONTROL
 PA0127
 PA0127  NGVD 29 (??/??/92) 1253.047  (m)         4111.04   (f) ADJ UNCH    1 2
 PA0127
 PA0127.Superseded values are not recommended for survey control.
 PA0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0127.See file dsdata.txt to determine how the superseded data were derived.
 PA0127
 PA0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH908819(NAD 83)
 PA0127_MARKER: DB = BENCH MARK DISK
 PA0127_SETTING: 66 = SET IN ROCK OUTCROP
 PA0127_SP_SET: ROCK OUTCROP
 PA0127_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PA0127+STABILITY: POSITION/ELEVATION WELL
 PA0127
 PA0127  HISTORY     - Date     Condition        Report By
 PA0127  HISTORY     - UNK      MONUMENTED       CGS
 PA0127  HISTORY     - 1931     GOOD             NGS
 PA0127  HISTORY     - 1974     MARK NOT FOUND   NGS
 PA0127  HISTORY     - 19741204 MARK NOT FOUND   USPSQD
 PA0127  HISTORY     - 1984     MARK NOT FOUND   NGS
 PA0127
 PA0127                          STATION DESCRIPTION
 PA0127
 PA0127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 PA0127'13.9 MI N FROM FOLLY FARM.
 PA0127'27.5 MILES SOUTH OF CRANE, WHERE ROAD RUNS EAST TO A. E. BROWN RANCH,
 PA0127'78 FEET NORTHEAST OF CENTER OF INTERSECTION.
 PA0127
 PA0127                          STATION RECOVERY (1974)
 PA0127
 PA0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 PA0127'MARK NOT FOUND.
 PA0127
 PA0127                          STATION RECOVERY (1974)
 PA0127
 PA0127'RECOVERY NOTE BY US POWER SQUADRON 1974 (RWH)
 PA0127'MARK NOT FOUND.
 PA0127
 PA0127                          STATION RECOVERY (1984)
 PA0127
 PA0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PA0127'EVIDENCE WAS FOUND THAT THIS MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0189 ***********************************************************************
 NX0189  DESIGNATION -  F 696
 NX0189  PID         -  NX0189
 NX0189  STATE/COUNTY-  OR/HARNEY
 NX0189  USGS QUAD   -  TUMTUM LAKE (1981)
 NX0189
 NX0189                         *CURRENT SURVEY CONTROL
 NX0189  ___________________________________________________________________
 NX0189* NAD 83(1986)-  42 08 13.     (N)    118 36 13.     (W)     SCALED    
 NX0189* NAVD 88     -      1270.526  (meters)    4168.38   (feet)  ADJUSTED  
 NX0189  ___________________________________________________________________
 NX0189  GEOID HEIGHT-         -19.63  (meters)                     GEOID03
 NX0189  DYNAMIC HT  -        1269.719 (meters)    4165.74  (feet)  COMP
 NX0189  MODELED GRAV-     979,943.4   (mgal)                       NAVD 88
 NX0189
 NX0189  VERT ORDER  -  FIRST     CLASS II
 NX0189
 NX0189.The horizontal coordinates were scaled from a topographic map and have
 NX0189.an estimated accuracy of +/- 6 seconds.
 NX0189
 NX0189.The orthometric height was determined by differential leveling
 NX0189.and adjusted in June 1991.
 NX0189
 NX0189.The geoid height was determined by GEOID03.
 NX0189
 NX0189.The dynamic height is computed by dividing the NAVD 88
 NX0189.geopotential number by the normal gravity value computed on the
 NX0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0189.degrees latitude (g = 980.6199 gals.).
 NX0189
 NX0189.The modeled gravity was interpolated from observed gravity values.
 NX0189
 NX0189;                    North         East    Units  Estimated Accuracy
 NX0189;SPC OR S     -    54,020.    1,656,780.      MT  (+/- 180 meters Scaled)
 NX0189
 NX0189                          SUPERSEDED SURVEY CONTROL
 NX0189
 NX0189.No superseded survey control is available for this station.
 NX0189
 NX0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG674662(NAD 83)
 NX0189_MARKER: I = METAL ROD
 NX0189_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NX0189_SP_SET: STAINLESS STEEL ROD
 NX0189_STAMPING: F 696 1984
 NX0189_MARK LOGO: NGS   
 NX0189_PROJECTION: FLUSH
 NX0189_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NX0189_ROD/PIPE-DEPTH: 12.2 meters
 NX0189
 NX0189  HISTORY     - Date     Condition        Report By
 NX0189  HISTORY     - 1984     MONUMENTED       NGS
 NX0189
 NX0189                          STATION DESCRIPTION
 NX0189
 NX0189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 NX0189'18.2 KM (11.3 MI) NORTH FROM DENIO.
 NX0189'18.21 KM (11.31 MI) NORTH ALONG THE WINNEMUCCA CRANE ROAD FROM THE
 NX0189'POST OFFICE AT DENIO, NEVADA, 29.9 METERS (98 FT) EAST OF THE CENTER
 NX0189'OF THE ROAD, 68.9 METERS (226 FT) NORTH OF A FENCE CORNER AND
 NX0189'42.7 METERS (140 FT) EAST ACROSS THE ROAD FROM POWER POLE C 2122.
 NX0189'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 NX0189'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0213 ***********************************************************************
 NX0213  DESIGNATION -  F 697
 NX0213  PID         -  NX0213
 NX0213  STATE/COUNTY-  OR/HARNEY
 NX0213  USGS QUAD   -  ALVORD HOT SPRINGS (1979)
 NX0213
 NX0213                         *CURRENT SURVEY CONTROL
 NX0213  ___________________________________________________________________
 NX0213* NAD 83(1986)-  42 36 59.     (N)    118 30 09.     (W)     SCALED    
 NX0213* NAVD 88     -      1281.658  (meters)    4204.91   (feet)  ADJUSTED  
 NX0213  ___________________________________________________________________
 NX0213  GEOID HEIGHT-         -19.05  (meters)                     GEOID03
 NX0213  DYNAMIC HT  -        1280.773 (meters)    4202.00  (feet)  COMP
 NX0213  MODELED GRAV-     979,888.3   (mgal)                       NAVD 88
 NX0213
 NX0213  VERT ORDER  -  FIRST     CLASS II
 NX0213
 NX0213.The horizontal coordinates were scaled from a topographic map and have
 NX0213.an estimated accuracy of +/- 6 seconds.
 NX0213
 NX0213.The orthometric height was determined by differential leveling
 NX0213.and adjusted in June 1991.
 NX0213
 NX0213.The geoid height was determined by GEOID03.
 NX0213
 NX0213.The dynamic height is computed by dividing the NAVD 88
 NX0213.geopotential number by the normal gravity value computed on the
 NX0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0213.degrees latitude (g = 980.6199 gals.).
 NX0213
 NX0213.The modeled gravity was interpolated from observed gravity values.
 NX0213
 NX0213;                    North         East    Units  Estimated Accuracy
 NX0213;SPC OR S     -   107,450.    1,663,860.      MT  (+/- 180 meters Scaled)
 NX0213
 NX0213                          SUPERSEDED SURVEY CONTROL
 NX0213
 NX0213.No superseded survey control is available for this station.
 NX0213
 NX0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH767193(NAD 83)
 NX0213_MARKER: I = METAL ROD
 NX0213_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NX0213+WITH SETTING: INFORMATION.
 NX0213_SP_SET: SHALLOW SET METAL ROD
 NX0213_STAMPING: F 697 1984
 NX0213_MARK LOGO: NGS   
 NX0213_PROJECTION: FLUSH
 NX0213_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NX0213_ROD/PIPE-DEPTH: 1.8  meters
 NX0213
 NX0213  HISTORY     - Date     Condition        Report By
 NX0213  HISTORY     - 1984     MONUMENTED       NGS
 NX0213
 NX0213                          STATION DESCRIPTION
 NX0213
 NX0213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 NX0213'45.9 KM (28.5 MI) NORTH FROM FIELDS.
 NX0213'45.88 KM (28.52 MI) NORTH ALONG THE WINNEMUCCA CRANE ROAD FROM THE
 NX0213'POST OFFICE AT FIELDS, AT THE Y JUNCTION OF A DIRT ROAD LEADING SOUTH
 NX0213'TO FLOWING WELLS, NEAR THE NORTHEAST END OF A ROAD FILL, 0.29 KM
 NX0213'(0.18 MI) SOUTHWEST OF THE CROSSING OF BIG ALVORD CREEK, 24.7 METERS
 NX0213'(81 FT) SOUTHEAST OF THE CENTER OF THE MAIN ROAD, 36.6 METERS (120 FT)
 NX0213'SOUTHEAST OF THE CENTER OF THE DIRT ROAD AND 21.0 METERS (69 FT) SOUTH
 NX0213'OF THE NORTHEAST END OF THE FILL.  NOTE--ROD SET TO 6 FOOT ANCHORED
 NX0213'REFUSAL.
 NX0213'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 NX0213'THE MARK IS 1.0 M BELOW THE MAIN ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0564 ***********************************************************************
 PA0564  DESIGNATION -  F 698
 PA0564  PID         -  PA0564
 PA0564  STATE/COUNTY-  OR/HARNEY
 PA0564  USGS QUAD   -  FOLLY FARM (1974)
 PA0564
 PA0564                         *CURRENT SURVEY CONTROL
 PA0564  ___________________________________________________________________
 PA0564* NAD 83(1986)-  43 01 42.     (N)    118 14 11.     (W)     SCALED    
 PA0564* NAVD 88     -      1257.561  (meters)    4125.85   (feet)  ADJUSTED  
 PA0564  ___________________________________________________________________
 PA0564  GEOID HEIGHT-         -18.44  (meters)                     GEOID03
 PA0564  DYNAMIC HT  -        1256.882 (meters)    4123.62  (feet)  COMP
 PA0564  MODELED GRAV-     980,037.7   (mgal)                       NAVD 88
 PA0564
 PA0564  VERT ORDER  -  FIRST     CLASS II
 PA0564
 PA0564.The horizontal coordinates were scaled from a topographic map and have
 PA0564.an estimated accuracy of +/- 6 seconds.
 PA0564
 PA0564.The orthometric height was determined by differential leveling
 PA0564.and adjusted in June 1991.
 PA0564
 PA0564.The geoid height was determined by GEOID03.
 PA0564
 PA0564.The dynamic height is computed by dividing the NAVD 88
 PA0564.geopotential number by the normal gravity value computed on the
 PA0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0564.degrees latitude (g = 980.6199 gals.).
 PA0564
 PA0564.The modeled gravity was interpolated from observed gravity values.
 PA0564
 PA0564;                    North         East    Units  Estimated Accuracy
 PA0564;SPC OR S     -   153,750.    1,684,450.      MT  (+/- 180 meters Scaled)
 PA0564
 PA0564                          SUPERSEDED SURVEY CONTROL
 PA0564
 PA0564.No superseded survey control is available for this station.
 PA0564
 PA0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH992647(NAD 83)
 PA0564_MARKER: I = METAL ROD
 PA0564_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PA0564+WITH SETTING: INFORMATION.
 PA0564_SP_SET: SHALLOW SET METAL ROD
 PA0564_STAMPING: F 698 1984
 PA0564_MARK LOGO: NGS   
 PA0564_PROJECTION: FLUSH
 PA0564_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PA0564_ROD/PIPE-DEPTH: 0.9  meters
 PA0564
 PA0564  HISTORY     - Date     Condition        Report By
 PA0564  HISTORY     - 1984     MONUMENTED       NGS
 PA0564
 PA0564                          STATION DESCRIPTION
 PA0564
 PA0564'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PA0564'49.0 KM (30.5 MI) SOUTH FROM NEW PRINCETON.
 PA0564'44.14 KM (27.43 MI) SOUTHEAST ALONG STATE HIGHWAY 78 FROM THE POST
 PA0564'OFFICE AT NEW PRINCETON, THENCE 4.90 KM (3.05 MI) SOUTH ALONG THE
 PA0564'WINNEMUCCA CRANE ROAD, AT THE TOP OF THE NORTHEAST END OF A LOW CUT,
 PA0564'0.80 KM (0.50 MI) SOUTHWEST OF THE HARNEY-MALHEUR COUNTY LINE AND THE
 PA0564'T JUNCTION OF A TRACK ROAD, 27.1 METERS (89 FT) SOUTHEAST OF THE
 PA0564'CENTER OF THE ROAD AND 28.9 METERS (95 FT) SOUTH OF THE NORTHEAST END
 PA0564'OF THE CUT.  NOTE-ROD SET TO 3 FEET ANCHORED REFUSAL.
 PA0564'THE MARK IS 0.6 METERS  NE FROM A WITNESS POST.
 PA0564'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0588 ***********************************************************************
 PA0588  DESIGNATION -  F 699
 PA0588  PID         -  PA0588
 PA0588  STATE/COUNTY-  OR/HARNEY
 PA0588  USGS QUAD   -  NEW PRINCETON (1990)
 PA0588
 PA0588                         *CURRENT SURVEY CONTROL
 PA0588  ___________________________________________________________________
 PA0588* NAD 83(1986)-  43 15 42.     (N)    118 34 26.     (W)     SCALED    
 PA0588* NAVD 88     -      1253.068  (meters)    4111.11   (feet)  ADJUSTED  
 PA0588  ___________________________________________________________________
 PA0588  GEOID HEIGHT-         -18.84  (meters)                     GEOID03
 PA0588  DYNAMIC HT  -        1252.438 (meters)    4109.04  (feet)  COMP
 PA0588  MODELED GRAV-     980,073.8   (mgal)                       NAVD 88
 PA0588
 PA0588  VERT ORDER  -  FIRST     CLASS II
 PA0588
 PA0588.The horizontal coordinates were scaled from a topographic map and have
 PA0588.an estimated accuracy of +/- 6 seconds.
 PA0588
 PA0588.The orthometric height was determined by differential leveling
 PA0588.and adjusted in June 1991.
 PA0588
 PA0588.The geoid height was determined by GEOID03.
 PA0588
 PA0588.The dynamic height is computed by dividing the NAVD 88
 PA0588.geopotential number by the normal gravity value computed on the
 PA0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0588.degrees latitude (g = 980.6199 gals.).
 PA0588
 PA0588.The modeled gravity was interpolated from observed gravity values.
 PA0588
 PA0588;                    North         East    Units  Estimated Accuracy
 PA0588;SPC OR S     -   178,980.    1,656,360.      MT  (+/- 180 meters Scaled)
 PA0588
 PA0588                          SUPERSEDED SURVEY CONTROL
 PA0588
 PA0588.No superseded survey control is available for this station.
 PA0588
 PA0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH722910(NAD 83)
 PA0588_MARKER: I = METAL ROD
 PA0588_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PA0588_SP_SET: STAINLESS STEEL ROD
 PA0588_STAMPING: F 699 1984
 PA0588_MARK LOGO: NGS   
 PA0588_PROJECTION: FLUSH
 PA0588_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PA0588_ROD/PIPE-DEPTH: 12.2 meters
 PA0588
 PA0588  HISTORY     - Date     Condition        Report By
 PA0588  HISTORY     - 1984     MONUMENTED       NGS
 PA0588
 PA0588                          STATION DESCRIPTION
 PA0588
 PA0588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PA0588'3.1 KM (1.9 MI) SOUTH FROM NEW PRINCETON.
 PA0588'0.27 KM (0.17 MI) SOUTH ALONG STATE HIGHWAY 78 FROM THE POST OFFICE AT
 PA0588'NEW PRINCETON, THENCE 2.08 KM (1.29 MI) SOUTH ALONG A DIRT ROAD
 PA0588'LEADING TO OLD PRINCETON, THENCE 0.73 KM (0.46 MI) EAST ALONG A DIRT
 PA0588'ROAD, AT AN OFFSET IN THE FENCE, 1.60 KM (1.0 MI) WEST OF THE T
 PA0588'JUNCTION OF STATE HIGHWAY 78, 12.2 METERS (40 FT) SOUTH OF THE CENTER
 PA0588'OF THE ROAD, 5.5 METERS (18 FT) WEST OF A FENCE T JUNCTION, 5.5 METERS
 PA0588'(18 FT) WEST OF BENCH MARK N 67 AND 0.5 METER (1.5 FT) NORTH OF THE
 PA0588'EAST-WEST FENCE.
 PA0588'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 PA0588'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0152 ***********************************************************************
 NZ0152  DESIGNATION -  F 7
 NZ0152  PID         -  NZ0152
 NZ0152  STATE/COUNTY-  OR/JACKSON
 NZ0152  USGS QUAD   -  SISKIYOU PASS (1983)
 NZ0152
 NZ0152                         *CURRENT SURVEY CONTROL
 NZ0152  ___________________________________________________________________
 NZ0152* NAD 83(1986)-  42 04 23.     (N)    122 36 34.     (W)     SCALED    
 NZ0152* NAVD 88     -      1259.491  (meters)    4132.18   (feet)  POSTED    
 NZ0152  ___________________________________________________________________
 NZ0152  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 NZ0152  DYNAMIC HT  -        1258.740 (meters)    4129.72  (feet)  COMP
 NZ0152  MODELED GRAV-     979,981.1   (mgal)                       NAVD 88
 NZ0152
 NZ0152  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NZ0152
 NZ0152.The horizontal coordinates were scaled from a topographic map and have
 NZ0152.an estimated accuracy of +/- 6 seconds.
 NZ0152
 NZ0152.The orthometric height was determined by differential leveling
 NZ0152.and adjusted by the  in 1992.
 NZ0152.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NZ0152.rate of 0.0 thru 1.0 mm/km.
 NZ0152
 NZ0152.The geoid height was determined by GEOID03.
 NZ0152
 NZ0152.The dynamic height is computed by dividing the NAVD 88
 NZ0152.geopotential number by the normal gravity value computed on the
 NZ0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0152.degrees latitude (g = 980.6199 gals.).
 NZ0152
 NZ0152.The modeled gravity was interpolated from observed gravity values.
 NZ0152
 NZ0152;                    North         East    Units  Estimated Accuracy
 NZ0152;SPC OR S     -    47,340.    1,325,440.      MT  (+/- 180 meters Scaled)
 NZ0152
 NZ0152                          SUPERSEDED SURVEY CONTROL
 NZ0152
 NZ0152  NGVD 29 (??/??/92) 1258.344  (m)         4128.42   (f) ADJ UNCH    1 2
 NZ0152
 NZ0152.Superseded values are not recommended for survey control.
 NZ0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0152.See file dsdata.txt to determine how the superseded data were derived.
 NZ0152
 NZ0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM323579(NAD 83)
 NZ0152_MARKER: DB = BENCH MARK DISK
 NZ0152_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NZ0152_SP_SET: TURNTABLE
 NZ0152_STAMPING: ELEV. 4128.312 FT. F 7 1920
 NZ0152_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0152
 NZ0152  HISTORY     - Date     Condition        Report By
 NZ0152  HISTORY     - 1920     MONUMENTED       CGS
 NZ0152  HISTORY     - 1954     GOOD             NGS
 NZ0152  HISTORY     - 1977     GOOD             USGS
 NZ0152  HISTORY     - 1988     MARK NOT FOUND   NGS
 NZ0152
 NZ0152                          STATION DESCRIPTION
 NZ0152
 NZ0152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NZ0152'IN SISKIYOU.
 NZ0152'AT SISKIYOU, 0.15 MILE SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY
 NZ0152'RAILROAD FROM THE STATION, ABOUT 0.05 MILE SOUTHWEST OF MILEPOLE 412,
 NZ0152'ABOUT 100 YARDS NORTHEAST OF THE NORTHEAST END OF TUNNEL 13, IN THE
 NZ0152'TOP OF THE CONCRETE WALL OF AN ABANDONED TURNTABLE, 61.6 FEET NORTH OF
 NZ0152'THE NORTH EDGE OF THE TURNTABLE, 14.4 FEET SOUTHEAST OF THE SOUTHEAST
 NZ0152'RAIL OF THE MAIN TRACK, 11.5 FEET EAST OF A SWITCH STAND, ABOUT 1 FOOT
 NZ0152'LOWER THAN THE TRACK, AND 0.8 FOOT UNDERGROUND.  NOTE-- CONCRETE SLABS
 NZ0152'FORM A BOX AROUND THE MARK.
 NZ0152
 NZ0152                          STATION RECOVERY (1977)
 NZ0152
 NZ0152'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 NZ0152'AT SISKIYOU, ABOUT 0.05 MI. SW OF M.P. 412 100 YDS NE OF NE END OF
 NZ0152'TUNNEL 13, 61.6 FT. N OF N EDGE OF AN ABANDONED TURN TABLE, 14.4 FT.
 NZ0152'SE OF THE SE RAIL OF MAIN TRACK, 11.5 FT. E OF A SWITCH STAND, ABOUT
 NZ0152'1.0 FT. LOWER THAN TRACK AND 0.1 FT. UNDERGROUND IN A CONCRETE SLAB.
 NZ0152'USC & GS BRONZE DISK STAMPED 'F-7 1920.'
 NZ0152
 NZ0152                          STATION RECOVERY (1988)
 NZ0152
 NZ0152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 NZ0152'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0568 ***********************************************************************
 QC0568  DESIGNATION -  F 70
 QC0568  PID         -  QC0568
 QC0568  STATE/COUNTY-  OR/WHEELER
 QC0568  USGS QUAD   -  PICTURE GORGE WEST (1990)
 QC0568
 QC0568                         *CURRENT SURVEY CONTROL
 QC0568  ___________________________________________________________________
 QC0568* NAD 83(1986)-  44 32 08.     (N)    119 45 01.     (W)     SCALED    
 QC0568* NAVD 88     -       862.101  (meters)    2828.41   (feet)  ADJUSTED  
 QC0568  ___________________________________________________________________
 QC0568  GEOID HEIGHT-         -19.14  (meters)                     GEOID03
 QC0568  DYNAMIC HT  -         861.833 (meters)    2827.53  (feet)  COMP
 QC0568  MODELED GRAV-     980,278.8   (mgal)                       NAVD 88
 QC0568
 QC0568  VERT ORDER  -  FIRST     CLASS II
 QC0568
 QC0568.The horizontal coordinates were scaled from a topographic map and have
 QC0568.an estimated accuracy of +/- 6 seconds.
 QC0568
 QC0568.The orthometric height was determined by differential leveling
 QC0568.and adjusted in June 1991.
 QC0568
 QC0568.The geoid height was determined by GEOID03.
 QC0568
 QC0568.The dynamic height is computed by dividing the NAVD 88
 QC0568.geopotential number by the normal gravity value computed on the
 QC0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0568.degrees latitude (g = 980.6199 gals.).
 QC0568
 QC0568.The modeled gravity was interpolated from observed gravity values.
 QC0568
 QC0568;                    North         East    Units  Estimated Accuracy
 QC0568;SPC OR N     -    96,830.    2,559,590.      MT  (+/- 180 meters Scaled)
 QC0568
 QC0568                          SUPERSEDED SURVEY CONTROL
 QC0568
 QC0568  NGVD 29 (??/??/92)  860.942  (m)         2824.61   (f) ADJ UNCH    1 2
 QC0568
 QC0568.Superseded values are not recommended for survey control.
 QC0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0568.See file dsdata.txt to determine how the superseded data were derived.
 QC0568
 QC0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKK814350(NAD 83)
 QC0568_MARKER: DB = BENCH MARK DISK
 QC0568_SETTING: 80 = SET IN A BOULDER
 QC0568_SP_SET: IN DRILL HOLE IN A BOULDER
 QC0568_STAMPING: F 70 1931 2824.860
 QC0568_MARK LOGO: CGS   
 QC0568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0568+STABILITY: SURFACE MOTION
 QC0568_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QC0568+SATELLITE: SATELLITE OBSERVATIONS - October 07, 1987
 QC0568
 QC0568  HISTORY     - Date     Condition        Report By
 QC0568  HISTORY     - 1931     MONUMENTED       CGS
 QC0568  HISTORY     - 19871007 GOOD             NGS
 QC0568
 QC0568                          STATION DESCRIPTION
 QC0568
 QC0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 QC0568'13.2 MI NW FROM DAYVILLE.
 QC0568'13.2 MILES N.W. OF DAYVILLE.  IN TOP OF SMALL BOULDER, 30 FEET S.W. OF
 QC0568'CENTER LINE OF ROAD (OCHOCO HIGHWAY, U.S. 28).  10 FEET NORTH OF TWO
 QC0568'SMALL CEDAR TREES.
 QC0568
 QC0568                          STATION RECOVERY (1987)
 QC0568
 QC0568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QC0568'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  22.3 KM
 QC0568'(13.85 MI) WESTERLY ALONG U.S. HIGHWAY 26 FROM THE POST OFFICE IN
 QC0568'DAYVILLE, IN A LARGE PROMINATE BOULDER, 7.3 M (24.0 FT) SOUTH OF THE
 QC0568'CENTERLINE OF THE HIGHWAY, 2.3 M (7.5 FT) NORTH OF A 16-INCH JUNIPER
 QC0568'TREE, 0.45 M (1.5 FT) EAST OF A WITNESS POST, AND 0.3 M (1.0 FT)
 QC0568'BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0613 ***********************************************************************
 PA0613  DESIGNATION -  F 700
 PA0613  PID         -  PA0613
 PA0613  STATE/COUNTY-  OR/HARNEY
 PA0613  USGS QUAD   -  POISON CREEK SLOUGH (1990)
 PA0613
 PA0613                         *CURRENT SURVEY CONTROL
 PA0613  ___________________________________________________________________
 PA0613* NAD 83(1986)-  43 33 20.     (N)    118 56 28.     (W)     SCALED    
 PA0613* NAVD 88     -      1260.863  (meters)    4136.68   (feet)  ADJUSTED  
 PA0613  ___________________________________________________________________
 PA0613  GEOID HEIGHT-         -19.12  (meters)                     GEOID03
 PA0613  DYNAMIC HT  -        1260.247 (meters)    4134.66  (feet)  COMP
 PA0613  MODELED GRAV-     980,087.7   (mgal)                       NAVD 88
 PA0613
 PA0613  VERT ORDER  -  FIRST     CLASS II
 PA0613
 PA0613.This mark is at Burns Municipal Airport (BNO)
 PA0613
 PA0613.The horizontal coordinates were scaled from a topographic map and have
 PA0613.an estimated accuracy of +/- 6 seconds.
 PA0613
 PA0613.The orthometric height was determined by differential leveling
 PA0613.and adjusted in June 1991.
 PA0613
 PA0613.The geoid height was determined by GEOID03.
 PA0613
 PA0613.The dynamic height is computed by dividing the NAVD 88
 PA0613.geopotential number by the normal gravity value computed on the
 PA0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0613.degrees latitude (g = 980.6199 gals.).
 PA0613
 PA0613.The modeled gravity was interpolated from observed gravity values.
 PA0613
 PA0613;                    North         East    Units  Estimated Accuracy
 PA0613;SPC OR S     -   211,000.    1,625,940.      MT  (+/- 180 meters Scaled)
 PA0613
 PA0613                          SUPERSEDED SURVEY CONTROL
 PA0613
 PA0613.No superseded survey control is available for this station.
 PA0613
 PA0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ432243(NAD 83)
 PA0613_MARKER: I = METAL ROD
 PA0613_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PA0613_SP_SET: STAINLESS STEEL ROD
 PA0613_STAMPING: F 700 1984
 PA0613_MARK LOGO: NGS   
 PA0613_PROJECTION: FLUSH
 PA0613_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PA0613_ROD/PIPE-DEPTH: 12.2 meters
 PA0613
 PA0613  HISTORY     - Date     Condition        Report By
 PA0613  HISTORY     - 1984     MONUMENTED       NGS
 PA0613
 PA0613                          STATION DESCRIPTION
 PA0613
 PA0613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PA0613'10.2 KM (6.3 MI) SE FROM BURNS.
 PA0613'0.19 KM (0.12 MI) SOUTH ALONG US HIGHWAYS 395 AND 20 FROM THE POST
 PA0613'OFFICE AT BURNS, THENCE 9.99 KM (6.21 MI) EAST ALONG STATE HIGHWAY 78,
 PA0613'IN THE SOUTHWEST CORNER OF A FIVE POINT INTERSECTION OF PAVED ROADS
 PA0613'LEADING NORTH TO THE EAST SIDE OF THE BURNS AIRPORT AND SOUTH TO
 PA0613'EMBREE SLOUGH, 0.97 KM (0.60 MI) SOUTHEAST OF MILEPOST 6, 21.6 METERS
 PA0613'(71 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 27.1 METERS (89 FT) WEST
 PA0613'ACROSS THE ROAD LEADING TO THE SLOUGH FROM POWER POLE 030029 1 WITH A
 PA0613'TRANSFORMER ATTACHED, 22.6 METERS (74 FT) EAST OF THE EAST CORNER OF A
 PA0613'SMALL WOOD BRIDGE OVER AN IRRIGATION DITCH, 10.7 METERS (35 FT) WEST
 PA0613'OF THE CENTER OF THE ROAD LEADING TO THE SLOUGH, 6.1 METERS (20 FT)
 PA0613'SOUTH OF A FENCE CORNER AND 3.7 METERS (12 FT) NORTH OF A VERTICAL
 PA0613'RAILROAD TIE.
 PA0613'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 PA0613'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB1174 ***********************************************************************
 QB1174  DESIGNATION -  F 701
 QB1174  PID         -  QB1174
 QB1174  STATE/COUNTY-  OR/MALHEUR
 QB1174  USGS QUAD   -  WILLOW CREEK (1988)
 QB1174
 QB1174                         *CURRENT SURVEY CONTROL
 QB1174  ___________________________________________________________________
 QB1174* NAD 83(1986)-  44 05 52.     (N)    117 20 08.     (W)     SCALED    
 QB1174* NAVD 88     -       728.000  (meters)    2388.45   (feet)  ADJUSTED  
 QB1174  ___________________________________________________________________
 QB1174  GEOID HEIGHT-         -17.93  (meters)                     GEOID03
 QB1174  DYNAMIC HT  -         727.761 (meters)    2387.66  (feet)  COMP
 QB1174  MODELED GRAV-     980,266.5   (mgal)                       NAVD 88
 QB1174
 QB1174  VERT ORDER  -  FIRST     CLASS II
 QB1174
 QB1174.The horizontal coordinates were scaled from a topographic map and have
 QB1174.an estimated accuracy of +/- 6 seconds.
 QB1174
 QB1174.The orthometric height was determined by differential leveling
 QB1174.and adjusted in June 1991.
 QB1174
 QB1174.The geoid height was determined by GEOID03.
 QB1174
 QB1174.The dynamic height is computed by dividing the NAVD 88
 QB1174.geopotential number by the normal gravity value computed on the
 QB1174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB1174.degrees latitude (g = 980.6199 gals.).
 QB1174
 QB1174.The modeled gravity was interpolated from observed gravity values.
 QB1174
 QB1174;                    North         East    Units  Estimated Accuracy
 QB1174;SPC OR S     -   274,860.    1,753,340.      MT  (+/- 180 meters Scaled)
 QB1174
 QB1174                          SUPERSEDED SURVEY CONTROL
 QB1174
 QB1174.No superseded survey control is available for this station.
 QB1174
 QB1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ731827(NAD 83)
 QB1174_MARKER: I = METAL ROD
 QB1174_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QB1174_SP_SET: STAINLESS STEEL ROD
 QB1174_STAMPING: F 701 1985
 QB1174_MARK LOGO: NGS   
 QB1174_PROJECTION: FLUSH
 QB1174_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QB1174_ROD/PIPE-DEPTH: 4.6  meters
 QB1174
 QB1174  HISTORY     - Date     Condition        Report By
 QB1174  HISTORY     - 1985     MONUMENTED       NGS
 QB1174
 QB1174                          STATION DESCRIPTION
 QB1174
 QB1174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QB1174'12.6 KM (7.8 MI) SE FROM JAMIESON.
 QB1174'12.64 KM (7.86 MI) SOUTHEAST ALONG US HIGHWAY 26 FROM THE POST OFFICE
 QB1174'AT JAMIESON, IN THE SOUTHEAST CORNER OF THE T JUNCTION OF A DIRT ROAD
 QB1174'LEADING EAST TO A RANCH, 0.76 KM (0.47 MI) NORTHWEST OF MILEPOST 269,
 QB1174'ALSO 15.53 KM (9.65 MI) NORTHWEST OF VALE, 28.0 METERS (92 FT)
 QB1174'NORTHEAST OF THE HIGHWAY CENTERLINE, 11.3 METERS (37 FT) WEST OF THE
 QB1174'FIRST POLE EAST OF A TELEPHONE LINE T JUNCTION, 5.2 METERS (17 FT)
 QB1174'SOUTH OF THE CENTER OF THE ROAD, 3.7 METERS (12 FT) NORTHEAST OF THE
 QB1174'NORTHEAST EDGE OF AN IRRIGATION DITCH AND 1.1 METERS (3.5 FT) SOUTH OF
 QB1174'A GUY WIRE ANCHOR.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 QB1174'5-INCH LOGO CAP.
 QB1174'THE MARK IS 0.6 METERS  W FROM  A WITNESS POST
 QB1174'THE MARK IS ABOVE LEVEL WITH LTHE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB1147 ***********************************************************************
 QB1147  DESIGNATION -  F 702
 QB1147  PID         -  QB1147
 QB1147  STATE/COUNTY-  OR/MALHEUR
 QB1147  USGS QUAD   -  COW VALLEY EAST (1990)
 QB1147
 QB1147                         *CURRENT SURVEY CONTROL
 QB1147  ___________________________________________________________________
 QB1147* NAD 83(1986)-  44 16 34.     (N)    117 40 14.     (W)     SCALED    
 QB1147* NAVD 88     -      1183.678  (meters)    3883.45   (feet)  ADJUSTED  
 QB1147  ___________________________________________________________________
 QB1147  GEOID HEIGHT-         -17.41  (meters)                     GEOID03
 QB1147  DYNAMIC HT  -        1183.227 (meters)    3881.97  (feet)  COMP
 QB1147  MODELED GRAV-     980,195.8   (mgal)                       NAVD 88
 QB1147
 QB1147  VERT ORDER  -  FIRST     CLASS II
 QB1147
 QB1147.The horizontal coordinates were scaled from a topographic map and have
 QB1147.an estimated accuracy of +/- 6 seconds.
 QB1147
 QB1147.The orthometric height was determined by differential leveling
 QB1147.and adjusted in June 1991.
 QB1147
 QB1147.The geoid height was determined by GEOID03.
 QB1147
 QB1147.The dynamic height is computed by dividing the NAVD 88
 QB1147.geopotential number by the normal gravity value computed on the
 QB1147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB1147.degrees latitude (g = 980.6199 gals.).
 QB1147
 QB1147.The modeled gravity was interpolated from observed gravity values.
 QB1147
 QB1147;                    North         East    Units  Estimated Accuracy
 QB1147;SPC OR S     -   293,700.    1,725,860.      MT  (+/- 180 meters Scaled)
 QB1147
 QB1147                          SUPERSEDED SURVEY CONTROL
 QB1147
 QB1147.No superseded survey control is available for this station.
 QB1147
 QB1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK464027(NAD 83)
 QB1147_MARKER: I = METAL ROD
 QB1147_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QB1147_SP_SET: STAINLESS STEEL ROD
 QB1147_STAMPING: F 702 1985
 QB1147_MARK LOGO: NGS   
 QB1147_PROJECTION: FLUSH
 QB1147_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QB1147_ROD/PIPE-DEPTH: 5.5  meters
 QB1147
 QB1147  HISTORY     - Date     Condition        Report By
 QB1147  HISTORY     - 1985     MONUMENTED       NGS
 QB1147
 QB1147                          STATION DESCRIPTION
 QB1147
 QB1147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QB1147'14.7 KM (9.15 MI) NW FROM BROGAN.
 QB1147'14.67 KM (9.12 MI) NORTHWEST ALONG US HIGHWAY 26 FROM THE POST OFFICE
 QB1147'AT BROGAN, IN THE SOUTHEAST CORNER OF THE T JUNCTION OF A TRACK ROAD
 QB1147'LEADING SOUTH ALONG A SECTION LINE FENCE TO A WELL, 0.27 KM (0.17 MI)
 QB1147'EAST OF MILEPOST 245, 29.3 METERS (96 FT) SOUTH OF THE HIGHWAY
 QB1147'CENTERLINE, 11.9 METERS (39 FT) WEST OF THE SOUTHEAST POLE 635 FOR A
 QB1147'POWER LINE CROSSING THE HIGHWAY, 11.9 METERS (39 FT) EAST OF THE
 QB1147'CENTER OF THE TRACK ROAD, 9.4 METERS (31 FT) EAST OF THE EAST GATE
 QB1147'POST FOR THE EAST ONE OF TWO WIRE GATES IN THE RIGHT OF WAY FENCE AND
 QB1147'1.5 METERS (5 FT) NORTH OF THE FENCE.  NOTE--ACCESS TO DATUM POINT IS
 QB1147'HAD THROUGH A 5-INCH LOGO CAP.
 QB1147'THE MARK IS 0.5 METERS  E FROM  A WITNESS POST
 QB1147'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0768 ***********************************************************************
 QC0768  DESIGNATION -  F 703
 QC0768  PID         -  QC0768
 QC0768  STATE/COUNTY-  OR/BAKER
 QC0768  USGS QUAD   -  UNITY (1984)
 QC0768
 QC0768                         *CURRENT SURVEY CONTROL
 QC0768  ___________________________________________________________________
 QC0768* NAD 83(1986)-  44 26 13.     (N)    118 11 16.     (W)     SCALED    
 QC0768* NAVD 88     -      1230.418  (meters)    4036.80   (feet)  ADJUSTED  
 QC0768  ___________________________________________________________________
 QC0768  GEOID HEIGHT-         -17.56  (meters)                     GEOID03
 QC0768  DYNAMIC HT  -        1229.906 (meters)    4035.12  (feet)  COMP
 QC0768  MODELED GRAV-     980,160.2   (mgal)                       NAVD 88
 QC0768
 QC0768  VERT ORDER  -  FIRST     CLASS II
 QC0768
 QC0768.The horizontal coordinates were scaled from a topographic map and have
 QC0768.an estimated accuracy of +/- 6 seconds.
 QC0768
 QC0768.The orthometric height was determined by differential leveling
 QC0768.and adjusted in June 1991.
 QC0768
 QC0768.The geoid height was determined by GEOID03.
 QC0768
 QC0768.The dynamic height is computed by dividing the NAVD 88
 QC0768.geopotential number by the normal gravity value computed on the
 QC0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0768.degrees latitude (g = 980.6199 gals.).
 QC0768
 QC0768.The modeled gravity was interpolated from observed gravity values.
 QC0768
 QC0768;                    North         East    Units  Estimated Accuracy
 QC0768;SPC OR N     -    88,230.    2,684,060.      MT  (+/- 180 meters Scaled)
 QC0768
 QC0768                          SUPERSEDED SURVEY CONTROL
 QC0768
 QC0768.No superseded survey control is available for this station.
 QC0768
 QC0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK054210(NAD 83)
 QC0768_MARKER: I = METAL ROD
 QC0768_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QC0768+WITH SETTING: INFORMATION.
 QC0768_SP_SET: SHALLOW-SET METAL ROD
 QC0768_STAMPING: F 703 1985
 QC0768_MARK LOGO: NGS   
 QC0768_PROJECTION: FLUSH
 QC0768_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QC0768_ROD/PIPE-DEPTH: 1.7  meters
 QC0768
 QC0768  HISTORY     - Date     Condition        Report By
 QC0768  HISTORY     - 1985     MONUMENTED       NGS
 QC0768
 QC0768                          STATION DESCRIPTION
 QC0768
 QC0768'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QC0768'IN UNITY.
 QC0768'IN UNITY, AT THE NORTHEAST CORNER OF THE FENCE AROUND THE UNITY RANGER
 QC0768'STATION FOR THE WALLOWA-WHITMAN NATIONAL FOREST, 0.56 KM (0.35 MI)
 QC0768'WEST CENTERLINE, 44.2 METERS (145 FT) EAST OF THE SOUTHEAST CORNER OF
 QC0768'A STONE SUPPORT FOR THE NATIONAL FOREST SIGN AND 0.6 METER (2 FT)
 QC0768'NORTHEAST OF THE FENCE CORNER.  ROD SET TO 5.5 FEET ANCHORED REFUSAL.
 QC0768'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QC0768'THE MARK IS 0.5 METERS  W FROM  A WITNESS POST
 QC0768'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0745 ***********************************************************************
 QC0745  DESIGNATION -  F 704
 QC0745  PID         -  QC0745
 QC0745  STATE/COUNTY-  OR/GRANT
 QC0745  USGS QUAD   -  AUSTIN (1983)
 QC0745
 QC0745                         *CURRENT SURVEY CONTROL
 QC0745  ___________________________________________________________________
 QC0745* NAD 83(1986)-  44 34 37.     (N)    118 28 38.     (W)     SCALED    
 QC0745* NAVD 88     -      1324.482  (meters)    4345.40   (feet)  ADJUSTED  
 QC0745  ___________________________________________________________________
 QC0745  GEOID HEIGHT-         -17.43  (meters)                     GEOID03
 QC0745  DYNAMIC HT  -        1323.919 (meters)    4343.56  (feet)  COMP
 QC0745  MODELED GRAV-     980,146.7   (mgal)                       NAVD 88
 QC0745
 QC0745  VERT ORDER  -  FIRST     CLASS II
 QC0745
 QC0745.The horizontal coordinates were scaled from a topographic map and have
 QC0745.an estimated accuracy of +/- 6 seconds.
 QC0745
 QC0745.The orthometric height was determined by differential leveling
 QC0745.and adjusted in June 1991.
 QC0745
 QC0745.The geoid height was determined by GEOID03.
 QC0745
 QC0745.The dynamic height is computed by dividing the NAVD 88
 QC0745.geopotential number by the normal gravity value computed on the
 QC0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0745.degrees latitude (g = 980.6199 gals.).
 QC0745
 QC0745.The modeled gravity was interpolated from observed gravity values.
 QC0745
 QC0745;                    North         East    Units  Estimated Accuracy
 QC0745;SPC OR N     -   103,160.    2,660,630.      MT  (+/- 180 meters Scaled)
 QC0745
 QC0745                          SUPERSEDED SURVEY CONTROL
 QC0745
 QC0745.No superseded survey control is available for this station.
 QC0745
 QC0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK827370(NAD 83)
 QC0745_MARKER: DB = BENCH MARK DISK
 QC0745_SETTING: 66 = SET IN ROCK OUTCROP
 QC0745_SP_SET: ROCK OUTCROP
 QC0745_STAMPING: F 704 1985
 QC0745_MARK LOGO: NGS   
 QC0745_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QC0745
 QC0745  HISTORY     - Date     Condition        Report By
 QC0745  HISTORY     - 1985     MONUMENTED       NGS
 QC0745
 QC0745                          STATION DESCRIPTION
 QC0745
 QC0745'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QC0745'26.8 KM (16.65 MI) NE FROM PRAIRIE CITY.
 QC0745'26.81 KM (16.66 MI) NORTHEAST ALONG US HIGHWAY 26 FROM THE POST OFFICE
 QC0745'AT PRAIRIE CITY, IN TOP OF THE SOUTH EDGE OF A 3 BY 3 FOOT FLAT TOPPED
 QC0745'PORTION OF JOINTED OUTCROP, AT THE EAST END OF A ROCK CUT AND THE EAST
 QC0745'END OF A CURVE, 0.27 KM (0.17 MI) WEST OF THE T JUNCTION OF A GRAVEL
 QC0745'ROAD LEADING NORTH, 0.14 KM (0.09 MI) WEST OF MILEPOST 192, 13.1
 QC0745'METERS (43 FT) NORTH OF THE HIGHWAY CENTERLINE, 24.1 METERS (79 FT)
 QC0745'SOUTH OF AND BELOW THE RIGHT OF WAY FENCE, 13.4 METERS (44 FT) EAST
 QC0745'AND BELOW THE HIGHEST POINT OF ROCK ON TOP OF THE CUT, 6.7 METERS (22
 QC0745'FT) WEST OF THE EASTERN MOST EXPOSURE OF THE OUTCROP AND 0.8 METER
 QC0745'(2.5 FT) SOUTH OF A VERTICAL FACE OF OUTCROP.
 QC0745'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 QC0745'THE MARK IS 1.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0628 ***********************************************************************
 PA0628  DESIGNATION -  F 705
 PA0628  PID         -  PA0628
 PA0628  STATE/COUNTY-  OR/HARNEY
 PA0628  USGS QUAD   -  DEVINE RIDGE SOUTH (1990)
 PA0628
 PA0628                         *CURRENT SURVEY CONTROL
 PA0628  ___________________________________________________________________
 PA0628* NAD 83(1986)-  43 40 48.     (N)    119 00 03.     (W)     SCALED    
 PA0628* NAVD 88     -      1294.365  (meters)    4246.60   (feet)  ADJUSTED  
 PA0628  ___________________________________________________________________
 PA0628  GEOID HEIGHT-         -18.75  (meters)                     GEOID03
 PA0628  DYNAMIC HT  -        1293.753 (meters)    4244.59  (feet)  COMP
 PA0628  MODELED GRAV-     980,101.4   (mgal)                       NAVD 88
 PA0628
 PA0628  VERT ORDER  -  FIRST     CLASS II
 PA0628
 PA0628.The horizontal coordinates were scaled from a topographic map and have
 PA0628.an estimated accuracy of +/- 6 seconds.
 PA0628
 PA0628.The orthometric height was determined by differential leveling
 PA0628.and adjusted in June 1991.
 PA0628
 PA0628.The geoid height was determined by GEOID03.
 PA0628
 PA0628.The dynamic height is computed by dividing the NAVD 88
 PA0628.geopotential number by the normal gravity value computed on the
 PA0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0628.degrees latitude (g = 980.6199 gals.).
 PA0628
 PA0628.The modeled gravity was interpolated from observed gravity values.
 PA0628
 PA0628;                    North         East    Units  Estimated Accuracy
 PA0628;SPC OR S     -   224,730.    1,620,870.      MT  (+/- 180 meters Scaled)
 PA0628
 PA0628                          SUPERSEDED SURVEY CONTROL
 PA0628
 PA0628.No superseded survey control is available for this station.
 PA0628
 PA0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ387382(NAD 83)
 PA0628_MARKER: DB = BENCH MARK DISK
 PA0628_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PA0628_SP_SET: HEADWALL ON BEDROCK
 PA0628_STAMPING: F 705 1985
 PA0628_MARK LOGO: NGS   
 PA0628_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PA0628
 PA0628  HISTORY     - Date     Condition        Report By
 PA0628  HISTORY     - 1985     MONUMENTED       NGS
 PA0628
 PA0628                          STATION DESCRIPTION
 PA0628
 PA0628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PA0628'12.9 KM (8.0 MI) NORTH FROM BURNS.
 PA0628'12.9 KM (8.0 MI) NORTH ALONG US HIGHWAY 395 FROM THE POST OFFICE AT
 PA0628'BURNS, IN TOP OF AND 0.15 METER (0.5 FT) NORTH OF THE SOUTH END OF THE
 PA0628'EAST CONCRETE HEADWALL FOR THE HIGHWAY BRIDGE OVER A SMALL CREEK, 5.1
 PA0628'METERS (16.7 FT) EAST OF THE HIGHWAY CENTERLINE.
 PA0628'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0787 ***********************************************************************
 QC0787  DESIGNATION -  F 706
 QC0787  PID         -  QC0787
 QC0787  STATE/COUNTY-  OR/GRANT
 QC0787  USGS QUAD   -  SILVIES (1990)
 QC0787
 QC0787                         *CURRENT SURVEY CONTROL
 QC0787  ___________________________________________________________________
 QC0787* NAD 83(1986)-  44 01 06.     (N)    118 55 38.     (W)     SCALED    
 QC0787* NAVD 88     -      1393.363  (meters)    4571.39   (feet)  ADJUSTED  
 QC0787  ___________________________________________________________________
 QC0787  GEOID HEIGHT-         -18.12  (meters)                     GEOID03
 QC0787  DYNAMIC HT  -        1392.715 (meters)    4569.27  (feet)  COMP
 QC0787  MODELED GRAV-     980,104.7   (mgal)                       NAVD 88
 QC0787
 QC0787  VERT ORDER  -  FIRST     CLASS II
 QC0787
 QC0787.The horizontal coordinates were scaled from a topographic map and have
 QC0787.an estimated accuracy of +/- 6 seconds.
 QC0787
 QC0787.The orthometric height was determined by differential leveling
 QC0787.and adjusted in June 1991.
 QC0787
 QC0787.The geoid height was determined by GEOID03.
 QC0787
 QC0787.The dynamic height is computed by dividing the NAVD 88
 QC0787.geopotential number by the normal gravity value computed on the
 QC0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0787.degrees latitude (g = 980.6199 gals.).
 QC0787
 QC0787.The modeled gravity was interpolated from observed gravity values.
 QC0787
 QC0787;                    North         East    Units  Estimated Accuracy
 QC0787;SPC OR N     -    40,310.    2,626,110.      MT  (+/- 180 meters Scaled)
 QC0787
 QC0787                          SUPERSEDED SURVEY CONTROL
 QC0787
 QC0787.No superseded survey control is available for this station.
 QC0787
 QC0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ455757(NAD 83)
 QC0787_MARKER: I = METAL ROD
 QC0787_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QC0787_SP_SET: STAINLESS STEEL ROD
 QC0787_STAMPING: F 706 1985
 QC0787_MARK LOGO: NGS   
 QC0787_PROJECTION: FLUSH
 QC0787_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QC0787_ROD/PIPE-DEPTH: 12.2 meters
 QC0787
 QC0787  HISTORY     - Date     Condition        Report By
 QC0787  HISTORY     - 1985     MONUMENTED       NGS
 QC0787
 QC0787                          STATION DESCRIPTION
 QC0787
 QC0787'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QC0787'1.6 KM (1.0 MI) SOUTH FROM SILVIES.
 QC0787'1.6 KM (1.0 MI) SOUTH ALONG US HIGHWAY 395 FROM THE GENERAL STORE AT
 QC0787'SILVIES, AT A US FOREST SERVICE ROAD 78 LEADING EAST, 14.5 METERS
 QC0787'(47.7 FT) EAST OF THE HIGHWAY CENTERLINE, 17.6 METERS (57.6 FT)
 QC0787'SOUTHWEST OF THE SOUTHWEST CORNER OF METAL CATTLE GUARD, 15.5 METERS
 QC0787'(51 FT) SOUTH OF THE CENTER OF THE ROAD, 11.6 METERS (38 FT)
 QC0787'SOUTH-SOUTHEAST OF THE SOUTH END OF A 36-INCH PIPE CULVERT, 1.7 METERS
 QC0787'(5.6 FT) EAST-NORTHEAST OF A FENCE CORNER AND 0.31 METER (1 FT) NORTH
 QC0787'OF A FENCE OFFSET.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 QC0787'5-INCH LOGO CAP.
 QC0787'THE MARK IS 0.15 METERS  N FROM  A WITNESS POST
 QC0787'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0721 ***********************************************************************
 QC0721  DESIGNATION -  F 707
 QC0721  PID         -  QC0721
 QC0721  STATE/COUNTY-  OR/GRANT
 QC0721  USGS QUAD   -  CASTLE CREEK (1983)
 QC0721
 QC0721                         *CURRENT SURVEY CONTROL
 QC0721  ___________________________________________________________________
 QC0721* NAD 83(1986)-  44 26 47.     (N)    118 46 15.     (W)     SCALED    
 QC0721* NAVD 88     -      1043.471  (meters)    3423.45   (feet)  ADJUSTED  
 QC0721  ___________________________________________________________________
 QC0721  GEOID HEIGHT-         -17.98  (meters)                     GEOID03
 QC0721  DYNAMIC HT  -        1043.080 (meters)    3422.17  (feet)  COMP
 QC0721  MODELED GRAV-     980,208.3   (mgal)                       NAVD 88
 QC0721
 QC0721  VERT ORDER  -  FIRST     CLASS II
 QC0721
 QC0721.The horizontal coordinates were scaled from a topographic map and have
 QC0721.an estimated accuracy of +/- 6 seconds.
 QC0721
 QC0721.The orthometric height was determined by differential leveling
 QC0721.and adjusted in June 1991.
 QC0721
 QC0721.The geoid height was determined by GEOID03.
 QC0721
 QC0721.The dynamic height is computed by dividing the NAVD 88
 QC0721.geopotential number by the normal gravity value computed on the
 QC0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0721.degrees latitude (g = 980.6199 gals.).
 QC0721
 QC0721.The modeled gravity was interpolated from observed gravity values.
 QC0721
 QC0721;                    North         East    Units  Estimated Accuracy
 QC0721;SPC OR N     -    88,120.    2,637,630.      MT  (+/- 180 meters Scaled)
 QC0721
 QC0721                          SUPERSEDED SURVEY CONTROL
 QC0721
 QC0721.No superseded survey control is available for this station.
 QC0721
 QC0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK590229(NAD 83)
 QC0721_MARKER: DB = BENCH MARK DISK
 QC0721_SETTING: 66 = SET IN ROCK OUTCROP
 QC0721_SP_SET: ROCK OUTCROP
 QC0721_STAMPING: F 707 1985
 QC0721_MARK LOGO: NGS   
 QC0721_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QC0721+STABILITY: POSITION/ELEVATION WELL
 QC0721
 QC0721  HISTORY     - Date     Condition        Report By
 QC0721  HISTORY     - 1985     MONUMENTED       NGS
 QC0721
 QC0721                          STATION DESCRIPTION
 QC0721
 QC0721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QC0721'5.2 KM (3.25 MI) WEST FROM PRAIRIE CITY.
 QC0721'5.15 KM (3.20 MI) WEST ALONG US HIGHWAY 26 FROM THE POST OFFICE AT
 QC0721'PRAIRIE CITY, IN THE TOP OF A 4 BY 6 FOOT ROUNDED PORTION OF BROWN
 QC0721'OUTCROP, AT THE WEST END OF LONG TALL CUT, 0.44 KM (0.28 MI) EAST OF
 QC0721'THE T JUNCTION OF BEAR CREEK ROAD LEADING NORTH, 14.6 METERS (48 FT)
 QC0721'NORTH OF THE HIGHWAY CENTERLINE, 71.3 METERS (234 FT) EAST-NORTHEAST
 QC0721'OF THE WEST END OF A GUARD RAIL, 24.2 METERS (79.5 FT) NORTH-NORTHEAST
 QC0721'OF MILEPOST 172 AND 2.1 METERS (7 FT) SOUTH OF THE RIGHT OF WAY FENCE.
 QC0721'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 QC0721'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1056 ***********************************************************************
 SC1056  DESIGNATION -  F 709
 SC1056  PID         -  SC1056
 SC1056  STATE/COUNTY-  OR/CLATSOP
 SC1056  USGS QUAD   -  ASTORIA (1984)
 SC1056
 SC1056                         *CURRENT SURVEY CONTROL
 SC1056  ___________________________________________________________________
 SC1056* NAD 83(1986)-  46 11 23.     (N)    123 45 25.     (W)     SCALED    
 SC1056* NAVD 88     -        21.493  (meters)      70.52   (feet)  ADJUSTED  
 SC1056  ___________________________________________________________________
 SC1056  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 SC1056  DYNAMIC HT  -          21.495 (meters)      70.52  (feet)  COMP
 SC1056  MODELED GRAV-     980,711.1   (mgal)                       NAVD 88
 SC1056
 SC1056  VERT ORDER  -  FIRST     CLASS II
 SC1056
 SC1056.The horizontal coordinates were scaled from a topographic map and have
 SC1056.an estimated accuracy of +/- 6 seconds.
 SC1056
 SC1056.The orthometric height was determined by differential leveling
 SC1056.and adjusted in June 1991.
 SC1056
 SC1056.The geoid height was determined by GEOID03.
 SC1056
 SC1056.The dynamic height is computed by dividing the NAVD 88
 SC1056.geopotential number by the normal gravity value computed on the
 SC1056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC1056.degrees latitude (g = 980.6199 gals.).
 SC1056
 SC1056.The modeled gravity was interpolated from observed gravity values.
 SC1056
 SC1056;                    North         East    Units  Estimated Accuracy
 SC1056;SPC OR N     -   285,450.    2,248,630.      MT  (+/- 180 meters Scaled)
 SC1056
 SC1056                          SUPERSEDED SURVEY CONTROL
 SC1056
 SC1056.No superseded survey control is available for this station.
 SC1056
 SC1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS415154(NAD 83)
 SC1056_MARKER: I = METAL ROD
 SC1056_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SC1056_SP_SET: STAINLESS STEEL ROD
 SC1056_STAMPING: F 709 1987
 SC1056_MARK LOGO: NGS   
 SC1056_PROJECTION: FLUSH
 SC1056_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SC1056+STABILITY: POSITION/ELEVATION WELL
 SC1056_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC1056+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2007
 SC1056_ROD/PIPE-DEPTH: 7.3  meters
 SC1056
 SC1056  HISTORY     - Date     Condition        Report By
 SC1056  HISTORY     - 1987     MONUMENTED       NGS
 SC1056  HISTORY     - 1987     GOOD             USPSQD
 SC1056  HISTORY     - 1988     GOOD             USPSQD
 SC1056  HISTORY     - 20040830 GOOD             USPSQD
 SC1056  HISTORY     - 20070906 GOOD             NGS
 SC1056
 SC1056                          STATION DESCRIPTION
 SC1056
 SC1056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SC1056'5.8 KM (3.60 MI) EAST FROM ASTORIA.
 SC1056'5.8 KM (3.60 MI) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF
 SC1056'16TH STREET IN ASTORIA, 21.8 M (71.5 FT) EAST-NORTHEAST OF THE
 SC1056'CENTERLINE OF THE HIGHWAY, 5.0 M (16.4 FT) NORTHEAST OF THE CENTER OF
 SC1056'A PAVED ROAD LEADING SOUTHERLY, AND 0.9 M (3.0 FT) NORTH OF THE WEST
 SC1056'END OF A METAL GUARDRAIL.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH
 SC1056'A 5-INCH LOGO CAP.
 SC1056'THE MARK IS 0.2 METERS  S FROM  A WITNESS POST
 SC1056'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 SC1056
 SC1056                          STATION RECOVERY (1987)
 SC1056
 SC1056'RECOVERY NOTE BY US POWER SQUADRON 1987 (GAN)
 SC1056'RECOVERED IN GOOD CONDITION.
 SC1056
 SC1056                          STATION RECOVERY (1988)
 SC1056
 SC1056'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWE)
 SC1056'RECOVERED IN GOOD CONDITION.
 SC1056
 SC1056                          STATION RECOVERY (2004)
 SC1056
 SC1056'RECOVERY NOTE BY US POWER SQUADRON 2004 (SO)
 SC1056'RECOVERED IN GOOD CONDITION.
 SC1056
 SC1056                          STATION RECOVERY (2007)
 SC1056
 SC1056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2007 (DW)
 SC1056'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0157 ***********************************************************************
 QC0157  DESIGNATION -  F 71
 QC0157  PID         -  QC0157
 QC0157  STATE/COUNTY-  OR/GRANT
 QC0157  USGS QUAD   -  SILVIES (1990)
 QC0157
 QC0157                         *CURRENT SURVEY CONTROL
 QC0157  ___________________________________________________________________
 QC0157* NAD 83(1986)-  44 04 26.     (N)    118 58 33.     (W)     SCALED    
 QC0157* NAVD 88     -      1406.438  (meters)    4614.29   (feet)  ADJUSTED  
 QC0157  ___________________________________________________________________
 QC0157  GEOID HEIGHT-         -18.09  (meters)                     GEOID03
 QC0157  DYNAMIC HT  -        1405.786 (meters)    4612.15  (feet)  COMP
 QC0157  MODELED GRAV-     980,105.8   (mgal)                       NAVD 88
 QC0157
 QC0157  VERT ORDER  -  FIRST     CLASS II
 QC0157
 QC0157.The horizontal coordinates were scaled from a topographic map and have
 QC0157.an estimated accuracy of +/- 6 seconds.
 QC0157
 QC0157.The orthometric height was determined by differential leveling
 QC0157.and adjusted in June 1991.
 QC0157
 QC0157.The geoid height was determined by GEOID03.
 QC0157
 QC0157.The dynamic height is computed by dividing the NAVD 88
 QC0157.geopotential number by the normal gravity value computed on the
 QC0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0157.degrees latitude (g = 980.6199 gals.).
 QC0157
 QC0157.The modeled gravity was interpolated from observed gravity values.
 QC0157
 QC0157;                    North         East    Units  Estimated Accuracy
 QC0157;SPC OR N     -    46,410.    2,622,100.      MT  (+/- 180 meters Scaled)
 QC0157
 QC0157                          SUPERSEDED SURVEY CONTROL
 QC0157
 QC0157  NGVD 29 (??/??/92) 1405.195  (m)         4610.21   (f) ADJ UNCH    1 2
 QC0157
 QC0157.Superseded values are not recommended for survey control.
 QC0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0157.See file dsdata.txt to determine how the superseded data were derived.
 QC0157
 QC0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ417819(NAD 83)
 QC0157_MARKER: DB = BENCH MARK DISK
 QC0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QC0157_STAMPING: 4610.493 F 71 1931
 QC0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0157+STABILITY: SURFACE MOTION
 QC0157
 QC0157  HISTORY     - Date     Condition        Report By
 QC0157  HISTORY     - 1931     MONUMENTED       CGS
 QC0157  HISTORY     - 1962     MARK NOT FOUND   NGS
 QC0157  HISTORY     - 1985     MARK NOT FOUND   NGS
 QC0157
 QC0157                          STATION DESCRIPTION
 QC0157
 QC0157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 QC0157'4.4 MI N FROM SILVIES.
 QC0157'5.8 MILES SOUTH ALONG THE CANYON CITY-BURNS HIGHWAY FROM SENECA, 4.4
 QC0157'MILES NORTH OF SILVIES, AT THE MIDDLE OF A SHORT TANGENT BETWEEN TWO
 QC0157'HILLS, 125 FEET SOUTH OF THE SOUTH END OF A CUT BANK, 24 FEET WEST OF
 QC0157'THE CENTER LINE OF THE HIGHWAY, 60 FEET EAST OF THE CENTER LINE OF THE
 QC0157'OREGON AND NORTHWESTERN RAILROAD TRACK, 203 FEET NORTH OF A SWITCH.
 QC0157'NOTE-- IF MARK IS STILL THERE, IS NOW COVERED WITH SEVERAL FEET OF
 QC0157'HIGHWAY ROAD DIRT FILL.
 QC0157
 QC0157                          STATION RECOVERY (1985)
 QC0157
 QC0157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QC0157'NOT RECOVERD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1089 ***********************************************************************
 SC1089  DESIGNATION -  F 710
 SC1089  PID         -  SC1089
 SC1089  STATE/COUNTY-  OR/COLUMBIA
 SC1089  USGS QUAD   -  MARSHLAND (1985)
 SC1089
 SC1089                         *CURRENT SURVEY CONTROL
 SC1089  ___________________________________________________________________
 SC1089* NAD 83(1986)-  46 06 51.     (N)    123 16 28.     (W)     SCALED    
 SC1089* NAVD 88     -         2.897  (meters)       9.50   (feet)  ADJUSTED  
 SC1089  ___________________________________________________________________
 SC1089  GEOID HEIGHT-         -21.09  (meters)                     GEOID03
 SC1089  DYNAMIC HT  -           2.897 (meters)       9.50  (feet)  COMP
 SC1089  MODELED GRAV-     980,748.9   (mgal)                       NAVD 88
 SC1089
 SC1089  VERT ORDER  -  FIRST     CLASS II
 SC1089
 SC1089.The horizontal coordinates were scaled from a topographic map and have
 SC1089.an estimated accuracy of +/- 6 seconds.
 SC1089
 SC1089.The orthometric height was determined by differential leveling
 SC1089.and adjusted in June 1991.
 SC1089
 SC1089.The geoid height was determined by GEOID03.
 SC1089
 SC1089.The dynamic height is computed by dividing the NAVD 88
 SC1089.geopotential number by the normal gravity value computed on the
 SC1089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC1089.degrees latitude (g = 980.6199 gals.).
 SC1089
 SC1089.The modeled gravity was interpolated from observed gravity values.
 SC1089
 SC1089;                    North         East    Units  Estimated Accuracy
 SC1089;SPC OR N     -   275,670.    2,285,560.      MT  (+/- 180 meters Scaled)
 SC1089
 SC1089                          SUPERSEDED SURVEY CONTROL
 SC1089
 SC1089.No superseded survey control is available for this station.
 SC1089
 SC1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS787067(NAD 83)
 SC1089_MARKER: I = METAL ROD
 SC1089_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SC1089_SP_SET: STAINLESS STEEL ROD
 SC1089_STAMPING: F 710 1987
 SC1089_MARK LOGO: NGS   
 SC1089_PROJECTION: FLUSH
 SC1089_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SC1089+STABILITY: POSITION/ELEVATION WELL
 SC1089_ROD/PIPE-DEPTH: 25.6 meters
 SC1089
 SC1089  HISTORY     - Date     Condition        Report By
 SC1089  HISTORY     - 1987     MONUMENTED       NGS
 SC1089  HISTORY     - 20040404 MARK NOT FOUND   USPSQD
 SC1089
 SC1089                          STATION DESCRIPTION
 SC1089
 SC1089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SC1089'25.3 KM (15.70 MI) WEST FROM RAINIER.
 SC1089'25.3 KM (15.70 MI) WESTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION
 SC1089'OF STATE HIGHWAY 433 AT THE WEST EDGE OF RAINIER, 23.9 M (78.4 FT)
 SC1089'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 9.4 M (30.8 FT) SOUTHWEST OF
 SC1089'A UTILITY POLE, AND 3.3 M (10.8 FT) EAST OF THE CENTER OF A WIRE GATE
 SC1089'AND FIELD ENTRANCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 SC1089'5-INCH LOGO CAP.
 SC1089'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 SC1089'THE MARK IS 2.0 M BELOW THE HIGHWAY.
 SC1089
 SC1089                          STATION RECOVERY (2004)
 SC1089
 SC1089'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 SC1089'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1427 ***********************************************************************
 RD1427  DESIGNATION -  F 711
 RD1427  PID         -  RD1427
 RD1427  STATE/COUNTY-  OR/CLATSOP
 RD1427  USGS QUAD   -  NECANICUM JUNCTION (1985)
 RD1427
 RD1427                         *CURRENT SURVEY CONTROL
 RD1427  ___________________________________________________________________
 RD1427* NAD 83(1986)-  45 54 25.     (N)    123 50 11.     (W)     SCALED    
 RD1427* NAVD 88     -        63.044  (meters)     206.84   (feet)  ADJUSTED  
 RD1427  ___________________________________________________________________
 RD1427  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 RD1427  DYNAMIC HT  -          63.050 (meters)     206.86  (feet)  COMP
 RD1427  MODELED GRAV-     980,708.2   (mgal)                       NAVD 88
 RD1427
 RD1427  VERT ORDER  -  FIRST     CLASS II
 RD1427
 RD1427.The horizontal coordinates were scaled from a topographic map and have
 RD1427.an estimated accuracy of +/- 6 seconds.
 RD1427
 RD1427.The orthometric height was determined by differential leveling
 RD1427.and adjusted in June 1991.
 RD1427
 RD1427.The geoid height was determined by GEOID03.
 RD1427
 RD1427.The dynamic height is computed by dividing the NAVD 88
 RD1427.geopotential number by the normal gravity value computed on the
 RD1427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1427.degrees latitude (g = 980.6199 gals.).
 RD1427
 RD1427.The modeled gravity was interpolated from observed gravity values.
 RD1427
 RD1427;                    North         East    Units  Estimated Accuracy
 RD1427;SPC OR N     -   254,300.    2,241,200.      MT  (+/- 180 meters Scaled)
 RD1427
 RD1427                          SUPERSEDED SURVEY CONTROL
 RD1427
 RD1427.No superseded survey control is available for this station.
 RD1427
 RD1427_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR351840(NAD 83)
 RD1427_MARKER: I = METAL ROD
 RD1427_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RD1427_SP_SET: STAINLESS STEEL ROD
 RD1427_STAMPING: F 711 1987
 RD1427_MARK LOGO: NGS   
 RD1427_PROJECTION: FLUSH
 RD1427_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RD1427+STABILITY: POSITION/ELEVATION WELL
 RD1427_ROD/PIPE-DEPTH: 5.8  meters
 RD1427
 RD1427  HISTORY     - Date     Condition        Report By
 RD1427  HISTORY     - 1987     MONUMENTED       NGS
 RD1427  HISTORY     - 1987     GOOD             USPSQD
 RD1427
 RD1427                          STATION DESCRIPTION
 RD1427
 RD1427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 RD1427'15.2 KM (9.45 MI) SE FROM SEASIDE.
 RD1427'6.2 KM (3.85 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM ITS JUNCTION
 RD1427'WITH BROADWAY AVENUE IN SEASIDE, THENCE 9.0 KM (5.60 MI)
 RD1427'SOUTHEASTERLY ALONG U.S. HIGHWAY 26, 17.2 M (56.4 FT) WEST OF THE
 RD1427'CENTER OF A TRACK ROAD LEADING NORTH, 9.0 M (29.5 FT) NORTH OF THE
 RD1427'CENTERLINE OF THE HIGHWAY, AND 1.0 M (3.3 FT) WEST OF UTILITY POLE
 RD1427'NUMBER NE 70.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 RD1427'LOGO CAP.
 RD1427'THE MARK IS 0.2 METERS  E FROM  A WITNESS POST
 RD1427'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 RD1427
 RD1427                          STATION RECOVERY (1987)
 RD1427
 RD1427'RECOVERY NOTE BY US POWER SQUADRON 1987 (GAN)
 RD1427'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1438 ***********************************************************************
 RD1438  DESIGNATION -  F 712
 RD1438  PID         -  RD1438
 RD1438  STATE/COUNTY-  OR/TILLAMOOK
 RD1438  USGS QUAD   -  NEHALEM (1985)
 RD1438
 RD1438                         *CURRENT SURVEY CONTROL
 RD1438  ___________________________________________________________________
 RD1438* NAD 83(1986)-  45 40 42.     (N)    123 55 25.     (W)     SCALED    
 RD1438* NAVD 88     -        18.448  (meters)      60.52   (feet)  ADJUSTED  
 RD1438  ___________________________________________________________________
 RD1438  GEOID HEIGHT-         -22.71  (meters)                     GEOID03
 RD1438  DYNAMIC HT  -          18.450 (meters)      60.53  (feet)  COMP
 RD1438  MODELED GRAV-     980,708.1   (mgal)                       NAVD 88
 RD1438
 RD1438  VERT ORDER  -  FIRST     CLASS II
 RD1438
 RD1438.The horizontal coordinates were scaled from a topographic map and have
 RD1438.an estimated accuracy of +/- 6 seconds.
 RD1438
 RD1438.The orthometric height was determined by differential leveling
 RD1438.and adjusted in June 1991.
 RD1438
 RD1438.The geoid height was determined by GEOID03.
 RD1438
 RD1438.The dynamic height is computed by dividing the NAVD 88
 RD1438.geopotential number by the normal gravity value computed on the
 RD1438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1438.degrees latitude (g = 980.6199 gals.).
 RD1438
 RD1438.The modeled gravity was interpolated from observed gravity values.
 RD1438
 RD1438;                    North         East    Units  Estimated Accuracy
 RD1438;SPC OR N     -   229,190.    2,233,360.      MT  (+/- 180 meters Scaled)
 RD1438
 RD1438                          SUPERSEDED SURVEY CONTROL
 RD1438
 RD1438.No superseded survey control is available for this station.
 RD1438
 RD1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR280587(NAD 83)
 RD1438_MARKER: DB = BENCH MARK DISK
 RD1438_SETTING: 66 = SET IN ROCK OUTCROP
 RD1438_SP_SET: ROCK OUTCROP
 RD1438_STAMPING: F 712 1987
 RD1438_MARK LOGO: NGS   
 RD1438_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RD1438+STABILITY: POSITION/ELEVATION WELL
 RD1438
 RD1438  HISTORY     - Date     Condition        Report By
 RD1438  HISTORY     - 1987     MONUMENTED       NGS
 RD1438  HISTORY     - 1990     GOOD             USPSQD
 RD1438  HISTORY     - 20040520 MARK NOT FOUND   USPSQD
 RD1438
 RD1438                          STATION DESCRIPTION
 RD1438
 RD1438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 RD1438'8.5 KM (5.30 MI) SW FROM NEHALEM.
 RD1438'8.5 KM (5.30 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE CITY HALL
 RD1438'IN NEHALEM, IN THE TOP OF A 1 BY 2 FOOT EXPOSED AREA OF ROCK OUTCROP
 RD1438'PROJECTING 2-INCHES, 84.0 M (275.6 FT) SOUTH OF MILE POST Z 46, 21.6
 RD1438'M (70.9 FT) SOUTH-SOUTHEAST OF UTILITY POLE NUMBER 091701, AND 8.4 M
 RD1438'(27.6 FT) EAST OF THE CENTERLINE OF THE HIGHWAY.
 RD1438'THE MARK IS 0.1 METERS  N FROM  A WITNESS POST
 RD1438'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 RD1438
 RD1438                          STATION RECOVERY (1990)
 RD1438
 RD1438'RECOVERY NOTE BY US POWER SQUADRON 1990 (GAN)
 RD1438'RECOVERED IN GOOD CONDITION.
 RD1438
 RD1438                          STATION RECOVERY (2004)
 RD1438
 RD1438'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 RD1438'AREA LEVELED AND CLEARED FOR A NEW SIGN AT A NEW DEVELOPMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1477 ***********************************************************************
 RD1477  DESIGNATION -  F 713
 RD1477  PID         -  RD1477
 RD1477  STATE/COUNTY-  OR/TILLAMOOK
 RD1477  USGS QUAD   -  NESTUCCA BAY (1985)
 RD1477
 RD1477                         *CURRENT SURVEY CONTROL
 RD1477  ___________________________________________________________________
 RD1477* NAD 83(1986)-  45 07 37.     (N)    123 58 06.     (W)     SCALED    
 RD1477* NAVD 88     -        33.363  (meters)     109.46   (feet)  ADJUSTED  
 RD1477  ___________________________________________________________________
 RD1477  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 RD1477  DYNAMIC HT  -          33.364 (meters)     109.46  (feet)  COMP
 RD1477  MODELED GRAV-     980,660.5   (mgal)                       NAVD 88
 RD1477
 RD1477  VERT ORDER  -  FIRST     CLASS II
 RD1477
 RD1477.The horizontal coordinates were scaled from a topographic map and have
 RD1477.an estimated accuracy of +/- 6 seconds.
 RD1477
 RD1477.The orthometric height was determined by differential leveling
 RD1477.and adjusted in June 1991.
 RD1477
 RD1477.The geoid height was determined by GEOID03.
 RD1477
 RD1477.The dynamic height is computed by dividing the NAVD 88
 RD1477.geopotential number by the normal gravity value computed on the
 RD1477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1477.degrees latitude (g = 980.6199 gals.).
 RD1477
 RD1477.The modeled gravity was interpolated from observed gravity values.
 RD1477
 RD1477;                    North         East    Units  Estimated Accuracy
 RD1477;SPC OR N     -   168,120.    2,227,250.      MT  (+/- 180 meters Scaled)
 RD1477
 RD1477                          SUPERSEDED SURVEY CONTROL
 RD1477
 RD1477.No superseded survey control is available for this station.
 RD1477
 RD1477_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ238975(NAD 83)
 RD1477_MARKER: DB = BENCH MARK DISK
 RD1477_SETTING: 66 = SET IN ROCK OUTCROP
 RD1477_SP_SET: BEDROCK
 RD1477_STAMPING: F 713 1987
 RD1477_MARK LOGO: NGS   
 RD1477_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RD1477+STABILITY: POSITION/ELEVATION WELL
 RD1477
 RD1477  HISTORY     - Date     Condition        Report By
 RD1477  HISTORY     - 1987     MONUMENTED       NGS
 RD1477
 RD1477                          STATION DESCRIPTION
 RD1477
 RD1477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 RD1477'22.3 KM (13.85 MI) NORTH FROM LINCOLN CITY.
 RD1477'22.3 KM (13.85 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE DELAKE
 RD1477'SCHOOL IN LINCOLN CITY, IN THE TOP CENTER OF A 4 BY 6 FOOT EXPOSED
 RD1477'AREA OF BEDROCK, 15.4 M (50.5 FT) EAST OF THE CENTERLINE OF THE NEW
 RD1477'HIGHWAY, AND 9.4 M (30.8 FT) EAST OF THE CENTERLINE OF THE OLD
 RD1477'HIGHWAY.
 RD1477'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 RD1477'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1430 ***********************************************************************
 QE1430  DESIGNATION -  F 714
 QE1430  PID         -  QE1430
 QE1430  STATE/COUNTY-  OR/LINCOLN
 QE1430  USGS QUAD   -  DEPOE BAY (1984)
 QE1430
 QE1430                         *CURRENT SURVEY CONTROL
 QE1430  ___________________________________________________________________
 QE1430* NAD 83(1986)-  44 45 58.     (N)    124 03 53.     (W)     SCALED    
 QE1430* NAVD 88     -       142.703  (meters)     468.18   (feet)  ADJUSTED  
 QE1430  ___________________________________________________________________
 QE1430  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 QE1430  DYNAMIC HT  -         142.700 (meters)     468.17  (feet)  COMP
 QE1430  MODELED GRAV-     980,593.6   (mgal)                       NAVD 88
 QE1430
 QE1430  VERT ORDER  -  FIRST     CLASS II
 QE1430
 QE1430.The horizontal coordinates were scaled from a topographic map and have
 QE1430.an estimated accuracy of +/- 6 seconds.
 QE1430
 QE1430.The orthometric height was determined by differential leveling
 QE1430.and adjusted in June 1991.
 QE1430
 QE1430.The geoid height was determined by GEOID03.
 QE1430
 QE1430.The dynamic height is computed by dividing the NAVD 88
 QE1430.geopotential number by the normal gravity value computed on the
 QE1430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1430.degrees latitude (g = 980.6199 gals.).
 QE1430
 QE1430.The modeled gravity was interpolated from observed gravity values.
 QE1430
 QE1430;                    North         East    Units  Estimated Accuracy
 QE1430;SPC OR N     -   128,400.    2,217,910.      MT  (+/- 180 meters Scaled)
 QE1430
 QE1430                          SUPERSEDED SURVEY CONTROL
 QE1430
 QE1430.No superseded survey control is available for this station.
 QE1430
 QE1430_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ157575(NAD 83)
 QE1430_MARKER: DB = BENCH MARK DISK
 QE1430_SETTING: 66 = SET IN ROCK OUTCROP
 QE1430_SP_SET: BEDROCK
 QE1430_STAMPING: F 714 1987
 QE1430_MARK LOGO: NGS   
 QE1430_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QE1430+STABILITY: POSITION/ELEVATION WELL
 QE1430
 QE1430  HISTORY     - Date     Condition        Report By
 QE1430  HISTORY     - 1987     MONUMENTED       NGS
 QE1430
 QE1430                          STATION DESCRIPTION
 QE1430
 QE1430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QE1430'15.9 KM (9.90 MI) NORTH FROM NEWPORT.
 QE1430'15.9 KM (9.90 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM ITS JUNCTION
 QE1430'WITH U.S. HIGHWAY 20 IN NEWPORT, IN THE TOP OF A 5 BY 16 INCH FLAT
 QE1430'SHELF ON A 3 BY 10 FOOT EXPOSED AREA OF BEDROCK, 30.5 M (100.1 FT)
 QE1430'NORTHWEST OF MILE MARKER NUMBER 131, AND 10.6 M (34.8 FT) SOUTHWEST
 QE1430'OF THE CENTERLINE OF THE HIGHWAY.
 QE1430'THE MARK IS 2.6 METERS  NW FROM  A WITNESS POST
 QE1430'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1567 ***********************************************************************
 QE1567  DESIGNATION -  F 715
 QE1567  PID         -  QE1567
 QE1567  STATE/COUNTY-  OR/BENTON
 QE1567  USGS QUAD   -  WREN (1984)
 QE1567
 QE1567                         *CURRENT SURVEY CONTROL
 QE1567  ___________________________________________________________________
 QE1567* NAD 83(1986)-  44 36 14.     (N)    123 27 19.     (W)     SCALED    
 QE1567* NAVD 88     -       164.120  (meters)     538.45   (feet)  ADJUSTED  
 QE1567  ___________________________________________________________________
 QE1567  GEOID HEIGHT-         -22.09  (meters)                     GEOID03
 QE1567  DYNAMIC HT  -         164.112 (meters)     538.42  (feet)  COMP
 QE1567  MODELED GRAV-     980,566.3   (mgal)                       NAVD 88
 QE1567
 QE1567  VERT ORDER  -  FIRST     CLASS II
 QE1567
 QE1567.The horizontal coordinates were scaled from a topographic map and have
 QE1567.an estimated accuracy of +/- 6 seconds.
 QE1567
 QE1567.The orthometric height was determined by differential leveling
 QE1567.and adjusted in June 1991.
 QE1567
 QE1567.The geoid height was determined by GEOID03.
 QE1567
 QE1567.The dynamic height is computed by dividing the NAVD 88
 QE1567.geopotential number by the normal gravity value computed on the
 QE1567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1567.degrees latitude (g = 980.6199 gals.).
 QE1567
 QE1567.The modeled gravity was interpolated from observed gravity values.
 QE1567
 QE1567;                    North         East    Units  Estimated Accuracy
 QE1567;SPC OR N     -   108,440.    2,265,450.      MT  (+/- 180 meters Scaled)
 QE1567
 QE1567                          SUPERSEDED SURVEY CONTROL
 QE1567
 QE1567.No superseded survey control is available for this station.
 QE1567
 QE1567_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ638390(NAD 83)
 QE1567_MARKER: DB = BENCH MARK DISK
 QE1567_SETTING: 66 = SET IN ROCK OUTCROP
 QE1567_SP_SET: BEDROCK
 QE1567_STAMPING: F 715 1987
 QE1567_MARK LOGO: NGS   
 QE1567_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QE1567+STABILITY: POSITION/ELEVATION WELL
 QE1567
 QE1567  HISTORY     - Date     Condition        Report By
 QE1567  HISTORY     - 1987     MONUMENTED       NGS
 QE1567
 QE1567                          STATION DESCRIPTION
 QE1567
 QE1567'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QE1567'20.9 KM (13.00 MI) WEST FROM CORVALLIS.
 QE1567'20.9 KM (13.00 MI) WESTERLY ALONG U.S. HIGHWAY 20 FROM ITS JUNCTION
 QE1567'WITH STATE HIGHWAY 34 IN CORVALLIS, NEAR THE CENTER OF A 1-FOOT
 QE1567'DEPRESSION OF A 2 BY 4 FOOT EXPOSED AREA OF BEDROCK IN A 1/4 MILE
 QE1567'LONG HIGHWAY CUT, 0.08 KM (0.05 MI) NORTHWEST OF THE SOUTHEAST END OF
 QE1567'THE CUT, 27.3 M (89.6 FT) SOUTHEAST OF THE CENTER OF A METAL GRATE
 QE1567'OVER THE NORTHEAST END OF A CULVERT, AND 15.5 M (50.9 FT) NORTHEAST
 QE1567'OF THE CENTERLINE OF THE HIGHWAY.
 QE1567'THE MARK IS 0.4 METERS  NW FROM  A WITNESS POST
 QE1567'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1547 ***********************************************************************
 RD1547  DESIGNATION -  F 718
 RD1547  PID         -  RD1547
 RD1547  STATE/COUNTY-  OR/MULTNOMAH
 RD1547  USGS QUAD   -  PORTLAND (1990)
 RD1547
 RD1547                         *CURRENT SURVEY CONTROL
 RD1547  ___________________________________________________________________
 RD1547* NAD 83(1986)-  45 37 19.     (N)    122 41 39.     (W)     SCALED    
 RD1547* NAVD 88     -        15.418  (meters)      50.58   (feet)  ADJUSTED  
 RD1547  ___________________________________________________________________
 RD1547  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 RD1547  DYNAMIC HT  -          15.418 (meters)      50.58  (feet)  COMP
 RD1547  MODELED GRAV-     980,625.5   (mgal)                       NAVD 88
 RD1547
 RD1547  VERT ORDER  -  FIRST     CLASS II
 RD1547
 RD1547.The horizontal coordinates were scaled from a topographic map and have
 RD1547.an estimated accuracy of +/- 6 seconds.
 RD1547
 RD1547.The orthometric height was determined by differential leveling
 RD1547.and adjusted in June 1991.
 RD1547
 RD1547.The geoid height was determined by GEOID03.
 RD1547
 RD1547.The dynamic height is computed by dividing the NAVD 88
 RD1547.geopotential number by the normal gravity value computed on the
 RD1547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1547.degrees latitude (g = 980.6199 gals.).
 RD1547
 RD1547.The modeled gravity was interpolated from observed gravity values.
 RD1547
 RD1547;                    North         East    Units  Estimated Accuracy
 RD1547;SPC OR N     -   219,600.    2,328,910.      MT  (+/- 180 meters Scaled)
 RD1547
 RD1547                          SUPERSEDED SURVEY CONTROL
 RD1547
 RD1547  NGVD 29 (05/16/90)   14.363  (m)           47.12   (f) ADJUSTED    1 2
 RD1547
 RD1547.Superseded values are not recommended for survey control.
 RD1547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1547.See file dsdata.txt to determine how the superseded data were derived.
 RD1547
 RD1547_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER238520(NAD 83)
 RD1547_MARKER: DB = BENCH MARK DISK
 RD1547_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RD1547_SP_SET: BRIDGE ABUTMENT
 RD1547_STAMPING: F 718 1987
 RD1547_MARK LOGO: NGS   
 RD1547_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RD1547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD1547+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2006
 RD1547
 RD1547  HISTORY     - Date     Condition        Report By
 RD1547  HISTORY     - 1987     MONUMENTED       NGS
 RD1547  HISTORY     - 1989     GOOD             USPSQD
 RD1547  HISTORY     - 19940921 GOOD             USPSQD
 RD1547  HISTORY     - 20020224 GOOD             USPSQD
 RD1547  HISTORY     - 20050209 GOOD             USPSQD
 RD1547  HISTORY     - 20060228 GOOD             USPSQD
 RD1547
 RD1547                          STATION DESCRIPTION
 RD1547
 RD1547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 RD1547'1.2 KM (0.75 MI) NE FROM NORTH PORTLAND.
 RD1547'1.17 KM (0.75 MI) NORTHEAST ALONG THE BURLINGTON NORTHERN RAILROAD
 RD1547'FROM THE SOUTH END OF THE BRIDGE OVER NORTH PORTLAND HARBOR IN NORTH
 RD1547'PORTLAND, NEAR THE NORTHEAST SHORE OF HAYDEN ISLAND, IN THE SOUTHWEST
 RD1547'END OF THE RAILROAD BRIDGE OVER THE COLUMBIA RIVER, 1.7 M (5.6 FT)
 RD1547'NORTHWEST OF THE NORTHWEST RAIL, IN TOP AND 1.1 M (3.6 FT) SOUTHEAST
 RD1547'OF THE NORTHWEST END OF THE SOUTHWEST ABUTMENT OF THE BRIDGE.
 RD1547'THE MARK IS 0.3 M BELOW THE TRACKS.
 RD1547
 RD1547                          STATION RECOVERY (1989)
 RD1547
 RD1547'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RD1547'RECOVERED IN GOOD CONDITION.
 RD1547
 RD1547                          STATION RECOVERY (1994)
 RD1547
 RD1547'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD1547'RECOVERED IN GOOD CONDITION.
 RD1547
 RD1547                          STATION RECOVERY (2002)
 RD1547
 RD1547'RECOVERY NOTE BY US POWER SQUADRON 2002 (JLC)
 RD1547'RECOVERED IN GOOD CONDITION.
 RD1547
 RD1547                          STATION RECOVERY (2005)
 RD1547
 RD1547'RECOVERY NOTE BY US POWER SQUADRON 2005
 RD1547'RECOVERED IN GOOD CONDITION.
 RD1547
 RD1547                          STATION RECOVERY (2006)
 RD1547
 RD1547'RECOVERY NOTE BY US POWER SQUADRON 2006 (CJ)
 RD1547'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1924 ***********************************************************************
 RC1924  DESIGNATION -  F 719
 RC1924  PID         -  RC1924
 RC1924  STATE/COUNTY-  OR/HOOD RIVER
 RC1924  USGS QUAD   -  CARSON (1994)
 RC1924
 RC1924                         *CURRENT SURVEY CONTROL
 RC1924  ___________________________________________________________________
 RC1924* NAD 83(1986)-  45 41 21.     (N)    121 50 18.     (W)     SCALED    
 RC1924* NAVD 88     -        31.233  (meters)     102.47   (feet)  ADJUSTED  
 RC1924  ___________________________________________________________________
 RC1924  GEOID HEIGHT-         -21.66  (meters)                     GEOID03
 RC1924  DYNAMIC HT  -          31.232 (meters)     102.47  (feet)  COMP
 RC1924  MODELED GRAV-     980,589.2   (mgal)                       NAVD 88
 RC1924
 RC1924  VERT ORDER  -  FIRST     CLASS II
 RC1924
 RC1924.The horizontal coordinates were scaled from a topographic map and have
 RC1924.an estimated accuracy of +/- 6 seconds.
 RC1924
 RC1924.The orthometric height was determined by differential leveling
 RC1924.and adjusted in June 1991.
 RC1924
 RC1924.The geoid height was determined by GEOID03.
 RC1924
 RC1924.The dynamic height is computed by dividing the NAVD 88
 RC1924.geopotential number by the normal gravity value computed on the
 RC1924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1924.degrees latitude (g = 980.6199 gals.).
 RC1924
 RC1924.The modeled gravity was interpolated from observed gravity values.
 RC1924
 RC1924;                    North         East    Units  Estimated Accuracy
 RC1924;SPC OR N     -   225,610.    2,395,760.      MT  (+/- 180 meters Scaled)
 RC1924
 RC1924                          SUPERSEDED SURVEY CONTROL
 RC1924
 RC1924.No superseded survey control is available for this station.
 RC1924
 RC1924_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER904601(NAD 83)
 RC1924_MARKER: I = METAL ROD
 RC1924_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RC1924_SP_SET: STAINLESS STEEL ROD
 RC1924_STAMPING: F 719 1987
 RC1924_MARK LOGO: NGS   
 RC1924_PROJECTION: FLUSH
 RC1924_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RC1924_ROD/PIPE-DEPTH: 11.2 meters
 RC1924
 RC1924  HISTORY     - Date     Condition        Report By
 RC1924  HISTORY     - 1987     MONUMENTED       NGS
 RC1924  HISTORY     - 1987     GOOD             USPSQD
 RC1924  HISTORY     - 20040814 MARK NOT FOUND   USPSQD
 RC1924
 RC1924                          STATION DESCRIPTION
 RC1924
 RC1924'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 RC1924'5.4 KM (3.35 MI) EAST FROM CASCADE LOCKS.
 RC1924'1.9 KM (1.20 MI) EAST ALONG WANAPA STREET (US HIGHWAY 30) FROM THE
 RC1924'POST OFFICE IN CASCADE LOCKS, THENCE 3.4 KM (2.10 MI) EAST ALONG OLD
 RC1924'US HIGHWAY 30, AT THE T-JUNCTION OF HERMAN CREEK ROAD, 16.45 M
 RC1924'(54.0 FT) NORTHWEST OF THE OLD HIGHWAY CENTERLINE, 7.25 M (23.8 FT)
 RC1924'SOUTHEAST OF THE SOUTHEASTMOST PIER OF THE INTERSTATE HIGHWAY 84
 RC1924'BRIDGE OVER HERMAN CREEK ROAD, 5.9 M (19.4 FT) SOUTHWEST OF THE
 RC1924'EXTENDED CENTER OF HERMAN CREEK ROAD. NOTE--ACCESS TO DATUM POINT IS
 RC1924'HAD THROUGH A 5-INCH LOGO CAP.
 RC1924'THE MARK IS 0.45 METERS  N FROM  A WITNESS POST
 RC1924'THE MARK IS 0.3 M ABOVE THE ROAD.
 RC1924
 RC1924                          STATION RECOVERY (1987)
 RC1924
 RC1924'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWE)
 RC1924'RECOVERED IN GOOD CONDITION.
 RC1924
 RC1924                          STATION RECOVERY (2004)
 RC1924
 RC1924'RECOVERY NOTE BY US POWER SQUADRON 2004 (PS)
 RC1924'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0040 ***********************************************************************
 NY0040  DESIGNATION -  F 72
 NY0040  PID         -  NY0040
 NY0040  STATE/COUNTY-  OR/LAKE
 NY0040  USGS QUAD   -  PAISLEY (1980)
 NY0040
 NY0040                         *CURRENT SURVEY CONTROL
 NY0040  ___________________________________________________________________
 NY0040* NAD 83(1986)-  42 41 09.     (N)    120 31 44.     (W)     SCALED    
 NY0040* NAVD 88     -      1319.710  (meters)    4329.75   (feet)  ADJUSTED  
 NY0040  ___________________________________________________________________
 NY0040  GEOID HEIGHT-         -20.70  (meters)                     GEOID03
 NY0040  DYNAMIC HT  -        1318.937 (meters)    4327.21  (feet)  COMP
 NY0040  MODELED GRAV-     979,989.8   (mgal)                       NAVD 88
 NY0040
 NY0040  VERT ORDER  -  SECOND    CLASS 0
 NY0040
 NY0040.The horizontal coordinates were scaled from a topographic map and have
 NY0040.an estimated accuracy of +/- 6 seconds.
 NY0040
 NY0040.The orthometric height was determined by differential leveling
 NY0040.and adjusted in June 1991.
 NY0040
 NY0040.The geoid height was determined by GEOID03.
 NY0040
 NY0040.The dynamic height is computed by dividing the NAVD 88
 NY0040.geopotential number by the normal gravity value computed on the
 NY0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0040.degrees latitude (g = 980.6199 gals.).
 NY0040
 NY0040.The modeled gravity was interpolated from observed gravity values.
 NY0040
 NY0040;                    North         East    Units  Estimated Accuracy
 NY0040;SPC OR S     -   113,210.    1,497,630.      MT  (+/- 180 meters Scaled)
 NY0040
 NY0040                          SUPERSEDED SURVEY CONTROL
 NY0040
 NY0040  NGVD 29 (??/??/92) 1318.519  (m)         4325.84   (f) ADJ UNCH    2 0
 NY0040
 NY0040.Superseded values are not recommended for survey control.
 NY0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0040.See file dsdata.txt to determine how the superseded data were derived.
 NY0040
 NY0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGN024288(NAD 83)
 NY0040_MARKER: DB = BENCH MARK DISK
 NY0040_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NY0040_SP_SET: CULVERT
 NY0040_STAMPING: F 72 1931
 NY0040_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NY0040
 NY0040  HISTORY     - Date     Condition        Report By
 NY0040  HISTORY     - 1931     MONUMENTED       CGS
 NY0040  HISTORY     - 1964     MARK NOT FOUND   NGS
 NY0040
 NY0040                          STATION DESCRIPTION
 NY0040
 NY0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 NY0040'1.13 MI E FROM PAISLEY.
 NY0040'ABOUT 1-1/8 MILES EAST ALONG THE FREMONT HIGHWAY (OREGON 31) FROM
 NY0040'PAISLEY, LAKE COUNTY, OPPOSITE THE PARKER RANCH HOUSE, 15 FEET NORTH
 NY0040'OF A FENCE CORNER, AT A DOUBLE CULVERT, AND IN THE SOUTH END OF THE
 NY0040'EAST HEAD WALL.  A STANDARD DISK, STAMPED F 72 1931.
 NY0040
 NY0040                          STATION RECOVERY (1964)
 NY0040
 NY0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 NY0040'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1949 ***********************************************************************
 RC1949  DESIGNATION -  F 721
 RC1949  PID         -  RC1949
 RC1949  STATE/COUNTY-  OR/SHERMAN
 RC1949  USGS QUAD   -  BIGGS JUNCTION (1994)
 RC1949
 RC1949                         *CURRENT SURVEY CONTROL
 RC1949  ___________________________________________________________________
 RC1949* NAD 83(1986)-  45 37 45.     (N)    120 45 34.     (W)     SCALED    
 RC1949* NAVD 88     -       293.719  (meters)     963.64   (feet)  ADJUSTED  
 RC1949  ___________________________________________________________________
 RC1949  GEOID HEIGHT-         -21.36  (meters)                     GEOID03
 RC1949  DYNAMIC HT  -         293.705 (meters)     963.60  (feet)  COMP
 RC1949  MODELED GRAV-     980,560.3   (mgal)                       NAVD 88
 RC1949
 RC1949  VERT ORDER  -  FIRST     CLASS II
 RC1949
 RC1949.The horizontal coordinates were scaled from a topographic map and have
 RC1949.an estimated accuracy of +/- 6 seconds.
 RC1949
 RC1949.The orthometric height was determined by differential leveling
 RC1949.and adjusted in June 1991.
 RC1949
 RC1949.The geoid height was determined by GEOID03.
 RC1949
 RC1949.The dynamic height is computed by dividing the NAVD 88
 RC1949.geopotential number by the normal gravity value computed on the
 RC1949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1949.degrees latitude (g = 980.6199 gals.).
 RC1949
 RC1949.The modeled gravity was interpolated from observed gravity values.
 RC1949
 RC1949;                    North         East    Units  Estimated Accuracy
 RC1949;SPC OR N     -   218,110.    2,479,770.      MT  (+/- 180 meters Scaled)
 RC1949
 RC1949                          SUPERSEDED SURVEY CONTROL
 RC1949
 RC1949.No superseded survey control is available for this station.
 RC1949
 RC1949_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR746552(NAD 83)
 RC1949_MARKER: DB = BENCH MARK DISK
 RC1949_SETTING: 66 = SET IN ROCK OUTCROP
 RC1949_SP_SET: ROCK OUTCROP
 RC1949_STAMPING: F 721 1987
 RC1949_MARK LOGO: NGS   
 RC1949_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RC1949+STABILITY: POSITION/ELEVATION WELL
 RC1949
 RC1949  HISTORY     - Date     Condition        Report By
 RC1949  HISTORY     - 1987     MONUMENTED       NGS
 RC1949
 RC1949                          STATION DESCRIPTION
 RC1949
 RC1949'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 RC1949'8.3 KM (5.15 MI) SOUTH FROM BIGGS.
 RC1949'8.3 KM (5.15 MI) SOUTH ALONG US HIGHWAY 97 FROM THE UNDERPASS OF THE
 RC1949'UNION PACIFIC RAILROAD IN BIGGS, 9.20 M (30.2 FT) NORTHEAST OF THE
 RC1949'CENTERLINE OF THE HIGHWAY, 4.78 M (15.7 FT) SOUTHWEST OF A FENCE.
 RC1949'THE MARK IS 0.88 METERS  SE FROM  A WITNESS POST
 RC1949'THE MARK IS 0.60 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1986 ***********************************************************************
 RC1986  DESIGNATION -  F 722
 RC1986  PID         -  RC1986
 RC1986  STATE/COUNTY-  OR/SHERMAN
 RC1986  USGS QUAD   -  GRASS VALLEY (1962)
 RC1986
 RC1986                         *CURRENT SURVEY CONTROL
 RC1986  ___________________________________________________________________
 RC1986* NAD 83(1986)-  45 18 40.     (N)    120 46 05.     (W)     SCALED    
 RC1986* NAVD 88     -       748.960  (meters)    2457.21   (feet)  ADJUSTED  
 RC1986  ___________________________________________________________________
 RC1986  GEOID HEIGHT-         -20.97  (meters)                     GEOID03
 RC1986  DYNAMIC HT  -         748.840 (meters)    2456.82  (feet)  COMP
 RC1986  MODELED GRAV-     980,431.0   (mgal)                       NAVD 88
 RC1986
 RC1986  VERT ORDER  -  FIRST     CLASS II
 RC1986
 RC1986.The horizontal coordinates were scaled from a topographic map and have
 RC1986.an estimated accuracy of +/- 6 seconds.
 RC1986
 RC1986.The orthometric height was determined by differential leveling
 RC1986.and adjusted in June 1991.
 RC1986
 RC1986.The geoid height was determined by GEOID03.
 RC1986
 RC1986.The dynamic height is computed by dividing the NAVD 88
 RC1986.geopotential number by the normal gravity value computed on the
 RC1986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1986.degrees latitude (g = 980.6199 gals.).
 RC1986
 RC1986.The modeled gravity was interpolated from observed gravity values.
 RC1986
 RC1986;                    North         East    Units  Estimated Accuracy
 RC1986;SPC OR N     -   182,770.    2,478,980.      MT  (+/- 180 meters Scaled)
 RC1986
 RC1986                          SUPERSEDED SURVEY CONTROL
 RC1986
 RC1986.No superseded survey control is available for this station.
 RC1986
 RC1986_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR749199(NAD 83)
 RC1986_MARKER: I = METAL ROD
 RC1986_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RC1986+WITH SETTING: INFORMATION.
 RC1986_SP_SET: SHALLOW-SET METAL ROD
 RC1986_STAMPING: F 722 1987
 RC1986_MARK LOGO: NGS   
 RC1986_PROJECTION: FLUSH
 RC1986_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RC1986_ROD/PIPE-DEPTH: 0.91 meters
 RC1986
 RC1986  HISTORY     - Date     Condition        Report By
 RC1986  HISTORY     - 1987     MONUMENTED       NGS
 RC1986
 RC1986                          STATION DESCRIPTION
 RC1986
 RC1986'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 RC1986'6.0 KM (3.75 MI) SOUTH FROM GRASS VALLEY.
 RC1986'6.0 KM (3.75 MI) SOUTH ALONG US HIGHWAY 97 FROM THE POST OFFICE IN
 RC1986'GRASS VALLEY, 14.84 M (48.7 FT) EAST OF THE HIGHWAY CENTERLINE, 0.54
 RC1986'M (1.8 FT) WEST OF A FENCE.  ROD DRIVEN TO ABRUPT REFUSAL AND
 RC1986'ANCHORED.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 RC1986'CAP.
 RC1986'THE MARK IS 0.30 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1479 ***********************************************************************
 RD1479  DESIGNATION -  F 723
 RD1479  PID         -  RD1479
 RD1479  STATE/COUNTY-  OR/MULTNOMAH
 RD1479  USGS QUAD   -  PORTLAND (1990)
 RD1479
 RD1479                         *CURRENT SURVEY CONTROL
 RD1479  ___________________________________________________________________
 RD1479* NAD 83(1986)-  45 31 01.     (N)    122 39 46.     (W)     SCALED    
 RD1479* NAVD 88     -        12.480  (meters)      40.94   (feet)  ADJUSTED  
 RD1479  ___________________________________________________________________
 RD1479  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 RD1479  DYNAMIC HT  -          12.480 (meters)      40.94  (feet)  COMP
 RD1479  MODELED GRAV-     980,627.1   (mgal)                       NAVD 88
 RD1479
 RD1479  VERT ORDER  -  FIRST     CLASS II
 RD1479
 RD1479.The horizontal coordinates were scaled from a topographic map and have
 RD1479.an estimated accuracy of +/- 6 seconds.
 RD1479
 RD1479.The orthometric height was determined by differential leveling
 RD1479.and adjusted in June 1991.
 RD1479
 RD1479.The geoid height was determined by GEOID03.
 RD1479
 RD1479.The dynamic height is computed by dividing the NAVD 88
 RD1479.geopotential number by the normal gravity value computed on the
 RD1479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1479.degrees latitude (g = 980.6199 gals.).
 RD1479
 RD1479.The modeled gravity was interpolated from observed gravity values.
 RD1479
 RD1479;                    North         East    Units  Estimated Accuracy
 RD1479;SPC OR N     -   207,870.    2,331,050.      MT  (+/- 180 meters Scaled)
 RD1479
 RD1479                          SUPERSEDED SURVEY CONTROL
 RD1479
 RD1479.No superseded survey control is available for this station.
 RD1479
 RD1479_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER263404(NAD 83)
 RD1479_MARKER: DB = BENCH MARK DISK
 RD1479_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RD1479_SP_SET: PIER
 RD1479_STAMPING: F 723 1987
 RD1479_MARK LOGO: NGS   
 RD1479_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RD1479+STABILITY: POSITION/ELEVATION WELL
 RD1479_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RD1479+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2006
 RD1479
 RD1479  HISTORY     - Date     Condition        Report By
 RD1479  HISTORY     - 1987     MONUMENTED       NGS
 RD1479  HISTORY     - 20040329 GOOD             USPSQD
 RD1479  HISTORY     - 20050612 GOOD             USPSQD
 RD1479  HISTORY     - 20060924 GOOD             USPSQD
 RD1479
 RD1479                          STATION DESCRIPTION
 RD1479
 RD1479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 RD1479'IN PORTLAND.
 RD1479'IN PORTLAND, AT THE INTERSECTION OF SOUTHEAST 3RD AVENUE AND SOUTHEAST
 RD1479'MORRISON STREET, SET VERTICALLY IN THE WEST FACE OF THE MOST
 RD1479'NORTHERLY ONE OF TWO COLUMNS OF THE FIRST PIER WEST OF SOUTHEAST 3RD
 RD1479'AVENUE OF THE MORRISON STREET BRIDGE, 11.0 M (36.1 FT) WEST OF THE
 RD1479'CENTER OF THE AVENUE, AND 4.0 M (13.1 FT) NORTH OF THE CENTER OF THE
 RD1479'STREET.
 RD1479'THE MARK IS 1.4 M ABOVE THE STREET.
 RD1479
 RD1479                          STATION RECOVERY (2004)
 RD1479
 RD1479'RECOVERY NOTE BY US POWER SQUADRON 2004 (RHC)
 RD1479'MONUMENT WAS PAINTED OVER WITH GRAFFITI MASKING PAINT, REMOVED PAINT
 RD1479'WITH PLASTIC TOOL.
 RD1479
 RD1479                          STATION RECOVERY (2005)
 RD1479
 RD1479'RECOVERY NOTE BY US POWER SQUADRON 2005 (SAO)
 RD1479'RECOVERED IN GOOD CONDITION.
 RD1479
 RD1479                          STATION RECOVERY (2006)
 RD1479
 RD1479'RECOVERY NOTE BY US POWER SQUADRON 2006 (REC)
 RD1479'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1507 ***********************************************************************
 RD1507  DESIGNATION -  F 724
 RD1507  PID         -  RD1507
 RD1507  STATE/COUNTY-  OR/CLACKAMAS
 RD1507  USGS QUAD   -  CANBY (1985)
 RD1507
 RD1507                         *CURRENT SURVEY CONTROL
 RD1507  ___________________________________________________________________
 RD1507* NAD 83(1986)-  45 15 18.     (N)    122 42 29.     (W)     SCALED    
 RD1507* NAVD 88     -        32.646  (meters)     107.11   (feet)  ADJUSTED  
 RD1507  ___________________________________________________________________
 RD1507  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 RD1507  DYNAMIC HT  -          32.645 (meters)     107.10  (feet)  COMP
 RD1507  MODELED GRAV-     980,589.7   (mgal)                       NAVD 88
 RD1507
 RD1507  VERT ORDER  -  FIRST     CLASS II
 RD1507
 RD1507.The horizontal coordinates were scaled from a topographic map and have
 RD1507.an estimated accuracy of +/- 6 seconds.
 RD1507
 RD1507.The orthometric height was determined by differential leveling
 RD1507.and adjusted in June 1991.
 RD1507
 RD1507.The geoid height was determined by GEOID03.
 RD1507
 RD1507.The dynamic height is computed by dividing the NAVD 88
 RD1507.geopotential number by the normal gravity value computed on the
 RD1507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1507.degrees latitude (g = 980.6199 gals.).
 RD1507
 RD1507.The modeled gravity was interpolated from observed gravity values.
 RD1507
 RD1507;                    North         East    Units  Estimated Accuracy
 RD1507;SPC OR N     -   178,870.    2,326,720.      MT  (+/- 180 meters Scaled)
 RD1507
 RD1507                          SUPERSEDED SURVEY CONTROL
 RD1507
 RD1507.No superseded survey control is available for this station.
 RD1507
 RD1507_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER229113(NAD 83)
 RD1507_MARKER: DB = BENCH MARK DISK
 RD1507_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RD1507_SP_SET: ABUTMENT
 RD1507_STAMPING: F 724 1987
 RD1507_MARK LOGO: NGS   
 RD1507_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RD1507
 RD1507  HISTORY     - Date     Condition        Report By
 RD1507  HISTORY     - 1987     MONUMENTED       NGS
 RD1507  HISTORY     - 20070317 MARK NOT FOUND   USPSQD
 RD1507
 RD1507                          STATION DESCRIPTION
 RD1507
 RD1507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 RD1507'16.9 KM (10.50 MI) SW FROM OREGON CITY.
 RD1507'16.9 KM (10.50 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 99E FROM ITS
 RD1507'JUNCTION WITH INTERSTATE HIGHWAY 205 IN OREGON CITY, OR 16.7 KM
 RD1507'(10.40 MI) NORTHEASTERLY ALONG STATE HIGHWAY 99E FROM ITS JUNCTION
 RD1507'WITH LINCOLN STREET IN WOODBURN, IN TOP OF AND 0.2 M (0.7 FT)
 RD1507'SOUTHEAST OF THE NORTHWEST END OF THE SOUTHWEST ABUTMENT OF THE
 RD1507'NORTHEASTBOUND HIGHWAY BRIDGE SPANNING THE MOLALLA RIVER, AT THE
 RD1507'SOUTHWEST EDGE OF CANBY, 8.6 M (28.2 FT) NORTHWEST OF THE CENTERLINE
 RD1507'OF THE NORTHEASTBOUND LANES OF THE HIGHWAY, AND 5.6 M (18.4 FT)
 RD1507'SOUTHEAST OF THE CENTERLINE OF THE SOUTHWESTBOUND LANES OF THE
 RD1507'HIGHWAY.
 RD1507'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 RD1507
 RD1507                          STATION RECOVERY (2007)
 RD1507
 RD1507'RECOVERY NOTE BY US POWER SQUADRON 2007 (RR)
 RD1507'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1446 ***********************************************************************
 QE1446  DESIGNATION -  F 725
 QE1446  PID         -  QE1446
 QE1446  STATE/COUNTY-  OR/MARION
 QE1446  USGS QUAD   -  SALEM EAST (1986)
 QE1446
 QE1446                         *CURRENT SURVEY CONTROL
 QE1446  ___________________________________________________________________
 QE1446* NAD 83(1986)-  44 57 50.     (N)    122 58 57.     (W)     SCALED    
 QE1446* NAVD 88     -        60.434  (meters)     198.27   (feet)  ADJUSTED  
 QE1446  ___________________________________________________________________
 QE1446  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 QE1446  DYNAMIC HT  -          60.431 (meters)     198.26  (feet)  COMP
 QE1446  MODELED GRAV-     980,573.0   (mgal)                       NAVD 88
 QE1446
 QE1446  VERT ORDER  -  FIRST     CLASS II
 QE1446
 QE1446.The horizontal coordinates were scaled from a topographic map and have
 QE1446.an estimated accuracy of +/- 6 seconds.
 QE1446
 QE1446.The orthometric height was determined by differential leveling
 QE1446.and adjusted in June 1991.
 QE1446
 QE1446.The geoid height was determined by GEOID03.
 QE1446
 QE1446.The dynamic height is computed by dividing the NAVD 88
 QE1446.geopotential number by the normal gravity value computed on the
 QE1446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1446.degrees latitude (g = 980.6199 gals.).
 QE1446
 QE1446.The modeled gravity was interpolated from observed gravity values.
 QE1446
 QE1446;                    North         East    Units  Estimated Accuracy
 QE1446;SPC OR N     -   147,160.    2,304,190.      MT  (+/- 180 meters Scaled)
 QE1446
 QE1446                          SUPERSEDED SURVEY CONTROL
 QE1446
 QE1446.No superseded survey control is available for this station.
 QE1446
 QE1446_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ013789(NAD 83)
 QE1446_MARKER: I = METAL ROD
 QE1446_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QE1446_SP_SET: STAINLESS STEEL ROD
 QE1446_STAMPING: F 725 1987
 QE1446_MARK LOGO: NGS   
 QE1446_PROJECTION: RECESSED 1 CENTIMETERS
 QE1446_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE1446_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QE1446+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2006
 QE1446_ROD/PIPE-DEPTH: 8.9  meters
 QE1446
 QE1446  HISTORY     - Date     Condition        Report By
 QE1446  HISTORY     - 1987     MONUMENTED       NGS
 QE1446  HISTORY     - 20011103 GOOD             USPSQD
 QE1446  HISTORY     - 20060218 GOOD             USPSQD
 QE1446
 QE1446                          STATION DESCRIPTION
 QE1446
 QE1446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QE1446'IN SALEM.
 QE1446'IN SALEM, AT 2290 LANCASTER DRIVE, 3.6 M (11.8 FT) SOUTH OF THE SOUTH
 QE1446'EDGE OF THE SIDEWALK, 2.2 M (7.2 FT) NORTH OF THE CENTER OF THE
 QE1446'ENTRANCE LEADING INTO THE OAK PARK COMMUNITY CHURCH GYMNASIUM, 0.9 M
 QE1446'(3.0 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE GYMNASIUM, AND 0.6
 QE1446'M (2.0 FT) EAST OF THE EAST EDGE OF A SIDEWALK.  NOTE--ACCESS TO
 QE1446'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QE1446'THE MARK IS 0.1 M BELOW THE SIDEWALK.
 QE1446
 QE1446                          STATION RECOVERY (2001)
 QE1446
 QE1446'RECOVERY NOTE BY US POWER SQUADRON 2001 (WC)
 QE1446'RECOVERED IN GOOD CONDITION.
 QE1446
 QE1446                          STATION RECOVERY (2006)
 QE1446
 QE1446'RECOVERY NOTE BY US POWER SQUADRON 2006 (RJH)
 QE1446'OAK PART COMMUNITY CHURCH ADDRESS SHOULD BE 2990 LANCASTER DRIVE,
 QE1446'SALEM
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1529 ***********************************************************************
 QE1529  DESIGNATION -  F 726
 QE1529  PID         -  QE1529
 QE1529  STATE/COUNTY-  OR/LINCOLN
 QE1529  USGS QUAD   -  TOLEDO NORTH (1984)
 QE1529
 QE1529                         *CURRENT SURVEY CONTROL
 QE1529  ___________________________________________________________________
 QE1529* NAD 83(1986)-  44 37 52.     (N)    123 59 40.     (W)     SCALED    
 QE1529* NAVD 88     -        19.179  (meters)      62.92   (feet)  ADJUSTED  
 QE1529  ___________________________________________________________________
 QE1529  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 QE1529  DYNAMIC HT  -          19.179 (meters)      62.92  (feet)  COMP
 QE1529  MODELED GRAV-     980,589.7   (mgal)                       NAVD 88
 QE1529
 QE1529  VERT ORDER  -  FIRST     CLASS II
 QE1529
 QE1529.The horizontal coordinates were scaled from a topographic map and have
 QE1529.an estimated accuracy of +/- 6 seconds.
 QE1529
 QE1529.The orthometric height was determined by differential leveling
 QE1529.and adjusted in June 1991.
 QE1529
 QE1529.The geoid height was determined by GEOID03.
 QE1529
 QE1529.The dynamic height is computed by dividing the NAVD 88
 QE1529.geopotential number by the normal gravity value computed on the
 QE1529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1529.degrees latitude (g = 980.6199 gals.).
 QE1529
 QE1529.The modeled gravity was interpolated from observed gravity values.
 QE1529
 QE1529;                    North         East    Units  Estimated Accuracy
 QE1529;SPC OR N     -   113,170.    2,222,820.      MT  (+/- 180 meters Scaled)
 QE1529
 QE1529                          SUPERSEDED SURVEY CONTROL
 QE1529
 QE1529.No superseded survey control is available for this station.
 QE1529
 QE1529_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ211424(NAD 83)
 QE1529_MARKER: I = METAL ROD
 QE1529_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QE1529_SP_SET: STAINLESS STEEL ROD
 QE1529_STAMPING: F 726 1987
 QE1529_MARK LOGO: NGS   
 QE1529_PROJECTION: FLUSH
 QE1529_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE1529_ROD/PIPE-DEPTH: 3.3  meters
 QE1529
 QE1529  HISTORY     - Date     Condition        Report By
 QE1529  HISTORY     - 1987     MONUMENTED       NGS
 QE1529  HISTORY     - 1987     GOOD             USPSQD
 QE1529
 QE1529                          STATION DESCRIPTION
 QE1529
 QE1529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QE1529'5.0 KM (3.10 MI) EAST FROM NEWPORT.
 QE1529'5.0 KM (3.10 MI) EASTERLY ALONG U.S. HIGHWAY 20 FROM ITS JUNCTION WITH
 QE1529'U.S. HIGHWAY 101 IN NEWPORT, 10.5 M (34.4 FT) SOUTHEAST OF THE
 QE1529'CENTERLINE OF THE HIGHWAY, AND 3.7 M (12.1 FT) NORTHEAST OF THE
 QE1529'CENTER OF SKOGEN ROAD. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 QE1529'5-INCH LOGO CAP.
 QE1529'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 QE1529'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 QE1529
 QE1529                          STATION RECOVERY (1987)
 QE1529
 QE1529'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWE)
 QE1529'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1546 ***********************************************************************
 QE1546  DESIGNATION -  F 727
 QE1546  PID         -  QE1546
 QE1546  STATE/COUNTY-  OR/LINCOLN
 QE1546  USGS QUAD   -  EDDYVILLE (1984)
 QE1546
 QE1546                         *CURRENT SURVEY CONTROL
 QE1546  ___________________________________________________________________
 QE1546* NAD 83(1986)-  44 39 20.     (N)    123 49 12.     (W)     SCALED    
 QE1546* NAVD 88     -        20.196  (meters)      66.26   (feet)  ADJUSTED  
 QE1546  ___________________________________________________________________
 QE1546  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 QE1546  DYNAMIC HT  -          20.196 (meters)      66.26  (feet)  COMP
 QE1546  MODELED GRAV-     980,613.1   (mgal)                       NAVD 88
 QE1546
 QE1546  VERT ORDER  -  FIRST     CLASS II
 QE1546
 QE1546.The horizontal coordinates were scaled from a topographic map and have
 QE1546.an estimated accuracy of +/- 6 seconds.
 QE1546
 QE1546.The orthometric height was determined by differential leveling
 QE1546.and adjusted in June 1991.
 QE1546
 QE1546.The geoid height was determined by GEOID03.
 QE1546
 QE1546.The dynamic height is computed by dividing the NAVD 88
 QE1546.geopotential number by the normal gravity value computed on the
 QE1546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1546.degrees latitude (g = 980.6199 gals.).
 QE1546
 QE1546.The modeled gravity was interpolated from observed gravity values.
 QE1546
 QE1546;                    North         East    Units  Estimated Accuracy
 QE1546;SPC OR N     -   115,300.    2,236,760.      MT  (+/- 180 meters Scaled)
 QE1546
 QE1546                          SUPERSEDED SURVEY CONTROL
 QE1546
 QE1546.No superseded survey control is available for this station.
 QE1546
 QE1546_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ349450(NAD 83)
 QE1546_MARKER: DB = BENCH MARK DISK
 QE1546_SETTING: 66 = SET IN ROCK OUTCROP
 QE1546_SP_SET: BEDROCK
 QE1546_STAMPING: F 727 1987
 QE1546_MARK LOGO: NGS   
 QE1546_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QE1546+STABILITY: POSITION/ELEVATION WELL
 QE1546
 QE1546  HISTORY     - Date     Condition        Report By
 QE1546  HISTORY     - 1987     MONUMENTED       NGS
 QE1546  HISTORY     - 1987     GOOD             USPSQD
 QE1546
 QE1546                          STATION DESCRIPTION
 QE1546
 QE1546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QE1546'25.0 KM (15.55 MI) EAST FROM NEWPORT.
 QE1546'25.0 KM (15.55 MI) EASTERLY ALONG U.S. HIGHWAY 20 FROM ITS JUNCTION
 QE1546'WITH U.S. HIGHWAY 101 IN NEWPORT, IN THE NORTHWESTERN 1/3 OF AN
 QE1546'EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 0.2 KM (0.10 MI) NORTHWEST
 QE1546'OF CHITWOOD ROAD, 15.2 M (49.9 FT) NORTHEAST OF A UTILITY POLE
 QE1546'E480W8, 26.5 M (86.9 FT) SOUTHEAST OF A TELEPHONE CABLE JUNCTION BOX,
 QE1546'AND 4.9 M (16.1 FT) NORTH-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 QE1546'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 QE1546'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 QE1546
 QE1546                          STATION RECOVERY (1987)
 QE1546
 QE1546'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWE)
 QE1546'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1487 ***********************************************************************
 QE1487  DESIGNATION -  F 728
 QE1487  PID         -  QE1487
 QE1487  STATE/COUNTY-  OR/LINN
 QE1487  USGS QUAD   -  HALSEY (1969)
 QE1487
 QE1487                         *CURRENT SURVEY CONTROL
 QE1487  ___________________________________________________________________
 QE1487* NAD 83(1986)-  44 25 05.     (N)    123 06 41.     (W)     SCALED    
 QE1487* NAVD 88     -        83.347  (meters)     273.45   (feet)  ADJUSTED  
 QE1487  ___________________________________________________________________
 QE1487  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 QE1487  DYNAMIC HT  -          83.340 (meters)     273.42  (feet)  COMP
 QE1487  MODELED GRAV-     980,528.8   (mgal)                       NAVD 88
 QE1487
 QE1487  VERT ORDER  -  FIRST     CLASS II
 QE1487
 QE1487.The horizontal coordinates were scaled from a topographic map and have
 QE1487.an estimated accuracy of +/- 6 seconds.
 QE1487
 QE1487.The orthometric height was determined by differential leveling
 QE1487.and adjusted in June 1991.
 QE1487
 QE1487.The geoid height was determined by GEOID03.
 QE1487
 QE1487.The dynamic height is computed by dividing the NAVD 88
 QE1487.geopotential number by the normal gravity value computed on the
 QE1487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1487.degrees latitude (g = 980.6199 gals.).
 QE1487
 QE1487.The modeled gravity was interpolated from observed gravity values.
 QE1487
 QE1487;                    North         East    Units  Estimated Accuracy
 QE1487;SPC OR N     -    86,860.    2,292,070.      MT  (+/- 180 meters Scaled)
 QE1487
 QE1487                          SUPERSEDED SURVEY CONTROL
 QE1487
 QE1487.No superseded survey control is available for this station.
 QE1487
 QE1487_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ911183(NAD 83)
 QE1487_MARKER: I = METAL ROD
 QE1487_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QE1487_SP_SET: STAINLESS STEEL ROD
 QE1487_STAMPING: F 728 1987
 QE1487_MARK LOGO: NGS   
 QE1487_PROJECTION: FLUSH
 QE1487_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE1487_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QE1487+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2006
 QE1487_ROD/PIPE-DEPTH: 6.1  meters
 QE1487
 QE1487  HISTORY     - Date     Condition        Report By
 QE1487  HISTORY     - 1987     MONUMENTED       NGS
 QE1487  HISTORY     - 20060527 GOOD             USPSQD
 QE1487
 QE1487                          STATION DESCRIPTION
 QE1487
 QE1487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QE1487'24.3 KM (15.10 MI) SOUTH FROM ALBANY.
 QE1487'24.3 KM (15.10 MI) SOUTHERLY ALONG STATE HIGHWAY 99E FROM THE SOUTHERN
 QE1487'PACIFIC RAILROAD STATION IN ALBANY, 112.8 M (370.1 FT) WEST OF THE
 QE1487'CENTERLINE OF THE HIGHWAY, 9.6 M (31.5 FT) NORTH OF THE CENTERLINE OF
 QE1487'OAK PLAIN DRIVE, AND 1.0 M (3.3 FT) EAST OF UTILITY POLE NUMBER
 QE1487'249000. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QE1487'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 QE1487'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 QE1487
 QE1487                          STATION RECOVERY (2006)
 QE1487
 QE1487'RECOVERY NOTE BY US POWER SQUADRON 2006
 QE1487'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1401 ***********************************************************************
 QD1401  DESIGNATION -  F 729
 QD1401  PID         -  QD1401
 QD1401  STATE/COUNTY-  OR/WASCO
 QD1401  USGS QUAD   -  ARRASTRA BUTTE (1987)
 QD1401
 QD1401                         *CURRENT SURVEY CONTROL
 QD1401  ___________________________________________________________________
 QD1401* NAD 83(1986)-  44 51 23.     (N)    120 35 06.     (W)     SCALED    
 QD1401* NAVD 88     -      1023.004  (meters)    3356.31   (feet)  ADJUSTED  
 QD1401  ___________________________________________________________________
 QD1401  GEOID HEIGHT-         -20.44  (meters)                     GEOID03
 QD1401  DYNAMIC HT  -        1022.736 (meters)    3355.43  (feet)  COMP
 QD1401  MODELED GRAV-     980,320.1   (mgal)                       NAVD 88
 QD1401
 QD1401  VERT ORDER  -  FIRST     CLASS II
 QD1401
 QD1401.The horizontal coordinates were scaled from a topographic map and have
 QD1401.an estimated accuracy of +/- 6 seconds.
 QD1401
 QD1401.The orthometric height was determined by differential leveling
 QD1401.and adjusted in June 1991.
 QD1401
 QD1401.The geoid height was determined by GEOID03.
 QD1401
 QD1401.The dynamic height is computed by dividing the NAVD 88
 QD1401.geopotential number by the normal gravity value computed on the
 QD1401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1401.degrees latitude (g = 980.6199 gals.).
 QD1401
 QD1401.The modeled gravity was interpolated from observed gravity values.
 QD1401
 QD1401;                    North         East    Units  Estimated Accuracy
 QD1401;SPC OR N     -   132,210.    2,493,280.      MT  (+/- 180 meters Scaled)
 QD1401
 QD1401                          SUPERSEDED SURVEY CONTROL
 QD1401
 QD1401.No superseded survey control is available for this station.
 QD1401
 QD1401_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ908698(NAD 83)
 QD1401_MARKER: I = METAL ROD
 QD1401_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QD1401_SP_SET: STAINLESS STEEL ROD
 QD1401_STAMPING: F 729 1987
 QD1401_MARK LOGO: NGS   
 QD1401_PROJECTION: FLUSH
 QD1401_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QD1401_ROD/PIPE-DEPTH: 4.45 meters
 QD1401
 QD1401  HISTORY     - Date     Condition        Report By
 QD1401  HISTORY     - 1987     MONUMENTED       NGS
 QD1401
 QD1401                          STATION DESCRIPTION
 QD1401
 QD1401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QD1401'16.6 KM (10.30 MI) SE FROM ANTELOPE.
 QD1401'6.0 KM (3.75 MI) EAST ALONG STATE HIGHWAY 218 FROM THE POST OFFICE IN
 QD1401'ANTELOPE, THENCE 4.6 KM (2.85 MI) SOUTH ALONG COLD CAMP ROAD, THENCE
 QD1401'6.2 KM (3.85 MI) SOUTHEAST ALONG MUDDY ROAD, AT THE SOUTHEAST END OF
 QD1401'A ROW OF JUNIPER TREES, 8.2 M (26.9 FT) SOUTHWEST OF THE CENTER OF
 QD1401'THE ROAD, 5.6 M (18.4 FT) SOUTHEAST OF THE SOUTHEASTMOST ONE IN A ROW
 QD1401'OF JUNIPER TREES, 4.9 M (16.1 FT) NORTHEAST OF AN ELECTRIC FENCE.
 QD1401'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QD1401'THE MARK IS 0.30 METERS  SE FROM  A WITNESS POST
 QD1401'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0613 ***********************************************************************
 PB0613  DESIGNATION -  F 73
 PB0613  PID         -  PB0613
 PB0613  STATE/COUNTY-  OR/LAKE
 PB0613  USGS QUAD   -  EGLI RIM (1982)
 PB0613
 PB0613                         *CURRENT SURVEY CONTROL
 PB0613  ___________________________________________________________________
 PB0613* NAD 83(1986)-  43 02 52.     (N)    120 48 19.     (W)     SCALED    
 PB0613* NAVD 88     -      1453.836  (meters)    4769.79   (feet)  ADJUSTED  
 PB0613  ___________________________________________________________________
 PB0613  GEOID HEIGHT-         -20.55  (meters)                     GEOID03
 PB0613  DYNAMIC HT  -        1453.027 (meters)    4767.14  (feet)  COMP
 PB0613  MODELED GRAV-     980,012.8   (mgal)                       NAVD 88
 PB0613
 PB0613  VERT ORDER  -  SECOND    CLASS 0
 PB0613
 PB0613.The horizontal coordinates were scaled from a topographic map and have
 PB0613.an estimated accuracy of +/- 6 seconds.
 PB0613
 PB0613.The orthometric height was determined by differential leveling
 PB0613.and adjusted in June 1991.
 PB0613
 PB0613.The geoid height was determined by GEOID03.
 PB0613
 PB0613.The dynamic height is computed by dividing the NAVD 88
 PB0613.geopotential number by the normal gravity value computed on the
 PB0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0613.degrees latitude (g = 980.6199 gals.).
 PB0613
 PB0613.The modeled gravity was interpolated from observed gravity values.
 PB0613
 PB0613;                    North         East    Units  Estimated Accuracy
 PB0613;SPC OR S     -   153,460.    1,475,130.      MT  (+/- 180 meters Scaled)
 PB0613
 PB0613                          SUPERSEDED SURVEY CONTROL
 PB0613
 PB0613  NGVD 29 (??/??/92) 1452.615  (m)         4765.79   (f) ADJ UNCH    2 0
 PB0613
 PB0613.Superseded values are not recommended for survey control.
 PB0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0613.See file dsdata.txt to determine how the superseded data were derived.
 PB0613
 PB0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFN787684(NAD 83)
 PB0613_MARKER: DD = SURVEY DISK
 PB0613_SETTING: 80 = SET IN A BOULDER
 PB0613_SP_SET: BOULDER
 PB0613_STAMPING: F 73 1931
 PB0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0613+STABILITY: SURFACE MOTION
 PB0613
 PB0613  HISTORY     - Date     Condition        Report By
 PB0613  HISTORY     - 1931     MONUMENTED       ORDT
 PB0613  HISTORY     - 1931     GOOD             NGS
 PB0613
 PB0613                          STATION DESCRIPTION
 PB0613
 PB0613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 PB0613'14.8 MI SE FROM SILVER LAKE.
 PB0613'ABOUT 14.8 MILES SOUTHEAST ALONG THE FREMONT HIGHWAY (OREGON 31) FROM
 PB0613'SILVER LAKE, LAKE COUNTY, ABOUT 6.5 MILES NORTH OF SUMMER LAKE, NEAR
 PB0613'THE MIDDLE OF A LONG CURVE, 45 FEET SOUTH OF THE CENTER LINE OF THE
 PB0613'HIGHWAY, AND IN AN EMBEDDED BOULDER.  AN OREGON STATE HIGHWAY
 PB0613'DEPARTMENT STANDARD DISK, STAMPED F 73 1931.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1425 ***********************************************************************
 QD1425  DESIGNATION -  F 730
 QD1425  PID         -  QD1425
 QD1425  STATE/COUNTY-  OR/WHEELER
 QD1425  USGS QUAD   -  MUDDY RANCH (1987)
 QD1425
 QD1425                         *CURRENT SURVEY CONTROL
 QD1425  ___________________________________________________________________
 QD1425* NAD 83(1986)-  44 45 01.     (N)    120 22 58.     (W)     SCALED    
 QD1425* NAVD 88     -       480.060  (meters)    1575.00   (feet)  ADJUSTED  
 QD1425  ___________________________________________________________________
 QD1425  GEOID HEIGHT-         -20.49  (meters)                     GEOID03
 QD1425  DYNAMIC HT  -         479.959 (meters)    1574.67  (feet)  COMP
 QD1425  MODELED GRAV-     980,393.3   (mgal)                       NAVD 88
 QD1425
 QD1425  VERT ORDER  -  FIRST     CLASS II
 QD1425
 QD1425.The horizontal coordinates were scaled from a topographic map and have
 QD1425.an estimated accuracy of +/- 6 seconds.
 QD1425
 QD1425.The orthometric height was determined by differential leveling
 QD1425.and adjusted in June 1991.
 QD1425
 QD1425.The geoid height was determined by GEOID03.
 QD1425
 QD1425.The dynamic height is computed by dividing the NAVD 88
 QD1425.geopotential number by the normal gravity value computed on the
 QD1425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1425.degrees latitude (g = 980.6199 gals.).
 QD1425
 QD1425.The modeled gravity was interpolated from observed gravity values.
 QD1425
 QD1425;                    North         East    Units  Estimated Accuracy
 QD1425;SPC OR N     -   120,420.    2,509,280.      MT  (+/- 180 meters Scaled)
 QD1425
 QD1425                          SUPERSEDED SURVEY CONTROL
 QD1425
 QD1425.No superseded survey control is available for this station.
 QD1425
 QD1425_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGQ071585(NAD 83)
 QD1425_MARKER: I = METAL ROD
 QD1425_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QD1425+WITH SETTING: INFORMATION.
 QD1425_SP_SET: SHALLOW-SET METAL ROD
 QD1425_STAMPING: F 730 1987
 QD1425_MARK LOGO: NGS   
 QD1425_PROJECTION: FLUSH
 QD1425_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QD1425_ROD/PIPE-DEPTH: 2.74 meters
 QD1425
 QD1425  HISTORY     - Date     Condition        Report By
 QD1425  HISTORY     - 1987     MONUMENTED       NGS
 QD1425
 QD1425                          STATION DESCRIPTION
 QD1425
 QD1425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QD1425'32.6 KM (20.25 MI) NW FROM MITCHELL.
 QD1425'5.5 KM (3.40 MI) WEST ALONG US HIGHWAY 26 FROM THE JUNCTION OF STATE
 QD1425'HIGHWAY 207 IN MITCHELL, THENCE 27.1 KM (16.85 MI) NORTHWEST ALONG
 QD1425'BRIDGE CREEK ROAD, 17.9 M (58.7 FT) NORTH AND ACROSS THE ROAD FROM
 QD1425'TELEPHONE JUNCTION BOX 300050, 9.6 M (31.5 FT) NORTHEAST OF THE ROAD
 QD1425'CENTER.  ROD DRIVEN TO ABRUPT REFUSAL AND ANCHORED. NOTE--ACCESS TO
 QD1425'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QD1425'THE MARK IS 0.6 METERS  W FROM  A WITNESS POST
 QD1425'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0852 ***********************************************************************
 QC0852  DESIGNATION -  F 731
 QC0852  PID         -  QC0852
 QC0852  STATE/COUNTY-  OR/WHEELER
 QC0852  USGS QUAD   -  TUBB SPRING (1990)
 QC0852
 QC0852                         *CURRENT SURVEY CONTROL
 QC0852  ___________________________________________________________________
 QC0852* NAD 83(1986)-  44 33 38.     (N)    119 50 10.     (W)     SCALED    
 QC0852* NAVD 88     -      1069.813  (meters)    3509.88   (feet)  ADJUSTED  
 QC0852  ___________________________________________________________________
 QC0852  GEOID HEIGHT-         -19.19  (meters)                     GEOID03
 QC0852  DYNAMIC HT  -        1069.448 (meters)    3508.68  (feet)  COMP
 QC0852  MODELED GRAV-     980,239.6   (mgal)                       NAVD 88
 QC0852
 QC0852  VERT ORDER  -  FIRST     CLASS II
 QC0852
 QC0852.The horizontal coordinates were scaled from a topographic map and have
 QC0852.an estimated accuracy of +/- 6 seconds.
 QC0852
 QC0852.The orthometric height was determined by differential leveling
 QC0852.and adjusted in June 1991.
 QC0852
 QC0852.The geoid height was determined by GEOID03.
 QC0852
 QC0852.The dynamic height is computed by dividing the NAVD 88
 QC0852.geopotential number by the normal gravity value computed on the
 QC0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0852.degrees latitude (g = 980.6199 gals.).
 QC0852
 QC0852.The modeled gravity was interpolated from observed gravity values.
 QC0852
 QC0852;                    North         East    Units  Estimated Accuracy
 QC0852;SPC OR N     -    99,550.    2,552,740.      MT  (+/- 180 meters Scaled)
 QC0852
 QC0852                          SUPERSEDED SURVEY CONTROL
 QC0852
 QC0852.No superseded survey control is available for this station.
 QC0852
 QC0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKK747380(NAD 83)
 QC0852_MARKER: I = METAL ROD
 QC0852_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QC0852+WITH SETTING: INFORMATION.
 QC0852_SP_SET: METAL ROD DRIVEN INTO GROUND
 QC0852_STAMPING: F 731 1987
 QC0852_MARK LOGO: NGS   
 QC0852_MAGNETIC: I = MARKER IS A STEEL ROD
 QC0852_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QC0852_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QC0852+SATELLITE: SATELLITE OBSERVATIONS - 1987
 QC0852
 QC0852  HISTORY     - Date     Condition        Report By
 QC0852  HISTORY     - 1987     MONUMENTED       NGS
 QC0852
 QC0852                          STATION DESCRIPTION
 QC0852
 QC0852'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QC0852'32.8 KM (20.40 MI) EASTERLY ALONG U.S. HIGHWAY 26 FROM THE JUNCTION OF
 QC0852'STATE HIGHWAY 207 IN MITCHELL, OR 31.0 KM (19.25 MI) WESTERLY ALONG
 QC0852'U.S. HIGHWAY 26 FROM THE POST OFFICE IN DAYVILLE, AT THE WEST END OF
 QC0852'A HIGHWAY PULLOUT, A METAL ROD DRIVEN 2.4 METERS AND FLUSH WITH
 QC0852'GROUND, 17.4 M (57.1 FT) SOUTHWEST OF THE CENTERLINE OF
 QC0852'THE HIGHWAY, 13.1 M (43.0 FT) NORTHEAST OF THE NORTHEAST BANK OF
 QC0852'MOUNTAIN CREEK, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND
 QC0852'0.3 M (1.0 FT) EAST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM
 QC0852'POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1515 ***********************************************************************
 QE1515  DESIGNATION -  F 732
 QE1515  PID         -  QE1515
 QE1515  STATE/COUNTY-  OR/LANE
 QE1515  USGS QUAD   -  EUGENE EAST (1986)
 QE1515
 QE1515                         *CURRENT SURVEY CONTROL
 QE1515  ___________________________________________________________________
 QE1515* NAD 83(1986)-  44 03 07.     (N)    123 07 28.     (W)     SCALED    
 QE1515* NAVD 88     -       125.489  (meters)     411.71   (feet)  ADJUSTED  
 QE1515  ___________________________________________________________________
 QE1515  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 QE1515  DYNAMIC HT  -         125.472 (meters)     411.65  (feet)  COMP
 QE1515  MODELED GRAV-     980,479.9   (mgal)                       NAVD 88
 QE1515
 QE1515  VERT ORDER  -  FIRST     CLASS II
 QE1515
 QE1515.The horizontal coordinates were scaled from a topographic map and have
 QE1515.an estimated accuracy of +/- 6 seconds.
 QE1515
 QE1515.The orthometric height was determined by differential leveling
 QE1515.and adjusted in June 1991.
 QE1515
 QE1515.The geoid height was determined by GEOID03.
 QE1515
 QE1515.The dynamic height is computed by dividing the NAVD 88
 QE1515.geopotential number by the normal gravity value computed on the
 QE1515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1515.degrees latitude (g = 980.6199 gals.).
 QE1515
 QE1515.The modeled gravity was interpolated from observed gravity values.
 QE1515
 QE1515;                    North         East    Units  Estimated Accuracy
 QE1515;SPC OR S     -   268,270.    1,289,720.      MT  (+/- 180 meters Scaled)
 QE1515
 QE1515                          SUPERSEDED SURVEY CONTROL
 QE1515
 QE1515.No superseded survey control is available for this station.
 QE1515
 QE1515_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP900776(NAD 83)
 QE1515_MARKER: I = METAL ROD
 QE1515_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QE1515_SP_SET: STAINLESS STEEL ROD
 QE1515_STAMPING: F 732 1987
 QE1515_MARK LOGO: NGS   
 QE1515_PROJECTION: FLUSH
 QE1515_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QE1515+STABILITY: POSITION/ELEVATION WELL
 QE1515_ROD/PIPE-DEPTH: 6.7  meters
 QE1515
 QE1515  HISTORY     - Date     Condition        Report By
 QE1515  HISTORY     - 1987     MONUMENTED       NGS
 QE1515
 QE1515                          STATION DESCRIPTION
 QE1515
 QE1515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QE1515'6.9 KM (4.30 MI) SE FROM EUGENE.
 QE1515'6.9 KM (4.30 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 99 FROM ITS
 QE1515'JUNCTION WITH BELT LINE ROAD IN EUGENE, IN THE NORTH EDGE OF A
 QE1515'TRIANGULAR MEDIUM, 27.1 M (88.9 FT) NORTH OF THE CENTER OF A PAVED
 QE1515'ROAD, 8.9 M (29.2 FT) SOUTH OF THE CENTER OF THE SOUTHEASTBOUND LANES
 QE1515'OF THE HIGHWAY, AND 1.45 M (4.8 FT) EAST OF UTILITY POLE NUMBER
 QE1515'12686. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QE1515'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 QE1515'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1641 ***********************************************************************
 QE1641  DESIGNATION -  F 733
 QE1641  PID         -  QE1641
 QE1641  STATE/COUNTY-  OR/LANE
 QE1641  USGS QUAD   -  NIMROD (1989)
 QE1641
 QE1641                         *CURRENT SURVEY CONTROL
 QE1641  ___________________________________________________________________
 QE1641* NAD 83(1986)-  44 06 53.     (N)    122 26 54.     (W)     SCALED    
 QE1641* NAVD 88     -       280.402  (meters)     919.95   (feet)  ADJUSTED  
 QE1641  ___________________________________________________________________
 QE1641  GEOID HEIGHT-         -22.67  (meters)                     GEOID03
 QE1641  DYNAMIC HT  -         280.340 (meters)     919.75  (feet)  COMP
 QE1641  MODELED GRAV-     980,388.4   (mgal)                       NAVD 88
 QE1641
 QE1641  VERT ORDER  -  FIRST     CLASS II
 QE1641
 QE1641.The horizontal coordinates were scaled from a topographic map and have
 QE1641.an estimated accuracy of +/- 6 seconds.
 QE1641
 QE1641.The orthometric height was determined by differential leveling
 QE1641.and adjusted in June 1991.
 QE1641
 QE1641.The geoid height was determined by GEOID03.
 QE1641
 QE1641.The dynamic height is computed by dividing the NAVD 88
 QE1641.geopotential number by the normal gravity value computed on the
 QE1641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1641.degrees latitude (g = 980.6199 gals.).
 QE1641
 QE1641.The modeled gravity was interpolated from observed gravity values.
 QE1641
 QE1641;                    North         East    Units  Estimated Accuracy
 QE1641;SPC OR S     -   273,770.    1,344,040.      MT  (+/- 180 meters Scaled)
 QE1641
 QE1641                          SUPERSEDED SURVEY CONTROL
 QE1641
 QE1641.No superseded survey control is available for this station.
 QE1641
 QE1641_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP441847(NAD 83)
 QE1641_MARKER: DB = BENCH MARK DISK
 QE1641_SETTING: 66 = SET IN ROCK OUTCROP
 QE1641_SP_SET: BEDROCK
 QE1641_STAMPING: F 733 1987
 QE1641_MARK LOGO: NGS   
 QE1641_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QE1641+STABILITY: POSITION/ELEVATION WELL
 QE1641
 QE1641  HISTORY     - Date     Condition        Report By
 QE1641  HISTORY     - 1987     MONUMENTED       NGS
 QE1641
 QE1641                          STATION DESCRIPTION
 QE1641
 QE1641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QE1641'26.9 KM (16.70 MI) WEST FROM MCKENZIE BRIDGE.
 QE1641'26.9 KM (16.70 MI) WESTERLY ALONG STATE HIGHWAY 126 FROM ITS JUNCTION
 QE1641'WITH TAYLOR ROAD IN MCKENZIE BRIDGE, IN THE SOUTHWESTERN ONE THIRD OF
 QE1641'A 10 BY 400 FOOT EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 0.4 KM
 QE1641'(0.25 MI) SOUTHWEST OF SILVER CREEK PUBLIC BOAT RAMP, 36.9 M
 QE1641'(121.1 FT) NORTHEAST OF THE SOUTHWEST END OF THE BEDROCK, 21.4 M
 QE1641'(70.2 FT) NORTH-NORTHEAST OF THE NORTHEAST END OF A GUARDRAIL, AND 6.7
 QE1641'M (22.0 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 QE1641'THE MARK IS 0.5 METERS  NE FROM  A WITNESS POST
 QE1641'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1665 ***********************************************************************
 QE1665  DESIGNATION -  F 734
 QE1665  PID         -  QE1665
 QE1665  STATE/COUNTY-  OR/LANE
 QE1665  USGS QUAD   -  BELKNAP SPRINGS (1989)
 QE1665
 QE1665                         *CURRENT SURVEY CONTROL
 QE1665  ___________________________________________________________________
 QE1665* NAD 83(1986)-  44 14 22.     (N)    122 03 22.     (W)     SCALED    
 QE1665* NAVD 88     -       572.758  (meters)    1879.12   (feet)  ADJUSTED  
 QE1665  ___________________________________________________________________
 QE1665  GEOID HEIGHT-         -21.79  (meters)                     GEOID03
 QE1665  DYNAMIC HT  -         572.587 (meters)    1878.56  (feet)  COMP
 QE1665  MODELED GRAV-     980,303.4   (mgal)                       NAVD 88
 QE1665
 QE1665  VERT ORDER  -  FIRST     CLASS II
 QE1665
 QE1665.The horizontal coordinates were scaled from a topographic map and have
 QE1665.an estimated accuracy of +/- 6 seconds.
 QE1665
 QE1665.The orthometric height was determined by differential leveling
 QE1665.and adjusted in June 1991.
 QE1665
 QE1665.The geoid height was determined by GEOID03.
 QE1665
 QE1665.The dynamic height is computed by dividing the NAVD 88
 QE1665.geopotential number by the normal gravity value computed on the
 QE1665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1665.degrees latitude (g = 980.6199 gals.).
 QE1665
 QE1665.The modeled gravity was interpolated from observed gravity values.
 QE1665
 QE1665;                    North         East    Units  Estimated Accuracy
 QE1665;SPC OR S     -   286,970.    1,375,690.      MT  (+/- 180 meters Scaled)
 QE1665
 QE1665                          SUPERSEDED SURVEY CONTROL
 QE1665
 QE1665.No superseded survey control is available for this station.
 QE1665
 QE1665_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP753989(NAD 83)
 QE1665_MARKER: I = METAL ROD
 QE1665_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QE1665+WITH SETTING: INFORMATION.
 QE1665_SP_SET: SHALLOW-SET METAL ROD
 QE1665_STAMPING: F 734 1987
 QE1665_MARK LOGO: NGS   
 QE1665_PROJECTION: FLUSH
 QE1665_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE1665_ROD/PIPE-DEPTH: 2.3  meters
 QE1665
 QE1665  HISTORY     - Date     Condition        Report By
 QE1665  HISTORY     - 1987     MONUMENTED       NGS
 QE1665
 QE1665                          STATION DESCRIPTION
 QE1665
 QE1665'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QE1665'16.2 KM (10.05 MI) NE FROM MCKENZIE BRIDGE.
 QE1665'16.2 KM (10.05 MI) NORTHEASTERLY ALONG STATE HIGHWAY 126 FROM ITS
 QE1665'JUNCTION WITH TAYLOR ROAD IN MCKENZIE BRIDGE, 46.3 M (151.9 FT)
 QE1665'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 7.8 M (25.6 FT) NORTHEAST
 QE1665'OF THE CENTERLINE OF DEER CREEK ROAD, AND 2.6 M (8.5 FT) EAST OF THE
 QE1665'NORTHEAST LEG OF A FOREST SERVICE SIGN. NOTE--ACCESS TO DATUM POINT
 QE1665'IS HAD THROUGH A 5-INCH LOGO CAP.
 QE1665'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 QE1665'THE MARK IS 1.2 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1358 ***********************************************************************
 QD1358  CBN         -  This is a Cooperative Base Network Control Station.
 QD1358  DESIGNATION -  F 735
 QD1358  PID         -  QD1358
 QD1358  STATE/COUNTY-  OR/DESCHUTES
 QD1358  USGS QUAD   -  REDMOND (1975)
 QD1358
 QD1358                         *CURRENT SURVEY CONTROL
 QD1358  ___________________________________________________________________
 QD1358* NAD 83(2007)-  44 16 08.89209(N)    121 11 50.76130(W)     ADJUSTED  
 QD1358* NAVD 88     -       917.074  (meters)    3008.77   (feet)  ADJUSTED  
 QD1358  ___________________________________________________________________
 QD1358  EPOCH DATE  -        2007.00
 QD1358  X           -  -2,369,950.381 (meters)                     COMP
 QD1358  Y           -  -3,913,648.801 (meters)                     COMP
 QD1358  Z           -   4,430,180.038 (meters)                     COMP
 QD1358  LAPLACE CORR-           3.53  (seconds)                    DEFLEC99
 QD1358  ELLIP HEIGHT-         895.915 (meters)          (02/10/07) ADJUSTED
 QD1358  GEOID HEIGHT-         -21.18  (meters)                     GEOID03
 QD1358  DYNAMIC HT  -         916.770 (meters)    3007.77  (feet)  COMP
 QD1358
 QD1358  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 QD1358  Type    PID    Designation                      North   East  Ellip
 QD1358  -------------------------------------------------------------------
 QD1358  NETWORK QD1358 F 735                             0.22   0.18   1.12
 QD1358  -------------------------------------------------------------------
 QD1358  MODELED GRAV-     980,255.2   (mgal)                       NAVD 88
 QD1358
 QD1358  VERT ORDER  -  FIRST     CLASS II
 QD1358
 QD1358.The horizontal coordinates were established by GPS observations
 QD1358.and adjusted by the National Geodetic Survey in February 2007.
 QD1358
 QD1358.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 QD1358.See www.ngs.noaa.gov/NationalReadjustment for more information.
 QD1358.The horizontal coordinates are valid at the epoch date displayed above.
 QD1358.The epoch date for horizontal control is a decimal equivalence
 QD1358.of Year/Month/Day.
 QD1358
 QD1358.The orthometric height was determined by differential leveling
 QD1358.and adjusted in June 1991.
 QD1358
 QD1358.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QD1358
 QD1358.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1358
 QD1358.The ellipsoidal height was determined by GPS observations
 QD1358.and is referenced to NAD 83.
 QD1358
 QD1358.The geoid height was determined by GEOID03.
 QD1358
 QD1358.The dynamic height is computed by dividing the NAVD 88
 QD1358.geopotential number by the normal gravity value computed on the
 QD1358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1358.degrees latitude (g = 980.6199 gals.).
 QD1358
 QD1358.The modeled gravity was interpolated from observed gravity values.
 QD1358
 QD1358;                    North         East     Units Scale Factor Converg.
 QD1358;SPC OR S     -   289,341.790 1,444,311.195   MT  1.00007957   -0 28 37.7
 QD1358;SPC OR S     -   949,284.09  4,738,553.79   iFT  1.00007957   -0 28 37.7
 QD1358;UTM  10      - 4,903,345.906   643,864.910   MT  0.99985454   +1 15 30.5
 QD1358
 QD1358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1358!SPC OR S     -   0.99985954  x   1.00007957  =   0.99993910
 QD1358!UTM  10      -   0.99985954  x   0.99985454  =   0.99971410
 QD1358
 QD1358                          SUPERSEDED SURVEY CONTROL
 QD1358
 QD1358  NAD 83(1991)-  44 16 08.88996(N)    121 11 50.76082(W) AD(       ) B
 QD1358  NAD 83(1998)-  44 16 08.89097(N)    121 11 50.76195(W) AD(       ) B
 QD1358  ELLIP H (07/02/97)  895.932  (m)                       GP(       ) 3 1
 QD1358  NAVD 88 (07/02/97)  917.08   (m)         3008.8    (f) LEVELING    3  
 QD1358
 QD1358.Superseded values are not recommended for survey control.
 QD1358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1358.See file dsdata.txt to determine how the superseded data were derived.
 QD1358
 QD1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ4386503346(NAD 83)
 QD1358_MARKER: DV = VERTICAL CONTROL DISK
 QD1358_SETTING: 66 = SET IN ROCK OUTCROP
 QD1358_SP_SET: IN A DRILL HOLE IN BEDROCK
 QD1358_STAMPING: F 735 1987
 QD1358_MARK LOGO: NGS   
 QD1358_MAGNETIC: N = NO MAGNETIC MATERIAL
 QD1358_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QD1358+STABILITY: POSITION/ELEVATION WELL
 QD1358_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QD1358+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2000
 QD1358
 QD1358  HISTORY     - Date     Condition        Report By
 QD1358  HISTORY     - 1987     MONUMENTED       NGS
 QD1358  HISTORY     - 19880812 GOOD             NGS
 QD1358  HISTORY     - 19961116 GOOD             CHANCE
 QD1358  HISTORY     - 19980610 GOOD             NGS
 QD1358  HISTORY     - 20000216 GOOD             NGS
 QD1358  HISTORY     - 20081027 MARK NOT FOUND   INDIV
 QD1358
 QD1358                          STATION DESCRIPTION
 QD1358
 QD1358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QD1358'1.9 KM (1.20 MI) WEST FROM REDMOND.
 QD1358'1.9 KM (1.20 MI) WESTERLY ALONG STATE HIGHWAY 126 FROM ITS JUNCTION
 QD1358'WITH 6TH STREET IN REDMOND, SET IN THE WESTERN 1/3 OF AN EXPOSED AREA
 QD1358'OF BEDROCK IN A HIGHWAY CUT, 0.2 KM (0.10 MI) WEST OF SOUTHWEST 23RD
 QD1358'STREET, 32.0 M (105.0 FT) EAST OF UTILITY POLE NUMBER 175460, 10.2 M
 QD1358'(33.5 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 10.1 M (33.1 FT)
 QD1358'EAST OF THE WEST END OF THE BEDROCK, AND 6.3 M (20.7 FT) NORTH OF A
 QD1358'FENCE.
 QD1358'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 QD1358'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 QD1358
 QD1358                          STATION RECOVERY (1988)
 QD1358
 QD1358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QD1358'RECOVERED IN GOOD CONDITION.
 QD1358
 QD1358                          STATION RECOVERY (1996)
 QD1358
 QD1358'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 QD1358'RECOVERED AS DESCRIBED.  FENCE REFERENCED IN DESCRIPTION NO LONGER
 QD1358'EXISTS.  STATION IS 17.7 M (58.1 FT) SOUTHEAST OF THE NORTHEAST END OF
 QD1358'THE GUARDRAIL
 QD1358
 QD1358                          STATION RECOVERY (1998)
 QD1358
 QD1358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CLS)
 QD1358'THE STATION IS LOCATED IN THE WEST EDGE OF REDMOND, IN THE NORTH FACE
 QD1358'OF A LONG ROCK CUT ON THE SOUTH RIGHT-OF-WAY FOR STATE HIGHWAY 126.
 QD1358'OWNERSHIP--OREGON STATE DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 QD1358'STATION FROM THE JUNCTION OF U.S. HIGHWAY 97 SOUTHBOUND (6TH STREET)
 QD1358'AND STATE HIGHWAY 126 IN REDMOND, GO WEST ON HIGHWAY 126 FOR 1.77 KM
 QD1358'(1.10 MI) TO THE INTERSECTION OF SOUTHWEST 23RD STREET.  CONTINUE
 QD1358'AHEAD, WEST, ON HIGHWAY 126 FOR 0.16 KM (0.10 MI) TO THE STATION ON
 QD1358'THE LEFT.  THE STATION IS A STANDARD DISK CEMENTED INTO A DRILL HOLE
 QD1358'NEAR THE BASE AND IN THE WESTERN THIRD OF EXPOSED OUTCROP IN THE
 QD1358'HIGHWAY CUT.  IT IS 32.0 M (105.0 FT) EAST FROM UTILITY POLE NUMBER
 QD1358'175460, 17.7 M (58.1 FT) SOUTHEAST FROM THE NORTHEAST END OF A
 QD1358'GUARDRAIL, 10.2 M (33.5 FT) SOUTH FROM THE CENTER OF THE HIGHWAY, 10.1
 QD1358'M (33.1 FT) EAST FROM THE WEST END OF THE OUTCROP, 6.3 M (20.7 FT)
 QD1358'NORTH FROM A WOODEN FENCE, 0.3 M (1.0 FT) EAST FROM A WITNESS POST,
 QD1358'AND ABOUT 0.6 M (2.0 FT) ABOVE THE HIGHWAY.
 QD1358
 QD1358                          STATION RECOVERY (2000)
 QD1358
 QD1358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 QD1358'1.9 KM (1.20 MI) WESTERLY ALONG STATE HIGHWAY 126 FROM THE JUNCTION OF
 QD1358'U.S.  HIGHWAY 97 (ONE-WAY SOUTH 6TH STREET) IN REDMOND, SET IN THE
 QD1358'WESTERN 1/3 OF AN EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 0.25 KM
 QD1358'(0.15 MI) WEST OF SOUTHWEST 23RD STREET, 32.0 M (105.0 FT) EAST OF
 QD1358'UTILITY POLE NUMBER 175460, 10.2 M (33.5 FT) SOUTH OF THE HIGHWAY
 QD1358'CENTERLINE, 10.1 M (33.1 FT) EAST OF THE WEST END OF THE BEDROCK, 6.3
 QD1358'M (20.7 FT) NORTH OF A FENCE, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 QD1358'HIGHWAY, AND 0.3 M (1.0 FT) EAST OF A WITNESS POST.  NOTE--THIS IS A
 QD1358'FEDERAL BASE NETWORK CONTROL STATION.  THE MONUMENT IS ON STATE
 QD1358'HIGHWAY RIGHT-OF-WAY.
 QD1358
 QD1358                          STATION RECOVERY (2008)
 QD1358
 QD1358'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008
 QD1358'RECENT RECONSTRUCTION/WIDENING OF HIGHWAY 126 THROUGH REDMOND, OR
 QD1358'APPEARS TO HAVE DESTROYED THIS MARK.  WE COULD FIND NO TRACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1328 ***********************************************************************
 QD1328  DESIGNATION -  F 736
 QD1328  PID         -  QD1328
 QD1328  STATE/COUNTY-  OR/JEFFERSON
 QD1328  USGS QUAD   -  THREE FINGERED JACK (1988)
 QD1328
 QD1328                         *CURRENT SURVEY CONTROL
 QD1328  ___________________________________________________________________
 QD1328* NAD 83(1986)-  44 25 19.     (N)    121 45 16.     (W)     SCALED    
 QD1328* NAVD 88     -      1146.148  (meters)    3760.32   (feet)  ADJUSTED  
 QD1328  ___________________________________________________________________
 QD1328  GEOID HEIGHT-         -21.25  (meters)                     GEOID03
 QD1328  DYNAMIC HT  -        1145.725 (meters)    3758.93  (feet)  COMP
 QD1328  MODELED GRAV-     980,209.4   (mgal)                       NAVD 88
 QD1328
 QD1328  VERT ORDER  -  FIRST     CLASS II
 QD1328
 QD1328.The horizontal coordinates were scaled from a topographic map and have
 QD1328.an estimated accuracy of +/- 6 seconds.
 QD1328
 QD1328.The orthometric height was determined by differential leveling
 QD1328.and adjusted in June 1991.
 QD1328
 QD1328.The geoid height was determined by GEOID03.
 QD1328
 QD1328.The dynamic height is computed by dividing the NAVD 88
 QD1328.geopotential number by the normal gravity value computed on the
 QD1328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1328.degrees latitude (g = 980.6199 gals.).
 QD1328
 QD1328.The modeled gravity was interpolated from observed gravity values.
 QD1328
 QD1328;                    North         East    Units  Estimated Accuracy
 QD1328;SPC OR N     -    84,710.    2,400,110.      MT  (+/- 180 meters Scaled)
 QD1328
 QD1328                          SUPERSEDED SURVEY CONTROL
 QD1328
 QD1328.No superseded survey control is available for this station.
 QD1328
 QD1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ991194(NAD 83)
 QD1328_MARKER: DB = BENCH MARK DISK
 QD1328_SETTING: 66 = SET IN ROCK OUTCROP
 QD1328_SP_SET: BEDROCK
 QD1328_STAMPING: F 736 1987
 QD1328_MARK LOGO: NGS   
 QD1328_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QD1328+STABILITY: POSITION/ELEVATION WELL
 QD1328
 QD1328  HISTORY     - Date     Condition        Report By
 QD1328  HISTORY     - 1987     MONUMENTED       NGS
 QD1328
 QD1328                          STATION DESCRIPTION
 QD1328
 QD1328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QD1328'24.1 KM (15.00 MI) NW FROM SISTERS.
 QD1328'24.1 KM (15.00 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 20 FROM ITS
 QD1328'JUNCTION WITH FIR STREET IN SISTERS, SE VERTICALLY IN THE
 QD1328'SOUTHWESTERN 1/3 OF THE SOUTH-SOUTHEAST FACE OF AN EXPOSED AREA OF
 QD1328'BEDROCK IN A HIGHWAY CUT, 53.6 M (175.9 FT) SOUTHWEST OF THE
 QD1328'NORTHEAST END OF THE BEDROCK, AND 11.2 M (36.7 FT) NORTH-NORTHWEST OF
 QD1328'THE CENTERLINE OF THE HIGHWAY.
 QD1328'THE MARK IS 0.5 METERS  SW FROM  A WITNESS POST
 QD1328'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1620 ***********************************************************************
 QE1620  DESIGNATION -  F 737
 QE1620  PID         -  QE1620
 QE1620  STATE/COUNTY-  OR/LANE
 QE1620  USGS QUAD   -  EUGENE EAST (1986)
 QE1620
 QE1620                         *CURRENT SURVEY CONTROL
 QE1620  ___________________________________________________________________
 QE1620* NAD 83(1986)-  44 01 45.     (N)    123 01 47.     (W)     SCALED    
 QE1620* NAVD 88     -       163.869  (meters)     537.63   (feet)  ADJUSTED  
 QE1620  ___________________________________________________________________
 QE1620  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 QE1620  DYNAMIC HT  -         163.843 (meters)     537.54  (feet)  COMP
 QE1620  MODELED GRAV-     980,460.2   (mgal)                       NAVD 88
 QE1620
 QE1620  VERT ORDER  -  FIRST     CLASS II
 QE1620
 QE1620.The horizontal coordinates were scaled from a topographic map and have
 QE1620.an estimated accuracy of +/- 6 seconds.
 QE1620
 QE1620.The orthometric height was determined by differential leveling
 QE1620.and adjusted in June 1991.
 QE1620
 QE1620.The geoid height was determined by GEOID03.
 QE1620
 QE1620.The dynamic height is computed by dividing the NAVD 88
 QE1620.geopotential number by the normal gravity value computed on the
 QE1620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1620.degrees latitude (g = 980.6199 gals.).
 QE1620
 QE1620.The modeled gravity was interpolated from observed gravity values.
 QE1620
 QE1620;                    North         East    Units  Estimated Accuracy
 QE1620;SPC OR S     -   265,510.    1,297,230.      MT  (+/- 180 meters Scaled)
 QE1620
 QE1620                          SUPERSEDED SURVEY CONTROL
 QE1620
 QE1620.No superseded survey control is available for this station.
 QE1620
 QE1620_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP976751(NAD 83)
 QE1620_MARKER: DB = BENCH MARK DISK
 QE1620_SETTING: 66 = SET IN ROCK OUTCROP
 QE1620_SP_SET: BEDROCK
 QE1620_STAMPING: F 737 1987
 QE1620_MARK LOGO: NGS   
 QE1620_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QE1620+STABILITY: POSITION/ELEVATION WELL
 QE1620
 QE1620  HISTORY     - Date     Condition        Report By
 QE1620  HISTORY     - 1987     MONUMENTED       NGS
 QE1620
 QE1620                          STATION DESCRIPTION
 QE1620
 QE1620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QE1620'2.6 KM (1.60 MI) SOUTH FROM GLENWOOD.
 QE1620'2.6 KM (1.60 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 5 FROM THE
 QE1620'JUNCTION OF FRANKLIN BOULEVARD IN GRENWOOD, IN THE NORTHERN 1/3 OF A
 QE1620'5 BY 26 FOOT EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 13.5 M
 QE1620'(44.3 FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE
 QE1620'HIGHWAY, AND 0.5 M (1.6 FT) SOUTH OF THE NORTH END OF THE EXPOSED
 QE1620'BEDROCK.
 QE1620'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 QE1620'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0706 ***********************************************************************
 PC0706  DESIGNATION -  F 738
 PC0706  PID         -  PC0706
 PC0706  STATE/COUNTY-  OR/LANE
 PC0706  USGS QUAD   -  COTTAGE GROVE (1984)
 PC0706
 PC0706                         *CURRENT SURVEY CONTROL
 PC0706  ___________________________________________________________________
 PC0706* NAD 83(1986)-  43 47 49.     (N)    123 03 28.     (W)     SCALED    
 PC0706* NAVD 88     -       196.589  (meters)     644.98   (feet)  ADJUSTED  
 PC0706  ___________________________________________________________________
 PC0706  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 PC0706  DYNAMIC HT  -         196.552 (meters)     644.85  (feet)  COMP
 PC0706  MODELED GRAV-     980,426.5   (mgal)                       NAVD 88
 PC0706
 PC0706  VERT ORDER  -  FIRST     CLASS II
 PC0706
 PC0706.The horizontal coordinates were scaled from a topographic map and have
 PC0706.an estimated accuracy of +/- 6 seconds.
 PC0706
 PC0706.The orthometric height was determined by differential leveling
 PC0706.and adjusted in June 1991.
 PC0706
 PC0706.The geoid height was determined by GEOID03.
 PC0706
 PC0706.The dynamic height is computed by dividing the NAVD 88
 PC0706.geopotential number by the normal gravity value computed on the
 PC0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0706.degrees latitude (g = 980.6199 gals.).
 PC0706
 PC0706.The modeled gravity was interpolated from observed gravity values.
 PC0706
 PC0706;                    North         East    Units  Estimated Accuracy
 PC0706;SPC OR S     -   239,790.    1,294,190.      MT  (+/- 180 meters Scaled)
 PC0706
 PC0706                          SUPERSEDED SURVEY CONTROL
 PC0706
 PC0706.No superseded survey control is available for this station.
 PC0706
 PC0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP953493(NAD 83)
 PC0706_MARKER: I = METAL ROD
 PC0706_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PC0706_SP_SET: STAINLESS STEEL ROD
 PC0706_STAMPING: F 738 1987
 PC0706_MARK LOGO: NGS   
 PC0706_PROJECTION: FLUSH
 PC0706_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PC0706+STABILITY: POSITION/ELEVATION WELL
 PC0706_ROD/PIPE-DEPTH: 4.1  meters
 PC0706
 PC0706  HISTORY     - Date     Condition        Report By
 PC0706  HISTORY     - 1987     MONUMENTED       NGS
 PC0706  HISTORY     - 1988     GOOD             USPSQD
 PC0706
 PC0706                          STATION DESCRIPTION
 PC0706
 PC0706'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PC0706'IN COTTAGE GROVE.
 PC0706'IN COTTAGE GROVE, AT THE INTERSECTION OF THE SOUTHERN PACIFIC RAILROAD
 PC0706'AND MAIN STREET, 15.5 M (50.9 FT) NORTH OF THE CENTERLINE OF THE
 PC0706'WESTBOUND LANES OF THE STREET, 11.1 M (36.4 FT) WEST OF THE EXTENDED
 PC0706'CENTERLINE OF 10TH STREET, 2.8 M (9.2 FT) SOUTHEAST OF THE NEAR RAIL,
 PC0706'AND 1.3 M (4.3 FT) SOUTHWEST OF A UTILITY POLE. NOTE--ACCESS TO DATUM
 PC0706'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PC0706'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 PC0706'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 PC0706
 PC0706                          STATION RECOVERY (1988)
 PC0706
 PC0706'RECOVERY NOTE BY US POWER SQUADRON 1988 (AS)
 PC0706'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0730 ***********************************************************************
 PC0730  DESIGNATION -  F 739
 PC0730  PID         -  PC0730
 PC0730  STATE/COUNTY-  OR/DOUGLAS
 PC0730  USGS QUAD   -  DRAIN (1987)
 PC0730
 PC0730                         *CURRENT SURVEY CONTROL
 PC0730  ___________________________________________________________________
 PC0730* NAD 83(1986)-  43 41 44.     (N)    123 16 13.     (W)     SCALED    
 PC0730* NAVD 88     -       101.987  (meters)     334.60   (feet)  ADJUSTED  
 PC0730  ___________________________________________________________________
 PC0730  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 PC0730  DYNAMIC HT  -         101.972 (meters)     334.55  (feet)  COMP
 PC0730  MODELED GRAV-     980,473.9   (mgal)                       NAVD 88
 PC0730
 PC0730  VERT ORDER  -  FIRST     CLASS II
 PC0730
 PC0730.The horizontal coordinates were scaled from a topographic map and have
 PC0730.an estimated accuracy of +/- 6 seconds.
 PC0730
 PC0730.The orthometric height was determined by differential leveling
 PC0730.and adjusted in June 1991.
 PC0730
 PC0730.The geoid height was determined by GEOID03.
 PC0730
 PC0730.The dynamic height is computed by dividing the NAVD 88
 PC0730.geopotential number by the normal gravity value computed on the
 PC0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0730.degrees latitude (g = 980.6199 gals.).
 PC0730
 PC0730.The modeled gravity was interpolated from observed gravity values.
 PC0730
 PC0730;                    North         East    Units  Estimated Accuracy
 PC0730;SPC OR S     -   229,070.    1,276,730.      MT  (+/- 180 meters Scaled)
 PC0730
 PC0730                          SUPERSEDED SURVEY CONTROL
 PC0730
 PC0730.No superseded survey control is available for this station.
 PC0730
 PC0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP782380(NAD 83)
 PC0730_MARKER: DB = BENCH MARK DISK
 PC0730_SETTING: 66 = SET IN ROCK OUTCROP
 PC0730_SP_SET: BEDROCK
 PC0730_STAMPING: F 739 1987
 PC0730_MARK LOGO: NGS   
 PC0730_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PC0730+STABILITY: POSITION/ELEVATION WELL
 PC0730
 PC0730  HISTORY     - Date     Condition        Report By
 PC0730  HISTORY     - 1987     MONUMENTED       NGS
 PC0730  HISTORY     - 1988     GOOD             USPSQD
 PC0730  HISTORY     - 20020420 MARK NOT FOUND   USPSQD
 PC0730
 PC0730                          STATION DESCRIPTION
 PC0730
 PC0730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PC0730'5.7 KM (3.55 MI) NORTH FROM DRAIN.
 PC0730'5.7 KM (3.55 MI) NORTHERLY ALONG STATE HIGHWAY 99 FROM THE EAST
 PC0730'JUNCTION OF B STREET IN DRAIN, IN AN EXPOSED AREA OF BEDROCK IN A
 PC0730'HIGHWAY CUT, 17.3 M (56.8 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 PC0730'14.0 M (45.9 FT) WEST OF THE CENTERLINE OF MUMPOWER ROAD
 PC0730'(COUNTY ROAD 178 A), AND 6.0 M (19.7 FT) WEST OF THE EAST END OF THE
 PC0730'EXPOSED BEDROCK.
 PC0730'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 PC0730'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 PC0730
 PC0730                          STATION RECOVERY (1988)
 PC0730
 PC0730'RECOVERY NOTE BY US POWER SQUADRON 1988 (AS)
 PC0730'RECOVERED IN GOOD CONDITION.
 PC0730
 PC0730                          STATION RECOVERY (2002)
 PC0730
 PC0730'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 PC0730'MARK PROBABLY DESTROYED BY HIGHWAY WIDENING IN 1990.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0197 ***********************************************************************
 PB0197  DESIGNATION -  F 74
 PB0197  PID         -  PB0197
 PB0197  STATE/COUNTY-  OR/KLAMATH
 PB0197  USGS QUAD   -  MOFFITT BUTTE (1981)
 PB0197
 PB0197                         *CURRENT SURVEY CONTROL
 PB0197  ___________________________________________________________________
 PB0197* NAD 83(1986)-  43 34 57.     (N)    121 29 19.     (W)     SCALED    
 PB0197* NAVD 88     -      1302.149  (meters)    4272.13   (feet)  ADJUSTED  
 PB0197  ___________________________________________________________________
 PB0197  GEOID HEIGHT-         -21.01  (meters)                     GEOID03
 PB0197  DYNAMIC HT  -        1301.507 (meters)    4270.03  (feet)  COMP
 PB0197  MODELED GRAV-     980,081.3   (mgal)                       NAVD 88
 PB0197
 PB0197  VERT ORDER  -  SECOND    CLASS 0
 PB0197
 PB0197.The horizontal coordinates were scaled from a topographic map and have
 PB0197.an estimated accuracy of +/- 6 seconds.
 PB0197
 PB0197.The orthometric height was determined by differential leveling
 PB0197.and adjusted in June 1991.
 PB0197
 PB0197.The geoid height was determined by GEOID03.
 PB0197
 PB0197.The dynamic height is computed by dividing the NAVD 88
 PB0197.geopotential number by the normal gravity value computed on the
 PB0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0197.degrees latitude (g = 980.6199 gals.).
 PB0197
 PB0197.The modeled gravity was interpolated from observed gravity values.
 PB0197
 PB0197;                    North         East    Units  Estimated Accuracy
 PB0197;SPC OR S     -   213,290.    1,420,160.      MT  (+/- 180 meters Scaled)
 PB0197
 PB0197                          SUPERSEDED SURVEY CONTROL
 PB0197
 PB0197  NGVD 29 (??/??/92) 1300.905  (m)         4268.05   (f) ADJ UNCH    2 0
 PB0197
 PB0197.Superseded values are not recommended for survey control.
 PB0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0197.See file dsdata.txt to determine how the superseded data were derived.
 PB0197
 PB0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP220266(NAD 83)
 PB0197_MARKER: DB = BENCH MARK DISK
 PB0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0197_STAMPING: F-74 1931
 PB0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0197+STABILITY: SURFACE MOTION
 PB0197
 PB0197  HISTORY     - Date     Condition        Report By
 PB0197  HISTORY     - 1931     MONUMENTED       CGS
 PB0197
 PB0197                          STATION DESCRIPTION
 PB0197
 PB0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 PB0197'4.5 MI SE FROM CAL-DALLES AND FREMONT JCT.
 PB0197'4.5 MILES SOUTHEAST OF THE HIGHWAY JUNCTION 40 FEET SOUTH WEST OF THE
 PB0197'CENTERLINE OF THE FREMONT HIGHWAY, 0.2 MILES NORTH OF END OF OIL ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AI5794 ***********************************************************************
 AI5794  DESIGNATION -  F 741
 AI5794  PID         -  AI5794
 AI5794  STATE/COUNTY-  OR/WHEELER
 AI5794  USGS QUAD   -  KEYES MOUNTAIN (1988)
 AI5794
 AI5794                         *CURRENT SURVEY CONTROL
 AI5794  ___________________________________________________________________
 AI5794* NAD 83(1986)-  44 32 15.     (N)    120 00 31.     (W)     SCALED    
 AI5794* NAVD 88     -      1231.05   (meters)    4038.9    (feet)  RESET     
 AI5794  ___________________________________________________________________
 AI5794  GEOID HEIGHT-         -19.27  (meters)                     GEOID03
 AI5794  VERT ORDER  -  THIRD
 AI5794
 AI5794.The horizontal coordinates were scaled from a topographic map and have
 AI5794.an estimated accuracy of +/- 6 seconds.
 AI5794
 AI5794.The orthometric height was computed from unverified reset data.
 AI5794.No vertical observational check was made to the station.
 AI5794
 AI5794.The geoid height was determined by GEOID03.
 AI5794
 AI5794;                    North         East    Units  Estimated Accuracy
 AI5794;SPC OR N     -    96,890.    2,539,050.      MT  (+/- 180 meters Scaled)
 AI5794
 AI5794                          SUPERSEDED SURVEY CONTROL
 AI5794
 AI5794.No superseded survey control is available for this station.
 AI5794
 AI5794_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGQ376359(NAD 83)
 AI5794_MARKER: DD = SURVEY DISK
 AI5794_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AI5794+WITH SETTING: PAVEMENT
 AI5794_SP_SET: BRIDGE DECK
 AI5794_STAMPING: F 741 1999
 AI5794_MARK LOGO: ORDT  
 AI5794_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5794+STABILITY: SURFACE MOTION
 AI5794
 AI5794  HISTORY     - Date     Condition        Report By
 AI5794  HISTORY     - 1999     MONUMENTED       ORDT
 AI5794
 AI5794                          STATION DESCRIPTION
 AI5794
 AI5794'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1999 (DS)
 AI5794'9.45 MILES (15.21 KM) EASTERLY ALONG US HIGHWAY 26 FROM THE JUNCTION
 AI5794'OF STATE HIGHWAY 207 IN MITCHELL.  0.10 MILES (0.16 KM) SOUTHEAST OF
 AI5794'THE INTERSECTION OF A PAVED ROAD LEADING NORTH TO BALDY LOOKOUT, AT
 AI5794'THE NORTHEAST CORNER OF BRIDGE DECK IN A 0.890 X 1.225 CONCRETE BLOCK
 AI5794'SET IN CENTER FLUSH WITH TOP.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0675 ***********************************************************************
 PC0675  DESIGNATION -  F 741 X
 PC0675  PID         -  PC0675
 PC0675  STATE/COUNTY-  OR/DOUGLAS
 PC0675  USGS QUAD   -  TENMILE (1990)
 PC0675
 PC0675                         *CURRENT SURVEY CONTROL
 PC0675  ___________________________________________________________________
 PC0675* NAD 83(1986)-  43 05 39.     (N)    123 34 04.     (W)     SCALED    
 PC0675* NAVD 88     -       212.607  (meters)     697.53   (feet)  ADJUSTED  
 PC0675  ___________________________________________________________________
 PC0675  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 PC0675  DYNAMIC HT  -         212.555 (meters)     697.36  (feet)  COMP
 PC0675  MODELED GRAV-     980,372.0   (mgal)                       NAVD 88
 PC0675
 PC0675  VERT ORDER  -  FIRST     CLASS II
 PC0675
 PC0675.The horizontal coordinates were scaled from a topographic map and have
 PC0675.an estimated accuracy of +/- 6 seconds.
 PC0675
 PC0675.The orthometric height was determined by differential leveling
 PC0675.and adjusted in June 1991.
 PC0675
 PC0675.The geoid height was determined by GEOID03.
 PC0675
 PC0675.The dynamic height is computed by dividing the NAVD 88
 PC0675.geopotential number by the normal gravity value computed on the
 PC0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0675.degrees latitude (g = 980.6199 gals.).
 PC0675
 PC0675.The modeled gravity was interpolated from observed gravity values.
 PC0675
 PC0675;                    North         East    Units  Estimated Accuracy
 PC0675;SPC OR S     -   163,140.    1,250,320.      MT  (+/- 180 meters Scaled)
 PC0675
 PC0675                          SUPERSEDED SURVEY CONTROL
 PC0675
 PC0675.No superseded survey control is available for this station.
 PC0675
 PC0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN537714(NAD 83)
 PC0675_MARKER: I = METAL ROD
 PC0675_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PC0675_SP_SET: STAINLESS STEEL ROD
 PC0675_STAMPING: F 741 X 1987
 PC0675_MARK LOGO: NGS   
 PC0675_PROJECTION: FLUSH
 PC0675_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PC0675_ROD/PIPE-DEPTH: 7.6  meters
 PC0675
 PC0675  HISTORY     - Date     Condition        Report By
 PC0675  HISTORY     - 1987     MONUMENTED       NGS
 PC0675
 PC0675                          STATION DESCRIPTION
 PC0675
 PC0675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PC0675'14.8 KM (9.20 MI) WEST FROM WINSTON.
 PC0675'14.8 KM (9.20 MI) WESTERLY ALONG STATE HIGHWAY 42 FROM THE JUNCTION OF
 PC0675'STATE HIGHWAY 99 IN WINSTON, 28.0 M (91.9 FT) NORTHWEST OF THE
 PC0675'CENTERLINE OF THE HIGHWAY, AND 9.6 M (31.5 FT) NORTH OF THE
 PC0675'CENTERLINE OF COUNTY ROAD 5. NOTE--ACCESS TO DATUM POINT IS HAD
 PC0675'THROUGH A 5-INCH LOGO CAP.
 PC0675'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 PC0675'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0876 ***********************************************************************
 NZ0876  DESIGNATION -  F 743
 NZ0876  PID         -  NZ0876
 NZ0876  STATE/COUNTY-  OR/COOS
 NZ0876  USGS QUAD   -  BONE MOUNTAIN (1990)
 NZ0876
 NZ0876                         *CURRENT SURVEY CONTROL
 NZ0876  ___________________________________________________________________
 NZ0876* NAD 83(1986)-  42 57 43.     (N)    123 51 24.     (W)     SCALED    
 NZ0876* NAVD 88     -       115.276  (meters)     378.20   (feet)  ADJUSTED  
 NZ0876  ___________________________________________________________________
 NZ0876  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 NZ0876  DYNAMIC HT  -         115.248 (meters)     378.11  (feet)  COMP
 NZ0876  MODELED GRAV-     980,374.4   (mgal)                       NAVD 88
 NZ0876
 NZ0876  VERT ORDER  -  FIRST     CLASS II
 NZ0876
 NZ0876.The horizontal coordinates were scaled from a topographic map and have
 NZ0876.an estimated accuracy of +/- 6 seconds.
 NZ0876
 NZ0876.The orthometric height was determined by differential leveling
 NZ0876.and adjusted in June 1991.
 NZ0876
 NZ0876.The geoid height was determined by GEOID03.
 NZ0876
 NZ0876.The dynamic height is computed by dividing the NAVD 88
 NZ0876.geopotential number by the normal gravity value computed on the
 NZ0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0876.degrees latitude (g = 980.6199 gals.).
 NZ0876
 NZ0876.The modeled gravity was interpolated from observed gravity values.
 NZ0876
 NZ0876;                    North         East    Units  Estimated Accuracy
 NZ0876;SPC OR S     -   149,370.    1,226,230.      MT  (+/- 180 meters Scaled)
 NZ0876
 NZ0876                          SUPERSEDED SURVEY CONTROL
 NZ0876
 NZ0876.No superseded survey control is available for this station.
 NZ0876
 NZ0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN301569(NAD 83)
 NZ0876_MARKER: DB = BENCH MARK DISK
 NZ0876_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NZ0876_SP_SET: ABUTMENT
 NZ0876_STAMPING: F 743 1987
 NZ0876_MARK LOGO: NGS   
 NZ0876_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NZ0876
 NZ0876  HISTORY     - Date     Condition        Report By
 NZ0876  HISTORY     - 1987     MONUMENTED       NGS
 NZ0876
 NZ0876                          STATION DESCRIPTION
 NZ0876
 NZ0876'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 NZ0876'33.8 KM (21.00 MI) SE FROM MYRTLE POINT.
 NZ0876'33.8 KM (21.00 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 42 FROM THE
 NZ0876'JUNCTION OF SPRUCE STREET IN MYRTLE POINT, IN TOP OF AND 0.5 M
 NZ0876'(1.6 FT) NORTH OF THE SOUTH END OF THE WEST CONCRETE ABUTMENT OF A
 NZ0876'HIGHWAY BRIDGE SPANNING THE MIDDLE FORK OF THE COQUETTE RIVER, AND
 NZ0876'6.4 M (21.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 NZ0876'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1588 ***********************************************************************
 QE1588  DESIGNATION -  F 744
 QE1588  PID         -  QE1588
 QE1588  STATE/COUNTY-  OR/LANE
 QE1588  USGS QUAD   -  MERCER LAKE (1984)
 QE1588
 QE1588                         *CURRENT SURVEY CONTROL
 QE1588  ___________________________________________________________________
 QE1588* NAD 83(1986)-  44 06 10.     (N)    124 07 13.     (W)     SCALED    
 QE1588* NAVD 88     -        54.172  (meters)     177.73   (feet)  ADJUSTED  
 QE1588  ___________________________________________________________________
 QE1588  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 QE1588  DYNAMIC HT  -          54.168 (meters)     177.72  (feet)  COMP
 QE1588  MODELED GRAV-     980,546.5   (mgal)                       NAVD 88
 QE1588
 QE1588  VERT ORDER  -  FIRST     CLASS II
 QE1588
 QE1588.The horizontal coordinates were scaled from a topographic map and have
 QE1588.an estimated accuracy of +/- 6 seconds.
 QE1588
 QE1588.The orthometric height was determined by differential leveling
 QE1588.and adjusted in June 1991.
 QE1588
 QE1588.The geoid height was determined by GEOID03.
 QE1588
 QE1588.The dynamic height is computed by dividing the NAVD 88
 QE1588.geopotential number by the normal gravity value computed on the
 QE1588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1588.degrees latitude (g = 980.6199 gals.).
 QE1588
 QE1588.The modeled gravity was interpolated from observed gravity values.
 QE1588
 QE1588;                    North         East    Units  Estimated Accuracy
 QE1588;SPC OR S     -   276,890.    1,210,220.      MT  (+/- 180 meters Scaled)
 QE1588
 QE1588                          SUPERSEDED SURVEY CONTROL
 QE1588
 QE1588.No superseded survey control is available for this station.
 QE1588
 QE1588_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP103838(NAD 83)
 QE1588_MARKER: DB = BENCH MARK DISK
 QE1588_SETTING: 66 = SET IN ROCK OUTCROP
 QE1588_SP_SET: BEDROCK
 QE1588_STAMPING: F 744 1988
 QE1588_MARK LOGO: NGS   
 QE1588_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QE1588+STABILITY: POSITION/ELEVATION WELL
 QE1588
 QE1588  HISTORY     - Date     Condition        Report By
 QE1588  HISTORY     - 1988     MONUMENTED       NGS
 QE1588  HISTORY     - 19940906 GOOD             USPSQD
 QE1588
 QE1588                          STATION DESCRIPTION
 QE1588
 QE1588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 QE1588'15.0 KM (9.30 MI) NORTH FROM FLORENCE.
 QE1588'15.0 KM (9.30 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM ITS JUNCTION
 QE1588'WITH STATE HIGHWAY 126 IN FLORENCE, SET VERTICALLY IN THE SOUTHWEST
 QE1588'FACE OF AN EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 16.0 M (52.5 FT)
 QE1588'EAST OF THE CENTERLINE OF THE HIGHWAY, 10.5 M (34.4 FT) NORTH OF THE
 QE1588'CENTER OF A PAVED ROAD, AND 7.2 M (23.6 FT) WEST-NORTHWEST OF A SIGN
 QE1588'(SOUTHVIEW).
 QE1588'THE MARK IS 0.6 M ABOVE THE GROUND.
 QE1588
 QE1588                          STATION RECOVERY (1994)
 QE1588
 QE1588'RECOVERY NOTE BY US POWER SQUADRON 1994
 QE1588'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0828 ***********************************************************************
 OA0828  DESIGNATION -  F 745
 OA0828  PID         -  OA0828
 OA0828  STATE/COUNTY-  OR/CURRY
 OA0828  USGS QUAD   -  GOLD BEACH (1986)
 OA0828
 OA0828                         *CURRENT SURVEY CONTROL
 OA0828  ___________________________________________________________________
 OA0828* NAD 83(1986)-  42 27 35.     (N)    124 23 09.     (W)     SCALED    
 OA0828* NAVD 88     -        20.507  (meters)      67.28   (feet)  ADJUSTED  
 OA0828  ___________________________________________________________________
 OA0828  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 OA0828  DYNAMIC HT  -          20.501 (meters)      67.26  (feet)  COMP
 OA0828  MODELED GRAV-     980,347.2   (mgal)                       NAVD 88
 OA0828
 OA0828  VERT ORDER  -  FIRST     CLASS II
 OA0828
 OA0828.The horizontal coordinates were scaled from a topographic map and have
 OA0828.an estimated accuracy of +/- 6 seconds.
 OA0828
 OA0828.The orthometric height was determined by differential leveling
 OA0828.and adjusted in June 1991.
 OA0828
 OA0828.The geoid height was determined by GEOID03.
 OA0828
 OA0828.The dynamic height is computed by dividing the NAVD 88
 OA0828.geopotential number by the normal gravity value computed on the
 OA0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0828.degrees latitude (g = 980.6199 gals.).
 OA0828
 OA0828.The modeled gravity was interpolated from observed gravity values.
 OA0828
 OA0828;                    North         East    Units  Estimated Accuracy
 OA0828;SPC OR S     -    95,510.    1,180,510.      MT  (+/- 180 meters Scaled)
 OA0828
 OA0828                          SUPERSEDED SURVEY CONTROL
 OA0828
 OA0828.No superseded survey control is available for this station.
 OA0828
 OA0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN860017(NAD 83)
 OA0828_MARKER: I = METAL ROD
 OA0828_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OA0828_SP_SET: STAINLESS STEEL ROD
 OA0828_STAMPING: F 745 1988
 OA0828_MARK LOGO: NGS   
 OA0828_PROJECTION: FLUSH
 OA0828_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OA0828+STABILITY: POSITION/ELEVATION WELL
 OA0828_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OA0828+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2002
 OA0828_ROD/PIPE-DEPTH: 4.0  meters
 OA0828
 OA0828  HISTORY     - Date     Condition        Report By
 OA0828  HISTORY     - 1988     MONUMENTED       NGS
 OA0828  HISTORY     - 20021009 GOOD             USPSQD
 OA0828
 OA0828                          STATION DESCRIPTION
 OA0828
 OA0828'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 OA0828'6.4 KM (4.00 MI) NORTH FROM GOLD BEACH.
 OA0828'1.6 KM (1.00 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE COURTHOUSE
 OA0828'IN GOLD BEACH, THENCE 4.8 KM (3.00 MI) NORTHERLY ALONG COUNTY ROAD
 OA0828'540, 12.4 M (40.7 FT) SOUTH OF THE CENTER OF A DRIVEWAY LEADING TO
 OA0828'HOUSE NUMBER 95008, 7.8 M (25.6 FT) EAST OF THE CENTERLINE OF THE
 OA0828'ROAD, 1.0 M (3.3 FT) SOUTH OF A UTILITY POLE WITH A SECURITY LIGHT,
 OA0828'AND 0.3 M (1.0 FT) SOUTH OF THE EXTENDED CENTER OF MARCHMONT ROAD.
 OA0828'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OA0828'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 OA0828
 OA0828                          STATION RECOVERY (2002)
 OA0828
 OA0828'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 OA0828'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0854 ***********************************************************************
 OA0854  DESIGNATION -  F 746
 OA0854  PID         -  OA0854
 OA0854  STATE/COUNTY-  OR/CURRY
 OA0854  USGS QUAD   -  CARPENTERVILLE (1986)
 OA0854
 OA0854                         *CURRENT SURVEY CONTROL
 OA0854  ___________________________________________________________________
 OA0854* NAD 83(1986)-  42 13 57.     (N)    124 21 59.     (W)     SCALED    
 OA0854* NAVD 88     -       326.656  (meters)    1071.70   (feet)  ADJUSTED  
 OA0854  ___________________________________________________________________
 OA0854  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 OA0854  DYNAMIC HT  -         326.558 (meters)    1071.38  (feet)  COMP
 OA0854  MODELED GRAV-     980,311.5   (mgal)                       NAVD 88
 OA0854
 OA0854  VERT ORDER  -  FIRST     CLASS II
 OA0854
 OA0854.The horizontal coordinates were scaled from a topographic map and have
 OA0854.an estimated accuracy of +/- 6 seconds.
 OA0854
 OA0854.The orthometric height was determined by differential leveling
 OA0854.and adjusted in June 1991.
 OA0854
 OA0854.The geoid height was determined by GEOID03.
 OA0854
 OA0854.The dynamic height is computed by dividing the NAVD 88
 OA0854.geopotential number by the normal gravity value computed on the
 OA0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0854.degrees latitude (g = 980.6199 gals.).
 OA0854
 OA0854.The modeled gravity was interpolated from observed gravity values.
 OA0854
 OA0854;                    North         East    Units  Estimated Accuracy
 OA0854;SPC OR S     -    70,220.    1,180,940.      MT  (+/- 180 meters Scaled)
 OA0854
 OA0854                          SUPERSEDED SURVEY CONTROL
 OA0854
 OA0854.No superseded survey control is available for this station.
 OA0854
 OA0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCM872764(NAD 83)
 OA0854_MARKER: I = METAL ROD
 OA0854_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OA0854_SP_SET: STAINLESS STEEL ROD
 OA0854_STAMPING: F 746 1988
 OA0854_MARK LOGO: NGS   
 OA0854_PROJECTION: FLUSH
 OA0854_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OA0854_ROD/PIPE-DEPTH: 13.1 meters
 OA0854
 OA0854  HISTORY     - Date     Condition        Report By
 OA0854  HISTORY     - 1988     MONUMENTED       NGS
 OA0854
 OA0854                          STATION DESCRIPTION
 OA0854
 OA0854'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 OA0854'27.1 KM (16.85 MI) SOUTH FROM GOLD BEACH.
 OA0854'15.2 KM (9.45 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE COURTHOUSE
 OA0854'IN GOLD BEACH, THENCE 11.9 KM (7.40 MI) SOUTHERLY ALONG PISTOL RIVER
 OA0854'AND CARPENTERVILLE ROAD, AT THE SOUTH END OF A HIGHWAY PULLOUT, 0.2
 OA0854'KM (0.10 MI) NORTHWEST OF THE INTERSECTION OF A DIRT ROAD LEADING
 OA0854'WEST, AND 20.8 M (68.2 FT) WEST OF THE CENTERLINE OF THE ROAD.
 OA0854'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OA0854'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 OA0854'THE MARK IS 1.0 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0775 ***********************************************************************
 PC0775  DESIGNATION -  F 747
 PC0775  PID         -  PC0775
 PC0775  STATE/COUNTY-  OR/DOUGLAS
 PC0775  USGS QUAD   -  MYRTLE CREEK (1987)
 PC0775
 PC0775                         *CURRENT SURVEY CONTROL
 PC0775  ___________________________________________________________________
 PC0775* NAD 83(1986)-  43 04 47.     (N)    123 22 00.     (W)     SCALED    
 PC0775* NAVD 88     -       167.170  (meters)     548.46   (feet)  ADJUSTED  
 PC0775  ___________________________________________________________________
 PC0775  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 PC0775  DYNAMIC HT  -         167.130 (meters)     548.33  (feet)  COMP
 PC0775  MODELED GRAV-     980,373.3   (mgal)                       NAVD 88
 PC0775
 PC0775  VERT ORDER  -  FIRST     CLASS II
 PC0775
 PC0775.The horizontal coordinates were scaled from a topographic map and have
 PC0775.an estimated accuracy of +/- 6 seconds.
 PC0775
 PC0775.The orthometric height was determined by differential leveling
 PC0775.and adjusted in June 1991.
 PC0775
 PC0775.The geoid height was determined by GEOID03.
 PC0775
 PC0775.The dynamic height is computed by dividing the NAVD 88
 PC0775.geopotential number by the normal gravity value computed on the
 PC0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0775.degrees latitude (g = 980.6199 gals.).
 PC0775
 PC0775.The modeled gravity was interpolated from observed gravity values.
 PC0775
 PC0775;                    North         East    Units  Estimated Accuracy
 PC0775;SPC OR S     -   160,960.    1,266,620.      MT  (+/- 180 meters Scaled)
 PC0775
 PC0775                          SUPERSEDED SURVEY CONTROL
 PC0775
 PC0775.No superseded survey control is available for this station.
 PC0775
 PC0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN701697(NAD 83)
 PC0775_MARKER: DB = BENCH MARK DISK
 PC0775_SETTING: 66 = SET IN ROCK OUTCROP
 PC0775_SP_SET: BEDROCK
 PC0775_STAMPING: F 747 1987
 PC0775_MARK LOGO: NGS   
 PC0775_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PC0775+STABILITY: POSITION/ELEVATION WELL
 PC0775
 PC0775  HISTORY     - Date     Condition        Report By
 PC0775  HISTORY     - 1987     MONUMENTED       NGS
 PC0775
 PC0775                          STATION DESCRIPTION
 PC0775
 PC0775'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PC0775'9.4 KM (5.85 MI) NE FROM MYRTLE CREEK.
 PC0775'9.8 KM (6.10 MI) NORTHEASTERLY ALONG THE SOUTHERN PACIFIC RAILROAD
 PC0775'FROM ITS JUNCTION WITH STATE HIGHWAY 99 IN MYRTLE CREEK, OR 9.8 KM
 PC0775'(6.10 MI) SOUTHERLY ALONG COUNTY ROAD 387 FROM ITS JUNCTION WITH STATE
 PC0775'HIGHWAY 42 IN WINSTON, THENCE 0.3 KM (0.20 MI) EAST ALONG A PAVED
 PC0775'ROAD, NEAR THE NORTHEAST END OF A VERY LARGE AREA OF OUTCROPPING
 PC0775'BEDROCK ALONG THE EAST BANK OF THE SOUTH UMPQUA RIVER, 49.6 M
 PC0775'(162.7 FT) WEST OF THE NEAR RAIL, 17.6 M (57.7 FT) SOUTHWEST OF THE
 PC0775'SOUTHEAST CORNER OF A BRIDGE SPANNING THE RIVER, AND 10.1 M (33.1 FT)
 PC0775'SOUTH OF THE CENTER OF THE BRIDGE.
 PC0775'THE MARK IS 7.0 M BELOW THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0920 ***********************************************************************
 NZ0920  DESIGNATION -  F 748
 NZ0920  PID         -  NZ0920
 NZ0920  STATE/COUNTY-  OR/JOSEPHINE
 NZ0920  USGS QUAD   -  GLENDALE (1986)
 NZ0920
 NZ0920                         *CURRENT SURVEY CONTROL
 NZ0920  ___________________________________________________________________
 NZ0920* NAD 83(1986)-  42 40 13.     (N)    123 22 49.     (W)     SCALED    
 NZ0920* NAVD 88     -       514.793  (meters)    1688.95   (feet)  ADJUSTED  
 NZ0920  ___________________________________________________________________
 NZ0920  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 NZ0920  DYNAMIC HT  -         514.623 (meters)    1688.39  (feet)  COMP
 NZ0920  MODELED GRAV-     980,274.8   (mgal)                       NAVD 88
 NZ0920
 NZ0920  VERT ORDER  -  FIRST     CLASS II
 NZ0920
 NZ0920.The horizontal coordinates were scaled from a topographic map and have
 NZ0920.an estimated accuracy of +/- 6 seconds.
 NZ0920
 NZ0920.The orthometric height was determined by differential leveling
 NZ0920.and adjusted in June 1991.
 NZ0920
 NZ0920.The geoid height was determined by GEOID03.
 NZ0920
 NZ0920.The dynamic height is computed by dividing the NAVD 88
 NZ0920.geopotential number by the normal gravity value computed on the
 NZ0920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0920.degrees latitude (g = 980.6199 gals.).
 NZ0920
 NZ0920.The modeled gravity was interpolated from observed gravity values.
 NZ0920
 NZ0920;                    North         East    Units  Estimated Accuracy
 NZ0920;SPC OR S     -   115,540.    1,263,950.      MT  (+/- 180 meters Scaled)
 NZ0920
 NZ0920                          SUPERSEDED SURVEY CONTROL
 NZ0920
 NZ0920.No superseded survey control is available for this station.
 NZ0920
 NZ0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN688242(NAD 83)
 NZ0920_MARKER: DB = BENCH MARK DISK
 NZ0920_SETTING: 66 = SET IN ROCK OUTCROP
 NZ0920_SP_SET: BEDROCK
 NZ0920_STAMPING: F 748 1987
 NZ0920_MARK LOGO: NGS   
 NZ0920_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NZ0920+STABILITY: POSITION/ELEVATION WELL
 NZ0920
 NZ0920  HISTORY     - Date     Condition        Report By
 NZ0920  HISTORY     - 1987     MONUMENTED       NGS
 NZ0920
 NZ0920                          STATION DESCRIPTION
 NZ0920
 NZ0920'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 NZ0920'5.0 KM (3.10 MI) NORTH FROM SUNNY VALLEY.
 NZ0920'5.0 KM (3.10 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 5 FROM THE
 NZ0920'JUNCTION OF LARIAT DRIVE IN SUNNY VALLEY, IN A 6 BY 12 FOOT AREA OF
 NZ0920'OUTCROPPING BEDROCK ALONG THE NORTH END OF A TERRACE, 20.2 M
 NZ0920'(66.3 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 NZ0920'HIGHWAY, 15.4 M (50.5 FT) SOUTHEAST OF A STORM DRAIN, AND 3.2 M
 NZ0920'(10.5 FT) SOUTH OF THE CENTER OF A DITCH.
 NZ0920'THE MARK IS 1.0 METERS  S FROM  A WITNESS POST
 NZ0920'THE MARK IS 6.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0755 ***********************************************************************
 PC0755  DESIGNATION -  F 749
 PC0755  PID         -  PC0755
 PC0755  STATE/COUNTY-  OR/DOUGLAS
 PC0755  USGS QUAD   -  WINCHESTER (1987)
 PC0755
 PC0755                         *CURRENT SURVEY CONTROL
 PC0755  ___________________________________________________________________
 PC0755* NAD 83(1986)-  43 16 14.     (N)    123 21 16.     (W)     SCALED    
 PC0755* NAVD 88     -       151.094  (meters)     495.71   (feet)  ADJUSTED  
 PC0755  ___________________________________________________________________
 PC0755  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 PC0755  DYNAMIC HT  -         151.064 (meters)     495.62  (feet)  COMP
 PC0755  MODELED GRAV-     980,416.2   (mgal)                       NAVD 88
 PC0755
 PC0755  VERT ORDER  -  FIRST     CLASS II
 PC0755
 PC0755.The horizontal coordinates were scaled from a topographic map and have
 PC0755.an estimated accuracy of +/- 6 seconds.
 PC0755
 PC0755.The orthometric height was determined by differential leveling
 PC0755.and adjusted in June 1991.
 PC0755
 PC0755.The geoid height was determined by GEOID03.
 PC0755
 PC0755.The dynamic height is computed by dividing the NAVD 88
 PC0755.geopotential number by the normal gravity value computed on the
 PC0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0755.degrees latitude (g = 980.6199 gals.).
 PC0755
 PC0755.The modeled gravity was interpolated from observed gravity values.
 PC0755
 PC0755;                    North         East    Units  Estimated Accuracy
 PC0755;SPC OR S     -   182,110.    1,268,340.      MT  (+/- 180 meters Scaled)
 PC0755
 PC0755                          SUPERSEDED SURVEY CONTROL
 PC0755
 PC0755.No superseded survey control is available for this station.
 PC0755
 PC0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN712909(NAD 83)
 PC0755_MARKER: I = METAL ROD
 PC0755_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PC0755_SP_SET: STAINLESS STEEL ROD
 PC0755_STAMPING: F 749 1987
 PC0755_MARK LOGO: NGS   
 PC0755_PROJECTION: FLUSH
 PC0755_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PC0755+STABILITY: POSITION/ELEVATION WELL
 PC0755_ROD/PIPE-DEPTH: 7.0  meters
 PC0755
 PC0755  HISTORY     - Date     Condition        Report By
 PC0755  HISTORY     - 1987     MONUMENTED       NGS
 PC0755
 PC0755                          STATION DESCRIPTION
 PC0755
 PC0755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PC0755'4.6 KM (2.85 MI) NORTH FROM ROSEBURG.
 PC0755'4.6 KM (2.85 MI) NORTHERLY ALONG STATE HIGHWAY 99 FROM THE JUNCTION OF
 PC0755'ALAMEDA AVENUE IN ROSEBURG, 60.0 M (196.8 FT) WEST OF THE CENTERLINE
 PC0755'OF THE HIGHWAY, 18.0 M (59.1 FT) SOUTH OF THE CENTER OF A DRIVEWAY
 PC0755'LEADING NORTHEAST, 10.0 M (32.8 FT) SOUTHEAST OF THE CENTER OF A GATE
 PC0755'AND FIELD ENTRANCE, 8.4 M (27.6 FT) WEST OF THE NEAR RAIL OF THE
 PC0755'SOUTHERN PACIFIC RAILROAD, AND 3.3 M (10.8 FT) NORTHWEST OF A FENCE
 PC0755'CORNER AND UTILITY POLE NUMBER B20577 WITH 2 GUY WIRES. NOTE--ACCESS
 PC0755'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PC0755'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 PC0755'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0096 ***********************************************************************
 NZ0096  DESIGNATION -  F 75
 NZ0096  PID         -  NZ0096
 NZ0096  STATE/COUNTY-  OR/JACKSON
 NZ0096  USGS QUAD   -  PARKER MOUNTAIN (1988)
 NZ0096
 NZ0096                         *CURRENT SURVEY CONTROL
 NZ0096  ___________________________________________________________________
 NZ0096* NAD 83(1986)-  42 07 04.     (N)    122 22 01.     (W)     SCALED    
 NZ0096* NAVD 88     -      1027.736  (meters)    3371.83   (feet)  ADJUSTED  
 NZ0096  ___________________________________________________________________
 NZ0096  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 NZ0096  DYNAMIC HT  -        1027.158 (meters)    3369.93  (feet)  COMP
 NZ0096  MODELED GRAV-     980,024.3   (mgal)                       NAVD 88
 NZ0096
 NZ0096  VERT ORDER  -  SECOND    CLASS 0
 NZ0096
 NZ0096.The horizontal coordinates were scaled from a topographic map and have
 NZ0096.an estimated accuracy of +/- 6 seconds.
 NZ0096
 NZ0096.The orthometric height was determined by differential leveling
 NZ0096.and adjusted in June 1991.
 NZ0096
 NZ0096.The geoid height was determined by GEOID03.
 NZ0096
 NZ0096.The dynamic height is computed by dividing the NAVD 88
 NZ0096.geopotential number by the normal gravity value computed on the
 NZ0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0096.degrees latitude (g = 980.6199 gals.).
 NZ0096
 NZ0096.The modeled gravity was interpolated from observed gravity values.
 NZ0096
 NZ0096;                    North         East    Units  Estimated Accuracy
 NZ0096;SPC OR S     -    51,830.    1,345,610.      MT  (+/- 180 meters Scaled)
 NZ0096
 NZ0096                          SUPERSEDED SURVEY CONTROL
 NZ0096
 NZ0096  NGVD 29 (??/??/92) 1026.620  (m)         3368.17   (f) ADJ UNCH    2 0
 NZ0096
 NZ0096.Superseded values are not recommended for survey control.
 NZ0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0096.See file dsdata.txt to determine how the superseded data were derived.
 NZ0096
 NZ0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM523630(NAD 83)
 NZ0096_MARKER: DB = BENCH MARK DISK
 NZ0096_SETTING: 66 = SET IN ROCK OUTCROP
 NZ0096_SP_SET: ROCK LEDGE
 NZ0096_STAMPING: 3367.789 F 75 1931
 NZ0096_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NZ0096+STABILITY: POSITION/ELEVATION WELL
 NZ0096
 NZ0096  HISTORY     - Date     Condition        Report By
 NZ0096  HISTORY     - 1931     MONUMENTED       CGS
 NZ0096  HISTORY     - 19880415 MARK NOT FOUND   NGS
 NZ0096
 NZ0096                          STATION DESCRIPTION
 NZ0096
 NZ0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 NZ0096'IN PINEHURST.
 NZ0096'AT PINEHURST, JACKSON COUNTY, ON THE GREEN SPRINGS HIGHWAY (OREGON
 NZ0096'66), AT THE HOTEL, 102 FEET WEST OF THE EAST ENTRANCE, 48 FEET EAST OF
 NZ0096'THE WEST ENTRANCE, 17 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, IN
 NZ0096'A SMALL ROCK LEDGE IN THE FACE OF A ROCK HIGHWAY CUT, AND ABOUT 3-1/2
 NZ0096'FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED 3367.789 F 75
 NZ0096'1931.
 NZ0096
 NZ0096                          STATION RECOVERY (1988)
 NZ0096
 NZ0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 NZ0096'THERE HAS BEEN HIGHWAY CONSTRUCTION AND DITCHING AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0725 ***********************************************************************
 OA0725  DESIGNATION -  F 750
 OA0725  PID         -  OA0725
 OA0725  STATE/COUNTY-  OR/COOS
 OA0725  USGS QUAD   -  BRIDGE (1971)
 OA0725
 OA0725                         *CURRENT SURVEY CONTROL
 OA0725  ___________________________________________________________________
 OA0725* NAD 83(1986)-  43 01 55.     (N)    124 06 46.     (W)     SCALED    
 OA0725* NAVD 88     -        21.987  (meters)      72.14   (feet)  ADJUSTED  
 OA0725  ___________________________________________________________________
 OA0725  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 OA0725  DYNAMIC HT  -          21.984 (meters)      72.13  (feet)  COMP
 OA0725  MODELED GRAV-     980,453.7   (mgal)                       NAVD 88
 OA0725
 OA0725  VERT ORDER  -  FIRST     CLASS II
 OA0725
 OA0725.The horizontal coordinates were scaled from a topographic map and have
 OA0725.an estimated accuracy of +/- 6 seconds.
 OA0725
 OA0725.The orthometric height was determined by differential leveling
 OA0725.and adjusted in June 1991.
 OA0725
 OA0725.The geoid height was determined by GEOID03.
 OA0725
 OA0725.The dynamic height is computed by dividing the NAVD 88
 OA0725.geopotential number by the normal gravity value computed on the
 OA0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0725.degrees latitude (g = 980.6199 gals.).
 OA0725
 OA0725.The modeled gravity was interpolated from observed gravity values.
 OA0725
 OA0725;                    North         East    Units  Estimated Accuracy
 OA0725;SPC OR S     -   158,010.    1,205,690.      MT  (+/- 180 meters Scaled)
 OA0725
 OA0725                          SUPERSEDED SURVEY CONTROL
 OA0725
 OA0725.No superseded survey control is available for this station.
 OA0725
 OA0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN093649(NAD 83)
 OA0725_MARKER: I = METAL ROD
 OA0725_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OA0725_SP_SET: STAINLESS STEEL ROD
 OA0725_STAMPING: F 750 1987
 OA0725_MARK LOGO: NGS   
 OA0725_PROJECTION: FLUSH
 OA0725_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OA0725_ROD/PIPE-DEPTH: 10.7 meters
 OA0725
 OA0725  HISTORY     - Date     Condition        Report By
 OA0725  HISTORY     - 1987     MONUMENTED       NGS
 OA0725
 OA0725                          STATION DESCRIPTION
 OA0725
 OA0725'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 OA0725'4.6 KM (2.85 MI) SE FROM MYRTLE POINT.
 OA0725'4.6 KM (2.85 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 42 FROM THE
 OA0725'JUNCTION OF SPRUCE STREET IN MYRTLE POINT, 25.9 M (85.0 FT) WEST OF
 OA0725'THE SOUTHWEST CORNER OF A HIGHWAY BRIDGE, 14.7 M (48.2 FT) SOUTH OF
 OA0725'THE CENTERLINE OF THE HIGHWAY, 12.5 M (41.0 FT) EAST OF THE CENTER OF
 OA0725'A ROAD LEADING SOUTHWEST, AND 5.6 M (18.4 FT) SOUTHWEST OF THE WEST
 OA0725'END OF A GUARDRAIL. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 OA0725'5-INCH LOGO CAP.
 OA0725'THE MARK IS 0.2 METERS  N FROM  A WITNESS POST
 OA0725'THE MARK IS 1.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0617 ***********************************************************************
 OA0617  CBN         -  This is a Cooperative Base Network Control Station.
 OA0617  DESIGNATION -  F 751
 OA0617  PID         -  OA0617
 OA0617  STATE/COUNTY-  OR/COOS
 OA0617  USGS QUAD   -  COOS BAY (1975)
 OA0617
 OA0617                         *CURRENT SURVEY CONTROL
 OA0617  ___________________________________________________________________
 OA0617* NAD 83(2007)-  43 20 22.86633(N)    124 11 56.59731(W)     ADJUSTED  
 OA0617* NAVD 88     -         5.300  (meters)      17.39   (feet)  ADJUSTED  
 OA0617  ___________________________________________________________________
 OA0617  EPOCH DATE  -        2007.00
 OA0617  X           -  -2,611,443.381 (meters)                     COMP
 OA0617  Y           -  -3,842,758.604 (meters)                     COMP
 OA0617  Z           -   4,355,011.011 (meters)                     COMP
 OA0617  LAPLACE CORR-          14.12  (seconds)                    DEFLEC99
 OA0617  ELLIP HEIGHT-         -20.221 (meters)          (02/10/07) ADJUSTED
 OA0617  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 OA0617  DYNAMIC HT  -           5.299 (meters)      17.39  (feet)  COMP
 OA0617
 OA0617  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 OA0617  Type    PID    Designation                      North   East  Ellip
 OA0617  -------------------------------------------------------------------
 OA0617  NETWORK OA0617 F 751                             0.73   0.55   1.59
 OA0617  -------------------------------------------------------------------
 OA0617  MODELED GRAV-     980,479.0   (mgal)                       NAVD 88
 OA0617
 OA0617  VERT ORDER  -  FIRST     CLASS II
 OA0617
 OA0617.The horizontal coordinates were established by GPS observations
 OA0617.and adjusted by the National Geodetic Survey in February 2007.
 OA0617
 OA0617.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 OA0617.See www.ngs.noaa.gov/NationalReadjustment for more information.
 OA0617.The horizontal coordinates are valid at the epoch date displayed above.
 OA0617.The epoch date for horizontal control is a decimal equivalence
 OA0617.of Year/Month/Day.
 OA0617
 OA0617.The orthometric height was determined by differential leveling
 OA0617.and adjusted in June 1991.
 OA0617
 OA0617.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OA0617
 OA0617.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA0617
 OA0617.The ellipsoidal height was determined by GPS observations
 OA0617.and is referenced to NAD 83.
 OA0617
 OA0617.The geoid height was determined by GEOID03.
 OA0617
 OA0617.The dynamic height is computed by dividing the NAVD 88
 OA0617.geopotential number by the normal gravity value computed on the
 OA0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0617.degrees latitude (g = 980.6199 gals.).
 OA0617
 OA0617.The modeled gravity was interpolated from observed gravity values.
 OA0617
 OA0617;                    North         East     Units Scale Factor Converg.
 OA0617;SPC OR S     -   192,466.060 1,200,170.155   MT  0.99989905   -2 31 50.5
 OA0617;SPC OR S     -   631,450.33  3,937,566.13   iFT  0.99989905   -2 31 50.5
 OA0617;UTM  10      - 4,799,235.417   402,806.699   MT  0.99971620   -0 49 22.8
 OA0617
 OA0617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA0617!SPC OR S     -   1.00000317  x   0.99989905  =   0.99990222
 OA0617!UTM  10      -   1.00000317  x   0.99971620  =   0.99971937
 OA0617
 OA0617                          SUPERSEDED SURVEY CONTROL
 OA0617
 OA0617  NAD 83(1998)-  43 20 22.86330(N)    124 11 56.59829(W) AD(       ) A
 OA0617  ELLIP H (04/24/00)  -20.219  (m)                       GP(       ) 3 1
 OA0617  NAD 83(1991)-  43 20 22.86084(N)    124 11 56.59890(W) AD(       ) B
 OA0617  ELLIP H (10/13/99)  -20.086  (m)                       GP(       ) 3 1
 OA0617  NAVD 88 (10/13/99)    5.30   (m)           17.4    (f) LEVELING    3  
 OA0617
 OA0617.Superseded values are not recommended for survey control.
 OA0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0617.See file dsdata.txt to determine how the superseded data were derived.
 OA0617
 OA0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN0280799235(NAD 83)
 OA0617_MARKER: I = METAL ROD
 OA0617_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OA0617_SP_SET: STAINLESS STEEL ROD
 OA0617_STAMPING: F 751 1987
 OA0617_MARK LOGO: NGS   
 OA0617_PROJECTION: FLUSH
 OA0617_MAGNETIC: I = MARKER IS A STEEL ROD
 OA0617_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OA0617_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OA0617+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2005
 OA0617_ROD/PIPE-DEPTH: 8.3  meters
 OA0617
 OA0617  HISTORY     - Date     Condition        Report By
 OA0617  HISTORY     - 1987     MONUMENTED       NGS
 OA0617  HISTORY     - 1988     GOOD             USPSQD
 OA0617  HISTORY     - 19940629 GOOD             USPSQD
 OA0617  HISTORY     - 19981214 GOOD             OR-011
 OA0617  HISTORY     - 20050419 GOOD             OR-011
 OA0617
 OA0617                          STATION DESCRIPTION
 OA0617
 OA0617'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 OA0617'4.1 KM (2.55 MI) SOUTH FROM COOS BAY.
 OA0617'4.1 KM (2.55 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM ITS JUNCTION
 OA0617'WITH COMMERCIAL AVENUE IN COOS BAY, 35.7 M (117.1 FT) SOUTHWEST OF
 OA0617'THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, 9.8 M
 OA0617'(32.2 FT) SOUTHWEST OF THE CENTERLINE OF A FRONTAGE ROAD, 8.6 M
 OA0617'(28.2 FT) NORTH-NORTHWEST OF THE CENTER OF A DRIVEWAY LEADING INTO THE
 OA0617'SUNSET MEMORIAL PARK CEMETERY, AND 1.1 M (3.6 FT) NORTH-NORTHWEST OF
 OA0617'UTILITY POLE NUMBER 010102. NOTE--ACCESS TO DATUM POINT IS HAD
 OA0617'THROUGH A 5-INCH LOGO CAP.
 OA0617'THE MARK IS 0.3 METERS  ENE FROM  A WITNESS POST
 OA0617'THE MARK IS 0.6 M ABOVE THE FRONTAGE ROAD.
 OA0617
 OA0617                          STATION RECOVERY (1988)
 OA0617
 OA0617'RECOVERY NOTE BY US POWER SQUADRON 1988 (AS)
 OA0617'RECOVERED IN GOOD CONDITION.
 OA0617
 OA0617                          STATION RECOVERY (1994)
 OA0617
 OA0617'RECOVERY NOTE BY US POWER SQUADRON 1994
 OA0617'RECOVERED IN GOOD CONDITION.
 OA0617
 OA0617                          STATION RECOVERY (1998)
 OA0617
 OA0617'RECOVERY NOTE BY COOS COUNTY OREGON 1998 (BSA)
 OA0617'THE STATION IS LOCATED IN THE SOUTHEAST EDGE OF COOS BAY, IN THE NORTH
 OA0617'EDGE OF MILLINGTON, IN THE NORTHWEST QUADRANT OF A HIGHWAY FRONTAGE
 OA0617'ROAD ON THE WEST SIDE OF U.S. HIGHWAY 101 AND A DRIVE LEADING WEST
 OA0617'INTO THE SUNSET MEMORIAL PARK CEMETERY.  OWNERSHIP--OREGON STATE
 OA0617'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 OA0617'OF U.S. HIGHWAY 101 SOUTHBOUND AND COMMERCIAL STREET IN CENTRAL COOS
 OA0617'BAY, GO SOUTH ON HIGHWAY 101 FOR 4.1 KM (2.55 MI) TO THE STATION ON
 OA0617'THE RIGHT.  THE STATION IS A PUNCH MARK ON THE TOP CENTER OF A
 OA0617'STAINLESS ROD DRIVEN TO REFUSAL ENCASED IN A 15 CM PVC PIPE WITH NGS
 OA0617'LOGO CAP SURROUNDED BY CONCRETE FLUSH WITH THE GROUND.  IT IS 35.7 M
 OA0617'(117.1 FT) SOUTHWEST FROM THE CENTER OF HIGHWAY 101, 9.8 M (32.2 FT)
 OA0617'SOUTHWEST FROM THE CENTER OF THE FRONTAGE ROAD, 8.6 M (28.2 FT)
 OA0617'NORTH-NORTHWEST FROM THE CENTER OF THE DRIVE LEADING INTO THE
 OA0617'CEMETERY, 1.1 M (3.6 FT) NORTH-NORTHWEST FROM UTILITY POLE NUMBER
 OA0617'010102, 0.8 M (2.6 FT) NORTH FROM A WITNESS POST, AND 0.6 M (2.0 FT)
 OA0617'ABOVE THE FRONTAGE ROAD.
 OA0617
 OA0617                          STATION RECOVERY (2005)
 OA0617
 OA0617'RECOVERY NOTE BY COOS COUNTY OREGON 2005 (BH)
 OA0617'RECOVERED AS DESCRIBED.
 OA0617' 
 OA0617'STATION IS NORTH 2.7M (8.8 FT) FROM THE NORTHWEST CORNER OF A NEW
 OA0617'SIDEWALK.  THE ORANGE CARSONITE WITNESS POST IS ATTACHED TO A POWER
 OA0617'POLE ALONG WITH TWO WHITE CARSONITE POSTS NUMBERS 60360 AND 60362.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1542 ***********************************************************************
 QD1542  DESIGNATION -  F 752
 QD1542  PID         -  QD1542
 QD1542  STATE/COUNTY-  OR/DESCHUTES
 QD1542  USGS QUAD   -  REDMOND (1975)
 QD1542
 QD1542                         *CURRENT SURVEY CONTROL
 QD1542  ___________________________________________________________________
 QD1542* NAD 83(1986)-  44 15 32.     (N)    121 09 13.     (W)     SCALED    
 QD1542* NAVD 88     -       933.294  (meters)    3061.98   (feet)  ADJUSTED  
 QD1542  ___________________________________________________________________
 QD1542  GEOID HEIGHT-         -21.10  (meters)                     GEOID03
 QD1542  DYNAMIC HT  -         932.978 (meters)    3060.95  (feet)  COMP
 QD1542  MODELED GRAV-     980,247.7   (mgal)                       NAVD 88
 QD1542
 QD1542  VERT ORDER  -  FIRST     CLASS II
 QD1542
 QD1542.This mark is at Roberts Field Airport (RDM)
 QD1542
 QD1542.The horizontal coordinates were scaled from a topographic map and have
 QD1542.an estimated accuracy of +/- 6 seconds.
 QD1542
 QD1542.The orthometric height was determined by differential leveling
 QD1542.and adjusted in June 1991.
 QD1542
 QD1542.The geoid height was determined by GEOID03.
 QD1542
 QD1542.The dynamic height is computed by dividing the NAVD 88
 QD1542.geopotential number by the normal gravity value computed on the
 QD1542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1542.degrees latitude (g = 980.6199 gals.).
 QD1542
 QD1542.The modeled gravity was interpolated from observed gravity values.
 QD1542
 QD1542;                    North         East    Units  Estimated Accuracy
 QD1542;SPC OR S     -   288,180.    1,447,800.      MT  (+/- 180 meters Scaled)
 QD1542
 QD1542                          SUPERSEDED SURVEY CONTROL
 QD1542
 QD1542.No superseded survey control is available for this station.
 QD1542
 QD1542_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ473022(NAD 83)
 QD1542_MARKER: DV = VERTICAL CONTROL DISK
 QD1542_SETTING: 66 = SET IN ROCK OUTCROP
 QD1542_SP_SET: IN A DRILL HOLE IN BEDROCK
 QD1542_STAMPING: F 752 1988
 QD1542_MARK LOGO: NGS   
 QD1542_MAGNETIC: N = NO MAGNETIC MATERIAL
 QD1542_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QD1542+STABILITY: POSITION/ELEVATION WELL
 QD1542_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QD1542+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2000
 QD1542
 QD1542  HISTORY     - Date     Condition        Report By
 QD1542  HISTORY     - 1988     MONUMENTED       NGS
 QD1542  HISTORY     - 20000216 GOOD             NGS
 QD1542
 QD1542                          STATION DESCRIPTION
 QD1542
 QD1542'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 QD1542'0.8 KM (0.50 MI) SOUTHERLY ALONG U.S. HIGHWAY 97 FROM THE JUNCTION OF
 QD1542'STATE HIGHWAY 126 IN REDMOND, THENCE 1.0 KM (0.60 MI) EASTERLY ALONG
 QD1542'SISTERS AVENUE, THENCE 1.1 KM (0.70 MI) EASTERLY ALONG A PAVED ROAD,
 QD1542'IN A LARGE AREA OF OUTCROPPING BEDROCK, 83.2 M (273.0 FT) NORTHEAST
 QD1542'OF THE CENTER OF A GATE AT THE EAST END OF ROBERTS FIELD CONTROL
 QD1542'TOWER, 55.2 M (181.1 FT) NORTHEAST OF THE SOUTHEAST CORNER OF THE
 QD1542'AIRPORT FIRE STATION, 55.5 M (182.1 FT) NORTH-NORTHEAST OF THE
 QD1542'NORTHEAST CORNER OF A CONCRETE PARKING AREA, 0.6 M (2.0 FT) EAST OF A
 QD1542'WITNESS POST, AND 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE PARKING AREA.
 QD1542
 QD1542                          STATION RECOVERY (2000)
 QD1542
 QD1542'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 QD1542'1.7 KM (1.05 MI) EASTERLY ALONG STATE HIGHWAY 126 FROM THE MOST
 QD1542'NORTHERLY OF 2 JUNCTIONS OF U.S.  HIGHWAY 97 IN REDMOND, THENCE 0.8 KM
 QD1542'(0.50 MI) SOUTHERLY ALONG SOUTHEAST 10TH AVENUE TO AN AIRPORT ENTRANCE
 QD1542'GATE NEAR BUTLER AVIATION, THENCE 0.1 KM (0.05 MI) EASTERLY ALONG A
 QD1542'CONCRETE APRON, NEAR THE CENTER OF A 328.1 FOOT (100.0 M) AREA OF
 QD1542'OUTCROPPING BEDROCK ON A LOWER STEP, 55.5 M (182.1 FT) NORTH OF THE
 QD1542'NORTHEAST CORNER OF THE APRON, 49.9 M (163.7 FT) EAST-NORTHEAST OF THE
 QD1542'NORTHEAST CORNER OF THE OLD FIRE HALL, 11.9 M (39.0 FT) NORTH OF THE
 QD1542'NORTHEAST CORNER OF A HANGAR, 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE
 QD1542'APRON, 0.6 M (2.0 FT) SOUTH OF THE SOUTH FACE OF THE UPPER STEP OF THE
 QD1542'OUTCROP, AND 0.6 M (2.0 FT) EAST OF A WITNESS POST.  NOTE--THE
 QD1542'MONUMENT IS ON PROPERTY OWNED BY THE CITY OF REDMOND, ROBERTS
 QD1542'FIELD-REDMOND MUNICIPAL AIRPORT, CAROLYN NOVICK MANAGER, P.O.  BOX
 QD1542'726, REDMOND, OR 97756-0100, PHONE NUMBER (541) 548-3496.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1470 ***********************************************************************
 QD1470  DESIGNATION -  F 753
 QD1470  PID         -  QD1470
 QD1470  STATE/COUNTY-  OR/CROOK
 QD1470  USGS QUAD   -  CADLE BUTTE (1992)
 QD1470
 QD1470                         *CURRENT SURVEY CONTROL
 QD1470  ___________________________________________________________________
 QD1470* NAD 83(1986)-  44 20 45.     (N)    120 32 48.     (W)     SCALED    
 QD1470* NAVD 88     -      1056.444  (meters)    3466.02   (feet)  ADJUSTED  
 QD1470  ___________________________________________________________________
 QD1470  GEOID HEIGHT-         -19.76  (meters)                     GEOID03
 QD1470  DYNAMIC HT  -        1056.067 (meters)    3464.78  (feet)  COMP
 QD1470  MODELED GRAV-     980,225.2   (mgal)                       NAVD 88
 QD1470
 QD1470  VERT ORDER  -  FIRST     CLASS II
 QD1470
 QD1470.The horizontal coordinates were scaled from a topographic map and have
 QD1470.an estimated accuracy of +/- 6 seconds.
 QD1470
 QD1470.The orthometric height was determined by differential leveling
 QD1470.and adjusted in June 1991.
 QD1470
 QD1470.The geoid height was determined by GEOID03.
 QD1470
 QD1470.The dynamic height is computed by dividing the NAVD 88
 QD1470.geopotential number by the normal gravity value computed on the
 QD1470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1470.degrees latitude (g = 980.6199 gals.).
 QD1470
 QD1470.The modeled gravity was interpolated from observed gravity values.
 QD1470
 QD1470;                    North         East    Units  Estimated Accuracy
 QD1470;SPC OR S     -   297,630.    1,496,280.      MT  (+/- 180 meters Scaled)
 QD1470
 QD1470                          SUPERSEDED SURVEY CONTROL
 QD1470
 QD1470.No superseded survey control is available for this station.
 QD1470
 QD1470_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ955132(NAD 83)
 QD1470_MARKER: I = METAL ROD
 QD1470_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QD1470_SP_SET: STAINLESS STEEL ROD
 QD1470_STAMPING: F 753 1988
 QD1470_MARK LOGO: NGS   
 QD1470_PROJECTION: FLUSH
 QD1470_MAGNETIC: I = MARKER IS A STEEL ROD
 QD1470_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QD1470+STABILITY: POSITION/ELEVATION WELL
 QD1470_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QD1470+SATELLITE: SATELLITE OBSERVATIONS - 1988
 QD1470_ROD/PIPE-DEPTH: 7.7  meters
 QD1470
 QD1470  HISTORY     - Date     Condition        Report By
 QD1470  HISTORY     - 1988     MONUMENTED       NGS
 QD1470
 QD1470                          STATION DESCRIPTION
 QD1470
 QD1470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 QD1470'25.8 KM (16.05 MI) EASTERLY ALONG U.S. HIGHWAY 26 FROM THE COURTHOUSE
 QD1470'IN PRINEVILLE, THENCE 1.4 KM (0.85 MI) NORTHEASTERLY ALONG A PAVED
 QD1470'ROAD, 12.2 M (40.0 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE ROAD,
 QD1470'5.9 M (19.4 FT) EAST-NORTHEAST OF THE CENTER OF A GATE AND FIELD
 QD1470'ENTRANCE, 0.9 M (3.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M
 QD1470'(1.0 FT) NORTH-NORTHWEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO
 QD1470'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0661 ***********************************************************************
 OA0661  DESIGNATION -  F 754
 OA0661  PID         -  OA0661
 OA0661  STATE/COUNTY-  OR/COOS
 OA0661  USGS QUAD   -  EMPIRE (1970)
 OA0661
 OA0661                         *CURRENT SURVEY CONTROL
 OA0661  ___________________________________________________________________
 OA0661* NAD 83(1986)-  43 23 27.     (N)    124 16 05.     (W)     SCALED    
 OA0661* NAVD 88     -        23.605  (meters)      77.44   (feet)  ADJUSTED  
 OA0661  ___________________________________________________________________
 OA0661  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 OA0661  DYNAMIC HT  -          23.601 (meters)      77.43  (feet)  COMP
 OA0661  MODELED GRAV-     980,466.7   (mgal)                       NAVD 88
 OA0661
 OA0661  VERT ORDER  -  FIRST     CLASS II
 OA0661
 OA0661.The horizontal coordinates were scaled from a topographic map and have
 OA0661.an estimated accuracy of +/- 6 seconds.
 OA0661
 OA0661.The orthometric height was determined by differential leveling
 OA0661.and adjusted in June 1991.
 OA0661
 OA0661.The geoid height was determined by GEOID03.
 OA0661
 OA0661.The dynamic height is computed by dividing the NAVD 88
 OA0661.geopotential number by the normal gravity value computed on the
 OA0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0661.degrees latitude (g = 980.6199 gals.).
 OA0661
 OA0661.The modeled gravity was interpolated from observed gravity values.
 OA0661
 OA0661;                    North         East    Units  Estimated Accuracy
 OA0661;SPC OR S     -   198,390.    1,194,840.      MT  (+/- 180 meters Scaled)
 OA0661
 OA0661                          SUPERSEDED SURVEY CONTROL
 OA0661
 OA0661.No superseded survey control is available for this station.
 OA0661
 OA0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCP973049(NAD 83)
 OA0661_MARKER: I = METAL ROD
 OA0661_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OA0661_SP_SET: STAINLESS STEEL ROD
 OA0661_STAMPING: F 754 1988
 OA0661_MARK LOGO: NGS   
 OA0661_PROJECTION: FLUSH
 OA0661_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OA0661_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OA0661+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2007
 OA0661_ROD/PIPE-DEPTH: 15.3 meters
 OA0661
 OA0661  HISTORY     - Date     Condition        Report By
 OA0661  HISTORY     - 1988     MONUMENTED       NGS
 OA0661  HISTORY     - 19940701 GOOD             USPSQD
 OA0661  HISTORY     - 20000204 GOOD             USPSQD
 OA0661  HISTORY     - 20010929 GOOD             USPSQD
 OA0661  HISTORY     - 20070125 GOOD             USPSQD
 OA0661
 OA0661                          STATION DESCRIPTION
 OA0661
 OA0661'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 OA0661'IN COOS BAY.
 OA0661'IN COOS BAY, AT 135 SCHONEMAN AVENUE, 11.9 M (39.0 FT) NORTH OF THE
 OA0661'CENTER OF SALMON STREET, 9.4 M (30.8 FT) WEST OF THE SOUTHWEST CORNER
 OA0661'OF A BUILDING AT 135 SCHONEMAN AVENUE, 7.4 M (24.3 FT) EAST OF THE
 OA0661'CENTER OF THE AVENUE, AND 1.4 M (4.6 FT) NORTH OF UTILITY POLE NUMBER
 OA0661'205713. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OA0661'THE MARK IS ABOVE LEVEL WITH THE AVENUE.
 OA0661
 OA0661                          STATION RECOVERY (1994)
 OA0661
 OA0661'RECOVERY NOTE BY US POWER SQUADRON 1994
 OA0661'RECOVERED IN GOOD CONDITION.
 OA0661
 OA0661                          STATION RECOVERY (2000)
 OA0661
 OA0661'RECOVERY NOTE BY US POWER SQUADRON 2000
 OA0661'RECOVERED IN GOOD CONDITION.
 OA0661
 OA0661                          STATION RECOVERY (2001)
 OA0661
 OA0661'RECOVERY NOTE BY US POWER SQUADRON 2001 (AES)
 OA0661'RECOVERED IN GOOD CONDITION.
 OA0661
 OA0661                          STATION RECOVERY (2007)
 OA0661
 OA0661'RECOVERY NOTE BY US POWER SQUADRON 2007 (AES)
 OA0661'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0682 ***********************************************************************
 OA0682  DESIGNATION -  F 755
 OA0682  PID         -  OA0682
 OA0682  STATE/COUNTY-  OR/DOUGLAS
 OA0682  USGS QUAD   -  REEDSPORT (1985)
 OA0682
 OA0682                         *CURRENT SURVEY CONTROL
 OA0682  ___________________________________________________________________
 OA0682* NAD 83(1986)-  43 41 49.     (N)    124 06 52.     (W)     SCALED    
 OA0682* NAVD 88     -         4.084  (meters)      13.40   (feet)  ADJUSTED  
 OA0682  ___________________________________________________________________
 OA0682  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 OA0682  DYNAMIC HT  -           4.084 (meters)      13.40  (feet)  COMP
 OA0682  MODELED GRAV-     980,521.1   (mgal)                       NAVD 88
 OA0682
 OA0682  VERT ORDER  -  FIRST     CLASS II
 OA0682
 OA0682.The horizontal coordinates were scaled from a topographic map and have
 OA0682.an estimated accuracy of +/- 6 seconds.
 OA0682
 OA0682.The orthometric height was determined by differential leveling
 OA0682.and adjusted in June 1991.
 OA0682
 OA0682.The geoid height was determined by GEOID03.
 OA0682
 OA0682.The dynamic height is computed by dividing the NAVD 88
 OA0682.geopotential number by the normal gravity value computed on the
 OA0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0682.degrees latitude (g = 980.6199 gals.).
 OA0682
 OA0682.The modeled gravity was interpolated from observed gravity values.
 OA0682
 OA0682;                    North         East    Units  Estimated Accuracy
 OA0682;SPC OR S     -   231,820.    1,208,740.      MT  (+/- 180 meters Scaled)
 OA0682
 OA0682                          SUPERSEDED SURVEY CONTROL
 OA0682
 OA0682.No superseded survey control is available for this station.
 OA0682
 OA0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP101388(NAD 83)
 OA0682_MARKER: I = METAL ROD
 OA0682_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OA0682_SP_SET: STAINLESS STEEL ROD
 OA0682_STAMPING: F 755 1988
 OA0682_MARK LOGO: NGS   
 OA0682_PROJECTION: FLUSH
 OA0682_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OA0682_ROD/PIPE-DEPTH: 21.9 meters
 OA0682
 OA0682  HISTORY     - Date     Condition        Report By
 OA0682  HISTORY     - 1988     MONUMENTED       NGS
 OA0682  HISTORY     - 1988     GOOD             USPSQD
 OA0682
 OA0682                          STATION DESCRIPTION
 OA0682
 OA0682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 OA0682'1.1 KM (0.70 MI) SOUTH FROM REEDSPORT.
 OA0682'1.1 KM (0.70 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF
 OA0682'STATE HIGHWAY 38 IN REEDSPORT, 10.8 M (35.4 FT) NORTH-NORTHWEST OF
 OA0682'THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, AND 4.8 M
 OA0682'(15.7 FT) NORTH OF THE NORTHEAST CORNER OF A HIGHWAY BRIDGE SPANNING
 OA0682'SCHOLFIELD CREEK. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 OA0682'LOGO CAP.
 OA0682'THE MARK IS 0.3 METERS  SSE FROM  A WITNESS POST
 OA0682'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 OA0682
 OA0682                          STATION RECOVERY (1988)
 OA0682
 OA0682'RECOVERY NOTE BY US POWER SQUADRON 1988 (AES)
 OA0682'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0746 ***********************************************************************
 OA0746  DESIGNATION -  F 756
 OA0746  PID         -  OA0746
 OA0746  STATE/COUNTY-  OR/COOS
 OA0746  USGS QUAD   -  RIVERTON (1975)
 OA0746
 OA0746                         *CURRENT SURVEY CONTROL
 OA0746  ___________________________________________________________________
 OA0746* NAD 83(1986)-  43 08 26.     (N)    124 17 03.     (W)     SCALED    
 OA0746* NAVD 88     -         7.149  (meters)      23.45   (feet)  ADJUSTED  
 OA0746  ___________________________________________________________________
 OA0746  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 OA0746  DYNAMIC HT  -           7.148 (meters)      23.45  (feet)  COMP
 OA0746  MODELED GRAV-     980,445.4   (mgal)                       NAVD 88
 OA0746
 OA0746  VERT ORDER  -  FIRST     CLASS II
 OA0746
 OA0746.The horizontal coordinates were scaled from a topographic map and have
 OA0746.an estimated accuracy of +/- 6 seconds.
 OA0746
 OA0746.The orthometric height was determined by differential leveling
 OA0746.and adjusted in June 1991.
 OA0746
 OA0746.The geoid height was determined by GEOID03.
 OA0746
 OA0746.The dynamic height is computed by dividing the NAVD 88
 OA0746.geopotential number by the normal gravity value computed on the
 OA0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0746.degrees latitude (g = 980.6199 gals.).
 OA0746
 OA0746.The modeled gravity was interpolated from observed gravity values.
 OA0746
 OA0746;                    North         East    Units  Estimated Accuracy
 OA0746;SPC OR S     -   170,680.    1,192,280.      MT  (+/- 180 meters Scaled)
 OA0746
 OA0746                          SUPERSEDED SURVEY CONTROL
 OA0746
 OA0746.No superseded survey control is available for this station.
 OA0746
 OA0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN955772(NAD 83)
 OA0746_MARKER: DB = BENCH MARK DISK
 OA0746_SETTING: 66 = SET IN ROCK OUTCROP
 OA0746_SP_SET: BEDROCK
 OA0746_STAMPING: F 756 1988
 OA0746_MARK LOGO: NGS   
 OA0746_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OA0746+STABILITY: POSITION/ELEVATION WELL
 OA0746
 OA0746  HISTORY     - Date     Condition        Report By
 OA0746  HISTORY     - 1988     MONUMENTED       NGS
 OA0746  HISTORY     - 19950520 GOOD             USPSQD
 OA0746
 OA0746                          STATION DESCRIPTION
 OA0746
 OA0746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 OA0746'13.7 KM (8.50 MI) SW FROM COQUILLE.
 OA0746'13.5 KM (8.40 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 42 FROM THE
 OA0746'JUNCTION OF STATE HIGHWAY 44 IN COQUILLE, THENCE 0.2 KM (0.10 MI)
 OA0746'NORTHEASTERLY ALONG A DRIVEWAY, OR 14.6 KM (9.05 MI) EASTERLY ALONG
 OA0746'STATE HIGHWAY 42 FROM THE JUNCTION OF U.S. HIGHWAY 101 IN BANDON, IN
 OA0746'THE SOUTHEASTERN 1/3 OF AN AREA OF OUTCROPPING BEDROCK ALONG THE
 OA0746'SOUTH SLOPE OF A HILL, 21.2 M (69.6 FT) NORTHEAST OF UTILITY POLE
 OA0746'NUMBER 1-84R22 R2, 8.6 M (28.2 FT) NORTH OF THE CENTER OF THE
 OA0746'DRIVEWAY, AND 5.0 M (16.4 FT) NORTHWEST OF THE SOUTHEAST EDGE OF THE
 OA0746'OUTCROP.
 OA0746'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 OA0746'THE MARK IS 3.0 M ABOVE THE DRIVEWAY.
 OA0746
 OA0746                          STATION RECOVERY (1995)
 OA0746
 OA0746'RECOVERY NOTE BY US POWER SQUADRON 1995
 OA0746'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0771 ***********************************************************************
 OA0771  DESIGNATION -  F 757
 OA0771  PID         -  OA0771
 OA0771  STATE/COUNTY-  OR/CURRY
 OA0771  USGS QUAD   -  SIXES (1996)
 OA0771
 OA0771                         *CURRENT SURVEY CONTROL
 OA0771  ___________________________________________________________________
 OA0771* NAD 83(1986)-  42 51 09.     (N)    124 28 19.     (W)     SCALED    
 OA0771* NAVD 88     -        55.017  (meters)     180.50   (feet)  ADJUSTED  
 OA0771  ___________________________________________________________________
 OA0771  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 OA0771  DYNAMIC HT  -          55.006 (meters)     180.47  (feet)  COMP
 OA0771  MODELED GRAV-     980,415.9   (mgal)                       NAVD 88
 OA0771
 OA0771  VERT ORDER  -  FIRST     CLASS II
 OA0771
 OA0771.The horizontal coordinates were scaled from a topographic map and have
 OA0771.an estimated accuracy of +/- 6 seconds.
 OA0771
 OA0771.The orthometric height was determined by differential leveling
 OA0771.and adjusted in June 1991.
 OA0771
 OA0771.The geoid height was determined by GEOID03.
 OA0771
 OA0771.The dynamic height is computed by dividing the NAVD 88
 OA0771.geopotential number by the normal gravity value computed on the
 OA0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0771.degrees latitude (g = 980.6199 gals.).
 OA0771
 OA0771.The modeled gravity was interpolated from observed gravity values.
 OA0771
 OA0771;                    North         East    Units  Estimated Accuracy
 OA0771;SPC OR S     -   139,420.    1,175,500.      MT  (+/- 180 meters Scaled)
 OA0771
 OA0771                          SUPERSEDED SURVEY CONTROL
 OA0771
 OA0771.No superseded survey control is available for this station.
 OA0771
 OA0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN797454(NAD 83)
 OA0771_MARKER: DB = BENCH MARK DISK
 OA0771_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OA0771_SP_SET: STAINLESS STEEL ROD
 OA0771_STAMPING: F 757 1988
 OA0771_MARK LOGO: NGS   
 OA0771_PROJECTION: FLUSH
 OA0771_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OA0771_ROD/PIPE-DEPTH: 8.1  meters
 OA0771
 OA0771  HISTORY     - Date     Condition        Report By
 OA0771  HISTORY     - 1988     MONUMENTED       NGS
 OA0771  HISTORY     - 20020507 GOOD             USPSQD
 OA0771
 OA0771                          STATION DESCRIPTION
 OA0771
 OA0771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 OA0771'12.5 KM (7.75 MI) NORTH FROM PORT ORFORD.
 OA0771'12.5 KM (7.75 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION
 OA0771'OF HARBOR DRIVE IN PORT ORFORD, 0.7 KM (0.45 MI) NORTH OF THE
 OA0771'INTERSECTION OF COUNTY ROAD 160, 23.3 M (76.4 FT) NORTH OF THE CENTER
 OA0771'OF A DRIVEWAY LEADING TO HOUSE NUMBER 45737, 11.6 M (38.1 FT) EAST OF
 OA0771'THE CENTERLINE OF THE HIGHWAY, AND 2.1 M (6.9 FT) NORTH OF A FENCE
 OA0771'CORNER. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OA0771'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 OA0771'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 OA0771
 OA0771                          STATION RECOVERY (2002)
 OA0771
 OA0771'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 OA0771'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0804 ***********************************************************************
 OA0804  DESIGNATION -  F 758
 OA0804  PID         -  OA0804
 OA0804  STATE/COUNTY-  OR/CURRY
 OA0804  USGS QUAD   -  PORT ORFORD (1996)
 OA0804
 OA0804                         *CURRENT SURVEY CONTROL
 OA0804  ___________________________________________________________________
 OA0804* NAD 83(1986)-  42 40 50.     (N)    124 25 09.     (W)     SCALED    
 OA0804* NAVD 88     -        31.217  (meters)     102.42   (feet)  ADJUSTED  
 OA0804  ___________________________________________________________________
 OA0804  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 OA0804  DYNAMIC HT  -          31.209 (meters)     102.39  (feet)  COMP
 OA0804  MODELED GRAV-     980,384.2   (mgal)                       NAVD 88
 OA0804
 OA0804  VERT ORDER  -  FIRST     CLASS II
 OA0804
 OA0804.The horizontal coordinates were scaled from a topographic map and have
 OA0804.an estimated accuracy of +/- 6 seconds.
 OA0804
 OA0804.The orthometric height was determined by differential leveling
 OA0804.and adjusted in June 1991.
 OA0804
 OA0804.The geoid height was determined by GEOID03.
 OA0804
 OA0804.The dynamic height is computed by dividing the NAVD 88
 OA0804.geopotential number by the normal gravity value computed on the
 OA0804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0804.degrees latitude (g = 980.6199 gals.).
 OA0804
 OA0804.The modeled gravity was interpolated from observed gravity values.
 OA0804
 OA0804;                    North         East    Units  Estimated Accuracy
 OA0804;SPC OR S     -   120,140.    1,178,920.      MT  (+/- 180 meters Scaled)
 OA0804
 OA0804                          SUPERSEDED SURVEY CONTROL
 OA0804
 OA0804.No superseded survey control is available for this station.
 OA0804
 OA0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN837263(NAD 83)
 OA0804_MARKER: I = METAL ROD
 OA0804_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OA0804+WITH SETTING: INFORMATION.
 OA0804_SP_SET: SHALLOW-SET METAL ROD
 OA0804_STAMPING: F 758 1988
 OA0804_MARK LOGO: NGS   
 OA0804_PROJECTION: FLUSH
 OA0804_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OA0804_ROD/PIPE-DEPTH: 2.5  meters
 OA0804
 OA0804  HISTORY     - Date     Condition        Report By
 OA0804  HISTORY     - 1988     MONUMENTED       NGS
 OA0804
 OA0804                          STATION DESCRIPTION
 OA0804
 OA0804'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 OA0804'11.3 KM (7.00 MI) SOUTH FROM PORT ORFORD.
 OA0804'11.3 KM (7.00 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION
 OA0804'OF HARBOR DRIVE IN PORT ORFORD, 18.0 M (59.1 FT) SOUTH OF THE CENTER
 OA0804'OF A PAVED DRIVEWAY, 10.9 M (35.8 FT) WEST OF THE CENTERLINE OF THE
 OA0804'HIGHWAY, AND 0.3 M (1.0 FT) SOUTH OF THE EXTENDED CENTER OF A
 OA0804'DRIVEWAY LEADING TO HOUSE NUMBER 39483. NOTE--ACCESS TO DATUM POINT
 OA0804'IS HAD THROUGH A 5-INCH LOGO CAP.
 OA0804'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 OA0804'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0869 ***********************************************************************
 OA0869  DESIGNATION -  F 759
 OA0869  PID         -  OA0869
 OA0869  STATE/COUNTY-  OR/CURRY
 OA0869  USGS QUAD   -  BROOKINGS (1986)
 OA0869
 OA0869                         *CURRENT SURVEY CONTROL
 OA0869  ___________________________________________________________________
 OA0869* NAD 83(1986)-  42 03 58.     (N)    124 18 15.     (W)     SCALED    
 OA0869* NAVD 88     -        48.118  (meters)     157.87   (feet)  ADJUSTED  
 OA0869  ___________________________________________________________________
 OA0869  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 OA0869  DYNAMIC HT  -          48.104 (meters)     157.82  (feet)  COMP
 OA0869  MODELED GRAV-     980,322.4   (mgal)                       NAVD 88
 OA0869
 OA0869  VERT ORDER  -  FIRST     CLASS II
 OA0869
 OA0869.The horizontal coordinates were scaled from a topographic map and have
 OA0869.an estimated accuracy of +/- 6 seconds.
 OA0869
 OA0869.The orthometric height was determined by differential leveling
 OA0869.and adjusted in June 1991.
 OA0869
 OA0869.The geoid height was determined by GEOID03.
 OA0869
 OA0869.The dynamic height is computed by dividing the NAVD 88
 OA0869.geopotential number by the normal gravity value computed on the
 OA0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0869.degrees latitude (g = 980.6199 gals.).
 OA0869
 OA0869.The modeled gravity was interpolated from observed gravity values.
 OA0869
 OA0869;                    North         East    Units  Estimated Accuracy
 OA0869;SPC OR S     -    51,520.    1,185,230.      MT  (+/- 180 meters Scaled)
 OA0869
 OA0869                          SUPERSEDED SURVEY CONTROL
 OA0869
 OA0869.No superseded survey control is available for this station.
 OA0869
 OA0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCM921579(NAD 83)
 OA0869_MARKER: DB = BENCH MARK DISK
 OA0869_SETTING: 66 = SET IN ROCK OUTCROP
 OA0869_SP_SET: BEDROCK
 OA0869_STAMPING: F 759 1988
 OA0869_MARK LOGO: NGS   
 OA0869_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OA0869+STABILITY: POSITION/ELEVATION WELL
 OA0869
 OA0869  HISTORY     - Date     Condition        Report By
 OA0869  HISTORY     - 1988     MONUMENTED       NGS
 OA0869
 OA0869                          STATION DESCRIPTION
 OA0869
 OA0869'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 OA0869'2.7 KM (1.70 MI) NORTH FROM BROOKINGS.
 OA0869'2.7 KM (1.70 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE
 OA0869'IN BROOKINGS, 30.0 M (98.4 FT) NORTHEAST OF THE CENTER OF THE
 OA0869'HIGHWAY, IN AN AREA OF OUTCROPPING BEDROCK, 24.7 M (81.0 FT)
 OA0869'SOUTHWEST OF A METAL STREET LIGHT POLE, AND 9.2 M (30.2 FT) NORTH OF
 OA0869'THE CENTERLINE OF A ROAD LEADING EAST TO A REST AREA.
 OA0869'THE MARK IS 1.0 METERS  NE FROM  A WITNESS POST
 OA0869'THE MARK IS 0.9 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0319 ***********************************************************************
 PC0319  DESIGNATION -  F 76
 PC0319  PID         -  PC0319
 PC0319  STATE/COUNTY-  OR/DOUGLAS
 PC0319  USGS QUAD   -  WINSTON (1987)
 PC0319
 PC0319                         *CURRENT SURVEY CONTROL
 PC0319  ___________________________________________________________________
 PC0319* NAD 83(1986)-  43 06 45.     (N)    123 26 28.     (W)     SCALED    
 PC0319* NAVD 88     -       160.827  (meters)     527.65   (feet)  ADJUSTED  
 PC0319  ___________________________________________________________________
 PC0319  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 PC0319  DYNAMIC HT  -         160.789 (meters)     527.52  (feet)  COMP
 PC0319  MODELED GRAV-     980,384.4   (mgal)                       NAVD 88
 PC0319
 PC0319  VERT ORDER  -  FIRST     CLASS II
 PC0319
 PC0319.The horizontal coordinates were scaled from a topographic map and have
 PC0319.an estimated accuracy of +/- 6 seconds.
 PC0319
 PC0319.The orthometric height was determined by differential leveling
 PC0319.and adjusted in June 1991.
 PC0319
 PC0319.The geoid height was determined by GEOID03.
 PC0319
 PC0319.The dynamic height is computed by dividing the NAVD 88
 PC0319.geopotential number by the normal gravity value computed on the
 PC0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0319.degrees latitude (g = 980.6199 gals.).
 PC0319
 PC0319.The modeled gravity was interpolated from observed gravity values.
 PC0319
 PC0319;                    North         East    Units  Estimated Accuracy
 PC0319;SPC OR S     -   164,810.    1,260,690.      MT  (+/- 180 meters Scaled)
 PC0319
 PC0319                          SUPERSEDED SURVEY CONTROL
 PC0319
 PC0319  NGVD 29 (??/??/92)  159.767  (m)          524.17   (f) ADJ UNCH    1 2
 PC0319
 PC0319.Superseded values are not recommended for survey control.
 PC0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0319.See file dsdata.txt to determine how the superseded data were derived.
 PC0319
 PC0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN641734(NAD 83)
 PC0319_MARKER: DD = SURVEY DISK
 PC0319_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PC0319_SP_SET: HEADWALL
 PC0319_STAMPING: F 76 1931
 PC0319_MARK LOGO: ORHD  
 PC0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0319+STABILITY: SURFACE MOTION
 PC0319
 PC0319  HISTORY     - Date     Condition        Report By
 PC0319  HISTORY     - 1931     MONUMENTED       ORDT
 PC0319  HISTORY     - 1962     GOOD             NGS
 PC0319  HISTORY     - 1987     GOOD             NGS
 PC0319
 PC0319                          STATION DESCRIPTION
 PC0319
 PC0319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 PC0319'1.7 MI W FROM WINSTON.
 PC0319'REACHED FROM THE Y-JUNCTION OF OLD U.S. HIGHWAY 99 AND STATE HIGHWAY
 PC0319'42 AT WINSTON GO WEST ON STATE HIGHWAY 42 FOR ABOUT 1.7 MILES TO A
 PC0319'CULVERT UNDER THE HIGHWAY (THIS IS ABOUT 300 FEET EAST OF A CROSS ROAD
 PC0319'AT THE GROCERY STORE AND SERVICE STATION AT DILLARD,) SET IN ABOUT THE
 PC0319'CENTER OF THE SOUTH CONCRETE HEAD WALL, AND ABOUT THE SAME ELEVATION
 PC0319'AS THE CENTER LINE OF THE HIGHWAY.
 PC0319
 PC0319                          STATION RECOVERY (1987)
 PC0319
 PC0319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PC0319'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  2.5 KM
 PC0319'(1.55 MI) WESTERLY ALONG STATE HIGHWAY 42 FROM THE JUNCTION OF STATE
 PC0319'HIGHWAY 99 IN WINSTON, IN THE CENTER OF THE SOUTH CONCRETE HEADWALL
 PC0319'OF A CULVERT, 90.8 M (297.9 FT) EAST OF THE CENTER OF COUNTY ROAD 47
 PC0319'(BROCKWAY ROAD), AND 5.0 M (16.4 FT) SOUTH OF THE CENTERLINE OF THE
 PC0319'HIGHWAY.
 PC0319'THE MARK IS 0.1 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0978 ***********************************************************************
 NZ0978  CBN         -  This is a Cooperative Base Network Control Station.
 NZ0978  DESIGNATION -  F 760
 NZ0978  PID         -  NZ0978
 NZ0978  STATE/COUNTY-  OR/JACKSON
 NZ0978  USGS QUAD   -  EMIGRANT LAKE (1983)
 NZ0978
 NZ0978                         *CURRENT SURVEY CONTROL
 NZ0978  ___________________________________________________________________
 NZ0978* NAD 83(2007)-  42 08 31.93414(N)    122 37 28.75104(W)     ADJUSTED  
 NZ0978* NAVD 88     -       694.641  (meters)    2279.00   (feet)  ADJUSTED  
 NZ0978  ___________________________________________________________________
 NZ0978  EPOCH DATE  -        2007.00
 NZ0978  X           -  -2,553,827.086 (meters)                     COMP
 NZ0978  Y           -  -3,989,525.090 (meters)                     COMP
 NZ0978  Z           -   4,257,779.072 (meters)                     COMP
 NZ0978  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 NZ0978  ELLIP HEIGHT-         670.970 (meters)          (02/10/07) ADJUSTED
 NZ0978  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 NZ0978  DYNAMIC HT  -         694.293 (meters)    2277.86  (feet)  COMP
 NZ0978
 NZ0978  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 NZ0978  Type    PID    Designation                      North   East  Ellip
 NZ0978  -------------------------------------------------------------------
 NZ0978  NETWORK NZ0978 F 760                             0.61   0.47   1.49
 NZ0978  -------------------------------------------------------------------
 NZ0978  MODELED GRAV-     980,098.2   (mgal)                       NAVD 88
 NZ0978
 NZ0978  VERT ORDER  -  FIRST     CLASS II
 NZ0978
 NZ0978.The horizontal coordinates were established by GPS observations
 NZ0978.and adjusted by the National Geodetic Survey in February 2007.
 NZ0978
 NZ0978.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 NZ0978.See www.ngs.noaa.gov/NationalReadjustment for more information.
 NZ0978.The horizontal coordinates are valid at the epoch date displayed above.
 NZ0978.The epoch date for horizontal control is a decimal equivalence
 NZ0978.of Year/Month/Day.
 NZ0978
 NZ0978.The orthometric height was determined by differential leveling
 NZ0978.and adjusted in June 1991.
 NZ0978
 NZ0978.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NZ0978
 NZ0978.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ0978
 NZ0978.The ellipsoidal height was determined by GPS observations
 NZ0978.and is referenced to NAD 83.
 NZ0978
 NZ0978.The geoid height was determined by GEOID03.
 NZ0978
 NZ0978.The dynamic height is computed by dividing the NAVD 88
 NZ0978.geopotential number by the normal gravity value computed on the
 NZ0978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0978.degrees latitude (g = 980.6199 gals.).
 NZ0978
 NZ0978.The modeled gravity was interpolated from observed gravity values.
 NZ0978
 NZ0978;                    North         East     Units Scale Factor Converg.
 NZ0978;SPC OR S     -    55,053.831 1,324,372.768   MT  1.00005359   -1 27 12.9
 NZ0978;SPC OR S     -   180,622.81  4,345,055.01   iFT  1.00005359   -1 27 12.9
 NZ0978;UTM  10      - 4,665,633.327   531,016.057   MT  0.99961184   +0 15 06.7
 NZ0978
 NZ0978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NZ0978!SPC OR S     -   0.99989478  x   1.00005359  =   0.99994836
 NZ0978!UTM  10      -   0.99989478  x   0.99961184  =   0.99950666
 NZ0978
 NZ0978                          SUPERSEDED SURVEY CONTROL
 NZ0978
 NZ0978  NAD 83(1991)-  42 08 31.92978(N)    122 37 28.74955(W) AD(       ) B
 NZ0978  NAD 83(1998)-  42 08 31.93062(N)    122 37 28.75099(W) AD(       ) B
 NZ0978  ELLIP H (07/02/97)  671.006  (m)                       GP(       ) 3 1
 NZ0978  NAVD 88 (07/02/97)  694.64   (m)         2279.0    (f) LEVELING    3  
 NZ0978
 NZ0978.Superseded values are not recommended for survey control.
 NZ0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0978.See file dsdata.txt to determine how the superseded data were derived.
 NZ0978
 NZ0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM3101665633(NAD 83)
 NZ0978_MARKER: DV = VERTICAL CONTROL DISK
 NZ0978_SETTING: 66 = SET IN ROCK OUTCROP
 NZ0978_SP_SET: IN A DRILL HOLE IN BEDROCK
 NZ0978_STAMPING: F 760 1988
 NZ0978_MARK LOGO: NGS   
 NZ0978_MAGNETIC: N = NO MAGNETIC MATERIAL
 NZ0978_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NZ0978+STABILITY: POSITION/ELEVATION WELL
 NZ0978_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NZ0978+SATELLITE: SATELLITE OBSERVATIONS - May 16, 1998
 NZ0978
 NZ0978  HISTORY     - Date     Condition        Report By
 NZ0978  HISTORY     - 1988     MONUMENTED       NGS
 NZ0978  HISTORY     - 19960901 GOOD             CHANCE
 NZ0978  HISTORY     - 19980516 GOOD             HARDEY
 NZ0978
 NZ0978                          STATION DESCRIPTION
 NZ0978
 NZ0978'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 NZ0978'6.7 KM (4.15 MI) EASTERLY ALONG STATE HIGHWAY 66 FROM THE JUNCTION OF
 NZ0978'INTERSTATE HIGHWAY 5 IN ASHLAND, NEAR THE SOUTH END OF A 2 BY 10 FOOT
 NZ0978'AREA OF OUTCROPPING BEDROCK, 1.7 KM (1.05 MI) SOUTHWEST OF THE
 NZ0978'INTERSECTION OF OLD SISKIYOU HIGHWAY, 28.1 M (92.2 FT) NORTHWEST OF
 NZ0978'THE CENTER OF A HIGHWAY SCALE, 8.3 M (27.2 FT) WEST OF THE CENTERLINE
 NZ0978'OF THE HIGHWAY, 2.6 M (8.5 FT) WEST-NORTHWEST OF THE WEST END OF A
 NZ0978'DRAIN PIPE, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND LEVEL WITH
 NZ0978'THE HIGHWAY.
 NZ0978
 NZ0978                          STATION RECOVERY (1996)
 NZ0978
 NZ0978'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 NZ0978'RECOVERED AS DESCRIBED BY NGS 1988 EXCEPT TIE TO CENTERLINE OF STATE
 NZ0978'HIGHWAY 66 IS NOW 9.05 M (29.69 FT) AND STATION IS 29.6 M (97.1 FT)
 NZ0978'WEST OF POWER POLE NUMBER E2269  STATION IS LOCATED ABOUT 7 MILES
 NZ0978'(11.3 KM) SOUTHEAST OF ASHLAND, 4.5 MILES (7.2 KM) NORTH OF SISKIYOU
 NZ0978'AND 2 MILES (3.2 KM) EAST OF INTERSTATE 5
 NZ0978
 NZ0978                          STATION RECOVERY (1998)
 NZ0978
 NZ0978'RECOVERY NOTE BY HARDEY ENGINEERING AND ASSOCIATES 1998 (WPC)
 NZ0978'THE STATION IS LOCATED ABOUT 11.3 KM (7.00 MI) SOUTHEAST OF ASHLAND,
 NZ0978'7.2 KM (4.45 MI) NORTH OF SISKIYOU, 3.2 KM (2.00 MI) EAST OF
 NZ0978'INTERSTATE HIGHWAY 5, NEAR THE SOUTH END OF AN EXPOSURE OF OUTCROP, ON
 NZ0978'THE WEST SIDE OF STATE HIGHWAY 66, NEAR THE NORTH END OF A HIGHWAY
 NZ0978'SCALE, ABOUT 1.7 KM (1.05 MI) SOUTHWEST FROM THE INTERSECTION OF OLD
 NZ0978'SISKIYOU HIGHWAY.  OWNERSHIP--OREGON STATE DEPARTMENT OF
 NZ0978'TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 NZ0978'HIGHWAY 5 AND STATE HIGHWAY 66 (EXIT 14) IN THE SOUTHEAST SIDE OF
 NZ0978'ASHLAND, GO SOUTHEAST ON HIGHWAY 66 FOR 6.7 KM (4.15 MI) TO THE
 NZ0978'STATION ON THE RIGHT.  THE STATION IS A STANDARD DISK CEMENTED INTO A
 NZ0978'DRILL HOLE NEAR THE SOUTH END OF A 60 CM X 300 CM PORTION OF EXPOSED
 NZ0978'OUTCROP.  IT IS 29.6 M (97.1 FT) WEST FROM POWER POLE NUMBER E2269,
 NZ0978'28.1 M (92.2 FT) NORTHWEST FROM THE CENTER OF THE HIGHWAY SCALE, 9.05
 NZ0978'M (29.69 FT) WEST FROM THE CENTER OF THE HIGHWAY, 2.6 M (8.5 FT)
 NZ0978'WEST-NORTHWEST FROM THE WEST END OF A PIPE DRAIN, 0.3 M (1.0 FT) SOUTH
 NZ0978'FROM A WITNESS POST, AND ABOUT LEVEL WITH THE HIGHWAY. NOTE--NO ROAD
 NZ0978'SHOULDER AT STATION.  VEHICLE CAN BE PARKED AT HIGHWAY SCALE AND
 NZ0978'EQUIPMENT PACKED BACK ACROSS HIGHWAY TO STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0558 ***********************************************************************
 OA0558  DESIGNATION -  F 77
 OA0558  PID         -  OA0558
 OA0558  STATE/COUNTY-  OR/COOS
 OA0558  USGS QUAD   -  BRIDGE (1971)
 OA0558
 OA0558                         *CURRENT SURVEY CONTROL
 OA0558  ___________________________________________________________________
 OA0558* NAD 83(1986)-  43 01 34.     (N)    124 00 40.     (W)     SCALED    
 OA0558* NAVD 88     -        33.426  (meters)     109.67   (feet)  POSTED    
 OA0558  ___________________________________________________________________
 OA0558  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 OA0558  DYNAMIC HT  -          33.420 (meters)     109.65  (feet)  COMP
 OA0558  MODELED GRAV-     980,433.1   (mgal)                       NAVD 88
 OA0558
 OA0558  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 OA0558
 OA0558.The horizontal coordinates were scaled from a topographic map and have
 OA0558.an estimated accuracy of +/- 6 seconds.
 OA0558
 OA0558.The orthometric height was determined by differential leveling
 OA0558.and adjusted by the  in 1992.
 OA0558.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 OA0558.was located on a no-check spur therefore a value was not computed.
 OA0558.No vertical observational check was made to the station.
 OA0558
 OA0558.The geoid height was determined by GEOID03.
 OA0558
 OA0558.The dynamic height is computed by dividing the NAVD 88
 OA0558.geopotential number by the normal gravity value computed on the
 OA0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0558.degrees latitude (g = 980.6199 gals.).
 OA0558
 OA0558.The modeled gravity was interpolated from observed gravity values.
 OA0558
 OA0558;                    North         East    Units  Estimated Accuracy
 OA0558;SPC OR S     -   157,010.    1,213,940.      MT  (+/- 180 meters Scaled)
 OA0558
 OA0558                          SUPERSEDED SURVEY CONTROL
 OA0558
 OA0558  NGVD 29 (??/??/92)   32.336  (m)          106.09   (f) ADJ UNCH    2 0
 OA0558
 OA0558.Superseded values are not recommended for survey control.
 OA0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0558.See file dsdata.txt to determine how the superseded data were derived.
 OA0558
 OA0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN176642(NAD 83)
 OA0558_MARKER: DD = SURVEY DISK
 OA0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA0558_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OA0558_STAMPING: F 77 1931
 OA0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0558+STABILITY: SURFACE MOTION
 OA0558
 OA0558  HISTORY     - Date     Condition        Report By
 OA0558  HISTORY     - 1931     MONUMENTED       USFS
 OA0558  HISTORY     - 1962     GOOD             NGS
 OA0558  HISTORY     - 1987     MARK NOT FOUND   NGS
 OA0558  HISTORY     - 20010725 MARK NOT FOUND   USPSQD
 OA0558
 OA0558                          STATION DESCRIPTION
 OA0558
 OA0558'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 OA0558'0.5 MI W FROM BRIDGE.
 OA0558'UNDER THE SOUTH SIDE OF THE BRIDGE OVER BIG CREEK, ON THE WEST SIDE OF
 OA0558'THE CREEK.  THIS IS ALONG THE OLD HIGHWAY ABOUT 0.5 MILE
 OA0558'WEST-NORTHWEST OF BRIDGE.  ABOUT 0.2 MILE WEST OF OREGON STATE HIGHWAY
 OA0558'DEPARTMENT MAINTENANCE STATION, 20 FEET SOUTHEAST OF THE SOUTHWEST
 OA0558'CORNER OF THE BRIDGE, 41 FEET SOUTH OF THE CENTER LINE OF THE BRIDGE,
 OA0558'AND ABOUT 15 FEET BELOW THE DECK OF THE BRIDGE.
 OA0558
 OA0558                          STATION RECOVERY (1987)
 OA0558
 OA0558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 OA0558'MARK NOT FOUND.
 OA0558
 OA0558                          STATION RECOVERY (2001)
 OA0558
 OA0558'RECOVERY NOTE BY US POWER SQUADRON 2001 (AES)
 OA0558'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0970 ***********************************************************************
 NZ0970  DESIGNATION -  F 783
 NZ0970  PID         -  NZ0970
 NZ0970  STATE/COUNTY-  OR/JACKSON
 NZ0970  USGS QUAD   -  SISKIYOU PASS (1983)
 NZ0970
 NZ0970                         *CURRENT SURVEY CONTROL
 NZ0970  ___________________________________________________________________
 NZ0970* NAD 83(1986)-  42 06 07.     (N)    122 36 31.     (W)     SCALED    
 NZ0970* NAVD 88     -      1023.332  (meters)    3357.38   (feet)  ADJUSTED  
 NZ0970  ___________________________________________________________________
 NZ0970  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 NZ0970  DYNAMIC HT  -        1022.758 (meters)    3355.50  (feet)  COMP
 NZ0970  MODELED GRAV-     980,026.4   (mgal)                       NAVD 88
 NZ0970
 NZ0970  VERT ORDER  -  FIRST     CLASS II
 NZ0970
 NZ0970.The horizontal coordinates were scaled from a topographic map and have
 NZ0970.an estimated accuracy of +/- 6 seconds.
 NZ0970
 NZ0970.The orthometric height was determined by differential leveling
 NZ0970.and adjusted in June 1991.
 NZ0970
 NZ0970.The geoid height was determined by GEOID03.
 NZ0970
 NZ0970.The dynamic height is computed by dividing the NAVD 88
 NZ0970.geopotential number by the normal gravity value computed on the
 NZ0970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0970.degrees latitude (g = 980.6199 gals.).
 NZ0970
 NZ0970.The modeled gravity was interpolated from observed gravity values.
 NZ0970
 NZ0970;                    North         East    Units  Estimated Accuracy
 NZ0970;SPC OR S     -    50,550.    1,325,590.      MT  (+/- 180 meters Scaled)
 NZ0970
 NZ0970                          SUPERSEDED SURVEY CONTROL
 NZ0970
 NZ0970.No superseded survey control is available for this station.
 NZ0970
 NZ0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM323611(NAD 83)
 NZ0970_MARKER: DB = BENCH MARK DISK
 NZ0970_SETTING: 66 = SET IN ROCK OUTCROP
 NZ0970_SP_SET: BEDROCK
 NZ0970_STAMPING: F 783 1988
 NZ0970_MARK LOGO: NGS   
 NZ0970_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NZ0970+STABILITY: POSITION/ELEVATION WELL
 NZ0970
 NZ0970  HISTORY     - Date     Condition        Report By
 NZ0970  HISTORY     - 1988     MONUMENTED       NGS
 NZ0970
 NZ0970                          STATION DESCRIPTION
 NZ0970
 NZ0970'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 NZ0970'10.5 KM (6.50 MI) SOUTH FROM ASHLAND.
 NZ0970'10.5 KM (6.50 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 5 FROM ITS
 NZ0970'JUNCTION WITH STATE HIGHWAY 66 IN ASHLAND, IN THE NORTHWESTERN 1/3 OF
 NZ0970'AN EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 81.7 M (268.0 FT)
 NZ0970'SOUTHEAST OF THE CENTER OF A CATCH BASIN, AND 15.0 M (49.2 FT)
 NZ0970'SOUTHWEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY.
 NZ0970'THE MARK IS 1.0 METERS  SE FROM  A WITNESS POST
 NZ0970'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1008 ***********************************************************************
 NZ1008  DESIGNATION -  F 784
 NZ1008  PID         -  NZ1008
 NZ1008  STATE/COUNTY-  OR/KLAMATH
 NZ1008  USGS QUAD   -  LITTLE CHINQUAPIN MOUNTAIN (1988)
 NZ1008
 NZ1008                         *CURRENT SURVEY CONTROL
 NZ1008  ___________________________________________________________________
 NZ1008* NAD 83(1986)-  42 07 40.     (N)    122 15 05.     (W)     SCALED    
 NZ1008* NAVD 88     -      1267.542  (meters)    4158.59   (feet)  ADJUSTED  
 NZ1008  ___________________________________________________________________
 NZ1008  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 NZ1008  DYNAMIC HT  -        1266.771 (meters)    4156.06  (feet)  COMP
 NZ1008  MODELED GRAV-     979,969.8   (mgal)                       NAVD 88
 NZ1008
 NZ1008  VERT ORDER  -  FIRST     CLASS II
 NZ1008
 NZ1008.The horizontal coordinates were scaled from a topographic map and have
 NZ1008.an estimated accuracy of +/- 6 seconds.
 NZ1008
 NZ1008.The orthometric height was determined by differential leveling
 NZ1008.and adjusted in June 1991.
 NZ1008
 NZ1008.The geoid height was determined by GEOID03.
 NZ1008
 NZ1008.The dynamic height is computed by dividing the NAVD 88
 NZ1008.geopotential number by the normal gravity value computed on the
 NZ1008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ1008.degrees latitude (g = 980.6199 gals.).
 NZ1008
 NZ1008.The modeled gravity was interpolated from observed gravity values.
 NZ1008
 NZ1008;                    North         East    Units  Estimated Accuracy
 NZ1008;SPC OR S     -    52,740.    1,355,190.      MT  (+/- 180 meters Scaled)
 NZ1008
 NZ1008                          SUPERSEDED SURVEY CONTROL
 NZ1008
 NZ1008.No superseded survey control is available for this station.
 NZ1008
 NZ1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM618642(NAD 83)
 NZ1008_MARKER: I = METAL ROD
 NZ1008_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NZ1008_SP_SET: STAINLESS STEEL ROD
 NZ1008_STAMPING: F 784 1988
 NZ1008_MARK LOGO: NGS   
 NZ1008_PROJECTION: FLUSH
 NZ1008_MAGNETIC: I = MARKER IS A STEEL ROD
 NZ1008_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NZ1008+STABILITY: POSITION/ELEVATION WELL
 NZ1008_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NZ1008+SATELLITE: SATELLITE OBSERVATIONS - 1988
 NZ1008_ROD/PIPE-DEPTH: 5.2  meters
 NZ1008
 NZ1008  HISTORY     - Date     Condition        Report By
 NZ1008  HISTORY     - 1988     MONUMENTED       NGS
 NZ1008
 NZ1008                          STATION DESCRIPTION
 NZ1008
 NZ1008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 NZ1008'13.8 KM (8.60 MI) EASTERLY ALONG STATE HIGHWAY 66 FROM THE SCHOOL
 NZ1008'HOUSE IN LINCOLN, 11.6 M (38.1 FT) SOUTHEAST OF THE CENTERLINE OF THE
 NZ1008'HIGHWAY, 0.3 M (1.0 FT) NORTH OF A WITNESS POST, AND 0.3 M (1.0 FT)
 NZ1008'ABOVE THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS
 NZ1008'THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0738 ***********************************************************************
 NY0738  DESIGNATION -  F 785
 NY0738  PID         -  NY0738
 NY0738  STATE/COUNTY-  OR/KLAMATH
 NY0738  USGS QUAD   -  KLAMATH FALLS (1985)
 NY0738
 NY0738                         *CURRENT SURVEY CONTROL
 NY0738  ___________________________________________________________________
 NY0738* NAD 83(1986)-  42 13 07.     (N)    121 46 21.     (W)     SCALED    
 NY0738* NAVD 88     -      1248.408  (meters)    4095.82   (feet)  ADJUSTED  
 NY0738  ___________________________________________________________________
 NY0738  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 NY0738  DYNAMIC HT  -        1247.662 (meters)    4093.37  (feet)  COMP
 NY0738  MODELED GRAV-     979,980.6   (mgal)                       NAVD 88
 NY0738
 NY0738  VERT ORDER  -  FIRST     CLASS II
 NY0738
 NY0738.The horizontal coordinates were scaled from a topographic map and have
 NY0738.an estimated accuracy of +/- 6 seconds.
 NY0738
 NY0738.The orthometric height was determined by differential leveling
 NY0738.and adjusted in June 1991.
 NY0738
 NY0738.The geoid height was determined by GEOID03.
 NY0738
 NY0738.The dynamic height is computed by dividing the NAVD 88
 NY0738.geopotential number by the normal gravity value computed on the
 NY0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0738.degrees latitude (g = 980.6199 gals.).
 NY0738
 NY0738.The modeled gravity was interpolated from observed gravity values.
 NY0738
 NY0738;                    North         East    Units  Estimated Accuracy
 NY0738;SPC OR S     -    62,110.    1,394,940.      MT  (+/- 180 meters Scaled)
 NY0738
 NY0738                          SUPERSEDED SURVEY CONTROL
 NY0738
 NY0738.No superseded survey control is available for this station.
 NY0738
 NY0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM013747(NAD 83)
 NY0738_MARKER: DV = VERTICAL CONTROL DISK
 NY0738_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NY0738_SP_SET: PIER
 NY0738_STAMPING: F 785 1988
 NY0738_MARK LOGO: NGS   
 NY0738_MAGNETIC: N = NO MAGNETIC MATERIAL
 NY0738_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NY0738+STABILITY: POSITION/ELEVATION WELL
 NY0738_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NY0738+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2006
 NY0738
 NY0738  HISTORY     - Date     Condition        Report By
 NY0738  HISTORY     - 1988     MONUMENTED       NGS
 NY0738  HISTORY     - 20020610 GOOD             INDIV
 NY0738  HISTORY     - 20060608 GOOD             NGS
 NY0738
 NY0738                          STATION DESCRIPTION
 NY0738
 NY0738'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 NY0738'IN FLAMATH FALLS, AT THE INTERSECTION OF STATE HIGHWAY 39 AND SPRING
 NY0738'STREET, SET VERTICALLY IN THE EAST FACE OF THE MOST NORTHERLY 1 OF 3
 NY0738'COLUMNS OF THE FIRST PIER EAST OF THE STREET OF THE HIGHWAY OVERPASS
 NY0738'OF THE STREET AND THE SOUTHERN PACIFIC RAILROAD, 9.2 M (30.2 FT)
 NY0738'NORTH OF THE CENTER OF THE HIGHWAY, 7.6 M (24.9 FT) EAST OF THE
 NY0738'CENTER OF THE STREET, AND 1.3 M (4.3 FT) ABOVE THE LEVEL OF THE
 NY0738'STREET.
 NY0738
 NY0738                          STATION RECOVERY (2002)
 NY0738
 NY0738'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (MV)
 NY0738'RECOVERED IN GOOD CONDITION.
 NY0738
 NY0738                          STATION RECOVERY (2006)
 NY0738
 NY0738'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (TGW)
 NY0738'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1494 ***********************************************************************
 QD1494  DESIGNATION -  F 787
 QD1494  PID         -  QD1494
 QD1494  STATE/COUNTY-  OR/WHEELER
 QD1494  USGS QUAD   -  LAWSON MOUNTAIN (1992)
 QD1494
 QD1494                         *CURRENT SURVEY CONTROL
 QD1494  ___________________________________________________________________
 QD1494* NAD 83(1986)-  44 30 19.     (N)    120 19 51.     (W)     SCALED    
 QD1494* NAVD 88     -      1196.692  (meters)    3926.15   (feet)  ADJUSTED  
 QD1494  ___________________________________________________________________
 QD1494  GEOID HEIGHT-         -19.52  (meters)                     GEOID03
 QD1494  DYNAMIC HT  -        1196.271 (meters)    3924.77  (feet)  COMP
 QD1494  MODELED GRAV-     980,224.6   (mgal)                       NAVD 88
 QD1494
 QD1494  VERT ORDER  -  FIRST     CLASS II
 QD1494
 QD1494.The horizontal coordinates were scaled from a topographic map and have
 QD1494.an estimated accuracy of +/- 6 seconds.
 QD1494
 QD1494.The orthometric height was determined by differential leveling
 QD1494.and adjusted in June 1991.
 QD1494
 QD1494.The geoid height was determined by GEOID03.
 QD1494
 QD1494.The dynamic height is computed by dividing the NAVD 88
 QD1494.geopotential number by the normal gravity value computed on the
 QD1494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1494.degrees latitude (g = 980.6199 gals.).
 QD1494
 QD1494.The modeled gravity was interpolated from observed gravity values.
 QD1494
 QD1494;                    North         East    Units  Estimated Accuracy
 QD1494;SPC OR N     -    93,200.    2,513,450.      MT  (+/- 180 meters Scaled)
 QD1494
 QD1494                          SUPERSEDED SURVEY CONTROL
 QD1494
 QD1494.No superseded survey control is available for this station.
 QD1494
 QD1494_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGQ121314(NAD 83)
 QD1494_MARKER: I = METAL ROD
 QD1494_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QD1494_SP_SET: STAINLESS STEEL ROD
 QD1494_STAMPING: F 787 1988
 QD1494_MARK LOGO: NGS   
 QD1494_PROJECTION: FLUSH
 QD1494_MAGNETIC: I = MARKER IS A STEEL ROD
 QD1494_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QD1494_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QD1494+SATELLITE: SATELLITE OBSERVATIONS - 1988
 QD1494_ROD/PIPE-DEPTH: 4.4  meters
 QD1494
 QD1494  HISTORY     - Date     Condition        Report By
 QD1494  HISTORY     - 1988     MONUMENTED       NGS
 QD1494
 QD1494                          STATION DESCRIPTION
 QD1494
 QD1494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 QD1494'14.7 KM (9.15 MI) WESTERLY ALONG U.S. HIGHWAY 26 FROM THE JUNCTION OF
 QD1494'STATE HIGHWAY 207 IN MITCHELL, THENCE 8.4 KM (5.20 MI) SOUTHWESTERLY
 QD1494'ALONG A GRAVELED ROAD, 0.5 KM (0.30 MI) NORTHWEST OF THE INTERSECTION
 QD1494'OF A DIRT CROSSROAD, 16.1 M (52.8 FT) NORTHWEST OF THE CENTER OF THE
 QD1494'ROAD, 8.3 M (27.2 FT) SOUTHEAST OF A PIPE EMBEDDED IN A LARGE BOULDER,
 QD1494'4.4 M (14.4 FT) NORTHWEST OF THE NORTHWEST END OF A PIPE CULVERT, 2.5
 QD1494'M (8.2 FT) SOUTHWEST OF THE CENTER OF A TRAIL, 0.3 M (1.0 FT) ABOVE
 QD1494'THE LEVEL OF THE ROAD, AND 0.3 M (1.0 FT) SOUTHEAST OF A WITNESS POST.
 QD1494'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0702 ***********************************************************************
 NY0702  DESIGNATION -  F 789
 NY0702  PID         -  NY0702
 NY0702  STATE/COUNTY-  OR/KLAMATH
 NY0702  USGS QUAD   -  FUEGO (1988)
 NY0702
 NY0702                         *CURRENT SURVEY CONTROL
 NY0702  ___________________________________________________________________
 NY0702* NAD 83(1986)-  42 48 29.     (N)    121 50 04.     (W)     SCALED    
 NY0702* NAVD 88     -      1380.419  (meters)    4528.92   (feet)  ADJUSTED  
 NY0702  ___________________________________________________________________
 NY0702  GEOID HEIGHT-         -21.92  (meters)                     GEOID03
 NY0702  DYNAMIC HT  -        1379.633 (meters)    4526.35  (feet)  COMP
 NY0702  MODELED GRAV-     980,002.8   (mgal)                       NAVD 88
 NY0702
 NY0702  VERT ORDER  -  FIRST     CLASS II
 NY0702
 NY0702.The horizontal coordinates were scaled from a topographic map and have
 NY0702.an estimated accuracy of +/- 6 seconds.
 NY0702
 NY0702.The orthometric height was determined by differential leveling
 NY0702.and adjusted in June 1991.
 NY0702
 NY0702.The geoid height was determined by GEOID03.
 NY0702
 NY0702.The dynamic height is computed by dividing the NAVD 88
 NY0702.geopotential number by the normal gravity value computed on the
 NY0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0702.degrees latitude (g = 980.6199 gals.).
 NY0702
 NY0702.The modeled gravity was interpolated from observed gravity values.
 NY0702
 NY0702;                    North         East    Units  Estimated Accuracy
 NY0702;SPC OR S     -   127,660.    1,390,860.      MT  (+/- 180 meters Scaled)
 NY0702
 NY0702                          SUPERSEDED SURVEY CONTROL
 NY0702
 NY0702.No superseded survey control is available for this station.
 NY0702
 NY0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN952401(NAD 83)
 NY0702_MARKER: I = METAL ROD
 NY0702_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NY0702_SP_SET: STAINLESS STEEL ROD
 NY0702_STAMPING: F 789 1988
 NY0702_MARK LOGO: NGS   
 NY0702_PROJECTION: FLUSH
 NY0702_MAGNETIC: I = MARKER IS A STEEL ROD
 NY0702_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NY0702+STABILITY: POSITION/ELEVATION WELL
 NY0702_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NY0702+SATELLITE: SATELLITE OBSERVATIONS - 1988
 NY0702_ROD/PIPE-DEPTH: 17.7 meters
 NY0702
 NY0702  HISTORY     - Date     Condition        Report By
 NY0702  HISTORY     - 1988     MONUMENTED       NGS
 NY0702
 NY0702                          STATION DESCRIPTION
 NY0702
 NY0702'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 NY0702'20.8 KM (12.90 MI) NORTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 NY0702'THE JUNCTION OF STATE HIGHWAY 422 IN CHILOQUIN, THENCE 1.6 KM
 NY0702'(1.00 MI) SOUTHWEST ALONG FOREST SERVICE ROAD NUMBER 43, THENCE 8.0 KM
 NY0702'(4.95 MI) NORTHERLY ALONG U.S. HIGHWAY 97, 29.5 M (96.8 FT) EAST OF
 NY0702'THE CENTERLINE OF THE HIGHWAY, 5.9 M (19.4 FT) NORTH OF THE CENTER OF
 NY0702'A DIRT ROAD LEADING EAST TO FUEGO, 0.3 M (1.0 FT) WEST OF A WITNESS
 NY0702'POST, AND LEVEL WITH THE HIGHWAY.   NOTE--ACCESS TO THE DATUM POINT
 NY0702'IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1255 ***********************************************************************
 QE1255  DESIGNATION -  F 79
 QE1255  PID         -  QE1255
 QE1255  STATE/COUNTY-  OR/LANE
 QE1255  USGS QUAD   -  HECETA HEAD (1984)
 QE1255
 QE1255                         *CURRENT SURVEY CONTROL
 QE1255  ___________________________________________________________________
 QE1255* NAD 83(1986)-  44 13 27.     (N)    124 06 34.     (W)     SCALED    
 QE1255* NAVD 88     -         8.148  (meters)      26.73   (feet)  ADJUSTED  
 QE1255  ___________________________________________________________________
 QE1255  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 QE1255  DYNAMIC HT  -           8.148 (meters)      26.73  (feet)  COMP
 QE1255  MODELED GRAV-     980,592.3   (mgal)                       NAVD 88
 QE1255
 QE1255  VERT ORDER  -  FIRST     CLASS II
 QE1255
 QE1255.The horizontal coordinates were scaled from a topographic map and have
 QE1255.an estimated accuracy of +/- 6 seconds.
 QE1255
 QE1255.The orthometric height was determined by differential leveling
 QE1255.and adjusted in June 1991.
 QE1255
 QE1255.The geoid height was determined by GEOID03.
 QE1255
 QE1255.The dynamic height is computed by dividing the NAVD 88
 QE1255.geopotential number by the normal gravity value computed on the
 QE1255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1255.degrees latitude (g = 980.6199 gals.).
 QE1255
 QE1255.The modeled gravity was interpolated from observed gravity values.
 QE1255
 QE1255;                    North         East    Units  Estimated Accuracy
 QE1255;SPC OR S     -   290,330.    1,211,660.      MT  (+/- 180 meters Scaled)
 QE1255
 QE1255                          SUPERSEDED SURVEY CONTROL
 QE1255
 QE1255  NGVD 29 (??/??/92)    7.114  (m)           23.34   (f) ADJ UNCH    1 2
 QE1255
 QE1255.Superseded values are not recommended for survey control.
 QE1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1255.See file dsdata.txt to determine how the superseded data were derived.
 QE1255
 QE1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP113973(NAD 83)
 QE1255_MARKER: DD = SURVEY DISK
 QE1255_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QE1255_SP_SET: ABUTMENT WALKWAY
 QE1255_STAMPING: F 79 1933
 QE1255_MARK LOGO: ORHD  
 QE1255_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE1255_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QE1255+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2007
 QE1255
 QE1255  HISTORY     - Date     Condition        Report By
 QE1255  HISTORY     - 1933     MONUMENTED       CGS
 QE1255  HISTORY     - 1988     GOOD             NGS
 QE1255  HISTORY     - 20070130 GOOD             DWELLM
 QE1255
 QE1255                          STATION DESCRIPTION
 QE1255
 QE1255'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 QE1255'6.8 MI S FROM YACHATS.
 QE1255'IN SIDEWALK AT NORTHEAST CORNER OF TEN MILE CREEK BRIDGE, ABOUT 18
 QE1255'INCHES FROM THE NORTHEAST END AND FROM THE OUTSIDE CURB.
 QE1255
 QE1255                          STATION RECOVERY (1988)
 QE1255
 QE1255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QE1255'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  25.1 KM
 QE1255'(15.60 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM ITS JUNCTION WITH
 QE1255'STATE HIGHWAY 34 IN WALDPORT, IN THE NORTHEAST ABUTMENT WALKWAY OF A
 QE1255'HIGHWAY BRIDGE SPANNING TENMILE CREEK, AND 4.2 M (13.8 FT) EAST OF
 QE1255'THE CENTERLINE OF THE HIGHWAY.  NOTE--THE BRIDGE ABUTMENT IS RESTING
 QE1255'ON BEDROCK.
 QE1255'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 QE1255
 QE1255                          STATION RECOVERY (2007)
 QE1255
 QE1255'RECOVERY NOTE BY D WELLMAN SURVEYING LLC 2007 (MJJ)
 QE1255'MARK FOUND IN GOOD CONDITION, BRIDGE MAY BE SUBJECT TO UPCOMING
 QE1255'RENOVATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0643 ***********************************************************************
 PB0643  DESIGNATION -  F 790
 PB0643  PID         -  PB0643
 PB0643  STATE/COUNTY-  OR/KLAMATH
 PB0643  USGS QUAD   -  MUTTONCHOP BUTTE (1967)
 PB0643
 PB0643                         *CURRENT SURVEY CONTROL
 PB0643  ___________________________________________________________________
 PB0643* NAD 83(1986)-  43 19 23.     (N)    121 46 11.     (W)     SCALED    
 PB0643* NAVD 88     -      1420.302  (meters)    4659.77   (feet)  ADJUSTED  
 PB0643  ___________________________________________________________________
 PB0643  GEOID HEIGHT-         -21.32  (meters)                     GEOID03
 PB0643  DYNAMIC HT  -        1419.539 (meters)    4657.27  (feet)  COMP
 PB0643  MODELED GRAV-     980,033.0   (mgal)                       NAVD 88
 PB0643
 PB0643  VERT ORDER  -  FIRST     CLASS II
 PB0643
 PB0643.The horizontal coordinates were scaled from a topographic map and have
 PB0643.an estimated accuracy of +/- 6 seconds.
 PB0643
 PB0643.The orthometric height was determined by differential leveling
 PB0643.and adjusted in June 1991.
 PB0643
 PB0643.The geoid height was determined by GEOID03.
 PB0643
 PB0643.The dynamic height is computed by dividing the NAVD 88
 PB0643.geopotential number by the normal gravity value computed on the
 PB0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0643.degrees latitude (g = 980.6199 gals.).
 PB0643
 PB0643.The modeled gravity was interpolated from observed gravity values.
 PB0643
 PB0643;                    North         East    Units  Estimated Accuracy
 PB0643;SPC OR S     -   184,780.    1,397,020.      MT  (+/- 180 meters Scaled)
 PB0643
 PB0643                          SUPERSEDED SURVEY CONTROL
 PB0643
 PB0643.No superseded survey control is available for this station.
 PB0643
 PB0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN997974(NAD 83)
 PB0643_MARKER: I = METAL ROD
 PB0643_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PB0643_SP_SET: STAINLESS STEEL ROD
 PB0643_STAMPING: F 790 1988
 PB0643_MARK LOGO: NGS   
 PB0643_PROJECTION: FLUSH
 PB0643_MAGNETIC: I = MARKER IS A STEEL ROD
 PB0643_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PB0643+STABILITY: POSITION/ELEVATION WELL
 PB0643_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PB0643+SATELLITE: SATELLITE OBSERVATIONS - 1988
 PB0643_ROD/PIPE-DEPTH: 5.1  meters
 PB0643
 PB0643  HISTORY     - Date     Condition        Report By
 PB0643  HISTORY     - 1988     MONUMENTED       NGS
 PB0643
 PB0643                          STATION DESCRIPTION
 PB0643
 PB0643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 PB0643'12.4 KM (7.70 MI) NORTHERLY ALONG U.S. HIGHWAY 97 FROM THE POST OFFICE
 PB0643'IN CHEMULT, 0.7 KM (0.45 MI) SOUTH OF THE INTERSECTION OF STATE
 PB0643'HIGHWAY 58, 23.5 M (77.1 FT) NORTHWEST OF THE CENTERLINE OF THE
 PB0643'HIGHWAY, 4.0 M (13.1 FT) SOUTHWEST OF THE CENTER OF A TRACK ROAD
 PB0643'LEADING NORTHWEST, 0.3 M (1.0 FT) SOUTHWEST OF A WITNESS POST, AND
 PB0643'LEVEL WITH THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 PB0643'5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0675 ***********************************************************************
 PB0675  DESIGNATION -  F 791
 PB0675  PID         -  PB0675
 PB0675  STATE/COUNTY-  OR/DESCHUTES
 PB0675  USGS QUAD   -  ANNS BUTTE (1981)
 PB0675
 PB0675                         *CURRENT SURVEY CONTROL
 PB0675  ___________________________________________________________________
 PB0675* NAD 83(1986)-  43 51 56.     (N)    121 24 01.     (W)     SCALED    
 PB0675* NAVD 88     -      1365.707  (meters)    4480.66   (feet)  ADJUSTED  
 PB0675  ___________________________________________________________________
 PB0675  GEOID HEIGHT-         -20.65  (meters)                     GEOID03
 PB0675  DYNAMIC HT  -        1365.085 (meters)    4478.62  (feet)  COMP
 PB0675  MODELED GRAV-     980,115.9   (mgal)                       NAVD 88
 PB0675
 PB0675  VERT ORDER  -  FIRST     CLASS II
 PB0675
 PB0675.The horizontal coordinates were scaled from a topographic map and have
 PB0675.an estimated accuracy of +/- 6 seconds.
 PB0675
 PB0675.The orthometric height was determined by differential leveling
 PB0675.and adjusted in June 1991.
 PB0675
 PB0675.The geoid height was determined by GEOID03.
 PB0675
 PB0675.The dynamic height is computed by dividing the NAVD 88
 PB0675.geopotential number by the normal gravity value computed on the
 PB0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0675.degrees latitude (g = 980.6199 gals.).
 PB0675
 PB0675.The modeled gravity was interpolated from observed gravity values.
 PB0675
 PB0675;                    North         East    Units  Estimated Accuracy
 PB0675;SPC OR S     -   244,660.    1,427,630.      MT  (+/- 180 meters Scaled)
 PB0675
 PB0675                          SUPERSEDED SURVEY CONTROL
 PB0675
 PB0675.No superseded survey control is available for this station.
 PB0675
 PB0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP285581(NAD 83)
 PB0675_MARKER: I = METAL ROD
 PB0675_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PB0675+WITH SETTING: INFORMATION.
 PB0675_SP_SET: METAL ROD DRIVEN INTO GROUND
 PB0675_STAMPING: F 791 1988
 PB0675_MARK LOGO: NGS   
 PB0675_MAGNETIC: I = MARKER IS A STEEL ROD
 PB0675_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PB0675_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PB0675+SATELLITE: SATELLITE OBSERVATIONS - 1988
 PB0675
 PB0675  HISTORY     - Date     Condition        Report By
 PB0675  HISTORY     - 1988     MONUMENTED       NGS
 PB0675
 PB0675                          STATION DESCRIPTION
 PB0675
 PB0675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 PB0675'21.0 KM (13.05 MI) NORTHERLY ALONG U.S. HIGHWAY 97 FROM THE POST
 PB0675'OFFICE IN LAPINE, THENCE 3.1 KM (1.95 MI) NORTHEAST ALONG THE OLD
 PB0675'ABANDONED HIGHWAY, A METAL ROD DRIVEN 1.5 METERS AND FLUSH WITH
 PB0675'GROUND, 5.9 M (19.4 FT) NORTHWEST OF THE CENTER OF THE OLD
 PB0675'HIGHWAY, 0.3 M (1.0 FT) SOUTHEAST OF A WITNESS POST, AND LEVEL WITH
 PB0675'THE OLD HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 PB0675'LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0592 ***********************************************************************
 RA0592  DESIGNATION -  F 83
 RA0592  PID         -  RA0592
 RA0592  STATE/COUNTY-  OR/WALLOWA
 RA0592  USGS QUAD   -  HICKS SPRING (1990)
 RA0592
 RA0592                         *CURRENT SURVEY CONTROL
 RA0592  ___________________________________________________________________
 RA0592* NAD 83(1986)-  45 33 36.     (N)    117 15 04.     (W)     SCALED    
 RA0592* NAVD 88     -      1280.705  (meters)    4201.78   (feet)  POSTED    
 RA0592  ___________________________________________________________________
 RA0592  GEOID HEIGHT-         -16.34  (meters)                     GEOID03
 RA0592  DYNAMIC HT  -        1280.350 (meters)    4200.61  (feet)  COMP
 RA0592  MODELED GRAV-     980,292.1   (mgal)                       NAVD 88
 RA0592
 RA0592  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 RA0592
 RA0592.The horizontal coordinates were scaled from a topographic map and have
 RA0592.an estimated accuracy of +/- 6 seconds.
 RA0592
 RA0592.The orthometric height was determined by differential leveling
 RA0592.and adjusted by the  in 1992.
 RA0592.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 RA0592.rate greater than 8.0 mm/km.
 RA0592
 RA0592.The geoid height was determined by GEOID03.
 RA0592
 RA0592.The dynamic height is computed by dividing the NAVD 88
 RA0592.geopotential number by the normal gravity value computed on the
 RA0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0592.degrees latitude (g = 980.6199 gals.).
 RA0592
 RA0592.The modeled gravity was interpolated from observed gravity values.
 RA0592
 RA0592;                    North         East    Units  Estimated Accuracy
 RA0592;SPC OR N     -   215,490.    2,753,570.      MT  (+/- 180 meters Scaled)
 RA0592
 RA0592                          SUPERSEDED SURVEY CONTROL
 RA0592
 RA0592  NGVD 29 (??/??/92) 1279.494  (m)         4197.81   (f) ADJ UNCH    2 0
 RA0592
 RA0592.Superseded values are not recommended for survey control.
 RA0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0592.See file dsdata.txt to determine how the superseded data were derived.
 RA0592
 RA0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML804451(NAD 83)
 RA0592_MARKER: DD = SURVEY DISK
 RA0592_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RA0592_STAMPING: F 83 1934
 RA0592_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RA0592
 RA0592  HISTORY     - Date     Condition        Report By
 RA0592  HISTORY     - 1934     MONUMENTED       ORDT
 RA0592  HISTORY     - 1934     GOOD             NGS
 RA0592  HISTORY     - 19870123 GOOD             USPSQD
 RA0592
 RA0592                          STATION DESCRIPTION
 RA0592
 RA0592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RA0592'10.4 MI N FROM ENTERPRISE.
 RA0592'10.4 MILE NORTH ALONG STATE HWY 3 FROM COURTHOUSE.  ALONG THE RIGHT OF
 RA0592'WAY OF STATE HWY 3, ON THE S.W. CORNER OF WEST HEADWALL OF CONCRETE
 RA0592'CULVERT, 9 FEET EAST OF ROW FENCE, 17 FEET WEST OF CENTER LINE OF
 RA0592'HIGHWAY, 4 FEET BELOW GRADE, APPROXIMATELY NORTH OF RANCH HOUSE OWNED
 RA0592'BY JORGENSEN BROTHERS.
 RA0592
 RA0592                          STATION RECOVERY (1987)
 RA0592
 RA0592'RECOVERY NOTE BY US POWER SQUADRON 1987 (DEK)
 RA0592'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0889 ***********************************************************************
 RA0889  DESIGNATION -  F 84
 RA0889  PID         -  RA0889
 RA0889  STATE/COUNTY-  OR/WALLOWA
 RA0889  USGS QUAD   -  WALLOWA (1984)
 RA0889
 RA0889                         *CURRENT SURVEY CONTROL
 RA0889  ___________________________________________________________________
 RA0889* NAD 83(1986)-  45 34 12.     (N)    117 31 32.     (W)     SCALED    
 RA0889* NAVD 88     -       892.020  (meters)    2926.57   (feet)  ADJUSTED  
 RA0889  ___________________________________________________________________
 RA0889  GEOID HEIGHT-         -17.02  (meters)                     GEOID03
 RA0889  DYNAMIC HT  -         891.826 (meters)    2925.93  (feet)  COMP
 RA0889  MODELED GRAV-     980,369.6   (mgal)                       NAVD 88
 RA0889
 RA0889  VERT ORDER  -  SECOND    CLASS 0
 RA0889
 RA0889.The horizontal coordinates were scaled from a topographic map and have
 RA0889.an estimated accuracy of +/- 6 seconds.
 RA0889
 RA0889.The orthometric height was determined by differential leveling
 RA0889.and adjusted in June 1991.
 RA0889
 RA0889.The geoid height was determined by GEOID03.
 RA0889
 RA0889.The dynamic height is computed by dividing the NAVD 88
 RA0889.geopotential number by the normal gravity value computed on the
 RA0889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0889.degrees latitude (g = 980.6199 gals.).
 RA0889
 RA0889.The modeled gravity was interpolated from observed gravity values.
 RA0889
 RA0889;                    North         East    Units  Estimated Accuracy
 RA0889;SPC OR N     -   215,780.    2,732,120.      MT  (+/- 180 meters Scaled)
 RA0889
 RA0889                          SUPERSEDED SURVEY CONTROL
 RA0889
 RA0889  NGVD 29 (??/??/92)  890.901  (m)         2922.90   (f) ADJ UNCH    2 0
 RA0889
 RA0889.Superseded values are not recommended for survey control.
 RA0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0889.See file dsdata.txt to determine how the superseded data were derived.
 RA0889
 RA0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML589464(NAD 83)
 RA0889_MARKER: DD = SURVEY DISK
 RA0889_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RA0889_SP_SET: BRIDGE
 RA0889_STAMPING: F 84 1934
 RA0889_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RA0889
 RA0889  HISTORY     - Date     Condition        Report By
 RA0889  HISTORY     - 1934     MONUMENTED       ORDT
 RA0889  HISTORY     - 1934     GOOD             NGS
 RA0889  HISTORY     - 1988     GOOD             USPSQD
 RA0889
 RA0889                          STATION DESCRIPTION
 RA0889
 RA0889'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RA0889'IN WALLOWA.
 RA0889'SET ON WEST END OF CONCRETE FOOT BRIDGE, WEST OF WALLOWA COUNTY
 RA0889'CREAMERY ASSOCIATION BUILDING, 20 FEET WEST OF FLAG POLE, 65 FEET WEST
 RA0889'OF THE CENTERLINE OF HIGHWAY.
 RA0889
 RA0889                          STATION RECOVERY (1988)
 RA0889
 RA0889'RECOVERY NOTE BY US POWER SQUADRON 1988 (RCC)
 RA0889'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0934 ***********************************************************************
 RA0934  DESIGNATION -  F 85
 RA0934  PID         -  RA0934
 RA0934  STATE/COUNTY-  OR/UNION
 RA0934  USGS QUAD   -  IMBLER (1994)
 RA0934
 RA0934                         *CURRENT SURVEY CONTROL
 RA0934  ___________________________________________________________________
 RA0934* NAD 83(1986)-  45 22 30.     (N)    117 59 28.     (W)     SCALED    
 RA0934* NAVD 88     -       837.640  (meters)    2748.16   (feet)  ADJUSTED  
 RA0934  ___________________________________________________________________
 RA0934  GEOID HEIGHT-         -17.92  (meters)                     GEOID03
 RA0934  DYNAMIC HT  -         837.447 (meters)    2747.52  (feet)  COMP
 RA0934  MODELED GRAV-     980,358.0   (mgal)                       NAVD 88
 RA0934
 RA0934  VERT ORDER  -  SECOND    CLASS 0
 RA0934
 RA0934.The horizontal coordinates were scaled from a topographic map and have
 RA0934.an estimated accuracy of +/- 6 seconds.
 RA0934
 RA0934.The orthometric height was determined by differential leveling
 RA0934.and adjusted in June 1991.
 RA0934
 RA0934.The geoid height was determined by GEOID03.
 RA0934
 RA0934.The dynamic height is computed by dividing the NAVD 88
 RA0934.geopotential number by the normal gravity value computed on the
 RA0934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0934.degrees latitude (g = 980.6199 gals.).
 RA0934
 RA0934.The modeled gravity was interpolated from observed gravity values.
 RA0934
 RA0934;                    North         East    Units  Estimated Accuracy
 RA0934;SPC OR N     -   192,880.    2,696,470.      MT  (+/- 180 meters Scaled)
 RA0934
 RA0934                          SUPERSEDED SURVEY CONTROL
 RA0934
 RA0934  NGVD 29 (??/??/92)  836.547  (m)         2744.57   (f) ADJ UNCH    2 0
 RA0934
 RA0934.Superseded values are not recommended for survey control.
 RA0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0934.See file dsdata.txt to determine how the superseded data were derived.
 RA0934
 RA0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML223250(NAD 83)
 RA0934_MARKER: DB = BENCH MARK DISK
 RA0934_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RA0934_SP_SET: MONUMENT
 RA0934_STAMPING: F 85 1934
 RA0934_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RA0934
 RA0934  HISTORY     - Date     Condition        Report By
 RA0934  HISTORY     - 1934     MONUMENTED       CGS
 RA0934  HISTORY     - 1972     GOOD             NGS
 RA0934
 RA0934                          STATION DESCRIPTION
 RA0934
 RA0934'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 RA0934'3.5 MI NE FROM ISLAND CITY.
 RA0934'3.5 MI. NORTHEAST OF ISLAND CITY REACHED FROM THE ISLAND CITY POST
 RA0934'OFFICE GO NORTHEAST ON STATE HIGHWAY 82 FOR 3.7 MILES TO THE MARK ON
 RA0934'THE RIGHT, 0.3 MILE NORTHEAST OF THE CONLEY RAILROAD SIDING, 0.15 MILE
 RA0934'NORTH OF HIGHWAY MILEPOST NO. 6, 115 FEET SOUTHWEST OF RAILROAD
 RA0934'MILEPOST NO. 6, 50 FEET WEST OF THE NEAREST RAIL OF THE RAILROAD
 RA0934'TRACKS, 32 FEET EAST OF THE CENTER OF STATE HIGHWAY 82, 1 FOOT WEST OF
 RA0934'THE RIGHT-OF-WAY FENCE LINE, AND 1 FOOT NORTH OF A METAL WITNESS POST
 RA0934'SET IN AN 8-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 1 INCH.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0787 ***********************************************************************
 RB0787  DESIGNATION -  F 86
 RB0787  PID         -  RB0787
 RB0787  STATE/COUNTY-  OR/MORROW
 RB0787  USGS QUAD   -  SKINNERS FORK (1968)
 RB0787
 RB0787                         *CURRENT SURVEY CONTROL
 RB0787  ___________________________________________________________________
 RB0787* NAD 83(1986)-  45 22 07.     (N)    119 26 21.     (W)     SCALED    
 RB0787* NAVD 88     -       733.482  (meters)    2406.43   (feet)  ADJUSTED  
 RB0787  ___________________________________________________________________
 RB0787  GEOID HEIGHT-         -20.50  (meters)                     GEOID03
 RB0787  DYNAMIC HT  -         733.319 (meters)    2405.90  (feet)  COMP
 RB0787  MODELED GRAV-     980,370.0   (mgal)                       NAVD 88
 RB0787
 RB0787  VERT ORDER  -  SECOND    CLASS 0
 RB0787
 RB0787.The horizontal coordinates were scaled from a topographic map and have
 RB0787.an estimated accuracy of +/- 6 seconds.
 RB0787
 RB0787.The orthometric height was determined by differential leveling
 RB0787.and adjusted in June 1991.
 RB0787
 RB0787.The geoid height was determined by GEOID03.
 RB0787
 RB0787.The dynamic height is computed by dividing the NAVD 88
 RB0787.geopotential number by the normal gravity value computed on the
 RB0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0787.degrees latitude (g = 980.6199 gals.).
 RB0787
 RB0787.The modeled gravity was interpolated from observed gravity values.
 RB0787
 RB0787;                    North         East    Units  Estimated Accuracy
 RB0787;SPC OR N     -   189,670.    2,583,100.      MT  (+/- 180 meters Scaled)
 RB0787
 RB0787                          SUPERSEDED SURVEY CONTROL
 RB0787
 RB0787  NGVD 29 (??/??/92)  732.366  (m)         2402.77   (f) ADJ UNCH    2 0
 RB0787
 RB0787.Superseded values are not recommended for survey control.
 RB0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0787.See file dsdata.txt to determine how the superseded data were derived.
 RB0787
 RB0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL089267(NAD 83)
 RB0787_MARKER: DB = BENCH MARK DISK
 RB0787_SETTING: 0 = UNSPECIFIED SETTING
 RB0787_STAMPING: F 86 1934
 RB0787_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RB0787
 RB0787  HISTORY     - Date     Condition        Report By
 RB0787  HISTORY     - 1934     MONUMENTED       CGS
 RB0787
 RB0787                          STATION DESCRIPTION
 RB0787
 RB0787'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RB0787'5.9 MI E FROM HEPPNER.
 RB0787'5.9 MI. EAST FROM COURT HOUSE.  ALONG STATE HIGHWAY NO. 74, 0.3 MILE
 RB0787'EAST OF RANCH HOUSE.  97 FEET WEST OF GATE TO FIELD ON SOUTH SIDE OF
 RB0787'HIGHWAY.  47 FEET SOUTH OF CENTER LINE OF HIGHWAY.  5 FEET EAST OF
 RB0787'TELEPHONE POLE.  13 FEET NORTH OF FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0867 ***********************************************************************
 RB0867  DESIGNATION -  F 87
 RB0867  PID         -  RB0867
 RB0867  STATE/COUNTY-  OR/MORROW
 RB0867  USGS QUAD   -  IONE NORTH (1968)
 RB0867
 RB0867                         *CURRENT SURVEY CONTROL
 RB0867  ___________________________________________________________________
 RB0867* NAD 83(1986)-  45 30 12.     (N)    119 48 13.     (W)     SCALED    
 RB0867* NAVD 88     -       344.059  (meters)    1128.80   (feet)  ADJUSTED  
 RB0867  ___________________________________________________________________
 RB0867  GEOID HEIGHT-         -21.29  (meters)                     GEOID03
 RB0867  DYNAMIC HT  -         344.027 (meters)    1128.70  (feet)  COMP
 RB0867  MODELED GRAV-     980,513.8   (mgal)                       NAVD 88
 RB0867
 RB0867  VERT ORDER  -  SECOND    CLASS 0
 RB0867
 RB0867.The horizontal coordinates were scaled from a topographic map and have
 RB0867.an estimated accuracy of +/- 6 seconds.
 RB0867
 RB0867.The orthometric height was determined by differential leveling
 RB0867.and adjusted in June 1991.
 RB0867
 RB0867.The geoid height was determined by GEOID03.
 RB0867
 RB0867.The dynamic height is computed by dividing the NAVD 88
 RB0867.geopotential number by the normal gravity value computed on the
 RB0867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0867.degrees latitude (g = 980.6199 gals.).
 RB0867
 RB0867.The modeled gravity was interpolated from observed gravity values.
 RB0867
 RB0867;                    North         East    Units  Estimated Accuracy
 RB0867;SPC OR N     -   204,330.    2,554,420.      MT  (+/- 180 meters Scaled)
 RB0867
 RB0867                          SUPERSEDED SURVEY CONTROL
 RB0867
 RB0867  NGVD 29 (??/??/92)  343.027  (m)         1125.41   (f) ADJ UNCH    2 0
 RB0867
 RB0867.Superseded values are not recommended for survey control.
 RB0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0867.See file dsdata.txt to determine how the superseded data were derived.
 RB0867
 RB0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKL809426(NAD 83)
 RB0867_MARKER: DD = SURVEY DISK
 RB0867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0867_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0867_STAMPING: F 87 1125 1927
 RB0867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0867+STABILITY: SURFACE MOTION
 RB0867
 RB0867  HISTORY     - Date     Condition        Report By
 RB0867  HISTORY     - 1927     MONUMENTED       PG+E
 RB0867  HISTORY     - 1959     GOOD             NGS
 RB0867
 RB0867                          STATION DESCRIPTION
 RB0867
 RB0867'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RB0867'1.3 MI E FROM IONE.
 RB0867'1.3 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 RB0867'IONE, ABOUT 0.13 MILE NORTH OF THE TRACK, 132.6 FEET WEST OF THE
 RB0867'NORTHWEST CORNER OF A SMALL GRAIN ELEVATOR, 30 FEET SOUTH OF THE
 RB0867'CENTER LINE OF STATE HIGHWAY 74, 28 FEET WEST OF A POWER POLE
 RB0867'SUPPORTING THREE TRANSFORMERS, 20 FEET WEST OF A FENCE CORNER, 1.4
 RB0867'FEET NORTH OF A FENCE, 1.1 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL
 RB0867'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 RB0867'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0608 ***********************************************************************
 QC0608  DESIGNATION -  F 89
 QC0608  PID         -  QC0608
 QC0608  STATE/COUNTY-  OR/WHEELER
 QC0608  USGS QUAD   -  KIMBERLY (1995)
 QC0608
 QC0608                         *CURRENT SURVEY CONTROL
 QC0608  ___________________________________________________________________
 QC0608* NAD 83(1986)-  44 52 23.     (N)    119 42 30.     (W)     SCALED    
 QC0608* NAVD 88     -       853.125  (meters)    2798.96   (feet)  ADJUSTED  
 QC0608  ___________________________________________________________________
 QC0608  GEOID HEIGHT-         -19.65  (meters)                     GEOID03
 QC0608  DYNAMIC HT  -         852.905 (meters)    2798.24  (feet)  COMP
 QC0608  MODELED GRAV-     980,330.9   (mgal)                       NAVD 88
 QC0608
 QC0608  VERT ORDER  -  SECOND    CLASS 0
 QC0608
 QC0608.The horizontal coordinates were scaled from a topographic map and have
 QC0608.an estimated accuracy of +/- 6 seconds.
 QC0608
 QC0608.The orthometric height was determined by differential leveling
 QC0608.and adjusted in June 1991.
 QC0608
 QC0608.The geoid height was determined by GEOID03.
 QC0608
 QC0608.The dynamic height is computed by dividing the NAVD 88
 QC0608.geopotential number by the normal gravity value computed on the
 QC0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0608.degrees latitude (g = 980.6199 gals.).
 QC0608
 QC0608.The modeled gravity was interpolated from observed gravity values.
 QC0608
 QC0608;                    North         East    Units  Estimated Accuracy
 QC0608;SPC OR N     -   134,360.    2,562,550.      MT  (+/- 180 meters Scaled)
 QC0608
 QC0608                          SUPERSEDED SURVEY CONTROL
 QC0608
 QC0608  NGVD 29 (??/??/92)  851.991  (m)         2795.24   (f) ADJ UNCH    2 0
 QC0608
 QC0608.Superseded values are not recommended for survey control.
 QC0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0608.See file dsdata.txt to determine how the superseded data were derived.
 QC0608
 QC0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKK860724(NAD 83)
 QC0608_MARKER: DB = BENCH MARK DISK
 QC0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0608_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QC0608_STAMPING: F 89 1934
 QC0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0608+STABILITY: SURFACE MOTION
 QC0608
 QC0608  HISTORY     - Date     Condition        Report By
 QC0608  HISTORY     - 1934     MONUMENTED       CGS
 QC0608  HISTORY     - 1962     GOOD             NGS
 QC0608
 QC0608                          STATION DESCRIPTION
 QC0608
 QC0608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 QC0608'7.3 MI N FROM SPRAY.
 QC0608'REACHED FROM THE POST OFFICE AT SPRAY GO EAST AND NORTH ON STATE
 QC0608'HIGHWAY 207 FOR ABOUT 7.3 MILES, AT THE NORTHWEST END OF A DIRT CUT,
 QC0608'40 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 30 FEET NORTHEAST
 QC0608'OF A METAL TUBE CULVERT UNDER THE HIGHWAY WITH A ROCK ABUTMENT, AND 1
 QC0608'FOOT SOUTHWEST OF A FENCE.  A STANDARD DISK SET IN THE TOP OF A
 QC0608'CONCRETE POST AND PROJECTING ABOUT 0.5 FOOT ABOVE THE SURFACE OF THE
 QC0608'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0453 ***********************************************************************
 NZ0453  DESIGNATION -  F 9
 NZ0453  PID         -  NZ0453
 NZ0453  STATE/COUNTY-  OR/DOUGLAS
 NZ0453  USGS QUAD   -  LIVE OAK MOUNTAIN (1990)
 NZ0453
 NZ0453                         *CURRENT SURVEY CONTROL
 NZ0453  ___________________________________________________________________
 NZ0453* NAD 83(1986)-  42 54 56.     (N)    123 31 06.     (W)     SCALED    
 NZ0453* NAVD 88     -       245.252  (meters)     804.63   (feet)  ADJUSTED  
 NZ0453  ___________________________________________________________________
 NZ0453  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 NZ0453  DYNAMIC HT  -         245.181 (meters)     804.40  (feet)  COMP
 NZ0453  MODELED GRAV-     980,326.7   (mgal)                       NAVD 88
 NZ0453
 NZ0453  VERT ORDER  -  FIRST     CLASS II
 NZ0453
 NZ0453.The horizontal coordinates were scaled from a topographic map and have
 NZ0453.an estimated accuracy of +/- 6 seconds.
 NZ0453
 NZ0453.The orthometric height was determined by differential leveling
 NZ0453.and adjusted in June 1991.
 NZ0453
 NZ0453.The geoid height was determined by GEOID03.
 NZ0453
 NZ0453.The dynamic height is computed by dividing the NAVD 88
 NZ0453.geopotential number by the normal gravity value computed on the
 NZ0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0453.degrees latitude (g = 980.6199 gals.).
 NZ0453
 NZ0453.The modeled gravity was interpolated from observed gravity values.
 NZ0453
 NZ0453;                    North         East    Units  Estimated Accuracy
 NZ0453;SPC OR S     -   143,170.    1,253,620.      MT  (+/- 180 meters Scaled)
 NZ0453
 NZ0453                          SUPERSEDED SURVEY CONTROL
 NZ0453
 NZ0453  NGVD 29 (??/??/92)  244.215  (m)          801.23   (f) ADJ UNCH    1 2
 NZ0453
 NZ0453.Superseded values are not recommended for survey control.
 NZ0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0453.See file dsdata.txt to determine how the superseded data were derived.
 NZ0453
 NZ0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN576515(NAD 83)
 NZ0453_MARKER: B = BOLT
 NZ0453_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NZ0453_SP_SET: CULVERT
 NZ0453_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0453
 NZ0453  HISTORY     - Date     Condition        Report By
 NZ0453  HISTORY     - UNK      MONUMENTED       CGS
 NZ0453  HISTORY     - 1954     GOOD             NGS
 NZ0453
 NZ0453                          STATION DESCRIPTION
 NZ0453
 NZ0453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NZ0453'4.7 MI NE FROM DADS CREEK.
 NZ0453'4.7 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 NZ0453'THE SECTION HOUSE AT DADS CREEK, 1.35 MILE SOUTHWEST OF BYERS SIDING,
 NZ0453'8 1/2 RAILS EAST OF BYERS ONE MILE SIGN, AT 18-INCH CORRUGATED METAL
 NZ0453'PIPE CULVERT 534.15, IN THE TOP OF THE NORTH CONCRETE HEAD WALL, 6.5
 NZ0453'FEET NORTH OF THE NORTH RAIL, 2.4 FEET WEST OF THE EAST END OF THE
 NZ0453'HEAD WALL, 0.7 FOOT WEST OF BENCH MARK FX 9 (SP), AND ABOUT 2 FEET
 NZ0453'LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0392 ***********************************************************************
 QC0392  DESIGNATION -  F 90
 QC0392  PID         -  QC0392
 QC0392  STATE/COUNTY-  OR/CROOK
 QC0392  USGS QUAD   -  SUPLEE (1992)
 QC0392
 QC0392                         *CURRENT SURVEY CONTROL
 QC0392  ___________________________________________________________________
 QC0392* NAD 83(1986)-  44 04 22.     (N)    119 40 58.     (W)     SCALED    
 QC0392* NAVD 88     -      1398.834  (meters)    4589.34   (feet)  ADJUSTED  
 QC0392  ___________________________________________________________________
 QC0392  GEOID HEIGHT-         -18.86  (meters)                     GEOID03
 QC0392  DYNAMIC HT  -        1398.198 (meters)    4587.25  (feet)  COMP
 QC0392  MODELED GRAV-     980,114.3   (mgal)                       NAVD 88
 QC0392
 QC0392  VERT ORDER  -  SECOND    CLASS 0
 QC0392
 QC0392.The horizontal coordinates were scaled from a topographic map and have
 QC0392.an estimated accuracy of +/- 6 seconds.
 QC0392
 QC0392.The orthometric height was determined by differential leveling
 QC0392.and adjusted in June 1991.
 QC0392
 QC0392.The geoid height was determined by GEOID03.
 QC0392
 QC0392.The dynamic height is computed by dividing the NAVD 88
 QC0392.geopotential number by the normal gravity value computed on the
 QC0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0392.degrees latitude (g = 980.6199 gals.).
 QC0392
 QC0392.The modeled gravity was interpolated from observed gravity values.
 QC0392
 QC0392;                    North         East    Units  Estimated Accuracy
 QC0392;SPC OR S     -   267,610.    1,565,470.      MT  (+/- 180 meters Scaled)
 QC0392
 QC0392                          SUPERSEDED SURVEY CONTROL
 QC0392
 QC0392  NGVD 29 (??/??/92) 1397.603  (m)         4585.30   (f) ADJ UNCH    2 0
 QC0392
 QC0392.Superseded values are not recommended for survey control.
 QC0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0392.See file dsdata.txt to determine how the superseded data were derived.
 QC0392
 QC0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKJ851834(NAD 83)
 QC0392_MARKER: DB = BENCH MARK DISK
 QC0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QC0392_STAMPING: F 90 1934
 QC0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0392+STABILITY: SURFACE MOTION
 QC0392
 QC0392  HISTORY     - Date     Condition        Report By
 QC0392  HISTORY     - 1934     MONUMENTED       CGS
 QC0392  HISTORY     - 1977     GOOD             USGS
 QC0392
 QC0392                          STATION DESCRIPTION
 QC0392
 QC0392'DESCRIBED BY US GEOLOGICAL SURVEY 1977
 QC0392'IN SUPLEE.
 QC0392'AT SUPLEE, CROOK COUNTY, AT THE JUNCTION OF THE IZEE RD.  PAULINA,
 QC0392'17.2 MILES E. OF ALONG THE ROAD TO IZEE, THENCE 0.7 MI. S. ALONG A
 QC0392'FARM ROAD, (0.3 MI NE OF SITE OF SUPLEE), 62 FEET SE OF ROAD, IN A
 QC0392'FENCE LINE 18 FEET SE OF FENCE CORNER, A STANDARD TABLET STAMPED F 90
 QC0392'1934 SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0059 ***********************************************************************
 PB0059  DESIGNATION -  F 91
 PB0059  PID         -  PB0059
 PB0059  STATE/COUNTY-  OR/LAKE
 PB0059  USGS QUAD   -  PETERS CREEK SINK (1982)
 PB0059
 PB0059                         *CURRENT SURVEY CONTROL
 PB0059  ___________________________________________________________________
 PB0059* NAD 83(1986)-  43 23 06.     (N)    120 32 12.     (W)     SCALED    
 PB0059* NAVD 88     -      1324.806  (meters)    4346.47   (feet)  ADJUSTED  
 PB0059  ___________________________________________________________________
 PB0059  GEOID HEIGHT-         -20.35  (meters)                     GEOID03
 PB0059  DYNAMIC HT  -        1324.128 (meters)    4344.24  (feet)  COMP
 PB0059  MODELED GRAV-     980,061.9   (mgal)                       NAVD 88
 PB0059
 PB0059  VERT ORDER  -  SECOND    CLASS 0
 PB0059
 PB0059.The horizontal coordinates were scaled from a topographic map and have
 PB0059.an estimated accuracy of +/- 6 seconds.
 PB0059
 PB0059.The orthometric height was determined by differential leveling
 PB0059.and adjusted in June 1991.
 PB0059
 PB0059.The geoid height was determined by GEOID03.
 PB0059
 PB0059.The dynamic height is computed by dividing the NAVD 88
 PB0059.geopotential number by the normal gravity value computed on the
 PB0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0059.degrees latitude (g = 980.6199 gals.).
 PB0059
 PB0059.The modeled gravity was interpolated from observed gravity values.
 PB0059
 PB0059;                    North         East    Units  Estimated Accuracy
 PB0059;SPC OR S     -   190,880.    1,497,030.      MT  (+/- 180 meters Scaled)
 PB0059
 PB0059                          SUPERSEDED SURVEY CONTROL
 PB0059
 PB0059  NGVD 29 (??/??/92) 1323.580  (m)         4342.45   (f) ADJ UNCH    2 0
 PB0059
 PB0059.Superseded values are not recommended for survey control.
 PB0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0059.See file dsdata.txt to determine how the superseded data were derived.
 PB0059
 PB0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP995065(NAD 83)
 PB0059_MARKER: DB = BENCH MARK DISK
 PB0059_SETTING: 0 = UNSPECIFIED SETTING
 PB0059_STAMPING: F 91 1934
 PB0059_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PB0059
 PB0059  HISTORY     - Date     Condition        Report By
 PB0059  HISTORY     - 1934     MONUMENTED       CGS
 PB0059
 PB0059                          STATION DESCRIPTION
 PB0059
 PB0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PB0059'14.0 MI NE FROM LAKE.
 PB0059'ALONG THE ROLYAT-STAUFFER-LAKE ROAD, FROM POST OFFICE, AT SECTION
 PB0059'CORNER WITH ROADS LEADING FOUR WAYS, 0.3 MILE WEST OF SMALL SHACK, 26
 PB0059'FEET N.W. OF THE CENTER OF THE INTERSECTION OF ROADS, 3 FEET NORTH OF
 PB0059'CORNER POST, 1 FOOT EAST OF FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0319 ***********************************************************************
 PB0319  DESIGNATION -  F 92
 PB0319  PID         -  PB0319
 PB0319  STATE/COUNTY-  OR/KLAMATH
 PB0319  USGS QUAD   -  BEAR BUTTE (1968)
 PB0319
 PB0319                         *CURRENT SURVEY CONTROL
 PB0319  ___________________________________________________________________
 PB0319* NAD 83(1986)-  43 05 46.     (N)    121 24 37.     (W)     SCALED    
 PB0319* NAVD 88     -      1544.539  (meters)    5067.38   (feet)  ADJUSTED  
 PB0319  ___________________________________________________________________
 PB0319  GEOID HEIGHT-         -21.14  (meters)                     GEOID03
 PB0319  DYNAMIC HT  -        1543.644 (meters)    5064.44  (feet)  COMP
 PB0319  MODELED GRAV-     979,985.8   (mgal)                       NAVD 88
 PB0319
 PB0319  VERT ORDER  -  SECOND    CLASS 0
 PB0319
 PB0319.The horizontal coordinates were scaled from a topographic map and have
 PB0319.an estimated accuracy of +/- 6 seconds.
 PB0319
 PB0319.The orthometric height was determined by differential leveling
 PB0319.and adjusted in June 1991.
 PB0319
 PB0319.The geoid height was determined by GEOID03.
 PB0319
 PB0319.The dynamic height is computed by dividing the NAVD 88
 PB0319.geopotential number by the normal gravity value computed on the
 PB0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0319.degrees latitude (g = 980.6199 gals.).
 PB0319
 PB0319.The modeled gravity was interpolated from observed gravity values.
 PB0319
 PB0319;                    North         East    Units  Estimated Accuracy
 PB0319;SPC OR S     -   159,190.    1,425,900.      MT  (+/- 180 meters Scaled)
 PB0319
 PB0319                          SUPERSEDED SURVEY CONTROL
 PB0319
 PB0319  NGVD 29 (??/??/92) 1543.258  (m)         5063.17   (f) ADJ UNCH    2 0
 PB0319
 PB0319.Superseded values are not recommended for survey control.
 PB0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0319.See file dsdata.txt to determine how the superseded data were derived.
 PB0319
 PB0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFN293727(NAD 83)
 PB0319_MARKER: DB = BENCH MARK DISK
 PB0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0319_STAMPING: F 92 1934
 PB0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0319+STABILITY: SURFACE MOTION
 PB0319
 PB0319  HISTORY     - Date     Condition        Report By
 PB0319  HISTORY     - 1934     MONUMENTED       CGS
 PB0319
 PB0319                          STATION DESCRIPTION
 PB0319
 PB0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PB0319'19.9 MI SW FROM SILVER LAKE.
 PB0319'19.9 MILES S.W. ALONG THE SILVER LAKE-KIRK ROAD FROM POST OFFICE.
 PB0319'ALONG THE SILVER LAKE-KIRK ROAD, 2.5 MILES S.W. OF BEAR FLAT SERVICE
 PB0319'STATION, 0.6 MILES S.W. OF FORK IN ROAD, AND SIGNS GIVING DIRECTIONS
 PB0319'TO KLAMATH MARSH, BEAVER MARSH AND BEAR FLAT, IN SMALL CLEARING IN
 PB0319'PINE FOREST, 27 FEET N.W. OF THE CENTERLINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0389 ***********************************************************************
 PB0389  DESIGNATION -  F 93
 PB0389  PID         -  PB0389
 PB0389  STATE/COUNTY-  OR/KLAMATH
 PB0389  USGS QUAD   -  CRESCENT LAKE (1981)
 PB0389
 PB0389                         *CURRENT SURVEY CONTROL
 PB0389  ___________________________________________________________________
 PB0389* NAD 83(1986)-  43 27 24.     (N)    121 52 40.     (W)     SCALED    
 PB0389* NAVD 88     -      1477.565  (meters)    4847.64   (feet)  ADJUSTED  
 PB0389  ___________________________________________________________________
 PB0389  GEOID HEIGHT-         -21.25  (meters)                     GEOID03
 PB0389  DYNAMIC HT  -        1476.792 (meters)    4845.11  (feet)  COMP
 PB0389  MODELED GRAV-     980,044.0   (mgal)                       NAVD 88
 PB0389
 PB0389  VERT ORDER  -  SECOND    CLASS 0
 PB0389
 PB0389.The horizontal coordinates were scaled from a topographic map and have
 PB0389.an estimated accuracy of +/- 6 seconds.
 PB0389
 PB0389.The orthometric height was determined by differential leveling
 PB0389.and adjusted in June 1991.
 PB0389
 PB0389.The geoid height was determined by GEOID03.
 PB0389
 PB0389.The dynamic height is computed by dividing the NAVD 88
 PB0389.geopotential number by the normal gravity value computed on the
 PB0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0389.degrees latitude (g = 980.6199 gals.).
 PB0389
 PB0389.The modeled gravity was interpolated from observed gravity values.
 PB0389
 PB0389;                    North         East    Units  Estimated Accuracy
 PB0389;SPC OR S     -   199,760.    1,388,510.      MT  (+/- 180 meters Scaled)
 PB0389
 PB0389                          SUPERSEDED SURVEY CONTROL
 PB0389
 PB0389  NGVD 29 (??/??/92) 1476.263  (m)         4843.37   (f) ADJ UNCH    2 0
 PB0389
 PB0389.Superseded values are not recommended for survey control.
 PB0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0389.See file dsdata.txt to determine how the superseded data were derived.
 PB0389
 PB0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP907121(NAD 83)
 PB0389_MARKER: DB = BENCH MARK DISK
 PB0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0389_STAMPING: F 93 1934
 PB0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0389+STABILITY: SURFACE MOTION
 PB0389
 PB0389  HISTORY     - Date     Condition        Report By
 PB0389  HISTORY     - 1934     MONUMENTED       CGS
 PB0389  HISTORY     - 1956     GOOD             ORDT
 PB0389
 PB0389                          STATION DESCRIPTION
 PB0389
 PB0389'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1956
 PB0389'8.3 MI SE FROM ODELL LAKE LODGE.
 PB0389'ABOUT 8.3 MILES SOUTHEAST ALONG THE WILLAMETTE HIGHWAY FROM ODELL LAKE
 PB0389'LODGE, KLAMATH COUNTY, 1.2 MILES NORTHWEST OF THE JUNCTION WITH THE
 PB0389'ROAD WEST TO WILLAMETTE PASS, 34 FEET SOUTHWEST OF THE CENTERLINE, AT
 PB0389'THE TOP OF A FLAT HILL, AND AT THE EDGE OF A GROWTH OF SMALL PINE
 PB0389'TREES.  A STANDARD DISK STAMPED F 93 1934 AND SET IN THE TOP OF A
 PB0389'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0957 ***********************************************************************
 QE0957  DESIGNATION -  F 95
 QE0957  PID         -  QE0957
 QE0957  STATE/COUNTY-  OR/LANE
 QE0957  USGS QUAD   -  NOTI (1984)
 QE0957
 QE0957                         *CURRENT SURVEY CONTROL
 QE0957  ___________________________________________________________________
 QE0957* NAD 83(1986)-  44 01 20.     (N)    123 28 44.     (W)     SCALED    
 QE0957* NAVD 88     -       166.740  (meters)     547.05   (feet)  ADJUSTED  
 QE0957  ___________________________________________________________________
 QE0957  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 QE0957  DYNAMIC HT  -         166.721 (meters)     546.98  (feet)  COMP
 QE0957  MODELED GRAV-     980,505.5   (mgal)                       NAVD 88
 QE0957
 QE0957  VERT ORDER  -  SECOND    CLASS 0
 QE0957
 QE0957.The horizontal coordinates were scaled from a topographic map and have
 QE0957.an estimated accuracy of +/- 6 seconds.
 QE0957
 QE0957.The orthometric height was determined by differential leveling
 QE0957.and adjusted in June 1991.
 QE0957
 QE0957.The geoid height was determined by GEOID03.
 QE0957
 QE0957.The dynamic height is computed by dividing the NAVD 88
 QE0957.geopotential number by the normal gravity value computed on the
 QE0957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0957.degrees latitude (g = 980.6199 gals.).
 QE0957
 QE0957.The modeled gravity was interpolated from observed gravity values.
 QE0957
 QE0957;                    North         East    Units  Estimated Accuracy
 QE0957;SPC OR S     -   265,920.    1,261,210.      MT  (+/- 180 meters Scaled)
 QE0957
 QE0957                          SUPERSEDED SURVEY CONTROL
 QE0957
 QE0957  NGVD 29 (??/??/92)  165.621  (m)          543.37   (f) ADJ UNCH    2 0
 QE0957
 QE0957.Superseded values are not recommended for survey control.
 QE0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0957.See file dsdata.txt to determine how the superseded data were derived.
 QE0957
 QE0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP616744(NAD 83)
 QE0957_MARKER: DB = BENCH MARK DISK
 QE0957_SETTING: 0 = UNSPECIFIED SETTING
 QE0957_STAMPING: F 95 1934
 QE0957_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0957
 QE0957  HISTORY     - Date     Condition        Report By
 QE0957  HISTORY     - 1934     MONUMENTED       CGS
 QE0957
 QE0957                          STATION DESCRIPTION
 QE0957
 QE0957'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QE0957'1.1 MI E FROM FLAGG.
 QE0957'1.1 MILES EAST ALONG S.P. RR, FROM SIGNBOARD.  ALONG THE RIGHT OF WAY
 QE0957'OF THE SOUTHERN PACIFIC RAILROAD, MARSHFIELD SUBDIVISION, 63 RAILS,
 QE0957'APPROXIMATELY 693 YARDS WEST OF MILE POST 670, 56 FEET NORTHEAST OF
 QE0957'PRIVATE ROAD CROSSING, 55 FEET NORTH OF TRACK, AND 4 FEET WEST OF
 QE0957'TELEGRAPH POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0662 ***********************************************************************
 RD0662  DESIGNATION -  F 96
 RD0662  PID         -  RD0662
 RD0662  STATE/COUNTY-  OR/WASHINGTON
 RD0662  USGS QUAD   -  BUXTON (1992)
 RD0662
 RD0662                         *CURRENT SURVEY CONTROL
 RD0662  ___________________________________________________________________
 RD0662* NAD 83(2007)-  45 40 29.63160(N)    123 10 41.06917(W)     ADJUSTED  
 RD0662* NAVD 88     -        74.597  (meters)     244.74   (feet)  ADJUSTED  
 RD0662  ___________________________________________________________________
 RD0662  EPOCH DATE  -        2007.00
 RD0662  X           -  -2,443,045.137 (meters)                     COMP
 RD0662  Y           -  -3,736,484.178 (meters)                     COMP
 RD0662  Z           -   4,540,110.527 (meters)                     COMP
 RD0662  LAPLACE CORR-         -13.25  (seconds)                    DEFLEC99
 RD0662  ELLIP HEIGHT-          52.757 (meters)          (02/10/07) ADJUSTED
 RD0662  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 RD0662  DYNAMIC HT  -          74.598 (meters)     244.74  (feet)  COMP
 RD0662
 RD0662  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 RD0662  Type    PID    Designation                      North   East  Ellip
 RD0662  -------------------------------------------------------------------
 RD0662  NETWORK RD0662 F 96                              1.12   0.82   3.57
 RD0662  -------------------------------------------------------------------
 RD0662  MODELED GRAV-     980,633.8   (mgal)                       NAVD 88
 RD0662
 RD0662  VERT ORDER  -  SECOND    CLASS 0
 RD0662
 RD0662.The horizontal coordinates were established by GPS observations
 RD0662.and adjusted by the National Geodetic Survey in February 2007.
 RD0662
 RD0662.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 RD0662.See www.ngs.noaa.gov/NationalReadjustment for more information.
 RD0662.The horizontal coordinates are valid at the epoch date displayed above.
 RD0662.The epoch date for horizontal control is a decimal equivalence
 RD0662.of Year/Month/Day.
 RD0662
 RD0662.The orthometric height was determined by differential leveling
 RD0662.and adjusted in June 1991.
 RD0662
 RD0662.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RD0662
 RD0662.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD0662
 RD0662.The ellipsoidal height was determined by GPS observations
 RD0662.and is referenced to NAD 83.
 RD0662
 RD0662.The geoid height was determined by GEOID03.
 RD0662
 RD0662.The dynamic height is computed by dividing the NAVD 88
 RD0662.geopotential number by the normal gravity value computed on the
 RD0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0662.degrees latitude (g = 980.6199 gals.).
 RD0662
 RD0662.The modeled gravity was interpolated from observed gravity values.
 RD0662
 RD0662;                    North         East     Units Scale Factor Converg.
 RD0662;SPC OR N     -   226,619.376 2,291,387.950   MT  0.99993359   -1 53 57.3
 RD0662;SPC OR N     -   743,501.89  7,517,677.00   iFT  0.99993359   -1 53 57.3
 RD0662;UTM  10      - 5,057,942.844   486,130.727   MT  0.99960236   -0 07 38.6
 RD0662
 RD0662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD0662!SPC OR N     -   0.99999173  x   0.99993359  =   0.99992532
 RD0662!UTM  10      -   0.99999173  x   0.99960236  =   0.99959409
 RD0662
 RD0662                          SUPERSEDED SURVEY CONTROL
 RD0662
 RD0662  NAD 83(1998)-  45 40 29.62949(N)    123 10 41.07122(W) AD(       ) B
 RD0662  ELLIP H (02/26/02)   52.762  (m)                       GP(       ) 3 2
 RD0662  NAVD 88 (02/26/02)   74.60   (m)          244.8    (f) LEVELING    3  
 RD0662  NGVD 29 (??/??/92)   73.525  (m)          241.22   (f) ADJ UNCH    2 0
 RD0662
 RD0662.Superseded values are not recommended for survey control.
 RD0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0662.See file dsdata.txt to determine how the superseded data were derived.
 RD0662
 RD0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR8613157943(NAD 83)
 RD0662_MARKER: DB = BENCH MARK DISK
 RD0662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0662_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0662_STAMPING: F 96 1934 241.223
 RD0662_MARK LOGO: CGS   
 RD0662_PROJECTION: PROJECTING 10 CENTIMETERS
 RD0662_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD0662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0662+STABILITY: SURFACE MOTION
 RD0662_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD0662+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2003
 RD0662
 RD0662  HISTORY     - Date     Condition        Report By
 RD0662  HISTORY     - 1934     MONUMENTED       CGS
 RD0662  HISTORY     - 1952     GOOD             NGS
 RD0662  HISTORY     - 1988     GOOD             USPSQD
 RD0662  HISTORY     - 20001010 GOOD             OR-067
 RD0662  HISTORY     - 20030925 GOOD             CH2M
 RD0662
 RD0662                          STATION DESCRIPTION
 RD0662
 RD0662'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 RD0662'1 MI NW FROM MANNING.
 RD0662'ABOUT 1.0 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM
 RD0662'MANNING, WASHINGTON COUNTY, 0.1 MILE NORTHEAST OF STATE HIGHWAY 2 AT
 RD0662'STATE HIGHWAY RIGHT OF WAY POST P.O.T. 1995 PLUS 00, ABOUT 550 FEET
 RD0662'SOUTHEAST OF RAILROAD MILE POST 780, 35 FEET SOUTHWEST OF THE CENTER
 RD0662'OF THE TRACK, AT ABANDONED PRIVATE ROAD CROSSING, AT NORTHWEST SIDE OF
 RD0662'GATE IN RIGHT OF WAY FENCE, 3 FEET NORTHWEST OF RAILROAD RIGHT OF WAY
 RD0662'SIGN, AND 1 FOOT NORTHEAST OF RIGHT OF WAY FENCE.  A STANDARD DISK SET
 RD0662'IN AN 8-INCH SQUARE CONCRETE POST PROJECTING 4 INCHES ABOVE THE
 RD0662'GROUND.  DISK STAMPED 241.223.
 RD0662
 RD0662                          STATION RECOVERY (1988)
 RD0662
 RD0662'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCC)
 RD0662'RECOVERED IN GOOD CONDITION.
 RD0662
 RD0662                          STATION RECOVERY (2000)
 RD0662
 RD0662'RECOVERY NOTE BY WASHINGTON COUNTY OREGON 2000 (RDS)
 RD0662'RECOVERED AS DESCRIBED
 RD0662'
 RD0662
 RD0662                          STATION RECOVERY (2003)
 RD0662
 RD0662'RECOVERY NOTE BY CH2M HILL INCORPORATED 2003 (KK)
 RD0662'MONUMENT FOUND IN HEAVY BRUSH
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1272 ***********************************************************************
 RD1272  DESIGNATION -  F 97
 RD1272  PID         -  RD1272
 RD1272  STATE/COUNTY-  OR/TILLAMOOK
 RD1272  USGS QUAD   -  FOLEY PEAK (1985)
 RD1272
 RD1272                         *CURRENT SURVEY CONTROL
 RD1272  ___________________________________________________________________
 RD1272* NAD 83(1986)-  45 41 44.     (N)    123 47 28.     (W)     SCALED    
 RD1272* NAVD 88     -        15.446  (meters)      50.68   (feet)  ADJUSTED  
 RD1272  ___________________________________________________________________
 RD1272  GEOID HEIGHT-         -21.76  (meters)                     GEOID03
 RD1272  DYNAMIC HT  -          15.447 (meters)      50.68  (feet)  COMP
 RD1272  MODELED GRAV-     980,676.6   (mgal)                       NAVD 88
 RD1272
 RD1272  VERT ORDER  -  SECOND    CLASS 0
 RD1272
 RD1272.The horizontal coordinates were scaled from a topographic map and have
 RD1272.an estimated accuracy of +/- 6 seconds.
 RD1272
 RD1272.The orthometric height was determined by differential leveling
 RD1272.and adjusted in June 1991.
 RD1272
 RD1272.The geoid height was determined by GEOID03.
 RD1272
 RD1272.The dynamic height is computed by dividing the NAVD 88
 RD1272.geopotential number by the normal gravity value computed on the
 RD1272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1272.degrees latitude (g = 980.6199 gals.).
 RD1272
 RD1272.The modeled gravity was interpolated from observed gravity values.
 RD1272
 RD1272;                    North         East    Units  Estimated Accuracy
 RD1272;SPC OR N     -   230,680.    2,243,750.      MT  (+/- 180 meters Scaled)
 RD1272
 RD1272                          SUPERSEDED SURVEY CONTROL
 RD1272
 RD1272  NGVD 29 (??/??/92)   14.378  (m)           47.17   (f) ADJ UNCH    2 0
 RD1272
 RD1272.Superseded values are not recommended for survey control.
 RD1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1272.See file dsdata.txt to determine how the superseded data were derived.
 RD1272
 RD1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR384605(NAD 83)
 RD1272_MARKER: DB = BENCH MARK DISK
 RD1272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD1272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD1272_STAMPING: F 97 1934
 RD1272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD1272+STABILITY: SURFACE MOTION
 RD1272
 RD1272  HISTORY     - Date     Condition        Report By
 RD1272  HISTORY     - 1934     MONUMENTED       CGS
 RD1272  HISTORY     - 1982     MARK NOT FOUND   USGS
 RD1272
 RD1272                          STATION DESCRIPTION
 RD1272
 RD1272'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RD1272'IN LYNBROOK.
 RD1272'ALONG THE SOUTHERN PACIFIC R.R., 1.5 FEET WEST OF THE S.W. CORNER OF
 RD1272'RAILROAD STATION, AT MILEAGE 826.7, 16 FEET NORTH OF TRACK.
 RD1272
 RD1272                          STATION RECOVERY (1982)
 RD1272
 RD1272'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 RD1272'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0818 ***********************************************************************
 RD0818  DESIGNATION -  F 98
 RD0818  PID         -  RD0818
 RD0818  STATE/COUNTY-  OR/WASHINGTON
 RD0818  USGS QUAD   -  BUXTON (1992)
 RD0818
 RD0818                         *CURRENT SURVEY CONTROL
 RD0818  ___________________________________________________________________
 RD0818* NAD 83(1986)-  45 43 22.     (N)    123 12 00.     (W)     SCALED    
 RD0818* NAVD 88     -       162.292  (meters)     532.45   (feet)  ADJUSTED  
 RD0818  ___________________________________________________________________
 RD0818  GEOID HEIGHT-         -21.62  (meters)                     GEOID03
 RD0818  DYNAMIC HT  -         162.295 (meters)     532.46  (feet)  COMP
 RD0818  MODELED GRAV-     980,635.2   (mgal)                       NAVD 88
 RD0818
 RD0818  VERT ORDER  -  SECOND    CLASS 0
 RD0818
 RD0818.The horizontal coordinates were scaled from a topographic map and have
 RD0818.an estimated accuracy of +/- 6 seconds.
 RD0818
 RD0818.The orthometric height was determined by differential leveling
 RD0818.and adjusted in June 1991.
 RD0818
 RD0818.The geoid height was determined by GEOID03.
 RD0818
 RD0818.The dynamic height is computed by dividing the NAVD 88
 RD0818.geopotential number by the normal gravity value computed on the
 RD0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0818.degrees latitude (g = 980.6199 gals.).
 RD0818
 RD0818.The modeled gravity was interpolated from observed gravity values.
 RD0818
 RD0818;                    North         East    Units  Estimated Accuracy
 RD0818;SPC OR N     -   232,000.    2,289,860.      MT  (+/- 180 meters Scaled)
 RD0818
 RD0818                          SUPERSEDED SURVEY CONTROL
 RD0818
 RD0818  NGVD 29 (??/??/92)  161.213  (m)          528.91   (f) ADJ UNCH    2 0
 RD0818
 RD0818.Superseded values are not recommended for survey control.
 RD0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0818.See file dsdata.txt to determine how the superseded data were derived.
 RD0818
 RD0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR844632(NAD 83)
 RD0818_MARKER: DB = BENCH MARK DISK
 RD0818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0818_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0818_STAMPING: F 98 1934
 RD0818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0818+STABILITY: SURFACE MOTION
 RD0818
 RD0818  HISTORY     - Date     Condition        Report By
 RD0818  HISTORY     - 1934     MONUMENTED       CGS
 RD0818  HISTORY     - 1961     GOOD             NGS
 RD0818  HISTORY     - 1988     GOOD             USPSQD
 RD0818  HISTORY     - 1989     GOOD             USPSQD
 RD0818
 RD0818                          STATION DESCRIPTION
 RD0818
 RD0818'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RD0818'2.4 MI N FROM BUXTON.
 RD0818'FROM THE SPOKANE, PORTLAND AND SEATTLE RAILWAY SIDELINE AT BUXTON GO
 RD0818'NORTH ON STATE HIGHWAY 47 FOR 2.4 MILE TO A T ROAD ON THE LEFT, THE
 RD0818'BENCH MARK IS 35 YARDS NORTH OF THIS SIDE ROAD, 27 FEET WEST OF THE
 RD0818'CENTER LINE OF STATE HIGHWAY 47, 4 FEET SOUTHWEST OF A HIGHWAY RIGHT
 RD0818'OF WAY POST, AND 1 FOOT SOUTH OF A METAL WITNESS POST.  A STANDARD
 RD0818'DISK SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
 RD0818'NOTE-- FROM SPOKANE, PORTLAND AND SEATTLE RAILWAY SIDELINE AT BUXTON
 RD0818'SHOULD BE CHANGED TO READ-- FROM THE SOUTHERN RAILROAD SIDING AT
 RD0818'BUXTON.
 RD0818
 RD0818                          STATION RECOVERY (1988)
 RD0818
 RD0818'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCC)
 RD0818'RECOVERED IN GOOD CONDITION.
 RD0818
 RD0818                          STATION RECOVERY (1989)
 RD0818
 RD0818'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RD0818'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0717 ***********************************************************************
 QE0717  DESIGNATION -  F 99
 QE0717  PID         -  QE0717
 QE0717  STATE/COUNTY-  OR/POLK
 QE0717  USGS QUAD   -  MONMOUTH (1986)
 QE0717
 QE0717                         *CURRENT SURVEY CONTROL
 QE0717  ___________________________________________________________________
 QE0717* NAD 83(1986)-  44 51 03.     (N)    123 11 47.     (W)     SCALED    
 QE0717* NAVD 88     -        53.454  (meters)     175.37   (feet)  ADJUSTED  
 QE0717  ___________________________________________________________________
 QE0717  GEOID HEIGHT-         -22.54  (meters)                     GEOID03
 QE0717  DYNAMIC HT  -          53.452 (meters)     175.37  (feet)  COMP
 QE0717  MODELED GRAV-     980,575.1   (mgal)                       NAVD 88
 QE0717
 QE0717  VERT ORDER  -  SECOND    CLASS 0
 QE0717
 QE0717.The horizontal coordinates were scaled from a topographic map and have
 QE0717.an estimated accuracy of +/- 6 seconds.
 QE0717
 QE0717.The orthometric height was determined by differential leveling
 QE0717.and adjusted in June 1991.
 QE0717
 QE0717.The geoid height was determined by GEOID03.
 QE0717
 QE0717.The dynamic height is computed by dividing the NAVD 88
 QE0717.geopotential number by the normal gravity value computed on the
 QE0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0717.degrees latitude (g = 980.6199 gals.).
 QE0717
 QE0717.The modeled gravity was interpolated from observed gravity values.
 QE0717
 QE0717;                    North         East    Units  Estimated Accuracy
 QE0717;SPC OR N     -   135,140.    2,286,910.      MT  (+/- 180 meters Scaled)
 QE0717
 QE0717                          SUPERSEDED SURVEY CONTROL
 QE0717
 QE0717  NGVD 29 (??/??/92)   52.437  (m)          172.04   (f) ADJ UNCH    2 0
 QE0717
 QE0717.Superseded values are not recommended for survey control.
 QE0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0717.See file dsdata.txt to determine how the superseded data were derived.
 QE0717
 QE0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ844663(NAD 83)
 QE0717_MARKER: DB = BENCH MARK DISK
 QE0717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0717_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0717_STAMPING: F 99 1934
 QE0717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0717+STABILITY: SURFACE MOTION
 QE0717
 QE0717  HISTORY     - Date     Condition        Report By
 QE0717  HISTORY     - 1934     MONUMENTED       CGS
 QE0717  HISTORY     - 1968     GOOD             NGS
 QE0717  HISTORY     - 1972     MARK NOT FOUND   NGS
 QE0717
 QE0717                          STATION DESCRIPTION
 QE0717
 QE0717'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 QE0717'IN INDEPENDENCE.
 QE0717'IN THE WEST PART OF INDEPENDENCE, AT THE CROSSING OF THE VALLEY AND
 QE0717'SILETZ RAILROAD AND MONMOUTH STREET, 48 FEET SOUTH OF THE CENTER OF
 QE0717'MONMOUTH STREET, 38 FEET WEST OF THE NEAREST RAIL, 22 FEET WEST OF THE
 QE0717'CENTER OF NINTH STREET, 15 FEET SOUTH OF THE SOUTH EDGE OF THE
 QE0717'SIDEWALK AND 12.5 FEET SOUTH OF A STOP SIGN SET IN AN 8-INCH SQUARE
 QE0717'CONCRETE MONUMENT THAT PROJECTS 3 INCHES.
 QE0717
 QE0717                          STATION RECOVERY (1972)
 QE0717
 QE0717'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 QE0717'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1349 ***********************************************************************
 NZ1349  DESIGNATION -  FAA 3S8 A
 NZ1349  PID         -  NZ1349
 NZ1349  STATE/COUNTY-  OR/JOSEPHINE
 NZ1349  USGS QUAD   -  MERLIN (1986)
 NZ1349
 NZ1349                         *CURRENT SURVEY CONTROL
 NZ1349  ___________________________________________________________________
 NZ1349* NAD 83(1991)-  42 30 38.68637(N)    123 23 22.71244(W)     ADJUSTED  
 NZ1349* NAVD 88     -       337.4    (meters)    1107.     (feet)  VERTCON   
 NZ1349  ___________________________________________________________________
 NZ1349  X           -  -2,591,547.558 (meters)                     COMP
 NZ1349  Y           -  -3,931,834.610 (meters)                     COMP
 NZ1349  Z           -   4,287,806.430 (meters)                     COMP
 NZ1349  LAPLACE CORR-           4.38  (seconds)                    DEFLEC99
 NZ1349  ELLIP HEIGHT-         313.248 (meters)          (12/23/92) ADJUSTED
 NZ1349  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 NZ1349  HORZ ORDER  -  THIRD
 NZ1349  ELLP ORDER  -  FOURTH    CLASS II
 NZ1349
 NZ1349.The horizontal coordinates were established by GPS observations
 NZ1349.and adjusted by the National Geodetic Survey in December 1992.
 NZ1349
 NZ1349.The NAVD 88 height was computed by applying the VERTCON shift value to
 NZ1349.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NZ1349
 NZ1349.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NZ1349
 NZ1349.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ1349
 NZ1349.The ellipsoidal height was determined by GPS observations
 NZ1349.and is referenced to NAD 83.
 NZ1349
 NZ1349.The geoid height was determined by GEOID03.
 NZ1349
 NZ1349;                    North         East     Units Scale Factor Converg.
 NZ1349;SPC OR S     -    97,860.126 1,262,571.539   MT  0.99996004   -1 58 37.0
 NZ1349;SPC OR S     -   321,063.41  4,142,295.08   iFT  0.99996004   -1 58 37.0
 NZ1349;UTM  10      - 4,706,559.874   467,990.056   MT  0.99961261   -0 15 47.9
 NZ1349
 NZ1349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NZ1349!SPC OR S     -   0.99995087  x   0.99996004  =   0.99991092
 NZ1349!UTM  10      -   0.99995087  x   0.99961261  =   0.99956350
 NZ1349
 NZ1349:                Primary Azimuth Mark                     Grid Az
 NZ1349:SPC OR S     -  FAA 3S8 B                                143 01 22.3
 NZ1349:UTM  10      -  FAA 3S8 B                                141 18 33.2
 NZ1349
 NZ1349|---------------------------------------------------------------------|
 NZ1349| PID    Reference Object                     Distance      Geod. Az  |
 NZ1349|                                                           dddmmss.s |
 NZ1349| NZ1350 FAA 3S8 B                           APPROX. 0.7 KM 1410245.3 |
 NZ1349|---------------------------------------------------------------------|
 NZ1349
 NZ1349                          SUPERSEDED SURVEY CONTROL
 NZ1349
 NZ1349  NGVD 29 (12/23/92)  336.4    (m)         1104.     (f) GPS OBS     3  
 NZ1349
 NZ1349.Superseded values are not recommended for survey control.
 NZ1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1349.See file dsdata.txt to determine how the superseded data were derived.
 NZ1349
 NZ1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN6799006560(NAD 83)
 NZ1349_MARKER: I = METAL ROD
 NZ1349_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NZ1349_SP_SET: STAINLESS STEEL ROD
 NZ1349_STAMPING: FAA 3S8 A 1992
 NZ1349_MARK LOGO: NGS   
 NZ1349_PROJECTION: FLUSH
 NZ1349_MAGNETIC: N = NO MAGNETIC MATERIAL
 NZ1349_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NZ1349_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NZ1349+SATELLITE: SATELLITE OBSERVATIONS - 1992
 NZ1349_ROD/PIPE-DEPTH: 6.3  meters
 NZ1349
 NZ1349  HISTORY     - Date     Condition        Report By
 NZ1349  HISTORY     - 1992     MONUMENTED       NGS
 NZ1349
 NZ1349                          STATION DESCRIPTION
 NZ1349
 NZ1349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 NZ1349'STATION IS LOCATED ABOUT 6 KM (3.7 MI) NORTH OF GRANTS PASS, 2 KM
 NZ1349'(1.2 MI) EAST OF MERLIN, AT THE JOSEPHINE COUNTY AIRPORT, AT THE
 NZ1349'NORTHWEST END OF A GRASSY MEDIAN SEGMENT BETWEEN THE PARALLEL TAXI
 NZ1349'AND THE APRON, AT A CONNECTOR, ACROSS FROM HANGAR F.
 NZ1349'OWNERSHIP--JOSEPHINE COUNTY, JOSEPHINE COUNTY COURTHOUSE, GRANTS
 NZ1349'PASS, OR 97526.  AIRPORT MANAGER IS ROBERT C. PYATT, PHONE
 NZ1349'503-474-5290 OR 5285.
 NZ1349'TO REACH FROM THE UNDERPASS AT THE MERLIN INTERCHANGE ON INTERSTATE
 NZ1349'HIGHWAY 5 (EXIT 61), GO SOUTHWEST ON THE MERLIN-GALICE ROAD FOR 0.34
 NZ1349'KM (0.21 MI) TO A CROSSROAD.  TURN RIGHT, NORTHWEST, ON MONUMENT
 NZ1349'DRIVE FOR 0.89 KM (0.55 MI) TO A PAVED ROAD LEFT.  TURN LEFT,
 NZ1349'WEST, ON BROOKSIDE BOULEVARD FOR 1.64 KM (1.02 MI) TO A ROAD CURVE
 NZ1349'LEFT AND PAVED LANE RIGHT.  TURN RIGHT, NORTHEAST, FOR 0.03 KM
 NZ1349'(0.02 MI) TO PARKING AREA AND AIRPORT OFFICE ON THE RIGHT.  TURN
 NZ1349'LEFT, NORTHWEST, ON PAVEMENT FOR 0.03 KM (0.02 MI) A LOCKED GATE.
 NZ1349'PASS THROUGH GATE, THEN TURN RIGHT BETWEEN HANGARS FOR 0.08 KM
 NZ1349'(0.05 MI) TO THE APRON. TURN LEFT, NORTHWEST, ON APRON FOR 0.07 KM
 NZ1349'(0.04 MI) TO A CONNECTOR AND STATION ON THE RIGHT.
 NZ1349'STATION MARK IS A PUNCH HOLE TOP CENTER ON A STAINLESS STEEL ROD IN A
 NZ1349'2.5 CM GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE
 NZ1349'WITH A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT
 NZ1349'IS 11.6 M (38.1 FT) SOUTHWEST FROM THE TAXI CENTER, 14.0 M
 NZ1349'(45.9 FT) NORTHWEST FROM THE CONNECTOR CENTER, 14.3 M (46.9 FT)
 NZ1349'NORTHEAST FROM THE APRON EDGE, 8.9 M (29.2 FT) WEST FROM THE
 NZ1349'CURVED PAVEMENT EDGE, AND 1.0 M (3.3 FT) NORTHWEST OF A CARSONITE
 NZ1349'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2742 ***********************************************************************
 QE2742  DESIGNATION -  FAA 7S5 A
 QE2742  PID         -  QE2742
 QE2742  STATE/COUNTY-  OR/POLK
 QE2742  USGS QUAD   -  MONMOUTH (1986)
 QE2742
 QE2742                         *CURRENT SURVEY CONTROL
 QE2742  ___________________________________________________________________
 QE2742* NAD 83(1991)-  44 51 56.08212(N)    123 11 52.05329(W)     ADJUSTED  
 QE2742* NAVD 88     -        53.8    (meters)     177.     (feet)  VERTCON   
 QE2742  ___________________________________________________________________
 QE2742  X           -  -2,479,309.942 (meters)                     COMP
 QE2742  Y           -  -3,789,101.328 (meters)                     COMP
 QE2742  Z           -   4,476,795.163 (meters)                     COMP
 QE2742  LAPLACE CORR-          -6.70  (seconds)                    DEFLEC99
 QE2742  ELLIP HEIGHT-          31.378 (meters)          (12/23/92) ADJUSTED
 QE2742  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 QE2742  HORZ ORDER  -  THIRD
 QE2742  ELLP ORDER  -  FOURTH    CLASS II
 QE2742
 QE2742.The horizontal coordinates were established by GPS observations
 QE2742.and adjusted by the National Geodetic Survey in December 1992.
 QE2742
 QE2742.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE2742.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE2742
 QE2742.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QE2742
 QE2742.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2742
 QE2742.The ellipsoidal height was determined by GPS observations
 QE2742.and is referenced to NAD 83.
 QE2742
 QE2742.The geoid height was determined by GEOID03.
 QE2742
 QE2742;                    North         East     Units Scale Factor Converg.
 QE2742;SPC OR N     -   136,783.843 2,286,849.939   MT  0.99990851   -1 54 47.7
 QE2742;SPC OR N     -   448,765.89  7,502,788.51   iFT  0.99990851   -1 54 47.7
 QE2742;UTM  10      - 4,968,037.063   484,374.511   MT  0.99960300   -0 08 22.3
 QE2742
 QE2742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2742!SPC OR N     -   0.99999508  x   0.99990851  =   0.99990359
 QE2742!UTM  10      -   0.99999508  x   0.99960300  =   0.99959808
 QE2742
 QE2742:                Primary Azimuth Mark                     Grid Az
 QE2742:SPC OR N     -  FAA 7S5 B                                001 45 46.7
 QE2742:UTM  10      -  FAA 7S5 B                                359 59 21.3
 QE2742
 QE2742|---------------------------------------------------------------------|
 QE2742| PID    Reference Object                     Distance      Geod. Az  |
 QE2742|                                                           dddmmss.s |
 QE2742| QE2743 FAA 7S5 B                           APPROX. 0.6 KM 3595059.0 |
 QE2742|---------------------------------------------------------------------|
 QE2742
 QE2742                          SUPERSEDED SURVEY CONTROL
 QE2742
 QE2742  NGVD 29 (12/23/92)   52.8    (m)          173.     (f) GPS OBS     3  
 QE2742
 QE2742.Superseded values are not recommended for survey control.
 QE2742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2742.See file dsdata.txt to determine how the superseded data were derived.
 QE2742
 QE2742_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ8437568037(NAD 83)
 QE2742_MARKER: I = METAL ROD
 QE2742_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QE2742_SP_SET: STAINLESS STEEL ROD
 QE2742_STAMPING: FAA 7S5 B 1992
 QE2742_MARK LOGO: NGS   
 QE2742_PROJECTION: FLUSH
 QE2742_MAGNETIC: N = NO MAGNETIC MATERIAL
 QE2742_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE2742_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QE2742+SATELLITE: SATELLITE OBSERVATIONS - 1992
 QE2742_ROD/PIPE-DEPTH: 7.01 meters
 QE2742
 QE2742  HISTORY     - Date     Condition        Report By
 QE2742  HISTORY     - 1992     MONUMENTED       NGS
 QE2742
 QE2742                          STATION DESCRIPTION
 QE2742
 QE2742'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 QE2742'STATION IS LOCATED ABOUT 15 KM (9.3 MI) SOUTHWEST OF SALEM, 2 KM
 QE2742'(1.2 MI) NORTHWEST OF INDEPENDENCE, AT THE INDEPENDENCE STATE
 QE2742'AIRPORT, AT THE NORTH END OF THE GRASS MEDIAN BETWEEN THE RUNWAY AND
 QE2742'THE PARALLEL TAXI.  OWNERSHIP--STATE AERONAUTICAL DIVISION, 3040 25TH
 QE2742'STREET SE, SALEM, OR 97302.  FBO IS DON THOMSON, PHONE 503-838-0313.
 QE2742'TO REACH FROM THE JUNCTION OF MAIN AND MONUMENT STREETS (AT FLASHING
 QE2742'LIGHT) IN INDEPENDENCE (HIGHWAY 51 TURNS AT THIS INTERSECTION), GO
 QE2742'NORTH ON STATE HIGHWAY 51 FOR 1.04 KM (0.65 MI) TO A CROSS STREET.
 QE2742'TURN LEFT, WEST, ON POLK STREET (BECOMES HOFFMAN ROAD) FOR 0.90 KM
 QE2742'(0.56 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT, NORTH, ON THE
 QE2742'AIRPORT ENTRANCE ROAD FOR 0.45 KM (0.28 MI) TO ROAD END AT PARKING
 QE2742'LOT AND GATE ON THE LEFT (LOCKED AFTER HOURS).  TURN LEFT, WEST,
 QE2742'THROUGH GATE, ON PAVEMENT FOR 0.14 KM (0.09 MI) TO THE PARALLEL
 QE2742'TAXI.  TURN RIGHT, NORTH, FOR 0.55 KM (0.34 MI) TO THE STATION ON
 QE2742'THE LEFT.
 QE2742'STATION MARK IS A PUNCH HOLE TOP CENTER ON A STAINLESS STEEL ROD IN A
 QE2742'2.5 CM GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE
 QE2742'WITH A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT
 QE2742'IS 35.2 M (115.5 FT) EAST FROM THE RUNWAY CENTER, 11.3 M
 QE2742'(37.1 FT) WEST FROM THE TAXI CENTER, 9.8 M (32.2 FT) SOUTH FROM
 QE2742'THE CONNECTOR PAVEMENT EDGE, 24.0 M (78.7 FT) SOUTH-SOUTHEAST FROM
 QE2742'THE CONNECTOR CENTER AT THE STOP LINE, 11.7 M (38.4 FT) SOUTHWEST
 QE2742'FROM THE PAVEMENT CORNER AT TURN, 22.2 M (72.8 FT) SOUTH-SOUTHWEST
 QE2742'FROM THE CENTER OF THE COMPASS ROSE, AND 0.9 M (3.0 FT) EAST FROM
 QE2742'A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2743 ***********************************************************************
 QE2743  DESIGNATION -  FAA 7S5 B
 QE2743  PID         -  QE2743
 QE2743  STATE/COUNTY-  OR/POLK
 QE2743  USGS QUAD   -  MONMOUTH (1986)
 QE2743
 QE2743                         *CURRENT SURVEY CONTROL
 QE2743  ___________________________________________________________________
 QE2743* NAD 83(1991)-  44 52 14.05811(N)    123 11 52.11959(W)     ADJUSTED  
 QE2743* NAVD 88     -        54.1    (meters)     177.     (feet)  VERTCON   
 QE2743  ___________________________________________________________________
 QE2743  X           -  -2,479,096.948 (meters)                     COMP
 QE2743  Y           -  -3,788,773.153 (meters)                     COMP
 QE2743  Z           -   4,477,188.685 (meters)                     COMP
 QE2743  LAPLACE CORR-          -6.74  (seconds)                    DEFLEC99
 QE2743  ELLIP HEIGHT-          31.720 (meters)          (12/23/92) ADJUSTED
 QE2743  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 QE2743  HORZ ORDER  -  THIRD
 QE2743  ELLP ORDER  -  FOURTH    CLASS II
 QE2743
 QE2743.The horizontal coordinates were established by GPS observations
 QE2743.and adjusted by the National Geodetic Survey in December 1992.
 QE2743
 QE2743.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE2743.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE2743
 QE2743.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QE2743
 QE2743.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2743
 QE2743.The ellipsoidal height was determined by GPS observations
 QE2743.and is referenced to NAD 83.
 QE2743
 QE2743.The geoid height was determined by GEOID03.
 QE2743
 QE2743;                    North         East     Units Scale Factor Converg.
 QE2743;SPC OR N     -   137,338.436 2,286,867.009   MT  0.99990805   -1 54 47.7
 QE2743;SPC OR N     -   450,585.42  7,502,844.52   iFT  0.99990805   -1 54 47.7
 QE2743;UTM  10      - 4,968,591.750   484,374.408   MT  0.99960300   -0 08 22.4
 QE2743
 QE2743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2743!SPC OR N     -   0.99999503  x   0.99990805  =   0.99990308
 QE2743!UTM  10      -   0.99999503  x   0.99960300  =   0.99959803
 QE2743
 QE2743:                Primary Azimuth Mark                     Grid Az
 QE2743:SPC OR N     -  FAA 7S5 A                                181 45 46.7
 QE2743:UTM  10      -  FAA 7S5 A                                179 59 21.4
 QE2743
 QE2743|---------------------------------------------------------------------|
 QE2743| PID    Reference Object                     Distance      Geod. Az  |
 QE2743|                                                           dddmmss.s |
 QE2743| QE2742 FAA 7S5 A                           APPROX. 0.6 KM 1795059.0 |
 QE2743|---------------------------------------------------------------------|
 QE2743
 QE2743                          SUPERSEDED SURVEY CONTROL
 QE2743
 QE2743  NGVD 29 (12/23/92)   53.1    (m)          174.     (f) GPS OBS     3  
 QE2743
 QE2743.Superseded values are not recommended for survey control.
 QE2743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2743.See file dsdata.txt to determine how the superseded data were derived.
 QE2743
 QE2743_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ8437468592(NAD 83)
 QE2743_MARKER: I = METAL ROD
 QE2743_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QE2743_SP_SET: STAINLESS STEEL ROD
 QE2743_STAMPING: FAA 7S5 A 1992
 QE2743_MARK LOGO: NGS   
 QE2743_PROJECTION: FLUSH
 QE2743_MAGNETIC: N = NO MAGNETIC MATERIAL
 QE2743_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE2743_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QE2743+SATELLITE: SATELLITE OBSERVATIONS - 1992
 QE2743_ROD/PIPE-DEPTH: 10.1 meters
 QE2743
 QE2743  HISTORY     - Date     Condition        Report By
 QE2743  HISTORY     - 1992     MONUMENTED       NGS
 QE2743
 QE2743                          STATION DESCRIPTION
 QE2743
 QE2743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 QE2743'STATION IS LOCATED ABOUT 15 KM (9.3 MI) SOUTHWEST OF SALEM, 2 KM
 QE2743'(1.2 MI) NORTHWEST OF INDEPENDENCE, AT THE INDEPENDENCE STATE
 QE2743'AIRPORT, IN THE GRASS MEDIAN BETWEEN THE RUNWAY AND THE PARALLEL
 QE2743'TAXI, AT THE MAIN CONNECTOR BETWEEN THE OFFICE AND THE RUNWAY.
 QE2743'OWNERSHIP--STATE AERONAUTICAL DIVISION, 3040 25TH STREET SE, SALEM,
 QE2743'OR 97302.  FBO IS DON THOMSON, PHONE 503-838-0313.
 QE2743'TO REACH FROM THE JUNCTION OF MAIN AND MONUMENT STREETS (AT FLASHING
 QE2743'LIGHT) IN INDEPENDENCE (HIGHWAY 51 TURNS AT THIS INTERSECTION), GO
 QE2743'NORTH ON STATE HIGHWAY 51 FOR 1.04 KM (0.65 MI) TO A CROSS STREET.
 QE2743'TURN LEFT, WEST, ON POLK STREET (BECOMES HOFFMAN ROAD) FOR 0.90 KM
 QE2743'(0.56 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT, NORTH, ON THE
 QE2743'AIRPORT ENTRANCE ROAD FOR 0.45 KM (0.28 MI) TO ROAD END AT PARKING
 QE2743'LOT AND GATE ON THE LEFT (LOCKED AFTER HOURS).  TURN LEFT, WEST,
 QE2743'THROUGH GATE, ON PAVEMENT FOR 0.14 KM (0.09 MI) TO THE PARALLEL
 QE2743'TAXI.  TURN RIGHT, NORTH, FOR 20 M (65.6 FT) TO THE STATION ON THE
 QE2743'LEFT.
 QE2743'STATION MARK IS A PUNCH HOLE TOP CENTER ON A STAINLESS STEEL ROD IN A
 QE2743'2.5 CM GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE
 QE2743'WITH A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT
 QE2743'IS 35.6 M (116.8 FT) EAST FROM THE RUNWAY CENTER, 10.1 M
 QE2743'(33.1 FT) WEST FROM THE TAXI CENTER, 20.8 M (68.2 FT) NORTH
 QE2743'FROM THE CONNECTOR CENTER, 23.4 M (76.8 FT) NORTHEAST FROM THE
 QE2743'CONNECTOR CENTER AT THE STOP LINE, 10.1 M (33.1 FT) NORTHEAST FROM
 QE2743'THE WEST END OF A CONCRETE DRAIN PIPE, AND 1.0 M (3.3 FT) EAST
 QE2743'FROM A SHORT CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1353 ***********************************************************************
 NZ1353  DESIGNATION -  FAA S03 A
 NZ1353  PID         -  NZ1353
 NZ1353  STATE/COUNTY-  OR/JACKSON
 NZ1353  USGS QUAD   -  ASHLAND (1996)
 NZ1353
 NZ1353                         *CURRENT SURVEY CONTROL
 NZ1353  ___________________________________________________________________
 NZ1353* NAD 83(1991)-  42 11 18.42189(N)    122 39 28.86132(W)     ADJUSTED  
 NZ1353* NAVD 88     -       573.5    (meters)    1882.     (feet)  VERTCON   
 NZ1353  ___________________________________________________________________
 NZ1353  X           -  -2,554,240.400 (meters)                     COMP
 NZ1353  Y           -  -3,985,058.300 (meters)                     COMP
 NZ1353  Z           -   4,261,505.651 (meters)                     COMP
 NZ1353  LAPLACE CORR-           2.67  (seconds)                    DEFLEC99
 NZ1353  ELLIP HEIGHT-         549.827 (meters)          (12/23/92) ADJUSTED
 NZ1353  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 NZ1353  HORZ ORDER  -  THIRD
 NZ1353  ELLP ORDER  -  FOURTH    CLASS II
 NZ1353
 NZ1353.The horizontal coordinates were established by GPS observations
 NZ1353.and adjusted by the National Geodetic Survey in December 1992.
 NZ1353
 NZ1353.The NAVD 88 height was computed by applying the VERTCON shift value to
 NZ1353.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NZ1353
 NZ1353.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NZ1353
 NZ1353.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ1353
 NZ1353.The ellipsoidal height was determined by GPS observations
 NZ1353.and is referenced to NAD 83.
 NZ1353
 NZ1353.The geoid height was determined by GEOID03.
 NZ1353
 NZ1353;                    North         East     Units Scale Factor Converg.
 NZ1353;SPC OR S     -    60,259.791 1,321,747.814   MT  1.00003962   -1 28 35.0
 NZ1353;SPC OR S     -   197,702.73  4,336,442.96   iFT  1.00003962   -1 28 35.0
 NZ1353;UTM  10      - 4,670,756.612   528,238.513   MT  0.99960981   +0 13 46.8
 NZ1353
 NZ1353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NZ1353!SPC OR S     -   0.99991377  x   1.00003962  =   0.99995339
 NZ1353!UTM  10      -   0.99991377  x   0.99960981  =   0.99952362
 NZ1353
 NZ1353:                Primary Azimuth Mark                     Grid Az
 NZ1353:SPC OR S     -  FAA S03 B                                322 33 46.5
 NZ1353:UTM  10      -  FAA S03 B                                320 51 24.7
 NZ1353
 NZ1353|---------------------------------------------------------------------|
 NZ1353| PID    Reference Object                     Distance      Geod. Az  |
 NZ1353|                                                           dddmmss.s |
 NZ1353| NZ1354 FAA S03 B                           APPROX. 0.6 KM 3210511.5 |
 NZ1353|---------------------------------------------------------------------|
 NZ1353
 NZ1353                          SUPERSEDED SURVEY CONTROL
 NZ1353
 NZ1353  NGVD 29 (12/23/92)  572.4    (m)         1878.     (f) GPS OBS     3  
 NZ1353
 NZ1353.Superseded values are not recommended for survey control.
 NZ1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1353.See file dsdata.txt to determine how the superseded data were derived.
 NZ1353
 NZ1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM2823970757(NAD 83)
 NZ1353_MARKER: I = METAL ROD
 NZ1353_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NZ1353_SP_SET: STAINLESS STEEL ROD
 NZ1353_STAMPING: FAA S03 A 1992
 NZ1353_MARK LOGO: NGS   
 NZ1353_PROJECTION: FLUSH
 NZ1353_MAGNETIC: N = NO MAGNETIC MATERIAL
 NZ1353_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NZ1353_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NZ1353+SATELLITE: SATELLITE OBSERVATIONS - 1992
 NZ1353_ROD/PIPE-DEPTH: 5.80 meters
 NZ1353
 NZ1353  HISTORY     - Date     Condition        Report By
 NZ1353  HISTORY     - 1992     MONUMENTED       NGS
 NZ1353
 NZ1353                          STATION DESCRIPTION
 NZ1353
 NZ1353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 NZ1353'STATION IS LOCATED ABOUT 3 KM (1.9 MI) NORTHEAST OF ASHLAND, AT THE
 NZ1353'ASHLAND MUNICIPAL AIRPORT, IN THE WIDE PORTION OF THE GRASS MEDIAN
 NZ1353'BETWEEN THE RUNWAY AND THE PARALLEL TAXI, NEAR THE AVGAS PUMPS.
 NZ1353'OWNERSHIP--CITY OF ASHLAND, CITY HALL, ASHLAND, OR 97520.  AIRPORT
 NZ1353'MANAGER (IN CITY HALL) IS STEVEN HALL, PHONE 503-482-3211.  JIM
 NZ1353'OLSON, ASSISTANT MANAGER, PHONE 503-488-5347.  CONTACT FIXED BASE
 NZ1353'OFFICER (FBO) AT AIRPORT BEFORE GOING ON THE FIELD.  PHONE
 NZ1353'503-488-1626.
 NZ1353'TO REACH FROM THE OVERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 5 AND
 NZ1353'STATE HIGHWAY 66 AT ASHLAND (EXIT 14), GO EASTERLY ON HIGHWAY 66 FOR
 NZ1353'1.06 KM (0.66 MI) TO A PAVED ROAD LEFT.  TURN LEFT, NORTH, ON DEAD
 NZ1353'INDIAN ROAD FOR 0.61 KM (0.38 MI) TO A PAVED ROAD LEFT.  TURN
 NZ1353'LEFT, WEST, ON THE AIRPORT ENTRANCE ROAD FOR 0.13 KM (0.08 MI) TO
 NZ1353'THE PARKING LOT AND A GATE ON THE LEFT (MAY BE CLOSED BUT NEVER
 NZ1353'LOCKED). TURN LEFT THROUGH GATE, THEN RIGHT, SOUTHWEST, ACROSS APRON
 NZ1353'FOR 0.10 KM (0.06 MI) TO THE MEDIAN.  TURN RIGHT, NORTHWEST, ON
 NZ1353'TAXI/APRON FOR 0.16 KM (0.10 MI) TO THE STATION ON THE LEFT JUST
 NZ1353'AFTER A CONNECTOR ON THE LEFT AT THE WIDER MEDIAN.
 NZ1353'STATION MARK IS A PUNCH HOLE TOP CENTER ON A STAINLESS STEEL ROD IN A
 NZ1353'2.5 CM GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE
 NZ1353'WITH A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT
 NZ1353'IS 41.1 M (134.8 FT) NORTHEAST FROM THE RUNWAY CENTER, 8.7 M
 NZ1353'(28.5 FT) SOUTHWEST FROM THE PARALLEL TAXI CENTER, 17.3 M
 NZ1353'(56.8 FT) NORTHWEST FROM THE CONNECTOR CENTER, 23.3 M (76.4 FT)
 NZ1353'NORTH FROM THE CONNECTOR AT THE STOP LINE, AND 39.9 M (130.9 FT)
 NZ1353'WEST FROM THE WEST CORNER OF THE CONCRETE PAD SUPPORTING THE AVGAS
 NZ1353'PUMPS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1354 ***********************************************************************
 NZ1354  DESIGNATION -  FAA S03 B
 NZ1354  PID         -  NZ1354
 NZ1354  STATE/COUNTY-  OR/JACKSON
 NZ1354  USGS QUAD   -  ASHLAND (1996)
 NZ1354
 NZ1354                         *CURRENT SURVEY CONTROL
 NZ1354  ___________________________________________________________________
 NZ1354* NAD 83(1991)-  42 11 34.20482(N)    122 39 45.99570(W)     ADJUSTED  
 NZ1354* NAVD 88     -       566.1    (meters)    1857.     (feet)  VERTCON   
 NZ1354  ___________________________________________________________________
 NZ1354  X           -  -2,554,391.946 (meters)                     COMP
 NZ1354  Y           -  -3,984,566.133 (meters)                     COMP
 NZ1354  Z           -   4,261,861.521 (meters)                     COMP
 NZ1354  LAPLACE CORR-           2.85  (seconds)                    DEFLEC99
 NZ1354  ELLIP HEIGHT-         542.428 (meters)          (12/23/92) ADJUSTED
 NZ1354  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 NZ1354  HORZ ORDER  -  THIRD
 NZ1354  ELLP ORDER  -  FOURTH    CLASS II
 NZ1354
 NZ1354.The horizontal coordinates were established by GPS observations
 NZ1354.and adjusted by the National Geodetic Survey in December 1992.
 NZ1354
 NZ1354.The NAVD 88 height was computed by applying the VERTCON shift value to
 NZ1354.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NZ1354
 NZ1354.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NZ1354
 NZ1354.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ1354
 NZ1354.The ellipsoidal height was determined by GPS observations
 NZ1354.and is referenced to NAD 83.
 NZ1354
 NZ1354.The geoid height was determined by GEOID03.
 NZ1354
 NZ1354;                    North         East     Units Scale Factor Converg.
 NZ1354;SPC OR S     -    60,756.767 1,321,367.338   MT  1.00003833   -1 28 46.8
 NZ1354;SPC OR S     -   199,333.23  4,335,194.68   iFT  1.00003833   -1 28 46.8
 NZ1354;UTM  10      - 4,671,241.831   527,843.579   MT  0.99960954   +0 13 35.4
 NZ1354
 NZ1354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NZ1354!SPC OR S     -   0.99991493  x   1.00003833  =   0.99995326
 NZ1354!UTM  10      -   0.99991493  x   0.99960954  =   0.99952451
 NZ1354
 NZ1354:                Primary Azimuth Mark                     Grid Az
 NZ1354:SPC OR S     -  FAA S03 A                                142 33 46.8
 NZ1354:UTM  10      -  FAA S03 A                                140 51 24.6
 NZ1354
 NZ1354|---------------------------------------------------------------------|
 NZ1354| PID    Reference Object                     Distance      Geod. Az  |
 NZ1354|                                                           dddmmss.s |
 NZ1354| NZ1353 FAA S03 A                           APPROX. 0.6 KM 1410500.0 |
 NZ1354|---------------------------------------------------------------------|
 NZ1354
 NZ1354                          SUPERSEDED SURVEY CONTROL
 NZ1354
 NZ1354  NGVD 29 (12/23/92)  565.0    (m)         1854.     (f) GPS OBS     3  
 NZ1354
 NZ1354.Superseded values are not recommended for survey control.
 NZ1354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1354.See file dsdata.txt to determine how the superseded data were derived.
 NZ1354
 NZ1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM2784471242(NAD 83)
 NZ1354_MARKER: I = METAL ROD
 NZ1354_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NZ1354_SP_SET: STAINLESS STEEL ROD
 NZ1354_STAMPING: FAA S03 B 1992
 NZ1354_MARK LOGO: NGS   
 NZ1354_PROJECTION: FLUSH
 NZ1354_MAGNETIC: N = NO MAGNETIC MATERIAL
 NZ1354_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NZ1354_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NZ1354+SATELLITE: SATELLITE OBSERVATIONS - 1992
 NZ1354_ROD/PIPE-DEPTH: 2.50 meters
 NZ1354
 NZ1354  HISTORY     - Date     Condition        Report By
 NZ1354  HISTORY     - 1992     MONUMENTED       NGS
 NZ1354
 NZ1354                          STATION DESCRIPTION
 NZ1354
 NZ1354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 NZ1354'STATION IS LOCATED ABOUT 3 KM (1.9 MI) NORTHEAST OF ASHLAND, AT THE
 NZ1354'ASHLAND MUNICIPAL AIRPORT, IN THE WIDE PORTION OF THE GRASS MEDIAN
 NZ1354'BETWEEN THE RUNWAY AND THE PARALLEL TAXI, AT THE FIRST CONNECTOR
 NZ1354'SOUTHEAST OF THE NORTHWEST END OF THE MEDIAN.  OWNERSHIP--CITY OF
 NZ1354'ASHLAND, CITY HALL, ASHLAND, OR 97520.  AIRPORT MANAGER (IN CITY
 NZ1354'HALL)IS STEVEN HALL, PHONE 503-482-3211.  JIM OLSON, ASSISTANT
 NZ1354'MANAGER, PHONE 503-488-5347.  CONTACT FIXED BASE OFFICER (FBO) AT
 NZ1354'AIRPORT BEFORE GOING ON FIELD.  PHONE 503-488-1626.
 NZ1354'TO REACH FROM THE OVERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 5 AND
 NZ1354'STATE HIGHWAY 66 AT ASHLAND (EXIT 14), GO EASTERLY ON HIGHWAY 66 FOR
 NZ1354'1.06 KM (0.66 MI) TO A PAVED ROAD LEFT.  TURN LEFT, NORTH, ON DEAD
 NZ1354'INDIAN ROAD FOR 0.61 KM (0.38 MI) TO A PAVED ROAD LEFT.  TURN
 NZ1354'LEFT, WEST, ON THE AIRPORT ENTRANCE ROAD FOR 0.13 KM (0.08 MI) TO
 NZ1354'THE PARKING LOT AND A GATE ON THE LEFT (MAY BE CLOSED BUT NEVER
 NZ1354'LOCKED). TURN LEFT THROUGH GATE, THEN RIGHT, SOUTHWEST, ACROSS APRON
 NZ1354'FOR 0.10 KM (0.06 MI) TO THE MEDIAN.  TURN RIGHT, NORTHWEST, ON
 NZ1354'TAXI/APRON FOR 0.74 KM (0.46 MI) TO THE STATION ON THE LEFT JUST
 NZ1354'BEFORE A CONNECTOR ON THE LEFT.
 NZ1354'STATION MARK IS A PUNCH HOLE TOP CENTER ON A STAINLESS STEEL ROD IN A
 NZ1354'2.5 CM GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE
 NZ1354'WITH A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT
 NZ1354'IS 39.1 M (128.3 FT) NORTHEAST FROM THE RUNWAY CENTER, 10.7 M
 NZ1354'(35.1 FT) SOUTHWEST FROM THE PARALLEL TAXI CENTER, 16.4 M
 NZ1354'(53.8 FT) SOUTHEAST FROM THE CONNECTOR CENTER, 21.6 M (70.9 FT)
 NZ1354'EAST FROM THE CONNECTOR AT THE STOP LINE, AND 11.4 M (37.4 FT)
 NZ1354'EAST FROM THE SOUTHWEST END OF A CONCRETE DRAIN PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0366 ***********************************************************************
 QE0366  DESIGNATION -  FAG
 QE0366  PID         -  QE0366
 QE0366  STATE/COUNTY-  OR/MARION
 QE0366  USGS QUAD   -  SALEM WEST (1986)
 QE0366
 QE0366                         *CURRENT SURVEY CONTROL
 QE0366  ___________________________________________________________________
 QE0366* NAD 83(1986)-  44 55 55.     (N)    123 01 41.     (W)     SCALED    
 QE0366* NAVD 88     -        51.273  (meters)     168.22   (feet)  ADJUSTED  
 QE0366  ___________________________________________________________________
 QE0366  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 QE0366  DYNAMIC HT  -          51.271 (meters)     168.21  (feet)  COMP
 QE0366  MODELED GRAV-     980,569.7   (mgal)                       NAVD 88
 QE0366
 QE0366  VERT ORDER  -  FIRST     CLASS II
 QE0366
 QE0366.The horizontal coordinates were scaled from a topographic map and have
 QE0366.an estimated accuracy of +/- 6 seconds.
 QE0366
 QE0366.The orthometric height was determined by differential leveling
 QE0366.and adjusted in June 1991.
 QE0366
 QE0366.The geoid height was determined by GEOID03.
 QE0366
 QE0366.The dynamic height is computed by dividing the NAVD 88
 QE0366.geopotential number by the normal gravity value computed on the
 QE0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0366.degrees latitude (g = 980.6199 gals.).
 QE0366
 QE0366.The modeled gravity was interpolated from observed gravity values.
 QE0366
 QE0366;                    North         East    Units  Estimated Accuracy
 QE0366;SPC OR N     -   143,720.    2,300,490.      MT  (+/- 180 meters Scaled)
 QE0366
 QE0366                          SUPERSEDED SURVEY CONTROL
 QE0366
 QE0366  NGVD 29 (??/??/92)   50.246  (m)          164.85   (f) ADJ UNCH    1 2
 QE0366
 QE0366.Superseded values are not recommended for survey control.
 QE0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0366.See file dsdata.txt to determine how the superseded data were derived.
 QE0366
 QE0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ977753(NAD 83)
 QE0366_MARKER: DD = SURVEY DISK
 QE0366_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QE0366_SP_SET: CONCRETE WALK
 QE0366_STAMPING: FAG SOT 1935
 QE0366_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0366
 QE0366  HISTORY     - Date     Condition        Report By
 QE0366  HISTORY     - 1935     MONUMENTED       USE
 QE0366  HISTORY     - 1941     GOOD             NGS
 QE0366  HISTORY     - 1981     GOOD             NGS
 QE0366  HISTORY     - 20060218 MARK NOT FOUND   USPSQD
 QE0366
 QE0366                          STATION DESCRIPTION
 QE0366
 QE0366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QE0366'IN SALEM.
 QE0366'IN EAST SIDE OF SOUTHERN PACIFIC COMPANY RAILROAD STATION AT SALEM, 44
 QE0366'FEET WEST OF MAIN TRACK, 26 FEET NORTH OF SOUTHEAST CORNER OF STATION,
 QE0366'NEAR ENTRANCE FROM PLATFORM, IN CONCRETE WALK.
 QE0366
 QE0366                          STATION RECOVERY (1981)
 QE0366
 QE0366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 QE0366'IN SALEM, AT RAILROAD DEPOT. A CORPS OF ENGINEERS DISK, SET INTO THE
 QE0366'CONCRETE SIDEWALK . IT IS 12.5 METERS EAST OF EAST RAIL OF TRACKS,
 QE0366'8.6 METERS NORTH-NORTHEAST OF THE SOUTHEAST CORNER OF BRICK PART OF
 QE0366'DEPOT, 0.5 METER EAST OF THE WEST FACE OF DEPOT AND LEVEL WITH THE
 QE0366'TRACKS.
 QE0366
 QE0366                          STATION RECOVERY (2006)
 QE0366
 QE0366'RECOVERY NOTE BY US POWER SQUADRON 2006 (DLA)
 QE0366'BUILDING REFURBISHED AND NEW SIDEWALKS INTALLED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3213 ***********************************************************************
 RD3213  DESIGNATION -  FAILING
 RD3213  PID         -  RD3213
 RD3213  STATE/COUNTY-  OR/MULTNOMAH
 RD3213  USGS QUAD   -  PORTLAND (1990)
 RD3213
 RD3213                         *CURRENT SURVEY CONTROL
 RD3213  ___________________________________________________________________
 RD3213* NAD 83(1991)-  45 30 07.40909(N)    122 40 34.55921(W)     ADJUSTED  
 RD3213* NAVD 88     -        41.     (meters)     135.     (feet)  SCALED    
 RD3213  ___________________________________________________________________
 RD3213  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 RD3213  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 RD3213  HORZ ORDER  -  SECOND
 RD3213
 RD3213.The horizontal coordinates were established by classical geodetic methods
 RD3213.and adjusted by the National Geodetic Survey in October 1991.
 RD3213
 RD3213.The orthometric height was scaled from a topographic map.
 RD3213
 RD3213.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3213
 RD3213.The geoid height was determined by GEOID03.
 RD3213
 RD3213;                    North         East     Units Scale Factor Converg.
 RD3213;SPC OR N     -   206,243.517 2,329,949.048   MT  0.99991148   -1 32 36.2
 RD3213;SPC OR N     -   676,651.96  7,644,189.79   iFT  0.99991148   -1 32 36.2
 RD3213;SPC WA S     -    21,100.786   329,919.442   MT  1.00009151   -1 34 51.0
 RD3213;SPC WA S     -    69,228.16  1,082,410.70   sFT  1.00009151   -1 34 51.0
 RD3213;UTM  10      - 5,038,776.115   525,291.343   MT  0.99960786   +0 13 51.3
 RD3213
 RD3213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3213!SPC OR N     -   0.99999714  x   0.99991148  =   0.99990862
 RD3213!SPC WA S     -   0.99999714  x   1.00009151  =   1.00008865
 RD3213!UTM  10      -   0.99999714  x   0.99960786  =   0.99960500
 RD3213
 RD3213:                Primary Azimuth Mark                     Grid Az
 RD3213:SPC OR N     -  PORTLAND KXL RADIO MAST                  005 37 10.1
 RD3213:SPC WA S     -  PORTLAND KXL RADIO MAST                  005 39 24.9
 RD3213:UTM  10      -  PORTLAND KXL RADIO MAST                  003 50 42.6
 RD3213
 RD3213|---------------------------------------------------------------------|
 RD3213| PID    Reference Object                     Distance      Geod. Az  |
 RD3213|                                                           dddmmss.s |
 RD3213| RD3233 PORTLAND KXL RADIO MAST             APPROX. 2.3 KM 0040433.9 |
 RD3213| RD3232 PORTLAND OHIO HOTEL CUPOLA FS       APPROX. 1.3 KM 0061803.9 |
 RD3213| RD3199 PORTLAND WOOD TK NR H WEISS CO      APPROX. 2.5 KM 0080210.6 |
 RD3213| RD3247 PORTLAND BURNSIDE BRIDGE W TWR      APPROX. 2.4 KM 0152426.8 |
 RD3213| RD3215 PORTLAND BURNSIDE BRIDGE E TWR      APPROX. 2.4 KM 0171650.8 |
 RD3213| RD3224 PORTLAND TERMINAL 2 S END FS        APPROX. 2.0 KM 0211534.8 |
 RD3213| RD3239 PORTLAND NW ELECTRIC CO STACK       APPROX. 0.7 KM 0235915.0 |
 RD3213| RD3016 PORTLAND INTL HARVESTER CO FS       APPROX. 1.8 KM 0271951.7 |
 RD3213| RD2981 PORTLAND SEED CO ELEVATED TANK      APPROX. 2.0 KM 0272222.7 |
 RD3213| RD3218 PORTLAND COLUM CONTRACT CO STK      APPROX. 1.5 KM 0280851.6 |
 RD3213| RD3212 PORTLAND JOHN DEERE CO TANK         APPROX. 2.0 KM 0300128.8 |
 RD3213| RD3225 PORTLAND JOHN DEERE CO FLAG         APPROX. 2.0 KM 0300753.8 |
 RD3213| RD3011 PORTLAND GENERAL ELEC STK           APPROX. 1.1 KM 0465823.0 |
 RD3213| RD3034 PORTLAND INMAN POULSON CO TANK      APPROX. 1.1 KM 0564949.2 |
 RD3213| RD3002 PORTLAND METRO PRINT CO TANK        APPROX. 1.7 KM 0795115.4 |
 RD3213| RD3058 PORTLAND CH CUP CROSS BALL          APPROX. 1.8 KM 0841714.5 |
 RD3213| RD3245 PORTLAND RED CONICAL ROOF           APPROX. 1.3 KM 0892309.6 |
 RD3213| RD3242 PORTLAND GREEN CONICAL ROOF         APPROX. 1.3 KM 0951818.8 |
 RD3213| RD2591 PORTLAND CHURCH STEEPLE CROSS       APPROX. 1.9 KM 1164754.9 |
 RD3213| RD2561 PORTLAND ROSS IS PWRLINE TWR        APPROX. 1.1 KM 1181937.2 |
 RD3213| RD2549 PORTLAND MULTNOMAH LUMBR N STK      APPROX. 1.2 KM 1561737.7 |
 RD3213| RD2548 PORTLAND MULTNOMAH LUMBR S STK      APPROX. 1.2 KM 1563900.5 |
 RD3213| RD2608 PORTLAND RAD STA KWJJ MAST          APPROX. 3.4 KM 1584835.3 |
 RD3213| RD2541 PORTLAND SLATE GRAY ROOF SPIRE      APPROX. 0.8 KM 1874422.1 |
 RD3213| RD3177 PORTLAND ST LAWRENCE CH SPIRE       APPROX. 0.6 KM 3263641.9 |
 RD3213| RD3176 PORTLAND CH RED ROOF CUP CROSS      APPROX. 1.2 KM 3433759.4 |
 RD3213| RD3134 PORTLAND FIRST CONG CH SPIRE        APPROX. 1.7 KM 3434340.3 |
 RD3213| RD3150 FEDERAL                             APPROX. 1.6 KM 3471447.8 |
 RD3213| RD3187 PORTLAND ORE JOURNAL BLD SPIRE      APPROX. 1.8 KM 3512147.2 |
 RD3213| RD3191 PORTLAND PUB SERVICE BLDG FP        APPROX. 1.7 KM 3520555.9 |
 RD3213| RD3206 PORTLAND COUNTY BUILDING FS         APPROX. 1.6 KM 3550646.0 |
 RD3213|---------------------------------------------------------------------|
 RD3213
 RD3213                          SUPERSEDED SURVEY CONTROL
 RD3213
 RD3213  NAD 83(1986)-  45 30 07.42802(N)    122 40 34.56448(W) AD(       ) 2
 RD3213  NAD 27      -  45 30 08.00164(N)    122 40 30.21978(W) AD(       ) 2
 RD3213
 RD3213.Superseded values are not recommended for survey control.
 RD3213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3213.See file dsdata.txt to determine how the superseded data were derived.
 RD3213
 RD3213_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER2529138776(NAD 83)
 RD3213_MARKER: Z = SEE DESCRIPTION
 RD3213_SETTING: 0 = UNSPECIFIED SETTING
 RD3213
 RD3213  HISTORY     - Date     Condition        Report By
 RD3213  HISTORY     - 1938     MONUMENTED       CGS
 RD3213  HISTORY     - 1962     SEE DESCRIPTION  CGS
 RD3213
 RD3213                          STATION DESCRIPTION
 RD3213
 RD3213'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (WMS)
 RD3213'STATION IS LOCATED ABOUT 1/3 MILE W OF THE WILLAMETTE RIVER, AT
 RD3213'THE W END OF THE ROSS ISLAND BRIDGE, AT THE CORNER OF SW PORTER
 RD3213'AND FRONT STREETS, ON THE ROOF OF THE FAILING SCHOOL.  IT IS IN THE
 RD3213'SE CORNER OF THE NE WING OF THE ROOF.
 RD3213'
 RD3213'STATION MARK IS A STANDARD DISK SET IN A DRILL HOLE IN CONCRETE
 RD3213'ROOF OF THE SCHOOL STAMPED FAILING 1938.
 RD3213
 RD3213                          STATION RECOVERY (1962)
 RD3213
 RD3213'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (NES)
 RD3213'THE STATION WAS RECOVERED AS DESCRIBED.  THE DESCRIPTION IS
 RD3213'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 MW0735 ***********************************************************************
 MW0735  DESIGNATION -  FAIRPORT
 MW0735  PID         -  MW0735
 MW0735  STATE/COUNTY-  OR/LAKE
 MW0735  USGS QUAD   -  WILLOW RANCH (1993)
 MW0735
 MW0735                         *CURRENT SURVEY CONTROL
 MW0735  ___________________________________________________________________
 MW0735* NAD 83(1991)-  41 59 35.67655(N)    120 18 44.35992(W)     ADJUSTED  
 MW0735* NAVD 88     -      1455.2    (meters)    4774.     (feet)  VERTCON   
 MW0735  ___________________________________________________________________
 MW0735  LAPLACE CORR-          11.99  (seconds)                    DEFLEC99
 MW0735  GEOID HEIGHT-         -21.09  (meters)                     GEOID03
 MW0735  HORZ ORDER  -  THIRD
 MW0735
 MW0735.The horizontal coordinates were established by classical geodetic methods
 MW0735.and adjusted by the National Geodetic Survey in October 1991.
 MW0735
 MW0735.The NAVD 88 height was computed by applying the VERTCON shift value to
 MW0735.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MW0735
 MW0735.The Laplace correction was computed from DEFLEC99 derived deflections.
 MW0735
 MW0735.The geoid height was determined by GEOID03.
 MW0735
 MW0735;                    North         East     Units Scale Factor Converg.
 MW0735;SPC OR S     -    36,296.327 1,515,552.481   MT  1.00010293   +0 07 42.2
 MW0735;SPC OR S     -   119,082.44  4,972,285.04   iFT  1.00010293   +0 07 42.2
 MW0735;SPC CA 1     -   796,719.549 2,139,845.431   MT  1.00009937   +1 06 12.8
 MW0735;SPC CA 1     - 2,613,904.05  7,020,476.22   sFT  1.00009937   +1 06 12.8
 MW0735;UTM  10      - 4,652,520.760   722,619.323   MT  1.00020987   +1 47 56.1
 MW0735
 MW0735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MW0735!SPC OR S     -   0.99977513  x   1.00010293  =   0.99987803
 MW0735!SPC CA 1     -   0.99977513  x   1.00009937  =   0.99987447
 MW0735!UTM  10      -   0.99977513  x   1.00020987  =   0.99998495
 MW0735
 MW0735:                Primary Azimuth Mark                     Grid Az
 MW0735:SPC OR S     -  FAIRPORT AZ MK                           092 02 19.8
 MW0735:SPC CA 1     -  FAIRPORT AZ MK                           091 03 49.2
 MW0735:UTM  10      -  FAIRPORT AZ MK                           090 22 05.9
 MW0735
 MW0735|---------------------------------------------------------------------|
 MW0735| PID    Reference Object                     Distance      Geod. Az  |
 MW0735|                                                           dddmmss.s |
 MW0735| CD6498 FAIRPORT AZ MK                                     0921002.0 |
 MW0735| CD6499 FAIRPORT RM 1                         6.375 METERS 10615     |
 MW0735| CD6500 FAIRPORT RM 2                         8.189 METERS 25807     |
 MW0735|---------------------------------------------------------------------|
 MW0735
 MW0735                          SUPERSEDED SURVEY CONTROL
 MW0735
 MW0735  NAD 83(1986)-  41 59 35.67868(N)    120 18 44.35968(W) AD(       ) 3
 MW0735  NAD 27      -  41 59 36.08200(N)    120 18 40.52100(W) AD(       ) 3
 MW0735  NGVD 29 (07/19/86) 1454.0    (m)         4770.     (f) VERT ANG    3  
 MW0735
 MW0735.Superseded values are not recommended for survey control.
 MW0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MW0735.See file dsdata.txt to determine how the superseded data were derived.
 MW0735
 MW0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGM2261952521(NAD 83)
 MW0735_MARKER: DS = TRIANGULATION STATION DISK
 MW0735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MW0735
 MW0735  HISTORY     - Date     Condition        Report By
 MW0735  HISTORY     - 1948     MONUMENTED       CGS
 MW0735
 MW0735                          STATION DESCRIPTION
 MW0735
 MW0735'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (GLS)
 MW0735'STATION IS LOCATED ON THE OREGON-CALIFORNIA BORDER, .6 MILE WEST
 MW0735'OF NEW PINE CREEK, OREGON, AND ABOUT 1 MILE EAST OF GOOSE LAKE.
 MW0735'
 MW0735'STATION IS MARKED BY A STANDARD DISK SET IN A SQUARE CONCRETE POST
 MW0735'PROJECTING 4 INCHES ABOVE THE SURFACE, 32-1/2 FEET NORTH OF
 MW0735'CENTERLINE OF THE STATE LINE ROAD, AND 7-1/2 FEET NORTH OF AN
 MW0735'E-W FENCE LINE.  IT IS STAMPED FAIRPORT 1948.
 MW0735'
 MW0735'THE REFERENCE MARKS ARE STANDARD DISKS SET IN SQUARE CONCRETE
 MW0735'POSTS PROJECTING 6 INCHES ABOVE THE SURFACE, 27 FEET NORTH OF STATE
 MW0735'LINE ROAD, 2 FEET NORTH OF AN E-W FENCE LINE, AND STAMPED FAIRPORT
 MW0735'NO 1 1948 AND FAIRPORT NO 2 1948 RESPECTIVELY.
 MW0735'
 MW0735'THE AZIMUTH MARK IS 1/4 MILE EAST OF THE STATION ON THE SOUTH SIDE
 MW0735'OF THE ROAD IN MODOC COUNTY, CALIFORNIA, AT A FORK IN THE ROAD,
 MW0735'AND 2 FEET SOUTH OF AN OVERHEAD GUY POLE.  IT IS A STANDARD DISK
 MW0735'SET IN A CONCRETE POST PROJECTING 3 INCHES.  IT IS STAMPED
 MW0735'FAIRPORT 1948.
 MW0735'
 MW0735'TO REACH THE STATION FROM NEW PINE CREEK POST OFFICE, GO WEST ON
 MW0735'THE STATE LINE ROAD FOR .35 MILE TO AZIMUTH MARK ON LEFT.  CONTINUE
 MW0735'.25 MILE TO STATION SITE ON RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0255 ***********************************************************************
 NX0255  DESIGNATION -  FAIRVIEW
 NX0255  PID         -  NX0255
 NX0255  STATE/COUNTY-  OR/HARNEY
 NX0255  USGS QUAD   -  OREGON END TABLE (1981)
 NX0255
 NX0255                         *CURRENT SURVEY CONTROL
 NX0255  ___________________________________________________________________
 NX0255* NAD 83(1991)-  42 00 35.84484(N)    118 50 08.98159(W)     ADJUSTED  
 NX0255* NAVD 88     -      1611.4    (meters)    5287.     (feet)  VERTCON   
 NX0255  ___________________________________________________________________
 NX0255  LAPLACE CORR-           2.75  (seconds)                    DEFLEC99
 NX0255  GEOID HEIGHT-         -20.10  (meters)                     GEOID03
 NX0255  HORZ ORDER  -  SECOND
 NX0255
 NX0255.The horizontal coordinates were established by classical geodetic methods
 NX0255.and adjusted by the National Geodetic Survey in October 1991.
 NX0255
 NX0255.The NAVD 88 height was computed by applying the VERTCON shift value to
 NX0255.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NX0255
 NX0255.The Laplace correction was computed from DEFLEC99 derived deflections.
 NX0255
 NX0255.The geoid height was determined by GEOID03.
 NX0255
 NX0255;                    North         East     Units Scale Factor Converg.
 NX0255;SPC OR S     -    39,505.278 1,637,860.711   MT  1.00009707   +1 08 18.7
 NX0255;SPC OR S     -   129,610.49  5,373,558.76   iFT  1.00009707   +1 08 18.7
 NX0255;SPC NV W     - 4,805,834.749   779,085.952   MT  0.99990538   -0 10 08.3
 NX0255;SPC NV W     -15,767,142.84  2,556,051.16   sFT  0.99990538   -0 10 08.3
 NX0255;UTM  11      - 4,652,511.955   347,982.018   MT  0.99988436   -1 13 44.0
 NX0255
 NX0255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NX0255!SPC OR S     -   0.99975048  x   1.00009707  =   0.99984753
 NX0255!SPC NV W     -   0.99975048  x   0.99990538  =   0.99965589
 NX0255!UTM  11      -   0.99975048  x   0.99988436  =   0.99963487
 NX0255
 NX0255:                Primary Azimuth Mark                     Grid Az
 NX0255:SPC OR S     -  FAIRVIEW AZ MK                           073 16 47.1
 NX0255:SPC NV W     -  FAIRVIEW AZ MK                           074 35 14.1
 NX0255:UTM  11      -  FAIRVIEW AZ MK                           075 38 49.8
 NX0255
 NX0255|---------------------------------------------------------------------|
 NX0255| PID    Reference Object                     Distance      Geod. Az  |
 NX0255|                                                           dddmmss.s |
 NX0255| CD6501 FAIRVIEW AZ MK                                     0742505.8 |
 NX0255| CD6502 FAIRVIEW RM 1                         6.520 METERS 13253     |
 NX0255| CD6503 FAIRVIEW RM 2                         6.486 METERS 25009     |
 NX0255|---------------------------------------------------------------------|
 NX0255
 NX0255                          SUPERSEDED SURVEY CONTROL
 NX0255
 NX0255  NAD 83(1986)-  42 00 35.84866(N)    118 50 08.98144(W) AD(       ) 2
 NX0255  NAD 27      -  42 00 36.22900(N)    118 50 05.32500(W) AD(       ) 2
 NX0255  NGVD 29 (07/19/86) 1610.2    (m)         5283.     (f) VERT ANG    3  
 NX0255
 NX0255.Superseded values are not recommended for survey control.
 NX0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NX0255.See file dsdata.txt to determine how the superseded data were derived.
 NX0255
 NX0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG4798252512(NAD 83)
 NX0255_MARKER: DS = TRIANGULATION STATION DISK
 NX0255_SETTING: 80 = SET IN A BOULDER
 NX0255_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 NX0255
 NX0255  HISTORY     - Date     Condition        Report By
 NX0255  HISTORY     - 1950     MONUMENTED       CGS
 NX0255
 NX0255                          STATION DESCRIPTION
 NX0255
 NX0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (EBL)
 NX0255'THE STATION IS LOCATED ABOUT 9 MILES WEST OF DENIO, OREGON.  3
 NX0255'MILES SOUTHWEST OF A LARGE RANCH.  0.7 MILE NORTH OF THE
 NX0255'OREGON-NEVADA STATE LINE, AND ON THE SOUTH END OF A HIGH BENCH
 NX0255'WHICH DROPS OFF SHARPLY TO THE WEST AND SOUTHWEST.  IT IS THE
 NX0255'MOST PROMINENT POINT IN THE VICINITY.  THE STATION MARK IS A
 NX0255'BRONZE DISK STAMPED FAIRVIEW 1950, AND SET IN A BOULDER WHICH
 NX0255'PROJECTS 3 INCHES.
 NX0255'
 NX0255'REFERENCE MARK NO. 1 IS A BRONZE DISK STAMPED FAIRVIEW NO 1 1950,
 NX0255'AND SET IN A BOULDER WHICH PROJECTS 3 INCHES.
 NX0255'
 NX0255'REFERENCE MARK NO. 2 IS A BRONZE DISK STAMPED FAIRVIEW NO 2 1950,
 NX0255'AND SET IN A BOULDER WHICH PROJECTS 2 INCHES.
 NX0255'
 NX0255'THE AZIMUTH MARK IS 15 FEET WEST OF A TRACK ROAD, AND 1 FOOT
 NX0255'WEST OF A WITNESS POST.  THE MARK IS A BRONZE DISK STAMPED
 NX0255'FAIRVIEW 1950, AND SET IN A BOULDER WHICH PROJECTS 3 INCHES.
 NX0255'
 NX0255'TO REACH THE STATION FROM THE POST OFFICE AND CROSSROADS IN
 NX0255'DENIO, OREGON.  GO WEST TOWARDS CEDARVILLE, CALIFORNIA FOR
 NX0255'4.2 MILES TO A ROAD FORK.  TAKE THE LEFT FORK AND GO 6.9 MILES
 NX0255'TO A ROAD FORK AND SIGN CEDARVILLE 105.  TAKE THE LEFT FORK
 NX0255'FOR 2.8 MILES TO A CROSSROAD AND SIGN DENIO ON THE LEFT.  TURN
 NX0255'RIGHT AND GO FOR 0.2 MILE TO A ROAD FORK JUST AFTER CROSSING A
 NX0255'SMALL BRIDGE.  TAKE THE LEFT FORK AROUND THE LEFT SIDE OF A
 NX0255'SMALL HILL AND GO NORTHWEST FOR 4.4 MILES TO A ROAD FORK.
 NX0255'TAKE THE RIGHT FORK FOR 6.8 MILES TO A DIM TRACK ROAD ON THE
 NX0255'LEFT AND THE AZIMUTH MARK AS DESCRIBED.  TURN SHARP LEFT AND
 NX0255'FOLLOW TRACK ROAD FOR 0.5 MILE ACROSS A SMALL DRAW.  FROM HERE
 NX0255'WORK YOUR WAY UP THE HILL TO THE SOUTH SIDE OF THE HILL FOR
 NX0255'0.5 MILE TO THE BASE OF THE HIGH BENCH.  FROM HERE PACK NORTH UP
 NX0255'THE STEEP CLIFF FOR 30 MINUTES TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1039 ***********************************************************************
 OA1039  DESIGNATION -  FAIRVIEW
 OA1039  PID         -  OA1039
 OA1039  STATE/COUNTY-  OR/CURRY
 OA1039  USGS QUAD   -  CAPE SEBASTIAN (1986)
 OA1039
 OA1039                         *CURRENT SURVEY CONTROL
 OA1039  ___________________________________________________________________
 OA1039* NAD 83(1991)-  42 20 00.35586(N)    124 24 54.24179(W)     ADJUSTED  
 OA1039* NAVD 88     -       281.     (meters)     922.     (feet)  SCALED    
 OA1039  ___________________________________________________________________
 OA1039  LAPLACE CORR-          14.98  (seconds)                    DEFLEC99
 OA1039  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 OA1039  HORZ ORDER  -  THIRD
 OA1039
 OA1039.The horizontal coordinates were established by classical geodetic methods
 OA1039.and adjusted by the National Geodetic Survey in October 1991.
 OA1039
 OA1039.The orthometric height was scaled from a topographic map.
 OA1039
 OA1039.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1039
 OA1039.The geoid height was determined by GEOID03.
 OA1039
 OA1039;                    North         East     Units Scale Factor Converg.
 OA1039;SPC OR S     -    81,608.402 1,177,450.080   MT  0.99999998   -2 40 42.5
 OA1039;SPC OR S     -   267,744.10  3,863,025.20   iFT  0.99999998   -2 40 42.5
 OA1039;UTM  10      - 4,687,767.505   383,420.170   MT  0.99976722   -0 57 11.1
 OA1039
 OA1039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1039!SPC OR S     -   0.99996027  x   0.99999998  =   0.99996025
 OA1039!UTM  10      -   0.99996027  x   0.99976722  =   0.99972750
 OA1039
 OA1039                          SUPERSEDED SURVEY CONTROL
 OA1039
 OA1039  NAD 83(1986)-  42 20 00.33420(N)    124 24 54.25175(W) AD(       ) 3
 OA1039  NAD 27      -  42 20 00.91100(N)    124 24 49.82100(W) AD(       ) 3
 OA1039
 OA1039.Superseded values are not recommended for survey control.
 OA1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1039.See file dsdata.txt to determine how the superseded data were derived.
 OA1039
 OA1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCM8342087768(NAD 83)
 OA1039
 OA1039  HISTORY     - Date     Condition        Report By
 OA1039  HISTORY     - 1873     MONUMENTED       CGS
 OA1039  HISTORY     - 1933     SEE DESCRIPTION  ORGS
 OA1039
 OA1039                          STATION DESCRIPTION
 OA1039
 OA1039'DESCRIBED BY COAST AND GEODETIC SURVEY 1873 (AWC)
 OA1039'CLOSE TO THE FOREST EDGE ON THE LONG RIDGE THAT RUNS BACK FROM
 OA1039'CAPE SAN SEBASTIAN.
 OA1039'
 OA1039'THE STATION IS MARKED BY A BOTTLE BURIED 3 FEET BELOW THE
 OA1039'SURFACE, AND AT THE SURFACE THERE ARE THREE STUBS WITH A COPPER
 OA1039'TACK IN THE TOP OF EACH, DISTANT 3 FEET AND BEARING N, S AND E
 OA1039'(MAGNETIC).
 OA1039
 OA1039                          STATION RECOVERY (1933)
 OA1039
 OA1039'RECOVERY NOTE BY OREGON GEODETIC SURVEY 1933
 OA1039'STATION RECOVERED.  MARK FOUND AS DESCRIBED.  STATION IS ABOUT
 OA1039'5.5 MILES AIR LINE S OF GOLD BEACH, ABOUT 0.25 MILE NE OF THE
 OA1039'JUNCTION OF THE OREGON COAST HIGHWAY AND THE ROAD TO CAPE
 OA1039'SEBASTIAN, AND ABOUT 0.1 MILE E OF THE MAIN HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2584 ***********************************************************************
 QE2584  DESIGNATION -  FAIRVIEW
 QE2584  PID         -  QE2584
 QE2584  STATE/COUNTY-  OR/LANE
 QE2584  USGS QUAD   -  HECETA HEAD (1984)
 QE2584
 QE2584                         *CURRENT SURVEY CONTROL
 QE2584  ___________________________________________________________________
 QE2584* NAD 83(1991)-  44 11 58.26625(N)    124 02 02.48046(W)     ADJUSTED  
 QE2584* NAVD 88     -       704.1    (meters)    2310.     (feet)  VERTCON   
 QE2584  ___________________________________________________________________
 QE2584  LAPLACE CORR-          12.43  (seconds)                    DEFLEC99
 QE2584  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 QE2584  HORZ ORDER  -  SECOND
 QE2584
 QE2584.The horizontal coordinates were established by classical geodetic methods
 QE2584.and adjusted by the National Geodetic Survey in October 1991.
 QE2584
 QE2584.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE2584.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE2584
 QE2584.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2584
 QE2584.The geoid height was determined by GEOID03.
 QE2584
 QE2584;                    North         East     Units Scale Factor Converg.
 QE2584;SPC OR S     -   287,333.576 1,217,568.896   MT  1.00005684   -2 25 04.1
 QE2584;SPC OR S     -   942,695.46  3,994,648.61   iFT  1.00005684   -2 25 04.1
 QE2584;SPC OR N     -    65,391.135 2,217,580.926   MT  1.00003637   -2 30 22.6
 QE2584;SPC OR N     -   214,537.84  7,275,527.97   iFT  1.00003637   -2 30 22.6
 QE2584;UTM  10      - 4,894,553.100   417,376.361   MT  0.99968396   -0 43 15.3
 QE2584
 QE2584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2584!SPC OR S     -   0.99989330  x   1.00005684  =   0.99995014
 QE2584!SPC OR N     -   0.99989330  x   1.00003637  =   0.99992967
 QE2584!UTM  10      -   0.99989330  x   0.99968396  =   0.99957730
 QE2584
 QE2584|---------------------------------------------------------------------|
 QE2584| PID    Reference Object                     Distance      Geod. Az  |
 QE2584|                                                           dddmmss.s |
 QE2584| CE1472 FAIRVIEW RM N                         8.650 METERS 01801     |
 QE2584| CE1470 FAIRVIEW RM 1                        23.085 METERS 04828     |
 QE2584| QE2280 HIGH BALD PEAK                      APPROX.35.1 KM 0752909.2 |
 QE2584| CE1471 FAIRVIEW RM NE                        8.178 METERS 07745     |
 QE2584| QE2585 HERMAN PK LOT                       APPROX. 8.5 KM 1682940.8 |
 QE2584|---------------------------------------------------------------------|
 QE2584
 QE2584                          SUPERSEDED SURVEY CONTROL
 QE2584
 QE2584  NAD 83(1986)-  44 11 58.27960(N)    124 02 02.53922(W) AD(       ) 2
 QE2584  NAD 27      -  44 11 58.85527(N)    124 01 58.10939(W) AD(       ) 2
 QE2584  NGVD 29 (07/19/86)  703.0    (m)         2306.     (f) VERT ANG    3  
 QE2584
 QE2584.Superseded values are not recommended for survey control.
 QE2584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2584.See file dsdata.txt to determine how the superseded data were derived.
 QE2584
 QE2584_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP1737694553(NAD 83)
 QE2584
 QE2584  HISTORY     - Date     Condition        Report By
 QE2584  HISTORY     - 1908     MONUMENTED       CGS
 QE2584  HISTORY     - 1927     SEE DESCRIPTION  CGS
 QE2584  HISTORY     - 1965     SEE DESCRIPTION  CGS
 QE2584  HISTORY     - 1978     SEE DESCRIPTION  NGS
 QE2584
 QE2584                          STATION DESCRIPTION
 QE2584
 QE2584'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 QE2584'ON THE HIGHEST PART OF FAIRVIEW MOUNTAIN, ABOUT 6 MILES NE OF
 QE2584'HECETA, BETWEEN TEN MILE CREEK AND ROCK CREEK.
 QE2584'
 QE2584'THE STATION IS MARKED AT THE SURFACE BY A BRONZE TABLET IN A
 QE2584'BOULDER AND UNDERGROUND BY A DRILL HOLE IN A BOULDER 12 TO 15
 QE2584'INCHES BELOW THE SURFACE.  TWO REFERENCE MARKS, EACH CONSISTING OF
 QE2584'A BRASS BOLT EMBEDDED IN A BOULDER, ARE AT THE FOLLOWING DISTANCES
 QE2584'AND AZIMUTHS FROM THE STATION.  8.56 METERS (28.1 FEET), 198 DEG
 QE2584'01 MIN AND 8.21 METERS (26.9 FEET), 257 DEG 45 MIN.
 QE2584
 QE2584                          STATION RECOVERY (1965)
 QE2584
 QE2584'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (PAS)
 QE2584'THE STATION MARK, REFERENCE MARK NO. 1 AND A BRASS BOLT WAS
 QE2584'RECOVERED IN GOOD CONDITION.  THE SECOND BRASS BOLT WAS SEARCHED
 QE2584'FOR BUT NOT RECOVERED.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 QE2584'
 QE2584'THE STATION IS 10 MILES SOUTH AND 5 MILES EAST OF U.S. HIGHWAY
 QE2584'101 ON THE HIGHEST PART OF FAIRVIEW MTN.
 QE2584'
 QE2584'TO REACH THE STATION FROM THE YACHATS POST OFFICE GO SOUTH ON
 QE2584'U.S. HIGHWAY 101 FOR 9.5 MILES TO A SIDE ROAD LEFT AND SIGN,
 QE2584'FAIRVIEW 7, TURN LEFT AND GO EAST ON FOREST SERVICE ROAD NO. 1656
 QE2584'FOR 6.6 MILES TO A SIDE ROAD LEFT, TURN LEFT AND GO EAST FOR 0.3
 QE2584'MILE TO THE SUMMIT AND STATION.
 QE2584'
 QE2584'THE STATION MARK IS AN UNSTAMPED OLD STYLE DISK CEMENTED IN A
 QE2584'DRILL HOLE IN A 1 FOOT BY 1 FOOT BOULDER THAT PROJECTS 4
 QE2584'INCHES.  IT IS ON THE NORTH AND HIGHER OF TWO KNOBS ON THE SUMMIT,
 QE2584'75 FEET NORTH OF THE TRACK ROAD AT THE END OF TRUCK TRAVEL AND
 QE2584'1.5 FEET SOUTH OF A METAL WITNESS POST.  (NOTE 4)
 QE2584'
 QE2584'REFERENCE MARK NO. 1, STAMPED FAIRVIEW NO 1 1927, IS A STANDARD
 QE2584'DISK CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS 3 INCHES,
 QE2584'74 FEET NORTHEAST OF THE WITNESS POST, 23 FEET SOUTHWEST OF THE
 QE2584'CENTER OF THE TRACK ROAD, 5 FEET SOUTH OF A PINE TREE WITH A
 QE2584'TRIANGLE BLAZE AND 2 FEET BELOW STATION ELEVATION.
 QE2584'
 QE2584'REFERENCE MARK NO. 2 IS A BRASS BOLT CEMENTED IN A DRILL HOLE IN
 QE2584'A BOULDER THAT PROJECTS 1 INCH, 34 FEET WEST OF THE CENTER OF THE
 QE2584'TRACK ROAD, 26 FEET EAST OF THE WITNESS POST, 5 FEET NORTHWEST OF
 QE2584'A PINE TREE WITH A TRIANGLE BLAZE AND 3 FEET BELOW STATION
 QE2584'ELEVATION.
 QE2584'
 QE2584'THERE WAS NO AZIMUTH MARK ESTABLISHED FOR THIS STATION.
 QE2584
 QE2584                          STATION RECOVERY (1978)
 QE2584
 QE2584'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 QE2584'THE STATION MARK, AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 QE2584'CONDITION AS DESCRIBED BY P.A.S. IN THE RECOVERY NOTE DATED
 QE2584'1965.  THE 16-FOOT POLE TOWER USED ON THE COOPERATIVE PROJECT WITH
 QE2584'THE STATE HIGHWAY DEPARTMENT IN 1965 REMAINS INTACT OVER THE
 QE2584'STATION.  THE STATION IS IN LOTS OF TREES, AND IT WOULD TAKE
 QE2584'EXTENSIVE CLEARING TO SEE OUT IN ANY DIRECTION.  THERE WAS NO
 QE2584'PLACE TO ESTABLISH AN AZIMUTH MARK.  THE FOLLOWING IS AN
 QE2584'ALTERNATE TO REACH.
 QE2584'
 QE2584'TO REACH THE STATION FROM THE YACHATS POST OFFICE GO SOUTH ON
 QE2584'U.S. HIGHWAY 101 FOR 9.5 MILES TO A GRAVELED SIDE ROAD LEFT,
 QE2584'TURN LEFT, AND GO EAST ON THE MOUNTAIN ROAD NO. 1656 FOR 6.6 MILES
 QE2584'TO A SELDOM USED TRACK ROAD ON THE LEFT, ON THE INSIDE OF A CURVE,
 QE2584'USING A 4-WHEEL DRIVE VEHICLE, TURN SHARP LEFT, AND GO NORTHERLY
 QE2584'ON THE SINGLE TRACK ROAD FOR 0.3 MILE TO THE SUMMIT, AND STATION
 QE2584'AT THE END OF THE ROAD.
 QE2584'
 QE2584'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QE2584'12 MILES SSE OF YACHATS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1913 ***********************************************************************
 RD1913  DESIGNATION -  FAIRVIEW 2
 RD1913  PID         -  RD1913
 RD1913  STATE/COUNTY-  OR/TILLAMOOK
 RD1913  USGS QUAD   -  TILLAMOOK (1985)
 RD1913
 RD1913                         *CURRENT SURVEY CONTROL
 RD1913  ___________________________________________________________________
 RD1913* NAD 83(1991)-  45 26 54.09357(N)    123 47 16.24932(W)     NO CHECK  
 RD1913* NAVD 88     -        44.     (meters)     144.     (feet)  SCALED    
 RD1913  ___________________________________________________________________
 RD1913  LAPLACE CORR-          18.73  (seconds)                    DEFLEC99
 RD1913  GEOID HEIGHT-         -21.87  (meters)                     GEOID03
 RD1913  HORZ ORDER  -  THIRD
 RD1913
 RD1913.The horizontal coordinates were established by classical geodetic methods
 RD1913.and adjusted by the National Geodetic Survey in October 1991.
 RD1913.No horizontal observational check was made to the station.
 RD1913
 RD1913.The orthometric height was scaled from a topographic map.
 RD1913
 RD1913.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1913
 RD1913.The geoid height was determined by GEOID03.
 RD1913
 RD1913;                    North         East     Units Scale Factor Converg.
 RD1913;SPC OR N     -   203,217.848 2,242,888.477   MT  0.99990647   -2 19 54.1
 RD1913;SPC OR N     -   666,725.22  7,358,558.00   iFT  0.99990647   -2 19 54.1
 RD1913;UTM  10      - 5,033,061.257   438,391.817   MT  0.99964667   -0 33 41.2
 RD1913
 RD1913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1913!SPC OR N     -   0.99999652  x   0.99990647  =   0.99990299
 RD1913!UTM  10      -   0.99999652  x   0.99964667  =   0.99964319
 RD1913
 RD1913|---------------------------------------------------------------------|
 RD1913| PID    Reference Object                     Distance      Geod. Az  |
 RD1913|                                                           dddmmss.s |
 RD1913| RD1901 FAIRVIEW RESET                       51.858 METERS 07458     |
 RD1913| DD9685 FAIRVIEW 2 RM 4                       8.699 METERS 18233     |
 RD1913| RD1897 TILLAMOOK RADIO STA KTIL TOWER      APPROX. 6.7 KM 2780432.6 |
 RD1913| RD1915 FAIRVIEW 2 AZ MK                    429.827 METERS 3104019.5 |
 RD1913| RD1914 FAIRVIEW 2 RM 3                      10.702 METERS 35752     |
 RD1913|---------------------------------------------------------------------|
 RD1913
 RD1913                          SUPERSEDED SURVEY CONTROL
 RD1913
 RD1913  NAD 83(1986)-  45 26 54.12227(N)    123 47 16.24717(W) AD(       ) 3
 RD1913  NAD 27      -  45 26 54.74237(N)    123 47 11.80074(W) AD(       ) 3
 RD1913
 RD1913.Superseded values are not recommended for survey control.
 RD1913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1913.See file dsdata.txt to determine how the superseded data were derived.
 RD1913
 RD1913_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR3839233061(NAD 83)
 RD1913_MARKER: DS = TRIANGULATION STATION DISK
 RD1913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD1913_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RD1913
 RD1913  HISTORY     - Date     Condition        Report By
 RD1913  HISTORY     - 1979     MONUMENTED       NGS
 RD1913
 RD1913                          STATION DESCRIPTION
 RD1913
 RD1913'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 RD1913'THE STATION IS LOCATED ABOUT 2-1/2 MILES EAST OF TILLAMOOK, ABOUT 3/4
 RD1913'MILE SOUTH OF THE FAIRVIEW SCHOOL AND AT THE EAST SIDE OF THE SUNSET
 RD1913'HEIGHTS MEMORIAL GARDENS CEMETRY.
 RD1913'
 RD1913'TO REACH THE STATION FROM THE POST OFFICE GO EAST ON THIRD 0.1 MILE,
 RD1913'BARE RIGHT ON THIRD AND GO 2.3 MI, TURN RIGHT ON TRASK RIVER ROAD 0.5
 RD1913'MILE TO AZIMUTH MARK ON THE RIGHT.  CONTINUE ON FOR 0.5 MILE TO A
 RD1913'PRIVATE DRIVE ON THE LEFT.  TURN LEFT ON PRIVATE DRIVE AND GO 0.25
 RD1913'MILE TO STATION ON THE LEFT.
 RD1913'
 RD1913'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
 RD1913'---FAIRVIEW 2 1979---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 RD1913'30 CM (12 INCHES) IN DIAMETER PROJECTING 5 CM (2 INCHES) ABOVE THE
 RD1913'GROUND LOCATED 11.3 METERS (37 FEET) W FROM THE CENTERLINE OF A ROCK
 RD1913'ROAD, 13.7 METERS (45 FEET) SSW FROM A BEND IN THE FENCE LINE, 1.2
 RD1913'METERS (4 FEET) E FROM A FENCE ON THE EAST SIDE OF A CEMETERY, AND
 RD1913'0.94 METER (3.1 FEET) E FROM A METAL WITNESS POST.
 RD1913'
 RD1913'THE UNDERGROUND MARK IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 RD1913'STAMPED---FAIRVIEW 2 1979---SET INTO AN IRREGULAR MASS OF CONCRETE
 RD1913'1.07 METERS (3.5 FEET) BELOW THE SURFACE.
 RD1913'
 RD1913'REFERENCE MARK NO. 3 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 RD1913'STAMPED---FAIRVIEW 2 1979 NO 3---SET INTO THE TOP OF A ROUND
 RD1913'CONCRETE MONUMENT 20 CM (8 INCHES) IN DIAMETER PROJECTING 5 CM (2
 RD1913'INCHES) ABOVE THE GROUND LOCATED 12.2 METERS (40 FEET) W FROM THE
 RD1913'CENTERLINE OF A ROAD, 71.6 METERS (235 FEET) SW FROM AN 8 INCH IN
 RD1913'DIAMETER SPRUCE TREE, 3.0 METERS (10 FEET) S FROM A BEND IN THE
 RD1913'FENCE, 0.76 METER (2.5 FEET) E FROM A FENCE, AND 0.9 METER (3 FEET)
 RD1913'HIGHER THAN THE STATION.
 RD1913'
 RD1913'REFERENCE MARK NO. 4 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 RD1913'STAMPED---FAIRVIEW 1979 NO 4---SET INTO THE TOP OF A ROUND CONCRETE
 RD1913'MONUMENT 20 CM (8 INCHES) IN DIAMETER PROJECTING 5 CM (2 INCHES)
 RD1913'ABOVE THE GROUND LOCATED 14.0 METERS (46 FEET) W FROM THE CENTER LINE
 RD1913'OF A ROAD, 0.9 METER (3 FEET) E FROM A FENCE, AND 0.9 METER (3 FEET)
 RD1913'LOWER THAN THE STATION.
 RD1913'
 RD1913'AZIMUTH MARK NO. 1 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 RD1913'STAMPED---FAIRVIEW 2 1979---SET INTO THE TOP OF A ROUND CONCRETE
 RD1913'MONUMENT 25 CM (10 INCHES) IN DIAMETER FLUSH WITH THE GROUND LOCATED
 RD1913'11.3 METERS (37 FEET) N FROM THE CENTERLINE OF ROAD LEADING TO A
 RD1913'BARN, 7.80 METERS (25.6 FEET) W FROM THE CENTERLINE OF PAVED ROAD
 RD1913'(TRASK RIVER ROAD), 5.03 METERS (16.5 FEET) N FROM A FENCE CORNER,
 RD1913'3.29 METERS (10.8 FEET) N FROM A POWER POLE, 0.37 METER (1.2 FEET) E
 RD1913'FROM A FENCE, AND 0.37 METER (1.2 FEET) E FROM A WITNESS POST.
 RD1913'
 RD1913'TRIANGULATION STATION FAIRVIEW 1955 WAS NOT DESTROYED AT THIS TIME.
 RD1913'THE PROPERTY OWNER, MR ROSENBERG, HAS SUB-DIVIDED THE PROPERTY BUT
 RD1913'SAYS IT MIGHT BE SEVERAL YEARS BEFORE IT IS BUILT ON.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2319 ***********************************************************************
 RD2319  DESIGNATION -  FAIRVIEW CUPOLA
 RD2319  PID         -  RD2319
 RD2319  STATE/COUNTY-  OR/MULTNOMAH
 RD2319  USGS QUAD   -  CAMAS (1993)
 RD2319
 RD2319                         *CURRENT SURVEY CONTROL
 RD2319  ___________________________________________________________________
 RD2319* NAD 83(1991)-  45 32 22.87043(N)    122 26 11.37392(W)     NO CHECK  
 RD2319* NAVD 88     -              **(meters)            **(feet)            
 RD2319  ___________________________________________________________________
 RD2319  LAPLACE CORR-           3.06  (seconds)                    DEFLEC99
 RD2319  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 RD2319  HORZ ORDER  -  THIRD
 RD2319
 RD2319.The horizontal coordinates were established by classical geodetic methods
 RD2319.and adjusted by the National Geodetic Survey in October 1991.
 RD2319.No horizontal observational check was made to the station.
 RD2319
 RD2319
 RD2319.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2319
 RD2319.The geoid height was determined by GEOID03.
 RD2319
 RD2319;                    North         East     Units Scale Factor Converg.
 RD2319;SPC OR N     -   209,947.134 2,348,781.100   MT  0.99991552   -1 22 24.0
 RD2319;SPC OR N     -   688,802.93  7,705,974.74   iFT  0.99991552   -1 22 24.0
 RD2319;SPC WA S     -    24,793.405   348,757.017   MT  1.00007946   -1 24 24.0
 RD2319;SPC WA S     -    81,343.03  1,144,213.65   sFT  1.00007946   -1 24 24.0
 RD2319;UTM  10      - 5,043,059.958   543,994.067   MT  0.99962380   +0 24 07.9
 RD2319
 RD2319                          SUPERSEDED SURVEY CONTROL
 RD2319
 RD2319  NAD 83(1986)-  45 32 22.88567(N)    122 26 11.37940(W) AD(       ) 4
 RD2319  NAD 27      -  45 32 23.44930(N)    122 26 07.05470(W) AD(       ) 3
 RD2319
 RD2319.Superseded values are not recommended for survey control.
 RD2319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2319.See file dsdata.txt to determine how the superseded data were derived.
 RD2319
 RD2319_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER4399443060(NAD 83)
 RD2319
 RD2319  HISTORY     - Date     Condition        Report By
 RD2319  HISTORY     - 1891     MONUMENTED       CGS
 RD2319  HISTORY     - 1945     SEE DESCRIPTION  CGS
 RD2319  HISTORY     - 1961     SEE DESCRIPTION  CGS
 RD2319  HISTORY     - 19941005 MARK NOT FOUND   USPSQD
 RD2319
 RD2319                          STATION DESCRIPTION
 RD2319
 RD2319'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAE)
 RD2319'THE AREA IN WHICH THIS CUPOLA IS INDICATED BY ITS GEOGRAPHIC
 RD2319'POSITION WAS SEARCHED THOROUGHLY.  NO CUPOLA EXISTS HERE.
 RD2319'
 RD2319'IT IS RECOMMENDED THAT THE STATION BE CONSIDERED DESTROYED.
 RD2319
 RD2319                          STATION RECOVERY (1961)
 RD2319
 RD2319'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (FN)
 RD2319'THERE IS NO CUPOLA IN THIS AREA.  THIS INTERSECTION STATION HAS
 RD2319'BEEN LOST FOR SEVERAL YEARS.
 RD2319
 RD2319                          STATION RECOVERY (1994)
 RD2319
 RD2319'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD2319'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2334 ***********************************************************************
 RD2334  DESIGNATION -  FAIRVIEW DAIRY ELEVATED TANK
 RD2334  PID         -  RD2334
 RD2334  STATE/COUNTY-  OR/MULTNOMAH
 RD2334  USGS QUAD   -  CAMAS (1993)
 RD2334
 RD2334                         *CURRENT SURVEY CONTROL
 RD2334  ___________________________________________________________________
 RD2334* NAD 83(1991)-  45 32 02.94468(N)    122 26 27.68619(W)     ADJUSTED  
 RD2334* NAVD 88     -              **(meters)            **(feet)            
 RD2334  ___________________________________________________________________
 RD2334  LAPLACE CORR-           2.91  (seconds)                    DEFLEC99
 RD2334  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 RD2334  HORZ ORDER  -  THIRD
 RD2334
 RD2334.The horizontal coordinates were established by classical geodetic methods
 RD2334.and adjusted by the National Geodetic Survey in October 1991.
 RD2334
 RD2334
 RD2334.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2334
 RD2334.The geoid height was determined by GEOID03.
 RD2334
 RD2334;                    North         East     Units Scale Factor Converg.
 RD2334;SPC OR N     -   209,340.690 2,348,412.555   MT  0.99991490   -1 22 35.6
 RD2334;SPC OR N     -   686,813.29  7,704,765.60   iFT  0.99991490   -1 22 35.6
 RD2334;SPC WA S     -    24,187.075   348,388.058   MT  1.00008121   -1 24 35.8
 RD2334;SPC WA S     -    79,353.76  1,143,003.15   sFT  1.00008121   -1 24 35.8
 RD2334;UTM  10      - 5,042,442.567   543,644.590   MT  0.99962342   +0 23 56.1
 RD2334
 RD2334                          SUPERSEDED SURVEY CONTROL
 RD2334
 RD2334  NAD 83(1986)-  45 32 02.96002(N)    122 26 27.69168(W) AD(       ) 4
 RD2334  NAD 27      -  45 32 03.52530(N)    122 26 23.35960(W) AD(       ) 3
 RD2334
 RD2334.Superseded values are not recommended for survey control.
 RD2334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2334.See file dsdata.txt to determine how the superseded data were derived.
 RD2334
 RD2334_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER4364542443(NAD 83)
 RD2334_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD2334+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2005
 RD2334
 RD2334  HISTORY     - Date     Condition        Report By
 RD2334  HISTORY     - 1938     MONUMENTED       CGS
 RD2334  HISTORY     - 1945     SEE DESCRIPTION  CGS
 RD2334  HISTORY     - 1961     SEE DESCRIPTION  CGS
 RD2334  HISTORY     - 1966     SEE DESCRIPTION  CGS
 RD2334  HISTORY     - 19941005 GOOD             USPSQD
 RD2334  HISTORY     - 20040405 GOOD             USPSQD
 RD2334  HISTORY     - 20050420 GOOD             USPSQD
 RD2334
 RD2334                          STATION DESCRIPTION
 RD2334
 RD2334'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (WMS)
 RD2334'ELEVATED, SILVER, FAIRVIEW, OREGON.
 RD2334
 RD2334                          STATION RECOVERY (1945)
 RD2334
 RD2334'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (RAE)
 RD2334'THE TANK WHICH IS LOCATED AT THIS POINT IS CLEARLY LABELED FAIRVIEW
 RD2334'WATERWORKS.  AS THERE IS NO ELEVATED TANK AT THE FAIRVIEW FARMS
 RD2334'DAIRY, IT IS RECOMMENDED THAT THE NAME OF THIS TANK BE CHANGED TO
 RD2334'TANK, SILVER, FAIRVIEW WATERWORKS, 1938.
 RD2334
 RD2334                          STATION RECOVERY (1961)
 RD2334
 RD2334'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (FN)
 RD2334'THIS TANK IS IN GOOD CONDITION, THERE IS NO DAIRY NEAR IT NOW.  THIS
 RD2334'TANK IS ABOUT 1/2 MILE, AIRLINE SOUTH SOUTHWEST OF THE RAIL ROAD
 RD2334'DEPOT AT FAIRVIEW, AND IS ON THE NORTH SIDE OF N.E. HALSEY STREET.
 RD2334
 RD2334                          STATION RECOVERY (1966)
 RD2334
 RD2334'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JJC)
 RD2334'THE STATION WAS RECOVERED AS DESCRIBED BY R.A.E. IN 1945.  THE TANK
 RD2334'IS PRESENTLY IN POOR CONDITION.
 RD2334
 RD2334                          STATION RECOVERY (1994)
 RD2334
 RD2334'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD2334'RECOVERED IN GOOD CONDITION.
 RD2334
 RD2334                          STATION RECOVERY (2004)
 RD2334
 RD2334'RECOVERY NOTE BY US POWER SQUADRON 2004 (RHC)
 RD2334'TALL CYCLINDERICAL TANK, IGHT GREEN COLOR LOCATED JUST NORTH OF HALSEY
 RD2334'AND WEST OF 7TH ST. IN FAIRVIEW, OR.
 RD2334
 RD2334                          STATION RECOVERY (2005)
 RD2334
 RD2334'RECOVERY NOTE BY US POWER SQUADRON 2005 (RHC)
 RD2334'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 DF9366 ***********************************************************************
 DF9366  DESIGNATION -  FAIRVIEW PARK
 DF9366  PID         -  DF9366
 DF9366  STATE/COUNTY-  OR/KLAMATH
 DF9366  USGS QUAD   -  KLAMATH FALLS (1985)
 DF9366
 DF9366                         *CURRENT SURVEY CONTROL
 DF9366  ___________________________________________________________________
 DF9366* NAD 83(2007)-  42 14 12.03661(N)    121 47 00.62049(W)     ADJUSTED  
 DF9366* NAVD 88     -      1300.3    (meters)    4266.     (feet)  GPS OBS   
 DF9366  ___________________________________________________________________
 DF9366  EPOCH DATE  -        2007.00
 DF9366  X           -  -2,491,508.811 (meters)                     COMP
 DF9366  Y           -  -4,020,976.547 (meters)                     COMP
 DF9366  Z           -   4,265,962.797 (meters)                     COMP
 DF9366  LAPLACE CORR-           3.15  (seconds)                    DEFLEC99
 DF9366  ELLIP HEIGHT-        1277.608 (meters)          (02/10/07) ADJUSTED
 DF9366  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 DF9366
 DF9366  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DF9366  Type    PID    Designation                      North   East  Ellip
 DF9366  -------------------------------------------------------------------
 DF9366  NETWORK DF9366 FAIRVIEW PARK                     0.57   0.45   2.25
 DF9366  -------------------------------------------------------------------
 DF9366
 DF9366.The horizontal coordinates were established by GPS observations
 DF9366.and adjusted by the National Geodetic Survey in February 2007.
 DF9366
 DF9366.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DF9366.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DF9366.The horizontal coordinates are valid at the epoch date displayed above.
 DF9366.The epoch date for horizontal control is a decimal equivalence
 DF9366.of Year/Month/Day.
 DF9366
 DF9366.The orthometric height was determined by GPS observations and a
 DF9366.high-resolution geoid model.
 DF9366
 DF9366.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9366
 DF9366.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF9366
 DF9366.The ellipsoidal height was determined by GPS observations
 DF9366.and is referenced to NAD 83.
 DF9366
 DF9366.The geoid height was determined by GEOID03.
 DF9366
 DF9366;                    North         East     Units Scale Factor Converg.
 DF9366;SPC OR S     -    64,131.935 1,394,056.958   MT  1.00002574   -0 52 41.2
 DF9366;SPC OR S     -   210,406.61  4,573,677.68   iFT  1.00002574   -0 52 41.2
 DF9366;UTM  10      - 4,676,771.046   600,373.715   MT  0.99972396   +0 49 04.0
 DF9366
 DF9366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9366!SPC OR S     -   0.99979966  x   1.00002574  =   0.99982540
 DF9366!UTM  10      -   0.99979966  x   0.99972396  =   0.99952368
 DF9366
 DF9366                          SUPERSEDED SURVEY CONTROL
 DF9366
 DF9366  NAD 83(1998)-  42 14 12.03457(N)    121 47 00.62086(W) AD(       ) 1
 DF9366
 DF9366.Superseded values are not recommended for survey control.
 DF9366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9366.See file dsdata.txt to determine how the superseded data were derived.
 DF9366
 DF9366_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM0037476771(NAD 83)
 DF9366_MARKER: DD = SURVEY DISK
 DF9366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9366_STAMPING: FAIRVIEW PARK 2003
 DF9366_MARK LOGO: OR-035
 DF9366_PROJECTION: FLUSH
 DF9366_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF9366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF9366+STABILITY: SURFACE MOTION
 DF9366_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9366+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2003
 DF9366
 DF9366  HISTORY     - Date     Condition        Report By
 DF9366  HISTORY     - 20030401 MONUMENTED       OR-035
 DF9366
 DF9366                          STATION DESCRIPTION
 DF9366
 DF9366'DESCRIBED BY KLAMATH COUNTY OREGON 2003 (MM)
 DF9366'THE STATION IS LOCATED ABOUT 1.6 KM (1.0 MI) NORTH OF KLAMATH FALLS,
 DF9366'ON THE EAST SIDE OF
 DF9366'FAIRVIEW PARK, AND ABOUT 15 M (50 FT) EAST OF THE BASEBALL FIELD
 DF9366'BACKSTOP NEAR THREE
 DF9366'CONCRETE PADS.  OWNERSHIP -- CITY OF KLAMATH FALLS, PARK DEPARTMENT,
 DF9366'2680 MEMORIAL
 DF9366'DRIVE, KLAMATH FALLS, OR 97601.  PHONE 541-883-5371.
 DF9366' 
 DF9366'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 97 AND STATE
 DF9366'HIGHWAY 39 ON THE
 DF9366'NORTH SIDE OF KLAMATH FALLS, GO SOUTHEAST ON HIGHWAY 39 (KIT CARSON
 DF9366'WAY) FOR 2.3 KM (1.45
 DF9366'MI) TO THE INTERSECTION OF PORTLAND STREET.  TURN RIGHT, SOUTHWEST, ON
 DF9366'PORTLAND
 DF9366'STREET FOR 0.24 KM (0.15 MI) TO THE INTERSECTION OF CRESCENT STREET.
 DF9366'TURN RIGHT, NORTH,
 DF9366'ON CRESCENT STREET FOR 0.4 KM (0.25 MI) TO THE INTERSECTION OF SHELLY
 DF9366'STREET.  TURN LEFT,
 DF9366'WEST, ON SHELLY STREET FOR 0.4 KM (0.25 MI) TO THE INTERSECTION OF
 DF9366'WORDEN STREET.  TURN
 DF9366'LEFT, SOUTH, ON WORDEN STREET FOR 0.15 KM (0.1 MI) TO THE INTERSECTION
 DF9366'OF ALLISON STREET.
 DF9366'TURN LEFT, EAST, ON ALLISON STREET FOR 0.08 KM (0.05 MI) TO THE END OF
 DF9366'ALLISON STREET AND
 DF9366'THE STATION TO THE EAST ABOUT 76 M (250 FT).
 DF9366' 
 DF9366'THE STATION IS A BRASS KLAMATH COUNTY SURVEY DISK SET IN TOP OF A 30
 DF9366'CM ROUND CONCRETE
 DF9366'MONUMENT FLUSH WITH THE GROUND.  IT IS LOCATED 18.2 M (60.0 FT)
 DF9366'NORTHEAST FROM THE
 DF9366'SOUTHERLY END OF THE BASEBALL FIELD BACKSTOP FENCE, 3.2 M (10.5 FT)
 DF9366'NORTH FROM THE
 DF9366'SECOND MOST NORTHERLY CONCRETE PAD, AND 2.5 M (8.0 FT) EAST FROM THE
 DF9366'MOST NORTHERLY
 DF9366'CONCRETE PAD.
 DF9366' 
 DF9366'
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1901 ***********************************************************************
 RD1901  DESIGNATION -  FAIRVIEW RESET
 RD1901  PID         -  RD1901
 RD1901  STATE/COUNTY-  OR/TILLAMOOK
 RD1901  USGS QUAD   -  TILLAMOOK (1985)
 RD1901
 RD1901                         *CURRENT SURVEY CONTROL
 RD1901  ___________________________________________________________________
 RD1901* NAD 83(1991)-  45 26 54.52924(N)    123 47 13.94456(W)     ADJUSTED  
 RD1901* NAVD 88     -        53.     (meters)     174.     (feet)  SCALED    
 RD1901  ___________________________________________________________________
 RD1901  LAPLACE CORR-          18.74  (seconds)                    DEFLEC99
 RD1901  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 RD1901  HORZ ORDER  -  SECOND
 RD1901
 RD1901.The horizontal coordinates were established by classical geodetic methods
 RD1901.and adjusted by the National Geodetic Survey in October 1991.
 RD1901
 RD1901.The orthometric height was scaled from a topographic map.
 RD1901
 RD1901.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1901
 RD1901.The geoid height was determined by GEOID03.
 RD1901
 RD1901;                    North         East     Units Scale Factor Converg.
 RD1901;SPC OR N     -   203,229.249 2,242,939.062   MT  0.99990648   -2 19 52.5
 RD1901;SPC OR N     -   666,762.63  7,358,723.96   iFT  0.99990648   -2 19 52.5
 RD1901;UTM  10      - 5,033,074.211   438,442.012   MT  0.99964659   -0 33 39.6
 RD1901
 RD1901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1901!SPC OR N     -   0.99999511  x   0.99990648  =   0.99990159
 RD1901!UTM  10      -   0.99999511  x   0.99964659  =   0.99964170
 RD1901
 RD1901|---------------------------------------------------------------------|
 RD1901| PID    Reference Object                     Distance      Geod. Az  |
 RD1901|                                                           dddmmss.s |
 RD1901| DD9683 FAIRVIEW RM 1                         9.454 METERS 22944     |
 RD1901| RD1904 BURTON                              APPROX. 5.2 KM 2440028.4 |
 RD1901| RD1913 FAIRVIEW 2                           51.858 METERS 25458     |
 RD1901| RD1897 TILLAMOOK RADIO STA KTIL TOWER      APPROX. 6.7 KM 2775413.1 |
 RD1901| DD9684 FAIRVIEW RM 2                        11.161 METERS 30510     |
 RD1901|---------------------------------------------------------------------|
 RD1901
 RD1901                          SUPERSEDED SURVEY CONTROL
 RD1901
 RD1901  NAD 83(1986)-  45 26 54.55794(N)    123 47 13.94238(W) AD(       ) 2
 RD1901  NAD 27      -  45 26 55.17800(N)    123 47 09.49600(W) AD(       ) 2
 RD1901
 RD1901.Superseded values are not recommended for survey control.
 RD1901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1901.See file dsdata.txt to determine how the superseded data were derived.
 RD1901
 RD1901_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR3844233074(NAD 83)
 RD1901_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RD1901_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 RD1901
 RD1901  HISTORY     - Date     Condition        Report By
 RD1901  HISTORY     - 1955     MONUMENTED       CGS
 RD1901  HISTORY     - 1964     GOOD             CGS
 RD1901  HISTORY     - 1970     SEE DESCRIPTION  BPA
 RD1901  HISTORY     - 1972     SEE DESCRIPTION  NGS
 RD1901  HISTORY     - 1979     POOR             NGS
 RD1901
 RD1901                          STATION DESCRIPTION
 RD1901
 RD1901'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (FN)
 RD1901'ABOUT 2.6 MILES EAST OF TILLAMOOK, ABOUT 0.7 MILES SOUTHEAST OF
 RD1901'THE FAIRVIEW SCHOOL, ABOUT 100 METERS NORTHEAST OF THE SUNSET
 RD1901'HEIGHTS MEMORIAL GARDENS, CEMETERY, 47.0 METERS EAST OF FENCE
 RD1901'LINE, 42.5 METERS EAST OF 40 FOOT, TWIN SPRUCE TREE, 10.8 METERS
 RD1901'SOUTHEAST OF A 10-FOOT BUSHY FIR TREE, 7.0 METERS SOUTH OF A
 RD1901'15-FOOT ALDER TREE, AND 1 METER SOUTH OF A 4-INCH SQUARE WITNESS
 RD1901'POST.  IT IS A STANDARD TRIANGULATION STATION DISK STAMPED
 RD1901'FAIRVIEW 1955 SET IN A CONCRETE MONUMENT THAT PROJECTS 2 INCHES.
 RD1901'
 RD1901'UNDERGROUND MARK IS A STANDARD TRIANGULATION STATION DISK STAMPED
 RD1901'FAIRVIEW 1955 SET ABOUT 3-1/2 FEET BELOW THE GROUND.
 RD1901'
 RD1901'REFERENCE MARK NO. 1 IS 5-1/2 FEET LOWER THAN THE STATION.  IT IS
 RD1901'A STANDARD REFERENCE MARK DISK STAMPED FAIRVIEW NO 1 1955 SET IN THE
 RD1901'TOP OF A CONCRETE MONUMENT PROJECTING 2 INCHES.
 RD1901'
 RD1901'REFERENCE MARK NO. 2 IS ABOUT 9 FEET LOWER THAN THE STATION.  IT
 RD1901'IS A STANDARD REFERENCE MARK DISK STAMPED FAIRVIEW NO 2 1955 SET
 RD1901'IN A CONCRETE MONUMENT PROJECTING 8 INCHES.
 RD1901'
 RD1901'TO REACH FROM MAIN AVENUE AND FIRST STREET IN TILLAMOOK GO SOUTH
 RD1901'ON MAIN AVENUE FOR 0.1 MILE TO INTERSECTION OF MAIN AVENUE AND
 RD1901'THIRD STREET, TURN LEFT (EAST) ON THIRD STREET (STATE HIGHWAY 6)
 RD1901'GO 2.5 MILES TO INTERSECTION, TURN RIGHT (SOUTH) PAST FAIRVIEW
 RD1901'SCHOOL, GO 0.9 MILE, TURN SHARP LEFT, GO 0.2 MILE PAST THE
 RD1901'FORSLUND RESIDENCE, THROUGH GATE, FOLLOW OLD ROAD TO LARGE
 RD1901'SPRUCE TREE ON LEFT, (END OF TRUCK TRAVEL) GO ABOUT 35 METERS
 RD1901'RIGHT, (EAST) UP SLOPE TO STATION.
 RD1901
 RD1901                          STATION RECOVERY (1964)
 RD1901
 RD1901'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (PAS)
 RD1901'THE STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 RD1901'DIFFERENCE IN THE HORIZONTAL ANGLE TO REFERENCE MARK NO. 1 WAS
 RD1901'FOUND.  A METAL WITNESS POST WAS PLACED 2.5 FEET SOUTHEAST OF THE
 RD1901'STATION MARK.  LANDMARKS HAVE CHANGED.  A NEW TO REACH AND A NEW
 RD1901'BOX SCORE FOLLOWS.
 RD1901'
 RD1901'TO REACH THE STATION FROM THE TILLAMOOK POST OFFICE GO EAST ON THIRD
 RD1901'STREET FOR 2.5 MILES TO A CROSSROAD, FAIRVIEW SCHOOL IN THE
 RD1901'SOUTHEAST ANGLE, TURN RIGHT AND GO SOUTH ON THE MACADAM ROAD FOR
 RD1901'0.7 MILE TO THE ENTRANCE TO THE SUNSET HEIGHTS MEMORIAL GARDENS,
 RD1901'CEMETERY ON THE LEFT, TURN LEFT AND GO EAST ON GRAVELED ROAD FOR 0.1
 RD1901'MILE TO AN OFFICE ON THE LEFT AND A GRAVELED ROAD LEFT, TURN LEFT
 RD1901'AND GO NORTH 0.05 MILE TO THE END OF TRUCK TRAVEL AT A MASONRY
 RD1901'BUILDING.  FROM HERE PACK EAST TO A NORTH-SOUTH FENCE LINE,
 RD1901'CROSS FENCE AND CONTINUE EAST 350 FEET TO THE STATION.
 RD1901
 RD1901                          STATION RECOVERY (1970)
 RD1901
 RD1901'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1970
 RD1901'TO REACH DESCRIPTION IS ADEQUATE.  STATION AND R.MS 1 AND 2 FOUND
 RD1901'IN GOOD CONDITION.  THE AREA HAS BEEN LOGGED OFF AND GROWN BACK
 RD1901'WITH BLACK BERRIES AND SALMON BRUSH.
 RD1901
 RD1901                          STATION RECOVERY (1972)
 RD1901
 RD1901'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 RD1901'THE STATION MARK, AND BOTH REFERENCE MARKS WERE RECOVERED AS
 RD1901'DESCRIBED.
 RD1901'
 RD1901'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RD1901'3 MILES EAST OF TILLAMOOK.
 RD1901
 RD1901                          STATION RECOVERY (1979)
 RD1901
 RD1901'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 RD1901'THE STATION MARK WAS FOUND LYING ON ITS SIDE.  THE BOTTOM PART OF THE
 RD1901'MONUMENT WAS BROKEN OFF.  BOTH RM 1 AND RM 2 WERE RECOVERED IN GOOD
 RD1901'CONDITION.  THE UNDERGROUND MARK WAS DUG FOR AND RECOVERED IN GOOD
 RD1901'CONDITION.
 RD1901'
 RD1901'THE AREA IS BEING SUB-DIVIDED.  AT THE PROPERTY OWNERS REQUEST A NEW
 RD1901'STATION WAS ESTABLISHED, AT THIS TIME.  THE BROKEN MONUMENT WAS SET
 RD1901'BACK IN THE HOLE DIRECTLY OVER THE UNDERGROUND MARK.  THE ANGLE
 RD1901'BETWEEN THE REFERENCE MARKS CHECKED BY 3 MINUTES AND 43
 RD1901'SECONDS.  THE DISTANCE TO RM 1 CHECKED FLAT WHILE THE DISTANCE TO
 RD1901'RM 2 DIFFERED BY 0.014 METER, FROM THE 1955 OBSERVATIONS.
 RD1901'
 RD1901'THE STATION IS LOCATED ABOUT 2 1/2 MILES EAST OF TILLAMOOK, ABOUT 3/4
 RD1901'MILE SOUTH OF THE FAIRVIEW SCHOOL AND ABOUT 160 FEET EAST OF THE EAST
 RD1901'SIDE OF THE SUNSET HEIGHTS MEMORIAL GARDENS CEMETERY.
 RD1901'
 RD1901'TO REACH THE STATION FROM THE POST OFFICE IN TILLAMOOK GO EAST ON
 RD1901'THIRD 0.1 MILE, BARE RIGHT ON THIRD AND GO 2.3 MILES TO A CROSSROAD,
 RD1901'TURN RIGHT ON TRASK RIVER ROAD AND GO 1.0 MILE TO A PRIVATE DRIVE ON
 RD1901'THE LEFT, TURN LEFT ONTO THE PRIVATE DRIVE AND GO 0.25 MILE TO WHERE
 RD1901'THE CEMETERY ON THE LEFT MAKES A BEND EAST.  THE STATION IS ABOUT 100
 RD1901'FEET ON THE SLOPE OF THE HILL TO THE RIGHT, EAST.
 RD1901'
 RD1901'THE STATION IS A STANDARD US COAST AND GEODETIC SURVEY (NOW NOS) DISK
 RD1901'STAMPED---FAIRVIEW 1955---SET INTO THE TOP OF A SQUARE CONCRETE
 RD1901'MONUMENT 25 CM (10 INCHES) ON SIDE RECESSED 15 CM (6 INCHES) BELOW
 RD1901'THE GROUND LOCATED 45.7 METERS (150 FEET) E FROM THE MAIN DRIVEWAY UP
 RD1901'TO THE TOP OF THE HILL, 13.56 METERS (44.5 FEET) S FROM AN OLD ROAD,
 RD1901'7.0 METERS (23 FEET) SSW FROM A LARGE 30 INCH IN DIAMETER TWIN ALDER,
 RD1901'AND 0.67 METER (2.2 FEET) W FROM A METAL WITNESS POST.
 RD1901'
 RD1901'THE UNDERGROUND MARK IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 RD1901'NOS) DISK STAMPED---FAIRVIEW 1955---SET INTO AN IRREGULAR MASS OF
 RD1901'CONCRETE 0.9 METER (3 FEET) BELOW THE SURFACE.
 RD1901'
 RD1901'REFERENCE MARK NO. 2 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 RD1901'NOS) DISK STAMPED---FAIRVIEW NO 2 1955---LOCATED 15.2 METERS (50
 RD1901'FEET) E FROM WHERE NEW ROAD CUT THROUGH THE OLD ROAD TO TOP OF HILL,
 RD1901'4.3 METERS (14 FEET) S FROM CENTERLINE OF OLD ROAD, AND 11.0 METERS
 RD1901'(36 FEET) LOWER THAN THE STATION.
 RD1901'
 RD1901'REFERENCE MARK NO. 1 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 RD1901'NOS) DISK STAMPED---FAIRVIEW NO 2 1955---SET INTO THE TOP OF A
 RD1901'SQUARE CONCRETE MONUMENT 20 CM (8 INCHES) ON SIDE PROJECTING 8 CM (3
 RD1901'INCHES) ABOVE THE GROUND LOCATED 39.6 METERS (130 FEET) E FROM THE
 RD1901'CENTERLINE OF A ROCK ROAD, 6.86 METERS (22.5 FEET) NNE FROM A 12 INCH
 RD1901'IN DIAMETER SPRUCE TREE, AND 1.2 METERS (4 FEET) LOWER THAN THE
 RD1901'STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0888 ***********************************************************************
 PC0888  DESIGNATION -  FAIRVIEW RM 2
 PC0888  PID         -  PC0888
 PC0888  STATE/COUNTY-  OR/LANE
 PC0888  USGS QUAD   -  FAIRVIEW PEAK (1986)
 PC0888
 PC0888                         *CURRENT SURVEY CONTROL
 PC0888  ___________________________________________________________________
 PC0888* NAD 83(1991)-  43 35 08.85591(N)    122 39 11.85862(W)     ADJUSTED  
 PC0888* NAVD 88     -      1808.51   (+/-2cm)    5933.4    (feet)  VERTCON   
 PC0888  ___________________________________________________________________
 PC0888  LAPLACE CORR-           5.98  (seconds)                    DEFLEC99
 PC0888  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 PC0888  HORZ ORDER  -  SECOND
 PC0888  VERT ORDER  -  THIRD ? (See Below)
 PC0888
 PC0888.The horizontal coordinates were established by classical geodetic methods
 PC0888.and adjusted by the National Geodetic Survey in October 1991.
 PC0888
 PC0888.The NAVD 88 height was computed by applying the VERTCON shift value to
 PC0888.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PC0888.The vertical order pertains to the NGVD 29 superseded value.
 PC0888
 PC0888.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC0888
 PC0888.The geoid height was determined by GEOID03.
 PC0888
 PC0888;                    North         East     Units Scale Factor Converg.
 PC0888;SPC OR S     -   215,419.330 1,326,128.395   MT  0.99992108   -1 28 23.4
 PC0888;SPC OR S     -   706,756.33  4,350,814.94   iFT  0.99992108   -1 28 23.4
 PC0888;UTM  10      - 4,825,927.875   527,989.498   MT  0.99960964   +0 14 20.5
 PC0888
 PC0888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC0888!SPC OR S     -   0.99972003  x   0.99992108  =   0.99964113
 PC0888!UTM  10      -   0.99972003  x   0.99960964  =   0.99932978
 PC0888
 PC0888|---------------------------------------------------------------------|
 PC0888| PID    Reference Object                     Distance      Geod. Az  |
 PC0888|                                                           dddmmss.s |
 PC0888| PC0887 FARIVIEW RESET                        5.116 METERS 10303     |
 PC0888| CD8522 FAIRVIEW RM 1                         8.964 METERS 17118     |
 PC0888| CD8521 FAIRVIEW AZ MK                                     2002537.5 |
 PC0888|---------------------------------------------------------------------|
 PC0888
 PC0888                          SUPERSEDED SURVEY CONTROL
 PC0888
 PC0888  NAD 83(1986)-  43 35 08.86169(N)    122 39 11.88875(W) AD(       ) 2
 PC0888  NAD 27      -  43 35 09.43027(N)    122 39 07.69926(W) AD(       ) 2
 PC0888  NGVD 29 (07/19/86) 1807.28   (m)         5929.4    (f) LEVELING    3  
 PC0888
 PC0888.Superseded values are not recommended for survey control.
 PC0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0888.See file dsdata.txt to determine how the superseded data were derived.
 PC0888
 PC0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP2798925928(NAD 83)
 PC0888_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PC0888_SETTING: 66 = SET IN ROCK OUTCROP
 PC0888_SP_SET: SET IN BEDROCK
 PC0888_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PC0888+STABILITY: POSITION/ELEVATION WELL
 PC0888
 PC0888  HISTORY     - Date     Condition        Report By
 PC0888  HISTORY     - 1970     MONUMENTED       OR-019
 PC0888  HISTORY     - 1982     GOOD             OR-019
 PC0888
 PC0888                          STATION DESCRIPTION
 PC0888
 PC0888'DESCRIBED BY DOUGLAS COUNTY OREGON 1970 (FLI)
 PC0888'STATION IS LOCATED ON THE WEST SIDE OF THE SUMMIT OF FAIRVIEW PEAK
 PC0888'IN THE BOHEMIA MOUNTAINS, ABOUT 25 MILES SE OF COTTAGE GROVE AND
 PC0888'6 MILES BY ROAD FROM MINERAL POST OFFICE.
 PC0888'
 PC0888'TO REACH STATION FROM OAKRIDGE RANGER STATION, GO NORTHERLY ON
 PC0888'HIGHWAY 58 0.05 MILES TO DECEPTION CREEK RD.  GO LEFT ON DECEPTION
 PC0888'CREEK RD. 2.85 MILES TO FORK.  GO LEFT 2.55 MILES TO FORK.  GO LEFT
 PC0888'2.95 MILES TO FORK.  GO RIGHT 0.8 MILES TO FORK.  GO LEFT 1.3
 PC0888'MILES TO FORK.  GO LEFT 0.15 MILES TO FORK.  GO RIGHT 0.35 MILES
 PC0888'TO FORK.  GO LEFT 0.8 MILES TO FORK.  TAKE MIDDLE FORK
 PC0888'(2165) 5.8 MILES TO FORK.  GO LEFT 2.0 MILES TO FORK.  GO
 PC0888'RIGHT 0.45 MILES TO FORK.  GO LEFT 1.30 MILES TO FORK.  GO
 PC0888'RIGHT 0.25 MILES TO FORK.  GO LEFT 0.75 MILES TO FORK.  GO
 PC0888'RIGHT 3.8 MILES TO FORK.  TAKE MIDDLE FORK 0.9 MILES TO
 PC0888'FORK.  GO LEFT 1.1 MILES TO FORK.  GO RIGHT 1.15 MILES TO TOP
 PC0888'OF HILL AND STATION.
 PC0888'
 PC0888'TO REACH STATION FROM POST OFFICE AT CULP CREEK.  GO EAST ON
 PC0888'PAVED ROAD 0.75 MILES TO FORK.  GO RIGHT 7.95 MILES TO FORK.  GO
 PC0888'LEFT 0.7 MILES TO FORK.  GO LEFT 1.5 MILES TO FORK.  GO LEFT 4.65
 PC0888'MILES TO FORK.  GO LEFT 2.55 MILES TO FORK.  GO LEFT 1.15 MILES
 PC0888'TO TOP OF HILL AND STATION.
 PC0888'
 PC0888'REFERENCE MARK 2, STAMPED FAIRVIEW NO. 2 1938, IS A STANDARD DISK
 PC0888'SET IN BEDROCK.  IT IS 17 FEET NORTHWEST AND 4 FEET LOWER THAN
 PC0888'FAIRVIEW 1904.
 PC0888'
 PC0888'THE STATION MARK, FAIRVIEW 1904, IS AN OLD STYLE BRONZE DISK
 PC0888'STAMPED FAIRVIEW 1904 SET IN ROCK.  IT IS ON THE WEST SIDE OF
 PC0888'FAIRVIEW PEAK.
 PC0888'
 PC0888'REFERENCE MARK 1, STAMPED FAIRVIEW NO. 1 1938, IS A STANDARD DISK
 PC0888'SET IN BEDROCK.  IT IS 29 FEET SOUTH OF STATION FAIRVIEW R.M. 3 LC
 PC0888'1970.
 PC0888'
 PC0888'FAIRVIEW AZIMUTH, STAMPED FAIRVIEW 1938, IS A STANDARD DISK SET
 PC0888'IN A ROCK OUTCROP.  IT IS 0.4 MILES SOUTH OF STATION FAIRVIEW
 PC0888'R.M. 3 1938, ON THE NORTH SLOPE OF BOHEMIA PEAK ABOUT 300 FEET
 PC0888'BELOW THE TOP OF THE PEAK.
 PC0888
 PC0888                          STATION RECOVERY (1982)
 PC0888
 PC0888'RECOVERY NOTE BY DOUGLAS COUNTY OREGON 1982 (LEM)
 PC0888'SEE DOUGLAS COUNTY 1970 RECOVERY OF CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0886 ***********************************************************************
 PC0886  DESIGNATION -  FAIRVIEW RM E COPPER BOLT
 PC0886  PID         -  PC0886
 PC0886  STATE/COUNTY-  OR/LANE
 PC0886  USGS QUAD   -  FAIRVIEW PEAK (1986)
 PC0886
 PC0886                         *CURRENT SURVEY CONTROL
 PC0886  ___________________________________________________________________
 PC0886* NAD 83(1991)-  43 35 08.93546(N)    122 39 09.30812(W)     ADJUSTED  
 PC0886* NAVD 88     -      1809.     (meters)    5935.     (feet)  SCALED    
 PC0886  ___________________________________________________________________
 PC0886  LAPLACE CORR-           5.81  (seconds)                    DEFLEC99
 PC0886  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 PC0886  HORZ ORDER  -  SECOND
 PC0886
 PC0886.The horizontal coordinates were established by classical geodetic methods
 PC0886.and adjusted by the National Geodetic Survey in October 1991.
 PC0886
 PC0886.The orthometric height was scaled from a topographic map.
 PC0886
 PC0886.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC0886
 PC0886.The geoid height was determined by GEOID03.
 PC0886
 PC0886;                    North         East     Units Scale Factor Converg.
 PC0886;SPC OR S     -   215,420.314 1,326,185.652   MT  0.99992109   -1 28 21.7
 PC0886;SPC OR S     -   706,759.56  4,351,002.80   iFT  0.99992109   -1 28 21.7
 PC0886;UTM  10      - 4,825,930.568   528,046.683   MT  0.99960968   +0 14 22.3
 PC0886
 PC0886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC0886!SPC OR S     -   0.99971991  x   0.99992109  =   0.99964103
 PC0886!UTM  10      -   0.99971991  x   0.99960968  =   0.99932970
 PC0886
 PC0886                          SUPERSEDED SURVEY CONTROL
 PC0886
 PC0886  NAD 83(1986)-  43 35 08.93847(N)    122 39 09.32049(W) AD(       ) 2
 PC0886  NAD 27      -  43 35 09.50700(N)    122 39 05.13200(W) AD(       ) 2
 PC0886
 PC0886.Superseded values are not recommended for survey control.
 PC0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0886.See file dsdata.txt to determine how the superseded data were derived.
 PC0886
 PC0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP2804725931(NAD 83)
 PC0886
 PC0886  HISTORY     - Date     Condition        Report By
 PC0886  HISTORY     - 1940     MONUMENTED       CGS
 PC0886
 PC0886                          STATION DESCRIPTION
 PC0886
 PC0886'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 PC0886'SEE STATION FAIRVIEW
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2075 ***********************************************************************
 RD2075  DESIGNATION -  FALCON
 RD2075  PID         -  RD2075
 RD2075  STATE/COUNTY-  OR/TILLAMOOK
 RD2075  USGS QUAD   -  ARCH CAPE (1985)
 RD2075
 RD2075                         *CURRENT SURVEY CONTROL
 RD2075  ___________________________________________________________________
 RD2075* NAD 83(1991)-  45 45 43.75392(N)    123 58 50.58470(W)     ADJUSTED  
 RD2075* NAVD 88     -        62.     (meters)     203.     (feet)  SCALED    
 RD2075  ___________________________________________________________________
 RD2075  LAPLACE CORR-          23.48  (seconds)                    DEFLEC99
 RD2075  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 RD2075  HORZ ORDER  -  THIRD
 RD2075
 RD2075.The horizontal coordinates were established by classical geodetic methods
 RD2075.and adjusted by the National Geodetic Survey in October 1991.
 RD2075
 RD2075.The orthometric height was scaled from a topographic map.
 RD2075
 RD2075.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2075
 RD2075.The geoid height was determined by GEOID03.
 RD2075
 RD2075;                    North         East     Units Scale Factor Converg.
 RD2075;SPC OR N     -   238,690.915 2,229,316.931   MT  0.99994823   -2 28 06.5
 RD2075;SPC OR N     -   783,106.68  7,314,031.93   iFT  0.99994823   -2 28 06.5
 RD2075;UTM  10      - 5,068,089.354   423,736.110   MT  0.99967150   -0 42 09.6
 RD2075
 RD2075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2075!SPC OR N     -   0.99999391  x   0.99994823  =   0.99994214
 RD2075!UTM  10      -   0.99999391  x   0.99967150  =   0.99966541
 RD2075
 RD2075                          SUPERSEDED SURVEY CONTROL
 RD2075
 RD2075  NAD 83(1986)-  45 45 43.78179(N)    123 58 50.56771(W) AD(       ) 3
 RD2075  NAD 27      -  45 45 44.40200(N)    123 58 46.07000(W) AD(       ) 3
 RD2075
 RD2075.Superseded values are not recommended for survey control.
 RD2075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2075.See file dsdata.txt to determine how the superseded data were derived.
 RD2075
 RD2075_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR2373668089(NAD 83)
 RD2075
 RD2075  HISTORY     - Date     Condition        Report By
 RD2075  HISTORY     - 1875     MONUMENTED       CGS
 RD2075  HISTORY     - 1934     SEE DESCRIPTION  ORGS
 RD2075
 RD2075                          STATION DESCRIPTION
 RD2075
 RD2075'DESCRIBED BY OREGON GEODETIC SURVEY 1934
 RD2075'STATION IS ON THE SW PART OF CAPE FALCON, ON THE HIGHEST PART OF
 RD2075'THE BARE GROUND, WHERE IT BEGINS TO SLOPE TO THE WESTWARD, 4 PACES
 RD2075'FROM THE EDGE OF THE BLUFF TO THE S AND 20 PACES TO THE EDGE AT
 RD2075'THE W.
 RD2075'
 RD2075'THE STATION IS MARKED BY A DRILL HOLE IN A STONE BURIED 1.5 FEET.
 RD2075'
 RD2075'TWO STAKES WERE SET, ONE ON EITHER SIDE OF THE STATION IN A LINE
 RD2075'PARALLEL TO THE S EDGE OF THE BLUFF, WITH A THIRD STAKE AT RIGHT
 RD2075'ANGLES TO THE N, EACH STAKE BEING 1.83 METERS (6.0 FEET) FROM
 RD2075'THE STATION.
 RD2075'
 RD2075'THE GROUND HAS CAVED AWAY AT THIS POINT AND THE STATION MAY BE
 RD2075'LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2073 ***********************************************************************
 RD2073  DESIGNATION -  FALCON ROCK
 RD2073  PID         -  RD2073
 RD2073  STATE/COUNTY-  OR/TILLAMOOK
 RD2073  USGS QUAD   -  ARCH CAPE (1985)
 RD2073
 RD2073                         *CURRENT SURVEY CONTROL
 RD2073  ___________________________________________________________________
 RD2073* NAD 83(1991)-  45 45 50.97987(N)    123 59 49.06412(W)     ADJUSTED  
 RD2073* NAVD 88     -              **(meters)            **(feet)            
 RD2073  ___________________________________________________________________
 RD2073  LAPLACE CORR-          22.07  (seconds)                    DEFLEC99
 RD2073  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 RD2073  HORZ ORDER  -  THIRD
 RD2073
 RD2073.The horizontal coordinates were established by classical geodetic methods
 RD2073.and adjusted by the National Geodetic Survey in October 1991.
 RD2073
 RD2073
 RD2073.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2073
 RD2073.The geoid height was determined by GEOID03.
 RD2073
 RD2073;                    North         East     Units Scale Factor Converg.
 RD2073;SPC OR N     -   238,968.341 2,228,064.111   MT  0.99994859   -2 28 48.0
 RD2073;SPC OR N     -   784,016.87  7,309,921.62   iFT  0.99994859   -2 28 48.0
 RD2073;UTM  10      - 5,068,327.979   422,475.684   MT  0.99967389   -0 42 51.6
 RD2073
 RD2073                          SUPERSEDED SURVEY CONTROL
 RD2073
 RD2073  NAD 83(1986)-  45 45 51.00750(N)    123 59 49.04664(W) AD(       ) 4
 RD2073  NAD 27      -  45 45 51.62000(N)    123 59 44.52000(W) AD(       ) 3
 RD2073
 RD2073.Superseded values are not recommended for survey control.
 RD2073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2073.See file dsdata.txt to determine how the superseded data were derived.
 RD2073
 RD2073_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR2247668328(NAD 83)
 RD2073
 RD2073  HISTORY     - Date     Condition        Report By
 RD2073  HISTORY     - 1875     MONUMENTED       CGS
 RD2073  HISTORY     - 1934     SEE DESCRIPTION  ORGS
 RD2073
 RD2073                          STATION DESCRIPTION
 RD2073
 RD2073'DESCRIBED BY OREGON GEODETIC SURVEY 1934
 RD2073'THIS STATION IS THE HIGHEST PART OF FALCON ROCK, WHICH LIES 0.6
 RD2073'MILE OFFSHORE FROM THE MOST WESTERLY PART OF CAPE FALCON.  IT IS
 RD2073'ABOUT 15 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2146 ***********************************************************************
 RD2146  DESIGNATION -  FALL
 RD2146  PID         -  RD2146
 RD2146  STATE/COUNTY-  OR/MULTNOMAH
 RD2146  USGS QUAD   -  MULTNOMAH FALLS (1994)
 RD2146
 RD2146                         *CURRENT SURVEY CONTROL
 RD2146  ___________________________________________________________________
 RD2146* NAD 83(1991)-  45 34 48.66774(N)    122 06 25.70093(W)     ADJUSTED  
 RD2146* NAVD 88     -        13.     (meters)      43.     (feet)  SCALED    
 RD2146  ___________________________________________________________________
 RD2146  LAPLACE CORR-           7.69  (seconds)                    DEFLEC99
 RD2146  GEOID HEIGHT-         -22.04  (meters)                     GEOID03
 RD2146  HORZ ORDER  -  THIRD
 RD2146
 RD2146.The horizontal coordinates were established by classical geodetic methods
 RD2146.and adjusted by the National Geodetic Survey in October 1991.
 RD2146
 RD2146.The orthometric height was scaled from a topographic map.
 RD2146
 RD2146.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2146
 RD2146.The geoid height was determined by GEOID03.
 RD2146
 RD2146;                    North         East     Units Scale Factor Converg.
 RD2146;SPC OR N     -   213,883.024 2,374,585.801   MT  0.99992034   -1 08 23.1
 RD2146;SPC OR N     -   701,715.96  7,790,635.83   iFT  0.99992034   -1 08 23.1
 RD2146;SPC WA S     -    28,716.170   374,567.816   MT  1.00006697   -1 10 02.7
 RD2146;SPC WA S     -    94,212.97  1,228,894.58   sFT  1.00006697   -1 10 02.7
 RD2146;UTM  10      - 5,047,792.603   569,657.225   MT  0.99965965   +0 38 15.8
 RD2146
 RD2146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2146!SPC OR N     -   1.00000141  x   0.99992034  =   0.99992175
 RD2146!SPC WA S     -   1.00000141  x   1.00006697  =   1.00006838
 RD2146!UTM  10      -   1.00000141  x   0.99965965  =   0.99966106
 RD2146
 RD2146:                Primary Azimuth Mark                     Grid Az
 RD2146:SPC OR N     -  BEN                                      266 03 13.3
 RD2146:SPC WA S     -  BEN                                      266 04 52.9
 RD2146:UTM  10      -  BEN                                      264 16 34.4
 RD2146
 RD2146|---------------------------------------------------------------------|
 RD2146| PID    Reference Object                     Distance      Geod. Az  |
 RD2146|                                                           dddmmss.s |
 RD2146| RD2231 BEN                                 APPROX. 1.9 KM 2645450.2 |
 RD2146|---------------------------------------------------------------------|
 RD2146
 RD2146                          SUPERSEDED SURVEY CONTROL
 RD2146
 RD2146  NAD 83(1986)-  45 34 48.67723(N)    122 06 25.70818(W) AD(       ) 3
 RD2146  NAD 27      -  45 34 49.24600(N)    122 06 21.40100(W) AD(       ) 3
 RD2146
 RD2146.Superseded values are not recommended for survey control.
 RD2146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2146.See file dsdata.txt to determine how the superseded data were derived.
 RD2146
 RD2146_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER6965747793(NAD 83)
 RD2146_MARKER: I = METAL ROD
 RD2146_SETTING: 0 = UNSPECIFIED SETTING
 RD2146_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD2146
 RD2146  HISTORY     - Date     Condition        Report By
 RD2146  HISTORY     - 1938     MONUMENTED       USE
 RD2146  HISTORY     - 1946     MARK NOT FOUND   CGS
 RD2146
 RD2146                          STATION DESCRIPTION
 RD2146
 RD2146'DESCRIBED BY US ENGINEERS 1938 (WMS)
 RD2146'STATION IS ABOUT 0.6 MILE E OF MULTNOMAH FALLS, AND 1.3 MILES W OF
 RD2146'ONEONTA RAILROAD STATION ON THE S BANK OF THE COLUMBIA RIVER,
 RD2146'ABOUT 10 METERS N OF THE OREGON, WASHINGTON RAILROAD AND
 RD2146'NAVIGATION RAILROAD TRACKS AND 30 METERS FROM THE RIVERS EDGE, ABOUT
 RD2146'30 FEET IN ELEVATION ABOVE THE LEVEL OF THE RIVER.
 RD2146'
 RD2146'STATION IS MARKED BY U.S.E. CONCRETE BLOCK WITH A 1 1/2-INCH IRON
 RD2146'PIPE IN THE CENTER.
 RD2146
 RD2146                          STATION RECOVERY (1946)
 RD2146
 RD2146'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (EHB)
 RD2146'STATION NOT FOUND.  IT WAS REPORTED MOVED BY THE OREGON STATE
 RD2146'HIGHWAY DEPARTMENT.  HOWEVER, CORRESPONDENCE IN REGARD TO LOCATION
 RD2146'AND DATA WAS FRUITLESS.
 RD2146'
 RD2146'IN THE SPRING OF 1946 THERE OCCURRED A LARGE ROCK SLIDE IN THE
 RD2146'VICINITY OF STATION AND IT IS BELIEVED THE STATION WAS CARRIED AWAY
 RD2146'BY THE SLIDE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1501 ***********************************************************************
 OA1501  DESIGNATION -  FALL
 OA1501  PID         -  OA1501
 OA1501  STATE/COUNTY-  OR/COOS
 OA1501  USGS QUAD   -  EMPIRE (1970)
 OA1501
 OA1501                         *CURRENT SURVEY CONTROL
 OA1501  ___________________________________________________________________
 OA1501* NAD 83(1991)-  43 24 00.84599(N)    124 18 24.01960(W)     ADJUSTED  
 OA1501* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 OA1501  ___________________________________________________________________
 OA1501  LAPLACE CORR-          16.31  (seconds)                    DEFLEC99
 OA1501  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 OA1501  HORZ ORDER  -  THIRD
 OA1501
 OA1501.The horizontal coordinates were established by classical geodetic methods
 OA1501.and adjusted by the National Geodetic Survey in October 1991.
 OA1501
 OA1501.The orthometric height was scaled from a topographic map.
 OA1501
 OA1501.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1501
 OA1501.The geoid height was determined by GEOID03.
 OA1501
 OA1501;                    North         East     Units Scale Factor Converg.
 OA1501;SPC OR S     -   199,576.424 1,191,758.710   MT  0.99990276   -2 36 15.6
 OA1501;SPC OR S     -   654,778.29  3,909,969.52   iFT  0.99990276   -2 36 15.6
 OA1501;UTM  10      - 4,806,090.857   394,188.670   MT  0.99973772   -0 53 52.4
 OA1501
 OA1501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1501!SPC OR S     -   1.00000316  x   0.99990276  =   0.99990592
 OA1501!UTM  10      -   1.00000316  x   0.99973772  =   0.99974088
 OA1501
 OA1501:                Primary Azimuth Mark                     Grid Az
 OA1501:SPC OR S     -  SPRING                                   026 26 14.5
 OA1501:UTM  10      -  SPRING                                   024 43 51.3
 OA1501
 OA1501|---------------------------------------------------------------------|
 OA1501| PID    Reference Object                     Distance      Geod. Az  |
 OA1501|                                                           dddmmss.s |
 OA1501| OA1534 SPRING                              APPROX. 1.8 KM 0234958.9 |
 OA1501|---------------------------------------------------------------------|
 OA1501
 OA1501                          SUPERSEDED SURVEY CONTROL
 OA1501
 OA1501  NAD 83(1986)-  43 24 00.84260(N)    124 18 24.06777(W) AD(       ) 3
 OA1501  NAD 27      -  43 24 01.43400(N)    124 18 19.63300(W) AD(       ) 3
 OA1501
 OA1501.Superseded values are not recommended for survey control.
 OA1501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1501.See file dsdata.txt to determine how the superseded data were derived.
 OA1501
 OA1501_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCP9418906091(NAD 83)
 OA1501
 OA1501  HISTORY     - Date     Condition        Report By
 OA1501  HISTORY     - 1889     MONUMENTED       CGS
 OA1501  HISTORY     - 1948     SEE DESCRIPTION  CGS
 OA1501
 OA1501                          STATION DESCRIPTION
 OA1501
 OA1501'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RAE)
 OA1501'NO DESCRIPTION OF THIS STATION WAS AVAILABLE.  A THOROUGH SEARCH
 OA1501'WAS MADE IN THE AREA INDICATED BY ITS GEOGRAPHIC POSITION, BUT IT
 OA1501'COULD NOT BE FOUND.  IT SHOULD BE CLASSIFIED AS LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0990 ***********************************************************************
 QC0990  DESIGNATION -  FALL MOUNTAIN
 QC0990  PID         -  QC0990
 QC0990  STATE/COUNTY-  OR/GRANT
 QC0990  USGS QUAD   -  FALL MOUNTAIN (1983)
 QC0990
 QC0990                         *CURRENT SURVEY CONTROL
 QC0990  ___________________________________________________________________
 QC0990* NAD 83(1991)-  44 17 37.25743(N)    119 02 33.86809(W)     ADJUSTED  
 QC0990* NAVD 88     -      1814.5    (meters)    5953.     (feet)  VERTCON   
 QC0990  ___________________________________________________________________
 QC0990  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 QC0990  GEOID HEIGHT-         -18.09  (meters)                     GEOID03
 QC0990  HORZ ORDER  -  FIRST
 QC0990
 QC0990.The horizontal coordinates were established by classical geodetic methods
 QC0990.and adjusted by the National Geodetic Survey in October 1991.
 QC0990
 QC0990.The NAVD 88 height was computed by applying the VERTCON shift value to
 QC0990.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QC0990
 QC0990.The Laplace correction was computed from DEFLEC99 derived deflections.
 QC0990
 QC0990.The geoid height was determined by GEOID03.
 QC0990
 QC0990;                    North         East     Units Scale Factor Converg.
 QC0990;SPC OR N     -    70,725.624 2,616,297.991   MT  1.00001022   +1 02 00.5
 QC0990;SPC OR N     -   232,039.45  8,583,654.83   iFT  1.00001022   +1 02 00.5
 QC0990;UTM  11      - 4,906,521.521   337,034.148   MT  0.99992662   -1 25 36.6
 QC0990
 QC0990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QC0990!SPC OR N     -   0.99971841  x   1.00001022  =   0.99972862
 QC0990!UTM  11      -   0.99971841  x   0.99992662  =   0.99964505
 QC0990
 QC0990:                Primary Azimuth Mark                     Grid Az
 QC0990:SPC OR N     -  FALL MOUNTAIN AZ MK                      046 33 35.5
 QC0990:UTM  11      -  FALL MOUNTAIN AZ MK                      049 01 12.6
 QC0990
 QC0990|---------------------------------------------------------------------|
 QC0990| PID    Reference Object                     Distance      Geod. Az  |
 QC0990|                                                           dddmmss.s |
 QC0990| CD6504 FALL MOUNTAIN AZ MK                                0473536.0 |
 QC0990| CD6505 FALL MOUNTAIN RM 1                   12.850 METERS 18402     |
 QC0990| CD6506 FALL MOUNTAIN RM 2                   12.790 METERS 28020     |
 QC0990|---------------------------------------------------------------------|
 QC0990
 QC0990                          SUPERSEDED SURVEY CONTROL
 QC0990
 QC0990  NAD 83(1986)-  44 17 37.26334(N)    119 02 33.86376(W) AD(       ) 1
 QC0990  NAD 27      -  44 17 37.70500(N)    119 02 30.02600(W) AD(       ) 1
 QC0990  NGVD 29 (07/19/86) 1813.2    (m)         5949.     (f) VERT ANG    3  
 QC0990
 QC0990.Superseded values are not recommended for survey control.
 QC0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0990.See file dsdata.txt to determine how the superseded data were derived.
 QC0990
 QC0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK3703406522(NAD 83)
 QC0990_MARKER: Z = SEE DESCRIPTION
 QC0990_SETTING: 0 = UNSPECIFIED SETTING
 QC0990
 QC0990  HISTORY     - Date     Condition        Report By
 QC0990  HISTORY     - 1941     MONUMENTED       USFS
 QC0990  HISTORY     - 1945     SEE DESCRIPTION  CGS
 QC0990
 QC0990                          STATION DESCRIPTION
 QC0990
 QC0990'DESCRIBED BY US FOREST SERVICE 1941 (ANS)
 QC0990'STATION MARK IS A STANDARD U.S.F.S. DISK, SET IN A POST OF
 QC0990'CONCRETE WHICH PROJECTS 6 INCHES.
 QC0990'
 QC0990'REFERENCE MARKS ARE STANDARD U.S.C. AND G.S. BRONZE DISKS STAMPED
 QC0990'FALL MTN. 1941, SET IN CONCRETE FOUNDATION OF SE AND SW LEGS OF
 QC0990'LOOKOUT AND PROJECT 1 FOOT.
 QC0990'
 QC0990'AZIMUTH MARK IS A STANDARD U.S.C. AND G.S. BRONZE DISK WEDGED IN
 QC0990'A DRILL HOLE IN A BOULDER 1/4 MILE NE ON HILL ABOUT SAME HEIGHT
 QC0990'AS STATION.  MARKED ON TRIPOD.
 QC0990'
 QC0990'TO REACH STATION FROM JOHN DAY GO 15 MILES S OF U.S. HIGHWAY
 QC0990'395 TO TOP OF PASS, TURN RIGHT OFF HIGHWAY AND TAKE RIGHT FORK
 QC0990'FOR 2.8 MILES.  TAKE MIDDLE FORK OR STRAIGHT AHEAD FOR 0.2 MILES
 QC0990'TO FORKS, TAKE RIGHT FORK AND GO 0.1 MILE TO FORKS, TAKE RIGHT
 QC0990'FORK AND GO 0.7 MILE TO STATION AND LOOKOUT.
 QC0990'
 QC0990'STATION MARKED BUT NOT OCCUPIED IN 1941.
 QC0990
 QC0990                          STATION RECOVERY (1945)
 QC0990
 QC0990'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (JCT)
 QC0990'THIS STATION WAS BUILT IN 1941 BUT NOT OCCUPIED.  FOLLOWING IS
 QC0990'1945 DESCRIPTION.
 QC0990'
 QC0990'THE STATION IS LOCATED ABOUT 9.5 MILES AIRLINE SOUTHWEST OF JOHN
 QC0990'DAY, ABOUT 9.5 MILES AIRLINE SOUTHEAST OF MT VERNON ON THE
 QC0990'HIGHEST POINT OF FALL MOUNTAIN AND DIRECTLY UNDER THE CENTER OF
 QC0990'THE FALL MOUNTAIN FOREST SERVICE LOOKOUT CABIN.  THE DISK IS A
 QC0990'STANDARD DEPARTMENT OF AGRICULTURE FOREST SERVICE DISK SET IN A
 QC0990'6-INCH CONCRETE CYLINDER PROJECTING ABOUT 6-INCHES.  THE DISK IS
 QC0990'STAMPED FALL MTN 1933 AND SET FLUSH WITH THE CONCRETE CYLINDER
 QC0990'SURFACE.
 QC0990'
 QC0990'REFERENCE MARK NO 1 IS SET IN THE CONCRETE FOUNDATION OF THE
 QC0990'SOUTHEAST LEG OF THE LOOKOUT CABIN.  THE DISK IS STAMPED FALL MTN
 QC0990'NO 1 1941 AND IS SET FLUSH WITH THE CONCRETE SURFACE.
 QC0990'
 QC0990'REFERENCE MARK NO 2 IS SET IN THE CONCRETE FOUNDATION OF THE
 QC0990'SOUTHWEST LEG OF THE LOOKOUT CABIN.  THE DISK IS STAMPED FALL
 QC0990'MTN NO 2 1941 AND IS SET FLUSH WITH THE CONCRETE SURFACE.
 QC0990'
 QC0990'THE AZIMUTH MARK IS ON A KNOLL ABOUT THE SAME ELEVATION AS THE
 QC0990'STATION, SET IN BEDROCK OUTCROP WHICH PROJECTS 6 INCHES, AND IS
 QC0990'STAMPED--FALL MTN 1941.
 QC0990'
 QC0990'HEIGHT OF LIGHT ABOVE STATION MARK 1.0 METER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0991 ***********************************************************************
 QC0991  DESIGNATION -  FALL MOUNTAIN LOT
 QC0991  PID         -  QC0991
 QC0991  STATE/COUNTY-  OR/GRANT
 QC0991  USGS QUAD   -  FALL MOUNTAIN (1983)
 QC0991
 QC0991                         *CURRENT SURVEY CONTROL
 QC0991  ___________________________________________________________________
 QC0991* NAD 83(1991)-  44 17 37.25619(N)    119 02 33.86663(W)     ADJUSTED  
 QC0991* NAVD 88     -      1814.     (meters)    5951.     (feet)  SCALED    
 QC0991  ___________________________________________________________________
 QC0991  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 QC0991  GEOID HEIGHT-         -18.09  (meters)                     GEOID03
 QC0991  HORZ ORDER  -  SECOND
 QC0991
 QC0991.The horizontal coordinates were established by classical geodetic methods
 QC0991.and adjusted by the National Geodetic Survey in October 1991.
 QC0991
 QC0991.The orthometric height was scaled from a topographic map.
 QC0991
 QC0991.The Laplace correction was computed from DEFLEC99 derived deflections.
 QC0991
 QC0991.The geoid height was determined by GEOID03.
 QC0991
 QC0991;                    North         East     Units Scale Factor Converg.
 QC0991;SPC OR N     -    70,725.587 2,616,298.024   MT  1.00001022   +1 02 00.5
 QC0991;SPC OR N     -   232,039.33  8,583,654.93   iFT  1.00001022   +1 02 00.5
 QC0991;UTM  11      - 4,906,521.482   337,034.179   MT  0.99992662   -1 25 36.6
 QC0991
 QC0991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QC0991!SPC OR N     -   0.99971844  x   1.00001022  =   0.99972866
 QC0991!UTM  11      -   0.99971844  x   0.99992662  =   0.99964508
 QC0991
 QC0991                          SUPERSEDED SURVEY CONTROL
 QC0991
 QC0991  NAD 83(1986)-  44 17 37.26210(N)    119 02 33.86231(W) AD(       ) 2
 QC0991  NAD 27      -  44 17 37.70400(N)    119 02 30.02500(W) AD(       ) 2
 QC0991
 QC0991.Superseded values are not recommended for survey control.
 QC0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0991.See file dsdata.txt to determine how the superseded data were derived.
 QC0991
 QC0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK3703406521(NAD 83)
 QC0991
 QC0991  HISTORY     - Date     Condition        Report By
 QC0991  HISTORY     - 1933     MONUMENTED       CGS
 QC0991  HISTORY     - 1935     SEE DESCRIPTION  CGS
 QC0991  HISTORY     - 1946     SEE DESCRIPTION  CGS
 QC0991
 QC0991                          STATION DESCRIPTION
 QC0991
 QC0991'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBP)
 QC0991'THIS INTERSECTED STATION IS ON THE SUMMIT OF FALL MOUNTAIN, ABOUT
 QC0991'10 MILES SW OF JOHN DAY AND ABOUT 12 MILES NW OF SENECA, BOTH
 QC0991'AIR-LINE DISTANCE.  THE POINT MAY BE REACHED BY DRIVING S FROM
 QC0991'JOHN DAY FOR A DISTANCE OF 16.9 MILES ALONG THE HIGHWAY TO BURNS
 QC0991'AS EXISTING IN 1933.  TURN WESTERLY AT THIS POINT AND FOLLOW
 QC0991'SIGNS FOR 8 MILES TO THE LOOKOUT, WHICH CONSISTS OF A 20-FOOT
 QC0991'WOOD TOWER, WITH HOUSE ON TOP.  THE STATION IS MARKED BY A
 QC0991'FOREST SERVICE DISK SET IN A CONCRETE POST UNDER THE CENTER OF
 QC0991'THE HOUSE.
 QC0991'
 QC0991'NOT BY U.S.F.S. TRIANGULATION.
 QC0991
 QC0991                          STATION RECOVERY (1946)
 QC0991
 QC0991'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (DHK)
 QC0991'STATION IS THE CENTER OF THE U.S. FOREST SERVICE LOOKOUT TOWER
 QC0991'LOCATED ON THE SUMMIT OF FALL MOUNTAIN, ABOUT 10 MILES SOUTHWEST
 QC0991'OF JOHN DAY, AND ABOUT 12 MILES NORTHWEST OF SENECA, BOTH AIR LINE
 QC0991'DISTANCES.  STATION WAS CONNECTED BY TRAVERSE WITH TRIANGULATION
 QC0991'STATION FALL MTN. (USFS) 1945.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2314 ***********************************************************************
 QE2314  DESIGNATION -  FANNO
 QE2314  PID         -  QE2314
 QE2314  STATE/COUNTY-  OR/POLK
 QE2314  USGS QUAD   -  VALSETZ (1974)
 QE2314
 QE2314                         *CURRENT SURVEY CONTROL
 QE2314  ___________________________________________________________________
 QE2314* NAD 83(1991)-  44 52 09.31967(N)    123 38 37.08582(W)     ADJUSTED  
 QE2314* NAVD 88     -      1016.4    (meters)    3335.     (feet)  VERTCON   
 QE2314  ___________________________________________________________________
 QE2314  LAPLACE CORR-           7.84  (seconds)                    DEFLEC99
 QE2314  GEOID HEIGHT-         -21.28  (meters)                     GEOID03
 QE2314  HORZ ORDER  -  FIRST
 QE2314
 QE2314.The horizontal coordinates were established by classical geodetic methods
 QE2314.and adjusted by the National Geodetic Survey in October 1991.
 QE2314
 QE2314.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE2314.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE2314
 QE2314.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2314
 QE2314.The geoid height was determined by GEOID03.
 QE2314
 QE2314;                    North         East     Units Scale Factor Converg.
 QE2314;SPC OR N     -   138,465.545 2,251,656.764   MT  0.99990817   -2 13 45.9
 QE2314;SPC OR N     -   454,283.28  7,387,325.34   iFT  0.99990817   -2 13 45.9
 QE2314;UTM  10      - 4,968,627.982   449,156.478   MT  0.99963179   -0 27 14.7
 QE2314
 QE2314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2314!SPC OR N     -   0.99984401  x   0.99990817  =   0.99975219
 QE2314!UTM  10      -   0.99984401  x   0.99963179  =   0.99947586
 QE2314
 QE2314:                Primary Azimuth Mark                     Grid Az
 QE2314:SPC OR N     -  LAUREL MTN RADAR DOME                    044 53 42.7
 QE2314:UTM  10      -  LAUREL MTN RADAR DOME                    043 07 11.5
 QE2314
 QE2314|---------------------------------------------------------------------|
 QE2314| PID    Reference Object                     Distance      Geod. Az  |
 QE2314|                                                           dddmmss.s |
 QE2314| QE2308 LAUREL MTN RADAR DOME               APPROX. 8.1 KM 0423956.8 |
 QE2314| CE1473 FANNO RM 1                            8.336 METERS 22058     |
 QE2314| CE1474 FANNO RM 2                            9.700 METERS 25643     |
 QE2314|---------------------------------------------------------------------|
 QE2314
 QE2314                          SUPERSEDED SURVEY CONTROL
 QE2314
 QE2314  NAD 83(1986)-  44 52 09.34827(N)    123 38 37.10444(W) AD(       ) 1
 QE2314  NAD 27      -  44 52 09.93037(N)    123 38 32.70798(W) AD(       ) 1
 QE2314  NGVD 29 (07/19/86) 1015.3    (m)         3331.     (f) VERT ANG    3  
 QE2314
 QE2314.Superseded values are not recommended for survey control.
 QE2314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2314.See file dsdata.txt to determine how the superseded data were derived.
 QE2314
 QE2314_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ4915668628(NAD 83)
 QE2314_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QE2314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE2314_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QE2314
 QE2314  HISTORY     - Date     Condition        Report By
 QE2314  HISTORY     - 1972     MONUMENTED       NGS
 QE2314  HISTORY     - 1989     GOOD             USPSQD
 QE2314
 QE2314                          STATION DESCRIPTION
 QE2314
 QE2314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LDF)
 QE2314'THE STATION IS ABOUT 10-1/4 MILES WEST OF FALLS CITY, 2-1/4 MILES
 QE2314'NORTH OF VALSETZ IN THE NORTHEAST QUARTER OF SECTION 22, R-8-W,
 QE2314'T-8-S AND ON THE PROPERTY OF THE WILLIAMETTE INDUSTRIES
 QE2314'INC. DALLAS OREGON.
 QE2314'
 QE2314'TO REACH THE STATION FROM THE POST OFFICE IN FALLS CITY, GO WEST
 QE2314'FOR 0.1 MILE TO FORK.  KEEP RIGHT FORK AND CONTINUE WEST FOR 0.35
 QE2314'MILE TO FORK, KEEP THE LEFT FORK AND GO WESTERLY ON GRAVELED ROAD
 QE2314'FOR 1.5 MILES TO A SIDE ROAD RIGHT.  CONTINUE WESTERLY ON
 QE2314'GRAVELED ROAD FOR 1.4 MILES TO A SIDE ROAD RIGHT AT SIGN
 QE2314'TAPAWING, CONTINUE WESTERLY FOR 0.55 MILE TO FORK.  KEEP THE
 QE2314'RIGHT FORK AND GO WEST FOR 0.15 MILE TO A BRIDGE, CROSS BRIDGE
 QE2314'AND CONTINUE WESTERLY ON GRAVELED ROAD FOR 0.55 MILE TO A
 QE2314'FORK.  KEEP RIGHT FORK, WESTERLY, UPHILL FOR 3.4 MILES TO
 QE2314'FORK, KEEP LEFT FORK AND GO WESTERLY FOR 3.0 MILES TO FORK.
 QE2314'KEEP LEFT FORK ON S. LINE ROAD NO. 8-8-12 FOR 1.0 MILE TO
 QE2314'FORK, KEEP THE LEFT FORK AND GO WEST FOR 0.05 MILE TO AN IRON
 QE2314'GATE.  PASS THROUGH THE GATE AND GO WESTERLY ON TRACK ROAD FOR
 QE2314'1.05 MILE TO A SIDE ROAD ON THE RIGHT AND SIGN FANNO PEAK.
 QE2314'TURN RIGHT AS PER SIGN FANNO PEAK AND GO WESTERLY UPHILL FOR
 QE2314'0.5 MILE TO A REVERSE FORK ON THE RIGHT, KEEP LEFT, UPHILL FOR
 QE2314'0.5 MILE TO TOP OF HILL AND THE STATION AT THE OLD FOUNDATION
 QE2314'OF LOOKOUT TOWER.
 QE2314'
 QE2314'THE STATION MARK IS A STANDARD DISK, STAMPED FANNO 1972, SET IN THE
 QE2314'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 QE2314'2-INCHES ABOVE THE GROUND.  IT IS 30 FEET NORTHEAST OF THE
 QE2314'APPROXIMATE CENTER OF AN OLD LOOKOUT TOWER, 13.0 FEET WEST OF A
 QE2314'METAL WITNESS POST AND ABOUT 100 FEET NORTHEAST OF THE HIGHEST
 QE2314'POINT OF HILL WHERE TRACK ROAD ENDS.  THE UNDERGROUND MARK IS
 QE2314'36-INCHES BELOW THE GROUND SURFACE.
 QE2314'
 QE2314'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FANNO NO 1 1972,
 QE2314'CEMENTED IN A DRILL HOLE IN THE TOP OF A 14-INCH SQUARE CONCRETE
 QE2314'POST WHICH IS THE SOUTHEAST LEG OF THE FOUNDATION OF OLD LOOKOUT
 QE2314'TOWER.  IT IS 38.3 FEET SOUTHWEST OF THE METAL WITNESS POST.
 QE2314'
 QE2314'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FANNO NO 2 1972,
 QE2314'CEMENTED IN A DRILL HOLE IN THE TOP OF A 14-INCH SQUARE CONCRETE
 QE2314'POST WHICH IS THE NORTHWEST LEG OF THE OLD FOUNDATION OF LOOKOUT
 QE2314'TOWER.  IT IS 45.0 FEET WEST-SOUTHWEST OF THE METAL WITNESS POST.
 QE2314'
 QE2314'NOTE--THERE WAS NO SUITABLE LOCATION FOR A REFERENCE MARK 3.
 QE2314
 QE2314                          STATION RECOVERY (1989)
 QE2314
 QE2314'RECOVERY NOTE BY US POWER SQUADRON 1989 (SRH)
 QE2314'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA1167 ***********************************************************************
 RA1167  DESIGNATION -  FANNY
 RA1167  PID         -  RA1167
 RA1167  STATE/COUNTY-  OR/UNION
 RA1167  USGS QUAD   -  MT FANNY (1993)
 RA1167
 RA1167                         *CURRENT SURVEY CONTROL
 RA1167  ___________________________________________________________________
 RA1167* NAD 83(1991)-  45 18 28.49680(N)    117 43 47.97659(W)     ADJUSTED  
 RA1167* NAVD 88     -      2182.1    (meters)    7159.     (feet)  VERTCON   
 RA1167  ___________________________________________________________________
 RA1167  LAPLACE CORR-          20.52  (seconds)                    DEFLEC99
 RA1167  GEOID HEIGHT-         -16.77  (meters)                     GEOID03
 RA1167  HORZ ORDER  -  THIRD
 RA1167
 RA1167.The horizontal coordinates were established by classical geodetic methods
 RA1167.and adjusted by the National Geodetic Survey in October 1991.
 RA1167
 RA1167.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1167.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1167
 RA1167.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1167
 RA1167.The geoid height was determined by GEOID03.
 RA1167
 RA1167;                    North         East     Units Scale Factor Converg.
 RA1167;SPC OR N     -   186,101.507 2,717,168.457   MT  0.99989753   +1 57 52.0
 RA1167;SPC OR N     -   610,569.25  8,914,594.68   iFT  0.99989753   +1 57 52.0
 RA1167;UTM  11      - 5,017,416.031   442,774.356   MT  0.99964026   -0 31 08.3
 RA1167
 RA1167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1167!SPC OR N     -   0.99966064  x   0.99989753  =   0.99955820
 RA1167!UTM  11      -   0.99966064  x   0.99964026  =   0.99930102
 RA1167
 RA1167                          SUPERSEDED SURVEY CONTROL
 RA1167
 RA1167  NAD 83(1986)-  45 18 28.49579(N)    117 43 47.96400(W) AD(       ) 3
 RA1167  NAD 27      -  45 18 29.01045(N)    117 43 44.22305(W) AD(       ) 3
 RA1167  NGVD 29 (07/19/86) 2180.8    (m)         7155.     (f) VERT ANG    3  
 RA1167
 RA1167.Superseded values are not recommended for survey control.
 RA1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1167.See file dsdata.txt to determine how the superseded data were derived.
 RA1167
 RA1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML4277417416(NAD 83)
 RA1167
 RA1167  HISTORY     - Date     Condition        Report By
 RA1167  HISTORY     - 1902     MONUMENTED       USGS
 RA1167  HISTORY     - 1935     SEE DESCRIPTION  CGS
 RA1167
 RA1167                          STATION DESCRIPTION
 RA1167
 RA1167'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (LAM)
 RA1167'ON HIGHEST AND EASTERNMOST SUMMIT OF MOUNT FANNY, ELEVATION 7132
 RA1167'FEET, SITUATED ABOUT 4 MILES E OF COVE IN AIR LINE.
 RA1167'
 RA1167'TO REACH STATION, SECURE DIRECTIONS FROM U.S.F.S. FOR ROAD
 RA1167'FROM COVE TO OLD MOUNT FANNY RANGER STATION SITE, MARKED BY OLD
 RA1167'CHIMNEY IN SMALL MEADOW WHICH IS DRIVE OF ABOUT 12.5 MILES.  CAMP
 RA1167'AND WATER AT THIS MEADOW.  TRUCK MAY BE DRIVEN N FROM THIS POINT
 RA1167'1.15 MILES TO LARGE TREES ON EACH SIDE OF ROAD, BLAZED WITH
 RA1167'TRIANGLES.  GO W ABOUT 150 FEET TO CROSS TRAIL AND PACK SW ALONG
 RA1167'CENTER STOCK DRIVEWAY ABOUT 1 MILE TO CROSS TRAIL IN LOW SADDLE
 RA1167'NEAR TREE WITH TRIANGLE BLAZE.  CONTINUE SW ALONG TRAIL AND
 RA1167'STOCK DRIVEWAY FOR 0.75 MILE TO SUMMIT.  STATION IS ON W SIDE
 RA1167'OF LEDGE OF ROCKS ALONG TOP OF PEAK AND ABOUT 300 FEET W OF
 RA1167'TREE WITH TRIANGLE BLAZE.  MARKED BY U.S.G.S. DISK IN ROCK
 RA1167'LEDGE.  U.S.C. AND G.S. STATION FANNY OF 1916 IS 6.07
 RA1167'METERS (19.9 FEET) SW IN AZIMUTH 56 DEG 28 MIN 18 SEC.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA1168 ***********************************************************************
 RA1168  DESIGNATION -  FANNY
 RA1168  PID         -  RA1168
 RA1168  STATE/COUNTY-  OR/UNION
 RA1168  USGS QUAD   -  MT FANNY (1993)
 RA1168
 RA1168                         *CURRENT SURVEY CONTROL
 RA1168  ___________________________________________________________________
 RA1168* NAD 83(1991)-  45 18 28.38819(N)    117 43 48.20886(W)     ADJUSTED  
 RA1168* NAVD 88     -      2181.5    (meters)    7157.     (feet)  VERTCON   
 RA1168  ___________________________________________________________________
 RA1168  LAPLACE CORR-          20.54  (seconds)                    DEFLEC99
 RA1168  GEOID HEIGHT-         -16.77  (meters)                     GEOID03
 RA1168  HORZ ORDER  -  FIRST
 RA1168
 RA1168.The horizontal coordinates were established by classical geodetic methods
 RA1168.and adjusted by the National Geodetic Survey in October 1991.
 RA1168
 RA1168.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1168.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1168
 RA1168.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1168
 RA1168.The geoid height was determined by GEOID03.
 RA1168
 RA1168;                    North         East     Units Scale Factor Converg.
 RA1168;SPC OR N     -   186,097.983 2,717,163.515   MT  0.99989752   +1 57 51.9
 RA1168;SPC OR N     -   610,557.69  8,914,578.46   iFT  0.99989752   +1 57 51.9
 RA1168;UTM  11      - 5,017,412.725   442,769.268   MT  0.99964027   -0 31 08.4
 RA1168
 RA1168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1168!SPC OR N     -   0.99966073  x   0.99989752  =   0.99955829
 RA1168!UTM  11      -   0.99966073  x   0.99964027  =   0.99930113
 RA1168
 RA1168:                Primary Azimuth Mark                     Grid Az
 RA1168:SPC OR N     -  POINT PROMINENCE LOOKOUT                 014 17 04.9
 RA1168:UTM  11      -  POINT PROMINENCE LOOKOUT                 016 46 05.2
 RA1168
 RA1168|---------------------------------------------------------------------|
 RA1168| PID    Reference Object                     Distance      Geod. Az  |
 RA1168|                                                           dddmmss.s |
 RA1168| RA1165 POINT PROMINENCE LOOKOUT            APPROX. 7.4 KM 0161456.8 |
 RA1168| RA1167 FANNY                                 6.070 METERS 05628     |
 RA1168| CF5267 FANNY RM                              8.185 METERS 22905     |
 RA1168| CF5266 FANNY AZ MK                                        3015400.3 |
 RA1168| CF5268 FANNY RM 2                           16.338 METERS 30349     |
 RA1168|---------------------------------------------------------------------|
 RA1168
 RA1168                          SUPERSEDED SURVEY CONTROL
 RA1168
 RA1168  NAD 83(1986)-  45 18 28.38719(N)    117 43 48.19628(W) AD(       ) 1
 RA1168  NAD 27      -  45 18 28.90184(N)    117 43 44.45532(W) AD(       ) 1
 RA1168  NGVD 29 (12/08/88) 2180.2    (m)         7153.     (f) VERT ANG    3  
 RA1168
 RA1168.Superseded values are not recommended for survey control.
 RA1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1168.See file dsdata.txt to determine how the superseded data were derived.
 RA1168
 RA1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML4276917413(NAD 83)
 RA1168_MARKER: DS = TRIANGULATION STATION DISK
 RA1168_SETTING: 80 = SET IN A BOULDER
 RA1168_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 RA1168_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RA1168
 RA1168  HISTORY     - Date     Condition        Report By
 RA1168  HISTORY     - 1916     MONUMENTED       CGS
 RA1168  HISTORY     - 1934     GOOD             ORDT
 RA1168  HISTORY     - 1946     GOOD             CGS
 RA1168  HISTORY     - 1964     GOOD             USGS
 RA1168
 RA1168                          STATION DESCRIPTION
 RA1168
 RA1168'DESCRIBED BY COAST AND GEODETIC SURVEY 1916 (CVH)
 RA1168'ABOUT 18 MILES E OF LA GRANDE AND 5 MILES E OF COVE POST OFFICE
 RA1168'AND ABOUT 1-1/2 MILES W OF MOUNT FANNY RANGER STATION.  THE STATION
 RA1168'IS ON THE EASTERN-MOST AND HIGHEST PEAK ON MOUNT FANNY AND IS
 RA1168'MARKED BY A BRONZE TABLET IN A BOULDER IN CONCRETE IN A DEPRESSION
 RA1168'IN A BOULDER AS DESCRIBED.  THE REFERENCE MARK, A
 RA1168'BRONZE TABLET SET IN CONCRETE IN DEPRESSION IN A BOULDER AS
 RA1168'DESCRIBED, IS 8.195 METERS (26.89 FEET) FROM THE
 RA1168'STATION S 49 DEG 12 MIN W.  THE U.S. GEOLOGICAL SURVEY
 RA1168'STATION OF THE SAME NAME IS 6.07 METERS (19.9 FEET) FROM THE
 RA1168'STATION N 56 DEG 28 MIN E.
 RA1168
 RA1168                          STATION RECOVERY (1934)
 RA1168
 RA1168'RECOVERY NOTE BY OREGON DEPARTMENT OF TRANSPORTATION 1934
 RA1168'DESCRIPTION GIVEN ABOVE.
 RA1168'
 RA1168'MORE EASILY REACHED BY PROCEEDING NORTHERLY, ON THE ROAD TO
 RA1168'POINT PROMINENCE, 2.9 MILES FROM THE ROAD BRANCHING FROM THE MAIN
 RA1168'ROAD AND LEADING TO THE SUMMIT SPRINGS LOOKOUT.  THEN BY A TRAIL
 RA1168'MARKED CENTER OF STOCK DRIVEWAY SOUTHERLY ABOUT 1-1/2 OR 2 MILES.
 RA1168'
 RA1168'STATION AND REFERENCE MARKS IN GOOD CONDITION.
 RA1168
 RA1168                          STATION RECOVERY (1946)
 RA1168
 RA1168'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (JTJ)
 RA1168'THE STATION WAS RECOVERED AS ORIGINALLY DESCRIBED (WITH EXCEPTIONS
 RA1168'NOTED BELOW), AND ALL MARKS WERE IN GOOD CONDITION.
 RA1168'
 RA1168'THE STATION IS LOCATED ON THE EASTERLY AND HIGHEST SUMMIT OF
 RA1168'MT. FANNY (ELEVATION 7132 FEET), A LOCALLY WELL-KNOWN MOUNTAIN
 RA1168'LYING ABOUT 18 MILES EAST OF LA GRANDE, 9-1/2 MILES NORTHEAST OF
 RA1168'UNION, 5 MILES EAST OF COVE POST OFFICE, AND 2-1/4 MILES WEST
 RA1168'NORTHWEST OF SUMMIT SPRINGS LOOKOUT HOUSE.  A SHARPER, MORE
 RA1168'PROMINENT PEAK OF APPROXIMATELY THE SAME ELEVATION LIES ABOUT
 RA1168'1/4 MILE NORTHWEST OF THE STATION SUMMIT.
 RA1168'
 RA1168'THE MOUNT FANNY RANGER STATION, MENTIONED IN THE ORIGINAL
 RA1168'DESCRIPTION, NO LONGER EXISTS.
 RA1168'
 RA1168'THE STATION MARK IS A STANDARD DISK, UNSTAMPED, SET IN A BOULDER,
 RA1168'ABOUT 8 INCHES BY 15 INCHES, PROJECTING 14 INCHES ABOVE THE
 RA1168'GROUND.  IT IS AT THE SOUTHWEST END OF THE RIDGE OF THE SUMMIT,
 RA1168'APPROXIMATELY 6 METERS SOUTHWEST OF THE USGS CAIRN, AND 10 METERS
 RA1168'SOUTHEAST OF A TREE WITH AN ELEVATION SIGN ON IT.
 RA1168'
 RA1168'REFERENCE MARK NO. 1 (UNSTAMPED) IS NOT SET IN A BOULDER AS
 RA1168'ORIGINALLY DESCRIBED.  IT IS A STANDARD DISK SET IN BEDROCK AT
 RA1168'THE EXTREME SOUTHWEST END OF THE RIDGE OF THE SUMMIT.  IT IS
 RA1168'ABOUT 3 FEET HIGHER THAN THE STATION MARK AND ON THE CREST OF
 RA1168'THE RIDGE.
 RA1168'
 RA1168'ANOTHER REFERENCE MARK, STAMPED FANNY NO 2 1946, WAS SET.  IT
 RA1168'IS A STANDARD DISK SET IN BEDROCK FLUSH WITH THE SURFACE.  IT IS
 RA1168'ABOUT 4 FEET LOWER THAN THE STATION AND 6 METERS NORTHWEST OF
 RA1168'THE TREE WITH THE ELEVATION SIGN ON IT.
 RA1168'
 RA1168'AN AZIMUTH MARK, STAMPED FANNY 1946, WAS SET ON THE HIGHEST POINT
 RA1168'OF THE PEAK LYING ABOUT 1/4 MILE NORTHWEST OF THE STATION
 RA1168'SITE.  THE MARK IS A STANDARD DISK SET IN BEDROCK FLUSH WITH THE
 RA1168'SURFACE.
 RA1168'
 RA1168'TO REACH THE STATION FROM THE POST OFFICE IN COVE GO EAST ON THE
 RA1168'MAIN STREET 0.15 MILE TO SCHOOL BUILDING AND CHURCH ON RIGHT.  TAKE
 RA1168'THE RIGHT FORK, LEADING BETWEEN THE SCHOOL AND CHURCH, AND
 RA1168'CONTINUE SOUTHEAST ON THE MAIN TRAVELED ROAD 2.0 MILES TO
 RA1168'FORKS.  TAKE THE LEFT FORK, AS PER MOSS SPRINGS SIGN, AND
 RA1168'CONTINUE ON THE DIRT ROAD, UP GRADE, 6.5 MILES TO THE MOSS
 RA1168'SPRINGS GUARD STATION ON LEFT, NORTH, SIDE OF THE ROAD.
 RA1168'CONTINUE EAST ON THE MAIN TRAVELED ROAD 0.4 MILE TO FORKS.
 RA1168'TAKE THE LEFT FORK, AS PER THE SUMMIT SPRINGS AND POINT
 RA1168'PROMINENCE SIGNS, AND CONTINUE NORTHERLY 3.6 MILES TO FORK ON
 RA1168'RIGHT LEADING 1/2 MILE TO SUMMIT SPRINGS LOOKOUT.  CONTINUE ON
 RA1168'LEFT FORK, NORTHERLY, 1.6 MILES TO OLD ROCK CHIMNEY ON RIGHT
 RA1168'AT THE PREVIOUS SITE OF THE MOUNT FANNY RANGER STATION.
 RA1168'CONTINUE ON ROAD NORTH 0.6 MILE TO SIGN, INDIAN CAMP 1/2, ON
 RA1168'LEFT (POSSIBLY A GOOD ROUTE TO THE STATION, AS TRAIL LEADS
 RA1168'WEST).  CONTINUE NORTH ON ROAD 0.2 MILE TO TRIANGLE
 RA1168'BLAZE ON TREE ON LEFT AND THE END OF TRUCK TRAVEL.  FROM THE END
 RA1168'OF TRUCK TRAVEL GO LEFT, WEST, ON DIM TRAIL ABOUT 50 YARDS TO THE
 RA1168'EAST EDGE OF A MEADOW.  BEAR LEFT AND FOLLOW BLAZES AND
 RA1168'CENTER OF STOCK DRIVEWAY SIGNS SOUTHWEST AND WEST ABOUT 1-1/2
 RA1168'MILES TO WHERE THE DRIVEWAY CROSSES A TRAIL IN A SADDLE.  CONTINUE
 RA1168'UP GRADE ON DRIVEWAY, SOUTHWESTERLY, ABOUT 3/4 MILE TO THE CREST
 RA1168'OF THE ROCKY RIDGE FORMING THE STATION SUMMIT.  CONTINUE SOUTHWEST
 RA1168'ABOUT 100 YARDS TO THE USGS CAIRN AND STATION SITE.  THE STATION
 RA1168'IS ABOUT 1-1/2 HOURS BACK PACK FROM THE END OF TRUCK TRAVEL.
 RA1168
 RA1168                          STATION RECOVERY (1964)
 RA1168
 RA1168'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 RA1168'RECOVERED AS DESCRIBED BY CGS.  NEW TO REACH FOLLOWS.
 RA1168'
 RA1168'TO REACH FROM COVE POST OFFICE, DRIVE 0.1 MI E.  TURN RIGHT ON
 RA1168'MILL CREEK RD. 2 MI.  TAKE LEFT FORK AT SIGN MOSS SPRINGS GS 7
 RA1168'7 MI.  TAKE LEFT FORK AT SIGN PT PROMINENCE 0.1 MI KEEPING LEFT
 RA1168'PAST HORSE CORRALS.  CONTINUE 5.9 MI TO RD. LEFT.  TAKE LEFT FORK
 RA1168'AT SIGN BLUE MTN TV 2 MI TO END OF RD. IN SADDLE.  PACK SE. TO
 RA1168'TOP AND STATION.  A 10-MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2653 ***********************************************************************
 RD2653  DESIGNATION -  FARGO
 RD2653  PID         -  RD2653
 RD2653  STATE/COUNTY-  OR/MARION
 RD2653  USGS QUAD   -  WOODBURN (1985)
 RD2653
 RD2653                         *CURRENT SURVEY CONTROL
 RD2653  ___________________________________________________________________
 RD2653* NAD 83(1991)-  45 14 46.02635(N)    122 49 28.98268(W)     ADJUSTED  
 RD2653* NAVD 88     -        57.     (meters)     187.     (feet)  VERTCON   
 RD2653  ___________________________________________________________________
 RD2653  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 RD2653  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 RD2653  HORZ ORDER  -  SECOND
 RD2653
 RD2653.The horizontal coordinates were established by classical geodetic methods
 RD2653.and adjusted by the National Geodetic Survey in October 1991.
 RD2653
 RD2653.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD2653.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD2653
 RD2653.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2653
 RD2653.The geoid height was determined by GEOID03.
 RD2653
 RD2653;                    North         East     Units Scale Factor Converg.
 RD2653;SPC OR N     -   178,136.302 2,317,534.066   MT  0.99989549   -1 38 55.2
 RD2653;SPC OR N     -   584,436.69  7,603,458.22   iFT  0.99989549   -1 38 55.2
 RD2653;UTM  10      - 5,010,306.572   513,755.677   MT  0.99960233   +0 07 28.1
 RD2653
 RD2653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2653!SPC OR N     -   0.99999466  x   0.99989549  =   0.99989015
 RD2653!UTM  10      -   0.99999466  x   0.99960233  =   0.99959699
 RD2653
 RD2653:                Primary Azimuth Mark                     Grid Az
 RD2653:SPC OR N     -  LA FORTE                                 351 40 46.0
 RD2653:UTM  10      -  LA FORTE                                 349 54 22.7
 RD2653
 RD2653|---------------------------------------------------------------------|
 RD2653| PID    Reference Object                     Distance      Geod. Az  |
 RD2653|                                                           dddmmss.s |
 RD2653| CE1900 LA FORTE                                           3500150.8 |
 RD2653|---------------------------------------------------------------------|
 RD2653
 RD2653                          SUPERSEDED SURVEY CONTROL
 RD2653
 RD2653  NAD 83(1986)-  45 14 46.04836(N)    122 49 28.99158(W) AD(       ) 2
 RD2653  NAD 27      -  45 14 46.61830(N)    122 49 24.64584(W) AD(       ) 2
 RD2653  NGVD 29 (07/19/86)   56.     (m)          184.     (f) VERT ANG    3  
 RD2653
 RD2653.Superseded values are not recommended for survey control.
 RD2653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2653.See file dsdata.txt to determine how the superseded data were derived.
 RD2653
 RD2653_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1375610307(NAD 83)
 RD2653_MARKER: Z = SEE DESCRIPTION
 RD2653_SETTING: 0 = UNSPECIFIED SETTING
 RD2653
 RD2653  HISTORY     - Date     Condition        Report By
 RD2653  HISTORY     - 1972     MONUMENTED       OR-047
 RD2653
 RD2653                          STATION DESCRIPTION
 RD2653
 RD2653'DESCRIBED BY MARION COUNTY OREGON 1972 (ADG)
 RD2653'THE STATION IS LOCATED ABOUT 1.5 MILES SOUTH AND 0.7 MILE EAST OF
 RD2653'THE VILLAGE OF BUTTEVILLE AND SITUATED IN THE S.W. 1/4 OF THE
 RD2653'S.W. 1/4 OF SECTION 4, TOWNSHIP 4 SOUTH, RANGE 1 WEST, WILLAMETTE
 RD2653'MERIDIAN, MARION COUNTY, OREGON.
 RD2653'
 RD2653'TO REACH THE STATION FROM THE FARGO INTERCHANGE ON I-5 FREEWAY,
 RD2653'GO NORTHWESTERLY ON COUNTY ROAD NO. 425 FOR A DISTANCE OF 0.9 MILE
 RD2653'TO COUNTY ROAD NO. 426 ON THE LEFT.  GO LEFT (WEST) ON C.R. 426
 RD2653'FOR 0.70 MILE TO THE STATION MARK IN THE MIDDLE OF THE
 RD2653'INTERSECTION OF COUNTY ROADS 426 AND 423.  POINT IS WESTERLY OF
 RD2653'THE BURLINGTON NORTHERN RAILROAD TRACKS ABOUT 0.48 MILE.  POINT
 RD2653'IS EASTERLY OF MARKET ROAD NO. 65 ABOUT 0.74 MILE.
 RD2653'
 RD2653'THE STATION MARK IS A MARION COUNTY BRASS DISK STAMPED MARION
 RD2653'COUNTY.  T4S, R1W.  C.R. 423.  C.R. 426, SET IN THE TOP OF AN 8
 RD2653'INCH CYLINDRICAL CONCRETE POST AND 9 INCHES BELOW THE SURFACE OF
 RD2653'THE GRAVEL ROAD.  A MARION COUNTY CAST IRON BOX ENCASES THE TOP
 RD2653'OF THE CONCRETE POST AND HAS A METAL COVER EMBOSSED WITH THE
 RD2653'WORDS MARION COUNTY MONUMENT.  THERE IS NO UNDERGROUND STATION
 RD2653'MARK FOR THIS STATION.
 RD2653'
 RD2653'AZIMUTH MARK IS STATION LA FORTE WHICH IS 0.38 MILE NORTHWESTERLY
 RD2653'OF STATION FARGO AND IS THE POINT OF INTERSECTION (P.I.) IN COUNTY
 RD2653'ROAD NO. 423 (THE FIRST ONE NORTHERLY).  POINT IS NEAR THE LOWEST
 RD2653'POINT OF A DIP IN THE ROAD.  POINT IS ALSO THE MOST EASTERLY
 RD2653'S.E. CORNER OF THE JOSEPH LAFORTE D.L.C. NO. 40.  AN IRON PIPE
 RD2653'BEARS EASTERLY AND WESTERLY 25.08 FEET.  THE AZIMUTH MARK IS A
 RD2653'MARION COUNTY BRASS DISK STAMPED MARION COUNTY.  T4S,
 RD2653'R1W.  S.E. COR. C1. 40, SET IN THE TOP OF AN 8 INCH
 RD2653'CYLINDRICAL CONCRETE POST AND 7 INCHES BELOW THE SURFACE OF
 RD2653'THE PAVEMENT.  POINT IS NEAR THE EASTERLY EDGE OF THE PAVEMENT.
 RD2653'THERE IS NO UNDERGROUND STATION MARK FOR THIS AZIMUTH STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0887 ***********************************************************************
 PC0887  CBN         -  This is a Cooperative Base Network Control Station.
 PC0887  DESIGNATION -  FARIVIEW RESET
 PC0887  PID         -  PC0887
 PC0887  STATE/COUNTY-  OR/LANE
 PC0887  USGS QUAD   -  FAIRVIEW PEAK (1986)
 PC0887
 PC0887                         *CURRENT SURVEY CONTROL
 PC0887  ___________________________________________________________________
 PC0887* NAD 83(2007)-  43 35 08.82581(N)    122 39 11.65386(W)     ADJUSTED  
 PC0887* NAVD 88     -      1809.9    (meters)    5938.     (feet)  VERTCON   
 PC0887  ___________________________________________________________________
 PC0887  EPOCH DATE  -        2007.00
 PC0887  X           -  -2,497,387.887 (meters)                     COMP
 PC0887  Y           -  -3,897,074.084 (meters)                     COMP
 PC0887  Z           -   4,376,102.586 (meters)                     COMP
 PC0887  LAPLACE CORR-           5.96  (seconds)                    DEFLEC99
 PC0887  ELLIP HEIGHT-        1787.244 (meters)          (02/10/07) ADJUSTED
 PC0887  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 PC0887
 PC0887  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 PC0887  Type    PID    Designation                      North   East  Ellip
 PC0887  -------------------------------------------------------------------
 PC0887  NETWORK PC0887 FARIVIEW RESET                    1.84   2.88   9.94
 PC0887  -------------------------------------------------------------------
 PC0887
 PC0887.The horizontal coordinates were established by GPS observations
 PC0887.and adjusted by the National Geodetic Survey in February 2007.
 PC0887
 PC0887.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 PC0887.See www.ngs.noaa.gov/NationalReadjustment for more information.
 PC0887.The horizontal coordinates are valid at the epoch date displayed above.
 PC0887.The epoch date for horizontal control is a decimal equivalence
 PC0887.of Year/Month/Day.
 PC0887
 PC0887.The NAVD 88 height was computed by applying the VERTCON shift value to
 PC0887.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PC0887
 PC0887.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PC0887
 PC0887.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC0887
 PC0887.The ellipsoidal height was determined by GPS observations
 PC0887.and is referenced to NAD 83.
 PC0887
 PC0887.The geoid height was determined by GEOID03.
 PC0887
 PC0887;                    North         East     Units Scale Factor Converg.
 PC0887;SPC OR S     -   215,418.284 1,326,132.963   MT  0.99992108   -1 28 23.3
 PC0887;SPC OR S     -   706,752.90  4,350,829.93   iFT  0.99992108   -1 28 23.3
 PC0887;UTM  10      - 4,825,926.965   527,994.094   MT  0.99960964   +0 14 20.7
 PC0887
 PC0887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC0887!SPC OR S     -   0.99971982  x   0.99992108  =   0.99964092
 PC0887!UTM  10      -   0.99971982  x   0.99960964  =   0.99932957
 PC0887
 PC0887|---------------------------------------------------------------------|
 PC0887| PID    Reference Object                     Distance      Geod. Az  |
 PC0887|                                                           dddmmss.s |
 PC0887| PC0886 FAIRVIEW RM E COPPER BOLT            52.750 METERS 08610     |
 PC0887| CD8521 FAIRVIEW AZ MK                                     2004307.4 |
 PC0887| CD8522 FAIRVIEW RM 1                         8.520 METERS 20512     |
 PC0887| PC0965 SAN FRANCISCO PORTLAND BCN 43       APPROX.54.7 KM 2762336.0 |
 PC0887| PC0888 FAIRVIEW RM 2                         5.116 METERS 28303     |
 PC0887| PC0961 SAN FRANCISCO PORTLAND BCN 44A      APPROX.44.1 KM 2923210.2 |
 PC0887|---------------------------------------------------------------------|
 PC0887
 PC0887                          SUPERSEDED SURVEY CONTROL
 PC0887
 PC0887  NAD 83(1998)-  43 35 08.82334(N)    122 39 11.65457(W) AD(       ) B
 PC0887  ELLIP H (07/03/01) 1787.242  (m)                       GP(       ) 5 1
 PC0887  NAD 83(1991)-  43 35 08.82130(N)    122 39 11.65322(W) AD(       ) B
 PC0887  ELLIP H (02/25/91) 1787.436  (m)                       GP(       ) 4 1
 PC0887  NAD 83(1986)-  43 35 08.82426(N)    122 39 11.66659(W) AD(       ) 1
 PC0887  NAD 27      -  43 35 09.39300(N)    122 39 07.47800(W) AD(       ) 1
 PC0887  NGVD 29 (02/25/91) 1808.7    (m)         5934.     (f) GPS OBS     3  
 PC0887
 PC0887.Superseded values are not recommended for survey control.
 PC0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0887.See file dsdata.txt to determine how the superseded data were derived.
 PC0887
 PC0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP2799425927(NAD 83)
 PC0887_MARKER: DH = HORIZONTAL CONTROL DISK
 PC0887_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 PC0887_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 PC0887_STAMPING: FAIRVIEW 1904 1981
 PC0887_MARK LOGO: NGS   
 PC0887_MAGNETIC: N = NO MAGNETIC MATERIAL
 PC0887_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PC0887+STABILITY: POSITION/ELEVATION WELL
 PC0887_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PC0887+SATELLITE: SATELLITE OBSERVATIONS - November 13, 1989
 PC0887
 PC0887  HISTORY     - Date     Condition        Report By
 PC0887  HISTORY     - 1904     MONUMENTED       NGS
 PC0887  HISTORY     - 1904     GOOD             CGS
 PC0887  HISTORY     - 1934     SEE DESCRIPTION  ORGS
 PC0887  HISTORY     - 1938     SEE DESCRIPTION  CGS
 PC0887  HISTORY     - 1940     SEE DESCRIPTION  CGS
 PC0887  HISTORY     - 1953     SEE DESCRIPTION  CGS
 PC0887  HISTORY     - 1976     SEE DESCRIPTION  USGS
 PC0887  HISTORY     - 19811010 GOOD             NGS
 PC0887  HISTORY     - 19890629 GOOD             BLM
 PC0887  HISTORY     - 19891113 GOOD             NGS
 PC0887
 PC0887                          STATION DESCRIPTION
 PC0887
 PC0887'DESCRIBED BY NATIONAL GEODETIC SURVEY 1904 (OBP)
 PC0887'ON THE W SIDE OF THE SUMMIT OF FAIRVIEW PEAK IN THE BOHEMIA
 PC0887'MOUNTAINS, ABOUT 25 MILES SE OF COTTAGE GROVE AND 6 MILES BY ROAD
 PC0887'FROM MINERAL POST OFFICE.  THE STATION IS MARKED BY A 3/8-INCH
 PC0887'COPPER BOLT 3 INCHES LONG CEMENTED INTO A DRILL HOLE IN THE ROCK,
 PC0887'AND DIRECTLY ABOVE THE BOLT IN THE SAME DRILL HOLE AN OLD-TYPE
 PC0887'BRONZE TABLET.  A CROSS IN THE TOP OF THE COPPER BOLT AND
 PC0887'ANOTHER IN THE POLISHED CENTER OF THE DISK MARK THE STATION.
 PC0887'THREE REFERENCE MARKS, EACH CONSISTING OF A DRILL OR PUNCH
 PC0887'HOLE IN THE TOP OF A 3/8-INCH COPPER BOLT 3 INCHES LONG, WHICH
 PC0887'IS LEADED OR CEMENTED INTO A DRILL HOLE IN A ROCK WITH THE TOP
 PC0887'OF THE BOLT FLUSH WITH THE SURFACE, ARE AT THE FOLLOWING
 PC0887'DISTANCES AND AZIMUTHS FROM THE STATION.  6.69 METERS
 PC0887'(21.9 FEET), 47 DEG 29 MIN.  2.92 METERS (9.6 FEET), 181 DEG
 PC0887'39 MIN.  AND ABOUT 175 FEET, 266 DEG 09 MIN.
 PC0887
 PC0887                          STATION RECOVERY (1904)
 PC0887
 PC0887'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1904
 PC0887'RECOVERED IN GOOD CONDITION.
 PC0887
 PC0887                          STATION RECOVERY (1934)
 PC0887
 PC0887'RECOVERY NOTE BY OREGON GEODETIC SURVEY 1934
 PC0887'OLD-TYPE BRONZE STATION DISK AND THREE REFERENCE MARKS FOUND
 PC0887'AS DESCRIBED.
 PC0887
 PC0887                          STATION RECOVERY (1938)
 PC0887
 PC0887'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (ACT)
 PC0887'STATION LIES UNDER FAIRVIEW LOOKOUT TOWER, ABOUT 3 FEET NW OF
 PC0887'CENTER.  TOWER IS OF TIMBER, 40 FEET HIGH.
 PC0887'
 PC0887'STATION MARK AND ONE REFERENCE MARK WERE RECOVERED IN GOOD
 PC0887'CONDITION.  STATION MARK IS AN OLD-TYPE BRONZE DISK SET IN
 PC0887'BEDROCK.  AN AZIMUTH MARK AND TWO NEW REFERENCE MARKS WERE SET.
 PC0887'
 PC0887'REFERENCE MARK 1 IS SET IN BEDROCK ABOUT 10 FEET BELOW STATION.
 PC0887'
 PC0887'REFERENCE MARK 2 IS SET IN BEDROCK ABOUT 4 FEET BELOW STATION.
 PC0887'
 PC0887'AZIMUTH MARK IS SET IN BEDROCK ON N SLOPE OF BOHEMIA MOUNTAIN,
 PC0887'ABOUT 3/8 MILE SSW OF STATION.
 PC0887'
 PC0887'REACHED FROM COTTAGE GROVE BY DRIVING E FROM POST OFFICE ON
 PC0887'DISSTON ROAD 16.15 MILES TO FORKS, TAKE RIGHT FORK 3.95 MILES TO
 PC0887'DISSTON POST OFFICE.  CONTINUE ON MAIN ROAD UP GRADE 16.1 MILES
 PC0887'TO FORK ON BOHEMIA SADDLE, PASSING LUND PARK ON LEFT ENROUTE.  AT
 PC0887'SADDLE, TURN SHARP RIGHT AND FOLLOW FAIRVIEW LOOKOUT ROAD 1.1
 PC0887'MILES UP STEEP GRADE TO END OF TRUCK TRAVEL ABOUT 50 YARDS BELOW
 PC0887'FAIRVIEW LOOKOUT TOWER AND STATION.
 PC0887
 PC0887                          STATION RECOVERY (1940)
 PC0887
 PC0887'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (ANS)
 PC0887'STATION RECOVERED AND FOUND TO BE IN GOOD CONDITION.  REFERENCE
 PC0887'MARKS 1 AND 2, 1938, RECOVERED.  ALSO ONE 1904 COPPER BOLT.
 PC0887'
 PC0887'STATION IS LOCATED ABOUT 25 MILES SE OF COTTAGE GROVE.  IT IS IN
 PC0887'THE UMPQUA NATIONAL FOREST ON THE HIGHEST PART OF FAIRVIEW PEAK,
 PC0887'WHICH IS IN THE BOHEMIA MOUNTAINS.  STATION IS UNDER THE FAIRVIEW
 PC0887'LOOKOUT TOWER, 3 FEET NW OF THE CENTER.  IT IS AN OLD-TYPE BRONZE
 PC0887'DISK WITH A CROSS IN THE CENTER AND SET IN A BOULDER.
 PC0887'
 PC0887'REFERENCE MARK 1 IS STAMPED FAIRVIEW NO. 1 1938.
 PC0887'
 PC0887'REFERENCE MARK 2 IS STAMPED FAIRVIEW NO. 2 1938.
 PC0887'
 PC0887'AZIMUTH MARK IS ABOUT 0.4 MILE S OF THE STATION, ON THE N SLOPE
 PC0887'OF BOHEMIA PEAK.  IT IS ABOUT 300 FEET BELOW THE TOP OF THE PEAK,
 PC0887'SET IN A ROCK OUTCROP.  THERE IS A 20-INCH CAIRN ABOUT 2 FEET S
 PC0887'OF THE MARK.  THE DISK IS STAMPED FAIRVIEW 1938.  TO REACH
 PC0887'AZIMUTH MARK, GO S FOR 0.4 MILE TO BOHEMIA PEAK.
 PC0887'
 PC0887'COPPER BOLT IS 16 FEET N OF THE NW CORNER OF A SMALL BUILDING,
 PC0887'WHICH IS ABOUT 175 FEET E OF THE FAIRVIEW LOOKOUT TOWER.  IT IS
 PC0887'SET IN BEDROCK AND PROJECTS 1/4 INCH.  THERE IS A WHITE SPACE
 PC0887'ABOUT 1-FOOT SQUARE PAINTED WHITE AT THE BOLT.
 PC0887'
 PC0887'STATION REACHED AS IN 1938.
 PC0887
 PC0887                          STATION RECOVERY (1953)
 PC0887
 PC0887'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CTH)
 PC0887'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED, FOUND IN
 PC0887'GOOD CONDITION AND AS PREVIOUSLY DESCRIBED.  THE AZIMUTH MARK
 PC0887'WAS SEARCHED FOR BUT WAS NOT FOUND.
 PC0887
 PC0887                          STATION RECOVERY (1976)
 PC0887
 PC0887'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 PC0887'STATION MARK AND RM 1 AND RM 2 RECOVERED IN GOOD CONDITION.  THE
 PC0887'LOOKOUT TOWER HAS BEEN REBUILT IN A DIFFERENT LOCATION.
 PC0887
 PC0887                          STATION RECOVERY (1981)
 PC0887
 PC0887'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 PC0887'THE STATION MARK HAD BEEN REMOVED BY VANDALS.  THE REFERENCE MARKS
 PC0887'WERE RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT SEARCHED
 PC0887'FOR.  A NEW SURFACE MARK WAS ESTABLISHED AT THIS TIME.  THE STATION IS
 PC0887'LOCATED IN THE BOHEMIA MOUNTAINS.  ON FAIRVIEW PEAK ABOUT 40 KM (24.85
 PC0887'MI) SOUTHEAST OF COTTAGE GROVE, 19 KM (11.80 MI) SOUTHEAST OF CULP
 PC0887'CREEK AND 6.5 KM (4.05 MI) SOUTH OF LUNN PARK.  TO REACH THE STATION
 PC0887'FROM THE POST OFFICE IN GLIDE, FOLLOW MAIN ROAD NORTHEAST 8.0 KM (4.95
 PC0887'MI) TO A ROAD LEFT, TURN LEFT UP ROCK CREEK AND GO 32.6 KM (20.25 MI)
 PC0887'TO A ROAD FORK, TURN RIGHT AND GO 17 KM (10.55 MI) TO A ROAD RIGHT,
 PC0887'TURN RIGHT ON SHARPS CREEK ROAD AND GO 12.3 KM (7.65 MI) TO A SADDLE
 PC0887'AND CROSSROADS TURN LEFT AND GO UP HILL 2.1 KM (1.30 MI) TO FAIRVIEW
 PC0887'LOOKOUT AND THE MARK ON THE HIGHEST PART OF THE HILL.
 PC0887' 
 PC0887'THE STATION IS A STANDARD NGS DISK STAMPED---FAIRVIEW 1904 1981---,
 PC0887'SET INTO ROCK OUTCROP, 1 METER (3.3 FT) LARGEST DIMENSION. THE STATION
 PC0887'IS LOCATED 2 METERS (6.6 FT) WEST-NORTHWEST FROM THE HIGHEST PART OF
 PC0887'HILL, 1.3 METERS (4.3 FT) WEST FROM THE NORTHWEST CORNER OF A 0.7 BY
 PC0887'0.9 CONCRETE FOUNDATION.  REFERENCE MARK NO 1, IS A STANDARD CGS DISK
 PC0887'STAMPED---FAIRVIEW NO 1 1938---, SET INTO ROCK OUTCROP, 1.5 METERS
 PC0887'(4.9 FT) LARGEST DIMENSION.  THE STATION IS LOCATED 2.2 METERS (7.2
 PC0887'FT) WEST FROM THE SOUTHWEST GUY WIRE TO LOOKOUT, AND 3 METERS (9.8 FT)
 PC0887'LOWER THAN THE STATION.  REFERENCE MARK NO 2, IS A STANDARD CGS DISK
 PC0887'STAMPED---FAIRVIEW NO 2 1938---.  THE STATION IS LOCATED 6.5 METERS
 PC0887'(21.3 FT) WEST FROM HIGHEST PART OF ROCK, 0.8 METERS (2.6 FT) EAST
 PC0887'FROM THE WEST EDGE OF CONCRETE STEP TO OLD LOOKOUT, AND 1 METER (3.3
 PC0887'FT) LOWER THAN THE STATION.
 PC0887
 PC0887                          STATION RECOVERY (1989)
 PC0887
 PC0887'RECOVERY NOTE BY BUREAU OF LAND MANAGEMENT 1989
 PC0887'REACHED FROM COTTAGE GROVE BY DRIVING E FROM POST OFFICE ON
 PC0887'DISSTON ROAD 16.15 MILES TO FORKS, TAKE RIGHT FORK 3.95 MILES TO
 PC0887'DISSTON POST OFFICE.  CONTINUE ON MAIN ROAD UP GRADE 16.1 MILES
 PC0887'TO FORK ON BOHEMIA SADDLE, PASSING LUND PARK ON LEFT ENROUTE.  AT
 PC0887'SADDLE, TURN SHARP RIGHT AND FOLLOW FAIRVIEW LOOKOUT ROAD 1.1
 PC0887'MILES UP STEEP GRADE TO END OF TRUCK TRAVEL ABOUT 50 YARDS BELOW
 PC0887'FAIRVIEW LOOKOUT TOWER AND STATION.
 PC0887'ON THE W SIDE OF THE SUMMIT OF FAIRVIEW PEAK IN THE BOHEMIA
 PC0887'MOUNTAINS, ABOUT 25 MILES SE OF COTTAGE GROVE AND 6 MILES BY ROAD
 PC0887'FROM MINERAL POST OFFICE.  THE STATION IS MARKED BY A 3/8-INCH
 PC0887'COPPER BOLT 3 INCHES LONG CEMENTED INTO A DRILL HOLE IN THE ROCK,
 PC0887'AND DIRECTLY ABOVE THE BOLT IN THE SAME DRILL HOLE AN OLD-TYPE
 PC0887'BRONZE TABLET.  A CROSS IN THE TOP OF THE COPPER BOLT AND
 PC0887'ANOTHER IN THE POLISHED CENTER OF THE DISK MARK THE STATION.
 PC0887
 PC0887                          STATION RECOVERY (1989)
 PC0887
 PC0887'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 PC0887'THE STATION IS LOCATED ABOUT 32.2 KM (20.00 MI) SOUTHEAST OF COTTAGE
 PC0887'GROVE, 14.5 KM (9.00 MI) SOUTHEAST OF CULP CREEK , 11.3 KM (7.00 MI)
 PC0887'SOUTH OF DISSTON AND IN THE UMPQUA NATIONAL FOREST ON THE HIGHEST
 PC0887'POINT OF FAIRVIEW PEAK.  OWNERSHIP--U.S. FOREST SERVICE
 PC0887'TO REACH THE STATION FROM THE POST OFFICE, IN CULP CREEK, GO EAST ON
 PC0887'GOVERNMENT ROAD FOR 1.21 KM (0.75 MI) TO SIDE ROAD RIGHT, WITH SIGN
 PC0887'FOR SHARPS CR AND BOHEMIA MINES.  TURN RIGHT AND GO SOUTHERLY FOR
 PC0887'16.41 KM (10.20 MI) TO A Y INTERSECTION, MARTIN CR ROAD (RIGHT) AND
 PC0887'SHARPS CR ROAD (LEFT).  KEEP LEFT AND CONTINUE EAST ON SHARPS CR ROAD
 PC0887'FOR 7.72 KM (4.80 MI) TO A SIGN SHANE SADDLE, STATE HIGHWAY 138,
 PC0887'BOHEMIA SADDLE AND SIDE ROAD LEFT.  TURN LEFT AND CONTINUE UP HILL ON
 PC0887'FOREST SERVICE ROAD 2460 FOR 4.18 KM (2.60 MI) TO A SIGN BOHEMIA
 PC0887'SADDLE, CHAMPION SADDLE, CHAMPION MINES, FAIRVIEW LOOKOUT AND SIDE
 PC0887'ROAD LEFT, FAIRVIEW ROAD (FS 773).  TURN LEFT ONTO FAIRVIEW ROAD (FS
 PC0887'773) AND CONTINUE UP HILL FOR 1.93 KM (1.20 MI) TO THE TOP AND
 PC0887'TURN-AROUND NEAR LOOKOUT TOWER.  THE STATION IS LOCATED ON THE HIGHEST
 PC0887'POINT OF A ROCK PILE WEST OF THE LOOKOUT TOWER.
 PC0887'THE STATION IS LOCATED 14.1 M (46.3 FT) WEST OF THE SOUTHWEST TOWER
 PC0887'LEG, 11.8 M (38.7 FT) EAST OF THE APPROXIMATE EDGE OF THE WEST SIDE OF
 PC0887'ROCKS, 9.8 M (32.2 FT) WEST-NORTHWEST OF THE SOUTHWEST GUIDE WIRE TO
 PC0887'TOWER AND 3.9 M (12.8 FT) SOUTH OF THE APPROXIMATE EDGE OF THE
 PC0887'NORTHEAST SIDE OF ROCKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2008 ***********************************************************************
 RD2008  DESIGNATION -  FARLEY RESET
 RD2008  PID         -  RD2008
 RD2008  STATE/COUNTY-  OR/TILLAMOOK
 RD2008  USGS QUAD   -  GARIBALDI (1985)
 RD2008
 RD2008                         *CURRENT SURVEY CONTROL
 RD2008  ___________________________________________________________________
 RD2008* NAD 83(1991)-  45 33 01.33100(N)    123 56 38.55588(W)     ADJUSTED  
 RD2008* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 RD2008  ___________________________________________________________________
 RD2008  LAPLACE CORR-          22.51  (seconds)                    DEFLEC99
 RD2008  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 RD2008  HORZ ORDER  -  SECOND
 RD2008
 RD2008.The horizontal coordinates were established by classical geodetic methods
 RD2008.and adjusted by the National Geodetic Survey in October 1991.
 RD2008
 RD2008.The orthometric height was scaled from a topographic map.
 RD2008
 RD2008.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2008
 RD2008.The geoid height was determined by GEOID03.
 RD2008
 RD2008;                    North         East     Units Scale Factor Converg.
 RD2008;SPC OR N     -   215,053.021 2,231,164.194   MT  0.99991674   -2 26 32.9
 RD2008;SPC OR N     -   705,554.53  7,320,092.50   iFT  0.99991674   -2 26 32.9
 RD2008;UTM  10      - 5,044,525.850   426,310.768   MT  0.99966676   -0 40 26.2
 RD2008
 RD2008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2008!SPC OR N     -   1.00000296  x   0.99991674  =   0.99991970
 RD2008!UTM  10      -   1.00000296  x   0.99966676  =   0.99966972
 RD2008
 RD2008:                Primary Azimuth Mark                     Grid Az
 RD2008:SPC OR N     -  TILLAMOOK BAY ENT REAR RNG LT            008 56 04.2
 RD2008:UTM  10      -  TILLAMOOK BAY ENT REAR RNG LT            007 09 57.5
 RD2008
 RD2008|---------------------------------------------------------------------|
 RD2008| PID    Reference Object                     Distance      Geod. Az  |
 RD2008|                                                           dddmmss.s |
 RD2008| RD1992 TILLAMOOK BAY ENT REAR RNG LT       APPROX. 2.0 KM 0062931.3 |
 RD2008| RD2002 GARIBALDI OCEANSIDE LUMBER STK      APPROX. 3.2 KM 0695126.8 |
 RD2008| RD1999 GARIBALDI ORE WASH PLYWOOD TK       APPROX. 3.1 KM 0763531.0 |
 RD2008| RD1982 GARIBALDI LIGHT 13                  APPROX. 1.9 KM 0764419.3 |
 RD2008| RD2003 GARIBALDI LIGHT                     APPROX. 2.3 KM 0810025.9 |
 RD2008| RD1981 HOBSON 2 RESET                      APPROX. 2.9 KM 0962815.9 |
 RD2008| RD2001 HOBSONVILLE LIGHT                   APPROX. 3.0 KM 0985725.2 |
 RD2008| DD9688 FARLEY RM 3                          10.479 METERS 15155     |
 RD2008| DD9686 FARLEY RM 1                          14.805 METERS 15623     |
 RD2008| DD9687 FARLEY RM 2                          13.470 METERS 33606     |
 RD2008| RD1995 TILLAMOOK BAY COAST GUARD LOT       APPROX. 2.0 KM 3590958.8 |
 RD2008| RD1994 TILLAMOOK BAY ENT FRONT RNG LT      APPROX. 2.0 KM 3591113.4 |
 RD2008|---------------------------------------------------------------------|
 RD2008
 RD2008                          SUPERSEDED SURVEY CONTROL
 RD2008
 RD2008  NAD 83(1986)-  45 33 01.36205(N)    123 56 38.54838(W) AD(       ) 2
 RD2008  NAD 27      -  45 33 01.98400(N)    123 56 34.06200(W) AD(       ) 2
 RD2008
 RD2008.Superseded values are not recommended for survey control.
 RD2008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2008.See file dsdata.txt to determine how the superseded data were derived.
 RD2008
 RD2008_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR2631144526(NAD 83)
 RD2008_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RD2008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD2008_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RD2008
 RD2008  HISTORY     - Date     Condition        Report By
 RD2008  HISTORY     - 1954     MONUMENTED       USE
 RD2008  HISTORY     - 1967     SEE DESCRIPTION  CGS
 RD2008  HISTORY     - 1975     SEE DESCRIPTION  NGS
 RD2008  HISTORY     - 1976     SEE DESCRIPTION  NGS
 RD2008
 RD2008                          STATION DESCRIPTION
 RD2008
 RD2008'DESCRIBED BY US ENGINEERS 1954 (FN)
 RD2008'LOCATED ON KINCHELOE POINT ON A PROMINENT HIGH SAND DUNE, 1.6
 RD2008'MILES NORTH OF BAY OCEAN, ABOUT 700 FEET WEST OF THE MEAN HIGH
 RD2008'WATER LINE AT THE WEST SHORE OF TILLAMOOK BAY, 30 METERS EAST
 RD2008'OF A STUNTED CONIFER ON THE SOUTHWEST FACE OF THE DUNE AND 17
 RD2008'METERS NORTHWEST OF THE TOP OF THE SOUTHEAST FACE.  ALL OF THE
 RD2008'DUNE EXCEPT THE SOUTHEAST FACE IS COVERED WITH SHORT
 RD2008'VEGETATION.  THE SOUTHEAST FACE IS BARE AND ERODING.  THE
 RD2008'STATION IS A 1-INCH PIPE SET IN THE CENTER OF A 7-INCH SQUARE
 RD2008'CONCRETE MONUMENT IN WHICH HAVE BEEN INSCRIBED THE NUMERALS
 RD2008'1935.  TOP OF MONUMENT IS 2 INCHES BELOW GROUND SURFACE.
 RD2008'
 RD2008'REFERENCE MARK NO. 1 IS SOUTH-SOUTHWEST OF THE STATION NEAR THE
 RD2008'SOUTHEAST FACE OF THE DUNE AND IS A STANDARD REFERENCE DISK
 RD2008'STAMPED FARLEY NO 1 1954 SET IN THE TOP OF A CONCRETE-FILLED
 RD2008'8-INCH TILE PROJECTING 2 INCHES.  IT IS ABOUT THE SAME ELEVATION
 RD2008'AS THE STATION.
 RD2008'
 RD2008'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION ON THE CREST OF
 RD2008'THE DUNE AND IS A STANDARD REFERENCE DISK STAMPED FARLEY NO 2 1954
 RD2008'SET IN THE TOP OF A CONCRETE-FILLED 8-INCH TILE PROJECTING 2
 RD2008'INCHES.
 RD2008'
 RD2008'STATION MAY BE REACHED BY BOAT FROM TAYLORS MOORAGE AT GARIBALDI.
 RD2008
 RD2008                          STATION RECOVERY (1967)
 RD2008
 RD2008'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 RD2008'THE STATION MARK, A 1-INCH IRON PIPE SET IN CONCRETE, REFERENCE
 RD2008'MARK NO. 1, STAMPED FARLEY NO 1 1954 AND REFERENCE MARK NO. 2,
 RD2008'STAMPED FARLEY NO 2 1954 WERE RECOVERED AS DESCRIBED.  A WITNESS
 RD2008'SIGN WAS NAILED ON THE SOUTHEAST LEG OF THE HYDRO SIGNAL THAT
 RD2008'STANDS OVER THE STATION MARK.  THE FOLLOWING IS AN ALTERNATE TO
 RD2008'REACH.
 RD2008'
 RD2008'TO REACH THE STATION FROM THE TILLAMOOK CITY HALL GO WEST ON
 RD2008'THIRD STREET AND THE MACADAM ROAD FOR 1.75 MILES TO THE CAPE
 RD2008'MEARS JUNCTION, TURN RIGHT AND GO NORTHWEST AND NORTH ON THE
 RD2008'MACADAM ROAD FOR 4.9 MILES TO THE DIKE ROAD ON THE RIGHT, TURN
 RD2008'RIGHT AND GO NORTH ON THE DIKE ROAD FOR 0.9 MILE TO A LOCKED
 RD2008'GATE.  (KEY MAY BE PROCURED FROM THE TILLAMOOK COUNTY ROAD
 RD2008'MASTER).  WITH A 4-WHEEL DRIVE VEHICLE PASS THROUGH THE GATE
 RD2008'THEN GO WEST TO THE BEACH THEN GO NORTH ON THE BEACH FOR A TOTAL
 RD2008'OF 2.5 MILES TO THE END OF TRUCK TRAVEL.  PACK EAST FOR ABOUT 5
 RD2008'MINUTES TO THE FIRST SAND DUNE THAT IS COVERED WITH VEGETATION
 RD2008'AND THE STATION.
 RD2008
 RD2008                          STATION RECOVERY (1975)
 RD2008
 RD2008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 RD2008'THE STATION MARK, AND REFERENCE MARK NO. 2 WAS RECOVERED IN GOOD
 RD2008'CONDITION.  THE SAND HAD ERODED AWAY FROM REFERENCE MARK NO. 1,
 RD2008'AND IT WAS FOUND AT THE BASE OF THE SAND DUNE.  REFERENCE MARK
 RD2008'NO. 3 WAS ESTABLISHED.  THE ORIGINAL TO REACH IS OBSOLETE.  A NEW
 RD2008'AND COMPLETE DESCRIPTION FOLLOWS.
 RD2008'
 RD2008'THE STATION IS ON THE NORTHWEST SIDE OF TILLAMOOK BAY, ON A
 RD2008'LOAFLIKE SAND DUNE THAT IS COVERED WITH SHORT VEGETATION.
 RD2008'
 RD2008'OBTAIN A KEY FOR THE LOCKED GATE FROM THE TILLAMOOK COUNTY ROAD
 RD2008'MASTERS OFFICE BEFORE GOING TO THE STATION.
 RD2008'
 RD2008'TO REACH THE STATION FROM THE TILLAMOOK CITY HALL, GO WEST ON
 RD2008'THIRD STREET, AND THE MACADAM ROAD FOR 1.75 MILES TO THE CAPE
 RD2008'MEARS JUNCTION, TURN RIGHT, AND GO NORTHWEST ON THE MACADAM ROAD,
 RD2008'ON THE SOUTHWEST SIDE OF THE BAY, FOR 4.9 MILES TO A SIDE ROAD
 RD2008'RIGHT, TURN RIGHT, AND GO NORTH ON THE DIKE ROAD FOR 0.9 MILE TO
 RD2008'A LOCKED GATE, PASS THRU THE GATE, AND GO NORTH, AND NORTHEAST ON
 RD2008'THE GRAVELED ROAD FOR 2.5 MILES TO THE END OF TRUCK TRAVEL.  PACK
 RD2008'NORTHWEST TO THE SUMMIT OF THE SAND DUNE WITH A HYDRO SIGNAL
 RD2008'ON IT, AND THE STATION.
 RD2008'
 RD2008'THE STATION MARK, STAMPED FARLEY 1954 1970, IS A U.S. ENGINEERS
 RD2008'DISK ON A PIPE SET IN A 7-INCH SQUARE CONCRETE MONUMEHT THAT
 RD2008'PROJECTS 1-INCH.  IT IS UNDER THE HYDRO SIGNAL, AND 2 FEET EAST
 RD2008'OF A METAL WITNESS POST.
 RD2008'
 RD2008'REFERENCE MARK NO. 2, STAMPED FARLEY NO 2 1954, IS AN AZIMUTH
 RD2008'MARK DISK SET IN CONCRETE IN A TILE THAT PROJECTS 1-INCH, 44
 RD2008'FEET NORTHWEST OF THE WITNESS POST, WHERE THE SAND DUNE STARTS
 RD2008'TO DESCEND RAPIDLY TO THE NORTHWEST.
 RD2008'
 RD2008'REFERENCE MARK NO. 3, STAMPED FARLEY 1954 NO 3 1975, IS A
 RD2008'STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT
 RD2008'PROJECTS 1-INCH, 12 FEET NORTHWEST OF THE SOUTHEAST END OF THE
 RD2008'SAND DUNE, AND 1 FOOT NORTHEAST OF THE FOOTPATH THAT CROSSES THE
 RD2008'SAND DUNE.  (NOTE 11A)
 RD2008'
 RD2008'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RD2008'6 MILES NORTHWEST OF TILLAMOOK.
 RD2008
 RD2008                          STATION RECOVERY (1976)
 RD2008
 RD2008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 RD2008'THE STATION MARK, AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 RD2008'CONDITION AS DESCRIBED BY C.L.N.  THE TO REACH IS CORRECT, AND
 RD2008'ADEQUATE FOR RECOVERY.
 RD2008'
 RD2008'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RD2008'1.5 MILES W-SW OF GARIBALDI.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2082 ***********************************************************************
 RC2082  DESIGNATION -  FARM RESET
 RC2082  PID         -  RC2082
 RC2082  STATE/COUNTY-  OR/WASCO
 RC2082  USGS QUAD   -  THE DALLES NORTH (1994)
 RC2082
 RC2082                         *CURRENT SURVEY CONTROL
 RC2082  ___________________________________________________________________
 RC2082* NAD 83(1991)-  45 37 42.15311(N)    121 11 55.93184(W)     ADJUSTED  
 RC2082* NAVD 88     -        16.     (meters)      52.     (feet)  SCALED    
 RC2082  ___________________________________________________________________
 RC2082  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 RC2082  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 RC2082  HORZ ORDER  -  THIRD
 RC2082
 RC2082.The horizontal coordinates were established by classical geodetic methods
 RC2082.and adjusted by the National Geodetic Survey in October 1991.
 RC2082
 RC2082.The orthometric height was scaled from a topographic map.
 RC2082
 RC2082.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2082
 RC2082.The geoid height was determined by GEOID03.
 RC2082
 RC2082;                    North         East     Units Scale Factor Converg.
 RC2082;SPC OR N     -   218,226.914 2,445,506.617   MT  0.99992674   -0 29 44.3
 RC2082;SPC OR N     -   715,967.57  8,023,315.67   iFT  0.99992674   -0 29 44.3
 RC2082;SPC WA S     -    33,036.083   445,499.783   MT  1.00005275   -0 30 27.6
 RC2082;SPC WA S     -   108,385.88  1,461,610.54   sFT  1.00005275   -0 30 27.6
 RC2082;UTM  10      - 5,054,336.513   640,395.919   MT  0.99984234   +1 17 15.7
 RC2082
 RC2082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2082!SPC OR N     -   1.00000086  x   0.99992674  =   0.99992760
 RC2082!SPC WA S     -   1.00000086  x   1.00005275  =   1.00005361
 RC2082!UTM  10      -   1.00000086  x   0.99984234  =   0.99984320
 RC2082
 RC2082|---------------------------------------------------------------------|
 RC2082| PID    Reference Object                     Distance      Geod. Az  |
 RC2082|                                                           dddmmss.s |
 RC2082| CF4334 FARM RM 2                             6.858 METERS 00136     |
 RC2082| CF3725 FARM WM LONE PINE S OF CREEK         98.500 METERS 00506     |
 RC2082| RC2090 PORTLAND SPOKANE AWY BCN 7 B        APPROX. 3.6 KM 0402723.2 |
 RC2082| CF3690 L TAN ROCK WALL NR HOLE BLUFF                      04814     |
 RC2082| CF4333 FARM RM 1                            11.872 METERS 10133     |
 RC2082| RC2100 KLINDT POINT LIGHT                  268.215 METERS 13953     |
 RC2082| RC2064 THE DALLES ST PETERS CH SPIRE       APPROX. 3.0 KM 1624536.3 |
 RC2082| RC2095 CRATES POINT LIGHT                  APPROX. 2.3 KM 3535832.2 |
 RC2082|---------------------------------------------------------------------|
 RC2082
 RC2082                          SUPERSEDED SURVEY CONTROL
 RC2082
 RC2082  NAD 83(1986)-  45 37 42.16623(N)    121 11 55.92231(W) AD(       ) 3
 RC2082  NAD 27      -  45 37 42.71900(N)    121 11 51.66900(W) AD(       ) 3
 RC2082
 RC2082.Superseded values are not recommended for survey control.
 RC2082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2082.See file dsdata.txt to determine how the superseded data were derived.
 RC2082
 RC2082_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR4039654337(NAD 83)
 RC2082_MARKER: DS = TRIANGULATION STATION DISK
 RC2082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC2082_STAMPING: FARM USE 1939
 RC2082_MARK LOGO: CGS   
 RC2082_MAGNETIC: N = NO MAGNETIC MATERIAL
 RC2082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC2082+STABILITY: SURFACE MOTION
 RC2082
 RC2082  HISTORY     - Date     Condition        Report By
 RC2082  HISTORY     - 1959     MONUMENTED       CGS
 RC2082  HISTORY     - 19850613 GOOD             NGS
 RC2082
 RC2082                          STATION DESCRIPTION
 RC2082
 RC2082'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (LGT)
 RC2082'THE REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  THE STATION
 RC2082'MARK HAD BEEN REMOVED BUT THE DRILL HOLE IN WHICH THE ORIGINAL MARK
 RC2082'HAD BEEN LOCATED WAS RECOVERED.  THE DRILL HOLE WAS DEEPENED AND
 RC2082'A NEW STATION MARK SET.
 RC2082'
 RC2082'THE STATION IS LOCATED ON THE LEFT BANK OF THE COLUMBIA RIVER, JUST
 RC2082'NORTH OF HARVEY ALUMINUM CO. PLANT, DIRECTLY ACROSS THE RIVER
 RC2082'FROM THE GRAND DALLES IRRIGATION PROJECT PUMPING STATION.
 RC2082'
 RC2082'TO REACH THE STATION FROM THE POST OFFICE IN THE DALLES GO WEST ON
 RC2082'U.S. HIGHWAY 30 FOR 1.1 MILES TO WEBBER ROAD.  TURN RIGHT AND GO 0.2
 RC2082'MILE TO A FORK.  TAKE LEFT FORK AND GO 0.05 MILE TO A FORK.  TAKE
 RC2082'THE LEFT FORK AND GO 0.05 MILE TO ANOTHER FORK.  TAKE LEFT FORK
 RC2082'AND GO 0.70 MILE TO A PRIVATE ROAD RIGHT AND SIGN KLIND.  TAKE
 RC2082'PRIVATE ROAD AND TO 0.25 MILE TO A CORRUGATED IRON SHED AND
 RC2082'STONE HOUSE.  TURN SHARP LEFT BETWEEN SHED AND HOUSE AND
 RC2082'FOLLOWING WINDING ROAD AROUND OCTAGONAL BUILDING.  CONTINUE
 RC2082'IN NORTHWESTERLY DIRECTION FOR 0.3 MILE TO PROMINENT ROCK OUTCROP
 RC2082'AT RIGHT EDGE OF ROAD.
 RC2082'
 RC2082'STATION IS 247 FEET NORTHEAST OF THE ROCK OUTCROP AT THE EDGE OF
 RC2082'THE ROAD, 148 FEET NORTH OF THE PROLONGATION OF THE WEST EDGE OF
 RC2082'THE HARVEY ALUMINUM COMPANY MAIN BUILDING, 39 FEET WEST OF THE
 RC2082'HIGHEST ROCK OUTCROP IN THE AREA.  THE STATION IS MARKED BY A
 RC2082'STANDARD DISK, STAMPED FARM 1939, SET IN THE TOP OF A ROCK
 RC2082'OUTCROP PROJECTING ABOUT 6 INCHES.
 RC2082'
 RC2082'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FARM NO 1 1939, SET
 RC2082'IN THE WEST END OF THE HIGHEST ROCK OUTCROP IN THE AREA.
 RC2082'
 RC2082'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FARM NO 2 1939, SET
 RC2082'IN THE TOP OF A ROCK OUTCROP PROJECTING ABOUT 6 INCHES.
 RC2082
 RC2082                          STATION RECOVERY (1985)
 RC2082
 RC2082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 RC2082'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 RC2082'CONDITION.  THE DISTANCE AND DIRECTION TO THE REFERENCE MARKS COMPARE
 RC2082'FAVORABLY WITH THE 1959 DESCRIPTION.  HOWEVER ALL MARKS WILL BE
 RC2082'DESTROYED DURING THE SUMMER OF 1985, WHEN THE AREA IS LEVELED TO MAKE
 RC2082'ROOM FOR PORT FACILITIES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2780 ***********************************************************************
 RD2780  DESIGNATION -  FARMINGTON
 RD2780  PID         -  RD2780
 RD2780  STATE/COUNTY-  OR/WASHINGTON
 RD2780  USGS QUAD   -  SCHOLLS (1985)
 RD2780
 RD2780                         *CURRENT SURVEY CONTROL
 RD2780  ___________________________________________________________________
 RD2780* NAD 83(1991)-  45 27 32.86373(N)    122 59 25.75650(W)     ADJUSTED  
 RD2780* NAVD 88     -        62.     (meters)     203.     (feet)  SCALED    
 RD2780  ___________________________________________________________________
 RD2780  LAPLACE CORR-          -7.48  (seconds)                    DEFLEC99
 RD2780  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 RD2780  HORZ ORDER  -  FIRST
 RD2780
 RD2780.The horizontal coordinates were established by classical geodetic methods
 RD2780.and adjusted by the National Geodetic Survey in October 1991.
 RD2780
 RD2780.The orthometric height was scaled from a topographic map.
 RD2780
 RD2780.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2780
 RD2780.The geoid height was determined by GEOID03.
 RD2780
 RD2780;                    North         East     Units Scale Factor Converg.
 RD2780;SPC OR N     -   202,184.123 2,305,256.389   MT  0.99990741   -1 45 58.4
 RD2780;SPC OR N     -   663,333.74  7,563,177.13   iFT  0.99990741   -1 45 58.4
 RD2780;UTM  10      - 5,033,955.895   500,743.686   MT  0.99960001   +0 00 24.4
 RD2780
 RD2780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2780!SPC OR N     -   0.99999384  x   0.99990741  =   0.99990125
 RD2780!UTM  10      -   0.99999384  x   0.99960001  =   0.99959385
 RD2780
 RD2780:                Primary Azimuth Mark                     Grid Az
 RD2780:SPC OR N     -  MOUNTAIN HOME CHURCH SPIRE               154 19 41.5
 RD2780:UTM  10      -  MOUNTAIN HOME CHURCH SPIRE               152 33 18.7
 RD2780
 RD2780|---------------------------------------------------------------------|
 RD2780| PID    Reference Object                     Distance      Geod. Az  |
 RD2780|                                                           dddmmss.s |
 RD2780| RD2775 MOUNTAIN HOME CHURCH SPIRE          APPROX.11.4 KM 1523343.1 |
 RD2780| CE2521 FARMINGTON RM 1                      41.115 METERS 16116     |
 RD2780| CE2522 FARMINGTON RM 2                      24.402 METERS 21853     |
 RD2780| CE2520 FARMINGTON AZ MK                                   3504406.4 |
 RD2780| RD3792 HILLSBORO SW WATER TANK             APPROX. 6.9 KM 3571438.6 |
 RD2780|---------------------------------------------------------------------|
 RD2780
 RD2780                          SUPERSEDED SURVEY CONTROL
 RD2780
 RD2780  NAD 83(1986)-  45 27 32.88665(N)    122 59 25.76183(W) AD(       ) 1
 RD2780  NAD 27      -  45 27 33.46460(N)    122 59 21.38659(W) AD(       ) 1
 RD2780
 RD2780.Superseded values are not recommended for survey control.
 RD2780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2780.See file dsdata.txt to determine how the superseded data were derived.
 RD2780
 RD2780_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER0074433956(NAD 83)
 RD2780_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RD2780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD2780
 RD2780  HISTORY     - Date     Condition        Report By
 RD2780  HISTORY     - 1962     MONUMENTED       CGS
 RD2780  HISTORY     - 19940226 GOOD             USPSQD
 RD2780
 RD2780                          STATION DESCRIPTION
 RD2780
 RD2780'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 RD2780'THE STATION IS LOCATED ABOUT 4 MILES SOUTH OF HILLSBORO, 3 MILES
 RD2780'NORTH OF LAUREL, 2-1/2 MILES WEST NORTHWEST OF FARMINGTON, AND
 RD2780'0.05 MILE SOUTHEAST OF THE FARMINGTON VIEW SCHOOL.
 RD2780'
 RD2780'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 8 AND
 RD2780'STATE HIGHWAY 219 IN HILLSBORO, GO SOUTH ON STATE HIGHWAY 219
 RD2780'FOR 3.4 MILES TO THE AZIMUTH MARK ON THE LEFT, EAST, SIDE OF THE
 RD2780'HIGHWAY.  CONTINUE AHEAD, SOUTH, ON STATE HIGHWAY 219 FOR 0.6
 RD2780'MILE TO THE END OF TRUCK TRAVEL.  PACK EAST FOR ABOUT 50 YARDS TO
 RD2780'THE HIGHEST POINT IN THE GENERAL VICINITY AND THE STATION.
 RD2780'
 RD2780'THE STATION MARK, STAMPED FARMINGTON 1962, IS A STANDARD DISK
 RD2780'SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE POST THAT PROJECTS
 RD2780'2 INCHES.  IT IS 43 FEET SOUTHEAST OF THE CENTER POLE OF A BASEBALL
 RD2780'BACK STOP AND 8.7 FEET WEST OF A WITNESS POST.
 RD2780'
 RD2780'REFERENCE MARK NO. 1, STAMPED FARMINGTON NO 1 1962, IS A STANDARD
 RD2780'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 4
 RD2780'INCHES.  IT IS 130.6 FEET SOUTHEAST OF THE WITNESS POST.
 RD2780'
 RD2780'REFERENCE MARK NO. 2, STAMPED FARMINGTON NO 2 1962, IS A STANDARD
 RD2780'DISK SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE POST THAT IS
 RD2780'FLUSH WITH THE GROUND AND ABOUT 2 FEET LOWER THAN THE STATION.  IT
 RD2780'IS 84.3 FEET SOUTHWEST OF THE WITNESS POST.
 RD2780'
 RD2780'THE AZIMUTH MARK, STAMPED FARMINGTON 1962, IS A STANDARD DISK
 RD2780'SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE POST THAT IS FLUSH
 RD2780'WITH THE GROUND.  IT IS 43 FEET EAST OF THE CENTER OF STATE
 RD2780'HIGHWAY 219, 29 FEET NORTH OF THE CENTER OF A SURFACED ROAD, 1.5
 RD2780'FEET EAST OF POWER POLE NUMBER 677, AND 1.2 FEET EAST OF A
 RD2780'WITNESS POST.
 RD2780'
 RD2780'IT IS 114.2 FEET BETWEEN THE REFERENCE MARKS.
 RD2780
 RD2780                          STATION RECOVERY (1994)
 RD2780
 RD2780'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD2780'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0413 ***********************************************************************
 RD0413  DESIGNATION -  FARMSEND
 RD0413  PID         -  RD0413
 RD0413  STATE/COUNTY-  OR/MULTNOMAH
 RD0413  USGS QUAD   -  PORTLAND (1990)
 RD0413
 RD0413                         *CURRENT SURVEY CONTROL
 RD0413  ___________________________________________________________________
 RD0413* NAD 83(1991)-  45 30 07.56968(N)    122 43 16.59517(W)     ADJUSTED  
 RD0413* NAVD 88     -       298.397  (meters)     978.99   (feet)  ADJUSTED  
 RD0413  ___________________________________________________________________
 RD0413  LAPLACE CORR-           2.34  (seconds)                    DEFLEC99
 RD0413  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 RD0413  DYNAMIC HT  -         298.395 (meters)     978.98  (feet)  COMP
 RD0413  MODELED GRAV-     980,601.9   (mgal)                       NAVD 88
 RD0413
 RD0413  HORZ ORDER  -  FIRST
 RD0413  VERT ORDER  -  SECOND    CLASS 0
 RD0413
 RD0413.The horizontal coordinates were established by classical geodetic methods
 RD0413.and adjusted by the National Geodetic Survey in October 1991.
 RD0413
 RD0413.The orthometric height was determined by differential leveling
 RD0413.and adjusted in June 1991.
 RD0413
 RD0413.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD0413
 RD0413.The geoid height was determined by GEOID03.
 RD0413
 RD0413.The dynamic height is computed by dividing the NAVD 88
 RD0413.geopotential number by the normal gravity value computed on the
 RD0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0413.degrees latitude (g = 980.6199 gals.).
 RD0413
 RD0413.The modeled gravity was interpolated from observed gravity values.
 RD0413
 RD0413;                    North         East     Units Scale Factor Converg.
 RD0413;SPC OR N     -   206,344.190 2,326,433.033   MT  0.99991149   -1 34 31.1
 RD0413;SPC OR N     -   676,982.25  7,632,654.31   iFT  0.99991149   -1 34 31.1
 RD0413;UTM  10      - 5,038,767.885   521,774.968   MT  0.99960583   +0 11 55.7
 RD0413
 RD0413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD0413!SPC OR N     -   0.99995680  x   0.99991149  =   0.99986829
 RD0413!UTM  10      -   0.99995680  x   0.99960583  =   0.99956265
 RD0413
 RD0413:                Primary Azimuth Mark                     Grid Az
 RD0413:SPC OR N     -  COUNCIL CREST STANDPIPE                  110 27 24.7
 RD0413:UTM  10      -  COUNCIL CREST STANDPIPE                  108 40 57.9
 RD0413
 RD0413|---------------------------------------------------------------------|
 RD0413| PID    Reference Object                     Distance      Geod. Az  |
 RD0413|                                                           dddmmss.s |
 RD0413| RD2550 COUNCIL CREST STANDPIPE             APPROX. 1.1 KM 1085253.6 |
 RD0413| RD2553 PORTLAND COUNCIL CREST AWY BCN      APPROX. 1.1 KM 1090105.4 |
 RD0413| RD0415 FARMSEND RM 1                        13.521 METERS 14543     |
 RD0413| RD2534 HILLSDALE ELEVATED WATER TANK       APPROX. 4.1 KM 1520856.0 |
 RD0413| RD2539 MULTNOMAH CYLINDRICAL WATER TK      APPROX. 2.6 KM 1722533.9 |
 RD0413| RD2718 TIGARD ST ANTHONYS CH SPIRE         APPROX. 9.3 KM 2075150.1 |
 RD0413| RD0414 FARMSEND RM 2                        17.595 METERS 22904     |
 RD0413|---------------------------------------------------------------------|
 RD0413
 RD0413                          SUPERSEDED SURVEY CONTROL
 RD0413
 RD0413  NAD 83(1986)-  45 30 07.58942(N)    122 43 16.60042(W) AD(       ) 1
 RD0413  NAD 27      -  45 30 08.16287(N)    122 43 12.25218(W) AD(       ) 1
 RD0413  NGVD 29 (??/??/92)  297.323  (m)          975.47   (f) ADJ UNCH    2 0
 RD0413
 RD0413.Superseded values are not recommended for survey control.
 RD0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0413.See file dsdata.txt to determine how the superseded data were derived.
 RD0413
 RD0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER2177538768(NAD 83)
 RD0413_MARKER: DS = TRIANGULATION STATION DISK
 RD0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0413_STAMPING: FARMSEND 1935
 RD0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0413+STABILITY: SURFACE MOTION
 RD0413
 RD0413  HISTORY     - Date     Condition        Report By
 RD0413  HISTORY     - 1935     MONUMENTED       CGS
 RD0413  HISTORY     - 1946     GOOD             CGS
 RD0413  HISTORY     - 1952     MARK NOT FOUND   NGS
 RD0413  HISTORY     - 1971     MARK NOT FOUND   NGS
 RD0413  HISTORY     - 1971     MARK NOT FOUND   NGS
 RD0413  HISTORY     - 1988     GOOD             USPSQD
 RD0413  HISTORY     - 1989     GOOD             USPSQD
 RD0413  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 RD0413  HISTORY     - 1990     GOOD             USPSQD
 RD0413  HISTORY     - 19940219 GOOD             USPSQD
 RD0413  HISTORY     - 20050331 MARK NOT FOUND   USPSQD
 RD0413
 RD0413                          STATION DESCRIPTION
 RD0413
 RD0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CP)
 RD0413'THIS STATION IS ON GREEN HILLS, IN THE EXTREME SW PART OF PORTLAND,
 RD0413'IN THE CENTER OF A PATH BELOW THE TERRACE AND ROCK WALL ON THE S
 RD0413'SIDE OF THE LEWIS A. MC ARTHUR RESIDENCE.  IT IS NEARLY DUE S OF
 RD0413'THE CENTER OF THE HOUSE.
 RD0413'
 RD0413'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 RD0413'DISKS SET IN CONCRETE.
 RD0413'
 RD0413'THE STATION IS REACHED FROM PORTLAND BY TAKING ANY ROUTE TO
 RD0413'PORTLAND HEIGHTS, THENCE TO GREEN HILLS STORE BY WAY OF SW PATTON
 RD0413'ROAD, THENCE WESTERLY ABOUT 0.5 MILE ALONG THE S SIDE OF GREEN
 RD0413'HILLS BY WAY OF SW GREENLEAF DRIVE AND SW ARTHUR WAY TO THE
 RD0413'PARKING SPACE N OF THE HOUSE.
 RD0413
 RD0413                          STATION RECOVERY (1946)
 RD0413
 RD0413'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (EBB)
 RD0413'THE STATION AND MARKS WERE RECOVERED IN GOOD CONDITION.  A NEW
 RD0413'DESCRIPTION FOLLOWS--
 RD0413'
 RD0413'LOCATED ON GREEN HILLS IN THE EXTREME SOUTHWEST PART OF THE CITY
 RD0413'OF PORTLAND.  IT IS ON A TERRACE TO THE SOUTH OF MR. L.A. MC ARTHURS
 RD0413'RESIDENCE ABOUT 14 PACES WEST OF ROCK AND GRAVEL WALK WHICH LEADS
 RD0413'TO THE STREET BELOW.
 RD0413'
 RD0413'TO REACH FROM THE RAILROAD OVERPASS ON U.S. HIGHWAY NO.99W IN
 RD0413'THE CITY OF TIGARD GO NORTH ON U.S. HIGHWAY NO. 99W FOR 0.3 MILE,
 RD0413'TURN LEFT ON TO STATE HIGHWAY NO. 217 AND GO WEST FOR 2.1 MILES,
 RD0413'TURN RIGHT ON TO STATE HIGHWAY NO. 210 AND GO NORTH FOR 1.8 MILES,
 RD0413'CROSS STATE HIGHWAY NO. 10 AND CONTINUE STRAIGHT AHEAD NORTH FOR
 RD0413'0.9 MILE, TURN RIGHT ON TO S.W. PATTON ROAD AND GO EAST AND
 RD0413'NORTH FOR 1.4 MILES TO THE GREEN HILLS STORE, TURN LEFT ON TO
 RD0413'S.W. GREENLEAF DRIVE AND GO WEST AND NORTH FOR 0.4 MILE,
 RD0413'TURN LEFT ON TO S.W. MC ARTHUR WAY AND GO NORTH AND WEST FOR 0.1
 RD0413'MILE TO THE END OF THE ROAD, THE RESIDENCE OF MR. L. A. MC
 RD0413'ARTHUR AND THE STATION.
 RD0413'
 RD0413'THE STATION IS A STANDARD DISK STAMPED FARMSEND 1935, SET IN THE
 RD0413'TOP OF A SQUARE CONCRETE POST THAT PROJECTS ABOUT 4 INCHES.
 RD0413'
 RD0413'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED FARMSEND NO
 RD0413'1 1935, SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS
 RD0413'ABOUT 4 INCHES AND IS ABOUT 5 FEET LOWER THAN THE STATION.  IT IS
 RD0413'ABOUT 10 FEET WEST OF A GRAVELED WALK AND ABOUT 30 FEET NORTH OF
 RD0413'A ROAD THAT RUNS BEHIND THE MC ARTHUR RESIDENCE.
 RD0413'
 RD0413'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED FARMSEND NO
 RD0413'2 1935, SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS
 RD0413'ABOUT 3 INCHES AND IS ABOUT 5 FEET LOWER THAN THE STATION.  AT
 RD0413'THE TIME THIS STATION WAS VISITED A BERRY BUSH HAD TO BE CUT OUT
 RD0413'BEFORE THIS MARK COULD BE MEASURED.
 RD0413'
 RD0413'THIS STATION WAS VISITED TO CHECK THE REFERENCE MARKS AND NO
 RD0413'SET UP WAS MADE TO DETERMINE THE DIRECTION.
 RD0413'
 RD0413'THE DISTANCE BETWEEN REFERENCE MARK NO.1 AND REFERENCE MARK NO. 2
 RD0413'IS 20.918 METERS (68.628 FEET).
 RD0413
 RD0413                          STATION RECOVERY (1952)
 RD0413
 RD0413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 RD0413'IN PORTLAND.
 RD0413'IN THE SOUTHWESTERN PART OF PORTLAND, MULTNOMAH COUNTY, AT GREEN
 RD0413'HILLS, 25 FEET SOUTH OF THE LEWIS A. MCARTHUR RESIDENCE AT 4306
 RD0413'SOUTHWEST ARTHURWAY, IN THE GRAVEL PATH 5 FEET LOWER THAN THE LAWN,
 RD0413'AND 3 FEET SOUTH OF A ROCK WALL.  A STANDARD TRIANGULATION-STATION
 RD0413'DISK, STAMPED FARMSEND 1935 AND SET IN THE TOP OF A CONCRETE POST.
 RD0413'NOTE-- THE PATH IN WHICH THE MARK IS SET HAS BEEN PAVED WITH ASPHALT,
 RD0413'AND THE MARK IS BELOW THE SURFACE.  IT SHOULD BE POSSIBLE TO RECOVER
 RD0413'THE MARK WHEN NEEDED BY MEANS OF THE MEASUREMENTS AND DIRECTIONS FROM
 RD0413'THE TWO REFERENCE MARKS.  IT IS 13.57 METERS NORTHWEST OF REFERENCE
 RD0413'MARK NO. 1 AND 17.62 METERS NORTHEAST OF REFERENCE MARK NO. 2.
 RD0413
 RD0413                          STATION RECOVERY (1971)
 RD0413
 RD0413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 RD0413'BOTH REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  IT WAS
 RD0413'UNDERSTOOD THAT THE STATION MARK STILL EXISTS BENEATH THE MACADAM
 RD0413'WALKWAY ON THE SOUTH SIDE OF THE HEDGE, AND IT CAN PROBABLY BE
 RD0413'RECOVERED WHEN NEEDED.  THE STATION IS ON PROPERTY OWNED BY MR.
 RD0413'RAY V. GREWE, 4306 SOUTHWEST ARTHUR WAY.
 RD0413'
 RD0413'REFERENCE MARK NO. 1, STAMPED FARMSEND NO 1 1935 967.101, IS A
 RD0413'STANDARD DISK SET IN A 9-INCH SQUARE CONCRETE MONUMENT THAT
 RD0413'PROJECTS 3 INCHES, 23 FEET NORTHWEST OF THE SOUTHEAST CORNER OF
 RD0413'THE YARD FENCE, 19 FEET NORTHWEST OF A 3-FOOT CEDAR TREE, 13 FEET
 RD0413'WEST OF THE NORTH-SOUTH FENCE, AND 3 FEET SOUTH OF A SAPLING.
 RD0413'
 RD0413'REFERENCE MARK NO. 2, STAMPED FARMSEND NO 2 1935 967.925. IS A
 RD0413'STANDARD DISK SET IN A 9-INCH SQUARE CONCRETE MONUMENT THAT
 RD0413'PROJECTS 3 INCHES, 19 FEET NORTHEAST OF THE SOUTHWEST CORNER OF
 RD0413'THE YARD FENCE, 10 FEET NORTH OF A 2-FOOT PINE TREE, 10 FEET EAST
 RD0413'OF THE NORTH-SOUTH FENCE, AND 3 FEET EAST OF A WATER HYDRANT.
 RD0413
 RD0413                          STATION RECOVERY (1971)
 RD0413
 RD0413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 RD0413'MARK NOT FOUND.
 RD0413
 RD0413                          STATION RECOVERY (1988)
 RD0413
 RD0413'RECOVERY NOTE BY US POWER SQUADRON 1988 (KRN)
 RD0413'RECOVERED IN GOOD CONDITION.
 RD0413
 RD0413                          STATION RECOVERY (1989)
 RD0413
 RD0413'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RD0413'RECOVERED IN GOOD CONDITION.
 RD0413
 RD0413                          STATION RECOVERY (1990)
 RD0413
 RD0413'RECOVERY NOTE BY US POWER SQUADRON 1990 (FV)
 RD0413'MARK NOT FOUND.
 RD0413
 RD0413                          STATION RECOVERY (1990)
 RD0413
 RD0413'RECOVERY NOTE BY US POWER SQUADRON 1990 (KRN)
 RD0413'RECOVERED IN GOOD CONDITION.
 RD0413
 RD0413                          STATION RECOVERY (1994)
 RD0413
 RD0413'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD0413'RECOVERED IN GOOD CONDITION.
 RD0413
 RD0413                          STATION RECOVERY (2005)
 RD0413
 RD0413'RECOVERY NOTE BY US POWER SQUADRON 2005 (RHH)
 RD0413'MARK NOT VISABLE ON SURFACE, MAY BE BURIED, COULD NOT OBTAIN
 RD0413'HOMEOWNER'S PERMISSION TO PROBE FOR MARK
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0415 ***********************************************************************
 RD0415  DESIGNATION -  FARMSEND RM 1
 RD0415  PID         -  RD0415
 RD0415  STATE/COUNTY-  OR/MULTNOMAH
 RD0415  USGS QUAD   -  PORTLAND (1990)
 RD0415
 RD0415                         *CURRENT SURVEY CONTROL
 RD0415  ___________________________________________________________________
 RD0415* NAD 83(1986)-  45 30 07.     (N)    122 43 16.     (W)     SCALED    
 RD0415* NAVD 88     -       295.846  (meters)     970.62   (feet)  ADJUSTED  
 RD0415  ___________________________________________________________________
 RD0415  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 RD0415  DYNAMIC HT  -         295.845 (meters)     970.62  (feet)  COMP
 RD0415  MODELED GRAV-     980,602.7   (mgal)                       NAVD 88
 RD0415
 RD0415  VERT ORDER  -  SECOND    CLASS 0
 RD0415
 RD0415.The horizontal coordinates were scaled from a topographic map and have
 RD0415.an estimated accuracy of +/- 6 seconds.
 RD0415
 RD0415.The orthometric height was determined by differential leveling
 RD0415.and adjusted in June 1991.
 RD0415
 RD0415.The geoid height was determined by GEOID03.
 RD0415
 RD0415.The dynamic height is computed by dividing the NAVD 88
 RD0415.geopotential number by the normal gravity value computed on the
 RD0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0415.degrees latitude (g = 980.6199 gals.).
 RD0415
 RD0415.The modeled gravity was interpolated from observed gravity values.
 RD0415
 RD0415;                    North         East    Units  Estimated Accuracy
 RD0415;SPC OR N     -   206,330.    2,326,450.      MT  (+/- 180 meters Scaled)
 RD0415
 RD0415                          SUPERSEDED SURVEY CONTROL
 RD0415
 RD0415  NGVD 29 (??/??/92)  294.773  (m)          967.10   (f) ADJ UNCH    2 0
 RD0415
 RD0415.Superseded values are not recommended for survey control.
 RD0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0415.See file dsdata.txt to determine how the superseded data were derived.
 RD0415
 RD0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER217387(NAD 83)
 RD0415_MARKER: DR = REFERENCE MARK DISK
 RD0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0415_STAMPING: FARMSEND NO 1 1935 967.101
 RD0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0415+STABILITY: SURFACE MOTION
 RD0415
 RD0415  HISTORY     - Date     Condition        Report By
 RD0415  HISTORY     - 1935     MONUMENTED       CGS
 RD0415  HISTORY     - 1971     GOOD             NGS
 RD0415  HISTORY     - 1988     GOOD             USPSQD
 RD0415  HISTORY     - 1989     GOOD             USPSQD
 RD0415  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 RD0415  HISTORY     - 1990     GOOD             USPSQD
 RD0415  HISTORY     - 19940219 GOOD             USPSQD
 RD0415  HISTORY     - 19940628 MARK NOT FOUND   USPSQD
 RD0415  HISTORY     - 20050331 MARK NOT FOUND   USPSQD
 RD0415
 RD0415                          STATION DESCRIPTION
 RD0415
 RD0415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 RD0415'IN PORTLAND.
 RD0415'IN THE LAWN OF MR. RAY V GREWES PROPERTY AT 4306 SOUTHWEST ARTHUR WAY,
 RD0415'23 FEET NORTHWEST OF THE SOUTHEAST CORNER OF THE YARD FENCE, 19 FEET
 RD0415'NORTHWEST OF A 3-FOOT CEDAR TREE, 13 FEET WEST OF THE NORTH-SOUTH
 RD0415'FENCE LINE, AND 3 FEET SOUTH OF A SAPLING SET IN A 9-INCH SQUARE
 RD0415'CONCRETE MONUMENT THAT PROJECTS 3 INCHES.
 RD0415
 RD0415                          STATION RECOVERY (1988)
 RD0415
 RD0415'RECOVERY NOTE BY US POWER SQUADRON 1988 (KRN)
 RD0415'RECOVERED IN GOOD CONDITION.
 RD0415
 RD0415                          STATION RECOVERY (1989)
 RD0415
 RD0415'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RD0415'RECOVERED IN GOOD CONDITION.
 RD0415
 RD0415                          STATION RECOVERY (1990)
 RD0415
 RD0415'RECOVERY NOTE BY US POWER SQUADRON 1990 (FV)
 RD0415'MARK NOT FOUND.
 RD0415
 RD0415                          STATION RECOVERY (1990)
 RD0415
 RD0415'RECOVERY NOTE BY US POWER SQUADRON 1990 (KRN)
 RD0415'RECOVERED IN GOOD CONDITION.
 RD0415
 RD0415                          STATION RECOVERY (1994)
 RD0415
 RD0415'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD0415'RECOVERED IN GOOD CONDITION.
 RD0415
 RD0415                          STATION RECOVERY (1994)
 RD0415
 RD0415'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD0415'MARK NOT FOUND.
 RD0415
 RD0415                          STATION RECOVERY (2005)
 RD0415
 RD0415'RECOVERY NOTE BY US POWER SQUADRON 2005 (RHH)
 RD0415'MARK NOT VISABLE ON SURFACE, MAY BE BURIED, COULD NOT OBTAIN
 RD0415'HOMEOWNER'S PERMISSION TO PROBE FOR MARK
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0414 ***********************************************************************
 RD0414  DESIGNATION -  FARMSEND RM 2
 RD0414  PID         -  RD0414
 RD0414  STATE/COUNTY-  OR/MULTNOMAH
 RD0414  USGS QUAD   -  PORTLAND (1990)
 RD0414
 RD0414                         *CURRENT SURVEY CONTROL
 RD0414  ___________________________________________________________________
 RD0414* NAD 83(1986)-  45 30 07.     (N)    122 43 16.     (W)     SCALED    
 RD0414* NAVD 88     -       296.096  (meters)     971.44   (feet)  ADJUSTED  
 RD0414  ___________________________________________________________________
 RD0414  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 RD0414  DYNAMIC HT  -         296.095 (meters)     971.44  (feet)  COMP
 RD0414  MODELED GRAV-     980,602.7   (mgal)                       NAVD 88
 RD0414
 RD0414  VERT ORDER  -  SECOND    CLASS 0
 RD0414
 RD0414.The horizontal coordinates were scaled from a topographic map and have
 RD0414.an estimated accuracy of +/- 6 seconds.
 RD0414
 RD0414.The orthometric height was determined by differential leveling
 RD0414.and adjusted in June 1991.
 RD0414
 RD0414.The geoid height was determined by GEOID03.
 RD0414
 RD0414.The dynamic height is computed by dividing the NAVD 88
 RD0414.geopotential number by the normal gravity value computed on the
 RD0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0414.degrees latitude (g = 980.6199 gals.).
 RD0414
 RD0414.The modeled gravity was interpolated from observed gravity values.
 RD0414
 RD0414;                    North         East    Units  Estimated Accuracy
 RD0414;SPC OR N     -   206,330.    2,326,450.      MT  (+/- 180 meters Scaled)
 RD0414
 RD0414                          SUPERSEDED SURVEY CONTROL
 RD0414
 RD0414  NGVD 29 (??/??/92)  295.024  (m)          967.92   (f) ADJ UNCH    2 0
 RD0414
 RD0414.Superseded values are not recommended for survey control.
 RD0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0414.See file dsdata.txt to determine how the superseded data were derived.
 RD0414
 RD0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER217387(NAD 83)
 RD0414_MARKER: DR = REFERENCE MARK DISK
 RD0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0414+STABILITY: SURFACE MOTION
 RD0414
 RD0414  HISTORY     - Date     Condition        Report By
 RD0414  HISTORY     - 1935     MONUMENTED       CGS
 RD0414  HISTORY     - 1971     GOOD             NGS
 RD0414  HISTORY     - 1988     GOOD             USPSQD
 RD0414  HISTORY     - 1989     GOOD             USPSQD
 RD0414  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 RD0414  HISTORY     - 1990     GOOD             USPSQD
 RD0414  HISTORY     - 19940219 GOOD             USPSQD
 RD0414  HISTORY     - 19940628 MARK NOT FOUND   USPSQD
 RD0414  HISTORY     - 20050331 MARK NOT FOUND   USPSQD
 RD0414
 RD0414                          STATION DESCRIPTION
 RD0414
 RD0414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 RD0414'IN PORTLAND.
 RD0414'IN THE LAWN OF MR. RAY V. GREWES PROPERTY AT 4306 SOUTHWEST ARTHUR
 RD0414'WAY, 19 FEET NORTHEAST OF THE SOUTHWEST CORNER OF THE YARD FENCE, 10
 RD0414'FEET NORTH OF A 2-FOOT PINE TREE, 10 FEET EAST OF THE NORTH-SOUTH
 RD0414'FENCE, AND 3 FEET EAST OF A WATER HYDRANT SET IN A 9-INCH SQUARE
 RD0414'CONCRETE MONUMENT THAT PROJECTS 3 INCHES.
 RD0414
 RD0414                          STATION RECOVERY (1988)
 RD0414
 RD0414'RECOVERY NOTE BY US POWER SQUADRON 1988 (KRN)
 RD0414'RECOVERED IN GOOD CONDITION.
 RD0414
 RD0414                          STATION RECOVERY (1989)
 RD0414
 RD0414'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RD0414'RECOVERED IN GOOD CONDITION.
 RD0414
 RD0414                          STATION RECOVERY (1990)
 RD0414
 RD0414'RECOVERY NOTE BY US POWER SQUADRON 1990 (FV)
 RD0414'MARK NOT FOUND.
 RD0414
 RD0414                          STATION RECOVERY (1990)
 RD0414
 RD0414'RECOVERY NOTE BY US POWER SQUADRON 1990 (KRN)
 RD0414'RECOVERED IN GOOD CONDITION.
 RD0414
 RD0414                          STATION RECOVERY (1994)
 RD0414
 RD0414'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD0414'RECOVERED IN GOOD CONDITION.
 RD0414
 RD0414                          STATION RECOVERY (1994)
 RD0414
 RD0414'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD0414'MARK NOT FOUND.
 RD0414
 RD0414                          STATION RECOVERY (2005)
 RD0414
 RD0414'RECOVERY NOTE BY US POWER SQUADRON 2005 (RHH)
 RD0414'MARK NOT VISABLE ON SURFACE, MAY BE BURIED, COULD NOT OBTAIN
 RD0414'HOMEOWNER'S PERMISSION TO PROBE FOR MARK
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2555 ***********************************************************************
 RC2555  DESIGNATION -  FARO
 RC2555  PID         -  RC2555
 RC2555  STATE/COUNTY-  OR/GILLIAM
 RC2555  USGS QUAD   -  ESAU CANYON (1970)
 RC2555
 RC2555                         *CURRENT SURVEY CONTROL
 RC2555  ___________________________________________________________________
 RC2555* NAD 83(1991)-  45 29 14.24393(N)    120 24 20.95807(W)     ADJUSTED  
 RC2555* NAVD 88     -       476.9    (meters)    1565.     (feet)  VERTCON   
 RC2555  ___________________________________________________________________
 RC2555  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 RC2555  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 RC2555  HORZ ORDER  -  SECOND
 RC2555
 RC2555.The horizontal coordinates were established by classical geodetic methods
 RC2555.and adjusted by the National Geodetic Survey in October 1991.
 RC2555
 RC2555.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC2555.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC2555
 RC2555.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2555
 RC2555.The geoid height was determined by GEOID03.
 RC2555
 RC2555;                    North         East     Units Scale Factor Converg.
 RC2555;SPC OR N     -   202,316.135 2,507,361.786   MT  0.99991002   +0 04 00.4
 RC2555;SPC OR N     -   663,766.85  8,226,252.58   iFT  0.99991002   +0 04 00.4
 RC2555;UTM  10      - 5,040,358.151   702,719.360   MT  1.00010528   +1 51 01.9
 RC2555
 RC2555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2555!SPC OR N     -   0.99992859  x   0.99991002  =   0.99983862
 RC2555!UTM  10      -   0.99992859  x   1.00010528  =   1.00003387
 RC2555
 RC2555:                Primary Azimuth Mark                     Grid Az
 RC2555:SPC OR N     -  FARO AZ MK                               083 56 53.6
 RC2555:UTM  10      -  FARO AZ MK                               082 09 52.1
 RC2555
 RC2555|---------------------------------------------------------------------|
 RC2555| PID    Reference Object                     Distance      Geod. Az  |
 RC2555|                                                           dddmmss.s |
 RC2555| CF5269 FARO AZ MK                                         0840054.0 |
 RC2555| RC2534 MIKKALO GRAIN ELEVATOR              APPROX.13.6 KM 0982631.1 |
 RC2555| CF5270 FARO RM 1                            31.541 METERS 18355     |
 RC2555| CF5271 FARO RM 2                            27.482 METERS 28122     |
 RC2555|---------------------------------------------------------------------|
 RC2555
 RC2555                          SUPERSEDED SURVEY CONTROL
 RC2555
 RC2555  NAD 83(1986)-  45 29 14.25349(N)    120 24 20.95129(W) AD(       ) 2
 RC2555  NAD 27      -  45 29 14.79200(N)    120 24 16.78300(W) AD(       ) 2
 RC2555  NGVD 29 (07/19/86)  475.9    (m)         1561.     (f) VERT ANG    3  
 RC2555
 RC2555.Superseded values are not recommended for survey control.
 RC2555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2555.See file dsdata.txt to determine how the superseded data were derived.
 RC2555
 RC2555_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGR0271940358(NAD 83)
 RC2555_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RC2555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC2555
 RC2555  HISTORY     - Date     Condition        Report By
 RC2555  HISTORY     - 1946     MONUMENTED       CGS
 RC2555  HISTORY     - 1967     SEE DESCRIPTION  CGS
 RC2555
 RC2555                          STATION DESCRIPTION
 RC2555
 RC2555'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JCT)
 RC2555'LOCATED ABOUT 20-1/2 MILES NORTHWEST OF CONDON, ABOUT 8-3/4 MILES
 RC2555'AIR LINE WEST-NORTHWEST OF MIKKALO, ABOUT 3 MILES AIR LINE
 RC2555'NORTHEAST OF THE COTTONWOOD BRIDGE, AND ABOUT 2-1/4 MILES AIR
 RC2555'LINE SOUTHWEST OF THE MOUTH OF HAY CANYON.  IT IS ON TOP OF A
 RC2555'PROMINENT HILL, WHICH FORMS A LARGE BEND IN THE JOHN DAY RIVER
 RC2555'AND IS ON THE SOUTHEAST SIDE OF THE RIVER.  THE STATION IS ABOUT
 RC2555'50 FEET SOUTH OF AN EAST-WEST FENCE LINE AND ABOUT 600 FEET
 RC2555'EAST AND 10 FEET LOWER THAN THE HIGHEST POINT OF THE HILL.  THE
 RC2555'MARK PROJECTS 1 INCH AND IS STAMPED--FARO 1946.
 RC2555'
 RC2555'REFERENCE MARK NO. 1 IS SOUTH OF THE STATION NEAR THE SOUTH
 RC2555'BREAK OF HILL, SET IN A BOULDER 10 INCHES IN DIAMETER.  THE MARK
 RC2555'PROJECTS 2 INCHES.
 RC2555'
 RC2555'REFERENCE MARK NO. 2 IS WEST-NORTHWEST OF THE STATION, ABOUT 40
 RC2555'FEET SOUTH OF AN EAST-WEST FENCE.  THE MARK IS SET IN THE TOP OF
 RC2555'A BOULDER 8 X 10 INCHES AND PROJECTS 4 INCHES.
 RC2555'
 RC2555'THE AZIMUTH MARK IS 0.7 MILE EAST OF THE STATION, 60 FEET WEST
 RC2555'AND ABOUT 20 FEET LOWER THAN THE WEST EDGE OF A CULTIVATED FIELD
 RC2555'AND IS 4 FEET SOUTHWEST OF A FENCE CORNER.  THE MARK PROJECTS
 RC2555'3 INCHES.
 RC2555'
 RC2555'ALL REFERENCE MARKS ARE STAMPED WITH THE NAME AND DATE OF THE
 RC2555'STATION AND WITH THEIR RESPECTIVE NUMBERS.
 RC2555'
 RC2555'TO REACH STATION FROM ARLINGTON GO SOUTH ON STATE HIGHWAY 19
 RC2555'TOWARD CONDON FOR 16.85 MILES TO THE GAS STATION AND STORE AT
 RC2555'OLEX.  CONTINUE SOUTH ON STATE 19 FOR 2.8 MILES TO A GRAVEL ROAD
 RC2555'RIGHT.  TURN RIGHT OFF STATE 19 AS PER SIGN MIKKALO 2 AND FOLLOW
 RC2555'ROAD WEST FOR 2.2 MILES TO THE STORE AT MIKKALO.  CONTINUE AHEAD
 RC2555'ACROSS RAILROAD TRACKS FOR 0.05 MILES TO A T INTERSECTION.  TURN
 RC2555'LEFT AS PER SIGN RAY CANYON AND FOLLOW MAIN ROAD SOUTH AND WEST
 RC2555'FOR 2.0 MILES TO FORKS.  KEEP RIGHT FORK ON MAIN ROAD AND GO
 RC2555'3.6 MILES TO CROSSROAD AND SIGNS AT BOTTOM OF HAY CANYON.
 RC2555'CONTINUE AHEAD ACROSS BRIDGE AS PER SIGN COTTONWOOD BR. AND FOLLOW
 RC2555'MAIN ROAD UP OUT OF CANYON FOR 3.2 MILES TO FORK AT HOUSE ON
 RC2555'RIGHT AND SIGN CONDON 24.  HERE TAKE RIGHT FORK AND GO 1.5
 RC2555'MILES TO WIRE GATE.  PASS THROUGH AND CONTINUE FOR 0.25 MILE
 RC2555'TO BURDICK RANCH.  PASS THROUGH OPEN GATE INTO RANCH YARD AND
 RC2555'GO ABOUT 75 YARDS TO THE SHOP BUILDING AND TWO OIL DRUMS
 RC2555'ON THE EAST SIDE OF BUILDING.  HERE TURN RIGHT THROUGH WIRE
 RC2555'GATE AND THEN LEFT THROUGH A SINGLE STRAND WIRE GATE AND
 RC2555'FOLLOW FIELD ROAD WEST AND NORTH ACROSS FIELD FOR 1.45
 RC2555'MILES TO WIRE GATE IN EAST-WEST FENCE LINE.  PASS THROUGH AND
 RC2555'FOLLOW DIM TRACK ROAD NORTH ALONG WEST SIDE OF FIELD FOR 0.45
 RC2555'MILE TO FENCE CORNER.  HERE TURN LEFT AND FOLLOW DIM TRACKS WEST
 RC2555'ALONG SOUTH SIDE OF FIELD FOR 0.9 MILE TO END OF FIELD.  (HERE
 RC2555'IN THE FENCE CORNER IS THE AZIMUTH MARK).  CONTINUE WEST
 RC2555'ALONG THE NORTH SIDE OF FENCE LINE DOWN TO LOW SADDLE AND THEN
 RC2555'UP HILL TO TOP AND STATION SITE FOR A TOTAL DISTANCE OF 0.7
 RC2555'MILE.
 RC2555'
 RC2555'SUBSTITUTE STATION, PICTURE POINT 104V-135A, IS A ROCK CAIRN,
 RC2555'4.5 FEET HIGH, 603.5 FEET WEST-SOUTHWEST OF STATION.
 RC2555
 RC2555                          STATION RECOVERY (1967)
 RC2555
 RC2555'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JCL)
 RC2555'THE STATION MARK, STAMPED FARO 1946, REFERENCE MARK NO. 1, STAMPED
 RC2555'FARO NO 1 1946, REFERENCE MARK NO. 2, STAMPED FARO NO 2 1946 AND THE
 RC2555'AZIMUTH MARK, STAMPED FARO 1946 WERE RECOVERED IN GOOD
 RC2555'CONDITION.  ROADS HAVE CHANGED.  A NEW TO REACH FOLLOWS.  THE
 RC2555'STATION IS ON PASTURE LAND OWNED BY MR. MIKE MURTHA.
 RC2555'
 RC2555'TO REACH THE STATION FROM THE POST OFFICE IN MIKKALO GO WEST FOR
 RC2555'0.1 MILE TO A T INTERSECTION, JUST AFTER CROSSING THE RAILROAD
 RC2555'TRACKS, TURN LEFT AND GO SOUTH AND WEST ON THE MAIN TRAVELED
 RC2555'ROAD FOR 5.7 MILES TO THE CONCRETE BRIDGE OVER HAY CREEK IN THE
 RC2555'BOTTOM OF HAY CREEK CANYON, CROSS THE BRIDGE AND CONTINUE WEST
 RC2555'ON THE GRAVELED ROAD UP THE CANYON FOR 3.2 MILES TO A FORK, TAKE
 RC2555'RIGHT FORK, PASS BETWEEN SOME GRAIN BINS ON THE LEFT AND A
 RC2555'HOUSE ON THE RIGHT, AND GO WEST ON THE DIRT ROAD FOR 1.0 MILE
 RC2555'TO A FORK, TAKE RIGHT FORK, NORTH, ON A DIRT ROAD FOR 0.7
 RC2555'MILE TO A GATE, PASS THROUGH GATE AND GO NORTH, WEST AND
 RC2555'NORTH ACROSS A FIELD AND DOWN A DRAW FOR 1.2 MILES TO A
 RC2555'GRASSY PLOT AND AN OLD CONCRETE FOUNDATION AND THE END OF
 RC2555'TRUCK TRAVEL FOR THIS PARTY.  AT CERTAIN TIMES OF THE YEAR WHEN
 RC2555'THE LAND IS NOT IN CROP IT MAY BE POSSIBLE TO DRIVE TO THE
 RC2555'STATION.  THIS PARTY PACKED FROM THE CONCRETE FOUNDATION IN
 RC2555'A NORTHWESTERLY DIRECTION ACROSS THE FIELD FOR 3/4 MILE TO A
 RC2555'GATE IN THE NORTHWEST CORNER OF THE FIELD AND THE AZIMUTH MARK
 RC2555'4 FEET SOUTH OF THE SOUTH END OF THE GATE.  PACK WEST ON THE
 RC2555'TRACK ROAD IN THE PASTURE DOWN THROUGH A SADDLE AND UP TO THE
 RC2555'SUMMIT, A DISTANCE OF 3/4 MILE TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2356 ***********************************************************************
 RC2356  DESIGNATION -  FARR
 RC2356  PID         -  RC2356
 RC2356  STATE/COUNTY-  OR/HOOD RIVER
 RC2356  USGS QUAD   -  CARSON (1994)
 RC2356
 RC2356                         *CURRENT SURVEY CONTROL
 RC2356  ___________________________________________________________________
 RC2356* NAD 83(1991)-  45 41 50.19252(N)    121 48 12.16468(W)     ADJUSTED  
 RC2356* NAVD 88     -        31.     (meters)     102.     (feet)  SCALED    
 RC2356  ___________________________________________________________________
 RC2356  LAPLACE CORR-           4.00  (seconds)                    DEFLEC99
 RC2356  GEOID HEIGHT-         -21.60  (meters)                     GEOID03
 RC2356  HORZ ORDER  -  THIRD
 RC2356
 RC2356.The horizontal coordinates were established by classical geodetic methods
 RC2356.and adjusted by the National Geodetic Survey in October 1991.
 RC2356
 RC2356.The orthometric height was scaled from a topographic map.
 RC2356
 RC2356.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2356
 RC2356.The geoid height was determined by GEOID03.
 RC2356
 RC2356;                    North         East     Units Scale Factor Converg.
 RC2356;SPC OR N     -   226,467.325 2,398,497.555   MT  0.99993712   -0 55 27.6
 RC2356;SPC OR N     -   743,003.03  7,869,086.47   iFT  0.99993712   -0 55 27.6
 RC2356;SPC WA S     -    41,291.545   398,487.976   MT  1.00003362   -0 56 48.4
 RC2356;SPC WA S     -   135,470.68  1,307,372.63   sFT  1.00003362   -0 56 48.4
 RC2356;UTM  10      - 5,061,109.908   593,160.975   MT  0.99970670   +0 51 23.2
 RC2356
 RC2356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2356!SPC OR N     -   0.99999852  x   0.99993712  =   0.99993564
 RC2356!SPC WA S     -   0.99999852  x   1.00003362  =   1.00003214
 RC2356!UTM  10      -   0.99999852  x   0.99970670  =   0.99970522
 RC2356
 RC2356:                Primary Azimuth Mark                     Grid Az
 RC2356:SPC OR N     -  PORTLAND SPOK BN 48 MI BLINKER           078 15 21.2
 RC2356:SPC WA S     -  PORTLAND SPOK BN 48 MI BLINKER           078 16 42.0
 RC2356:UTM  10      -  PORTLAND SPOK BN 48 MI BLINKER           076 28 30.4
 RC2356
 RC2356|---------------------------------------------------------------------|
 RC2356| PID    Reference Object                     Distance      Geod. Az  |
 RC2356|                                                           dddmmss.s |
 RC2356| RC2339 PORTLAND SPOK BN 48 MI BLINKER      APPROX. 3.4 KM 0771953.6 |
 RC2356| CF4335 FARR RM 1                                          09640     |
 RC2356| CF4336 FARR RM 2                             4.628 METERS 25812     |
 RC2356| RC2344 TROTTER                             APPROX. 1.1 KM 2760535.6 |
 RC2356| RC2355 ANDERSON POINT LIGHT                APPROX. 0.6 KM 2810958.8 |
 RC2356| RC2361 PORTLAND SPOK BN 44 MI BLINKER      APPROX. 3.1 KM 2974252.8 |
 RC2356| RC2357 CARSON SP S RR DEPOT W GABLE        APPROX. 2.3 KM 3403003.8 |
 RC2356|---------------------------------------------------------------------|
 RC2356
 RC2356                          SUPERSEDED SURVEY CONTROL
 RC2356
 RC2356  NAD 83(1986)-  45 41 50.20357(N)    121 48 12.17258(W) AD(       ) 3
 RC2356  NAD 27      -  45 41 50.78000(N)    121 48 07.90500(W) AD(       ) 3
 RC2356
 RC2356.Superseded values are not recommended for survey control.
 RC2356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2356.See file dsdata.txt to determine how the superseded data were derived.
 RC2356
 RC2356_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER9316161110(NAD 83)
 RC2356_MARKER: Z = SEE DESCRIPTION
 RC2356_SETTING: 0 = UNSPECIFIED SETTING
 RC2356
 RC2356  HISTORY     - Date     Condition        Report By
 RC2356  HISTORY     - 1939     MONUMENTED       CGS
 RC2356  HISTORY     - 1948     SEE DESCRIPTION  CGS
 RC2356  HISTORY     - 1957     SEE DESCRIPTION  CGS
 RC2356  HISTORY     - 1959     SEE DESCRIPTION  CGS
 RC2356
 RC2356                          STATION DESCRIPTION
 RC2356
 RC2356'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (WMS)
 RC2356'STATION IS LOCATED ON S BANK OF COLUMBIA RIVER, ABOUT 5-1/2 MILES
 RC2356'E OF CASCADE LOCKS OR 1 MILE W OF GORTON CREEK, AT THE TOP AND W
 RC2356'POINT OF A CONCRETE RETAINING WALL STANDING ABOUT 40 FEET ABOVE THE
 RC2356'OREGON-WASHINGTON RAILROAD AND NAVIGATION COMPANY TRACKS.  THIS
 RC2356'WALL IS DIRECTLY S OF THE TRACKS AND ABOUT 1/4 MILE E OF ANDERSON
 RC2356'POINT LIGHT.
 RC2356'
 RC2356'STATION MARK IS A STANDARD DISK CEMENTED IN TOP OF A 3-FOOT LENGTH
 RC2356'OF 4-INCH CAST-IRON SOIL PIPE.
 RC2356'
 RC2356'UNDERGROUND MARK IS A STANDARD DISK SET IN A BLOB OF CONCRETE.
 RC2356'
 RC2356'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE AS
 RC2356'DESCRIBED IN NOTE 11C.
 RC2356'
 RC2356'STATION CAN BE REACHED FROM CASCADE LOCKS POST OFFICE AS
 RC2356'FOLLOWS--GO E ON U.S. HIGHWAY 30 5.4 MILES TO VIEW POINT AND END OF
 RC2356'TRUCK TRAVEL.  STATION IS ABOUT 75 YARDS W AND 30 YARDS N, DOWN
 RC2356'BANK FROM VIEW POINT.
 RC2356
 RC2356                          STATION RECOVERY (1948)
 RC2356
 RC2356'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (WHB)
 RC2356'ALL MARKS WERE FOUND IN EXCELLENT SHAPE.
 RC2356'
 RC2356'STATION IS LOCATED ON THE S BANK OF THE COLUMBIA RIVER, ABOUT
 RC2356'5-1/2 MILES E OF CASCADE LOCKS, OR 1 MILE W OF GORTON CREEK, AT
 RC2356'TOP AND W POINT OF A CONCRETE RETAINING WALL STANDING ABOUT 45
 RC2356'FEET ABOVE THE LEVEL OF THE UNION PACIFIC RAILROAD TRACKS.  THIS
 RC2356'WALL IS DIRECTLY S OF THE TRACKS AND ABOUT 1/4 MILE E OF ANDERSON
 RC2356'POINT LIGHT.  THE STATION IS AT THE THIRD POLE (TELEPHONE) E OF
 RC2356'MILEPOST 48.  STATION IS A BRONZE DISK SET IN THE TOP OF 4-INCH
 RC2356'IN DIAMETER CAST IRON SOIL PIPE, STAMPED FARR 1939.  IN 1939
 RC2356'THERE WAS A SUB-SURFACE MARK SET IN A BLOB OF CONCRETE.  HOWEVER
 RC2356'THIS WAS NOT SEARCHED FOR AS THE MARK (SURFACE) WAS IN
 RC2356'EXCELLENT SHAPE.
 RC2356'
 RC2356'R.M. 1 IS A BRONZE REFERENCE DISK SET IN THE TOP OF THE CONCRETE
 RC2356'RETAINING WALL, STAMPED FARR NO.1 1939.  IT IS 21.043 METERS (69.021
 RC2356'FEET) E OF THE STATION.  R.M. 2 IS A BRONZE REFERENCE DISK SET IN
 RC2356'THE TOP OF CONCRETE RETAINING WALL, STAMPED FARR NO.2 1939.  IT IS
 RC2356'4.628 METERS (15.179 FEET) SW OF THE STATION.
 RC2356'
 RC2356'STATION CAN BE REACHED BY BOAT.
 RC2356'
 RC2356'TO REACH STATION BY TRUCK GO FROM CASCADE LOCKS POST OFFICE AS
 RC2356'FOLLOWS.  GO E ON U.S. HIGHWAY 30 5.4 MILES TO VIEW POINT AND END OF
 RC2356'TRUCK TRAVEL.  THENCE GO ABOUT 75 YARDS W AND 30 YARDS N DOWN BANK
 RC2356'FROM VIEW POINT AND STATION.
 RC2356'
 RC2356'THE FOLLOWING DISTANCES WERE VERIFIED BUT NO CHECK WAS MADE OF
 RC2356'DIRECTIONS AT THIS TIME.
 RC2356
 RC2356                          STATION RECOVERY (1957)
 RC2356
 RC2356'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 RC2356'ALL MARKS AT THIS STATION HAVE APPARENTLY BEEN DESTROYED BY
 RC2356'HIGHWAY CONSTRUCTION WORK.  THE CONCRETE RETAINING WALL, ALONG
 RC2356'WHICH THE MARKS WERE ESTABLISHED, NO LONGER EXISTS.
 RC2356'
 RC2356'A NEW STATION, FARR 2, WAS ESTABLISHED IN THE VICINITY OF THE
 RC2356'ORIGINAL STATION.
 RC2356
 RC2356                          STATION RECOVERY (1959)
 RC2356
 RC2356'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LGT)
 RC2356'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 RC2356'CONDITION.  DISTANCES TO THE REFERENCE MARKS WERE NOT CHECKED.  A
 RC2356'NEW DESCRIPTION FOLLOWS--
 RC2356'
 RC2356'STATION IS LOCATED ON THE SOUTH BANK OF THE COLUMBIA RIVER,
 RC2356'BETWEEN THE UNION PACIFIC RAILROAD AND U.S. HIGHWAY 30, ABOUT 5-1/2
 RC2356'MILES EAST OF CASCADE LOCKS AND ABOUT 1 MILE WEST OF GORTON CREEK
 RC2356'AT THE TOP AND WEST POINT OF CONCRETE RETAINING WALL STANDING
 RC2356'ABOUT 45 FEET ABOVE THE LEVEL OF THE UNION PACIFIC RAILROAD
 RC2356'TRACKS.  THIS WALL IS DIRECTLY SOUTH OF THE TRACKS AND ABOUT 1/4
 RC2356'MILE EAST OF ANDERSON POINT LIGHT.  THE STATION IS EVEN WITH
 RC2356'THE THIRD TELEPHONE POLE EAST OF RAILROAD MILEPOST 43 (MARKED ON
 RC2356'TELEPHONE POLE).
 RC2356'
 RC2356'STATION IS A STANDARD DISK STAMPED FARR 1939 AND SET IN TOP OF
 RC2356'4-INCH CAST-IRON SOIL PIPE PROJECTING ABOUT 2 INCHES.  THE
 RC2356'ORIGINAL DESCRIPTION DESCRIBES A SUB-SURFACE MARK AS BEING A
 RC2356'STANDARD DISK IN A BLOB OF CONCRETE.
 RC2356'
 RC2356'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN THE TOP OF THE
 RC2356'CONCRETE RETAINING WALL, STAMPED FARR NO 1 1939.  IT IS EAST OF
 RC2356'THE STATION.
 RC2356'
 RC2356'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN THE TOP OF
 RC2356'CONCRETE RETAINING WALL, STAMPED FARR NO 2 1939.  IT IS SOUTHWEST
 RC2356'OF THE STATION.
 RC2356'
 RC2356'STATION CAN BE REACHED BY BOAT.
 RC2356'
 RC2356'TO REACH STATION BY TRUCK FROM POST OFFICE IN CASCADE LOCKS, GO
 RC2356'EAST ALONG U.S. HIGHWAY 30 FOR 5.0 MILES TO MILEPOST 47, THENCE
 RC2356'CONTINUE EAST FOR 0.5 MILE, PARK TRUCK AND PROCEED NORTH UP BANK
 RC2356'AND ABOUT 200 FEET THROUGH BRUSH TO STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1632 ***********************************************************************
 RC1632  DESIGNATION -  FARR 3
 RC1632  PID         -  RC1632
 RC1632  STATE/COUNTY-  OR/HOOD RIVER
 RC1632  USGS QUAD   -  CARSON (1994)
 RC1632
 RC1632                         *CURRENT SURVEY CONTROL
 RC1632  ___________________________________________________________________
 RC1632* NAD 83(1991)-  45 41 49.14709(N)    121 48 07.61951(W)     NO CHECK  
 RC1632* NAVD 88     -        49.61   (+/-2cm)     162.8    (feet)  VERTCON   
 RC1632  ___________________________________________________________________
 RC1632  LAPLACE CORR-           3.98  (seconds)                    DEFLEC99
 RC1632  GEOID HEIGHT-         -21.60  (meters)                     GEOID03
 RC1632  HORZ ORDER  -  THIRD
 RC1632  VERT ORDER  -  ? (See Below)
 RC1632
 RC1632.The horizontal coordinates were established by classical geodetic methods
 RC1632.and adjusted by the National Geodetic Survey in October 1991.
 RC1632.No horizontal observational check was made to the station.
 RC1632
 RC1632.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC1632.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC1632.The vertical order pertains to the NGVD 29 superseded value.
 RC1632
 RC1632.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC1632
 RC1632.The geoid height was determined by GEOID03.
 RC1632
 RC1632;                    North         East     Units Scale Factor Converg.
 RC1632;SPC OR N     -   226,433.469 2,398,595.349   MT  0.99993707   -0 55 24.4
 RC1632;SPC OR N     -   742,891.96  7,869,407.31   iFT  0.99993707   -0 55 24.4
 RC1632;SPC WA S     -    41,257.648   398,585.766   MT  1.00003369   -0 56 45.1
 RC1632;SPC WA S     -   135,359.47  1,307,693.47   sFT  1.00003369   -0 56 45.1
 RC1632;UTM  10      - 5,061,079.115   593,259.752   MT  0.99970693   +0 51 26.4
 RC1632
 RC1632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC1632!SPC OR N     -   0.99999561  x   0.99993707  =   0.99993268
 RC1632!SPC WA S     -   0.99999561  x   1.00003369  =   1.00002930
 RC1632!UTM  10      -   0.99999561  x   0.99970693  =   0.99970254
 RC1632
 RC1632|---------------------------------------------------------------------|
 RC1632| PID    Reference Object                     Distance      Geod. Az  |
 RC1632|                                                           dddmmss.s |
 RC1632| RC1633 FARR 3 RM 1                           4.392 METERS 00047     |
 RC1632| RC2350 VALLEY                              APPROX. 2.3 KM 0171306.8 |
 RC1632| RC1634 FARR 3 RM 2                           4.953 METERS 10556     |
 RC1632| RC1629 FARR 2                                8.066 METERS 21856     |
 RC1632|---------------------------------------------------------------------|
 RC1632
 RC1632                          SUPERSEDED SURVEY CONTROL
 RC1632
 RC1632  NAD 83(1986)-  45 41 49.15807(N)    121 48 07.62699(W) AD(       ) 3
 RC1632  NAD 27      -  45 41 49.73500(N)    121 48 03.36300(W) AD(       ) 3
 RC1632  NGVD 29 (??/??/92)   48.593  (m)          159.43   (f) ADJ UNCH    ?  
 RC1632
 RC1632.Superseded values are not recommended for survey control.
 RC1632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1632.See file dsdata.txt to determine how the superseded data were derived.
 RC1632
 RC1632_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER9326061079(NAD 83)
 RC1632_MARKER: DS = TRIANGULATION STATION DISK
 RC1632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC1632_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC1632_STAMPING: FARR 3 1967 USBM
 RC1632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1632+STABILITY: SURFACE MOTION
 RC1632
 RC1632  HISTORY     - Date     Condition        Report By
 RC1632  HISTORY     - 1967     MONUMENTED       CGS
 RC1632  HISTORY     - 1967     GOOD             CGS
 RC1632  HISTORY     - 1975     SEE DESCRIPTION  NGS
 RC1632
 RC1632                          STATION DESCRIPTION
 RC1632
 RC1632'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JCL)
 RC1632'THE STATION IS 14 MILES WEST OF HOOD RIVER AND 5 MILES EAST OF
 RC1632'CASCADE LOCKS ON A NARROW RIDGE OF RIGHT-OF-WAY BETWEEN INTERSTATE
 RC1632'80 N AND THE RAILROAD.
 RC1632'
 RC1632'TO REACH THE STATION FROM THE POST OFFICE IN CASCADE LOCKS GO
 RC1632'NORTHEAST ON U.S. HIGHWAY 30 FOR 1.3 MILES TO INTERSTATE 80 N,
 RC1632'CONTINUE NORTHEAST ON INTERSTATE 80 N FOR 4.0 MILES TO THE STATION
 RC1632'ON THE LEFT, THIS IS 0.15 MILE NORTHWEST OF A TRUCK WEIGHING
 RC1632'STATION.
 RC1632'
 RC1632'THE STATION MARK, STAMPED FARR 3 1967 USBM, IS A STANDARD DISK
 RC1632'SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2
 RC1632'INCHES.  IT IS 150 FEET SOUTHWEST AND ACROSS THE TRACKS FROM
 RC1632'RAILROAD MILE POST NO. 48, 90 FEET NORTH OF THE CENTER OF
 RC1632'INTERSTATE 80 N, 60 FEET HIGHER THAN THE RAILROAD TRACKS, 6 FEET
 RC1632'SOUTHWEST OF A PINE TREE WITH A TRIANGLE BLAZE AND 1 FOOT NORTH
 RC1632'OF A METAL WITNESS POST.
 RC1632'
 RC1632'REFERENCE MARK NO. 1, STAMPED FARR 3 NO 1 1967 USBM, IS A
 RC1632'STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT
 RC1632'PROJECTS 3 INCHES, 20 FEET SOUTH OF THE EDGE OF THE BLUFF, 16
 RC1632'FEET NORTH OF THE WITNESS POST AND 10 FEET BELOW STATION
 RC1632'ELEVATION.
 RC1632'
 RC1632'REFERENCE MARK NO. 2, STAMPED FARR 3 NO 2 1967 USBM, IS A
 RC1632'STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT IS
 RC1632'FLUSH, 90 FEET NORTH OF THE CENTER OF INTERSTATE 80 N AND 1 FOOT
 RC1632'NORTH OF A METAL WITNESS POST.
 RC1632'
 RC1632'THERE WAS NO AZIMUTH MARK ESTABLISHED FOR THIS STATION.
 RC1632
 RC1632                          STATION RECOVERY (1967)
 RC1632
 RC1632'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 RC1632'5.3 MI NE FROM CASCADE LOCKS.
 RC1632'REACHED FROM THE CASCADE LOCKS POST OFFICE GO NORTHEAST ALONG U.S.
 RC1632'HIGHWAY 30 FOR 1.3 MILES TO INTERSTATE 80 N, CONTINUE NORTHEAST ON
 RC1632'INTERSTATE 80 N FOR 4.0 MILES TO THE MARK ON THE LEFT, 0.15 MILE
 RC1632'NORTHWEST OF A TRUCK WEIGHING STATION ON A NARROW RIDGE OF
 RC1632'RIGHT-OF-WAY BETWEEN THE HIGHWAY AND THE RAILROAD, 150 FEET SOUTHWEST
 RC1632'OF RAILROAD MILE POST NO. 48, 90 FEET NORTH OF THE CENTER OF
 RC1632'INTERSTATE 80 N, 6 FEET SOUTHWEST OF A PINE TREE WITH A TRIANGLE BLAZE
 RC1632'AND 1 FOOT NORTH OF A METAL WITNESS POST SET IN A 10-INCH SQUARE
 RC1632'CONCRETE MONUMENT THAT PROJECTS 2 INCHES.
 RC1632
 RC1632                          STATION RECOVERY (1975)
 RC1632
 RC1632'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 RC1632'THE STATION MARK, AND BOTH REFERENCE MARKS HAVE BEEN
 RC1632'DESTROYED.  THIS STATION WAS IN AN AREA OF VERY UNSTABLE EARTH,
 RC1632'THE HIGHWAY HAS BEEN UNDERCUT, AND THE ENTIRE MASS HAS SHIFTED.
 RC1632'
 RC1632'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RC1632'5 MILES NORTHEAST OF CASCADE LOCKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1863 ***********************************************************************
 RD1863  DESIGNATION -  FAULCONER
 RD1863  PID         -  RD1863
 RD1863  STATE/COUNTY-  OR/TILLAMOOK
 RD1863  USGS QUAD   -  NESTUCCA BAY (1985)
 RD1863
 RD1863                         *CURRENT SURVEY CONTROL
 RD1863  ___________________________________________________________________
 RD1863* NAD 83(1991)-  45 08 00.28940(N)    123 58 27.11995(W)     ADJUSTED  
 RD1863* NAVD 88     -        62.     (meters)     203.     (feet)  SCALED    
 RD1863  ___________________________________________________________________
 RD1863  LAPLACE CORR-          19.95  (seconds)                    DEFLEC99
 RD1863  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 RD1863  HORZ ORDER  -  THIRD
 RD1863
 RD1863.The horizontal coordinates were established by classical geodetic methods
 RD1863.and adjusted by the National Geodetic Survey in October 1991.
 RD1863
 RD1863.The orthometric height was scaled from a topographic map.
 RD1863
 RD1863.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1863
 RD1863.The geoid height was determined by GEOID03.
 RD1863
 RD1863;                    North         East     Units Scale Factor Converg.
 RD1863;SPC OR N     -   168,861.367 2,226,819.750   MT  0.99989477   -2 27 49.9
 RD1863;SPC OR N     -   554,007.11  7,305,839.07   iFT  0.99989477   -2 27 49.9
 RD1863;UTM  10      - 4,998,232.740   423,396.547   MT  0.99967215   -0 41 25.8
 RD1863
 RD1863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1863!SPC OR N     -   0.99999387  x   0.99989477  =   0.99988864
 RD1863!UTM  10      -   0.99999387  x   0.99967215  =   0.99966602
 RD1863
 RD1863                          SUPERSEDED SURVEY CONTROL
 RD1863
 RD1863  NAD 83(1986)-  45 08 00.32219(N)    123 58 27.12944(W) AD(       ) 3
 RD1863  NAD 27      -  45 08 00.91600(N)    123 58 22.74000(W) AD(       ) 3
 RD1863
 RD1863.Superseded values are not recommended for survey control.
 RD1863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1863.See file dsdata.txt to determine how the superseded data were derived.
 RD1863
 RD1863_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ2339798233(NAD 83)
 RD1863
 RD1863  HISTORY     - Date     Condition        Report By
 RD1863  HISTORY     - 1883     MONUMENTED       CGS
 RD1863
 RD1863                          STATION DESCRIPTION
 RD1863
 RD1863'DESCRIBED BY COAST AND GEODETIC SURVEY 1883 (CR)
 RD1863'STATION IS ON THE OUTER EDGE OF A RANGE OF HILLS FRONTING THE
 RD1863'OCEAN BEACH AND ABOUT 1-3/4 MILES S OF THE ENTRANCE TO NESTUGGA
 RD1863'BAY, ON A SMALL SPUR OF THE HILL LOWER THAN THE SUMMITS BACK OF
 RD1863'IT BUT PROJECTING MORE TO THE SEAWARD THAN ANY OF THE
 RD1863'OTHERS.  THE STATION IS MARKED 2-1/2 FEET UNDERGROUND BY
 RD1863'CROSSLINES ON A FLAT ROCK AND AT THE SURFACE BY A DRILL HOLE,
 RD1863'FILLED WITH LEAD, IN A LARGE ROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1159 ***********************************************************************
 OA1159  DESIGNATION -  FAUN 2
 OA1159  PID         -  OA1159
 OA1159  STATE/COUNTY-  OR/DOUGLAS
 OA1159  USGS QUAD   -  LAKESIDE (1985)
 OA1159
 OA1159                         *CURRENT SURVEY CONTROL
 OA1159  ___________________________________________________________________
 OA1159* NAD 83(1991)-  43 37 24.68151(N)    124 11 43.58382(W)     ADJUSTED  
 OA1159* NAVD 88     -        74.     (meters)     243.     (feet)  SCALED    
 OA1159  ___________________________________________________________________
 OA1159  LAPLACE CORR-          16.22  (seconds)                    DEFLEC99
 OA1159  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 OA1159  HORZ ORDER  -  THIRD
 OA1159
 OA1159.The horizontal coordinates were established by classical geodetic methods
 OA1159.and adjusted by the National Geodetic Survey in October 1991.
 OA1159
 OA1159.The orthometric height was scaled from a topographic map.
 OA1159
 OA1159.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1159
 OA1159.The geoid height was determined by GEOID03.
 OA1159
 OA1159;                    North         East     Units Scale Factor Converg.
 OA1159;SPC OR S     -   223,954.565 1,201,853.901   MT  0.99992609   -2 31 41.6
 OA1159;SPC OR S     -   734,759.07  3,943,090.23   iFT  0.99992609   -2 31 41.6
 OA1159;UTM  10      - 4,830,753.931   403,552.360   MT  0.99971442   -0 49 29.3
 OA1159
 OA1159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1159!SPC OR S     -   0.99999237  x   0.99992609  =   0.99991846
 OA1159!UTM  10      -   0.99999237  x   0.99971442  =   0.99970679
 OA1159
 OA1159:                Primary Azimuth Mark                     Grid Az
 OA1159:SPC OR S     -  INDIAN 2                                 184 06 39.6
 OA1159:UTM  10      -  INDIAN 2                                 182 24 27.3
 OA1159
 OA1159|---------------------------------------------------------------------|
 OA1159| PID    Reference Object                     Distance      Geod. Az  |
 OA1159|                                                           dddmmss.s |
 OA1159| OA1161 INDIAN 2                            APPROX. 2.3 KM 1813458.0 |
 OA1159|---------------------------------------------------------------------|
 OA1159
 OA1159                          SUPERSEDED SURVEY CONTROL
 OA1159
 OA1159  NAD 83(1986)-  43 37 24.68264(N)    124 11 43.63247(W) AD(       ) 3
 OA1159  NAD 27      -  43 37 25.16200(N)    124 11 39.13500(W) AD(       ) 3
 OA1159
 OA1159.Superseded values are not recommended for survey control.
 OA1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1159.See file dsdata.txt to determine how the superseded data were derived.
 OA1159
 OA1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP0355230754(NAD 83)
 OA1159
 OA1159  HISTORY     - Date     Condition        Report By
 OA1159  HISTORY     - 1885     MONUMENTED       CGS
 OA1159  HISTORY     - 1948     SEE DESCRIPTION  CGS
 OA1159
 OA1159                          STATION DESCRIPTION
 OA1159
 OA1159'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RAE)
 OA1159'A SEARCH WAS MADE FOR THIS STATION IN THE AREA INDICATED BY THE
 OA1159'GEOGRAPHIC POSITION BUT IT COULD NOT BE FOUND.
 OA1159'
 OA1159'SINCE THIS WAS AN UNDESCRIBED STATION, IT SHOULD BE CLASSIFIED
 OA1159'AS LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0753 ***********************************************************************
 NY0753  DESIGNATION -  FAWN
 NY0753  PID         -  NY0753
 NY0753  STATE/COUNTY-  OR/LAKE
 NY0753  USGS QUAD   -  COGLAN BUTTES SE (1966)
 NY0753
 NY0753                         *CURRENT SURVEY CONTROL
 NY0753  ___________________________________________________________________
 NY0753* NAD 83(1991)-  42 35 56.81382(N)    120 18 16.68298(W)     ADJUSTED  
 NY0753* NAVD 88     -      1588.8    (meters)    5213.     (feet)  VERTCON   
 NY0753  ___________________________________________________________________
 NY0753  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 NY0753  GEOID HEIGHT-         -20.64  (meters)                     GEOID03
 NY0753  HORZ ORDER  -  SECOND
 NY0753
 NY0753.The horizontal coordinates were established by classical geodetic methods
 NY0753.and adjusted by the National Geodetic Survey in October 1991.
 NY0753
 NY0753.The NAVD 88 height was computed by applying the VERTCON shift value to
 NY0753.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NY0753
 NY0753.The Laplace correction was computed from DEFLEC99 derived deflections.
 NY0753
 NY0753.The geoid height was determined by GEOID03.
 NY0753
 NY0753;                    North         East     Units Scale Factor Converg.
 NY0753;SPC OR S     -   103,598.173 1,516,032.574   MT  0.99994367   +0 08 01.2
 NY0753;SPC OR S     -   339,889.02  4,973,860.15   iFT  0.99994367   +0 08 01.2
 NY0753;UTM  10      - 4,719,820.617   721,124.639   MT  1.00020162   +1 49 30.5
 NY0753
 NY0753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NY0753!SPC OR S     -   0.99975412  x   0.99994367  =   0.99969781
 NY0753!UTM  10      -   0.99975412  x   1.00020162  =   0.99995569
 NY0753
 NY0753|---------------------------------------------------------------------|
 NY0753| PID    Reference Object                     Distance      Geod. Az  |
 NY0753|                                                           dddmmss.s |
 NY0753| CD6511 FAWN RM 1                             4.470 METERS 17529     |
 NY0753| CD6510 FAWN AZ MK                                         2264909.7 |
 NY0753| CD6512 FAWN RM 2                             5.845 METERS 31814     |
 NY0753|---------------------------------------------------------------------|
 NY0753
 NY0753                          SUPERSEDED SURVEY CONTROL
 NY0753
 NY0753  NAD 83(1986)-  42 35 56.82052(N)    120 18 16.68148(W) AD(       ) 2
 NY0753  NAD 27      -  42 35 57.26000(N)    120 18 12.81500(W) AD(       ) 2
 NY0753  NGVD 29 (07/19/86) 1587.6    (m)         5209.     (f) VERT ANG    3  
 NY0753
 NY0753.Superseded values are not recommended for survey control.
 NY0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0753.See file dsdata.txt to determine how the superseded data were derived.
 NY0753
 NY0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGN2112519821(NAD 83)
 NY0753_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NY0753_SETTING: 66 = SET IN ROCK OUTCROP
 NY0753_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 NY0753
 NY0753  HISTORY     - Date     Condition        Report By
 NY0753  HISTORY     - 1948     MONUMENTED       CGS
 NY0753
 NY0753                          STATION DESCRIPTION
 NY0753
 NY0753'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MTP)
 NY0753'STATION IS LOCATED ABOUT 14 MILES SOUTHEAST OF PAISLEY, 8 MILES
 NY0753'AIRLINE NORTH OF VALLEY FALLS, 2 MILES WEST OF THE WEST EDGE OF
 NY0753'ABERT LAKE, AND ON A ROCKY RIM THAT DROPS OF SHARPLY TO THE
 NY0753'WEST AND SOUTH.
 NY0753'
 NY0753'STATION IS MARKED BY A STANDARD DISK SET FLUSH IN THE RIM ROCK,
 NY0753'100 YARDS NORTH OF THE SOUTH END OF THE RIM, 5 FEET EAST OF THE
 NY0753'EDGE OF RIM, AND 6.4 FEET NORTH OF A LOW CAIRN.  IT IS STAMPED
 NY0753'FAWN 1948.
 NY0753'
 NY0753'REFERENCE MARK NO. 1 IS A STANDARD DISK SET FLUSH IN THE WEST
 NY0753'EDGE OF THE RIM ROCK.  IT IS STAMPED FAWN NO 1 1948.
 NY0753'
 NY0753'REFERENCE MARK NO. 2 IS A STANDARD DISK SET FLUSH IN THE WEST
 NY0753'EDGE OF THE RIM ROCK.  IT IS STAMPED FAWN NO 2 1948.
 NY0753'
 NY0753'THE AZIMUTH MARK IS A STANDARD DISK SET FLUSH IN A WEDGE SHAPED
 NY0753'OUTCROP, 30 FEET WEST OF ROAD LEADING TO STATION, 18 FEET WEST OF
 NY0753'A WITNESS POST, 3 FEET SOUTH OF THE NORTH END OF OUTCROP, AND
 NY0753'ABOUT 10 FEET HIGHER THAN THE VALLEY FLOOR.  IT IS STAMPED FAWN
 NY0753'1948.
 NY0753'
 NY0753'TO REACH THE STATION FROM THE POST OFFICE IN PAISLEY, GO SOUTH
 NY0753'ON STATE HIGHWAY NO. 31 FOR 17 MILES TO A TRACK ROAD LEFT, (.4
 NY0753'MILE AFTER PASSING MILE POST 115), TURN LEFT ACROSS DRY LAKE
 NY0753'BED, GOING 2.8 MILES TO OUTCROP ON LEFT AND AZIMUTH MARK.
 NY0753'CONTINUE AHEAD .6 MILE TO FORKS, TAKE RIGHT FORK UP STEEP,
 NY0753'DANGEROUS GRADE FOR 1/2 MILE TO A POINT JUST AFTER GOING THROUGH
 NY0753'A NARROW, ROCKY PASS.  TURN SHARP RIGHT, PICKING WAY TO THE
 NY0753'SUMMIT OF A RIDGE, DUE SOUTH, AND END OF TRUCK TRAVEL.  PACK LEFT
 NY0753'TO THE TOP OF A HIGH RIM AND STATION SITE.  A 15 MINUTE
 NY0753'PACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2827 ***********************************************************************
 RD2827  DESIGNATION -  FCC MONITORING STA ANTENNA
 RD2827  PID         -  RD2827
 RD2827  STATE/COUNTY-  OR/MULTNOMAH
 RD2827  USGS QUAD   -  MOUNT TABOR (1990)
 RD2827
 RD2827                         *CURRENT SURVEY CONTROL
 RD2827  ___________________________________________________________________
 RD2827* NAD 83(1991)-  45 32 18.66653(N)    122 30 22.86712(W)     ADJUSTED  
 RD2827* NAVD 88     -              **(meters)            **(feet)            
 RD2827  ___________________________________________________________________
 RD2827  LAPLACE CORR-           1.39  (seconds)                    DEFLEC99
 RD2827  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 RD2827  HORZ ORDER  -  THIRD
 RD2827
 RD2827.The horizontal coordinates were established by classical geodetic methods
 RD2827.and adjusted by the National Geodetic Survey in October 1991.
 RD2827
 RD2827
 RD2827.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2827
 RD2827.The geoid height was determined by GEOID03.
 RD2827
 RD2827;                    North         East     Units Scale Factor Converg.
 RD2827;SPC OR N     -   209,950.514 2,343,323.738   MT  0.99991538   -1 25 22.4
 RD2827;SPC OR N     -   688,814.02  7,688,070.01   iFT  0.99991538   -1 25 22.4
 RD2827;SPC WA S     -    24,800.018   343,298.762   MT  1.00007983   -1 27 26.7
 RD2827;SPC WA S     -    81,364.73  1,126,306.02   sFT  1.00007983   -1 27 26.7
 RD2827;UTM  10      - 5,042,894.310   538,540.826   MT  0.99961826   +0 21 08.4
 RD2827
 RD2827                          SUPERSEDED SURVEY CONTROL
 RD2827
 RD2827  NAD 83(1986)-  45 32 18.68294(N)    122 30 22.87209(W) AD(       ) 4
 RD2827  NAD 27      -  45 32 19.24971(N)    122 30 18.53922(W) AD(       ) 3
 RD2827
 RD2827.Superseded values are not recommended for survey control.
 RD2827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2827.See file dsdata.txt to determine how the superseded data were derived.
 RD2827
 RD2827_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER3854142894(NAD 83)
 RD2827
 RD2827  HISTORY     - Date     Condition        Report By
 RD2827  HISTORY     - 1938     MONUMENTED       CGS
 RD2827  HISTORY     - 1945     SEE DESCRIPTION  CGS
 RD2827  HISTORY     - 19940219 MARK NOT FOUND   USPSQD
 RD2827
 RD2827                          STATION DESCRIPTION
 RD2827
 RD2827'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (WMS)
 RD2827'STATION IS ABOUT 10 MILES E OF THE POST OFFICE AT PORTLAND, OREGON,
 RD2827'OR 4 MILES E OF ROCKY BUTTE, ON THE FEDERAL COMMUNICATION
 RD2827'COMMISSION MONITORING STATION PROPERTY,
 RD2827'
 RD2827'STATION IS LOCATED BY DIRECTION AND DISTANCE FROM RADIO MAST E OF
 RD2827'TWO, FCCM STATION.
 RD2827
 RD2827                          STATION RECOVERY (1945)
 RD2827
 RD2827'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (RAE)
 RD2827'THIS STATION WAS RECOVERED AS DESCRIBED BY W.M.S. IN 1938.  THE
 RD2827'DESCRIPTION IS ADEQUATE, EXCEPT IT SHOULD BE NOTED THAT THE
 RD2827'ANTENNA POLE IS 80 FEET HIGH.
 RD2827
 RD2827                          STATION RECOVERY (1994)
 RD2827
 RD2827'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD2827'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2847 ***********************************************************************
 RD2847  DESIGNATION -  FCC MONITORING STA W RAD MAST
 RD2847  PID         -  RD2847
 RD2847  STATE/COUNTY-  OR/MULTNOMAH
 RD2847  USGS QUAD   -  MOUNT TABOR (1990)
 RD2847
 RD2847                         *CURRENT SURVEY CONTROL
 RD2847  ___________________________________________________________________
 RD2847* NAD 83(1991)-  45 32 21.88600(N)    122 30 34.85781(W)     NO CHECK  
 RD2847* NAVD 88     -              **(meters)            **(feet)            
 RD2847  ___________________________________________________________________
 RD2847  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 RD2847  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 RD2847  HORZ ORDER  -  THIRD
 RD2847
 RD2847.The horizontal coordinates were established by classical geodetic methods
 RD2847.and adjusted by the National Geodetic Survey in October 1991.
 RD2847.No horizontal observational check was made to the station.
 RD2847
 RD2847
 RD2847.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2847
 RD2847.The geoid height was determined by GEOID03.
 RD2847
 RD2847;                    North         East     Units Scale Factor Converg.
 RD2847;SPC OR N     -   210,056.334 2,343,066.166   MT  0.99991549   -1 25 30.9
 RD2847;SPC OR N     -   689,161.20  7,687,224.95   iFT  0.99991549   -1 25 30.9
 RD2847;SPC WA S     -    24,906.010   343,041.211   MT  1.00007955   -1 27 35.4
 RD2847;SPC WA S     -    81,712.47  1,125,461.04   sFT  1.00007955   -1 27 35.4
 RD2847;UTM  10      - 5,042,992.071   538,280.177   MT  0.99961802   +0 20 59.9
 RD2847
 RD2847                          SUPERSEDED SURVEY CONTROL
 RD2847
 RD2847  NAD 83(1986)-  45 32 21.90255(N)    122 30 34.86303(W) AD(       ) 4
 RD2847  NAD 27      -  45 32 22.47050(N)    122 30 30.52811(W) AD(       ) 3
 RD2847
 RD2847.Superseded values are not recommended for survey control.
 RD2847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2847.See file dsdata.txt to determine how the superseded data were derived.
 RD2847
 RD2847_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER3828042992(NAD 83)
 RD2847
 RD2847  HISTORY     - Date     Condition        Report By
 RD2847  HISTORY     - 1938     MONUMENTED       CGS
 RD2847  HISTORY     - 1945     SEE DESCRIPTION  CGS
 RD2847  HISTORY     - 19940219 MARK NOT FOUND   USPSQD
 RD2847
 RD2847                          STATION DESCRIPTION
 RD2847
 RD2847'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (WMS)
 RD2847'STATION IS LOCATED ABOUT 10 MILES E OF THE POST OFFICE AT PORTLAND,
 RD2847'OREGON, OR 4 MILES E OF ROCKY BUTTE, NEAR THE E CITY LIMITS OF
 RD2847'PORTLAND.  IT IS THE W ONE OF THE TWO RADIO MASTS ON THE FEDERAL
 RD2847'COMMUNICATIONS COMMISSION MONITORING STATION PROPERTY.
 RD2847
 RD2847                          STATION RECOVERY (1945)
 RD2847
 RD2847'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (RAE)
 RD2847'THIS STATION WAS RECOVERED AS DESCRIBED BY W.M.S. IN 1938.  THE
 RD2847'DESCRIPTION IS ADEQUATE.
 RD2847
 RD2847                          STATION RECOVERY (1994)
 RD2847
 RD2847'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD2847'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2819 ***********************************************************************
 RD2819  DESIGNATION -  FCC MONITORSTA E RAD MST
 RD2819  PID         -  RD2819
 RD2819  STATE/COUNTY-  OR/MULTNOMAH
 RD2819  USGS QUAD   -  MOUNT TABOR (1990)
 RD2819
 RD2819                         *CURRENT SURVEY CONTROL
 RD2819  ___________________________________________________________________
 RD2819* NAD 83(1991)-  45 32 21.92656(N)    122 30 28.67779(W)     ADJUSTED  
 RD2819* NAVD 88     -        11.     (meters)      36.     (feet)  SCALED    
 RD2819  ___________________________________________________________________
 RD2819  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 RD2819  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 RD2819  HORZ ORDER  -  THIRD
 RD2819
 RD2819.The horizontal coordinates were established by classical geodetic methods
 RD2819.and adjusted by the National Geodetic Survey in October 1991.
 RD2819
 RD2819.The orthometric height was scaled from a topographic map.
 RD2819
 RD2819.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2819
 RD2819.The geoid height was determined by GEOID03.
 RD2819
 RD2819;                    North         East     Units Scale Factor Converg.
 RD2819;SPC OR N     -   210,054.252 2,343,200.222   MT  0.99991549   -1 25 26.5
 RD2819;SPC OR N     -   689,154.37  7,687,664.77   iFT  0.99991549   -1 25 26.5
 RD2819;SPC WA S     -    24,903.848   343,175.288   MT  1.00007955   -1 27 30.9
 RD2819;SPC WA S     -    81,705.37  1,125,900.92   sFT  1.00007955   -1 27 30.9
 RD2819;UTM  10      - 5,042,994.143   538,414.193   MT  0.99961814   +0 21 04.3
 RD2819
 RD2819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2819!SPC OR N     -   1.00000183  x   0.99991549  =   0.99991732
 RD2819!SPC WA S     -   1.00000183  x   1.00007955  =   1.00008138
 RD2819!UTM  10      -   1.00000183  x   0.99961814  =   0.99961997
 RD2819
 RD2819|---------------------------------------------------------------------|
 RD2819| PID    Reference Object                     Distance      Geod. Az  |
 RD2819|                                                           dddmmss.s |
 RD2819| RD2827 FCC MONITORING STA ANTENNA          161.314 METERS 12836     |
 RD2819| RD2899 ROCKY BUTTE RESET                   APPROX. 4.6 KM 2800953.7 |
 RD2819|---------------------------------------------------------------------|
 RD2819
 RD2819                          SUPERSEDED SURVEY CONTROL
 RD2819
 RD2819  NAD 83(1986)-  45 32 21.94299(N)    122 30 28.68272(W) AD(       ) 3
 RD2819  NAD 27      -  45 32 22.51097(N)    122 30 24.34837(W) AD(       ) 3
 RD2819
 RD2819.Superseded values are not recommended for survey control.
 RD2819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2819.See file dsdata.txt to determine how the superseded data were derived.
 RD2819
 RD2819_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER3841442994(NAD 83)
 RD2819
 RD2819  HISTORY     - Date     Condition        Report By
 RD2819  HISTORY     - 1938     MONUMENTED       CGS
 RD2819  HISTORY     - 1945     SEE DESCRIPTION  CGS
 RD2819  HISTORY     - 19940219 MARK NOT FOUND   USPSQD
 RD2819
 RD2819                          STATION DESCRIPTION
 RD2819
 RD2819'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (WMS)
 RD2819'STATION IS LOCATED ABOUT 10 MILES E OF THE POST OFFICE AT PORTLAND,
 RD2819'OREGON, OR 4 MILES E OF ROCKY BUTTE, NEAR THE E CITY LIMITS OF
 RD2819'PORTLAND.  IT IS THE E ONE OF THE TWO RADIO MASTS ON THE FEDERAL
 RD2819'COMMUNICATIONS COMMISSION MONITORING STATION PROPERTY.
 RD2819'
 RD2819'STATION IS CENTER OF RADIO MAST (NOT MARKED BY DISK).
 RD2819
 RD2819                          STATION RECOVERY (1945)
 RD2819
 RD2819'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (RAE)
 RD2819'THIS STATION WAS RECOVERED AS DESCRIBED BY W.M.S. IN 1938.  THE
 RD2819'DESCRIPTION IS ADEQUATE.
 RD2819
 RD2819                          STATION RECOVERY (1994)
 RD2819
 RD2819'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD2819'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3150 ***********************************************************************
 RD3150  DESIGNATION -  FEDERAL
 RD3150  PID         -  RD3150
 RD3150  STATE/COUNTY-  OR/MULTNOMAH
 RD3150  USGS QUAD   -  PORTLAND (1990)
 RD3150
 RD3150                         *CURRENT SURVEY CONTROL
 RD3150  ___________________________________________________________________
 RD3150* NAD 83(1991)-  45 30 58.88355(N)    122 40 51.13153(W)     ADJUSTED  
 RD3150* NAVD 88     -        27.     (meters)      89.     (feet)  SCALED    
 RD3150  ___________________________________________________________________
 RD3150  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 RD3150  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 RD3150  HORZ ORDER  -  THIRD
 RD3150
 RD3150.The horizontal coordinates were established by classical geodetic methods
 RD3150.and adjusted by the National Geodetic Survey in October 1991.
 RD3150
 RD3150.The orthometric height was scaled from a topographic map.
 RD3150
 RD3150.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3150
 RD3150.The geoid height was determined by GEOID03.
 RD3150
 RD3150;                    North         East     Units Scale Factor Converg.
 RD3150;SPC OR N     -   207,841.654 2,329,632.318   MT  0.99991296   -1 32 47.9
 RD3150;SPC OR N     -   681,895.19  7,643,150.65   iFT  0.99991296   -1 32 47.9
 RD3150;SPC WA S     -    22,699.413   329,603.702   MT  1.00008688   -1 35 03.0
 RD3150;SPC WA S     -    74,472.99  1,081,374.81   sFT  1.00008688   -1 35 03.0
 RD3150;UTM  10      - 5,040,363.196   524,925.394   MT  0.99960764   +0 13 39.7
 RD3150
 RD3150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3150!SPC OR N     -   0.99999933  x   0.99991296  =   0.99991229
 RD3150!SPC WA S     -   0.99999933  x   1.00008688  =   1.00008621
 RD3150!UTM  10      -   0.99999933  x   0.99960764  =   0.99960697
 RD3150
 RD3150:                Primary Azimuth Mark                     Grid Az
 RD3150:SPC OR N     -  PORTLAND CROWN MILLS BLUE TK             012 23 31.7
 RD3150:SPC WA S     -  PORTLAND CROWN MILLS BLUE TK             012 25 46.8
 RD3150:UTM  10      -  PORTLAND CROWN MILLS BLUE TK             010 37 04.1
 RD3150
 RD3150|---------------------------------------------------------------------|
 RD3150| PID    Reference Object                     Distance      Geod. Az  |
 RD3150|                                                           dddmmss.s |
 RD3150| RD3217 PORTLAND CROWN MILLS BLUE TK        APPROX. 2.3 KM 0105043.8 |
 RD3150| RD3191 PORTLAND PUB SERVICE BLDG FP        165.896 METERS 04816     |
 RD3150| RD2997 PORTLAND TERMINAL 2 N END FS        APPROX. 1.2 KM 0685945.0 |
 RD3150| RD3012 PORTLAND CENT WILBUR METH CH        APPROX. 1.9 KM 0744936.2 |
 RD3150| RD3224 PORTLAND TERMINAL 2 S END FS        APPROX. 1.1 KM 0760807.8 |
 RD3150| RD2981 PORTLAND SEED CO ELEVATED TANK      APPROX. 1.3 KM 0803552.6 |
 RD3150| RD3212 PORTLAND JOHN DEERE CO TANK         APPROX. 1.4 KM 0840541.9 |
 RD3150| RD3225 PORTLAND JOHN DEERE CO FLAG         APPROX. 1.3 KM 0852537.3 |
 RD3150| RD3249 PORTLAND PUBLIC MARKET N TWR        APPROX. 0.7 KM 0870053.5 |
 RD3150| RD3016 PORTLAND INTL HARVESTER CO FS       APPROX. 1.2 KM 0893310.4 |
 RD3150| RD3206 PORTLAND COUNTY BUILDING FS         225.245 METERS 09313     |
 RD3150| RD3246 PORTLAND PUBLIC MARKET S TWR        APPROX. 0.6 KM 0933704.0 |
 RD3150| RD3017 PORTLAND SPAULDING CO TANK          APPROX. 1.2 KM 0944648.7 |
 RD3150| RD3218 PORTLAND COLUM CONTRACT CO STK      APPROX. 1.1 KM 1024113.2 |
 RD3150| RD3232 PORTLAND OHIO HOTEL CUPOLA FS       APPROX. 0.6 KM 1170004.8 |
 RD3150| RD3002 PORTLAND METRO PRINT CO TANK        APPROX. 2.4 KM 1230852.9 |
 RD3150| RD3011 PORTLAND GENERAL ELEC STK           APPROX. 1.4 KM 1270450.6 |
 RD3150| RD3034 PORTLAND INMAN POULSON CO TANK      APPROX. 1.6 KM 1271911.4 |
 RD3150| RD3245 PORTLAND RED CONICAL ROOF           APPROX. 2.3 KM 1340610.3 |
 RD3150| RD3242 PORTLAND GREEN CONICAL ROOF         APPROX. 2.4 KM 1362503.6 |
 RD3150| RD3239 PORTLAND NW ELECTRIC CO STACK       APPROX. 1.1 KM 1435821.6 |
 RD3150| RD2549 PORTLAND MULTNOMAH LUMBR N STK      APPROX. 2.8 KM 1623619.9 |
 RD3150| RD2548 PORTLAND MULTNOMAH LUMBR S STK      APPROX. 2.8 KM 1624444.5 |
 RD3150| RD3176 PORTLAND CH RED ROOF CUP CROSS      443.033 METERS 1770156.3 |
 RD3150| RD3177 PORTLAND ST LAWRENCE CH SPIRE       APPROX. 1.1 KM 1784641.0 |
 RD3150| RD3134 PORTLAND FIRST CONG CH SPIRE        103.818 METERS 26918     |
 RD3150| RD3067 PITTOCK                             APPROX. 2.8 KM 2935809.9 |
 RD3150|---------------------------------------------------------------------|
 RD3150
 RD3150                          SUPERSEDED SURVEY CONTROL
 RD3150
 RD3150  NAD 83(1986)-  45 30 58.90247(N)    122 40 51.13647(W) AD(       ) 3
 RD3150  NAD 27      -  45 30 59.47706(N)    122 40 46.79009(W) AD(       ) 3
 RD3150
 RD3150.Superseded values are not recommended for survey control.
 RD3150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3150.See file dsdata.txt to determine how the superseded data were derived.
 RD3150
 RD3150_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER2492540363(NAD 83)
 RD3150_MARKER: Z = SEE DESCRIPTION
 RD3150_SETTING: 0 = UNSPECIFIED SETTING
 RD3150_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD3150
 RD3150  HISTORY     - Date     Condition        Report By
 RD3150  HISTORY     - 1938     MONUMENTED       CGS
 RD3150  HISTORY     - 1941     SEE DESCRIPTION  CGS
 RD3150  HISTORY     - 1958     SEE DESCRIPTION  CGS
 RD3150
 RD3150                          STATION DESCRIPTION
 RD3150
 RD3150'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (WMS)
 RD3150'STATION IS LOCATED ON THE ROOF OF THE NW ELEVATOR SHAFT OF FEDERAL
 RD3150'BUILDING WHICH IS AT SW HAWTHORNE AND BROADWAY STATION IN DOWNTOWN
 RD3150'PORTLAND, OREGON.
 RD3150'
 RD3150'STATION MARK IS A STANDARD DISK SET IN A DRILL HOLE IN CONCRETE
 RD3150'ROOF, AND STAMPED FEDERAL 1938.
 RD3150
 RD3150                          STATION RECOVERY (1941)
 RD3150
 RD3150'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (LAM)
 RD3150'DESCRIPTION OF THIS STATION IS IN ERROR IN SEVERAL PLACES.  STATION
 RD3150'NOT VISITED BY ME IN 1941, BUT INSTRUMENT STAND HAS BEEN VISIBLE
 RD3150'FROM MY OFFICE AND I KNOW LOCATION OF DISK.  FOLLOWING IS
 RD3150'SUGGESTED--
 RD3150'
 RD3150'IN PORTLAND, AT SE CORNER OF SOUTHWEST BROADWAY AND SOUTHWEST MAIN
 RD3150'STREET, ON TOP OF W PENTHOUSE OF UNITED STATES COURTHOUSE.
 RD3150'STATION IS MARKED BY DISK STAMPED FEDERAL 1938 SET IN CONCRETE
 RD3150'ROOF OF PENTHOUSE, NEAR S SIDE.  PENTHOUSE IS ABOVE W ELEVATOR SHAFT
 RD3150'OF BUILDING, WHICH IS IN BUSINESS SECTION OF CITY, AND IS NOT FAR
 RD3150'FROM NW CORNER OF STRUCTURE.
 RD3150
 RD3150                          STATION RECOVERY (1958)
 RD3150
 RD3150'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (ANS)
 RD3150'STATION RECOVERED IN GOOD CONDITION, ON ROOF OF U.S. COURTHOUSE IN
 RD3150'PORTLAND, SW BROADWAY AND SW MAIN ST.  MARKED BY STANDARD DISK
 RD3150'STAMPED FEDERAL 1938, SET IN DRILL HOLE IN CONCRETE ROOF OVER WEST
 RD3150'ELEVATOR SHAFT, 1.70 METER FROM SOUTH EDGE OF ROOF AND 0.92 METERS
 RD3150'FROM EAST EDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1784 ***********************************************************************
 RD1784  DESIGNATION -  FEEDLOT
 RD1784  PID         -  RD1784
 RD1784  STATE/COUNTY-  OR/POLK
 RD1784  USGS QUAD   -  SHERIDAN (1992)
 RD1784
 RD1784                         *CURRENT SURVEY CONTROL
 RD1784  ___________________________________________________________________
 RD1784* NAD 83(1991)-  45 01 30.23649(N)    123 27 40.64973(W)     ADJUSTED  
 RD1784* NAVD 88     -       204.     (meters)     669.     (feet)  VERTCON   
 RD1784  ___________________________________________________________________
 RD1784  LAPLACE CORR-          -5.78  (seconds)                    DEFLEC99
 RD1784  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 RD1784  HORZ ORDER  -  SECOND
 RD1784
 RD1784.The horizontal coordinates were established by classical geodetic methods
 RD1784.and adjusted by the National Geodetic Survey in October 1991.
 RD1784
 RD1784.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD1784.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD1784
 RD1784.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1784
 RD1784.The geoid height was determined by GEOID03.
 RD1784
 RD1784;                    North         East     Units Scale Factor Converg.
 RD1784;SPC OR N     -   155,223.274 2,266,689.479   MT  0.99989771   -2 06 00.4
 RD1784;SPC OR N     -   509,262.71  7,436,645.27   iFT  0.99989771   -2 06 00.4
 RD1784;UTM  10      - 4,985,838.377   463,659.022   MT  0.99961624   -0 19 34.8
 RD1784
 RD1784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1784!SPC OR N     -   0.99997137  x   0.99989771  =   0.99986909
 RD1784!UTM  10      -   0.99997137  x   0.99961624  =   0.99958762
 RD1784
 RD1784                          SUPERSEDED SURVEY CONTROL
 RD1784
 RD1784  NAD 83(1986)-  45 01 30.26407(N)    123 27 40.66496(W) AD(       ) 2
 RD1784  NAD 27      -  45 01 30.84763(N)    123 27 36.27692(W) AD(       ) 2
 RD1784  NGVD 29 (07/19/86)  203.     (m)          666.     (f) VERT ANG    3  
 RD1784
 RD1784.Superseded values are not recommended for survey control.
 RD1784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1784.See file dsdata.txt to determine how the superseded data were derived.
 RD1784
 RD1784_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ6365985838(NAD 83)
 RD1784
 RD1784  HISTORY     - Date     Condition        Report By
 RD1784  HISTORY     - 1975     MONUMENTED       OR-053
 RD1784
 RD1784                          STATION DESCRIPTION
 RD1784
 RD1784'DESCRIBED BY POLK COUNTY OREGON 1975
 RD1784'THE STATION IS LOCATED IN POLK COUNTY, OREGON, IN THE SOUTHEAST
 RD1784'QUARTER OF THE NORTHEAST QUARTER OF SECTION 30, TOWNSHIP 6 SOUTH,
 RD1784'RANGE 6 WEST OF THE WILLAMETTE MERIDIAN.
 RD1784'
 RD1784'TO REACH THE STATION, START AT THE COMMUNITY OF BUELL AND THE
 RD1784'INTERSECTION OF STATE HIGHWAY 22 AND COUNTY ROAD 667.  GO NORTHWEST
 RD1784'ON STATE HIGHWAY 22 FOR 1.0 MILE TURN LEFT (WEST) ON COUNTY ROAD
 RD1784'6612 AND GO 0.75 MILES.  THE STATION IS LOCATED ON THE LEFT SIDE
 RD1784'(SOUTH) OF THE ROAD.
 RD1784'
 RD1784'THE STATION IS A CONCRETE MONUMENT WITH POLK COUNTY BRASS CAP
 RD1784'SET FLUSH WITH THE GROUND STAMPED FEEDLOT 30AD 66 1972, WITH A
 RD1784'5/8 X 30 IN REBAR UNDERGROUND STATION.  IT IS LOCATED 15 FEET
 RD1784'SOUTH OF THE CENTER OF THE ROAD.
 RD1784'
 RD1784'R.M. 1 IS A 5/8 IN X 30 IN IRON ROD WITH ALUMINUM CAP SET 1 FOOT
 RD1784'SOUTH OF A EAST-WEST FENCE AND 16 FEET NORTH OF THE CENTERLINE OF
 RD1784'THE ROAD.
 RD1784'
 RD1784'R.M. 2 IS A 5/8 IN X 30 IN IRON ROD WITH ALUMINUM CAP SET 1 FOOT
 RD1784'SOUTH OF AN EAST-WEST FENCE AND 16 FEET NORTH OF THE CENTERLINE OF
 RD1784'THE ROAD.
 RD1784'
 RD1784'HEIGHT OF LIGHT ABOVE STATION MARK 2.94 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3673 ***********************************************************************
 RD3673  DESIGNATION -  FENCE
 RD3673  PID         -  RD3673
 RD3673  STATE/COUNTY-  OR/MULTNOMAH
 RD3673  USGS QUAD   -  LINNTON (1990)
 RD3673
 RD3673                         *CURRENT SURVEY CONTROL
 RD3673  ___________________________________________________________________
 RD3673* NAD 83(1991)-  45 36 35.75080(N)    122 46 06.21558(W)     ADJUSTED  
 RD3673* NAVD 88     -        20.     (meters)      66.     (feet)  SCALED    
 RD3673  ___________________________________________________________________
 RD3673  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 RD3673  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 RD3673  HORZ ORDER  -  THIRD
 RD3673
 RD3673.The horizontal coordinates were established by classical geodetic methods
 RD3673.and adjusted by the National Geodetic Survey in October 1991.
 RD3673
 RD3673.The orthometric height was scaled from a topographic map.
 RD3673
 RD3673.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3673
 RD3673.The geoid height was determined by GEOID03.
 RD3673
 RD3673;                    North         East     Units Scale Factor Converg.
 RD3673;SPC OR N     -   218,425.074 2,323,088.776   MT  0.99992421   -1 36 31.4
 RD3673;SPC OR N     -   716,617.70  7,621,682.34   iFT  0.99992421   -1 36 31.4
 RD3673;SPC WA S     -    33,288.833   323,066.227   MT  1.00005811   -1 38 51.9
 RD3673;SPC WA S     -   109,215.11  1,059,926.45   sFT  1.00005811   -1 38 51.9
 RD3673;UTM  10      - 5,050,735.695   518,059.450   MT  0.99960401   +0 09 55.8
 RD3673
 RD3673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3673!SPC OR N     -   1.00000044  x   0.99992421  =   0.99992465
 RD3673!SPC WA S     -   1.00000044  x   1.00005811  =   1.00005855
 RD3673!UTM  10      -   1.00000044  x   0.99960401  =   0.99960445
 RD3673
 RD3673                          SUPERSEDED SURVEY CONTROL
 RD3673
 RD3673  NAD 83(1986)-  45 36 35.77006(N)    122 46 06.21783(W) AD(       ) 3
 RD3673  NAD 27      -  45 36 36.34800(N)    122 46 01.85600(W) AD(       ) 3
 RD3673
 RD3673.Superseded values are not recommended for survey control.
 RD3673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3673.See file dsdata.txt to determine how the superseded data were derived.
 RD3673
 RD3673_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1805950736(NAD 83)
 RD3673_MARKER: Z = SEE DESCRIPTION
 RD3673_SETTING: 0 = UNSPECIFIED SETTING
 RD3673_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD3673
 RD3673  HISTORY     - Date     Condition        Report By
 RD3673  HISTORY     - 1938     MONUMENTED       CGS
 RD3673  HISTORY     - 1942     SEE DESCRIPTION  CGS
 RD3673  HISTORY     - 1960     SEE DESCRIPTION  CGS
 RD3673  HISTORY     - 19941031 MARK NOT FOUND   USPSQD
 RD3673
 RD3673                          STATION DESCRIPTION
 RD3673
 RD3673'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (WMS)
 RD3673'STATION IS LOCATED ABOUT 1-3/4 MILES N OF ST. JOHNS, AT THE
 RD3673'INTERSECTION OF THE E AND N BOUNDARY LINES OF PORTLAND, TERMINAL
 RD3673'NO.4 PROPERTY ABOUT 1/2 MILE E OF THE WILLAMETTE RIVER.
 RD3673'
 RD3673'STATION MARK IS A STANDARD DISK SET IN TOP OF AN IRON PIPE MARKING
 RD3673'THE CORNER OF THE PROPERTY STAMPED, FENCE 1938.  THE STATION IS ON
 RD3673'THE PROLONGATION OF N BURGARD STREET.  STATION WAS NOT OCCUPIED.
 RD3673
 RD3673                          STATION RECOVERY (1942)
 RD3673
 RD3673'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (GEB)
 RD3673'STATION WAS NOT SEARCHED FOR AS ENGINEER OF THE PORT TERMINAL, WHO
 RD3673'WAS THERE WHEN MARK WAS PUT IN, STATES THAT IT HAS BEEN DESTROYED
 RD3673'BY IMPROVEMENTS MADE IN THE LAST YEAR OR SO.
 RD3673'
 RD3673'THIS STATION CAN BE CONSIDERED DESTROYED.
 RD3673
 RD3673                          STATION RECOVERY (1960)
 RD3673
 RD3673'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ANS)
 RD3673'STATION WAS NOT RECOVERED.  THERE HAS BEEN HEAVY CONSTRUCTION WORK
 RD3673'IN THIS AREA.
 RD3673'
 RD3673'THIS STATION SHOULD BE CONSIDERED DESTROYED.
 RD3673
 RD3673                          STATION RECOVERY (1994)
 RD3673
 RD3673'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD3673'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0335 ***********************************************************************
 NW0335  DESIGNATION -  FENCE
 NW0335  PID         -  NW0335
 NW0335  STATE/COUNTY-  OR/MALHEUR
 NW0335  USGS QUAD   -  HOPPIN SPRINGS (1982)
 NW0335
 NW0335                         *CURRENT SURVEY CONTROL
 NW0335  ___________________________________________________________________
 NW0335* NAD 83(1991)-  42 03 21.37535(N)    117 30 56.90324(W)     ADJUSTED  
 NW0335* NAVD 88     -      1958.0    (meters)    6424.     (feet)  VERTCON   
 NW0335  ___________________________________________________________________
 NW0335  LAPLACE CORR-           4.68  (seconds)                    DEFLEC99
 NW0335  GEOID HEIGHT-         -17.98  (meters)                     GEOID03
 NW0335  HORZ ORDER  -  THIRD
 NW0335
 NW0335.The horizontal coordinates were established by classical geodetic methods
 NW0335.and adjusted by the National Geodetic Survey in October 1991.
 NW0335
 NW0335.The NAVD 88 height was computed by applying the VERTCON shift value to
 NW0335.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NW0335
 NW0335.The Laplace correction was computed from DEFLEC99 derived deflections.
 NW0335
 NW0335.The geoid height was determined by GEOID03.
 NW0335
 NW0335;                    North         East     Units Scale Factor Converg.
 NW0335;SPC OR S     -    47,644.261 1,746,993.875   MT  1.00008136   +2 02 29.9
 NW0335;SPC OR S     -   156,313.19  5,731,607.20   iFT  1.00008136   +2 02 29.9
 NW0335;SPC NV W     - 4,811,462.081   888,359.610   MT  0.99999604   +0 42 54.5
 NW0335;SPC NV W     -15,785,605.18  2,914,559.82   sFT  0.99999604   +0 42 54.5
 NW0335;UTM  11      - 4,656,115.634   457,319.509   MT  0.99962241   -0 20 43.9
 NW0335
 NW0335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NW0335!SPC OR S     -   0.99969583  x   1.00008136  =   0.99977716
 NW0335!SPC NV W     -   0.99969583  x   0.99999604  =   0.99969187
 NW0335!UTM  11      -   0.99969583  x   0.99962241  =   0.99931835
 NW0335
 NW0335|---------------------------------------------------------------------|
 NW0335| PID    Reference Object                     Distance      Geod. Az  |
 NW0335|                                                           dddmmss.s |
 NW0335| CD6515 FENCE RM 2                            8.000 METERS 00158     |
 NW0335| CD6513 FENCE AZ MK                                        2730724.7 |
 NW0335| CD6514 FENCE RM 1                            9.218 METERS 28122     |
 NW0335|---------------------------------------------------------------------|
 NW0335
 NW0335                          SUPERSEDED SURVEY CONTROL
 NW0335
 NW0335  NAD 83(1986)-  42 03 21.38471(N)    117 30 56.90507(W) AD(       ) 3
 NW0335  NAD 27      -  42 03 21.80200(N)    117 30 53.41000(W) AD(       ) 3
 NW0335  NGVD 29 (07/19/86) 1956.7    (m)         6420.     (f) VERT ANG    3  
 NW0335
 NW0335.Superseded values are not recommended for survey control.
 NW0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0335.See file dsdata.txt to determine how the superseded data were derived.
 NW0335
 NW0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG5732056116(NAD 83)
 NW0335_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NW0335_SETTING: 66 = SET IN ROCK OUTCROP
 NW0335
 NW0335  HISTORY     - Date     Condition        Report By
 NW0335  HISTORY     - 1956     MONUMENTED       CGS
 NW0335
 NW0335                          STATION DESCRIPTION
 NW0335
 NW0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 NW0335'THE STATION IS LOCATED ON A LOW, ROCKY RISE OF A LARGE MESA WHICH
 NW0335'IS 8 MILES, AIR LINE, NORTHEAST OF MC DERMITT, NEVADA AND 5 MILES,
 NW0335'AIR LINE, NORTH OF THE NEVADA-OREGON STATE LINE.
 NW0335'
 NW0335'TO REACH THE STATION FROM THE POST OFFICE IN MC DERMITT, NEVADA,
 NW0335'GO SOUTH ON U.S. HIGHWAY 95 FOR 2.6 MILES TO A GRAVELED ROAD
 NW0335'LEFT.  TURN LEFT, EAST, AND FOLLOW THE GRAVEL ROAD FOR 4.85
 NW0335'MILES TO THE ENTRANCE TO THE INDIAN MISSION ON THE RIGHT AND A
 NW0335'TRACK ROAD LEFT.  TURN LEFT, NORTHEAST, AND GO 0.35 MILE TO A
 NW0335'ROAD LEFT, JUST AFTER PASSING A HOUSE.  TURN LEFT, NORTH, AND GO
 NW0335'1.35 MILES TO A CROSSROAD.  CONTINUE STRAIGHT AHEAD, NORTH, TO
 NW0335'CANYON, THEN EAST UP CANYON, THENCE NORTH ALONG TOP OF MESA
 NW0335'FOR A TOTAL DISTANCE OF 9.2 MILES TO A ROAD RIGHT.  TURN
 NW0335'RIGHT, EAST, AND GO 1.2 MILES TO THE AZIMUTH MARK ON THE LEFT.
 NW0335'CONTINUE EAST ON THE ROAD FOR 0.75 MILE TO A GATE IN THE CORNER
 NW0335'OF A FENCE.  PASS THROUGH THE GATE, TURN LEFT, NORTH, ACROSS
 NW0335'COUNTRY AND ALONG FENCE FOR 0.2 MILE TO THE STATION.  THIS
 NW0335'IS A DRIVE STATION.
 NW0335'
 NW0335'THE STATION MARK, A STANDARD DISK STAMPED FENCE 1956, IS SET IN A
 NW0335'DRILL HOLE IN BEDROCK WHICH IS FLUSH WITH THE GROUND.  THE MARK
 NW0335'IS 53 FEET EAST OF A WIRE FENCE.
 NW0335'
 NW0335'REFERENCE MARK 1, A STANDARD DISK STAMPED FENCE NO 1 1956, IS
 NW0335'SET IN A DRILL HOLE IN A FLAT BOULDER THAT PROJECTS 10 INCHES
 NW0335'ABOVE THE GROUND.
 NW0335'
 NW0335'REFERENCE MARK 2, A STANDARD DISK STAMPED FENCE NO 2 1956, IS
 NW0335'SET IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 8 INCHES ABOVE
 NW0335'THE GROUND.
 NW0335'
 NW0335'THE AZIMUTH MARK, A STANDARD DISK STAMPED FENCE 1956, IS SET
 NW0335'IN A DRILL HOLE IN A LARGE FLAT OUTCROP OF ROCK.  THE MARK IS 34
 NW0335'FEET NORTH OF THE ROAD AND 3.8 FEET NORTH OF A WHITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0672 ***********************************************************************
 PA0672  DESIGNATION -  FENCE
 PA0672  PID         -  PA0672
 PA0672  STATE/COUNTY-  OR/HARNEY
 PA0672  USGS QUAD   -  STINKINGWATER PASS (1978)
 PA0672
 PA0672                         *CURRENT SURVEY CONTROL
 PA0672  ___________________________________________________________________
 PA0672* NAD 83(1991)-  43 40 05.00936(N)    118 34 57.20739(W)     ADJUSTED  
 PA0672* NAVD 88     -      1454.3    (meters)    4771.     (feet)  VERTCON   
 PA0672  ___________________________________________________________________
 PA0672  LAPLACE CORR-           2.21  (seconds)                    DEFLEC99
 PA0672  GEOID HEIGHT-         -18.52  (meters)                     GEOID03
 PA0672  HORZ ORDER  -  SECOND
 PA0672
 PA0672.The horizontal coordinates were established by classical geodetic methods
 PA0672.and adjusted by the National Geodetic Survey in October 1991.
 PA0672
 PA0672.The NAVD 88 height was computed by applying the VERTCON shift value to
 PA0672.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PA0672
 PA0672.The Laplace correction was computed from DEFLEC99 derived deflections.
 PA0672
 PA0672.The geoid height was determined by GEOID03.
 PA0672
 PA0672;                    North         East     Units Scale Factor Converg.
 PA0672;SPC OR S     -   224,093.448 1,654,621.638   MT  0.99993257   +1 18 42.5
 PA0672;SPC OR S     -   735,214.72  5,428,548.68   iFT  0.99993257   +1 18 42.5
 PA0672;UTM  11      - 4,836,222.663   372,413.827   MT  0.99980022   -1 05 34.3
 PA0672
 PA0672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PA0672!SPC OR S     -   0.99977490  x   0.99993257  =   0.99970749
 PA0672!UTM  11      -   0.99977490  x   0.99980022  =   0.99957517
 PA0672
 PA0672|---------------------------------------------------------------------|
 PA0672| PID    Reference Object                     Distance      Geod. Az  |
 PA0672|                                                           dddmmss.s |
 PA0672| CD6516 FENCE RM 1                           11.380 METERS 04506     |
 PA0672| CD6517 FENCE RM 2                            9.201 METERS 15334     |
 PA0672| PA0676 HORTON                              APPROX. 8.2 KM 2304453.0 |
 PA0672|---------------------------------------------------------------------|
 PA0672
 PA0672                          SUPERSEDED SURVEY CONTROL
 PA0672
 PA0672  NAD 83(1986)-  43 40 05.01413(N)    118 34 57.20428(W) AD(       ) 2
 PA0672  NAD 27      -  43 40 05.44548(N)    118 34 53.46477(W) AD(       ) 2
 PA0672  NGVD 29 (07/19/86) 1453.1    (m)         4767.     (f) VERT ANG    3  
 PA0672
 PA0672.Superseded values are not recommended for survey control.
 PA0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0672.See file dsdata.txt to determine how the superseded data were derived.
 PA0672
 PA0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ7241436223(NAD 83)
 PA0672_MARKER: DD = SURVEY DISK
 PA0672_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PA0672_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 PA0672
 PA0672  HISTORY     - Date     Condition        Report By
 PA0672  HISTORY     - 1968     MONUMENTED       USGS
 PA0672
 PA0672                          STATION DESCRIPTION
 PA0672
 PA0672'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JJW)
 PA0672'LOCATED ABOUT 26.5 MI. (AIRLINE) SW. OF JUNTURA.  ABOUT 13
 PA0672'MI. S. OF PINE CREEK SCHOOL.  ABOUT 2 MI. NE. OF BUCHANAN.  100
 PA0672'FT. S. OF HIGHWAY 20.  ON A SAGE-COVERED TOP.
 PA0672'
 PA0672'TO REACH FROM BURNS POST OFFICE GO E. ALONG HIGHWAYS 395 AND 20
 PA0672'THREE MI. TO JUNCTION.  TAKE HIGHWAY 20 FOR 24 MI. TO TOP OF
 PA0672'RIDGE AND DIRT RD. RIGHT.  TURN RIGHT AND FOLLOW RD. BACK ALONG
 PA0672'HIGHWAY FOR 500 FT. AND GATE.  PASS THROUGH GATE AND TURN LEFT
 PA0672'ALONG FENCE FOR 300 FT. AND STATION.
 PA0672'
 PA0672'STATION MARK--A STANDARD USGS TABLET STAMPED FENCE 1968 ON A
 PA0672'COPPER WELD ROD WITH A CONCRETE POST POURED ABOUT IT, PROJECTING
 PA0672'0.3 FT. ABOVE GROUND.
 PA0672'
 PA0672'REFERENCE MARK NO. 1--A STANDARD USGS REFERENCE MARK TABLET
 PA0672'STAMPED 1 1968 ON A COPPER WELD ROD WITH A CONCRETE POST POURED
 PA0672'AROUND IT, 0.3 FT. BELOW STATION.
 PA0672'
 PA0672'REFERENCE MARK NO. 2--A STANDARD REFERENCE MARK TABLET STAMPED 2
 PA0672'1968 ON A COPPER WELD ROD WITH A CONCRETE POST POURED AROUND IT,
 PA0672'0.3 FT. BELOW STATION MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0993 ***********************************************************************
 OA0993  DESIGNATION -  FENCE
 OA0993  PID         -  OA0993
 OA0993  STATE/COUNTY-  OR/CURRY
 OA0993  USGS QUAD   -  BROOKINGS (1986)
 OA0993
 OA0993                         *CURRENT SURVEY CONTROL
 OA0993  ___________________________________________________________________
 OA0993* NAD 83(1991)-  42 03 18.88028(N)    124 16 34.91481(W)     ADJUSTED  
 OA0993* NAVD 88     -        53.     (meters)     174.     (feet)  SCALED    
 OA0993  ___________________________________________________________________
 OA0993  LAPLACE CORR-          11.02  (seconds)                    DEFLEC99
 OA0993  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 OA0993  HORZ ORDER  -  THIRD
 OA0993
 OA0993.The horizontal coordinates were established by classical geodetic methods
 OA0993.and adjusted by the National Geodetic Survey in October 1991.
 OA0993
 OA0993.The orthometric height was scaled from a topographic map.
 OA0993
 OA0993.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA0993
 OA0993.The geoid height was determined by GEOID03.
 OA0993
 OA0993;                    North         East     Units Scale Factor Converg.
 OA0993;SPC OR S     -    50,213.598 1,187,476.461   MT  1.00008159   -2 35 00.9
 OA0993;SPC OR S     -   164,742.78  3,895,920.15   iFT  1.00008159   -2 35 00.9
 OA0993;SPC CA 1     -   804,708.040 1,811,562.840   MT  1.00012196   -1 29 18.5
 OA0993;SPC CA 1     - 2,640,112.96  5,943,435.75   sFT  1.00012196   -1 29 18.5
 OA0993;UTM  10      - 4,656,698.054   394,385.034   MT  0.99973725   -0 51 18.2
 OA0993
 OA0993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA0993!SPC OR S     -   0.99999607  x   1.00008159  =   1.00007766
 OA0993!SPC CA 1     -   0.99999607  x   1.00012196  =   1.00011803
 OA0993!UTM  10      -   0.99999607  x   0.99973725  =   0.99973332
 OA0993
 OA0993:                Primary Azimuth Mark                     Grid Az
 OA0993:SPC OR S     -  PINE HILL                                116 31 53.1
 OA0993:SPC CA 1     -  PINE HILL                                115 26 10.7
 OA0993:UTM  10      -  PINE HILL                                114 48 10.4
 OA0993
 OA0993|---------------------------------------------------------------------|
 OA0993| PID    Reference Object                     Distance      Geod. Az  |
 OA0993|                                                           dddmmss.s |
 OA0993| OA0949 PINE HILL                           APPROX. 3.0 KM 1135652.2 |
 OA0993|---------------------------------------------------------------------|
 OA0993
 OA0993                          SUPERSEDED SURVEY CONTROL
 OA0993
 OA0993  NAD 83(1986)-  42 03 18.87027(N)    124 16 34.91863(W) AD(       ) 3
 OA0993  NAD 27      -  42 03 19.48000(N)    124 16 30.55000(W) AD(       ) 3
 OA0993
 OA0993.Superseded values are not recommended for survey control.
 OA0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0993.See file dsdata.txt to determine how the superseded data were derived.
 OA0993
 OA0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCM9438556698(NAD 83)
 OA0993
 OA0993  HISTORY     - Date     Condition        Report By
 OA0993  HISTORY     - 1870     MONUMENTED       CGS
 OA0993  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OA0993
 OA0993                          STATION DESCRIPTION
 OA0993
 OA0993'DESCRIBED BY COAST AND GEODETIC SURVEY 1870 (AWC)
 OA0993'STATION IS ON MILLERS FARM ABOUT 55 METERS W OF THE NE CORNER OF
 OA0993'THE ORCHARD FENCE ON A BENCH ABOUT 160 FEET ABOVE THE SEA.
 OA0993'
 OA0993'THE STATION IS MARKED BY A BOTTLE BURIED 3 FEET BELOW THE
 OA0993'SURFACE, AND AT THE SURFACE THERE ARE THREE STUBS WITH A COPPER
 OA0993'TACK IN THE TOP OF EACH, DISTANT 3 FEET AND BEARING N, S AND E
 OA0993'(MAGNETIC).
 OA0993
 OA0993                          STATION RECOVERY (1934)
 OA0993
 OA0993'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (LAM)
 OA0993'STATION RECOVERED AS DESCRIBED.  MARK IN GOOD CONDITION.  STATION
 OA0993'IS ABOUT 0.25 MILE E OF THE MAIN PART OF BROOKINGS AND 2 OR 3
 OA0993'HUNDRED FEET N OF THE OREGON COAST HIGHWAY.  THE STATION IS ON
 OA0993'THE OLD MILLER FARM.  IT IS ON A BENCH AT AN ELEVATION OF ABOUT
 OA0993'180 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1519 ***********************************************************************
 OA1519  DESIGNATION -  FENCE
 OA1519  PID         -  OA1519
 OA1519  STATE/COUNTY-  OR/COOS
 OA1519  USGS QUAD   -  EMPIRE (1970)
 OA1519
 OA1519                         *CURRENT SURVEY CONTROL
 OA1519  ___________________________________________________________________
 OA1519* NAD 83(1991)-  43 23 01.00354(N)    124 18 36.12093(W)     ADJUSTED  
 OA1519* NAVD 88     -        19.     (meters)      62.     (feet)  SCALED    
 OA1519  ___________________________________________________________________
 OA1519  LAPLACE CORR-          16.27  (seconds)                    DEFLEC99
 OA1519  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 OA1519  HORZ ORDER  -  THIRD
 OA1519
 OA1519.The horizontal coordinates were established by classical geodetic methods
 OA1519.and adjusted by the National Geodetic Survey in October 1991.
 OA1519
 OA1519.The orthometric height was scaled from a topographic map.
 OA1519
 OA1519.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1519
 OA1519.The geoid height was determined by GEOID03.
 OA1519
 OA1519;                    North         East     Units Scale Factor Converg.
 OA1519;SPC OR S     -   197,744.083 1,191,402.723   MT  0.99990163   -2 36 23.8
 OA1519;SPC OR S     -   648,766.68  3,908,801.58   iFT  0.99990163   -2 36 23.8
 OA1519;UTM  10      - 4,804,249.029   393,887.460   MT  0.99973851   -0 53 59.7
 OA1519
 OA1519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1519!SPC OR S     -   1.00000112  x   0.99990163  =   0.99990275
 OA1519!UTM  10      -   1.00000112  x   0.99973851  =   0.99973963
 OA1519
 OA1519:                Primary Azimuth Mark                     Grid Az
 OA1519:SPC OR S     -  CAPE ARAGO LIGHTHOUSE                    230 58 29.1
 OA1519:UTM  10      -  CAPE ARAGO LIGHTHOUSE                    229 16 05.0
 OA1519
 OA1519|---------------------------------------------------------------------|
 OA1519| PID    Reference Object                     Distance      Geod. Az  |
 OA1519|                                                           dddmmss.s |
 OA1519| OA1565 CAPE ARAGO LIGHTHOUSE               APPROX. 7.1 KM 2282205.3 |
 OA1519|---------------------------------------------------------------------|
 OA1519
 OA1519                          SUPERSEDED SURVEY CONTROL
 OA1519
 OA1519  NAD 83(1986)-  43 23 00.99996(N)    124 18 36.16887(W) AD(       ) 3
 OA1519  NAD 27      -  43 23 01.59000(N)    124 18 31.74700(W) AD(       ) 3
 OA1519
 OA1519.Superseded values are not recommended for survey control.
 OA1519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1519.See file dsdata.txt to determine how the superseded data were derived.
 OA1519
 OA1519_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCP9388704249(NAD 83)
 OA1519
 OA1519  HISTORY     - Date     Condition        Report By
 OA1519  HISTORY     - 1928     MONUMENTED       CGS
 OA1519  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OA1519
 OA1519                          STATION DESCRIPTION
 OA1519
 OA1519'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (GLB)
 OA1519'STATION IS LOCATED ON THE HIGHEST PART OF THE LARGE BARE SAND
 OA1519'DUNE E BY N OF EMPIRE NAVAL RADIO COMPASS STATION.  STATION IS AT
 OA1519'THE N END OF A BOARD FENCE WIND-BREAK.
 OA1519'
 OA1519'TEMPORARY STATION MARKED BY A 2 BY 4 INCH STAKE.
 OA1519
 OA1519                          STATION RECOVERY (1934)
 OA1519
 OA1519'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (LAM)
 OA1519'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2482 ***********************************************************************
 RD2482  DESIGNATION -  FENTON
 RD2482  PID         -  RD2482
 RD2482  STATE/COUNTY-  OR/CLACKAMAS
 RD2482  USGS QUAD   -  OREGON CITY (1985)
 RD2482
 RD2482                         *CURRENT SURVEY CONTROL
 RD2482  ___________________________________________________________________
 RD2482* NAD 83(1991)-  45 15 45.05810(N)    122 36 09.53927(W)     ADJUSTED  
 RD2482* NAVD 88     -       170.     (meters)     558.     (feet)  SCALED    
 RD2482  ___________________________________________________________________
 RD2482  LAPLACE CORR-           2.72  (seconds)                    DEFLEC99
 RD2482  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 RD2482  HORZ ORDER  -  SECOND
 RD2482
 RD2482.The horizontal coordinates were established by classical geodetic methods
 RD2482.and adjusted by the National Geodetic Survey in October 1991.
 RD2482
 RD2482.The orthometric height was scaled from a topographic map.
 RD2482
 RD2482.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2482
 RD2482.The geoid height was determined by GEOID03.
 RD2482
 RD2482;                    North         East     Units Scale Factor Converg.
 RD2482;SPC OR N     -   179,480.293 2,335,007.320   MT  0.99989592   -1 29 28.2
 RD2482;SPC OR N     -   588,846.11  7,660,785.17   iFT  0.99989592   -1 29 28.2
 RD2482;UTM  10      - 5,012,190.075   531,173.935   MT  0.99961195   +0 16 56.1
 RD2482
 RD2482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2482!SPC OR N     -   0.99997693  x   0.99989592  =   0.99987285
 RD2482!UTM  10      -   0.99997693  x   0.99961195  =   0.99958889
 RD2482
 RD2482|---------------------------------------------------------------------|
 RD2482| PID    Reference Object                     Distance      Geod. Az  |
 RD2482|                                                           dddmmss.s |
 RD2482| CE2530 FENTON RM 1                          24.347 METERS 09100     |
 RD2482| CE2532 FENTON RM 3                          79.906 METERS 20306     |
 RD2482| CE2531 FENTON RM 2                          50.607 METERS 21504     |
 RD2482| RD2526 CANBY MUNICIPAL TANK                APPROX. 7.5 KM 2704959.4 |
 RD2482| CE2528 FENTON AZ MK                                       2900427.7 |
 RD2482| CE2529 FENTON AZ MK 2                                     2901407.7 |
 RD2482|---------------------------------------------------------------------|
 RD2482
 RD2482                          SUPERSEDED SURVEY CONTROL
 RD2482
 RD2482  NAD 83(1986)-  45 15 45.07825(N)    122 36 09.54872(W) AD(       ) 2
 RD2482  NAD 27      -  45 15 45.64018(N)    122 36 05.22633(W) AD(       ) 2
 RD2482
 RD2482.Superseded values are not recommended for survey control.
 RD2482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2482.See file dsdata.txt to determine how the superseded data were derived.
 RD2482
 RD2482_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER3117412190(NAD 83)
 RD2482_MARKER: Z = SEE DESCRIPTION
 RD2482_SETTING: 0 = UNSPECIFIED SETTING
 RD2482
 RD2482  HISTORY     - Date     Condition        Report By
 RD2482  HISTORY     - 1946     MONUMENTED       CGS
 RD2482  HISTORY     - 1950     SEE DESCRIPTION  CGS
 RD2482  HISTORY     - 1967     SEE DESCRIPTION  CGS
 RD2482  HISTORY     - 1969     SEE DESCRIPTION  CGS
 RD2482
 RD2482                          STATION DESCRIPTION
 RD2482
 RD2482'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 RD2482'STATION IS LOCATED ABOUT 125 FEET W OF THE HIGHEST PART OF A
 RD2482'GRASSY KNOLL, ABOUT 4.5 MILES E OF CANBY, 6.5 MILES S OF OREGON
 RD2482'CITY, AND 275 FEET N OF A GRAVEL ROAD.
 RD2482'
 RD2482'STATION MARK IS A BRONZE STATION DISK SET IN CONCRETE, STAMPED
 RD2482'FENTON 1946 AND IS 14 INCHES BELOW THE SURFACE OF THE
 RD2482'GROUND.  UNDERGROUND MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 RD2482'
 RD2482'REFERENCE MARK 1 IS E OF THE STATION, 1.5 FEET N OF A WITNESS POST,
 RD2482'AND 2 FEET HIGHER THAN THE STATION.  IT IS A BRONZE REFERENCE DISK
 RD2482'SET IN CONCRETE, STAMPED FENTON NO 1 1946 AND PROJECTS 3 INCHES.
 RD2482'
 RD2482'REFERENCE MARK 2 IS SSW OF THE STATION, AT THE BRUSH LINE, 110
 RD2482'FEET N OF A GRAVEL ROAD.  IT IS A BRONZE REFERENCE DISK SET IN
 RD2482'CONCRETE, STAMPED FENTON NO 2 1946 AND PROJECTS 3 INCHES.
 RD2482'
 RD2482'THE AZIMUTH MARK IS LOCATED AT A Y-INTERSECTION NW OF THE STATION,
 RD2482'4.5 FEET E OF A HIGHWAY SIGNPOST, 16.5 FEET NW OF THE CENTER LINE
 RD2482'OF A GRAVEL ROAD, AND 1 FOOT SE OF A FENCE.  IT IS A BRONZE AZIMUTH
 RD2482'DISK SET IN CONCRETE, STAMPED FENTON 1946 AND PROJECTS 2 INCHES.
 RD2482'
 RD2482'TO REACH THE STATION FROM THE EVERSOLE GARAGE AT THE CAUTION
 RD2482'LIGHT IN CANBY, GO 0.2 MILE SE, TURN LEFT AS PER SIGN UNION HALL
 RD2482'4, MULINO 7 AND GO 3.1 MILES TO A CROSSROADS, TURN LEFT 0.5 MILE
 RD2482'TO A T-ROAD RIGHT.  TURN RIGHT 0.35 MILE TO A Y-INTERSECTION AND
 RD2482'THE AZIMUTH MARK ON THE LEFT.  TAKE RIGHT FORK 1.2 MILES TO THE
 RD2482'TOP OF THE HILL AND THE STATION TO THE LEFT.
 RD2482
 RD2482                          STATION RECOVERY (1950)
 RD2482
 RD2482'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (WHB)
 RD2482'THE STATION WAS FOUND AS DESCRIBED, DISTANCES AND DIRECTIONS
 RD2482'CHECKED.  REFERENCE MARK 2 WAS DESTROYED, AND REFERENCE MARK 3 WAS
 RD2482'ESTABLISHED.  A REVISED DESCRIPTION WITH CHANGES IN THE GENERAL
 RD2482'DISTANCES FOLLOWS--
 RD2482'
 RD2482'THE STATION IS LOCATED ABOUT 8 MILES S OF OREGON CITY, 4.5 MILES
 RD2482'E OF CANBY, ON THE FARM OF AND ABOUT 1/2 MILE W OF THE HOME OF
 RD2482'CARL F. SCHMEISER, 325 FEET N OF A GRAVEL ROAD, AND 80 FEET W OF
 RD2482'THE APPARENT HIGHEST PART OF THE FIELD.
 RD2482'
 RD2482'STATION MARK IS A BRONZE STATION DISK, STAMPED FENTON 1946, SET
 RD2482'IN CONCRETE 14 INCHES BELOW THE SURFACE OF THE GROUND.  UNDERGROUND
 RD2482'MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 RD2482'
 RD2482'REFERENCE MARK, A BRONZE REFERENCE DISK STAMPED FENTON NO 1 1946
 RD2482'SET IN CONCRETE PROJECTING 3 INCHES, IS E OF THE STATION, AND 2-3
 RD2482'FEET HIGHER THAN THE STATION.
 RD2482'
 RD2482'REFERENCE MARK 3 IS A BRONZE REFERENCE DISK STAMPED FENTON NO 3
 RD2482'1946 SET IN A 3-1/2-INCH GALVANIZED IRON PIPE PROJECTING 6
 RD2482'INCHES.  IT IS S OF THE STATION, IN THE EDGE OF A NARROW STRIP OF
 RD2482'WOODS, 12 FEET S OF THE EDGE OF THE FIELD, 63 FEET N OF THE
 RD2482'CENTER OF A GRAVEL ROAD, 6 FEET NE OF TWO FIR TREES 16 INCHES IN
 RD2482'DIAMETER AND 3 FEET APART.  THE PIPE WITH WELDED FOOT PIECE IS
 RD2482'SET 2-1/2 FEET IN THE GROUND IN CONCRETE WITH ROCKS TAMPED
 RD2482'ABOUT PIPE.
 RD2482'
 RD2482'THE AZIMUTH MARK IS A BRONZE AZIMUTH MARK DISK STAMPED FENTON 1946
 RD2482'SET IN CONCRETE PROJECTING 2 INCHES.  IT IS AT A Y-INTERSECTION,
 RD2482'NW OF THE STATION, 16.5 FEET NW OF THE CENTER LINE OF A GRAVEL
 RD2482'ROAD, 4.5 FEET E OF A HIGHWAY SIGNPOST, AND 1 FOOT SE OF A WIRE
 RD2482'FENCE.
 RD2482'
 RD2482'TO REACH THE STATION FROM THE EVERSOLE GARAGE AT THE CAUTION
 RD2482'LIGHT IN CANBY, GO 0.2 MILE SE, TURN LEFT AS PER ROAD SIGN UNION
 RD2482'HALL 4, MULINO 7 AND GO 3.1 MILES TO A CROSSROAD, TURN LEFT FOR
 RD2482'0.5 MILE TO A T-ROAD RIGHT.  TURN RIGHT FOR 0.35 MILE TO A
 RD2482'Y-INTERSECTION AND THE AZIMUTH MARK ON THE LEFT.  TAKE RIGHT FORK
 RD2482'FOR 1.2 MILES TO THE TOP OF THE HILL AND THE STATION TO THE
 RD2482'LEFT.
 RD2482
 RD2482                          STATION RECOVERY (1967)
 RD2482
 RD2482'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JCL)
 RD2482'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 3 AND
 RD2482'THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  PREVIOUS
 RD2482'DESCRIPTIONS ARE INADEQUATE.  A NEW AND COMPLETE DESCRIPTION
 RD2482'FOLLOWS.
 RD2482'
 RD2482'THE STATION IS 4-1/2 MILES EAST OF CANBY AND 2-1/2 MILES WEST OF
 RD2482'CARUS SCHOOL DIST. NO 29 ON PASTURE LAND OWNED BY MR. EDWARD
 RD2482'CAMPBELL, COUNTRY SQUIRE REALTY INC. OF OREGON CITY.
 RD2482'
 RD2482'TO REACH THE STATION FROM THE CANBY RAILROAD DEPOT GO EAST 0.05
 RD2482'MILE TO U.S. HIGHWAY 99 E, TURN LEFT AND GO NORTH ON THE HIGHWAY
 RD2482'FOR 0.15 MILE TO IVY STREET, TURN RIGHT AND GO SOUTHEAST ON IVY
 RD2482'STREET FOR 0.2 MILE TO A SIDE ROAD LEFT AND SIGN, MULINO 7, TURN
 RD2482'LEFT AND GO EAST ON THE MACADAM FOR 3.0 MILES TO THE OREGON
 RD2482'CITY-MULINO ROAD, TURN LEFT AND GO NORTH ON THE OREGON
 RD2482'CITY-MULINO ROAD FOR 0.5 MILE TO A SIDE ROAD RIGHT, TURN RIGHT,
 RD2482'EAST, FOR 0.35 MILE TO A FORK AND THE AZIMUTH MARK ON THE LEFT.
 RD2482'TAKE RIGHT FORK AND GO SOUTHEAST ON THE MACADAM ROAD FOR 1.2
 RD2482'MILES TO THE STATION ON THE LEFT.
 RD2482'
 RD2482'THE STATION MARK, STAMPED FENTON 1946, IS A STANDARD DISK SET
 RD2482'IN CONCRETE 15-INCHES BELOW THE SURFACE, 340 FEET NORTH OF THE
 RD2482'CENTER OF THE ROAD, 80 FEET WEST OF A METAL WITNESS POST AND 100
 RD2482'FEET WEST AND 3 FEET LOWER THAN THE HIGHEST PART OF THE HILL.
 RD2482'(NOTE 1A AND 7A)
 RD2482'
 RD2482'REFERENCE MARK NO. 1, STAMPED FENTON NO 1 1946, IS A STANDARD
 RD2482'DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 1
 RD2482'INCH, 325 FEET NORTH OF THE FENCE AND 1 FOOT SOUTH OF A METAL
 RD2482'WITNESS POST.  (NOTE 11A)
 RD2482'
 RD2482'REFERENCE MARK NO. 3, STAMPED FENTON NO 3 1946, IS A STANDARD
 RD2482'DISK SET IN CONCRETE IN THE TOP OF A 4-INCH IRON PIPE THAT PROJECTS
 RD2482'4 INCHES, 51.5 FEET NORTH OF THE PASTURE FENCE, 14 FEET SOUTHEAST
 RD2482'OF A PINE TREE WITH A MULTIPLE TRUNK AND 5 FEET NORTHEAST OF A
 RD2482'PINE TREE WITH A TRIANGLE BLAZE.
 RD2482'
 RD2482'THE AZIMUTH MARK, STAMPED FENTON 1946, IS A STANDARD DISK SET
 RD2482'IN AN 8-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 1 INCH, 17
 RD2482'FEET NORTH OF THE CENTER OF THE CANBY-CARUS ROAD, 6 FEET WEST OF
 RD2482'A ROAD SIGN, 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE AND 0.5 FOOT
 RD2482'EAST OF A METAL WITNESS POST.  (NOTE 16A)
 RD2482'
 RD2482'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RD2482'4-1/2 MILES EAST.
 RD2482
 RD2482                          STATION RECOVERY (1969)
 RD2482
 RD2482'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (NET)
 RD2482'THE STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 RD2482'CONDITION.  THE AZIMUTH MARK HAD BEEN DESTROYED BY HIGHWAY
 RD2482'CONSTRUCTION.  A NEW AZIMUTH MARK WAS ESTABLISHED.  A NEW AND
 RD2482'COMPLETE DESCRIPTION FOLLOWS.
 RD2482'
 RD2482'THE STATION IS 4-1/2 MILES EAST OF CANBY, ON PASTURE LAND OWNED
 RD2482'BY MR. EDWARD CAMPBELL.
 RD2482'
 RD2482'TO REACH THE STATION FROM THE STOPLIGHT, AT THE INTERSECTION
 RD2482'OF U.S. HIGHWAY 99E AND IVY STREET IN CANBY, GO SOUTHEAST ON IVY
 RD2482'STREET FOR 0.2 MILE TO TOWNSHIP ROAD ON THE LEFT AND SIGN, MULINO
 RD2482'7, TURN LEFT AND GO EAST ON TOWNSHIP ROAD FOR 0.9 MILE TO THE
 RD2482'RAILROAD CROSSING, CONTINUE EAST ON THE MACADAM ROAD FOR 2.1
 RD2482'MILES TO A CROSSROAD, TURN LEFT AND GO NORTH ON THE OREGON
 RD2482'CITY-MULINO ROAD FOR 0.5 MILE TO A SIDE ROAD RIGHT, TURN RIGHT
 RD2482'AND GO EAST, TOWARD CARUS FOR 0.35 MILE TO A FORK AND THE
 RD2482'AZIMUTH MARK ON THE LEFT.  TAKE THE RIGHT FORK AND GO SOUTHEAST
 RD2482'ON THE MACADAM ROAD FOR 1.2 MILES TO THE SUMMIT OF THE GRADE
 RD2482'AND THE STATION ON THE LEFT.
 RD2482'
 RD2482'THE STATION MARK, STAMPED FENTON 1946, IS A STANDARD DISK SET
 RD2482'IN A SQUARE CONCRETE MONUMENT THAT IS 15 INCHES BELOW THE
 RD2482'SURFACE.  IT IS 335 FEET NORTH OF THE CENTER OF THE MACADAM ROAD,
 RD2482'100 FEET WEST OF THE HIGHEST PART OF THE HILL AND 80 FEET WEST
 RD2482'OF A METAL WITNESS POST.  (NOTE 1A AND 7A)
 RD2482'
 RD2482'REFERENCE MARK NO. 1, STAMPED FENTON NO 1 1946, IS A STANDARD
 RD2482'DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2
 RD2482'INCHES, 325 FEET NORTH OF THE PASTURE FENCE AND 1 FOOT SOUTH OF
 RD2482'A METAL WITNESS POST.  (NOTE 11A)
 RD2482'
 RD2482'REFERENCE MARK NO. 3, STAMPED FENTON NO 3 1946, IS A STANDARD
 RD2482'DISK SET IN CONCRETE IN A 4-INCH IRON PIPE THAT PROJECTS 4 INCHES,
 RD2482'72 FEET NORTH OF THE CENTER OF THE MACADAM ROAD, 52 FEET NORTH OF
 RD2482'THE PASTURE FENCE, 14 FEET SOUTHEAST OF A PINE TREE WITH A
 RD2482'MULTIPLE TRUNK AND 5 FEET NORTHEAST OF A 2-FOOT PINE TREE WITH
 RD2482'A TRIANGLE BLAZE.
 RD2482'
 RD2482'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 3 IS 301.47 FEET.
 RD2482'
 RD2482'THE AZIMUTH MARK, STAMPED FENTON 1946 AZ 2, IS A STANDARD DISK
 RD2482'SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES,
 RD2482'48 FEET NORTHWEST OF THE CENTER OF THE Y INTERSECTION AND 1 FOOT
 RD2482'SOUTHEAST OF THE RIGHT-OF-WAY FENCE LINE.  (NOTE 16A)
 RD2482'
 RD2482'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RD2482'4-1/2 MILES EAST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1636 ***********************************************************************
 OA1636  DESIGNATION -  FER
 OA1636  PID         -  OA1636
 OA1636  STATE/COUNTY-  OR/CURRY
 OA1636  USGS QUAD   -  BROOKINGS (1986)
 OA1636
 OA1636                         *CURRENT SURVEY CONTROL
 OA1636  ___________________________________________________________________
 OA1636* NAD 83(1991)-  42 06 16.08514(N)    124 20 47.25362(W)     ADJUSTED  
 OA1636* NAVD 88     -        69.     (meters)     226.     (feet)  SCALED    
 OA1636  ___________________________________________________________________
 OA1636  LAPLACE CORR-          13.90  (seconds)                    DEFLEC99
 OA1636  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 OA1636  HORZ ORDER  -  THIRD
 OA1636
 OA1636.The horizontal coordinates were established by classical geodetic methods
 OA1636.and adjusted by the National Geodetic Survey in May 1992.
 OA1636
 OA1636.The orthometric height was scaled from a topographic map.
 OA1636
 OA1636.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1636
 OA1636.The geoid height was determined by GEOID03.
 OA1636
 OA1636;                    North         East     Units Scale Factor Converg.
 OA1636;SPC OR S     -    55,939.731 1,181,930.719   MT  1.00006547   -2 37 53.6
 OA1636;SPC OR S     -   183,529.30  3,877,725.46   iFT  1.00006547   -2 37 53.6
 OA1636;UTM  10      - 4,662,252.466   388,670.963   MT  0.99975250   -0 54 10.3
 OA1636
 OA1636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1636!SPC OR S     -   0.99999355  x   1.00006547  =   1.00005902
 OA1636!UTM  10      -   0.99999355  x   0.99975250  =   0.99974605
 OA1636
 OA1636|---------------------------------------------------------------------|
 OA1636| PID    Reference Object                     Distance      Geod. Az  |
 OA1636|                                                           dddmmss.s |
 OA1636| CS6812 FER RM 1                                           15752     |
 OA1636| OA1006 FERRELO                             478.216 METERS 2353757.0 |
 OA1636| OA1635 TEMP NO 1                           127.278 METERS 25001     |
 OA1636| CS6813 FER RM 2                                           27005     |
 OA1636|---------------------------------------------------------------------|
 OA1636
 OA1636                          SUPERSEDED SURVEY CONTROL
 OA1636
 OA1636.No superseded survey control is available for this station.
 OA1636
 OA1636_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCM8867162252(NAD 83)
 OA1636_MARKER: DD = SURVEY DISK
 OA1636_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 OA1636_SP_SET: SURROUNDED BY MASS OF CONCRETE
 OA1636_STAMPING: FER 1990
 OA1636_MARK LOGO: NOS   
 OA1636_MAGNETIC: N = NO MAGNETIC MATERIAL
 OA1636_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OA1636
 OA1636  HISTORY     - Date     Condition        Report By
 OA1636  HISTORY     - 1990     MONUMENTED       NOSPMC
 OA1636
 OA1636                          STATION DESCRIPTION
 OA1636
 OA1636'DESCRIBED BY PACIFIC MARINE CENTER 1990
 OA1636'THE STATION IS LOCATED ON A TREELESS GRASSY BENCH IN THE CAPE FERRELO
 OA1636'STATE PARK NEAR BROOKINGS.
 OA1636'TO REACH THE STATION FROM THE BROOKINGS POST OFFICE, PROCEED NORTH ON
 OA1636'CENTER ST FOR 0.1 MILE, (0.2 KM) TURN LEFT ONTO U.S. 101 AND PROCEED
 OA1636'NORTHWEST FOR 5.3 MILES, (8.5 KM) TURN LEFT INTO THE CAPE FERRELO
 OA1636'VIEWPOINT AND PROCEED SOUTHWEST FOR 0.15 MILE (0.24 KM) AND THE END
 OA1636'OF VEHICULAR TRAVEL AT THE VIEWPOINT PARKING LOT.  HIKE SOUTHWEST ON
 OA1636'A TRAIL FOR 0.2 MILES (0.3 KM) TO THE JUNCTION OF A SECOND TRAIL
 OA1636'WHICH LEADS WEST TOWARD THE END OF CAPE FERRELO.  THE STATION IS 21
 OA1636'METERS (68.9 FT) EAST OF THE JUCTION OF THE TRAILS AND NEARLY ON THE
 OA1636'LINE BETWEEN FERRELO AND RED MOUND.
 OA1636'THE STATION IS A STANDARD BRASS DISK STAMPED ---FER 1990--- WHICH IS
 OA1636'SET IN A ROUND MASS OF CONCRETE.
 OA1636'REFERENCE MARK 1 IS 0.56 METERS (1.84 FT) EAST OF A WITNESS POST AND
 OA1636'2.7 METERS (8.9 FT) NORTH OF THE EDGE OF A BLUFF.  THE AZIMUTH TO RM
 OA1636'1 IS 157,52,25.9 AND THE DISTANCE IS 18.043 METERS.
 OA1636'(59.196 FT) REFERENCE MARK 2 IS 0.46 METERS (1.51 FT) SOUTH OF A
 OA1636'WITNESS POST AND 6.0 METERS (19.7 FT) EAST OF THE TRAIL CENTERLINE.
 OA1636'THE AZIMUTH TO RM 2 IS 270,04,27.5 AND THE DISTANCE IS 15.078
 OA1636'METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0885 ***********************************************************************
 NY0885  DESIGNATION -  FERGUSON
 NY0885  PID         -  NY0885
 NY0885  STATE/COUNTY-  OR/KLAMATH
 NY0885  USGS QUAD   -  FERGUSON MOUNTAIN (1988)
 NY0885
 NY0885                         *CURRENT SURVEY CONTROL
 NY0885  ___________________________________________________________________
 NY0885* NAD 83(1994)-  42 28 53.40985(N)    121 11 32.42121(W)     ADJUSTED  
 NY0885* NAVD 88     -      1761.9    (meters)    5781.     (feet)  VERTCON   
 NY0885  ___________________________________________________________________
 NY0885  LAPLACE CORR-           2.39  (seconds)                    DEFLEC99
 NY0885  GEOID HEIGHT-         -21.80  (meters)                     GEOID03
 NY0885  HORZ ORDER  -  SECOND
 NY0885
 NY0885.The horizontal coordinates were established by classical geodetic methods
 NY0885.and adjusted by the National Geodetic Survey in June 1998.
 NY0885
 NY0885.The NAVD 88 height was computed by applying the VERTCON shift value to
 NY0885.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NY0885
 NY0885.The Laplace correction was computed from DEFLEC99 derived deflections.
 NY0885
 NY0885.The geoid height was determined by GEOID03.
 NY0885
 NY0885;                    North         East     Units Scale Factor Converg.
 NY0885;SPC OR S     -    90,750.552 1,443,076.214   MT  0.99996598   -0 28 25.2
 NY0885;SPC OR S     -   297,738.03  4,734,502.01   iFT  0.99996598   -0 28 25.2
 NY0885;UTM  10      - 4,704,822.296   648,574.474   MT  0.99987160   +1 13 15.7
 NY0885
 NY0885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NY0885!SPC OR S     -   0.99972718  x   0.99996598  =   0.99969317
 NY0885!UTM  10      -   0.99972718  x   0.99987160  =   0.99959881
 NY0885
 NY0885|---------------------------------------------------------------------|
 NY0885| PID    Reference Object                     Distance      Geod. Az  |
 NY0885|                                                           dddmmss.s |
 NY0885| CD6519 FERGUSON RM 1                         3.649 METERS 12901     |
 NY0885| CD6518 FERGUSON AZ MK                                     2655937.4 |
 NY0885| CD6520 FERGUSON RM 2                         4.434 METERS 32205     |
 NY0885|---------------------------------------------------------------------|
 NY0885
 NY0885                          SUPERSEDED SURVEY CONTROL
 NY0885
 NY0885  NAD 83(1991)-  42 28 53.40985(N)    121 11 32.42121(W) AD(       ) 2
 NY0885  NAD 83(1986)-  42 28 53.41369(N)    121 11 32.42556(W) AD(       ) 2
 NY0885  NAD 27      -  42 28 53.87600(N)    121 11 28.44100(W) AD(       ) 2
 NY0885  NGVD 29 (07/19/86) 1760.7    (m)         5777.     (f) VERT ANG    3  
 NY0885
 NY0885.Superseded values are not recommended for survey control.
 NY0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0885.See file dsdata.txt to determine how the superseded data were derived.
 NY0885
 NY0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFN4857404822(NAD 83)
 NY0885_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NY0885_SETTING: 80 = SET IN A BOULDER
 NY0885_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 NY0885
 NY0885  HISTORY     - Date     Condition        Report By
 NY0885  HISTORY     - 1948     MONUMENTED       CGS
 NY0885  HISTORY     - 1967     SEE DESCRIPTION  CGS
 NY0885  HISTORY     - 1979     GOOD             NGS
 NY0885
 NY0885                          STATION DESCRIPTION
 NY0885
 NY0885'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MTP)
 NY0885'THE STATION IS LOCATED ABOUT 10 MILES NORTHWEST OF BLY, 4-1/2
 NY0885'MILES NORTHEAST OF BEATTY, 3 MILES NORTH OF STATE HIGHWAY NO. 66,
 NY0885'AT THE NORTH END AND HIGHEST POINT OF FERGUSON MOUNTAIN.  THE
 NY0885'STATION MARK IS A STANDARD DISK SET IN A SMALL BOULDER PROJECTING
 NY0885'1 FOOT ABOVE THE SURFACE.  IT IS STAMPED FERGUSON 1948.
 NY0885'
 NY0885'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A 3 X 3 X 3 FOOT
 NY0885'BOULDER ABOUT 3 FEET LOWER THAN STATION ELEVATION.  IT IS STAMPED
 NY0885'FERGUSON NO 1 1948.
 NY0885'
 NY0885'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A BOULDER FORMING
 NY0885'THE TIP OF THE PEAK, ABOUT 4 FEET HIGHER THAN THE STATION MARK
 NY0885'AND STAMPED FERGUSON NO 2 1948.
 NY0885'
 NY0885'THE AZIMUTH MARK IS A STANDARD DISK SET IN A 20 X 20 X 8 FOOT
 NY0885'BOULDER 100 YARDS SOUTH OF MAIN ROAD, 103 FEET SOUTH OF TRACK
 NY0885'ROAD AT A POINT 63 FEET EAST OF A Y-INTERSECTION AND 48 FEET SOUTH
 NY0885'OF A WITNESS POST.  IT IS STAMPED FERGUSON 1948.
 NY0885'
 NY0885'TO REACH THE STATION FROM THE POST OFFICE IN BEATTY, GO WEST ON
 NY0885'STATE HIGHWAY NO. 66 FOR .2 MILE TO T-INTERSECTION, AND SIGN DAY
 NY0885'SCHOOL, TURN RIGHT ON GRAVEL ROAD FOR 2.8 MILES TO CROSS ROAD,
 NY0885'HERE TURN RIGHT, GOING 1.6 MILES TO FORK RIGHT, TAKE RIGHT FORK
 NY0885'FOLLOWING SAME FOR .2 MILE TO AZIMUTH MARK IN A GROUP OF LARGE
 NY0885'BOULDERS ON RIGHT.  RETURN TO MAIN ROAD THENCE RIGHT FOR 1.8
 NY0885'MILES TO RAILROAD TRACK, CROSS TRACK, GOING TO THE SECOND ROAD
 NY0885'RIGHT LEADING THROUGH TIMBER.  FOLLOW THIS DIM ROAD FOR ABOUT
 NY0885'1/2 MILE TO END OF TRUCK TRAVEL.  PACK SOUTHEASTERLY UP
 NY0885'STEEP GRADE TO HIGHEST POINT OF MOUNTAIN AND STATION SITE.
 NY0885
 NY0885                          STATION RECOVERY (1967)
 NY0885
 NY0885'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 NY0885'THE STATION MARK, STAMPED FERGUSON 1948, REFERENCE MARK NO. 1,
 NY0885'STAMPED FERGUSON NO 1 1948, REFERENCE MARK NO. 2, STAMPED FERGUSON
 NY0885'NO 2 1948 AND THE AZIMUTH MARK, STAMPED FERGUSON 1948 WERE
 NY0885'RECOVERED AS DESCRIBED.  THE FOLLOWING IS AN ALTERNATE TO REACH.
 NY0885'
 NY0885'TO REACH THE STATION FROM THE BEATTY POST OFFICE GO WEST ON
 NY0885'STATE HIGHWAY 140 FOR 0.05 MILE TO A CROSSROAD, TURN RIGHT AND GO
 NY0885'NORTH ON THE MACADAM ROAD FOR 2.5 MILES TO A SIDE ROAD RIGHT AND
 NY0885'SIGN, HORSE GLADES, TURN RIGHT AND GO EAST ON THE GRAVELED ROAD
 NY0885'FOR 1.4 MILES TO A FORK.  THE AZIMUTH MARK IS 200 FEET SOUTH OF
 NY0885'THIS FORK AND ABOUT 6 FEET HIGHER THAN THE ROAD IS AT THE FORK.
 NY0885'TAKE THE LEFT FORK AND GO NORTHEAST ON THE GRAVELED ROAD FOR
 NY0885'2.2 MILES TO A FORK JUST AFTER YOU CROSS THE RAILROAD TRACKS,
 NY0885'TAKE THE RIGHT FORK AND GO SOUTHWEST ALONG THE POWER LINE FOR 0.5
 NY0885'MILE TO A TRACK ROAD LEFT, TURN LEFT AND GO SOUTHEAST ON
 NY0885'THE TRACK ROAD FOR 1.0 MILE TO A FORK, TAKE THE LEFT FORK AND GO
 NY0885'NORTHEAST ON THE TRACK ROAD FOR 0.3 MILE TO THE END OF TRUCK
 NY0885'TRAVEL AT THE BASE OF THE HILL.  PACK EAST UP THE HILL TO THE
 NY0885'SUMMIT AND STATION.  LENGTH OF PACK IS 1/2 HOUR.
 NY0885
 NY0885                          STATION RECOVERY (1979)
 NY0885
 NY0885'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 NY0885'THE STATION, AZIMUTH MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED
 NY0885'IN GOOD CONDITION.  THE 1967 RECOVERY NOTE BY H.J.S. IS ADEQUATE FOR
 NY0885'RECOVERY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 DF9367 ***********************************************************************
 DF9367  DESIGNATION -  FERGUSON SCHOOL
 DF9367  PID         -  DF9367
 DF9367  STATE/COUNTY-  OR/KLAMATH
 DF9367  USGS QUAD   -  ALTAMONT (1995)
 DF9367
 DF9367                         *CURRENT SURVEY CONTROL
 DF9367  ___________________________________________________________________
 DF9367* NAD 83(2007)-  42 12 00.56953(N)    121 43 05.02531(W)     ADJUSTED  
 DF9367* NAVD 88     -      1269.8    (meters)    4166.     (feet)  GPS OBS   
 DF9367  ___________________________________________________________________
 DF9367  EPOCH DATE  -        2007.00
 DF9367  X           -  -2,488,335.851 (meters)                     COMP
 DF9367  Y           -  -4,026,119.564 (meters)                     COMP
 DF9367  Z           -   4,262,937.547 (meters)                     COMP
 DF9367  LAPLACE CORR-           3.83  (seconds)                    DEFLEC99
 DF9367  ELLIP HEIGHT-        1247.055 (meters)          (02/10/07) ADJUSTED
 DF9367  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 DF9367
 DF9367  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DF9367  Type    PID    Designation                      North   East  Ellip
 DF9367  -------------------------------------------------------------------
 DF9367  NETWORK DF9367 FERGUSON SCHOOL                   0.49   0.37   1.12
 DF9367  -------------------------------------------------------------------
 DF9367
 DF9367.The horizontal coordinates were established by GPS observations
 DF9367.and adjusted by the National Geodetic Survey in February 2007.
 DF9367
 DF9367.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DF9367.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DF9367.The horizontal coordinates are valid at the epoch date displayed above.
 DF9367.The epoch date for horizontal control is a decimal equivalence
 DF9367.of Year/Month/Day.
 DF9367
 DF9367.The orthometric height was determined by GPS observations and a
 DF9367.high-resolution geoid model.
 DF9367
 DF9367.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9367
 DF9367.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF9367
 DF9367.The ellipsoidal height was determined by GPS observations
 DF9367.and is referenced to NAD 83.
 DF9367
 DF9367.The geoid height was determined by GEOID03.
 DF9367
 DF9367;                    North         East     Units Scale Factor Converg.
 DF9367;SPC OR S     -    59,995.163 1,399,399.369   MT  1.00003619   -0 50 00.0
 DF9367;SPC OR S     -   196,834.52  4,591,205.28   iFT  1.00003619   -0 50 00.0
 DF9367;UTM  10      - 4,672,795.321   605,834.527   MT  0.99973782   +0 51 40.3
 DF9367
 DF9367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9367!SPC OR S     -   0.99980445  x   1.00003619  =   0.99984064
 DF9367!UTM  10      -   0.99980445  x   0.99973782  =   0.99954232
 DF9367
 DF9367                          SUPERSEDED SURVEY CONTROL
 DF9367
 DF9367  NAD 83(1998)-  42 12 00.56747(N)    121 43 05.02564(W) AD(       ) 1
 DF9367
 DF9367.Superseded values are not recommended for survey control.
 DF9367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9367.See file dsdata.txt to determine how the superseded data were derived.
 DF9367
 DF9367_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM0583572795(NAD 83)
 DF9367_MARKER: DD = SURVEY DISK
 DF9367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9367_STAMPING: FERGUSON SCHOOL 2003
 DF9367_MARK LOGO: OR-035
 DF9367_PROJECTION: FLUSH
 DF9367_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF9367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF9367+STABILITY: SURFACE MOTION
 DF9367_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9367+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2003
 DF9367
 DF9367  HISTORY     - Date     Condition        Report By
 DF9367  HISTORY     - 20030401 MONUMENTED       OR-035
 DF9367
 DF9367                          STATION DESCRIPTION
 DF9367
 DF9367'DESCRIBED BY KLAMATH COUNTY OREGON 2003 (MM)
 DF9367'THE STATION IS LOCATED ABOUT 6.0 KM (3.7 MI) SOUTHEAST OF KLAMATH
 DF9367'FALLS IN THE NORTHWEST
 DF9367'CORNER OF THE GRAVEL PARKING LOT BEHIND FERGUSON SCHOOL.  OWNERSHIP --
 DF9367'KLAMATH
 DF9367'COUNTY SCHOOL DISTRICT, 5536 SUMMERS LANE, KLAMATH FALLS, OR 97603.
 DF9367'PHONE 541-883-5011.
 DF9367' 
 DF9367'TO REACH THE STATION FROM STATE HIGHWAYS 39 AND 140 EAST ON THE
 DF9367'SOUTHEAST SIDE OF
 DF9367'KLAMATH FALLS, GO NORTHWEST ON HIGHWAY 39 (SOUTH SIXTH STREET) TO THE
 DF9367'INTERSECTION OF
 DF9367'MADISON STREET.  TURN LEFT, SOUTH, ON MADISON STREET FOR 0.72 KM (0.45
 DF9367'MI) TO THE
 DF9367'INTERSECTION OF MARYLAND AVENUE.  TURN RIGHT, WEST, INTO GRAVEL
 DF9367'PARKING LOT DIRECTLY
 DF9367'ACROSS FROM MARYLAND AVENUE.  GRAVEL PARKING LOT ADJOINS GRASS
 DF9367'PLAYGROUND BEHIND
 DF9367'FERGUSON SCHOOL.
 DF9367' 
 DF9367'THE STATION IS A BRASS KLAMATH COUNTY SURVEY DISK SET IN A 30 CM ROUND
 DF9367'CONCRETE
 DF9367'MONUMENT FLUSH WITH THE GROUND.  IT IS 24.1 M (79.2 FT)
 DF9367'NORTH-NORTHWEST FROM THE
 DF9367'NORTHERLY POST OF THE GATE IN THE FENCE, 17.1 M (56.2 FT)
 DF9367'WEST-SOUTHWEST FROM THE
 DF9367'CENTER OF A SEWER MAN HOLE COVER IN THE SIDEWALK, AND 0.7 M (2.4 FT)
 DF9367'EAST FROM THE
 DF9367'CORNER OF THE CHAIN LINK FENCE.
 DF9367'
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1335 ***********************************************************************
 OA1335  DESIGNATION -  FERN
 OA1335  PID         -  OA1335
 OA1335  STATE/COUNTY-  OR/COOS
 OA1335  USGS QUAD   -  NORTH BEND (1971)
 OA1335
 OA1335                         *CURRENT SURVEY CONTROL
 OA1335  ___________________________________________________________________
 OA1335* NAD 83(1991)-  43 24 02.30918(N)    124 12 39.99854(W)     ADJUSTED  
 OA1335* NAVD 88     -         3.9    (meters)      13.     (feet)  VERTCON   
 OA1335  ___________________________________________________________________
 OA1335  LAPLACE CORR-          16.55  (seconds)                    DEFLEC99
 OA1335  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 OA1335  HORZ ORDER  -  THIRD
 OA1335
 OA1335.The horizontal coordinates were established by classical geodetic methods
 OA1335.and adjusted by the National Geodetic Survey in October 1991.
 OA1335
 OA1335.The NAVD 88 height was computed by applying the VERTCON shift value to
 OA1335.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OA1335
 OA1335.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1335
 OA1335.The geoid height was determined by GEOID03.
 OA1335
 OA1335;                    North         East     Units Scale Factor Converg.
 OA1335;SPC OR S     -   199,274.221 1,199,493.564   MT  0.99990279   -2 32 20.2
 OA1335;SPC OR S     -   653,786.81  3,935,346.34   iFT  0.99990279   -2 32 20.2
 OA1335;UTM  10      - 4,806,019.153   401,927.740   MT  0.99971831   -0 49 56.0
 OA1335
 OA1335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1335!SPC OR S     -   1.00000340  x   0.99990279  =   0.99990619
 OA1335!UTM  10      -   1.00000340  x   0.99971831  =   0.99972171
 OA1335
 OA1335:                Primary Azimuth Mark                     Grid Az
 OA1335:SPC OR S     -  NORTH BEND RADIO STA KBBR MAST           004 29 01.4
 OA1335:UTM  10      -  NORTH BEND RADIO STA KBBR MAST           002 46 37.2
 OA1335
 OA1335|---------------------------------------------------------------------|
 OA1335| PID    Reference Object                     Distance      Geod. Az  |
 OA1335|                                                           dddmmss.s |
 OA1335| OA1382 NORTH BEND RADIO STA KBBR MAST      APPROX. 3.6 KM 0015641.2 |
 OA1335| OA1356 MAX                                 APPROX. 1.1 KM 0934153.1 |
 OA1335|---------------------------------------------------------------------|
 OA1335
 OA1335                          SUPERSEDED SURVEY CONTROL
 OA1335
 OA1335  NAD 83(1986)-  43 24 02.30645(N)    124 12 40.04488(W) AD(       ) 3
 OA1335  NAD 27      -  43 24 02.90026(N)    124 12 35.64658(W) AD(       ) 3
 OA1335  NGVD 29 (07/19/86)    2.8    (m)            9.     (f) VERT ANG    3  
 OA1335
 OA1335.Superseded values are not recommended for survey control.
 OA1335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1335.See file dsdata.txt to determine how the superseded data were derived.
 OA1335
 OA1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP0192806019(NAD 83)
 OA1335_MARKER: Z = SEE DESCRIPTION
 OA1335_SETTING: 0 = UNSPECIFIED SETTING
 OA1335_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OA1335
 OA1335  HISTORY     - Date     Condition        Report By
 OA1335  HISTORY     - 1965     MONUMENTED       USE
 OA1335
 OA1335                          STATION DESCRIPTION
 OA1335
 OA1335'DESCRIBED BY US ENGINEERS 1965 (HJS)
 OA1335'LOCATED ON THE NORTHERNMOST OF SEVERAL SAND ISLANDS IN COOS BAY,
 OA1335'ABOUT 3/4 MILE WEST OF PIERCE POINT AND ABOUT 1/4 MILE EAST OF THE
 OA1335'CITY OF NORTH BEND.
 OA1335'
 OA1335'THE STATION IS A U.S. CORPS OF ENGINEERS DISK STAMPED FERN 1961
 OA1335'PORTLAND DIST SET IN THE TOP OF A 2 INCH IRON PIPE, PROJECTING 8
 OA1335'INCHES.  A WHITE WOODEN DREDGING BEACON HAS BEEN BUILT OVER THE
 OA1335'STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1804 ***********************************************************************
 QE1804  DESIGNATION -  FERN
 QE1804  PID         -  QE1804
 QE1804  STATE/COUNTY-  OR/MARION
 QE1804  USGS QUAD   -  STAYTON (1986)
 QE1804
 QE1804                         *CURRENT SURVEY CONTROL
 QE1804  ___________________________________________________________________
 QE1804* NAD 83(1991)-  44 48 35.44304(N)    122 46 26.12270(W)     ADJUSTED  
 QE1804* NAVD 88     -       152.     (meters)     499.     (feet)  VERTCON   
 QE1804  ___________________________________________________________________
 QE1804  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 QE1804  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 QE1804  HORZ ORDER  -  SECOND
 QE1804
 QE1804.The horizontal coordinates were established by classical geodetic methods
 QE1804.and adjusted by the National Geodetic Survey in October 1991.
 QE1804
 QE1804.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE1804.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE1804
 QE1804.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE1804
 QE1804.The geoid height was determined by GEOID03.
 QE1804
 QE1804;                    North         East     Units Scale Factor Converg.
 QE1804;SPC OR N     -   129,562.838 2,320,155.527   MT  0.99991409   -1 36 45.5
 QE1804;SPC OR N     -   425,074.93  7,612,058.82   iFT  0.99991409   -1 36 45.5
 QE1804;UTM  10      - 4,961,851.832   517,877.167   MT  0.99960393   +0 09 33.6
 QE1804
 QE1804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE1804!SPC OR N     -   0.99997980  x   0.99991409  =   0.99989389
 QE1804!UTM  10      -   0.99997980  x   0.99960393  =   0.99958373
 QE1804
 QE1804:                Primary Azimuth Mark                     Grid Az
 QE1804:SPC OR N     -  ETZEL=ROAD 953 STA 12+21.14 PI           000 56 45.9
 QE1804:UTM  10      -  ETZEL=ROAD 953 STA 12+21.14 PI           359 10 26.8
 QE1804
 QE1804|---------------------------------------------------------------------|
 QE1804| PID    Reference Object                     Distance      Geod. Az  |
 QE1804|                                                           dddmmss.s |
 QE1804| CE1469 ETZEL=ROAD 953 STA 12+21.14 PI                     3592000.4 |
 QE1804|---------------------------------------------------------------------|
 QE1804
 QE1804                          SUPERSEDED SURVEY CONTROL
 QE1804
 QE1804  NAD 83(1986)-  44 48 35.46531(N)    122 46 26.14047(W) AD(       ) 2
 QE1804  NAD 27      -  44 48 36.02395(N)    122 46 21.82330(W) AD(       ) 2
 QE1804  NGVD 29 (07/19/86)  151.     (m)          495.     (f) VERT ANG    3  
 QE1804
 QE1804.Superseded values are not recommended for survey control.
 QE1804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1804.See file dsdata.txt to determine how the superseded data were derived.
 QE1804
 QE1804_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ1787761852(NAD 83)
 QE1804_MARKER: Z = SEE DESCRIPTION
 QE1804_SETTING: 0 = UNSPECIFIED SETTING
 QE1804
 QE1804  HISTORY     - Date     Condition        Report By
 QE1804  HISTORY     - 1972     MONUMENTED       OR-047
 QE1804
 QE1804                          STATION DESCRIPTION
 QE1804
 QE1804'DESCRIBED BY MARION COUNTY OREGON 1972 (ADG)
 QE1804'THE STATION IS LOCATED ABOUT 1.0 MILE NORTH AND 1.0 MILE EAST OF
 QE1804'THE CITY OF STAYTON AND SITUATED IN THE N.E. 1/4 OF THE S.W. 1/4
 QE1804'OF SECTION 2, TOWNSHIP 9 SOUTH, RANGE 1 WEST, WILLAMETTE MERIDIAN,
 QE1804'MARION COUNTY, OREGON.
 QE1804'
 QE1804'TO REACH THE STATION FROM THE INTERSECTION OF 1ST STREET AND
 QE1804'WASHINGTON STREET IN THE CITY OF STAYTON, GO NORTH ON 1ST STREET
 QE1804'FOR ABOUT 0.6 MILE TO A 4-WAY INTERSECTION AND 4-WAY STOP LIGHT
 QE1804'AT THE FERN RIDGE ROAD.  TURN RIGHT (EAST) ONTO FERN RIDGE ROAD
 QE1804'AND GO 1.0 MILE TO STATION MARK WITHIN THE NORTH SANTIAM HIGHWAY
 QE1804'INTERCHANGE COMPLES.  POINT IS IN LINE WITH THE CENTER STRIP OF
 QE1804'COUNTY ROAD NO. 953 TO THE NORTH.  POINT IS 98.23 FEET SOUTH OF
 QE1804'AN IRON BOLT IN FERN RIDGE ROAD.  A GEODETIC MARKER POST
 QE1804'STANDS BESIDE MARK.
 QE1804'
 QE1804'THE STATION MARK IS A MARION COUNTY BRASS DISK STAMPED MARION
 QE1804'COUNTY.  T9S, R1W.  1/4 COR.  2/11, SET IN THE TOP OF A 6 INCH
 QE1804'CYLINDRICAL CONCRETE POST STANDING 10 INCHES ABOVE THE SURFACE OF
 QE1804'THE GROUND.  THIS POINT IS SAFE FROM ALL VEHICLES EXCLUDING
 QE1804'STATE HIGHWAY MOWING MACHINES.  THERE IS NO UNDERGROUND STATION
 QE1804'MARK FOR THIS STATION.
 QE1804'
 QE1804'AZIMUTH MARK IS STATION ETZEL WHICH IS 1,319.8 FEET NORTH OF
 QE1804'STATION FERN AND IS A COUNTY MONUMENT SET FLUSH WITH THE PAVEMENT
 QE1804'AND MARKING ANGLE POINT STATION P.I. 12+21.14 OF COUNTY ROAD
 QE1804'NO. 953.  POINT IS 30 FEET WEST AND ABOUT 70 FEET NORTH OF THE
 QE1804'NORTHWEST CORNER OF A SMALL CEMETERY.  THE AZIMUTH MARK IS A
 QE1804'MARION COUNTY BRASS DISK STAMPED MARION COUNTY.  T9S,
 QE1804'R1W.  P.I. 12+21.14, SET IN THE TOP OF AN 8 INCH CYLINDRICAL
 QE1804'CONCRETE POST AND 7 INCHES BELOW THE SURFACE OF THE PAVEMENT.
 QE1804'A MARION COUNTY CAST IRON BOX ENCASES THE TOP OF THE CONCRETE
 QE1804'POST AND HAS A METAL COVER EMBOSSED WITH THE WORDS MARION
 QE1804'COUNTY MONUMENT.  THERE IS NO UNDERGROUND STATION MARK FOR
 QE1804'THIS AZIMUTH STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2104 ***********************************************************************
 QE2104  DESIGNATION -  FERN
 QE2104  PID         -  QE2104
 QE2104  STATE/COUNTY-  OR/POLK
 QE2104  USGS QUAD   -  AIRLIE NORTH (1974)
 QE2104
 QE2104                         *CURRENT SURVEY CONTROL
 QE2104  ___________________________________________________________________
 QE2104* NAD 83(1991)-  44 50 49.52981(N)    123 21 11.04928(W)     ADJUSTED  
 QE2104* NAVD 88     -       190.6    (meters)     625.     (feet)  VERTCON   
 QE2104  ___________________________________________________________________
 QE2104  LAPLACE CORR-          -8.61  (seconds)                    DEFLEC99
 QE2104  GEOID HEIGHT-         -22.01  (meters)                     GEOID03
 QE2104  HORZ ORDER  -  FIRST
 QE2104
 QE2104.The horizontal coordinates were established by classical geodetic methods
 QE2104.and adjusted by the National Geodetic Survey in October 1991.
 QE2104
 QE2104.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE2104.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE2104
 QE2104.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2104
 QE2104.The geoid height was determined by GEOID03.
 QE2104
 QE2104;                    North         East     Units Scale Factor Converg.
 QE2104;SPC OR N     -   135,152.346 2,274,514.108   MT  0.99991025   -2 01 24.1
 QE2104;SPC OR N     -   443,413.21  7,462,316.63   iFT  0.99991025   -2 01 24.1
 QE2104;UTM  10      - 4,966,025.070   472,098.827   MT  0.99960957   -0 14 56.4
 QE2104
 QE2104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2104!SPC OR N     -   0.99997356  x   0.99991025  =   0.99988382
 QE2104!UTM  10      -   0.99997356  x   0.99960957  =   0.99958314
 QE2104
 QE2104|---------------------------------------------------------------------|
 QE2104| PID    Reference Object                     Distance      Geod. Az  |
 QE2104|                                                           dddmmss.s |
 QE2104| CE1478 FERN RM 4                            13.883 METERS 03528     |
 QE2104| CE1477 FERN RM 3 AZIMUTH                                  0355847.8 |
 QE2104| CE1475 FERN RM 1                            14.848 METERS 20730     |
 QE2104| QE2103 T8S R5W SEC 30 SW COR                19.906 METERS 26804     |
 QE2104| CE1476 FERN RM 2                            10.084 METERS 30431     |
 QE2104|---------------------------------------------------------------------|
 QE2104
 QE2104                          SUPERSEDED SURVEY CONTROL
 QE2104
 QE2104  NAD 83(1986)-  44 50 49.55564(N)    123 21 11.06619(W) AD(       ) 1
 QE2104  NAD 27      -  44 50 50.13013(N)    123 21 06.69696(W) AD(       ) 1
 QE2104  NGVD 29 (07/19/86)  189.6    (m)          622.     (f) VERT ANG    3  
 QE2104
 QE2104.Superseded values are not recommended for survey control.
 QE2104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2104.See file dsdata.txt to determine how the superseded data were derived.
 QE2104
 QE2104_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ7209966025(NAD 83)
 QE2104_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QE2104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE2104_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QE2104
 QE2104  HISTORY     - Date     Condition        Report By
 QE2104  HISTORY     - 1972     MONUMENTED       NGS
 QE2104  HISTORY     - 1975     SEE DESCRIPTION  NGS
 QE2104
 QE2104                          STATION DESCRIPTION
 QE2104
 QE2104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LDF)
 QE2104'THE STATION IS LOCATED ABOUT 6 MILES WEST OF MONMOUTH, 5-1/2 MILES
 QE2104'SOUTH-SOUTHWEST OF DALLAS AND 4 MILES EAST-SOUTHEAST OF FALLS
 QE2104'CITY.  IT IS ON THE HIGHEST POINT OF THE WEST END OF AN EAST-WEST
 QE2104'RIDGE.  IT IS IN THE SW 1/4 SEC 30, R5W, T8S.  IT IS ON THE
 QE2104'PROPERTY OF MR. FRANK P. WIENS, WHO LIVES AT THE HOUSE MENTIONED
 QE2104'IN THE TO REACH.
 QE2104'
 QE2104'TO REACH THE STATION FROM THE COURTHOUSE IN DALLAS, GO SOUTH ON
 QE2104'STATE HIGHWAY 223 FOR 5.9 MILES TO A PAVED ROAD RIGHT LEADING TO
 QE2104'FALLS CITY AND A GRAVEL ROAD LEFT.  TURN LEFT AND GO EAST ON THE
 QE2104'GRAVEL ROAD FOR 0.1 MILE TO A DRIVEWAY AND MR. WIENS HOUSE ON THE
 QE2104'RIGHT.  CONTINUE FOR 0.4 MILE TO A TRACK ROAD RIGHT AND A RED
 QE2104'HOUSE ON THE LEFT JUST BEFORE REACHING A GREEN STANDPIPE.  (TO
 QE2104'REACH THE AZIMUTH MARK FROM HERE, CONTINUE FOR 0.1 MILE TO THE
 QE2104'MARK ON THE RIGHT.) TURN RIGHT AND GO SOUTH FOR 0.1 MILE TO A
 QE2104'GATE.  PASS THROUGH THE GATE AND CONTINUE DOWNHILL AND ACROSS
 QE2104'AN OPEN FIELD FOR 0.15 MILE TO A GATE.  PASS THROUGH THE GATE
 QE2104'AND GO UPHILL SOUTHERLY ACROSS AN OPEN FIELD FOR 0.1 MILE TO
 QE2104'A GATE AT THE NORTHEAST CORNER OF A FENCE.  PASS THROUGH THE
 QE2104'GATE AND GO SOUTH AND WEST ACROSS THE TOP OF THE RIDGE FOR
 QE2104'0.35 MILE TO THE WEST END OF THE RIDGE AND THE STATION.
 QE2104'
 QE2104'THE STATION MARK IS A STANDARD DISK STAMPED FERN 1972.  IT IS SET
 QE2104'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS 14
 QE2104'INCHES BELOW THE GROUND SURFACE.  THE UNDERGROUND MARK IS SET IN
 QE2104'AN IRREGULAR MASS OF CONCRETE 54 INCHES BELOW THE GROUND
 QE2104'SURFACE.  IT IS 50.6 FEET NORTH-NORTHEAST OF A WITNESS POST, 54
 QE2104'FEET NORTHEAST OF A TREE NEAR REFERENCE MARK 1, 38-1/2 FEET
 QE2104'SOUTHEAST OF A TREE NEAR REFERENCE MARK 2, 48 FEET NORTHWEST OF
 QE2104'THE SHORTER 1 OF 2 TREES, AND 36.3 FEET SOUTHEAST OF A WITNESS
 QE2104'POST.
 QE2104'
 QE2104'REFERENCE MARK 1 IS A STANDARD DISK STAMPED FERN NO 1 1972.  IT IS
 QE2104'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS
 QE2104'1 INCH BELOW THE GROUND SURFACE.  IT IS 62.4 FEET SOUTH-SOUTHEAST
 QE2104'OF A WITNESS POST, 43 FEET WEST OF THE SHORTER TREE, 6 FEET NORTH
 QE2104'OF A TREE, AND 3.7 FEET EAST OF A WITNESS POST.
 QE2104'
 QE2104'REFERENCE MARK 2 IS A STANDARD DISK STAMPED FERN NO 2 1972.  IT IS
 QE2104'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS
 QE2104'FLUSH.  IT IS 78-1/2 FEET NORTHWEST OF THE SHORTER TREE, 62.0
 QE2104'FEET NORTH-NORTHWEST OF A WITNESS POST, 5-1/2 FEET SOUTH OF A
 QE2104'TREE, AND 4.0 FEET EAST OF A WITNESS POST.
 QE2104'
 QE2104'THE POLK COUNTY MARK IS A BRASS CAP CRIMPED TO THE TOP OF A 1/2
 QE2104'INCH DIAMETER ROD WHICH PROJECTS ABOUT 2 INCHES.  IT IS IMPRINTED
 QE2104'POLK COUNTY T S R W.  IT IS 56.7 FEET NORTHWEST OF A WITNESS POST
 QE2104'AND 40.0 FEET SOUTHWEST OF A WITNESS POST.
 QE2104'
 QE2104'REFERENCE MARK 3 IS A STANDARD DISK STAMPED FERN NO 3 1972.  IT IS
 QE2104'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 QE2104'IS FLUSH.  IT IS 26 FEET SOUTH OF THE APPROXIMATE CENTER OF THE
 QE2104'ROAD, 3.2 FEET SOUTHWEST OF A WITNESS POST AND 1 FOOT SOUTH OF A
 QE2104'FENCE.
 QE2104'
 QE2104'HEIGHT OF LIGHT ABOVE STATION MARK 2.0 METERS.
 QE2104
 QE2104                          STATION RECOVERY (1975)
 QE2104
 QE2104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 QE2104'THE STATION MARK, AND THE THREE REFERENCE MARKS WERE RECOVERED IN
 QE2104'GOOD CONDITION.  LINE OF SIGHT TO REFERENCE MARK NO. 1 IS
 QE2104'OBSTRUCTED BY A SMALL SHED.  LINE OF SIGHT TO REFERENCE MARK NO. 3
 QE2104'IS OBSTRUCTED BY THE NEW DWELLING.  REFERENCE MARK NO. 4 WAS
 QE2104'ESTABLISHED.  STATION MUELLER (PCO) 1972 MAY BE USED FOR THE
 QE2104'AZIMUTH MARK.  LANDMARKS HAVE CHANGED.  THE ORIGINAL DESCRIPTION
 QE2104'IS OBSOLETE.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 QE2104'
 QE2104'THE STATION IS IN THE SW 1/4 SEC 30, R5W, T8S, ON LAND OWNED BY
 QE2104'MR. CLIFF CARLSON.
 QE2104'
 QE2104'TO REACH THE STATION FROM THE DALLAS COURT HOUSE, GO SOUTHWEST
 QE2104'ON STATE HIGHWAY 223 FOR 5.7 MILES TO THE FALLS CITY JUNCTION AT
 QE2104'A CROSSROAD, TO REACH R.M. 3, AND STATION MUELLER (PCO) 1972 FROM
 QE2104'THIS JUNCTION GO EASTERLY ON THE GRAVELED ROAD FOR 0.7 MILE TO
 QE2104'R.M. NO. 3 ON THE RIGHT, CONTINUE EAST, AND SOUTH ON THE GRAVELED
 QE2104'ROAD FOR 0.4 MILE TO STATION MUELLER (PCO) 1972 ON THE LEFT.
 QE2104'FROM THE FALLS CITY JUNCTION GO SOUTHWEST ON STATE HIGHWAY 223
 QE2104'FOR 1.0 MILE TO THE MONMOUTH JUNCTION, AT A CROSSROAD, TURN
 QE2104'LEFT, TOWARD MONMOUTH, AND GO SOUTHEAST ON THE MACADAM ROAD FOR
 QE2104'0.3 MILE TO A DRIVEWAY ON THE LEFT, TURN LEFT, AND GO NORTH,
 QE2104'AND NORTHWEST ON THE DRIVEWAY FOR 0.7 MILE TO MR. CARLSONS
 QE2104'RESIDENCE, AND THE STATION AT THE END OF THE DRIVEWAY.
 QE2104'
 QE2104'THE STATION MARK, STAMPED FERN 1972 IS A STANDARD DISK SET IN A
 QE2104'CONCRETE MONUMENT THAT IS 1-INCH BELOW THE SURFACE OF THE DRIVEWAY,
 QE2104'51.5 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE GARAGE, WHICH
 QE2104'IS ATTACHED TO THE HOUSE, 48 FEET NORTHWEST OF AN OAK TREE WITH
 QE2104'THE TOP BROKEN OUT, SHORTER OF TWO, 45 FEET SOUTH-SOUTHEAST OF
 QE2104'THE SOUTHWEST CORNER OF THE GARAGE, AND 13 FEET SOUTH OF THE
 QE2104'FENCE CORNER.  (NOTE 1B AND 7A)
 QE2104'
 QE2104'REFERENCE MARK NO. 1, STAMPED FERN NO 1 1972, IS A STANDARD DISK
 QE2104'SET IN A CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH, 39 FEET
 QE2104'SOUTH OF THE END OF THE DRIVEWAY, 4 FEET NORTH-NORTHEAST OF A
 QE2104'3-FOOT OAK TREE, AND 3.5 FEET EAST OF A METAL WITNESS
 QE2104'POST.  (NOTE 11B)
 QE2104'
 QE2104'REFERENCE MARK NO. 2, STAMPED FERN NO 2 1972, IS A STANDARD DISK
 QE2104'SET IN A CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 1-INCH, 44
 QE2104'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE GARAGE, 27 FEET
 QE2104'WEST OF THE FENCE CORNER, AND 4 FEET EAST OF A METAL WITNESS
 QE2104'POST.  (NOTE 11B)
 QE2104'
 QE2104'REFERENCE MARK NO. 4, STAMPED FERN 1972 NO 4 1975, IS A STANDARD
 QE2104'DISK CEMENTED IN A DRILL HOLE IN THE CONCRETE APPROACH TO THE
 QE2104'GARAGE, 19 FEET EAST OF THE SOUTHWEST CORNER OF THE GARAGE, 13
 QE2104'FEET WEST OF THE SOUTHEAST CORNER OF THE GARAGE, AND 1 FOOT SOUTH
 QE2104'OF THE FACE OF THE GARAGE.
 QE2104'
 QE2104'REFERENCE MARK NO. 3, STAMPED FERN NO 3 1972, IS A STANDARD DISK
 QE2104'SET IN A CYLINDRICAL CONCRETE MONUMENT THAT IS 2-INCHES BELOW THE
 QE2104'SURFACE, 100 FEET SOUTHEAST, AND ACROSS THE ROAD FROM A MOBILE
 QE2104'HOME, 24 FEET SOUTH OF THE CENTER OF THE ROAD, 3 FEET SOUTHWEST OF
 QE2104'A METAL WITNESS POST, AND 1 FOOT SOUTH OF THE FENCE.  (NOTE 11B)
 QE2104'
 QE2104'STATION MUELLER (PCO) 1972, STAMPED 29B B 85 T8S R5W, IS A POLK
 QE2104'COUNTY BRASS DISK SET IN CONCRETE FLUSH WITH THE GROUND, 46.5
 QE2104'FEET SOUTH OF THE SOUTH END OF A METAL GATE, 25 FEET EAST OF THE
 QE2104'CENTER OF THE GRAVELED ROAD, 12.5 FEET NORTH OF THE NORTH END OF
 QE2104'A BOARD GATE, 9.5 FEET EAST OF KEN ADAMS MAILBOX, 2.5 FEET WEST
 QE2104'OF THE RIGHT-OF-WAY FENCE LINE, AND 1.5 FEET WEST OF A METAL
 QE2104'WITNESS POST.
 QE2104'
 QE2104'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QE2104'5-1/2 MILES SOUTH-SOUTHWEST OF DALLAS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2248 ***********************************************************************
 QE2248  DESIGNATION -  FERN
 QE2248  PID         -  QE2248
 QE2248  STATE/COUNTY-  OR/LANE
 QE2248  USGS QUAD   -  VENETA (1984)
 QE2248
 QE2248                         *CURRENT SURVEY CONTROL
 QE2248  ___________________________________________________________________
 QE2248* NAD 83(1991)-  44 03 09.04231(N)    123 20 38.44468(W)     ADJUSTED  
 QE2248* NAVD 88     -       126.8    (meters)     416.     (feet)  VERTCON   
 QE2248  ___________________________________________________________________
 QE2248  LAPLACE CORR-          -3.18  (seconds)                    DEFLEC99
 QE2248  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 QE2248  HORZ ORDER  -  SECOND
 QE2248
 QE2248.The horizontal coordinates were established by classical geodetic methods
 QE2248.and adjusted by the National Geodetic Survey in October 1991.
 QE2248
 QE2248.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE2248.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE2248
 QE2248.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2248
 QE2248.The geoid height was determined by GEOID03.
 QE2248
 QE2248;                    North         East     Units Scale Factor Converg.
 QE2248;SPC OR S     -   268,907.895 1,272,134.539   MT  1.00001377   -1 56 44.6
 QE2248;SPC OR S     -   882,243.75  4,173,669.75   iFT  1.00001377   -1 56 44.6
 QE2248;UTM  10      - 4,877,762.754   472,443.443   MT  0.99960934   -0 14 21.1
 QE2248
 QE2248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2248!SPC OR S     -   0.99998372  x   1.00001377  =   0.99999749
 QE2248!UTM  10      -   0.99998372  x   0.99960934  =   0.99959307
 QE2248
 QE2248:                Primary Azimuth Mark                     Grid Az
 QE2248:SPC OR S     -  VEN                                      271 04 16.5
 QE2248:UTM  10      -  VEN                                      269 21 53.0
 QE2248
 QE2248|---------------------------------------------------------------------|
 QE2248| PID    Reference Object                     Distance      Geod. Az  |
 QE2248|                                                           dddmmss.s |
 QE2248| QE2249 VEN                                 APPROX. 0.8 KM 2690731.9 |
 QE2248|---------------------------------------------------------------------|
 QE2248
 QE2248                          SUPERSEDED SURVEY CONTROL
 QE2248
 QE2248  NAD 83(1986)-  44 03 09.05705(N)    123 20 38.47340(W) AD(       ) 2
 QE2248  NAD 27      -  44 03 09.61373(N)    123 20 34.12887(W) AD(       ) 2
 QE2248  NGVD 29 (07/19/86)  125.7    (m)          412.     (f) VERT ANG    3  
 QE2248
 QE2248.Superseded values are not recommended for survey control.
 QE2248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2248.See file dsdata.txt to determine how the superseded data were derived.
 QE2248
 QE2248_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP7244377763(NAD 83)
 QE2248_MARKER: Z = SEE DESCRIPTION
 QE2248_SETTING: 0 = UNSPECIFIED SETTING
 QE2248_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE2248
 QE2248  HISTORY     - Date     Condition        Report By
 QE2248  HISTORY     - 1967     MONUMENTED       ORDT
 QE2248  HISTORY     - 1969     SEE DESCRIPTION  OR-019
 QE2248
 QE2248                          STATION DESCRIPTION
 QE2248
 QE2248'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1967 (JCL)
 QE2248'THE STATION IS ABOUT 1/2 MILE EAST OF VENETA BETWEEN THE RAILROAD
 QE2248'AND STATE HIGHWAY 126.
 QE2248'
 QE2248'TO REACH THE STATION FROM THE CROSS STREET JUST NORTH OF THE
 QE2248'VENETA POST OFFICE GO EAST FOR 0.15 MILE TO A CROSS ROAD, TURN
 QE2248'LEFT AND GO NORTH 0.1 MILE TO THE JUNCTION WITH STATE HIGHWAY 126,
 QE2248'TURN RIGHT AND GO EAST ON STATE HIGHWAY 126 FOR 0.4 MILE TO A
 QE2248'PRIVATE RAILROAD CROSSING AND THE STATION ON THE RIGHT.
 QE2248'
 QE2248'THE STATION MARK, STAMPED FERN USC AND GS 1967, IS AN OREGON
 QE2248'STATE HIGHWAY DEPT. DISK BRAZED TO THE TOP OF A 2 1/2-INCH IRON
 QE2248'PIPE SET IN A CONCRETE BASE AND PROJECTS 6 INCHES.  IT IS 79 FEET
 QE2248'SOUTH OF THE CENTER LINE OF STATE HIGHWAY 126, 9.5 FEET NORTH OF
 QE2248'THE NORTH RAIL OF THE RAILROAD TRACKS, 8 FEET EAST OF THE PRIVATE
 QE2248'ROAD CROSSING, AND 1.5 FEET SOUTH OF THE WITNESS POST.
 QE2248'
 QE2248'THERE WERE NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.
 QE2248
 QE2248                          STATION RECOVERY (1969)
 QE2248
 QE2248'RECOVERY NOTE BY DOUGLAS COUNTY OREGON 1969 (FI)
 QE2248'FERN 1967 GOOD
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1872 ***********************************************************************
 RD1872  DESIGNATION -  FERN HILL
 RD1872  PID         -  RD1872
 RD1872  STATE/COUNTY-  OR/TILLAMOOK
 RD1872  USGS QUAD   -  NESTUCCA BAY (1985)
 RD1872
 RD1872                         *CURRENT SURVEY CONTROL
 RD1872  ___________________________________________________________________
 RD1872* NAD 83(1991)-  45 08 53.10745(N)    123 57 10.97994(W)     ADJUSTED  
 RD1872* NAVD 88     -       153.     (meters)     502.     (feet)  SCALED    
 RD1872  ___________________________________________________________________
 RD1872  LAPLACE CORR-          18.87  (seconds)                    DEFLEC99
 RD1872  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 RD1872  HORZ ORDER  -  THIRD
 RD1872
 RD1872.The horizontal coordinates were established by classical geodetic methods
 RD1872.and adjusted by the National Geodetic Survey in October 1991.
 RD1872
 RD1872.The orthometric height was scaled from a topographic map.
 RD1872
 RD1872.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1872
 RD1872.The geoid height was determined by GEOID03.
 RD1872
 RD1872;                    North         East     Units Scale Factor Converg.
 RD1872;SPC OR N     -   170,418.940 2,228,551.444   MT  0.99989465   -2 26 55.9
 RD1872;SPC OR N     -   559,117.26  7,311,520.49   iFT  0.99989465   -2 26 55.9
 RD1872;UTM  10      - 4,999,842.791   425,078.836   MT  0.99966902   -0 40 32.4
 RD1872
 RD1872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1872!SPC OR N     -   0.99997958  x   0.99989465  =   0.99987423
 RD1872!UTM  10      -   0.99997958  x   0.99966902  =   0.99964861
 RD1872
 RD1872:                Primary Azimuth Mark                     Grid Az
 RD1872:SPC OR N     -  YET                                      238 11 14.4
 RD1872:UTM  10      -  YET                                      236 24 50.9
 RD1872
 RD1872|---------------------------------------------------------------------|
 RD1872| PID    Reference Object                     Distance      Geod. Az  |
 RD1872|                                                           dddmmss.s |
 RD1872| RD1880 YET                                 APPROX. 1.2 KM 2354418.5 |
 RD1872|---------------------------------------------------------------------|
 RD1872
 RD1872                          SUPERSEDED SURVEY CONTROL
 RD1872
 RD1872  NAD 83(1986)-  45 08 53.13997(N)    123 57 10.98876(W) AD(       ) 3
 RD1872  NAD 27      -  45 08 53.74600(N)    123 57 06.58800(W) AD(       ) 3
 RD1872
 RD1872.Superseded values are not recommended for survey control.
 RD1872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1872.See file dsdata.txt to determine how the superseded data were derived.
 RD1872
 RD1872_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ2507999843(NAD 83)
 RD1872
 RD1872  HISTORY     - Date     Condition        Report By
 RD1872  HISTORY     - 1883     MONUMENTED       CGS
 RD1872  HISTORY     - 1908     SEE DESCRIPTION  CGS
 RD1872  HISTORY     - 1927     SEE DESCRIPTION  CGS
 RD1872
 RD1872                          STATION DESCRIPTION
 RD1872
 RD1872'DESCRIBED BY COAST AND GEODETIC SURVEY 1908
 RD1872'THE STATION IS ON A HIGH ROCKY HILL COVERED WITH SPRUCE, ALDER AND
 RD1872'FERN, 1/2 MILE E OF THE ROAD LEADING TO GRANDE RONDE VALLEY.
 RD1872'
 RD1872'THE STATION IS MARKED 18 INCHES BELOW THE GROUND BY CROSSLINES ON
 RD1872'A FLAT ROCK AND AT THE SURFACE BY A DRILL HOLE IN A ROCK FILLED
 RD1872'WITH LEAD.
 RD1872
 RD1872                          STATION RECOVERY (1927)
 RD1872
 RD1872'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1927 (GLB)
 RD1872'STATION RE-MARKED.  IT IS ABOUT 1/2 MILE S AND A LITTLE W OF
 RD1872'ORETOWN POST OFFICE ON S SIDE OF ROOSEVELT HIGHWAY.  LEAVE ROAD AT
 RD1872'CHURCH AND GO DIRECTLY UP THE HILL TO STATION.  HILL IS LOWEST ONE
 RD1872'OF A SERIES OF RIDGES RISING TO FORM A SMALL MOUNTAIN.  CULTIVATED
 RD1872'LAND FOR SOME DISTANCE ABOVE ROAD.  TOP OF HILL IS HIDDEN BY
 RD1872'SCRUB FIR AND UNDERBRUSH.  IT IS NEAR THE S EDGE OF THE LAND
 RD1872'OWNED BY GILBERT ROCK.  IF THIS STATION IS NOT READILY FOUND A
 RD1872'LOCAL MAN CAN PROBABLY BE FOUND WHO KNOWS WHERE IT IS.  THERE
 RD1872'IS THICK UNDERBRUSH ABOUT STATION.
 RD1872'
 RD1872'SURFACE MARK AND REFERENCE MARK NO.2 ARE STANDARD BRONZE DISKS SET
 RD1872'IN CONCRETE, IN THE TOP OF TILE, WHICH IS EMBEDDED IN THE GROUND.
 RD1872'
 RD1872'THE UNDERGROUND MARK IS A STANDARD BRONZE DISK SET IN A BLOCK OF
 RD1872'CONCRETE, 3 FEET BELOW THE SURFACE.
 RD1872'
 RD1872'REFERENCE MARK NO.1 IS A DRILL HOLE FILLED WITH LEAD IN A BOULDER
 RD1872'FLUSH WITH SURFACE OF GROUND.  NORTH OF STATION AND TOWARD HIGH
 RD1872'HILL.
 RD1872'
 RD1872'REFERENCE MARK NO.2 LIES IN AN OPEN GRASSY SPOT, WHICH WILL
 RD1872'PROBABLY KEEP OPEN FROM GRAZING.
 RD1872'
 RD1872'HEIGHT OF SIGNAL ABOVE STATION MARK - 3 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC1084 ***********************************************************************
 PC1084  DESIGNATION -  FERN TOP
 PC1084  PID         -  PC1084
 PC1084  STATE/COUNTY-  OR/DOUGLAS
 PC1084  USGS QUAD   -  SCOTTSBURG (1985)
 PC1084
 PC1084                         *CURRENT SURVEY CONTROL
 PC1084  ___________________________________________________________________
 PC1084* NAD 83(1991)-  43 42 38.53229(N)    123 47 21.69318(W)     ADJUSTED  
 PC1084* NAVD 88     -       579.5    (meters)    1901.     (feet)  VERTCON   
 PC1084  ___________________________________________________________________
 PC1084  LAPLACE CORR-           3.76  (seconds)                    DEFLEC99
 PC1084  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 PC1084  HORZ ORDER  -  SECOND
 PC1084
 PC1084.The horizontal coordinates were established by classical geodetic methods
 PC1084.and adjusted by the National Geodetic Survey in October 1991.
 PC1084
 PC1084.The NAVD 88 height was computed by applying the VERTCON shift value to
 PC1084.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PC1084
 PC1084.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC1084
 PC1084.The geoid height was determined by GEOID03.
 PC1084
 PC1084;                    North         East     Units Scale Factor Converg.
 PC1084;SPC OR S     -   232,266.442 1,234,978.710   MT  0.99993934   -2 15 01.5
 PC1084;SPC OR S     -   762,029.01  4,051,767.42   iFT  0.99993934   -2 15 01.5
 PC1084;UTM  10      - 4,840,044.838   436,407.039   MT  0.99964974   -0 32 43.7
 PC1084
 PC1084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC1084!SPC OR S     -   0.99991285  x   0.99993934  =   0.99985220
 PC1084!UTM  10      -   0.99991285  x   0.99964974  =   0.99956262
 PC1084
 PC1084                          SUPERSEDED SURVEY CONTROL
 PC1084
 PC1084  NAD 83(1986)-  43 42 38.53818(N)    123 47 21.73059(W) AD(       ) 2
 PC1084  NAD 27      -  43 42 39.11296(N)    123 47 17.35968(W) AD(       ) 2
 PC1084  NGVD 29 (07/19/86)  578.4    (m)         1898.     (f) VERT ANG    3  
 PC1084
 PC1084.Superseded values are not recommended for survey control.
 PC1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC1084.See file dsdata.txt to determine how the superseded data were derived.
 PC1084
 PC1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP3640740045(NAD 83)
 PC1084_MARKER: DD = SURVEY DISK
 PC1084_SETTING: 0 = UNSPECIFIED SETTING
 PC1084
 PC1084  HISTORY     - Date     Condition        Report By
 PC1084  HISTORY     - 1953     MONUMENTED       USFS
 PC1084  HISTORY     - 1971     GOOD             NGS
 PC1084
 PC1084                          STATION DESCRIPTION
 PC1084
 PC1084'DESCRIBED BY US FOREST SERVICE 1953 (CTH)
 PC1084'THE STATION IS ABOUT 4 MILES NORTH-NORTHEAST OF SCOTTSBURG.  2-1/2
 PC1084'MILES NORTH OF WELLS CREEK AND ON A HIGH BLUFF WHICH HAS TWO FOREST
 PC1084'SERVICE CABINS ON THE SUMMIT.  IT IS IN THE SOUTHEAST QUARTER OF
 PC1084'SECTION 29, T 21 S, R 9 W, AND ON THE DIVIDE BETWEEN WASSEN CREEK
 PC1084'AND VINCENT CREEK.  IT IS A U.S. FOREST SERVICE DISK SET ABOUT 8
 PC1084'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED BY
 PC1084'DISTANCE AND DIRECTION FROM TRIANGULATION STATION FERN TOP, AND
 PC1084'THE DISTANCE WAS FOUND TO BE 7.322 METERS (24.02 FEET).
 PC1084'THE AZIMUTH OF THE LINE FERN TOP - FERN TOP (USFS) IS 310 DEG
 PC1084'06 MIN.
 PC1084'
 PC1084'NOTE--THE LOOKOUT TOWER IS NO LONGER STANDING.
 PC1084
 PC1084                          STATION RECOVERY (1971)
 PC1084
 PC1084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LDF)
 PC1084'THIS STATION WAS RECOVERED AS DESCRIBED IN THE ORIGINAL
 PC1084'DESCRIPTION FOR FERN TOP 1953 AND WAS FOUND TO BE IN GOOD
 PC1084'CONDITION.
 PC1084'
 PC1084'A TAPED TRAVERSE WAS MADE TO TRIANGULATION STATION FERN TOP 1953,
 PC1084'THE DISTANCE BEING 7.323 (24.04 FT.)
 PC1084'
 PC1084'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PC1084'4.0 MILES NORTH-NORTHEAST OF SCOTTSBURG.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC1086 ***********************************************************************
 PC1086  DESIGNATION -  FERN TOP
 PC1086  PID         -  PC1086
 PC1086  STATE/COUNTY-  OR/DOUGLAS
 PC1086  USGS QUAD   -  SCOTTSBURG (1985)
 PC1086
 PC1086                         *CURRENT SURVEY CONTROL
 PC1086  ___________________________________________________________________
 PC1086* NAD 83(1991)-  43 42 38.68561(N)    123 47 21.94280(W)     ADJUSTED  
 PC1086* NAVD 88     -       580.3    (meters)    1904.     (feet)  VERTCON   
 PC1086  ___________________________________________________________________
 PC1086  LAPLACE CORR-           3.77  (seconds)                    DEFLEC99
 PC1086  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 PC1086  HORZ ORDER  -  FIRST
 PC1086
 PC1086.The horizontal coordinates were established by classical geodetic methods
 PC1086.and adjusted by the National Geodetic Survey in October 1991.
 PC1086
 PC1086.The NAVD 88 height was computed by applying the VERTCON shift value to
 PC1086.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PC1086
 PC1086.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC1086
 PC1086.The geoid height was determined by GEOID03.
 PC1086
 PC1086;                    North         East     Units Scale Factor Converg.
 PC1086;SPC OR S     -   232,271.390 1,234,973.312   MT  0.99993935   -2 15 01.6
 PC1086;SPC OR S     -   762,045.24  4,051,749.71   iFT  0.99993935   -2 15 01.6
 PC1086;UTM  10      - 4,840,049.621   436,401.498   MT  0.99964975   -0 32 43.9
 PC1086
 PC1086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC1086!SPC OR S     -   0.99991273  x   0.99993935  =   0.99985208
 PC1086!UTM  10      -   0.99991273  x   0.99964975  =   0.99956251
 PC1086
 PC1086:                Primary Azimuth Mark                     Grid Az
 PC1086:SPC OR S     -  FERN TOP AZ MK                           011 01 22.7
 PC1086:UTM  10      -  FERN TOP AZ MK                           009 19 05.0
 PC1086
 PC1086|---------------------------------------------------------------------|
 PC1086| PID    Reference Object                     Distance      Geod. Az  |
 PC1086|                                                           dddmmss.s |
 PC1086| CD8523 FERN TOP AZ MK                                     0084621.1 |
 PC1086| CD8526 FERN TOP RM 3                        14.049 METERS 03952     |
 PC1086| CD8638 HEDDEN RM 1                                        12301     |
 PC1086| PC1084 FERN TOP                              7.323 METERS 13015     |
 PC1086| CD8525 FERN TOP RM 2                         8.910 METERS 15309     |
 PC1086| CE0806 SCOTT RM 2                                         19351     |
 PC1086| CD8524 FERN TOP RM 1                         9.806 METERS 35131     |
 PC1086|---------------------------------------------------------------------|
 PC1086
 PC1086                          SUPERSEDED SURVEY CONTROL
 PC1086
 PC1086  NAD 83(1986)-  43 42 38.69132(N)    123 47 21.98041(W) AD(       ) 1
 PC1086  NAD 27      -  43 42 39.26628(N)    123 47 17.60930(W) AD(       ) 1
 PC1086  NGVD 29 (07/19/86)  579.2    (m)         1900.     (f) VERT ANG    3  
 PC1086
 PC1086.Superseded values are not recommended for survey control.
 PC1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC1086.See file dsdata.txt to determine how the superseded data were derived.
 PC1086
 PC1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP3640140050(NAD 83)
 PC1086_MARKER: DS = TRIANGULATION STATION DISK
 PC1086_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PC1086
 PC1086  HISTORY     - Date     Condition        Report By
 PC1086  HISTORY     - 1953     MONUMENTED       CGS
 PC1086  HISTORY     - 1967     GOOD             CGS
 PC1086  HISTORY     - 1971     GOOD             NGS
 PC1086
 PC1086                          STATION DESCRIPTION
 PC1086
 PC1086'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 PC1086'THE STATION IS ABOUT 4 MILES NORTH-NORTHEAST OF SCOTTSBURG, 2-1/2
 PC1086'MILES NORTH OF WELLS CREEK, AND ON A HIGH BLUFF WHICH HAS TWO
 PC1086'FOREST SERVICE CABINS ON THE SUMMIT.  IT IS IN THE SOUTHEAST
 PC1086'QUARTER OF SECTION 29, T 21 S, R 9 W, AND ON THE DIVIDE BETWEEN
 PC1086'WASSEN CREEK AND VINCENT CREEK.
 PC1086'
 PC1086'TO REACH THE STATION FROM THE VILLAGE OF WELLS CREEK, GO WEST
 PC1086'ON STATE HIGHWAY 38 FOR 0.4 MILE TO A GRAVEL ROAD RIGHT, TURN
 PC1086'RIGHT AND GO 0.05 MILE TO THE FIRE WARDENS HOUSE ON THE
 PC1086'LEFT.  (INQUIRE HERE ABOUT THE LOCKED GATE AND PERMISSION TO
 PC1086'ENTER CLOSED AREA DURING FIRE SEASON) CONTINUE NORTHERLY ON
 PC1086'THE GRAVEL ROAD FOR 0.3 MILE TO A REVERSE Y.  KEEP RIGHT AND
 PC1086'FOLLOW GRAVEL ROAD FOR 0.7 MILE TO THE LOCKED GATE.  PASS THROUGH
 PC1086'THE GATE AND GO 1.1 MILES TO A FORK.  TAKE THE LEFT FORK
 PC1086'NORTH, UPHILL FOR 0.8 MILE TO A REVERSE Y.  KEEP RIGHT AND GO 0.4
 PC1086'MILES TO ANOTHER FORK.  TAKE THE RIGHT FORK FOR 0.9 MILE TO
 PC1086'A DIM FORK RIGHT.  TURN RIGHT AND FOLLOW TRACK ROAD UPHILL
 PC1086'FOR 0.15 MILE TO THE END OF TRUCK TRAVEL AT THE SOUTH END OF A
 PC1086'BLUFF AND A SANDSTONE OUTCROP WITH A CHISELED TRIANGLE ON ITS
 PC1086'SOUTH SIDE.  FROM HERE PACK NORTHERLY TO THE SUMMIT OF THE BLUFF
 PC1086'AND THE STATION.  ABOUT A 10 MINUTE PACK.
 PC1086'
 PC1086'THE STATION MARK, STAMPED FERN TOP 1953, IS A STANDARD DISK SET
 PC1086'IN THE TOP OF A 4-INCH SOIL PIPE WHICH PROJECTS 6 INCHES.  IT
 PC1086'IS 37.6 FEET NORTH OF THE NORTHWEST CORNER OF A CABIN AND 8 FEET
 PC1086'NORTH OF A WITNESS POST.
 PC1086'
 PC1086'REFERENCE MARK 1, STAMPED FERN TOP NO 1 1953, IS A STANDARD DISK
 PC1086'SET IN THE TOP OF A 4-INCH SOIL PIPE WHICH PROJECTS 6 INCHES.  IT
 PC1086'IS 8 FEET NORTH OF THE CABIN.
 PC1086'
 PC1086'REFERENCE MARK 2, STAMPED FERN TOP NO 2 1953, IS A STANDARD DISK
 PC1086'SET IN THE TOP OF A 4-INCH SOIL PIPE WHICH PROJECTS 6 INCHES.
 PC1086'
 PC1086'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION.
 PC1086'
 PC1086'FERN TOP (USFS) IS NORTHWEST OF THE NORTHEAST CORNER OF THE
 PC1086'CABIN.  IT IS A U.S. FOREST SERVICE DISK SET ABOUT 8 INCHES BELOW
 PC1086'THE SURFACE OF THE GROUND.  THE DISTANCE FERN TOP (USFS) TO
 PC1086'REFERENCE MARK NO. 2 IS 4.181 METERS.
 PC1086
 PC1086                          STATION RECOVERY (1967)
 PC1086
 PC1086'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (NET)
 PC1086'THE STATION MARK, STAMPED FERN TOP 1953, REFERENCE MARK NO. 2,
 PC1086'STAMPED FERN TOP NO 2 1953 AND THE U.S. FOREST SERVICE DISK,
 PC1086'STAMPED FERN TOP 1936, WERE RECOVERED AS DESCRIBED EXCEPT THAT
 PC1086'THE DISTANCE TO REFERENCE MARK NO. 2 IS 32.17 FEET.  REFERENCE
 PC1086'MARK NO. 1 WAS SEARCHED FOR BUT NOT RECOVERED.  A METAL WITNESS
 PC1086'POST WAS PLACED 0.5 FOOT EAST OF THE STATION MARK.  THE
 PC1086'FOLLOWING IS AN ALTERNATE TO REACH.
 PC1086'
 PC1086'TO REACH THE STATION FROM THE SCOTTSBURG POST OFFICE GO EAST ON
 PC1086'STATE HIGHWAY 38 FOR 1.9 MILES TO A SIDE ROAD LEFT, TURN LEFT
 PC1086'AND GO NORTH, PASSING THE WELLS CREEK GUARD STATION ON THE LEFT,
 PC1086'FOR 2.1 MILES TO A FORK, TAKE THE LEFT FORK, FERN TOP ROAD,
 PC1086'NORTHWEST FOR 0.9 MILE TO A FORK, TAKE RIGHT FORK AND CONTINUE
 PC1086'ON FERN TOP ROAD IN A NORTHEAST DIRECTION FOR 0.4 MILE TO A
 PC1086'FORK, TAKE RIGHT FORK, NORTHEAST, FOR 0.9 MILE TO A FORK, TAKE
 PC1086'THE RIGHT FORK FOR 0.1 MILE TO THE END OF TRUCK TRAVEL.  FROM
 PC1086'HERE PACK NORTHEAST FOR ABOUT 10 MINUTES TO THE FIRST SUMMIT
 PC1086'AND STATION.
 PC1086
 PC1086                          STATION RECOVERY (1971)
 PC1086
 PC1086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LDF)
 PC1086'STATION MARK, REFERENCE MARK 2 AND FERN TOP (USFS) WERE
 PC1086'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK 1 WAS
 PC1086'SEARCHED FOR BUT WAS NOT FOUND.  REFERENCE MARK 3 AND AN
 PC1086'AZIMUTH MARK WERE ESTABLISHED AT THIS TIME.  THE DISTANCES TO
 PC1086'BOTH REFERENCE MARK 2 AND FERN TOP (USFS) CHECKED THE 1953 DATA
 PC1086'BUT A NOTICEABLE DIFFERENCE WAS NOTED IN THE DIRECTION TO BOTH
 PC1086'MARKS.  REFERENCE MARK 2 DIFFERENCE WAS 2 MINUTES AND FERN TOP
 PC1086'(USFS) DIFFERENCE WAS ALMOST 10 MINUTES.
 PC1086'
 PC1086'DUE TO ROAD CHANGES, FOLLOWING IS A NEW AND COMPLETE
 PC1086'DESCRIPTION--
 PC1086'
 PC1086'THE STATION IS LOCATED ABOUT 4.0 MILES NORTH-NORTHEAST OF
 PC1086'SCOTTSBURG, 2.5 MILES NORTH OF WELLS CREEK, ON THE HIGHEST
 PC1086'POINT IN THE IMMEDIATE AREA AND IS IN THE SOUTHEAST QUARTER OF
 PC1086'SECTION 29, T21S, R9W.  IT IS ON THE DIVIDE BETWEEN WASSEN
 PC1086'CREEK AND VINCENT CREEK AND ON THE PROPERTY OF THE BUREAU OF
 PC1086'LAND MANAGEMENT.
 PC1086'
 PC1086'TO REACH THE STATION FROM THE POST OFFICE IN SCOTTSBURG, GO
 PC1086'EASTERLY ON STATE HIGHWAY 38 FOR 1.9 MILES TO A SURFACED ROAD ON
 PC1086'THE LEFT.  TURN LEFT AND GO NORTH ON WELLS CREEK ROAD,
 PC1086'PASSING THE WELLS CREEK GUARD STATION ON THE LEFT, FOR 2.1 MILES
 PC1086'TO A FORK.  TAKE THE LEFT FORK AND CONTINUE NORTHWEST ON FERN
 PC1086'TOP RD FOR 0.9 MILE TO A T-ROAD ON TOP OF THE RIDGE.  TURN RIGHT
 PC1086'AND CONTINUE NORTHERLY ON FERN TOP RD FOR 0.35 MILE TO A FORK.
 PC1086'TAKE THE RIGHT FORK AND CONTINUE NORTHEAST ON FERN TOP RD FOR 1.0
 PC1086'MILE TO A BLADED ROAD ON THE RIGHT.  (TO REACH THE AZIMUTH MARK
 PC1086'CONTINUE NORTHERLY ON THE GRAVEL ROAD FOR 1.1 MILES TO A FORK.
 PC1086'TAKE THE RIGHT FORK AND GO NORTHEAST ON A GRAVELED ROAD FOR
 PC1086'0.15 MILE TO A WIDE PULL OUT AREA AND THE MARK ON THE RIGHT.)
 PC1086'TURN RIGHT AND GO NORTHEAST, UP STEEP GRADE, FOR 0.1 MILE TO A
 PC1086'FORK AND A LARGE BOULDER ON THE LEFT.  TURN NORTH AND FOLLOW
 PC1086'TRACK ROAD UP STEEP HILL FOR 0.1 MILE TO THE STATION.  A
 PC1086'FOUR-WHEEL DRIVE VEHICLE WITH WINCH IS REQUIRED FOR THE LAST 0.2
 PC1086'MILE TO THE STATION.
 PC1086'
 PC1086'STATION MARK IS A STANDARD DISK, STAMPED FERN TOP 1953, SET
 PC1086'IN THE TOP OF A 4-INCH IRON PIPE WHICH IS FILLED WITH CONCRETE
 PC1086'AND PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 49.0 FEET
 PC1086'NORTHWEST OF THE NORTHEAST CORNER OF AN OLD BUILDING, 24.0 FEET
 PC1086'SOUTH OF THE END OF AN OLD BLADED ROAD AND 10.2 FEET NORTH OF
 PC1086'A METAL WITNESS POST.
 PC1086'
 PC1086'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FERN TOP NO 2
 PC1086'1953, SET IN THE TOP OF A 4-INCH PIPE WHICH IS FILLED WITH
 PC1086'CONCRETE AND PROJECTS ABOUT 2 INCHES ABOVE THE GROUND SURFACE.
 PC1086'IT IS 22.8 FEET SOUTH-SOUTHEAST OF THE WITNESS POST, 19.8
 PC1086'FEET WEST-NORTHWEST OF THE NORTHEAST CORNER OF THE BUILDING
 PC1086'AND 8.3 FEET NORTH OF THE NORTH SIDE OF THE BUILDING.
 PC1086'
 PC1086'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED FERN TOP 1953
 PC1086'NO 3 1971, BRAZED TO THE TOP OF A 2-INCH IRON PIPE WHICH IS SET
 PC1086'IN CONCRETE AND PROJECTS ABOUT 8 INCHES ABOVE THE GROUND
 PC1086'SURFACE.  IT IS 54.9 FEET NORTHEAST OF THE WITNESS POST AND
 PC1086'23.0 FEET WEST OF THE CENTER OF THE BLADED ROAD.  IT IS ABOUT
 PC1086'15.0 FEET LOWER THAN THE STATION.
 PC1086'
 PC1086'AZIMUTH MARK IS A STANDARD DISK, STAMPED FERN TOP 1953 1971,
 PC1086'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 PC1086'WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND SURFACE.  IT IS
 PC1086'25.0 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD, 4.0 FEET NORTH
 PC1086'OF THE NORTH EDGE OF A CUTBANK AND 2.5 FEET EAST OF A METAL
 PC1086'WITNESS POST.
 PC1086'
 PC1086'FERN TOP (USFS) IS A DEPARTMENT OF AGRICULTURE, FOREST SERVICE
 PC1086'DISK, STAMPED FERN TOP 1936, CEMENTED IN A DRILL HOLE IN BEDROCK
 PC1086'WHICH IS ABOUT 4 INCHES BELOW THE GROUND SURFACE.  IT IS 25.0
 PC1086'FEET NORTH-NORTHWEST OF THE NORTHEAST CORNER OF THE BUILDING
 PC1086'AND 17.8 FEET EAST OF THE WITNESS POST.
 PC1086'
 PC1086'NO MEASUREMENT BETWEEN REFERENCE MARKS 2 AND 3 DUE TO TREES
 PC1086'ON LINE.
 PC1086'
 PC1086'HEIGHT OF LIGHT ABOVE STATION MARK 64 FEET.
 PC1086'
 PC1086'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PC1086'4.0 MILES NORTH-NORTHEAST OF SCOTTSBURG.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC1085 ***********************************************************************
 PC1085  DESIGNATION -  FERN TOP LOT
 PC1085  PID         -  PC1085
 PC1085  STATE/COUNTY-  OR/DOUGLAS
 PC1085  USGS QUAD   -  SCOTTSBURG (1985)
 PC1085
 PC1085                         *CURRENT SURVEY CONTROL
 PC1085  ___________________________________________________________________
 PC1085* NAD 83(1991)-  43 42 38.52322(N)    123 47 21.69637(W)     ADJUSTED  
 PC1085* NAVD 88     -       579.     (meters)    1900.     (feet)  SCALED    
 PC1085  ___________________________________________________________________
 PC1085  LAPLACE CORR-           3.76  (seconds)                    DEFLEC99
 PC1085  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 PC1085  HORZ ORDER  -  THIRD
 PC1085
 PC1085.The horizontal coordinates were established by classical geodetic methods
 PC1085.and adjusted by the National Geodetic Survey in October 1991.
 PC1085
 PC1085.The orthometric height was scaled from a topographic map.
 PC1085
 PC1085.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC1085
 PC1085.The geoid height was determined by GEOID03.
 PC1085
 PC1085;                    North         East     Units Scale Factor Converg.
 PC1085;SPC OR S     -   232,266.165 1,234,978.628   MT  0.99993934   -2 15 01.5
 PC1085;SPC OR S     -   762,028.10  4,051,767.15   iFT  0.99993934   -2 15 01.5
 PC1085;UTM  10      - 4,840,044.559   436,406.965   MT  0.99964974   -0 32 43.7
 PC1085
 PC1085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC1085!SPC OR S     -   0.99991292  x   0.99993934  =   0.99985226
 PC1085!UTM  10      -   0.99991292  x   0.99964974  =   0.99956269
 PC1085
 PC1085                          SUPERSEDED SURVEY CONTROL
 PC1085
 PC1085  NAD 83(1986)-  43 42 38.53600(N)    123 47 21.73161(W) AD(       ) 4
 PC1085  NAD 27      -  43 42 39.10900(N)    123 47 17.36600(W) AD(       ) 3
 PC1085
 PC1085.Superseded values are not recommended for survey control.
 PC1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC1085.See file dsdata.txt to determine how the superseded data were derived.
 PC1085
 PC1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP3640740045(NAD 83)
 PC1085
 PC1085  HISTORY     - Date     Condition        Report By
 PC1085  HISTORY     - 1936     MONUMENTED       USFS
 PC1085
 PC1085                          STATION DESCRIPTION
 PC1085
 PC1085'DESCRIBED BY US FOREST SERVICE 1936
 PC1085'THIS OCCUPIED STATION IS THE CENTER OF U.S. FOREST SERVICE FERN
 PC1085'TOP LOOKOUT TOWER, SITUATED ON HIGHEST POINT OF MOUNTAIN, ABOUT
 PC1085'5 MILES A LITTLE E OF N FROM SCOTTSBURG.
 PC1085'
 PC1085'STATION MARKED BY DISK IN BOULDER 10 INCHES BELOW SURFACE OF
 PC1085'GROUND DIRECTLY UNDER CENTER OF TOWER.
 PC1085'
 PC1085'REACHED FROM SCOTTSBURG BY DRIVING E ALONG UMPQUA HIGHWAY 3
 PC1085'MILES TO WELLS CREEK, FROM WHICH POINT A SECONDARY ROAD LEADS N
 PC1085'ALONG E BANK OF CREEK.  FOLLOW THIS ROAD ABOUT 1 MILE N TO END,
 PC1085'THEN TAKE FOREST TRAIL ABOUT 3.5 MILES TO STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1364 ***********************************************************************
 OA1364  DESIGNATION -  FERNDALE LOWER RANGE R BEACON
 OA1364  PID         -  OA1364
 OA1364  STATE/COUNTY-  OR/COOS
 OA1364  USGS QUAD   -  NORTH BEND (1971)
 OA1364
 OA1364                         *CURRENT SURVEY CONTROL
 OA1364  ___________________________________________________________________
 OA1364* NAD 83(1991)-  43 22 57.59514(N)    124 13 13.59945(W)     ADJUSTED  
 OA1364* NAVD 88     -              **(meters)            **(feet)            
 OA1364  ___________________________________________________________________
 OA1364  LAPLACE CORR-          15.92  (seconds)                    DEFLEC99
 OA1364  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 OA1364  HORZ ORDER  -  THIRD
 OA1364
 OA1364.The horizontal coordinates were established by classical geodetic methods
 OA1364.and adjusted by the National Geodetic Survey in October 1991.
 OA1364
 OA1364
 OA1364.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1364
 OA1364.The geoid height was determined by GEOID03.
 OA1364
 OA1364;                    North         East     Units Scale Factor Converg.
 OA1364;SPC OR S     -   197,312.766 1,198,649.591   MT  0.99990157   -2 32 43.2
 OA1364;SPC OR S     -   647,351.59  3,932,577.40   iFT  0.99990157   -2 32 43.2
 OA1364;UTM  10      - 4,804,033.793   401,142.708   MT  0.99972021   -0 50 18.1
 OA1364
 OA1364                          SUPERSEDED SURVEY CONTROL
 OA1364
 OA1364  NAD 83(1986)-  43 22 57.59202(N)    124 13 13.64577(W) AD(       ) 4
 OA1364  NAD 27      -  43 22 58.19000(N)    124 13 09.25000(W) AD(       ) 3
 OA1364
 OA1364.Superseded values are not recommended for survey control.
 OA1364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1364.See file dsdata.txt to determine how the superseded data were derived.
 OA1364
 OA1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP0114304034(NAD 83)
 OA1364
 OA1364  HISTORY     - Date     Condition        Report By
 OA1364  HISTORY     - 1945     MONUMENTED       CGS
 OA1364  HISTORY     - 1948     SEE DESCRIPTION  CGS
 OA1364  HISTORY     - 19940912 MARK NOT FOUND   USPSQD
 OA1364
 OA1364                          STATION DESCRIPTION
 OA1364
 OA1364'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (KGC)
 OA1364'IT IS ABOUT 1.2 MILES N OF COOS BAY, 100 FEET S OF A STANDARD OIL
 OA1364'COMPANY SERVICE STATION, AND 65 FEET W OF THE CENTER OF
 OA1364'U.S. HIGHWAY 101.  IT IS A SINGLE POLE WITH A DIAMOND-SHAPED TARGET
 OA1364'FACING NE.  THE TARGET IS MADE OF WHITE WOODEN SLATS WITH A
 OA1364'VERTICAL RED STRIPE THROUGH THE CENTER.  A RED BOX CONTAINING A
 OA1364'LIGHT HANGS IN FRONT OF THE TARGET.
 OA1364
 OA1364                          STATION RECOVERY (1948)
 OA1364
 OA1364'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 OA1364'REPORT FROM NOTICE TO MARINERS NO. 41, DATED OCTOBER 9, 1948--
 OA1364'
 OA1364'REAR LIGHT HAS BEEN REBUILT AND IS NOW LOCATED 310 YARDS, 13 DEG
 OA1364'FROM THE FRONT LIGHT.
 OA1364
 OA1364                          STATION RECOVERY (1994)
 OA1364
 OA1364'RECOVERY NOTE BY US POWER SQUADRON 1994
 OA1364'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1410 ***********************************************************************
 OA1410  DESIGNATION -  FERNDALE LOWER RANGE F BEACON
 OA1410  PID         -  OA1410
 OA1410  STATE/COUNTY-  OR/COOS
 OA1410  USGS QUAD   -  NORTH BEND (1971)
 OA1410
 OA1410                         *CURRENT SURVEY CONTROL
 OA1410  ___________________________________________________________________
 OA1410* NAD 83(1991)-  43 23 02.57207(N)    124 13 12.18418(W)     ADJUSTED  
 OA1410* NAVD 88     -              **(meters)            **(feet)            
 OA1410  ___________________________________________________________________
 OA1410  LAPLACE CORR-          15.95  (seconds)                    DEFLEC99
 OA1410  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 OA1410  HORZ ORDER  -  THIRD
 OA1410
 OA1410.The horizontal coordinates were established by classical geodetic methods
 OA1410.and adjusted by the National Geodetic Survey in October 1991.
 OA1410
 OA1410
 OA1410.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1410
 OA1410.The geoid height was determined by GEOID03.
 OA1410
 OA1410;                    North         East     Units Scale Factor Converg.
 OA1410;SPC OR S     -   197,464.778 1,198,688.232   MT  0.99990166   -2 32 42.2
 OA1410;SPC OR S     -   647,850.32  3,932,704.17   iFT  0.99990166   -2 32 42.2
 OA1410;UTM  10      - 4,804,186.861   401,176.799   MT  0.99972013   -0 50 17.2
 OA1410
 OA1410                          SUPERSEDED SURVEY CONTROL
 OA1410
 OA1410  NAD 83(1986)-  43 23 02.56899(N)    124 13 12.23053(W) AD(       ) 4
 OA1410  NAD 27      -  43 23 03.17000(N)    124 13 07.84000(W) AD(       ) 3
 OA1410
 OA1410.Superseded values are not recommended for survey control.
 OA1410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1410.See file dsdata.txt to determine how the superseded data were derived.
 OA1410
 OA1410_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP0117704187(NAD 83)
 OA1410
 OA1410  HISTORY     - Date     Condition        Report By
 OA1410  HISTORY     - 1945     MONUMENTED       CGS
 OA1410  HISTORY     - 1947     SEE DESCRIPTION  CGS
 OA1410  HISTORY     - 19940912 MARK NOT FOUND   USPSQD
 OA1410
 OA1410                          STATION DESCRIPTION
 OA1410
 OA1410'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (KGC)
 OA1410'IT IS ABOUT 1.3 MILES N OF COOS BAY, 100 FEET E OF THE SOUTHERN
 OA1410'PACIFIC CO. RAILROAD TRACKS, AND 60 FEET S OF THE UNION OIL
 OA1410'COMPANY DOCK.  IT IS A GROUP OF THREE PILES ON TOP OF WHICH IS
 OA1410'A 3-FOOT SQUARE PLATFORM.  ON THE NE SIDE OF THE PLATFORM IS A
 OA1410'SQUARE WHITE TARGET MADE OF SLATS WITH A VERTICAL RED STRIPE
 OA1410'RUNNING THROUGH THE CENTER.  BEHIND THE TARGET IS A SQUARE BOX
 OA1410'CONTAINING A LIGHT WHICH SHINES THROUGH A HOLE IN THE TARGET.
 OA1410
 OA1410                          STATION RECOVERY (1947)
 OA1410
 OA1410'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 OA1410'REPORT FROM NOTICE TO MARINERS NO. 32, DATED AUGUST 9, 1947 AND
 OA1410'NOTICE TO MARINERS NO. 41, DATED OCTOBER 9, 1948--
 OA1410'
 OA1410'THE LIGHT HAS BEEN DESTROYED.  IT HAS BEEN REBUILT AND IS NOW
 OA1410'LOCATED 843 YARDS, 145 DEG 30 MIN FROM NORTH BEND WHARF LIGHT.
 OA1410
 OA1410                          STATION RECOVERY (1994)
 OA1410
 OA1410'RECOVERY NOTE BY US POWER SQUADRON 1994
 OA1410'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1350 ***********************************************************************
 OA1350  DESIGNATION -  FERNDALE LOWER RNG R LIGHT
 OA1350  PID         -  OA1350
 OA1350  STATE/COUNTY-  OR/COOS
 OA1350  USGS QUAD   -  NORTH BEND (1971)
 OA1350
 OA1350                         *CURRENT SURVEY CONTROL
 OA1350  ___________________________________________________________________
 OA1350* NAD 83(1991)-  43 24 12.17924(N)    124 12 49.38088(W)     ADJUSTED  
 OA1350* NAVD 88     -              **(meters)            **(feet)            
 OA1350  ___________________________________________________________________
 OA1350  LAPLACE CORR-          16.68  (seconds)                    DEFLEC99
 OA1350  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 OA1350  HORZ ORDER  -  THIRD
 OA1350
 OA1350.The horizontal coordinates were established by classical geodetic methods
 OA1350.and adjusted by the National Geodetic Survey in October 1991.
 OA1350
 OA1350
 OA1350.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1350
 OA1350.The geoid height was determined by GEOID03.
 OA1350
 OA1350;                    North         East     Units Scale Factor Converg.
 OA1350;SPC OR S     -   199,587.849 1,199,296.167   MT  0.99990298   -2 32 26.6
 OA1350;SPC OR S     -   654,815.78  3,934,698.71   iFT  0.99990298   -2 32 26.6
 OA1350;UTM  10      - 4,806,326.706   401,721.128   MT  0.99971881   -0 50 02.6
 OA1350
 OA1350                          SUPERSEDED SURVEY CONTROL
 OA1350
 OA1350  NAD 83(1986)-  43 24 12.17653(N)    124 12 49.42729(W) AD(       ) 4
 OA1350  NAD 27      -  43 24 12.77939(N)    124 12 45.06491(W) AD(       ) 3
 OA1350
 OA1350.Superseded values are not recommended for survey control.
 OA1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1350.See file dsdata.txt to determine how the superseded data were derived.
 OA1350
 OA1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP0172106327(NAD 83)
 OA1350_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OA1350+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2005
 OA1350
 OA1350  HISTORY     - Date     Condition        Report By
 OA1350  HISTORY     - 1965     MONUMENTED       CGS
 OA1350  HISTORY     - 19940912 GOOD             USPSQD
 OA1350  HISTORY     - 20050409 GOOD             USPSQD
 OA1350  HISTORY     - 20050416 GOOD             USPSQD
 OA1350
 OA1350                          STATION DESCRIPTION
 OA1350
 OA1350'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (HJS)
 OA1350'LOCATED IN COOS BAY, ABOUT 3/4 MILE WEST-NORTHWEST OF PIERCE POINT
 OA1350'AND ABOUT 500 YARDS EAST OF THE EAST WATERFRONT OF THE CITY OF
 OA1350'NORTH BEND.
 OA1350'
 OA1350'THE STATION IS A NAVIGATION LIGHT ON A TOWER.  THERE IS A WHITE
 OA1350'DIAMOND DAYMARK WITH A RED VERTICAL STRIPE ON THE SOUTH SIDE OF THE
 OA1350'TOWER.  LISTED AS NO. 1297 IN THE PACIFIC COAST LIGHT LIST (1964).
 OA1350
 OA1350                          STATION RECOVERY (1994)
 OA1350
 OA1350'RECOVERY NOTE BY US POWER SQUADRON 1994
 OA1350'RECOVERED IN GOOD CONDITION.
 OA1350
 OA1350                          STATION RECOVERY (2005)
 OA1350
 OA1350'RECOVERY NOTE BY US POWER SQUADRON 2005 (SAO)
 OA1350'RECOVERED IN GOOD CONDITION.
 OA1350
 OA1350                          STATION RECOVERY (2005)
 OA1350
 OA1350'RECOVERY NOTE BY US POWER SQUADRON 2005 (SAO)
 OA1350'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1365 ***********************************************************************
 OA1365  DESIGNATION -  FERNDALE LOWER RNG F LIGHT
 OA1365  PID         -  OA1365
 OA1365  STATE/COUNTY-  OR/COOS
 OA1365  USGS QUAD   -  NORTH BEND (1971)
 OA1365
 OA1365                         *CURRENT SURVEY CONTROL
 OA1365  ___________________________________________________________________
 OA1365* NAD 83(1991)-  43 24 03.35164(N)    124 12 52.15303(W)     ADJUSTED  
 OA1365* NAVD 88     -              **(meters)            **(feet)            
 OA1365  ___________________________________________________________________
 OA1365  LAPLACE CORR-          16.59  (seconds)                    DEFLEC99
 OA1365  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 OA1365  HORZ ORDER  -  THIRD
 OA1365
 OA1365.The horizontal coordinates were established by classical geodetic methods
 OA1365.and adjusted by the National Geodetic Survey in October 1991.
 OA1365
 OA1365
 OA1365.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1365
 OA1365.The geoid height was determined by GEOID03.
 OA1365
 OA1365;                    North         East     Units Scale Factor Converg.
 OA1365;SPC OR S     -   199,318.478 1,199,221.779   MT  0.99990281   -2 32 28.5
 OA1365;SPC OR S     -   653,932.01  3,934,454.66   iFT  0.99990281   -2 32 28.5
 OA1365;UTM  10      - 4,806,055.289   401,654.807   MT  0.99971897   -0 50 04.3
 OA1365
 OA1365                          SUPERSEDED SURVEY CONTROL
 OA1365
 OA1365  NAD 83(1986)-  43 24 03.34888(N)    124 12 52.19942(W) AD(       ) 4
 OA1365  NAD 27      -  43 24 03.94301(N)    124 12 47.80041(W) AD(       ) 3
 OA1365
 OA1365.Superseded values are not recommended for survey control.
 OA1365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1365.See file dsdata.txt to determine how the superseded data were derived.
 OA1365
 OA1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP0165506055(NAD 83)
 OA1365_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OA1365+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2005
 OA1365
 OA1365  HISTORY     - Date     Condition        Report By
 OA1365  HISTORY     - 1965     MONUMENTED       CGS
 OA1365  HISTORY     - 19940912 GOOD             USPSQD
 OA1365  HISTORY     - 20050409 GOOD             USPSQD
 OA1365  HISTORY     - 20050416 GOOD             USPSQD
 OA1365
 OA1365                          STATION DESCRIPTION
 OA1365
 OA1365'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (HJS)
 OA1365'LOCATED IN COOS BAY ABOUT 3/4 MILE WEST OF PIERCE POINT AND ABOUT
 OA1365'350 YARDS EAST OF THE EAST WATERFRONT OF THE CITY OF NORTH BEND.
 OA1365'
 OA1365'THE STATION IS THE NAVIGATION LIGHT ABOVE A WHITE SQUARE DAYMARK
 OA1365'WITH A RED VERTICAL STRIPE ON A DOLPHIN.  LISTED AS NO. 1296 IN THE
 OA1365'PACIFIC COAST LIGHT LIST (1964).
 OA1365
 OA1365                          STATION RECOVERY (1994)
 OA1365
 OA1365'RECOVERY NOTE BY US POWER SQUADRON 1994
 OA1365'RECOVERED IN GOOD CONDITION.
 OA1365
 OA1365                          STATION RECOVERY (2005)
 OA1365
 OA1365'RECOVERY NOTE BY US POWER SQUADRON 2005 (SAO)
 OA1365'RECOVERED IN GOOD CONDITION.
 OA1365
 OA1365                          STATION RECOVERY (2005)
 OA1365
 OA1365'RECOVERY NOTE BY US POWER SQUADRON 2005 (SAO)
 OA1365'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1359 ***********************************************************************
 OA1359  DESIGNATION -  FERNDALE UPPER RANGE F BEACON
 OA1359  PID         -  OA1359
 OA1359  STATE/COUNTY-  OR/COOS
 OA1359  USGS QUAD   -  NORTH BEND (1971)
 OA1359
 OA1359                         *CURRENT SURVEY CONTROL
 OA1359  ___________________________________________________________________
 OA1359* NAD 83(1991)-  43 23 00.63727(N)    124 13 12.99619(W)     ADJUSTED  
 OA1359* NAVD 88     -              **(meters)            **(feet)            
 OA1359  ___________________________________________________________________
 OA1359  LAPLACE CORR-          15.94  (seconds)                    DEFLEC99
 OA1359  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 OA1359  HORZ ORDER  -  THIRD
 OA1359
 OA1359.The horizontal coordinates were established by classical geodetic methods
 OA1359.and adjusted by the National Geodetic Survey in October 1991.
 OA1359
 OA1359
 OA1359.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1359
 OA1359.The geoid height was determined by GEOID03.
 OA1359
 OA1359;                    North         East     Units Scale Factor Converg.
 OA1359;SPC OR S     -   197,405.944 1,198,667.324   MT  0.99990163   -2 32 42.8
 OA1359;SPC OR S     -   647,657.30  3,932,635.58   iFT  0.99990163   -2 32 42.8
 OA1359;UTM  10      - 4,804,127.441   401,157.655   MT  0.99972018   -0 50 17.7
 OA1359
 OA1359                          SUPERSEDED SURVEY CONTROL
 OA1359
 OA1359  NAD 83(1986)-  43 23 00.63419(N)    124 13 13.04249(W) AD(       ) 4
 OA1359  NAD 27      -  43 23 01.22800(N)    124 13 08.64200(W) AD(       ) 3
 OA1359
 OA1359.Superseded values are not recommended for survey control.
 OA1359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1359.See file dsdata.txt to determine how the superseded data were derived.
 OA1359
 OA1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP0115804127(NAD 83)
 OA1359
 OA1359  HISTORY     - Date     Condition        Report By
 OA1359  HISTORY     - 1945     MONUMENTED       CGS
 OA1359  HISTORY     - 1948     SEE DESCRIPTION  CGS
 OA1359  HISTORY     - 19940912 MARK NOT FOUND   USPSQD
 OA1359
 OA1359                          STATION DESCRIPTION
 OA1359
 OA1359'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (KGC)
 OA1359'IT IS ABOUT 1.2 MILES N OF COOS BAY, 0.1 MILE S OF THE UNION OIL
 OA1359'COMPANYS DOCK, AND 35 FEET E OF THE SOUTHERN PACIFIC CO. RAILROAD
 OA1359'TRACKS.  IT IS A SINGLE PILE WITH RED SLATS ON THE SE SIDE.  A
 OA1359'WHITE VERTICAL STRIPE RUNS THROUGH THE CENTER OF THE TARGET.  A
 OA1359'WHITE BOX CONTAINING A LIGHT HANGS IN FRONT OF THE TARGET.
 OA1359'
 OA1359'THIS RANGE WAS REBUILT IN 1944 NEAR THE LOCATION OF THE OLD
 OA1359'BEACON.
 OA1359
 OA1359                          STATION RECOVERY (1948)
 OA1359
 OA1359'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 OA1359'REPORT FROM NOTICE TO MARINERS NO. 40, DATED OCTOBER 2, 1948--
 OA1359'
 OA1359'FRONT LIGHT HAS BEEN REBUILT AND IS NOW LOCATED 433 YARDS, 179
 OA1359'DEG FROM MARSHFIELD RANGE FRONT LIGHT.
 OA1359
 OA1359                          STATION RECOVERY (1994)
 OA1359
 OA1359'RECOVERY NOTE BY US POWER SQUADRON 1994
 OA1359'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1399 ***********************************************************************
 OA1399  DESIGNATION -  FERNDALE UPPER RANGE R BEACON
 OA1399  PID         -  OA1399
 OA1399  STATE/COUNTY-  OR/COOS
 OA1399  USGS QUAD   -  NORTH BEND (1971)
 OA1399
 OA1399                         *CURRENT SURVEY CONTROL
 OA1399  ___________________________________________________________________
 OA1399* NAD 83(1991)-  43 23 06.49650(N)    124 13 20.12991(W)     ADJUSTED  
 OA1399* NAVD 88     -              **(meters)            **(feet)            
 OA1399  ___________________________________________________________________
 OA1399  LAPLACE CORR-          16.08  (seconds)                    DEFLEC99
 OA1399  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 OA1399  HORZ ORDER  -  THIRD
 OA1399
 OA1399.The horizontal coordinates were established by classical geodetic methods
 OA1399.and adjusted by the National Geodetic Survey in October 1991.
 OA1399
 OA1399
 OA1399.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1399
 OA1399.The geoid height was determined by GEOID03.
 OA1399
 OA1399;                    North         East     Units Scale Factor Converg.
 OA1399;SPC OR S     -   197,593.703 1,198,514.959   MT  0.99990173   -2 32 47.7
 OA1399;SPC OR S     -   648,273.30  3,932,135.69   iFT  0.99990173   -2 32 47.7
 OA1399;UTM  10      - 4,804,310.545   400,999.794   MT  0.99972056   -0 50 22.7
 OA1399
 OA1399                          SUPERSEDED SURVEY CONTROL
 OA1399
 OA1399  NAD 83(1986)-  43 23 06.49342(N)    124 13 20.17620(W) AD(       ) 4
 OA1399  NAD 27      -  43 23 07.09000(N)    124 13 15.78000(W) AD(       ) 3
 OA1399
 OA1399.Superseded values are not recommended for survey control.
 OA1399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1399.See file dsdata.txt to determine how the superseded data were derived.
 OA1399
 OA1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP0100004311(NAD 83)
 OA1399
 OA1399  HISTORY     - Date     Condition        Report By
 OA1399  HISTORY     - 1945     MONUMENTED       CGS
 OA1399  HISTORY     - 1948     SEE DESCRIPTION  CGS
 OA1399  HISTORY     - 19940912 MARK NOT FOUND   USPSQD
 OA1399
 OA1399                          STATION DESCRIPTION
 OA1399
 OA1399'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (KGC)
 OA1399'IT IS ABOUT 1.3 MILES N OF COOS BAY, ABOUT 300 FEET W OF
 OA1399'U.S. HIGHWAY 101, AND 150 FEET W OF A GROUP OF UNION OIL COMPANY
 OA1399'STORAGE TANKS.  IT IS A SINGLE POLE WITH A DIAMOND-SHAPED TARGET
 OA1399'FACING SE.  THE TARGET IS MADE OF RED SLATS WITH A VERTICAL WHITE
 OA1399'STRIPE RUNNING THROUGH THE CENTER.  A LIGHT IS IN FRONT OF AND
 OA1399'NEAR THE TOP OF THE TARGET.
 OA1399
 OA1399                          STATION RECOVERY (1948)
 OA1399
 OA1399'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 OA1399'REPORT FROM NOTICE TO MARINERS NO. 40, DATED OCTOBER 2, 1948--
 OA1399'
 OA1399'REAR LIGHT HAS BEEN REBUILT AND IS NOW LOCATED 200 YARDS, 138
 OA1399'DEG FROM THE FRONT LIGHT.
 OA1399
 OA1399                          STATION RECOVERY (1994)
 OA1399
 OA1399'RECOVERY NOTE BY US POWER SQUADRON 1994
 OA1399'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1277 ***********************************************************************
 OA1277  DESIGNATION -  FERNDALE UPPER RNG REAR LIGHT
 OA1277  PID         -  OA1277
 OA1277  STATE/COUNTY-  OR/COOS
 OA1277  USGS QUAD   -  COOS BAY (1975)
 OA1277
 OA1277                         *CURRENT SURVEY CONTROL
 OA1277  ___________________________________________________________________
 OA1277* NAD 83(1991)-  43 22 17.69050(N)    124 12 20.81108(W)     ADJUSTED  
 OA1277* NAVD 88     -              **(meters)            **(feet)            
 OA1277  ___________________________________________________________________
 OA1277  LAPLACE CORR-          15.00  (seconds)                    DEFLEC99
 OA1277  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 OA1277  HORZ ORDER  -  THIRD
 OA1277
 OA1277.The horizontal coordinates were established by classical geodetic methods
 OA1277.and adjusted by the National Geodetic Survey in October 1991.
 OA1277
 OA1277
 OA1277.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1277
 OA1277.The geoid height was determined by GEOID03.
 OA1277
 OA1277;                    North         East     Units Scale Factor Converg.
 OA1277;SPC OR S     -   196,029.930 1,199,782.060   MT  0.99990087   -2 32 07.1
 OA1277;SPC OR S     -   643,142.81  3,936,292.85   iFT  0.99990087   -2 32 07.1
 OA1277;UTM  10      - 4,802,785.491   402,312.677   MT  0.99971738   -0 49 41.2
 OA1277
 OA1277                          SUPERSEDED SURVEY CONTROL
 OA1277
 OA1277  NAD 83(1986)-  43 22 17.68736(N)    124 12 20.85694(W) AD(       ) 4
 OA1277  NAD 27      -  43 22 18.28487(N)    124 12 16.46301(W) AD(       ) 3
 OA1277
 OA1277.Superseded values are not recommended for survey control.
 OA1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1277.See file dsdata.txt to determine how the superseded data were derived.
 OA1277
 OA1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP0231302785(NAD 83)
 OA1277
 OA1277  HISTORY     - Date     Condition        Report By
 OA1277  HISTORY     - 1965     MONUMENTED       CGS
 OA1277  HISTORY     - 19940912 GOOD             USPSQD
 OA1277
 OA1277                          STATION DESCRIPTION
 OA1277
 OA1277'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (HJS)
 OA1277'LOCATED ON SHORE ABOUT 700 YARDS NORTHWEST OF WHITE POINT AND
 OA1277'AT THE SOUTH JUNCTION OF ISTHMUS SLOUGH AND THE MARSHFIELD
 OA1277'CHANNEL OF THE COOS RIVER.
 OA1277'
 OA1277'THE STATION IS THE PIPE SPINDLE THAT SUPPORTS THE NAVIGATION
 OA1277'LIGHT ON A TOWER STRUCTURE.  THERE IS A WHITE DIAMOND DAYMARK
 OA1277'WITH A RED VERTICAL STRIPE ON THE NORTHWEST SIDE OF THE TOWER.
 OA1277'
 OA1277'LISTED AS NO. 1299 IN THE PACIFIC COAST LIGHT LIST (1964).
 OA1277
 OA1277                          STATION RECOVERY (1994)
 OA1277
 OA1277'RECOVERY NOTE BY US POWER SQUADRON 1994
 OA1277'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1297 ***********************************************************************
 OA1297  DESIGNATION -  FERNDALE UPPER RNG F LIGHT 41
 OA1297  PID         -  OA1297
 OA1297  STATE/COUNTY-  OR/COOS
 OA1297  USGS QUAD   -  COOS BAY (1975)
 OA1297
 OA1297                         *CURRENT SURVEY CONTROL
 OA1297  ___________________________________________________________________
 OA1297* NAD 83(1991)-  43 22 22.14457(N)    124 12 26.23840(W)     ADJUSTED  
 OA1297* NAVD 88     -              **(meters)            **(feet)            
 OA1297  ___________________________________________________________________
 OA1297  LAPLACE CORR-          15.09  (seconds)                    DEFLEC99
 OA1297  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 OA1297  HORZ ORDER  -  THIRD
 OA1297
 OA1297.The horizontal coordinates were established by classical geodetic methods
 OA1297.and adjusted by the National Geodetic Survey in October 1991.
 OA1297
 OA1297
 OA1297.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1297
 OA1297.The geoid height was determined by GEOID03.
 OA1297
 OA1297;                    North         East     Units Scale Factor Converg.
 OA1297;SPC OR S     -   196,172.645 1,199,666.087   MT  0.99990094   -2 32 10.8
 OA1297;SPC OR S     -   643,611.04  3,935,912.36   iFT  0.99990094   -2 32 10.8
 OA1297;UTM  10      - 4,802,924.662   402,192.526   MT  0.99971767   -0 49 45.0
 OA1297
 OA1297                          SUPERSEDED SURVEY CONTROL
 OA1297
 OA1297  NAD 83(1986)-  43 22 22.14147(N)    124 12 26.28431(W) AD(       ) 4
 OA1297  NAD 27      -  43 22 22.73917(N)    124 12 21.88989(W) AD(       ) 3
 OA1297
 OA1297.Superseded values are not recommended for survey control.
 OA1297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1297.See file dsdata.txt to determine how the superseded data were derived.
 OA1297
 OA1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP0219302925(NAD 83)
 OA1297
 OA1297  HISTORY     - Date     Condition        Report By
 OA1297  HISTORY     - 1965     MONUMENTED       CGS
 OA1297  HISTORY     - 19940912 GOOD             USPSQD
 OA1297
 OA1297                          STATION DESCRIPTION
 OA1297
 OA1297'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (HJS)
 OA1297'LOCATED IN COOS BAY, AT THE SOUTH JUNCTION OF THE MARSHFIELD
 OA1297'CHANNEL OF THE COOS RIVER AND ISTHMUS SLOUGH AND ABOUT 1/2 MILE
 OA1297'NORTHWEST OF WHITE POINT.
 OA1297'
 OA1297'THE STATION IS THE NAVIGATION LIGHT ON A DOLPHIN.  THERE IS A
 OA1297'WHITE SQUARE DAYMARK WITH A RED VERTICAL STRIPE ON THE NORTHWEST
 OA1297'SIDE OF THE PLATFORM ON THE DOLPHIN.  LISTED AS NO. 1298 IN THE
 OA1297'PACIFIC COAST LIGHT LIST (1964).
 OA1297
 OA1297                          STATION RECOVERY (1994)
 OA1297
 OA1297'RECOVERY NOTE BY US POWER SQUADRON 1994
 OA1297'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1109 ***********************************************************************
 NZ1109  DESIGNATION -  FERNS
 NZ1109  PID         -  NZ1109
 NZ1109  STATE/COUNTY-  OR/JACKSON
 NZ1109  USGS QUAD   -  MEDFORD EAST (1983)
 NZ1109
 NZ1109                         *CURRENT SURVEY CONTROL
 NZ1109  ___________________________________________________________________
 NZ1109* NAD 83(1991)-  42 17 20.90972(N)    122 47 11.71707(W)     ADJUSTED  
 NZ1109* NAVD 88     -       644.9    (meters)    2116.     (feet)  VERTCON   
 NZ1109  ___________________________________________________________________
 NZ1109  LAPLACE CORR-           6.68  (seconds)                    DEFLEC99
 NZ1109  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 NZ1109  HORZ ORDER  -  SECOND
 NZ1109
 NZ1109.The horizontal coordinates were established by classical geodetic methods
 NZ1109.and adjusted by the National Geodetic Survey in October 1991.
 NZ1109
 NZ1109.The NAVD 88 height was computed by applying the VERTCON shift value to
 NZ1109.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NZ1109
 NZ1109.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ1109
 NZ1109.The geoid height was determined by GEOID03.
 NZ1109
 NZ1109;                    North         East     Units Scale Factor Converg.
 NZ1109;SPC OR S     -    71,722.266 1,311,435.757   MT  1.00001142   -1 33 51.7
 NZ1109;SPC OR S     -   235,309.27  4,302,610.75   iFT  1.00001142   -1 33 51.7
 NZ1109;UTM  10      - 4,681,902.144   517,594.034   MT  0.99960381   +0 08 37.0
 NZ1109
 NZ1109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NZ1109!SPC OR S     -   0.99990264  x   1.00001142  =   0.99991406
 NZ1109!UTM  10      -   0.99990264  x   0.99960381  =   0.99950649
 NZ1109
 NZ1109|---------------------------------------------------------------------|
 NZ1109| PID    Reference Object                     Distance      Geod. Az  |
 NZ1109|                                                           dddmmss.s |
 NZ1109| CD8528 FERNS RM 2                           19.010 METERS 06520     |
 NZ1109| NZ0942 JOHN                                APPROX. 6.0 KM 2893954.7 |
 NZ1109| CD8527 FERNS RM 1                           17.108 METERS 32802     |
 NZ1109|---------------------------------------------------------------------|
 NZ1109
 NZ1109                          SUPERSEDED SURVEY CONTROL
 NZ1109
 NZ1109  NAD 83(1986)-  42 17 20.89889(N)    122 47 11.72893(W) AD(       ) 2
 NZ1109  NAD 27      -  42 17 21.43726(N)    122 47 07.60454(W) AD(       ) 2
 NZ1109  NGVD 29 (07/19/86)  643.8    (m)         2112.     (f) VERT ANG    3  
 NZ1109
 NZ1109.Superseded values are not recommended for survey control.
 NZ1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1109.See file dsdata.txt to determine how the superseded data were derived.
 NZ1109
 NZ1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM1759481902(NAD 83)
 NZ1109_MARKER: DD = SURVEY DISK
 NZ1109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ1109
 NZ1109  HISTORY     - Date     Condition        Report By
 NZ1109  HISTORY     - 1968     MONUMENTED       OR-029
 NZ1109  HISTORY     - 1971     GOOD             OR1310
 NZ1109
 NZ1109                          STATION DESCRIPTION
 NZ1109
 NZ1109'DESCRIBED BY JACKSON COUNTY OREGON 1968
 NZ1109'THE STATION IS 2.0 MILES NORTHEAST OF PHOENIX AND 5.0 MILES
 NZ1109'SOUTHEAST OF MEDFORD ON THE SUMMIT OF A BUTTE, WHICH IS OWNED BY
 NZ1109'A.L. FERNS.
 NZ1109'
 NZ1109'TO REACH THE STATION FROM THE PHOENIX POST OFFICE GO EAST ON FIRST
 NZ1109'STREET FOR 0.1 MILE TO HIGHWAY 99, TURN LEFT ON HIGHWAY 99 AND GO
 NZ1109'NORTH FOR 0.55 MILE TO FERN VALLEY ROAD, TURN RIGHT ON FERN VALLEY
 NZ1109'ROAD AND GO EAST 0.4 MILE TO THE INTERCHANGE AT FERN VALLEY ROAD
 NZ1109'AND INTERSTATE HIGHWAY NO. 5, CONTINUE EAST ON FERN VALLEY ROAD
 NZ1109'FOR 1.2 MILES TO A RIGHT ANGLE TURN IN FERN VALLEY ROAD RIGHT AND
 NZ1109'A GRAVEL LANE LEFT.  TAKE SAID LANE NORTH FOR 0.3 MILE TO A
 NZ1109'LANE EAST, TAKE THIS LANE EAST FOR 0.1 MILE, THEN NORTH FOR 0.2
 NZ1109'MILE TO LOCKED GATE (KEY MAY BE OBTAINED FROM TALENT IRRIGATION
 NZ1109'DISTRICT OFFICE), PASS THROUGH GATE, CROSS THE CANAL OVER BRIDGE
 NZ1109'AND TURN LEFT.  STAY ON THE MAIN TRAVELED ROAD NORTHERLY FOR 0.55
 NZ1109'MILE TO WHERE IT TURNS EASTERLY UP THE DRAW TO A SADDLE BETWEEN
 NZ1109'TWO BUTTES, TURN RIGHT, OR SOUTHERLY, AT THE SADDLE FOLLOWING
 NZ1109'VEHICLE TRACKS FOR 0.25 MILE TO THE TOP OF THE SOUTHERLY BUTTE
 NZ1109'AND TO STATION.
 NZ1109'
 NZ1109'THE STATION MARK, STAMPED FERNS 1968 JACKSON CO. S. IS A 3-INCH
 NZ1109'BRONZE DISK SET IN AN 8-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 NZ1109'3 INCHES.  A 15 BY 18 FOOT WIRE FENCE ENCLOSES THE STATION.
 NZ1109'
 NZ1109'REFERENCE MARK NO. 1, STAMPED FERNS 1968 R.M. NO. 1 IS A STANDARD
 NZ1109'DISK SET IN A 9-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3
 NZ1109'INCHES.
 NZ1109'
 NZ1109'REFERENCE MARK NO. 2, STAMPED FERNS 1968 R.M. NO. 2 IS A STANDARD
 NZ1109'DISK SET IN A 9-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2
 NZ1109'INCHES.
 NZ1109'
 NZ1109'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 89.01 FEET.
 NZ1109
 NZ1109                          STATION RECOVERY (1971)
 NZ1109
 NZ1109'RECOVERY NOTE BY CITY OF MEDFORD OREGON 1971
 NZ1109'THIS STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD
 NZ1109'CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1006 ***********************************************************************
 OA1006  DESIGNATION -  FERRELO
 OA1006  PID         -  OA1006
 OA1006  STATE/COUNTY-  OR/CURRY
 OA1006  USGS QUAD   -  BROOKINGS (1986)
 OA1006
 OA1006                         *CURRENT SURVEY CONTROL
 OA1006  ___________________________________________________________________
 OA1006* NAD 83(1991)-  42 06 07.33551(N)    124 21 04.43298(W)     ADJUSTED  
 OA1006* NAVD 88     -        50.     (meters)     164.     (feet)  SCALED    
 OA1006  ___________________________________________________________________
 OA1006  LAPLACE CORR-          13.75  (seconds)                    DEFLEC99
 OA1006  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 OA1006  HORZ ORDER  -  THIRD
 OA1006
 OA1006.The horizontal coordinates were established by classical geodetic methods
 OA1006.and adjusted by the National Geodetic Survey in October 1991.
 OA1006
 OA1006.The orthometric height was scaled from a topographic map.
 OA1006
 OA1006.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1006
 OA1006.The geoid height was determined by GEOID03.
 OA1006
 OA1006;                    North         East     Units Scale Factor Converg.
 OA1006;SPC OR S     -    55,688.171 1,181,523.978   MT  1.00006624   -2 38 05.3
 OA1006;SPC OR S     -   182,703.97  3,876,391.00   iFT  1.00006624   -2 38 05.3
 OA1006;SPC CA 1     -   810,068.034 1,805,506.363   MT  1.00013979   -1 32 14.8
 OA1006;SPC CA 1     - 2,657,698.21  5,923,565.46   sFT  1.00013979   -1 32 14.8
 OA1006;UTM  10      - 4,661,988.832   388,272.121   MT  0.99975360   -0 54 21.7
 OA1006
 OA1006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1006!SPC OR S     -   0.99999657  x   1.00006624  =   1.00006281
 OA1006!SPC CA 1     -   0.99999657  x   1.00013979  =   1.00013636
 OA1006!UTM  10      -   0.99999657  x   0.99975360  =   0.99975017
 OA1006
 OA1006|---------------------------------------------------------------------|
 OA1006| PID    Reference Object                     Distance      Geod. Az  |
 OA1006|                                                           dddmmss.s |
 OA1006| OA1635 TEMP NO 1                           356.333 METERS 05032     |
 OA1006| OA1636 FER                                 478.216 METERS 0553745.4 |
 OA1006| OA1015 BROOKINGS KURY RAD MAST             APPROX. 4.2 KM 1352131.6 |
 OA1006| OA0207 HARRIS                              APPROX. 4.9 KM 1394221.6 |
 OA1006| CD8529 FERRELO RM 1                          4.471 METERS 26733     |
 OA1006| CD8530 FERRELO RM 2                         42.470 METERS 34045     |
 OA1006|---------------------------------------------------------------------|
 OA1006
 OA1006                          SUPERSEDED SURVEY CONTROL
 OA1006
 OA1006  NAD 83(1986)-  42 06 07.32391(N)    124 21 04.43468(W) AD(       ) 3
 OA1006  NAD 27      -  42 06 07.93800(N)    124 21 00.11500(W) AD(       ) 3
 OA1006
 OA1006.Superseded values are not recommended for survey control.
 OA1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1006.See file dsdata.txt to determine how the superseded data were derived.
 OA1006
 OA1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCM8827261989(NAD 83)
 OA1006_MARKER: DD = SURVEY DISK
 OA1006_SETTING: 80 = SET IN A BOULDER
 OA1006_SP_SET: IN DRILL HOLE IN P. E. BOULDER
 OA1006_STAMPING: FERRELO 1924
 OA1006_MARK LOGO: CGS   
 OA1006_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OA1006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA1006+STABILITY: SURFACE MOTION
 OA1006
 OA1006  HISTORY     - Date     Condition        Report By
 OA1006  HISTORY     - 1924     MONUMENTED       CGS
 OA1006  HISTORY     - 1924     GOOD             CGS
 OA1006  HISTORY     - 1934     GOOD             CGS
 OA1006  HISTORY     - 1934     GOOD             ORGS
 OA1006  HISTORY     - 1978     GOOD             NGS
 OA1006  HISTORY     - 19900609 GOOD             NOS
 OA1006
 OA1006                          STATION DESCRIPTION
 OA1006
 OA1006'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (FWH)
 OA1006'THIS STATION WAS NOT OCCUPIED.  IT WAS INTERSECTED FROM THREE
 OA1006'POINTS.  THERE ARE THREE FAIRLY PROMINENT POINTS AT THE END OF
 OA1006'THE CAPE.  THE STATION IS ON THE MIDDLE AND MOST OCEANWARD POINT,
 OA1006'WHICH POINT IS ALSO DISTINCT FROM THE OTHER TWO IN THAT IT HAS
 OA1006'AN OUTCROPPING SHALEY LEDGE ROCK.
 OA1006'
 OA1006'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 OA1006'DISKS WEDGED IN BOULDERS.  THE DISK IS 25 FEET FROM THE EDGE OF
 OA1006'THE BLUFF.
 OA1006'
 OA1006'THERE ARE TWO REFERENCE MARKS, ONE EXACTLY IN RANGE TO MACKS
 OA1006'REEF AND THE OTHER 10 FEET FROM EDGE OF BLUFF.
 OA1006
 OA1006                          STATION RECOVERY (1924)
 OA1006
 OA1006'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1924
 OA1006'RECOVERED IN GOOD CONDITION.
 OA1006
 OA1006                          STATION RECOVERY (1934)
 OA1006
 OA1006'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (LAM)
 OA1006'STATION RECOVERED.  THIS STATION IS ON THE MIDDLE AND MOST
 OA1006'OCEANWARD POINT OF CAPE FERRELO, ABOUT 4 MILES NW OF
 OA1006'BROOKINGS.  THIS POINT IS DISTINCT FROM THE OTHER TWO POINTS OF
 OA1006'THE CAPE IN THAT IT HAS A SHALEY LEDGE OF OUTCROPPING ROCK.
 OA1006'
 OA1006'REFERENCE MARKS ARE RESPECTIVELY 4.46 METERS (14.63 FEET) DISTANT
 OA1006'FROM THE STATION S 87 DEG. 28 MIN. W AND 42.47 METERS
 OA1006'(139.34 FEET) FROM THE STATION N 14 DEG. 32 MIN. W.
 OA1006
 OA1006                          STATION RECOVERY (1934)
 OA1006
 OA1006'RECOVERY NOTE BY OREGON GEODETIC SURVEY 1934
 OA1006'FOUND TRIANGULATION POINT U.S.C. AND G.S. TABLET FERRELO, DATED
 OA1006'1924.  REFERENCE POINT 15 FEET W OF TRIANGULATION POINT, ABOUT
 OA1006'150 FEET E OF SHORE LINE, ON GRASSY FLAT HILL.  GOOD VISION ALONG
 OA1006'SHORE LINE AND EASTWARD.  POINT ABOUT 1/4 MILE NW OF COVE AND
 OA1006'NORTHERNMOST CREEK THAT EMPTIES INTO COVE.  POINT ABOUT 3/8 MILE
 OA1006'NW OF HOUSE ON LONE RANCH.
 OA1006
 OA1006                          STATION RECOVERY (1978)
 OA1006
 OA1006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 OA1006'THE STATION MARK, AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 OA1006'CONDITION.  THE HORIZONTAL DISTANCE TO REFERENCE MARK NO. 2 WAS
 OA1006'NOT VERIFIED THIS DATE, THE DISTANCE SHOWN ABOVE WAS TAKEN FROM
 OA1006'THE ORIGINAL DESCRIPTION.  LANDMARKS HAVE CHANGED.  A NEW AND
 OA1006'COMPLETE DESCRIPTION FOLLOWS.
 OA1006'
 OA1006'THE STATION IS IN A STATE PARK, ON A GRASSY BENCH THAT IS FREE OF
 OA1006'TREES.
 OA1006'
 OA1006'TO REACH THE STATION FROM THE BROOKINGS POST OFFICE, GO NORTH ON
 OA1006'CENTER STREET FOR 0.1 MILE TO U.S. HIGHWAY 101, TURN LEFT, AND GO
 OA1006'NORTHWEST ON U.S. HIGHWAY 101 FOR 5.3 MILES TO THE ENTRANCE TO CAPE
 OA1006'FERRELO VIEWPOINT ON THE LEFT, TURN LEFT, AND GO SOUTHWEST FOR
 OA1006'0.15 MILE TO THE VIEWPOINT, AND THE END OF TRUCK TRAVEL.  HIKE
 OA1006'SOUTHWEST FOR ABOUT 1/2 MILE TO THE MOST WESTERLY POINT, AND THE
 OA1006'STATION.
 OA1006'
 OA1006'THE STATION MARK, STAMPED FERRELO 1924, IS A STANDARD DISK
 OA1006'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 1-INCH, 23
 OA1006'FEET EAST OF THE EDGE OF THE BLUFF, AND 3 FEET NORTH OF A METAL
 OA1006'WITNESS POST.
 OA1006'
 OA1006'REFERENCE MARK NO. 1, STAMPED FERRELO 1924, IS A STANDARD DISK IN
 OA1006'A BOULDER THAT IS 1-INCH BELOW THE SURFACE, AND 9 FEET EAST OF THE
 OA1006'EDGE OF THE BLUFF.
 OA1006'
 OA1006'REFERENCE MARK NO. 2, STAMPED FERRELO 1924, IS A STANDARD DISK
 OA1006'IN A BOULDER THAT PROJECTS 1-INCH, 22 FEET EAST OF THE EDGE OF
 OA1006'THE BLUFF, AND 15 FEET WEST OF THE FOOT PATH.
 OA1006'
 OA1006'TRIANGULATION STATION HARRIS 1924 MAY BE USED FOR THE AZIMUTH
 OA1006'MARK.  SEE DESCRIPTION THEREOF.
 OA1006'
 OA1006'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OA1006'5 MILES NORTHWEST OF BROOKINGS.
 OA1006
 OA1006                          STATION RECOVERY (1990)
 OA1006
 OA1006'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1990
 OA1006'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1482 ***********************************************************************
 OA1482  DESIGNATION -  FERRY
 OA1482  PID         -  OA1482
 OA1482  STATE/COUNTY-  OR/COOS
 OA1482  USGS QUAD   -  BULLARDS (1970)
 OA1482
 OA1482                         *CURRENT SURVEY CONTROL
 OA1482  ___________________________________________________________________
 OA1482* NAD 83(1991)-  43 08 59.55684(N)    124 24 22.33594(W)     ADJUSTED  
 OA1482* NAVD 88     -        22.     (meters)      72.     (feet)  SCALED    
 OA1482  ___________________________________________________________________
 OA1482  LAPLACE CORR-          13.44  (seconds)                    DEFLEC99
 OA1482  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 OA1482  HORZ ORDER  -  THIRD
 OA1482
 OA1482.The horizontal coordinates were established by classical geodetic methods
 OA1482.and adjusted by the National Geodetic Survey in October 1991.
 OA1482
 OA1482.The orthometric height was scaled from a topographic map.
 OA1482
 OA1482.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1482
 OA1482.The geoid height was determined by GEOID03.
 OA1482
 OA1482;                    North         East     Units Scale Factor Converg.
 OA1482;SPC OR S     -   172,166.348 1,182,408.230   MT  0.99989466   -2 40 20.7
 OA1482;SPC OR S     -   564,850.22  3,879,292.09   iFT  0.99989466   -2 40 20.7
 OA1482;UTM  10      - 4,778,418.288   385,660.812   MT  0.99976082   -0 57 42.6
 OA1482
 OA1482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1482!SPC OR S     -   1.00000072  x   0.99989466  =   0.99989538
 OA1482!UTM  10      -   1.00000072  x   0.99976082  =   0.99976154
 OA1482
 OA1482|---------------------------------------------------------------------|
 OA1482| PID    Reference Object                     Distance      Geod. Az  |
 OA1482|                                                           dddmmss.s |
 OA1482| CE1479 FERRY RM 1                                         03835     |
 OA1482| OA1478 PROSPER SCHOOL CUPOLA               APPROX. 2.2 KM 1145241.4 |
 OA1482| CE1480 FERRY RM 2                                         16157     |
 OA1482| OA0421 GUARD                               APPROX. 3.4 KM 1955634.1 |
 OA1482|---------------------------------------------------------------------|
 OA1482
 OA1482                          SUPERSEDED SURVEY CONTROL
 OA1482
 OA1482  NAD 83(1986)-  43 08 59.54457(N)    124 24 22.38286(W) AD(       ) 3
 OA1482  NAD 27      -  43 09 00.16300(N)    124 24 17.95000(W) AD(       ) 3
 OA1482
 OA1482.Superseded values are not recommended for survey control.
 OA1482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1482.See file dsdata.txt to determine how the superseded data were derived.
 OA1482
 OA1482_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN8566178418(NAD 83)
 OA1482_MARKER: Z = SEE DESCRIPTION
 OA1482_SETTING: 0 = UNSPECIFIED SETTING
 OA1482
 OA1482  HISTORY     - Date     Condition        Report By
 OA1482  HISTORY     - 1948     MONUMENTED       CGS
 OA1482  HISTORY     - 1971     SEE DESCRIPTION  NGS
 OA1482
 OA1482                          STATION DESCRIPTION
 OA1482
 OA1482'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RAE)
 OA1482'STATION IS LOCATED ABOUT 0.6 MILE W OF THE BULLARD POST OFFICE,
 OA1482'ABOUT 2 MILES N OF BANDON, AND ABOUT 0.4 MILE E OF THE HIGH-WATER
 OA1482'LINE ON THE PACIFIC OCEAN, ON THE HIGHEST SAND DUNE IN THE AREA.
 OA1482'
 OA1482'STATION MARK IS A BRONZE STATION DISK, STAMPED FERRY 1948, WELDED
 OA1482'TO THE TOP OF A 2-INCH GALVANIZED PIPE WHICH PROJECTS 15 INCHES
 OA1482'ABOVE THE SURFACE OF THE DUNE.  THE PIPE IS 5 FEET LONG.
 OA1482'
 OA1482'REFERENCE MARK 1 IS NE OF THE STATION AND ABOUT 4 FEET LOWER IN
 OA1482'ELEVATION.  IT IS A BRONZE REFERENCE DISK, STAMPED FERRY 1948
 OA1482'NO 1, WELDED TO THE TOP OF A 2-INCH GALVANIZED-IRON PIPE WHICH
 OA1482'PROJECTS 1 FOOT ABOVE THE SURFACE OF THE DUNE.
 OA1482'
 OA1482'REFERENCE MARK 2 IS SE OF THE STATION AND ABOUT 15 FEET LOWER
 OA1482'IN ELEVATION.  IT IS A BRONZE REFERENCE DISK, STAMPED FERRY 1948
 OA1482'NO 2, WELDED TO THE TOP OF A 2-INCH GALVANIZED-IRON PIPE WHICH
 OA1482'PROJECTS 1 FOOT ABOVE THE SURFACE OF THE GROUND.
 OA1482'
 OA1482'TO REACH THE STATION FROM BULLARDS POST OFFICE AT THE N END OF
 OA1482'BULLARDS FERRY, GO N ALONG THE GRAVEL ROAD FOR 0.15 MILE TO A
 OA1482'SIDE ROAD W.  TURN LEFT ON THE SIDE ROAD AND FOLLOW THE MAIN
 OA1482'TRACK FOR 0.3 MILE TO A CLEARING AND A FORK IN THE ROAD.  THIS IS
 OA1482'THE END OF TRUCK TRAVEL IN THE WET SEASON, HOWEVER, IN THE DRY
 OA1482'SUMMER MONTHS TRUCKS CAN BE MOVED TO THE SHORE OF THE COQUILLE
 OA1482'RIVER.  FROM THIS POINT, PACK W AND S ALONG THE ROAD FOR 0.4
 OA1482'MILE TO THE JUNCTION OF THE ROAD AND THE COQUILLE RIVER AT THE
 OA1482'EDGE OF THE TREE LINE AT THE DUNES.  TURN RIGHT (N) ALONG THE
 OA1482'EDGE OF THE DUNES FOR 0.3 MILE TO THE STATION ON THE HIGHEST
 OA1482'DUNE VISIBLE.
 OA1482
 OA1482                          STATION RECOVERY (1971)
 OA1482
 OA1482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (FAM)
 OA1482'THIS STATION SEARCHED FOR BUT NOT RECOVERED IN 1967.  THE SHIFTING
 OA1482'SAND DUNES MAKE LANDMARKS CHANGE.
 OA1482'
 OA1482'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OA1482'0.6 MI. W. OF BULLARDS POST OFFICE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0218 ***********************************************************************
 RD0218  DESIGNATION -  FF 107
 RD0218  PID         -  RD0218
 RD0218  STATE/COUNTY-  OR/CLACKAMAS
 RD0218  USGS QUAD   -  BULL RUN (1997)
 RD0218
 RD0218                         *CURRENT SURVEY CONTROL
 RD0218  ___________________________________________________________________
 RD0218* NAD 83(1986)-  45 22 30.     (N)    122 12 52.     (W)     SCALED    
 RD0218* NAVD 88     -       360.190  (meters)    1181.72   (feet)  ADJUSTED  
 RD0218  ___________________________________________________________________
 RD0218  GEOID HEIGHT-         -22.44  (meters)                     GEOID03
 RD0218  DYNAMIC HT  -         360.151 (meters)    1181.60  (feet)  COMP
 RD0218  MODELED GRAV-     980,497.6   (mgal)                       NAVD 88
 RD0218
 RD0218  VERT ORDER  -  SECOND    CLASS 0
 RD0218
 RD0218.The horizontal coordinates were scaled from a topographic map and have
 RD0218.an estimated accuracy of +/- 6 seconds.
 RD0218
 RD0218.The orthometric height was determined by differential leveling
 RD0218.and adjusted in June 1991.
 RD0218
 RD0218.The geoid height was determined by GEOID03.
 RD0218
 RD0218.The dynamic height is computed by dividing the NAVD 88
 RD0218.geopotential number by the normal gravity value computed on the
 RD0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0218.degrees latitude (g = 980.6199 gals.).
 RD0218
 RD0218.The modeled gravity was interpolated from observed gravity values.
 RD0218
 RD0218;                    North         East    Units  Estimated Accuracy
 RD0218;SPC OR N     -   191,260.    2,365,730.      MT  (+/- 180 meters Scaled)
 RD0218
 RD0218                          SUPERSEDED SURVEY CONTROL
 RD0218
 RD0218  NGVD 29 (??/??/92)  359.128  (m)         1178.24   (f) ADJ UNCH    2 0
 RD0218
 RD0218.Superseded values are not recommended for survey control.
 RD0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0218.See file dsdata.txt to determine how the superseded data were derived.
 RD0218
 RD0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER615249(NAD 83)
 RD0218_MARKER: DB = BENCH MARK DISK
 RD0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0218_STAMPING: FF 107 1934
 RD0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0218+STABILITY: SURFACE MOTION
 RD0218
 RD0218  HISTORY     - Date     Condition        Report By
 RD0218  HISTORY     - 1934     MONUMENTED       CGS
 RD0218  HISTORY     - 1947     GOOD             NGS
 RD0218  HISTORY     - 1983     MARK NOT FOUND   USGS
 RD0218
 RD0218                          STATION DESCRIPTION
 RD0218
 RD0218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 RD0218'3.0 MI E FROM SANDY.
 RD0218'3.0 MILES EAST ALONG STATE HIGHWAY 50 FROM THE COMMUNITY CHURCH AT
 RD0218'SANDY, 67.5 FEET EAST OF THE CENTER OF THE NORTH END OF A 12 INCH
 RD0218'CORRUGATED METAL PIPE CULVERT, 28.8 FEET NORTH OF THE CENTER LINE OF
 RD0218'THE HIGHWAY, 13 FEET WEST OF POWER LINE POLE NO. D 2520334, 1.5 FEET
 RD0218'SOUTH OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 RD0218'FOOT ABOVE THE GROUND.  WITNESS POST SET 4.1 FEET WEST OF THE MARK.
 RD0218
 RD0218                          STATION RECOVERY (1983)
 RD0218
 RD0218'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 RD0218'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0417 ***********************************************************************
 QD0417  DESIGNATION -  FF 113
 QD0417  PID         -  QD0417
 QD0417  STATE/COUNTY-  OR/WASCO
 QD0417  USGS QUAD   -  ANTELOPE (1987)
 QD0417
 QD0417                         *CURRENT SURVEY CONTROL
 QD0417  ___________________________________________________________________
 QD0417* NAD 83(1986)-  44 55 26.     (N)    120 44 01.     (W)     SCALED    
 QD0417* NAVD 88     -       917.461  (meters)    3010.04   (feet)  ADJUSTED  
 QD0417  ___________________________________________________________________
 QD0417  GEOID HEIGHT-         -20.59  (meters)                     GEOID03
 QD0417  DYNAMIC HT  -         917.233 (meters)    3009.29  (feet)  COMP
 QD0417  MODELED GRAV-     980,337.2   (mgal)                       NAVD 88
 QD0417
 QD0417  VERT ORDER  -  FIRST     CLASS II
 QD0417
 QD0417.The horizontal coordinates were scaled from a topographic map and have
 QD0417.an estimated accuracy of +/- 6 seconds.
 QD0417
 QD0417.The orthometric height was determined by differential leveling
 QD0417.and adjusted in June 1991.
 QD0417.WARNING-Repeat measurements at this control monument indicate possible
 QD0417.vertical movement.
 QD0417
 QD0417.The geoid height was determined by GEOID03.
 QD0417
 QD0417.The dynamic height is computed by dividing the NAVD 88
 QD0417.geopotential number by the normal gravity value computed on the
 QD0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0417.degrees latitude (g = 980.6199 gals.).
 QD0417
 QD0417.The modeled gravity was interpolated from observed gravity values.
 QD0417
 QD0417;                    North         East    Units  Estimated Accuracy
 QD0417;SPC OR N     -   139,730.    2,481,560.      MT  (+/- 180 meters Scaled)
 QD0417
 QD0417                          SUPERSEDED SURVEY CONTROL
 QD0417
 QD0417  NGVD 29 (??/??/92)  916.331  (m)         3006.33   (f) ADJ UNCH    1 2
 QD0417
 QD0417.Superseded values are not recommended for survey control.
 QD0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0417.See file dsdata.txt to determine how the superseded data were derived.
 QD0417
 QD0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ788769(NAD 83)
 QD0417_MARKER: DB = BENCH MARK DISK
 QD0417_SETTING: 80 = SET IN A BOULDER
 QD0417_SP_SET: BOULDER
 QD0417_STAMPING: FF 113 1936
 QD0417_MARK LOGO: CGS   
 QD0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0417+STABILITY: SURFACE MOTION
 QD0417
 QD0417  HISTORY     - Date     Condition        Report By
 QD0417  HISTORY     - 1936     MONUMENTED       CGS
 QD0417  HISTORY     - 1987     GOOD             NGS
 QD0417
 QD0417                          STATION DESCRIPTION
 QD0417
 QD0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 QD0417'1.4 MI N FROM ANTELOPE.
 QD0417'1.4 MILES NORTH OF HOSE CART HOUSE AT ANTELOPE 1.5 MI N OF THE POST
 QD0417'OFFICE AT ANTELOPE (STADIA) 134 FEET SOUTHWEST OF FENCE CORNER FILLED
 QD0417'WITH ROCK.  23 FEET NORTHWEST OF CENTERLINE OF ANTELOPE-SHANIKO ROAD.
 QD0417'4 FEET ABOVE ROAD.  SET IN A LARGE BOULDER, AT BOTTOM OF A ROCK POINT
 QD0417'ON TOP OF HILL.
 QD0417
 QD0417                          STATION RECOVERY (1987)
 QD0417
 QD0417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QD0417'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.3 KM
 QD0417'(1.45 MI) NORTH ALONG STATE HIGHWAY 218 FROM THE POST OFFICE IN
 QD0417'ANTELOPE, 7.10 M (23.3 FT) WEST OF THE HIGHWAY CENTERLINE, 7.86 M
 QD0417'(25.8 FT) EAST OF A FENCE.
 QD0417'THE MARK IS 0.39 METERS  S FROM  A WITNESS POST
 QD0417'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0598 ***********************************************************************
 QE0598  DESIGNATION -  FF 226
 QE0598  PID         -  QE0598
 QE0598  STATE/COUNTY-  OR/POLK
 QE0598  USGS QUAD   -  FALLS CITY (1974)
 QE0598
 QE0598                         *CURRENT SURVEY CONTROL
 QE0598  ___________________________________________________________________
 QE0598* NAD 83(1986)-  44 51 56.     (N)    123 26 02.     (W)     SCALED    
 QE0598* NAVD 88     -       112.444  (meters)     368.91   (feet)  ADJUSTED  
 QE0598  ___________________________________________________________________
 QE0598  GEOID HEIGHT-         -21.69  (meters)                     GEOID03
 QE0598  DYNAMIC HT  -         112.442 (meters)     368.90  (feet)  COMP
 QE0598  MODELED GRAV-     980,598.6   (mgal)                       NAVD 88
 QE0598
 QE0598  VERT ORDER  -  SECOND    CLASS 0
 QE0598
 QE0598.The horizontal coordinates were scaled from a topographic map and have
 QE0598.an estimated accuracy of +/- 6 seconds.
 QE0598
 QE0598.The orthometric height was determined by differential leveling
 QE0598.and adjusted in June 1991.
 QE0598
 QE0598.The geoid height was determined by GEOID03.
 QE0598
 QE0598.The dynamic height is computed by dividing the NAVD 88
 QE0598.geopotential number by the normal gravity value computed on the
 QE0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0598.degrees latitude (g = 980.6199 gals.).
 QE0598
 QE0598.The modeled gravity was interpolated from observed gravity values.
 QE0598
 QE0598;                    North         East    Units  Estimated Accuracy
 QE0598;SPC OR N     -   137,430.    2,268,200.      MT  (+/- 180 meters Scaled)
 QE0598
 QE0598                          SUPERSEDED SURVEY CONTROL
 QE0598
 QE0598  NGVD 29 (??/??/92)  111.409  (m)          365.51   (f) ADJ UNCH    2 0
 QE0598
 QE0598.Superseded values are not recommended for survey control.
 QE0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0598.See file dsdata.txt to determine how the superseded data were derived.
 QE0598
 QE0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ657681(NAD 83)
 QE0598_MARKER: R = RIVET
 QE0598_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QE0598_SP_SET: SIDEWALK
 QE0598_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0598
 QE0598  HISTORY     - Date     Condition        Report By
 QE0598  HISTORY     - UNK      MONUMENTED       CGS
 QE0598  HISTORY     - 1934     GOOD             NGS
 QE0598
 QE0598                          STATION DESCRIPTION
 QE0598
 QE0598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QE0598'IN FALLS CITY.
 QE0598'AT THE SOUTHEAST CORNER OF THE INTERSECTION OF MAIN AND THIRD STREETS,
 QE0598'15 FEET NORTHWEST OF TILE BUILDING USED FOR POST OFFICE, SET IN
 QE0598'CONCRETE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0195 ***********************************************************************
 PC0195  DESIGNATION -  FF 242
 PC0195  PID         -  PC0195
 PC0195  STATE/COUNTY-  OR/LANE
 PC0195  USGS QUAD   -  MOUNT JUNE (1986)
 PC0195
 PC0195                         *CURRENT SURVEY CONTROL
 PC0195  ___________________________________________________________________
 PC0195* NAD 83(1986)-  43 51 45.     (N)    122 41 06.     (W)     SCALED    
 PC0195* NAVD 88     -       246.905  (meters)     810.05   (feet)  ADJUSTED  
 PC0195  ___________________________________________________________________
 PC0195  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 PC0195  DYNAMIC HT  -         246.849 (meters)     809.87  (feet)  COMP
 PC0195  MODELED GRAV-     980,384.5   (mgal)                       NAVD 88
 PC0195
 PC0195  VERT ORDER  -  SECOND    CLASS 0
 PC0195
 PC0195.The horizontal coordinates were scaled from a topographic map and have
 PC0195.an estimated accuracy of +/- 6 seconds.
 PC0195
 PC0195.The orthometric height was determined by differential leveling
 PC0195.and adjusted in June 1991.
 PC0195
 PC0195.The geoid height was determined by GEOID03.
 PC0195
 PC0195.The dynamic height is computed by dividing the NAVD 88
 PC0195.geopotential number by the normal gravity value computed on the
 PC0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0195.degrees latitude (g = 980.6199 gals.).
 PC0195
 PC0195.The modeled gravity was interpolated from observed gravity values.
 PC0195
 PC0195;                    North         East    Units  Estimated Accuracy
 PC0195;SPC OR S     -   246,220.    1,324,370.      MT  (+/- 180 meters Scaled)
 PC0195
 PC0195                          SUPERSEDED SURVEY CONTROL
 PC0195
 PC0195  NGVD 29 (??/??/92)  245.797  (m)          806.42   (f) ADJ UNCH    2 0
 PC0195
 PC0195.Superseded values are not recommended for survey control.
 PC0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0195.See file dsdata.txt to determine how the superseded data were derived.
 PC0195
 PC0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP253566(NAD 83)
 PC0195_MARKER: DD = SURVEY DISK
 PC0195_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PC0195_SP_SET: CULVERT
 PC0195_STAMPING: FF 242 1934
 PC0195_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PC0195
 PC0195  HISTORY     - Date     Condition        Report By
 PC0195  HISTORY     - 1934     MONUMENTED       ORDT
 PC0195  HISTORY     - 1942     GOOD             NGS
 PC0195
 PC0195                          STATION DESCRIPTION
 PC0195
 PC0195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 PC0195'16.1 MI NW FROM OAKRIDGE.
 PC0195'16.1 MILES NORTHWEST OF THE POST OFFICE.  ALONG STATE HIGHWAY 58, 30
 PC0195'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 19.85 MILES
 PC0195'SOUTHEAST OF GOSHEN, IN THE SOUTHEAST END OF THE FERN CREEK CULVERT
 PC0195'HEADWALL AND 1 FOOT BELOW THE SURFACE OF THE HIGHWAY.  WITNESS POST
 PC0195'SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0050 ***********************************************************************
 PA0050  DESIGNATION -  FG 326
 PA0050  PID         -  PA0050
 PA0050  STATE/COUNTY-  OR/HARNEY
 PA0050  USGS QUAD   -  DRINKWATER PASS (1990)
 PA0050
 PA0050                         *CURRENT SURVEY CONTROL
 PA0050  ___________________________________________________________________
 PA0050* NAD 83(1986)-  43 47 11.     (N)    118 16 26.     (W)     SCALED    
 PA0050* NAVD 88     -      1270.273  (meters)    4167.55   (feet)  ADJUSTED  
 PA0050  ___________________________________________________________________
 PA0050  GEOID HEIGHT-         -18.31  (meters)                     GEOID03
 PA0050  DYNAMIC HT  -        1269.695 (meters)    4165.66  (feet)  COMP
 PA0050  MODELED GRAV-     980,119.6   (mgal)                       NAVD 88
 PA0050
 PA0050  VERT ORDER  -  FIRST     CLASS II
 PA0050
 PA0050.The horizontal coordinates were scaled from a topographic map and have
 PA0050.an estimated accuracy of +/- 6 seconds.
 PA0050
 PA0050.The orthometric height was determined by differential leveling
 PA0050.and adjusted in June 1991.
 PA0050
 PA0050.The geoid height was determined by GEOID03.
 PA0050
 PA0050.The dynamic height is computed by dividing the NAVD 88
 PA0050.geopotential number by the normal gravity value computed on the
 PA0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0050.degrees latitude (g = 980.6199 gals.).
 PA0050
 PA0050.The modeled gravity was interpolated from observed gravity values.
 PA0050
 PA0050;                    North         East    Units  Estimated Accuracy
 PA0050;SPC OR S     -   237,850.    1,679,160.      MT  (+/- 180 meters Scaled)
 PA0050
 PA0050                          SUPERSEDED SURVEY CONTROL
 PA0050
 PA0050  NGVD 29 (??/??/92) 1269.132  (m)         4163.81   (f) ADJ UNCH    1 2
 PA0050
 PA0050.Superseded values are not recommended for survey control.
 PA0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0050.See file dsdata.txt to determine how the superseded data were derived.
 PA0050
 PA0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ975489(NAD 83)
 PA0050_MARKER: DD = SURVEY DISK
 PA0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PA0050_STAMPING: FG 326 POT
 PA0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0050+STABILITY: SURFACE MOTION
 PA0050
 PA0050  HISTORY     - Date     Condition        Report By
 PA0050  HISTORY     - UNK      MONUMENTED       ORDT
 PA0050  HISTORY     - 1943     GOOD             NGS
 PA0050  HISTORY     - 1967     GOOD             NGS
 PA0050
 PA0050                          STATION DESCRIPTION
 PA0050
 PA0050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PA0050'11.9 MI W FROM JUNTURA.
 PA0050'ABOUT 11.9 MILES WEST ALONG U.S. HIGHWAY 20 FROM THE STATION AT
 PA0050'JUNTURA, MALHEUR COUNTY, 155 FEET WEST OF MILEPOST 178, 25 FEET WEST
 PA0050'OF THE BOTTOM OF A SMALL CANYON, 72 FEET NORTHWEST OF THE CENTER OF
 PA0050'THE HIGHWAY AND 3 FEET EAST OF A REFERENCE POST.
 PA0050
 PA0050                          STATION RECOVERY (1967)
 PA0050
 PA0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 PA0050'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AI1995 ***********************************************************************
 AI1995  CBN         -  This is a Cooperative Base Network Control Station.
 AI1995  DESIGNATION -  FHAM
 AI1995  PID         -  AI1995
 AI1995  STATE/COUNTY-  OR/LANE
 AI1995  USGS QUAD   -  MAPLETON (1984)
 AI1995
 AI1995                         *CURRENT SURVEY CONTROL
 AI1995  ___________________________________________________________________
 AI1995* NAD 83(2007)-  44 01 06.96381(N)    123 51 37.53853(W)     ADJUSTED  
 AI1995* NAVD 88     -         7.9    (meters)      26.     (feet)  GPS OBS   
 AI1995  ___________________________________________________________________
 AI1995  EPOCH DATE  -        2007.00
 AI1995  X           -  -2,559,663.062 (meters)                     COMP
 AI1995  Y           -  -3,814,869.415 (meters)                     COMP
 AI1995  Z           -   4,409,567.238 (meters)                     COMP
 AI1995  LAPLACE CORR-           7.45  (seconds)                    DEFLEC99
 AI1995  ELLIP HEIGHT-         -15.656 (meters)          (02/10/07) ADJUSTED
 AI1995  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 AI1995
 AI1995  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI1995  Type    PID    Designation                      North   East  Ellip
 AI1995  -------------------------------------------------------------------
 AI1995  NETWORK AI1995 FHAM                              0.69   0.53   1.51
 AI1995  -------------------------------------------------------------------
 AI1995
 AI1995.The horizontal coordinates were established by GPS observations
 AI1995.and adjusted by the National Geodetic Survey in February 2007.
 AI1995
 AI1995.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI1995.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI1995.The horizontal coordinates are valid at the epoch date displayed above.
 AI1995.The epoch date for horizontal control is a decimal equivalence
 AI1995.of Year/Month/Day.
 AI1995
 AI1995.The orthometric height was determined by GPS observations and a
 AI1995.high-resolution geoid model.
 AI1995
 AI1995.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI1995
 AI1995.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1995
 AI1995.The ellipsoidal height was determined by GPS observations
 AI1995.and is referenced to NAD 83.
 AI1995
 AI1995.The geoid height was determined by GEOID03.
 AI1995
 AI1995;                    North         East     Units Scale Factor Converg.
 AI1995;SPC OR S     -   266,675.576 1,230,628.144   MT  1.00000478   -2 17 56.5
 AI1995;SPC OR S     -   874,919.87  4,037,493.91   iFT  1.00000478   -2 17 56.5
 AI1995;UTM  10      - 4,874,298.662   431,037.463   MT  0.99965849   -0 35 52.5
 AI1995
 AI1995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1995!SPC OR S     -   1.00000245  x   1.00000478  =   1.00000723
 AI1995!UTM  10      -   1.00000245  x   0.99965849  =   0.99966094
 AI1995
 AI1995                          SUPERSEDED SURVEY CONTROL
 AI1995
 AI1995  NAD 83(1998)-  44 01 06.96135(N)    123 51 37.53971(W) AD(       ) A
 AI1995  ELLIP H (04/24/00)  -15.652  (m)                       GP(       ) 3 1
 AI1995  NAD 83(1991)-  44 01 06.95916(N)    123 51 37.53939(W) AD(       ) B
 AI1995  ELLIP H (10/13/99)  -15.511  (m)                       GP(       ) 3 1
 AI1995
 AI1995.Superseded values are not recommended for survey control.
 AI1995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1995.See file dsdata.txt to determine how the superseded data were derived.
 AI1995
 AI1995_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP3103774299(NAD 83)
 AI1995_MARKER: DD = SURVEY DISK
 AI1995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI1995_STAMPING: 1978 320+76.48 ELEV 22.50
 AI1995_MARK LOGO: FHWA  
 AI1995_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI1995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI1995+STABILITY: SURFACE MOTION
 AI1995_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1995+SATELLITE: SATELLITE OBSERVATIONS - 1978
 AI1995
 AI1995  HISTORY     - Date     Condition        Report By
 AI1995  HISTORY     - 1978     MONUMENTED       FHWA
 AI1995
 AI1995                          STATION DESCRIPTION
 AI1995
 AI1995'DESCRIBED BY FEDERAL HIGHWAY ADMINISTRATION 1978
 AI1995'THE STATION IS LOCATED IN THE SOUTHWEST SIDE OF MAPLETON, AT THE
 AI1995'SOUTHWESTERN EDGE OF THE ENTRANCE TO THE DAVIDSON LUMBER MILL, ON THE
 AI1995'RIGHT-OF-WAY OF STATE HIGHWAY 126.  OWNERSHIP--OREGON STATE DEPARTMENT
 AI1995'OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 AI1995'HIGHWAYS 36 AND 126 IN MAPLETON, GO SOUTH ON HIGHWAY 126 FOR 1.37 KM
 AI1995'(0.85 MI) TO THE STATION ON THE LEFT JUST PAST THE ENTRANCE TO THE
 AI1995'LUMBER MILL.  THE STATION IS A FEDERAL HIGHWAY ADMINISTRATION BRASS
 AI1995'DISK SET IN TOP OF A CONCRETE MONUMENT FLUSH WITH THE GROUND. IT IS
 AI1995'10.6 M (34.8 FT) NORTHWEST FROM POWER POLE NUMBER X114-10, AND 1.2 M
 AI1995'(3.9 FT) SOUTHWEST FROM A P-K NAIL SET IN TOP OF A WITNESS SIGNED
 AI1995'WOODEN GUARD RAIL POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0109 ***********************************************************************
 QE0109  DESIGNATION -  FIE
 QE0109  PID         -  QE0109
 QE0109  STATE/COUNTY-  OR/LANE
 QE0109  USGS QUAD   -  NIMROD (1989)
 QE0109
 QE0109                         *CURRENT SURVEY CONTROL
 QE0109  ___________________________________________________________________
 QE0109* NAD 83(1986)-  44 06 54.     (N)    122 26 12.     (W)     SCALED    
 QE0109* NAVD 88     -       289.515  (meters)     949.85   (feet)  ADJUSTED  
 QE0109  ___________________________________________________________________
 QE0109  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 QE0109  DYNAMIC HT  -         289.451 (meters)     949.64  (feet)  COMP
 QE0109  MODELED GRAV-     980,391.3   (mgal)                       NAVD 88
 QE0109
 QE0109  VERT ORDER  -  FIRST     CLASS II
 QE0109
 QE0109.The horizontal coordinates were scaled from a topographic map and have
 QE0109.an estimated accuracy of +/- 6 seconds.
 QE0109
 QE0109.The orthometric height was determined by differential leveling
 QE0109.and adjusted in June 1991.
 QE0109
 QE0109.The geoid height was determined by GEOID03.
 QE0109
 QE0109.The dynamic height is computed by dividing the NAVD 88
 QE0109.geopotential number by the normal gravity value computed on the
 QE0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0109.degrees latitude (g = 980.6199 gals.).
 QE0109
 QE0109.The modeled gravity was interpolated from observed gravity values.
 QE0109
 QE0109;                    North         East    Units  Estimated Accuracy
 QE0109;SPC OR S     -   273,770.    1,344,980.      MT  (+/- 180 meters Scaled)
 QE0109
 QE0109                          SUPERSEDED SURVEY CONTROL
 QE0109
 QE0109  NGVD 29 (??/??/92)  288.380  (m)          946.13   (f) ADJ UNCH    1 2
 QE0109
 QE0109.Superseded values are not recommended for survey control.
 QE0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0109.See file dsdata.txt to determine how the superseded data were derived.
 QE0109
 QE0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP450848(NAD 83)
 QE0109_MARKER: DB = BENCH MARK DISK
 QE0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0109_STAMPING: FIE 1935
 QE0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0109+STABILITY: SURFACE MOTION
 QE0109
 QE0109  HISTORY     - Date     Condition        Report By
 QE0109  HISTORY     - 1935     MONUMENTED       DOD
 QE0109  HISTORY     - 1943     GOOD             NGS
 QE0109  HISTORY     - 1964     GOOD             NGS
 QE0109  HISTORY     - 1984     GOOD             USGS
 QE0109  HISTORY     - 1987     MARK NOT FOUND   NGS
 QE0109
 QE0109                          STATION DESCRIPTION
 QE0109
 QE0109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QE0109'7.9 MI E FROM VIDA.
 QE0109'ALONG U. S. HIGHWAY NO. 28, 7.9 MILES EAST OF THE GATE CREEK BRIDGE AT
 QE0109'VIDA, 0.9 MILE WEST OF NIMROD, 0.2 MILE WEST OF THE H. D. CHRISTIAN
 QE0109'RICHFIELD SERVICE STATION, ABOUT 40.0 FEET NORTH OF CENTER-LINE OF
 QE0109'HIGHWAY, ON THE OUTSIDE AND NEAR THE CENTER OF A CURVE IN THE HIGHWAY,
 QE0109'ON THE TOP OF A 12 FOOT BANK, SET IN TOP OF CONCRETE POST PROJECTING 9
 QE0109'INCHES ABOVE THE GROUND.
 QE0109
 QE0109                          STATION RECOVERY (1964)
 QE0109
 QE0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 QE0109'RECOVERED IN GOOD CONDITION.
 QE0109
 QE0109                          STATION RECOVERY (1984)
 QE0109
 QE0109'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 QE0109'RECOVERED IN GOOD CONDITION.
 QE0109
 QE0109                          STATION RECOVERY (1987)
 QE0109
 QE0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE0109'THE AREA HAS BEEN SCRAPED AWAY TO WIDEN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2266 ***********************************************************************
 QE2266  DESIGNATION -  FIECHTER
 QE2266  PID         -  QE2266
 QE2266  STATE/COUNTY-  OR/BENTON
 QE2266  USGS QUAD   -  GREENBERRY (1975)
 QE2266
 QE2266                         *CURRENT SURVEY CONTROL
 QE2266  ___________________________________________________________________
 QE2266* NAD 83(1991)-  44 25 52.39111(N)    123 20 20.43389(W)     ADJUSTED  
 QE2266* NAVD 88     -              **(meters)            **(feet)            
 QE2266  ___________________________________________________________________
 QE2266  LAPLACE CORR-          -5.76  (seconds)                    DEFLEC99
 QE2266  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 QE2266  HORZ ORDER  -  THIRD
 QE2266
 QE2266.The horizontal coordinates were established by classical geodetic methods
 QE2266.and adjusted by the National Geodetic Survey in October 1991.
 QE2266
 QE2266
 QE2266.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2266
 QE2266.The geoid height was determined by GEOID03.
 QE2266
 QE2266;                    North         East     Units Scale Factor Converg.
 QE2266;SPC OR N     -    88,930.894 2,274,001.312   MT  0.99997679   -2 00 48.2
 QE2266;SPC OR N     -   291,768.02  7,460,634.23   iFT  0.99997679   -2 00 48.2
 QE2266;UTM  10      - 4,919,825.165   473,017.846   MT  0.99960895   -0 14 14.4
 QE2266
 QE2266:                Primary Azimuth Mark                     Grid Az
 QE2266:SPC OR N     -  BALD                                     003 14 53.1
 QE2266:UTM  10      -  BALD                                     001 28 19.3
 QE2266
 QE2266|---------------------------------------------------------------------|
 QE2266| PID    Reference Object                     Distance      Geod. Az  |
 QE2266|                                                           dddmmss.s |
 QE2266| QE2057 BALD                                APPROX.14.9 KM 0011404.9 |
 QE2266|---------------------------------------------------------------------|
 QE2266
 QE2266                          SUPERSEDED SURVEY CONTROL
 QE2266
 QE2266  NAD 83(1986)-  44 25 52.41377(N)    123 20 20.46244(W) AD(       ) 4
 QE2266  NAD 27      -  44 25 52.97900(N)    123 20 16.09900(W) AD(       ) 3
 QE2266
 QE2266.Superseded values are not recommended for survey control.
 QE2266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2266.See file dsdata.txt to determine how the superseded data were derived.
 QE2266
 QE2266_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ7301819825(NAD 83)
 QE2266
 QE2266  HISTORY     - Date     Condition        Report By
 QE2266  HISTORY     - 1909     MONUMENTED       USGS
 QE2266  HISTORY     - 1911     SEE DESCRIPTION  USGS
 QE2266
 QE2266                          STATION DESCRIPTION
 QE2266
 QE2266'DESCRIBED BY US GEOLOGICAL SURVEY 1911
 QE2266'IN CULTIVATED FIELD ABOUT .2 MILE NORTHWEST OF FIECHTER HOUSE,
 QE2266'ABOUT 10 MILES SOUTHWEST OF CORVALLIS, IN NORTHEAST QUARTER OF
 QE2266'SECTION 19, T 13 S, R 5 W.  STATION NOT PERMANENTLY MARKED.  TARGET
 QE2266'STILL IN PLACE IN 1911 AT TIME OF TOPOGRAPHIC MAPPING.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2606 ***********************************************************************
 RC2606  DESIGNATION -  FIELD
 RC2606  PID         -  RC2606
 RC2606  STATE/COUNTY-  OR/GILLIAM
 RC2606  USGS QUAD   -  QUINTON (1971)
 RC2606
 RC2606                         *CURRENT SURVEY CONTROL
 RC2606  ___________________________________________________________________
 RC2606* NAD 83(1991)-  45 41 15.26124(N)    120 30 14.86883(W)     ADJUSTED  
 RC2606* NAVD 88     -       365.6    (meters)    1199.     (feet)  VERTCON   
 RC2606  ___________________________________________________________________
 RC2606  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 RC2606  GEOID HEIGHT-         -21.51  (meters)                     GEOID03
 RC2606  HORZ ORDER  -  FIRST
 RC2606
 RC2606.The horizontal coordinates were established by classical geodetic methods
 RC2606.and adjusted by the National Geodetic Survey in October 1991.
 RC2606
 RC2606.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC2606.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC2606
 RC2606.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2606
 RC2606.The geoid height was determined by GEOID03.
 RC2606
 RC2606;                    North         East     Units Scale Factor Converg.
 RC2606;SPC OR N     -   224,570.170 2,499,678.284   MT  0.99993557   -0 00 10.5
 RC2606;SPC OR N     -   736,778.77  8,201,044.24   iFT  0.99993557   -0 00 10.5
 RC2606;SPC WA S     -    39,374.335   499,678.251   MT  1.00003622   -0 00 10.8
 RC2606;SPC WA S     -   129,180.63  1,639,361.06   sFT  1.00003622   -0 00 10.8
 RC2606;UTM  10      - 5,062,365.405   694,344.413   MT  1.00006437   +1 47 11.2
 RC2606
 RC2606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2606!SPC OR N     -   0.99994606  x   0.99993557  =   0.99988163
 RC2606!SPC WA S     -   0.99994606  x   1.00003622  =   0.99998228
 RC2606!UTM  10      -   0.99994606  x   1.00006437  =   1.00001043
 RC2606
 RC2606:                Primary Azimuth Mark                     Grid Az
 RC2606:SPC OR N     -  WILD                                     078 20 43.9
 RC2606:SPC WA S     -  WILD                                     078 20 44.2
 RC2606:UTM  10      -  WILD                                     076 33 22.2
 RC2606
 RC2606|---------------------------------------------------------------------|
 RC2606| PID    Reference Object                     Distance      Geod. Az  |
 RC2606|                                                           dddmmss.s |
 RC2606| RC2523 WILD                                APPROX. 1.4 KM 0782033.4 |
 RC2606| RC2528 WHITE                               APPROX. 5.2 KM 0894048.9 |
 RC2606| RC2525 WESTERN GRAIN ELEVATOR              APPROX. 7.0 KM 1185236.0 |
 RC2606| CF5279 FIELD RM 1                            4.546 METERS 14436     |
 RC2606| CF5280 FIELD RM 2                            4.780 METERS 27150     |
 RC2606|---------------------------------------------------------------------|
 RC2606
 RC2606                          SUPERSEDED SURVEY CONTROL
 RC2606
 RC2606  NAD 83(1986)-  45 41 15.27190(N)    120 30 14.86218(W) AD(       ) 1
 RC2606  NAD 27      -  45 41 15.81400(N)    120 30 10.67600(W) AD(       ) 1
 RC2606  NGVD 29 (07/19/86)  364.6    (m)         1196.     (f) VERT ANG    3  
 RC2606
 RC2606.Superseded values are not recommended for survey control.
 RC2606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2606.See file dsdata.txt to determine how the superseded data were derived.
 RC2606
 RC2606_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR9434462365(NAD 83)
 RC2606_MARKER: DD = SURVEY DISK
 RC2606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC2606_SP_SET: SQUARE CONCRETE MONUMENT
 RC2606_STAMPING: FIELD 1941
 RC2606_MARK LOGO: CGS   
 RC2606_MAGNETIC: N = NO MAGNETIC MATERIAL
 RC2606_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RC2606_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RC2606+SATELLITE: SATELLITE OBSERVATIONS - January 15, 1990
 RC2606
 RC2606  HISTORY     - Date     Condition        Report By
 RC2606  HISTORY     - 1941     MONUMENTED       CGS
 RC2606  HISTORY     - 1941     GOOD             CGS
 RC2606  HISTORY     - 1959     SEE DESCRIPTION  CGS
 RC2606  HISTORY     - 1966     SEE DESCRIPTION  CGS
 RC2606  HISTORY     - 1974     SEE DESCRIPTION  NGS
 RC2606  HISTORY     - 19900115 GOOD             MGSINC
 RC2606
 RC2606                          STATION DESCRIPTION
 RC2606
 RC2606'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (JCS)
 RC2606'STATION IS LOCATED ABOUT 13 MILES W BY S OF ARLINGTON, 1 MILE W BY
 RC2606'S OF WILD CAT FILLING STATION, AND ABOUT 1/4 MILE S OF QUINTON, ON
 RC2606'TOP OF THE MESA, WHICH IS ABOUT 500 FEET ABOVE THE ELEVATION OF
 RC2606'U.S. HIGHWAY 30.  IT IS 5 FEET W OF A STANDARD 4- BY 4-INCH WHITE
 RC2606'POST, 7 FEET N OF THE FENCE ALONG THE N EDGE OF THE BLUFF.
 RC2606'
 RC2606'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 RC2606'DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 RC2606'
 RC2606'AZIMUTH MARK IS IDENTICAL WITH THE U.S. ENGINEERS STATION
 RC2606'WILD.  TO REACH STATION WILD FROM THE QUINTON RAILROAD STATION, GO
 RC2606'E ON U.S. HIGHWAY 30 FOR 0.7 MILE TO THE WILD CAT FILLING
 RC2606'STATION.  MARK IS ABOUT 500 FEET N AND DIRECTLY IN FRONT OF THE
 RC2606'SERVICE STATION, AND 10 PACES N OF THE LEDGE.  MARK IS A 1-INCH
 RC2606'GALVANIZED PIPE SET IN A BLOB OF CONCRETE.
 RC2606'
 RC2606'TO REACH STATION FROM QUINTON RAILROAD STATION, TAKE THE ROAD
 RC2606'THAT LEADS UP TO THE TOP OF THE MESA AND LEAVES U.S. HIGHWAY 30
 RC2606'JUST S OF THE RAILROAD STATION.  FOLLOW THIS ROAD 1.2 MILES TO A
 RC2606'FORKS AT SIGN BLALOCK CANYON LEFT.  TAKE RIGHT FORK AND FOLLOW THE
 RC2606'MAIN-TRAVELED ROAD 1.8 MILES TO THE TOP OF THE BLUFF AND STATION.
 RC2606
 RC2606                          STATION RECOVERY (1941)
 RC2606
 RC2606'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 RC2606'RECOVERED IN GOOD CONDITION.
 RC2606
 RC2606                          STATION RECOVERY (1959)
 RC2606
 RC2606'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LGT)
 RC2606'THE STATION, REFERENCE AND AZIMUTH MARKS WERE RECOVERED IN GOOD
 RC2606'CONDITION.  THE ORIGINAL DESCRIPTION IS INADEQUATE.  A NEW ONE
 RC2606'FOLLOWS--
 RC2606'
 RC2606'THE STATION IS LOCATED ABOUT 13 MILES WEST-SOUTHWEST OF ARLINGTON,
 RC2606'OREGON AND ABOUT 1/4 MILE SOUTH OF QUINTON.
 RC2606'
 RC2606'TO REACH THE STATION FROM HIGHWAY MILE POST 122 ON U.S. HIGHWAY 30
 RC2606'AT QUINTON, GO SOUTHEAST ON GRAVELED ROAD (PER SIGN PHILIPPI
 RC2606'RANCHO) UP CANYON FOR 1.3 MILES TO HEAD OF CANYON AND A FORK,
 RC2606'TAKE THE RIGHT FORK AND GO WEST AND NORTH FOR 0.9 MILE TO A CATTLE
 RC2606'GUARD, CONTINUE ON GRAVELED ROAD FOR 1.0 MILE TO STATION ON NORTH
 RC2606'SIDE OF ROAD.
 RC2606'
 RC2606'THE STATION IS A STANDARD DISK STAMPED FIELD 1941, SET IN A
 RC2606'10-INCH SQUARE BLOCK OF CONCRETE PROJECTING ABOUT 3 INCHES, ON THE
 RC2606'NORTH END OF A CULTIVATED MESA ABOUT 60 FEET NORTH OF AN EAST-WEST
 RC2606'GRAVELED ROAD, 20 FEET SOUTH OF AN EAST-WEST TELEPHONE LINE, ABOUT
 RC2606'10 FEET SOUTH OF WHERE THE MESA SLOPES SHARPLY TO THE NORTH, AND
 RC2606'ABOUT 2 FEET WEST OF A 2-INCH SQUARE WHITE WITNESS POST
 RC2606'PROJECTING ABOUT 2 FEET.
 RC2606'
 RC2606'REFERENCE MARK 1 IS A STANDARD DISK STAMPED FIELD NO 1 1941, SET
 RC2606'IN A 10-INCH SQUARE CONCRETE MONUMENT PROJECTING ABOUT 3 INCHES,
 RC2606'ABOUT THE SAME ELEVATION AS THE STATION, ABOUT 48 FEET NORTH OF
 RC2606'THE CENTER OF THE ROAD, AND 25 FEET SOUTH OF THE TELEPHONE LINE.
 RC2606'
 RC2606'REFERENCE MARK 2 IS A STANDARD DISK STAMPED FIELD NO 2 1941, SET
 RC2606'IN A 10-INCH SQUARE CONCRETE MONUMENT PROJECTING ABOUT 3 INCHES,
 RC2606'ABOUT 1 FOOT HIGHER THAN THE STATION, 45 FEET NORTH OF THE CENTER
 RC2606'OF THE ROAD, AND 25 FEET SOUTH OF THE TELEPHONE LINE.
 RC2606'
 RC2606'THE AZIMUTH MARK IS U.S.E. TRIANGULATION STATION WILD, ABOUT 1
 RC2606'AIRLINE MILE EAST-NORTHEAST OF THE STATION, ABOUT 500 FEET NORTH
 RC2606'OF U.S. HIGHWAY 30 AND A SMALL CONCRETE BRIDGE, ON A LEDGE ABOUT
 RC2606'40 FEET SOUTH AND 40 FEET ABOVE THE WATER LINE OF THE COLUMBIA
 RC2606'RIVER.  THE MARK IS A 1-INCH GALVANIZED IRON PIPE SET IN AN
 RC2606'IRREGULAR MASS OF CONCRETE.  U.S.E.D. WILD 1935 IS SCRIBED IN
 RC2606'THE CONCRETE.
 RC2606'
 RC2606'TO REACH THE AZIMUTH MARK FROM PHILIPPI RANCHO ROAD, GO EAST ON
 RC2606'U.S. HIGHWAY 30 0.6 MILE TO CONCRETE BRIDGE.  PARK TRUCK AND PACK
 RC2606'NORTH 500 FEET TO MARK.
 RC2606
 RC2606                          STATION RECOVERY (1966)
 RC2606
 RC2606'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JCL)
 RC2606'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD
 RC2606'CONDITION.  LANDMARKS HAVE CHANGED.  THE FOLLOWING IS A NEW AND
 RC2606'COMPLETE DESCRIPTION.
 RC2606'
 RC2606'THE STATION IS 13 MILES WEST OF ARLINGTON AND 3/4 MILE SOUTHEAST
 RC2606'OF THE QUINTON RAILROAD SIDING ON A HIGH BLUFF OVERLOOKING THE
 RC2606'COLUMBIA RIVER ON LAND OWNED BY THE PHILIPPI RANCH.
 RC2606'
 RC2606'TO REACH THE STATION FROM THE QUINTON RAILROAD SIDING GO EAST
 RC2606'ON INTERSTATE 80 N FOR 1.5 MILES TO THE EXIT FOR PHILIPPI ROAD,
 RC2606'USE EXIT AND GO SOUTH UP THE CANYON FOR 1.3 MILES TO A 3-WAY
 RC2606'FORK, TAKE EXTREME RIGHT FORK AND GO WEST ON DIRT ROAD FOR 0.8
 RC2606'MILE TO A CATTLE GUARD, CROSS CATTLE GUARD AND GO NORTHWEST AND
 RC2606'WEST FOR 0.95 MILE TO STATION ON THE RIGHT AT A SUMMIT IN THE
 RC2606'ROAD.
 RC2606'
 RC2606'THE STATION MARK, STAMPED FIELD 1941, IS A STANDARD DISK SET IN
 RC2606'A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 5 INCHES, 58 FEET
 RC2606'NORTH OF THE CENTER OF THE DIRT ROAD, 28 FEET NORTHEAST OF A
 RC2606'TELEPHONE POLE, 9 FEET SOUTHWEST OF A POWER POLE, 6 FEET SOUTH OF
 RC2606'THE EDGE OF THE BLUFF AND 1.5 FEET EAST OF A METAL WITNESS
 RC2606'POST.  (NOTE 1A AND 7A)
 RC2606'
 RC2606'REFERENCE MARK NO. 1, STAMPED FIELD NO 1 1941, IS A STANDARD
 RC2606'DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 RC2606'4 INCHES, 50 FEET NORTH OF THE CENTER OF THE ROAD, 16 FEET
 RC2606'SOUTHEAST OF THE WITNESS POST AND 15 FEET SOUTH-SOUTHEAST OF THE
 RC2606'POWER POLE.  (NOTE 11A)
 RC2606'
 RC2606'REFERENCE MARK NO. 2, STAMPED FIELD NO 2 1941, IS A STANDARD
 RC2606'DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4
 RC2606'INCHES, 49 FEET NORTH OF THE CENTER OF THE ROAD, 15 FEET
 RC2606'NORTHEAST OF THE TELEPHONE POLE AND 14 FEET SOUTHWEST OF THE
 RC2606'WITNESS POST.  (NOTE 11A)
 RC2606'
 RC2606'TRIANGULATION STATION WILD (U.S.E.) 1941, USED FOR THE AZIMUTH
 RC2606'MARK WAS ALSO RECOVERED.  SEE RECOVERY NOTE THEREOF.
 RC2606
 RC2606                          STATION RECOVERY (1974)
 RC2606
 RC2606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 RC2606'THE STATION MARK, AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 RC2606'CONDITION, AS DESCRIBED BY J.C.L. IN THE RECOVERY NOTE DATED
 RC2606'1966.  THE TO REACH IS CORRECT, AND ADEQUATE FOR RECOVERY.  STATION
 RC2606'WILD (USE) 1941, WHICH WAS USED FOR THE AZIMUTH MARK, IS UNDER
 RC2606'WATER SINCE THE JOHN DAY POOL HAS BEEN FILLED.  LOCAL OBJECTS
 RC2606'WILL SERVE FOR AZIMUTH CONTROL.
 RC2606'
 RC2606'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RC2606'1 MILE SOUTHEAST OF QUINTON.
 RC2606
 RC2606                          STATION RECOVERY (1990)
 RC2606
 RC2606'RECOVERY NOTE BY MINISTER AND GLAESER 1990
 RC2606'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2384 ***********************************************************************
 QE2384  DESIGNATION -  FIELD
 QE2384  PID         -  QE2384
 QE2384  STATE/COUNTY-  OR/LINCOLN
 QE2384  USGS QUAD   -  TOLEDO SOUTH (1984)
 QE2384
 QE2384                         *CURRENT SURVEY CONTROL
 QE2384  ___________________________________________________________________
 QE2384* NAD 83(1991)-  44 35 50.00001(N)    123 56 13.06333(W)     ADJUSTED  
 QE2384* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 QE2384  ___________________________________________________________________
 QE2384  LAPLACE CORR-          14.70  (seconds)                    DEFLEC99
 QE2384  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 QE2384  HORZ ORDER  -  THIRD
 QE2384
 QE2384.The horizontal coordinates were established by classical geodetic methods
 QE2384.and adjusted by the National Geodetic Survey in October 1991.
 QE2384
 QE2384.The orthometric height was scaled from a topographic map.
 QE2384
 QE2384.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2384
 QE2384.The geoid height was determined by GEOID03.
 QE2384
 QE2384;                    North         East     Units Scale Factor Converg.
 QE2384;SPC OR N     -   109,208.766 2,227,212.126   MT  0.99994399   -2 26 14.8
 QE2384;SPC OR N     -   358,296.48  7,307,126.40   iFT  0.99994399   -2 26 14.8
 QE2384;UTM  10      - 4,938,635.406   425,637.463   MT  0.99966800   -0 39 28.4
 QE2384
 QE2384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2384!SPC OR N     -   1.00000301  x   0.99994399  =   0.99994700
 QE2384!UTM  10      -   1.00000301  x   0.99966800  =   0.99967100
 QE2384
 QE2384|---------------------------------------------------------------------|
 QE2384| PID    Reference Object                     Distance      Geod. Az  |
 QE2384|                                                           dddmmss.s |
 QE2384| QE2363 REAR RANGE 4                         90.358 METERS 15754     |
 QE2384| QE2346 REAR RANGE 5                        APPROX. 0.5 KM 1654715.7 |
 QE2384| QE2379 FRONT RANGE 5                       424.742 METERS 1691423.5 |
 QE2384| QE2383 DARK                                APPROX. 0.6 KM 1800426.2 |
 QE2384| QE2378 FRONT RANGE 3                       462.067 METERS 1820026.8 |
 QE2384| QE2352 FRONT RANGE 4                       269.221 METERS 18330     |
 QE2384| QE2393 YAQUINA RIVER LIGHT 42              APPROX. 1.2 KM 2064211.2 |
 QE2384| QE2357 APPLE                               APPROX. 0.6 KM 2202932.3 |
 QE2384| QE2365 DUNE                                354.162 METERS 25425     |
 QE2384| QE2359 LOWER DIKE LIGHT                    251.909 METERS 27539     |
 QE2384| QE2350 FRONT RANGE 6                       181.995 METERS 32052     |
 QE2384|---------------------------------------------------------------------|
 QE2384
 QE2384                          SUPERSEDED SURVEY CONTROL
 QE2384
 QE2384  NAD 83(1986)-  44 35 50.03492(N)    123 56 13.13011(W) AD(       ) 3
 QE2384  NAD 27      -  44 35 50.64000(N)    123 56 08.76000(W) AD(       ) 3
 QE2384
 QE2384.Superseded values are not recommended for survey control.
 QE2384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2384.See file dsdata.txt to determine how the superseded data were derived.
 QE2384
 QE2384_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ2563738635(NAD 83)
 QE2384_MARKER: Z = SEE DESCRIPTION
 QE2384_SETTING: 0 = UNSPECIFIED SETTING
 QE2384_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE2384
 QE2384  HISTORY     - Date     Condition        Report By
 QE2384  HISTORY     - 1914     MONUMENTED       CGS
 QE2384  HISTORY     - 1953     SEE DESCRIPTION  CGS
 QE2384  HISTORY     - 1974     SEE DESCRIPTION  NGS
 QE2384
 QE2384                          STATION DESCRIPTION
 QE2384
 QE2384'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (JWM)
 QE2384'STATION IS ON THE E SIDE OF THE BAY, JUST ACROSS FROM THE
 QE2384'JETTY LIGHT, AND A FEW METERS S OF A CLEARED FIELD.
 QE2384'
 QE2384'THE STATION IS MARKED BY A BOTTLE SET 3 FEET BELOW THE
 QE2384'SURFACE, AND AT THE SURFACE BY A STANDARD DISK IN A CYLINDRICAL
 QE2384'BED OF CONCRETE 8 INCHES IN DIAMETER BY 2 FEET DEEP.
 QE2384'
 QE2384'THE REFERENCE MARK IS A STANDARD DISK SET IN CONCRETE, 6.10
 QE2384'METERS E (MAGNETIC).
 QE2384
 QE2384                          STATION RECOVERY (1953)
 QE2384
 QE2384'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (FAR)
 QE2384'THE STATION IS ABOUT 1.6 MI. S OF TOLEDO, ON THE E SIDE OF THE
 QE2384'YAQUINA RIVER, W OF A CLUMP OF FIR TREES WHICH ARE ON A STEEP
 QE2384'BANK BETWEEN THE ROAD AND THE RIVER, ABOUT 18 M. S OF A DIKE ON
 QE2384'THE S END OF A MARSHY FIELD, 10.95 M. W OF TWO NAILS IN THE
 QE2384'CENTER OF A TRIANGULAR BLAZE IN A 24-IN. FIR TREE, 15.0 M. SW OF
 QE2384'A NAIL IN THE CENTER OF A TRIANGULAR BLAZE IN A 36-IN. FIR TREE,
 QE2384'2.0 M. E OF A MARSHY BANK OVERLOOKING A MUD FLAT, 2.0 M. W
 QE2384'OF A 4- BY 4-IN. POST WHICH PROJECTS 4 FT. ABOVE THE GROUND.
 QE2384'IT IS A STANDARD TRIANGULATION-STATION DISK, UNSTAMPED AND SET
 QE2384'IN A CYLINDRICAL 8-IN. CONCRETE MONUMENT 1/2 IN. BELOW THE
 QE2384'SURFACE.
 QE2384'
 QE2384'THE INDICATED POSITION FOR THE REFERENCE MARK WAS UNDER A LARGE
 QE2384'DRIFTWOOD LOG AND WAS NOT RECOVERED.
 QE2384
 QE2384                          STATION RECOVERY (1974)
 QE2384
 QE2384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 QE2384'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  THE REFERENCE
 QE2384'MARK WAS SEARCHED FOR, BUT NOT RECOVERED.  IT IS NOT BELIEVED
 QE2384'TO BE DESTROYED, BUT STORM TIDES HAVE DEPOSITED LOTS OF DEBRIS
 QE2384'IN THE AREA, MAKING RECOVERY VERY DIFFICULT.  A NEW TO REACH,
 QE2384'AND NEW REFERENCE MEASUREMENTS FOLLOW.
 QE2384'
 QE2384'TO REACH THE STATION FROM THE TOLEDO POST OFFICE GO SOUTHEAST,
 QE2384'AND SOUTHWEST, TOWARD THE AIRPORT FOR 1.1 MILES TO THE SOUTHWEST
 QE2384'END OF THE BRIDGE OVER THE YAQUINA RIVER, CONTINUE SOUTHWEST
 QE2384'ON COUNTY ROAD 520 FOR 0.3 MILE TO A FORK, AT THE TOP OF THE
 QE2384'GRADE, TAKE THE RIGHT FORK, AND CONTINUE SOUTHWEST ON COUNTY
 QE2384'ROAD 520 FOR 0.5 MILE TO THE ENTRANCE TO THE PUBLIC BOAT
 QE2384'LANDING, AND THE STATION ON THE RIGHT, ABOUT 20 FEET LOWER
 QE2384'THAN THE ROAD.
 QE2384'
 QE2384'THE STATION MARK, IS AN UNSTAMPED STANDARD DISK SET IN A
 QE2384'CYLINDRICAL CONCRETE MONUMENT THAT IS 8-INCHES IN DIAMETER, AND
 QE2384'2-INCHES BELOW THE SURFACE, 80 FEET WEST OF COUNTY ROAD 520, 71
 QE2384'FEET SOUTH OF THE ROAD TO THE BOAT BASIN, 66 FEET SOUTHEAST
 QE2384'OF A U.S. ENGINEERS MONUMENT, STAMPED PASTURE 1972, AND 1.7 FOOT
 QE2384'EAST-NORTHEAST OF A METAL WITNESS POST.
 QE2384'
 QE2384'NOTE--WHEN THE TIDES ARE HIGH THE STATION IS UNDER WATER.
 QE2384'
 QE2384'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QE2384'1-3/4 MILES SOUTH OF TOLEDO.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2506 ***********************************************************************
 RD2506  DESIGNATION -  FIELDS
 RD2506  PID         -  RD2506
 RD2506  STATE/COUNTY-  OR/CLACKAMAS
 RD2506  USGS QUAD   -  CANBY (1985)
 RD2506
 RD2506                         *CURRENT SURVEY CONTROL
 RD2506  ___________________________________________________________________
 RD2506* NAD 83(1991)-  45 20 10.68902(N)    122 39 47.42657(W)     ADJUSTED  
 RD2506* NAVD 88     -       179.     (meters)     587.     (feet)  SCALED    
 RD2506  ___________________________________________________________________
 RD2506  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 RD2506  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 RD2506  HORZ ORDER  -  THIRD
 RD2506
 RD2506.The horizontal coordinates were established by classical geodetic methods
 RD2506.and adjusted by the National Geodetic Survey in October 1991.
 RD2506
 RD2506.The orthometric height was scaled from a topographic map.
 RD2506
 RD2506.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2506
 RD2506.The geoid height was determined by GEOID03.
 RD2506
 RD2506;                    North         East     Units Scale Factor Converg.
 RD2506;SPC OR N     -   187,802.335 2,330,478.683   MT  0.99989885   -1 32 02.7
 RD2506;SPC OR N     -   616,149.39  7,645,927.44   iFT  0.99989885   -1 32 02.7
 RD2506;UTM  10      - 5,020,365.625   526,391.279   MT  0.99960856   +0 14 22.4
 RD2506
 RD2506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2506!SPC OR N     -   0.99997550  x   0.99989885  =   0.99987436
 RD2506!UTM  10      -   0.99997550  x   0.99960856  =   0.99958407
 RD2506
 RD2506:                Primary Azimuth Mark                     Grid Az
 RD2506:SPC OR N     -  SUNSET RESET                             022 00 45.1
 RD2506:UTM  10      -  SUNSET RESET                             020 14 20.0
 RD2506
 RD2506|---------------------------------------------------------------------|
 RD2506| PID    Reference Object                     Distance      Geod. Az  |
 RD2506|                                                           dddmmss.s |
 RD2506| RD2502 SUNSET RESET                        APPROX. 2.8 KM 0202842.4 |
 RD2506| CE2534 FIELDS RM 2                          10.109 METERS 10126     |
 RD2506| CE2535 FIELDS RM 3                          50.307 METERS 30514     |
 RD2506| CE2533 FIELDS RM 1                          12.094 METERS 35544     |
 RD2506|---------------------------------------------------------------------|
 RD2506
 RD2506                          SUPERSEDED SURVEY CONTROL
 RD2506
 RD2506  NAD 83(1986)-  45 20 10.70867(N)    122 39 47.43513(W) AD(       ) 3
 RD2506  NAD 27      -  45 20 11.27601(N)    122 39 43.10065(W) AD(       ) 3
 RD2506
 RD2506.Superseded values are not recommended for survey control.
 RD2506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2506.See file dsdata.txt to determine how the superseded data were derived.
 RD2506
 RD2506_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER2639120366(NAD 83)
 RD2506_MARKER: Z = SEE DESCRIPTION
 RD2506_SETTING: 0 = UNSPECIFIED SETTING
 RD2506
 RD2506  HISTORY     - Date     Condition        Report By
 RD2506  HISTORY     - 1946     MONUMENTED       CGS
 RD2506  HISTORY     - 1973     SEE DESCRIPTION  NGS
 RD2506
 RD2506                          STATION DESCRIPTION
 RD2506
 RD2506'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (EBB)
 RD2506'STATION IS LOCATED ABOUT 50 FEET FROM THE EDGE OF THE BLUFF THAT
 RD2506'OVERLOOKS THE WILLAMETTE RIVER TO THE E AND THE TOWN OF WILLAMETTE
 RD2506'TO THE NE.
 RD2506'
 RD2506'STATION MARK IS A BRONZE STATION DISK SET IN CONCRETE, STAMPED
 RD2506'FIELDS 1946 AND PROJECTS 3 INCHES.  UNDERGROUND MARK IS A BRONZE
 RD2506'STATION DISK SET IN CONCRETE.
 RD2506'
 RD2506'REFERENCE MARK 1 IS N OF THE STATION, 13 FEET S OF THE EDGE OF
 RD2506'THE BLUFF, AND 14 FEET SW OF A LARGE TREE STUMP.  IT IS A BRONZE
 RD2506'REFERENCE DISK SET IN CONCRETE, STAMPED FIELDS NO 1 1946 AND
 RD2506'PROJECTS 3 INCHES.  IT HAS THE SAME ELEVATION AS THE STATION.
 RD2506'
 RD2506'REFERENCE MARK 2 IS ESE OF THE STATION, 1.5 FEET LOWER, AND
 RD2506'PROJECTS 3 INCHES.  IT IS A BRONZE REFERENCE DISK SET IN CONCRETE
 RD2506'AND STAMPED FIELDS NO 2 1946.
 RD2506'
 RD2506'TO REACH THE STATION FROM THE BRIDGE CROSSING THE TUALATIN RIVER
 RD2506'AT THE W END OF TUALATIN STREET IN WILLAMETTE, CONTINUE W FOR 0.7
 RD2506'MILE TO A BOARD GATE ON THE LEFT, PASS THROUGH GATE AND FOLLOW
 RD2506'TRACK ROAD UPHILL ALONG THE E SIDE OF A DRAW TO THE TOP OF THE
 RD2506'HILL IN A PASTURE, TURN LEFT 0.2 MILE, CROSSING PASTURE AND
 RD2506'PASSING THROUGH BRUSH ABOUT 100 YARDS TO THE STATION.
 RD2506'
 RD2506'NOTE--AN AZIMUTH MARK WILL NOT SEE FROM STATION.
 RD2506
 RD2506                          STATION RECOVERY (1973)
 RD2506
 RD2506'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 RD2506'THE STATION MARK, AND REFERENCE MARK NO. 1 WAS FOUND IN GOOD
 RD2506'CONDITION.  REFERENCE MARK NO. 2 HAD BEEN DESTROYED BY FARM
 RD2506'MACHINERY.  REFERENCE MARK NO. 3 WAS ESTABLISHED.  THE ORIGINAL
 RD2506'DESCRIPTION IS OBSOLETE.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 RD2506'
 RD2506'THE STATION IS ON CULTIVATED LAND OWNED BY MR. DONALD E. HERSHISER.
 RD2506'
 RD2506'TO REACH THE STATION FROM THE WILLAMETTE GRADE SCHOOL, GO SOUTH
 RD2506'ON 12TH STREET FOR 0.1 MILE TO TUALATIN AVENUE, TURN RIGHT, AND GO
 RD2506'WEST ON TUALATIN AVENUE FOR 0.25 MILE TO THE WEST END OF THE BRIDGE
 RD2506'OVER THE TUALATIN RIVER, CONTINUE WEST, UPGRADE ON THE MACADAM
 RD2506'ROAD FOR 0.6 MILE TO MR. HERSHISERS DRIVEWAY ON THE LEFT, TURN
 RD2506'LEFT, AND GO SOUTH, AND WEST ON THE DRIVEWAY FOR 0.35 MILE TO
 RD2506'THE STATION.
 RD2506'
 RD2506'THE STATION MARK, STAMPED FIELDS 1946, IS A STANDARD DISK SET IN
 RD2506'A CONCRETE MONUMENT THAT IS 18-INCHES BELOW THE SURFACE, 250 FEET
 RD2506'EAST OF MR. HERSHISERS DWELLING, 85 FEET NORTH OF THE RAIL FENCE
 RD2506'ON THE NORTH SIDE OF THE DRIVEWAY, 50 FEET SOUTH OF THE TOP OF A
 RD2506'CUT BANK, AND 40 FEET SOUTH OF A METAL WITNESS POST.
 RD2506'
 RD2506'REFERENCE MARK NO. 1, STAMPED FIELDS NO 1 1946, IS A STANDARD DISK
 RD2506'SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH, 15 FEET
 RD2506'SOUTH OF THE TOP OF THE CUT BANK, AND 1 FOOT WEST OF A METAL
 RD2506'WITNESS POST.
 RD2506'
 RD2506'REFERENCE MARK NO. 3, STAMPED FIELDS 1946 NO 3 1973, IS A
 RD2506'STANDARD DISK CEMENTED IN A DRILL HOLE IN THE CONCRETE FLOOR OF
 RD2506'THE KENNEL, 4.5 FEET NORTH OF THE SOUTHEAST CORNER, 0.5 FOOT
 RD2506'SOUTHWEST OF THE CENTER POST, 0.5 FOOT WEST OF THE EAST END OF THE
 RD2506'KENNEL, AND 4 FEET HIGHER THAN THE STATION.
 RD2506'
 RD2506'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RD2506'1 MILE SOUTHWEST OF WILLAMETTE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0258 ***********************************************************************
 NX0258  DESIGNATION -  FIELDS
 NX0258  PID         -  NX0258
 NX0258  STATE/COUNTY-  OR/HARNEY
 NX0258  USGS QUAD   -  FIELDS BASIN (1971)
 NX0258
 NX0258                         *CURRENT SURVEY CONTROL
 NX0258  ___________________________________________________________________
 NX0258* NAD 83(1991)-  42 17 22.97095(N)    118 45 33.25947(W)     ADJUSTED  
 NX0258* NAVD 88     -      1993.4    (meters)    6540.     (feet)  VERTCON   
 NX0258  ___________________________________________________________________
 NX0258  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 NX0258  GEOID HEIGHT-         -19.48  (meters)                     GEOID03
 NX0258  HORZ ORDER  -  FIRST
 NX0258
 NX0258.The horizontal coordinates were established by classical geodetic methods
 NX0258.and adjusted by the National Geodetic Survey in October 1991.
 NX0258
 NX0258.The NAVD 88 height was computed by applying the VERTCON shift value to
 NX0258.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NX0258
 NX0258.The Laplace correction was computed from DEFLEC99 derived deflections.
 NX0258
 NX0258.The geoid height was determined by GEOID03.
 NX0258
 NX0258;                    North         East     Units Scale Factor Converg.
 NX0258;SPC OR S     -    70,703.537 1,643,558.631   MT  1.00001127   +1 11 27.4
 NX0258;SPC OR S     -   231,966.98  5,392,252.73   iFT  1.00001127   +1 11 27.4
 NX0258;UTM  11      - 4,683,442.166   354,964.580   MT  0.99985882   -1 11 02.3
 NX0258
 NX0258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NX0258!SPC OR S     -   0.99969051  x   1.00001127  =   0.99970178
 NX0258!UTM  11      -   0.99969051  x   0.99985882  =   0.99954938
 NX0258
 NX0258|---------------------------------------------------------------------|
 NX0258| PID    Reference Object                     Distance      Geod. Az  |
 NX0258|                                                           dddmmss.s |
 NX0258| CD6522 FIELDS RM 1                          18.724 METERS 16957     |
 NX0258| CD6523 FIELDS RM 2                          12.012 METERS 27223     |
 NX0258| CD6521 FIELDS AZ MK                                       3351217.4 |
 NX0258|---------------------------------------------------------------------|
 NX0258
 NX0258                          SUPERSEDED SURVEY CONTROL
 NX0258
 NX0258  NAD 83(1986)-  42 17 22.97612(N)    118 45 33.25935(W) AD(       ) 1
 NX0258  NAD 27      -  42 17 23.36800(N)    118 45 29.59700(W) AD(       ) 1
 NX0258  NGVD 29 (07/19/86) 1992.2    (m)         6536.     (f) VERT ANG    3  
 NX0258
 NX0258.Superseded values are not recommended for survey control.
 NX0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NX0258.See file dsdata.txt to determine how the superseded data were derived.
 NX0258
 NX0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG5496583442(NAD 83)
 NX0258_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NX0258_SETTING: 80 = SET IN A BOULDER
 NX0258_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 NX0258
 NX0258  HISTORY     - Date     Condition        Report By
 NX0258  HISTORY     - 1938     MONUMENTED       CGS
 NX0258  HISTORY     - 1971     SEE DESCRIPTION  USGS
 NX0258
 NX0258                          STATION DESCRIPTION
 NX0258
 NX0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (ACT)
 NX0258'STATION IS 5.6 MILES DRIVE, 30 MINUTE DRIVE, 1 HOUR PACK.  ON
 NX0258'THE HIGHEST POINT OF THE FIELDS RIDGE, 4 MILES, AIRLINE, NW OF
 NX0258'FIELDS POST OFFICE.  THE RIDGE EXTENDS IN A NW-SE DIRECTION, AND
 NX0258'THE STATION IS ON THE THIRD PEAK COUNTING FROM THE SE END OF THE
 NX0258'RIDGE.  IT CAN BE SEEN FROM FIELDS POST OFFICE.
 NX0258'
 NX0258'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 NX0258'IN A BOULDER AS DESCRIBED IN NOTE 4.  REFERENCE AND AZIMUTH MARKS
 NX0258'ARE STANDARD BRONZE DISKS IN OUTCROPPING BEDROCK AS DESCRIBED IN
 NX0258'NOTE 12A.
 NX0258'
 NX0258'TO REACH FROM THE POST OFFICE AT FIELDS GO NW ON THE FRENCH GLEN
 NX0258'ROAD 4.95 MILES TO SMALL ARTIFICIAL POND ON LEFT, W SIDE OF
 NX0258'ROAD.  CONTINUE ABOUT 150 YARDS TO DIM ROAD TO LEFT.  TAKE LEFT
 NX0258'ROAD AND CONTINUE 0.1 MILE TO OLD CAMP SITE.  HERE TURN SHARP,
 NX0258'LEFT W AND DRIVE CROSS COUNTRY 0.6 MILE TO BASE OF RIDGE AND END
 NX0258'OF TRUCK TRAVEL.  PACK UP RIDGE TO TOP, TURN LEFT, S, AND FOLLOW
 NX0258'ALONG TOP OF RIDGE ABOUT 3/4 MILE TO HIGHEST POINT AND STATION.
 NX0258'1 HOUR PACK.
 NX0258'
 NX0258'ALL MARKS STAMPED FIELDS (1935).  BOTH REFERENCE MARKS ARE 4
 NX0258'FEET BELOW STATION MARK.  THE AZIMUTH MARK IS ON THE SECOND HIGH
 NX0258'POINT NW OF THE STATION, 2 FEET FROM E EDGE OF OUTCROPPING
 NX0258'ROCK.  THE INTERVENING HIGH POINT IS MADE PROMINENT BY A BLACK
 NX0258'ROCK FORMATION ABOUT 7 FEET HIGH.
 NX0258'
 NX0258'ROAD FROM FIELDS POST OFFICE TO POND MENTIONED ABOVE IS
 NX0258'FAIR.  CROSS COUNTRY DRIVING IS ROUGH WITH BOULDERS AND SAGEBRUSH.
 NX0258
 NX0258                          STATION RECOVERY (1971)
 NX0258
 NX0258'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 NX0258'DESCRIBED IN U.S. COAST AND GEODETIC SURVEY DESCRIPTION LIST 284
 NX0258'PAGE 10.  ALL MARKS IN GOOD CONDITION.  AZIMUTH MARK NOT SEARCHED
 NX0258'FOR.  NEW LOCATED AND TO REACH FOLLOWS.
 NX0258'
 NX0258'LOCATED ABOUT 38 MI (AIRLINE) SSE. OF FRENCHGLEN, OREGON.  ABOUT
 NX0258'14.5 MI SSW. OF ANDREWS.  ABOUT 4.5 MI NW. OF FIELDS.  ON THE
 NX0258'SOUTHEAST END AND HIGHEST POINT OF A NW.-SE. RIDGE LYING
 NX0258'BETWEEN ALVORD PEAK TO THE NE. AND THE PUEBLO MTNS. TO THE S.
 NX0258'
 NX0258'TO REACH FROM POST OFFICE IN FRENCHGLEN, DRIVE S. ON STATE ROAD
 NX0258'205 FOR 43.7 MI TO THE JCT. OF A TRACK RD. SE. ABOUT 0.3 MI W. OF
 NX0258'THE DIAGONAL CROSSING OF A DOUBLE WOODEN POLE POWER LINE.  TURN
 NX0258'RIGHT ON TRACK RD. FOR 1.2 MI TO GATE IN FENCE LINE.  PASS
 NX0258'THROUGH GATE AND BEGIN ASCENT UP LEFT DRAW DRIVING ON ROUGH TRACK
 NX0258'RD. FOR 0.9 MI TO SOUTHWEST SIDE OF STOCKPOND.  CONTINUE
 NX0258'GENERALLY S. FOR 1.0 MI TO T-TRACK RDS. E. OF STOCKPOND.  TURN
 NX0258'LEFT, SE., AND DRIVE 0.6 MI TO END OF TRACK RD. ON SOUTH SIDE
 NX0258'OF STOCKPOND.  CONTINUE ACROSS COUNTRY UP DRAW SE. FOR 1.4 MI
 NX0258'TO HEAD OF DRAW BELOW SADDLE IN RIDGE TOP.  TURN LEFT AND DRIVE
 NX0258'UPWARD FOR 0.3 MI TO HIGHEST POINT OF RIDGE AND STATION.
 NX0258'
 NX0258'STATION REACHED BY HELICOPTER.  GOOD LANDING SITE AT STATION.
 NX0258'
 NX0258'RM 1 TO RM 2 NOT MEASURED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC1005 ***********************************************************************
 QC1005  DESIGNATION -  FIELDS PEAK
 QC1005  PID         -  QC1005
 QC1005  STATE/COUNTY-  OR/GRANT
 QC1005  USGS QUAD   -  BIG WEASEL SPRS (1983)
 QC1005
 QC1005                         *CURRENT SURVEY CONTROL
 QC1005  ___________________________________________________________________
 QC1005* NAD 83(1991)-  44 20 18.68402(N)    119 15 30.57564(W)     ADJUSTED  
 QC1005* NAVD 88     -      2245.     (meters)    7365.     (feet)  SCALED    
 QC1005  ___________________________________________________________________
 QC1005  LAPLACE CORR-           5.56  (seconds)                    DEFLEC99
 QC1005  GEOID HEIGHT-         -18.25  (meters)                     GEOID03
 QC1005  HORZ ORDER  -  FIRST
 QC1005
 QC1005.The horizontal coordinates were established by classical geodetic methods
 QC1005.and adjusted by the National Geodetic Survey in October 1991.
 QC1005
 QC1005.The orthometric height was scaled from a topographic map.
 QC1005
 QC1005.The Laplace correction was computed from DEFLEC99 derived deflections.
 QC1005
 QC1005.The geoid height was determined by GEOID03.
 QC1005
 QC1005;                    North         East     Units Scale Factor Converg.
 QC1005;SPC OR N     -    75,420.102 2,599,004.588   MT  0.99999870   +0 52 49.7
 QC1005;SPC OR N     -   247,441.28  8,526,917.94   iFT  0.99999870   +0 52 49.7
 QC1005;UTM  11      - 4,911,953.648   319,958.882   MT  0.99999866   -1 34 44.0
 QC1005
 QC1005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QC1005!SPC OR N     -   0.99965093  x   0.99999870  =   0.99964963
 QC1005!UTM  11      -   0.99965093  x   0.99999866  =   0.99964959
 QC1005
 QC1005:                Primary Azimuth Mark                     Grid Az
 QC1005:SPC OR N     -  CALAMITY BUTTE                           141 41 13.0
 QC1005:UTM  11      -  CALAMITY BUTTE                           144 08 46.7
 QC1005
 QC1005|---------------------------------------------------------------------|
 QC1005| PID    Reference Object                     Distance      Geod. Az  |
 QC1005|                                                           dddmmss.s |
 QC1005| PA0681 CALAMITY BUTTE                      APPROX.57.2 KM 1423402.7 |
 QC1005| QC0997 EAST FLAGTAIL LOOKOUT               APPROX.17.3 KM 1783059.1 |
 QC1005| QC0996 WEST FLAGTAIL                       APPROX.17.0 KM 1860643.0 |
 QC1005| CD6524 FIELDS PEAK RM 1                     11.622 METERS 22830     |
 QC1005| QC1013 EAST WOLF MTN LOOKOUT TREE          APPROX.35.8 KM 2680228.5 |
 QC1005| CD6525 FIELDS PEAK RM 2                      4.625 METERS 29211     |
 QC1005| QC0964 RUDIO MOUNTAIN                      APPROX.30.5 KM 3311748.0 |
 QC1005|---------------------------------------------------------------------|
 QC1005
 QC1005                          SUPERSEDED SURVEY CONTROL
 QC1005
 QC1005  NAD 83(1986)-  44 20 18.69029(N)    119 15 30.57164(W) AD(       ) 1
 QC1005  NAD 27      -  44 20 19.15200(N)    119 15 26.70400(W) AD(       ) 1
 QC1005
 QC1005.Superseded values are not recommended for survey control.
 QC1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC1005.See file dsdata.txt to determine how the superseded data were derived.
 QC1005
 QC1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK1995911954(NAD 83)
 QC1005_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QC1005_SETTING: 66 = SET IN ROCK OUTCROP
 QC1005
 QC1005  HISTORY     - Date     Condition        Report By
 QC1005  HISTORY     - 1933     MONUMENTED       CGS
 QC1005  HISTORY     - 1946     SEE DESCRIPTION  CGS
 QC1005
 QC1005                          STATION DESCRIPTION
 QC1005
 QC1005'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (FGJ)
 QC1005'STATION IS LOCATED IN SEC. 20, T 14 S, R 29 E.  ON THE HIGHEST
 QC1005'POINT OF FIELDS PEAK A VERY SHARP PEAK WHICH IS MOSTLY OCCUPIED
 QC1005'BY THE FOREST SERVICE LOOKOUT HOUSE.
 QC1005'
 QC1005'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS IN
 QC1005'OUTCROPPING BEDROCK AS DESCRIBED IN NOTE 2 AND 12A.
 QC1005'
 QC1005'STATION IS REACHED FROM JOHN DAY AS FOLLOWS--GO S ON THE BURNS
 QC1005'HIGHWAY 17.0 MILES TAKE RIGHT FORK AS PER SIGN READING MURDERERS
 QC1005'CREEK CAMP, GO 16.2 MILES ALONG THE WELL-TRAVELED ROAD AS PER
 QC1005'ALL SIGN POINTERS TO MURDERERS CREEK CAMP AND GUARD STATION FROM
 QC1005'THE GUARD STATION CONTINUE DOWN THE CREEK 0.8 MILE, TURN RIGHT
 QC1005'UP TEX CREEK AND GO 5.0 MILES TO THE TOP OF GRADE, AND OLD CAMP
 QC1005'SITE, LEAVE TRUCK HERE AND GO N TO TOP OF SMALL SUMMIT AND DOWN
 QC1005'INTO SADDLE TO JUNCTION OF FIELDS CREEK AND FIELDS PEAK,
 QC1005'TRAILS CONTINUE UPHILL ALONG THE LATTER ABOUT 2.5 MILES.
 QC1005'ABOUT 1-1/2 HOUR PACK TO TOP OF THE MOUNTAIN.
 QC1005'
 QC1005'FLAGTAIL E AND W ARE APPROXIMATELY 11 MILES S OF STATION.
 QC1005
 QC1005                          STATION RECOVERY (1946)
 QC1005
 QC1005'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (DHK)
 QC1005'THE STATION WAS RECOVERED AS DESCRIBED BY F.G.J. IN 1933 AND ALL
 QC1005'MARKS WERE FOUND IN GOOD CONDITION.  THE FOREST SERVICE HAS
 QC1005'BUILT A LOOKOUT CABIN ON THE SUMMIT, RENDERING THE STATION MARK
 QC1005'USELESS FOR FURTHER OCCUPATION.  A NEW STATION, FIELDS PEAK NO.2
 QC1005'1946 WAS ESTABLISHED, 3.377 METERS NORTHWEST OF THE OLD MARK AND
 QC1005'8.1 FEET WEST OF THE NORTHWEST CORNER OF THE LOOKOUT CABIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC1004 ***********************************************************************
 QC1004  DESIGNATION -  FIELDS PEAK 2
 QC1004  PID         -  QC1004
 QC1004  STATE/COUNTY-  OR/GRANT
 QC1004  USGS QUAD   -  BIG WEASEL SPRS (1983)
 QC1004
 QC1004                         *CURRENT SURVEY CONTROL
 QC1004  ___________________________________________________________________
 QC1004* NAD 83(1991)-  44 20 18.77337(N)    119 15 30.66383(W)     ADJUSTED  
 QC1004* NAVD 88     -      2245.5    (meters)    7367.     (feet)  VERTCON   
 QC1004  ___________________________________________________________________
 QC1004  LAPLACE CORR-           5.56  (seconds)                    DEFLEC99
 QC1004  GEOID HEIGHT-         -18.25  (meters)                     GEOID03
 QC1004  HORZ ORDER  -  FIRST
 QC1004
 QC1004.The horizontal coordinates were established by classical geodetic methods
 QC1004.and adjusted by the National Geodetic Survey in October 1991.
 QC1004
 QC1004.The NAVD 88 height was computed by applying the VERTCON shift value to
 QC1004.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QC1004
 QC1004.The Laplace correction was computed from DEFLEC99 derived deflections.
 QC1004
 QC1004.The geoid height was determined by GEOID03.
 QC1004
 QC1004;                    North         East     Units Scale Factor Converg.
 QC1004;SPC OR N     -    75,422.830 2,599,002.593   MT  0.99999869   +0 52 49.6
 QC1004;SPC OR N     -   247,450.23  8,526,911.39   iFT  0.99999869   +0 52 49.6
 QC1004;UTM  11      - 4,911,956.459   319,957.006   MT  0.99999866   -1 34 44.0
 QC1004
 QC1004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QC1004!SPC OR N     -   0.99965090  x   0.99999869  =   0.99964959
 QC1004!UTM  11      -   0.99965090  x   0.99999866  =   0.99964956
 QC1004
 QC1004|---------------------------------------------------------------------|
 QC1004| PID    Reference Object                     Distance      Geod. Az  |
 QC1004|                                                           dddmmss.s |
 QC1004| QC1005 FIELDS PEAK                           3.380 METERS 14441     |
 QC1004| CD6524 FIELDS PEAK RM 1                     12.482 METERS 21252     |
 QC1004| CD6525 FIELDS PEAK RM 2                      2.548 METERS 24632     |
 QC1004| QC1017 SPANISH PEAK                        APPROX.41.9 KM 2803925.2 |
 QC1004| QC1006 ALDRICH                             APPROX.16.0 KM 2854827.9 |
 QC1004|---------------------------------------------------------------------|
 QC1004
 QC1004                          SUPERSEDED SURVEY CONTROL
 QC1004
 QC1004  NAD 83(1986)-  44 20 18.77963(N)    119 15 30.65983(W) AD(       ) 1
 QC1004  NAD 27      -  44 20 19.24100(N)    119 15 26.79200(W) AD(       ) 1
 QC1004  NGVD 29 (07/19/86) 2244.2    (m)         7363.     (f) VERT ANG    3  
 QC1004
 QC1004.Superseded values are not recommended for survey control.
 QC1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC1004.See file dsdata.txt to determine how the superseded data were derived.
 QC1004
 QC1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK1995711956(NAD 83)
 QC1004_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QC1004_SETTING: 66 = SET IN ROCK OUTCROP
 QC1004
 QC1004  HISTORY     - Date     Condition        Report By
 QC1004  HISTORY     - 1946     MONUMENTED       CGS
 QC1004
 QC1004                          STATION DESCRIPTION
 QC1004
 QC1004'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 QC1004'THE STATION IS LOCATED ABOUT 9 MILES SOUTHWEST OF MT. VERNON AND
 QC1004'ABOUT 16 MILES SOUTHEAST OF DAYVILLE, ON THE HIGHEST POINT OF
 QC1004'FIELDS PEAK.  IT IS 8.1 FEET WEST OF THE NORTHWEST CORNER OF THE
 QC1004'LOOKOUT CABIN AND APPROXIMATELY 1 FOOT LOWER.  IT IS SET IN
 QC1004'BEDROCK, 6 INCHES BELOW THE SURFACE OF THE GROUND AND
 QC1004'STAMPED--FIELDS PEAK NO 2 1946.
 QC1004'
 QC1004'FIELDS PEAK 1933 IS SOUTHWEST OF THE STATION AND 1 FOOT
 QC1004'HIGHER.  IT IS 1.1 FEET WEST OF THE SIDE OF THE LOOKOUT CABIN,
 QC1004'SET IN BEDROCK WHICH PROJECTS 6 INCHES AND IS STAMPED FIELDS PK
 QC1004'1933.  THIS STATION WAS RENDERED USELESS FOR FURTHER OCCUPATION
 QC1004'BY THE ERECTION OF THE LOOKOUT CABIN.
 QC1004'
 QC1004'REFERENCE MARK NO. 1 IS SOUTH-SOUTHWEST OF AND APPROXIMATELY 6
 QC1004'FEET LOWER THAN THE STATION.  IT IS SET IN BEDROCK WHICH PROJECTS
 QC1004'3 INCHES AND IS STAMPED FIELDS PK NO 1 1933 AND POINTS TO FIELDS
 QC1004'PK 1933.
 QC1004'
 QC1004'REFERENCE MARK NO. 2 IS WEST-SOUTHWEST OF AND APPROXIMATELY 14
 QC1004'INCHES LOWER THAN THE STATION.  IT IS SET IN BEDROCK FLUSH WITH
 QC1004'THE GROUND, STAMPED--FIELDS PK NO 2 1933, AND POINTS TO FIELDS
 QC1004'PK 1933.
 QC1004'
 QC1004'STATION ALDRICH (USGS 1940) 1946 WAS USED AS THE AZIMUTH MARK
 QC1004'AS THERE WAS NO SUITABLE PLACE FOR ONE NEAR THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1709 ***********************************************************************
 RD1709  DESIGNATION -  FINLEY
 RD1709  PID         -  RD1709
 RD1709  STATE/COUNTY-  OR/POLK
 RD1709  USGS QUAD   -  AMITY (1993)
 RD1709
 RD1709                         *CURRENT SURVEY CONTROL
 RD1709  ___________________________________________________________________
 RD1709* NAD 83(1991)-  45 02 51.60950(N)    123 08 53.83206(W)     ADJUSTED  
 RD1709* NAVD 88     -       246.     (meters)     807.     (feet)  VERTCON   
 RD1709  ___________________________________________________________________
 RD1709  LAPLACE CORR-          -7.86  (seconds)                    DEFLEC99
 RD1709  GEOID HEIGHT-         -22.41  (meters)                     GEOID03
 RD1709  HORZ ORDER  -  SECOND
 RD1709
 RD1709.The horizontal coordinates were established by classical geodetic methods
 RD1709.and adjusted by the National Geodetic Survey in October 1991.
 RD1709
 RD1709.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD1709.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD1709
 RD1709.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1709
 RD1709.The geoid height was determined by GEOID03.
 RD1709
 RD1709;                    North         East     Units Scale Factor Converg.
 RD1709;SPC OR N     -   156,877.509 2,291,423.079   MT  0.99989681   -1 52 41.3
 RD1709;SPC OR N     -   514,689.99  7,517,792.25   iFT  0.99989681   -1 52 41.3
 RD1709;UTM  10      - 4,988,256.572   488,322.436   MT  0.99960168   -0 06 17.8
 RD1709
 RD1709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1709!SPC OR N     -   0.99996494  x   0.99989681  =   0.99986175
 RD1709!UTM  10      -   0.99996494  x   0.99960168  =   0.99956663
 RD1709
 RD1709                          SUPERSEDED SURVEY CONTROL
 RD1709
 RD1709  NAD 83(1986)-  45 02 51.63433(N)    123 08 53.84570(W) AD(       ) 2
 RD1709  NAD 27      -  45 02 52.20926(N)    123 08 49.48320(W) AD(       ) 2
 RD1709  NGVD 29 (07/19/86)  245.     (m)          804.     (f) VERT ANG    3  
 RD1709
 RD1709.Superseded values are not recommended for survey control.
 RD1709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1709.See file dsdata.txt to determine how the superseded data were derived.
 RD1709
 RD1709_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ8832288257(NAD 83)
 RD1709
 RD1709  HISTORY     - Date     Condition        Report By
 RD1709  HISTORY     - 1972     MONUMENTED       OR-053
 RD1709  HISTORY     - 1989     MARK NOT FOUND   NGS
 RD1709  HISTORY     - 19961005 MARK NOT FOUND   USPSQD
 RD1709
 RD1709                          STATION DESCRIPTION
 RD1709
 RD1709'DESCRIBED BY POLK COUNTY OREGON 1972 (RB)
 RD1709'THE STATION IS LOCATED IN POLK COUNTY, OREGON, IN THE SOUTHWEST
 RD1709'QUARTER OF THE SOUTHEAST QUARTER OF SECTION 14, TOWNSHIP 6 SOUTH,
 RD1709'RANGE 4 WEST OF THE WILLAMETTE MERIDIAN.
 RD1709'
 RD1709'TO REACH THE STATION FROM THE INTERSECTION OF OSH 99W AND 22 GO
 RD1709'NORTH ON 99W FOR 7.6 MILES, TURN RIGHT (EAST) ON COUNTY ROAD M-2
 RD1709'AND GO 3.3 MILES TURN LEFT (NORTH) ON COUNTY ROAD 634, GO 1.35
 RD1709'MILES.  THE STATION IS ON THE LEFT (NORTH) SIDE OF THE ROAD.
 RD1709'
 RD1709'THE STATION IS A CONCRETE MONUMENT WITH A BRASS CAP SET FLUSH WITH
 RD1709'THE GROUND STAMPED FINLEY 14DC 64 1972.  THE STATION HAS A
 RD1709'5/8 IN X 30 IN IRON ROD UNDERGROUND STATION.  IT IS LOCATED 2
 RD1709'FEET SOUTH OF A FENCE AND 2 FEET SOUTH OF A WITNESS POST.
 RD1709'
 RD1709'R.M. 1 IS A 5/8 IN X 30 IN IRON ROD WITH POLK COUNTY ALUMINUM
 RD1709'CAP SET FLUSH WITH THE GROUND, 2 FEET SOUTH OF A FENCE.
 RD1709'
 RD1709'R.M. 2 IS A 5/8 IN X 30 IN IRON ROD WITH POLK COUNTY ALUMINUM
 RD1709'CAP SET FLUSH WITH THE GROUND 2 FEET NORTH OF A FENCE.
 RD1709'
 RD1709'HEIGHT OF LIGHT ABOVE STATION MARK 0.41 METER.
 RD1709
 RD1709                          STATION RECOVERY (1989)
 RD1709
 RD1709'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 (KP)
 RD1709'MARK NOT FOUND.
 RD1709
 RD1709                          STATION RECOVERY (1996)
 RD1709
 RD1709'RECOVERY NOTE BY US POWER SQUADRON 1996
 RD1709'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2177 ***********************************************************************
 RD2177  DESIGNATION -  FIR
 RD2177  PID         -  RD2177
 RD2177  STATE/COUNTY-  OR/MULTNOMAH
 RD2177  USGS QUAD   -  MULTNOMAH FALLS (1994)
 RD2177
 RD2177                         *CURRENT SURVEY CONTROL
 RD2177  ___________________________________________________________________
 RD2177* NAD 83(1991)-  45 36 16.48325(N)    122 02 43.00744(W)     ADJUSTED  
 RD2177* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 RD2177  ___________________________________________________________________
 RD2177  LAPLACE CORR-           7.03  (seconds)                    DEFLEC99
 RD2177  GEOID HEIGHT-         -21.95  (meters)                     GEOID03
 RD2177  HORZ ORDER  -  THIRD
 RD2177
 RD2177.The horizontal coordinates were established by classical geodetic methods
 RD2177.and adjusted by the National Geodetic Survey in October 1991.
 RD2177
 RD2177.The orthometric height was scaled from a topographic map.
 RD2177
 RD2177.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2177
 RD2177.The geoid height was determined by GEOID03.
 RD2177
 RD2177;                    North         East     Units Scale Factor Converg.
 RD2177;SPC OR N     -   216,499.280 2,379,464.282   MT  0.99992349   -1 05 45.2
 RD2177;SPC OR N     -   710,299.48  7,806,641.35   iFT  0.99992349   -1 05 45.2
 RD2177;SPC WA S     -    31,330.485   379,448.225   MT  1.00005969   -1 07 20.9
 RD2177;SPC WA S     -   102,790.10  1,244,906.38   sFT  1.00005969   -1 07 20.9
 RD2177;UTM  10      - 5,050,558.233   574,450.955   MT  0.99966815   +0 40 55.9
 RD2177
 RD2177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2177!SPC OR N     -   1.00000328  x   0.99992349  =   0.99992677
 RD2177!SPC WA S     -   1.00000328  x   1.00005969  =   1.00006297
 RD2177!UTM  10      -   1.00000328  x   0.99966815  =   0.99967143
 RD2177
 RD2177:                Primary Azimuth Mark                     Grid Az
 RD2177:SPC OR N     -  LOOKOUT 1901                             354 19 35.0
 RD2177:SPC WA S     -  LOOKOUT 1901                             354 21 10.7
 RD2177:UTM  10      -  LOOKOUT 1901                             352 32 53.9
 RD2177
 RD2177|---------------------------------------------------------------------|
 RD2177| PID    Reference Object                     Distance      Geod. Az  |
 RD2177|                                                           dddmmss.s |
 RD2177| RD2117 LOOKOUT 1901                        APPROX. 2.4 KM 3531349.8 |
 RD2177|---------------------------------------------------------------------|
 RD2177
 RD2177                          SUPERSEDED SURVEY CONTROL
 RD2177
 RD2177  NAD 83(1986)-  45 36 16.49244(N)    122 02 43.01495(W) AD(       ) 3
 RD2177  NAD 27      -  45 36 17.07000(N)    122 02 38.72100(W) AD(       ) 3
 RD2177
 RD2177.Superseded values are not recommended for survey control.
 RD2177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2177.See file dsdata.txt to determine how the superseded data were derived.
 RD2177
 RD2177_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER7445150558(NAD 83)
 RD2177_MARKER: I = METAL ROD
 RD2177_SETTING: 0 = UNSPECIFIED SETTING
 RD2177_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD2177
 RD2177  HISTORY     - Date     Condition        Report By
 RD2177  HISTORY     - 1938     MONUMENTED       USE
 RD2177  HISTORY     - 1947     GOOD             CGS
 RD2177  HISTORY     - 1952     GOOD             CGS
 RD2177
 RD2177                          STATION DESCRIPTION
 RD2177
 RD2177'DESCRIBED BY US ENGINEERS 1938 (WMS)
 RD2177'STATION IS LOCATED ON THE S BANK OF THE COLUMBIA RIVER ABOUT 1/4
 RD2177'MILE DOWNSTREAM FROM MC GOWENS LANDING AT DODSON, OREGON, AND ON A
 RD2177'SMALL SAND POINT EXTENDING OUT INTO THE RIVER.  IT IS AT THE EDGE OF
 RD2177'THE LINE OF TALL COTTONWOODS JUST BACK OF THE HIGH WATER CUT BANK
 RD2177'AND ABOUT 4 METERS FROM THE EDGE OF THE CUT BANK.  IT IS SITUATED IN
 RD2177'A WAY THAT IT WONT SEE DOWNSTREAM.
 RD2177'
 RD2177'STATION MARK IS CONCRETE BLOCK WITH 1 1/2-INCH IRON PIPE IN CENTER
 RD2177'AND FIR USE MARKED ON IT.
 RD2177
 RD2177                          STATION RECOVERY (1947)
 RD2177
 RD2177'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (EHB)
 RD2177'MARK IS IN EXCELLENT CONDITION.
 RD2177'
 RD2177'STATION IS LOCATED ON THE S BANK OF THE COLUMBIA RIVER, ABOUT 0.3
 RD2177'MILE DOWNSTREAM FROM MC GOWANS LANDING AT DODSON.  IT IS ON A SMALL
 RD2177'SAND POINT ABOUT 200 FEET FROM A SMALL BIGHT IN THE RIVER, AT THE
 RD2177'EDGE OF A LINE OF TALL COTTONWOOD TREES JUST BACK FROM THE CUT-BANK,
 RD2177'AND IS SITUATED IN A WAY THAT IT WONT SEE DOWNSTREAM.  IT IS 65
 RD2177'FEET E OF A 36-INCH-DIAMETER COTTONWOOD TREE USED AS A HYDROGRAPHIC
 RD2177'SIGNAL IN 1947, 13.6 FEET NW OF A 30-INCH-DIAMETER
 RD2177'TRIANGULAR-BLAZED COTTONWOOD WITNESS TREE, 12.3 FEET NW OF A
 RD2177'30-INCH-DIAMETER TRIANGULAR-BLAZED COTTONWOOD WITNESS TREE, AND 9.6
 RD2177'FEET NE OF THE CUT-BANK, SET FLUSH WITH THE SURFACE.  IN THE FUTURE
 RD2177'THIS MARK MAY BE DESTROYED BY THE CONSTRUCTION OF THE NEW COLUMBIA
 RD2177'RIVER HIGHWAY.
 RD2177'
 RD2177'STATION IS MARKED BY A SECTION OF 1-1/4-INCH IRON PIPE SET IN A
 RD2177'CONCRETE POST, WITH USED FIR 1935 MARKED IN THE TOP OF CONCRETE.
 RD2177
 RD2177                          STATION RECOVERY (1952)
 RD2177
 RD2177'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ANS)
 RD2177'THE STATION WAS RECOVERED AND THE MARK WAS FOUND IN GOOD CONDITION.
 RD2177'THE MARK IS NOW 1.3 FEET BELOW THE SURFACE OF THE GROUND.
 RD2177'
 RD2177'THE STATION IS ON THE S BANK OF THE COLUMBIA RIVER, ABOUT 0.4 MILE W
 RD2177'OF DODSON, 1/4 MILE N OF THE RAILROAD OVERPASS ON THE ROUTE OF U.S.
 RD2177'HIGHWAY 30, AND 300 FEET W OF A SMALL BIGHT AT THE MOUTH OF AN
 RD2177'INTERMITTENT CREEK.
 RD2177'
 RD2177'STATION MARK IS A 1-1/4-INCH PIPE SET IN THE CENTER OF A 9-INCH
 RD2177'SQUARE BLOCK OF CONCRETE THAT IS 1.3 FEET BELOW THE SURFACE OF THE
 RD2177'GROUND.  FIR USED 1935 IS INSCRIBED IN THE TOP OF THE CONCRETE BLOCK.
 RD2177'IT IS ABOUT 75 YARDS W OF THE END OF THE RIDGE AT THE BIGHT, 33.5
 RD2177'FEET N OF A TRIANGULAR BLAZE ON A 12-INCH TREE, 22.2 FEET E OF A
 RD2177'TRIANGULAR BLAZE ON A 12-INCH TREE, AND 8 FEET S OF THE RIVERBANK.
 RD2177'
 RD2177'TO REACH THE STATION FROM THE W SIDE OF DODSON, TAKE THE LANE
 RD2177'LEADING N FOR 0.1 MILE TO THE RIVERBANK AND THE END OF TRUCK
 RD2177'TRAVEL.  THENCE CONTINUE SW DOWNSTREAM ALONG THE BANK FOR ABOUT
 RD2177'1/3 MILE TO THE SMALL BIGHT AT THE CREEK MOUTH.  CONTINUE DOWNSTREAM
 RD2177'ALONG THE TOP OF THE BANK ABOUT 100 YARDS TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3165 ***********************************************************************
 RD3165  DESIGNATION -  FIR
 RD3165  PID         -  RD3165
 RD3165  STATE/COUNTY-  OR/MULTNOMAH
 RD3165  USGS QUAD   -  PORTLAND (1990)
 RD3165
 RD3165                         *CURRENT SURVEY CONTROL
 RD3165  ___________________________________________________________________
 RD3165* NAD 83(1991)-  45 31 21.35728(N)    122 44 49.32924(W)     ADJUSTED  
 RD3165* NAVD 88     -       347.0    (meters)    1138.     (feet)  VERTCON   
 RD3165  ___________________________________________________________________
 RD3165  LAPLACE CORR-           2.42  (seconds)                    DEFLEC99
 RD3165  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 RD3165  HORZ ORDER  -  SECOND
 RD3165
 RD3165.The horizontal coordinates were established by classical geodetic methods
 RD3165.and adjusted by the National Geodetic Survey in October 1991.
 RD3165
 RD3165.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD3165.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD3165
 RD3165.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3165
 RD3165.The geoid height was determined by GEOID03.
 RD3165
 RD3165;                    North         East     Units Scale Factor Converg.
 RD3165;SPC OR N     -   208,676.795 2,324,484.091   MT  0.99991363   -1 35 36.8
 RD3165;SPC OR N     -   684,635.15  7,626,260.14   iFT  0.99991363   -1 35 36.8
 RD3165;SPC WA S     -    23,538.122   324,455.143   MT  1.00008488   -1 37 56.1
 RD3165;SPC WA S     -    77,224.66  1,064,483.25   sFT  1.00008488   -1 37 56.1
 RD3165;UTM  10      - 5,041,038.337   519,755.367   MT  0.99960480   +0 10 49.8
 RD3165
 RD3165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3165!SPC OR N     -   0.99994919  x   0.99991363  =   0.99986282
 RD3165!SPC WA S     -   0.99994919  x   1.00008488  =   1.00003406
 RD3165!UTM  10      -   0.99994919  x   0.99960480  =   0.99955401
 RD3165
 RD3165:                Primary Azimuth Mark                     Grid Az
 RD3165:SPC OR N     -  CEM                                      116 46 38.0
 RD3165:SPC WA S     -  CEM                                      116 48 57.3
 RD3165:UTM  10      -  CEM                                      115 00 11.4
 RD3165
 RD3165|---------------------------------------------------------------------|
 RD3165| PID    Reference Object                     Distance      Geod. Az  |
 RD3165|                                                           dddmmss.s |
 RD3165| RD3119 CEM                                 APPROX. 1.3 KM 1151101.2 |
 RD3165| RD3152 MONUMENT                            423.598 METERS 1440904.9 |
 RD3165|---------------------------------------------------------------------|
 RD3165
 RD3165                          SUPERSEDED SURVEY CONTROL
 RD3165
 RD3165  NAD 83(1986)-  45 31 21.37678(N)    122 44 49.33346(W) AD(       ) 2
 RD3165  NAD 27      -  45 31 21.95300(N)    122 44 44.98100(W) AD(       ) 2
 RD3165  NGVD 29 (07/19/86)  345.9    (m)         1135.     (f) VERT ANG    3  
 RD3165
 RD3165.Superseded values are not recommended for survey control.
 RD3165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3165.See file dsdata.txt to determine how the superseded data were derived.
 RD3165
 RD3165_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1975541038(NAD 83)
 RD3165
 RD3165  HISTORY     - Date     Condition        Report By
 RD3165  HISTORY     - 1903     FIRST OBSERVED   CGS
 RD3165  HISTORY     - 1959     MARK NOT FOUND   CGS
 RD3165  HISTORY     - 20050331 MARK NOT FOUND   USPSQD
 RD3165
 RD3165                          STATION DESCRIPTION
 RD3165
 RD3165'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (ANS)
 RD3165'STATION WAS NOT FOUND.
 RD3165'
 RD3165'THE GEOGRAPHIC POSITION OF THE STATION WAS PLOTTED ON A 1947
 RD3165'PLANIMETRIC MAP, PORTLAND NO. 21, AND THE AREA THUS LOCATED WAS
 RD3165'VISITED.  A HALF-HOUR SEARCH WAS CONDUCTED, BUT NO SIGNS OF A MARK
 RD3165'WAS FOUND.  THE STATION WAS NOT DESCRIBED AND IT IS NOT KNOWN
 RD3165'WHETHER IT IS MARKED OR NOT.  THERE IS A LONE FIR TREE ON THE
 RD3165'SLOPE OF THE HILL THAT MAY HAVE BEEN INTERSECTED AND GIVEN THE
 RD3165'STATION NAME.  NO OBSERVATIONS WERE MADE AT THIS TIME TO PROVE OR
 RD3165'DISPROVE THIS POSSIBILITY.
 RD3165
 RD3165                          STATION RECOVERY (2005)
 RD3165
 RD3165'RECOVERY NOTE BY US POWER SQUADRON 2005 (RHH)
 RD3165'THIS STATION IS MOSTLY WITHIN FENCED PROPERTY, POSTED NO TRESPASSING
 RD3165'WITH LOCKED GATES
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1106 ***********************************************************************
 OA1106  DESIGNATION -  FIR
 OA1106  PID         -  OA1106
 OA1106  STATE/COUNTY-  OR/DOUGLAS
 OA1106  USGS QUAD   -  TAHKENITCH CREEK (1984)
 OA1106
 OA1106                         *CURRENT SURVEY CONTROL
 OA1106  ___________________________________________________________________
 OA1106* NAD 83(1991)-  43 51 11.86537(N)    124 09 15.26335(W)     ADJUSTED  
 OA1106* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 OA1106  ___________________________________________________________________
 OA1106  LAPLACE CORR-          14.19  (seconds)                    DEFLEC99
 OA1106  GEOID HEIGHT-         -25.18  (meters)                     GEOID03
 OA1106  HORZ ORDER  -  THIRD
 OA1106
 OA1106.The horizontal coordinates were established by classical geodetic methods
 OA1106.and adjusted by the National Geodetic Survey in October 1991.
 OA1106
 OA1106.The orthometric height was scaled from a topographic map.
 OA1106
 OA1106.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1106
 OA1106.The geoid height was determined by GEOID03.
 OA1106
 OA1106;                    North         East     Units Scale Factor Converg.
 OA1106;SPC OR S     -   249,312.451 1,206,289.318   MT  0.99996603   -2 30 00.1
 OA1106;SPC OR S     -   817,954.24  3,957,642.12   iFT  0.99996603   -2 30 00.1
 OA1106;UTM  10      - 4,856,226.378   407,231.871   MT  0.99970585   -0 47 59.0
 OA1106
 OA1106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1106!SPC OR S     -   1.00000331  x   0.99996603  =   0.99996934
 OA1106!UTM  10      -   1.00000331  x   0.99970585  =   0.99970916
 OA1106
 OA1106|---------------------------------------------------------------------|
 OA1106| PID    Reference Object                     Distance      Geod. Az  |
 OA1106|                                                           dddmmss.s |
 OA1106| CE1481 FIR RM 1                             25.380 METERS 13228     |
 OA1106| CE1482 FIR RM 2                             67.060 METERS 17721     |
 OA1106| OA1100 CREEK                               455.785 METERS 2953907.4 |
 OA1106| OA1107 SILTCOOS                            APPROX. 3.0 KM 3591145.9 |
 OA1106|---------------------------------------------------------------------|
 OA1106
 OA1106                          SUPERSEDED SURVEY CONTROL
 OA1106
 OA1106  NAD 83(1986)-  43 51 11.87050(N)    124 09 15.31374(W) AD(       ) 3
 OA1106  NAD 27      -  43 51 12.43700(N)    124 09 10.87000(W) AD(       ) 3
 OA1106
 OA1106.Superseded values are not recommended for survey control.
 OA1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1106.See file dsdata.txt to determine how the superseded data were derived.
 OA1106
 OA1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP0723256226(NAD 83)
 OA1106_MARKER: Z = SEE DESCRIPTION
 OA1106_SETTING: 0 = UNSPECIFIED SETTING
 OA1106
 OA1106  HISTORY     - Date     Condition        Report By
 OA1106  HISTORY     - 1928     MONUMENTED       CGS
 OA1106  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OA1106  HISTORY     - 1971     SEE DESCRIPTION  NGS
 OA1106
 OA1106                          STATION DESCRIPTION
 OA1106
 OA1106'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (GLB)
 OA1106'LOCATED 1 MILE S OF THE MOUTH OF THE SILTCOOS RIVER (LOCALLY KNOWN
 OA1106'AS TEN MILE CREEK) AND 1/3 MILE IN FROM THE BEACH.  THE STATION
 OA1106'IS LOCATED ON TOP OF A SAND RIDGE WHICH PARALLELS THE BEACH, AND
 OA1106'ITS POSITION MAY BE IDENTIFIED BY THREE SPRUCE TREES GROWING CLOSE
 OA1106'TOGETHER.  THE MOST SOUTHERLY OF THESE IS ABOUT 4 METERS S OF THE
 OA1106'STATION AND IS MARKED BY A TRIANGULAR BLAZE WITH NAILS IN THE
 OA1106'VERTICES AND AT THE CENTER OF THE TRIANGLE.  THESE TREES ARE
 OA1106'WELL OUT FROM THE TIMBER LINE AND ARE PROMINENT LANDMARKS.
 OA1106'
 OA1106'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 OA1106'CONCRETE AT THE CENTER OF THE TOP OF TILES.
 OA1106'
 OA1106'UNDERGROUND MARK IS A STANDARD BRONZE DISK SET IN CONCRETE, AS
 OA1106'DESCRIBED IN NOTE 7A.
 OA1106'
 OA1106'REFERENCE MARK NO.1 IS ON A SAND RIDGE JUST W OF THE STATION
 OA1106'AND REFERENCE MARK NO.2 IS ON A SMALL GRASSY SAND HUMP S OF THE
 OA1106'STATION.
 OA1106
 OA1106                          STATION RECOVERY (1934)
 OA1106
 OA1106'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (LAM)
 OA1106'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  STATION
 OA1106'IS IN DOUGLAS AND NOT LANE COUNTY, AS GIVEN IN ORIGINAL
 OA1106'DESCRIPTION.  IT IS LOCATED ABOUT 1.6 MILES S OF THE MOUTH OF
 OA1106'SILTCOOS RIVER, 0.3 MILE IN SHORE FROM THE BEACH, AND ABOUT 0.6
 OA1106'MILE S OF THE N BOUNDARY OF THE COUNTY.  IT IS ABOUT 0.3 MILE W
 OA1106'OF CARTER LAKE, ON THE TOP OF A SAND RIDGE WHICH PARALLELS THE
 OA1106'BEACH.  THE LOCALITY MAY BE IDENTIFIED BY THREE SPRUCE TREES
 OA1106'WHICH GROW CLOSE TOGETHER, THE MOST SOUTHERLY OF WHICH IS ABOUT 4
 OA1106'METERS S OF THE STATION AND IS MARKED BY A TRIANGULAR BLAZE WITH
 OA1106'NAILS IN THE ANGLES AND CENTER.
 OA1106
 OA1106                          STATION RECOVERY (1971)
 OA1106
 OA1106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RBM)
 OA1106'NOT RECOVERED AFTER A THOROUGH SEARCH.  A HOLE 7 FEET DEEP WAS
 OA1106'DUG AT THE DESCRIBED STATION SITE, AND NO TRACE OF THE STATION
 OA1106'WAS FOUND.  CONSIDERABLE DRIFTING SAND IS EVIDENT AT THE STATION
 OA1106'LOCATION AND THE STATION COULD STILL BE IN PLACE UNDER THE SOUTH
 OA1106'END OF THE SAND DUNE.  BROKEN CONCRETE AND RED TILE WAS FOUND AT
 OA1106'THE DESCRIBED LOCATION OF REFERENCE MARK 1.  NONE OF THE MARKS
 OA1106'WERE RECOVERED.
 OA1106'
 OA1106'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OA1106'8 MILES SSE OF FLORENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1202 ***********************************************************************
 OA1202  DESIGNATION -  FIR
 OA1202  PID         -  OA1202
 OA1202  STATE/COUNTY-  OR/DOUGLAS
 OA1202  USGS QUAD   -  WINCHESTER BAY (1985)
 OA1202
 OA1202                         *CURRENT SURVEY CONTROL
 OA1202  ___________________________________________________________________
 OA1202* NAD 83(1991)-  43 40 03.78838(N)    124 11 50.35475(W)     ADJUSTED  
 OA1202* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 OA1202  ___________________________________________________________________
 OA1202  LAPLACE CORR-          16.52  (seconds)                    DEFLEC99
 OA1202  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 OA1202  HORZ ORDER  -  THIRD
 OA1202
 OA1202.The horizontal coordinates were established by classical geodetic methods
 OA1202.and adjusted by the National Geodetic Survey in October 1991.
 OA1202
 OA1202.The orthometric height was scaled from a topographic map.
 OA1202
 OA1202.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1202
 OA1202.The geoid height was determined by GEOID03.
 OA1202
 OA1202;                    North         East     Units Scale Factor Converg.
 OA1202;SPC OR S     -   228,866.581 1,201,918.959   MT  0.99993252   -2 31 46.2
 OA1202;SPC OR S     -   750,874.61  3,943,303.67   iFT  0.99993252   -2 31 46.2
 OA1202;UTM  10      - 4,835,664.656   403,471.422   MT  0.99971461   -0 49 36.4
 OA1202
 OA1202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1202!SPC OR S     -   1.00000319  x   0.99993252  =   0.99993571
 OA1202!UTM  10      -   1.00000319  x   0.99971461  =   0.99971780
 OA1202
 OA1202:                Primary Azimuth Mark                     Grid Az
 OA1202:SPC OR S     -  BAG                                      003 21 51.8
 OA1202:UTM  10      -  BAG                                      001 39 42.0
 OA1202
 OA1202|---------------------------------------------------------------------|
 OA1202| PID    Reference Object                     Distance      Geod. Az  |
 OA1202|                                                           dddmmss.s |
 OA1202| OA1189 BAG                                 APPROX. 2.1 KM 0005005.6 |
 OA1202| OA1210 MAST                                APPROX. 1.2 KM 2261931.7 |
 OA1202|---------------------------------------------------------------------|
 OA1202
 OA1202                          SUPERSEDED SURVEY CONTROL
 OA1202
 OA1202  NAD 83(1986)-  43 40 03.79174(N)    124 11 50.40277(W) AD(       ) 3
 OA1202  NAD 27      -  43 40 04.35200(N)    124 11 46.01500(W) AD(       ) 3
 OA1202
 OA1202.Superseded values are not recommended for survey control.
 OA1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1202.See file dsdata.txt to determine how the superseded data were derived.
 OA1202
 OA1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP0347135665(NAD 83)
 OA1202
 OA1202  HISTORY     - Date     Condition        Report By
 OA1202  HISTORY     - 1920     MONUMENTED       USE
 OA1202  HISTORY     - 1936     SEE DESCRIPTION  CGS
 OA1202  HISTORY     - 1948     SEE DESCRIPTION  CGS
 OA1202  HISTORY     - 1956     SEE DESCRIPTION  USN
 OA1202  HISTORY     - 1967     SEE DESCRIPTION  CGS
 OA1202
 OA1202                          STATION DESCRIPTION
 OA1202
 OA1202'DESCRIBED BY US ENGINEERS 1920 (OWS)
 OA1202'STATION IS LOCATED UNDER A LARGE FIR TREE IN THE SLOPE OF RIDGE AT
 OA1202'JUNCTION OF TREE LINE AND SAND, ABOUT 600 METERS N OF UMPQUA
 OA1202'RIVER LIGHTHOUSE.
 OA1202'
 OA1202'STATION IS MARKED BY CONCRETE BLOCK WITH A 3/4-INCH PIPE SET IN
 OA1202'CENTER AND PROJECTING ABOUT 3 INCHES ABOVE TOP OF BLOCK.
 OA1202
 OA1202                          STATION RECOVERY (1936)
 OA1202
 OA1202'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (LAM)
 OA1202'STATION WAS RECOVERED IN GOOD CONDITION.  IT IS LOCATED AT THE
 OA1202'EDGE OF THE WOODS E OF THE MOUTH OF UMPQUA RIVER, AT UMPQUA
 OA1202'BEACH RESORT.
 OA1202'
 OA1202'STATION MARKED BY SECTION OF 3/4-INCH IRON PIPE PROJECTING FROM
 OA1202'BLOCK OF CONCRETE LETTERED FIR U.S.E. 1915.
 OA1202'
 OA1202'STATION MAY BE REACHED FROM COMMUNITY OF WINCHESTER BAY BY
 OA1202'DRIVING S FOR 1.2 MILES ALONG OREGON COAST HIGHWAY (U.S. 101),
 OA1202'THEN TAKING ROAD BRANCHING TO RIGHT LEADING TO UMPQUA RIVER
 OA1202'LIGHTHOUSE, WHICH IS 0.7 MILE FROM HIGHWAY.  PROCEED 0.4 MILE
 OA1202'NORTHERLY ALONG ROAD PAST LIGHTHOUSE TO END OF ROAD AND TO
 OA1202'RESORT.  STATION IS ON THE FIRST KNOLL S OF OLD ROADWAY TO
 OA1202'BEACH.  IT IS ABOUT 10 FEET NW FROM NW CORNER OF GARRISON
 OA1202'COTTAGE AND 5 FEET SE OF GNARLED FIR TREE.  THERE ARE HEAVY
 OA1202'WOODS TO THE E AND SIGHT IS OBSCURED IN THAT DIRECTION.
 OA1202
 OA1202                          STATION RECOVERY (1948)
 OA1202
 OA1202'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RAE)
 OA1202'THE STATION WAS RECOVERED.  THE FIRST PARAGRAPH OF THE DESCRIPTION
 OA1202'BY L.A.MC A. IN 1936 SHOULD BE CHANGED TO THE FOLLOWING--
 OA1202'
 OA1202'THE STATION IS LOCATED AT THE EDGE OF THE WOODS, ON TOP OF THE
 OA1202'20-FOOT-HIGH SAND DUNE TO THE W OF CAPLES CABIN CAMPS (FORMERLY
 OA1202'CALLED UMPQUA BEACH RESORT), AND ABOUT 100 METERS S OF THE ROAD
 OA1202'TO THE BEACH.
 OA1202
 OA1202                          STATION RECOVERY (1956)
 OA1202
 OA1202'RECOVERY NOTE BY US NAVY 1956 (CDG)
 OA1202'THIS STATION WAS SEARCHED FOR BUT NOT RECOVERED.  ACCORDING TO
 OA1202'PRESENT OWNERS OF THE GARRISON COTTAGE.  THE STATION MARK IS
 OA1202'LOCATED UNDER A CONCRETE PATIO WHICH IS A 6 IN CONCRETE SLAB.  THE
 OA1202'STATION WAS NOT DESTROYED BUT THE CONCRETE WAS POURED OVER THE
 OA1202'MARK.
 OA1202'
 OA1202'THE DISTANCES LISTED IN THE STATION DESCRIPTION ARE ONLY
 OA1202'APPROXIMATE AND DO NOT AGREE WITH ACTUAL DISTANCES SO AN EXACT
 OA1202'LOCATION OF THE MARK UNDER THE CONCRETE COULD NOT BE DETERMINED.
 OA1202
 OA1202                          STATION RECOVERY (1967)
 OA1202
 OA1202'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (NET)
 OA1202'THE STATION HAS BEEN DESTROYED.  IT HAS BEEN INCORPORATED INTO A
 OA1202'CONCRETE PATIO.
 OA1202'
 OA1202'THE PROPERTY OWNER IS MR. GLEN L. STANDAFER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2112 ***********************************************************************
 QE2112  DESIGNATION -  FIR GROVE
 QE2112  PID         -  QE2112
 QE2112  STATE/COUNTY-  OR/POLK
 QE2112  USGS QUAD   -  FALLS CITY (1974)
 QE2112
 QE2112                         *CURRENT SURVEY CONTROL
 QE2112  ___________________________________________________________________
 QE2112* NAD 83(1991)-  44 47 55.87035(N)    123 26 07.45335(W)     ADJUSTED  
 QE2112* NAVD 88     -       312.     (meters)    1024.     (feet)  VERTCON   
 QE2112  ___________________________________________________________________
 QE2112  LAPLACE CORR-          -9.05  (seconds)                    DEFLEC99
 QE2112  GEOID HEIGHT-         -21.79  (meters)                     GEOID03
 QE2112  HORZ ORDER  -  SECOND
 QE2112
 QE2112.The horizontal coordinates were established by classical geodetic methods
 QE2112.and adjusted by the National Geodetic Survey in October 1991.
 QE2112
 QE2112.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE2112.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE2112
 QE2112.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2112
 QE2112.The geoid height was determined by GEOID03.
 QE2112
 QE2112;                    North         East     Units Scale Factor Converg.
 QE2112;SPC OR N     -   130,028.770 2,267,815.101   MT  0.99991530   -2 04 54.3
 QE2112;SPC OR N     -   426,603.58  7,440,338.26   iFT  0.99991530   -2 04 54.3
 QE2112;UTM  10      - 4,960,698.096   465,563.668   MT  0.99961458   -0 18 24.5
 QE2112
 QE2112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2112!SPC OR N     -   0.99995449  x   0.99991530  =   0.99986980
 QE2112!UTM  10      -   0.99995449  x   0.99961458  =   0.99956909
 QE2112
 QE2112                          SUPERSEDED SURVEY CONTROL
 QE2112
 QE2112  NAD 83(1986)-  44 47 55.89693(N)    123 26 07.47120(W) AD(       ) 2
 QE2112  NAD 27      -  44 47 56.47178(N)    123 26 03.09734(W) AD(       ) 2
 QE2112  NGVD 29 (07/19/86)  311.     (m)         1020.     (f) VERT ANG    3  
 QE2112
 QE2112.Superseded values are not recommended for survey control.
 QE2112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2112.See file dsdata.txt to determine how the superseded data were derived.
 QE2112
 QE2112_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ6556460698(NAD 83)
 QE2112
 QE2112  HISTORY     - Date     Condition        Report By
 QE2112  HISTORY     - 1972     MONUMENTED       OR-053
 QE2112
 QE2112                          STATION DESCRIPTION
 QE2112
 QE2112'DESCRIBED BY POLK COUNTY OREGON 1972 (RB)
 QE2112'THE STATION IS LOCATED IN POLK COUNTY, OREGON, IN THE SOUTHWEST
 QE2112'QUARTER OF THE SOUTHWEST QUARTER OF SECTION 9, TOWNSHIP 9 SOUTH,
 QE2112'RANGE 6 WEST OF THE WILLAMETTE MERIDIAN.
 QE2112'
 QE2112'TO REACH THE STATION FROM THE INTERSECTION OF MAIN AND WASHINGTON
 QE2112'STREETS IN DALLAS.  TRAVEL WEST AND SOUTHERLY ALONG STATE HIGHWAY
 QE2112'223 6.0 MILES TO THE INTERSECTION OF STATE HIGHWAY 51.  CONTINUE
 QE2112'SOUTH ALONG STATE HIGHWAY 223 4.5 MILES TO FIR GROVE ROAD
 QE2112'(C.R. 964).  TURN RIGHT AND PROCEED WEST ALONG C.R. 964 1.6 MILES
 QE2112'TO THE INTERSECTION OF C.R. 963 (PEDEE CREEK ROAD).  TURN RIGHT AND
 QE2112'PROCEED NORTH 0.6 MILES TO THE OLD FIR GROVE SCHOOL ON THE LEFT
 QE2112'AND THE STATION IS ON THE RIGHT (NORTH) SIDE OF THE ROAD.
 QE2112'
 QE2112'THE STATION IS A 12 IN CONCRETE MONUMENT WITH A POLK COUNTY BRASS
 QE2112'CAP SET FLUSH WITH THE GROUND, STAMPED, FIR GROVE 9CC 9 6 1972.  IT
 QE2112'IS LOCATED 2.5 FEET SOUTH OF A FENCE, 1.5 FEET SOUTH OF A WITNESS
 QE2112'POST AND 21 FEET NORTH OF THE CENTER OF A GRAVEL ROAD.
 QE2112'
 QE2112'R.M. 1 IS A CENTERPUNCHED POLK COUNTY ALUMINUM CAP SET FLUSH WITH
 QE2112'THE GROUND ON A 5/8 IN X 30 IN REBAR.  IT IS LOCATED 0.5 FEET
 QE2112'WEST OF A WITNESS POST, 1.0 FEET SOUTH OF A FENCE, 4.0 FEET WEST OF
 QE2112'A 14 IN OAK USED AS AN ANGLE IN THE FENCE AND 30 FEET NORTHEAST
 QE2112'OF THE ROAD CENTERLINE.
 QE2112'
 QE2112'R.M. 2 IS A CENTERPUNCHED POLK COUNTY ALUMINUM CAP ON A
 QE2112'5/8 IN X 30 IN REBAR DRIVEN FLUSH WITH THE GROUND.  IT IS LOCATED
 QE2112'1.0 FEET NORTH OF A FENCE, 18 FEET SOUTH OF THE CENTER OF A ROAD
 QE2112'AND 0.5 FEET EAST OF A WITNESS POST.
 QE2112'
 QE2112'HEIGHT OF LIGHT ABOVE STATION MARK 4.62 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB1248 ***********************************************************************
 QB1248  DESIGNATION -  FIRE
 QB1248  PID         -  QB1248
 QB1248  STATE/COUNTY-  OR/BAKER
 QB1248  USGS QUAD   -  DEVILS HEEL (1990)
 QB1248
 QB1248                         *CURRENT SURVEY CONTROL
 QB1248  ___________________________________________________________________
 QB1248* NAD 83(1991)-  44 26 41.52996(N)    117 55 34.37255(W)     ADJUSTED  
 QB1248* NAVD 88     -      1894.0    (meters)    6214.     (feet)  VERTCON   
 QB1248  ___________________________________________________________________
 QB1248  LAPLACE CORR-           1.96  (seconds)                    DEFLEC99
 QB1248  GEOID HEIGHT-         -17.41  (meters)                     GEOID03
 QB1248  HORZ ORDER  -  SECOND
 QB1248
 QB1248.The horizontal coordinates were established by classical geodetic methods
 QB1248.and adjusted by the National Geodetic Survey in October 1991.
 QB1248
 QB1248.The NAVD 88 height was computed by applying the VERTCON shift value to
 QB1248.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QB1248
 QB1248.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB1248
 QB1248.The geoid height was determined by GEOID03.
 QB1248
 QB1248;                    North         East     Units Scale Factor Converg.
 QB1248;SPC OR N     -    89,739.574 2,704,844.792   MT  0.99997378   +1 49 31.1
 QB1248;SPC OR N     -   294,421.17  8,874,162.70   iFT  0.99997378   +1 49 31.1
 QB1248;SPC OR S     -   311,787.880 1,704,881.987   MT  1.00014362   +1 45 39.1
 QB1248;SPC OR S     - 1,022,926.12  5,593,444.84   iFT  1.00014362   +1 45 39.1
 QB1248;UTM  11      - 4,921,702.588   426,298.604   MT  0.99966680   -0 38 54.9
 QB1248
 QB1248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QB1248!SPC OR N     -   0.99970585  x   0.99997378  =   0.99967963
 QB1248!SPC OR S     -   0.99970585  x   1.00014362  =   0.99984942
 QB1248!UTM  11      -   0.99970585  x   0.99966680  =   0.99937274
 QB1248
 QB1248:                Primary Azimuth Mark                     Grid Az
 QB1248:SPC OR N     -  BEAVER 2                                 031 27 47.2
 QB1248:SPC OR S     -  BEAVER 2                                 031 31 39.2
 QB1248:UTM  11      -  BEAVER 2                                 033 56 13.2
 QB1248
 QB1248|---------------------------------------------------------------------|
 QB1248| PID    Reference Object                     Distance      Geod. Az  |
 QB1248|                                                           dddmmss.s |
 QB1248| QB1252 BEAVER 2                            APPROX.20.6 KM 0331718.3 |
 QB1248| CD6527 FIRE RM 2                             7.913 METERS 13539     |
 QB1248| CD6526 FIRE RM 1                            21.466 METERS 23347     |
 QB1248|---------------------------------------------------------------------|
 QB1248
 QB1248                          SUPERSEDED SURVEY CONTROL
 QB1248
 QB1248  NAD 83(1986)-  44 26 41.52798(N)    117 55 34.36296(W) AD(       ) 2
 QB1248  NAD 27      -  44 26 41.94230(N)    117 55 30.60491(W) AD(       ) 2
 QB1248  NGVD 29 (07/19/86) 1892.7    (m)         6210.     (f) VERT ANG    3  
 QB1248
 QB1248.Superseded values are not recommended for survey control.
 QB1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB1248.See file dsdata.txt to determine how the superseded data were derived.
 QB1248
 QB1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK2629921703(NAD 83)
 QB1248
 QB1248  HISTORY     - Date     Condition        Report By
 QB1248  HISTORY     - 1968     MONUMENTED       USGS
 QB1248  HISTORY     - 1968     SEE DESCRIPTION  USGS
 QB1248
 QB1248                          STATION DESCRIPTION
 QB1248
 QB1248'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (WFM)
 QB1248'LOCATED 8 MI. N. OF THE TOWN OF IRONSIDE ON A HIGH BARE TOP IN
 QB1248'THE RIDGE BETWEEN THE BURNT RIVER AND WILLOW CREEK.  IT IS ALSO
 QB1248'NEAR THE HEAD OF GROUSE AND FISH CREEKS WHICH FLOW TO THE
 QB1248'SE.  STATION IS ON OR NEAR BAKER-MALHEUR COUNTY LINE.
 QB1248'
 QB1248'TO REACH FROM THE POST OFFICE AT IRONSIDE, DRIVE W. ON
 QB1248'U.S. HIGHWAY 26 FOR 0.5 MI. TO A CROSSROAD AND SIGN READING
 QB1248'BRIDGEPORT.  TURN RIGHT ON GOOD GRAVEL RD. AND DRIVE 3.9 MI. PAST
 QB1248'THE IRONSIDE SCHOOL TO A GROUP OF RANCH BUILDINGS ON BOTH SIDES
 QB1248'OF THE RD. AND A T-RD. N.  TURN LEFT THROUGH WOODEN GATE ON RANCH
 QB1248'RD. AND DRIVE N. FOR 1.5 MI. ON MAIN TRAVELED RD. TO A FORK.
 QB1248'TAKE LEFT BRANCH OF FORK AND DRIVE 2.7 MI. UP FISH CREEK TO
 QB1248'ANOTHER FORK.  TAKE RIGHT BRANCH AND CONTINUE UP A
 QB1248'LOGGED-OVER CANYON FOR 0.8 MI. TO ANOTHER FORK.  TAKE LEFT FORK
 QB1248'AND CONTINUE UP TRACK RD. FOR 1.6 MI. PAST AN OLD COW CAMP
 QB1248'BUILDING TO A GATE NEAR THE SUMMIT OF THE RANGE.  TURN LEFT
 QB1248'WITHOUT GOING THROUGH GATE AND DRIVE CROSS-COUNTRY 0.5 MI. IN
 QB1248'A WESTERLY DIRECTION UP MAIN RIDGE TO TOP AND STATION.
 QB1248'
 QB1248'STATION MARK--A STANDARD USGS BRASS TABLET STAMPED FIRE 1961
 QB1248'CEMENTED IN A DRILL HOLE IN BEDROCK AT HIGHEST POINT OF TOP.
 QB1248'
 QB1248'REFERENCE MARK NO. 1--A STANDARD USGS REFERENCE MARK TABLET
 QB1248'STAMPED FIRE NO 1 1961 SET IN A LARGE ROCK.
 QB1248'
 QB1248'REFERENCE MARK NO. 2--A STANDARD USGS REFERENCE MARK TABLET
 QB1248'STAMPED FIRE NO 2 1961 SET IN A LARGE ROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC2211 ***********************************************************************
 SC2211  DESIGNATION -  FIRE CONTROL HILL
 SC2211  PID         -  SC2211
 SC2211  STATE/COUNTY-  OR/CLATSOP
 SC2211  USGS QUAD   -  WARRENTON (1996)
 SC2211
 SC2211                         *CURRENT SURVEY CONTROL
 SC2211  ___________________________________________________________________
 SC2211* NAD 83(1991)-  46 11 25.07384(N)    123 58 26.34651(W)     ADJUSTED  
 SC2211* NAVD 88     -        24.     (meters)      79.     (feet)  SCALED    
 SC2211  ___________________________________________________________________
 SC2211  LAPLACE CORR-          15.20  (seconds)                    DEFLEC99
 SC2211  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 SC2211  HORZ ORDER  -  SECOND
 SC2211
 SC2211.The horizontal coordinates were established by classical geodetic methods
 SC2211.and adjusted by the National Geodetic Survey in October 1991.
 SC2211
 SC2211.The orthometric height was scaled from a topographic map.
 SC2211
 SC2211.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2211
 SC2211.The geoid height was determined by GEOID03.
 SC2211
 SC2211;                    North         East     Units Scale Factor Converg.
 SC2211;SPC OR N     -   286,212.837 2,231,885.855   MT  1.00005398   -2 27 49.3
 SC2211;SPC OR N     -   939,018.49  7,322,460.15   iFT  1.00005398   -2 27 49.3
 SC2211;SPC WA S     -   101,155.766   231,920.954   MT  0.99993820   -2 31 24.6
 SC2211;SPC WA S     -   331,875.21    760,894.00   sFT  0.99993820   -2 31 24.6
 SC2211;UTM  10      - 5,115,652.314   424,841.187   MT  0.99966944   -0 42 10.4
 SC2211
 SC2211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2211!SPC OR N     -   0.99999998  x   1.00005398  =   1.00005396
 SC2211!SPC WA S     -   0.99999998  x   0.99993820  =   0.99993818
 SC2211!UTM  10      -   0.99999998  x   0.99966944  =   0.99966942
 SC2211
 SC2211|---------------------------------------------------------------------|
 SC2211| PID    Reference Object                     Distance      Geod. Az  |
 SC2211|                                                           dddmmss.s |
 SC2211| CE3562 FIRE CONTROL HILL RM 1               15.411 METERS 24853     |
 SC2211| CE3563 FIRE CONTROL HILL RM 2               18.269 METERS 31520     |
 SC2211| SC2195 CHUMMY                              APPROX. 2.1 KM 3162239.3 |
 SC2211| SC2215 RADIO                                13.402 METERS 35708     |
 SC2211|---------------------------------------------------------------------|
 SC2211
 SC2211                          SUPERSEDED SURVEY CONTROL
 SC2211
 SC2211  NAD 83(1986)-  46 11 25.08454(N)    123 58 26.32216(W) AD(       ) 2
 SC2211  NAD 27      -  46 11 25.71760(N)    123 58 21.79382(W) AD(       ) 2
 SC2211
 SC2211.Superseded values are not recommended for survey control.
 SC2211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2211.See file dsdata.txt to determine how the superseded data were derived.
 SC2211
 SC2211_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2484115652(NAD 83)
 SC2211_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SC2211_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 SC2211_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 SC2211
 SC2211  HISTORY     - Date     Condition        Report By
 SC2211  HISTORY     - 1942     MONUMENTED       CGS
 SC2211  HISTORY     - 1956     SEE DESCRIPTION  CGS
 SC2211  HISTORY     - 1957     SEE DESCRIPTION  CGS
 SC2211
 SC2211                          STATION DESCRIPTION
 SC2211
 SC2211'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JCP)
 SC2211'STATION IS LOCATED ABOUT 3 MI. (AIRLINE) NW OF WARRENTON, ON
 SC2211'THE FORT STEVENS MILITARY RESERVATION, AND ABOUT 1 MI. SW
 SC2211'OF THE MAIN FORT.  IT IS ABOUT 1 MI. E OF THE BEACH, AND ON
 SC2211'TOP OF A BRUSH-COVERED HILL KNOWN AS FIRE CONTROL HILL.  STATION
 SC2211'IS ABOUT 11 FT. S OF ARMY OBSERVATION POST G 1.
 SC2211'
 SC2211'TO REACH FROM THE MAIN ENTRANCE GATE AT FORT STEVENS, FOLLOW
 SC2211'THE MAIN HIGHWAY W FOR 0.2 MI. TO THE MAIN PART OF THE CAMP
 SC2211'AND THE INTERSECTION OF GATE AND MAIN AVENUES.  HERE TURN LEFT
 SC2211'AND GO S FOR 0.1 MI.  TAKE THE RIGHT FORK S FOR 0.1 MI. ALONG
 SC2211'THE W SIDE OF THE PARADE GROUNDS.  CONTINUE STRAIGHT AHEAD
 SC2211'S ON A GRAVEL ROAD FOR 0.3 MI.  TAKE THE RIGHT FORK W FOR 0.6
 SC2211'MI.  TAKE THE LEFT FORK AND GO S PAST THE FORT RUSSEL GATE
 SC2211'AND ON AROUND THE TOP OF THE RIDGE FOR 0.2 MI. TO A FENCED-IN
 SC2211'ENCLOSURE ON THE LEFT AND THE STATION INSIDE.
 SC2211'
 SC2211'STATION IS A STANDARD STATION MARK SET ACCORDING TO NOTE
 SC2211'6A.  IT IS STAMPED FIRE CONTROL HILL 1942.
 SC2211'
 SC2211'REFERENCE MARK 1 IS A STANDARD REFERENCE DISK SET ACCORDING
 SC2211'TO NOTE 13A.  IT IS SW OF AND ABOUT 6 FT. LOWER THAN THE
 SC2211'STATION.  IT IS STAMPED FIRE CONTROL HILL NO 1 1942.
 SC2211'
 SC2211'REFERENCE MARK 2 IS A STANDARD REFERENCE DISK SET ACCORDING
 SC2211'TO NOTE 13A.  IT IS W OF AND ABOUT 7 FT. LOWER THAN THE
 SC2211'STATION.  IT IS STAMPED FIRE CONTROL HILL NO 2 1942.
 SC2211'
 SC2211'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 SC2211
 SC2211                          STATION RECOVERY (1956)
 SC2211
 SC2211'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (FN)
 SC2211'THE STATION IS LOCATED ABOUT 1.4 MILES WEST-NORTHWEST OF
 SC2211'HAMMOND, ABOUT 1 MILE NORTHWEST OF THE MAIN BUILDING AREA OF
 SC2211'FORT STEVENS, ABOUT 300 YARDS WEST-SOUTHWEST OF ABANDONED
 SC2211'FORT RUSSEL, ABOUT 1 MILE EAST OF THE BEACH, ON THE HIGHEST
 SC2211'PART OF A BRUSH COVERED HILL, AND ABOUT 11 FEET SOUTH OF AN
 SC2211'ABANDONED ARMY OBSERVATION POST.  IT IS A STANDARD
 SC2211'TRIANGULATION DISK STAMPED FIRE CONTROL HILL 1942 CEMENTED
 SC2211'IN THE TOP OF A SECTION OF SOIL PIPE FLUSH WITH THE GROUND.
 SC2211'
 SC2211'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE DISK STAMPED
 SC2211'FIRE CONTROL HILL NO 1 1942 CEMENTED IN THE TOP OF A SECTION
 SC2211'OF SOIL PIPE FLUSH WITH THE GROUND.  IT IS SOUTHWEST OF AND
 SC2211'ABOUT 6 FEET LOWER THAN THE STATION.  15 FEET SOUTHWEST OF
 SC2211'THE SOUTHWEST CORNER OF AN ABANDONED ARMY OBSERVATION POST,
 SC2211'AND 15 FEET NORTHWEST OF THE NORTHWEST CORNER OF ANOTHER
 SC2211'ABANDONED ARMY OBSERVATION POST.
 SC2211'
 SC2211'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE DISK STAMPED
 SC2211'FIRE CONTROL HILL NO 2 1942 CEMENTED IN THE TOP OF A SECTION
 SC2211'OF SOIL PIPE AND IS FLUSH WITH THE GROUND.  IT IS WEST OF
 SC2211'AND ABOUT 7 FEET LOWER THAN THE STATION AND IS LOCATED BETWEEN
 SC2211'TWO ABANDONED ARMY OBSERVATION POSTS.
 SC2211'
 SC2211'TO REACH THE STATION FROM THE POST OFFICE AT HAMMOND GO
 SC2211'WEST 0.4 MILE TO THE OLD ENTRANCE TO FORT STEVENS, CONTINUE
 SC2211'NORTHWESTERLY FOR 0.3 MILE TO AN INTERSECTION AT THE NORTH
 SC2211'END OF THE OLD PARADE GROUNDS, TURN LEFT AND GO SOUTH 0.6 MILE
 SC2211'TO A FORK, TAKE THE RIGHT FORK WESTERLY FOR 0.5 MILE TO A
 SC2211'T-ROAD SOUTH, CONTINUE WESTERLY 0.1 MILE TO A FORK, TAKE THE
 SC2211'LEFT FORK SOUTHERLY 0.1 MILE TO THE ENTRANCE OF OLD FORT
 SC2211'RUSSEL ON THE RIGHT, CONTINUE STRAIGHT (SOUTHERLY) ON A DIRT
 SC2211'ROAD, 0.2 MILE TO THE CREST OF THE HILL AND THE END OF
 SC2211'TRUCK TRAVEL.  PACK NORTHWEST ABOUT 200 FEET TO THE HIGHEST
 SC2211'PART OF THE HILL AND THE STATION IN THE CENTER OF A GROUP
 SC2211'OF ABANDONED ARMY OBSERVATION BUNKERS.
 SC2211
 SC2211                          STATION RECOVERY (1957)
 SC2211
 SC2211'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (VRS)
 SC2211'THE STATION, A STANDARD TRIANGULATION STATION DISC STAMPED
 SC2211'FIRE CONTROL HILL 1942, REFERENCE MARK NO. 1, A STANDARD
 SC2211'REFERENCE MARK DISC STAMPED FIRE CONTROL HILL NO. 1 1942,
 SC2211'AND REFERENCE MARK NO. 2, A STANDARD REFERENCE MARK DISC
 SC2211'STAMPED FIRE CONTROL HILL NO. 2 1942 WERE RECOVERED IN GOOD
 SC2211'CONDITION AS DESCRIBED BY F.N. IN 1956.  PREVIOUS DESCRIPTION
 SC2211'ADEQUATE
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1708 ***********************************************************************
 QD1708  DESIGNATION -  FIRST
 QD1708  PID         -  QD1708
 QD1708  STATE/COUNTY-  OR/DESCHUTES
 QD1708  USGS QUAD   -  SHEVLIN PARK (1981)
 QD1708
 QD1708                         *CURRENT SURVEY CONTROL
 QD1708  ___________________________________________________________________
 QD1708* NAD 83(1991)-  44 02 28.04665(N)    121 27 56.09410(W)     ADJUSTED  
 QD1708* NAVD 88     -      1409.7    (meters)    4625.     (feet)  VERTCON   
 QD1708  ___________________________________________________________________
 QD1708  LAPLACE CORR-          -7.90  (seconds)                    DEFLEC99
 QD1708  GEOID HEIGHT-         -20.70  (meters)                     GEOID03
 QD1708  HORZ ORDER  -  FIRST
 QD1708
 QD1708.The horizontal coordinates were established by classical geodetic methods
 QD1708.and adjusted by the National Geodetic Survey in October 1991.
 QD1708
 QD1708.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1708.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1708
 QD1708.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1708
 QD1708.The geoid height was determined by GEOID03.
 QD1708
 QD1708;                    North         East     Units Scale Factor Converg.
 QD1708;SPC OR S     -   264,219.264 1,422,608.767   MT  1.00001071   -0 39 38.2
 QD1708;SPC OR S     -   866,861.10  4,667,351.60   iFT  1.00001071   -0 39 38.2
 QD1708;UTM  10      - 4,877,584.922   622,936.136   MT  0.99978588   +1 04 00.6
 QD1708
 QD1708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1708!SPC OR S     -   0.99978224  x   1.00001071  =   0.99979295
 QD1708!UTM  10      -   0.99978224  x   0.99978588  =   0.99956817
 QD1708
 QD1708|---------------------------------------------------------------------|
 QD1708| PID    Reference Object                     Distance      Geod. Az  |
 QD1708|                                                           dddmmss.s |
 QD1708| CF4343 FIRST RM 1                            4.156 METERS 12359     |
 QD1708| CF4342 FIRST AZ MK                                        1375441.6 |
 QD1708| CF4344 FIRST RM 2                            3.852 METERS 17115     |
 QD1708|---------------------------------------------------------------------|
 QD1708
 QD1708                          SUPERSEDED SURVEY CONTROL
 QD1708
 QD1708  NAD 83(1986)-  44 02 28.05427(N)    121 27 56.10221(W) AD(       ) 1
 QD1708  NAD 27      -  44 02 28.64000(N)    121 27 51.97200(W) AD(       ) 1
 QD1708  NGVD 29 (07/19/86) 1408.5    (m)         4621.     (f) VERT ANG    3  
 QD1708
 QD1708.Superseded values are not recommended for survey control.
 QD1708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1708.See file dsdata.txt to determine how the superseded data were derived.
 QD1708
 QD1708_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP2293677585(NAD 83)
 QD1708_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QD1708_SETTING: 66 = SET IN ROCK OUTCROP
 QD1708
 QD1708  HISTORY     - Date     Condition        Report By
 QD1708  HISTORY     - 1945     MONUMENTED       CGS
 QD1708  HISTORY     - 1958     GOOD             USGS
 QD1708
 QD1708                          STATION DESCRIPTION
 QD1708
 QD1708'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (CAG)
 QD1708'STATION IS LOCATED ABOUT 8 MILES WEST AND SOUTH OF BEND ON A
 QD1708'NARROW EAST-WEST RIDGE.  IT IS 570 FEET NORTHEAST AND 83 FEET
 QD1708'HIGHER THAN A POINT ON A GRAVELED ROAD WHERE A TRAIL ROAD
 QD1708'CROSSES IT DIAGONALLY, 40 FEET WEST OF A BROKEN TOP TREE AND 65
 QD1708'FEET WEST OF A LEANING, DEAD PINE TREE.  IT IS STAMPED
 QD1708'FIRST 1945.
 QD1708'
 QD1708'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION.  IT IS
 QD1708'STAMPED FIRST NO 1 1945 AND IS LEVEL WITH THE STATION.
 QD1708'
 QD1708'REFERENCE MARK NO. 2 IS SOUTH OF THE STATION.  IT IS STAMPED
 QD1708'FIRST NO 2 1945 AND IS ABOUT 2 FEET LOWER THAN THE STATION.
 QD1708'
 QD1708'THE AZIMUTH MARK IS SOUTHEAST OF THE STATION, 50 YARDS SOUTH
 QD1708'OF THE CENTERLINE OF A GRAVELED ROAD, 50 YARDS NORTH OF THE
 QD1708'CREST OF AN EAST-WEST RIDGE AND 1 FOOT NORTH OF A TRIANGULAR
 QD1708'BLAZED 18-INCH PINE TREE.  IT IS STAMPED FIRST 1945 AND
 QD1708'PROJECTS 2 FEET.
 QD1708'
 QD1708'TO REACH THE STATION FROM THE POST OFFICE IN BEND, GO FIRST
 QD1708'NORTH THEN WESTERLY ON RIVERSIDE AVENUE FOR 0.35 MILE TO A
 QD1708'CROSS STREET.  THEN RIGHT FOR 0.45 MILE TO A CROSS
 QD1708'STREET.  CONTINUE AHEAD ON A GRAVEL ROAD FOR 0.35 MILE TO A
 QD1708'FORKS.  THEN RIGHT FORK FOR 6.55 MILES TO THE AZIMUTH MARK ON
 QD1708'THE LEFT.  CONTINUE AHEAD FOR 0.5 MILE TO THE STATION ON THE
 QD1708'RIGHT.  10 MINUTE PACK.
 QD1708
 QD1708                          STATION RECOVERY (1958)
 QD1708
 QD1708'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 QD1708'RECOVERED AS DESCRIBED BY NGS.  ALL MARKS IN GOOD CONDITION.  RMS
 QD1708'NOT OBSERVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2507 ***********************************************************************
 RD2507  DESIGNATION -  FISH
 RD2507  PID         -  RD2507
 RD2507  STATE/COUNTY-  OR/CLACKAMAS
 RD2507  USGS QUAD   -  CANBY (1985)
 RD2507
 RD2507                         *CURRENT SURVEY CONTROL
 RD2507  ___________________________________________________________________
 RD2507* NAD 83(1991)-  45 16 59.20151(N)    122 39 42.48123(W)     ADJUSTED  
 RD2507* NAVD 88     -        69.     (meters)     226.     (feet)  SCALED    
 RD2507  ___________________________________________________________________
 RD2507  LAPLACE CORR-           1.88  (seconds)                    DEFLEC99
 RD2507  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 RD2507  HORZ ORDER  -  SECOND
 RD2507
 RD2507.The horizontal coordinates were established by classical geodetic methods
 RD2507.and adjusted by the National Geodetic Survey in October 1991.
 RD2507
 RD2507.The orthometric height was scaled from a topographic map.
 RD2507
 RD2507.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2507
 RD2507.The geoid height was determined by GEOID03.
 RD2507
 RD2507;                    North         East     Units Scale Factor Converg.
 RD2507;SPC OR N     -   181,890.645 2,330,428.165   MT  0.99989657   -1 31 59.2
 RD2507;SPC OR N     -   596,754.08  7,645,761.70   iFT  0.99989657   -1 31 59.2
 RD2507;UTM  10      - 5,014,456.911   526,523.710   MT  0.99960865   +0 14 25.2
 RD2507
 RD2507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2507!SPC OR N     -   0.99999277  x   0.99989657  =   0.99988934
 RD2507!UTM  10      -   0.99999277  x   0.99960865  =   0.99960142
 RD2507
 RD2507:                Primary Azimuth Mark                     Grid Az
 RD2507:SPC OR N     -  ERA                                      013 12 00.5
 RD2507:UTM  10      -  ERA                                      011 25 36.1
 RD2507
 RD2507|---------------------------------------------------------------------|
 RD2507| PID    Reference Object                     Distance      Geod. Az  |
 RD2507|                                                           dddmmss.s |
 RD2507| RD2514 ERA                                 APPROX. 1.6 KM 0114001.3 |
 RD2507| CE2537 FISH RM 1                             4.232 METERS 17346     |
 RD2507| RD2497 PAR                                  56.848 METERS 33402     |
 RD2507| CE2538 FISH RM 2                             4.247 METERS 33654     |
 RD2507|---------------------------------------------------------------------|
 RD2507
 RD2507                          SUPERSEDED SURVEY CONTROL
 RD2507
 RD2507  NAD 83(1986)-  45 16 59.22185(N)    122 39 42.49013(W) AD(       ) 2
 RD2507  NAD 27      -  45 16 59.78691(N)    122 39 38.16183(W) AD(       ) 2
 RD2507
 RD2507.Superseded values are not recommended for survey control.
 RD2507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2507.See file dsdata.txt to determine how the superseded data were derived.
 RD2507
 RD2507_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER2652414457(NAD 83)
 RD2507_MARKER: Z = SEE DESCRIPTION
 RD2507_SETTING: 0 = UNSPECIFIED SETTING
 RD2507
 RD2507  HISTORY     - Date     Condition        Report By
 RD2507  HISTORY     - 1946     MONUMENTED       CGS
 RD2507
 RD2507                          STATION DESCRIPTION
 RD2507
 RD2507'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 RD2507'STATION IS LOCATED ABOUT 5.5 MILES SW OF OREGON CITY, ABOUT 2.0
 RD2507'MILES NE OF CANBY, ABOUT 150 FEET E OF U.S. HIGHWAY 99E, AND ON
 RD2507'THE MOST N END OF A LOW, BRUSH-COVERED RIDGE.  IT IS ABOUT 60
 RD2507'FEET HIGHER THAN THE HIGHWAY.
 RD2507'
 RD2507'TO REACH FROM THE CAUTION LIGHT ON U.S. HIGHWAY 99E IN THE
 RD2507'TOWN OF CANBY, GO N ON U.S. HIGHWAY 99E FOR 2.1 MILES TO THE
 RD2507'CENTER OF A DEEP HIGHWAY CUT AND THE END OF TRUCK TRAVEL.  FROM
 RD2507'THIS POINT PACK DIRECTLY E UP THE STEEP BANK FOR ABOUT 100 YARDS
 RD2507'TO THE TOP OF THE RIDGE AND THE STATION.
 RD2507'
 RD2507'STATION MARK IS A BRONZE STATION DISK, STAMPED FISH 1946 AND
 RD2507'CEMENTED INTO A DRILL HOLE IN BEDROCK WHICH PROJECTS ABOUT 4 FEET
 RD2507'ON THE W.  IT IS FLUSH WITH THE GROUND ON THE E.
 RD2507'
 RD2507'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK, STAMPED FISH NO 1
 RD2507'1946 AND SET INTO A DRILL HOLE IN BEDROCK WHICH PROJECTS ABOUT 12
 RD2507'FEET ON THE S SIDE.  IT IS FLUSH WITH THE SOIL ON THE N.  IT IS
 RD2507'ABOUT LEVEL WITH THE STATION.
 RD2507'
 RD2507'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK, STAMPED FISH NO
 RD2507'2 1946 AND SET INTO A DRILL HOLE IN BEDROCK WHICH PROJECTS ABOUT
 RD2507'6 FEET ON THE W.  IT IS FLUSH WITH THE GROUND ON THE E.  IT IS
 RD2507'ABOUT 5 FEET LOWER THAN THE STATION.
 RD2507'
 RD2507'PAR IS A U.S. ENGINEER (PORTLAND) BRONZE DISK, STAMPED PAR SOT
 RD2507'1935 AND SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS
 RD2507'ABOUT 1 INCH.  IT IS ON THE W SIDE OF A HIGHWAY CUT, 26.1 FEET
 RD2507'W OF THE CENTER LINE OF U.S. HIGHWAY 99E, AND 12 FEET E OF THE W
 RD2507'EDGE OF THE CUT BANK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0290 ***********************************************************************
 NX0290  DESIGNATION -  FISH
 NX0290  PID         -  NX0290
 NX0290  STATE/COUNTY-  OR/LAKE
 NX0290  USGS QUAD   -  ADEL (1968)
 NX0290
 NX0290                         *CURRENT SURVEY CONTROL
 NX0290  ___________________________________________________________________
 NX0290* NAD 83(1991)-  42 14 42.93979(N)    119 53 47.37623(W)     ADJUSTED  
 NX0290* NAVD 88     -      2111.8    (meters)    6928.     (feet)  VERTCON   
 NX0290  ___________________________________________________________________
 NX0290  LAPLACE CORR-          -6.65  (seconds)                    DEFLEC99
 NX0290  GEOID HEIGHT-         -20.50  (meters)                     GEOID03
 NX0290  HORZ ORDER  -  FIRST
 NX0290
 NX0290.The horizontal coordinates were established by classical geodetic methods
 NX0290.and adjusted by the National Geodetic Survey in October 1991.
 NX0290
 NX0290.The NAVD 88 height was computed by applying the VERTCON shift value to
 NX0290.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NX0290
 NX0290.The Laplace correction was computed from DEFLEC99 derived deflections.
 NX0290
 NX0290.The geoid height was determined by GEOID03.
 NX0290
 NX0290;                    North         East     Units Scale Factor Converg.
 NX0290;SPC OR S     -    64,453.096 1,549,809.250   MT  1.00002334   +0 24 46.4
 NX0290;SPC OR S     -   211,460.29  5,084,676.02   iFT  1.00002334   +0 24 46.4
 NX0290;UTM  11      - 4,681,070.614   261,032.711   MT  1.00030269   -1 56 53.7
 NX0290
 NX0290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NX0290!SPC OR S     -   0.99967211  x   1.00002334  =   0.99969544
 NX0290!UTM  11      -   0.99967211  x   1.00030269  =   0.99997470
 NX0290
 NX0290|---------------------------------------------------------------------|
 NX0290| PID    Reference Object                     Distance      Geod. Az  |
 NX0290|                                                           dddmmss.s |
 NX0290| NX0289 FISH CAIRN                            9.400 METERS 06503     |
 NX0290| CD6529 FISH RM 1                             5.672 METERS 12817     |
 NX0290| CD6530 FISH RM 2                             6.353 METERS 20421     |
 NX0290| CD6528 FISH AZ MK                                         3383126.3 |
 NX0290|---------------------------------------------------------------------|
 NX0290
 NX0290                          SUPERSEDED SURVEY CONTROL
 NX0290
 NX0290  NAD 83(1986)-  42 14 42.94266(N)    119 53 47.37522(W) AD(       ) 1
 NX0290  NAD 27      -  42 14 43.34800(N)    119 53 43.56800(W) AD(       ) 1
 NX0290  NGVD 29 (07/19/86) 2110.6    (m)         6925.     (f) VERT ANG    3  
 NX0290
 NX0290.Superseded values are not recommended for survey control.
 NX0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NX0290.See file dsdata.txt to determine how the superseded data were derived.
 NX0290
 NX0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKG6103381071(NAD 83)
 NX0290_MARKER: DS = TRIANGULATION STATION DISK
 NX0290_SETTING: 66 = SET IN ROCK OUTCROP
 NX0290
 NX0290  HISTORY     - Date     Condition        Report By
 NX0290  HISTORY     - 1950     MONUMENTED       CGS
 NX0290  HISTORY     - 1971     GOOD             USGS
 NX0290
 NX0290                          STATION DESCRIPTION
 NX0290
 NX0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (EBL)
 NX0290'THE STATION IS LOCATED ABOUT 12 MILES SOUTH OF PLUSH, 4 MILES
 NX0290'NORTHWEST OF ADEL, AND ON THE HIGHEST POINT OF FISH CREEK RANGE
 NX0290'WHICH OVERLOOKS CRUMP AND PELICAN LAKES TO THE EAST.  THE MARK
 NX0290'IS 31 FEET SOUTHWEST OF A CAIRN, 18 FEET NORTHWEST OF THE EDGE
 NX0290'OF THE SHARP DROP OFF, AND 5 FEET SOUTHEAST OF A WITNESS
 NX0290'POST.  THE MARK IS CEMENTED IN BEDROCK FLUSH WITH THE GROUND,
 NX0290'AND STAMPED FISH 1950.
 NX0290'
 NX0290'REFERENCE MARK NO. 1 IS 6 FEET WEST OF THE EDGE OF THE
 NX0290'RIDGE.  THE MARK IS CEMENTED IN BEDROCK, PROJECTING 6 INCHES,
 NX0290'AND STAMPED FISH NO 1 1950.
 NX0290'
 NX0290'REFERENCE MARK NO. 2 IS 21 FEET WEST OF THE EDGE OF THE
 NX0290'RIDGE.  THE MARK IS CEMENTED IN BEDROCK FLUSH WITH THE GROUND,
 NX0290'AND THE DISK IS STAMPED FISH NO 2 1950.
 NX0290'
 NX0290'THE AZIMUTH MARK IS APPROXIMATELY 0.25 MILE NORTH-NORTHWEST OF
 NX0290'THE STATION IN AN OPEN AREA EN ROUTE TO THE STATION, 17 FEET EAST
 NX0290'OF A JUNIPER TREE, AND 4 FEET WEST OF A WITNESS POST.  THE MARK
 NX0290'IS CEMENTED IN A BOULDER PROJECTING 1.5 FEET, AND THE DISK IS
 NX0290'STAMPED FISH 1950.
 NX0290'
 NX0290'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 66 AND
 NX0290'395 IN LAKEVIEW, GO NORTHERLY ON HIGHWAY 395 FOR 4.9 MILES TO A
 NX0290'BLACKTOP ROAD RIGHT AND SIGN WARNER VALLEY ROAD.  TURN RIGHT,
 NX0290'EASTERLY, AND GO 16.4 MILES TO A ROAD FORK AND SIGN PLUSH 20,
 NX0290'HART MT.  TAKE THE LEFT ROAD, GRAVELED, AND GO NORTHEASTERLY
 NX0290'FOR 11.75 MILES TO A ROAD FORK AND SIGN PLUSH 9.  TAKE THE RIGHT
 NX0290'ROAD AND GO 0.5 MILE TO A TRACK ROAD RIGHT.  TURN RIGHT AND
 NX0290'FOLLOW THE TRACK ROAD EAST AND SOUTH FOR 0.6 MILE TO A
 NX0290'CROSSROAD.  CONTINUE STRAIGHT AHEAD FOR 0.9 MILE TO A
 NX0290'FORK.  TAKE THE RIGHT ROAD AND FOLLOW ALONG THE EASTERN BASE
 NX0290'OF THE RIDGE FOR 4.5 MILES TO AN OLD CAMP SITE.  CONTINUE
 NX0290'STRAIGHT AHEAD FOR 1.7 MILES TO A ROAD FORK AND A RESERVOIR
 NX0290'ABOUT 1/4 MILE TO THE SOUTHWEST.  TAKE THE LEFT ROAD, A DIM
 NX0290'TRACK ROAD, AND GO 0.75 MILE TO A SADDLE ON TOP OF THE
 NX0290'RIDGE.  FROM HERE TURN RIGHT, SOUTHERLY, AND PICK YOUR WAY
 NX0290'ACROSS THE ROCKY TOP FOR 1.2 MILES TO THE AZIMUTH MARK AS
 NX0290'DESCRIBED.  CONTINUE STRAIGHT AHEAD FOR 0.3 MILE TO THE
 NX0290'HIGHEST POINT ON THE RIDGE AND STATION AS DESCRIBED.
 NX0290
 NX0290                          STATION RECOVERY (1971)
 NX0290
 NX0290'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 NX0290'RM 1 TO RM 2 NOT MEASURED
 NX0290'
 NX0290'ALL MARKS IN GOOD CONDITION.  REACHED BY HELICOPTER IN 1971.  NEW
 NX0290'TO REACH FOLLOWS--
 NX0290'
 NX0290'TO REACH FROM PLUSH GO W. ON SURFACED RD. FOR 6.3 MI TO HIGH
 NX0290'GROUND AND GRADED T-RD. JCT. LEFT.  TURN LEFT AND TRAVEL IN A
 NX0290'GENERAL SOUTHERLY DIRECTION FOR 4.0 MI TO FENCE LINE AND
 NX0290'GATE.  PASS THROUGH GATE AND CONTINUE ALONG RD. FOR 6.2 MI TO
 NX0290'FENCE LINE AND GATE.  PASS THROUGH GATE AND CONTINUE FOR ABOUT
 NX0290'0.2 MI TO DIM TRUCK TRAIL LEFT.  TURN LEFT AND FOLLOW TRAIL
 NX0290'ALONG GRASSY MEADOW FOR ABOUT 1.0 MI.  TURN LEFT (E.) ACROSS
 NX0290'MEADOW FOR 0.2 MI TO EDGE OF MEADOW AND END OF TRUCK TRAVEL.
 NX0290'PACK E. FOR 0.25 MI TO HIGH CLEAR GROUND AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1096 ***********************************************************************
 OA1096  DESIGNATION -  FISH
 OA1096  PID         -  OA1096
 OA1096  STATE/COUNTY-  OR/DOUGLAS
 OA1096  USGS QUAD   -  TAHKENITCH CREEK (1984)
 OA1096
 OA1096                         *CURRENT SURVEY CONTROL
 OA1096  ___________________________________________________________________
 OA1096* NAD 83(1991)-  43 50 28.28786(N)    124 09 43.35615(W)     ADJUSTED  
 OA1096* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 OA1096  ___________________________________________________________________
 OA1096  LAPLACE CORR-          14.17  (seconds)                    DEFLEC99
 OA1096  GEOID HEIGHT-         -25.24  (meters)                     GEOID03
 OA1096  HORZ ORDER  -  THIRD
 OA1096
 OA1096.The horizontal coordinates were established by classical geodetic methods
 OA1096.and adjusted by the National Geodetic Survey in October 1991.
 OA1096
 OA1096.The orthometric height was scaled from a topographic map.
 OA1096
 OA1096.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1096
 OA1096.The geoid height was determined by GEOID03.
 OA1096
 OA1096;                    North         East     Units Scale Factor Converg.
 OA1096;SPC OR S     -   247,996.219 1,205,603.714   MT  0.99996352   -2 30 19.4
 OA1096;SPC OR S     -   813,635.89  3,955,392.76   iFT  0.99996352   -2 30 19.4
 OA1096;UTM  10      - 4,854,890.726   406,585.792   MT  0.99970733   -0 48 17.9
 OA1096
 OA1096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1096!SPC OR S     -   1.00000348  x   0.99996352  =   0.99996700
 OA1096!UTM  10      -   1.00000348  x   0.99970733  =   0.99971080
 OA1096
 OA1096:                Primary Azimuth Mark                     Grid Az
 OA1096:SPC OR S     -  CREEK                                    010 29 53.3
 OA1096:UTM  10      -  CREEK                                    008 47 51.8
 OA1096
 OA1096|---------------------------------------------------------------------|
 OA1096| PID    Reference Object                     Distance      Geod. Az  |
 OA1096|                                                           dddmmss.s |
 OA1096| OA1100 CREEK                               APPROX. 1.6 KM 0075933.9 |
 OA1096| CE1483 FISH RM 1                            41.750 METERS 02616     |
 OA1096| CE1484 FISH RM 2                            26.110 METERS 14801     |
 OA1096|---------------------------------------------------------------------|
 OA1096
 OA1096                          SUPERSEDED SURVEY CONTROL
 OA1096
 OA1096  NAD 83(1986)-  43 50 28.29204(N)    124 09 43.40677(W) AD(       ) 3
 OA1096  NAD 27      -  43 50 28.86500(N)    124 09 38.96000(W) AD(       ) 3
 OA1096
 OA1096.Superseded values are not recommended for survey control.
 OA1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1096.See file dsdata.txt to determine how the superseded data were derived.
 OA1096
 OA1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP0658654891(NAD 83)
 OA1096_MARKER: Z = SEE DESCRIPTION
 OA1096_SETTING: 0 = UNSPECIFIED SETTING
 OA1096
 OA1096  HISTORY     - Date     Condition        Report By
 OA1096  HISTORY     - 1928     MONUMENTED       CGS
 OA1096
 OA1096                          STATION DESCRIPTION
 OA1096
 OA1096'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (GLB)
 OA1096'STATION IS LOCATED 2 MILES S OF THE MOUTH OF THE SILTCOOS RIVER,
 OA1096'(LOCALLY KNOWN AS TEN MILE CREEK) 3 MILES N OF THE MOUTH OF FIVE
 OA1096'MILE CREEK, AND 40 METERS IN FROM THE ORDINARY HIGH-WATER
 OA1096'LINE.  THE STATION IS ON TOP OF A LONE GRASS-COVERED SAND DUNE.
 OA1096'
 OA1096'SURFACE MARK AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 OA1096'IN CONCRETE AT THE CENTER OF THE TOP OF TILES.
 OA1096'
 OA1096'UNDERGROUND MARK IS A STANDARD BRONZE DISK SET IN CONCRETE, AS
 OA1096'DESCRIBED IN NOTE 7A.
 OA1096'
 OA1096'REFERENCE MARK NO.1 ON FLAT SAND RIDGE N BY E OF THE STATION,
 OA1096'AND REFERENCE MARK NO.2 IS ON A LOW SAND DUNE SSE OF THE STATION.
 OA1096'
 OA1096'WITNESS STAKES WERE SET AS FOLLOWS, DISTANCES AND DIRECTIONS
 OA1096'BEING ESTIMATED--6 METERS NNE OF STATION MARK, 5 METERS NNW OF
 OA1096'REFERENCE MARK NO.1, AND 3-1/2 METERS N BY E OF REFERENCE MARK
 OA1096'NO.2.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2101 ***********************************************************************
 QE2101  DESIGNATION -  FISH
 QE2101  PID         -  QE2101
 QE2101  STATE/COUNTY-  OR/POLK
 QE2101  USGS QUAD   -  AIRLIE NORTH (1974)
 QE2101
 QE2101                         *CURRENT SURVEY CONTROL
 QE2101  ___________________________________________________________________
 QE2101* NAD 83(1991)-  44 50 20.11798(N)    123 18 08.53004(W)     ADJUSTED  
 QE2101* NAVD 88     -       246.1    (meters)     807.     (feet)  VERTCON   
 QE2101  ___________________________________________________________________
 QE2101  LAPLACE CORR-          -8.77  (seconds)                    DEFLEC99
 QE2101  GEOID HEIGHT-         -22.19  (meters)                     GEOID03
 QE2101  HORZ ORDER  -  FIRST
 QE2101
 QE2101.The horizontal coordinates were established by classical geodetic methods
 QE2101.and adjusted by the National Geodetic Survey in October 1991.
 QE2101
 QE2101.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE2101.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE2101
 QE2101.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2101
 QE2101.The geoid height was determined by GEOID03.
 QE2101
 QE2101;                    North         East     Units Scale Factor Converg.
 QE2101;SPC OR N     -   134,104.812 2,278,487.947   MT  0.99991106   -1 59 14.6
 QE2101;SPC OR N     -   439,976.42  7,475,354.16   iFT  0.99991106   -1 59 14.6
 QE2101;UTM  10      - 4,965,101.356   476,101.983   MT  0.99960702   -0 12 47.5
 QE2101
 QE2101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2101!SPC OR N     -   0.99996489  x   0.99991106  =   0.99987595
 QE2101!UTM  10      -   0.99996489  x   0.99960702  =   0.99957192
 QE2101
 QE2101:                Primary Azimuth Mark                     Grid Az
 QE2101:SPC OR N     -  MONMOUTH MUN TANK                        081 13 41.2
 QE2101:UTM  10      -  MONMOUTH MUN TANK                        079 27 14.1
 QE2101
 QE2101|---------------------------------------------------------------------|
 QE2101| PID    Reference Object                     Distance      Geod. Az  |
 QE2101|                                                           dddmmss.s |
 QE2101| QE1990 MONMOUTH MUN TANK                   APPROX. 4.4 KM 0791426.6 |
 QE2101| QE1991 INDEPENDENCE PAC PWR LT CO TK       APPROX. 9.2 KM 0831225.1 |
 QE2101| CE1487 FISH RM 3 AZIMUTH                                  1054117.9 |
 QE2101| CE1485 FISH RM 1                            22.522 METERS 11841     |
 QE2101| CE1486 FISH RM 2                            23.570 METERS 20826     |
 QE2101|---------------------------------------------------------------------|
 QE2101
 QE2101                          SUPERSEDED SURVEY CONTROL
 QE2101
 QE2101  NAD 83(1986)-  44 50 20.14341(N)    123 18 08.54696(W) AD(       ) 1
 QE2101  NAD 27      -  44 50 20.71615(N)    123 18 04.18266(W) AD(       ) 1
 QE2101  NGVD 29 (07/19/86)  245.1    (m)          804.     (f) VERT ANG    3  
 QE2101
 QE2101.Superseded values are not recommended for survey control.
 QE2101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2101.See file dsdata.txt to determine how the superseded data were derived.
 QE2101
 QE2101_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ7610265101(NAD 83)
 QE2101_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QE2101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE2101_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QE2101
 QE2101  HISTORY     - Date     Condition        Report By
 QE2101  HISTORY     - 1972     MONUMENTED       NGS
 QE2101
 QE2101                          STATION DESCRIPTION
 QE2101
 QE2101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LDF)
 QE2101'THE STATION IS LOCATED ON THE HIGHEST POINT OF FISHBACK HILL
 QE2101'ON PROPERTY OWNED BY WINFORD CLOSE.  IT IS APPROXIMATELY 6 MILES
 QE2101'SOUTH OF DALLAS AND 3-1/2 MILES WEST-SOUTHWEST OF MONMOUTH.
 QE2101'
 QE2101'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 99W AND
 QE2101'STATE HIGHWAY 51 IN MONMOUTH, GO WEST ON MAIN STREET FOR 0.55
 QE2101'MILE TO WHITMAN STREET.  TURN LEFT AND GO SOUTH AND WEST AS PER
 QE2101'SIGN FALLS CITY AND KINGS VALLEY, FOR 2.3 MILES TO A SIDE ROAD
 QE2101'LEFT.  TURN LEFT AND GO WESTERLY ON FISHBACK ROAD FOR 1.15 MILES
 QE2101'TO A DRIVEWAY ON THE LEFT AND REFERENCE MARK 3 ON THE
 QE2101'RIGHT.  CONTINUE WEST FOR 0.1 MILE TO A DRIVEWAY ON THE RIGHT.
 QE2101'THIS LEADS TO THE PROPERTY OWNERS HOME.  CONTINUE WEST FOR 0.3 MILE
 QE2101'TO A GATE ON THE RIGHT, TURN RIGHT AND PASS THROUGH THE GATE,
 QE2101'THEN TURN SHARP RIGHT AND GO EAST ON A DIM TRACK ROAD FOR 0.3
 QE2101'MILE TO THE TOP OF THE HILL AND THE STATION.
 QE2101'
 QE2101'THE STATION MARK IS A STANDARD DISK STAMPED FISH 1972, SET IN
 QE2101'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 QE2101'3 INCHES.  IT IS 66 FEET NORTH OF A 4-FOOT TREE AND 5.0 FEET
 QE2101'EAST OF A METAL WITNESS POST.  THE UNDERGROUND DISK WAS SET TO THE
 QE2101'DEPTH OF 44 INCHES.
 QE2101'
 QE2101'REFERENCE MARK 1 IS A STANDARD DISK STAMPED FISH NO 1 1972, SET
 QE2101'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 QE2101'PROJECTS 2 INCHES.  IT 78 FEET EAST-SOUTHEAST OF A METAL WITNESS
 QE2101'POST AND 72 FEET NORTHEAST OF THE TREE.
 QE2101'
 QE2101'REFERENCE MARK 2 IS A STANDARD DISK STAMPED FISH NO 2 1972, SET
 QE2101'IN A DRILL HOLE IN THE CENTER ONE OF THREE CONCRETE SUPPORTS OF
 QE2101'A LARGE STORAGE TANK.  IT IS 75 FEET SOUTH OF A METAL WITNESS
 QE2101'POST AND 37 FEET WEST OF THE TREE.
 QE2101'
 QE2101'REFERENCE MARK 3 IS A STANDARD DISK STAMPED FISH NO 3 1972,
 QE2101'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 QE2101'PROJECTS 4 INCHES.  IT IS 77-1/2 FEET WEST OF POWER POLE D 490,
 QE2101'14 FEET NORTH OF THE CENTERLINE OF THE ROAD, 3.5 FEET EAST OF A
 QE2101'METAL WITNESS POST AND 1 FOOT SOUTH OF A FENCE.
 QE2101'
 QE2101'HEIGHT OF LIGHT ABOVE STATION MARK 30.3 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1623 ***********************************************************************
 OA1623  FBN         -  This is a Federal Base Network Control Station.
 OA1623  DESIGNATION -  FISH
 OA1623  PID         -  OA1623
 OA1623  STATE/COUNTY-  OR/CURRY
 OA1623  USGS QUAD   -  BROOKINGS (1986)
 OA1623
 OA1623                         *CURRENT SURVEY CONTROL
 OA1623  ___________________________________________________________________
 OA1623* NAD 83(2007)-  42 02 46.25335(N)    124 16 04.92588(W)     ADJUSTED  
 OA1623* NAVD 88     -         5.75   (meters)      18.9    (feet)  N HEIGHT  
 OA1623  ___________________________________________________________________
 OA1623  EPOCH DATE  -        2007.00
 OA1623  X           -  -2,670,926.460 (meters)                     COMP
 OA1623  Y           -  -3,920,127.916 (meters)                     COMP
 OA1623  Z           -   4,249,399.359 (meters)                     COMP
 OA1623  LAPLACE CORR-          11.26  (seconds)                    DEFLEC99
 OA1623  ELLIP HEIGHT-         -22.535 (meters)          (02/10/07) ADJUSTED
 OA1623  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 OA1623  DYNAMIC HT  -           5.75  (meters)      18.9   (feet)  COMP
 OA1623
 OA1623  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 OA1623  Type    PID    Designation                      North   East  Ellip
 OA1623  -------------------------------------------------------------------
 OA1623  NETWORK OA1623 FISH                              0.55   0.45   1.37
 OA1623  -------------------------------------------------------------------
 OA1623  MODELED GRAV-     980,317.9   (mgal)                       NAVD 88
 OA1623
 OA1623  VERT ORDER  -  THIRD
 OA1623
 OA1623.The horizontal coordinates were established by GPS observations
 OA1623.and adjusted by the National Geodetic Survey in February 2007.
 OA1623
 OA1623.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 OA1623.See www.ngs.noaa.gov/NationalReadjustment for more information.
 OA1623.The horizontal coordinates are valid at the epoch date displayed above.
 OA1623.The epoch date for horizontal control is a decimal equivalence
 OA1623.of Year/Month/Day.
 OA1623
 OA1623.The orthometric height was determined by differential leveling
 OA1623.and adjusted in April 1995.
 OA1623.The height was determined by precise leveling from only one NSRS
 OA1623.bench mark.  This was not adequate "tie leveling" to NSRS and was
 OA1623.allowed ONLY to validate the GPS-derived height.
 OA1623.WARNING-GPS observations at this control monument resulted in a GPS
 OA1623.derived orthometric height which differed from the leveled height by
 OA1623.more than one decimeter (0.1 meter).
 OA1623
 OA1623.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OA1623
 OA1623.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1623
 OA1623.The ellipsoidal height was determined by GPS observations
 OA1623.and is referenced to NAD 83.
 OA1623
 OA1623.The geoid height was determined by GEOID03.
 OA1623
 OA1623.The dynamic height is computed by dividing the NAVD 88
 OA1623.geopotential number by the normal gravity value computed on the
 OA1623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA1623.degrees latitude (g = 980.6199 gals.).
 OA1623
 OA1623.The modeled gravity was interpolated from observed gravity values.
 OA1623
 OA1623;                    North         East     Units Scale Factor Converg.
 OA1623;SPC OR S     -    49,176.811 1,188,120.107   MT  1.00008464   -2 34 40.4
 OA1623;SPC OR S     -   161,341.24  3,898,031.85   iFT  1.00008464   -2 34 40.4
 OA1623;SPC CA 1     -   803,683.704 1,812,226.207   MT  1.00011858   -1 28 58.9
 OA1623;SPC CA 1     - 2,636,752.29  5,945,612.15   sFT  1.00011858   -1 28 58.9
 OA1623;UTM  10      - 4,655,681.507   395,059.428   MT  0.99973551   -0 50 57.5
 OA1623
 OA1623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1623!SPC OR S     -   1.00000353  x   1.00008464  =   1.00008817
 OA1623!SPC CA 1     -   1.00000353  x   1.00011858  =   1.00012211
 OA1623!UTM  10      -   1.00000353  x   0.99973551  =   0.99973904
 OA1623
 OA1623                          SUPERSEDED SURVEY CONTROL
 OA1623
 OA1623  NAD 83(1998)-  42 02 46.24895(N)    124 16 04.92809(W) AD(       ) A
 OA1623  ELLIP H (04/24/00)  -22.531  (m)                       GP(       ) 3 1
 OA1623  NAD 83(1986)-  42 02 46.23789(N)    124 16 04.93894(W) AD(       ) 1
 OA1623  NAD 83(1991)-  42 02 46.24584(N)    124 16 04.92699(W) AD(       ) B
 OA1623  ELLIP H (02/25/91)  -22.353  (m)                       GP(       ) 4 1
 OA1623  NGVD 29 (??/??/??)    4.69   (m)           15.4    (f) N HEIGHT    3  
 OA1623
 OA1623.Superseded values are not recommended for survey control.
 OA1623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1623.See file dsdata.txt to determine how the superseded data were derived.
 OA1623
 OA1623_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCM9505955682(NAD 83)
 OA1623_MARKER: DD = SURVEY DISK
 OA1623_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OA1623+WITH SETTING: PAVEMENT
 OA1623_SP_SET: CONCRETE SLAB
 OA1623_STAMPING: FISH 1989
 OA1623_MARK LOGO: ORDT  
 OA1623_MAGNETIC: N = NO MAGNETIC MATERIAL
 OA1623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA1623+STABILITY: SURFACE MOTION
 OA1623_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OA1623+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2004
 OA1623
 OA1623  HISTORY     - Date     Condition        Report By
 OA1623  HISTORY     - 1989     MONUMENTED       ORDT
 OA1623  HISTORY     - 19900424 GOOD
 OA1623  HISTORY     - 19910626 GOOD             NGS
 OA1623  HISTORY     - 19940317 GOOD             BLM
 OA1623  HISTORY     - 19940629 GOOD             CADT
 OA1623  HISTORY     - 19960223 GOOD             NGS
 OA1623  HISTORY     - 19980403 GOOD             OR-015
 OA1623  HISTORY     - 19981112 GOOD             USPSQD
 OA1623  HISTORY     - 20040504 GOOD             COMPA
 OA1623
 OA1623                          STATION DESCRIPTION
 OA1623
 OA1623'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1989
 OA1623'THE STATION IS LOCATED IN BROOKINGS, IN THE HARBOR AREA, NEAR TH US
 OA1623'COAST GUARD STATION.
 OA1623'TO REACH FROM THE INTERSECTION OF CENTER STREET AND US 101 IN
 OA1623'BROOKINGS GO SOUTH ON US 101 FOR 1.44 KM (0.89 MI) TURN RIGHT TOWARD
 OA1623'US COAST GUARD STATION, GO 0.16 KM (0.10 MI) TO A ROAD FORK, KEEP
 OA1623'LEFT FORK AND GO 1.3 KM (0.8 MI) TURN RIGHT ONTO BOAT BASIN ROAD AND
 OA1623'GO 0.64 KM (0.40 MI) TO EAST ENTRANCE TO PARKING LOT, THE US COAST
 OA1623'GUARD STATION ENTRANCE IS ABOUT 50 METERS EAST OF THIS POINT, TURN
 OA1623'RIGHT INTO PARKING LOT AND GO ABOUT 50 METERS TO FISHERMANS WIVES
 OA1623'ASSOCIATION MEMORIAL AND STATION ON THE LEFT.
 OA1623'THE STATION IS SET INTO A DRILL HOLE IN CENTER OF A LARGE TRIANGULAR
 OA1623'SHAPED CONCRETE SLAB THAT HOLDS THREE LARGE ANCHORS.  IT IS 29.5 M
 OA1623'(96.8 FT) ENE FROM THE MARINERS MEMORIAL, 7.2 M (23.6 FT) NE FROM A
 OA1623'LIGHT POLE, 13.3 M (43.6 FT) NW FROM THE EAST END OF AN ANCHOR CHAIN
 OA1623'FENCE, AND 1 M (3.3 FT) SOUTH FROM THE LARGEST OF 3 ANCHORS.
 OA1623
 OA1623                          STATION RECOVERY (1990)
 OA1623
 OA1623'RECOVERED 1990
 OA1623'RECOVERED IN GOOD CONDITION.
 OA1623
 OA1623                          STATION RECOVERY (1991)
 OA1623
 OA1623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OA1623'THE STATION IS LOCATED JUST SOUTH OF BROOKINGS, IN THE HARBOR AREA,
 OA1623'ADJACENT TO THE U.S. COAST GUARD STATION, BETWEEN A PARKING LOT AND
 OA1623'THE COAST GUARD STATION, AT THE MARINERS MEMORIAL MONUMENT, IN
 OA1623'SECTION 8, T41S, R13W.  OWNERSHIP--UNKNOWN.
 OA1623'TO REACH THE STATION FROM THE SOUTH END OF THE U.S. HIGHWAY 101 BRIDGE
 OA1623'OVER THE CHETCO RIVER AT THE EAST END OF BROOKINGS, TURN RIGHT,
 OA1623'SOUTHERLY, DOWNGRADE, ON THE SOUTH BANK ROAD (ROAD WILL PARALLEL THE
 OA1623'HARBOR), FOR 1.3 KM (0.8 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT,
 OA1623'WEST, THEN NORTH, ON BOAT BASIN ROAD FOR 0.65 KM (0.40 MI) TO A
 OA1623'PARKING LOT ENTRANCE ON THE RIGHT, JUST BEFORE REACHING THE COAST
 OA1623'GUARD STATION ENTRANCE.  TURN RIGHT INTO PARKING LOT AND GO ABOUT 30
 OA1623'M (98.4 FT) TO THE STATION ON THE LEFT.
 OA1623'THE STATION IS SET IN A DRILL HOLE IN A TRIANGULAR-SHAPED CONCRETE PAD
 OA1623'SUPPORTING THREE VERTICAL BOAT ANCHORS.  LOCATED 37.2 M (122.0 FT)
 OA1623'EAST OF THE ROAD CENTER, 13.2 M (43.3 FT) EAST-NORTHEAST OF THE
 OA1623'MEMORIAL PLAQUE COLUMN, 5.7 M (18.7 FT) NORTHWEST OF THE CHAIN FENCE
 OA1623'AT THE PARKING LOT EDGE AND 1.4 M (4.6 FT) SOUTHEAST OF THE CENTER OF
 OA1623'THE LARGEST ANCHOR.
 OA1623
 OA1623                          STATION RECOVERY (1994)
 OA1623
 OA1623'RECOVERY NOTE BY BUREAU OF LAND MANAGEMENT 1994 (RSK)
 OA1623'RECOVERED AS DESCRIBED.
 OA1623
 OA1623                          STATION RECOVERY (1994)
 OA1623
 OA1623'RECOVERY NOTE BY CALTRANS 1994 (GAA)
 OA1623'THE STATION WAS RECOVERED.  AN ALTERNATE TO REACH FROM CALIFORNIA
 OA1623'FOLLOWS.  TO REACH THE STATION FROM THE WELCOME TO OREGON SIGN ON THE
 OA1623'EAST SIDE OF U.S.  HIGHWAY 101 AT THE CALIFORNIA/OREGON STATE LINE, GO
 OA1623'NORTH ON HIGHWAY 101 FOR 3.78 MI (6.08 KM) TO A SIDE ROAD LEFT, BENHAM
 OA1623'LANE.  TURN LEFT AND GO WEST, DOWNHILL AND NORTH ON BENHAM LANE FOR
 OA1623'0.70 MI (1.13 KM) TO A SIDE ROAD LEFT, BOAT BASIN ROAD. TURN LEFT AND
 OA1623'GO WEST ON BOAT BASIN ROAD FOR 0.08 MI (0.13 KM) TO A CURVE RIGHT.
 OA1623'TURN RIGHT AND THEN NORTH FOR 0.32 MI (0.51 KM) TO THE ENTRANCE, ON
 OA1623'THE RIGHT, INTO THE NORTH END OF A LONG PARKING LOT. THE STATION IS
 OA1623'LOCATED JUST NORTH OF THE NORTH END OF THE PARKING LOT AND ABOUT 50 FT
 OA1623'(15.2 M) SOUTH OF THE SOUTH FENCE OF THE U.S. COAST GUARD STATION.
 OA1623
 OA1623                          STATION RECOVERY (1996)
 OA1623
 OA1623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (JGF)
 OA1623'RECOVERED AS DESCRIBED.
 OA1623
 OA1623                          STATION RECOVERY (1998)
 OA1623
 OA1623'RECOVERY NOTE BY CURRY COUNTY OREGON 1998 (DJN)
 OA1623'THE STATION IS LOCATED JUST SOUTH OF BROOKINGS, IN THE HARBOR AREA,
 OA1623'BETWEEN A PARKING LOT AND THE U.S. COAST GUARD STATION, AT THE
 OA1623'MARINERS MEMORIAL MONUMENT, IN SECTION 8, TOWNSHIP 41 SOUTH, RANGE 13
 OA1623'WEST.  OWNERSHIP--UNKNOWN.  TO REACH THE STATION FROM THE SOUTH END OF
 OA1623'THE U.S. HIGHWAY 101 BRIDGE OVER THE CHETCO RIVER AT THE EAST END OF
 OA1623'BROOKINGS, TURN RIGHT, SOUTHERLY, DOWNGRADE, ON THE SOUTH BANK ROAD
 OA1623'(ROAD PARALLELS HARBOR), FOR 1.3 KM (0.80 MI) TO A PAVED ROAD RIGHT.
 OA1623'TURN RIGHT, WEST, THEN NORTH, ON BOAT BASIN ROAD FOR 0.65 KM (0.40 MI)
 OA1623'TO A PARKING LOT ENTRANCE ON THE RIGHT JUST BEFORE REACHING THE COAST
 OA1623'GUARD STATION ENTRANCE.  TURN RIGHT INTO PARKING LOT AND GO ABOUT 30 M
 OA1623'(98.4 FT) TO THE STATION ON THE LEFT.  THE STATION IS SET IN A DRILL
 OA1623'HOLE IN A TRIANGULAR-SHAPED CONCRETE PAD SUPPORTING THREE VERTICAL
 OA1623'BOAT ANCHORS.  IT IS 37.2 M (122.0 FT) EAST FROM THE CENTER OF THE
 OA1623'ROAD, 15.2 M (49.9 FT) SOUTH FROM THE SOUTH FENCE OF THE COAST GUARD
 OA1623'STATION, 13.2 M (43.3 FT) EAST-NORTHEAST FROM THE MEMORIAL PLAQUE
 OA1623'COLUMN, 5.7 M (18.7 FT) NORTHWEST FROM THE CHAIN FENCE AT THE EDGE OF
 OA1623'THE PARKING LOT, AND 1.4 M (4.6 FT) SOUTHEAST FROM THE CENTER OF THE
 OA1623'LARGEST ANCHOR.
 OA1623
 OA1623                          STATION RECOVERY (1998)
 OA1623
 OA1623'RECOVERY NOTE BY US POWER SQUADRON 1998
 OA1623'RECOVERED IN GOOD CONDITION.
 OA1623
 OA1623                          STATION RECOVERY (2004)
 OA1623
 OA1623'RECOVERY NOTE BY COMPASSCOM INC 2004 (DJ)
 OA1623'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0289 ***********************************************************************
 NX0289  DESIGNATION -  FISH CAIRN
 NX0289  PID         -  NX0289
 NX0289  STATE/COUNTY-  OR/LAKE
 NX0289  USGS QUAD   -  ADEL (1968)
 NX0289
 NX0289                         *CURRENT SURVEY CONTROL
 NX0289  ___________________________________________________________________
 NX0289* NAD 83(1991)-  42 14 43.06831(N)    119 53 47.00447(W)     ADJUSTED  
 NX0289* NAVD 88     -      2112.     (meters)    6929.     (feet)  SCALED    
 NX0289  ___________________________________________________________________
 NX0289  LAPLACE CORR-          -6.66  (seconds)                    DEFLEC99
 NX0289  GEOID HEIGHT-         -20.50  (meters)                     GEOID03
 NX0289  HORZ ORDER  -  THIRD
 NX0289
 NX0289.The horizontal coordinates were established by classical geodetic methods
 NX0289.and adjusted by the National Geodetic Survey in October 1991.
 NX0289
 NX0289.The orthometric height was scaled from a topographic map.
 NX0289
 NX0289.The Laplace correction was computed from DEFLEC99 derived deflections.
 NX0289
 NX0289.The geoid height was determined by GEOID03.
 NX0289
 NX0289;                    North         East     Units Scale Factor Converg.
 NX0289;SPC OR S     -    64,457.123 1,549,817.744   MT  1.00002333   +0 24 46.6
 NX0289;SPC OR S     -   211,473.50  5,084,703.88   iFT  1.00002333   +0 24 46.6
 NX0289;UTM  11      - 4,681,074.289   261,041.366   MT  1.00030264   -1 56 53.4
 NX0289
 NX0289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NX0289!SPC OR S     -   0.99967204  x   1.00002333  =   0.99969537
 NX0289!UTM  11      -   0.99967204  x   1.00030264  =   0.99997458
 NX0289
 NX0289                          SUPERSEDED SURVEY CONTROL
 NX0289
 NX0289  NAD 83(1986)-  42 14 43.07118(N)    119 53 47.00347(W) AD(       ) 4
 NX0289  NAD 27      -  42 14 43.47600(N)    119 53 43.19600(W) AD(       ) 3
 NX0289
 NX0289.Superseded values are not recommended for survey control.
 NX0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NX0289.See file dsdata.txt to determine how the superseded data were derived.
 NX0289
 NX0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKG6104181074(NAD 83)
 NX0289_MARKER: 72 = CAIRN
 NX0289
 NX0289  HISTORY     - Date     Condition        Report By
 NX0289  HISTORY     - 1950     FIRST OBSERVED   CGS
 NX0289
 NX0289                          STATION DESCRIPTION
 NX0289
 NX0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 NX0289'THE STATION IS LOCATED ABOUT 12 MILES SOUTH OF PLUSH, 4 MILES
 NX0289'NORTHWEST OF ADEL, AND ON THE HIGHEST POINT OF FISH CREEK RANGE
 NX0289'WHICH OVERLOOKS CRUMP AND PELICAN LAKES TO THE EAST.  THE CAIRN
 NX0289'IS 31 FEET NORTHEAST OF STATION FISH.
 NX0289'
 NX0289'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 66 AND
 NX0289'395 IN LAKEVIEW, GO NORTHERLY ON HIGHWAY 395 FOR 4.9 MILES TO A
 NX0289'BLACKTOP ROAD RIGHT AND SIGN WARNER VALLEY ROAD.  TURN RIGHT,
 NX0289'EASTERLY, AND GO 16.4 MILES TO A ROAD FORK AND SIGN PLUSH 20,
 NX0289'HART MT.  TAKE THE LEFT ROAD, GRAVELED, AND GO NORTHEASTERLY
 NX0289'FOR 11.75 MILES TO A ROAD FORK AND SIGN PLUSH 9.  TAKE THE RIGHT
 NX0289'ROAD AND GO 0.5 MILE TO A TRACK ROAD RIGHT.  TURN RIGHT AND
 NX0289'FOLLOW THE TRACK ROAD EAST AND SOUTH FOR 0.6 MILE TO A
 NX0289'CROSSROAD.  CONTINUE STRAIGHT AHEAD FOR 0.9 MILE TO A
 NX0289'FORK.  TAKE THE RIGHT ROAD AND FOLLOW ALONG THE EASTERN BASE
 NX0289'OF THE RIDGE FOR 4.5 MILES TO AN OLD CAMP SITE.  CONTINUE
 NX0289'STRAIGHT AHEAD FOR 1.7 MILES TO A ROAD FORK AND A RESERVOIR
 NX0289'ABOUT 1/4 MILE TO THE SOUTHWEST.  TAKE THE LEFT ROAD, A DIM
 NX0289'TRACK ROAD, AND GO 0.75 MILE TO A SADDLE ON TOP OF THE
 NX0289'RIDGE.  FROM HERE TURN RIGHT, SOUTHERLY, AND PICK YOUR WAY
 NX0289'ACROSS THE ROCKY TOP FOR 1.2 MILES TO FISH AZIMUTH MARK.
 NX0289'CONTINUE STRAIGHT AHEAD FOR 0.3 MILE TO THE
 NX0289'HIGHEST POINT ON THE RIDGE AND STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2420 ***********************************************************************
 RD2420  DESIGNATION -  FISH CREEK LOOKOUT TOWER
 RD2420  PID         -  RD2420
 RD2420  STATE/COUNTY-  OR/CLACKAMAS
 RD2420  USGS QUAD   -  FISH CREEK MTN (1997)
 RD2420
 RD2420                         *CURRENT SURVEY CONTROL
 RD2420  ___________________________________________________________________
 RD2420* NAD 83(1991)-  45 04 43.44428(N)    122 07 31.72176(W)     ADJUSTED  
 RD2420* NAVD 88     -      1555.     (meters)    5102.     (feet)  SCALED    
 RD2420  ___________________________________________________________________
 RD2420  LAPLACE CORR-           3.58  (seconds)                    DEFLEC99
 RD2420  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 RD2420  HORZ ORDER  -  THIRD
 RD2420
 RD2420.The horizontal coordinates were established by classical geodetic methods
 RD2420.and adjusted by the National Geodetic Survey in October 1991.
 RD2420
 RD2420.The orthometric height was scaled from a topographic map.
 RD2420
 RD2420.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2420
 RD2420.The geoid height was determined by GEOID03.
 RD2420
 RD2420;                    North         East     Units Scale Factor Converg.
 RD2420;SPC OR N     -   158,198.046 2,372,033.802   MT  0.99989581   -1 09 10.0
 RD2420;SPC OR N     -   519,022.46  7,782,263.13   iFT  0.99989581   -1 09 10.0
 RD2420;UTM  10      - 4,992,068.832   568,831.223   MT  0.99965825   +0 37 09.3
 RD2420
 RD2420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2420!SPC OR N     -   0.99975966  x   0.99989581  =   0.99965550
 RD2420!UTM  10      -   0.99975966  x   0.99965825  =   0.99941800
 RD2420
 RD2420|---------------------------------------------------------------------|
 RD2420| PID    Reference Object                     Distance      Geod. Az  |
 RD2420|                                                           dddmmss.s |
 RD2420| CS4174 FISH CREEK LOOKOUT TOWER RM 1         2.932 METERS 12535     |
 RD2420| CS4173 FISH CREEK LOOKOUT TOWER RM 2         2.923 METERS 21643     |
 RD2420|---------------------------------------------------------------------|
 RD2420
 RD2420                          SUPERSEDED SURVEY CONTROL
 RD2420
 RD2420  NAD 83(1986)-  45 04 43.46201(N)    122 07 31.74210(W) AD(       ) 4
 RD2420  NAD 27      -  45 04 44.03200(N)    122 07 27.44900(W) AD(       ) 3
 RD2420
 RD2420.Superseded values are not recommended for survey control.
 RD2420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2420.See file dsdata.txt to determine how the superseded data were derived.
 RD2420
 RD2420_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ6883192069(NAD 83)
 RD2420_MARKER: 86 = CUPOLA
 RD2420_SETTING: 0 = UNSPECIFIED SETTING
 RD2420
 RD2420  HISTORY     - Date     Condition        Report By
 RD2420  HISTORY     - 1947     FIRST OBSERVED   CGS
 RD2420  HISTORY     - 1952     GOOD             USGS
 RD2420  HISTORY     - 1955     GOOD             USGS
 RD2420  HISTORY     - 1958     GOOD             USGS
 RD2420
 RD2420                          STATION DESCRIPTION
 RD2420
 RD2420'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (WRH)
 RD2420'THE LOOKOUT TOWER IS LOCATED ABOUT 43 MILES AIRLINE EAST OF SALEM,
 RD2420'AND ABOUT 18 MILES SOUTH OF ESTACADA, ON A HIGH ROCKY PEAK, WITH
 RD2420'VERY LITTLE TIMBER ON ITS HIGHER PEAKS.
 RD2420'
 RD2420'THE TOWER IS A ONE ROOM BUILDING ELEVATED ON POLES, AND IS
 RD2420'ABOUT 30 FEET HIGH.
 RD2420
 RD2420                          STATION RECOVERY (1952)
 RD2420
 RD2420'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 RD2420'INTERSECTED ONLY.
 RD2420'
 RD2420'SEE 1955 RECOVERY FOR DESCRIPTION.
 RD2420'
 RD2420'STATION MARK--CENTER OF CUPOLA OF LOH.
 RD2420
 RD2420                          STATION RECOVERY (1955)
 RD2420
 RD2420'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 RD2420'RECOVERED AS DESCRIBED BY USGS.  RECOVERED BY NGS IN 1947
 RD2420'(INTERSECTED ONLY) AS FISH CREEK LOT.
 RD2420'
 RD2420'LOCATED ABOUT 17.5 MI SE. OF ESTACADA, 5 MI W. OF OAK GROVE
 RD2420'RANGER STATION.  ON HIGHEST POINT OF FISH CREEK DIVIDE, KNOWN AS
 RD2420'FISH CREEK MTN. BETWEEN FISH CREEK AND JCT. OF CLACKAMAS AND
 RD2420'COLLAWASH RIVERS.
 RD2420'
 RD2420'TO REACH FROM ESTACADA POST OFFICE, DRIVE 0.2 MI S. ON STATE HWY.
 RD2420'211 TO JCT. WITH CLACKAMAS RIVER RD.  TURN LEFT 14.5 MI TO FISH
 RD2420'CREEK JCT.  KEEP LEFT 6.1 MI TO SANDSTONE JCT.  TURN RIGHT 3.2 MI
 RD2420'TO RD. FORKS.  TURN RIGHT AS PER SIGN EAST MTN SALE 9 4.1 MI TO
 RD2420'SIGN RIGHT FISH CR LO 4-1/2.  ABOUT A 2-HOUR PACK.
 RD2420'
 RD2420'STATION MARK--STANDARD TABLET STAMPED---FISH CREEK 1955---,
 RD2420'CEMENTED IN BURIED ROCK UNDER CENTER OF LOH.
 RD2420'
 RD2420'RM 1--STANDARD RM TABLET STAMPED---FISH CREEK RM NO 1---, CEMENTED
 RD2420'IN SOUTHEAST FOUNDATION BLOCK.
 RD2420'
 RD2420'RM 2--STANDARD RM TABLET STAMPED---FISH CREEK RM NO 2---, CEMENTED
 RD2420'IN SOUTHWEST FOUNDATION BLOCK.
 RD2420
 RD2420                          STATION RECOVERY (1958)
 RD2420
 RD2420'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 RD2420'NOT OCCUPIED, INTERSECTED ONLY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1919 ***********************************************************************
 SC1919  DESIGNATION -  FISH HSE LEANING STACK 1913
 SC1919  PID         -  SC1919
 SC1919  STATE/COUNTY-  OR/CLATSOP
 SC1919  USGS QUAD   -  KNAPPA (1986)
 SC1919
 SC1919                         *CURRENT SURVEY CONTROL
 SC1919  ___________________________________________________________________
 SC1919* NAD 83(1991)-  46 13 44.03591(N)    123 36 53.77208(W)     ADJUSTED  
 SC1919* NAVD 88     -              **(meters)            **(feet)            
 SC1919  ___________________________________________________________________
 SC1919  LAPLACE CORR-          12.63  (seconds)                    DEFLEC99
 SC1919  GEOID HEIGHT-         -22.30  (meters)                     GEOID03
 SC1919  HORZ ORDER  -  THIRD
 SC1919
 SC1919.The horizontal coordinates were established by classical geodetic methods
 SC1919.and adjusted by the National Geodetic Survey in October 1991.
 SC1919
 SC1919
 SC1919.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1919
 SC1919.The geoid height was determined by GEOID03.
 SC1919
 SC1919;                    North         East     Units Scale Factor Converg.
 SC1919;SPC OR N     -   289,370.565 2,259,747.258   MT  1.00006630   -2 12 32.7
 SC1919;SPC OR N     -   949,378.49  7,413,868.96   iFT  1.00006630   -2 12 32.7
 SC1919;SPC WA S     -   104,285.534   259,782.009   MT  0.99993382   -2 15 45.6
 SC1919;SPC WA S     -   342,143.46    852,301.47   sFT  0.99993382   -2 15 45.6
 SC1919;UTM  10      - 5,119,663.994   452,580.797   MT  0.99962764   -0 26 38.6
 SC1919
 SC1919                          SUPERSEDED SURVEY CONTROL
 SC1919
 SC1919  NAD 83(1986)-  46 13 44.04713(N)    123 36 53.76214(W) AD(       ) 4
 SC1919  NAD 27      -  46 13 44.64700(N)    123 36 49.28200(W) AD(       ) 3
 SC1919
 SC1919.Superseded values are not recommended for survey control.
 SC1919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1919.See file dsdata.txt to determine how the superseded data were derived.
 SC1919
 SC1919_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS5258119664(NAD 83)
 SC1919
 SC1919  HISTORY     - Date     Condition        Report By
 SC1919  HISTORY     - UNK      MONUMENTED
 SC1919  HISTORY     - 1935     SEE DESCRIPTION  CGS
 SC1919
 SC1919                          STATION DESCRIPTION
 SC1919
 SC1919'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (RWK)
 SC1919'STATION IS GONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1917 ***********************************************************************
 SC1917  DESIGNATION -  FISH HSE W BARREL 1913
 SC1917  PID         -  SC1917
 SC1917  STATE/COUNTY-  OR/CLATSOP
 SC1917  USGS QUAD   -  KNAPPA (1986)
 SC1917
 SC1917                         *CURRENT SURVEY CONTROL
 SC1917  ___________________________________________________________________
 SC1917* NAD 83(1991)-  46 14 21.56975(N)    123 36 30.78703(W)     ADJUSTED  
 SC1917* NAVD 88     -              **(meters)            **(feet)            
 SC1917  ___________________________________________________________________
 SC1917  LAPLACE CORR-          12.80  (seconds)                    DEFLEC99
 SC1917  GEOID HEIGHT-         -22.26  (meters)                     GEOID03
 SC1917  HORZ ORDER  -  THIRD
 SC1917
 SC1917.The horizontal coordinates were established by classical geodetic methods
 SC1917.and adjusted by the National Geodetic Survey in October 1991.
 SC1917
 SC1917
 SC1917.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1917
 SC1917.The geoid height was determined by GEOID03.
 SC1917
 SC1917;                    North         East     Units Scale Factor Converg.
 SC1917;SPC OR N     -   290,509.738 2,260,284.048   MT  1.00006970   -2 12 16.3
 SC1917;SPC OR N     -   953,115.94  7,415,630.08   iFT  1.00006970   -2 12 16.3
 SC1917;SPC WA S     -   105,424.051   260,319.791   MT  0.99993271   -2 15 28.9
 SC1917;SPC WA S     -   345,878.74    854,065.85   sFT  0.99993271   -2 15 28.9
 SC1917;UTM  10      - 5,120,818.650   453,082.024   MT  0.99962706   -0 26 22.3
 SC1917
 SC1917                          SUPERSEDED SURVEY CONTROL
 SC1917
 SC1917  NAD 83(1986)-  46 14 21.58103(N)    123 36 30.77731(W) AD(       ) 4
 SC1917  NAD 27      -  46 14 22.17600(N)    123 36 26.29300(W) AD(       ) 3
 SC1917
 SC1917.Superseded values are not recommended for survey control.
 SC1917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1917.See file dsdata.txt to determine how the superseded data were derived.
 SC1917
 SC1917_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS5308220819(NAD 83)
 SC1917
 SC1917  HISTORY     - Date     Condition        Report By
 SC1917  HISTORY     - UNK      MONUMENTED
 SC1917  HISTORY     - 1935     SEE DESCRIPTION  CGS
 SC1917
 SC1917                          STATION DESCRIPTION
 SC1917
 SC1917'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (RWK)
 SC1917'STATION IS GONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0827 ***********************************************************************
 PC0827  DESIGNATION -  FISH MOUNTAIN
 PC0827  PID         -  PC0827
 PC0827  STATE/COUNTY-  OR/DOUGLAS
 PC0827  USGS QUAD   -  FISH MOUNTAIN (1989)
 PC0827
 PC0827                         *CURRENT SURVEY CONTROL
 PC0827  ___________________________________________________________________
 PC0827* NAD 83(1991)-  43 04 32.13040(N)    122 25 25.95483(W)     ADJUSTED  
 PC0827* NAVD 88     -              **(meters)            **(feet)            
 PC0827  ___________________________________________________________________
 PC0827  LAPLACE CORR-           7.26  (seconds)                    DEFLEC99
 PC0827  GEOID HEIGHT-         -22.36  (meters)                     GEOID03
 PC0827  HORZ ORDER  -  THIRD
 PC0827
 PC0827.The horizontal coordinates were established by classical geodetic methods
 PC0827.and adjusted by the National Geodetic Survey in October 1991.
 PC0827
 PC0827
 PC0827.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC0827
 PC0827.The geoid height was determined by GEOID03.
 PC0827
 PC0827;                    North         East     Units Scale Factor Converg.
 PC0827;SPC OR S     -   158,305.938 1,343,347.794   MT  0.99989592   -1 18 58.4
 PC0827;SPC OR S     -   519,376.44  4,407,309.04   iFT  0.99989592   -1 18 58.4
 PC0827;UTM  10      - 4,769,370.237   546,901.337   MT  0.99962706   +0 23 36.5
 PC0827
 PC0827                          SUPERSEDED SURVEY CONTROL
 PC0827
 PC0827  NAD 83(1986)-  43 04 32.13049(N)    122 25 25.97095(W) AD(       ) 4
 PC0827  NAD 27      -  43 04 32.68800(N)    122 25 21.86400(W) AD(       ) 3
 PC0827
 PC0827.Superseded values are not recommended for survey control.
 PC0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0827.See file dsdata.txt to determine how the superseded data were derived.
 PC0827
 PC0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN4690169370(NAD 83)
 PC0827
 PC0827  HISTORY     - Date     Condition        Report By
 PC0827  HISTORY     - 1931     MONUMENTED       USGS
 PC0827
 PC0827                          STATION DESCRIPTION
 PC0827
 PC0827'DESCRIBED BY US GEOLOGICAL SURVEY 1931 (BHY)
 PC0827'THIS STATION, NOT OCCUPIED, IS A SHARP-TOPPED PEAK, ELEVATION
 PC0827'6788 FEET, ON THE DIVIDE BETWEEN THE ROGUE RIVER AND THE UMPQUA
 PC0827'RIVER DRAINAGE.  IT LIES NORTHWEST OF CRATER LAKE, AND MAY BE
 PC0827'REACHED BY TRAIL FROM HAMAKER MEADOWS.  SIGNAL AND STATION MARK
 PC0827'IS CENTER OF SMALL CLUMP OF TREES, APPARENTLY ON HIGHEST POINT
 PC0827'OF SUMMIT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0939 ***********************************************************************
 QC0939  DESIGNATION -  FISHER
 QC0939  PID         -  QC0939
 QC0939  STATE/COUNTY-  OR/GRANT
 QC0939  USGS QUAD   -  MEADOW BROOK SUMMIT (1995)
 QC0939
 QC0939                         *CURRENT SURVEY CONTROL
 QC0939  ___________________________________________________________________
 QC0939* NAD 83(1991)-  44 55 00.76841(N)    119 07 20.68043(W)     ADJUSTED  
 QC0939* NAVD 88     -      1129.5    (meters)    3706.     (feet)  VERTCON   
 QC0939  ___________________________________________________________________
 QC0939  LAPLACE CORR-           9.26  (seconds)                    DEFLEC99
 QC0939  GEOID HEIGHT-         -18.64  (meters)                     GEOID03
 QC0939  HORZ ORDER  -  SECOND
 QC0939
 QC0939.The horizontal coordinates were established by classical geodetic methods
 QC0939.and adjusted by the National Geodetic Survey in October 1991.
 QC0939
 QC0939.The NAVD 88 height was computed by applying the VERTCON shift value to
 QC0939.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QC0939
 QC0939.The Laplace correction was computed from DEFLEC99 derived deflections.
 QC0939
 QC0939.The geoid height was determined by GEOID03.
 QC0939
 QC0939;                    North         East     Units Scale Factor Converg.
 QC0939;SPC OR N     -   139,852.609 2,608,759.753   MT  0.99990420   +0 58 37.1
 QC0939;SPC OR N     -   458,834.02  8,558,923.07   iFT  0.99990420   +0 58 37.1
 QC0939;UTM  11      - 4,975,908.185   332,479.681   MT  0.99994509   -1 29 56.2
 QC0939
 QC0939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QC0939!SPC OR N     -   0.99982586  x   0.99990420  =   0.99973008
 QC0939!UTM  11      -   0.99982586  x   0.99994509  =   0.99977096
 QC0939
 QC0939|---------------------------------------------------------------------|
 QC0939| PID    Reference Object                     Distance      Geod. Az  |
 QC0939|                                                           dddmmss.s |
 QC0939| CD6531 FISHER RM 1                          11.037 METERS 02757     |
 QC0939| QC0938 IVORY                               APPROX. 1.4 KM 1595504.8 |
 QC0939| CD6532 FISHER RM 2                          10.494 METERS 26854     |
 QC0939|---------------------------------------------------------------------|
 QC0939
 QC0939                          SUPERSEDED SURVEY CONTROL
 QC0939
 QC0939  NAD 83(1986)-  44 55 00.77546(N)    119 07 20.67615(W) AD(       ) 2
 QC0939  NAD 27      -  44 55 01.23000(N)    119 07 16.75200(W) AD(       ) 2
 QC0939  NGVD 29 (07/19/86) 1128.3    (m)         3702.     (f) VERT ANG    3  
 QC0939
 QC0939.Superseded values are not recommended for survey control.
 QC0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0939.See file dsdata.txt to determine how the superseded data were derived.
 QC0939
 QC0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK3248075908(NAD 83)
 QC0939_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QC0939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0939
 QC0939  HISTORY     - Date     Condition        Report By
 QC0939  HISTORY     - 1946     MONUMENTED       CGS
 QC0939
 QC0939                          STATION DESCRIPTION
 QC0939
 QC0939'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 QC0939'STATION IS LOCATED ABOUT 14 MILES AIRLINE NORTH-NORTHWEST OF
 QC0939'LONG CREEK.  ABOUT 2 MILES AIRLINE NORTHEAST OF RITTER AND
 QC0939'ABOUT 0.25 MILE NORTHWEST OF THE DALE-RITTER ROAD.  IT IS ON
 QC0939'THE LIPPERT BROS. RANCH ON FISHER CREEK.
 QC0939'
 QC0939'STATION MARK IS A STANDARD BRONZE DISK STAMPED FISHER 1946, SET
 QC0939'IN A 12 INCH CONCRETE BLOCK FLUSH WITH GROUND LEVEL.  IT IS 125
 QC0939'YARDS EASTERLY FROM THE NORTHWEST CORNER OF A CULTIVATED FIELD,
 QC0939'20 FEET SOUTHWEST OF A 6 INCH JUNIPER TREE AND 3 FEET NORTH OF
 QC0939'A NORTHEAST-SOUTHWEST FENCE LINE.
 QC0939'
 QC0939'REFERENCE MARK NO.1 IS A STANDARD BRONZE DISK STAMPED FISHER
 QC0939'NO 1 1946, SET IN A ROUND, 12 INCH BLOCK OF CONCRETE FLUSH WITH
 QC0939'GROUND LEVEL.  IT IS NORTH NORTHEAST OF STATION AND 37 FEET
 QC0939'NORTH OF FENCE LINE.
 QC0939'
 QC0939'REFERENCE MARK NO.2 IS A STANDARD BRONZE DISK STAMPED FISHER
 QC0939'NO 2 1946, SET IN A ROUND, 12 INCH BLOCK OF CONCRETE FLUSH WITH
 QC0939'GROUND LEVEL.  IT IS WEST SOUTHWEST OF STATION AND 3 FEET NORTH
 QC0939'OF FENCE LINE.
 QC0939'
 QC0939'FISHER 1946 PICTURE POINT 107V-32 IS A 6 INCH JUNIPER TREE
 QC0939'WITH A SMALL TRIANGULAR BLAZE ON WEST SIDE.  IT IS ON FENCE LINE
 QC0939'NORTHEAST OF STATION.
 QC0939'
 QC0939'TO REACH STATION FROM POST OFFICE IN RITTER.  GO SOUTH 0.25
 QC0939'MILE TO FORK BEFORE REACHING BARN.  TURN LEFT, GO 0.2 MILE TO
 QC0939'FORK AT RIVER BANK.  TURN LEFT, CROSS BRIDGE AND FOLLOW MAIN ROAD
 QC0939'3.4 MILE TO RANCH ROAD ON LEFT.  TURN LEFT THROUGH GATE AND FOLLOW
 QC0939'ROAD 0.5 MILE TO LIPPERT BROS. RANCH BUILDINGS.  TURN LEFT INTO,
 QC0939'THENCE ACROSS BARNYARD TO GATE AT SOUTHEAST CORNER OF BARN.
 QC0939'PASS THROUGH GATE, TURN RIGHT AND FOLLOW FENCE LINE 0.3 MILE TO
 QC0939'GATE.  PASS THROUGH GATE, TURN RIGHT AND GO 0.25 MILE
 QC0939'THROUGH WOODED AREA TO FENCE.  TURN LEFT AND FOLLOW FENCE
 QC0939'WESTERLY 0.2 MILE TO STATION SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2246 ***********************************************************************
 QE2246  DESIGNATION -  FISHER BUTTE
 QE2246  PID         -  QE2246
 QE2246  STATE/COUNTY-  OR/LANE
 QE2246  USGS QUAD   -  VENETA (1984)
 QE2246
 QE2246                         *CURRENT SURVEY CONTROL
 QE2246  ___________________________________________________________________
 QE2246* NAD 83(1991)-  44 03 39.43044(N)    123 15 17.81460(W)     ADJUSTED  
 QE2246* NAVD 88     -       152.     (meters)     499.     (feet)  SCALED    
 QE2246  ___________________________________________________________________
 QE2246  LAPLACE CORR-          -3.04  (seconds)                    DEFLEC99
 QE2246  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 QE2246  HORZ ORDER  -  SECOND
 QE2246
 QE2246.The horizontal coordinates were established by classical geodetic methods
 QE2246.and adjusted by the National Geodetic Survey in October 1991.
 QE2246
 QE2246.The orthometric height was scaled from a topographic map.
 QE2246
 QE2246.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2246
 QE2246.The geoid height was determined by GEOID03.
 QE2246
 QE2246;                    North         East     Units Scale Factor Converg.
 QE2246;SPC OR S     -   269,606.789 1,279,298.672   MT  1.00001606   -1 53 05.2
 QE2246;SPC OR S     -   884,536.71  4,197,174.12   iFT  1.00001606   -1 53 05.2
 QE2246;UTM  10      - 4,878,674.374   479,580.666   MT  0.99960513   -0 10 38.3
 QE2246
 QE2246!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2246!SPC OR S     -   0.99997977  x   1.00001606  =   0.99999583
 QE2246!UTM  10      -   0.99997977  x   0.99960513  =   0.99958491
 QE2246
 QE2246|---------------------------------------------------------------------|
 QE2246| PID    Reference Object                     Distance      Geod. Az  |
 QE2246|                                                           dddmmss.s |
 QE2246| CE1488 FISHER BUTTE RM 1                     6.832 METERS 09523     |
 QE2246| PC0920 SPENCER                             APPROX.15.4 KM 1240351.7 |
 QE2246| CE1489 FISHER BUTTE RM 2                     6.843 METERS 33015     |
 QE2246|---------------------------------------------------------------------|
 QE2246
 QE2246                          SUPERSEDED SURVEY CONTROL
 QE2246
 QE2246  NAD 83(1986)-  44 03 39.44522(N)    123 15 17.84180(W) AD(       ) 2
 QE2246  NAD 27      -  44 03 40.00400(N)    123 15 13.51000(W) AD(       ) 2
 QE2246
 QE2246.Superseded values are not recommended for survey control.
 QE2246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2246.See file dsdata.txt to determine how the superseded data were derived.
 QE2246
 QE2246_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP7958178674(NAD 83)
 QE2246_MARKER: DS = TRIANGULATION STATION DISK
 QE2246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE2246_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QE2246
 QE2246  HISTORY     - Date     Condition        Report By
 QE2246  HISTORY     - 1940     MONUMENTED       USE
 QE2246  HISTORY     - 1946     MARK NOT FOUND   CGS
 QE2246
 QE2246                          STATION DESCRIPTION
 QE2246
 QE2246'DESCRIBED BY US ENGINEERS 1940 (ANS)
 QE2246'THE STATION IS ON THE HIGHEST POINT OF FISHER BUTTE, A LOW BARE
 QE2246'HILL STREWN WITH SMALL ROCKS, LYING ABOUT 8 MILES WEST OF EUGENE
 QE2246'AND ABOUT 3/4 MILE SOUTH OF THE EAST-WEST PAVED HIGHWAY AND
 QE2246'FISHER BUTTE SCHOOL.  AN OLD ABANDONED QUARRY IS ON THE SOUTHWEST
 QE2246'BASE OF THE BUTTE.
 QE2246'
 QE2246'TO REACH FROM THE NORTH END OF THE OVERPASS ON U.S. HIGHWAY 99
 QE2246'IN THE NORTHWEST PART OF EUGENE, GO WEST ON THE ROAD TOWARDS
 QE2246'ELMIRA 6.0 MILES TO FISHER BUTTE SCHOOL ON THE RIGHT (NORTH).  A
 QE2246'NARROW LANE ALSO LEADS LEFT (SOUTH) AT SIGN ROCK QUARRY ROAD.
 QE2246'(THE AZIMUTH MARK IS NEAR THE SOUTHWEST CORNER OF THE SCHOOL
 QE2246'GROUNDS.) TURN LEFT (SOUTH) ON NARROW LANE AND GO 0.7 MILE
 QE2246'TO THE END OF THE ROAD AT THE QUARRY WHICH IS END OF TRUCK
 QE2246'TRAVEL.  PACK NORTHEAST UP SLOPE OF BUTTE TO TOP AND
 QE2246'STATION.  IT WILL REQUIRE ABOUT 5 MINUTES TO MAKE THE PACK.  THE
 QE2246'STATION MARK IS A STANDARD U.S. ARMY ENGINEERS TRIANGULATION
 QE2246'DISK SET IN THE TOP OF A 6-INCH CONCRETE CYLINDER, 6.9 FEET
 QE2246'WEST OF A WHITE WITNESS POST, FLUSH WITH THE GROUND, AND
 QE2246'STAMPED FISHER BUTTE 1939.
 QE2246'
 QE2246'THE AZIMUTH MARK IS 92 FEET WEST-SOUTHWEST OF THE SOUTHWEST
 QE2246'CORNER OF FISHER BUTTE SCHOOLHOUSE, 29.5 FEET NORTH OF THE
 QE2246'CENTERLINE OF THE PAVED ROAD, 6 FEET EAST-NORTHEAST OF FENCE
 QE2246'CORNER OF SCHOOLYARD.  AZIMUTH MARK IS A STANDARD U.S. ARMY
 QE2246'ENGINEERS TRIANGULATION DISK SET IN THE TOP OF 6-INCH CONCRETE
 QE2246'CYLINDER, 2.3 FEET EAST OF WHITE WITNESS POST STAMPED USBM.
 QE2246'AZIMUTH MARK IS FLUSH AND STAMPED W339 1939.
 QE2246'
 QE2246'REFERENCE MARK NO.1 IS ON TOP OF CAST-IRON PIPE SET IN THE
 QE2246'GROUND.  THE PIPE IS 2 INCHES IN DIAMETER, TOPPED WITH A 3-INCH
 QE2246'CAP IN WHICH THE REFERENCE MARK HAS BEEN CEMENTED.  THE REFERENCE
 QE2246'MARK IS AT ABOUT THE SAME ELEVATION AS THE STATION MARK, PROJECTS
 QE2246'8 INCHES, AND IS STAMPED FISHER NO 1 1940.
 QE2246'
 QE2246'REFERENCE MARK NO.2 IS ON THE NORTH SLOPE OF THE HILL, SET IN
 QE2246'THE TOP OF A BURIED BOULDER, FLUSH WITH THE GROUND, AND IS
 QE2246'STAMPED FISHER NO 2 1940.
 QE2246'
 QE2246'HEIGHT OF LIGHT ABOVE STATION MARK 1-1/2 METERS.
 QE2246
 QE2246                          STATION RECOVERY (1946)
 QE2246
 QE2246'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (JCC)
 QE2246'STATION DESTROYED BY QUARRY OPERATION.  THE TWO U.S.C. AND
 QE2246'G.S. REFERENCE MARKS STAMPED FISHER NO. 1 AND FISHER NO. 2 WERE
 QE2246'ALSO DESTROYED.  THE AZIMUTH MARK WAS FOUND IN GOOD CONDITION
 QE2246'BUT THE ADJACENT SCHOOLHOUSE MENTIONED IN THE DESCRIPTION HAS
 QE2246'BEEN TORN DOWN.  THE TRIANGULATION STATION MARK WAS REFERENCED
 QE2246'AS SHOWN ON SKETCH.
 QE2246'
 QE2246'PERMANENT MARKS WILL BE ESTABLISHED WHEN QUARRY OPERATIONS HAVE
 QE2246'BEEN COMPLETED.
 QE2246'
 QE2246'STATION IS 8 MILES W OF EUGENE.  MARK IS STAMPED FISHER BUTTE 1939.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1620 ***********************************************************************
 SC1620  DESIGNATION -  FISHER ISLAND DIKE 1 LIGHT
 SC1620  PID         -  SC1620
 SC1620  STATE/COUNTY-  OR/COLUMBIA
 SC1620  USGS QUAD   -  COAL CREEK (1985)
 SC1620
 SC1620                         *CURRENT SURVEY CONTROL
 SC1620  ___________________________________________________________________
 SC1620* NAD 83(1991)-  46 09 26.52626(N)    123 03 20.19408(W)     ADJUSTED  
 SC1620* NAVD 88     -              **(meters)            **(feet)            
 SC1620  ___________________________________________________________________
 SC1620  LAPLACE CORR-          -6.44  (seconds)                    DEFLEC99
 SC1620  GEOID HEIGHT-         -21.15  (meters)                     GEOID03
 SC1620  HORZ ORDER  -  THIRD
 SC1620
 SC1620.The horizontal coordinates were established by classical geodetic methods
 SC1620.and adjusted by the National Geodetic Survey in December 1991.
 SC1620
 SC1620
 SC1620.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1620
 SC1620.The geoid height was determined by GEOID03.
 SC1620
 SC1620;                    North         East     Units Scale Factor Converg.
 SC1620;SPC OR N     -   279,909.100 2,302,620.304   MT  1.00004384   -1 48 44.6
 SC1620;SPC OR N     -   918,336.94  7,554,528.56   iFT  1.00004384   -1 48 44.6
 SC1620;SPC WA S     -    94,788.674   302,641.962   MT  0.99994230   -1 51 23.0
 SC1620;SPC WA S     -   310,985.84    992,917.84   sFT  0.99994230   -1 51 23.0
 SC1620;UTM  10      - 5,111,533.946   495,706.254   MT  0.99960023   -0 02 24.4
 SC1620
 SC1620                          SUPERSEDED SURVEY CONTROL
 SC1620
 SC1620  NAD 83(1991)-  46 09 26.52627(N)    123 03 20.19408(W) AD(       ) 4
 SC1620  NAD 83(1986)-  46 09 26.54302(N)    123 03 20.19299(W) AD(       ) 4
 SC1620  NAD 27      -  46 09 27.13935(N)    123 03 15.77932(W) AD(       ) 3
 SC1620
 SC1620.Superseded values are not recommended for survey control.
 SC1620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1620.See file dsdata.txt to determine how the superseded data were derived.
 SC1620
 SC1620_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS9570611534(NAD 83)
 SC1620_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC1620+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2004
 SC1620
 SC1620  HISTORY     - Date     Condition        Report By
 SC1620  HISTORY     - 1936     MONUMENTED       CGS
 SC1620  HISTORY     - 20040413 GOOD             USPSQD
 SC1620
 SC1620                          STATION DESCRIPTION
 SC1620
 SC1620'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (RWK)
 SC1620'THE TRIANGULATION STATION IS THE CENTER OF THE NAVIGATION LIGHT
 SC1620'LENS.
 SC1620
 SC1620                          STATION RECOVERY (2004)
 SC1620
 SC1620'RECOVERY NOTE BY US POWER SQUADRON 2004 (SO)
 SC1620'THIS LIGHT NOW LISTED AS LIGHT 9   CG NO. 10730   VOL VI 2004
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1626 ***********************************************************************
 SC1626  DESIGNATION -  FISHER ISLAND DIKE 3 LIGHT
 SC1626  PID         -  SC1626
 SC1626  STATE/COUNTY-  OR/CLATSOP
 SC1626  USGS QUAD   -  COAL CREEK (1985)
 SC1626
 SC1626                         *CURRENT SURVEY CONTROL
 SC1626  ___________________________________________________________________
 SC1626* NAD 83(1991)-  46 09 20.62474(N)    123 02 54.31226(W)     ADJUSTED  
 SC1626* NAVD 88     -              **(meters)            **(feet)            
 SC1626  ___________________________________________________________________
 SC1626  LAPLACE CORR-          -6.55  (seconds)                    DEFLEC99
 SC1626  GEOID HEIGHT-         -21.17  (meters)                     GEOID03
 SC1626  HORZ ORDER  -  THIRD
 SC1626
 SC1626.The horizontal coordinates were established by classical geodetic methods
 SC1626.and adjusted by the National Geodetic Survey in December 1991.
 SC1626
 SC1626
 SC1626.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1626
 SC1626.The geoid height was determined by GEOID03.
 SC1626
 SC1626;                    North         East     Units Scale Factor Converg.
 SC1626;SPC OR N     -   279,709.426 2,303,169.637   MT  1.00004334   -1 48 26.3
 SC1626;SPC OR N     -   917,681.84  7,556,330.83   iFT  1.00004334   -1 48 26.3
 SC1626;SPC WA S     -    94,588.599   303,191.087   MT  0.99994251   -1 51 04.2
 SC1626;SPC WA S     -   310,329.43    994,719.42   sFT  0.99994251   -1 51 04.2
 SC1626;UTM  10      - 5,111,351.439   496,261.254   MT  0.99960017   -0 02 05.7
 SC1626
 SC1626                          SUPERSEDED SURVEY CONTROL
 SC1626
 SC1626  NAD 83(1991)-  46 09 20.62475(N)    123 02 54.31226(W) AD(       ) 4
 SC1626  NAD 83(1986)-  46 09 20.64157(N)    123 02 54.31130(W) AD(       ) 4
 SC1626  NAD 27      -  46 09 21.23772(N)    123 02 49.89858(W) AD(       ) 3
 SC1626
 SC1626.Superseded values are not recommended for survey control.
 SC1626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1626.See file dsdata.txt to determine how the superseded data were derived.
 SC1626
 SC1626_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS9626111351(NAD 83)
 SC1626
 SC1626  HISTORY     - Date     Condition        Report By
 SC1626  HISTORY     - 1936     MONUMENTED       CGS
 SC1626  HISTORY     - 1950     SEE DESCRIPTION  CGS
 SC1626
 SC1626                          STATION DESCRIPTION
 SC1626
 SC1626'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (RWK)
 SC1626'STATION IS ONE OF THE CENTERS OF THE REFLECTORS OR RANGE BOARDS
 SC1626'BETWEEN BRADWOOD AND LONGVIEW.
 SC1626
 SC1626                          STATION RECOVERY (1950)
 SC1626
 SC1626'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 SC1626'REPORT FROM NOTICE TO MARINERS NO. 18 DATED MAY 6, 1950--
 SC1626'
 SC1626'FISHER ISLAND DIKE 3 DAYBEACON HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1629 ***********************************************************************
 SC1629  DESIGNATION -  FISHER ISLAND LIGHT
 SC1629  PID         -  SC1629
 SC1629  STATE/COUNTY-  OR/COLUMBIA
 SC1629  USGS QUAD   -  COAL CREEK (1985)
 SC1629
 SC1629                         *CURRENT SURVEY CONTROL
 SC1629  ___________________________________________________________________
 SC1629* NAD 83(1991)-  46 09 38.87986(N)    123 04 11.50027(W)     ADJUSTED  
 SC1629* NAVD 88     -              **(meters)            **(feet)            
 SC1629  ___________________________________________________________________
 SC1629  LAPLACE CORR-          -6.03  (seconds)                    DEFLEC99
 SC1629  GEOID HEIGHT-         -21.11  (meters)                     GEOID03
 SC1629  HORZ ORDER  -  THIRD
 SC1629
 SC1629.The horizontal coordinates were established by classical geodetic methods
 SC1629.and adjusted by the National Geodetic Survey in December 1991.
 SC1629
 SC1629
 SC1629.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1629
 SC1629.The geoid height was determined by GEOID03.
 SC1629
 SC1629;                    North         East     Units Scale Factor Converg.
 SC1629;SPC OR N     -   280,325.271 2,301,532.090   MT  1.00004488   -1 49 21.0
 SC1629;SPC OR N     -   919,702.33  7,550,958.30   iFT  1.00004488   -1 49 21.0
 SC1629;SPC WA S     -    95,205.640   301,554.180   MT  0.99994186   -1 52 00.3
 SC1629;SPC WA S     -   312,353.84    989,349.01   sFT  0.99994186   -1 52 00.3
 SC1629;UTM  10      - 5,111,916.095   494,606.178   MT  0.99960036   -0 03 01.4
 SC1629
 SC1629                          SUPERSEDED SURVEY CONTROL
 SC1629
 SC1629  NAD 83(1991)-  46 09 38.87987(N)    123 04 11.50027(W) AD(       ) 4
 SC1629  NAD 83(1986)-  46 09 38.89645(N)    123 04 11.49915(W) AD(       ) 4
 SC1629  NAD 27      -  46 09 39.49319(N)    123 04 07.08382(W) AD(       ) 3
 SC1629
 SC1629.Superseded values are not recommended for survey control.
 SC1629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1629.See file dsdata.txt to determine how the superseded data were derived.
 SC1629
 SC1629_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS9460611916(NAD 83)
 SC1629
 SC1629  HISTORY     - Date     Condition        Report By
 SC1629  HISTORY     - 1936     MONUMENTED       CGS
 SC1629  HISTORY     - 20040413 MARK NOT FOUND   USPSQD
 SC1629
 SC1629                          STATION DESCRIPTION
 SC1629
 SC1629'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (RWK)
 SC1629'THE TRIANGULATION STATION IS THE CENTER OF THE NAVIGATION LIGHT
 SC1629'LENS.
 SC1629
 SC1629                          STATION RECOVERY (2004)
 SC1629
 SC1629'RECOVERY NOTE BY US POWER SQUADRON 2004 (SO)
 SC1629'THIS LIGHT DOES NOT EXIST AT THIS LOCATION. NOT LISTED IN CG LIGHT
 SC1629'LIST VOLUME VI 2004.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2037 ***********************************************************************
 RD2037  DESIGNATION -  FISHERY
 RD2037  PID         -  RD2037
 RD2037  STATE/COUNTY-  OR/TILLAMOOK
 RD2037  USGS QUAD   -  NEHALEM (1985)
 RD2037
 RD2037                         *CURRENT SURVEY CONTROL
 RD2037  ___________________________________________________________________
 RD2037* NAD 83(1991)-  45 41 18.84040(N)    123 55 28.93877(W)     ADJUSTED  
 RD2037* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 RD2037  ___________________________________________________________________
 RD2037  LAPLACE CORR-          23.35  (seconds)                    DEFLEC99
 RD2037  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 RD2037  HORZ ORDER  -  THIRD
 RD2037
 RD2037.The horizontal coordinates were established by classical geodetic methods
 RD2037.and adjusted by the National Geodetic Survey in October 1991.
 RD2037
 RD2037.The orthometric height was scaled from a topographic map.
 RD2037
 RD2037.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2037
 RD2037.The geoid height was determined by GEOID03.
 RD2037
 RD2037;                    North         East     Units Scale Factor Converg.
 RD2037;SPC OR N     -   230,333.673 2,233,323.636   MT  0.99993573   -2 25 43.5
 RD2037;SPC OR N     -   755,687.90  7,327,177.28   iFT  0.99993573   -2 25 43.5
 RD2037;UTM  10      - 5,059,861.849   427,997.356   MT  0.99966374   -0 39 42.1
 RD2037
 RD2037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2037!SPC OR N     -   1.00000215  x   0.99993573  =   0.99993788
 RD2037!UTM  10      -   1.00000215  x   0.99966374  =   0.99966588
 RD2037
 RD2037:                Primary Azimuth Mark                     Grid Az
 RD2037:SPC OR N     -  LANDING                                  187 45 21.4
 RD2037:UTM  10      -  LANDING                                  185 59 20.0
 RD2037
 RD2037|---------------------------------------------------------------------|
 RD2037| PID    Reference Object                     Distance      Geod. Az  |
 RD2037|                                                           dddmmss.s |
 RD2037| RD2060 LANDING                             APPROX. 2.7 KM 1851937.9 |
 RD2037| RD2029 SEELY                               APPROX. 2.7 KM 3353816.5 |
 RD2037|---------------------------------------------------------------------|
 RD2037
 RD2037                          SUPERSEDED SURVEY CONTROL
 RD2037
 RD2037  NAD 83(1986)-  45 41 18.86891(N)    123 55 28.92553(W) AD(       ) 3
 RD2037  NAD 27      -  45 41 19.48200(N)    123 55 24.43100(W) AD(       ) 3
 RD2037
 RD2037.Superseded values are not recommended for survey control.
 RD2037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2037.See file dsdata.txt to determine how the superseded data were derived.
 RD2037
 RD2037_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR2799759862(NAD 83)
 RD2037
 RD2037  HISTORY     - Date     Condition        Report By
 RD2037  HISTORY     - 1875     MONUMENTED       CGS
 RD2037  HISTORY     - 1934     SEE DESCRIPTION  ORGS
 RD2037  HISTORY     - 1954     SEE DESCRIPTION  CGS
 RD2037
 RD2037                          STATION DESCRIPTION
 RD2037
 RD2037'DESCRIBED BY OREGON GEODETIC SURVEY 1934
 RD2037'LOST.  IT WAS ABOUT 1.5 MILES N OF BRIGHTON, AT FISHERY POINT,
 RD2037'WHERE NEHALEM RIVER MAKES A PROMINENT BEND.  FISHERY POINT IS ON
 RD2037'THE S AND E SIDE OF THE RIVER, AND IS A WELL-KNOWN LANDMARK.
 RD2037'
 RD2037'THE STATION WAS MARKED BY A DRILL HOLE IN A ROCK BURIED 10
 RD2037'INCHES.  THE SOUTHERN PACIFIC COMPANY RAILROAD AND THE OREGON
 RD2037'COAST HIGHWAY HAS BEEN BUILT AROUND THE POINT.  STATION WAS
 RD2037'PROBABLY LOST.
 RD2037
 RD2037                          STATION RECOVERY (1954)
 RD2037
 RD2037'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (FN)
 RD2037'NOT SEARCHED FOR
 RD2037'
 RD2037'THIS STATION WAS LISTED AS LOST IN 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0826 ***********************************************************************
 NY0826  DESIGNATION -  FISHHOLE MTN
 NY0826  PID         -  NY0826
 NY0826  STATE/COUNTY-  OR/LAKE
 NY0826  USGS QUAD   -  QUARTZ VALLEY (1988)
 NY0826
 NY0826                         *CURRENT SURVEY CONTROL
 NY0826  ___________________________________________________________________
 NY0826* NAD 83(1991)-  42 15 14.25619(N)    120 47 43.40395(W)     ADJUSTED  
 NY0826* NAVD 88     -      2155.0    (meters)    7070.     (feet)  VERTCON   
 NY0826  ___________________________________________________________________
 NY0826  LAPLACE CORR-           1.81  (seconds)                    DEFLEC99
 NY0826  GEOID HEIGHT-         -21.26  (meters)                     GEOID03
 NY0826  HORZ ORDER  -  SECOND
 NY0826
 NY0826.The horizontal coordinates were established by classical geodetic methods
 NY0826.and adjusted by the National Geodetic Survey in October 1991.
 NY0826
 NY0826.The NAVD 88 height was computed by applying the VERTCON shift value to
 NY0826.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NY0826
 NY0826.The Laplace correction was computed from DEFLEC99 derived deflections.
 NY0826
 NY0826.The geoid height was determined by GEOID03.
 NY0826
 NY0826;                    North         East     Units Scale Factor Converg.
 NY0826;SPC OR S     -    65,282.905 1,475,623.807   MT  1.00002093   -0 12 07.5
 NY0826;SPC OR S     -   214,182.76  4,841,285.46   iFT  1.00002093   -0 12 07.5
 NY0826;UTM  10      - 4,680,326.961   681,857.158   MT  1.00000694   +1 28 58.2
 NY0826
 NY0826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NY0826!SPC OR S     -   0.99966546  x   1.00002093  =   0.99968638
 NY0826!UTM  10      -   0.99966546  x   1.00000694  =   0.99967239
 NY0826
 NY0826:                Primary Azimuth Mark                     Grid Az
 NY0826:SPC OR S     -  QUARTZ                                   009 33 16.8
 NY0826:UTM  10      -  QUARTZ                                   007 52 11.1
 NY0826
 NY0826|---------------------------------------------------------------------|
 NY0826| PID    Reference Object                     Distance      Geod. Az  |
 NY0826|                                                           dddmmss.s |
 NY0826| NY0824 QUARTZ                              APPROX. 7.3 KM 0092109.3 |
 NY0826| NY0807 COUGAR PEAK LOOKOUT HOUSE           APPROX.14.8 KM 0663225.9 |
 NY0826| CD6533 FISHHOLE MTN RM 1                     4.880 METERS 07936     |
 NY0826| CD6534 FISHHOLE MTN RM 2                     4.032 METERS 20821     |
 NY0826| NY0823 FISHHOLE MTN LOOKOUT TOWER           50.639 METERS 26508     |
 NY0826|---------------------------------------------------------------------|
 NY0826
 NY0826                          SUPERSEDED SURVEY CONTROL
 NY0826
 NY0826  NAD 83(1986)-  42 15 14.25982(N)    120 47 43.40493(W) AD(       ) 2
 NY0826  NAD 27      -  42 15 14.70000(N)    120 47 39.51700(W) AD(       ) 2
 NY0826  NGVD 29 (07/19/86) 2153.8    (m)         7066.     (f) VERT ANG    3  
 NY0826
 NY0826.Superseded values are not recommended for survey control.
 NY0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0826.See file dsdata.txt to determine how the superseded data were derived.
 NY0826
 NY0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM8185780327(NAD 83)
 NY0826_MARKER: Z = SEE DESCRIPTION
 NY0826_SETTING: 0 = UNSPECIFIED SETTING
 NY0826
 NY0826  HISTORY     - Date     Condition        Report By
 NY0826  HISTORY     - 1935     MONUMENTED       USFS
 NY0826  HISTORY     - 1948     SEE DESCRIPTION  CGS
 NY0826
 NY0826                          STATION DESCRIPTION
 NY0826
 NY0826'DESCRIBED BY US FOREST SERVICE 1935 (NS)
 NY0826'ON THE SUMMIT OF FISHHOLE MOUNTAIN, WHICH LIES ABOUT 4 MILES S OF
 NY0826'QUARTZ VALLEY ON THE KLAMATH FALLS-LAKEVIEW HIGHWAY.  STATION
 NY0826'MARKED BY A U.S.F.S. DISK IN A LARGE BOULDER AT THE POINT WHERE
 NY0826'THE FOREST ROAD MAKES A CIRCLE.  TO DRIVE TO STATION, LEAVE
 NY0826'KLAMATH FALLS-LAKEVIEW HIGHWAY AT POINT 21 MILES W OF LAKEVIEW,
 NY0826'THENCE BY FOREST ROAD 16 MILES BY WAY OF SECRET VALLEY TO
 NY0826'SUMMIT.
 NY0826'
 NY0826'NOTE--NO HOUSE HERE IN 1935.
 NY0826
 NY0826                          STATION RECOVERY (1948)
 NY0826
 NY0826'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MTP)
 NY0826'STATION IS LOCATED ON THE SUMMIT OF FISHHOLE MOUNTAIN, AND ON THE
 NY0826'SAME MOUNTAIN AS THE USFS FISHHOLE MOUNTAIN LOOKOUT TOWER.  THE
 NY0826'MARK IS SET IN A 4X4 FOOT BOULDER PROJECTING 3 INCHES ABOVE THE
 NY0826'SURFACE OF THE GROUND.  IT IS 55 YARDS EAST OF THE LOOKOUT TOWER,
 NY0826'ON A ROCKY, BRUSH-COVERED RISE.  THE MARK IS A USFS DISK STAMPED
 NY0826'FISHHOLE MTN 1935.
 NY0826'
 NY0826'REFERENCE MARK NO 1 IS SET IN A 4X2 FOOT BOULDER PROJECTING 14
 NY0826'INCHES ABOVE THE SURFACE OF THE GROUND.  THE MARK IS 16 FEET EAST
 NY0826'OF THE STATION MARK.  IT IS STAMPED FISHHOLE MTN NO 1 1948.
 NY0826'
 NY0826'REFERENCE MARK NO 2 IS SET IN A 1X2 FOOT BOULDER PROJECTING 18
 NY0826'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 13.3 FEET SOUTHWEST
 NY0826'OF THE STATION MARK.  IT IS STAMPED FISHHOLE MTN NO 2 1948.
 NY0826'
 NY0826'AZIMUTH MARK IS THE FINIAL ON THE FISHHOLE MTN LOOKOUT TOWER.  THE
 NY0826'TOWER IS LOCATED ON THE SUMMIT OF FISHHOLE MOUNTAIN ABOUT 55 YARDS
 NY0826'WEST OF THE STATION SITE.  THE TOWER IS A WOODEN CONSTRUCTION AND
 NY0826'IS ABOUT 135 FEET HIGH.
 NY0826'
 NY0826'TO REACH--FROM THE JUNCTION OF U.S. HIGHWAY 395 AND STATE
 NY0826'HIGHWAY 66 IN LAKEVIEW TAKE STATE HIGHWAY 66 FOR 29.9 MILES TO
 NY0826'QUARTZ PASS, TAKE ROAD LEFT AS PER SIGN FISHHOLE L.O. FOR 0.6
 NY0826'MILE, HERE CONTINUE ON STRAIGHT AHEAD FOR 4.9 MILES TO FORKS,
 NY0826'TAKE THE LEFT FORK AND CONTINUE ON FOR 4.0 MILES, HERE TAKE LEFT
 NY0826'FORK AS PER SIGN FISHHOLE MTN L.O. FOR 5.1 MILE TO THE LOOKOUT
 NY0826'TOWER AND STATION SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0823 ***********************************************************************
 NY0823  DESIGNATION -  FISHHOLE MTN LOOKOUT TOWER
 NY0823  PID         -  NY0823
 NY0823  STATE/COUNTY-  OR/LAKE
 NY0823  USGS QUAD   -  QUARTZ VALLEY (1988)
 NY0823
 NY0823                         *CURRENT SURVEY CONTROL
 NY0823  ___________________________________________________________________
 NY0823* NAD 83(1991)-  42 15 14.11714(N)    120 47 45.60516(W)     ADJUSTED  
 NY0823* NAVD 88     -              **(meters)            **(feet)            
 NY0823  ___________________________________________________________________
 NY0823  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 NY0823  GEOID HEIGHT-         -21.26  (meters)                     GEOID03
 NY0823  HORZ ORDER  -  THIRD
 NY0823
 NY0823.The horizontal coordinates were established by classical geodetic methods
 NY0823.and adjusted by the National Geodetic Survey in October 1991.
 NY0823
 NY0823
 NY0823.The Laplace correction was computed from DEFLEC99 derived deflections.
 NY0823
 NY0823.The geoid height was determined by GEOID03.
 NY0823
 NY0823;                    North         East     Units Scale Factor Converg.
 NY0823;SPC OR S     -    65,278.793 1,475,573.334   MT  1.00002094   -0 12 09.0
 NY0823;SPC OR S     -   214,169.27  4,841,119.86   iFT  1.00002094   -0 12 09.0
 NY0823;UTM  10      - 4,680,321.367   681,806.829   MT  1.00000671   +1 28 56.7
 NY0823
 NY0823                          SUPERSEDED SURVEY CONTROL
 NY0823
 NY0823  NAD 83(1986)-  42 15 14.12101(N)    120 47 45.60583(W) AD(       ) 4
 NY0823  NAD 27      -  42 15 14.56100(N)    120 47 41.71800(W) AD(       ) 3
 NY0823
 NY0823.Superseded values are not recommended for survey control.
 NY0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0823.See file dsdata.txt to determine how the superseded data were derived.
 NY0823
 NY0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM8180780321(NAD 83)
 NY0823
 NY0823  HISTORY     - Date     Condition        Report By
 NY0823  HISTORY     - 1948     MONUMENTED       CGS
 NY0823
 NY0823                          STATION DESCRIPTION
 NY0823
 NY0823'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NY0823'SEE STATION FISHHOLE MTN USFS
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1317 ***********************************************************************
 NZ1317  DESIGNATION -  FISHHOOK LOOKOUT TOWER
 NZ1317  PID         -  NZ1317
 NZ1317  STATE/COUNTY-  OR/CURRY
 NZ1317  USGS QUAD   -  BRANDY PEAK (1989)
 NZ1317
 NZ1317                         *CURRENT SURVEY CONTROL
 NZ1317  ___________________________________________________________________
 NZ1317* NAD 83(1991)-  42 31 54.00206(N)    123 54 42.20984(W)     ADJUSTED  
 NZ1317* NAVD 88     -              **(meters)            **(feet)            
 NZ1317  ___________________________________________________________________
 NZ1317  LAPLACE CORR-           9.57  (seconds)                    DEFLEC99
 NZ1317  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 NZ1317  HORZ ORDER  -  THIRD
 NZ1317
 NZ1317.The horizontal coordinates were established by classical geodetic methods
 NZ1317.and adjusted by the National Geodetic Survey in October 1991.
 NZ1317
 NZ1317
 NZ1317.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ1317
 NZ1317.The geoid height was determined by GEOID03.
 NZ1317
 NZ1317;                    North         East     Units Scale Factor Converg.
 NZ1317;SPC OR S     -   101,795.853 1,219,791.001   MT  0.99995596   -2 20 02.8
 NZ1317;SPC OR S     -   333,975.90  4,001,938.98   iFT  0.99995596   -2 20 02.8
 NZ1317;UTM  10      - 4,709,212.105   425,124.622   MT  0.99966898   -0 36 58.9
 NZ1317
 NZ1317                          SUPERSEDED SURVEY CONTROL
 NZ1317
 NZ1317  NAD 83(1986)-  42 31 53.98871(N)    123 54 42.22439(W) AD(       ) 4
 NZ1317  NAD 27      -  42 31 54.59100(N)    123 54 37.93200(W) AD(       ) 3
 NZ1317
 NZ1317.Superseded values are not recommended for survey control.
 NZ1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1317.See file dsdata.txt to determine how the superseded data were derived.
 NZ1317
 NZ1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN2512509212(NAD 83)
 NZ1317
 NZ1317  HISTORY     - Date     Condition        Report By
 NZ1317  HISTORY     - 1942     MONUMENTED       CGS
 NZ1317
 NZ1317                          STATION DESCRIPTION
 NZ1317
 NZ1317'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JCS)
 NZ1317'STATION IS THE CENTER OF THE FOREST SERVICE LOOKOUT ON FISH
 NZ1317'HOOK PEAK, IN THE SISKIYOU FOREST.  IT IS ABOUT 8 MILES, AIR
 NZ1317'LINE, ESE OF AGNESS AND 2 MILES N AND W OF THE W FORK OF THE
 NZ1317'ILLINOIS RIVER, IN T. 35 S., R. 10 W.
 NZ1317'
 NZ1317'THIS STATION WAS NOT VISITED DUE TO ITS INACCESSIBILITY AND WAS
 NZ1317'OBSERVED FROM A GREAT DISTANCE.  IT APPEARED TO BE A GRAY
 NZ1317'BUILDING, SQUARE, WITH A PYRAMIDAL ROOF.  IT APPEARS TO BE
 NZ1317'ERECTED ON THE GROUND RATHER THAN ON A TOWER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3947 ***********************************************************************
 RD3947  DESIGNATION -  FISHTRAP
 RD3947  PID         -  RD3947
 RD3947  STATE/COUNTY-  OR/COLUMBIA
 RD3947  USGS QUAD   -  ST HELENS (1990)
 RD3947
 RD3947                         *CURRENT SURVEY CONTROL
 RD3947  ___________________________________________________________________
 RD3947* NAD 83(1991)-  45 47 45.56647(N)    122 47 28.39930(W)     ADJUSTED  
 RD3947* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 RD3947  ___________________________________________________________________
 RD3947  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 RD3947  GEOID HEIGHT-         -22.50  (meters)                     GEOID03
 RD3947  HORZ ORDER  -  THIRD
 RD3947
 RD3947.The horizontal coordinates were established by classical geodetic methods
 RD3947.and adjusted by the National Geodetic Survey in October 1991.
 RD3947
 RD3947.The orthometric height was scaled from a topographic map.
 RD3947
 RD3947.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3947
 RD3947.The geoid height was determined by GEOID03.
 RD3947
 RD3947;                    North         East     Units Scale Factor Converg.
 RD3947;SPC OR N     -   239,145.452 2,321,895.200   MT  0.99995453   -1 37 29.6
 RD3947;SPC OR N     -   784,597.94  7,617,766.40   iFT  0.99995453   -1 37 29.6
 RD3947;SPC WA S     -    54,011.972   321,886.729   MT  1.00000867   -1 39 51.6
 RD3947;SPC WA S     -   177,204.28  1,056,056.71   sFT  1.00000867   -1 39 51.6
 RD3947;UTM  10      - 5,071,402.256   516,225.471   MT  0.99960324   +0 08 58.8
 RD3947
 RD3947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3947!SPC OR N     -   1.00000306  x   0.99995453  =   0.99995759
 RD3947!SPC WA S     -   1.00000306  x   1.00000867  =   1.00001173
 RD3947!UTM  10      -   1.00000306  x   0.99960324  =   0.99960630
 RD3947
 RD3947:                Primary Azimuth Mark                     Grid Az
 RD3947:SPC OR N     -  HENRICI CROSSING LIGHT 1                 007 58 54.1
 RD3947:SPC WA S     -  HENRICI CROSSING LIGHT 1                 008 01 16.1
 RD3947:UTM  10      -  HENRICI CROSSING LIGHT 1                 006 12 25.7
 RD3947
 RD3947|---------------------------------------------------------------------|
 RD3947| PID    Reference Object                     Distance      Geod. Az  |
 RD3947|                                                           dddmmss.s |
 RD3947| RD3942 HENRICI CROSSING LIGHT 1            APPROX. 1.5 KM 0062124.5 |
 RD3947| RD4070 6 TREE                              APPROX. 1.9 KM 0145139.8 |
 RD3947| RD3921 DIKE 22.6 DOLPHIN WEST END          APPROX. 0.9 KM 0283250.8 |
 RD3947| RD3949 HENRICI CROSSING LIGHT 3            APPROX. 0.7 KM 0755727.4 |
 RD3947| RD4012 BACHELOR POINT LIGHT                APPROX. 1.2 KM 1134943.9 |
 RD3947| RD4005 DIKE 21.4 DOLPHIN WEST END          APPROX. 1.4 KM 1215008.8 |
 RD3947| RD4029 DIKE 21.2 DOLPHIN WEST END          APPROX. 1.7 KM 1264429.1 |
 RD3947| RD4028 BACHELOR DIKE LIGHT                 APPROX. 2.0 KM 1300111.6 |
 RD3947| RD3924 FALES LIGHT                         APPROX. 3.1 KM 1371525.6 |
 RD3947| CE2543 FISHTRAP RM 1                        17.214 METERS 23304     |
 RD3947| CE2544 FISHTRAP RM 2                        22.816 METERS 32727     |
 RD3947| RD3997 DOS                                 APPROX. 1.3 KM 3381404.5 |
 RD3947| RD4004 HENRICI LANDING FRONT RNG LT        APPROX. 1.4 KM 3420020.1 |
 RD3947| RD3982 HENRICI CROSSING LIGHT 2            APPROX. 0.8 KM 3421257.1 |
 RD3947| RD4017 OLD FRONT                           APPROX. 2.4 KM 3452238.7 |
 RD3947| RD3957 DIKE 22.5 DOLPHIN EAST END          235.299 METERS 34909     |
 RD3947| RD4039 DUCK CLUB LIGHT                     APPROX. 3.2 KM 3502629.4 |
 RD3947|---------------------------------------------------------------------|
 RD3947
 RD3947                          SUPERSEDED SURVEY CONTROL
 RD3947
 RD3947  NAD 83(1986)-  45 47 45.58629(N)    122 47 28.39761(W) AD(       ) 3
 RD3947  NAD 27      -  45 47 46.16300(N)    122 47 24.03000(W) AD(       ) 3
 RD3947
 RD3947.Superseded values are not recommended for survey control.
 RD3947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3947.See file dsdata.txt to determine how the superseded data were derived.
 RD3947
 RD3947_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1622571402(NAD 83)
 RD3947_MARKER: Z = SEE DESCRIPTION
 RD3947_SETTING: 0 = UNSPECIFIED SETTING
 RD3947
 RD3947  HISTORY     - Date     Condition        Report By
 RD3947  HISTORY     - 1937     MONUMENTED       CGS
 RD3947  HISTORY     - 1946     SEE DESCRIPTION  CGS
 RD3947
 RD3947                          STATION DESCRIPTION
 RD3947
 RD3947'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (RWK)
 RD3947'STATION IS ON FISHTRAP SHOAL, ABOUT 0.4 MILE SSE OF HENRICI CROSSING
 RD3947'2 LIGHT, ABOUT 4 METERS INSHORE OF THE RIVER BANK, IN A CLEARED
 RD3947'STRIP OF SHORE THAT WAS COVERED WITH WILLOWS.
 RD3947'
 RD3947'STATION IS MARKED BY A STANDARD DISK CEMENTED IN THE TOP OF A 5-FOOT
 RD3947'SECTION OF 4-INCH CAST-IRON SOIL PIPE, AND PROJECTING ABOUT 6
 RD3947'INCHES ABOVE SURFACE OF THE GROUND.
 RD3947'
 RD3947'THE REFERENCE MARKS ARE STANDARD DISKS CEMENTED IN THE TOP OF 2
 RD3947'1/2-FOOT SECTIONS OF SIMILAR PIPE.
 RD3947'
 RD3947'ALL MARKS WERE STAMPED FISHTRAP 1937.
 RD3947
 RD3947                          STATION RECOVERY (1946)
 RD3947
 RD3947'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAE)
 RD3947'A THOROUGH SEARCH WAS MADE FOR THIS STATION BUT IT COULD NOT BE
 RD3947'FOUND.  THERE IS EVIDENCE OF EROSION.  THE STATION MAY HAVE BEEN
 RD3947'WASHED OUT.
 RD3947'
 RD3947'IT IS RECOMMENDED THAT THE STATION BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0812 ***********************************************************************
 NY0812  DESIGNATION -  FITZWATER
 NY0812  PID         -  NY0812
 NY0812  STATE/COUNTY-  OR/LAKE
 NY0812  USGS QUAD   -  FITZWATER POINT (1980)
 NY0812
 NY0812                         *CURRENT SURVEY CONTROL
 NY0812  ___________________________________________________________________
 NY0812* NAD 83(1991)-  42 01 19.79586(N)    120 35 21.26741(W)     ADJUSTED  
 NY0812* NAVD 88     -      1952.7    (meters)    6406.     (feet)  VERTCON   
 NY0812  ___________________________________________________________________
 NY0812  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 NY0812  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 NY0812  HORZ ORDER  -  SECOND
 NY0812
 NY0812.The horizontal coordinates were established by classical geodetic methods
 NY0812.and adjusted by the National Geodetic Survey in October 1991.
 NY0812
 NY0812.The NAVD 88 height was computed by applying the VERTCON shift value to
 NY0812.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NY0812
 NY0812.The Laplace correction was computed from DEFLEC99 derived deflections.
 NY0812
 NY0812.The geoid height was determined by GEOID03.
 NY0812
 NY0812;                    North         East     Units Scale Factor Converg.
 NY0812;SPC OR S     -    39,495.623 1,492,608.201   MT  1.00009283   -0 03 39.8
 NY0812;SPC OR S     -   129,578.82  4,897,008.53   iFT  1.00009283   -0 03 39.8
 NY0812;SPC CA 1     -   799,526.237 2,116,849.667   MT  1.00010976   +0 55 20.9
 NY0812;SPC CA 1     - 2,623,112.33  6,945,030.95   sFT  1.00010976   +0 55 20.9
 NY0812;UTM  10      - 4,655,048.972   699,590.244   MT  1.00009020   +1 36 51.6
 NY0812
 NY0812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NY0812!SPC OR S     -   0.99969719  x   1.00009283  =   0.99979000
 NY0812!SPC CA 1     -   0.99969719  x   1.00010976  =   0.99980692
 NY0812!UTM  10      -   0.99969719  x   1.00009020  =   0.99978737
 NY0812
 NY0812|---------------------------------------------------------------------|
 NY0812| PID    Reference Object                     Distance      Geod. Az  |
 NY0812|                                                           dddmmss.s |
 NY0812| CD6539 FITZWATER RM 1                        7.261 METERS 00019     |
 NY0812| CD6538 FITZWATER AZ MK                                    0834646.4 |
 NY0812| CD6540 FITZWATER RM 2                        5.208 METERS 14243     |
 NY0812|---------------------------------------------------------------------|
 NY0812
 NY0812                          SUPERSEDED SURVEY CONTROL
 NY0812
 NY0812  NAD 83(1986)-  42 01 19.79808(N)    120 35 21.26684(W) AD(       ) 2
 NY0812  NAD 27      -  42 01 20.21400(N)    120 35 17.40800(W) AD(       ) 2
 NY0812  NGVD 29 (07/19/86) 1951.5    (m)         6403.     (f) VERT ANG    3  
 NY0812
 NY0812.Superseded values are not recommended for survey control.
 NY0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0812.See file dsdata.txt to determine how the superseded data were derived.
 NY0812
 NY0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM9959055049(NAD 83)
 NY0812_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NY0812_SETTING: 66 = SET IN ROCK OUTCROP
 NY0812
 NY0812  HISTORY     - Date     Condition        Report By
 NY0812  HISTORY     - 1948     MONUMENTED       CGS
 NY0812
 NY0812                          STATION DESCRIPTION
 NY0812
 NY0812'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (GLS)
 NY0812'THE STATION IS ABOUT 17 MILES SOUTHWEST OF LAKEVIEW, 14 MILES WEST
 NY0812'OF NEW PINE CREEK, AND 2 MILES NORTH OF THE CALIFORNIA - OREGON
 NY0812'STATE LINE.  IT IS ON THE SUMMIT OF FITZWATER POINT, A PROMINENT
 NY0812'PEAK ON THE RIM THAT LIES ON THE WEST SIDE OF GOOSE LAKE.  THE
 NY0812'SUMMIT IS ALSO THE SITE OF THE ABANDONED HANSON LOOKOUT.
 NY0812'
 NY0812'THE STATION MARK, STAMPED FITZWATER 1948, IS A STANDARD DISK
 NY0812'SET FLUSH WITH THE SURFACE IN AN OUTCROP PROJECTING 2 FEET ABOVE
 NY0812'THE GROUND.  IT IS THE HIGHEST POINT ON THE SUMMIT.
 NY0812'
 NY0812'REFERENCE MARK NO. 1, STAMPED FITZWATER NO 1 1948, IS A STANDARD
 NY0812'DISK SET IN AN OUTCROP, 6 FEET BY 4 FEET, PROTRUDING 1 FOOT ABOVE
 NY0812'THE GROUND.  IT IS ON THE CREST OF THE NORTHERN PORTION OF THE
 NY0812'SUMMIT AND 1 FOOT LOWER THAN THE STATION MARK.
 NY0812'
 NY0812'REFERENCE MARK NO. 2, STAMPED FITZWATER NO 2 1948, IS A STANDARD
 NY0812'DISK SET IN AN OUTCROP, 3 FEET BY 4 FEET, PROTRUDING 10 INCHES
 NY0812'ABOVE THE GROUND.  IT IS ON THE SOUTHEAST EDGE OF THE SUMMIT.
 NY0812'
 NY0812'THE AZIMUTH MARK, STAMPED FITZWATER 1948, IS A STANDARD DISK SET
 NY0812'IN A BOULDER, 1-1/2 FEET BY 2-1/2 FEET, PROTRUDING 6 INCHES ABOVE
 NY0812'THE GROUND.  IT IS ON THE RIGHT SIDE OF THE ROAD ENROUTE TO THE
 NY0812'STATION, 0.15 MILE NORTH OF THE FORK AND SIGN TO HANSON LOOKOUT.
 NY0812'IT IS 26 METERS NORTH NORTHEAST OF THE FIRST LARGE JUNIPER TREE ON
 NY0812'THE NORTHEAST EDGE OF THE ROAD, 45 METERS SOUTH SOUTHWEST OF THE
 NY0812'LARGEST JUNIPER TREE APPARENT, AND 1-1/2 METERS NORTH
 NY0812'NORTHWEST OF A WHITE WITNESS POST IN A 2 FOOT CAIRN.
 NY0812'
 NY0812'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 395 AND
 NY0812'STATE HIGHWAY 66 IN LAKEVIEW GO WEST ON HIGHWAY 66, TOWARDS
 NY0812'KLAMATH FALLS, FOR 7.3 MILES TO THE ROAD ON LEFT LEADING TO WEST
 NY0812'SIDE.  TURN LEFT AND CONTINUE SOUTH ON THE GRAVELED ROAD FOR 5.6
 NY0812'MILES TO AN INTERSECTION, 1 MILE SOUTH OF WEST SIDE.  TURN RIGHT,
 NY0812'WEST, AND CONTINUE 1.5 MILES TO AN INTERSECTION.  TURN LEFT,
 NY0812'SOUTH, AND CONTINUE 3.6 MILES TO A ROAD ON RIGHT, JUST NORTH OF
 NY0812'SCHOOL DISTRICT NO. 4 1916.  TURN RIGHT, WEST, AND GO 0.5
 NY0812'MILE.  TURN LEFT, SOUTH, AND GO 1.0 MILE.  TURN RIGHT, WEST,
 NY0812'AND GO 0.5 MILE.  TURN LEFT, SOUTH, AND GO 0.6 MILE TO A
 NY0812'FORK.  TAKE THE RIGHT FORK AND CONTINUE 0.8 MILE TO A FORK AND
 NY0812'SIGN TO HANSON LOOKOUT.  TURN RIGHT, NORTH, AS PER
 NY0812'SIGN TO HANSON LOOKOUT AND CONTINUE 0.15 MILE TO THE AZIMUTH
 NY0812'MARK ON RIGHT.  CONTINUE NORTHWESTERLY UP GRADE FOR 3.2
 NY0812'MILES TO A WIRE GATE.  PASS THROUGH THE GATE AND CONTINUE
 NY0812'SOUTHERLY TOWARDS PEAK FOR 0.1 MILE TO THE END OF TRUCK TRAVEL.
 NY0812'FROM THE END OF TRUCK TRAVEL PACK SOUTHERLY, FOLLOWING ROAD AND
 NY0812'TRAIL, FOR ABOUT 0.1 MILE TO THE SUMMIT AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1477 ***********************************************************************
 OA1477  DESIGNATION -  FIVE
 OA1477  PID         -  OA1477
 OA1477  STATE/COUNTY-  OR/COOS
 OA1477  USGS QUAD   -  BULLARDS (1970)
 OA1477
 OA1477                         *CURRENT SURVEY CONTROL
 OA1477  ___________________________________________________________________
 OA1477* NAD 83(1991)-  43 13 10.65034(N)    124 23 46.48233(W)     ADJUSTED  
 OA1477* NAVD 88     -        31.     (meters)     102.     (feet)  SCALED    
 OA1477  ___________________________________________________________________
 OA1477  LAPLACE CORR-          14.17  (seconds)                    DEFLEC99
 OA1477  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 OA1477  HORZ ORDER  -  THIRD
 OA1477
 OA1477.The horizontal coordinates were established by classical geodetic methods
 OA1477.and adjusted by the National Geodetic Survey in October 1991.
 OA1477
 OA1477.The orthometric height was scaled from a topographic map.
 OA1477
 OA1477.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1477
 OA1477.The geoid height was determined by GEOID03.
 OA1477
 OA1477;                    North         East     Units Scale Factor Converg.
 OA1477;SPC OR S     -   179,868.198 1,183,577.716   MT  0.99989500   -2 39 56.2
 OA1477;SPC OR S     -   590,118.76  3,883,128.99   iFT  0.99989500   -2 39 56.2
 OA1477;UTM  10      - 4,786,150.559   386,599.824   MT  0.99975819   -0 57 22.5
 OA1477
 OA1477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1477!SPC OR S     -   0.99999931  x   0.99989500  =   0.99989431
 OA1477!UTM  10      -   0.99999931  x   0.99975819  =   0.99975750
 OA1477
 OA1477|---------------------------------------------------------------------|
 OA1477| PID    Reference Object                     Distance      Geod. Az  |
 OA1477|                                                           dddmmss.s |
 OA1477| CE1491 FIVE RM 2                             8.125 METERS 06058     |
 OA1477| OA1480 FLAT ROCK OFF FIVE MILE POINT       351.236 METERS 25315     |
 OA1477| OA1479 SHARP ROCK OFF FIVE MILE POINT      491.348 METERS 2803221.4 |
 OA1477| CE1490 FIVE RM 1                             8.671 METERS 35623     |
 OA1477|---------------------------------------------------------------------|
 OA1477
 OA1477                          SUPERSEDED SURVEY CONTROL
 OA1477
 OA1477  NAD 83(1986)-  43 13 10.64079(N)    124 23 46.53097(W) AD(       ) 3
 OA1477  NAD 27      -  43 13 11.25600(N)    124 23 42.13600(W) AD(       ) 3
 OA1477
 OA1477.Superseded values are not recommended for survey control.
 OA1477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1477.See file dsdata.txt to determine how the superseded data were derived.
 OA1477
 OA1477_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN8660086151(NAD 83)
 OA1477_MARKER: Z = SEE DESCRIPTION
 OA1477_SETTING: 0 = UNSPECIFIED SETTING
 OA1477
 OA1477  HISTORY     - Date     Condition        Report By
 OA1477  HISTORY     - 1922     MONUMENTED       CGS
 OA1477  HISTORY     - 1936     SEE DESCRIPTION  CGS
 OA1477  HISTORY     - 1967     SEE DESCRIPTION  CGS
 OA1477
 OA1477                          STATION DESCRIPTION
 OA1477
 OA1477'DESCRIBED BY COAST AND GEODETIC SURVEY 1922 (RFL)
 OA1477'THIS STATION IS ON THE HIGHEST GROUND SIXTY METERS INLAND FROM
 OA1477'THE TOP OF A BLUFF OVERLOOKING FIVEMILE POINT, ON THE EDGE OF
 OA1477'THE WOODS WHICH EXTEND INLAND.  APPROACHING THE STATION FROM THE
 OA1477'BEACH THERE IS A SHARP RISE TO A FLAT AREA, THEN A GENTLER RISE
 OA1477'TO A LESS FLAT AREA ON THE HIGHEST PART OF WHICH THE STATION IS
 OA1477'LOCATED.
 OA1477'
 OA1477'SURFACE MARK IS A STANDARD BRONZE DISK SET IN CONCRETE AT THE
 OA1477'CENTER OF THE TOP OF A TILE.
 OA1477'
 OA1477'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE, AS
 OA1477'DESCRIBED IN NOTE 11A.
 OA1477'
 OA1477'IT IS UNCERTAIN WHETHER THE DISTANCES GIVEN ARE IN METERS OR
 OA1477'IN FEET.
 OA1477
 OA1477                          STATION RECOVERY (1936)
 OA1477
 OA1477'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (LAM)
 OA1477'THIS STATION AT FIVEMILE POINT IS A WELL KNOWN LOCALITY ABOUT 7
 OA1477'MILES (AIRLINE) N OF BANDON.  IT IS ON THE HIGHEST GROUND ABOUT
 OA1477'200 FEET INLAND FROM THE TOP OF A BLUFF OVERLOOKING THE POINT, AND
 OA1477'ON THE EDGE OF THE TIMBER WHICH EXTENDS INLAND.
 OA1477'
 OA1477'MARKS FOUND IN GOOD CONDITION.
 OA1477
 OA1477                          STATION RECOVERY (1967)
 OA1477
 OA1477'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 OA1477'SURVEYING METHODS WERE USED TO DETERMINE THAT THE STATION MARK
 OA1477'AND BOTH REFERENCE MARKS HAVE BEEN DESTROYED.  AS MUCH AS 20 FEET
 OA1477'OF EARTH HAS ERODED OFF FROM THE TOP OF THE BLUFF.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1098 ***********************************************************************
 OA1098  DESIGNATION -  FIVE MILE
 OA1098  PID         -  OA1098
 OA1098  STATE/COUNTY-  OR/DOUGLAS
 OA1098  USGS QUAD   -  TAHKENITCH CREEK (1984)
 OA1098
 OA1098                         *CURRENT SURVEY CONTROL
 OA1098  ___________________________________________________________________
 OA1098* NAD 83(1991)-  43 48 11.28628(N)    124 10 04.81393(W)     ADJUSTED  
 OA1098* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 OA1098  ___________________________________________________________________
 OA1098  LAPLACE CORR-          14.60  (seconds)                    DEFLEC99
 OA1098  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 OA1098  HORZ ORDER  -  THIRD
 OA1098
 OA1098.The horizontal coordinates were established by classical geodetic methods
 OA1098.and adjusted by the National Geodetic Survey in October 1991.
 OA1098
 OA1098.The orthometric height was scaled from a topographic map.
 OA1098
 OA1098.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1098
 OA1098.The geoid height was determined by GEOID03.
 OA1098
 OA1098;                    North         East     Units Scale Factor Converg.
 OA1098;SPC OR S     -   243,793.059 1,204,939.721   MT  0.99995593   -2 30 34.0
 OA1098;SPC OR S     -   799,845.99  3,953,214.31   iFT  0.99995593   -2 30 34.0
 OA1098;UTM  10      - 4,850,670.775   406,046.968   MT  0.99970857   -0 48 30.7
 OA1098
 OA1098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1098!SPC OR S     -   1.00000348  x   0.99995593  =   0.99995941
 OA1098!UTM  10      -   1.00000348  x   0.99970857  =   0.99971205
 OA1098
 OA1098:                Primary Azimuth Mark                     Grid Az
 OA1098:SPC OR S     -  APPLE                                    007 44 47.0
 OA1098:UTM  10      -  APPLE                                    006 02 43.7
 OA1098
 OA1098|---------------------------------------------------------------------|
 OA1098| PID    Reference Object                     Distance      Geod. Az  |
 OA1098|                                                           dddmmss.s |
 OA1098| OA1095 APPLE                               APPROX. 1.7 KM 0051413.0 |
 OA1098| CE1492 FIVE MILE RM 1                       70.680 METERS 02951     |
 OA1098| CE1493 FIVE MILE RM 2                       25.830 METERS 13457     |
 OA1098|---------------------------------------------------------------------|
 OA1098
 OA1098                          SUPERSEDED SURVEY CONTROL
 OA1098
 OA1098  NAD 83(1986)-  43 48 11.29037(N)    124 10 04.86361(W) AD(       ) 3
 OA1098  NAD 27      -  43 48 11.86400(N)    124 10 00.43200(W) AD(       ) 3
 OA1098
 OA1098.Superseded values are not recommended for survey control.
 OA1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1098.See file dsdata.txt to determine how the superseded data were derived.
 OA1098
 OA1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP0604750671(NAD 83)
 OA1098_MARKER: Z = SEE DESCRIPTION
 OA1098_SETTING: 0 = UNSPECIFIED SETTING
 OA1098
 OA1098  HISTORY     - Date     Condition        Report By
 OA1098  HISTORY     - 1928     MONUMENTED       CGS
 OA1098
 OA1098                          STATION DESCRIPTION
 OA1098
 OA1098'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (GLB)
 OA1098'THE STATION IS ON TOP OF A SMALL GRASS-COVERED SAND DUNE, BEING
 OA1098'THE FIRST TO N OF THE MOUTH OF FIVE MILE CREEK.  THE STATION IS
 OA1098'ABOUT 1/4 MILE N OF THE MOUTH OF THE CREEK AND 150 METERS IN FROM
 OA1098'THE ORDINARY HIGH-WATER LINE.
 OA1098'
 OA1098'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 OA1098'CONCRETE AT THE CENTER OF THE TOP OF TILES.
 OA1098'
 OA1098'UNDERGROUND MARK IS A STANDARD BRONZE DISK SET IN CONCRETE, AS
 OA1098'DESCRIBED IN NOTE 7A.
 OA1098'
 OA1098'REFERENCE MARK NO.1 IS ON TOP OF A SMALL GRASSY SAND DUNE NNE
 OA1098'OF THE STATION, AND REFERENCE MARK NO.2 IS ON TOP OF A SMALL
 OA1098'GRASSY SAND DUNE SSE OF THE STATION.
 OA1098'
 OA1098'WITNESS STAKES WERE SET AS FOLLOWS, DISTANCES AND DIRECTIONS
 OA1098'BEING ESTIMATED--1-1/2 METERS SW OF THE STATION MARK, 1 METER NNW
 OA1098'OF REFERENCE MARK NO.1 AND 1-1/2 METERS S OF REFERENCE MARK
 OA1098'NO.2.  THE STAKES PROJECT ABOUT FIVE FEET ABOVE THE GROUND AND
 OA1098'ARE EASILY SEEN FROM THE BEACH.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2232 ***********************************************************************
 RC2232  DESIGNATION -  FIVE MILE BUTTE
 RC2232  PID         -  RC2232
 RC2232  STATE/COUNTY-  OR/WASCO
 RC2232  USGS QUAD   -  FIVEMILE BUTTE (1996)
 RC2232
 RC2232                         *CURRENT SURVEY CONTROL
 RC2232  ___________________________________________________________________
 RC2232* NAD 83(1991)-  45 24 37.01650(N)    121 28 06.90733(W)     ADJUSTED  
 RC2232* NAVD 88     -      1411.5    (meters)    4631.     (feet)  VERTCON   
 RC2232  ___________________________________________________________________
 RC2232  LAPLACE CORR-          -6.18  (seconds)                    DEFLEC99
 RC2232  GEOID HEIGHT-         -20.72  (meters)                     GEOID03
 RC2232  HORZ ORDER  -  SECOND
 RC2232
 RC2232.The horizontal coordinates were established by classical geodetic methods
 RC2232.and adjusted by the National Geodetic Survey in October 1991.
 RC2232
 RC2232.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC2232.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC2232
 RC2232.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2232
 RC2232.The geoid height was determined by GEOID03.
 RC2232
 RC2232;                    North         East     Units Scale Factor Converg.
 RC2232;SPC OR N     -   194,208.437 2,424,186.244   MT  0.99990345   -0 41 12.9
 RC2232;SPC OR N     -   637,166.79  7,953,366.94   iFT  0.99990345   -0 41 12.9
 RC2232;UTM  10      - 5,029,669.846   619,834.212   MT  0.99977656   +1 05 26.6
 RC2232
 RC2232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2232!SPC OR N     -   0.99978200  x   0.99990345  =   0.99968547
 RC2232!UTM  10      -   0.99978200  x   0.99977656  =   0.99955861
 RC2232
 RC2232:                Primary Azimuth Mark                     Grid Az
 RC2232:SPC OR N     -  JEWELL                                   062 52 25.8
 RC2232:UTM  10      -  JEWELL                                   061 05 46.3
 RC2232
 RC2232|---------------------------------------------------------------------|
 RC2232| PID    Reference Object                     Distance      Geod. Az  |
 RC2232|                                                           dddmmss.s |
 RC2232| RC2228 JEWELL                              APPROX.11.6 KM 0621112.9 |
 RC2232| RC2233 JOES POINT LOOKOUT HOUSE            APPROX. 4.7 KM 0643557.7 |
 RC2232| CF4346 FIVE MILE BUTTE RM 1                  7.649 METERS 09522     |
 RC2232| RC2230 FLAG POINT LOOKOUT TOWER            APPROX.10.3 KM 1790708.0 |
 RC2232| CF4347 FIVE MILE BUTTE RM 2                  9.684 METERS 18906     |
 RC2232| RC2231 FIVE MILE BUTTE LOOKOUT HOUSE        26.847 METERS 19840     |
 RC2232|---------------------------------------------------------------------|
 RC2232
 RC2232                          SUPERSEDED SURVEY CONTROL
 RC2232
 RC2232  NAD 83(1986)-  45 24 37.03490(N)    121 28 06.90514(W) AD(       ) 2
 RC2232  NAD 27      -  45 24 37.62200(N)    121 28 02.63500(W) AD(       ) 2
 RC2232  NGVD 29 (07/19/86) 1410.4    (m)         4627.     (f) VERT ANG    3  
 RC2232
 RC2232.Superseded values are not recommended for survey control.
 RC2232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2232.See file dsdata.txt to determine how the superseded data were derived.
 RC2232
 RC2232_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR1983429670(NAD 83)
 RC2232_MARKER: Z = SEE DESCRIPTION
 RC2232_SETTING: 0 = UNSPECIFIED SETTING
 RC2232
 RC2232  HISTORY     - Date     Condition        Report By
 RC2232  HISTORY     - 1947     MONUMENTED       CGS
 RC2232  HISTORY     - 1987     GOOD             USPSQD
 RC2232
 RC2232                          STATION DESCRIPTION
 RC2232
 RC2232'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (WRH)
 RC2232'THE STATION IS LOCATED ABOUT 17 MILES AIRLINE ALMOST DUE WEST OF
 RC2232'DUFUR, ABOUT 3-1/4 MILES AIRLINE SOUTHWEST OF JOES POINT LOOKOUT,
 RC2232'ABOUT 12 MILES AIRLINE EAST NORTHEAST OF MOUNT HOOD, 88 FEET
 RC2232'NORTH OF THE FIVE MILE BUTTE LOOKOUT TOWER.
 RC2232'
 RC2232'THE STATION IS A STANDARD DISK WELDED TO THE TOP OF A 3 INCH
 RC2232'PIPE, STAMPED FIVE MILE BUTTE 1947, PROJECTS 6 INCHES ABOVE THE
 RC2232'GROUND.
 RC2232'
 RC2232'REFERENCE MARK NUMBER ONE IS A STANDARD DISK WELDED TO THE TOP
 RC2232'OF A 1 INCH WATER PIPE, STAMPED FIVE MILE BUTTE NO 1 1947,
 RC2232'14 FEET NORTH OF A LONE, TRIMMED, FIR TREE, PROJECTS 8 INCHES
 RC2232'ABOVE THE GROUND.
 RC2232'
 RC2232'REFERENCE MARK NUMBER TWO IS A STANDARD DISK WELDED TO THE TOP
 RC2232'OF A 1-1/2 INCH WATER PIPE, STAMPED FIVE MILE BUTTE NO 2 1947,
 RC2232'PROJECTS 5 INCHES ABOVE THE GROUND.
 RC2232'
 RC2232'THE FIVE MILE BUTTE LOOKOUT IS A SMALL HOUSE ABOUT 12 FEET
 RC2232'SQUARE SETTING ON A WOODEN TOWER ABOUT 30 FEET HIGH, THE TOP
 RC2232'OF THE ROOF IS ABOUT 45 FEET OFF THE GROUND.
 RC2232'
 RC2232'TO REACH THE STATION FROM THE POST OFFICE IN DUFUR GO NORTH
 RC2232'ON STATE HIGHWAY 23 FOR 2.5 MILES TO A SIGN ENDERSBY AND A ROAD
 RC2232'LEFT.  TURN LEFT AS PER SIGN AND GO 0.4 MILE TO A T ROAD ON
 RC2232'THE RIGHT.  TURN RIGHT, NORTH, AND GO 1.7 MILES TO A CROSS
 RC2232'ROAD AND A SIGN EIGHT MILE ROAD.  TURN LEFT ONTO EIGHT MILE ROAD
 RC2232'AND GO 6.2 MILES TO A ROAD LEFT AND SIGNS EIGHT MILE ROAD,
 RC2232'PLEASENT RIDGE 4, KEEP THE ROAD STRAIGHT AHEAD, EIGHT
 RC2232'MILE ROAD, FOR 1.6 MILES TO A FORKS.  KEEP THE LEFT FORK
 RC2232'STRAIGHT AHEAD FOR 1.9 MILES TO A T ROAD.  KEEP TO THE LEFT AND
 RC2232'STRAIGHT AHEAD ON THE MAIN TRAVELED ROAD FOR 2.1 MILES TO A
 RC2232'SIGN FIVE MILE LOOKOUT 8.  FOLLOW THE SIGNS LEADING TO FIVE
 RC2232'MILE LOOKOUT ON THE MAIN TRAVELED ROAD FOR 4.6 MILES
 RC2232'TO A ROAD LEFT AND SIGN JOES POINT L.O., KEEP STRAIGHT AHEAD
 RC2232'AND FOLLOW THE MAIN TRAVELED ROAD FOR 0.4 MILE TO A FORK.
 RC2232'TAKE THE RIGHT FORK FOR 1.2 MILES TO A FORK.  TAKE THE RIGHT
 RC2232'FORK FOR 1.5 MILES TO A ROAD ON THE LEFT.  TURN SHARP LEFT AND
 RC2232'GO 0.5 MILE TO THE FIVE MILE BUTTE LOOKOUT AND THE STATION AS
 RC2232'DESCRIBED.
 RC2232
 RC2232                          STATION RECOVERY (1987)
 RC2232
 RC2232'RECOVERY NOTE BY US POWER SQUADRON 1987 (WC)
 RC2232'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2231 ***********************************************************************
 RC2231  DESIGNATION -  FIVE MILE BUTTE LOOKOUT HOUSE
 RC2231  PID         -  RC2231
 RC2231  STATE/COUNTY-  OR/WASCO
 RC2231  USGS QUAD   -  FIVEMILE BUTTE (1996)
 RC2231
 RC2231                         *CURRENT SURVEY CONTROL
 RC2231  ___________________________________________________________________
 RC2231* NAD 83(1991)-  45 24 36.19261(N)    121 28 07.30240(W)     ADJUSTED  
 RC2231* NAVD 88     -              **(meters)            **(feet)            
 RC2231  ___________________________________________________________________
 RC2231  LAPLACE CORR-          -6.19  (seconds)                    DEFLEC99
 RC2231  GEOID HEIGHT-         -20.72  (meters)                     GEOID03
 RC2231  HORZ ORDER  -  THIRD
 RC2231
 RC2231.The horizontal coordinates were established by classical geodetic methods
 RC2231.and adjusted by the National Geodetic Survey in October 1991.
 RC2231
 RC2231
 RC2231.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2231
 RC2231.The geoid height was determined by GEOID03.
 RC2231
 RC2231;                    North         East     Units Scale Factor Converg.
 RC2231;SPC OR N     -   194,183.109 2,424,177.349   MT  0.99990344   -0 41 13.1
 RC2231;SPC OR N     -   637,083.69  7,953,337.76   iFT  0.99990344   -0 41 13.1
 RC2231;UTM  10      - 5,029,644.257   619,826.109   MT  0.99977654   +1 05 26.3
 RC2231
 RC2231                          SUPERSEDED SURVEY CONTROL
 RC2231
 RC2231  NAD 83(1986)-  45 24 36.21092(N)    121 28 07.30012(W) AD(       ) 4
 RC2231  NAD 27      -  45 24 36.79800(N)    121 28 03.03000(W) AD(       ) 3
 RC2231
 RC2231.Superseded values are not recommended for survey control.
 RC2231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2231.See file dsdata.txt to determine how the superseded data were derived.
 RC2231
 RC2231_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR1982629644(NAD 83)
 RC2231
 RC2231  HISTORY     - Date     Condition        Report By
 RC2231  HISTORY     - 1947     MONUMENTED       CGS
 RC2231
 RC2231                          STATION DESCRIPTION
 RC2231
 RC2231'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 RC2231'SEE STATION FIVE MILE BUTTE
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2041 ***********************************************************************
 RC2041  DESIGNATION -  FIVEMILE LOCK LIGHT
 RC2041  PID         -  RC2041
 RC2041  STATE/COUNTY-  OR/WASCO
 RC2041  USGS QUAD   -  STACKER BUTTE (1994)
 RC2041
 RC2041                         *CURRENT SURVEY CONTROL
 RC2041  ___________________________________________________________________
 RC2041* NAD 83(1991)-  45 38 16.22231(N)    121 05 41.36594(W)     ADJUSTED  
 RC2041* NAVD 88     -        51.     (meters)     167.     (feet)  SCALED    
 RC2041  ___________________________________________________________________
 RC2041  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 RC2041  GEOID HEIGHT-         -21.44  (meters)                     GEOID03
 RC2041  HORZ ORDER  -  THIRD
 RC2041
 RC2041.The horizontal coordinates were established by classical geodetic methods
 RC2041.and adjusted by the National Geodetic Survey in October 1991.
 RC2041
 RC2041.The orthometric height was scaled from a topographic map.
 RC2041
 RC2041.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2041
 RC2041.The geoid height was determined by GEOID03.
 RC2041
 RC2041;                    North         East     Units Scale Factor Converg.
 RC2041;SPC OR N     -   219,213.685 2,453,627.046   MT  0.99992808   -0 25 18.6
 RC2041;SPC OR N     -   719,205.00  8,049,957.50   iFT  0.99992808   -0 25 18.6
 RC2041;SPC WA S     -    34,021.399   453,621.410   MT  1.00005004   -0 25 55.5
 RC2041;SPC WA S     -   111,618.54  1,488,256.24   sFT  1.00005004   -0 25 55.5
 RC2041;UTM  10      - 5,055,575.484   648,481.124   MT  0.99987105   +1 21 44.4
 RC2041
 RC2041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2041!SPC OR N     -   0.99999537  x   0.99992808  =   0.99992345
 RC2041!SPC WA S     -   0.99999537  x   1.00005004  =   1.00004541
 RC2041!UTM  10      -   0.99999537  x   0.99987105  =   0.99986642
 RC2041
 RC2041:                Primary Azimuth Mark                     Grid Az
 RC2041:SPC OR N     -  BO                                       329 45 36.6
 RC2041:SPC WA S     -  BO                                       329 46 13.5
 RC2041:UTM  10      -  BO                                       327 58 33.6
 RC2041
 RC2041|---------------------------------------------------------------------|
 RC2041| PID    Reference Object                     Distance      Geod. Az  |
 RC2041|                                                           dddmmss.s |
 RC2041| RC2044 BO                                  APPROX. 3.0 KM 3292018.0 |
 RC2041|---------------------------------------------------------------------|
 RC2041
 RC2041                          SUPERSEDED SURVEY CONTROL
 RC2041
 RC2041  NAD 83(1986)-  45 38 16.23496(N)    121 05 41.35782(W) AD(       ) 3
 RC2041  NAD 27      -  45 38 16.78900(N)    121 05 37.10600(W) AD(       ) 3
 RC2041
 RC2041.Superseded values are not recommended for survey control.
 RC2041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2041.See file dsdata.txt to determine how the superseded data were derived.
 RC2041
 RC2041_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR4848155575(NAD 83)
 RC2041
 RC2041  HISTORY     - Date     Condition        Report By
 RC2041  HISTORY     - 1959     MONUMENTED       CGS
 RC2041  HISTORY     - 20020410 GOOD             USE
 RC2041
 RC2041                          STATION DESCRIPTION
 RC2041
 RC2041'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (LGT)
 RC2041'STATION IS LOCATED IN THE COLUMBIA RIVER ABOUT 1-1/4 MILES
 RC2041'NORTHEAST OF THE OREGON END OF THE DALLES DAM AND ABOUT 325 FEET
 RC2041'NORTHWEST OF A SMALL ISLAND LYING ABOUT 60 FEET OFF THE OREGON
 RC2041'SHORE.  THERE ARE TWO ISLETS ABOUT 325 FEET NORTHEAST OF THE
 RC2041'STATION.
 RC2041'
 RC2041'STATION CAN BE REACHED BY SMALL BOAT.  THERE ARE TWO SMALL BOAT
 RC2041'LAUNCHING SITES IN THE AREA--ONE AT THE WASHINGTON SIDE OF THE
 RC2041'DALLES DAM, AND ONE AT THE SOUTH END OF HORSETHIEF LAKE ON THE
 RC2041'WASHINGTON SIDE.
 RC2041'
 RC2041'STATION IS THE CENTER OF THE FINIAL ON THE LIGHT.  THE LIGHT IS
 RC2041'ABOUT 8 INCHES IN DIAMETER, AND IS PAINTED RED.  THE LIGHT IS
 RC2041'MOUNTED ON TOP OF A BATTERY BOX BY A SHORT LENGTH OF PIPE.  THE
 RC2041'BATTERY BOX RESTS ON A 4-FEET WIDE BY 6-FEET LONG CONCRETE PILLAR
 RC2041'THAT EXTENDS ABOUT 1.2 METERS ABOVE NORMAL POOL LEVEL.  THE LIGHT
 RC2041'IS ABOUT 2.6 METERS ABOVE NORMAL POOL LEVEL.
 RC2041'
 RC2041'A PHOTOELECTRIC CELL 3 INCHES IN DIAMETER IS ATTACHED TO THE
 RC2041'SOUTHEAST SIDE OF THE BASE OF THE LIGHT BY AN ELBOW PIPE, AND IS
 RC2041'ABOUT THE SAME ELEVATION AS THE TOP OF THE LIGHT.
 RC2041'
 RC2041'STATION WAS OCCUPIED.  NO REFERENCE MARKS WERE ESTABLISHED.
 RC2041
 RC2041                          STATION RECOVERY (2002)
 RC2041
 RC2041'RECOVERY NOTE BY US ENGINEERS 2002 (CLB)
 RC2041'MARK IS AN EXCELLENT NATURAL BACKSIGHT
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1132 ***********************************************************************
 NZ1132  DESIGNATION -  FJARLI
 NZ1132  PID         -  NZ1132
 NZ1132  STATE/COUNTY-  OR/JACKSON
 NZ1132  USGS QUAD   -  MEDFORD WEST (1983)
 NZ1132
 NZ1132                         *CURRENT SURVEY CONTROL
 NZ1132  ___________________________________________________________________
 NZ1132* NAD 83(1991)-  42 17 22.62456(N)    122 52 45.14343(W)     ADJUSTED  
 NZ1132* NAVD 88     -       546.8    (meters)    1794.     (feet)  VERTCON   
 NZ1132  ___________________________________________________________________
 NZ1132  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 NZ1132  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 NZ1132  HORZ ORDER  -  SECOND
 NZ1132
 NZ1132.The horizontal coordinates were established by classical geodetic methods
 NZ1132.and adjusted by the National Geodetic Survey in October 1991.
 NZ1132
 NZ1132.The NAVD 88 height was computed by applying the VERTCON shift value to
 NZ1132.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NZ1132
 NZ1132.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ1132
 NZ1132.The geoid height was determined by GEOID03.
 NZ1132
 NZ1132;                    North         East     Units Scale Factor Converg.
 NZ1132;SPC OR S     -    71,987.916 1,303,801.466   MT  1.00001129   -1 37 39.8
 NZ1132;SPC OR S     -   236,180.83  4,277,563.86   iFT  1.00001129   -1 37 39.8
 NZ1132;UTM  10      - 4,681,940.050   509,958.340   MT  0.99960122   +0 04 52.6
 NZ1132
 NZ1132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NZ1132!SPC OR S     -   0.99991803  x   1.00001129  =   0.99992931
 NZ1132!UTM  10      -   0.99991803  x   0.99960122  =   0.99951928
 NZ1132
 NZ1132|---------------------------------------------------------------------|
 NZ1132| PID    Reference Object                     Distance      Geod. Az  |
 NZ1132|                                                           dddmmss.s |
 NZ1132| CD8535 FJARLI RM 2                          18.672 METERS 21538     |
 NZ1132| NZ1134 RICKS                               APPROX. 3.4 KM 2814828.1 |
 NZ1132| CD8534 FJARLI RM 1                           9.982 METERS 30133     |
 NZ1132|---------------------------------------------------------------------|
 NZ1132
 NZ1132                          SUPERSEDED SURVEY CONTROL
 NZ1132
 NZ1132  NAD 83(1986)-  42 17 22.61343(N)    122 52 45.15550(W) AD(       ) 2
 NZ1132  NAD 27      -  42 17 23.15531(N)    122 52 41.02341(W) AD(       ) 2
 NZ1132  NGVD 29 (07/19/86)  545.8    (m)         1791.     (f) VERT ANG    3  
 NZ1132
 NZ1132.Superseded values are not recommended for survey control.
 NZ1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1132.See file dsdata.txt to determine how the superseded data were derived.
 NZ1132
 NZ1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM0995881940(NAD 83)
 NZ1132_MARKER: DD = SURVEY DISK
 NZ1132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ1132_STAMPING: FJARLI 1968 JACKSON CO S
 NZ1132_MARK LOGO: CGS   
 NZ1132_MAGNETIC: N = NO MAGNETIC MATERIAL
 NZ1132_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ1132
 NZ1132  HISTORY     - Date     Condition        Report By
 NZ1132  HISTORY     - 1968     MONUMENTED       OR-029
 NZ1132  HISTORY     - 1971     GOOD             OR1310
 NZ1132  HISTORY     - 19910201 GOOD             NGS
 NZ1132
 NZ1132                          STATION DESCRIPTION
 NZ1132
 NZ1132'DESCRIBED BY JACKSON COUNTY OREGON 1968
 NZ1132'THE STATION IS 2.0 MILES SOUTH OF MEDFORD AND 2.0 MILES WEST OF
 NZ1132'HIGHWAY 99 ON THE SUMMIT OF THE BUTTE, WHICH IS OWNED BY ELMER
 NZ1132'J. FJARLI.
 NZ1132'
 NZ1132'TO REACH THIS STATION FROM THE MEDFORD CITY HALL, GO SOUTH ON
 NZ1132'OAKDALE AVENUE 0.7 MILE TO STEWART AVENUE, THEN GO WEST ON
 NZ1132'STEWART AVENUE 0.1 MILE TO KINGS HIGHWAY, THEN SOUTH ON KINGS
 NZ1132'HIGHWAY 1.4 MILES TO STAGE ROAD, THEN TURN LEFT ON STAGE ROAD AND
 NZ1132'GO 0.1 MILE TO A SURFACED LANE SOUTHERLY, PROCEED ON THIS LANE
 NZ1132'FOR 0.2 MILE TO WHERE A DIRT ROADWAY TURNS RIGHT THROUGH A WIRE
 NZ1132'GATE, TAKE THIS ROAD AND CROSS THE CANAL AND CONTINUE FOR ABOUT
 NZ1132'200 METERS TO THE TOP OF BUTTE.  THE STATION IS ON THE
 NZ1132'SOUTHERLY SIDE OF THE FENCE ON THE EDGE OF A CULTIVATED
 NZ1132'FIELD.
 NZ1132'
 NZ1132'THE STATION MARK, STAMPED FJARLI 1968 JACKSON CO. S., IS A
 NZ1132'3-INCH BRONZE DISK SET IN A 8-INCH SQUARE CONCRETE BASE THAT
 NZ1132'PROJECTS 4 INCHES AND IS 20 FEET SOUTH FROM AN EAST-WEST FENCE.
 NZ1132'
 NZ1132'REFERENCE MARK NO. 1, STAMPED FJARLI R.M. NO. 1 1968, IS A
 NZ1132'STANDARD DISK SET IN AN 8-INCH SQUARE CONCRETE MONUMENT THAT
 NZ1132'PROJECTS 3 INCHES.
 NZ1132'
 NZ1132'REFERENCE MARK NO. 2, STAMPED FJARLI R.M. NO. 2 1968, IS A
 NZ1132'STANDARD DISK SET IN A 9-INCH SQUARE CONCRETE MONUMENT THAT
 NZ1132'PROJECTS 3 INCHES.
 NZ1132'
 NZ1132'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 67.33 FEET.
 NZ1132
 NZ1132                          STATION RECOVERY (1971)
 NZ1132
 NZ1132'RECOVERY NOTE BY CITY OF MEDFORD OREGON 1971
 NZ1132'THIS STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD
 NZ1132'CONDITION.  ORIGINAL DESCRIPTION IS ENTIRELY ADEQUATE.
 NZ1132
 NZ1132                          STATION RECOVERY (1991)
 NZ1132
 NZ1132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 (LLR)
 NZ1132'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2230 ***********************************************************************
 RC2230  DESIGNATION -  FLAG POINT LOOKOUT TOWER
 RC2230  PID         -  RC2230
 RC2230  STATE/COUNTY-  OR/WASCO
 RC2230  USGS QUAD   -  FLAG POINT (1996)
 RC2230
 RC2230                         *CURRENT SURVEY CONTROL
 RC2230  ___________________________________________________________________
 RC2230* NAD 83(1991)-  45 19 04.37062(N)    121 27 59.65594(W)     ADJUSTED  
 RC2230* NAVD 88     -              **(meters)            **(feet)            
 RC2230  ___________________________________________________________________
 RC2230  LAPLACE CORR-          -6.78  (seconds)                    DEFLEC99
 RC2230  GEOID HEIGHT-         -20.67  (meters)                     GEOID03
 RC2230  HORZ ORDER  -  THIRD
 RC2230
 RC2230.The horizontal coordinates were established by classical geodetic methods
 RC2230.and adjusted by the National Geodetic Survey in October 1991.
 RC2230
 RC2230
 RC2230.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2230
 RC2230.The geoid height was determined by GEOID03.
 RC2230
 RC2230;                    North         East     Units Scale Factor Converg.
 RC2230;SPC OR N     -   183,938.891 2,424,221.052   MT  0.99989796   -0 41 07.7
 RC2230;SPC OR N     -   603,474.05  7,953,481.14   iFT  0.99989796   -0 41 07.7
 RC2230;UTM  10      - 5,019,407.582   620,187.373   MT  0.99977761   +1 05 25.5
 RC2230
 RC2230                          SUPERSEDED SURVEY CONTROL
 RC2230
 RC2230  NAD 83(1986)-  45 19 04.38787(N)    121 27 59.65248(W) AD(       ) 4
 RC2230  NAD 27      -  45 19 04.95900(N)    121 27 55.39600(W) AD(       ) 3
 RC2230
 RC2230.Superseded values are not recommended for survey control.
 RC2230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2230.See file dsdata.txt to determine how the superseded data were derived.
 RC2230
 RC2230_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR2018719408(NAD 83)
 RC2230
 RC2230  HISTORY     - Date     Condition        Report By
 RC2230  HISTORY     - 1946     MONUMENTED       CGS
 RC2230  HISTORY     - 1947     SEE DESCRIPTION  CGS
 RC2230
 RC2230                          STATION DESCRIPTION
 RC2230
 RC2230'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 RC2230'LOCATED ON THE SUMMIT OF FLAG POINT IN THE MT. HOOD NATIONAL FOREST.
 RC2230'
 RC2230'IT IS A 40 FOOT WOODEN TOWER.
 RC2230
 RC2230                          STATION RECOVERY (1947)
 RC2230
 RC2230'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (WRH)
 RC2230'THE STATION IS THE CENTER OF THE FOREST SERVICE LOOKOUT TOWER
 RC2230'WHICH IS LOCATED ON THE SUMMIT OF FLAG POINT IN THE MT. HOOD
 RC2230'NATIONAL FOREST.  IT IS LOCATED ABOUT 15 MILES NORTH OF THE BEAR
 RC2230'SPRINGS GUARD STATION AND 12 MILES EAST SOUTHEAST OF THE SUMMIT
 RC2230'OF MOUNT HOOD.  THE STATION IS THE CENTER OF THE LOOKOUT TOWER
 RC2230'WHICH IS ABOUT 90 FEET IN HEIGHT AND HAS A PEAKED ROOF.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2444 ***********************************************************************
 QE2444  DESIGNATION -  FLAGPOLE NEAR ABBY HOTEL
 QE2444  PID         -  QE2444
 QE2444  STATE/COUNTY-  OR/LINCOLN
 QE2444  USGS QUAD   -  NEWPORT NORTH (1984)
 QE2444
 QE2444                         *CURRENT SURVEY CONTROL
 QE2444  ___________________________________________________________________
 QE2444* NAD 83(1991)-  44 37 41.18559(N)    124 03 18.93996(W)     ADJUSTED  
 QE2444* NAVD 88     -              **(meters)            **(feet)            
 QE2444  ___________________________________________________________________
 QE2444  LAPLACE CORR-          17.17  (seconds)                    DEFLEC99
 QE2444  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 QE2444  HORZ ORDER  -  THIRD
 QE2444
 QE2444.The horizontal coordinates were established by classical geodetic methods
 QE2444.and adjusted by the National Geodetic Survey in October 1991.
 QE2444
 QE2444
 QE2444.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2444
 QE2444.The geoid height was determined by GEOID03.
 QE2444
 QE2444;                    North         East     Units Scale Factor Converg.
 QE2444;SPC OR N     -   113,043.604 2,217,979.794   MT  0.99993880   -2 31 16.8
 QE2444;SPC OR N     -   370,877.97  7,276,836.59   iFT  0.99993880   -2 31 16.8
 QE2444;UTM  10      - 4,942,180.719   416,292.954   MT  0.99968616   -0 44 28.9
 QE2444
 QE2444                          SUPERSEDED SURVEY CONTROL
 QE2444
 QE2444  NAD 83(1986)-  44 37 41.22103(N)    124 03 18.98363(W) AD(       ) 4
 QE2444  NAD 27      -  44 37 41.79700(N)    124 03 14.57100(W) AD(       ) 3
 QE2444
 QE2444.Superseded values are not recommended for survey control.
 QE2444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2444.See file dsdata.txt to determine how the superseded data were derived.
 QE2444
 QE2444_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ1629342181(NAD 83)
 QE2444
 QE2444  HISTORY     - Date     Condition        Report By
 QE2444  HISTORY     - 1927     MONUMENTED       CGS
 QE2444  HISTORY     - 1953     SEE DESCRIPTION  CGS
 QE2444
 QE2444                          STATION DESCRIPTION
 QE2444
 QE2444'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (FAR)
 QE2444'THERE IS NO ORIGINAL DESCRIPTION.  THE FLAGPOLE HAS BEEN REMOVED,
 QE2444'AND THE STATION SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2038 ***********************************************************************
 RD2038  DESIGNATION -  FLAGSTAFF
 RD2038  PID         -  RD2038
 RD2038  STATE/COUNTY-  OR/TILLAMOOK
 RD2038  USGS QUAD   -  NEHALEM (1985)
 RD2038
 RD2038                         *CURRENT SURVEY CONTROL
 RD2038  ___________________________________________________________________
 RD2038* NAD 83(1991)-  45 39 14.49042(N)    123 55 57.19442(W)     ADJUSTED  
 RD2038* NAVD 88     -              **(meters)            **(feet)            
 RD2038  ___________________________________________________________________
 RD2038  LAPLACE CORR-          25.18  (seconds)                    DEFLEC99
 RD2038  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 RD2038  HORZ ORDER  -  THIRD
 RD2038
 RD2038.The horizontal coordinates were established by classical geodetic methods
 RD2038.and adjusted by the National Geodetic Survey in October 1991.
 RD2038
 RD2038
 RD2038.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2038
 RD2038.The geoid height was determined by GEOID03.
 RD2038
 RD2038;                    North         East     Units Scale Factor Converg.
 RD2038;SPC OR N     -   226,524.202 2,232,549.778   MT  0.99993043   -2 26 03.5
 RD2038;SPC OR N     -   743,189.64  7,324,638.38   iFT  0.99993043   -2 26 03.5
 RD2038;UTM  10      - 5,056,031.355   427,341.522   MT  0.99966490   -0 40 00.9
 RD2038
 RD2038                          SUPERSEDED SURVEY CONTROL
 RD2038
 RD2038  NAD 83(1986)-  45 39 14.51975(N)    123 55 57.18225(W) AD(       ) 4
 RD2038  NAD 27      -  45 39 15.16000(N)    123 55 52.68000(W) AD(       ) 3
 RD2038
 RD2038.Superseded values are not recommended for survey control.
 RD2038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2038.See file dsdata.txt to determine how the superseded data were derived.
 RD2038
 RD2038_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR2734256031(NAD 83)
 RD2038
 RD2038  HISTORY     - Date     Condition        Report By
 RD2038  HISTORY     - 1875     MONUMENTED       CGS
 RD2038  HISTORY     - 1934     SEE DESCRIPTION  ORGS
 RD2038
 RD2038                          STATION DESCRIPTION
 RD2038
 RD2038'DESCRIBED BY OREGON GEODETIC SURVEY 1934
 RD2038'THIS UNCHECKED INTERSECTED STATION IS THE LOCATION OF A FLAGSTAFF
 RD2038'ABOUT 0.4 MILE S OF THE RAILROAD STATION JETTY, SITUATED JUST S
 RD2038'OF THE MOUTH OF NEHALEM RIVER.  THE FLAGSTAFF COULD NOT BE FOUND
 RD2038'IN 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2092 ***********************************************************************
 RD2092  DESIGNATION -  FLAGSTAFF 2
 RD2092  PID         -  RD2092
 RD2092  STATE/COUNTY-  OR/CLATSOP
 RD2092  USGS QUAD   -  TILLAMOOK HEAD (1973)
 RD2092
 RD2092                         *CURRENT SURVEY CONTROL
 RD2092  ___________________________________________________________________
 RD2092* NAD 83(1991)-  45 58 49.46497(N)    123 56 02.47932(W)     ADJUSTED  
 RD2092* NAVD 88     -              **(meters)            **(feet)            
 RD2092  ___________________________________________________________________
 RD2092  LAPLACE CORR-          17.08  (seconds)                    DEFLEC99
 RD2092  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 RD2092  HORZ ORDER  -  THIRD
 RD2092
 RD2092.The horizontal coordinates were established by classical geodetic methods
 RD2092.and adjusted by the National Geodetic Survey in October 1991.
 RD2092
 RD2092
 RD2092.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2092
 RD2092.The geoid height was determined by GEOID03.
 RD2092
 RD2092;                    North         East     Units Scale Factor Converg.
 RD2092;SPC OR N     -   262,771.453 2,233,976.877   MT  0.99999508   -2 26 07.3
 RD2092;SPC OR N     -   862,111.07  7,329,320.46   iFT  0.99999508   -2 26 07.3
 RD2092;UTM  10      - 5,092,294.650   427,651.094   MT  0.99966435   -0 40 18.1
 RD2092
 RD2092                          SUPERSEDED SURVEY CONTROL
 RD2092
 RD2092  NAD 83(1986)-  45 58 49.49488(N)    123 56 02.45702(W) AD(       ) 4
 RD2092  NAD 27      -  45 58 50.13541(N)    123 55 57.96270(W) AD(       ) 3
 RD2092
 RD2092.Superseded values are not recommended for survey control.
 RD2092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2092.See file dsdata.txt to determine how the superseded data were derived.
 RD2092
 RD2092_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR2765192295(NAD 83)
 RD2092
 RD2092  HISTORY     - Date     Condition        Report By
 RD2092  HISTORY     - 1875     MONUMENTED       CGS
 RD2092  HISTORY     - 1934     SEE DESCRIPTION  ORGS
 RD2092
 RD2092                          STATION DESCRIPTION
 RD2092
 RD2092'DESCRIBED BY OREGON GEODETIC SURVEY 1934
 RD2092'THIS STATION WAS THE FLAGSTAFF STANDING NEAR THE BATHHOUSE ATTACHED
 RD2092'TO THE OLD SEASIDE HOUSE, IN THE S PART OF SEASIDE.  IN 1925, IT
 RD2092'WAS REPORTED THAT THE FLAGSTAFF HAD BEEN DESTROYED SOME YEARS
 RD2092'BEFORE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA1171 ***********************************************************************
 RA1171  DESIGNATION -  FLAGSTAFF LOOKOUT HOUSE
 RA1171  PID         -  RA1171
 RA1171  STATE/COUNTY-  OR/UNION
 RA1171  USGS QUAD   -  FLAGSTAFF BUTTE (1993)
 RA1171
 RA1171                         *CURRENT SURVEY CONTROL
 RA1171  ___________________________________________________________________
 RA1171* NAD 83(1991)-  45 04 47.17276(N)    117 31 01.43700(W)     ADJUSTED  
 RA1171* NAVD 88     -      1988.     (meters)    6522.     (feet)  SCALED    
 RA1171  ___________________________________________________________________
 RA1171  LAPLACE CORR-          11.19  (seconds)                    DEFLEC99
 RA1171  GEOID HEIGHT-         -16.09  (meters)                     GEOID03
 RA1171  HORZ ORDER  -  SECOND
 RA1171
 RA1171.The horizontal coordinates were established by classical geodetic methods
 RA1171.and adjusted by the National Geodetic Survey in October 1991.
 RA1171
 RA1171.The orthometric height was scaled from a topographic map.
 RA1171
 RA1171.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1171
 RA1171.The geoid height was determined by GEOID03.
 RA1171
 RA1171;                    North         East     Units Scale Factor Converg.
 RA1171;SPC OR N     -   161,360.698 2,734,790.507   MT  0.99989578   +2 06 55.6
 RA1171;SPC OR N     -   529,398.62  8,972,409.80   iFT  0.99989578   +2 06 55.6
 RA1171;UTM  11      - 4,991,941.951   459,303.891   MT  0.99962036   -0 21 58.1
 RA1171
 RA1171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1171!SPC OR N     -   0.99969088  x   0.99989578  =   0.99958669
 RA1171!UTM  11      -   0.99969088  x   0.99962036  =   0.99931136
 RA1171
 RA1171                          SUPERSEDED SURVEY CONTROL
 RA1171
 RA1171  NAD 83(1986)-  45 04 47.17228(N)    117 31 01.42606(W) AD(       ) 2
 RA1171  NAD 27      -  45 04 47.62025(N)    117 30 57.67569(W) AD(       ) 2
 RA1171
 RA1171.Superseded values are not recommended for survey control.
 RA1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1171.See file dsdata.txt to determine how the superseded data were derived.
 RA1171
 RA1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK5930491942(NAD 83)
 RA1171
 RA1171  HISTORY     - Date     Condition        Report By
 RA1171  HISTORY     - 1946     MONUMENTED       CGS
 RA1171
 RA1171                          STATION DESCRIPTION
 RA1171
 RA1171'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 RA1171'STATION IS THE CENTER OF THE U.S. FOREST SERVICE LOOKOUT HOUSE
 RA1171'LOCATED ON THE LINE BETWEEN UNION AND BAKER COUNTIES ABOUT 7 MILES
 RA1171'AIR LINE FROM MEDICAL SPRINGS, ON THE HIGHEST POINT, AT THE SOUTH
 RA1171'END OF A BALD RIDGE KNOWN AS FLAGSTAFF BUTTE, AT THE HEAD OF
 RA1171'BIG CREEK.  STATION WAS CONNECTED BY TRAVERSE WITH TRIANGULATION
 RA1171'STATION MEDICAL 1916.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0414 ***********************************************************************
 PC0414  DESIGNATION -  FLAT
 PC0414  PID         -  PC0414
 PC0414  STATE/COUNTY-  OR/DOUGLAS
 PC0414  USGS QUAD   -  ROSEBURG EAST (1987)
 PC0414
 PC0414                         *CURRENT SURVEY CONTROL
 PC0414  ___________________________________________________________________
 PC0414* NAD 83(1991)-  43 12 49.15444(N)    123 19 12.90263(W)     ADJUSTED  
 PC0414* NAVD 88     -       149.457  (meters)     490.34   (feet)  ADJUSTED  
 PC0414  ___________________________________________________________________
 PC0414  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 PC0414  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 PC0414  DYNAMIC HT  -         149.425 (meters)     490.24  (feet)  COMP
 PC0414  MODELED GRAV-     980,406.0   (mgal)                       NAVD 88
 PC0414
 PC0414  HORZ ORDER  -  THIRD
 PC0414  VERT ORDER  -  FIRST     CLASS II
 PC0414
 PC0414.The horizontal coordinates were established by classical geodetic methods
 PC0414.and adjusted by the National Geodetic Survey in October 1991.
 PC0414
 PC0414.The orthometric height was determined by differential leveling
 PC0414.and adjusted in June 1991.
 PC0414
 PC0414.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC0414
 PC0414.The geoid height was determined by GEOID03.
 PC0414
 PC0414.The dynamic height is computed by dividing the NAVD 88
 PC0414.geopotential number by the normal gravity value computed on the
 PC0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0414.degrees latitude (g = 980.6199 gals.).
 PC0414
 PC0414.The modeled gravity was interpolated from observed gravity values.
 PC0414
 PC0414;                    North         East     Units Scale Factor Converg.
 PC0414;SPC OR S     -   175,700.921 1,270,899.814   MT  0.99989492   -1 55 46.1
 PC0414;SPC OR S     -   576,446.59  4,169,618.81   iFT  0.99989492   -1 55 46.1
 PC0414;UTM  10      - 4,784,590.933   473,987.507   MT  0.99960832   -0 13 09.4
 PC0414
 PC0414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC0414!SPC OR S     -   0.99998028  x   0.99989492  =   0.99987520
 PC0414!UTM  10      -   0.99998028  x   0.99960832  =   0.99958861
 PC0414
 PC0414:                Primary Azimuth Mark                     Grid Az
 PC0414:SPC OR S     -  OAK                                      242 41 57.0
 PC0414:UTM  10      -  OAK                                      240 59 20.3
 PC0414
 PC0414|---------------------------------------------------------------------|
 PC0414| PID    Reference Object                     Distance      Geod. Az  |
 PC0414|                                                           dddmmss.s |
 PC0414| PC1005 OAK                                 APPROX. 1.6 KM 2404610.9 |
 PC0414|---------------------------------------------------------------------|
 PC0414
 PC0414                          SUPERSEDED SURVEY CONTROL
 PC0414
 PC0414  NAD 83(1986)-  43 12 49.15352(N)    123 19 12.92423(W) AD(       ) 3
 PC0414  NAD 27      -  43 12 49.73800(N)    123 19 08.67200(W) AD(       ) 3
 PC0414  NGVD 29 (??/??/92)  148.392  (m)          486.85   (f) ADJ UNCH    1 2
 PC0414
 PC0414.Superseded values are not recommended for survey control.
 PC0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0414.See file dsdata.txt to determine how the superseded data were derived.
 PC0414
 PC0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN7398884591(NAD 83)
 PC0414_MARKER: DD = SURVEY DISK
 PC0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PC0414_STAMPING: FLAT 1937
 PC0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0414+STABILITY: SURFACE MOTION
 PC0414
 PC0414  HISTORY     - Date     Condition        Report By
 PC0414  HISTORY     - 1937     MONUMENTED       ORDT
 PC0414  HISTORY     - 1941     GOOD             NGS
 PC0414  HISTORY     - 1987     MARK NOT FOUND   NGS
 PC0414
 PC0414                          STATION DESCRIPTION
 PC0414
 PC0414'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1937
 PC0414'ABOUT 1 MILE E ALONG NORTH UMPQUA HIGHWAY FROM ROSEBURG, IN FLAT
 PC0414'JUST N OF U.S. FOREST SERVICE WAREHOUSE.  FROM CENTER OF ENTRANCE
 PC0414'GATE TO WAREHOUSE GO W 152 FEET ALONG HIGHWAY TO FENCE EXTENDING
 PC0414'N, THENCE N 273 FEET TO INTERSECTION WITH FENCE W.
 PC0414'
 PC0414'STATION MARKED BY OREGON STATE HIGHWAY DEPARTMENT STANDARD DISK
 PC0414'STAMPED FLAT 1937 IN CONCRETE POST.
 PC0414'
 PC0414'NO REFERENCE MARKS SET.
 PC0414
 PC0414                          STATION RECOVERY (1941)
 PC0414
 PC0414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 PC0414'1.35 MI E FROM ROSEBURG.
 PC0414'ABOUT 1.35 MILES EAST OF ROSEBURG ON ROAD TO GLIDE AND DIAMOND LAKE,
 PC0414'152 FEET WEST OF THE CENTER OF THE FOREST SERVICE WAREHOUSE, THENCE
 PC0414'NORTH 273 FEET ALONG THE FENCE LINE.  PLAIN WHITE POST SET BY MARK.
 PC0414
 PC0414                          STATION RECOVERY (1987)
 PC0414
 PC0414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PC0414'THERE IS NOW A PAVED PARKING LOT AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0980 ***********************************************************************
 RC0980  DESIGNATION -  FLAT
 RC0980  PID         -  RC0980
 RC0980  STATE/COUNTY-  OR/WASCO
 RC0980  USGS QUAD   -  THE DALLES SOUTH (1994)
 RC0980
 RC0980                         *CURRENT SURVEY CONTROL
 RC0980  ___________________________________________________________________
 RC0980* NAD 83(1991)-  45 37 21.16876(N)    121 12 40.43420(W)     ADJUSTED  
 RC0980* NAVD 88     -        45.144  (meters)     148.11   (feet)  ADJUSTED  
 RC0980  ___________________________________________________________________
 RC0980  LAPLACE CORR-          -2.98  (seconds)                    DEFLEC99
 RC0980  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 RC0980  DYNAMIC HT  -          45.143 (meters)     148.11  (feet)  COMP
 RC0980  MODELED GRAV-     980,598.3   (mgal)                       NAVD 88
 RC0980
 RC0980  HORZ ORDER  -  THIRD
 RC0980  VERT ORDER  -  FIRST     CLASS II
 RC0980
 RC0980.The horizontal coordinates were established by classical geodetic methods
 RC0980.and adjusted by the National Geodetic Survey in October 1991.
 RC0980
 RC0980.The orthometric height was determined by differential leveling
 RC0980.and adjusted in June 1991.
 RC0980.WARNING-Repeat measurements at this control monument indicate possible
 RC0980.vertical movement.
 RC0980
 RC0980.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC0980
 RC0980.The geoid height was determined by GEOID03.
 RC0980
 RC0980.The dynamic height is computed by dividing the NAVD 88
 RC0980.geopotential number by the normal gravity value computed on the
 RC0980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0980.degrees latitude (g = 980.6199 gals.).
 RC0980
 RC0980.The modeled gravity was interpolated from observed gravity values.
 RC0980
 RC0980;                    North         East     Units Scale Factor Converg.
 RC0980;SPC OR N     -   217,587.542 2,444,537.048   MT  0.99992593   -0 30 15.8
 RC0980;SPC OR N     -   713,869.89  8,020,134.67   iFT  0.99992593   -0 30 15.8
 RC0980;SPC WA S     -    32,396.835   444,529.956   MT  1.00005443   -0 30 59.9
 RC0980;SPC WA S     -   106,288.62  1,458,428.70   sFT  1.00005443   -0 30 59.9
 RC0980;UTM  10      - 5,053,667.337   639,446.797   MT  0.99983907   +1 16 43.4
 RC0980
 RC0980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC0980!SPC OR N     -   0.99999629  x   0.99992593  =   0.99992222
 RC0980!SPC WA S     -   0.99999629  x   1.00005443  =   1.00005072
 RC0980!UTM  10      -   0.99999629  x   0.99983907  =   0.99983536
 RC0980
 RC0980|---------------------------------------------------------------------|
 RC0980| PID    Reference Object                     Distance      Geod. Az  |
 RC0980|                                                           dddmmss.s |
 RC0980| RC0977 FLAT RM 5                            22.033 METERS 02829     |
 RC0980| RC0982 HARVEY ALUM CO SW PROP COR                         1510815.0 |
 RC0980| RC0978 FLAT RM 3                            14.526 METERS 15117     |
 RC0980| RC0981 FLAT RM 1                            13.732 METERS 16332     |
 RC0980| RC2062 THE DALLES RAD STA KODL HI MST      APPROX. 3.6 KM 1660325.5 |
 RC0980| RC2055 THE DALLES RADIO STA KRMW MAST      APPROX. 1.2 KM 1801947.2 |
 RC0980| RC0979 FLAT RM 2                            12.725 METERS 33715     |
 RC0980|---------------------------------------------------------------------|
 RC0980
 RC0980                          SUPERSEDED SURVEY CONTROL
 RC0980
 RC0980  NAD 83(1986)-  45 37 21.18232(N)    121 12 40.42471(W) AD(       ) 3
 RC0980  NAD 27      -  45 37 21.73600(N)    121 12 36.17500(W) AD(       ) 3
 RC0980  NGVD 29 (??/??/92)   44.286  (m)          145.29   (f) ADJ UNCH    1 2
 RC0980
 RC0980.Superseded values are not recommended for survey control.
 RC0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0980.See file dsdata.txt to determine how the superseded data were derived.
 RC0980
 RC0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR3944753667(NAD 83)
 RC0980_MARKER: DS = TRIANGULATION STATION DISK
 RC0980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC0980_SP_SET: CONCRETE POST
 RC0980_STAMPING: FLAT 1957
 RC0980_MARK LOGO: CGS   
 RC0980_PROJECTION: FLUSH
 RC0980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0980+STABILITY: SURFACE MOTION
 RC0980
 RC0980  HISTORY     - Date     Condition        Report By
 RC0980  HISTORY     - 1957     MONUMENTED       CGS
 RC0980  HISTORY     - 1957     SEE DESCRIPTION  CGS
 RC0980  HISTORY     - 1958     SEE DESCRIPTION  ORDT
 RC0980  HISTORY     - 1972     SEE DESCRIPTION  NGS
 RC0980  HISTORY     - 1972     GOOD             NGS
 RC0980  HISTORY     - 1987     GOOD             NGS
 RC0980
 RC0980                          STATION DESCRIPTION
 RC0980
 RC0980'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JBW)
 RC0980'THE STATION IS LOCATED ABOUT 1 AND 3/4 MILES NORTHWEST OF THE
 RC0980'DALLES, 25 YARDS SOUTHEAST OF HIGHWAY MILEPOST 81, AND ON THE EAST
 RC0980'SIDE OF THE PRESENT ROUTE OF U.S. HIGHWAY 30.
 RC0980'
 RC0980'TO REACH FROM THE POST OFFICE IN THE DALLES, GO NORTHWEST ON
 RC0980'U.S. HIGHWAY 30 FOR 1.95 MILES TO THE STATION ON THE RIGHT.
 RC0980'
 RC0980'THE STATION MARK, A STANDARD DISK STAMPED FLAT 1957, IS SET IN
 RC0980'A CONCRETE CYLINDER THAT IS FLUSH WITH THE GROUND.  THE MARK IS 30
 RC0980'FEET NORTH OF THE CENTER OF U.S. HIGHWAY 30, 19 FEET WEST OF A
 RC0980'LARGE LOCUST TREE WITH A TRIANGULAR BLAZE, 6 FEET SOUTH OF THE
 RC0980'RAILROAD PROPERTY FENCE, AND 6 FEET NORTHWEST OF A WHITE WITNESS
 RC0980'POST.
 RC0980'
 RC0980'REFERENCE MARK 1, A STANDARD DISK STAMPED FLAT NO 1 1957, IS SET
 RC0980'IN A DRILL HOLE IN A BOULDER THAT IS FLUSH WITH THE GROUND.  THE
 RC0980'MARK IS 25.5 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD TRACK,
 RC0980'24.5 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 30, 10.5 FEET
 RC0980'SOUTHWEST OF TELEPHONE POLE NUMBER 38, AND 2 FEET LOWER THAN
 RC0980'THE STATION MARK.
 RC0980'
 RC0980'REFERENCE MARK 2, A STANDARD DISK STAMPED FLAT NO 2 1957, IS SET
 RC0980'IN THE TOP OF A CONCRETE CYLINDER THAT IS FLUSH WITH THE
 RC0980'GROUND.  THE MARK IS 30.5 FEET NORTH OF THE CENTER OF U.S. HIGHWAY
 RC0980'30, 20 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD TRACK, AND
 RC0980'ABOUT THE SAME ELEVATION AS THE STATION MARK.
 RC0980'
 RC0980'PROP. COR. SW IS A BRONZE DISK WITH NO CAST LETTERING.  IT IS
 RC0980'SET IN THE TOP OF A CONCRETE CYLINDER THAT IS FLUSH WITH THE
 RC0980'GROUND.  IT IS STAMPED PROP COR SW AND IS THE SOUTHWEST PROPERTY
 RC0980'CORNER MARKER OF THE HARVEY ALUMINUM COMPANY.  THE MARK IS 27.5
 RC0980'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE RAILROAD TRACK, 21
 RC0980'FEET WEST OF THE SOUTHWEST CORNER OF AN IRON FENCE, AND 1.2 FEET
 RC0980'NORTH OF A 4 BY 4-INCH WITNESS POST ABOUT 4 FEET TALL AND
 RC0980'PAINTED RED AND WHITE.  THIS MARK WILL SERVE AS THE AZIMUTH
 RC0980'MARK.
 RC0980
 RC0980                          STATION RECOVERY (1957)
 RC0980
 RC0980'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 RC0980'THE STATION MARK WAS RECOVERED AS DESCRIBED.  REFERENCE MARKS 1
 RC0980'AND 2 HAVE BEEN DESTROYED AND REFERENCE MARKS 3 AND 4 WERE SET
 RC0980'THIS DATE.
 RC0980'
 RC0980'REFERENCE MARK 3, A STANDARD DISK STAMPED FLAT NO 3 1957, IS SET
 RC0980'IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.  THE
 RC0980'MARK IS 3 FEET NORTH OF A POWER LINE POLE AND 45 FEET EAST OF THE
 RC0980'CENTERLINE OF U.S. HIGHWAY 30.
 RC0980'
 RC0980'REFERENCE MARK 4, A STANDARD DISK STAMPED FLAT NO 4 1957, IS SET
 RC0980'IN A DRILL HOLE IN THE SOUTHWEST CORNER OF A RAILROAD SEMAPHORE
 RC0980'BASE.  THE MARK IS 20 FEET EAST OF THE EAST RAIL OF THE UNION
 RC0980'PACIFIC RAILROAD TRACKS.
 RC0980
 RC0980                          STATION RECOVERY (1958)
 RC0980
 RC0980'RECOVERY NOTE BY OREGON DEPARTMENT OF TRANSPORTATION 1958
 RC0980'REFERENCE MARK 3 IS IN GOOD CONDITION.  HOWEVER REFERENCE MARK
 RC0980'4 HAS BEEN DESTROYED.  THIS MARK WAS SET IN THE BASE OF A RAILROAD
 RC0980'SEMAPHORE WHICH HAS BEEN MOVED BY THE RAILROAD AND I HAVE NOT BEEN
 RC0980'ABLE TO LOCATE THE MARK.
 RC0980
 RC0980                          STATION RECOVERY (1972)
 RC0980
 RC0980'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 RC0980'THE STATION MARK, REFERENCE MARK NO. 3, AND THE PROPERTY CORNER
 RC0980'SOUTHWEST WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 4
 RC0980'HAD BEEN DESTROYED.  REFERENCE MARK NO. 5 WAS ESTABLISHED.  A
 RC0980'NEW AND COMPLETE DESCRIPTION FOLLOWS.
 RC0980'
 RC0980'THE STATION IS 2 MILES NORTHWEST OF THE DALLES, ON THE NORTHEAST
 RC0980'RIGHT-OF-WAY OF NORTHWEST FRONTAGE ROAD.
 RC0980'
 RC0980'TO REACH THE STATION FROM THE DALLES POST OFFICE GO NORTHWEST
 RC0980'ON U.S. HIGHWAY 30 FOR 1.1 MILES TO NORTHWEST FRONTAGE ROAD, TURN
 RC0980'RIGHT, AND GO NORTH ON NORTHWEST FRONTAGE ROAD FOR 0.75 MILE TO
 RC0980'THE PROPERTY CORNER SOUTHWEST, WHICH WAS USED FOR THE AZIMUTH
 RC0980'MARK, ON THE RIGHT.  CONTINUE NORTH ON NORTHWEST FRONTAGE ROAD
 RC0980'FOR 0.15 MILE TO THE STATION ON THE RIGHT.
 RC0980'
 RC0980'THE STATION MARK, STAMPED FLAT 1957, IS A STANDARD DISK SET IN
 RC0980'A CYLINDRICAL CONCRETE MONUMENT THAT HAS BEEN RE-INFORCED BY AN
 RC0980'IRREGULAR MASS OF CONCRETE THAT PROJECTS 2 INCHES, 225 FEET SOUTH
 RC0980'OF THE DRIVEWAY TO THE HARVEY ALUMINUM COMPANY PLANT, 41 FEET
 RC0980'NORTHWEST OF TELEPHONE POLE NO. 38, 29 FEET NORTHEAST OF THE
 RC0980'CENTER OF NORTHWEST FRONTAGE ROAD, 20 FEET SOUTHWEST OF THE
 RC0980'NEAREST RAIL OF THE RAILROAD TRACKS, 5.5 FEET SOUTHWEST OF
 RC0980'THE RIGHT-OF-WAY FENCE LINE, AND 1 FOOT NORTHWEST OF A METAL
 RC0980'WITNESS POST.  (NOTE 1B AND 7A)
 RC0980'
 RC0980'REFERENCE MARK NO. 3, STAMPED FLAT NO 3 1957, IS A STANDARD DISK
 RC0980'SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES,
 RC0980'34 FEET NORTHEAST OF THE CENTER OF NORTHWEST FRONTAGE ROAD, 15.5
 RC0980'FEET SOUTHWEST OF THE NEAREST RAIL OF THE RAILROAD, 3.5 FEET
 RC0980'NORTHWEST OF THE RIGHT-OF-WAY FENCE LINE.  (NOTE 11A)
 RC0980'
 RC0980'REFERENCE MARK NO. 5, STAMPED FLAT 1957 NO 5 1972, IS A STANDARD
 RC0980'DISK CEMENTED IN A DRILL HOLE IN A 3-FOOT SQUARE CONCRETE FORM
 RC0980'THAT IS THE BASE FOR TELEPHONE POLE NO. 3, 175 FEET SOUTHEAST OF
 RC0980'THE ENTRANCE TO THE HARVEY ALUMINUM COMPANY PLANT, 28.5 FEET WEST
 RC0980'OF THE CYCLONE FENCE AROUND THE ALUMINUM PLANT, 19.5 FEET EAST OF
 RC0980'THE NEAREST RAIL OF THE RAILROAD, AND 2.5 FEET ABOVE THE GROUND.
 RC0980'
 RC0980'PROP COR. SW, (AZIMUTH MARK), IS A BRONZE DISK, STAMPED PROP
 RC0980'COR SW, SET IN AN IRREGULAR MASS OF CONCRETE THAT PROJECTS 2
 RC0980'INCHES, 100 FEET NORTHEAST OF NORTHWEST FRONTAGE ROAD, 55 FEET
 RC0980'SOUTHEAST OF TELEPHONE POLE NO. 8, 27.5 FEET EAST OF THE NEAREST
 RC0980'RAIL OF THE RAILROAD TRACKS, AND 5 FEET NORTHWEST OF A RIGHT
 RC0980'ANGLE FORMED BY THE CYCLONE FENCE AROUND THE ALUMINUM PLANT.
 RC0980'
 RC0980'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RC0980'2 MILES NORTHWEST OF THE DALLES.
 RC0980
 RC0980                          STATION RECOVERY (1972)
 RC0980
 RC0980'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 RC0980'2 MI NW FROM THE DALLES.
 RC0980'REACHED FROM THE DALLES POST OFFICE GO NORTHWEST ON U.S. HIGHWAY 30
 RC0980'FOR 1.1 MILES TO NORTHWEST FRONTAGE ROAD, TURN RIGHT, AND GO NORTH ON
 RC0980'NORTHWEST FRONTAGE ROAD FOR 0.9 MILES TO THE MARK ON THE RIGHT, 225
 RC0980'FEET SOUTH OF THE DRIVEWAY TO THE HARVEY FEET SOUTHWEST OF FLAT R M 5,
 RC0980'41 FEET NORTHWEST OF TELEPHONE POLE NO.38, 29 FEET EAST OF THE CENTER
 RC0980'OF NORTHWEST FRONTAGE ROAD, 20 FEET SOUTHWEST OF THE NEAREST RAIL OF
 RC0980'THE RAILROAD TRACKS, 5.5 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE
 RC0980'LINE, AND 1 FOOT NORTHWEST OF A METAL WITNESS POST SET IN A
 RC0980'CYLINDRICAL CONCRETE MONUMENT THAT HAS BEEN RE-ENFORCED BY AN
 RC0980'IRREGULAR MASS OF CONCRETE THAT PROJECTS 2 INCHES.
 RC0980
 RC0980                          STATION RECOVERY (1987)
 RC0980
 RC0980'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RC0980'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.2 KM
 RC0980'(2.00 MI) WEST ALONG SECOND STREET FROM THE POST OFFICE IN THE DALLES
 RC0980'TO THE MARK ON THE RIGHT, 9.29 M (30.5 FT) NORTHEAST OF THE STREET
 RC0980'CENTERLINE, 15.54 M (51.0 FT) NORTH OF A POLE NUMBERED 38, 1.82 M
 RC0980'(6.0 FT) SOUTHWEST OF A FENCE.
 RC0980'THE MARK IS 0.60 METERS  N FROM A WITNESS POST.
 RC0980'THE MARK IS ABOVE LEVEL WITH THE STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1892 ***********************************************************************
 RD1892  DESIGNATION -  FLAT
 RD1892  PID         -  RD1892
 RD1892  STATE/COUNTY-  OR/TILLAMOOK
 RD1892  USGS QUAD   -  NESTUCCA BAY (1985)
 RD1892
 RD1892                         *CURRENT SURVEY CONTROL
 RD1892  ___________________________________________________________________
 RD1892* NAD 83(1991)-  45 10 19.29163(N)    123 53 57.40654(W)     ADJUSTED  
 RD1892* NAVD 88     -       304.6    (meters)     999.     (feet)  VERTCON   
 RD1892  ___________________________________________________________________
 RD1892  LAPLACE CORR-          19.13  (seconds)                    DEFLEC99
 RD1892  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 RD1892  HORZ ORDER  -  THIRD
 RD1892
 RD1892.The horizontal coordinates were established by classical geodetic methods
 RD1892.and adjusted by the National Geodetic Survey in October 1991.
 RD1892
 RD1892.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD1892.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD1892
 RD1892.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1892
 RD1892.The geoid height was determined by GEOID03.
 RD1892
 RD1892;                    North         East     Units Scale Factor Converg.
 RD1892;SPC OR N     -   172,897.623 2,232,887.785   MT  0.99989458   -2 24 38.6
 RD1892;SPC OR N     -   567,249.42  7,325,747.33   iFT  0.99989458   -2 24 38.6
 RD1892;UTM  10      - 5,002,453.857   429,335.433   MT  0.99966140   -0 38 16.1
 RD1892
 RD1892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1892!SPC OR N     -   0.99995577  x   0.99989458  =   0.99985036
 RD1892!UTM  10      -   0.99995577  x   0.99966140  =   0.99961719
 RD1892
 RD1892|---------------------------------------------------------------------|
 RD1892| PID    Reference Object                     Distance      Geod. Az  |
 RD1892|                                                           dddmmss.s |
 RD1892| DE3586 FLAT WM SNAG SOUTH N EDGE             3.070 METERS 20310     |
 RD1892| RD1889 FLETCHER                            APPROX. 3.6 KM 2434953.0 |
 RD1892| RD1873 HAYSTACK ROCK                       APPROX. 8.2 KM 3030019.1 |
 RD1892|---------------------------------------------------------------------|
 RD1892
 RD1892                          SUPERSEDED SURVEY CONTROL
 RD1892
 RD1892  NAD 83(1986)-  45 10 19.32381(N)    123 53 57.41344(W) AD(       ) 3
 RD1892  NAD 27      -  45 10 19.93400(N)    123 53 53.01400(W) AD(       ) 3
 RD1892  NGVD 29 (07/19/86)  303.5    (m)          996.     (f) VERT ANG    3  
 RD1892
 RD1892.Superseded values are not recommended for survey control.
 RD1892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1892.See file dsdata.txt to determine how the superseded data were derived.
 RD1892
 RD1892_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR2933502454(NAD 83)
 RD1892
 RD1892  HISTORY     - Date     Condition        Report By
 RD1892  HISTORY     - 1908     MONUMENTED       CGS
 RD1892
 RD1892                          STATION DESCRIPTION
 RD1892
 RD1892'DESCRIBED BY COAST AND GEODETIC SURVEY 1908 (JSH)
 RD1892'STATION IS ON THE HIGHEST PART OF A LOW, BARE, FLAT-TOPPED RIDGE
 RD1892'ABOUT 3-1/2 MILES FROM CLOVERDALE.
 RD1892'
 RD1892'THE STATION IS MARKED BY A DRILL HOLE IN THE NATURAL ROCK 14
 RD1892'INCHES BELOW THE SURFACE.  OVER THIS IS A DRILL HOLE IN AN
 RD1892'IRREGULAR-SHAPED ROCK LEVEL WITH THE SURFACE.  THREE
 RD1892'GALVANIZED-IRON NAILS IN A BLAZE IN AN OLD SNAG 5 FEET IN DIAMETER
 RD1892'ARE DISTANT 3.07 METERS IN AZIMUTH 23 DEG 10 MIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0687 ***********************************************************************
 PA0687  DESIGNATION -  FLAT
 PA0687  PID         -  PA0687
 PA0687  STATE/COUNTY-  OR/HARNEY
 PA0687  USGS QUAD   -  DEVINE RIDGE NORTH (1990)
 PA0687
 PA0687                         *CURRENT SURVEY CONTROL
 PA0687  ___________________________________________________________________
 PA0687* NAD 83(1991)-  43 50 52.24622(N)    118 56 18.15358(W)     ADJUSTED  
 PA0687* NAVD 88     -      1513.4    (meters)    4965.     (feet)  VERTCON   
 PA0687  ___________________________________________________________________
 PA0687  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 PA0687  GEOID HEIGHT-         -18.28  (meters)                     GEOID03
 PA0687  HORZ ORDER  -  THIRD
 PA0687
 PA0687.The horizontal coordinates were established by classical geodetic methods
 PA0687.and adjusted by the National Geodetic Survey in October 1991.
 PA0687
 PA0687.The NAVD 88 height was computed by applying the VERTCON shift value to
 PA0687.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PA0687
 PA0687.The Laplace correction was computed from DEFLEC99 derived deflections.
 PA0687
 PA0687.The geoid height was determined by GEOID03.
 PA0687
 PA0687;                    North         East     Units Scale Factor Converg.
 PA0687;SPC OR S     -   243,468.740 1,625,559.875   MT  0.99996489   +1 04 06.2
 PA0687;SPC OR S     -   798,781.96  5,333,201.69   iFT  0.99996489   +1 04 06.2
 PA0687;UTM  11      - 4,856,799.786   344,194.583   MT  0.99989858   -1 20 35.1
 PA0687
 PA0687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PA0687!SPC OR S     -   0.99976561  x   0.99996489  =   0.99973051
 PA0687!UTM  11      -   0.99976561  x   0.99989858  =   0.99966422
 PA0687
 PA0687:                Primary Azimuth Mark                     Grid Az
 PA0687:SPC OR S     -  CALAMITY BUTTE                           044 08 31.1
 PA0687:UTM  11      -  CALAMITY BUTTE                           046 33 12.4
 PA0687
 PA0687|---------------------------------------------------------------------|
 PA0687| PID    Reference Object                     Distance      Geod. Az  |
 PA0687|                                                           dddmmss.s |
 PA0687| PA0681 CALAMITY BUTTE                      APPROX.12.8 KM 0451237.3 |
 PA0687| CD6544 FLAT RM 1                             7.058 METERS 06424     |
 PA0687| CD6545 FLAT RM 2                             8.115 METERS 17927     |
 PA0687|---------------------------------------------------------------------|
 PA0687
 PA0687                          SUPERSEDED SURVEY CONTROL
 PA0687
 PA0687  NAD 83(1986)-  43 50 52.25196(N)    118 56 18.14724(W) AD(       ) 3
 PA0687  NAD 27      -  43 50 52.70300(N)    118 56 14.37100(W) AD(       ) 3
 PA0687  NGVD 29 (07/19/86) 1512.1    (m)         4961.     (f) VERT ANG    3  
 PA0687
 PA0687.Superseded values are not recommended for survey control.
 PA0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0687.See file dsdata.txt to determine how the superseded data were derived.
 PA0687
 PA0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ4419556800(NAD 83)
 PA0687_MARKER: DD = SURVEY DISK
 PA0687_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PA0687
 PA0687  HISTORY     - Date     Condition        Report By
 PA0687  HISTORY     - 1957     MONUMENTED       USFS
 PA0687
 PA0687                          STATION DESCRIPTION
 PA0687
 PA0687'DESCRIBED BY US FOREST SERVICE 1957 (WRH)
 PA0687'THE STATION IS LOCATED ABOUT 18-1/2 MILES AIRLINE NORTH
 PA0687'NORTHEAST OF BURNS, ABOUT 1/2 MILE EAST OF U.S. HIGHWAY 395 AND
 PA0687'ABOUT 1 MILE NORTH NORTHEAST OF THE CROW FLAT GUARD STATION OF
 PA0687'THE U.S. FOREST SERVICE, ON A FLAT SAGE COVERED RIDGE SPOTTED
 PA0687'WITH PINE TREES.
 PA0687'
 PA0687'TO REACH THE STATION FROM THE POST OFFICE IN BURNS GO NORTHERLY
 PA0687'ON U.S. HIGHWAY 395 FOR 19.9 MILES TO SIGNS ON THE LEFT, CALL
 PA0687'MEADOWS, KING MTN L.O., CROW FLAT--TURN RIGHT (EAST) FOR 0.4 MILE
 PA0687'PASSING GUARD STATION, TO FORKS AND SIGN BAKER 7, TURN LEFT
 PA0687'AND GO 0.1 MILE TO FORKS.  TURN LEFT AND GO NORTHERLY FOR 0.6
 PA0687'MILE TO STATION ON THE RIGHT (EAST) SIDE OF TRACK ROAD.
 PA0687'
 PA0687'THE STATION MARK IS A STANDARD U.S. FOREST SERVICE BRONZE DISK
 PA0687'SET IN THE TOP OF A PRECAST CONCRETE POST PROJECTING ABOUT 14
 PA0687'INCHES.  IT IS STAMPED FLAT 1957, AND IS 60 FEET EAST OF A
 PA0687'TRANSMISSION LINE, 45 FEET EAST OF A TRACK ROAD AND 100.0 FEET
 PA0687'SOUTH OF A 16 INCH PINE TREE.
 PA0687'
 PA0687'REFERENCE MARK NO 1 IS A STANDARD U.S. FOREST SERVICE BRONZE DISK
 PA0687'STAMPED FLAT NO 1 1957, SET IN THE TOP OF A PRECAST CONCRETE POST
 PA0687'PROJECTING ABOUT 14 INCHES AND IS ABOUT 1 FOOT LOWER IN ELEVATION
 PA0687'THAN THE STATION.
 PA0687'
 PA0687'REFERENCE MARK NO 2 IS A STANDARD U.S.C. AND G.S. AZIMUTH MARK
 PA0687'STAMPED FLAT RM NO 2 1957, SET IN THE TOP OF A PRECAST CONCRETE
 PA0687'POST PROJECTING ABOUT 16 INCHES AND IS ABOUT 6 INCHES LOWER IN
 PA0687'ELEVATION THAN THE STATION.
 PA0687'
 PA0687'STATION TROUT 1933 WILL SERVE FOR AN AZIMUTH MARK.
 PA0687'
 PA0687'HEIGHT OF LIGHT ABOVE STATION MARK 1.18 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC1011 ***********************************************************************
 QC1011  DESIGNATION -  FLAT
 QC1011  PID         -  QC1011
 QC1011  STATE/COUNTY-  OR/GRANT
 QC1011  USGS QUAD   -  ALDRICH MTN NORTH (1983)
 QC1011
 QC1011                         *CURRENT SURVEY CONTROL
 QC1011  ___________________________________________________________________
 QC1011* NAD 83(1991)-  44 26 03.76945(N)    119 25 50.90686(W)     ADJUSTED  
 QC1011* NAVD 88     -      1145.3    (meters)    3758.     (feet)  VERTCON   
 QC1011  ___________________________________________________________________
 QC1011  LAPLACE CORR-           3.10  (seconds)                    DEFLEC99
 QC1011  GEOID HEIGHT-         -18.69  (meters)                     GEOID03
 QC1011  HORZ ORDER  -  SECOND
 QC1011
 QC1011.The horizontal coordinates were established by classical geodetic methods
 QC1011.and adjusted by the National Geodetic Survey in October 1991.
 QC1011
 QC1011.The NAVD 88 height was computed by applying the VERTCON shift value to
 QC1011.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QC1011
 QC1011.The Laplace correction was computed from DEFLEC99 derived deflections.
 QC1011
 QC1011.The geoid height was determined by GEOID03.
 QC1011
 QC1011;                    North         East     Units Scale Factor Converg.
 QC1011;SPC OR N     -    85,874.142 2,585,123.211   MT  0.99997609   +0 45 29.7
 QC1011;SPC OR N     -   281,739.31  8,481,375.36   iFT  0.99997609   +0 45 29.7
 QC1011;UTM  11      - 4,922,994.313   306,538.427   MT  1.00006030   -1 42 08.3
 QC1011
 QC1011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QC1011!SPC OR N     -   0.99982339  x   0.99997609  =   0.99979948
 QC1011!UTM  11      -   0.99982339  x   1.00006030  =   0.99988368
 QC1011
 QC1011|---------------------------------------------------------------------|
 QC1011| PID    Reference Object                     Distance      Geod. Az  |
 QC1011|                                                           dddmmss.s |
 QC1011| CD6546 FLAT RM 1                            10.522 METERS 07333     |
 QC1011| CD6547 FLAT RM 2                             8.280 METERS 20023     |
 QC1011| QC0309 HWY 28 STA 406+00 POT AHD 38RT      APPROX. 4.3 KM 3251654.4 |
 QC1011|---------------------------------------------------------------------|
 QC1011
 QC1011                          SUPERSEDED SURVEY CONTROL
 QC1011
 QC1011  NAD 83(1986)-  44 26 03.77589(N)    119 25 50.90313(W) AD(       ) 2
 QC1011  NAD 27      -  44 26 04.24600(N)    119 25 47.00400(W) AD(       ) 2
 QC1011  NGVD 29 (07/19/86) 1144.1    (m)         3754.     (f) VERT ANG    3  
 QC1011
 QC1011.Superseded values are not recommended for survey control.
 QC1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC1011.See file dsdata.txt to determine how the superseded data were derived.
 QC1011
 QC1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK0653822994(NAD 83)
 QC1011_MARKER: Z = SEE DESCRIPTION
 QC1011_SETTING: 0 = UNSPECIFIED SETTING
 QC1011
 QC1011  HISTORY     - Date     Condition        Report By
 QC1011  HISTORY     - 1945     MONUMENTED       USGS
 QC1011
 QC1011                          STATION DESCRIPTION
 QC1011
 QC1011'DESCRIBED BY US GEOLOGICAL SURVEY 1945 (JCT)
 QC1011'THE STATION IS LOCATED APPROXIMATELY 6 MILES EAST AND 2 MILES
 QC1011'SOUTH OF DAYVILLE, ABOUT 1 MILE SOUTH OF THE JOHN DAY RIVER AT
 QC1011'ITS NEAREST POINT AND ABOUT 0.5 MILE WEST OF FLAT CREEK.  IT IS
 QC1011'ON TOP OF A ROCKY PLATEAU 0.25 MILE NORTH OF A PROMINENT ROCKY
 QC1011'KNOLL, AT THE NORTHWEST EDGE OF A PATCH OF SAGE BRUSH AND ABOUT
 QC1011'55 PACES EAST OT THE WEST EDGE OF THE RIDGE AT A LONE JUNIPER
 QC1011'TREE.  IT IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK CEMENTED
 QC1011'IN A DRILL HOLE IN A 12 BY 18 INCH ROCK OUTCROP PROJECTING
 QC1011'ABOUT 3 INCHES AND STAMPED FLAT 1940.
 QC1011'
 QC1011'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION, IN A 1 FOOT
 QC1011'SQUARE ROCK OUTCROP FLUSH WITH THE SURFACE OF THE GROUND AND IS
 QC1011'STAMPED FLAT USGS NO 1 1945.
 QC1011'
 QC1011'REFERENCE MARK NO. 2 IS SOUTH BY WEST OF THE STATION IN ROCK
 QC1011'OUTCROP PROJECTING ABOUT 3 INCHES AND IS STAMPED FLAT USGS
 QC1011'NO 2 1945.
 QC1011'
 QC1011'THE AZIMUTH MARK FOR THIS STATION IS TRIANGULATION P.O.T. (OSHD).
 QC1011'
 QC1011'TO REACH THE STATION FROM THE SOUTH FORK OF THE JOHN DAY RIVER
 QC1011'IN DAYVILLE GO EAST ON U.S. HIGHWAY NO 28 FOR 3.2 MILES TO A
 QC1011'BRIDGE OVER THE JOHN DAY RIVER AND A ROAD AND BOARD GATE ON THE
 QC1011'RIGHT.  TURN RIGHT THROUGH THE GATE AND GO 0.65 MILE TO A GATE
 QC1011'AT CORRALS AND RANCH HOUSE.  PASS THROUGH GATE, TURN LEFT AND
 QC1011'FOLLOW HILLSIDE ROAD FOR 3.15 MILES TO A FORK, TAKE THE RIGHT
 QC1011'FORK AND GO 0.1 MILE TO A GATE.  CONTINUE AHEAD, SOUTHERLY, FOR
 QC1011'0.65 MILE TO A DESERTED RANCH HOUSE AND THE END OF TRUCK
 QC1011'TRAVEL.  FROM HERE CONTINUE ON FOOT UP RIDGE IN A
 QC1011'SOUTHWESTERLY DIRECTION TO THE SUMMIT, THEN SOUTHWESTERLY
 QC1011'ACROSS GENTLY SLOPING FLAT TO THE STATION AS DESCRIBED.
 QC1011'ABOUT A 45 MINUTE PACK.
 QC1011'
 QC1011'A 4 WHEEL DRIVE TRUCK CAN BE DRIVEN TO THE STATION SITE.  FROM
 QC1011'THE DESERTED RANCH HOUSE GO THROUGH GATE AT THE SOUTHEAST
 QC1011'CORNER OF LOT AND FOLLOW ROAD UP FLAT CREEK FOR 1.8 MILES TO
 QC1011'SECOND CREEK CROSSING, CONTINUE ON ROAD FOR 0.1 MILE THEN TURN
 QC1011'RIGHT ACROSS SMALL DRAW AND GO UP SOUTH SIDE OF A DRAW FOR 0.6
 QC1011'MILE.  HERE CROSS DRAW AND GO WESTERLY FOR 0.1 MILE TO TOP OF
 QC1011'RIDGE.  TURN RIGHT AND FOLLOW HIGHEST PART OF RIDGE NORTHERLY
 QC1011'FOR 1.35 MILES TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1130 ***********************************************************************
 OA1130  DESIGNATION -  FLAT
 OA1130  PID         -  OA1130
 OA1130  STATE/COUNTY-  OR/DOUGLAS
 OA1130  USGS QUAD   -  REEDSPORT (1985)
 OA1130
 OA1130                         *CURRENT SURVEY CONTROL
 OA1130  ___________________________________________________________________
 OA1130* NAD 83(1991)-  43 43 16.12934(N)    124 06 42.20989(W)     ADJUSTED  
 OA1130* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 OA1130  ___________________________________________________________________
 OA1130  LAPLACE CORR-          12.95  (seconds)                    DEFLEC99
 OA1130  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 OA1130  HORZ ORDER  -  THIRD
 OA1130
 OA1130.The horizontal coordinates were established by classical geodetic methods
 OA1130.and adjusted by the National Geodetic Survey in October 1991.
 OA1130
 OA1130.The orthometric height was scaled from a topographic map.
 OA1130
 OA1130.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1130
 OA1130.The geoid height was determined by GEOID03.
 OA1130
 OA1130;                    North         East     Units Scale Factor Converg.
 OA1130;SPC OR S     -   234,495.743 1,209,071.343   MT  0.99994108   -2 28 15.4
 OA1130;SPC OR S     -   769,342.99  3,966,769.50   iFT  0.99994108   -2 28 15.4
 OA1130;UTM  10      - 4,841,502.499   410,451.788   MT  0.99969863   -0 46 06.3
 OA1130
 OA1130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1130!SPC OR S     -   1.00000343  x   0.99994108  =   0.99994451
 OA1130!UTM  10      -   1.00000343  x   0.99969863  =   0.99970206
 OA1130
 OA1130|---------------------------------------------------------------------|
 OA1130| PID    Reference Object                     Distance      Geod. Az  |
 OA1130|                                                           dddmmss.s |
 OA1130| OA1118 BOOM                                353.992 METERS 02300     |
 OA1130| OA1125 SLIM                                APPROX. 0.9 KM 1934920.5 |
 OA1130| OA1172 LEED ISLAND LIGHT                   APPROX. 1.2 KM 2784430.7 |
 OA1130|---------------------------------------------------------------------|
 OA1130
 OA1130                          SUPERSEDED SURVEY CONTROL
 OA1130
 OA1130  NAD 83(1986)-  43 43 16.13315(N)    124 06 42.25816(W) AD(       ) 3
 OA1130  NAD 27      -  43 43 16.70600(N)    124 06 37.84500(W) AD(       ) 3
 OA1130
 OA1130.Superseded values are not recommended for survey control.
 OA1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1130.See file dsdata.txt to determine how the superseded data were derived.
 OA1130
 OA1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP1045241502(NAD 83)
 OA1130
 OA1130  HISTORY     - Date     Condition        Report By
 OA1130  HISTORY     - 1920     MONUMENTED       CGS
 OA1130  HISTORY     - 1948     SEE DESCRIPTION  CGS
 OA1130
 OA1130                          STATION DESCRIPTION
 OA1130
 OA1130'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (OWS)
 OA1130'THIS STATION IS ON THE MARSHY ISLAND OPPOSITE SOUTHERN END OF
 OA1130'GARDINER, ABOUT 25 METERS FROM EASTERN SHORE.
 OA1130'
 OA1130'STATION IS MARKED BY A STAKE.
 OA1130
 OA1130                          STATION RECOVERY (1948)
 OA1130
 OA1130'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RAE)
 OA1130'A THOROUGH SEARCH WAS MADE FOR THE STATION BUT IT WAS NOT
 OA1130'FOUND.  THE U.S.E. HAVE A FLAGGED TRIPOD IN THE AREA BUT THE
 OA1130'POINT COULD NOT BE IDENTIFIED AS THE STATION.
 OA1130'
 OA1130'THE STATION SHOULD BE CLASSIFIED AS LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1451 ***********************************************************************
 OA1451  DESIGNATION -  FLAT
 OA1451  PID         -  OA1451
 OA1451  STATE/COUNTY-  OR/COOS
 OA1451  USGS QUAD   -  BANDON (1970)
 OA1451
 OA1451                         *CURRENT SURVEY CONTROL
 OA1451  ___________________________________________________________________
 OA1451* NAD 83(1991)-  43 07 16.05608(N)    124 25 38.15295(W)     ADJUSTED  
 OA1451* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 OA1451  ___________________________________________________________________
 OA1451  LAPLACE CORR-          13.10  (seconds)                    DEFLEC99
 OA1451  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 OA1451  HORZ ORDER  -  THIRD
 OA1451
 OA1451.The horizontal coordinates were established by classical geodetic methods
 OA1451.and adjusted by the National Geodetic Survey in October 1991.
 OA1451
 OA1451.The orthometric height was scaled from a topographic map.
 OA1451
 OA1451.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1451
 OA1451.The geoid height was determined by GEOID03.
 OA1451
 OA1451;                    North         East     Units Scale Factor Converg.
 OA1451;SPC OR S     -   169,056.260 1,180,547.478   MT  0.99989495   -2 41 12.6
 OA1451;SPC OR S     -   554,646.52  3,873,187.26   iFT  0.99989495   -2 41 12.6
 OA1451;UTM  10      - 4,775,254.448   383,893.975   MT  0.99976583   -0 58 32.5
 OA1451
 OA1451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1451!SPC OR S     -   1.00000355  x   0.99989495  =   0.99989850
 OA1451!UTM  10      -   1.00000355  x   0.99976583  =   0.99976938
 OA1451
 OA1451|---------------------------------------------------------------------|
 OA1451| PID    Reference Object                     Distance      Geod. Az  |
 OA1451|                                                           dddmmss.s |
 OA1451| OA1449 COQUILLE RIVER LH                   392.660 METERS 03837     |
 OA1451| OA1472 BANDON WEST BASE                    APPROX. 0.7 KM 0933406.9 |
 OA1451| OA1446 POINT 2                             402.535 METERS 1073325.7 |
 OA1451| OA1452 PEAK                                380.733 METERS 18255     |
 OA1451| OA0423 QUARRY                              339.830 METERS 19725     |
 OA1451| OA1455 OCEAN                               395.836 METERS 22716     |
 OA1451|---------------------------------------------------------------------|
 OA1451
 OA1451                          SUPERSEDED SURVEY CONTROL
 OA1451
 OA1451  NAD 83(1986)-  43 07 16.04235(N)    124 25 38.20079(W) AD(       ) 3
 OA1451  NAD 27      -  43 07 16.65300(N)    124 25 33.79700(W) AD(       ) 3
 OA1451
 OA1451.Superseded values are not recommended for survey control.
 OA1451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1451.See file dsdata.txt to determine how the superseded data were derived.
 OA1451
 OA1451_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN8389475254(NAD 83)
 OA1451
 OA1451  HISTORY     - Date     Condition        Report By
 OA1451  HISTORY     - 1937     MONUMENTED       ORDT
 OA1451  HISTORY     - 1948     SEE DESCRIPTION  CGS
 OA1451  HISTORY     - 20030711 MARK NOT FOUND   USPSQD
 OA1451
 OA1451                          STATION DESCRIPTION
 OA1451
 OA1451'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1937
 OA1451'AT SE CORNER BLOCK 26 OF BREAKWATER ADDITION.
 OA1451'
 OA1451'STATION MARK IS AN IRON PIPE SET IN CONCRETE MONUMENT.
 OA1451
 OA1451                          STATION RECOVERY (1948)
 OA1451
 OA1451'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RAE)
 OA1451'A THOROUGH SEARCH WAS MADE FOR THE STATION BUT IT COULD NOT BE
 OA1451'FOUND.  THE COUNTY SURVEYOR FOR COOS COUNTY WAS CONTACTED AND
 OA1451'SAID THAT HE HAD NOT BEEN ABLE TO LOCATE THE STATION DURING HIS
 OA1451'SURVEYS IN THE AREA.
 OA1451'
 OA1451'IT IS RECOMMENDED THAT THE STATION BE CONSIDERED LOST.
 OA1451
 OA1451                          STATION RECOVERY (2003)
 OA1451
 OA1451'RECOVERY NOTE BY US POWER SQUADRON 2003 (AES)
 OA1451'NOT FOUND. GPS  INDICATES POSITION OF THIS MARK WOULD BE UNDER PAVED
 OA1451'STREET LEADING TO COQUILLE RIVER SOUTH JETTY.
 OA1451' 
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2343 ***********************************************************************
 QE2343  DESIGNATION -  FLAT
 QE2343  PID         -  QE2343
 QE2343  STATE/COUNTY-  OR/LINCOLN
 QE2343  USGS QUAD   -  TOLEDO SOUTH (1984)
 QE2343
 QE2343                         *CURRENT SURVEY CONTROL
 QE2343  ___________________________________________________________________
 QE2343* NAD 83(1991)-  44 36 35.62963(N)    123 56 46.88433(W)     ADJUSTED  
 QE2343* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 QE2343  ___________________________________________________________________
 QE2343  LAPLACE CORR-          14.61  (seconds)                    DEFLEC99
 QE2343  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 QE2343  HORZ ORDER  -  THIRD
 QE2343
 QE2343.The horizontal coordinates were established by classical geodetic methods
 QE2343.and adjusted by the National Geodetic Survey in October 1991.
 QE2343
 QE2343.The orthometric height was scaled from a topographic map.
 QE2343
 QE2343.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2343
 QE2343.The geoid height was determined by GEOID03.
 QE2343
 QE2343;                    North         East     Units Scale Factor Converg.
 QE2343;SPC OR N     -   110,647.654 2,226,526.991   MT  0.99994183   -2 26 38.8
 QE2343;SPC OR N     -   363,017.24  7,304,878.58   iFT  0.99994183   -2 26 38.8
 QE2343;UTM  10      - 4,940,051.936   424,908.175   MT  0.99966934   -0 39 52.7
 QE2343
 QE2343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2343!SPC OR N     -   1.00000301  x   0.99994183  =   0.99994484
 QE2343!UTM  10      -   1.00000301  x   0.99966934  =   0.99967235
 QE2343
 QE2343:                Primary Azimuth Mark                     Grid Az
 QE2343:SPC OR N     -  TOLEDO BEACON 12                         004 46 01.7
 QE2343:UTM  10      -  TOLEDO BEACON 12                         002 59 15.6
 QE2343
 QE2343|---------------------------------------------------------------------|
 QE2343| PID    Reference Object                     Distance      Geod. Az  |
 QE2343|                                                           dddmmss.s |
 QE2343| QE2344 TOLEDO BEACON 12                    APPROX. 0.6 KM 0021922.9 |
 QE2343| QE2336 LAUNCH                              475.869 METERS 0231936.1 |
 QE2343| QE2380 FRONT RANGE 7                       265.212 METERS 23305     |
 QE2343| QE2387 REAR RANGE 7                        266.280 METERS 24516     |
 QE2343| QE2386 HIGH                                262.809 METERS 26022     |
 QE2343| QE2385 FRONT RANGE 8                       450.238 METERS 3184151.3 |
 QE2343| QE2367 REAR RANGE 8                        485.575 METERS 3202726.6 |
 QE2343| QE2349 TOLEDO BEACON 10                    APPROX. 0.5 KM 3405501.5 |
 QE2343| QE2348 SAW                                 APPROX. 0.7 KM 3441156.9 |
 QE2343|---------------------------------------------------------------------|
 QE2343
 QE2343                          SUPERSEDED SURVEY CONTROL
 QE2343
 QE2343  NAD 83(1986)-  44 36 35.66293(N)    123 56 46.94823(W) AD(       ) 3
 QE2343  NAD 27      -  44 36 36.26700(N)    123 56 42.58000(W) AD(       ) 3
 QE2343
 QE2343.Superseded values are not recommended for survey control.
 QE2343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2343.See file dsdata.txt to determine how the superseded data were derived.
 QE2343
 QE2343_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ2490840052(NAD 83)
 QE2343_MARKER: Z = SEE DESCRIPTION
 QE2343_SETTING: 0 = UNSPECIFIED SETTING
 QE2343_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE2343
 QE2343  HISTORY     - Date     Condition        Report By
 QE2343  HISTORY     - 1914     MONUMENTED       CGS
 QE2343  HISTORY     - 1953     SEE DESCRIPTION  CGS
 QE2343
 QE2343                          STATION DESCRIPTION
 QE2343
 QE2343'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (JWM)
 QE2343'THE STATION IS ABOUT 1 MILE S OF TOLEDO, ON THE TIDE FLATS ABOUT
 QE2343'64 PACES FROM THE HIGH-WATER MARK.
 QE2343'
 QE2343'THE STATION IS MARKED BY A STANDARD DISK SET IN A 1-INCH IRON
 QE2343'PIPE 1 FOOT LONG, THE WHOLE BEING SET IN A PIER OF CONCRETE 10
 QE2343'INCHES IN DIAMETER AND 2-1/2 FEET DEEP.
 QE2343'
 QE2343'THERE IS A STANDARD DISK REFERENCE MARK, 3.05 METERS E (MAGNETIC).
 QE2343
 QE2343                          STATION RECOVERY (1953)
 QE2343
 QE2343'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (FAR)
 QE2343'A SEARCH OF THE VICINITY DID NOT REVEAL THE STATION OR THE
 QE2343'REFERENCE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3844 ***********************************************************************
 RD3844  DESIGNATION -  FLAT 1913
 RD3844  PID         -  RD3844
 RD3844  STATE/COUNTY-  OR/COLUMBIA
 RD3844  USGS QUAD   -  DEER ISLAND (1990)
 RD3844
 RD3844                         *CURRENT SURVEY CONTROL
 RD3844  ___________________________________________________________________
 RD3844* NAD 83(1991)-  45 58 43.59865(N)    122 50 33.26245(W)     ADJUSTED  
 RD3844* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 RD3844  ___________________________________________________________________
 RD3844  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 RD3844  GEOID HEIGHT-         -21.92  (meters)                     GEOID03
 RD3844  HORZ ORDER  -  THIRD
 RD3844
 RD3844.The horizontal coordinates were established by classical geodetic methods
 RD3844.and adjusted by the National Geodetic Survey in October 1991.
 RD3844
 RD3844.The orthometric height was scaled from a topographic map.
 RD3844
 RD3844.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3844
 RD3844.The geoid height was determined by GEOID03.
 RD3844
 RD3844;                    North         East     Units Scale Factor Converg.
 RD3844;SPC OR N     -   259,567.433 2,318,493.613   MT  0.99999467   -1 39 40.8
 RD3844;SPC OR N     -   851,599.19  7,606,606.34   iFT  0.99999467   -1 39 40.8
 RD3844;SPC WA S     -    74,436.619   318,499.304   MT  0.99997020   -1 42 05.9
 RD3844;SPC WA S     -   244,214.14  1,044,943.13   sFT  0.99997020   -1 42 05.9
 RD3844;UTM  10      - 5,091,701.567   512,194.604   MT  0.99960183   +0 06 47.5
 RD3844
 RD3844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3844!SPC OR N     -   1.00000328  x   0.99999467  =   0.99999795
 RD3844!SPC WA S     -   1.00000328  x   0.99997020  =   0.99997348
 RD3844!UTM  10      -   1.00000328  x   0.99960183  =   0.99960511
 RD3844
 RD3844:                Primary Azimuth Mark                     Grid Az
 RD3844:SPC OR N     -  CHIMNEY WHITE HSE 1913                   065 21 34.0
 RD3844:SPC WA S     -  CHIMNEY WHITE HSE 1913                   065 23 59.1
 RD3844:UTM  10      -  CHIMNEY WHITE HSE 1913                   063 35 05.7
 RD3844
 RD3844|---------------------------------------------------------------------|
 RD3844| PID    Reference Object                     Distance      Geod. Az  |
 RD3844|                                                           dddmmss.s |
 RD3844| RD3840 CHIMNEY WHITE HSE 1913              APPROX. 0.9 KM 0634153.2 |
 RD3844| RD3842 HOFFMAN LANDING LT 1913             APPROX. 1.1 KM 1012335.3 |
 RD3844| RD3821 DAY MARK ON TREE 1913               APPROX. 2.1 KM 1174112.1 |
 RD3844| RD3830 BYBEE LANDING LT 1913               APPROX. 2.3 KM 1213059.2 |
 RD3844| RD3852 LARGE TREE TOP OUT 1913             APPROX. 2.8 KM 1221848.0 |
 RD3844| RD3896 DARK PILE DAY MARK 1913             APPROX. 3.9 KM 1313436.8 |
 RD3844| CE2546 FLAT RM NO 1 1913                    19.507 METERS 22651     |
 RD3844| RD3811 LARGE BLACK OIL TANK                APPROX. 2.7 KM 3122258.5 |
 RD3844| RD3810 SANDY ISLAND CHANNEL RNG F LT       APPROX. 3.1 KM 3144235.7 |
 RD3844| SC1342 ENTERPRISE LANDING FRONT LIGHT      APPROX. 3.5 KM 3160503.1 |
 RD3844| SC1409 RED BARN CUP 1913                   APPROX. 6.6 KM 3174318.1 |
 RD3844| SC1329 CHURCH GOBLE 1913                   APPROX. 4.9 KM 3274025.1 |
 RD3844| SC1374 SANDY ISLAND HOUSE PIPE             APPROX. 3.6 KM 3323713.6 |
 RD3844| RD3802 AHLE PT LT 1913                     APPROX. 2.1 KM 3553626.2 |
 RD3844| SC1364 KALAMA                              APPROX. 2.9 KM 3561027.5 |
 RD3844| RD3847 SHINGLE MILL STACK AHLE 1913        APPROX. 2.2 KM 3562645.4 |
 RD3844|---------------------------------------------------------------------|
 RD3844
 RD3844                          SUPERSEDED SURVEY CONTROL
 RD3844
 RD3844  NAD 83(1986)-  45 58 43.61664(N)    122 50 33.25862(W) AD(       ) 3
 RD3844  NAD 27      -  45 58 44.20100(N)    122 50 28.87200(W) AD(       ) 3
 RD3844
 RD3844.Superseded values are not recommended for survey control.
 RD3844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3844.See file dsdata.txt to determine how the superseded data were derived.
 RD3844
 RD3844_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1219591702(NAD 83)
 RD3844_MARKER: Z = SEE DESCRIPTION
 RD3844_SETTING: 0 = UNSPECIFIED SETTING
 RD3844
 RD3844  HISTORY     - Date     Condition        Report By
 RD3844  HISTORY     - 1913     MONUMENTED       CGS
 RD3844  HISTORY     - 1930     SEE DESCRIPTION  USGS
 RD3844
 RD3844                          STATION DESCRIPTION
 RD3844
 RD3844'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (EBL)
 RD3844'STATION IS ON DEER ISLAND, APPROXIMATELY MIDWAY BETWEEN DEER ISLAND
 RD3844'POINT AND DEER ISLAND SLOUGH, ON A SAND FLAT 10 METERS FROM THE
 RD3844'RIVER SHORE.  THE STATION IS MARKED BY A STANDARD DISK STATION
 RD3844'MARK SET IN AN IRREGULAR PIER OF CONCRETE, THE TOP OF WHICH IS
 RD3844'SPHERICAL IN SHAPE AND PROJECTS FROM 6 TO 8 INCHES ABOVE THE
 RD3844'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A GLASS BOTTLE
 RD3844'SET NECK DOWN IN CONCRETE FROM 2-1/2 TO 3 FEET BELOW THE
 RD3844'SURFACE.  REFERENCE MARK NO.1 IS A SECTION OF GALVANIZED-IRON
 RD3844'PIPE FILLED WITH EARTH AND CEMENT AND SET IN CONCRETE WITH A
 RD3844'COPPER TACK IN ITS UPPER SURFACE, AND NO.2 IS MARKED BY A
 RD3844'STANDARD REFERENCE MARK DISK SET IN AN IRREGULAR PIER OF
 RD3844'CONCRETE, PROJECTING FROM 6 TO 8 INCHES ABOVE THE SURFACE OF THE
 RD3844'GROUND.  THERE IS NO UNDERGROUND MARK.
 RD3844
 RD3844                          STATION RECOVERY (1930)
 RD3844
 RD3844'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1930
 RD3844'STATION IS ON THE EASTERLY SHORE OF DEER ISLAND, ABOUT 1.2 MILES
 RD3844'NORTHWESTERLY FROM DEER ISLAND POINT, ON A SAND FLAT ABOUT 10
 RD3844'METERS FROM THE COLUMBIA RIVER.
 RD3844'
 RD3844'THE STATION IS MARKED WITH A STANDARD DISK IN CONCRETE, NOTE
 RD3844'1C, WITH AN UNDERGROUND MARK CONSISTING OF A BOTTLE BEDDED NECK
 RD3844'DOWN IN CONCRETE.
 RD3844'
 RD3844'REFERENCE MARK NO.1, CONSISTING OF A COPPER TACK IN A SECTION OF
 RD3844'PIPE SET IN CONCRETE IS 21.0 METERS (64.0 FEET) FROM THE STATION
 RD3844'IN AZIMUTH 46 DEG 51 MIN 21 SEC, AND REFERENCE MARK NO.2,
 RD3844'CONSISTING OF A DISK IN CONCRETE, NOTE 11C, IS 36.10 METERS
 RD3844'(118.4 FEET) DISTANT IN AZIMUTH 46 DEG 51 MIN 21 SEC.
 RD3844'
 RD3844'THE STATION COULD NOT BE FOUND IN 1930, ALTHOUGH NO REPORT WAS
 RD3844'MADE AS TO THE REFERENCE MARKS.
 RD3844'
 RD3844'U.S.G.S. FIELD SHEETS SAYS STATION GONE 1930.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB1334 ***********************************************************************
 RB1334  DESIGNATION -  FLAT LAKE LOOKOUT TOWER
 RB1334  PID         -  RB1334
 RB1334  STATE/COUNTY-  OR/UNION
 RB1334  USGS QUAD   -  MC INTYRE CREEK (1995)
 RB1334
 RB1334                         *CURRENT SURVEY CONTROL
 RB1334  ___________________________________________________________________
 RB1334* NAD 83(1991)-  45 21 28.90970(N)    118 25 13.95813(W)     ADJUSTED  
 RB1334* NAVD 88     -              **(meters)            **(feet)            
 RB1334  ___________________________________________________________________
 RB1334  LAPLACE CORR-           3.73  (seconds)                    DEFLEC99
 RB1334  GEOID HEIGHT-         -18.06  (meters)                     GEOID03
 RB1334  HORZ ORDER  -  THIRD
 RB1334
 RB1334.The horizontal coordinates were established by classical geodetic methods
 RB1334.and adjusted by the National Geodetic Survey in October 1991.
 RB1334
 RB1334
 RB1334.The Laplace correction was computed from DEFLEC99 derived deflections.
 RB1334
 RB1334.The geoid height was determined by GEOID03.
 RB1334
 RB1334;                    North         East     Units Scale Factor Converg.
 RB1334;SPC OR N     -   190,043.843 2,662,899.933   MT  0.99990003   +1 28 29.0
 RB1334;SPC OR N     -   623,503.42  8,736,548.34   iFT  0.99990003   +1 28 29.0
 RB1334;UTM  11      - 5,023,705.757   388,739.001   MT  0.99975220   -1 00 39.0
 RB1334
 RB1334                          SUPERSEDED SURVEY CONTROL
 RB1334
 RB1334  NAD 83(1986)-  45 21 28.91293(N)    118 25 13.95187(W) AD(       ) 4
 RB1334  NAD 27      -  45 21 29.44352(N)    118 25 10.08688(W) AD(       ) 3
 RB1334
 RB1334.Superseded values are not recommended for survey control.
 RB1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1334.See file dsdata.txt to determine how the superseded data were derived.
 RB1334
 RB1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL8873923706(NAD 83)
 RB1334
 RB1334  HISTORY     - Date     Condition        Report By
 RB1334  HISTORY     - 1936     MONUMENTED       USFS
 RB1334
 RB1334                          STATION DESCRIPTION
 RB1334
 RB1334'DESCRIBED BY US FOREST SERVICE 1936
 RB1334'THIS INTERSECTION STATION IS THE CENTER OF THE LOOKOUT TOWER,
 RB1334'SITUATED ABOUT 7 MILES S OF KAMELA.
 RB1334'
 RB1334'TO REACH STATION, DRIVE S FROM KAMELA 7 MILES TO FLAT LAKE
 RB1334'GUARD STATION, TURN E AND DRIVE ABOUT 1 MILE TO LOOKOUT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0981 ***********************************************************************
 RC0981  DESIGNATION -  FLAT RM 1
 RC0981  PID         -  RC0981
 RC0981  STATE/COUNTY-  OR/WASCO
 RC0981  USGS QUAD   -  THE DALLES SOUTH (1994)
 RC0981
 RC0981                         *CURRENT SURVEY CONTROL
 RC0981  ___________________________________________________________________
 RC0981* NAD 83(1986)-  45 37 20.     (N)    121 12 40.     (W)     SCALED    
 RC0981* NAVD 88     -        45.029  (meters)     147.73   (feet)  ADJUSTED  
 RC0981  ___________________________________________________________________
 RC0981  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 RC0981  DYNAMIC HT  -          45.028 (meters)     147.73  (feet)  COMP
 RC0981  MODELED GRAV-     980,598.5   (mgal)                       NAVD 88
 RC0981
 RC0981  VERT ORDER  -  SECOND    CLASS 0
 RC0981
 RC0981.The horizontal coordinates were scaled from a topographic map and have
 RC0981.an estimated accuracy of +/- 6 seconds.
 RC0981
 RC0981.The orthometric height was determined by differential leveling
 RC0981.and adjusted in June 1991.
 RC0981
 RC0981.The geoid height was determined by GEOID03.
 RC0981
 RC0981.The dynamic height is computed by dividing the NAVD 88
 RC0981.geopotential number by the normal gravity value computed on the
 RC0981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0981.degrees latitude (g = 980.6199 gals.).
 RC0981
 RC0981.The modeled gravity was interpolated from observed gravity values.
 RC0981
 RC0981;                    North         East    Units  Estimated Accuracy
 RC0981;SPC OR N     -   217,550.    2,444,550.      MT  (+/- 180 meters Scaled)
 RC0981
 RC0981                          SUPERSEDED SURVEY CONTROL
 RC0981
 RC0981  NGVD 29 (??/??/92)   44.025  (m)          144.44   (f) ADJ UNCH    2 0
 RC0981
 RC0981.Superseded values are not recommended for survey control.
 RC0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0981.See file dsdata.txt to determine how the superseded data were derived.
 RC0981
 RC0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR394536(NAD 83)
 RC0981_MARKER: DR = REFERENCE MARK DISK
 RC0981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC0981_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC0981_STAMPING: FLAT NO 1 1957
 RC0981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0981+STABILITY: SURFACE MOTION
 RC0981
 RC0981  HISTORY     - Date     Condition        Report By
 RC0981  HISTORY     - 1957     MONUMENTED       CGS
 RC0981  HISTORY     - 1960     GOOD             NGS
 RC0981
 RC0981                          STATION DESCRIPTION
 RC0981
 RC0981'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 RC0981'1.9 MI NW FROM THE DALLES.
 RC0981'1.9 MILES NORTHWEST ALONG THE OLD HIGHWAY (U.S. HIGHWAY 30) FROM THE
 RC0981'POST OFFICE AT THE DALLES, 60-YARDS SOUTHEAST OF A PRIVATE ROAD
 RC0981'LEADING NORTHEAST ACROSS THE RAIL ROAD TRACKS TO THE HARVEY ALUMINUM
 RC0981'PLANT, 30-FEET NORTHEAST OF THE CENTER LINE OF THE OLD HIGHWAY,
 RC0981'21-FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE UNION PACIFIC RAILROAD
 RC0981'TRACKS, 1-FOOT WEST OF A WHITE WITNESS POST, SET IN TOP OF A CONCRETE
 RC0981'POST FLUSH WITH THE GROUND.  45.3 FEET SOUTHEAST OF FLAT TRIANGULATION
 RC0981'STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0979 ***********************************************************************
 RC0979  DESIGNATION -  FLAT RM 2
 RC0979  PID         -  RC0979
 RC0979  STATE/COUNTY-  OR/WASCO
 RC0979  USGS QUAD   -  THE DALLES SOUTH (1994)
 RC0979
 RC0979                         *CURRENT SURVEY CONTROL
 RC0979  ___________________________________________________________________
 RC0979* NAD 83(1986)-  45 37 20.     (N)    121 12 40.     (W)     SCALED    
 RC0979* NAVD 88     -        45.153  (meters)     148.14   (feet)  ADJUSTED  
 RC0979  ___________________________________________________________________
 RC0979  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 RC0979  DYNAMIC HT  -          45.152 (meters)     148.14  (feet)  COMP
 RC0979  MODELED GRAV-     980,598.5   (mgal)                       NAVD 88
 RC0979
 RC0979  VERT ORDER  -  SECOND    CLASS 0
 RC0979
 RC0979.The horizontal coordinates were scaled from a topographic map and have
 RC0979.an estimated accuracy of +/- 6 seconds.
 RC0979
 RC0979.The orthometric height was determined by differential leveling
 RC0979.and adjusted in June 1991.
 RC0979
 RC0979.The geoid height was determined by GEOID03.
 RC0979
 RC0979.The dynamic height is computed by dividing the NAVD 88
 RC0979.geopotential number by the normal gravity value computed on the
 RC0979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0979.degrees latitude (g = 980.6199 gals.).
 RC0979
 RC0979.The modeled gravity was interpolated from observed gravity values.
 RC0979
 RC0979;                    North         East    Units  Estimated Accuracy
 RC0979;SPC OR N     -   217,550.    2,444,550.      MT  (+/- 180 meters Scaled)
 RC0979
 RC0979                          SUPERSEDED SURVEY CONTROL
 RC0979
 RC0979  NGVD 29 (??/??/92)   44.149  (m)          144.85   (f) ADJ UNCH    2 0
 RC0979
 RC0979.Superseded values are not recommended for survey control.
 RC0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0979.See file dsdata.txt to determine how the superseded data were derived.
 RC0979
 RC0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR394536(NAD 83)
 RC0979_MARKER: DR = REFERENCE MARK DISK
 RC0979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC0979_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC0979_STAMPING: FLAT NO 2 1957
 RC0979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0979+STABILITY: SURFACE MOTION
 RC0979
 RC0979  HISTORY     - Date     Condition        Report By
 RC0979  HISTORY     - 1957     MONUMENTED       CGS
 RC0979  HISTORY     - 1960     MARK NOT FOUND   NGS
 RC0979
 RC0979                          STATION DESCRIPTION
 RC0979
 RC0979'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 RC0979'1.9 MI NW FROM THE DALLES.
 RC0979'1.9 MILES NORTHWEST ALONG U.S. HIGHWAY 30 FROM THE POST OFFICE AT THE
 RC0979'DALLES, IN T 2 N-R 13 E, 0.25 MILE SOUTHEAST OF THE CHENOWETH LOOP
 RC0979'ROAD LEADING SOUTHWEST, 0.05 MILE SOUTHEAST OF A PRIVATE ROAD LEADING
 RC0979'NORTHEAST ACROSS RAILROAD TRACKS, AT HIGHWAY MILEPOST 81, 41.9 FEET
 RC0979'NORTHWEST OF FLAT TRANGULATION STATION, 30.7 FEET NORTHEAST OF THE
 RC0979'CENTER LINE OF THE HIGHWAY, 20.4 FEET SOUTHWEST OF THE SOUTHWEST RAIL
 RC0979'OF THE UNION PACIFIC RAILROAD TRACKS, ABOUT LEVEL WITH THE HIGHWAY,
 RC0979'AND SET IN A CONCRETE POST FLUSH WITH THE GROUND.
 RC0979
 RC0979                          STATION RECOVERY (1960)
 RC0979
 RC0979'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 RC0979'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0978 ***********************************************************************
 RC0978  DESIGNATION -  FLAT RM 3
 RC0978  PID         -  RC0978
 RC0978  STATE/COUNTY-  OR/WASCO
 RC0978  USGS QUAD   -  THE DALLES SOUTH (1994)
 RC0978
 RC0978                         *CURRENT SURVEY CONTROL
 RC0978  ___________________________________________________________________
 RC0978* NAD 83(1986)-  45 37 20.     (N)    121 12 40.     (W)     SCALED    
 RC0978* NAVD 88     -        44.956  (meters)     147.49   (feet)  ADJUSTED  
 RC0978  ___________________________________________________________________
 RC0978  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 RC0978  DYNAMIC HT  -          44.955 (meters)     147.49  (feet)  COMP
 RC0978  MODELED GRAV-     980,598.5   (mgal)                       NAVD 88
 RC0978
 RC0978  VERT ORDER  -  FIRST     CLASS II
 RC0978
 RC0978.The horizontal coordinates were scaled from a topographic map and have
 RC0978.an estimated accuracy of +/- 6 seconds.
 RC0978
 RC0978.The orthometric height was determined by differential leveling
 RC0978.and adjusted in June 1991.
 RC0978
 RC0978.The geoid height was determined by GEOID03.
 RC0978
 RC0978.The dynamic height is computed by dividing the NAVD 88
 RC0978.geopotential number by the normal gravity value computed on the
 RC0978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0978.degrees latitude (g = 980.6199 gals.).
 RC0978
 RC0978.The modeled gravity was interpolated from observed gravity values.
 RC0978
 RC0978;                    North         East    Units  Estimated Accuracy
 RC0978;SPC OR N     -   217,550.    2,444,550.      MT  (+/- 180 meters Scaled)
 RC0978
 RC0978                          SUPERSEDED SURVEY CONTROL
 RC0978
 RC0978.No superseded survey control is available for this station.
 RC0978
 RC0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR394536(NAD 83)
 RC0978_MARKER: DR = REFERENCE MARK DISK
 RC0978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC0978_SP_SET: CONCRETE POST
 RC0978_STAMPING: FLAT NO 3 1957
 RC0978_MARK LOGO: CGS   
 RC0978_PROJECTION: PROJECTING 9 CENTIMETERS
 RC0978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0978+STABILITY: SURFACE MOTION
 RC0978
 RC0978  HISTORY     - Date     Condition        Report By
 RC0978  HISTORY     - 1957     MONUMENTED       CGS
 RC0978  HISTORY     - 1972     GOOD             NGS
 RC0978  HISTORY     - 1987     GOOD             NGS
 RC0978
 RC0978                          STATION DESCRIPTION
 RC0978
 RC0978'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 RC0978'2 MI NW FROM THE DALLES.
 RC0978'REACHED FROM THE DALLES POST OFFICE GO NORTHWEST ON U.S. HIGHWAY 30
 RC0978'FOR 1.1 MILES TO NORTHWEST FRONTAGE ROAD, TURN RIGHT, AND GO NORTH ON
 RC0978'NORTHWEST FRONTAGE ROAD FOR 0.9 MILE TO THE MARK ON THE RIGHT, 47.66
 RC0978'FEET SOUTH-SOUTHEAST OF TRIANGULATION STATION FLAT 1957, 34 FEET
 RC0978'NORTHEAST OF THE CENTER OF NORTHWEST FRONTAGE ROAD, 16 FEET SOUTHWEST
 RC0978'OF THE NEAREST RAIL OF THE RAILROAD TRACKS, 3.5 FEET NORTHWEST OF
 RC0978'TELEPHONE POLE NO. 38, 1.5 FEET SOUTHEAST OF A WITNESS POST, AND 1
 RC0978'FOOT SOUTHWEST OF THE RIGHT-OF-WAY FENCE LINE SET IN A 10-INCH SQUARE
 RC0978'CONCRETE MONUMENT THAT PROJECTS 2 INCHES.
 RC0978
 RC0978                          STATION RECOVERY (1987)
 RC0978
 RC0978'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RC0978'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.2 KM
 RC0978'(2.00 MI) WEST ALONG SECOND STREET FROM THE POST OFFICE IN THE DALLES
 RC0978'TO THE MARK ON THE RIGHT, 10.36 M (34.0 FT) NORTHEAST OF THE STREET
 RC0978'CENTERLINE, 1.06 M (3.5 FT) SOUTHWEST OF A FENCE, 1.03 M (3.4 FT)
 RC0978'NORTH OF A POLE NUMBERED 38.
 RC0978'THE MARK IS 13.8 METERS  S FROM  A WITNESS POST
 RC0978'THE MARK IS ABOVE LEVEL WITH THE STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0977 ***********************************************************************
 RC0977  DESIGNATION -  FLAT RM 5
 RC0977  PID         -  RC0977
 RC0977  STATE/COUNTY-  OR/WASCO
 RC0977  USGS QUAD   -  THE DALLES SOUTH (1994)
 RC0977
 RC0977                         *CURRENT SURVEY CONTROL
 RC0977  ___________________________________________________________________
 RC0977* NAD 83(1986)-  45 37 20.     (N)    121 12 40.     (W)     SCALED    
 RC0977* NAVD 88     -        45.433  (meters)     149.06   (feet)  ADJUSTED  
 RC0977  ___________________________________________________________________
 RC0977  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 RC0977  DYNAMIC HT  -          45.432 (meters)     149.05  (feet)  COMP
 RC0977  MODELED GRAV-     980,598.5   (mgal)                       NAVD 88
 RC0977
 RC0977  VERT ORDER  -  FIRST     CLASS II
 RC0977
 RC0977.The horizontal coordinates were scaled from a topographic map and have
 RC0977.an estimated accuracy of +/- 6 seconds.
 RC0977
 RC0977.The orthometric height was determined by differential leveling
 RC0977.and adjusted in June 1991.
 RC0977
 RC0977.The geoid height was determined by GEOID03.
 RC0977
 RC0977.The dynamic height is computed by dividing the NAVD 88
 RC0977.geopotential number by the normal gravity value computed on the
 RC0977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0977.degrees latitude (g = 980.6199 gals.).
 RC0977
 RC0977.The modeled gravity was interpolated from observed gravity values.
 RC0977
 RC0977;                    North         East    Units  Estimated Accuracy
 RC0977;SPC OR N     -   217,550.    2,444,550.      MT  (+/- 180 meters Scaled)
 RC0977
 RC0977                          SUPERSEDED SURVEY CONTROL
 RC0977
 RC0977.No superseded survey control is available for this station.
 RC0977
 RC0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR394536(NAD 83)
 RC0977_MARKER: DR = REFERENCE MARK DISK
 RC0977_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 RC0977+WITH SETTING: PAVEMENT
 RC0977_SP_SET: LIGHT POLE FOUNDATION
 RC0977_STAMPING: FLAT 1957 NO 5 1972
 RC0977_MARK LOGO: NGS   
 RC0977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0977+STABILITY: SURFACE MOTION
 RC0977
 RC0977  HISTORY     - Date     Condition        Report By
 RC0977  HISTORY     - 1972     MONUMENTED       CGS
 RC0977  HISTORY     - 1987     GOOD             NGS
 RC0977
 RC0977                          STATION DESCRIPTION
 RC0977
 RC0977'DESCRIBED BY COAST AND GEODETIC SURVEY 1972
 RC0977'2 MI NW FROM THE DALLES.
 RC0977'REACHED FROM THE DALLES POST OFFICE GO NORTHWEST ON U.S. HIGHWAY 30
 RC0977'FOR 1.1 MILES TO NORTHWEST FRONTAGE ROAD, TURN RIGHT, AND GO NORTH ON
 RC0977'NORTHWEST FRONTAGE ROAD FOR 0.9 MILE TO THE BENCH MARK ON THE RIGHT,
 RC0977'175 FEET SOUTH OF THE DRIVEWAY TO THE HARVEY ALUMINUM COMPANY PLANT,
 RC0977'72.29 FEET NORTHEAST OF TRIANGULATION STATION FLAT 1957, 28.5 FEET
 RC0977'WEST OF THE FENCE AROUND THE ALUMINUM COMPANY PLANT, 19.5 FEET EAST OF
 RC0977'THE NEAREST RAIL OF THE RAILROAD TRACKS, AND 2.5 FEET ABOVE THE GROUND
 RC0977'CEMENTED IN A DRILL HOLE IN A 3-FOOT SQUARE CONCRETE FORM THAT IS THE
 RC0977'BASE FOR TELEPHONE POLE NO. 3.
 RC0977
 RC0977                          STATION RECOVERY (1987)
 RC0977
 RC0977'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RC0977'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.2 KM
 RC0977'(2.00 MI) WEST ALONG SECOND STREET FROM THE POST OFFICE IN THE DALLES
 RC0977'TO THE MARK ON THE RIGHT, IN THE SOUTHWEST END OF A 3 BY 3 FT SQUARE
 RC0977'CONCRETE BASE FOR TELEPHONE POLE NUMBER 3, 0.60 M (2.0 FT) SOUTHWEST
 RC0977'OF THE POLE, 5.94 M (19.5 FT) NORTHEAST OF THE NORTHEAST RAIL OF THE
 RC0977'UNION PACIFIC RAILROAD, 8.68 M (28.5 FT) SOUTHWEST OF A FENCE AROUND
 RC0977'THE HARVEY ALUMINUM COMPANY.
 RC0977'THE MARK IS 0.76 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1480 ***********************************************************************
 OA1480  DESIGNATION -  FLAT ROCK OFF FIVE MILE POINT
 OA1480  PID         -  OA1480
 OA1480  STATE/COUNTY-  OR/COOS
 OA1480  USGS QUAD   -  BULLARDS (1970)
 OA1480
 OA1480                         *CURRENT SURVEY CONTROL
 OA1480  ___________________________________________________________________
 OA1480* NAD 83(1991)-  43 13 07.36858(N)    124 24 01.38370(W)     ADJUSTED  
 OA1480* NAVD 88     -              **(meters)            **(feet)            
 OA1480  ___________________________________________________________________
 OA1480  LAPLACE CORR-          14.16  (seconds)                    DEFLEC99
 OA1480  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 OA1480  HORZ ORDER  -  THIRD
 OA1480
 OA1480.The horizontal coordinates were established by classical geodetic methods
 OA1480.and adjusted by the National Geodetic Survey in October 1991.
 OA1480
 OA1480
 OA1480.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1480
 OA1480.The geoid height was determined by GEOID03.
 OA1480
 OA1480;                    North         East     Units Scale Factor Converg.
 OA1480;SPC OR S     -   179,782.690 1,183,237.085   MT  0.99989499   -2 40 06.4
 OA1480;SPC OR S     -   589,838.22  3,882,011.43   iFT  0.99989499   -2 40 06.4
 OA1480;UTM  10      - 4,786,054.942   386,261.942   MT  0.99975913   -0 57 32.6
 OA1480
 OA1480                          SUPERSEDED SURVEY CONTROL
 OA1480
 OA1480  NAD 83(1986)-  43 13 07.35894(N)    124 24 01.43260(W) AD(       ) 4
 OA1480  NAD 27      -  43 13 07.97400(N)    124 23 57.03800(W) AD(       ) 3
 OA1480
 OA1480.Superseded values are not recommended for survey control.
 OA1480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1480.See file dsdata.txt to determine how the superseded data were derived.
 OA1480
 OA1480_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN8626286055(NAD 83)
 OA1480
 OA1480  HISTORY     - Date     Condition        Report By
 OA1480  HISTORY     - 1922     MONUMENTED       CGS
 OA1480  HISTORY     - 1974     SEE DESCRIPTION  NGS
 OA1480
 OA1480                          STATION DESCRIPTION
 OA1480
 OA1480'DESCRIBED BY COAST AND GEODETIC SURVEY 1922 (RFL)
 OA1480'THIS STATION IS ONE OF THE MORE PROMINENT ROCKS LYING OFF FIVEMILE
 OA1480'POINT, ABOUT 7 MILES N OF BANDON, AIRLINE MEASUREMENT.  IT IS AN
 OA1480'INTERSECTED POINT S AND E OF SHARP ROCK.
 OA1480
 OA1480                          STATION RECOVERY (1974)
 OA1480
 OA1480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RBM)
 OA1480'RECOVERED.  LOCATED ABOUT 7 MILES NORTH OF BANDON, ABOUT 300 YARDS
 OA1480'OFFSHORE (WEST OF) FIVEMILE POINT.
 OA1480'
 OA1480'THE STATION IS THE HIGHEST POINT OF THE LARGEST AND MOST
 OA1480'FLAT-TOPPED ROCK OF A CLUSTER OF OFFSHORE ROCKS.  IT IS NEAR THE
 OA1480'SOUTHERN END OF THE ROCK CLUSTER.
 OA1480'
 OA1480'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OA1480'7 MILES NORTH OF BANDON.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0336 ***********************************************************************
 NW0336  DESIGNATION -  FLAT TOP
 NW0336  PID         -  NW0336
 NW0336  STATE/COUNTY-  OR/MALHEUR
 NW0336  USGS QUAD   -  HOPPIN SPRINGS (1982)
 NW0336
 NW0336                         *CURRENT SURVEY CONTROL
 NW0336  ___________________________________________________________________
 NW0336* NAD 83(1991)-  42 02 26.08255(N)    117 34 35.12361(W)     ADJUSTED  
 NW0336* NAVD 88     -      1981.8    (meters)    6502.     (feet)  VERTCON   
 NW0336  ___________________________________________________________________
 NW0336  LAPLACE CORR-          10.42  (seconds)                    DEFLEC99
 NW0336  GEOID HEIGHT-         -18.19  (meters)                     GEOID03
 NW0336  HORZ ORDER  -  THIRD
 NW0336
 NW0336.The horizontal coordinates were established by classical geodetic methods
 NW0336.and adjusted by the National Geodetic Survey in October 1991.
 NW0336
 NW0336.The NAVD 88 height was computed by applying the VERTCON shift value to
 NW0336.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NW0336
 NW0336.The Laplace correction was computed from DEFLEC99 derived deflections.
 NW0336
 NW0336.The geoid height was determined by GEOID03.
 NW0336
 NW0336;                    North         East     Units Scale Factor Converg.
 NW0336;SPC OR S     -    45,762.196 1,742,038.392   MT  1.00008654   +2 00 00.6
 NW0336;SPC OR S     -   150,138.44  5,715,349.06   iFT  1.00008654   +2 00 00.6
 NW0336;SPC NV W     - 4,809,695.374   883,362.361   MT  0.99998548   +0 40 27.6
 NW0336;SPC NV W     -15,779,808.91  2,898,164.68   sFT  0.99998548   +0 40 27.6
 NW0336;UTM  11      - 4,654,442.332   452,292.256   MT  0.99962801   -0 23 09.6
 NW0336
 NW0336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NW0336!SPC OR S     -   0.99969212  x   1.00008654  =   0.99977863
 NW0336!SPC NV W     -   0.99969212  x   0.99998548  =   0.99967760
 NW0336!UTM  11      -   0.99969212  x   0.99962801  =   0.99932024
 NW0336
 NW0336|---------------------------------------------------------------------|
 NW0336| PID    Reference Object                     Distance      Geod. Az  |
 NW0336|                                                           dddmmss.s |
 NW0336| CD6542 FLAT TOP RM 1                         8.577 METERS 00410     |
 NW0336| CD6541 FLAT TOP AZ MK                                     1474023.0 |
 NW0336| CD6543 FLAT TOP RM 2                         6.346 METERS 27318     |
 NW0336|---------------------------------------------------------------------|
 NW0336
 NW0336                          SUPERSEDED SURVEY CONTROL
 NW0336
 NW0336  NAD 83(1986)-  42 02 26.09091(N)    117 34 35.12494(W) AD(       ) 3
 NW0336  NAD 27      -  42 02 26.49600(N)    117 34 31.62400(W) AD(       ) 3
 NW0336  NGVD 29 (07/19/86) 1980.6    (m)         6498.     (f) VERT ANG    3  
 NW0336
 NW0336.Superseded values are not recommended for survey control.
 NW0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0336.See file dsdata.txt to determine how the superseded data were derived.
 NW0336
 NW0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG5229254442(NAD 83)
 NW0336_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NW0336_SETTING: 66 = SET IN ROCK OUTCROP
 NW0336_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 NW0336_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NW0336
 NW0336  HISTORY     - Date     Condition        Report By
 NW0336  HISTORY     - 1956     MONUMENTED       CGS
 NW0336  HISTORY     - 1958     GOOD             USGS
 NW0336
 NW0336                          STATION DESCRIPTION
 NW0336
 NW0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 NW0336'THE STATION IS ON THE SOUTHWEST POINT OF A HIGH RIM OF A MESA ABOUT
 NW0336'6 MILES EAST-NORTHEAST OF MC DERMITT NEVADA, 4.5 MILES NORTH OF
 NW0336'THE OREGON-NEVADA STATE LINE AND ABOUT 6 MILES EAST OF
 NW0336'U.S. HIGHWAY 95.
 NW0336'
 NW0336'TO REACH THE STATION FROM THE POST OFFICE IN MC DERMITT, NEVADA,
 NW0336'GO SOUTH ON U.S. HIGHWAY 95 FOR 2.6 MILES TO A GRAVELED ROAD ON
 NW0336'THE LEFT.  TURN LEFT AND GO EAST FOR 4.7 MILES TO THE INDIAN
 NW0336'MISSION ON THE RIGHT AND A DIRT ROAD ON THE LEFT, TURN LEFT FOR
 NW0336'100 FEET TO A FORK.  TAKE THE LEFT FORK AND GO NORTHEAST ON THE
 NW0336'DIM TRACK ROAD FOR 0.4 MILE TO A CROSSROAD AT A WIRE GATE.  KEEP
 NW0336'STRAIGHT AHEAD, NORTHEAST, PASSING THROUGH THE GATE AND GOING
 NW0336'TOWARD AND THEN UP A CANYON FOR 4.5 MILES TO A GATE.  PASS
 NW0336'THROUGH THE GATE AND CONTINUE UP THE MAIN ROAD UP ON TO THE RIDGE
 NW0336'AND THEN UP THE RIDGE TO THE TOP OF THE MESA, A DISTANCE OF
 NW0336'2 MILES.  FROM THE TOP OF THE MESA TURN RIGHT AND GO
 NW0336'EAST FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIM OF THE MESA.
 NW0336'FROM THE TOP OF THE MESA, OR THE MESA RIM, CONTINUE ON THE
 NW0336'MAIN ROAD FOR 1.8 MILES.  HERE TURN OFF THE ROAD AND GO ACROSS
 NW0336'COUNTRY, WEST, TO THE HIGHEST POINT AND THEN SOUTH DOWN THE
 NW0336'RIDGE TO THE STATION.  THE DISTANCE FROM WHERE YOU LEAVE THE ROAD
 NW0336'TO THE STATION IS ABOUT 1.0 MILE.
 NW0336'
 NW0336'THE STATION IS A STANDARD DISK STAMPED FLAT TOP 1956.  IT IS
 NW0336'CEMENTED IN A DRILL HOLE IN BEDROCK AND IS FLUSH.  THE STATION
 NW0336'IS ON THE WEST SLOPE OF THE MESA ABOUT 0.25 MILE NORTHEAST OF A
 NW0336'ROCKY POINT, THE POINT IS JUST NORTH OF BEING IN A DIRECT LINE
 NW0336'BETWEEN THE STATION AND MC DERMITT.  THE MARK IS 200 YARDS EAST
 NW0336'OF THE RIM OF A DEEP CANYON AND 6 FEET NORTHEAST OF A WHITE
 NW0336'WITNESS POST.
 NW0336'
 NW0336'REFERENCE MARK 1 IS A STANDARD DISK STAMPED FLAT TOP NO 1
 NW0336'1956.  IT IS CEMENTED IN A DRILL HOLE IN BEDROCK AND IS FLUSH.
 NW0336'
 NW0336'REFERENCE MARK 2 IS A STANDARD DISK STAMPED FLAT TOP NO 2 1956.  IT
 NW0336'IS CEMENTED IN A DRILL HOLE IN BEDROCK AND IS FLUSH.  THE MARK IS
 NW0336'ABOUT 1 FOOT LOWER THAN THE STATION.
 NW0336'
 NW0336'THE AZIMUTH MARK IS A STANDARD DISK STAMPED FLAT TOP 1956.  IT
 NW0336'IS CEMENTED IN A DRILL HOLE IN BEDROCK AND IS FLUSH.  IT IS 0.2
 NW0336'MILE EAST OF THE ROAD, WHERE THE ROAD TOPS OUT ON THE MESA, 3
 NW0336'FEET NORTH OF THE EDGE OF THE MESA RIM AND 2 FEET NORTHEAST OF
 NW0336'A WHITE WITNESS POST.
 NW0336
 NW0336                          STATION RECOVERY (1958)
 NW0336
 NW0336'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 NW0336'RECOVERED AS DESCRIBED.  ALL MARKS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1273 ***********************************************************************
 OA1273  DESIGNATION -  FLATS
 OA1273  PID         -  OA1273
 OA1273  STATE/COUNTY-  OR/COOS
 OA1273  USGS QUAD   -  COOS BAY (1975)
 OA1273
 OA1273                         *CURRENT SURVEY CONTROL
 OA1273  ___________________________________________________________________
 OA1273* NAD 83(1991)-  43 20 51.53860(N)    124 13 18.00486(W)     ADJUSTED  
 OA1273* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 OA1273  ___________________________________________________________________
 OA1273  LAPLACE CORR-          15.25  (seconds)                    DEFLEC99
 OA1273  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 OA1273  HORZ ORDER  -  THIRD
 OA1273
 OA1273.The horizontal coordinates were established by classical geodetic methods
 OA1273.and adjusted by the National Geodetic Survey in October 1991.
 OA1273
 OA1273.The orthometric height was scaled from a topographic map.
 OA1273
 OA1273.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1273
 OA1273.The geoid height was determined by GEOID03.
 OA1273
 OA1273;                    North         East     Units Scale Factor Converg.
 OA1273;SPC OR S     -   193,431.157 1,198,377.732   MT  0.99989948   -2 32 46.2
 OA1273;SPC OR S     -   634,616.66  3,931,685.47   iFT  0.99989948   -2 32 46.2
 OA1273;UTM  10      - 4,800,146.508   400,986.642   MT  0.99972059   -0 50 19.1
 OA1273
 OA1273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1273!SPC OR S     -   1.00000338  x   0.99989948  =   0.99990286
 OA1273!UTM  10      -   1.00000338  x   0.99972059  =   0.99972397
 OA1273
 OA1273:                Primary Azimuth Mark                     Grid Az
 OA1273:SPC OR S     -  COOS BAY EAST WIRELESS TOWER             214 27 56.5
 OA1273:UTM  10      -  COOS BAY EAST WIRELESS TOWER             212 45 29.4
 OA1273
 OA1273|---------------------------------------------------------------------|
 OA1273| PID    Reference Object                     Distance      Geod. Az  |
 OA1273|                                                           dddmmss.s |
 OA1273| OA1310 COOS BAY EAST WIRELESS TOWER        APPROX. 0.6 KM 2115510.3 |
 OA1273| OA1308 COOS BAY WEST WIRELESS TOWER        APPROX. 0.7 KM 2265935.0 |
 OA1273| OA1262 HILL                                264.426 METERS 28312     |
 OA1273|---------------------------------------------------------------------|
 OA1273
 OA1273                          SUPERSEDED SURVEY CONTROL
 OA1273
 OA1273  NAD 83(1986)-  43 20 51.53505(N)    124 13 18.05059(W) AD(       ) 3
 OA1273  NAD 27      -  43 20 52.12700(N)    124 13 13.64900(W) AD(       ) 3
 OA1273
 OA1273.Superseded values are not recommended for survey control.
 OA1273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1273.See file dsdata.txt to determine how the superseded data were derived.
 OA1273
 OA1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP0098700147(NAD 83)
 OA1273
 OA1273  HISTORY     - Date     Condition        Report By
 OA1273  HISTORY     - 1916     MONUMENTED       CGS
 OA1273  HISTORY     - 1948     SEE DESCRIPTION  CGS
 OA1273
 OA1273                          STATION DESCRIPTION
 OA1273
 OA1273'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RAE)
 OA1273'A 30-MINUTE SEARCH IN THE AREA INDICATED BY THE GEOGRAPHIC
 OA1273'POSITION REVEALED NO TRACE OF THE STATION.  IT IS RECOMMENDED
 OA1273'THAT THE STATION BE CLASSIFIED AS LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2469 ***********************************************************************
 RD2469  DESIGNATION -  FLAVEL
 RD2469  PID         -  RD2469
 RD2469  STATE/COUNTY-  OR/MULTNOMAH
 RD2469  USGS QUAD   -  GLADSTONE (1984)
 RD2469
 RD2469                         *CURRENT SURVEY CONTROL
 RD2469  ___________________________________________________________________
 RD2469* NAD 83(1991)-  45 28 03.03261(N)    122 36 35.30849(W)     ADJUSTED  
 RD2469* NAVD 88     -        80.     (meters)     262.     (feet)  SCALED    
 RD2469  ___________________________________________________________________
 RD2469  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 RD2469  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 RD2469  HORZ ORDER  -  FIRST
 RD2469
 RD2469.The horizontal coordinates were established by classical geodetic methods
 RD2469.and adjusted by the National Geodetic Survey in October 1991.
 RD2469
 RD2469.The orthometric height was scaled from a topographic map.
 RD2469
 RD2469.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2469
 RD2469.The geoid height was determined by GEOID03.
 RD2469
 RD2469;                    North         East     Units Scale Factor Converg.
 RD2469;SPC OR N     -   202,267.602 2,335,040.588   MT  0.99990816   -1 29 46.5
 RD2469;SPC OR N     -   663,607.62  7,660,894.32   iFT  0.99990816   -1 29 46.5
 RD2469;UTM  10      - 5,034,960.904   530,501.984   MT  0.99961144   +0 16 41.3
 RD2469
 RD2469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2469!SPC OR N     -   0.99999102  x   0.99990816  =   0.99989918
 RD2469!UTM  10      -   0.99999102  x   0.99961144  =   0.99960247
 RD2469
 RD2469|---------------------------------------------------------------------|
 RD2469| PID    Reference Object                     Distance      Geod. Az  |
 RD2469|                                                           dddmmss.s |
 RD2469| CE2549 FLAVEL RM 1                          16.780 METERS 02435     |
 RD2469| CE2548 FLAVEL AZ MK                                       1343004.7 |
 RD2469| CE2793 UNIDENTIFIED CHURCH SPIRE                          1882815.9 |
 RD2469| RD2471 MILWAUKIE STANDPIPE                 APPROX. 2.0 KM 2081900.3 |
 RD2469| CE2550 FLAVEL RM 2                           9.326 METERS 23242     |
 RD2469| AJ8133 FLAVEL RM 3                          22.881 METERS 33914     |
 RD2469|---------------------------------------------------------------------|
 RD2469
 RD2469                          SUPERSEDED SURVEY CONTROL
 RD2469
 RD2469  NAD 83(1986)-  45 28 03.05110(N)    122 36 35.31463(W) AD(       ) 1
 RD2469  NAD 27      -  45 28 03.62211(N)    122 36 30.97725(W) AD(       ) 1
 RD2469
 RD2469.Superseded values are not recommended for survey control.
 RD2469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2469.See file dsdata.txt to determine how the superseded data were derived.
 RD2469
 RD2469_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER3050234961(NAD 83)
 RD2469_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RD2469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD2469
 RD2469  HISTORY     - Date     Condition        Report By
 RD2469  HISTORY     - 1962     MONUMENTED       CGS
 RD2469  HISTORY     - 1966     SEE DESCRIPTION  CGS
 RD2469  HISTORY     - 20021025 MARK NOT FOUND   USPSQD
 RD2469
 RD2469                          STATION DESCRIPTION
 RD2469
 RD2469'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 RD2469'THE STATION IS LOCATED ON THE SOUTHEAST SIDE OF PORTLAND, AT THE
 RD2469'INTERSECTION OF SOUTHEAST FLAVEL DRIVE AND SOUTHEAST 52ND AVENUE.
 RD2469'
 RD2469'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST AND EAST
 RD2469'ON SOUTHEAST FLAVEL DRIVE FOR 0.3 MILE TO THE AZIMUTH MARK ON THE
 RD2469'RIGHT, SOUTH, SIDE OF THE ROAD.
 RD2469'
 RD2469'THE STATION MARK, STAMPED FLAVEL 1962, IS A STANDARD DISK SET IN
 RD2469'THE TOP OF A 12-INCH SQUARE, CONCRETE POST THAT PROJECTS 4
 RD2469'INCHES.  IT IS 54 FEET EAST OF THE CENTER OF SOUTHEAST 52ND AVENUE,
 RD2469'29 FEET SOUTH OF THE CENTER OF SOUTHEAST FLAVEL DRIVE, 4.5 FEET
 RD2469'EAST OF POWER POLE NUMBER 49, AND 3.7 FEET EAST OF A WITNESS
 RD2469'POST.
 RD2469'
 RD2469'REFERENCE MARK NO. 1, STAMPED FLAVEL NO 1 1962, IS A STANDARD DISK
 RD2469'CEMENTED IN A DRILL HOLE IN THE SIDEWALK ON THE NORTH SIDE OF
 RD2469'SOUTHEAST FLAVEL DRIVE.  IT IS 58 FEET EAST OF THE CENTER OF
 RD2469'SOUTHEAST 52ND AVENUE, 30 FEET NORTH OF THE CENTER OF SOUTHEAST
 RD2469'FLAVEL DRIVE, AND 55.3 FEET NORTHEAST OF THE WITNESS POST.
 RD2469'
 RD2469'REFERENCE MARK NO. 2, STAMPED FLAVEL NO 2 1962, IS A STANDARD
 RD2469'DISK SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE POST THAT PROJECTS
 RD2469'6 INCHES.  IT IS 39 FEET EAST OF THE CENTER OF SOUTHEAST 52ND
 RD2469'AVENUE, 30 FEET SOUTH OF THE CENTER OF SOUTHEAST FLAVEL DRIVE,
 RD2469'AND 28.3 FEET SOUTHWEST OF THE WITNESS POST.
 RD2469'
 RD2469'THE AZIMUTH MARK, STAMPED FLAVEL 1962, IS A STANDARD DISK SET IN
 RD2469'THE TOP OF A 12-INCH SQUARE, CONCRETE POST THAT IS FLUSH WITH THE
 RD2469'GROUND.  IT IS 35 FEET SOUTH OF THE CENTER OF SOUTHEAST FLAVEL
 RD2469'DRIVE, 47 FEET EAST OF A DRIVEWAY, AND 4.9 FEET SOUTH OF POWER
 RD2469'POLE NUMBER 2757 THAT HAS A WITNESS SIGN ATTACHED TO IT.
 RD2469
 RD2469                          STATION RECOVERY (1966)
 RD2469
 RD2469'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JCL)
 RD2469'THE STATION MARK, REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE
 RD2469'RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 2 WAS FOUND
 RD2469'UNEARTHED.  THE DISTANCE TO THE REFERENCE MARKS WAS REVERSED IN THE
 RD2469'ORIGINAL DESCRIPTION.  REFERENCE MARK NO. 3 WAS ESTABLISHED.  A
 RD2469'NEW AND COMPLETE DESCRIPTION FOLLOWS.
 RD2469'
 RD2469'THE STATION IS IN SOUTHEAST PORTLAND, IN THE SOUTHEAST ANGLE
 RD2469'FORMED BY S.E. 52ND AVENUE AND S.E. FLAVEL DRIVE.
 RD2469'
 RD2469'THE STATION MARK, STAMPED FLAVEL 1962, IS A STANDARD DISK SET IN A
 RD2469'12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS
 RD2469'54 FEET EAST OF THE CENTER OF S.E. 52ND AVENUE, 28 FEET SOUTH OF
 RD2469'THE CENTER OF S.E. FLAVEL DRIVE, 4.5 FEET SOUTHEAST OF A POWER POLE
 RD2469'WITH A TRANSFORMER AND 3.5 FEET SOUTHEAST OF A METAL WITNESS
 RD2469'POST.  (NOTE 1A AND 7A)
 RD2469'
 RD2469'REFERENCE MARK NO. 1, STAMPED FLAVEL NO 1 1962, IS A STANDARD DISK
 RD2469'CEMENTED IN A DRILL HOLE IN THE SIDEWALK, 55 FEET NORTHEAST OF THE
 RD2469'WITNESS POST, 30 FEET NORTH OF THE CENTER OF S.E. FLAVEL DRIVE, 7
 RD2469'FEET SOUTH OF THE FACE OF A BUILDING AND 0.5 FOOT NORTH OF THE
 RD2469'EDGE OF THE SIDEWALK.
 RD2469'
 RD2469'REFERENCE MARK NO. 3, STAMPED FLAVEL NO 3 1962 1966, IS A STANDARD
 RD2469'DISK CEMENTED IN A DRILL HOLE IN THE CURB, 32 FEET NORTH OF THE
 RD2469'CENTER OF S.E. FLAVEL DRIVE, 27 FEET EAST OF THE CENTER OF
 RD2469'S.E. 52ND AVENUE, 16 FEET NORTHWEST OF A STOP SIGN, 8 FEET SOUTH
 RD2469'OF A POWER LINE BRACE POLE AND 0.5 FOOT EAST OF A STORM SEWER
 RD2469'DRAIN.
 RD2469'
 RD2469'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTHEAST ON
 RD2469'S.E. FLAVEL DRIVE FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT IN
 RD2469'THE LAWN IN FRONT OF HOUSE NO. 5626.
 RD2469'
 RD2469'THE AZIMUTH MARK, STAMPED FLAVEL 1962, IS A STANDARD DISK SET IN
 RD2469'A 12-INCH SQUARE CONCRETE MONUMENT THAT IS 2 INCHES BELOW THE
 RD2469'SURFACE.  IT IS 46 FEET SOUTHEAST OF THE CENTER OF THE ENTRANCE
 RD2469'DRIVEWAY, 43 FEET SOUTHWEST OF THE INTERSECTION OF S.E. TENINO
 RD2469'STREET AND S.E. FLAVEL DRIVE, 41 FEET NORTHWEST OF THE EXIT
 RD2469'DRIVEWAY, 37 FEET WEST OF THE GARLICKS MAIL BOX, 35.5 FEET SOUTH
 RD2469'OF THE CENTER OF S.E. FLAVEL DRIVE, 13 FEET NORTHEAST OF A
 RD2469'DRINKING FOUNTAIN AND 4.9 FEET SOUTHWEST OF POWER POLE NO. 5630,
 RD2469'WHICH HAS A WITNESS SIGN NAILED ON IT.  (NOTE 16A)
 RD2469
 RD2469                          STATION RECOVERY (2002)
 RD2469
 RD2469'RECOVERY NOTE BY US POWER SQUADRON 2002 (RC)
 RD2469'STANDARD BRONZE DISK IS MISSING FROM FLAVEL CONCRETE POST.    FLAVEL
 RD2469'RM 1 NOT FOUND. FLAVEL RM 2 NOT FOUND.
 RD2469'FLAVEL RM 3 RECOVERED - NOW LISTED AS AJ8133, RECOVERED IN 2000.
 RD2469'FLAVEL AZ MK (PID CE2548) RECOVERED, ABOUT 5 FEET SW OF POWER POLE
 RD2469'5626 WHICH HAS A WITNESS SIGN ON IT.
 RD2469'AZIMUTH MARKER IS UNDER 2 INCHES OF BARKDUST.
 RD2469' 
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC2156 ***********************************************************************
 SC2156  DESIGNATION -  FLAVEL FRONT RANGE LIGHT 28
 SC2156  PID         -  SC2156
 SC2156  STATE/COUNTY-  OR/CLATSOP
 SC2156  USGS QUAD   -  WARRENTON (1996)
 SC2156
 SC2156                         *CURRENT SURVEY CONTROL
 SC2156  ___________________________________________________________________
 SC2156* NAD 83(1991)-  46 11 37.40079(N)    123 55 41.99139(W)     ADJUSTED  
 SC2156* NAVD 88     -              **(meters)            **(feet)            
 SC2156  ___________________________________________________________________
 SC2156  LAPLACE CORR-          16.40  (seconds)                    DEFLEC99
 SC2156  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 SC2156  HORZ ORDER  -  THIRD
 SC2156
 SC2156.The horizontal coordinates were established by classical geodetic methods
 SC2156.and adjusted by the National Geodetic Survey in October 1991.
 SC2156
 SC2156
 SC2156.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2156
 SC2156.The geoid height was determined by GEOID03.
 SC2156
 SC2156;                    North         East     Units Scale Factor Converg.
 SC2156;SPC OR N     -   286,442.613 2,235,423.359   MT  1.00005505   -2 25 52.8
 SC2156;SPC OR N     -   939,772.35  7,334,066.14   iFT  1.00005505   -2 25 52.8
 SC2156;SPC WA S     -   101,381.849   235,458.282   MT  0.99993779   -2 29 25.2
 SC2156;SPC WA S     -   332,616.95    772,499.38   sFT  0.99993779   -2 29 25.2
 SC2156;UTM  10      - 5,115,990.563   428,368.589   MT  0.99966307   -0 40 12.0
 SC2156
 SC2156                          SUPERSEDED SURVEY CONTROL
 SC2156
 SC2156  NAD 83(1986)-  46 11 37.41134(N)    123 55 41.97027(W) AD(       ) 4
 SC2156  NAD 27      -  46 11 38.04021(N)    123 55 37.44889(W) AD(       ) 3
 SC2156
 SC2156.Superseded values are not recommended for survey control.
 SC2156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2156.See file dsdata.txt to determine how the superseded data were derived.
 SC2156
 SC2156_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2836915991(NAD 83)
 SC2156
 SC2156  HISTORY     - Date     Condition        Report By
 SC2156  HISTORY     - 1951     MONUMENTED       CGS
 SC2156  HISTORY     - 1958     SEE DESCRIPTION  CGS
 SC2156
 SC2156                          STATION DESCRIPTION
 SC2156
 SC2156'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (HGC)
 SC2156'THIS INTERSECTION STATION IS THE CENTER OF THE LIGHT MOUNTED ON
 SC2156'TOP OF SMALL WHITE HOUSE DIRECTLY ABOVE THE RED VERTICAL STRIPE
 SC2156'PAINTED ON WHITE SQUARE DAYMARK, ERECTED ON PILE STRUCTURE IN
 SC2156'APPROXIMATELY 8 FEET OF WATER.  IT IS ABOUT 0.7 MILE SE OF HAMMOND
 SC2156'AND ABOUT 380 METERS NW OF DELMAR CANNING COMPANY WHARF (NOW
 SC2156'ABANDONED).
 SC2156'
 SC2156'THE 1951 EDITION OF THE PACIFIC COAST LIGHT LIST LISTS THIS
 SC2156'STATION AS FLAVEL RANGE FRONT 28, LIGHT NO. 920, F.R., UNWATCHED
 SC2156'LIGHT, EQUIPPED WITH HORN, DIAPHRAGM, AIR.  BLAST 3 SEC., SILENT 17
 SC2156'SECONDS.  ESTABLISHED IN 1909, REBUILT IN 1941.
 SC2156
 SC2156                          STATION RECOVERY (1958)
 SC2156
 SC2156'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (VRS)
 SC2156'THIS INTERSECTION STATION HAS BEEN DESTROYED.  THE LIGHT WAS REBUILT
 SC2156'IN 1953 AND WASHED OUT DURING THE SUMMER OF 1957.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC2167 ***********************************************************************
 SC2167  DESIGNATION -  FLAVEL REAR RANGE LIGHT
 SC2167  PID         -  SC2167
 SC2167  STATE/COUNTY-  OR/CLATSOP
 SC2167  USGS QUAD   -  WARRENTON (1996)
 SC2167
 SC2167                         *CURRENT SURVEY CONTROL
 SC2167  ___________________________________________________________________
 SC2167* NAD 83(1991)-  46 11 39.41784(N)    123 55 59.90809(W)     ADJUSTED  
 SC2167* NAVD 88     -              **(meters)            **(feet)            
 SC2167  ___________________________________________________________________
 SC2167  LAPLACE CORR-          16.43  (seconds)                    DEFLEC99
 SC2167  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 SC2167  HORZ ORDER  -  THIRD
 SC2167
 SC2167.The horizontal coordinates were established by classical geodetic methods
 SC2167.and adjusted by the National Geodetic Survey in October 1991.
 SC2167
 SC2167
 SC2167.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2167
 SC2167.The geoid height was determined by GEOID03.
 SC2167
 SC2167;                    North         East     Units Scale Factor Converg.
 SC2167;SPC OR N     -   286,521.150 2,235,042.153   MT  1.00005523   -2 26 05.5
 SC2167;SPC OR N     -   940,030.02  7,332,815.46   iFT  1.00005523   -2 26 05.5
 SC2167;SPC WA S     -   101,460.769   235,077.202   MT  0.99993773   -2 29 38.2
 SC2167;SPC WA S     -   332,875.87    771,249.12   sFT  0.99993773   -2 29 38.2
 SC2167;UTM  10      - 5,116,057.320   427,985.300   MT  0.99966375   -0 40 24.9
 SC2167
 SC2167                          SUPERSEDED SURVEY CONTROL
 SC2167
 SC2167  NAD 83(1986)-  46 11 39.42839(N)    123 55 59.88668(W) AD(       ) 4
 SC2167  NAD 27      -  46 11 40.05695(N)    123 55 55.36103(W) AD(       ) 3
 SC2167
 SC2167.Superseded values are not recommended for survey control.
 SC2167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2167.See file dsdata.txt to determine how the superseded data were derived.
 SC2167
 SC2167_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2798516057(NAD 83)
 SC2167
 SC2167  HISTORY     - Date     Condition        Report By
 SC2167  HISTORY     - 1951     MONUMENTED       CGS
 SC2167  HISTORY     - 1958     SEE DESCRIPTION  CGS
 SC2167
 SC2167                          STATION DESCRIPTION
 SC2167
 SC2167'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (HGC)
 SC2167'THIS INTERSECTION STATION IS THE CENTER OF THE LIGHT MOUNTED AT
 SC2167'TOP OF RED VERTICAL STRIPE PAINTED ON WHITE DIAMOND DAYMARK,
 SC2167'ERECTED ON STEEL STRUCTURE TOWER.  IT IS ABOUT 0.6 MILE SE OF
 SC2167'HAMMOND, APPROXIMATELY 745 METERS NW OF DELMAR CANNING COMPANY
 SC2167'WHARF (NOW ABANDONED), AND 280 DEG 388 METERS DISTANT FROM FLAVEL
 SC2167'RANGE FRONT 28 LIGHT.
 SC2167'
 SC2167'THE 1951 EDITION OF THE PACIFIC COAST LIGHT LIST LISTS THIS
 SC2167'STATION AS FLAVEL RANGE REAR, LIGHT NO. 921, F.R., UNWATCHED LIGHT,
 SC2167'ESTABLISHED IN 1917, REBUILT IN 1949.
 SC2167
 SC2167                          STATION RECOVERY (1958)
 SC2167
 SC2167'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (VRS)
 SC2167'STATION DESTROYED.  THE RANGE WAS TORN DOWN DURING THE SPRING OF
 SC2167'1958.  ALL THAT REMAIN ARE THE CONCRETE FOOTINGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AJ8133 ***********************************************************************
 AJ8133  DESIGNATION -  FLAVEL RM 3
 AJ8133  PID         -  AJ8133
 AJ8133  STATE/COUNTY-  OR/MULTNOMAH
 AJ8133  USGS QUAD   -  GLADSTONE (1984)
 AJ8133
 AJ8133                         *CURRENT SURVEY CONTROL
 AJ8133  ___________________________________________________________________
 AJ8133* NAD 83(2007)-  45 28 03.74412(N)    122 36 35.68801(W)     ADJUSTED  
 AJ8133* NAVD 88     -        80.8    (meters)     265.     (feet)  GPS OBS   
 AJ8133  ___________________________________________________________________
 AJ8133  EPOCH DATE  -        2007.00
 AJ8133  X           -  -2,414,737.954 (meters)                     COMP
 AJ8133  Y           -  -3,774,381.569 (meters)                     COMP
 AJ8133  Z           -   4,523,994.224 (meters)                     COMP
 AJ8133  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 AJ8133  ELLIP HEIGHT-          58.055 (meters)          (02/10/07) ADJUSTED
 AJ8133  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 AJ8133
 AJ8133  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ8133  Type    PID    Designation                      North   East  Ellip
 AJ8133  -------------------------------------------------------------------
 AJ8133  NETWORK AJ8133 FLAVEL RM 3                       1.08   0.69   2.90
 AJ8133  -------------------------------------------------------------------
 AJ8133
 AJ8133.The horizontal coordinates were established by GPS observations
 AJ8133.and adjusted by the National Geodetic Survey in February 2007.
 AJ8133
 AJ8133.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ8133.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ8133.The horizontal coordinates are valid at the epoch date displayed above.
 AJ8133.The epoch date for horizontal control is a decimal equivalence
 AJ8133.of Year/Month/Day.
 AJ8133
 AJ8133.The orthometric height was determined by GPS observations and a
 AJ8133.high-resolution geoid model.
 AJ8133
 AJ8133.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8133
 AJ8133.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8133
 AJ8133.The ellipsoidal height was determined by GPS observations
 AJ8133.and is referenced to NAD 83.
 AJ8133
 AJ8133.The geoid height was determined by GEOID03.
 AJ8133
 AJ8133;                    North         East     Units Scale Factor Converg.
 AJ8133;SPC OR N     -   202,289.774 2,335,032.920   MT  0.99990817   -1 29 46.8
 AJ8133;SPC OR N     -   663,680.36  7,660,869.16   iFT  0.99990817   -1 29 46.8
 AJ8133;UTM  10      - 5,034,982.821   530,493.637   MT  0.99961143   +0 16 41.1
 AJ8133
 AJ8133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8133!SPC OR N     -   0.99999090  x   0.99990817  =   0.99989907
 AJ8133!UTM  10      -   0.99999090  x   0.99961143  =   0.99960233
 AJ8133
 AJ8133                          SUPERSEDED SURVEY CONTROL
 AJ8133
 AJ8133  NAD 83(1998)-  45 28 03.74231(N)    122 36 35.68987(W) AD(       ) B
 AJ8133  ELLIP H (02/26/02)   58.056  (m)                       GP(       ) 3 2
 AJ8133
 AJ8133.Superseded values are not recommended for survey control.
 AJ8133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8133.See file dsdata.txt to determine how the superseded data were derived.
 AJ8133
 AJ8133_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER3049434983(NAD 83)
 AJ8133_MARKER: DR = REFERENCE MARK DISK
 AJ8133_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AJ8133_SP_SET: CURB
 AJ8133_STAMPING: FLAVEL NO 3 1962 1966
 AJ8133_MARK LOGO: CGS   
 AJ8133_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ8133_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ8133_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8133+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2005
 AJ8133
 AJ8133  HISTORY     - Date     Condition        Report By
 AJ8133  HISTORY     - 1966     MONUMENTED       CGS
 AJ8133  HISTORY     - 20001001 GOOD             ORDT
 AJ8133  HISTORY     - 20050828 GOOD             USPSQD
 AJ8133
 AJ8133                          STATION DESCRIPTION
 AJ8133
 AJ8133'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 2000
 AJ8133'THE STATION IS LOCATED IN SOUTHEAST PORTLAND, IN THE NORTHEAST
 AJ8133'QUADRANT OF THE
 AJ8133'INTERSECTION OF SE 52ND AVENUE AND SE FLAVEL DRIVE.  OWNERSHIP --
 AJ8133'CITY OF PORTLAND.
 AJ8133' 
 AJ8133'TO REACH THE STATION FROM  JUNCTION OF INTERSTATE HIGHWAY 205 AND
 AJ8133'FOSTER ROAD (EXIT 17),
 AJ8133'GO WESTERLY ON FOSTER ROAD FOR 1.1 KM (0.7 MI) TO THE INTERSECTION OF
 AJ8133'SE 82ND AVENUE,
 AJ8133'TURN LEFT, SOUTH, ON SE 82ND FOR 1.6 KM (1.0 MI) TO SE FLAVEL STREET.
 AJ8133'TURN RIGHT, WEST, ON
 AJ8133'SE FLAVEL STREET FOR 3.9 KM (2.4 MI) TO THE INTERSECTION OF SE 52ND
 AJ8133'AVENUE.  TURN LEFT,
 AJ8133'SOUTH, ON SE 52ND AVENUE FOR 0.2 KM (0.1 MI) (2 BLOCKS) TO THE STATION
 AJ8133'ON THE LEFT JUST
 AJ8133'BEFORE REACHING SE FLAVEL DRIVE.
 AJ8133' 
 AJ8133'THE STATION IS A STANDARD USC AND GS 9 CM BRASS DISK SET IN DRILL HOLE
 AJ8133'IN TOP OF THE
 AJ8133'NORTHEAST CURB RETURN.  IT IS 9.75 M (32.0 FT) NORTH FROM THE CENTER
 AJ8133'OF SE FLAVEL DRIVE, 8.2
 AJ8133'M (27.0 FT) EAST FROM THE CENTER OF SE 52ND AVENUE, AND 2.3 M (7.4 FT)
 AJ8133'SOUTH FROM POWER
 AJ8133'POLE NUMBER 7610.
 AJ8133' 
 AJ8133' 
 AJ8133' 
 AJ8133'
 AJ8133
 AJ8133                          STATION RECOVERY (2005)
 AJ8133
 AJ8133'RECOVERY NOTE BY US POWER SQUADRON 2005 (JJJ)
 AJ8133'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC2141 ***********************************************************************
 SC2141  DESIGNATION -  FLAVELS WHARF POST LT 1913
 SC2141  PID         -  SC2141
 SC2141  STATE/COUNTY-  OR/CLATSOP
 SC2141  USGS QUAD   -  WARRENTON (1996)
 SC2141
 SC2141                         *CURRENT SURVEY CONTROL
 SC2141  ___________________________________________________________________
 SC2141* NAD 83(1991)-  46 11 35.51914(N)    123 55 30.96275(W)     ADJUSTED  
 SC2141* NAVD 88     -              **(meters)            **(feet)            
 SC2141  ___________________________________________________________________
 SC2141  LAPLACE CORR-          16.34  (seconds)                    DEFLEC99
 SC2141  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 SC2141  HORZ ORDER  -  THIRD
 SC2141
 SC2141.The horizontal coordinates were established by classical geodetic methods
 SC2141.and adjusted by the National Geodetic Survey in October 1991.
 SC2141
 SC2141
 SC2141.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2141
 SC2141.The geoid height was determined by GEOID03.
 SC2141
 SC2141;                    North         East     Units Scale Factor Converg.
 SC2141;SPC OR N     -   286,374.536 2,235,657.176   MT  1.00005489   -2 25 44.9
 SC2141;SPC OR N     -   939,549.00  7,334,833.25   iFT  1.00005489   -2 25 44.9
 SC2141;SPC WA S     -   101,313.539   235,692.002   MT  0.99993786   -2 29 17.2
 SC2141;SPC WA S     -   332,392.84    773,266.18   sFT  0.99993786   -2 29 17.2
 SC2141;UTM  10      - 5,115,929.728   428,604.296   MT  0.99966266   -0 40 04.0
 SC2141
 SC2141                          SUPERSEDED SURVEY CONTROL
 SC2141
 SC2141  NAD 83(1986)-  46 11 35.53045(N)    123 55 30.94205(W) AD(       ) 4
 SC2141  NAD 27      -  46 11 36.16062(N)    123 55 26.41700(W) AD(       ) 3
 SC2141
 SC2141.Superseded values are not recommended for survey control.
 SC2141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2141.See file dsdata.txt to determine how the superseded data were derived.
 SC2141
 SC2141_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2860415930(NAD 83)
 SC2141
 SC2141  HISTORY     - Date     Condition        Report By
 SC2141  HISTORY     - UNK      MONUMENTED
 SC2141  HISTORY     - 1926     SEE DESCRIPTION  CGS
 SC2141
 SC2141                          STATION DESCRIPTION
 SC2141
 SC2141'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (TJM)
 SC2141'THIS LIGHT HAS BEEN MOVED.  SEE NEW LOCATION ON LIST OF PLANE
 SC2141'TABLE POSITIONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB1345 ***********************************************************************
 RB1345  DESIGNATION -  FLETCH
 RB1345  PID         -  RB1345
 RB1345  STATE/COUNTY-  OR/UMATILLA
 RB1345  USGS QUAD   -  BRIDGE CREEK (1995)
 RB1345
 RB1345                         *CURRENT SURVEY CONTROL
 RB1345  ___________________________________________________________________
 RB1345* NAD 83(1991)-  45 00 45.52390(N)    118 56 34.16831(W)     ADJUSTED  
 RB1345* NAVD 88     -      1219.5    (meters)    4001.     (feet)  VERTCON   
 RB1345  ___________________________________________________________________
 RB1345  LAPLACE CORR-           6.22  (seconds)                    DEFLEC99
 RB1345  GEOID HEIGHT-         -18.25  (meters)                     GEOID03
 RB1345  HORZ ORDER  -  FIRST
 RB1345
 RB1345.The horizontal coordinates were established by classical geodetic methods
 RB1345.and adjusted by the National Geodetic Survey in October 1991.
 RB1345
 RB1345.The NAVD 88 height was computed by applying the VERTCON shift value to
 RB1345.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RB1345
 RB1345.The Laplace correction was computed from DEFLEC99 derived deflections.
 RB1345
 RB1345.The geoid height was determined by GEOID03.
 RB1345
 RB1345;                    North         East     Units Scale Factor Converg.
 RB1345;SPC OR N     -   150,749.607 2,622,731.262   MT  0.99989828   +1 06 15.6
 RB1345;SPC OR N     -   494,585.32  8,604,761.36   iFT  0.99989828   +1 06 15.6
 RB1345;UTM  11      - 4,986,191.250   346,909.363   MT  0.99988819   -1 22 27.7
 RB1345
 RB1345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RB1345!SPC OR N     -   0.99981169  x   0.99989828  =   0.99970999
 RB1345!UTM  11      -   0.99981169  x   0.99988819  =   0.99969990
 RB1345
 RB1345:                Primary Azimuth Mark                     Grid Az
 RB1345:SPC OR N     -  FLETCH AZ MK                             007 52 34.7
 RB1345:UTM  11      -  FLETCH AZ MK                             010 21 18.0
 RB1345
 RB1345|---------------------------------------------------------------------|
 RB1345| PID    Reference Object                     Distance      Geod. Az  |
 RB1345|                                                           dddmmss.s |
 RB1345| RB1346 FLETCH AZ MK                        APPROX. 0.9 KM 0085850.3 |
 RB1345| CF5291 FLETCH RM 1                          12.455 METERS 17213     |
 RB1345| CF5292 FLETCH RM 2                          13.160 METERS 27105     |
 RB1345|---------------------------------------------------------------------|
 RB1345
 RB1345                          SUPERSEDED SURVEY CONTROL
 RB1345
 RB1345  NAD 83(1986)-  45 00 45.53111(N)    118 56 34.16378(W) AD(       ) 1
 RB1345  NAD 27      -  45 00 45.96400(N)    118 56 30.25700(W) AD(       ) 1
 RB1345  NGVD 29 (07/19/86) 1218.4    (m)         3997.     (f) VERT ANG    3  
 RB1345
 RB1345.Superseded values are not recommended for survey control.
 RB1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1345.See file dsdata.txt to determine how the superseded data were derived.
 RB1345
 RB1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK4690986191(NAD 83)
 RB1345_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RB1345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB1345
 RB1345  HISTORY     - Date     Condition        Report By
 RB1345  HISTORY     - 1946     MONUMENTED       CGS
 RB1345
 RB1345                          STATION DESCRIPTION
 RB1345
 RB1345'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 RB1345'THE STATION IS LOCATED ABOUT 8.5 MILES SOUTH OF UKIAH, ABOUT 1.5
 RB1345'MILES NORTH OF THE DALE STORE AND POST OFFICE, ABOUT 2.8 MILES
 RB1345'EAST OF JUNCTION OF CAMAS CREEK AND NORTH FORK JOHN DAY RIVER,
 RB1345'IT IS ON THE HIGHEST KNOLL IN OPEN GRAZING LAND, 114 PACES NORTH
 RB1345'OF EAST-WEST FENCE LINE, SET IN CONCRETE POST AND PROJECTS
 RB1345'APPROX. 2 INCHES, STAMPED FLETCH 1946.
 RB1345'
 RB1345'REFERENCE MARK NO. 1 IS 41.0 FEET SOUTH OF AND APPROX. 4 INCHES
 RB1345'LOWER THAN STATION SET IN CONCRETE POST, PROJECTING APPROX. 4
 RB1345'INCHES, STAMPED FLETCH NO. 1 1946.
 RB1345'
 RB1345'REFERENCE MARK NO. 2 IS 43.0 FEET WEST OF AND APPROX. THE SAME
 RB1345'ELEVATION AS STATION, SET IN CONCRETE POST, PROJECTING APPROX. 4
 RB1345'INCHES, STAMPED FLETCH NO. 2 1946.
 RB1345'
 RB1345'SUBSTITUTE STATION P.P.107V-99 IS A WIRE FENCE CORNER 585.0
 RB1345'FEET EAST-SOUTHEAST OF STATION, THE BASE OF NORTHWEST CORNER POST
 RB1345'WAS USED.
 RB1345'
 RB1345'THE AZIMUTH MARK IS ABOUT 0.5 MILE NORTH-NORTHWEST OF STATION
 RB1345'IN OPEN GRAZING LAND, 17 FEET EAST OF A FENCE CORNER, SET IN A
 RB1345'CONCRETE POST WHICH PROJECTS 4 INCHES, AND IS STAMPED--FLETCH
 RB1345'1946.  THE AZIMUTH WAS LOCATED BY TRIANGULATION FROM FLETCH 1946
 RB1345'AND CAMAS 1946.
 RB1345'
 RB1345'TO REACH STATION FROM THE POST OFFICE IN UKIAH, GO SOUTHERLY ON
 RB1345'GRAVEL ROAD FOR 0.25 MILE TO A BRIDGE AND SIDE ROAD LEFT.  CONTINUE
 RB1345'STRAIGHT AHEAD AS PER SIGN PEARSON G S 15 AND FOLLOW THE MAIN
 RB1345'ROAD FOR 4.25 MILES TO A SIDE ROAD LEFT.  HERE LEAVE THE MAIN
 RB1345'ROAD AND CONTINUE STRAIGHT AHEAD FOR 2.8 MILES TO A BRIDGE ACROSS
 RB1345'BRIDGE CREEK.  CROSS BRIDGE AND CONTINUE ON THE MAIN-TRAVELED
 RB1345'ROAD FOR 2.2 MILES TO A POLE GATE.  PASS THROUGH GATE, TURN
 RB1345'RIGHT AND GO 0.45 MILE TO FORK AT FENCE CORNER AND AZIMUTH MARK.
 RB1345'TAKE LEFT FORK AND CONTINUE FOR 0.6 MILE TO A GATE ON THE
 RB1345'RIGHT AND FENCED-IN AREA ON THE LEFT AND GATE STRAIGHT AHEAD.
 RB1345'HERE CONTINUE STRAIGHT AHEAD FOR 0.25 MILE TO TOP OF KNOLL AND
 RB1345'STATION SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB1346 ***********************************************************************
 RB1346  DESIGNATION -  FLETCH AZ MK
 RB1346  PID         -  RB1346
 RB1346  STATE/COUNTY-  OR/UMATILLA
 RB1346  USGS QUAD   -  BRIDGE CREEK (1995)
 RB1346
 RB1346                         *CURRENT SURVEY CONTROL
 RB1346  ___________________________________________________________________
 RB1346* NAD 83(1991)-  45 01 15.11376(N)    118 56 27.57477(W)     ADJUSTED  
 RB1346* NAVD 88     -      1200.4    (meters)    3938.     (feet)  VERTCON   
 RB1346  ___________________________________________________________________
 RB1346  LAPLACE CORR-           6.22  (seconds)                    DEFLEC99
 RB1346  GEOID HEIGHT-         -18.26  (meters)                     GEOID03
 RB1346  HORZ ORDER  -  THIRD
 RB1346
 RB1346.The horizontal coordinates were established by classical geodetic methods
 RB1346.and adjusted by the National Geodetic Survey in October 1991.
 RB1346
 RB1346.The NAVD 88 height was computed by applying the VERTCON shift value to
 RB1346.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RB1346
 RB1346.The Laplace correction was computed from DEFLEC99 derived deflections.
 RB1346
 RB1346.The geoid height was determined by GEOID03.
 RB1346
 RB1346;                    North         East     Units Scale Factor Converg.
 RB1346;SPC OR N     -   151,665.568 2,622,857.976   MT  0.99989790   +1 06 20.3
 RB1346;SPC OR N     -   497,590.45  8,605,177.09   iFT  0.99989790   +1 06 20.3
 RB1346;UTM  11      - 4,987,100.864   347,075.572   MT  0.99988756   -1 22 23.7
 RB1346
 RB1346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RB1346!SPC OR N     -   0.99981468  x   0.99989790  =   0.99971260
 RB1346!UTM  11      -   0.99981468  x   0.99988756  =   0.99970226
 RB1346
 RB1346:                Primary Azimuth Mark                     Grid Az
 RB1346:SPC OR N     -  FLETCH                                   187 52 34.7
 RB1346:UTM  11      -  FLETCH                                   190 21 18.7
 RB1346
 RB1346|---------------------------------------------------------------------|
 RB1346| PID    Reference Object                     Distance      Geod. Az  |
 RB1346|                                                           dddmmss.s |
 RB1346| RB1345 FLETCH                              APPROX. 0.9 KM 1885855.0 |
 RB1346|---------------------------------------------------------------------|
 RB1346
 RB1346                          SUPERSEDED SURVEY CONTROL
 RB1346
 RB1346  NAD 83(1986)-  45 01 15.12096(N)    118 56 27.57024(W) AD(       ) 3
 RB1346  NAD 27      -  45 01 15.55300(N)    118 56 23.66200(W) AD(       ) 3
 RB1346  NGVD 29 (07/19/86) 1199.3    (m)         3935.     (f) VERT ANG    3  
 RB1346
 RB1346.Superseded values are not recommended for survey control.
 RB1346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1346.See file dsdata.txt to determine how the superseded data were derived.
 RB1346
 RB1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK4707687101(NAD 83)
 RB1346_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RB1346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB1346_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RB1346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB1346+STABILITY: SURFACE MOTION
 RB1346
 RB1346  HISTORY     - Date     Condition        Report By
 RB1346  HISTORY     - 1946     MONUMENTED       CGS
 RB1346
 RB1346                          STATION DESCRIPTION
 RB1346
 RB1346'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 RB1346'STATION WAS LOCATED BY TRIANGULATION FROM STATION FLETCH 1946 AND
 RB1346'CAMAS 1946.  SEE DESCRIPTION FOR FLETCH 1946.
 RB1346'
 RB1346'SUBSTITUTE STATION P.P. 107V-109A IS A FENCE CORNER 17 FEET WEST
 RB1346'OF STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1889 ***********************************************************************
 RD1889  DESIGNATION -  FLETCHER
 RD1889  PID         -  RD1889
 RD1889  STATE/COUNTY-  OR/TILLAMOOK
 RD1889  USGS QUAD   -  NESTUCCA BAY (1985)
 RD1889
 RD1889                         *CURRENT SURVEY CONTROL
 RD1889  ___________________________________________________________________
 RD1889* NAD 83(1991)-  45 09 27.70481(N)    123 56 25.71174(W)     ADJUSTED  
 RD1889* NAVD 88     -        65.4    (meters)     215.     (feet)  VERTCON   
 RD1889  ___________________________________________________________________
 RD1889  LAPLACE CORR-          17.83  (seconds)                    DEFLEC99
 RD1889  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 RD1889  HORZ ORDER  -  THIRD
 RD1889
 RD1889.The horizontal coordinates were established by classical geodetic methods
 RD1889.and adjusted by the National Geodetic Survey in October 1991.
 RD1889
 RD1889.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD1889.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD1889
 RD1889.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1889
 RD1889.The geoid height was determined by GEOID03.
 RD1889
 RD1889;                    North         East     Units Scale Factor Converg.
 RD1889;SPC OR N     -   171,443.734 2,229,584.806   MT  0.99989460   -2 26 23.8
 RD1889;SPC OR N     -   562,479.44  7,314,910.78   iFT  0.99989460   -2 26 23.8
 RD1889;UTM  10      - 5,000,898.830   426,079.768   MT  0.99966719   -0 40 00.7
 RD1889
 RD1889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1889!SPC OR N     -   0.99999332  x   0.99989460  =   0.99988792
 RD1889!UTM  10      -   0.99999332  x   0.99966719  =   0.99966051
 RD1889
 RD1889:                Primary Azimuth Mark                     Grid Az
 RD1889:SPC OR N     -  SHEEP HILL                               288 11 30.9
 RD1889:UTM  10      -  SHEEP HILL                               286 25 07.8
 RD1889
 RD1889|---------------------------------------------------------------------|
 RD1889| PID    Reference Object                     Distance      Geod. Az  |
 RD1889|                                                           dddmmss.s |
 RD1889| RD1875 SHEEP HILL                          APPROX. 1.4 KM 2854507.1 |
 RD1889|---------------------------------------------------------------------|
 RD1889
 RD1889                          SUPERSEDED SURVEY CONTROL
 RD1889
 RD1889  NAD 83(1986)-  45 09 27.73715(N)    123 56 25.72016(W) AD(       ) 3
 RD1889  NAD 27      -  45 09 28.35000(N)    123 56 21.31300(W) AD(       ) 3
 RD1889  NGVD 29 (07/19/86)   64.3    (m)          211.     (f) VERT ANG    3  
 RD1889
 RD1889.Superseded values are not recommended for survey control.
 RD1889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1889.See file dsdata.txt to determine how the superseded data were derived.
 RD1889
 RD1889_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR2608000899(NAD 83)
 RD1889
 RD1889  HISTORY     - Date     Condition        Report By
 RD1889  HISTORY     - 1883     MONUMENTED       CGS
 RD1889  HISTORY     - 1908     SEE DESCRIPTION  CGS
 RD1889
 RD1889                          STATION DESCRIPTION
 RD1889
 RD1889'DESCRIBED BY COAST AND GEODETIC SURVEY 1908
 RD1889'STATION IS ON THE S SIDE OF THE LITTLE NESTUGGA RIVER, 35 METERS
 RD1889'NW FROM THE HIGHEST PART OF A HILL BETWEEN THE RIVER AND THE ROAD
 RD1889'LEADING TO GRANDE RONDE RESERVATION.  THERE IS A LARGE HOLE 3.5
 RD1889'METERS W OF THE STATION AND A BLAZED TREE 37.8 METERS SW.
 RD1889'
 RD1889'THE STATION IS MARKED 3 FEET UNDERGROUND BY A COPPER TACK IN THE
 RD1889'CORK OF A BOTTLE AND AT THE SURFACE BY A DRILL HOLE IN A LARGE ROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 LV1083 ***********************************************************************
 LV1083  DESIGNATION -  FLINT RIDGE 1872
 LV1083  PID         -  LV1083
 LV1083  STATE/COUNTY-  OR/CURRY
 LV1083  USGS QUAD   -  REQUA (1966)
 LV1083
 LV1083                         *CURRENT SURVEY CONTROL
 LV1083  ___________________________________________________________________
 LV1083* NAD 83(1992)-  41 31 29.64317(N)    124 04 30.89977(W)     ADJUSTED  
 LV1083* NAVD 88     -       245.     (meters)     804.     (feet)  SCALED    
 LV1083  ___________________________________________________________________
 LV1083  EPOCH DATE  -        1991.35
 LV1083  LAPLACE CORR-          11.21  (seconds)                    DEFLEC99
 LV1083  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 LV1083  HORZ ORDER  -  SECOND
 LV1083
 LV1083.The horizontal coordinates were established by classical geodetic methods
 LV1083.and adjusted by the National Geodetic Survey in March 1994.
 LV1083.The horizontal coordinates are valid at the epoch date displayed above.
 LV1083.The epoch date for horizontal control is a decimal equivalence
 LV1083.of Year/Month/Day.
 LV1083
 LV1083.The orthometric height was scaled from a topographic map.
 LV1083
 LV1083.The Laplace correction was computed from DEFLEC99 derived deflections.
 LV1083
 LV1083.The geoid height was determined by GEOID03.
 LV1083
 LV1083;                    North         East     Units Scale Factor Converg.
 LV1083;SPC OR S     -    -9,378.968 1,201,595.525   MT  1.00030107   -2 26 45.6
 LV1083;SPC OR S     -   -30,770.89  3,942,242.54   iFT  1.00030107   -2 26 45.6
 LV1083;UTM  10      - 4,597,586.789   410,290.399   MT  0.99969904   -0 42 46.4
 LV1083
 LV1083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LV1083!SPC OR S     -   0.99996607  x   1.00030107  =   1.00026713
 LV1083!UTM  10      -   0.99996607  x   0.99969904  =   0.99966512
 LV1083
 LV1083:                Primary Azimuth Mark                     Grid Az
 LV1083:SPC OR S     -  HIGH BLUFF 1871                          196 56 35.6
 LV1083:UTM  10      -  HIGH BLUFF 1871                          195 12 36.4
 LV1083
 LV1083|---------------------------------------------------------------------|
 LV1083| PID    Reference Object                     Distance      Geod. Az  |
 LV1083|                                                           dddmmss.s |
 LV1083| LV1079 HIGH BLUFF 1871                     APPROX. 1.5 KM 1942950.0 |
 LV1083| LV1087 ROCK                                APPROX. 7.2 KM 3262455.3 |
 LV1083|---------------------------------------------------------------------|
 LV1083
 LV1083                          SUPERSEDED SURVEY CONTROL
 LV1083
 LV1083  NAD 83(1986)-  41 31 29.63365(N)    124 04 30.88799(W) AD(1984.00) 2
 LV1083  NAD 27      -  41 31 30.19700(N)    124 04 26.62100(W) AD(       ) 2
 LV1083
 LV1083.Superseded values are not recommended for survey control.
 LV1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1083.See file dsdata.txt to determine how the superseded data were derived.
 LV1083
 LV1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL1029097587(NAD 83)
 LV1083
 LV1083  HISTORY     - Date     Condition        Report By
 LV1083  HISTORY     - 1872     MONUMENTED       COASUR
 LV1083  HISTORY     - 1919     SEE DESCRIPTION  CGS
 LV1083
 LV1083                          STATION DESCRIPTION
 LV1083
 LV1083'DESCRIBED BY COAST AND GEODETIC SURVEY 1919
 LV1083'STATION IS ON THE LONG SLOPING RIDGE BACK OF FLINT ROCK, ABOUT
 LV1083'800 FEET IN ELEVATION AND 50 OR 60 METERS FROM THE FOREST
 LV1083'EDGE.  THE STATION IS MARKED AT THE SURFACE BY A BRONZE DISK
 LV1083'IN CONCRETE, AS DESCRIBED IN NOTE 1C, AND UNDERGROUND MARK IS
 LV1083'BOTTLE 3 FEET BELOW THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 LV1084 ***********************************************************************
 LV1084  DESIGNATION -  FLINT ROCK 2 1914
 LV1084  PID         -  LV1084
 LV1084  STATE/COUNTY-  OR/CURRY
 LV1084  USGS QUAD   -  REQUA (1966)
 LV1084
 LV1084                         *CURRENT SURVEY CONTROL
 LV1084  ___________________________________________________________________
 LV1084* NAD 83(1992)-  41 31 28.14196(N)    124 05 02.82163(W)     ADJUSTED  
 LV1084* NAVD 88     -        54.     (meters)     177.     (feet)  SCALED    
 LV1084  ___________________________________________________________________
 LV1084  EPOCH DATE  -        1991.35
 LV1084  LAPLACE CORR-          11.13  (seconds)                    DEFLEC99
 LV1084  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 LV1084  HORZ ORDER  -  SECOND
 LV1084
 LV1084.The horizontal coordinates were established by classical geodetic methods
 LV1084.and adjusted by the National Geodetic Survey in March 1994.
 LV1084.The horizontal coordinates are valid at the epoch date displayed above.
 LV1084.The epoch date for horizontal control is a decimal equivalence
 LV1084.of Year/Month/Day.
 LV1084
 LV1084.The orthometric height was scaled from a topographic map.
 LV1084
 LV1084.The Laplace correction was computed from DEFLEC99 derived deflections.
 LV1084
 LV1084.The geoid height was determined by GEOID03.
 LV1084
 LV1084;                    North         East     Units Scale Factor Converg.
 LV1084;SPC OR S     -    -9,393.620 1,200,853.904   MT  1.00030127   -2 27 07.4
 LV1084;SPC OR S     -   -30,818.96  3,939,809.40   iFT  1.00030127   -2 27 07.4
 LV1084;UTM  10      - 4,597,549.735   409,550.006   MT  0.99970068   -0 43 07.5
 LV1084
 LV1084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LV1084!SPC OR S     -   0.99999604  x   1.00030127  =   1.00029731
 LV1084!UTM  10      -   0.99999604  x   0.99970068  =   0.99969672
 LV1084
 LV1084:                Primary Azimuth Mark                     Grid Az
 LV1084:SPC OR S     -  KLAMATH S 2 1914                         040 28 25.1
 LV1084:UTM  10      -  KLAMATH S 2 1914                         038 44 25.2
 LV1084
 LV1084|---------------------------------------------------------------------|
 LV1084| PID    Reference Object                     Distance      Geod. Az  |
 LV1084|                                                           dddmmss.s |
 LV1084| LV1086 KLAMATH S 2 1914                    APPROX. 1.0 KM 0380117.7 |
 LV1084| LV1087 ROCK                                APPROX. 6.9 KM 3314538.1 |
 LV1084|---------------------------------------------------------------------|
 LV1084
 LV1084                          SUPERSEDED SURVEY CONTROL
 LV1084
 LV1084  NAD 83(1986)-  41 31 28.13208(N)    124 05 02.80880(W) AD(1984.00) 2
 LV1084  NAD 27      -  41 31 28.69500(N)    124 04 58.54000(W) AD(       ) 2
 LV1084
 LV1084.Superseded values are not recommended for survey control.
 LV1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1084.See file dsdata.txt to determine how the superseded data were derived.
 LV1084
 LV1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL0955097550(NAD 83)
 LV1084
 LV1084  HISTORY     - Date     Condition        Report By
 LV1084  HISTORY     - 1914     MONUMENTED       CGS
 LV1084  HISTORY     - 1929     SEE DESCRIPTION  CGS
 LV1084  HISTORY     - 1939     SEE DESCRIPTION  CGS
 LV1084
 LV1084                          STATION DESCRIPTION
 LV1084
 LV1084'DESCRIBED BY COAST AND GEODETIC SURVEY 1929
 LV1084'STATION IS ON THE SEAWARD FACE OF THE HIGHEST POINT OF FLINT
 LV1084'ROCK, THE LARGE ROCK ABOUT 1 MILE BELOW THE MOUTH OF THE KLAMATH
 LV1084'RIVER.  IT IS NECESSARY TO USE LADDERS AND ROPES TO CLIMB THE
 LV1084'ROCK.  THE STATION IS SURROUNDED BY POISON OAK.  IT IS MARKED
 LV1084'BY A BRONZE DISK IN CONCRETE, AS DESCRIBED IN NOTE 1A.  THE
 LV1084'REFERENCE MARK, A BRONZE DISK IN CONCRETE, AS DESCRIBED IN NOTE
 LV1084'11A, IS 3.96 METERS (13.0 FEET) E OF THE STATION.
 LV1084
 LV1084                          STATION RECOVERY (1939)
 LV1084
 LV1084'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (IER)
 LV1084'THE STATION WAS NOT VISITED.  THE OLD SIGNAL WAS STILL UP AND
 LV1084'THE POSITION CHECKED BY THE PLANE TABLE.  ORIGINAL DESCRIPTION
 LV1084'FOLLOWS--
 LV1084'
 LV1084'STATION IS LOCATED ON THE SEAWARD FACE OF THE LARGE ROCK
 LV1084'ABOUT 1 MILE S OF THE MOUTH OF THE KLAMATH RIVER.  IT IS ABOUT
 LV1084'3 FEET FROM THE EDGE OF THE ROCK AND MARKED BY A STANDARD DISK
 LV1084'SET IN A BLOCK OF CONCRETE.
 LV1084'
 LV1084'REFERENCE MARK IS A STANDARD DISK SET IN A BLOCK OF CONCRETE
 LV1084'13.0 FEET E OF THE STATION.  FLINT ROCK IS VERY DIFFICULT TO
 LV1084'ASCEND AND IS ALSO FAIRLY DANGEROUS.  THE TRAIL STARTS AT THE
 LV1084'SE CORNER OF THE ROCK AND FOLLOWS ALONG THE POINT OF THE ROCK.
 LV1084'THIS IS THE ONLY PLACE THE ROCK CAN BE SCALED.  NECESSARY TO
 LV1084'USE ROPES AND LADDERS TO CLIMB.  (OLD LADDERS STILL IN PLACE.)
 LV1084'STATION SURROUNDED BY POISON OAK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2122 ***********************************************************************
 RD2122  DESIGNATION -  FLO
 RD2122  PID         -  RD2122
 RD2122  STATE/COUNTY-  OR/MULTNOMAH
 RD2122  USGS QUAD   -  MULTNOMAH FALLS (1994)
 RD2122
 RD2122                         *CURRENT SURVEY CONTROL
 RD2122  ___________________________________________________________________
 RD2122* NAD 83(1991)-  45 35 40.11583(N)    122 04 09.63613(W)     ADJUSTED  
 RD2122* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 RD2122  ___________________________________________________________________
 RD2122  LAPLACE CORR-           6.64  (seconds)                    DEFLEC99
 RD2122  GEOID HEIGHT-         -21.98  (meters)                     GEOID03
 RD2122  HORZ ORDER  -  THIRD
 RD2122
 RD2122.The horizontal coordinates were established by classical geodetic methods
 RD2122.and adjusted by the National Geodetic Survey in October 1991.
 RD2122
 RD2122.The orthometric height was scaled from a topographic map.
 RD2122
 RD2122.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2122
 RD2122.The geoid height was determined by GEOID03.
 RD2122
 RD2122;                    North         East     Units Scale Factor Converg.
 RD2122;SPC OR N     -   215,412.981 2,377,565.694   MT  0.99992217   -1 06 46.6
 RD2122;SPC OR N     -   706,735.50  7,800,412.38   iFT  0.99992217   -1 06 46.6
 RD2122;SPC WA S     -    30,244.925   377,548.867   MT  1.00006268   -1 08 23.9
 RD2122;SPC WA S     -    99,228.56  1,238,674.91   sFT  1.00006268   -1 08 23.9
 RD2122;UTM  10      - 5,049,413.844   572,587.464   MT  0.99966478   +0 39 53.6
 RD2122
 RD2122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2122!SPC OR N     -   1.00000282  x   0.99992217  =   0.99992499
 RD2122!SPC WA S     -   1.00000282  x   1.00006268  =   1.00006550
 RD2122!UTM  10      -   1.00000282  x   0.99966478  =   0.99966760
 RD2122
 RD2122:                Primary Azimuth Mark                     Grid Az
 RD2122:SPC OR N     -  ON                                       237 57 46.8
 RD2122:SPC WA S     -  ON                                       237 59 24.1
 RD2122:UTM  10      -  ON                                       236 11 06.6
 RD2122
 RD2122|---------------------------------------------------------------------|
 RD2122| PID    Reference Object                     Distance      Geod. Az  |
 RD2122|                                                           dddmmss.s |
 RD2122| RD2154 ON                                  APPROX. 1.6 KM 2365100.2 |
 RD2122|---------------------------------------------------------------------|
 RD2122
 RD2122                          SUPERSEDED SURVEY CONTROL
 RD2122
 RD2122  NAD 83(1986)-  45 35 40.12510(N)    122 04 09.64347(W) AD(       ) 3
 RD2122  NAD 27      -  45 35 40.69400(N)    122 04 05.34100(W) AD(       ) 3
 RD2122
 RD2122.Superseded values are not recommended for survey control.
 RD2122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2122.See file dsdata.txt to determine how the superseded data were derived.
 RD2122
 RD2122_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER7258749414(NAD 83)
 RD2122
 RD2122  HISTORY     - Date     Condition        Report By
 RD2122  HISTORY     - 1935     MONUMENTED       USE
 RD2122  HISTORY     - 1946     SEE DESCRIPTION  CGS
 RD2122
 RD2122                          STATION DESCRIPTION
 RD2122
 RD2122'DESCRIBED BY US ENGINEERS 1935
 RD2122'ON S BANK OF COLUMBIA RIVER, ABOUT 1,800 FEET DUE N OF
 RD2122'HORSETAIL FALLS, DIRECTLY ACROSS RIVER FROM 3 SMALL
 RD2122'SHACKS WHICH ARE ON WASHINGTON SHORE, IN CENTER OF
 RD2122'GROUP OF SEVERAL COTTONWOOD STUMPS.
 RD2122'
 RD2122'STATION IS MARKED BY SECTION OF 1 1/4-INCH PIPE IN CONCRETE
 RD2122'POST WITH USED FLO 1935 MARKED IN CONCRETE.  A 16-INCH
 RD2122'COTTONWOOD TREE IS DISTANT 19 FEET S 2 DEG E, MAGNETIC.
 RD2122
 RD2122                          STATION RECOVERY (1946)
 RD2122
 RD2122'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (EHB)
 RD2122'STATION WAS SEARCHED FOR, BUT NEITHER THE MARK NOR THE
 RD2122'BLAZED COTTONWOOD TREE WAS FOUND.  THERE IS EVIDENCE OF
 RD2122'CONSIDERABLE BANK EROSION DURING HIGH RIVER STAGE, SO IT
 RD2122'IS HIGHLY PROBABLE THAT THE MARK HAS WASHED AWAY.  THE
 RD2122'NEW COLUMBIA RIVER HIGHWAY IS NOW UNDER CONSTRUCTION IN
 RD2122'THIS AREA.
 RD2122'
 RD2122'STATION MARK, AN IRON PIPE IN CONCRETE BLOCK MARKED FLO 2 USED
 RD2122'1940, WAS FOUND WASHED OUT AND LYING NEAR THE BANK IN
 RD2122'THIS VICINITY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB1437 ***********************************************************************
 RB1437  DESIGNATION -  FLO
 RB1437  PID         -  RB1437
 RB1437  STATE/COUNTY-  OR/MORROW
 RB1437  USGS QUAD   -  THOMPSON FLAT (1995)
 RB1437
 RB1437                         *CURRENT SURVEY CONTROL
 RB1437  ___________________________________________________________________
 RB1437* NAD 83(1991)-  45 00 12.85461(N)    119 14 11.61231(W)     ADJUSTED  
 RB1437* NAVD 88     -      1352.5    (meters)    4437.     (feet)  VERTCON   
 RB1437  ___________________________________________________________________
 RB1437  LAPLACE CORR-           7.83  (seconds)                    DEFLEC99
 RB1437  GEOID HEIGHT-         -18.83  (meters)                     GEOID03
 RB1437  HORZ ORDER  -  FIRST
 RB1437
 RB1437.The horizontal coordinates were established by classical geodetic methods
 RB1437.and adjusted by the National Geodetic Survey in October 1991.
 RB1437
 RB1437.The NAVD 88 height was computed by applying the VERTCON shift value to
 RB1437.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RB1437
 RB1437.The Laplace correction was computed from DEFLEC99 derived deflections.
 RB1437
 RB1437.The geoid height was determined by GEOID03.
 RB1437
 RB1437;                    North         East     Units Scale Factor Converg.
 RB1437;SPC OR N     -   149,337.196 2,599,597.990   MT  0.99989872   +0 53 45.7
 RB1437;SPC OR N     -   489,951.43  8,528,864.80   iFT  0.99989872   +0 53 45.7
 RB1437;UTM  11      - 4,985,780.470   323,735.831   MT  0.99998205   -1 34 55.2
 RB1437
 RB1437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RB1437!SPC OR N     -   0.99979094  x   0.99989872  =   0.99968968
 RB1437!UTM  11      -   0.99979094  x   0.99998205  =   0.99977299
 RB1437
 RB1437:                Primary Azimuth Mark                     Grid Az
 RB1437:SPC OR N     -  POT                                      029 20 16.5
 RB1437:UTM  11      -  POT                                      031 48 57.4
 RB1437
 RB1437|---------------------------------------------------------------------|
 RB1437| PID    Reference Object                     Distance      Geod. Az  |
 RB1437|                                                           dddmmss.s |
 RB1437| RB1436 POT                                 APPROX. 1.7 KM 0301402.2 |
 RB1437| CF5293 FLO RM 1                             13.642 METERS 06911     |
 RB1437| CF5294 FLO RM 2                             25.600 METERS 34017     |
 RB1437|---------------------------------------------------------------------|
 RB1437
 RB1437                          SUPERSEDED SURVEY CONTROL
 RB1437
 RB1437  NAD 83(1986)-  45 00 12.86180(N)    119 14 11.60821(W) AD(       ) 1
 RB1437  NAD 27      -  45 00 13.31800(N)    119 14 07.64800(W) AD(       ) 1
 RB1437  NGVD 29 (07/19/86) 1351.4    (m)         4434.     (f) VERT ANG    3  
 RB1437
 RB1437.Superseded values are not recommended for survey control.
 RB1437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1437.See file dsdata.txt to determine how the superseded data were derived.
 RB1437
 RB1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK2373685780(NAD 83)
 RB1437_MARKER: Z = SEE DESCRIPTION
 RB1437_SETTING: 0 = UNSPECIFIED SETTING
 RB1437_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RB1437
 RB1437  HISTORY     - Date     Condition        Report By
 RB1437  HISTORY     - 1946     MONUMENTED       CGS
 RB1437  HISTORY     - 1963     SEE DESCRIPTION  ORTAX
 RB1437  HISTORY     - 1969     GOOD             USGS
 RB1437
 RB1437                          STATION DESCRIPTION
 RB1437
 RB1437'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 RB1437'STATION IS LOCATED ABOUT 9 MILES NORTH-NORTHWEST OF RITTER AND
 RB1437'ABOUT 12 MILES SOUTH-SOUTHWEST OF ELLIS GUARD STATION, ON THE
 RB1437'SOUTHWESTERN END OF POTAMUS RIDGE AND ABOUT 1 MILE SOUTHWEST OF
 RB1437'THE POTAMUS RIDGE LOOKOUT TOWER.  IT IS ON THE HIGH RIM ABOUT
 RB1437'1-1/2 MILES NORTH OF THE NORTH FORK OF THE JOHN DAY RIVER.
 RB1437'STATION IS ABOUT 20 FEET NORTH OF THE SHARP BREAK OF HILL AND
 RB1437'ABOUT 30 FEET WEST OF A 6 INCH JUNIPER TREE.  THE MARK IS A
 RB1437'STANDARD BRONZE DISK STAMPED--FLO 1946 AND IS SET IN BEDROCK
 RB1437'ABOUT 7 INCHES BELOW THE SURFACE OF THE GROUND.
 RB1437'
 RB1437'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION AT ABOUT THE
 RB1437'SAME ELEVATION.  IT IS A STANDARD BRONZE DISK STAMPED--FLO NO 1
 RB1437'1946 AND IS SET IN BEDROCK ABOUT 7 INCHES BELOW THE SURFACE OF
 RB1437'THE GROUND.
 RB1437'
 RB1437'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION AND ABOUT 2 FEET
 RB1437'HIGHER.  IT IS A STANDARD BRONZE DISK STAMPED--FLO NO 2 1946 SET
 RB1437'IN A ROUND CONCRETE BLOCK WHICH PROJECTS 3 INCHES.
 RB1437'
 RB1437'STATION POT 1946 WAS USED AS THE AZIMUTH MARK.  SEE DESCRIPTION
 RB1437'FOR THAT STATION.
 RB1437'
 RB1437'TO REACH STATION FROM UKIAH, GO WESTERLY ON GRAVEL ROAD FOR 1.2
 RB1437'MILES TO JUNCTION OF ROUTE 395, HERE TURN RIGHT AND GO 0.7 MILE
 RB1437'TO A SIDE ROAD LEFT AND SIGN ON THE RIGHT ELLIS RS 16, HERE TURN
 RB1437'LEFT AS PER SIGN AND CONTINUE FOR 2.05 MILES TO A FORK, TAKE
 RB1437'RIGHT FORK AND CONTINUE FOR 4.5 MILES TO A CATTLE GUARD AND
 RB1437'ENTRANCE TO UMATILLA NATIONAL FOREST, CROSS CATTLE GUARD AND
 RB1437'CONTINUE ON THE MAIN TRAVELED ROAD FOR 7.2 MILES ALONG
 RB1437'TELEPHONE LINE TO A FORK, TAKE RIGHT FORK AND GO 0.25 MILE TO
 RB1437'THE ELLIS GUARD STATION, HERE TURN LEFT AND GO 0.15 MILE TO
 RB1437'A CROSS ROAD AND SIGN POTAMUS LO 14 CONTINUE STRAIGHT AHEAD
 RB1437'ACROSS THE GOOD ROAD ONTO WOODS ROAD AS PER SIGN AND GO 2.2
 RB1437'MILES TO A CROSS ROAD, HERE CONTINUE STRAIGHT AHEAD AND 0GO .4
 RB1437'MILE TO FORK, TAKE LEFT FORK AND CONTINUE FOR 3.2 MILES TO A SIDE
 RB1437'ROAD LEFT AND SIGNS ON THE RIGHT, HERE CONTINUE STRAIGHT AHEAD AS
 RB1437'PER SIGN RIMROCK ROAD AND GO 1.0 MILE TO SIDE ROAD LEFT AND
 RB1437'SIGNS, HERE CONTINUE STRAIGHT AHEAD AS PER SIGN POTAMUS RIDGE
 RB1437'LO 7 AND GO 5.3 MILES TO FORK, TAKE RIGHT FORK AND CONTINUE
 RB1437'FOR 0.2 MILE TO FORK, TAKE RIGHT FORK AND CONTINUE 0.2 MILE TO
 RB1437'THE LOOKOUT TOWER.  FROM HERE DRIVE ACROSS COUNTRY, AVOIDING
 RB1437'LARGE BOULDERS, SOUTHWESTERLY TO THE SOUTHWEST RIM AND STATION
 RB1437'SITE.  TWO SMALL TREES ARE VISIBLE FROM THE LOOKOUT TOWER ON
 RB1437'THE RIM AT THE STATION SITE.
 RB1437
 RB1437                          STATION RECOVERY (1963)
 RB1437
 RB1437'RECOVERY NOTE BY OREGON STATE TAX COMMISSION 1963
 RB1437'STATION, RM 1, RM 2, WERE RECOVERED IN GOOD CONDITION.
 RB1437
 RB1437                          STATION RECOVERY (1969)
 RB1437
 RB1437'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 RB1437'RECOVERED AS DESCRIBED BY NGS.
 RB1437'
 RB1437'NOTE--RM 1 IS A BURIED MARK AND WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2123 ***********************************************************************
 RD2123  DESIGNATION -  FLO 3
 RD2123  PID         -  RD2123
 RD2123  STATE/COUNTY-  OR/MULTNOMAH
 RD2123  USGS QUAD   -  MULTNOMAH FALLS (1994)
 RD2123
 RD2123                         *CURRENT SURVEY CONTROL
 RD2123  ___________________________________________________________________
 RD2123* NAD 83(1991)-  45 35 39.95755(N)    122 04 09.34765(W)     ADJUSTED  
 RD2123* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 RD2123  ___________________________________________________________________
 RD2123  LAPLACE CORR-           6.66  (seconds)                    DEFLEC99
 RD2123  GEOID HEIGHT-         -21.98  (meters)                     GEOID03
 RD2123  HORZ ORDER  -  THIRD
 RD2123
 RD2123.The horizontal coordinates were established by classical geodetic methods
 RD2123.and adjusted by the National Geodetic Survey in October 1991.
 RD2123
 RD2123.The orthometric height was scaled from a topographic map.
 RD2123
 RD2123.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2123
 RD2123.The geoid height was determined by GEOID03.
 RD2123
 RD2123;                    North         East     Units Scale Factor Converg.
 RD2123;SPC OR N     -   215,407.974 2,377,571.850   MT  0.99992216   -1 06 46.4
 RD2123;SPC OR N     -   706,719.07  7,800,432.58   iFT  0.99992216   -1 06 46.4
 RD2123;SPC WA S     -    30,239.914   377,555.021   MT  1.00006270   -1 08 23.7
 RD2123;SPC WA S     -    99,212.12  1,238,695.10   sFT  1.00006270   -1 08 23.7
 RD2123;UTM  10      - 5,049,409.032   572,593.770   MT  0.99966479   +0 39 53.8
 RD2123
 RD2123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2123!SPC OR N     -   1.00000282  x   0.99992216  =   0.99992498
 RD2123!SPC WA S     -   1.00000282  x   1.00006270  =   1.00006552
 RD2123!UTM  10      -   1.00000282  x   0.99966479  =   0.99966761
 RD2123
 RD2123|---------------------------------------------------------------------|
 RD2123| PID    Reference Object                     Distance      Geod. Az  |
 RD2123|                                                           dddmmss.s |
 RD2123| CE2552 FLO 3 RM 2                           19.150 METERS 07515     |
 RD2123| CE2551 FLO 3 RM 1                            7.070 METERS 15214     |
 RD2123| RD2148 ARCHER                              APPROX. 3.2 KM 3105002.5 |
 RD2123|---------------------------------------------------------------------|
 RD2123
 RD2123                          SUPERSEDED SURVEY CONTROL
 RD2123
 RD2123  NAD 83(1986)-  45 35 39.96683(N)    122 04 09.35503(W) AD(       ) 3
 RD2123  NAD 27      -  45 35 40.53500(N)    122 04 05.05500(W) AD(       ) 3
 RD2123
 RD2123.Superseded values are not recommended for survey control.
 RD2123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2123.See file dsdata.txt to determine how the superseded data were derived.
 RD2123
 RD2123_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER7259449409(NAD 83)
 RD2123_MARKER: DS = TRIANGULATION STATION DISK
 RD2123_SETTING: 0 = UNSPECIFIED SETTING
 RD2123
 RD2123  HISTORY     - Date     Condition        Report By
 RD2123  HISTORY     - 1947     MONUMENTED       CGS
 RD2123  HISTORY     - 1948     GOOD             CGS
 RD2123  HISTORY     - 1952     MARK NOT FOUND   CGS
 RD2123
 RD2123                          STATION DESCRIPTION
 RD2123
 RD2123'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (EHB)
 RD2123'STATION IS ON SE BANK OF COLUMBIA RIVER, APPROXIMATELY 2.3 MILES NE
 RD2123'OF MULTNOMAH FALLS, APPROXIMATELY 680 METERS NW OF CREST OF HORSETAIL
 RD2123'FALLS, APPROXIMATELY 310 METERS NE OF PLACE WHERE CREEK FROM
 RD2123'HORSETAIL FALLS EMPTIES INTO THE COLUMBIA RIVER, ON W EDGE OF TALL
 RD2123'COTTONWOOD TREES IN OPEN BERMUDA GRASS PATCH, 4.5 METERS E OF BANK OF
 RD2123'RIVER, 8.1 METERS W OF A 20-INCH-DIAMETER TRIANGULAR-BLAZED
 RD2123'COTTONWOOD TREE, AND 20.7 METERS SW OF A 3-FOOT DIAMETER
 RD2123'TRIANGULAR-BLAZED COTTONWOOD TREE.  MARK IS A BRONZE STATION DISK
 RD2123'STAMPED FLO 3 1947 AND IS SET IN AN 8-INCH-DIAMETER TILE, 4 FEET IN
 RD2123'LENGTH WHICH IS FILLED WITH CONCRETE, THE TOP OF WHICH PROJECTS 6
 RD2123'INCHES ABOVE THE SURROUNDING SURFACE.
 RD2123'
 RD2123'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK STAMPED FLO 3 NO 1 1947
 RD2123'AND IS SET IN THE TOP OF A 12 BY 12-INCH CONCRETE MONUMENT THE TOP
 RD2123'OF WHICH PROJECTS APPROXIMATELY 3 INCHES ABOVE THE SURROUNDING
 RD2123'SURFACE.  THIS MARK IS 1.2 METERS W OF A 20-INCH DIAMETER
 RD2123'TRIANGULAR-BLAZED COTTONWOOD TREE, SE OF STATION AND APPROXIMATELY ON
 RD2123'THE SAME ELEVATION WITH THE STATION.
 RD2123'
 RD2123'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK STAMPED FLO 3 NO 2 1947
 RD2123'AND IS SET IN THE TOP OF A 12-BY 12-INCH CONCRETE MONUMENT, THE TOP
 RD2123'OF WHICH PROJECTS APPROXIMATELY 3 INCHES ABOVE THE SURROUNDING
 RD2123'SURFACE.  THIS MARK IS 1.8 METERS NW OF A 3-FOOT-DIAMETER
 RD2123'TRIANGULAR-BLAZED COTTONWOOD TREE, NE OF THE STATION, AND
 RD2123'APPROXIMATELY ON THE SAME ELEVATION WITH THE STATION.
 RD2123
 RD2123                          STATION RECOVERY (1948)
 RD2123
 RD2123'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RAE)
 RD2123'STATION AND R.M. 1 WERE RECOVERED IN GOOD CONDITION AS DESCRIBED BY
 RD2123'E.H.B. IN 1947 WITH THE FOLLOWING EXCEPTIONS NOTED--
 RD2123'
 RD2123'BOTH BLAZED TREES HAVE NOW BEEN FELLED.  R.M. 2 HAS BEEN DESTROYED BY
 RD2123'A FALLING TREE.
 RD2123
 RD2123                          STATION RECOVERY (1952)
 RD2123
 RD2123'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ANS)
 RD2123'THE STATION WAS NOT RECOVERED.  IT IS BELIEVED TO HAVE BEEN
 RD2123'DESTROYED OR COVERED BY THE CONSTRUCTION OF THE NEW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0708 ***********************************************************************
 OA0708  TIDAL BM    -  This is a Tidal Bench Mark.
 OA0708  DESIGNATION -  FLORENCE
 OA0708  PID         -  OA0708
 OA0708  STATE/COUNTY-  OR/LANE
 OA0708  USGS QUAD   -  FLORENCE (1984)
 OA0708
 OA0708                         *CURRENT SURVEY CONTROL
 OA0708  ___________________________________________________________________
 OA0708* NAD 83(1991)-  43 58 00.59399(N)    124 06 30.36401(W)     ADJUSTED  
 OA0708* NAVD 88     -        10.494  (meters)      34.43   (feet)  ADJUSTED  
 OA0708  ___________________________________________________________________
 OA0708  LAPLACE CORR-          13.76  (seconds)                    DEFLEC99
 OA0708  GEOID HEIGHT-         -24.76  (meters)                     GEOID03
 OA0708  DYNAMIC HT  -          10.493 (meters)      34.43  (feet)  COMP
 OA0708  MODELED GRAV-     980,533.6   (mgal)                       NAVD 88
 OA0708
 OA0708  HORZ ORDER  -  THIRD
 OA0708  VERT ORDER  -  FIRST     CLASS II
 OA0708
 OA0708.The horizontal coordinates were established by classical geodetic methods
 OA0708.and adjusted by the National Geodetic Survey in October 1991.
 OA0708
 OA0708.The orthometric height was determined by differential leveling
 OA0708.and adjusted in June 1991.
 OA0708
 OA0708.This Tidal Bench Mark is designated as VM 14421
 OA0708.by the Center for Operational Oceanographic Products and Services.
 OA0708
 OA0708.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA0708
 OA0708.The geoid height was determined by GEOID03.
 OA0708
 OA0708.The dynamic height is computed by dividing the NAVD 88
 OA0708.geopotential number by the normal gravity value computed on the
 OA0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0708.degrees latitude (g = 980.6199 gals.).
 OA0708
 OA0708.The modeled gravity was interpolated from observed gravity values.
 OA0708
 OA0708;                    North         East     Units Scale Factor Converg.
 OA0708;SPC OR S     -   261,755.845 1,210,512.009   MT  0.99999174   -2 28 07.3
 OA0708;SPC OR S     -   858,779.02  3,971,496.09   iFT  0.99999174   -2 28 07.3
 OA0708;UTM  10      - 4,868,786.067   411,082.552   MT  0.99969724   -0 46 10.5
 OA0708
 OA0708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA0708!SPC OR S     -   1.00000224  x   0.99999174  =   0.99999398
 OA0708!UTM  10      -   1.00000224  x   0.99969724  =   0.99969948
 OA0708
 OA0708|---------------------------------------------------------------------|
 OA0708| PID    Reference Object                     Distance      Geod. Az  |
 OA0708|                                                           dddmmss.s |
 OA0708| OA0378 S 198                                11.452 METERS 09224     |
 OA0708| OA1078 SPUR 2                              APPROX. 2.9 KM 1135831.5 |
 OA0708| OA1089 RAIL                                418.062 METERS 1814611.9 |
 OA0708| OA1090 WALK                                144.891 METERS 18428     |
 OA0708|---------------------------------------------------------------------|
 OA0708
 OA0708                          SUPERSEDED SURVEY CONTROL
 OA0708
 OA0708  NAD 83(1986)-  43 58 00.60094(N)    124 06 30.41691(W) AD(       ) 3
 OA0708  NAD 27      -  43 58 01.15600(N)    124 06 25.99600(W) AD(       ) 3
 OA0708  NGVD 29 (07/19/86)    9.44   (m)           31.0    (f) LEVELING    3  
 OA0708
 OA0708.Superseded values are not recommended for survey control.
 OA0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0708.See file dsdata.txt to determine how the superseded data were derived.
 OA0708
 OA0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP1108368786(NAD 83)
 OA0708_MARKER: DS = TRIANGULATION STATION DISK
 OA0708_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OA0708_SP_SET: BRIDGE SIDEWALK
 OA0708_STAMPING: FLORENCE 1956
 OA0708_MARK LOGO: CGS   
 OA0708_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OA0708_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OA0708+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2007
 OA0708
 OA0708  HISTORY     - Date     Condition        Report By
 OA0708  HISTORY     - 1956     MONUMENTED       CGS
 OA0708  HISTORY     - 1971     SEE DESCRIPTION  NGS
 OA0708  HISTORY     - 1984     GOOD             USPSQD
 OA0708  HISTORY     - 1987     GOOD             USPSQD
 OA0708  HISTORY     - 1987     GOOD             NGS
 OA0708  HISTORY     - 19940903 GOOD             USPSQD
 OA0708  HISTORY     - 20050813 GOOD             GEOCAC
 OA0708  HISTORY     - 20070811 GOOD             GEOCAC
 OA0708
 OA0708                          STATION DESCRIPTION
 OA0708
 OA0708'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 OA0708'THE STATION IS LOCATED AT THE NORTHWEST CORNER OF THE SIUSLAW
 OA0708'RIVER BRIDGE IN FLORENCE.
 OA0708'
 OA0708'THE STATION MARK, STAMPED FLORENCE 1956, IS A STANDARD BRONZE
 OA0708'DISK SET FLUSH IN A DRILL HOLE IN THE SURFACE OF THE WEST CONCRETE
 OA0708'SIDEWALK OF THE BRIDGE.  IT IS 17 FEET WEST OF THE CENTERLINE OF
 OA0708'U.S. HIGHWAY 101, 6 FEET SOUTH OF THE NORTH END OF THE BRIDGE, 4
 OA0708'FEET EAST OF THE EAST SIDE OF A CONCRETE SPIRE, AND 4 FEET WEST
 OA0708'OF THE EAST EDGE OF THE SIDEWALK.
 OA0708'
 OA0708'B.M. S 198 (OSHD), STAMPED B.M. S 198 1936, IS A BRONZE OREGON
 OA0708'STATE HIGHWAY DEPARTMENT DISK SET FLUSH IN A DRILL HOLE IN THE
 OA0708'EAST SIDEWALK OF THE BRIDGE.  IT IS 20 FEET EAST OF THE CENTERLINE
 OA0708'OF THE HIGHWAY, 1.5 FEET SOUTH OF THE NORTH END OF THE BRIDGE,
 OA0708'AND 0.8 FEET WEST OF THE NORTHWEST CORNER OF A CONCRETE SPIRE.
 OA0708
 OA0708                          STATION RECOVERY (1971)
 OA0708
 OA0708'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RBM)
 OA0708'THE STATION AND BENCH MARK S 198 (OSHD) WERE RECOVERED IN GOOD
 OA0708'CONDITION.
 OA0708'
 OA0708'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OA0708'AT FLORENCE.
 OA0708
 OA0708                          STATION RECOVERY (1984)
 OA0708
 OA0708'RECOVERY NOTE BY US POWER SQUADRON 1984 (RS)
 OA0708'FLORENCE 1956 CONDITION GOOD.
 OA0708'
 OA0708'RECOVERED AS DESCRIBED ALSO B.M. 5198 (OSHD).
 OA0708
 OA0708                          STATION RECOVERY (1987)
 OA0708
 OA0708'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWE)
 OA0708'RECOVERED IN GOOD CONDITION.
 OA0708
 OA0708                          STATION RECOVERY (1987)
 OA0708
 OA0708'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 OA0708'1.0 KM (0.60 MI) SOUTH FROM FLORENCE.
 OA0708'1.0 KM (0.60 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM ITS JUNCTION
 OA0708'WITH STATE HIGHWAY 126 IN FLORENCE, IN TOP OF AND 1.8 M (5.9 FT)
 OA0708'SOUTH OF THE NORTH END OF THE WEST CONCRETE WALKWAY OF A BRIDGE
 OA0708'SPANNING THE SIUSLAW RIVER, AND 5.5 M (18.0 FT) WEST OF THE
 OA0708'CENTERLINE OF THE HIGHWAY.
 OA0708'THE MARK IS 0.4 M ABOVE THE HIGHWAY.
 OA0708
 OA0708                          STATION RECOVERY (1994)
 OA0708
 OA0708'RECOVERY NOTE BY US POWER SQUADRON 1994
 OA0708'RECOVERED IN GOOD CONDITION.
 OA0708
 OA0708                          STATION RECOVERY (2005)
 OA0708
 OA0708'RECOVERY NOTE BY GEOCACHING 2005 (HMT)
 OA0708'RECOVERED IN GOOD CONDITION.
 OA0708
 OA0708                          STATION RECOVERY (2007)
 OA0708
 OA0708'RECOVERY NOTE BY GEOCACHING 2007 (ADS)
 OA0708'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 DI0946 ***********************************************************************
 DI0946  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI0946  DESIGNATION -  FLORENCE COOP CORS ARP
 DI0946  CORS_ID     -  LFLO
 DI0946  PID         -  DI0946
 DI0946  STATE/COUNTY-  OR/LANE
 DI0946  USGS QUAD   -  FLORENCE (1984)
 DI0946
 DI0946                         *CURRENT SURVEY CONTROL
 DI0946  ___________________________________________________________________
 DI0946* NAD 83(CORS)-  43 59 00.96460(N)    124 06 27.69262(W)     ADJUSTED  
 DI0946* NAVD 88     -              **(meters)            **(feet)            
 DI0946  ___________________________________________________________________
 DI0946  EPOCH DATE  -        2002.00
 DI0946  X           -  -2,577,621.332 (meters)                     COMP
 DI0946  Y           -  -3,806,030.006 (meters)                     COMP
 DI0946  Z           -   4,406,776.527 (meters)                     COMP
 DI0946  ELLIP HEIGHT-          -6.044 (meters)          (08/??/06) ADJUSTED
 DI0946  GEOID HEIGHT-         -24.72  (meters)                     GEOID03
 DI0946  HORZ ORDER  -  SPECIAL (CORS)
 DI0946  ELLP ORDER  -  SPECIAL (CORS)
 DI0946
 DI0946.ITRF positions are available for this station.
 DI0946.The coordinates were established by GPS observations
 DI0946.and adjusted by the National Geodetic Survey in August 2006.
 DI0946.The coordinates are valid at the epoch date displayed above.
 DI0946.The epoch date for horizontal control is a decimal equivalence
 DI0946.of Year/Month/Day.
 DI0946
 DI0946
 DI0946.The PID for the CORS L1 Phase Center is DI0947.
 DI0946
 DI0946.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI0946
 DI0946.The ellipsoidal height was determined by GPS observations
 DI0946.and is referenced to NAD 83.
 DI0946
 DI0946.The geoid height was determined by GEOID03.
 DI0946
 DI0946;                    North         East     Units Scale Factor Converg.
 DI0946;SPC OR S     -   263,614.842 1,210,651.746   MT  0.99999587   -2 28 05.5
 DI0946;SPC OR S     -   864,878.09  3,971,954.55   iFT  0.99999587   -2 28 05.5
 DI0946
 DI0946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0946!SPC OR S     -   1.00000095  x   0.99999587  =   0.99999682
 DI0946
 DI0946                          SUPERSEDED SURVEY CONTROL
 DI0946
 DI0946.No superseded survey control is available for this station.
 DI0946
 DI0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP1116770648(NAD 83)
 DI0946_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DI0946
 DI0946                          STATION DESCRIPTION
 DI0946
 DI0946'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006
 DI0946'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DI0946'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI0946'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI0946'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI0946'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 DI0947 ***********************************************************************
 DI0947  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI0947  DESIGNATION -  FLORENCE COOP CORS L1 PHASE CENTER
 DI0947  CORS_ID     -  LFLO
 DI0947  PID         -  DI0947
 DI0947  STATE/COUNTY-  OR/LANE
 DI0947  USGS QUAD   -  FLORENCE (1984)
 DI0947
 DI0947                         *CURRENT SURVEY CONTROL
 DI0947  ___________________________________________________________________
 DI0947* NAD 83(CORS)-  43 59 00.96468(N)    124 06 27.69256(W)     ADJUSTED  
 DI0947* NAVD 88     -              **(meters)            **(feet)            
 DI0947  ___________________________________________________________________
 DI0947  EPOCH DATE  -        2002.00
 DI0947  X           -  -2,577,621.373 (meters)                     COMP
 DI0947  Y           -  -3,806,030.068 (meters)                     COMP
 DI0947  Z           -   4,406,776.603 (meters)                     COMP
 DI0947  ELLIP HEIGHT-          -5.938 (meters)          (08/??/06) ADJUSTED
 DI0947  GEOID HEIGHT-         -24.72  (meters)                     GEOID03
 DI0947  HORZ ORDER  -  SPECIAL (CORS)
 DI0947  ELLP ORDER  -  SPECIAL (CORS)
 DI0947
 DI0947.ITRF positions are available for this station.
 DI0947.The coordinates were established by GPS observations
 DI0947.and adjusted by the National Geodetic Survey in August 2006.
 DI0947.The coordinates are valid at the epoch date displayed above.
 DI0947.The epoch date for horizontal control is a decimal equivalence
 DI0947.of Year/Month/Day.
 DI0947
 DI0947
 DI0947.The PID for the CORS ARP is DI0946.
 DI0947
 DI0947.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI0947
 DI0947.The ellipsoidal height was determined by GPS observations
 DI0947.and is referenced to NAD 83.
 DI0947
 DI0947.The geoid height was determined by GEOID03.
 DI0947
 DI0947;                    North         East     Units Scale Factor Converg.
 DI0947;SPC OR S     -   263,614.844 1,210,651.747   MT  0.99999587   -2 28 05.5
 DI0947;SPC OR S     -   864,878.10  3,971,954.55   iFT  0.99999587   -2 28 05.5
 DI0947
 DI0947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0947!SPC OR S     -   1.00000093  x   0.99999587  =   0.99999680
 DI0947
 DI0947                          SUPERSEDED SURVEY CONTROL
 DI0947
 DI0947.No superseded survey control is available for this station.
 DI0947
 DI0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP1116770648(NAD 83)
 DI0947_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DI0947
 DI0947                          STATION DESCRIPTION
 DI0947
 DI0947'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DI0947'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DI0947'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI0947'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI0947'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI0947'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0380 ***********************************************************************
 OA0380  DESIGNATION -  FLORENCE EAST BASE
 OA0380  PID         -  OA0380
 OA0380  STATE/COUNTY-  OR/LANE
 OA0380  USGS QUAD   -  FLORENCE (1984)
 OA0380
 OA0380                         *CURRENT SURVEY CONTROL
 OA0380  ___________________________________________________________________
 OA0380* NAD 83(1986)-  43 57 58.     (N)    124 06 27.     (W)     SCALED    
 OA0380* NAVD 88     -         3.81   (meters)      12.5    (feet)  RESET     
 OA0380  ___________________________________________________________________
 OA0380  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 OA0380  VERT ORDER  -  THIRD
 OA0380
 OA0380.The horizontal coordinates were scaled from a topographic map and have
 OA0380.an estimated accuracy of +/- 6 seconds.
 OA0380
 OA0380.The orthometric height was computed from unverified reset data.
 OA0380
 OA0380.The geoid height was determined by GEOID03.
 OA0380
 OA0380;                    North         East    Units  Estimated Accuracy
 OA0380;SPC OR S     -   261,670.    1,210,580.      MT  (+/- 180 meters Scaled)
 OA0380
 OA0380                          SUPERSEDED SURVEY CONTROL
 OA0380
 OA0380.No superseded survey control is available for this station.
 OA0380
 OA0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP111687(NAD 83)
 OA0380_MARKER: DD = SURVEY DISK
 OA0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA0380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OA0380_STAMPING: FLORENCE EAST BASE 1934 M
 OA0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0380+STABILITY: SURFACE MOTION
 OA0380
 OA0380  HISTORY     - Date     Condition        Report By
 OA0380  HISTORY     - 1934     MONUMENTED       ORHD
 OA0380  HISTORY     - 1955     MARK NOT FOUND   NGS
 OA0380  HISTORY     - 20021125 MARK NOT FOUND   USPSQD
 OA0380
 OA0380                          STATION DESCRIPTION
 OA0380
 OA0380'DESCRIBED BY OREGON HIGHWAY DEPARTMENT 1934
 OA0380'IN FLORENCE.
 OA0380'FLORENCE, UNDER NORTH CONCRETE APPROACH TO OREGON COAST HIGHWAY BRIDGE
 OA0380'OVER SIUSLAW RIVER, NORTH SIDE OF MAIN STREET, ABOUT 68 FEET WEST OF
 OA0380'NORTHWEST CORNER OF UNIMPROVED STREET JUST EAST OF BRIDGE, ABOUT 60
 OA0380'FEET WEST OF HYDRANT, ON CENTERLINE OF MAIN PART OF BRIDGE, ABOUT 3
 OA0380'FEET EAST OF TANGENT TO WEST FACES OF CONCRETE COLUMNS NORTH AND SOUTH
 OA0380'OF STREET, IN ROADWAY ABOUT 1 FOOT SOUTH OF WALK.  DISK STAMPED
 OA0380'FLORENCE EAST BASE 1934 M IN CONCRETE POST.
 OA0380
 OA0380                          STATION RECOVERY (1955)
 OA0380
 OA0380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 OA0380'MARK NOT FOUND.
 OA0380
 OA0380                          STATION RECOVERY (2002)
 OA0380
 OA0380'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 OA0380'PAVED OVER WITH ABOUT 5 INCHES ASPHALT PAVING.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1085 ***********************************************************************
 OA1085  DESIGNATION -  FLORENCE MUNICIPAL TANK
 OA1085  PID         -  OA1085
 OA1085  STATE/COUNTY-  OR/LANE
 OA1085  USGS QUAD   -  FLORENCE (1984)
 OA1085
 OA1085                         *CURRENT SURVEY CONTROL
 OA1085  ___________________________________________________________________
 OA1085* NAD 83(1991)-  43 58 32.98683(N)    124 05 56.44378(W)     ADJUSTED  
 OA1085* NAVD 88     -              **(meters)            **(feet)            
 OA1085  ___________________________________________________________________
 OA1085  LAPLACE CORR-          13.71  (seconds)                    DEFLEC99
 OA1085  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 OA1085  HORZ ORDER  -  THIRD
 OA1085
 OA1085.The horizontal coordinates were established by classical geodetic methods
 OA1085.and adjusted by the National Geodetic Survey in October 1991.
 OA1085
 OA1085
 OA1085.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1085
 OA1085.The geoid height was determined by GEOID03.
 OA1085
 OA1085;                    North         East     Units Scale Factor Converg.
 OA1085;SPC OR S     -   262,722.172 1,211,310.401   MT  0.99999395   -2 27 44.1
 OA1085;SPC OR S     -   861,949.38  3,974,115.49   iFT  0.99999395   -2 27 44.1
 OA1085;UTM  10      - 4,869,775.348   411,851.712   MT  0.99969557   -0 45 47.4
 OA1085
 OA1085                          SUPERSEDED SURVEY CONTROL
 OA1085
 OA1085  NAD 83(1986)-  43 58 32.99397(N)    124 05 56.49722(W) AD(       ) 4
 OA1085  NAD 27      -  43 58 33.55000(N)    124 05 52.07700(W) AD(       ) 3
 OA1085
 OA1085.Superseded values are not recommended for survey control.
 OA1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1085.See file dsdata.txt to determine how the superseded data were derived.
 OA1085
 OA1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP1185269775(NAD 83)
 OA1085_MARKER: 51 = TANK
 OA1085_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OA1085+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2004
 OA1085
 OA1085  HISTORY     - Date     Condition        Report By
 OA1085  HISTORY     - 1956     FIRST OBSERVED   CGS
 OA1085  HISTORY     - 1971     GOOD             NGS
 OA1085  HISTORY     - 1984     GOOD             USPSQD
 OA1085  HISTORY     - 19940818 GOOD             USPSQD
 OA1085  HISTORY     - 20040720 GOOD             USPSQD
 OA1085
 OA1085                          STATION DESCRIPTION
 OA1085
 OA1085'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 OA1085'THE TANK IS LOCATED IN THE NORTHEAST EDGE OF FLORENCE, 0.25 MILE
 OA1085'EAST OF U.S. HIGHWAY 101, AND 0.1 MILE NORTH OF STATE HIGHWAY 36.
 OA1085'
 OA1085'IT IS A STEEL TANK SUPPORTED BY SIX LEGS, IS SILVER IN COLOR,
 OA1085'AND IS 149 FEET IN HEIGHT.  IT HAS A CAPACITY OF 250,000
 OA1085'GALLONS.  THE POINT INTERSECTED WAS THE APEX OF THE TANK.
 OA1085
 OA1085                          STATION RECOVERY (1971)
 OA1085
 OA1085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RBM)
 OA1085'THE STATION WAS RECOVERED IN GOOD CONDITION.
 OA1085'
 OA1085'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OA1085'AT FLORENCE.
 OA1085
 OA1085                          STATION RECOVERY (1984)
 OA1085
 OA1085'RECOVERY NOTE BY US POWER SQUADRON 1984 (RS)
 OA1085'STATION CONDITION GOOD.
 OA1085'
 OA1085'RECOVERED AS DESCRIBED.
 OA1085'
 OA1085'NEW DIRECTIONS-
 OA1085'
 OA1085'THE TANK IS LOCATED IN THE NORTHEAST EDGE OF FLORENCE, 0.25 EAST OF
 OA1085'US HIGHWAY 101, AND 0.1 NORTH OF STATE HIGHWAY 126.  THIS TANK IS AT
 OA1085'WEST EDGE OF SPRUCE STREET JUST NORTH OF 10TH STREET.
 OA1085
 OA1085                          STATION RECOVERY (1994)
 OA1085
 OA1085'RECOVERY NOTE BY US POWER SQUADRON 1994
 OA1085'RECOVERED IN GOOD CONDITION.
 OA1085
 OA1085                          STATION RECOVERY (2004)
 OA1085
 OA1085'RECOVERY NOTE BY US POWER SQUADRON 2004 (RHC)
 OA1085'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1161 ***********************************************************************
 NZ1161  DESIGNATION -  FLOUNCE ROCK
 NZ1161  PID         -  NZ1161
 NZ1161  STATE/COUNTY-  OR/JACKSON
 NZ1161  USGS QUAD   -  CASCADE GORGE (1988)
 NZ1161
 NZ1161                         *CURRENT SURVEY CONTROL
 NZ1161  ___________________________________________________________________
 NZ1161* NAD 83(1991)-  42 43 37.68286(N)    122 36 33.23284(W)     ADJUSTED  
 NZ1161* NAVD 88     -      1270.5    (meters)    4168.     (feet)  VERTCON   
 NZ1161  ___________________________________________________________________
 NZ1161  LAPLACE CORR-           6.58  (seconds)                    DEFLEC99
 NZ1161  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 NZ1161  HORZ ORDER  -  SECOND
 NZ1161
 NZ1161.The horizontal coordinates were established by classical geodetic methods
 NZ1161.and adjusted by the National Geodetic Survey in October 1991.
 NZ1161
 NZ1161.The NAVD 88 height was computed by applying the VERTCON shift value to
 NZ1161.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NZ1161
 NZ1161.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ1161
 NZ1161.The geoid height was determined by GEOID03.
 NZ1161
 NZ1161;                    North         East     Units Scale Factor Converg.
 NZ1161;SPC OR S     -   119,974.781 1,327,283.508   MT  0.99992411   -1 26 34.9
 NZ1161;SPC OR S     -   393,618.05  4,354,604.69   iFT  0.99992411   -1 26 34.9
 NZ1161;UTM  10      - 4,730,588.252   531,991.508   MT  0.99961259   +0 15 54.5
 NZ1161
 NZ1161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NZ1161!SPC OR S     -   0.99980449  x   0.99992411  =   0.99972862
 NZ1161!UTM  10      -   0.99980449  x   0.99961259  =   0.99941716
 NZ1161
 NZ1161|---------------------------------------------------------------------|
 NZ1161| PID    Reference Object                     Distance      Geod. Az  |
 NZ1161|                                                           dddmmss.s |
 NZ1161| CD8540 FLOUNCE ROCK RM 2                     9.432 METERS 15253     |
 NZ1161| CD8539 FLOUNCE ROCK RM 1                     8.140 METERS 26910     |
 NZ1161| NZ1165 BURNT PEAK                          APPROX. 5.0 KM 2995923.8 |
 NZ1161|---------------------------------------------------------------------|
 NZ1161
 NZ1161                          SUPERSEDED SURVEY CONTROL
 NZ1161
 NZ1161  NAD 83(1986)-  42 43 37.67721(N)    122 36 33.24801(W) AD(       ) 2
 NZ1161  NAD 27      -  42 43 38.21986(N)    122 36 29.10931(W) AD(       ) 2
 NZ1161  NGVD 29 (07/19/86) 1269.4    (m)         4165.     (f) VERT ANG    3  
 NZ1161
 NZ1161.Superseded values are not recommended for survey control.
 NZ1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1161.See file dsdata.txt to determine how the superseded data were derived.
 NZ1161
 NZ1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN3199230588(NAD 83)
 NZ1161_MARKER: DD = SURVEY DISK
 NZ1161_SETTING: 80 = SET IN A BOULDER
 NZ1161_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 NZ1161_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NZ1161+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2004
 NZ1161
 NZ1161  HISTORY     - Date     Condition        Report By
 NZ1161  HISTORY     - 1972     MONUMENTED       OR-029
 NZ1161  HISTORY     - 20040420 GOOD             BLM
 NZ1161
 NZ1161                          STATION DESCRIPTION
 NZ1161
 NZ1161'DESCRIBED BY JACKSON COUNTY OREGON 1972 (LFS)
 NZ1161'THE STATION IS 12 MILES NORTHEAST OF SHADY COVE, AND 6 MILES
 NZ1161'WEST-SOUTHWEST OF PROSPECT ON A PROMINENT ROCK BLUFF OVERLOOKING
 NZ1161'THE ROGUE RIVER.  THE STATION IS ON GOVERNMENT OWNED LAND.
 NZ1161'
 NZ1161'TO REACH THE STATION FROM THE SHADY COVE POST OFFICE GO NORTH ON
 NZ1161'STATE HIGHWAY 62 FOR 2.1 MILES TO THE JUNCTION WITH STATE HIGHWAY
 NZ1161'227, CONTINUE NORTHEAST ON STATE HIGHWAY 62 FOR 15.1 MILES TO THE
 NZ1161'CASCADE GORGE STORE ON THE RIGHT, CONTINUE NORTHEAST ON STATE
 NZ1161'HIGHWAY 62 FOR 1.0 MILE TO ULRICH ROAD ON THE LEFT, TURN LEFT,
 NZ1161'AND GO NORTHWEST ON ULRICH ROAD FOR 1.3 MILES TO A LOGGING ROAD
 NZ1161'LEFT, TURN LEFT, AND GO SOUTHWEST ON LOGGING ROAD FOR 2.4 MILES
 NZ1161'TO A FORK, AND SIGN, FLOUNCE ROCK, TAKE LEFT FORK, AND
 NZ1161'CONTINUE SOUTHWEST FOR 0.3 MILE TO SOME ANTENNAS, AND
 NZ1161'SMALL SHEDS, AT THE END OF TRUCK TRAVEL.  HIKE SOUTHWEST OUT
 NZ1161'THE ROCKY RIDGE TO THE BLUFF, AND STATION.
 NZ1161'
 NZ1161'THE STATION MARK, STAMPED FLOUNCE ROCK 1964, IS A U.S. ENGINEERS
 NZ1161'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 6 INCHES,
 NZ1161'40 FEET SOUTHEAST, AND 3 FEET LOWER THAN THE HIGHEST PART OF THE
 NZ1161'SUMMIT.
 NZ1161'
 NZ1161'REFERENCE MARK NO. 1, STAMPED FLOUNCE ROCK 1964 RM NO. 1 1972,
 NZ1161'IS A JACKSON COUNTY CONTROL DISK CEMENTED IN A DRILL HOLE IN A
 NZ1161'BOULDER THAT IS FLUSH WITH THE GROUND ON THE NORTH SIDE, AND
 NZ1161'PROJECTS 18 INCHES ON THE SOUTH SIDE, AND IS 4 FEET LOWER THAN THE
 NZ1161'STATION.
 NZ1161'
 NZ1161'REFERENCE MARK NO. 2, STAMPED FLOUNCE ROCK 1964 RM NO. 2 1972, IS
 NZ1161'A JACKSON COUNTY CONTROL DISK CEMENTED IN A DRILL HOLE IN A BOULDER
 NZ1161'THAT PROJECTS 5 INCHES, AND IS 1 FOOT LOWER THAN THE STATION.
 NZ1161
 NZ1161                          STATION RECOVERY (2004)
 NZ1161
 NZ1161'RECOVERY NOTE BY BUREAU OF LAND MANAGEMENT 2004 (TON)
 NZ1161'NEEDS NEW TO REACH WRITTEN.  STATION WAS OCCUPIED WITH TRIMBLE 4700
 NZ1161'DUAL FREQUENCY GPS UNITS.  TWO THREE HOUR SESSIONS WERE OBSERVERED.
 NZ1161'THE RINEX FILES WERE THEN SUBMITTED TO OPUS.  LAT AND LONG FOR EACH
 NZ1161'SESSION AGREED VERY CLOSELY. FILES WERE 10961040.04O ABD 10961041.04O.
 NZ1161'THE MARK IS VERY ACCESSIBLE AND COULD BE USED AS A GPS CONTROL STATION
 NZ1161'WITH BETTER NGS COORDINATE VALUES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1088 ***********************************************************************
 OA1088  DESIGNATION -  FLOW
 OA1088  PID         -  OA1088
 OA1088  STATE/COUNTY-  OR/LANE
 OA1088  USGS QUAD   -  FLORENCE (1984)
 OA1088
 OA1088                         *CURRENT SURVEY CONTROL
 OA1088  ___________________________________________________________________
 OA1088* NAD 83(1991)-  43 58 52.18441(N)    124 06 04.14875(W)     ADJUSTED  
 OA1088* NAVD 88     -        12.7    (meters)      42.     (feet)  VERTCON   
 OA1088  ___________________________________________________________________
 OA1088  LAPLACE CORR-          13.81  (seconds)                    DEFLEC99
 OA1088  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 OA1088  HORZ ORDER  -  SECOND
 OA1088
 OA1088.The horizontal coordinates were established by classical geodetic methods
 OA1088.and adjusted by the National Geodetic Survey in October 1991.
 OA1088
 OA1088.The NAVD 88 height was computed by applying the VERTCON shift value to
 OA1088.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OA1088
 OA1088.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1088
 OA1088.The geoid height was determined by GEOID03.
 OA1088
 OA1088;                    North         East     Units Scale Factor Converg.
 OA1088;SPC OR S     -   263,321.523 1,211,164.299   MT  0.99999527   -2 27 49.4
 OA1088;SPC OR S     -   863,915.76  3,973,636.15   iFT  0.99999527   -2 27 49.4
 OA1088;UTM  10      - 4,870,369.926   411,687.953   MT  0.99969592   -0 45 53.0
 OA1088
 OA1088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1088!SPC OR S     -   1.00000189  x   0.99999527  =   0.99999716
 OA1088!UTM  10      -   1.00000189  x   0.99969592  =   0.99969781
 OA1088
 OA1088:                Primary Azimuth Mark                     Grid Az
 OA1088:SPC OR S     -  GREEN 2                                  040 21 18.6
 OA1088:UTM  10      -  GREEN 2                                  038 39 22.2
 OA1088
 OA1088|---------------------------------------------------------------------|
 OA1088| PID    Reference Object                     Distance      Geod. Az  |
 OA1088|                                                           dddmmss.s |
 OA1088| QE2586 GREEN 2                             APPROX. 2.8 KM 0375329.2 |
 OA1088|---------------------------------------------------------------------|
 OA1088
 OA1088                          SUPERSEDED SURVEY CONTROL
 OA1088
 OA1088  NAD 83(1986)-  43 58 52.19180(N)    124 06 04.20204(W) AD(       ) 2
 OA1088  NAD 27      -  43 58 52.74953(N)    124 05 59.77789(W) AD(       ) 2
 OA1088  NGVD 29 (07/19/86)   11.6    (m)           38.     (f) VERT ANG    3  
 OA1088
 OA1088.Superseded values are not recommended for survey control.
 OA1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1088.See file dsdata.txt to determine how the superseded data were derived.
 OA1088
 OA1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP1168870370(NAD 83)
 OA1088_MARKER: Z = SEE DESCRIPTION
 OA1088_SETTING: 0 = UNSPECIFIED SETTING
 OA1088_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OA1088
 OA1088  HISTORY     - Date     Condition        Report By
 OA1088  HISTORY     - 1965     MONUMENTED       ORDT
 OA1088
 OA1088                          STATION DESCRIPTION
 OA1088
 OA1088'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1965 (PAS)
 OA1088'THE STATION IS IN THE NORTH PART OF FLORENCE ON THE EAST
 OA1088'RIGHT-OF-WAY OF U.S. HIGHWAY 101.
 OA1088'
 OA1088'TO REACH THE STATION FROM THE NORTH END OF THE BRIDGE OVER THE
 OA1088'SIUSLAW RIVER IN FLORENCE, GO NORTH ON U.S. HIGHWAY 101 FOR 1.1
 OA1088'MILES AND STATION ON RIGHT.
 OA1088'
 OA1088'THE STATION MARK, STAMPED FLOW USC AND GS 1965, IS A STATE
 OA1088'HIGHWAY DEPT. STATION MARK DISK BRAZED TO THE TOP OF A 3-INCH
 OA1088'STEEL PIPE SET IN A 8 INCH TILE THAT IS 7 INCHES BELOW THE
 OA1088'SURFACE.  IT IS 26 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 OA1088'23 FEET NORTH OF THE CENTER LINE OF A DRIVEWAY, AND 23 FEET
 OA1088'SOUTHWEST OF THE WEST END OF A WOODEN FENCE.
 OA1088'
 OA1088'THERE WERE NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1603 ***********************************************************************
 QD1603  DESIGNATION -  FLY
 QD1603  PID         -  QD1603
 QD1603  STATE/COUNTY-  OR/JEFFERSON
 QD1603  USGS QUAD   -  FLY CREEK (1962)
 QD1603
 QD1603                         *CURRENT SURVEY CONTROL
 QD1603  ___________________________________________________________________
 QD1603* NAD 83(1991)-  44 34 55.29298(N)    121 24 10.14120(W)     ADJUSTED  
 QD1603* NAVD 88     -       778.1    (meters)    2553.     (feet)  VERTCON   
 QD1603  ___________________________________________________________________
 QD1603  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 QD1603  GEOID HEIGHT-         -21.63  (meters)                     GEOID03
 QD1603  HORZ ORDER  -  THIRD
 QD1603
 QD1603.The horizontal coordinates were established by classical geodetic methods
 QD1603.and adjusted by the National Geodetic Survey in October 1991.
 QD1603
 QD1603.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1603.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1603
 QD1603.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1603
 QD1603.The geoid height was determined by GEOID03.
 QD1603
 QD1603;                    North         East     Units Scale Factor Converg.
 QD1603;SPC OR N     -   102,117.495 2,428,305.418   MT  0.99994665   -0 38 25.0
 QD1603;SPC OR N     -   335,031.15  7,966,881.29   iFT  0.99994665   -0 38 25.0
 QD1603;UTM  10      - 4,937,761.135   626,794.569   MT  0.99979771   +1 07 16.5
 QD1603
 QD1603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1603!SPC OR N     -   0.99988140  x   0.99994665  =   0.99982806
 QD1603!UTM  10      -   0.99988140  x   0.99979771  =   0.99967913
 QD1603
 QD1603|---------------------------------------------------------------------|
 QD1603| PID    Reference Object                     Distance      Geod. Az  |
 QD1603|                                                           dddmmss.s |
 QD1603| CF4354 FLY RM 2                              8.272 METERS 00942     |
 QD1603| CF3506 FLY RM 3                              8.656 METERS 18941     |
 QD1603| CF4353 FLY RM 1                              7.534 METERS 26627     |
 QD1603| CF4352 FLY AZ MK                                          3565720.6 |
 QD1603|---------------------------------------------------------------------|
 QD1603
 QD1603                          SUPERSEDED SURVEY CONTROL
 QD1603
 QD1603  NAD 83(1986)-  44 34 55.30160(N)    121 24 10.14177(W) AD(       ) 3
 QD1603  NAD 27      -  44 34 55.88300(N)    121 24 05.95800(W) AD(       ) 3
 QD1603  NGVD 29 (07/19/86)  777.0    (m)         2549.     (f) VERT ANG    3  
 QD1603
 QD1603.Superseded values are not recommended for survey control.
 QD1603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1603.See file dsdata.txt to determine how the superseded data were derived.
 QD1603
 QD1603_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ2679537761(NAD 83)
 QD1603_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QD1603_SETTING: 80 = SET IN A BOULDER
 QD1603_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QD1603
 QD1603  HISTORY     - Date     Condition        Report By
 QD1603  HISTORY     - 1946     MONUMENTED       CGS
 QD1603  HISTORY     - 1963     SEE DESCRIPTION  CGS
 QD1603
 QD1603                          STATION DESCRIPTION
 QD1603
 QD1603'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 QD1603'THE STATION IS LOCATED ON A LOW BENCH BETWEEN THE METOLIUS RIVER
 QD1603'AND FLY CREEK AT A POINT ABOUT 1.0 MILE SOUTHWEST OF THE CONFLUENCE
 QD1603'OF THESE TWO STREAMS AND AT THE SOUTHEAST CORNER OF A CULIVATED
 QD1603'FIELD.  HIGHER GROUND TO THE SOUTHWEST.
 QD1603'
 QD1603'TO REACH FROM THE RAILROAD CROSSING JUST SOUTH OF THE DEPOT IN
 QD1603'CULVER.  GO WEST ON THE ROAD, LOCALLY KNOWN AS THE GRANDVIEW LOOP
 QD1603'ROAD, AND GO 10.45 MILES, CROSS THE BRIDGE OVER THE DESCHUTES AND
 QD1603'CROOKED RIVERS, TO THE SUMMIT OF THE RIDGE TO THE WEST OF THE
 QD1603'DESCHUTES RIVER, TAKE THE LEFT FORK AND CONTINUE WEST ON THE MAIN
 QD1603'TRAVELED ROAD FOR 1.5 MILES, CONTINUE STRAIGHT AHEAD ON THE MAIN
 QD1603'TRAVELED ROAD FOR 4.3 MILES, TAKE THE RIGHT FORK AND GO, DOWN
 QD1603'GRADE, FOR 2.95 MILES, CROSS THE BRIDGE OVER FLY CREEK AND
 QD1603'TURN RIGHT, PASSING TO THE WEST OF THE RANCH HOUSE, AND GO
 QD1603'NORTHWEST FOR 0.25 MILE, TAKE THE RIGHT FORK AND GO NORTHEAST
 QD1603'FOR 1.3 MILES, TAKE THE LEFT FORK AND GO UPHILL FOR 0.3
 QD1603'MILE TO THE EDGE OF A CULIVATED FIELD AND THE STATION.
 QD1603'
 QD1603'THE STATION IS A STANDARD DISK, STAMPED FLY 1946, CEMENTED INTO
 QD1603'A DRILL HOLE IN A BOULDER WHICH IS FLUSH WITH THE GROUND.
 QD1603'
 QD1603'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED FLY NO 1
 QD1603'1946, CEMENTED INTO A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT
 QD1603'8 INCHES AND IS ABOUT 1 FOOT HIGHER THAN THE STATION.
 QD1603'
 QD1603'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED FLY NO 2
 QD1603'1946, CEMENTED INTO A DRILL HOLE IN A BOULDER WHICH IS FLUSH WITH
 QD1603'THE GROUND AND IS ABOUT 1 FOOT LOWER THAN THE STATION.
 QD1603'
 QD1603'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED FLY 1946, CEMENTED
 QD1603'INTO A DRILL HOLE IN A BOULDER WHICH IS ABOUT 4 FEET IN DIAMETER
 QD1603'AND PROJECTS ABOUT 6 INCHES.  THE DISK IS LOCATED ABOUT 0.2 MILE
 QD1603'NORTH OF THE STATION ON THE SUMMIT OF A LOW RIDGE ABOUT 14 FEET
 QD1603'NORTH OF THE EDGE OF THE SMALL BLUFF AND 200 FEET WEST OF A WIRE
 QD1603'FENCE.
 QD1603
 QD1603                          STATION RECOVERY (1963)
 QD1603
 QD1603'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FN)
 QD1603'THE STATION MARK, REFERENCE MARK NO. 2 AND AZIMUTH MARK WERE
 QD1603'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 1 HAD
 QD1603'BEEN DESTROYED, REFERENCE MARK NO. 3 WAS ESTABLISHED.  THE TO
 QD1603'REACH FOR THE AZIMUTH MARK HAD BEEN OMITTED.  A NEW DESCRIPTION
 QD1603'FOLLOWS.
 QD1603'
 QD1603'THE STATION IS ABOUT 18 MILES NORTHWEST OF CULVER ON A LOW BENCH
 QD1603'BETWEEN TWO CULTIVATED FIELDS OWNED BY MR. E. B. GRAHAM.
 QD1603'
 QD1603'TO REACH THE STATION FROM THE CULVER POST OFFICE GO WEST ON C
 QD1603'STREET AND THE MACADAM ROAD FOR 0.9 MILE TO A T INTERSECTION,
 QD1603'TURN RIGHT AND GO NORTH ON THE MACADAM ROAD FOR 0.9 MILE TO A SIDE
 QD1603'ROAD LEFT, TURN LEFT AND GO WEST AND NORTH ON THE GRAVELED ROAD
 QD1603'FOR 1.0 MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO WEST AND
 QD1603'NORTHWEST FOR 2.0 MILES TO A FORK, TAKE RIGHT FORK AND GO 0.9
 QD1603'MILE TO THE ENTRANCE TO THE COVE STATE PARK.  CONTINUE ON MAIN
 QD1603'TRAVELED ROAD FOR 0.8 MILE TO THE GRANDVIEW LOOP, TURN RIGHT AND
 QD1603'GO NORTH AND WEST FOR 1.1 MILES TO A FORK, TAKE RIGHT FORK AND
 QD1603'GO 0.7 MILE TO THE BRIDGE OVER THE DESCHUTES RIVER.  CONTINUE
 QD1603'ACROSS BRIDGE AND GO WESTERLY, UPGRADE, FOR 2.5 MILES TO THE
 QD1603'SUMMIT AT A ROAD FORKS, TAKE LEFT FORK AND GO WEST FOR 6.1
 QD1603'MILES TO A FORK, TAKE RIGHT FORK AND GO NORTHWEST PASSING TO
 QD1603'THE RIGHT OF THE FLY LAKE LOOKOUT TOWER FOR 2.7 MILES TO THE
 QD1603'BRIDGE OVER FLY CREEK.  CROSS BRIDGE AND GO NORTH FOR 0.2 MILE
 QD1603'TO A FORK, TAKE RIGHT FORK AND GO NORTHEAST ON TRACK ROAD,
 QD1603'PASSING TO THE LEFT OF ABANDONED RANCH BUILDINGS, FOR 1.3
 QD1603'MILES TO A FORK, TAKE LEFT FORK AND GO WEST AT THE SOUTH END OF
 QD1603'A SMALL FIELD FOR 0.1 MILE THEN TURN RIGHT AND GO NORTH ON THE
 QD1603'WEST SIDE OF THE FIELD FOR 0.2 MILE TO A GATE BETWEEN THE
 QD1603'TWO FIELDS AND THE STATION.
 QD1603'
 QD1603'THE STATION MARK, STAMPED FLY 1946, IS A STANDARD DISK CEMENTED
 QD1603'IN A DRILL HOLE IN BEDROCK.  IT IS 69 FEET NORTHWEST OF A ROCK
 QD1603'GATE POST, 19 FEET NORTH OF THE CENTER OF A TRACK ROAD, 6 FEET
 QD1603'SOUTHWEST OF A SMALL ROCK PILE AND 2 FEET WEST OF A METAL WITNESS
 QD1603'POST.  (NOTE 2)
 QD1603'
 QD1603'REFERENCE MARK NO. 2, STAMPED FLY NO 2 1946, IS A STANDARD DISK
 QD1603'CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE
 QD1603'GROUND.  IT IS 28 FEET NORTH OF THE WITNESS POST, 28 FEET EAST OF
 QD1603'THE CENTER OF THE TRACK ROAD AND 10 FEET WEST OF A JUNIPER TREE
 QD1603'THAT IS 18 INCHES IN DIAMETER.  (NOTE 12A)
 QD1603'
 QD1603'REFERENCE MARK NO. 3, STAMPED FLY NO 3 1946, IS A STANDARD DISK
 QD1603'CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE
 QD1603'GROUND.  IT IS 44 FEET NORTHWEST OF THE ROCK GATE POST, 29 FEET
 QD1603'SOUTH OF THE WITNESS POST, 10 FEET SOUTH OF THE CENTER OF THE
 QD1603'TRACK ROAD AND 1 FOOT NORTH OF A ROCK CAIRN.  (NOTE 12A)
 QD1603'
 QD1603'DISTANCE BETWEEN R.M. NO. 2 AND R.M. NO 3 IS 55.5 FEET.
 QD1603'
 QD1603'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON THE TRACK
 QD1603'ROAD FOR 0.1 MILE TO THE NORTHEAST CORNER OF THE FIELD AND THE
 QD1603'END OF TRUCK TRAVEL.  FROM HERE PACK NORTH OFF THE BENCH AND DOWN
 QD1603'ACROSS THE WEST END OF A SMALL FIELD THEN INTO A PASTURE AND UP ON
 QD1603'ANOTHER BENCH TO THE AZIMUTH MARK.
 QD1603'
 QD1603'THE AZIMUTH MARK, STAMPED FLY 1946, IS A STANDARD DISK CEMENTED IN
 QD1603'A DRILL HOLE IN A HUGE BOULDER THAT PROJECTS 1 FOOT.  IT IS 300
 QD1603'FEET WEST OF A FENCE, 20 FEET NORTH OF THE SOUTH EDGE OF THE BENCH
 QD1603'AND 2 FEET SOUTH OF A ROCK CAIRN.  (NOTE 17C)
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1601 ***********************************************************************
 OA1601  DESIGNATION -  FLY
 OA1601  PID         -  OA1601
 OA1601  STATE/COUNTY-  OR/COOS
 OA1601  USGS QUAD   -  CHARLESTON (1970)
 OA1601
 OA1601                         *CURRENT SURVEY CONTROL
 OA1601  ___________________________________________________________________
 OA1601* NAD 83(1991)-  43 21 31.46881(N)    124 20 02.86745(W)     ADJUSTED  
 OA1601* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 OA1601  ___________________________________________________________________
 OA1601  LAPLACE CORR-          15.08  (seconds)                    DEFLEC99
 OA1601  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 OA1601  HORZ ORDER  -  SECOND
 OA1601
 OA1601.The horizontal coordinates were established by classical geodetic methods
 OA1601.and adjusted by the National Geodetic Survey in October 1991.
 OA1601
 OA1601.The orthometric height was scaled from a topographic map.
 OA1601
 OA1601.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1601
 OA1601.The geoid height was determined by GEOID03.
 OA1601
 OA1601;                    North         East     Units Scale Factor Converg.
 OA1601;SPC OR S     -   195,073.182 1,189,325.939   MT  0.99990010   -2 37 23.2
 OA1601;SPC OR S     -   640,003.88  3,901,987.99   iFT  0.99990010   -2 37 23.2
 OA1601;UTM  10      - 4,801,517.890   391,891.472   MT  0.99974377   -0 54 57.8
 OA1601
 OA1601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1601!SPC OR S     -   1.00000365  x   0.99990010  =   0.99990375
 OA1601!UTM  10      -   1.00000365  x   0.99974377  =   0.99974742
 OA1601
 OA1601|---------------------------------------------------------------------|
 OA1601| PID    Reference Object                     Distance      Geod. Az  |
 OA1601|                                                           dddmmss.s |
 OA1601| CE1497 FLY RM 3                             14.150 METERS 00241     |
 OA1601| OA1568 SIGNAL 8                            APPROX. 1.6 KM 0261826.4 |
 OA1601| OA1510 USCG EMPIRE RC BASE TWR             APPROX. 3.4 KM 0362546.8 |
 OA1601| OA1498 COOS BAY SOUTH RADIO MAST           APPROX. 3.2 KM 0384933.4 |
 OA1601| OA1571 HIGH FREQ DIRECTION FINDER STA      APPROX. 1.0 KM 0394548.1 |
 OA1601| CE1496 FLY RM 2                              6.258 METERS 06004     |
 OA1601| OA1578 COOS BAY PULP CORP STACK            APPROX. 3.7 KM 0621701.9 |
 OA1601| OA1590 NORTH SPIT RED WATER TANK           APPROX. 0.8 KM 0861901.3 |
 OA1601| CE1498 FLY RM 4                             15.635 METERS 12409     |
 OA1601| OA1569 COOS BAY ENTRANCE RANGE F BCN       APPROX. 1.2 KM 1451816.2 |
 OA1601| OA1575 USCG COOS BAY BASE FLAGPOLE         APPROX. 1.3 KM 1622350.7 |
 OA1601| OA1600 COOS HEAD COAST GUARD LOOKOUT       APPROX. 0.6 KM 1935715.0 |
 OA1601| OA1603 USCG COOS BAY BASE LOT              APPROX. 0.9 KM 1942014.3 |
 OA1601| CE0939 NORTH                                              2333519.3 |
 OA1601| OA1565 CAPE ARAGO LIGHTHOUSE               APPROX. 3.9 KM 2394802.8 |
 OA1601| CE1495 FLY RM 1                             14.813 METERS 35938     |
 OA1601|---------------------------------------------------------------------|
 OA1601
 OA1601                          SUPERSEDED SURVEY CONTROL
 OA1601
 OA1601  NAD 83(1986)-  43 21 31.46433(N)    124 20 02.91586(W) AD(       ) 2
 OA1601  NAD 27      -  43 21 32.06500(N)    124 19 58.48600(W) AD(       ) 2
 OA1601
 OA1601.Superseded values are not recommended for survey control.
 OA1601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1601.See file dsdata.txt to determine how the superseded data were derived.
 OA1601
 OA1601_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCP9189101518(NAD 83)
 OA1601_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OA1601_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 OA1601_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 OA1601_MAGNETIC: N = NO MAGNETIC MATERIAL
 OA1601_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OA1601+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2000
 OA1601
 OA1601  HISTORY     - Date     Condition        Report By
 OA1601  HISTORY     - 1928     MONUMENTED       CGS
 OA1601  HISTORY     - 1945     SEE DESCRIPTION  CGS
 OA1601  HISTORY     - 1970     SEE DESCRIPTION  NGS
 OA1601  HISTORY     - 1977     GOOD             NOS
 OA1601  HISTORY     - 20000430 GOOD             EVANS
 OA1601
 OA1601                          STATION DESCRIPTION
 OA1601
 OA1601'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (GLB)
 OA1601'ABOUT 250 METERS N OF THE NORTH JETTY OF THE COOS BAY ENTRANCE,
 OA1601'150 METERS IN FROM ORDINARY HIGH-WATER LINE, AND ON TOP OF A HIGH
 OA1601'GRASS-COVERED SAND DUNE.  THE OLD COAST GUARD BOATHOUSE IS ABOUT
 OA1601'75 METERS SSW OF THE STATION.  SURFACE MARK - NOTE 6A.  SUBSURFACE
 OA1601'- BRONZE DISK IN CONC.
 OA1601'
 OA1601'WITNESS STAKES WERE SET AS FOLLOWS, DISTANCES AND DIRECTIONS
 OA1601'BEING ESTIMATED--4-1/2 METERS NW OF STATION, A 2-INCH BY 6-INCH
 OA1601'BY 6-FOOT POST.  3-1/2 METERS WNW OF N REFERENCE MARK, A 6-INCH
 OA1601'POLE 6 FEET LONG.  2 METERS SE OF E REFERENCE MARK, A 2-INCH BY
 OA1601'4-INCH BY 5-FOOT POST.  BOTH R.M.S ARE BRONZE REF. DISKS IN
 OA1601'CONCRETE.
 OA1601'
 OA1601'THE N REFERENCE MARK IS ON A GRASSY DUNE NW OF THE STATION.  THE
 OA1601'E REFERENCE MARK IS ON A GRASSY DUNE E OF THE STATION.
 OA1601
 OA1601                          STATION RECOVERY (1945)
 OA1601
 OA1601'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (KGC)
 OA1601'STATION WAS RECOVERED IN GOOD CONDITION.  THE E REFERENCE MARK COULD
 OA1601'NOT BE FOUND.  THERE IS NO SAND DUNE IN THIS DIRECTION FROM THE
 OA1601'STATION AT THE PRESENT TIME.  THE WITNESS MARKS NW OF STATION
 OA1601'AND BY THE E REFERENCE MARK ARE GONE.  THE 6-INCH BY 6-FOOT POST
 OA1601'3-1/2 METERS WNW OF N REFERENCE MARK WAS RECOVERED.  THERE IS NO
 OA1601'SIGN OF THE OLD COAST GUARD BOATHOUSE SSW OF STATION.
 OA1601'
 OA1601'STATION IS LOCATED ON THE W SIDE OF THE NORTH SPIT, ABOUT 250
 OA1601'METERS N OF THE N BREAKWATER, AND ABOUT 100 METERS E OF THE GRASS
 OA1601'LINE.  IT IS ON THE TOP OF A GRASS-COVERED SAND DUNE.
 OA1601'
 OA1601'SURFACE STATION MARK IS A BRONZE STATION DISK SET IN CONCRETE AT
 OA1601'THE CENTER OF THE TOP OF A TILE WHICH IS EMBEDDED IN THE
 OA1601'GROUND.  DISK IS STAMPED FLY 1928.  UNDERGROUND MARK IS A BRONZE
 OA1601'STATION DISK SET IN CONCRETE.  SURFACE MARK PROJECTS 3 INCHES.
 OA1601'
 OA1601'THE N REFERENCE MARK IS A BRONZE REFERENCE DISK SET IN
 OA1601'CONCRETE.  THE MARK PROJECTS 3 INCHES AND IS NOT STAMPED.
 OA1601
 OA1601                          STATION RECOVERY (1970)
 OA1601
 OA1601'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 OA1601'PREVIOUS DESCRIPTION FOUND ON PAGES 13, AND 20 OF BOOK NO. 899.
 OA1601'
 OA1601'THE STATION MARK, AND REFERENCE MARK NO. 2 WERE RECOVERED IN GOOD
 OA1601'CONDITION.  REFERENCE MARK NO. 1 WAS FOUND UNEARTHED.  REFERENCE
 OA1601'MARK NO. 3, REFERENCE MARK NO. 4, AND AN AZIMUTH WAS
 OA1601'ESTABLISHED.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 OA1601'
 OA1601'THE STATION IS 2 MILES NORTHWEST OF CHARLESTON, NEAR THE SOUTH
 OA1601'END OF NORTH SPIT UNDER A HYDRO SIGNAL.
 OA1601'
 OA1601'TO REACH THE STATION FROM THE NORTH END OF THE BAY BRIDGE GO
 OA1601'NORTH ON U.S. HIGHWAY 101 FOR 0.7 MILE TO HORSFALL ROAD ON THE
 OA1601'LEFT, TURN LEFT, AND GO WEST ON HORSFALL ROAD FOR 1.0 MILE TO A
 OA1601'SIDE ROAD RIGHT, OPPOSITE MENASHA CORPORATION PLANT, TURN RIGHT
 OA1601'INTO THE SIUSLAW NATIONAL FOREST, AND GO NORTHWEST ON THE MACADAM
 OA1601'ROAD FOR 2.6 MILES TO THE END OF THE ROAD AT THE HORSFALL
 OA1601'PARKING AREA, AND THE END OF TRUCK TRAVEL.  HIKE SOUTH ON THE
 OA1601'BEACH FOR 7-1/2 MILES TO THE JETTY AT THE SOUTH END OF THE
 OA1601'SPIT, AND O.S.H.D. STATION NORTH, WHICH MAY BE USED FOR
 OA1601'AN AZIMUTH MARK.  THEN HIKE NORTHEAST FOR 0.2 MILE TO
 OA1601'THE HYDRO SIGNAL AND STATION.
 OA1601'
 OA1601'THE STATION MARK STAMPED FLY 1928, IS A STANDARD DISK SET IN
 OA1601'CONCRETE IN A 6-INCH TILE THAT PROJECTS 2 INCHES.  IT IS 0.2 MILE
 OA1601'EAST OF THE ORDINARY HIGH WATER LINE, 800 FEET NORTH OF THE JETTY
 OA1601'ON THE NORTH SIDE OF COOS BAY ENTRANCE, 180 FEET NORTH OF A
 OA1601'GRAVELED ROAD THAT GOES BETWEEN A BARGE UNLOADING DOCK, AND THE
 OA1601'JETTY, AND UNDER A HYDRO SIGNAL WITH A WITNESS SIGN NAILED ON
 OA1601'IT.  (NOTE 6A AND 7A)
 OA1601'
 OA1601'REFERENCE MARK NO. 2, STAMPED FLY 1928, IS A STANDARD DISK SET IN
 OA1601'AN 8-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH, 21 FEET NORTHEAST
 OA1601'OF THE HYDRO SIGNAL, AND LEVEL WITH THE STATION.  (NOTE 11A)
 OA1601'
 OA1601'REFERENCE MARK NO. 3, STAMPED FLY 1928 NO 3 1970, IS A STANDARD
 OA1601'DISK IN AN 8-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH, 47
 OA1601'FEET NORTH OF THE HYDRO SIGNAL, AND 1 FOOT BELOW STATION
 OA1601'ELEVATION.  (NOTE 11A)
 OA1601'
 OA1601'REFERENCE MARK NO. 4, STAMPED FLY 1928 NO 4 1970, IS A STANDARD
 OA1601'DISK BRAZED TO A 4-FOOT LENGTH OF 2-INCH PIPE THAT PROJECTS 8
 OA1601'INCHES.  IT IS 170 FEET NORTH OF THE CENTER OF THE ROAD, AND 51
 OA1601'FEET SOUTHEAST OF THE HYDRO SIGNAL.
 OA1601'
 OA1601'DISTANCE BETWEEN R.M. NO. 2, AND R.M. NO. 3 IS 39.37 FEET.
 OA1601'
 OA1601'DISTANCE BETWEEN R.M. NO. 2, AND R.M. NO. 4 IS 44.52 FEET.
 OA1601'
 OA1601'STATION NORTH MAY BE USED FOR THE AZIMUTH MARK.  IT IS AN OREGON
 OA1601'STATE HIGHWAY DEPT. DISK, STAMPED NORTH 1968, SET IN A CYLINDRICAL
 OA1601'CONCRETE MONUMENT THAT IS 12-INCHES IN DIAMETER, AND PROJECTS 1
 OA1601'INCH, ON THE MOST SOUTHWESTERLY SAND DUNE ON NORTH SPIT, 100 FEET
 OA1601'SOUTH OF THE CENTER OF THE ROAD, 90 FEET NORTH OF AN ABANDONED
 OA1601'RAILROAD BED, AND 5 FEET NORTH OF AN O.S.H.D. METAL WITNESS
 OA1601'POST.
 OA1601
 OA1601                          STATION RECOVERY (1977)
 OA1601
 OA1601'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1977 (RBM)
 OA1601'THE STATION, REFERENCE MARKS 2, 3 AND 4 WERE RECOVERED
 OA1601'IN GOOD CONDITION AS DESCRIBED.  THE HYDRO SIGNAL AS
 OA1601'DESCRIBED IN THE 1970 RECOVERY NOTE HAS COLLAPSED.
 OA1601'A FOUR WHEEL DRIVE VEHICLE WAS DRIVEN TO WITHIN 50 YARDS
 OA1601'OF THE STATION BY FOLLOWING THE ROAD ALONG THE EAST SIDE
 OA1601'OF THE NORTH SPIT.
 OA1601
 OA1601                          STATION RECOVERY (2000)
 OA1601
 OA1601'RECOVERY NOTE BY DAVID EVANS + ASSOC 2000
 OA1601'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1853 ***********************************************************************
 QD1853  DESIGNATION -  FLY LAKE LOT
 QD1853  PID         -  QD1853
 QD1853  STATE/COUNTY-  OR/JEFFERSON
 QD1853  USGS QUAD   -  FLY CREEK (1962)
 QD1853
 QD1853                         *CURRENT SURVEY CONTROL
 QD1853  ___________________________________________________________________
 QD1853* NAD 83(1991)-  44 32 10.61970(N)    121 26 00.09787(W)     ADJUSTED  
 QD1853* NAVD 88     -       922.6    (meters)    3027.     (feet)  VERTCON   
 QD1853  ___________________________________________________________________
 QD1853  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 QD1853  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 QD1853  HORZ ORDER  -  THIRD
 QD1853
 QD1853.The horizontal coordinates were established by classical geodetic methods
 QD1853.and adjusted by the National Geodetic Survey in October 1991.
 QD1853
 QD1853.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1853.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1853
 QD1853.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1853
 QD1853.The geoid height was determined by GEOID03.
 QD1853
 QD1853;                    North         East     Units Scale Factor Converg.
 QD1853;SPC OR N     -    97,062.588 2,425,821.281   MT  0.99995507   -0 39 42.9
 QD1853;SPC OR N     -   318,446.81  7,958,731.24   iFT  0.99995507   -0 39 42.9
 QD1853;UTM  10      - 4,932,633.073   624,467.325   MT  0.99979052   +1 05 56.1
 QD1853
 QD1853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1853!SPC OR N     -   0.99985875  x   0.99995507  =   0.99981383
 QD1853!UTM  10      -   0.99985875  x   0.99979052  =   0.99964930
 QD1853
 QD1853                          SUPERSEDED SURVEY CONTROL
 QD1853
 QD1853  NAD 83(1986)-  44 32 10.62786(N)    121 26 00.10041(W) AD(       ) 3
 QD1853  NGVD 29 (04/26/90)  921.4    (m)         3023.     (f) VERT ANG    3  
 QD1853
 QD1853.Superseded values are not recommended for survey control.
 QD1853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1853.See file dsdata.txt to determine how the superseded data were derived.
 QD1853
 QD1853_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ2446732633(NAD 83)
 QD1853_MARKER: 57 = LOOKOUT TOWER
 QD1853
 QD1853  HISTORY     - Date     Condition        Report By
 QD1853  HISTORY     - 1958     FIRST OBSERVED   USGS
 QD1853
 QD1853                          STATION DESCRIPTION
 QD1853
 QD1853'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 QD1853'LOCATED ABOUT 28.5 MI SW. OF WARM SPRINGS AGENCY, 16.5 MI WNW. OF
 QD1853'CULVER, 12.5 MI SW. OF CONFLUENCE OF METOLIUS AND DESCHUTES
 QD1853'RIVERS, 0.5 MI S. OF FLY LAKE.  ON BENCH KNOWN AS LOWER DESERT.
 QD1853'
 QD1853'STATION MARK--CENTER OF USFS 14 X 14-FT. CABIN ON WOODEN TOWER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0896 ***********************************************************************
 RD0896  DESIGNATION -  FOB
 RD0896  PID         -  RD0896
 RD0896  STATE/COUNTY-  OR/YAMHILL
 RD0896  USGS QUAD   -  DAYTON (1982)
 RD0896
 RD0896                         *CURRENT SURVEY CONTROL
 RD0896  ___________________________________________________________________
 RD0896* NAD 83(1986)-  45 14 45.     (N)    123 07 21.     (W)     SCALED    
 RD0896* NAVD 88     -        46.55   (+/-2cm)     152.7    (feet)  VERTCON   
 RD0896  ___________________________________________________________________
 RD0896  GEOID HEIGHT-         -22.23  (meters)                     GEOID03
 RD0896  VERT ORDER  -  ? (See Below)
 RD0896
 RD0896.The horizontal coordinates were scaled from a topographic map and have
 RD0896.an estimated accuracy of +/- 6 seconds.
 RD0896
 RD0896.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD0896.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD0896.The vertical order pertains to the NGVD 29 superseded value.
 RD0896
 RD0896.The geoid height was determined by GEOID03.
 RD0896
 RD0896;                    North         East    Units  Estimated Accuracy
 RD0896;SPC OR N     -   178,820.    2,294,170.      MT  (+/- 180 meters Scaled)
 RD0896
 RD0896                          SUPERSEDED SURVEY CONTROL
 RD0896
 RD0896  NGVD 29 (??/??/92)   45.520  (m)          149.34   (f) ADJ UNCH    ?  
 RD0896
 RD0896.Superseded values are not recommended for survey control.
 RD0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0896.See file dsdata.txt to determine how the superseded data were derived.
 RD0896
 RD0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR903102(NAD 83)
 RD0896_MARKER: DD = SURVEY DISK
 RD0896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0896_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0896_STAMPING: FOB SOT 1935
 RD0896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0896+STABILITY: SURFACE MOTION
 RD0896
 RD0896  HISTORY     - Date     Condition        Report By
 RD0896  HISTORY     - 1935     MONUMENTED       DOD
 RD0896
 RD0896                          STATION DESCRIPTION
 RD0896
 RD0896'DESCRIBED BY US DEPARTMENT OF DEFENSE 1935
 RD0896'0.4 MI W FROM LAFAYETTE.
 RD0896'ABOUT .4 MILE WEST OF LAFAYETTE ON PACIFIC HIGHWAY WEST, 59 FEET WEST
 RD0896'OF DRIVE NORTH, 50 FEET WEST OF MILEPOST 34, 38 FEET NORTH OF HIGHWAY,
 RD0896'18 FEET SOUTH OF OLD HIGHWAY.  DISK STAMPED FOB SOT 1935 IN CONCRETE
 RD0896'POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0335 ***********************************************************************
 QE0335  DESIGNATION -  FOG
 QE0335  PID         -  QE0335
 QE0335  STATE/COUNTY-  OR/LINN
 QE0335  USGS QUAD   -  CHANDLER MTN (1988)
 QE0335
 QE0335                         *CURRENT SURVEY CONTROL
 QE0335  ___________________________________________________________________
 QE0335* NAD 83(1986)-  44 19 46.     (N)    122 44 42.     (W)     SCALED    
 QE0335* NAVD 88     -       191.466  (meters)     628.17   (feet)  ADJUSTED  
 QE0335  ___________________________________________________________________
 QE0335  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 QE0335  DYNAMIC HT  -         191.434 (meters)     628.06  (feet)  COMP
 QE0335  MODELED GRAV-     980,450.3   (mgal)                       NAVD 88
 QE0335
 QE0335  VERT ORDER  -  SECOND    CLASS 0
 QE0335
 QE0335.The horizontal coordinates were scaled from a topographic map and have
 QE0335.an estimated accuracy of +/- 6 seconds.
 QE0335
 QE0335.The orthometric height was determined by differential leveling
 QE0335.and adjusted in June 1991.
 QE0335
 QE0335.The geoid height was determined by GEOID03.
 QE0335
 QE0335.The dynamic height is computed by dividing the NAVD 88
 QE0335.geopotential number by the normal gravity value computed on the
 QE0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0335.degrees latitude (g = 980.6199 gals.).
 QE0335
 QE0335.The modeled gravity was interpolated from observed gravity values.
 QE0335
 QE0335;                    North         East    Units  Estimated Accuracy
 QE0335;SPC OR N     -    76,140.    2,320,960.      MT  (+/- 180 meters Scaled)
 QE0335
 QE0335                          SUPERSEDED SURVEY CONTROL
 QE0335
 QE0335  NGVD 29 (??/??/92)  190.404  (m)          624.68   (f) ADJ UNCH    2 0
 QE0335
 QE0335.Superseded values are not recommended for survey control.
 QE0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0335.See file dsdata.txt to determine how the superseded data were derived.
 QE0335
 QE0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ203084(NAD 83)
 QE0335_MARKER: DD = SURVEY DISK
 QE0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0335_STAMPING: FOG 1935
 QE0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0335+STABILITY: SURFACE MOTION
 QE0335
 QE0335  HISTORY     - Date     Condition        Report By
 QE0335  HISTORY     - 1935     MONUMENTED       USE
 QE0335  HISTORY     - 1943     GOOD             NGS
 QE0335  HISTORY     - 19840625 MARK NOT FOUND   USGS
 QE0335
 QE0335                          STATION DESCRIPTION
 QE0335
 QE0335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QE0335'3.0 MI SE FROM HOLLEY.
 QE0335'THIS MARK IS ABOUT 0.2 MILE SOUTHWEST ALONG STATE HIGHWAY 228, 1.1
 QE0335'MILE EAST ALONG A GRADED ROAD, AND 1.7 MILE EAST ALONG THE OREGON
 QE0335'ELECTRIC RAILWAY FROM THE POST OFFICE AT HOLLEY, LINN COUNTY,ACROSS
 QE0335'THE CALAPOOYA RIVER FROM THE ROCKY POINT SCHOOL, ABOUT 0.1 MILE WEST
 QE0335'OF CALAPOOYA SIDING, AND GROSHONG RANCH, 2.0 FEET SOUTH OF A EAST-WEST
 QE0335'FENCE, 45.0 FEET NORTH OF THE NORTH RAIL OF THE TRACK, ON SUMMIT OF
 QE0335'SMALL RISE, PROJECTING ABOUT 2-INCHES ABOVE THE GROUND.
 QE0335
 QE0335                          STATION RECOVERY (1984)
 QE0335
 QE0335'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984 (JRS)
 QE0335'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1791 ***********************************************************************
 QD1791  DESIGNATION -  FOLEY BUTTE LOOKOUT TOWER
 QD1791  PID         -  QD1791
 QD1791  STATE/COUNTY-  OR/CROOK
 QD1791  USGS QUAD   -  FOLEY BUTTE (1992)
 QD1791
 QD1791                         *CURRENT SURVEY CONTROL
 QD1791  ___________________________________________________________________
 QD1791* NAD 83(1991)-  44 31 37.32716(N)    120 47 06.04717(W)     ADJUSTED  
 QD1791* NAVD 88     -      1673.     (meters)    5489.     (feet)  SCALED    
 QD1791  ___________________________________________________________________
 QD1791  LAPLACE CORR-           4.43  (seconds)                    DEFLEC99
 QD1791  GEOID HEIGHT-         -20.11  (meters)                     GEOID03
 QD1791  HORZ ORDER  -  THIRD
 QD1791
 QD1791.The horizontal coordinates were established by classical geodetic methods
 QD1791.and adjusted by the National Geodetic Survey in October 1991.
 QD1791
 QD1791.The orthometric height was scaled from a topographic map.
 QD1791
 QD1791.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1791
 QD1791.The geoid height was determined by GEOID03.
 QD1791
 QD1791;                    North         East     Units Scale Factor Converg.
 QD1791;SPC OR S     -   317,809.791 1,477,339.547   MT  1.00017685   -0 11 42.0
 QD1791;SPC OR S     - 1,042,683.04  4,846,914.52   iFT  1.00017685   -0 11 42.0
 QD1791;SPC OR N     -    95,646.450 2,477,344.535   MT  0.99995685   -0 12 07.7
 QD1791;SPC OR N     -   313,800.69  8,127,770.78   iFT  0.99995685   -0 12 07.7
 QD1791;UTM  10      - 4,932,798.508   676,005.874   MT  0.99998097   +1 33 13.1
 QD1791
 QD1791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1791!SPC OR S     -   0.99974087  x   1.00017685  =   0.99991767
 QD1791!SPC OR N     -   0.99974087  x   0.99995685  =   0.99969773
 QD1791!UTM  10      -   0.99974087  x   0.99998097  =   0.99972184
 QD1791
 QD1791                          SUPERSEDED SURVEY CONTROL
 QD1791
 QD1791  NAD 83(1986)-  44 31 37.34862(N)    120 47 06.04523(W) AD(       ) 3
 QD1791  NAD 27      -  44 31 37.89000(N)    120 47 01.94000(W) AD(       ) 3
 QD1791
 QD1791.Superseded values are not recommended for survey control.
 QD1791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1791.See file dsdata.txt to determine how the superseded data were derived.
 QD1791
 QD1791_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ7600632799(NAD 83)
 QD1791
 QD1791  HISTORY     - Date     Condition        Report By
 QD1791  HISTORY     - 1935     MONUMENTED       USFS
 QD1791
 QD1791                          STATION DESCRIPTION
 QD1791
 QD1791'DESCRIBED BY US FOREST SERVICE 1935
 QD1791'ON SUMMIT OF FOLEY BUTTE, SITUATED ABOUT 16 MILES, AIR LINE N OF
 QD1791'PRINEVILLE, AND ACCESSIBLE BY ROAD FROM PRINEVILLE OR
 QD1791'GRIZZLY.  OCCUPIED STATION IS CENTER OF FIREFINDER IN HOUSE ON
 QD1791'TOP OF 60-FOOT WOOD TOWER.  STATION MARKED BY NAIL IN FLOOR UNDER
 QD1791'FIREFINDER.  STATION FOLEY BUTTE OF 1932, SEE DESCRIPTION, MARKED
 QD1791'BY DISK IN CONCRETE POST IS 40.31 METERS (132.25 FEET) SE IN
 QD1791'AZIMUTH 309 DEG 50 MIN.  IT MARKS POSITION OF LOOKOUT TREE USED
 QD1791'AS SIGNAL IN 1932.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1792 ***********************************************************************
 QD1792  DESIGNATION -  FOLEY BUTTE MARK
 QD1792  PID         -  QD1792
 QD1792  STATE/COUNTY-  OR/CROOK
 QD1792  USGS QUAD   -  FOLEY BUTTE (1992)
 QD1792
 QD1792                         *CURRENT SURVEY CONTROL
 QD1792  ___________________________________________________________________
 QD1792* NAD 83(1991)-  44 31 36.50474(N)    120 47 04.64921(W)     ADJUSTED  
 QD1792* NAVD 88     -      1673.     (meters)    5489.     (feet)  SCALED    
 QD1792  ___________________________________________________________________
 QD1792  LAPLACE CORR-           4.43  (seconds)                    DEFLEC99
 QD1792  GEOID HEIGHT-         -20.11  (meters)                     GEOID03
 QD1792  HORZ ORDER  -  SECOND
 QD1792
 QD1792.The horizontal coordinates were established by classical geodetic methods
 QD1792.and adjusted by the National Geodetic Survey in October 1991.
 QD1792
 QD1792.The orthometric height was scaled from a topographic map.
 QD1792
 QD1792.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1792
 QD1792.The geoid height was determined by GEOID03.
 QD1792
 QD1792;                    North         East     Units Scale Factor Converg.
 QD1792;SPC OR S     -   317,784.296 1,477,370.335   MT  1.00017675   -0 11 41.0
 QD1792;SPC OR S     - 1,042,599.40  4,847,015.53   iFT  1.00017675   -0 11 41.0
 QD1792;SPC OR N     -    95,620.957 2,477,375.312   MT  0.99995689   -0 12 06.7
 QD1792;SPC OR N     -   313,717.05  8,127,871.76   iFT  0.99995689   -0 12 06.7
 QD1792;UTM  10      - 4,932,773.968   676,037.420   MT  0.99998111   +1 33 14.1
 QD1792
 QD1792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1792!SPC OR S     -   0.99974087  x   1.00017675  =   0.99991757
 QD1792!SPC OR N     -   0.99974087  x   0.99995689  =   0.99969777
 QD1792!UTM  10      -   0.99974087  x   0.99998111  =   0.99972198
 QD1792
 QD1792                          SUPERSEDED SURVEY CONTROL
 QD1792
 QD1792  NAD 83(1986)-  44 31 36.51520(N)    120 47 04.64699(W) AD(       ) 2
 QD1792  NAD 27      -  44 31 37.05000(N)    120 47 00.54000(W) AD(       ) 2
 QD1792
 QD1792.Superseded values are not recommended for survey control.
 QD1792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1792.See file dsdata.txt to determine how the superseded data were derived.
 QD1792
 QD1792_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ7603732774(NAD 83)
 QD1792
 QD1792  HISTORY     - Date     Condition        Report By
 QD1792  HISTORY     - 1935     MONUMENTED       USFS
 QD1792
 QD1792                          STATION DESCRIPTION
 QD1792
 QD1792'DESCRIBED BY US FOREST SERVICE 1935
 QD1792'THIS INTERSECTED STATION IS THE CENTER OF A LOOKOUT TREE ON THE
 QD1792'SUMMIT OF FOLEY BUTTE, SITUATED ABOUT 16 MILES AIR LINE N OF
 QD1792'PRINEVILLE, AND ACCESSIBLE BY ROAD FROM PRINEVILLE OR
 QD1792'GRIZZLY.  STATION IS MARKED BY U.S.F.S. DISK IN CONCRETE
 QD1792'IMMEDIATELY UNDER THE CENTER OF THE TREE.  CENTER OF FOLEY
 QD1792'BUTTE LOOKOUT TOWER (U.S.F.S.) IS 40.31 METERS (132.25 FEET) NW
 QD1792'IN AZIMUTH 129 DEG 50 MIN.
 QD1792'
 QD1792'POSITION OF TREE DETERMINED BY JOHNSON FROM SAMPSON, RIVERSIDE
 QD1792'AND GRAY BUTTE IN 1932, AND WAS MARKED BY U.S.F.S. DISK IN
 QD1792'CONCRETE.  IN 1935 SYLAR OCCUPIED TOWER AND MADE DIRECT CONNECTION
 QD1792'TO DISK.  THE POSITION LISTED AS FOLEY BUTTE LOOKOUT TREE AND
 QD1792'FOLEY BUTTE MARK (U.S.F.S.) ARE THE SAME POINT, AND SHOULD BE
 QD1792'LISTED AS FOLEY BUTTE.
 QD1792'
 QD1792'FIRST DETERMINED BY U.S.C. AND G.S.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1972 ***********************************************************************
 RD1972  DESIGNATION -  FOLEY RESET
 RD1972  PID         -  RD1972
 RD1972  STATE/COUNTY-  OR/TILLAMOOK
 RD1972  USGS QUAD   -  FOLEY PEAK (1985)
 RD1972
 RD1972                         *CURRENT SURVEY CONTROL
 RD1972  ___________________________________________________________________
 RD1972* NAD 83(1991)-  45 39 05.80467(N)    123 49 23.72229(W)     ADJUSTED  
 RD1972* NAVD 88     -       694.1    (meters)    2277.     (feet)  VERTCON   
 RD1972  ___________________________________________________________________
 RD1972  LAPLACE CORR-          20.01  (seconds)                    DEFLEC99
 RD1972  GEOID HEIGHT-         -21.90  (meters)                     GEOID03
 RD1972  HORZ ORDER  -  SECOND
 RD1972
 RD1972.The horizontal coordinates were established by classical geodetic methods
 RD1972.and adjusted by the National Geodetic Survey in October 1991.
 RD1972
 RD1972.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD1972.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD1972
 RD1972.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1972
 RD1972.The geoid height was determined by GEOID03.
 RD1972
 RD1972;                    North         East     Units Scale Factor Converg.
 RD1972;SPC OR N     -   225,900.226 2,241,049.896   MT  0.99993008   -2 21 24.5
 RD1972;SPC OR N     -   741,142.47  7,352,525.91   iFT  0.99993008   -2 21 24.5
 RD1972;UTM  10      - 5,055,669.984   435,854.521   MT  0.99965059   -0 35 19.4
 RD1972
 RD1972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1972!SPC OR N     -   0.99989463  x   0.99993008  =   0.99982472
 RD1972!UTM  10      -   0.99989463  x   0.99965059  =   0.99954526
 RD1972
 RD1972|---------------------------------------------------------------------|
 RD1972| PID    Reference Object                     Distance      Geod. Az  |
 RD1972|                                                           dddmmss.s |
 RD1972| DD9693 FOLEY RM 1                            8.644 METERS 06414     |
 RD1972| DD9694 FOLEY RM 2                            3.769 METERS 15746     |
 RD1972| RD2022 NEAHKAHNIE 2 RESET                  APPROX.14.0 KM 3165632.6 |
 RD1972|---------------------------------------------------------------------|
 RD1972
 RD1972                          SUPERSEDED SURVEY CONTROL
 RD1972
 RD1972  NAD 83(1986)-  45 39 05.83219(N)    123 49 23.71222(W) AD(       ) 2
 RD1972  NAD 27      -  45 39 06.44800(N)    123 49 19.24200(W) AD(       ) 2
 RD1972  NGVD 29 (07/19/86)  693.0    (m)         2274.     (f) VERT ANG    3  
 RD1972
 RD1972.Superseded values are not recommended for survey control.
 RD1972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1972.See file dsdata.txt to determine how the superseded data were derived.
 RD1972
 RD1972_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR3585555670(NAD 83)
 RD1972
 RD1972  HISTORY     - Date     Condition        Report By
 RD1972  HISTORY     - 1926     MONUMENTED       CGS
 RD1972  HISTORY     - 1926     SEE DESCRIPTION  CGS
 RD1972  HISTORY     - 1941     SEE DESCRIPTION  CGS
 RD1972  HISTORY     - 1961     SEE DESCRIPTION  CGS
 RD1972
 RD1972                          STATION DESCRIPTION
 RD1972
 RD1972'DESCRIBED BY COAST AND GEODETIC SURVEY 1926
 RD1972'ON THE HIGHEST PART OF A WELL-DEFINED ROUND-TOPPED GRASS-COVERED
 RD1972'HILL 2,000 FEET HIGH BETWEEN THE FORKS OF FOLEY CREEK AND ONE OF
 RD1972'THE TRIBUTARIES OF THE MAIN BRANCH OF THE NEHALEM.
 RD1972'
 RD1972'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A DRILL
 RD1972'HOLE IN A FLAT STONE 4 INCHES BELOW THE SURFACE, DIRECTLY IN
 RD1972'FRONT OF THE FOREST SERVICE SHACK ON THE HILL.  A LARGE DEAD
 RD1972'TREE MARKED BY AN IRON NAIL IS 6.20 METERS (20.3 FEET) FROM THE
 RD1972'STATION N 39 DEG W (MAGNETIC).
 RD1972
 RD1972                          STATION RECOVERY (1941)
 RD1972
 RD1972'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (ANS)
 RD1972'STATION RECOVERED, MARK FOUND TO BE IN GOOD CONDITION.  TWO NEW
 RD1972'REFERENCE MARKS WERE SET.  THE LARGE DEAD TREE MARKED BY A NAIL,
 RD1972'6.20 METERS NW OF THE STATION IS NO LONGER STANDING.  THE ORIGINAL
 RD1972'DESCRIPTION IS NO LONGER APPLICABLE, THE PRESENT DESCRIPTION IS
 RD1972'TO BE USED.
 RD1972'
 RD1972'STATION IS ABOUT 5.5 MILES SE OF NEHALEM, 7.5 MILES NE OF GARIBALDI
 RD1972'AND 1.25 MILES ESE OF THE STATE FISH HATCHERY ON FOLEY CREEK.  IT
 RD1972'IS ON THE HIGHEST PART OF A PROMINENT, TIMBERED, ROUND-TOPPED
 RD1972'MOUNTAIN, 2 FEET N OF AN OLD SHACK THAT WAS FORMERLY USED BY
 RD1972'THE FOREST SERVICE AS A LOOKOUT, BUT IS NOW ABANDONED.  STATION
 RD1972'MARK IS A STANDARD DISK SET IN BEDROCK, FLUSH WITH THE GROUND
 RD1972'AND IS STAMPED FOLEY 1875-1926.
 RD1972'
 RD1972'REFERENCE MARK NO.1 IS ABOUT 2 METERS LOWER THAN THE STATION,
 RD1972'SET IN BEDROCK, FLUSH WITH THE GROUND.  IT IS A STANDARD DISK
 RD1972'STAMPED FOLEY NO.1, 1941.
 RD1972'
 RD1972'REFERENCE MARK NO.2 IS ABOUT 1 METER LOWER THAN THE STATION
 RD1972'AND 10 FEET E OF THE SHACK.  IT IS A STANDARD DISK BRAZED TO
 RD1972'THE TOP OF A 2-INCH IRON PIPE, IT PROJECTS 5 INCHES AND IS
 RD1972'STAMPED FOLEY NO.2, 1941.
 RD1972'
 RD1972'TO REACH THE STATION FROM TILLAMOOK GO N ON U.S. HIGHWAY 101
 RD1972'FOR 9.5 MILES (0.2 MILE N OF THE MIAMI RIVER BRIDGE).  TURN RIGHT
 RD1972'AS PER SIGN MIAMI RIVER, FOLEY CREEK AND GO NW FOR 8.7 MILES TO
 RD1972'A FISH HATCHERY ON FOLEY CREEK.  CONTINUE FOR 0.1 MILE TO AN
 RD1972'OPEN FIELD ON THE RIGHT.  LEAVE TRUCK AND PACK ACROSS OPEN FIELD
 RD1972'FOR 0.05 MILE TO A BLAZED TREE AT THE FOOT OF AN OLD TRAIL THAT
 RD1972'LEADS TO THE TOP OF THE MOUNTAIN.  PACK UP TRAIL, GOING
 RD1972'EASTERLY, FOR ABOUT 1.5 MILES TO A SADDLE.  TURN RIGHT WITH
 RD1972'TRAIL AND GO S ABOUT 0.3 MILE TO THE TOP OF THE MOUNTAIN AND
 RD1972'THE STATION.  THIS IS A HARD PACK AND REQUIRES ABOUT 2 HOURS WITH
 RD1972'A LOAD.
 RD1972'
 RD1972'THERE WAS NO SUITABLE PLACE FOR AN AZIMUTH MARK.
 RD1972
 RD1972                          STATION RECOVERY (1961)
 RD1972
 RD1972'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (BM)
 RD1972'STATION MARK AND BOTH RMS FOUND AS DESCRIBED BY A.N.S. IN
 RD1972'1941.  THERE ARE TWO SHACKS ON THE MOUNTAIN TOP.  THE STATION
 RD1972'MARK IS 4.5 FEET NORTH OF THE NORTHEASTERLY CORNER OF THE
 RD1972'WESTERLY SHACK.  ROUGH DISTANCE CHECK TO BOTH RMS CONFIRMS
 RD1972'LOCATION.  IF THE BEGINNING POINT OF THE TRAIL UP THE MOUNTAIN
 RD1972'CAN NOT BE FOUND, AS DESCRIBED BY A.N.S., BE CERTAIN TO STAY
 RD1972'ON THE RIDGETOP WHILE TRAVELLING EASTERLY.  DO NOT ATTEMPT TO
 RD1972'GO UP THE DRAW SOUTH OF THE RIDGE, AS IT IS ALMOST IMPOSSIBLE
 RD1972'TO CLIMB WITH A LOAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1432 ***********************************************************************
 OA1432  DESIGNATION -  FOLLY
 OA1432  PID         -  OA1432
 OA1432  STATE/COUNTY-  OR/COOS
 OA1432  USGS QUAD   -  RIVERTON (1975)
 OA1432
 OA1432                         *CURRENT SURVEY CONTROL
 OA1432  ___________________________________________________________________
 OA1432* NAD 83(1991)-  43 13 44.56372(N)    124 19 23.52639(W)     ADJUSTED  
 OA1432* NAVD 88     -       141.     (meters)     463.     (feet)  SCALED    
 OA1432  ___________________________________________________________________
 OA1432  LAPLACE CORR-          13.67  (seconds)                    DEFLEC99
 OA1432  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 OA1432  HORZ ORDER  -  THIRD
 OA1432
 OA1432.The horizontal coordinates were established by classical geodetic methods
 OA1432.and adjusted by the National Geodetic Survey in October 1991.
 OA1432
 OA1432.The orthometric height was scaled from a topographic map.
 OA1432
 OA1432.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1432
 OA1432.The geoid height was determined by GEOID03.
 OA1432
 OA1432;                    North         East     Units Scale Factor Converg.
 OA1432;SPC OR S     -   180,640.182 1,189,553.313   MT  0.99989516   -2 36 56.3
 OA1432;SPC OR S     -   592,651.52  3,902,733.97   iFT  0.99989516   -2 36 56.3
 OA1432;UTM  10      - 4,787,100.307   392,548.872   MT  0.99974203   -0 54 22.9
 OA1432
 OA1432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1432!SPC OR S     -   0.99998199  x   0.99989516  =   0.99987715
 OA1432!UTM  10      -   0.99998199  x   0.99974203  =   0.99972403
 OA1432
 OA1432:                Primary Azimuth Mark                     Grid Az
 OA1432:SPC OR S     -  WESTPORT                                 038 11 28.5
 OA1432:UTM  10      -  WESTPORT                                 036 28 55.1
 OA1432
 OA1432|---------------------------------------------------------------------|
 OA1432| PID    Reference Object                     Distance      Geod. Az  |
 OA1432|                                                           dddmmss.s |
 OA1432| OA1244 WESTPORT                            APPROX.11.3 KM 0353432.2 |
 OA1432| OA1597 COAL                                APPROX. 6.2 KM 0655959.5 |
 OA1432| OA1596 DEVIL                               APPROX. 6.3 KM 3225543.5 |
 OA1432|---------------------------------------------------------------------|
 OA1432
 OA1432                          SUPERSEDED SURVEY CONTROL
 OA1432
 OA1432  NAD 83(1986)-  43 13 44.55419(N)    124 19 23.57387(W) AD(       ) 3
 OA1432  NAD 27      -  43 13 45.16800(N)    124 19 19.16400(W) AD(       ) 3
 OA1432
 OA1432.Superseded values are not recommended for survey control.
 OA1432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1432.See file dsdata.txt to determine how the superseded data were derived.
 OA1432
 OA1432_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN9254987100(NAD 83)
 OA1432
 OA1432  HISTORY     - Date     Condition        Report By
 OA1432  HISTORY     - 1942     MONUMENTED       USGS
 OA1432
 OA1432                          STATION DESCRIPTION
 OA1432
 OA1432'DESCRIBED BY US GEOLOGICAL SURVEY 1942
 OA1432'LOCATED ABOUT 2.0 MILES NORTHWEST OF BEAVER LOOKOUT AND NEAR THE
 OA1432'NORTHWEST END OF A SPUR OF THE RIDGE UPON WHICH BEAVER LOOKOUT IS
 OA1432'LOCATED.
 OA1432'
 OA1432'TO REACH FROM BEAVER LOOKOUT DRIVE NORTH AND EAST ALONG ROAD THAT
 OA1432'RUNS TO CHROME MINE FOR ABOUT 1.5 MILES, LEAVE TRUCK AND WALK
 OA1432'NORTH ALONG COW TRAIL TO HIGHEST POINT NEAR NORTH END OF RIDGE.
 OA1432'
 OA1432'STATION MARK IS COPPER NAIL AND WASHER IN TOP OF A LARGE STUMP.
 OA1432'
 OA1432'NO REFERENCE MARK SET.
 OA1432'
 OA1432'SIGNAL IS WHITE CROSS TARGETS UNDER WHITE FLAG ON POLE, CENTERED
 OA1432'OVER STATION MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0918 ***********************************************************************
 NY0918  DESIGNATION -  FOLSOM
 NY0918  PID         -  NY0918
 NY0918  STATE/COUNTY-  OR/KLAMATH
 NY0918  USGS QUAD   -  LOST RIVER (1986)
 NY0918
 NY0918                         *CURRENT SURVEY CONTROL
 NY0918  ___________________________________________________________________
 NY0918* NAD 83(1991)-  42 03 23.19817(N)    121 42 33.57856(W)     ADJUSTED  
 NY0918* NAVD 88     -      1538.1    (meters)    5046.     (feet)  VERTCON   
 NY0918  ___________________________________________________________________
 NY0918  LAPLACE CORR-           3.15  (seconds)                    DEFLEC99
 NY0918  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 NY0918  HORZ ORDER  -  SECOND
 NY0918
 NY0918.The horizontal coordinates were established by classical geodetic methods
 NY0918.and adjusted by the National Geodetic Survey in October 1991.
 NY0918
 NY0918.The NAVD 88 height was computed by applying the VERTCON shift value to
 NY0918.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NY0918
 NY0918.The Laplace correction was computed from DEFLEC99 derived deflections.
 NY0918
 NY0918.The geoid height was determined by GEOID03.
 NY0918
 NY0918;                    North         East     Units Scale Factor Converg.
 NY0918;SPC OR S     -    44,022.269 1,399,890.250   MT  1.00008119   -0 49 38.5
 NY0918;SPC OR S     -   144,430.02  4,592,815.78   iFT  1.00008119   -0 49 38.5
 NY0918;SPC CA 1     -   802,433.364 2,024,064.055   MT  1.00012241   +0 11 24.2
 NY0918;SPC CA 1     - 2,632,650.13  6,640,616.82   sFT  1.00012241   +0 11 24.2
 NY0918;UTM  10      - 4,656,848.997   606,796.866   MT  0.99974034   +0 51 52.8
 NY0918
 NY0918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NY0918!SPC OR S     -   0.99976242  x   1.00008119  =   0.99984359
 NY0918!SPC CA 1     -   0.99976242  x   1.00012241  =   0.99988480
 NY0918!UTM  10      -   0.99976242  x   0.99974034  =   0.99950282
 NY0918
 NY0918:                Primary Azimuth Mark                     Grid Az
 NY0918:SPC OR S     -  FOLSOM AZ MK                             168 39 54.6
 NY0918:SPC CA 1     -  FOLSOM AZ MK                             167 38 51.9
 NY0918:UTM  10      -  FOLSOM AZ MK                             166 58 23.3
 NY0918
 NY0918|---------------------------------------------------------------------|
 NY0918| PID    Reference Object                     Distance      Geod. Az  |
 NY0918|                                                           dddmmss.s |
 NY0918| CD6554 FOLSOM AZ MK                                       1675016.1 |
 NY0918| CD6555 FOLSOM RM 1                           9.017 METERS 20301     |
 NY0918| CD6556 FOLSOM RM 2                          12.848 METERS 29516     |
 NY0918|---------------------------------------------------------------------|
 NY0918
 NY0918                          SUPERSEDED SURVEY CONTROL
 NY0918
 NY0918  NAD 83(1986)-  42 03 23.19947(N)    121 42 33.58223(W) AD(       ) 2
 NY0918  NAD 27      -  42 03 23.66300(N)    121 42 29.59200(W) AD(       ) 2
 NY0918  NGVD 29 (07/19/86) 1537.0    (m)         5043.     (f) VERT ANG    3  
 NY0918
 NY0918.Superseded values are not recommended for survey control.
 NY0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0918.See file dsdata.txt to determine how the superseded data were derived.
 NY0918
 NY0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM0679756849(NAD 83)
 NY0918_MARKER: Z = SEE DESCRIPTION
 NY0918_SETTING: 0 = UNSPECIFIED SETTING
 NY0918
 NY0918  HISTORY     - Date     Condition        Report By
 NY0918  HISTORY     - 1948     MONUMENTED       USGS
 NY0918  HISTORY     - 1965     SEE DESCRIPTION  CGS
 NY0918  HISTORY     - 1966     SEE DESCRIPTION  CGS
 NY0918
 NY0918                          STATION DESCRIPTION
 NY0918
 NY0918'DESCRIBED BY US GEOLOGICAL SURVEY 1948 (WRH)
 NY0918'THE STATION IS LOCATED ABOUT 6 MILES NORTHWEST OF MERRILL, ON THE
 NY0918'HIGHEST PART OF A PROMINENT SAGE COVERED RIDGE THAT LIES BETWEEN
 NY0918'U.S. HIGHWAY 39 AND THE OLD LAKE SHORE ROAD.  IT IS ON THE
 NY0918'SOUTHEASTERN OF THE HIGHER SUMMITS AND THE HIGHEST POINT IN THE
 NY0918'VICINITY.  THERE IS A SLIGHT GROWTH OF JUNIPER TREES ON THE
 NY0918'SUMMIT AND THE BRANCHES OF ONE WAS TRIMMED LEAVING A SMALL BUSHEY
 NY0918'TOP.  THIS TREE IS ABOUT 100 FEET SOUTH OF STATION.
 NY0918'
 NY0918'THE STATION MARK IS A STANDARD USGS TRIANGULATION DISK CEMENTED IN
 NY0918'A DRILL HOLE IN A 12 BY 18 INCH BOULDER THAT PROJECTS ABOUT 12
 NY0918'INCHES ABOVE THE GROUND.  THE DISK HAS BEEN BADLY BATTERED AND
 NY0918'APPARENTLY HAS NO STAMPING ON IT.
 NY0918'
 NY0918'REFERENCE MARK NUMBER 1, STAMPED FOLSOM USGS NO 1 1948, IS A
 NY0918'STANDARD USC AND GS DISK CEMENTED IN A DRILL HOLE IN A 7 BY 5
 NY0918'FOOT BOULDER THAT PROJECTS 18 INCHES AND IS 12 INCHES LOWER THAN
 NY0918'THE STATION.
 NY0918'
 NY0918'REFERENCE MARK NUMBER 2, STAMPED FOLSOM USGS NO 2 1948, IS A
 NY0918'STANDARD USC AND GS DISK CEMENTED IN A DRILL HOLE IN A 30 BY 30
 NY0918'INCH BOULDER THAT PROJECTS 3 FEET AND IS THE SAME ELEVATION AS THE
 NY0918'STATION.
 NY0918'
 NY0918'THE AZIMUTH MARK, STAMPED FOLSOM USGS 1948, IS A STANDARD
 NY0918'USC AND GS DISK CEMENTED IN A DRILL HOLE IN A 18 BY 18 INCH BOULDER
 NY0918'THAT PROJECTS 18 INCHES.  TO REACH FROM THE STATION GO SOUTH
 NY0918'SOUTHEAST ALONG RIDGE FOR ABOUT 0.3 MILE TO END OF RIDGE AND ROCK
 NY0918'OUTCROP.  THE AZIMUTH MARK IS ON THE HIGHEST POINT OF ROCK
 NY0918'OUTCROP.
 NY0918'
 NY0918'THE STATION IS REACHED AS FOLLOWS--FROM THE CENTER OF THE TOWN OF
 NY0918'MERRILL GO SOUTH ON THE MAIN GRAVELED ROAD FOR 1.0 MILE.  TURN
 NY0918'RIGHT AND GO 1.5 MILES TO A CROSS ROAD.  CONTINUE STRAIGHT AHEAD,
 NY0918'WEST AND NORTHWEST, ON OLD SHORELINE ROAD FOR 5.0 MILES TO A
 NY0918'CATTLE GUARD ON THE RIGHT AND RANCH BUILDINGS ON THE LEFT.  TURN
 NY0918'RIGHT THROUGH CATTLE GUARD AND TAKE LEFT FORK ON TRACK ROAD UP
 NY0918'DRAW FOR ABOUT 1.5 MILES TO A POINT NEAR THE SUMMIT OF MOUNTAIN.
 NY0918'FROM HERE PACK EAST UP MOUNTAIN FOR ABOUT 1/2 MILE TO HIGHEST
 NY0918'POINT AND STATION.
 NY0918
 NY0918                          STATION RECOVERY (1965)
 NY0918
 NY0918'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JJC)
 NY0918'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED
 NY0918'AND FOUND TO BE IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT
 NY0918'SEARCHED FOR THIS DATE.
 NY0918
 NY0918                          STATION RECOVERY (1966)
 NY0918
 NY0918'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JJC)
 NY0918'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 NY0918'
 NY0918'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NY0918'6 MILES NW OF MERRILL, ORE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 DE6270 ***********************************************************************
 DE6270  DESIGNATION -  FOOTHILLS
 DE6270  PID         -  DE6270
 DE6270  STATE/COUNTY-  OR/KLAMATH
 DE6270  USGS QUAD   -  ALTAMONT (1995)
 DE6270
 DE6270                         *CURRENT SURVEY CONTROL
 DE6270  ___________________________________________________________________
 DE6270* NAD 83(2007)-  42 13 25.40188(N)    121 42 48.85781(W)     ADJUSTED  
 DE6270* NAVD 88     -      1351.0    (meters)    4432.     (feet)  GPS OBS   
 DE6270  ___________________________________________________________________
 DE6270  EPOCH DATE  -        2007.00
 DE6270  X           -  -2,487,127.287 (meters)                     COMP
 DE6270  Y           -  -4,024,869.501 (meters)                     COMP
 DE6270  Z           -   4,264,931.270 (meters)                     COMP
 DE6270  LAPLACE CORR-           5.02  (seconds)                    DEFLEC99
 DE6270  ELLIP HEIGHT-        1328.394 (meters)          (02/10/07) ADJUSTED
 DE6270  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 DE6270
 DE6270  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE6270  Type    PID    Designation                      North   East  Ellip
 DE6270  -------------------------------------------------------------------
 DE6270  NETWORK DE6270 FOOTHILLS                         0.31   0.27   1.25
 DE6270  -------------------------------------------------------------------
 DE6270
 DE6270.The horizontal coordinates were established by GPS observations
 DE6270.and adjusted by the National Geodetic Survey in February 2007.
 DE6270
 DE6270.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE6270.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE6270.The horizontal coordinates are valid at the epoch date displayed above.
 DE6270.The epoch date for horizontal control is a decimal equivalence
 DE6270.of Year/Month/Day.
 DE6270
 DE6270.The orthometric height was determined by GPS observations and a
 DE6270.high-resolution geoid model.
 DE6270
 DE6270.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6270
 DE6270.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE6270
 DE6270.The ellipsoidal height was determined by GPS observations
 DE6270.and is referenced to NAD 83.
 DE6270
 DE6270.The geoid height was determined by GEOID03.
 DE6270
 DE6270;                    North         East     Units Scale Factor Converg.
 DE6270;SPC OR S     -    62,607.077 1,399,808.185   MT  1.00002940   -0 49 48.9
 DE6270;SPC OR S     -   205,403.80  4,592,546.54   iFT  1.00002940   -0 49 48.9
 DE6270;UTM  10      - 4,675,417.410   606,165.823   MT  0.99973868   +0 51 52.5
 DE6270
 DE6270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6270!SPC OR S     -   0.99979170  x   1.00002940  =   0.99982110
 DE6270!UTM  10      -   0.99979170  x   0.99973868  =   0.99953044
 DE6270
 DE6270                          SUPERSEDED SURVEY CONTROL
 DE6270
 DE6270  NAD 83(1998)-  42 13 25.39992(N)    121 42 48.85816(W) AD(       ) B
 DE6270  ELLIP H (08/05/02) 1328.420  (m)                       GP(       ) 4 1
 DE6270
 DE6270.Superseded values are not recommended for survey control.
 DE6270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6270.See file dsdata.txt to determine how the superseded data were derived.
 DE6270
 DE6270_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM0616675417(NAD 83)
 DE6270_MARKER: DD = SURVEY DISK
 DE6270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE6270_STAMPING: FOOTHILLS 2001
 DE6270_MARK LOGO: OR-035
 DE6270_PROJECTION: RECESSED 1 CENTIMETERS
 DE6270_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE6270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE6270+STABILITY: SURFACE MOTION
 DE6270_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6270+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2003
 DE6270
 DE6270  HISTORY     - Date     Condition        Report By
 DE6270  HISTORY     - 20010524 MONUMENTED       OR-035
 DE6270  HISTORY     - 20030520 GOOD             ORTI
 DE6270
 DE6270                          STATION DESCRIPTION
 DE6270
 DE6270'DESCRIBED BY KLAMATH COUNTY OREGON 2001 (FR)
 DE6270'THE STATION IS LOCATED IN THE NORTHWEST PORTION OF KLAMATH FALLS, ON
 DE6270'TOP OF THE NORTH
 DE6270'CUT BANK OF PATTERSON STREET.  OWNERSHIP -- CITY OF KLAMATH FALLS.
 DE6270' 
 DE6270'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 39 AND 140
 DE6270'EAST, ON THE EAST
 DE6270'SIDE OF KLAMATH FALLS, GO WEST ON HIGHWAY 39 FOR 1.8 KM (1.1 MI) TO
 DE6270'THE INTERSECTION OF
 DE6270'PATTERSON STREET.  TURN RIGHT, NORTH, ON PATTERSON STREET FOR 1.9 KM
 DE6270'(1.2 MI)  TO A
 DE6270'CURVE IN THE STREET TO THE LEFT AND THE STATION ON THE LEFT ON TOP OF
 DE6270'THE SIDE SLOPE.
 DE6270' 
 DE6270'THE STATION IS A KLAMATH COUNTY SURVEYOR 7.5 CM DIAMETER BRASS SURVEY
 DE6270'DISK SET IN THE
 DE6270'TOP OF A 55 CM ROUND CONCRETE MONUMENT RECESSED 1 CM BELOW THE GROUND.
 DE6270'IT IS 25.0 M
 DE6270'(82.0 FT) NORTH FROM THE CENTER OF PATTERSON STREET, 80.1 M (262.8 FT)
 DE6270'SOUTHWEST OF A 60 CM
 DE6270'DIAMETER JUNIPER TREE, 66.1 M (216.9 FT) WEST FROM THE CENTER OF THE
 DE6270'GRAVEL ACCESS ROAD
 DE6270'TO WATER TANKS, 1.15 M (3.7 FT) SOUTHWEST FROM A METAL FENCE POST, AND
 DE6270'ABOUT 9.8 M (32.1 FT)
 DE6270'ABOVE PATTERSON STREET.
 DE6270' 
 DE6270'
 DE6270
 DE6270                          STATION RECOVERY (2003)
 DE6270
 DE6270'RECOVERY NOTE BY OREGON TECHNICAL INSTITUTE 2003 (DDF)
 DE6270'RECOVERED AS DESCRIBED
 DE6270'
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0938 ***********************************************************************
 RD0938  DESIGNATION -  FOR
 RD0938  PID         -  RD0938
 RD0938  STATE/COUNTY-  OR/YAMHILL
 RD0938  USGS QUAD   -  SHERIDAN (1992)
 RD0938
 RD0938                         *CURRENT SURVEY CONTROL
 RD0938  ___________________________________________________________________
 RD0938* NAD 83(1986)-  45 05 57.     (N)    123 23 51.     (W)     SCALED    
 RD0938* NAVD 88     -        59.224  (meters)     194.30   (feet)  ADJUSTED  
 RD0938  ___________________________________________________________________
 RD0938  GEOID HEIGHT-         -21.54  (meters)                     GEOID03
 RD0938  DYNAMIC HT  -          59.226 (meters)     194.31  (feet)  COMP
 RD0938  MODELED GRAV-     980,641.0   (mgal)                       NAVD 88
 RD0938
 RD0938  VERT ORDER  -  SECOND    CLASS 0
 RD0938
 RD0938.The horizontal coordinates were scaled from a topographic map and have
 RD0938.an estimated accuracy of +/- 6 seconds.
 RD0938
 RD0938.The orthometric height was determined by differential leveling
 RD0938.and adjusted in June 1991.
 RD0938
 RD0938.The geoid height was determined by GEOID03.
 RD0938
 RD0938.The dynamic height is computed by dividing the NAVD 88
 RD0938.geopotential number by the normal gravity value computed on the
 RD0938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0938.degrees latitude (g = 980.6199 gals.).
 RD0938
 RD0938.The modeled gravity was interpolated from observed gravity values.
 RD0938
 RD0938;                    North         East    Units  Estimated Accuracy
 RD0938;SPC OR N     -   163,270.    2,272,010.      MT  (+/- 180 meters Scaled)
 RD0938
 RD0938                          SUPERSEDED SURVEY CONTROL
 RD0938
 RD0938  NGVD 29 (??/??/92)   58.183  (m)          190.89   (f) ADJ UNCH    2 0
 RD0938
 RD0938.Superseded values are not recommended for survey control.
 RD0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0938.See file dsdata.txt to determine how the superseded data were derived.
 RD0938
 RD0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ687940(NAD 83)
 RD0938_MARKER: DD = SURVEY DISK
 RD0938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0938_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0938_STAMPING: FOR SOT 1935
 RD0938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0938+STABILITY: SURFACE MOTION
 RD0938
 RD0938  HISTORY     - Date     Condition        Report By
 RD0938  HISTORY     - 1935     MONUMENTED       ORGS
 RD0938  HISTORY     - 1949     GOOD             NGS
 RD0938  HISTORY     - 1982     GOOD             NGS
 RD0938
 RD0938                          STATION DESCRIPTION
 RD0938
 RD0938'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 RD0938'0.2 MI W FROM SHERIDAN.
 RD0938'0.2 MILE WEST ALONG STATE HIGHWAY 18 (MAIN STREET) FROM THE CITY HALL
 RD0938'AT SHERIDAN, AT THE T JUNCTION OF LINCOLN STREET, 33 1/2 FEET
 RD0938'SOUTHEAST OF A SIGN READING SHERIDAN FUNERAL HOME, 30.8 FEET SOUTHWEST
 RD0938'OF THE CENTER LINE OF LINCOLN STREET, 21.9 FEET NORTHWEST OF THE
 RD0938'CENTER LINE OF MAIN STREET, 19.0 FEET SOUTH OF BM 127, 1.7 FEET
 RD0938'SOUTHWEST OF THE SOUTHWEST END OF A STORM DRAIN, 1.3 FEET SOUTH OF THE
 RD0938'NORTH CURB OF MAIN STREET, AND SET IN THE TOP OF A CONCRETE POST FLUSH
 RD0938'WITH THE PAVEMENT.
 RD0938
 RD0938                          STATION RECOVERY (1982)
 RD0938
 RD0938'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RD0938'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1744 ***********************************************************************
 SC1744  DESIGNATION -  FORD
 SC1744  PID         -  SC1744
 SC1744  STATE/COUNTY-  OR/COLUMBIA
 SC1744  USGS QUAD   -  NASSA POINT (1985)
 SC1744
 SC1744                         *CURRENT SURVEY CONTROL
 SC1744  ___________________________________________________________________
 SC1744* NAD 83(1991)-  46 08 29.12274(N)    123 15 56.27990(W)     ADJUSTED  
 SC1744* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 SC1744  ___________________________________________________________________
 SC1744  LAPLACE CORR-           2.66  (seconds)                    DEFLEC99
 SC1744  GEOID HEIGHT-         -21.04  (meters)                     GEOID03
 SC1744  HORZ ORDER  -  THIRD
 SC1744
 SC1744.The horizontal coordinates were established by classical geodetic methods
 SC1744.and adjusted by the National Geodetic Survey in October 1991.
 SC1744
 SC1744.The orthometric height was scaled from a topographic map.
 SC1744
 SC1744.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1744
 SC1744.The geoid height was determined by GEOID03.
 SC1744
 SC1744;                    North         East     Units Scale Factor Converg.
 SC1744;SPC OR N     -   278,671.847 2,286,344.775   MT  1.00003905   -1 57 40.9
 SC1744;SPC OR N     -   914,277.71  7,501,131.15   iFT  1.00003905   -1 57 40.9
 SC1744;SPC WA S     -    93,564.549   286,367.047   MT  0.99994440   -2 00 32.2
 SC1744;SPC WA S     -   306,969.69    939,522.55   sFT  0.99994440   -2 00 32.2
 SC1744;UTM  10      - 5,109,795.043   479,483.867   MT  0.99960517   -0 11 29.5
 SC1744
 SC1744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1744!SPC OR N     -   1.00000268  x   1.00003905  =   1.00004173
 SC1744!SPC WA S     -   1.00000268  x   0.99994440  =   0.99994708
 SC1744!UTM  10      -   1.00000268  x   0.99960517  =   0.99960785
 SC1744
 SC1744:                Primary Azimuth Mark                     Grid Az
 SC1744:SPC OR N     -  COOPER USE 1936                          028 13 11.7
 SC1744:SPC WA S     -  COOPER USE 1936                          028 16 03.0
 SC1744:UTM  10      -  COOPER USE 1936                          026 27 00.3
 SC1744
 SC1744|---------------------------------------------------------------------|
 SC1744| PID    Reference Object                     Distance      Geod. Az  |
 SC1744|                                                           dddmmss.s |
 SC1744| SC1729 COOPER USE 1936                     APPROX. 2.0 KM 0261530.8 |
 SC1744| SC1684 STRU                                APPROX. 3.3 KM 0360130.7 |
 SC1744| CE3568 FORD RM 1                             9.304 METERS 14052     |
 SC1744| CE3569 FORD RM 2                            10.828 METERS 21900     |
 SC1744| SC1745 WATERFORD LIGHT                     APPROX. 1.3 KM 3550908.3 |
 SC1744|---------------------------------------------------------------------|
 SC1744
 SC1744                          SUPERSEDED SURVEY CONTROL
 SC1744
 SC1744  NAD 83(1986)-  46 08 29.13861(N)    123 15 56.27169(W) AD(       ) 3
 SC1744  NAD 27      -  46 08 29.73914(N)    123 15 51.83648(W) AD(       ) 3
 SC1744
 SC1744.Superseded values are not recommended for survey control.
 SC1744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1744.See file dsdata.txt to determine how the superseded data were derived.
 SC1744
 SC1744_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS7948409795(NAD 83)
 SC1744_MARKER: Z = SEE DESCRIPTION
 SC1744_SETTING: 0 = UNSPECIFIED SETTING
 SC1744
 SC1744  HISTORY     - Date     Condition        Report By
 SC1744  HISTORY     - 1950     MONUMENTED       CGS
 SC1744
 SC1744                          STATION DESCRIPTION
 SC1744
 SC1744'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WHB)
 SC1744'STATION IS LOCATED ON THE N SHORE OF WALLACE ISLAND, ABOUT 1,300
 SC1744'METERS E OF THE W END OF ISLAND DIRECTLY ACROSS FROM WATERFORD
 SC1744'LIGHT.  IT IS 23 FEET S OF HIGH-WATER LINE AND 4.5 FEET N OF A
 SC1744'5-FOOT IN DIAMETER TRIANGULAR-BLAZED COTTONWOOD APPEARING TREE
 SC1744'WHICH APPEARS TO BE THE LARGEST TREE IN THE VICINITY.
 SC1744'
 SC1744'STATION MARK IS A STANDARD DISK SET IN THE TOP OF 5-FOOT SECTION
 SC1744'OF GALVANIZED PIPE 4 INCHES IN DIAMETER FILLED WITH
 SC1744'CONCRETE.  MARK IS STAMPED FORD 1950.
 SC1744'
 SC1744'R.M. 1 IS A STANDARD REFERENCE DISK SET IN CONCRETE IN 5-FOOT
 SC1744'SECTION OF SOIL PIPE SET SE OF STATION.  IT IS STAMPED FORD NO 1
 SC1744'1950.
 SC1744'
 SC1744'R.M. 2 IS A STANDARD REFERENCE DISK SET IN A SECTION OF TILE
 SC1744'PIPE 5 INCHES IN DIAMETER FILLED WITH CONCRETE AND IS SW OF THE
 SC1744'STATION.  IT IS STAMPED FORD NO 2 1950.
 SC1744'
 SC1744'STATION MARK PROJECTS ABOUT 2 FEET ABOVE THE SURFACE OF THE
 SC1744'GROUND AND BOTH REFERENCE MARKS PROJECT ABOUT 18 INCHES ABOVE THE
 SC1744'SURFACE.  NO UNDERGROUND OR AZIMUTH MARK WAS SET.
 SC1744'
 SC1744'WITNESS MARK IS TRIANGULAR-BLAZED COTTONWOOD TREE.
 SC1744'
 SC1744'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB1489 ***********************************************************************
 RB1489  CBN         -  This is a Cooperative Base Network Control Station.
 RB1489  DESIGNATION -  FORE
 RB1489  PID         -  RB1489
 RB1489  STATE/COUNTY-  OR/UMATILLA
 RB1489  USGS QUAD   -  UKIAH (1995)
 RB1489
 RB1489                         *CURRENT SURVEY CONTROL
 RB1489  ___________________________________________________________________
 RB1489* NAD 83(2007)-  45 08 15.86602(N)    118 57 27.86779(W)     ADJUSTED  
 RB1489* NAVD 88     -      1011.1    (meters)    3317.     (feet)  GPS OBS   
 RB1489  ___________________________________________________________________
 RB1489  EPOCH DATE  -        2007.00
 RB1489  X           -  -2,182,348.789 (meters)                     COMP
 RB1489  Y           -  -3,943,918.780 (meters)                     COMP
 RB1489  Z           -   4,498,863.015 (meters)                     COMP
 RB1489  LAPLACE CORR-           2.92  (seconds)                    DEFLEC99
 RB1489  ELLIP HEIGHT-         992.605 (meters)          (02/10/07) ADJUSTED
 RB1489  GEOID HEIGHT-         -18.43  (meters)                     GEOID03
 RB1489
 RB1489  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 RB1489  Type    PID    Designation                      North   East  Ellip
 RB1489  -------------------------------------------------------------------
 RB1489  NETWORK RB1489 FORE                              0.43   0.35   1.20
 RB1489  -------------------------------------------------------------------
 RB1489
 RB1489.The horizontal coordinates were established by GPS observations
 RB1489.and adjusted by the National Geodetic Survey in February 2007.
 RB1489
 RB1489.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 RB1489.See www.ngs.noaa.gov/NationalReadjustment for more information.
 RB1489.The horizontal coordinates are valid at the epoch date displayed above.
 RB1489.The epoch date for horizontal control is a decimal equivalence
 RB1489.of Year/Month/Day.
 RB1489
 RB1489.The orthometric height was determined by GPS observations and a
 RB1489.high-resolution geoid model.
 RB1489
 RB1489.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RB1489
 RB1489.The Laplace correction was computed from DEFLEC99 derived deflections.
 RB1489
 RB1489.The ellipsoidal height was determined by GPS observations
 RB1489.and is referenced to NAD 83.
 RB1489
 RB1489.The geoid height was determined by GEOID03.
 RB1489
 RB1489;                    North         East     Units Scale Factor Converg.
 RB1489;SPC OR N     -   164,625.296 2,621,290.393   MT  0.99989473   +1 05 37.5
 RB1489;SPC OR N     -   540,109.24  8,600,034.10   iFT  0.99989473   +1 05 37.5
 RB1489;UTM  11      - 5,000,116.204   346,070.302   MT  0.99989135   -1 23 16.5
 RB1489
 RB1489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RB1489!SPC OR N     -   0.99984440  x   0.99989473  =   0.99973915
 RB1489!UTM  11      -   0.99984440  x   0.99989135  =   0.99973577
 RB1489
 RB1489                          SUPERSEDED SURVEY CONTROL
 RB1489
 RB1489  NAD 83(1998)-  45 08 15.86486(N)    118 57 27.86707(W) AD(       ) B
 RB1489  ELLIP H (07/02/97)  992.621  (m)                       GP(       ) 3 1
 RB1489  NAD 83(1991)-  45 08 15.86357(N)    118 57 27.86563(W) AD(       ) B
 RB1489  ELLIP H (02/25/91)  992.689  (m)                       GP(       ) 4 1
 RB1489  NGVD 29 (02/25/91) 1010.0    (m)         3314.     (f) GPS OBS     3  
 RB1489
 RB1489.Superseded values are not recommended for survey control.
 RB1489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1489.See file dsdata.txt to determine how the superseded data were derived.
 RB1489
 RB1489_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL4607000116(NAD 83)
 RB1489_MARKER: DD = SURVEY DISK
 RB1489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB1489_SP_SET: CONCRETE POST
 RB1489_STAMPING: FORE 1989
 RB1489_MARK LOGO: ORDT  
 RB1489_MAGNETIC: N = NO MAGNETIC MATERIAL
 RB1489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB1489+STABILITY: SURFACE MOTION
 RB1489_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RB1489+SATELLITE: SATELLITE OBSERVATIONS - May 07, 1998
 RB1489
 RB1489  HISTORY     - Date     Condition        Report By
 RB1489  HISTORY     - 1989     MONUMENTED       NGS
 RB1489  HISTORY     - 19960907 GOOD             CHANCE
 RB1489  HISTORY     - 19980507 GOOD             USFS
 RB1489
 RB1489                          STATION DESCRIPTION
 RB1489
 RB1489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 RB1489'THE MARK IS LOCATED ON US FOREST SERVICE PROPERTY ABOUT 1.3 MILES WEST
 RB1489'OF UKIAH.
 RB1489'TO REACH FROM THE POST OFFICE IN UKAIH GO WEST ON HIGHWAY 244 2.1 KM
 RB1489'(1.3 MI) TO ITS INTERSECTION WITH HIGHWAY 395.  THE STATION IS IN THE
 RB1489'SE QUADRANT OF THIS INTERSECTION.
 RB1489'THE STATION IS 31 M (101.7 FT) WEST OF THE CENTERLINE OF HIGHWAY 395,
 RB1489'22 M (72.2 FT) S OF CENTERLINE OF USFS ROAD 53, 5.2 M (17.1 FT) WEST
 RB1489'OF A FENCE ON THE TOP OF A CUTBANK AND ON LINE WITH THE WEST EDGE OF
 RB1489'A CATTLE GUARD.
 RB1489'DESCRIBED BY L.L. RIGGERS.
 RB1489
 RB1489                          STATION RECOVERY (1996)
 RB1489
 RB1489'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 RB1489'RECOVERED AS DESCRIBED BY NGS 1989 WITH A CORRECTION, ADDITIONAL
 RB1489'REFERENCE TIES AND -NOTE- THE REFERENCE TIE TO CENTERLINE OF US HWY
 RB1489'395 HAS CHANGED, HIGHWAY HAS BEEN WIDENED AND THE FENCELINE HAS BEEN
 RB1489'MOVED  THE STATION IS LOCATED IN THE SOUTHWEST QUADRANT OF THE
 RB1489'INTERSECTION OF US HIGHWAY 395 AND STATE HIGHWAY 244, WEST OF UKIAH
 RB1489'THE STATION IS LOCATED 21.9 M (71.9 FT) SOUTH OF THE CENTERLINE OF US
 RB1489'FOREST SERVICE ROAD NUMBER 53, 24.7 M (81.0 FT) WEST OF THE CENTERLINE
 RB1489'OF US HWY 395, 1.3 M (4.3 FT) NORTH OF A WITNESS POST, 10.95 SOUTHEAST
 RB1489'OF THE NORTHERN OF TWO WOODDEN FENCE BRACE POSTS, 9.4 M (30.8 FT) EAST
 RB1489'OF THE FENCE LINE AND 17.8 M (58.4 FT) SOUTH OF THE SOUTH END OF A
 RB1489'CATTLE GUARD
 RB1489
 RB1489                          STATION RECOVERY (1998)
 RB1489
 RB1489'RECOVERY NOTE BY US FOREST SERVICE 1998 (DAS)
 RB1489'THE STATION IS LOCATED ABOUT 1.3 MILES (2.1 KM) WEST OF UKIAH, IN THE
 RB1489'SOUTHWEST QUADRANT OF THE INTERSECTION OF U.S. HIGHWAY 395 AND STATE
 RB1489'HIGHWAY 244.  OWNERSHIP--U.S. FOREST SERVICE.  TO REACH FROM THE POST
 RB1489'OFFICE IN UKIAH, GO WEST ON STATE HIGHWAY 244 FOR 2.1 KM (1.30 MI) TO
 RB1489'ITS INTERSECTION WITH U.S. HIGHWAY 395.  THE STATION IS AN OREGON
 RB1489'PRIMARY GPS STATION DISK SET IN TOP OF A ROUND CONCRETE MONUMENT.  IT
 RB1489'IS 21.9 M (71.9 FT) SOUTH FROM THE CENTER OF FOREST SERVICE ROAD 53,
 RB1489'24.7 M (81.0 FT) WEST FROM THE CENTER OF HIGHWAY 395, 1.3 M (4.3 FT)
 RB1489'NORTH FROM A WITNESS POST, 10.95 M (35.93 FT) SOUTHEAST FROM THE
 RB1489'NORTHERN OF TWO WOODEN FENCE BRACE POSTS, 9.4 M (30.8 FT) EAST FROM
 RB1489'THE FENCE LINE, AND 17.8 M (58.4 FT) SOUTH FROM THE SOUTH END OF A
 RB1489'CATTLE GUARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2227 ***********************************************************************
 RC2227  DESIGNATION -  FOREMAN POINT LOOKOUT TOWER
 RC2227  PID         -  RC2227
 RC2227  STATE/COUNTY-  OR/WASCO
 RC2227  USGS QUAD   -  FOREMAN POINT (1996)
 RC2227
 RC2227                         *CURRENT SURVEY CONTROL
 RC2227  ___________________________________________________________________
 RC2227* NAD 83(1991)-  45 05 13.60072(N)    121 24 03.64496(W)     ADJUSTED  
 RC2227* NAVD 88     -              **(meters)            **(feet)            
 RC2227  ___________________________________________________________________
 RC2227  LAPLACE CORR-          -3.38  (seconds)                    DEFLEC99
 RC2227  GEOID HEIGHT-         -21.18  (meters)                     GEOID03
 RC2227  HORZ ORDER  -  THIRD
 RC2227
 RC2227.The horizontal coordinates were established by classical geodetic methods
 RC2227.and adjusted by the National Geodetic Survey in October 1991.
 RC2227
 RC2227
 RC2227.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2227
 RC2227.The geoid height was determined by GEOID03.
 RC2227
 RC2227;                    North         East     Units Scale Factor Converg.
 RC2227;SPC OR N     -   158,237.032 2,429,074.624   MT  0.99989559   -0 38 20.3
 RC2227;SPC OR N     -   519,150.37  7,969,404.93   iFT  0.99989559   -0 38 20.3
 RC2227;UTM  10      - 4,993,871.063   625,833.542   MT  0.99979470   +1 07 57.1
 RC2227
 RC2227                          SUPERSEDED SURVEY CONTROL
 RC2227
 RC2227  NAD 83(1986)-  45 05 13.61406(N)    121 24 03.64420(W) AD(       ) 4
 RC2227  NAD 27      -  45 05 14.19500(N)    121 23 59.39400(W) AD(       ) 3
 RC2227
 RC2227.Superseded values are not recommended for survey control.
 RC2227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2227.See file dsdata.txt to determine how the superseded data were derived.
 RC2227
 RC2227_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ2583493871(NAD 83)
 RC2227
 RC2227  HISTORY     - Date     Condition        Report By
 RC2227  HISTORY     - 1946     MONUMENTED       CGS
 RC2227  HISTORY     - 1947     SEE DESCRIPTION  CGS
 RC2227
 RC2227                          STATION DESCRIPTION
 RC2227
 RC2227'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 RC2227'LOCATED ON THE SUMMIT OF FOREMAN POINT NEAR THE EASTERN EDGE OF
 RC2227'THE MT. HOOD NATIONAL FOREST AND ABOUT 1.5 MILES SOUTH OF STATE
 RC2227'HIGHWAY NUMBER 50.
 RC2227'
 RC2227'IT IS A WOODEN TOWER ABOUT 60 FEET HIGH.
 RC2227
 RC2227                          STATION RECOVERY (1947)
 RC2227
 RC2227'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (WRH)
 RC2227'THE STATION IS THE CENTER OF THE ELEVATED LOOKOUT TOWER ON THE
 RC2227'SUMMIT OF FOREMAN POINT IN THE MOUNT HOOD NATIONAL FOREST.  IT IS
 RC2227'ABOUT 14 MILES WEST SOUTHWEST OF MAUPIN AND ABOUT 7 MILES EAST
 RC2227'SOUTHEAST OF THE BEAR SPRINGS GUARD STATION.  THE STRUCTURE IS
 RC2227'ABOUT 40 FEET IN HEIGHT AND IS LOCATED ON THE HIGHEST PART OF
 RC2227'THE HILL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0273 ***********************************************************************
 QC0273  DESIGNATION -  FORK
 QC0273  PID         -  QC0273
 QC0273  STATE/COUNTY-  OR/GRANT
 QC0273  USGS QUAD   -  SLICKEAR MOUNTAIN (1995)
 QC0273
 QC0273                         *CURRENT SURVEY CONTROL
 QC0273  ___________________________________________________________________
 QC0273* NAD 83(1991)-  44 55 01.13916(N)    119 17 30.81662(W)     ADJUSTED  
 QC0273* NAVD 88     -       783.313  (meters)    2569.92   (feet)  ADJUSTED  
 QC0273  ___________________________________________________________________
 QC0273  LAPLACE CORR-           5.48  (seconds)                    DEFLEC99
 QC0273  GEOID HEIGHT-         -19.05  (meters)                     GEOID03
 QC0273  DYNAMIC HT  -         783.092 (meters)    2569.19  (feet)  COMP
 QC0273  MODELED GRAV-     980,308.8   (mgal)                       NAVD 88
 QC0273
 QC0273  HORZ ORDER  -  THIRD
 QC0273  VERT ORDER  -  SECOND    CLASS 0
 QC0273
 QC0273.The horizontal coordinates were established by classical geodetic methods
 QC0273.and adjusted by the National Geodetic Survey in October 1991.
 QC0273
 QC0273.The orthometric height was determined by differential leveling
 QC0273.and adjusted in June 1991.
 QC0273
 QC0273.The Laplace correction was computed from DEFLEC99 derived deflections.
 QC0273
 QC0273.The geoid height was determined by GEOID03.
 QC0273
 QC0273.The dynamic height is computed by dividing the NAVD 88
 QC0273.geopotential number by the normal gravity value computed on the
 QC0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0273.degrees latitude (g = 980.6199 gals.).
 QC0273
 QC0273.The modeled gravity was interpolated from observed gravity values.
 QC0273
 QC0273;                    North         East     Units Scale Factor Converg.
 QC0273;SPC OR N     -   139,649.930 2,595,380.132   MT  0.99990419   +0 51 24.4
 QC0273;SPC OR N     -   458,169.06  8,515,026.68   iFT  0.99990419   +0 51 24.4
 QC0273;UTM  11      - 4,976,283.660   319,102.867   MT  1.00000240   -1 37 07.3
 QC0273
 QC0273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QC0273!SPC OR N     -   0.99988019  x   0.99990419  =   0.99978439
 QC0273!UTM  11      -   0.99988019  x   1.00000240  =   0.99988259
 QC0273
 QC0273:                Primary Azimuth Mark                     Grid Az
 QC0273:SPC OR N     -  SHELL                                    029 10 00.0
 QC0273:UTM  11      -  SHELL                                    031 38 31.7
 QC0273
 QC0273|---------------------------------------------------------------------|
 QC0273| PID    Reference Object                     Distance      Geod. Az  |
 QC0273|                                                           dddmmss.s |
 QC0273| QC0971 SHELL                               APPROX. 3.0 KM 0300124.4 |
 QC0273| CD6557 FORK RM 1                            11.608 METERS 08646     |
 QC0273| CD6558 FORK RM 2                            15.104 METERS 18622     |
 QC0273|---------------------------------------------------------------------|
 QC0273
 QC0273                          SUPERSEDED SURVEY CONTROL
 QC0273
 QC0273  NAD 83(1986)-  44 55 01.14625(N)    119 17 30.81244(W) AD(       ) 3
 QC0273  NAD 27      -  44 55 01.61000(N)    119 17 26.85000(W) AD(       ) 3
 QC0273  NGVD 29 (??/??/92)  782.174  (m)         2566.18   (f) ADJ UNCH    2 0
 QC0273
 QC0273.Superseded values are not recommended for survey control.
 QC0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0273.See file dsdata.txt to determine how the superseded data were derived.
 QC0273
 QC0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK1910376284(NAD 83)
 QC0273_MARKER: DB = BENCH MARK DISK
 QC0273_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QC0273_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QC0273_STAMPING: FORK 1946
 QC0273_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QC0273
 QC0273  HISTORY     - Date     Condition        Report By
 QC0273  HISTORY     - 1946     MONUMENTED       CGS
 QC0273  HISTORY     - 1946     GOOD             CGS
 QC0273
 QC0273                          STATION DESCRIPTION
 QC0273
 QC0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 QC0273'STATION IS LOCATED ABOUT 12 MILES AIRLINE NORTH OF HAMILTON,
 QC0273'ABOUT 9 MILES AIRLINE NORTHEAST OF MONUMENT, AND ABOUT 7 MILES
 QC0273'AIRLINE WEST-NORTHWEST OF RITTER.  IT IS LOCATED IN THE CANYON ON
 QC0273'A BENCH ABOUT 200 FEET HIGHER AND ABOUT 1/4 MILE EAST OF THE
 QC0273'JUNCTION OF THE MIDDLE FORK AND NORTH FORK OF THE JOHN DAY RIVER,
 QC0273'A STANDARD U.S.C. AND G.S. BRONZE BENCH MARK DISK BRAZED ON A
 QC0273'THREE-INCH IRON PIPE, STAMPED--FORK 1946 AND PROJECTS 12
 QC0273'INCHES.
 QC0273'
 QC0273'REFERENCE MARK NO. 1 IS 14 PACES SOUTHWEST OF A SMALL JUNIPER
 QC0273'TREE.  IT IS A BRONZE DISK BRAZED ON A 2-INCH IRON PIPE,
 QC0273'STAMPED--FORK NO 1 1946 AND PROJECTS 12 INCHES.
 QC0273'
 QC0273'REFERENCE MARK NO. 2 IS 60 PACES NORTHWEST OF A 20-INCH JUNIPER
 QC0273'TREE.  IT IS A BRONZE DISK BRAZED ON A 2-INCH IRON PIPE AND
 QC0273'STAMPED--FORK NO 2 1946 AND PROJECTS 12 INCHES.
 QC0273'
 QC0273'TRIANGULATION STATION SHELL 1946 WAS USED AS THE AZIMUTH
 QC0273'MARK.  SEE DESCRIPTION FOR THAT STATION.
 QC0273'
 QC0273'TO REACH STATION FROM THE POST OFFICE AT RITTER, GO SOUTH ON
 QC0273'MAIN-TRAVELED ROAD FOR 0.25 MILE TO CROSSROAD AT BARN.  TURN
 QC0273'RIGHT AS PER SIGN EIGHTMILE CREEK AND FOLLOW MAIN-TRAVELED ROAD
 QC0273'DOWN RIVER FOR 2.4 MILES TO FORK JUST AFTER CROSSING
 QC0273'CATTLEGUARD.  TAKE LEFT FORK AND CONTINUE DOWN RIVER FOR 1.8
 QC0273'MILES TO FORK AT SIGN PRIVATE ROAD NO PEDDLERS ETC. ALLOWED.
 QC0273'HERE TAKE RIGHT FORK UP HILL FOR 1.45 MILES TO WIRE GATE
 QC0273'JUST AFTER PASSING RANCH HOUSE AND BUILDINGS.  PASS THROUGH
 QC0273'AND CONTINUE DOWN HILL FOR 0.5 MILE TO T INTERSECTION JUST
 QC0273'AFTER CROSSING BRIDGE.  HERE TURN LEFT AND GO 1.0 MILE TO
 QC0273'FORK.  KEEP LEFT FORK AND CONTINUE ON MAIN-TRAVELED ROAD FOR
 QC0273'1.05 MILES TO A SCHOOLHOUSE ON RIGHT.  CONTINUE ON MAIN-TRAVELED
 QC0273'ROAD FOR 0.6 MILE TO FORK AND HOUSE ON LEFT ABOUT 100 YARDS
 QC0273'FROM ROAD.  KEEP LEFT FORK AND FOLLOW MAIN-TRAVELED ROAD FOR
 QC0273'0.75 MILE TO FORK.  TAKE LEFT FORK AND CONTINUE FOR ABOUT 75 YARDS
 QC0273'TO PLANK GATE.  CONTINUE FOR 1.05 MILES ON MAIN-TRAVELED
 QC0273'ROAD TO A TRACK ROAD LEFT AND DOUBLE-BLAZED JUNIPER TREE ON LEFT.
 QC0273'CONTINUE AHEAD ON MAIN-TRAVELED ROAD FOR ABOUT 75 YARDS
 QC0273'TO ANOTHER TRACK ROAD LEFT.  TURN LEFT AND GO 0.15 MILE TO
 QC0273'WHERE ROAD ENTERS CULTIVATED FIELD.  CROSS FIELD TO A NORTH-SOUTH
 QC0273'FENCE LINE.  TURN LEFT AND SOUTH ALONG FENCE TO WIRE GATE, A
 QC0273'TOTAL DISTANCE OF 0.4 MILE.  PASS THROUGH GATE AND FOLLOW ROAD
 QC0273'SOUTH FOR 0.15 MILE TO ANOTHER GATE.  PASS THROUGH AND FOLLOW
 QC0273'ROAD SOUTH FOR 0.85 MILE TO OLD BUILDINGS.  PASS BETWEEN
 QC0273'BUILDINGS AND DRIVE SOUTH TO FIRST LARGE PINE TREE.  HERE LEAVE
 QC0273'ROAD AND BEAR RIGHT ACROSS COUNTRY TO SECOND LARGE PINE TREE.  TURN
 QC0273'RIGHT AND CONTINUE ACROSS PASTURE AND ROCKY GROUND TO EDGE OF
 QC0273'RIM ROCK AND END OF TRUCK TRAVEL.  PACK DOWN OVER RIM ROCK AND ON
 QC0273'DOWN HILL FOR APPROXIMATELY 3/4 MILE ALONG RIDGE EXTENDING TO
 QC0273'FORKS OF RIVER AND STATION SITE.  PACK IS 40 MINUTES DOWN AND
 QC0273'1-1/2 HOUR OUT.
 QC0273
 QC0273                          STATION RECOVERY (1946)
 QC0273
 QC0273'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 QC0273'13.4 MI W FROM RITTER.
 QC0273'13.1 MILES WEST ALONG THE NORTH BANK OF MIDDLE FORK JOHN DAY RIVER
 QC0273'FROM RITTER, THENCE 0.3 MILE NORTH UP A RAVINE TO THE TOP OF A LONG
 QC0273'RIDGE BETWEEN NORTH FORK JOHN DAY RIVER AND MIDDLE FORK JOHN DAY
 QC0273'RIVER, ABOUT 0.45 MILE EAST OF THE MOUTH OF MIDDLE FORK JOHN DAY
 QC0273'RIVER, ON TOP OF A KNOLL, AND 75 FEET WEST OF A 8-INCH JUNIPER TREE. A
 QC0273'BRONZE DISK, BRAZED ON TOP OF A 3-INCH SOIL PIPE PROJECTING ABOUT 8
 QC0273'INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0164 ***********************************************************************
 NW0164  DESIGNATION -  FORKS
 NW0164  PID         -  NW0164
 NW0164  STATE/COUNTY-  OR/MALHEUR
 NW0164  USGS QUAD   -  THREE FORKS (1980)
 NW0164
 NW0164                         *CURRENT SURVEY CONTROL
 NW0164  ___________________________________________________________________
 NW0164* NAD 83(1986)-  42 31 07.     (N)    117 10 12.     (W)     SCALED    
 NW0164* NAVD 88     -      1511.388  (meters)    4958.61   (feet)  ADJUSTED  
 NW0164  ___________________________________________________________________
 NW0164  GEOID HEIGHT-         -17.48  (meters)                     GEOID03
 NW0164  DYNAMIC HT  -        1510.512 (meters)    4955.74  (feet)  COMP
 NW0164  MODELED GRAV-     979,987.7   (mgal)                       NAVD 88
 NW0164
 NW0164  VERT ORDER  -  SECOND    CLASS 0
 NW0164
 NW0164.The horizontal coordinates were scaled from a topographic map and have
 NW0164.an estimated accuracy of +/- 6 seconds.
 NW0164
 NW0164.The orthometric height was determined by differential leveling
 NW0164.and adjusted in June 1991.
 NW0164
 NW0164.The geoid height was determined by GEOID03.
 NW0164
 NW0164.The dynamic height is computed by dividing the NAVD 88
 NW0164.geopotential number by the normal gravity value computed on the
 NW0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0164.degrees latitude (g = 980.6199 gals.).
 NW0164
 NW0164.The modeled gravity was interpolated from observed gravity values.
 NW0164
 NW0164;                    North         East    Units  Estimated Accuracy
 NW0164;SPC OR S     -   100,080.    1,773,560.      MT  (+/- 180 meters Scaled)
 NW0164
 NW0164                          SUPERSEDED SURVEY CONTROL
 NW0164
 NW0164  NGVD 29 (??/??/92) 1510.340  (m)         4955.17   (f) ADJ UNCH    2 0
 NW0164
 NW0164.Superseded values are not recommended for survey control.
 NW0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0164.See file dsdata.txt to determine how the superseded data were derived.
 NW0164
 NW0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH860073(NAD 83)
 NW0164_MARKER: DD = SURVEY DISK
 NW0164_SETTING: 66 = SET IN ROCK OUTCROP
 NW0164_SP_SET: OUTCROP
 NW0164_STAMPING: FORKS
 NW0164_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0164+STABILITY: POSITION/ELEVATION WELL
 NW0164
 NW0164  HISTORY     - Date     Condition        Report By
 NW0164  HISTORY     - UNK      MONUMENTED       BOR
 NW0164  HISTORY     - 1963     GOOD             NGS
 NW0164
 NW0164                          STATION DESCRIPTION
 NW0164
 NW0164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 NW0164'12.5 MI NW FROM C RANCH.
 NW0164'12.2 MILES NORTHWEST ALONG A DIRT ROAD FROM THE C RANCH, THENCE 0.15
 NW0164'MILE WEST ACROSS COUNTRY, ON TOP OF A LARGE FLAT ROCKY KNOLL, IN THE
 NW0164'TOP OF A 20 BY 20-FOOT OUTCROP PROJECTING 2 1/2 FEET ABOVE THE GROUND,
 NW0164'3.9 FEET WEST OF A WITNESS POST, AND ABOUT 20 FEET HIGHER THAN THE
 NW0164'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0965 ***********************************************************************
 NY0965  DESIGNATION -  FORT
 NY0965  PID         -  NY0965
 NY0965  STATE/COUNTY-  OR/KLAMATH
 NY0965  USGS QUAD   -  FORT KLAMATH (1985)
 NY0965
 NY0965                         *CURRENT SURVEY CONTROL
 NY0965  ___________________________________________________________________
 NY0965* NAD 83(1991)-  42 38 22.67289(N)    121 56 10.64184(W)     ADJUSTED  
 NY0965* NAVD 88     -      1537.     (meters)    5043.     (feet)  SCALED    
 NY0965  ___________________________________________________________________
 NY0965  LAPLACE CORR-           4.19  (seconds)                    DEFLEC99
 NY0965  GEOID HEIGHT-         -22.42  (meters)                     GEOID03
 NY0965  HORZ ORDER  -  THIRD
 NY0965
 NY0965.The horizontal coordinates were established by classical geodetic methods
 NY0965.and adjusted by the National Geodetic Survey in October 1991.
 NY0965
 NY0965.The orthometric height was scaled from a topographic map.
 NY0965
 NY0965.The Laplace correction was computed from DEFLEC99 derived deflections.
 NY0965
 NY0965.The geoid height was determined by GEOID03.
 NY0965
 NY0965;                    North         East     Units Scale Factor Converg.
 NY0965;SPC OR S     -   109,090.027 1,382,214.669   MT  0.99993694   -0 58 57.5
 NY0965;SPC OR S     -   357,906.91  4,534,825.03   iFT  0.99993694   -0 58 57.5
 NY0965;UTM  10      - 4,721,346.116   587,206.682   MT  0.99969356   +0 43 14.1
 NY0965
 NY0965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NY0965!SPC OR S     -   0.99976250  x   0.99993694  =   0.99969945
 NY0965!UTM  10      -   0.99976250  x   0.99969356  =   0.99945613
 NY0965
 NY0965|---------------------------------------------------------------------|
 NY0965| PID    Reference Object                     Distance      Geod. Az  |
 NY0965|                                                           dddmmss.s |
 NY0965| NY0966 AGENCY HILL LOOKOUT TOWER            76.270 METERS 13259     |
 NY0965| NZ1040 KLAMATH POINT                       APPROX.16.3 KM 2894205.3 |
 NY0965|---------------------------------------------------------------------|
 NY0965
 NY0965                          SUPERSEDED SURVEY CONTROL
 NY0965
 NY0965  NAD 83(1986)-  42 38 22.67352(N)    121 56 10.64876(W) AD(       ) 3
 NY0965  NAD 27      -  42 38 23.19400(N)    121 56 06.59500(W) AD(       ) 3
 NY0965
 NY0965.Superseded values are not recommended for survey control.
 NY0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0965.See file dsdata.txt to determine how the superseded data were derived.
 NY0965
 NY0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN8720721346(NAD 83)
 NY0965_MARKER: H = DRILL HOLE
 NY0965_SETTING: 80 = SET IN A BOULDER
 NY0965
 NY0965  HISTORY     - Date     Condition        Report By
 NY0965  HISTORY     - 1905     MONUMENTED       USGS
 NY0965  HISTORY     - 1931     GOOD             USGS
 NY0965  HISTORY     - 1931     GOOD             USGS
 NY0965
 NY0965                          STATION DESCRIPTION
 NY0965
 NY0965'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 NY0965'STATION IS ON W BROW OF A TIMBERED HILL OR RIDGE 200 FEET HIGH
 NY0965'(NOTE--EVIDENTLY TYPOGRAPHICAL ERROR, AS HILL IS 800 OR 900 FEET
 NY0965'HIGH), ABOUT 1-1/2 MILES N OF THE KLAMATH AGENCY AND ABOUT 5
 NY0965'MILES S OF FORT KLAMATH.
 NY0965'
 NY0965'SIGNAL--TARGETS ON LONG POLE SUPPORTED BY WIRE GUYS.
 NY0965'
 NY0965'STATION MARK IS A DRILL HOLE 1 INCH IN DIAMETER AND 3 INCHES
 NY0965'DEEP (DISK WAS NOT SET) IN LARGE ROUND BOULDER ON FRONT FACE OF
 NY0965'HIGHEST POINT OF RIM.
 NY0965
 NY0965                          STATION RECOVERY (1931)
 NY0965
 NY0965'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1931
 NY0965'ON WEST BROW OF AGENCY HILL, ABOUT 1.5 MILES NORTH OF KLAMATH
 NY0965'AGENCY AND SAME DISTANCE SOUTH OF STATE FISH HATCHERY.  ROAD
 NY0965'LEADS FROM KLAMATH AGENCY TO AGENCY HILL LOOKOUT TOWER, WHICH IS
 NY0965'ABOUT 850 FEET HIGHER THAN KLAMATH AGENCY.  STATION MARKED BY
 NY0965'1-INCH HOLE ABOUT 3 INCHES DEEP DRILLED IN LARGE ROUND BOULDER
 NY0965'IN FRONT FACE OF HIGHEST POINT OF RIM.  AGENCY HILL LOOKOUT
 NY0965'TOWER (U.S.G.S.) IS DISTANT 76.267 METERS (250.22 FEET) TO
 NY0965'SOUTHEAST S 47 DEG 01 MIN E, MEASURED TO CENTER OF TOWER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH1166 ***********************************************************************
 OH1166  DESIGNATION -  FORT
 OH1166  PID         -  OH1166
 OH1166  STATE/COUNTY-  OR/MALHEUR
 OH1166  USGS QUAD   -  OWYHEE (1967)
 OH1166
 OH1166                         *CURRENT SURVEY CONTROL
 OH1166  ___________________________________________________________________
 OH1166* NAD 83(1991)-  43 48 34.22209(N)    117 02 32.26560(W)     ADJUSTED  
 OH1166* NAVD 88     -       673.6    (meters)    2210.     (feet)  VERTCON   
 OH1166  ___________________________________________________________________
 OH1166  LAPLACE CORR-           1.64  (seconds)                    DEFLEC99
 OH1166  GEOID HEIGHT-         -17.97  (meters)                     GEOID03
 OH1166  HORZ ORDER  -  SECOND
 OH1166
 OH1166.The horizontal coordinates were established by classical geodetic methods
 OH1166.and adjusted by the National Geodetic Survey in October 1991.
 OH1166
 OH1166.The NAVD 88 height was computed by applying the VERTCON shift value to
 OH1166.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OH1166
 OH1166.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1166
 OH1166.The geoid height was determined by GEOID03.
 OH1166
 OH1166;                    North         East     Units Scale Factor Converg.
 OH1166;SPC OR S     -   243,780.601 1,778,124.100   MT  0.99995717   +2 21 56.1
 OH1166;SPC OR S     -   799,805.12  5,833,740.49   iFT  0.99995717   +2 21 56.1
 OH1166;SPC ID W     -   238,838.918   696,025.355   MT  1.00006626   -0 53 40.9
 OH1166;SPC ID W     -   783,590.68  2,283,543.19   sFT  1.00006626   -0 53 40.9
 OH1166;UTM  11      - 4,850,716.330   496,598.125   MT  0.99960014   -0 01 45.4
 OH1166
 OH1166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1166!SPC OR S     -   0.99989721  x   0.99995717  =   0.99985438
 OH1166!SPC ID W     -   0.99989721  x   1.00006626  =   0.99996346
 OH1166!UTM  11      -   0.99989721  x   0.99960014  =   0.99949739
 OH1166
 OH1166:                Primary Azimuth Mark                     Grid Az
 OH1166:SPC OR S     -  NYSSA CYLIND PRESSURE TK                 014 05 07.0
 OH1166:SPC ID W     -  NYSSA CYLIND PRESSURE TK                 017 20 44.0
 OH1166:UTM  11      -  NYSSA CYLIND PRESSURE TK                 016 28 48.5
 OH1166
 OH1166|---------------------------------------------------------------------|
 OH1166| PID    Reference Object                     Distance      Geod. Az  |
 OH1166|                                                           dddmmss.s |
 OH1166| OH1168 NYSSA CYLIND PRESSURE TK            APPROX. 2.5 KM 0162703.1 |
 OH1166| OH1424 PARMA MUNICIPAL TANK                APPROX. 8.2 KM 1063132.0 |
 OH1166| CD6560 FORT RM 1                            28.746 METERS 15059     |
 OH1166| CD6561 FORT RM 2                            22.174 METERS 17107     |
 OH1166| CD6559 FORT AZ MK                                         2683345.6 |
 OH1166|---------------------------------------------------------------------|
 OH1166
 OH1166                          SUPERSEDED SURVEY CONTROL
 OH1166
 OH1166  NAD 83(1986)-  43 48 34.22189(N)    117 02 32.26512(W) AD(       ) 2
 OH1166  NAD 27      -  43 48 34.65400(N)    117 02 28.68700(W) AD(       ) 2
 OH1166  NGVD 29 (07/19/86)  672.6    (m)         2207.     (f) VERT ANG    3  
 OH1166
 OH1166.Superseded values are not recommended for survey control.
 OH1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1166.See file dsdata.txt to determine how the superseded data were derived.
 OH1166
 OH1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ9659850716(NAD 83)
 OH1166_MARKER: DS = TRIANGULATION STATION DISK
 OH1166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH1166_STAMPING: FORT 1944
 OH1166_MARK LOGO: CGS   
 OH1166_MAGNETIC: N = NO MAGNETIC MATERIAL
 OH1166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH1166+STABILITY: SURFACE MOTION
 OH1166
 OH1166  HISTORY     - Date     Condition        Report By
 OH1166  HISTORY     - 1944     MONUMENTED       CGS
 OH1166  HISTORY     - 1956     GOOD             USGS
 OH1166  HISTORY     - 1971     SEE DESCRIPTION  NGS
 OH1166  HISTORY     - 1982     GOOD             LOCENG
 OH1166  HISTORY     - 19821010 GOOD             NGS
 OH1166
 OH1166                          STATION DESCRIPTION
 OH1166
 OH1166'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (ANS)
 OH1166'STATION IS LOCATED ABOUT 5 MILES SW OF NYSSA AND ABOUT 5 MILES N
 OH1166'OF ADRIAN.  IT IS 41 FEET N OF THE CENTER LINE OF A DIRT ROAD, 46
 OH1166'FEET W OF THE CENTER LINE OF THE UNION PACIFIC RAILROAD TRACKS,
 OH1166'AND 3 FEET E OF THE RIGHT-OF-WAY FENCE ALONG THE RAILROAD.
 OH1166'
 OH1166'SURFACE MARK IS A BRONZE STATION DISK SET IN CONCRETE.  IT IS
 OH1166'STAMPED FORT 1944 AND PROJECTS 3 INCHES ABOVE THE
 OH1166'GROUND.  UNDERGROUND MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 OH1166'
 OH1166'REFERENCE MARK 1 IS A BRONZE DISK SET IN THE NW CORNER OF A
 OH1166'CONCRETE IRRIGATION BOX AND IS 6 FEET E OF THE E RAIL OF THE
 OH1166'TRACKS.  IT IS STAMPED FORT NO 1 1944 AND IS 3 FEET HIGHER IN
 OH1166'ELEVATION THAN THE STATION MARK.
 OH1166'
 OH1166'REFERENCE MARK 2 IS A BRONZE DISK SET IN THE N EDGE OF A CONCRETE
 OH1166'IRRIGATION BOX AND IS 14 FEET W OF THE W RAIL OF THE TRACKS.  IT
 OH1166'IS STAMPED FORT NO 2 1944 AND IS 3 FEET HIGHER IN ELEVATION THAN
 OH1166'THE STATION MARK.
 OH1166'
 OH1166'AZIMUTH MARK IS A BRONZE DISK SET IN THE SW CORNER OF CONCRETE
 OH1166'IRRIGATION CONTROL BOX AND IS STAMPED FORT 1944.  IT IS 6 FEET S
 OH1166'OF A WHITE POST ALONG FENCE LINE AND 28 FEET S OF A DIRT ROAD.
 OH1166'
 OH1166'TO REACH STATION FROM THE UNDERPASS (UNION PACIFIC R.R.) IN NYSSA,
 OH1166'GO W FOR 0.4 MILE TO THE JUNCTION OF U.S. HIGHWAY 20 AND STATE
 OH1166'HIGHWAY 201, TURN LEFT ON STATE HIGHWAY 201 (TOWARDS ADRIAN) AND
 OH1166'GO 5.1 MILES TO A DIRT ROAD LEFT.* TURN LEFT AND GO 0.7 MILE TO
 OH1166'THE RAILROAD TRACKS AND STATION ON THE RIGHT (N).
 OH1166'
 OH1166'*TO REACH AZIMUTH MARK FROM THIS POINT, CONTINUE ON DIRT ROAD
 OH1166'FOR 0.2 MILE TO AZIMUTH MARK ON THE LEFT (S).
 OH1166
 OH1166                          STATION RECOVERY (1956)
 OH1166
 OH1166'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 OH1166'DESCRIPTION AND POSITION LISTED IN NGS QUAD 43117-1, STATION 1009.
 OH1166'
 OH1166'STATION MARK--A BRONZE STATION DISK STAMAPED---FORT 1944---, SET IN
 OH1166'CONCRETE AND PROJECTING 3 IN. ABOVE THE GROUND.
 OH1166
 OH1166                          STATION RECOVERY (1971)
 OH1166
 OH1166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 OH1166'THE STATION MARK, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK WERE
 OH1166'RECOVERED IN GOOD CONDITION AS DESCRIBED.  A METAL WITNESS POST
 OH1166'WAS PLACED 1 FOOT NORTH OF THE STATION MARK.  AN ALTERNATE TO
 OH1166'REACH FOLLOWS.
 OH1166'
 OH1166'TO REACH THE STATION FROM THE T INTERSECTION JUST WEST OF THE
 OH1166'ADRIAN POST OFFICE GO NORTH ON STATE HIGHWAY 201 FOR 5.1 MILES TO
 OH1166'A MACADAM SIDE ROAD RIGHT, TURN RIGHT, AND GO EAST ON THE MACADAM
 OH1166'ROAD FOR 0.15 MILE TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE EAST
 OH1166'ON THE MACADAM ROAD FOR 0.5 MILE TO THE RAILROAD CROSSING, AND
 OH1166'THE STATION ON THE LEFT.
 OH1166'
 OH1166'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OH1166'5 MILES NORTH OF ADRIAN.
 OH1166
 OH1166                          STATION RECOVERY (1982)
 OH1166
 OH1166'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982 (JJP)
 OH1166'FORT 1944 RECOVERED EXCELLENT.  A WITNESS POST IS 1 FT. NORTH
 OH1166'OF MARK.
 OH1166'
 OH1166'FORT 1944 NO. 1 RECOVERED EXCELLENT 15 FT. EAST OF EAST RAIL.
 OH1166'
 OH1166'FORT 1944 NO. 2 RECOVERED EXCELLENT.  16 FT. WEST OF WEST RAIL.
 OH1166'
 OH1166'DISTANCE FROM RM 1 TO RM 2 736.1 MIN) CHECKS.
 OH1166'
 OH1166'FORT 1944 (AZI. MK.) MARK WAS DESTROYED WHEN IRRIGATION STRUCTURE
 OH1166'WAS REMOVED.
 OH1166'
 OH1166'THE 1971 TO REACH INSTRUCTIONS ARE ADEQUATE.
 OH1166
 OH1166                          STATION RECOVERY (1982)
 OH1166
 OH1166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 OH1166'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 OH1166'CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED.  A NEARBY PROPERTY
 OH1166'OWNER SAYS HE BELIEVES THE MARK WAS STILL IN PLACE BUT WAS COVERED BY
 OH1166'CONCRETE WHEN THE IRRIGATION DITCH WAS REBUILT.  THE DISTANCES AND
 OH1166'ANGLES TO THE REFERENCE MARKS COMPARE FAVORABLY WITH THE EARLIER
 OH1166'DESCRIPTIONS.  THE STATION IS LOCATED ABOUT 8 KM (4.95 MI) SOUTHWEST
 OH1166'OF NYSSA AND ABOUT 8 KM (4.95 MI) NORTH OF ADRIAN.  TO REACH THE
 OH1166'STATION FROM THE POST OFFICE IN ADRIAN, GO WEST ABOUT 150 METERS,
 OH1166'(492.1 FT) TURN RIGT ON HIGHWAY 201, FOR 6.6 KM (4.10 MI) TO THE
 OH1166'COMMUNITY OF OWYEE, CONTINUE NORTH ON HIGHWAY 201 FOR 1.5 KM, (0.95
 OH1166'MI) TURN RIGHT ON KLAMATH AVE AND GO 1 KM (0.60 MI) TO THE RAILROAD
 OH1166'TRACKS AND MARK ON THE LEFT.
 OH1166' 
 OH1166'THE STATION IS A STANDARD CGS DISK STAMPED---FORT 1944---, SET INTO
 OH1166'THE TOP OF A SQUARE CONCRETE MONUMENT, 28 CM IN DIAMETER, FLUSH WITH
 OH1166'GROUND.  THE STATION IS LOCATED 13.75 METERS (45.11 FT) WEST FROM WEST
 OH1166'RAIL OF TRACK, 12.0 METERS (39.4 FT) NORTH FROM THE CENTERLINE OF
 OH1166'ROAD, 1.50 METERS (4.92 FT) NORTHEAST FROM THE SOUTHWEST ONE OF THREE
 OH1166'CONCRETE POST, 0.3 METERS (1.0 FT) SOUTH FROM A WITNESS POST.
 OH1166'REFERENCE MARK NO 1, IS A STANDARD CGS DISK STAMPED---FORT 1944 NO
 OH1166'1---, SET INTO A DRILL HOLE IN CONCRETE IRRIGATION HEADER.  THE
 OH1166'STATION IS LOCATED 13.65 METERS (44.78 FT) SOUTH FROM THE CENTERLINE
 OH1166'OF THE ROAD, 4.78 METERS (15.68 FT) EAST FROM THE EAST RAIL OF TRACKS,
 OH1166'0.7 METERS (2.3 FT) SOUTH FROM THE NORTHWEST END OF IRRIGATION HEADER,
 OH1166'AND 1.0 METERS (3.3 FT) HIGHER THAN THE STATION.  REFERENCE MARK NO 2,
 OH1166'IS A STANDARD CGS DISK STAMPED---FORT 1944 NO 2---, SET INTO THE
 OH1166'NORTHEAST CORNER OF A CONCRETE IRRIGATION HEADER.  THE STATION IS
 OH1166'LOCATED 10.2 METERS (33.5 FT) SOUTH FROM THE CENTERLINE OF ROAD, 4.55
 OH1166'METERS (14.93 FT) SOUTH FROM A RAILROAD CROSSING SIGN, 4.9 METERS
 OH1166'(16.1 FT) WEST FROM THE WEST RAIL OF TRACK, 0.2 METERS (0.7 FT) WEST
 OH1166'FROM THE NORTHEAST CORNER OF THE IRRIGATION HEADER, AND 1.0 METERS
 OH1166'(3.3 FT) HIGHER THAN THE STATION.  AZIMUTH MARK NO 2, IS A STANDARD
 OH1166'NGS DISK STAMPED---FORT 1944 NO 2 1982---, SET INTO THE TOP OF A ROUND
 OH1166'CONCRETE MONUMENT, 27 CM IN DIAMETER, PROJECTING 4 CM ABOVE THE
 OH1166'GROUND.  THE STATION IS LOCATED 6.5 METERS (21.3 FT) SOUTH FROM THE
 OH1166'CENTERLINE OF ROAD, 0.95 METERS (3.12 FT) EAST FROM THE THIRD POWER
 OH1166'POLE EAST OF THE INTERSECTION OF HIGHWAY 201 AND KLAMATH AVE, 0.45
 OH1166'METERS (1.48 FT) WEST FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0963 ***********************************************************************
 NY0963  DESIGNATION -  FORT KLAMATH CH BELFRY
 NY0963  PID         -  NY0963
 NY0963  STATE/COUNTY-  OR/KLAMATH
 NY0963  USGS QUAD   -  FORT KLAMATH (1985)
 NY0963
 NY0963                         *CURRENT SURVEY CONTROL
 NY0963  ___________________________________________________________________
 NY0963* NAD 83(1991)-  42 42 11.19794(N)    121 59 41.70820(W)     ADJUSTED  
 NY0963* NAVD 88     -              **(meters)            **(feet)            
 NY0963  ___________________________________________________________________
 NY0963  LAPLACE CORR-           2.02  (seconds)                    DEFLEC99
 NY0963  GEOID HEIGHT-         -22.30  (meters)                     GEOID03
 NY0963  HORZ ORDER  -  THIRD
 NY0963
 NY0963.The horizontal coordinates were established by classical geodetic methods
 NY0963.and adjusted by the National Geodetic Survey in October 1991.
 NY0963
 NY0963
 NY0963.The Laplace correction was computed from DEFLEC99 derived deflections.
 NY0963
 NY0963.The geoid height was determined by GEOID03.
 NY0963
 NY0963;                    North         East     Units Scale Factor Converg.
 NY0963;SPC OR S     -   116,224.236 1,377,533.014   MT  0.99992740   -1 01 21.9
 NY0963;SPC OR S     -   381,313.11  4,519,465.27   iFT  0.99992740   -1 01 21.9
 NY0963;UTM  10      - 4,728,336.267   582,316.167   MT  0.99968336   +0 40 54.1
 NY0963
 NY0963                          SUPERSEDED SURVEY CONTROL
 NY0963
 NY0963  NAD 83(1986)-  42 42 11.19735(N)    121 59 41.71930(W) AD(       ) 4
 NY0963  NAD 27      -  42 42 11.72700(N)    121 59 37.65700(W) AD(       ) 3
 NY0963
 NY0963.Superseded values are not recommended for survey control.
 NY0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0963.See file dsdata.txt to determine how the superseded data were derived.
 NY0963
 NY0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN8231628336(NAD 83)
 NY0963
 NY0963  HISTORY     - Date     Condition        Report By
 NY0963  HISTORY     - 1931     MONUMENTED       USGS
 NY0963  HISTORY     - 1941     SEE DESCRIPTION  CGS
 NY0963
 NY0963                          STATION DESCRIPTION
 NY0963
 NY0963'DESCRIBED BY US GEOLOGICAL SURVEY 1931 (BHY)
 NY0963'CHURCH STEEPLE OR BELFRY OF CHURCH E OF MAIN STREET IN VILLAGE
 NY0963'OF FORT KLAMATH.
 NY0963'
 NY0963'STATION MARK AND SIGNAL--CENTER OF BELFRY.
 NY0963'
 NY0963'THIS STATION WAS NOT OCCUPIED.
 NY0963
 NY0963                          STATION RECOVERY (1941)
 NY0963
 NY0963'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (LAM)
 NY0963'AT FORT KLAMATH, ABOUT 250 FEET EAST OF CRATER LAKE
 NY0963'HIGHWAY.  STATION NOT OCCUPIED.  SIGNAL AND STATION MARK IS CENTER
 NY0963'OF STEEPLE OVER BELFRY OF COMMUNITY CHURCH.  IN 1941 REPORTED
 NY0963'STRUCTURE PAINTED WHITE AND IS PROMINENT LANDMARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AF9545 ***********************************************************************
 AF9545  CORS        -  This is a GPS Continuously Operating Reference Station.
 AF9545  DESIGNATION -  FORT STEVENS 1 CORS ARP
 AF9545  CORS_ID     -  FTS1
 AF9545  PID         -  AF9545
 AF9545  STATE/COUNTY-  OR/CLATSOP
 AF9545  USGS QUAD   -  WARRENTON (1996)
 AF9545
 AF9545                         *CURRENT SURVEY CONTROL
 AF9545  ___________________________________________________________________
 AF9545* NAD 83(CORS)-  46 12 17.57866(N)    123 57 21.88345(W)     ADJUSTED  
 AF9545* NAVD 88     -        10.2    (meters)      33.     (feet)  GPS OBS   
 AF9545  ___________________________________________________________________
 AF9545  EPOCH DATE  -        2002.00
 AF9545  X           -  -2,469,884.518 (meters)                     COMP
 AF9545  Y           -  -3,667,816.153 (meters)                     COMP
 AF9545  Z           -   4,581,028.127 (meters)                     COMP
 AF9545  ELLIP HEIGHT-         -13.630 (meters)          (03/??/02) ADJUSTED
 AF9545  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 AF9545  HORZ ORDER  -  SPECIAL (CORS)
 AF9545  ELLP ORDER  -  SPECIAL (CORS)
 AF9545
 AF9545.ITRF positions are available for this station.
 AF9545.The coordinates were established by GPS observations
 AF9545.and adjusted by the National Geodetic Survey in March 2002.
 AF9545.The coordinates are valid at the epoch date displayed above.
 AF9545.The epoch date for horizontal control is a decimal equivalence
 AF9545.of Year/Month/Day.
 AF9545
 AF9545.The orthometric height was determined by GPS observations and a
 AF9545.high-resolution geoid model.
 AF9545
 AF9545.The PID for the CORS L1 Phase Center is AJ7884.
 AF9545
 AF9545.The XYZ, and position/ellipsoidal ht. are equivalent.
 AF9545
 AF9545.The ellipsoidal height was determined by GPS observations
 AF9545.and is referenced to NAD 83.
 AF9545
 AF9545.The geoid height was determined by GEOID03.
 AF9545
 AF9545;                    North         East     Units Scale Factor Converg.
 AF9545;SPC OR N     -   287,773.336 2,233,336.318   MT  1.00005858   -2 27 03.6
 AF9545;SPC OR N     -   944,138.24  7,327,218.89   iFT  1.00005858   -2 27 03.6
 AF9545
 AF9545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9545!SPC OR N     -   1.00000214  x   1.00005858  =   1.00006072
 AF9545
 AF9545                          SUPERSEDED SURVEY CONTROL
 AF9545
 AF9545  NAD 83(CORS)-  46 12 17.57718(N)    123 57 21.88589(W) AD(1997.00) c
 AF9545  ELLIP H (07/??/00)  -13.621  (m)                       GP(1997.00) c c
 AF9545  NAD 83(CORS)-  46 12 17.57676(N)    123 57 21.88603(W) AD(1996.00) c
 AF9545  NAD 83(CORS)-  46 12 17.57696(N)    123 57 21.88547(W) AD(1997.00) c
 AF9545  ELLIP H (04/??/96)  -13.598  (m)                       GP(1997.00) c c
 AF9545  ELLIP H (04/??/96)  -13.598  (m)                       GP(1996.00) c c
 AF9545
 AF9545.Superseded values are not recommended for survey control.
 AF9545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9545.See file dsdata.txt to determine how the superseded data were derived.
 AF9545
 AF9545_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2624217256(NAD 83)
 AF9545_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AF9545
 AF9545                          STATION DESCRIPTION
 AF9545
 AF9545'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AF9545'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AF9545'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AF9545'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AF9545'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AF9545'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AJ7884 ***********************************************************************
 AJ7884  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ7884  DESIGNATION -  FORT STEVENS 1 CORS L1 PHASE CENTER
 AJ7884  CORS_ID     -  FTS1
 AJ7884  PID         -  AJ7884
 AJ7884  STATE/COUNTY-  OR/CLATSOP
 AJ7884  USGS QUAD   -  WARRENTON (1996)
 AJ7884
 AJ7884                         *CURRENT SURVEY CONTROL
 AJ7884  ___________________________________________________________________
 AJ7884* NAD 83(CORS)-  46 12 17.57862(N)    123 57 21.88349(W)     ADJUSTED  
 AJ7884* NAVD 88     -              **(meters)            **(feet)            
 AJ7884  ___________________________________________________________________
 AJ7884  EPOCH DATE  -        2002.00
 AJ7884  X           -  -2,469,884.553 (meters)                     COMP
 AJ7884  Y           -  -3,667,816.204 (meters)                     COMP
 AJ7884  Z           -   4,581,028.189 (meters)                     COMP
 AJ7884  ELLIP HEIGHT-         -13.542 (meters)          (03/??/02) ADJUSTED
 AJ7884  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 AJ7884  HORZ ORDER  -  SPECIAL (CORS)
 AJ7884  ELLP ORDER  -  SPECIAL (CORS)
 AJ7884
 AJ7884.ITRF positions are available for this station.
 AJ7884.The coordinates were established by GPS observations
 AJ7884.and adjusted by the National Geodetic Survey in March 2002.
 AJ7884.The coordinates are valid at the epoch date displayed above.
 AJ7884.The epoch date for horizontal control is a decimal equivalence
 AJ7884.of Year/Month/Day.
 AJ7884
 AJ7884
 AJ7884.The PID for the CORS ARP is AF9545.
 AJ7884
 AJ7884.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ7884
 AJ7884.The ellipsoidal height was determined by GPS observations
 AJ7884.and is referenced to NAD 83.
 AJ7884
 AJ7884.The geoid height was determined by GEOID03.
 AJ7884
 AJ7884;                    North         East     Units Scale Factor Converg.
 AJ7884;SPC OR N     -   287,773.334 2,233,336.317   MT  1.00005858   -2 27 03.6
 AJ7884;SPC OR N     -   944,138.23  7,327,218.89   iFT  1.00005858   -2 27 03.6
 AJ7884
 AJ7884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7884!SPC OR N     -   1.00000212  x   1.00005858  =   1.00006070
 AJ7884
 AJ7884                          SUPERSEDED SURVEY CONTROL
 AJ7884
 AJ7884  NAD 83(CORS)-  46 12 17.57714(N)    123 57 21.88593(W) AD(1997.00) c
 AJ7884  ELLIP H (07/??/00)  -13.533  (m)                       GP(1997.00) c c
 AJ7884  NAD 83(CORS)-  46 12 17.57672(N)    123 57 21.88607(W) AD(1996.00) c
 AJ7884  NAD 83(CORS)-  46 12 17.57692(N)    123 57 21.88550(W) AD(1997.00) c
 AJ7884  ELLIP H (04/??/96)  -13.510  (m)                       GP(1997.00) c c
 AJ7884  ELLIP H (04/??/96)  -13.510  (m)                       GP(1996.00) c c
 AJ7884
 AJ7884.Superseded values are not recommended for survey control.
 AJ7884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7884.See file dsdata.txt to determine how the superseded data were derived.
 AJ7884
 AJ7884_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2624217256(NAD 83)
 AJ7884_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AJ7884
 AJ7884                          STATION DESCRIPTION
 AJ7884
 AJ7884'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AJ7884'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ7884'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ7884'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ7884'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ7884'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AF9580 ***********************************************************************
 AF9580  CORS        -  This is a GPS Continuously Operating Reference Station.
 AF9580  DESIGNATION -  FORT STEVENS 2 CORS ARP
 AF9580  CORS_ID     -  FTS2
 AF9580  PID         -  AF9580
 AF9580  STATE/COUNTY-  OR/CLATSOP
 AF9580  USGS QUAD   -  WARRENTON (1996)
 AF9580
 AF9580                         *CURRENT SURVEY CONTROL
 AF9580  ___________________________________________________________________
 AF9580* NAD 83(CORS)-  46 12 18.56953(N)    123 57 21.58612(W)     ADJUSTED  
 AF9580* NAVD 88     -              **(meters)            **(feet)            
 AF9580  ___________________________________________________________________
 AF9580  EPOCH DATE  -        2002.00
 AF9580  X           -  -2,469,866.987 (meters)                     COMP
 AF9580  Y           -  -3,667,801.531 (meters)                     COMP
 AF9580  Z           -   4,581,049.471 (meters)                     COMP
 AF9580  ELLIP HEIGHT-         -13.394 (meters)          (03/??/02) ADJUSTED
 AF9580  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 AF9580  HORZ ORDER  -  SPECIAL (CORS)
 AF9580  ELLP ORDER  -  SPECIAL (CORS)
 AF9580
 AF9580.ITRF positions are available for this station.
 AF9580.The coordinates were established by GPS observations
 AF9580.and adjusted by the National Geodetic Survey in March 2002.
 AF9580.The coordinates are valid at the epoch date displayed above.
 AF9580.The epoch date for horizontal control is a decimal equivalence
 AF9580.of Year/Month/Day.
 AF9580
 AF9580
 AF9580.The PID for the CORS L1 Phase Center is AJ7906.
 AF9580
 AF9580.The XYZ, and position/ellipsoidal ht. are equivalent.
 AF9580
 AF9580.The ellipsoidal height was determined by GPS observations
 AF9580.and is referenced to NAD 83.
 AF9580
 AF9580.The geoid height was determined by GEOID03.
 AF9580
 AF9580;                    North         East     Units Scale Factor Converg.
 AF9580;SPC OR N     -   287,803.631 2,233,343.995   MT  1.00005867   -2 27 03.4
 AF9580;SPC OR N     -   944,237.63  7,327,244.08   iFT  1.00005867   -2 27 03.4
 AF9580
 AF9580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9580!SPC OR N     -   1.00000210  x   1.00005867  =   1.00006077
 AF9580
 AF9580                          SUPERSEDED SURVEY CONTROL
 AF9580
 AF9580  NAD 83(CORS)-  46 12 18.56802(N)    123 57 21.58877(W) AD(1996.00) c
 AF9580  NAD 83(CORS)-  46 12 18.56821(N)    123 57 21.58820(W) AD(1997.00) c
 AF9580  ELLIP H (08/??/96)  -13.371  (m)                       GP(1997.00) c c
 AF9580  ELLIP H (08/??/96)  -13.371  (m)                       GP(1996.00) c c
 AF9580
 AF9580.Superseded values are not recommended for survey control.
 AF9580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9580.See file dsdata.txt to determine how the superseded data were derived.
 AF9580
 AF9580_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2624917287(NAD 83)
 AF9580_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AF9580
 AF9580                          STATION DESCRIPTION
 AF9580
 AF9580'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AF9580'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AF9580'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AF9580'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AF9580'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AF9580'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AJ7906 ***********************************************************************
 AJ7906  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ7906  DESIGNATION -  FORT STEVENS 2 CORS L1 PHASE CENTER
 AJ7906  CORS_ID     -  FTS2
 AJ7906  PID         -  AJ7906
 AJ7906  STATE/COUNTY-  OR/CLATSOP
 AJ7906  USGS QUAD   -  WARRENTON (1996)
 AJ7906
 AJ7906                         *CURRENT SURVEY CONTROL
 AJ7906  ___________________________________________________________________
 AJ7906* NAD 83(CORS)-  46 12 18.56949(N)    123 57 21.58616(W)     ADJUSTED  
 AJ7906* NAVD 88     -              **(meters)            **(feet)            
 AJ7906  ___________________________________________________________________
 AJ7906  EPOCH DATE  -        2002.00
 AJ7906  X           -  -2,469,867.022 (meters)                     COMP
 AJ7906  Y           -  -3,667,801.582 (meters)                     COMP
 AJ7906  Z           -   4,581,049.533 (meters)                     COMP
 AJ7906  ELLIP HEIGHT-         -13.306 (meters)          (03/??/02) ADJUSTED
 AJ7906  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 AJ7906  HORZ ORDER  -  SPECIAL (CORS)
 AJ7906  ELLP ORDER  -  SPECIAL (CORS)
 AJ7906
 AJ7906.ITRF positions are available for this station.
 AJ7906.The coordinates were established by GPS observations
 AJ7906.and adjusted by the National Geodetic Survey in March 2002.
 AJ7906.The coordinates are valid at the epoch date displayed above.
 AJ7906.The epoch date for horizontal control is a decimal equivalence
 AJ7906.of Year/Month/Day.
 AJ7906
 AJ7906
 AJ7906.The PID for the CORS ARP is AF9580.
 AJ7906
 AJ7906.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ7906
 AJ7906.The ellipsoidal height was determined by GPS observations
 AJ7906.and is referenced to NAD 83.
 AJ7906
 AJ7906.The geoid height was determined by GEOID03.
 AJ7906
 AJ7906;                    North         East     Units Scale Factor Converg.
 AJ7906;SPC OR N     -   287,803.630 2,233,343.994   MT  1.00005867   -2 27 03.4
 AJ7906;SPC OR N     -   944,237.63  7,327,244.07   iFT  1.00005867   -2 27 03.4
 AJ7906
 AJ7906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7906!SPC OR N     -   1.00000209  x   1.00005867  =   1.00006076
 AJ7906
 AJ7906                          SUPERSEDED SURVEY CONTROL
 AJ7906
 AJ7906  NAD 83(CORS)-  46 12 18.56798(N)    123 57 21.58881(W) AD(1996.00) c
 AJ7906  NAD 83(CORS)-  46 12 18.56817(N)    123 57 21.58824(W) AD(1997.00) c
 AJ7906  ELLIP H (08/??/96)  -13.283  (m)                       GP(1997.00) c c
 AJ7906  ELLIP H (08/??/96)  -13.283  (m)                       GP(1996.00) c c
 AJ7906
 AJ7906.Superseded values are not recommended for survey control.
 AJ7906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7906.See file dsdata.txt to determine how the superseded data were derived.
 AJ7906
 AJ7906_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2624917287(NAD 83)
 AJ7906_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AJ7906
 AJ7906                          STATION DESCRIPTION
 AJ7906
 AJ7906'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AJ7906'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ7906'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ7906'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ7906'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ7906'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 DK4499 ***********************************************************************
 DK4499  CORS        -  This is a GPS Continuously Operating Reference Station.
 DK4499  DESIGNATION -  FORT STEVENS 5 CORS ARP
 DK4499  CORS_ID     -  FTS5
 DK4499  PID         -  DK4499
 DK4499  STATE/COUNTY-  OR/CLATSOP
 DK4499  USGS QUAD   -  WARRENTON (1996)
 DK4499
 DK4499                         *CURRENT SURVEY CONTROL
 DK4499  ___________________________________________________________________
 DK4499* NAD 83(CORS)-  46 12 17.57892(N)    123 57 21.88312(W)     ADJUSTED  
 DK4499* NAVD 88     -              **(meters)            **(feet)            
 DK4499  ___________________________________________________________________
 DK4499  EPOCH DATE  -        2002.00
 DK4499  X           -  -2,469,884.573 (meters)                     COMP
 DK4499  Y           -  -3,667,816.248 (meters)                     COMP
 DK4499  Z           -   4,581,028.252 (meters)                     COMP
 DK4499  ELLIP HEIGHT-         -13.464 (meters)          (07/??/08) ADJUSTED
 DK4499  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 DK4499  HORZ ORDER  -  SPECIAL (CORS)
 DK4499  ELLP ORDER  -  SPECIAL (CORS)
 DK4499
 DK4499.ITRF positions are available for this station.
 DK4499.The coordinates were established by GPS observations
 DK4499.and adjusted by the National Geodetic Survey in July 2008.
 DK4499.The coordinates are valid at the epoch date displayed above.
 DK4499.The epoch date for horizontal control is a decimal equivalence
 DK4499.of Year/Month/Day.
 DK4499
 DK4499
 DK4499.The PID for the CORS L1 Phase Center is DK4500.
 DK4499
 DK4499.The XYZ, and position/ellipsoidal ht. are equivalent.
 DK4499
 DK4499.The ellipsoidal height was determined by GPS observations
 DK4499.and is referenced to NAD 83.
 DK4499
 DK4499.The geoid height was determined by GEOID03.
 DK4499
 DK4499;                    North         East     Units Scale Factor Converg.
 DK4499;SPC OR N     -   287,773.343 2,233,336.325   MT  1.00005858   -2 27 03.6
 DK4499;SPC OR N     -   944,138.26  7,327,218.91   iFT  1.00005858   -2 27 03.6
 DK4499
 DK4499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK4499!SPC OR N     -   1.00000211  x   1.00005858  =   1.00006069
 DK4499
 DK4499                          SUPERSEDED SURVEY CONTROL
 DK4499
 DK4499.No superseded survey control is available for this station.
 DK4499
 DK4499_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2624217256(NAD 83)
 DK4499_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DK4499
 DK4499                          STATION DESCRIPTION
 DK4499
 DK4499'DESCRIBED BY NATIONAL GEODETIC SURVEY 2008
 DK4499'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DK4499'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DK4499'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DK4499'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DK4499'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 DK4500 ***********************************************************************
 DK4500  CORS        -  This is a GPS Continuously Operating Reference Station.
 DK4500  DESIGNATION -  FORT STEVENS 5 CORS L1 PHASE CENTER
 DK4500  CORS_ID     -  FTS5
 DK4500  PID         -  DK4500
 DK4500  STATE/COUNTY-  OR/CLATSOP
 DK4500  USGS QUAD   -  WARRENTON (1996)
 DK4500
 DK4500                         *CURRENT SURVEY CONTROL
 DK4500  ___________________________________________________________________
 DK4500* NAD 83(CORS)-  46 12 17.57881(N)    123 57 21.88321(W)     ADJUSTED  
 DK4500* NAVD 88     -              **(meters)            **(feet)            
 DK4500  ___________________________________________________________________
 DK4500  EPOCH DATE  -        2002.00
 DK4500  X           -  -2,469,884.608 (meters)                     COMP
 DK4500  Y           -  -3,667,816.296 (meters)                     COMP
 DK4500  Z           -   4,581,028.308 (meters)                     COMP
 DK4500  ELLIP HEIGHT-         -13.382 (meters)          (07/??/08) ADJUSTED
 DK4500  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 DK4500  HORZ ORDER  -  SPECIAL (CORS)
 DK4500  ELLP ORDER  -  SPECIAL (CORS)
 DK4500
 DK4500.ITRF positions are available for this station.
 DK4500.The coordinates were established by GPS observations
 DK4500.and adjusted by the National Geodetic Survey in July 2008.
 DK4500.The coordinates are valid at the epoch date displayed above.
 DK4500.The epoch date for horizontal control is a decimal equivalence
 DK4500.of Year/Month/Day.
 DK4500
 DK4500
 DK4500.The PID for the CORS ARP is DK4499.
 DK4500
 DK4500.The XYZ, and position/ellipsoidal ht. are equivalent.
 DK4500
 DK4500.The ellipsoidal height was determined by GPS observations
 DK4500.and is referenced to NAD 83.
 DK4500
 DK4500.The geoid height was determined by GEOID03.
 DK4500
 DK4500;                    North         East     Units Scale Factor Converg.
 DK4500;SPC OR N     -   287,773.340 2,233,336.323   MT  1.00005858   -2 27 03.6
 DK4500;SPC OR N     -   944,138.25  7,327,218.91   iFT  1.00005858   -2 27 03.6
 DK4500
 DK4500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK4500!SPC OR N     -   1.00000210  x   1.00005858  =   1.00006068
 DK4500
 DK4500                          SUPERSEDED SURVEY CONTROL
 DK4500
 DK4500.No superseded survey control is available for this station.
 DK4500
 DK4500_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2624217256(NAD 83)
 DK4500_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DK4500
 DK4500                          STATION DESCRIPTION
 DK4500
 DK4500'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DK4500'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DK4500'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DK4500'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DK4500'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DK4500'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 DK3581 ***********************************************************************
 DK3581  CORS        -  This is a GPS Continuously Operating Reference Station.
 DK3581  DESIGNATION -  FORT STEVENS 6 CORS ARP
 DK3581  CORS_ID     -  FTS6
 DK3581  PID         -  DK3581
 DK3581  STATE/COUNTY-  OR/CLATSOP
 DK3581  USGS QUAD   -  WARRENTON (1996)
 DK3581
 DK3581                         *CURRENT SURVEY CONTROL
 DK3581  ___________________________________________________________________
 DK3581* NAD 83(CORS)-  46 12 18.56956(N)    123 57 21.58611(W)     ADJUSTED  
 DK3581* NAVD 88     -              **(meters)            **(feet)            
 DK3581  ___________________________________________________________________
 DK3581  EPOCH DATE  -        2002.00
 DK3581  X           -  -2,469,867.048 (meters)                     COMP
 DK3581  Y           -  -3,667,801.622 (meters)                     COMP
 DK3581  Z           -   4,581,049.586 (meters)                     COMP
 DK3581  ELLIP HEIGHT-         -13.235 (meters)          (04/??/08) ADJUSTED
 DK3581  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 DK3581  HORZ ORDER  -  SPECIAL (CORS)
 DK3581  ELLP ORDER  -  SPECIAL (CORS)
 DK3581
 DK3581.ITRF positions are available for this station.
 DK3581.The coordinates were established by GPS observations
 DK3581.and adjusted by the National Geodetic Survey in April 2008.
 DK3581.The coordinates are valid at the epoch date displayed above.
 DK3581.The epoch date for horizontal control is a decimal equivalence
 DK3581.of Year/Month/Day.
 DK3581
 DK3581
 DK3581.The PID for the CORS L1 Phase Center is DK3582.
 DK3581
 DK3581.The XYZ, and position/ellipsoidal ht. are equivalent.
 DK3581
 DK3581.The ellipsoidal height was determined by GPS observations
 DK3581.and is referenced to NAD 83.
 DK3581
 DK3581.The geoid height was determined by GEOID03.
 DK3581
 DK3581;                    North         East     Units Scale Factor Converg.
 DK3581;SPC OR N     -   287,803.632 2,233,343.995   MT  1.00005867   -2 27 03.4
 DK3581;SPC OR N     -   944,237.64  7,327,244.08   iFT  1.00005867   -2 27 03.4
 DK3581
 DK3581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK3581!SPC OR N     -   1.00000207  x   1.00005867  =   1.00006074
 DK3581
 DK3581                          SUPERSEDED SURVEY CONTROL
 DK3581
 DK3581.No superseded survey control is available for this station.
 DK3581
 DK3581_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2624917287(NAD 83)
 DK3581_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DK3581
 DK3581                          STATION DESCRIPTION
 DK3581
 DK3581'DESCRIBED BY NATIONAL GEODETIC SURVEY 2008
 DK3581'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DK3581'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DK3581'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DK3581'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DK3581'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 DK3582 ***********************************************************************
 DK3582  CORS        -  This is a GPS Continuously Operating Reference Station.
 DK3582  DESIGNATION -  FORT STEVENS 6 CORS L1 PHASE CENTER
 DK3582  CORS_ID     -  FTS6
 DK3582  PID         -  DK3582
 DK3582  STATE/COUNTY-  OR/CLATSOP
 DK3582  USGS QUAD   -  WARRENTON (1996)
 DK3582
 DK3582                         *CURRENT SURVEY CONTROL
 DK3582  ___________________________________________________________________
 DK3582* NAD 83(CORS)-  46 12 18.56945(N)    123 57 21.58620(W)     ADJUSTED  
 DK3582* NAVD 88     -              **(meters)            **(feet)            
 DK3582  ___________________________________________________________________
 DK3582  EPOCH DATE  -        2002.00
 DK3582  X           -  -2,469,867.082 (meters)                     COMP
 DK3582  Y           -  -3,667,801.670 (meters)                     COMP
 DK3582  Z           -   4,581,049.642 (meters)                     COMP
 DK3582  ELLIP HEIGHT-         -13.154 (meters)          (04/??/08) ADJUSTED
 DK3582  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 DK3582  HORZ ORDER  -  SPECIAL (CORS)
 DK3582  ELLP ORDER  -  SPECIAL (CORS)
 DK3582
 DK3582.ITRF positions are available for this station.
 DK3582.The coordinates were established by GPS observations
 DK3582.and adjusted by the National Geodetic Survey in April 2008.
 DK3582.The coordinates are valid at the epoch date displayed above.
 DK3582.The epoch date for horizontal control is a decimal equivalence
 DK3582.of Year/Month/Day.
 DK3582
 DK3582
 DK3582.The PID for the CORS ARP is DK3581.
 DK3582
 DK3582.The XYZ, and position/ellipsoidal ht. are equivalent.
 DK3582
 DK3582.The ellipsoidal height was determined by GPS observations
 DK3582.and is referenced to NAD 83.
 DK3582
 DK3582.The geoid height was determined by GEOID03.
 DK3582
 DK3582;                    North         East     Units Scale Factor Converg.
 DK3582;SPC OR N     -   287,803.629 2,233,343.993   MT  1.00005867   -2 27 03.4
 DK3582;SPC OR N     -   944,237.63  7,327,244.07   iFT  1.00005867   -2 27 03.4
 DK3582
 DK3582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK3582!SPC OR N     -   1.00000206  x   1.00005867  =   1.00006073
 DK3582
 DK3582                          SUPERSEDED SURVEY CONTROL
 DK3582
 DK3582.No superseded survey control is available for this station.
 DK3582
 DK3582_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2624917287(NAD 83)
 DK3582_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DK3582
 DK3582                          STATION DESCRIPTION
 DK3582
 DK3582'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DK3582'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DK3582'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DK3582'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DK3582'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DK3582'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC2140 ***********************************************************************
 SC2140  DESIGNATION -  FORT STEVENS EAST JETTY LIGHT
 SC2140  PID         -  SC2140
 SC2140  STATE/COUNTY-  OR/CLATSOP
 SC2140  USGS QUAD   -  WARRENTON (1996)
 SC2140
 SC2140                         *CURRENT SURVEY CONTROL
 SC2140  ___________________________________________________________________
 SC2140* NAD 83(1991)-  46 12 17.73644(N)    123 56 54.85354(W)     ADJUSTED  
 SC2140* NAVD 88     -              **(meters)            **(feet)            
 SC2140  ___________________________________________________________________
 SC2140  LAPLACE CORR-          16.11  (seconds)                    DEFLEC99
 SC2140  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 SC2140  HORZ ORDER  -  THIRD
 SC2140
 SC2140.The horizontal coordinates were established by classical geodetic methods
 SC2140.and adjusted by the National Geodetic Survey in October 1991.
 SC2140
 SC2140
 SC2140.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2140
 SC2140.The geoid height was determined by GEOID03.
 SC2140
 SC2140;                    North         East     Units Scale Factor Converg.
 SC2140;SPC OR N     -   287,753.448 2,233,915.498   MT  1.00005859   -2 26 44.4
 SC2140;SPC OR N     -   944,072.99  7,329,119.09   iFT  1.00005859   -2 26 44.4
 SC2140;SPC WA S     -   102,694.083   233,951.956   MT  0.99993649   -2 30 18.1
 SC2140;SPC WA S     -   336,922.17    767,557.38   sFT  0.99993649   -2 30 18.1
 SC2140;UTM  10      - 5,117,253.941   426,821.762   MT  0.99966583   -0 41 05.0
 SC2140
 SC2140                          SUPERSEDED SURVEY CONTROL
 SC2140
 SC2140  NAD 83(1986)-  46 12 17.74623(N)    123 56 54.83134(W) AD(       ) 4
 SC2140  NAD 27      -  46 12 18.37591(N)    123 56 50.30285(W) AD(       ) 3
 SC2140
 SC2140.Superseded values are not recommended for survey control.
 SC2140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2140.See file dsdata.txt to determine how the superseded data were derived.
 SC2140
 SC2140_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2682217254(NAD 83)
 SC2140
 SC2140  HISTORY     - Date     Condition        Report By
 SC2140  HISTORY     - 1951     MONUMENTED       CGS
 SC2140  HISTORY     - 1957     SEE DESCRIPTION  CGS
 SC2140  HISTORY     - 1984     GOOD             USPSQD
 SC2140
 SC2140                          STATION DESCRIPTION
 SC2140
 SC2140'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (HGC)
 SC2140'THIS INTERSECTION STATION IS THE CENTER OF THE LIGHT MOUNTED AT
 SC2140'TOP OF CONICAL WHITE HOUSE ON WHITE PLATFORM, ERECTED AT TOP OF
 SC2140'DOLPHIN IN APPROXIMATELY 22 FEET OF WATER AT NW END OF WOODEN
 SC2140'BUILT JETTY.  IT IS AT THE ENTRANCE TO FORT STEVENS MOORAGE BASIN
 SC2140'AND FORT STEVENS WHARF.
 SC2140'
 SC2140'THE 1951 EDITION OF THE PACIFIC COAST LIGHT LIST LISTS THIS
 SC2140'STATION AS FORT STEVENS EAST JETTY F1. W., 4 SEC., UNWATCHED
 SC2140'LIGHT, ESTABLISHED IN 1944.
 SC2140
 SC2140                          STATION RECOVERY (1957)
 SC2140
 SC2140'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (VRS)
 SC2140'THIS INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION AS
 SC2140'DESCRIBED BY H.G.C. IN 1951.
 SC2140
 SC2140                          STATION RECOVERY (1984)
 SC2140
 SC2140'RECOVERY NOTE BY US POWER SQUADRON 1984 (RCC)
 SC2140'INTERSECTION STATION RECOVERED IN GOOD CONDITION.
 SC2140'
 SC2140'NEW DESCRIPTION.
 SC2140'
 SC2140'THIS INTERSECTION STATION IS THE CENTER OF THE WHITE LIGHT MOUNTED
 SC2140'ON THE NORTHWEST END OF THE EAST ROCK BREAKWATER AT THE ENTRANCE
 SC2140'OF THE HAMMOND MOORING BASIN.
 SC2140'
 SC2140'LISTED IN 1983 EDITION OF PACIFIC COAST LIGHT LISTS AS 2034.10
 SC2140'EAST BREAKWATER LIGHT FL W 45.  46 DEG 12.3 MIN 123 DEG 56.8 MIN
 SC2140'BUILT IN 1977.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC0584 ***********************************************************************
 SC0584  TIDAL BM    -  This is a Tidal Bench Mark.
 SC0584  DESIGNATION -  FORT STEVENS LONGITUDE STATION RESET
 SC0584  PID         -  SC0584
 SC0584  STATE/COUNTY-  OR/CLATSOP
 SC0584  USGS QUAD   -  WARRENTON (1996)
 SC0584
 SC0584                         *CURRENT SURVEY CONTROL
 SC0584  ___________________________________________________________________
 SC0584* NAD 83(1991)-  46 12 25.83399(N)    123 57 42.92653(W)     ADJUSTED  
 SC0584* NAVD 88     -         5.714  (meters)      18.75   (feet)  ADJUSTED  
 SC0584  ___________________________________________________________________
 SC0584  LAPLACE CORR-          15.51  (seconds)                    DEFLEC99
 SC0584  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 SC0584  DYNAMIC HT  -           5.714 (meters)      18.75  (feet)  COMP
 SC0584  MODELED GRAV-     980,713.1   (mgal)                       NAVD 88
 SC0584
 SC0584  HORZ ORDER  -  SECOND
 SC0584  VERT ORDER  -  FIRST     CLASS II
 SC0584
 SC0584.The horizontal coordinates were established by classical geodetic methods
 SC0584.and adjusted by the National Geodetic Survey in October 1991.
 SC0584
 SC0584.The orthometric height was determined by differential leveling
 SC0584.and adjusted in June 1991.
 SC0584
 SC0584.This Tidal Bench Mark is designated as VM 11262
 SC0584.by the Center for Operational Oceanographic Products and Services.
 SC0584
 SC0584.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC0584
 SC0584.The geoid height was determined by GEOID03.
 SC0584
 SC0584.The dynamic height is computed by dividing the NAVD 88
 SC0584.geopotential number by the normal gravity value computed on the
 SC0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0584.degrees latitude (g = 980.6199 gals.).
 SC0584
 SC0584.The modeled gravity was interpolated from observed gravity values.
 SC0584
 SC0584;                    North         East     Units Scale Factor Converg.
 SC0584;SPC OR N     -   288,047.322 2,232,896.502   MT  1.00005931   -2 27 18.5
 SC0584;SPC OR N     -   945,037.15  7,325,775.93   iFT  1.00005931   -2 27 18.5
 SC0584;SPC WA S     -   102,988.978   232,933.391   MT  0.99993623   -2 30 53.0
 SC0584;SPC WA S     -   337,889.67    764,215.63   sFT  0.99993623   -2 30 53.0
 SC0584;UTM  10      - 5,117,516.262   425,794.620   MT  0.99966769   -0 41 39.8
 SC0584
 SC0584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC0584!SPC OR N     -   1.00000285  x   1.00005931  =   1.00006216
 SC0584!SPC WA S     -   1.00000285  x   0.99993623  =   0.99993908
 SC0584!UTM  10      -   1.00000285  x   0.99966769  =   0.99967054
 SC0584
 SC0584:                Primary Azimuth Mark                     Grid Az
 SC0584:SPC OR N     -  DESDEMONA SANDS LH NEW                   017 09 48.7
 SC0584:SPC WA S     -  DESDEMONA SANDS LH NEW                   017 13 23.2
 SC0584:UTM  10      -  DESDEMONA SANDS LH NEW                   015 24 10.0
 SC0584
 SC0584|---------------------------------------------------------------------|
 SC0584| PID    Reference Object                     Distance      Geod. Az  |
 SC0584|                                                           dddmmss.s |
 SC0584| SC2226 DESDEMONA SANDS LH NEW              APPROX. 2.1 KM 0144230.2 |
 SC0584| SC2000 ASTOR COLUMN                        APPROX.11.5 KM 1042454.4 |
 SC0584| SC2022 ASTORIA PP AND L STACK              APPROX. 9.9 KM 1132450.5 |
 SC0584| CE3576 FT STEVENS LONG STA RM 1             37.270 METERS 17602     |
 SC0584| SC0583 GUN U S E 1905                       27.948 METERS 22518     |
 SC0584| CE3577 FT STEVENS LONG STA RM 2             42.200 METERS 24257     |
 SC0584|---------------------------------------------------------------------|
 SC0584
 SC0584                          SUPERSEDED SURVEY CONTROL
 SC0584
 SC0584  NAD 83(1986)-  46 12 25.84353(N)    123 57 42.90334(W) AD(       ) 2
 SC0584  NAD 27      -  46 12 26.47596(N)    123 57 38.37321(W) AD(       ) 2
 SC0584  NGVD 29 (??/??/92)    4.614  (m)           15.14   (f) ADJ UNCH    1 2
 SC0584
 SC0584.Superseded values are not recommended for survey control.
 SC0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0584.See file dsdata.txt to determine how the superseded data were derived.
 SC0584
 SC0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2579517516(NAD 83)
 SC0584_MARKER: DS = TRIANGULATION STATION DISK
 SC0584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0584_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SC0584_STAMPING: ASTRONOMICAL STATION 1911
 SC0584_MARK LOGO: CGS   
 SC0584_MAGNETIC: N = NO MAGNETIC MATERIAL
 SC0584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0584+STABILITY: SURFACE MOTION
 SC0584_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SC0584+SATELLITE: SATELLITE OBSERVATIONS - July 11, 1996
 SC0584
 SC0584  HISTORY     - Date     Condition        Report By
 SC0584  HISTORY     - 1941     MONUMENTED       CGS
 SC0584  HISTORY     - 1941     GOOD             CGS
 SC0584  HISTORY     - 1942     GOOD             CGS
 SC0584  HISTORY     - 1951     GOOD             CGS
 SC0584  HISTORY     - 1957     GOOD             CGS
 SC0584  HISTORY     - 1966     GOOD             NGS
 SC0584  HISTORY     - 1984     GOOD             USPSQD
 SC0584  HISTORY     - 19841120 GOOD             NGS
 SC0584  HISTORY     - 19960711 SEE DESCRIPTION  NGS
 SC0584
 SC0584                          STATION DESCRIPTION
 SC0584
 SC0584'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (LAM)
 SC0584'THE LOCALITY OF THIS STATION HAS BEEN LEVELED OFF FOR PARADE GROUND
 SC0584'AND BATTERY FREEMAN DISMANTLED.  THE FOLLOWING IS A NEW DESCRIPTION:
 SC0584'
 SC0584'STATION IS IN THE NORTH PART OF FORT STEVENS MILITARY RESERVATION
 SC0584'NEAR NORTH END OF PARADE GROUND AND ATHLETIC FIELD, AND ABOUT 200 FEET
 SC0584'SOUTH OF RAILROAD TRACKS.  STATION IS MARKED BY A DISK STAMPED
 SC0584'ASTRONOMICAL STATION 1911 SET IN TOP OF HEAVY CONCRETE PIER EXTENDING
 SC0584'ABOUT 2 FEET ABOVE GROUND.  STATION GUN (USE), DISK IN CONCRETE POST
 SC0584'SURMOUNTED BY OBSERVING TOWER, IS DISTANT 27.950 METERS (91.70 FEET)
 SC0584'SOUTHWEST S 45 DEG 18 MIN W.
 SC0584'
 SC0584'ALL REFERENCE MARKS HAVE BEEN DESTROYED.  STATION POST REBUILT IN 1941
 SC0584'BY U.S. ENGINEERS AND IS NOW PLAIN SQUARE PIER.
 SC0584
 SC0584                          STATION RECOVERY (1942)
 SC0584
 SC0584'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (JCP)
 SC0584'STATION WAS RECOVERED IN GOOD CONDITION.   ALL REFERENCE MARKS
 SC0584'MENIONED IN THE 1911 DESCRIPTION HAVE BEEN LOST.  THE OLD BATTERY
 SC0584'HAS BEEN DISMANTLED AND REMOVED.  NEW BARRACKS HAVE BEEN BUILT IN
 SC0584'THE OLD RECREATION GROUND AND THE AREA IMMEDIATELY SURROUNDING THE
 SC0584'STATION IS THE NEW RECREATION GROUND.  THE DESCRIPTION SHOULD BE
 SC0584'CHANGED TO READ AS FOLLOWS:  FROM THE INTERSECTION OF 13TH STREET AND
 SC0584'D AVENUE IN FORT STEVENS, GO 100 YARDS N ACROSS THE PARADE GROUNDS TO
 SC0584'THE STATION.
 SC0584'
 SC0584'STATION MARK IS A BRONZE STATION DISK SET IN THE TOP OF A SQUARE
 SC0584'CONCRETE POST PROJECTING 2 FEET.  THE DISK IS STAMPED ASTRONOMICAL
 SC0584'STATION 1911.
 SC0584'
 SC0584'THIS STATION WAS NOT OCCUPIED BUT WAS LOCATED BY DISTANCE AND
 SC0584'DIRECTION FROM GUN (USE).
 SC0584
 SC0584                          STATION RECOVERY (1951)
 SC0584
 SC0584'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HGC)
 SC0584'STATION WAS RECOVERED IN GOOD CONDITION.   ALL REFERENCE MARKS
 SC0584'AS STATED IN ORIGINAL DESCRIPTION ARE NOW GONE.  THE FOLLOWING
 SC0584'DESCRIPTION AS SUBMITTED BY L.A. MCA. IN 1941 IS ADEQUATE AND IS AS
 SC0584'FOLLOWS:
 SC0584'
 SC0584'THE LOCALITY OF THIS STATION HAS BEEN LEVELED OFF FOR PARADE GROUND
 SC0584'AND BATTERY FREEMAN DISMANTLED.  THE FOLLOWING IS A NEW DESCRIPTION:
 SC0584'
 SC0584'STATION IS IN THEN PART OF FORT STEVENS MILITARY RESERVATION, NEAR N
 SC0584'END OF PARADE GROUND AND ATHLETIC FIELD, AND ABOUT 200 FEET S OF
 SC0584'RAILROAD TRACKS.  IT IS MARKED BY A DISK,STAMPED ASTRONOMICAL
 SC0584'STATION 1911, SET IN TOP OF HEAVY CONCRETE PIER EXTENDING ABOUT 2 FT
 SC0584'ABOVE GROUND.
 SC0584'
 SC0584'STATION GUN (USE), A DISK SET IN CONCRETE POST SURMOUNTED BY
 SC0584'OBSERVATION TOWER, IS DISTANT 27.95 METERS (91.70 FEET) S 45 DEG 18
 SC0584'MIN W.
 SC0584'
 SC0584'ALL REFERENCE MARKS HAVE BEEN DESTROYED.  STATION POST REBUILT IN
 SC0584'1941 BY U.S. ENGINEERS AND IS NOW PLAIN SQUARE PIER.
 SC0584'
 SC0584'STATION CAN BE REACHED BY TRUCK BY GOING FROM WARRENTON TO FORT
 SC0584'STEVENS TO U.S.E. HEADQUARTERS BUILDING, THEN ABOUT 1/4 MILE NE TO
 SC0584'STATION.  IT CAN ALSO BE REACHED BY BOAT.
 SC0584
 SC0584                          STATION RECOVERY (1957)
 SC0584
 SC0584'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (VRS)
 SC0584'THE STATION A STANDARD TRIANGULATION DISC STAMPED ASTRONOMICAL
 SC0584'STATION 1911 WAS RECOVERED IN GOOD CONDITION.
 SC0584'
 SC0584'RM'S 1 & 2 WERE NOT RECOVERED AND SHOULD BE CONSIDERED LOST.
 SC0584'
 SC0584'NEW DIRECTIONS FOR REACHING THE STATION FROM THE U.S. ENGINEER'S
 SC0584'HEADQUARTERS AT FT. STEVENS FOLLOWS:  FROM THE U.S.E. HEADQUARTERS
 SC0584'GO N, ABOUT 100 FT ALONG A PAVED ROAD WHICH IS ON THE E SIDE OF THE
 SC0584'U.S.E. OFFICE BUILDING.  TURN RIGHT (E) AT THE INTERSECTION AND GO
 SC0584'0.1 MILE ON A PAVED ROAD.  THE STATION IS TO THE LEFT (N) ABOUT 440
 SC0584'FT IN A BRUSH COVERED FIELD.  THE STATION IS ALSO ABOUT 90 FT NE OF
 SC0584'STATION GUN (USE) 1905.  THE STATION MARK IS CEMENTED IN THE TOP OF A
 SC0584'CONCRETE POST PROJECTING ABOUT 2 FT ABOVE THE GROUND.
 SC0584
 SC0584                          STATION RECOVERY (1966)
 SC0584
 SC0584'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 SC0584'IN FORT STEVENS.
 SC0584'IN THE NORTH PART OF FORT STEVENS, 0.15 MILE EAST-NORTHEAST OF THE
 SC0584'U.S. ARMY ENGINEERS FIELD OFFICE, 300 FEET SOUTH OF THE RIVER BANK, 92
 SC0584'FEET NORTHEAST OF TRIANGULATION STATION GUN (U.S.E.) AND 1 1/2 FEET
 SC0584'SOUTH OF A METAL WITNESS POST SET IN A 12-INCH SQUARE CONCRETE
 SC0584'MONUMENT THAT PROJECTS 20 INCHES.
 SC0584
 SC0584                          STATION RECOVERY (1984)
 SC0584
 SC0584'RECOVERY NOTE BY US POWER SQUADRON 1984 (RCC)
 SC0584'RECOVERED IN GOOD CONDITION.  DESCRIPTION BY VRS IN 1957 ADEQUATE.
 SC0584'HOWEVER FIELD IS CLEARED AN PART OF OREGON STATE PARK, FORT STEVENS
 SC0584'HISTORICAL AREA.  ENGINEERS BUILDING IS NOW MUSEUM.
 SC0584
 SC0584                          STATION RECOVERY (1984)
 SC0584
 SC0584'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 SC0584'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE REFERENCE MARKS HAVE
 SC0584'BEEN PREVIOUSLY REPORTED LOST.  A NEW REFERENCE MARK FOR STATION GUN
 SC0584'USE WAS TURNED IN AT THIS TIME.  THE AZIMUTH MARK FOR STATION GUN WILL
 SC0584'ALSO SERVE THIS STATION.  THE DISTANCE BETWEEN STATION GUN AND THIS
 SC0584'STATION COMPARES FAVORABLY WITH THE 1942 DESCRIPTION.  THE STATION IS
 SC0584'LOCATED ABOUT 1.3 KM (0.80 MI) SOUTHWEST OF HAMMOND ON FORT STEVENS
 SC0584'STATE PARK AT THE OLD PARADE GROUNDS.  TO REACH THE STATION FROM THE
 SC0584'POST OFFICE IN HAMMOND GO SOUTHERLY 0.6 KM (0.35 MI) TO A CROSS ROADS.
 SC0584'CONTINUE STRAIGHT AHEAD 0.32 KM (0.20 MI) TO A ROAD FORK.  TURN RIGHT
 SC0584'TOWARD VISITOR CENTER AND GO 0.8 KM, (0.50 MI) THE MARK IS ABOUT 120
 SC0584'METERS (393.7 FT) ON THE RIGHT.  GRASS MAY BE DRIVEN ON WITH
 SC0584'PERMISSION FROM PARK DEPT.  THE STATION IS A STANDARD CGS DISK
 SC0584'STAMPED---ASTRONOMIC STATION 1911---, SET INTO THE TOP OF A SQUARE
 SC0584'CONCRETE MONUMENT, 30 CM IN DIAMETER, PROJECTING 50 CM ABOVE THE
 SC0584'GROUND.  THE STATION IS LOCATED 12 METERS (39.4 FT) SOUTH FROM THE
 SC0584'BRUSH LINE, 0.35 METERS (1.15 FT) SOUTHEAST FROM A WITNESS POST.
 SC0584
 SC0584                          STATION RECOVERY (1996)
 SC0584
 SC0584'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (JGF)
 SC0584'THERE HAVE BEEN SOME CHANGES IN THE AREA.  STATION GUN RESET IS
 SC0584'LOCATED NEXT TO A FLAGPOLE AT THE CENTER OF AN EARTHEN FORT THAT IS
 SC0584'BEING BUILT AT THIS TIME.  THE FORT IS ABOUT 20 FEET (6.1 M) HIGH AT
 SC0584'THIS TIME.  THE LONGITUDE STATION HAS BEEN PRESERVED BUT IS IN THE
 SC0584'BOTTOM OF A 24 INCH CULVERT THAT WAS PLACED OVER IT, AS IT IS LOCATED
 SC0584'IN THE 20 FOOT (6.1 M) HIGH EARTHEN PERIMITER OF THE FORT.  FURTHER
 SC0584'COMPLICATING THE DEAL IS A SECOND CASING AT THE 10 FOOT (3.0 M) LEVEL
 SC0584'OVER THIS MARK.  I FIGURE IF YOU WERE LOWERED HEAD FIRST INTO THE HOLE
 SC0584'WITH A ROPE YOU COULD OPEN THE LID, THEN USING A SEARCH LIGHT,
 SC0584'ILLUMINATE THE DISK FOR PLUMBING.  STATION GUN RESET SHOULD NOT BE
 SC0584'DISTURBED BY THIS CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC2209 ***********************************************************************
 SC2209  DESIGNATION -  FORT STEVENS NORTH RADIO POLE
 SC2209  PID         -  SC2209
 SC2209  STATE/COUNTY-  OR/CLATSOP
 SC2209  USGS QUAD   -  WARRENTON (1996)
 SC2209
 SC2209                         *CURRENT SURVEY CONTROL
 SC2209  ___________________________________________________________________
 SC2209* NAD 83(1991)-  46 11 36.11800(N)    123 58 32.82106(W)     ADJUSTED  
 SC2209* NAVD 88     -              **(meters)            **(feet)            
 SC2209  ___________________________________________________________________
 SC2209  LAPLACE CORR-          15.12  (seconds)                    DEFLEC99
 SC2209  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 SC2209  HORZ ORDER  -  THIRD
 SC2209
 SC2209.The horizontal coordinates were established by classical geodetic methods
 SC2209.and adjusted by the National Geodetic Survey in October 1991.
 SC2209
 SC2209
 SC2209.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2209
 SC2209.The geoid height was determined by GEOID03.
 SC2209
 SC2209;                    North         East     Units Scale Factor Converg.
 SC2209;SPC OR N     -   286,559.514 2,231,761.805   MT  1.00005494   -2 27 53.9
 SC2209;SPC OR N     -   940,155.89  7,322,053.17   iFT  1.00005494   -2 27 53.9
 SC2209;SPC WA S     -   101,502.532   231,797.280   MT  0.99993784   -2 31 29.3
 SC2209;SPC WA S     -   333,012.89    760,488.24   sFT  0.99993784   -2 31 29.3
 SC2209;UTM  10      - 5,115,994.883   424,706.595   MT  0.99966969   -0 42 15.3
 SC2209
 SC2209                          SUPERSEDED SURVEY CONTROL
 SC2209
 SC2209  NAD 83(1986)-  46 11 36.12839(N)    123 58 32.79655(W) AD(       ) 4
 SC2209  NAD 27      -  46 11 36.76182(N)    123 58 28.26766(W) AD(       ) 3
 SC2209
 SC2209.Superseded values are not recommended for survey control.
 SC2209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2209.See file dsdata.txt to determine how the superseded data were derived.
 SC2209
 SC2209_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2470715995(NAD 83)
 SC2209
 SC2209  HISTORY     - Date     Condition        Report By
 SC2209  HISTORY     - 1935     MONUMENTED       CGS
 SC2209  HISTORY     - 1957     SEE DESCRIPTION  CGS
 SC2209  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 SC2209
 SC2209                          STATION DESCRIPTION
 SC2209
 SC2209'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (RWK)
 SC2209'STATIONS ARE THE NW AND SE, RESPECTIVELY, OF TWO HEAVY, WOODEN,
 SC2209'WIRE-CABLE GUYED MASTS AT THE NAVAL RADIO COMPASS STATION BASE
 SC2209'NEAR BATTERY RUSSEL, AT FORT STEVENS, AND 0.2 MILE S OF THE RADIO
 SC2209'COMPASS TOWER.
 SC2209
 SC2209                          STATION RECOVERY (1957)
 SC2209
 SC2209'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (VRS)
 SC2209'THE RADIO POLES HAVE BEEN SAWED OFF FLUSH WITH THEIR BASES AS
 SC2209'REPORTED BY F.A.R. IN 1952.  THE BASE OF THE SOUTH POLE IS 20
 SC2209'YD. NORTH OF BATTERY RUSSELL AND 17 YD. WEST OF THE CENTERLINE OF
 SC2209'A SIDEWALK LEADING NORTH FROM BATTERY RUSSELL.  THE CONCRETE BASE
 SC2209'OF THE NORTH POLE IS ABOUT 50 YD. N. W. OF THE BASE OF THE SOUTH
 SC2209'POLE.  TO REACH BATTERY RUSSELL FROM THE POST OFFICE IN HAMMOND,
 SC2209'GO W. 0.4 MI. TO OLD ENTRANCE OF FORT STEVENS, CONTINUE N.W.LY
 SC2209'FOR 0.3 MI. TO AN INTERSECTION AT N. END OF OLD PARADE GROUND,
 SC2209'TURN LEFT AND GO S. 0.6 MI. TO A FORK, TAKE THE RIGHT FORK WLY FOR
 SC2209'0.5 MI. TO A T-ROAD S., CONTINUE WLY FOR 0.1 MI. TO A FORK,
 SC2209'TAKE LEFT FORK SLY FOR 0.1 MI. TO THE ENTRANCE OF BATTERY
 SC2209'RUSSELL ON THE RIGHT.
 SC2209
 SC2209                          STATION RECOVERY (1984)
 SC2209
 SC2209'RECOVERY NOTE BY US POWER SQUADRON 1984 (RCC)
 SC2209'AS REPORTED BY VRS IN 1957, THE POLES HAD BEEN CUT OFF FLUSH WITH
 SC2209'THEIR BASES.  DESCRIPTION ADEQUATE.
 SC2209'
 SC2209'(NEW) TO REACH FROM HAMMOND POST OFFICE, PROCEED WESTERLY 0.25
 SC2209'MILES TO LAKE AVE, TURN LEFT AND PROCEED 0.75 MILES TO ENTRANCE TO
 SC2209'FT STEVENS STATE PARK.  PROCEED WESTERLY ON SOUTH JETTY ROAD 1.0
 SC2209'MILES TO T INTERSECTION ON LEFT, PROCEED SOUTHERLY 0.1 MILE TO
 SC2209'BATTERY RUSSELL PARKING AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC2147 ***********************************************************************
 SC2147  DESIGNATION -  FORT STEVENS QUARTERMASTER TK
 SC2147  PID         -  SC2147
 SC2147  STATE/COUNTY-  OR/CLATSOP
 SC2147  USGS QUAD   -  WARRENTON (1996)
 SC2147
 SC2147                         *CURRENT SURVEY CONTROL
 SC2147  ___________________________________________________________________
 SC2147* NAD 83(1991)-  46 11 51.08312(N)    123 57 41.21877(W)     ADJUSTED  
 SC2147* NAVD 88     -              **(meters)            **(feet)            
 SC2147  ___________________________________________________________________
 SC2147  LAPLACE CORR-          15.55  (seconds)                    DEFLEC99
 SC2147  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 SC2147  HORZ ORDER  -  THIRD
 SC2147
 SC2147.The horizontal coordinates were established by classical geodetic methods
 SC2147.and adjusted by the National Geodetic Survey in October 1991.
 SC2147
 SC2147
 SC2147.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2147
 SC2147.The geoid height was determined by GEOID03.
 SC2147
 SC2147;                    North         East     Units Scale Factor Converg.
 SC2147;SPC OR N     -   286,973.692 2,232,887.120   MT  1.00005625   -2 27 17.3
 SC2147;SPC OR N     -   941,514.74  7,325,745.14   iFT  1.00005625   -2 27 17.3
 SC2147;SPC WA S     -   101,915.489   232,922.894   MT  0.99993735   -2 30 51.8
 SC2147;SPC WA S     -   334,367.73    764,181.19   sFT  0.99993735   -2 30 51.8
 SC2147;UTM  10      - 5,116,443.270   425,818.223   MT  0.99966765   -0 41 38.2
 SC2147
 SC2147                          SUPERSEDED SURVEY CONTROL
 SC2147
 SC2147  NAD 83(1986)-  46 11 51.09323(N)    123 57 41.19535(W) AD(       ) 4
 SC2147  NAD 27      -  46 11 51.72547(N)    123 57 36.66700(W) AD(       ) 3
 SC2147
 SC2147.Superseded values are not recommended for survey control.
 SC2147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2147.See file dsdata.txt to determine how the superseded data were derived.
 SC2147
 SC2147_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2581816443(NAD 83)
 SC2147
 SC2147  HISTORY     - Date     Condition        Report By
 SC2147  HISTORY     - 1951     MONUMENTED       CGS
 SC2147  HISTORY     - 1957     SEE DESCRIPTION  CGS
 SC2147
 SC2147                          STATION DESCRIPTION
 SC2147
 SC2147'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (HGC)
 SC2147'THIS INTERSECTION STATION IS THE CENTER OF THE TOP OF STEEL ELEVATED
 SC2147'WATER TANK ON STEEL SUPPORTS AT FORT STEVENS.  IT IS ABOUT 100 FEET
 SC2147'IN ELEVATION, PAINTED BROWN, AND IS CONSPICUOUS IN THIS AREA.
 SC2147
 SC2147                          STATION RECOVERY (1957)
 SC2147
 SC2147'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (VRS)
 SC2147'THIS INTERSECTION STATION WAS RECOVERED AS DESCRIBED BY H.G.C. IN
 SC2147'1951, WITH THE FOLLOWING EXCEPTION--
 SC2147'
 SC2147'THE TANK IS NO LONGER BROWN, BUT AN OLIVE COLOR.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC2164 ***********************************************************************
 SC2164  DESIGNATION -  FORT STEVENS RANGE TOWER B
 SC2164  PID         -  SC2164
 SC2164  STATE/COUNTY-  OR/CLATSOP
 SC2164  USGS QUAD   -  WARRENTON (1996)
 SC2164
 SC2164                         *CURRENT SURVEY CONTROL
 SC2164  ___________________________________________________________________
 SC2164* NAD 83(1991)-  46 12 09.22073(N)    123 58 02.48670(W)     ADJUSTED  
 SC2164* NAVD 88     -              **(meters)            **(feet)            
 SC2164  ___________________________________________________________________
 SC2164  LAPLACE CORR-          15.32  (seconds)                    DEFLEC99
 SC2164  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 SC2164  HORZ ORDER  -  THIRD
 SC2164
 SC2164.The horizontal coordinates were established by classical geodetic methods
 SC2164.and adjusted by the National Geodetic Survey in October 1991.
 SC2164
 SC2164
 SC2164.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2164
 SC2164.The geoid height was determined by GEOID03.
 SC2164
 SC2164;                    North         East     Units Scale Factor Converg.
 SC2164;SPC OR N     -   287,552.783 2,232,455.540   MT  1.00005784   -2 27 32.4
 SC2164;SPC OR N     -   943,414.64  7,324,329.20   iFT  1.00005784   -2 27 32.4
 SC2164;SPC WA S     -   102,494.959   232,491.967   MT  0.99993676   -2 31 07.2
 SC2164;SPC WA S     -   336,268.88    762,767.40   sFT  0.99993676   -2 31 07.2
 SC2164;UTM  10      - 5,117,008.606   425,369.227   MT  0.99966847   -0 41 53.7
 SC2164
 SC2164                          SUPERSEDED SURVEY CONTROL
 SC2164
 SC2164  NAD 83(1986)-  46 12 09.23079(N)    123 58 02.46361(W) AD(       ) 4
 SC2164  NAD 27      -  46 12 09.86440(N)    123 57 57.93093(W) AD(       ) 3
 SC2164
 SC2164.Superseded values are not recommended for survey control.
 SC2164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2164.See file dsdata.txt to determine how the superseded data were derived.
 SC2164
 SC2164_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2536917009(NAD 83)
 SC2164
 SC2164  HISTORY     - Date     Condition        Report By
 SC2164  HISTORY     - UNK      MONUMENTED
 SC2164  HISTORY     - 1934     SEE DESCRIPTION  CGS
 SC2164  HISTORY     - 1958     SEE DESCRIPTION  CGS
 SC2164
 SC2164                          STATION DESCRIPTION
 SC2164
 SC2164'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GRJ)
 SC2164'STATION IS AT FORT STEVENS, SW OF BATTERY CLARK.  THIS IS THE
 SC2164'NORTHERLY OF TWO TOWERS DESCRIBED UNDER FORT STEVENS RANGE TOWER
 SC2164'A.  TOWER B IS ABOUT 650 FEET SW OF THE NAMEPLATE ON BATTERY CLARK,
 SC2164'AND IS LETTERED B ON THE DOOR.  THE STATION IS THE SPINDLE ON THE
 SC2164'TOP OF THE TOWER HOUSE.
 SC2164
 SC2164                          STATION RECOVERY (1958)
 SC2164
 SC2164'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (VRS)
 SC2164'STATION WAS RECOVERED IN GOOD CONDITION.  THE DOOR MENTIONED IN
 SC2164'THE PREVIOUS DESCRIPTION IS GONE.  THE TREES AROUND THE TOWER ARE
 SC2164'HIGHER THAN THE STATION.
 SC2164'
 SC2164'LOCATED IN FORT STEVENS ON THE PROPERTY OF THE OREGON STATE GAME
 SC2164'COMMISSION ABOUT 1200 FEET WEST OF THE HAMMOND PUBLIC SCHOOL
 SC2164'GYMNASIUM, ABOUT 500 FEET SOUTHWEST OF THE RUINS OF BATTERY CLARK
 SC2164'AND 225 FEET NORTH OF FORT STEVENS RANGE TOWER A IN A DENSE GROWTH
 SC2164'OF TREES.
 SC2164'
 SC2164'THE STATION IS THE SPINDLE ON THE APEX OF A 50 FOOT ABANDONED
 SC2164'OBSERVATION TOWER WHICH IS A WOODEN STRUCTURE ON A STEEL FRAME.  A
 SC2164'STEEL CYLINDER EXTENDS VERTICALLY FROM THE GROUND TO THE TOWER
 SC2164'HOUSE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC2166 ***********************************************************************
 SC2166  DESIGNATION -  FORT STEVENS RANGE TOWER A
 SC2166  PID         -  SC2166
 SC2166  STATE/COUNTY-  OR/CLATSOP
 SC2166  USGS QUAD   -  WARRENTON (1996)
 SC2166
 SC2166                         *CURRENT SURVEY CONTROL
 SC2166  ___________________________________________________________________
 SC2166* NAD 83(1991)-  46 12 06.98922(N)    123 58 03.05320(W)     ADJUSTED  
 SC2166* NAVD 88     -              **(meters)            **(feet)            
 SC2166  ___________________________________________________________________
 SC2166  LAPLACE CORR-          15.32  (seconds)                    DEFLEC99
 SC2166  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 SC2166  HORZ ORDER  -  THIRD
 SC2166
 SC2166.The horizontal coordinates were established by classical geodetic methods
 SC2166.and adjusted by the National Geodetic Survey in October 1991.
 SC2166
 SC2166
 SC2166.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2166
 SC2166.The geoid height was determined by GEOID03.
 SC2166
 SC2166;                    North         East     Units Scale Factor Converg.
 SC2166;SPC OR N     -   287,484.462 2,232,440.448   MT  1.00005765   -2 27 32.8
 SC2166;SPC OR N     -   943,190.49  7,324,279.69   iFT  1.00005765   -2 27 32.8
 SC2166;SPC WA S     -   102,426.662   232,476.807   MT  0.99993683   -2 31 07.6
 SC2166;SPC WA S     -   336,044.81    762,717.66   sFT  0.99993683   -2 31 07.6
 SC2166;UTM  10      - 5,116,939.880   425,356.247   MT  0.99966849   -0 41 54.1
 SC2166
 SC2166                          SUPERSEDED SURVEY CONTROL
 SC2166
 SC2166  NAD 83(1986)-  46 12 06.99933(N)    123 58 03.03012(W) AD(       ) 4
 SC2166  NAD 27      -  46 12 07.63291(N)    123 57 58.49782(W) AD(       ) 3
 SC2166
 SC2166.Superseded values are not recommended for survey control.
 SC2166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2166.See file dsdata.txt to determine how the superseded data were derived.
 SC2166
 SC2166_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2535616940(NAD 83)
 SC2166
 SC2166  HISTORY     - Date     Condition        Report By
 SC2166  HISTORY     - UNK      MONUMENTED
 SC2166  HISTORY     - 1934     SEE DESCRIPTION  CGS
 SC2166  HISTORY     - 1958     SEE DESCRIPTION  CGS
 SC2166
 SC2166                          STATION DESCRIPTION
 SC2166
 SC2166'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GRJ)
 SC2166'STATION IS AT FORT STEVENS, SW OF BATTERY CLARK.  THIS IS THE
 SC2166'SOUTHERLY OF TWO RANGE TOWERS WHICH ARE ABOUT AT THE SAME LONGITUDE
 SC2166'AND ARE 68.9 METERS (226.0 FEET) APART.  THESE TOWERS, WHICH ARE
 SC2166'ABOUT 50 FEET HIGH, ARE WOODEN STRUCTURES ON STEEL SUPPORTS.  A
 SC2166'STEEL CYLINDER EXTENDS FROM THE GROUND TO THE TOWER HOUSE, AND
 SC2166'THESE CYLINDERS ARE CONCENTRIC WITH THE STRUCTURES.  THE STATION
 SC2166'MARK IS A SMALL SPINDLE AT THE APEX OF EACH TOWER.  IN 1934 IT
 SC2166'WAS REPORTED THAT TOWER A WAS NOT SPECIFICALLY MARKED.
 SC2166
 SC2166                          STATION RECOVERY (1958)
 SC2166
 SC2166'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (VRS)
 SC2166'STATION RECOVERED IN GOOD CONDITION.  LOCATED IN FORT STEVENS ON
 SC2166'THE PROPERTY OF THE OREGON STATE GAME COMMISSION ABOUT 650 FEET
 SC2166'SOUTHWEST OF THE RUINS OF BATTERY CLARK AND 225 FEET SOUTH OF FORT
 SC2166'STEVENS RANGE TOWER B IN A DENSE GROWTH OF TREES TALLER THAN THE
 SC2166'STATION.
 SC2166'
 SC2166'THE STATION IS THE SPINDLE ON THE APEX OF A 50 FOOT ABANDONED
 SC2166'OBSERVATION TOWER.  THE TOWER HAS A STEEL FRAME WITH A STEEL
 SC2166'CYLINDER EXTENDING VERTICALLY FROM THE GROUND TO THE WOODEN TOWER
 SC2166'HOUSE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC2146 ***********************************************************************
 SC2146  DESIGNATION -  FORT STEVENS RNG TWR B C CLARK
 SC2146  PID         -  SC2146
 SC2146  STATE/COUNTY-  OR/CLATSOP
 SC2146  USGS QUAD   -  WARRENTON (1996)
 SC2146
 SC2146                         *CURRENT SURVEY CONTROL
 SC2146  ___________________________________________________________________
 SC2146* NAD 83(1991)-  46 12 22.47733(N)    123 57 46.76481(W)     ADJUSTED  
 SC2146* NAVD 88     -              **(meters)            **(feet)            
 SC2146  ___________________________________________________________________
 SC2146  LAPLACE CORR-          15.47  (seconds)                    DEFLEC99
 SC2146  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 SC2146  HORZ ORDER  -  THIRD
 SC2146
 SC2146.The horizontal coordinates were established by classical geodetic methods
 SC2146.and adjusted by the National Geodetic Survey in October 1991.
 SC2146
 SC2146
 SC2146.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2146
 SC2146.The geoid height was determined by GEOID03.
 SC2146
 SC2146;                    North         East     Units Scale Factor Converg.
 SC2146;SPC OR N     -   287,947.295 2,232,809.850   MT  1.00005901   -2 27 21.3
 SC2146;SPC OR N     -   944,708.97  7,325,491.63   iFT  1.00005901   -2 27 21.3
 SC2146;SPC WA S     -   102,889.054   232,846.645   MT  0.99993634   -2 30 55.8
 SC2146;SPC WA S     -   337,561.84    763,931.03   sFT  0.99993634   -2 30 55.8
 SC2146;UTM  10      - 5,117,413.660   425,711.115   MT  0.99966784   -0 41 42.5
 SC2146
 SC2146                          SUPERSEDED SURVEY CONTROL
 SC2146
 SC2146  NAD 83(1986)-  46 12 22.48697(N)    123 57 46.74148(W) AD(       ) 4
 SC2146  NAD 27      -  46 12 23.11941(N)    123 57 42.21149(W) AD(       ) 3
 SC2146
 SC2146.Superseded values are not recommended for survey control.
 SC2146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2146.See file dsdata.txt to determine how the superseded data were derived.
 SC2146
 SC2146_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2571117414(NAD 83)
 SC2146
 SC2146  HISTORY     - Date     Condition        Report By
 SC2146  HISTORY     - 1942     MONUMENTED       CGS
 SC2146
 SC2146                          STATION DESCRIPTION
 SC2146
 SC2146'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JCP)
 SC2146'STATION IS THE TOP OF AN IRON PIPE PROJECTING FROM THE ROOF
 SC2146'OF RANGE CONTROL TOWER BC CLARK IN FORT STEVENS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC2206 ***********************************************************************
 SC2206  DESIGNATION -  FORT STEVENS RNG TWR B C PRATT
 SC2206  PID         -  SC2206
 SC2206  STATE/COUNTY-  OR/CLATSOP
 SC2206  USGS QUAD   -  WARRENTON (1996)
 SC2206
 SC2206                         *CURRENT SURVEY CONTROL
 SC2206  ___________________________________________________________________
 SC2206* NAD 83(1991)-  46 12 24.97861(N)    123 57 55.29287(W)     ADJUSTED  
 SC2206* NAVD 88     -              **(meters)            **(feet)            
 SC2206  ___________________________________________________________________
 SC2206  LAPLACE CORR-          15.36  (seconds)                    DEFLEC99
 SC2206  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 SC2206  HORZ ORDER  -  THIRD
 SC2206
 SC2206.The horizontal coordinates were established by classical geodetic methods
 SC2206.and adjusted by the National Geodetic Survey in October 1991.
 SC2206
 SC2206
 SC2206.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2206
 SC2206.The geoid height was determined by GEOID03.
 SC2206
 SC2206;                    North         East     Units Scale Factor Converg.
 SC2206;SPC OR N     -   288,032.296 2,232,630.499   MT  1.00005923   -2 27 27.3
 SC2206;SPC OR N     -   944,987.85  7,324,903.21   iFT  1.00005923   -2 27 27.3
 SC2206;SPC WA S     -   102,974.231   232,667.404   MT  0.99993626   -2 31 02.0
 SC2206;SPC WA S     -   337,841.29    763,342.97   sFT  0.99993626   -2 31 02.0
 SC2206;UTM  10      - 5,117,493.079   425,529.308   MT  0.99966817   -0 41 48.7
 SC2206
 SC2206                          SUPERSEDED SURVEY CONTROL
 SC2206
 SC2206  NAD 83(1986)-  46 12 24.98822(N)    123 57 55.27007(W) AD(       ) 4
 SC2206  NAD 27      -  46 12 25.62063(N)    123 57 50.73031(W) AD(       ) 3
 SC2206
 SC2206.Superseded values are not recommended for survey control.
 SC2206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2206.See file dsdata.txt to determine how the superseded data were derived.
 SC2206
 SC2206_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2552917493(NAD 83)
 SC2206
 SC2206  HISTORY     - Date     Condition        Report By
 SC2206  HISTORY     - 1942     MONUMENTED       CGS
 SC2206
 SC2206                          STATION DESCRIPTION
 SC2206
 SC2206'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JCP)
 SC2206'STATION IS THE BOTTOM OF AN IRON STAFF SUPPORTING A WEATHER
 SC2206'VANE ON THE ROOF OF RANGE CONTROL TOWER BC PRATT IN FORT STEVENS.
 SC2206'
 SC2206'OFFICE NOTE--THIS TOWER MAY BE THE SAME AS FORT STEVENS RANGE
 SC2206'TOWER C, 1909.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC2205 ***********************************************************************
 SC2205  DESIGNATION -  FORT STEVENS SOUTH RADIO POLE
 SC2205  PID         -  SC2205
 SC2205  STATE/COUNTY-  OR/CLATSOP
 SC2205  USGS QUAD   -  WARRENTON (1996)
 SC2205
 SC2205                         *CURRENT SURVEY CONTROL
 SC2205  ___________________________________________________________________
 SC2205* NAD 83(1991)-  46 11 35.22293(N)    123 58 31.70268(W)     ADJUSTED  
 SC2205* NAVD 88     -              **(meters)            **(feet)            
 SC2205  ___________________________________________________________________
 SC2205  LAPLACE CORR-          15.13  (seconds)                    DEFLEC99
 SC2205  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 SC2205  HORZ ORDER  -  THIRD
 SC2205
 SC2205.The horizontal coordinates were established by classical geodetic methods
 SC2205.and adjusted by the National Geodetic Survey in October 1991.
 SC2205
 SC2205
 SC2205.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2205
 SC2205.The geoid height was determined by GEOID03.
 SC2205
 SC2205;                    North         East     Units Scale Factor Converg.
 SC2205;SPC OR N     -   286,530.870 2,231,784.576   MT  1.00005486   -2 27 53.1
 SC2205;SPC OR N     -   940,061.91  7,322,127.87   iFT  1.00005486   -2 27 53.1
 SC2205;SPC WA S     -   101,473.868   231,820.019   MT  0.99993787   -2 31 28.4
 SC2205;SPC WA S     -   332,918.85    760,562.85   sFT  0.99993787   -2 31 28.4
 SC2205;UTM  10      - 5,115,966.963   424,730.227   MT  0.99966964   -0 42 14.4
 SC2205
 SC2205                          SUPERSEDED SURVEY CONTROL
 SC2205
 SC2205  NAD 83(1986)-  46 11 35.23335(N)    123 58 31.67820(W) AD(       ) 4
 SC2205  NAD 27      -  46 11 35.86673(N)    123 58 27.14926(W) AD(       ) 3
 SC2205
 SC2205.Superseded values are not recommended for survey control.
 SC2205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2205.See file dsdata.txt to determine how the superseded data were derived.
 SC2205
 SC2205_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2473015967(NAD 83)
 SC2205
 SC2205  HISTORY     - Date     Condition        Report By
 SC2205  HISTORY     - 1935     MONUMENTED       CGS
 SC2205  HISTORY     - 1957     SEE DESCRIPTION  CGS
 SC2205  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 SC2205
 SC2205                          STATION DESCRIPTION
 SC2205
 SC2205'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (RWK)
 SC2205'STATIONS ARE THE NW AND SE, RESPECTIVELY, OF TWO HEAVY, WOODEN,
 SC2205'WIRE-CABLE GUYED MASTS AT THE NAVAL RADIO COMPASS STATION BASE
 SC2205'NEAR BATTERY RUSSEL, AT FORT STEVENS, AND 0.2 MILE S OF THE RADIO
 SC2205'COMPASS TOWER.
 SC2205
 SC2205                          STATION RECOVERY (1957)
 SC2205
 SC2205'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (VRS)
 SC2205'THE RADIO POLES HAVE BEEN SAWED OFF FLUSH WITH THEIR BASES AS
 SC2205'REPORTED BY F.A.R. IN 1952.  THE BASE OF THE SOUTH POLE IS 20
 SC2205'YD. NORTH OF BATTERY RUSSELL AND 17 YD. WEST OF THE CENTERLINE OF
 SC2205'A SIDEWALK LEADING NORTH FROM BATTERY RUSSELL.  THE CONCRETE BASE
 SC2205'OF THE NORTH POLE IS ABOUT 50 YD. N. W. OF THE BASE OF THE SOUTH
 SC2205'POLE.  TO REACH BATTERY RUSSELL FROM THE POST OFFICE IN HAMMOND,
 SC2205'GO W. 0.4 MI. TO OLD ENTRANCE OF FORT STEVENS, CONTINUE N.W.LY
 SC2205'FOR 0.3 MI. TO AN INTERSECTION AT N. END OF OLD PARADE GROUND,
 SC2205'TURN LEFT AND GO S. 0.6 MI. TO A FORK, TAKE THE RIGHT FORK WLY FOR
 SC2205'0.5 MI. TO A T-ROAD S., CONTINUE WLY FOR 0.1 MI. TO A FORK, TAKE
 SC2205'LEFT FORK SLY FOR 0.1 MI. TO THE ENTRANCE OF BATTERY RUSSELL
 SC2205'ON THE RIGHT.
 SC2205
 SC2205                          STATION RECOVERY (1984)
 SC2205
 SC2205'RECOVERY NOTE BY US POWER SQUADRON 1984 (RCC)
 SC2205'AS REPORTED BY VRS IN 1957, THE POLES HAD BEEN CUT OFF FLUSH WITH
 SC2205'THEIR BASES.  DESCRIPTION ADEQUATE.
 SC2205'
 SC2205'(NEW) TO REACH FROM HAMMOND POST OFFICE, PROCEED WESTERLY 0.25
 SC2205'MILES TO LAKE AVE, TURN LEFT AND PROCEED 0.75 MILES TO ENTRANCE TO
 SC2205'FT STEVENS STATE PARK.  PROCEED WESTERLY ON SOUTH JETTY ROAD 1.0
 SC2205'MILES TO T INTERSECTION ON LEFT, PROCEED SOUTHERLY 0.1 MILE TO
 SC2205'BATTERY RUSSELL PARKING AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC2136 ***********************************************************************
 SC2136  DESIGNATION -  FORT STEVENS WEST JETTY LIGHT
 SC2136  PID         -  SC2136
 SC2136  STATE/COUNTY-  OR/CLATSOP
 SC2136  USGS QUAD   -  WARRENTON (1996)
 SC2136
 SC2136                         *CURRENT SURVEY CONTROL
 SC2136  ___________________________________________________________________
 SC2136* NAD 83(1991)-  46 12 19.45339(N)    123 56 58.23201(W)     ADJUSTED  
 SC2136* NAVD 88     -              **(meters)            **(feet)            
 SC2136  ___________________________________________________________________
 SC2136  LAPLACE CORR-          16.08  (seconds)                    DEFLEC99
 SC2136  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 SC2136  HORZ ORDER  -  THIRD
 SC2136
 SC2136.The horizontal coordinates were established by classical geodetic methods
 SC2136.and adjusted by the National Geodetic Survey in October 1991.
 SC2136
 SC2136
 SC2136.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2136
 SC2136.The geoid height was determined by GEOID03.
 SC2136
 SC2136;                    North         East     Units Scale Factor Converg.
 SC2136;SPC OR N     -   287,809.507 2,233,845.395   MT  1.00005874   -2 26 46.8
 SC2136;SPC OR N     -   944,256.91  7,328,889.09   iFT  1.00005874   -2 26 46.8
 SC2136;SPC WA S     -   102,750.208   233,881.920   MT  0.99993643   -2 30 20.6
 SC2136;SPC WA S     -   337,106.31    767,327.60   sFT  0.99993643   -2 30 20.6
 SC2136;UTM  10      - 5,117,307.799   426,749.998   MT  0.99966596   -0 41 07.5
 SC2136
 SC2136                          SUPERSEDED SURVEY CONTROL
 SC2136
 SC2136  NAD 83(1986)-  46 12 19.46313(N)    123 56 58.20975(W) AD(       ) 4
 SC2136  NAD 27      -  46 12 20.09288(N)    123 56 53.68113(W) AD(       ) 3
 SC2136
 SC2136.Superseded values are not recommended for survey control.
 SC2136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2136.See file dsdata.txt to determine how the superseded data were derived.
 SC2136
 SC2136_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2675017308(NAD 83)
 SC2136_MARKER: 14 = NAVIGATION LIGHT
 SC2136
 SC2136  HISTORY     - Date     Condition        Report By
 SC2136  HISTORY     - 1951     FIRST OBSERVED   CGS
 SC2136  HISTORY     - 1957     GOOD             CGS
 SC2136  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 SC2136
 SC2136                          STATION DESCRIPTION
 SC2136
 SC2136'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (HGC)
 SC2136'THIS INTERSECTION STATION IS THE CENTER OF THE LIGHT MOUNTED
 SC2136'AT TOP OF CONICAL WHITE HOUSE ON WHITE PLATFORM, ERECTED AT TOP OF
 SC2136'DOLPHIN IN APPROXIMATELY 10 FEET OF WATER AT THE W SIDE OF
 SC2136'ENTRANCE TO FORT STEVENS MOORAGE BASIN AND FORT STEVENS WHARF.
 SC2136'
 SC2136'THE 1951 EDITION OF THE PACIFIC COAST LIGHT LIST LISTS THIS
 SC2136'STATION AS FORT STEVENS WEST JETTY, LIGHT NO. 917, F1. R., 4
 SC2136'SEC., UNWATCHED LIGHT, ESTABLISHED IN 1944.
 SC2136
 SC2136                          STATION RECOVERY (1957)
 SC2136
 SC2136'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (VRS)
 SC2136'THIS INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION AS
 SC2136'DESCRIBED BY H.G.C. IN 1951.
 SC2136
 SC2136                          STATION RECOVERY (1984)
 SC2136
 SC2136'RECOVERY NOTE BY US POWER SQUADRON 1984 (RCC)
 SC2136'THIS STATION NO LONGER EXISTS.
 SC2136'
 SC2136'STATION WAS DESTROYED WHEN NEW ROCK BREAKWATER WAS BUILT.
 SC2136'
 SC2136'A NEW STATION, LISTED AS WEST BREAKWATER DAYBEACON 2 IN 1983
 SC2136'PACIFIC COAST LIGHT LIST HAS BEEN ERECTED ON THE EAST END OF THE
 SC2136'WEST ROCK BREAKWATER.  LOCATION APPROXIMATELY SAME AS OLD STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC2168 ***********************************************************************
 SC2168  DESIGNATION -  FORT STEVENS WHARF 26 LIGHT
 SC2168  PID         -  SC2168
 SC2168  STATE/COUNTY-  OR/CLATSOP
 SC2168  USGS QUAD   -  WARRENTON (1996)
 SC2168
 SC2168                         *CURRENT SURVEY CONTROL
 SC2168  ___________________________________________________________________
 SC2168* NAD 83(1991)-  46 12 26.87484(N)    123 57 05.32702(W)     ADJUSTED  
 SC2168* NAVD 88     -              **(meters)            **(feet)            
 SC2168  ___________________________________________________________________
 SC2168  LAPLACE CORR-          16.01  (seconds)                    DEFLEC99
 SC2168  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 SC2168  HORZ ORDER  -  THIRD
 SC2168
 SC2168.The horizontal coordinates were established by classical geodetic methods
 SC2168.and adjusted by the National Geodetic Survey in October 1991.
 SC2168
 SC2168
 SC2168.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2168
 SC2168.The geoid height was determined by GEOID03.
 SC2168
 SC2168;                    North         East     Units Scale Factor Converg.
 SC2168;SPC OR N     -   288,044.954 2,233,703.211   MT  1.00005940   -2 26 51.9
 SC2168;SPC OR N     -   945,029.38  7,328,422.61   iFT  1.00005940   -2 26 51.9
 SC2168;SPC WA S     -   102,985.774   233,739.997   MT  0.99993620   -2 30 25.7
 SC2168;SPC WA S     -   337,879.16    766,861.97   sFT  0.99993620   -2 30 25.7
 SC2168;UTM  10      - 5,117,538.675   426,600.704   MT  0.99966623   -0 41 12.7
 SC2168
 SC2168                          SUPERSEDED SURVEY CONTROL
 SC2168
 SC2168  NAD 83(1986)-  46 12 26.88449(N)    123 57 05.30469(W) AD(       ) 4
 SC2168  NAD 27      -  46 12 27.51560(N)    123 57 00.77611(W) AD(       ) 3
 SC2168
 SC2168.Superseded values are not recommended for survey control.
 SC2168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2168.See file dsdata.txt to determine how the superseded data were derived.
 SC2168
 SC2168_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2660117539(NAD 83)
 SC2168
 SC2168  HISTORY     - Date     Condition        Report By
 SC2168  HISTORY     - 1951     MONUMENTED       CGS
 SC2168  HISTORY     - 1957     SEE DESCRIPTION  CGS
 SC2168  HISTORY     - 1984     GOOD             USPSQD
 SC2168
 SC2168                          STATION DESCRIPTION
 SC2168
 SC2168'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (HGC)
 SC2168'THIS INTERSECTION STATION IS THE CENTER OF THE LIGHT AT TOP OF
 SC2168'WHITE HOUSE ERECTED ON PILE STRUCTURE JUST OFFSHORE FROM OLD DOCK
 SC2168'RUINS, SET IN ABOUT 30 FEET OF WATER N FROM HAMMOND, AT POINT
 SC2168'ADAMS.  THE LIGHT STRUCTURE IS ABOUT 80 METERS OFFSHORE AND HAS A
 SC2168'WOODEN WALKWAY LEADING FROM SHORE TO LIGHT STRUCTURE.
 SC2168'
 SC2168'THE 1951 EDITION OF THE PACIFIC COAST LIGHT LIST LISTS THIS
 SC2168'STATION AS FORT STEVENS WHARF 26, LIGHT NO. 916, GP. F1. R., 10
 SC2168'SEC., EQUIPPED WITH HORN, DIAPHRAGM, AIR BLAST, 2 SECS., SILENT
 SC2168'13 SECS., ESTABLISHED IN 1884, REBUILT IN 1949.
 SC2168
 SC2168                          STATION RECOVERY (1957)
 SC2168
 SC2168'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (VRS)
 SC2168'THIS INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION AS
 SC2168'DESCRIBED BY H.G.C. IN 1951 (PAGE 16, VOL. 394, SUPPLEMENT.  THE
 SC2168'1957 LIGHT LIST LISTS THIS LIGHT AS NO. 1011, FORT STEVENS WHARF
 SC2168'LIGHT 26.
 SC2168
 SC2168                          STATION RECOVERY (1984)
 SC2168
 SC2168'RECOVERY NOTE BY US POWER SQUADRON 1984 (RCC)
 SC2168'THIS INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION AS
 SC2168'DESCRIBED BY V.R.S. IN 1957.  THE 1983 EDITION OF THE PACIFIC COAST
 SC2168'LIGHT LIST LISTS THIS LIGHT AS NO. 1386 FORT STEVENS WHARF LIGHT
 SC2168'26.
 SC2168'
 SC2168'LIGHT BUILT IN 1884 AND REBUILT IN 1966.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC2171 ***********************************************************************
 SC2171  DESIGNATION -  FORT STEVENS WHARF RED LIGHT
 SC2171  PID         -  SC2171
 SC2171  STATE/COUNTY-  OR/CLATSOP
 SC2171  USGS QUAD   -  WARRENTON (1996)
 SC2171
 SC2171                         *CURRENT SURVEY CONTROL
 SC2171  ___________________________________________________________________
 SC2171* NAD 83(1991)-  46 12 29.81874(N)    123 57 07.83864(W)     ADJUSTED  
 SC2171* NAVD 88     -              **(meters)            **(feet)            
 SC2171  ___________________________________________________________________
 SC2171  LAPLACE CORR-          15.99  (seconds)                    DEFLEC99
 SC2171  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 SC2171  HORZ ORDER  -  THIRD
 SC2171
 SC2171.The horizontal coordinates were established by classical geodetic methods
 SC2171.and adjusted by the National Geodetic Survey in October 1991.
 SC2171
 SC2171
 SC2171.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2171
 SC2171.The geoid height was determined by GEOID03.
 SC2171
 SC2171;                    North         East     Units Scale Factor Converg.
 SC2171;SPC OR N     -   288,138.074 2,233,653.298   MT  1.00005966   -2 26 53.6
 SC2171;SPC OR N     -   945,334.89  7,328,258.85   iFT  1.00005966   -2 26 53.6
 SC2171;SPC WA S     -   103,078.933   233,690.187   MT  0.99993610   -2 30 27.5
 SC2171;SPC WA S     -   338,184.80    766,698.56   sFT  0.99993610   -2 30 27.5
 SC2171;UTM  10      - 5,117,630.181   426,547.974   MT  0.99966632   -0 41 14.5
 SC2171
 SC2171                          SUPERSEDED SURVEY CONTROL
 SC2171
 SC2171  NAD 83(1986)-  46 12 29.82837(N)    123 57 07.81619(W) AD(       ) 4
 SC2171  NAD 27      -  46 12 30.45947(N)    123 57 03.28679(W) AD(       ) 3
 SC2171
 SC2171.Superseded values are not recommended for survey control.
 SC2171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2171.See file dsdata.txt to determine how the superseded data were derived.
 SC2171
 SC2171_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2654817630(NAD 83)
 SC2171
 SC2171  HISTORY     - Date     Condition        Report By
 SC2171  HISTORY     - 1935     MONUMENTED       CGS
 SC2171  HISTORY     - 1951     SEE DESCRIPTION  CGS
 SC2171  HISTORY     - 1957     SEE DESCRIPTION  CGS
 SC2171
 SC2171                          STATION DESCRIPTION
 SC2171
 SC2171'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (RWK)
 SC2171'THE STATION IS THE RED LIGHT ON THE OUTER END OF THE FORT STEVENS
 SC2171'WHARF.
 SC2171
 SC2171                          STATION RECOVERY (1951)
 SC2171
 SC2171'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HGC)
 SC2171'STATION IS LOST.  THIS STATION WAS REBUILT IN 1949 TO A NEW
 SC2171'LOCATION AND WAS RELOCATED AS FORT STEVENS WHARF 26 LIGHT, 1951.  IT
 SC2171'IS THE TOP OF LIGHT ON WHITE HOUSE ON PILE STRUCTURE SET IN
 SC2171'APPROXIMATELY 30 FEET OF WATER N OF HAMMOND.
 SC2171
 SC2171                          STATION RECOVERY (1957)
 SC2171
 SC2171'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (VRS)
 SC2171'THIS LIGHT WAS REBUILT IN A NEW LOCATION IN 1949.  STATION
 SC2171'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0927 ***********************************************************************
 RC0927  DESIGNATION -  FORTUNE
 RC0927  PID         -  RC0927
 RC0927  STATE/COUNTY-  OR/HOOD RIVER
 RC0927  USGS QUAD   -  WHITE SALMON (1994)
 RC0927
 RC0927                         *CURRENT SURVEY CONTROL
 RC0927  ___________________________________________________________________
 RC0927* NAD 83(1991)-  45 41 42.22365(N)    121 26 46.93770(W)     ADJUSTED  
 RC0927* NAVD 88     -        30.320  (meters)      99.47   (feet)  ADJUSTED  
 RC0927  ___________________________________________________________________
 RC0927  LAPLACE CORR-           1.64  (seconds)                    DEFLEC99
 RC0927  GEOID HEIGHT-         -21.43  (meters)                     GEOID03
 RC0927  DYNAMIC HT  -          30.319 (meters)      99.47  (feet)  COMP
 RC0927  MODELED GRAV-     980,604.9   (mgal)                       NAVD 88
 RC0927
 RC0927  HORZ ORDER  -  SECOND
 RC0927  VERT ORDER  -  FIRST     CLASS II
 RC0927
 RC0927.The horizontal coordinates were established by classical geodetic methods
 RC0927.and adjusted by the National Geodetic Survey in October 1991.
 RC0927
 RC0927.The orthometric height was determined by differential leveling
 RC0927.and adjusted in June 1991.
 RC0927.WARNING-Repeat measurements at this control monument indicate possible
 RC0927.vertical movement.
 RC0927
 RC0927.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC0927
 RC0927.The geoid height was determined by GEOID03.
 RC0927
 RC0927.The dynamic height is computed by dividing the NAVD 88
 RC0927.geopotential number by the normal gravity value computed on the
 RC0927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0927.degrees latitude (g = 980.6199 gals.).
 RC0927
 RC0927.The modeled gravity was interpolated from observed gravity values.
 RC0927
 RC0927;                    North         East     Units Scale Factor Converg.
 RC0927;SPC OR N     -   225,834.223 2,426,295.613   MT  0.99993676   -0 40 16.2
 RC0927;SPC OR N     -   740,925.93  7,960,287.44   iFT  0.99993676   -0 40 16.2
 RC0927;SPC WA S     -    40,648.989   426,288.513   MT  1.00003421   -0 41 14.8
 RC0927;SPC WA S     -   133,362.56  1,398,581.56   sFT  1.00003421   -0 41 14.8
 RC0927;UTM  10      - 5,061,341.469   620,959.849   MT  0.99977988   +1 06 43.1
 RC0927
 RC0927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC0927!SPC OR N     -   0.99999861  x   0.99993676  =   0.99993537
 RC0927!SPC WA S     -   0.99999861  x   1.00003421  =   1.00003282
 RC0927!UTM  10      -   0.99999861  x   0.99977988  =   0.99977849
 RC0927
 RC0927:                Primary Azimuth Mark                     Grid Az
 RC0927:SPC OR N     -  GINGER                                   107 29 31.0
 RC0927:SPC WA S     -  GINGER                                   107 30 29.6
 RC0927:UTM  10      -  GINGER                                   105 42 31.7
 RC0927
 RC0927|---------------------------------------------------------------------|
 RC0927| PID    Reference Object                     Distance      Geod. Az  |
 RC0927|                                                           dddmmss.s |
 RC0927| RC0932 GINGER                              APPROX. 2.9 KM 1064914.8 |
 RC0927| RC0928 Q 533                                97.760 METERS 12838     |
 RC0927| RC0925 FORTUNE RM 1                         14.889 METERS 20559     |
 RC0927| RC0926 FORTUNE RM 2                         26.730 METERS 27206     |
 RC0927|---------------------------------------------------------------------|
 RC0927
 RC0927                          SUPERSEDED SURVEY CONTROL
 RC0927
 RC0927  NAD 83(1986)-  45 41 42.23704(N)    121 26 46.93761(W) AD(       ) 2
 RC0927  NAD 27      -  45 41 42.80600(N)    121 26 42.68200(W) AD(       ) 2
 RC0927  NGVD 29 (??/??/92)   29.329  (m)           96.22   (f) ADJ UNCH    1 2
 RC0927
 RC0927.Superseded values are not recommended for survey control.
 RC0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0927.See file dsdata.txt to determine how the superseded data were derived.
 RC0927
 RC0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR2096061341(NAD 83)
 RC0927_MARKER: DS = TRIANGULATION STATION DISK
 RC0927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC0927_SP_SET: CONCRETE POST
 RC0927_STAMPING: FORTUNE 1957
 RC0927_MARK LOGO: CGS   
 RC0927_PROJECTION: FLUSH
 RC0927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0927+STABILITY: SURFACE MOTION
 RC0927
 RC0927  HISTORY     - Date     Condition        Report By
 RC0927  HISTORY     - 1957     MONUMENTED       CGS
 RC0927  HISTORY     - 1957     GOOD             CGS
 RC0927  HISTORY     - 1961     SEE DESCRIPTION  CGS
 RC0927  HISTORY     - 1987     GOOD             USPSQD
 RC0927  HISTORY     - 1987     GOOD             NGS
 RC0927
 RC0927                          STATION DESCRIPTION
 RC0927
 RC0927'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JBW)
 RC0927'THE STATION IS LOCATED 3-1/2 MILES EAST OF HOOD RIVER, 2-1/2
 RC0927'MILES WEST OF MOSIER, AND 0.4 MILE WEST OF THE HOOD RIVER-WASCO
 RC0927'COUNTY LINE.
 RC0927'
 RC0927'TO REACH FROM THE U.S. HIGHWAY 30 UNDERPASS OF THE MOSIER
 RC0927'INTERCHANGE, GO WEST ON U.S. HIGHWAY 30 FOR 2.15 MILES TO MILE
 RC0927'POST 66 ON THE LEFT.  CONTINUE WEST ON THE HIGHWAY FOR 0.35 MILE
 RC0927'TO THE STATION ON THE LEFT, SOUTH, SIDE OF THE HIGHWAY.
 RC0927'
 RC0927'THE STATION MARK, A STANDARD DISK STAMPED FORTUNE 1957, IS SET
 RC0927'IN THE TOP OF A CONCRETE CYLINDER WHICH IS FLUSH WITH THE
 RC0927'GROUND.  THE MARK IS 30.7 FEET EAST OF A HIGHWAY RIGHT-OF-WAY
 RC0927'POST AND 33 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 30.
 RC0927'
 RC0927'REFERENCE MARK 1, A STANDARD DISK STAMPED FORTUNE NO 1 1957,
 RC0927'IS SET IN THE TOP OF A CONCRETE CYLINDER WHICH IS FLUSH WITH
 RC0927'THE GROUND.  THE MARK IS 24 FEET NORTH OF THE RAILROAD TRACKS.
 RC0927'
 RC0927'REFERENCE MARK 2, A STANDARD DISK STAMPED FORTUNE NO 2 1957,
 RC0927'IS SET IN A DRILL HOLE IN A 2-1/2 BY 5-FOOT SLAB BOULDER AT THE
 RC0927'BASE OF THE RAILROAD FILL.  THE MARK IS 6 FEET WEST OF A
 RC0927'TELEPHONE POLE.
 RC0927'
 RC0927'BENCH MARK Q 533, AN OREGON STATE HIGHWAY DEPARTMENT BENCH
 RC0927'MARK STAMPED Q 533 1954, IS SET IN THE TOP OF A SQUARE CONCRETE
 RC0927'POST WHICH PROJECTS 6 INCHES ABOVE THE GROUND.  A WHITE POST
 RC0927'IS AT THE WEST EDGE OF THE CONCRETE POST.
 RC0927'
 RC0927'TRIANGULATION STATION GINGER (USE) CAN BE USED FOR AZIMUTH.
 RC0927
 RC0927                          STATION RECOVERY (1957)
 RC0927
 RC0927'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 RC0927'2.6 MI W FROM MOSIER.
 RC0927'2.6 MILES WEST ALONG U.S. HIGHWAY 30 FROM THE WEST END OF THE CONCRETE
 RC0927'HIGHWAY BRIDGE OVER MOSIER CREEK AT MOSIER, IN T 3 N - R 11 E, 3.4
 RC0927'MILES EAST OF HOOD RIVER, 0.3 MILE WEST OF THE WASCO-HOOD RIVER COUNTY
 RC0927'LINE, AT THE NORTHEAST END OF A CURVE, 70.3 FEET NORTHEAST OF THE
 RC0927'NORTHEAST RAIL OF RAILROAD TRACK, 33.4 FEET SOUTHWEST OF THE CENTER
 RC0927'LINE OF THE HIGHWAY, 30.9 FEET SOUTH OF A HIGHWAY RIGHT-OF-WAY POST,
 RC0927'ABOUT 2 FEET LOWER THAN THE HIGHWAY AND SET IN A CONCRETE POST
 RC0927'PROJECTING 0.2 FOOT.
 RC0927
 RC0927                          STATION RECOVERY (1961)
 RC0927
 RC0927'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (FN)
 RC0927'STATION WAS RECOVERED AND THE MARKS WERE REINFORCED WITH A LARGE
 RC0927'AMOUNT OF CONCRETE.  THE NEW HIGHWAY IS COMPLETE AT THIS
 RC0927'LOCATION.  THE STATION MARK IS 50.5 SOUTH OF THE CENTER OF THE
 RC0927'GUARD RAILS BETWEEN THE TWO LANE OF TRAFFIC, 70 FEET NORTH OF THE
 RC0927'NORTH RAIL OF THE UNION PACIFIC COMPANY TRACK AND 2 FEET NORTH OF
 RC0927'A METAL WITNESS POST.
 RC0927'
 RC0927'REACHED FROM THE HIGHWAY BRIDGE OVER HOOD RIVER GO EAST ON
 RC0927'U.S. HIGHWAY 30 FOR 3.1 MILES TO THE STATION ON THE RIGHT.
 RC0927
 RC0927                          STATION RECOVERY (1987)
 RC0927
 RC0927'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWE)
 RC0927'RECOVERED IN GOOD CONDITION.
 RC0927
 RC0927                          STATION RECOVERY (1987)
 RC0927
 RC0927'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RC0927'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  5.5 KM
 RC0927'(3.40 MI) EAST ALONG INTERSTATE HIGHWAY 84 FROM THE SECOND STREET
 RC0927'OVERPASS IN HOOD RIVER TO THE MARK ON THE RIGHT, ALSO 4.3 KM
 RC0927'(2.65 MI) WEST ALONG I-84 FROM THE BRIDGE OVER MOSIER CREEK IN MOSIER,
 RC0927'10.18 M (33.4 FT) SOUTHWEST OF THE HIGHWAY EASTBOUND CENTERLINE,
 RC0927'21.42 M (70.3 FT) NORTHEAST OF THE NORTHEAST RAIL OF THE UNION
 RC0927'PACIFIC RAILROAD.
 RC0927'THE MARK IS 0.73 METERS  NW FROM  A WITNESS POST
 RC0927'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0925 ***********************************************************************
 RC0925  DESIGNATION -  FORTUNE RM 1
 RC0925  PID         -  RC0925
 RC0925  STATE/COUNTY-  OR/HOOD RIVER
 RC0925  USGS QUAD   -  WHITE SALMON (1994)
 RC0925
 RC0925                         *CURRENT SURVEY CONTROL
 RC0925  ___________________________________________________________________
 RC0925* NAD 83(1986)-  45 41 41.     (N)    121 26 46.     (W)     SCALED    
 RC0925* NAVD 88     -        29.956  (meters)      98.28   (feet)  ADJUSTED  
 RC0925  ___________________________________________________________________
 RC0925  GEOID HEIGHT-         -21.43  (meters)                     GEOID03
 RC0925  DYNAMIC HT  -          29.956 (meters)      98.28  (feet)  COMP
 RC0925  MODELED GRAV-     980,604.9   (mgal)                       NAVD 88
 RC0925
 RC0925  VERT ORDER  -  FIRST     CLASS II
 RC0925
 RC0925.The horizontal coordinates were scaled from a topographic map and have
 RC0925.an estimated accuracy of +/- 6 seconds.
 RC0925
 RC0925.The orthometric height was determined by differential leveling
 RC0925.and adjusted in June 1991.
 RC0925.WARNING-Repeat measurements at this control monument indicate possible
 RC0925.vertical movement.
 RC0925
 RC0925.The geoid height was determined by GEOID03.
 RC0925
 RC0925.The dynamic height is computed by dividing the NAVD 88
 RC0925.geopotential number by the normal gravity value computed on the
 RC0925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0925.degrees latitude (g = 980.6199 gals.).
 RC0925
 RC0925.The modeled gravity was interpolated from observed gravity values.
 RC0925
 RC0925;                    North         East    Units  Estimated Accuracy
 RC0925;SPC OR N     -   225,800.    2,426,320.      MT  (+/- 180 meters Scaled)
 RC0925
 RC0925                          SUPERSEDED SURVEY CONTROL
 RC0925
 RC0925  NGVD 29 (??/??/92)   28.964  (m)           95.03   (f) ADJ UNCH    1 2
 RC0925
 RC0925.Superseded values are not recommended for survey control.
 RC0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0925.See file dsdata.txt to determine how the superseded data were derived.
 RC0925
 RC0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR209613(NAD 83)
 RC0925_MARKER: DR = REFERENCE MARK DISK
 RC0925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC0925_SP_SET: CONCRETE POST
 RC0925_STAMPING: FORTUNE NO 1 1957
 RC0925_MARK LOGO: CGS   
 RC0925_PROJECTION: FLUSH
 RC0925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0925+STABILITY: SURFACE MOTION
 RC0925
 RC0925  HISTORY     - Date     Condition        Report By
 RC0925  HISTORY     - 1957     MONUMENTED       CGS
 RC0925  HISTORY     - 1987     GOOD             NGS
 RC0925
 RC0925                          STATION DESCRIPTION
 RC0925
 RC0925'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 RC0925'2.6 MI W FROM MOSIER.
 RC0925'2.6 MILES WEST ALONG U.S. HIGHWAY 30 FROM THE WEST END OF THE CONCRETE
 RC0925'HIGHWAY BRIDGE OVER MOSIER CREEK AT MOSIER, IN T 3 N - R 11 E, 3.4
 RC0925'MILES EAST OF HOOD RIVER, 0.3 MILE WEST OF THE WASCO-HOOD RIVER COUNTY
 RC0925'LINE, AT THE NORTHEAST END OF A CURVE, 49.1 FEET SOUTHWEST OF FORTUNE
 RC0925'TRIANGULATION STATION, 47 FEET NORTHWEST OF A TELEGRAPH POLE, 21.9
 RC0925'FEET NORTHEAST OF THE NORTHEAST RAIL OF RAILROAD TRACK, ABOUT 1 FOOT
 RC0925'LOWER THAN THE HIGHWAY AND SET IN A CONCRETE POST FLUSH WITH THE
 RC0925'GROUND.
 RC0925
 RC0925                          STATION RECOVERY (1987)
 RC0925
 RC0925'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RC0925'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  5.5 KM
 RC0925'(3.40 MI) EAST ALONG INTERSTATE HIGHWAY 84 FROM THE SECOND STREET
 RC0925'OVERPASS IN HOOD RIVER TO THE MARK ON THE RIGHT, 6.67 M (21.9 FT)
 RC0925'NORTHEAST OF THE NORTHEAST RAIL OF THE UNION PACIFIC RAILROAD, 15.0 M
 RC0925'(49.2 FT) SOUTHWEST OF STATION FORTUNE, 14.3 M (46.9 FT) NORTHEAST OF
 RC0925'A TELEGRAPH POLE.
 RC0925'THE MARK IS 0.45 METERS  SW FROM  A WITNESS POST
 RC0925'THE MARK IS 0.3 M BELOW THE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0926 ***********************************************************************
 RC0926  DESIGNATION -  FORTUNE RM 2
 RC0926  PID         -  RC0926
 RC0926  STATE/COUNTY-  OR/HOOD RIVER
 RC0926  USGS QUAD   -  WHITE SALMON (1994)
 RC0926
 RC0926                         *CURRENT SURVEY CONTROL
 RC0926  ___________________________________________________________________
 RC0926* NAD 83(1986)-  45 41 41.     (N)    121 26 46.     (W)     SCALED    
 RC0926* NAVD 88     -        29.278  (meters)      96.06   (feet)  ADJUSTED  
 RC0926  ___________________________________________________________________
 RC0926  GEOID HEIGHT-         -21.43  (meters)                     GEOID03
 RC0926  DYNAMIC HT  -          29.278 (meters)      96.06  (feet)  COMP
 RC0926  MODELED GRAV-     980,604.9   (mgal)                       NAVD 88
 RC0926
 RC0926  VERT ORDER  -  FIRST     CLASS II
 RC0926
 RC0926.The horizontal coordinates were scaled from a topographic map and have
 RC0926.an estimated accuracy of +/- 6 seconds.
 RC0926
 RC0926.The orthometric height was determined by differential leveling
 RC0926.and adjusted in June 1991.
 RC0926.WARNING-Repeat measurements at this control monument indicate possible
 RC0926.vertical movement.
 RC0926
 RC0926.The geoid height was determined by GEOID03.
 RC0926
 RC0926.The dynamic height is computed by dividing the NAVD 88
 RC0926.geopotential number by the normal gravity value computed on the
 RC0926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0926.degrees latitude (g = 980.6199 gals.).
 RC0926
 RC0926.The modeled gravity was interpolated from observed gravity values.
 RC0926
 RC0926;                    North         East    Units  Estimated Accuracy
 RC0926;SPC OR N     -   225,800.    2,426,320.      MT  (+/- 180 meters Scaled)
 RC0926
 RC0926                          SUPERSEDED SURVEY CONTROL
 RC0926
 RC0926  NGVD 29 (??/??/92)   28.276  (m)           92.77   (f) ADJ UNCH    1 2
 RC0926
 RC0926.Superseded values are not recommended for survey control.
 RC0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0926.See file dsdata.txt to determine how the superseded data were derived.
 RC0926
 RC0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR209613(NAD 83)
 RC0926_MARKER: DR = REFERENCE MARK DISK
 RC0926_SETTING: 80 = SET IN A BOULDER
 RC0926_SP_SET: BOULDER
 RC0926_STAMPING: FORTUNE NO 2 1957
 RC0926_MARK LOGO: CGS   
 RC0926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0926+STABILITY: SURFACE MOTION
 RC0926
 RC0926  HISTORY     - Date     Condition        Report By
 RC0926  HISTORY     - 1957     MONUMENTED       CGS
 RC0926  HISTORY     - 1987     GOOD             NGS
 RC0926
 RC0926                          STATION DESCRIPTION
 RC0926
 RC0926'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 RC0926'2.6 MI W FROM MOSIER.
 RC0926'2.6 MILES WEST ALONG U.S. HIGHWAY 30 FROM THE WEST END OF THE CONCRETE
 RC0926'HIGHWAY BRIDGE OVER MOSIER CREEK AT MOSIER, IN T 3 N - R 11 E, 3.4
 RC0926'MILES EAST OF HOOD RIVER, 0.3 MILE WEST OF THE WASCO-HOOD RIVER COUNTY
 RC0926'LINE, AT THE NORTHEAST END OF A CURVE, ALONG THE NORTHEAST EDGE OF A
 RC0926'RAILROAD FILL, 88.1 FEET WEST OF FORTUNE TRIANGULATION STATION, 78.7
 RC0926'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 23.2 FEET NORTHEAST
 RC0926'OF THE NORTHEAST RAIL OF THE RAILROAD TRACK, 8.6 FEET NORTHWEST OF A
 RC0926'TELEGRAPH POLE, SET IN THE TOP OF THE NORTHEAST END OF A 4 BY 2-FOOT
 RC0926'BOULDER AND ABOUT 2 FEET LOWER THAN THE HIGHWAY.
 RC0926
 RC0926                          STATION RECOVERY (1987)
 RC0926
 RC0926'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RC0926'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  5.5 KM
 RC0926'(3.40 MI) EAST ALONG INTERSTATE HIGHWAY 84 FROM THE SECOND STREET
 RC0926'OVERPASS IN HOOD RIVER TO THE MARK ON THE RIGHT, 24.0 M (78.7 FT)
 RC0926'SOUTHWEST OF THE HIGHWAY EASTBOUND CENTERLINE, 26.8 M (87.9 FT) WEST
 RC0926'OF STATION FORTUNE, 7.07 M (23.2 FT) NORTHEAST OF THE NORTHEAST RAIL
 RC0926'OF THE UNION PACIFIC RAILROAD, 2.62 M (8.6 FT) NORTHWEST OF A
 RC0926'TELEGRAPH POLE.
 RC0926'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1733 ***********************************************************************
 RD1733  DESIGNATION -  FORTY TWO
 RD1733  PID         -  RD1733
 RD1733  STATE/COUNTY-  OR/YAMHILL
 RD1733  USGS QUAD   -  MC MINNVILLE (1992)
 RD1733
 RD1733                         *CURRENT SURVEY CONTROL
 RD1733  ___________________________________________________________________
 RD1733* NAD 83(1991)-  45 11 58.48220(N)    123 07 51.66432(W)     ADJUSTED  
 RD1733* NAVD 88     -        48.9    (meters)     160.     (feet)  VERTCON   
 RD1733  ___________________________________________________________________
 RD1733  LAPLACE CORR-         -10.12  (seconds)                    DEFLEC99
 RD1733  GEOID HEIGHT-         -22.27  (meters)                     GEOID03
 RD1733  HORZ ORDER  -  SECOND
 RD1733
 RD1733.This mark is at Mc Minnville Municipal Airport (MMV)
 RD1733
 RD1733.The horizontal coordinates were established by classical geodetic methods
 RD1733.and adjusted by the National Geodetic Survey in October 1991.
 RD1733
 RD1733.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD1733.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD1733
 RD1733.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1733
 RD1733.The geoid height was determined by GEOID03.
 RD1733
 RD1733;                    North         East     Units Scale Factor Converg.
 RD1733;SPC OR N     -   173,704.645 2,293,332.305   MT  0.99989473   -1 51 57.2
 RD1733;SPC OR N     -   569,897.13  7,524,056.12   iFT  0.99989473   -1 51 57.2
 RD1733;UTM  10      - 5,005,129.767   489,709.700   MT  0.99960130   -0 05 34.7
 RD1733
 RD1733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1733!SPC OR N     -   0.99999582  x   0.99989473  =   0.99989055
 RD1733!UTM  10      -   0.99999582  x   0.99960130  =   0.99959712
 RD1733
 RD1733|---------------------------------------------------------------------|
 RD1733| PID    Reference Object                     Distance      Geod. Az  |
 RD1733|                                                           dddmmss.s |
 RD1733| RD1734 PORTAL RM 3 AZIMUTH                 163.759 METERS 00514     |
 RD1733| RD1726 PORTAL                              APPROX. 1.2 KM 2082549.2 |
 RD1733|---------------------------------------------------------------------|
 RD1733
 RD1733                          SUPERSEDED SURVEY CONTROL
 RD1733
 RD1733  NAD 83(1986)-  45 11 58.50706(N)    123 07 51.67505(W) AD(       ) 2
 RD1733  NAD 27      -  45 11 59.08643(N)    123 07 47.30333(W) AD(       ) 2
 RD1733  NGVD 29 (07/19/86)   47.9    (m)          157.     (f) VERT ANG    3  
 RD1733
 RD1733.Superseded values are not recommended for survey control.
 RD1733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1733.See file dsdata.txt to determine how the superseded data were derived.
 RD1733
 RD1733_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR8971005130(NAD 83)
 RD1733
 RD1733  HISTORY     - Date     Condition        Report By
 RD1733  HISTORY     - 1972     MONUMENTED       OR1260
 RD1733  HISTORY     - 19960824 MARK NOT FOUND   CHANCE
 RD1733
 RD1733                          STATION DESCRIPTION
 RD1733
 RD1733'DESCRIBED BY CITY OF MCMINNVILLE OREGON 1972
 RD1733'STATION IS LOCATED AT THE INTERSECTION OF RUNWAYS 16/21 AT THE
 RD1733'MCMINNVILLE MUNICIPAL AIRPORT, ON THE EXTREME SOUTHEAST EDGE OF
 RD1733'MCMINNVILLE.
 RD1733'
 RD1733'TO REACH FOLLOW DIRECTION FOR STATION PORTAL EXCEPT TURN LEFT PAST
 RD1733'AIRPORT OFFICE AND TAKE TAXI STRIP NORTHEAST TO INTERSECTION OF
 RD1733'RUNWAYS 16/21.
 RD1733'
 RD1733'THE STATION, A CITY OF MCMINNVILLE MARK, PREVIOUSLY SET BY OTHERS TO
 RD1733'INDICATE THE CENTERLINE INTERSECTION OF THE TWO (2) RUNWAYS.  IT IS A
 RD1733'GENERAL MOTORS VALVE, SET IN THE MIDDLE OF A 11-INCH X 12-INCH BOX,
 RD1733'SURROUNDED BY CONCRETE, SLIGHTLY BELOW RUNWAY SURFACE.  THERE IS A
 RD1733'PUNCHED CENTER-MARK.  THERE IS NO UNDERGROUND MARK TO THIS STATION.
 RD1733'
 RD1733'HEIGHT OF LIGHT ABOVE STATION MARK--1.59 METERS.
 RD1733
 RD1733                          STATION RECOVERY (1996)
 RD1733
 RD1733'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 RD1733'THE STATION WAS NOT RECOVERED AUG 24, 1996.  THE RUNWAYS HAVE BEEN
 RD1733'RESURFACE AND THE DISK HAS BEEN BURIED BY ASPHALT, A SMALL UNMARKED
 RD1733'BRASS CAP NOW MARKS THE CENTERLINE INTERSECTION OF THE RUNWAYS --
 RD1733'STATION HAS BEEN DESTROYED.  MONUMENT SEARCH LASTED 0.25 MAN-HOURS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1878 ***********************************************************************
 QD1878  FBN         -  This is a Federal Base Network Control Station.
 QD1878  DESIGNATION -  FOSS
 QD1878  PID         -  QD1878
 QD1878  STATE/COUNTY-  OR/WHEELER
 QD1878  USGS QUAD   -  FOSSIL NORTH (1970)
 QD1878
 QD1878                         *CURRENT SURVEY CONTROL
 QD1878  ___________________________________________________________________
 QD1878* NAD 83(2007)-  44 59 59.13126(N)    120 13 13.42590(W)     ADJUSTED  
 QD1878* NAVD 88     -       804.93   (meters)    2640.8    (feet)  N HEIGHT  
 QD1878  ___________________________________________________________________
 QD1878  EPOCH DATE  -        2007.00
 QD1878  X           -  -2,274,116.913 (meters)                     COMP
 QD1878  Y           -  -3,904,126.640 (meters)                     COMP
 QD1878  Z           -   4,487,884.332 (meters)                     COMP
 QD1878  LAPLACE CORR-           3.51  (seconds)                    DEFLEC99
 QD1878  ELLIP HEIGHT-         784.731 (meters)          (02/10/07) ADJUSTED
 QD1878  GEOID HEIGHT-         -20.16  (meters)                     GEOID03
 QD1878  DYNAMIC HT  -         804.74  (meters)    2640.2   (feet)  COMP
 QD1878
 QD1878  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 QD1878  Type    PID    Designation                      North   East  Ellip
 QD1878  -------------------------------------------------------------------
 QD1878  NETWORK QD1878 FOSS                              0.43   0.35   1.20
 QD1878  -------------------------------------------------------------------
 QD1878  MODELED GRAV-     980,364.1   (mgal)                       NAVD 88
 QD1878
 QD1878  VERT ORDER  -  THIRD
 QD1878
 QD1878.The horizontal coordinates were established by GPS observations
 QD1878.and adjusted by the National Geodetic Survey in February 2007.
 QD1878
 QD1878.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 QD1878.See www.ngs.noaa.gov/NationalReadjustment for more information.
 QD1878.The horizontal coordinates are valid at the epoch date displayed above.
 QD1878.The epoch date for horizontal control is a decimal equivalence
 QD1878.of Year/Month/Day.
 QD1878
 QD1878.The orthometric height was determined by differential leveling
 QD1878.and adjusted in April 1995.
 QD1878.The height was determined by precise leveling from only one NSRS
 QD1878.bench mark.  This was not adequate "tie leveling" to NSRS and was
 QD1878.allowed ONLY to validate the GPS-derived height.
 QD1878
 QD1878.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QD1878
 QD1878.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1878
 QD1878.The ellipsoidal height was determined by GPS observations
 QD1878.and is referenced to NAD 83.
 QD1878
 QD1878.The geoid height was determined by GEOID03.
 QD1878
 QD1878.The dynamic height is computed by dividing the NAVD 88
 QD1878.geopotential number by the normal gravity value computed on the
 QD1878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1878.degrees latitude (g = 980.6199 gals.).
 QD1878
 QD1878.The modeled gravity was interpolated from observed gravity values.
 QD1878
 QD1878;                    North         East     Units Scale Factor Converg.
 QD1878;SPC OR N     -   148,172.951 2,522,043.704   MT  0.99989891   +0 11 53.8
 QD1878;SPC OR N     -   486,131.73  8,274,421.60   iFT  0.99989891   +0 11 53.8
 QD1878;UTM  10      - 4,986,682.662   719,076.341   MT  1.00019019   +1 57 58.5
 QD1878
 QD1878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1878!SPC OR N     -   0.99987698  x   0.99989891  =   0.99977590
 QD1878!UTM  10      -   0.99987698  x   1.00019019  =   1.00006715
 QD1878
 QD1878                          SUPERSEDED SURVEY CONTROL
 QD1878
 QD1878  NAD 83(1998)-  44 59 59.12995(N)    120 13 13.42498(W) AD(       ) A
 QD1878  ELLIP H (04/24/00)  784.733  (m)                       GP(       ) 3 1
 QD1878  NAD 83(1991)-  44 59 59.12840(N)    120 13 13.42365(W) AD(       ) B
 QD1878  ELLIP H (02/25/91)  784.852  (m)                       GP(       ) 4 1
 QD1878  NAVD 88 (10/13/99)  804.93   (m)         2640.8    (f) LEVELING    3  
 QD1878  NGVD 29 (??/??/??)  803.82   (m)         2637.2    (f) N HEIGHT    3  
 QD1878
 QD1878.Superseded values are not recommended for survey control.
 QD1878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1878.See file dsdata.txt to determine how the superseded data were derived.
 QD1878
 QD1878_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGQ1907686683(NAD 83)
 QD1878_MARKER: DD = SURVEY DISK
 QD1878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD1878_SP_SET: CONCRETE POST
 QD1878_STAMPING: FOSS 1989
 QD1878_MARK LOGO: ORDT  
 QD1878_MAGNETIC: N = NO MAGNETIC MATERIAL
 QD1878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD1878+STABILITY: SURFACE MOTION
 QD1878_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QD1878+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2004
 QD1878
 QD1878  HISTORY     - Date     Condition        Report By
 QD1878  HISTORY     - 1989     MONUMENTED       ORDT
 QD1878  HISTORY     - 19900201 GOOD
 QD1878  HISTORY     - 19980531 GOOD             NGS
 QD1878  HISTORY     - 20001010 GOOD             OR-065
 QD1878  HISTORY     - 20040415 GOOD             ORBITE
 QD1878
 QD1878                          STATION DESCRIPTION
 QD1878
 QD1878'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1989
 QD1878'THE STATION IS LOCATED IN FOSSIL.
 QD1878'TO REACH FROM THE INTERSECTION OF FIRST STREET AND THE JOHN DAY
 QD1878'HIGHWYIN FOSSIL GO EAST ON FIRST STREET 0.35 KM (0.22 MI) TO THE MARK
 QD1878'ON THE RIGHT.
 QD1878'THE STATION IS 1.35 M (4.43 FT) NORTH OF THE NORTH FENCE AROUND THE
 QD1878'ARTHUR GLOVER CITY PARK, 13.72 M (45.01 FT) SOUTH OF THE CENTERLINE
 QD1878'OF FIRST STREET, 5.64 M (18.50 FT) EAST OF THE NORTHEAST CORNER OF
 QD1878'THE FENCE AROUND THE CONCRETE TENNIS COURT AND IS SET INTO A CONCRETE
 QD1878'POST FLUSH WITH THE GROUND.
 QD1878'DESCRIBED BY PHIL LEWELLYN OF ORDOT.
 QD1878
 QD1878                          STATION RECOVERY (1990)
 QD1878
 QD1878'RECOVERED 1990
 QD1878'RECOVERED IN GOOD CONDITION.
 QD1878
 QD1878                          STATION RECOVERY (1998)
 QD1878
 QD1878'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CLS)
 QD1878'THE STATION IS LOCATED IN THE NORTHWESTERN PART OF FOSSIL, ON THE
 QD1878'NORTHERN EDGE OF ARTHUR GLOVER CITY PARK.  OWNERSHIP--COMMUNITY OF
 QD1878'FOSSIL.  TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 19 (JOHN DAY
 QD1878'HIGHWAY) AND MAIN STREET IN CENTRAL FOSSIL, GO NORTH ON MAIN STREET
 QD1878'FOR 0.32 KM (0.20 MI) TO THE INTERSECTION OF FIRST STREET.  TURN LEFT,
 QD1878'WEST, ON FIRST STREET FOR 0.64 KM (0.40 MI) TO THE STATION ON THE
 QD1878'LEFT.  THE STATION IS AN OREGON PRIMARY GPS STATION SET IN TOP OF A 10
 QD1878'CM ROUND RAISED CONCRETE PORTION OF A 30 CM ROUND CONCRETE MONUMENT
 QD1878'RECESSED 4 CM BELOW GROUND.  IT IS 1.35 M (4.43 FT) NORTH FROM THE
 QD1878'NORTH FENCE AROUND THE ARTHUR GLOVER CITY PARK, 13.72 M (45.01 FT)
 QD1878'SOUTH FROM THE CENTER OF FIRST STREET, 5.64 M (18.50 FT) EAST FROM THE
 QD1878'NORTHEAST CORNER OF THE FENCE AROUND THE CONCRETE TENNIS COURT, 13.5 M
 QD1878'(44.3 FT) SOUTHWEST FROM A POWER POLE WITH TRANSFORMER NUMBER 7-5-10,
 QD1878'AND 1.55 M (5.09 FT) NORTHEAST FROM THE NORTHEAST CORNER OF A 80 CM X
 QD1878'160 CM CONCRETE BLOCK PLANTER BOX.
 QD1878
 QD1878                          STATION RECOVERY (2000)
 QD1878
 QD1878'RECOVERY NOTE BY WASCO COUNTY OREGON 2000 (DGI)
 QD1878'RECOVERED AS DESCRIBED
 QD1878'
 QD1878
 QD1878                          STATION RECOVERY (2004)
 QD1878
 QD1878'RECOVERY NOTE BY ORBITECH INC 2004 (SHG)
 QD1878'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1592 ***********************************************************************
 OA1592  DESIGNATION -  FOSSIL 2
 OA1592  PID         -  OA1592
 OA1592  STATE/COUNTY-  OR/COOS
 OA1592  USGS QUAD   -  CHARLESTON (1970)
 OA1592
 OA1592                         *CURRENT SURVEY CONTROL
 OA1592  ___________________________________________________________________
 OA1592* NAD 83(1991)-  43 21 27.84536(N)    124 18 41.42973(W)     ADJUSTED  
 OA1592* NAVD 88     -        11.     (meters)      36.     (feet)  SCALED    
 OA1592  ___________________________________________________________________
 OA1592  LAPLACE CORR-          16.20  (seconds)                    DEFLEC99
 OA1592  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 OA1592  HORZ ORDER  -  SECOND
 OA1592
 OA1592.The horizontal coordinates were established by classical geodetic methods
 OA1592.and adjusted by the National Geodetic Survey in October 1991.
 OA1592
 OA1592.The orthometric height was scaled from a topographic map.
 OA1592
 OA1592.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1592
 OA1592.The geoid height was determined by GEOID03.
 OA1592
 OA1592;                    North         East     Units Scale Factor Converg.
 OA1592;SPC OR S     -   194,877.815 1,191,152.577   MT  0.99990004   -2 36 27.5
 OA1592;SPC OR S     -   639,362.91  3,907,980.90   iFT  0.99990004   -2 36 27.5
 OA1592;UTM  10      - 4,801,377.048   393,722.829   MT  0.99973894   -0 54 01.8
 OA1592
 OA1592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1592!SPC OR S     -   1.00000238  x   0.99990004  =   0.99990242
 OA1592!UTM  10      -   1.00000238  x   0.99973894  =   0.99974132
 OA1592
 OA1592:                Primary Azimuth Mark                     Grid Az
 OA1592:SPC OR S     -  USCG EMPIRE RC BASE TWR                  006 04 27.6
 OA1592:UTM  10      -  USCG EMPIRE RC BASE TWR                  004 22 01.9
 OA1592
 OA1592|---------------------------------------------------------------------|
 OA1592| PID    Reference Object                     Distance      Geod. Az  |
 OA1592|                                                           dddmmss.s |
 OA1592| OA1510 USCG EMPIRE RC BASE TWR             APPROX. 2.8 KM 0032800.1 |
 OA1592| CE1499 FOSSIL 2 RM 1                         7.816 METERS 15812     |
 OA1592| OA1613 FOSSIL 3                              4.800 METERS 18810     |
 OA1592| OA1574 COOS BAY INNER RANGE R BEACON       APPROX. 2.0 KM 2233550.2 |
 OA1592| OA1576 CHARLESTON 2 RESET                  APPROX. 1.9 KM 2294044.7 |
 OA1592| OA1575 USCG COOS BAY BASE FLAGPOLE         APPROX. 1.8 KM 2322647.4 |
 OA1592| OA1603 USCG COOS BAY BASE LOT              APPROX. 2.2 KM 2491840.2 |
 OA1592| OA1587 NORTH JETTY WHARF LIGHT             APPROX. 0.8 KM 2844929.0 |
 OA1592| OA1571 HIGH FREQ DIRECTION FINDER STA      APPROX. 1.5 KM 3071747.3 |
 OA1592| OA1586 HIGH FREQ DIRECT FINDER E POLE      APPROX. 1.1 KM 3141918.0 |
 OA1592| OA1589 HUB 20                              APPROX. 1.1 KM 3201412.5 |
 OA1592|---------------------------------------------------------------------|
 OA1592
 OA1592                          SUPERSEDED SURVEY CONTROL
 OA1592
 OA1592  NAD 83(1986)-  43 21 27.84097(N)    124 18 41.47752(W) AD(       ) 2
 OA1592  NAD 27      -  43 21 28.44000(N)    124 18 37.05300(W) AD(       ) 2
 OA1592
 OA1592.Superseded values are not recommended for survey control.
 OA1592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1592.See file dsdata.txt to determine how the superseded data were derived.
 OA1592
 OA1592_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCP9372301377(NAD 83)
 OA1592
 OA1592  HISTORY     - Date     Condition        Report By
 OA1592  HISTORY     - 1889     MONUMENTED       CGS
 OA1592  HISTORY     - 1924     SEE DESCRIPTION  CGS
 OA1592  HISTORY     - 1945     SEE DESCRIPTION  CGS
 OA1592  HISTORY     - 1967     SEE DESCRIPTION  CGS
 OA1592  HISTORY     - 1970     SEE DESCRIPTION  NGS
 OA1592  HISTORY     - 1971     SEE DESCRIPTION  NGS
 OA1592  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 OA1592
 OA1592                          STATION DESCRIPTION
 OA1592
 OA1592'DESCRIBED BY COAST AND GEODETIC SURVEY 1889 (EFD)
 OA1592'ON THE POINT FORMING THE NE END OF ROCKY POINT.
 OA1592'
 OA1592'THE STATION IS MARKED BY A DRILL HOLE IN A ROCK 3 FEET BELOW
 OA1592'THE SURFACE.  THERE IS A LARGE BLAZED FIR TREE TO THE E OF THE
 OA1592'STATION.
 OA1592
 OA1592                          STATION RECOVERY (1924)
 OA1592
 OA1592'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1924 (EPM)
 OA1592'IN A CLEARING, ON THE TOP OF THE E BANK OF COOS BAY, ABOUT 3
 OA1592'MILES S OF EMPIRE, ON A POINT KNOWN AS FOSSIL POINT.  THE BANK
 OA1592'DROPS ABRUPTLY TO THE LEVEL OF THE BEACH ABOUT 5 METERS W OF THE
 OA1592'STATION.
 OA1592'
 OA1592'THE MARK USED IS A CONCRETE BLOCK BEARING THE LETTERS
 OA1592'U.S.E. WITH AN IRON PIPE SET IN ITS CENTER.
 OA1592
 OA1592                          STATION RECOVERY (1945)
 OA1592
 OA1592'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (KGC)
 OA1592'THE STATION IS ABOUT 1.3 MILES NE OF CHARLESTON, ON THE E SHORE
 OA1592'OF COOS BAY.  IT IS ON THE S POINT OF TWO SMALL POINTS FORMING
 OA1592'FOSSIL POINT.  IT IS 11 FEET E OF A 40-FOOT BLUFF AND 6 FEET S
 OA1592'OF A 40-FOOT BLUFF.
 OA1592'
 OA1592'STATION IS MARKED BY A BRONZE U.S. ARMY CONTROL STATION DISK
 OA1592'SET IN CONCRETE.  THERE IS NO MARKING ON THE DISK.  THE CONCRETE
 OA1592'BLOCK IS MARKED FOSSIL U.S.E.  THE MARK IS FLUSH WITH THE GROUND.
 OA1592'
 OA1592'REFERENCE MARK 1 IS A BRONZE DISK SET IN CONCRETE.  IT PROJECTS
 OA1592'3 INCHES ABOVE THE GROUND AND IS AT THE SAME ELEVATION AS THE
 OA1592'STATION.  IT IS 7.816 METERS (25.64 FEET) SE OF THE STATION.  DISK
 OA1592'IS STAMPED FOSSIL 2 1889 NO 1 1945.
 OA1592'
 OA1592'TO REACH THE STATION FROM THE EMPIRE POST OFFICE, GO SW TOWARD
 OA1592'CHARLESTON FOR 3.1 MILES TO FOSSIL POINT AND THE STATION.
 OA1592'
 OA1592'LETTER FROM DISTRICT ENGINEER, PORTLAND DISTRICT, PORTLAND,
 OA1592'OREGON, DATED OCTOBER 11, 1945--THIS STATION WAS RECOVERED IN
 OA1592'1924.  THE ENGINEER DEPARTMENT SET A CONCRETE BLOCK 12 BY 12
 OA1592'INCHES WITH A 1-INCH IRON PIPE FOR CENTER AND A BRONZE DISK WAS
 OA1592'SET AT THE SAME POINT.  THIS STATION WAS PROBABLY REMARKED BY
 OA1592'THE U.S.E.
 OA1592'
 OA1592'LETTER FROM LT. (J.G.) JOHN O. BOYER, U.S.C. AND G.S., DATED
 OA1592'OCTOBER 18, 1945--IT WAS ASSUMED THAT THE OLD AND NEW STATIONS
 OA1592'WERE THE SAME.
 OA1592'
 OA1592'LETTER FROM LT. COMDR. CHOVAN, U.S.C. AND G.S., DATED OCTOBER
 OA1592'8, 1945--AS FAR AS IT WAS ABLE TO ASCERTAIN, THIS WAS THE OLD
 OA1592'U.S.C. AND G.S. STATION RECOVERED BY THE U.S.E. AND REMARKED BY
 OA1592'THEM.
 OA1592
 OA1592                          STATION RECOVERY (1967)
 OA1592
 OA1592'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 OA1592'THE STATION MARK, AN UNSTAMPED U.S. ARMY CONTROL STATION DISK,
 OA1592'WAS RECOVERED AS DESCRIBED.  A HYDROGRAPHIC SIGNAL NOW STANDS
 OA1592'OVER THE MONUMENT.  THE REFERENCE MARK WAS SEARCHED FOR BUT NOT
 OA1592'RECOVERED.  A NEW TO REACH FOLLOWS.
 OA1592'
 OA1592'TO REACH THE STATION FROM THE CHARLESTON POST OFFICE, GO
 OA1592'NORTHEAST ACROSS SOUTH SLOUGH BRIDGE AND NORTH ON THE
 OA1592'CHARLESTON-EMPIRE HIGHWAY FOR 1.7 MILES TO FOSSIL POINT LANE ON
 OA1592'THE LEFT, TURN LEFT AND GO NORTHWEST ON FOSSIL POINT LANE FOR
 OA1592'0.15 MILE TO THE END OF THE ROAD AND THE END OF TRUCK TRAVEL AT
 OA1592'MR. C. J. WATERFALLS RESIDENCE, WHOSE ADDRESS IS, ROUTE 2, BOX
 OA1592'546, COOS BAY, OREGON.  HIKE TO THE NORTHWEST CORNER OF
 OA1592'MR. WATERFALLS LAWN AND THE STATION.
 OA1592
 OA1592                          STATION RECOVERY (1970)
 OA1592
 OA1592'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 OA1592'THE STATION MARK WAS RECOVERED IN AN UNSTABLE, RAPIDLY ERODING
 OA1592'BANK.  FOSSIL 3 WAS ESTABLISHED.  FOSSIL 2 WAS NOT DESTROYED AT
 OA1592'THE REQUEST OF THE PROPERTY OWNER, AS IT WOULD TEND TO ERODE THE
 OA1592'BANK MORE RAPIDLY.  THIS MONUMENT WAS USED AS A REFERENCE MARK
 OA1592'FOR TRIANGULATION STATION FOSSIL 3.  SOME CRIBBING WAS BUILT
 OA1592'ALONG THE BANK IN AN EFFORT TO RETARD THE EROSION.  AT THIS DATE
 OA1592'IT WAS DIFFICULT TO SET A TRIPOD OVER THIS MONUMENT.  THE
 OA1592'REFERENCE MARK WAS SEARCHED FOR BUT NOT RECOVERED, IT IS
 OA1592'BELIEVED TO HAVE BEEN DESTROYED WHEN THE GREENHOUSE WAS
 OA1592'BUILT.  SEE DESCRIPTION FOR TRIANGULATION STATION FOSSIL 3.
 OA1592'
 OA1592'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OA1592'2 MILES NORTH-NORTHEAST OF CHARLESTON.
 OA1592
 OA1592                          STATION RECOVERY (1971)
 OA1592
 OA1592'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (DRT)
 OA1592'THE STATION, FOSSIL 2, WAS RECOVERED EXACTLY AS DESCRIBED BY
 OA1592'L.F.S. IN 1970.  FOSSIL 3 WAS ALSO RECOVERED.  STATION IS
 OA1592'UNSUITABLE FOR A HI-FIX SITE.
 OA1592'
 OA1592'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OA1592'2 MILES NNE OF CHARLESTON.
 OA1592
 OA1592                          STATION RECOVERY (2001)
 OA1592
 OA1592'RECOVERY NOTE BY US POWER SQUADRON 2001 (AES)
 OA1592'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1613 ***********************************************************************
 OA1613  DESIGNATION -  FOSSIL 3
 OA1613  PID         -  OA1613
 OA1613  STATE/COUNTY-  OR/COOS
 OA1613  USGS QUAD   -  CHARLESTON (1970)
 OA1613
 OA1613                         *CURRENT SURVEY CONTROL
 OA1613  ___________________________________________________________________
 OA1613* NAD 83(1991)-  43 21 27.69140(N)    124 18 41.46002(W)     ADJUSTED  
 OA1613* NAVD 88     -        11.6    (meters)      38.     (feet)  VERTCON   
 OA1613  ___________________________________________________________________
 OA1613  LAPLACE CORR-          16.20  (seconds)                    DEFLEC99
 OA1613  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 OA1613  HORZ ORDER  -  THIRD
 OA1613
 OA1613.The horizontal coordinates were established by classical geodetic methods
 OA1613.and adjusted by the National Geodetic Survey in October 1991.
 OA1613
 OA1613.The NAVD 88 height was computed by applying the VERTCON shift value to
 OA1613.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OA1613
 OA1613.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1613
 OA1613.The geoid height was determined by GEOID03.
 OA1613
 OA1613;                    North         East     Units Scale Factor Converg.
 OA1613;SPC OR S     -   194,873.100 1,191,151.680   MT  0.99990004   -2 36 27.5
 OA1613;SPC OR S     -   639,347.44  3,907,977.95   iFT  0.99990004   -2 36 27.5
 OA1613;UTM  10      - 4,801,372.309   393,722.072   MT  0.99973894   -0 54 01.8
 OA1613
 OA1613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1613!SPC OR S     -   1.00000230  x   0.99990004  =   0.99990234
 OA1613!UTM  10      -   1.00000230  x   0.99973894  =   0.99974124
 OA1613
 OA1613|---------------------------------------------------------------------|
 OA1613| PID    Reference Object                     Distance      Geod. Az  |
 OA1613|                                                           dddmmss.s |
 OA1613| OA1592 FOSSIL 2                              4.800 METERS 00810     |
 OA1613| CE1500 FOSSIL 3 RM 2                        21.144 METERS 12226     |
 OA1613| OA1605 SOUTH SLOUGH CHAN LT 2              APPROX. 0.8 KM 2274742.1 |
 OA1613| OA1611 COOS BAY INSIDE RNG R LT            APPROX. 1.6 KM 2283410.4 |
 OA1613| OA1576 CHARLESTON 2 RESET                  APPROX. 1.9 KM 2294638.6 |
 OA1613| OA1610 COOS BAY RNG A R LT                 APPROX. 1.0 KM 2800044.7 |
 OA1613| OA1608 COOS BAY RNG A F LT                 APPROX. 0.8 KM 2972443.1 |
 OA1613|---------------------------------------------------------------------|
 OA1613
 OA1613                          SUPERSEDED SURVEY CONTROL
 OA1613
 OA1613  NAD 83(1986)-  43 21 27.68699(N)    124 18 41.50781(W) AD(       ) 3
 OA1613  NAD 27      -  43 21 28.28576(N)    124 18 37.08334(W) AD(       ) 3
 OA1613  NGVD 29 (07/19/86)   10.5    (m)           34.     (f) VERT ANG    3  
 OA1613
 OA1613.Superseded values are not recommended for survey control.
 OA1613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1613.See file dsdata.txt to determine how the superseded data were derived.
 OA1613
 OA1613_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCP9372201372(NAD 83)
 OA1613_MARKER: DS = TRIANGULATION STATION DISK
 OA1613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA1613_MAGNETIC: N = NO MAGNETIC MATERIAL
 OA1613_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OA1613+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2001
 OA1613
 OA1613  HISTORY     - Date     Condition        Report By
 OA1613  HISTORY     - 1970     MONUMENTED       NGS
 OA1613  HISTORY     - 1970     GOOD             NGS
 OA1613  HISTORY     - 1977     GOOD             NOS
 OA1613  HISTORY     - 20010317 GOOD             USPSQD
 OA1613
 OA1613                          STATION DESCRIPTION
 OA1613
 OA1613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 OA1613'THE STATION IS 6 MILES SOUTHWEST OF EMPIRE, 2 MILES
 OA1613'NORTH-NORTHEAST OF CHARLESTON, ON THE EAST SHORE OF COOS BAY, AT
 OA1613'FOSSIL POINT, IN THE NORTHWEST CORNER OF PROPERTY OWNED BY MR. C.
 OA1613'J.  WATERFALL.
 OA1613'
 OA1613'TO REACH THE STATION FROM THE CHARLESTON POST OFFICE GO NORTHEAST
 OA1613'ACROSS SOUTH SLOUGH BRIDGE, AND NORTH ON THE CHARLESTON-EMPIRE
 OA1613'HIGHWAY FOR 1.7 MILES TO FOSSIL POINT LANE ON THE LEFT, TURN LEFT,
 OA1613'AND GO NORTH ON THE LANE FOR 0.15 MILE TO THE END OF THE ROAD AT
 OA1613'THE RESIDENCE OF MR. C. J. WATERFALL, AND THE STATION IN THE
 OA1613'NORTHWEST CORNER OF THE PROPERTY.
 OA1613'
 OA1613'THE STATION MARK, STAMPED FOSSIL 3 1970, IS A STANDARD DISK SET IN A
 OA1613'10-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH, 38.5 FEET WEST OF
 OA1613'THE NORTHWEST CORNER OF MR. WATERFALLS RESIDENCE, 17 FEET SOUTH OF
 OA1613'THE TOP OF THE BANK, 15 FEET SOUTH OF HYDRO SIGNAL, 14 FEET NORTH
 OA1613'OF A PINE TREE, 12.5 FEET WEST-SOUTHWEST OF A GREENHOUSE, AND 10
 OA1613'FEET WEST OF THE TOP OF THE BANK.
 OA1613'
 OA1613'REFERENCE MARK NO. 2, STAMPED FOSSIL 3 NO 2 1970, IS A STANDARD DISK
 OA1613'CEMENTED IN A DRILL HOLE IN THE SIDEWALK ON THE NORTH SIDE OF THE
 OA1613'CARPORT, 17.5 FEET SOUTH-SOUTHWEST OF A UTILITY SHED, 6 FEET WEST
 OA1613'OF THE NORTHEAST CORNER OF THE SIDEWALK, AND 3.5 FEET NORTHWEST OF
 OA1613'THE NORTHEAST CORNER OF THE CARPORT.
 OA1613'
 OA1613'FOSSIL 2 1889, WAS USED FOR REFERENCE MARK NO. 3.  IT IS AN UNSTAMPED
 OA1613'U.S. ARMY CONTROL STATION DISK SET IN A 12-INCH SQUARE CONCRETE
 OA1613'MONUMENT THAT IS FLUSH, 18 FEET WEST-NORTHWEST OF THE NORTHWEST
 OA1613'CORNER OF THE GREENHOUSE, 1 FOOT SOUTH OF THE EDGE OF THE BANK, AND 1
 OA1613'FOOT NORTH OF A HYDRO SIGNAL.
 OA1613'
 OA1613'THERE WAS NO SUITABLE PLACE TO ESTABLISH AN AZIMUTH MARK FOR THIS
 OA1613'STATION.
 OA1613
 OA1613                          STATION RECOVERY (1970)
 OA1613
 OA1613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (DRT)
 OA1613'STATION, FOSSIL 3, AND REFERENCE MARK NO. 2 WERE RECOVERED IN GOOD
 OA1613'CONDITION.  STATION IS UNSUITABLE FOR A HI-FIX SITE.
 OA1613'
 OA1613'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES NNE
 OA1613'OF CHARLESTON.
 OA1613
 OA1613                          STATION RECOVERY (1977)
 OA1613
 OA1613'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1977 (RBM)
 OA1613'THE STATION, REFERENCE MARK 2, AND FOSSIL 2 1899
 OA1613'(REFERENCE MARK 3) WERE RECOVERED IN GOOD CONDITION AS
 OA1613'DESCRIBED IN 1970.
 OA1613'
 OA1613'HEIGHT OF THE SIGNAL WAS 1.32 METERS.
 OA1613
 OA1613                          STATION RECOVERY (2001)
 OA1613
 OA1613'RECOVERY NOTE BY US POWER SQUADRON 2001 (AES)
 OA1613'RECOVERED REFERENCE MARK 2 . PROPERTY OWNER SAYS FOSSIL 3 REMAINS
 OA1613'BURIED UNDER LAWN.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1593 ***********************************************************************
 QD1593  DESIGNATION -  FOSTER
 QD1593  PID         -  QD1593
 QD1593  STATE/COUNTY-  OR/JEFFERSON
 QD1593  USGS QUAD   -  SEEKSEEQUA JUNCTION (1992)
 QD1593
 QD1593                         *CURRENT SURVEY CONTROL
 QD1593  ___________________________________________________________________
 QD1593* NAD 83(2007)-  44 39 52.88204(N)    121 18 45.78534(W)     ADJUSTED  
 QD1593* NAVD 88     -       766.3    (meters)    2514.     (feet)  GPS OBS   
 QD1593  ___________________________________________________________________
 QD1593  EPOCH DATE  -        2007.00
 QD1593  X           -  -2,361,760.297 (meters)                     COMP
 QD1593  Y           -  -3,882,471.615 (meters)                     COMP
 QD1593  Z           -   4,461,446.330 (meters)                     COMP
 QD1593  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 QD1593  ELLIP HEIGHT-         744.679 (meters)          (02/10/07) ADJUSTED
 QD1593  GEOID HEIGHT-         -21.64  (meters)                     GEOID03
 QD1593
 QD1593  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 QD1593  Type    PID    Designation                      North   East  Ellip
 QD1593  -------------------------------------------------------------------
 QD1593  NETWORK QD1593 FOSTER                            0.43   0.29   1.25
 QD1593  -------------------------------------------------------------------
 QD1593
 QD1593.The horizontal coordinates were established by GPS observations
 QD1593.and adjusted by the National Geodetic Survey in February 2007.
 QD1593
 QD1593.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 QD1593.See www.ngs.noaa.gov/NationalReadjustment for more information.
 QD1593.The horizontal coordinates are valid at the epoch date displayed above.
 QD1593.The epoch date for horizontal control is a decimal equivalence
 QD1593.of Year/Month/Day.
 QD1593
 QD1593.The orthometric height was determined by GPS observations and a
 QD1593.high-resolution geoid model.
 QD1593
 QD1593.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QD1593
 QD1593.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1593
 QD1593.The ellipsoidal height was determined by GPS observations
 QD1593.and is referenced to NAD 83.
 QD1593
 QD1593.The geoid height was determined by GEOID03.
 QD1593
 QD1593;                    North         East     Units Scale Factor Converg.
 QD1593;SPC OR N     -   111,226.459 2,435,552.500   MT  0.99993303   -0 34 34.9
 QD1593;SPC OR N     -   364,916.20  7,990,657.81   iFT  0.99993303   -0 34 34.9
 QD1593;UTM  10      - 4,947,087.410   633,757.222   MT  0.99982001   +1 11 10.5
 QD1593
 QD1593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1593!SPC OR N     -   0.99988325  x   0.99993303  =   0.99981629
 QD1593!UTM  10      -   0.99988325  x   0.99982001  =   0.99970328
 QD1593
 QD1593|---------------------------------------------------------------------|
 QD1593| PID    Reference Object                     Distance      Geod. Az  |
 QD1593|                                                           dddmmss.s |
 QD1593| CF3510 FOSTER RM 2                           6.136 METERS 00605     |
 QD1593| QD1596 FOSTER AZ MK 2                      APPROX. 1.2 KM 2064006.3 |
 QD1593| CF3509 FOSTER RM 1                           9.460 METERS 28543     |
 QD1593|---------------------------------------------------------------------|
 QD1593
 QD1593                          SUPERSEDED SURVEY CONTROL
 QD1593
 QD1593  NAD 83(1998)-  44 39 52.88085(N)    121 18 45.78548(W) AD(       ) B
 QD1593  ELLIP H (02/26/02)  744.675  (m)                       GP(       ) 3 2
 QD1593  NAD 83(1991)-  44 39 52.87976(N)    121 18 45.78517(W) AD(       ) 2
 QD1593  NAD 83(1986)-  44 39 52.88890(N)    121 18 45.78574(W) AD(       ) 2
 QD1593  NAD 27      -  44 39 53.46400(N)    121 18 41.60700(W) AD(       ) 2
 QD1593  NGVD 29 (07/19/86)  764.4    (m)         2508.     (f) VERT ANG    3  
 QD1593
 QD1593.Superseded values are not recommended for survey control.
 QD1593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1593.See file dsdata.txt to determine how the superseded data were derived.
 QD1593
 QD1593_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ3375747087(NAD 83)
 QD1593_MARKER: DS = TRIANGULATION STATION DISK
 QD1593_SETTING: 80 = SET IN A BOULDER
 QD1593_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QD1593_STAMPING: FOSTER 1946
 QD1593_MARK LOGO: CGS   
 QD1593_MAGNETIC: N = NO MAGNETIC MATERIAL
 QD1593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD1593+STABILITY: SURFACE MOTION
 QD1593_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QD1593+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2000
 QD1593
 QD1593  HISTORY     - Date     Condition        Report By
 QD1593  HISTORY     - 1946     MONUMENTED       CGS
 QD1593  HISTORY     - 1974     SEE DESCRIPTION  NGS
 QD1593  HISTORY     - 20001010 GOOD             BIA
 QD1593
 QD1593                          STATION DESCRIPTION
 QD1593
 QD1593'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 QD1593'THE STATION IS LOCATED ABOUT 11 MILES, AIRLINE, WEST OF MADRAS,
 QD1593'7 MILES, AIRLINE, SOUTH SOUTHWEST OF WARM SPRINGS INDIAN AGENCY
 QD1593'AND ABOUT 4 MILES, AIRLINE, WEST OF THE JUNCTION OF SEEKSEEKWA
 QD1593'CREEK AND THE DESCHUTES RIVER ON A ROUNDED ROCK COVERED HILL.  THE
 QD1593'HILL IS THE HIGHEST IN THE LOCALITY.  IT IS 58 FEET SOUTHEAST OF
 QD1593'DEAD TWIN JUNIPER TREE, 150 FEET WEST OF THE HIGHEST POINT OF
 QD1593'THE HILL AND 50 FEET NORTH NORTHEAST OF THE SOUTH WEST SLOPE OF
 QD1593'THE HILL.  IT IS A STANDARD DISK, STAMPED FOSTER 1946, SET IN
 QD1593'A DRILL HOLE IN A BOULDER 3 X 2 FEET PROJECTING 6 INCHES ABOVE
 QD1593'THE SURFACE OF THE GROUND.
 QD1593'
 QD1593'REFERENCE MARK NO. 1 IS NORTH NORTHEAST OF THE STATION.  IT IS
 QD1593'34 FEET EAST OF A DEAD TWIN JUNIPER TREE.  IT IS A STANDARD DISK,
 QD1593'STAMPED FOSTER NO 1 1946, SET IN A DRILL HOLE IN A TRIANGULAR
 QD1593'SHAPED BOULDER PROJECTING 6 INCHES ABOVE THE SURFACE OF THE
 QD1593'GROUND.
 QD1593'
 QD1593'REFERENCE MARK NO. 2 IS WEST NORTHWEST OF THE STATION.  IT IS A
 QD1593'STANDARD DISK, STAMPED, FOSTER NO 2 1946, SET IN A DRILL HOLE IN
 QD1593'A BOULDER 2 X 4 FEET PROJECTING 14 INCHES ABOVE THE SURFACE OF
 QD1593'THE GROUND.
 QD1593'
 QD1593'THE AZIMUTH MARK IS ABOUT 1 MILE SOUTHWEST OF THE STATION IN
 QD1593'THE TRIANGLE FORMED BY THE FORKS OF A ROAD.  IT IS 13 FEET
 QD1593'NORTHWEST OF THE CENTERLINE OF THE SOUTH FORK, 10 FEET SOUTHEAST
 QD1593'OF THE CENTERLINE OF THE NORTH FORK, 56 FEET NORTH NORTHEAST OF
 QD1593'THE CENTERLINE OF THE INTERSECTION OF THE FORKS AND 95 FEET
 QD1593'NORTHEAST OF A 2 FOOT JUNIPER TREE.  IT IS A STANDARD DISK,
 QD1593'STAMPED FOSTER 1946, WELDED ON TOP A 3 INCH CASTIRON SOILPIPE
 QD1593'PROJECTING 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 QD1593'
 QD1593'TO REACH THE STATION FROM WARM SPRINGS INDIAN AGENCY, GO
 QD1593'SOUTHWEST ON BLACK TOP ROAD FOR 0.3 MILE TO A FORKS, JUST AFTER
 QD1593'CROSSING SHITIKE CREEK, TAKE LEFT FORK AND GO ABOUT 100 YARDS TO
 QD1593'A FORKS.  TAKE RIGHT FORK, KEEPING TO THE RIGHT SIDE OF THE
 QD1593'BUILDING, AND GO 4.0 MILES TO A FORKS, TAKE LEFT FORK AND
 QD1593'CONTINUE FOR 1.1 MILES TO A CROSS ROADS AND A WINDMILL ON THE
 QD1593'RIGHT.  CONTINUE STRAIGHT AHEAD ON MAIN TRAVELED ROAD FOR 2.5
 QD1593'MILES TO A FORKS.  TAKE LEFT FORK, CROSS SMALL WOODEN BRIDGE,
 QD1593'AND GO 2.7 MILES TO A FORKS.  TAKE RIGHT FORK, AS PER SIGN
 QD1593'METOLIUS BENCH, AND GO 1.5 MILES TO A FORKS AND THE AZIMUTH
 QD1593'MARK AS DESCRIBED.  TURN SHARP RIGHT ON OLD TRACK ROAD FOR 1.0
 QD1593'MILE TO THE HIGHEST POINT OF THE HILL AND THE STATION AS
 QD1593'DESCRIBED.
 QD1593
 QD1593                          STATION RECOVERY (1974)
 QD1593
 QD1593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 QD1593'THE STATION MARK, AND BOTH REFERENCE MARKS WERE RECOVERED IN
 QD1593'GOOD CONDITION AS DESCRIBED.  THE AZIMUTH MARK HAD BEEN
 QD1593'DESTROYED.  FOSTER AZIMUTH 2 WAS ESTABLISHED.  THE ORIGINAL TO
 QD1593'REACH IS OBSOLETE.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 QD1593'
 QD1593'THE STATION IS ON RANGE LAND, IN THE NORTHWEST 1/4 SECTION 33,
 QD1593'RANGE 12 E, TOWNSHIP 10 S.
 QD1593'
 QD1593'TO REACH THE STATION FROM THE WARM SPRINGS POST OFFICE GO
 QD1593'NORTHEAST FOR 0.05 MILE TO U.S. HIGHWAY 26, TURN RIGHT, AND GO
 QD1593'EAST ON U.S. HIGHWAY 26 FOR 1.7 MILES TO A MACADAM ROAD RIGHT,
 QD1593'JUST BEFORE CROSSING THE DESCHUTES RIVER.  TURN RIGHT, AND GO
 QD1593'SOUTH ON JACKSON TRAIL ROAD FOR 9.0 MILES TO A SIDE ROAD LEFT AT
 QD1593'THE END OF THE MACADAM, TURN LEFT, AND CONTINUE SOUTH ON JACKSON
 QD1593'TRAIL ROAD FOR 2.6 MILES TO A SIDE ROAD RIGHT, TURN RIGHT, AND
 QD1593'GO WEST ON ROAD M 200 FOR 1.3 MILES TO A FORK, (TO REACH
 QD1593'FOSTER AZIMUTH 2 CONTINUE WEST FOR 0.25 MILE TO THE MARK),
 QD1593'TAKE THE RIGHT FORK, LEAVING THE MAIN TRAVELED ROAD, AND GO
 QD1593'NORTH ON A TRACK ROAD FOR 0.55 MILE, HERE LEAVE THE TRACK
 QD1593'ROAD BY TURNING RIGHT, AND GO EAST, ACROSS COUNTRY FOR 0.15
 QD1593'MILE TO THE END OF TRUCK TRAVEL.  PACK EAST FOR 5 MINUTES TO
 QD1593'THE FIRST SUMMIT, AND STATION.
 QD1593'
 QD1593'THE STATION MARK, STAMPED FOSTER 1946, IS A STANDARD DISK
 QD1593'CEMENTED IN A DRILL HOLE IN A 2 BY 3 FOOT BOULDER THAT PROJECTS
 QD1593'5-INCHES.  IT IS 2 FEET NORTHEAST OF A ROCK CAIRN.  (NOTE 4)
 QD1593'
 QD1593'REFERENCE MARK NO. 1, STAMPED FOSTER NO 1 1946, IS A STANDARD
 QD1593'DISK CEMENTED IN A DRILL HOLE IN A 2 BY 3 FOOT BOULDER THAT
 QD1593'PROJECTS 5-INCHES, 2 FEET EAST OF A ROCK CAIRN, AND LEVEL WITH
 QD1593'THE STATION.  (NOTE 12C)
 QD1593'
 QD1593'REFERENCE MARK NO. 2, STAMPED FOSTER NO 2 1946, IS A STANDARD
 QD1593'DISK CEMENTED IN A DRILL HOLE IN A 2 BY 4 FOOT BOULDER THAT
 QD1593'PROJECTS 10-INCHES, 2 FEET SOUTH OF A ROCK CAIRN, AND 0.5 FOOT
 QD1593'HIGHER THAN THE STATION.  (NOTE 12C)
 QD1593'
 QD1593'FOSTER AZIMUTH 2, STAMPED FOSTER 1946 AZ 2 NO 3 1974, IS A
 QD1593'REFERENCE MARK DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT
 QD1593'THAT PROJECTS 3-INCHES, 90 FEET WEST OF THE EAST POINT OF THE
 QD1593'TRIANGLE, 36 FEET SOUTH OF THE CENTER OF ROAD M 200, 33 FEET
 QD1593'NORTHEAST OF A 3-FOOT JUNIPER TREE, 31 FEET NORTHWEST OF THE
 QD1593'CENTER OF ROAD M 201, AND 1 FOOT EAST OF A METAL WITNESS
 QD1593'POST.  (NOTE 11A)
 QD1593'
 QD1593'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QD1593'7 MILES SOUTHWEST OF WARM SPRINGS.
 QD1593
 QD1593                          STATION RECOVERY (2000)
 QD1593
 QD1593'RECOVERY NOTE BY BUREAU OF INDIAN AFFAIRS 2000 (TS)
 QD1593'THE STATION IS LOCATED ABOUT 17.7 KM (11.0 MI), AIRLINE,
 QD1593'WEST-NORTHWEST OF MADRAS, 11.2 KM
 QD1593'(7.0 MI), AIRLINE, SOUTH-SOUTHWEST OF WARM SPRINGS, 6.4 KM (4.0 MI)
 QD1593'WEST OF THE JUNCTION OF
 QD1593'SEEKSEEQUA CREEK AND THE DESCHUTES RIVER, ON TOP OF THE HIGHEST
 QD1593'ROUNDED ROCK
 QD1593'COVERED HILL IN VICINITY, IN NORTHWEST 1/4 SECTION 33, RANGE 12 E,
 QD1593'TOWNSHIP 10 S.
 QD1593'OWNERSHIP -- WARM SPRINGS INDIAN RESERVATION.
 QD1593' 
 QD1593'TO REACH THE STATION FROM THE POST OFFICE IN WARM SPRINGS, GO NORTH ON
 QD1593'PAVED ROAD FOR
 QD1593'0.1 KM (0.05 MI) TO THE JUNCTION OF U.S. HIGHWAY 26.  TURN RIGHT,
 QD1593'EAST, ON HIGHWAY 26 FOR 2.7
 QD1593'KM (1.7 MI) TO THE JUNCTION OF JACKSON TRAIL ROAD (BIA 24 ROAD) JUST
 QD1593'BEFORE CROSSING THE
 QD1593'DESCHUTES RIVER.  TURN RIGHT, SOUTHERLY, ON JACKSON TRAIL ROAD (BIA 24
 QD1593'ROAD) FOR 14.5 KM
 QD1593'(9.0 MI) TO A JUNCTION WITH M-300 ROAD AHEAD.  TURN LEFT, SOUTHERLY,
 QD1593'ON JACKSON CREEK TRAIL
 QD1593'(BIA 24 ROAD), FOR 4.2 KM (2.6 MI) TO THE JUNCTION OF GRAVEL ROAD
 QD1593'M-200 ON THE RIGHT.  TURN
 QD1593'RIGHT, WESTERLY, ON M-200 FOR 2.1 KM (1.3 MI) TO THE JUNCTION OF A
 QD1593'DIRT TRACK ROAD.  TURN
 QD1593'RIGHT, NORTH, ON TRACK ROAD FOR 0.8 KM (0.5 MI) TO A JEEP TRAIL.  TURN
 QD1593'OFF TRACK ROAD ONTO
 QD1593'JEEP TRAIL UP STEEP HILL FOR 0.5 KM (0.3 MI) TO TOP OF HILL AND
 QD1593'STATION.
 QD1593' 
 QD1593'THE STATION IS A STANDARD COAST AND GEODETIC SURVEY DISK CEMENTED INTO
 QD1593'A DRILL HOLE
 QD1593'IN TOP OF A 60 CM X 1.0 M (2 FT X 3 FT) BOULDER PROJECTING 15 CM (5
 QD1593'IN) ABOVE GROUND.  IT IS 15.2
 QD1593'M (50.0 FT) NORTH-NORTHEAST OF THE SOUTHWEST SLOPE OF THE HILL.
 QD1593' 
 QD1593' 
 QD1593'
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0856 ***********************************************************************
 NY0856  DESIGNATION -  FOSTER
 NY0856  PID         -  NY0856
 NY0856  STATE/COUNTY-  OR/LAKE
 NY0856  USGS QUAD   -  FOSTER BUTTE (1980)
 NY0856
 NY0856                         *CURRENT SURVEY CONTROL
 NY0856  ___________________________________________________________________
 NY0856* NAD 83(1991)-  42 56 13.05144(N)    120 58 21.07269(W)     ADJUSTED  
 NY0856* NAVD 88     -      2064.9    (meters)    6775.     (feet)  VERTCON   
 NY0856  ___________________________________________________________________
 NY0856  LAPLACE CORR-           4.16  (seconds)                    DEFLEC99
 NY0856  GEOID HEIGHT-         -20.62  (meters)                     GEOID03
 NY0856  HORZ ORDER  -  SECOND
 NY0856
 NY0856.The horizontal coordinates were established by classical geodetic methods
 NY0856.and adjusted by the National Geodetic Survey in October 1991.
 NY0856
 NY0856.The NAVD 88 height was computed by applying the VERTCON shift value to
 NY0856.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NY0856
 NY0856.The Laplace correction was computed from DEFLEC99 derived deflections.
 NY0856
 NY0856.The geoid height was determined by GEOID03.
 NY0856
 NY0856;                    North         East     Units Scale Factor Converg.
 NY0856;SPC OR S     -   141,215.743 1,461,434.835   MT  0.99990274   -0 19 23.8
 NY0856;SPC OR S     -   463,306.24  4,794,733.71   iFT  0.99990274   -0 19 23.8
 NY0856;UTM  10      - 4,755,808.450   665,427.929   MT  0.99993668   +1 22 53.1
 NY0856
 NY0856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NY0856!SPC OR S     -   0.99967951  x   0.99990274  =   0.99958228
 NY0856!UTM  10      -   0.99967951  x   0.99993668  =   0.99961621
 NY0856
 NY0856|---------------------------------------------------------------------|
 NY0856| PID    Reference Object                     Distance      Geod. Az  |
 NY0856|                                                           dddmmss.s |
 NY0856| NY0854 FOSTER BUTTE                          5.866 METERS 06731     |
 NY0856| NY0853 FREMONT POINT LOOKOUT TOWER         APPROX.13.8 KM 1245509.6 |
 NY0856| CD6571 FOSTER RM 2                           7.479 METERS 14202     |
 NY0856| CD6572 FOSTER RM 3                          10.675 METERS 14808     |
 NY0856| CD6570 FOSTER AZ MK                                       1803737.8 |
 NY0856| NY0858 SYCAN BUTTE LOT                     APPROX. 8.5 KM 2053001.7 |
 NY0856| NY0873 YAMSAY MT                           APPROX.31.7 KM 2685118.3 |
 NY0856|---------------------------------------------------------------------|
 NY0856
 NY0856                          SUPERSEDED SURVEY CONTROL
 NY0856
 NY0856  NAD 83(1986)-  42 56 13.05936(N)    120 58 21.08106(W) AD(       ) 2
 NY0856  NAD 27      -  42 56 13.53200(N)    120 58 17.12200(W) AD(       ) 2
 NY0856  NGVD 29 (07/19/86) 2063.6    (m)         6770.     (f) VERT ANG    3  
 NY0856
 NY0856.Superseded values are not recommended for survey control.
 NY0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0856.See file dsdata.txt to determine how the superseded data were derived.
 NY0856
 NY0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFN6542855808(NAD 83)
 NY0856_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NY0856_SETTING: 80 = SET IN A BOULDER
 NY0856_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 NY0856
 NY0856  HISTORY     - Date     Condition        Report By
 NY0856  HISTORY     - 1948     MONUMENTED       CGS
 NY0856  HISTORY     - 1953     SEE DESCRIPTION  CGS
 NY0856  HISTORY     - 1971     SEE DESCRIPTION  NGS
 NY0856
 NY0856                          STATION DESCRIPTION
 NY0856
 NY0856'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MTP)
 NY0856'THE STATION IS LOCATED ON THE HIGHEST POINT OF FOSTER BUTTE, WHICH
 NY0856'IS ABOUT 13 MILES WEST-NORTHWEST OF SUMMER LAKE AND 14 MILES
 NY0856'SOUTH-SOUTHWEST OF SILVER LAKE.
 NY0856'
 NY0856'THE STATION MARK IS A STANDARD DISK SET IN AN 8 X 10 INCH BOULDER
 NY0856'PROJECTING 2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS ON
 NY0856'THE HIGHEST POINT OF FOSTER BUTTE, AND 10 FEET EAST OF THE WEST
 NY0856'EDGE OF THE HILL.  IT IS STAMPED FOSTER 1948.
 NY0856'
 NY0856'REFERENCE MARK NO. 1 IS A U.S. DEPARTMENT OF AGRICULTURE, FOREST
 NY0856'SERVICE MARK STAMPED 1935.  IT IS SET IN A 1 X 1-1/2 FOOT BOULDER
 NY0856'PROJECTING 3 FEET ABOVE THE GROUND.  IT IS ABOUT 25 FEET BELOW
 NY0856'THE STATION MARK AND ON THE EAST SIDE OF THE HILL.
 NY0856'
 NY0856'REFERENCE MARK NO 2 IS A STANDARD DISK SET IN A 1 X 2 FOOT BOULDER
 NY0856'THAT IS LEVEL WITH THE GROUND ON THE WEST SIDE AND PROJECTS 2 FEET
 NY0856'ON THE EAST SIDE.  IT IS 1 FOOT LOWER THAN THE STATION MARK AND
 NY0856'IS 4 FEET EAST OF THE WEST EDGE OF THE HILL.  IT IS STAMPED FOSTER
 NY0856'NO 2 1948.
 NY0856'
 NY0856'THE AZIMUTH MARK IS A STANDARD DISK SET IN A 10 X 12 INCH BOULDER
 NY0856'WHICH PROJECTS 10 INCHES ABOVE THE GROUND.  IT IS 3 FEET NORTHEAST
 NY0856'OF A WHITE WITNESS POST, 9 FEET NORTHWEST OF THE CENTER LINE OF A
 NY0856'MAIN TRAVELED ROAD LEADING TO STATION, AND 41 FEET SOUTHEAST OF A
 NY0856'24 INCH PINE TREE MARKED WITH A TRIANGLE BLAZE.  IT IS SET IN AN
 NY0856'OPEN GRASSY AREA AND IS STAMPED FOSTER 1948.
 NY0856'
 NY0856'TO REACH THE STATION FROM BEATTY, GO EAST ON STATE HIGHWAY 66
 NY0856'FOR 9.0 MILES TO A SIDE ROAD LEFT.  GO NORTH AS PER SIGN HORSE
 NY0856'GLADES FOR 15.0 MILES TO A LUMBER CAMP.  CONTINUE EAST THROUGH
 NY0856'CAMP, ACROSS TRACKS, AND FOLLOW MAIN TRAVELED ROAD AND SIGNS TO
 NY0856'SHAKE BUTTE FOR 7.6 MILES TO A FORK AFTER CROSSING A RAILROAD.
 NY0856'TAKE RIGHT FORK AND GO 0.1 MILE TO ANOTHER RIGHT FORK.  HERE TAKE
 NY0856'RIGHT FORK AND GO EAST ON CINDER PAVED ROAD FOR 3.8 MILES TO FORK
 NY0856'AND END OF CINDERS.  TAKE LEFT FORK AND GO NORTH ON MAIN
 NY0856'TRAVELED ROAD TO CURRIER CAMP AND SILVER LAKE FOR 14.2 MILES
 NY0856'TO FORK.  TAKE RIGHT FORK AS PER SIGN SILVER LAKE 25 AND GO NORTH
 NY0856'FOR 5.0 MILES TO A SIDE ROAD RIGHT.  TAKE RIGHT FORK AS PER
 NY0856'SIGN FOSTER FLAT GUARD STATION 2 AND GO NORTH 1.5 MILES TO A
 NY0856'4 FOOT PINE TREE ON THE LEFT WITH A SECTION MARKER NAILED ON THE
 NY0856'TREE.  THIS WILL BE THE END OF TRUCK TRAVEL.  FROM HERE PACK
 NY0856'WEST AND UP RIDGE TO THE HIGHEST POINT OF HILL AND STATION
 NY0856'SITE, ABOUT A 45 MINUTE BACK PACK.
 NY0856'
 NY0856'TO REACH THE AZIMUTH MARK FROM THE END OF TRUCK TRAVEL GO SOUTH
 NY0856'ON MAIN TRAVELED ROAD FOR 0.4 MILE TO AN OPEN GRASSY AREA AND
 NY0856'AZIMUTH MARK ON THE SOUTH AND RIGHT.
 NY0856
 NY0856                          STATION RECOVERY (1953)
 NY0856
 NY0856'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CTH)
 NY0856'THE STATION, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 NY0856'RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.  THE
 NY0856'DESCRIPTION IS ADEQUATE ALTHOUGH IT IS ADVISABLE TO MAKE INQUIRY
 NY0856'AT LOGGING CAMP FOR CONDITION OF ROADS.
 NY0856
 NY0856                          STATION RECOVERY (1971)
 NY0856
 NY0856'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 NY0856'THE STATION MARK, AND REFERENCE MARK NO. 1 WERE RECOVERED IN GOOD
 NY0856'CONDITION.  REFERENCE MARK NO. 2 HAD BEEN DESTROYED.  REFERENCE
 NY0856'MARK NO. 3 WAS ESTABLISHED.  THE AZIMUTH MARK WAS SEARCHED FOR
 NY0856'BUT NOT RECOVERED.  LANDMARKS HAVE CHANGED.  A NEW AND COMPLETE
 NY0856'DESCRIPTION FOLLOWS.
 NY0856'
 NY0856'THE STATION IS ON GOVERNMENT OWNED LAND IN THE SOUTHWEST 1/4
 NY0856'SECTION 29, TOWNSHIP 30 S, RANGE 15 E.
 NY0856'
 NY0856'TO REACH THE STATION FROM THE SILVER LAKE POST OFFICE GO NORTH
 NY0856'FOR 0.1 MILE TO STATE HIGHWAY 31, TURN LEFT, AND GO WEST ON STATE
 NY0856'HIGHWAY 31 FOR 0.4 MILE TO A SIDE ROAD LEFT, AT THE SIGN, EAST BAY
 NY0856'CAMP GROUNDS, TURN LEFT AS PER SIGN, AND GO SOUTH ON THE GRAVELED
 NY0856'ROAD, AND FOREST SERVICE ROAD 2823 FOR 13.3 MILES TO A SIDE ROAD
 NY0856'LEFT, TURN LEFT, AND GO SOUTHEAST ON FOREST SERVICE ROAD 3022
 NY0856'FOR 1.4 MILES TO A SIDE ROAD RIGHT, TURN RIGHT, AND GO SOUTHEAST
 NY0856'ON FOREST SERVICE ROAD 3006 FOR 0.8 MILE TO A SIDE ROAD RIGHT,
 NY0856'JUST AFTER CROSSING HAWK CREEK, TURN RIGHT, AND CONTINUE
 NY0856'EASTERLY ON FOREST SERVICE ROAD 3006 FOR 2.8 MILES TO A
 NY0856'REVERSE Y, TURN SHARP LEFT, AND GO NORTHEAST ON FOREST SERVICE
 NY0856'ROAD 3036 FOR 0.1 MILE TO A FORK, TAKE THE LEFT FORK, AND
 NY0856'CONTINUE NORTHEAST ON FOREST SERVICE ROAD 3036 FOR 1.7 MILES TO A
 NY0856'TRACK ROAD LEFT, JUST AFTER PASSING POWER LINE TOWER NO. 2 ON
 NY0856'LINE 1, MILE 110, TURN LEFT, AND GO NORTH ON THE EAST SHOULDER OF
 NY0856'THE RIDGE FOR 0.7 MILE TO THE END OF THE ROAD, AND THE END OF
 NY0856'TRUCK TRAVEL.  PACK WEST UP THE STEEP SLOPE TO THE FIRST
 NY0856'SUMMIT, AND STATION.  LENGTH OF PACK IS 1/2 HOUR.
 NY0856'
 NY0856'THE STATION MARK, STAMPED FOSTER 1948, IS A STANDARD DISK CEMENTED
 NY0856'IN A DRILL HOLE IN A 1 BY 1 FOOT BOULDER THAT PROJECTS 2 INCHES.  IT
 NY0856'IS ON THE HIGHEST PART OF THE BUTTE.
 NY0856'
 NY0856'REFERENCE MARK NO. 1, STAMPED 1935, IS A DEPARTMENT OF AGRICULTURE,
 NY0856'FOREST SERVICE DISK CEMENTED IN A DRILL HOLE IN A 2 BY 2 FOOT
 NY0856'BOULDER THAT PROJECTS 3 FEET, ON THE NORTHEAST SIDE OF THE RIDGE,
 NY0856'AND 12 FEET LOWER THAN THE STATION.
 NY0856'
 NY0856'REFERENCE MARK NO. 3, STAMPED NO 3 1968, IS A U.S. GEOLOGICAL
 NY0856'SURVEY REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN A 2 BY 2
 NY0856'FOOT BEDROCK THAT PROJECTS 4 INCHES, 5 FEET NORTHEAST OF THE TOP
 NY0856'OF THE RIDGE, AND 2 FEET LOWER THAN THE STATION.
 NY0856'
 NY0856'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NY0856'14 MILES SOUTHEAST OF SILVER LAKE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1594 ***********************************************************************
 QD1594  DESIGNATION -  FOSTER AZ MK
 QD1594  PID         -  QD1594
 QD1594  STATE/COUNTY-  OR/JEFFERSON
 QD1594  USGS QUAD   -  SEEKSEEQUA JUNCTION (1992)
 QD1594
 QD1594                         *CURRENT SURVEY CONTROL
 QD1594  ___________________________________________________________________
 QD1594* NAD 83(1991)-  44 39 18.59390(N)    121 19 09.44477(W)     ADJUSTED  
 QD1594* NAVD 88     -       650.6    (meters)    2135.     (feet)  VERTCON   
 QD1594  ___________________________________________________________________
 QD1594  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 QD1594  GEOID HEIGHT-         -21.63  (meters)                     GEOID03
 QD1594  HORZ ORDER  -  THIRD
 QD1594
 QD1594.The horizontal coordinates were established by classical geodetic methods
 QD1594.and adjusted by the National Geodetic Survey in October 1991.
 QD1594
 QD1594.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1594.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1594
 QD1594.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1594
 QD1594.The geoid height was determined by GEOID03.
 QD1594
 QD1594;                    North         East     Units Scale Factor Converg.
 QD1594;SPC OR N     -   110,173.438 2,435,020.630   MT  0.99993450   -0 34 51.7
 QD1594;SPC OR N     -   361,461.41  7,988,912.83   iFT  0.99993450   -0 34 51.7
 QD1594;UTM  10      - 4,946,018.651   633,258.048   MT  0.99981837   +1 10 53.2
 QD1594
 QD1594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1594!SPC OR N     -   0.99990139  x   0.99993450  =   0.99983590
 QD1594!UTM  10      -   0.99990139  x   0.99981837  =   0.99971978
 QD1594
 QD1594:                Primary Azimuth Mark                     Grid Az
 QD1594:SPC OR N     -  FOSTER                                   026 47 58.4
 QD1594:UTM  10      -  FOSTER                                   025 02 13.5
 QD1594
 QD1594|---------------------------------------------------------------------|
 QD1594| PID    Reference Object                     Distance      Geod. Az  |
 QD1594|                                                           dddmmss.s |
 QD1594| QD1593 FOSTER                              APPROX. 1.2 KM 0261306.7 |
 QD1594|---------------------------------------------------------------------|
 QD1594
 QD1594                          SUPERSEDED SURVEY CONTROL
 QD1594
 QD1594  NAD 83(1986)-  44 39 18.60303(N)    121 19 09.44532(W) AD(       ) 3
 QD1594  NAD 27      -  44 39 19.18000(N)    121 19 05.26600(W) AD(       ) 3
 QD1594  NGVD 29 (07/19/86)  649.5    (m)         2131.     (f) VERT ANG    3  
 QD1594
 QD1594.Superseded values are not recommended for survey control.
 QD1594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1594.See file dsdata.txt to determine how the superseded data were derived.
 QD1594
 QD1594_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ3325846019(NAD 83)
 QD1594_MARKER: Z = SEE DESCRIPTION
 QD1594_SETTING: 0 = UNSPECIFIED SETTING
 QD1594_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD1594
 QD1594  HISTORY     - Date     Condition        Report By
 QD1594  HISTORY     - 1946     MONUMENTED       CGS
 QD1594  HISTORY     - 1974     SEE DESCRIPTION  NGS
 QD1594
 QD1594                          STATION DESCRIPTION
 QD1594
 QD1594'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 QD1594'THE STATION IS LOCATED ABOUT 11 MILES, AIRLINE, WEST OF MADRAS, 8
 QD1594'MILES, AIRLINE SOUTH SOUTHWEST OF WARM SPRINGS INDIAN AGENCY AND
 QD1594'ABOUT 4 MILES, AIRLINE, WEST OF THE JUNCTION OF SEEKSEEKWA CREEK
 QD1594'AND THE DESCHUTES RIVER IN A TRIANGLE FORMED BY A FORKS OF DIRT
 QD1594'TRACK ROADS.  IT IS 13 FEET NORTHWEST OF THE CENTERLINE OF THE
 QD1594'SOUTH FORK, 10 FEET SOUTHEAST OF THE CENTERLINE OF THE NORTH
 QD1594'FORK, 56 FEET NORTH NORTHEAST OF THE CENTERLINE OF THE
 QD1594'INTERSECTION OF THE FORKS AND 95 FEET NORTHEAST OF A 2 FOOT JUNIPER
 QD1594'TREE.  IT IS A STANDARD DISK, STAMPED FOSTER 1946, WELDED ON
 QD1594'TOP OF A 3 INCH CAST IRON SOILPIPE PROJECTING 6 INCHES ABOVE THE
 QD1594'SURFACE OF THE GROUND.
 QD1594'
 QD1594'TO REACH THE STATION FROM THE WARM SPRINGS INDIAN AGENCY, GO
 QD1594'SOUTHWEST ON BLACK TOP ROAD FOR 0.3 MILE TO A FORKS, JUST AFTER
 QD1594'CROSSING SHITIKE CREEK, TAKE LEFT FORK AND GO ABOUT 100 YARDS TO
 QD1594'A FORKS.  TAKE RIGHT FORK, KEEPING TO THE RIGHT OF THE BUILDING,
 QD1594'AND GO 4.0 MILES TO A FORKS, TAKE LEFT FORK AND CONTINUE FOR 1.1
 QD1594'MILES TO A CROSS ROADS AND A WINDMILL ON THE RIGHT.  CONTINUE
 QD1594'STRAIGHT AHEAD ON MAIN TRAVELED ROAD FOR 2.5 MILES TO A FORKS.
 QD1594'TAKE LEFT FORK, CROSS SMALL WOODEN BRIDGE, AND GO 2.7 MILES TO
 QD1594'A FORKS.  TAKE RIGHT FORK, AS PER SIGN METOLIUS BENCH, AND GO 1.5
 QD1594'MILES TO A FORKS AND THE STATION AS DESCRIBED.
 QD1594
 QD1594                          STATION RECOVERY (1974)
 QD1594
 QD1594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 QD1594'THE STATION HAS BEEN DESTROYED.  TRIANGULATION STATION FOSTER
 QD1594'AZIMUTH 2 WAS ESTABLISHED.  SEE DESCRIPTION THEREOF.
 QD1594'
 QD1594'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QD1594'8 MILES SOUTHWEST OF WARM SPRINGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1596 ***********************************************************************
 QD1596  DESIGNATION -  FOSTER AZ MK 2
 QD1596  PID         -  QD1596
 QD1596  STATE/COUNTY-  OR/JEFFERSON
 QD1596  USGS QUAD   -  SEEKSEEQUA JUNCTION (1992)
 QD1596
 QD1596                         *CURRENT SURVEY CONTROL
 QD1596  ___________________________________________________________________
 QD1596* NAD 83(1991)-  44 39 18.23246(N)    121 19 10.16468(W)     NO CHECK  
 QD1596* NAVD 88     -       651.1    (meters)    2136.     (feet)  VERTCON   
 QD1596  ___________________________________________________________________
 QD1596  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 QD1596  GEOID HEIGHT-         -21.63  (meters)                     GEOID03
 QD1596  HORZ ORDER  -  THIRD
 QD1596
 QD1596.The horizontal coordinates were established by classical geodetic methods
 QD1596.and adjusted by the National Geodetic Survey in October 1991.
 QD1596.No horizontal observational check was made to the station.
 QD1596
 QD1596.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1596.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1596
 QD1596.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1596
 QD1596.The geoid height was determined by GEOID03.
 QD1596
 QD1596;                    North         East     Units Scale Factor Converg.
 QD1596;SPC OR N     -   110,162.443 2,435,004.657   MT  0.99993451   -0 34 52.2
 QD1596;SPC OR N     -   361,425.34  7,988,860.42   iFT  0.99993451   -0 34 52.2
 QD1596;UTM  10      - 4,946,007.171   633,242.423   MT  0.99981832   +1 10 52.7
 QD1596
 QD1596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1596!SPC OR N     -   0.99990131  x   0.99993451  =   0.99983583
 QD1596!UTM  10      -   0.99990131  x   0.99981832  =   0.99971965
 QD1596
 QD1596:                Primary Azimuth Mark                     Grid Az
 QD1596:SPC OR N     -  FOSTER                                   027 14 41.4
 QD1596:UTM  10      -  FOSTER                                   025 28 56.5
 QD1596
 QD1596|---------------------------------------------------------------------|
 QD1596| PID    Reference Object                     Distance      Geod. Az  |
 QD1596|                                                           dddmmss.s |
 QD1596| QD1593 FOSTER                              APPROX. 1.2 KM 0263949.2 |
 QD1596|---------------------------------------------------------------------|
 QD1596
 QD1596                          SUPERSEDED SURVEY CONTROL
 QD1596
 QD1596  NAD 83(1986)-  44 39 18.24159(N)    121 19 10.16522(W) AD(       ) 3
 QD1596  NAD 27      -  44 39 18.81684(N)    121 19 05.98697(W) AD(       ) 3
 QD1596  NGVD 29 (07/19/86)  650.0    (m)         2133.     (f) VERT ANG    3  
 QD1596
 QD1596.Superseded values are not recommended for survey control.
 QD1596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1596.See file dsdata.txt to determine how the superseded data were derived.
 QD1596
 QD1596_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ3324246007(NAD 83)
 QD1596_MARKER: DZ = AZIMUTH MARK DISK
 QD1596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD1596_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QD1596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD1596+STABILITY: SURFACE MOTION
 QD1596
 QD1596  HISTORY     - Date     Condition        Report By
 QD1596  HISTORY     - 1974     MONUMENTED       NGS
 QD1596
 QD1596                          STATION DESCRIPTION
 QD1596
 QD1596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 QD1596'THE STATION IS 8 MILES SOUTHWEST OF WARM SPRINGS, IN THE SOUTHEAST
 QD1596'1/4 SECTION 32, RANGE 12 E, TOWNSHIP 10 S.
 QD1596'
 QD1596'TO REACH THE STATION FROM THE WARM SPRINGS POST OFFICE GO NORTHEAST
 QD1596'FOR 0.05 MILE TO U.S. HIGHWAY 26, TURN RIGHT, AND GO EAST ON U.S.
 QD1596'HIGHWAY 26 FOR 1.7 MILES TO A MACADAM ROAD RIGHT, JUST BEFORE
 QD1596'CROSSING THE DESCHUTES RIVER, TURN RIGHT, AND GO SOUTH ON JACKSON
 QD1596'TRAIL ROAD FOR 9.0 MILES TO A SIDE ROAD LEFT, AT THE END OF THE
 QD1596'MACADAM, TURN LEFT, AND CONTINUE SOUTH ON JACKSON TRAIL ROAD FOR
 QD1596'2.6 MILES TO A SIDE ROAD RIGHT, TURN RIGHT, AND GO WEST ON ROAD
 QD1596'M 200 FOR 1.55 MILES TO THE JUNCTION WITH ROAD M 201, AT A FORK, AND
 QD1596'THE STATION IN THE TRIANGLE FORMED BY THE TWO ROADS.
 QD1596'
 QD1596'THE STATION MARK, STAMPED FOSTER 1946 AZ 2 NO 3 1974, IS A STANDARD
 QD1596'REFERENCE MARK DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT
 QD1596'PROJECTS 3-INCHES, 90 FEET WEST OF THE EAST POINT OF THE TRIANGLE,
 QD1596'36 FEET SOUTH OF THE CENTER OF ROAD M 200, 33 FEET NORTHEAST OF A
 QD1596'3-FOOT LONE JUNIPER TREE, 31 FEET NORTHWEST OF THE CENTER OF ROAD
 QD1596'M 201, AND 1 FOOT EAST OF A METAL WITNESS POST.
 QD1596'
 QD1596'NOTE--AN UNDERGROUND MARK, CONSISTING OF A STANDARD REFERENCE MARK
 QD1596'DISK, STAMPED FOSTER 1946 AZ 2 NO 3 1974, WAS SET IN CONCRETE 3-FEET
 QD1596'BELOW THE SURFACE.
 QD1596'
 QD1596'NEAREST TOWN--WARM SPRINGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0854 ***********************************************************************
 NY0854  DESIGNATION -  FOSTER BUTTE
 NY0854  PID         -  NY0854
 NY0854  STATE/COUNTY-  OR/LAKE
 NY0854  USGS QUAD   -  FOSTER BUTTE (1980)
 NY0854
 NY0854                         *CURRENT SURVEY CONTROL
 NY0854  ___________________________________________________________________
 NY0854* NAD 83(1991)-  42 56 13.12416(N)    120 58 20.83363(W)     ADJUSTED  
 NY0854* NAVD 88     -      2065.     (meters)    6775.     (feet)  SCALED    
 NY0854  ___________________________________________________________________
 NY0854  LAPLACE CORR-           4.15  (seconds)                    DEFLEC99
 NY0854  GEOID HEIGHT-         -20.62  (meters)                     GEOID03
 NY0854  HORZ ORDER  -  SECOND
 NY0854
 NY0854.The horizontal coordinates were established by classical geodetic methods
 NY0854.and adjusted by the National Geodetic Survey in October 1991.
 NY0854
 NY0854.The orthometric height was scaled from a topographic map.
 NY0854
 NY0854.The Laplace correction was computed from DEFLEC99 derived deflections.
 NY0854
 NY0854.The geoid height was determined by GEOID03.
 NY0854
 NY0854;                    North         East     Units Scale Factor Converg.
 NY0854;SPC OR S     -   141,217.956 1,461,440.267   MT  0.99990274   -0 19 23.6
 NY0854;SPC OR S     -   463,313.50  4,794,751.53   iFT  0.99990274   -0 19 23.6
 NY0854;UTM  10      - 4,755,810.824   665,433.293   MT  0.99993670   +1 22 53.3
 NY0854
 NY0854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NY0854!SPC OR S     -   0.99967945  x   0.99990274  =   0.99958222
 NY0854!UTM  10      -   0.99967945  x   0.99993670  =   0.99961617
 NY0854
 NY0854                          SUPERSEDED SURVEY CONTROL
 NY0854
 NY0854  NAD 83(1986)-  42 56 13.13209(N)    120 58 20.84201(W) AD(       ) 2
 NY0854  NAD 27      -  42 56 13.60000(N)    120 58 16.89900(W) AD(       ) 2
 NY0854
 NY0854.Superseded values are not recommended for survey control.
 NY0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0854.See file dsdata.txt to determine how the superseded data were derived.
 NY0854
 NY0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFN6543355811(NAD 83)
 NY0854
 NY0854  HISTORY     - Date     Condition        Report By
 NY0854  HISTORY     - 1935     MONUMENTED       USFS
 NY0854
 NY0854                          STATION DESCRIPTION
 NY0854
 NY0854'DESCRIBED BY US FOREST SERVICE 1935 (NS)
 NY0854'SIGHTS TAKEN ON TARGET.  DISK NOT AT TARGET.
 NY0854'
 NY0854'THIS INTERSECTED POSITION IS THAT OF A USFS TARGET ON FOSTER
 NY0854'BUTTE, WHICH IS SITUATED ABOUT 15 MILES SOUTHERLY FROM SILVER
 NY0854'LAKE.  THE TARGET IS ON THE HIGHEST POINT OF THE BUTTE.  A USFS
 NY0854'DISK IS CEMENTED INTO ROCK, 7.70 METERS (25.25 FEET) NORTHEAST OF
 NY0854'THE TARGET IN AZIMUTH 230 DEG, BY COMPASS.  TO REACH STATION FROM
 NY0854'SILVER LAKE TOWN, GO SOUTH 16 MILES TO FOSTER FLAT, THENCE WALK
 NY0854'1.5 MILES WEST TO SUMMIT, NO TRAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0855 ***********************************************************************
 NY0855  DESIGNATION -  FOSTER BUTTE TARGET
 NY0855  PID         -  NY0855
 NY0855  STATE/COUNTY-  OR/LAKE
 NY0855  USGS QUAD   -  FOSTER BUTTE (1980)
 NY0855
 NY0855                         *CURRENT SURVEY CONTROL
 NY0855  ___________________________________________________________________
 NY0855* NAD 83(1991)-  42 56 12.96931(N)    120 58 20.95972(W)     ADJUSTED  
 NY0855* NAVD 88     -      2065.     (meters)    6775.     (feet)  SCALED    
 NY0855  ___________________________________________________________________
 NY0855  LAPLACE CORR-           4.16  (seconds)                    DEFLEC99
 NY0855  GEOID HEIGHT-         -20.62  (meters)                     GEOID03
 NY0855  HORZ ORDER  -  THIRD
 NY0855
 NY0855.The horizontal coordinates were established by classical geodetic methods
 NY0855.and adjusted by the National Geodetic Survey in October 1991.
 NY0855
 NY0855.The orthometric height was scaled from a topographic map.
 NY0855
 NY0855.The Laplace correction was computed from DEFLEC99 derived deflections.
 NY0855
 NY0855.The geoid height was determined by GEOID03.
 NY0855
 NY0855;                    North         East     Units Scale Factor Converg.
 NY0855;SPC OR S     -   141,213.194 1,461,437.382   MT  0.99990274   -0 19 23.7
 NY0855;SPC OR S     -   463,297.88  4,794,742.07   iFT  0.99990274   -0 19 23.7
 NY0855;UTM  10      - 4,755,805.978   665,430.551   MT  0.99993669   +1 22 53.2
 NY0855
 NY0855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NY0855!SPC OR S     -   0.99967945  x   0.99990274  =   0.99958222
 NY0855!UTM  10      -   0.99967945  x   0.99993669  =   0.99961616
 NY0855
 NY0855                          SUPERSEDED SURVEY CONTROL
 NY0855
 NY0855  NAD 83(1986)-  42 56 12.97628(N)    120 58 20.96843(W) AD(       ) 4
 NY0855  NAD 27      -  42 56 13.44000(N)    120 58 17.15900(W) AD(       ) 3
 NY0855
 NY0855.Superseded values are not recommended for survey control.
 NY0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0855.See file dsdata.txt to determine how the superseded data were derived.
 NY0855
 NY0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFN6543155806(NAD 83)
 NY0855
 NY0855  HISTORY     - Date     Condition        Report By
 NY0855  HISTORY     - 1935     MONUMENTED       USFS
 NY0855
 NY0855                          STATION DESCRIPTION
 NY0855
 NY0855'DESCRIBED BY US FOREST SERVICE 1935
 NY0855'SEE STATION FOSTER BUTTE USFS
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2428 ***********************************************************************
 QE2428  DESIGNATION -  FOUL
 QE2428  PID         -  QE2428
 QE2428  STATE/COUNTY-  OR/LINCOLN
 QE2428  USGS QUAD   -  DEPOE BAY (1984)
 QE2428
 QE2428                         *CURRENT SURVEY CONTROL
 QE2428  ___________________________________________________________________
 QE2428* NAD 83(1991)-  44 46 14.96307(N)    124 04 21.89286(W)     ADJUSTED  
 QE2428* NAVD 88     -        19.     (meters)      62.     (feet)  SCALED    
 QE2428  ___________________________________________________________________
 QE2428  LAPLACE CORR-          21.93  (seconds)                    DEFLEC99
 QE2428  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 QE2428  HORZ ORDER  -  THIRD
 QE2428
 QE2428.The horizontal coordinates were established by classical geodetic methods
 QE2428.and adjusted by the National Geodetic Survey in October 1991.
 QE2428
 QE2428.The orthometric height was scaled from a topographic map.
 QE2428
 QE2428.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2428
 QE2428.The geoid height was determined by GEOID03.
 QE2428
 QE2428;                    North         East     Units Scale Factor Converg.
 QE2428;SPC OR N     -   128,947.594 2,217,294.610   MT  0.99991856   -2 32 01.5
 QE2428;SPC OR N     -   423,056.41  7,274,588.62   iFT  0.99991856   -2 32 01.5
 QE2428;UTM  10      - 4,958,051.948   415,114.630   MT  0.99968860   -0 45 20.0
 QE2428
 QE2428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2428!SPC OR N     -   1.00000076  x   0.99991856  =   0.99991932
 QE2428!UTM  10      -   1.00000076  x   0.99968860  =   0.99968936
 QE2428
 QE2428:                Primary Azimuth Mark                     Grid Az
 QE2428:SPC OR N     -  YAQUINA HEAD LIGHTHOUSE                  185 25 56.7
 QE2428:UTM  10      -  YAQUINA HEAD LIGHTHOUSE                  183 39 15.2
 QE2428
 QE2428|---------------------------------------------------------------------|
 QE2428| PID    Reference Object                     Distance      Geod. Az  |
 QE2428|                                                           dddmmss.s |
 QE2428| QE2442 YAQUINA HEAD LIGHTHOUSE             APPROX.10.5 KM 1825355.2 |
 QE2428| QE1171 WEATHER                             267.355 METERS 30953     |
 QE2428| QE1167 CAVE                                APPROX. 1.6 KM 3554944.5 |
 QE2428|---------------------------------------------------------------------|
 QE2428
 QE2428                          SUPERSEDED SURVEY CONTROL
 QE2428
 QE2428  NAD 83(1986)-  44 46 15.04406(N)    124 04 21.94117(W) AD(       ) 3
 QE2428  NAD 83(1986)-  44 46 15.09101(N)    124 04 21.92748(W) AD(       ) 3
 QE2428  NAD 27      -  44 46 15.66700(N)    124 04 17.53200(W) AD(       ) 3
 QE2428
 QE2428.Superseded values are not recommended for survey control.
 QE2428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2428.See file dsdata.txt to determine how the superseded data were derived.
 QE2428
 QE2428_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ1511558052(NAD 83)
 QE2428
 QE2428  HISTORY     - Date     Condition        Report By
 QE2428  HISTORY     - 1927     MONUMENTED       CGS
 QE2428  HISTORY     - 1934     SEE DESCRIPTION  CGS
 QE2428
 QE2428                          STATION DESCRIPTION
 QE2428
 QE2428'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (GLB)
 QE2428'THIS IS A TEMPORARY STATION AND IS UNMARKED.
 QE2428
 QE2428                          STATION RECOVERY (1934)
 QE2428
 QE2428'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (LAM)
 QE2428'THIS TEMPORARY, UNMARKED STATION WAS ABOUT 875 FEET SE OF
 QE2428'STATION WEATHER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2414 ***********************************************************************
 QE2414  DESIGNATION -  FOULWEATHER RESET
 QE2414  PID         -  QE2414
 QE2414  STATE/COUNTY-  OR/LINCOLN
 QE2414  USGS QUAD   -  DEPOE BAY (1984)
 QE2414
 QE2414                         *CURRENT SURVEY CONTROL
 QE2414  ___________________________________________________________________
 QE2414* NAD 83(1991)-  44 45 21.37904(N)    124 03 01.54298(W)     ADJUSTED  
 QE2414* NAVD 88     -       316.0    (meters)    1037.     (feet)  VERTCON   
 QE2414  ___________________________________________________________________
 QE2414  LAPLACE CORR-          20.84  (seconds)                    DEFLEC99
 QE2414  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 QE2414  HORZ ORDER  -  FIRST
 QE2414
 QE2414.The horizontal coordinates were established by classical geodetic methods
 QE2414.and adjusted by the National Geodetic Survey in October 1991.
 QE2414
 QE2414.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE2414.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE2414
 QE2414.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2414
 QE2414.The geoid height was determined by GEOID03.
 QE2414
 QE2414;                    North         East     Units Scale Factor Converg.
 QE2414;SPC OR N     -   127,217.400 2,218,986.906   MT  0.99992038   -2 31 04.5
 QE2414;SPC OR N     -   417,379.92  7,280,140.77   iFT  0.99992038   -2 31 04.5
 QE2414;UTM  10      - 4,956,375.491   416,859.394   MT  0.99968500   -0 44 22.7
 QE2414
 QE2414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2414!SPC OR N     -   0.99995417  x   0.99992038  =   0.99987455
 QE2414!UTM  10      -   0.99995417  x   0.99968500  =   0.99963918
 QE2414
 QE2414:                Primary Azimuth Mark                     Grid Az
 QE2414:SPC OR N     -  IRON                                     184 09 32.9
 QE2414:UTM  10      -  IRON                                     182 22 51.1
 QE2414
 QE2414|---------------------------------------------------------------------|
 QE2414| PID    Reference Object                     Distance      Geod. Az  |
 QE2414|                                                           dddmmss.s |
 QE2414| QE2445 IRON                                APPROX. 7.0 KM 1813828.4 |
 QE2414| QE2507 YAQUINA OLD LIGHTHOUSE              APPROX.14.7 KM 1835404.0 |
 QE2414| QE2442 YAQUINA HEAD LIGHTHOUSE             APPROX. 9.1 KM 1943830.3 |
 QE2414|---------------------------------------------------------------------|
 QE2414
 QE2414                          SUPERSEDED SURVEY CONTROL
 QE2414
 QE2414  NAD 83(1986)-  44 45 21.41416(N)    124 03 01.57551(W) AD(       ) 1
 QE2414  NAD 83(1986)-  44 45 21.41427(N)    124 03 01.57107(W) AD(       ) 1
 QE2414  NAD 27      -  44 45 21.99686(N)    124 02 57.15909(W) AD(       ) 1
 QE2414  NGVD 29 (07/19/86)  315.0    (m)         1033.     (f) VERT ANG    3  
 QE2414
 QE2414.Superseded values are not recommended for survey control.
 QE2414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2414.See file dsdata.txt to determine how the superseded data were derived.
 QE2414
 QE2414_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ1685956375(NAD 83)
 QE2414
 QE2414  HISTORY     - Date     Condition        Report By
 QE2414  HISTORY     - 1965     MONUMENTED       CGS
 QE2414  HISTORY     - 1927     SEE DESCRIPTION  CGS
 QE2414  HISTORY     - 1951     SEE DESCRIPTION  CGS
 QE2414  HISTORY     - 1952     SEE DESCRIPTION  CGS
 QE2414  HISTORY     - 1965     SEE DESCRIPTION  CGS
 QE2414  HISTORY     - 1972     SEE DESCRIPTION  NGS
 QE2414
 QE2414                          STATION DESCRIPTION
 QE2414
 QE2414'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 QE2414'STATION IS ABOUT 10 MILES N OF NEWPORT, 1-1/2 MILES NE OF OTTER
 QE2414'ROCK, 3/4 MILE E OF THE OREGON COAST HIGHWAY, AND 50 METERS W OF
 QE2414'THE HIGHEST POINT ON THE CAPE FOULWEATHER.  THE S SIDE OF THE
 QE2414'STATION HILL IS BARE, AND THE GENERAL LOCATION OF THE STATION IS
 QE2414'APPARENT FROM THE BEACH TO THE S BECAUSE OF A CLEARED LINE
 QE2414'THROUGH THE TIMBER TO THE N OF THE STATION.  THE STATION IS AT
 QE2414'THE CENTER OF THE CLEARED LINE AND ABOUT 25 METERS FROM THE S
 QE2414'TIMBER LINE.  IT IS MARKED AT THE SURFACE BY A STANDARD BRONZE
 QE2414'DISK IN A BOULDER, AND UNDERGROUND BY A QUART BOTTLE SET IN
 QE2414'CONCRETE 20 INCHES BELOW THE SURFACE.  A REFERENCE MARK SET
 QE2414'IN 1908, CONSISTING OF A SHALLOW DRILL HOLE IN A SMALL
 QE2414'BOULDER 4 INCHES BELOW THE SURFACE, IS 7.26 METERS (23.8
 QE2414'FEET) FROM THE STATION IN AZIMUTH ABOUT 138 DEG.  ANOTHER
 QE2414'REFERENCE MARK SET IN 1927, CONSISTING OF A 1-INCH IRON PIPE 4
 QE2414'FEET LONG PROJECTING 1 FOOT ABOVE THE SURFACE, IS 8.11 METERS
 QE2414'(26.6 FEET) FROM THE STATION IN AZIMUTH 139 DEG.  TWO
 QE2414'WITNESS MARKS, EACH CONSISTING OF A TRIANGULAR BLAZE IN A
 QE2414'14-INCH SPRUCE ARE, RESPECTIVELY, 11.0 METERS (36.1 FEET) FROM
 QE2414'THE STATION IN AZIMUTH 133 DEG AND 11.9 METERS (39.0 FEET) IN
 QE2414'AZIMUTH 40 DEG.  ANOTHER WITNESS MARK, A SQUARE BLAZE IN A
 QE2414'20-INCH SPRUCE, IS 13.7 METERS (44.9 FEET) FROM THE STATION
 QE2414'IN AZIMUTH 43 DEG.
 QE2414
 QE2414                          STATION RECOVERY (1951)
 QE2414
 QE2414'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (ANS)
 QE2414'STATION MARK ONLY WAS RECOVERED.  CONDITIONS PREVENTED SEARCH
 QE2414'FOR REFERENCE AND WITNESS MARKS.  PREVIOUS DESCRIPTION IS
 QE2414'INADEQUATE.  THE LOOKOUT AND FORMER TRAILS WERE ABANDONED IN
 QE2414'1938 AND NO REMAINS OF THEM WERE FOUND.
 QE2414'
 QE2414'STATION IS LOCATED ON A MOUNTAIN, 3.5 MILES SSE OF DEPOE BAY, 1
 QE2414'MILE NE OF OTTER ROCK, AND 3/4 MILE E OF THE SHORELINE.  TOP OF
 QE2414'MOUNTAIN COVERED BY VIRGIN TIMBER AND DENSE BRUSH, ALL SIDE
 QE2414'SLOPES LOGGED OFF.  TOP REPORTED TO BE LOGGED OFF SOON BY SMALL
 QE2414'OPERATOR NOW WORKING ON NW SLOPE 1/4 MILE BELOW TOP, IN AREA
 QE2414'PREVIOUSLY LOGGED.  MARK IS AT W END OF TOP, ON GROUND SLOPING
 QE2414'NW AND BELOW HIGHEST POINT WHERE LOOKOUT STOOD, AND NEAR WHERE
 QE2414'RIDGE STARTS BREAKING MORE RAPIDLY TOWARD SEA.  IT IS ABOUT 3
 QE2414'METERS FROM THE S STEEP SLOPE, IN TIMBER NEAR EDGE OF LOGGED
 QE2414'OFF AREA ON N AND NW SLOPE, AND IS A STANDARD DISK, STAMPED,
 QE2414'AND SET IN MOSS-COVERED ROCK MOUNDED UP ABOUT 6 INCHES.  (A
 QE2414'WHITE HANDKERCHIEF WAS TIED IN BRUSH 5 FEET ABOVE MARK.)
 QE2414'
 QE2414'LINES CLEARED IN EARLIER YEARS NOT READILY DETECTED.  TO THE S
 QE2414'THEY ARE GROWN TO DENSE BRUSH.  TO THE N DETECTION IS DIFFICULT
 QE2414'BECAUSE OF BEING IN EDGE OF LOGGED OFF GROUND.  THE MAP TOPOGRAPHIC
 QE2414'DETAILS ARE UNRELIABLE.  RIDGE LEADING NW PARALLEL TO COAST
 QE2414'JOINS STATION RIDGE AT E END, NEAR PROBABLE POSITION OF OLD
 QE2414'LOOKOUT.  LINES FROM STATION TO DEPOE BAY PASS THROUGH SADDLE OF
 QE2414'THE RIDGE LEADING TO NW.
 QE2414'
 QE2414'TO REACH STATION GO S ON HIGHWAY 101 FROM THE BRIDGE AT DEPOE
 QE2414'BAY FOR 5.25 MILES (OR N 0.25 MILE FROM ROAD TO DEVILS PUNCHBOWL
 QE2414'PARK AT OTTER ROCK) TO LOGGING ROAD LEADING E.  FOLLOW LOGGING
 QE2414'ROAD 0.25 MILE TO TURNAROUND.  LEAVE TRUCK HERE UNLESS EQUIPPED
 QE2414'WITH COMPOUND LOW, AND ROAD ABOVE IS KNOWN TO BE CLEAR.  PACK UP
 QE2414'LOGGING ROAD WHICH CIRCLES W SIDE OF MOUNTAIN FOR ABOUT 25
 QE2414'MINUTES TO PRESENT END OF ROAD WHERE LOGS ARE BEING LOADED.
 QE2414'STATION LIES UPHILL TO RIGHT, S, ABOUT 0.25 MILE.  LOGGING ROAD
 QE2414'WILL PROBABLY BE EXTENDED TO TOP.
 QE2414
 QE2414                          STATION RECOVERY (1952)
 QE2414
 QE2414'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (HGC)
 QE2414'STATION MARK WAS RECOVERED.  STATION WAS NOT OCCUPIED.  REVISED
 QE2414'DESCRIPTION FOLLOWS--
 QE2414'
 QE2414'STATION IS ABOUT 10 MILES N OF NEWPORT, 1-1/2 MILES NE OF OTTER
 QE2414'ROCK, 3/4 MILE E OF U.S. HIGHWAY 101 (THE OREGON COAST HIGHWAY)
 QE2414'AND ABOUT 550 FEET WSW OF THE HIGHEST POINT OF THE HIGHEST HILL
 QE2414'ON CAPE FOULWEATHER.  THE SIDE AND TOP OF THIS HILL HAVE BEEN
 QE2414'LOGGED AND ARE BARE EXCEPT FOR BRUSH AND SCATTERED TREES ALONG
 QE2414'THE SW FACE.  A LOOKOUT STATION FORMERLY ON THE HIGHEST POINT NO
 QE2414'LONGER EXISTS, ONLY A LARGE SNAG AND SCATTERED WRECKAGE REMAIN.
 QE2414'
 QE2414'STATION IS IN A GROVE OF TREES ON THE SW SHOULDER OF THE HILL,
 QE2414'ABOUT 15 METERS SW OF THE SW CORNER OF THE LOGGED OFF AREA ON
 QE2414'TOP OF THE HILL.  IT IS IN AN AREA OVERGROWN WITH BRUSH AND
 QE2414'SURROUNDED BY FALLEN TREES.
 QE2414'
 QE2414'STATION MARK IS A STANDARD DISK, STAMPED FOULWEATHER 1908 AND
 QE2414'SET IN THE TOP OF A LARGE SQUARE BOULDER WHICH PROJECTS SLIGHTLY
 QE2414'FROM THE GROUND.
 QE2414'
 QE2414'REFERENCE MARKS PREVIOUSLY DESCRIBED WERE NOT FOUND, ONE BLAZE
 QE2414'BEING LOCATED ON A FALLEN LOG IN APPROXIMATELY THE CORRECT PLACE.
 QE2414'
 QE2414'NEW REFERENCE MARKS CONSISTING OF TRIANGULAR BLAZES WERE CUT IN
 QE2414'TREES AROUND THE STATION AS FOLLOWS--ONE LARGE BLAZE 2.88 METERS,
 QE2414'9.45 FEET NE OF THE STATION.  A 4-FOOT SECTION OF 2- BY
 QE2414'2-INCH FIR WAS NAILED HORIZONTALLY TO THIS TREE ABOUT 7 FEET
 QE2414'ABOVE THE GROUND.  A SMALLER BLAZE 5.10 METERS, 11.73 FEET NWN
 QE2414'OF THE STATION.  A SMALL BLAZE 9.60 METERS, 31.48 FEET SSE OF
 QE2414'THE STATION.  A 2- BY 2-INCH WITNESS POST WHICH PROJECTS 3 FEET
 QE2414'FROM THE GROUND WAS SET 1.4 FEET SE OF THE STATION.
 QE2414'
 QE2414'TO REACH THE STATION GO N ON U.S. HIGHWAY 101 FROM THE VILLAGE
 QE2414'OF OTTER ROCK 0.2 MILE AND TURN RIGHT ONTO A LOGGING ROAD.  FOLLOW
 QE2414'THIS ROAD TO THE SUMMIT OF THE LARGE HILL TO THE N.  THE STATION
 QE2414'IS SW OF THE CLEARING AT WHICH THE ROAD ENDS.
 QE2414
 QE2414                          STATION RECOVERY (1965)
 QE2414
 QE2414'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (PAS)
 QE2414'THE SURFACE MARK WAS FOUND UNEARTHED.  THE REFERENCE MARKS WERE
 QE2414'NOT RECOVERED.  THE WITNESS MARKS WERE RECOVERED.  A BULLDOZER
 QE2414'HAD BEEN WORKING IN THE AREA AND THE UNDERGROUND MARK, QUART
 QE2414'BOTTLE, WAS UNCOVERED IN GOOD CONDITION 3 INCHES BELOW THE
 QE2414'SURFACE.  A NEW UNDERGROUND STATION MARK, STAMPED FOULWEATHER
 QE2414'1908 1965, WAS ESTABLISHED AT THE PRESCRIBED DEPTH.  A NEW
 QE2414'STATION MARK WAS PLUMBED PRECISELY OVER THE POSITION OF THE
 QE2414'ORIGINAL UNDERGROUND MARK.  THIS STATION IS NOW IN DENSE WOODS
 QE2414'AND UNDERGROWTH, TO CLEAR A LINE TO AN EXTERNAL STATION FOR
 QE2414'THE PURPOSE OF ESTABLISHING REFERENCE MARKS AT THIS TIME WOULD
 QE2414'BE QUITE INVOLVED.  TO GIVE THIS STATION, WITHOUT REFERENCE
 QE2414'MARKS, MAXIMUM PROTECTION A METAL WITNESS POST WAS PLACED ON
 QE2414'EACH SIDE OF THE STATION MARK AND SURVEYORS TAPE WAS LACED
 QE2414'BETWEEN THE TWO POSTS.
 QE2414'
 QE2414'A NEW TO REACH AND NEW DESCRIPTION OF THE STATION MARK FOLLOWS.
 QE2414'
 QE2414'TO REACH THE STATION FROM THE OTTER ROCK POST OFFICE GO WEST ON
 QE2414'FIRST STREET FOR 0.3 MILE TO OTTER CREST LOOP, TURN LEFT AND GO
 QE2414'NORTH ON OTTER CREST LOOP FOR 0.2 MILE TO A SIDE ROAD RIGHT,
 QE2414'TURN RIGHT AND GO EAST ON MACADAM ROAD FOR 0.1 MILE TO U.S.
 QE2414'HIGHWAY 101, CROSS HIGHWAY AND GO NORTHEAST, NORTH AND NORTHWEST
 QE2414'ON BLADED ROAD KEEPING LEFT AT ALL FORKS FOR 1.0 MILE TO A
 QE2414'FORK, A CINDER BLOCK BUILDING ON THE RIGHT AND A POWER POLE
 QE2414'WITH TRANSFORMER ON THE LEFT, TAKE RIGHT FORK, PASS TO THE LEFT OF
 QE2414'THE CINDER BLOCK BUILDING AND GO NORTHEAST FOR 0.1 MILE TO
 QE2414'A FORK, TAKE RIGHT FORK AND GO SOUTHEAST FOR 0.1 MILE TO
 QE2414'THE END OF THE TRACK ROAD AND STATION.
 QE2414'
 QE2414'THE STATION MARK, STAMPED FOULWEATHER 1908 1965, IS A STANDARD
 QE2414'DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3
 QE2414'INCHES.  IT IS 400 FEET NORTHEAST OF A CINDER BLOCK BUILDING
 QE2414'HOUSING TV EQUIPMENT, 31 FEET NORTH-NORTHEAST OF A 3-FOOT SPRUCE
 QE2414'TREE WITH A TRIANGLE BLAZE, 9 FEET SOUTHWEST OF A 2-FOOT SPRUCE
 QE2414'WITH A TRIANGLE BLAZE, 1 FOOT EAST OF A METAL WITNESS POST AND 1
 QE2414'FOOT WEST OF A METAL WITNESS POST.  (NOTE 1A AND 7A).
 QE2414
 QE2414                          STATION RECOVERY (1972)
 QE2414
 QE2414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LDF)
 QE2414'STATION MARK WAS RECOVERED AS DESCRIBED IN 1965 AND FOUND IN
 QE2414'GOOD CONDITION.  THE 1965 TO REACH IS ADEQUATE.
 QE2414'
 QE2414'DUE TO HEAVY UNDERBRUSH AND TREES, NO REFERENCE MARKS WERE
 QE2414'ESTABLISHED AT THIS TIME.
 QE2414'
 QE2414'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QE2414'8 MILES NORTH OF REEDSPORT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1898 ***********************************************************************
 QE1898  DESIGNATION -  FOUR
 QE1898  PID         -  QE1898
 QE1898  STATE/COUNTY-  OR/MARION
 QE1898  USGS QUAD   -  SALEM WEST (1986)
 QE1898
 QE1898                         *CURRENT SURVEY CONTROL
 QE1898  ___________________________________________________________________
 QE1898* NAD 83(1991)-  44 56 10.67995(N)    123 01 27.55634(W)     ADJUSTED  
 QE1898* NAVD 88     -        53.6    (meters)     176.     (feet)  VERTCON   
 QE1898  ___________________________________________________________________
 QE1898  LAPLACE CORR-          -4.21  (seconds)                    DEFLEC99
 QE1898  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 QE1898  HORZ ORDER  -  SECOND
 QE1898
 QE1898.The horizontal coordinates were established by classical geodetic methods
 QE1898.and adjusted by the National Geodetic Survey in October 1991.
 QE1898
 QE1898.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE1898.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE1898
 QE1898.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE1898
 QE1898.The geoid height was determined by GEOID03.
 QE1898
 QE1898;                    North         East     Units Scale Factor Converg.
 QE1898;SPC OR N     -   144,195.588 2,300,796.637   MT  0.99990277   -1 47 24.8
 QE1898;SPC OR N     -   473,082.64  7,548,545.40   iFT  0.99990277   -1 47 24.8
 QE1898;UTM  10      - 4,975,874.463   498,080.994   MT  0.99960005   -0 01 01.8
 QE1898
 QE1898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE1898!SPC OR N     -   0.99999518  x   0.99990277  =   0.99989795
 QE1898!UTM  10      -   0.99999518  x   0.99960005  =   0.99959523
 QE1898
 QE1898:                Primary Azimuth Mark                     Grid Az
 QE1898:SPC OR N     -  HAGEN                                    297 54 04.2
 QE1898:UTM  10      -  HAGEN                                    296 07 41.2
 QE1898
 QE1898|---------------------------------------------------------------------|
 QE1898| PID    Reference Object                     Distance      Geod. Az  |
 QE1898|                                                           dddmmss.s |
 QE1898| QE1938 HAGEN                               APPROX. 0.5 KM 2960639.4 |
 QE1898|---------------------------------------------------------------------|
 QE1898
 QE1898                          SUPERSEDED SURVEY CONTROL
 QE1898
 QE1898  NAD 83(1986)-  44 56 10.70379(N)    123 01 27.57171(W) AD(       ) 2
 QE1898  NAD 27      -  44 56 11.27228(N)    123 01 23.22685(W) AD(       ) 2
 QE1898  NGVD 29 (07/19/86)   52.6    (m)          173.     (f) VERT ANG    3  
 QE1898
 QE1898.Superseded values are not recommended for survey control.
 QE1898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1898.See file dsdata.txt to determine how the superseded data were derived.
 QE1898
 QE1898_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ9808175874(NAD 83)
 QE1898_MARKER: DD = SURVEY DISK
 QE1898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE1898_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE1898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE1898+STABILITY: SURFACE MOTION
 QE1898
 QE1898  HISTORY     - Date     Condition        Report By
 QE1898  HISTORY     - 1972     MONUMENTED       OR1810
 QE1898
 QE1898                          STATION DESCRIPTION
 QE1898
 QE1898'DESCRIBED BY CITY OF SALEM OREGON 1972 (LGH)
 QE1898'THE STATION IS ABOUT 0.3 MILE SOUTHEAST OF SALEM IN THE NW 1/4
 QE1898'OF SEC. 26, T7S R3W
 QE1898'
 QE1898'TO REACH THE STATION FROM THE CITY OF SALEM CIVIC CENTER, GO
 QE1898'SOUTH 0.3 MILE ON COMMERCIAL STREET TO THE INTERSECTION OF
 QE1898'COMMERCIAL STREET AND MISSION STREET, TURN LEFT ON MISSION STREET
 QE1898'AND GO EAST 0.95 MILE TO THE INTERSECTION OF MISSION STREET AND
 QE1898'14TH STREET, TURN LEFT ON 14TH STREET AND GO NORTH 0.55 MILE TO
 QE1898'THE INTERSECTION OF 14TH STREET AND STATE STREET.  THE STATION
 QE1898'IS IN THE INTERSECTION AND IS A CITY OF SALEM CENTER LINE
 QE1898'MONUMENT BOX, NUMBER ONE.
 QE1898'
 QE1898'THE STATION MARK IS A CITY OF SALEM BRASS DISK STAMPED FOUR
 QE1898'1973, SET IN THE TOP OF A 8 INCH CYLINDRICAL CONCRETE POST AND IS
 QE1898'6 INCHES BELOW STREET LEVEL.  THE UNDERGROUND MARK IS A 4 INCH
 QE1898'SQUARE STONE WITH A CROSS CHISELED IN THE TOP SURFACE.  SET 2
 QE1898'FEET BELOW THE STREET SURFACE.  THE STATION IS ENCLOSED IN A CAST
 QE1898'IRON MONUMENT BOX SET LEVEL WITH THE SURFACE OF THE A.C.
 QE1898'ROADWAY.
 QE1898'
 QE1898'HEIGHT OF LIGHT ABOVE STATION MARK 1.37 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3499 ***********************************************************************
 RD3499  DESIGNATION -  FOUR 2
 RD3499  PID         -  RD3499
 RD3499  STATE/COUNTY-  OR/MULTNOMAH
 RD3499  USGS QUAD   -  SAUVIE ISLAND (1990)
 RD3499
 RD3499                         *CURRENT SURVEY CONTROL
 RD3499  ___________________________________________________________________
 RD3499* NAD 83(1991)-  45 39 27.13219(N)    122 46 02.39592(W)     ADJUSTED  
 RD3499* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 RD3499  ___________________________________________________________________
 RD3499  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 RD3499  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 RD3499  HORZ ORDER  -  THIRD
 RD3499
 RD3499.The horizontal coordinates were established by classical geodetic methods
 RD3499.and adjusted by the National Geodetic Survey in October 1991.
 RD3499
 RD3499.The orthometric height was scaled from a topographic map.
 RD3499
 RD3499.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3499
 RD3499.The geoid height was determined by GEOID03.
 RD3499
 RD3499;                    North         East     Units Scale Factor Converg.
 RD3499;SPC OR N     -   223,711.407 2,323,319.963   MT  0.99993096   -1 36 28.7
 RD3499;SPC OR N     -   733,961.31  7,622,440.82   iFT  0.99993096   -1 36 28.7
 RD3499;SPC WA S     -    38,575.661   323,301.045   MT  1.00004448   -1 38 49.1
 RD3499;SPC WA S     -   126,560.31  1,060,696.85   sFT  1.00004448   -1 38 49.1
 RD3499;UTM  10      - 5,056,024.940   518,126.829   MT  0.99960404   +0 09 59.0
 RD3499
 RD3499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3499!SPC OR N     -   1.00000294  x   0.99993096  =   0.99993390
 RD3499!SPC WA S     -   1.00000294  x   1.00004448  =   1.00004742
 RD3499!UTM  10      -   1.00000294  x   0.99960404  =   0.99960698
 RD3499
 RD3499:                Primary Azimuth Mark                     Grid Az
 RD3499:SPC OR N     -  MORGAN BAR DIKE LIGHT 5                  014 33 12.8
 RD3499:SPC WA S     -  MORGAN BAR DIKE LIGHT 5                  014 35 33.2
 RD3499:UTM  10      -  MORGAN BAR DIKE LIGHT 5                  012 46 45.1
 RD3499
 RD3499|---------------------------------------------------------------------|
 RD3499| PID    Reference Object                     Distance      Geod. Az  |
 RD3499|                                                           dddmmss.s |
 RD3499| RD3542 MORGAN BAR DIKE LIGHT 5             APPROX. 1.2 KM 0125644.1 |
 RD3499| RD3524 MTN VIEW DAIRY FARM 1913            APPROX. 1.5 KM 0205621.6 |
 RD3499| RD3437 PALE GRAY HOUSE DORMER WINDOW       APPROX. 1.4 KM 0214602.8 |
 RD3499| RD3547 WINDMILL WHITE TANK 1913            APPROX. 1.1 KM 0455602.7 |
 RD3499| RD3546 SHINGLE HOUSE DORMER GABLE          APPROX. 1.1 KM 0470458.5 |
 RD3499| RD3398 VANCOUVER BRIDGE CENTER 1913        APPROX. 7.0 KM 1192249.8 |
 RD3499| RD3430 WILLAMET DIKE LIGHT                 APPROX. 0.5 KM 1380156.8 |
 RD3499| RD3534 WILLAMETTE RIVER F RANGE LIGHT      APPROX. 0.7 KM 1565203.2 |
 RD3499| RD3483 COON ISLAND LIGHT                   299.106 METERS 18351     |
 RD3499| CE2554 FOUR 2 RM 1                          44.869 METERS 19953     |
 RD3499| CE2553 FOUR 2 RM                            29.960 METERS 27240     |
 RD3499| CE2555 FOUR 2 RM 2                          15.595 METERS 30500     |
 RD3499| RD3477 END                                 137.257 METERS 33058     |
 RD3499| RD3465 APT                                 APPROX. 1.5 KM 3370413.8 |
 RD3499| RD3467 MORGAN BAR DIKE LIGHT 4             APPROX. 0.8 KM 3402308.5 |
 RD3499| RD3439 DIKE 13.1 DOLPHIN EAST END          APPROX. 1.2 KM 3403259.0 |
 RD3499| RD3468 MORGAN BAR DIKE LIGHT 2             APPROX. 1.9 KM 3411325.5 |
 RD3499|---------------------------------------------------------------------|
 RD3499
 RD3499                          SUPERSEDED SURVEY CONTROL
 RD3499
 RD3499  NAD 83(1986)-  45 39 27.15144(N)    122 46 02.39710(W) AD(       ) 3
 RD3499  NAD 27      -  45 39 27.73000(N)    122 45 58.03600(W) AD(       ) 3
 RD3499
 RD3499.Superseded values are not recommended for survey control.
 RD3499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3499.See file dsdata.txt to determine how the superseded data were derived.
 RD3499
 RD3499_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1812756025(NAD 83)
 RD3499_MARKER: Z = SEE DESCRIPTION
 RD3499_SETTING: 0 = UNSPECIFIED SETTING
 RD3499
 RD3499  HISTORY     - Date     Condition        Report By
 RD3499  HISTORY     - 1912     MONUMENTED       USE
 RD3499  HISTORY     - 1937     SEE DESCRIPTION  CGS
 RD3499  HISTORY     - 1951     SEE DESCRIPTION  CGS
 RD3499  HISTORY     - 1960     SEE DESCRIPTION  CGS
 RD3499  HISTORY     - 1973     SEE DESCRIPTION  NGS
 RD3499
 RD3499                          STATION DESCRIPTION
 RD3499
 RD3499'DESCRIBED BY US ENGINEERS 1912
 RD3499'STATION IS ON THE W BANK OF THE ENTRANCE OF WILLAMETTE RIVER, 8
 RD3499'FEET ABOVE LOW WATER.  THE STATION IS MARKED BY AN IRON PIPE 3 FEET
 RD3499'LONG SET IN A CONCRETE PIER ABOUT 1 FOOT SQUARE AND 8 INCHES DEEP.
 RD3499'THE TOP OF THE PIER BEARS THE INSCRIPTION U.S.E. AND NAME OR
 RD3499'ABBREVIATION OF NAME OF STATION.  THE PIPE EXTENDS ABOUT 6 INCHES
 RD3499'ABOVE THE PIER AND IN ITS TOP IS A STANDARD U.S.E. DISK SET IN
 RD3499'CEMENT.  THE REFERENCE MARK IS A STANDARD DISK SET IN AN IRREGULAR
 RD3499'PIER OF CONCRETE, THE TOP OF WHICH IS SPHERICAL IN SHAPE AND PROJECTS
 RD3499'FROM 6 TO 8 INCHES ABOVE THE SURFACE OF THE GROUND.  THERE IS A
 RD3499'BLAZED TREE DISTANT 16.4 METERS IN AZIMUTH 70 DEG 48 MIN, A
 RD3499'TRIANGULAR BLAZE ON A TREE DISTANT 17.0 METERS IN AZIMUTH 132 DEG 37
 RD3499'MIN, AND A BLAZED TREE SOUTHERLY 16.2 METERS.
 RD3499
 RD3499                          STATION RECOVERY (1937)
 RD3499
 RD3499'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (RWK)
 RD3499'POINT RECOVERY DOUBTFUL.  OLD DESCRIPTION INADEQUATE.  NEW
 RD3499'DESCRIPTION--ON SAUVIE ISLAND, AT THE CONFLUENCE OF THE WILLAMETTE
 RD3499'AND COLUMBIA RIVERS AND JUST BELOW THE TOP OF THE BANK, THE STATION
 RD3499'MARK, A STANDARD BRONZE DISK WEDGED IN A BOULDER, AS DESCRIBED IN
 RD3499'NOTE 4, WAS FOUND TILTED.  THE MARK WAS CAREFULLY PRIED BACK TO A
 RD3499'VERTICAL POSITION AND SECURED BY ROCKS.  TWO NEW REFERENCE MARKS
 RD3499'WERE ESTABLISHED, STANDARD DISKS (C. AND G.S.) CEMENTED IN THE TOP
 RD3499'OF 2 1/2-FOOT SECTIONS OF 4-INCH CAST-IRON SOIL PIPE.  THE REFERENCE
 RD3499'MARKS ARE STAMPED FOUR 2 (U.S.E.).
 RD3499
 RD3499                          STATION RECOVERY (1951)
 RD3499
 RD3499'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HGC)
 RD3499'STATION IS ON THE W BANK OF THE ENTRANCE OF WILLAMETTE RIVER AT
 RD3499'BELLE VUE POINT, APPROXIMATELY 4.5 MILES DOWNSTREAM OF COLUMBIA
 RD3499'RIVER FROM INTERSTATE BRIDGE AT VANCOUVER, WASHINGTON, AND ABOUT
 RD3499'950 FEET UPSTREAM FROM VANCOUVER LOWER RANGE FRONT STRUCTURE.  IT IS
 RD3499'SET AT UPPER EDGE OF ROCK DUMPED RIPRAP AT EDGE OF DENSE
 RD3499'COTTONWOOD AND WILLOW GROWTH AND IS ABOUT 8 FEET ABOVE LOW-WATER
 RD3499'LINE.  DURING NORMAL SPRING FRESHETS THIS STATION WOULD BE UNDER
 RD3499'WATER.
 RD3499'
 RD3499'STATION IS MARKED BY AN IRON PIPE SET IN A CONCRETE PIER 1 FOOT
 RD3499'SQUARE AND PROJECTS ABOUT 18 INCHES ABOVE THE GROUND LEVEL.  THE
 RD3499'DISK MARKING THE STATION IS A STANDARD U.S.E. BRONZE DISK UNSTAMPED
 RD3499'AND SET IN TOP OF IRON PIPE.  THE NAME OF THE STATION IS INSCRIBED
 RD3499'IN THE TOP OF CONCRETE U.S.E. 42.  STATION RECOVERED IN GOOD
 RD3499'CONDITION.
 RD3499'
 RD3499'REFERENCE MARKS WERE NOT SEARCHED FOR AT TIME OF RECOVERY OF
 RD3499'STATION.  THERE IS CONSIDERABLE GROWTH OF SMALL TREES AND RUBBISH
 RD3499'AND WILL REQUIRE SOME TIME IN RECOVERY.  FROM PREVIOUS DESCRIPTIONS
 RD3499'BOTH REFERENCE MARKS WERE STANDARD REFERENCE MARKS (U.S.C. AND G.S.)
 RD3499'SET IN TOP OF 2-1/2-FOOT SECTIONS OF CAST-IRON SOIL PIPES AND
 RD3499'STAMPED FOUR 2 U.S.E..
 RD3499
 RD3499                          STATION RECOVERY (1960)
 RD3499
 RD3499'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FN)
 RD3499'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
 RD3499'
 RD3499'LOCATED AT THE UPPER EDGE OF THE ROCK RIPRAP, ON THE WEST SIDE OF THE
 RD3499'COLUMBIA RIVER.  JUST DOWN STREAM FROM WHERE THE WILLAMETTE RIVER
 RD3499'ENTERS INTO THE COLUMBIA RIVER.  52.7 FEET SOUTH SOUTHEAST OF A
 RD3499'LARGE TREE WITH A TRIANGLE BLAZE, 22.9 FEET SOUTH OF A SMALL MAPLE
 RD3499'TREE WITH A TRIANGLE BLAZE, AND 2.831 FEET SOUTHEAST OF A METAL
 RD3499'WITNESS POST.
 RD3499'
 RD3499'REACHED BY TRUCK FROM THE FIRE STATION AT LINNTON, GO NORTHWEST ON
 RD3499'U.S. HIGHWAY 30 FOR 2.2 MILES, TURN RIGHT, CROSS THE BRIDGE TO
 RD3499'SAUVIE ISLAND.  JUST AFTER CROSSING THE BRIDGE, TURN LEFT GOING
 RD3499'UNDER THE BRIDGE, THEN FOLLOW THE PAVED ROAD SOUTHEAST THEN
 RD3499'NORTHEAST AND NORTH FOR 3.6 MILES.  TURN RIGHT, GO EAST ON A TRACK
 RD3499'ROAD FOR 0.4 MILE TO THE RIVER, THEN TURN RIGHT, SOUTH, ALONG THE
 RD3499'WEST SIDE OF THE COLUMBIA RIVER FOR 0.4 MILE TO THE STATION.
 RD3499
 RD3499                          STATION RECOVERY (1973)
 RD3499
 RD3499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 RD3499'THE STATION MARK WAS FOUND UNEARTHED, HIGH WATER HAD WASHED THE
 RD3499'SOIL AWAY FROM THE MARK.  THE REFERENCE MARKS WERE SEARCHED FOR
 RD3499'BUT NOT RECOVERED.
 RD3499'
 RD3499'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 5 MILES NORTHWEST
 RD3499'OF NORTH PORTLAND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB1353 ***********************************************************************
 QB1353  DESIGNATION -  FOUR MILE
 QB1353  PID         -  QB1353
 QB1353  STATE/COUNTY-  OR/BAKER
 QB1353  USGS QUAD   -  MC LAIN GULCH (1987)
 QB1353
 QB1353                         *CURRENT SURVEY CONTROL
 QB1353  ___________________________________________________________________
 QB1353* NAD 83(1991)-  44 52 32.35656(N)    116 58 14.89481(W)     ADJUSTED  
 QB1353* NAVD 88     -       965.7    (meters)    3168.     (feet)  VERTCON   
 QB1353  ___________________________________________________________________
 QB1353  LAPLACE CORR-           3.21  (seconds)                    DEFLEC99
 QB1353  GEOID HEIGHT-         -16.30  (meters)                     GEOID03
 QB1353  HORZ ORDER  -  FIRST
 QB1353
 QB1353.The horizontal coordinates were established by classical geodetic methods
 QB1353.and adjusted by the National Geodetic Survey in October 1991.
 QB1353
 QB1353.The NAVD 88 height was computed by applying the VERTCON shift value to
 QB1353.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QB1353
 QB1353.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB1353
 QB1353.The geoid height was determined by GEOID03.
 QB1353
 QB1353;                    North         East     Units Scale Factor Converg.
 QB1353;SPC OR N     -   140,433.747 2,778,752.700   MT  0.99990760   +2 30 10.3
 QB1353;SPC OR N     -   460,740.64  9,116,642.72   iFT  0.99990760   +2 30 10.3
 QB1353;SPC ID W     -   357,213.619   703,541.877   MT  1.00004770   -0 51 41.1
 QB1353;SPC ID W     - 1,171,958.35  2,308,203.64   sFT  1.00004770   -0 51 41.1
 QB1353;UTM  11      - 4,969,137.768   502,306.054   MT  0.99960007   +0 01 14.2
 QB1353
 QB1353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QB1353!SPC OR N     -   0.99985116  x   0.99990760  =   0.99975878
 QB1353!SPC ID W     -   0.99985116  x   1.00004770  =   0.99989886
 QB1353!UTM  11      -   0.99985116  x   0.99960007  =   0.99945129
 QB1353
 QB1353:                Primary Azimuth Mark                     Grid Az
 QB1353:SPC OR N     -  FOUR MILE AZ MK                          022 10 46.8
 QB1353:SPC ID W     -  FOUR MILE AZ MK                          025 32 38.2
 QB1353:UTM  11      -  FOUR MILE AZ MK                          024 39 42.9
 QB1353
 QB1353|---------------------------------------------------------------------|
 QB1353| PID    Reference Object                     Distance      Geod. Az  |
 QB1353|                                                           dddmmss.s |
 QB1353| CD5100 FOUR MILE AZ MK                                    0244057.1 |
 QB1353| CD5101 FOUR MILE RM 1                        5.344 METERS 15042     |
 QB1353| CD5102 FOUR MILE RM 2                        4.183 METERS 30519     |
 QB1353|---------------------------------------------------------------------|
 QB1353
 QB1353                          SUPERSEDED SURVEY CONTROL
 QB1353
 QB1353  NAD 83(1986)-  44 52 32.35676(N)    116 58 14.89510(W) AD(       ) 1
 QB1353  NAD 27      -  44 52 32.78393(N)    116 58 11.30263(W) AD(       ) 1
 QB1353  NGVD 29 (07/19/86)  964.7    (m)         3165.     (f) VERT ANG    3  
 QB1353
 QB1353.Superseded values are not recommended for survey control.
 QB1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB1353.See file dsdata.txt to determine how the superseded data were derived.
 QB1353
 QB1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK0230669138(NAD 83)
 QB1353_MARKER: Z = SEE DESCRIPTION
 QB1353_SETTING: 0 = UNSPECIFIED SETTING
 QB1353
 QB1353  HISTORY     - Date     Condition        Report By
 QB1353  HISTORY     - 1945     MONUMENTED       CGS
 QB1353
 QB1353                          STATION DESCRIPTION
 QB1353
 QB1353'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JTJ)
 QB1353'STATION IS LOCATED ABOUT 7 MILES E AND 1/2 MILE S OF HALFWAY,
 QB1353'1-1/2 MILES SW OF THE MOUTH OF FOURMILE CREEK, ON THE SUMMIT
 QB1353'OF A BARREN RIDGE.
 QB1353'
 QB1353'TO REACH FROM HALFWAY (1 BLOCK S OF POST OFFICE), GO E ON THE
 QB1353'HOMESTEAD ROAD FOR 5.0 MILES TO THE JUNCTION OF THE DRY CREEK
 QB1353'ROAD, AND CONTINUE ON THE HOMESTEAD ROAD ON THE N SIDE OF
 QB1353'PINE CREEK FOR 2.5 MILES TO OLD CABIN AND SHED ON THE RIGHT
 QB1353'SIDE OF THE ROAD.  CONTINUE FOR 0.7 MILE TO A BRIDGE ACROSS
 QB1353'PINE CREEK AND END OF TRUCK TRAVEL.  CONTINUE ON FOOT ACROSS
 QB1353'BRIDGE AND HIKE UP RIDGE OPPOSITE BRIDGE, FOLLOWING THE CREST
 QB1353'OF THE RIDGE S AND SW TO FIRST SUMMIT AND FENCE.  CROSS OVER
 QB1353'FENCE AND CONTINUE SE FOR ABOUT 1/4 MILE TO TOP OF NEXT HILL
 QB1353'AND STATION.  ABOUT A 1-1/2-HOUR PACK.
 QB1353'
 QB1353'THE STATION MARK IS A BRONZE STATION DISK SET IN A 2- BY 2-FOOT
 QB1353'BOULDER PROJECTING ABOUT 1-1/2 FEET, ON THE N SLOPE OF THE
 QB1353'RIDGE, AND IS ABOUT 100 YARDS NNE OF THE HIGHEST POINT OF
 QB1353'THE RIDGE.  IT IS STAMPED FOUR MILE 1945.
 QB1353'
 QB1353'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A 3- BY
 QB1353'4-FOOT BOULDER PROJECTING ABOUT 1-1/2 FEET AND IS ABOUT 1-1/2
 QB1353'FEET HIGHER THAN THE STATION.  IT IS STAMPED FOUR MILE NO 1
 QB1353'1945.
 QB1353'
 QB1353'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A 2- BY
 QB1353'3-FOOT BOULDER PROJECTING ABOUT 1-1/2 FEET AND IS ABOUT 1
 QB1353'FOOT LOWER THAN THE STATION.  IT IS STAMPED FOUR MILE NO 2
 QB1353'1945.
 QB1353'
 QB1353'THE AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A 3- BY
 QB1353'3-FOOT BOULDER PROJECTING ABOUT 1-1/2 FEET, ABOUT 0.25 MILE
 QB1353'NNE ON THE BENCH OR RIDGE BELOW THE STATION, AND ABOUT 150
 QB1353'YARDS NE OF A FENCE LINE.  IT IS STAMPED FOUR MILE 1945.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1230 ***********************************************************************
 OA1230  DESIGNATION -  FOURMILE LIGHT
 OA1230  PID         -  OA1230
 OA1230  STATE/COUNTY-  OR/DOUGLAS
 OA1230  USGS QUAD   -  WINCHESTER BAY (1985)
 OA1230
 OA1230                         *CURRENT SURVEY CONTROL
 OA1230  ___________________________________________________________________
 OA1230* NAD 83(1991)-  43 44 41.72758(N)    124 09 17.98791(W)     ADJUSTED  
 OA1230* NAVD 88     -        25.     (meters)      82.     (feet)  SCALED    
 OA1230  ___________________________________________________________________
 OA1230  LAPLACE CORR-          14.24  (seconds)                    DEFLEC99
 OA1230  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 OA1230  HORZ ORDER  -  THIRD
 OA1230
 OA1230.The horizontal coordinates were established by classical geodetic methods
 OA1230.and adjusted by the National Geodetic Survey in October 1991.
 OA1230
 OA1230.The orthometric height was scaled from a topographic map.
 OA1230
 OA1230.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1230
 OA1230.The geoid height was determined by GEOID03.
 OA1230
 OA1230;                    North         East     Units Scale Factor Converg.
 OA1230;SPC OR S     -   237,286.121 1,205,703.213   MT  0.99994518   -2 30 02.0
 OA1230;SPC OR S     -   778,497.77  3,955,719.20   iFT  0.99994518   -2 30 02.0
 OA1230;UTM  10      - 4,844,190.950   407,003.087   MT  0.99970637   -0 47 55.2
 OA1230
 OA1230!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1230!SPC OR S     -   1.00000002  x   0.99994518  =   0.99994520
 OA1230!UTM  10      -   1.00000002  x   0.99970637  =   0.99970639
 OA1230
 OA1230:                Primary Azimuth Mark                     Grid Az
 OA1230:SPC OR S     -  THREE MILE DIRECTIONAL LIGHT             080 02 29.5
 OA1230:UTM  10      -  THREE MILE DIRECTIONAL LIGHT             078 20 22.7
 OA1230
 OA1230|---------------------------------------------------------------------|
 OA1230| PID    Reference Object                     Distance      Geod. Az  |
 OA1230|                                                           dddmmss.s |
 OA1230| OA1229 THREE MILE DIRECTIONAL LIGHT        APPROX. 1.9 KM 0773227.5 |
 OA1230| OA1139 GARDINER INTERNAT PAPER CO STK      APPROX. 3.1 KM 0934051.4 |
 OA1230| OA1228 CANNERY SANDS DIKE LIGHT            APPROX. 2.1 KM 0981628.0 |
 OA1230| OA1222 AT RESET                            APPROX. 3.0 KM 1720647.2 |
 OA1230| OA1235 DOUBLE COVE POINT LIGHT NEW         APPROX. 3.5 KM 1772406.0 |
 OA1230|---------------------------------------------------------------------|
 OA1230
 OA1230                          SUPERSEDED SURVEY CONTROL
 OA1230
 OA1230  NAD 83(1986)-  43 44 41.73127(N)    124 09 18.03640(W) AD(       ) 3
 OA1230  NAD 27      -  43 44 42.31096(N)    124 09 13.62383(W) AD(       ) 3
 OA1230
 OA1230.Superseded values are not recommended for survey control.
 OA1230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1230.See file dsdata.txt to determine how the superseded data were derived.
 OA1230
 OA1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP0700344191(NAD 83)
 OA1230
 OA1230  HISTORY     - Date     Condition        Report By
 OA1230  HISTORY     - 1966     MONUMENTED       CGS
 OA1230  HISTORY     - 1971     SEE DESCRIPTION  NGS
 OA1230
 OA1230                          STATION DESCRIPTION
 OA1230
 OA1230'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (HJS)
 OA1230'LOCATED ABOUT 2-1/2 MILES WEST-NORTHWEST OF GARDINER, ON THE
 OA1230'NORTHWEST SHORE OF THE UMPQUA RIVER.
 OA1230'
 OA1230'THE STATION IS THE THREADED HOLE IN THE TOP OF THE COMICAL COVER
 OA1230'OF A GREEN FLASHING LIGHT.  THE LIGHT IS MOUNTED ON TOP OF THE
 OA1230'CENTER OF A 3-FOOT IN DIAMETER BY 5-FOOT HIGH METAL CYLINDER
 OA1230'(BATTERY BOX), THAT RESTS ON A CONCRETE SLAB AND ON THE STEEP
 OA1230'SLOPE OF A HILLSIDE.  IT IS ABOUT 10 FEET INSHORE OF AND ABOUT 20
 OA1230'FEET ABOVE THE HIGHWATER LINE.  LIGHT LIST NO. 1325 (1965).
 OA1230'
 OA1230'THE LIGHT WAS OCCUPIED.
 OA1230
 OA1230                          STATION RECOVERY (1971)
 OA1230
 OA1230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RBM)
 OA1230'THE STATION IS LOST.  THE LIGHT HAS BEEN REBUILT IN A DIFFERENT
 OA1230'LOCATION.
 OA1230'
 OA1230'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OA1230'2-1/2 MILES WNW OF GARDINER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1335 ***********************************************************************
 RD1335  DESIGNATION -  FOX
 RD1335  PID         -  RD1335
 RD1335  STATE/COUNTY-  OR/CLACKAMAS
 RD1335  USGS QUAD   -  BRIGHTWOOD (1997)
 RD1335
 RD1335                         *CURRENT SURVEY CONTROL
 RD1335  ___________________________________________________________________
 RD1335* NAD 83(1986)-  45 22 45.     (N)    122 03 04.     (W)     SCALED    
 RD1335* NAVD 88     -       319.011  (meters)    1046.62   (feet)  ADJUSTED  
 RD1335  ___________________________________________________________________
 RD1335  GEOID HEIGHT-         -21.94  (meters)                     GEOID03
 RD1335  DYNAMIC HT  -         318.965 (meters)    1046.47  (feet)  COMP
 RD1335  MODELED GRAV-     980,464.4   (mgal)                       NAVD 88
 RD1335
 RD1335  VERT ORDER  -  SECOND    CLASS 0
 RD1335
 RD1335.The horizontal coordinates were scaled from a topographic map and have
 RD1335.an estimated accuracy of +/- 6 seconds.
 RD1335
 RD1335.The orthometric height was determined by differential leveling
 RD1335.and adjusted in June 1991.
 RD1335
 RD1335.The geoid height was determined by GEOID03.
 RD1335
 RD1335.The dynamic height is computed by dividing the NAVD 88
 RD1335.geopotential number by the normal gravity value computed on the
 RD1335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1335.degrees latitude (g = 980.6199 gals.).
 RD1335
 RD1335.The modeled gravity was interpolated from observed gravity values.
 RD1335
 RD1335;                    North         East    Units  Estimated Accuracy
 RD1335;SPC OR N     -   191,460.    2,378,530.      MT  (+/- 180 meters Scaled)
 RD1335
 RD1335                          SUPERSEDED SURVEY CONTROL
 RD1335
 RD1335  NGVD 29 (??/??/92)  317.94   (m)         1043.1    (f) COMPUTED    2 0
 RD1335
 RD1335.Superseded values are not recommended for survey control.
 RD1335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1335.See file dsdata.txt to determine how the superseded data were derived.
 RD1335
 RD1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER742255(NAD 83)
 RD1335_MARKER: DB = BENCH MARK DISK
 RD1335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD1335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD1335_STAMPING: FOX 1935
 RD1335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD1335+STABILITY: SURFACE MOTION
 RD1335
 RD1335  HISTORY     - Date     Condition        Report By
 RD1335  HISTORY     - 1935     MONUMENTED       CGS
 RD1335  HISTORY     - 1947     GOOD             NGS
 RD1335  HISTORY     - 1983     MARK NOT FOUND   USGS
 RD1335
 RD1335                          STATION DESCRIPTION
 RD1335
 RD1335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 RD1335'4.4 MI W FROM WEMME.
 RD1335'4.4 MILES WEST ALONG STATE HIGHWAY 50 FROM THE POST OFFICE AT WEMME,
 RD1335'4.4 MILES EAST OF CHERRYVILLE, 30.2 FEET NORTHEAST OF A T INTERSECTION
 RD1335'OF THE HIGHWAY AND A GRAVEL ROAD LEADING SOUTH, 10 FEET NORTHWEST OF
 RD1335'THE CENTER LINE OF A PRIVATE DRIVE LEADING NORTHEAST TO A SMALL FRAME
 RD1335'HOUSE, 14 FEET NORTHEAST OF POWER LINE POLE NO. D 2622105, AND SET IN
 RD1335'THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 RD1335'WITNESS POST SET 2.2 FEET WEST OF THE MARK.
 RD1335
 RD1335                          STATION RECOVERY (1983)
 RD1335
 RD1335'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 RD1335'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0413 ***********************************************************************
 QE0413  DESIGNATION -  FOX
 QE0413  PID         -  QE0413
 QE0413  STATE/COUNTY-  OR/LINN
 QE0413  USGS QUAD   -  CRABTREE (1975)
 QE0413
 QE0413                         *CURRENT SURVEY CONTROL
 QE0413  ___________________________________________________________________
 QE0413* NAD 83(1986)-  44 37 44.     (N)    122 59 51.     (W)     SCALED    
 QE0413* NAVD 88     -        76.903  (meters)     252.31   (feet)  ADJUSTED  
 QE0413  ___________________________________________________________________
 QE0413  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 QE0413  DYNAMIC HT  -          76.896 (meters)     252.28  (feet)  COMP
 QE0413  MODELED GRAV-     980,529.1   (mgal)                       NAVD 88
 QE0413
 QE0413  VERT ORDER  -  FIRST     CLASS II
 QE0413
 QE0413.The horizontal coordinates were scaled from a topographic map and have
 QE0413.an estimated accuracy of +/- 6 seconds.
 QE0413
 QE0413.The orthometric height was determined by differential leveling
 QE0413.and adjusted in June 1991.
 QE0413
 QE0413.The geoid height was determined by GEOID03.
 QE0413
 QE0413.The dynamic height is computed by dividing the NAVD 88
 QE0413.geopotential number by the normal gravity value computed on the
 QE0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0413.degrees latitude (g = 980.6199 gals.).
 QE0413
 QE0413.The modeled gravity was interpolated from observed gravity values.
 QE0413
 QE0413;                    North         East    Units  Estimated Accuracy
 QE0413;SPC OR N     -   109,990.    2,301,860.      MT  (+/- 180 meters Scaled)
 QE0413
 QE0413                          SUPERSEDED SURVEY CONTROL
 QE0413
 QE0413  NGVD 29 (??/??/92)   75.889  (m)          248.98   (f) ADJ UNCH    1 2
 QE0413
 QE0413.Superseded values are not recommended for survey control.
 QE0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0413.See file dsdata.txt to determine how the superseded data were derived.
 QE0413
 QE0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ001417(NAD 83)
 QE0413_MARKER: DD = SURVEY DISK
 QE0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0413_STAMPING: FOX SOT 1935
 QE0413_MARK LOGO: USE   
 QE0413_MAGNETIC: N = NO MAGNETIC MATERIAL
 QE0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0413+STABILITY: SURFACE MOTION
 QE0413
 QE0413  HISTORY     - Date     Condition        Report By
 QE0413  HISTORY     - 1935     MONUMENTED       USE
 QE0413  HISTORY     - 1963     GOOD             NGS
 QE0413  HISTORY     - 19941109 POOR             ORDT
 QE0413
 QE0413                          STATION DESCRIPTION
 QE0413
 QE0413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 QE0413'3.4 MI E FROM ALBANY.
 QE0413'3.4 MILES EAST ALONG U.S. HIGHWAY 20 FROM THE JUNCTION OF U.S. HIGHWAY
 QE0413'20 AND INTERSTATE HIGHWAY 5, WHICH IS AT THE EAST EDGE OF ALBANY, 0.35
 QE0413'MILE EAST OF MILE POST NO. 4, 350 FEET EAST OF A DRIVEWAY, 39 FEET
 QE0413'WEST OF A T FENCE CORNER, 32 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY
 QE0413'20, 1 FOOT NORTH OF AN EAST-WEST FENCE LINE AND 0.5 FOOT EAST OF A
 QE0413'METAL WITNESS POST SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 QE0413'MONUMENT THAT PROJECTS 6 INCHES.
 QE0413
 QE0413                          STATION RECOVERY (1994)
 QE0413
 QE0413'RECOVERY NOTE BY OREGON DEPARTMENT OF TRANSPORTATION 1994 (DBS)
 QE0413'THE MONUMENT HAS BEEN DISTURBED.  IT IS LEANING QUITE A BIT TO THE
 QE0413'NORTH. A NEW TO REACH FROM I-5 AND US-20 IS GO EAST ON US-20 IN
 QE0413'ALBANY, FOR 3.225 MILES (5.190 KM) TO THE MARK ON THE LEFT. DESCRIBED
 QE0413'BY DICK ST.JOHN.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1280 ***********************************************************************
 QE1280  DESIGNATION -  FOX
 QE1280  PID         -  QE1280
 QE1280  STATE/COUNTY-  OR/LINCOLN
 QE1280  USGS QUAD   -  YACHATS (1984)
 QE1280
 QE1280                         *CURRENT SURVEY CONTROL
 QE1280  ___________________________________________________________________
 QE1280* NAD 83(1991)-  44 19 48.12024(N)    124 06 07.43199(W)     ADJUSTED  
 QE1280* NAVD 88     -        11.008  (meters)      36.12   (feet)  ADJUSTED  
 QE1280  ___________________________________________________________________
 QE1280  LAPLACE CORR-          15.91  (seconds)                    DEFLEC99
 QE1280  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 QE1280  DYNAMIC HT  -          11.008 (meters)      36.12  (feet)  COMP
 QE1280  MODELED GRAV-     980,594.8   (mgal)                       NAVD 88
 QE1280
 QE1280  HORZ ORDER  -  THIRD
 QE1280  VERT ORDER  -  FIRST     CLASS II
 QE1280
 QE1280.The horizontal coordinates were established by classical geodetic methods
 QE1280.and adjusted by the National Geodetic Survey in October 1991.
 QE1280
 QE1280.The orthometric height was determined by differential leveling
 QE1280.and adjusted in June 1991.
 QE1280
 QE1280.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE1280
 QE1280.The geoid height was determined by GEOID03.
 QE1280
 QE1280.The dynamic height is computed by dividing the NAVD 88
 QE1280.geopotential number by the normal gravity value computed on the
 QE1280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1280.degrees latitude (g = 980.6199 gals.).
 QE1280
 QE1280.The modeled gravity was interpolated from observed gravity values.
 QE1280
 QE1280;                    North         East     Units Scale Factor Converg.
 QE1280;SPC OR N     -    80,119.617 2,212,793.348   MT  1.00000083   -2 33 16.3
 QE1280;SPC OR N     -   262,859.64  7,259,820.70   iFT  1.00000083   -2 33 16.3
 QE1280;SPC OR S     -   302,055.461 1,212,758.069   MT  1.00010068   -2 27 51.6
 QE1280;SPC OR S     -   990,995.61  3,978,865.06   iFT  1.00010068   -2 27 51.6
 QE1280;UTM  10      - 4,909,120.526   412,134.081   MT  0.99969495   -0 46 12.6
 QE1280
 QE1280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE1280!SPC OR N     -   1.00000203  x   1.00000083  =   1.00000286
 QE1280!SPC OR S     -   1.00000203  x   1.00010068  =   1.00010271
 QE1280!UTM  10      -   1.00000203  x   0.99969495  =   0.99969697
 QE1280
 QE1280:                Primary Azimuth Mark                     Grid Az
 QE1280:SPC OR N     -  SHORE RESET                              014 16 28.7
 QE1280:SPC OR S     -  SHORE RESET                              014 11 04.0
 QE1280:UTM  10      -  SHORE RESET                              012 29 25.0
 QE1280
 QE1280|---------------------------------------------------------------------|
 QE1280| PID    Reference Object                     Distance      Geod. Az  |
 QE1280|                                                           dddmmss.s |
 QE1280| QE1290 SHORE RESET                         APPROX. 2.3 KM 0114312.4 |
 QE1280| QE1282 FOX 2                                 8.353 METERS 03235     |
 QE1280| QE1281 FOX RM 1                             28.958 METERS 08024     |
 QE1280| QE1279 FOX RM 2                             32.523 METERS 12639     |
 QE1280|---------------------------------------------------------------------|
 QE1280
 QE1280                          SUPERSEDED SURVEY CONTROL
 QE1280
 QE1280  NAD 83(1986)-  44 19 48.13362(N)    124 06 07.49936(W) AD(       ) 3
 QE1280  NAD 27      -  44 19 48.70683(N)    124 06 03.06499(W) AD(       ) 3
 QE1280  NGVD 29 (??/??/92)    9.976  (m)           32.73   (f) ADJ UNCH    1 2
 QE1280
 QE1280.Superseded values are not recommended for survey control.
 QE1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1280.See file dsdata.txt to determine how the superseded data were derived.
 QE1280
 QE1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ1213409121(NAD 83)
 QE1280_MARKER: DS = TRIANGULATION STATION DISK
 QE1280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE1280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE1280_STAMPING: FOX 1927
 QE1280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE1280+STABILITY: SURFACE MOTION
 QE1280
 QE1280  HISTORY     - Date     Condition        Report By
 QE1280  HISTORY     - 1927     MONUMENTED       CGS
 QE1280  HISTORY     - 1931     SEE DESCRIPTION  CGS
 QE1280  HISTORY     - 1941     SEE DESCRIPTION  CGS
 QE1280  HISTORY     - 1941     GOOD             NGS
 QE1280  HISTORY     - 1963     SEE DESCRIPTION  CGS
 QE1280  HISTORY     - 1971     SEE DESCRIPTION  NGS
 QE1280  HISTORY     - 1974     SEE DESCRIPTION  USGS
 QE1280  HISTORY     - 1988     MARK NOT FOUND   NGS
 QE1280
 QE1280                          STATION DESCRIPTION
 QE1280
 QE1280'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (GLB)
 QE1280'THIS STATION IS ON THE NW CORNER OF THE PLATEAU ABOUT 1.5 MILES
 QE1280'N OF THE VILLAGE OF YACHATS, ABOUT 300 METERS S OF THE POINT
 QE1280'WHERE THE OLD ROAD LEADS ONTO THE BEACH, ABOUT 2 METERS E OF W
 QE1280'EDGE OF BLUFF AND 15 METERS S OF N EDGE OF BLUFF.  SURROUNDED BY
 QE1280'GRASSY GRAZING LAND WHICH IS BEING CUT UP INTO BUILDING LOTS.
 QE1280'
 QE1280'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 QE1280'CONCRETE IN THE TOP OF 10-INCH TILES.
 QE1280'
 QE1280'UNDERGROUND MARK IS A BLOCK OF CONCRETE CONTAINING A STANDARD
 QE1280'BRONZE DISK.
 QE1280
 QE1280                          STATION RECOVERY (1931)
 QE1280
 QE1280'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (LAM)
 QE1280'THIS STATION WAS INSPECTED IN SEPTEMBER AND FOUND IN GOOD
 QE1280'CONDITION.  THE USE OF THE WORD PLATEAU IN THE ORIGINAL
 QE1280'DESCRIPTION SEEMS HARDLY SUITABLE AS THE PLACE IS REALLY JUST
 QE1280'A LARGE MEADOW WHICH GOES TO THE OCEAN.  PLATEAU MIGHT INDICATE
 QE1280'IT IS HIGH, WHICH IT IS NOT.
 QE1280'
 QE1280'THE STATION IS ABOUT 1000 FEET W OF THE OREGON COAST HIGHWAY
 QE1280'AND JUST S OF SALMON CREEK.  IT IS ABOUT 1000 FEET SW OF THE
 QE1280'POINT WHERE THE OLD ROAD LEADS ON TO THE BEACH.
 QE1280'
 QE1280'AN AUTOMOBILE CAN BE DRIVEN TO WITHIN ABOUT 100 FEET OF THE
 QE1280'STATION.
 QE1280
 QE1280                          STATION RECOVERY (1941)
 QE1280
 QE1280'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (LAM)
 QE1280'FOLLOWING DESCRIPTIONS ARE TAKEN FROM BENCH MARK LIST OF 1941
 QE1280'LEVELING--
 QE1280'
 QE1280'TRIANGULATION STATION FOX--ABOUT 1.5 MILES N OF YACHATS ON
 QE1280'OREGON COAST HIGHWAY, THENCE OVERLAND ABOUT 800 FEET W, ON FIRST
 QE1280'PROMINENT POINT S OF SALMON CREEK, NW CORNER OF MEADOW, ABOUT
 QE1280'50 FEET S OF EDGE OF BLUFF AND 5 FEET E OF EDGE OF BLUFF.  DISK,
 QE1280'STAMPED FOX 1927, IS IN CONCRETE AND TILE POST.
 QE1280'
 QE1280'REFERENCE MARK 1 FOX--ABOUT 1.5 MILES N OF YACHATS ON OREGON
 QE1280'COAST HIGHWAY, THENCE OVERLAND ABOUT 800 FEET W, ON FIRST
 QE1280'PROMINENT POINT S OF SALMON CREEK, NW CORNER OF MEADOW, ABOUT
 QE1280'100 FEET NE OF TRIANGULATION STATION FOX AND S OF EDGE OF BLUFF
 QE1280'S OF SALMON CREEK.  DISK, STAMPED FOX NO 1 1927, IS IN CONCRETE
 QE1280'AND TILE POST.
 QE1280'
 QE1280'REFERENCE MARK 2 FOX--ABOUT 1.5 MILES N OF YACHATS ON OREGON
 QE1280'COAST HIGHWAY, THENCE OVERLAND ABOUT 800 FEET W, ON FIRST
 QE1280'PROMINENT POINT S OF SALMON CREEK, NW CORNER OF MEADOW, ABOUT
 QE1280'100 FEET SE OF TRIANGULATION STATION FOX.  DISK, STAMPED FOX
 QE1280'NO 2 1927, IS IN CONCRETE AND TILE POST.
 QE1280
 QE1280                          STATION RECOVERY (1941)
 QE1280
 QE1280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 QE1280'1.5 MI N FROM YACHATS.
 QE1280'ALONG U. S. HIGHWAY NO. 101, 1.5 MILES NORTH OF YACHATS, 800 FEET WEST
 QE1280'OF THE HIGHWAY, ON THE FIRST PROMINENT POINT SOUTH OF SALMON CREEK,
 QE1280'SET IN CONCRETE AND TILE POST.
 QE1280
 QE1280                          STATION RECOVERY (1963)
 QE1280
 QE1280'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FN)
 QE1280'THE STATION MARK WAS RECOVERED IN FAIR CONDITION, BUT IS IN
 QE1280'DANGER OF BEING LOST VERY SOON DUE TO EROSION.  REFERENCE MARK
 QE1280'NO. 1 AND REFERENCE MARK NO. 2 WERE RECOVERED AND FOUND IN
 QE1280'GOOD CONDITION, BUT NEITHER ARE VISIBLE FROM THE STATION SINCE
 QE1280'THE DWELLING HAS BEEN BUILT.
 QE1280'
 QE1280'TO PRESERVE THE VALUE A NEW STATION WAS ESTABLISHED 27.44
 QE1280'FEET TO THE NORTH-NORTHEAST.  FOR DETAILS SEE DESCRIPTION TO FOX
 QE1280'2 1963.
 QE1280'
 QE1280'THE PROPERTY OWNER, MR. J. F. HOWARD, REQUESTED THAT THIS
 QE1280'STATION SHOULD NOT BE DISTURBED AS IT WOULD TEND TO MAKE THE
 QE1280'SOIL ERODE MORE RAPIDLY IF IT WAS LOOSENED.
 QE1280
 QE1280                          STATION RECOVERY (1971)
 QE1280
 QE1280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (DRT)
 QE1280'STATION MARK RECOVERED AS DESCRIBED IN FAIR CONDITION.  MARK IS
 QE1280'HALF EXPOSED ON ERODING BANK.  REFERENCE MARK 2 RECOVERED IN
 QE1280'GOOD CONDITION.  FOX 2 AND A REFERENCE MARK ARE CLOSE BY.  NOT
 QE1280'SUITABLE FOR SEA-FIX.
 QE1280
 QE1280                          STATION RECOVERY (1974)
 QE1280
 QE1280'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (TKB)
 QE1280'FROM HUNTINGTON POST OFFICE, DRIVE N. ON SNAKE RIVER RD. FOR
 QE1280'16.0 MI TO A 3-WAY RD. FORK AT FOX CREEK.  TAKE MIDDLE FORK
 QE1280'FOR 0.05 MI TO A DIM JEEP TRAIL ON LEFT.  TURN LEFT ON JEEP TRAIL
 QE1280'AND DRIVE UP RIDGE TO THE NW. FOR 1.95 MI TO THE TOP AND STATION
 QE1280'AS DESCRIBED BY USC AND GS.  STATION IS 6 FT S. OF CENTERLINE
 QE1280'OF JEEP TRAIL.
 QE1280
 QE1280                          STATION RECOVERY (1988)
 QE1280
 QE1280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QE1280'BELIEVED TO HAVE FALLEN INTO OCEAN DUE TO EROSION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB1210 ***********************************************************************
 QB1210  DESIGNATION -  FOX
 QB1210  PID         -  QB1210
 QB1210  STATE/COUNTY-  OR/BAKER
 QB1210  USGS QUAD   -  CONNOR CREEK (1987)
 QB1210
 QB1210                         *CURRENT SURVEY CONTROL
 QB1210  ___________________________________________________________________
 QB1210* NAD 83(1991)-  44 32 29.77883(N)    117 12 04.43478(W)     ADJUSTED  
 QB1210* NAVD 88     -      1178.4    (meters)    3866.     (feet)  VERTCON   
 QB1210  ___________________________________________________________________
 QB1210  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 QB1210  GEOID HEIGHT-         -16.66  (meters)                     GEOID03
 QB1210  HORZ ORDER  -  FIRST
 QB1210
 QB1210.The horizontal coordinates were established by classical geodetic methods
 QB1210.and adjusted by the National Geodetic Survey in October 1991.
 QB1210
 QB1210.The NAVD 88 height was computed by applying the VERTCON shift value to
 QB1210.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QB1210
 QB1210.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB1210
 QB1210.The geoid height was determined by GEOID03.
 QB1210
 QB1210;                    North         East     Units Scale Factor Converg.
 QB1210;SPC OR N     -   102,576.653 2,762,078.065   MT  0.99995406   +2 20 22.0
 QB1210;SPC OR N     -   336,537.58  9,061,935.91   iFT  0.99995406   +2 20 22.0
 QB1210;SPC ID W     -   320,393.954   684,673.744   MT  1.00009684   -1 01 05.0
 QB1210;SPC ID W     - 1,051,159.16  2,246,300.44   sFT  1.00009684   -1 01 05.0
 QB1210;UTM  11      - 4,932,050.295   484,013.898   MT  0.99960314   -0 08 28.1
 QB1210
 QB1210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QB1210!SPC OR N     -   0.99981787  x   0.99995406  =   0.99977194
 QB1210!SPC ID W     -   0.99981787  x   1.00009684  =   0.99991470
 QB1210!UTM  11      -   0.99981787  x   0.99960314  =   0.99942109
 QB1210
 QB1210|---------------------------------------------------------------------|
 QB1210| PID    Reference Object                     Distance      Geod. Az  |
 QB1210|                                                           dddmmss.s |
 QB1210| CD6580 FOX RM 1                              5.940 METERS 06419     |
 QB1210| CD6581 FOX RM 2                             12.020 METERS 13513     |
 QB1210| CD6579 FOX AZ MK                                          1920534.9 |
 QB1210|---------------------------------------------------------------------|
 QB1210
 QB1210                          SUPERSEDED SURVEY CONTROL
 QB1210
 QB1210  NAD 83(1986)-  44 32 29.77832(N)    117 12 04.43655(W) AD(       ) 1
 QB1210  NAD 27      -  44 32 30.19345(N)    117 12 00.78991(W) AD(       ) 1
 QB1210  NGVD 29 (07/19/86) 1177.4    (m)         3863.     (f) VERT ANG    3  
 QB1210
 QB1210.Superseded values are not recommended for survey control.
 QB1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB1210.See file dsdata.txt to determine how the superseded data were derived.
 QB1210
 QB1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK8401432050(NAD 83)
 QB1210_MARKER: Z = SEE DESCRIPTION
 QB1210_SETTING: 0 = UNSPECIFIED SETTING
 QB1210
 QB1210  HISTORY     - Date     Condition        Report By
 QB1210  HISTORY     - 1945     MONUMENTED       CGS
 QB1210
 QB1210                          STATION DESCRIPTION
 QB1210
 QB1210'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (ANS)
 QB1210'THE STATION IS LOCATED ABOUT 18 MILES NW OF HUNTINGTON, 2 MILES
 QB1210'W OF HOME POST OFFICE, ON A SMOOTH-TOPPED KNOLL ALONG THE
 QB1210'CREST OF THE RIDGE BETWEEN FOX AND CONNOR CREEKS, AND ON THE
 QB1210'SECOND HILL BELOW THE MAIN MOUNTAIN RIDGE.  IT IS ON THE HIGHEST
 QB1210'PART OF A CONICAL-SHAPED HILL, THE HIGHEST IN THE VICINITY,
 QB1210'AND 300 FEET W OF A GROUP OF PINE TREES.
 QB1210'
 QB1210'STATION IS A BRONZE STATION DISK SET IN THE TOP OF A CAST-IRON
 QB1210'SOIL PIPE PLACED BELL DOWN AND PROJECTS ABOUT 10 INCHES.
 QB1210'IT IS STAMPED FOX 1945.  NO UNDERGROUND MARK HAS BEEN SET.
 QB1210'
 QB1210'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN THE TOP
 QB1210'OF A 3- BY 4-FOOT OUTCROP AND IS STAMPED FOX NO 1 1945.  IT
 QB1210'IS AT THE N BREAK OF THE HILL AND 2 FEET LOWER THAN THE STATION.
 QB1210'
 QB1210'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A DRILL
 QB1210'HOLE IN A 1- BY 2-FOOT BOULDER PROJECTING ABOUT 6 INCHES AND
 QB1210'IS STAMPED FOX NO 2 1945.  IT IS ON THE BREAK OF THE HILL AND
 QB1210'3 FEET LOWER THAN THE STATION.
 QB1210'
 QB1210'THE AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A DRILL HOLE
 QB1210'IN A BOULDER 2- BY 3-FEET PROJECTING ABOUT 4 INCHES AND IS
 QB1210'STAMPED FOX 1945.  IT IS 200 FEET SE OF A HOUSE, 55 FEET E OF
 QB1210'FOX CREEK, 25 FEET E OF A FENCE LINE, AND 10 FEET W OF THE
 QB1210'TRACK ROAD.
 QB1210'
 QB1210'TO REACH THE STATION FROM HOME POST OFFICE, GO S UP THE SNAKE
 QB1210'RIVER TOWARD HUNTINGTON FOR 1.0 MILE TO CONNOR CREEK, GO 50
 QB1210'YARDS, THEN TAKE DIM TRACK ROAD TO THE RIGHT AND FOLLOW IT
 QB1210'S AND W FOR 1.8 MILES UP FOX CREEK TO A SMALL CABIN, THE
 QB1210'LOCATION OF THE AZIMUTH MARK.  CONTINUE UP FOX CREEK FOR 0.5
 QB1210'MILE TO A GARDEN AND THE END OF TRUCK TRAVEL.  PACK N UP HILL
 QB1210'TO THE SADDLE, THEN BEAR RIGHT TO THE HIGHEST POINT AND THE
 QB1210'STATION AS DESCRIBED ABOVE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1215 ***********************************************************************
 NZ1215  DESIGNATION -  FOX
 NZ1215  PID         -  NZ1215
 NZ1215  STATE/COUNTY-  OR/JOSEPHINE
 NZ1215  USGS QUAD   -  GLENDALE (1986)
 NZ1215
 NZ1215                         *CURRENT SURVEY CONTROL
 NZ1215  ___________________________________________________________________
 NZ1215* NAD 83(1991)-  42 41 31.64665(N)    123 23 45.98470(W)     ADJUSTED  
 NZ1215* NAVD 88     -       388.6    (meters)    1275.     (feet)  VERTCON   
 NZ1215  ___________________________________________________________________
 NZ1215  LAPLACE CORR-           3.91  (seconds)                    DEFLEC99
 NZ1215  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 NZ1215  HORZ ORDER  -  SECOND
 NZ1215
 NZ1215.The horizontal coordinates were established by classical geodetic methods
 NZ1215.and adjusted by the National Geodetic Survey in October 1991.
 NZ1215
 NZ1215.The NAVD 88 height was computed by applying the VERTCON shift value to
 NZ1215.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NZ1215
 NZ1215.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ1215
 NZ1215.The geoid height was determined by GEOID03.
 NZ1215
 NZ1215;                    North         East     Units Scale Factor Converg.
 NZ1215;SPC OR S     -   118,013.648 1,262,737.170   MT  0.99992897   -1 58 52.9
 NZ1215;SPC OR S     -   387,183.88  4,142,838.48   iFT  0.99992897   -1 58 52.9
 NZ1215;UTM  10      - 4,726,702.671   467,553.233   MT  0.99961295   -0 16 06.9
 NZ1215
 NZ1215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NZ1215!SPC OR S     -   0.99994279  x   0.99992897  =   0.99987177
 NZ1215!UTM  10      -   0.99994279  x   0.99961295  =   0.99955576
 NZ1215
 NZ1215:                Primary Azimuth Mark                     Grid Az
 NZ1215:SPC OR S     -  TON                                      153 55 35.7
 NZ1215:UTM  10      -  TON                                      152 12 49.7
 NZ1215
 NZ1215|---------------------------------------------------------------------|
 NZ1215| PID    Reference Object                     Distance      Geod. Az  |
 NZ1215|                                                           dddmmss.s |
 NZ1215| NZ1213 TON                                 APPROX. 3.0 KM 1515642.8 |
 NZ1215| NZ1214 TAT                                 APPROX. 0.5 KM 3371816.6 |
 NZ1215|---------------------------------------------------------------------|
 NZ1215
 NZ1215                          SUPERSEDED SURVEY CONTROL
 NZ1215
 NZ1215  NAD 83(1986)-  42 41 31.62715(N)    123 23 46.00533(W) AD(       ) 2
 NZ1215  NAD 27      -  42 41 32.20580(N)    123 23 41.76330(W) AD(       ) 2
 NZ1215  NGVD 29 (07/19/86)  387.6    (m)         1272.     (f) VERT ANG    3  
 NZ1215
 NZ1215.Superseded values are not recommended for survey control.
 NZ1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1215.See file dsdata.txt to determine how the superseded data were derived.
 NZ1215
 NZ1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN6755326703(NAD 83)
 NZ1215_MARKER: DD = SURVEY DISK
 NZ1215_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NZ1215_STAMPING: FOX CGS 1962
 NZ1215_MARK LOGO: ORHD  
 NZ1215_MAGNETIC: N = NO MAGNETIC MATERIAL
 NZ1215_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ1215
 NZ1215  HISTORY     - Date     Condition        Report By
 NZ1215  HISTORY     - 1963     MONUMENTED       ORHD
 NZ1215  HISTORY     - 19840421 GOOD             NGS
 NZ1215
 NZ1215                          STATION DESCRIPTION
 NZ1215
 NZ1215'DESCRIBED BY OREGON HIGHWAY DEPARTMENT 1963 (FN)
 NZ1215'THE STATION IS 0.25 MILE SOUTH OF WOLF CREEK ON U.S. HIGHWAY 99.
 NZ1215'
 NZ1215'TO REACH THE STATION FROM THE POST OFFICE IN WOLF CREEK, GO
 NZ1215'SOUTHEAST FOR 0.05 MILE TO U.S. HIGHWAY 99.  TURN RIGHT (SOUTH) AND
 NZ1215'GO FOR 0.25 MILE AND STATION ON LEFT.
 NZ1215'
 NZ1215'THE STATION MARK, STAMPED FOX USC AND GS 1962, IS A STATE HIGHWAY
 NZ1215'SURVEY STATION MARK DISK BRAZED TO THE TOP OF A 2 1/2-INCH PIPE,
 NZ1215'SET IN A WELL (8 INCH TILE) AND IS 6 INCHES BELOW THE SURFACE OF
 NZ1215'THE HIGHWAY SHOULDER.  IT IS 23 FEET EAST OF THE CENTERLINE OF
 NZ1215'U.S. HIGHWAY 99, 53 FEET NORTH OF GRAVEL DRIVEWAY, AND 3 FEET
 NZ1215'NORTH OF A WHITE WOODEN WITNESS POST.
 NZ1215'
 NZ1215'THERE WERE NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.
 NZ1215'
 NZ1215'THE STATION WAS MARKED IN 1962 AND OCCUPIED IN 1963.
 NZ1215
 NZ1215                          STATION RECOVERY (1984)
 NZ1215
 NZ1215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 NZ1215'THE STATION WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARKS 1 AND 2
 NZ1215'WERE ESTABLISHED AT THIS TIME.  THE STATION IS LOCATED ABOUT 0.4 KM
 NZ1215'(0.25 MI) SOUTH OF WOLF CREEK ON THE NORTH SIDE OF OLD US HIGHWAY 99.
 NZ1215'TO REACH THE STATION FROM THE POST OFFICE IN WOLF CREEK  GO SE 0.08 KM
 NZ1215'(0.05 MI) TO HIGHWAY 99, TURN RIGHT AND GO SOUTH ON HIGHWAY 0.4 KM
 NZ1215'(0.25 MI) TO THE MARK ON THE LEFT.  A 20 CENTIMETER RED TILE PIPE
 NZ1215'SURROUNDS THE MARK.
 NZ1215' 
 NZ1215'THE STATION IS A STANDARD ORHD DISK STAMPED--FOX CGS 1962---, SET INTO
 NZ1215'THE TOP OF A METAL PIPE, 5 CM IN DIAMETER, RECESSED 20 CM BELOW THE
 NZ1215'GROUND.  THE STATION IS LOCATED 16.8 METERS (55.1 FT) NORTH FROM THE
 NZ1215'CENTERLINE OF A DRIVEWAY, 7.4 METERS (24.3 FT) NORTHEAST FROM THE
 NZ1215'CENTERLINE OF OLD HIGHWAY 99, 0.3 METERS (1.0 FT) WEST FROM A
 NZ1215'FIBERGLASS WITNESS POST.
 NZ1215' 
 NZ1215'REFERENCE MARK NO 1 IS A STANDARD NGS DISK STAMPED--FOX ORHD 1963 NO 1
 NZ1215'1984--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 25 CM IN
 NZ1215'DIAMETER, PROJECTING 5 CM ABOVE THE GROUND.  THE STATION IS LOCATED
 NZ1215'11.2 METERS (36.7 FT) EAST FROM THE CENTERLINE OF HIGHWAY, 9.5 METERS
 NZ1215'(31.2 FT) SOUTH FROM NORTH END OF A CULVERT UNDER THE HIGHWAY, 4.3
 NZ1215'METERS, (14.1 FT) SOUTHEAST FROM A 25 CM IN DIAMETER JUNIPER TREE AND
 NZ1215'1 METER (3.3 FT) LOWER THAN THE STATION.
 NZ1215' 
 NZ1215'REFERENCE MARK NO 2 IS A STANDARD NGS DISK STAMPED--FOX ORHD 1963 NO 2
 NZ1215'1984--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 25 CM IN
 NZ1215'DIAMETER, PROJECTING 5 CM ABOVE THE GROUND. THE STATION IS LOCATED
 NZ1215'10.5 METERS (34.4 FT) EAST FROM THE CENTERLINE OF OLD HIGHWAY, 7.4
 NZ1215'METERS (24.3 FT) NORTH FROM THE CENTERLINE OF GRAVEL DRIVEWAY, 3.3
 NZ1215'METERS (10.8 FT) NORTHWEST FROM THE NORTH END OF A CULVERT UNDER THE
 NZ1215'DRIVEWAY, 0.9 METERS (3.0 FT) NORTHEAST FROM A 20 CENTIMETER IN
 NZ1215'DIAMETER JUNIPER TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1767 ***********************************************************************
 QE1767  DESIGNATION -  FOX
 QE1767  PID         -  QE1767
 QE1767  STATE/COUNTY-  OR/MARION
 QE1767  USGS QUAD   -  DRAKE CROSSING (1985)
 QE1767
 QE1767                         *CURRENT SURVEY CONTROL
 QE1767  ___________________________________________________________________
 QE1767* NAD 83(1991)-  44 55 19.93472(N)    122 43 35.42597(W)     ADJUSTED  
 QE1767* NAVD 88     -       320.     (meters)    1050.     (feet)  VERTCON   
 QE1767  ___________________________________________________________________
 QE1767  LAPLACE CORR-           3.59  (seconds)                    DEFLEC99
 QE1767  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 QE1767  HORZ ORDER  -  SECOND
 QE1767
 QE1767.The horizontal coordinates were established by classical geodetic methods
 QE1767.and adjusted by the National Geodetic Survey in October 1991.
 QE1767
 QE1767.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE1767.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE1767
 QE1767.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE1767
 QE1767.The geoid height was determined by GEOID03.
 QE1767
 QE1767;                    North         East     Units Scale Factor Converg.
 QE1767;SPC OR N     -   141,938.845 2,324,248.712   MT  0.99990379   -1 34 44.4
 QE1767;SPC OR N     -   465,678.63  7,625,487.90   iFT  0.99990379   -1 34 44.4
 QE1767;UTM  10      - 4,974,344.697   521,584.565   MT  0.99960573   +0 11 35.3
 QE1767
 QE1767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE1767!SPC OR N     -   0.99995342  x   0.99990379  =   0.99985722
 QE1767!UTM  10      -   0.99995342  x   0.99960573  =   0.99955917
 QE1767
 QE1767:                Primary Azimuth Mark                     Grid Az
 QE1767:SPC OR N     -  MULKEY=ROAD 46 STA 356+30.5 PT           020 04 00.0
 QE1767:UTM  10      -  MULKEY=ROAD 46 STA 356+30.5 PT           018 17 40.3
 QE1767
 QE1767|---------------------------------------------------------------------|
 QE1767| PID    Reference Object                     Distance      Geod. Az  |
 QE1767|                                                           dddmmss.s |
 QE1767| CE0917 MULKEY=ROAD 46 STA 356+30.5 PT                     0182915.6 |
 QE1767|---------------------------------------------------------------------|
 QE1767
 QE1767                          SUPERSEDED SURVEY CONTROL
 QE1767
 QE1767  NAD 83(1986)-  44 55 19.95636(N)    122 43 35.44210(W) AD(       ) 2
 QE1767  NAD 27      -  44 55 20.51740(N)    122 43 31.12636(W) AD(       ) 2
 QE1767  NGVD 29 (07/19/86)  319.     (m)         1047.     (f) VERT ANG    3  
 QE1767
 QE1767.Superseded values are not recommended for survey control.
 QE1767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1767.See file dsdata.txt to determine how the superseded data were derived.
 QE1767
 QE1767_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ2158574345(NAD 83)
 QE1767_MARKER: DD = SURVEY DISK
 QE1767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE1767_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QE1767
 QE1767  HISTORY     - Date     Condition        Report By
 QE1767  HISTORY     - 1972     MONUMENTED       OR-047
 QE1767
 QE1767                          STATION DESCRIPTION
 QE1767
 QE1767'DESCRIBED BY MARION COUNTY OREGON 1972 (ADG)
 QE1767'THE STATION IS LOCATED ABOUT 7.3 MILES SOUTHEAST OF THE CITY OF
 QE1767'SILVERTON ON COUNTY ROAD NO. 770 AND SITUATED IN THE N.W. 1/4 OF
 QE1767'THE N.E. 1/4 OF SECTION 31, TOWNSHIP 7 SOUTH, RANGE 1 EAST,
 QE1767'WILLAMETTE MERIDIAN, MARION COUNTY, OREGON.
 QE1767'
 QE1767'TO REACH THE STATION FROM THE OLD STEEL BRIDGE OVER SILVER CREEK
 QE1767'IN THE BUSINESS DISTRICT IN SILVERTON, GO WEST ON WEST MAIN STREET
 QE1767'FOR ABOUT 6 BLOCK TO EUREKA AVENUE BY THE CITY WATER TANK.  TURN
 QE1767'LEFT ONTO MARKET ROAD NO. 46 (EUREKA AVENUE) AND GO PAST COUNTY
 QE1767'ROAD NO. 759, MARKET ROAD NO. 79 FOR ABOUT 7.5 MILES TO COUNTY
 QE1767'ROAD NO. 770 ON THE RIGHT.  TURN RIGHT (WEST) ON MARKET ROAD
 QE1767'NO. 770 AND GO FOR ABOUT 1500 FEET TO THE TOP OF THE HILL AND
 QE1767'STATION MARK.  POINT IS ON THE VERY TIP TOP OF HILL AND 20.5
 QE1767'FEET NORTH OF A 36 IN MAPLE TREE.  POINT IS ALSO IN THE MIDDLE
 QE1767'OF A FARM DRIVEWAY TO THE SOUTH.  A GEODETIC MARKER POST
 QE1767'BEARS SOUTH 20 FEET BESIDE TREE.
 QE1767'
 QE1767'THE STATION MARK IS A MARION COUNTY BRASS DISK STAMPED MARION
 QE1767'COUNTY.  T7S, R1E.  C.R. 770.  P.O.T., SET IN THE TOP OF AN 8
 QE1767'INCH CYLINDRICAL CONCRETE POST AND 7 INCHES BELOW THE SURFACE OF
 QE1767'THE PAVEMENT.  A MARION COUNTY CAST IRON BOX ENCASES THE TOP OF
 QE1767'THE CONCRETE POST AND HAS A METAL COVER EMBOSSED WITH THE WORDS
 QE1767'MARION COUNTY MONUMENT.  THERE IS NO UNDERGROUND STATION MARK
 QE1767'FOR THIS STATION.
 QE1767'
 QE1767'AZIMUTH MARK IS STATION MULKEY WHICH IS 0.5 MILE NORTHEAST OF
 QE1767'STATION FOX AND IS A COUNTY MONUMENT FLUSH WITH AND IN THE CENTER
 QE1767'OF THE PAVEMENT AT CENTERLINE STATION P.T. 356+30.5 OF MARKET
 QE1767'ROAD NO. 46.  POINT IS 0.45 MILE NORTH OF THE INTERSECTION OF THE
 QE1767'TWO ROADS.  POINT IS AT THE SOUTHERLY END OF THE CURVE NEAR TOP
 QE1767'OF HILL.  THE AZIMUTH MARK IS A MARION COUNTY BRASS DISK STAMPED
 QE1767'MARION COUNTY.  T7S, R1E.  M.R. 46.  P.T. 356+30.5, SET IN THE
 QE1767'TOP OF AN 8 INCH CYLINDRICAL CONCRETE POST AND 7 INCHES BELOW
 QE1767'THE SURFACE OF THE PAVEMENT.  A MARION COUNTY CAST IRON BOX
 QE1767'ENCASES THE TOP OF THE CONCRETE POST AND HAS A METAL COVER
 QE1767'EMBOSSED WITH THE WORDS MARION COUNTY MONUMENT.  THERE IS NO
 QE1767'UNDERGROUND STATION MARK FOR THIS AZIMUTH STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1364 ***********************************************************************
 QD1364  DESIGNATION -  FOX
 QD1364  PID         -  QD1364
 QD1364  STATE/COUNTY-  OR/CROOK
 QD1364  USGS QUAD   -  WILLIAMS PRAIRIE (1992)
 QD1364
 QD1364                         *CURRENT SURVEY CONTROL
 QD1364  ___________________________________________________________________
 QD1364* NAD 83(1991)-  44 17 13.42084(N)    120 09 20.49576(W)     ADJUSTED  
 QD1364* NAVD 88     -      1533.7    (meters)    5032.     (feet)  VERTCON   
 QD1364  ___________________________________________________________________
 QD1364  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 QD1364  GEOID HEIGHT-         -19.16  (meters)                     GEOID03
 QD1364  HORZ ORDER  -  THIRD
 QD1364
 QD1364.The horizontal coordinates were established by classical geodetic methods
 QD1364.and adjusted by the National Geodetic Survey in October 1991.
 QD1364
 QD1364.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1364.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1364
 QD1364.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1364
 QD1364.The geoid height was determined by GEOID03.
 QD1364
 QD1364;                    North         East     Units Scale Factor Converg.
 QD1364;SPC OR S     -   291,158.314 1,527,484.314   MT  1.00008566   +0 14 08.0
 QD1364;SPC OR S     -   955,243.81  5,011,431.48   iFT  1.00008566   +0 14 08.0
 QD1364;UTM  10      - 4,907,691.778   726,939.856   MT  1.00023343   +1 59 12.8
 QD1364
 QD1364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1364!SPC OR S     -   0.99976257  x   1.00008566  =   0.99984821
 QD1364!UTM  10      -   0.99976257  x   1.00023343  =   0.99999594
 QD1364
 QD1364|---------------------------------------------------------------------|
 QD1364| PID    Reference Object                     Distance      Geod. Az  |
 QD1364|                                                           dddmmss.s |
 QD1364| QD1380 FOX RM 2                             29.215 METERS 23251     |
 QD1364| QD1379 FOX RM 1                             29.840 METERS 32502     |
 QD1364|---------------------------------------------------------------------|
 QD1364
 QD1364                          SUPERSEDED SURVEY CONTROL
 QD1364
 QD1364  NAD 83(1986)-  44 17 13.43797(N)    120 09 20.49874(W) AD(       ) 3
 QD1364  NGVD 29 (09/20/87) 1532.5    (m)         5028.     (f) H LEVEL     3  
 QD1364
 QD1364.Superseded values are not recommended for survey control.
 QD1364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1364.See file dsdata.txt to determine how the superseded data were derived.
 QD1364
 QD1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGQ2694007692(NAD 83)
 QD1364_MARKER: DD = SURVEY DISK
 QD1364_SETTING: 66 = SET IN ROCK OUTCROP
 QD1364_SP_SET: SET IN BEDROCK
 QD1364_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QD1364+STABILITY: POSITION/ELEVATION WELL
 QD1364
 QD1364  HISTORY     - Date     Condition        Report By
 QD1364  HISTORY     - 1963     MONUMENTED       USGS
 QD1364
 QD1364                          STATION DESCRIPTION
 QD1364
 QD1364'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 QD1364'LOCATED ABOUT 22 MI W. OF RAGER RANGER STATION, 21 MI S. OF
 QD1364'MITCHELL, ON LARGE, BARE, LAVA PLATEAU.
 QD1364'
 QD1364'TO REACH FROM MITCHELL POST OFFICE, DRIVE 0.25 MI E. ALONG
 QD1364'BUSINESS LOOP OF HWY 26 TO JCT. WITH U.S. HWY. 26, GO 0.2 MI E.
 QD1364'ALONG HWY. TO JCT. WITH BIG SUMMIT PRAIRIE RD.  TURN RIGHT 13.4
 QD1364'MI ALONG GRAVEL RD. TO SCOTTS FOREST CAMP.  TURN LEFT 3.8 MI ALONG
 QD1364'FOREST RD. 1337A TO JCT. WITH RD. 1337.  GO 3.9 MI S. ALONG FOREST
 QD1364'RD. 1337 TO CONCRETE BRIDGE ACROSS NORTH FORK CROOKED RIVER,
 QD1364'CONTINUE 0.1 MI ALONG FOREST RD. 1337 TO JCT. WITH RD. 1546.  TURN
 QD1364'LEFT 4.2 MI ALONG FOREST RD. 1546 TO JCT. WITH 1546A.  GO 1.5 MI
 QD1364'ALONG FOREST RD. 1546A TO RD. SIGN
 QD1364'FIR TREE SPRING AND BERKLEY SPRING 1.  TURN LEFT ON DIM RD. 0.9
 QD1364'MI TO VERY LARGE CLEARING AND TWO 15-FT., LONE TREES 300 FT.
 QD1364'APART AND ALONG FENCE.  STATION IS 250 FT. SW. FROM FENCE.
 QD1364'
 QD1364'STATION MARK--STANDARD TABLET STAMPED---FOX 1963---, CEMENTED IN
 QD1364'BEDROCK 4 INCHES BELOW GROUND.
 QD1364'
 QD1364'RM 1--STANDARD RM TABLET STAMPED---NO 1 1963---.
 QD1364'
 QD1364'RM 2--STANDARD RM TABLET STAMPED---NO 2 1963---.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1282 ***********************************************************************
 QE1282  DESIGNATION -  FOX 2
 QE1282  PID         -  QE1282
 QE1282  STATE/COUNTY-  OR/LINCOLN
 QE1282  USGS QUAD   -  YACHATS (1984)
 QE1282
 QE1282                         *CURRENT SURVEY CONTROL
 QE1282  ___________________________________________________________________
 QE1282* NAD 83(1991)-  44 19 48.34829(N)    124 06 07.22898(W)     ADJUSTED  
 QE1282* NAVD 88     -        10.991  (meters)      36.06   (feet)  ADJUSTED  
 QE1282  ___________________________________________________________________
 QE1282  LAPLACE CORR-          15.91  (seconds)                    DEFLEC99
 QE1282  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 QE1282  DYNAMIC HT  -          10.991 (meters)      36.06  (feet)  COMP
 QE1282  MODELED GRAV-     980,594.8   (mgal)                       NAVD 88
 QE1282
 QE1282  HORZ ORDER  -  SECOND
 QE1282  VERT ORDER  -  FIRST     CLASS II
 QE1282
 QE1282.The horizontal coordinates were established by classical geodetic methods
 QE1282.and adjusted by the National Geodetic Survey in October 1991.
 QE1282
 QE1282.The orthometric height was determined by differential leveling
 QE1282.and adjusted in June 1991.
 QE1282
 QE1282.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE1282
 QE1282.The geoid height was determined by GEOID03.
 QE1282
 QE1282.The dynamic height is computed by dividing the NAVD 88
 QE1282.geopotential number by the normal gravity value computed on the
 QE1282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1282.degrees latitude (g = 980.6199 gals.).
 QE1282
 QE1282.The modeled gravity was interpolated from observed gravity values.
 QE1282
 QE1282;                    North         East     Units Scale Factor Converg.
 QE1282;SPC OR N     -    80,126.449 2,212,798.155   MT  1.00000082   -2 33 16.2
 QE1282;SPC OR N     -   262,882.05  7,259,836.47   iFT  1.00000082   -2 33 16.2
 QE1282;SPC OR S     -   302,062.301 1,212,762.866   MT  1.00010070   -2 27 51.5
 QE1282;SPC OR S     -   991,018.05  3,978,880.79   iFT  1.00010070   -2 27 51.5
 QE1282;UTM  10      - 4,909,127.502   412,138.671   MT  0.99969494   -0 46 12.4
 QE1282
 QE1282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE1282!SPC OR N     -   1.00000203  x   1.00000082  =   1.00000285
 QE1282!SPC OR S     -   1.00000203  x   1.00010070  =   1.00010273
 QE1282!UTM  10      -   1.00000203  x   0.99969494  =   0.99969697
 QE1282
 QE1282:                Primary Azimuth Mark                     Grid Az
 QE1282:SPC OR N     -  SHORE RESET                              014 11 56.4
 QE1282:SPC OR S     -  SHORE RESET                              014 06 31.7
 QE1282:UTM  10      -  SHORE RESET                              012 24 52.6
 QE1282
 QE1282|---------------------------------------------------------------------|
 QE1282| PID    Reference Object                     Distance      Geod. Az  |
 QE1282|                                                           dddmmss.s |
 QE1282| QE1290 SHORE RESET                         APPROX. 2.3 KM 0113840.2 |
 QE1282| CE1502 FOX 2 RM 1                           24.128 METERS 09518     |
 QE1282| QE1280 FOX                                   8.353 METERS 21235     |
 QE1282|---------------------------------------------------------------------|
 QE1282
 QE1282                          SUPERSEDED SURVEY CONTROL
 QE1282
 QE1282  NAD 83(1986)-  44 19 48.36173(N)    124 06 07.29630(W) AD(       ) 2
 QE1282  NAD 27      -  44 19 48.93514(N)    124 06 02.86182(W) AD(       ) 2
 QE1282  NGVD 29 (07/19/86)    9.9    (m)           32.     (f) VERT ANG    3  
 QE1282
 QE1282.Superseded values are not recommended for survey control.
 QE1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1282.See file dsdata.txt to determine how the superseded data were derived.
 QE1282
 QE1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ1213909128(NAD 83)
 QE1282_MARKER: DS = TRIANGULATION STATION DISK
 QE1282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE1282_SP_SET: CONCRETE POST
 QE1282_STAMPING: FOX 2 1963
 QE1282_MARK LOGO: CGS   
 QE1282_PROJECTION: FLUSH
 QE1282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE1282+STABILITY: SURFACE MOTION
 QE1282
 QE1282  HISTORY     - Date     Condition        Report By
 QE1282  HISTORY     - 1963     MONUMENTED       CGS
 QE1282  HISTORY     - 1963     GOOD             CGS
 QE1282  HISTORY     - 1967     GOOD             CGS
 QE1282  HISTORY     - 1971     GOOD             NGS
 QE1282  HISTORY     - 1988     GOOD             NGS
 QE1282
 QE1282                          STATION DESCRIPTION
 QE1282
 QE1282'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (FN)
 QE1282'THE STATION IS 1-1/4 MILES NORTH OF YACHATS IN THE LAWN OF
 QE1282'MR. J. F. HOWARDS BEACH HOME.
 QE1282'
 QE1282'TO REACH THE STATION FROM THE POST OFFICE IN YACHATS GO NORTH
 QE1282'ON U.S. HIGHWAY 101 FOR 1.25 MILE TO SALMON STREET AT MILE POST
 QE1282'163, TURN LEFT AND GO WEST ON SALMON STREET FOR 1.0 MILE TO THE
 QE1282'END OF TRUCK TRAVEL.  FROM HERE PACK WEST ON PLANK BOARD WALK
 QE1282'ACROSS A SMALL DITCH AND CONTINUE WEST ABOUT 150 FEET TO THE
 QE1282'WEST SIDE OF MR. HOWARDS HOUSE AND STATION.
 QE1282'
 QE1282'THE STATION MARK, STAMPED FOX 2 1963, IS A STANDARD DISK SET
 QE1282'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH
 QE1282'WITH THE GROUND.  IT IS 41 FEET NORTHWEST OF THE SOUTHWEST
 QE1282'CORNER OF THE HOUSE, 22 FEET WEST OF THE NORTHWEST CORNER OF
 QE1282'THE HOUSE AND 19 FEET EAST OF THE EDGE OF THE BANK.
 QE1282'
 QE1282'REFERENCE MARK NO. 1, STAMPED FOX 2 NO 1 1963, IS A STANDARD
 QE1282'DISK SET IN THE TOP OF A CONCRETE CYLINDER THAT IS FLUSH WITH
 QE1282'THE GROUND.  IT IS 13 FEET NORTH OF THE NORTH SIDE OF THE HOUSE
 QE1282'AND 10 FEET SOUTH OF THE BANK.
 QE1282'
 QE1282'FOX 1927, A STANDARD STATION MARK DISK SET IN THE TOP OF A
 QE1282'CONCRETE CYLINDER, MAY BE USED FOR A REFERENCE MARK.  IT IS
 QE1282'38 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE HOUSE, 28 FEET
 QE1282'WEST OF THE SOUTHWEST CORNER OF THE HOUSE AND 0.8 FOOT
 QE1282'NORTHEAST OF THE EDGE OF THE BANK.
 QE1282'
 QE1282'NOTE--MR. J. F. HOWARD, THE PROPERTY OWNER, REQUESTED THAT FOX
 QE1282'1927 SHOULD NOT BE DISTURBED AS IT WOULD TEND TO MAKE THE SOIL
 QE1282'ERODE MORE IF IT WAS LOOSENED.
 QE1282
 QE1282                          STATION RECOVERY (1963)
 QE1282
 QE1282'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 QE1282'1.26 MI NW FROM YACHATS.
 QE1282'REACHED FROM THE POST OFFICE IN YACHATS BY GOING NORTH ON U.S. HIGHWAY
 QE1282'101 FOR 1.25 MILES TO SALMON STREET, TURN LEFT AND GO WEST ON SALMON
 QE1282'STREET FOR 0.1 MILE TO THE END OF TRUCK TRAVEL.  FROM HERE PACK WEST
 QE1282'ON PLANK BOARD WALK ACROSS A SMALL DITCH AND CONTINUE WEST ABOUT 150
 QE1282'FEET TO THE WEST SIDE OF MR. J. F. HOWARDS HOUSE AND STATION. IT IS 41
 QE1282'FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE, 22 FEET WEST OF
 QE1282'THE NORTHWEST CORNER OF THE HOUSE AND 19 FEET EAST OF THE EDGE OF THE
 QE1282'BANK, AND SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS
 QE1282'FLUSH WITH THE GROUND.  THIS MARK IS 28 FEET NORTH-NORTHEAST OF
 QE1282'STATION FOX 1927, WHICH IS RAPIDLY BEING LOST TO EROSION.
 QE1282
 QE1282                          STATION RECOVERY (1967)
 QE1282
 QE1282'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (NET)
 QE1282'THE STATION MARK, STAMPED FOX 2 1963, REFERENCE MARK NO. 1,
 QE1282'STAMPED FOX 2 NO 1 1963 AND THE STATION MARK, STAMPED FOX 1927,
 QE1282'WHICH WAS USED FOR A REFERENCE MARK, WERE RECOVERED AS DESCRIBED.
 QE1282'
 QE1282'NOTE--IT IS NO LONGER POSSIBLE TO SET A TRIPOD OVER STATION
 QE1282'FOX 1927.
 QE1282
 QE1282                          STATION RECOVERY (1971)
 QE1282
 QE1282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (DRT)
 QE1282'STATION AND REFERENCE MARK RECOVERED IN GOOD CONDITION.  TO REACH
 QE1282'OF F.N. ADEQUATE, BUT STATION CAN BE REACHED BY TRUCK BY TAKING
 QE1282'SPRUCE STREET (SECOND STREET SOUTH OF SALMON ST.) FOR 0.1 MILE
 QE1282'WHERE ROAD TURNS RIGHT.  FOLLOW DRIVE TO RIGHT AND THEN LEFT
 QE1282'ACROSS CREEK BED TO MR. HOWARDS HOUSE.  HOWARD PUBLISHES ALBANY
 QE1282'PAPER.  SITE MINIMALLY SUITABLE FOR SEA- FIX.
 QE1282
 QE1282                          STATION RECOVERY (1988)
 QE1282
 QE1282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QE1282'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  11.6 KM
 QE1282'(7.20 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM ITS JUNCTION WITH
 QE1282'STATE HIGHWAY 34 IN WALDPORT, THENCE 0.2 KM (0.10 MI) WESTERLY ALONG
 QE1282'PERCH STREET AND A DRIVEWAY, AT THE EDGE OF A BANK OVERLOOKING THE
 QE1282'PACIFIC OCEAN, 12.5 M (41.0 FT) NORTHWEST OF THE SOUTHWEST CORNER OF
 QE1282'A HOUSE, AND 6.7 M (22.0 FT) WEST OF THE NORTHWEST CORNER OF THE
 QE1282'HOUSE.
 QE1282'THE MARK IS ABOVE LEVEL WITH THE HOUSE YARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0782 ***********************************************************************
 PB0782  DESIGNATION -  FOX BUTTE
 PB0782  PID         -  PB0782
 PB0782  STATE/COUNTY-  OR/LAKE
 PB0782  USGS QUAD   -  FOX BUTTE (1981)
 PB0782
 PB0782                         *CURRENT SURVEY CONTROL
 PB0782  ___________________________________________________________________
 PB0782* NAD 83(1991)-  43 36 38.23390(N)    120 50 34.04401(W)     ADJUSTED  
 PB0782* NAVD 88     -      1863.9    (meters)    6115.     (feet)  VERTCON   
 PB0782  ___________________________________________________________________
 PB0782  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 PB0782  GEOID HEIGHT-         -20.25  (meters)                     GEOID03
 PB0782  HORZ ORDER  -  THIRD
 PB0782
 PB0782.The horizontal coordinates were established by classical geodetic methods
 PB0782.and adjusted by the National Geodetic Survey in October 1991.
 PB0782
 PB0782.The NAVD 88 height was computed by applying the VERTCON shift value to
 PB0782.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PB0782
 PB0782.The Laplace correction was computed from DEFLEC99 derived deflections.
 PB0782
 PB0782.The geoid height was determined by GEOID03.
 PB0782
 PB0782;                    North         East     Units Scale Factor Converg.
 PB0782;SPC OR S     -   215,998.772 1,472,329.121   MT  0.99992433   -0 14 04.3
 PB0782;SPC OR S     -   708,657.39  4,830,476.12   iFT  0.99992433   -0 14 04.3
 PB0782;UTM  10      - 4,830,887.757   674,081.531   MT  0.99997276   +1 29 17.9
 PB0782
 PB0782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PB0782!SPC OR S     -   0.99971097  x   0.99992433  =   0.99963532
 PB0782!UTM  10      -   0.99971097  x   0.99997276  =   0.99968374
 PB0782
 PB0782|---------------------------------------------------------------------|
 PB0782| PID    Reference Object                     Distance      Geod. Az  |
 PB0782|                                                           dddmmss.s |
 PB0782| CS4177 FOX BUTTE RM 1                        7.724 METERS 11012     |
 PB0782| CS4175 FOX BUTTE RM 2                       18.773 METERS 19239     |
 PB0782| PB0777 ANTELOPE                            APPROX.22.4 KM 3533055.0 |
 PB0782|---------------------------------------------------------------------|
 PB0782
 PB0782                          SUPERSEDED SURVEY CONTROL
 PB0782
 PB0782  NAD 83(1986)-  43 36 38.23022(N)    120 50 34.04684(W) AD(       ) 3
 PB0782  NGVD 29 (04/26/90) 1862.6    (m)         6111.     (f) VERT ANG    3  
 PB0782
 PB0782.Superseded values are not recommended for survey control.
 PB0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0782.See file dsdata.txt to determine how the superseded data were derived.
 PB0782
 PB0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP7408230888(NAD 83)
 PB0782_MARKER: DS = TRIANGULATION STATION DISK
 PB0782_SETTING: 80 = SET IN A BOULDER
 PB0782_SP_SET: SET IN DRILL HOLE IN A BOULDER
 PB0782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0782+STABILITY: SURFACE MOTION
 PB0782
 PB0782  HISTORY     - Date     Condition        Report By
 PB0782  HISTORY     - 1966     MONUMENTED       USGS
 PB0782
 PB0782                          STATION DESCRIPTION
 PB0782
 PB0782'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 PB0782'LOCATED ABOUT 39 MI SE. OF BEND, ABOUT 19 MI SW. OF BROTHERS, 6.5
 PB0782'MI S. OF SAND SPRING.  ON TOP OF CINDER HILL CALLED FOX BUTTE.
 PB0782'
 PB0782'TO REACH FROM JCT. OF U.S. HWYS. 20 AND 97 AT BEND, DRIVE 21 MI
 PB0782'E. ON U.S. HWY. 20.  TURN RIGHT OFF HWY. FOLLOWING MAIN RD. 5.8 MI
 PB0782'S. TO RD. FORK.  TAKE LEFT FORK FOLLOWING MAIN RD. 12.9 MI TO SAND
 PB0782'SPRING, CONTINUE STRAIGHT AHEAD 4.3 MI TO RD. FORK, CONTINUE
 PB0782'STRAIGHT AHEAD AS PER SIGN CABIN LAKE GUARD STATION 2.5 MI TO
 PB0782'RD. FORK AND SIGN FOX BUTTE LO.  TURN LEFT FOLLOWING RD. 1.5 MI
 PB0782'TO TOP OF CINDER HILL AND STATION.
 PB0782'
 PB0782'STATION MARK--STANDARD TABLET STAMPED---FOX BUTTE 1966---, CEMENTED
 PB0782'IN DRILL HOLE IN BURIED BOULDER.
 PB0782'
 PB0782'RM 1--STANDARD RM TABLET STAMPED---NO 1 1966---, CEMENTED IN DRILL
 PB0782'HOLE IN BURIED BOULDER.
 PB0782'
 PB0782'RM 2--STANDARD RM TABLET STAMPED---NO 2 1966---, CEMENTED IN DRILL
 PB0782'HOLE IN BURIED BOULDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0961 ***********************************************************************
 QC0961  DESIGNATION -  FOX CHURCH STEEPLE
 QC0961  PID         -  QC0961
 QC0961  STATE/COUNTY-  OR/GRANT
 QC0961  USGS QUAD   -  FOX (1990)
 QC0961
 QC0961                         *CURRENT SURVEY CONTROL
 QC0961  ___________________________________________________________________
 QC0961* NAD 83(1991)-  44 38 43.46646(N)    119 08 37.34789(W)     ADJUSTED  
 QC0961* NAVD 88     -              **(meters)            **(feet)            
 QC0961  ___________________________________________________________________
 QC0961  LAPLACE CORR-           6.43  (seconds)                    DEFLEC99
 QC0961  GEOID HEIGHT-         -18.15  (meters)                     GEOID03
 QC0961  HORZ ORDER  -  THIRD
 QC0961
 QC0961.The horizontal coordinates were established by classical geodetic methods
 QC0961.and adjusted by the National Geodetic Survey in October 1991.
 QC0961
 QC0961
 QC0961.The Laplace correction was computed from DEFLEC99 derived deflections.
 QC0961
 QC0961.The geoid height was determined by GEOID03.
 QC0961
 QC0961;                    North         East     Units Scale Factor Converg.
 QC0961;SPC OR N     -   109,662.788 2,607,584.953   MT  0.99993602   +0 57 42.7
 QC0961;SPC OR N     -   359,786.05  8,555,068.74   iFT  0.99993602   +0 57 42.7
 QC0961;UTM  11      - 4,945,796.179   330,003.621   MT  0.99995539   -1 30 24.4
 QC0961
 QC0961                          SUPERSEDED SURVEY CONTROL
 QC0961
 QC0961  NAD 83(1986)-  44 38 43.47320(N)    119 08 37.34506(W) AD(       ) 4
 QC0961  NAD 27      -  44 38 43.93000(N)    119 08 33.45000(W) AD(       ) 3
 QC0961
 QC0961.Superseded values are not recommended for survey control.
 QC0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0961.See file dsdata.txt to determine how the superseded data were derived.
 QC0961
 QC0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK3000445796(NAD 83)
 QC0961
 QC0961  HISTORY     - Date     Condition        Report By
 QC0961  HISTORY     - 1939     MONUMENTED       USFS
 QC0961  HISTORY     - 1942     SEE DESCRIPTION  CGS
 QC0961
 QC0961                          STATION DESCRIPTION
 QC0961
 QC0961'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (LAM)
 QC0961'THIS UNCHECKED INTERSECTION STATION IS STEEPLE ON CHURCH IN TOWN
 QC0961'OF FOX.  IN 1939 CHURCH WAS PAINTED WHITE AND WAS THE ONLY
 QC0961'CHURCH IN COMMUNITY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1281 ***********************************************************************
 QE1281  DESIGNATION -  FOX RM 1
 QE1281  PID         -  QE1281
 QE1281  STATE/COUNTY-  OR/LINCOLN
 QE1281  USGS QUAD   -  YACHATS (1984)
 QE1281
 QE1281                         *CURRENT SURVEY CONTROL
 QE1281  ___________________________________________________________________
 QE1281* NAD 83(1986)-  44 19 49.     (N)    124 06 07.     (W)     SCALED    
 QE1281* NAVD 88     -        10.038  (meters)      32.93   (feet)  ADJUSTED  
 QE1281  ___________________________________________________________________
 QE1281  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 QE1281  DYNAMIC HT  -          10.038 (meters)      32.93  (feet)  COMP
 QE1281  MODELED GRAV-     980,594.5   (mgal)                       NAVD 88
 QE1281
 QE1281  VERT ORDER  -  FIRST     CLASS II
 QE1281
 QE1281.The horizontal coordinates were scaled from a topographic map and have
 QE1281.an estimated accuracy of +/- 6 seconds.
 QE1281
 QE1281.The orthometric height was determined by differential leveling
 QE1281.and adjusted in June 1991.
 QE1281
 QE1281.The geoid height was determined by GEOID03.
 QE1281
 QE1281.The dynamic height is computed by dividing the NAVD 88
 QE1281.geopotential number by the normal gravity value computed on the
 QE1281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1281.degrees latitude (g = 980.6199 gals.).
 QE1281
 QE1281.The modeled gravity was interpolated from observed gravity values.
 QE1281
 QE1281;                    North         East    Units  Estimated Accuracy
 QE1281;SPC OR N     -    80,150.    2,212,800.      MT  (+/- 180 meters Scaled)
 QE1281
 QE1281                          SUPERSEDED SURVEY CONTROL
 QE1281
 QE1281  NGVD 29 (??/??/92)    9.006  (m)           29.55   (f) ADJ UNCH    1 2
 QE1281
 QE1281.Superseded values are not recommended for survey control.
 QE1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1281.See file dsdata.txt to determine how the superseded data were derived.
 QE1281
 QE1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ121091(NAD 83)
 QE1281_MARKER: DR = REFERENCE MARK DISK
 QE1281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE1281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE1281_STAMPING: FOX NO. 1 1927
 QE1281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE1281+STABILITY: SURFACE MOTION
 QE1281
 QE1281  HISTORY     - Date     Condition        Report By
 QE1281  HISTORY     - 1927     MONUMENTED       CGS
 QE1281  HISTORY     - 1941     GOOD             NGS
 QE1281  HISTORY     - 1988     MARK NOT FOUND   NGS
 QE1281
 QE1281                          STATION DESCRIPTION
 QE1281
 QE1281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QE1281'1.5 MI N FROM YACHATS.
 QE1281'ALONG U. S. HIGHWAY 101, 1.5 MILES NORTH OF YACHATS, 800 FEET WEST OF
 QE1281'THE HIGHWAY, ON THE FIRST PROMINENT POINT SOUTH OF SALMON CREEK, 40
 QE1281'FEET WEST OF TRIANGULATION STATION FOX, SET IN CONCRETE AND TILE POST.
 QE1281
 QE1281                          STATION RECOVERY (1988)
 QE1281
 QE1281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QE1281'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1279 ***********************************************************************
 QE1279  DESIGNATION -  FOX RM 2
 QE1279  PID         -  QE1279
 QE1279  STATE/COUNTY-  OR/LINCOLN
 QE1279  USGS QUAD   -  YACHATS (1984)
 QE1279
 QE1279                         *CURRENT SURVEY CONTROL
 QE1279  ___________________________________________________________________
 QE1279* NAD 83(1986)-  44 19 48.     (N)    124 06 06.     (W)     SCALED    
 QE1279* NAVD 88     -        10.335  (meters)      33.91   (feet)  ADJUSTED  
 QE1279  ___________________________________________________________________
 QE1279  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 QE1279  DYNAMIC HT  -          10.334 (meters)      33.90  (feet)  COMP
 QE1279  MODELED GRAV-     980,594.4   (mgal)                       NAVD 88
 QE1279
 QE1279  VERT ORDER  -  FIRST     CLASS II
 QE1279
 QE1279.The horizontal coordinates were scaled from a topographic map and have
 QE1279.an estimated accuracy of +/- 6 seconds.
 QE1279
 QE1279.The orthometric height was determined by differential leveling
 QE1279.and adjusted in June 1991.
 QE1279
 QE1279.The geoid height was determined by GEOID03.
 QE1279
 QE1279.The dynamic height is computed by dividing the NAVD 88
 QE1279.geopotential number by the normal gravity value computed on the
 QE1279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1279.degrees latitude (g = 980.6199 gals.).
 QE1279
 QE1279.The modeled gravity was interpolated from observed gravity values.
 QE1279
 QE1279;                    North         East    Units  Estimated Accuracy
 QE1279;SPC OR N     -    80,110.    2,212,830.      MT  (+/- 180 meters Scaled)
 QE1279
 QE1279                          SUPERSEDED SURVEY CONTROL
 QE1279
 QE1279  NGVD 29 (??/??/92)    9.303  (m)           30.52   (f) ADJ UNCH    1 2
 QE1279
 QE1279.Superseded values are not recommended for survey control.
 QE1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1279.See file dsdata.txt to determine how the superseded data were derived.
 QE1279
 QE1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ121091(NAD 83)
 QE1279_MARKER: DR = REFERENCE MARK DISK
 QE1279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE1279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE1279_STAMPING: FOX NO. 2 1927
 QE1279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE1279+STABILITY: SURFACE MOTION
 QE1279
 QE1279  HISTORY     - Date     Condition        Report By
 QE1279  HISTORY     - 1927     MONUMENTED       CGS
 QE1279  HISTORY     - 1941     GOOD             NGS
 QE1279  HISTORY     - 1988     MARK NOT FOUND   NGS
 QE1279
 QE1279                          STATION DESCRIPTION
 QE1279
 QE1279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QE1279'1.5 MI N FROM YACHATS.
 QE1279'ALONG U. S. HIGHWAY 101, 1.5 MILES NORTH OF YACHATS, 800 FEET WEST OF
 QE1279'THE HIGHWAY, ON THE FIRST PROMINENT POINT SOUTH OF SALMON CREEK, 35
 QE1279'FEET SOUTHEAST OF TRIANGULATION STATION FOX, SET IN CONCRETE AND TILE
 QE1279'POST.
 QE1279
 QE1279                          STATION RECOVERY (1988)
 QE1279
 QE1279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QE1279'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0258 ***********************************************************************
 PA0258  DESIGNATION -  FR 313
 PA0258  PID         -  PA0258
 PA0258  STATE/COUNTY-  OR/HARNEY
 PA0258  USGS QUAD   -  STINKINGWATER PASS (1978)
 PA0258
 PA0258                         *CURRENT SURVEY CONTROL
 PA0258  ___________________________________________________________________
 PA0258* NAD 83(1986)-  43 43 39.     (N)    118 30 26.     (W)     SCALED    
 PA0258* NAVD 88     -      1271.941  (meters)    4173.03   (feet)  ADJUSTED  
 PA0258  ___________________________________________________________________
 PA0258  GEOID HEIGHT-         -18.45  (meters)                     GEOID03
 PA0258  DYNAMIC HT  -        1271.361 (meters)    4171.12  (feet)  COMP
 PA0258  MODELED GRAV-     980,118.7   (mgal)                       NAVD 88
 PA0258
 PA0258  VERT ORDER  -  FIRST     CLASS II
 PA0258
 PA0258.The horizontal coordinates were scaled from a topographic map and have
 PA0258.an estimated accuracy of +/- 6 seconds.
 PA0258
 PA0258.The orthometric height was determined by differential leveling
 PA0258.and adjusted in June 1991.
 PA0258
 PA0258.The geoid height was determined by GEOID03.
 PA0258
 PA0258.The dynamic height is computed by dividing the NAVD 88
 PA0258.geopotential number by the normal gravity value computed on the
 PA0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0258.degrees latitude (g = 980.6199 gals.).
 PA0258
 PA0258.The modeled gravity was interpolated from observed gravity values.
 PA0258
 PA0258;                    North         East    Units  Estimated Accuracy
 PA0258;SPC OR S     -   230,840.    1,660,540.      MT  (+/- 180 meters Scaled)
 PA0258
 PA0258                          SUPERSEDED SURVEY CONTROL
 PA0258
 PA0258  NGVD 29 (??/??/92) 1270.798  (m)         4169.28   (f) ADJ UNCH    1 2
 PA0258
 PA0258.Superseded values are not recommended for survey control.
 PA0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0258.See file dsdata.txt to determine how the superseded data were derived.
 PA0258
 PA0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ786427(NAD 83)
 PA0258_MARKER: DD = SURVEY DISK
 PA0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PA0258_STAMPING: F R 313 1934 P.I. 357 PLUS 55.9
 PA0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0258+STABILITY: SURFACE MOTION
 PA0258
 PA0258  HISTORY     - Date     Condition        Report By
 PA0258  HISTORY     - 1934     MONUMENTED       ORDT
 PA0258  HISTORY     - 1943     GOOD             NGS
 PA0258
 PA0258                          STATION DESCRIPTION
 PA0258
 PA0258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PA0258'25.7 MI W FROM JUNTURA.
 PA0258'ALONG U.S. HIGHWAY 20, 25.7 MILES WEST OF JUNTURA AND 32.5 MILES EAST
 PA0258'FROM THE POST OFFICE AT BURNS, AT THE SOUTH END OF A DEEP FILL, 3 FEET
 PA0258'ABOVE THE HIGHWAY, ON THE TOE OF A RIDGE, 35 FEET WEST OF THE HIGHWAY
 PA0258'CENTER LINE AND 1.2 FEET EAST OF A REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0501 ***********************************************************************
 QE0501  DESIGNATION -  FRA
 QE0501  PID         -  QE0501
 QE0501  STATE/COUNTY-  OR/POLK
 QE0501  USGS QUAD   -  DALLAS (1986)
 QE0501
 QE0501                         *CURRENT SURVEY CONTROL
 QE0501  ___________________________________________________________________
 QE0501* NAD 83(1986)-  44 55 48.     (N)    123 18 21.     (W)     SCALED    
 QE0501* NAVD 88     -       108.943  (meters)     357.42   (feet)  ADJUSTED  
 QE0501  ___________________________________________________________________
 QE0501  GEOID HEIGHT-         -22.06  (meters)                     GEOID03
 QE0501  DYNAMIC HT  -         108.942 (meters)     357.42  (feet)  COMP
 QE0501  MODELED GRAV-     980,606.3   (mgal)                       NAVD 88
 QE0501
 QE0501  VERT ORDER  -  FIRST     CLASS II
 QE0501
 QE0501.The horizontal coordinates were scaled from a topographic map and have
 QE0501.an estimated accuracy of +/- 6 seconds.
 QE0501
 QE0501.The orthometric height was determined by differential leveling
 QE0501.and adjusted in June 1991.
 QE0501
 QE0501.The geoid height was determined by GEOID03.
 QE0501
 QE0501.The dynamic height is computed by dividing the NAVD 88
 QE0501.geopotential number by the normal gravity value computed on the
 QE0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0501.degrees latitude (g = 980.6199 gals.).
 QE0501
 QE0501.The modeled gravity was interpolated from observed gravity values.
 QE0501
 QE0501;                    North         East    Units  Estimated Accuracy
 QE0501;SPC OR N     -   144,230.    2,278,570.      MT  (+/- 180 meters Scaled)
 QE0501
 QE0501                          SUPERSEDED SURVEY CONTROL
 QE0501
 QE0501  NGVD 29 (??/??/92)  107.906  (m)          354.02   (f) ADJ UNCH    1 2
 QE0501
 QE0501.Superseded values are not recommended for survey control.
 QE0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0501.See file dsdata.txt to determine how the superseded data were derived.
 QE0501
 QE0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ758752(NAD 83)
 QE0501_MARKER: DD = SURVEY DISK
 QE0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0501_STAMPING: FRA S.O.T. 1936 ELEV 353
 QE0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0501+STABILITY: SURFACE MOTION
 QE0501
 QE0501  HISTORY     - Date     Condition        Report By
 QE0501  HISTORY     - 1936     MONUMENTED       DOD
 QE0501  HISTORY     - 1973     GOOD             USGS
 QE0501
 QE0501                          STATION DESCRIPTION
 QE0501
 QE0501'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 QE0501'1.0 MI E FROM DALLAS.
 QE0501'DALLAS, N. ALONG JEFFERSON STREET THEN E. ALONG HWY. LEADING TO
 QE0501'RICKREALL FOR 0.9 MI FROM COUNTY COURTHOUSE AT, 34 FT N. OF CENTERLINE
 QE0501'OF HWY., 13 FT E. OF DRIVEWAY CENTERLINE, AT A BLEACHED-OUT WOODEN
 QE0501'WITNESS POST.  A STD. CORPS OF ENGINEERS, U.S. ARMY DISK, STAMPED FRA
 QE0501'S.O.T. 1936 ELEV 353, SET IN TOP OF A CONC. POST PROJECTING 0.4 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2244 ***********************************************************************
 QE2244  DESIGNATION -  FRANK
 QE2244  PID         -  QE2244
 QE2244  STATE/COUNTY-  OR/LANE
 QE2244  USGS QUAD   -  CHESHIRE (1984)
 QE2244
 QE2244                         *CURRENT SURVEY CONTROL
 QE2244  ___________________________________________________________________
 QE2244* NAD 83(1991)-  44 09 26.04156(N)    123 15 34.97467(W)     ADJUSTED  
 QE2244* NAVD 88     -       105.2    (meters)     345.     (feet)  VERTCON   
 QE2244  ___________________________________________________________________
 QE2244  LAPLACE CORR-          -4.49  (seconds)                    DEFLEC99
 QE2244  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 QE2244  HORZ ORDER  -  SECOND
 QE2244
 QE2244.The horizontal coordinates were established by classical geodetic methods
 QE2244.and adjusted by the National Geodetic Survey in October 1991.
 QE2244
 QE2244.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE2244.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE2244
 QE2244.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2244
 QE2244.The geoid height was determined by GEOID03.
 QE2244
 QE2244;                    North         East     Units Scale Factor Converg.
 QE2244;SPC OR S     -   280,312.059 1,279,269.428   MT  1.00004377   -1 53 17.0
 QE2244;SPC OR S     -   919,658.99  4,197,078.18   iFT  1.00004377   -1 53 17.0
 QE2244;UTM  10      - 4,889,369.479   479,232.632   MT  0.99960530   -0 10 51.3
 QE2244
 QE2244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2244!SPC OR S     -   0.99998712  x   1.00004377  =   1.00003089
 QE2244!UTM  10      -   0.99998712  x   0.99960530  =   0.99959242
 QE2244
 QE2244:                Primary Azimuth Mark                     Grid Az
 QE2244:SPC OR S     -  SEAVIES 3                                106 23 59.3
 QE2244:UTM  10      -  SEAVIES 3                                104 41 33.6
 QE2244
 QE2244|---------------------------------------------------------------------|
 QE2244| PID    Reference Object                     Distance      Geod. Az  |
 QE2244|                                                           dddmmss.s |
 QE2244| QE1735 SEAVIES 3                           APPROX.21.5 KM 1043042.3 |
 QE2244| CE1504 FRANK RM 2                           13.597 METERS 17815     |
 QE2244| CE1503 FRANK RM 1                           27.100 METERS 25052     |
 QE2244|---------------------------------------------------------------------|
 QE2244
 QE2244                          SUPERSEDED SURVEY CONTROL
 QE2244
 QE2244  NAD 83(1986)-  44 09 26.05648(N)    123 15 35.00108(W) AD(       ) 2
 QE2244  NAD 27      -  44 09 26.61598(N)    123 15 30.66557(W) AD(       ) 2
 QE2244  NGVD 29 (07/19/86)  104.1    (m)          342.     (f) VERT ANG    3  
 QE2244
 QE2244.Superseded values are not recommended for survey control.
 QE2244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2244.See file dsdata.txt to determine how the superseded data were derived.
 QE2244
 QE2244_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP7923389369(NAD 83)
 QE2244_MARKER: DD = SURVEY DISK
 QE2244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE2244_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QE2244
 QE2244  HISTORY     - Date     Condition        Report By
 QE2244  HISTORY     - 1970     MONUMENTED       OR-039
 QE2244
 QE2244                          STATION DESCRIPTION
 QE2244
 QE2244'DESCRIBED BY LANE COUNTY OREGON 1970 (FI)
 QE2244'THE STATION IS LOCATED ABOUT 10-1/2 MILES NORTHWEST OF EUGENE, 5
 QE2244'MILES SOUTHWEST OF JUNCTION CITY AND ON ROAD RIGHT-OF-WAY.
 QE2244'
 QE2244'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 99 (6TH
 QE2244'AVENUE) AND WILLAMETTE STREET IN EUGENE, GO WEST, NORTHWEST AND
 QE2244'NORTH ON U.S. HIGHWAY 99 FOR 9.2 MILES TO A CROSSROAD.  TURN LEFT
 QE2244'AND GO WEST ON MEADOWVIEW ROAD FOR 3.0 MILES TO A T-INTERSECTION.
 QE2244'TURN RIGHT AND GO NORTH ON ALVADORE ROAD FOR 0.5 MILE TO A SIDE ROAD
 QE2244'LEFT AND THE STATION ON THE RIGHT, EAST, SIDE OF THE ROAD.
 QE2244'
 QE2244'THE STATION MARK, STAMPED FRANK 1969, IS A LANE COUNTY DISK SET IN
 QE2244'THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS 8 INCHES IN DIAMETER
 QE2244'AND PROJECTS 8 INCHES.  IT IS 28 FEET EAST OF THE CENTER OF THE
 QE2244'ROAD, 3 FEET WEST OF A FENCE AND 2.3 FEET EAST OF A WITNESS
 QE2244'POST.
 QE2244'
 QE2244'REFERENCE MARK NO. 1, STAMPED FRANK RM NO. 1, IS A LANE COUNTY DISK
 QE2244'SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS 6 INCHES
 QE2244'IN DIAMETER AND PROJECTS 1 FOOT.  IT IS 86.6 FEET WEST-SOUTHWEST OF
 QE2244'THE WITNESS POST, 60 FEET WEST OF THE CENTER OF A ROAD, 37 FEET
 QE2244'SOUTH OF THE CENTER OF A ROAD AND 5 FEET NORTH OF A FENCE.
 QE2244'
 QE2244'REFERENCE MARK NO. 2, STAMPED FRANK RM NO. 2, IS A LANE COUNTY DISK
 QE2244'SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS 6 INCHES
 QE2244'IN DIAMETER AND PROJECTS 6 INCHES.  IT IS 46.0 FEET SOUTH OF THE
 QE2244'WITNESS POST, 29 FEET EAST OF THE CENTER OF A ROAD AND 1-1/2 FEET
 QE2244'WEST OF A FENCE.
 QE2244'
 QE2244'AN AZIMUTH MARK WAS NOT ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1775 ***********************************************************************
 QE1775  DESIGNATION -  FRANKLIN
 QE1775  PID         -  QE1775
 QE1775  STATE/COUNTY-  OR/LINN
 QE1775  USGS QUAD   -  SCIO (1986)
 QE1775
 QE1775                         *CURRENT SURVEY CONTROL
 QE1775  ___________________________________________________________________
 QE1775* NAD 83(1991)-  44 41 08.23115(N)    122 49 47.17078(W)     ADJUSTED  
 QE1775* NAVD 88     -       271.1    (meters)     889.     (feet)  VERTCON   
 QE1775  ___________________________________________________________________
 QE1775  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 QE1775  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 QE1775  HORZ ORDER  -  SECOND
 QE1775
 QE1775.The horizontal coordinates were established by classical geodetic methods
 QE1775.and adjusted by the National Geodetic Survey in October 1991.
 QE1775
 QE1775.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE1775.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE1775
 QE1775.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE1775
 QE1775.The geoid height was determined by GEOID03.
 QE1775
 QE1775;                    North         East     Units Scale Factor Converg.
 QE1775;SPC OR N     -   115,890.712 2,315,341.822   MT  0.99992991   -1 39 08.1
 QE1775;SPC OR N     -   380,218.87  7,596,265.82   iFT  0.99992991   -1 39 08.1
 QE1775;UTM  10      - 4,948,041.798   513,489.921   MT  0.99960224   +0 07 11.0
 QE1775
 QE1775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE1775!SPC OR N     -   0.99996114  x   0.99992991  =   0.99989106
 QE1775!UTM  10      -   0.99996114  x   0.99960224  =   0.99956340
 QE1775
 QE1775|---------------------------------------------------------------------|
 QE1775| PID    Reference Object                     Distance      Geod. Az  |
 QE1775|                                                           dddmmss.s |
 QE1775| CE1506 FRANKLIN RM 1                         6.145 METERS 22108     |
 QE1775| CE1505 FRANKLIN AZ MK                                     3153853.2 |
 QE1775| CE1507 FRANKLIN RM 2                         6.133 METERS 32041     |
 QE1775|---------------------------------------------------------------------|
 QE1775
 QE1775                          SUPERSEDED SURVEY CONTROL
 QE1775
 QE1775  NAD 83(1986)-  44 41 08.25158(N)    122 49 47.19168(W) AD(       ) 2
 QE1775  NAD 27      -  44 41 08.81600(N)    122 49 42.86300(W) AD(       ) 2
 QE1775  NGVD 29 (07/19/86)  270.1    (m)          886.     (f) VERT ANG    3  
 QE1775
 QE1775.Superseded values are not recommended for survey control.
 QE1775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1775.See file dsdata.txt to determine how the superseded data were derived.
 QE1775
 QE1775_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ1349048042(NAD 83)
 QE1775_MARKER: Z = SEE DESCRIPTION
 QE1775_SETTING: 0 = UNSPECIFIED SETTING
 QE1775
 QE1775  HISTORY     - Date     Condition        Report By
 QE1775  HISTORY     - 1953     MONUMENTED       USGS
 QE1775  HISTORY     - 1970     SEE DESCRIPTION  NGS
 QE1775
 QE1775                          STATION DESCRIPTION
 QE1775
 QE1775'DESCRIBED BY US GEOLOGICAL SURVEY 1953 (LGT)
 QE1775'THE STATION IS LOCATED ABOUT 1.5 MILES SOUTH-SOUTHEAST OF SCIO
 QE1775'IN A LOGGED OFF CLEARING ON FRANKLIN BUTTE.  IT IS 200 FEET
 QE1775'SOUTH OF A FENCE CORNER AND 13.5 FEET EAST OF A NORTH-SOUTH FENCE.
 QE1775'
 QE1775'TO REACH FROM SCIO, FROM THE BRIDGE JUST SOUTH OF THE BUSINESS
 QE1775'DISTRICT, GO SOUTH ON STATE HIGHWAY 226 FOR 1.8 MILES TO A
 QE1775'T-ROAD LEFT, JUST BEFORE REACHING THE TOP OF A GRADE.  TURN LEFT
 QE1775'ON AN OILED ROAD AND GO EAST FOR 0.7 MILE TO A GATE ON THE
 QE1775'LEFT.  PASS THROUGH THE GATE AND CONTINUE EAST FOR 100 YARDS TO
 QE1775'AN OLD LOGGING ROAD.  TURN LEFT ON THE OLD ROAD AND GO 0.5 MILE
 QE1775'TO THE SITE OF AN OLD SAW MILL.  CONTINUE UP THE HILL FOR 0.1
 QE1775'MILE TO THE TOP OF A SADDLE.  TURN LEFT AND PICK WAY WEST UP
 QE1775'THROUGH THE BRUSH AND STUMPS TO A FENCE CORNER AND THE
 QE1775'STATION AS DESCRIBED.
 QE1775'
 QE1775'THE STATION IS A USGS BENCH MARK STAMPED FRANKLIN 1950.  IT
 QE1775'IS CEMENTED IN A DRILL HOLE IN A BURIED BOULDER WHICH IS FLUSH
 QE1775'WITH THE GROUND.
 QE1775'
 QE1775'REFERENCE MARK 1 IS A USGS REFERENCE MARK STAMPED FRANKLIN
 QE1775'NO 1 1950.  IT IS CEMENTED IN A DRILL HOLE IN A BURIED BOULDER
 QE1775'WHICH PROJECTS 1 INCH AND IS 6 INCHES EAST OF A NORTH-SOUTH FENCE.
 QE1775'
 QE1775'REFERENCE MARK 2, IS A USGS REFERENCE MARK STAMPED FRANKLIN
 QE1775'NO 2 1950.  IT IS CEMENTED IN A DRILL HOLE IN A BURIED BOULDER
 QE1775'WHICH PROJECTS 1 INCH AND IS 6 INCHES EAST OF A NORTH-SOUTH FENCE.
 QE1775'
 QE1775'THE AZIMUTH MARK IS A STANDARD DISK STAMPED FRANKLIN USGS 1953.  IT
 QE1775'IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS
 QE1775'WEST OF THE STATION ON THE SAME RIDGE, 120 PACES NORTH OF AN
 QE1775'EAST-WEST FENCE, 55 PACES EAST OF A LARGE DEAD TREE WHICH IS 9
 QE1775'FEET IN DIAMETER AND IS 2 FEET EAST OF A WHITE WITNESS POST.
 QE1775
 QE1775                          STATION RECOVERY (1970)
 QE1775
 QE1775'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 QE1775'THE STATION MARK, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK
 QE1775'WERE RECOVERED IN GOOD CONDITION.  THE NAME OF THE LANDOWNER ON
 QE1775'WHICH THE STATION, AND REFERENCE MARKS ARE LOCATED WAS NOT
 QE1775'LEARNED, BUT IT WAS LEARNED THAT HE RESIDES IN MONTANA.
 QE1775'
 QE1775'DO NOT TRESPASS ON THE PROPERTY WHERE THE AZIMUTH MARK IS LOCATED
 QE1775'WITHOUT A COMPLETE UNDERSTANDING WITH THAT PROPERTY OWNER.  AT
 QE1775'THIS DATE ALL GOVERNMENT EMPLOYEES ARE FORBIDDEN FROM TRESPASSING
 QE1775'ON THIS PROPERTY.  THE FOLLOWING IS AN ALTERNATE TO REACH.
 QE1775'
 QE1775'TO REACH THE STATION FROM THE SCIO POST OFFICE GO SOUTH ON
 QE1775'STATE HIGHWAY 226 FOR 1.9 MILES TO A SIDE ROAD LEFT, AT A SUMMIT
 QE1775'IN THE HIGHWAY, TURN LEFT AND GO EAST ON THE MACADAM ROAD FOR
 QE1775'0.8 MILE TO THE END OF TRUCK TRAVEL.  PACK NORTH, UP A DRAW ON
 QE1775'THE WEST SIDE OF AN OLD SAWDUST PILE TO A CREST IN THE RIDGE,
 QE1775'THEN PACK WEST UP THE RIDGE TO THE NORTH-SOUTH FENCE LINE, AND
 QE1775'THE STATION.  LENGTH OF PACK IS ABOUT 20 MINUTES.
 QE1775'
 QE1775'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QE1775'1.5 MILES SOUTH-SOUTHEAST OF SCIO.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1902 ***********************************************************************
 QE1902  DESIGNATION -  FRANKLIN
 QE1902  PID         -  QE1902
 QE1902  STATE/COUNTY-  OR/POLK
 QE1902  USGS QUAD   -  SALEM WEST (1986)
 QE1902
 QE1902                         *CURRENT SURVEY CONTROL
 QE1902  ___________________________________________________________________
 QE1902* NAD 83(1991)-  44 56 18.96742(N)    123 03 40.69048(W)     ADJUSTED  
 QE1902* NAVD 88     -        53.     (meters)     174.     (feet)  VERTCON   
 QE1902  ___________________________________________________________________
 QE1902  LAPLACE CORR-          -6.02  (seconds)                    DEFLEC99
 QE1902  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 QE1902  HORZ ORDER  -  SECOND
 QE1902
 QE1902.The horizontal coordinates were established by classical geodetic methods
 QE1902.and adjusted by the National Geodetic Survey in October 1991.
 QE1902
 QE1902.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE1902.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE1902
 QE1902.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE1902
 QE1902.The geoid height was determined by GEOID03.
 QE1902
 QE1902;                    North         East     Units Scale Factor Converg.
 QE1902;SPC OR N     -   144,543.117 2,297,887.355   MT  0.99990261   -1 48 59.2
 QE1902;SPC OR N     -   474,222.82  7,539,000.51   iFT  0.99990261   -1 48 59.2
 QE1902;UTM  10      - 4,976,131.732   495,163.236   MT  0.99960029   -0 02 35.9
 QE1902
 QE1902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE1902!SPC OR N     -   0.99999526  x   0.99990261  =   0.99989787
 QE1902!UTM  10      -   0.99999526  x   0.99960029  =   0.99959555
 QE1902
 QE1902                          SUPERSEDED SURVEY CONTROL
 QE1902
 QE1902  NAD 83(1986)-  44 56 18.99155(N)    123 03 40.70579(W) AD(       ) 2
 QE1902  NAD 27      -  44 56 19.56107(N)    123 03 36.35731(W) AD(       ) 2
 QE1902  NGVD 29 (07/19/86)   52.     (m)          171.     (f) VERT ANG    3  
 QE1902
 QE1902.Superseded values are not recommended for survey control.
 QE1902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1902.See file dsdata.txt to determine how the superseded data were derived.
 QE1902
 QE1902_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ9516376132(NAD 83)
 QE1902_MARKER: Z = SEE DESCRIPTION
 QE1902_SETTING: 0 = UNSPECIFIED SETTING
 QE1902_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE1902
 QE1902  HISTORY     - Date     Condition        Report By
 QE1902  HISTORY     - 1972     MONUMENTED       OR1810
 QE1902  HISTORY     - 19961005 MARK NOT FOUND   USPSQD
 QE1902
 QE1902                          STATION DESCRIPTION
 QE1902
 QE1902'DESCRIBED BY CITY OF SALEM OREGON 1972 (LGH)
 QE1902'THE STATION IS ABOUT 1.5 MILES SOUTHWEST OF SALEM IN THE NW 1/4
 QE1902'OF SEC. 28, T7S R3W.
 QE1902'
 QE1902'TO REACH THE STATION FROM THE CITY OF SALEM CIVIC CENTER, GO
 QE1902'NORTH 0.7 MILE ON LIBERTY STREET TO THE INTERSECTION OF LIBERTY
 QE1902'STREET AND MARION STREET, TURN LEFT ON MARION STREET CROSSING
 QE1902'BRIDGE FOLLOWING HIGHWAY 22, 1.5 MILES TO STATION ON THE RIGHT
 QE1902'SIDE ON HIGHWAY NEAR THE NORTHWEST CORNER OF OVERPASS.
 QE1902'
 QE1902'THE STATION MARK IS A CITY OF SALEM BRASS DISK STAMPED FRANKLIN
 QE1902'1972, SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE POST AND
 QE1902'IS ABOUT LEVEL WITH THE GROUND SURFACE.  THE STATION IS 2.4 FEET
 QE1902'N OF GUARD RAILING, 4.5 FEET E OF THE EAST END OF OVERPASS AND 4
 QE1902'FEET E OF A METAL WITNESS POST.  THE UNDERGROUND MARK IS AN
 QE1902'ALUMINUM CAP ON AN IRON ROD SET IN A 6 INCH CYLINDRICAL CONCRETE
 QE1902'POST ABOUT 36 INCHES BELOW THE GROUND SURFACE.
 QE1902'
 QE1902'HEIGHT OF LIGHT ABOVE STATION MARK 1.41 METERS.
 QE1902
 QE1902                          STATION RECOVERY (1996)
 QE1902
 QE1902'RECOVERY NOTE BY US POWER SQUADRON 1996
 QE1902'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA1091 ***********************************************************************
 RA1091  DESIGNATION -  FRAZIER
 RA1091  PID         -  RA1091
 RA1091  STATE/COUNTY-  OR/UNION
 RA1091  USGS QUAD   -  MEDICAL SPRINGS (1993)
 RA1091
 RA1091                         *CURRENT SURVEY CONTROL
 RA1091  ___________________________________________________________________
 RA1091* NAD 83(1991)-  45 04 34.28770(N)    117 41 41.91493(W)     ADJUSTED  
 RA1091* NAVD 88     -      1660.5    (meters)    5448.     (feet)  VERTCON   
 RA1091  ___________________________________________________________________
 RA1091  LAPLACE CORR-           5.80  (seconds)                    DEFLEC99
 RA1091  GEOID HEIGHT-         -16.73  (meters)                     GEOID03
 RA1091  HORZ ORDER  -  THIRD
 RA1091
 RA1091.The horizontal coordinates were established by classical geodetic methods
 RA1091.and adjusted by the National Geodetic Survey in October 1991.
 RA1091
 RA1091.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1091.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1091
 RA1091.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1091
 RA1091.The geoid height was determined by GEOID03.
 RA1091
 RA1091;                    North         East     Units Scale Factor Converg.
 RA1091;SPC OR N     -   160,461.590 2,720,806.557   MT  0.99989588   +1 59 21.4
 RA1091;SPC OR N     -   526,448.79  8,926,530.70   iFT  0.99989588   +1 59 21.4
 RA1091;UTM  11      - 4,991,649.220   445,297.876   MT  0.99963679   -0 29 31.5
 RA1091
 RA1091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1091!SPC OR N     -   0.99974235  x   0.99989588  =   0.99963826
 RA1091!UTM  11      -   0.99974235  x   0.99963679  =   0.99937923
 RA1091
 RA1091|---------------------------------------------------------------------|
 RA1091| PID    Reference Object                     Distance      Geod. Az  |
 RA1091|                                                           dddmmss.s |
 RA1091| RA1104 FRAZIER RM 2                          4.285 METERS 11645     |
 RA1091| RA1088 BIG HILL                            APPROX. 9.2 KM 1320810.1 |
 RA1091| RA1105 FRAZIER RM 1                          6.626 METERS 23526     |
 RA1091|---------------------------------------------------------------------|
 RA1091
 RA1091                          SUPERSEDED SURVEY CONTROL
 RA1091
 RA1091  NAD 83(1986)-  45 04 34.27732(N)    117 41 41.91350(W) AD(       ) 3
 RA1091  NGVD 29 (12/08/88) 1659.3    (m)         5444.     (f) VERT ANG    3  
 RA1091
 RA1091.Superseded values are not recommended for survey control.
 RA1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1091.See file dsdata.txt to determine how the superseded data were derived.
 RA1091
 RA1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK4529891649(NAD 83)
 RA1091_MARKER: DS = TRIANGULATION STATION DISK
 RA1091_SETTING: 80 = SET IN A BOULDER
 RA1091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA1091+STABILITY: SURFACE MOTION
 RA1091
 RA1091  HISTORY     - Date     Condition        Report By
 RA1091  HISTORY     - 1964     MONUMENTED       USGS
 RA1091  HISTORY     - 19920605 MARK NOT FOUND   USGS-R
 RA1091
 RA1091                          STATION DESCRIPTION
 RA1091
 RA1091'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 RA1091'LOCATED ABOUT 12.5 MI SE. OF UNION, 5.3 MI NW. OF MEDICAL
 RA1091'SPRINGS.  ON HIGHEST POINT OF FRAZIER MTN.
 RA1091'
 RA1091'TO REACH FROM UNION, DRIVE 14.3 MI SE. ON STATE HWY. 203 TO
 RA1091'SUMMIT OF HILL BETWEEN CATHERINE AND BEAGLE CREEKS.  TURN RIGHT
 RA1091'5.5 MI W. FOLLOWING SIGNS TO FRAZIER LOH, CONTINUE 0.2 MI TO TOP
 RA1091'OF MOUNTAIN AND STATION.
 RA1091'
 RA1091'STATION MARK--STANDARD TABLET STAMPED---FRAZIER 1964---, CEMENTED
 RA1091'IN ROCK IN PLACE FLUSH WITH GROUND.
 RA1091'
 RA1091'RM 1--STANDARD RM TABLET STAMPED---NO 1 1964---, CEMENTED IN ROCK
 RA1091'IN PLACE.
 RA1091'
 RA1091'RM 2--STANDARD RM TABLET STAMPED---NO 2 1964---, CEMENTED IN ROCK
 RA1091'IN PLACE.
 RA1091
 RA1091                          STATION RECOVERY (1992)
 RA1091
 RA1091'RECOVERY NOTE BY USGS ROCKY MOUNTAIN MAPPING CENTER 1992 (MT)
 RA1091'RM 1 WAS FOUND IN GOOD CONDITION BUT OTHER TWO MARKS WERE NOT
 RA1091'FOUND,PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0281 ***********************************************************************
 NX0281  DESIGNATION -  FRED
 NX0281  PID         -  NX0281
 NX0281  STATE/COUNTY-  OR/LAKE
 NX0281  USGS QUAD   -  ALGER LAKE (1967)
 NX0281
 NX0281                         *CURRENT SURVEY CONTROL
 NX0281  ___________________________________________________________________
 NX0281* NAD 83(1991)-  42 19 19.86998(N)    119 35 46.57139(W)     ADJUSTED  
 NX0281* NAVD 88     -      1802.6    (meters)    5914.     (feet)  VERTCON   
 NX0281  ___________________________________________________________________
 NX0281  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 NX0281  GEOID HEIGHT-         -20.01  (meters)                     GEOID03
 NX0281  HORZ ORDER  -  THIRD
 NX0281  VERT ORDER  -  THIRD ? (See Below)
 NX0281
 NX0281.The horizontal coordinates were established by classical geodetic methods
 NX0281.and adjusted by the National Geodetic Survey in October 1991.
 NX0281
 NX0281.The NAVD 88 height was computed by applying the VERTCON shift value to
 NX0281.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NX0281.The vertical order pertains to the NGVD 29 superseded value.
 NX0281
 NX0281.The Laplace correction was computed from DEFLEC99 derived deflections.
 NX0281
 NX0281.The geoid height was determined by GEOID03.
 NX0281
 NX0281;                    North         East     Units Scale Factor Converg.
 NX0281;SPC OR S     -    73,220.422 1,574,494.612   MT  1.00000283   +0 37 05.8
 NX0281;SPC OR S     -   240,224.48  5,165,664.74   iFT  1.00000283   +0 37 05.8
 NX0281;UTM  11      - 4,688,813.901   286,064.188   MT  1.00016317   -1 44 55.4
 NX0281
 NX0281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NX0281!SPC OR S     -   0.99972051  x   1.00000283  =   0.99972334
 NX0281!UTM  11      -   0.99972051  x   1.00016317  =   0.99988364
 NX0281
 NX0281|---------------------------------------------------------------------|
 NX0281| PID    Reference Object                     Distance      Geod. Az  |
 NX0281|                                                           dddmmss.s |
 NX0281| CD6588 FRED RM 1                             3.037 METERS 01354     |
 NX0281| CD6589 FRED RM 2                             2.663 METERS 09515     |
 NX0281| NX0286 LONG                                APPROX.13.3 KM 2130700.0 |
 NX0281|---------------------------------------------------------------------|
 NX0281
 NX0281                          SUPERSEDED SURVEY CONTROL
 NX0281
 NX0281  NAD 83(1986)-  42 19 19.87234(N)    119 35 46.57040(W) AD(       ) 3
 NX0281  NGVD 29 (07/19/86) 1801.3    (m)         5910.     (f) LEVELING    3  
 NX0281
 NX0281.Superseded values are not recommended for survey control.
 NX0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NX0281.See file dsdata.txt to determine how the superseded data were derived.
 NX0281
 NX0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKG8606488814(NAD 83)
 NX0281_MARKER: DD = SURVEY DISK
 NX0281_SETTING: 80 = SET IN A BOULDER
 NX0281_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 NX0281
 NX0281  HISTORY     - Date     Condition        Report By
 NX0281  HISTORY     - 1965     MONUMENTED       USGS
 NX0281  HISTORY     - 1971     GOOD             USGS
 NX0281
 NX0281                          STATION DESCRIPTION
 NX0281
 NX0281'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 NX0281'RM 1 TO RM 2 NOT MEASURED.
 NX0281'
 NX0281'INSTRUMENT STAND 4.3 FT ABOVE STATION MARK.
 NX0281'
 NX0281'LOCATED ABOUT 19 MI NE. OF ADEL.  17 MI SE. OF PLUSH.  16 MI
 NX0281'SSE. OF HART MOUNTAIN REFUGE HEADQUARTERS.
 NX0281'
 NX0281'TO REACH FROM GUANO RANCH, GO N. FOR 3.5 MI TO A Y-JCT. (SITE OF
 NX0281'USGS BM 81 FMK 1965).  GO LEFT (W.) FOR 4.0 MI TO A Y-FK.  GO
 NX0281'RIGHT FOR 1.5 MI TO A GATE.  PASS THROUGH GATE AND CONTINUE FOR
 NX0281'0.6 MI TO A POINT OPPOSITE A SMALL TOP THAT LIES ABOUT 0.4 MI TO
 NX0281'THE NE.  TURN RIGHT AND DRIVE CROSS-COUNTRY FOR ABOUT 0.2 MI TO
 NX0281'END OF TRUCK TRAVEL.  PACK 0.2 MI TO TOP.  A 10 MINUTE PACK.
 NX0281'
 NX0281'HELICOPTER CAN LAND AT STATION SITE.
 NX0281'
 NX0281'STATION MARK--A STANDARD USGS ALUMINUM TABLET STAMPED FRED 1965
 NX0281'SET IN A LARGE ROCK PROJECTING 0.2 FT ABOVE GROUND.
 NX0281'
 NX0281'REFERENCE MARK NO. 1--A STANDARD USGS REFERENCE MARK TABLET
 NX0281'STAMPED NO 1 1965 SET IN A ROCK PROJECTING 0.3 FT ABOVE GROUND,
 NX0281'LEVEL WITH THE STATION MARK.
 NX0281'
 NX0281'REFERENCE MARK NO. 2--A STANDARD USGS REFERENCE MARK TABLET
 NX0281'STAMPED NO 2 1965 SET IN A ROCK PROJECTING 0.3 FT ABOVE GROUND,
 NX0281'LEVEL WITH THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1201 ***********************************************************************
 NZ1201  DESIGNATION -  FRED
 NZ1201  PID         -  NZ1201
 NZ1201  STATE/COUNTY-  OR/JOSEPHINE
 NZ1201  USGS QUAD   -  GOLDEN (1996)
 NZ1201
 NZ1201                         *CURRENT SURVEY CONTROL
 NZ1201  ___________________________________________________________________
 NZ1201* NAD 83(1991)-  42 43 43.13804(N)    123 22 08.83737(W)     ADJUSTED  
 NZ1201* NAVD 88     -       549.4    (meters)    1802.     (feet)  VERTCON   
 NZ1201  ___________________________________________________________________
 NZ1201  LAPLACE CORR-           5.00  (seconds)                    DEFLEC99
 NZ1201  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 NZ1201  HORZ ORDER  -  SECOND
 NZ1201
 NZ1201.The horizontal coordinates were established by classical geodetic methods
 NZ1201.and adjusted by the National Geodetic Survey in October 1991.
 NZ1201
 NZ1201.The NAVD 88 height was computed by applying the VERTCON shift value to
 NZ1201.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NZ1201
 NZ1201.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ1201
 NZ1201.The geoid height was determined by GEOID03.
 NZ1201
 NZ1201;                    North         East     Units Scale Factor Converg.
 NZ1201;SPC OR S     -   121,992.372 1,265,086.039   MT  0.99992391   -1 57 46.4
 NZ1201;SPC OR S     -   400,237.44  4,150,544.75   iFT  0.99992391   -1 57 46.4
 NZ1201;UTM  10      - 4,730,748.545   469,781.443   MT  0.99961123   -0 15 01.7
 NZ1201
 NZ1201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NZ1201!SPC OR S     -   0.99991756  x   0.99992391  =   0.99984148
 NZ1201!UTM  10      -   0.99991756  x   0.99961123  =   0.99952883
 NZ1201
 NZ1201:                Primary Azimuth Mark                     Grid Az
 NZ1201:SPC OR S     -  OAT                                      215 51 47.5
 NZ1201:UTM  10      -  OAT                                      214 09 02.8
 NZ1201
 NZ1201|---------------------------------------------------------------------|
 NZ1201| PID    Reference Object                     Distance      Geod. Az  |
 NZ1201|                                                           dddmmss.s |
 NZ1201| NZ1197 OAT                                 432.112 METERS 2135401.1 |
 NZ1201| NZ1199 STAG                                143.821 METERS 34700     |
 NZ1201|---------------------------------------------------------------------|
 NZ1201
 NZ1201                          SUPERSEDED SURVEY CONTROL
 NZ1201
 NZ1201  NAD 83(1986)-  42 43 43.11969(N)    123 22 08.85783(W) AD(       ) 2
 NZ1201  NAD 27      -  42 43 43.69380(N)    123 22 04.61840(W) AD(       ) 2
 NZ1201  NGVD 29 (07/19/86)  548.4    (m)         1799.     (f) VERT ANG    3  
 NZ1201
 NZ1201.Superseded values are not recommended for survey control.
 NZ1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1201.See file dsdata.txt to determine how the superseded data were derived.
 NZ1201
 NZ1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN6978130749(NAD 83)
 NZ1201_MARKER: Z = SEE DESCRIPTION
 NZ1201_SETTING: 0 = UNSPECIFIED SETTING
 NZ1201_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ1201
 NZ1201  HISTORY     - Date     Condition        Report By
 NZ1201  HISTORY     - 1963     MONUMENTED       ORDT
 NZ1201
 NZ1201                          STATION DESCRIPTION
 NZ1201
 NZ1201'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1963 (FN)
 NZ1201'THE STATION IS 3-1/4 MILES NORTHEAST OF WOLF CREEK ON THE EAST
 NZ1201'RIGHT-OF-WAY OF U.S. HIGHWAY 99.
 NZ1201'
 NZ1201'TO REACH THE STATION FROM THE POST OFFICE IN WOLF CREEK GO
 NZ1201'SOUTHEAST 0.05 MILE TO U.S. HIGHWAY 99, TURN LEFT AND GO NORTHEAST
 NZ1201'AND NORTH ON U.S. HIGHWAY 99 FOR 3.2 MILES TO THE STATION ON THE
 NZ1201'RIGHT.
 NZ1201'
 NZ1201'THE STATION MARK, STAMPED FRED USC AND GS 1962, IS A STATE HIGHWAY
 NZ1201'SURVEY STATION MARK DISK BRAZED TO THE TOP OF A 2 1/2-INCH IRON
 NZ1201'PIPE THAT PROJECTS 6 INCHES AND IS SET IN A CONCRETE BASE.  IT IS
 NZ1201'0.15 MILE NORTHEAST OF MILE POST 239, 57 FEET EAST OF THE CENTER
 NZ1201'OF U.S. HIGHWAY 99 AND 3 FEET WEST OF A WOODEN WITNESS POST.
 NZ1201'
 NZ1201'THE STATION WAS MARKED IN 1962 AND OCCUPIED IN 1963.
 NZ1201'
 NZ1201'THERE WERE NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1163 ***********************************************************************
 NZ1163  DESIGNATION -  FREDENBURG
 NZ1163  PID         -  NZ1163
 NZ1163  STATE/COUNTY-  OR/JACKSON
 NZ1163  USGS QUAD   -  BUTTE FALLS (1988)
 NZ1163
 NZ1163                         *CURRENT SURVEY CONTROL
 NZ1163  ___________________________________________________________________
 NZ1163* NAD 83(1991)-  42 35 01.63114(N)    122 32 52.47852(W)     ADJUSTED  
 NZ1163* NAVD 88     -      1318.     (meters)    4324.     (feet)  SCALED    
 NZ1163  ___________________________________________________________________
 NZ1163  LAPLACE CORR-           8.19  (seconds)                    DEFLEC99
 NZ1163  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 NZ1163  HORZ ORDER  -  SECOND
 NZ1163
 NZ1163.The horizontal coordinates were established by classical geodetic methods
 NZ1163.and adjusted by the National Geodetic Survey in October 1991.
 NZ1163
 NZ1163.The orthometric height was scaled from a topographic map.
 NZ1163
 NZ1163.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ1163
 NZ1163.The geoid height was determined by GEOID03.
 NZ1163
 NZ1163;                    North         East     Units Scale Factor Converg.
 NZ1163;SPC OR S     -   103,932.028 1,331,914.465   MT  0.99994634   -1 24 03.9
 NZ1163;SPC OR S     -   340,984.34  4,369,798.11   iFT  0.99994634   -1 24 03.9
 NZ1163;UTM  10      - 4,714,695.708   537,096.828   MT  0.99961693   +0 18 21.3
 NZ1163
 NZ1163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NZ1163!SPC OR S     -   0.99979703  x   0.99994634  =   0.99974338
 NZ1163!UTM  10      -   0.99979703  x   0.99961693  =   0.99941404
 NZ1163
 NZ1163|---------------------------------------------------------------------|
 NZ1163| PID    Reference Object                     Distance      Geod. Az  |
 NZ1163|                                                           dddmmss.s |
 NZ1163| CD8541 FREDENBURG RM 1                       7.543 METERS 01139     |
 NZ1163| NZ1051 RUST RM 5                           APPROX.16.8 KM 0762441.9 |
 NZ1163| NZ1164 FREDENBURG                            4.048 METERS 26608     |
 NZ1163| CD8542 FREDENBURG RM 2                      14.729 METERS 27737     |
 NZ1163|---------------------------------------------------------------------|
 NZ1163
 NZ1163                          SUPERSEDED SURVEY CONTROL
 NZ1163
 NZ1163  NAD 83(1986)-  42 35 01.62442(N)    122 32 52.49059(W) AD(       ) 2
 NZ1163  NAD 27      -  42 35 02.16130(N)    122 32 48.37532(W) AD(       ) 2
 NZ1163
 NZ1163.Superseded values are not recommended for survey control.
 NZ1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1163.See file dsdata.txt to determine how the superseded data were derived.
 NZ1163
 NZ1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN3709714696(NAD 83)
 NZ1163_MARKER: DD = SURVEY DISK
 NZ1163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ1163
 NZ1163  HISTORY     - Date     Condition        Report By
 NZ1163  HISTORY     - 1972     MONUMENTED       OR-029
 NZ1163
 NZ1163                          STATION DESCRIPTION
 NZ1163
 NZ1163'DESCRIBED BY JACKSON COUNTY OREGON 1972 (LFS)
 NZ1163'THE STATION IS 12 MILES SOUTH-SOUTHWEST OF PROSPECT, AND 3 MILES
 NZ1163'NORTH-NORTHEAST OF BUTTE FALLS, ON THE SUMMIT OF FREDENBURG BUTTE,
 NZ1163'AT THE SITE OF THE FORMER LOOKOUT TOWER, ON GOVERNMENT OWNED LAND.
 NZ1163'
 NZ1163'TO REACH THE STATION FROM THE BUTTE FALLS POST OFFICE GO EAST ON
 NZ1163'THE HIGHWAY FOR 1.0 MILE TO A SIDE ROAD LEFT, TURN LEFT, AND GO
 NZ1163'NORTH ON THE GRAVELED ROAD, TOWARD PROSPECT FOR 0.6 MILE TO A FORK,
 NZ1163'TAKE THE LEFT FORK AS PER SIGN, FREDENBURG L.O. 6, AND GO
 NZ1163'NORTHERLY FOR 1.1 MILES TO A FORK, TAKE THE RIGHT FORK, CROSS THE
 NZ1163'CATTLE GUARD, AND GO NORTHEAST FOR 0.2 MILE TO A CROSSROAD,
 NZ1163'CONTINUE NORTHERLY ON THE MAIN TRAVELED, WINDING ROAD FOR
 NZ1163'4.1 MILES TO A FORK, AND SIGN, FREDENBURG 1/2, TAKE THE RIGHT
 NZ1163'FORK, AND GO SOUTHEAST FOR 0.2 MILE TO A T INTERSECTION,
 NZ1163'AND SIGN, FREDENBURG ROAD, TURN RIGHT AS PER SIGN, AND GO
 NZ1163'SOUTHEASTERLY FOR 0.7 MILE TO THE END OF THE ROAD AT THE SITE OF
 NZ1163'THE FORMER LOOKOUT TOWER, AND THE STATION.
 NZ1163'
 NZ1163'THE STATION MARK, STAMPED FREDENBURG 1972, IS A JACKSON COUNTY
 NZ1163'CONTROL MONUMENT DISK SET IN AN 8-INCH SQUARE CONCRETE MONUMENT
 NZ1163'THAT IS FLUSH WITH THE GROUND, 20.3 FEET SOUTHEAST OF THE NORTHEAST
 NZ1163'FOOTING FOR THE FORMER LOOKOUT TOWER, AND 12.5 FEET EAST-SOUTHEAST
 NZ1163'OF THE SOUTHEAST FOOTING FOR THE FORMER LOOKOUT TOWER.
 NZ1163'
 NZ1163'REFERENCE MARK NO. 1, STAMPED FREDENBURG NO 1 1967, IS A STANDARD
 NZ1163'C AND GS REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN A 2-1/2 BY
 NZ1163'3 FOOT BOULDER THAT IS FLUSH, 12 FEET NORTHEAST OF THE NORTHEAST
 NZ1163'FOOTING FOR THE FORMER LOOKOUT TOWER.
 NZ1163'
 NZ1163'REFERENCE MARK NO. 2, STAMPED FREDENBURG NO 2 1967, IS A STANDARD
 NZ1163'C AND GS REFERENCE MARK DISK CEMENTED IN A 2-1/2 BY 4 FOOT BOULDER
 NZ1163'THAT PROJECTS 3 FEET, 47 FEET WEST OF THE WITNESS POST, 10-1/2 FEET
 NZ1163'WEST OF THE CENTER OF THE ROAD, AND 1 FOOT LOWER THAN THE STATION.
 NZ1163'
 NZ1163'FREDENBURG, IS A STANDARD C AND GS STATION MARK DISK CEMENTED IN A
 NZ1163'DRILL HOLE IN A 1 BY 1-1/2 FOOT BOULDER THAT PROJECTS 1 INCH, 15.4
 NZ1163'FEET EAST-SOUTHEAST OF THE SOUTHWEST CONCRETE FOOTING FOR THE
 NZ1163'FORMER LOOKOUT TOWER, 8.3 FEET SOUTH OF THE SOUTHEAST FOOTING, AND
 NZ1163'18 INCHES NORTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1164 ***********************************************************************
 NZ1164  DESIGNATION -  FREDENBURG
 NZ1164  PID         -  NZ1164
 NZ1164  STATE/COUNTY-  OR/JACKSON
 NZ1164  USGS QUAD   -  BUTTE FALLS (1988)
 NZ1164
 NZ1164                         *CURRENT SURVEY CONTROL
 NZ1164  ___________________________________________________________________
 NZ1164* NAD 83(1991)-  42 35 01.62228(N)    122 32 52.65564(W)     ADJUSTED  
 NZ1164* NAVD 88     -      1318.     (meters)    4324.     (feet)  SCALED    
 NZ1164  ___________________________________________________________________
 NZ1164  LAPLACE CORR-           8.20  (seconds)                    DEFLEC99
 NZ1164  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 NZ1164  HORZ ORDER  -  SECOND
 NZ1164
 NZ1164.The horizontal coordinates were established by classical geodetic methods
 NZ1164.and adjusted by the National Geodetic Survey in October 1991.
 NZ1164
 NZ1164.The orthometric height was scaled from a topographic map.
 NZ1164
 NZ1164.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ1164
 NZ1164.The geoid height was determined by GEOID03.
 NZ1164
 NZ1164;                    North         East     Units Scale Factor Converg.
 NZ1164;SPC OR S     -   103,931.854 1,331,910.421   MT  0.99994634   -1 24 04.0
 NZ1164;SPC OR S     -   340,983.77  4,369,784.85   iFT  0.99994634   -1 24 04.0
 NZ1164;UTM  10      - 4,714,695.413   537,092.792   MT  0.99961693   +0 18 21.2
 NZ1164
 NZ1164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NZ1164!SPC OR S     -   0.99979703  x   0.99994634  =   0.99974338
 NZ1164!UTM  10      -   0.99979703  x   0.99961693  =   0.99941404
 NZ1164
 NZ1164|---------------------------------------------------------------------|
 NZ1164| PID    Reference Object                     Distance      Geod. Az  |
 NZ1164|                                                           dddmmss.s |
 NZ1164| CD8541 FREDENBURG RM 1                       9.469 METERS 03559     |
 NZ1164| NZ1163 FREDENBURG                            4.048 METERS 08608     |
 NZ1164| NZ1071 ROBINSON                            APPROX.27.9 KM 1503850.4 |
 NZ1164| CD8542 FREDENBURG RM 2                      10.788 METERS 28154     |
 NZ1164|---------------------------------------------------------------------|
 NZ1164
 NZ1164                          SUPERSEDED SURVEY CONTROL
 NZ1164
 NZ1164  NAD 83(1986)-  42 35 01.61556(N)    122 32 52.66771(W) AD(       ) 2
 NZ1164  NAD 27      -  42 35 02.15244(N)    122 32 48.55244(W) AD(       ) 2
 NZ1164
 NZ1164.Superseded values are not recommended for survey control.
 NZ1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1164.See file dsdata.txt to determine how the superseded data were derived.
 NZ1164
 NZ1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN3709314695(NAD 83)
 NZ1164_MARKER: DS = TRIANGULATION STATION DISK
 NZ1164_SETTING: 80 = SET IN A BOULDER
 NZ1164_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 NZ1164
 NZ1164  HISTORY     - Date     Condition        Report By
 NZ1164  HISTORY     - 1967     MONUMENTED       OR-029
 NZ1164
 NZ1164                          STATION DESCRIPTION
 NZ1164
 NZ1164'DESCRIBED BY JACKSON COUNTY OREGON 1967 (LFS)
 NZ1164'THE STATION IS LOCATED NEAR THE SITE OF THE FORMER LOOKOUT TOWER
 NZ1164'ON THE TOP OF FREDENBURG BUTTE, A TIMBERED MOUNTAIN AIRLINE
 NZ1164'APPROXIMATELY 12 MILES SOUTH-SOUTHWEST OF PROSPECT AND 3 MILES
 NZ1164'NORTH-NORTHEAST OF BUTTE FALLS.
 NZ1164'
 NZ1164'TO REACH THE STATION FROM THE POST OFFICE AT BUTTE FALLS GO EAST
 NZ1164'ON THE HIGHWAY FOR 1.0 MILE TO A SIDE ROAD ON THE LEFT.  TURN LEFT
 NZ1164'AND GO NORTH TOWARDS PROSPECT ON A GRAVELED ROAD 0.6 MILE TO A
 NZ1164'FORK.  TAKE THE LEFT FORK AS PER SIGN FREDENBURG L. O. 6 AND GO
 NZ1164'NORTHERLY 1.1 MILES TO A FORK.  TAKE THE RIGHT FORK, CROSS A
 NZ1164'CATTLE GUARD, AND GO NORTHEAST 0.2 MILE TO A CROSS ROAD.  CONTINUE
 NZ1164'NORTHERLY ON THE MAIN-TRAVELED WINDING ROAD 4.1 MILES TO A
 NZ1164'FORK.  TAKE THE RIGHT FORK AS PER SIGN FREDENBURG 1/2 AND
 NZ1164'GO SOUTHEAST 0.2 MILE TO A T-INTERSECTION.  TURN RIGHT AS
 NZ1164'PER SIGN FREDENBURG ROAD AND GO SOUTHEASTERLY 0.7 MILE TO THE
 NZ1164'TOP OF THE MOUNTAIN AND THE STATION SITE.
 NZ1164'
 NZ1164'THE STATION MARK IS A C AND GS TRIANGULATION STATION DISK STAMPED
 NZ1164'FREDENBURG 1967 CEMENTED IN A DRILL HOLE IN THE TOP OF A
 NZ1164'1X1-1/2-FOOT BOULDER PROJECTING 0.1 FOOT ABOVE THE GROUND AND IS
 NZ1164'15.4 FEET EAST-SOUTHEAST OF THE SOUTHWEST CONCRETE FOOTING OF THE
 NZ1164'FORMER LOOKOUT TOWER, 8.3 FEET SOUTH OF THE SOUTHEAST CONCRETE
 NZ1164'FOOTING AND 1.5 FEET NORTH OF A METAL WITNESS POST.
 NZ1164'
 NZ1164'REFERENCE MARK 1 IS A C AND GS REFERENCE MARK DISK STAMPED
 NZ1164'FREDENBURG NO 1 1967 CEMENTED IN A DRILL HOLE IN THE TOP OF A
 NZ1164'2-1/2X3-FOOT BOULDER FLUSH WITH THE GROUND AND IS 12.0 FEET
 NZ1164'NORTHEAST OF THE NORTHEAST CONCRETE FOOTING AND ABOUT THE SAME
 NZ1164'ELEVATION AS THE STATION MARK.
 NZ1164'
 NZ1164'REFERENCE MARK 2 IS A C AND GS REFERENCE MARK DISK STAMPED
 NZ1164'FREDENBURG NO 2 1967 CEMENTED IN A DRILL HOLE IN THE TOP OF A
 NZ1164'2-1/2X4-FOOT BOULDER PROJECTING 3 FEET ABOVE THE GROUND AND IS
 NZ1164'10-1/2 FEET WEST OF THE CENTERLINE OF THE ROAD AND ABOUT 1 FOOT
 NZ1164'LOWER THAN THE STATION MARK.
 NZ1164'
 NZ1164'FREDENBURG (JCS) IS A JACKSON COUNTY CONTROL MONUMENT DISK STAMPED
 NZ1164'FREDENBURG 1972 SET IN THE TOP OF AN 8-INCH-SQUARE CONCRETE
 NZ1164'MONUMENT FLUSH WITH THE GROUND AND IS 20.3 FEET SOUTHEAST OF THE
 NZ1164'NORTHEAST CONCRETE FOOTING OF THE FORMER LOOKOUT TOWER, 12.5
 NZ1164'FEET EAST-SOUTHEAST OF THE SOUTHEAST CONCRETE FOOTING AND 0.4
 NZ1164'FOOT LOWER THAN THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2673 ***********************************************************************
 RD2673  DESIGNATION -  FREE
 RD2673  PID         -  RD2673
 RD2673  STATE/COUNTY-  OR/MARION
 RD2673  USGS QUAD   -  GERVAIS (1985)
 RD2673
 RD2673                         *CURRENT SURVEY CONTROL
 RD2673  ___________________________________________________________________
 RD2673* NAD 83(1991)-  45 00 21.03901(N)    122 59 48.36051(W)     ADJUSTED  
 RD2673* NAVD 88     -        55.     (meters)     180.     (feet)  VERTCON   
 RD2673  ___________________________________________________________________
 RD2673  LAPLACE CORR-          -3.72  (seconds)                    DEFLEC99
 RD2673  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 RD2673  HORZ ORDER  -  SECOND
 RD2673
 RD2673.The horizontal coordinates were established by classical geodetic methods
 RD2673.and adjusted by the National Geodetic Survey in October 1991.
 RD2673
 RD2673.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD2673.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD2673
 RD2673.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2673
 RD2673.The geoid height was determined by GEOID03.
 RD2673
 RD2673;                    North         East     Units Scale Factor Converg.
 RD2673;SPC OR N     -   151,852.089 2,303,209.139   MT  0.99989861   -1 46 14.4
 RD2673;SPC OR N     -   498,202.39  7,556,460.43   iFT  0.99989861   -1 46 14.4
 RD2673;UTM  10      - 4,983,599.619   500,254.799   MT  0.99960000   +0 00 08.2
 RD2673
 RD2673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2673!SPC OR N     -   0.99999496  x   0.99989861  =   0.99989357
 RD2673!UTM  10      -   0.99999496  x   0.99960000  =   0.99959496
 RD2673
 RD2673                          SUPERSEDED SURVEY CONTROL
 RD2673
 RD2673  NAD 83(1986)-  45 00 21.06271(N)    122 59 48.37458(W) AD(       ) 2
 RD2673  NAD 27      -  45 00 21.63241(N)    122 59 44.02846(W) AD(       ) 2
 RD2673  NGVD 29 (07/19/86)   54.     (m)          177.     (f) VERT ANG    3  
 RD2673
 RD2673.Superseded values are not recommended for survey control.
 RD2673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2673.See file dsdata.txt to determine how the superseded data were derived.
 RD2673
 RD2673_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ0025583600(NAD 83)
 RD2673
 RD2673  HISTORY     - Date     Condition        Report By
 RD2673  HISTORY     - 1972     MONUMENTED       ORDT
 RD2673
 RD2673                          STATION DESCRIPTION
 RD2673
 RD2673'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1972
 RD2673'SEE STATION CHEMAWA
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0716 ***********************************************************************
 PA0716  DESIGNATION -  FREEMAN
 PA0716  PID         -  PA0716
 PA0716  STATE/COUNTY-  OR/HARNEY
 PA0716  USGS QUAD   -  NORTHWEST HARNEY LAKE (1990)
 PA0716
 PA0716                         *CURRENT SURVEY CONTROL
 PA0716  ___________________________________________________________________
 PA0716* NAD 83(1991)-  43 20 18.02227(N)    119 14 36.07888(W)     ADJUSTED  
 PA0716* NAVD 88     -      1378.6    (meters)    4523.     (feet)  VERTCON   
 PA0716  ___________________________________________________________________
 PA0716  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 PA0716  GEOID HEIGHT-         -19.48  (meters)                     GEOID03
 PA0716  HORZ ORDER  -  SECOND
 PA0716  VERT ORDER  -  THIRD ? (See Below)
 PA0716
 PA0716.The horizontal coordinates were established by classical geodetic methods
 PA0716.and adjusted by the National Geodetic Survey in October 1991.
 PA0716
 PA0716.The NAVD 88 height was computed by applying the VERTCON shift value to
 PA0716.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PA0716.The vertical order pertains to the NGVD 29 superseded value.
 PA0716
 PA0716.The Laplace correction was computed from DEFLEC99 derived deflections.
 PA0716
 PA0716.The geoid height was determined by GEOID03.
 PA0716
 PA0716;                    North         East     Units Scale Factor Converg.
 PA0716;SPC OR S     -   186,458.360 1,601,889.892   MT  0.99989898   +0 51 35.0
 PA0716;SPC OR S     -   611,740.03  5,255,544.27   iFT  0.99989898   +0 51 35.0
 PA0716;UTM  11      - 4,800,831.861   318,151.525   MT  1.00000680   -1 32 24.2
 PA0716
 PA0716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PA0716!SPC OR S     -   0.99978692  x   0.99989898  =   0.99968592
 PA0716!UTM  11      -   0.99978692  x   1.00000680  =   0.99979372
 PA0716
 PA0716|---------------------------------------------------------------------|
 PA0716| PID    Reference Object                     Distance      Geod. Az  |
 PA0716|                                                           dddmmss.s |
 PA0716| CD6590 FREEMAN RM 1                         17.269 METERS 15210     |
 PA0716| CD6591 FREEMAN RM 2                         16.157 METERS 23455     |
 PA0716| PA0719 IRON                                APPROX.19.0 KM 2435412.1 |
 PA0716|---------------------------------------------------------------------|
 PA0716
 PA0716                          SUPERSEDED SURVEY CONTROL
 PA0716
 PA0716  NAD 83(1986)-  43 20 18.02446(N)    119 14 36.07462(W) AD(       ) 2
 PA0716  NGVD 29 (07/19/86) 1377.4    (m)         4519.     (f) LEVELING    3  
 PA0716
 PA0716.Superseded values are not recommended for survey control.
 PA0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0716.See file dsdata.txt to determine how the superseded data were derived.
 PA0716
 PA0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ1815200832(NAD 83)
 PA0716_MARKER: DD = SURVEY DISK
 PA0716_SETTING: 66 = SET IN ROCK OUTCROP
 PA0716_SP_SET: PARTIALLY EXPOSED BEDROCK
 PA0716
 PA0716  HISTORY     - Date     Condition        Report By
 PA0716  HISTORY     - 1974     MONUMENTED       USGS
 PA0716
 PA0716                          STATION DESCRIPTION
 PA0716
 PA0716'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 PA0716'RM 1 TO RM 2 NOT MEASURED.
 PA0716'
 PA0716'INSTRUMENT STAND 5.4 FT ABOVE STATION MARK.
 PA0716'
 PA0716'S 63 DEG 54 MIN W TO STATION IRON.
 PA0716'
 PA0716'LOCATED ABOUT 20 MI SW. OF BURNS, OR. 20 MI SE. OF RILEY, ON A
 PA0716'BROAD TOP ABOUT 6 MI NW. OF NORTHWEST CORNER OF HARNEY LAKE.
 PA0716'
 PA0716'TO REACH FROM BURNS POST OFFICE, DRIVE TWO BLOCKS S. TO STATE
 PA0716'HIGHWAY 28.  TURN E. AND GO 1.9 MI TO STATE ROUTE 205.  TURN RIGHT
 PA0716'AND GO 21.3 MI TO GRAVEL RD.  TURN RIGHT AT SIGN OO RANCH 18 AND
 PA0716'GO 14.2 MI TO T-RD.  TAKE RIGHT FORK 4.4 MI TO RD. FORK.  TAKE
 PA0716'RIGHT FORK 0.5 MI TO GRAVEL PIT AND CONTINUE NORTHERLY 2.2 MI
 PA0716'MORE TO TRACK RD. TO RIGHT JUST BEYOND CATTLEGUARD.  TURN RIGHT
 PA0716'1.4 MI TO T-RD.  TURN RIGHT 0.4 MI TO RD. FORK.  TURN RIGHT
 PA0716'0.7 MI TO DIM RD.-Y JUST S. OF SADDLE.  TURN RIGHT 0.7 MI TO DIM
 PA0716'T-RD.  TURN LEFT AND DRIVE SHORT DISTANCE TO LOW BARREN RIDGE
 PA0716'JUST W. OF FENCE LINE, TURN RIGHT CROSS-COUNTRY AROUND SOUTH SIDE
 PA0716'OF HILLS ABOUT 1 MI TO BASE OF HIGHEST POINT AND END OF
 PA0716'VEHICLE TRAVEL.  PACK 100 YARDS TO STATION AT HIGHEST POINT.
 PA0716'
 PA0716'STATION MARK--STANDARD USGS TABLET STAMPED FREEMAN 1974,
 PA0716'CEMENTED IN BEDROCK.
 PA0716'
 PA0716'REFERENCE MARK NO. 1--STANDARD USGS REFERENCE MARK TABLET STAMPED
 PA0716'FREEMAN NO 1, CEMENTED IN BEDROCK.
 PA0716'
 PA0716'REFERENCE MARK NO. 2--STANDARD USGS REFERENCE MARK TABLET STAMPED
 PA0716'FREEMAN NO 2, CEMENTED IN BEDROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0725 ***********************************************************************
 PB0725  DESIGNATION -  FREEMONT SIDING
 PB0725  PID         -  PB0725
 PB0725  STATE/COUNTY-  OR/KLAMATH
 PB0725  USGS QUAD   -  CRESCENT NE (1967)
 PB0725
 PB0725                         *CURRENT SURVEY CONTROL
 PB0725  ___________________________________________________________________
 PB0725* NAD 83(1991)-  43 25 54.73319(N)    121 34 08.79690(W)     ADJUSTED  
 PB0725* NAVD 88     -      1489.8    (meters)    4888.     (feet)  VERTCON   
 PB0725  ___________________________________________________________________
 PB0725  LAPLACE CORR-           3.26  (seconds)                    DEFLEC99
 PB0725  GEOID HEIGHT-         -21.08  (meters)                     GEOID03
 PB0725  HORZ ORDER  -  THIRD
 PB0725
 PB0725.The horizontal coordinates were established by classical geodetic methods
 PB0725.and adjusted by the National Geodetic Survey in October 1991.
 PB0725
 PB0725.The NAVD 88 height was computed by applying the VERTCON shift value to
 PB0725.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PB0725
 PB0725.The Laplace correction was computed from DEFLEC99 derived deflections.
 PB0725
 PB0725.The geoid height was determined by GEOID03.
 PB0725
 PB0725;                    North         East     Units Scale Factor Converg.
 PB0725;SPC OR S     -   196,636.653 1,413,447.314   MT  0.99990514   -0 43 53.1
 PB0725;SPC OR S     -   645,133.38  4,637,294.34   iFT  0.99990514   -0 43 53.1
 PB0725;UTM  10      - 4,809,769.370   615,809.989   MT  0.99976498   +0 59 01.8
 PB0725
 PB0725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PB0725!SPC OR S     -   0.99976974  x   0.99990514  =   0.99967490
 PB0725!UTM  10      -   0.99976974  x   0.99976498  =   0.99953477
 PB0725
 PB0725|---------------------------------------------------------------------|
 PB0725| PID    Reference Object                     Distance      Geod. Az  |
 PB0725|                                                           dddmmss.s |
 PB0725| CD6593 FREEMONT SIDING RM 1                  6.515 METERS 11535     |
 PB0725| CD6594 FREEMONT SIDING RM 2                  3.640 METERS 24107     |
 PB0725| CD6592 FREEMONT SIDING AZ MK                              3212354.9 |
 PB0725|---------------------------------------------------------------------|
 PB0725
 PB0725                          SUPERSEDED SURVEY CONTROL
 PB0725
 PB0725  NAD 83(1986)-  43 25 54.73822(N)    121 34 08.80723(W) AD(       ) 3
 PB0725  NAD 27      -  43 25 55.28360(N)    121 34 04.73050(W) AD(       ) 3
 PB0725  NGVD 29 (07/19/86) 1488.5    (m)         4884.     (f) VERT ANG    3  
 PB0725
 PB0725.Superseded values are not recommended for survey control.
 PB0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0725.See file dsdata.txt to determine how the superseded data were derived.
 PB0725
 PB0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP1581009769(NAD 83)
 PB0725_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PB0725_SETTING: 80 = SET IN A BOULDER
 PB0725_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 PB0725
 PB0725  HISTORY     - Date     Condition        Report By
 PB0725  HISTORY     - 1953     MONUMENTED       CGS
 PB0725  HISTORY     - 1972     SEE DESCRIPTION  NGS
 PB0725
 PB0725                          STATION DESCRIPTION
 PB0725
 PB0725'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (HSC)
 PB0725'THE STATION IS LOCATED ABOUT 9 MILES EAST OF CRESCENT, 3 MILES
 PB0725'SOUTH OF FREEMONT SIDING, A SIDING ON THE GREAT NORTHERN RAILROAD,
 PB0725'AND ON A PROMINENT ROCK OUTCROPPING AT THE NORTHEAST END OF WALKER
 PB0725'RIM.
 PB0725'
 PB0725'REACHED FROM THE FOREST RANGER STATION IN CRESCENT BY GOING
 PB0725'SOUTH ON U.S. HIGHWAY 97 FOR 2.4 MILES TO A CROSSROAD.  TURN LEFT,
 PB0725'EAST, AND FOLLOW A LOGGING ROAD FOR 2.2 MILES TO A FORK.  TAKE
 PB0725'THE LEFT ROAD AND GO 1.5 MILES TO A FORK JUST AFTER CROSSING THE
 PB0725'RAILROAD TRACKS.  TAKE THE RIGHT ROAD AND GO 0.8 MILES TO A
 PB0725'FORK.  TAKE THE LEFT ROAD AND GO 3.5 MILES TO A LOGGING ROAD TO
 PB0725'THE RIGHT.* TURN RIGHT AND GO 1.0 MILE TO A DIM TRACK ROAD TO
 PB0725'THE LEFT.  TURN LEFT AND GO 0.3 MILE TO THE END OF TRUCK
 PB0725'TRAVEL.  THENCE PACK WEST-NORTHWEST FOR 5 MINUTES TO THE
 PB0725'SUMMIT OF THE OUTCROPPING AND STATION.
 PB0725'
 PB0725'*TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE STRAIGHT
 PB0725'AHEAD FOR 0.7 MILE TO A CROSSROAD AND THE AZIMUTH MARK ON THE LEFT.
 PB0725'
 PB0725'THE STATION MARK, A STANDARD DISK SET IN A DRILL HOLE IN A
 PB0725'BOULDER, IS 3 FEET NORTHEAST OF A BLAZED 14-INCH SNAG.  THE DISK
 PB0725'IS STAMPED FREEMONT SIDING 1953.
 PB0725'
 PB0725'REFERENCE MARK NO. 1, A STANDARD DISK SET IN A DRILL HOLE IN A
 PB0725'BOULDER, IS STAMPED FREEMONT SIDING NO 1 1953.
 PB0725'
 PB0725'REFERENCE MARK NO. 2, A STANDARD DISK SET IN A DRILL HOLE IN A
 PB0725'BOULDER, IS STAMPED FREEMONT SIDING NO 2 1953.
 PB0725'
 PB0725'THE AZIMUTH MARK, A STANDARD DISK SET IN A CONCRETE POST, IS 63
 PB0725'FEET WEST OF THE INTERSECTION OF THE CROSSROAD, 22 FEET NORTHWEST
 PB0725'OF THE CRESCENT ROAD, AND 3 FEET WEST OF A WITNESS POST.  THE
 PB0725'DISK IS STAMPED FREEMONT SIDING 1953.
 PB0725
 PB0725                          STATION RECOVERY (1972)
 PB0725
 PB0725'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 PB0725'THE STATION MARK, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK WERE
 PB0725'RECOVERED IN GOOD CONDITION AS DESCRIBED.  ROADS HAVE CHANGED.  A
 PB0725'NEW TO REACH FOLLOWS.
 PB0725'
 PB0725'THE STATION IS IN THE SOUTHEAST 1/4 SECTION 6, R. 10 E, T. 25
 PB0725'S., ON LAND OWNED BY THE GILCHRIST TIMBER COMPANY.
 PB0725'
 PB0725'TO REACH THE STATION FROM THE CRESCENT POST OFFICE GO NORTH ON
 PB0725'MAIN STREET FOR 0.2 MILE TO POTTER STREET, TURN RIGHT, AND GO EAST
 PB0725'ON POTTER STREET FOR 0.15 MILE TO A T INTERSECTION, TURN LEFT,
 PB0725'NORTH, FOR 0.05 MILE TO A REVERSE Y, TURN RIGHT, AND GO EASTERLY
 PB0725'FOR 0.25 MILE TO A LOGGING ROAD, TURN RIGHT, AND GO EASTERLY ON
 PB0725'THE LOGGING ROAD FOR 1.0 MILE TO FOREST SERVICE ROAD 240, AT A
 PB0725'FORK, FOLLOW FOREST SERVICE ROAD 240 EASTERLY FOR 4.4 MILES TO
 PB0725'THE RAILROAD TRACKS, CROSS THE TRACKS, AND CONTINUE EAST ON
 PB0725'ROAD 240 FOR 2.3 MILES TO THE JUNCTION WITH FOREST SERVICE ROAD
 PB0725'248, AT A CROSSROAD, AND THE AZIMUTH MARK ON THE LEFT.  TURN
 PB0725'RIGHT, AND GO SOUTHWEST ON FOREST SERVICE ROAD 248 FOR 0.75 MILE
 PB0725'TO A SIDE ROAD LEFT, TURN LEFT, AND GO EAST, AND NORTHEAST FOR
 PB0725'1.0 MILE TO THE END OF TRUCK TRAVEL, WHERE THE ROAD PASSES THRU
 PB0725'A SADDLE.  PACK NORTHWEST TO THE SUMMIT, AND STATION.  THERE IS NO
 PB0725'TRAIL, AND THE LENGTH OF PACK IS 20 MINUTES.
 PB0725'
 PB0725'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PB0725'9 MILES EAST OF CRESCENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB1257 ***********************************************************************
 RB1257  DESIGNATION -  FREEZE 2
 RB1257  PID         -  RB1257
 RB1257  STATE/COUNTY-  OR/MORROW
 RB1257  USGS QUAD   -  ARBUCKLE MOUNTAIN (1995)
 RB1257
 RB1257                         *CURRENT SURVEY CONTROL
 RB1257  ___________________________________________________________________
 RB1257* NAD 83(1991)-  45 14 48.61541(N)    119 16 57.91137(W)     ADJUSTED  
 RB1257* NAVD 88     -      1537.4    (meters)    5044.     (feet)  VERTCON   
 RB1257  ___________________________________________________________________
 RB1257  LAPLACE CORR-           8.07  (seconds)                    DEFLEC99
 RB1257  GEOID HEIGHT-         -19.34  (meters)                     GEOID03
 RB1257  HORZ ORDER  -  THIRD
 RB1257
 RB1257.The horizontal coordinates were established by classical geodetic methods
 RB1257.and adjusted by the National Geodetic Survey in October 1991.
 RB1257
 RB1257.The NAVD 88 height was computed by applying the VERTCON shift value to
 RB1257.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RB1257
 RB1257.The Laplace correction was computed from DEFLEC99 derived deflections.
 RB1257
 RB1257.The geoid height was determined by GEOID03.
 RB1257
 RB1257;                    North         East     Units Scale Factor Converg.
 RB1257;SPC OR N     -   176,310.676 2,595,549.476   MT  0.99989551   +0 51 47.7
 RB1257;SPC OR N     -   578,447.10  8,515,582.27   iFT  0.99989551   +0 51 47.7
 RB1257;UTM  11      - 5,012,906.451   320,858.651   MT  0.99999460   -1 37 17.5
 RB1257
 RB1257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RB1257!SPC OR N     -   0.99976205  x   0.99989551  =   0.99965759
 RB1257!UTM  11      -   0.99976205  x   0.99999460  =   0.99975665
 RB1257
 RB1257|---------------------------------------------------------------------|
 RB1257| PID    Reference Object                     Distance      Geod. Az  |
 RB1257|                                                           dddmmss.s |
 RB1257| RB1277 FREEZE 2 RM 2                         8.233 METERS 13050     |
 RB1257| RB1276 FREEZE 2 RM 1                         8.516 METERS 23023     |
 RB1257|---------------------------------------------------------------------|
 RB1257
 RB1257                          SUPERSEDED SURVEY CONTROL
 RB1257
 RB1257  NAD 83(1986)-  45 14 48.59944(N)    119 16 57.92830(W) AD(       ) 3
 RB1257  NGVD 29 (12/08/88) 1536.2    (m)         5040.     (f) VERT ANG    3  
 RB1257
 RB1257.Superseded values are not recommended for survey control.
 RB1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1257.See file dsdata.txt to determine how the superseded data were derived.
 RB1257
 RB1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL2085912906(NAD 83)
 RB1257_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RB1257_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 RB1257_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RB1257
 RB1257  HISTORY     - Date     Condition        Report By
 RB1257  HISTORY     - 1959     MONUMENTED       USFS
 RB1257  HISTORY     - 1966     GOOD             USGS
 RB1257  HISTORY     - 1969     GOOD             USGS
 RB1257
 RB1257                          STATION DESCRIPTION
 RB1257
 RB1257'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 RB1257'RECOVERED AS DESCRIBED BY U.S. FOREST SERVICE.  TWO RMS SET.
 RB1257'
 RB1257'LOCATED ABOUT 18 MI SW. OF VINSON, 13 MI SE. OF HEPPNER, ON
 RB1257'PROMINENT TOP.
 RB1257'
 RB1257'TO REACH FROM MORROW COUNTY COURTHOUSE W. HEPPNER, FOLLOW STATE
 RB1257'ROUTE 74 7.6 MI E. TO RD. FORK.  FOLLOW SIGN POINTING TOWARD
 RB1257'ARBUCKLE CORRAL SE. ALONG GRAVEL RD. 8.7 MI TO RD. FORK AT
 RB1257'CATTLEGUARD.  TURN LEFT UP RIDGE 1.6 MI TO FIRST PROMINENT BALD
 RB1257'TOP AND STATION.
 RB1257'
 RB1257'STATION MARK--USFS DISK STAMPED---FREEZE NO 2 1959---, SET IN
 RB1257'CONCRETE POST.
 RB1257'
 RB1257'RM 1--STANDARD RM TABLET SET IN CONCRETE POST.
 RB1257'
 RB1257'RM 2--STANDARD RM TABLET SET IN CONCRETE POST.
 RB1257
 RB1257                          STATION RECOVERY (1969)
 RB1257
 RB1257'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 RB1257'RECOVERED AS DESCRIBED BY USGS AND USFS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB1258 ***********************************************************************
 RB1258  DESIGNATION -  FREEZE 3
 RB1258  PID         -  RB1258
 RB1258  STATE/COUNTY-  OR/MORROW
 RB1258  USGS QUAD   -  FREEZEOUT RIDGE (1967)
 RB1258
 RB1258                         *CURRENT SURVEY CONTROL
 RB1258  ___________________________________________________________________
 RB1258* NAD 83(1991)-  45 21 35.57770(N)    119 19 22.17768(W)     ADJUSTED  
 RB1258* NAVD 88     -      1061.2    (meters)    3482.     (feet)  VERTCON   
 RB1258  ___________________________________________________________________
 RB1258  LAPLACE CORR-           5.31  (seconds)                    DEFLEC99
 RB1258  GEOID HEIGHT-         -20.23  (meters)                     GEOID03
 RB1258  HORZ ORDER  -  THIRD
 RB1258
 RB1258.The horizontal coordinates were established by classical geodetic methods
 RB1258.and adjusted by the National Geodetic Survey in October 1991.
 RB1258
 RB1258.The NAVD 88 height was computed by applying the VERTCON shift value to
 RB1258.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RB1258
 RB1258.The Laplace correction was computed from DEFLEC99 derived deflections.
 RB1258
 RB1258.The geoid height was determined by GEOID03.
 RB1258
 RB1258;                    North         East     Units Scale Factor Converg.
 RB1258;SPC OR N     -   188,825.011 2,592,221.007   MT  0.99990014   +0 50 05.4
 RB1258;SPC OR N     -   619,504.63  8,504,662.10   iFT  0.99990014   +0 50 05.4
 RB1258;UTM  11      - 5,025,554.707   318,075.929   MT  1.00000694   -1 39 11.6
 RB1258
 RB1258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RB1258!SPC OR N     -   0.99983682  x   0.99990014  =   0.99973697
 RB1258!UTM  11      -   0.99983682  x   1.00000694  =   0.99984376
 RB1258
 RB1258|---------------------------------------------------------------------|
 RB1258| PID    Reference Object                     Distance      Geod. Az  |
 RB1258|                                                           dddmmss.s |
 RB1258| RB1278 FREEZE 3 RM 1                        13.113 METERS 23340     |
 RB1258| RB1279 FREEZE 3 RM 2                        11.671 METERS 32730     |
 RB1258|---------------------------------------------------------------------|
 RB1258
 RB1258                          SUPERSEDED SURVEY CONTROL
 RB1258
 RB1258  NAD 83(1986)-  45 21 35.56960(N)    119 19 22.18519(W) AD(       ) 3
 RB1258  NGVD 29 (12/08/88) 1060.1    (m)         3478.     (f) VERT ANG    3  
 RB1258
 RB1258.Superseded values are not recommended for survey control.
 RB1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1258.See file dsdata.txt to determine how the superseded data were derived.
 RB1258
 RB1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL1807625555(NAD 83)
 RB1258_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RB1258_SETTING: 0 = UNSPECIFIED SETTING
 RB1258_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RB1258
 RB1258  HISTORY     - Date     Condition        Report By
 RB1258  HISTORY     - 1959     MONUMENTED       USFS
 RB1258  HISTORY     - 1966     GOOD             USGS
 RB1258
 RB1258                          STATION DESCRIPTION
 RB1258
 RB1258'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 RB1258'RECOVERED AS DESCRIBED BY U.S. FOREST SERVICE.  TWO RMS SET.
 RB1258'
 RB1258'LOCATED 14 MI SW. OF VINSON, 11 MI E. OF HEPPNER.
 RB1258'
 RB1258'TO REACH FROM MORROW COUNTY COURTHOUSE IN HEPPNER, DRIVE 11.2 MI
 RB1258'E. ALONG STATE ROUTE 74.  TAKE GRAVEL RD. OPPOSITE STATE HWY.
 RB1258'GRAVEL STOCKPIPE 2 MI S. TO RD. INTERSECTION IN SADDLE.  GO
 RB1258'CROSS-COUNTRY FOLLOWING RIDGE 0.3 MI NE. TO STATION ON EAST SIDE
 RB1258'OF BROAD TOP.
 RB1258'
 RB1258'STATION MARK--USFS DISK STAMPED---FREEZE NO 3 1959---.
 RB1258'
 RB1258'RM 1--STANDARD TABLET SET IN CONCRETE.
 RB1258'
 RB1258'RM 2--STANDARD TABLET SET IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH1207 ***********************************************************************
 OH1207  DESIGNATION -  FREEZEOUT
 OH1207  PID         -  OH1207
 OH1207  STATE/COUNTY-  OR/MALHEUR
 OH1207  USGS QUAD   -  HURLEY FLAT (1972)
 OH1207
 OH1207                         *CURRENT SURVEY CONTROL
 OH1207  ___________________________________________________________________
 OH1207* NAD 83(1994)-  43 37 26.55031(N)    117 34 40.82723(W)     ADJUSTED  
 OH1207* NAVD 88     -      1672.8    (meters)    5488.     (feet)  VERTCON   
 OH1207  ___________________________________________________________________
 OH1207  LAPLACE CORR-           2.18  (seconds)                    DEFLEC99
 OH1207  GEOID HEIGHT-         -17.62  (meters)                     GEOID03
 OH1207  HORZ ORDER  -  FIRST
 OH1207
 OH1207.The horizontal coordinates were established by classical geodetic methods
 OH1207.and adjusted by the National Geodetic Survey in June 1998.
 OH1207
 OH1207.The NAVD 88 height was computed by applying the VERTCON shift value to
 OH1207.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OH1207
 OH1207.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1207
 OH1207.The geoid height was determined by GEOID03.
 OH1207
 OH1207;                    North         East     Units Scale Factor Converg.
 OH1207;SPC OR S     -   221,546.692 1,735,771.437   MT  0.99992617   +1 59 56.7
 OH1207;SPC OR S     -   726,859.23  5,694,788.18   iFT  0.99992617   +1 59 56.7
 OH1207;UTM  11      - 4,830,279.652   453,367.100   MT  0.99962675   -0 23 55.6
 OH1207
 OH1207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1207!SPC OR S     -   0.99974051  x   0.99992617  =   0.99966670
 OH1207!UTM  11      -   0.99974051  x   0.99962675  =   0.99936736
 OH1207
 OH1207|---------------------------------------------------------------------|
 OH1207| PID    Reference Object                     Distance      Geod. Az  |
 OH1207|                                                           dddmmss.s |
 OH1207| CD6595 FREEZEOUT RM NE                      14.178 METERS 04256     |
 OH1207| CD6596 FREEZEOUT RM ESE                      5.585 METERS 12539     |
 OH1207| NW0394 OWYHEE MOUNTAINS SUMMIT                            1333053.9 |
 OH1207| OH1208 GRASS                                 4.475 METERS 16712     |
 OH1207| OH1201 CEDAR                               APPROX.37.3 KM 1940354.2 |
 OH1207| QC0891 CASTLE ROCK CAIRN                   APPROX.65.7 KM 3122538.6 |
 OH1207| QC0893 BURNT RIVER MOUNTAINS SUMMIT        APPROX.82.1 KM 3270518.2 |
 OH1207| QB1244 JUNIPER MOUNTAIN PEAK               APPROX.66.3 KM 3480513.4 |
 OH1207|---------------------------------------------------------------------|
 OH1207
 OH1207                          SUPERSEDED SURVEY CONTROL
 OH1207
 OH1207  NAD 83(1991)-  43 37 26.55031(N)    117 34 40.82723(W) AD(       ) 1
 OH1207  NAD 83(1986)-  43 37 26.55373(N)    117 34 40.82144(W) AD(       ) 1
 OH1207  NAD 27      -  43 37 26.96900(N)    117 34 37.18500(W) AD(       ) 1
 OH1207  NGVD 29 (07/19/86) 1671.7    (m)         5485.     (f) VERT ANG    3  
 OH1207
 OH1207.Superseded values are not recommended for survey control.
 OH1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1207.See file dsdata.txt to determine how the superseded data were derived.
 OH1207
 OH1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ5336730280(NAD 83)
 OH1207_MARKER: DS = TRIANGULATION STATION DISK
 OH1207_SETTING: 80 = SET IN A BOULDER
 OH1207_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 OH1207
 OH1207  HISTORY     - Date     Condition        Report By
 OH1207  HISTORY     - 1920     MONUMENTED       CGS
 OH1207  HISTORY     - 1965     GOOD             USGS
 OH1207  HISTORY     - 1966     GOOD             USGS
 OH1207  HISTORY     - 1967     GOOD             USGS
 OH1207  HISTORY     - 1969     GOOD             USGS
 OH1207  HISTORY     - 1972     GOOD             USGS
 OH1207
 OH1207                          STATION DESCRIPTION
 OH1207
 OH1207'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (EWE)
 OH1207'ABOUT 40 MILES SW FROM THE TOWN OF VALE, ABOUT 15 MILES S FROM
 OH1207'HARPER, ABOUT 4 MILES S FROM THE MAIN VALE-SKULL SPRING-CRANE
 OH1207'ROAD, 2 MILES N FROM AN OLD DIM ROAD LEADING FROM THE MAIN
 OH1207'VALE-SKULL SPRING ROAD AT A POINT 3 MILES E OF COYOTE WELLS VIA
 OH1207'BUCKBOARD SPRINGS TO THE MC KNIGHT SHEEP RANCH ON THE VALE-WATSON
 OH1207'ROAD.  STATION BEARS N FROM THE ROAD AT A POINT 5-1/2 MILES E OF
 OH1207'BUCKBOARD SPRINGS, WHERE IT LEADS THROUGH A NARROW GAP IN THE
 OH1207'ROCK, BUT IS NOT VISIBLE FROM THE ROAD.  THE U.S.G.S. CAIRN GRASS,
 OH1207'ON OR NEAR THE HIGHEST POINT OF A RIDGE KNOWN AS FREEZEOUT
 OH1207'HILLS, IS 4.5 METERS FROM THE STATION S 11 DEG 59 MIN E.
 OH1207'THE STATION IS MARKED BY A BRONZE TABLET WEDGED IN A
 OH1207'DRILL HOLE IN A BOULDER AS DESCRIBED.  TWO REFERENCE
 OH1207'MARKS, BRONZE TABLETS WEDGED IN A DRILL HOLE IN A BOULDER
 OH1207'AS DESCRIBED, ARE RESPECTIVELY 14.23 METERS (46.7
 OH1207'FEET) FROM THE STATION N 42 DEG 48 MIN E AND 5.60
 OH1207'METERS (18.4 FEET) S 53 DEG 57 MIN E.
 OH1207
 OH1207                          STATION RECOVERY (1965)
 OH1207
 OH1207'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 OH1207'RECOVERED AS DESCRIBED.
 OH1207'
 OH1207'STATION MARK--NGS TABLET STAMPED---FREEZE 1920---.
 OH1207'
 OH1207'RM (NE)--NGS RM TABLET, UNSTAMPED, 1.1 FT LOWER THAN STATION
 OH1207'MARK.
 OH1207'
 OH1207'RM (SE)--NGS RM TABLET, UNSTAMPED, 0.2 FT LOWER THAN STATION
 OH1207'MARK.
 OH1207'
 OH1207'GRASS USGS--CAIRN, 8.7 FT ABOVE STATION MARK.
 OH1207
 OH1207                          STATION RECOVERY (1966)
 OH1207
 OH1207'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 OH1207'RECOVERED AS DESCRIBED.  STATION REACHED BY HELICOPTER.
 OH1207
 OH1207                          STATION RECOVERY (1967)
 OH1207
 OH1207'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 OH1207'RECOVERED AS DESCRIBED.  STATION REACHED BY
 OH1207'HELICOPTER.  CAIRN MARKING STATION GRASS HAD TO BE PARTIALLY TORN DOWN
 OH1207'TO OBSERVE NEW LINES TO SE.
 OH1207
 OH1207                          STATION RECOVERY (1969)
 OH1207
 OH1207'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 OH1207'RECOVERED AS DESCRIBED.  NOTE 1 FT DISCREPANCY TO RM (NE).
 OH1207'
 OH1207'NEW TO REACH FOLLOWS--TO REACH FROM JCT. OF U.S. HWY. 20 AND 26
 OH1207'IN VALE, GO SW. ON U.S. HWY. 20 22.8 MI TO RD. S.  TURN LEFT (S.)
 OH1207'UP COTTONWOOD CREEK ABOUT 5 MI TO CATTLEGUARD AND FENCE AT END OF
 OH1207'NEW RD. CONSTRUCTION, PROCEED STRAIGHT AHEAD (S.) ON NEW RD.
 OH1207'ABOUT 15 MI TO T-RD. IN SADDLE AT SOUTHWEST CORNER OF FREEZEOUT
 OH1207'MTN.  TURN LEFT (E.) UPHILL 1.7 MI TO FAINT RD. FORK AT DRAIN
 OH1207'X-ING. TAKE LEFT FORK (W.) 0.6 MI TO FENCE AND GATE, PASS THROUGH
 OH1207'GATE UPHILL ON WEST SIDE OF FENCE 0.9 MI TO FENCE AND GATE, PASS
 OH1207'THROUGH GATE ON TRACK RD. ON EAST SIDE OF FENCE 0.8 MI TO GATE IN
 OH1207'FENCE, PASS THROUGH GATE N. ON TRACK RD. ON WEST SIDE OF FENCE
 OH1207'0.9 MI TO HIGH POINT OF TRAIL.  TURN LEFT (W.) CROSS-COUNTRY 0.4
 OH1207'MI TO TOP OF RIDGE AND STATION NEAR REMAINS OF LARGE CAIRN.
 OH1207'
 OH1207'GRASS USGS--STANDARD VABM TABLET, UNSTAMPED, CEMENTED IN TOP OF
 OH1207'ROCK OUTCROP PROJECTING 1.0 FT, SURROUNDED BY REMAINS OF LARGE
 OH1207'CAIRN.
 OH1207'
 OH1207'HEIGHT OF INSTRUMENT ABOVE STATION MARK--5.1 FT
 OH1207
 OH1207                          STATION RECOVERY (1972)
 OH1207
 OH1207'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OH1207'RM NNE TO RM SSE NOT MEASURED.
 OH1207'
 OH1207'INSTRUMENT STAND 4.85 FT ABOVE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0850 ***********************************************************************
 NY0850  DESIGNATION -  FREMONT POINT
 NY0850  PID         -  NY0850
 NY0850  STATE/COUNTY-  OR/LAKE
 NY0850  USGS QUAD   -  FREMONT POINT (1980)
 NY0850
 NY0850                         *CURRENT SURVEY CONTROL
 NY0850  ___________________________________________________________________
 NY0850* NAD 83(1991)-  42 51 56.49651(N)    120 50 02.01194(W)     ADJUSTED  
 NY0850* NAVD 88     -      2175.8    (meters)    7138.     (feet)  VERTCON   
 NY0850  ___________________________________________________________________
 NY0850  LAPLACE CORR-         -11.60  (seconds)                    DEFLEC99
 NY0850  GEOID HEIGHT-         -20.70  (meters)                     GEOID03
 NY0850  HORZ ORDER  -  SECOND
 NY0850
 NY0850.The horizontal coordinates were established by classical geodetic methods
 NY0850.and adjusted by the National Geodetic Survey in October 1991.
 NY0850
 NY0850.The NAVD 88 height was computed by applying the VERTCON shift value to
 NY0850.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NY0850
 NY0850.The Laplace correction was computed from DEFLEC99 derived deflections.
 NY0850
 NY0850.The geoid height was determined by GEOID03.
 NY0850
 NY0850;                    North         East     Units Scale Factor Converg.
 NY0850;SPC OR S     -   133,245.165 1,472,717.451   MT  0.99990851   -0 13 42.4
 NY0850;SPC OR S     -   437,156.05  4,831,750.17   iFT  0.99990851   -0 13 42.4
 NY0850;UTM  10      - 4,748,176.387   676,943.145   MT  0.99998519   +1 28 26.2
 NY0850
 NY0850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NY0850!SPC OR S     -   0.99966214  x   0.99990851  =   0.99957068
 NY0850!UTM  10      -   0.99966214  x   0.99998519  =   0.99964734
 NY0850
 NY0850:                Primary Azimuth Mark                     Grid Az
 NY0850:SPC OR S     -  T 72                                     018 17 42.8
 NY0850:UTM  10      -  T 72                                     016 35 34.2
 NY0850
 NY0850|---------------------------------------------------------------------|
 NY0850| PID    Reference Object                     Distance      Geod. Az  |
 NY0850|                                                           dddmmss.s |
 NY0850| NY0186 T 72                                               0180400.4 |
 NY0850| CD6598 FREMONT PT LOT                                     29207     |
 NY0850| CD6597 FREMONT POINT RM 1                    5.927 METERS 35629     |
 NY0850|---------------------------------------------------------------------|
 NY0850
 NY0850                          SUPERSEDED SURVEY CONTROL
 NY0850
 NY0850  NAD 83(1986)-  42 51 56.50522(N)    120 50 02.01895(W) AD(       ) 2
 NY0850  NAD 27      -  42 51 56.97100(N)    120 49 58.07900(W) AD(       ) 2
 NY0850  NGVD 29 (07/19/86) 2174.5    (m)         7134.     (f) VERT ANG    3  
 NY0850
 NY0850.Superseded values are not recommended for survey control.
 NY0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0850.See file dsdata.txt to determine how the superseded data were derived.
 NY0850
 NY0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFN7694348176(NAD 83)
 NY0850_MARKER: Z = SEE DESCRIPTION
 NY0850_SETTING: 0 = UNSPECIFIED SETTING
 NY0850
 NY0850  HISTORY     - Date     Condition        Report By
 NY0850  HISTORY     - 1948     MONUMENTED       CGS
 NY0850
 NY0850                          STATION DESCRIPTION
 NY0850
 NY0850'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MTP)
 NY0850'THE STATION IS ABOUT 21 MILES SOUTH SOUTHEAST OF SILVER LAKE,
 NY0850'19 MILES NORTHWEST OF PAISLEY, AND 8 MILES SOUTH SOUTHWEST OF THE
 NY0850'SUMMER LAKE POST OFFICE.  IT IS ON THE SUMMIT OF FREMONT POINT,
 NY0850'A HIGH POINT OF THE HEAVILY TIMBERED RIM THAT OVERLOOKS SUMMER
 NY0850'LAKE TO THE EAST.
 NY0850'
 NY0850'THE STATION MARK, STAMPED FREMONT POINT 1948, IS A STANDARD
 NY0850'DISK BRAZED TO THE TOP OF A 2 INCH IRON PIPE PROJECTING 8 INCHES
 NY0850'ABOVE A MASS OF CONCRETE AND STONE 18 INCHES IN DIAMETER AND 8
 NY0850'INCHES HIGH.  IT IS IN THE APPROXIMATE CENTER OF THE BASE OF THE
 NY0850'FREMONT POINT LOOKOUT TOWER.
 NY0850'
 NY0850'REFERENCE MARK NO. 1, STAMPED FREMONT POINT NO 1 1948, IS A
 NY0850'STANDARD DISK SET IN BEDROCK FLUSH WITH THE SURFACE.  IT IS 4.1
 NY0850'METERS NORTH OF THE NORTHEAST LEG OF THE LOOKOUT TOWER AND 6 INCHES
 NY0850'SOUTH OF A 4 FOOT LEDGE ALONG THE RIM.
 NY0850'
 NY0850'A STANDARD U.S. FOREST SERVICE DISK, STAMPED FREMONT PT LOT 1935,
 NY0850'SERVES AS REFERENCE MARK NO. 2.  IT IS SET IN THE CONCRETE BASE
 NY0850'OF THE NORTHWEST LEG OF THE LOOKOUT TOWER.
 NY0850'
 NY0850'A STANDARD U.S. COAST AND GEODETIC SURVEY BENCH MARK, STAMPED
 NY0850'T 72 1931, SERVES AS THE AZIMUTH MARK FOR THIS STATION.  IT IS SET
 NY0850'IN THE TOP OF A BOULDER, 12 FEET BY 15 FEET, PROTRUDING 4 FEET
 NY0850'ABOVE THE GROUND.  IT IS 31 FEET WEST OF THE CENTER LINE OF STATE
 NY0850'HIGHWAY 31, 0.15 MILE SOUTH OF MILE POST 73, 65 FEET NORTH OF THE
 NY0850'F.W. FOSTER MAIL BOX, AND 8.4 FEET NORTHEAST OF A WHITE WITNESS
 NY0850'POST.  TO REACH THE AZIMUTH MARK FROM THE SUMMER LAKE POST
 NY0850'OFFICE GO SOUTHERLY ON STATE HIGHWAY 31 FOR 4.0 MILES TO A LARGE
 NY0850'BOULDER ON LEFT AND THE MARK.
 NY0850'
 NY0850'TO REACH THE STATION FROM THE SUMMER LAKE POST OFFICE GO NORTHERLY
 NY0850'ON STATE HIGHWAY 31 FOR 4.6 MILES TO DIRT ROAD ON LEFT AT TOP OF
 NY0850'GRADE.  TURN LEFT, AS PER SIGN TO FREMONT POINT, AND CONTINUE
 NY0850'SOUTHWESTERLY UP GRADE FOR 6.4 MILES TO A FORK AND SIGN, DEAD
 NY0850'INDIAN MTN. L.O. 1 MI.  TAKE THE LEFT FORK AND CONTINUE SOUTHERLY
 NY0850'ON THE MAIN TRAVELED ROAD FOR 9.9 MILES TO ROAD LEFT AND SIGN,
 NY0850'1/4 FREMONT POINT L.O.  TURN LEFT AND CONTINUE 0.4 MILE TO THE
 NY0850'LOOKOUT TOWER AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0264 ***********************************************************************
 NX0264  DESIGNATION -  FRENCHGLEN
 NX0264  PID         -  NX0264
 NX0264  STATE/COUNTY-  OR/HARNEY
 NX0264  USGS QUAD   -  FRENCHGLEN (1967)
 NX0264
 NX0264                         *CURRENT SURVEY CONTROL
 NX0264  ___________________________________________________________________
 NX0264* NAD 83(1991)-  42 50 29.88333(N)    118 56 22.85211(W)     ADJUSTED  
 NX0264* NAVD 88     -      1658.2    (meters)    5440.     (feet)  VERTCON   
 NX0264  ___________________________________________________________________
 NX0264  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 NX0264  GEOID HEIGHT-         -19.21  (meters)                     GEOID03
 NX0264  HORZ ORDER  -  FIRST
 NX0264
 NX0264.The horizontal coordinates were established by classical geodetic methods
 NX0264.and adjusted by the National Geodetic Survey in October 1991.
 NX0264
 NX0264.The NAVD 88 height was computed by applying the VERTCON shift value to
 NX0264.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NX0264
 NX0264.The Laplace correction was computed from DEFLEC99 derived deflections.
 NX0264
 NX0264.The geoid height was determined by GEOID03.
 NX0264
 NX0264;                    North         East     Units Scale Factor Converg.
 NX0264;SPC OR S     -   131,706.406 1,627,537.418   MT  0.99991080   +1 04 03.0
 NX0264;SPC OR S     -   432,107.63  5,339,689.69   iFT  0.99991080   +1 04 03.0
 NX0264;UTM  11      - 4,745,053.563   341,492.027   MT  0.99990910   -1 19 09.1
 NX0264
 NX0264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NX0264!SPC OR S     -   0.99974303  x   0.99991080  =   0.99965386
 NX0264!UTM  11      -   0.99974303  x   0.99990910  =   0.99965216
 NX0264
 NX0264|---------------------------------------------------------------------|
 NX0264| PID    Reference Object                     Distance      Geod. Az  |
 NX0264|                                                           dddmmss.s |
 NX0264| CD6600 FRENCHGLEN RM 1                       7.008 METERS 02747     |
 NX0264| CD6599 FRENCHGLEN AZ MK                                   0501024.4 |
 NX0264| CD6601 FRENCHGLEN RM 2                       4.826 METERS 15037     |
 NX0264|---------------------------------------------------------------------|
 NX0264
 NX0264                          SUPERSEDED SURVEY CONTROL
 NX0264
 NX0264  NAD 83(1986)-  42 50 29.88852(N)    118 56 22.85011(W) AD(       ) 1
 NX0264  NAD 27      -  42 50 30.31800(N)    118 56 19.12600(W) AD(       ) 1
 NX0264  NGVD 29 (07/19/86) 1657.0    (m)         5436.     (f) VERT ANG    3  
 NX0264
 NX0264.Superseded values are not recommended for survey control.
 NX0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NX0264.See file dsdata.txt to determine how the superseded data were derived.
 NX0264
 NX0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH4149245054(NAD 83)
 NX0264_MARKER: DS = TRIANGULATION STATION DISK
 NX0264_SETTING: 66 = SET IN ROCK OUTCROP
 NX0264
 NX0264  HISTORY     - Date     Condition        Report By
 NX0264  HISTORY     - 1938     MONUMENTED       CGS
 NX0264
 NX0264                          STATION DESCRIPTION
 NX0264
 NX0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (ACT)
 NX0264'STATION IS LOCATED ABOUT 1.5 MILES NW OF THE TOWN OF FRENCHGLEN
 NX0264'ON THE SECOND HIGHEST POINT ON THE E RIM OF A MESA, AND ON THE
 NX0264'POINT WHICH IS JUST W OF A PROMINENT BUTTE LOWER THAN THE MESA.
 NX0264'
 NX0264'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 NX0264'IN OUTCROPPING BEDROCK AS DESCRIBED.  REFERENCE AND
 NX0264'AZIMUTH MARKS ARE STANDARD BRONZE DISKS IN OUTCROPPING BEDROCK
 NX0264'AS DESCRIBED.
 NX0264'
 NX0264'TO REACH FROM FRENCHGLEN GO W ON THE BLITZEN ROAD 2.2 MILES
 NX0264'TO A DIM TRACK ROAD TO RIGHT, TURN RIGHT AND GO 0.3 MILE TO
 NX0264'POINT WHERE ROAD STARTS DOWN DRAW.  TURN LEFT UP BOTTOM OF DRAW
 NX0264'AND DRIVE CROSS COUNTRY UP HILL TOWARDS DRAW LEADING UP ONTO MESA
 NX0264'RIM 0.2 MILE OR AS FAR AS POSSIBLE.  PACK UP DRAW BETWEEN POINTS
 NX0264'OF MESA, W, TO TOP OF RIM.  TURN RIGHT AND FOLLOW AROUND E AND N
 NX0264'TO HIGHEST POINT AND STATION.
 NX0264'
 NX0264'AZIMUTH MARK IS 1/4 MILE NE ON ROCK OUTCROP ABOUT 60 FEET LOWER
 NX0264'THAN STATION.  STATION AND REFERENCE MARKS STAMPED FRENCHGLEN
 NX0264'1935.  AZIMUTH MARK STAMPED FRENCHGLEN 1938.  REFERENCE MARKS ABOUT
 NX0264'2-1/2 FEET LOWER THAN STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1183 ***********************************************************************
 NZ1183  DESIGNATION -  FRI
 NZ1183  PID         -  NZ1183
 NZ1183  STATE/COUNTY-  OR/DOUGLAS
 NZ1183  USGS QUAD   -  STARVOUT CREEK (1986)
 NZ1183
 NZ1183                         *CURRENT SURVEY CONTROL
 NZ1183  ___________________________________________________________________
 NZ1183* NAD 83(1991)-  42 51 17.57491(N)    123 14 54.82274(W)     ADJUSTED  
 NZ1183* NAVD 88     -       429.1    (meters)    1408.     (feet)  VERTCON   
 NZ1183  ___________________________________________________________________
 NZ1183  LAPLACE CORR-           1.78  (seconds)                    DEFLEC99
 NZ1183  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 NZ1183  HORZ ORDER  -  SECOND
 NZ1183
 NZ1183.The horizontal coordinates were established by classical geodetic methods
 NZ1183.and adjusted by the National Geodetic Survey in October 1991.
 NZ1183
 NZ1183.The NAVD 88 height was computed by applying the VERTCON shift value to
 NZ1183.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NZ1183
 NZ1183.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ1183
 NZ1183.The geoid height was determined by GEOID03.
 NZ1183
 NZ1183;                    North         East     Units Scale Factor Converg.
 NZ1183;SPC OR S     -   135,675.576 1,275,413.538   MT  0.99990952   -1 52 49.5
 NZ1183;SPC OR S     -   445,129.84  4,184,427.62   iFT  0.99990952   -1 52 49.5
 NZ1183;UTM  10      - 4,744,729.845   479,692.513   MT  0.99960507   -0 10 08.6
 NZ1183
 NZ1183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NZ1183!SPC OR S     -   0.99993643  x   0.99990952  =   0.99984596
 NZ1183!UTM  10      -   0.99993643  x   0.99960507  =   0.99954153
 NZ1183
 NZ1183|---------------------------------------------------------------------|
 NZ1183| PID    Reference Object                     Distance      Geod. Az  |
 NZ1183|                                                           dddmmss.s |
 NZ1183| NZ1179 HIGHCUT                             323.925 METERS 03248     |
 NZ1183|---------------------------------------------------------------------|
 NZ1183
 NZ1183                          SUPERSEDED SURVEY CONTROL
 NZ1183
 NZ1183  NAD 83(1986)-  42 51 17.56478(N)    123 14 54.84412(W) AD(       ) 2
 NZ1183  NAD 27      -  42 51 18.13250(N)    123 14 50.61670(W) AD(       ) 2
 NZ1183  NGVD 29 (07/19/86)  428.0    (m)         1404.     (f) VERT ANG    3  
 NZ1183
 NZ1183.Superseded values are not recommended for survey control.
 NZ1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1183.See file dsdata.txt to determine how the superseded data were derived.
 NZ1183
 NZ1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN7969344730(NAD 83)
 NZ1183_MARKER: Z = SEE DESCRIPTION
 NZ1183_SETTING: 0 = UNSPECIFIED SETTING
 NZ1183_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ1183
 NZ1183  HISTORY     - Date     Condition        Report By
 NZ1183  HISTORY     - 1963     MONUMENTED       ORDT
 NZ1183  HISTORY     - 1973     SEE DESCRIPTION  NGS
 NZ1183
 NZ1183                          STATION DESCRIPTION
 NZ1183
 NZ1183'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1963 (FN)
 NZ1183'THE STATION IS 6.4 MILES SOUTHEAST OF CANYONVILLE ON THE
 NZ1183'RIGHT-OF-WAY OF U.S. HIGHWAY 99.
 NZ1183'
 NZ1183'TO REACH THE STATION FROM THE CROSS STREET JUST WEST OF THE POST
 NZ1183'OFFICE IN CANYONVILLE GO SOUTHEAST ON U.S. HIGHWAY 99 FOR 6.4
 NZ1183'MILES TO THE STATION ON THE LEFT.
 NZ1183'
 NZ1183'THE STATION MARK, STAMPED FRI USC AND GS 1962, IS AN OREGON STATE
 NZ1183'HIGHWAY DEPT. STATION MARK DISK BRAZED TO THE TOP OF A 2 1/2-INCH
 NZ1183'IRON PIPE THAT IS SET IN A CONCRETE BASE AND PROJECTS 8 INCHES.  IT
 NZ1183'IS 0.1 MILE NORTH OF MILE POST NO. 226, 33 FEET SOUTHEAST OF THE
 NZ1183'CENTER OF THE HIGHWAY, 8 FEET SOUTHEAST OF THE GUARD RAIL AND 5
 NZ1183'FEET SOUTHWEST OF A WOODEN WITNESS POST.
 NZ1183'
 NZ1183'THE STATION WAS MARKED IN 1962 AND OCCUPIED IN 1963.
 NZ1183'
 NZ1183'THERE WERE NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.
 NZ1183
 NZ1183                          STATION RECOVERY (1973)
 NZ1183
 NZ1183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 NZ1183'THE STATION WAS DESTROYED WHEN THE FREEWAY WAS BUILT.
 NZ1183'
 NZ1183'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NZ1183'6-1/2 MILES SOUTHEAST OF CANYONVILLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2213 ***********************************************************************
 RC2213  DESIGNATION -  FRIEDA
 RC2213  PID         -  RC2213
 RC2213  STATE/COUNTY-  OR/WASCO
 RC2213  USGS QUAD   -  DANT (1962)
 RC2213
 RC2213                         *CURRENT SURVEY CONTROL
 RC2213  ___________________________________________________________________
 RC2213* NAD 83(1991)-  45 02 19.88433(N)    121 06 32.77027(W)     ADJUSTED  
 RC2213* NAVD 88     -       351.1    (meters)    1152.     (feet)  VERTCON   
 RC2213  ___________________________________________________________________
 RC2213  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 RC2213  GEOID HEIGHT-         -21.32  (meters)                     GEOID03
 RC2213  HORZ ORDER  -  THIRD
 RC2213
 RC2213.The horizontal coordinates were established by classical geodetic methods
 RC2213.and adjusted by the National Geodetic Survey in October 1991.
 RC2213
 RC2213.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC2213.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC2213
 RC2213.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2213
 RC2213.The geoid height was determined by GEOID03.
 RC2213
 RC2213;                    North         East     Units Scale Factor Converg.
 RC2213;SPC OR N     -   152,660.314 2,452,012.031   MT  0.99989714   -0 25 55.1
 RC2213;SPC OR N     -   500,854.05  8,044,658.89   iFT  0.99989714   -0 25 55.1
 RC2213;UTM  10      - 4,989,006.144   648,930.858   MT  0.99987274   +1 20 17.6
 RC2213
 RC2213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2213!SPC OR N     -   0.99994830  x   0.99989714  =   0.99984545
 RC2213!UTM  10      -   0.99994830  x   0.99987274  =   0.99982105
 RC2213
 RC2213|---------------------------------------------------------------------|
 RC2213| PID    Reference Object                     Distance      Geod. Az  |
 RC2213|                                                           dddmmss.s |
 RC2213| CF3516 FRIEDA RM 1                          10.933 METERS 06031     |
 RC2213| RC2217 SLEET                               APPROX. 5.5 KM 0955843.1 |
 RC2213| RC1126 P 398                               284.660 METERS 12456     |
 RC2213| CF3517 FRIEDA RM 2                          15.407 METERS 33956     |
 RC2213|---------------------------------------------------------------------|
 RC2213
 RC2213                          SUPERSEDED SURVEY CONTROL
 RC2213
 RC2213  NAD 83(1986)-  45 02 19.89682(N)    121 06 32.76936(W) AD(       ) 3
 RC2213  NAD 27      -  45 02 20.46800(N)    121 06 28.56100(W) AD(       ) 3
 RC2213  NGVD 29 (07/19/86)  350.0    (m)         1148.     (f) VERT ANG    3  
 RC2213
 RC2213.Superseded values are not recommended for survey control.
 RC2213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2213.See file dsdata.txt to determine how the superseded data were derived.
 RC2213
 RC2213_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ4893189006(NAD 83)
 RC2213
 RC2213  HISTORY     - Date     Condition        Report By
 RC2213  HISTORY     - 1946     MONUMENTED       CGS
 RC2213  HISTORY     - 1969     SEE DESCRIPTION  CGS
 RC2213
 RC2213                          STATION DESCRIPTION
 RC2213
 RC2213'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 RC2213'THE STATION IS 13.7 MILES, BY ROAD, SOUTH OF MAUPIN ON THE NORTH
 RC2213'SIDE OF THE DESCHUTES RIVER AND DIRECTLY ACROSS THE RIVER FROM
 RC2213'THE RAILROAD SIDING OF FRIEDA.  IT IS ABOUT 200 YARDS NORTH OF THE
 RC2213'ROAD ALONG THE RIVER AND ABOUT 200 FEET ABOVE THE RIVER, 0.2 MILE
 RC2213'WEST OF CROSSROAD, 27 FEET SOUTH OF A PRIVATE ROAD, AND 10 FEET
 RC2213'BELOW ROAD LEVEL.  IT IS CEMENTED IN A DRILL HOLE IN BEDROCK 1
 RC2213'FOOT BELOW THE GROUND SURFACE AND IS STAMPED FRIEDA 1946.
 RC2213'
 RC2213'REFERENCE MARK NO. 1 IS SET IN A LARGE BOULDER 12 FEET SOUTH
 RC2213'OF CENTER OF PRIVATE ROAD AND 4 FEET BELOW ROAD LEVEL.  IT IS 6
 RC2213'FEET ABOVE STATION ELEVATION AND IS STAMPED FRIEDA NO 1 1946.
 RC2213'
 RC2213'REFERENCE MARK NO. 2 IS SET IN A LARGE BOULDER THAT IS FLUSH
 RC2213'WITH THE GROUND ON THE NORTH SIDE AND PROJECTS 3 FEET ON THE SOUTH
 RC2213'SIDE.  IT IS 26 FEET NORTH OF CENTER OF PRIVATE ROAD AND IS 25.19
 RC2213'FEET ABOVE STATION ELEVATION.  IT IS STAMPED FRIEDA NO 2
 RC2213'1946.  (THE MEASUREMENTS GIVEN ABOVE ARE HORIZONTAL)
 RC2213'
 RC2213'BM P 398 SERVES THE PURPOSE OF AN AZIMUTH MARK.  IT IS A USC AND
 RC2213'GS BENCH MARK DISK SET IN A DRILL HOLE IN A BOULDER 1 X 2 FEET,
 RC2213'PROJECTING 10 INCHES.  IT IS STAMPED P 398 1946.  IT IS ON THE
 RC2213'SOUTH SIDE OF A SMALL FLAT MEADOW, 70 FEET NORTH OF THE NORTH
 RC2213'BANK OF THE RIVER, 183 FEET SOUTH OF THE CENTER OF A TRACK ROAD
 RC2213'AND 4 FEET EAST OF A 4 INCH SQUARE WHITE WOODEN WITNESS POST.
 RC2213'
 RC2213'TO REACH FROM THE SOUTHWEST END OF THE DESCHUTES RIVER BRIDGE
 RC2213'IN MAUPIN, GO SOUTH, UP STREAM, FOR 0.15 MILE TO A FORK, TAKE
 RC2213'RIGHT FORK AND GO 0.25 MILE TO A GATE, PASS THROUGH GATE AND
 RC2213'CONTINUE ON RIVER ROAD FOR 6.65 MILES TO A LOCKED GATE, SEE
 RC2213'MR. IVERSON IN MAUPIN FOR THE KEY FOR THE LOCK.  PASS THROUGH
 RC2213'GATE AND CONTINUE ON RIVER ROAD FOR 5.4 MILES TO A CROSS ROAD,
 RC2213'0.15 MILE BEFORE REACHING THE SECOND TUNNEL.  TURN SHARP LEFT
 RC2213'ON PRIVATE ROAD AND GO UP GRADE FOR 0.2 MILE TO STATION ON THE
 RC2213'LEFT AS DESCRIBED.
 RC2213'
 RC2213'TO REACH BM P 398 FROM STATION FOLLOW DESCRIPTION BACK 0.2 MILE
 RC2213'TO CROSS ROAD, CROSS MAIN TRAVELED ROAD AND FOLLOW TRACK ROAD
 RC2213'SOUTH THROUGH SMALL MEADOW FOR 0.2 MILE, TURN LEFT AND GO 75 YARDS
 RC2213'TO THE STATION AS DESCRIBED.
 RC2213
 RC2213                          STATION RECOVERY (1969)
 RC2213
 RC2213'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 RC2213'THE STATION WAS RECOVERED AS DESCRIBED.  THE HORIZONTAL ANGLE TO
 RC2213'THE REFERENCE MARKS WAS VERIFIED.  THE FOLLOWING IS AN ALTERNATE
 RC2213'TO REACH, ADDITIONAL REFERENCE MEASUREMENTS FOR BM P 398 1946,
 RC2213'(AZIMUTH MARK), AND A BOX SCORE USING THE ORIGINAL HORIZONTAL
 RC2213'DISTANCES TO THE REFERENCE MARKS.
 RC2213'
 RC2213'TO REACH THE STATION OBTAIN A KEY, AND A PASS SLIP FROM THE OASIS
 RC2213'MOTEL IN MAUPIN, THEN GO SOUTH ON U.S. HIGHWAY 197 FOR 0.05 MILE
 RC2213'TO A GRAVELED ROAD RIGHT, TURN RIGHT AND GO SOUTH, PARALELLING
 RC2213'THE RIVER FOR 0.5 MILE TO A CATTLE GUARD, CROSS CATTLE GUARD AND
 RC2213'CONTINUE PARALELLING THE RIVER FOR 6.6 MILES TO A LOCKED GATE,
 RC2213'PASS THRU GATE AND CONTINUE PARALELLING THE RIVER FOR 2.6 MILES
 RC2213'TO THE SANFORD RESIDENCE, THE ATTENDANTS, CONTINUE PARALELLING
 RC2213'THE RIVER FOR 2.8 MILES TO A CROSSROAD, TURN SHARP LEFT,
 RC2213'UPGRADE, AND GO NORTHWEST FOR 0.2 MILE TO THE STATION.
 RC2213'
 RC2213'TO REACH BENCH MARK P 398 1946, (AZIMUTH MARK) FROM THE
 RC2213'CROSSROAD MENTIONED ABOVE, TURN RIGHT AND GO SOUTHERLY THRU A
 RC2213'SMALL MEADOW FOR 0.2 MILE TO A FORK, TURN SHARP LEFT AND GO
 RC2213'NORTHEAST FOR 0.05 MILE TO THE MARK ON THE LEFT, 80 FEET WEST OF
 RC2213'THE RIVER BANK, 62 FEET SOUTHWEST OF A POWER POLE WITH A
 RC2213'TRANSFORMER, 10 FEET WEST OF THE CENTER OF THE TRACK ROAD, AND
 RC2213'2 FEET SOUTH OF A METAL WITNESS POST CEMENTED IN A DRILL HOLE
 RC2213'IN A 2 BY 3 FOOT BOULDER THAT PROJECTS 5 INCHES.
 RC2213'
 RC2213'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RC2213'12 MILES SOUTH OF MAUPIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2641 ***********************************************************************
 QE2641  DESIGNATION -  FRISSELL LOH
 QE2641  PID         -  QE2641
 QE2641  STATE/COUNTY-  OR/LANE
 QE2641  USGS QUAD   -  BELKNAP SPRINGS (1989)
 QE2641
 QE2641                         *CURRENT SURVEY CONTROL
 QE2641  ___________________________________________________________________
 QE2641* NAD 83(1991)-  44 12 41.97735(N)    122 06 05.07838(W)     ADJUSTED  
 QE2641* NAVD 88     -      1569.0    (meters)    5148.     (feet)  VERTCON   
 QE2641  ___________________________________________________________________
 QE2641  LAPLACE CORR-           4.33  (seconds)                    DEFLEC99
 QE2641  GEOID HEIGHT-         -21.92  (meters)                     GEOID03
 QE2641  HORZ ORDER  -  THIRD
 QE2641
 QE2641.The horizontal coordinates were established by classical geodetic methods
 QE2641.and adjusted by the National Geodetic Survey in October 1991.
 QE2641
 QE2641.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE2641.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE2641
 QE2641.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2641
 QE2641.The geoid height was determined by GEOID03.
 QE2641
 QE2641;                    North         East     Units Scale Factor Converg.
 QE2641;SPC OR S     -   283,946.564 1,372,014.477   MT  1.00006070   -1 05 44.2
 QE2641;SPC OR S     -   931,583.22  4,501,359.83   iFT  1.00006070   -1 05 44.2
 QE2641;UTM  10      - 4,895,774.484   571,787.077   MT  0.99966338   +0 37 35.8
 QE2641
 QE2641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2641!SPC OR S     -   0.99975748  x   1.00006070  =   0.99981817
 QE2641!UTM  10      -   0.99975748  x   0.99966338  =   0.99942094
 QE2641
 QE2641                          SUPERSEDED SURVEY CONTROL
 QE2641
 QE2641  NAD 83(1986)-  44 12 41.99170(N)    122 06 05.08753(W) AD(       ) 3
 QE2641  NGVD 29 (04/26/90) 1567.8    (m)         5144.     (f) VERT ANG    3  
 QE2641
 QE2641.Superseded values are not recommended for survey control.
 QE2641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2641.See file dsdata.txt to determine how the superseded data were derived.
 QE2641
 QE2641_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP7178795774(NAD 83)
 QE2641_MARKER: 73 = LOOKOUT HOUSE
 QE2641
 QE2641  HISTORY     - Date     Condition        Report By
 QE2641  HISTORY     - 1955     FIRST OBSERVED   USGS
 QE2641
 QE2641                          STATION DESCRIPTION
 QE2641
 QE2641'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 QE2641'LOCATED 4 MI NE. OF MCKENZIE BRIDGE, 3 MI NW. OF BELKNAP SPRINGS.
 QE2641'ON PARTIALLY BARE TOP.
 QE2641'
 QE2641'TO REACH NOT GIVEN.
 QE2641'
 QE2641'STATION MARK--CENTER OF USFS LOH.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1560 ***********************************************************************
 QD1560  DESIGNATION -  FROG
 QD1560  PID         -  QD1560
 QD1560  STATE/COUNTY-  OR/JEFFERSON
 QD1560  USGS QUAD   -  EAGLE BUTTE (1962)
 QD1560
 QD1560                         *CURRENT SURVEY CONTROL
 QD1560  ___________________________________________________________________
 QD1560* NAD 83(1991)-  44 47 12.68057(N)    121 10 04.44754(W)     ADJUSTED  
 QD1560* NAVD 88     -       703.5    (meters)    2308.     (feet)  VERTCON   
 QD1560  ___________________________________________________________________
 QD1560  LAPLACE CORR-           3.00  (seconds)                    DEFLEC99
 QD1560  GEOID HEIGHT-         -21.60  (meters)                     GEOID03
 QD1560  HORZ ORDER  -  SECOND
 QD1560
 QD1560.The horizontal coordinates were established by classical geodetic methods
 QD1560.and adjusted by the National Geodetic Survey in October 1991.
 QD1560
 QD1560.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1560.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1560
 QD1560.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1560
 QD1560.The geoid height was determined by GEOID03.
 QD1560
 QD1560;                    North         East     Units Scale Factor Converg.
 QD1560;SPC OR N     -   124,695.639 2,447,148.159   MT  0.99991667   -0 28 25.2
 QD1560;SPC OR N     -   409,106.43  8,028,701.31   iFT  0.99991667   -0 28 25.2
 QD1560;UTM  10      - 4,960,905.884   644,931.919   MT  0.99985830   +1 17 27.2
 QD1560
 QD1560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1560!SPC OR N     -   0.99989310  x   0.99991667  =   0.99980978
 QD1560!UTM  10      -   0.99989310  x   0.99985830  =   0.99975141
 QD1560
 QD1560|---------------------------------------------------------------------|
 QD1560| PID    Reference Object                     Distance      Geod. Az  |
 QD1560|                                                           dddmmss.s |
 QD1560| CF3519 FROG RM 1                            11.135 METERS 10653     |
 QD1560| CF3520 FROG RM 2                            12.648 METERS 18606     |
 QD1560| CF3518 FROG AZ MK                                         1961226.3 |
 QD1560|---------------------------------------------------------------------|
 QD1560
 QD1560                          SUPERSEDED SURVEY CONTROL
 QD1560
 QD1560  NAD 83(1986)-  44 47 12.69070(N)    121 10 04.44731(W) AD(       ) 2
 QD1560  NAD 27      -  44 47 13.25800(N)    121 10 00.27200(W) AD(       ) 2
 QD1560  NGVD 29 (07/19/86)  702.4    (m)         2304.     (f) VERT ANG    3  
 QD1560
 QD1560.Superseded values are not recommended for survey control.
 QD1560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1560.See file dsdata.txt to determine how the superseded data were derived.
 QD1560
 QD1560_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ4493260906(NAD 83)
 QD1560_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QD1560_SETTING: 66 = SET IN ROCK OUTCROP
 QD1560
 QD1560  HISTORY     - Date     Condition        Report By
 QD1560  HISTORY     - 1946     MONUMENTED       CGS
 QD1560
 QD1560                          STATION DESCRIPTION
 QD1560
 QD1560'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 QD1560'THE STATION IS LOCATED ABOUT 4.5 MILES, AIRLINE, NORTHEAST OF
 QD1560'WARM SPRINGS 10.5 MILES NORTH NORTHWEST OF MADRAS ON THE EAST
 QD1560'RIM OF THE DESCHUTES RIVER CANYON.  IT IS ABOUT 0.3 MILE EAST OF
 QD1560'THE DESCHUTES RIVER AND ABOUT 3.5 MILES NORTHWEST OF THE BRIDGE
 QD1560'OVER THE DESCHUTES RIVER ON THE WARM SPRINGS HIGHWAY.  IT IS 8
 QD1560'FEET SOUTHEAST OF THE EDGE OF THE RIM.  IT IS A STANDARD DISK,
 QD1560'STAMPED FROG 1946, SET IN A DRILL HOLE IN BEDROCK FLUSH WITH
 QD1560'THE GROUND.
 QD1560'
 QD1560'REFERENCE MARK NO. 1 IS EAST SOUTHEAST OF THE STATION, 45 FEET
 QD1560'EAST SOUTHEAST OF THE EDGE OF THE RIM.  IT IS A STANDARD DISK,
 QD1560'STAMPED FROG NO 1 1946, SET IN A DRILL HOLE IN BEDROCK.
 QD1560'
 QD1560'REFERENCE MARK NO. 2 IS SOUTH OF THE STATION, 8.5 FEET EAST
 QD1560'SOUTHEAST OF THE EDGE OF THE RIM.  IT IS A STANDARD DISK,
 QD1560'STAMPED FROG NO 2 1946, SET IN A DRILL HOLE IN BEDROCK.
 QD1560'
 QD1560'THE AZIMUTH MARK IS ABOUT 1.0 MILE SOUTH OF THE STATION, ON THE
 QD1560'NORTH SIDE OF THE ROAD LEADING TO A RANCH HOUSE.  IT IS SET IN
 QD1560'THE FENCE LINE 18 FEET NORTH OF THE CENTERLINE OF THE ROAD AND
 QD1560'0.1 MILE WEST OF THE RANCH HOUSE.  IT IS A STANDARD DISK,
 QD1560'STAMPED FROG 1946, WELDED ON TOP OF A 3 INCH CAST IRON SOIL PIPE
 QD1560'PROJECTING 8 INCHES ABOVE THE SURFACE OF THE GROUND.
 QD1560'
 QD1560'TO REACH THE STATION FROM THE POST OFFICE IN MADRAS GO NORTH ON
 QD1560'U.S. HIGHWAY 97 FOR 0.45 MILE TO A FORK, TAKE LEFT FORK, WARM
 QD1560'SPRINGS HIGHWAY, AND GO 5.6 MILES TO A SIDE ROAD RIGHT.  TURN
 QD1560'RIGHT AND GO 2.4 MILES TO A CROSS ROAD AND THE NEW ERA SCHOOL ON
 QD1560'THE RIGHT.  CONTINUE STRAIGHT AHEAD FOR 1.4 MILE TO THE AZIMUTH
 QD1560'MARK ON THE LEFT.  GO 0.1 MILE TO THE RANCH HOUSE.  PASS THROUGH
 QD1560'RANCH YARD AND THE GATE AT THE BARN, FOLLOWING OLD FARM ROAD
 QD1560'NORTHERLY FOR 1.15 MILE TO THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1365 ***********************************************************************
 QD1365  DESIGNATION -  FROG
 QD1365  PID         -  QD1365
 QD1365  STATE/COUNTY-  OR/WHEELER
 QD1365  USGS QUAD   -  KEYES MOUNTAIN (1988)
 QD1365
 QD1365                         *CURRENT SURVEY CONTROL
 QD1365  ___________________________________________________________________
 QD1365* NAD 83(1991)-  44 35 37.07514(N)    120 02 12.86904(W)     ADJUSTED  
 QD1365* NAVD 88     -      1739.8    (meters)    5708.     (feet)  VERTCON   
 QD1365  ___________________________________________________________________
 QD1365  LAPLACE CORR-           5.96  (seconds)                    DEFLEC99
 QD1365  GEOID HEIGHT-         -19.45  (meters)                     GEOID03
 QD1365  HORZ ORDER  -  THIRD
 QD1365
 QD1365.The horizontal coordinates were established by classical geodetic methods
 QD1365.and adjusted by the National Geodetic Survey in October 1991.
 QD1365
 QD1365.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1365.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1365
 QD1365.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1365
 QD1365.The geoid height was determined by GEOID03.
 QD1365
 QD1365;                    North         East     Units Scale Factor Converg.
 QD1365;SPC OR N     -   103,111.934 2,536,768.268   MT  0.99994461   +0 19 42.3
 QD1365;SPC OR N     -   338,293.75  8,322,730.54   iFT  0.99994461   +0 19 42.3
 QD1365;UTM  10      - 4,942,081.156   735,183.458   MT  1.00028024   +2 04 52.5
 QD1365;UTM  11      - 4,942,296.732   258,957.603   MT  1.00031456   -2 07 59.4
 QD1365
 QD1365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1365!SPC OR N     -   0.99973033  x   0.99994461  =   0.99967495
 QD1365!UTM  10      -   0.99973033  x   1.00028024  =   1.00001049
 QD1365!UTM  11      -   0.99973033  x   1.00031456  =   1.00004480
 QD1365
 QD1365|---------------------------------------------------------------------|
 QD1365| PID    Reference Object                     Distance      Geod. Az  |
 QD1365|                                                           dddmmss.s |
 QD1365| QD1381 FROG RM 1                            10.055 METERS 03951     |
 QD1365| QD1382 FROG RM 2                             5.023 METERS 14106     |
 QD1365|---------------------------------------------------------------------|
 QD1365
 QD1365                          SUPERSEDED SURVEY CONTROL
 QD1365
 QD1365  NAD 83(1986)-  44 35 37.08150(N)    120 02 12.90201(W) AD(       ) 3
 QD1365  NGVD 29 (09/20/87) 1738.6    (m)         5704.     (f) H LEVEL     3  
 QD1365
 QD1365.Superseded values are not recommended for survey control.
 QD1365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1365.See file dsdata.txt to determine how the superseded data were derived.
 QD1365
 QD1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGQ3518342081(NAD 83)
 QD1365_MARKER: DD = SURVEY DISK
 QD1365_SETTING: 66 = SET IN ROCK OUTCROP
 QD1365_SP_SET: SET IN BEDROCK
 QD1365_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QD1365+STABILITY: POSITION/ELEVATION WELL
 QD1365
 QD1365  HISTORY     - Date     Condition        Report By
 QD1365  HISTORY     - 1949     MONUMENTED       USGS
 QD1365  HISTORY     - 1963     GOOD             USGS
 QD1365  HISTORY     - 1965     GOOD             USGS
 QD1365
 QD1365                          STATION DESCRIPTION
 QD1365
 QD1365'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 QD1365'LOCATED 7 MI NW. OF ERICKSON MILL, 5 MI SW. OF BALDY MTN.  ON
 QD1365'SOUTH END OF TIMBER-TOPPED HILL, ABOUT 75 FT. S. OF TIMBER LINE
 QD1365'AND 12 FT. LOWER THAN TOP OF HILL.
 QD1365'
 QD1365'STATION MARK--STANDARD TABLET STAMPED---FROG 1949---, CEMENTED IN
 QD1365'BEDROCK.
 QD1365'
 QD1365'RM 1--STANDARD RM TABLET STAMPED---NO 1 1949---, SET IN ROCK.
 QD1365'
 QD1365'RM 2--STANDARD RM TABLET STAMPED---NO 2 1949---, SET IN ROCK.
 QD1365
 QD1365                          STATION RECOVERY (1963)
 QD1365
 QD1365'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 QD1365'RECOVERED AS DESCRIBED.
 QD1365
 QD1365                          STATION RECOVERY (1965)
 QD1365
 QD1365'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 QD1365'RECOVERED AS DESCRIBED.
 QD1365'
 QD1365'TO REACH FROM MITCHELL POST OFFICE, DRIVE 4 MI E. ON U.S. HWY. 26
 QD1365'TO RD. FORK IN SHARP BEND.  LEAVE HWY. FOLLOWING RD. E. AND N.
 QD1365'3.6 MI TOWARDS MICRO-WAVE STATION.  TURN LEFT ON TRACK RD. UP
 QD1365'MOUNTAIN 1 MI TO TOP AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2701 ***********************************************************************
 RC2701  DESIGNATION -  FROG LAKE BUTTE LOT
 RC2701  PID         -  RC2701
 RC2701  STATE/COUNTY-  OR/WASCO
 RC2701  USGS QUAD   -  WAPINITIA PASS (1996)
 RC2701
 RC2701                         *CURRENT SURVEY CONTROL
 RC2701  ___________________________________________________________________
 RC2701* NAD 83(1991)-  45 13 01.81584(N)    121 39 59.28336(W)     ADJUSTED  
 RC2701* NAVD 88     -      1614.5    (meters)    5297.     (feet)  VERTCON   
 RC2701  ___________________________________________________________________
 RC2701  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 RC2701  GEOID HEIGHT-         -20.85  (meters)                     GEOID03
 RC2701  HORZ ORDER  -  THIRD
 RC2701
 RC2701.The horizontal coordinates were established by classical geodetic methods
 RC2701.and adjusted by the National Geodetic Survey in October 1991.
 RC2701
 RC2701.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC2701.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC2701
 RC2701.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2701
 RC2701.The geoid height was determined by GEOID03.
 RC2701
 RC2701;                    North         East     Units Scale Factor Converg.
 RC2701;SPC OR N     -   172,955.531 2,408,388.631   MT  0.99989494   -0 49 38.1
 RC2701;SPC OR N     -   567,439.41  7,901,537.50   iFT  0.99989494   -0 49 38.1
 RC2701;UTM  10      - 5,007,940.746   604,704.897   MT  0.99973480   +0 56 47.8
 RC2701
 RC2701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2701!SPC OR N     -   0.99975020  x   0.99989494  =   0.99964517
 RC2701!UTM  10      -   0.99975020  x   0.99973480  =   0.99948507
 RC2701
 RC2701                          SUPERSEDED SURVEY CONTROL
 RC2701
 RC2701  NAD 83(1986)-  45 13 01.83570(N)    121 39 59.29576(W) AD(       ) 3
 RC2701  NGVD 29 (04/26/90) 1613.4    (m)         5293.     (f) VERT ANG    3  
 RC2701
 RC2701.Superseded values are not recommended for survey control.
 RC2701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2701.See file dsdata.txt to determine how the superseded data were derived.
 RC2701
 RC2701_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR0470507941(NAD 83)
 RC2701_MARKER: DS = TRIANGULATION STATION DISK
 RC2701_SETTING: 80 = SET IN A BOULDER
 RC2701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC2701+STABILITY: SURFACE MOTION
 RC2701
 RC2701  HISTORY     - Date     Condition        Report By
 RC2701  HISTORY     - 1955     MONUMENTED       USGS
 RC2701
 RC2701                          STATION DESCRIPTION
 RC2701
 RC2701'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 RC2701'LOCATED ABOUT 7 MI SE. OF GOVERNMENT CAMP, 1.5 MI E. OF U.S. HWY.
 RC2701'26.  ON TIMBERED TOP AT BASE OF USFS LOT.
 RC2701'
 RC2701'TO REACH FROM GOVERNMENT CAMP, DRIVE 7.5 MI SE. ALONG U.S. HWY.
 RC2701'26 TO DIRT RD. AT TOP OF HILL AND SIGN FROG LAKE BUTTE LO 3.
 RC2701'TURN LEFT 0.2 MI TO X-RDS., CONTINUE STRAIGHT 2.8 MI TO LO AND
 RC2701'STATION.
 RC2701'
 RC2701'STATION MARK--STANDARD TABLET
 RC2701'STAMPED---FROG LAKE BUTTE LOT 1955---, IN BOULDER UNDER USFS LOT.
 RC2701'
 RC2701'RM 1--COPPER NAIL AND WASHER IN SIDE OF SOUTHEAST CONCRETE
 RC2701'FOUNDATION OF LOT.
 RC2701'
 RC2701'RM 2--COPPER NAIL AND WASHER IN SIDE OF CONCRETE FOUNDATION OF
 RC2701'SOUTHWEST LEG OF LOT.
 RC2701'
 RC2701'1975 NOTE FROM NGS FORM 526--STATION MARK NOT FOUND, IRON PIN
 RC2701'DRIVEN IN VERY CLOSE TO STATION LOCATION.  LO TORN DOWN.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2339 ***********************************************************************
 QE2339  DESIGNATION -  FRONT RANGE 1
 QE2339  PID         -  QE2339
 QE2339  STATE/COUNTY-  OR/LINCOLN
 QE2339  USGS QUAD   -  TOLEDO SOUTH (1984)
 QE2339
 QE2339                         *CURRENT SURVEY CONTROL
 QE2339  ___________________________________________________________________
 QE2339* NAD 83(1991)-  44 34 15.59672(N)    123 58 32.25308(W)     ADJUSTED  
 QE2339* NAVD 88     -              **(meters)            **(feet)            
 QE2339  ___________________________________________________________________
 QE2339  LAPLACE CORR-          15.62  (seconds)                    DEFLEC99
 QE2339  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 QE2339  HORZ ORDER  -  THIRD
 QE2339
 QE2339.The horizontal coordinates were established by classical geodetic methods
 QE2339.and adjusted by the National Geodetic Survey in October 1991.
 QE2339
 QE2339
 QE2339.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2339
 QE2339.The geoid height was determined by GEOID03.
 QE2339
 QE2339;                    North         East     Units Scale Factor Converg.
 QE2339;SPC OR N     -   106,428.889 2,224,019.989   MT  0.99994862   -2 27 53.5
 QE2339;SPC OR N     -   349,176.15  7,296,653.51   iFT  0.99994862   -2 27 53.5
 QE2339;UTM  10      - 4,935,758.517   422,534.061   MT  0.99967380   -0 41 05.0
 QE2339
 QE2339                          SUPERSEDED SURVEY CONTROL
 QE2339
 QE2339  NAD 83(1986)-  44 34 15.63833(N)    123 58 32.31589(W) AD(       ) 4
 QE2339  NAD 27      -  44 34 16.24100(N)    123 58 27.93100(W) AD(       ) 3
 QE2339
 QE2339.Superseded values are not recommended for survey control.
 QE2339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2339.See file dsdata.txt to determine how the superseded data were derived.
 QE2339
 QE2339_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ2253435759(NAD 83)
 QE2339
 QE2339  HISTORY     - Date     Condition        Report By
 QE2339  HISTORY     - 1914     MONUMENTED       CGS
 QE2339  HISTORY     - 1942     SEE DESCRIPTION  USGS
 QE2339
 QE2339                          STATION DESCRIPTION
 QE2339
 QE2339'DESCRIBED BY US GEOLOGICAL SURVEY 1942 (CAE)
 QE2339'LETTER OF MR. C.A. ECKLAND, U.S.G.S., ACTING DIVISION ENGINEER,
 QE2339'SACRAMENTO, CALIFORNIA, DATED SEPT.16, 1942--
 QE2339'
 QE2339'STATION COULD NOT BE FOUND, ALTHOUGH A THOROUGH SEARCH WAS MADE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2392 ***********************************************************************
 QE2392  DESIGNATION -  FRONT RANGE 10
 QE2392  PID         -  QE2392
 QE2392  STATE/COUNTY-  OR/LINCOLN
 QE2392  USGS QUAD   -  TOLEDO SOUTH (1984)
 QE2392
 QE2392                         *CURRENT SURVEY CONTROL
 QE2392  ___________________________________________________________________
 QE2392* NAD 83(1991)-  44 37 00.79933(N)    123 56 36.98259(W)     ADJUSTED  
 QE2392* NAVD 88     -              **(meters)            **(feet)            
 QE2392  ___________________________________________________________________
 QE2392  LAPLACE CORR-          14.47  (seconds)                    DEFLEC99
 QE2392  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 QE2392  HORZ ORDER  -  THIRD
 QE2392
 QE2392.The horizontal coordinates were established by classical geodetic methods
 QE2392.and adjusted by the National Geodetic Survey in October 1991.
 QE2392
 QE2392
 QE2392.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2392
 QE2392.The geoid height was determined by GEOID03.
 QE2392
 QE2392;                    North         East     Units Scale Factor Converg.
 QE2392;SPC OR N     -   111,414.531 2,226,778.217   MT  0.99994066   -2 26 31.8
 QE2392;SPC OR N     -   365,533.24  7,305,702.81   iFT  0.99994066   -2 26 31.8
 QE2392;UTM  10      - 4,940,826.033   425,135.405   MT  0.99966892   -0 39 46.0
 QE2392
 QE2392                          SUPERSEDED SURVEY CONTROL
 QE2392
 QE2392  NAD 83(1986)-  44 37 00.83136(N)    123 56 37.04623(W) AD(       ) 4
 QE2392  NAD 27      -  44 37 01.43600(N)    123 56 32.68000(W) AD(       ) 3
 QE2392
 QE2392.Superseded values are not recommended for survey control.
 QE2392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2392.See file dsdata.txt to determine how the superseded data were derived.
 QE2392
 QE2392_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ2513540826(NAD 83)
 QE2392
 QE2392  HISTORY     - Date     Condition        Report By
 QE2392  HISTORY     - 1914     MONUMENTED       CGS
 QE2392  HISTORY     - 1942     SEE DESCRIPTION  USGS
 QE2392
 QE2392                          STATION DESCRIPTION
 QE2392
 QE2392'DESCRIBED BY US GEOLOGICAL SURVEY 1942 (CAE)
 QE2392'LETTER OF MR. C.A. ECKLAND, U.S.G.S., ACTING DIVISION ENGINEER,
 QE2392'SACRAMENTO, CALIFORNIA, DATED SEPT.16, 1942--
 QE2392'
 QE2392'STATION COULD NOT BE FOUND, ALTHOUGH A THOROUGH SEARCH WAS MADE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2353 ***********************************************************************
 QE2353  DESIGNATION -  FRONT RANGE 11
 QE2353  PID         -  QE2353
 QE2353  STATE/COUNTY-  OR/LINCOLN
 QE2353  USGS QUAD   -  TOLEDO SOUTH (1984)
 QE2353
 QE2353                         *CURRENT SURVEY CONTROL
 QE2353  ___________________________________________________________________
 QE2353* NAD 83(1991)-  44 36 53.76675(N)    123 56 17.86453(W)     ADJUSTED  
 QE2353* NAVD 88     -              **(meters)            **(feet)            
 QE2353  ___________________________________________________________________
 QE2353  LAPLACE CORR-          14.60  (seconds)                    DEFLEC99
 QE2353  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 QE2353  HORZ ORDER  -  THIRD
 QE2353
 QE2353.The horizontal coordinates were established by classical geodetic methods
 QE2353.and adjusted by the National Geodetic Survey in October 1991.
 QE2353
 QE2353
 QE2353.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2353
 QE2353.The geoid height was determined by GEOID03.
 QE2353
 QE2353;                    North         East     Units Scale Factor Converg.
 QE2353;SPC OR N     -   111,179.714 2,227,190.077   MT  0.99994098   -2 26 18.2
 QE2353;SPC OR N     -   364,762.84  7,307,054.06   iFT  0.99994098   -2 26 18.2
 QE2353;UTM  10      - 4,940,604.178   425,554.244   MT  0.99966815   -0 39 32.5
 QE2353
 QE2353                          SUPERSEDED SURVEY CONTROL
 QE2353
 QE2353  NAD 83(1986)-  44 36 53.79880(N)    123 56 17.92925(W) AD(       ) 4
 QE2353  NAD 27      -  44 36 54.40500(N)    123 56 13.56500(W) AD(       ) 3
 QE2353
 QE2353.Superseded values are not recommended for survey control.
 QE2353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2353.See file dsdata.txt to determine how the superseded data were derived.
 QE2353
 QE2353_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ2555440604(NAD 83)
 QE2353
 QE2353  HISTORY     - Date     Condition        Report By
 QE2353  HISTORY     - 1914     MONUMENTED       CGS
 QE2353  HISTORY     - 1942     SEE DESCRIPTION  USGS
 QE2353
 QE2353                          STATION DESCRIPTION
 QE2353
 QE2353'DESCRIBED BY US GEOLOGICAL SURVEY 1942 (CAE)
 QE2353'LETTER OF MR. C.A. ECKLAND, U.S.G.S., ACTING DIVISION ENGINEER,
 QE2353'SACRAMENTO, CALIFORNIA, DATED SEPT.16, 1942--
 QE2353'
 QE2353'STATION COULD NOT BE FOUND, ALTHOUGH A THOROUGH SEARCH WAS MADE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2337 ***********************************************************************
 QE2337  DESIGNATION -  FRONT RANGE 2
 QE2337  PID         -  QE2337
 QE2337  STATE/COUNTY-  OR/LINCOLN
 QE2337  USGS QUAD   -  TOLEDO SOUTH (1984)
 QE2337
 QE2337                         *CURRENT SURVEY CONTROL
 QE2337  ___________________________________________________________________
 QE2337* NAD 83(1991)-  44 34 57.87072(N)    123 57 54.55479(W)     ADJUSTED  
 QE2337* NAVD 88     -              **(meters)            **(feet)            
 QE2337  ___________________________________________________________________
 QE2337  LAPLACE CORR-          15.49  (seconds)                    DEFLEC99
 QE2337  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 QE2337  HORZ ORDER  -  THIRD
 QE2337
 QE2337.The horizontal coordinates were established by classical geodetic methods
 QE2337.and adjusted by the National Geodetic Survey in October 1991.
 QE2337
 QE2337
 QE2337.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2337
 QE2337.The geoid height was determined by GEOID03.
 QE2337
 QE2337;                    North         East     Units Scale Factor Converg.
 QE2337;SPC OR N     -   107,696.802 2,224,906.929   MT  0.99994652   -2 27 26.8
 QE2337;SPC OR N     -   353,335.96  7,299,563.42   iFT  0.99994652   -2 27 26.8
 QE2337;UTM  10      - 4,937,053.013   423,380.956   MT  0.99967219   -0 40 39.0
 QE2337
 QE2337                          SUPERSEDED SURVEY CONTROL
 QE2337
 QE2337  NAD 83(1986)-  44 34 57.90969(N)    123 57 54.61822(W) AD(       ) 4
 QE2337  NAD 27      -  44 34 58.51400(N)    123 57 50.23900(W) AD(       ) 3
 QE2337
 QE2337.Superseded values are not recommended for survey control.
 QE2337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2337.See file dsdata.txt to determine how the superseded data were derived.
 QE2337
 QE2337_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ2338137053(NAD 83)
 QE2337
 QE2337  HISTORY     - Date     Condition        Report By
 QE2337  HISTORY     - 1914     MONUMENTED       CGS
 QE2337  HISTORY     - 1942     SEE DESCRIPTION  USGS
 QE2337
 QE2337                          STATION DESCRIPTION
 QE2337
 QE2337'DESCRIBED BY US GEOLOGICAL SURVEY 1942 (CAE)
 QE2337'LETTER OF MR. C.A. ECKLAND, U.S.G.S., ACTING DIVISION ENGINEER,
 QE2337'SACRAMENTO, CALIFORNIA, DATED SEPT.16, 1942--
 QE2337'
 QE2337'STATION COULD NOT BE FOUND, ALTHOUGH A THOROUGH SEARCH WAS MADE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2378 ***********************************************************************
 QE2378  DESIGNATION -  FRONT RANGE 3
 QE2378  PID         -  QE2378
 QE2378  STATE/COUNTY-  OR/LINCOLN
 QE2378  USGS QUAD   -  TOLEDO SOUTH (1984)
 QE2378
 QE2378                         *CURRENT SURVEY CONTROL
 QE2378  ___________________________________________________________________
 QE2378* NAD 83(1991)-  44 35 35.03993(N)    123 56 13.79717(W)     ADJUSTED  
 QE2378* NAVD 88     -              **(meters)            **(feet)            
 QE2378  ___________________________________________________________________
 QE2378  LAPLACE CORR-          14.78  (seconds)                    DEFLEC99
 QE2378  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 QE2378  HORZ ORDER  -  THIRD
 QE2378
 QE2378.The horizontal coordinates were established by classical geodetic methods
 QE2378.and adjusted by the National Geodetic Survey in October 1991.
 QE2378
 QE2378
 QE2378.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2378
 QE2378.The geoid height was determined by GEOID03.
 QE2378
 QE2378;                    North         East     Units Scale Factor Converg.
 QE2378;SPC OR N     -   108,748.114 2,227,176.318   MT  0.99994471   -2 26 15.3
 QE2378;SPC OR N     -   356,785.15  7,307,008.92   iFT  0.99994471   -2 26 15.3
 QE2378;UTM  10      - 4,938,173.992   425,615.983   MT  0.99966804   -0 39 28.7
 QE2378
 QE2378                          SUPERSEDED SURVEY CONTROL
 QE2378
 QE2378  NAD 83(1986)-  44 35 35.07559(N)    123 56 13.86438(W) AD(       ) 4
 QE2378  NAD 27      -  44 35 35.68100(N)    123 56 09.49400(W) AD(       ) 3
 QE2378
 QE2378.Superseded values are not recommended for survey control.
 QE2378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2378.See file dsdata.txt to determine how the superseded data were derived.
 QE2378
 QE2378_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ2561638174(NAD 83)
 QE2378
 QE2378  HISTORY     - Date     Condition        Report By
 QE2378  HISTORY     - 1914     MONUMENTED       CGS
 QE2378  HISTORY     - 1942     SEE DESCRIPTION  USGS
 QE2378
 QE2378                          STATION DESCRIPTION
 QE2378
 QE2378'DESCRIBED BY US GEOLOGICAL SURVEY 1942 (CAE)
 QE2378'LETTER OF MR. C.A. ECKLAND, U.S.G.S., ACTING DIVISION ENGINEER,
 QE2378'SACRAMENTO, CALIFORNIA, DATED SEPT.16, 1942--
 QE2378'
 QE2378'STATION COULD NOT BE FOUND, ALTHOUGH A THOROUGH SEARCH WAS MADE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2352 ***********************************************************************
 QE2352  DESIGNATION -  FRONT RANGE 4
 QE2352  PID         -  QE2352
 QE2352  STATE/COUNTY-  OR/LINCOLN
 QE2352  USGS QUAD   -  TOLEDO SOUTH (1984)
 QE2352
 QE2352                         *CURRENT SURVEY CONTROL
 QE2352  ___________________________________________________________________
 QE2352* NAD 83(1991)-  44 35 41.29446(N)    123 56 13.80710(W)     ADJUSTED  
 QE2352* NAVD 88     -              **(meters)            **(feet)            
 QE2352  ___________________________________________________________________
 QE2352  LAPLACE CORR-          14.74  (seconds)                    DEFLEC99
 QE2352  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 QE2352  HORZ ORDER  -  THIRD
 QE2352
 QE2352.The horizontal coordinates were established by classical geodetic methods
 QE2352.and adjusted by the National Geodetic Survey in October 1991.
 QE2352
 QE2352
 QE2352.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2352
 QE2352.The geoid height was determined by GEOID03.
 QE2352
 QE2352;                    North         East     Units Scale Factor Converg.
 QE2352;SPC OR N     -   108,941.001 2,227,184.310   MT  0.99994441   -2 26 15.3
 QE2352;SPC OR N     -   357,417.98  7,307,035.14   iFT  0.99994441   -2 26 15.3
 QE2352;UTM  10      - 4,938,366.981   425,617.980   MT  0.99966804   -0 39 28.8
 QE2352
 QE2352                          SUPERSEDED SURVEY CONTROL
 QE2352
 QE2352  NAD 83(1986)-  44 35 41.32981(N)    123 56 13.87412(W) AD(       ) 4
 QE2352  NAD 27      -  44 35 41.93500(N)    123 56 09.50400(W) AD(       ) 3
 QE2352
 QE2352.Superseded values are not recommended for survey control.
 QE2352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2352.See file dsdata.txt to determine how the superseded data were derived.
 QE2352
 QE2352_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ2561838367(NAD 83)
 QE2352
 QE2352  HISTORY     - Date     Condition        Report By
 QE2352  HISTORY     - 1914     MONUMENTED       CGS
 QE2352  HISTORY     - 1942     SEE DESCRIPTION  USGS
 QE2352
 QE2352                          STATION DESCRIPTION
 QE2352
 QE2352'DESCRIBED BY US GEOLOGICAL SURVEY 1942 (CAE)
 QE2352'LETTER OF MR. C.A. ECKLAND, U.S.G.S., ACTING DIVISION ENGINEER,
 QE2352'SACRAMENTO, CALIFORNIA, DATED SEPT.16, 1942--
 QE2352'
 QE2352'STATION COULD NOT BE FOUND, ALTHOUGH A THOROUGH SEARCH WAS MADE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2379 ***********************************************************************
 QE2379  DESIGNATION -  FRONT RANGE 5
 QE2379  PID         -  QE2379
 QE2379  STATE/COUNTY-  OR/LINCOLN
 QE2379  USGS QUAD   -  TOLEDO SOUTH (1984)
 QE2379
 QE2379                         *CURRENT SURVEY CONTROL
 QE2379  ___________________________________________________________________
 QE2379* NAD 83(1991)-  44 35 36.48188(N)    123 56 09.46805(W)     ADJUSTED  
 QE2379* NAVD 88     -              **(meters)            **(feet)            
 QE2379  ___________________________________________________________________
 QE2379  LAPLACE CORR-          14.75  (seconds)                    DEFLEC99
 QE2379  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 QE2379  HORZ ORDER  -  THIRD
 QE2379
 QE2379.The horizontal coordinates were established by classical geodetic methods
 QE2379.and adjusted by the National Geodetic Survey in October 1991.
 QE2379
 QE2379
 QE2379.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2379
 QE2379.The geoid height was determined by GEOID03.
 QE2379
 QE2379;                    North         East     Units Scale Factor Converg.
 QE2379;SPC OR N     -   108,788.521 2,227,273.604   MT  0.99994464   -2 26 12.3
 QE2379;SPC OR N     -   356,917.72  7,307,328.10   iFT  0.99994464   -2 26 12.3
 QE2379;UTM  10      - 4,938,217.388   425,711.940   MT  0.99966786   -0 39 25.7
 QE2379
 QE2379                          SUPERSEDED SURVEY CONTROL
 QE2379
 QE2379  NAD 83(1986)-  44 35 36.51740(N)    123 56 09.53542(W) AD(       ) 4
 QE2379  NAD 27      -  44 35 37.12300(N)    123 56 05.16500(W) AD(       ) 3
 QE2379
 QE2379.Superseded values are not recommended for survey control.
 QE2379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2379.See file dsdata.txt to determine how the superseded data were derived.
 QE2379
 QE2379_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ2571238217(NAD 83)
 QE2379
 QE2379  HISTORY     - Date     Condition        Report By
 QE2379  HISTORY     - 1914     MONUMENTED       CGS
 QE2379  HISTORY     - 1942     SEE DESCRIPTION  USGS
 QE2379
 QE2379                          STATION DESCRIPTION
 QE2379
 QE2379'DESCRIBED BY US GEOLOGICAL SURVEY 1942 (CAE)
 QE2379'LETTER OF MR. C.A. ECKLAND, U.S.G.S., ACTING DIVISION ENGINEER,
 QE2379'SACRAMENTO, CALIFORNIA, DATED SEPT.16, 1942--
 QE2379'
 QE2379'STATION COULD NOT BE FOUND, ALTHOUGH A THOROUGH SEARCH WAS MADE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2350 ***********************************************************************
 QE2350  DESIGNATION -  FRONT RANGE 6
 QE2350  PID         -  QE2350
 QE2350  STATE/COUNTY-  OR/LINCOLN
 QE2350  USGS QUAD   -  TOLEDO SOUTH (1984)
 QE2350
 QE2350                         *CURRENT SURVEY CONTROL
 QE2350  ___________________________________________________________________
 QE2350* NAD 83(1991)-  44 35 54.57366(N)    123 56 18.27093(W)     ADJUSTED  
 QE2350* NAVD 88     -              **(meters)            **(feet)            
 QE2350  ___________________________________________________________________
 QE2350  LAPLACE CORR-          14.70  (seconds)                    DEFLEC99
 QE2350  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 QE2350  HORZ ORDER  -  THIRD
 QE2350
 QE2350.The horizontal coordinates were established by classical geodetic methods
 QE2350.and adjusted by the National Geodetic Survey in October 1991.
 QE2350
 QE2350
 QE2350.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2350
 QE2350.The geoid height was determined by GEOID03.
 QE2350
 QE2350;                    North         East     Units Scale Factor Converg.
 QE2350;SPC OR N     -   109,354.694 2,227,103.391   MT  0.99994377   -2 26 18.5
 QE2350;SPC OR N     -   358,775.24  7,306,769.66   iFT  0.99994377   -2 26 18.5
 QE2350;UTM  10      - 4,938,777.848   425,524.279   MT  0.99966821   -0 39 32.1
 QE2350
 QE2350                          SUPERSEDED SURVEY CONTROL
 QE2350
 QE2350  NAD 83(1986)-  44 35 54.60843(N)    123 56 18.33734(W) AD(       ) 4
 QE2350  NAD 27      -  44 35 55.21300(N)    123 56 13.96700(W) AD(       ) 3
 QE2350
 QE2350.Superseded values are not recommended for survey control.
 QE2350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2350.See file dsdata.txt to determine how the superseded data were derived.
 QE2350
 QE2350_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ2552438778(NAD 83)
 QE2350
 QE2350  HISTORY     - Date     Condition        Report By
 QE2350  HISTORY     - 1914     MONUMENTED       CGS
 QE2350  HISTORY     - 1942     SEE DESCRIPTION  USGS
 QE2350
 QE2350                          STATION DESCRIPTION
 QE2350
 QE2350'DESCRIBED BY US GEOLOGICAL SURVEY 1942 (CAE)
 QE2350'LETTER OF MR. C.A. ECKLAND, U.S.G.S., ACTING DIVISION ENGINEER,
 QE2350'SACRAMENTO, CALIFORNIA, DATED SEPT.16, 1942--
 QE2350'
 QE2350'STATION COULD NOT BE FOUND, ALTHOUGH A THOROUGH SEARCH WAS MADE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2380 ***********************************************************************
 QE2380  DESIGNATION -  FRONT RANGE 7
 QE2380  PID         -  QE2380
 QE2380  STATE/COUNTY-  OR/LINCOLN
 QE2380  USGS QUAD   -  TOLEDO SOUTH (1984)
 QE2380
 QE2380                         *CURRENT SURVEY CONTROL
 QE2380  ___________________________________________________________________
 QE2380* NAD 83(1991)-  44 36 30.46947(N)    123 56 56.50111(W)     ADJUSTED  
 QE2380* NAVD 88     -              **(meters)            **(feet)            
 QE2380  ___________________________________________________________________
 QE2380  LAPLACE CORR-          14.68  (seconds)                    DEFLEC99
 QE2380  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 QE2380  HORZ ORDER  -  THIRD
 QE2380
 QE2380.The horizontal coordinates were established by classical geodetic methods
 QE2380.and adjusted by the National Geodetic Survey in October 1991.
 QE2380
 QE2380
 QE2380.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2380
 QE2380.The geoid height was determined by GEOID03.
 QE2380
 QE2380;                    North         East     Units Scale Factor Converg.
 QE2380;SPC OR N     -   110,497.572 2,226,308.348   MT  0.99994207   -2 26 45.6
 QE2380;SPC OR N     -   362,524.84  7,304,161.25   iFT  0.99994207   -2 26 45.6
 QE2380;UTM  10      - 4,939,895.179   424,694.357   MT  0.99966974   -0 39 59.4
 QE2380
 QE2380                          SUPERSEDED SURVEY CONTROL
 QE2380
 QE2380  NAD 83(1986)-  44 36 30.50314(N)    123 56 56.56474(W) AD(       ) 4
 QE2380  NAD 27      -  44 36 31.10700(N)    123 56 52.19600(W) AD(       ) 3
 QE2380
 QE2380.Superseded values are not recommended for survey control.
 QE2380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2380.See file dsdata.txt to determine how the superseded data were derived.
 QE2380
 QE2380_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ2469439895(NAD 83)
 QE2380
 QE2380  HISTORY     - Date     Condition        Report By
 QE2380  HISTORY     - 1914     MONUMENTED       CGS
 QE2380  HISTORY     - 1942     SEE DESCRIPTION  USGS
 QE2380
 QE2380                          STATION DESCRIPTION
 QE2380
 QE2380'DESCRIBED BY US GEOLOGICAL SURVEY 1942 (CAE)
 QE2380'LETTER OF MR. C.A. ECKLAND, U.S.G.S., ACTING DIVISION ENGINEER,
 QE2380'SACRAMENTO, CALIFORNIA, DATED SEPT.16, 1942--
 QE2380'
 QE2380'STATION COULD NOT BE FOUND, ALTHOUGH A THOROUGH SEARCH WAS MADE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2385 ***********************************************************************
 QE2385  DESIGNATION -  FRONT RANGE 8
 QE2385  PID         -  QE2385
 QE2385  STATE/COUNTY-  OR/LINCOLN
 QE2385  USGS QUAD   -  TOLEDO SOUTH (1984)
 QE2385
 QE2385                         *CURRENT SURVEY CONTROL
 QE2385  ___________________________________________________________________
 QE2385* NAD 83(1991)-  44 36 46.58694(N)    123 57 00.36222(W)     ADJUSTED  
 QE2385* NAVD 88     -              **(meters)            **(feet)            
 QE2385  ___________________________________________________________________
 QE2385  LAPLACE CORR-          14.61  (seconds)                    DEFLEC99
 QE2385  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 QE2385  HORZ ORDER  -  THIRD
 QE2385
 QE2385.The horizontal coordinates were established by classical geodetic methods
 QE2385.and adjusted by the National Geodetic Survey in October 1991.
 QE2385
 QE2385
 QE2385.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2385
 QE2385.The geoid height was determined by GEOID03.
 QE2385
 QE2385;                    North         East     Units Scale Factor Converg.
 QE2385;SPC OR N     -   110,998.234 2,226,244.529   MT  0.99994132   -2 26 48.3
 QE2385;SPC OR N     -   364,167.43  7,303,951.87   iFT  0.99994132   -2 26 48.3
 QE2385;UTM  10      - 4,940,393.483   424,615.043   MT  0.99966988   -0 40 02.3
 QE2385
 QE2385                          SUPERSEDED SURVEY CONTROL
 QE2385
 QE2385  NAD 83(1986)-  44 36 46.61994(N)    123 57 00.42523(W) AD(       ) 4
 QE2385  NAD 27      -  44 36 47.22400(N)    123 56 56.05800(W) AD(       ) 3
 QE2385
 QE2385.Superseded values are not recommended for survey control.
 QE2385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2385.See file dsdata.txt to determine how the superseded data were derived.
 QE2385
 QE2385_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ2461540393(NAD 83)
 QE2385
 QE2385  HISTORY     - Date     Condition        Report By
 QE2385  HISTORY     - 1914     MONUMENTED       CGS
 QE2385  HISTORY     - 1942     SEE DESCRIPTION  USGS
 QE2385
 QE2385                          STATION DESCRIPTION
 QE2385
 QE2385'DESCRIBED BY US GEOLOGICAL SURVEY 1942 (CAE)
 QE2385'LETTER OF MR. C.A. ECKLAND, U.S.G.S., ACTING DIVISION ENGINEER,
 QE2385'SACRAMENTO, CALIFORNIA, DATED SEPT.16, 1942--
 QE2385'
 QE2385'STATION COULD NOT BE FOUND, ALTHOUGH A THOROUGH SEARCH WAS MADE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2326 ***********************************************************************
 QE2326  DESIGNATION -  FRONT RANGE 9
 QE2326  PID         -  QE2326
 QE2326  STATE/COUNTY-  OR/LINCOLN
 QE2326  USGS QUAD   -  TOLEDO SOUTH (1984)
 QE2326
 QE2326                         *CURRENT SURVEY CONTROL
 QE2326  ___________________________________________________________________
 QE2326* NAD 83(1991)-  44 37 01.32769(N)    123 56 45.47868(W)     ADJUSTED  
 QE2326* NAVD 88     -              **(meters)            **(feet)            
 QE2326  ___________________________________________________________________
 QE2326  LAPLACE CORR-          14.48  (seconds)                    DEFLEC99
 QE2326  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 QE2326  HORZ ORDER  -  THIRD
 QE2326
 QE2326.The horizontal coordinates were established by classical geodetic methods
 QE2326.and adjusted by the National Geodetic Survey in October 1991.
 QE2326
 QE2326
 QE2326.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2326
 QE2326.The geoid height was determined by GEOID03.
 QE2326
 QE2326;                    North         East     Units Scale Factor Converg.
 QE2326;SPC OR N     -   111,438.808 2,226,591.777   MT  0.99994063   -2 26 37.8
 QE2326;SPC OR N     -   365,612.89  7,305,091.13   iFT  0.99994063   -2 26 37.8
 QE2326;UTM  10      - 4,940,844.504   424,948.352   MT  0.99966927   -0 39 52.0
 QE2326
 QE2326                          SUPERSEDED SURVEY CONTROL
 QE2326
 QE2326  NAD 83(1986)-  44 37 01.35983(N)    123 56 45.54193(W) AD(       ) 4
 QE2326  NAD 27      -  44 37 01.96400(N)    123 56 41.17600(W) AD(       ) 3
 QE2326
 QE2326.Superseded values are not recommended for survey control.
 QE2326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2326.See file dsdata.txt to determine how the superseded data were derived.
 QE2326
 QE2326_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ2494840845(NAD 83)
 QE2326
 QE2326  HISTORY     - Date     Condition        Report By
 QE2326  HISTORY     - 1914     MONUMENTED       CGS
 QE2326  HISTORY     - 1942     SEE DESCRIPTION  USGS
 QE2326
 QE2326                          STATION DESCRIPTION
 QE2326
 QE2326'DESCRIBED BY US GEOLOGICAL SURVEY 1942 (CAE)
 QE2326'LETTER OF MR. C.A. ECKLAND, U.S.G.S., ACTING DIVISION ENGINEER,
 QE2326'SACRAMENTO, CALIFORNIA, DATED SEPT.16, 1942--
 QE2326'
 QE2326'STATION COULD NOT BE FOUND, ALTHOUGH A THOROUGH SEARCH WAS MADE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1845 ***********************************************************************
 QE1845  DESIGNATION -  FRUITLAND
 QE1845  PID         -  QE1845
 QE1845  STATE/COUNTY-  OR/MARION
 QE1845  USGS QUAD   -  SALEM EAST (1986)
 QE1845
 QE1845                         *CURRENT SURVEY CONTROL
 QE1845  ___________________________________________________________________
 QE1845* NAD 83(1991)-  44 56 32.42779(N)    122 55 45.08248(W)     ADJUSTED  
 QE1845* NAVD 88     -        68.1    (meters)     223.     (feet)  VERTCON   
 QE1845  ___________________________________________________________________
 QE1845  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 QE1845  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 QE1845  HORZ ORDER  -  FIRST
 QE1845
 QE1845.The horizontal coordinates were established by classical geodetic methods
 QE1845.and adjusted by the National Geodetic Survey in October 1991.
 QE1845
 QE1845.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE1845.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE1845
 QE1845.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE1845
 QE1845.The geoid height was determined by GEOID03.
 QE1845
 QE1845;                    North         East     Units Scale Factor Converg.
 QE1845;SPC OR N     -   144,636.422 2,308,321.693   MT  0.99990235   -1 43 21.9
 QE1845;SPC OR N     -   474,528.94  7,573,233.90   iFT  0.99990235   -1 43 21.9
 QE1845;UTM  10      - 4,976,547.693   505,586.539   MT  0.99960038   +0 03 00.1
 QE1845
 QE1845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE1845!SPC OR N     -   0.99999292  x   0.99990235  =   0.99989527
 QE1845!UTM  10      -   0.99999292  x   0.99960038  =   0.99959331
 QE1845
 QE1845|---------------------------------------------------------------------|
 QE1845| PID    Reference Object                     Distance      Geod. Az  |
 QE1845|                                                           dddmmss.s |
 QE1845| CE1509 FRUITLAND RM 1                       14.965 METERS 11348     |
 QE1845| CE1510 FRUITLAND RM 2                       12.401 METERS 17846     |
 QE1845| CE1511 FRUITLAND RM 3 AZIMUTH                             3560453.9 |
 QE1845|---------------------------------------------------------------------|
 QE1845
 QE1845                          SUPERSEDED SURVEY CONTROL
 QE1845
 QE1845  NAD 83(1986)-  44 56 32.45100(N)    122 55 45.09821(W) AD(       ) 1
 QE1845  NAD 27      -  44 56 33.01710(N)    122 55 40.76183(W) AD(       ) 1
 QE1845  NGVD 29 (07/19/86)   67.1    (m)          220.     (f) VERT ANG    3  
 QE1845
 QE1845.Superseded values are not recommended for survey control.
 QE1845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1845.See file dsdata.txt to determine how the superseded data were derived.
 QE1845
 QE1845_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ0558776548(NAD 83)
 QE1845_MARKER: DS = TRIANGULATION STATION DISK
 QE1845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE1845_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QE1845
 QE1845  HISTORY     - Date     Condition        Report By
 QE1845  HISTORY     - 1972     MONUMENTED       NGS
 QE1845
 QE1845                          STATION DESCRIPTION
 QE1845
 QE1845'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LDF)
 QE1845'THE STATION IS LOCATED IN THE SMALL VILLAGE OF FRUITLAND, ABOUT
 QE1845'8-1/2 MILES SOUTHWEST OF SILVERTON, 5 MILES EAST OF SALEM, ABOUT
 QE1845'500 FEET NORTH OF THE FRUITLAND SCHOOL, IN THE SOUTHEAST 1/4 OF
 QE1845'SECTION 21, R. 2 W., T. 7 S., AND ON PROPERTY OF MR. VERNE HARMS,
 QE1845'6505 FRUITLAND ROAD, SALEM, OREGON, WHO LIVES AT THE STATION
 QE1845'SITE.
 QE1845'
 QE1845'TO REACH THE STATION FROM THE POST OFFICE IN FOUR CORNERS WHICH
 QE1845'IS IN THE EAST EDGE OF SALEM, AT THE JUNCTION OF LANCASTER DRIVE
 QE1845'SE AND STATE STREET, GO EAST ON STATE STREET FOR 2.5 MILES TO A
 QE1845'SIDE ROAD LEFT.  TURN LEFT AND GO NORTH ON 63RD AVENUE NE (COUNTY
 QE1845'ROAD 746) FOR 1.0 MILE TO A CROSSROAD IN FRUITLAND.  (TO REACH
 QE1845'REFERENCE MARK 3 FROM THIS POINT, GO NORTH ON 63RD AVENUE NE FOR
 QE1845'0.45 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST ON
 QE1845'COTTONWOOD STREET NE FOR 0.05 MILE TO THE MARK ON THE LEFT.)
 QE1845'TURN RIGHT, GO EAST ON FRUITLAND ROAD NE FOR 0.1 MILE TO THE
 QE1845'FIRST DRIVEWAY LEFT PAST THE FRUITLAND SCHOOL.  TURN LEFT,
 QE1845'GO NORTH, PASSING TO THE WEST OF MR. HARMS HOUSE ON A
 QE1845'GRAVELED DRIVEWAY FOR ABOUT 150 FEET TO THE SOUTHEAST CORNER OF
 QE1845'A CINDER BLOCK BUILDING.  TURN LEFT, GO NORTH ALONG THE
 QE1845'EAST SIDE OF THE BUILDING FOR ABOUT 50 FEET TO A BOARD GATE.
 QE1845'PASS THROUGH THE GATE, GO NORTHWEST ACROSS A GO-KART RACE
 QE1845'TRACK FOR 0.1 MILE TO THE NORTHWEST CORNER OF THE TRACK
 QE1845'AND THE STATION.
 QE1845'
 QE1845'THE STATION MARK, A STANDARD DISK STAMPED FRUITLAND 1972, IS
 QE1845'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH
 QE1845'WITH THE GROUND SURFACE.  IT IS 94 FEET NORTHWEST OF THE NORTHWEST
 QE1845'CORNER OF THE GO-KART TRACK, 59 FEET NORTH OF A SMALL TREE, 20
 QE1845'FEET NORTH OF A FENCE CORNER AND 19.5 FEET NORTH OF A METAL
 QE1845'WITNESS POST.
 QE1845'
 QE1845'REFERENCE MARK 1, A STANDARD DISK STAMPED FRUITLAND NO 1 1972,
 QE1845'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 QE1845'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 55 FEET
 QE1845'NORTHWEST OF THE NORTHWEST CORNER OF THE GO-KART TRACK, 46 FEET
 QE1845'EAST OF THE FENCE CORNER, 45.3 FEET EAST OF A METAL WITNESS POST
 QE1845'AND 1 FOOT SOUTH OF AN EAST-WEST WIRE FENCE.
 QE1845'
 QE1845'REFERENCE MARK 2, A STANDARD DISK STAMPED FRUITLAND NO 2 1972,
 QE1845'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 QE1845'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 21.5 FEET
 QE1845'SOUTH OF THE METAL WITNESS POST, 20 FEET SOUTH OF THE FENCE
 QE1845'CORNER, 18 FEET NORTH OF THE SMALL TREE AND 2 FEET EAST OF A
 QE1845'NORTH-SOUTH WIRE FENCE.
 QE1845'
 QE1845'REFERENCE MARK 3, A STANDARD DISK STAMPED FRUITLAND NO 3 1972,
 QE1845'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 QE1845'WHICH PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 8
 QE1845'FEET NORTH OF THE CENTER OF COTTONWOOD DRIVE NE, 2 FEET WEST OF
 QE1845'POWER LINE POLE NUMBER 2 AND 1.3 FEET EAST-SOUTHEAST OF A METAL
 QE1845'WITNESS POST.
 QE1845'
 QE1845'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC2152 ***********************************************************************
 SC2152  DESIGNATION -  FT STEVENS WHARF LT 1909
 SC2152  PID         -  SC2152
 SC2152  STATE/COUNTY-  OR/CLATSOP
 SC2152  USGS QUAD   -  WARRENTON (1996)
 SC2152
 SC2152                         *CURRENT SURVEY CONTROL
 SC2152  ___________________________________________________________________
 SC2152* NAD 83(1991)-  46 12 30.77886(N)    123 57 08.64290(W)     ADJUSTED  
 SC2152* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 SC2152  ___________________________________________________________________
 SC2152  LAPLACE CORR-          15.92  (seconds)                    DEFLEC99
 SC2152  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 SC2152  HORZ ORDER  -  THIRD
 SC2152
 SC2152.The horizontal coordinates were established by classical geodetic methods
 SC2152.and adjusted by the National Geodetic Survey in October 1991.
 SC2152
 SC2152.The orthometric height was scaled from a topographic map.
 SC2152
 SC2152.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2152
 SC2152.The geoid height was determined by GEOID03.
 SC2152
 SC2152;                    North         East     Units Scale Factor Converg.
 SC2152;SPC OR N     -   288,168.430 2,233,637.339   MT  1.00005975   -2 26 54.2
 SC2152;SPC OR N     -   945,434.48  7,328,206.49   iFT  1.00005975   -2 26 54.2
 SC2152;SPC WA S     -   103,109.303   233,674.261   MT  0.99993607   -2 30 28.1
 SC2152;SPC WA S     -   338,284.44    766,646.30   sFT  0.99993607   -2 30 28.1
 SC2152;UTM  10      - 5,117,660.021   426,531.096   MT  0.99966635   -0 41 15.1
 SC2152
 SC2152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2152!SPC OR N     -   1.00000326  x   1.00005975  =   1.00006301
 SC2152!SPC WA S     -   1.00000326  x   0.99993607  =   0.99993933
 SC2152!UTM  10      -   1.00000326  x   0.99966635  =   0.99966961
 SC2152
 SC2152:                Primary Azimuth Mark                     Grid Az
 SC2152:SPC OR N     -  SCARBORO HILL 2 RESET                    029 09 52.4
 SC2152:SPC WA S     -  SCARBORO HILL 2 RESET                    029 13 26.3
 SC2152:UTM  10      -  SCARBORO HILL 2 RESET                    027 24 13.3
 SC2152
 SC2152|---------------------------------------------------------------------|
 SC2152| PID    Reference Object                     Distance      Geod. Az  |
 SC2152|                                                           dddmmss.s |
 SC2152| SC2299 SCARBORO HILL 2 RESET               APPROX. 6.1 KM 0264258.2 |
 SC2152| SC2042 ADAIR SCHOOL CUP 1909               APPROX.11.6 KM 0990040.4 |
 SC2152| SC2034 TAYLOR SCHOOL CUP 1909              APPROX. 8.4 KM 1062124.0 |
 SC2152| SC2071 ASTORIA SMITH PT IRON 1909          APPROX. 7.8 KM 1133337.7 |
 SC2152| SC2206 FORT STEVENS RNG TWR B C PRATT      APPROX. 1.0 KM 2595105.2 |
 SC2152| SC2155 JETTY A TARGET 1909                 APPROX. 1.0 KM 2743105.7 |
 SC2152| SD0661 JETTY C 1909                        APPROX. 5.4 KM 2925108.6 |
 SC2152|---------------------------------------------------------------------|
 SC2152
 SC2152                          SUPERSEDED SURVEY CONTROL
 SC2152
 SC2152  NAD 83(1986)-  46 12 30.78862(N)    123 57 08.62042(W) AD(       ) 3
 SC2152  NAD 27      -  46 12 31.42030(N)    123 57 04.08933(W) AD(       ) 3
 SC2152
 SC2152.Superseded values are not recommended for survey control.
 SC2152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2152.See file dsdata.txt to determine how the superseded data were derived.
 SC2152
 SC2152_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2653117660(NAD 83)
 SC2152
 SC2152  HISTORY     - Date     Condition        Report By
 SC2152  HISTORY     - UNK      MONUMENTED
 SC2152  HISTORY     - 1926     SEE DESCRIPTION  CGS
 SC2152  HISTORY     - 1947     SEE DESCRIPTION  CGS
 SC2152
 SC2152                          STATION DESCRIPTION
 SC2152
 SC2152'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (TJM)
 SC2152'THE LIGHT HAS BEEN MOVED.  SEE NEW POSITION IN LIST OF PLANE
 SC2152'TABLE POSITIONS.
 SC2152
 SC2152                          STATION RECOVERY (1947)
 SC2152
 SC2152'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 SC2152'REPORT FROM NOTICE TO MARINERS NO. 49, DATED DECEMBER 6,
 SC2152'1947--THE LIGHT HAS BEEN DESTROYED DUE TO THE COLLAPSE OF FORT
 SC2152'STEVENS WHARF WHICH DRIFTED UP THE RIVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC2197 ***********************************************************************
 SC2197  DESIGNATION -  FT STEVENS WIRELESS N 1913
 SC2197  PID         -  SC2197
 SC2197  STATE/COUNTY-  OR/CLATSOP
 SC2197  USGS QUAD   -  WARRENTON (1996)
 SC2197
 SC2197                         *CURRENT SURVEY CONTROL
 SC2197  ___________________________________________________________________
 SC2197* NAD 83(1991)-  46 11 25.70459(N)    123 58 25.42983(W)     ADJUSTED  
 SC2197* NAVD 88     -              **(meters)            **(feet)            
 SC2197  ___________________________________________________________________
 SC2197  LAPLACE CORR-          15.21  (seconds)                    DEFLEC99
 SC2197  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 SC2197  HORZ ORDER  -  THIRD
 SC2197
 SC2197.The horizontal coordinates were established by classical geodetic methods
 SC2197.and adjusted by the National Geodetic Survey in October 1991.
 SC2197
 SC2197
 SC2197.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2197
 SC2197.The geoid height was determined by GEOID03.
 SC2197
 SC2197;                    North         East     Units Scale Factor Converg.
 SC2197;SPC OR N     -   286,231.451 2,231,906.332   MT  1.00005403   -2 27 48.7
 SC2197;SPC OR N     -   939,079.56  7,322,527.34   iFT  1.00005403   -2 27 48.7
 SC2197;SPC WA S     -   101,174.356   231,941.448   MT  0.99993818   -2 31 23.9
 SC2197;SPC WA S     -   331,936.20    760,961.23   sFT  0.99993818   -2 31 23.9
 SC2197;UTM  10      - 5,115,671.540   424,861.075   MT  0.99966940   -0 42 09.8
 SC2197
 SC2197                          SUPERSEDED SURVEY CONTROL
 SC2197
 SC2197  NAD 83(1986)-  46 11 25.71505(N)    123 58 25.40601(W) AD(       ) 4
 SC2197  NAD 27      -  46 11 26.33577(N)    123 58 20.88872(W) AD(       ) 3
 SC2197
 SC2197.Superseded values are not recommended for survey control.
 SC2197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2197.See file dsdata.txt to determine how the superseded data were derived.
 SC2197
 SC2197_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2486115672(NAD 83)
 SC2197
 SC2197  HISTORY     - Date     Condition        Report By
 SC2197  HISTORY     - UNK      MONUMENTED
 SC2197  HISTORY     - 1934     SEE DESCRIPTION  CGS
 SC2197  HISTORY     - 1958     SEE DESCRIPTION  CGS
 SC2197
 SC2197                          STATION DESCRIPTION
 SC2197
 SC2197'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GRJ)
 SC2197'STATION IS SITUATED ON THE SW PART OF THE RESERVATION AND ABOUT
 SC2197'0.25 MILE SE OF BATTERY RUSSELL AND A LITTLE TO THE E OF THE
 SC2197'BATTERY CONTROL FOR BATTERY MISHLER.  IN 1934 IT WAS REPORTED
 SC2197'THAT THE POLE HAD BEEN CUT DOWN, BUT THE BASE AND A HEAVY BLOCK
 SC2197'OF CONCRETE SURROUNDING IT, REMAINED IN THE GROUND AND IDENTIFIED
 SC2197'THE POSITION.  SEE UNDER STATION RADIO.
 SC2197
 SC2197                          STATION RECOVERY (1958)
 SC2197
 SC2197'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (VRS)
 SC2197'STATION DESTROYED.  THERE IS NO POLE 60 FEET NORTHEAST OF STATION
 SC2197'RADIO 1926 WHICH WAS RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC2148 ***********************************************************************
 SC2148  DESIGNATION -  FTR STEVENS HIGHEST 1913
 SC2148  PID         -  SC2148
 SC2148  STATE/COUNTY-  OR/CLATSOP
 SC2148  USGS QUAD   -  WARRENTON (1996)
 SC2148
 SC2148                         *CURRENT SURVEY CONTROL
 SC2148  ___________________________________________________________________
 SC2148* NAD 83(1991)-  46 11 50.34284(N)    123 57 40.79148(W)     ADJUSTED  
 SC2148* NAVD 88     -              **(meters)            **(feet)            
 SC2148  ___________________________________________________________________
 SC2148  LAPLACE CORR-          15.56  (seconds)                    DEFLEC99
 SC2148  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 SC2148  HORZ ORDER  -  THIRD
 SC2148
 SC2148.The horizontal coordinates were established by classical geodetic methods
 SC2148.and adjusted by the National Geodetic Survey in October 1991.
 SC2148
 SC2148
 SC2148.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2148
 SC2148.The geoid height was determined by GEOID03.
 SC2148
 SC2148;                    North         East     Units Scale Factor Converg.
 SC2148;SPC OR N     -   286,950.462 2,232,895.295   MT  1.00005619   -2 27 17.0
 SC2148;SPC OR N     -   941,438.52  7,325,771.97   iFT  1.00005619   -2 27 17.0
 SC2148;SPC WA S     -   101,892.253   232,931.043   MT  0.99993737   -2 30 51.5
 SC2148;SPC WA S     -   334,291.50    764,207.93   sFT  0.99993737   -2 30 51.5
 SC2148;UTM  10      - 5,116,420.311   425,827.104   MT  0.99966763   -0 41 37.9
 SC2148
 SC2148                          SUPERSEDED SURVEY CONTROL
 SC2148
 SC2148  NAD 83(1986)-  46 11 50.35354(N)    123 57 40.76830(W) AD(       ) 4
 SC2148  NAD 27      -  46 11 50.97901(N)    123 57 36.23874(W) AD(       ) 3
 SC2148
 SC2148.Superseded values are not recommended for survey control.
 SC2148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2148.See file dsdata.txt to determine how the superseded data were derived.
 SC2148
 SC2148_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2582716420(NAD 83)
 SC2148
 SC2148  HISTORY     - Date     Condition        Report By
 SC2148  HISTORY     - UNK      MONUMENTED
 SC2148  HISTORY     - 1934     SEE DESCRIPTION  CGS
 SC2148  HISTORY     - 1935     SEE DESCRIPTION  CGS
 SC2148  HISTORY     - 1942     SEE DESCRIPTION  CGS
 SC2148  HISTORY     - 1951     SEE DESCRIPTION  CGS
 SC2148
 SC2148                          STATION DESCRIPTION
 SC2148
 SC2148'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GJ)
 SC2148'THE STATION IS THE CENTER OF THE STEEL WATER TANK, ON STEEL
 SC2148'SUPPORTS, AT FORT STEVENS.  IT IS ABOUT 700 FEET SW OF THE
 SC2148'NEAREST DWELLING AND QUITE CONSPICUOUS.  IT IS ALSO ABOUT 100
 SC2148'FEET SW OF AN OLD TANK FOUNDATION CONSISTING OF CONCRETE PIERS.
 SC2148'THE TANK IS ABOUT 100 FEET HIGH.
 SC2148
 SC2148                          STATION RECOVERY (1935)
 SC2148
 SC2148'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RWK)
 SC2148'THE STATION IS THE CENTER OF THE STEEL WATER TANK, ON STEEL
 SC2148'SUPPORTS, AT FORT STEVENS.  THE TANK IS ABOUT 100 FEET HIGH AND
 SC2148'VERY CONSPICUOUS.
 SC2148
 SC2148                          STATION RECOVERY (1942)
 SC2148
 SC2148'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (JCP)
 SC2148'STATION IS THE PEAK OF A SMALL CONE PLACED ON THE TOP OF AN
 SC2148'ELEVATED WATER TANK IN FORT STEVENS.
 SC2148'
 SC2148'AN INTERSECTION STATION LOCATED BY THEODOLITE CUTS.
 SC2148
 SC2148                          STATION RECOVERY (1951)
 SC2148
 SC2148'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HGC)
 SC2148'STATION LOST.  THIS TANK WAS MOVED TO A NEW LOCATION ABOUT 125
 SC2148'FEET TO THE NW SINCE THE 1935 RECOVERY.  IT WAS RELOCATED BY
 SC2148'TRIANGULATION AS FORT STEVENS QUARTERMASTER TANK (OREG.) 1951.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0703 ***********************************************************************
 NY0703  DESIGNATION -  FUEGO
 NY0703  PID         -  NY0703
 NY0703  STATE/COUNTY-  OR/KLAMATH
 NY0703  USGS QUAD   -  FUEGO (1988)
 NY0703
 NY0703                         *CURRENT SURVEY CONTROL
 NY0703  ___________________________________________________________________
 NY0703* NAD 83(1991)-  42 48 50.09677(N)    121 49 32.68873(W)     ADJUSTED  
 NY0703* NAVD 88     -      1377.877  (meters)    4520.58   (feet)  ADJUSTED  
 NY0703  ___________________________________________________________________
 NY0703  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 NY0703  GEOID HEIGHT-         -21.91  (meters)                     GEOID03
 NY0703  DYNAMIC HT  -        1377.094 (meters)    4518.02  (feet)  COMP
 NY0703  MODELED GRAV-     980,004.4   (mgal)                       NAVD 88
 NY0703
 NY0703  HORZ ORDER  -  SECOND
 NY0703  VERT ORDER  -  FIRST     CLASS II
 NY0703
 NY0703.The horizontal coordinates were established by classical geodetic methods
 NY0703.and adjusted by the National Geodetic Survey in October 1991.
 NY0703
 NY0703.The orthometric height was determined by differential leveling
 NY0703.and adjusted in June 1991.
 NY0703
 NY0703.The Laplace correction was computed from DEFLEC99 derived deflections.
 NY0703
 NY0703.The geoid height was determined by GEOID03.
 NY0703
 NY0703.The dynamic height is computed by dividing the NAVD 88
 NY0703.geopotential number by the normal gravity value computed on the
 NY0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0703.degrees latitude (g = 980.6199 gals.).
 NY0703
 NY0703.The modeled gravity was interpolated from observed gravity values.
 NY0703
 NY0703;                    North         East     Units Scale Factor Converg.
 NY0703;SPC OR S     -   128,297.457 1,391,585.557   MT  0.99991366   -0 54 25.2
 NY0703;SPC OR S     -   420,923.42  4,565,569.41   iFT  0.99991366   -0 54 25.2
 NY0703;UTM  10      - 4,740,819.416   596,000.285   MT  0.99971338   +0 47 53.2
 NY0703
 NY0703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NY0703!SPC OR S     -   0.99978739  x   0.99991366  =   0.99970107
 NY0703!UTM  10      -   0.99978739  x   0.99971338  =   0.99950083
 NY0703
 NY0703:                Primary Azimuth Mark                     Grid Az
 NY0703:SPC OR S     -  FUEGO AZ MK                              013 48 50.2
 NY0703:UTM  10      -  FUEGO AZ MK                              012 06 31.8
 NY0703
 NY0703|---------------------------------------------------------------------|
 NY0703| PID    Reference Object                     Distance      Geod. Az  |
 NY0703|                                                           dddmmss.s |
 NY0703| CD6602 FUEGO AZ MK                                        0125425.0 |
 NY0703| NY0959 APPLEGATE BUTTE LOT                 APPROX.14.7 KM 1433158.9 |
 NY0703| CD6603 FUEGO RM 1                           12.081 METERS 22542     |
 NY0703| CD6604 FUEGO RM 2                           11.474 METERS 33033     |
 NY0703|---------------------------------------------------------------------|
 NY0703
 NY0703                          SUPERSEDED SURVEY CONTROL
 NY0703
 NY0703  NAD 83(1986)-  42 48 50.09904(N)    121 49 32.69809(W) AD(       ) 2
 NY0703  NAD 27      -  42 48 50.61226(N)    121 49 28.62983(W) AD(       ) 2
 NY0703  NGVD 29 (07/19/86) 1376.9    (m)         4517.     (f) VERT ANG    3  
 NY0703
 NY0703.Superseded values are not recommended for survey control.
 NY0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0703.See file dsdata.txt to determine how the superseded data were derived.
 NY0703
 NY0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN9600040819(NAD 83)
 NY0703_MARKER: DS = TRIANGULATION STATION DISK
 NY0703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0703_SP_SET: CONCRETE POST
 NY0703_STAMPING: FUEGO 1967
 NY0703_MARK LOGO: CGS   
 NY0703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0703+STABILITY: SURFACE MOTION
 NY0703_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NY0703+SATELLITE: SATELLITE OBSERVATIONS - July 06, 1988
 NY0703
 NY0703  HISTORY     - Date     Condition        Report By
 NY0703  HISTORY     - 1967     MONUMENTED       CGS
 NY0703  HISTORY     - 1967     GOOD             CGS
 NY0703  HISTORY     - 19880706 GOOD             NGS
 NY0703
 NY0703                          STATION DESCRIPTION
 NY0703
 NY0703'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (CAA)
 NY0703'THE STATION IS LOCATED ABOUT 17-1/2 MILES NORTH OF CHILOQUIN,
 NY0703'11-1/2 MILES NORTHEAST OF FORT KLAMATH AND 1 MILE NORTH OF THE
 NY0703'OLD FUEGO RAILROAD STATION (NOW ABANDONED), ON THE WEST SIDE OF
 NY0703'THE SOUTHERN PACIFIC COMPANY RAILROAD TRACKS.
 NY0703'
 NY0703'TO REACH FROM THE U.S. NATIONAL BANK IN CHILOQUIN, GO NORTHWEST
 NY0703'ON PAVED ROAD FOR 0.3 MILE TO A PAVED FORK, KEEP THE RIGHT FORK
 NY0703'AND CONTINUE NORTHWEST ALONG PAVED ROAD FOR 1.0 MILE TO THE
 NY0703'JUNCTION WITH U.S. HIGHWAY 97, TURN RIGHT AND GO NORTH ON
 NY0703'U.S. HIGHWAY 97 FOR 3.25 MILES TO THE SPRING CREEK BRIDGE,
 NY0703'CONTINUE NORTH ON THE HIGHWAY FOR 11.7 MILES TO A CROSSROAD AND
 NY0703'SIGN FUEGO, TURN RIGHT ON BLADED ROAD AND GO EASTERLY FOR 0.35
 NY0703'MILE TO THE OLD FUEGO RAILROAD STATION, TURN LEFT AND GO
 NY0703'NORTHERLY ON TRACK ROAD ALONG WEST SIDE OF RAILROAD TRACKS FOR
 NY0703'0.4 MILE TO A SMALL METAL BUILDING AND RAILROAD SIGNAL ON THE
 NY0703'RIGHT, CONTINUE AHEAD FOR 0.05 MILE TO THE STATION ON THE
 NY0703'RIGHT.
 NY0703'
 NY0703'STATION MARK IS A STANDARD DISK STAMPED FUEGO 1967, SET IN THE
 NY0703'TOP OF A CYLINDRICAL CONCRETE POST, WHICH IS 12 INCHES IN DIAMETER
 NY0703'AND PROJECTS 3 INCHES.  50 FEET EAST OF A TRACK ROAD, 45 FEET
 NY0703'WEST OF THE WEST RAIL OF THE RAILROAD TRACKS AND 9.0 FEET WEST
 NY0703'OF A POWER LINE POLE WITH A WITNESS SIGN.
 NY0703'
 NY0703'REFERENCE MARK 1, A STANDARD DISK STAMPED FUEGO NO 1 1967, SET
 NY0703'IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE POST WHICH PROJECTS
 NY0703'2 INCHES.  66 FEET WEST OF THE WEST RAIL OF THE RAILROAD TRACKS,
 NY0703'29 FEET EAST OF THE CENTER OF A TRACK ROAD AND 2.2 FEET NORTHEAST
 NY0703'OF A METAL WITNESS POST.
 NY0703'
 NY0703'REFERENCE MARK 2, A STANDARD DISK STAMPED FUEGO NO 2 1967, SET
 NY0703'IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE POST WHICH PROJECTS
 NY0703'2 INCHES.  70 FEET WEST OF THE WEST RAIL OF THE RAILROAD TRACK,
 NY0703'29 FEET EAST OF THE CENTER OF A TRACK ROAD AND 2.2 FEET NORTHEAST
 NY0703'OF A METAL WITNESS POST.
 NY0703'
 NY0703'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON TRACK
 NY0703'ROAD 0.25 MILE.  A STANDARD DISK STAMPED FUEGO 1967, SET IN THE
 NY0703'TOP OF A 12 INCH CONCRETE CYLINDRICAL POST WHICH PROJECTS 2 INCHES,
 NY0703'69.8 FEET WEST OF THE WEST RAIL OF THE RAILROAD TRACKS, 46.9 FEET
 NY0703'EAST OF THE CENTER OF A TRACK ROAD AND 2.1 FEET NORTHWEST OF A
 NY0703'METAL WITNESS POST.
 NY0703'
 NY0703'HEIGHT OF LIGHT ABOVE STATION MARK 1.42 METERS.
 NY0703
 NY0703                          STATION RECOVERY (1967)
 NY0703
 NY0703'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 NY0703'RECOVERED IN GOOD CONDITION.
 NY0703
 NY0703                          STATION RECOVERY (1988)
 NY0703
 NY0703'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 NY0703'28.2 KM (17.50 MI) NORTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 NY0703'THE JUNCTION OF STATE HIGHWAY 422 IN CHILOQUIN, 0.1 KM (0.05 MI)
 NY0703'NORTH OF A SILVER 4 BY 4 METAL RAILROAD BUILDING, 15.2 M (49.9 FT)
 NY0703'EAST OF THE CENTER OF A TRACK ROAD, 13.7 M (44.9 FT) WEST OF THE NEAR
 NY0703'RAIL, 2.7 M (8.9 FT) WEST OF A UTILITY POLE WITH A WITNESS SIGN
 NY0703'ATTACHED, 0.5 M (1.6 FT) EAST OF A WITNESS POST, 0.5 M (1.6 FT) BELOW
 NY0703'THE TRACKS, AND IN TOP OF A CONCRETE POST THAT PROJECTS 0.1 M
 NY0703'(0.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC1103 ***********************************************************************
 PC1103  DESIGNATION -  FUJI
 PC1103  PID         -  PC1103
 PC1103  STATE/COUNTY-  OR/LANE
 PC1103  USGS QUAD   -  WALDO LAKE (1997)
 PC1103
 PC1103                         *CURRENT SURVEY CONTROL
 PC1103  ___________________________________________________________________
 PC1103* NAD 83(1991)-  43 39 33.11524(N)    122 06 11.70150(W)     ADJUSTED  
 PC1103* NAVD 88     -      2178.8    (meters)    7148.     (feet)  VERTCON   
 PC1103  ___________________________________________________________________
 PC1103  LAPLACE CORR-           9.58  (seconds)                    DEFLEC99
 PC1103  GEOID HEIGHT-         -21.35  (meters)                     GEOID03
 PC1103  HORZ ORDER  -  THIRD
 PC1103
 PC1103.The horizontal coordinates were established by classical geodetic methods
 PC1103.and adjusted by the National Geodetic Survey in October 1991.
 PC1103
 PC1103.The NAVD 88 height was computed by applying the VERTCON shift value to
 PC1103.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PC1103
 PC1103.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC1103
 PC1103.The geoid height was determined by GEOID03.
 PC1103
 PC1103;                    North         East     Units Scale Factor Converg.
 PC1103;SPC OR S     -   222,576.791 1,370,692.412   MT  0.99993123   -1 05 48.7
 PC1103;SPC OR S     -   730,238.82  4,497,022.35   iFT  0.99993123   -1 05 48.7
 PC1103;UTM  10      - 4,834,412.578   572,306.499   MT  0.99966431   +0 37 08.8
 PC1103
 PC1103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC1103!SPC OR S     -   0.99966180  x   0.99993123  =   0.99959305
 PC1103!UTM  10      -   0.99966180  x   0.99966431  =   0.99932622
 PC1103
 PC1103|---------------------------------------------------------------------|
 PC1103| PID    Reference Object                     Distance      Geod. Az  |
 PC1103|                                                           dddmmss.s |
 PC1103| CS4178 FUJI RM 1                             5.928 METERS 20002     |
 PC1103| CS4180 7132 VA                               4.383 METERS 27507     |
 PC1103| CS4179 FUJI RM 2                             6.898 METERS 32858     |
 PC1103|---------------------------------------------------------------------|
 PC1103
 PC1103                          SUPERSEDED SURVEY CONTROL
 PC1103
 PC1103  NAD 83(1986)-  43 39 33.12240(N)    122 06 11.71534(W) AD(       ) 3
 PC1103  NGVD 29 (04/26/90) 2177.5    (m)         7144.     (f) VERT ANG    3  
 PC1103
 PC1103.Superseded values are not recommended for survey control.
 PC1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC1103.See file dsdata.txt to determine how the superseded data were derived.
 PC1103
 PC1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP7230634413(NAD 83)
 PC1103_MARKER: DS = TRIANGULATION STATION DISK
 PC1103_SETTING: 80 = SET IN A BOULDER
 PC1103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC1103+STABILITY: SURFACE MOTION
 PC1103
 PC1103  HISTORY     - Date     Condition        Report By
 PC1103  HISTORY     - 1955     MONUMENTED       USGS
 PC1103
 PC1103                          STATION DESCRIPTION
 PC1103
 PC1103'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 PC1103'LOCATED ABOUT 18.5 MI ESE. OF OAKRIDGE, 12.5 MI NW. OF TOWN OF
 PC1103'CRESCENT LAKE, 3.5 MI WNW. OF GOLD LAKE GUARD STATION, 24 FT. E.
 PC1103'OF FUJI MT. LOH, 2 FT. LOWER THAN HIGHEST PART OF TOP.  ON FUJI
 PC1103'MT.
 PC1103'
 PC1103'TO REACH FROM BRIDGE ACROSS SALMON CREEK ON STATE HWY. 58 AT EAST
 PC1103'END OF OAKRIDGE, DRIVE 25.9 MI E. ON STATE HWY. 58 TO DIRT RD.
 PC1103'LEFT AND SIGN GOLD LAKE 2 MILES.  TAKE LEFT TURN 2 MI TO GOLD
 PC1103'LAKE GUARD STATION AND END OF RD.  TAKE GOLD LAKE TRAIL NE. ABOUT
 PC1103'0.4 MI TO TRAIL FORKS AND SIGN ISLAND LAKE WAY TRAIL.  TAKE LEFT
 PC1103'FORK 3 MI TO TRAIL FORKS AND SIGN WALDO LAKE TRAIL.  TAKE RIGHT
 PC1103'FORK ABOUT 0.2 MI TO TRAIL FORKS AND SIGN FUJI MT. LO 1/2 MILE.
 PC1103'TAKE LEFT FORK TO LOH AND STATION.
 PC1103'
 PC1103'STATION MARK--STANDARD TABLET STAMPED---FUJI 1955---, CEMENTED IN
 PC1103'TOP OF LARGE BOULDER FLUSH WITH GROUND.
 PC1103'
 PC1103'RM 1--STANDARD RM TABLET STAMPED---FUJI NO 1 1955---, CEMENTED IN
 PC1103'TOP OF LARGE BOULDER.
 PC1103'
 PC1103'RM 2--STANDARD RM TABLET STAMPED---FUJI NO 2 1955---, CEMENTED IN
 PC1103'TOP OF ROCK OUTCROP FLUSH WITH GROUND.
 PC1103'
 PC1103'RM--STANDARD BM TABLET STAMPED---V A 7132---, CEMENTED IN TOP OF
 PC1103'LARGE BOULDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2450 ***********************************************************************
 QE2450  DESIGNATION -  FULL
 QE2450  PID         -  QE2450
 QE2450  STATE/COUNTY-  OR/LINCOLN
 QE2450  USGS QUAD   -  NEWPORT NORTH (1984)
 QE2450
 QE2450                         *CURRENT SURVEY CONTROL
 QE2450  ___________________________________________________________________
 QE2450* NAD 83(1991)-  44 37 45.26851(N)    124 01 16.70688(W)     ADJUSTED  
 QE2450* NAVD 88     -              **(meters)            **(feet)            
 QE2450  ___________________________________________________________________
 QE2450  LAPLACE CORR-          16.23  (seconds)                    DEFLEC99
 QE2450  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 QE2450  HORZ ORDER  -  THIRD
 QE2450
 QE2450.The horizontal coordinates were established by classical geodetic methods
 QE2450.and adjusted by the National Geodetic Survey in October 1991.
 QE2450
 QE2450
 QE2450.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2450
 QE2450.The geoid height was determined by GEOID03.
 QE2450
 QE2450;                    North         East     Units Scale Factor Converg.
 QE2450;SPC OR N     -   113,051.550 2,220,676.935   MT  0.99993862   -2 29 50.1
 QE2450;SPC OR N     -   370,904.04  7,285,685.48   iFT  0.99993862   -2 29 50.1
 QE2450;UTM  10      - 4,942,272.409   418,987.858   MT  0.99968071   -0 43 03.1
 QE2450
 QE2450                          SUPERSEDED SURVEY CONTROL
 QE2450
 QE2450  NAD 83(1986)-  44 37 45.30218(N)    124 01 16.75628(W) AD(       ) 4
 QE2450  NAD 27      -  44 37 45.88100(N)    124 01 12.35700(W) AD(       ) 3
 QE2450
 QE2450.Superseded values are not recommended for survey control.
 QE2450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2450.See file dsdata.txt to determine how the superseded data were derived.
 QE2450
 QE2450_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ1898842272(NAD 83)
 QE2450
 QE2450  HISTORY     - Date     Condition        Report By
 QE2450  HISTORY     - 1914     MONUMENTED       CGS
 QE2450  HISTORY     - 1953     SEE DESCRIPTION  CGS
 QE2450
 QE2450                          STATION DESCRIPTION
 QE2450
 QE2450'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (FAR)
 QE2450'THE STATION WAS NOT DESCRIBED.  IT IS RECOMMENDED THAT THE POSITION
 QE2450'BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2643 ***********************************************************************
 RC2643  DESIGNATION -  FULTON
 RC2643  PID         -  RC2643
 RC2643  STATE/COUNTY-  OR/SHERMAN
 RC2643  USGS QUAD   -  WISHRAM (1994)
 RC2643
 RC2643                         *CURRENT SURVEY CONTROL
 RC2643  ___________________________________________________________________
 RC2643* NAD 83(1991)-  45 38 01.68977(N)    120 53 29.07687(W)     ADJUSTED  
 RC2643* NAVD 88     -       329.     (meters)    1079.     (feet)  SCALED    
 RC2643  ___________________________________________________________________
 RC2643  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 RC2643  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 RC2643  HORZ ORDER  -  SECOND
 RC2643
 RC2643.The horizontal coordinates were established by classical geodetic methods
 RC2643.and adjusted by the National Geodetic Survey in October 1991.
 RC2643
 RC2643.The orthometric height was scaled from a topographic map.
 RC2643
 RC2643.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2643
 RC2643.The geoid height was determined by GEOID03.
 RC2643
 RC2643;                    North         East     Units Scale Factor Converg.
 RC2643;SPC OR N     -   218,668.261 2,469,483.008   MT  0.99992750   -0 16 39.3
 RC2643;SPC OR N     -   717,415.55  8,101,978.37   iFT  0.99992750   -0 16 39.3
 RC2643;SPC WA S     -    33,473.559   469,479.239   MT  1.00005119   -0 17 03.5
 RC2643;SPC WA S     -   109,821.17  1,540,283.14   sFT  1.00005119   -0 17 03.5
 RC2643;UTM  10      - 5,055,524.153   664,345.958   MT  0.99993208   +1 30 27.8
 RC2643
 RC2643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2643!SPC OR N     -   0.99995178  x   0.99992750  =   0.99987928
 RC2643!SPC WA S     -   0.99995178  x   1.00005119  =   1.00000297
 RC2643!UTM  10      -   0.99995178  x   0.99993208  =   0.99988386
 RC2643
 RC2643|---------------------------------------------------------------------|
 RC2643| PID    Reference Object                     Distance      Geod. Az  |
 RC2643|                                                           dddmmss.s |
 RC2643| CF5303 FULTON RM 1                          11.910 METERS 11956     |
 RC2643| CF5304 FULTON RM 2                          10.584 METERS 20741     |
 RC2643| RC2641 SOUTH 2                             APPROX. 3.1 KM 2860733.1 |
 RC2643|---------------------------------------------------------------------|
 RC2643
 RC2643                          SUPERSEDED SURVEY CONTROL
 RC2643
 RC2643  NAD 83(1986)-  45 38 01.70190(N)    120 53 29.07096(W) AD(       ) 2
 RC2643  NAD 27      -  45 38 02.25600(N)    120 53 24.84100(W) AD(       ) 2
 RC2643
 RC2643.Superseded values are not recommended for survey control.
 RC2643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2643.See file dsdata.txt to determine how the superseded data were derived.
 RC2643
 RC2643_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR6434655524(NAD 83)
 RC2643_MARKER: DD = SURVEY DISK
 RC2643_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RC2643_STAMPING: FULTON 1942
 RC2643_MARK LOGO: USGS  
 RC2643_PROJECTION: FLUSH
 RC2643_MAGNETIC: N = NO MAGNETIC MATERIAL
 RC2643_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RC2643_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RC2643+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1992
 RC2643
 RC2643  HISTORY     - Date     Condition        Report By
 RC2643  HISTORY     - 1942     MONUMENTED       USE
 RC2643  HISTORY     - 1959     SEE DESCRIPTION  CGS
 RC2643  HISTORY     - 19920630 GOOD             MGSINC
 RC2643
 RC2643                          STATION DESCRIPTION
 RC2643
 RC2643'DESCRIBED BY US ENGINEERS 1942 (ANS)
 RC2643'STATION IS ABOUT 1/2 MILE S OF MILLER ON TOP OF A SMALL, GRASSY
 RC2643'KNOLL AT THE N END OF A PROMONTORY THAT OVERLOOKS THE COLUMBIA
 RC2643'RIVER TO THE N AND LIES ABOUT HALFWAY BETWEEN THE DESCHUTES RIVER
 RC2643'CANYON TO THE W AND FULTON CANYON TO THE E.
 RC2643'
 RC2643'STATION MARK IS A STANDARD U.S.E. CONTROL STATION DISK SET IN THE
 RC2643'TOP OF A 4-INCH IRON PIPE PROJECTING ABOUT 2 INCHES ABOVE THE
 RC2643'SURFACE.  IT IS 1.3 METERS E OF A WHITE REFERENCE POST PROJECTING
 RC2643'ABOUT 18 INCHES AND ABOUT 50 YARDS SE OF A SMALL TERRACE ABOUT
 RC2643'25 FEET LOWER IN ELEVATION.  IT IS STAMPED FULTON 1942.
 RC2643'
 RC2643'REFERENCE MARK NO.1 IS A STANDARD U.S.E. REFERENCE DISK SET IN
 RC2643'THE TOP OF A 4-INCH IRON PIPE PROJECTING ABOUT 2 INCHES AND IS
 RC2643'ABOUT 2 FEET LOWER IN ELEVATION THAN THE STATION MARK.  IT IS
 RC2643'STAMPED FULTON R.M. NO.1 1942.
 RC2643'
 RC2643'REFERENCE MARK NO.2 IS A STANDARD U.S.E. REFERENCE DISK SET IN
 RC2643'THE TOP OF A 4-INCH IRON PIPE PROJECTING ABOUT 2 INCHES AND IS
 RC2643'ABOUT 1-1/2 FEET LOWER IN ELEVATION THAN THE STATION MARK.  IT IS
 RC2643'STAMPED FULTON R.M. NO.2 1942.
 RC2643'
 RC2643'TO REACH STATION FROM MILLER GO 0.7 MILE E ON U.S. HIGHWAY 30
 RC2643'TO SIDE ROAD UP FULTON CANYON AT MILEPOST 108.  TURN RIGHT AND GO
 RC2643'UP CANYON 2.7 MILES TO ROAD FORKS.  TAKE RIGHT FORK.  GO 0.1 MILE
 RC2643'TO GATE ON RIGHT.  PASS THROUGH GATE AND GO NORTHERLY ON TRACK
 RC2643'ROAD 1.1 MILES TO END OF ROAD AT AIR BEACON AND STATION SPENCER
 RC2643'1939.  CONTINUE NNW ACROSS FIELDS 1.5 MILES TO STATION ON LAST
 RC2643'SMALL HILL BEFORE STEEP DROP-OFF TO N.
 RC2643
 RC2643                          STATION RECOVERY (1959)
 RC2643
 RC2643'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LGT)
 RC2643'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN GOOD
 RC2643'CONDITION.  THE DISTANCES AND DIRECTIONS TO REFERENCE MARKS WERE
 RC2643'NOT MEASURED.
 RC2643
 RC2643                          STATION RECOVERY (1992)
 RC2643
 RC2643'RECOVERY NOTE BY MINISTER AND GLAESER 1992 (DRP)
 RC2643'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2624 ***********************************************************************
 RD2624  DESIGNATION -  FULTON 2
 RD2624  PID         -  RD2624
 RD2624  STATE/COUNTY-  OR/MULTNOMAH
 RD2624  USGS QUAD   -  LAKE OSWEGO (1984)
 RD2624
 RD2624                         *CURRENT SURVEY CONTROL
 RD2624  ___________________________________________________________________
 RD2624* NAD 83(1991)-  45 28 28.74678(N)    122 40 06.75221(W)     ADJUSTED  
 RD2624* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 RD2624  ___________________________________________________________________
 RD2624  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 RD2624  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 RD2624  HORZ ORDER  -  SECOND
 RD2624
 RD2624.The horizontal coordinates were established by classical geodetic methods
 RD2624.and adjusted by the National Geodetic Survey in October 1991.
 RD2624
 RD2624.The orthometric height was scaled from a topographic map.
 RD2624
 RD2624.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2624
 RD2624.The geoid height was determined by GEOID03.
 RD2624
 RD2624;                    North         East     Units Scale Factor Converg.
 RD2624;SPC OR N     -   203,182.698 2,330,470.719   MT  0.99990881   -1 32 16.4
 RD2624;SPC OR N     -   666,609.90  7,645,901.31   iFT  0.99990881   -1 32 16.4
 RD2624;UTM  10      - 5,035,733.835   525,907.346   MT  0.99960825   +0 14 10.7
 RD2624
 RD2624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2624!SPC OR N     -   1.00000294  x   0.99990881  =   0.99991175
 RD2624!UTM  10      -   1.00000294  x   0.99960825  =   0.99961119
 RD2624
 RD2624:                Primary Azimuth Mark                     Grid Az
 RD2624:SPC OR N     -  PORTLAND RADIO STA KLIQ MAST             106 59 23.2
 RD2624:UTM  10      -  PORTLAND RADIO STA KLIQ MAST             105 12 56.1
 RD2624
 RD2624|---------------------------------------------------------------------|
 RD2624| PID    Reference Object                     Distance      Geod. Az  |
 RD2624|                                                           dddmmss.s |
 RD2624| RD2606 PORTLAND RADIO STA KLIQ MAST        APPROX. 0.6 KM 1052706.8 |
 RD2624| RD2576 PORTLAND SELLWOOD PARK TANK         APPROX. 0.9 KM 1401342.9 |
 RD2624| RD2633 SELLWOOD WEST                       APPROX. 1.2 KM 1684451.6 |
 RD2624| CE2561 FULTON 2 RM 5                        46.808 METERS 21903     |
 RD2624| RD2635 PORTLAND TV STA KPTV MAST           APPROX. 2.7 KM 3065419.3 |
 RD2624| RD2636 PORTLAND RAD STA KQFM MAST          APPROX. 2.8 KM 3075042.4 |
 RD2624| RD2634 FULTON RM 3                          83.247 METERS 35154     |
 RD2624|---------------------------------------------------------------------|
 RD2624
 RD2624                          SUPERSEDED SURVEY CONTROL
 RD2624
 RD2624  NAD 83(1986)-  45 28 28.76581(N)    122 40 06.75806(W) AD(       ) 2
 RD2624  NAD 27      -  45 28 29.33857(N)    122 40 02.41536(W) AD(       ) 2
 RD2624
 RD2624.Superseded values are not recommended for survey control.
 RD2624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2624.See file dsdata.txt to determine how the superseded data were derived.
 RD2624
 RD2624_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER2590735734(NAD 83)
 RD2624_MARKER: DS = TRIANGULATION STATION DISK
 RD2624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD2624
 RD2624  HISTORY     - Date     Condition        Report By
 RD2624  HISTORY     - 1970     MONUMENTED       NGS
 RD2624  HISTORY     - 19940628 GOOD             USPSQD
 RD2624  HISTORY     - 20020901 MARK NOT FOUND   USPSQD
 RD2624
 RD2624                          STATION DESCRIPTION
 RD2624
 RD2624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 RD2624'THE STATION IS IN SOUTHWEST PORTLAND, ON THE WEST BANK OF THE
 RD2624'WILLAMETTE RIVER IN WILLAMETTE PARK.
 RD2624'
 RD2624'TO REACH THE STATION FROM THE WEST END OF THE SELLWOOD BRIDGE, GO
 RD2624'NORTH ON STATE HIGHWAY 43 FOR 0.6 MILE TO SW NEVADA STREET, TURN
 RD2624'RIGHT, AND GO EAST, CROSSING THE RAILROAD TRACKS TO THE ENTRANCE TO
 RD2624'THE PARK, THEN GO EAST, AND NORTHEAST IN THE PARK FOR A TOTAL
 RD2624'DISTANCE OF 0.4 MILE FROM THE HIGHWAY TO THE STATION ON THE
 RD2624'RIGHT.
 RD2624'
 RD2624'THE STATION MARK, STAMPED FULTON 2 1970, IS A STANDARD DISK SET IN
 RD2624'A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES, 280 FEET
 RD2624'SOUTH OF THE BOAT RAMP, 71 FEET EAST OF THE ROAD THRU THE PARK, 8
 RD2624'FEET WEST OF THE RIVER BANK, AND 2 FEET NORTH OF A METAL WITNESS
 RD2624'POST.
 RD2624'
 RD2624'REFERENCE MARK NO. 3, STAMPED FULTON NO 3 1938 1962, IS A STANDARD
 RD2624'DISK SET IN CONCRETE IN A 4-INCH IRON PIPE THAT PROJECTS 3 FEET,
 RD2624'275 FEET NORTH-NORTHWEST OF THE WITNESS POST, 60 FEET SOUTH OF THE
 RD2624'CENTER OF THE BOAT RAMP, 36 FEET EAST OF A ROAD INTERSECTION, AND
 RD2624'30 FEET WEST OF THE RIVER BANK.  ANOTHER PIPE THAT PROJECTS 6
 RD2624'FEET HAS BEEN WELDED ONTO THE PIPE THAT CONTAINS THE REFERENCE
 RD2624'MARK.
 RD2624'
 RD2624'REFERENCE MARK NO. 5, STAMPED FULTON 2 NO 5 1970, IS A STANDARD
 RD2624'DISK CEMENTED IN A DRILL HOLE IN A 2-FOOT SQUARE CONCRETE SLAB THAT
 RD2624'IS FLUSH, 150 FEET SOUTHWEST OF THE WITNESS POST, 60 FEET WEST OF
 RD2624'THE RIVER BANK, AND 35 FEET EAST OF THE ROAD THRU THE PARK.
 RD2624'
 RD2624'TRIANGULATION STATION SELLWOOD WEST 1962, MAY BE USED FOR THE
 RD2624'AZIMUTH MARK.  SEE DESCRIPTION THEREOF.
 RD2624'
 RD2624'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 RD2624
 RD2624                          STATION RECOVERY (1994)
 RD2624
 RD2624'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD2624'RECOVERED IN GOOD CONDITION.
 RD2624
 RD2624                          STATION RECOVERY (2002)
 RD2624
 RD2624'RECOVERY NOTE BY US POWER SQUADRON 2002 (RC)
 RD2624'BRONZE DISK IS MISSING FROM CONCRETE MONUMENT. THE STATED NEARBY METAL
 RD2624'WITNESS POST WAS NOT FOUND.
 RD2624'THE REFERENCED ROAD THROUGH THE PARK HAS BEEN RELOCATED FURTHER WEST.
 RD2624' 
 RD2624' 
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2590 ***********************************************************************
 RD2590  DESIGNATION -  FULTON RESET
 RD2590  PID         -  RD2590
 RD2590  STATE/COUNTY-  OR/MULTNOMAH
 RD2590  USGS QUAD   -  LAKE OSWEGO (1984)
 RD2590
 RD2590                         *CURRENT SURVEY CONTROL
 RD2590  ___________________________________________________________________
 RD2590* NAD 83(1991)-  45 28 31.28452(N)    122 40 07.44545(W)     ADJUSTED  
 RD2590* NAVD 88     -         8.2    (meters)      27.     (feet)  VERTCON   
 RD2590  ___________________________________________________________________
 RD2590  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 RD2590  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 RD2590  HORZ ORDER  -  SECOND
 RD2590
 RD2590.The horizontal coordinates were established by classical geodetic methods
 RD2590.and adjusted by the National Geodetic Survey in October 1991.
 RD2590
 RD2590.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD2590.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD2590
 RD2590.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2590
 RD2590.The geoid height was determined by GEOID03.
 RD2590
 RD2590;                    North         East     Units Scale Factor Converg.
 RD2590;SPC OR N     -   203,261.413 2,330,457.771   MT  0.99990888   -1 32 16.9
 RD2590;SPC OR N     -   666,868.15  7,645,858.83   iFT  0.99990888   -1 32 16.9
 RD2590;UTM  10      - 5,035,812.088   525,891.972   MT  0.99960824   +0 14 10.2
 RD2590
 RD2590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2590!SPC OR N     -   1.00000230  x   0.99990888  =   0.99991118
 RD2590!UTM  10      -   1.00000230  x   0.99960824  =   0.99961054
 RD2590
 RD2590|---------------------------------------------------------------------|
 RD2590| PID    Reference Object                     Distance      Geod. Az  |
 RD2590|                                                           dddmmss.s |
 RD2590| RD2634 FULTON RM 3                           5.253 METERS 03914     |
 RD2590| RD2600 PORTLAND ORE YACHT CLUB CUP FS      489.850 METERS 1035739.8 |
 RD2590| RD2571 PORTLAND OAKS PK OFFSH DOLPH        408.064 METERS 1072157.8 |
 RD2590| RD2606 PORTLAND RADIO STA KLIQ MAST        APPROX. 0.6 KM 1114811.7 |
 RD2590| RD2576 PORTLAND SELLWOOD PARK TANK         APPROX. 0.9 KM 1423439.1 |
 RD2590| RD2573 PORTLAND EAST SIDE MILL CO STK      APPROX. 1.1 KM 1585109.2 |
 RD2590| RD2563 PORTLAND SELLWOOD BRIDG LTPOLE      APPROX. 1.2 KM 1684624.0 |
 RD2590| RD2633 SELLWOOD WEST                       APPROX. 1.2 KM 1684617.2 |
 RD2590| CE2560 FULTON RM 4                          55.254 METERS 17232     |
 RD2590| CE2558 FULTON RM 1                          13.553 METERS 23925     |
 RD2590| RD2635 PORTLAND TV STA KPTV MAST           APPROX. 2.6 KM 3054400.1 |
 RD2590| RD2637 PORTLAND RAD STA KOAP FM MAST       APPROX. 2.7 KM 3064041.0 |
 RD2590| RD2602 PORTLAND SHIPYARD BLACK STACK       214.476 METERS 31444     |
 RD2590| CE2559 FULTON RM 2                          16.598 METERS 33037     |
 RD2590| RD2537 PORTLAND VETERANS HOSP TANK         APPROX. 2.7 KM 3334004.4 |
 RD2590| RD2607 PORTLAND BURNER VERTICAL SIDES      APPROX. 0.5 KM 3351851.3 |
 RD2590| RD2548 PORTLAND MULTNOMAH LUMBR S STK      APPROX. 1.9 KM 3563328.3 |
 RD2590| RD2549 PORTLAND MULTNOMAH LUMBR N STK      APPROX. 1.9 KM 3564315.5 |
 RD2590|---------------------------------------------------------------------|
 RD2590
 RD2590                          SUPERSEDED SURVEY CONTROL
 RD2590
 RD2590  NAD 83(1986)-  45 28 31.30352(N)    122 40 07.45133(W) AD(       ) 2
 RD2590  NAD 27      -  45 28 31.87627(N)    122 40 03.10839(W) AD(       ) 2
 RD2590  NGVD 29 (07/19/86)    7.1    (m)           23.     (f) VERT ANG    3  
 RD2590
 RD2590.Superseded values are not recommended for survey control.
 RD2590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2590.See file dsdata.txt to determine how the superseded data were derived.
 RD2590
 RD2590_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER2589235812(NAD 83)
 RD2590_MARKER: Z = SEE DESCRIPTION
 RD2590_SETTING: 0 = UNSPECIFIED SETTING
 RD2590
 RD2590  HISTORY     - Date     Condition        Report By
 RD2590  HISTORY     - 1938     MONUMENTED       CGS
 RD2590  HISTORY     - 1945     SEE DESCRIPTION  CGS
 RD2590  HISTORY     - 1958     SEE DESCRIPTION  CGS
 RD2590  HISTORY     - 1961     SEE DESCRIPTION  CGS
 RD2590  HISTORY     - 1962     SEE DESCRIPTION  CGS
 RD2590  HISTORY     - 1970     SEE DESCRIPTION  NGS
 RD2590  HISTORY     - 19940628 MARK NOT FOUND   USPSQD
 RD2590
 RD2590                          STATION DESCRIPTION
 RD2590
 RD2590'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (WMS)
 RD2590'STATION IS ON THE W BANK OF THE WILLAMETTE RIVER, ABOVE ROSS ISLAND,
 RD2590'ON A LOW POINT OPPOSITE THE OAKS AMUSEMENT PARK.  STATION IS ABOUT
 RD2590'20 METERS FROM THE EDGE OF THE BANK ON THE HIGHEST PART OF THE
 RD2590'POINT IN A CLEAR SPACE JUST S OF SOME LARGE COTTONWOODS.
 RD2590'
 RD2590'SURFACE MARK IS A STANDARD DISK SET IN CONCRETE IN A 4-FOOT LENGTH
 RD2590'OF 4-INCH CAST-IRON SOIL PIPE EXTENDING 6 INCHES ABOVE THE SURFACE.
 RD2590'
 RD2590'UNDERGROUND MARK IS A STANDARD DISK SET IN CONCRETE IN A 1-FOOT
 RD2590'LENGTH OF 4-INCH CAST-IRON SOIL PIPE 4 FEET BELOW THE SURFACE OF THE
 RD2590'GROUND.
 RD2590'
 RD2590'REFERENCE MARKS ARE STANDARD DISKS WITH ARROWS POINTING TOWARD
 RD2590'STATION, SET IN CONCRETE IN A 2 1/2-FOOT LENGTH OF 4-INCH CAST-IRON
 RD2590'SOIL PIPE EXTENDING 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 RD2590'
 RD2590'ALL DISKS STAMPED FULTON 1938.
 RD2590'
 RD2590'REACHED BY DRIVING S ON SW MACADAM AVENUE TO SW NEVADA STREET, TURN
 RD2590'E ACROSS THE RAILROAD TRACKS AND DRIVE AMONG JUNK PILES AND BRUSH
 RD2590'THICKET, THENCE BY FOOT NE ACROSS LOW GROUND TO THE STATION.
 RD2590
 RD2590                          STATION RECOVERY (1945)
 RD2590
 RD2590'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (RAE)
 RD2590'THE STATION WAS RECOVERED AS DESCRIBED BY W.M.S. IN 1938, EXCEPT FOR
 RD2590'THE FOLLOWING DISCREPANCY.
 RD2590'
 RD2590'INSTEAD OF ABOUT 20 METERS FROM THE EDGE OF THE BANK, IT SHOULD BE
 RD2590'ABOUT 10 METERS FROM THE EDGE OF THE BANK.
 RD2590'
 RD2590'NOTE--THE STATION AND REFERENCE MARKS 1 AND 2 HAVE BEEN DESTROYED
 RD2590'SINCE THE STATION WAS RECOVERED.  THE STATION AND THE MARKS WERE
 RD2590'DESTROYED IN 1946 DURING BULLDOZING OPERATIONS IN THE VICINITY.
 RD2590
 RD2590                          STATION RECOVERY (1958)
 RD2590
 RD2590'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (ANS)
 RD2590'STATION PROBABLY DESTROYED.  STATION AND 2 REFERENCE MARKS WERE
 RD2590'STANDARD DISKS IN TOP OF SOIL PIPES IN WILLAMETTE PARK ON WEST SIDE
 RD2590'OF WILLAMETTE RIVER, ABOUT 0.75 MI. N OF SELLWOOD BRIDGE, ON
 RD2590'HIGHEST PART OF LOW POINT, 10 METERS FROM RIVER BANK, IN CLEAR AREA
 RD2590'JUST SOUTH OF LARGE COTTONWOODS.
 RD2590'
 RD2590'PARK BUREAU STATED STATION IN EXISTENCE BUT BURIED.  ESTABLISHED
 RD2590'TEMPORARY POSITION BY ANGLE OBSERVATIONS, DETERMINED STATION
 RD2590'LOCATION AND DUG EXTENSIVELY WITHOUT FINDING IT.  LOCATION POINTED
 RD2590'OUT BY PARK BUREAU, WHO REPORTED SOIL PIPE IN POSITION BUT TOP
 RD2590'KNOCKED OFF, WAS THAT OF R.M. NO. 1.  THIS MARK ALSO DUG FOR BUT
 RD2590'NOT FOUND.  R.M. NO. 2 WOULD BE BURIED UNDER ROAD, AND WAS NOT
 RD2590'SEARCHED FOR.
 RD2590
 RD2590                          STATION RECOVERY (1961)
 RD2590
 RD2590'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (FN)
 RD2590'PREVIOUSLY REPORTED TO HAVE BEEN DESTROYED.  IN JANUARY 1961 THE
 RD2590'CITY OF PORTLAND RECOVERED THE 4-INCH CAST-IRON SOIL PIPE FROM
 RD2590'DISTANCE REFERENCE POINTS THAT THEY HAD ESTABLISHED SOON AFTER THE
 RD2590'STATION WAS FIRST ESTABLISHED.  THE TOP PART OF THE PIPE HAD BEEN
 RD2590'BROKEN OFF BUT THE REST OF THE PIPE WAS SOLID.  A 5-FOOT JOINT OF
 RD2590'SOIL PIPE WAS CEMENTED OVER THE ORIGINAL PIPE, THEN DIRT WAS
 RD2590'FILLED AROUND IT.  A STATION MARK DISK WAS CEMENTED IN THE TOP OF
 RD2590'THE PIPE.  IT IS STAMPED FULTON 1938 1961.
 RD2590'
 RD2590'REACHED FROM THE INTERSECTION OF SW MACADAM AVENUE AND SW NEVADA
 RD2590'STREET, CROSS THE RAIL ROAD TRACKS AND FOLLOW THE GRADED ROAD EAST
 RD2590'AND SOUTH TO THE NORTHEAST PART OF WILLAMETTE PARK, STATION MARK IS
 RD2590'JUST SOUTHWEST OF A PUBLIC BOAT RAMP.
 RD2590
 RD2590                          STATION RECOVERY (1962)
 RD2590
 RD2590'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (NES)
 RD2590'THE STATION WAS RECOVERED, AND THE STATION MARK WAS FOUND IN GOOD
 RD2590'CONDITION.  REFERENCE MARKS NOS. 3 AND 4 WERE ESTABLISHED AT THIS
 RD2590'STATION.  A NEW DESCRIPTION FOLLOWS.
 RD2590'
 RD2590'THE STATION IS LOCATED IN WILLAMETTE PARK ON THE WEST SIDE OF THE
 RD2590'WILLAMETTE RIVER, 0.8 MILE NORTH OF THE SELLWOOD BRIDGE.
 RD2590'
 RD2590'TO REACH THE STATION FROM THE WEST END OF THE SELLWOOD BRIDGE, GO
 RD2590'NORTH ON SW MACADAM AVENUE FOR 0.9 MILE TO SW NEBRASKA STREET.  TURN
 RD2590'RIGHT AND GO 0.05 MILE TO RAILROAD TRACKS.  CROSS TRACKS AND
 RD2590'CONTINUE FOR 0.2 MILE TO A SMALL KNOLL ON THE LEFT AND THE
 RD2590'STATION.
 RD2590'
 RD2590'THE STATION MARK IS A STANDARD DISK STAMPED FULTON 1938 1961, SET
 RD2590'IN THE TOP OF A 4-INCH CAST-IRON PIPE FILLED WITH CONCRETE THAT
 RD2590'PROJECTS 3 INCHES.  IT IS 35 FEET EAST OF THE CENTER OF A GRAVELED
 RD2590'ROAD, 24 FEET WEST OF A CUT BANK, AND 3.3 FEET WEST OF THE WITNESS
 RD2590'POST.
 RD2590'
 RD2590'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED FULTON NO 3 1938
 RD2590'1962, SET IN THE TOP OF A 4-INCH CAST-IRON PIPE FILLED WITH CONCRETE
 RD2590'THAT PROJECTS 3.8 FEET.  IT IS 45 FEET EAST OF THE CENTER OF A
 RD2590'GRAVELED ROAD, 14 FEET EAST OF THE WITNESS POST, AND 7 FEET WEST
 RD2590'OF A CUT BANK.
 RD2590'
 RD2590'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED FULTON NO 4 1938
 RD2590'1962, SET IN THE TOP OF A 4-INCH CAST-IRON PIPE FILLED WITH CONCRETE
 RD2590'THAT PROJECTS 2.6 FEET.  IT IS 182 FEET SOUTH OF THE WITNESS POST,
 RD2590'21 FEET EAST OF THE CENTER OF A GRAVELED ROAD, AND 7 FEET WEST OF
 RD2590'THE RIVER BANK.
 RD2590'
 RD2590'STATION SELLWOOD WEST MAY BE USED AS AN AZIMUTH FOR THIS
 RD2590'STATION.  SEE DESCRIPTION THEREOF.
 RD2590
 RD2590                          STATION RECOVERY (1970)
 RD2590
 RD2590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 RD2590'THE STATION HAS BEEN DESTROYED.  SEE DESCRIPTION FOR TRIANGULATION
 RD2590'STATION FULTON 2.
 RD2590'
 RD2590'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RD2590'AT PORTLAND.
 RD2590
 RD2590                          STATION RECOVERY (1994)
 RD2590
 RD2590'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD2590'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2634 ***********************************************************************
 RD2634  DESIGNATION -  FULTON RM 3
 RD2634  PID         -  RD2634
 RD2634  STATE/COUNTY-  OR/MULTNOMAH
 RD2634  USGS QUAD   -  LAKE OSWEGO (1984)
 RD2634
 RD2634                         *CURRENT SURVEY CONTROL
 RD2634  ___________________________________________________________________
 RD2634* NAD 83(1991)-  45 28 31.41632(N)    122 40 07.29246(W)     ADJUSTED  
 RD2634* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 RD2634  ___________________________________________________________________
 RD2634  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 RD2634  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 RD2634  HORZ ORDER  -  SECOND
 RD2634
 RD2634.The horizontal coordinates were established by classical geodetic methods
 RD2634.and adjusted by the National Geodetic Survey in October 1991.
 RD2634
 RD2634.The orthometric height was scaled from a topographic map.
 RD2634
 RD2634.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2634
 RD2634.The geoid height was determined by GEOID03.
 RD2634
 RD2634;                    North         East     Units Scale Factor Converg.
 RD2634;SPC OR N     -   203,265.391 2,330,461.202   MT  0.99990888   -1 32 16.8
 RD2634;SPC OR N     -   666,881.20  7,645,870.09   iFT  0.99990888   -1 32 16.8
 RD2634;UTM  10      - 5,035,816.169   525,895.277   MT  0.99960824   +0 14 10.3
 RD2634
 RD2634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2634!SPC OR N     -   1.00000231  x   0.99990888  =   0.99991119
 RD2634!UTM  10      -   1.00000231  x   0.99960824  =   0.99961055
 RD2634
 RD2634                          SUPERSEDED SURVEY CONTROL
 RD2634
 RD2634  NAD 83(1986)-  45 28 31.43535(N)    122 40 07.29829(W) AD(       ) 2
 RD2634  NAD 27      -  45 28 32.00798(N)    122 40 02.95551(W) AD(       ) 2
 RD2634
 RD2634.Superseded values are not recommended for survey control.
 RD2634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2634.See file dsdata.txt to determine how the superseded data were derived.
 RD2634
 RD2634_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER2589535816(NAD 83)
 RD2634_MARKER: W = UNMONUMENTED
 RD2634
 RD2634  HISTORY     - Date     Condition        Report By
 RD2634  HISTORY     - 1962     MONUMENTED       CGS
 RD2634  HISTORY     - 1987     GOOD             USPSQD
 RD2634  HISTORY     - 20020927 GOOD             USPSQD
 RD2634  HISTORY     - 20060326 GOOD             USPSQD
 RD2634
 RD2634                          STATION DESCRIPTION
 RD2634
 RD2634'DESCRIBED BY US POWER SQUADRON 1987 (KRN)
 RD2634'RECOVERED IN GOOD CONDITION.
 RD2634
 RD2634                          STATION RECOVERY (2002)
 RD2634
 RD2634'RECOVERY NOTE BY US POWER SQUADRON 2002 (RC)
 RD2634'AKA RD2624 REF MARK NO 3, STAMPED FULTON NO 3,  WAS RECOVERED IN GOOD
 RD2634'CONDITION.
 RD2634'(REFERENCE LIST OF RD2624 LISTS FULTON RM 3 AS RD2634, ALTHOUGH NO
 RD2634'RD2634 NGS DATA SHEET WAS AVAILABLE.)
 RD2634'REF. MARK NO. 5, STAMPED FULTON 2 NO. 5, WAS NOT FOUND.
 RD2634' 
 RD2634
 RD2634                          STATION RECOVERY (2006)
 RD2634
 RD2634'RECOVERY NOTE BY US POWER SQUADRON 2006 (REC)
 RD2634'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0714 ***********************************************************************
 PB0714  DESIGNATION -  FUNNY
 PB0714  PID         -  PB0714
 PB0714  STATE/COUNTY-  OR/LAKE
 PB0714  USGS QUAD   -  OATMAN FLAT (1968)
 PB0714
 PB0714                         *CURRENT SURVEY CONTROL
 PB0714  ___________________________________________________________________
 PB0714* NAD 83(1991)-  43 14 55.68662(N)    121 09 02.06377(W)     ADJUSTED  
 PB0714* NAVD 88     -      1461.2    (meters)    4794.     (feet)  VERTCON   
 PB0714  ___________________________________________________________________
 PB0714  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 PB0714  GEOID HEIGHT-         -20.83  (meters)                     GEOID03
 PB0714  HORZ ORDER  -  THIRD
 PB0714
 PB0714.The horizontal coordinates were established by classical geodetic methods
 PB0714.and adjusted by the National Geodetic Survey in October 1991.
 PB0714
 PB0714.The NAVD 88 height was computed by applying the VERTCON shift value to
 PB0714.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PB0714
 PB0714.The Laplace correction was computed from DEFLEC99 derived deflections.
 PB0714
 PB0714.The geoid height was determined by GEOID03.
 PB0714
 PB0714;                    North         East     Units Scale Factor Converg.
 PB0714;SPC OR S     -   175,952.627 1,447,172.217   MT  0.99989558   -0 26 42.3
 PB0714;SPC OR S     -   577,272.40  4,747,940.34   iFT  0.99989558   -0 26 42.3
 PB0714;UTM  10      - 4,790,104.938   650,135.711   MT  0.99987728   +1 16 02.7
 PB0714
 PB0714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PB0714!SPC OR S     -   0.99977417  x   0.99989558  =   0.99966977
 PB0714!UTM  10      -   0.99977417  x   0.99987728  =   0.99965148
 PB0714
 PB0714|---------------------------------------------------------------------|
 PB0714| PID    Reference Object                     Distance      Geod. Az  |
 PB0714|                                                           dddmmss.s |
 PB0714| CD6605 FUNNY RM 1                           12.803 METERS 10935     |
 PB0714| CD6606 FUNNY RM 2                           15.098 METERS 18315     |
 PB0714| PB0723 BALD MT LO TOWER                    APPROX.16.9 KM 2794306.9 |
 PB0714|---------------------------------------------------------------------|
 PB0714
 PB0714                          SUPERSEDED SURVEY CONTROL
 PB0714
 PB0714  NAD 83(1986)-  43 14 55.69399(N)    121 09 02.07552(W) AD(       ) 3
 PB0714  NAD 27      -  43 14 56.20118(N)    121 08 58.06685(W) AD(       ) 3
 PB0714  NGVD 29 (07/19/86) 1460.0    (m)         4790.     (f) VERT ANG    3  
 PB0714
 PB0714.Superseded values are not recommended for survey control.
 PB0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0714.See file dsdata.txt to determine how the superseded data were derived.
 PB0714
 PB0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFN5013690105(NAD 83)
 PB0714_MARKER: DD = SURVEY DISK
 PB0714_SETTING: 66 = SET IN ROCK OUTCROP
 PB0714_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 PB0714
 PB0714  HISTORY     - Date     Condition        Report By
 PB0714  HISTORY     - 1968     MONUMENTED       USGS
 PB0714
 PB0714                          STATION DESCRIPTION
 PB0714
 PB0714'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 PB0714'LOCATED ABOUT 10.5 MI ESE. OF BALD MTN. LOT.  ABOUT 9.5 MI NW. OF
 PB0714'SILVER LAKE.  ABOUT 9.5 MI SW. OF FORT ROCK.  ABOUT 0.5 MI E. OF
 PB0714'STATE HWY. 31, ON EDGE OF ROCK RIM.
 PB0714'
 PB0714'TO REACH FROM SCHOOL IN SILVER LAKE, DRIVE N. AND W. ON STATE
 PB0714'HWY. 31 FOR 10.3 MI TO FIRST OF TWO CATTLEGUARDS.  TURN RIGHT
 PB0714'(E.) OFF HWY. AND FOLLOW FAINT TRACK RD. UP OVER ROCK RIM 0.3
 PB0714'MI.  BEND LEFT ALONG DIM TRAIL 0.4 MI TO DIM FORK.  TAKE LEFT
 PB0714'FORK 0.2 MI TO FENCE.  TURN LEFT ALONG FENCE 0.3 MI TO RIM AND
 PB0714'STATION ABOUT 100 FT W. OF FENCE ON EDGE OF RIM.  4-WHEEL DRIVE
 PB0714'VEHICLE NEEDED TO FOLLOW TRAIL TO TOP OF RIM.
 PB0714'
 PB0714'STATION MARK--STANDARD TABLET STAMPED FUNNY 1968, CEMENTED IN
 PB0714'DRILL HOLE IN SOLID ROCK.
 PB0714'
 PB0714'RM NO. 1--STANDARD TABLET STAMPED NO 1 1968, CEMENTED IN DRILL
 PB0714'HOLE, 1 FT ABOVE STATION MARK.
 PB0714'
 PB0714'RM NO. 2--STANDARD TABLET STAMPED NO 2 1968, CEMENTED IN DRILL
 PB0714'HOLE, 0.5 FT ABOVE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0692 ***********************************************************************
 PB0692  DESIGNATION -  FUZZTAIL BUTTE
 PB0692  PID         -  PB0692
 PB0692  STATE/COUNTY-  OR/DESCHUTES
 PB0692  USGS QUAD   -  FUZZTAIL BUTTE (1981)
 PB0692
 PB0692                         *CURRENT SURVEY CONTROL
 PB0692  ___________________________________________________________________
 PB0692* NAD 83(1991)-  43 51 57.87852(N)    121 12 33.38749(W)     ADJUSTED  
 PB0692* NAVD 88     -      1749.     (meters)    5738.     (feet)  SCALED    
 PB0692  ___________________________________________________________________
 PB0692  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 PB0692  GEOID HEIGHT-         -20.42  (meters)                     GEOID03
 PB0692  HORZ ORDER  -  THIRD
 PB0692
 PB0692.The horizontal coordinates were established by classical geodetic methods
 PB0692.and adjusted by the National Geodetic Survey in October 1991.
 PB0692
 PB0692.The orthometric height was scaled from a topographic map.
 PB0692
 PB0692.The Laplace correction was computed from DEFLEC99 derived deflections.
 PB0692
 PB0692.The geoid height was determined by GEOID03.
 PB0692
 PB0692;                    North         East     Units Scale Factor Converg.
 PB0692;SPC OR S     -   244,565.085 1,442,986.468   MT  0.99996872   -0 29 06.9
 PB0692;SPC OR S     -   802,378.89  4,734,207.57   iFT  0.99996872   -0 29 06.9
 PB0692;UTM  10      - 4,858,557.026   643,893.350   MT  0.99985467   +1 14 28.1
 PB0692
 PB0692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PB0692!SPC OR S     -   0.99972897  x   0.99996872  =   0.99969770
 PB0692!UTM  10      -   0.99972897  x   0.99985467  =   0.99958368
 PB0692
 PB0692|---------------------------------------------------------------------|
 PB0692| PID    Reference Object                     Distance      Geod. Az  |
 PB0692|                                                           dddmmss.s |
 PB0692| CS4183 FUZZTAIL BUTTE RM 1                   8.733 METERS 05353     |
 PB0692| PB0691 PINE                                APPROX.22.9 KM 1021152.7 |
 PB0692| CS4182 FUZZTAIL BUTTE RM 2                   7.044 METERS 27917     |
 PB0692|---------------------------------------------------------------------|
 PB0692
 PB0692                          SUPERSEDED SURVEY CONTROL
 PB0692
 PB0692  NAD 83(1986)-  43 51 57.87874(N)    121 12 33.39801(W) AD(       ) 3
 PB0692  NAD 27      -  43 51 58.44600(N)    121 12 29.30500(W) AD(       ) 3
 PB0692
 PB0692.Superseded values are not recommended for survey control.
 PB0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0692.See file dsdata.txt to determine how the superseded data were derived.
 PB0692
 PB0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP4389358557(NAD 83)
 PB0692_MARKER: DD = SURVEY DISK
 PB0692_SETTING: 0 = UNSPECIFIED SETTING
 PB0692_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PB0692
 PB0692  HISTORY     - Date     Condition        Report By
 PB0692  HISTORY     - 1932     MONUMENTED       USFS
 PB0692  HISTORY     - 1965     GOOD             USGS
 PB0692
 PB0692                          STATION DESCRIPTION
 PB0692
 PB0692'DESCRIBED BY US FOREST SERVICE 1932 (FGJ)
 PB0692'STATION IS SE OF BEND, ON THE NORTHERN SLOPES OF THE PAULINA
 PB0692'MOUNTAINS, ON THE SUMMIT OF FUZZTAIL BUTTE, AT AN ELEVATION OF
 PB0692'5719 FEET.
 PB0692'
 PB0692'THE STATION IS MARKED BY A U.S.F.S. STANDARD DISK CEMENTED INTO
 PB0692'A BOULDER.
 PB0692'
 PB0692'THE BUTTE IS REACHED BY MEANS OF FOREST ROADS EXTENDING E FROM
 PB0692'THE DALLES-CALIFORNIA HIGHWAY NEAR LAVA BUTTE.  FUZZTAIL BUTTE
 PB0692'LOOKOUT HOUSE, A WOODEN STRUCTURE RESTING ON THE GROUND AND BUILT
 PB0692'IN 1933 IS 15.64 METERS (51.3 FEET) SOUTHERLY FROM THE STATION
 PB0692'S 3 DEG 14 MIN E.
 PB0692'
 PB0692'(CUTS MADE IN 1932 ARE ON STATION MARK.  CUT MADE IN 1933 FROM
 PB0692'LAVA BUTTE IS ON HOUSE).
 PB0692
 PB0692                          STATION RECOVERY (1965)
 PB0692
 PB0692'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 PB0692'RECOVERED AS DESCRIBED BY CGS.  FUZZTAIL BUTTE LO HAS BEEN
 PB0692'DESTROYED.
 PB0692'
 PB0692'LOCATED ABOUT 14.5 MI SSE. OF BEND, 14.5 MI W. OF MILLICAN.  AT
 PB0692'NORTH END OF HIGHEST POINT OF FUZZTAIL BUTTE.
 PB0692'
 PB0692'TO REACH FROM JCT. OF U.S. HWYS. 20 AND 97 IN BEND, DRIVE 3.9 MI
 PB0692'S. ON U.S. HWY. 97 TO TRAFFIC LIGHT AT LOGGING RD. X-ING.  TURN
 PB0692'LEFT ON LOGGING RD. 5.3 MI TO RED CINDER RD.  TURN RIGHT 5.7 MI
 PB0692'S. ON RED CINDER RD. TO FOREST RD. LEFT.  TURN LEFT 0.3 MI TO
 PB0692'FOREST SIGN LAVA CAST FOREST 8 POINTING RIGHT, CONTINUE
 PB0692'STRAIGHT AHEAD 2.1 MI TO LEFT FORK IN SLIGHT SADDLE.  TAKE LEFT
 PB0692'FORK UP SIDE OF BUTTE 0.6 MI TO HIGHEST POINT AND STATION.
 PB0692'
 PB0692'STATION MARK--USFS TABLET STAMPED---FUZZTAIL BU LO 1932---,
 PB0692'CEMENTED IN DRILL HOLE IN ROCK OUTCROP.
 PB0692'
 PB0692'RM 1--STANDARD RM TABLET STAMPED---NO 1 1965---, CEMENTED IN DRILL
 PB0692'HOLE IN ROCK OUTCROP.
 PB0692'
 PB0692'RM 2--STANDARD RM TABLET STAMPED---NO 2 1965---, CEMENTED IN DRILL
 PB0692'HOLE IN ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1829 ***********************************************************************
 RC1829  DESIGNATION -  FX 24
 RC1829  PID         -  RC1829
 RC1829  STATE/COUNTY-  OR/HOOD RIVER
 RC1829  USGS QUAD   -  CARSON (1994)
 RC1829
 RC1829                         *CURRENT SURVEY CONTROL
 RC1829  ___________________________________________________________________
 RC1829* NAD 83(1986)-  45 40 43.     (N)    121 51 38.     (W)     SCALED    
 RC1829* NAVD 88     -        35.137  (meters)     115.28   (feet)  ADJUSTED  
 RC1829  ___________________________________________________________________
 RC1829  GEOID HEIGHT-         -21.69  (meters)                     GEOID03
 RC1829  DYNAMIC HT  -          35.136 (meters)     115.28  (feet)  COMP
 RC1829  MODELED GRAV-     980,585.1   (mgal)                       NAVD 88
 RC1829
 RC1829  VERT ORDER  -  FIRST     CLASS II
 RC1829
 RC1829.The horizontal coordinates were scaled from a topographic map and have
 RC1829.an estimated accuracy of +/- 6 seconds.
 RC1829
 RC1829.The orthometric height was determined by differential leveling
 RC1829.and adjusted in June 1991.
 RC1829
 RC1829.The geoid height was determined by GEOID03.
 RC1829
 RC1829.The dynamic height is computed by dividing the NAVD 88
 RC1829.geopotential number by the normal gravity value computed on the
 RC1829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1829.degrees latitude (g = 980.6199 gals.).
 RC1829
 RC1829.The modeled gravity was interpolated from observed gravity values.
 RC1829
 RC1829;                    North         East    Units  Estimated Accuracy
 RC1829;SPC OR N     -   224,470.    2,394,010.      MT  (+/- 180 meters Scaled)
 RC1829
 RC1829                          SUPERSEDED SURVEY CONTROL
 RC1829
 RC1829  NGVD 29 (??/??/92)   34.118  (m)          111.94   (f) ADJ UNCH    1 2
 RC1829
 RC1829.Superseded values are not recommended for survey control.
 RC1829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1829.See file dsdata.txt to determine how the superseded data were derived.
 RC1829
 RC1829_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER887589(NAD 83)
 RC1829
 RC1829  HISTORY     - Date     Condition        Report By
 RC1829  HISTORY     - UNK      MONUMENTED       PG+E
 RC1829  HISTORY     - 1987     MARK NOT FOUND   NGS
 RC1829
 RC1829                          STATION DESCRIPTION
 RC1829
 RC1829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 RC1829'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0207 ***********************************************************************
 PB0207  DESIGNATION -  FX 41
 PB0207  PID         -  PB0207
 PB0207  STATE/COUNTY-  OR/DESCHUTES
 PB0207  USGS QUAD   -  LAVA BUTTE (1981)
 PB0207
 PB0207                         *CURRENT SURVEY CONTROL
 PB0207  ___________________________________________________________________
 PB0207* NAD 83(1986)-  43 58 45.     (N)    121 20 16.     (W)     SCALED    
 PB0207* NAVD 88     -      1218.056  (meters)    3996.24   (feet)  ADJUSTED  
 PB0207  ___________________________________________________________________
 PB0207  GEOID HEIGHT-         -20.76  (meters)                     GEOID03
 PB0207  DYNAMIC HT  -        1217.543 (meters)    3994.56  (feet)  COMP
 PB0207  MODELED GRAV-     980,155.2   (mgal)                       NAVD 88
 PB0207
 PB0207  VERT ORDER  -  FIRST     CLASS II
 PB0207
 PB0207.The horizontal coordinates were scaled from a topographic map and have
 PB0207.an estimated accuracy of +/- 6 seconds.
 PB0207
 PB0207.The orthometric height was determined by differential leveling
 PB0207.and adjusted in June 1991.
 PB0207
 PB0207.The geoid height was determined by GEOID03.
 PB0207
 PB0207.The dynamic height is computed by dividing the NAVD 88
 PB0207.geopotential number by the normal gravity value computed on the
 PB0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0207.degrees latitude (g = 980.6199 gals.).
 PB0207
 PB0207.The modeled gravity was interpolated from observed gravity values.
 PB0207
 PB0207;                    North         East    Units  Estimated Accuracy
 PB0207;SPC OR S     -   257,230.    1,432,780.      MT  (+/- 180 meters Scaled)
 PB0207
 PB0207                          SUPERSEDED SURVEY CONTROL
 PB0207
 PB0207  NGVD 29 (??/??/??) 1216.86   (m)         3992.3    (f) RESET       3  
 PB0207
 PB0207.Superseded values are not recommended for survey control.
 PB0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0207.See file dsdata.txt to determine how the superseded data were derived.
 PB0207
 PB0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP333709(NAD 83)
 PB0207_MARKER: B = BOLT
 PB0207_SETTING: 66 = SET IN ROCK OUTCROP
 PB0207_SP_SET: IN A DRILL HOLE IN BEDROCK
 PB0207_MARK LOGO: NONE  
 PB0207_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PB0207+STABILITY: POSITION/ELEVATION WELL
 PB0207_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PB0207+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1988
 PB0207
 PB0207  HISTORY     - Date     Condition        Report By
 PB0207  HISTORY     - UNK      MONUMENTED       ORDT
 PB0207  HISTORY     - 1934     GOOD             NGS
 PB0207  HISTORY     - 1976     MARK NOT FOUND   NGS
 PB0207  HISTORY     - 19880721 GOOD             NGS
 PB0207
 PB0207                          STATION DESCRIPTION
 PB0207
 PB0207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PB0207'6.3 MI S FROM BEND.
 PB0207'6.3 SOUTH ALONG THE DALLES- CALIFORNIA HIGHWAY FROM THE RAILROAD
 PB0207'STATION AT BEND, DESCHUTES COUNTY, 215 FEET NORTH OF MILE POST 148, ON
 PB0207'THE SOUTH SIDE OF A SMALL DRAW, 81 FEET WEST OF THE HIGHWAY
 PB0207'CENTERLINE, AT THE NORTHEAST END OF A PROMINENT LAVA OUTCROPPING.  AN
 PB0207'IRON BOLT.
 PB0207
 PB0207                          STATION RECOVERY (1976)
 PB0207
 PB0207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 PB0207'MARK NOT FOUND.
 PB0207
 PB0207                          STATION RECOVERY (1988)
 PB0207
 PB0207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 PB0207'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  8.5 KM
 PB0207'(5.30 MI) SOUTHERLY ALONG U.S. HIGHWAY 97 FROM THE SOUTH JUNCTION OF
 PB0207'U.S. HIGHWAY 20 IN BEND, THENCE 1.1 KM (0.70 MI) SOUTH ALONG THE OLD
 PB0207'ABANDONED HIGHWAY.  ADD--4.6 M (15.1 FT) NORTHEAST OF BENCH MARK F 41
 PB0207'ORHD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0454 ***********************************************************************
 NZ0454  DESIGNATION -  FX 9
 NZ0454  PID         -  NZ0454
 NZ0454  STATE/COUNTY-  OR/DOUGLAS
 NZ0454  USGS QUAD   -  LIVE OAK MOUNTAIN (1990)
 NZ0454
 NZ0454                         *CURRENT SURVEY CONTROL
 NZ0454  ___________________________________________________________________
 NZ0454* NAD 83(1986)-  42 54 57.     (N)    123 31 05.     (W)     SCALED    
 NZ0454* NAVD 88     -       245.248  (meters)     804.62   (feet)  ADJUSTED  
 NZ0454  ___________________________________________________________________
 NZ0454  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 NZ0454  DYNAMIC HT  -         245.177 (meters)     804.38  (feet)  COMP
 NZ0454  MODELED GRAV-     980,326.7   (mgal)                       NAVD 88
 NZ0454
 NZ0454  VERT ORDER  -  FIRST     CLASS II
 NZ0454
 NZ0454.The horizontal coordinates were scaled from a topographic map and have
 NZ0454.an estimated accuracy of +/- 6 seconds.
 NZ0454
 NZ0454.The orthometric height was determined by differential leveling
 NZ0454.and adjusted in June 1991.
 NZ0454
 NZ0454.The geoid height was determined by GEOID03.
 NZ0454
 NZ0454.The dynamic height is computed by dividing the NAVD 88
 NZ0454.geopotential number by the normal gravity value computed on the
 NZ0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0454.degrees latitude (g = 980.6199 gals.).
 NZ0454
 NZ0454.The modeled gravity was interpolated from observed gravity values.
 NZ0454
 NZ0454;                    North         East    Units  Estimated Accuracy
 NZ0454;SPC OR S     -   143,200.    1,253,650.      MT  (+/- 180 meters Scaled)
 NZ0454
 NZ0454                          SUPERSEDED SURVEY CONTROL
 NZ0454
 NZ0454  NGVD 29 (??/??/92)  244.211  (m)          801.22   (f) ADJ UNCH    1 2
 NZ0454
 NZ0454.Superseded values are not recommended for survey control.
 NZ0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0454.See file dsdata.txt to determine how the superseded data were derived.
 NZ0454
 NZ0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN577515(NAD 83)
 NZ0454_MARKER: DD = SURVEY DISK
 NZ0454_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NZ0454_SP_SET: CULVERT
 NZ0454_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0454
 NZ0454  HISTORY     - Date     Condition        Report By
 NZ0454  HISTORY     - UNK      MONUMENTED       SPRR
 NZ0454  HISTORY     - 1954     GOOD             NGS
 NZ0454
 NZ0454                          STATION DESCRIPTION
 NZ0454
 NZ0454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NZ0454'4.7 MI NE FROM DADS CREEK.
 NZ0454'4.7 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 NZ0454'THE SECTION HOUSE AT DADS CREEK, 1.35 MILE SOUTHWEST OF BYERS SIDING,
 NZ0454'8 1/2 RAILS EAST OF BYERS ONE MILE SIGN, AT 18-INCH CORRUGATED METAL
 NZ0454'PIPE CULVERT 534.15, IN THE TOP OF THE NORTH CONCRETE HEAD WALL, 6.7
 NZ0454'FEET NORTH OF THE NORTH RAIL, 1.7 FEET WEST OF THE EAST END OF THE
 NZ0454'HEAD WALL, 0.7 FOOT EAST OF BENCH MARK F 9, AND ABOUT 2 FEET LOWER
 NZ0454'THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0086 ***********************************************************************
 NZ0086  DESIGNATION -  G
 NZ0086  PID         -  NZ0086
 NZ0086  STATE/COUNTY-  OR/KLAMATH
 NZ0086  USGS QUAD   -  LAKE OF THE WOODS SO (1985)
 NZ0086
 NZ0086                         *CURRENT SURVEY CONTROL
 NZ0086  ___________________________________________________________________
 NZ0086* NAD 83(1986)-  42 17 58.     (N)    122 14 08.     (W)     SCALED    
 NZ0086* NAVD 88     -      1566.50   (+/-2cm)    5139.4    (feet)  VERTCON   
 NZ0086  ___________________________________________________________________
 NZ0086  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 NZ0086  VERT ORDER  -  ? (See Below)
 NZ0086
 NZ0086.The horizontal coordinates were scaled from a topographic map and have
 NZ0086.an estimated accuracy of +/- 6 seconds.
 NZ0086
 NZ0086.The NAVD 88 height was computed by applying the VERTCON shift value to
 NZ0086.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NZ0086.The vertical order pertains to the NGVD 29 superseded value.
 NZ0086
 NZ0086.The geoid height was determined by GEOID03.
 NZ0086
 NZ0086;                    North         East    Units  Estimated Accuracy
 NZ0086;SPC OR S     -    71,780.    1,356,890.      MT  (+/- 180 meters Scaled)
 NZ0086
 NZ0086                          SUPERSEDED SURVEY CONTROL
 NZ0086
 NZ0086  NGVD 29 (??/??/92) 1565.272  (m)         5135.40   (f) ADJ UNCH    ?  
 NZ0086
 NZ0086.Superseded values are not recommended for survey control.
 NZ0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0086.See file dsdata.txt to determine how the superseded data were derived.
 NZ0086
 NZ0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM630833(NAD 83)
 NZ0086_MARKER: P = PIPE CAP
 NZ0086_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NZ0086_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NZ0086_STAMPING: 5135.051 BB G 1908
 NZ0086_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0086
 NZ0086  HISTORY     - Date     Condition        Report By
 NZ0086  HISTORY     - 1908     MONUMENTED       USGS
 NZ0086  HISTORY     - 1934     GOOD             NGS
 NZ0086
 NZ0086                          STATION DESCRIPTION
 NZ0086
 NZ0086'DESCRIBED BY US GEOLOGICAL SURVEY 1908
 NZ0086'4.5 MI SW FROM LAKE OF THE WOODS.
 NZ0086'4.5 MILES SOUTHWEST ALONG DEAD INDIAN ROAD FROM SOUTH SHORE CAMP AT
 NZ0086'LAKE OF THE WOODS, KLAMATH COUNTY, 0.6 MILE EAST ALONG THE SPENCER
 NZ0086'CREEK ROAD FROM ITS JUNCTION WITH THE PRESENT DEAD INDIAN ROAD, 0.3
 NZ0086'MILE EAST OF THE JUNCTION OF THE SPENCER CREEK AND BUCK LAKE ROADS, AT
 NZ0086'THE POINT WHERE THE ABANDONED DEAD INDIAN ROAD JOINS THE SPENCER CREEK
 NZ0086'ROAD, 115 FEET EAST OF THE POINT WHERE THE ROAD ENTERS A CLEARING, AND
 NZ0086'10 FEET NORTH OF THE ROAD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 NZ0086'CAP, STAMPED 5135.051 BB G 1908 AND RIVETED ON THE TOP OF A 3-1/2 INCH
 NZ0086'IRON PIPE PROJECTING 10 INCHES ABOVE GROUND.
 NZ0086
 NZ0086                          STATION RECOVERY (1934)
 NZ0086
 NZ0086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 NZ0086'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH1430 ***********************************************************************
 OH1430  DESIGNATION -  G
 OH1430  PID         -  OH1430
 OH1430  STATE/COUNTY-  OR/MALHEUR
 OH1430  USGS QUAD   -  NYSSA (1965)
 OH1430
 OH1430                         *CURRENT SURVEY CONTROL
 OH1430  ___________________________________________________________________
 OH1430* NAD 83(1991)-  43 52 30.21022(N)    116 59 31.34394(W)     ADJUSTED  
 OH1430* NAVD 88     -       664.6    (meters)    2180.     (feet)  VERTCON   
 OH1430  ___________________________________________________________________
 OH1430  LAPLACE CORR-           3.76  (seconds)                    DEFLEC99
 OH1430  GEOID HEIGHT-         -17.87  (meters)                     GEOID03
 OH1430  HORZ ORDER  -  SECOND
 OH1430
 OH1430.The horizontal coordinates were established by classical geodetic methods
 OH1430.and adjusted by the National Geodetic Survey in October 1991.
 OH1430
 OH1430.The NAVD 88 height was computed by applying the VERTCON shift value to
 OH1430.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OH1430
 OH1430.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1430
 OH1430.The geoid height was determined by GEOID03.
 OH1430
 OH1430;                    North         East     Units Scale Factor Converg.
 OH1430;SPC OR S     -   251,225.517 1,781,859.166   MT  0.99997065   +2 23 59.9
 OH1430;SPC OR S     -   824,230.70  5,845,994.64   iFT  0.99997065   +2 23 59.9
 OH1430;SPC ID W     -   246,060.044   700,178.223   MT  1.00005585   -0 51 39.3
 OH1430;SPC ID W     -   807,281.99  2,297,168.05   sFT  1.00005585   -0 51 39.3
 OH1430;UTM  11      - 4,857,996.035   500,639.525   MT  0.99960001   +0 00 19.9
 OH1430
 OH1430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1430!SPC OR S     -   0.99989860  x   0.99997065  =   0.99986926
 OH1430!SPC ID W     -   0.99989860  x   1.00005585  =   0.99995445
 OH1430!UTM  11      -   0.99989860  x   0.99960001  =   0.99949865
 OH1430
 OH1430|---------------------------------------------------------------------|
 OH1430| PID    Reference Object                     Distance      Geod. Az  |
 OH1430|                                                           dddmmss.s |
 OH1430| OH1050 G BM                                336.410 METERS 00008     |
 OH1430| CD4252 G RM                                 19.280 METERS 18239     |
 OH1430| OH1434 NYSSA MUNICIPAL TANK                209.732 METERS 27403     |
 OH1430|---------------------------------------------------------------------|
 OH1430
 OH1430                          SUPERSEDED SURVEY CONTROL
 OH1430
 OH1430  NAD 83(1986)-  43 52 30.20991(N)    116 59 31.34292(W) AD(       ) 2
 OH1430  NAD 27      -  43 52 30.63400(N)    116 59 27.77400(W) AD(       ) 2
 OH1430  NGVD 29 (07/19/86)  663.6    (m)         2177.     (f) VERT ANG    3  
 OH1430
 OH1430.Superseded values are not recommended for survey control.
 OH1430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1430.See file dsdata.txt to determine how the superseded data were derived.
 OH1430
 OH1430_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ0064057996(NAD 83)
 OH1430_MARKER: Z = SEE DESCRIPTION
 OH1430_SETTING: 0 = UNSPECIFIED SETTING
 OH1430
 OH1430  HISTORY     - Date     Condition        Report By
 OH1430  HISTORY     - 1915     MONUMENTED       CGS
 OH1430  HISTORY     - 1944     SEE DESCRIPTION  CGS
 OH1430  HISTORY     - 19850501 MARK NOT FOUND   USGS
 OH1430
 OH1430                          STATION DESCRIPTION
 OH1430
 OH1430'DESCRIBED BY COAST AND GEODETIC SURVEY 1915 (CVH)
 OH1430'STATION IS IN THE TOWN OF NYSSA, ON THE E SIDE OF THE UNION
 OH1430'PACIFIC RAILROAD, ABOUT 1.5 METERS (4.9 FEET) W OF THE E FENCE
 OH1430'ALONG THE RAILROAD RIGHT-OF-WAY, AND 190 METERS (623 FEET) S OF
 OH1430'THE WAGON ROAD LEADING E TO THE BRIDGE ACROSS THE SNAKE RIVER.
 OH1430'THE NEAREST RAIL OF THE RAILROAD TRACK IS 23.5 METERS (77.1 FEET)
 OH1430'W OF THE STATION.
 OH1430'
 OH1430'STATION MARK IS A BRONZE DISK SET IN CONCRETE.  UNDERGROUND MARK
 OH1430'IS A 1/2-INCH IRON PIPE 8 INCHES LONG, THE TOP OF WHICH IS 10
 OH1430'INCHES BELOW THE GROUND.
 OH1430'
 OH1430'REFERENCE MARK IS A BRONZE DISK SET IN CONCRETE.  IT IS IN FENCE
 OH1430'LINE ALONG THE E SIDE OF THE RIGHT-OF-WAY, 19.28 METERS (63.3 FEET)
 OH1430'FROM THE STATION IN AZIMUTH 2 DEG 39 MIN.
 OH1430
 OH1430                          STATION RECOVERY (1944)
 OH1430
 OH1430'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (ANS)
 OH1430'THE SITE OF THE STATION IS ABOUT 1,200 FEET S ALONG THE UNION
 OH1430'PACIFIC RAILROAD RIGHT-OF-WAY FROM THE RAILROAD STATION, E OF
 OH1430'THE MAIN-LINE TRACKS INSIDE THE FENCE BOUNDING THE PLANT OF THE
 OH1430'AMALGAMATED SUGAR COMPANY, AT A FENCE CORNER FORMED BY THE FENCE
 OH1430'AND THE GATES ACROSS THE RAILROAD TRACKS ENTERING THE SUGAR
 OH1430'COMPANY PROPERTY, AND W OF THE SIDING TRACKS ENTERING THE PLANT.
 OH1430'IT IS BEST REACHED THROUGH THE PROPERTY OF THE SUGAR COMPANY.
 OH1430'
 OH1430'THE TOP OF CONCRETE BLOCK IN WHICH THE STATION DISK WAS SET IS
 OH1430'BADLY MUTILATED AND THE MARK GONE.  THERE IS EVIDENCE THAT AN
 OH1430'ATTEMPT WAS MADE TO REMOVE THE CONCRETE BLOCK.  THE CONCRETE BLOCK
 OH1430'WAS MOVED AND THE UNDERGROUND PIPE DUG FOR BUT NOT FOUND.  THE
 OH1430'REMAINS OF THE REFERENCE-MARK POST WERE FOUND ABOUT 60 FEET NE OF
 OH1430'THE STATION LOCATION, BUT THE REFERENCE MARK ITSELF WAS NOT
 OH1430'FOUND IN THE DEBRIS.
 OH1430'
 OH1430'IT IS POSSIBLE THAT THE UNDERGROUND MARK MIGHT BE FOUND BY
 OH1430'FURTHER DIGGING IN THE AREA.
 OH1430
 OH1430                          STATION RECOVERY (1985)
 OH1430
 OH1430'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (DHK)
 OH1430'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0388 ***********************************************************************
 PC0388  DESIGNATION -  G 10
 PC0388  PID         -  PC0388
 PC0388  STATE/COUNTY-  OR/DOUGLAS
 PC0388  USGS QUAD   -  WINCHESTER (1987)
 PC0388
 PC0388                         *CURRENT SURVEY CONTROL
 PC0388  ___________________________________________________________________
 PC0388* NAD 83(1986)-  43 19 15.     (N)    123 20 26.     (W)     SCALED    
 PC0388* NAVD 88     -       143.508  (meters)     470.83   (feet)  ADJUSTED  
 PC0388  ___________________________________________________________________
 PC0388  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 PC0388  DYNAMIC HT  -         143.479 (meters)     470.73  (feet)  COMP
 PC0388  MODELED GRAV-     980,420.1   (mgal)                       NAVD 88
 PC0388
 PC0388  VERT ORDER  -  FIRST     CLASS II
 PC0388
 PC0388.The horizontal coordinates were scaled from a topographic map and have
 PC0388.an estimated accuracy of +/- 6 seconds.
 PC0388
 PC0388.The orthometric height was determined by differential leveling
 PC0388.and adjusted in June 1991.
 PC0388.WARNING-Repeat measurements at this control monument indicate possible
 PC0388.vertical movement.
 PC0388
 PC0388.The geoid height was determined by GEOID03.
 PC0388
 PC0388.The dynamic height is computed by dividing the NAVD 88
 PC0388.geopotential number by the normal gravity value computed on the
 PC0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0388.degrees latitude (g = 980.6199 gals.).
 PC0388
 PC0388.The modeled gravity was interpolated from observed gravity values.
 PC0388
 PC0388;                    North         East    Units  Estimated Accuracy
 PC0388;SPC OR S     -   187,660.    1,269,660.      MT  (+/- 180 meters Scaled)
 PC0388
 PC0388                          SUPERSEDED SURVEY CONTROL
 PC0388
 PC0388.No superseded survey control is available for this station.
 PC0388
 PC0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN723965(NAD 83)
 PC0388_MARKER: DB = BENCH MARK DISK
 PC0388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PC0388_STAMPING: G 10 1920 ELEV 466.692 FT
 PC0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0388+STABILITY: SURFACE MOTION
 PC0388
 PC0388  HISTORY     - Date     Condition        Report By
 PC0388  HISTORY     - 1920     MONUMENTED       CGS
 PC0388  HISTORY     - 1934     GOOD             NGS
 PC0388  HISTORY     - 1954     MARK NOT FOUND   NGS
 PC0388  HISTORY     - 1984     MARK NOT FOUND   USGS
 PC0388  HISTORY     - 1984     MARK NOT FOUND   USGS
 PC0388
 PC0388                          STATION DESCRIPTION
 PC0388
 PC0388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PC0388'IN WILBUR.
 PC0388'AT WILBUR, DOUGLAS COUNTY, 68 FEET NORTH OF THE SOUTHERN PACIFIC CO.
 PC0388'STATION, 96.8 FEET EAST OF THE TRACK CENTERLINE, 3.5 FEET NORTH OF A
 PC0388'GATE LEADING TO A SECTION HOUSE AND 3.6 FEET WEST OF THE FENCE.  A
 PC0388'STANDARD DISK STAMPED G 10 1920 ELEV 466.692 FT, AND SET IN A CONCRETE
 PC0388'POST FLUSH WITH THE GROUND.
 PC0388
 PC0388                          STATION RECOVERY (1954)
 PC0388
 PC0388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 PC0388'MARK NOT FOUND.
 PC0388
 PC0388                          STATION RECOVERY (1984)
 PC0388
 PC0388'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 PC0388'MARK NOT FOUND.
 PC0388
 PC0388                          STATION RECOVERY (1984)
 PC0388
 PC0388'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 PC0388'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0438 ***********************************************************************
 RD0438  DESIGNATION -  G 100 RESET
 RD0438  PID         -  RD0438
 RD0438  STATE/COUNTY-  OR/MULTNOMAH
 RD0438  USGS QUAD   -  PORTLAND (1990)
 RD0438
 RD0438                         *CURRENT SURVEY CONTROL
 RD0438  ___________________________________________________________________
 RD0438* NAD 83(1986)-  45 31 04.     (N)    122 40 44.     (W)     SCALED    
 RD0438* NAVD 88     -        16.734  (meters)      54.90   (feet)  ADJUSTED  
 RD0438  ___________________________________________________________________
 RD0438  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 RD0438  DYNAMIC HT  -          16.734 (meters)      54.90  (feet)  COMP
 RD0438  MODELED GRAV-     980,630.8   (mgal)                       NAVD 88
 RD0438
 RD0438  VERT ORDER  -  FIRST     CLASS II
 RD0438
 RD0438.The horizontal coordinates were scaled from a topographic map and have
 RD0438.an estimated accuracy of +/- 6 seconds.
 RD0438
 RD0438.The orthometric height was determined by differential leveling
 RD0438.and adjusted in June 1991.
 RD0438
 RD0438.Photographs are available for this station.
 RD0438
 RD0438.The geoid height was determined by GEOID03.
 RD0438
 RD0438.The dynamic height is computed by dividing the NAVD 88
 RD0438.geopotential number by the normal gravity value computed on the
 RD0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0438.degrees latitude (g = 980.6199 gals.).
 RD0438
 RD0438.The modeled gravity was interpolated from observed gravity values.
 RD0438
 RD0438;                    North         East    Units  Estimated Accuracy
 RD0438;SPC OR N     -   208,000.    2,329,790.      MT  (+/- 180 meters Scaled)
 RD0438
 RD0438                          SUPERSEDED SURVEY CONTROL
 RD0438
 RD0438  NGVD 29 (05/16/90)   15.664  (m)           51.39   (f) ADJUSTED    1 2
 RD0438
 RD0438.Superseded values are not recommended for survey control.
 RD0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0438.See file dsdata.txt to determine how the superseded data were derived.
 RD0438
 RD0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER250405(NAD 83)
 RD0438_MARKER: DB = BENCH MARK DISK
 RD0438_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RD0438_SP_SET: CURB
 RD0438_STAMPING: G 100 RESET 1977
 RD0438_MARK LOGO: NGS   
 RD0438_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0438_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD0438+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2007
 RD0438
 RD0438  HISTORY     - Date     Condition        Report By
 RD0438  HISTORY     - 1977     MONUMENTED       NGS
 RD0438  HISTORY     - 1986     GOOD             USPSQD
 RD0438  HISTORY     - 1987     GOOD             NGS
 RD0438  HISTORY     - 1988     GOOD             USPSQD
 RD0438  HISTORY     - 1988     GOOD             USPSQD
 RD0438  HISTORY     - 1989     GOOD             USPSQD
 RD0438  HISTORY     - 1989     GOOD             USPSQD
 RD0438  HISTORY     - 1990     GOOD             USPSQD
 RD0438  HISTORY     - 19940219 GOOD             USPSQD
 RD0438  HISTORY     - 20010228 GOOD             USPSQD
 RD0438  HISTORY     - 20041125 GOOD             USPSQD
 RD0438  HISTORY     - 20051125 GOOD             USPSQD
 RD0438  HISTORY     - 20070309 GOOD             USPSQD
 RD0438
 RD0438                          STATION DESCRIPTION
 RD0438
 RD0438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 RD0438'IN PORTLAND.
 RD0438'NEAR THE INTERSECTION OF FIFTH AVENUE, AND TAYLOR STREET, CEMENTED IN
 RD0438'A DRILL HOLE IN THE SOUTH CURB OF TAYLOR STREET, 140 FEET EAST OF THE
 RD0438'CENTER OF FIFTH AVENUE, 27 FEET NORTHEAST OF THE NORTH ENTRANCE TO
 RD0438'OLIVERS RESTAURANT, AND 18 FEET SOUTH OF THE CENTER OF TAYLOR STREET.
 RD0438
 RD0438                          STATION RECOVERY (1986)
 RD0438
 RD0438'RECOVERY NOTE BY US POWER SQUADRON 1986 (KN)
 RD0438'RECOVERED IN GOOD CONDITION.
 RD0438
 RD0438                          STATION RECOVERY (1987)
 RD0438
 RD0438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD0438'RECOVERED IN GOOD CONDITION.
 RD0438
 RD0438                          STATION RECOVERY (1988)
 RD0438
 RD0438'RECOVERY NOTE BY US POWER SQUADRON 1988 (KRN)
 RD0438'RECOVERED IN GOOD CONDITION.
 RD0438
 RD0438                          STATION RECOVERY (1988)
 RD0438
 RD0438'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWE)
 RD0438'RECOVERED IN GOOD CONDITION.
 RD0438
 RD0438                          STATION RECOVERY (1989)
 RD0438
 RD0438'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RD0438'RECOVERED IN GOOD CONDITION.
 RD0438
 RD0438                          STATION RECOVERY (1989)
 RD0438
 RD0438'RECOVERY NOTE BY US POWER SQUADRON 1989 (GLG)
 RD0438'RECOVERED IN GOOD CONDITION.
 RD0438
 RD0438                          STATION RECOVERY (1990)
 RD0438
 RD0438'RECOVERY NOTE BY US POWER SQUADRON 1990 (KRN)
 RD0438'RECOVERED IN GOOD CONDITION.
 RD0438
 RD0438                          STATION RECOVERY (1994)
 RD0438
 RD0438'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD0438'RECOVERED IN GOOD CONDITION.
 RD0438
 RD0438                          STATION RECOVERY (2001)
 RD0438
 RD0438'RECOVERY NOTE BY US POWER SQUADRON 2001 (KPK)
 RD0438'RECOVERED IN GOOD CONDITION.
 RD0438
 RD0438                          STATION RECOVERY (2004)
 RD0438
 RD0438'RECOVERY NOTE BY US POWER SQUADRON 2004 (RHC)
 RD0438'THE BUILDING IS NOW THE STANDARD INSURANCE CENTER, AND THE ENTRANCE IS
 RD0438'TO THE CENTER CAFE
 RD0438
 RD0438                          STATION RECOVERY (2005)
 RD0438
 RD0438'RECOVERY NOTE BY US POWER SQUADRON 2005 (MMC)
 RD0438'RECOVERED IN GOOD CONDITION.
 RD0438
 RD0438                          STATION RECOVERY (2007)
 RD0438
 RD0438'RECOVERY NOTE BY US POWER SQUADRON 2007 (RHC)
 RD0438'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0528 ***********************************************************************
 RD0528  DESIGNATION -  G 101
 RD0528  PID         -  RD0528
 RD0528  STATE/COUNTY-  OR/MULTNOMAH
 RD0528  USGS QUAD   -  SAUVIE ISLAND (1990)
 RD0528
 RD0528                         *CURRENT SURVEY CONTROL
 RD0528  ___________________________________________________________________
 RD0528* NAD 83(1986)-  45 37 59.     (N)    122 49 36.     (W)     SCALED    
 RD0528* NAVD 88     -        20.359  (meters)      66.79   (feet)  POSTED    
 RD0528  ___________________________________________________________________
 RD0528  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 RD0528  DYNAMIC HT  -          20.360 (meters)      66.80  (feet)  COMP
 RD0528  MODELED GRAV-     980,625.9   (mgal)                       NAVD 88
 RD0528
 RD0528  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 RD0528
 RD0528.The horizontal coordinates were scaled from a topographic map and have
 RD0528.an estimated accuracy of +/- 6 seconds.
 RD0528
 RD0528.The orthometric height was determined by differential leveling
 RD0528.and adjusted by the  in 1992.
 RD0528.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 RD0528.rate of 2.1 thru 3.0 mm/km.
 RD0528
 RD0528.The geoid height was determined by GEOID03.
 RD0528
 RD0528.The dynamic height is computed by dividing the NAVD 88
 RD0528.geopotential number by the normal gravity value computed on the
 RD0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0528.degrees latitude (g = 980.6199 gals.).
 RD0528
 RD0528.The modeled gravity was interpolated from observed gravity values.
 RD0528
 RD0528;                    North         East    Units  Estimated Accuracy
 RD0528;SPC OR N     -   221,120.    2,318,620.      MT  (+/- 180 meters Scaled)
 RD0528
 RD0528                          SUPERSEDED SURVEY CONTROL
 RD0528
 RD0528  NGVD 29 (??/??/92)   19.332  (m)           63.43   (f) ADJ UNCH    1 2
 RD0528
 RD0528.Superseded values are not recommended for survey control.
 RD0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0528.See file dsdata.txt to determine how the superseded data were derived.
 RD0528
 RD0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER135532(NAD 83)
 RD0528_MARKER: DD = SURVEY DISK
 RD0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0528_STAMPING: 62 G 101 1932
 RD0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0528+STABILITY: SURFACE MOTION
 RD0528
 RD0528  HISTORY     - Date     Condition        Report By
 RD0528  HISTORY     - 1932     MONUMENTED       ORDT
 RD0528  HISTORY     - 1933     GOOD             ORDT
 RD0528  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 RD0528
 RD0528                          STATION DESCRIPTION
 RD0528
 RD0528'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1933
 RD0528'3.1 MI N FROM LINNTON.
 RD0528'ABOUT 3.1 MILES NORTH ALONG THE COLUMBIA RIVER HIGHWAY FROM LINNTON,
 RD0528'MULTNOMAH COUNTY, ABOUT 300 FEET SOUTHERLY FROM A RAILROAD
 RD0528'OVERCROSSING AND 54 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  AN
 RD0528'OREGON STATE HIGHWAY DEPARTMENT STANDARD DISK STAMPED 62 G 101 1932
 RD0528'AND SET IN THE TOP OF A CONCRETE POST.
 RD0528
 RD0528                          STATION RECOVERY (1990)
 RD0528
 RD0528'RECOVERY NOTE BY US POWER SQUADRON 1990 (FV)
 RD0528'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0763 ***********************************************************************
 QB0763  DESIGNATION -  G 103
 QB0763  PID         -  QB0763
 QB0763  STATE/COUNTY-  OR/MALHEUR
 QB0763  USGS QUAD   -  PAYETTE (1974)
 QB0763
 QB0763                         *CURRENT SURVEY CONTROL
 QB0763  ___________________________________________________________________
 QB0763* NAD 83(1986)-  44 01 27.     (N)    116 57 44.     (W)     SCALED    
 QB0763* NAVD 88     -       657.368  (meters)    2156.71   (feet)  ADJUSTED  
 QB0763  ___________________________________________________________________
 QB0763  GEOID HEIGHT-         -17.75  (meters)                     GEOID03
 QB0763  DYNAMIC HT  -         657.169 (meters)    2156.06  (feet)  COMP
 QB0763  MODELED GRAV-     980,296.1   (mgal)                       NAVD 88
 QB0763
 QB0763  VERT ORDER  -  FIRST     CLASS II
 QB0763
 QB0763.The horizontal coordinates were scaled from a topographic map and have
 QB0763.an estimated accuracy of +/- 6 seconds.
 QB0763
 QB0763.The orthometric height was determined by differential leveling
 QB0763.and adjusted in June 1991.
 QB0763.WARNING-Repeat measurements at this control monument indicate possible
 QB0763.vertical movement.
 QB0763
 QB0763.The geoid height was determined by GEOID03.
 QB0763
 QB0763.The dynamic height is computed by dividing the NAVD 88
 QB0763.geopotential number by the normal gravity value computed on the
 QB0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0763.degrees latitude (g = 980.6199 gals.).
 QB0763
 QB0763.The modeled gravity was interpolated from observed gravity values.
 QB0763
 QB0763;                    North         East    Units  Estimated Accuracy
 QB0763;SPC OR S     -   267,880.    1,783,550.      MT  (+/- 180 meters Scaled)
 QB0763
 QB0763                          SUPERSEDED SURVEY CONTROL
 QB0763
 QB0763  NGVD 29 (??/??/92)  656.408  (m)         2153.57   (f) ADJ UNCH    1 2
 QB0763
 QB0763.Superseded values are not recommended for survey control.
 QB0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0763.See file dsdata.txt to determine how the superseded data were derived.
 QB0763
 QB0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ030745(NAD 83)
 QB0763_MARKER: DB = BENCH MARK DISK
 QB0763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0763_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0763_STAMPING: C 103 1935
 QB0763_MARK LOGO: CGS   
 QB0763_PROJECTION: RECESSED 7 CENTIMETERS
 QB0763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0763+STABILITY: SURFACE MOTION
 QB0763_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QB0763+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2007
 QB0763
 QB0763  HISTORY     - Date     Condition        Report By
 QB0763  HISTORY     - 1935     MONUMENTED       CGS
 QB0763  HISTORY     - 1945     GOOD             NGS
 QB0763  HISTORY     - 1985     GOOD             NGS
 QB0763  HISTORY     - 20070714 GOOD             NGS
 QB0763
 QB0763                          STATION DESCRIPTION
 QB0763
 QB0763'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QB0763'IN ONTARIO.
 QB0763'IN THE EAST PART OF ONTARIO, MALHEUR COUNTY, 28 FEET NORTH OF THE
 QB0763'UNION PACIFIC RAILROAD STATION, IN THE LAWN.  A USC AND GS DISK
 QB0763'STAMPED C 103 1935 AND SET IN THE TOP OF A CONCRETE POST.
 QB0763
 QB0763                          STATION RECOVERY (1945)
 QB0763
 QB0763'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 QB0763'RECOVERED IN GOOD CONDITION.
 QB0763
 QB0763                          STATION RECOVERY (1985)
 QB0763
 QB0763'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QB0763'RECOVERED IN GOOD CONDITION.  EXCEPT ADD--14.6 METERS (48 FT) WEST OF
 QB0763'THE WEST RAIL OF THE MAIN TRACKS.
 QB0763'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 QB0763
 QB0763                          STATION RECOVERY (2007)
 QB0763
 QB0763'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2007 (DW)
 QB0763'RR DEPOT IS AT EAST END OF SE 3RD AVENUE AT NUMBER 300 OF UNNAMED
 QB0763'STREET (POSSIBLY RIVER OR RAILROAD STREET).  MARK IS 28 FEET NORTH OF
 QB0763'MIDPOINT OF NORTH FACE OF DEPOT, 14.6 M WEST OF WEST RAIL, 11.2 M EAST
 QB0763'OF OLD HYDRANT AND 0.15 M BELOW GRASS LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1192 ***********************************************************************
 QE1192  DESIGNATION -  G 105
 QE1192  PID         -  QE1192
 QE1192  STATE/COUNTY-  OR/LINCOLN
 QE1192  USGS QUAD   -  NEWPORT NORTH (1984)
 QE1192
 QE1192                         *CURRENT SURVEY CONTROL
 QE1192  ___________________________________________________________________
 QE1192* NAD 83(1986)-  44 40 03.     (N)    124 03 20.     (W)     SCALED    
 QE1192* NAVD 88     -        28.559  (meters)      93.70   (feet)  ADJUSTED  
 QE1192  ___________________________________________________________________
 QE1192  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 QE1192  DYNAMIC HT  -          28.559 (meters)      93.70  (feet)  COMP
 QE1192  MODELED GRAV-     980,595.4   (mgal)                       NAVD 88
 QE1192
 QE1192  VERT ORDER  -  FIRST     CLASS II
 QE1192
 QE1192.The horizontal coordinates were scaled from a topographic map and have
 QE1192.an estimated accuracy of +/- 6 seconds.
 QE1192
 QE1192.The orthometric height was determined by differential leveling
 QE1192.and adjusted in June 1991.
 QE1192
 QE1192.The geoid height was determined by GEOID03.
 QE1192
 QE1192.The dynamic height is computed by dividing the NAVD 88
 QE1192.geopotential number by the normal gravity value computed on the
 QE1192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1192.degrees latitude (g = 980.6199 gals.).
 QE1192
 QE1192.The modeled gravity was interpolated from observed gravity values.
 QE1192
 QE1192;                    North         East    Units  Estimated Accuracy
 QE1192;SPC OR N     -   117,420.    2,218,150.      MT  (+/- 180 meters Scaled)
 QE1192
 QE1192                          SUPERSEDED SURVEY CONTROL
 QE1192
 QE1192  NGVD 29 (??/??/92)   27.552  (m)           90.39   (f) ADJ UNCH    1 2
 QE1192
 QE1192.Superseded values are not recommended for survey control.
 QE1192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1192.See file dsdata.txt to determine how the superseded data were derived.
 QE1192
 QE1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ163465(NAD 83)
 QE1192_MARKER: DD = SURVEY DISK
 QE1192_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QE1192_SP_SET: FOUNDATION
 QE1192_STAMPING: G 105 1940
 QE1192_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE1192
 QE1192  HISTORY     - Date     Condition        Report By
 QE1192  HISTORY     - 1940     MONUMENTED       ORDT
 QE1192  HISTORY     - 1952     GOOD             NGS
 QE1192  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 QE1192
 QE1192                          STATION DESCRIPTION
 QE1192
 QE1192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 QE1192'0.6 MI S FROM AGATE BEACH.
 QE1192'ABOUT 0.6 MI. S ALONG THE OREGON COAST HIGHWAY (U.S. 101) FROM POST
 QE1192'OFFICE AT AGATE BEACH, LINCOLN COUNTY, OREGON, ON E SIDE OF HIGHWAY, 2
 QE1192'FT. W OF THE NW CORNER OF A HIGHWAY SCALE HOUSE, AND IN THE TOP OF THE
 QE1192'CONCRETE FOUNDATION NOW FLUSH WITH SURFACE OF GROUND.  AN OREGON STATE
 QE1192'HIGHWAY DEPT. STANDARD DISK, SET IN DRILL HOLE FLUSH WITH SURFACE OF
 QE1192'CONCRETE, CEMENTED AND STAMPED G 105 1940.
 QE1192
 QE1192                          STATION RECOVERY (1990)
 QE1192
 QE1192'RECOVERY NOTE BY US POWER SQUADRON 1990 (KRN)
 QE1192'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0997 ***********************************************************************
 QE0997  DESIGNATION -  G 106
 QE0997  PID         -  QE0997
 QE0997  STATE/COUNTY-  OR/POLK
 QE0997  USGS QUAD   -  FANNO RIDGE (1974)
 QE0997
 QE0997                         *CURRENT SURVEY CONTROL
 QE0997  ___________________________________________________________________
 QE0997* NAD 83(1986)-  44 49 24.     (N)    123 36 35.     (W)     SCALED    
 QE0997* NAVD 88     -       353.435  (meters)    1159.56   (feet)  ADJUSTED  
 QE0997  ___________________________________________________________________
 QE0997  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 QE0997  DYNAMIC HT  -         353.424 (meters)    1159.53  (feet)  COMP
 QE0997  MODELED GRAV-     980,576.4   (mgal)                       NAVD 88
 QE0997
 QE0997  VERT ORDER  -  SECOND    CLASS 0
 QE0997
 QE0997.The horizontal coordinates were scaled from a topographic map and have
 QE0997.an estimated accuracy of +/- 6 seconds.
 QE0997
 QE0997.The orthometric height was determined by differential leveling
 QE0997.and adjusted in June 1991.
 QE0997
 QE0997.The geoid height was determined by GEOID03.
 QE0997
 QE0997.The dynamic height is computed by dividing the NAVD 88
 QE0997.geopotential number by the normal gravity value computed on the
 QE0997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0997.degrees latitude (g = 980.6199 gals.).
 QE0997
 QE0997.The modeled gravity was interpolated from observed gravity values.
 QE0997
 QE0997;                    North         East    Units  Estimated Accuracy
 QE0997;SPC OR N     -   133,260.    2,254,140.      MT  (+/- 180 meters Scaled)
 QE0997
 QE0997                          SUPERSEDED SURVEY CONTROL
 QE0997
 QE0997  NGVD 29 (??/??/92)  352.406  (m)         1156.19   (f) ADJ UNCH    2 0
 QE0997
 QE0997.Superseded values are not recommended for survey control.
 QE0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0997.See file dsdata.txt to determine how the superseded data were derived.
 QE0997
 QE0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ517635(NAD 83)
 QE0997_MARKER: DB = BENCH MARK DISK
 QE0997_SETTING: 0 = UNSPECIFIED SETTING
 QE0997_STAMPING: G 106 1934
 QE0997_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0997
 QE0997  HISTORY     - Date     Condition        Report By
 QE0997  HISTORY     - 1934     MONUMENTED       CGS
 QE0997  HISTORY     - 1973     MARK NOT FOUND   NGS
 QE0997
 QE0997                          STATION DESCRIPTION
 QE0997
 QE0997'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QE0997'2.5 MI NE FROM VALSETZ.
 QE0997'2.5 MILES NORTHEAST ALONG FALLS CITY ROAD.  ALONG THE VALSETZ-FALLS
 QE0997'CITY ROAD, 1.8 MILES EAST OF JUNCTION WITH ROAD SOUTHWEST TO TOLEDO,
 QE0997'0.45 MILE WEST OF BRIDGE AND FARM HOUSE, 20 FEET NORTH OF CENTER LINE
 QE0997'OF ROAD, AND 20 FEET WEST OF LARGE STUMP, (7 FEET HIGH AND 6 FEET IN
 QE0997'DIAMETER).
 QE0997
 QE0997                          STATION RECOVERY (1973)
 QE0997
 QE0997'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 QE0997'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1223 ***********************************************************************
 RC1223  DESIGNATION -  G 108
 RC1223  PID         -  RC1223
 RC1223  STATE/COUNTY-  OR/WASCO
 RC1223  USGS QUAD   -  FOREMAN POINT (1996)
 RC1223
 RC1223                         *CURRENT SURVEY CONTROL
 RC1223  ___________________________________________________________________
 RC1223* NAD 83(1986)-  45 06 15.     (N)    121 26 17.     (W)     SCALED    
 RC1223* NAVD 88     -       905.461  (meters)    2970.67   (feet)  ADJUSTED  
 RC1223  ___________________________________________________________________
 RC1223  GEOID HEIGHT-         -21.14  (meters)                     GEOID03
 RC1223  DYNAMIC HT  -         905.252 (meters)    2969.98  (feet)  COMP
 RC1223  MODELED GRAV-     980,355.2   (mgal)                       NAVD 88
 RC1223
 RC1223  VERT ORDER  -  SECOND    CLASS 0
 RC1223
 RC1223.The horizontal coordinates were scaled from a topographic map and have
 RC1223.an estimated accuracy of +/- 6 seconds.
 RC1223
 RC1223.The orthometric height was determined by differential leveling
 RC1223.and adjusted in June 1991.
 RC1223
 RC1223.The geoid height was determined by GEOID03.
 RC1223
 RC1223.The dynamic height is computed by dividing the NAVD 88
 RC1223.geopotential number by the normal gravity value computed on the
 RC1223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1223.degrees latitude (g = 980.6199 gals.).
 RC1223
 RC1223.The modeled gravity was interpolated from observed gravity values.
 RC1223
 RC1223;                    North         East    Units  Estimated Accuracy
 RC1223;SPC OR N     -   160,170.    2,426,180.      MT  (+/- 180 meters Scaled)
 RC1223
 RC1223                          SUPERSEDED SURVEY CONTROL
 RC1223
 RC1223  NGVD 29 (??/??/92)  904.375  (m)         2967.10   (f) ADJ UNCH    2 0
 RC1223
 RC1223.Superseded values are not recommended for survey control.
 RC1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1223.See file dsdata.txt to determine how the superseded data were derived.
 RC1223
 RC1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ228957(NAD 83)
 RC1223_MARKER: DB = BENCH MARK DISK
 RC1223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC1223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC1223_STAMPING: G 108 1934
 RC1223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1223+STABILITY: SURFACE MOTION
 RC1223
 RC1223  HISTORY     - Date     Condition        Report By
 RC1223  HISTORY     - 1934     MONUMENTED       CGS
 RC1223
 RC1223                          STATION DESCRIPTION
 RC1223
 RC1223'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RC1223'4.7 MI E FROM BEAR SPRINGS.
 RC1223'4.7 MILES EAST ALONG THE WAPINITIA HIGHWAY (OREGON 50) FROM BEAR
 RC1223'SPRINGS, WASCO COUNTY, ABOUT 1.2 MILES EAST OF THE EAST BOUNDARY OF
 RC1223'THE MOUNT HOOD NATIONAL FOREST, ABOUT 35 YARDS WEST OF SURVEY STATION
 RC1223'890+00, 29 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND 7 FEET
 RC1223'WEST OF A 24-INCH PINE TREE.  A STANDARD DISK, STAMPED G 108 1934 AND
 RC1223'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1493 ***********************************************************************
 RC1493  DESIGNATION -  G 109
 RC1493  PID         -  RC1493
 RC1493  STATE/COUNTY-  OR/HOOD RIVER
 RC1493  USGS QUAD   -  HOOD RIVER (1994)
 RC1493
 RC1493                         *CURRENT SURVEY CONTROL
 RC1493  ___________________________________________________________________
 RC1493* NAD 83(1986)-  45 38 26.     (N)    121 30 51.     (W)     SCALED    
 RC1493* NAVD 88     -       184.115  (meters)     604.05   (feet)  ADJUSTED  
 RC1493  ___________________________________________________________________
 RC1493  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 RC1493  DYNAMIC HT  -         184.102 (meters)     604.01  (feet)  COMP
 RC1493  MODELED GRAV-     980,541.9   (mgal)                       NAVD 88
 RC1493
 RC1493  VERT ORDER  -  SECOND    CLASS 0
 RC1493
 RC1493.The horizontal coordinates were scaled from a topographic map and have
 RC1493.an estimated accuracy of +/- 6 seconds.
 RC1493
 RC1493.The orthometric height was determined by differential leveling
 RC1493.and adjusted in June 1991.
 RC1493
 RC1493.The geoid height was determined by GEOID03.
 RC1493
 RC1493.The dynamic height is computed by dividing the NAVD 88
 RC1493.geopotential number by the normal gravity value computed on the
 RC1493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1493.degrees latitude (g = 980.6199 gals.).
 RC1493
 RC1493.The modeled gravity was interpolated from observed gravity values.
 RC1493
 RC1493;                    North         East    Units  Estimated Accuracy
 RC1493;SPC OR N     -   219,840.    2,420,940.      MT  (+/- 180 meters Scaled)
 RC1493
 RC1493                          SUPERSEDED SURVEY CONTROL
 RC1493
 RC1493  NGVD 29 (??/??/92)  183.078  (m)          600.65   (f) ADJ UNCH    2 0
 RC1493
 RC1493.Superseded values are not recommended for survey control.
 RC1493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1493.See file dsdata.txt to determine how the superseded data were derived.
 RC1493
 RC1493_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR157551(NAD 83)
 RC1493_MARKER: DD = SURVEY DISK
 RC1493_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RC1493_SP_SET: BRIDGE
 RC1493_STAMPING: G 109 1934
 RC1493_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RC1493
 RC1493  HISTORY     - Date     Condition        Report By
 RC1493  HISTORY     - 1934     MONUMENTED       ORDT
 RC1493  HISTORY     - 1961     GOOD             NGS
 RC1493  HISTORY     - 1974     MARK NOT FOUND   ORDT
 RC1493
 RC1493                          STATION DESCRIPTION
 RC1493
 RC1493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RC1493'5.1 MI SE FROM HOOD RIVER.
 RC1493'REACHED FROM THE NORTH END OF THE BRIDGE OVER HOOD RIVER AT THE TOWN
 RC1493'OF HOOD RIVER, GO SOUTHEAST ON STATE HIGHWAY 35 FOR 5.1 MILES TO A
 RC1493'CULVERT, LOCATED IN THE TOP OF THE WEST CONCRETE HEAD WALL.
 RC1493
 RC1493                          STATION RECOVERY (1974)
 RC1493
 RC1493'RECOVERY NOTE BY OREGON DEPARTMENT OF TRANSPORTATION 1974
 RC1493'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1183 ***********************************************************************
 RC1183  DESIGNATION -  G 110
 RC1183  PID         -  RC1183
 RC1183  STATE/COUNTY-  OR/WASCO
 RC1183  USGS QUAD   -  DANT (1962)
 RC1183
 RC1183                         *CURRENT SURVEY CONTROL
 RC1183  ___________________________________________________________________
 RC1183* NAD 83(1986)-  45 02 24.     (N)    121 06 18.     (W)     SCALED    
 RC1183* NAVD 88     -       311.145  (meters)    1020.81   (feet)  ADJUSTED  
 RC1183  ___________________________________________________________________
 RC1183  GEOID HEIGHT-         -21.32  (meters)                     GEOID03
 RC1183  DYNAMIC HT  -         311.073 (meters)    1020.58  (feet)  COMP
 RC1183  MODELED GRAV-     980,381.5   (mgal)                       NAVD 88
 RC1183
 RC1183  VERT ORDER  -  SECOND    CLASS 0
 RC1183
 RC1183.The horizontal coordinates were scaled from a topographic map and have
 RC1183.an estimated accuracy of +/- 6 seconds.
 RC1183
 RC1183.The orthometric height was determined by differential leveling
 RC1183.and adjusted in June 1991.
 RC1183
 RC1183.The geoid height was determined by GEOID03.
 RC1183
 RC1183.The dynamic height is computed by dividing the NAVD 88
 RC1183.geopotential number by the normal gravity value computed on the
 RC1183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1183.degrees latitude (g = 980.6199 gals.).
 RC1183
 RC1183.The modeled gravity was interpolated from observed gravity values.
 RC1183
 RC1183;                    North         East    Units  Estimated Accuracy
 RC1183;SPC OR N     -   152,790.    2,452,340.      MT  (+/- 180 meters Scaled)
 RC1183
 RC1183                          SUPERSEDED SURVEY CONTROL
 RC1183
 RC1183  NGVD 29 (??/??/92)  310.082  (m)         1017.33   (f) ADJ UNCH    2 0
 RC1183
 RC1183.Superseded values are not recommended for survey control.
 RC1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1183.See file dsdata.txt to determine how the superseded data were derived.
 RC1183
 RC1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ492891(NAD 83)
 RC1183_MARKER: DB = BENCH MARK DISK
 RC1183_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 RC1183_SP_SET: UNSPEC. ROCK
 RC1183_STAMPING: G 110 1934
 RC1183_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RC1183
 RC1183  HISTORY     - Date     Condition        Report By
 RC1183  HISTORY     - 1934     MONUMENTED       CGS
 RC1183  HISTORY     - 1985     GOOD             USPSQD
 RC1183  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 RC1183
 RC1183                          STATION DESCRIPTION
 RC1183
 RC1183'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RC1183'7.8 MI N FROM NORTH JUNCTION.
 RC1183'ALONG THE RIGHT OF WAY OF THE OREGON-WASHINGTON RAILROAD AND
 RC1183'NAVIGATION CO., 3.7 MILES NORTH OF TWO SPRINGS, 68 RAILS,
 RC1183'APPROXIMATELY 748 YARDS NORTHWEST OF MILE POST 64, 19 1/2 RAILS
 RC1183'SOUTHWEST OF SOUTHWEST END OF THE SECOND TUNNEL SOUTH OF MAUPIN, 10
 RC1183'RAILS NORTHEAST OF PRIVATE ROAD CROSSING, 40 YARDS NORTHWEST OF MOST
 RC1183'SOUTHERLY OF TWO CABINS, 21 FEET SOUTHEAST OF TRACK, AND SET ON TOP OF
 RC1183'VERY LARGE ROCK.
 RC1183
 RC1183                          STATION RECOVERY (1985)
 RC1183
 RC1183'RECOVERY NOTE BY US POWER SQUADRON 1985 (TCO)
 RC1183'RECOVERED IN GOOD CONDITION.
 RC1183
 RC1183                          STATION RECOVERY (1985)
 RC1183
 RC1183'RECOVERY NOTE BY US POWER SQUADRON 1985
 RC1183'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0859 ***********************************************************************
 QD0859  DESIGNATION -  G 111
 QD0859  PID         -  QD0859
 QD0859  STATE/COUNTY-  OR/DESCHUTES
 QD0859  USGS QUAD   -  REDMOND (1975)
 QD0859
 QD0859                         *CURRENT SURVEY CONTROL
 QD0859  ___________________________________________________________________
 QD0859* NAD 83(1986)-  44 19 06.     (N)    121 10 07.     (W)     SCALED    
 QD0859* NAVD 88     -       900.911  (meters)    2955.74   (feet)  ADJUSTED  
 QD0859  ___________________________________________________________________
 QD0859  GEOID HEIGHT-         -21.14  (meters)                     GEOID03
 QD0859  DYNAMIC HT  -         900.624 (meters)    2954.80  (feet)  COMP
 QD0859  MODELED GRAV-     980,269.6   (mgal)                       NAVD 88
 QD0859
 QD0859  VERT ORDER  -  FIRST     CLASS II
 QD0859
 QD0859.The horizontal coordinates were scaled from a topographic map and have
 QD0859.an estimated accuracy of +/- 6 seconds.
 QD0859
 QD0859.The orthometric height was determined by differential leveling
 QD0859.and adjusted in June 1991.
 QD0859
 QD0859.The geoid height was determined by GEOID03.
 QD0859
 QD0859.The dynamic height is computed by dividing the NAVD 88
 QD0859.geopotential number by the normal gravity value computed on the
 QD0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0859.degrees latitude (g = 980.6199 gals.).
 QD0859
 QD0859.The modeled gravity was interpolated from observed gravity values.
 QD0859
 QD0859;                    North         East    Units  Estimated Accuracy
 QD0859;SPC OR S     -   294,790.    1,446,660.      MT  (+/- 180 meters Scaled)
 QD0859
 QD0859                          SUPERSEDED SURVEY CONTROL
 QD0859
 QD0859  NGVD 29 (??/??/92)  899.816  (m)         2952.15   (f) ADJ UNCH    1 2
 QD0859
 QD0859.Superseded values are not recommended for survey control.
 QD0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0859.See file dsdata.txt to determine how the superseded data were derived.
 QD0859
 QD0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ460088(NAD 83)
 QD0859_MARKER: DD = SURVEY DISK
 QD0859_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QD0859_SP_SET: ABUTMENT
 QD0859_STAMPING: G 111 1926 2953
 QD0859_MARK LOGO: ORHD  
 QD0859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0859+STABILITY: SURFACE MOTION
 QD0859_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QD0859+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1988
 QD0859
 QD0859  HISTORY     - Date     Condition        Report By
 QD0859  HISTORY     - UNK      MONUMENTED       ORDT
 QD0859  HISTORY     - 1934     GOOD             NGS
 QD0859  HISTORY     - 19880715 GOOD             NGS
 QD0859
 QD0859                          STATION DESCRIPTION
 QD0859
 QD0859'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QD0859'0.5 MI N FROM PRINEVILLE JUNCTION.
 QD0859'ALONG THE OLD DALLES-CALIFORNIA HIGHWAY AT RAILROAD MILAGE 131.35, ON
 QD0859'NORTH END OF WEST CONCRETE ABUTMENT OF CULVERT OVER IRRIGATION CANAL.
 QD0859
 QD0859                          STATION RECOVERY (1988)
 QD0859
 QD0859'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QD0859'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  4.9 KM
 QD0859'(3.05 MI) NORTHERLY ALONG U.S. HIGHWAY 97 FROM THE JUNCTION OF STATE
 QD0859'HIGHWAY 126 IN REDMOND, THENCE 0.2 KM (0.10 MI) EASTERLY ALONG ONEIL
 QD0859'HIGHWAY, THENCE 0.7 KM (0.45 MI) NORTH ALONG NORTH CANAL BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0131 ***********************************************************************
 PB0131  DESIGNATION -  G 112
 PB0131  PID         -  PB0131
 PB0131  STATE/COUNTY-  OR/DESCHUTES
 PB0131  USGS QUAD   -  BROTHERS SW (1967)
 PB0131
 PB0131                         *CURRENT SURVEY CONTROL
 PB0131  ___________________________________________________________________
 PB0131* NAD 83(1986)-  43 48 50.     (N)    120 44 43.     (W)     SCALED    
 PB0131* NAVD 88     -      1341.286  (meters)    4400.54   (feet)  ADJUSTED  
 PB0131  ___________________________________________________________________
 PB0131  GEOID HEIGHT-         -20.08  (meters)                     GEOID03
 PB0131  DYNAMIC HT  -        1340.645 (meters)    4398.43  (feet)  COMP
 PB0131  MODELED GRAV-     980,094.3   (mgal)                       NAVD 88
 PB0131
 PB0131  VERT ORDER  -  FIRST     CLASS II
 PB0131
 PB0131.The horizontal coordinates were scaled from a topographic map and have
 PB0131.an estimated accuracy of +/- 6 seconds.
 PB0131
 PB0131.The orthometric height was determined by differential leveling
 PB0131.and adjusted in June 1991.
 PB0131
 PB0131.The geoid height was determined by GEOID03.
 PB0131
 PB0131.The dynamic height is computed by dividing the NAVD 88
 PB0131.geopotential number by the normal gravity value computed on the
 PB0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0131.degrees latitude (g = 980.6199 gals.).
 PB0131
 PB0131.The modeled gravity was interpolated from observed gravity values.
 PB0131
 PB0131;                    North         East    Units  Estimated Accuracy
 PB0131;SPC OR S     -   238,550.    1,480,270.      MT  (+/- 180 meters Scaled)
 PB0131
 PB0131                          SUPERSEDED SURVEY CONTROL
 PB0131
 PB0131  NGVD 29 (??/??/92) 1340.063  (m)         4396.52   (f) ADJ UNCH    1 2
 PB0131
 PB0131.Superseded values are not recommended for survey control.
 PB0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0131.See file dsdata.txt to determine how the superseded data were derived.
 PB0131
 PB0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP813536(NAD 83)
 PB0131_MARKER: DB = BENCH MARK DISK
 PB0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0131_STAMPING: G 112 1934
 PB0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0131+STABILITY: SURFACE MOTION
 PB0131
 PB0131  HISTORY     - Date     Condition        Report By
 PB0131  HISTORY     - 1934     MONUMENTED       CGS
 PB0131
 PB0131                          STATION DESCRIPTION
 PB0131
 PB0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PB0131'12.2 MI SE FROM MILLICAN.
 PB0131'ALONG THE RIGHT OF WAY OF OLD BEND-BURNS HWY. 3 1/4 MI W ALONG A
 PB0131'COUNTY ROAD FROM THE STORE AND SERVICE STATION AT BROTHERS THENCE
 PB0131'ABOUT 3.5 MI W ALONG THE OLD BEND-BURNS ROAD, 1.0 MILES EAST OF WHERE
 PB0131'ROAD TURNS NORTH BY RANCH HOUSE, 0.2 MILES EAST OF ROCKY POINT, 58
 PB0131'FEET SOUTH OF THE CENTERLINE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0496 ***********************************************************************
 RB0496  DESIGNATION -  G 113
 RB0496  PID         -  RB0496
 RB0496  STATE/COUNTY-  OR/UMATILLA
 RB0496  USGS QUAD   -  PENDLETON (1976)
 RB0496
 RB0496                         *CURRENT SURVEY CONTROL
 RB0496  ___________________________________________________________________
 RB0496* NAD 83(1986)-  45 40 10.     (N)    118 47 09.     (W)     SCALED    
 RB0496* NAVD 88     -       328.160  (meters)    1076.64   (feet)  ADJUSTED  
 RB0496  ___________________________________________________________________
 RB0496  GEOID HEIGHT-         -20.81  (meters)                     GEOID03
 RB0496  DYNAMIC HT  -         328.129 (meters)    1076.54  (feet)  COMP
 RB0496  MODELED GRAV-     980,513.6   (mgal)                       NAVD 88
 RB0496
 RB0496  VERT ORDER  -  FIRST     CLASS II
 RB0496
 RB0496.The horizontal coordinates were scaled from a topographic map and have
 RB0496.an estimated accuracy of +/- 6 seconds.
 RB0496
 RB0496.The orthometric height was determined by differential leveling
 RB0496.and adjusted in June 1991.
 RB0496
 RB0496.The geoid height was determined by GEOID03.
 RB0496
 RB0496.The dynamic height is computed by dividing the NAVD 88
 RB0496.geopotential number by the normal gravity value computed on the
 RB0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0496.degrees latitude (g = 980.6199 gals.).
 RB0496
 RB0496.The modeled gravity was interpolated from observed gravity values.
 RB0496
 RB0496;                    North         East    Units  Estimated Accuracy
 RB0496;SPC OR N     -   223,970.    2,633,550.      MT  (+/- 180 meters Scaled)
 RB0496
 RB0496                          SUPERSEDED SURVEY CONTROL
 RB0496
 RB0496  NGVD 29 (??/??/92)  327.15   (m)         1073.3    (f) COMPUTED    1 2
 RB0496
 RB0496.Superseded values are not recommended for survey control.
 RB0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0496.See file dsdata.txt to determine how the superseded data were derived.
 RB0496
 RB0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL608588(NAD 83)
 RB0496_MARKER: DB = BENCH MARK DISK
 RB0496_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RB0496_SP_SET: TELEGRAPH VESTIBULE
 RB0496_STAMPING: G 113 1934
 RB0496_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RB0496_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RB0496+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2007
 RB0496
 RB0496  HISTORY     - Date     Condition        Report By
 RB0496  HISTORY     - 1934     MONUMENTED       CGS
 RB0496  HISTORY     - 20070707 GOOD             GEOCAC
 RB0496
 RB0496                          STATION DESCRIPTION
 RB0496
 RB0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RB0496'IN PENDLETON.
 RB0496'AT THE OREGON-WASHINGTON RAILROAD AND NAVIGATION CO. PASSENGER
 RB0496'STATION, ON THE FACE OF THE TELEGRAPH VESTIBULE, AND SET VERTICALLY.
 RB0496
 RB0496                          STATION RECOVERY (2007)
 RB0496
 RB0496'RECOVERY NOTE BY GEOCACHING 2007 (ADS)
 RB0496'THE OREGON-WASHINGTON RAILROAD AND NAVIGATION CO. PASSENGER STATION IS
 RB0496'NOW THE UMITILLA COUNTY HISTORICAL SOCIETIES HERITAGE STATION MUSEUM.
 RB0496'DISC IS ON THE FACE OF THE TRACKSIDE TELEGRAPH VESTIBULE, AND SET
 RB0496'VERTICALLY IN THE BRICK WALL.
 RB0496' 
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0323 ***********************************************************************
 PB0323  DESIGNATION -  G 114
 PB0323  PID         -  PB0323
 PB0323  STATE/COUNTY-  OR/LAKE
 PB0323  USGS QUAD   -  HAGER MTN (1968)
 PB0323
 PB0323                         *CURRENT SURVEY CONTROL
 PB0323  ___________________________________________________________________
 PB0323* NAD 83(1986)-  43 05 21.     (N)    121 04 01.     (W)     SCALED    
 PB0323* NAVD 88     -      1358.210  (meters)    4456.06   (feet)  ADJUSTED  
 PB0323  ___________________________________________________________________
 PB0323  GEOID HEIGHT-         -20.86  (meters)                     GEOID03
 PB0323  DYNAMIC HT  -        1357.461 (meters)    4453.60  (feet)  COMP
 PB0323  MODELED GRAV-     980,021.3   (mgal)                       NAVD 88
 PB0323
 PB0323  VERT ORDER  -  SECOND    CLASS 0
 PB0323
 PB0323.The horizontal coordinates were scaled from a topographic map and have
 PB0323.an estimated accuracy of +/- 6 seconds.
 PB0323
 PB0323.The orthometric height was determined by differential leveling
 PB0323.and adjusted in June 1991.
 PB0323
 PB0323.The geoid height was determined by GEOID03.
 PB0323
 PB0323.The dynamic height is computed by dividing the NAVD 88
 PB0323.geopotential number by the normal gravity value computed on the
 PB0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0323.degrees latitude (g = 980.6199 gals.).
 PB0323
 PB0323.The modeled gravity was interpolated from observed gravity values.
 PB0323
 PB0323;                    North         East    Units  Estimated Accuracy
 PB0323;SPC OR S     -   158,170.    1,453,840.      MT  (+/- 180 meters Scaled)
 PB0323
 PB0323                          SUPERSEDED SURVEY CONTROL
 PB0323
 PB0323  NGVD 29 (??/??/92) 1356.971  (m)         4452.00   (f) ADJ UNCH    2 0
 PB0323
 PB0323.Superseded values are not recommended for survey control.
 PB0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0323.See file dsdata.txt to determine how the superseded data were derived.
 PB0323
 PB0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFN573725(NAD 83)
 PB0323_MARKER: DB = BENCH MARK DISK
 PB0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0323_STAMPING: G 114 1935
 PB0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0323+STABILITY: SURFACE MOTION
 PB0323
 PB0323  HISTORY     - Date     Condition        Report By
 PB0323  HISTORY     - 1935     MONUMENTED       CGS
 PB0323  HISTORY     - 1968     GOOD             USGS
 PB0323
 PB0323                          STATION DESCRIPTION
 PB0323
 PB0323'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 PB0323'2.7 MI SW FROM SILVER LAKE.
 PB0323'ABOUT 0.5 MILE W ALONG THE FREMONT HIGHWAY FROM THE SCHOOL HOUSE AT
 PB0323'SILVER LAKE, ABOUT 2.2 MILES S TO A ROAD FORK 200 FT S OF CATTLEGUARD,
 PB0323'ABOUT 0.70 MILES S ON DIRT ROAD RIGHT TO A ROAD FORK, ABOUT 168 FT SE
 PB0323'OF ROAD FORK, ABOUT 22 FT E OF ROAD AND 2 FT S OF A STEEL WITNESS
 PB0323'POST.  SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0227 ***********************************************************************
 NY0227  DESIGNATION -  G 115
 NY0227  PID         -  NY0227
 NY0227  STATE/COUNTY-  OR/LAKE
 NY0227  USGS QUAD   -  SYCAN MARSH EAST (1988)
 NY0227
 NY0227                         *CURRENT SURVEY CONTROL
 NY0227  ___________________________________________________________________
 NY0227* NAD 83(1986)-  42 47 13.     (N)    121 03 42.     (W)     SCALED    
 NY0227* NAVD 88     -      1525.745  (meters)    5005.72   (feet)  ADJUSTED  
 NY0227  ___________________________________________________________________
 NY0227  GEOID HEIGHT-         -21.11  (meters)                     GEOID03
 NY0227  DYNAMIC HT  -        1524.796 (meters)    5002.60  (feet)  COMP
 NY0227  MODELED GRAV-     979,945.3   (mgal)                       NAVD 88
 NY0227
 NY0227  VERT ORDER  -  SECOND    CLASS 0
 NY0227
 NY0227.The horizontal coordinates were scaled from a topographic map and have
 NY0227.an estimated accuracy of +/- 6 seconds.
 NY0227
 NY0227.The orthometric height was determined by differential leveling
 NY0227.and adjusted in June 1991.
 NY0227
 NY0227.The geoid height was determined by GEOID03.
 NY0227
 NY0227.The dynamic height is computed by dividing the NAVD 88
 NY0227.geopotential number by the normal gravity value computed on the
 NY0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0227.degrees latitude (g = 980.6199 gals.).
 NY0227
 NY0227.The modeled gravity was interpolated from observed gravity values.
 NY0227
 NY0227;                    North         East    Units  Estimated Accuracy
 NY0227;SPC OR S     -   124,600.    1,454,050.      MT  (+/- 180 meters Scaled)
 NY0227
 NY0227                          SUPERSEDED SURVEY CONTROL
 NY0227
 NY0227  NGVD 29 (??/??/92) 1524.486  (m)         5001.58   (f) ADJ UNCH    2 0
 NY0227
 NY0227.Superseded values are not recommended for survey control.
 NY0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0227.See file dsdata.txt to determine how the superseded data were derived.
 NY0227
 NY0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFN585389(NAD 83)
 NY0227_MARKER: DB = BENCH MARK DISK
 NY0227_SETTING: 66 = SET IN ROCK OUTCROP
 NY0227_SP_SET: BEDROCK
 NY0227_STAMPING: G 115 1935
 NY0227_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NY0227+STABILITY: POSITION/ELEVATION WELL
 NY0227
 NY0227  HISTORY     - Date     Condition        Report By
 NY0227  HISTORY     - 1935     MONUMENTED       CGS
 NY0227  HISTORY     - 1936     GOOD             NGS
 NY0227
 NY0227                          STATION DESCRIPTION
 NY0227
 NY0227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 NY0227'26.9 MI S FROM SILVER LAKE.
 NY0227'26.9 MILES S ALONG THE BLY ROAD FROM SCHOOL HOUSE ALONG THE ROAD FROM
 NY0227'SILVER LAKE VIA SYCAN TO BLY.  .07 MILE NE OF THE ZX RANCH HOUSE. 120
 NY0227'FEET N OF THE CENTER OF THE JUNCTION OF ROAD EAST TO PAISLEY. 112 FEET
 NY0227'NW OF ANGLE IN TELEPHONE LINE.  15 FEET W OF THE CENTER OF THE ROAD.
 NY0227'2.5 FEET E OF FENCE.  SET ON TOP OF EXPOSED BEDROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0251 ***********************************************************************
 NY0251  DESIGNATION -  G 116
 NY0251  PID         -  NY0251
 NY0251  STATE/COUNTY-  OR/KLAMATH
 NY0251  USGS QUAD   -  RODEO BUTTE (1988)
 NY0251
 NY0251                         *CURRENT SURVEY CONTROL
 NY0251  ___________________________________________________________________
 NY0251* NAD 83(1986)-  42 30 01.     (N)    121 05 46.     (W)     SCALED    
 NY0251* NAVD 88     -      1346.877  (meters)    4418.88   (feet)  ADJUSTED  
 NY0251  ___________________________________________________________________
 NY0251  GEOID HEIGHT-         -21.66  (meters)                     GEOID03
 NY0251  DYNAMIC HT  -        1346.036 (meters)    4416.12  (feet)  COMP
 NY0251  MODELED GRAV-     979,950.4   (mgal)                       NAVD 88
 NY0251
 NY0251  VERT ORDER  -  SECOND    CLASS 0
 NY0251
 NY0251.The horizontal coordinates were scaled from a topographic map and have
 NY0251.an estimated accuracy of +/- 6 seconds.
 NY0251
 NY0251.The orthometric height was determined by differential leveling
 NY0251.and adjusted in June 1991.
 NY0251
 NY0251.The geoid height was determined by GEOID03.
 NY0251
 NY0251.The dynamic height is computed by dividing the NAVD 88
 NY0251.geopotential number by the normal gravity value computed on the
 NY0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0251.degrees latitude (g = 980.6199 gals.).
 NY0251
 NY0251.The modeled gravity was interpolated from observed gravity values.
 NY0251
 NY0251;                    North         East    Units  Estimated Accuracy
 NY0251;SPC OR S     -    92,780.    1,451,000.      MT  (+/- 180 meters Scaled)
 NY0251
 NY0251                          SUPERSEDED SURVEY CONTROL
 NY0251
 NY0251  NGVD 29 (??/??/92) 1345.692  (m)         4414.99   (f) ADJ UNCH    2 0
 NY0251
 NY0251.Superseded values are not recommended for survey control.
 NY0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0251.See file dsdata.txt to determine how the superseded data were derived.
 NY0251
 NY0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFN564070(NAD 83)
 NY0251_MARKER: DB = BENCH MARK DISK
 NY0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NY0251_STAMPING: G-116 1935
 NY0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0251+STABILITY: SURFACE MOTION
 NY0251
 NY0251  HISTORY     - Date     Condition        Report By
 NY0251  HISTORY     - 1935     MONUMENTED       CGS
 NY0251  HISTORY     - 1936     GOOD             NGS
 NY0251
 NY0251                          STATION DESCRIPTION
 NY0251
 NY0251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 NY0251'8.5 MI N FROM BLY.
 NY0251'8.5 MILES NORTH OF AND ALONG THE ROAD TO SILVER LAKE VIA SYCAN 5 MILES
 NY0251'NORTH OF THE JUNCTION OF THE SILVER LAKE ROAD AND O. S. H. NO. 66, 1/4
 NY0251'MILE NORTHEAST OF LAVA TOPPED MESA, 16 FEET WEST OF AND 5 FEET NORTH
 NY0251'OF SIGN WHICH READS, CORNER OF SECTIONS 29, 30 31, AND 32, T 35S, R 14
 NY0251'E, 13 FEET NORTH OF A LARGE PINE TREE AT A T FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0401 ***********************************************************************
 RD0401  DESIGNATION -  G 117
 RD0401  PID         -  RD0401
 RD0401  STATE/COUNTY-  OR/MULTNOMAH
 RD0401  USGS QUAD   -  PORTLAND (1990)
 RD0401
 RD0401                         *CURRENT SURVEY CONTROL
 RD0401  ___________________________________________________________________
 RD0401* NAD 83(1986)-  45 30 40.     (N)    122 42 23.     (W)     SCALED    
 RD0401* NAVD 88     -       119.978  (meters)     393.63   (feet)  ADJUSTED  
 RD0401  ___________________________________________________________________
 RD0401  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 RD0401  DYNAMIC HT  -         119.978 (meters)     393.63  (feet)  COMP
 RD0401  MODELED GRAV-     980,613.2   (mgal)                       NAVD 88
 RD0401
 RD0401  VERT ORDER  -  SECOND    CLASS 0
 RD0401
 RD0401.The horizontal coordinates were scaled from a topographic map and have
 RD0401.an estimated accuracy of +/- 6 seconds.
 RD0401
 RD0401.The orthometric height was determined by differential leveling
 RD0401.and adjusted in June 1991.
 RD0401
 RD0401.The geoid height was determined by GEOID03.
 RD0401
 RD0401.The dynamic height is computed by dividing the NAVD 88
 RD0401.geopotential number by the normal gravity value computed on the
 RD0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0401.degrees latitude (g = 980.6199 gals.).
 RD0401
 RD0401.The modeled gravity was interpolated from observed gravity values.
 RD0401
 RD0401;                    North         East    Units  Estimated Accuracy
 RD0401;SPC OR N     -   207,310.    2,327,620.      MT  (+/- 180 meters Scaled)
 RD0401
 RD0401                          SUPERSEDED SURVEY CONTROL
 RD0401
 RD0401  NGVD 29 (??/??/92)  118.904  (m)          390.10   (f) ADJ UNCH    2 0
 RD0401
 RD0401.Superseded values are not recommended for survey control.
 RD0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0401.See file dsdata.txt to determine how the superseded data were derived.
 RD0401
 RD0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER229397(NAD 83)
 RD0401_MARKER: DB = BENCH MARK DISK
 RD0401_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD0401_SP_SET: WALL
 RD0401_STAMPING: G 117 1941 390.104
 RD0401_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0401
 RD0401  HISTORY     - Date     Condition        Report By
 RD0401  HISTORY     - 1941     MONUMENTED       ORGS
 RD0401  HISTORY     - 1952     GOOD             NGS
 RD0401  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 RD0401  HISTORY     - 19940628 MARK NOT FOUND   USPSQD
 RD0401
 RD0401                          STATION DESCRIPTION
 RD0401
 RD0401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 RD0401'1.7 MI W FROM PORTLAND.
 RD0401'ABOUT 1.7 MILES WEST ALONG STATE HIGHWAYS 2 AND 6 FROM THE CITY HALL
 RD0401'AT PORTLAND, MULTNOMAH COUNTY, SOUTH OF THE HIGHWAY, IN THE TOP OF THE
 RD0401'WEST END OF A MASONRY WALL, AND 1 FOOT EAST OF AN END POST.  A
 RD0401'STANDARD USC AND GS AND STATE SURVEY DISK.  DISK STAMPED 390.104.
 RD0401
 RD0401                          STATION RECOVERY (1989)
 RD0401
 RD0401'RECOVERY NOTE BY US POWER SQUADRON 1989 (FV)
 RD0401'MARK NOT FOUND.
 RD0401
 RD0401                          STATION RECOVERY (1994)
 RD0401
 RD0401'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD0401'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0098 ***********************************************************************
 NX0098  DESIGNATION -  G 119
 NX0098  PID         -  NX0098
 NX0098  STATE/COUNTY-  OR/HARNEY
 NX0098  USGS QUAD   -  SQUARE MOUNTAIN (1971)
 NX0098
 NX0098                         *CURRENT SURVEY CONTROL
 NX0098  ___________________________________________________________________
 NX0098* NAD 83(1986)-  42 22 21.     (N)    118 53 06.     (W)     SCALED    
 NX0098* NAVD 88     -      1402.578  (meters)    4601.62   (feet)  ADJUSTED  
 NX0098  ___________________________________________________________________
 NX0098  GEOID HEIGHT-         -19.62  (meters)                     GEOID03
 NX0098  DYNAMIC HT  -        1401.690 (meters)    4598.71  (feet)  COMP
 NX0098  MODELED GRAV-     979,939.8   (mgal)                       NAVD 88
 NX0098
 NX0098  VERT ORDER  -  SECOND    CLASS 0
 NX0098
 NX0098.The horizontal coordinates were scaled from a topographic map and have
 NX0098.an estimated accuracy of +/- 6 seconds.
 NX0098
 NX0098.The orthometric height was determined by differential leveling
 NX0098.and adjusted in June 1991.
 NX0098
 NX0098.The geoid height was determined by GEOID03.
 NX0098
 NX0098.The dynamic height is computed by dividing the NAVD 88
 NX0098.geopotential number by the normal gravity value computed on the
 NX0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0098.degrees latitude (g = 980.6199 gals.).
 NX0098
 NX0098.The modeled gravity was interpolated from observed gravity values.
 NX0098
 NX0098;                    North         East    Units  Estimated Accuracy
 NX0098;SPC OR S     -    79,690.    1,633,010.      MT  (+/- 180 meters Scaled)
 NX0098
 NX0098                          SUPERSEDED SURVEY CONTROL
 NX0098
 NX0098  NGVD 29 (??/??/92) 1401.411  (m)         4597.80   (f) ADJ UNCH    2 0
 NX0098
 NX0098.Superseded values are not recommended for survey control.
 NX0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NX0098.See file dsdata.txt to determine how the superseded data were derived.
 NX0098
 NX0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG448928(NAD 83)
 NX0098_MARKER: DB = BENCH MARK DISK
 NX0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NX0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NX0098_STAMPING: G 119 1934
 NX0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NX0098+STABILITY: SURFACE MOTION
 NX0098
 NX0098  HISTORY     - Date     Condition        Report By
 NX0098  HISTORY     - 1934     MONUMENTED       CGS
 NX0098  HISTORY     - 1973     GOOD             USGS
 NX0098
 NX0098                          STATION DESCRIPTION
 NX0098
 NX0098'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 NX0098'24.4 MI S FROM BLITZEN.
 NX0098'ABOUT 13.8 MILES NW ALONG THE BLITZEN ROAD FROM PO AT FIELDS, BLITZEN,
 NX0098'9.2 MILES S. AND E. TO ROAD FORK, TURN RIGHT, SOUTH 15.2 MILES ALONG
 NX0098'COUNTY ROAD TOWARDS FIELDS.  75 FEET EAST OF MAIN ROAD, 26 FEET WEST
 NX0098'OF DIM TRACK ROAD, 2.5 FEET EAST OF WITNESS SIGN.  SET IN TOP OF A
 NX0098'CONCRETE POST PROJECTING 0.6 FOOT, A STANDARD DISK STAMPED G 119 1934.
 NX0098'POINT IS 0.4 MI S. OF POWER LINE CROSSING COUNTY ROAD AND ABOUT 14.6
 NX0098'MILES NW OF FIELDS ALONG COUNTY ROAD TOWARDS FRENCHGLEN.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0539 ***********************************************************************
 QE0539  DESIGNATION -  G 12
 QE0539  PID         -  QE0539
 QE0539  STATE/COUNTY-  OR/LINN
 QE0539  USGS QUAD   -  TANGENT (1986)
 QE0539
 QE0539                         *CURRENT SURVEY CONTROL
 QE0539  ___________________________________________________________________
 QE0539* NAD 83(1986)-  44 30 17.     (N)    123 06 29.     (W)     SCALED    
 QE0539* NAVD 88     -        77.336  (meters)     253.73   (feet)  ADJUSTED  
 QE0539  ___________________________________________________________________
 QE0539  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 QE0539  DYNAMIC HT  -          77.329 (meters)     253.70  (feet)  COMP
 QE0539  MODELED GRAV-     980,534.2   (mgal)                       NAVD 88
 QE0539
 QE0539  VERT ORDER  -  FIRST     CLASS II
 QE0539
 QE0539.The horizontal coordinates were scaled from a topographic map and have
 QE0539.an estimated accuracy of +/- 6 seconds.
 QE0539
 QE0539.The orthometric height was determined by differential leveling
 QE0539.and adjusted in June 1991.
 QE0539
 QE0539.The geoid height was determined by GEOID03.
 QE0539
 QE0539.The dynamic height is computed by dividing the NAVD 88
 QE0539.geopotential number by the normal gravity value computed on the
 QE0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0539.degrees latitude (g = 980.6199 gals.).
 QE0539
 QE0539.The modeled gravity was interpolated from observed gravity values.
 QE0539
 QE0539;                    North         East    Units  Estimated Accuracy
 QE0539;SPC OR N     -    96,470.    2,292,640.      MT  (+/- 180 meters Scaled)
 QE0539
 QE0539                          SUPERSEDED SURVEY CONTROL
 QE0539
 QE0539  NGVD 29 (??/??/92)   76.306  (m)          250.35   (f) ADJ UNCH    1 2
 QE0539
 QE0539.Superseded values are not recommended for survey control.
 QE0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0539.See file dsdata.txt to determine how the superseded data were derived.
 QE0539
 QE0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ914279(NAD 83)
 QE0539_MARKER: DB = BENCH MARK DISK
 QE0539_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QE0539_SP_SET: RETAINING WALL
 QE0539_STAMPING: G 12 1920 ELEV 249.914 FT
 QE0539_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0539
 QE0539  HISTORY     - Date     Condition        Report By
 QE0539  HISTORY     - 1920     MONUMENTED       CGS
 QE0539  HISTORY     - 1934     GOOD             NGS
 QE0539  HISTORY     - 1985     GOOD             USPSQD
 QE0539  HISTORY     - 1987     MARK NOT FOUND   NGS
 QE0539
 QE0539                          STATION DESCRIPTION
 QE0539
 QE0539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QE0539'2.6 MI S FROM TANGENT.
 QE0539'ABOUT 2.6 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM
 QE0539'TANGENT, LINN COUNTY, AT RAILROAD MILEAGE 682.0, AT PACIFIC HIGHWAY
 QE0539'MILEAGE 87.6, ON THE SOUTHWEST RETAINING WALL OF THE RAILROAD BRIDGE
 QE0539'OVER THE CALAPOOYA RIVER.  A STANDARD DISK STAMPED G 12 1920 ELEV
 QE0539'249.914 FT.
 QE0539
 QE0539                          STATION RECOVERY (1985)
 QE0539
 QE0539'RECOVERY NOTE BY US POWER SQUADRON 1985
 QE0539'RECOVERED IN GOOD CONDITION.
 QE0539
 QE0539                          STATION RECOVERY (1987)
 QE0539
 QE0539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE0539'THERE IS NEW CONCRETE ON TOP OF THE RETAINING WALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0164 ***********************************************************************
 NX0164  DESIGNATION -  G 120
 NX0164  PID         -  NX0164
 NX0164  STATE/COUNTY-  OR/LAKE
 NX0164  USGS QUAD   -  FLAGSTAFF LAKE (1967)
 NX0164
 NX0164                         *CURRENT SURVEY CONTROL
 NX0164  ___________________________________________________________________
 NX0164* NAD 83(1986)-  42 34 27.     (N)    119 52 29.     (W)     SCALED    
 NX0164* NAVD 88     -      1365.303  (meters)    4479.33   (feet)  ADJUSTED  
 NX0164  ___________________________________________________________________
 NX0164  GEOID HEIGHT-         -20.27  (meters)                     GEOID03
 NX0164  DYNAMIC HT  -        1364.475 (meters)    4476.62  (feet)  COMP
 NX0164  MODELED GRAV-     979,967.5   (mgal)                       NAVD 88
 NX0164
 NX0164  VERT ORDER  -  SECOND    CLASS 0
 NX0164
 NX0164.The horizontal coordinates were scaled from a topographic map and have
 NX0164.an estimated accuracy of +/- 6 seconds.
 NX0164
 NX0164.The orthometric height was determined by differential leveling
 NX0164.and adjusted in June 1991.
 NX0164
 NX0164.The geoid height was determined by GEOID03.
 NX0164
 NX0164.The dynamic height is computed by dividing the NAVD 88
 NX0164.geopotential number by the normal gravity value computed on the
 NX0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0164.degrees latitude (g = 980.6199 gals.).
 NX0164
 NX0164.The modeled gravity was interpolated from observed gravity values.
 NX0164
 NX0164;                    North         East    Units  Estimated Accuracy
 NX0164;SPC OR S     -   101,000.    1,551,330.      MT  (+/- 180 meters Scaled)
 NX0164
 NX0164                          SUPERSEDED SURVEY CONTROL
 NX0164
 NX0164  NGVD 29 (??/??/92) 1364.123  (m)         4475.46   (f) ADJ UNCH    2 0
 NX0164
 NX0164.Superseded values are not recommended for survey control.
 NX0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NX0164.See file dsdata.txt to determine how the superseded data were derived.
 NX0164
 NX0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKH640175(NAD 83)
 NX0164_MARKER: DB = BENCH MARK DISK
 NX0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NX0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NX0164_STAMPING: G 120 1934
 NX0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NX0164+STABILITY: SURFACE MOTION
 NX0164
 NX0164  HISTORY     - Date     Condition        Report By
 NX0164  HISTORY     - 1934     MONUMENTED       CGS
 NX0164
 NX0164                          STATION DESCRIPTION
 NX0164
 NX0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NX0164'2.1 MI N FROM GOVERNMENT WELL.
 NX0164'2.1 MILES NORTH ALONG THE OO RANCH-PLUSH ROAD FROM GOVERNMENT WELL,
 NX0164'LAKE COUNTY, AND 50 FEET EAST OF THE ROAD.  A STANDARD DISK, STAMPED G
 NX0164'120 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0697 ***********************************************************************
 QB0697  DESIGNATION -  G 122
 QB0697  PID         -  QB0697
 QB0697  STATE/COUNTY-  OR/MALHEUR
 QB0697  USGS QUAD   -  PAYETTE (1974)
 QB0697
 QB0697                         *CURRENT SURVEY CONTROL
 QB0697  ___________________________________________________________________
 QB0697* NAD 83(1986)-  44 01 33.     (N)    116 58 13.     (W)     SCALED    
 QB0697* NAVD 88     -       656.285  (meters)    2153.16   (feet)  ADJUSTED  
 QB0697  ___________________________________________________________________
 QB0697  GEOID HEIGHT-         -17.76  (meters)                     GEOID03
 QB0697  DYNAMIC HT  -         656.086 (meters)    2152.51  (feet)  COMP
 QB0697  MODELED GRAV-     980,295.1   (mgal)                       NAVD 88
 QB0697
 QB0697  VERT ORDER  -  FIRST     CLASS II
 QB0697
 QB0697.The horizontal coordinates were scaled from a topographic map and have
 QB0697.an estimated accuracy of +/- 6 seconds.
 QB0697
 QB0697.The orthometric height was determined by differential leveling
 QB0697.and adjusted in June 1991.
 QB0697
 QB0697.The geoid height was determined by GEOID03.
 QB0697
 QB0697.The dynamic height is computed by dividing the NAVD 88
 QB0697.geopotential number by the normal gravity value computed on the
 QB0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0697.degrees latitude (g = 980.6199 gals.).
 QB0697
 QB0697.The modeled gravity was interpolated from observed gravity values.
 QB0697
 QB0697;                    North         East    Units  Estimated Accuracy
 QB0697;SPC OR S     -   268,040.    1,782,900.      MT  (+/- 180 meters Scaled)
 QB0697
 QB0697                          SUPERSEDED SURVEY CONTROL
 QB0697
 QB0697  NGVD 29 (??/??/92)  655.308  (m)         2149.96   (f) ADJ UNCH    1 2
 QB0697
 QB0697.Superseded values are not recommended for survey control.
 QB0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0697.See file dsdata.txt to determine how the superseded data were derived.
 QB0697
 QB0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ023747(NAD 83)
 QB0697_MARKER: DB = BENCH MARK DISK
 QB0697_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QB0697_SP_SET: STEP
 QB0697_STAMPING: G 122 1941
 QB0697_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB0697
 QB0697  HISTORY     - Date     Condition        Report By
 QB0697  HISTORY     - 1941     MONUMENTED       CGS
 QB0697  HISTORY     - 1985     MARK NOT FOUND   NGS
 QB0697  HISTORY     - 19880318 MARK NOT FOUND   USPSQD
 QB0697
 QB0697                          STATION DESCRIPTION
 QB0697
 QB0697'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 QB0697'IN ONTARIO.
 QB0697'AT ONTARIO, MALHEUR COUNTY, AT THE SOUTH SIDE OF SOUTHWEST SECOND
 QB0697'AVENUE BETWEEN SOUTHWEST FIFTH STREET AND SOUTHWEST SIXTH STREET, AT
 QB0697'THE JUNIOR HIGH SCHOOL, 78 FEET SOUTH OF THE AVENUE, 4 FEET NORTH OF
 QB0697'THE ENTRANCE, AND IN THE TOP STEP.  A STANDARD DISK, STAMPED G 122
 QB0697'1941.
 QB0697
 QB0697                          STATION RECOVERY (1985)
 QB0697
 QB0697'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QB0697'EVIDENCE WAS FOUND THAT THIS MARK HAS BEEN DESTROYED.
 QB0697
 QB0697                          STATION RECOVERY (1988)
 QB0697
 QB0697'RECOVERY NOTE BY US POWER SQUADRON 1988 (RA)
 QB0697'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0174 ***********************************************************************
 QE0174  DESIGNATION -  G 126
 QE0174  PID         -  QE0174
 QE0174  STATE/COUNTY-  OR/LINN
 QE0174  USGS QUAD   -  CASCADIA (1994)
 QE0174
 QE0174                         *CURRENT SURVEY CONTROL
 QE0174  ___________________________________________________________________
 QE0174* NAD 83(1986)-  44 23 44.     (N)    122 24 50.     (W)     SCALED    
 QE0174* NAVD 88     -       314.64   (+/-2cm)    1032.3    (feet)  VERTCON   
 QE0174  ___________________________________________________________________
 QE0174  GEOID HEIGHT-         -22.55  (meters)                     GEOID03
 QE0174  VERT ORDER  -  THIRD (See Below)
 QE0174
 QE0174.The horizontal coordinates were scaled from a topographic map and have
 QE0174.an estimated accuracy of +/- 6 seconds.
 QE0174
 QE0174.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE0174.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE0174.The vertical order pertains to the NGVD 29 superseded value.
 QE0174
 QE0174.The geoid height was determined by GEOID03.
 QE0174
 QE0174;                    North         East    Units  Estimated Accuracy
 QE0174;SPC OR N     -    82,800.    2,347,530.      MT  (+/- 180 meters Scaled)
 QE0174
 QE0174                          SUPERSEDED SURVEY CONTROL
 QE0174
 QE0174  NGVD 29 (??/??/??)  313.55   (m)         1028.7    (f) RESET       3  
 QE0174
 QE0174.Superseded values are not recommended for survey control.
 QE0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0174.See file dsdata.txt to determine how the superseded data were derived.
 QE0174
 QE0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ466159(NAD 83)
 QE0174_MARKER: DD = SURVEY DISK
 QE0174_SETTING: 66 = SET IN ROCK OUTCROP
 QE0174_SP_SET: ROCK LEDGE
 QE0174_STAMPING: G 126 1941
 QE0174_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QE0174+STABILITY: POSITION/ELEVATION WELL
 QE0174
 QE0174  HISTORY     - Date     Condition        Report By
 QE0174  HISTORY     - 1941     MONUMENTED       ORDT
 QE0174  HISTORY     - 1963     GOOD             NGS
 QE0174
 QE0174                          STATION DESCRIPTION
 QE0174
 QE0174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 QE0174'4.0 MI E FROM CASCADIA.
 QE0174'4.0 MILES EAST ALONG U.S. HIGHWAY 20 FROM THE CASCADIA SCHOOL, 165
 QE0174'FEET NORTHWEST OF MILE POST NO. 45, 25 FEET SOUTHEAST OF THE SOUTHWEST
 QE0174'END OF A CULVERT UNDER THE HIGHWAY, 22 FEET SOUTHWEST OF THE CENTER OF
 QE0174'THE HIGHWAY IN A ROCK LEDGE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH0886 ***********************************************************************
 OH0886  DESIGNATION -  G 128
 OH0886  PID         -  OH0886
 OH0886  STATE/COUNTY-  OR/MALHEUR
 OH0886  USGS QUAD   -  HOOKER CREEK (1969)
 OH0886
 OH0886                         *CURRENT SURVEY CONTROL
 OH0886  ___________________________________________________________________
 OH0886* NAD 83(1986)-  43 00 19.     (N)    117 03 25.     (W)     SCALED    
 OH0886* NAVD 88     -      1389.883  (meters)    4559.97   (feet)  ADJUSTED  
 OH0886  ___________________________________________________________________
 OH0886  GEOID HEIGHT-         -16.95  (meters)                     GEOID03
 OH0886  DYNAMIC HT  -        1389.144 (meters)    4557.55  (feet)  COMP
 OH0886  MODELED GRAV-     980,039.7   (mgal)                       NAVD 88
 OH0886
 OH0886  VERT ORDER  -  SECOND    CLASS 0
 OH0886
 OH0886.The horizontal coordinates were scaled from a topographic map and have
 OH0886.an estimated accuracy of +/- 6 seconds.
 OH0886
 OH0886.The orthometric height was determined by differential leveling
 OH0886.and adjusted in June 1991.
 OH0886
 OH0886.The geoid height was determined by GEOID03.
 OH0886
 OH0886.The dynamic height is computed by dividing the NAVD 88
 OH0886.geopotential number by the normal gravity value computed on the
 OH0886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0886.degrees latitude (g = 980.6199 gals.).
 OH0886
 OH0886.The modeled gravity was interpolated from observed gravity values.
 OH0886
 OH0886;                    North         East    Units  Estimated Accuracy
 OH0886;SPC OR S     -   154,470.    1,780,620.      MT  (+/- 180 meters Scaled)
 OH0886
 OH0886                          SUPERSEDED SURVEY CONTROL
 OH0886
 OH0886  NGVD 29 (??/??/92) 1388.824  (m)         4556.50   (f) ADJ UNCH    2 0
 OH0886
 OH0886.Superseded values are not recommended for survey control.
 OH0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0886.See file dsdata.txt to determine how the superseded data were derived.
 OH0886
 OH0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH953614(NAD 83)
 OH0886_MARKER: DB = BENCH MARK DISK
 OH0886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0886_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0886_STAMPING: G 128 1934
 OH0886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0886+STABILITY: SURFACE MOTION
 OH0886
 OH0886  HISTORY     - Date     Condition        Report By
 OH0886  HISTORY     - 1934     MONUMENTED       CGS
 OH0886  HISTORY     - 1969     GOOD             NGS
 OH0886
 OH0886                          STATION DESCRIPTION
 OH0886
 OH0886'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OH0886'2.3 MI N FROM JORDAN VALLEY.
 OH0886'2.3 MILES NORTH ALONG A WINDING ROAD (BOUNDED ON ALL SIDES BUT THE
 OH0886'SOUTH SIDE BY HIGHER GROUND) FROM THE JORDAN VALLEY HOTEL AT JORDAN
 OH0886'VALLEY, MALHEUR COUNTY, 50 FEET WEST OF THE CENTERLINE OF THE ROAD,
 OH0886'AND ABOUT 4 FEET HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED G 128
 OH0886'1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- 1.8 MILES NORTH
 OH0886'ALONG U.S. HIGHWAY 95 THENCE 0.4 MILES EAST ALONG DIRT TO CROSSROAD,
 OH0886'THENCE (NORTH) LEFT 0.3 MILES TO BENCH MARK, 50 FEET WEST OF ROAD.
 OH0886
 OH0886                          STATION RECOVERY (1969)
 OH0886
 OH0886'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 OH0886'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0200 ***********************************************************************
 NW0200  DESIGNATION -  G 129
 NW0200  PID         -  NW0200
 NW0200  STATE/COUNTY-  OR/MALHEUR
 NW0200  USGS QUAD   -  THREE MAN BUTTE WELL (1982)
 NW0200
 NW0200                         *CURRENT SURVEY CONTROL
 NW0200  ___________________________________________________________________
 NW0200* NAD 83(1986)-  42 29 23.     (N)    117 52 57.     (W)     SCALED    
 NW0200* NAVD 88     -      1317.944  (meters)    4323.95   (feet)  ADJUSTED  
 NW0200  ___________________________________________________________________
 NW0200  GEOID HEIGHT-         -18.44  (meters)                     GEOID03
 NW0200  DYNAMIC HT  -        1317.177 (meters)    4321.44  (feet)  COMP
 NW0200  MODELED GRAV-     979,992.9   (mgal)                       NAVD 88
 NW0200
 NW0200  VERT ORDER  -  SECOND    CLASS 0
 NW0200
 NW0200.The horizontal coordinates were scaled from a topographic map and have
 NW0200.an estimated accuracy of +/- 6 seconds.
 NW0200
 NW0200.The orthometric height was determined by differential leveling
 NW0200.and adjusted in June 1991.
 NW0200
 NW0200.The geoid height was determined by GEOID03.
 NW0200
 NW0200.The dynamic height is computed by dividing the NAVD 88
 NW0200.geopotential number by the normal gravity value computed on the
 NW0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0200.degrees latitude (g = 980.6199 gals.).
 NW0200
 NW0200.The modeled gravity was interpolated from observed gravity values.
 NW0200
 NW0200;                    North         East    Units  Estimated Accuracy
 NW0200;SPC OR S     -    94,790.    1,715,150.      MT  (+/- 180 meters Scaled)
 NW0200
 NW0200                          SUPERSEDED SURVEY CONTROL
 NW0200
 NW0200  NGVD 29 (??/??/92) 1316.835  (m)         4320.32   (f) ADJ UNCH    2 0
 NW0200
 NW0200.Superseded values are not recommended for survey control.
 NW0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0200.See file dsdata.txt to determine how the superseded data were derived.
 NW0200
 NW0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH274045(NAD 83)
 NW0200_MARKER: DB = BENCH MARK DISK
 NW0200_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 NW0200_SP_SET: ROCK
 NW0200_STAMPING: G 129 1934
 NW0200_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0200
 NW0200  HISTORY     - Date     Condition        Report By
 NW0200  HISTORY     - 1934     MONUMENTED       CGS
 NW0200  HISTORY     - 1957     GOOD             NGS
 NW0200
 NW0200                          STATION DESCRIPTION
 NW0200
 NW0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NW0200'29.4 MI S FROM ROME.
 NW0200'29.4 MILES SOUTH ALONG A ROAD FROM ROME, MALHEUR COUNTY, 18.6 MILES
 NW0200'SOUTH OF A FORK IN THE ROAD, NEAR THE MIDDLE OF A STRAIGHT PORTION OF
 NW0200'THE OLD IDAHO-OREGON-NEVADA HIGHWAY, 90 FEET WEST OF THE OLD HIGHWAY,
 NW0200'90 FEET EAST OF SURVEY STAKE 1864 FOR THE IDAHO-OREGON-NEVADA HIGHWAY,
 NW0200'AND IN A ROCK FLUSH WITH THE GROUND.  A STANDARD DISK, STAMPED G 129
 NW0200'1934.
 NW0200
 NW0200                          STATION RECOVERY (1957)
 NW0200
 NW0200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 NW0200'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0235 ***********************************************************************
 NW0235  DESIGNATION -  G 130
 NW0235  PID         -  NW0235
 NW0235  STATE/COUNTY-  OR/MALHEUR
 NW0235  USGS QUAD   -  ROME (1972)
 NW0235
 NW0235                         *CURRENT SURVEY CONTROL
 NW0235  ___________________________________________________________________
 NW0235* NAD 83(1986)-  42 47 47.     (N)    117 40 51.     (W)     SCALED    
 NW0235* NAVD 88     -      1188.223  (meters)    3898.36   (feet)  ADJUSTED  
 NW0235  ___________________________________________________________________
 NW0235  GEOID HEIGHT-         -18.15  (meters)                     GEOID03
 NW0235  DYNAMIC HT  -        1187.624 (meters)    3896.40  (feet)  COMP
 NW0235  MODELED GRAV-     980,075.2   (mgal)                       NAVD 88
 NW0235
 NW0235  VERT ORDER  -  SECOND    CLASS 0
 NW0235
 NW0235.The horizontal coordinates were scaled from a topographic map and have
 NW0235.an estimated accuracy of +/- 6 seconds.
 NW0235
 NW0235.The orthometric height was determined by differential leveling
 NW0235.and adjusted in June 1991.
 NW0235
 NW0235.The geoid height was determined by GEOID03.
 NW0235
 NW0235.The dynamic height is computed by dividing the NAVD 88
 NW0235.geopotential number by the normal gravity value computed on the
 NW0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0235.degrees latitude (g = 980.6199 gals.).
 NW0235
 NW0235.The modeled gravity was interpolated from observed gravity values.
 NW0235
 NW0235;                    North         East    Units  Estimated Accuracy
 NW0235;SPC OR S     -   129,370.    1,730,570.      MT  (+/- 180 meters Scaled)
 NW0235
 NW0235                          SUPERSEDED SURVEY CONTROL
 NW0235
 NW0235  NGVD 29 (??/??/92) 1187.196  (m)         3894.99   (f) ADJ UNCH    2 0
 NW0235
 NW0235.Superseded values are not recommended for survey control.
 NW0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0235.See file dsdata.txt to determine how the superseded data were derived.
 NW0235
 NW0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH443384(NAD 83)
 NW0235_MARKER: DB = BENCH MARK DISK
 NW0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NW0235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NW0235_STAMPING: G 130 1934
 NW0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NW0235+STABILITY: SURFACE MOTION
 NW0235
 NW0235  HISTORY     - Date     Condition        Report By
 NW0235  HISTORY     - 1934     MONUMENTED       CGS
 NW0235  HISTORY     - 19721031 GOOD             USGS
 NW0235
 NW0235                          STATION DESCRIPTION
 NW0235
 NW0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NW0235'4.7 MI S FROM ROME.
 NW0235'4.7 MILES SOUTH ALONG A ROAD FROM ROME, MALHEUR COUNTY, ON THE TOP OF
 NW0235'A SMALL HILL, AND 25 FEET WEST OF THE ROAD.  A STANDARD DISK, STAMPED
 NW0235'G 130 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NW0235
 NW0235                          STATION RECOVERY (1972)
 NW0235
 NW0235'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (KWC)
 NW0235'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH0875 ***********************************************************************
 OH0875  DESIGNATION -  G 131
 OH0875  PID         -  OH0875
 OH0875  STATE/COUNTY-  OR/MALHEUR
 OH0875  USGS QUAD   -  ROCKVILLE (1967)
 OH0875
 OH0875                         *CURRENT SURVEY CONTROL
 OH0875  ___________________________________________________________________
 OH0875* NAD 83(1986)-  43 18 00.     (N)    117 06 22.     (W)     SCALED    
 OH0875* NAVD 88     -      1191.539  (meters)    3909.24   (feet)  ADJUSTED  
 OH0875  ___________________________________________________________________
 OH0875  GEOID HEIGHT-         -17.08  (meters)                     GEOID03
 OH0875  DYNAMIC HT  -        1190.991 (meters)    3907.44  (feet)  COMP
 OH0875  MODELED GRAV-     980,118.0   (mgal)                       NAVD 88
 OH0875
 OH0875  VERT ORDER  -  SECOND    CLASS 0
 OH0875
 OH0875.The horizontal coordinates were scaled from a topographic map and have
 OH0875.an estimated accuracy of +/- 6 seconds.
 OH0875
 OH0875.The orthometric height was determined by differential leveling
 OH0875.and adjusted in June 1991.
 OH0875
 OH0875.The geoid height was determined by GEOID03.
 OH0875
 OH0875.The dynamic height is computed by dividing the NAVD 88
 OH0875.geopotential number by the normal gravity value computed on the
 OH0875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0875.degrees latitude (g = 980.6199 gals.).
 OH0875
 OH0875.The modeled gravity was interpolated from observed gravity values.
 OH0875
 OH0875;                    North         East    Units  Estimated Accuracy
 OH0875;SPC OR S     -   187,010.    1,775,290.      MT  (+/- 180 meters Scaled)
 OH0875
 OH0875                          SUPERSEDED SURVEY CONTROL
 OH0875
 OH0875  NGVD 29 (??/??/92) 1190.535  (m)         3905.95   (f) ADJ UNCH    2 0
 OH0875
 OH0875.Superseded values are not recommended for survey control.
 OH0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0875.See file dsdata.txt to determine how the superseded data were derived.
 OH0875
 OH0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH913941(NAD 83)
 OH0875_MARKER: DB = BENCH MARK DISK
 OH0875_SETTING: 66 = SET IN ROCK OUTCROP
 OH0875_SP_SET: OUTCROP
 OH0875_STAMPING: G 131 1934
 OH0875_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OH0875+STABILITY: POSITION/ELEVATION WELL
 OH0875
 OH0875  HISTORY     - Date     Condition        Report By
 OH0875  HISTORY     - 1934     MONUMENTED       CGS
 OH0875  HISTORY     - 1966     GOOD             NGS
 OH0875
 OH0875                          STATION DESCRIPTION
 OH0875
 OH0875'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 OH0875'36.5 MI S FROM ADRIAN.
 OH0875'8.0 MILES SOUTH ALONG STATE HIGHWAY 201 FROM THE POST OFFICE AT
 OH0875'ADRIAN, THENCE 28.5 MILES SOUTH ALONG SUCCOR CREEK ROAD, ABOUT 150
 OH0875'FEET SOUTH OF THE CENTER OF A CURVE, IN THE TOP OF THE EAST BASE OF A
 OH0875'LIGHT COLORED OUTCROP WHICH PROJECTS ABOUT 12 FEET, MARK IS 1.0 FOOT
 OH0875'ABOVE THE GROUND, 95 FEET WEST OF THE CENTER LINE OF THE ROAD, 38 FEET
 OH0875'WEST OF THE CENTER OF A DRY WASH, AND ABOUT 3 FEET LOWER THAN THE
 OH0875'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0250 ***********************************************************************
 NW0250  DESIGNATION -  G 133
 NW0250  PID         -  NW0250
 NW0250  STATE/COUNTY-  OR/MALHEUR
 NW0250  USGS QUAD   -  IRON MOUNTAIN (1972)
 NW0250
 NW0250                         *CURRENT SURVEY CONTROL
 NW0250  ___________________________________________________________________
 NW0250* NAD 83(1986)-  42 55 18.     (N)    117 50 54.     (W)     SCALED    
 NW0250* NAVD 88     -      1245.272  (meters)    4085.53   (feet)  ADJUSTED  
 NW0250  ___________________________________________________________________
 NW0250  GEOID HEIGHT-         -18.27  (meters)                     GEOID03
 NW0250  DYNAMIC HT  -        1244.628 (meters)    4083.42  (feet)  COMP
 NW0250  MODELED GRAV-     980,059.8   (mgal)                       NAVD 88
 NW0250
 NW0250  VERT ORDER  -  SECOND    CLASS 0
 NW0250
 NW0250.The horizontal coordinates were scaled from a topographic map and have
 NW0250.an estimated accuracy of +/- 6 seconds.
 NW0250
 NW0250.The orthometric height was determined by differential leveling
 NW0250.and adjusted in June 1991.
 NW0250
 NW0250.The geoid height was determined by GEOID03.
 NW0250
 NW0250.The dynamic height is computed by dividing the NAVD 88
 NW0250.geopotential number by the normal gravity value computed on the
 NW0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0250.degrees latitude (g = 980.6199 gals.).
 NW0250
 NW0250.The modeled gravity was interpolated from observed gravity values.
 NW0250
 NW0250;                    North         East    Units  Estimated Accuracy
 NW0250;SPC OR S     -   142,840.    1,716,440.      MT  (+/- 180 meters Scaled)
 NW0250
 NW0250                          SUPERSEDED SURVEY CONTROL
 NW0250
 NW0250  NGVD 29 (??/??/92) 1244.194  (m)         4081.99   (f) ADJ UNCH    2 0
 NW0250
 NW0250.Superseded values are not recommended for survey control.
 NW0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0250.See file dsdata.txt to determine how the superseded data were derived.
 NW0250
 NW0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH307524(NAD 83)
 NW0250_MARKER: DB = BENCH MARK DISK
 NW0250_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 NW0250_SP_SET: ROCK
 NW0250_STAMPING: G 133 1934
 NW0250_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0250
 NW0250  HISTORY     - Date     Condition        Report By
 NW0250  HISTORY     - 1934     MONUMENTED       CGS
 NW0250  HISTORY     - 1972     GOOD             USPSQD
 NW0250  HISTORY     - 1972     GOOD             USGS
 NW0250
 NW0250                          STATION DESCRIPTION
 NW0250
 NW0250'DESCRIBED BY US POWER SQUADRON 1972 (PSM)
 NW0250'RECOVERED IN GOOD CONDITION.
 NW0250
 NW0250                          STATION RECOVERY (1972)
 NW0250
 NW0250'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 NW0250'18.6 MI NW FROM BURNS JUNCTION.
 NW0250'BURNS JUNCTION, 8.3 MILES NORTH WEST FROM ALONG OREGON STATE HIWAY 78,
 NW0250'TO THE Y JUNCTION OF A DIRT ROAD NORTH, THENCE 5.4 MILES NORTH ON THE
 NW0250'DIRT ROAD TO A T ROAD INTERSECTION, THENCE 4.9 MILES SOUTH EAST ALONG
 NW0250'THE OLD ROAD FROM ROME, ORE., TO FOLLYFARM ORE., ABOUT 100 FT. NORTH
 NW0250'OF THE ROAD, AND IN A ROCK ON A SMALL ROCKY KNOLL.  A STANDARD DISC
 NW0250'STAMPED G 133 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0114 ***********************************************************************
 PA0114  DESIGNATION -  G 134
 PA0114  PID         -  PA0114
 PA0114  STATE/COUNTY-  OR/MALHEUR
 PA0114  USGS QUAD   -  DOWELL BUTTE (1977)
 PA0114
 PA0114                         *CURRENT SURVEY CONTROL
 PA0114  ___________________________________________________________________
 PA0114* NAD 83(1986)-  43 08 48.     (N)    118 05 50.     (W)     SCALED    
 PA0114* NAVD 88     -      1253.490  (meters)    4112.49   (feet)  ADJUSTED  
 PA0114  ___________________________________________________________________
 PA0114  GEOID HEIGHT-         -18.26  (meters)                     GEOID03
 PA0114  DYNAMIC HT  -        1252.847 (meters)    4110.38  (feet)  COMP
 PA0114  MODELED GRAV-     980,063.8   (mgal)                       NAVD 88
 PA0114
 PA0114  VERT ORDER  -  SECOND    CLASS 0
 PA0114
 PA0114.The horizontal coordinates were scaled from a topographic map and have
 PA0114.an estimated accuracy of +/- 6 seconds.
 PA0114
 PA0114.The orthometric height was determined by differential leveling
 PA0114.and adjusted in June 1991.
 PA0114
 PA0114.The geoid height was determined by GEOID03.
 PA0114
 PA0114.The dynamic height is computed by dividing the NAVD 88
 PA0114.geopotential number by the normal gravity value computed on the
 PA0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0114.degrees latitude (g = 980.6199 gals.).
 PA0114
 PA0114.The modeled gravity was interpolated from observed gravity values.
 PA0114
 PA0114;                    North         East    Units  Estimated Accuracy
 PA0114;SPC OR S     -   167,210.    1,695,410.      MT  (+/- 180 meters Scaled)
 PA0114
 PA0114                          SUPERSEDED SURVEY CONTROL
 PA0114
 PA0114  NGVD 29 (??/??/92) 1252.366  (m)         4108.80   (f) ADJ UNCH    2 0
 PA0114
 PA0114.Superseded values are not recommended for survey control.
 PA0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0114.See file dsdata.txt to determine how the superseded data were derived.
 PA0114
 PA0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH107776(NAD 83)
 PA0114_MARKER: DB = BENCH MARK DISK
 PA0114_SETTING: 66 = SET IN ROCK OUTCROP
 PA0114_SP_SET: ROCK
 PA0114_STAMPING: G 134 1934
 PA0114_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PA0114+STABILITY: POSITION/ELEVATION WELL
 PA0114
 PA0114  HISTORY     - Date     Condition        Report By
 PA0114  HISTORY     - 1934     MONUMENTED       CGS
 PA0114  HISTORY     - 1974     GOOD             USGS
 PA0114
 PA0114                          STATION DESCRIPTION
 PA0114
 PA0114'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 PA0114'9.4 MI NE FROM CROWLEY.
 PA0114'9.4 MILES NORTHEAST ALONG THE ROAD TO CROWLEY FROM ITS JUNCTION WITH
 PA0114'OREGON HIGHWAY 78 NEAR FOLLY FARM (SITE), 340 FEET S E OF THE ROAD,
 PA0114'ABOUT 0.3 MILES SOUTHWEST OF A SPRING AND POND AND SET IN A ROCK NEAR
 PA0114'A LEDGE.  STANDARD TABLET STAMPED G 134 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0258 ***********************************************************************
 NW0258  DESIGNATION -  G 135
 NW0258  PID         -  NW0258
 NW0258  STATE/COUNTY-  OR/MALHEUR
 NW0258  USGS QUAD   -  ANDERSON RESERVOIR (1979)
 NW0258
 NW0258                         *CURRENT SURVEY CONTROL
 NW0258  ___________________________________________________________________
 NW0258* NAD 83(1986)-  42 43 38.     (N)    117 45 19.     (W)     SCALED    
 NW0258* NAVD 88     -      1151.779  (meters)    3778.79   (feet)  ADJUSTED  
 NW0258  ___________________________________________________________________
 NW0258  GEOID HEIGHT-         -18.24  (meters)                     GEOID03
 NW0258  DYNAMIC HT  -        1151.180 (meters)    3776.83  (feet)  COMP
 NW0258  MODELED GRAV-     980,060.7   (mgal)                       NAVD 88
 NW0258
 NW0258  VERT ORDER  -  SECOND    CLASS 0
 NW0258
 NW0258.The horizontal coordinates were scaled from a topographic map and have
 NW0258.an estimated accuracy of +/- 6 seconds.
 NW0258
 NW0258.The orthometric height was determined by differential leveling
 NW0258.and adjusted in June 1991.
 NW0258
 NW0258.The geoid height was determined by GEOID03.
 NW0258
 NW0258.The dynamic height is computed by dividing the NAVD 88
 NW0258.geopotential number by the normal gravity value computed on the
 NW0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0258.degrees latitude (g = 980.6199 gals.).
 NW0258
 NW0258.The modeled gravity was interpolated from observed gravity values.
 NW0258
 NW0258;                    North         East    Units  Estimated Accuracy
 NW0258;SPC OR S     -   121,490.    1,724,740.      MT  (+/- 180 meters Scaled)
 NW0258
 NW0258                          SUPERSEDED SURVEY CONTROL
 NW0258
 NW0258  NGVD 29 (??/??/92) 1150.741  (m)         3775.39   (f) ADJ UNCH    2 0
 NW0258
 NW0258.Superseded values are not recommended for survey control.
 NW0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0258.See file dsdata.txt to determine how the superseded data were derived.
 NW0258
 NW0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH381308(NAD 83)
 NW0258_MARKER: DB = BENCH MARK DISK
 NW0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NW0258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NW0258_STAMPING: G 135 1934
 NW0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NW0258+STABILITY: SURFACE MOTION
 NW0258
 NW0258  HISTORY     - Date     Condition        Report By
 NW0258  HISTORY     - 1934     MONUMENTED       CGS
 NW0258
 NW0258                          STATION DESCRIPTION
 NW0258
 NW0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NW0258'10 MI S FROM ROME.
 NW0258'ABOUT 10 MILES SOUTH ALONG THE ROAD LEADING TO MCDERMITT, NEVADA, FROM
 NW0258'ROME, MALHEUR COUNTY, THENCE ABOUT 2.4 MILES SOUTHWEST ALONG THE ROAD
 NW0258'LEADING TO DENIO, AT ABOUT THE MIDDLE OF A SMALL FLAT ENCLOSED BY
 NW0258'HILLS, AND 45 FEET SOUTH OF THE ROAD.  A STANDARD DISK, STAMPED G 135
 NW0258'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0076 ***********************************************************************
 NX0076  DESIGNATION -  G 136
 NX0076  PID         -  NX0076
 NX0076  STATE/COUNTY-  OR/HARNEY
 NX0076  USGS QUAD   -  BLITZEN (1971)
 NX0076
 NX0076                         *CURRENT SURVEY CONTROL
 NX0076  ___________________________________________________________________
 NX0076* NAD 83(1986)-  42 34 52.     (N)    119 04 10.     (W)     SCALED    
 NX0076* NAVD 88     -      1389.203  (meters)    4557.74   (feet)  ADJUSTED  
 NX0076  ___________________________________________________________________
 NX0076  GEOID HEIGHT-         -19.73  (meters)                     GEOID03
 NX0076  DYNAMIC HT  -        1388.351 (meters)    4554.95  (feet)  COMP
 NX0076  MODELED GRAV-     979,959.3   (mgal)                       NAVD 88
 NX0076
 NX0076  VERT ORDER  -  SECOND    CLASS 0
 NX0076
 NX0076.The horizontal coordinates were scaled from a topographic map and have
 NX0076.an estimated accuracy of +/- 6 seconds.
 NX0076
 NX0076.The orthometric height was determined by differential leveling
 NX0076.and adjusted in June 1991.
 NX0076
 NX0076.The geoid height was determined by GEOID03.
 NX0076
 NX0076.The dynamic height is computed by dividing the NAVD 88
 NX0076.geopotential number by the normal gravity value computed on the
 NX0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0076.degrees latitude (g = 980.6199 gals.).
 NX0076
 NX0076.The modeled gravity was interpolated from observed gravity values.
 NX0076
 NX0076;                    North         East    Units  Estimated Accuracy
 NX0076;SPC OR S     -   102,580.    1,617,430.      MT  (+/- 180 meters Scaled)
 NX0076
 NX0076                          SUPERSEDED SURVEY CONTROL
 NX0076
 NX0076  NGVD 29 (??/??/92) 1388.022  (m)         4553.87   (f) ADJ UNCH    2 0
 NX0076
 NX0076.Superseded values are not recommended for survey control.
 NX0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NX0076.See file dsdata.txt to determine how the superseded data were derived.
 NX0076
 NX0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH301163(NAD 83)
 NX0076_MARKER: DB = BENCH MARK DISK
 NX0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NX0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NX0076_STAMPING: G 136 1934
 NX0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NX0076+STABILITY: SURFACE MOTION
 NX0076
 NX0076  HISTORY     - Date     Condition        Report By
 NX0076  HISTORY     - 1934     MONUMENTED       CGS
 NX0076  HISTORY     - 1966     GOOD             USGS
 NX0076
 NX0076                          STATION DESCRIPTION
 NX0076
 NX0076'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 NX0076'36.45 MI NW FROM FIELDS.
 NX0076'FIELDS, 30.35 MILES NORTHWEST FROM, ALONG FIELDS-FRENCHGLEN ROAD,
 NX0076'THENCE 6.1 MILES WEST ON T-ROAD AT THE INTERSECTION OF T-ROAD AND THE
 NX0076'OLD BLITZENFIELDS ROAD, 250 FEET EAST OF WELL AND WOODEN TOWER, 225
 NX0076'FEET EAST OF METAL STOCK TANK, 18 FEET EAST OF ROAD, 15 FEET NORTH OF
 NX0076'ROAD, 1 FOOT WEST OF WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 NX0076'POST, A STANDARD DISK STAMPED, G 136 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0454 ***********************************************************************
 PA0454  DESIGNATION -  G 137
 PA0454  PID         -  PA0454
 PA0454  STATE/COUNTY-  OR/HARNEY
 PA0454  USGS QUAD   -  ALEC BUTTE (1980)
 PA0454
 PA0454                         *CURRENT SURVEY CONTROL
 PA0454  ___________________________________________________________________
 PA0454* NAD 83(1986)-  43 20 19.     (N)    119 41 47.     (W)     SCALED    
 PA0454* NAVD 88     -      1351.641  (meters)    4434.51   (feet)  ADJUSTED  
 PA0454  ___________________________________________________________________
 PA0454  GEOID HEIGHT-         -19.63  (meters)                     GEOID03
 PA0454  DYNAMIC HT  -        1350.935 (meters)    4432.19  (feet)  COMP
 PA0454  MODELED GRAV-     980,050.2   (mgal)                       NAVD 88
 PA0454
 PA0454  VERT ORDER  -  SECOND    CLASS 0
 PA0454
 PA0454.The horizontal coordinates were scaled from a topographic map and have
 PA0454.an estimated accuracy of +/- 6 seconds.
 PA0454
 PA0454.The orthometric height was determined by differential leveling
 PA0454.and adjusted in June 1991.
 PA0454
 PA0454.The geoid height was determined by GEOID03.
 PA0454
 PA0454.The dynamic height is computed by dividing the NAVD 88
 PA0454.geopotential number by the normal gravity value computed on the
 PA0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0454.degrees latitude (g = 980.6199 gals.).
 PA0454
 PA0454.The modeled gravity was interpolated from observed gravity values.
 PA0454
 PA0454;                    North         East    Units  Estimated Accuracy
 PA0454;SPC OR S     -   186,040.    1,565,160.      MT  (+/- 180 meters Scaled)
 PA0454
 PA0454                          SUPERSEDED SURVEY CONTROL
 PA0454
 PA0454  NGVD 29 (??/??/92) 1350.433  (m)         4430.55   (f) ADJ UNCH    2 0
 PA0454
 PA0454.Superseded values are not recommended for survey control.
 PA0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0454.See file dsdata.txt to determine how the superseded data were derived.
 PA0454
 PA0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKJ814019(NAD 83)
 PA0454_MARKER: DB = BENCH MARK DISK
 PA0454_SETTING: 66 = SET IN ROCK OUTCROP
 PA0454_SP_SET: ROCK SHELF
 PA0454_STAMPING: G 137 1934
 PA0454_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PA0454+STABILITY: POSITION/ELEVATION WELL
 PA0454
 PA0454  HISTORY     - Date     Condition        Report By
 PA0454  HISTORY     - 1934     MONUMENTED       CGS
 PA0454  HISTORY     - 1976     GOOD             USGS
 PA0454
 PA0454                          STATION DESCRIPTION
 PA0454
 PA0454'DESCRIBED BY US GEOLOGICAL SURVEY 1976
 PA0454'11.1 MI NE FROM WAGONTIRE.
 PA0454'11.1 MILES NE OF WAGONTIRE ON U.S. HWY 395, AT JUNCTION WITH BLADED
 PA0454'ROAD LEADING EAST, ABOUT 200 FEET SSE OF THE NW CORNER OF SECTION
 PA0454'11/T26S/R25E, 210 FEET SE OF CENTERLINE HWY., 168 FEET SOUTH OF BLADED
 PA0454'ROAD, 2 FEET SW OF A ROCK CAIRN, A USC AND GS TABLET IN A ROCK SHELF,
 PA0454'1 1/2 FEET ABOVE GROUND LEVEL AND 1 FOOT BELOW TOP OF ROCK SHELF.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0865 ***********************************************************************
 QE0865  DESIGNATION -  G 141
 QE0865  PID         -  QE0865
 QE0865  STATE/COUNTY-  OR/LANE
 QE0865  USGS QUAD   -  EUGENE EAST (1986)
 QE0865
 QE0865                         *CURRENT SURVEY CONTROL
 QE0865  ___________________________________________________________________
 QE0865* NAD 83(1986)-  44 02 41.     (N)    123 04 32.     (W)     SCALED    
 QE0865* NAVD 88     -       137.330  (meters)     450.56   (feet)  ADJUSTED  
 QE0865  ___________________________________________________________________
 QE0865  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 QE0865  DYNAMIC HT  -         137.310 (meters)     450.49  (feet)  COMP
 QE0865  MODELED GRAV-     980,472.7   (mgal)                       NAVD 88
 QE0865
 QE0865  VERT ORDER  -  FIRST     CLASS II
 QE0865
 QE0865.The horizontal coordinates were scaled from a topographic map and have
 QE0865.an estimated accuracy of +/- 6 seconds.
 QE0865
 QE0865.The orthometric height was determined by differential leveling
 QE0865.and adjusted in June 1991.
 QE0865
 QE0865.The geoid height was determined by GEOID03.
 QE0865
 QE0865.The dynamic height is computed by dividing the NAVD 88
 QE0865.geopotential number by the normal gravity value computed on the
 QE0865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0865.degrees latitude (g = 980.6199 gals.).
 QE0865
 QE0865.The modeled gravity was interpolated from observed gravity values.
 QE0865
 QE0865;                    North         East    Units  Estimated Accuracy
 QE0865;SPC OR S     -   267,350.    1,293,610.      MT  (+/- 180 meters Scaled)
 QE0865
 QE0865                          SUPERSEDED SURVEY CONTROL
 QE0865
 QE0865  NGVD 29 (??/??/92)  136.226  (m)          446.93   (f) ADJ UNCH    1 2
 QE0865
 QE0865.Superseded values are not recommended for survey control.
 QE0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0865.See file dsdata.txt to determine how the superseded data were derived.
 QE0865
 QE0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP939768(NAD 83)
 QE0865_MARKER: DD = SURVEY DISK
 QE0865_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 QE0865+WITH SETTING: PAVEMENT
 QE0865_SP_SET: STEP
 QE0865_STAMPING: G 141 1929 1941 447
 QE0865_MARK LOGO: USE   
 QE0865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0865+STABILITY: SURFACE MOTION
 QE0865
 QE0865  HISTORY     - Date     Condition        Report By
 QE0865  HISTORY     - 1941     MONUMENTED       DOD
 QE0865  HISTORY     - 1943     GOOD             NGS
 QE0865  HISTORY     - 1987     GOOD             NGS
 QE0865  HISTORY     - 1989     GOOD             USPSQD
 QE0865  HISTORY     - 20080207 GOOD             GEOCAC
 QE0865
 QE0865                          STATION DESCRIPTION
 QE0865
 QE0865'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QE0865'IN EUGENE.
 QE0865'AT EUGENE, ON THE UNIVERSITY OF OREGON CAMPUS, 64.6 FEET SOUTH OF THE
 QE0865'SOUTH CURB OF THIRTEENTH AVENUE EAST, SET IN THE TOP OF THE EAST END
 QE0865'OF THE LOWEST STEP AT THE NORTH (MAIN) ENTRANCE TO JOHNSON HALL
 QE0865'(ADMINISTRATION BUILDING).
 QE0865
 QE0865                          STATION RECOVERY (1987)
 QE0865
 QE0865'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE0865'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  IN EUGENE, AT
 QE0865'1908 13TH AVENUE, IN THE EAST END OF THE FIRST STEP OF THE NORTH
 QE0865'ENTRANCE TO JOHNSON HALL (ADMINISTRATION BUILDING) ON THE CAMPUS OF
 QE0865'UNIVERSITY OF OREGON, 11.2 M (36.7 FT) NORTHWEST OF THE NORTHEAST
 QE0865'CORNER OF THE BUILDING, 5.5 M (18.0 FT) EAST OF THE CENTER OF THE
 QE0865'ENTRANCE, AND 0.2 M (0.7 FT) WEST OF THE EAST END OF THE STEP.
 QE0865'THE MARK IS 0.2 M ABOVE THE SIDEWALK.
 QE0865
 QE0865                          STATION RECOVERY (1989)
 QE0865
 QE0865'RECOVERY NOTE BY US POWER SQUADRON 1989 (JW)
 QE0865'RECOVERED IN GOOD CONDITION.
 QE0865
 QE0865                          STATION RECOVERY (2008)
 QE0865
 QE0865'RECOVERY NOTE BY GEOCACHING 2008 (AS)
 QE0865'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0320 ***********************************************************************
 NY0320  DESIGNATION -  G 15
 NY0320  PID         -  NY0320
 NY0320  STATE/COUNTY-  OR/KLAMATH
 NY0320  USGS QUAD   -  YONNA (1988)
 NY0320
 NY0320                         *CURRENT SURVEY CONTROL
 NY0320  ___________________________________________________________________
 NY0320* NAD 83(1986)-  42 18 00.     (N)    121 29 47.     (W)     SCALED    
 NY0320* NAVD 88     -      1276.097  (meters)    4186.66   (feet)  ADJUSTED  
 NY0320  ___________________________________________________________________
 NY0320  GEOID HEIGHT-         -22.18  (meters)                     GEOID03
 NY0320  DYNAMIC HT  -        1275.341 (meters)    4184.18  (feet)  COMP
 NY0320  MODELED GRAV-     979,984.8   (mgal)                       NAVD 88
 NY0320
 NY0320  VERT ORDER  -  FIRST     CLASS II
 NY0320
 NY0320.The horizontal coordinates were scaled from a topographic map and have
 NY0320.an estimated accuracy of +/- 6 seconds.
 NY0320
 NY0320.The orthometric height was determined by differential leveling
 NY0320.and adjusted in June 1991.
 NY0320
 NY0320.The geoid height was determined by GEOID03.
 NY0320
 NY0320.The dynamic height is computed by dividing the NAVD 88
 NY0320.geopotential number by the normal gravity value computed on the
 NY0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0320.degrees latitude (g = 980.6199 gals.).
 NY0320
 NY0320.The modeled gravity was interpolated from observed gravity values.
 NY0320
 NY0320;                    North         East    Units  Estimated Accuracy
 NY0320;SPC OR S     -    70,840.    1,417,840.      MT  (+/- 180 meters Scaled)
 NY0320
 NY0320                          SUPERSEDED SURVEY CONTROL
 NY0320
 NY0320  NGVD 29 (??/??/92) 1274.997  (m)         4183.05   (f) ADJ UNCH    1 2
 NY0320
 NY0320.Superseded values are not recommended for survey control.
 NY0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0320.See file dsdata.txt to determine how the superseded data were derived.
 NY0320
 NY0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM239841(NAD 83)
 NY0320_MARKER: DB = BENCH MARK DISK
 NY0320_SETTING: 0 = UNSPECIFIED SETTING
 NY0320_STAMPING: G 15 1920
 NY0320_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NY0320
 NY0320  HISTORY     - Date     Condition        Report By
 NY0320  HISTORY     - 1920     MONUMENTED       CGS
 NY0320  HISTORY     - 1943     GOOD             NGS
 NY0320  HISTORY     - 1957     MARK NOT FOUND   NGS
 NY0320
 NY0320                          STATION DESCRIPTION
 NY0320
 NY0320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 NY0320'5.2 MI NE FROM DAIRY.
 NY0320'ABOUT 1.1 MILE EAST ALONG STATE HIGHWAY 66 AND 4.1 MILES NORTH ALONG
 NY0320'THE OLD ROAD TO SPRAGUE RIVER FROM THE POST OFFICE AT DAIRY, KLAMATH
 NY0320'COUNTY, 0.5 MILE NORTH OF THE CROSSING OF THE OREGON, CALIFORNIA AND
 NY0320'EASTERN RAILWAY, 0.3 MILE NORTH OF A TWO-STORY UNPAINTED HOUSE, 33.0
 NY0320'FEET NORTH OF THE CENTER LINE OF A ROAD RUNNING EAST, SET IN THE
 NY0320'SOUTHWEST CORNER OF A FENCE, 10.0 FEET EAST OF THE CENTER LINE OF THE
 NY0320'ROAD, LEVEL WITH GROUND, 2.0 FEET SOUTHWEST OF A WHITE REFERENCE POST.
 NY0320
 NY0320                          STATION RECOVERY (1957)
 NY0320
 NY0320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 NY0320'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0755 ***********************************************************************
 QB0755  DESIGNATION -  G 160
 QB0755  PID         -  QB0755
 QB0755  STATE/COUNTY-  OR/BAKER
 QB0755  USGS QUAD   -  OLDS FERRY NW (1976)
 QB0755
 QB0755                         *CURRENT SURVEY CONTROL
 QB0755  ___________________________________________________________________
 QB0755* NAD 83(1986)-  44 29 34.     (N)    117 12 10.     (W)     SCALED    
 QB0755* NAVD 88     -       604.924  (meters)    1984.65   (feet)  ADJUSTED  
 QB0755  ___________________________________________________________________
 QB0755  GEOID HEIGHT-         -16.80  (meters)                     GEOID03
 QB0755  DYNAMIC HT  -         604.744 (meters)    1984.06  (feet)  COMP
 QB0755  MODELED GRAV-     980,302.8   (mgal)                       NAVD 88
 QB0755
 QB0755  VERT ORDER  -  SECOND    CLASS 0
 QB0755
 QB0755.The horizontal coordinates were scaled from a topographic map and have
 QB0755.an estimated accuracy of +/- 6 seconds.
 QB0755
 QB0755.The orthometric height was determined by differential leveling
 QB0755.and adjusted in June 1991.
 QB0755
 QB0755.The geoid height was determined by GEOID03.
 QB0755
 QB0755.The dynamic height is computed by dividing the NAVD 88
 QB0755.geopotential number by the normal gravity value computed on the
 QB0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0755.degrees latitude (g = 980.6199 gals.).
 QB0755
 QB0755.The modeled gravity was interpolated from observed gravity values.
 QB0755
 QB0755;                    North         East    Units  Estimated Accuracy
 QB0755;SPC OR N     -    97,150.    2,762,180.      MT  (+/- 180 meters Scaled)
 QB0755
 QB0755                          SUPERSEDED SURVEY CONTROL
 QB0755
 QB0755  NGVD 29 (??/??/92)  603.913  (m)         1981.34   (f) ADJ UNCH    2 0
 QB0755
 QB0755.Superseded values are not recommended for survey control.
 QB0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0755.See file dsdata.txt to determine how the superseded data were derived.
 QB0755
 QB0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK838266(NAD 83)
 QB0755_MARKER: DD = SURVEY DISK
 QB0755_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QB0755_SP_SET: PIER
 QB0755_STAMPING: G 160 1941
 QB0755_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QB0755
 QB0755  HISTORY     - Date     Condition        Report By
 QB0755  HISTORY     - 1941     MONUMENTED       DOD
 QB0755  HISTORY     - 1946     GOOD             NGS
 QB0755
 QB0755                          STATION DESCRIPTION
 QB0755
 QB0755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 QB0755'3.05 MI S FROM HOME.
 QB0755'ALONG THE HOMESTEAD BRANCH OF THE UNION PACIFIC RAILROAD, 3.05 MILES
 QB0755'SOUTH OF THE STATION AT HOME, 141.0 FEET NORTH OF AND ACROSS THE TRACK
 QB0755'FROM MILE POST NO.11, AT TRESTLE NO.11.055 OVER HIBBARD CREEK, 27.5
 QB0755'FEET SOUTH OF CENTER OF HIBBARD CREEK ROAD, 4.7 FEET EAST OF THE EAST
 QB0755'RAIL, 3.3 FEET BELOW THE BASE OF THE RAILS, U.S. ARMY ENGINEERS BRONZE
 QB0755'DISK SET IN TOP OF AND 0.8 FOOT WEST OF THE EAST END OF THE FIRST
 QB0755'CONCRETE PIER SOUTH OF THE NORTH END OF THE TRESTLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0942 ***********************************************************************
 RD0942  DESIGNATION -  G 168
 RD0942  PID         -  RD0942
 RD0942  STATE/COUNTY-  OR/YAMHILL
 RD0942  USGS QUAD   -  SHERIDAN (1992)
 RD0942
 RD0942                         *CURRENT SURVEY CONTROL
 RD0942  ___________________________________________________________________
 RD0942* NAD 83(1986)-  45 05 18.     (N)    123 23 42.     (W)     SCALED    
 RD0942* NAVD 88     -        75.705  (meters)     248.38   (feet)  ADJUSTED  
 RD0942  ___________________________________________________________________
 RD0942  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 RD0942  DYNAMIC HT  -          75.707 (meters)     248.38  (feet)  COMP
 RD0942  MODELED GRAV-     980,639.1   (mgal)                       NAVD 88
 RD0942
 RD0942  VERT ORDER  -  SECOND    CLASS 0
 RD0942
 RD0942.The horizontal coordinates were scaled from a topographic map and have
 RD0942.an estimated accuracy of +/- 6 seconds.
 RD0942
 RD0942.The orthometric height was determined by differential leveling
 RD0942.and adjusted in June 1991.
 RD0942
 RD0942.The geoid height was determined by GEOID03.
 RD0942
 RD0942.The dynamic height is computed by dividing the NAVD 88
 RD0942.geopotential number by the normal gravity value computed on the
 RD0942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0942.degrees latitude (g = 980.6199 gals.).
 RD0942
 RD0942.The modeled gravity was interpolated from observed gravity values.
 RD0942
 RD0942;                    North         East    Units  Estimated Accuracy
 RD0942;SPC OR N     -   162,060.    2,272,160.      MT  (+/- 180 meters Scaled)
 RD0942
 RD0942                          SUPERSEDED SURVEY CONTROL
 RD0942
 RD0942  NGVD 29 (??/??/92)   74.664  (m)          244.96   (f) ADJ UNCH    2 0
 RD0942
 RD0942.Superseded values are not recommended for survey control.
 RD0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0942.See file dsdata.txt to determine how the superseded data were derived.
 RD0942
 RD0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ689928(NAD 83)
 RD0942_MARKER: DD = SURVEY DISK
 RD0942_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD0942_SP_SET: CONCRETE BASE
 RD0942_STAMPING: G 168 1945
 RD0942_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0942
 RD0942  HISTORY     - Date     Condition        Report By
 RD0942  HISTORY     - 1945     MONUMENTED       DOD
 RD0942  HISTORY     - 1949     GOOD             NGS
 RD0942  HISTORY     - 1982     GOOD             NGS
 RD0942  HISTORY     - 1989     GOOD             USPSQD
 RD0942
 RD0942                          STATION DESCRIPTION
 RD0942
 RD0942'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 RD0942'0.6 MI S FROM SHERIDAN.
 RD0942'0.6 MILE SOUTH ALONG THE BALLSTON ROAD FROM THE SOUTHERN PACIFIC CO.
 RD0942'RAILROAD STATION AT SHERIDAN, AT THE NORTH ENTRANCE TO GREEN CREST
 RD0942'MEMORIAL PARK, IN THE TOP OF THE SOUTHWEST CORNER OF THE CONCRETE BASE
 RD0942'OF A BRICK COLUMN, 30 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD, 18
 RD0942'FEET NORTH OF THE CENTER LINE OF THE DRIVEWAY LEADING INTO THE PARK,
 RD0942'AND ABOUT LEVEL WITH THE ROAD.
 RD0942
 RD0942                          STATION RECOVERY (1982)
 RD0942
 RD0942'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RD0942'RECOVERED IN GOOD CONDITION.
 RD0942
 RD0942                          STATION RECOVERY (1989)
 RD0942
 RD0942'RECOVERY NOTE BY US POWER SQUADRON 1989 (SMN)
 RD0942'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0030 ***********************************************************************
 NY0030  DESIGNATION -  G 17
 NY0030  PID         -  NY0030
 NY0030  STATE/COUNTY-  OR/LAKE
 NY0030  USGS QUAD   -  COGLAN BUTTES NE (1980)
 NY0030
 NY0030                         *CURRENT SURVEY CONTROL
 NY0030  ___________________________________________________________________
 NY0030* NAD 83(1991)-  42 41 50.73802(N)    120 16 46.03084(W)     ADJUSTED  
 NY0030* NAVD 88     -      1304.145  (meters)    4278.68   (feet)  ADJUSTED  
 NY0030  ___________________________________________________________________
 NY0030  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 NY0030  GEOID HEIGHT-         -20.50  (meters)                     GEOID03
 NY0030  DYNAMIC HT  -        1303.402 (meters)    4276.24  (feet)  COMP
 NY0030  MODELED GRAV-     980,006.5   (mgal)                       NAVD 88
 NY0030
 NY0030  HORZ ORDER  -  THIRD
 NY0030  VERT ORDER  -  FIRST     CLASS II
 NY0030
 NY0030.The horizontal coordinates were established by classical geodetic methods
 NY0030.and adjusted by the National Geodetic Survey in October 1991.
 NY0030
 NY0030.The orthometric height was determined by differential leveling
 NY0030.and adjusted in June 1991.
 NY0030
 NY0030.The Laplace correction was computed from DEFLEC99 derived deflections.
 NY0030
 NY0030.The geoid height was determined by GEOID03.
 NY0030
 NY0030.The dynamic height is computed by dividing the NAVD 88
 NY0030.geopotential number by the normal gravity value computed on the
 NY0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0030.degrees latitude (g = 980.6199 gals.).
 NY0030
 NY0030.The modeled gravity was interpolated from observed gravity values.
 NY0030
 NY0030;                    North         East     Units Scale Factor Converg.
 NY0030;SPC OR S     -   114,523.670 1,518,070.286   MT  0.99992821   +0 09 03.2
 NY0030;SPC OR S     -   375,733.83  4,980,545.56   iFT  0.99992821   +0 09 03.2
 NY0030;UTM  10      - 4,730,804.523   722,839.120   MT  1.00021097   +1 50 44.3
 NY0030
 NY0030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NY0030!SPC OR S     -   0.99979873  x   0.99992821  =   0.99972695
 NY0030!UTM  10      -   0.99979873  x   1.00021097  =   1.00000966
 NY0030
 NY0030|---------------------------------------------------------------------|
 NY0030| PID    Reference Object                     Distance      Geod. Az  |
 NY0030|                                                           dddmmss.s |
 NY0030| CD6794 G 17 RM 1                            12.182 METERS 03257     |
 NY0030| CD6793 G 17 AZ MK                                         0352007.9 |
 NY0030| CD6795 G 17 RM 2                            11.532 METERS 18502     |
 NY0030|---------------------------------------------------------------------|
 NY0030
 NY0030                          SUPERSEDED SURVEY CONTROL
 NY0030
 NY0030  NAD 83(1986)-  42 41 50.74585(N)    120 16 46.02904(W) AD(       ) 3
 NY0030  NAD 27      -  42 41 51.19300(N)    120 16 42.15800(W) AD(       ) 3
 NY0030  NGVD 29 (??/??/92) 1302.993  (m)         4274.90   (f) ADJ UNCH    1 2
 NY0030
 NY0030.Superseded values are not recommended for survey control.
 NY0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0030.See file dsdata.txt to determine how the superseded data were derived.
 NY0030
 NY0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGN2283930805(NAD 83)
 NY0030_MARKER: DB = BENCH MARK DISK
 NY0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NY0030_STAMPING: G 17 1920
 NY0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0030+STABILITY: SURFACE MOTION
 NY0030
 NY0030  HISTORY     - Date     Condition        Report By
 NY0030  HISTORY     - 1920     MONUMENTED       CGS
 NY0030  HISTORY     - 1948     GOOD             CGS
 NY0030  HISTORY     - 1981     GOOD             USGS
 NY0030
 NY0030                          STATION DESCRIPTION
 NY0030
 NY0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1920
 NY0030'2.6 MI NE FROM VALLEY FALLS.
 NY0030'2.6 MILES NORTHEAST ALONG THE FREMONT HIGHWAY (U.S. 395) FROM THE
 NY0030'JUNCTION OF STATE HIGHWAY 31 AT VALLEY FALLS, LAKE COUNTY, THENCE
 NY0030'ABOUT 13 MILES NORTH ALONG THE ALKALI LAKE ROAD.  ABOUT 500 FEET
 NY0030'SOUTHWEST OF A SMALL CABIN AND CORRAL, 10 FEET EAST OF THE ROAD, AND
 NY0030'AT THE CORNER OF A WIRE FENCE.  A STANDARD DISK STAMPED G 17 1920 AND
 NY0030'SET IN THE TOP OF A CONCRETE POST.
 NY0030
 NY0030                          STATION RECOVERY (1948)
 NY0030
 NY0030'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MTP)
 NY0030'STATION IS LOCATED ABOUT 14.5 MILES NORTH ALONG THE VALLEY
 NY0030'FALLS-BUTTE ROAD FROM VALLEY FALLS, ABOUT 500 FEET SOUTHWEST OF A
 NY0030'SMALL CABIN AND CORRAL, AND 10 FEET EAST OF A ROAD, IN A FENCE
 NY0030'CORNER.
 NY0030'
 NY0030'THE STATION MARK, STAMPED G 17 1920, IS A U.S. COAST AND
 NY0030'GEODETIC SURVEY BENCH MARK.  IT IS SET IN A 6 X 6 INCH CONCRETE
 NY0030'POST WHICH PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT
 NY0030'IS 21 FEET EAST OF THE CENTERLINE OF THE MAIN TRAVELED ROAD
 NY0030'LEADING TO THE STATION, AND 1 FOOT EAST OF A FENCELINE WHICH RUNS
 NY0030'NORTH-SOUTH.
 NY0030'
 NY0030'REFERENCE MARK NO. 1, STAMPED BM G 17 NO 1 1948, IS A STANDARD
 NY0030'DISK SET IN THE TOP OF A 10 INCH CONCRETE POST WHICH PROJECTS 3
 NY0030'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 17 FEET EAST OF THE
 NY0030'CENTERLINE OF ROAD LEADING TO THE STATION, AND 1 FOOT EAST OF A
 NY0030'NORTH-SOUTH FENCELINE.
 NY0030'
 NY0030'REFERENCE MARK NO. 2, STAMPED BM G 17 NO 2 1948, IS A STANDARD DISK
 NY0030'SET IN THE TOP OF A 10 INCH CONCRETE POST WHICH PROJECTS 1 INCH
 NY0030'ABOVE THE SURFACE OF THE GROUND.  IT IS 35 FEET EAST OF THE
 NY0030'CENTERLINE OF THE MAIN TRAVELED ROAD, AND 2 FEET EAST OF A
 NY0030'NORTH-SOUTH FENCELINE.
 NY0030'
 NY0030'THE AZIMUTH MARK, STAMPED BM G 17 1948, IS A STANDARD DISK SET
 NY0030'IN A 4 X 3 FOOT BOULDER WHICH PROJECTS 18 INCHES ABOVE THE SURFACE
 NY0030'OF THE GROUND.  IT IS 9-1/2 FEET WEST OF MAIN TRAVELED ROAD, 4
 NY0030'FEET SOUTH OF A WHITE WITNESS POST, AND 0.8 MILE NORTH OF THE
 NY0030'STATION.
 NY0030'
 NY0030'BEST REACHED FROM VALLEY FALLS AS FOLLOWS--TAKE U.S. HIGHWAY 395
 NY0030'NORTH FOR 2.5 MILES TO A DIRT ROAD LEFT.  TURN LEFT ON DIRT ROAD AND
 NY0030'GO 0.3 MILE, PASS THROUGH BARNYARD AND ACROSS BRIDGE AND FOLLOW
 NY0030'ALONG WEST EDGE OF ABERT LAKE FOR 13.4 MILES TO A FENCE CORNER
 NY0030'JUST BEFORE REACHING A SMALL CABIN AND THE STATION SITE.
 NY0030'
 NY0030'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTH ON THE
 NY0030'ROAD LEADING TO THE STATION FOR 0.9 MILE TO THE AZIMUTH MARK ON THE
 NY0030'LEFT AS PER DESCRIPTION.
 NY0030
 NY0030                          STATION RECOVERY (1981)
 NY0030
 NY0030'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 NY0030'2.6 MILES NORTHEEAST ALONG FREMONT HIGHWAY (U.S. 395) FROM THE
 NY0030'JUNCTION OF STATE HIGHWAY 31 AT VALLEY FALLS, LAKE COUNTY, THENCE
 NY0030'ABOUT 14.5 MILE NORTH ALONG THE OLD ALKALI LAKE ROAD, ON THE WEST
 NY0030'SHORE OF LAKE ALBERT, ABOUT 500 FEET SOUTHWEST OF CORRAL , 10 FEET
 NY0030'EAST OF THE ROAD, AND AT THE CORNER OF A WIRE FENCE. A STANDARD DISK,
 NY0030'STAMPED G 17 1920 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0204 ***********************************************************************
 PA0204  DESIGNATION -  G 19
 PA0204  PID         -  PA0204
 PA0204  STATE/COUNTY-  OR/HARNEY
 PA0204  USGS QUAD   -  POISON CREEK SLOUGH (1990)
 PA0204
 PA0204                         *CURRENT SURVEY CONTROL
 PA0204  ___________________________________________________________________
 PA0204* NAD 83(1986)-  43 32 28.     (N)    118 55 22.     (W)     SCALED    
 PA0204* NAVD 88     -      1260.484  (meters)    4135.44   (feet)  ADJUSTED  
 PA0204  ___________________________________________________________________
 PA0204  GEOID HEIGHT-         -19.14  (meters)                     GEOID03
 PA0204  DYNAMIC HT  -        1259.865 (meters)    4133.41  (feet)  COMP
 PA0204  MODELED GRAV-     980,085.0   (mgal)                       NAVD 88
 PA0204
 PA0204  VERT ORDER  -  FIRST     CLASS II
 PA0204
 PA0204.The horizontal coordinates were scaled from a topographic map and have
 PA0204.an estimated accuracy of +/- 6 seconds.
 PA0204
 PA0204.The orthometric height was determined by differential leveling
 PA0204.and adjusted in June 1991.
 PA0204
 PA0204.The geoid height was determined by GEOID03.
 PA0204
 PA0204.The dynamic height is computed by dividing the NAVD 88
 PA0204.geopotential number by the normal gravity value computed on the
 PA0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0204.degrees latitude (g = 980.6199 gals.).
 PA0204
 PA0204.The modeled gravity was interpolated from observed gravity values.
 PA0204
 PA0204;                    North         East    Units  Estimated Accuracy
 PA0204;SPC OR S     -   209,420.    1,627,460.      MT  (+/- 180 meters Scaled)
 PA0204
 PA0204                          SUPERSEDED SURVEY CONTROL
 PA0204
 PA0204  NGVD 29 (??/??/92) 1259.294  (m)         4131.53   (f) ADJ UNCH    1 2
 PA0204
 PA0204.Superseded values are not recommended for survey control.
 PA0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0204.See file dsdata.txt to determine how the superseded data were derived.
 PA0204
 PA0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ446227(NAD 83)
 PA0204_MARKER: DB = BENCH MARK DISK
 PA0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PA0204_STAMPING: G 19 1920
 PA0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0204+STABILITY: SURFACE MOTION
 PA0204
 PA0204  HISTORY     - Date     Condition        Report By
 PA0204  HISTORY     - 1920     MONUMENTED       CGS
 PA0204  HISTORY     - 1949     POOR             NGS
 PA0204  HISTORY     - 1984     MARK NOT FOUND   NGS
 PA0204  HISTORY     - 19860610 MARK NOT FOUND   USPSQD
 PA0204
 PA0204                          STATION DESCRIPTION
 PA0204
 PA0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1920
 PA0204'8 MI SE FROM BURNS.
 PA0204'ABOUT 8 MILES SOUTHEAST ALONG THE CRANE ROAD (OREGON 78) FROM BURNS,
 PA0204'HARNEY COUNTY, AT THE DIAGONAL INTERSECTION OF AN EAST-AND-WEST COUNTY
 PA0204'ROAD, 15 FEET SOUTHWEST OF THE HIGHWAY, AND AT A FENCE CORNER. A
 PA0204'STANDARD DISK, STAMPED G 19 1920 AND SET IN THE TOP OF A CONCRETE
 PA0204'POST.
 PA0204
 PA0204                          STATION RECOVERY (1949)
 PA0204
 PA0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 PA0204'MARK RECOVERED IN POOR CONDITION.
 PA0204
 PA0204                          STATION RECOVERY (1984)
 PA0204
 PA0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PA0204'NOT RECOVERED.
 PA0204
 PA0204                          STATION RECOVERY (1986)
 PA0204
 PA0204'RECOVERY NOTE BY US POWER SQUADRON 1986 (JEB)
 PA0204'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0460 ***********************************************************************
 QE0460  DESIGNATION -  G 192
 QE0460  PID         -  QE0460
 QE0460  STATE/COUNTY-  OR/MARION
 QE0460  USGS QUAD   -  SALEM WEST (1986)
 QE0460
 QE0460                         *CURRENT SURVEY CONTROL
 QE0460  ___________________________________________________________________
 QE0460* NAD 83(1986)-  44 56 23.     (N)    123 02 04.     (W)     SCALED    
 QE0460* NAVD 88     -        47.409  (meters)     155.54   (feet)  ADJUSTED  
 QE0460  ___________________________________________________________________
 QE0460  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 QE0460  DYNAMIC HT  -          47.407 (meters)     155.53  (feet)  COMP
 QE0460  MODELED GRAV-     980,570.8   (mgal)                       NAVD 88
 QE0460
 QE0460  VERT ORDER  -  FIRST     CLASS II
 QE0460
 QE0460.The horizontal coordinates were scaled from a topographic map and have
 QE0460.an estimated accuracy of +/- 6 seconds.
 QE0460
 QE0460.The orthometric height was determined by differential leveling
 QE0460.and adjusted in June 1991.
 QE0460
 QE0460.The geoid height was determined by GEOID03.
 QE0460
 QE0460.The dynamic height is computed by dividing the NAVD 88
 QE0460.geopotential number by the normal gravity value computed on the
 QE0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0460.degrees latitude (g = 980.6199 gals.).
 QE0460
 QE0460.The modeled gravity was interpolated from observed gravity values.
 QE0460
 QE0460;                    North         East    Units  Estimated Accuracy
 QE0460;SPC OR N     -   144,600.    2,300,010.      MT  (+/- 180 meters Scaled)
 QE0460
 QE0460                          SUPERSEDED SURVEY CONTROL
 QE0460
 QE0460  NGVD 29 (??/??/92)   46.381  (m)          152.17   (f) ADJ UNCH    1 2
 QE0460
 QE0460.Superseded values are not recommended for survey control.
 QE0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0460.See file dsdata.txt to determine how the superseded data were derived.
 QE0460
 QE0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ972762(NAD 83)
 QE0460_MARKER: DD = SURVEY DISK
 QE0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0460_STAMPING: G 192 1941
 QE0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0460+STABILITY: SURFACE MOTION
 QE0460
 QE0460  HISTORY     - Date     Condition        Report By
 QE0460  HISTORY     - 1941     MONUMENTED       ORGS
 QE0460  HISTORY     - 1941     GOOD             NGS
 QE0460
 QE0460                          STATION DESCRIPTION
 QE0460
 QE0460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QE0460'IN SALEM.
 QE0460'MARK IS LOCATED IN NORTHWEST CORNER OF POST OFFICE BLOCK, AT SOUTHEAST
 QE0460'CORNER OF COURT AND CHEMEKETA STREETS, 10 FEET SOUTHEAST OF CURB
 QE0460'RADIUS, 1 FOOT NORTHWEST OF SIDEWALK ANGLE, IN PARKING.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0497 ***********************************************************************
 QE0497  DESIGNATION -  G 193
 QE0497  PID         -  QE0497
 QE0497  STATE/COUNTY-  OR/POLK
 QE0497  USGS QUAD   -  DALLAS (1986)
 QE0497
 QE0497                         *CURRENT SURVEY CONTROL
 QE0497  ___________________________________________________________________
 QE0497* NAD 83(1986)-  44 54 50.     (N)    123 19 17.     (W)     SCALED    
 QE0497* NAVD 88     -        98.033  (meters)     321.63   (feet)  ADJUSTED  
 QE0497  ___________________________________________________________________
 QE0497  GEOID HEIGHT-         -22.02  (meters)                     GEOID03
 QE0497  DYNAMIC HT  -          98.032 (meters)     321.63  (feet)  COMP
 QE0497  MODELED GRAV-     980,605.2   (mgal)                       NAVD 88
 QE0497
 QE0497  VERT ORDER  -  FIRST     CLASS II
 QE0497
 QE0497.The horizontal coordinates were scaled from a topographic map and have
 QE0497.an estimated accuracy of +/- 6 seconds.
 QE0497
 QE0497.The orthometric height was determined by differential leveling
 QE0497.and adjusted in June 1991.
 QE0497
 QE0497.The geoid height was determined by GEOID03.
 QE0497
 QE0497.The dynamic height is computed by dividing the NAVD 88
 QE0497.geopotential number by the normal gravity value computed on the
 QE0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0497.degrees latitude (g = 980.6199 gals.).
 QE0497
 QE0497.The modeled gravity was interpolated from observed gravity values.
 QE0497
 QE0497;                    North         East    Units  Estimated Accuracy
 QE0497;SPC OR N     -   142,480.    2,277,280.      MT  (+/- 180 meters Scaled)
 QE0497
 QE0497                          SUPERSEDED SURVEY CONTROL
 QE0497
 QE0497  NGVD 29 (??/??/92)   96.997  (m)          318.23   (f) ADJ UNCH    1 2
 QE0497
 QE0497.Superseded values are not recommended for survey control.
 QE0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0497.See file dsdata.txt to determine how the superseded data were derived.
 QE0497
 QE0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ746734(NAD 83)
 QE0497_MARKER: DD = SURVEY DISK
 QE0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0497_STAMPING: G 193 1940
 QE0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0497+STABILITY: SURFACE MOTION
 QE0497
 QE0497  HISTORY     - Date     Condition        Report By
 QE0497  HISTORY     - 1940     MONUMENTED       ORGS
 QE0497  HISTORY     - 1941     GOOD             NGS
 QE0497  HISTORY     - 1973     MARK NOT FOUND   NGS
 QE0497
 QE0497                          STATION DESCRIPTION
 QE0497
 QE0497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QE0497'IN DALLAS.
 QE0497'MARK IS LOCATED IN DALLAS AT THE INTERSECTION SOUTH MAIN OF HAYTER AND
 QE0497'CHERRY STREETS, 36 FEET SOUTHEAST OF CENTER OF INTERSECTION, 8 INCHES
 QE0497'WEST OF SIDEWALK, 37 FEET SOUTH OF FIREPLUG.  U.S.B.M. WITNESS POST IS
 QE0497'SET NEAR BENCH MARK.
 QE0497
 QE0497                          STATION RECOVERY (1973)
 QE0497
 QE0497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 QE0497'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1302 ***********************************************************************
 RD1302  DESIGNATION -  G 195
 RD1302  PID         -  RD1302
 RD1302  STATE/COUNTY-  OR/CLATSOP
 RD1302  USGS QUAD   -  VINEMAPLE (1984)
 RD1302
 RD1302                         *CURRENT SURVEY CONTROL
 RD1302  ___________________________________________________________________
 RD1302* NAD 83(1986)-  45 53 46.     (N)    123 31 39.     (W)     SCALED    
 RD1302* NAVD 88     -       136.333  (meters)     447.29   (feet)  ADJUSTED  
 RD1302  ___________________________________________________________________
 RD1302  GEOID HEIGHT-         -21.22  (meters)                     GEOID03
 RD1302  DYNAMIC HT  -         136.345 (meters)     447.33  (feet)  COMP
 RD1302  MODELED GRAV-     980,698.4   (mgal)                       NAVD 88
 RD1302
 RD1302  VERT ORDER  -  SECOND    CLASS 0
 RD1302
 RD1302.The horizontal coordinates were scaled from a topographic map and have
 RD1302.an estimated accuracy of +/- 6 seconds.
 RD1302
 RD1302.The orthometric height was determined by differential leveling
 RD1302.and adjusted in June 1991.
 RD1302
 RD1302.The geoid height was determined by GEOID03.
 RD1302
 RD1302.The dynamic height is computed by dividing the NAVD 88
 RD1302.geopotential number by the normal gravity value computed on the
 RD1302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1302.degrees latitude (g = 980.6199 gals.).
 RD1302
 RD1302.The modeled gravity was interpolated from observed gravity values.
 RD1302
 RD1302;                    North         East    Units  Estimated Accuracy
 RD1302;SPC OR N     -   252,150.    2,265,100.      MT  (+/- 180 meters Scaled)
 RD1302
 RD1302                          SUPERSEDED SURVEY CONTROL
 RD1302
 RD1302  NGVD 29 (??/??/92)  135.261  (m)          443.77   (f) ADJ UNCH    2 0
 RD1302
 RD1302.Superseded values are not recommended for survey control.
 RD1302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1302.See file dsdata.txt to determine how the superseded data were derived.
 RD1302
 RD1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR590826(NAD 83)
 RD1302_MARKER: DD = SURVEY DISK
 RD1302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD1302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD1302_STAMPING: 195 G 1941
 RD1302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD1302+STABILITY: SURFACE MOTION
 RD1302
 RD1302  HISTORY     - Date     Condition        Report By
 RD1302  HISTORY     - 1941     MONUMENTED       ORDT
 RD1302  HISTORY     - 1941     GOOD             NGS
 RD1302
 RD1302                          STATION DESCRIPTION
 RD1302
 RD1302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 RD1302'4.5 MI S FROM JEWELL.
 RD1302'ABOUT 4.5 MILES SOUTH OF JEWELL, ALONG THE ELSIE- JEWELL ROAD, ON THE
 RD1302'SOUTHEAST SIDE OF ROAD, 18 FEET FROM CENTER OF ROAD, 4 FEET NEAR SOUTH
 RD1302'OF A POWER POLE REA CO-OP NO. E94.  AN OSHD DISK SET IN A CONCRETE
 RD1302'POST.  WITNESS POST SET BY MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC0437 ***********************************************************************
 SC0437  DESIGNATION -  G 196
 SC0437  PID         -  SC0437
 SC0437  STATE/COUNTY-  OR/COLUMBIA
 SC0437  USGS QUAD   -  MARSHLAND (1985)
 SC0437
 SC0437                         *CURRENT SURVEY CONTROL
 SC0437  ___________________________________________________________________
 SC0437* NAD 83(1986)-  46 00 40.     (N)    123 18 53.     (W)     SCALED    
 SC0437* NAVD 88     -       168.454  (meters)     552.67   (feet)  ADJUSTED  
 SC0437  ___________________________________________________________________
 SC0437  GEOID HEIGHT-         -21.23  (meters)                     GEOID03
 SC0437  DYNAMIC HT  -         168.466 (meters)     552.71  (feet)  COMP
 SC0437  MODELED GRAV-     980,680.5   (mgal)                       NAVD 88
 SC0437
 SC0437  VERT ORDER  -  SECOND    CLASS 0
 SC0437
 SC0437.The horizontal coordinates were scaled from a topographic map and have
 SC0437.an estimated accuracy of +/- 6 seconds.
 SC0437
 SC0437.The orthometric height was determined by differential leveling
 SC0437.and adjusted in June 1991.
 SC0437
 SC0437.The geoid height was determined by GEOID03.
 SC0437
 SC0437.The dynamic height is computed by dividing the NAVD 88
 SC0437.geopotential number by the normal gravity value computed on the
 SC0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0437.degrees latitude (g = 980.6199 gals.).
 SC0437
 SC0437.The modeled gravity was interpolated from observed gravity values.
 SC0437
 SC0437;                    North         East    Units  Estimated Accuracy
 SC0437;SPC OR N     -   264,330.    2,282,050.      MT  (+/- 180 meters Scaled)
 SC0437
 SC0437                          SUPERSEDED SURVEY CONTROL
 SC0437
 SC0437  NGVD 29 (??/??/92)  167.365  (m)          549.10   (f) ADJ UNCH    2 0
 SC0437
 SC0437.Superseded values are not recommended for survey control.
 SC0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0437.See file dsdata.txt to determine how the superseded data were derived.
 SC0437
 SC0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR756953(NAD 83)
 SC0437_MARKER: DD = SURVEY DISK
 SC0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SC0437_STAMPING: G 196 1941
 SC0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0437+STABILITY: SURFACE MOTION
 SC0437
 SC0437  HISTORY     - Date     Condition        Report By
 SC0437  HISTORY     - 1941     MONUMENTED       ORDT
 SC0437
 SC0437                          STATION DESCRIPTION
 SC0437
 SC0437'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1941
 SC0437'1.9 MI NE FROM BIRKENFELD.
 SC0437'ABOUT 1.9 MILES NORTHEAST OF BIRKENFELD, ALONG THE NEHALEM HIGHWAY, 30
 SC0437'FEET EAST OF CENTER OF HIGHWAY, 150 FEET SOUTH OF GATE ON ROAD LEADING
 SC0437'WEST TO THE BERG RANCH, 20 FEET NORTH OF BARNYARD GATE OPPOSITE V.W.
 SC0437'BERG RANCH HOUSE.  AN OSHD DISK SET IN A CONCRETE POST. WITNESS POST
 SC0437'SET BY MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH0857 ***********************************************************************
 OH0857  DESIGNATION -  G 197
 OH0857  PID         -  OH0857
 OH0857  STATE/COUNTY-  OR/MALHEUR
 OH0857  USGS QUAD   -  NYSSA (1965)
 OH0857
 OH0857                         *CURRENT SURVEY CONTROL
 OH0857  ___________________________________________________________________
 OH0857* NAD 83(1986)-  43 52 37.     (N)    116 59 33.     (W)     SCALED    
 OH0857* NAVD 88     -       664.083  (meters)    2178.75   (feet)  ADJUSTED  
 OH0857  ___________________________________________________________________
 OH0857  GEOID HEIGHT-         -17.87  (meters)                     GEOID03
 OH0857  DYNAMIC HT  -         663.874 (meters)    2178.06  (feet)  COMP
 OH0857  MODELED GRAV-     980,282.9   (mgal)                       NAVD 88
 OH0857
 OH0857  VERT ORDER  -  FIRST     CLASS II
 OH0857
 OH0857.The horizontal coordinates were scaled from a topographic map and have
 OH0857.an estimated accuracy of +/- 6 seconds.
 OH0857
 OH0857.The orthometric height was determined by differential leveling
 OH0857.and adjusted in June 1991.
 OH0857
 OH0857.The geoid height was determined by GEOID03.
 OH0857
 OH0857.The dynamic height is computed by dividing the NAVD 88
 OH0857.geopotential number by the normal gravity value computed on the
 OH0857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0857.degrees latitude (g = 980.6199 gals.).
 OH0857
 OH0857.The modeled gravity was interpolated from observed gravity values.
 OH0857
 OH0857;                    North         East    Units  Estimated Accuracy
 OH0857;SPC OR S     -   251,430.    1,781,810.      MT  (+/- 180 meters Scaled)
 OH0857
 OH0857                          SUPERSEDED SURVEY CONTROL
 OH0857
 OH0857  NGVD 29 (??/??/92)  663.120  (m)         2175.59   (f) ADJ UNCH    1 2
 OH0857
 OH0857.Superseded values are not recommended for survey control.
 OH0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0857.See file dsdata.txt to determine how the superseded data were derived.
 OH0857
 OH0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ006582(NAD 83)
 OH0857_MARKER: DD = SURVEY DISK
 OH0857_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OH0857_SP_SET: CURB
 OH0857_STAMPING: G 197 1941
 OH0857_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH0857
 OH0857  HISTORY     - Date     Condition        Report By
 OH0857  HISTORY     - 1941     MONUMENTED       ORDT
 OH0857  HISTORY     - 1941     GOOD             NGS
 OH0857
 OH0857                          STATION DESCRIPTION
 OH0857
 OH0857'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 OH0857'IN NYSSA.
 OH0857'AT NYSSA, MALHEUR COUNTY, AT THE OREGON TRAIL WEST (U.S. 28) SUBWAY
 OH0857'UNDER THE UNION PACIFIC RAILROAD, AT THE WEST END, 27 FEET SOUTH OF
 OH0857'THE CENTER LINE OF THE HIGHWAY, AND IN THE TOP OF THE CURB.  AN OREGON
 OH0857'STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED G 197 1941.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0965 ***********************************************************************
 RD0965  DESIGNATION -  G 198
 RD0965  PID         -  RD0965
 RD0965  STATE/COUNTY-  OR/TILLAMOOK
 RD0965  USGS QUAD   -  DOLPH (1985)
 RD0965
 RD0965                         *CURRENT SURVEY CONTROL
 RD0965  ___________________________________________________________________
 RD0965* NAD 83(1986)-  45 06 19.     (N)    123 47 25.     (W)     SCALED    
 RD0965* NAVD 88     -       128.803  (meters)     422.58   (feet)  ADJUSTED  
 RD0965  ___________________________________________________________________
 RD0965  GEOID HEIGHT-         -21.87  (meters)                     GEOID03
 RD0965  DYNAMIC HT  -         128.803 (meters)     422.58  (feet)  COMP
 RD0965  MODELED GRAV-     980,619.6   (mgal)                       NAVD 88
 RD0965
 RD0965  VERT ORDER  -  FIRST     CLASS II
 RD0965
 RD0965.The horizontal coordinates were scaled from a topographic map and have
 RD0965.an estimated accuracy of +/- 6 seconds.
 RD0965
 RD0965.The orthometric height was determined by differential leveling
 RD0965.and adjusted in June 1991.
 RD0965
 RD0965.The geoid height was determined by GEOID03.
 RD0965
 RD0965.The dynamic height is computed by dividing the NAVD 88
 RD0965.geopotential number by the normal gravity value computed on the
 RD0965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0965.degrees latitude (g = 980.6199 gals.).
 RD0965
 RD0965.The modeled gravity was interpolated from observed gravity values.
 RD0965
 RD0965;                    North         East    Units  Estimated Accuracy
 RD0965;SPC OR N     -   165,130.    2,241,150.      MT  (+/- 180 meters Scaled)
 RD0965
 RD0965                          SUPERSEDED SURVEY CONTROL
 RD0965
 RD0965  NGVD 29 (??/??/92)  127.747  (m)          419.12   (f) ADJ UNCH    1 2
 RD0965
 RD0965.Superseded values are not recommended for survey control.
 RD0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0965.See file dsdata.txt to determine how the superseded data were derived.
 RD0965
 RD0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ378949(NAD 83)
 RD0965_MARKER: DD = SURVEY DISK
 RD0965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0965_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0965_STAMPING: G 198 1940
 RD0965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0965+STABILITY: SURFACE MOTION
 RD0965
 RD0965  HISTORY     - Date     Condition        Report By
 RD0965  HISTORY     - 1940     MONUMENTED       ORDT
 RD0965  HISTORY     - 1941     GOOD             NGS
 RD0965
 RD0965                          STATION DESCRIPTION
 RD0965
 RD0965'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 RD0965'IN DOLPH.
 RD0965'MARK IS LOCATED IN TOWN OF DOLPH, 70, FEET NORTH OF SERVICE STATION,
 RD0965'30 FEET WEST OF THREE RIVERS HIGHWAY, 20 FEET NORTH OF SOUTHEAST
 RD0965'CORNER OF HOTEL.  U.S.B.M. WITNESS POST IS SET NEAR THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0003 ***********************************************************************
 PA0003  DESIGNATION -  G 20
 PA0003  PID         -  PA0003
 PA0003  STATE/COUNTY-  OR/MALHEUR
 PA0003  USGS QUAD   -  MOSQUITO MTN (1973)
 PA0003
 PA0003                         *CURRENT SURVEY CONTROL
 PA0003  ___________________________________________________________________
 PA0003* NAD 83(1986)-  43 37 22.     (N)    118 05 08.     (W)     SCALED    
 PA0003* NAVD 88     -       954.592  (meters)    3131.86   (feet)  ADJUSTED  
 PA0003  ___________________________________________________________________
 PA0003  GEOID HEIGHT-         -18.19  (meters)                     GEOID03
 PA0003  DYNAMIC HT  -         954.134 (meters)    3130.35  (feet)  COMP
 PA0003  MODELED GRAV-     980,108.8   (mgal)                       NAVD 88
 PA0003
 PA0003  VERT ORDER  -  FIRST     CLASS II
 PA0003
 PA0003.The horizontal coordinates were scaled from a topographic map and have
 PA0003.an estimated accuracy of +/- 6 seconds.
 PA0003
 PA0003.The orthometric height was determined by differential leveling
 PA0003.and adjusted in June 1991.
 PA0003
 PA0003.The geoid height was determined by GEOID03.
 PA0003
 PA0003.The dynamic height is computed by dividing the NAVD 88
 PA0003.geopotential number by the normal gravity value computed on the
 PA0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0003.degrees latitude (g = 980.6199 gals.).
 PA0003
 PA0003.The modeled gravity was interpolated from observed gravity values.
 PA0003
 PA0003;                    North         East    Units  Estimated Accuracy
 PA0003;SPC OR S     -   220,100.    1,694,840.      MT  (+/- 180 meters Scaled)
 PA0003
 PA0003                          SUPERSEDED SURVEY CONTROL
 PA0003
 PA0003  NGVD 29 (??/??/92)  953.435  (m)         3128.06   (f) ADJ UNCH    1 2
 PA0003
 PA0003.Superseded values are not recommended for survey control.
 PA0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0003.See file dsdata.txt to determine how the superseded data were derived.
 PA0003
 PA0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ124305(NAD 83)
 PA0003_MARKER: DB = BENCH MARK DISK
 PA0003_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PA0003_SP_SET: ABUTMENT
 PA0003_STAMPING: G 20 1920
 PA0003_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PA0003
 PA0003  HISTORY     - Date     Condition        Report By
 PA0003  HISTORY     - 1920     MONUMENTED       CGS
 PA0003
 PA0003                          STATION DESCRIPTION
 PA0003
 PA0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1920
 PA0003'1.6 MI N FROM LONG.
 PA0003'1.6 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 PA0003'LONG, MALHEUR COUNTY, IN THE SOUTH ABUTMENT OF BRIDGE 84.99, AND ON
 PA0003'THE EAST SIDE OF THE TRACK.  A STANDARD DISK, STAMPED G 20 1920.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH0820 ***********************************************************************
 OH0820  DESIGNATION -  G 21
 OH0820  PID         -  OH0820
 OH0820  STATE/COUNTY-  OR/MALHEUR
 OH0820  USGS QUAD   -  VALE WEST (1967)
 OH0820
 OH0820                         *CURRENT SURVEY CONTROL
 OH0820  ___________________________________________________________________
 OH0820* NAD 83(1986)-  43 58 01.     (N)    117 16 24.     (W)     SCALED    
 OH0820* NAVD 88     -       692.006  (meters)    2270.36   (feet)  POSTED    
 OH0820  ___________________________________________________________________
 OH0820  GEOID HEIGHT-         -18.01  (meters)                     GEOID03
 OH0820  DYNAMIC HT  -         691.790 (meters)    2269.65  (feet)  COMP
 OH0820  MODELED GRAV-     980,278.4   (mgal)                       NAVD 88
 OH0820
 OH0820  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OH0820
 OH0820.The horizontal coordinates were scaled from a topographic map and have
 OH0820.an estimated accuracy of +/- 6 seconds.
 OH0820
 OH0820.The orthometric height was determined by differential leveling
 OH0820.and adjusted by the  in 1992.
 OH0820.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OH0820.rate of 0.0 thru 1.0 mm/km.
 OH0820
 OH0820.The geoid height was determined by GEOID03.
 OH0820
 OH0820.The dynamic height is computed by dividing the NAVD 88
 OH0820.geopotential number by the normal gravity value computed on the
 OH0820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0820.degrees latitude (g = 980.6199 gals.).
 OH0820
 OH0820.The modeled gravity was interpolated from observed gravity values.
 OH0820
 OH0820;                    North         East    Units  Estimated Accuracy
 OH0820;SPC OR S     -   260,520.    1,758,880.      MT  (+/- 180 meters Scaled)
 OH0820
 OH0820                          SUPERSEDED SURVEY CONTROL
 OH0820
 OH0820  NGVD 29 (??/??/92)  691.000  (m)         2267.06   (f) ADJ UNCH    1 2
 OH0820
 OH0820.Superseded values are not recommended for survey control.
 OH0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0820.See file dsdata.txt to determine how the superseded data were derived.
 OH0820
 OH0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ780682(NAD 83)
 OH0820_MARKER: Q = CHISELED SQUARE
 OH0820_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OH0820_SP_SET: CULVERT
 OH0820_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH0820
 OH0820  HISTORY     - Date     Condition        Report By
 OH0820  HISTORY     - UNK      MONUMENTED       CGS
 OH0820  HISTORY     - 1935     GOOD             NGS
 OH0820
 OH0820                          STATION DESCRIPTION
 OH0820
 OH0820'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 OH0820'2.1 MI SW FROM VALE.
 OH0820'2.1 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 OH0820'AT VALE, MALHEUR COUNTY, ABOUT 125 FEET SOUTHWEST OF THE TRESTLE OVER
 OH0820'BULLY CREEK, IN THE NORTHWEST HEADWALL OF CULVERT 17.62, 9 INCHES FROM
 OH0820'THE SOUTHWEST END.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0280 ***********************************************************************
 RD0280  DESIGNATION -  G 210
 RD0280  PID         -  RD0280
 RD0280  STATE/COUNTY-  OR/YAMHILL
 RD0280  USGS QUAD   -  NEWBERG (1985)
 RD0280
 RD0280                         *CURRENT SURVEY CONTROL
 RD0280  ___________________________________________________________________
 RD0280* NAD 83(1986)-  45 18 00.     (N)    122 58 56.     (W)     SCALED    
 RD0280* NAVD 88     -        53.176  (meters)     174.46   (feet)  ADJUSTED  
 RD0280  ___________________________________________________________________
 RD0280  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 RD0280  DYNAMIC HT  -          53.175 (meters)     174.46  (feet)  COMP
 RD0280  MODELED GRAV-     980,600.8   (mgal)                       NAVD 88
 RD0280
 RD0280  VERT ORDER  -  SECOND    CLASS 0
 RD0280
 RD0280.The horizontal coordinates were scaled from a topographic map and have
 RD0280.an estimated accuracy of +/- 6 seconds.
 RD0280
 RD0280.The orthometric height was determined by differential leveling
 RD0280.and adjusted in June 1991.
 RD0280
 RD0280.The geoid height was determined by GEOID03.
 RD0280
 RD0280.The dynamic height is computed by dividing the NAVD 88
 RD0280.geopotential number by the normal gravity value computed on the
 RD0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0280.degrees latitude (g = 980.6199 gals.).
 RD0280
 RD0280.The modeled gravity was interpolated from observed gravity values.
 RD0280
 RD0280;                    North         East    Units  Estimated Accuracy
 RD0280;SPC OR N     -   184,490.    2,305,360.      MT  (+/- 180 meters Scaled)
 RD0280
 RD0280                          SUPERSEDED SURVEY CONTROL
 RD0280
 RD0280  NGVD 29 (??/??/92)   52.150  (m)          171.10   (f) ADJ UNCH    2 0
 RD0280
 RD0280.Superseded values are not recommended for survey control.
 RD0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0280.See file dsdata.txt to determine how the superseded data were derived.
 RD0280
 RD0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER013162(NAD 83)
 RD0280_MARKER: DB = BENCH MARK DISK
 RD0280_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RD0280_SP_SET: FOUNDATION
 RD0280_STAMPING: 170-G-210 1934
 RD0280_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RD0280
 RD0280  HISTORY     - Date     Condition        Report By
 RD0280  HISTORY     - 1934     MONUMENTED       CGS
 RD0280  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 RD0280  HISTORY     - 20070901 MARK NOT FOUND   INDIV
 RD0280
 RD0280                          STATION DESCRIPTION
 RD0280
 RD0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RD0280'IN NEWBERG.
 RD0280'AT THE INTERSECTION OF THE WEST SIDE PACIFIC HIGHWAY (U.S. 99-W) AND
 RD0280'THE SOUTHERN PACIFIC RAILROAD, 22 FEET NORTHWEST OF THE CENTER LINE OF
 RD0280'THE HIGHWAY, 11 FEET NORTH EAST OF THE TRACK, ON THE SOUTH EAST SIDE
 RD0280'OF CONCRETE FOUNDATION FOR RAILROAD DANGER SIGNAL.
 RD0280
 RD0280                          STATION RECOVERY (1990)
 RD0280
 RD0280'RECOVERY NOTE BY US POWER SQUADRON 1990 (KRN)
 RD0280'MARK NOT FOUND.
 RD0280
 RD0280                          STATION RECOVERY (2007)
 RD0280
 RD0280'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (ES)
 RD0280'MONUMENT NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0703 ***********************************************************************
 QE0703  DESIGNATION -  G 214
 QE0703  PID         -  QE0703
 QE0703  STATE/COUNTY-  OR/POLK
 QE0703  USGS QUAD   -  MONMOUTH (1986)
 QE0703
 QE0703                         *CURRENT SURVEY CONTROL
 QE0703  ___________________________________________________________________
 QE0703* NAD 83(1986)-  44 51 35.     (N)    123 14 16.     (W)     SCALED    
 QE0703* NAVD 88     -        57.751  (meters)     189.47   (feet)  ADJUSTED  
 QE0703  ___________________________________________________________________
 QE0703  GEOID HEIGHT-         -22.41  (meters)                     GEOID03
 QE0703  DYNAMIC HT  -          57.749 (meters)     189.46  (feet)  COMP
 QE0703  MODELED GRAV-     980,582.2   (mgal)                       NAVD 88
 QE0703
 QE0703  VERT ORDER  -  SECOND    CLASS 0
 QE0703
 QE0703.The horizontal coordinates were scaled from a topographic map and have
 QE0703.an estimated accuracy of +/- 6 seconds.
 QE0703
 QE0703.The orthometric height was determined by differential leveling
 QE0703.and adjusted in June 1991.
 QE0703
 QE0703.The geoid height was determined by GEOID03.
 QE0703
 QE0703.The dynamic height is computed by dividing the NAVD 88
 QE0703.geopotential number by the normal gravity value computed on the
 QE0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0703.degrees latitude (g = 980.6199 gals.).
 QE0703
 QE0703.The modeled gravity was interpolated from observed gravity values.
 QE0703
 QE0703;                    North         East    Units  Estimated Accuracy
 QE0703;SPC OR N     -   136,240.    2,283,670.      MT  (+/- 180 meters Scaled)
 QE0703
 QE0703                          SUPERSEDED SURVEY CONTROL
 QE0703
 QE0703  NGVD 29 (??/??/92)   56.729  (m)          186.12   (f) ADJ UNCH    2 0
 QE0703
 QE0703.Superseded values are not recommended for survey control.
 QE0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0703.See file dsdata.txt to determine how the superseded data were derived.
 QE0703
 QE0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ812673(NAD 83)
 QE0703_MARKER: DD = SURVEY DISK
 QE0703_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QE0703_SP_SET: CULVERT
 QE0703_STAMPING: 186 186 G 214 1929 34 1941
 QE0703_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0703_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QE0703+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2004
 QE0703
 QE0703  HISTORY     - Date     Condition        Report By
 QE0703  HISTORY     - 1941     MONUMENTED       ORDT
 QE0703  HISTORY     - 1968     GOOD             NGS
 QE0703  HISTORY     - 1984     GOOD             USPSQD
 QE0703  HISTORY     - 1989     GOOD             USPSQD
 QE0703  HISTORY     - 20040403 GOOD             USPSQD
 QE0703
 QE0703                          STATION DESCRIPTION
 QE0703
 QE0703'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 QE0703'0.8 MI N FROM MONMOUTH.
 QE0703'0.8 MILE NORTH ALONG THE OLD RICKREALL-MONMOUTH HIGHWAY FROM THE
 QE0703'INTERSECTION OF MAIN STREET AND MONMOUTH AVENUE NORTH IN MONMOUTH,
 QE0703'0.05 MILE SOUTH OF THE TILE FACTORY AT THE CONCRETE CULVERT OVER THE
 QE0703'MIDDLE FORK OF ASH CREEK IN THE TOP OF THE WING WALL, 18 FEET WEST OF
 QE0703'THE CENTER OF THE HIGHWAY AND 1 FOOT LOWER THAN THE HIGHWAY.  THE
 QE0703'LETTERS B M WERE PAINTED ON THE HEAD WALL.
 QE0703
 QE0703                          STATION RECOVERY (1984)
 QE0703
 QE0703'RECOVERY NOTE BY US POWER SQUADRON 1984
 QE0703'PACIFIC HWY. WEST U.S. 99 W IS NOW A COUNTY ROAD, RIDDELL ROAD.
 QE0703
 QE0703                          STATION RECOVERY (1989)
 QE0703
 QE0703'RECOVERY NOTE BY US POWER SQUADRON 1989 (AES)
 QE0703'RECOVERED IN GOOD CONDITION.
 QE0703
 QE0703                          STATION RECOVERY (2004)
 QE0703
 QE0703'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 QE0703'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0020 ***********************************************************************
 PB0020  DESIGNATION -  G 22
 PB0020  PID         -  PB0020
 PB0020  STATE/COUNTY-  OR/DESCHUTES
 PB0020  USGS QUAD   -  WEST OF HAMPTON (1983)
 PB0020
 PB0020                         *CURRENT SURVEY CONTROL
 PB0020  ___________________________________________________________________
 PB0020* NAD 83(1986)-  43 42 21.     (N)    120 19 04.     (W)     SCALED    
 PB0020* NAVD 88     -      1346.658  (meters)    4418.16   (feet)  ADJUSTED  
 PB0020  ___________________________________________________________________
 PB0020  GEOID HEIGHT-         -19.81  (meters)                     GEOID03
 PB0020  DYNAMIC HT  -        1345.986 (meters)    4415.96  (feet)  COMP
 PB0020  MODELED GRAV-     980,073.5   (mgal)                       NAVD 88
 PB0020
 PB0020  VERT ORDER  -  FIRST     CLASS II
 PB0020
 PB0020.The horizontal coordinates were scaled from a topographic map and have
 PB0020.an estimated accuracy of +/- 6 seconds.
 PB0020
 PB0020.The orthometric height was determined by differential leveling
 PB0020.and adjusted in June 1991.
 PB0020
 PB0020.The geoid height was determined by GEOID03.
 PB0020
 PB0020.The dynamic height is computed by dividing the NAVD 88
 PB0020.geopotential number by the normal gravity value computed on the
 PB0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0020.degrees latitude (g = 980.6199 gals.).
 PB0020
 PB0020.The modeled gravity was interpolated from observed gravity values.
 PB0020
 PB0020;                    North         East    Units  Estimated Accuracy
 PB0020;SPC OR S     -   226,540.    1,514,690.      MT  (+/- 180 meters Scaled)
 PB0020
 PB0020                          SUPERSEDED SURVEY CONTROL
 PB0020
 PB0020  NGVD 29 (??/??/92) 1345.420  (m)         4414.10   (f) ADJ UNCH    1 2
 PB0020
 PB0020.Superseded values are not recommended for survey control.
 PB0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0020.See file dsdata.txt to determine how the superseded data were derived.
 PB0020
 PB0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGP161426(NAD 83)
 PB0020_MARKER: DB = BENCH MARK DISK
 PB0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0020_STAMPING: G 22 1920
 PB0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0020+STABILITY: SURFACE MOTION
 PB0020
 PB0020  HISTORY     - Date     Condition        Report By
 PB0020  HISTORY     - 1920     MONUMENTED       CGS
 PB0020  HISTORY     - 1943     GOOD             NGS
 PB0020
 PB0020                          STATION DESCRIPTION
 PB0020
 PB0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PB0020'4.8 MI NW FROM HAMPTON.
 PB0020'ABOUT 4.8 MILES NORTHWEST ALONG U.S. HIGHWAY 20 AND 0.4 MILE SOUTH
 PB0020'ALONG THE OLD BEND-BURNS ROAD FROM HAMPTON, DESCHUTES COUNTY, SET IN
 PB0020'SMALL VALLEY NEAR THE RUINS OF A FENCE LINE, 48.0 FEET EAST OF THE
 PB0020'CENTER LINE OF THE ROAD, PROJECTING ABOUT 5-INCHES ABOVE THE GROUND,
 PB0020'2.0 FEET NORTHEAST OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1108 ***********************************************************************
 RD1108  DESIGNATION -  G 223
 RD1108  PID         -  RD1108
 RD1108  STATE/COUNTY-  OR/TILLAMOOK
 RD1108  USGS QUAD   -  THE PENINSULA (1984)
 RD1108
 RD1108                         *CURRENT SURVEY CONTROL
 RD1108  ___________________________________________________________________
 RD1108* NAD 83(1986)-  45 28 22.     (N)    123 44 04.     (W)     SCALED    
 RD1108* NAVD 88     -        24.464  (meters)      80.26   (feet)  ADJUSTED  
 RD1108  ___________________________________________________________________
 RD1108  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 RD1108  DYNAMIC HT  -          24.466 (meters)      80.27  (feet)  COMP
 RD1108  MODELED GRAV-     980,696.8   (mgal)                       NAVD 88
 RD1108
 RD1108  VERT ORDER  -  SECOND    CLASS 0
 RD1108
 RD1108.The horizontal coordinates were scaled from a topographic map and have
 RD1108.an estimated accuracy of +/- 6 seconds.
 RD1108
 RD1108.The orthometric height was determined by differential leveling
 RD1108.and adjusted in June 1991.
 RD1108
 RD1108.The geoid height was determined by GEOID03.
 RD1108
 RD1108.The dynamic height is computed by dividing the NAVD 88
 RD1108.geopotential number by the normal gravity value computed on the
 RD1108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1108.degrees latitude (g = 980.6199 gals.).
 RD1108
 RD1108.The modeled gravity was interpolated from observed gravity values.
 RD1108
 RD1108;                    North         East    Units  Estimated Accuracy
 RD1108;SPC OR N     -   205,760.    2,247,170.      MT  (+/- 180 meters Scaled)
 RD1108
 RD1108                          SUPERSEDED SURVEY CONTROL
 RD1108
 RD1108  NGVD 29 (??/??/92)   23.42   (m)           76.8    (f) COMPUTED    2 0
 RD1108
 RD1108.Superseded values are not recommended for survey control.
 RD1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1108.See file dsdata.txt to determine how the superseded data were derived.
 RD1108
 RD1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR425357(NAD 83)
 RD1108_MARKER: DD = SURVEY DISK
 RD1108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD1108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD1108_STAMPING: G 223 1937
 RD1108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD1108+STABILITY: SURFACE MOTION
 RD1108
 RD1108  HISTORY     - Date     Condition        Report By
 RD1108  HISTORY     - 1937     MONUMENTED       ORDT
 RD1108  HISTORY     - 1942     GOOD             NGS
 RD1108  HISTORY     - 1962     MARK NOT FOUND   NGS
 RD1108  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 RD1108  HISTORY     - 19921025 MARK NOT FOUND   USPSQD
 RD1108
 RD1108                          STATION DESCRIPTION
 RD1108
 RD1108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 RD1108'5.85 MI E FROM TILLAMOOK.
 RD1108'ABOUT 5.85 MILES EAST OF THE TILLAMOOK POST OFFICE ALONG HIGHWAY 6,
 RD1108'400 FEET EAST OF MILLS BRIDGE OVER THE WILSON RIVER, AND 40 FEET NORTH
 RD1108'OF THE CENTER LINE OF THE HIGHWAY WITNESS POST SET.
 RD1108
 RD1108                          STATION RECOVERY (1962)
 RD1108
 RD1108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 RD1108'MARK NOT FOUND.
 RD1108
 RD1108                          STATION RECOVERY (1990)
 RD1108
 RD1108'RECOVERY NOTE BY US POWER SQUADRON 1990 (KRN)
 RD1108'MARK NOT FOUND.
 RD1108
 RD1108                          STATION RECOVERY (1992)
 RD1108
 RD1108'RECOVERY NOTE BY US POWER SQUADRON 1992 (KRN)
 RD1108'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0599 ***********************************************************************
 QE0599  DESIGNATION -  G 226
 QE0599  PID         -  QE0599
 QE0599  STATE/COUNTY-  OR/POLK
 QE0599  USGS QUAD   -  FALLS CITY (1974)
 QE0599
 QE0599                         *CURRENT SURVEY CONTROL
 QE0599  ___________________________________________________________________
 QE0599* NAD 83(1986)-  44 51 54.     (N)    123 26 11.     (W)     SCALED    
 QE0599* NAVD 88     -       115.718  (meters)     379.65   (feet)  ADJUSTED  
 QE0599  ___________________________________________________________________
 QE0599  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 QE0599  DYNAMIC HT  -         115.716 (meters)     379.64  (feet)  COMP
 QE0599  MODELED GRAV-     980,596.7   (mgal)                       NAVD 88
 QE0599
 QE0599  VERT ORDER  -  SECOND    CLASS 0
 QE0599
 QE0599.The horizontal coordinates were scaled from a topographic map and have
 QE0599.an estimated accuracy of +/- 6 seconds.
 QE0599
 QE0599.The orthometric height was determined by differential leveling
 QE0599.and adjusted in June 1991.
 QE0599
 QE0599.The geoid height was determined by GEOID03.
 QE0599
 QE0599.The dynamic height is computed by dividing the NAVD 88
 QE0599.geopotential number by the normal gravity value computed on the
 QE0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0599.degrees latitude (g = 980.6199 gals.).
 QE0599
 QE0599.The modeled gravity was interpolated from observed gravity values.
 QE0599
 QE0599;                    North         East    Units  Estimated Accuracy
 QE0599;SPC OR N     -   137,380.    2,268,000.      MT  (+/- 180 meters Scaled)
 QE0599
 QE0599                          SUPERSEDED SURVEY CONTROL
 QE0599
 QE0599  NGVD 29 (??/??/92)  114.684  (m)          376.26   (f) ADJ UNCH    2 0
 QE0599
 QE0599.Superseded values are not recommended for survey control.
 QE0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0599.See file dsdata.txt to determine how the superseded data were derived.
 QE0599
 QE0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ655680(NAD 83)
 QE0599_MARKER: R = RIVET
 QE0599_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QE0599_SP_SET: CURB
 QE0599_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0599
 QE0599  HISTORY     - Date     Condition        Report By
 QE0599  HISTORY     - UNK      MONUMENTED       CGS
 QE0599  HISTORY     - 1934     GOOD             NGS
 QE0599  HISTORY     - 1973     MARK NOT FOUND   NGS
 QE0599
 QE0599                          STATION DESCRIPTION
 QE0599
 QE0599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QE0599'IN FALLS CITY.
 QE0599'IN THE SOUTHWEST PART OF TOWN, AT THE INTERSECTION OF SOUTH MAIN
 QE0599'STREET WITH THE ROAD SOUTH TO VALSETZ, 107 YARDS NORTH OF SOUTHERN
 QE0599'PACIFIC RAILROAD TRACK, AT THE NORTHEAST CORNER OF INTERSECTION, SET
 QE0599'IN CONCRETE CURBING.
 QE0599
 QE0599                          STATION RECOVERY (1973)
 QE0599
 QE0599'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 QE0599'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0809 ***********************************************************************
 QD0809  DESIGNATION -  G 23
 QD0809  PID         -  QD0809
 QD0809  STATE/COUNTY-  OR/DESCHUTES
 QD0809  USGS QUAD   -  BEND (1981)
 QD0809
 QD0809                         *CURRENT SURVEY CONTROL
 QD0809  ___________________________________________________________________
 QD0809* NAD 83(1986)-  44 03 35.     (N)    121 18 34.     (W)     SCALED    
 QD0809* NAVD 88     -      1107.229  (meters)    3632.63   (feet)  ADJUSTED  
 QD0809  ___________________________________________________________________
 QD0809  GEOID HEIGHT-         -20.93  (meters)                     GEOID03
 QD0809  DYNAMIC HT  -        1106.789 (meters)    3631.19  (feet)  COMP
 QD0809  MODELED GRAV-     980,183.7   (mgal)                       NAVD 88
 QD0809
 QD0809  VERT ORDER  -  FIRST     CLASS II
 QD0809
 QD0809.The horizontal coordinates were scaled from a topographic map and have
 QD0809.an estimated accuracy of +/- 6 seconds.
 QD0809
 QD0809.The orthometric height was determined by differential leveling
 QD0809.and adjusted in June 1991.
 QD0809
 QD0809.The geoid height was determined by GEOID03.
 QD0809
 QD0809.The dynamic height is computed by dividing the NAVD 88
 QD0809.geopotential number by the normal gravity value computed on the
 QD0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0809.degrees latitude (g = 980.6199 gals.).
 QD0809
 QD0809.The modeled gravity was interpolated from observed gravity values.
 QD0809
 QD0809;                    North         East    Units  Estimated Accuracy
 QD0809;SPC OR S     -   266,150.    1,435,140.      MT  (+/- 180 meters Scaled)
 QD0809
 QD0809                          SUPERSEDED SURVEY CONTROL
 QD0809
 QD0809  NGVD 29 (??/??/92) 1106.058  (m)         3628.79   (f) ADJ UNCH    1 2
 QD0809
 QD0809.Superseded values are not recommended for survey control.
 QD0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0809.See file dsdata.txt to determine how the superseded data were derived.
 QD0809
 QD0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP354798(NAD 83)
 QD0809_MARKER: DB = BENCH MARK DISK
 QD0809_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QD0809_SP_SET: WALL
 QD0809_STAMPING: G-23 3629 1920
 QD0809_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QD0809
 QD0809  HISTORY     - Date     Condition        Report By
 QD0809  HISTORY     - 1920     MONUMENTED       CGS
 QD0809  HISTORY     - 1936     GOOD             NGS
 QD0809  HISTORY     - 1941     GOOD             NGS
 QD0809  HISTORY     - 19880713 MARK NOT FOUND   NGS
 QD0809
 QD0809                          STATION DESCRIPTION
 QD0809
 QD0809'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 QD0809'IN BEND.
 QD0809'AT BEND-- ON NORTH SIDE OF GREENWOOD AVENUE BETWEEN KEARNEY AND HILL
 QD0809'STREETS.  SET VERTICAL ON WALL BETWEEN COPELAND LUMBER CO., MOTOR
 QD0809'MARKET, AND WEST OF DOOR TO DESCHUTES HOTEL.  U.S. COAST AND GEODETIC
 QD0809'SURVEY STANDARD DISK.
 QD0809
 QD0809                          STATION RECOVERY (1941)
 QD0809
 QD0809'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 QD0809'RECOVERED IN GOOD CONDITION.
 QD0809
 QD0809                          STATION RECOVERY (1988)
 QD0809
 QD0809'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QD0809'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0312 ***********************************************************************
 QE0312  DESIGNATION -  G 230
 QE0312  PID         -  QE0312
 QE0312  STATE/COUNTY-  OR/LINN
 QE0312  USGS QUAD   -  BROWNSVILLE (1988)
 QE0312
 QE0312                         *CURRENT SURVEY CONTROL
 QE0312  ___________________________________________________________________
 QE0312* NAD 83(1986)-  44 23 10.     (N)    123 00 03.     (W)     SCALED    
 QE0312* NAVD 88     -        98.393  (meters)     322.81   (feet)  ADJUSTED  
 QE0312  ___________________________________________________________________
 QE0312  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 QE0312  DYNAMIC HT  -          98.383 (meters)     322.78  (feet)  COMP
 QE0312  MODELED GRAV-     980,511.4   (mgal)                       NAVD 88
 QE0312
 QE0312  VERT ORDER  -  SECOND    CLASS 0
 QE0312
 QE0312.The horizontal coordinates were scaled from a topographic map and have
 QE0312.an estimated accuracy of +/- 6 seconds.
 QE0312
 QE0312.The orthometric height was determined by differential leveling
 QE0312.and adjusted in June 1991.
 QE0312
 QE0312.The geoid height was determined by GEOID03.
 QE0312
 QE0312.The dynamic height is computed by dividing the NAVD 88
 QE0312.geopotential number by the normal gravity value computed on the
 QE0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0312.degrees latitude (g = 980.6199 gals.).
 QE0312
 QE0312.The modeled gravity was interpolated from observed gravity values.
 QE0312
 QE0312;                    North         East    Units  Estimated Accuracy
 QE0312;SPC OR N     -    83,030.    2,300,760.      MT  (+/- 180 meters Scaled)
 QE0312
 QE0312                          SUPERSEDED SURVEY CONTROL
 QE0312
 QE0312  NGVD 29 (??/??/92)   97.353  (m)          319.40   (f) ADJ UNCH    2 0
 QE0312
 QE0312.Superseded values are not recommended for survey control.
 QE0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0312.See file dsdata.txt to determine how the superseded data were derived.
 QE0312
 QE0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ999147(NAD 83)
 QE0312_MARKER: DD = SURVEY DISK
 QE0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0312_STAMPING: G 230 1909 B 23 319 ORE
 QE0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0312+STABILITY: SURFACE MOTION
 QE0312
 QE0312  HISTORY     - Date     Condition        Report By
 QE0312  HISTORY     - 1909     MONUMENTED       USGS
 QE0312  HISTORY     - 1943     GOOD             NGS
 QE0312  HISTORY     - 1965     MARK NOT FOUND   NGS
 QE0312
 QE0312                          STATION DESCRIPTION
 QE0312
 QE0312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QE0312'0.9 MI E FROM BROWNSVILLE.
 QE0312'THIS MARK IS ABOUT 0.8 MILE EAST ALONG STATE HIGHWAY 228 AND 0.1 MILE
 QE0312'SOUTH ALONG THE SOUTHERN PACIFIC RAILWAY FROM THE GRADE SCHOOL AT
 QE0312'BROWNSVILLE, LINN COUNTY, 38.0 FEET WEST OF THE WEST RAIL, 10.0 FEET
 QE0312'WEST OF A NORTH-SOUTH FENCE, 23.0 FEET SOUTH OF THE CENTER LINE OF AN
 QE0312'ABANDON EAST-WEST CROSS ROAD, PROJECTING ABOUT 6-INCHES ABOVE THE
 QE0312'GROUND, 2.0 FEET NORTH OF A REFERENCE POST.
 QE0312
 QE0312                          STATION RECOVERY (1965)
 QE0312
 QE0312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 QE0312'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0976 ***********************************************************************
 QE0976  DESIGNATION -  G 237
 QE0976  PID         -  QE0976
 QE0976  STATE/COUNTY-  OR/LANE
 QE0976  USGS QUAD   -  MAPLETON (1984)
 QE0976
 QE0976                         *CURRENT SURVEY CONTROL
 QE0976  ___________________________________________________________________
 QE0976* NAD 83(1986)-  44 03 28.     (N)    123 47 37.     (W)     SCALED    
 QE0976* NAVD 88     -        41.17   (+/-2cm)     135.1    (feet)  VERTCON   
 QE0976  ___________________________________________________________________
 QE0976  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 QE0976  VERT ORDER  -  ? (See Below)
 QE0976
 QE0976.The horizontal coordinates were scaled from a topographic map and have
 QE0976.an estimated accuracy of +/- 6 seconds.
 QE0976
 QE0976.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE0976.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE0976.The vertical order pertains to the NGVD 29 superseded value.
 QE0976
 QE0976.The geoid height was determined by GEOID03.
 QE0976
 QE0976;                    North         East    Units  Estimated Accuracy
 QE0976;SPC OR S     -   270,810.    1,236,150.      MT  (+/- 180 meters Scaled)
 QE0976
 QE0976                          SUPERSEDED SURVEY CONTROL
 QE0976
 QE0976  NGVD 29 (??/??/92)   40.098  (m)          131.55   (f) ADJ UNCH    ?  
 QE0976
 QE0976.Superseded values are not recommended for survey control.
 QE0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0976.See file dsdata.txt to determine how the superseded data were derived.
 QE0976
 QE0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP364785(NAD 83)
 QE0976_MARKER: B = BOLT
 QE0976_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QE0976_SP_SET: PIER
 QE0976_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE0976
 QE0976  HISTORY     - Date     Condition        Report By
 QE0976  HISTORY     - UNK      MONUMENTED       CGS
 QE0976  HISTORY     - 1934     GOOD             NGS
 QE0976  HISTORY     - 1981     GOOD             LOCSUR
 QE0976
 QE0976                          STATION DESCRIPTION
 QE0976
 QE0976'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QE0976'0.4 MI E FROM SWISSHOME.
 QE0976'0.4 MILE EAST ALONG S.P.RR, FROM STATION BOLT ON N. END OF E. PIER OF
 QE0976'LAKE CREEK BRIDGE 696 E.
 QE0976
 QE0976                          STATION RECOVERY (1981)
 QE0976
 QE0976'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 QE0976'TOP OF NORTHEAST CONCRETE ABUTMENT OF R.R. BRIDGE OVER LAKE CREEK AT
 QE0976'SWISSHOME. ROUND HEAD BOLT IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1552 ***********************************************************************
 RC1552  DESIGNATION -  G 24
 RC1552  PID         -  RC1552
 RC1552  STATE/COUNTY-  OR/HOOD RIVER
 RC1552  USGS QUAD   -  CARSON (1994)
 RC1552
 RC1552                         *CURRENT SURVEY CONTROL
 RC1552  ___________________________________________________________________
 RC1552* NAD 83(1986)-  45 41 49.     (N)    121 48 14.     (W)     SCALED    
 RC1552* NAVD 88     -        29.883  (meters)      98.04   (feet)  POSTED    
 RC1552  ___________________________________________________________________
 RC1552  GEOID HEIGHT-         -21.60  (meters)                     GEOID03
 RC1552  DYNAMIC HT  -          29.880 (meters)      98.03  (feet)  COMP
 RC1552  MODELED GRAV-     980,591.9   (mgal)                       NAVD 88
 RC1552
 RC1552  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 RC1552
 RC1552.The horizontal coordinates were scaled from a topographic map and have
 RC1552.an estimated accuracy of +/- 6 seconds.
 RC1552
 RC1552.The orthometric height was determined by differential leveling
 RC1552.and adjusted by the  in 1992.
 RC1552.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 RC1552.rate of 1.1 thru 2.0 mm/km.
 RC1552
 RC1552.The geoid height was determined by GEOID03.
 RC1552
 RC1552.The dynamic height is computed by dividing the NAVD 88
 RC1552.geopotential number by the normal gravity value computed on the
 RC1552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1552.degrees latitude (g = 980.6199 gals.).
 RC1552
 RC1552.The modeled gravity was interpolated from observed gravity values.
 RC1552
 RC1552;                    North         East    Units  Estimated Accuracy
 RC1552;SPC OR N     -   226,430.    2,398,460.      MT  (+/- 180 meters Scaled)
 RC1552
 RC1552                          SUPERSEDED SURVEY CONTROL
 RC1552
 RC1552  NGVD 29 (??/??/92)   28.856  (m)           94.67   (f) ADJ UNCH    1 2
 RC1552
 RC1552.Superseded values are not recommended for survey control.
 RC1552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1552.See file dsdata.txt to determine how the superseded data were derived.
 RC1552
 RC1552_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER931610(NAD 83)
 RC1552_MARKER: DB = BENCH MARK DISK
 RC1552_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RC1552_SP_SET: CLIFF
 RC1552_STAMPING: G 24 1921
 RC1552_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC1552
 RC1552  HISTORY     - Date     Condition        Report By
 RC1552  HISTORY     - 1921     MONUMENTED       CGS
 RC1552  HISTORY     - 1935     GOOD             NGS
 RC1552  HISTORY     - 1974     MARK NOT FOUND   NGS
 RC1552
 RC1552                          STATION DESCRIPTION
 RC1552
 RC1552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 RC1552'5.3 MI E FROM CASCADE LOCKS.
 RC1552'5.3 MILES EAST ALONG THE UNION PACIFIC RAILROAD TRACK FROM CASCADE
 RC1552'LOCKS, HOOD RIVER COUNTY, ABOUT 325 FEET EAST OF MILE POST 48, AT A
 RC1552'ROCK CLIFF WITH A CONCRETE RETAINING WALL ALONG THE TOP, ABOUT 40 FEET
 RC1552'EAST OF A SPEALER, PLATFORM, 23 FEET EAST OF A TELEPHONE POLE GUY
 RC1552'FASTEND IN THE FACE OF A CLIFF, 104 FEET SOUTH OF THE TRACK AND ABOUT
 RC1552'1 1/2 FEET HIGHER, AND SET VERTICALLY IN THE FACE OF THE CLIFF.
 RC1552
 RC1552                          STATION RECOVERY (1974)
 RC1552
 RC1552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 RC1552'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0825 ***********************************************************************
 QD0825  DESIGNATION -  G 241
 QD0825  PID         -  QD0825
 QD0825  STATE/COUNTY-  OR/DESCHUTES
 QD0825  USGS QUAD   -  BEND (1981)
 QD0825
 QD0825                         *CURRENT SURVEY CONTROL
 QD0825  ___________________________________________________________________
 QD0825* NAD 83(1986)-  44 07 08.     (N)    121 17 19.     (W)     SCALED    
 QD0825* NAVD 88     -      1041.505  (meters)    3417.00   (feet)  ADJUSTED  
 QD0825  ___________________________________________________________________
 QD0825  GEOID HEIGHT-         -21.07  (meters)                     GEOID03
 QD0825  DYNAMIC HT  -        1041.108 (meters)    3415.70  (feet)  COMP
 QD0825  MODELED GRAV-     980,201.8   (mgal)                       NAVD 88
 QD0825
 QD0825  VERT ORDER  -  FIRST     CLASS II
 QD0825
 QD0825.The horizontal coordinates were scaled from a topographic map and have
 QD0825.an estimated accuracy of +/- 6 seconds.
 QD0825
 QD0825.The orthometric height was determined by differential leveling
 QD0825.and adjusted in June 1991.
 QD0825
 QD0825.The geoid height was determined by GEOID03.
 QD0825
 QD0825.The dynamic height is computed by dividing the NAVD 88
 QD0825.geopotential number by the normal gravity value computed on the
 QD0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0825.degrees latitude (g = 980.6199 gals.).
 QD0825
 QD0825.The modeled gravity was interpolated from observed gravity values.
 QD0825
 QD0825;                    North         East    Units  Estimated Accuracy
 QD0825;SPC OR S     -   272,710.    1,436,870.      MT  (+/- 180 meters Scaled)
 QD0825
 QD0825                          SUPERSEDED SURVEY CONTROL
 QD0825
 QD0825  NGVD 29 (??/??/92) 1040.350  (m)         3413.22   (f) ADJ UNCH    1 2
 QD0825
 QD0825.Superseded values are not recommended for survey control.
 QD0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0825.See file dsdata.txt to determine how the superseded data were derived.
 QD0825
 QD0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP369865(NAD 83)
 QD0825_MARKER: DD = SURVEY DISK
 QD0825_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QD0825_SP_SET: BRIDGE DECK
 QD0825_STAMPING: G 241 1941
 QD0825_MARK LOGO: ORHD  
 QD0825_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0825_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QD0825+SATELLITE: SATELLITE OBSERVATIONS - July 12, 1988
 QD0825
 QD0825  HISTORY     - Date     Condition        Report By
 QD0825  HISTORY     - 1941     MONUMENTED       ORDT
 QD0825  HISTORY     - 1974     GOOD             NGS
 QD0825  HISTORY     - 19880712 GOOD             NGS
 QD0825
 QD0825                          STATION DESCRIPTION
 QD0825
 QD0825'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 QD0825'4.5 MI N FROM BEND.
 QD0825'REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 20, AND 97, WHICH IS 2 1/2
 QD0825'MILES NORTH OF BEND, GO NORTH ON U.S. HIGHWAY 97 FOR 1.8 MILES TO THE
 QD0825'BENCH MARK ON LEFT, 0.3 MILE SOUTH OF MILEPOST NO. 133, AT THE
 QD0825'SOUTHWEST CORNER OF THE BRIDGE OVER SWALLEY CREEK, 18 FEET WEST OF THE
 QD0825'CENTER OF U.S. HIGHWAY 97, 1 FOOT NORTHEAST OF THE SOUTHWEST CORNER OF
 QD0825'THE PARAPET, AND 0.5 FOOT EAST OF THE PARAPET, IN THE DECK OF THE
 QD0825'BRIDGE.
 QD0825
 QD0825                          STATION RECOVERY (1988)
 QD0825
 QD0825'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QD0825'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  7.0 KM
 QD0825'(4.35 MI) NORTHERLY ALONG U.S. HIGHWAY 97 FROM THE SOUTH JUNCTION OF
 QD0825'U.S. HIGHWAY 20 IN BEND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0211 ***********************************************************************
 PC0211  DESIGNATION -  G 242
 PC0211  PID         -  PC0211
 PC0211  STATE/COUNTY-  OR/LANE
 PC0211  USGS QUAD   -  WESTFIR WEST (1997)
 PC0211
 PC0211                         *CURRENT SURVEY CONTROL
 PC0211  ___________________________________________________________________
 PC0211* NAD 83(1986)-  43 49 27.     (N)    122 37 05.     (W)     SCALED    
 PC0211* NAVD 88     -       272.379  (meters)     893.63   (feet)  ADJUSTED  
 PC0211  ___________________________________________________________________
 PC0211  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 PC0211  DYNAMIC HT  -         272.314 (meters)     893.42  (feet)  COMP
 PC0211  MODELED GRAV-     980,375.0   (mgal)                       NAVD 88
 PC0211
 PC0211  VERT ORDER  -  SECOND    CLASS 0
 PC0211
 PC0211.The horizontal coordinates were scaled from a topographic map and have
 PC0211.an estimated accuracy of +/- 6 seconds.
 PC0211
 PC0211.The orthometric height was determined by differential leveling
 PC0211.and adjusted in June 1991.
 PC0211
 PC0211.The geoid height was determined by GEOID03.
 PC0211
 PC0211.The dynamic height is computed by dividing the NAVD 88
 PC0211.geopotential number by the normal gravity value computed on the
 PC0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0211.degrees latitude (g = 980.6199 gals.).
 PC0211
 PC0211.The modeled gravity was interpolated from observed gravity values.
 PC0211
 PC0211;                    North         East    Units  Estimated Accuracy
 PC0211;SPC OR S     -   241,820.    1,329,640.      MT  (+/- 180 meters Scaled)
 PC0211
 PC0211                          SUPERSEDED SURVEY CONTROL
 PC0211
 PC0211  NGVD 29 (??/??/92)  271.271  (m)          889.99   (f) ADJ UNCH    2 0
 PC0211
 PC0211.Superseded values are not recommended for survey control.
 PC0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0211.See file dsdata.txt to determine how the superseded data were derived.
 PC0211
 PC0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP307524(NAD 83)
 PC0211_MARKER: DB = BENCH MARK DISK
 PC0211_SETTING: 80 = SET IN A BOULDER
 PC0211_SP_SET: BOULDER
 PC0211_STAMPING: G 242 1934
 PC0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0211+STABILITY: SURFACE MOTION
 PC0211
 PC0211  HISTORY     - Date     Condition        Report By
 PC0211  HISTORY     - 1934     MONUMENTED       CGS
 PC0211  HISTORY     - 1942     GOOD             NGS
 PC0211
 PC0211                          STATION DESCRIPTION
 PC0211
 PC0211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 PC0211'11.35 MI NW FROM OAKRIDGE.
 PC0211'11.35 MILES NORTHWEST OF THE POST OFFICE ALONG STATE HIGHWAY 58, 20
 PC0211'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 750 FEET SOUTHEAST OF
 PC0211'THE SOUTH CREEK BRIDGE, 15 FEET WEST OF A GUAGING STATION CABLE
 PC0211'CROSSING, LOCATED IN THE TOP OF A LARGE BOULDER ABOUT 3 FEET ABOVE THE
 PC0211'ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1137 ***********************************************************************
 RD1137  DESIGNATION -  G 243
 RD1137  PID         -  RD1137
 RD1137  STATE/COUNTY-  OR/TILLAMOOK
 RD1137  USGS QUAD   -  JORDAN CREEK (1984)
 RD1137
 RD1137                         *CURRENT SURVEY CONTROL
 RD1137  ___________________________________________________________________
 RD1137* NAD 83(1986)-  45 33 12.     (N)    123 36 09.     (W)     SCALED    
 RD1137* NAVD 88     -       118.893  (meters)     390.07   (feet)  ADJUSTED  
 RD1137  ___________________________________________________________________
 RD1137  GEOID HEIGHT-         -20.83  (meters)                     GEOID03
 RD1137  DYNAMIC HT  -         118.903 (meters)     390.10  (feet)  COMP
 RD1137  MODELED GRAV-     980,690.2   (mgal)                       NAVD 88
 RD1137
 RD1137  VERT ORDER  -  SECOND    CLASS 0
 RD1137
 RD1137.The horizontal coordinates were scaled from a topographic map and have
 RD1137.an estimated accuracy of +/- 6 seconds.
 RD1137
 RD1137.The orthometric height was determined by differential leveling
 RD1137.and adjusted in June 1991.
 RD1137
 RD1137.The geoid height was determined by GEOID03.
 RD1137
 RD1137.The dynamic height is computed by dividing the NAVD 88
 RD1137.geopotential number by the normal gravity value computed on the
 RD1137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1137.degrees latitude (g = 980.6199 gals.).
 RD1137
 RD1137.The modeled gravity was interpolated from observed gravity values.
 RD1137
 RD1137;                    North         East    Units  Estimated Accuracy
 RD1137;SPC OR N     -   214,300.    2,257,820.      MT  (+/- 180 meters Scaled)
 RD1137
 RD1137                          SUPERSEDED SURVEY CONTROL
 RD1137
 RD1137  NGVD 29 (??/??/92)  117.840  (m)          386.61   (f) ADJ UNCH    2 0
 RD1137
 RD1137.Superseded values are not recommended for survey control.
 RD1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1137.See file dsdata.txt to determine how the superseded data were derived.
 RD1137
 RD1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR529445(NAD 83)
 RD1137_MARKER: DD = SURVEY DISK
 RD1137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD1137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD1137_STAMPING: G 243 1939
 RD1137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD1137+STABILITY: SURFACE MOTION
 RD1137
 RD1137  HISTORY     - Date     Condition        Report By
 RD1137  HISTORY     - 1939     MONUMENTED       ORDT
 RD1137  HISTORY     - 1962     GOOD             NGS
 RD1137  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 RD1137  HISTORY     - 19921025 MARK NOT FOUND   USPSQD
 RD1137
 RD1137                          STATION DESCRIPTION
 RD1137
 RD1137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RD1137'18.2 MI NE FROM TILLAMOOK.
 RD1137'REACHED FROM THE INTERSECTION OF U.S. HIGHWAY 101 AND STATE HIGHWAY 6
 RD1137'AT TILLAMOOK GO NORTHEAST ALONG STATE HIGHWAY 6 FOR ABOUT 18.2 MILES,
 RD1137'THIS IS ABOUT 0.3 MILE EAST OF THE BRIDGE OVER JORDAN CREEK, SET IN
 RD1137'THE TOP OF A SMALL CONCRETE POST, 17 FEET EAST OF THE CENTER LINE OF
 RD1137'THE HIGHWAY, 118 FEET SOUTH OF THE CENTER OF A LARGE MASONRY HEAD WALL
 RD1137'FOR A TUBE CULVERT UNDER THE HIGHWAY, AND 3-FEET WEST OF A METAL
 RD1137'WITNESS POST.
 RD1137
 RD1137                          STATION RECOVERY (1990)
 RD1137
 RD1137'RECOVERY NOTE BY US POWER SQUADRON 1990 (KRN)
 RD1137'MARK NOT FOUND.
 RD1137
 RD1137                          STATION RECOVERY (1992)
 RD1137
 RD1137'RECOVERY NOTE BY US POWER SQUADRON 1992 (KRN)
 RD1137'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD4365 ***********************************************************************
 RD4365  DESIGNATION -  G 243 RESET
 RD4365  PID         -  RD4365
 RD4365  STATE/COUNTY-  OR/TILLAMOOK
 RD4365  USGS QUAD   -  JORDAN CREEK (1984)
 RD4365
 RD4365                         *CURRENT SURVEY CONTROL
 RD4365  ___________________________________________________________________
 RD4365* NAD 83(1986)-  45 33 12.     (N)    123 36 09.     (W)     SCALED    
 RD4365* NAVD 88     -       118.87   (meters)     390.0    (feet)  RESET     
 RD4365  ___________________________________________________________________
 RD4365  GEOID HEIGHT-         -20.83  (meters)                     GEOID03
 RD4365  VERT ORDER  -  THIRD
 RD4365
 RD4365.The horizontal coordinates were scaled from a topographic map and have
 RD4365.an estimated accuracy of +/- 6 seconds.
 RD4365
 RD4365.The orthometric height was computed from unverified reset data.
 RD4365.No vertical observational check was made to the station.
 RD4365
 RD4365.The geoid height was determined by GEOID03.
 RD4365
 RD4365;                    North         East    Units  Estimated Accuracy
 RD4365;SPC OR N     -   214,300.    2,257,820.      MT  (+/- 180 meters Scaled)
 RD4365
 RD4365                          SUPERSEDED SURVEY CONTROL
 RD4365
 RD4365  NGVD 29 (10/26/06)  117.82   (m)          386.5    (f) RESET       3  
 RD4365
 RD4365.Superseded values are not recommended for survey control.
 RD4365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4365.See file dsdata.txt to determine how the superseded data were derived.
 RD4365
 RD4365_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR529445(NAD 83)
 RD4365_MARKER: DB = BENCH MARK DISK
 RD4365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD4365_SP_SET: CONCRETE POST
 RD4365_STAMPING: G 243 ORHD RESET 1982
 RD4365_MARK LOGO: ORHD  
 RD4365_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD4365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD4365+STABILITY: SURFACE MOTION
 RD4365
 RD4365  HISTORY     - Date     Condition        Report By
 RD4365  HISTORY     - 1982     MONUMENTED       NGS
 RD4365
 RD4365                          STATION DESCRIPTION
 RD4365
 RD4365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RD4365'FROM LEES CAMP GO WEST ON STATE HIGHWAY 6 FOR 8.2 KM (5.1 MI) TO THE
 RD4365'MARK ON THE LEFT.  IT IS 67 METERS NORTH OF THE DRIVEWAY AT 36605
 RD4365'WILSON RIVER HIGHWAY, 35 METERS SOUTH OF THE EAST END OF A CULVERT,
 RD4365'20 METERS NORTH OF THE EAST END OF A CULVERT, 9.7 METERS EAST OF THE
 RD4365'CENTERLINE OF THE ROAD AND 0.3 METERS WEST OF A WITNESS POST, MARK
 RD4365'PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0307 ***********************************************************************
 PC0307  DESIGNATION -  G 246
 PC0307  PID         -  PC0307
 PC0307  STATE/COUNTY-  OR/DOUGLAS
 PC0307  USGS QUAD   -  PUTNAM VALLEY (1987)
 PC0307
 PC0307                         *CURRENT SURVEY CONTROL
 PC0307  ___________________________________________________________________
 PC0307* NAD 83(1986)-  43 40 11.     (N)    123 27 20.     (W)     SCALED    
 PC0307* NAVD 88     -        65.001  (meters)     213.26   (feet)  ADJUSTED  
 PC0307  ___________________________________________________________________
 PC0307  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 PC0307  DYNAMIC HT  -          64.991 (meters)     213.22  (feet)  COMP
 PC0307  MODELED GRAV-     980,464.0   (mgal)                       NAVD 88
 PC0307
 PC0307  VERT ORDER  -  FIRST     CLASS II
 PC0307
 PC0307.The horizontal coordinates were scaled from a topographic map and have
 PC0307.an estimated accuracy of +/- 6 seconds.
 PC0307
 PC0307.The orthometric height was determined by differential leveling
 PC0307.and adjusted in June 1991.
 PC0307
 PC0307.The geoid height was determined by GEOID03.
 PC0307
 PC0307.The dynamic height is computed by dividing the NAVD 88
 PC0307.geopotential number by the normal gravity value computed on the
 PC0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0307.degrees latitude (g = 980.6199 gals.).
 PC0307
 PC0307.The modeled gravity was interpolated from observed gravity values.
 PC0307
 PC0307;                    North         East    Units  Estimated Accuracy
 PC0307;SPC OR S     -   226,710.    1,261,700.      MT  (+/- 180 meters Scaled)
 PC0307
 PC0307                          SUPERSEDED SURVEY CONTROL
 PC0307
 PC0307  NGVD 29 (??/??/92)   63.901  (m)          209.65   (f) ADJ UNCH    1 2
 PC0307
 PC0307.Superseded values are not recommended for survey control.
 PC0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0307.See file dsdata.txt to determine how the superseded data were derived.
 PC0307
 PC0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP632352(NAD 83)
 PC0307_MARKER: DD = SURVEY DISK
 PC0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PC0307_STAMPING: 209 G 246 1934
 PC0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0307+STABILITY: SURFACE MOTION
 PC0307
 PC0307  HISTORY     - Date     Condition        Report By
 PC0307  HISTORY     - 1934     MONUMENTED       ORGS
 PC0307  HISTORY     - 1961     MARK NOT FOUND   NGS
 PC0307
 PC0307                          STATION DESCRIPTION
 PC0307
 PC0307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 PC0307'5.9 MI E FROM ELKTON.
 PC0307'WAS ABOUT 5.9 MILES EAST OF ELKTON, 50 FEET NORTH OF THE CENTER OF
 PC0307'STATE HIGHWAY 38, ABOUT 900 FEET WEST OF A FARM HOUSE, ABOUT 350 FEET
 PC0307'WEST OF A BARN, ABOUT 60 FEET EAST OF THE JUNCTION OF AN OLD ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0333 ***********************************************************************
 OA0333  DESIGNATION -  G 247
 OA0333  PID         -  OA0333
 OA0333  STATE/COUNTY-  OR/DOUGLAS
 OA0333  USGS QUAD   -  REEDSPORT (1985)
 OA0333
 OA0333                         *CURRENT SURVEY CONTROL
 OA0333  ___________________________________________________________________
 OA0333* NAD 83(1986)-  43 43 00.     (N)    124 05 55.     (W)     SCALED    
 OA0333* NAVD 88     -         5.873  (meters)      19.27   (feet)  ADJUSTED  
 OA0333  ___________________________________________________________________
 OA0333  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 OA0333  DYNAMIC HT  -           5.872 (meters)      19.27  (feet)  COMP
 OA0333  MODELED GRAV-     980,523.1   (mgal)                       NAVD 88
 OA0333
 OA0333  VERT ORDER  -  FIRST     CLASS II
 OA0333
 OA0333.The horizontal coordinates were scaled from a topographic map and have
 OA0333.an estimated accuracy of +/- 6 seconds.
 OA0333
 OA0333.The orthometric height was determined by differential leveling
 OA0333.and adjusted in June 1991.
 OA0333
 OA0333.The geoid height was determined by GEOID03.
 OA0333
 OA0333.The dynamic height is computed by dividing the NAVD 88
 OA0333.geopotential number by the normal gravity value computed on the
 OA0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0333.degrees latitude (g = 980.6199 gals.).
 OA0333
 OA0333.The modeled gravity was interpolated from observed gravity values.
 OA0333
 OA0333;                    North         East    Units  Estimated Accuracy
 OA0333;SPC OR S     -   233,950.    1,210,110.      MT  (+/- 180 meters Scaled)
 OA0333
 OA0333                          SUPERSEDED SURVEY CONTROL
 OA0333
 OA0333  NGVD 29 (??/??/92)    4.782  (m)           15.69   (f) ADJ UNCH    1 2
 OA0333
 OA0333.Superseded values are not recommended for survey control.
 OA0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0333.See file dsdata.txt to determine how the superseded data were derived.
 OA0333
 OA0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP115409(NAD 83)
 OA0333_MARKER: DD = SURVEY DISK
 OA0333_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OA0333_SP_SET: BRIDGE
 OA0333_STAMPING: G 247 1936
 OA0333_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OA0333
 OA0333  HISTORY     - Date     Condition        Report By
 OA0333  HISTORY     - 1936     MONUMENTED       ORHD
 OA0333  HISTORY     - 1941     GOOD             NGS
 OA0333  HISTORY     - 1985     GOOD             USPSQD
 OA0333  HISTORY     - 1987     GOOD             USPSQD
 OA0333  HISTORY     - 1989     GOOD             USPSQD
 OA0333  HISTORY     - 20020729 MARK NOT FOUND   USPSQD
 OA0333
 OA0333                          STATION DESCRIPTION
 OA0333
 OA0333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 OA0333'1.1 MI SE FROM GARDINER.
 OA0333'ALONG THE OREGON COAST HIGHWAY (U.S.101), SOUTHEAST CORNER OF SMITH
 OA0333'RIVER BRIDGE, IN WALK CLOSE TO CORNER POST.
 OA0333
 OA0333                          STATION RECOVERY (1985)
 OA0333
 OA0333'RECOVERY NOTE BY US POWER SQUADRON 1985
 OA0333'RECOVERED IN GOOD CONDITION.
 OA0333
 OA0333                          STATION RECOVERY (1987)
 OA0333
 OA0333'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWE)
 OA0333'RECOVERED IN GOOD CONDITION.
 OA0333
 OA0333                          STATION RECOVERY (1989)
 OA0333
 OA0333'RECOVERY NOTE BY US POWER SQUADRON 1989 (AES)
 OA0333'RECOVERED IN GOOD CONDITION.
 OA0333
 OA0333                          STATION RECOVERY (2002)
 OA0333
 OA0333'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 OA0333'SMITH RIVER BRIDGE HAS BEEN REPLACED. OLD BRIDGE REMOVED
 OA0333' 
 OA0333' 
 OA0333' 
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0327 ***********************************************************************
 QE0327  DESIGNATION -  G 248
 QE0327  PID         -  QE0327
 QE0327  STATE/COUNTY-  OR/LINN
 QE0327  USGS QUAD   -  CRAWFORDSVILLE (1988)
 QE0327
 QE0327                         *CURRENT SURVEY CONTROL
 QE0327  ___________________________________________________________________
 QE0327* NAD 83(1986)-  44 21 29.     (N)    122 50 18.     (W)     SCALED    
 QE0327* NAVD 88     -       147.835  (meters)     485.02   (feet)  ADJUSTED  
 QE0327  ___________________________________________________________________
 QE0327  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 QE0327  DYNAMIC HT  -         147.815 (meters)     484.96  (feet)  COMP
 QE0327  MODELED GRAV-     980,477.1   (mgal)                       NAVD 88
 QE0327
 QE0327  VERT ORDER  -  SECOND    CLASS 0
 QE0327
 QE0327.The horizontal coordinates were scaled from a topographic map and have
 QE0327.an estimated accuracy of +/- 6 seconds.
 QE0327
 QE0327.The orthometric height was determined by differential leveling
 QE0327.and adjusted in June 1991.
 QE0327
 QE0327.The geoid height was determined by GEOID03.
 QE0327
 QE0327.The dynamic height is computed by dividing the NAVD 88
 QE0327.geopotential number by the normal gravity value computed on the
 QE0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0327.degrees latitude (g = 980.6199 gals.).
 QE0327
 QE0327.The modeled gravity was interpolated from observed gravity values.
 QE0327
 QE0327;                    North         East    Units  Estimated Accuracy
 QE0327;SPC OR N     -    79,530.    2,313,610.      MT  (+/- 180 meters Scaled)
 QE0327
 QE0327                          SUPERSEDED SURVEY CONTROL
 QE0327
 QE0327  NGVD 29 (??/??/92)  146.783  (m)          481.57   (f) ADJ UNCH    2 0
 QE0327
 QE0327.Superseded values are not recommended for survey control.
 QE0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0327.See file dsdata.txt to determine how the superseded data were derived.
 QE0327
 QE0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ128116(NAD 83)
 QE0327_MARKER: DD = SURVEY DISK
 QE0327_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QE0327_SP_SET: CULVERT
 QE0327_STAMPING: G 248 1937 481.2
 QE0327_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0327
 QE0327  HISTORY     - Date     Condition        Report By
 QE0327  HISTORY     - 1937     MONUMENTED       ORDT
 QE0327  HISTORY     - 1943     GOOD             NGS
 QE0327
 QE0327                          STATION DESCRIPTION
 QE0327
 QE0327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QE0327'0.9 MI E FROM CRAWFORDSVILLE.
 QE0327'THIS MARK IS ABOUT 0.9 MILE EAST ALONG STATE HIGHWAY 228 FROM THE POST
 QE0327'OFFICE AT CRAWFORDSVILLE, LINN COUNTY, SET IN THE TOP OF THE WEST END
 QE0327'OF THE SOUTH PARAPET OF A CULVERT, 22.0 FEET SOUTH OF THE CENTER LINE
 QE0327'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0887 ***********************************************************************
 RC0887  DESIGNATION -  G 25
 RC0887  PID         -  RC0887
 RC0887  STATE/COUNTY-  OR/WASCO
 RC0887  USGS QUAD   -  PETERSBURG (1994)
 RC0887
 RC0887                         *CURRENT SURVEY CONTROL
 RC0887  ___________________________________________________________________
 RC0887* NAD 83(1986)-  45 37 13.     (N)    121 06 42.     (W)     SCALED    
 RC0887* NAVD 88     -        42.628  (meters)     139.86   (feet)  ADJUSTED  
 RC0887  ___________________________________________________________________
 RC0887  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 RC0887  DYNAMIC HT  -          42.627 (meters)     139.85  (feet)  COMP
 RC0887  MODELED GRAV-     980,602.6   (mgal)                       NAVD 88
 RC0887
 RC0887  VERT ORDER  -  FIRST     CLASS II
 RC0887
 RC0887.The horizontal coordinates were scaled from a topographic map and have
 RC0887.an estimated accuracy of +/- 6 seconds.
 RC0887
 RC0887.The orthometric height was determined by differential leveling
 RC0887.and adjusted in June 1991.
 RC0887
 RC0887.The geoid height was determined by GEOID03.
 RC0887
 RC0887.The dynamic height is computed by dividing the NAVD 88
 RC0887.geopotential number by the normal gravity value computed on the
 RC0887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0887.degrees latitude (g = 980.6199 gals.).
 RC0887
 RC0887.The modeled gravity was interpolated from observed gravity values.
 RC0887
 RC0887;                    North         East    Units  Estimated Accuracy
 RC0887;SPC OR N     -   217,270.    2,452,300.      MT  (+/- 180 meters Scaled)
 RC0887
 RC0887                          SUPERSEDED SURVEY CONTROL
 RC0887
 RC0887  NGVD 29 (??/??/92)   41.625  (m)          136.56   (f) ADJ UNCH    1 2
 RC0887
 RC0887.Superseded values are not recommended for survey control.
 RC0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0887.See file dsdata.txt to determine how the superseded data were derived.
 RC0887
 RC0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR472535(NAD 83)
 RC0887_MARKER: DB = BENCH MARK DISK
 RC0887_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RC0887_SP_SET: MILEAGE
 RC0887_STAMPING: G 25 1921
 RC0887_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC0887
 RC0887  HISTORY     - Date     Condition        Report By
 RC0887  HISTORY     - 1921     MONUMENTED       CGS
 RC0887  HISTORY     - 1935     GOOD             NGS
 RC0887  HISTORY     - 1974     MARK NOT FOUND   NGS
 RC0887
 RC0887                          STATION DESCRIPTION
 RC0887
 RC0887'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 RC0887'4.4 MI E FROM THE DALLES.
 RC0887'4.4 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE DALLES, WASCO
 RC0887'COUNTY, AT BIG EDDY, ABOUT 150 FEET NORTHWEST OF THE TRACK, 35 FEET
 RC0887'NORTHWEST OF THE POST OFFICE AND U.S. ENGINEER OFFICE, 50 FEET
 RC0887'SOUTHEAST OF THE COLUMBIA RIVER HIGHWAY CENTERLINE, AT MILEAGE 95.3, 1
 RC0887'1/2 FEET FROM THE NORTHWEST AND SOUTHWEST EDGES OF THE SQUARE CONCRETE
 RC0887'FLAG POLE BASE.  A STANDARD DISK STAMPED.
 RC0887
 RC0887                          STATION RECOVERY (1974)
 RC0887
 RC0887'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 RC0887'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0546 ***********************************************************************
 PC0546  DESIGNATION -  G 250
 PC0546  PID         -  PC0546
 PC0546  STATE/COUNTY-  OR/COOS
 PC0546  USGS QUAD   -  ELK PEAK (1985)
 PC0546
 PC0546                         *CURRENT SURVEY CONTROL
 PC0546  ___________________________________________________________________
 PC0546* NAD 83(1986)-  43 30 44.     (N)    123 53 53.     (W)     SCALED    
 PC0546* NAVD 88     -       235.791  (meters)     773.59   (feet)  ADJUSTED  
 PC0546  ___________________________________________________________________
 PC0546  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 PC0546  DYNAMIC HT  -         235.748 (meters)     773.45  (feet)  COMP
 PC0546  MODELED GRAV-     980,429.5   (mgal)                       NAVD 88
 PC0546
 PC0546  VERT ORDER  -  SECOND    CLASS 0
 PC0546
 PC0546.The horizontal coordinates were scaled from a topographic map and have
 PC0546.an estimated accuracy of +/- 6 seconds.
 PC0546
 PC0546.The orthometric height was determined by differential leveling
 PC0546.and adjusted in June 1991.
 PC0546
 PC0546.The geoid height was determined by GEOID03.
 PC0546
 PC0546.The dynamic height is computed by dividing the NAVD 88
 PC0546.geopotential number by the normal gravity value computed on the
 PC0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0546.degrees latitude (g = 980.6199 gals.).
 PC0546
 PC0546.The modeled gravity was interpolated from observed gravity values.
 PC0546
 PC0546;                    North         East    Units  Estimated Accuracy
 PC0546;SPC OR S     -   210,580.    1,225,330.      MT  (+/- 180 meters Scaled)
 PC0546
 PC0546                          SUPERSEDED SURVEY CONTROL
 PC0546
 PC0546  NGVD 29 (??/??/92)  234.691  (m)          769.98   (f) ADJ UNCH    2 0
 PC0546
 PC0546.Superseded values are not recommended for survey control.
 PC0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0546.See file dsdata.txt to determine how the superseded data were derived.
 PC0546
 PC0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP274180(NAD 83)
 PC0546_MARKER: DB = BENCH MARK DISK
 PC0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PC0546_STAMPING: 768 G 250 1934
 PC0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0546+STABILITY: SURFACE MOTION
 PC0546
 PC0546  HISTORY     - Date     Condition        Report By
 PC0546  HISTORY     - 1934     MONUMENTED       CGS
 PC0546  HISTORY     - 1942     GOOD             NGS
 PC0546  HISTORY     - 1982     MARK NOT FOUND   USGS
 PC0546  HISTORY     - 19930518 MARK NOT FOUND   USPSQD
 PC0546
 PC0546                          STATION DESCRIPTION
 PC0546
 PC0546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 PC0546'14.7 MI NE FROM ALLEGANY.
 PC0546'ABOUT 14.7 MILES NORTHEAST OF ALLEGANY ON LOON LAKE ROAD 150 FEET EAST
 PC0546'OF SMALL CREEK 32 FEET NORTH OF ROAD CENTER.  DISK STAMPED 768 G 250
 PC0546'1934 IN CONCRETE POST.
 PC0546
 PC0546                          STATION RECOVERY (1982)
 PC0546
 PC0546'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 PC0546'MARK NOT FOUND.
 PC0546
 PC0546                          STATION RECOVERY (1993)
 PC0546
 PC0546'RECOVERY NOTE BY US POWER SQUADRON 1993 (AES)
 PC0546'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0423 ***********************************************************************
 PC0423  DESIGNATION -  G 253 RESET
 PC0423  PID         -  PC0423
 PC0423  STATE/COUNTY-  OR/DOUGLAS
 PC0423  USGS QUAD   -  DIXONVILLE (1987)
 PC0423
 PC0423                         *CURRENT SURVEY CONTROL
 PC0423  ___________________________________________________________________
 PC0423* NAD 83(1986)-  43 13 21.     (N)    123 14 10.     (W)     SCALED    
 PC0423* NAVD 88     -       224.50   (meters)     736.5    (feet)  RESET     
 PC0423  ___________________________________________________________________
 PC0423  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 PC0423  VERT ORDER  -  THIRD
 PC0423
 PC0423.The horizontal coordinates were scaled from a topographic map and have
 PC0423.an estimated accuracy of +/- 6 seconds.
 PC0423
 PC0423.The orthometric height was computed from unverified reset data.
 PC0423
 PC0423.The geoid height was determined by GEOID03.
 PC0423
 PC0423;                    North         East    Units  Estimated Accuracy
 PC0423;SPC OR S     -   176,460.    1,277,760.      MT  (+/- 180 meters Scaled)
 PC0423
 PC0423                          SUPERSEDED SURVEY CONTROL
 PC0423
 PC0423.No superseded survey control is available for this station.
 PC0423
 PC0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN808855(NAD 83)
 PC0423_MARKER: DB = BENCH MARK DISK
 PC0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PC0423_STAMPING: G 253 OREG GEOD S RESET 1970
 PC0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0423+STABILITY: SURFACE MOTION
 PC0423
 PC0423  HISTORY     - Date     Condition        Report By
 PC0423  HISTORY     - 1970     MONUMENTED       NGS
 PC0423
 PC0423                          STATION DESCRIPTION
 PC0423
 PC0423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 PC0423'6.4 MI NE FROM ROSEBURG.
 PC0423'6.4 MILES NORTHEAST ALONG COUNTY ROAD 4, (STATE HIGHWAY 138), FROM THE
 PC0423'JUNCTION OF U.S. HIGHWAY 99, AND COUNTY ROAD 4 IN NORTH CENTRAL
 PC0423'ROSEBURG, 1.4 MILES SOUTH OF BLACK MUD SUMMIT, 0.35 MILE NORTH OF MILE
 PC0423'POST NO. 6, 62 FEET WEST OF THE CENTER OF THE HIGHWAY, 40 FEET NORTH
 PC0423'OF A POWER POLE, 2 FEET EAST OF THE RIGHT-OF-WAY FENCE LINE, 1 FOOT
 PC0423'SOUTH OF A METAL WITNESS POST, AND 4 FEET LOWER THAN THE HIGHWAY SET
 PC0423'IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0523 ***********************************************************************
 QB0523  DESIGNATION -  G 254
 QB0523  PID         -  QB0523
 QB0523  STATE/COUNTY-  OR/BAKER
 QB0523  USGS QUAD   -  DURKEE (1988)
 QB0523
 QB0523                         *CURRENT SURVEY CONTROL
 QB0523  ___________________________________________________________________
 QB0523* NAD 83(1986)-  44 33 25.     (N)    117 25 37.     (W)     SCALED    
 QB0523* NAVD 88     -       781.851  (meters)    2565.12   (feet)  ADJUSTED  
 QB0523  ___________________________________________________________________
 QB0523  GEOID HEIGHT-         -16.91  (meters)                     GEOID03
 QB0523  DYNAMIC HT  -         781.608 (meters)    2564.33  (feet)  COMP
 QB0523  MODELED GRAV-     980,281.3   (mgal)                       NAVD 88
 QB0523
 QB0523  VERT ORDER  -  FIRST     CLASS II
 QB0523
 QB0523.The horizontal coordinates were scaled from a topographic map and have
 QB0523.an estimated accuracy of +/- 6 seconds.
 QB0523
 QB0523.The orthometric height was determined by differential leveling
 QB0523.and adjusted in June 1991.
 QB0523
 QB0523.The geoid height was determined by GEOID03.
 QB0523
 QB0523.The dynamic height is computed by dividing the NAVD 88
 QB0523.geopotential number by the normal gravity value computed on the
 QB0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0523.degrees latitude (g = 980.6199 gals.).
 QB0523
 QB0523.The modeled gravity was interpolated from observed gravity values.
 QB0523
 QB0523;                    North         East    Units  Estimated Accuracy
 QB0523;SPC OR N     -   103,570.    2,744,090.      MT  (+/- 180 meters Scaled)
 QB0523
 QB0523                          SUPERSEDED SURVEY CONTROL
 QB0523
 QB0523  NGVD 29 (??/??/92)  780.778  (m)         2561.60   (f) ADJ UNCH    1 2
 QB0523
 QB0523.Superseded values are not recommended for survey control.
 QB0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0523.See file dsdata.txt to determine how the superseded data were derived.
 QB0523
 QB0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK660338(NAD 83)
 QB0523_MARKER: DB = BENCH MARK DISK
 QB0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0523_STAMPING: G 254 1937 RPPOT 40.99 1366+72.3 2562.1
 QB0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0523+STABILITY: SURFACE MOTION
 QB0523
 QB0523  HISTORY     - Date     Condition        Report By
 QB0523  HISTORY     - 1937     MONUMENTED       CGS
 QB0523  HISTORY     - 19851015 MARK NOT FOUND   USPSQD
 QB0523
 QB0523                          STATION DESCRIPTION
 QB0523
 QB0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1937
 QB0523'2.6 MI SE FROM DURKEE.
 QB0523'ABOUT 2.6 MILES SOUTHEAST ALONG THE OREGON TRAIL (U.S. 30) FROM
 QB0523'DURKEE, BAKER COUNTY, 40 FEET NORTHEAST OF THE CENTER LINE OF THE
 QB0523'HIGHWAY AT SURVEY STATION 1336+72.3, 15 FEET SOUTHEAST OF A FENCE
 QB0523'CORNER, INSIDE THE FENCE LINE, AND NEAR A WHITE WOODEN WITNESS POST.
 QB0523'AN OREGON STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED G 254 1937
 QB0523'RPPOT 40.99 1366+72.3 2562.1 AND SET IN THE TOP OF A CONCRETE POST.
 QB0523
 QB0523                          STATION RECOVERY (1985)
 QB0523
 QB0523'RECOVERY NOTE BY US POWER SQUADRON 1985 (CLM)
 QB0523'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0758 ***********************************************************************
 NZ0758  DESIGNATION -  G 258
 NZ0758  PID         -  NZ0758
 NZ0758  STATE/COUNTY-  OR/JOSEPHINE
 NZ0758  USGS QUAD   -  GALICE (1989)
 NZ0758
 NZ0758                         *CURRENT SURVEY CONTROL
 NZ0758  ___________________________________________________________________
 NZ0758* NAD 83(1986)-  42 32 51.     (N)    123 31 05.     (W)     SCALED    
 NZ0758* NAVD 88     -       251.286  (meters)     824.43   (feet)  ADJUSTED  
 NZ0758  ___________________________________________________________________
 NZ0758  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 NZ0758  DYNAMIC HT  -         251.206 (meters)     824.16  (feet)  COMP
 NZ0758  MODELED GRAV-     980,297.6   (mgal)                       NAVD 88
 NZ0758
 NZ0758  VERT ORDER  -  SECOND    CLASS 0
 NZ0758
 NZ0758.The horizontal coordinates were scaled from a topographic map and have
 NZ0758.an estimated accuracy of +/- 6 seconds.
 NZ0758
 NZ0758.The orthometric height was determined by differential leveling
 NZ0758.and adjusted in June 1991.
 NZ0758
 NZ0758.The geoid height was determined by GEOID03.
 NZ0758
 NZ0758.The dynamic height is computed by dividing the NAVD 88
 NZ0758.geopotential number by the normal gravity value computed on the
 NZ0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0758.degrees latitude (g = 980.6199 gals.).
 NZ0758
 NZ0758.The modeled gravity was interpolated from observed gravity values.
 NZ0758
 NZ0758;                    North         East    Units  Estimated Accuracy
 NZ0758;SPC OR S     -   102,310.    1,252,170.      MT  (+/- 180 meters Scaled)
 NZ0758
 NZ0758                          SUPERSEDED SURVEY CONTROL
 NZ0758
 NZ0758  NGVD 29 (??/??/92)  250.276  (m)          821.11   (f) ADJ UNCH    2 0
 NZ0758
 NZ0758.Superseded values are not recommended for survey control.
 NZ0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0758.See file dsdata.txt to determine how the superseded data were derived.
 NZ0758
 NZ0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN574106(NAD 83)
 NZ0758_MARKER: DB = BENCH MARK DISK
 NZ0758_SETTING: 66 = SET IN ROCK OUTCROP
 NZ0758_SP_SET: ROCK OUTCROP
 NZ0758_STAMPING: G 258 1942
 NZ0758_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NZ0758+STABILITY: POSITION/ELEVATION WELL
 NZ0758
 NZ0758  HISTORY     - Date     Condition        Report By
 NZ0758  HISTORY     - 1942     MONUMENTED       CGS
 NZ0758  HISTORY     - 1976     MARK NOT FOUND   NGS
 NZ0758  HISTORY     - 19761124 MARK NOT FOUND   USGS
 NZ0758  HISTORY     - 1980     MARK NOT FOUND
 NZ0758
 NZ0758                          STATION DESCRIPTION
 NZ0758
 NZ0758'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NZ0758'7.4 MI NW FROM MERLIN.
 NZ0758'ALONG THE ALEMEDA ROAD, IN A ROCK OUTCROP NEAR THE BANK OF THE ROGUE
 NZ0758'RIVER.
 NZ0758
 NZ0758                          STATION RECOVERY (1976)
 NZ0758
 NZ0758'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 NZ0758'MARK NOT FOUND.
 NZ0758
 NZ0758                          STATION RECOVERY (1976)
 NZ0758
 NZ0758'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976 (RWH)
 NZ0758'MARK NOT FOUND.
 NZ0758
 NZ0758                          STATION RECOVERY (1980)
 NZ0758
 NZ0758'RECOVERED 1980
 NZ0758'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0376 ***********************************************************************
 RD0376  DESIGNATION -  G 260
 RD0376  PID         -  RD0376
 RD0376  STATE/COUNTY-  OR/MULTNOMAH
 RD0376  USGS QUAD   -  CAMAS (1993)
 RD0376
 RD0376                         *CURRENT SURVEY CONTROL
 RD0376  ___________________________________________________________________
 RD0376* NAD 83(1986)-  45 32 33.     (N)    122 29 44.     (W)     SCALED    
 RD0376* NAVD 88     -        55.464  (meters)     181.97   (feet)  POSTED    
 RD0376  ___________________________________________________________________
 RD0376  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 RD0376  DYNAMIC HT  -          55.460 (meters)     181.96  (feet)  COMP
 RD0376  MODELED GRAV-     980,609.9   (mgal)                       NAVD 88
 RD0376
 RD0376  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 RD0376
 RD0376.The horizontal coordinates were scaled from a topographic map and have
 RD0376.an estimated accuracy of +/- 6 seconds.
 RD0376
 RD0376.The orthometric height was determined by differential leveling
 RD0376.and adjusted by the  in 1992.
 RD0376.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 RD0376.rate of 1.1 thru 2.0 mm/km.
 RD0376
 RD0376.The geoid height was determined by GEOID03.
 RD0376
 RD0376.The dynamic height is computed by dividing the NAVD 88
 RD0376.geopotential number by the normal gravity value computed on the
 RD0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0376.degrees latitude (g = 980.6199 gals.).
 RD0376
 RD0376.The modeled gravity was interpolated from observed gravity values.
 RD0376
 RD0376;                    North         East    Units  Estimated Accuracy
 RD0376;SPC OR N     -   210,370.    2,344,180.      MT  (+/- 180 meters Scaled)
 RD0376
 RD0376                          SUPERSEDED SURVEY CONTROL
 RD0376
 RD0376  NGVD 29 (??/??/92)   54.415  (m)          178.53   (f) ADJ UNCH    1 2
 RD0376
 RD0376.Superseded values are not recommended for survey control.
 RD0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0376.See file dsdata.txt to determine how the superseded data were derived.
 RD0376
 RD0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER393433(NAD 83)
 RD0376_MARKER: DD = SURVEY DISK
 RD0376_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD0376_SP_SET: RETAINING WALL
 RD0376_STAMPING: G 260 178 1936
 RD0376_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0376
 RD0376  HISTORY     - Date     Condition        Report By
 RD0376  HISTORY     - 1936     MONUMENTED       ORDT
 RD0376  HISTORY     - 1941     GOOD             NGS
 RD0376  HISTORY     - 1984     GOOD             USPSQD
 RD0376  HISTORY     - 1984     POOR             USPSQD
 RD0376  HISTORY     - 1990     POOR             USPSQD
 RD0376  HISTORY     - 19940628 GOOD             USPSQD
 RD0376  HISTORY     - 20040728 POOR             USPSQD
 RD0376
 RD0376                          STATION DESCRIPTION
 RD0376
 RD0376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 RD0376'3.3 MI W FROM FAIRVIEW.
 RD0376'ABOUT 3.3 MILES WEST OF FAIRVIEW ON THE UNION PACIFIC RAILROAD.  AT
 RD0376'R.R. MILAGE 10.  NORTHWEST CORNER OF R.R. BRIDGE OVER 162ND. AVENUE.
 RD0376'ON RETAINING WALL.
 RD0376
 RD0376                          STATION RECOVERY (1984)
 RD0376
 RD0376'RECOVERY NOTE BY US POWER SQUADRON 1984
 RD0376'LOCATED ON NORTHWEST CORNER OF RAILROAD BRIDGE OVER 162ND AVENUE.
 RD0376'ROUND DISK IMBEDDED IN CONCRETE WALKWAY.
 RD0376
 RD0376                          STATION RECOVERY (1984)
 RD0376
 RD0376'RECOVERY NOTE BY US POWER SQUADRON 1984
 RD0376'MARK RECOVERED IN POOR CONDITION.
 RD0376
 RD0376                          STATION RECOVERY (1990)
 RD0376
 RD0376'RECOVERY NOTE BY US POWER SQUADRON 1990 (FV)
 RD0376'MARK RECOVERED IN POOR CONDITION.
 RD0376
 RD0376                          STATION RECOVERY (1994)
 RD0376
 RD0376'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD0376'RECOVERED IN GOOD CONDITION.
 RD0376
 RD0376                          STATION RECOVERY (2004)
 RD0376
 RD0376'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 RD0376'VERY POOR CONDITION BUT READABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1556 ***********************************************************************
 RC1556  DESIGNATION -  G 263
 RC1556  PID         -  RC1556
 RC1556  STATE/COUNTY-  OR/HOOD RIVER
 RC1556  USGS QUAD   -  CARSON (1994)
 RC1556
 RC1556                         *CURRENT SURVEY CONTROL
 RC1556  ___________________________________________________________________
 RC1556* NAD 83(1986)-  45 41 29.     (N)    121 45 45.     (W)     SCALED    
 RC1556* NAVD 88     -        28.939  (meters)      94.94   (feet)  ADJUSTED  
 RC1556  ___________________________________________________________________
 RC1556  GEOID HEIGHT-         -21.52  (meters)                     GEOID03
 RC1556  DYNAMIC HT  -          28.938 (meters)      94.94  (feet)  COMP
 RC1556  MODELED GRAV-     980,584.7   (mgal)                       NAVD 88
 RC1556
 RC1556  VERT ORDER  -  FIRST     CLASS II
 RC1556
 RC1556.The horizontal coordinates were scaled from a topographic map and have
 RC1556.an estimated accuracy of +/- 6 seconds.
 RC1556
 RC1556.The orthometric height was determined by differential leveling
 RC1556.and adjusted in June 1991.
 RC1556
 RC1556.The geoid height was determined by GEOID03.
 RC1556
 RC1556.The dynamic height is computed by dividing the NAVD 88
 RC1556.geopotential number by the normal gravity value computed on the
 RC1556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1556.degrees latitude (g = 980.6199 gals.).
 RC1556
 RC1556.The modeled gravity was interpolated from observed gravity values.
 RC1556
 RC1556;                    North         East    Units  Estimated Accuracy
 RC1556;SPC OR N     -   225,760.    2,401,670.      MT  (+/- 180 meters Scaled)
 RC1556
 RC1556                          SUPERSEDED SURVEY CONTROL
 RC1556
 RC1556  NGVD 29 (??/??/92)   27.920  (m)           91.60   (f) ADJ UNCH    1 2
 RC1556
 RC1556.Superseded values are not recommended for survey control.
 RC1556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1556.See file dsdata.txt to determine how the superseded data were derived.
 RC1556
 RC1556_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER963605(NAD 83)
 RC1556_MARKER: DD = SURVEY DISK
 RC1556_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RC1556_SP_SET: CULVERT
 RC1556_STAMPING: G 263 1940
 RC1556_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC1556_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RC1556+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2004
 RC1556
 RC1556  HISTORY     - Date     Condition        Report By
 RC1556  HISTORY     - 1940     MONUMENTED       CGS
 RC1556  HISTORY     - 1974     GOOD             USGS
 RC1556  HISTORY     - 20040816 GOOD             USPSQD
 RC1556
 RC1556                          STATION DESCRIPTION
 RC1556
 RC1556'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 RC1556'IN WYETH.
 RC1556'AT WYETH SIDING, HOOD RIVER COUNTY, ON THE UNION PACIFIC RAILROAD, 235
 RC1556'FT WEST OF MILEPOST 50, 135 FT EAST OF A SIDING SIGN MARKED WYETH, 40
 RC1556'FT NORTH OF THE CENTERLINE OF THE MAIN TRACK, IN THE WEST END OF THE
 RC1556'NORTH ABUTMENT OF AN ABANDONED CONCRETE BOX CULVERT, AND ABOUT 6 FT
 RC1556'LOWER THAN THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK
 RC1556'STAMPED G 263 1940.
 RC1556
 RC1556                          STATION RECOVERY (2004)
 RC1556
 RC1556'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 RC1556'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0164 ***********************************************************************
 QE0164  DESIGNATION -  G 269
 QE0164  PID         -  QE0164
 QE0164  STATE/COUNTY-  OR/LINN
 QE0164  USGS QUAD   -  CASCADIA (1994)
 QE0164
 QE0164                         *CURRENT SURVEY CONTROL
 QE0164  ___________________________________________________________________
 QE0164* NAD 83(1986)-  44 23 44.     (N)    122 27 47.     (W)     SCALED    
 QE0164* NAVD 88     -       269.029  (meters)     882.64   (feet)  POSTED    
 QE0164  ___________________________________________________________________
 QE0164  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 QE0164  DYNAMIC HT  -         268.980 (meters)     882.48  (feet)  COMP
 QE0164  MODELED GRAV-     980,423.3   (mgal)                       NAVD 88
 QE0164
 QE0164  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 QE0164
 QE0164.The horizontal coordinates were scaled from a topographic map and have
 QE0164.an estimated accuracy of +/- 6 seconds.
 QE0164
 QE0164.The orthometric height was determined by differential leveling
 QE0164.and adjusted by the  in 1992.
 QE0164.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 QE0164.rate of 1.1 thru 2.0 mm/km.
 QE0164
 QE0164.The geoid height was determined by GEOID03.
 QE0164
 QE0164.The dynamic height is computed by dividing the NAVD 88
 QE0164.geopotential number by the normal gravity value computed on the
 QE0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0164.degrees latitude (g = 980.6199 gals.).
 QE0164
 QE0164.The modeled gravity was interpolated from observed gravity values.
 QE0164
 QE0164;                    North         East    Units  Estimated Accuracy
 QE0164;SPC OR N     -    82,900.    2,343,620.      MT  (+/- 180 meters Scaled)
 QE0164
 QE0164                          SUPERSEDED SURVEY CONTROL
 QE0164
 QE0164  NGVD 29 (??/??/92)  267.950  (m)          879.10   (f) ADJ UNCH    1 2
 QE0164
 QE0164.Superseded values are not recommended for survey control.
 QE0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0164.See file dsdata.txt to determine how the superseded data were derived.
 QE0164
 QE0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ427159(NAD 83)
 QE0164_MARKER: DD = SURVEY DISK
 QE0164_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QE0164_SP_SET: BRIDGE
 QE0164_STAMPING: 878 G 269 1932
 QE0164_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE0164
 QE0164  HISTORY     - Date     Condition        Report By
 QE0164  HISTORY     - 1932     MONUMENTED       ORDT
 QE0164  HISTORY     - 1963     GOOD             NGS
 QE0164
 QE0164                          STATION DESCRIPTION
 QE0164
 QE0164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 QE0164'1.3 MI NE FROM CASCADIA.
 QE0164'1.3 MILES NORTHEAST ALONG U.S. HIGHWAY 20 FROM THE CASCADIA SCHOOL,
 QE0164'0.25 MILE EAST OF MILE POST NO. 42, 15 FEET SOUTH OF THE CENTER OF THE
 QE0164'HIGHWAY AND IN THE TOP OF THE CURB AT THE SOUTHEAST CORNER OF THE WOLF
 QE0164'CREEK BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB1071 ***********************************************************************
 RB1071  DESIGNATION -  G 27
 RB1071  PID         -  RB1071
 RB1071  STATE/COUNTY-  OR/MORROW
 RB1071  USGS QUAD   -  PATERSON (1993)
 RB1071
 RB1071                         *CURRENT SURVEY CONTROL
 RB1071  ___________________________________________________________________
 RB1071* NAD 83(1986)-  45 53 43.     (N)    119 30 56.     (W)     SCALED    
 RB1071* NAVD 88     -        88.385  (meters)     289.98   (feet)  ADJUSTED  
 RB1071  ___________________________________________________________________
 RB1071  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 RB1071  DYNAMIC HT  -          88.385 (meters)     289.98  (feet)  COMP
 RB1071  MODELED GRAV-     980,620.6   (mgal)                       NAVD 88
 RB1071
 RB1071  VERT ORDER  -  FIRST     CLASS I
 RB1071
 RB1071.The horizontal coordinates were scaled from a topographic map and have
 RB1071.an estimated accuracy of +/- 6 seconds.
 RB1071
 RB1071.The orthometric height was determined by differential leveling
 RB1071.and adjusted in June 1991.
 RB1071
 RB1071.The geoid height was determined by GEOID03.
 RB1071
 RB1071.The dynamic height is computed by dividing the NAVD 88
 RB1071.geopotential number by the normal gravity value computed on the
 RB1071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB1071.degrees latitude (g = 980.6199 gals.).
 RB1071
 RB1071.The modeled gravity was interpolated from observed gravity values.
 RB1071
 RB1071;                    North         East    Units  Estimated Accuracy
 RB1071;SPC OR N     -   248,120.    2,576,400.      MT  (+/- 180 meters Scaled)
 RB1071
 RB1071                          SUPERSEDED SURVEY CONTROL
 RB1071
 RB1071  NGVD 29 (??/??/92)   87.387  (m)          286.70   (f) ADJ UNCH    1 1
 RB1071
 RB1071.Superseded values are not recommended for survey control.
 RB1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1071.See file dsdata.txt to determine how the superseded data were derived.
 RB1071
 RB1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL048854(NAD 83)
 RB1071_MARKER: DB = BENCH MARK DISK
 RB1071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB1071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB1071_STAMPING: G 27 1921 ELEV. 286.797 FT.
 RB1071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB1071+STABILITY: SURFACE MOTION
 RB1071
 RB1071  HISTORY     - Date     Condition        Report By
 RB1071  HISTORY     - 1921     MONUMENTED       CGS
 RB1071  HISTORY     - 1968     GOOD             NGS
 RB1071
 RB1071                          STATION DESCRIPTION
 RB1071
 RB1071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RB1071'1.2 MI W FROM IRRIGON.
 RB1071'0.2 MILE WEST ALONG U.S. HIGHWAY 730 FROM THE POST OFFICE AT IRRIGON,
 RB1071'THENCE 1.0 MILE WEST ALONG AN ASPHALT ROAD, IN R26E T5N, SECTION 23,
 RB1071'AT THE INTERSECTION OF AN ASPHALT ROAD, 35 FEET NORTH OF THE CENTER
 RB1071'LINE OF THE ROAD, 36 FEET WEST OF THE CENTER LINE OF THE ROAD NORTH,
 RB1071'68 1/2 FEET WEST AND ACROSS THE ROAD FROM POWER POLE 4-108, 8 FEET
 RB1071'WEST OF A FENCE CORNER, 0.9 FOOT EAST OF A WITNESS POST, ABOUT LEVEL
 RB1071'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 RB1071'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1198 ***********************************************************************
 RD1198  DESIGNATION -  G 274
 RD1198  PID         -  RD1198
 RD1198  STATE/COUNTY-  OR/TILLAMOOK
 RD1198  USGS QUAD   -  FOLEY PEAK (1985)
 RD1198
 RD1198                         *CURRENT SURVEY CONTROL
 RD1198  ___________________________________________________________________
 RD1198* NAD 83(1986)-  45 42 23.     (N)    123 51 47.     (W)     SCALED    
 RD1198* NAVD 88     -        10.289  (meters)      33.76   (feet)  ADJUSTED  
 RD1198  ___________________________________________________________________
 RD1198  GEOID HEIGHT-         -22.27  (meters)                     GEOID03
 RD1198  DYNAMIC HT  -          10.290 (meters)      33.76  (feet)  COMP
 RD1198  MODELED GRAV-     980,718.2   (mgal)                       NAVD 88
 RD1198
 RD1198  VERT ORDER  -  FIRST     CLASS II
 RD1198
 RD1198.The horizontal coordinates were scaled from a topographic map and have
 RD1198.an estimated accuracy of +/- 6 seconds.
 RD1198
 RD1198.The orthometric height was determined by differential leveling
 RD1198.and adjusted in June 1991.
 RD1198
 RD1198.The geoid height was determined by GEOID03.
 RD1198
 RD1198.The dynamic height is computed by dividing the NAVD 88
 RD1198.geopotential number by the normal gravity value computed on the
 RD1198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1198.degrees latitude (g = 980.6199 gals.).
 RD1198
 RD1198.The modeled gravity was interpolated from observed gravity values.
 RD1198
 RD1198;                    North         East    Units  Estimated Accuracy
 RD1198;SPC OR N     -   232,110.    2,238,200.      MT  (+/- 180 meters Scaled)
 RD1198
 RD1198                          SUPERSEDED SURVEY CONTROL
 RD1198
 RD1198  NGVD 29 (??/??/92)    9.225  (m)           30.27   (f) ADJ UNCH    1 2
 RD1198
 RD1198.Superseded values are not recommended for survey control.
 RD1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1198.See file dsdata.txt to determine how the superseded data were derived.
 RD1198
 RD1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR328617(NAD 83)
 RD1198_MARKER: DD = SURVEY DISK
 RD1198_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD1198_SP_SET: PLATFORM
 RD1198_STAMPING: G 274 1940
 RD1198_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD1198
 RD1198  HISTORY     - Date     Condition        Report By
 RD1198  HISTORY     - 1940     MONUMENTED       ORHD
 RD1198  HISTORY     - 1966     GOOD             NGS
 RD1198  HISTORY     - 1982     MARK NOT FOUND   USGS
 RD1198  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RD1198  HISTORY     - 1987     MARK NOT FOUND   NGS
 RD1198  HISTORY     - 20020303 MARK NOT FOUND   USPSQD
 RD1198
 RD1198                          STATION DESCRIPTION
 RD1198
 RD1198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 RD1198'IN MOHLER.
 RD1198'AT THE MOHLER CHEESE FACTORY, 80 FEET NORTHEAST OF THE SOUTHERN
 RD1198'PACIFIC CO. RAILROAD TRACKS, AT THE SOUTHWEST CORNER OF THE FREEZING
 RD1198'ROOM OF THE MOHLER CHEESE FACTORY, AT THE SOUTH CORNER OF THE CONCRETE
 RD1198'PLATFORM AND 2 FEET HIGHER THAN THE MACADAM PARKING AREA.
 RD1198
 RD1198                          STATION RECOVERY (1982)
 RD1198
 RD1198'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 RD1198'MARK NOT FOUND.
 RD1198
 RD1198                          STATION RECOVERY (1987)
 RD1198
 RD1198'RECOVERY NOTE BY US POWER SQUADRON 1987 (RCC)
 RD1198'MARK NOT FOUND.
 RD1198
 RD1198                          STATION RECOVERY (1987)
 RD1198
 RD1198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD1198'THE PLATFORM IS NO LONGER AT THIS LOCATION.
 RD1198
 RD1198                          STATION RECOVERY (2002)
 RD1198
 RD1198'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 RD1198'MOHLER CHEESE FACTORY IS NOW THE NEHALEM BAY WINERY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0964 ***********************************************************************
 QB0964  DESIGNATION -  G 275
 QB0964  PID         -  QB0964
 QB0964  STATE/COUNTY-  OR/BAKER
 QB0964  USGS QUAD   -  VIRTUE FLAT (1994)
 QB0964
 QB0964                         *CURRENT SURVEY CONTROL
 QB0964  ___________________________________________________________________
 QB0964* NAD 83(1986)-  44 48 33.     (N)    117 40 15.     (W)     SCALED    
 QB0964* NAVD 88     -      1090.142  (meters)    3576.57   (feet)  ADJUSTED  
 QB0964  ___________________________________________________________________
 QB0964  GEOID HEIGHT-         -16.95  (meters)                     GEOID03
 QB0964  DYNAMIC HT  -        1089.818 (meters)    3575.51  (feet)  COMP
 QB0964  MODELED GRAV-     980,282.2   (mgal)                       NAVD 88
 QB0964
 QB0964  VERT ORDER  -  SECOND    CLASS 0
 QB0964
 QB0964.The horizontal coordinates were scaled from a topographic map and have
 QB0964.an estimated accuracy of +/- 6 seconds.
 QB0964
 QB0964.The orthometric height was determined by differential leveling
 QB0964.and adjusted in June 1991.
 QB0964
 QB0964.The geoid height was determined by GEOID03.
 QB0964
 QB0964.The dynamic height is computed by dividing the NAVD 88
 QB0964.geopotential number by the normal gravity value computed on the
 QB0964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0964.degrees latitude (g = 980.6199 gals.).
 QB0964
 QB0964.The modeled gravity was interpolated from observed gravity values.
 QB0964
 QB0964;                    North         East    Units  Estimated Accuracy
 QB0964;SPC OR N     -   130,870.    2,723,750.      MT  (+/- 180 meters Scaled)
 QB0964
 QB0964                          SUPERSEDED SURVEY CONTROL
 QB0964
 QB0964  NGVD 29 (??/??/92) 1089.049  (m)         3572.99   (f) ADJ UNCH    2 0
 QB0964
 QB0964.Superseded values are not recommended for survey control.
 QB0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0964.See file dsdata.txt to determine how the superseded data were derived.
 QB0964
 QB0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK469619(NAD 83)
 QB0964_MARKER: DD = SURVEY DISK
 QB0964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0964_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0964_STAMPING: G 275 1941 POST 475+23.4
 QB0964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0964+STABILITY: SURFACE MOTION
 QB0964
 QB0964  HISTORY     - Date     Condition        Report By
 QB0964  HISTORY     - 1941     MONUMENTED       ORDT
 QB0964  HISTORY     - 1945     GOOD             NGS
 QB0964  HISTORY     - 1967     MARK NOT FOUND   NGS
 QB0964
 QB0964                          STATION DESCRIPTION
 QB0964
 QB0964'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 QB0964'9.9 MI E FROM BAKER.
 QB0964'9.9 MILES EAST ALONG STATE HIGHWAY NO. 86 FROM THE POST OFFICE AT
 QB0964'BAKER, ABOUT 4.7 MILES WEST OF RUCKLES CREEK BRIDGE, SET IN TOP OF
 QB0964'CONCRETE POST FLUSH WITH GROUND, 275 FEET EAST OF ROAD TO GRAVEL PIT,
 QB0964'38 FEET SOUTH OF CENTERLINE STATION 475+20, 20 FEET SOUTH OF TOP OF 2
 QB0964'FEET CUT BANK, 1.5 FEET NORTH OF REFERENCE POST.  FIELD ELEVATION
 QB0964'3573.29 FEET BY OSHD.
 QB0964
 QB0964                          STATION RECOVERY (1967)
 QB0964
 QB0964'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 QB0964'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0321 ***********************************************************************
 RC0321  DESIGNATION -  G 276
 RC0321  PID         -  RC0321
 RC0321  STATE/COUNTY-  OR/GILLIAM
 RC0321  USGS QUAD   -  MATNEY FLAT (1970)
 RC0321
 RC0321                         *CURRENT SURVEY CONTROL
 RC0321  ___________________________________________________________________
 RC0321* NAD 83(1986)-  45 13 05.     (N)    120 05 53.     (W)     SCALED    
 RC0321* NAVD 88     -       827.750  (meters)    2715.71   (feet)  ADJUSTED  
 RC0321  ___________________________________________________________________
 RC0321  GEOID HEIGHT-         -20.45  (meters)                     GEOID03
 RC0321  DYNAMIC HT  -         827.593 (meters)    2715.19  (feet)  COMP
 RC0321  MODELED GRAV-     980,399.1   (mgal)                       NAVD 88
 RC0321
 RC0321  VERT ORDER  -  SECOND    CLASS 0
 RC0321
 RC0321.The horizontal coordinates were scaled from a topographic map and have
 RC0321.an estimated accuracy of +/- 6 seconds.
 RC0321
 RC0321.The orthometric height was determined by differential leveling
 RC0321.and adjusted in June 1991.
 RC0321
 RC0321.The geoid height was determined by GEOID03.
 RC0321
 RC0321.The dynamic height is computed by dividing the NAVD 88
 RC0321.geopotential number by the normal gravity value computed on the
 RC0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0321.degrees latitude (g = 980.6199 gals.).
 RC0321
 RC0321.The modeled gravity was interpolated from observed gravity values.
 RC0321
 RC0321;                    North         East    Units  Estimated Accuracy
 RC0321;SPC OR N     -   172,470.    2,531,570.      MT  (+/- 180 meters Scaled)
 RC0321
 RC0321                          SUPERSEDED SURVEY CONTROL
 RC0321
 RC0321  NGVD 29 (??/??/92)  826.664  (m)         2712.15   (f) ADJ UNCH    2 0
 RC0321
 RC0321.Superseded values are not recommended for survey control.
 RC0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0321.See file dsdata.txt to determine how the superseded data were derived.
 RC0321
 RC0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGR278112(NAD 83)
 RC0321_MARKER: DD = SURVEY DISK
 RC0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC0321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC0321_STAMPING: G 276 1939 2712.3
 RC0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0321+STABILITY: SURFACE MOTION
 RC0321
 RC0321  HISTORY     - Date     Condition        Report By
 RC0321  HISTORY     - 1939     MONUMENTED       ORDT
 RC0321  HISTORY     - 1962     GOOD             NGS
 RC0321
 RC0321                          STATION DESCRIPTION
 RC0321
 RC0321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RC0321'4.8 MI E FROM CONDON.
 RC0321'REACHED FROM THE POST OFFICE AT CONDON GO EAST ON STATE HIGHWAY 206
 RC0321'FOR 4.8 MILES TO WHERE THE ROAD FORKS, THE HIGHWAY CURVES TO THE
 RC0321'NORTHEAST AND THE ROAD TO LONEROCK FORKS TO THE RIGHT AND AHEAD TO THE
 RC0321'EAST.  BENCH MARK IS 39-FEET SOUTH OF THE CENTER OF THE FORKS OF THE
 RC0321'TWO ROADS, 105-FEET SOUTHWEST OF THE HIGHWAY DIRECTION SIGN IN THE
 RC0321'WEST POINT OF THE TRIANGLE FORMED BY THE INTERSECTION, 0.5 FOOT NORTH
 RC0321'OF THE SOUTH RIGHT OF WAY FENCE, 9-FEET WEST OF A TELEPHONE POLE, AND
 RC0321'0.5 FOOT WEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0546 ***********************************************************************
 NY0546  DESIGNATION -  G 277
 NY0546  PID         -  NY0546
 NY0546  STATE/COUNTY-  OR/KLAMATH
 NY0546  USGS QUAD   -  CHILOQUIN (1988)
 NY0546
 NY0546                         *CURRENT SURVEY CONTROL
 NY0546  ___________________________________________________________________
 NY0546* NAD 83(1986)-  42 36 44.     (N)    121 46 24.     (W)     SCALED    
 NY0546* NAVD 88     -      1302.183  (meters)    4272.25   (feet)  ADJUSTED  
 NY0546  ___________________________________________________________________
 NY0546  GEOID HEIGHT-         -22.17  (meters)                     GEOID03
 NY0546  DYNAMIC HT  -        1301.435 (meters)    4269.79  (feet)  COMP
 NY0546  MODELED GRAV-     980,001.6   (mgal)                       NAVD 88
 NY0546
 NY0546  VERT ORDER  -  SECOND    CLASS 0
 NY0546
 NY0546.The horizontal coordinates were scaled from a topographic map and have
 NY0546.an estimated accuracy of +/- 6 seconds.
 NY0546
 NY0546.The orthometric height was determined by differential leveling
 NY0546.and adjusted in June 1991.
 NY0546
 NY0546.The geoid height was determined by GEOID03.
 NY0546
 NY0546.The dynamic height is computed by dividing the NAVD 88
 NY0546.geopotential number by the normal gravity value computed on the
 NY0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0546.degrees latitude (g = 980.6199 gals.).
 NY0546
 NY0546.The modeled gravity was interpolated from observed gravity values.
 NY0546
 NY0546;                    North         East    Units  Estimated Accuracy
 NY0546;SPC OR S     -   105,830.    1,395,530.      MT  (+/- 180 meters Scaled)
 NY0546
 NY0546                          SUPERSEDED SURVEY CONTROL
 NY0546
 NY0546  NGVD 29 (??/??/92) 1301.048  (m)         4268.52   (f) ADJ UNCH    2 0
 NY0546
 NY0546.Superseded values are not recommended for survey control.
 NY0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0546.See file dsdata.txt to determine how the superseded data were derived.
 NY0546
 NY0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFN006184(NAD 83)
 NY0546_MARKER: DD = SURVEY DISK
 NY0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NY0546_STAMPING: 4268 G 277 1934
 NY0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0546+STABILITY: SURFACE MOTION
 NY0546
 NY0546  HISTORY     - Date     Condition        Report By
 NY0546  HISTORY     - 1934     MONUMENTED       ORGS
 NY0546
 NY0546                          STATION DESCRIPTION
 NY0546
 NY0546'DESCRIBED BY OREGON GEODETIC SURVEY 1934
 NY0546'6.0 MI NE FROM CHILOQUIN.
 NY0546'ABOUT 6.0 MILES NORTHEAST ALONG THE SPRAGUE RIVER ROAD FROM THE
 NY0546'SOUTHERN PACIFIC CO. RAILROAD STATION AT CHILOQUIN, KLAMATH COUNTY, ON
 NY0546'A SHORT TANGENT, 51 FEET NORTH OF THE CENTER LINE OF THE ROAD, 26 FEET
 NY0546'EAST OF A PINE TREE MARKED BY THE PAINTED LETTERS B.M., ABOUT 4 FEET
 NY0546'HIGHER THAN THE ROAD, AND 2 FEET WEST OF A WHITE WOODEN WITNESS POST.
 NY0546'A STATE SURVEY STANDARD DISK, STAMPED 4268 G 277 1934 AND SET IN THE
 NY0546'TOP OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0742 ***********************************************************************
 RD0742  DESIGNATION -  G 283
 RD0742  PID         -  RD0742
 RD0742  STATE/COUNTY-  OR/TILLAMOOK
 RD0742  USGS QUAD   -  JORDAN CREEK (1984)
 RD0742
 RD0742                         *CURRENT SURVEY CONTROL
 RD0742  ___________________________________________________________________
 RD0742* NAD 83(1986)-  45 35 29.     (N)    123 31 36.     (W)     SCALED    
 RD0742* NAVD 88     -       184.905  (meters)     606.64   (feet)  ADJUSTED  
 RD0742  ___________________________________________________________________
 RD0742  GEOID HEIGHT-         -20.63  (meters)                     GEOID03
 RD0742  DYNAMIC HT  -         184.920 (meters)     606.69  (feet)  COMP
 RD0742  MODELED GRAV-     980,689.1   (mgal)                       NAVD 88
 RD0742
 RD0742  VERT ORDER  -  SECOND    CLASS 0
 RD0742
 RD0742.The horizontal coordinates were scaled from a topographic map and have
 RD0742.an estimated accuracy of +/- 6 seconds.
 RD0742
 RD0742.The orthometric height was determined by differential leveling
 RD0742.and adjusted in June 1991.
 RD0742
 RD0742.The geoid height was determined by GEOID03.
 RD0742
 RD0742.The dynamic height is computed by dividing the NAVD 88
 RD0742.geopotential number by the normal gravity value computed on the
 RD0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0742.degrees latitude (g = 980.6199 gals.).
 RD0742
 RD0742.The modeled gravity was interpolated from observed gravity values.
 RD0742
 RD0742;                    North         East    Units  Estimated Accuracy
 RD0742;SPC OR N     -   218,300.    2,263,900.      MT  (+/- 180 meters Scaled)
 RD0742
 RD0742                          SUPERSEDED SURVEY CONTROL
 RD0742
 RD0742  NGVD 29 (??/??/92)  183.848  (m)          603.17   (f) ADJ UNCH    2 0
 RD0742
 RD0742.Superseded values are not recommended for survey control.
 RD0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0742.See file dsdata.txt to determine how the superseded data were derived.
 RD0742
 RD0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR589487(NAD 83)
 RD0742_MARKER: DD = SURVEY DISK
 RD0742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0742_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0742_STAMPING: G 283 1939
 RD0742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0742+STABILITY: SURFACE MOTION
 RD0742
 RD0742  HISTORY     - Date     Condition        Report By
 RD0742  HISTORY     - 1939     MONUMENTED       ORDT
 RD0742  HISTORY     - 1962     GOOD             NGS
 RD0742  HISTORY     - 19921025 MARK NOT FOUND   USPSQD
 RD0742
 RD0742                          STATION DESCRIPTION
 RD0742
 RD0742'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RD0742'14.8 MI SW FROM GLENWOOD.
 RD0742'REACHED FROM THE POST OFFICE AT GLENWOOD GO SOUTHWEST ALONG STATE
 RD0742'HIGHWAY 6 FOR 14.8 MILES, 32 FEET SOUTH OF THE CENTER LINE OF THE
 RD0742'HIGHWAY AND ABOUT 8 FEET LOWER AT THE BASE OF THE FILL, 11 FEET SOUTH
 RD0742'OF POWER LINE GUY-POLE 521A, ABOUT 55 YARDS EAST OF HIGHWAY MILE POST
 RD0742'24, 0.5 FOOT EAST OF A METAL WITNESS POST.
 RD0742
 RD0742                          STATION RECOVERY (1992)
 RD0742
 RD0742'RECOVERY NOTE BY US POWER SQUADRON 1992 (KRN)
 RD0742'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD4366 ***********************************************************************
 RD4366  DESIGNATION -  G 283 RESET
 RD4366  PID         -  RD4366
 RD4366  STATE/COUNTY-  OR/TILLAMOOK
 RD4366  USGS QUAD   -  JORDAN CREEK (1984)
 RD4366
 RD4366                         *CURRENT SURVEY CONTROL
 RD4366  ___________________________________________________________________
 RD4366* NAD 83(1986)-  45 35 29.     (N)    123 31 36.     (W)     SCALED    
 RD4366* NAVD 88     -       187.91   (meters)     616.5    (feet)  RESET     
 RD4366  ___________________________________________________________________
 RD4366  GEOID HEIGHT-         -20.63  (meters)                     GEOID03
 RD4366  VERT ORDER  -  THIRD
 RD4366
 RD4366.The horizontal coordinates were scaled from a topographic map and have
 RD4366.an estimated accuracy of +/- 6 seconds.
 RD4366
 RD4366.The orthometric height was computed from unverified reset data.
 RD4366.No vertical observational check was made to the station.
 RD4366
 RD4366.The geoid height was determined by GEOID03.
 RD4366
 RD4366;                    North         East    Units  Estimated Accuracy
 RD4366;SPC OR N     -   218,300.    2,263,900.      MT  (+/- 180 meters Scaled)
 RD4366
 RD4366                          SUPERSEDED SURVEY CONTROL
 RD4366
 RD4366  NGVD 29 (10/26/06)  186.85   (m)          613.0    (f) RESET       3  
 RD4366
 RD4366.Superseded values are not recommended for survey control.
 RD4366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4366.See file dsdata.txt to determine how the superseded data were derived.
 RD4366
 RD4366_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR589487(NAD 83)
 RD4366_MARKER: DV = VERTICAL CONTROL DISK
 RD4366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD4366_SP_SET: CONCRETE POST
 RD4366_STAMPING: G 283 ORHD RESET 1982
 RD4366_MARK LOGO: ORHD  
 RD4366_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD4366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD4366+STABILITY: SURFACE MOTION
 RD4366_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD4366+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2004
 RD4366
 RD4366  HISTORY     - Date     Condition        Report By
 RD4366  HISTORY     - 1982     MONUMENTED       NGS
 RD4366  HISTORY     - 20040612 GOOD             USPSQD
 RD4366
 RD4366                          STATION DESCRIPTION
 RD4366
 RD4366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RD4366'EAST FROM THE LEES CAMP 0.4 KM (0.2 MI) TO THE MARK ON THE LEFT, IT IS
 RD4366'12.1 METERS NORTH OF THE CENTERLINE OF THE HIGHWAY, 1.7 METERS WEST
 RD4366'OF POWER POLE NUMBER 521, 0.3 METERS EAST OF A WITNESS POST.
 RD4366
 RD4366                          STATION RECOVERY (2004)
 RD4366
 RD4366'RECOVERY NOTE BY US POWER SQUADRON 2004
 RD4366'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0530 ***********************************************************************
 OA0530  DESIGNATION -  G 286
 OA0530  PID         -  OA0530
 OA0530  STATE/COUNTY-  OR/COOS
 OA0530  USGS QUAD   -  CHARLESTON (1970)
 OA0530
 OA0530                         *CURRENT SURVEY CONTROL
 OA0530  ___________________________________________________________________
 OA0530* NAD 83(1986)-  43 20 20.     (N)    124 21 21.     (W)     SCALED    
 OA0530* NAVD 88     -        10.265  (meters)      33.68   (feet)  POSTED    
 OA0530  ___________________________________________________________________
 OA0530  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 OA0530  DYNAMIC HT  -          10.260 (meters)      33.66  (feet)  COMP
 OA0530  MODELED GRAV-     980,446.2   (mgal)                       NAVD 88
 OA0530
 OA0530  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 OA0530
 OA0530.The horizontal coordinates were scaled from a topographic map and have
 OA0530.an estimated accuracy of +/- 6 seconds.
 OA0530
 OA0530.The orthometric height was determined by differential leveling
 OA0530.and adjusted by the  in 1992.
 OA0530.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 OA0530.was located on a no-check spur therefore a value was not computed.
 OA0530.No vertical observational check was made to the station.
 OA0530
 OA0530.The geoid height was determined by GEOID03.
 OA0530
 OA0530.The dynamic height is computed by dividing the NAVD 88
 OA0530.geopotential number by the normal gravity value computed on the
 OA0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0530.degrees latitude (g = 980.6199 gals.).
 OA0530
 OA0530.The modeled gravity was interpolated from observed gravity values.
 OA0530
 OA0530;                    North         East    Units  Estimated Accuracy
 OA0530;SPC OR S     -   192,950.    1,187,470.      MT  (+/- 180 meters Scaled)
 OA0530
 OA0530                          SUPERSEDED SURVEY CONTROL
 OA0530
 OA0530  NGVD 29 (??/??/92)    9.134  (m)           29.97   (f) ADJ UNCH    1 2
 OA0530
 OA0530.Superseded values are not recommended for survey control.
 OA0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0530.See file dsdata.txt to determine how the superseded data were derived.
 OA0530
 OA0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN900993(NAD 83)
 OA0530_MARKER: DD = SURVEY DISK
 OA0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA0530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OA0530_STAMPING: 29.4 G 286 1939
 OA0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0530+STABILITY: SURFACE MOTION
 OA0530
 OA0530  HISTORY     - Date     Condition        Report By
 OA0530  HISTORY     - 1939     MONUMENTED       ORDT
 OA0530  HISTORY     - 1941     GOOD             NGS
 OA0530  HISTORY     - 20010929 MARK NOT FOUND   USPSQD
 OA0530
 OA0530                          STATION DESCRIPTION
 OA0530
 OA0530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 OA0530'1.8 MI SW FROM CHARLESTON.
 OA0530'1.8 MILE SOUTHWEST ALONG THE CAPE ARAGO HIGHWAY FROM CHARLESTON, COOS
 OA0530'COUNTY, ABOUT 140 FEET WEST OF A 72-INCH IRON CULVERT, ABOUT 125 FEET
 OA0530'EAST OF THE N.E. JOHNSON RESIDENCE, 70 FEET SOUTH OF THE CENTER LINE
 OA0530'OF THE HIGHWAY, AND AT A WHITE WOODEN POST STENCILED U.S.B.M.  AN
 OA0530'OREGON STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED 29.4 G 286 1939
 OA0530'AND SET IN THE TOP OF A CONCRETE POST.
 OA0530
 OA0530                          STATION RECOVERY (2001)
 OA0530
 OA0530'RECOVERY NOTE BY US POWER SQUADRON 2001 (EHR)
 OA0530'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0742 ***********************************************************************
 QE0742  DESIGNATION -  G 287
 QE0742  PID         -  QE0742
 QE0742  STATE/COUNTY-  OR/BENTON
 QE0742  USGS QUAD   -  WREN (1984)
 QE0742
 QE0742                         *CURRENT SURVEY CONTROL
 QE0742  ___________________________________________________________________
 QE0742* NAD 83(2007)-  44 36 56.34524(N)    123 25 34.79493(W)     ADJUSTED  
 QE0742* NAVD 88     -       202.076  (meters)     662.98   (feet)  ADJUSTED  
 QE0742  ___________________________________________________________________
 QE0742  EPOCH DATE  -        2007.00
 QE0742  X           -  -2,505,231.580 (meters)                     COMP
 QE0742  Y           -  -3,795,586.291 (meters)                     COMP
 QE0742  Z           -   4,457,171.856 (meters)                     COMP
 QE0742  LAPLACE CORR-          -4.04  (seconds)                    DEFLEC99
 QE0742  ELLIP HEIGHT-         179.951 (meters)          (02/10/07) ADJUSTED
 QE0742  GEOID HEIGHT-         -22.12  (meters)                     GEOID03
 QE0742  DYNAMIC HT  -         202.066 (meters)     662.94  (feet)  COMP
 QE0742
 QE0742  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 QE0742  Type    PID    Designation                      North   East  Ellip
 QE0742  -------------------------------------------------------------------
 QE0742  NETWORK QE0742 G 287                             1.02   0.88   1.67
 QE0742  -------------------------------------------------------------------
 QE0742  MODELED GRAV-     980,564.6   (mgal)                       NAVD 88
 QE0742
 QE0742  VERT ORDER  -  SECOND    CLASS 0
 QE0742
 QE0742.The horizontal coordinates were established by GPS observations
 QE0742.and adjusted by the National Geodetic Survey in February 2007.
 QE0742
 QE0742.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 QE0742.See www.ngs.noaa.gov/NationalReadjustment for more information.
 QE0742.The horizontal coordinates are valid at the epoch date displayed above.
 QE0742.The epoch date for horizontal control is a decimal equivalence
 QE0742.of Year/Month/Day.
 QE0742
 QE0742.The orthometric height was determined by differential leveling
 QE0742.and adjusted in June 1991.
 QE0742
 QE0742.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QE0742
 QE0742.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE0742
 QE0742.The ellipsoidal height was determined by GPS observations
 QE0742.and is referenced to NAD 83.
 QE0742
 QE0742.The geoid height was determined by GEOID03.
 QE0742
 QE0742.The dynamic height is computed by dividing the NAVD 88
 QE0742.geopotential number by the normal gravity value computed on the
 QE0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0742.degrees latitude (g = 980.6199 gals.).
 QE0742
 QE0742.The modeled gravity was interpolated from observed gravity values.
 QE0742
 QE0742;                    North         East     Units Scale Factor Converg.
 QE0742;SPC OR N     -   109,659.121 2,267,795.158   MT  0.99994086   -2 04 31.1
 QE0742;SPC OR N     -   359,774.02  7,440,272.83   iFT  0.99994086   -2 04 31.1
 QE0742;UTM  10      - 4,940,343.979   466,174.634   MT  0.99961407   -0 17 58.0
 QE0742
 QE0742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE0742!SPC OR N     -   0.99997179  x   0.99994086  =   0.99991265
 QE0742!UTM  10      -   0.99997179  x   0.99961407  =   0.99958587
 QE0742
 QE0742                          SUPERSEDED SURVEY CONTROL
 QE0742
 QE0742  NAD 83(1998)-  44 36 56.34253(N)    123 25 34.79651(W) AD(       ) B
 QE0742  ELLIP H (07/03/01)  179.963  (m)                       GP(       ) 5 1
 QE0742  NAD 83(1998)-  44 36 56.34250(N)    123 25 34.79655(W) AD(1997.00) B
 QE0742  ELLIP H (02/15/01)  179.963  (m)                       GP(1997.00) 4 1
 QE0742  NAVD 88 (02/15/01)  202.08   (m)          663.0    (f) LEVELING    3  
 QE0742  NGVD 29 (??/??/92)  201.064  (m)          659.66   (f) ADJ UNCH    2 0
 QE0742
 QE0742.Superseded values are not recommended for survey control.
 QE0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0742.See file dsdata.txt to determine how the superseded data were derived.
 QE0742
 QE0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ6617540344(NAD 83)
 QE0742_MARKER: DD = SURVEY DISK
 QE0742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0742_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0742_STAMPING: G 287 1939 RP
 QE0742_MARK LOGO: ORDT  
 QE0742_MAGNETIC: N = NO MAGNETIC MATERIAL
 QE0742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0742+STABILITY: SURFACE MOTION
 QE0742_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QE0742+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2006
 QE0742
 QE0742  HISTORY     - Date     Condition        Report By
 QE0742  HISTORY     - 1939     MONUMENTED       ORDT
 QE0742  HISTORY     - 1968     GOOD             NGS
 QE0742  HISTORY     - 1990     GOOD             USPSQD
 QE0742  HISTORY     - 20000404 GOOD             OR-003
 QE0742  HISTORY     - 20010829 GOOD             OR-053
 QE0742  HISTORY     - 20060301 GOOD             OR-003
 QE0742
 QE0742                          STATION DESCRIPTION
 QE0742
 QE0742'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 QE0742'2.0 MI N FROM WREN.
 QE0742'2.0 MILES NORTH ALONG STATE HIGHWAY 223 FROM THE WREN STORE, 59 FEET
 QE0742'SOUTHWEST OF A DOUBLE CONCRETE CULVERT, 38 FEET WEST OF THE CENTER OF
 QE0742'THE HIGHWAY, 20 FEET SOUTH OF WHERE THE POWER LINE CROSSES THE
 QE0742'HIGHWAY, 17 FEET SOUTH OF A T FENCE CORNER, 5 FEET NORTHEAST OF A
 QE0742'TELEPHONE POLE, 3 FEET EAST OF THE RIGHT-OF-WAY FENCE LINE AND 0.5
 QE0742'FOOT NORTH OF A METAL WITNESS POST SET IN A CYLINDRICAL CONCRETE
 QE0742'MONUMENT THAT IS 1-INCH BELOW THE SURFACE.
 QE0742
 QE0742                          STATION RECOVERY (1990)
 QE0742
 QE0742'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCB)
 QE0742'RECOVERED IN GOOD CONDITION.
 QE0742
 QE0742                          STATION RECOVERY (2000)
 QE0742
 QE0742'RECOVERY NOTE BY BENTON COUNTY OREGON 2000 (REW)
 QE0742'THE STATION IS LOCATED ABOUT 12.0 KM (7.45 MI) WEST-NORTHWEST OF
 QE0742'CORVALLIS, 7.0 KM (4.35 MI) NORTHWEST OF PHILOMATH, UNDER THE
 QE0742'EAST-WEST POWERLINE CROSSING AND ON THE WEST SIDE OF STATE HIGHWAY
 QE0742'223.  OWNERSHIP--OREGON STATE DEPARTMENT OF TRANSPORTATION.  TO REACH
 QE0742'THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 20 AND 223 (KINGS
 QE0742'VALLEY HIGHWAY) AT THE SMALL COMMUNITY OF WREN, GO NORTH ON HIGHWAY
 QE0742'223 FOR 3.36 KM (2.10 MI) TO THE POWERLINE CROSSING AND STATION ON THE
 QE0742'LEFT.  THE STATION IS A STATE HIGHWAY DEPARTMENT BM DISK SET IN TOP OF
 QE0742'A ROUND CONCRETE MONUMENT RECESSED 6 CM BELOW GROUND.  IT IS 22.8 M
 QE0742'(74.8 FT) SOUTHWEST FROM A DOUBLE CONCRETE CULVERT, 11.6 M (38.1 FT)
 QE0742'WEST FROM THE CENTER OF THE HIGHWAY, 7.6 M (24.9 FT) NORTHEAST FROM
 QE0742'THE NORTHEAST CORNER OF A CHRISTMAS TREE FARM, 6.1 M (20.0 FT) SOUTH
 QE0742'FROM WHERE THE POWERLINE CROSSES THE HIGHWAY, 5.2 M (17.1 FT) SOUTH
 QE0742'FROM A T FENCE CORNER, AND 0.2 M (0.7 FT) NORTH FROM A METAL WITNESS
 QE0742'POST.
 QE0742
 QE0742                          STATION RECOVERY (2001)
 QE0742
 QE0742'RECOVERY NOTE BY POLK COUNTY OREGON 2001 (JDN)
 QE0742'MARK RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 QE0742' 
 QE0742' 
 QE0742' 
 QE0742' 
 QE0742' 
 QE0742' 
 QE0742' 
 QE0742' 
 QE0742'
 QE0742
 QE0742                          STATION RECOVERY (2006)
 QE0742
 QE0742'RECOVERY NOTE BY BENTON COUNTY OREGON 2006 (JA)
 QE0742'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0466 ***********************************************************************
 RC0466  DESIGNATION -  G 290
 RC0466  PID         -  RC0466
 RC0466  STATE/COUNTY-  OR/WASCO
 RC0466  USGS QUAD   -  BRONX CANYON (1971)
 RC0466
 RC0466                         *CURRENT SURVEY CONTROL
 RC0466  ___________________________________________________________________
 RC0466* NAD 83(1986)-  45 08 29.     (N)    120 52 26.     (W)     SCALED    
 RC0466* NAVD 88     -       736.008  (meters)    2414.72   (feet)  POSTED    
 RC0466  ___________________________________________________________________
 RC0466  GEOID HEIGHT-         -21.02  (meters)                     GEOID03
 RC0466  DYNAMIC HT  -         735.840 (meters)    2414.17  (feet)  COMP
 RC0466  MODELED GRAV-     980,370.1   (mgal)                       NAVD 88
 RC0466
 RC0466  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 RC0466
 RC0466.The horizontal coordinates were scaled from a topographic map and have
 RC0466.an estimated accuracy of +/- 6 seconds.
 RC0466
 RC0466.The orthometric height was determined by differential leveling
 RC0466.and adjusted by the  in 1992.
 RC0466.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 RC0466.rate of 2.1 thru 3.0 mm/km.
 RC0466
 RC0466.The geoid height was determined by GEOID03.
 RC0466
 RC0466.The dynamic height is computed by dividing the NAVD 88
 RC0466.geopotential number by the normal gravity value computed on the
 RC0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0466.degrees latitude (g = 980.6199 gals.).
 RC0466
 RC0466.The modeled gravity was interpolated from observed gravity values.
 RC0466
 RC0466;                    North         East    Units  Estimated Accuracy
 RC0466;SPC OR N     -   163,940.    2,470,600.      MT  (+/- 180 meters Scaled)
 RC0466
 RC0466                          SUPERSEDED SURVEY CONTROL
 RC0466
 RC0466  NGVD 29 (??/??/92)  734.901  (m)         2411.09   (f) ADJ UNCH    2 0
 RC0466
 RC0466.Superseded values are not recommended for survey control.
 RC0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0466.See file dsdata.txt to determine how the superseded data were derived.
 RC0466
 RC0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR671008(NAD 83)
 RC0466_MARKER: DD = SURVEY DISK
 RC0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC0466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC0466_STAMPING: G 290 1934
 RC0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0466+STABILITY: SURFACE MOTION
 RC0466
 RC0466  HISTORY     - Date     Condition        Report By
 RC0466  HISTORY     - 1934     MONUMENTED       ORGS
 RC0466  HISTORY     - 1961     GOOD             NGS
 RC0466
 RC0466                          STATION DESCRIPTION
 RC0466
 RC0466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RC0466'12.8 MI NW FROM SHANIKO.
 RC0466'ABOUT 1.5 MILES WEST ALONG U.S. HIGHWAY 97 FROM THE POST OFFICE AT
 RC0466'SHANIKO, THENCE NORTHWEST ALONG THE BAKEOVEN ROAD FOR ABOUT 11.3
 RC0466'MILES, ABOUT 300 FEET NORTHEAST OF THE ALDREDGE HOUSE, ABOUT 25 FEET
 RC0466'EAST OF THE ROAD, AND 2 FEET WEST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0303 ***********************************************************************
 QD0303  DESIGNATION -  G 294 RESET
 QD0303  PID         -  QD0303
 QD0303  STATE/COUNTY-  OR/CROOK
 QD0303  USGS QUAD   -  STEARNS BUTTE (1988)
 QD0303
 QD0303                         *CURRENT SURVEY CONTROL
 QD0303  ___________________________________________________________________
 QD0303* NAD 83(1986)-  44 08 18.     (N)    120 50 07.     (W)     SCALED    
 QD0303* NAVD 88     -       916.54   (meters)    3007.0    (feet)  RESET     
 QD0303  ___________________________________________________________________
 QD0303  GEOID HEIGHT-         -20.44  (meters)                     GEOID03
 QD0303  VERT ORDER  -  THIRD
 QD0303
 QD0303.The horizontal coordinates were scaled from a topographic map and have
 QD0303.an estimated accuracy of +/- 6 seconds.
 QD0303
 QD0303.The orthometric height was computed from unverified reset data.
 QD0303
 QD0303.The geoid height was determined by GEOID03.
 QD0303
 QD0303;                    North         East    Units  Estimated Accuracy
 QD0303;SPC OR S     -   274,630.    1,473,170.      MT  (+/- 180 meters Scaled)
 QD0303
 QD0303                          SUPERSEDED SURVEY CONTROL
 QD0303
 QD0303.No superseded survey control is available for this station.
 QD0303
 QD0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP731895(NAD 83)
 QD0303_MARKER: DB = BENCH MARK DISK
 QD0303_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QD0303_SP_SET: MONUMENT
 QD0303_STAMPING: G 294 OREG GEOD S RESET 1969
 QD0303_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0303
 QD0303  HISTORY     - Date     Condition        Report By
 QD0303  HISTORY     - 1969     MONUMENTED       CGS
 QD0303
 QD0303                          STATION DESCRIPTION
 QD0303
 QD0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 QD0303'13.8 MI S FROM PRINEVILLE.
 QD0303'REACHED FROM THE INTERSECTION OF E. SECOND STREET AND N. COURT STREET,
 QD0303'JUST NORTH OF THE PRINEVILLE POST OFFICE, GO WEST ON E. SECOND STREET
 QD0303'FOR 0.1 MILE TO MAIN STREET, (STATE HIGHWAY 27), TURN LEFT AND GO
 QD0303'SOUTH ON MAIN STREET AND STATE HIGHWAY 27 FOR 13.8 MILES TO THE BENCH
 QD0303'MARK ON THE LEFT, 150 FEET SOUTH OF A CUT ON THE EAST SIDE OF THE
 QD0303'HIGHWAY, 40 FEET EAST OF THE CENTER OF THE HIGHWAY, 1 FOOT SOUTH OF A
 QD0303'METAL WITNESS POST AND LEVEL WITH THE HIGHWAY SET IN A 10-INCH SQUARE
 QD0303'CONCRETE MONUMENT THAT PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0415 ***********************************************************************
 RC0415  DESIGNATION -  G 296
 RC0415  PID         -  RC0415
 RC0415  STATE/COUNTY-  OR/SHERMAN
 RC0415  USGS QUAD   -  MORO (1971)
 RC0415
 RC0415                         *CURRENT SURVEY CONTROL
 RC0415  ___________________________________________________________________
 RC0415* NAD 83(1986)-  45 29 33.     (N)    120 42 41.     (W)     SCALED    
 RC0415* NAVD 88     -       525.318  (meters)    1723.48   (feet)  ADJUSTED  
 RC0415  ___________________________________________________________________
 RC0415  GEOID HEIGHT-         -21.23  (meters)                     GEOID03
 RC0415  DYNAMIC HT  -         525.259 (meters)    1723.29  (feet)  COMP
 RC0415  MODELED GRAV-     980,487.2   (mgal)                       NAVD 88
 RC0415
 RC0415  VERT ORDER  -  FIRST     CLASS II
 RC0415
 RC0415.The horizontal coordinates were scaled from a topographic map and have
 RC0415.an estimated accuracy of +/- 6 seconds.
 RC0415
 RC0415.The orthometric height was determined by differential leveling
 RC0415.and adjusted in June 1991.
 RC0415
 RC0415.The geoid height was determined by GEOID03.
 RC0415
 RC0415.The dynamic height is computed by dividing the NAVD 88
 RC0415.geopotential number by the normal gravity value computed on the
 RC0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0415.degrees latitude (g = 980.6199 gals.).
 RC0415
 RC0415.The modeled gravity was interpolated from observed gravity values.
 RC0415
 RC0415;                    North         East    Units  Estimated Accuracy
 RC0415;SPC OR N     -   202,910.    2,483,480.      MT  (+/- 180 meters Scaled)
 RC0415
 RC0415                          SUPERSEDED SURVEY CONTROL
 RC0415
 RC0415  NGVD 29 (??/??/92)  524.306  (m)         1720.16   (f) ADJ UNCH    1 2
 RC0415
 RC0415.Superseded values are not recommended for survey control.
 RC0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0415.See file dsdata.txt to determine how the superseded data were derived.
 RC0415
 RC0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR788402(NAD 83)
 RC0415_MARKER: DD = SURVEY DISK
 RC0415_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RC0415_SP_SET: CULVERT
 RC0415_STAMPING: 1719 G 296 1934
 RC0415_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC0415
 RC0415  HISTORY     - Date     Condition        Report By
 RC0415  HISTORY     - 1934     MONUMENTED       ORDT
 RC0415  HISTORY     - 1961     GOOD             NGS
 RC0415  HISTORY     - 1971     MARK NOT FOUND   ORDT
 RC0415  HISTORY     - 1987     MARK NOT FOUND   NGS
 RC0415
 RC0415                          STATION DESCRIPTION
 RC0415
 RC0415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RC0415'1.1 MI NE FROM MORO.
 RC0415'ABOUT 1.1 MILE NORTHEAST OF MORO, ABOUT 400 FEET NORTHWEST OF RAILROAD
 RC0415'MILE POST 26, ABOUT 350 FEET SOUTHWEST OF RAILROAD BRIDGE 25.84, ABOUT
 RC0415'250 FEET WEST OF THE TRACKS IN TOP OF THE EAST CONCRETE HEAD WALL OF A
 RC0415'CULVERT, 2 FEET NORTH OF THE SOUTH END, AND ABOUT 4 FEET LOWER THAN
 RC0415'THE HIGHWAY.
 RC0415
 RC0415                          STATION RECOVERY (1971)
 RC0415
 RC0415'RECOVERY NOTE BY OREGON DEPARTMENT OF TRANSPORTATION 1971
 RC0415'MARK NOT FOUND.
 RC0415
 RC0415                          STATION RECOVERY (1987)
 RC0415
 RC0415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RC0415'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0435 ***********************************************************************
 RB0435  DESIGNATION -  G 299
 RB0435  PID         -  RB0435
 RB0435  STATE/COUNTY-  OR/UMATILLA
 RB0435  USGS QUAD   -  THORN HOLLOW (1964)
 RB0435
 RB0435                         *CURRENT SURVEY CONTROL
 RB0435  ___________________________________________________________________
 RB0435* NAD 83(1986)-  45 41 00.     (N)    118 27 45.     (W)     SCALED    
 RB0435* NAVD 88     -       480.291  (meters)    1575.75   (feet)  ADJUSTED  
 RB0435  ___________________________________________________________________
 RB0435  GEOID HEIGHT-         -19.85  (meters)                     GEOID03
 RB0435  DYNAMIC HT  -         480.214 (meters)    1575.50  (feet)  COMP
 RB0435  MODELED GRAV-     980,441.9   (mgal)                       NAVD 88
 RB0435
 RB0435  VERT ORDER  -  FIRST     CLASS II
 RB0435
 RB0435.The horizontal coordinates were scaled from a topographic map and have
 RB0435.an estimated accuracy of +/- 6 seconds.
 RB0435
 RB0435.The orthometric height was determined by differential leveling
 RB0435.and adjusted in June 1991.
 RB0435
 RB0435.The geoid height was determined by GEOID03.
 RB0435
 RB0435.The dynamic height is computed by dividing the NAVD 88
 RB0435.geopotential number by the normal gravity value computed on the
 RB0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0435.degrees latitude (g = 980.6199 gals.).
 RB0435
 RB0435.The modeled gravity was interpolated from observed gravity values.
 RB0435
 RB0435;                    North         East    Units  Estimated Accuracy
 RB0435;SPC OR N     -   226,100.    2,658,700.      MT  (+/- 180 meters Scaled)
 RB0435
 RB0435                          SUPERSEDED SURVEY CONTROL
 RB0435
 RB0435  NGVD 29 (??/??/92)  479.256  (m)         1572.36   (f) ADJ UNCH    1 2
 RB0435
 RB0435.Superseded values are not recommended for survey control.
 RB0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0435.See file dsdata.txt to determine how the superseded data were derived.
 RB0435
 RB0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL861599(NAD 83)
 RB0435_MARKER: DD = SURVEY DISK
 RB0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0435_STAMPING: G 299 1573 1934
 RB0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0435+STABILITY: SURFACE MOTION
 RB0435
 RB0435  HISTORY     - Date     Condition        Report By
 RB0435  HISTORY     - 1934     MONUMENTED       ORGS
 RB0435  HISTORY     - 1951     GOOD             NGS
 RB0435  HISTORY     - 1964     POOR             NGS
 RB0435
 RB0435                          STATION DESCRIPTION
 RB0435
 RB0435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 RB0435'0.1 MI SW FROM IN THORN HOLLOW.
 RB0435'ABOUT 0.1 MILE SOUTHWEST OF THE SCHOOL HOUSE AT THORN HOLLOW, 86.9
 RB0435'FEET SOUTHWEST OF A LARGE WAREHOUSE, 86.9 FEET SOUTHWEST ACROSS THE
 RB0435'U.P. R.R. TRACK FROM THE SOUTHWEST CORNER OF A WAREHOUSE, 40.9 FEET
 RB0435'SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 4.9 FEET NORTH OF THE SOUTH
 RB0435'RAILROAD RIGHT OF WAY FENCE LINE, 3.1 FEET SOUTH OF THE WITNESS POST,
 RB0435'AND ABOUT 1 FOOT LOWER THAN THE TOP OF THE TRACK, AND SET IN TOP OF A
 RB0435'CONCRETE POST FLUSH WITH THE GROUND. NOTE-- PUSHED TO ONE SIDE WHEN
 RB0435'CLEARED BY BULLDOZER AND IS LEANINGAT ABOUT A 45 DEGREE ANGLE.
 RB0435
 RB0435                          STATION RECOVERY (1964)
 RB0435
 RB0435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 RB0435'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0851 ***********************************************************************
 QD0851  DESIGNATION -  G 30
 QD0851  PID         -  QD0851
 QD0851  STATE/COUNTY-  OR/DESCHUTES
 QD0851  USGS QUAD   -  REDMOND (1975)
 QD0851
 QD0851                         *CURRENT SURVEY CONTROL
 QD0851  ___________________________________________________________________
 QD0851* NAD 83(1986)-  44 16 24.     (N)    121 10 07.     (W)     SCALED    
 QD0851* NAVD 88     -       912.874  (meters)    2994.99   (feet)  ADJUSTED  
 QD0851  ___________________________________________________________________
 QD0851  GEOID HEIGHT-         -21.14  (meters)                     GEOID03
 QD0851  DYNAMIC HT  -         912.569 (meters)    2993.99  (feet)  COMP
 QD0851  MODELED GRAV-     980,254.1   (mgal)                       NAVD 88
 QD0851
 QD0851  VERT ORDER  -  FIRST     CLASS II
 QD0851
 QD0851.The horizontal coordinates were scaled from a topographic map and have
 QD0851.an estimated accuracy of +/- 6 seconds.
 QD0851
 QD0851.The orthometric height was determined by differential leveling
 QD0851.and adjusted in June 1991.
 QD0851
 QD0851.The geoid height was determined by GEOID03.
 QD0851
 QD0851.The dynamic height is computed by dividing the NAVD 88
 QD0851.geopotential number by the normal gravity value computed on the
 QD0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0851.degrees latitude (g = 980.6199 gals.).
 QD0851
 QD0851.The modeled gravity was interpolated from observed gravity values.
 QD0851
 QD0851;                    North         East    Units  Estimated Accuracy
 QD0851;SPC OR S     -   289,790.    1,446,620.      MT  (+/- 180 meters Scaled)
 QD0851
 QD0851                          SUPERSEDED SURVEY CONTROL
 QD0851
 QD0851  NGVD 29 (??/??/92)  911.767  (m)         2991.36   (f) ADJ UNCH    1 2
 QD0851
 QD0851.Superseded values are not recommended for survey control.
 QD0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0851.See file dsdata.txt to determine how the superseded data were derived.
 QD0851
 QD0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ461038(NAD 83)
 QD0851_MARKER: DB = BENCH MARK DISK
 QD0851_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QD0851_SP_SET: FOOTING
 QD0851_STAMPING: ELEV. 2991.415 FT. G 30 1921
 QD0851_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0851
 QD0851  HISTORY     - Date     Condition        Report By
 QD0851  HISTORY     - 1921     MONUMENTED       CGS
 QD0851  HISTORY     - 1934     GOOD             NGS
 QD0851  HISTORY     - 1959     MARK NOT FOUND   NGS
 QD0851  HISTORY     - 1987     MARK NOT FOUND   NGS
 QD0851  HISTORY     - 19880714 MARK NOT FOUND   NGS
 QD0851
 QD0851                          STATION DESCRIPTION
 QD0851
 QD0851'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QD0851'IN REDMOND.
 QD0851'AT REDMOND, DESCHUTES COUNTY, 200 FEET SOUTH OF THE OREGON TRUNK
 QD0851'RAILWAY STATION, AT MILEAGE 134.6, 79.4 FEET WEST OF THE
 QD0851'TRACKCENTERLINE, IN THE EAST FOOTING OF THE TWO NORTHERN FOOTINGS OF A
 QD0851'WATER TANK, ON THE NORTHEAST CORNER AND 8 INCHES ABOVE THE GROUND. A
 QD0851'STANDARD DISK STAMPED ELEV. 2991.415 FT. G 30 1921.
 QD0851
 QD0851                          STATION RECOVERY (1959)
 QD0851
 QD0851'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 QD0851'MARK NOT FOUND.
 QD0851
 QD0851                          STATION RECOVERY (1987)
 QD0851
 QD0851'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QD0851'THE OLD RAILROAD WATER TOWER AND FOUNDATION FOOTING WERE DESTROYED.
 QD0851
 QD0851                          STATION RECOVERY (1988)
 QD0851
 QD0851'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QD0851'THE TANK AND FOUNDATION HAVE BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0415 ***********************************************************************
 RB0415  DESIGNATION -  G 301
 RB0415  PID         -  RB0415
 RB0415  STATE/COUNTY-  OR/UMATILLA
 RB0415  USGS QUAD   -  MISSION (1974)
 RB0415
 RB0415                         *CURRENT SURVEY CONTROL
 RB0415  ___________________________________________________________________
 RB0415* NAD 83(1986)-  45 40 12.     (N)    118 42 02.     (W)     SCALED    
 RB0415* NAVD 88     -       363.782  (meters)    1193.51   (feet)  ADJUSTED  
 RB0415  ___________________________________________________________________
 RB0415  GEOID HEIGHT-         -20.62  (meters)                     GEOID03
 RB0415  DYNAMIC HT  -         363.744 (meters)    1193.38  (feet)  COMP
 RB0415  MODELED GRAV-     980,502.9   (mgal)                       NAVD 88
 RB0415
 RB0415  VERT ORDER  -  FIRST     CLASS II
 RB0415
 RB0415.The horizontal coordinates were scaled from a topographic map and have
 RB0415.an estimated accuracy of +/- 6 seconds.
 RB0415
 RB0415.The orthometric height was determined by differential leveling
 RB0415.and adjusted in June 1991.
 RB0415
 RB0415.The geoid height was determined by GEOID03.
 RB0415
 RB0415.The dynamic height is computed by dividing the NAVD 88
 RB0415.geopotential number by the normal gravity value computed on the
 RB0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0415.degrees latitude (g = 980.6199 gals.).
 RB0415
 RB0415.The modeled gravity was interpolated from observed gravity values.
 RB0415
 RB0415;                    North         East    Units  Estimated Accuracy
 RB0415;SPC OR N     -   224,180.    2,640,200.      MT  (+/- 180 meters Scaled)
 RB0415
 RB0415                          SUPERSEDED SURVEY CONTROL
 RB0415
 RB0415  NGVD 29 (??/??/92)  362.77   (m)         1190.2    (f) COMPUTED    1 2
 RB0415
 RB0415.Superseded values are not recommended for survey control.
 RB0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0415.See file dsdata.txt to determine how the superseded data were derived.
 RB0415
 RB0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL675587(NAD 83)
 RB0415_MARKER: B = BOLT
 RB0415_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RB0415_SP_SET: SEMAPHORE
 RB0415_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RB0415
 RB0415  HISTORY     - Date     Condition        Report By
 RB0415  HISTORY     - UNK      MONUMENTED       CGS
 RB0415  HISTORY     - 1951     MARK NOT FOUND   NGS
 RB0415
 RB0415                          STATION DESCRIPTION
 RB0415
 RB0415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 RB0415'0.8 MI W FROM MISSION.
 RB0415'ABOUT 0.8 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 RB0415'AT MISSION, UMATILLA COUNTY, NORTH OF A HIGHWAY GRAVEL PIT, NEAR THE
 RB0415'EAST END OF A LONG TANGENT, ABOUT 600 FEET EAST OF MILEPOST 220, AT
 RB0415'SEMAPHORE 2202, IN THE SOUTHWEST CORNER OF THE BASE, AND ABOUT 10 FEET
 RB0415'SOUTH OF THE CENTER LINE OF THE TRACK.  THE TOP OF THE SOUTHWEST
 RB0415'CORNER BOLT.  NOTE-- THIS MARK WAS IN THE SOUTHWEST CORNER OF THE
 RB0415'CONCRETE BASE OF SEMAPHORE 2202, THE TOP OF THE SOUTHWEST CORNER BOLT
 RB0415'SEMAPHORE WAS NOT FOUND THE SEMAPHORE HAS BEEN TAKEN OUT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0183 ***********************************************************************
 RB0183  DESIGNATION -  G 302
 RB0183  PID         -  RB0183
 RB0183  STATE/COUNTY-  OR/UMATILLA
 RB0183  USGS QUAD   -  MEACHAM LAKE (1995)
 RB0183
 RB0183                         *CURRENT SURVEY CONTROL
 RB0183  ___________________________________________________________________
 RB0183* NAD 83(1986)-  45 29 19.     (N)    118 24 37.     (W)     SCALED    
 RB0183* NAVD 88     -      1173.344  (meters)    3849.55   (feet)  ADJUSTED  
 RB0183  ___________________________________________________________________
 RB0183  GEOID HEIGHT-         -18.62  (meters)                     GEOID03
 RB0183  DYNAMIC HT  -        1173.043 (meters)    3848.56  (feet)  COMP
 RB0183  MODELED GRAV-     980,318.1   (mgal)                       NAVD 88
 RB0183
 RB0183  VERT ORDER  -  FIRST     CLASS II
 RB0183
 RB0183.The horizontal coordinates were scaled from a topographic map and have
 RB0183.an estimated accuracy of +/- 6 seconds.
 RB0183
 RB0183.The orthometric height was determined by differential leveling
 RB0183.and adjusted in June 1991.
 RB0183
 RB0183.The geoid height was determined by GEOID03.
 RB0183
 RB0183.The dynamic height is computed by dividing the NAVD 88
 RB0183.geopotential number by the normal gravity value computed on the
 RB0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0183.degrees latitude (g = 980.6199 gals.).
 RB0183
 RB0183.The modeled gravity was interpolated from observed gravity values.
 RB0183
 RB0183;                    North         East    Units  Estimated Accuracy
 RB0183;SPC OR N     -   204,570.    2,663,330.      MT  (+/- 180 meters Scaled)
 RB0183
 RB0183                          SUPERSEDED SURVEY CONTROL
 RB0183
 RB0183  NGVD 29 (??/??/92) 1172.235  (m)         3845.91   (f) ADJ UNCH    1 2
 RB0183
 RB0183.Superseded values are not recommended for survey control.
 RB0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0183.See file dsdata.txt to determine how the superseded data were derived.
 RB0183
 RB0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL897381(NAD 83)
 RB0183_MARKER: DD = SURVEY DISK
 RB0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0183_STAMPING: G 302 1934
 RB0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0183+STABILITY: SURFACE MOTION
 RB0183
 RB0183  HISTORY     - Date     Condition        Report By
 RB0183  HISTORY     - 1934     MONUMENTED       ORGS
 RB0183  HISTORY     - 1951     GOOD             NGS
 RB0183  HISTORY     - 1963     MARK NOT FOUND   NGS
 RB0183
 RB0183                          STATION DESCRIPTION
 RB0183
 RB0183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 RB0183'1.3 MI S FROM MEACHAM.
 RB0183'1.3 MILES SOUTH ALONG THE U.S. HIGHWAY 30 FROM THE STATION AT MEACHAM,
 RB0183'AT HIGHWAY MILEAGE (263.6), ABOUT 73 YARDS NORTHWEST OF AND ACROSS THE
 RB0183'HIGHWAY FROM A CATTLE GUARD, 51.5 FEET SOUTHWEST OF THE CENTER LINE OF
 RB0183'THE HIGHWAY, 31 FEET SOUTH OF A 30 INCH PINE TREE WITH A TRIANGLE
 RB0183'BLAZE, 18.8 FEET SOUTHWEST OF A FENCE, 1.8 FEET NORTH OF A WITNESS
 RB0183'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 RB0183'THE GROUND AND ABOUT 2 1/2 FEET LOWER THAN THE HIGHWAY. NOTE-- MARK
 RB0183'WAS NOT STAMPED 3846 AS STATED IN LITHO.  LIST OF MARCH 29, 1944.
 RB0183
 RB0183                          STATION RECOVERY (1963)
 RB0183
 RB0183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 RB0183'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0723 ***********************************************************************
 RD0723  DESIGNATION -  G 303
 RD0723  PID         -  RD0723
 RD0723  STATE/COUNTY-  OR/CLATSOP
 RD0723  USGS QUAD   -  SUNSET SPRING (1979)
 RD0723
 RD0723                         *CURRENT SURVEY CONTROL
 RD0723  ___________________________________________________________________
 RD0723* NAD 83(1986)-  45 48 30.     (N)    123 28 45.     (W)     SCALED    
 RD0723* NAVD 88     -       458.443  (meters)    1504.08   (feet)  ADJUSTED  
 RD0723  ___________________________________________________________________
 RD0723  GEOID HEIGHT-         -20.79  (meters)                     GEOID03
 RD0723  DYNAMIC HT  -         458.462 (meters)    1504.14  (feet)  COMP
 RD0723  MODELED GRAV-     980,641.7   (mgal)                       NAVD 88
 RD0723
 RD0723  VERT ORDER  -  SECOND    CLASS 0
 RD0723
 RD0723.The horizontal coordinates were scaled from a topographic map and have
 RD0723.an estimated accuracy of +/- 6 seconds.
 RD0723
 RD0723.The orthometric height was determined by differential leveling
 RD0723.and adjusted in June 1991.
 RD0723
 RD0723.The geoid height was determined by GEOID03.
 RD0723
 RD0723.The dynamic height is computed by dividing the NAVD 88
 RD0723.geopotential number by the normal gravity value computed on the
 RD0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0723.degrees latitude (g = 980.6199 gals.).
 RD0723
 RD0723.The modeled gravity was interpolated from observed gravity values.
 RD0723
 RD0723;                    North         East    Units  Estimated Accuracy
 RD0723;SPC OR N     -   242,260.    2,268,490.      MT  (+/- 180 meters Scaled)
 RD0723
 RD0723                          SUPERSEDED SURVEY CONTROL
 RD0723
 RD0723  NGVD 29 (??/??/92)  457.372  (m)         1500.56   (f) ADJ UNCH    2 0
 RD0723
 RD0723.Superseded values are not recommended for survey control.
 RD0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0723.See file dsdata.txt to determine how the superseded data were derived.
 RD0723
 RD0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR627728(NAD 83)
 RD0723_MARKER: DD = SURVEY DISK
 RD0723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0723_SP_SET: CONCRETE POST
 RD0723_STAMPING: G 303 1940
 RD0723_MARK LOGO: ORDT  
 RD0723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0723+STABILITY: SURFACE MOTION
 RD0723_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RD0723+SATELLITE: SATELLITE OBSERVATIONS - July 27, 1989
 RD0723
 RD0723  HISTORY     - Date     Condition        Report By
 RD0723  HISTORY     - 1940     MONUMENTED       ORDT
 RD0723  HISTORY     - 1942     GOOD             NGS
 RD0723  HISTORY     - 19890727 GOOD             ORDT
 RD0723
 RD0723                          STATION DESCRIPTION
 RD0723
 RD0723'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 RD0723'7.8 MI SE FROM ELSIE.
 RD0723'ALONG STATE HIGHWAY 2, 40 FEET EAST OF A CUT, 275 FEET WEST OF A
 RD0723'24-INCH PIPE CULVERT, 60 FEET NORTH OF THE CENTER LINE OF HIGHWAY, ON
 RD0723'SHORT TANGENT, NEAR THE EAST END OF A CURVE ACROSS SUMMIT.  WITNESS
 RD0723'POST SET.
 RD0723
 RD0723                          STATION RECOVERY (1989)
 RD0723
 RD0723'RECOVERY NOTE BY OREGON DEPARTMENT OF TRANSPORTATION 1989
 RD0723'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0871 ***********************************************************************
 QB0871  DESIGNATION -  G 304
 QB0871  PID         -  QB0871
 QB0871  STATE/COUNTY-  OR/BAKER
 QB0871  USGS QUAD   -  HAINES (1994)
 QB0871
 QB0871                         *CURRENT SURVEY CONTROL
 QB0871  ___________________________________________________________________
 QB0871* NAD 83(1986)-  44 57 02.     (N)    117 56 34.     (W)     SCALED    
 QB0871* NAVD 88     -      1016.983  (meters)    3336.55   (feet)  ADJUSTED  
 QB0871  ___________________________________________________________________
 QB0871  GEOID HEIGHT-         -17.16  (meters)                     GEOID03
 QB0871  DYNAMIC HT  -        1016.679 (meters)    3335.55  (feet)  COMP
 QB0871  MODELED GRAV-     980,283.0   (mgal)                       NAVD 88
 QB0871
 QB0871  VERT ORDER  -  FIRST     CLASS II
 QB0871
 QB0871.The horizontal coordinates were scaled from a topographic map and have
 QB0871.an estimated accuracy of +/- 6 seconds.
 QB0871
 QB0871.The orthometric height was determined by differential leveling
 QB0871.and adjusted in June 1991.
 QB0871
 QB0871.The geoid height was determined by GEOID03.
 QB0871
 QB0871.The dynamic height is computed by dividing the NAVD 88
 QB0871.geopotential number by the normal gravity value computed on the
 QB0871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0871.degrees latitude (g = 980.6199 gals.).
 QB0871
 QB0871.The modeled gravity was interpolated from observed gravity values.
 QB0871
 QB0871;                    North         East    Units  Estimated Accuracy
 QB0871;SPC OR N     -   145,860.    2,701,750.      MT  (+/- 180 meters Scaled)
 QB0871
 QB0871                          SUPERSEDED SURVEY CONTROL
 QB0871
 QB0871  NGVD 29 (??/??/92) 1015.865  (m)         3332.88   (f) ADJ UNCH    1 2
 QB0871
 QB0871.Superseded values are not recommended for survey control.
 QB0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0871.See file dsdata.txt to determine how the superseded data were derived.
 QB0871
 QB0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK256778(NAD 83)
 QB0871_MARKER: DD = SURVEY DISK
 QB0871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0871_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0871_STAMPING: 3333 G 304 1934
 QB0871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0871+STABILITY: SURFACE MOTION
 QB0871
 QB0871  HISTORY     - Date     Condition        Report By
 QB0871  HISTORY     - 1934     MONUMENTED       ORGS
 QB0871  HISTORY     - 1941     GOOD             NGS
 QB0871  HISTORY     - 19930701 MARK NOT FOUND   USGS
 QB0871
 QB0871                          STATION DESCRIPTION
 QB0871
 QB0871'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QB0871'2.7 MI N FROM HAINES.
 QB0871'ABOUT 2.7 MILES NORTH ALONG HTE OREGON TRAIL (U.S. 30) FROM HAINES,
 QB0871'BAKER COUNT, NEAR MILEAGE 323.65, ABOUT 18 FEET SOUTH OF A CONCRETE
 QB0871'SIPHON BOX, 36 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 2 FEET
 QB0871'EAST OF A FENCE, NEAR A WHITE WOODEN WITNESS POST, AND ABOUT 5 FEET
 QB0871'HIGHER THAN THE HIGHWAY.  A STATE SURVEY STANDARD DISK, STAMPED 3333 G
 QB0871'304 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QB0871
 QB0871                          STATION RECOVERY (1993)
 QB0871
 QB0871'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993 (AJ)
 QB0871'THE AREA DESCRIBED HAS BEEN DISTURBED BY ROAD AND UNDERGROUND CABLE
 QB0871'CONSTRUCTION, TABLET WAS NOT RECOVERED
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0888 ***********************************************************************
 QB0888  DESIGNATION -  G 305
 QB0888  PID         -  QB0888
 QB0888  STATE/COUNTY-  OR/BAKER
 QB0888  USGS QUAD   -  WINGVILLE (1993)
 QB0888
 QB0888                         *CURRENT SURVEY CONTROL
 QB0888  ___________________________________________________________________
 QB0888* NAD 83(1986)-  44 50 42.     (N)    117 53 08.     (W)     SCALED    
 QB0888* NAVD 88     -      1023.242  (meters)    3357.09   (feet)  ADJUSTED  
 QB0888  ___________________________________________________________________
 QB0888  GEOID HEIGHT-         -17.14  (meters)                     GEOID03
 QB0888  DYNAMIC HT  -        1022.913 (meters)    3356.01  (feet)  COMP
 QB0888  MODELED GRAV-     980,261.0   (mgal)                       NAVD 88
 QB0888
 QB0888  VERT ORDER  -  FIRST     CLASS II
 QB0888
 QB0888.The horizontal coordinates were scaled from a topographic map and have
 QB0888.an estimated accuracy of +/- 6 seconds.
 QB0888
 QB0888.The orthometric height was determined by differential leveling
 QB0888.and adjusted in June 1991.
 QB0888
 QB0888.The geoid height was determined by GEOID03.
 QB0888
 QB0888.The dynamic height is computed by dividing the NAVD 88
 QB0888.geopotential number by the normal gravity value computed on the
 QB0888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0888.degrees latitude (g = 980.6199 gals.).
 QB0888
 QB0888.The modeled gravity was interpolated from observed gravity values.
 QB0888
 QB0888;                    North         East    Units  Estimated Accuracy
 QB0888;SPC OR N     -   134,280.    2,706,640.      MT  (+/- 180 meters Scaled)
 QB0888
 QB0888                          SUPERSEDED SURVEY CONTROL
 QB0888
 QB0888  NGVD 29 (??/??/92) 1022.105  (m)         3353.36   (f) ADJ UNCH    1 2
 QB0888
 QB0888.Superseded values are not recommended for survey control.
 QB0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0888.See file dsdata.txt to determine how the superseded data were derived.
 QB0888
 QB0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK300661(NAD 83)
 QB0888_MARKER: DD = SURVEY DISK
 QB0888_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QB0888_SP_SET: CULVERT
 QB0888_STAMPING: 3354 G 305 1934
 QB0888_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB0888
 QB0888  HISTORY     - Date     Condition        Report By
 QB0888  HISTORY     - 1934     MONUMENTED       ORGS
 QB0888  HISTORY     - 1941     GOOD             NGS
 QB0888  HISTORY     - 1967     GOOD             USGS
 QB0888
 QB0888                          STATION DESCRIPTION
 QB0888
 QB0888'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QB0888'5.7 MI N FROM BAKER.
 QB0888'ABOUT 5.7 MILES NORTH ALONG THE OREGON TRAIL (U.S. 30) FROM BAKER,
 QB0888'BAKER COUNTY, AT A CULVERT, AND IN THE TOP OF THE SOUTH END OF THE
 QB0888'EAST HEAD WALL.  A STATE SURVEY STANDARD DISK, STAMPED 3354 G 305
 QB0888'1934.
 QB0888
 QB0888                          STATION RECOVERY (1967)
 QB0888
 QB0888'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 QB0888'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0514 ***********************************************************************
 RB0514  DESIGNATION -  G 306
 RB0514  PID         -  RB0514
 RB0514  STATE/COUNTY-  OR/UMATILLA
 RB0514  USGS QUAD   -  PENDLETON (1976)
 RB0514
 RB0514                         *CURRENT SURVEY CONTROL
 RB0514  ___________________________________________________________________
 RB0514* NAD 83(1986)-  45 41 06.     (N)    118 50 21.     (W)     SCALED    
 RB0514* NAVD 88     -       428.573  (meters)    1406.08   (feet)  ADJUSTED  
 RB0514  ___________________________________________________________________
 RB0514  GEOID HEIGHT-         -20.92  (meters)                     GEOID03
 RB0514  DYNAMIC HT  -         428.531 (meters)    1405.94  (feet)  COMP
 RB0514  MODELED GRAV-     980,506.1   (mgal)                       NAVD 88
 RB0514
 RB0514  VERT ORDER  -  FIRST     CLASS II
 RB0514
 RB0514.The horizontal coordinates were scaled from a topographic map and have
 RB0514.an estimated accuracy of +/- 6 seconds.
 RB0514
 RB0514.The orthometric height was determined by differential leveling
 RB0514.and adjusted in June 1991.
 RB0514
 RB0514.The geoid height was determined by GEOID03.
 RB0514
 RB0514.The dynamic height is computed by dividing the NAVD 88
 RB0514.geopotential number by the normal gravity value computed on the
 RB0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0514.degrees latitude (g = 980.6199 gals.).
 RB0514
 RB0514.The modeled gravity was interpolated from observed gravity values.
 RB0514
 RB0514;                    North         East    Units  Estimated Accuracy
 RB0514;SPC OR N     -   225,610.    2,629,360.      MT  (+/- 180 meters Scaled)
 RB0514
 RB0514                          SUPERSEDED SURVEY CONTROL
 RB0514
 RB0514  NGVD 29 (??/??/92)  427.564  (m)         1402.77   (f) ADJ UNCH    1 2
 RB0514
 RB0514.Superseded values are not recommended for survey control.
 RB0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0514.See file dsdata.txt to determine how the superseded data were derived.
 RB0514
 RB0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL567606(NAD 83)
 RB0514_MARKER: DD = SURVEY DISK
 RB0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0514_STAMPING: G 306 1941
 RB0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0514+STABILITY: SURFACE MOTION
 RB0514_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RB0514+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2006
 RB0514
 RB0514  HISTORY     - Date     Condition        Report By
 RB0514  HISTORY     - 1941     MONUMENTED       ORDT
 RB0514  HISTORY     - 1943     GOOD             NGS
 RB0514  HISTORY     - 1969     GOOD             NGS
 RB0514  HISTORY     - 20060812 GOOD             GEOCAC
 RB0514
 RB0514                          STATION DESCRIPTION
 RB0514
 RB0514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 RB0514'3.9 MI NW FROM PENDLETON.
 RB0514'ALONG THE PENDLETON AIRPORT HIGHWAY, 3.9 MILES NORTHWEST OF THE UNION
 RB0514'PACIFIC STATION, AT PENDLETON, SET ON THE TOP OF A RIDGE CUT THRU BY
 RB0514'THE HIGHWAY, 63 FEET NORTHWEST OF THE CENTER OF THE HIGHWAY, ABOUT 10
 RB0514'FEET HIGHER THAN THE HIGHWAY, 1 FOOT EAST OF A REFERENCE POST,
 RB0514'PROJECTING ABOUT 3 INCHES ABOVE THE GROUND.  NOTE-- EAST SIDE OF
 RB0514'CONCRETE POST PARTIALLY EXPOSED BY GROUND LEVELING WORK.
 RB0514
 RB0514                          STATION RECOVERY (1969)
 RB0514
 RB0514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 RB0514'RECOVERED IN GOOD CONDITION.
 RB0514
 RB0514                          STATION RECOVERY (2006)
 RB0514
 RB0514'RECOVERY NOTE BY GEOCACHING 2006 (GOP)
 RB0514'HANDHELD GPS N45 41.117  W118 50.365
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC0487 ***********************************************************************
 SC0487  DESIGNATION -  G 31
 SC0487  PID         -  SC0487
 SC0487  STATE/COUNTY-  OR/CLATSOP
 SC0487  USGS QUAD   -  ASTORIA (1984)
 SC0487
 SC0487                         *CURRENT SURVEY CONTROL
 SC0487  ___________________________________________________________________
 SC0487* NAD 83(1986)-  46 10 51.     (N)    123 49 28.     (W)     SCALED    
 SC0487* NAVD 88     -        87.824  (meters)     288.14   (feet)  ADJUSTED  
 SC0487  ___________________________________________________________________
 SC0487  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 SC0487  DYNAMIC HT  -          87.833 (meters)     288.17  (feet)  COMP
 SC0487  MODELED GRAV-     980,716.4   (mgal)                       NAVD 88
 SC0487
 SC0487  VERT ORDER  -  SECOND    CLASS 0
 SC0487
 SC0487.The horizontal coordinates were scaled from a topographic map and have
 SC0487.an estimated accuracy of +/- 6 seconds.
 SC0487
 SC0487.The orthometric height was determined by differential leveling
 SC0487.and adjusted in June 1991.
 SC0487
 SC0487.The geoid height was determined by GEOID03.
 SC0487
 SC0487.The dynamic height is computed by dividing the NAVD 88
 SC0487.geopotential number by the normal gravity value computed on the
 SC0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0487.degrees latitude (g = 980.6199 gals.).
 SC0487
 SC0487.The modeled gravity was interpolated from observed gravity values.
 SC0487
 SC0487;                    North         East    Units  Estimated Accuracy
 SC0487;SPC OR N     -   284,680.    2,243,380.      MT  (+/- 180 meters Scaled)
 SC0487
 SC0487                          SUPERSEDED SURVEY CONTROL
 SC0487
 SC0487  NGVD 29 (??/??/??)   86.66   (m)          284.3    (f) RESET       3  
 SC0487
 SC0487.Superseded values are not recommended for survey control.
 SC0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0487.See file dsdata.txt to determine how the superseded data were derived.
 SC0487
 SC0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS363144(NAD 83)
 SC0487_MARKER: DB = BENCH MARK DISK
 SC0487_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SC0487_SP_SET: BUILDING
 SC0487_STAMPING: G 31 1920
 SC0487_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SC0487
 SC0487  HISTORY     - Date     Condition        Report By
 SC0487  HISTORY     - 1920     MONUMENTED       CGS
 SC0487  HISTORY     - 1935     GOOD             NGS
 SC0487  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 SC0487  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 SC0487  HISTORY     - 20010218 MARK NOT FOUND   USPSQD
 SC0487
 SC0487                          STATION DESCRIPTION
 SC0487
 SC0487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 SC0487'IN ASTORIA.
 SC0487'AT ASTORIA, CLATSOP COUNTY, ON COXCOMB HILL, AT THE RESERVOIR IN THE
 SC0487'CITY PARK, AT THE NORTH ENTRANCE TO THE WATERWORKS BUILDING, AND IN
 SC0487'THE TOP OF THE WEST BUTTRESS.  A STANDARD DISK, STAMPED G 31 1920.
 SC0487
 SC0487                          STATION RECOVERY (1984)
 SC0487
 SC0487'RECOVERY NOTE BY US POWER SQUADRON 1984
 SC0487'MARK NOT FOUND.
 SC0487
 SC0487                          STATION RECOVERY (1989)
 SC0487
 SC0487'RECOVERY NOTE BY US POWER SQUADRON 1989 (RCC)
 SC0487'MARK NOT FOUND.
 SC0487
 SC0487                          STATION RECOVERY (2001)
 SC0487
 SC0487'RECOVERY NOTE BY US POWER SQUADRON 2001 (RCC)
 SC0487'SUSPECTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0547 ***********************************************************************
 QB0547  DESIGNATION -  G 310
 QB0547  PID         -  QB0547
 QB0547  STATE/COUNTY-  OR/BAKER
 QB0547  USGS QUAD   -  LIME (1988)
 QB0547
 QB0547                         *CURRENT SURVEY CONTROL
 QB0547  ___________________________________________________________________
 QB0547* NAD 83(1986)-  44 28 46.     (N)    117 20 43.     (W)     SCALED    
 QB0547* NAVD 88     -       718.503  (meters)    2357.29   (feet)  ADJUSTED  
 QB0547  ___________________________________________________________________
 QB0547  GEOID HEIGHT-         -16.93  (meters)                     GEOID03
 QB0547  DYNAMIC HT  -         718.293 (meters)    2356.60  (feet)  COMP
 QB0547  MODELED GRAV-     980,302.7   (mgal)                       NAVD 88
 QB0547
 QB0547  VERT ORDER  -  FIRST     CLASS II
 QB0547
 QB0547.The horizontal coordinates were scaled from a topographic map and have
 QB0547.an estimated accuracy of +/- 6 seconds.
 QB0547
 QB0547.The orthometric height was determined by differential leveling
 QB0547.and adjusted in June 1991.
 QB0547
 QB0547.The geoid height was determined by GEOID03.
 QB0547
 QB0547.The dynamic height is computed by dividing the NAVD 88
 QB0547.geopotential number by the normal gravity value computed on the
 QB0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0547.degrees latitude (g = 980.6199 gals.).
 QB0547
 QB0547.The modeled gravity was interpolated from observed gravity values.
 QB0547
 QB0547;                    North         East    Units  Estimated Accuracy
 QB0547;SPC OR N     -    95,220.    2,750,910.      MT  (+/- 180 meters Scaled)
 QB0547
 QB0547                          SUPERSEDED SURVEY CONTROL
 QB0547
 QB0547  NGVD 29 (??/??/92)  717.466  (m)         2353.89   (f) ADJ UNCH    1 2
 QB0547
 QB0547.Superseded values are not recommended for survey control.
 QB0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0547.See file dsdata.txt to determine how the superseded data were derived.
 QB0547
 QB0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK725251(NAD 83)
 QB0547_MARKER: DD = SURVEY DISK
 QB0547_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QB0547_SP_SET: GUARD RAIL
 QB0547_STAMPING: G 310 1941
 QB0547_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB0547
 QB0547  HISTORY     - Date     Condition        Report By
 QB0547  HISTORY     - 1941     MONUMENTED       ORDT
 QB0547
 QB0547                          STATION DESCRIPTION
 QB0547
 QB0547'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1941
 QB0547'0.75 MI E FROM DIXIE.
 QB0547'ABOUT 3/4 MILE EAST ALONG THE OREGON TRAIL (U.S. 30) FROM DIXIE, BAKER
 QB0547'COUNTY, AT MILEAGE 372.1, AT A BRIDGE, ABOUT 35 FEET NORTH OF THE
 QB0547'SOUTHEAST CORNER, AND IN THE TOP OF THE BASE OF THE GUARD RAIL. AN
 QB0547'OREGON STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED G 310 1941.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0687 ***********************************************************************
 QB0687  DESIGNATION -  G 311 RESET
 QB0687  PID         -  QB0687
 QB0687  STATE/COUNTY-  OR/MALHEUR
 QB0687  USGS QUAD   -  WEISER SOUTH (1951)
 QB0687
 QB0687                         *CURRENT SURVEY CONTROL
 QB0687  ___________________________________________________________________
 QB0687* NAD 83(1986)-  44 12 58.     (N)    116 59 12.     (W)     SCALED    
 QB0687* NAVD 88     -       659.598  (meters)    2164.03   (feet)  ADJUSTED  
 QB0687  ___________________________________________________________________
 QB0687  GEOID HEIGHT-         -17.31  (meters)                     GEOID03
 QB0687  DYNAMIC HT  -         659.421 (meters)    2163.45  (feet)  COMP
 QB0687  MODELED GRAV-     980,328.5   (mgal)                       NAVD 88
 QB0687
 QB0687  VERT ORDER  -  FIRST     CLASS II
 QB0687
 QB0687.The horizontal coordinates were scaled from a topographic map and have
 QB0687.an estimated accuracy of +/- 6 seconds.
 QB0687
 QB0687.The orthometric height was determined by differential leveling
 QB0687.and adjusted in June 1991.
 QB0687
 QB0687.The geoid height was determined by GEOID03.
 QB0687
 QB0687.The dynamic height is computed by dividing the NAVD 88
 QB0687.geopotential number by the normal gravity value computed on the
 QB0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0687.degrees latitude (g = 980.6199 gals.).
 QB0687
 QB0687.The modeled gravity was interpolated from observed gravity values.
 QB0687
 QB0687;                    North         East    Units  Estimated Accuracy
 QB0687;SPC OR S     -   289,110.    1,780,700.      MT  (+/- 180 meters Scaled)
 QB0687
 QB0687                          SUPERSEDED SURVEY CONTROL
 QB0687
 QB0687  NGVD 29 (??/??/92)  658.627  (m)         2160.85   (f) ADJ UNCH    1 2
 QB0687
 QB0687.Superseded values are not recommended for survey control.
 QB0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0687.See file dsdata.txt to determine how the superseded data were derived.
 QB0687
 QB0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ010958(NAD 83)
 QB0687_MARKER: DD = SURVEY DISK
 QB0687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0687_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0687_STAMPING: G 311 RESET 1941
 QB0687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0687+STABILITY: SURFACE MOTION
 QB0687
 QB0687  HISTORY     - Date     Condition        Report By
 QB0687  HISTORY     - 1941     MONUMENTED       ORDT
 QB0687  HISTORY     - 1946     GOOD             NGS
 QB0687
 QB0687                          STATION DESCRIPTION
 QB0687
 QB0687'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 QB0687'IN WEISER JUNCTION.
 QB0687'AT WEISER JUNCTION, MALHEUR COUNTY, AT THE JUNCTION OF THE OREGON
 QB0687'TRAIL (U.S. 30) AND U.S. HIGHWAY 30 N, 33 FEET SOUTH OF THE CENTER
 QB0687'LINE OF U.S. HIGHWAY 30, 30 FEET WEST OF THE CENTER LINE OF U.S.
 QB0687'HIGHWAY 30 N, 24 FEET EAST OF A FENCE CORNER, AND NEAR A WHITE WOODEN
 QB0687'WITNESS POST.  A STATE SURVEY STANDARD DISK, STAMPED G 311 RESET 1941
 QB0687'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0362 ***********************************************************************
 QB0362  DESIGNATION -  G 312
 QB0362  PID         -  QB0362
 QB0362  STATE/COUNTY-  OR/MALHEUR
 QB0362  USGS QUAD   -  PAYETTE (1974)
 QB0362
 QB0362                         *CURRENT SURVEY CONTROL
 QB0362  ___________________________________________________________________
 QB0362* NAD 83(1986)-  44 06 19.     (N)    116 57 36.     (W)     SCALED    
 QB0362* NAVD 88     -       651.646  (meters)    2137.94   (feet)  ADJUSTED  
 QB0362  ___________________________________________________________________
 QB0362  GEOID HEIGHT-         -17.59  (meters)                     GEOID03
 QB0362  DYNAMIC HT  -         651.454 (meters)    2137.31  (feet)  COMP
 QB0362  MODELED GRAV-     980,303.9   (mgal)                       NAVD 88
 QB0362
 QB0362  VERT ORDER  -  SECOND    CLASS 0
 QB0362
 QB0362.The horizontal coordinates were scaled from a topographic map and have
 QB0362.an estimated accuracy of +/- 6 seconds.
 QB0362
 QB0362.The orthometric height was determined by differential leveling
 QB0362.and adjusted in June 1991.
 QB0362
 QB0362.The geoid height was determined by GEOID03.
 QB0362
 QB0362.The dynamic height is computed by dividing the NAVD 88
 QB0362.geopotential number by the normal gravity value computed on the
 QB0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0362.degrees latitude (g = 980.6199 gals.).
 QB0362
 QB0362.The modeled gravity was interpolated from observed gravity values.
 QB0362
 QB0362;                    North         East    Units  Estimated Accuracy
 QB0362;SPC OR S     -   276,890.    1,783,350.      MT  (+/- 180 meters Scaled)
 QB0362
 QB0362                          SUPERSEDED SURVEY CONTROL
 QB0362
 QB0362  NGVD 29 (??/??/92)  650.670  (m)         2134.74   (f) ADJ UNCH    2 0
 QB0362
 QB0362.Superseded values are not recommended for survey control.
 QB0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0362.See file dsdata.txt to determine how the superseded data were derived.
 QB0362
 QB0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ032835(NAD 83)
 QB0362_MARKER: Q = CHISELED SQUARE
 QB0362_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QB0362_SP_SET: SYPHON BOX
 QB0362_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB0362
 QB0362  HISTORY     - Date     Condition        Report By
 QB0362  HISTORY     - UNK      MONUMENTED       CGS
 QB0362  HISTORY     - 1946     GOOD             NGS
 QB0362
 QB0362                          STATION DESCRIPTION
 QB0362
 QB0362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 QB0362'6.25 MI N FROM ONTARIO.
 QB0362'ALONG U.S. HIGHWAY NO.30, 6.25 MILES NORTH OF THE ONTARIO UNDERPASS AT
 QB0362'ONTARIO, 1.1 MILE SOUTHWEST OF PAYETTE JUNCTION, 29.3 FEET SOUTHEAST
 QB0362'OF CENTER OF THE HIGHWAY, 12.2 FEET NORTH OF A FENCE CORNER POST WHICH
 QB0362'IS IN THE SOUTHEAST RIGHT-OF-WAY FENCE, AN OUTLINED CHISELED SQUARE
 QB0362'CUT IN CENTER AND TOP OF THE NORTHWEST WALL OF AND 0.7 FOOT NORTHEAST
 QB0362'OF THE SOUTHWEST EDGE OF A CONCRETE IRRIGATION SYPHON BOX, ABOUT 1
 QB0362'FOOT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0026 ***********************************************************************
 PA0026  DESIGNATION -  G 313
 PA0026  PID         -  PA0026
 PA0026  STATE/COUNTY-  OR/HARNEY
 PA0026  USGS QUAD   -  DREWSEY (1990)
 PA0026
 PA0026                         *CURRENT SURVEY CONTROL
 PA0026  ___________________________________________________________________
 PA0026* NAD 83(1986)-  43 46 26.     (N)    118 22 43.     (W)     SCALED    
 PA0026* NAVD 88     -      1151.509  (meters)    3777.91   (feet)  ADJUSTED  
 PA0026  ___________________________________________________________________
 PA0026  GEOID HEIGHT-         -18.40  (meters)                     GEOID03
 PA0026  DYNAMIC HT  -        1151.012 (meters)    3776.28  (feet)  COMP
 PA0026  MODELED GRAV-     980,147.7   (mgal)                       NAVD 88
 PA0026
 PA0026  VERT ORDER  -  FIRST     CLASS II
 PA0026
 PA0026.The horizontal coordinates were scaled from a topographic map and have
 PA0026.an estimated accuracy of +/- 6 seconds.
 PA0026
 PA0026.The orthometric height was determined by differential leveling
 PA0026.and adjusted in June 1991.
 PA0026
 PA0026.The geoid height was determined by GEOID03.
 PA0026
 PA0026.The dynamic height is computed by dividing the NAVD 88
 PA0026.geopotential number by the normal gravity value computed on the
 PA0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0026.degrees latitude (g = 980.6199 gals.).
 PA0026
 PA0026.The modeled gravity was interpolated from observed gravity values.
 PA0026
 PA0026;                    North         East    Units  Estimated Accuracy
 PA0026;SPC OR S     -   236,240.    1,670,770.      MT  (+/- 180 meters Scaled)
 PA0026
 PA0026                          SUPERSEDED SURVEY CONTROL
 PA0026
 PA0026  NGVD 29 (??/??/92) 1150.385  (m)         3774.22   (f) ADJ UNCH    1 2
 PA0026
 PA0026.Superseded values are not recommended for survey control.
 PA0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0026.See file dsdata.txt to determine how the superseded data were derived.
 PA0026
 PA0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ890476(NAD 83)
 PA0026_MARKER: DD = SURVEY DISK
 PA0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PA0026_STAMPING: G 313 1934 PT 42.97 161+48.9 AH 161+46.5 BK
 PA0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0026+STABILITY: SURFACE MOTION
 PA0026
 PA0026  HISTORY     - Date     Condition        Report By
 PA0026  HISTORY     - 1934     MONUMENTED       ORDT
 PA0026  HISTORY     - 1943     GOOD             NGS
 PA0026  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 PA0026  HISTORY     - 19870801 MARK NOT FOUND   USGS
 PA0026
 PA0026                          STATION DESCRIPTION
 PA0026
 PA0026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PA0026'17.6 MI W FROM JUNTURA.
 PA0026'ABOUT 17.6 MILES WEST ALONG U.S. HIGHWAY 20 FROM THE STATION AT
 PA0026'JUNTURA, MALHEUR COUNTY, 114 FEET EAST OF THE EAST END OF A 15 FOOT
 PA0026'CUT, 36 FEET EAST OF A 16 INCH CORRUGATED PIPE CULVERT, 34 FEET
 PA0026'SOUTHEAST OF THE CENTER OF THE HIGHWAY, 1.8 FEET SOUTHWEST OF A
 PA0026'REFERENCE POST.
 PA0026
 PA0026                          STATION RECOVERY (1987)
 PA0026
 PA0026'RECOVERY NOTE BY US POWER SQUADRON 1987 (DMP)
 PA0026'MARK NOT FOUND.
 PA0026
 PA0026                          STATION RECOVERY (1987)
 PA0026
 PA0026'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (DMP)
 PA0026'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0429 ***********************************************************************
 PA0429  DESIGNATION -  G 314
 PA0429  PID         -  PA0429
 PA0429  STATE/COUNTY-  OR/HARNEY
 PA0429  USGS QUAD   -  BURNS (1960)
 PA0429
 PA0429                         *CURRENT SURVEY CONTROL
 PA0429  ___________________________________________________________________
 PA0429* NAD 83(1986)-  43 30 42.     (N)    119 01 11.     (W)     SCALED    
 PA0429* NAVD 88     -      1259.486  (meters)    4132.16   (feet)  ADJUSTED  
 PA0429  ___________________________________________________________________
 PA0429  GEOID HEIGHT-         -19.22  (meters)                     GEOID03
 PA0429  DYNAMIC HT  -        1258.866 (meters)    4130.13  (feet)  COMP
 PA0429  MODELED GRAV-     980,083.6   (mgal)                       NAVD 88
 PA0429
 PA0429  VERT ORDER  -  SECOND    CLASS 0
 PA0429
 PA0429.The horizontal coordinates were scaled from a topographic map and have
 PA0429.an estimated accuracy of +/- 6 seconds.
 PA0429
 PA0429.The orthometric height was determined by differential leveling
 PA0429.and adjusted in June 1991.
 PA0429
 PA0429.The geoid height was determined by GEOID03.
 PA0429
 PA0429.The dynamic height is computed by dividing the NAVD 88
 PA0429.geopotential number by the normal gravity value computed on the
 PA0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0429.degrees latitude (g = 980.6199 gals.).
 PA0429
 PA0429.The modeled gravity was interpolated from observed gravity values.
 PA0429
 PA0429;                    North         East    Units  Estimated Accuracy
 PA0429;SPC OR S     -   206,010.    1,619,680.      MT  (+/- 180 meters Scaled)
 PA0429
 PA0429                          SUPERSEDED SURVEY CONTROL
 PA0429
 PA0429  NGVD 29 (??/??/92) 1258.289  (m)         4128.24   (f) ADJ UNCH    2 0
 PA0429
 PA0429.Superseded values are not recommended for survey control.
 PA0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0429.See file dsdata.txt to determine how the superseded data were derived.
 PA0429
 PA0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ367196(NAD 83)
 PA0429_MARKER: DB = BENCH MARK DISK
 PA0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0429_SP_SET: CONCRETE POST
 PA0429_STAMPING: 4128 G 314 1934
 PA0429_MARK LOGO: ORGS  
 PA0429_MAGNETIC: N = NO MAGNETIC MATERIAL
 PA0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0429+STABILITY: SURFACE MOTION
 PA0429_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PA0429+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2007
 PA0429
 PA0429  HISTORY     - Date     Condition        Report By
 PA0429  HISTORY     - 1934     MONUMENTED       CGS
 PA0429  HISTORY     - 19911107 GOOD             NGS
 PA0429  HISTORY     - 20070725 GOOD             NGS
 PA0429
 PA0429                          STATION DESCRIPTION
 PA0429
 PA0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PA0429'7.1 MI S FROM BURNS.
 PA0429'7.1 MILES SOUTH OF VOEGTLY BLDG. AT BURNS ON FRENCHGLEN HIGHWAY.  AT
 PA0429'ROAD JUNCTION, 15 FEET EAST OF NORTH-SOUTH FENCE, 45 FEET EAST OF
 PA0429'HIGHWAY, 1 FOOT NORTH OF EAST-WEST FENCE.
 PA0429
 PA0429                          STATION RECOVERY (1991)
 PA0429
 PA0429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 (LLR)
 PA0429'THE MARK IS LOCATED 5.1 MILES SOUTH ALONG HIGHWAY 205 FROM ITS
 PA0429'INTERSECTION WITH HIGHWAY 78. THE MARK IS 15.0 M (49.2 FT) ENE OF THE
 PA0429'CENTERLINE T JUNCTION  OF HIGHWAY 205 AND A ROAD LEADING WEST, 8.4 M
 PA0429'(27.6 FT) SE OF THE SW ONE OF THREE POWER POLES. 4.6 METERS EAST OF A
 PA0429'FENCE CORNER. 0.3 M (1.0 FT) NORTH OF A FENCE AND 0.3 METER WEST OF A
 PA0429'WITNESS POST
 PA0429
 PA0429                          STATION RECOVERY (2007)
 PA0429
 PA0429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2007 (DW)
 PA0429'MONUMENT IS CRACKED, BUT DISK APPEARS SOLID.  ROAD IS GREEN HOVE LAND.
 PA0429'WITNESS POST ABSENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0166 ***********************************************************************
 PA0166  DESIGNATION -  G 315
 PA0166  PID         -  PA0166
 PA0166  STATE/COUNTY-  OR/HARNEY
 PA0166  USGS QUAD   -  JACKASS BUTTE (1967)
 PA0166
 PA0166                         *CURRENT SURVEY CONTROL
 PA0166  ___________________________________________________________________
 PA0166* NAD 83(1986)-  43 05 06.     (N)    118 52 51.     (W)     SCALED    
 PA0166* NAVD 88     -      1263.631  (meters)    4145.76   (feet)  ADJUSTED  
 PA0166  ___________________________________________________________________
 PA0166  GEOID HEIGHT-         -19.21  (meters)                     GEOID03
 PA0166  DYNAMIC HT  -        1262.951 (meters)    4143.53  (feet)  COMP
 PA0166  MODELED GRAV-     980,039.0   (mgal)                       NAVD 88
 PA0166
 PA0166  VERT ORDER  -  SECOND    CLASS 0
 PA0166
 PA0166.The horizontal coordinates were scaled from a topographic map and have
 PA0166.an estimated accuracy of +/- 6 seconds.
 PA0166
 PA0166.The orthometric height was determined by differential leveling
 PA0166.and adjusted in June 1991.
 PA0166
 PA0166.The geoid height was determined by GEOID03.
 PA0166
 PA0166.The dynamic height is computed by dividing the NAVD 88
 PA0166.geopotential number by the normal gravity value computed on the
 PA0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0166.degrees latitude (g = 980.6199 gals.).
 PA0166
 PA0166.The modeled gravity was interpolated from observed gravity values.
 PA0166
 PA0166;                    North         East    Units  Estimated Accuracy
 PA0166;SPC OR S     -   158,830.    1,631,820.      MT  (+/- 180 meters Scaled)
 PA0166
 PA0166                          SUPERSEDED SURVEY CONTROL
 PA0166
 PA0166  NGVD 29 (??/??/92) 1262.455  (m)         4141.90   (f) ADJ UNCH    2 0
 PA0166
 PA0166.Superseded values are not recommended for survey control.
 PA0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0166.See file dsdata.txt to determine how the superseded data were derived.
 PA0166
 PA0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH469719(NAD 83)
 PA0166_MARKER: DB = BENCH MARK DISK
 PA0166_SETTING: 66 = SET IN ROCK OUTCROP
 PA0166_SP_SET: SANDSTONE ROCK
 PA0166_STAMPING: 4142 G 315 1934
 PA0166_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PA0166+STABILITY: POSITION/ELEVATION WELL
 PA0166
 PA0166  HISTORY     - Date     Condition        Report By
 PA0166  HISTORY     - 1934     MONUMENTED       CGS
 PA0166
 PA0166                          STATION DESCRIPTION
 PA0166
 PA0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PA0166'15.2 MI S FROM NARROWS.
 PA0166'ABOUT 15.2 MILES SOUTH ALONG THE FRENCHGLEN HIGHWAY FROM NARROWS,
 PA0166'HARNEY COUNTY, 0.75 MILE SOUTH OF J. CROW HOMESTEAD, SOUTH END OF
 PA0166'TANGENT OF ROAD, EAST END OF RIMROCK POINT, 210 FEET SOUTHWEST OF
 PA0166'BUENA VISTA CANAL, 45 FEET SOUTHWEST OF CENTER LINE OF ROAD, IN A
 PA0166'LARGE FLAT SANDSTONE ROCK.  A STANDARD DISK, STAMPED 4142 G 315 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC0599 ***********************************************************************
 SC0599  DESIGNATION -  G 317
 SC0599  PID         -  SC0599
 SC0599  STATE/COUNTY-  OR/CLATSOP
 SC0599  USGS QUAD   -  WARRENTON (1996)
 SC0599
 SC0599                         *CURRENT SURVEY CONTROL
 SC0599  ___________________________________________________________________
 SC0599* NAD 83(1986)-  46 07 29.     (N)    123 55 39.     (W)     SCALED    
 SC0599* NAVD 88     -        11.52   (+/-2cm)      37.8    (feet)  VERTCON   
 SC0599  ___________________________________________________________________
 SC0599  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 SC0599  VERT ORDER  -  THIRD (See Below)
 SC0599
 SC0599.The horizontal coordinates were scaled from a topographic map and have
 SC0599.an estimated accuracy of +/- 6 seconds.
 SC0599
 SC0599.The NAVD 88 height was computed by applying the VERTCON shift value to
 SC0599.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SC0599.The vertical order pertains to the NGVD 29 superseded value.
 SC0599
 SC0599.The geoid height was determined by GEOID03.
 SC0599
 SC0599;                    North         East    Units  Estimated Accuracy
 SC0599;SPC OR N     -   278,780.    2,235,160.      MT  (+/- 180 meters Scaled)
 SC0599
 SC0599                          SUPERSEDED SURVEY CONTROL
 SC0599
 SC0599  NGVD 29 (??/??/??)   10.41   (m)           34.2    (f) RESET       3  
 SC0599
 SC0599.Superseded values are not recommended for survey control.
 SC0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0599.See file dsdata.txt to determine how the superseded data were derived.
 SC0599
 SC0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS283083(NAD 83)
 SC0599_MARKER: DD = SURVEY DISK
 SC0599_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SC0599_SP_SET: STEP
 SC0599_STAMPING: G 317 1942
 SC0599_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC0599
 SC0599  HISTORY     - Date     Condition        Report By
 SC0599  HISTORY     - 1942     MONUMENTED       ORDT
 SC0599  HISTORY     - 1966     MARK NOT FOUND   NGS
 SC0599  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 SC0599  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 SC0599  HISTORY     - 20051120 MARK NOT FOUND   USPSQD
 SC0599
 SC0599                          STATION DESCRIPTION
 SC0599
 SC0599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 SC0599'1.5 MI S FROM WARRENTON.
 SC0599'1.2 MILES SOUTH ALONG SEASIDE HIGHWAY FROM THE SPOKANE, PORTLAND AND
 SC0599'SEATTLE RAILWAY STATION AT WARRENTON, CLATSOP COUNTY, THENCE 1.8 MILES
 SC0599'SOUTH ALONG OREGON COAST HIGHWAY (U.S. 101).  0.15 MILE NORTH OF THE
 SC0599'WEST ENTRANCE TO CAMP CLATSOP, ABOUT 300 FEET NORTHEAST OF MORRISON
 SC0599'SCHOOL, ON THE EAST SIDE OF THE HIGHWAY, AT THE D.C. BELL HOUSE, AND
 SC0599'IN THE SOUTH END OF THE LOWER FRONT STEP.  AN OREGON STATE HIGHWAY
 SC0599'DEPARTMENT DISK, STAMPED G 317 1942.
 SC0599
 SC0599                          STATION RECOVERY (1984)
 SC0599
 SC0599'RECOVERY NOTE BY US POWER SQUADRON 1984
 SC0599'MARK NOT FOUND.
 SC0599
 SC0599                          STATION RECOVERY (1987)
 SC0599
 SC0599'RECOVERY NOTE BY US POWER SQUADRON 1987 (RCC)
 SC0599'MARK NOT FOUND.
 SC0599
 SC0599                          STATION RECOVERY (2005)
 SC0599
 SC0599'RECOVERY NOTE BY US POWER SQUADRON 2005 (RCC)
 SC0599'MARK PROBABLY DESTROYED WHEN HIGHWAY WAS WIDENED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0325 ***********************************************************************
 RB0325  DESIGNATION -  G 32
 RB0325  PID         -  RB0325
 RB0325  STATE/COUNTY-  OR/UMATILLA
 RB0325  USGS QUAD   -  PILOT ROCK (1967)
 RB0325
 RB0325                         *CURRENT SURVEY CONTROL
 RB0325  ___________________________________________________________________
 RB0325* NAD 83(1986)-  45 28 02.     (N)    118 51 39.     (W)     SCALED    
 RB0325* NAVD 88     -       533.710  (meters)    1751.01   (feet)  ADJUSTED  
 RB0325  ___________________________________________________________________
 RB0325  GEOID HEIGHT-         -20.06  (meters)                     GEOID03
 RB0325  DYNAMIC HT  -         533.619 (meters)    1750.71  (feet)  COMP
 RB0325  MODELED GRAV-     980,431.1   (mgal)                       NAVD 88
 RB0325
 RB0325  VERT ORDER  -  FIRST     CLASS II
 RB0325
 RB0325.The horizontal coordinates were scaled from a topographic map and have
 RB0325.an estimated accuracy of +/- 6 seconds.
 RB0325
 RB0325.The orthometric height was determined by differential leveling
 RB0325.and adjusted in June 1991.
 RB0325
 RB0325.The geoid height was determined by GEOID03.
 RB0325
 RB0325.The dynamic height is computed by dividing the NAVD 88
 RB0325.geopotential number by the normal gravity value computed on the
 RB0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0325.degrees latitude (g = 980.6199 gals.).
 RB0325
 RB0325.The modeled gravity was interpolated from observed gravity values.
 RB0325
 RB0325;                    North         East    Units  Estimated Accuracy
 RB0325;SPC OR N     -   201,380.    2,628,170.      MT  (+/- 180 meters Scaled)
 RB0325
 RB0325                          SUPERSEDED SURVEY CONTROL
 RB0325
 RB0325  NGVD 29 (??/??/92)  532.666  (m)         1747.59   (f) ADJ UNCH    1 2
 RB0325
 RB0325.Superseded values are not recommended for survey control.
 RB0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0325.See file dsdata.txt to determine how the superseded data were derived.
 RB0325
 RB0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL545365(NAD 83)
 RB0325_MARKER: DB = BENCH MARK DISK
 RB0325_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RB0325_SP_SET: BRIDGE
 RB0325_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RB0325
 RB0325  HISTORY     - Date     Condition        Report By
 RB0325  HISTORY     - UNK      MONUMENTED       CGS
 RB0325  HISTORY     - 1930     GOOD             NGS
 RB0325
 RB0325                          STATION DESCRIPTION
 RB0325
 RB0325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1930
 RB0325'1.8 MI SW FROM PILOT ROCK.
 RB0325'1.8 MILES SOUTHWEST OF PILOT ROCK IN THE NORTH EAST CURB ON THE BIRCH
 RB0325'CREEK CONCRETE BRIDGE UNDER THE OREGON-WASHINGTON HIGHWAY.  TABLET SET
 RB0325'HORIZONTALLY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0326 ***********************************************************************
 RB0326  DESIGNATION -  G 32 RESET
 RB0326  PID         -  RB0326
 RB0326  STATE/COUNTY-  OR/UMATILLA
 RB0326  USGS QUAD   -  PILOT ROCK (1967)
 RB0326
 RB0326                         *CURRENT SURVEY CONTROL
 RB0326  ___________________________________________________________________
 RB0326* NAD 83(1986)-  45 28 02.     (N)    118 51 39.     (W)     SCALED    
 RB0326* NAVD 88     -       534.56   (meters)    1753.8    (feet)  RESET     
 RB0326  ___________________________________________________________________
 RB0326  GEOID HEIGHT-         -20.06  (meters)                     GEOID03
 RB0326  VERT ORDER  -  THIRD
 RB0326
 RB0326.The horizontal coordinates were scaled from a topographic map and have
 RB0326.an estimated accuracy of +/- 6 seconds.
 RB0326
 RB0326.The orthometric height was computed from unverified reset data.
 RB0326
 RB0326.The geoid height was determined by GEOID03.
 RB0326
 RB0326;                    North         East    Units  Estimated Accuracy
 RB0326;SPC OR N     -   201,380.    2,628,170.      MT  (+/- 180 meters Scaled)
 RB0326
 RB0326                          SUPERSEDED SURVEY CONTROL
 RB0326
 RB0326.No superseded survey control is available for this station.
 RB0326
 RB0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL545365(NAD 83)
 RB0326_MARKER: DB = BENCH MARK DISK
 RB0326_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RB0326_SP_SET: BRIDGE
 RB0326_STAMPING: G 32 RESET 1965
 RB0326_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RB0326
 RB0326  HISTORY     - Date     Condition        Report By
 RB0326  HISTORY     - 1965     MONUMENTED       CGS
 RB0326  HISTORY     - 1968     GOOD             NGS
 RB0326
 RB0326                          STATION DESCRIPTION
 RB0326
 RB0326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RB0326'1.8 MI SW FROM PILOT ROCK.
 RB0326'1.8 MILES SOUTH ALONG U.S. HIGHWAY 395 FROM THE CROSS STREET JUST WEST
 RB0326'OF THE PILOT ROCK POST OFFICE IN THE TOP OF THE PARAPET OF THE
 RB0326'CONCRETE BRIDGE OVER WEST BIRCH CREEK, 0.45 MILE SOUTHWEST OF MILE
 RB0326'POST NO. 17, 16 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 0.5 FOOT WEST
 RB0326'OF THE EAST END OF THE PARAPET AND 3 FEET ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0054 ***********************************************************************
 PA0054  DESIGNATION -  G 326
 PA0054  PID         -  PA0054
 PA0054  STATE/COUNTY-  OR/HARNEY
 PA0054  USGS QUAD   -  DRINKWATER PASS (1990)
 PA0054
 PA0054                         *CURRENT SURVEY CONTROL
 PA0054  ___________________________________________________________________
 PA0054* NAD 83(1986)-  43 47 05.     (N)    118 15 21.     (W)     SCALED    
 PA0054* NAVD 88     -      1194.531  (meters)    3919.06   (feet)  ADJUSTED  
 PA0054  ___________________________________________________________________
 PA0054  GEOID HEIGHT-         -18.29  (meters)                     GEOID03
 PA0054  DYNAMIC HT  -        1193.988 (meters)    3917.28  (feet)  COMP
 PA0054  MODELED GRAV-     980,123.7   (mgal)                       NAVD 88
 PA0054
 PA0054  VERT ORDER  -  FIRST     CLASS II
 PA0054
 PA0054.The horizontal coordinates were scaled from a topographic map and have
 PA0054.an estimated accuracy of +/- 6 seconds.
 PA0054
 PA0054.The orthometric height was determined by differential leveling
 PA0054.and adjusted in June 1991.
 PA0054
 PA0054.The geoid height was determined by GEOID03.
 PA0054
 PA0054.The dynamic height is computed by dividing the NAVD 88
 PA0054.geopotential number by the normal gravity value computed on the
 PA0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0054.degrees latitude (g = 980.6199 gals.).
 PA0054
 PA0054.The modeled gravity was interpolated from observed gravity values.
 PA0054
 PA0054;                    North         East    Units  Estimated Accuracy
 PA0054;SPC OR S     -   237,710.    1,680,620.      MT  (+/- 180 meters Scaled)
 PA0054
 PA0054                          SUPERSEDED SURVEY CONTROL
 PA0054
 PA0054  NGVD 29 (??/??/92) 1193.387  (m)         3915.30   (f) ADJ UNCH    1 2
 PA0054
 PA0054.Superseded values are not recommended for survey control.
 PA0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0054.See file dsdata.txt to determine how the superseded data were derived.
 PA0054
 PA0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ989487(NAD 83)
 PA0054_MARKER: DD = SURVEY DISK
 PA0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PA0054_STAMPING: G 326 1934
 PA0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0054+STABILITY: SURFACE MOTION
 PA0054
 PA0054  HISTORY     - Date     Condition        Report By
 PA0054  HISTORY     - 1934     MONUMENTED       ORDT
 PA0054  HISTORY     - 1943     GOOD             NGS
 PA0054  HISTORY     - 1967     GOOD             NGS
 PA0054
 PA0054                          STATION DESCRIPTION
 PA0054
 PA0054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PA0054'11.0 MI W FROM JUNTURA.
 PA0054'ABOUT 11.0 MILES WEST ALONG U.S. HIGHWAY 20 FROM THE STATION AT
 PA0054'JUNTURA, MALHEUR COUNTY, AT HIGHWAY MILAGE 178.9, AT THE WEST END OF A
 PA0054'10 FOOT CUT, 30 FEET NORTH OF THE CENTER OF THE HIGHWAY, 2 FEET ABOVE
 PA0054'THE ROAD AND 1.5 FEET SOUTH OF THE REFERENCE POST.
 PA0054
 PA0054                          STATION RECOVERY (1967)
 PA0054
 PA0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 PA0054'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0933 ***********************************************************************
 RB0933  DESIGNATION -  G 327
 RB0933  PID         -  RB0933
 RB0933  STATE/COUNTY-  OR/MORROW
 RB0933  USGS QUAD   -  STRAWBERRY CANYON SE (1968)
 RB0933
 RB0933                         *CURRENT SURVEY CONTROL
 RB0933  ___________________________________________________________________
 RB0933* NAD 83(1986)-  45 33 56.     (N)    119 35 25.     (W)     SCALED    
 RB0933* NAVD 88     -       348.078  (meters)    1141.99   (feet)  ADJUSTED  
 RB0933  ___________________________________________________________________
 RB0933  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 RB0933  DYNAMIC HT  -         348.046 (meters)    1141.88  (feet)  COMP
 RB0933  MODELED GRAV-     980,515.5   (mgal)                       NAVD 88
 RB0933
 RB0933  VERT ORDER  -  SECOND    CLASS 0
 RB0933
 RB0933.The horizontal coordinates were scaled from a topographic map and have
 RB0933.an estimated accuracy of +/- 6 seconds.
 RB0933
 RB0933.The orthometric height was determined by differential leveling
 RB0933.and adjusted in June 1991.
 RB0933
 RB0933.The geoid height was determined by GEOID03.
 RB0933
 RB0933.The dynamic height is computed by dividing the NAVD 88
 RB0933.geopotential number by the normal gravity value computed on the
 RB0933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0933.degrees latitude (g = 980.6199 gals.).
 RB0933
 RB0933.The modeled gravity was interpolated from observed gravity values.
 RB0933
 RB0933;                    North         East    Units  Estimated Accuracy
 RB0933;SPC OR N     -   211,410.    2,571,010.      MT  (+/- 180 meters Scaled)
 RB0933
 RB0933                          SUPERSEDED SURVEY CONTROL
 RB0933
 RB0933  NGVD 29 (??/??/92)  347.041  (m)         1138.58   (f) ADJ UNCH    2 0
 RB0933
 RB0933.Superseded values are not recommended for survey control.
 RB0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0933.See file dsdata.txt to determine how the superseded data were derived.
 RB0933
 RB0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKL978490(NAD 83)
 RB0933_MARKER: DD = SURVEY DISK
 RB0933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0933_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0933_STAMPING: G 327 1947
 RB0933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0933+STABILITY: SURFACE MOTION
 RB0933
 RB0933  HISTORY     - Date     Condition        Report By
 RB0933  HISTORY     - 1947     MONUMENTED       ORDT
 RB0933  HISTORY     - 1959     GOOD             NGS
 RB0933
 RB0933                          STATION DESCRIPTION
 RB0933
 RB0933'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RB0933'10.95 MI NE FROM LEXINGTON.
 RB0933'10.95 MILES NORTHEAST ALONG STATE HIGHWAY 207 FROM THE PUBLIC SCHOOL
 RB0933'AT LEXINGTON, 0.25 MILE SOUTHWEST OF MILEPOST 11, 34 FEET SOUTHEAST OF
 RB0933'THE CENTER LINE OF THE HIGHWAY, 136 FEET NORTHEAST OF THE NORTHEAST
 RB0933'END OF A GATE, 73 FEET EAST AND ACROSS THE HIGHWAY FROM A T FENCE
 RB0933'JUNCTION, 2.2 FEET NORTHWEST OF A FENCE, 1.1 FEET NORTHWEST OF A
 RB0933'WITNESS POST, ABOUT 2 FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP
 RB0933'OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0184 ***********************************************************************
 QC0184  DESIGNATION -  G 33
 QC0184  PID         -  QC0184
 QC0184  STATE/COUNTY-  OR/GRANT
 QC0184  USGS QUAD   -  DALE (1995)
 QC0184
 QC0184                         *CURRENT SURVEY CONTROL
 QC0184  ___________________________________________________________________
 QC0184* NAD 83(1986)-  44 59 50.     (N)    118 56 09.     (W)     SCALED    
 QC0184* NAVD 88     -       857.707  (meters)    2813.99   (feet)  ADJUSTED  
 QC0184  ___________________________________________________________________
 QC0184  GEOID HEIGHT-         -18.23  (meters)                     GEOID03
 QC0184  DYNAMIC HT  -         857.465 (meters)    2813.20  (feet)  COMP
 QC0184  MODELED GRAV-     980,306.5   (mgal)                       NAVD 88
 QC0184
 QC0184  VERT ORDER  -  FIRST     CLASS II
 QC0184
 QC0184.The horizontal coordinates were scaled from a topographic map and have
 QC0184.an estimated accuracy of +/- 6 seconds.
 QC0184
 QC0184.The orthometric height was determined by differential leveling
 QC0184.and adjusted in June 1991.
 QC0184
 QC0184.The geoid height was determined by GEOID03.
 QC0184
 QC0184.The dynamic height is computed by dividing the NAVD 88
 QC0184.geopotential number by the normal gravity value computed on the
 QC0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0184.degrees latitude (g = 980.6199 gals.).
 QC0184
 QC0184.The modeled gravity was interpolated from observed gravity values.
 QC0184
 QC0184;                    North         East    Units  Estimated Accuracy
 QC0184;SPC OR N     -   149,050.    2,623,320.      MT  (+/- 180 meters Scaled)
 QC0184
 QC0184                          SUPERSEDED SURVEY CONTROL
 QC0184
 QC0184  NGVD 29 (??/??/92)  856.547  (m)         2810.19   (f) ADJ UNCH    1 2
 QC0184
 QC0184.Superseded values are not recommended for survey control.
 QC0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0184.See file dsdata.txt to determine how the superseded data were derived.
 QC0184
 QC0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK474844(NAD 83)
 QC0184_MARKER: DB = BENCH MARK DISK
 QC0184_SETTING: 66 = SET IN ROCK OUTCROP
 QC0184_SP_SET: BEDROCK
 QC0184_STAMPING: G 33 1930 2810.408
 QC0184_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QC0184+STABILITY: POSITION/ELEVATION WELL
 QC0184
 QC0184  HISTORY     - Date     Condition        Report By
 QC0184  HISTORY     - 1930     MONUMENTED       CGS
 QC0184  HISTORY     - 1968     GOOD             NGS
 QC0184
 QC0184                          STATION DESCRIPTION
 QC0184
 QC0184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 QC0184'1.75 MI NE FROM DALE.
 QC0184'REACHED FROM THE DALE POST OFFICE GO NORTH ON U.S. HIGHWAY 395 FOR 1.1
 QC0184'MILES TO A GRAVELED ROAD RIGHT AT THE NORTH END OF THE BRIDGE OVER THE
 QC0184'NORTH FORK OF THE JOHN DAY RIVER, TURN RIGHT AND GO EAST ON THE NORTH
 QC0184'SIDE OF THE RIVER FOR 0.7 MILE TO THE BRIDGE OVER THE RIVER AND THE
 QC0184'BENCH MARK ON THE RIGHT ON THE ROCK POINT AT THE CONFLUENCE OF THE
 QC0184'NORTH FORK OF THE JOHN DAY RIVER AND DESOLATION CREEK.  IT IS 100 FEET
 QC0184'WEST AND 4 FEET HIGHER THAN THE BRIDGE OVER THE RIVER, 50 FEET
 QC0184'NORTHEAST OF THE BANK OF DESOLATION CREEK AND 25 FEET SOUTH OF THE
 QC0184'BANK OF THE RIVER, CEMENTED IN A DRILL HOLE IN 1 BY 3 FOOT BEDROCK
 QC0184'THAT PROJECTS 6 INCHES.  THE LETTERS BM WERE PAINTED ON THE BEDROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0725 ***********************************************************************
 QD0725  DESIGNATION -  G 336
 QD0725  PID         -  QD0725
 QD0725  STATE/COUNTY-  OR/JEFFERSON
 QD0725  USGS QUAD   -  GRAY BUTTE (1992)
 QD0725
 QD0725                         *CURRENT SURVEY CONTROL
 QD0725  ___________________________________________________________________
 QD0725* NAD 83(1986)-  44 29 54.     (N)    121 05 26.     (W)     SCALED    
 QD0725* NAVD 88     -       974.878  (meters)    3198.41   (feet)  ADJUSTED  
 QD0725  ___________________________________________________________________
 QD0725  GEOID HEIGHT-         -20.87  (meters)                     GEOID03
 QD0725  DYNAMIC HT  -         974.602 (meters)    3197.51  (feet)  COMP
 QD0725  MODELED GRAV-     980,301.0   (mgal)                       NAVD 88
 QD0725
 QD0725  VERT ORDER  -  SECOND    CLASS 0
 QD0725
 QD0725.The horizontal coordinates were scaled from a topographic map and have
 QD0725.an estimated accuracy of +/- 6 seconds.
 QD0725
 QD0725.The orthometric height was determined by differential leveling
 QD0725.and adjusted in June 1991.
 QD0725
 QD0725.The geoid height was determined by GEOID03.
 QD0725
 QD0725.The dynamic height is computed by dividing the NAVD 88
 QD0725.geopotential number by the normal gravity value computed on the
 QD0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0725.degrees latitude (g = 980.6199 gals.).
 QD0725
 QD0725.The modeled gravity was interpolated from observed gravity values.
 QD0725
 QD0725;                    North         East    Units  Estimated Accuracy
 QD0725;SPC OR N     -    92,590.    2,453,030.      MT  (+/- 180 meters Scaled)
 QD0725
 QD0725                          SUPERSEDED SURVEY CONTROL
 QD0725
 QD0725  NGVD 29 (??/??/92)  973.789  (m)         3194.84   (f) ADJ UNCH    2 0
 QD0725
 QD0725.Superseded values are not recommended for survey control.
 QD0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0725.See file dsdata.txt to determine how the superseded data were derived.
 QD0725
 QD0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ518289(NAD 83)
 QD0725_MARKER: DB = BENCH MARK DISK
 QD0725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD0725_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QD0725_STAMPING: G 336
 QD0725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0725+STABILITY: SURFACE MOTION
 QD0725
 QD0725  HISTORY     - Date     Condition        Report By
 QD0725  HISTORY     - UNK      MONUMENTED       CGS
 QD0725  HISTORY     - 1942     GOOD             NGS
 QD0725
 QD0725                          STATION DESCRIPTION
 QD0725
 QD0725'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 QD0725'10.1 MI SE FROM METOLIUS.
 QD0725'ALONG OREGON STATE HIGHWAY NO. 27 FROM THE RAILROAD STATION, 18 FEET
 QD0725'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 10 FEET NORTH OF THE
 QD0725'INTERSECTION OF A COUNTRY ROAD WITH OREGON STATE HIGHWAY NO. 27, 3
 QD0725'FEET NORTHWEST OF A FENCE CORNER, A WITNESS POST HAS BEEN SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0103 ***********************************************************************
 QC0103  DESIGNATION -  G 34
 QC0103  PID         -  QC0103
 QC0103  STATE/COUNTY-  OR/GRANT
 QC0103  USGS QUAD   -  JOHN DAY (1983)
 QC0103
 QC0103                         *CURRENT SURVEY CONTROL
 QC0103  ___________________________________________________________________
 QC0103* NAD 83(1986)-  44 24 59.     (N)    118 57 09.     (W)     SCALED    
 QC0103* NAVD 88     -       941.230  (meters)    3088.02   (feet)  ADJUSTED  
 QC0103  ___________________________________________________________________
 QC0103  GEOID HEIGHT-         -18.20  (meters)                     GEOID03
 QC0103  DYNAMIC HT  -         940.893 (meters)    3086.91  (feet)  COMP
 QC0103  MODELED GRAV-     980,228.9   (mgal)                       NAVD 88
 QC0103
 QC0103  VERT ORDER  -  FIRST     CLASS II
 QC0103
 QC0103.The horizontal coordinates were scaled from a topographic map and have
 QC0103.an estimated accuracy of +/- 6 seconds.
 QC0103
 QC0103.The orthometric height was determined by differential leveling
 QC0103.and adjusted in June 1991.
 QC0103.WARNING-Repeat measurements at this control monument indicate possible
 QC0103.vertical movement.
 QC0103
 QC0103.The geoid height was determined by GEOID03.
 QC0103
 QC0103.The dynamic height is computed by dividing the NAVD 88
 QC0103.geopotential number by the normal gravity value computed on the
 QC0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0103.degrees latitude (g = 980.6199 gals.).
 QC0103
 QC0103.The modeled gravity was interpolated from observed gravity values.
 QC0103
 QC0103;                    North         East    Units  Estimated Accuracy
 QC0103;SPC OR N     -    84,490.    2,623,240.      MT  (+/- 180 meters Scaled)
 QC0103
 QC0103                          SUPERSEDED SURVEY CONTROL
 QC0103
 QC0103  NGVD 29 (??/??/92)  940.078  (m)         3084.24   (f) ADJ UNCH    1 2
 QC0103
 QC0103.Superseded values are not recommended for survey control.
 QC0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0103.See file dsdata.txt to determine how the superseded data were derived.
 QC0103
 QC0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK445199(NAD 83)
 QC0103_MARKER: DB = BENCH MARK DISK
 QC0103_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QC0103_SP_SET: FOUNDATION
 QC0103_STAMPING: G 34 1930 3084.538
 QC0103_MARK LOGO: CGS   
 QC0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0103+STABILITY: SURFACE MOTION
 QC0103_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QC0103+SATELLITE: SATELLITE OBSERVATIONS - October 07, 1987
 QC0103
 QC0103  HISTORY     - Date     Condition        Report By
 QC0103  HISTORY     - 1930     MONUMENTED       CGS
 QC0103  HISTORY     - 1963     GOOD             NGS
 QC0103  HISTORY     - 1985     GOOD             NGS
 QC0103  HISTORY     - 1987     GOOD             USPSQD
 QC0103  HISTORY     - 19871007 GOOD             NGS
 QC0103
 QC0103                          STATION DESCRIPTION
 QC0103
 QC0103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 QC0103'IN JOHN DAY.
 QC0103'AT JOHN DAY, AT THE JUNCTION OF U.S. HIGHWAYS 26 AND 395, 30 FEET
 QC0103'NORTH OF THE CENTER OF U.S. HIGHWAY 26, (WEST MAIN STREET), 24 FEET
 QC0103'EAST OF THE CENTER OF CANYON BLVD. AND 20 INCHES ABOVE THE LEVEL OF
 QC0103'THE SIDEWALK SET VERTICALLY IN THE STONE FOUNDATION AT THE SOUTHWEST
 QC0103'CORNER OF THE KNOX DEPARTMENT STORE.  NOTE-- KNOX DEPARTMENT STORE
 QC0103'SHOULD READ-- MOSIERS HOME FURNISHINGS.
 QC0103
 QC0103                          STATION RECOVERY (1985)
 QC0103
 QC0103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QC0103'RECOVERED IN GOOD CONDITION.
 QC0103
 QC0103                          STATION RECOVERY (1987)
 QC0103
 QC0103'RECOVERY NOTE BY US POWER SQUADRON 1987 (RCC)
 QC0103'RECOVERED IN GOOD CONDITION.
 QC0103
 QC0103                          STATION RECOVERY (1987)
 QC0103
 QC0103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QC0103'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0120 ***********************************************************************
 OA0120  DESIGNATION -  G 342
 OA0120  PID         -  OA0120
 OA0120  STATE/COUNTY-  OR/CURRY
 OA0120  USGS QUAD   -  AGNESS (1989)
 OA0120
 OA0120                         *CURRENT SURVEY CONTROL
 OA0120  ___________________________________________________________________
 OA0120* NAD 83(1986)-  42 30 57.     (N)    124 01 57.     (W)     SCALED    
 OA0120* NAVD 88     -       129.407  (meters)     424.56   (feet)  ADJUSTED  
 OA0120  ___________________________________________________________________
 OA0120  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 OA0120  DYNAMIC HT  -         129.365 (meters)     424.43  (feet)  COMP
 OA0120  MODELED GRAV-     980,301.8   (mgal)                       NAVD 88
 OA0120
 OA0120  VERT ORDER  -  SECOND    CLASS 0
 OA0120
 OA0120.The horizontal coordinates were scaled from a topographic map and have
 OA0120.an estimated accuracy of +/- 6 seconds.
 OA0120
 OA0120.The orthometric height was determined by differential leveling
 OA0120.and adjusted in June 1991.
 OA0120
 OA0120.The geoid height was determined by GEOID03.
 OA0120
 OA0120.The dynamic height is computed by dividing the NAVD 88
 OA0120.geopotential number by the normal gravity value computed on the
 OA0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0120.degrees latitude (g = 980.6199 gals.).
 OA0120
 OA0120.The modeled gravity was interpolated from observed gravity values.
 OA0120
 OA0120;                    North         East    Units  Estimated Accuracy
 OA0120;SPC OR S     -   100,450.    1,209,800.      MT  (+/- 180 meters Scaled)
 OA0120
 OA0120                          SUPERSEDED SURVEY CONTROL
 OA0120
 OA0120  NGVD 29 (??/??/92)  128.321  (m)          421.00   (f) ADJ UNCH    2 0
 OA0120
 OA0120.Superseded values are not recommended for survey control.
 OA0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0120.See file dsdata.txt to determine how the superseded data were derived.
 OA0120
 OA0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN151075(NAD 83)
 OA0120_MARKER: DB = BENCH MARK DISK
 OA0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OA0120_STAMPING: G 342 1942
 OA0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0120+STABILITY: SURFACE MOTION
 OA0120
 OA0120  HISTORY     - Date     Condition        Report By
 OA0120  HISTORY     - 1942     MONUMENTED       CGS
 OA0120  HISTORY     - 1964     GOOD             NGS
 OA0120
 OA0120                          STATION DESCRIPTION
 OA0120
 OA0120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 OA0120'4.4 MI SE FROM AGNESS.
 OA0120'4.4 MILES SOUTHEAST ALONG A ROAD THAT PARALLELS THE ILLINOIS RIVER
 OA0120'FROM THE AGNESS POST OFFICE, 400 FEET NORTHWEST OF MR. VOITS HOUSE,
 OA0120'140 FEET EAST OF THE NORTHEAST CORNER OF A CORRAL, 58 FEET SOUTHEAST
 OA0120'OF THE SIGN, ILLINOIS RIVER TRAIL, 21 FEET NORTHEAST OF THE CENTER OF
 OA0120'THE TRACK ROAD THAT LEADS TO THE HOUSE AND 0.5 FOOT NORTHWEST OF A
 OA0120'METAL WITNESS POST.  SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT
 OA0120'PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0652 ***********************************************************************
 NZ0652  DESIGNATION -  G 343
 NZ0652  PID         -  NZ0652
 NZ0652  STATE/COUNTY-  OR/JOSEPHINE
 NZ0652  USGS QUAD   -  YORK BUTTE (1989)
 NZ0652
 NZ0652                         *CURRENT SURVEY CONTROL
 NZ0652  ___________________________________________________________________
 NZ0652* NAD 83(1986)-  42 24 04.     (N)    123 51 15.     (W)     SCALED    
 NZ0652* NAVD 88     -       502.443  (meters)    1648.43   (feet)  ADJUSTED  
 NZ0652  ___________________________________________________________________
 NZ0652  GEOID HEIGHT-         -25.08  (meters)                     GEOID03
 NZ0652  DYNAMIC HT  -         502.246 (meters)    1647.79  (feet)  COMP
 NZ0652  MODELED GRAV-     980,214.0   (mgal)                       NAVD 88
 NZ0652
 NZ0652  VERT ORDER  -  SECOND    CLASS 0
 NZ0652
 NZ0652.The horizontal coordinates were scaled from a topographic map and have
 NZ0652.an estimated accuracy of +/- 6 seconds.
 NZ0652
 NZ0652.The orthometric height was determined by differential leveling
 NZ0652.and adjusted in June 1991.
 NZ0652
 NZ0652.The geoid height was determined by GEOID03.
 NZ0652
 NZ0652.The dynamic height is computed by dividing the NAVD 88
 NZ0652.geopotential number by the normal gravity value computed on the
 NZ0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0652.degrees latitude (g = 980.6199 gals.).
 NZ0652
 NZ0652.The modeled gravity was interpolated from observed gravity values.
 NZ0652
 NZ0652;                    North         East    Units  Estimated Accuracy
 NZ0652;SPC OR S     -    87,110.    1,223,940.      MT  (+/- 180 meters Scaled)
 NZ0652
 NZ0652                          SUPERSEDED SURVEY CONTROL
 NZ0652
 NZ0652  NGVD 29 (??/??/92)  501.449  (m)         1645.17   (f) ADJ UNCH    2 0
 NZ0652
 NZ0652.Superseded values are not recommended for survey control.
 NZ0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0652.See file dsdata.txt to determine how the superseded data were derived.
 NZ0652
 NZ0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM297946(NAD 83)
 NZ0652_MARKER: DB = BENCH MARK DISK
 NZ0652_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NZ0652_SP_SET: MADRONE TREE
 NZ0652_STAMPING: G 343 1942
 NZ0652_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0652
 NZ0652  HISTORY     - Date     Condition        Report By
 NZ0652  HISTORY     - 1942     MONUMENTED       CGS
 NZ0652  HISTORY     - 19860817 MARK NOT FOUND   USGS
 NZ0652
 NZ0652                          STATION DESCRIPTION
 NZ0652
 NZ0652'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NZ0652'25.7 MI SE FROM AGNESS.
 NZ0652'ALONG A ROAD AND THE ILLINOIS RIVER TRAIL, 90 FEET SOUTH OF A TRAIL
 NZ0652'SIGN, AGNESS 25 MILES, BRIGGS CREEK 5 MILES, 3 FEET WEST OF CENTER
 NZ0652'LINE OF TRAIL, ON THE EAST SIDE OF A TRIANGULAR-BLAZED 12-INCH MADRONE
 NZ0652'TREE.
 NZ0652
 NZ0652                          STATION RECOVERY (1986)
 NZ0652
 NZ0652'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (TAM)
 NZ0652'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0033 ***********************************************************************
 OA0033  DESIGNATION -  G 344
 OA0033  PID         -  OA0033
 OA0033  STATE/COUNTY-  OR/CURRY
 OA0033  USGS QUAD   -  AGNESS (1989)
 OA0033
 OA0033                         *CURRENT SURVEY CONTROL
 OA0033  ___________________________________________________________________
 OA0033* NAD 83(1986)-  42 37 13.     (N)    124 03 46.     (W)     SCALED    
 OA0033* NAVD 88     -        65.418  (meters)     214.63   (feet)  ADJUSTED  
 OA0033  ___________________________________________________________________
 OA0033  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 OA0033  DYNAMIC HT  -          65.399 (meters)     214.56  (feet)  COMP
 OA0033  MODELED GRAV-     980,334.6   (mgal)                       NAVD 88
 OA0033
 OA0033  VERT ORDER  -  SECOND    CLASS 0
 OA0033
 OA0033.The horizontal coordinates were scaled from a topographic map and have
 OA0033.an estimated accuracy of +/- 6 seconds.
 OA0033
 OA0033.The orthometric height was determined by differential leveling
 OA0033.and adjusted in June 1991.
 OA0033
 OA0033.The geoid height was determined by GEOID03.
 OA0033
 OA0033.The dynamic height is computed by dividing the NAVD 88
 OA0033.geopotential number by the normal gravity value computed on the
 OA0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0033.degrees latitude (g = 980.6199 gals.).
 OA0033
 OA0033.The modeled gravity was interpolated from observed gravity values.
 OA0033
 OA0033;                    North         East    Units  Estimated Accuracy
 OA0033;SPC OR S     -   112,150.    1,207,810.      MT  (+/- 180 meters Scaled)
 OA0033
 OA0033                          SUPERSEDED SURVEY CONTROL
 OA0033
 OA0033  NGVD 29 (??/??/92)   64.329  (m)          211.05   (f) ADJ UNCH    2 0
 OA0033
 OA0033.Superseded values are not recommended for survey control.
 OA0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0033.See file dsdata.txt to determine how the superseded data were derived.
 OA0033
 OA0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN128191(NAD 83)
 OA0033_MARKER: DB = BENCH MARK DISK
 OA0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OA0033_STAMPING: G 344 1942
 OA0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0033+STABILITY: SURFACE MOTION
 OA0033
 OA0033  HISTORY     - Date     Condition        Report By
 OA0033  HISTORY     - 1942     MONUMENTED       CGS
 OA0033  HISTORY     - 1964     MARK NOT FOUND   NGS
 OA0033  HISTORY     - 19861202 MARK NOT FOUND   USGS
 OA0033  HISTORY     - 20020619 MARK NOT FOUND   USPSQD
 OA0033
 OA0033                          STATION DESCRIPTION
 OA0033
 OA0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OA0033'1.07 MI S FROM ILLAHE.
 OA0033'FROM THE POST OFFICE ALONG THE AGNESS-POWERS HIGHWAY AT A POINT WHERE
 OA0033'THE HIGHWAY CROSSES A DRAW, 10 FEET NORTH OF A CULVERT, AND 24 FEET
 OA0033'WEST OF THE CENTER LINE OF THE ROAD.  WITNESS POST SET.
 OA0033
 OA0033                          STATION RECOVERY (1964)
 OA0033
 OA0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 OA0033'MARK NOT FOUND.
 OA0033
 OA0033                          STATION RECOVERY (1986)
 OA0033
 OA0033'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (TAM)
 OA0033'MARK NOT FOUND.
 OA0033
 OA0033                          STATION RECOVERY (2002)
 OA0033
 OA0033'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 OA0033'ROAD WORK AND NEW CULVERT AT THIS LOCATION
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0129 ***********************************************************************
 OA0129  DESIGNATION -  G 345
 OA0129  PID         -  OA0129
 OA0129  STATE/COUNTY-  OR/CURRY
 OA0129  USGS QUAD   -  ILLAHE (1989)
 OA0129
 OA0129                         *CURRENT SURVEY CONTROL
 OA0129  ___________________________________________________________________
 OA0129* NAD 83(1986)-  42 39 49.     (N)    124 03 55.     (W)     SCALED    
 OA0129* NAVD 88     -       522.705  (meters)    1714.91   (feet)  ADJUSTED  
 OA0129  ___________________________________________________________________
 OA0129  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 OA0129  DYNAMIC HT  -         522.538 (meters)    1714.36  (feet)  COMP
 OA0129  MODELED GRAV-     980,283.5   (mgal)                       NAVD 88
 OA0129
 OA0129  VERT ORDER  -  SECOND    CLASS 0
 OA0129
 OA0129.The horizontal coordinates were scaled from a topographic map and have
 OA0129.an estimated accuracy of +/- 6 seconds.
 OA0129
 OA0129.The orthometric height was determined by differential leveling
 OA0129.and adjusted in June 1991.
 OA0129
 OA0129.The geoid height was determined by GEOID03.
 OA0129
 OA0129.The dynamic height is computed by dividing the NAVD 88
 OA0129.geopotential number by the normal gravity value computed on the
 OA0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0129.degrees latitude (g = 980.6199 gals.).
 OA0129
 OA0129.The modeled gravity was interpolated from observed gravity values.
 OA0129
 OA0129;                    North         East    Units  Estimated Accuracy
 OA0129;SPC OR S     -   116,960.    1,207,810.      MT  (+/- 180 meters Scaled)
 OA0129
 OA0129                          SUPERSEDED SURVEY CONTROL
 OA0129
 OA0129  NGVD 29 (??/??/92)  521.604  (m)         1711.30   (f) ADJ UNCH    2 0
 OA0129
 OA0129.Superseded values are not recommended for survey control.
 OA0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0129.See file dsdata.txt to determine how the superseded data were derived.
 OA0129
 OA0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN126240(NAD 83)
 OA0129_MARKER: DB = BENCH MARK DISK
 OA0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OA0129_STAMPING: G 345 1942
 OA0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0129+STABILITY: SURFACE MOTION
 OA0129
 OA0129  HISTORY     - Date     Condition        Report By
 OA0129  HISTORY     - 1942     MONUMENTED       CGS
 OA0129  HISTORY     - 1964     MARK NOT FOUND   NGS
 OA0129  HISTORY     - 19861124 MARK NOT FOUND   USGS
 OA0129  HISTORY     - 20020619 MARK NOT FOUND   USPSQD
 OA0129
 OA0129                          STATION DESCRIPTION
 OA0129
 OA0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OA0129'5.62 MI N FROM ILLAHE.
 OA0129'5.62 MILES NORTH OF THE POST OFFICE AT ILLAHE, ALONG THE AGNESS-POWERS
 OA0129'HIGHWAY, ON THE INSIDE OF A SWITCH-BACK, 70 FEET NORTH OF THE CENTER
 OA0129'OF THE TURN, SET MIDWAY BETWEEN THE ROADS.  WITNESS POST SET.
 OA0129
 OA0129                          STATION RECOVERY (1964)
 OA0129
 OA0129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 OA0129'MARK NOT FOUND.
 OA0129
 OA0129                          STATION RECOVERY (1986)
 OA0129
 OA0129'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (TAM)
 OA0129'MARK NOT FOUND.
 OA0129
 OA0129                          STATION RECOVERY (2002)
 OA0129
 OA0129'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 OA0129'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0155 ***********************************************************************
 OA0155  DESIGNATION -  G 346
 OA0155  PID         -  OA0155
 OA0155  STATE/COUNTY-  OR/COOS
 OA0155  USGS QUAD   -  POWERS (1986)
 OA0155
 OA0155                         *CURRENT SURVEY CONTROL
 OA0155  ___________________________________________________________________
 OA0155* NAD 83(1986)-  42 52 32.     (N)    124 03 48.     (W)     SCALED    
 OA0155* NAVD 88     -        88.766  (meters)     291.23   (feet)  ADJUSTED  
 OA0155  ___________________________________________________________________
 OA0155  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 OA0155  DYNAMIC HT  -          88.746 (meters)     291.16  (feet)  COMP
 OA0155  MODELED GRAV-     980,403.0   (mgal)                       NAVD 88
 OA0155
 OA0155  VERT ORDER  -  SECOND    CLASS 0
 OA0155
 OA0155.The horizontal coordinates were scaled from a topographic map and have
 OA0155.an estimated accuracy of +/- 6 seconds.
 OA0155
 OA0155.The orthometric height was determined by differential leveling
 OA0155.and adjusted in June 1991.
 OA0155
 OA0155.The geoid height was determined by GEOID03.
 OA0155
 OA0155.The dynamic height is computed by dividing the NAVD 88
 OA0155.geopotential number by the normal gravity value computed on the
 OA0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0155.degrees latitude (g = 980.6199 gals.).
 OA0155
 OA0155.The modeled gravity was interpolated from observed gravity values.
 OA0155
 OA0155;                    North         East    Units  Estimated Accuracy
 OA0155;SPC OR S     -   140,480.    1,208,970.      MT  (+/- 180 meters Scaled)
 OA0155
 OA0155                          SUPERSEDED SURVEY CONTROL
 OA0155
 OA0155  NGVD 29 (??/??/92)   87.655  (m)          287.58   (f) ADJ UNCH    2 0
 OA0155
 OA0155.Superseded values are not recommended for survey control.
 OA0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0155.See file dsdata.txt to determine how the superseded data were derived.
 OA0155
 OA0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN131475(NAD 83)
 OA0155_MARKER: DB = BENCH MARK DISK
 OA0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA0155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OA0155_STAMPING: G 346 1942
 OA0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0155+STABILITY: SURFACE MOTION
 OA0155_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OA0155+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2009
 OA0155
 OA0155  HISTORY     - Date     Condition        Report By
 OA0155  HISTORY     - 1942     MONUMENTED       CGS
 OA0155  HISTORY     - 1964     GOOD             NGS
 OA0155  HISTORY     - 20011015 GOOD             USPSQD
 OA0155  HISTORY     - 20090109 GOOD             OR-011
 OA0155
 OA0155                          STATION DESCRIPTION
 OA0155
 OA0155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 OA0155'0.5 MI S FROM POWERS.
 OA0155'0.5 MILES SOUTH ALONG THE POWERS-AGNESS ROAD FROM THE POWERS PUBLIC
 OA0155'SCHOOL, 0.2K MILE SOUTH OF THE RAILROAD CROSSING, 175 FEET SOUTH AND
 OA0155'ACROSS THE ROAD FROM A POWER POLE WITH A TRANSFORMER, 23 FEET
 OA0155'SOUTHEAST OF THE EAST CORNER OF A CAR SHED, 22 FEET SOUTHWEST OF THE
 OA0155'CENTER OF THE ROAD, 18 FEET EAST OF THE CENTER OF A PRIVATE DRIVEWAY
 OA0155'AND 0.5 FOOT NORTH OF A METAL WITNESS POST.  SET IN THE TOP OF A
 OA0155'SQUARE CONCRETE MONUMENT THAT PROJECTS 1-INCH.
 OA0155
 OA0155                          STATION RECOVERY (2001)
 OA0155
 OA0155'RECOVERY NOTE BY US POWER SQUADRON 2001 (AES)
 OA0155'0.5 MILES SOUTH ALONG THE POWERS-AGNESS ROAD FROM THE POWERS PUBLIC
 OA0155'SCHOOL, 175 FEET SOUTH AND ACROSS THE ROAD FROM A POWER POLE WITH A
 OA0155'TRANSFORMER, 22 FEET SOUTHWEST OF THE CENTER OF THE ROAD, 18 FEET EAST
 OA0155'OF THE CENTER OF A PRIVATE DRIVEWAY AND 0.5 FOOT NORTH OF A METAL
 OA0155'WITNESS POST. SET IN THE TOP A SQUARE CONCRETE MONUMENT THAT IS 2
 OA0155'INCHES BELOW GROUND SURFACE.
 OA0155
 OA0155                          STATION RECOVERY (2009)
 OA0155
 OA0155'RECOVERY NOTE BY COOS COUNTY OREGON 2009 (BH)
 OA0155'0.6 MILES SOUTH ALONG THE POWERS-AGNESS ROAD FROM THE POWERS PUBLIC
 OA0155'SCHOOL, 175 FEET SOUTH AND ACROSS THE ROAD FROM A POWER POLE WITH A
 OA0155'TRANSFORMER, 22 FEET SOUTHWEST OF THE CENTER OF THE ROAD, 18 FEET EAST
 OA0155'OF THE CENTER OF A PRIVATE DRIVEWAY (RURAL ADDRESS 41850) AND 0.5
 OA0155'FOOT NORTH OF A METAL WITNESS POST IN A WOVEN WIRE FENCE BEARING S48
 OA0155'E. SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS 3 INCHES BELOW
 OA0155' 
 OA0155'GROUND SURFACE.
 OA0155' 
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0025 ***********************************************************************
 OA0025  DESIGNATION -  G 347
 OA0025  PID         -  OA0025
 OA0025  STATE/COUNTY-  OR/CURRY
 OA0025  USGS QUAD   -  AGNESS (1989)
 OA0025
 OA0025                         *CURRENT SURVEY CONTROL
 OA0025  ___________________________________________________________________
 OA0025* NAD 83(1986)-  42 33 44.     (N)    124 05 53.     (W)     SCALED    
 OA0025* NAVD 88     -        49.068  (meters)     160.98   (feet)  ADJUSTED  
 OA0025  ___________________________________________________________________
 OA0025  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 OA0025  DYNAMIC HT  -          49.051 (meters)     160.93  (feet)  COMP
 OA0025  MODELED GRAV-     980,266.1   (mgal)                       NAVD 88
 OA0025
 OA0025  VERT ORDER  -  SECOND    CLASS 0
 OA0025
 OA0025.The horizontal coordinates were scaled from a topographic map and have
 OA0025.an estimated accuracy of +/- 6 seconds.
 OA0025
 OA0025.The orthometric height was determined by differential leveling
 OA0025.and adjusted in June 1991.
 OA0025
 OA0025.The geoid height was determined by GEOID03.
 OA0025
 OA0025.The dynamic height is computed by dividing the NAVD 88
 OA0025.geopotential number by the normal gravity value computed on the
 OA0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0025.degrees latitude (g = 980.6199 gals.).
 OA0025
 OA0025.The modeled gravity was interpolated from observed gravity values.
 OA0025
 OA0025;                    North         East    Units  Estimated Accuracy
 OA0025;SPC OR S     -   105,830.    1,204,640.      MT  (+/- 180 meters Scaled)
 OA0025
 OA0025                          SUPERSEDED SURVEY CONTROL
 OA0025
 OA0025  NGVD 29 (??/??/92)   47.978  (m)          157.41   (f) ADJ UNCH    2 0
 OA0025
 OA0025.Superseded values are not recommended for survey control.
 OA0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0025.See file dsdata.txt to determine how the superseded data were derived.
 OA0025
 OA0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN098127(NAD 83)
 OA0025_MARKER: DB = BENCH MARK DISK
 OA0025_SETTING: 80 = SET IN A BOULDER
 OA0025_SP_SET: BOULDER
 OA0025_STAMPING: G 347 1942
 OA0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0025+STABILITY: SURFACE MOTION
 OA0025
 OA0025  HISTORY     - Date     Condition        Report By
 OA0025  HISTORY     - 1942     MONUMENTED       CGS
 OA0025  HISTORY     - 1954     MARK NOT FOUND   NGS
 OA0025  HISTORY     - 19861201 MARK NOT FOUND   USGS
 OA0025
 OA0025                          STATION DESCRIPTION
 OA0025
 OA0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OA0025'2.0 MI W FROM AGNESS.
 OA0025'ALONG ROGUE RIVER TRAIL, AT MORRES RODGERS CREEK, 18 FEET SOUTH OF
 OA0025'TRAIL, IN LARGEST ROCK ON EAST SIDE OF CREEK.
 OA0025
 OA0025                          STATION RECOVERY (1954)
 OA0025
 OA0025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 OA0025'MARK NOT FOUND.
 OA0025
 OA0025                          STATION RECOVERY (1986)
 OA0025
 OA0025'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (TAM)
 OA0025'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0609 ***********************************************************************
 NZ0609  DESIGNATION -  G 349
 NZ0609  PID         -  NZ0609
 NZ0609  STATE/COUNTY-  OR/JOSEPHINE
 NZ0609  USGS QUAD   -  CAVE JUNCTION (1989)
 NZ0609
 NZ0609                         *CURRENT SURVEY CONTROL
 NZ0609  ___________________________________________________________________
 NZ0609* NAD 83(1986)-  42 14 10.     (N)    123 41 32.     (W)     SCALED    
 NZ0609* NAVD 88     -       438.137  (meters)    1437.45   (feet)  ADJUSTED  
 NZ0609  ___________________________________________________________________
 NZ0609  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 NZ0609  DYNAMIC HT  -         437.964 (meters)    1436.89  (feet)  COMP
 NZ0609  MODELED GRAV-     980,214.0   (mgal)                       NAVD 88
 NZ0609
 NZ0609  VERT ORDER  -  SECOND    CLASS 0
 NZ0609
 NZ0609.The horizontal coordinates were scaled from a topographic map and have
 NZ0609.an estimated accuracy of +/- 6 seconds.
 NZ0609
 NZ0609.The orthometric height was determined by differential leveling
 NZ0609.and adjusted in June 1991.
 NZ0609
 NZ0609.The geoid height was determined by GEOID03.
 NZ0609
 NZ0609.The dynamic height is computed by dividing the NAVD 88
 NZ0609.geopotential number by the normal gravity value computed on the
 NZ0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0609.degrees latitude (g = 980.6199 gals.).
 NZ0609
 NZ0609.The modeled gravity was interpolated from observed gravity values.
 NZ0609
 NZ0609;                    North         East    Units  Estimated Accuracy
 NZ0609;SPC OR S     -    68,280.    1,236,560.      MT  (+/- 180 meters Scaled)
 NZ0609
 NZ0609                          SUPERSEDED SURVEY CONTROL
 NZ0609
 NZ0609  NGVD 29 (??/??/92)  437.156  (m)         1434.24   (f) ADJ UNCH    2 0
 NZ0609
 NZ0609.Superseded values are not recommended for survey control.
 NZ0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0609.See file dsdata.txt to determine how the superseded data were derived.
 NZ0609
 NZ0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM428762(NAD 83)
 NZ0609_MARKER: DB = BENCH MARK DISK
 NZ0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ0609_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NZ0609_STAMPING: G 349 1942
 NZ0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0609+STABILITY: SURFACE MOTION
 NZ0609
 NZ0609  HISTORY     - Date     Condition        Report By
 NZ0609  HISTORY     - 1942     MONUMENTED       CGS
 NZ0609  HISTORY     - 1964     GOOD             NGS
 NZ0609
 NZ0609                          STATION DESCRIPTION
 NZ0609
 NZ0609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 NZ0609'6.4 MI W FROM KERBY.
 NZ0609'2.4 MILES NORTHEAST ALONG U.S. HIGHWAY 199 FROM THE KERBY POST OFFICE
 NZ0609'TO THE EIGHT DOLLAR MTN. ROAD ON THE LEFT, NORTHWEST ON THE EIGHT
 NZ0609'DOLLAR MTN. ROAD 3.0 MILES TO THE BRIDGE OVER THE ILLINOIS RIVER,
 NZ0609'CONTINUE SOUTHWEST ON THE EIGHT DOLLAR MTN. ROAD FOR 1.0 MILE TO THE
 NZ0609'MARK ON THE LEFT, 0.1 MILE SOUTH OF MILE POST 4, 13 FEET SOUTHEAST OF
 NZ0609'THE CENTER OF THE ROAD AND 0.5 FOOT NORTHEAST OF A METAL WITNESS POST.
 NZ0609'THE MONUMENT PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0180 ***********************************************************************
 QC0180  DESIGNATION -  G 35
 QC0180  PID         -  QC0180
 QC0180  STATE/COUNTY-  OR/GRANT
 QC0180  USGS QUAD   -  BATES (1996)
 QC0180
 QC0180                         *CURRENT SURVEY CONTROL
 QC0180  ___________________________________________________________________
 QC0180* NAD 83(1986)-  44 33 27.     (N)    118 31 33.     (W)     SCALED    
 QC0180* NAVD 88     -      1353.863  (meters)    4441.80   (feet)  ADJUSTED  
 QC0180  ___________________________________________________________________
 QC0180  GEOID HEIGHT-         -17.44  (meters)                     GEOID03
 QC0180  DYNAMIC HT  -        1353.289 (meters)    4439.92  (feet)  COMP
 QC0180  MODELED GRAV-     980,146.5   (mgal)                       NAVD 88
 QC0180
 QC0180  VERT ORDER  -  FIRST     CLASS II
 QC0180
 QC0180.The horizontal coordinates were scaled from a topographic map and have
 QC0180.an estimated accuracy of +/- 6 seconds.
 QC0180
 QC0180.The orthometric height was determined by differential leveling
 QC0180.and adjusted in June 1991.
 QC0180
 QC0180.The geoid height was determined by GEOID03.
 QC0180
 QC0180.The dynamic height is computed by dividing the NAVD 88
 QC0180.geopotential number by the normal gravity value computed on the
 QC0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0180.degrees latitude (g = 980.6199 gals.).
 QC0180
 QC0180.The modeled gravity was interpolated from observed gravity values.
 QC0180
 QC0180;                    North         East    Units  Estimated Accuracy
 QC0180;SPC OR N     -   100,910.    2,656,830.      MT  (+/- 180 meters Scaled)
 QC0180
 QC0180                          SUPERSEDED SURVEY CONTROL
 QC0180
 QC0180  NGVD 29 (??/??/92) 1352.620  (m)         4437.72   (f) ADJ UNCH    1 2
 QC0180
 QC0180.Superseded values are not recommended for survey control.
 QC0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0180.See file dsdata.txt to determine how the superseded data were derived.
 QC0180
 QC0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK788349(NAD 83)
 QC0180_MARKER: DB = BENCH MARK DISK
 QC0180_SETTING: 80 = SET IN A BOULDER
 QC0180_SP_SET: BOULDER
 QC0180_STAMPING: 4438.095 G 35 1930
 QC0180_MARK LOGO: CGS   
 QC0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0180+STABILITY: SURFACE MOTION
 QC0180
 QC0180  HISTORY     - Date     Condition        Report By
 QC0180  HISTORY     - 1930     MONUMENTED       CGS
 QC0180  HISTORY     - 1963     GOOD             NGS
 QC0180  HISTORY     - 1985     GOOD             NGS
 QC0180
 QC0180                          STATION DESCRIPTION
 QC0180
 QC0180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 QC0180'14.2 MI NE FROM PRARIE CITY.
 QC0180'14.2 MILES NORTHEAST ALONG U.S. HIGHWAY 26 FROM THE PRARIE CITY POST
 QC0180'OFFICE, 0.35 MILE WEST OF MILE POST NO. 189, 200 FEET SOUTHWEST OF THE
 QC0180'SOUTH END OF A ROCK CUT ON THE WEST SIDE OF THE HIGHWAY, 110 FEET
 QC0180'SOUTH OF THE WEST END OF A 3 BY 3 FOOT BOX CULVERT, 70 FEET SOUTHWEST
 QC0180'OF THE CENTER OF THE HIGHWAY, 25 FEET SOUTHWEST OF THE CREEK, 2 FEET
 QC0180'SOUTHWEST OF A METAL WITNESS POST AND ABOUT 6 FEET BELOW THE LEVEL OF
 QC0180'THE HIGHWAY CEMENTED IN A DRILL HOLE IN A 3 BY 4 FOOT BOULDER THAT
 QC0180'PROJECTS 2 FEET.
 QC0180
 QC0180                          STATION RECOVERY (1985)
 QC0180
 QC0180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QC0180'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  21.75 KM
 QC0180'(13.52 MI) NORTHEAST ALONG US HIGHWAY 26 FROM THE POST OFFICE AT
 QC0180'PRAIRIE CITY, IN TOP OF THE EAST SIDE OF A 3 BY 4 FOOT BOULDER
 QC0180'PROJECTING 2 FEET ABOVE THE WEST BANK OF BRIDGE CREEK, 0.41 KM (0.26
 QC0180'MI) WEST OF MILEPOST 189, 21.3 METERS (70 FT) WEST AND ACROSS THE
 QC0180'CREEK FROM THE HIGHWAY CENTERLINE, 33.5 METERS (110 FT) SOUTH OF THE
 QC0180'SOUTHWEST CORNER OF A 3 BY 3 FOOT BOX CULVERT AND 7.6 METERS (25 FT)
 QC0180'WEST OF THE APPROXIMATE CENTER OF THE CREEK.
 QC0180'THE MARK IS 0.6 METERS  SW FROM  A WITNESS POST
 QC0180'THE MARK IS 2.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0377 ***********************************************************************
 NY0377  DESIGNATION -  G 350
 NY0377  PID         -  NY0377
 NY0377  STATE/COUNTY-  OR/KLAMATH
 NY0377  USGS QUAD   -  SWAN LAKE (1985)
 NY0377
 NY0377                         *CURRENT SURVEY CONTROL
 NY0377  ___________________________________________________________________
 NY0377* NAD 83(1986)-  42 22 06.     (N)    121 32 09.     (W)     SCALED    
 NY0377* NAVD 88     -      1326.192  (meters)    4351.01   (feet)  ADJUSTED  
 NY0377  ___________________________________________________________________
 NY0377  GEOID HEIGHT-         -22.07  (meters)                     GEOID03
 NY0377  DYNAMIC HT  -        1325.398 (meters)    4348.41  (feet)  COMP
 NY0377  MODELED GRAV-     979,976.7   (mgal)                       NAVD 88
 NY0377
 NY0377  VERT ORDER  -  SECOND    CLASS 0
 NY0377
 NY0377.The horizontal coordinates were scaled from a topographic map and have
 NY0377.an estimated accuracy of +/- 6 seconds.
 NY0377
 NY0377.The orthometric height was determined by differential leveling
 NY0377.and adjusted in June 1991.
 NY0377
 NY0377.The geoid height was determined by GEOID03.
 NY0377
 NY0377.The dynamic height is computed by dividing the NAVD 88
 NY0377.geopotential number by the normal gravity value computed on the
 NY0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0377.degrees latitude (g = 980.6199 gals.).
 NY0377
 NY0377.The modeled gravity was interpolated from observed gravity values.
 NY0377
 NY0377;                    North         East    Units  Estimated Accuracy
 NY0377;SPC OR S     -    78,470.    1,414,680.      MT  (+/- 180 meters Scaled)
 NY0377
 NY0377                          SUPERSEDED SURVEY CONTROL
 NY0377
 NY0377  NGVD 29 (??/??/92) 1325.077  (m)         4347.36   (f) ADJ UNCH    2 0
 NY0377
 NY0377.Superseded values are not recommended for survey control.
 NY0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0377.See file dsdata.txt to determine how the superseded data were derived.
 NY0377
 NY0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM205917(NAD 83)
 NY0377_MARKER: DB = BENCH MARK DISK
 NY0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NY0377_STAMPING: G 350 1943
 NY0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0377+STABILITY: SURFACE MOTION
 NY0377
 NY0377  HISTORY     - Date     Condition        Report By
 NY0377  HISTORY     - 1943     MONUMENTED       CGS
 NY0377  HISTORY     - 1961     GOOD             NGS
 NY0377  HISTORY     - 1981     GOOD             USGS
 NY0377
 NY0377                          STATION DESCRIPTION
 NY0377
 NY0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 NY0377'8.4 MI S FROM SPRAGUE RIVER.
 NY0377'THIS MARK IS ABOUT 7.5 MILES SOUTH ALONG THE PRESENT ROAD TO DAIRY AND
 NY0377'ABOUT 0.9 MILE SOUTH ALONG THE OLD ABANDON ROAD TO DAIRY FROM THE POST
 NY0377'OFFICE AT SPRAGUE RIVER, KLAMATH COUNTY, 1.2 MILE SOUTH OF THE KLAMATH
 NY0377'INDIAN RESERVATION BOUNDARY LINE, 0.15 MILE NORTH OF A CROSSING ON THE
 NY0377'OREGON, CALIFORNIA AND EASTERN RAILWAY, SET IN THE TOP OF A ROCK
 NY0377'OUTCROP ON THE INSIDE OF A CURVE, 28.5 FEET SOUTHEAST OF A TRIANGULAR
 NY0377'BLAZED PINE TREE, 8.0 FEET EAST OF THE CENTER LINE OF THE ROAD.
 NY0377
 NY0377                          STATION RECOVERY (1961)
 NY0377
 NY0377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 NY0377'RECOVERED IN GOOD CONDITION.
 NY0377
 NY0377                          STATION RECOVERY (1981)
 NY0377
 NY0377'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 NY0377'ABOUT 1.1 MILES EAST ALONG OREGON STATE HIGHWAY 140 FROM THE POST
 NY0377'OFFICE AT DAIRY, THENCE 3.5 MILES ALONG THE HILDERAND ROAD, THENCE
 NY0377'4.1 MILES NORTH ALONG A ROAD, THENCE ABOUT 0.1 MILES EAST ALONG A
 NY0377'FIELD ROAD TO THE OREGON CALIFORNIA AND EASTERN RAILROAD TRACKS,
 NY0377'THENCE ABOUT 1.5 MILES NORTHEAST ALONG THE RAILROAD TRACKS TO AN OLD
 NY0377'CROSSING, THENCE 0.15 MILES NORTH ALONG AN ABANDONED ROAD, 8 FEET
 NY0377'EAST OF THE CENTERLINE OF THE ABANDONED ROAD, 28.5 FEET SOUTHEAST OF
 NY0377'A TRIANGULAR-BLAZED PINE TREE, AND AT THE TOP OF ROCK OUTCROP. A
 NY0377'STANDARD DISK STAMPED 'G 350 1943' SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0643 ***********************************************************************
 NZ0643  DESIGNATION -  G 351
 NZ0643  PID         -  NZ0643
 NZ0643  STATE/COUNTY-  OR/JOSEPHINE
 NZ0643  USGS QUAD   -  PEARSOLL PEAK (1989)
 NZ0643
 NZ0643                         *CURRENT SURVEY CONTROL
 NZ0643  ___________________________________________________________________
 NZ0643* NAD 83(1986)-  42 22 06.     (N)    123 47 36.     (W)     SCALED    
 NZ0643* NAVD 88     -       282.832  (meters)     927.92   (feet)  ADJUSTED  
 NZ0643  ___________________________________________________________________
 NZ0643  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 NZ0643  DYNAMIC HT  -         282.733 (meters)     927.60  (feet)  COMP
 NZ0643  MODELED GRAV-     980,264.5   (mgal)                       NAVD 88
 NZ0643
 NZ0643  VERT ORDER  -  SECOND    CLASS 0
 NZ0643
 NZ0643.The horizontal coordinates were scaled from a topographic map and have
 NZ0643.an estimated accuracy of +/- 6 seconds.
 NZ0643
 NZ0643.The orthometric height was determined by differential leveling
 NZ0643.and adjusted in June 1991.
 NZ0643
 NZ0643.The geoid height was determined by GEOID03.
 NZ0643
 NZ0643.The dynamic height is computed by dividing the NAVD 88
 NZ0643.geopotential number by the normal gravity value computed on the
 NZ0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0643.degrees latitude (g = 980.6199 gals.).
 NZ0643
 NZ0643.The modeled gravity was interpolated from observed gravity values.
 NZ0643
 NZ0643;                    North         East    Units  Estimated Accuracy
 NZ0643;SPC OR S     -    83,280.    1,228,800.      MT  (+/- 180 meters Scaled)
 NZ0643
 NZ0643                          SUPERSEDED SURVEY CONTROL
 NZ0643
 NZ0643  NGVD 29 (??/??/92)  281.853  (m)          924.71   (f) ADJ UNCH    2 0
 NZ0643
 NZ0643.Superseded values are not recommended for survey control.
 NZ0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0643.See file dsdata.txt to determine how the superseded data were derived.
 NZ0643
 NZ0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM346909(NAD 83)
 NZ0643_MARKER: DB = BENCH MARK DISK
 NZ0643_SETTING: 80 = SET IN A BOULDER
 NZ0643_SP_SET: BOULDER
 NZ0643_STAMPING: G 351 1942
 NZ0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0643+STABILITY: SURFACE MOTION
 NZ0643
 NZ0643  HISTORY     - Date     Condition        Report By
 NZ0643  HISTORY     - 1942     MONUMENTED       CGS
 NZ0643  HISTORY     - 1964     GOOD             NGS
 NZ0643
 NZ0643                          STATION DESCRIPTION
 NZ0643
 NZ0643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 NZ0643'17.9 MI NW FROM SELMA.
 NZ0643'17.9 MILES NORTHWEST ALONG THE ILLINOIS RIVER ROAD FROM THE SELMA POST
 NZ0643'OFFICE, 0.3 MILE SOUTHEAST OF MILE POST 18, 0.05 MILE EAST OF THE SIGN
 NZ0643'BRIGGS CREEK 1 MILE, 20 FEET SOUTHWEST OF A 3-FOOT OAK TREE, 7 FEET
 NZ0643'NORTHEAST OF THE CENTER OF THE ROAD, 2 1/2 FEET WEST OF A METAL
 NZ0643'WITNESS POST IN A 4 BY 4 FOOT BOULDER THAT PROJECTS 1 FOOT ON THE
 NZ0643'SOUTHWEST SIDE.  THE BOULDER IS 1 FOOT ABOVE THE LEVEL OF THE ROAD AND
 NZ0643'THE LETTERS B M WERE PAINTED ON THE BOULDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0560 ***********************************************************************
 NY0560  DESIGNATION -  G 352
 NY0560  PID         -  NY0560
 NY0560  STATE/COUNTY-  OR/KLAMATH
 NY0560  USGS QUAD   -  BUTTES OF THE GODS (1988)
 NY0560
 NY0560                         *CURRENT SURVEY CONTROL
 NY0560  ___________________________________________________________________
 NY0560* NAD 83(1986)-  42 31 36.     (N)    121 35 02.     (W)     SCALED    
 NY0560* NAVD 88     -      1313.927  (meters)    4310.78   (feet)  ADJUSTED  
 NY0560  ___________________________________________________________________
 NY0560  GEOID HEIGHT-         -22.04  (meters)                     GEOID03
 NY0560  DYNAMIC HT  -        1313.154 (meters)    4308.24  (feet)  COMP
 NY0560  MODELED GRAV-     979,987.3   (mgal)                       NAVD 88
 NY0560
 NY0560  VERT ORDER  -  SECOND    CLASS 0
 NY0560
 NY0560.The horizontal coordinates were scaled from a topographic map and have
 NY0560.an estimated accuracy of +/- 6 seconds.
 NY0560
 NY0560.The orthometric height was determined by differential leveling
 NY0560.and adjusted in June 1991.
 NY0560
 NY0560.The geoid height was determined by GEOID03.
 NY0560
 NY0560.The dynamic height is computed by dividing the NAVD 88
 NY0560.geopotential number by the normal gravity value computed on the
 NY0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0560.degrees latitude (g = 980.6199 gals.).
 NY0560
 NY0560.The modeled gravity was interpolated from observed gravity values.
 NY0560
 NY0560;                    North         East    Units  Estimated Accuracy
 NY0560;SPC OR S     -    96,110.    1,410,950.      MT  (+/- 180 meters Scaled)
 NY0560
 NY0560                          SUPERSEDED SURVEY CONTROL
 NY0560
 NY0560  NGVD 29 (??/??/92) 1312.796  (m)         4307.06   (f) ADJ UNCH    2 0
 NY0560
 NY0560.Superseded values are not recommended for survey control.
 NY0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0560.See file dsdata.txt to determine how the superseded data were derived.
 NY0560
 NY0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFN163092(NAD 83)
 NY0560_MARKER: DB = BENCH MARK DISK
 NY0560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0560_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NY0560_STAMPING: G 352 1943
 NY0560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0560+STABILITY: SURFACE MOTION
 NY0560
 NY0560  HISTORY     - Date     Condition        Report By
 NY0560  HISTORY     - 1943     MONUMENTED       CGS
 NY0560
 NY0560                          STATION DESCRIPTION
 NY0560
 NY0560'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 NY0560'6.9 MI NW FROM SPRAGUE RIVER.
 NY0560'ABOUT 6.9 MILES NORTHWEST ALONG THE SPRAGUE RIVER ROAD FROM THE POST
 NY0560'OFFICE AT SPRAGUE RIVER, KLAMATH COUNTY, 55 FEET SOUTHWEST OF THE
 NY0560'CENTER LINE OF THE ROAD, AT AN ACUTE-ANGLE CORNER IN A FENCE, 3 FEET
 NY0560'SOUTH OF THE CORNER FENCE POST, AND 2 FEET EAST OF A WHITE WOODEN
 NY0560'WITNESS POST.  A STANDARD DISK, STAMPED G 352 1943 AND SET IN THE TOP
 NY0560'OF A CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0729 ***********************************************************************
 NZ0729  DESIGNATION -  G 353
 NZ0729  PID         -  NZ0729
 NZ0729  STATE/COUNTY-  OR/CURRY
 NZ0729  USGS QUAD   -  MARIAL (1989)
 NZ0729
 NZ0729                         *CURRENT SURVEY CONTROL
 NZ0729  ___________________________________________________________________
 NZ0729* NAD 83(1986)-  42 42 13.     (N)    123 53 47.     (W)     SCALED    
 NZ0729* NAVD 88     -       130.650  (meters)     428.64   (feet)  ADJUSTED  
 NZ0729  ___________________________________________________________________
 NZ0729  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 NZ0729  DYNAMIC HT  -         130.615 (meters)     428.53  (feet)  COMP
 NZ0729  MODELED GRAV-     980,352.6   (mgal)                       NAVD 88
 NZ0729
 NZ0729  VERT ORDER  -  SECOND    CLASS 0
 NZ0729
 NZ0729.The horizontal coordinates were scaled from a topographic map and have
 NZ0729.an estimated accuracy of +/- 6 seconds.
 NZ0729
 NZ0729.The orthometric height was determined by differential leveling
 NZ0729.and adjusted in June 1991.
 NZ0729
 NZ0729.The geoid height was determined by GEOID03.
 NZ0729
 NZ0729.The dynamic height is computed by dividing the NAVD 88
 NZ0729.geopotential number by the normal gravity value computed on the
 NZ0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0729.degrees latitude (g = 980.6199 gals.).
 NZ0729
 NZ0729.The modeled gravity was interpolated from observed gravity values.
 NZ0729
 NZ0729;                    North         East    Units  Estimated Accuracy
 NZ0729;SPC OR S     -   120,830.    1,221,820.      MT  (+/- 180 meters Scaled)
 NZ0729
 NZ0729                          SUPERSEDED SURVEY CONTROL
 NZ0729
 NZ0729  NGVD 29 (??/??/92)  129.580  (m)          425.13   (f) ADJ UNCH    2 0
 NZ0729
 NZ0729.Superseded values are not recommended for survey control.
 NZ0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0729.See file dsdata.txt to determine how the superseded data were derived.
 NZ0729
 NZ0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN265282(NAD 83)
 NZ0729_MARKER: DB = BENCH MARK DISK
 NZ0729_SETTING: 66 = SET IN ROCK OUTCROP
 NZ0729_SP_SET: ROCK OUTCROP
 NZ0729_STAMPING: G 353 1942
 NZ0729_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NZ0729+STABILITY: POSITION/ELEVATION WELL
 NZ0729
 NZ0729  HISTORY     - Date     Condition        Report By
 NZ0729  HISTORY     - 1942     MONUMENTED       CGS
 NZ0729  HISTORY     - 19860601 MARK NOT FOUND   USGS
 NZ0729
 NZ0729                          STATION DESCRIPTION
 NZ0729
 NZ0729'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NZ0729'21.2 MI NE FROM AGNESS.
 NZ0729'ALONG A ROAD AND THE ROGUE RIVER TRAIL, 50 FEET WEST OF 15-MILE
 NZ0729'MARKER, 6 FEET NORTH AND 5 FEET ABOVE CENTER LINE OF TRAIL.
 NZ0729
 NZ0729                          STATION RECOVERY (1986)
 NZ0729
 NZ0729'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (PSM)
 NZ0729'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0699 ***********************************************************************
 RD0699  DESIGNATION -  G 354
 RD0699  PID         -  RD0699
 RD0699  STATE/COUNTY-  OR/WASHINGTON
 RD0699  USGS QUAD   -  BUXTON (1992)
 RD0699
 RD0699                         *CURRENT SURVEY CONTROL
 RD0699  ___________________________________________________________________
 RD0699* NAD 83(1986)-  45 42 16.     (N)    123 13 40.     (W)     SCALED    
 RD0699* NAVD 88     -       232.893  (meters)     764.08   (feet)  ADJUSTED  
 RD0699  ___________________________________________________________________
 RD0699  GEOID HEIGHT-         -21.53  (meters)                     GEOID03
 RD0699  DYNAMIC HT  -         232.895 (meters)     764.09  (feet)  COMP
 RD0699  MODELED GRAV-     980,619.7   (mgal)                       NAVD 88
 RD0699
 RD0699  VERT ORDER  -  SECOND    CLASS 0
 RD0699
 RD0699.The horizontal coordinates were scaled from a topographic map and have
 RD0699.an estimated accuracy of +/- 6 seconds.
 RD0699
 RD0699.The orthometric height was determined by differential leveling
 RD0699.and adjusted in June 1991.
 RD0699
 RD0699.The geoid height was determined by GEOID03.
 RD0699
 RD0699.The dynamic height is computed by dividing the NAVD 88
 RD0699.geopotential number by the normal gravity value computed on the
 RD0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0699.degrees latitude (g = 980.6199 gals.).
 RD0699
 RD0699.The modeled gravity was interpolated from observed gravity values.
 RD0699
 RD0699;                    North         East    Units  Estimated Accuracy
 RD0699;SPC OR N     -   230,030.    2,287,630.      MT  (+/- 180 meters Scaled)
 RD0699
 RD0699                          SUPERSEDED SURVEY CONTROL
 RD0699
 RD0699  NGVD 29 (??/??/92)  231.820  (m)          760.56   (f) ADJ UNCH    2 0
 RD0699
 RD0699.Superseded values are not recommended for survey control.
 RD0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0699.See file dsdata.txt to determine how the superseded data were derived.
 RD0699
 RD0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR822612(NAD 83)
 RD0699_MARKER: DB = BENCH MARK DISK
 RD0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0699_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0699_STAMPING: G 354 1942
 RD0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0699+STABILITY: SURFACE MOTION
 RD0699
 RD0699  HISTORY     - Date     Condition        Report By
 RD0699  HISTORY     - 1942     MONUMENTED       CGS
 RD0699  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 RD0699  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 RD0699  HISTORY     - 19940717 MARK NOT FOUND   USPSQD
 RD0699
 RD0699                          STATION DESCRIPTION
 RD0699
 RD0699'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 RD0699'2.5 MI W FROM BUXTON.
 RD0699'ALONG STATE HIGHWAY 2, 135 FEET EAST OF THE CENTER LINE OF THE HIGHWAY
 RD0699'AT THE HEAD OF A FILLED DRAW.  WITNESS POST SET.  NOTE-- HIGHWAY 2
 RD0699'SHOULD BE CHANGE TO READ, ALONG U.S. HIGHWAY 26.
 RD0699
 RD0699                          STATION RECOVERY (1989)
 RD0699
 RD0699'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RD0699'MARK NOT FOUND.
 RD0699
 RD0699                          STATION RECOVERY (1989)
 RD0699
 RD0699'RECOVERY NOTE BY US POWER SQUADRON 1989 (AJ)
 RD0699'MARK NOT FOUND.
 RD0699
 RD0699                          STATION RECOVERY (1994)
 RD0699
 RD0699'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD0699'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1244 ***********************************************************************
 QD1244  DESIGNATION -  G 355
 QD1244  PID         -  QD1244
 QD1244  STATE/COUNTY-  OR/MARION
 QD1244  USGS QUAD   -  OLALLIE BUTTE (1988)
 QD1244
 QD1244                         *CURRENT SURVEY CONTROL
 QD1244  ___________________________________________________________________
 QD1244* NAD 83(1986)-  44 48 11.     (N)    121 51 09.     (W)     SCALED    
 QD1244* NAVD 88     -      1231.699  (meters)    4041.00   (feet)  ADJUSTED  
 QD1244  ___________________________________________________________________
 QD1244  GEOID HEIGHT-         -21.11  (meters)                     GEOID03
 QD1244  DYNAMIC HT  -        1231.293 (meters)    4039.67  (feet)  COMP
 QD1244  MODELED GRAV-     980,244.9   (mgal)                       NAVD 88
 QD1244
 QD1244  VERT ORDER  -  SECOND    CLASS 0
 QD1244
 QD1244.The horizontal coordinates were scaled from a topographic map and have
 QD1244.an estimated accuracy of +/- 6 seconds.
 QD1244
 QD1244.The orthometric height was determined by differential leveling
 QD1244.and adjusted in June 1991.
 QD1244
 QD1244.The geoid height was determined by GEOID03.
 QD1244
 QD1244.The dynamic height is computed by dividing the NAVD 88
 QD1244.geopotential number by the normal gravity value computed on the
 QD1244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1244.degrees latitude (g = 980.6199 gals.).
 QD1244
 QD1244.The modeled gravity was interpolated from observed gravity values.
 QD1244
 QD1244;                    North         East    Units  Estimated Accuracy
 QD1244;SPC OR N     -   127,170.    2,393,010.      MT  (+/- 180 meters Scaled)
 QD1244
 QD1244                          SUPERSEDED SURVEY CONTROL
 QD1244
 QD1244  NGVD 29 (??/??/92) 1230.522  (m)         4037.14   (f) ADJ UNCH    2 0
 QD1244
 QD1244.Superseded values are not recommended for survey control.
 QD1244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1244.See file dsdata.txt to determine how the superseded data were derived.
 QD1244
 QD1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ907617(NAD 83)
 QD1244_MARKER: DB = BENCH MARK DISK
 QD1244_SETTING: 80 = SET IN A BOULDER
 QD1244_SP_SET: BOULDER
 QD1244_STAMPING: G 355 1942
 QD1244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD1244+STABILITY: SURFACE MOTION
 QD1244
 QD1244  HISTORY     - Date     Condition        Report By
 QD1244  HISTORY     - 1942     MONUMENTED       CGS
 QD1244  HISTORY     - 1943     GOOD             NGS
 QD1244  HISTORY     - 1961     MARK NOT FOUND   NGS
 QD1244  HISTORY     - 19951011 MARK NOT FOUND   NGS
 QD1244
 QD1244                          STATION DESCRIPTION
 QD1244
 QD1244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QD1244'7.5 MI NE FROM BREITENBUSH HOT SPRINGS.
 QD1244'ABOUT 7.5 MILES NORTHEAST ALONG THE BREITENBUSH ROAD FROM BREITENBUSH
 QD1244'HOT SPRINGS, MARION COUNTY, SET ON THE OUTSIDE OF A SLIGHT CURVE, IN
 QD1244'THE TOP OF A BOULDER ABOUT 7.0 FEET ABOVE THE ROAD, 16.0 FEET NORTH OF
 QD1244'THE CENTER LINE OF THE ROAD.
 QD1244
 QD1244                          STATION RECOVERY (1961)
 QD1244
 QD1244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 QD1244'MARK NOT FOUND.
 QD1244
 QD1244                          STATION RECOVERY (1995)
 QD1244
 QD1244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (LLR)
 QD1244'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0294 ***********************************************************************
 QE0294  DESIGNATION -  G 356
 QE0294  PID         -  QE0294
 QE0294  STATE/COUNTY-  OR/LANE
 QE0294  USGS QUAD   -  VIDA (1988)
 QE0294
 QE0294                         *CURRENT SURVEY CONTROL
 QE0294  ___________________________________________________________________
 QE0294* NAD 83(1986)-  44 07 50.     (N)    122 37 02.     (W)     SCALED    
 QE0294* NAVD 88     -       233.212  (meters)     765.13   (feet)  ADJUSTED  
 QE0294  ___________________________________________________________________
 QE0294  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 QE0294  DYNAMIC HT  -         233.168 (meters)     764.99  (feet)  COMP
 QE0294  MODELED GRAV-     980,423.7   (mgal)                       NAVD 88
 QE0294
 QE0294  VERT ORDER  -  FIRST     CLASS II
 QE0294
 QE0294.The horizontal coordinates were scaled from a topographic map and have
 QE0294.an estimated accuracy of +/- 6 seconds.
 QE0294
 QE0294.The orthometric height was determined by differential leveling
 QE0294.and adjusted in June 1991.
 QE0294.WARNING-Repeat measurements at this control monument indicate possible
 QE0294.vertical movement.
 QE0294
 QE0294.The geoid height was determined by GEOID03.
 QE0294
 QE0294.The dynamic height is computed by dividing the NAVD 88
 QE0294.geopotential number by the normal gravity value computed on the
 QE0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0294.degrees latitude (g = 980.6199 gals.).
 QE0294
 QE0294.The modeled gravity was interpolated from observed gravity values.
 QE0294
 QE0294;                    North         East    Units  Estimated Accuracy
 QE0294;SPC OR S     -   275,850.    1,330,570.      MT  (+/- 180 meters Scaled)
 QE0294
 QE0294                          SUPERSEDED SURVEY CONTROL
 QE0294
 QE0294  NGVD 29 (??/??/92)  232.091  (m)          761.45   (f) ADJ UNCH    1 2
 QE0294
 QE0294.Superseded values are not recommended for survey control.
 QE0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0294.See file dsdata.txt to determine how the superseded data were derived.
 QE0294
 QE0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP306864(NAD 83)
 QE0294_MARKER: DB = BENCH MARK DISK
 QE0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0294_SP_SET: CONCRETE POST
 QE0294_STAMPING: G 356 1943
 QE0294_MARK LOGO: CGS   
 QE0294_PROJECTION: FLUSH
 QE0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0294+STABILITY: SURFACE MOTION
 QE0294
 QE0294  HISTORY     - Date     Condition        Report By
 QE0294  HISTORY     - 1943     MONUMENTED       CGS
 QE0294  HISTORY     - 1981     GOOD             LOCSUR
 QE0294  HISTORY     - 1987     GOOD             NGS
 QE0294  HISTORY     - 1989     GOOD             USPSQD
 QE0294
 QE0294                          STATION DESCRIPTION
 QE0294
 QE0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 QE0294'3.1 MI SW FROM VIDA.
 QE0294'ALONG U.S. HIGHWAY 28, 3.1 MILES SOUTHWEST OF THE POST OFFICE AT VIDA,
 QE0294'3.8 MILES NORTHEAST OF LEABURG, 0.2 MILE WEST OF A TWO STORY WHITE
 QE0294'HOUSE, ACROSS THE HIGHWAY FROM A DIRT ROAD LEADING SOUTHEAST, 8.5 FEET
 QE0294'WEST OF POWER POLE NUMBER 25-30, 78 FEET EAST OF A SOUTHEAST-NORTHWEST
 QE0294'FENCE, 40 FEET NORTH OF THE CENTER OF THE HIGHWAY, 2 FEET SOUTH OF A
 QE0294'REFERENCE POST, PROJECTING 4 INCHES ABOVE THE GROUND.
 QE0294
 QE0294                          STATION RECOVERY (1981)
 QE0294
 QE0294'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 QE0294'75 FEET SOUTHWEST OF DRIVE TO ADDRESS 44455 HIGHWAY 126, 35 FEET
 QE0294'NORTHWEST OF CENTERLINE OF HIGHWAY 126. ALSO OPPOSITE INTERSECTION OF
 QE0294'MT VIEW LANE AND HIGHWAY 126. BRASS CAP IN CONCRETE POST.
 QE0294
 QE0294                          STATION RECOVERY (1987)
 QE0294
 QE0294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE0294'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  35.3 KM
 QE0294'(21.95 MI) EASTERLY ALONG STATE HIGHWAY 126 FROM ITS JUNCTION WITH
 QE0294'SOUTH 5TH STREET IN SPRINGFIELD, 20.8 M (68.2 FT) SOUTHWEST OF THE
 QE0294'CENTER OF A DRIVEWAY LEADING NORTHWEST TO A HOUSE AT 44455 STATE
 QE0294'HIGHWAY 126, 12.2 M (40.0 FT) NORTHWEST OF THE CENTERLINE OF THE
 QE0294'HIGHWAY, AND 7.6 M (24.9 FT) NORTHEAST OF A UTILITY PEDISTAL.
 QE0294'THE MARK IS 0.4 METERS  W FROM  A WOODEN WITNESS POST
 QE0294'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
 QE0294
 QE0294                          STATION RECOVERY (1989)
 QE0294
 QE0294'RECOVERY NOTE BY US POWER SQUADRON 1989 (JW)
 QE0294'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0278 ***********************************************************************
 NY0278  DESIGNATION -  G 357
 NY0278  PID         -  NY0278
 NY0278  STATE/COUNTY-  OR/KLAMATH
 NY0278  USGS QUAD   -  BEATTY (1988)
 NY0278
 NY0278                         *CURRENT SURVEY CONTROL
 NY0278  ___________________________________________________________________
 NY0278* NAD 83(1986)-  42 24 54.     (N)    121 19 56.     (W)     SCALED    
 NY0278* NAVD 88     -      1319.246  (meters)    4328.23   (feet)  ADJUSTED  
 NY0278  ___________________________________________________________________
 NY0278  GEOID HEIGHT-         -21.89  (meters)                     GEOID03
 NY0278  DYNAMIC HT  -        1318.460 (meters)    4325.65  (feet)  COMP
 NY0278  MODELED GRAV-     979,979.7   (mgal)                       NAVD 88
 NY0278
 NY0278  VERT ORDER  -  FIRST     CLASS II
 NY0278
 NY0278.The horizontal coordinates were scaled from a topographic map and have
 NY0278.an estimated accuracy of +/- 6 seconds.
 NY0278
 NY0278.The orthometric height was determined by differential leveling
 NY0278.and adjusted in June 1991.
 NY0278
 NY0278.The geoid height was determined by GEOID03.
 NY0278
 NY0278.The dynamic height is computed by dividing the NAVD 88
 NY0278.geopotential number by the normal gravity value computed on the
 NY0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0278.degrees latitude (g = 980.6199 gals.).
 NY0278
 NY0278.The modeled gravity was interpolated from observed gravity values.
 NY0278
 NY0278;                    North         East    Units  Estimated Accuracy
 NY0278;SPC OR S     -    83,470.    1,431,500.      MT  (+/- 180 meters Scaled)
 NY0278
 NY0278                          SUPERSEDED SURVEY CONTROL
 NY0278
 NY0278  NGVD 29 (??/??/92) 1318.130  (m)         4324.56   (f) ADJ UNCH    1 2
 NY0278
 NY0278.Superseded values are not recommended for survey control.
 NY0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0278.See file dsdata.txt to determine how the superseded data were derived.
 NY0278
 NY0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM372972(NAD 83)
 NY0278_MARKER: DB = BENCH MARK DISK
 NY0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NY0278_STAMPING: G 357 1942
 NY0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0278+STABILITY: SURFACE MOTION
 NY0278
 NY0278  HISTORY     - Date     Condition        Report By
 NY0278  HISTORY     - 1942     MONUMENTED       CGS
 NY0278  HISTORY     - 1968     GOOD             NGS
 NY0278
 NY0278                          STATION DESCRIPTION
 NY0278
 NY0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NY0278'18.1 MI E FROM DAIRY.
 NY0278'18.1 MILES EAST OF POST OFFICE ALONG LAKEVIEW ROAD, 52 FEET SOUTH OF
 NY0278'CENTER LINE OF ROAD, 24 FEET EAST OF ROAD LEADING INTO LARGE BARN, 18
 NY0278'FEET NORTH OF ROUND CULVERT, 1 FOOT NORTH OF FENCE LINE, LEVEL WITH
 NY0278'ROAD.  WITNESS POST SET.
 NY0278
 NY0278                          STATION RECOVERY (1968)
 NY0278
 NY0278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 NY0278'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0494 ***********************************************************************
 PB0494  DESIGNATION -  G 358
 PB0494  PID         -  PB0494
 PB0494  STATE/COUNTY-  OR/DESCHUTES
 PB0494  USGS QUAD   -  CRANE PRAIRIE RESERV (1981)
 PB0494
 PB0494                         *CURRENT SURVEY CONTROL
 PB0494  ___________________________________________________________________
 PB0494* NAD 83(1986)-  43 48 12.     (N)    121 50 34.     (W)     SCALED    
 PB0494* NAVD 88     -      1389.260  (meters)    4557.93   (feet)  ADJUSTED  
 PB0494  ___________________________________________________________________
 PB0494  GEOID HEIGHT-         -21.03  (meters)                     GEOID03
 PB0494  DYNAMIC HT  -        1388.601 (meters)    4555.77  (feet)  COMP
 PB0494  MODELED GRAV-     980,095.7   (mgal)                       NAVD 88
 PB0494
 PB0494  VERT ORDER  -  SECOND    CLASS 0
 PB0494
 PB0494.The horizontal coordinates were scaled from a topographic map and have
 PB0494.an estimated accuracy of +/- 6 seconds.
 PB0494
 PB0494.The orthometric height was determined by differential leveling
 PB0494.and adjusted in June 1991.
 PB0494
 PB0494.The geoid height was determined by GEOID03.
 PB0494
 PB0494.The dynamic height is computed by dividing the NAVD 88
 PB0494.geopotential number by the normal gravity value computed on the
 PB0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0494.degrees latitude (g = 980.6199 gals.).
 PB0494
 PB0494.The modeled gravity was interpolated from observed gravity values.
 PB0494
 PB0494;                    North         East    Units  Estimated Accuracy
 PB0494;SPC OR S     -   238,220.    1,391,960.      MT  (+/- 180 meters Scaled)
 PB0494
 PB0494                          SUPERSEDED SURVEY CONTROL
 PB0494
 PB0494  NGVD 29 (??/??/92) 1388.008  (m)         4553.82   (f) ADJ UNCH    2 0
 PB0494
 PB0494.Superseded values are not recommended for survey control.
 PB0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0494.See file dsdata.txt to determine how the superseded data were derived.
 PB0494
 PB0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP930506(NAD 83)
 PB0494_MARKER: DB = BENCH MARK DISK
 PB0494_SETTING: 80 = SET IN A BOULDER
 PB0494_SP_SET: BOULDER
 PB0494_STAMPING: G 358 1942
 PB0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0494+STABILITY: SURFACE MOTION
 PB0494_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PB0494+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2002
 PB0494
 PB0494  HISTORY     - Date     Condition        Report By
 PB0494  HISTORY     - 1942     MONUMENTED       CGS
 PB0494  HISTORY     - 20020628 GOOD             INDIV
 PB0494
 PB0494                          STATION DESCRIPTION
 PB0494
 PB0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PB0494'23.8 MI N FROM ODELL LAKE LODGE.
 PB0494'ALONG ELK LAKE ROAD, 23.1 MILES NORTH OF OREGON STATE HIGHWAY 58. 17.0
 PB0494'MILES NORTHEAST OF DAVIS LAKE RANGER STATION.  90 FEET NORTHEAST OF
 PB0494'SIGN POST AT CROSSROADS.  IN LARGE BOULDER 2 FEET ABOVE ROAD LEVEL.
 PB0494'WITNESS POST SET.
 PB0494
 PB0494                          STATION RECOVERY (2002)
 PB0494
 PB0494'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (TT)
 PB0494'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1057 ***********************************************************************
 QD1057  DESIGNATION -  G 359
 QD1057  PID         -  QD1057
 QD1057  STATE/COUNTY-  OR/DESCHUTES
 QD1057  USGS QUAD   -  TUMALO FALLS (1988)
 QD1057
 QD1057                         *CURRENT SURVEY CONTROL
 QD1057  ___________________________________________________________________
 QD1057* NAD 83(1986)-  44 03 29.     (N)    121 36 32.     (W)     SCALED    
 QD1057* NAVD 88     -      1890.542  (meters)    6202.55   (feet)  ADJUSTED  
 QD1057  ___________________________________________________________________
 QD1057  GEOID HEIGHT-         -20.34  (meters)                     GEOID03
 QD1057  DYNAMIC HT  -        1889.569 (meters)    6199.36  (feet)  COMP
 QD1057  MODELED GRAV-     980,035.4   (mgal)                       NAVD 88
 QD1057
 QD1057  VERT ORDER  -  SECOND    CLASS 0
 QD1057
 QD1057.The horizontal coordinates were scaled from a topographic map and have
 QD1057.an estimated accuracy of +/- 6 seconds.
 QD1057
 QD1057.The orthometric height was determined by differential leveling
 QD1057.and adjusted in June 1991.
 QD1057
 QD1057.The geoid height was determined by GEOID03.
 QD1057
 QD1057.The dynamic height is computed by dividing the NAVD 88
 QD1057.geopotential number by the normal gravity value computed on the
 QD1057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1057.degrees latitude (g = 980.6199 gals.).
 QD1057
 QD1057.The modeled gravity was interpolated from observed gravity values.
 QD1057
 QD1057;                    North         East    Units  Estimated Accuracy
 QD1057;SPC OR S     -   266,240.    1,411,150.      MT  (+/- 180 meters Scaled)
 QD1057
 QD1057                          SUPERSEDED SURVEY CONTROL
 QD1057
 QD1057  NGVD 29 (??/??/92) 1889.226  (m)         6198.24   (f) ADJ UNCH    2 0
 QD1057
 QD1057.Superseded values are not recommended for survey control.
 QD1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1057.See file dsdata.txt to determine how the superseded data were derived.
 QD1057
 QD1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP114792(NAD 83)
 QD1057_MARKER: DB = BENCH MARK DISK
 QD1057_SETTING: 80 = SET IN A BOULDER
 QD1057_SP_SET: BOULDER
 QD1057_STAMPING: G-359 1942
 QD1057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD1057+STABILITY: SURFACE MOTION
 QD1057
 QD1057  HISTORY     - Date     Condition        Report By
 QD1057  HISTORY     - 1942     MONUMENTED       CGS
 QD1057  HISTORY     - 19850801 MARK NOT FOUND   USGS
 QD1057
 QD1057                          STATION DESCRIPTION
 QD1057
 QD1057'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QD1057'23.0 MI S FROM SISTERS.
 QD1057'23.0 MILES SOUTH OF P.O. ALONG ELK LAKE ROAD, 7.2 MILES NORTH OF
 QD1057'CENTURY DRIVE, 0.2 MILE NORTHEAST OF ROAD TO TUMALO MEADOW, 48 FEET
 QD1057'NORTH OF AND 3 FEET ABOVE CENTER LINE OF ROAD.
 QD1057
 QD1057                          STATION RECOVERY (1985)
 QD1057
 QD1057'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (DMP)
 QD1057'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0773 ***********************************************************************
 QB0773  DESIGNATION -  G 36
 QB0773  PID         -  QB0773
 QB0773  STATE/COUNTY-  OR/MALHEUR
 QB0773  USGS QUAD   -  IRONSIDE (1990)
 QB0773
 QB0773                         *CURRENT SURVEY CONTROL
 QB0773  ___________________________________________________________________
 QB0773* NAD 83(1986)-  44 18 29.     (N)    117 52 37.     (W)     SCALED    
 QB0773* NAVD 88     -      1159.569  (meters)    3804.35   (feet)  ADJUSTED  
 QB0773  ___________________________________________________________________
 QB0773  GEOID HEIGHT-         -17.57  (meters)                     GEOID03
 QB0773  DYNAMIC HT  -        1159.104 (meters)    3802.83  (feet)  COMP
 QB0773  MODELED GRAV-     980,177.9   (mgal)                       NAVD 88
 QB0773
 QB0773  VERT ORDER  -  FIRST     CLASS II
 QB0773
 QB0773.The horizontal coordinates were scaled from a topographic map and have
 QB0773.an estimated accuracy of +/- 6 seconds.
 QB0773
 QB0773.The orthometric height was determined by differential leveling
 QB0773.and adjusted in June 1991.
 QB0773.WARNING-Repeat measurements at this control monument indicate possible
 QB0773.vertical movement.
 QB0773
 QB0773.The geoid height was determined by GEOID03.
 QB0773
 QB0773.The dynamic height is computed by dividing the NAVD 88
 QB0773.geopotential number by the normal gravity value computed on the
 QB0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0773.degrees latitude (g = 980.6199 gals.).
 QB0773
 QB0773.The modeled gravity was interpolated from observed gravity values.
 QB0773
 QB0773;                    North         East    Units  Estimated Accuracy
 QB0773;SPC OR S     -   296,710.    1,709,280.      MT  (+/- 180 meters Scaled)
 QB0773
 QB0773                          SUPERSEDED SURVEY CONTROL
 QB0773
 QB0773  NGVD 29 (??/??/92) 1158.400  (m)         3800.52   (f) ADJ UNCH    1 2
 QB0773
 QB0773.Superseded values are not recommended for survey control.
 QB0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0773.See file dsdata.txt to determine how the superseded data were derived.
 QB0773
 QB0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK300064(NAD 83)
 QB0773_MARKER: DB = BENCH MARK DISK
 QB0773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0773_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0773_STAMPING: 3800.980 G 36 1930
 QB0773_MARK LOGO: CGS   
 QB0773_PROJECTION: PROJECTING 25 CENTIMETERS
 QB0773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0773+STABILITY: SURFACE MOTION
 QB0773
 QB0773  HISTORY     - Date     Condition        Report By
 QB0773  HISTORY     - 1930     MONUMENTED       CGS
 QB0773  HISTORY     - 1963     GOOD             NGS
 QB0773  HISTORY     - 1985     GOOD             NGS
 QB0773
 QB0773                          STATION DESCRIPTION
 QB0773
 QB0773'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 QB0773'3.5 MI E FROM IRONSIDE.
 QB0773'3.5 MILES EAST ALONG U.S. HIGHWAY 26 FROM THE POST OFFICE AT IRONSIDE,
 QB0773'0.4 MILE WEST OF MILE POST NO. 235, 165 FEET EAST OF BENCH MARK F 36
 QB0773'(O.S.H.D.), 69 FEET SOUTHEAST OF THE SOUTH END OF A CONCRETE CULVERT
 QB0773'UNDER THE HIGHWAY, 49 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 2 FEET
 QB0773'NORTH OF A FENCE, 0.5 FOOT WEST OF A METAL WITNESS POST AND ABOUT 2
 QB0773'FEET ABOVE THE LEVEL OF THE HIGHWAY.  THE MONUMENT PROJECTS 10 INCHES.
 QB0773
 QB0773                          STATION RECOVERY (1985)
 QB0773
 QB0773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QB0773'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  5.55 KM
 QB0773'(3.45 MI) EAST ALONG US HIGHWAY 26 FROM THE POST OFFICE AT IRONSIDE,
 QB0773'AT THE CREST OF A GRADE, 0.62 KM (0.39 MI) WEST OF MILEPOST 235,
 QB0773'14.9 METERS (49 FT) SOUTH OF THE HIGHWAY CENTERLINE, 50.3 METERS
 QB0773'EAST-SOUTHEAST OF THE SOUTH END OF A PIPE CULVERT AND 0.6 METER (2 FT)
 QB0773'NORTH OF THE RIGHT OF WAY FENCE.
 QB0773'THE MARK IS 0.2 METERS  W FROM  A WITNESS POST
 QB0773'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0873 ***********************************************************************
 QE0873  DESIGNATION -  G 360
 QE0873  PID         -  QE0873
 QE0873  STATE/COUNTY-  OR/LANE
 QE0873  USGS QUAD   -  EUGENE EAST (1986)
 QE0873
 QE0873                         *CURRENT SURVEY CONTROL
 QE0873  ___________________________________________________________________
 QE0873* NAD 83(1986)-  44 02 42.     (N)    123 07 03.     (W)     SCALED    
 QE0873* NAVD 88     -       126.582  (meters)     415.29   (feet)  ADJUSTED  
 QE0873  ___________________________________________________________________
 QE0873  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 QE0873  DYNAMIC HT  -         126.564 (meters)     415.24  (feet)  COMP
 QE0873  MODELED GRAV-     980,479.2   (mgal)                       NAVD 88
 QE0873
 QE0873  VERT ORDER  -  FIRST     CLASS II
 QE0873
 QE0873.The horizontal coordinates were scaled from a topographic map and have
 QE0873.an estimated accuracy of +/- 6 seconds.
 QE0873
 QE0873.The orthometric height was determined by differential leveling
 QE0873.and adjusted in June 1991.
 QE0873
 QE0873.The geoid height was determined by GEOID03.
 QE0873
 QE0873.The dynamic height is computed by dividing the NAVD 88
 QE0873.geopotential number by the normal gravity value computed on the
 QE0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0873.degrees latitude (g = 980.6199 gals.).
 QE0873
 QE0873.The modeled gravity was interpolated from observed gravity values.
 QE0873
 QE0873;                    North         East    Units  Estimated Accuracy
 QE0873;SPC OR S     -   267,480.    1,290,250.      MT  (+/- 180 meters Scaled)
 QE0873
 QE0873                          SUPERSEDED SURVEY CONTROL
 QE0873
 QE0873  NGVD 29 (??/??/92)  125.480  (m)          411.68   (f) ADJ UNCH    1 2
 QE0873
 QE0873.Superseded values are not recommended for survey control.
 QE0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0873.See file dsdata.txt to determine how the superseded data were derived.
 QE0873
 QE0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP905768(NAD 83)
 QE0873_MARKER: DB = BENCH MARK DISK
 QE0873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0873_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0873_STAMPING: G 360 1943
 QE0873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0873+STABILITY: SURFACE MOTION
 QE0873
 QE0873  HISTORY     - Date     Condition        Report By
 QE0873  HISTORY     - 1943     MONUMENTED       CGS
 QE0873  HISTORY     - 1966     MARK NOT FOUND   NGS
 QE0873
 QE0873                          STATION DESCRIPTION
 QE0873
 QE0873'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 QE0873'1.6 MI SW FROM EUGENE.
 QE0873'THIS MARK IS ABOUT 1.6 MILES SOUTHWEST ALONG STREETS TO THE EUGENE
 QE0873'AIRPORT FROM THE POST OFFICE AT EUGENE, LANE COUNTY, SET IN THE
 QE0873'SOUTHEAST ANGLE OF THE INTERSECTION OF CHAMBERS STREET AND 13 TH
 QE0873'AVENUE WEST, 30.0 FEET SOUTH OF THE CENTER LINE OF 13 TH AVENUE WEST,
 QE0873'35.0 FEET EAST OF THE CENTER LINE CHAMBERS STREET, PROJECTING ABOUT
 QE0873'3-INCHES ABOVE THE GROUND, 2.0 FEET NORTHWEST OF A WHITE REFERENCE
 QE0873'POST.
 QE0873
 QE0873                          STATION RECOVERY (1966)
 QE0873
 QE0873'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 QE0873'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0532 ***********************************************************************
 PC0532  DESIGNATION -  G 361
 PC0532  PID         -  PC0532
 PC0532  STATE/COUNTY-  OR/DOUGLAS
 PC0532  USGS QUAD   -  SITKUM (1990)
 PC0532
 PC0532                         *CURRENT SURVEY CONTROL
 PC0532  ___________________________________________________________________
 PC0532* NAD 83(1986)-  43 14 34.     (N)    123 45 11.     (W)     SCALED    
 PC0532* NAVD 88     -       808.341  (meters)    2652.03   (feet)  POSTED    
 PC0532  ___________________________________________________________________
 PC0532  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 PC0532  DYNAMIC HT  -         808.090 (meters)    2651.21  (feet)  COMP
 PC0532  MODELED GRAV-     980,281.8   (mgal)                       NAVD 88
 PC0532
 PC0532  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 PC0532
 PC0532.The horizontal coordinates were scaled from a topographic map and have
 PC0532.an estimated accuracy of +/- 6 seconds.
 PC0532
 PC0532.The orthometric height was determined by differential leveling
 PC0532.and adjusted by the  in 1992.
 PC0532.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 PC0532.was located on a no-check spur therefore a value was not computed.
 PC0532.No vertical observational check was made to the station.
 PC0532
 PC0532.The geoid height was determined by GEOID03.
 PC0532
 PC0532.The dynamic height is computed by dividing the NAVD 88
 PC0532.geopotential number by the normal gravity value computed on the
 PC0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0532.degrees latitude (g = 980.6199 gals.).
 PC0532
 PC0532.The modeled gravity was interpolated from observed gravity values.
 PC0532
 PC0532;                    North         East    Units  Estimated Accuracy
 PC0532;SPC OR S     -   180,210.    1,235,880.      MT  (+/- 180 meters Scaled)
 PC0532
 PC0532                          SUPERSEDED SURVEY CONTROL
 PC0532
 PC0532  NGVD 29 (??/??/92)  807.260  (m)         2648.49   (f) ADJ UNCH    2 0
 PC0532
 PC0532.Superseded values are not recommended for survey control.
 PC0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0532.See file dsdata.txt to determine how the superseded data were derived.
 PC0532
 PC0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN388880(NAD 83)
 PC0532_MARKER: DB = BENCH MARK DISK
 PC0532_SETTING: 0 = UNSPECIFIED SETTING
 PC0532_STAMPING: G 361 1942
 PC0532_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PC0532
 PC0532  HISTORY     - Date     Condition        Report By
 PC0532  HISTORY     - 1942     MONUMENTED       CGS
 PC0532  HISTORY     - 1974     MARK NOT FOUND   NGS
 PC0532
 PC0532                          STATION DESCRIPTION
 PC0532
 PC0532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 PC0532'21.9 MI NW FROM TENMILE.
 PC0532'ALONG A GRAVELED ROAD FROM TENMILE TO TIOGA, 30 FEET EAST OF A
 PC0532'TRIANGULAR BLAZED 40 INCH FIR TREE, 15 FEET EAST OF THE CENTER LINE OF
 PC0532'THE ROAD.  NOTE-- THE ROAD HAS BEEN IMPROVED AT THIS MILEAGE, AND THIS
 PC0532'MARK MAY HAVE BEEN DESTROYED, AS 15 FEET FROM THE CENTER LINE WOULD
 PC0532'POSITION THE MARK IN THE GRADER DITCH.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0189 ***********************************************************************
 PC0189  DESIGNATION -  G 362
 PC0189  PID         -  PC0189
 PC0189  STATE/COUNTY-  OR/LANE
 PC0189  USGS QUAD   -  LOWELL (1986)
 PC0189
 PC0189                         *CURRENT SURVEY CONTROL
 PC0189  ___________________________________________________________________
 PC0189* NAD 83(1986)-  43 54 27.     (N)    122 46 44.     (W)     SCALED    
 PC0189* NAVD 88     -       214.390  (meters)     703.38   (feet)  ADJUSTED  
 PC0189  ___________________________________________________________________
 PC0189  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 PC0189  DYNAMIC HT  -         214.342 (meters)     703.22  (feet)  COMP
 PC0189  MODELED GRAV-     980,391.6   (mgal)                       NAVD 88
 PC0189
 PC0189  VERT ORDER  -  SECOND    CLASS 0
 PC0189
 PC0189.The horizontal coordinates were scaled from a topographic map and have
 PC0189.an estimated accuracy of +/- 6 seconds.
 PC0189
 PC0189.The orthometric height was determined by differential leveling
 PC0189.and adjusted in June 1991.
 PC0189
 PC0189.The geoid height was determined by GEOID03.
 PC0189
 PC0189.The dynamic height is computed by dividing the NAVD 88
 PC0189.geopotential number by the normal gravity value computed on the
 PC0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0189.degrees latitude (g = 980.6199 gals.).
 PC0189
 PC0189.The modeled gravity was interpolated from observed gravity values.
 PC0189
 PC0189;                    North         East    Units  Estimated Accuracy
 PC0189;SPC OR S     -   251,420.    1,316,960.      MT  (+/- 180 meters Scaled)
 PC0189
 PC0189                          SUPERSEDED SURVEY CONTROL
 PC0189
 PC0189  NGVD 29 (??/??/92)  213.278  (m)          699.73   (f) ADJ UNCH    2 0
 PC0189
 PC0189.Superseded values are not recommended for survey control.
 PC0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0189.See file dsdata.txt to determine how the superseded data were derived.
 PC0189
 PC0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP177616(NAD 83)
 PC0189_MARKER: DB = BENCH MARK DISK
 PC0189_SETTING: 80 = SET IN A BOULDER
 PC0189_SP_SET: BOULDER
 PC0189_STAMPING: G 362 1942
 PC0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0189+STABILITY: SURFACE MOTION
 PC0189
 PC0189  HISTORY     - Date     Condition        Report By
 PC0189  HISTORY     - 1942     MONUMENTED       CGS
 PC0189  HISTORY     - 1954     MARK NOT FOUND   NGS
 PC0189
 PC0189                          STATION DESCRIPTION
 PC0189
 PC0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PC0189'13.7 MI SE FROM GOSHEN.
 PC0189'13.7 MILES SOUTHEAST OF THE POST OFFICE.  ALONG STATE HIGHWAY 58, 40
 PC0189'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 160 FEET SOUTHWEST OF
 PC0189'THE OFFICE OF THE NOISY CREED CABIN CAMP, 150 FEET SOUTH OF THE LOWELL
 PC0189'BRIDGE AND SET IN THE TOP OF A SMALL BOULDER.  WITNESS POST SET.
 PC0189
 PC0189                          STATION RECOVERY (1954)
 PC0189
 PC0189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 PC0189'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0516 ***********************************************************************
 PB0516  DESIGNATION -  G 363
 PB0516  PID         -  PB0516
 PB0516  STATE/COUNTY-  OR/KLAMATH
 PB0516  USGS QUAD   -  ODELL LAKE (1981)
 PB0516
 PB0516                         *CURRENT SURVEY CONTROL
 PB0516  ___________________________________________________________________
 PB0516* NAD 83(1986)-  43 34 14.     (N)    121 54 34.     (W)     SCALED    
 PB0516* NAVD 88     -      1398.428  (meters)    4588.01   (feet)  ADJUSTED  
 PB0516  ___________________________________________________________________
 PB0516  GEOID HEIGHT-         -21.13  (meters)                     GEOID03
 PB0516  DYNAMIC HT  -        1397.729 (meters)    4585.72  (feet)  COMP
 PB0516  MODELED GRAV-     980,070.1   (mgal)                       NAVD 88
 PB0516
 PB0516  VERT ORDER  -  SECOND    CLASS 0
 PB0516
 PB0516.The horizontal coordinates were scaled from a topographic map and have
 PB0516.an estimated accuracy of +/- 6 seconds.
 PB0516
 PB0516.The orthometric height was determined by differential leveling
 PB0516.and adjusted in June 1991.
 PB0516
 PB0516.The geoid height was determined by GEOID03.
 PB0516
 PB0516.The dynamic height is computed by dividing the NAVD 88
 PB0516.geopotential number by the normal gravity value computed on the
 PB0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0516.degrees latitude (g = 980.6199 gals.).
 PB0516
 PB0516.The modeled gravity was interpolated from observed gravity values.
 PB0516
 PB0516;                    North         East    Units  Estimated Accuracy
 PB0516;SPC OR S     -   212,450.    1,386,160.      MT  (+/- 180 meters Scaled)
 PB0516
 PB0516                          SUPERSEDED SURVEY CONTROL
 PB0516
 PB0516  NGVD 29 (??/??/92) 1397.141  (m)         4583.79   (f) ADJ UNCH    2 0
 PB0516
 PB0516.Superseded values are not recommended for survey control.
 PB0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0516.See file dsdata.txt to determine how the superseded data were derived.
 PB0516
 PB0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP880247(NAD 83)
 PB0516_MARKER: DB = BENCH MARK DISK
 PB0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0516_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0516_STAMPING: G 363 1942
 PB0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0516+STABILITY: SURFACE MOTION
 PB0516
 PB0516  HISTORY     - Date     Condition        Report By
 PB0516  HISTORY     - 1942     MONUMENTED       CGS
 PB0516  HISTORY     - 1943     GOOD             NGS
 PB0516
 PB0516                          STATION DESCRIPTION
 PB0516
 PB0516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PB0516'7.1 MI N FROM CRESCENT LAKE.
 PB0516'ABOUT 7.1 MILES NORTH ALONG THE ELK LAKE ROAD FROM THE RAILROAD
 PB0516'STATION AT CRESCENT LAKE, KLAMATH COUNTY, 3.1 MILES NORTH OF STATE
 PB0516'HIGHWAY 58, 0.5 MILE EAST OF MCCORD CABIN SPRINGS, 19.0 FEET SOUTH OF
 PB0516'THE CENTER LINE OF THE ELK LAKE ROAD, PROJECTING ABOUT 8-INCHES ABOVE
 PB0516'THE GROUND, 2.0 FEET NORTH OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0906 ***********************************************************************
 QD0906  DESIGNATION -  G 364
 QD0906  PID         -  QD0906
 QD0906  STATE/COUNTY-  OR/DESCHUTES
 QD0906  USGS QUAD   -  BEND AIRPORT (1962)
 QD0906
 QD0906                         *CURRENT SURVEY CONTROL
 QD0906  ___________________________________________________________________
 QD0906* NAD 83(1986)-  44 02 14.     (N)    121 09 10.     (W)     SCALED    
 QD0906* NAVD 88     -      1084.077  (meters)    3556.68   (feet)  ADJUSTED  
 QD0906  ___________________________________________________________________
 QD0906  GEOID HEIGHT-         -20.82  (meters)                     GEOID03
 QD0906  DYNAMIC HT  -        1083.658 (meters)    3555.30  (feet)  COMP
 QD0906  MODELED GRAV-     980,195.1   (mgal)                       NAVD 88
 QD0906
 QD0906  VERT ORDER  -  FIRST     CLASS II
 QD0906
 QD0906.The horizontal coordinates were scaled from a topographic map and have
 QD0906.an estimated accuracy of +/- 6 seconds.
 QD0906
 QD0906.The orthometric height was determined by differential leveling
 QD0906.and adjusted in June 1991.
 QD0906
 QD0906.The geoid height was determined by GEOID03.
 QD0906
 QD0906.The dynamic height is computed by dividing the NAVD 88
 QD0906.geopotential number by the normal gravity value computed on the
 QD0906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0906.degrees latitude (g = 980.6199 gals.).
 QD0906
 QD0906.The modeled gravity was interpolated from observed gravity values.
 QD0906
 QD0906;                    North         East    Units  Estimated Accuracy
 QD0906;SPC OR S     -   263,540.    1,447,680.      MT  (+/- 180 meters Scaled)
 QD0906
 QD0906                          SUPERSEDED SURVEY CONTROL
 QD0906
 QD0906  NGVD 29 (??/??/92) 1082.927  (m)         3552.90   (f) ADJ UNCH    1 2
 QD0906
 QD0906.Superseded values are not recommended for survey control.
 QD0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0906.See file dsdata.txt to determine how the superseded data were derived.
 QD0906
 QD0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP480776(NAD 83)
 QD0906_MARKER: DD = SURVEY DISK
 QD0906_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QD0906_SP_SET: BRIDGE CURB
 QD0906_STAMPING: G 364 1943
 QD0906_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QD0906
 QD0906  HISTORY     - Date     Condition        Report By
 QD0906  HISTORY     - 1943     MONUMENTED       ORDT
 QD0906  HISTORY     - 1943     GOOD             NGS
 QD0906
 QD0906                          STATION DESCRIPTION
 QD0906
 QD0906'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QD0906'8.1 MI SE FROM BEND.
 QD0906'THIS MARK IS ABOUT 8.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 20 FROM THE
 QD0906'RAILWAY STATION AT BEND, SET IN TOP OF THE WEST END OF THE NORTH CURB
 QD0906'OF THE BRIDGE OVER CENTRAL OREGON CANAL, 12.0 FEET NORTH OF THE CENTER
 QD0906'LINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1220 ***********************************************************************
 QD1220  DESIGNATION -  G 365
 QD1220  PID         -  QD1220
 QD1220  STATE/COUNTY-  OR/WASCO
 QD1220  USGS QUAD   -  PINHEAD BUTTES (1997)
 QD1220
 QD1220                         *CURRENT SURVEY CONTROL
 QD1220  ___________________________________________________________________
 QD1220* NAD 83(1986)-  44 59 58.     (N)    121 45 44.     (W)     SCALED    
 QD1220* NAVD 88     -      1145.380  (meters)    3757.80   (feet)  ADJUSTED  
 QD1220  ___________________________________________________________________
 QD1220  GEOID HEIGHT-         -21.06  (meters)                     GEOID03
 QD1220  DYNAMIC HT  -        1145.042 (meters)    3756.69  (feet)  COMP
 QD1220  MODELED GRAV-     980,281.4   (mgal)                       NAVD 88
 QD1220
 QD1220  VERT ORDER  -  SECOND    CLASS 0
 QD1220
 QD1220.The horizontal coordinates were scaled from a topographic map and have
 QD1220.an estimated accuracy of +/- 6 seconds.
 QD1220
 QD1220.The orthometric height was determined by differential leveling
 QD1220.and adjusted in June 1991.
 QD1220
 QD1220.The geoid height was determined by GEOID03.
 QD1220
 QD1220.The dynamic height is computed by dividing the NAVD 88
 QD1220.geopotential number by the normal gravity value computed on the
 QD1220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1220.degrees latitude (g = 980.6199 gals.).
 QD1220
 QD1220.The modeled gravity was interpolated from observed gravity values.
 QD1220
 QD1220;                    North         East    Units  Estimated Accuracy
 QD1220;SPC OR N     -   148,880.    2,400,490.      MT  (+/- 180 meters Scaled)
 QD1220
 QD1220                          SUPERSEDED SURVEY CONTROL
 QD1220
 QD1220  NGVD 29 (??/??/92) 1144.238  (m)         3754.05   (f) ADJ UNCH    2 0
 QD1220
 QD1220.Superseded values are not recommended for survey control.
 QD1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1220.See file dsdata.txt to determine how the superseded data were derived.
 QD1220
 QD1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ975836(NAD 83)
 QD1220_MARKER: DB = BENCH MARK DISK
 QD1220_SETTING: 80 = SET IN A BOULDER
 QD1220_SP_SET: BOULDER
 QD1220_STAMPING: G 365 1942
 QD1220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD1220+STABILITY: SURFACE MOTION
 QD1220
 QD1220  HISTORY     - Date     Condition        Report By
 QD1220  HISTORY     - 1942     MONUMENTED       CGS
 QD1220  HISTORY     - 1943     GOOD             NGS
 QD1220
 QD1220                          STATION DESCRIPTION
 QD1220
 QD1220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QD1220'9.2 MI S FROM CLACKAMAS RANGER STATION.
 QD1220'ABOUT 9.2 MILES SOUTH ALONG THE OREGON SKYLINE ROAD FROM CLACKAMAS
 QD1220'RANGER STATION 0.2 MILE SOUTH OF MILEPOST 18, SET ON THE INSIDE OF A
 QD1220'CURVE IN THE TOP OF A BOULDER, 17.0 FEET WEST OF THE CENTER LINE OF
 QD1220'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0686 ***********************************************************************
 QD0686  DESIGNATION -  G 366
 QD0686  PID         -  QD0686
 QD0686  STATE/COUNTY-  OR/JEFFERSON
 QD0686  USGS QUAD   -  CULVER (1992)
 QD0686
 QD0686                         *CURRENT SURVEY CONTROL
 QD0686  ___________________________________________________________________
 QD0686* NAD 83(1986)-  44 30 35.     (N)    121 12 58.     (W)     SCALED    
 QD0686* NAVD 88     -       811.718  (meters)    2663.11   (feet)  ADJUSTED  
 QD0686  ___________________________________________________________________
 QD0686  GEOID HEIGHT-         -21.23  (meters)                     GEOID03
 QD0686  DYNAMIC HT  -         811.495 (meters)    2662.38  (feet)  COMP
 QD0686  MODELED GRAV-     980,316.3   (mgal)                       NAVD 88
 QD0686
 QD0686  VERT ORDER  -  SECOND    CLASS 0
 QD0686
 QD0686.The horizontal coordinates were scaled from a topographic map and have
 QD0686.an estimated accuracy of +/- 6 seconds.
 QD0686
 QD0686.The orthometric height was determined by differential leveling
 QD0686.and adjusted in June 1991.
 QD0686
 QD0686.The geoid height was determined by GEOID03.
 QD0686
 QD0686.The dynamic height is computed by dividing the NAVD 88
 QD0686.geopotential number by the normal gravity value computed on the
 QD0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0686.degrees latitude (g = 980.6199 gals.).
 QD0686
 QD0686.The modeled gravity was interpolated from observed gravity values.
 QD0686
 QD0686;                    North         East    Units  Estimated Accuracy
 QD0686;SPC OR N     -    93,940.    2,443,060.      MT  (+/- 180 meters Scaled)
 QD0686
 QD0686                          SUPERSEDED SURVEY CONTROL
 QD0686
 QD0686  NGVD 29 (??/??/92)  810.63   (m)         2659.5    (f) COMPUTED    2 0
 QD0686
 QD0686.Superseded values are not recommended for survey control.
 QD0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0686.See file dsdata.txt to determine how the superseded data were derived.
 QD0686
 QD0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ417300(NAD 83)
 QD0686_MARKER: DB = BENCH MARK DISK
 QD0686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD0686_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QD0686_STAMPING: G 366 1942
 QD0686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0686+STABILITY: SURFACE MOTION
 QD0686
 QD0686  HISTORY     - Date     Condition        Report By
 QD0686  HISTORY     - 1942     MONUMENTED       CGS
 QD0686  HISTORY     - 1961     MARK NOT FOUND   NGS
 QD0686  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 QD0686
 QD0686                          STATION DESCRIPTION
 QD0686
 QD0686'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QD0686'1.3 MI SW FROM CULVER.
 QD0686'ALONG THE UNION PACIFIC RAILROAD FROM THE RAILROAD STATION, 111 FEET
 QD0686'NORTH OF AN OLD RAILROAD CROSSING, 75 FEET WEST OF THE CENTERLINE OF
 QD0686'THE RAILROAD.  NOTE-- SHOULD READ 48 FEET WEST OF THE CENTER LINE OF
 QD0686'THE TRACK INSTEAD OF 75 FEET.
 QD0686
 QD0686                          STATION RECOVERY (1961)
 QD0686
 QD0686'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 QD0686'MARK NOT FOUND.
 QD0686
 QD0686                          STATION RECOVERY (1985)
 QD0686
 QD0686'RECOVERY NOTE BY US POWER SQUADRON 1985
 QD0686'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0467 ***********************************************************************
 QD0467  DESIGNATION -  G 368
 QD0467  PID         -  QD0467
 QD0467  STATE/COUNTY-  OR/WASCO
 QD0467  USGS QUAD   -  ANTELOPE (1987)
 QD0467
 QD0467                         *CURRENT SURVEY CONTROL
 QD0467  ___________________________________________________________________
 QD0467* NAD 83(1986)-  44 53 47.     (N)    120 38 18.     (W)     SCALED    
 QD0467* NAVD 88     -      1008.122  (meters)    3307.48   (feet)  ADJUSTED  
 QD0467  ___________________________________________________________________
 QD0467  GEOID HEIGHT-         -20.45  (meters)                     GEOID03
 QD0467  DYNAMIC HT  -        1007.857 (meters)    3306.61  (feet)  COMP
 QD0467  MODELED GRAV-     980,318.9   (mgal)                       NAVD 88
 QD0467
 QD0467  VERT ORDER  -  FIRST     CLASS II
 QD0467
 QD0467.The horizontal coordinates were scaled from a topographic map and have
 QD0467.an estimated accuracy of +/- 6 seconds.
 QD0467
 QD0467.The orthometric height was determined by differential leveling
 QD0467.and adjusted in June 1991.
 QD0467
 QD0467.The geoid height was determined by GEOID03.
 QD0467
 QD0467.The dynamic height is computed by dividing the NAVD 88
 QD0467.geopotential number by the normal gravity value computed on the
 QD0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0467.degrees latitude (g = 980.6199 gals.).
 QD0467
 QD0467.The modeled gravity was interpolated from observed gravity values.
 QD0467
 QD0467;                    North         East    Units  Estimated Accuracy
 QD0467;SPC OR N     -   136,660.    2,489,070.      MT  (+/- 180 meters Scaled)
 QD0467
 QD0467                          SUPERSEDED SURVEY CONTROL
 QD0467
 QD0467  NGVD 29 (??/??/92) 1006.966  (m)         3303.69   (f) ADJ UNCH    1 2
 QD0467
 QD0467.Superseded values are not recommended for survey control.
 QD0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0467.See file dsdata.txt to determine how the superseded data were derived.
 QD0467
 QD0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ864741(NAD 83)
 QD0467_MARKER: DB = BENCH MARK DISK
 QD0467_SETTING: 66 = SET IN ROCK OUTCROP
 QD0467_SP_SET: ROCK OUTCROP
 QD0467_STAMPING: G 368 1942
 QD0467_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QD0467+STABILITY: POSITION/ELEVATION WELL
 QD0467
 QD0467  HISTORY     - Date     Condition        Report By
 QD0467  HISTORY     - 1942     MONUMENTED       CGS
 QD0467  HISTORY     - 1943     GOOD             NGS
 QD0467
 QD0467                          STATION DESCRIPTION
 QD0467
 QD0467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QD0467'4.8 MI E FROM ANTELOPE.
 QD0467'THIS MARK IS ABOUT 4.8 MILES EAST ALONG THE ANTELOPE-FOSSIL ROAD FROM
 QD0467'THE POST OFFICE AT ANTELOPE, WASCO COUNTY, ABOUT 100 FEET NORTHEAST OF
 QD0467'THE NORTHEAST END OF A CURVE AROUND A HILL, 23.3 FEET SOUTHEAST OF A
 QD0467'NORTHEAST-SOUTHWEST FENCE, 6.0 FEET WEST OF A LONE BUSH, 28.0 FEET
 QD0467'NORTH NORTHWEST OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF A
 QD0467'ROCK OUTCROP, LEVEL WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0572 ***********************************************************************
 PB0572  DESIGNATION -  G 369 RESET
 PB0572  PID         -  PB0572
 PB0572  STATE/COUNTY-  OR/DESCHUTES
 PB0572  USGS QUAD   -  WANOGA BUTTE (1981)
 PB0572
 PB0572                         *CURRENT SURVEY CONTROL
 PB0572  ___________________________________________________________________
 PB0572* NAD 83(1986)-  43 58 56.     (N)    121 37 14.     (W)     SCALED    
 PB0572* NAVD 88     -      1806.01   (meters)    5925.2    (feet)  RESET     
 PB0572  ___________________________________________________________________
 PB0572  GEOID HEIGHT-         -20.42  (meters)                     GEOID03
 PB0572  VERT ORDER  -  THIRD
 PB0572
 PB0572.The horizontal coordinates were scaled from a topographic map and have
 PB0572.an estimated accuracy of +/- 6 seconds.
 PB0572
 PB0572.The orthometric height was computed from unverified reset data.
 PB0572
 PB0572.The geoid height was determined by GEOID03.
 PB0572
 PB0572;                    North         East    Units  Estimated Accuracy
 PB0572;SPC OR S     -   257,830.    1,410,100.      MT  (+/- 180 meters Scaled)
 PB0572
 PB0572                          SUPERSEDED SURVEY CONTROL
 PB0572
 PB0572.No superseded survey control is available for this station.
 PB0572
 PB0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP106708(NAD 83)
 PB0572_MARKER: DB = BENCH MARK DISK
 PB0572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0572_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0572_STAMPING: G 369 RESET 1963
 PB0572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0572+STABILITY: SURFACE MOTION
 PB0572
 PB0572  HISTORY     - Date     Condition        Report By
 PB0572  HISTORY     - 1963     MONUMENTED       CGS
 PB0572
 PB0572                          STATION DESCRIPTION
 PB0572
 PB0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PB0572'18.6 MI SW FROM BEND.
 PB0572'18.6 MILES SOUTHWEST ALONG CENTURY DRIVE FROM THE POST OFFICE AT BEND,
 PB0572'DESCHUTES COUNTY, 70 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 60 FEET
 PB0572'WEST OF A DIM WOODS ROAD, 0.5 FOOT EAST OF A METAL WITNESS POST, ABOUT
 PB0572'2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A 12-INCH
 PB0572'SQUARE CONCRETE POST THAT PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0339 ***********************************************************************
 QC0339  DESIGNATION -  G 37
 QC0339  PID         -  QC0339
 QC0339  STATE/COUNTY-  OR/GRANT
 QC0339  USGS QUAD   -  WOLFINGER BUTTE (1983)
 QC0339
 QC0339                         *CURRENT SURVEY CONTROL
 QC0339  ___________________________________________________________________
 QC0339* NAD 83(1986)-  44 24 48.     (N)    119 10 43.     (W)     SCALED    
 QC0339* NAVD 88     -       851.137  (meters)    2792.44   (feet)  ADJUSTED  
 QC0339  ___________________________________________________________________
 QC0339  GEOID HEIGHT-         -18.44  (meters)                     GEOID03
 QC0339  DYNAMIC HT  -         850.844 (meters)    2791.48  (feet)  COMP
 QC0339  MODELED GRAV-     980,245.8   (mgal)                       NAVD 88
 QC0339
 QC0339  VERT ORDER  -  FIRST     CLASS II
 QC0339
 QC0339.The horizontal coordinates were scaled from a topographic map and have
 QC0339.an estimated accuracy of +/- 6 seconds.
 QC0339
 QC0339.The orthometric height was determined by differential leveling
 QC0339.and adjusted in June 1991.
 QC0339.WARNING-Repeat measurements at this control monument indicate possible
 QC0339.vertical movement.
 QC0339
 QC0339.The geoid height was determined by GEOID03.
 QC0339
 QC0339.The dynamic height is computed by dividing the NAVD 88
 QC0339.geopotential number by the normal gravity value computed on the
 QC0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0339.degrees latitude (g = 980.6199 gals.).
 QC0339
 QC0339.The modeled gravity was interpolated from observed gravity values.
 QC0339
 QC0339;                    North         East    Units  Estimated Accuracy
 QC0339;SPC OR N     -    83,830.    2,605,240.      MT  (+/- 180 meters Scaled)
 QC0339
 QC0339                          SUPERSEDED SURVEY CONTROL
 QC0339
 QC0339  NGVD 29 (??/??/92)  850.118  (m)         2789.10   (f) ADJ UNCH    1 2
 QC0339
 QC0339.Superseded values are not recommended for survey control.
 QC0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0339.See file dsdata.txt to determine how the superseded data were derived.
 QC0339
 QC0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK265200(NAD 83)
 QC0339_MARKER: DB = BENCH MARK DISK
 QC0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0339_SP_SET: SQUARE CONCRETE MONUMENT
 QC0339_STAMPING: G 37 1930
 QC0339_MARK LOGO: CGS   
 QC0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0339+STABILITY: SURFACE MOTION
 QC0339_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QC0339+SATELLITE: SATELLITE OBSERVATIONS - October 07, 1987
 QC0339
 QC0339  HISTORY     - Date     Condition        Report By
 QC0339  HISTORY     - 1930     MONUMENTED       CGS
 QC0339  HISTORY     - 1963     GOOD             NGS
 QC0339  HISTORY     - 19871007 GOOD             NGS
 QC0339
 QC0339                          STATION DESCRIPTION
 QC0339
 QC0339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 QC0339'3.4 MI W FROM MOUNT VERNON.
 QC0339'3.4 MILES WEST ALONG U.S. HIGHWAY 26 FROM THE POST OFFICE AT MOUNT
 QC0339'VERNON, 102 FEET EAST OF MR. JOHN MASSONS MAIL BOX, 60 FEET NORTH OF
 QC0339'THE CENTER OF THE HIGHWAY, 31 FEET EAST OF THE CENTER OF THE DRIVEWAY
 QC0339'AND 0.5 FOOT NORTHWEST OF A WOODEN WITNESS POST.  THE MONUMENT IS
 QC0339'FLUSH WITH THE GROUND AND IN A FENCE LINE.
 QC0339
 QC0339                          STATION RECOVERY (1987)
 QC0339
 QC0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QC0339'RECOVERED IN GOOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  5.4 KM
 QC0339'(3.35 MI) WESTERLY ALONG U.S. HIGHWAY 26 FROM THE POST OFFICE IN MOUNT
 QC0339'VERNON, 30.0 M (98.4 FT) EAST OF THE SOUTHEAST CORNER OF A FRAME
 QC0339'HOUSE, 18.4 M (60.4 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 8.8 M
 QC0339'(28.9 FT) EAST OF THE CENTER OF A DRIVEWAY, 7.9 M (25.9 FT) EAST OF
 QC0339'THE CENTER OF A GATE, 1.2 M (3.9 FT) BELOW THE LEVEL OF THE HIGHWAY,
 QC0339'0.1 M (0.3 FT) NORTH OF A FENCE, AND IN A CONCRETE MONUMENT THAT IS
 QC0339'FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0525 ***********************************************************************
 PB0525  DESIGNATION -  G 370
 PB0525  PID         -  PB0525
 PB0525  STATE/COUNTY-  OR/DESCHUTES
 PB0525  USGS QUAD   -  WICKIUP DAM (1981)
 PB0525
 PB0525                         *CURRENT SURVEY CONTROL
 PB0525  ___________________________________________________________________
 PB0525* NAD 83(1986)-  43 44 09.     (N)    121 44 57.     (W)     SCALED    
 PB0525* NAVD 88     -      1334.418  (meters)    4378.00   (feet)  ADJUSTED  
 PB0525  ___________________________________________________________________
 PB0525  GEOID HEIGHT-         -21.11  (meters)                     GEOID03
 PB0525  DYNAMIC HT  -        1333.774 (meters)    4375.89  (feet)  COMP
 PB0525  MODELED GRAV-     980,090.2   (mgal)                       NAVD 88
 PB0525
 PB0525  VERT ORDER  -  SECOND    CLASS 0
 PB0525
 PB0525.The horizontal coordinates were scaled from a topographic map and have
 PB0525.an estimated accuracy of +/- 6 seconds.
 PB0525
 PB0525.The orthometric height was determined by differential leveling
 PB0525.and adjusted in June 1991.
 PB0525
 PB0525.The geoid height was determined by GEOID03.
 PB0525
 PB0525.The dynamic height is computed by dividing the NAVD 88
 PB0525.geopotential number by the normal gravity value computed on the
 PB0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0525.degrees latitude (g = 980.6199 gals.).
 PB0525
 PB0525.The modeled gravity was interpolated from observed gravity values.
 PB0525
 PB0525;                    North         East    Units  Estimated Accuracy
 PB0525;SPC OR S     -   230,600.    1,399,380.      MT  (+/- 180 meters Scaled)
 PB0525
 PB0525                          SUPERSEDED SURVEY CONTROL
 PB0525
 PB0525  NGVD 29 (??/??/92) 1333.154  (m)         4373.86   (f) ADJ UNCH    2 0
 PB0525
 PB0525.Superseded values are not recommended for survey control.
 PB0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0525.See file dsdata.txt to determine how the superseded data were derived.
 PB0525
 PB0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP007432(NAD 83)
 PB0525_MARKER: DB = BENCH MARK DISK
 PB0525_SETTING: 80 = SET IN A BOULDER
 PB0525_SP_SET: BOULDER
 PB0525_STAMPING: G 370 1942
 PB0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0525+STABILITY: SURFACE MOTION
 PB0525
 PB0525  HISTORY     - Date     Condition        Report By
 PB0525  HISTORY     - 1942     MONUMENTED       CGS
 PB0525  HISTORY     - 1943     GOOD             NGS
 PB0525
 PB0525                          STATION DESCRIPTION
 PB0525
 PB0525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PB0525'17.8 MI NW FROM LAPINE.
 PB0525'ALONG DALLES-CALIFORNIA HIGHWAY, 3 MILES NORTH.  THENCE, 14.8 MILES
 PB0525'WEST ALONG CRANE PRAIRIE DAM ROAD, 4.4 MILES EAST OF ELK LAKE ROAD. 33
 PB0525'FEET NORTH OF AND 3 FEET ABOVE CENTERLINE OF ROAD.  WITNESS POST SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0477 ***********************************************************************
 RC0477  DESIGNATION -  G 371
 RC0477  PID         -  RC0477
 RC0477  STATE/COUNTY-  OR/WASCO
 RC0477  USGS QUAD   -  SHANIKO (1971)
 RC0477
 RC0477                         *CURRENT SURVEY CONTROL
 RC0477  ___________________________________________________________________
 RC0477* NAD 83(1986)-  45 00 37.     (N)    120 47 26.     (W)     SCALED    
 RC0477* NAVD 88     -      1046.895  (meters)    3434.69   (feet)  POSTED    
 RC0477  ___________________________________________________________________
 RC0477  GEOID HEIGHT-         -20.68  (meters)                     GEOID03
 RC0477  DYNAMIC HT  -        1046.630 (meters)    3433.82  (feet)  COMP
 RC0477  MODELED GRAV-     980,322.4   (mgal)                       NAVD 88
 RC0477
 RC0477  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 RC0477
 RC0477.The horizontal coordinates were scaled from a topographic map and have
 RC0477.an estimated accuracy of +/- 6 seconds.
 RC0477
 RC0477.The orthometric height was determined by differential leveling
 RC0477.and adjusted by the  in 1992.
 RC0477.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 RC0477.rate of 2.1 thru 3.0 mm/km.
 RC0477
 RC0477.The geoid height was determined by GEOID03.
 RC0477
 RC0477.The dynamic height is computed by dividing the NAVD 88
 RC0477.geopotential number by the normal gravity value computed on the
 RC0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0477.degrees latitude (g = 980.6199 gals.).
 RC0477
 RC0477.The modeled gravity was interpolated from observed gravity values.
 RC0477
 RC0477;                    North         East    Units  Estimated Accuracy
 RC0477;SPC OR N     -   149,350.    2,477,100.      MT  (+/- 180 meters Scaled)
 RC0477
 RC0477                          SUPERSEDED SURVEY CONTROL
 RC0477
 RC0477  NGVD 29 (??/??/92) 1045.746  (m)         3430.92   (f) ADJ UNCH    2 0
 RC0477
 RC0477.Superseded values are not recommended for survey control.
 RC0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0477.See file dsdata.txt to determine how the superseded data were derived.
 RC0477
 RC0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ741864(NAD 83)
 RC0477_MARKER: DB = BENCH MARK DISK
 RC0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC0477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC0477_STAMPING: G 371 1942
 RC0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0477+STABILITY: SURFACE MOTION
 RC0477
 RC0477  HISTORY     - Date     Condition        Report By
 RC0477  HISTORY     - 1942     MONUMENTED       CGS
 RC0477  HISTORY     - 1961     GOOD             NGS
 RC0477
 RC0477                          STATION DESCRIPTION
 RC0477
 RC0477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RC0477'1.9 MI NW FROM SHANIKO.
 RC0477'FROM THE POST OFFICE AT SHANIKO GO WEST ALONG U.S. HIGHWAY 97 FOR 1.5
 RC0477'MILES, TURN RIGHT, FOLLOW THE BAKEOVEN ROAD NORTHWEST 0.4 MILE TO A
 RC0477'WIRE GATE ON THE RIGHT, 50-FEET NORTH OF THE CENTER OF THE ROAD,
 RC0477'6-FEET NORTH OF THE WIRE FENCE GATE, 8-FEET NORTHWEST OF THE EAST GATE
 RC0477'POST, 112-FEET EAST NORTHEAST OF A LARGE ROCK-CRIB FENCE CORNER POST,
 RC0477'8-FEET NORTHWEST OF A METAL WITNESS POST, PROJECTING ABOUT 8-INCHES
 RC0477'ABOVE GROUND, AND ABOUT 1-FOOT ABOVE THE SURFACE OF THE BAKEOVEN ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0193 ***********************************************************************
 PB0193  DESIGNATION -  G 372
 PB0193  PID         -  PB0193
 PB0193  STATE/COUNTY-  OR/DESCHUTES
 PB0193  USGS QUAD   -  EVANS WELL (1981)
 PB0193
 PB0193                         *CURRENT SURVEY CONTROL
 PB0193  ___________________________________________________________________
 PB0193* NAD 83(1986)-  43 52 28.     (N)    121 01 37.     (W)     SCALED    
 PB0193* NAVD 88     -      1306.699  (meters)    4287.06   (feet)  ADJUSTED  
 PB0193  ___________________________________________________________________
 PB0193  GEOID HEIGHT-         -20.43  (meters)                     GEOID03
 PB0193  DYNAMIC HT  -        1306.101 (meters)    4285.10  (feet)  COMP
 PB0193  MODELED GRAV-     980,116.1   (mgal)                       NAVD 88
 PB0193
 PB0193  VERT ORDER  -  FIRST     CLASS II
 PB0193
 PB0193.The horizontal coordinates were scaled from a topographic map and have
 PB0193.an estimated accuracy of +/- 6 seconds.
 PB0193
 PB0193.The orthometric height was determined by differential leveling
 PB0193.and adjusted in June 1991.
 PB0193
 PB0193.The geoid height was determined by GEOID03.
 PB0193
 PB0193.The dynamic height is computed by dividing the NAVD 88
 PB0193.geopotential number by the normal gravity value computed on the
 PB0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0193.degrees latitude (g = 980.6199 gals.).
 PB0193
 PB0193.The modeled gravity was interpolated from observed gravity values.
 PB0193
 PB0193;                    North         East    Units  Estimated Accuracy
 PB0193;SPC OR S     -   245,390.    1,457,650.      MT  (+/- 180 meters Scaled)
 PB0193
 PB0193                          SUPERSEDED SURVEY CONTROL
 PB0193
 PB0193  NGVD 29 (??/??/92) 1305.492  (m)         4283.10   (f) ADJ UNCH    1 2
 PB0193
 PB0193.Superseded values are not recommended for survey control.
 PB0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0193.See file dsdata.txt to determine how the superseded data were derived.
 PB0193
 PB0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP585598(NAD 83)
 PB0193_MARKER: DB = BENCH MARK DISK
 PB0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0193_STAMPING: G 372 1943
 PB0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0193+STABILITY: SURFACE MOTION
 PB0193
 PB0193  HISTORY     - Date     Condition        Report By
 PB0193  HISTORY     - 1943     MONUMENTED       CGS
 PB0193
 PB0193                          STATION DESCRIPTION
 PB0193
 PB0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 PB0193'5.3 MI W FROM MILLICAN.
 PB0193'THIS MARK IS ABOUT 5.3 MILES WEST ALONG THE OLD BEND-BURNS ROAD FROM
 PB0193'MILLICAN DESCHUTES COUNTY, 0.4 MILE EAST OF A WYE JUNCTION IN ROAD,
 PB0193'0.2 MILE WEST OF AN ABANDON RANCH HOUSE, SET IN THE SOUTHEAST CORNER
 PB0193'OF A FIELD, 12.0 FEET NORTH OF A EAST-WEST FENCE, 3.0 FEET WEST OF A
 PB0193'NORTH-SOUTH FENCE, 30.0 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 PB0193'PROJECTING ABOUT 6-INCHES ABOVE THE GROUND, 2.0 FEET SOUTH OF A WHITE
 PB0193'REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0138 ***********************************************************************
 PB0138  DESIGNATION -  G 373
 PB0138  PID         -  PB0138
 PB0138  STATE/COUNTY-  OR/DESCHUTES
 PB0138  USGS QUAD   -  BROTHERS (1967)
 PB0138
 PB0138                         *CURRENT SURVEY CONTROL
 PB0138  ___________________________________________________________________
 PB0138* NAD 83(1986)-  43 48 47.     (N)    120 37 10.     (W)     SCALED    
 PB0138* NAVD 88     -      1406.242  (meters)    4613.65   (feet)  ADJUSTED  
 PB0138  ___________________________________________________________________
 PB0138  GEOID HEIGHT-         -19.89  (meters)                     GEOID03
 PB0138  DYNAMIC HT  -        1405.586 (meters)    4611.49  (feet)  COMP
 PB0138  MODELED GRAV-     980,102.8   (mgal)                       NAVD 88
 PB0138
 PB0138  VERT ORDER  -  FIRST     CLASS II
 PB0138
 PB0138.The horizontal coordinates were scaled from a topographic map and have
 PB0138.an estimated accuracy of +/- 6 seconds.
 PB0138
 PB0138.The orthometric height was determined by differential leveling
 PB0138.and adjusted in June 1991.
 PB0138
 PB0138.The geoid height was determined by GEOID03.
 PB0138
 PB0138.The dynamic height is computed by dividing the NAVD 88
 PB0138.geopotential number by the normal gravity value computed on the
 PB0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0138.degrees latitude (g = 980.6199 gals.).
 PB0138
 PB0138.The modeled gravity was interpolated from observed gravity values.
 PB0138
 PB0138;                    North         East    Units  Estimated Accuracy
 PB0138;SPC OR S     -   238,440.    1,490,390.      MT  (+/- 180 meters Scaled)
 PB0138
 PB0138                          SUPERSEDED SURVEY CONTROL
 PB0138
 PB0138  NGVD 29 (??/??/92) 1405.042  (m)         4609.71   (f) ADJ UNCH    1 2
 PB0138
 PB0138.Superseded values are not recommended for survey control.
 PB0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0138.See file dsdata.txt to determine how the superseded data were derived.
 PB0138
 PB0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP914538(NAD 83)
 PB0138_MARKER: DB = BENCH MARK DISK
 PB0138_SETTING: 66 = SET IN ROCK OUTCROP
 PB0138_SP_SET: ROCK LEDGE
 PB0138_STAMPING: G 373 1943
 PB0138_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PB0138+STABILITY: POSITION/ELEVATION WELL
 PB0138
 PB0138  HISTORY     - Date     Condition        Report By
 PB0138  HISTORY     - 1943     MONUMENTED       CGS
 PB0138
 PB0138                          STATION DESCRIPTION
 PB0138
 PB0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 PB0138'0.8 MI W FROM BROTHERS.
 PB0138'THIS MARK IS ABOUT 0.8 MILE WEST ALONG A COUNTY ROAD FROM BROTHERS,
 PB0138'DESCHUTES COUNTY, SET AT A POINT WHERE ROAD DESCENDS INTO A SMALL
 PB0138'VALLEY, IN TOP OF A ROCK LEDGE WHICH RUNS NORTH-SOUTH, 85.0 FEET SOUTH
 PB0138'OF THE SOUTH RIGHT-OF-WAY FENCE, 102.0 FEET SOUTH OF THE CENTER LINE
 PB0138'OF THE ROAD, 2.0 FEET NORTH OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0527 ***********************************************************************
 PA0527  DESIGNATION -  G 374
 PA0527  PID         -  PA0527
 PA0527  STATE/COUNTY-  OR/HARNEY
 PA0527  USGS QUAD   -  HAT BUTTE (1981)
 PA0527
 PA0527                         *CURRENT SURVEY CONTROL
 PA0527  ___________________________________________________________________
 PA0527* NAD 83(1986)-  43 33 38.     (N)    119 52 45.     (W)     SCALED    
 PA0527* NAVD 88     -      1407.521  (meters)    4617.84   (feet)  ADJUSTED  
 PA0527  ___________________________________________________________________
 PA0527  GEOID HEIGHT-         -19.49  (meters)                     GEOID03
 PA0527  DYNAMIC HT  -        1406.810 (meters)    4615.51  (feet)  COMP
 PA0527  MODELED GRAV-     980,064.8   (mgal)                       NAVD 88
 PA0527
 PA0527  VERT ORDER  -  FIRST     CLASS II
 PA0527
 PA0527.The horizontal coordinates were scaled from a topographic map and have
 PA0527.an estimated accuracy of +/- 6 seconds.
 PA0527
 PA0527.The orthometric height was determined by differential leveling
 PA0527.and adjusted in June 1991.
 PA0527
 PA0527.The geoid height was determined by GEOID03.
 PA0527
 PA0527.The dynamic height is computed by dividing the NAVD 88
 PA0527.geopotential number by the normal gravity value computed on the
 PA0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0527.degrees latitude (g = 980.6199 gals.).
 PA0527
 PA0527.The modeled gravity was interpolated from observed gravity values.
 PA0527
 PA0527;                    North         East    Units  Estimated Accuracy
 PA0527;SPC OR S     -   210,570.    1,550,160.      MT  (+/- 180 meters Scaled)
 PA0527
 PA0527                          SUPERSEDED SURVEY CONTROL
 PA0527
 PA0527  NGVD 29 (??/??/92) 1406.286  (m)         4613.79   (f) ADJ UNCH    1 2
 PA0527
 PA0527.Superseded values are not recommended for survey control.
 PA0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0527.See file dsdata.txt to determine how the superseded data were derived.
 PA0527
 PA0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKJ674270(NAD 83)
 PA0527_MARKER: DB = BENCH MARK DISK
 PA0527_SETTING: 66 = SET IN ROCK OUTCROP
 PA0527_SP_SET: ROCK OUTCROP
 PA0527_STAMPING: G 374 1943
 PA0527_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PA0527+STABILITY: POSITION/ELEVATION WELL
 PA0527
 PA0527  HISTORY     - Date     Condition        Report By
 PA0527  HISTORY     - 1943     MONUMENTED       CGS
 PA0527
 PA0527                          STATION DESCRIPTION
 PA0527
 PA0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 PA0527'6.6 MI W FROM GAP RANCH.
 PA0527'THIS MARK IS ABOUT 6.6 MILES WEST ALONG U.S. HIGHWAY 20 FROM GAP
 PA0527'RANCH, HARNEY COUNTY, 1.0 MILE EAST OF HARNEY-LAKE COUNTY LINE, SET AT
 PA0527'THE EAST SIDE AND AT THE FOOT OF A SLOPING ROCK OUTCROP, 232.0 FEET
 PA0527'NORTH OF THE CENTER LINE OF THE HIGHWAY, 48.0 FEET NORTH OF A SMALL
 PA0527'JUNIPER TREE, 4.0 FEET SOUTH OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0086 ***********************************************************************
 NY0086  DESIGNATION -  G 375
 NY0086  PID         -  NY0086
 NY0086  STATE/COUNTY-  OR/LAKE
 NY0086  USGS QUAD   -  CROOKED CREEK VALLEY (1964)
 NY0086
 NY0086                         *CURRENT SURVEY CONTROL
 NY0086  ___________________________________________________________________
 NY0086* NAD 83(1986)-  42 15 29.     (N)    120 21 36.     (W)     SCALED    
 NY0086* NAVD 88     -      1496.792  (meters)    4910.73   (feet)  ADJUSTED  
 NY0086  ___________________________________________________________________
 NY0086  GEOID HEIGHT-         -20.88  (meters)                     GEOID03
 NY0086  DYNAMIC HT  -        1495.804 (meters)    4907.48  (feet)  COMP
 NY0086  MODELED GRAV-     979,909.2   (mgal)                       NAVD 88
 NY0086
 NY0086  VERT ORDER  -  FIRST     CLASS II
 NY0086
 NY0086.The horizontal coordinates were scaled from a topographic map and have
 NY0086.an estimated accuracy of +/- 6 seconds.
 NY0086
 NY0086.The orthometric height was determined by differential leveling
 NY0086.and adjusted in June 1991.
 NY0086.WARNING-Repeat measurements at this control monument indicate possible
 NY0086.vertical movement.
 NY0086
 NY0086.The geoid height was determined by GEOID03.
 NY0086
 NY0086.The dynamic height is computed by dividing the NAVD 88
 NY0086.geopotential number by the normal gravity value computed on the
 NY0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0086.degrees latitude (g = 980.6199 gals.).
 NY0086
 NY0086.The modeled gravity was interpolated from observed gravity values.
 NY0086
 NY0086;                    North         East    Units  Estimated Accuracy
 NY0086;SPC OR S     -    65,710.    1,511,550.      MT  (+/- 180 meters Scaled)
 NY0086
 NY0086                          SUPERSEDED SURVEY CONTROL
 NY0086
 NY0086  NGVD 29 (??/??/92) 1495.575  (m)         4906.73   (f) ADJ UNCH    1 2
 NY0086
 NY0086.Superseded values are not recommended for survey control.
 NY0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0086.See file dsdata.txt to determine how the superseded data were derived.
 NY0086
 NY0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGM177818(NAD 83)
 NY0086_MARKER: DB = BENCH MARK DISK
 NY0086_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NY0086_SP_SET: CULVERT
 NY0086_STAMPING: G 375 1942
 NY0086_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NY0086
 NY0086  HISTORY     - Date     Condition        Report By
 NY0086  HISTORY     - 1942     MONUMENTED       CGS
 NY0086
 NY0086                          STATION DESCRIPTION
 NY0086
 NY0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NY0086'4.65 MI N FROM LAKEVIEW.
 NY0086'ALONG THE HIGHWAY U.S. NO. 395 IN SOUTHWEST CORNER OF WEST END OF
 NY0086'CONCRETE HIGHWAY CULVERT, 21 FEET WEST OF CENTER LINE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0068 ***********************************************************************
 NY0068  DESIGNATION -  G 376
 NY0068  PID         -  NY0068
 NY0068  STATE/COUNTY-  OR/LAKE
 NY0068  USGS QUAD   -  LAKEVIEW NW (1964)
 NY0068
 NY0068                         *CURRENT SURVEY CONTROL
 NY0068  ___________________________________________________________________
 NY0068* NAD 83(1986)-  42 10 17.     (N)    120 24 36.     (W)     SCALED    
 NY0068* NAVD 88     -      1441.564  (meters)    4729.53   (feet)  ADJUSTED  
 NY0068  ___________________________________________________________________
 NY0068  GEOID HEIGHT-         -21.21  (meters)                     GEOID03
 NY0068  DYNAMIC HT  -        1440.584 (meters)    4726.32  (feet)  COMP
 NY0068  MODELED GRAV-     979,891.9   (mgal)                       NAVD 88
 NY0068
 NY0068  VERT ORDER  -  FIRST     CLASS II
 NY0068
 NY0068.The horizontal coordinates were scaled from a topographic map and have
 NY0068.an estimated accuracy of +/- 6 seconds.
 NY0068
 NY0068.The orthometric height was determined by differential leveling
 NY0068.and adjusted in June 1991.
 NY0068
 NY0068.The geoid height was determined by GEOID03.
 NY0068
 NY0068.The dynamic height is computed by dividing the NAVD 88
 NY0068.geopotential number by the normal gravity value computed on the
 NY0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0068.degrees latitude (g = 980.6199 gals.).
 NY0068
 NY0068.The modeled gravity was interpolated from observed gravity values.
 NY0068
 NY0068;                    North         East    Units  Estimated Accuracy
 NY0068;SPC OR S     -    56,070.    1,507,440.      MT  (+/- 180 meters Scaled)
 NY0068
 NY0068                          SUPERSEDED SURVEY CONTROL
 NY0068
 NY0068  NGVD 29 (??/??/92) 1440.337  (m)         4725.51   (f) ADJ UNCH    1 2
 NY0068
 NY0068.Superseded values are not recommended for survey control.
 NY0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0068.See file dsdata.txt to determine how the superseded data were derived.
 NY0068
 NY0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGM139720(NAD 83)
 NY0068_MARKER: DB = BENCH MARK DISK
 NY0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NY0068_STAMPING: G 376 1942
 NY0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0068+STABILITY: SURFACE MOTION
 NY0068
 NY0068  HISTORY     - Date     Condition        Report By
 NY0068  HISTORY     - 1942     MONUMENTED       CGS
 NY0068  HISTORY     - 1957     MARK NOT FOUND   NGS
 NY0068
 NY0068                          STATION DESCRIPTION
 NY0068
 NY0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NY0068'4.5 MI SW FROM LAKEVIEW.
 NY0068'FROM HIGHWAY SCALES, 1.0 MILE SOUTH, THENCE, 1.6 MILES WEST, THENCE,
 NY0068'0.4 MILE SOUTH, THENCE, 0.4 MILE WEST, THENCE ABOUT 500 YARDS SOUTH,
 NY0068'ABOUT 400 YARDS SOUTHWEST OF ARMY ENGINEER DEPT. BUILDING, WEST OF
 NY0068'GRAVEL DUMP, 30 FEET WEST OF ROAD TO DUMP.  WITNESS POST SET.
 NY0068
 NY0068                          STATION RECOVERY (1957)
 NY0068
 NY0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 NY0068'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB1032 ***********************************************************************
 RB1032  DESIGNATION -  G 377
 RB1032  PID         -  RB1032
 RB1032  STATE/COUNTY-  OR/MORROW
 RB1032  USGS QUAD   -  CROW BUTTE (1993)
 RB1032
 RB1032                         *CURRENT SURVEY CONTROL
 RB1032  ___________________________________________________________________
 RB1032* NAD 83(1986)-  45 50 34.     (N)    119 49 04.     (W)     SCALED    
 RB1032* NAVD 88     -        75.113  (meters)     246.43   (feet)  ADJUSTED  
 RB1032  ___________________________________________________________________
 RB1032  GEOID HEIGHT-         -21.85  (meters)                     GEOID03
 RB1032  DYNAMIC HT  -          75.113 (meters)     246.43  (feet)  COMP
 RB1032  MODELED GRAV-     980,613.4   (mgal)                       NAVD 88
 RB1032
 RB1032  VERT ORDER  -  FIRST     CLASS II
 RB1032
 RB1032.The horizontal coordinates were scaled from a topographic map and have
 RB1032.an estimated accuracy of +/- 6 seconds.
 RB1032
 RB1032.The orthometric height was determined by differential leveling
 RB1032.and adjusted in June 1991.
 RB1032
 RB1032.The geoid height was determined by GEOID03.
 RB1032
 RB1032.The dynamic height is computed by dividing the NAVD 88
 RB1032.geopotential number by the normal gravity value computed on the
 RB1032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB1032.degrees latitude (g = 980.6199 gals.).
 RB1032
 RB1032.The modeled gravity was interpolated from observed gravity values.
 RB1032
 RB1032;                    North         East    Units  Estimated Accuracy
 RB1032;SPC OR N     -   242,040.    2,552,990.      MT  (+/- 180 meters Scaled)
 RB1032
 RB1032                          SUPERSEDED SURVEY CONTROL
 RB1032
 RB1032  NGVD 29 (??/??/92)   74.107  (m)          243.13   (f) ADJ UNCH    1 2
 RB1032
 RB1032.Superseded values are not recommended for survey control.
 RB1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1032.See file dsdata.txt to determine how the superseded data were derived.
 RB1032
 RB1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKL811804(NAD 83)
 RB1032_MARKER: DB = BENCH MARK DISK
 RB1032_SETTING: 66 = SET IN ROCK OUTCROP
 RB1032_SP_SET: OUTCROP
 RB1032_STAMPING: G 377 1943
 RB1032_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RB1032+STABILITY: POSITION/ELEVATION WELL
 RB1032
 RB1032  HISTORY     - Date     Condition        Report By
 RB1032  HISTORY     - 1943     MONUMENTED       CGS
 RB1032  HISTORY     - 1962     GOOD             NGS
 RB1032
 RB1032                          STATION DESCRIPTION
 RB1032
 RB1032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RB1032'1.0 MI E FROM CASTLE ROCK.
 RB1032'ABOUT 1.0 MILE EAST OF CASTLE ROCK ALONG THE OLD HIGHWAY (U.S.30),
 RB1032'ABOUT 240 FEET NORTH OF THE CENTER LINE OF THE OLD HIGHWAY, ABOUT 170
 RB1032'FEET SOUTH OF THE SOUTH RAIL OF THE UNION PACIFIC RAILROAD, SET IN TOP
 RB1032'OF A LARGE ROCK OUTCROP.  THERE IS NOW A LARGE V PAINTED ON THIS ROCK
 RB1032'OUTCROP NEAR THE DISK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0674 ***********************************************************************
 RB0674  DESIGNATION -  G 378
 RB0674  PID         -  RB0674
 RB0674  STATE/COUNTY-  OR/UMATILLA
 RB0674  USGS QUAD   -  JUNIPER (1993)
 RB0674
 RB0674                         *CURRENT SURVEY CONTROL
 RB0674  ___________________________________________________________________
 RB0674* NAD 83(1986)-  45 57 00.     (N)    119 03 35.     (W)     SCALED    
 RB0674* NAVD 88     -       121.552  (meters)     398.79   (feet)  ADJUSTED  
 RB0674  ___________________________________________________________________
 RB0674  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 RB0674  DYNAMIC HT  -         121.552 (meters)     398.79  (feet)  COMP
 RB0674  MODELED GRAV-     980,608.6   (mgal)                       NAVD 88
 RB0674
 RB0674  VERT ORDER  -  FIRST     CLASS I
 RB0674
 RB0674.The horizontal coordinates were scaled from a topographic map and have
 RB0674.an estimated accuracy of +/- 6 seconds.
 RB0674
 RB0674.The orthometric height was determined by differential leveling
 RB0674.and adjusted in June 1991.
 RB0674.WARNING-Repeat measurements at this control monument indicate possible
 RB0674.vertical movement.
 RB0674
 RB0674.The geoid height was determined by GEOID03.
 RB0674
 RB0674.The dynamic height is computed by dividing the NAVD 88
 RB0674.geopotential number by the normal gravity value computed on the
 RB0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0674.degrees latitude (g = 980.6199 gals.).
 RB0674
 RB0674.The modeled gravity was interpolated from observed gravity values.
 RB0674
 RB0674;                    North         East    Units  Estimated Accuracy
 RB0674;SPC OR N     -   254,730.    2,611,660.      MT  (+/- 180 meters Scaled)
 RB0674
 RB0674                          SUPERSEDED SURVEY CONTROL
 RB0674
 RB0674  NGVD 29 (??/??/92)  120.546  (m)          395.49   (f) ADJ UNCH    1 1
 RB0674
 RB0674.Superseded values are not recommended for survey control.
 RB0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0674.See file dsdata.txt to determine how the superseded data were derived.
 RB0674
 RB0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL403905(NAD 83)
 RB0674_MARKER: DD = SURVEY DISK
 RB0674_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RB0674_SP_SET: SIDEWALK
 RB0674_STAMPING: G 378 1943
 RB0674_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RB0674
 RB0674  HISTORY     - Date     Condition        Report By
 RB0674  HISTORY     - 1943     MONUMENTED       ORDT
 RB0674  HISTORY     - 1968     GOOD             NGS
 RB0674
 RB0674                          STATION DESCRIPTION
 RB0674
 RB0674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RB0674'14.6 MI NE FROM UMATILLA.
 RB0674'14.6 MILES NORTHEAST ALONG U.S. HIGHWAY 730 FROM THE POST OFFICE AT
 RB0674'UMATILLA, IN R3OE T5N, SECTION 4, IN THE TOP AND 1.2 FEET NORTHEAST OF
 RB0674'THE SOUTHWEST END OF THE NORTHWEST CONCRETE SIDEWALK OF A HIGHWAY
 RB0674'BRIDGE WHICH IS AROUND A ROCK BLUFF, 13 1/2 FEET NORTHWEST OF THE
 RB0674'CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0462 ***********************************************************************
 RB0462  DESIGNATION -  G 379
 RB0462  PID         -  RB0462
 RB0462  STATE/COUNTY-  OR/UMATILLA
 RB0462  USGS QUAD   -  SMELTZ (1966)
 RB0462
 RB0462                         *CURRENT SURVEY CONTROL
 RB0462  ___________________________________________________________________
 RB0462* NAD 83(1986)-  45 56 18.     (N)    118 42 44.     (W)     SCALED    
 RB0462* NAVD 88     -       450.172  (meters)    1476.94   (feet)  ADJUSTED  
 RB0462  ___________________________________________________________________
 RB0462  GEOID HEIGHT-         -21.16  (meters)                     GEOID03
 RB0462  DYNAMIC HT  -         450.136 (meters)    1476.82  (feet)  COMP
 RB0462  MODELED GRAV-     980,523.3   (mgal)                       NAVD 88
 RB0462
 RB0462  VERT ORDER  -  FIRST     CLASS II
 RB0462
 RB0462.The horizontal coordinates were scaled from a topographic map and have
 RB0462.an estimated accuracy of +/- 6 seconds.
 RB0462
 RB0462.The orthometric height was determined by differential leveling
 RB0462.and adjusted in June 1991.
 RB0462
 RB0462.The geoid height was determined by GEOID03.
 RB0462
 RB0462.The dynamic height is computed by dividing the NAVD 88
 RB0462.geopotential number by the normal gravity value computed on the
 RB0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0462.degrees latitude (g = 980.6199 gals.).
 RB0462
 RB0462.The modeled gravity was interpolated from observed gravity values.
 RB0462
 RB0462;                    North         East    Units  Estimated Accuracy
 RB0462;SPC OR N     -   253,970.    2,638,630.      MT  (+/- 180 meters Scaled)
 RB0462
 RB0462                          SUPERSEDED SURVEY CONTROL
 RB0462
 RB0462  NGVD 29 (??/??/92)  449.136  (m)         1473.54   (f) ADJ UNCH    1 2
 RB0462
 RB0462.Superseded values are not recommended for survey control.
 RB0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0462.See file dsdata.txt to determine how the superseded data were derived.
 RB0462
 RB0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL672886(NAD 83)
 RB0462_MARKER: DB = BENCH MARK DISK
 RB0462_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RB0462_SP_SET: ABUTMENT
 RB0462_STAMPING: G 379 1943
 RB0462_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RB0462
 RB0462  HISTORY     - Date     Condition        Report By
 RB0462  HISTORY     - 1943     MONUMENTED       CGS
 RB0462
 RB0462                          STATION DESCRIPTION
 RB0462
 RB0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 RB0462'0.8 MI SE FROM VANSYCLE.
 RB0462'ALONG THE NORTHERN PACIFIC RAILWAY, 0.8 MILE SOUTHEAST OF VANSYCLE,
 RB0462'SET IN THE TOP OF THE SOUTH END OF THE EAST ABUTMENT OF BRIDGE NUMBER
 RB0462'16+1, 5 FEET SOUTH OF THE SOUTH RAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0491 ***********************************************************************
 QC0491  DESIGNATION -  G 38
 QC0491  PID         -  QC0491
 QC0491  STATE/COUNTY-  OR/WHEELER
 QC0491  USGS QUAD   -  KIMBERLY (1995)
 QC0491
 QC0491                         *CURRENT SURVEY CONTROL
 QC0491  ___________________________________________________________________
 QC0491* NAD 83(1986)-  44 47 58.     (N)    119 42 43.     (W)     SCALED    
 QC0491* NAVD 88     -       551.551  (meters)    1809.55   (feet)  ADJUSTED  
 QC0491  ___________________________________________________________________
 QC0491  GEOID HEIGHT-         -19.69  (meters)                     GEOID03
 QC0491  DYNAMIC HT  -         551.406 (meters)    1809.07  (feet)  COMP
 QC0491  MODELED GRAV-     980,339.7   (mgal)                       NAVD 88
 QC0491
 QC0491  VERT ORDER  -  FIRST     CLASS II
 QC0491
 QC0491.The horizontal coordinates were scaled from a topographic map and have
 QC0491.an estimated accuracy of +/- 6 seconds.
 QC0491
 QC0491.The orthometric height was determined by differential leveling
 QC0491.and adjusted in June 1991.
 QC0491
 QC0491.The geoid height was determined by GEOID03.
 QC0491
 QC0491.The dynamic height is computed by dividing the NAVD 88
 QC0491.geopotential number by the normal gravity value computed on the
 QC0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0491.degrees latitude (g = 980.6199 gals.).
 QC0491
 QC0491.The modeled gravity was interpolated from observed gravity values.
 QC0491
 QC0491;                    North         East    Units  Estimated Accuracy
 QC0491;SPC OR N     -   126,180.    2,562,350.      MT  (+/- 180 meters Scaled)
 QC0491
 QC0491                          SUPERSEDED SURVEY CONTROL
 QC0491
 QC0491  NGVD 29 (??/??/92)  550.425  (m)         1805.85   (f) ADJ UNCH    1 2
 QC0491
 QC0491.Superseded values are not recommended for survey control.
 QC0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0491.See file dsdata.txt to determine how the superseded data were derived.
 QC0491
 QC0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKK855642(NAD 83)
 QC0491_MARKER: DB = BENCH MARK DISK
 QC0491_SETTING: 66 = SET IN ROCK OUTCROP
 QC0491_SP_SET: ROCK LEDGE
 QC0491_STAMPING: 1806.092 G 38 1930
 QC0491_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QC0491+STABILITY: POSITION/ELEVATION WELL
 QC0491
 QC0491  HISTORY     - Date     Condition        Report By
 QC0491  HISTORY     - 1930     MONUMENTED       CGS
 QC0491  HISTORY     - 1963     GOOD             NGS
 QC0491  HISTORY     - 19870621 MARK NOT FOUND   USPSQD
 QC0491
 QC0491                          STATION DESCRIPTION
 QC0491
 QC0491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 QC0491'5.0 MI NW FROM KIMBERLY.
 QC0491'5.0 MILES NORTHWEST ALONG STATE HIGHWAY 19 FROM THE KIMBERLY POST
 QC0491'OFFICE, AT THE EAST END OF A VERY SHARP CURVE AROUND A PROMINENT ROCKY
 QC0491'POINT, 0.35 MILE SOUTHEAST OF MILE POST NO. 100, 35 FEET NORTHWEST AND
 QC0491'ACROSS THE HIGHWAY FROM THE EAST END OF A GUARD RAIL, 23 FEET
 QC0491'NORTHEAST OF THE NORTH END OF A CULVERT UNDER THE HIGHWAY, 22 FEET
 QC0491'SOUTHWEST OF A ROCK FENCE POST, 22 FEET NORTHWEST OF THE CENTER OF THE
 QC0491'HIGHWAY AND 6 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 QC0491
 QC0491                          STATION RECOVERY (1987)
 QC0491
 QC0491'RECOVERY NOTE BY US POWER SQUADRON 1987 (DKT)
 QC0491'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0218 ***********************************************************************
 PA0218  DESIGNATION -  G 382
 PA0218  PID         -  PA0218
 PA0218  STATE/COUNTY-  OR/HARNEY
 PA0218  USGS QUAD   -  DEVINE RIDGE SOUTH (1990)
 PA0218
 PA0218                         *CURRENT SURVEY CONTROL
 PA0218  ___________________________________________________________________
 PA0218* NAD 83(1986)-  43 37 41.     (N)    118 53 13.     (W)     SCALED    
 PA0218* NAVD 88     -      1263.792  (meters)    4146.29   (feet)  ADJUSTED  
 PA0218  ___________________________________________________________________
 PA0218  GEOID HEIGHT-         -18.89  (meters)                     GEOID03
 PA0218  DYNAMIC HT  -        1263.178 (meters)    4144.28  (feet)  COMP
 PA0218  MODELED GRAV-     980,090.0   (mgal)                       NAVD 88
 PA0218
 PA0218  VERT ORDER  -  FIRST     CLASS II
 PA0218
 PA0218.The horizontal coordinates were scaled from a topographic map and have
 PA0218.an estimated accuracy of +/- 6 seconds.
 PA0218
 PA0218.The orthometric height was determined by differential leveling
 PA0218.and adjusted in June 1991.
 PA0218
 PA0218.The geoid height was determined by GEOID03.
 PA0218
 PA0218.The dynamic height is computed by dividing the NAVD 88
 PA0218.geopotential number by the normal gravity value computed on the
 PA0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0218.degrees latitude (g = 980.6199 gals.).
 PA0218
 PA0218.The modeled gravity was interpolated from observed gravity values.
 PA0218
 PA0218;                    North         East    Units  Estimated Accuracy
 PA0218;SPC OR S     -   219,130.    1,630,170.      MT  (+/- 180 meters Scaled)
 PA0218
 PA0218                          SUPERSEDED SURVEY CONTROL
 PA0218
 PA0218  NGVD 29 (??/??/92) 1262.598  (m)         4142.37   (f) ADJ UNCH    1 2
 PA0218
 PA0218.Superseded values are not recommended for survey control.
 PA0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0218.See file dsdata.txt to determine how the superseded data were derived.
 PA0218
 PA0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ477322(NAD 83)
 PA0218_MARKER: DB = BENCH MARK DISK
 PA0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PA0218_STAMPING: G 382 1943
 PA0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0218+STABILITY: SURFACE MOTION
 PA0218
 PA0218  HISTORY     - Date     Condition        Report By
 PA0218  HISTORY     - 1943     MONUMENTED       CGS
 PA0218  HISTORY     - 1977     GOOD             NGS
 PA0218
 PA0218                          STATION DESCRIPTION
 PA0218
 PA0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 PA0218'3.75 MI SW FROM HARNEY.
 PA0218'ALONG THE HARNEY-BUCHANAN ROAD 3.75 MILES OF HARNEY AND 9.65 MILES
 PA0218'EAST FROM THE POSTOFFICE AT BURNS, 32 FEET SOUTHEAST FROM THE CENTER
 PA0218'OF HARNEY ROAD, 9 FEET NORTHEAST OF A TELEPHONE POLE, 4.8 FEET
 PA0218'SOUTHWEST OF A REFERENCE POST AND 2 FEET NORTHWEST OF A FENCE.
 PA0218
 PA0218                          STATION RECOVERY (1977)
 PA0218
 PA0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 PA0218'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0213 ***********************************************************************
 PA0213  DESIGNATION -  G 383
 PA0213  PID         -  PA0213
 PA0213  STATE/COUNTY-  OR/HARNEY
 PA0213  USGS QUAD   -  POISON CREEK SLOUGH (1990)
 PA0213
 PA0213                         *CURRENT SURVEY CONTROL
 PA0213  ___________________________________________________________________
 PA0213* NAD 83(1986)-  43 35 57.     (N)    118 56 26.     (W)     SCALED    
 PA0213* NAVD 88     -      1262.124  (meters)    4140.82   (feet)  ADJUSTED  
 PA0213  ___________________________________________________________________
 PA0213  GEOID HEIGHT-         -19.01  (meters)                     GEOID03
 PA0213  DYNAMIC HT  -        1261.515 (meters)    4138.82  (feet)  COMP
 PA0213  MODELED GRAV-     980,093.6   (mgal)                       NAVD 88
 PA0213
 PA0213  VERT ORDER  -  FIRST     CLASS II
 PA0213
 PA0213.This mark is at Burns Municipal Airport (BNO)
 PA0213
 PA0213.The horizontal coordinates were scaled from a topographic map and have
 PA0213.an estimated accuracy of +/- 6 seconds.
 PA0213
 PA0213.The orthometric height was determined by differential leveling
 PA0213.and adjusted in June 1991.
 PA0213
 PA0213.The geoid height was determined by GEOID03.
 PA0213
 PA0213.The dynamic height is computed by dividing the NAVD 88
 PA0213.geopotential number by the normal gravity value computed on the
 PA0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0213.degrees latitude (g = 980.6199 gals.).
 PA0213
 PA0213.The modeled gravity was interpolated from observed gravity values.
 PA0213
 PA0213;                    North         East    Units  Estimated Accuracy
 PA0213;SPC OR S     -   215,840.    1,625,900.      MT  (+/- 180 meters Scaled)
 PA0213
 PA0213                          SUPERSEDED SURVEY CONTROL
 PA0213
 PA0213  NGVD 29 (??/??/92) 1260.936  (m)         4136.92   (f) ADJ UNCH    1 2
 PA0213
 PA0213.Superseded values are not recommended for survey control.
 PA0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0213.See file dsdata.txt to determine how the superseded data were derived.
 PA0213
 PA0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ433291(NAD 83)
 PA0213_MARKER: DB = BENCH MARK DISK
 PA0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PA0213_STAMPING: G 383 1943
 PA0213_MARK LOGO: CGS   
 PA0213_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PA0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0213+STABILITY: SURFACE MOTION
 PA0213
 PA0213  HISTORY     - Date     Condition        Report By
 PA0213  HISTORY     - 1943     MONUMENTED       CGS
 PA0213  HISTORY     - 19910615 GOOD             NGS
 PA0213
 PA0213                          STATION DESCRIPTION
 PA0213
 PA0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 PA0213'7.7 MI NE FROM BURNS.
 PA0213'THIS MARK IS ABOUT 6.7 MILES NORTHEAST ALONG U.S. HIGHWAY 20 FROM THE
 PA0213'POST OFFICE AT BURNS, HARNEY COUNTY, THENCE 1.0 MILE SOUTH ALONG A
 PA0213'DIRT ROAD, AT THE NORTHEAST CORNER OF BURNS AIRPORT, 46 FEET SOUTH OF
 PA0213'THE CENTER OF AN EAST WEST CROSS ROAD, 30 FEET WEST OF THE CENTER OF
 PA0213'THE NORTH SOUTH ROAD, PROJECTING ABOUT 6 INCHES ABOVE THE GROUND.
 PA0213
 PA0213                          STATION RECOVERY (1991)
 PA0213
 PA0213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 PA0213'THE STATION IS LOCATED AT THE NORTHEAST CORNER OF THE AIRPORT, 46 FT
 PA0213'(14.0 M) SOUTH OF THE CENTERLINE OF AN EAST-WEST ROAD, 30 FT (9.1 M)
 PA0213'WEST OF THE CENTERLINE OF A NORTH-SOUTH ROAD AND JUST INSIDE THE FENCE
 PA0213'AT A FENCE CORNER.  THE STATION IS A STANDARD USCGS BENCH MARK
 PA0213'STAMPED---G 383 1943---, SET IN THE TOP OF A CONCRETE MONUMENT
 PA0213'PROJECTING ABOUT 6 INCHES ABOVE THE GROUND.  NOTE, 1977 AIRPORT SURVEY
 PA0213'POSITION ON USGS BM.  69 OREGON PAGE 391.15.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0635 ***********************************************************************
 QC0635  DESIGNATION -  G 384
 QC0635  PID         -  QC0635
 QC0635  STATE/COUNTY-  OR/MALHEUR
 QC0635  USGS QUAD   -  HUNTER MOUNTAIN (1990)
 QC0635
 QC0635                         *CURRENT SURVEY CONTROL
 QC0635  ___________________________________________________________________
 QC0635* NAD 83(1986)-  44 02 27.     (N)    118 03 14.     (W)     SCALED    
 QC0635* NAVD 88     -      1350.337  (meters)    4430.23   (feet)  ADJUSTED  
 QC0635  ___________________________________________________________________
 QC0635  GEOID HEIGHT-         -17.79  (meters)                     GEOID03
 QC0635  DYNAMIC HT  -        1349.709 (meters)    4428.17  (feet)  COMP
 QC0635  MODELED GRAV-     980,106.8   (mgal)                       NAVD 88
 QC0635
 QC0635  VERT ORDER  -  FIRST     CLASS II
 QC0635
 QC0635.The horizontal coordinates were scaled from a topographic map and have
 QC0635.an estimated accuracy of +/- 6 seconds.
 QC0635
 QC0635.The orthometric height was determined by differential leveling
 QC0635.and adjusted in June 1991.
 QC0635
 QC0635.The geoid height was determined by GEOID03.
 QC0635
 QC0635.The dynamic height is computed by dividing the NAVD 88
 QC0635.geopotential number by the normal gravity value computed on the
 QC0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0635.degrees latitude (g = 980.6199 gals.).
 QC0635
 QC0635.The modeled gravity was interpolated from observed gravity values.
 QC0635
 QC0635;                    North         East    Units  Estimated Accuracy
 QC0635;SPC OR S     -   266,600.    1,696,030.      MT  (+/- 180 meters Scaled)
 QC0635
 QC0635                          SUPERSEDED SURVEY CONTROL
 QC0635
 QC0635  NGVD 29 (??/??/92) 1349.144  (m)         4426.32   (f) ADJ UNCH    1 2
 QC0635
 QC0635.Superseded values are not recommended for survey control.
 QC0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0635.See file dsdata.txt to determine how the superseded data were derived.
 QC0635
 QC0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ155769(NAD 83)
 QC0635_MARKER: DB = BENCH MARK DISK
 QC0635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0635_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QC0635_STAMPING: G-384 1943
 QC0635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0635+STABILITY: SURFACE MOTION
 QC0635
 QC0635  HISTORY     - Date     Condition        Report By
 QC0635  HISTORY     - 1943     MONUMENTED       CGS
 QC0635  HISTORY     - 1944     GOOD             NGS
 QC0635
 QC0635                          STATION DESCRIPTION
 QC0635
 QC0635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 QC0635'14.4 MI NE FROM BEULAH.
 QC0635'14.4 MILES NORTHEAST ALONG THE BEULAH-WESTFALL ROAD FROM THE POST
 QC0635'OFFICE AT BEULAH, SET AT THE SUMMIT OF A RIDGE BETWEEN TWO HILLS, ON
 QC0635'THE NORTHWEST SLOPE OF HILL, 24 FEET NORTHWEST OF CENTER-LINE OF THE
 QC0635'ROAD, 2.3 FEET NORTHEAST OF REFERENCE POST.  BENCH MARK DISK SET IN
 QC0635'TOP OF A CONCRETE POST POURED IN THE FIELD AND PROJECTING ABOUT 0.6
 QC0635'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0793 ***********************************************************************
 QB0793  DESIGNATION -  G 386
 QB0793  PID         -  QB0793
 QB0793  STATE/COUNTY-  OR/BAKER
 QB0793  USGS QUAD   -  WENDT BUTTE (1990)
 QB0793
 QB0793                         *CURRENT SURVEY CONTROL
 QB0793  ___________________________________________________________________
 QB0793* NAD 83(1986)-  44 29 48.     (N)    117 51 10.     (W)     SCALED    
 QB0793* NAVD 88     -      1070.416  (meters)    3511.86   (feet)  ADJUSTED  
 QB0793  ___________________________________________________________________
 QB0793  GEOID HEIGHT-         -17.27  (meters)                     GEOID03
 QB0793  DYNAMIC HT  -        1070.002 (meters)    3510.50  (feet)  COMP
 QB0793  MODELED GRAV-     980,195.1   (mgal)                       NAVD 88
 QB0793
 QB0793  VERT ORDER  -  FIRST     CLASS II
 QB0793
 QB0793.The horizontal coordinates were scaled from a topographic map and have
 QB0793.an estimated accuracy of +/- 6 seconds.
 QB0793
 QB0793.The orthometric height was determined by differential leveling
 QB0793.and adjusted in June 1991.
 QB0793
 QB0793.The geoid height was determined by GEOID03.
 QB0793
 QB0793.The dynamic height is computed by dividing the NAVD 88
 QB0793.geopotential number by the normal gravity value computed on the
 QB0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0793.degrees latitude (g = 980.6199 gals.).
 QB0793
 QB0793.The modeled gravity was interpolated from observed gravity values.
 QB0793
 QB0793;                    North         East    Units  Estimated Accuracy
 QB0793;SPC OR N     -    95,680.    2,710,500.      MT  (+/- 180 meters Scaled)
 QB0793
 QB0793                          SUPERSEDED SURVEY CONTROL
 QB0793
 QB0793  NGVD 29 (??/??/92) 1069.217  (m)         3507.92   (f) ADJ UNCH    1 2
 QB0793
 QB0793.Superseded values are not recommended for survey control.
 QB0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0793.See file dsdata.txt to determine how the superseded data were derived.
 QB0793
 QB0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK322273(NAD 83)
 QB0793_MARKER: DB = BENCH MARK DISK
 QB0793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0793_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0793_STAMPING: G-386 1944
 QB0793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0793+STABILITY: SURFACE MOTION
 QB0793
 QB0793  HISTORY     - Date     Condition        Report By
 QB0793  HISTORY     - 1944     MONUMENTED       CGS
 QB0793  HISTORY     - 1961     MARK NOT FOUND   NGS
 QB0793
 QB0793                          STATION DESCRIPTION
 QB0793
 QB0793'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 QB0793'10.2 MI E FROM HEREFORD.
 QB0793'10.2 MILES EAST ALONG STATE HIGHWAY NO. 7 FROM THE POST OFFICE AT
 QB0793'HEREFORD, 0.5 MILE WEST OF THE JUNCTION OF THE HIGHWAY AND A SIDE ROAD
 QB0793'LEADING EAST, SET AT THE NORTHEAST END OF A FILL AND THE SOUTHWEST END
 QB0793'OF A CUT, ON THE SOUTHEAST SLOPE OF HILL, 28 FEET SOUTHEAST OF
 QB0793'CENTER-LINE OF THE HIGHWAY, 23.5 FEET NORTHWEST OF THE FENCE, 3.5 FEET
 QB0793'NORTHEAST OF REFERENCE POST.  BENCH MARK DISK SET IN TOP OF CONCRETE
 QB0793'POST POURED IN THE FIELD AND PROJECTING ABOUT 0.3 FOOT ABOVE THE
 QB0793'GROUND.
 QB0793
 QB0793                          STATION RECOVERY (1961)
 QB0793
 QB0793'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 QB0793'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0834 ***********************************************************************
 QB0834  DESIGNATION -  G 387
 QB0834  PID         -  QB0834
 QB0834  STATE/COUNTY-  OR/BAKER
 QB0834  USGS QUAD   -  BOWEN VALLEY (1993)
 QB0834
 QB0834                         *CURRENT SURVEY CONTROL
 QB0834  ___________________________________________________________________
 QB0834* NAD 83(1986)-  44 43 56.     (N)    117 50 13.     (W)     SCALED    
 QB0834* NAVD 88     -      1069.170  (meters)    3507.77   (feet)  ADJUSTED  
 QB0834  ___________________________________________________________________
 QB0834  GEOID HEIGHT-         -17.11  (meters)                     GEOID03
 QB0834  DYNAMIC HT  -        1068.802 (meters)    3506.56  (feet)  COMP
 QB0834  MODELED GRAV-     980,236.5   (mgal)                       NAVD 88
 QB0834
 QB0834  VERT ORDER  -  FIRST     CLASS II
 QB0834
 QB0834.The horizontal coordinates were scaled from a topographic map and have
 QB0834.an estimated accuracy of +/- 6 seconds.
 QB0834
 QB0834.The orthometric height was determined by differential leveling
 QB0834.and adjusted in June 1991.
 QB0834
 QB0834.The geoid height was determined by GEOID03.
 QB0834
 QB0834.The dynamic height is computed by dividing the NAVD 88
 QB0834.geopotential number by the normal gravity value computed on the
 QB0834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0834.degrees latitude (g = 980.6199 gals.).
 QB0834
 QB0834.The modeled gravity was interpolated from observed gravity values.
 QB0834
 QB0834;                    North         East    Units  Estimated Accuracy
 QB0834;SPC OR N     -   121,880.    2,710,900.      MT  (+/- 180 meters Scaled)
 QB0834
 QB0834                          SUPERSEDED SURVEY CONTROL
 QB0834
 QB0834  NGVD 29 (??/??/92) 1068.009  (m)         3503.96   (f) ADJ UNCH    1 2
 QB0834
 QB0834.Superseded values are not recommended for survey control.
 QB0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0834.See file dsdata.txt to determine how the superseded data were derived.
 QB0834
 QB0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK337535(NAD 83)
 QB0834_MARKER: DB = BENCH MARK DISK
 QB0834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0834_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0834_STAMPING: G-387 1944
 QB0834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0834+STABILITY: SURFACE MOTION
 QB0834
 QB0834  HISTORY     - Date     Condition        Report By
 QB0834  HISTORY     - 1944     MONUMENTED       CGS
 QB0834  HISTORY     - 1967     MARK NOT FOUND   NGS
 QB0834
 QB0834                          STATION DESCRIPTION
 QB0834
 QB0834'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 QB0834'3.4 MI S FROM BAKER.
 QB0834'3.4 MILES SOUTH ALONG STATE HIGHWAY NO. 7 FROM THE POST OFFICE AT
 QB0834'BAKER, SET BETWEEN THE TRACK AND THE HIGHWAY, ABOUT 350 FEET SOUTH OF
 QB0834'A SIDE ROAD LEADING WEST, 31 FEET EAST OF CENTER-LINE OF HIGHWAY, 28.2
 QB0834'FEET WEST OF WEST RAIL OF TRACK, 3 FEET SOUTH OF REFERENCE POST, ABOUT
 QB0834'1.5 FEET BELOW HIGHWAY LEVEL.  BENCH MARK DISK SET IN TOP OF CONCRETE
 QB0834'POST POURED IN THE FIELD AND PROJECTING ABOUT 0.2 FOOT ABOVE THE
 QB0834'GROUND.
 QB0834
 QB0834                          STATION RECOVERY (1967)
 QB0834
 QB0834'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 QB0834'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0129 ***********************************************************************
 NZ0129  DESIGNATION -  G 388
 NZ0129  PID         -  NZ0129
 NZ0129  STATE/COUNTY-  OR/JACKSON
 NZ0129  USGS QUAD   -  MEDFORD WEST (1983)
 NZ0129
 NZ0129                         *CURRENT SURVEY CONTROL
 NZ0129  ___________________________________________________________________
 NZ0129* NAD 83(1986)-  42 22 11.     (N)    122 52 37.     (W)     SCALED    
 NZ0129* NAVD 88     -       400.099  (meters)    1312.66   (feet)  ADJUSTED  
 NZ0129  ___________________________________________________________________
 NZ0129  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 NZ0129  DYNAMIC HT  -         399.943 (meters)    1312.15  (feet)  COMP
 NZ0129  MODELED GRAV-     980,222.0   (mgal)                       NAVD 88
 NZ0129
 NZ0129  VERT ORDER  -  SECOND    CLASS 0
 NZ0129
 NZ0129.This mark is at Rogue Valley Intl - Medford Airport (MFR)
 NZ0129
 NZ0129.The horizontal coordinates were scaled from a topographic map and have
 NZ0129.an estimated accuracy of +/- 6 seconds.
 NZ0129
 NZ0129.The orthometric height was determined by differential leveling
 NZ0129.and adjusted in June 1991.
 NZ0129
 NZ0129.The geoid height was determined by GEOID03.
 NZ0129
 NZ0129.The dynamic height is computed by dividing the NAVD 88
 NZ0129.geopotential number by the normal gravity value computed on the
 NZ0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0129.degrees latitude (g = 980.6199 gals.).
 NZ0129
 NZ0129.The modeled gravity was interpolated from observed gravity values.
 NZ0129
 NZ0129;                    North         East    Units  Estimated Accuracy
 NZ0129;SPC OR S     -    80,880.    1,304,240.      MT  (+/- 180 meters Scaled)
 NZ0129
 NZ0129                          SUPERSEDED SURVEY CONTROL
 NZ0129
 NZ0129  NGVD 29 (??/??/92)  399.080  (m)         1309.32   (f) ADJ UNCH    2 0
 NZ0129
 NZ0129.Superseded values are not recommended for survey control.
 NZ0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0129.See file dsdata.txt to determine how the superseded data were derived.
 NZ0129
 NZ0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM101908(NAD 83)
 NZ0129_MARKER: DB = BENCH MARK DISK
 NZ0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NZ0129_STAMPING: G 388 1945
 NZ0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0129+STABILITY: SURFACE MOTION
 NZ0129
 NZ0129  HISTORY     - Date     Condition        Report By
 NZ0129  HISTORY     - 1945     MONUMENTED       CGS
 NZ0129  HISTORY     - 1970     GOOD             NGS
 NZ0129  HISTORY     - 1977     MARK NOT FOUND   USGS
 NZ0129  HISTORY     - 19960830 MARK NOT FOUND   CHANCE
 NZ0129
 NZ0129                          STATION DESCRIPTION
 NZ0129
 NZ0129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NZ0129'3.0 MI N FROM MEDFORD.
 NZ0129'AT THE MEDFORD-JACKSON COUNTY AIRPORT, ABOUT 800 FEET WEST OF THE
 NZ0129'CONTROL TOWER AND SET BETWEEN THE AIRPORT ENTRANCE ROAD AND A SERVICE
 NZ0129'ROAD.  90.7 FEET WEST OF A FIRE HYDRANT, 44.8 FEET NORTH OF THE
 NZ0129'CENTERLINE OF AIRPORT ROAD, 21.0 FEET SOUTH OF THE CENTERLINE OF THE
 NZ0129'SERVICE ROAD, AND 2.0 FEET NORTH OF A WOODEN WITNESS POST.  A USC AND
 NZ0129'GS IRON DISK SET IN THE TOP OF AN 8 INCH CONCRETE POST FLUSH WITH THE
 NZ0129'GROUND AND STAMPED G 388 1945.
 NZ0129
 NZ0129                          STATION RECOVERY (1977)
 NZ0129
 NZ0129'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 NZ0129'MARK NOT FOUND.
 NZ0129
 NZ0129                          STATION RECOVERY (1996)
 NZ0129
 NZ0129'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 NZ0129'STATION WAS NOT RECOVERED AUG 30, 1996.  AREA SURROUNDING MONUMENT
 NZ0129'LOCATION HAS RECENTLY BEEN RE-CONSTRUCTED, ROAD HAS BEEN RE-ROUTED AND
 NZ0129'SURFACE HAS BEEN DIRTURBED.  ALTHOUGH MANY STRONG TIES REMAIN, STATION
 NZ0129'COULD NOT BE FOUND -- PRESUMED BURIED OR DESTROYED.  MONUMENT SEARCH
 NZ0129'LASTED 0.75 HOURS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1261 ***********************************************************************
 RC1261  DESIGNATION -  G 389
 RC1261  PID         -  RC1261
 RC1261  STATE/COUNTY-  OR/CLACKAMAS
 RC1261  USGS QUAD   -  RHODODENDRON (1997)
 RC1261
 RC1261                         *CURRENT SURVEY CONTROL
 RC1261  ___________________________________________________________________
 RC1261* NAD 83(1986)-  45 19 33.     (N)    121 54 29.     (W)     SCALED    
 RC1261* NAVD 88     -       510.592  (meters)    1675.17   (feet)  ADJUSTED  
 RC1261  ___________________________________________________________________
 RC1261  GEOID HEIGHT-         -21.36  (meters)                     GEOID03
 RC1261  DYNAMIC HT  -         510.519 (meters)    1674.93  (feet)  COMP
 RC1261  MODELED GRAV-     980,457.8   (mgal)                       NAVD 88
 RC1261
 RC1261  VERT ORDER  -  SECOND    CLASS 0
 RC1261
 RC1261.The horizontal coordinates were scaled from a topographic map and have
 RC1261.an estimated accuracy of +/- 6 seconds.
 RC1261
 RC1261.The orthometric height was determined by differential leveling
 RC1261.and adjusted in June 1991.
 RC1261
 RC1261.The geoid height was determined by GEOID03.
 RC1261
 RC1261.The dynamic height is computed by dividing the NAVD 88
 RC1261.geopotential number by the normal gravity value computed on the
 RC1261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1261.degrees latitude (g = 980.6199 gals.).
 RC1261
 RC1261.The modeled gravity was interpolated from observed gravity values.
 RC1261
 RC1261;                    North         East    Units  Estimated Accuracy
 RC1261;SPC OR N     -   185,330.    2,389,630.      MT  (+/- 180 meters Scaled)
 RC1261
 RC1261                          SUPERSEDED SURVEY CONTROL
 RC1261
 RC1261  NGVD 29 (??/??/92)  509.52   (m)         1671.7    (f) COMPUTED    2 0
 RC1261
 RC1261.Superseded values are not recommended for survey control.
 RC1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1261.See file dsdata.txt to determine how the superseded data were derived.
 RC1261
 RC1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER855197(NAD 83)
 RC1261_MARKER: DB = BENCH MARK DISK
 RC1261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC1261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC1261_STAMPING: G 389 1947
 RC1261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1261+STABILITY: SURFACE MOTION
 RC1261
 RC1261  HISTORY     - Date     Condition        Report By
 RC1261  HISTORY     - 1947     MONUMENTED       CGS
 RC1261
 RC1261                          STATION DESCRIPTION
 RC1261
 RC1261'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 RC1261'0.25 MI E FROM RHODODENDRON.
 RC1261'0.25 MILE EAST ALONG STATE HIGHWAY 50 FROM THE POST OFFICE AT
 RC1261'RHODODENDRON, 113.2 FEET SOUTH OF BENCH MARK R 107, 26.2 FEET WEST OF
 RC1261'THE CENTER LINE OF THE HIGHWAY, 39 FEET SOUTHEAST OF THE CENTER LINE
 RC1261'OF VINE MAPLE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RC1261'0.2 FOOT ABOVE THE GROUND.  WITNESS POST SET 2.2 FEET WEST OF THE
 RC1261'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1262 ***********************************************************************
 RC1262  DESIGNATION -  G 389 RESET
 RC1262  PID         -  RC1262
 RC1262  STATE/COUNTY-  OR/CLACKAMAS
 RC1262  USGS QUAD   -  RHODODENDRON (1997)
 RC1262
 RC1262                         *CURRENT SURVEY CONTROL
 RC1262  ___________________________________________________________________
 RC1262* NAD 83(1986)-  45 19 33.     (N)    121 54 28.     (W)     SCALED    
 RC1262* NAVD 88     -       510.63   (+/-2cm)    1675.3    (feet)  VERTCON   
 RC1262  ___________________________________________________________________
 RC1262  GEOID HEIGHT-         -21.36  (meters)                     GEOID03
 RC1262  VERT ORDER  -  THIRD (See Below)
 RC1262
 RC1262.The horizontal coordinates were scaled from a topographic map and have
 RC1262.an estimated accuracy of +/- 6 seconds.
 RC1262
 RC1262.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC1262.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC1262.The vertical order pertains to the NGVD 29 superseded value.
 RC1262
 RC1262.The geoid height was determined by GEOID03.
 RC1262
 RC1262;                    North         East    Units  Estimated Accuracy
 RC1262;SPC OR N     -   185,330.    2,389,650.      MT  (+/- 180 meters Scaled)
 RC1262
 RC1262                          SUPERSEDED SURVEY CONTROL
 RC1262
 RC1262  NGVD 29 (??/??/??)  509.56   (m)         1671.8    (f) RESET       3  
 RC1262
 RC1262.Superseded values are not recommended for survey control.
 RC1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1262.See file dsdata.txt to determine how the superseded data were derived.
 RC1262
 RC1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER855197(NAD 83)
 RC1262_MARKER: DB = BENCH MARK DISK
 RC1262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC1262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC1262_STAMPING: G 389 1947 RESET 1953
 RC1262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1262+STABILITY: SURFACE MOTION
 RC1262
 RC1262  HISTORY     - Date     Condition        Report By
 RC1262  HISTORY     - 1953     MONUMENTED       CGS
 RC1262  HISTORY     - 1958     GOOD             USGS
 RC1262
 RC1262                          STATION DESCRIPTION
 RC1262
 RC1262'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 RC1262'0.25 MI E FROM RHODODENDRON.
 RC1262'0.25 MILE EAST ALONG THE MOUNT HOOD LOOP HIGHWAY (OREGON 50) FROM THE
 RC1262'POST OFFICE AT RHODODENDRON, CLACKAMAS COUNTY, AT THE JUNCTION OF VINE
 RC1262'MAPLE ROAD, 45 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, AND 50.5
 RC1262'FEET RIGHT (SOUTH) OF THE CENTERLINE OF THE NEW HIGHWAY AT SURVEY
 RC1262'STATION 1032+78, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0008 ***********************************************************************
 QD0008  DESIGNATION -  G 39
 QD0008  PID         -  QD0008
 QD0008  STATE/COUNTY-  OR/WHEELER
 QD0008  USGS QUAD   -  KINZUA (1987)
 QD0008
 QD0008                         *CURRENT SURVEY CONTROL
 QD0008  ___________________________________________________________________
 QD0008* NAD 83(1986)-  44 54 16.     (N)    120 06 25.     (W)     SCALED    
 QD0008* NAVD 88     -      1175.066  (meters)    3855.20   (feet)  ADJUSTED  
 QD0008  ___________________________________________________________________
 QD0008  GEOID HEIGHT-         -19.99  (meters)                     GEOID03
 QD0008  DYNAMIC HT  -        1174.716 (meters)    3854.05  (feet)  COMP
 QD0008  MODELED GRAV-     980,277.6   (mgal)                       NAVD 88
 QD0008
 QD0008  VERT ORDER  -  FIRST     CLASS II
 QD0008
 QD0008.The horizontal coordinates were scaled from a topographic map and have
 QD0008.an estimated accuracy of +/- 6 seconds.
 QD0008
 QD0008.The orthometric height was determined by differential leveling
 QD0008.and adjusted in June 1991.
 QD0008
 QD0008.The geoid height was determined by GEOID03.
 QD0008
 QD0008.The dynamic height is computed by dividing the NAVD 88
 QD0008.geopotential number by the normal gravity value computed on the
 QD0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0008.degrees latitude (g = 980.6199 gals.).
 QD0008
 QD0008.The modeled gravity was interpolated from observed gravity values.
 QD0008
 QD0008;                    North         East    Units  Estimated Accuracy
 QD0008;SPC OR N     -   137,620.    2,531,040.      MT  (+/- 180 meters Scaled)
 QD0008
 QD0008                          SUPERSEDED SURVEY CONTROL
 QD0008
 QD0008  NGVD 29 (??/??/92) 1173.898  (m)         3851.36   (f) ADJ UNCH    1 2
 QD0008
 QD0008.Superseded values are not recommended for survey control.
 QD0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0008.See file dsdata.txt to determine how the superseded data were derived.
 QD0008
 QD0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGQ283764(NAD 83)
 QD0008_MARKER: DB = BENCH MARK DISK
 QD0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QD0008_STAMPING: 3851.554 G 39 1930
 QD0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0008+STABILITY: SURFACE MOTION
 QD0008
 QD0008  HISTORY     - Date     Condition        Report By
 QD0008  HISTORY     - 1930     MONUMENTED       CGS
 QD0008  HISTORY     - 1965     MARK NOT FOUND   NGS
 QD0008
 QD0008                          STATION DESCRIPTION
 QD0008
 QD0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 QD0008'10.1 MI SE FROM FOSSIL.
 QD0008'ABOUT 10.1 MILES SOUTHEAST ALONG THE JOHN DAY HIGHWAY (OREGON 19) FROM
 QD0008'FOSSIL, WHEELER COUNTY, AT MILEAGE 68.6, AT BUTTE CREEK SUMMIT, AT THE
 QD0008'SOUTHEAST END OF THE SUMMIT CUT, OPPOSITE A ROAD INTO A MAINTENENCE
 QD0008'TRACT, 41 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT
 QD0008'4 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED 3851.554 G
 QD0008'39 1930 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6
 QD0008'INCHES ABOVE GROUND.
 QD0008
 QD0008                          STATION RECOVERY (1965)
 QD0008
 QD0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 QD0008'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0686 ***********************************************************************
 NZ0686  DESIGNATION -  G 390
 NZ0686  PID         -  NZ0686
 NZ0686  STATE/COUNTY-  OR/JOSEPHINE
 NZ0686  USGS QUAD   -  TAKILMA (1989)
 NZ0686
 NZ0686                         *CURRENT SURVEY CONTROL
 NZ0686  ___________________________________________________________________
 NZ0686* NAD 83(1986)-  42 02 24.     (N)    123 33 02.     (W)     SCALED    
 NZ0686* NAVD 88     -      1177.832  (meters)    3864.27   (feet)  ADJUSTED  
 NZ0686  ___________________________________________________________________
 NZ0686  GEOID HEIGHT-         -24.72  (meters)                     GEOID03
 NZ0686  DYNAMIC HT  -        1177.259 (meters)    3862.39  (feet)  COMP
 NZ0686  MODELED GRAV-     980,092.8   (mgal)                       NAVD 88
 NZ0686
 NZ0686  VERT ORDER  -  SECOND    CLASS 0
 NZ0686
 NZ0686.The horizontal coordinates were scaled from a topographic map and have
 NZ0686.an estimated accuracy of +/- 6 seconds.
 NZ0686
 NZ0686.The orthometric height was determined by differential leveling
 NZ0686.and adjusted in June 1991.
 NZ0686
 NZ0686.The geoid height was determined by GEOID03.
 NZ0686
 NZ0686.The dynamic height is computed by dividing the NAVD 88
 NZ0686.geopotential number by the normal gravity value computed on the
 NZ0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0686.degrees latitude (g = 980.6199 gals.).
 NZ0686
 NZ0686.The modeled gravity was interpolated from observed gravity values.
 NZ0686
 NZ0686;                    North         East    Units  Estimated Accuracy
 NZ0686;SPC OR S     -    46,070.    1,247,450.      MT  (+/- 180 meters Scaled)
 NZ0686
 NZ0686                          SUPERSEDED SURVEY CONTROL
 NZ0686
 NZ0686  NGVD 29 (??/??/92) 1176.832  (m)         3860.99   (f) ADJ UNCH    2 0
 NZ0686
 NZ0686.Superseded values are not recommended for survey control.
 NZ0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0686.See file dsdata.txt to determine how the superseded data were derived.
 NZ0686
 NZ0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM544543(NAD 83)
 NZ0686_MARKER: DB = BENCH MARK DISK
 NZ0686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ0686_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NZ0686_STAMPING: G 390 1949
 NZ0686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0686+STABILITY: SURFACE MOTION
 NZ0686
 NZ0686  HISTORY     - Date     Condition        Report By
 NZ0686  HISTORY     - 1949     MONUMENTED       CGS
 NZ0686
 NZ0686                          STATION DESCRIPTION
 NZ0686
 NZ0686'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NZ0686'12.9 MI SE FROM OBRIEN.
 NZ0686'12.9 MILES SOUTHEAST ALONG THE HAPPY CAMP ROAD FROM THE POST OFFICE AT
 NZ0686'OBRIEN, ON THE INSIDE OF A SWITCHBACK CURVE ACROSS A LOW RIDGE, 57 1/2
 NZ0686'FEET SOUTHWEST OF AND ACROSS THE ROAD FROM A 30-INCH PINE TREE
 NZ0686'SUPPORTING AN ALTHOUSE TRAIL SIGN, 41 FEET EAST OF THE CENTER LINE OF
 NZ0686'THE ROAD ON THE WEST SIDE OF THE SWITCHBACK, 28 FEET WEST OF THE
 NZ0686'CENTER LINE OF THE ROAD ON THE EAST SIDE OF THE SWITCHBACK, 5 FEET
 NZ0686'NORTH OF A 36-INCH CEDAR TREE, 2.7 FEET SOUTH OF A WITNESS POST, ABOUT
 NZ0686'LEVEL WITH THE WEST SIDE OF THE SWITCHBACK, AND SET IN THE TOP OF A
 NZ0686'CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0139 ***********************************************************************
 RA0139  DESIGNATION -  G 392
 RA0139  PID         -  RA0139
 RA0139  STATE/COUNTY-  OR/WALLOWA
 RA0139  USGS QUAD   -  KIRKWOOD CREEK (1995)
 RA0139
 RA0139                         *CURRENT SURVEY CONTROL
 RA0139  ___________________________________________________________________
 RA0139* NAD 83(1986)-  45 34 09.     (N)    116 30 00.     (W)     SCALED    
 RA0139* NAVD 88     -       365.750  (meters)    1199.96   (feet)  ADJUSTED  
 RA0139  ___________________________________________________________________
 RA0139  GEOID HEIGHT-         -15.79  (meters)                     GEOID03
 RA0139  DYNAMIC HT  -         365.614 (meters)    1199.52  (feet)  COMP
 RA0139  MODELED GRAV-     980,238.6   (mgal)                       NAVD 88
 RA0139
 RA0139  VERT ORDER  -  SECOND    CLASS 0
 RA0139
 RA0139.The horizontal coordinates were scaled from a topographic map and have
 RA0139.an estimated accuracy of +/- 6 seconds.
 RA0139
 RA0139.The orthometric height was determined by differential leveling
 RA0139.and adjusted in June 1991.
 RA0139
 RA0139.The geoid height was determined by GEOID03.
 RA0139
 RA0139.The dynamic height is computed by dividing the NAVD 88
 RA0139.geopotential number by the normal gravity value computed on the
 RA0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0139.degrees latitude (g = 980.6199 gals.).
 RA0139
 RA0139.The modeled gravity was interpolated from observed gravity values.
 RA0139
 RA0139;                    North         East    Units  Estimated Accuracy
 RA0139;SPC OR N     -   219,140.    2,812,100.      MT  (+/- 180 meters Scaled)
 RA0139
 RA0139                          SUPERSEDED SURVEY CONTROL
 RA0139
 RA0139  NGVD 29 (??/??/92)  364.607  (m)         1196.21   (f) ADJ UNCH    2 0
 RA0139
 RA0139.Superseded values are not recommended for survey control.
 RA0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0139.See file dsdata.txt to determine how the superseded data were derived.
 RA0139
 RA0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL390463(NAD 83)
 RA0139_MARKER: DB = BENCH MARK DISK
 RA0139_SETTING: 66 = SET IN ROCK OUTCROP
 RA0139_SP_SET: ROCK OUTCROP
 RA0139_STAMPING: G 392 1945
 RA0139_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA0139+STABILITY: POSITION/ELEVATION WELL
 RA0139
 RA0139  HISTORY     - Date     Condition        Report By
 RA0139  HISTORY     - 1945     MONUMENTED       CGS
 RA0139  HISTORY     - 1946     GOOD             NGS
 RA0139
 RA0139                          STATION DESCRIPTION
 RA0139
 RA0139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RA0139'4.8 MI S FROM PITTSBURG LANDING, ID.
 RA0139'ALONG THE WEST BANK OF THE SNAKE RIVER, 4.8 MILES SOUTH OF AND ACROSS
 RA0139'THE RIVER FROM THE BOAT LANDING AT PITTSBURG LANDING, 0.1 MILE SOUTH
 RA0139'OF AND ACROSS THE RIVER FROM A RANCH HOUSE, AT THE MOUTH OF COUGAR
 RA0139'CREEK, 25 FEET SOUTH OF COUGAR CREEK AND 25 FEET WEST OF THE WEST BANK
 RA0139'OF THE RIVER, 6.0 FEET WEST OF THE SNAKE RIVER TRAIL, SET IN A ROCK
 RA0139'OUTCROP ABOUT 20 FEET ABOVE THE RIVER, LARGE B M PAINTED ON THE
 RA0139'NORTHEAST SIDE OF THE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0499 ***********************************************************************
 QB0499  DESIGNATION -  G 393
 QB0499  PID         -  QB0499
 QB0499  STATE/COUNTY-  OR/BAKER
 QB0499  USGS QUAD   -  MC LAIN GULCH (1987)
 QB0499
 QB0499                         *CURRENT SURVEY CONTROL
 QB0499  ___________________________________________________________________
 QB0499* NAD 83(1986)-  44 54 40.     (N)    116 56 57.     (W)     SCALED    
 QB0499* NAVD 88     -       685.956  (meters)    2250.51   (feet)  ADJUSTED  
 QB0499  ___________________________________________________________________
 QB0499  GEOID HEIGHT-         -16.24  (meters)                     GEOID03
 QB0499  DYNAMIC HT  -         685.786 (meters)    2249.95  (feet)  COMP
 QB0499  MODELED GRAV-     980,347.3   (mgal)                       NAVD 88
 QB0499
 QB0499  VERT ORDER  -  SECOND    CLASS 0
 QB0499
 QB0499.The horizontal coordinates were scaled from a topographic map and have
 QB0499.an estimated accuracy of +/- 6 seconds.
 QB0499
 QB0499.The orthometric height was determined by differential leveling
 QB0499.and adjusted in June 1991.
 QB0499
 QB0499.The geoid height was determined by GEOID03.
 QB0499
 QB0499.The dynamic height is computed by dividing the NAVD 88
 QB0499.geopotential number by the normal gravity value computed on the
 QB0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0499.degrees latitude (g = 980.6199 gals.).
 QB0499
 QB0499.The modeled gravity was interpolated from observed gravity values.
 QB0499
 QB0499;                    North         East    Units  Estimated Accuracy
 QB0499;SPC OR N     -   144,450.    2,780,290.      MT  (+/- 180 meters Scaled)
 QB0499
 QB0499                          SUPERSEDED SURVEY CONTROL
 QB0499
 QB0499  NGVD 29 (??/??/92)  684.922  (m)         2247.11   (f) ADJ UNCH    2 0
 QB0499
 QB0499.Superseded values are not recommended for survey control.
 QB0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0499.See file dsdata.txt to determine how the superseded data were derived.
 QB0499
 QB0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK040730(NAD 83)
 QB0499_MARKER: DB = BENCH MARK DISK
 QB0499_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QB0499_SP_SET: ABUTMENT
 QB0499_STAMPING: G 393 1945
 QB0499_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QB0499
 QB0499  HISTORY     - Date     Condition        Report By
 QB0499  HISTORY     - 1945     MONUMENTED       CGS
 QB0499
 QB0499                          STATION DESCRIPTION
 QB0499
 QB0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QB0499'11.1 MI E FROM HALFWAY.
 QB0499'11.1 MILES EAST OF THE POST OFFICE BY ROAD.  ALONG THE PINE CREEK
 QB0499'ROAD.  7.0 MILES WEST OF THE ROAD JUNCTION AT COPPERFIELD.  ON THE
 QB0499'NORTH WINGWALL OF THE WEST ABUTMENT OF A BRIDGE OVER NORTH PINE CREEK.
 QB0499'ABOUT 150 YARDS WEST OF A FARM NORTH OF THE ROAD.  ABOUT 80 YARDS
 QB0499'EAST OF A T ROAD NORTH.  11 FEET NORTH OF THE CENTER-LINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0739 ***********************************************************************
 RA0739  DESIGNATION -  G 394
 RA0739  PID         -  RA0739
 RA0739  STATE/COUNTY-  OR/BAKER
 RA0739  USGS QUAD   -  DEADMAN POINT (1990)
 RA0739
 RA0739                         *CURRENT SURVEY CONTROL
 RA0739  ___________________________________________________________________
 RA0739* NAD 83(1986)-  45 01 50.     (N)    117 04 13.     (W)     SCALED    
 RA0739* NAVD 88     -      1967.340  (meters)    6454.51   (feet)  ADJUSTED  
 RA0739  ___________________________________________________________________
 RA0739  GEOID HEIGHT-         -15.67  (meters)                     GEOID03
 RA0739  DYNAMIC HT  -        1966.515 (meters)    6451.81  (feet)  COMP
 RA0739  MODELED GRAV-     980,125.4   (mgal)                       NAVD 88
 RA0739
 RA0739  VERT ORDER  -  SECOND    CLASS 0
 RA0739
 RA0739.The horizontal coordinates were scaled from a topographic map and have
 RA0739.an estimated accuracy of +/- 6 seconds.
 RA0739
 RA0739.The orthometric height was determined by differential leveling
 RA0739.and adjusted in June 1991.
 RA0739
 RA0739.The geoid height was determined by GEOID03.
 RA0739
 RA0739.The dynamic height is computed by dividing the NAVD 88
 RA0739.geopotential number by the normal gravity value computed on the
 RA0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0739.degrees latitude (g = 980.6199 gals.).
 RA0739
 RA0739.The modeled gravity was interpolated from observed gravity values.
 RA0739
 RA0739;                    North         East    Units  Estimated Accuracy
 RA0739;SPC OR N     -   157,290.    2,770,170.      MT  (+/- 180 meters Scaled)
 RA0739
 RA0739                          SUPERSEDED SURVEY CONTROL
 RA0739
 RA0739  NGVD 29 (??/??/92) 1966.116  (m)         6450.50   (f) ADJ UNCH    2 0
 RA0739
 RA0739.Superseded values are not recommended for survey control.
 RA0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0739.See file dsdata.txt to determine how the superseded data were derived.
 RA0739
 RA0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK944863(NAD 83)
 RA0739_MARKER: DB = BENCH MARK DISK
 RA0739_SETTING: 80 = SET IN A BOULDER
 RA0739_SP_SET: BOULDER
 RA0739_STAMPING: G 394 1945
 RA0739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0739+STABILITY: SURFACE MOTION
 RA0739
 RA0739  HISTORY     - Date     Condition        Report By
 RA0739  HISTORY     - 1945     MONUMENTED       CGS
 RA0739
 RA0739                          STATION DESCRIPTION
 RA0739
 RA0739'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RA0739'17.5 MI N FROM HALFWAY.
 RA0739'17.5 MILES NORTH OF THE POST OFFICE BY ROAD.  ALONG THE HALFWAY TO
 RA0739'FISH LAKE ROAD.  0.1 MILE SOUTH OF THE FISH CREEK BRIDGE.  40 YARDS
 RA0739'NORTH OF A LOG LOADING PLATFORM.  20 FEET NORTHWEST OF THE CENTER-LINE
 RA0739'OF THE ROAD.  AT THE NORTH EDGE OF A SMALL CLEARING.  ON THE TOP OF A
 RA0739'6 FOOT CUT SET IN A GRANITE BOULDER EMBEDDED IN THE GROUND A WHITE BM
 RA0739'PAINTED ON THE BOULDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0508 ***********************************************************************
 RC0508  DESIGNATION -  G 395
 RC0508  PID         -  RC0508
 RC0508  STATE/COUNTY-  OR/SHERMAN
 RC0508  USGS QUAD   -  GRASS VALLEY (1962)
 RC0508
 RC0508                         *CURRENT SURVEY CONTROL
 RC0508  ___________________________________________________________________
 RC0508* NAD 83(1986)-  45 21 02.     (N)    120 47 21.     (W)     SCALED    
 RC0508* NAVD 88     -       709.109  (meters)    2326.47   (feet)  ADJUSTED  
 RC0508  ___________________________________________________________________
 RC0508  GEOID HEIGHT-         -21.02  (meters)                     GEOID03
 RC0508  DYNAMIC HT  -         709.003 (meters)    2326.12  (feet)  COMP
 RC0508  MODELED GRAV-     980,443.6   (mgal)                       NAVD 88
 RC0508
 RC0508  VERT ORDER  -  SECOND    CLASS 0
 RC0508
 RC0508.The horizontal coordinates were scaled from a topographic map and have
 RC0508.an estimated accuracy of +/- 6 seconds.
 RC0508
 RC0508.The orthometric height was determined by differential leveling
 RC0508.and adjusted in June 1991.
 RC0508
 RC0508.The geoid height was determined by GEOID03.
 RC0508
 RC0508.The dynamic height is computed by dividing the NAVD 88
 RC0508.geopotential number by the normal gravity value computed on the
 RC0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0508.degrees latitude (g = 980.6199 gals.).
 RC0508
 RC0508.The modeled gravity was interpolated from observed gravity values.
 RC0508
 RC0508;                    North         East    Units  Estimated Accuracy
 RC0508;SPC OR N     -   187,160.    2,477,340.      MT  (+/- 180 meters Scaled)
 RC0508
 RC0508                          SUPERSEDED SURVEY CONTROL
 RC0508
 RC0508  NGVD 29 (??/??/92)  708.082  (m)         2323.10   (f) ADJ UNCH    2 0
 RC0508
 RC0508.Superseded values are not recommended for survey control.
 RC0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0508.See file dsdata.txt to determine how the superseded data were derived.
 RC0508
 RC0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR731242(NAD 83)
 RC0508_MARKER: DD = SURVEY DISK
 RC0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC0508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC0508_STAMPING: G 395
 RC0508_MARK LOGO: ORDT  
 RC0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0508+STABILITY: SURFACE MOTION
 RC0508
 RC0508  HISTORY     - Date     Condition        Report By
 RC0508  HISTORY     - UNK      MONUMENTED       ORDT
 RC0508  HISTORY     - 1961     GOOD             NGS
 RC0508  HISTORY     - 1987     GOOD             NGS
 RC0508
 RC0508                          STATION DESCRIPTION
 RC0508
 RC0508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RC0508'.25 MI SW FROM GRASS VALLEY.
 RC0508'FROM THE INTERSECTION OF U.S. HIGHWAY 97 AND STATE HIGHWAY 216 AT THE
 RC0508'SOUTHEAST EDGE OF GRASS VALLEY, GO SOUTHWEST ON STATE HIGHWAY 216 FOR
 RC0508'.25 MILE TO A CITY WATER RESERVOIR ON THE LEFT, SET IN THE V OF A
 RC0508'TRACK ROAD AND STATE HIGHWAY 216, 33.5 FEET WEST OF THE CENTER LINE OF
 RC0508'THE HIGHWAY, AT THE EAST EDGE OF THE TRACK ROAD, 4-FEET WEST OF A
 RC0508'METAL WITNESS POST, ABOUT FLUSH WITH THE SURFACE OF THE GROUND, SET IN
 RC0508'TOP OF A CONCRETE POST.
 RC0508
 RC0508                          STATION RECOVERY (1987)
 RC0508
 RC0508'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RC0508'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1116 ***********************************************************************
 RC1116  DESIGNATION -  G 396
 RC1116  PID         -  RC1116
 RC1116  STATE/COUNTY-  OR/WASCO
 RC1116  USGS QUAD   -  MAUPIN SW (1962)
 RC1116
 RC1116                         *CURRENT SURVEY CONTROL
 RC1116  ___________________________________________________________________
 RC1116* NAD 83(1986)-  45 07 21.     (N)    121 07 55.     (W)     SCALED    
 RC1116* NAVD 88     -       285.317  (meters)     936.08   (feet)  ADJUSTED  
 RC1116  ___________________________________________________________________
 RC1116  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 RC1116  DYNAMIC HT  -         285.265 (meters)     935.91  (feet)  COMP
 RC1116  MODELED GRAV-     980,427.8   (mgal)                       NAVD 88
 RC1116
 RC1116  VERT ORDER  -  SECOND    CLASS 0
 RC1116
 RC1116.The horizontal coordinates were scaled from a topographic map and have
 RC1116.an estimated accuracy of +/- 6 seconds.
 RC1116
 RC1116.The orthometric height was determined by differential leveling
 RC1116.and adjusted in June 1991.
 RC1116
 RC1116.The geoid height was determined by GEOID03.
 RC1116
 RC1116.The dynamic height is computed by dividing the NAVD 88
 RC1116.geopotential number by the normal gravity value computed on the
 RC1116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1116.degrees latitude (g = 980.6199 gals.).
 RC1116
 RC1116.The modeled gravity was interpolated from observed gravity values.
 RC1116
 RC1116;                    North         East    Units  Estimated Accuracy
 RC1116;SPC OR N     -   161,970.    2,450,290.      MT  (+/- 180 meters Scaled)
 RC1116
 RC1116                          SUPERSEDED SURVEY CONTROL
 RC1116
 RC1116  NGVD 29 (??/??/92)  284.276  (m)          932.66   (f) ADJ UNCH    2 0
 RC1116
 RC1116.Superseded values are not recommended for survey control.
 RC1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1116.See file dsdata.txt to determine how the superseded data were derived.
 RC1116
 RC1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ469982(NAD 83)
 RC1116_MARKER: DB = BENCH MARK DISK
 RC1116_SETTING: 66 = SET IN ROCK OUTCROP
 RC1116_SP_SET: BEDROCK
 RC1116_STAMPING: G 396 1946
 RC1116_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RC1116+STABILITY: POSITION/ELEVATION WELL
 RC1116
 RC1116  HISTORY     - Date     Condition        Report By
 RC1116  HISTORY     - 1946     MONUMENTED       CGS
 RC1116  HISTORY     - 1968     MARK NOT FOUND   NGS
 RC1116
 RC1116                          STATION DESCRIPTION
 RC1116
 RC1116'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RC1116'3.9 MI N FROM NENA.
 RC1116'ALONG OREGON TRUNK RAILWAY, 3.9 MILES NORTH OF STATION AT NENA, AT
 RC1116'SMALL CUT THROUGH ROCKY KNOLL, 57.6 FEET EAST OF CENTER OF NORTHEAST
 RC1116'END OF CULVERT NO. T 59.45 UNDER TRACK, 50.5 FEET NORTHEAST OF
 RC1116'NORTHEAST RAIL, 45.0 FEET SOUTHEAST OF CENTER OF DITCH CUT THROUGH
 RC1116'KNOLL, 4.0 FEET NORTHEAST OF NORTHEAST RIGHT-OF-WAY FENCE, SET IN
 RC1116'BEDROCK ABOUT 3 FEET ABOVE TRACK AND 0.5 FOOT ABOVE GROUND.
 RC1116
 RC1116                          STATION RECOVERY (1968)
 RC1116
 RC1116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 RC1116'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0410 ***********************************************************************
 RC0410  DESIGNATION -  G 397
 RC0410  PID         -  RC0410
 RC0410  STATE/COUNTY-  OR/WASCO
 RC0410  USGS QUAD   -  SINAMOX (1962)
 RC0410
 RC0410                         *CURRENT SURVEY CONTROL
 RC0410  ___________________________________________________________________
 RC0410* NAD 83(1986)-  45 19 52.     (N)    120 56 10.     (W)     SCALED    
 RC0410* NAVD 88     -       166.704  (meters)     546.93   (feet)  ADJUSTED  
 RC0410  ___________________________________________________________________
 RC0410  GEOID HEIGHT-         -21.20  (meters)                     GEOID03
 RC0410  DYNAMIC HT  -         166.676 (meters)     546.84  (feet)  COMP
 RC0410  MODELED GRAV-     980,446.0   (mgal)                       NAVD 88
 RC0410
 RC0410  VERT ORDER  -  SECOND    CLASS 0
 RC0410
 RC0410.The horizontal coordinates were scaled from a topographic map and have
 RC0410.an estimated accuracy of +/- 6 seconds.
 RC0410
 RC0410.The orthometric height was determined by differential leveling
 RC0410.and adjusted in June 1991.
 RC0410
 RC0410.The geoid height was determined by GEOID03.
 RC0410
 RC0410.The dynamic height is computed by dividing the NAVD 88
 RC0410.geopotential number by the normal gravity value computed on the
 RC0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0410.degrees latitude (g = 980.6199 gals.).
 RC0410
 RC0410.The modeled gravity was interpolated from observed gravity values.
 RC0410
 RC0410;                    North         East    Units  Estimated Accuracy
 RC0410;SPC OR N     -   185,050.    2,465,820.      MT  (+/- 180 meters Scaled)
 RC0410
 RC0410                          SUPERSEDED SURVEY CONTROL
 RC0410
 RC0410  NGVD 29 (??/??/92)  165.674  (m)          543.55   (f) ADJ UNCH    2 0
 RC0410
 RC0410.Superseded values are not recommended for survey control.
 RC0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0410.See file dsdata.txt to determine how the superseded data were derived.
 RC0410
 RC0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR617218(NAD 83)
 RC0410_MARKER: DB = BENCH MARK DISK
 RC0410_SETTING: 80 = SET IN A BOULDER
 RC0410_SP_SET: BOULDER
 RC0410_STAMPING: G 397 1946
 RC0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0410+STABILITY: SURFACE MOTION
 RC0410
 RC0410  HISTORY     - Date     Condition        Report By
 RC0410  HISTORY     - 1946     MONUMENTED       CGS
 RC0410
 RC0410                          STATION DESCRIPTION
 RC0410
 RC0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RC0410'5.1 MI N FROM OAKBROOK.
 RC0410'ALONG OREGON TRUNK RAILWAY, 5.1 MILES NORTH OF STATION AT OAKBROOK
 RC0410'SIDING, ON BAR BETWEEN TRACK AND DESCHUTES RIVER, ABOUT MIDWAY BETWEEN
 RC0410'CULVERT NO. T 34.43 AND CULVERT NO. T 34.40 WHICH ARE 3 1/2 - 39-FOOT
 RC0410'RAILS APART, 96.0 FEET SOUTH OF SOUTH RAIL, SET IN TOP OF LARGEST AND
 RC0410'MOST PROMINENT EMBEDDED BOULDER ON BAR, ABOUT 7 FEET BELOW TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0629 ***********************************************************************
 RC0629  DESIGNATION -  G 398
 RC0629  PID         -  RC0629
 RC0629  STATE/COUNTY-  OR/WASCO
 RC0629  USGS QUAD   -  EMERSON (1994)
 RC0629
 RC0629                         *CURRENT SURVEY CONTROL
 RC0629  ___________________________________________________________________
 RC0629* NAD 83(1986)-  45 34 21.     (N)    120 54 27.     (W)     SCALED    
 RC0629* NAVD 88     -       102.850  (meters)     337.43   (feet)  ADJUSTED  
 RC0629  ___________________________________________________________________
 RC0629  GEOID HEIGHT-         -21.38  (meters)                     GEOID03
 RC0629  DYNAMIC HT  -         102.845 (meters)     337.42  (feet)  COMP
 RC0629  MODELED GRAV-     980,566.6   (mgal)                       NAVD 88
 RC0629
 RC0629  VERT ORDER  -  SECOND    CLASS 0
 RC0629
 RC0629.The horizontal coordinates were scaled from a topographic map and have
 RC0629.an estimated accuracy of +/- 6 seconds.
 RC0629
 RC0629.The orthometric height was determined by differential leveling
 RC0629.and adjusted in June 1991.
 RC0629
 RC0629.The geoid height was determined by GEOID03.
 RC0629
 RC0629.The dynamic height is computed by dividing the NAVD 88
 RC0629.geopotential number by the normal gravity value computed on the
 RC0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0629.degrees latitude (g = 980.6199 gals.).
 RC0629
 RC0629.The modeled gravity was interpolated from observed gravity values.
 RC0629
 RC0629;                    North         East    Units  Estimated Accuracy
 RC0629;SPC OR N     -   211,860.    2,468,190.      MT  (+/- 180 meters Scaled)
 RC0629
 RC0629                          SUPERSEDED SURVEY CONTROL
 RC0629
 RC0629  NGVD 29 (??/??/92)  101.845  (m)          334.14   (f) ADJ UNCH    2 0
 RC0629
 RC0629.Superseded values are not recommended for survey control.
 RC0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0629.See file dsdata.txt to determine how the superseded data were derived.
 RC0629
 RC0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR632486(NAD 83)
 RC0629_MARKER: DB = BENCH MARK DISK
 RC0629_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RC0629_SP_SET: CULVERT
 RC0629_STAMPING: G 398 1946
 RC0629_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC0629
 RC0629  HISTORY     - Date     Condition        Report By
 RC0629  HISTORY     - 1946     MONUMENTED       CGS
 RC0629
 RC0629                          STATION DESCRIPTION
 RC0629
 RC0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RC0629'4.5 MI S FROM MOODY.
 RC0629'ALONG OREGON TRUNK RAILWAY, 4.5 MILES SOUTH OF STATION AT MOODY, ALSO
 RC0629'16.2 MILES NORTH OF STATION AT DIKE, AT CULVERT NO. T9.48, 26.8 FEET
 RC0629'WEST OF WEST RAIL, 23.5 FEET NORTH OF CENTER OF WEST END OF CULVERT
 RC0629'(MEASURED ALONG SLOPE OF HILL), 22.0 FEET EAST OF WEST RIGHT-OF-WAY
 RC0629'FENCE, SET IN LEDGE OF LARGE PORTION OF BEDROCK ABOUT 1 1/2 FOOT BELOW
 RC0629'TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0512 ***********************************************************************
 RA0512  DESIGNATION -  G 399
 RA0512  PID         -  RA0512
 RA0512  STATE/COUNTY-  OR/WALLOWA
 RA0512  USGS QUAD   -  HAAS HOLLOW (1990)
 RA0512
 RA0512                         *CURRENT SURVEY CONTROL
 RA0512  ___________________________________________________________________
 RA0512* NAD 83(1986)-  45 44 21.     (N)    116 46 10.     (W)     SCALED    
 RA0512* NAVD 88     -       399.431  (meters)    1310.47   (feet)  ADJUSTED  
 RA0512  ___________________________________________________________________
 RA0512  GEOID HEIGHT-         -16.40  (meters)                     GEOID03
 RA0512  DYNAMIC HT  -         399.365 (meters)    1310.25  (feet)  COMP
 RA0512  MODELED GRAV-     980,442.3   (mgal)                       NAVD 88
 RA0512
 RA0512  VERT ORDER  -  SECOND    CLASS 0
 RA0512
 RA0512.The horizontal coordinates were scaled from a topographic map and have
 RA0512.an estimated accuracy of +/- 6 seconds.
 RA0512
 RA0512.The orthometric height was determined by differential leveling
 RA0512.and adjusted in June 1991.
 RA0512
 RA0512.The geoid height was determined by GEOID03.
 RA0512
 RA0512.The dynamic height is computed by dividing the NAVD 88
 RA0512.geopotential number by the normal gravity value computed on the
 RA0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0512.degrees latitude (g = 980.6199 gals.).
 RA0512
 RA0512.The modeled gravity was interpolated from observed gravity values.
 RA0512
 RA0512;                    North         East    Units  Estimated Accuracy
 RA0512;SPC OR N     -   237,010.    2,790,220.      MT  (+/- 180 meters Scaled)
 RA0512
 RA0512                          SUPERSEDED SURVEY CONTROL
 RA0512
 RA0512  NGVD 29 (??/??/92)  398.316  (m)         1306.81   (f) ADJ UNCH    2 0
 RA0512
 RA0512.Superseded values are not recommended for survey control.
 RA0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0512.See file dsdata.txt to determine how the superseded data were derived.
 RA0512
 RA0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL179650(NAD 83)
 RA0512_MARKER: DB = BENCH MARK DISK
 RA0512_SETTING: 80 = SET IN A BOULDER
 RA0512_SP_SET: BOULDER
 RA0512_STAMPING: G 399 1945
 RA0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0512+STABILITY: SURFACE MOTION
 RA0512
 RA0512  HISTORY     - Date     Condition        Report By
 RA0512  HISTORY     - 1945     MONUMENTED       CGS
 RA0512  HISTORY     - 1954     MARK NOT FOUND   NGS
 RA0512  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RA0512
 RA0512                          STATION DESCRIPTION
 RA0512
 RA0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RA0512'6.7 MI S FROM MOUTH OF IMNAHA RIVER.
 RA0512'6.7 MILES SOUTH ALONG THE WEST BANK OF THE IMNAHA RIVER FROM THE MOUTH
 RA0512'AT THE SNAKE RIVER, SET ON THE NORTH BANK OF RIVER, 12 FEET SOUTH OF
 RA0512'AN OLD IRRIGATION CANAL, 7 FEET NORTHWEST OF A BIRCH TREE, 5 FEET
 RA0512'NORTHEAST OF A BIRCH TREE, 5 FEET SOUTH OF THE TRAIL.  BRONZE BENCH
 RA0512'MARK DISK SET IN TOP OF BOULDER.  ABOVE HIGH WATER LEVEL.
 RA0512
 RA0512                          STATION RECOVERY (1954)
 RA0512
 RA0512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 RA0512'MARK NOT FOUND.
 RA0512
 RA0512                          STATION RECOVERY (1987)
 RA0512
 RA0512'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBD)
 RA0512'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0398 ***********************************************************************
 RB0398  DESIGNATION -  G 4
 RB0398  PID         -  RB0398
 RB0398  STATE/COUNTY-  OR/UMATILLA
 RB0398  USGS QUAD   -  PENDLETON (1976)
 RB0398
 RB0398                         *CURRENT SURVEY CONTROL
 RB0398  ___________________________________________________________________
 RB0398* NAD 83(1986)-  45 40 41.     (N)    118 45 58.     (W)     SCALED    
 RB0398* NAVD 88     -       335.756  (meters)    1101.56   (feet)  ADJUSTED  
 RB0398  ___________________________________________________________________
 RB0398  GEOID HEIGHT-         -20.79  (meters)                     GEOID03
 RB0398  DYNAMIC HT  -         335.724 (meters)    1101.45  (feet)  COMP
 RB0398  MODELED GRAV-     980,511.0   (mgal)                       NAVD 88
 RB0398
 RB0398  VERT ORDER  -  FIRST     CLASS II
 RB0398
 RB0398.The horizontal coordinates were scaled from a topographic map and have
 RB0398.an estimated accuracy of +/- 6 seconds.
 RB0398
 RB0398.The orthometric height was determined by differential leveling
 RB0398.and adjusted in June 1991.
 RB0398.WARNING-Repeat measurements at this control monument indicate possible
 RB0398.vertical movement.
 RB0398
 RB0398.The geoid height was determined by GEOID03.
 RB0398
 RB0398.The dynamic height is computed by dividing the NAVD 88
 RB0398.geopotential number by the normal gravity value computed on the
 RB0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0398.degrees latitude (g = 980.6199 gals.).
 RB0398
 RB0398.The modeled gravity was interpolated from observed gravity values.
 RB0398
 RB0398;                    North         East    Units  Estimated Accuracy
 RB0398;SPC OR N     -   224,960.    2,635,070.      MT  (+/- 180 meters Scaled)
 RB0398
 RB0398                          SUPERSEDED SURVEY CONTROL
 RB0398
 RB0398  NGVD 29 (??/??/92)  334.750  (m)         1098.26   (f) ADJ UNCH    1 2
 RB0398
 RB0398.Superseded values are not recommended for survey control.
 RB0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0398.See file dsdata.txt to determine how the superseded data were derived.
 RB0398
 RB0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL624597(NAD 83)
 RB0398_MARKER: DB = BENCH MARK DISK
 RB0398_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RB0398_SP_SET: BRIDGE
 RB0398_STAMPING: 1098.350 G 4 1904
 RB0398_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RB0398
 RB0398  HISTORY     - Date     Condition        Report By
 RB0398  HISTORY     - 1904     MONUMENTED       CGS
 RB0398  HISTORY     - 1935     GOOD             NGS
 RB0398
 RB0398                          STATION DESCRIPTION
 RB0398
 RB0398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 RB0398'1.1 MI NE FROM PENDLETON.
 RB0398'1.1 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RB0398'STATION AT PENDLETON, UMATILLA COUNTY, AT THE SOUTHWEST END OF THE
 RB0398'BRIDGE OVER THE UMATILLA RIVER, IN THE BRIDGE SEAT, 6 INCHES OUTSIDE
 RB0398'THE DOWNSTREAM TRUSS.  A STANDARD DISK STAMPED 1098.449 G4 1904.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0287 ***********************************************************************
 RC0287  DESIGNATION -  G 40
 RC0287  PID         -  RC0287
 RC0287  STATE/COUNTY-  OR/GILLIAM
 RC0287  USGS QUAD   -  GWENDOLEN (1970)
 RC0287
 RC0287                         *CURRENT SURVEY CONTROL
 RC0287  ___________________________________________________________________
 RC0287* NAD 83(1986)-  45 19 47.     (N)    120 08 30.     (W)     SCALED    
 RC0287* NAVD 88     -       784.487  (meters)    2573.77   (feet)  ADJUSTED  
 RC0287  ___________________________________________________________________
 RC0287  GEOID HEIGHT-         -20.74  (meters)                     GEOID03
 RC0287  DYNAMIC HT  -         784.354 (meters)    2573.33  (feet)  COMP
 RC0287  MODELED GRAV-     980,419.8   (mgal)                       NAVD 88
 RC0287
 RC0287  VERT ORDER  -  FIRST     CLASS II
 RC0287
 RC0287.The horizontal coordinates were scaled from a topographic map and have
 RC0287.an estimated accuracy of +/- 6 seconds.
 RC0287
 RC0287.The orthometric height was determined by differential leveling
 RC0287.and adjusted in June 1991.
 RC0287
 RC0287.The geoid height was determined by GEOID03.
 RC0287
 RC0287.The dynamic height is computed by dividing the NAVD 88
 RC0287.geopotential number by the normal gravity value computed on the
 RC0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0287.degrees latitude (g = 980.6199 gals.).
 RC0287
 RC0287.The modeled gravity was interpolated from observed gravity values.
 RC0287
 RC0287;                    North         East    Units  Estimated Accuracy
 RC0287;SPC OR N     -   184,860.    2,528,090.      MT  (+/- 180 meters Scaled)
 RC0287
 RC0287                          SUPERSEDED SURVEY CONTROL
 RC0287
 RC0287  NGVD 29 (??/??/92)  783.413  (m)         2570.25   (f) ADJ UNCH    1 2
 RC0287
 RC0287.Superseded values are not recommended for survey control.
 RC0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0287.See file dsdata.txt to determine how the superseded data were derived.
 RC0287
 RC0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGR239235(NAD 83)
 RC0287_MARKER: DB = BENCH MARK DISK
 RC0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC0287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC0287_STAMPING: 2570.359 G 40 1930
 RC0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0287+STABILITY: SURFACE MOTION
 RC0287
 RC0287  HISTORY     - Date     Condition        Report By
 RC0287  HISTORY     - 1930     MONUMENTED       CGS
 RC0287  HISTORY     - 1963     GOOD             NGS
 RC0287  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RC0287
 RC0287                          STATION DESCRIPTION
 RC0287
 RC0287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 RC0287'1.3 MI S FROM GWENDOLEN.
 RC0287'1.3 MILES SOUTH ALONG STATE HIGHWAY 19 FROM THE RAILROAD SIDING AT
 RC0287'GWENDOLEN, 0.05 MILE NORTH OF MILE POST NO. 31, 43 FEET WEST OF THE
 RC0287'CENTER OF THE HIGHWAY, 36 FEET EAST OF THE EAST RAIL OF THE RAILROAD
 RC0287'TRACKS, 17 FEET SOUTHWEST OF POWER POLE NO. 230 AND 0.5 FOOT NORTHEAST
 RC0287'OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES.
 RC0287
 RC0287                          STATION RECOVERY (1987)
 RC0287
 RC0287'RECOVERY NOTE BY US POWER SQUADRON 1987 (RCC)
 RC0287'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0414 ***********************************************************************
 RA0414  DESIGNATION -  G 400
 RA0414  PID         -  RA0414
 RA0414  STATE/COUNTY-  OR/WALLOWA
 RA0414  USGS QUAD   -  SHEEP CREEK DIVIDE (1990)
 RA0414
 RA0414                         *CURRENT SURVEY CONTROL
 RA0414  ___________________________________________________________________
 RA0414* NAD 83(1986)-  45 28 29.     (N)    116 47 43.     (W)     SCALED    
 RA0414* NAVD 88     -       741.201  (meters)    2431.76   (feet)  ADJUSTED  
 RA0414  ___________________________________________________________________
 RA0414  GEOID HEIGHT-         -15.70  (meters)                     GEOID03
 RA0414  DYNAMIC HT  -         741.033 (meters)    2431.21  (feet)  COMP
 RA0414  MODELED GRAV-     980,366.6   (mgal)                       NAVD 88
 RA0414
 RA0414  VERT ORDER  -  SECOND    CLASS 0
 RA0414
 RA0414.The horizontal coordinates were scaled from a topographic map and have
 RA0414.an estimated accuracy of +/- 6 seconds.
 RA0414
 RA0414.The orthometric height was determined by differential leveling
 RA0414.and adjusted in June 1991.
 RA0414
 RA0414.The geoid height was determined by GEOID03.
 RA0414
 RA0414.The dynamic height is computed by dividing the NAVD 88
 RA0414.geopotential number by the normal gravity value computed on the
 RA0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0414.degrees latitude (g = 980.6199 gals.).
 RA0414
 RA0414.The modeled gravity was interpolated from observed gravity values.
 RA0414
 RA0414;                    North         East    Units  Estimated Accuracy
 RA0414;SPC OR N     -   207,560.    2,789,560.      MT  (+/- 180 meters Scaled)
 RA0414
 RA0414                          SUPERSEDED SURVEY CONTROL
 RA0414
 RA0414  NGVD 29 (??/??/92)  740.046  (m)         2427.97   (f) ADJ UNCH    2 0
 RA0414
 RA0414.Superseded values are not recommended for survey control.
 RA0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0414.See file dsdata.txt to determine how the superseded data were derived.
 RA0414
 RA0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL160357(NAD 83)
 RA0414_MARKER: DB = BENCH MARK DISK
 RA0414_SETTING: 80 = SET IN A BOULDER
 RA0414_SP_SET: BOULDER
 RA0414_STAMPING: G 400 1945
 RA0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0414+STABILITY: SURFACE MOTION
 RA0414
 RA0414  HISTORY     - Date     Condition        Report By
 RA0414  HISTORY     - 1945     MONUMENTED       CGS
 RA0414  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RA0414
 RA0414                          STATION DESCRIPTION
 RA0414
 RA0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RA0414'7.0 MI S FROM IMNAHA.
 RA0414'7.0 MILES SOUTH ALONG THE UPPER IMNAHA ROAD FROM THE POST OFFICE AT
 RA0414'IMNAHA, SET AT A FIELD CROSS ROAD, 66 FEET SOUTHEAST OF MILEPOST NO.
 RA0414'7, 36 FEET SOUTHEAST OF CENTER-LINE OF ROAD TO THE NORTHEAST INTO
 RA0414'FIELD, 12 FEET NORTHEAST OF CENTER-LINE OF MAIN ROAD, 1.5 FEET
 RA0414'SOUTHWEST OF FENCE, ABOUT 5 FEET ABOVE ROAD LEVEL, 2 FEET ABOVE THE
 RA0414'GROUND.  BRONZE BENCH MARK DISK SET IN TOP OF BOULDER.
 RA0414
 RA0414                          STATION RECOVERY (1987)
 RA0414
 RA0414'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBD)
 RA0414'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AI2415 ***********************************************************************
 AI2415  DESIGNATION -  G 401 X
 AI2415  PID         -  AI2415
 AI2415  STATE/COUNTY-  OR/DOUGLAS
 AI2415  USGS QUAD   -  IMNAHA (1990)
 AI2415
 AI2415                         *CURRENT SURVEY CONTROL
 AI2415  ___________________________________________________________________
 AI2415* NAD 83(1986)-  45 33 34.     (N)    116 50 08.     (W)     SCALED    
 AI2415* NAVD 88     -       602.22   (meters)    1975.8    (feet)  RESET     
 AI2415  ___________________________________________________________________
 AI2415  GEOID HEIGHT-         -15.97  (meters)                     GEOID03
 AI2415  VERT ORDER  -  THIRD
 AI2415
 AI2415.The horizontal coordinates were scaled from a topographic map and have
 AI2415.an estimated accuracy of +/- 6 seconds.
 AI2415
 AI2415.The orthometric height was computed from unverified reset data.
 AI2415.No vertical observational check was made to the station.
 AI2415
 AI2415.The geoid height was determined by GEOID03.
 AI2415
 AI2415;                    North         East    Units  Estimated Accuracy
 AI2415;SPC OR S     -   438,820.    1,786,240.      MT  (+/- 180 meters Scaled)
 AI2415
 AI2415                          SUPERSEDED SURVEY CONTROL
 AI2415
 AI2415.No superseded survey control is available for this station.
 AI2415
 AI2415_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL128451(NAD 83)
 AI2415_MARKER: DD = SURVEY DISK
 AI2415_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AI2415_SP_SET: SIDEWALK
 AI2415_STAMPING: G 401 X 1997
 AI2415_MARK LOGO: ORDT  
 AI2415_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI2415_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI2415
 AI2415  HISTORY     - Date     Condition        Report By
 AI2415  HISTORY     - 1997     MONUMENTED       ORDT
 AI2415
 AI2415                          STATION DESCRIPTION
 AI2415
 AI2415'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1997 (RED)
 AI2415'THE STATION IS LOCATED IN IMNAHA, ABOUT 61 M (200.1 FT) WEST OF THE
 AI2415'IMNAHA POST OFFICE, 6.1 M (20.0 FT) NORTHWEST FROM THE NORTHWEST END
 AI2415'OF THE BRIDGE OVER THE IMNAHA RIVER, A STANDARD OREGON DEPARTMENT OF
 AI2415'TRANSPORTATION BRONZE DISK SET IN THE OUTSIDE EDGE OF THE SIDEWALK.
 AI2415'OWNERSHIP--OREGON STATE DEPARTMENT OF TRANSPORTATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0724 ***********************************************************************
 RA0724  DESIGNATION -  G 402
 RA0724  PID         -  RA0724
 RA0724  STATE/COUNTY-  OR/WALLOWA
 RA0724  USGS QUAD   -  KINNEY LAKE (1990)
 RA0724
 RA0724                         *CURRENT SURVEY CONTROL
 RA0724  ___________________________________________________________________
 RA0724* NAD 83(1986)-  45 15 57.     (N)    117 04 25.     (W)     SCALED    
 RA0724* NAVD 88     -      1753.501  (meters)    5752.94   (feet)  ADJUSTED  
 RA0724  ___________________________________________________________________
 RA0724  GEOID HEIGHT-         -15.51  (meters)                     GEOID03
 RA0724  DYNAMIC HT  -        1752.818 (meters)    5750.70  (feet)  COMP
 RA0724  MODELED GRAV-     980,163.7   (mgal)                       NAVD 88
 RA0724
 RA0724  VERT ORDER  -  SECOND    CLASS 0
 RA0724
 RA0724.The horizontal coordinates were scaled from a topographic map and have
 RA0724.an estimated accuracy of +/- 6 seconds.
 RA0724
 RA0724.The orthometric height was determined by differential leveling
 RA0724.and adjusted in June 1991.
 RA0724
 RA0724.The geoid height was determined by GEOID03.
 RA0724
 RA0724.The dynamic height is computed by dividing the NAVD 88
 RA0724.geopotential number by the normal gravity value computed on the
 RA0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0724.degrees latitude (g = 980.6199 gals.).
 RA0724
 RA0724.The modeled gravity was interpolated from observed gravity values.
 RA0724
 RA0724;                    North         East    Units  Estimated Accuracy
 RA0724;SPC OR N     -   183,400.    2,768,800.      MT  (+/- 180 meters Scaled)
 RA0724
 RA0724                          SUPERSEDED SURVEY CONTROL
 RA0724
 RA0724  NGVD 29 (??/??/92) 1752.196  (m)         5748.66   (f) ADJ UNCH    2 0
 RA0724
 RA0724.Superseded values are not recommended for survey control.
 RA0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0724.See file dsdata.txt to determine how the superseded data were derived.
 RA0724
 RA0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML942124(NAD 83)
 RA0724_MARKER: DB = BENCH MARK DISK
 RA0724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RA0724_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RA0724_STAMPING: G 402 1945
 RA0724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0724+STABILITY: SURFACE MOTION
 RA0724
 RA0724  HISTORY     - Date     Condition        Report By
 RA0724  HISTORY     - 1945     MONUMENTED       CGS
 RA0724  HISTORY     - 19870817 MARK NOT FOUND   USPSQD
 RA0724
 RA0724                          STATION DESCRIPTION
 RA0724
 RA0724'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RA0724'15.8 MI SE FROM JOSEPH.
 RA0724'15.8 MILES SOUTHEAST ALONG THE LICK CREEK ROAD FROM THE POST OFFICE AT
 RA0724'JOSEPH, SET ON NORTH SLOPE OF HILL, 36 FEET SOUTHEAST OF MILEPOST NO.
 RA0724'16, 15 FEET EAST OF CENTER LINE OF ROAD, 15 FEET NORTHWEST OF PINE
 RA0724'TREE WITH TRIANGLE BLAZE ON WEST SIDE.  BRONZE BENCH MARK DISK.
 RA0724
 RA0724                          STATION RECOVERY (1987)
 RA0724
 RA0724'RECOVERY NOTE BY US POWER SQUADRON 1987 (DEK)
 RA0724'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0575 ***********************************************************************
 QB0575  DESIGNATION -  G 404
 QB0575  PID         -  QB0575
 QB0575  STATE/COUNTY-  OR/BAKER
 QB0575  USGS QUAD   -  KEATING (1994)
 QB0575
 QB0575                         *CURRENT SURVEY CONTROL
 QB0575  ___________________________________________________________________
 QB0575* NAD 83(1986)-  44 49 57.     (N)    117 32 11.     (W)     SCALED    
 QB0575* NAVD 88     -       830.831  (meters)    2725.82   (feet)  ADJUSTED  
 QB0575  ___________________________________________________________________
 QB0575  GEOID HEIGHT-         -16.80  (meters)                     GEOID03
 QB0575  DYNAMIC HT  -         830.611 (meters)    2725.10  (feet)  COMP
 QB0575  MODELED GRAV-     980,325.1   (mgal)                       NAVD 88
 QB0575
 QB0575  VERT ORDER  -  SECOND    CLASS 0
 QB0575
 QB0575.The horizontal coordinates were scaled from a topographic map and have
 QB0575.an estimated accuracy of +/- 6 seconds.
 QB0575
 QB0575.The orthometric height was determined by differential leveling
 QB0575.and adjusted in June 1991.
 QB0575
 QB0575.The geoid height was determined by GEOID03.
 QB0575
 QB0575.The dynamic height is computed by dividing the NAVD 88
 QB0575.geopotential number by the normal gravity value computed on the
 QB0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0575.degrees latitude (g = 980.6199 gals.).
 QB0575
 QB0575.The modeled gravity was interpolated from observed gravity values.
 QB0575
 QB0575;                    North         East    Units  Estimated Accuracy
 QB0575;SPC OR N     -   133,850.    2,734,280.      MT  (+/- 180 meters Scaled)
 QB0575
 QB0575                          SUPERSEDED SURVEY CONTROL
 QB0575
 QB0575  NGVD 29 (??/??/92)  829.757  (m)         2722.29   (f) ADJ UNCH    2 0
 QB0575
 QB0575.Superseded values are not recommended for survey control.
 QB0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0575.See file dsdata.txt to determine how the superseded data were derived.
 QB0575
 QB0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK576644(NAD 83)
 QB0575_MARKER: DB = BENCH MARK DISK
 QB0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0575_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0575_STAMPING: G-404 1945
 QB0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0575+STABILITY: SURFACE MOTION
 QB0575
 QB0575  HISTORY     - Date     Condition        Report By
 QB0575  HISTORY     - 1945     MONUMENTED       CGS
 QB0575  HISTORY     - 1967     MARK NOT FOUND   NGS
 QB0575
 QB0575                          STATION DESCRIPTION
 QB0575
 QB0575'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QB0575'17.7 MI E FROM BAKER.
 QB0575'17.7 MILES EAST ALONG STATE HIGHWAY NO. 86 FROM THE POST OFFICE AT
 QB0575'BAKER, SET IN TO OF CONCRETE POST, 1.1 MILES FROM BENCH MARK F-404, IN
 QB0575'LINE WITH TELEPHONE POLES, 36 FEET NORTHWEST OF THE CENTER-LINE OF THE
 QB0575'HIGHWAY, 2.5 FEET SOUTH-EAST OF FENCE LINE, 0.6 FEET ABOVE GROUND.
 QB0575
 QB0575                          STATION RECOVERY (1967)
 QB0575
 QB0575'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 QB0575'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0873 ***********************************************************************
 RA0873  DESIGNATION -  G 405
 RA0873  PID         -  RA0873
 RA0873  STATE/COUNTY-  OR/UNION
 RA0873  USGS QUAD   -  PARTRIDGE CREEK (1995)
 RA0873
 RA0873                         *CURRENT SURVEY CONTROL
 RA0873  ___________________________________________________________________
 RA0873* NAD 83(1986)-  45 38 43.     (N)    117 52 46.     (W)     SCALED    
 RA0873* NAVD 88     -       778.890  (meters)    2555.41   (feet)  ADJUSTED  
 RA0873  ___________________________________________________________________
 RA0873  GEOID HEIGHT-         -18.05  (meters)                     GEOID03
 RA0873  DYNAMIC HT  -         778.734 (meters)    2554.90  (feet)  COMP
 RA0873  MODELED GRAV-     980,390.0   (mgal)                       NAVD 88
 RA0873
 RA0873  VERT ORDER  -  SECOND    CLASS 0
 RA0873
 RA0873.The horizontal coordinates were scaled from a topographic map and have
 RA0873.an estimated accuracy of +/- 6 seconds.
 RA0873
 RA0873.The orthometric height was determined by differential leveling
 RA0873.and adjusted in June 1991.
 RA0873
 RA0873.The geoid height was determined by GEOID03.
 RA0873
 RA0873.The dynamic height is computed by dividing the NAVD 88
 RA0873.geopotential number by the normal gravity value computed on the
 RA0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0873.degrees latitude (g = 980.6199 gals.).
 RA0873
 RA0873.The modeled gravity was interpolated from observed gravity values.
 RA0873
 RA0873;                    North         East    Units  Estimated Accuracy
 RA0873;SPC OR N     -   223,180.    2,704,240.      MT  (+/- 180 meters Scaled)
 RA0873
 RA0873                          SUPERSEDED SURVEY CONTROL
 RA0873
 RA0873  NGVD 29 (??/??/92)  777.789  (m)         2551.80   (f) ADJ UNCH    2 0
 RA0873
 RA0873.Superseded values are not recommended for survey control.
 RA0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0873.See file dsdata.txt to determine how the superseded data were derived.
 RA0873
 RA0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML314550(NAD 83)
 RA0873_MARKER: DB = BENCH MARK DISK
 RA0873_SETTING: 80 = SET IN A BOULDER
 RA0873_SP_SET: BOULDER
 RA0873_STAMPING: G 405 1945
 RA0873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0873+STABILITY: SURFACE MOTION
 RA0873
 RA0873  HISTORY     - Date     Condition        Report By
 RA0873  HISTORY     - 1945     MONUMENTED       CGS
 RA0873  HISTORY     - 1963     MARK NOT FOUND   NGS
 RA0873
 RA0873                          STATION DESCRIPTION
 RA0873
 RA0873'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RA0873'6.4 MI N FROM ELGIN.
 RA0873'ALONG UNION PACIFIC RAILROAD, 6.4 MILES NORTH OF STATION AT ELGIN,
 RA0873'ACROSS TRACK FROM AND 2 RAILS NORTH OF MILE POST NO. 27, 54.0 FEET
 RA0873'EAST OF CENTERLINE OF TRACK, 20.0 FEET SOUTH OF POINT OF HILL THROUGH
 RA0873'WHICH THE RAILROAD HAS MADE A CUT FOR TRACK, 12.0 FEET NORTH OF A
 RA0873'POINT IN LINE TANGENT WITH THE OUTLET END OF CULVERT NO. 27.00 UNDER
 RA0873'THE TRACK, SET IN TOP OF EMBEDDED BOULDER ABOUT 12 FEET BELOW TRACK
 RA0873'AND 6 FEET WEST OF EDGE OF WATER IN GRANDE RONDE RIVER.
 RA0873
 RA0873                          STATION RECOVERY (1963)
 RA0873
 RA0873'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 RA0873'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0827 ***********************************************************************
 RA0827  DESIGNATION -  G 406
 RA0827  PID         -  RA0827
 RA0827  STATE/COUNTY-  OR/UNION
 RA0827  USGS QUAD   -  COVE (1993)
 RA0827
 RA0827                         *CURRENT SURVEY CONTROL
 RA0827  ___________________________________________________________________
 RA0827* NAD 83(1986)-  45 21 17.     (N)    117 50 29.     (W)     SCALED    
 RA0827* NAVD 88     -       819.080  (meters)    2687.26   (feet)  ADJUSTED  
 RA0827  ___________________________________________________________________
 RA0827  GEOID HEIGHT-         -17.45  (meters)                     GEOID03
 RA0827  DYNAMIC HT  -         818.852 (meters)    2686.52  (feet)  COMP
 RA0827  MODELED GRAV-     980,312.4   (mgal)                       NAVD 88
 RA0827
 RA0827  VERT ORDER  -  SECOND    CLASS 0
 RA0827
 RA0827.The horizontal coordinates were scaled from a topographic map and have
 RA0827.an estimated accuracy of +/- 6 seconds.
 RA0827
 RA0827.The orthometric height was determined by differential leveling
 RA0827.and adjusted in June 1991.
 RA0827
 RA0827.The geoid height was determined by GEOID03.
 RA0827
 RA0827.The dynamic height is computed by dividing the NAVD 88
 RA0827.geopotential number by the normal gravity value computed on the
 RA0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0827.degrees latitude (g = 980.6199 gals.).
 RA0827
 RA0827.The modeled gravity was interpolated from observed gravity values.
 RA0827
 RA0827;                    North         East    Units  Estimated Accuracy
 RA0827;SPC OR N     -   191,010.    2,708,270.      MT  (+/- 180 meters Scaled)
 RA0827
 RA0827                          SUPERSEDED SURVEY CONTROL
 RA0827
 RA0827  NGVD 29 (??/??/92)  817.949  (m)         2683.55   (f) ADJ UNCH    2 0
 RA0827
 RA0827.Superseded values are not recommended for survey control.
 RA0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0827.See file dsdata.txt to determine how the superseded data were derived.
 RA0827
 RA0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML340227(NAD 83)
 RA0827_MARKER: DB = BENCH MARK DISK
 RA0827_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RA0827_SP_SET: PIER
 RA0827_STAMPING: G 406 1945
 RA0827_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RA0827
 RA0827  HISTORY     - Date     Condition        Report By
 RA0827  HISTORY     - 1945     MONUMENTED       CGS
 RA0827  HISTORY     - 19930719 MARK NOT FOUND   USGS-R
 RA0827
 RA0827                          STATION DESCRIPTION
 RA0827
 RA0827'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RA0827'5.6 MI NW FROM COVE.
 RA0827'ALONG GRANDE RONDE RIVER, 1.0 MILE WEST, THENCE 4.0 MILES NORTH,
 RA0827'THENCE 0.6 MILE WEST ALONG COUNTY GRAVEL ROADS TO SOUTHWEST END OF
 RA0827'STEEL BRIDGE OVER RIVER, 12.0 FEET SOUTHEAST OF CENTERLINE OF BRIDGE,
 RA0827'4.5 FEET BELOW TOP OF FLOOR OF BRIDGE, SET IN TOP OF SOUTHEAST END OF
 RA0827'SOUTHWEST CONCRETE PIER FOR BRIDGE.
 RA0827
 RA0827                          STATION RECOVERY (1993)
 RA0827
 RA0827'RECOVERY NOTE BY USGS ROCKY MOUNTAIN MAPPING CENTER 1993 (MAT)
 RA0827'BRIDGE HAS BEEN REPLACED, NO EVIDENCE OF THE MARK WAS FOUND
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0694 ***********************************************************************
 RA0694  DESIGNATION -  G 407
 RA0694  PID         -  RA0694
 RA0694  STATE/COUNTY-  OR/WALLOWA
 RA0694  USGS QUAD   -  CHIEF JOSEPH MTN (1990)
 RA0694
 RA0694                         *CURRENT SURVEY CONTROL
 RA0694  ___________________________________________________________________
 RA0694* NAD 83(1991)-  45 20 56.61360(N)    117 15 08.71402(W)     ADJUSTED  
 RA0694* NAVD 88     -      1263.393  (meters)    4144.98   (feet)  ADJUSTED  
 RA0694  ___________________________________________________________________
 RA0694  LAPLACE CORR-          -2.75  (seconds)                    DEFLEC99
 RA0694  GEOID HEIGHT-         -15.83  (meters)                     GEOID03
 RA0694  DYNAMIC HT  -        1262.931 (meters)    4143.47  (feet)  COMP
 RA0694  MODELED GRAV-     980,207.3   (mgal)                       NAVD 88
 RA0694
 RA0694  HORZ ORDER  -  SECOND
 RA0694  VERT ORDER  -  SECOND    CLASS 0
 RA0694
 RA0694.The horizontal coordinates were established by classical geodetic methods
 RA0694.and adjusted by the National Geodetic Survey in October 1991.
 RA0694
 RA0694.The orthometric height was determined by differential leveling
 RA0694.and adjusted in June 1991.
 RA0694
 RA0694.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA0694
 RA0694.The geoid height was determined by GEOID03.
 RA0694
 RA0694.The dynamic height is computed by dividing the NAVD 88
 RA0694.geopotential number by the normal gravity value computed on the
 RA0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0694.degrees latitude (g = 980.6199 gals.).
 RA0694
 RA0694.The modeled gravity was interpolated from observed gravity values.
 RA0694
 RA0694;                    North         East     Units Scale Factor Converg.
 RA0694;SPC OR N     -   192,064.313 2,754,407.742   MT  0.99989952   +2 18 11.3
 RA0694;SPC OR N     -   630,132.26  9,036,770.81   iFT  0.99989952   +2 18 11.3
 RA0694;UTM  11      - 5,021,758.644   480,226.566   MT  0.99960481   -0 10 46.5
 RA0694
 RA0694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA0694!SPC OR N     -   0.99980445  x   0.99989952  =   0.99970398
 RA0694!UTM  11      -   0.99980445  x   0.99960481  =   0.99940933
 RA0694
 RA0694                          SUPERSEDED SURVEY CONTROL
 RA0694
 RA0694  NAD 83(1986)-  45 20 56.61871(N)    117 15 08.70476(W) AD(       ) 2
 RA0694  NAD 27      -  45 20 57.07567(N)    117 15 05.11611(W) AD(       ) 2
 RA0694  NGVD 29 (??/??/92) 1262.091  (m)         4140.71   (f) ADJ UNCH    2 0
 RA0694
 RA0694.Superseded values are not recommended for survey control.
 RA0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0694.See file dsdata.txt to determine how the superseded data were derived.
 RA0694
 RA0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML8022721759(NAD 83)
 RA0694_MARKER: DB = BENCH MARK DISK
 RA0694_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RA0694_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RA0694_STAMPING: G 407 1945
 RA0694_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RA0694
 RA0694  HISTORY     - Date     Condition        Report By
 RA0694  HISTORY     - 1946     MONUMENTED       CGS
 RA0694  HISTORY     - 1968     GOOD             NGS
 RA0694
 RA0694                          STATION DESCRIPTION
 RA0694
 RA0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JTJ)
 RA0694'LOCATED BY DISTANCE AND DIRECTION, STATION JOSEPH AIRPORT.
 RA0694'
 RA0694'THE MARK IS A STANDARD UNITED STATES COAST AND GEODETIC
 RA0694'SURVEY BRONZE BENCH MARK BRAZED TO THE TOP OF AN IRON PIPE
 RA0694'PROJECTING ABOUT 4 INCHES, 2 FEET NORTH OF A FENCE LINE, SOUTH
 RA0694'OF THE OFFICE BUILDING AT THE JOSEPH MUNICIPAL AIRPORT.  STAMPED
 RA0694'G 407 1945.  (SEE DESCRIPTION FOR STATION JOSEPH AIRPORT 1946)
 RA0694
 RA0694                          STATION RECOVERY (1968)
 RA0694
 RA0694'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 RA0694'1.4 MI NW FROM JOSEPH.
 RA0694'0.2 MILE NORTH ALONG STATE HIGHWAY 82 FROM THE JOSEPH POST OFFICE,
 RA0694'THENCE 1.2 MILES WEST ALONG HURRICANE CREEK ROAD TO THE JOSEPH AIRPORT
 RA0694'AND THE BENCH MARK ON THE RIGHT, 100 FEET EAST OF THE CENTER OF THE
 RA0694'DRIVEWAY TO THE AIRPORT, 95 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 RA0694'OFFICE BUILDING, 83 FEET SOUTHEAST OF THE FLAG STAFF, 34 FEET NORTH OF
 RA0694'THE CENTER OF HURRICANE CREEK ROAD, 34 FEET SOUTHWEST OF TRIANGULATION
 RA0694'STATION JOSEPH AIRPORT AND 0.5 FOOT WEST OF A METAL WITNESS POST. A
 RA0694'STANDARD DISK FASTENED TO THE TOP OF A 3-INCH CAST IRON PIPE SET IN
 RA0694'CONCRETE AND PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0098 ***********************************************************************
 QD0098  DESIGNATION -  G 408
 QD0098  PID         -  QD0098
 QD0098  STATE/COUNTY-  OR/WHEELER
 QD0098  USGS QUAD   -  TONEY BUTTE (1988)
 QD0098
 QD0098                         *CURRENT SURVEY CONTROL
 QD0098  ___________________________________________________________________
 QD0098* NAD 83(1986)-  44 44 13.     (N)    120 07 20.     (W)     SCALED    
 QD0098* NAVD 88     -       480.551  (meters)    1576.61   (feet)  ADJUSTED  
 QD0098  ___________________________________________________________________
 QD0098  GEOID HEIGHT-         -20.24  (meters)                     GEOID03
 QD0098  DYNAMIC HT  -         480.417 (meters)    1576.17  (feet)  COMP
 QD0098  MODELED GRAV-     980,326.1   (mgal)                       NAVD 88
 QD0098
 QD0098  VERT ORDER  -  SECOND    CLASS 0
 QD0098
 QD0098.The horizontal coordinates were scaled from a topographic map and have
 QD0098.an estimated accuracy of +/- 6 seconds.
 QD0098
 QD0098.The orthometric height was determined by differential leveling
 QD0098.and adjusted in June 1991.
 QD0098
 QD0098.The geoid height was determined by GEOID03.
 QD0098
 QD0098.The dynamic height is computed by dividing the NAVD 88
 QD0098.geopotential number by the normal gravity value computed on the
 QD0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0098.degrees latitude (g = 980.6199 gals.).
 QD0098
 QD0098.The modeled gravity was interpolated from observed gravity values.
 QD0098
 QD0098;                    North         East    Units  Estimated Accuracy
 QD0098;SPC OR N     -   119,000.    2,529,920.      MT  (+/- 180 meters Scaled)
 QD0098
 QD0098                          SUPERSEDED SURVEY CONTROL
 QD0098
 QD0098  NGVD 29 (??/??/92)  479.415  (m)         1572.88   (f) ADJ UNCH    2 0
 QD0098
 QD0098.Superseded values are not recommended for survey control.
 QD0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0098.See file dsdata.txt to determine how the superseded data were derived.
 QD0098
 QD0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGQ278577(NAD 83)
 QD0098_MARKER: DB = BENCH MARK DISK
 QD0098_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QD0098_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QD0098_STAMPING: G 408 1946
 QD0098_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0098
 QD0098  HISTORY     - Date     Condition        Report By
 QD0098  HISTORY     - 1946     MONUMENTED       CGS
 QD0098  HISTORY     - 1965     MARK NOT FOUND   NGS
 QD0098
 QD0098                          STATION DESCRIPTION
 QD0098
 QD0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 QD0098'2.7 MI NE FROM TWICKENHAM.
 QD0098'ALONG JOHN DAY RIVER, 2.7 MILES NORTHEAST ALONG PRIVATE RANCH ROAD
 QD0098'FROM BRIDGE ACROSS JOHN DAY RIVER AT TWICKENHAM, ABOUT MIDWAY OF A
 QD0098'LARGE BAR, 0.35 MILE EAST OF A SMALL RANCH HOUSE AND SHEEP SHEDS, 0.15
 QD0098'MILE SOUTHEAST OF RANCH ROAD, AT NORTHEAST END OF A GROUP OF TWELVE
 QD0098'CEDAR TREES, 30.0 FEET NORTHWEST OF BANK OF RIVER, 16.5 FEET NORTHWEST
 QD0098'OF TWIN TRUNK CEDAR TREE (THE MOST NORTHEASTERLY OF A GROUP OF TWELVE
 QD0098'CEDAR TREES), 2.3 FEET SOUTHEAST OF REFERENCE POST. FASTENED ON TOP OF
 QD0098'A 3-INCH CAST IRON SOIL PIPE SET IN CONCRETE AND PROJECTING 0.4 FOOT
 QD0098'ABOVE GROUND.
 QD0098
 QD0098                          STATION RECOVERY (1965)
 QD0098
 QD0098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 QD0098'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0607 ***********************************************************************
 RA0607  DESIGNATION -  G 409
 RA0607  PID         -  RA0607
 RA0607  STATE/COUNTY-  OR/WALLOWA
 RA0607  USGS QUAD   -  TROY (1995)
 RA0607
 RA0607                         *CURRENT SURVEY CONTROL
 RA0607  ___________________________________________________________________
 RA0607* NAD 83(1986)-  45 55 37.     (N)    117 25 03.     (W)     SCALED    
 RA0607* NAVD 88     -       891.199  (meters)    2923.88   (feet)  ADJUSTED  
 RA0607  ___________________________________________________________________
 RA0607  GEOID HEIGHT-         -17.54  (meters)                     GEOID03
 RA0607  DYNAMIC HT  -         891.069 (meters)    2923.45  (feet)  COMP
 RA0607  MODELED GRAV-     980,438.9   (mgal)                       NAVD 88
 RA0607
 RA0607  VERT ORDER  -  SECOND    CLASS 0
 RA0607
 RA0607.The horizontal coordinates were scaled from a topographic map and have
 RA0607.an estimated accuracy of +/- 6 seconds.
 RA0607
 RA0607.The orthometric height was determined by differential leveling
 RA0607.and adjusted in June 1991.
 RA0607
 RA0607.The geoid height was determined by GEOID03.
 RA0607
 RA0607.The dynamic height is computed by dividing the NAVD 88
 RA0607.geopotential number by the normal gravity value computed on the
 RA0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0607.degrees latitude (g = 980.6199 gals.).
 RA0607
 RA0607.The modeled gravity was interpolated from observed gravity values.
 RA0607
 RA0607;                    North         East    Units  Estimated Accuracy
 RA0607;SPC OR N     -   255,740.    2,739,030.      MT  (+/- 180 meters Scaled)
 RA0607
 RA0607                          SUPERSEDED SURVEY CONTROL
 RA0607
 RA0607  NGVD 29 (??/??/92)  890.139  (m)         2920.40   (f) ADJ UNCH    2 0
 RA0607
 RA0607.Superseded values are not recommended for survey control.
 RA0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0607.See file dsdata.txt to determine how the superseded data were derived.
 RA0607
 RA0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML676860(NAD 83)
 RA0607_MARKER: DB = BENCH MARK DISK
 RA0607_SETTING: 66 = SET IN ROCK OUTCROP
 RA0607_SP_SET: ROCK
 RA0607_STAMPING: G 409 1945
 RA0607_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA0607+STABILITY: POSITION/ELEVATION WELL
 RA0607
 RA0607  HISTORY     - Date     Condition        Report By
 RA0607  HISTORY     - 1945     MONUMENTED       CGS
 RA0607  HISTORY     - 1967     MARK NOT FOUND   NGS
 RA0607
 RA0607                          STATION DESCRIPTION
 RA0607
 RA0607'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RA0607'3.30 MI SE FROM TROY.
 RA0607'3.30 MILES SOUTHEAST OF TROY POST OFFICE, ALONG TROY-FLORA ROAD, 27.4
 RA0607'FEET SOUTH OF A U.S.G.S. CHISELED SQUARE, 25.8 FEET SOUTH OF THE
 RA0607'CENTER LINE OF THE ROAD WHERE IT MAKES A RIGHT ANGLE TURN TO THE EAST,
 RA0607'9 FEET EAST OF THE CENTER OF A GATE TO A FARM ROAD, 3 FEET NORTHEAST
 RA0607'OF A TELEPHONE POLE WHICH IS ALSO A FENCE CORNER.  A BRONZE DISK, SET
 RA0607'IN A DRILL HOLE IN A ROCK FLUSH WITH THE GROUND AND LEVEL WITH THE
 RA0607'ROAD.
 RA0607
 RA0607                          STATION RECOVERY (1967)
 RA0607
 RA0607'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 RA0607'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0267 ***********************************************************************
 QC0267  DESIGNATION -  G 410
 QC0267  PID         -  QC0267
 QC0267  STATE/COUNTY-  OR/GRANT
 QC0267  USGS QUAD   -  SLICKEAR MOUNTAIN (1995)
 QC0267
 QC0267                         *CURRENT SURVEY CONTROL
 QC0267  ___________________________________________________________________
 QC0267* NAD 83(1986)-  44 54 53.     (N)    119 18 59.     (W)     SCALED    
 QC0267* NAVD 88     -       660.465  (meters)    2166.88   (feet)  ADJUSTED  
 QC0267  ___________________________________________________________________
 QC0267  GEOID HEIGHT-         -19.09  (meters)                     GEOID03
 QC0267  DYNAMIC HT  -         660.270 (meters)    2166.24  (feet)  COMP
 QC0267  MODELED GRAV-     980,302.1   (mgal)                       NAVD 88
 QC0267
 QC0267  VERT ORDER  -  SECOND    CLASS 0
 QC0267
 QC0267.The horizontal coordinates were scaled from a topographic map and have
 QC0267.an estimated accuracy of +/- 6 seconds.
 QC0267
 QC0267.The orthometric height was determined by differential leveling
 QC0267.and adjusted in June 1991.
 QC0267
 QC0267.The geoid height was determined by GEOID03.
 QC0267
 QC0267.The dynamic height is computed by dividing the NAVD 88
 QC0267.geopotential number by the normal gravity value computed on the
 QC0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0267.degrees latitude (g = 980.6199 gals.).
 QC0267
 QC0267.The modeled gravity was interpolated from observed gravity values.
 QC0267
 QC0267;                    North         East    Units  Estimated Accuracy
 QC0267;SPC OR N     -   139,370.    2,593,450.      MT  (+/- 180 meters Scaled)
 QC0267
 QC0267                          SUPERSEDED SURVEY CONTROL
 QC0267
 QC0267  NGVD 29 (??/??/92)  659.316  (m)         2163.11   (f) ADJ UNCH    2 0
 QC0267
 QC0267.Superseded values are not recommended for survey control.
 QC0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0267.See file dsdata.txt to determine how the superseded data were derived.
 QC0267
 QC0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK171760(NAD 83)
 QC0267_MARKER: DB = BENCH MARK DISK
 QC0267_SETTING: 66 = SET IN ROCK OUTCROP
 QC0267_SP_SET: ROCK OUTCROP
 QC0267_STAMPING: G 410 1946
 QC0267_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QC0267+STABILITY: POSITION/ELEVATION WELL
 QC0267
 QC0267  HISTORY     - Date     Condition        Report By
 QC0267  HISTORY     - 1946     MONUMENTED       CGS
 QC0267
 QC0267                          STATION DESCRIPTION
 QC0267
 QC0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 QC0267'14.8 MI NE FROM MONUMENT.
 QC0267'14.8 MILES NORTHEAST ALONG THE NORTH FORK OF JOHN DAY RIVER FROM THE
 QC0267'POST OFFICE AT MONUMENT, GRANT COUNTY, AT A SMALL PINE TREE ON THE
 QC0267'BANK OF THE RIVER, 20 FEET NORTHEAST OF THE RIVERS EDGE AT LOW WATER,
 QC0267'IN THE TOP OF A ROCK OUTCROP, ABOUT 10 FEET ABOVE LOW WATER, AND ABOUT
 QC0267'3 FEET ABOVE THE LEVEL OF THE GROUND.  A STANDARD DISK, STAMPED G 410
 QC0267'1946.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0636 ***********************************************************************
 QC0636  DESIGNATION -  G 411
 QC0636  PID         -  QC0636
 QC0636  STATE/COUNTY-  OR/GRANT
 QC0636  USGS QUAD   -  RITTER (1995)
 QC0636
 QC0636                         *CURRENT SURVEY CONTROL
 QC0636  ___________________________________________________________________
 QC0636* NAD 83(1986)-  44 58 47.     (N)    119 14 49.     (W)     SCALED    
 QC0636* NAVD 88     -       712.756  (meters)    2338.43   (feet)  ADJUSTED  
 QC0636  ___________________________________________________________________
 QC0636  GEOID HEIGHT-         -18.92  (meters)                     GEOID03
 QC0636  DYNAMIC HT  -         712.558 (meters)    2337.78  (feet)  COMP
 QC0636  MODELED GRAV-     980,316.9   (mgal)                       NAVD 88
 QC0636
 QC0636  VERT ORDER  -  SECOND    CLASS 0
 QC0636
 QC0636.The horizontal coordinates were scaled from a topographic map and have
 QC0636.an estimated accuracy of +/- 6 seconds.
 QC0636
 QC0636.The orthometric height was determined by differential leveling
 QC0636.and adjusted in June 1991.
 QC0636
 QC0636.The geoid height was determined by GEOID03.
 QC0636
 QC0636.The dynamic height is computed by dividing the NAVD 88
 QC0636.geopotential number by the normal gravity value computed on the
 QC0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0636.degrees latitude (g = 980.6199 gals.).
 QC0636
 QC0636.The modeled gravity was interpolated from observed gravity values.
 QC0636
 QC0636;                    North         East    Units  Estimated Accuracy
 QC0636;SPC OR N     -   146,680.    2,598,820.      MT  (+/- 180 meters Scaled)
 QC0636
 QC0636                          SUPERSEDED SURVEY CONTROL
 QC0636
 QC0636  NGVD 29 (??/??/92)  711.609  (m)         2334.67   (f) ADJ UNCH    2 0
 QC0636
 QC0636.Superseded values are not recommended for survey control.
 QC0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0636.See file dsdata.txt to determine how the superseded data were derived.
 QC0636
 QC0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK228831(NAD 83)
 QC0636_MARKER: DB = BENCH MARK DISK
 QC0636_SETTING: 66 = SET IN ROCK OUTCROP
 QC0636_SP_SET: OUTCROP
 QC0636_STAMPING: G 411 1946
 QC0636_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QC0636+STABILITY: POSITION/ELEVATION WELL
 QC0636
 QC0636  HISTORY     - Date     Condition        Report By
 QC0636  HISTORY     - 1946     MONUMENTED       CGS
 QC0636  HISTORY     - 1946     GOOD             NGS
 QC0636
 QC0636                          STATION DESCRIPTION
 QC0636
 QC0636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 QC0636'19.8 MI SW FROM DALE.
 QC0636'4.0 MILES NORTH ALONG U.S. HIGHWAY 395 FROM THE POST OFFICE AT DALE,
 QC0636'GRANT COUNTY, THENCE 15.8 MILES SOUTHWEST ALONG THE NORTH FORK OF JOHN
 QC0636'DAY RIVER.  ON THE NORTHEAST BANK OF A SMALL RAVINE, ABOUT 100 FEET
 QC0636'EAST OF A LARGE PINE TREE ON THE SOUTHWEST BANK OF THE RAVINE WITH A
 QC0636'TRIANGULAR BLAZE ON THE SIDE FACING THE RIVER, 65 FEET NORTHEAST OF A
 QC0636'FENCE CORNER, 8 FEET NORTHWEST OF THE RIVERS EDGE AT LOW WATER, IN A
 QC0636'ROCK OUTCROP, AND ABOUT 3 FEET ABOVE THE LOW-WATER LEVEL. A STANDARD
 QC0636'DISK STAMPED G 411 1946.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0276 ***********************************************************************
 QC0276  DESIGNATION -  G 412
 QC0276  PID         -  QC0276
 QC0276  STATE/COUNTY-  OR/GRANT
 QC0276  USGS QUAD   -  RITTER (1995)
 QC0276
 QC0276                         *CURRENT SURVEY CONTROL
 QC0276  ___________________________________________________________________
 QC0276* NAD 83(1986)-  44 53 42.     (N)    119 14 35.     (W)     SCALED    
 QC0276* NAVD 88     -       704.319  (meters)    2310.75   (feet)  ADJUSTED  
 QC0276  ___________________________________________________________________
 QC0276  GEOID HEIGHT-         -18.95  (meters)                     GEOID03
 QC0276  DYNAMIC HT  -         704.109 (meters)    2310.06  (feet)  COMP
 QC0276  MODELED GRAV-     980,298.3   (mgal)                       NAVD 88
 QC0276
 QC0276  VERT ORDER  -  SECOND    CLASS 0
 QC0276
 QC0276.The horizontal coordinates were scaled from a topographic map and have
 QC0276.an estimated accuracy of +/- 6 seconds.
 QC0276
 QC0276.The orthometric height was determined by differential leveling
 QC0276.and adjusted in June 1991.
 QC0276
 QC0276.The geoid height was determined by GEOID03.
 QC0276
 QC0276.The dynamic height is computed by dividing the NAVD 88
 QC0276.geopotential number by the normal gravity value computed on the
 QC0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0276.degrees latitude (g = 980.6199 gals.).
 QC0276
 QC0276.The modeled gravity was interpolated from observed gravity values.
 QC0276
 QC0276;                    North         East    Units  Estimated Accuracy
 QC0276;SPC OR N     -   137,270.    2,599,270.      MT  (+/- 180 meters Scaled)
 QC0276
 QC0276                          SUPERSEDED SURVEY CONTROL
 QC0276
 QC0276  NGVD 29 (??/??/92)  703.163  (m)         2306.96   (f) ADJ UNCH    2 0
 QC0276
 QC0276.Superseded values are not recommended for survey control.
 QC0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0276.See file dsdata.txt to determine how the superseded data were derived.
 QC0276
 QC0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK228737(NAD 83)
 QC0276_MARKER: DB = BENCH MARK DISK
 QC0276_SETTING: 80 = SET IN A BOULDER
 QC0276_SP_SET: BOULDER
 QC0276_STAMPING: G 412 1946
 QC0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0276+STABILITY: SURFACE MOTION
 QC0276
 QC0276  HISTORY     - Date     Condition        Report By
 QC0276  HISTORY     - 1946     MONUMENTED       CGS
 QC0276  HISTORY     - 19860924 MARK NOT FOUND   USPSQD
 QC0276
 QC0276                          STATION DESCRIPTION
 QC0276
 QC0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 QC0276'9.3 MI W FROM RITTER.
 QC0276'9.3 MILES WEST ALONG THE MIDDLE FORK OF THE JOHN DAY RIVER FROM
 QC0276'RITTER, ON NORTH BANK, AT SOUTHWEST END OF BEND IN RIVER, JUST WEST OF
 QC0276'TWO CABINS ON NORTH BANK, OPPOSITE RED ROCK BLUFFS, SET IN BOULDER,
 QC0276'ABOUT 10 FEET NORTHWEST OF LOW WATER LEVEL, ABOUT 2 FEET ABOVE LOW
 QC0276'WATER.
 QC0276
 QC0276                          STATION RECOVERY (1986)
 QC0276
 QC0276'RECOVERY NOTE BY US POWER SQUADRON 1986 (WDS)
 QC0276'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0858 ***********************************************************************
 RA0858  DESIGNATION -  G 413
 RA0858  PID         -  RA0858
 RA0858  STATE/COUNTY-  OR/WALLOWA
 RA0858  USGS QUAD   -  DEEP CREEK (1995)
 RA0858
 RA0858                         *CURRENT SURVEY CONTROL
 RA0858  ___________________________________________________________________
 RA0858* NAD 83(1986)-  45 51 56.     (N)    117 42 11.     (W)     SCALED    
 RA0858* NAVD 88     -       613.686  (meters)    2013.40   (feet)  ADJUSTED  
 RA0858  ___________________________________________________________________
 RA0858  GEOID HEIGHT-         -17.84  (meters)                     GEOID03
 RA0858  DYNAMIC HT  -         613.507 (meters)    2012.81  (feet)  COMP
 RA0858  MODELED GRAV-     980,307.3   (mgal)                       NAVD 88
 RA0858
 RA0858  VERT ORDER  -  SECOND    CLASS 0
 RA0858
 RA0858.The horizontal coordinates were scaled from a topographic map and have
 RA0858.an estimated accuracy of +/- 6 seconds.
 RA0858
 RA0858.The orthometric height was determined by differential leveling
 RA0858.and adjusted in June 1991.
 RA0858
 RA0858.The geoid height was determined by GEOID03.
 RA0858
 RA0858.The dynamic height is computed by dividing the NAVD 88
 RA0858.geopotential number by the normal gravity value computed on the
 RA0858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0858.degrees latitude (g = 980.6199 gals.).
 RA0858
 RA0858.The modeled gravity was interpolated from observed gravity values.
 RA0858
 RA0858;                    North         East    Units  Estimated Accuracy
 RA0858;SPC OR N     -   248,110.    2,717,130.      MT  (+/- 180 meters Scaled)
 RA0858
 RA0858                          SUPERSEDED SURVEY CONTROL
 RA0858
 RA0858  NGVD 29 (??/??/92)  612.525  (m)         2009.59   (f) ADJ UNCH    2 0
 RA0858
 RA0858.Superseded values are not recommended for survey control.
 RA0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0858.See file dsdata.txt to determine how the superseded data were derived.
 RA0858
 RA0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML454793(NAD 83)
 RA0858_MARKER: DB = BENCH MARK DISK
 RA0858_SETTING: 66 = SET IN ROCK OUTCROP
 RA0858_SP_SET: ROCK OUTCROP
 RA0858_STAMPING: G 413 1946
 RA0858_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA0858+STABILITY: POSITION/ELEVATION WELL
 RA0858
 RA0858  HISTORY     - Date     Condition        Report By
 RA0858  HISTORY     - 1946     MONUMENTED       CGS
 RA0858  HISTORY     - 1967     GOOD             USGS
 RA0858  HISTORY     - 19671031 GOOD             USPSQD
 RA0858
 RA0858                          STATION DESCRIPTION
 RA0858
 RA0858'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 RA0858'13.7 MI N FROM RONDOWA.
 RA0858'13.7 MILES NORTH OF RONDOWA ALONG THE GRANDE RONDE RIVER, SET IN A
 RA0858'LAVA ROCK OUTCROPPING ON A STEEP AND THICKLY TIMBERED AREA OF THE
 RA0858'SOUTHEAST BANK OF THE RIVER, 1 FOOT ABOVE HIGH WATER LEVEL, 30 FEET
 RA0858'SOUTHWEST OF THE POINT OF A HUGE ROCK CLIFF EXTENDING OUT TO A SHARP
 RA0858'POINT IN THE RIVER.  NOTE-- BLAZED WITNESS TREE NOT FOUND 10/31/67.
 RA0858
 RA0858                          STATION RECOVERY (1967)
 RA0858
 RA0858'RECOVERY NOTE BY US POWER SQUADRON 1967 (CGM)
 RA0858'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0605 ***********************************************************************
 QB0605  DESIGNATION -  G 414
 QB0605  PID         -  QB0605
 QB0605  STATE/COUNTY-  OR/BAKER
 QB0605  USGS QUAD   -  RICHLAND (1987)
 QB0605
 QB0605                         *CURRENT SURVEY CONTROL
 QB0605  ___________________________________________________________________
 QB0605* NAD 83(1986)-  44 45 44.     (N)    117 10 44.     (W)     SCALED    
 QB0605* NAVD 88     -       659.786  (meters)    2164.65   (feet)  ADJUSTED  
 QB0605  ___________________________________________________________________
 QB0605  GEOID HEIGHT-         -16.57  (meters)                     GEOID03
 QB0605  DYNAMIC HT  -         659.610 (meters)    2164.07  (feet)  COMP
 QB0605  MODELED GRAV-     980,331.0   (mgal)                       NAVD 88
 QB0605
 QB0605  VERT ORDER  -  SECOND    CLASS 0
 QB0605
 QB0605.The horizontal coordinates were scaled from a topographic map and have
 QB0605.an estimated accuracy of +/- 6 seconds.
 QB0605
 QB0605.The orthometric height was determined by differential leveling
 QB0605.and adjusted in June 1991.
 QB0605
 QB0605.The geoid height was determined by GEOID03.
 QB0605
 QB0605.The dynamic height is computed by dividing the NAVD 88
 QB0605.geopotential number by the normal gravity value computed on the
 QB0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0605.degrees latitude (g = 980.6199 gals.).
 QB0605
 QB0605.The modeled gravity was interpolated from observed gravity values.
 QB0605
 QB0605;                    North         East    Units  Estimated Accuracy
 QB0605;SPC OR N     -   127,140.    2,762,850.      MT  (+/- 180 meters Scaled)
 QB0605
 QB0605                          SUPERSEDED SURVEY CONTROL
 QB0605
 QB0605  NGVD 29 (??/??/92)  658.754  (m)         2161.26   (f) ADJ UNCH    2 0
 QB0605
 QB0605.Superseded values are not recommended for survey control.
 QB0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0605.See file dsdata.txt to determine how the superseded data were derived.
 QB0605
 QB0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK858565(NAD 83)
 QB0605_MARKER: DD = SURVEY DISK
 QB0605_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QB0605_SP_SET: ABUTMENT
 QB0605_STAMPING: G-414 1945
 QB0605_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QB0605
 QB0605  HISTORY     - Date     Condition        Report By
 QB0605  HISTORY     - 1945     MONUMENTED       ORDT
 QB0605  HISTORY     - 1945     GOOD             NGS
 QB0605  HISTORY     - 1946     GOOD             NGS
 QB0605
 QB0605                          STATION DESCRIPTION
 QB0605
 QB0605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 QB0605'0.9 MI W FROM RICHLAND.
 QB0605'0.9 MILES WEST ALONG STATE HIGHWAY NO. 86 FROM THE POST OFFICE AT
 QB0605'RICHLAND, 1.0 MILES EAST OF BENCH MARK F-414, SET IN THE SOUTH-WEST
 QB0605'ABUTMENT OF STEEL BRIDGE OVER EAGLE CREEK NO. 12-45-19, 13 FEET
 QB0605'SOUTH-EAST OF CENTERLINE OF THE HIGHWAY, 2 FEET NORTH-WEST OF THE
 QB0605'SOUTH-EAST END OF THE ABUTMENT, LEVEL WITH THE HIGHWAY.
 QB0605
 QB0605                          STATION RECOVERY (1946)
 QB0605
 QB0605'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 QB0605'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0514 ***********************************************************************
 QC0514  DESIGNATION -  G 415
 QC0514  PID         -  QC0514
 QC0514  STATE/COUNTY-  OR/GRANT
 QC0514  USGS QUAD   -  MT MISERY (1990)
 QC0514
 QC0514                         *CURRENT SURVEY CONTROL
 QC0514  ___________________________________________________________________
 QC0514* NAD 83(1986)-  44 41 29.     (N)    119 38 50.     (W)     SCALED    
 QC0514* NAVD 88     -       603.967  (meters)    1981.52   (feet)  ADJUSTED  
 QC0514  ___________________________________________________________________
 QC0514  GEOID HEIGHT-         -19.32  (meters)                     GEOID03
 QC0514  DYNAMIC HT  -         603.811 (meters)    1981.00  (feet)  COMP
 QC0514  MODELED GRAV-     980,342.1   (mgal)                       NAVD 88
 QC0514
 QC0514  VERT ORDER  -  FIRST     CLASS II
 QC0514
 QC0514.The horizontal coordinates were scaled from a topographic map and have
 QC0514.an estimated accuracy of +/- 6 seconds.
 QC0514
 QC0514.The orthometric height was determined by differential leveling
 QC0514.and adjusted in June 1991.
 QC0514
 QC0514.The geoid height was determined by GEOID03.
 QC0514
 QC0514.The dynamic height is computed by dividing the NAVD 88
 QC0514.geopotential number by the normal gravity value computed on the
 QC0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0514.degrees latitude (g = 980.6199 gals.).
 QC0514
 QC0514.The modeled gravity was interpolated from observed gravity values.
 QC0514
 QC0514;                    North         East    Units  Estimated Accuracy
 QC0514;SPC OR N     -   114,230.    2,567,590.      MT  (+/- 180 meters Scaled)
 QC0514
 QC0514                          SUPERSEDED SURVEY CONTROL
 QC0514
 QC0514  NGVD 29 (??/??/92)  602.852  (m)         1977.86   (f) ADJ UNCH    1 2
 QC0514
 QC0514.Superseded values are not recommended for survey control.
 QC0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0514.See file dsdata.txt to determine how the superseded data were derived.
 QC0514
 QC0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKK902520(NAD 83)
 QC0514_MARKER: DB = BENCH MARK DISK
 QC0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QC0514_STAMPING: G 415 1945
 QC0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0514+STABILITY: SURFACE MOTION
 QC0514
 QC0514  HISTORY     - Date     Condition        Report By
 QC0514  HISTORY     - 1945     MONUMENTED       CGS
 QC0514  HISTORY     - 1975     GOOD             NGS
 QC0514
 QC0514                          STATION DESCRIPTION
 QC0514
 QC0514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 QC0514'5 MI S FROM KIMBERLY.
 QC0514'REACHED FROM THE KIMBERLY POST OFFICE BY GOING SOUTH ON STATE HIGHWAY
 QC0514'19 FOR 5.6 MILES TO THE BENCH MARK ON THE LEFT, 0.2 MILE NORTH OF
 QC0514'MILEPOST NO. 111, 42 FEET EAST OF THE CENTER OF THE HIGHWAY, 1 FOOT
 QC0514'WEST OF THE RIGHT-OF-WAY FENCE LINE, 1 FOOT NORTH OF A METAL WITNESS
 QC0514'POST, AND 3 FEET HIGHER THAN THE HIGHWAY, SET IN AN 8-INCH SQUARE
 QC0514'CONCRETE MONUMENT THAT PROJECTS 5-INCHES.  NOTE-- AZIMUTH MARK FOR
 QC0514'TRIANGULATION STATION EDGE 1946.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0436 ***********************************************************************
 RA0436  DESIGNATION -  G 416
 RA0436  PID         -  RA0436
 RA0436  STATE/COUNTY-  OR/WALLOWA
 RA0436  USGS QUAD   -  LICK CREEK (1990)
 RA0436
 RA0436                         *CURRENT SURVEY CONTROL
 RA0436  ___________________________________________________________________
 RA0436* NAD 83(1986)-  45 10 20.     (N)    117 02 07.     (W)     SCALED    
 RA0436* NAVD 88     -      1616.682  (meters)    5304.06   (feet)  ADJUSTED  
 RA0436  ___________________________________________________________________
 RA0436  GEOID HEIGHT-         -15.39  (meters)                     GEOID03
 RA0436  DYNAMIC HT  -        1616.005 (meters)    5301.84  (feet)  COMP
 RA0436  MODELED GRAV-     980,140.8   (mgal)                       NAVD 88
 RA0436
 RA0436  VERT ORDER  -  SECOND    CLASS 0
 RA0436
 RA0436.The horizontal coordinates were scaled from a topographic map and have
 RA0436.an estimated accuracy of +/- 6 seconds.
 RA0436
 RA0436.The orthometric height was determined by differential leveling
 RA0436.and adjusted in June 1991.
 RA0436.WARNING-Repeat measurements at this control monument indicate possible
 RA0436.vertical movement.
 RA0436
 RA0436.The geoid height was determined by GEOID03.
 RA0436
 RA0436.The dynamic height is computed by dividing the NAVD 88
 RA0436.geopotential number by the normal gravity value computed on the
 RA0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0436.degrees latitude (g = 980.6199 gals.).
 RA0436
 RA0436.The modeled gravity was interpolated from observed gravity values.
 RA0436
 RA0436;                    North         East    Units  Estimated Accuracy
 RA0436;SPC OR N     -   173,140.    2,772,250.      MT  (+/- 180 meters Scaled)
 RA0436
 RA0436                          SUPERSEDED SURVEY CONTROL
 RA0436
 RA0436  NGVD 29 (??/??/92) 1615.340  (m)         5299.66   (f) ADJ UNCH    2 0
 RA0436
 RA0436.Superseded values are not recommended for survey control.
 RA0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0436.See file dsdata.txt to determine how the superseded data were derived.
 RA0436
 RA0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML972020(NAD 83)
 RA0436_MARKER: DB = BENCH MARK DISK
 RA0436_SETTING: 80 = SET IN A BOULDER
 RA0436_SP_SET: BOULDER
 RA0436_STAMPING: G 416 1946
 RA0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0436+STABILITY: SURFACE MOTION
 RA0436
 RA0436  HISTORY     - Date     Condition        Report By
 RA0436  HISTORY     - 1946     MONUMENTED       CGS
 RA0436
 RA0436                          STATION DESCRIPTION
 RA0436
 RA0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RA0436'24.8 MI SE FROM JOSEPH.
 RA0436'ABOUT 24.8 MILES SOUTHEAST ALONG THE LICK CREEK ROAD FROM THE POST
 RA0436'OFFICE AT JOSEPH, 55 FEET SOUTHWEST OF THE SOUTHWEST END OF THE WOOD
 RA0436'BRIDGE OVER LICK CREEK, 24 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 RA0436'ABOUT 5 FEET ABOVE THE ROAD LEVEL, SET IN THE TOP OF A BOULDER
 RA0436'PROJECTING ABOUT 2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0736 ***********************************************************************
 QD0736  DESIGNATION -  G 418 RESET
 QD0736  PID         -  QD0736
 QD0736  STATE/COUNTY-  OR/DESCHUTES
 QD0736  USGS QUAD   -  BEND (1981)
 QD0736
 QD0736                         *CURRENT SURVEY CONTROL
 QD0736  ___________________________________________________________________
 QD0736* NAD 83(1986)-  44 06 53.     (N)    121 19 07.     (W)     SCALED    
 QD0736* NAVD 88     -      1058.49   (+/-2cm)    3472.7    (feet)  VERTCON   
 QD0736  ___________________________________________________________________
 QD0736  GEOID HEIGHT-         -21.07  (meters)                     GEOID03
 QD0736  VERT ORDER  -  THIRD (See Below)
 QD0736
 QD0736.The horizontal coordinates were scaled from a topographic map and have
 QD0736.an estimated accuracy of +/- 6 seconds.
 QD0736
 QD0736.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD0736.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD0736.The vertical order pertains to the NGVD 29 superseded value.
 QD0736
 QD0736.The geoid height was determined by GEOID03.
 QD0736
 QD0736;                    North         East    Units  Estimated Accuracy
 QD0736;SPC OR S     -   272,270.    1,434,470.      MT  (+/- 180 meters Scaled)
 QD0736
 QD0736                          SUPERSEDED SURVEY CONTROL
 QD0736
 QD0736  NGVD 29 (10/26/06) 1057.33   (m)         3468.9    (f) RESET       3  
 QD0736
 QD0736.Superseded values are not recommended for survey control.
 QD0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0736.See file dsdata.txt to determine how the superseded data were derived.
 QD0736
 QD0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP345859(NAD 83)
 QD0736_MARKER: DB = BENCH MARK DISK
 QD0736_SETTING: 66 = SET IN ROCK OUTCROP
 QD0736_SP_SET: BEDROCK
 QD0736_STAMPING: G 418 RESET 1976
 QD0736_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QD0736+STABILITY: POSITION/ELEVATION WELL
 QD0736_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QD0736+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2007
 QD0736
 QD0736  HISTORY     - Date     Condition        Report By
 QD0736  HISTORY     - 1976     MONUMENTED       NGS
 QD0736  HISTORY     - 20070606 GOOD             ORBITE
 QD0736
 QD0736                          STATION DESCRIPTION
 QD0736
 QD0736'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 QD0736'4 MI NNW FROM BEND.
 QD0736'REACHED FROM THE BEND POST OFFICE GO EAST ON FRANKLIN AVENUE FOR 0.7
 QD0736'MILE TO U.S. HIGHWAY 97, TURN LEFT, AND GO NORTH ON U.S. HIGHWAY 97
 QD0736'FOR 1.7 MILES TO A SIDE ROAD LEFT, TURN LEFT, AND GO NORTHWEST ON O.B.
 QD0736'RILEY ROAD FOR 2.6 MILES TO THE BENCH MARK ON THE LEFT, 0.1 MILE SOUTH
 QD0736'OF BILL W. LEES REPAIR SHOP, 61 FEET SOUTH OF A DRIVEWAY WEST, 31 FEET
 QD0736'WEST OF THE CENTER OF O.B. RILEY ROAD, 13 FEET NORTHEAST OF A
 QD0736'TELEPHONE BRACE POLE, 11 FEET NORTH-NORTHEAST OF A FENCE CORNER, 6
 QD0736'FEET WEST OF THE PATH FOR EQUESTRIAN TRAVEL, AND 1 1/2 FEET HIGHER
 QD0736'THAN THE ROAD CEMENTED IN A DRILL HOLE IN BEDROCK.
 QD0736
 QD0736                          STATION RECOVERY (2007)
 QD0736
 QD0736'RECOVERY NOTE BY ORBITECH INC 2007 (SHG)
 QD0736'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0593 ***********************************************************************
 QD0593  DESIGNATION -  G 419
 QD0593  PID         -  QD0593
 QD0593  STATE/COUNTY-  OR/JEFFERSON
 QD0593  USGS QUAD   -  ROUND BUTTE DAM (1992)
 QD0593
 QD0593                         *CURRENT SURVEY CONTROL
 QD0593  ___________________________________________________________________
 QD0593* NAD 83(1986)-  44 33 26.     (N)    121 15 45.     (W)     SCALED    
 QD0593* NAVD 88     -       607.402  (meters)    1992.78   (feet)  ADJUSTED  
 QD0593  ___________________________________________________________________
 QD0593  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 QD0593  DYNAMIC HT  -         607.227 (meters)    1992.21  (feet)  COMP
 QD0593  MODELED GRAV-     980,312.3   (mgal)                       NAVD 88
 QD0593
 QD0593  VERT ORDER  -  SECOND    CLASS 0
 QD0593
 QD0593.The horizontal coordinates were scaled from a topographic map and have
 QD0593.an estimated accuracy of +/- 6 seconds.
 QD0593
 QD0593.The orthometric height was determined by differential leveling
 QD0593.and adjusted in June 1991.
 QD0593
 QD0593.The geoid height was determined by GEOID03.
 QD0593
 QD0593.The dynamic height is computed by dividing the NAVD 88
 QD0593.geopotential number by the normal gravity value computed on the
 QD0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0593.degrees latitude (g = 980.6199 gals.).
 QD0593
 QD0593.The modeled gravity was interpolated from observed gravity values.
 QD0593
 QD0593;                    North         East    Units  Estimated Accuracy
 QD0593;SPC OR N     -    99,250.    2,439,420.      MT  (+/- 180 meters Scaled)
 QD0593
 QD0593                          SUPERSEDED SURVEY CONTROL
 QD0593
 QD0593  NGVD 29 (??/??/92)  606.300  (m)         1989.17   (f) ADJ UNCH    2 0
 QD0593
 QD0593.Superseded values are not recommended for survey control.
 QD0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0593.See file dsdata.txt to determine how the superseded data were derived.
 QD0593
 QD0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ379352(NAD 83)
 QD0593_MARKER: DB = BENCH MARK DISK
 QD0593_SETTING: 66 = SET IN ROCK OUTCROP
 QD0593_SP_SET: BEDROCK
 QD0593_STAMPING: G 419 1946
 QD0593_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QD0593+STABILITY: POSITION/ELEVATION WELL
 QD0593
 QD0593  HISTORY     - Date     Condition        Report By
 QD0593  HISTORY     - 1946     MONUMENTED       CGS
 QD0593  HISTORY     - 1975     GOOD             NGS
 QD0593
 QD0593                          STATION DESCRIPTION
 QD0593
 QD0593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 QD0593'5 MI NW FROM CULVER.
 QD0593'REACHED FROM THE CULVER POST OFFICE BY GOING WEST ON C STREET, AND
 QD0593'HUBER LANE FOR 0.9 MILE TO A T INTERSECTION, TURN RIGHT, AND GO NORTH
 QD0593'ON FEATHER DRIVE FOR 0.9 MILE TO A SIDE ROAD LEFT, TURN LEFT, AND GO
 QD0593'WEST, AND NORTH ON FISCH ROAD FOR 1.0 MILE TO A SIDE ROAD LEFT, JUST
 QD0593'SOUTHEAST OF A TEXACO SERVICE STATION, TURN LEFT, AS PER SIGN, COVE
 QD0593'STATE PARK, AND GO WEST, AND NORTHWEST FOR 1.8 MILES TO THE BENCH MARK
 QD0593'ON THE RIGHT, ON THE OUTSIDE OF A SHARP TURN IN THE ROAD, 300 FEET
 QD0593'NORTH OF GATE AT THE ENTRANCE TO THE PARKING AREA FOR THE PICNIC, AND
 QD0593'BOAT LANDING AREA, 80 FEET WEST OF THE CENTER OF A MACADAM ROAD NORTH,
 QD0593'69 FEET NORTH OF THE CENTER OF THE ROAD, WHERE IT MAKES A SHARP
 QD0593'HAIRPIN TURN, 28 FEET EAST OF A JUNIPER TREE WITH A TRIANGLE BLAZE,
 QD0593'AND 2 FEET WEST OF A METAL WITNESS POST, CEMENTED IN A DRILL HOLE IN A
 QD0593'3 BY 4 FOOT BEDROCK THAT PROJECTS 1-FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0234 ***********************************************************************
 OA0234  DESIGNATION -  G 42
 OA0234  PID         -  OA0234
 OA0234  STATE/COUNTY-  OR/CURRY
 OA0234  USGS QUAD   -  CAPE SEBASTIAN (1986)
 OA0234
 OA0234                         *CURRENT SURVEY CONTROL
 OA0234  ___________________________________________________________________
 OA0234* NAD 83(1986)-  42 17 02.     (N)    124 23 59.     (W)     SCALED    
 OA0234* NAVD 88     -        60.042  (meters)     196.99   (feet)  ADJUSTED  
 OA0234  ___________________________________________________________________
 OA0234  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 OA0234  DYNAMIC HT  -          60.026 (meters)     196.94  (feet)  COMP
 OA0234  MODELED GRAV-     980,346.9   (mgal)                       NAVD 88
 OA0234
 OA0234  VERT ORDER  -  FIRST     CLASS II
 OA0234
 OA0234.The horizontal coordinates were scaled from a topographic map and have
 OA0234.an estimated accuracy of +/- 6 seconds.
 OA0234
 OA0234.The orthometric height was determined by differential leveling
 OA0234.and adjusted in June 1991.
 OA0234
 OA0234.The geoid height was determined by GEOID03.
 OA0234
 OA0234.The dynamic height is computed by dividing the NAVD 88
 OA0234.geopotential number by the normal gravity value computed on the
 OA0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0234.degrees latitude (g = 980.6199 gals.).
 OA0234
 OA0234.The modeled gravity was interpolated from observed gravity values.
 OA0234
 OA0234;                    North         East    Units  Estimated Accuracy
 OA0234;SPC OR S     -    76,050.    1,178,460.      MT  (+/- 180 meters Scaled)
 OA0234
 OA0234                          SUPERSEDED SURVEY CONTROL
 OA0234
 OA0234  NGVD 29 (12/02/92)   58.933  (m)          193.35   (f) ADJUSTED    1 2
 OA0234
 OA0234.Superseded values are not recommended for survey control.
 OA0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0234.See file dsdata.txt to determine how the superseded data were derived.
 OA0234
 OA0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCM845822(NAD 83)
 OA0234_MARKER: DB = BENCH MARK DISK
 OA0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA0234_SP_SET: CONCRETE POST
 OA0234_STAMPING: G 42 1931
 OA0234_MARK LOGO: CGS   
 OA0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0234+STABILITY: SURFACE MOTION
 OA0234
 OA0234  HISTORY     - Date     Condition        Report By
 OA0234  HISTORY     - 1931     MONUMENTED       CGS
 OA0234  HISTORY     - 1942     GOOD             NGS
 OA0234  HISTORY     - 1982     GOOD             USGS
 OA0234  HISTORY     - 1988     GOOD             NGS
 OA0234
 OA0234                          STATION DESCRIPTION
 OA0234
 OA0234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 OA0234'12.5 MI S FROM GOLD BEACH.
 OA0234'12.5 MILES SOUTH ALONG THE OREGON COAST HIGHWAY (U.S. 101) FROM THE
 OA0234'POST OFFICE AT GOLD BEACH, CURRY COUNTY, ABOUT 1.0 MILE NORTH OF A
 OA0234'BRIDGE OVER PISTOL RIVER, ABOUT 0.1 MILE NORTH OF A GATE, ON THE TOP
 OA0234'OF A LONG HILL, 80 FEET NORTH OF THE NORTH END OF A CUT-BANK, 29 1/2
 OA0234'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 21 FEET SOUTH OF A
 OA0234'24-INCH HEMLOCK TREE USED AS A FENCE POST, IN LINE WITH THE FENCE, AND
 OA0234'AT A 4- BY 4-INCH WHITE WOODEN POST STENCILED U.S.B.M.  A STANDARD
 OA0234'DISK, STAMPED G 42 1931 AND SET IN THE TOP OF A CONCRETE POST
 OA0234'PROJECTING ABOUT 8 INCHES ABOVE GROUND.
 OA0234
 OA0234                          STATION RECOVERY (1982)
 OA0234
 OA0234'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 OA0234'12.5 MILES SOUTH ALONG THE OREGON COAST HWY. FROM THE POST OFFICE AT
 OA0234'GOLD BEACH, 9.5 MILES SOUTH ALONG US 101 FROM THE CURRY COUNTY
 OA0234'COURTHHOUSE AT GOLD BEACH RD. TO PISTOL RIVER, THENCE 0.65 MILES
 OA0234'SOUTHEAST 0.7 MILES NORTH OF PISTOL RIVER POST OFFICE, AT DRIVEWAY TO
 OA0234'SINGLE-WIDE MOBILE HOME, 28 FT. WEST NORTHWEST OF CENTERLINE OF RD.,
 OA0234'10 FT. SOUTH OF DRIVEWAY, SET IN CONCRETE POST PROJECTING 0.7 FT.
 OA0234'ABOVE GROUND, STANDARD TABLET STAMPED 'G 42 1931'.
 OA0234
 OA0234                          STATION RECOVERY (1988)
 OA0234
 OA0234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 OA0234'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  15.2 KM
 OA0234'(9.45 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE COURTHOUSE IN GOLD
 OA0234'BEACH, THENCE 1.3 KM (0.80 MI) SOUTHERLY ALONG PISTOL RIVER ROAD.
 OA0234'ADD--3.0 M (9.8 FT) SOUTH OF THE CENTER OF A DRIVEWAY LEADING WEST TO
 OA0234'A HOUSE TRAILER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0780 ***********************************************************************
 QD0780  DESIGNATION -  G 420
 QD0780  PID         -  QD0780
 QD0780  STATE/COUNTY-  OR/JEFFERSON
 QD0780  USGS QUAD   -  STEELHEAD FALLS (1992)
 QD0780
 QD0780                         *CURRENT SURVEY CONTROL
 QD0780  ___________________________________________________________________
 QD0780* NAD 83(1986)-  44 27 14.     (N)    121 19 14.     (W)     SCALED    
 QD0780* NAVD 88     -       672.679  (meters)    2206.95   (feet)  ADJUSTED  
 QD0780  ___________________________________________________________________
 QD0780  GEOID HEIGHT-         -21.44  (meters)                     GEOID03
 QD0780  DYNAMIC HT  -         672.476 (meters)    2206.28  (feet)  COMP
 QD0780  MODELED GRAV-     980,294.9   (mgal)                       NAVD 88
 QD0780
 QD0780  VERT ORDER  -  SECOND    CLASS 0
 QD0780
 QD0780.The horizontal coordinates were scaled from a topographic map and have
 QD0780.an estimated accuracy of +/- 6 seconds.
 QD0780
 QD0780.The orthometric height was determined by differential leveling
 QD0780.and adjusted in June 1991.
 QD0780
 QD0780.The geoid height was determined by GEOID03.
 QD0780
 QD0780.The dynamic height is computed by dividing the NAVD 88
 QD0780.geopotential number by the normal gravity value computed on the
 QD0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0780.degrees latitude (g = 980.6199 gals.).
 QD0780
 QD0780.The modeled gravity was interpolated from observed gravity values.
 QD0780
 QD0780;                    North         East    Units  Estimated Accuracy
 QD0780;SPC OR N     -    87,810.    2,434,690.      MT  (+/- 180 meters Scaled)
 QD0780
 QD0780                          SUPERSEDED SURVEY CONTROL
 QD0780
 QD0780  NGVD 29 (??/??/92)  671.580  (m)         2203.34   (f) ADJ UNCH    2 0
 QD0780
 QD0780.Superseded values are not recommended for survey control.
 QD0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0780.See file dsdata.txt to determine how the superseded data were derived.
 QD0780
 QD0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ336236(NAD 83)
 QD0780_MARKER: DB = BENCH MARK DISK
 QD0780_SETTING: 80 = SET IN A BOULDER
 QD0780_SP_SET: BOULDER
 QD0780_STAMPING: G 420 1946
 QD0780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0780+STABILITY: SURFACE MOTION
 QD0780
 QD0780  HISTORY     - Date     Condition        Report By
 QD0780  HISTORY     - 1946     MONUMENTED       CGS
 QD0780
 QD0780                          STATION DESCRIPTION
 QD0780
 QD0780'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 QD0780'9.4 MI N FROM LOWER BRIDGE.
 QD0780'ALONG DESCHUTES RIVER, ABOUT 9.4 MILES NORTH OF LOWER BRIDGE, ABOUT
 QD0780'0.8 MILE UPSTREAM FROM MOUTH OF SQUAW CREEK, ACROSS RIVER FROM VERY
 QD0780'HIGH BLUFF ON WEST RIM OF CANYON, ON WEST SIDE OF SMALL SLIDE AREA
 QD0780'FULL OF SMALL RED BOULDERS, ON EAST SIDE OF LARGE BOULDER SLIDE, SET
 QD0780'IN NORTHEAST CORNER OF HUGE BOULDER WITH ANOTHER HUGE BOULDER LEANING
 QD0780'AGAINST IT ON EAST BANK OF RIVER, AT EDGE OF WATER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0063 ***********************************************************************
 PB0063  DESIGNATION -  G 421
 PB0063  PID         -  PB0063
 PB0063  STATE/COUNTY-  OR/LAKE
 PB0063  USGS QUAD   -  MOONLIGHT BUTTE (1981)
 PB0063
 PB0063                         *CURRENT SURVEY CONTROL
 PB0063  ___________________________________________________________________
 PB0063* NAD 83(1986)-  43 23 01.     (N)    120 21 12.     (W)     SCALED    
 PB0063* NAVD 88     -      1377.321  (meters)    4518.76   (feet)  ADJUSTED  
 PB0063  ___________________________________________________________________
 PB0063  GEOID HEIGHT-         -20.15  (meters)                     GEOID03
 PB0063  DYNAMIC HT  -        1376.612 (meters)    4516.43  (feet)  COMP
 PB0063  MODELED GRAV-     980,056.1   (mgal)                       NAVD 88
 PB0063
 PB0063  VERT ORDER  -  SECOND    CLASS I
 PB0063
 PB0063.The horizontal coordinates were scaled from a topographic map and have
 PB0063.an estimated accuracy of +/- 6 seconds.
 PB0063
 PB0063.The orthometric height was determined by differential leveling
 PB0063.and adjusted in June 1991.
 PB0063
 PB0063.The geoid height was determined by GEOID03.
 PB0063
 PB0063.The dynamic height is computed by dividing the NAVD 88
 PB0063.geopotential number by the normal gravity value computed on the
 PB0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0063.degrees latitude (g = 980.6199 gals.).
 PB0063
 PB0063.The modeled gravity was interpolated from observed gravity values.
 PB0063
 PB0063;                    North         East    Units  Estimated Accuracy
 PB0063;SPC OR S     -   190,730.    1,511,880.      MT  (+/- 180 meters Scaled)
 PB0063
 PB0063                          SUPERSEDED SURVEY CONTROL
 PB0063
 PB0063.No superseded survey control is available for this station.
 PB0063
 PB0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGP143068(NAD 83)
 PB0063_MARKER: DB = BENCH MARK DISK
 PB0063_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PB0063_SP_SET: PIPE IN CONCRETE BASE
 PB0063_STAMPING: G 421 1977
 PB0063_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PB0063
 PB0063  HISTORY     - Date     Condition        Report By
 PB0063  HISTORY     - 1977     MONUMENTED       NGS
 PB0063
 PB0063                          STATION DESCRIPTION
 PB0063
 PB0063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 PB0063'35 MI SSW FROM HAMPTON.
 PB0063'REACHED FROM HAMPTON GO SOUTHEAST ON U.S. HIGHWAY 20 FOR 7.9 MILES TO
 PB0063'A SIDE ROAD RIGHT, AT THE SIGN, STAUFFER, TURN RIGHT, AND GO SOUTH,
 PB0063'AND SOUTHEAST ON THE MAIN TRAVELED ROAD FOR 5.2 MILES TO A CROSSROAD,
 PB0063'TURN RIGHT, AND GO SOUTHWEST, AND SOUTH FOR 3.2 MILES TO A CROSSROAD
 PB0063'AT THE ABANDONED SETTLEMENT OF STAUFFER, AND BENCH MARK R 90, TURN
 PB0063'RIGHT, AND GO WEST-NORTHWEST ON THE MAIN TRAVELED ROAD, PASSING THRU 4
 PB0063'GATES, FOR 3.9 MILES TO A WELL, AND WATER TANKS ON THE RIGHT. CONTINUE
 PB0063'WEST, AND SOUTHWEST FOR 3.0 MILES TO A FORK, TAKE THE LEFT FORK, AND
 PB0063'GO SOUTH, AND SOUTHWEST FOR 4.5 MILES TO A CORRAL, AND RANCH
 PB0063'BUILDINGS, WHERE THE ROAD TURNS NORTHWEST, GO NORTHWEST FOR 0.4 MILE
 PB0063'TO A FORK, TAKE THE RIGHT FORK, NORTHWEST, WEST, AND SOUTH FOR 4.7
 PB0063'MILES TO A CATTLE GUARD, CROSS CATTLE GUARD, AND GO SOUTHWEST ON THE
 PB0063'MAIN TRAVELED ROAD FOR 3.3 MILE TO THE BENCH MARK ON THE LEFT, 150
 PB0063'FEET SOUTHWEST OF A REVERSE Y, ALONG THE NORTH SIDE OF THE FOREST, 27
 PB0063'FEET SOUTH OF THE CENTER OF THE ROAD, AND 1.8 FEET SOUTHEAST OF A
 PB0063'METAL WITNESS POST, A STANDARD DISK ON A PIPE THAT IS SET IN A
 PB0063'CONCRETE BASE, AND PROJECTS 3-INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0544 ***********************************************************************
 RA0544  DESIGNATION -  G 422
 RA0544  PID         -  RA0544
 RA0544  STATE/COUNTY-  OR/WALLOWA
 RA0544  USGS QUAD   -  SHAMROCK CREEK (1967)
 RA0544
 RA0544                         *CURRENT SURVEY CONTROL
 RA0544  ___________________________________________________________________
 RA0544* NAD 83(1986)-  45 52 09.     (N)    117 15 57.     (W)     SCALED    
 RA0544* NAVD 88     -      1348.880  (meters)    4425.45   (feet)  POSTED    
 RA0544  ___________________________________________________________________
 RA0544  GEOID HEIGHT-         -17.03  (meters)                     GEOID03
 RA0544  DYNAMIC HT  -        1348.530 (meters)    4424.30  (feet)  COMP
 RA0544  MODELED GRAV-     980,311.0   (mgal)                       NAVD 88
 RA0544
 RA0544  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 RA0544
 RA0544.The horizontal coordinates were scaled from a topographic map and have
 RA0544.an estimated accuracy of +/- 6 seconds.
 RA0544
 RA0544.The orthometric height was determined by differential leveling
 RA0544.and adjusted by the  in 1992.
 RA0544.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 RA0544.rate of 1.1 thru 2.0 mm/km.
 RA0544
 RA0544.The geoid height was determined by GEOID03.
 RA0544
 RA0544.The dynamic height is computed by dividing the NAVD 88
 RA0544.geopotential number by the normal gravity value computed on the
 RA0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0544.degrees latitude (g = 980.6199 gals.).
 RA0544
 RA0544.The modeled gravity was interpolated from observed gravity values.
 RA0544
 RA0544;                    North         East    Units  Estimated Accuracy
 RA0544;SPC OR N     -   249,780.    2,751,040.      MT  (+/- 180 meters Scaled)
 RA0544
 RA0544                          SUPERSEDED SURVEY CONTROL
 RA0544
 RA0544  NGVD 29 (??/??/92) 1347.725  (m)         4421.66   (f) ADJ UNCH    2 0
 RA0544
 RA0544.Superseded values are not recommended for survey control.
 RA0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0544.See file dsdata.txt to determine how the superseded data were derived.
 RA0544
 RA0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML793795(NAD 83)
 RA0544_MARKER: DB = BENCH MARK DISK
 RA0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RA0544_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RA0544_STAMPING: G 422 1946
 RA0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0544+STABILITY: SURFACE MOTION
 RA0544
 RA0544  HISTORY     - Date     Condition        Report By
 RA0544  HISTORY     - 1946     MONUMENTED       CGS
 RA0544  HISTORY     - 1967     MARK NOT FOUND   NGS
 RA0544
 RA0544                          STATION DESCRIPTION
 RA0544
 RA0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RA0544'4.6 MI S FROM FLORA.
 RA0544'SOUTH ALONG STATE HIGHWAY NO. 3 FROM THE POST OFFICE AT FLORA.  JUST
 RA0544'SOUTH OF THE TOP OF A SMALL HILL.  2.4 MILE NORTH OF THE JOSEPH CANYON
 RA0544'VIEW POINT.  26 FEET EAST OF THE CENTER LINE OF THE HIGHWAY. 14 FEET
 RA0544'SOUTHWEST OF A SMALL LONE PINE TREE.  12.8 FEET WEST OF RIGHT-OF-WAY
 RA0544'FENCE.  1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.  FLUSH WITH THE GROUND
 RA0544'AND SET IN THE TOP OF A 1.6- BY 2-FOOT BOULDER.
 RA0544
 RA0544                          STATION RECOVERY (1967)
 RA0544
 RA0544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 RA0544'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0120 ***********************************************************************
 QD0120  DESIGNATION -  G 423
 QD0120  PID         -  QD0120
 QD0120  STATE/COUNTY-  OR/WHEELER
 QD0120  USGS QUAD   -  MUDDY RANCH (1987)
 QD0120
 QD0120                         *CURRENT SURVEY CONTROL
 QD0120  ___________________________________________________________________
 QD0120* NAD 83(1986)-  44 47 37.     (N)    120 23 58.     (W)     SCALED    
 QD0120* NAVD 88     -       430.411  (meters)    1412.11   (feet)  ADJUSTED  
 QD0120  ___________________________________________________________________
 QD0120  GEOID HEIGHT-         -20.52  (meters)                     GEOID03
 QD0120  DYNAMIC HT  -         430.325 (meters)    1411.82  (feet)  COMP
 QD0120  MODELED GRAV-     980,406.7   (mgal)                       NAVD 88
 QD0120
 QD0120  VERT ORDER  -  SECOND    CLASS 0
 QD0120
 QD0120.The horizontal coordinates were scaled from a topographic map and have
 QD0120.an estimated accuracy of +/- 6 seconds.
 QD0120
 QD0120.The orthometric height was determined by differential leveling
 QD0120.and adjusted in June 1991.
 QD0120
 QD0120.The geoid height was determined by GEOID03.
 QD0120
 QD0120.The dynamic height is computed by dividing the NAVD 88
 QD0120.geopotential number by the normal gravity value computed on the
 QD0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0120.degrees latitude (g = 980.6199 gals.).
 QD0120
 QD0120.The modeled gravity was interpolated from observed gravity values.
 QD0120
 QD0120;                    North         East    Units  Estimated Accuracy
 QD0120;SPC OR N     -   125,230.    2,507,960.      MT  (+/- 180 meters Scaled)
 QD0120
 QD0120                          SUPERSEDED SURVEY CONTROL
 QD0120
 QD0120  NGVD 29 (??/??/92)  429.312  (m)         1408.50   (f) ADJ UNCH    2 0
 QD0120
 QD0120.Superseded values are not recommended for survey control.
 QD0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0120.See file dsdata.txt to determine how the superseded data were derived.
 QD0120
 QD0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGQ056633(NAD 83)
 QD0120_MARKER: DB = BENCH MARK DISK
 QD0120_SETTING: 66 = SET IN ROCK OUTCROP
 QD0120_SP_SET: OUTCROP
 QD0120_STAMPING: G 423 1946
 QD0120_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QD0120+STABILITY: POSITION/ELEVATION WELL
 QD0120
 QD0120  HISTORY     - Date     Condition        Report By
 QD0120  HISTORY     - 1946     MONUMENTED       CGS
 QD0120
 QD0120                          STATION DESCRIPTION
 QD0120
 QD0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 QD0120'13.3 MI S FROM CLARNO.
 QD0120'ABOUT 13.3 MILES SOUTH ALONG THE JOHN DAY RIVER FROM THE POST OFFICE
 QD0120'AT CLARNO, SET IN THE TOP OF A ROCK OUT CROP ON THE TOP OF A SMALL
 QD0120'KNOLL SURROUNDED BY A LARGE IRRIGATED MEADOW, ABOUT 0.1 MILE NORTH OF
 QD0120'THE WAGNER RANCH HOUSE, 6 FEET NORTH OF A GROUP OF 5 SMALL OAK TREES,
 QD0120'ROCK OUT CROP EXTENDS ABOUT 0.6 FOOT ABOVE THE IMMEDIATE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0380 ***********************************************************************
 RC0380  DESIGNATION -  G 424
 RC0380  PID         -  RC0380
 RC0380  STATE/COUNTY-  OR/GILLIAM
 RC0380  USGS QUAD   -  CHIMNEY SPRINGS (1970)
 RC0380
 RC0380                         *CURRENT SURVEY CONTROL
 RC0380  ___________________________________________________________________
 RC0380* NAD 83(1986)-  45 06 18.     (N)    120 29 25.     (W)     SCALED    
 RC0380* NAVD 88     -       336.905  (meters)    1105.33   (feet)  ADJUSTED  
 RC0380  ___________________________________________________________________
 RC0380  GEOID HEIGHT-         -20.66  (meters)                     GEOID03
 RC0380  DYNAMIC HT  -         336.832 (meters)    1105.09  (feet)  COMP
 RC0380  MODELED GRAV-     980,392.9   (mgal)                       NAVD 88
 RC0380
 RC0380  VERT ORDER  -  SECOND    CLASS 0
 RC0380
 RC0380.The horizontal coordinates were scaled from a topographic map and have
 RC0380.an estimated accuracy of +/- 6 seconds.
 RC0380
 RC0380.The orthometric height was determined by differential leveling
 RC0380.and adjusted in June 1991.
 RC0380
 RC0380.The geoid height was determined by GEOID03.
 RC0380
 RC0380.The dynamic height is computed by dividing the NAVD 88
 RC0380.geopotential number by the normal gravity value computed on the
 RC0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0380.degrees latitude (g = 980.6199 gals.).
 RC0380
 RC0380.The modeled gravity was interpolated from observed gravity values.
 RC0380
 RC0380;                    North         East    Units  Estimated Accuracy
 RC0380;SPC OR N     -   159,830.    2,500,770.      MT  (+/- 180 meters Scaled)
 RC0380
 RC0380                          SUPERSEDED SURVEY CONTROL
 RC0380
 RC0380  NGVD 29 (??/??/92)  335.819  (m)         1101.77   (f) ADJ UNCH    2 0
 RC0380
 RC0380.Superseded values are not recommended for survey control.
 RC0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0380.See file dsdata.txt to determine how the superseded data were derived.
 RC0380
 RC0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ974976(NAD 83)
 RC0380_MARKER: DB = BENCH MARK DISK
 RC0380_SETTING: 80 = SET IN A BOULDER
 RC0380_SP_SET: BOULDER
 RC0380_STAMPING: G424 1946
 RC0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0380+STABILITY: SURFACE MOTION
 RC0380
 RC0380  HISTORY     - Date     Condition        Report By
 RC0380  HISTORY     - 1946     MONUMENTED       CGS
 RC0380  HISTORY     - 1970     MARK NOT FOUND   NGS
 RC0380
 RC0380                          STATION DESCRIPTION
 RC0380
 RC0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RC0380'19.6 MI N FROM CLARNO.
 RC0380'ABOUT 19.6 MILES NORTH ALONG THE JOHN DAY RIVER FROM THE POST OFFICE
 RC0380'AT CLARNO, SET IN THE TOP OF A LARGE BOULDER ON THE NORTHEAST BANK OF
 RC0380'THE RIVER, 47 FEET EAST OF THE EDGE OF THE RIVER, 35 FEET NORTHEAST OF
 RC0380'A LARGE BOULDER LYING IN RIVER, 15 FEET NORTH OF A SMALL JUNIPER TREE,
 RC0380'8 FEET ABOVE THE HIGH WATER MARK OF THE RIVER, BOULDER EXTENDS 6 FEET
 RC0380'ABOVE THE IMMEDIATE GROUND LEVEL.
 RC0380
 RC0380                          STATION RECOVERY (1970)
 RC0380
 RC0380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 RC0380'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0268 ***********************************************************************
 RC0268  DESIGNATION -  G 425
 RC0268  PID         -  RC0268
 RC0268  STATE/COUNTY-  OR/SHERMAN
 RC0268  USGS QUAD   -  ESAU CANYON (1970)
 RC0268
 RC0268                         *CURRENT SURVEY CONTROL
 RC0268  ___________________________________________________________________
 RC0268* NAD 83(1986)-  45 25 35.     (N)    120 29 23.     (W)     SCALED    
 RC0268* NAVD 88     -       184.590  (meters)     605.61   (feet)  ADJUSTED  
 RC0268  ___________________________________________________________________
 RC0268  GEOID HEIGHT-         -21.27  (meters)                     GEOID03
 RC0268  DYNAMIC HT  -         184.564 (meters)     605.52  (feet)  COMP
 RC0268  MODELED GRAV-     980,476.4   (mgal)                       NAVD 88
 RC0268
 RC0268  VERT ORDER  -  SECOND    CLASS 0
 RC0268
 RC0268.The horizontal coordinates were scaled from a topographic map and have
 RC0268.an estimated accuracy of +/- 6 seconds.
 RC0268
 RC0268.The orthometric height was determined by differential leveling
 RC0268.and adjusted in June 1991.
 RC0268
 RC0268.The geoid height was determined by GEOID03.
 RC0268
 RC0268.The dynamic height is computed by dividing the NAVD 88
 RC0268.geopotential number by the normal gravity value computed on the
 RC0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0268.degrees latitude (g = 980.6199 gals.).
 RC0268
 RC0268.The modeled gravity was interpolated from observed gravity values.
 RC0268
 RC0268;                    North         East    Units  Estimated Accuracy
 RC0268;SPC OR N     -   195,540.    2,500,800.      MT  (+/- 180 meters Scaled)
 RC0268
 RC0268                          SUPERSEDED SURVEY CONTROL
 RC0268
 RC0268  NGVD 29 (??/??/92)  183.561  (m)          602.23   (f) ADJ UNCH    2 0
 RC0268
 RC0268.Superseded values are not recommended for survey control.
 RC0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0268.See file dsdata.txt to determine how the superseded data were derived.
 RC0268
 RC0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR963333(NAD 83)
 RC0268_MARKER: DB = BENCH MARK DISK
 RC0268_SETTING: 80 = SET IN A BOULDER
 RC0268_SP_SET: BOULDER
 RC0268_STAMPING: G 425 1946
 RC0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0268+STABILITY: SURFACE MOTION
 RC0268
 RC0268  HISTORY     - Date     Condition        Report By
 RC0268  HISTORY     - 1946     MONUMENTED       CGS
 RC0268
 RC0268                          STATION DESCRIPTION
 RC0268
 RC0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RC0268'51.8 MI S FROM RUFUS.
 RC0268'ABOUT 5.0 MILES EAST ALONG THE COLUMBIA RIVER HIGHWAY FROM THE POST
 RC0268'OFFICE AT RUFUS THENCE ABOUT 46.8 MILES SOUTH ALONG THE JOHN DAY
 RC0268'RIVER, SET IN THE TOP OF A LARGE BOULDER, AT THE SOUTHEAST END OF A
 RC0268'ROCKY BAR, ABOUT 0.2 MILES NORTH OF A LARGE FRAME CABIN, AT THE BASE
 RC0268'OF A VERTICAL ROCK CLIFF, 202 FEET NORTH OF THE NORTH END OF A LARGE
 RC0268'SAGEBRUSH FLAT, ABOUT 2 FEET ABOVE THE IMMEDIATE GROUND LEVEL, 1 FOOT
 RC0268'ABOVE THE HIGH WATER MARK OF THE RIVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0077 ***********************************************************************
 QE0077  DESIGNATION -  G 426
 QE0077  PID         -  QE0077
 QE0077  STATE/COUNTY-  OR/MARION
 QE0077  USGS QUAD   -  MOTHER LODE MOUNTAIN (1994)
 QE0077
 QE0077                         *CURRENT SURVEY CONTROL
 QE0077  ___________________________________________________________________
 QE0077* NAD 83(1986)-  44 49 15.     (N)    122 06 25.     (W)     SCALED    
 QE0077* NAVD 88     -      1162.767  (meters)    3814.84   (feet)  ADJUSTED  
 QE0077  ___________________________________________________________________
 QE0077  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 QE0077  DYNAMIC HT  -        1162.439 (meters)    3813.77  (feet)  COMP
 QE0077  MODELED GRAV-     980,294.0   (mgal)                       NAVD 88
 QE0077
 QE0077  VERT ORDER  -  SECOND    CLASS 0
 QE0077
 QE0077.The horizontal coordinates were scaled from a topographic map and have
 QE0077.an estimated accuracy of +/- 6 seconds.
 QE0077
 QE0077.The orthometric height was determined by differential leveling
 QE0077.and adjusted in June 1991.
 QE0077
 QE0077.The geoid height was determined by GEOID03.
 QE0077
 QE0077.The dynamic height is computed by dividing the NAVD 88
 QE0077.geopotential number by the normal gravity value computed on the
 QE0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0077.degrees latitude (g = 980.6199 gals.).
 QE0077
 QE0077.The modeled gravity was interpolated from observed gravity values.
 QE0077
 QE0077;                    North         East    Units  Estimated Accuracy
 QE0077;SPC OR N     -   129,520.    2,372,920.      MT  (+/- 180 meters Scaled)
 QE0077
 QE0077                          SUPERSEDED SURVEY CONTROL
 QE0077
 QE0077  NGVD 29 (??/??/92) 1161.636  (m)         3811.13   (f) ADJ UNCH    2 0
 QE0077
 QE0077.Superseded values are not recommended for survey control.
 QE0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0077.See file dsdata.txt to determine how the superseded data were derived.
 QE0077
 QE0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ706634(NAD 83)
 QE0077_MARKER: DB = BENCH MARK DISK
 QE0077_SETTING: 80 = SET IN A BOULDER
 QE0077_SP_SET: BOULDER
 QE0077_STAMPING: G 426 1946
 QE0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0077+STABILITY: SURFACE MOTION
 QE0077
 QE0077  HISTORY     - Date     Condition        Report By
 QE0077  HISTORY     - 1946     MONUMENTED       CGS
 QE0077  HISTORY     - 1955     MARK NOT FOUND   NGS
 QE0077  HISTORY     - 19950925 MARK NOT FOUND   NGS
 QE0077
 QE0077                          STATION DESCRIPTION
 QE0077
 QE0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 QE0077'12.0 MI NE FROM DETROIT.
 QE0077'ABOUT 6.0 MILES NORTHEAST ALONG THE BREITENBUSH ROAD FROM THE POST
 QE0077'OFFICE AT DETROIT, THENCE 6.0 MILES NORTH ALONG THE ELK LAKE FOREST
 QE0077'SERVICE ROAD, AT A SMALL CREEK, 33 FEET SOUTH OF THE CENTER LINE OF
 QE0077'THE ROAD, 31 FEET SOUTHWEST OF THE SOUTHWEST END OF A SMALL WOODEN
 QE0077'BRIDGE OVER THE CREEK, ABOUT 2 FEET HIGHER THAN THE SURFACE OF THE
 QE0077'ROAD, SET IN TOP OF A BOULDER WHICH PROJECTS ABOUT 1.0 FOOT ABOVE THE
 QE0077'GROUND LEVEL.  NOTE-- THE BRIDGE HAS BEEN REPLACED WITH A CULVERT AND
 QE0077'THERE HAS BEEN A CONSIDERABLE AMOUNT OF BULLDOZER WORK.
 QE0077
 QE0077                          STATION RECOVERY (1955)
 QE0077
 QE0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 QE0077'MARK NOT FOUND.
 QE0077
 QE0077                          STATION RECOVERY (1995)
 QE0077
 QE0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (LLR)
 QE0077'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0129 ***********************************************************************
 RD0129  DESIGNATION -  G 427
 RD0129  PID         -  RD0129
 RD0129  STATE/COUNTY-  OR/CLACKAMAS
 RD0129  USGS QUAD   -  FISH CREEK MTN (1997)
 RD0129
 RD0129                         *CURRENT SURVEY CONTROL
 RD0129  ___________________________________________________________________
 RD0129* NAD 83(1986)-  45 00 33.     (N)    122 02 48.     (W)     SCALED    
 RD0129* NAVD 88     -       598.748  (meters)    1964.39   (feet)  ADJUSTED  
 RD0129  ___________________________________________________________________
 RD0129  GEOID HEIGHT-         -21.65  (meters)                     GEOID03
 RD0129  DYNAMIC HT  -         598.620 (meters)    1963.97  (feet)  COMP
 RD0129  MODELED GRAV-     980,384.7   (mgal)                       NAVD 88
 RD0129
 RD0129  VERT ORDER  -  SECOND    CLASS 0
 RD0129
 RD0129.The horizontal coordinates were scaled from a topographic map and have
 RD0129.an estimated accuracy of +/- 6 seconds.
 RD0129
 RD0129.The orthometric height was determined by differential leveling
 RD0129.and adjusted in June 1991.
 RD0129
 RD0129.The geoid height was determined by GEOID03.
 RD0129
 RD0129.The dynamic height is computed by dividing the NAVD 88
 RD0129.geopotential number by the normal gravity value computed on the
 RD0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0129.degrees latitude (g = 980.6199 gals.).
 RD0129
 RD0129.The modeled gravity was interpolated from observed gravity values.
 RD0129
 RD0129;                    North         East    Units  Estimated Accuracy
 RD0129;SPC OR N     -   150,350.    2,378,090.      MT  (+/- 180 meters Scaled)
 RD0129
 RD0129                          SUPERSEDED SURVEY CONTROL
 RD0129
 RD0129  NGVD 29 (??/??/92)  597.649  (m)         1960.79   (f) ADJ UNCH    2 0
 RD0129
 RD0129.Superseded values are not recommended for survey control.
 RD0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0129.See file dsdata.txt to determine how the superseded data were derived.
 RD0129
 RD0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ751844(NAD 83)
 RD0129_MARKER: DB = BENCH MARK DISK
 RD0129_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD0129_SP_SET: TREE
 RD0129_STAMPING: G 427 1946
 RD0129_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0129
 RD0129  HISTORY     - Date     Condition        Report By
 RD0129  HISTORY     - 1946     MONUMENTED       CGS
 RD0129  HISTORY     - 1983     MARK NOT FOUND   USGS
 RD0129
 RD0129                          STATION DESCRIPTION
 RD0129
 RD0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RD0129'3.2 MI NE FROM ALDER SWAMP.
 RD0129'ABOUT 3.2 MILES NORTHEAST ALONG THE BAGBY HOT SPRINGS FOREST SERVICE
 RD0129'TRAIL FROM THE ALDER SWAMP GUARD STATION, ABOUT 0.5 MILE SOUTHWEST OF
 RD0129'THE GRANITE PEAK SHELTER, ON THE SOUTH BANK OF A SMALL CREEK, 13 FEET
 RD0129'SOUTHEAST OF THE CENTER LINE OF THE TRAIL, 7 FEET SOUTH OF THE CENTER
 RD0129'OF THE CREEK, SET VERTICALLY IN THE WEST SIDE OF A 60-INCH CEDAR TREE,
 RD0129'ABOUT 4 FEET ABOVE THE GROUND LEVEL.  A LARGE WHITE ARROW AND PAINTED
 RD0129'TRIANGLE BLAZE ON WEST SIDE OF TREE WHICH CAN EASILY BE SEEN FROM THE
 RD0129'TRAIL.
 RD0129
 RD0129                          STATION RECOVERY (1983)
 RD0129
 RD0129'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 RD0129'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1388 ***********************************************************************
 RC1388  DESIGNATION -  G 428
 RC1388  PID         -  RC1388
 RC1388  STATE/COUNTY-  OR/CLACKAMAS
 RC1388  USGS QUAD   -  HIGH ROCK (1997)
 RC1388
 RC1388                         *CURRENT SURVEY CONTROL
 RC1388  ___________________________________________________________________
 RC1388* NAD 83(1986)-  45 07 45.     (N)    121 54 52.     (W)     SCALED    
 RC1388* NAVD 88     -       971.582  (meters)    3187.60   (feet)  POSTED    
 RC1388  ___________________________________________________________________
 RC1388  GEOID HEIGHT-         -21.24  (meters)                     GEOID03
 RC1388  DYNAMIC HT  -         971.320 (meters)    3186.74  (feet)  COMP
 RC1388  MODELED GRAV-     980,315.0   (mgal)                       NAVD 88
 RC1388
 RC1388  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 RC1388
 RC1388.The horizontal coordinates were scaled from a topographic map and have
 RC1388.an estimated accuracy of +/- 6 seconds.
 RC1388
 RC1388.The orthometric height was determined by differential leveling
 RC1388.and adjusted by the  in 1992.
 RC1388.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 RC1388.rate of 0.0 thru 1.0 mm/km.
 RC1388
 RC1388.The geoid height was determined by GEOID03.
 RC1388
 RC1388.The dynamic height is computed by dividing the NAVD 88
 RC1388.geopotential number by the normal gravity value computed on the
 RC1388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1388.degrees latitude (g = 980.6199 gals.).
 RC1388
 RC1388.The modeled gravity was interpolated from observed gravity values.
 RC1388
 RC1388;                    North         East    Units  Estimated Accuracy
 RC1388;SPC OR N     -   163,490.    2,388,740.      MT  (+/- 180 meters Scaled)
 RC1388
 RC1388                          SUPERSEDED SURVEY CONTROL
 RC1388
 RC1388  NGVD 29 (??/??/92)  970.442  (m)         3183.86   (f) ADJ UNCH    2 0
 RC1388
 RC1388.Superseded values are not recommended for survey control.
 RC1388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1388.See file dsdata.txt to determine how the superseded data were derived.
 RC1388
 RC1388_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ853978(NAD 83)
 RC1388_MARKER: DB = BENCH MARK DISK
 RC1388_SETTING: 80 = SET IN A BOULDER
 RC1388_SP_SET: BOULDER
 RC1388_STAMPING: G 428 1946
 RC1388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1388+STABILITY: SURFACE MOTION
 RC1388
 RC1388  HISTORY     - Date     Condition        Report By
 RC1388  HISTORY     - 1946     MONUMENTED       CGS
 RC1388
 RC1388                          STATION DESCRIPTION
 RC1388
 RC1388'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RC1388'10.3 MI NE FROM OAK GROVE RANGER STA..
 RC1388'ABOUT 10.3 MILES NORTHEAST ALONG THE SHELLROCK ROAD FROM THE OAK GROVE
 RC1388'RANGER STATION, 12 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, SET
 RC1388'IN TOP OF A VERY LARGE BOULDER WHICH PROJECTS ABOUT 7 FEET ABOVE THE
 RC1388'ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0203 ***********************************************************************
 RD0203  DESIGNATION -  G 429
 RD0203  PID         -  RD0203
 RD0203  STATE/COUNTY-  OR/CLACKAMAS
 RD0203  USGS QUAD   -  BEDFORD POINT (1997)
 RD0203
 RD0203                         *CURRENT SURVEY CONTROL
 RD0203  ___________________________________________________________________
 RD0203* NAD 83(1986)-  45 13 44.     (N)    122 14 56.     (W)     SCALED    
 RD0203* NAVD 88     -       268.252  (meters)     880.09   (feet)  POSTED    
 RD0203  ___________________________________________________________________
 RD0203  GEOID HEIGHT-         -22.34  (meters)                     GEOID03
 RD0203  DYNAMIC HT  -         268.210 (meters)     879.95  (feet)  COMP
 RD0203  MODELED GRAV-     980,471.3   (mgal)                       NAVD 88
 RD0203
 RD0203  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 RD0203
 RD0203.The horizontal coordinates were scaled from a topographic map and have
 RD0203.an estimated accuracy of +/- 6 seconds.
 RD0203
 RD0203.The orthometric height was determined by differential leveling
 RD0203.and adjusted by the  in 1992.
 RD0203.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 RD0203.rate of 0.0 thru 1.0 mm/km.
 RD0203
 RD0203.The geoid height was determined by GEOID03.
 RD0203
 RD0203.The dynamic height is computed by dividing the NAVD 88
 RD0203.geopotential number by the normal gravity value computed on the
 RD0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0203.degrees latitude (g = 980.6199 gals.).
 RD0203
 RD0203.The modeled gravity was interpolated from observed gravity values.
 RD0203
 RD0203;                    North         East    Units  Estimated Accuracy
 RD0203;SPC OR N     -   175,080.    2,362,680.      MT  (+/- 180 meters Scaled)
 RD0203
 RD0203                          SUPERSEDED SURVEY CONTROL
 RD0203
 RD0203  NGVD 29 (??/??/92)  267.197  (m)          876.63   (f) ADJ UNCH    2 0
 RD0203
 RD0203.Superseded values are not recommended for survey control.
 RD0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0203.See file dsdata.txt to determine how the superseded data were derived.
 RD0203
 RD0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER589086(NAD 83)
 RD0203_MARKER: DB = BENCH MARK DISK
 RD0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0203_STAMPING: G 429 1946
 RD0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0203+STABILITY: SURFACE MOTION
 RD0203
 RD0203  HISTORY     - Date     Condition        Report By
 RD0203  HISTORY     - 1946     MONUMENTED       CGS
 RD0203  HISTORY     - 1970     MARK NOT FOUND   NGS
 RD0203
 RD0203                          STATION DESCRIPTION
 RD0203
 RD0203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 RD0203'8.7 MI SE FROM ESTACADA.
 RD0203'FROM THE HIGH SCHOOL GO 0.7 MILE SOUTH TO THE JUNCTION OF THE
 RD0203'CLACKAMAS RIVER ROAD AND HIGHWAY 211.  THENCE SOUTHEAST ALONG THE
 RD0203'CLACKAMAS RIVER ROAD 7.3 MILES TO THE NORTH FORK GUARD STATION. THENCE
 RD0203'NORTHEAST ALONG THE LA DEE ROAD FOR 0.7 MILE.  ON THE OUTSIDE OF A
 RD0203'SHARP CURVE.  34 FEET NORTH OF THE CENTER LINE OF THE ROAD.  3 FEET
 RD0203'NORTH OF A DITCH.  1 FOOT ABOVE THE LEVEL OF THE ROAD AND SET IN A
 RD0203'CONCRETE POST.  NOTE-- THE ROAD HAS BEEN IMPROVED AT THIS MILEAGE, AND
 RD0203'THE MONUMENT MAY HAVE BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0055 ***********************************************************************
 OA0055  DESIGNATION -  G 43
 OA0055  PID         -  OA0055
 OA0055  STATE/COUNTY-  OR/CURRY
 OA0055  USGS QUAD   -  PORT ORFORD (1996)
 OA0055
 OA0055                         *CURRENT SURVEY CONTROL
 OA0055  ___________________________________________________________________
 OA0055* NAD 83(1986)-  42 38 38.     (N)    124 23 57.     (W)     SCALED    
 OA0055* NAVD 88     -       203.262  (meters)     666.87   (feet)  ADJUSTED  
 OA0055  ___________________________________________________________________
 OA0055  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 OA0055  DYNAMIC HT  -         203.212 (meters)     666.70  (feet)  COMP
 OA0055  MODELED GRAV-     980,365.8   (mgal)                       NAVD 88
 OA0055
 OA0055  VERT ORDER  -  FIRST     CLASS II
 OA0055
 OA0055.The horizontal coordinates were scaled from a topographic map and have
 OA0055.an estimated accuracy of +/- 6 seconds.
 OA0055
 OA0055.The orthometric height was determined by differential leveling
 OA0055.and adjusted in June 1991.
 OA0055.WARNING-Repeat measurements at this control monument indicate possible
 OA0055.vertical movement.
 OA0055
 OA0055.The geoid height was determined by GEOID03.
 OA0055
 OA0055.The dynamic height is computed by dividing the NAVD 88
 OA0055.geopotential number by the normal gravity value computed on the
 OA0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0055.degrees latitude (g = 980.6199 gals.).
 OA0055
 OA0055.The modeled gravity was interpolated from observed gravity values.
 OA0055
 OA0055;                    North         East    Units  Estimated Accuracy
 OA0055;SPC OR S     -   116,000.    1,180,360.      MT  (+/- 180 meters Scaled)
 OA0055
 OA0055                          SUPERSEDED SURVEY CONTROL
 OA0055
 OA0055  NGVD 29 (??/??/92)  202.171  (m)          663.29   (f) ADJ UNCH    1 2
 OA0055
 OA0055.Superseded values are not recommended for survey control.
 OA0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0055.See file dsdata.txt to determine how the superseded data were derived.
 OA0055
 OA0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN852222(NAD 83)
 OA0055_MARKER: DB = BENCH MARK DISK
 OA0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OA0055_STAMPING: G 43 1931
 OA0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0055+STABILITY: SURFACE MOTION
 OA0055
 OA0055  HISTORY     - Date     Condition        Report By
 OA0055  HISTORY     - 1931     MONUMENTED       CGS
 OA0055  HISTORY     - 1941     GOOD             NGS
 OA0055  HISTORY     - 1988     MARK NOT FOUND   NGS
 OA0055
 OA0055                          STATION DESCRIPTION
 OA0055
 OA0055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 OA0055'7.5 MI N FROM OPHIR.
 OA0055'7.5 MILES NORTH ALONG THE OREGON COAST HIGHWAY (U. S. 101) FROM THE
 OA0055'POST OFFICE AT OPHIR, CURRY COUNTY, ABOUT 11.9 MILES SOUTH OF PORT
 OA0055'ORFORD, ABOUT 0.1 MILE SOUTH OF RANCH BUILDINGS ON THE SUMMIT OF A
 OA0055'HILL, 15 FEET SOUTH OF SURVEY STATION 640, OPPOSITE A HIGH CLIFF,
 OA0055'ABOUT 20 FEET NORTH OF A CONCRETE-TILE CULVERT, 26 FEET WEST OF THE
 OA0055'CENTER LINE OF THE HIGHWAY, 6 FEET SOUTH OF A GATE, AND AT A 4- BY
 OA0055'4-INCH WHITE WOODEN POST STENCILED U. S. B. M.  A STANDARD DISK,
 OA0055'STAMPED G 43 1931 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OA0055'ABOUT 6 INCHES ABOVE GROUND.
 OA0055
 OA0055                          STATION RECOVERY (1988)
 OA0055
 OA0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 OA0055'THERE HAS BEEN ROAD CONSTRUCTION AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0154 ***********************************************************************
 RD0154  DESIGNATION -  G 430
 RD0154  PID         -  RD0154
 RD0154  STATE/COUNTY-  OR/CLACKAMAS
 RD0154  USGS QUAD   -  BEDFORD POINT (1997)
 RD0154
 RD0154                         *CURRENT SURVEY CONTROL
 RD0154  ___________________________________________________________________
 RD0154* NAD 83(1986)-  45 10 10.     (N)    122 09 22.     (W)     SCALED    
 RD0154* NAVD 88     -       271.214  (meters)     889.81   (feet)  ADJUSTED  
 RD0154  ___________________________________________________________________
 RD0154  GEOID HEIGHT-         -21.96  (meters)                     GEOID03
 RD0154  DYNAMIC HT  -         271.156 (meters)     889.62  (feet)  COMP
 RD0154  MODELED GRAV-     980,398.7   (mgal)                       NAVD 88
 RD0154
 RD0154  VERT ORDER  -  SECOND    CLASS 0
 RD0154
 RD0154.The horizontal coordinates were scaled from a topographic map and have
 RD0154.an estimated accuracy of +/- 6 seconds.
 RD0154
 RD0154.The orthometric height was determined by differential leveling
 RD0154.and adjusted in June 1991.
 RD0154
 RD0154.The geoid height was determined by GEOID03.
 RD0154
 RD0154.The dynamic height is computed by dividing the NAVD 88
 RD0154.geopotential number by the normal gravity value computed on the
 RD0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0154.degrees latitude (g = 980.6199 gals.).
 RD0154
 RD0154.The modeled gravity was interpolated from observed gravity values.
 RD0154
 RD0154;                    North         East    Units  Estimated Accuracy
 RD0154;SPC OR N     -   168,330.    2,369,830.      MT  (+/- 180 meters Scaled)
 RD0154
 RD0154                          SUPERSEDED SURVEY CONTROL
 RD0154
 RD0154  NGVD 29 (??/??/92)  270.132  (m)          886.26   (f) ADJ UNCH    2 0
 RD0154
 RD0154.Superseded values are not recommended for survey control.
 RD0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0154.See file dsdata.txt to determine how the superseded data were derived.
 RD0154
 RD0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER663021(NAD 83)
 RD0154_MARKER: DB = BENCH MARK DISK
 RD0154_SETTING: 80 = SET IN A BOULDER
 RD0154_SP_SET: BOULDER
 RD0154_STAMPING: G 430 1946
 RD0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0154+STABILITY: SURFACE MOTION
 RD0154
 RD0154  HISTORY     - Date     Condition        Report By
 RD0154  HISTORY     - 1946     MONUMENTED       CGS
 RD0154  HISTORY     - 1983     MARK NOT FOUND   USGS
 RD0154  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 RD0154
 RD0154                          STATION DESCRIPTION
 RD0154
 RD0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RD0154'11.9 MI NW FROM OAK GROVE RANGER STA.
 RD0154'ABOUT 11.9 MILES NORTHWEST ALONG THE CLACKAMAS RIVER ROAD FROM THE OAK
 RD0154'GROVE RANGER STATION, ABOUT 250 FEET NORTHWEST OF A POINT WHERE A
 RD0154'POWER LINE CROSSES OVER THE ROAD, AT A ROCK CUT, 32 FEET NORTHEAST OF
 RD0154'THE CENTER LINE OF THE ROAD, SET IN TOP OF A LARGE BOULDER WHICH
 RD0154'PROJECTS ABOUT 4 FEET ABOVE THE GROUND AND ROAD LEVEL.
 RD0154
 RD0154                          STATION RECOVERY (1983)
 RD0154
 RD0154'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 RD0154'MARK NOT FOUND.
 RD0154
 RD0154                          STATION RECOVERY (1989)
 RD0154
 RD0154'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RD0154'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0393 ***********************************************************************
 RC0393  DESIGNATION -  G 431
 RC0393  PID         -  RC0393
 RC0393  STATE/COUNTY-  OR/GILLIAM
 RC0393  USGS QUAD   -  TURNER BUTTE (1975)
 RC0393
 RC0393                         *CURRENT SURVEY CONTROL
 RC0393  ___________________________________________________________________
 RC0393* NAD 83(1986)-  45 31 49.     (N)    120 21 32.     (W)     SCALED    
 RC0393* NAVD 88     -       136.035  (meters)     446.31   (feet)  ADJUSTED  
 RC0393  ___________________________________________________________________
 RC0393  GEOID HEIGHT-         -21.51  (meters)                     GEOID03
 RC0393  DYNAMIC HT  -         136.022 (meters)     446.27  (feet)  COMP
 RC0393  MODELED GRAV-     980,521.1   (mgal)                       NAVD 88
 RC0393
 RC0393  VERT ORDER  -  SECOND    CLASS 0
 RC0393
 RC0393.The horizontal coordinates were scaled from a topographic map and have
 RC0393.an estimated accuracy of +/- 6 seconds.
 RC0393
 RC0393.The orthometric height was determined by differential leveling
 RC0393.and adjusted in June 1991.
 RC0393
 RC0393.The geoid height was determined by GEOID03.
 RC0393
 RC0393.The dynamic height is computed by dividing the NAVD 88
 RC0393.geopotential number by the normal gravity value computed on the
 RC0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0393.degrees latitude (g = 980.6199 gals.).
 RC0393
 RC0393.The modeled gravity was interpolated from observed gravity values.
 RC0393
 RC0393;                    North         East    Units  Estimated Accuracy
 RC0393;SPC OR N     -   207,100.    2,511,020.      MT  (+/- 180 meters Scaled)
 RC0393
 RC0393                          SUPERSEDED SURVEY CONTROL
 RC0393
 RC0393  NGVD 29 (??/??/92)  135.028  (m)          443.00   (f) ADJ UNCH    2 0
 RC0393
 RC0393.Superseded values are not recommended for survey control.
 RC0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0393.See file dsdata.txt to determine how the superseded data were derived.
 RC0393
 RC0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGR062452(NAD 83)
 RC0393_MARKER: DB = BENCH MARK DISK
 RC0393_SETTING: 80 = SET IN A BOULDER
 RC0393_SP_SET: BOULDER
 RC0393_STAMPING: G 431 1946
 RC0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0393+STABILITY: SURFACE MOTION
 RC0393
 RC0393  HISTORY     - Date     Condition        Report By
 RC0393  HISTORY     - 1946     MONUMENTED       CGS
 RC0393
 RC0393                          STATION DESCRIPTION
 RC0393
 RC0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RC0393'31.7 MI S FROM RUFUS.
 RC0393'ABOUT 5.0 MILES EAST ALONG THE COLUMBIA RIVER HIGHWAY FROM THE POST
 RC0393'OFFICE AT RUFUS THENCE ABOUT 26.7 MILES SOUTH ALONG THE JOHN DAY
 RC0393'RIVER, SET IN THE TOP OF A LARGE 5X7 BOULDER LYING AGAINST ANOTHER
 RC0393'LARGE BOULDER IN THE CENTER OF A ROCKY BAR, 0.1 MILE EAST OF A SMALL
 RC0393'CABIN ON THE WEST BANK OF THE RIVER, 49 FEET NORTH OF THE CENTERLINE
 RC0393'OF A DIRT ROAD RUNNING PARALLEL WITH THE RIVER FROM THE MOUTH OF ROCK
 RC0393'CREEK TO 8 MILES SOUTH OF ROCK CREEK, 38 FEET WEST OF A LARGE WILLOW
 RC0393'TREE, 12 FEET SOUTH OF THE EDGE OF THE RIVER, ABOUT 5 FEET ABOVE THE
 RC0393'IMMEDIATE GROUND LEVEL, ABOUT 4 FEET ABOVE THE HIGH WATER MARK OF THE
 RC0393'RIVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0724 ***********************************************************************
 NY0724  DESIGNATION -  G 436
 NY0724  PID         -  NY0724
 NY0724  STATE/COUNTY-  OR/KLAMATH
 NY0724  USGS QUAD   -  LENZ (1988)
 NY0724
 NY0724                         *CURRENT SURVEY CONTROL
 NY0724  ___________________________________________________________________
 NY0724* NAD 83(1986)-  42 58 44.     (N)    121 49 34.     (W)     SCALED    
 NY0724* NAVD 88     -      1404.133  (meters)    4606.73   (feet)  ADJUSTED  
 NY0724  ___________________________________________________________________
 NY0724  GEOID HEIGHT-         -21.77  (meters)                     GEOID03
 NY0724  DYNAMIC HT  -        1403.349 (meters)    4604.15  (feet)  COMP
 NY0724  MODELED GRAV-     980,012.4   (mgal)                       NAVD 88
 NY0724
 NY0724  VERT ORDER  -  FIRST     CLASS II
 NY0724
 NY0724.The horizontal coordinates were scaled from a topographic map and have
 NY0724.an estimated accuracy of +/- 6 seconds.
 NY0724
 NY0724.The orthometric height was determined by differential leveling
 NY0724.and adjusted in June 1991.
 NY0724
 NY0724.The geoid height was determined by GEOID03.
 NY0724
 NY0724.The dynamic height is computed by dividing the NAVD 88
 NY0724.geopotential number by the normal gravity value computed on the
 NY0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0724.degrees latitude (g = 980.6199 gals.).
 NY0724
 NY0724.The modeled gravity was interpolated from observed gravity values.
 NY0724
 NY0724;                    North         East    Units  Estimated Accuracy
 NY0724;SPC OR S     -   146,620.    1,391,850.      MT  (+/- 180 meters Scaled)
 NY0724
 NY0724                          SUPERSEDED SURVEY CONTROL
 NY0724
 NY0724.No superseded survey control is available for this station.
 NY0724
 NY0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN957591(NAD 83)
 NY0724_MARKER: DB = BENCH MARK DISK
 NY0724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0724_SP_SET: SQUARE CONCRETE MONUMENT
 NY0724_STAMPING: G 436 1949
 NY0724_MARK LOGO: ORHD  
 NY0724_MAGNETIC: N = NO MAGNETIC MATERIAL
 NY0724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0724+STABILITY: SURFACE MOTION
 NY0724_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NY0724+SATELLITE: SATELLITE OBSERVATIONS - June 02, 1989
 NY0724
 NY0724  HISTORY     - Date     Condition        Report By
 NY0724  HISTORY     - 1949     MONUMENTED       ORHD
 NY0724  HISTORY     - 19880708 GOOD             NGS
 NY0724  HISTORY     - 19890602 GOOD             NGS
 NY0724
 NY0724                          STATION DESCRIPTION
 NY0724
 NY0724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 NY0724'27.1 KM (16.85 MI) SOUTHERLY ALONG U.S. HIGHWAY 97 FROM THE POST
 NY0724'OFFICE IN CHEMULT, 15.4 M (50.5 FT) EAST OF THE CENTERLINE OF THE
 NY0724'HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A SIGN USBM, LEVEL WITH THE HIGHWAY,
 NY0724'AND IN TOP OF A CONCRETE POST THAT PROJECTS 0.13 M (0.4 FT) ABOVE THE
 NY0724'GROUND SURFACE.
 NY0724
 NY0724                          STATION RECOVERY (1989)
 NY0724
 NY0724'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NY0724'THE MARK WAS TO BE DESTROYED.  A RESET MARK WAS SET NEARBY.
 NY0724'DESCRIBED BY L.L. RIGGERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0979 ***********************************************************************
 NY0979  DESIGNATION -  G 436 RESET
 NY0979  PID         -  NY0979
 NY0979  STATE/COUNTY-  OR/KLAMATH
 NY0979  USGS QUAD   -  LENZ (1988)
 NY0979
 NY0979                         *CURRENT SURVEY CONTROL
 NY0979  ___________________________________________________________________
 NY0979* NAD 83(1986)-  42 58 44.     (N)    121 49 34.     (W)     SCALED    
 NY0979* NAVD 88     -      1403.90   (meters)    4606.0    (feet)  RESET     
 NY0979  ___________________________________________________________________
 NY0979  GEOID HEIGHT-         -21.77  (meters)                     GEOID03
 NY0979  VERT ORDER  -  THIRD
 NY0979
 NY0979.The horizontal coordinates were scaled from a topographic map and have
 NY0979.an estimated accuracy of +/- 6 seconds.
 NY0979
 NY0979.The orthometric height was computed from unverified reset data.
 NY0979.No vertical observational check was made to the station.
 NY0979
 NY0979.The geoid height was determined by GEOID03.
 NY0979
 NY0979;                    North         East    Units  Estimated Accuracy
 NY0979;SPC OR S     -   146,620.    1,391,850.      MT  (+/- 180 meters Scaled)
 NY0979
 NY0979                          SUPERSEDED SURVEY CONTROL
 NY0979
 NY0979.No superseded survey control is available for this station.
 NY0979
 NY0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN957591(NAD 83)
 NY0979_MARKER: DB = BENCH MARK DISK
 NY0979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0979_SP_SET: CONCRETE POST
 NY0979_STAMPING: G 436 ORHD RESET 1949
 NY0979_MARK LOGO: NGS   
 NY0979_MAGNETIC: N = NO MAGNETIC MATERIAL
 NY0979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0979+STABILITY: SURFACE MOTION
 NY0979_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NY0979+SATELLITE: SATELLITE OBSERVATIONS - 1989
 NY0979
 NY0979  HISTORY     - Date     Condition        Report By
 NY0979  HISTORY     - 1989     MONUMENTED       NGS
 NY0979
 NY0979                          STATION DESCRIPTION
 NY0979
 NY0979'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NY0979'THE MARK IS 27.1 KM (16.8 MI) SOUTH ALONG US HIGHWAY 97 FROM THE POST
 NY0979'OFFICE IN CHEMULT, AT HIGHWAY STATIONING 1595+75, 44.8 M (147.0 FT)
 NY0979'EAST OF CENTERLINE OF HIGHWAY 97 AND 0.7 M (2.3 FT) WEST OF A WITNESS
 NY0979'POST.
 NY0979'DESCRIBED BY L.L. RIGGERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0199 ***********************************************************************
 OA0199  DESIGNATION -  G 444 RESET
 OA0199  PID         -  OA0199
 OA0199  STATE/COUNTY-  OR/CURRY
 OA0199  USGS QUAD   -  BROOKINGS (1986)
 OA0199
 OA0199                         *CURRENT SURVEY CONTROL
 OA0199  ___________________________________________________________________
 OA0199* NAD 83(1986)-  42 03 10.     (N)    124 16 48.     (W)     SCALED    
 OA0199* NAVD 88     -        45.143  (meters)     148.11   (feet)  ADJUSTED  
 OA0199  ___________________________________________________________________
 OA0199  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 OA0199  DYNAMIC HT  -          45.129 (meters)     148.06  (feet)  COMP
 OA0199  MODELED GRAV-     980,317.9   (mgal)                       NAVD 88
 OA0199
 OA0199  VERT ORDER  -  FIRST     CLASS II
 OA0199
 OA0199.The horizontal coordinates were scaled from a topographic map and have
 OA0199.an estimated accuracy of +/- 6 seconds.
 OA0199
 OA0199.The orthometric height was determined by differential leveling
 OA0199.and adjusted in June 1991.
 OA0199
 OA0199.The geoid height was determined by GEOID03.
 OA0199
 OA0199.The dynamic height is computed by dividing the NAVD 88
 OA0199.geopotential number by the normal gravity value computed on the
 OA0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0199.degrees latitude (g = 980.6199 gals.).
 OA0199
 OA0199.The modeled gravity was interpolated from observed gravity values.
 OA0199
 OA0199;                    North         East    Units  Estimated Accuracy
 OA0199;SPC OR S     -    49,950.    1,187,160.      MT  (+/- 180 meters Scaled)
 OA0199
 OA0199                          SUPERSEDED SURVEY CONTROL
 OA0199
 OA0199.No superseded survey control is available for this station.
 OA0199
 OA0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCM940564(NAD 83)
 OA0199_MARKER: DB = BENCH MARK DISK
 OA0199_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 OA0199_SP_SET: SIDEWALK
 OA0199_STAMPING: G 444 OSHD RESET 1971
 OA0199_MARK LOGO: NGS   
 OA0199_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OA0199
 OA0199  HISTORY     - Date     Condition        Report By
 OA0199  HISTORY     - 1971     MONUMENTED       NGS
 OA0199  HISTORY     - 1988     GOOD             NGS
 OA0199  HISTORY     - 19981112 GOOD             USPSQD
 OA0199
 OA0199                          STATION DESCRIPTION
 OA0199
 OA0199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 OA0199'IN BROOKINGS.
 OA0199'AT BROOKINGS CEMENTED IN A DRILL HOLE IN THE SIDEWALK AT THE SOUTHEAST
 OA0199'CORNER OF ED AND MENDYS CHEVRON SERVICE STATION, 40 FEET NORTH OF THE
 OA0199'CENTER OF U.S. HIGHWAY 101, 10 FEET SOUTH OF A CHEVRON SIGN, 10 FEET
 OA0199'NORTH OF THE SOUTH EDGE OF THE SIDEWALK, AND 18 INCHES WEST OF THE
 OA0199'EAST END OF THE SIDEWALK.
 OA0199
 OA0199                          STATION RECOVERY (1988)
 OA0199
 OA0199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 OA0199'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN
 OA0199'BROOKINGS, AT THE INTERSECTION OF U.S. HIGHWAY 101 AND WILLOW STREET,
 OA0199'IN A SIDEWALK IN FRONT OF A CHEVRON SERVICE STATION, 27.5 M (90.2 FT)
 OA0199'WEST OF THE EXTENDED CENTER OF THE STREET, 19.1 M (62.7 FT) SOUTHWEST
 OA0199'OF THE SOUTHWEST CORNER OF COAST CHEVY GARAGE, 11.0 M (36.1 FT) NORTH
 OA0199'OF THE CENTERLINE OF THE HIGHWAY, AND 2.1 M (6.9 FT) NORTH OF A
 OA0199'UTILITY POLE WITH A GUY CABLE.
 OA0199'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 OA0199
 OA0199                          STATION RECOVERY (1998)
 OA0199
 OA0199'RECOVERY NOTE BY US POWER SQUADRON 1998
 OA0199'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0289 ***********************************************************************
 QE0289  DESIGNATION -  G 45
 QE0289  PID         -  QE0289
 QE0289  STATE/COUNTY-  OR/LANE
 QE0289  USGS QUAD   -  LEABURG (1988)
 QE0289
 QE0289                         *CURRENT SURVEY CONTROL
 QE0289  ___________________________________________________________________
 QE0289* NAD 83(1986)-  44 06 05.     (N)    122 41 20.     (W)     SCALED    
 QE0289* NAVD 88     -       209.495  (meters)     687.32   (feet)  ADJUSTED  
 QE0289  ___________________________________________________________________
 QE0289  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 QE0289  DYNAMIC HT  -         209.457 (meters)     687.19  (feet)  COMP
 QE0289  MODELED GRAV-     980,431.2   (mgal)                       NAVD 88
 QE0289
 QE0289  VERT ORDER  -  FIRST     CLASS II
 QE0289
 QE0289.The horizontal coordinates were scaled from a topographic map and have
 QE0289.an estimated accuracy of +/- 6 seconds.
 QE0289
 QE0289.The orthometric height was determined by differential leveling
 QE0289.and adjusted in June 1991.
 QE0289
 QE0289.The geoid height was determined by GEOID03.
 QE0289
 QE0289.The dynamic height is computed by dividing the NAVD 88
 QE0289.geopotential number by the normal gravity value computed on the
 QE0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0289.degrees latitude (g = 980.6199 gals.).
 QE0289
 QE0289.The modeled gravity was interpolated from observed gravity values.
 QE0289
 QE0289;                    North         East    Units  Estimated Accuracy
 QE0289;SPC OR S     -   272,760.    1,324,750.      MT  (+/- 180 meters Scaled)
 QE0289
 QE0289                          SUPERSEDED SURVEY CONTROL
 QE0289
 QE0289  NGVD 29 (??/??/92)  208.371  (m)          683.63   (f) ADJ UNCH    1 2
 QE0289
 QE0289.Superseded values are not recommended for survey control.
 QE0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0289.See file dsdata.txt to determine how the superseded data were derived.
 QE0289
 QE0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP249831(NAD 83)
 QE0289_MARKER: DD = SURVEY DISK
 QE0289_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QE0289_SP_SET: HEADWALL
 QE0289_STAMPING: G 45 1930
 QE0289_MARK LOGO: ORHD  
 QE0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0289+STABILITY: SURFACE MOTION
 QE0289
 QE0289  HISTORY     - Date     Condition        Report By
 QE0289  HISTORY     - UNK      MONUMENTED       ORDT
 QE0289  HISTORY     - 1930     GOOD             NGS
 QE0289  HISTORY     - 1987     GOOD             NGS
 QE0289  HISTORY     - 1989     GOOD             USPSQD
 QE0289
 QE0289                          STATION DESCRIPTION
 QE0289
 QE0289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1930
 QE0289'0.6 MI W FROM LEABURG.
 QE0289'ON THE WEST END OF CONCRETE RETAINING WALL OVER SPILLWAY ON NORTH SIDE
 QE0289'OF HIGHWAY, OPPOSITE THE LEABURG POWER HOUSE OF THE EUGENE WATER
 QE0289'BOARD.
 QE0289
 QE0289                          STATION RECOVERY (1987)
 QE0289
 QE0289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE0289'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  28.5 KM
 QE0289'(17.70 MI) EASTERLY ALONG STATE HIGHWAY 126 FROM ITS JUNCTION WITH
 QE0289'SOUTH 5TH STREET IN SPRINGFIELD, IN TOP OF AND 0.3 M (1.0 FT)
 QE0289'NORTHEAST OF THE SOUTHWEST END OF A LARGE MULTI BOX CULVERT OF A
 QE0289'SPILLWAY OF THE LEABURG POWER PLANT OF THE EUGENE WATER BOARD, AND
 QE0289'6.8 M (22.3 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 QE0289'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 QE0289
 QE0289                          STATION RECOVERY (1989)
 QE0289
 QE0289'RECOVERY NOTE BY US POWER SQUADRON 1989 (JW)
 QE0289'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0486 ***********************************************************************
 PA0486  DESIGNATION -  G 461
 PA0486  PID         -  PA0486
 PA0486  STATE/COUNTY-  OR/CROOK
 PA0486  USGS QUAD   -  HARDIN RANCH (1981)
 PA0486
 PA0486                         *CURRENT SURVEY CONTROL
 PA0486  ___________________________________________________________________
 PA0486* NAD 83(1986)-  43 53 24.     (N)    119 53 00.     (W)     SCALED    
 PA0486* NAVD 88     -      1381.015  (meters)    4530.88   (feet)  ADJUSTED  
 PA0486  ___________________________________________________________________
 PA0486  GEOID HEIGHT-         -19.15  (meters)                     GEOID03
 PA0486  DYNAMIC HT  -        1380.377 (meters)    4528.79  (feet)  COMP
 PA0486  MODELED GRAV-     980,107.7   (mgal)                       NAVD 88
 PA0486
 PA0486  VERT ORDER  -  FIRST     CLASS II
 PA0486
 PA0486.The horizontal coordinates were scaled from a topographic map and have
 PA0486.an estimated accuracy of +/- 6 seconds.
 PA0486
 PA0486.The orthometric height was determined by differential leveling
 PA0486.and adjusted in June 1991.
 PA0486
 PA0486.The geoid height was determined by GEOID03.
 PA0486
 PA0486.The dynamic height is computed by dividing the NAVD 88
 PA0486.geopotential number by the normal gravity value computed on the
 PA0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0486.degrees latitude (g = 980.6199 gals.).
 PA0486
 PA0486.The modeled gravity was interpolated from observed gravity values.
 PA0486
 PA0486;                    North         East    Units  Estimated Accuracy
 PA0486;SPC OR S     -   247,160.    1,549,550.      MT  (+/- 180 meters Scaled)
 PA0486
 PA0486                          SUPERSEDED SURVEY CONTROL
 PA0486
 PA0486  NGVD 29 (??/??/92) 1379.806  (m)         4526.91   (f) ADJ UNCH    1 2
 PA0486
 PA0486.Superseded values are not recommended for survey control.
 PA0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0486.See file dsdata.txt to determine how the superseded data were derived.
 PA0486
 PA0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKJ684636(NAD 83)
 PA0486_MARKER: DB = BENCH MARK DISK
 PA0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0486_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PA0486_STAMPING: G 461 1936
 PA0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0486+STABILITY: SURFACE MOTION
 PA0486
 PA0486  HISTORY     - Date     Condition        Report By
 PA0486  HISTORY     - 1936     MONUMENTED       CGS
 PA0486  HISTORY     - 1976     POOR             USGS
 PA0486
 PA0486                          STATION DESCRIPTION
 PA0486
 PA0486'DESCRIBED BY US GEOLOGICAL SURVEY 1976
 PA0486'24.7 MI S FROM PAULINA.
 PA0486'RILEY, 30 MI W. OF JCT. WITH U.S. HWY. 395 AT, ALONG U.S. HWY. 20 TO
 PA0486'T-RD. N., THENCE 20.8 MI N. ALONG PAULINA RD. TO RD. X-ING. LEADING E.
 PA0486'TO TWELVEMILE CREEK, THENCE 6.2 MI E. TO BRIDGE AND T-RD., THENCE 7.1
 PA0486'MI N. AND E. TO BRIDGE, THENCE 0.4 MI E. AND NE. TO OLD PAULINA-SUNTEX
 PA0486'RD., THENCE 18 MI SE. ALONG OLD SUNTEX RD. ALONG EAST SIDE OF LONG
 PA0486'HOLLOW VALLEY.  NORTHWEST OF LONG NARROW RAVINE.  AT FOOT OF ROCKY
 PA0486'HILL, AT CURVE AT BEGINNING OF DIAGONAL CROSSING TO WEST SIDE OF
 PA0486'VALLEY FLOOR.  35 FT E. OF RD., 1.5 FT W. OF WITNESS SIGN. IN CONCRETE
 PA0486'POST PROJECTING 0.5 FT.  NGS TABLET STAMPED G 461 1936.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0803 ***********************************************************************
 QD0803  DESIGNATION -  G 463
 QD0803  PID         -  QD0803
 QD0803  STATE/COUNTY-  OR/DESCHUTES
 QD0803  USGS QUAD   -  BEND (1981)
 QD0803
 QD0803                         *CURRENT SURVEY CONTROL
 QD0803  ___________________________________________________________________
 QD0803* NAD 83(1986)-  44 03 38.     (N)    121 18 49.     (W)     SCALED    
 QD0803* NAVD 88     -      1101.166  (meters)    3612.74   (feet)  ADJUSTED  
 QD0803  ___________________________________________________________________
 QD0803  GEOID HEIGHT-         -20.93  (meters)                     GEOID03
 QD0803  DYNAMIC HT  -        1100.730 (meters)    3611.31  (feet)  COMP
 QD0803  MODELED GRAV-     980,184.8   (mgal)                       NAVD 88
 QD0803
 QD0803  VERT ORDER  -  FIRST     CLASS II
 QD0803
 QD0803.The horizontal coordinates were scaled from a topographic map and have
 QD0803.an estimated accuracy of +/- 6 seconds.
 QD0803
 QD0803.The orthometric height was determined by differential leveling
 QD0803.and adjusted in June 1991.
 QD0803
 QD0803.The geoid height was determined by GEOID03.
 QD0803
 QD0803.The dynamic height is computed by dividing the NAVD 88
 QD0803.geopotential number by the normal gravity value computed on the
 QD0803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0803.degrees latitude (g = 980.6199 gals.).
 QD0803
 QD0803.The modeled gravity was interpolated from observed gravity values.
 QD0803
 QD0803;                    North         East    Units  Estimated Accuracy
 QD0803;SPC OR S     -   266,250.    1,434,810.      MT  (+/- 180 meters Scaled)
 QD0803
 QD0803                          SUPERSEDED SURVEY CONTROL
 QD0803
 QD0803  NGVD 29 (??/??/92) 1099.995  (m)         3608.90   (f) ADJ UNCH    1 2
 QD0803
 QD0803.Superseded values are not recommended for survey control.
 QD0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0803.See file dsdata.txt to determine how the superseded data were derived.
 QD0803
 QD0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP350799(NAD 83)
 QD0803_MARKER: DD = SURVEY DISK
 QD0803_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QD0803_SP_SET: BRIDGE
 QD0803_STAMPING: G-463 1936
 QD0803_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QD0803
 QD0803  HISTORY     - Date     Condition        Report By
 QD0803  HISTORY     - 1936     MONUMENTED       ORDT
 QD0803  HISTORY     - 1936     GOOD             NGS
 QD0803  HISTORY     - 1959     MARK NOT FOUND   NGS
 QD0803  HISTORY     - 19880713 MARK NOT FOUND   NGS
 QD0803
 QD0803                          STATION DESCRIPTION
 QD0803
 QD0803'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 QD0803'IN BEND.
 QD0803'SET ON NORTH WINGWALL OF EAST END OF NEW NEWPORT AVENUE CONCRETE
 QD0803'BRIDGE OVER DESCHUTES RIVER.  150 FEET WEST OF SOUTHWEST CORNER PILOT
 QD0803'BUTTE INN.
 QD0803
 QD0803                          STATION RECOVERY (1959)
 QD0803
 QD0803'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 QD0803'MARK NOT FOUND.
 QD0803
 QD0803                          STATION RECOVERY (1988)
 QD0803
 QD0803'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QD0803'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0393 ***********************************************************************
 NY0393  DESIGNATION -  G 464
 NY0393  PID         -  NY0393
 NY0393  STATE/COUNTY-  OR/KLAMATH
 NY0393  USGS QUAD   -  MERRILL (1986)
 NY0393
 NY0393                         *CURRENT SURVEY CONTROL
 NY0393  ___________________________________________________________________
 NY0393* NAD 83(1986)-  42 01 30.     (N)    121 34 30.     (W)     SCALED    
 NY0393* NAVD 88     -      1241.166  (meters)    4072.06   (feet)  ADJUSTED  
 NY0393  ___________________________________________________________________
 NY0393  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 NY0393  DYNAMIC HT  -        1240.413 (meters)    4069.59  (feet)  COMP
 NY0393  MODELED GRAV-     979,972.9   (mgal)                       NAVD 88
 NY0393
 NY0393  VERT ORDER  -  SECOND    CLASS 0
 NY0393
 NY0393.The horizontal coordinates were scaled from a topographic map and have
 NY0393.an estimated accuracy of +/- 6 seconds.
 NY0393
 NY0393.The orthometric height was determined by differential leveling
 NY0393.and adjusted in June 1991.
 NY0393
 NY0393.The geoid height was determined by GEOID03.
 NY0393
 NY0393.The dynamic height is computed by dividing the NAVD 88
 NY0393.geopotential number by the normal gravity value computed on the
 NY0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0393.degrees latitude (g = 980.6199 gals.).
 NY0393
 NY0393.The modeled gravity was interpolated from observed gravity values.
 NY0393
 NY0393;                    North         East    Units  Estimated Accuracy
 NY0393;SPC OR S     -    40,380.    1,410,970.      MT  (+/- 180 meters Scaled)
 NY0393
 NY0393                          SUPERSEDED SURVEY CONTROL
 NY0393
 NY0393  NGVD 29 (??/??/92) 1240.097  (m)         4068.55   (f) ADJ UNCH    2 0
 NY0393
 NY0393.Superseded values are not recommended for survey control.
 NY0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0393.See file dsdata.txt to determine how the superseded data were derived.
 NY0393
 NY0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM179535(NAD 83)
 NY0393_MARKER: DB = BENCH MARK DISK
 NY0393_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NY0393_SP_SET: SYPHON BOX
 NY0393_STAMPING: G-464 1940
 NY0393_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NY0393
 NY0393  HISTORY     - Date     Condition        Report By
 NY0393  HISTORY     - 1940     MONUMENTED       CGS
 NY0393
 NY0393                          STATION DESCRIPTION
 NY0393
 NY0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NY0393'1.25 MI E FROM MERRILL.
 NY0393'LOCATED 1.25 MILES EAST OF THE BANK IN MERRILL, KLAMATH COUNTY,
 NY0393'OREGON.  ALONG THE KLAMATH FALLS-CANBY CALIF. HWY.  27 FEET SOUTH OF
 NY0393'THE CENTERLINE OF HWY.  IN TOP OF THE CENTER OF THE NORTH CONCRETE
 NY0393'SYPHON WALL.  JUST NORTH OF A WOOD GATE IN THE SOUTH R.O.W. FENCE
 NY0393'LINE.  WITNESS POST IS SET BY BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0091 ***********************************************************************
 OA0091  DESIGNATION -  G 465
 OA0091  PID         -  OA0091
 OA0091  STATE/COUNTY-  OR/CURRY
 OA0091  USGS QUAD   -  LANGLOIS (1996)
 OA0091
 OA0091                         *CURRENT SURVEY CONTROL
 OA0091  ___________________________________________________________________
 OA0091* NAD 83(1986)-  42 55 29.     (N)    124 26 54.     (W)     SCALED    
 OA0091* NAVD 88     -        31.474  (meters)     103.26   (feet)  ADJUSTED  
 OA0091  ___________________________________________________________________
 OA0091  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 OA0091  DYNAMIC HT  -          31.468 (meters)     103.24  (feet)  COMP
 OA0091  MODELED GRAV-     980,429.9   (mgal)                       NAVD 88
 OA0091
 OA0091  VERT ORDER  -  FIRST     CLASS II
 OA0091
 OA0091.The horizontal coordinates were scaled from a topographic map and have
 OA0091.an estimated accuracy of +/- 6 seconds.
 OA0091
 OA0091.The orthometric height was determined by differential leveling
 OA0091.and adjusted in June 1991.
 OA0091
 OA0091.The geoid height was determined by GEOID03.
 OA0091
 OA0091.The dynamic height is computed by dividing the NAVD 88
 OA0091.geopotential number by the normal gravity value computed on the
 OA0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0091.degrees latitude (g = 980.6199 gals.).
 OA0091
 OA0091.The modeled gravity was interpolated from observed gravity values.
 OA0091
 OA0091;                    North         East    Units  Estimated Accuracy
 OA0091;SPC OR S     -   147,340.    1,177,810.      MT  (+/- 180 meters Scaled)
 OA0091
 OA0091                          SUPERSEDED SURVEY CONTROL
 OA0091
 OA0091  NGVD 29 (12/02/92)   30.299  (m)           99.41   (f) ADJUSTED    1 2
 OA0091
 OA0091.Superseded values are not recommended for survey control.
 OA0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0091.See file dsdata.txt to determine how the superseded data were derived.
 OA0091
 OA0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN818534(NAD 83)
 OA0091_MARKER: DB = BENCH MARK DISK
 OA0091_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OA0091+WITH SETTING: PAVEMENT
 OA0091_SP_SET: STEP
 OA0091_STAMPING: G 465 1941
 OA0091_MARK LOGO: CGS   
 OA0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0091+STABILITY: SURFACE MOTION
 OA0091_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OA0091+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2002
 OA0091
 OA0091  HISTORY     - Date     Condition        Report By
 OA0091  HISTORY     - 1941     MONUMENTED       CGS
 OA0091  HISTORY     - 1988     GOOD             USPSQD
 OA0091  HISTORY     - 1988     GOOD             NGS
 OA0091  HISTORY     - 1990     GOOD             USPSQD
 OA0091  HISTORY     - 20020507 GOOD             USPSQD
 OA0091
 OA0091                          STATION DESCRIPTION
 OA0091
 OA0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 OA0091'IN LANGLOIS.
 OA0091'AT LANGLOIS, CURRY COUNTY, ON THE OREGON COAST HIGHWAY (U. S. 101),
 OA0091'ABOUT 400 FEET EAST OF THE HIGHWAY, AT THE MAIN ENTRANCE TO THE UNION
 OA0091'HIGH SCHOOL, AND IN THE TOP OF THE NORTH END OF THE THIRD STEP.  A
 OA0091'STANDARD DISK, STAMPED G 465 1941.
 OA0091
 OA0091                          STATION RECOVERY (1988)
 OA0091
 OA0091'RECOVERY NOTE BY US POWER SQUADRON 1988
 OA0091'RECOVERED IN GOOD CONDITION.
 OA0091
 OA0091                          STATION RECOVERY (1988)
 OA0091
 OA0091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 OA0091'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.
 OA0091'CHANGE--UNION HIGH SCHOOL TO LANGLOIS ELEMENTARY SCHOOL.
 OA0091
 OA0091                          STATION RECOVERY (1990)
 OA0091
 OA0091'RECOVERY NOTE BY US POWER SQUADRON 1990 (AES)
 OA0091'RECOVERED IN GOOD CONDITION.
 OA0091
 OA0091                          STATION RECOVERY (2002)
 OA0091
 OA0091'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 OA0091'SCHOOL BUILDING NO LONGER IN USE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0228 ***********************************************************************
 OA0228  DESIGNATION -  G 466
 OA0228  PID         -  OA0228
 OA0228  STATE/COUNTY-  OR/CURRY
 OA0228  USGS QUAD   -  CARPENTERVILLE (1986)
 OA0228
 OA0228                         *CURRENT SURVEY CONTROL
 OA0228  ___________________________________________________________________
 OA0228* NAD 83(1986)-  42 14 15.     (N)    124 21 39.     (W)     SCALED    
 OA0228* NAVD 88     -       302.748  (meters)     993.27   (feet)  ADJUSTED  
 OA0228  ___________________________________________________________________
 OA0228  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 OA0228  DYNAMIC HT  -         302.655 (meters)     992.96  (feet)  COMP
 OA0228  MODELED GRAV-     980,307.2   (mgal)                       NAVD 88
 OA0228
 OA0228  VERT ORDER  -  FIRST     CLASS II
 OA0228
 OA0228.The horizontal coordinates were scaled from a topographic map and have
 OA0228.an estimated accuracy of +/- 6 seconds.
 OA0228
 OA0228.The orthometric height was determined by differential leveling
 OA0228.and adjusted in June 1991.
 OA0228
 OA0228.The geoid height was determined by GEOID03.
 OA0228
 OA0228.The dynamic height is computed by dividing the NAVD 88
 OA0228.geopotential number by the normal gravity value computed on the
 OA0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0228.degrees latitude (g = 980.6199 gals.).
 OA0228
 OA0228.The modeled gravity was interpolated from observed gravity values.
 OA0228
 OA0228;                    North         East    Units  Estimated Accuracy
 OA0228;SPC OR S     -    70,760.    1,181,420.      MT  (+/- 180 meters Scaled)
 OA0228
 OA0228                          SUPERSEDED SURVEY CONTROL
 OA0228
 OA0228  NGVD 29 (??/??/92)  301.633  (m)          989.61   (f) ADJ UNCH    1 2
 OA0228
 OA0228.Superseded values are not recommended for survey control.
 OA0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0228.See file dsdata.txt to determine how the superseded data were derived.
 OA0228
 OA0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCM877770(NAD 83)
 OA0228_MARKER: DB = BENCH MARK DISK
 OA0228_SETTING: 80 = SET IN A BOULDER
 OA0228_SP_SET: BOULDER
 OA0228_STAMPING: G 466 1941
 OA0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0228+STABILITY: SURFACE MOTION
 OA0228
 OA0228  HISTORY     - Date     Condition        Report By
 OA0228  HISTORY     - 1941     MONUMENTED       CGS
 OA0228  HISTORY     - 1953     MARK NOT FOUND   USGS
 OA0228  HISTORY     - 1982     MARK NOT FOUND   USGS
 OA0228  HISTORY     - 1988     MARK NOT FOUND   NGS
 OA0228
 OA0228                          STATION DESCRIPTION
 OA0228
 OA0228'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 OA0228'18.7 MI S FROM GOLD BEACH.
 OA0228'18.7 MILES SOUTH ALONG THE OREGON COAST HIGHWAY (U.S. 101) FROM THE
 OA0228'POST OFFICE AT GOLD BEACH, CURRY COUNTY, ABOUT 5.2 MILES SOUTH OF A
 OA0228'BRIDGE OVER PISTOL RIVER, ABOUT 1.5 MILES NORTH OF CARPENTERVILLE, ON
 OA0228'THE OUTSIDE OF A CURVE, 45 FEET SOUTH OF A SMALL CULVERT, 30 FEET EAST
 OA0228'OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF A BOULDER, AT A 4- BY
 OA0228'4-INCH WHITE WOODEN POST STENCILED U.S.B.M., AND ABOUT 4 FEET HIGHER
 OA0228'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED G 466 1941. NOTE-- UNABLE
 OA0228'TO LOCATE BOULDER.  A DRAIN HAS BEEN CUT ALONG THE BANK WHICH SHOWS
 OA0228'SOME EVIDENCE OF HAVING BEEN SCRAPED CLEAN.
 OA0228
 OA0228                          STATION RECOVERY (1982)
 OA0228
 OA0228'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 OA0228'MARK NOT FOUND.
 OA0228
 OA0228                          STATION RECOVERY (1988)
 OA0228
 OA0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 OA0228'THERE HAS BEEN ROAD CONSTRUCTION AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0437 ***********************************************************************
 OA0437  DESIGNATION -  G 467
 OA0437  PID         -  OA0437
 OA0437  STATE/COUNTY-  OR/COOS
 OA0437  USGS QUAD   -  BILL PEAK (1971)
 OA0437
 OA0437                         *CURRENT SURVEY CONTROL
 OA0437  ___________________________________________________________________
 OA0437* NAD 83(1986)-  43 07 07.     (N)    124 17 11.     (W)     SCALED    
 OA0437* NAVD 88     -         6.404  (meters)      21.01   (feet)  ADJUSTED  
 OA0437  ___________________________________________________________________
 OA0437  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 OA0437  DYNAMIC HT  -           6.403 (meters)      21.01  (feet)  COMP
 OA0437  MODELED GRAV-     980,442.9   (mgal)                       NAVD 88
 OA0437
 OA0437  VERT ORDER  -  FIRST     CLASS II
 OA0437
 OA0437.The horizontal coordinates were scaled from a topographic map and have
 OA0437.an estimated accuracy of +/- 6 seconds.
 OA0437
 OA0437.The orthometric height was determined by differential leveling
 OA0437.and adjusted in June 1991.
 OA0437
 OA0437.The geoid height was determined by GEOID03.
 OA0437
 OA0437.The dynamic height is computed by dividing the NAVD 88
 OA0437.geopotential number by the normal gravity value computed on the
 OA0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0437.degrees latitude (g = 980.6199 gals.).
 OA0437
 OA0437.The modeled gravity was interpolated from observed gravity values.
 OA0437
 OA0437;                    North         East    Units  Estimated Accuracy
 OA0437;SPC OR S     -   168,250.    1,191,990.      MT  (+/- 180 meters Scaled)
 OA0437
 OA0437                          SUPERSEDED SURVEY CONTROL
 OA0437
 OA0437  NGVD 29 (12/02/92)    5.348  (m)           17.55   (f) ADJUSTED    1 2
 OA0437
 OA0437.Superseded values are not recommended for survey control.
 OA0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0437.See file dsdata.txt to determine how the superseded data were derived.
 OA0437
 OA0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN953747(NAD 83)
 OA0437_MARKER: DB = BENCH MARK DISK
 OA0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA0437_SP_SET: CONCRETE POST
 OA0437_STAMPING: G 467 1941
 OA0437_MARK LOGO: CGS   
 OA0437_PROJECTION: RECESSED 2 CENTIMETERS
 OA0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0437+STABILITY: SURFACE MOTION
 OA0437
 OA0437  HISTORY     - Date     Condition        Report By
 OA0437  HISTORY     - 1941     MONUMENTED       CGS
 OA0437  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 OA0437  HISTORY     - 1987     GOOD             USPSQD
 OA0437  HISTORY     - 1988     GOOD             USPSQD
 OA0437  HISTORY     - 1988     GOOD             USPSQD
 OA0437  HISTORY     - 1988     GOOD             NGS
 OA0437  HISTORY     - 20020217 MARK NOT FOUND   USPSQD
 OA0437
 OA0437                          STATION DESCRIPTION
 OA0437
 OA0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 OA0437'8.3 MI NE FROM BANDON.
 OA0437'8.3 MILES NORTHEAST ALONG THE OREGON COAST HIGHWAY (U.S. 101) FROM
 OA0437'BANDON, COOS COUNTY, ABOUT 3.5 MILES SOUTHWEST OF RIVERTON, 30 FEET
 OA0437'NORTH OF THE CENTER LINE OF THE HIGHWAY, AND AT A WHITE WOODEN POST
 OA0437'STENCILED U.S.B.M.  A STANDARD DISK, STAMPED G 467 1941 AND SET IN THE
 OA0437'TOP OF A CONCRETE POST.  NOTE-- THE PRIMARY REFERENCE FOR THIS LINE
 OA0437'SHOULD READ 8.3 MILES NORTHEAST ALONG STATE HIGHWAY 42 SOUTH FROM
 OA0437'BANDON.
 OA0437
 OA0437                          STATION RECOVERY (1985)
 OA0437
 OA0437'RECOVERY NOTE BY US POWER SQUADRON 1985
 OA0437'MARK NOT FOUND.
 OA0437
 OA0437                          STATION RECOVERY (1987)
 OA0437
 OA0437'RECOVERY NOTE BY US POWER SQUADRON 1987 (AS)
 OA0437'RECOVERED IN GOOD CONDITION.
 OA0437
 OA0437                          STATION RECOVERY (1988)
 OA0437
 OA0437'RECOVERY NOTE BY US POWER SQUADRON 1988 (COB)
 OA0437'RECOVERED IN GOOD CONDITION.
 OA0437
 OA0437                          STATION RECOVERY (1988)
 OA0437
 OA0437'RECOVERY NOTE BY US POWER SQUADRON 1988 (AS)
 OA0437'RECOVERED IN GOOD CONDITION.
 OA0437
 OA0437                          STATION RECOVERY (1988)
 OA0437
 OA0437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 OA0437'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  12.3 KM
 OA0437'(7.65 MI) EASTERLY ALONG STATE HIGHWAY 42 FROM THE JUNCTION OF U.S.
 OA0437'HIGHWAY 101 IN BANDON, 0.6 KM (0.35 MI) NORTHEAST OF THE INTERSECTION
 OA0437'OF A PAVED ROAD, 46.0 M (150.9 FT) SOUTH OF THE NORTH END OF A
 OA0437'HIGHWAY PULLOUT, 21.0 M (68.9 FT) NORTH OF THE SOUTH END OF THE
 OA0437'PULLOUT, AND 8.5 M (27.9 FT) WEST OF THE CENTERLINE OF THE HIGHWAY.
 OA0437'NOTE--THE MONUMENT HAS BEEN HIT AND IS LEANING SLIGHTLY TO THE SOUTH,
 OA0437'BUT IS SOLID IN PLACE.
 OA0437'THE MARK IS 0.4 METERS  E FROM  A WITNESS POST
 OA0437'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 OA0437
 OA0437                          STATION RECOVERY (2002)
 OA0437
 OA0437'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 OA0437'THERE WAS A YELLOW PAINTED CIRCLE AT POSITION CORRESPONDING TO
 OA0437'DESCRIPTION 1988. HIGHWAY PULLOUT HAS BEE WIDENED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0505 ***********************************************************************
 OA0505  DESIGNATION -  G 468 RESET
 OA0505  PID         -  OA0505
 OA0505  STATE/COUNTY-  OR/COOS
 OA0505  USGS QUAD   -  NORTH BEND (1971)
 OA0505
 OA0505                         *CURRENT SURVEY CONTROL
 OA0505  ___________________________________________________________________
 OA0505* NAD 83(1986)-  43 24 24.     (N)    124 14 20.     (W)     SCALED    
 OA0505* NAVD 88     -         5.859  (meters)      19.22   (feet)  ADJUSTED  
 OA0505  ___________________________________________________________________
 OA0505  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 OA0505  DYNAMIC HT  -           5.858 (meters)      19.22  (feet)  COMP
 OA0505  MODELED GRAV-     980,476.3   (mgal)                       NAVD 88
 OA0505
 OA0505  VERT ORDER  -  FIRST     CLASS II
 OA0505
 OA0505.The horizontal coordinates were scaled from a topographic map and have
 OA0505.an estimated accuracy of +/- 6 seconds.
 OA0505
 OA0505.The orthometric height was determined by differential leveling
 OA0505.and adjusted in June 1991.
 OA0505
 OA0505.The geoid height was determined by GEOID03.
 OA0505
 OA0505.The dynamic height is computed by dividing the NAVD 88
 OA0505.geopotential number by the normal gravity value computed on the
 OA0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0505.degrees latitude (g = 980.6199 gals.).
 OA0505
 OA0505.The modeled gravity was interpolated from observed gravity values.
 OA0505
 OA0505;                    North         East    Units  Estimated Accuracy
 OA0505;SPC OR S     -   200,040.    1,197,280.      MT  (+/- 180 meters Scaled)
 OA0505
 OA0505                          SUPERSEDED SURVEY CONTROL
 OA0505
 OA0505  NGVD 29 (??/??/92)    4.76   (m)           15.6    (f) COMPUTED    1 2
 OA0505
 OA0505.Superseded values are not recommended for survey control.
 OA0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0505.See file dsdata.txt to determine how the superseded data were derived.
 OA0505
 OA0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCP996067(NAD 83)
 OA0505_MARKER: DB = BENCH MARK DISK
 OA0505_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 OA0505_SP_SET: CURB
 OA0505_STAMPING: G 468 RESET 1964
 OA0505_MARK LOGO: CGS   
 OA0505_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OA0505_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OA0505+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2006
 OA0505
 OA0505  HISTORY     - Date     Condition        Report By
 OA0505  HISTORY     - 1964     MONUMENTED       CGS
 OA0505  HISTORY     - 1977     GOOD             NGS
 OA0505  HISTORY     - 1987     GOOD             NGS
 OA0505  HISTORY     - 1988     GOOD             USPSQD
 OA0505  HISTORY     - 1988     GOOD             USPSQD
 OA0505  HISTORY     - 19940624 GOOD             USPSQD
 OA0505  HISTORY     - 20000204 GOOD             USPSQD
 OA0505  HISTORY     - 20011102 GOOD             USPSQD
 OA0505  HISTORY     - 20050408 GOOD             USPSQD
 OA0505  HISTORY     - 20061006 GOOD             USPSQD
 OA0505
 OA0505                          STATION DESCRIPTION
 OA0505
 OA0505'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 OA0505'IN NORTH BEND.
 OA0505'AT NORTH BEND, COOS COUNTY, AT THE NORTHEAST CORNER OF THE
 OA0505'INTERSECTION OF VIRGINIA AVENUE AND BROADWAY, AND IN THE TOP OF THE
 OA0505'VIRGINIA AVENUE CURB.  A STANDARD DISK, STAMPED G 468 RESET 1964.
 OA0505
 OA0505                          STATION RECOVERY (1977)
 OA0505
 OA0505'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 OA0505'RECOVERED IN GOOD CONDITION.
 OA0505
 OA0505                          STATION RECOVERY (1987)
 OA0505
 OA0505'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 OA0505'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN NORTH
 OA0505'BEND, AT THE INTERSECTION OF VIRGINIA AND BROADWAY AVENUES, IN THE
 OA0505'NORTH CURB OF VIRGINIA AVENUE, 10.2 M (33.5 FT) EAST OF THE CENTER OF
 OA0505'BROADWAY AVENUE, 3.7 M (12.1 FT) NORTH OF THE CENTERLINE OF THE
 OA0505'WESTBOUND LANES OF VIRGINIA AVENUE, AND 1.1 M (3.6 FT) WEST OF A
 OA0505'UTILITY POLE.
 OA0505'THE MARK IS ABOVE LEVEL WITH THE SIDEWALK.
 OA0505
 OA0505                          STATION RECOVERY (1988)
 OA0505
 OA0505'RECOVERY NOTE BY US POWER SQUADRON 1988 (AES)
 OA0505'RECOVERED IN GOOD CONDITION.
 OA0505
 OA0505                          STATION RECOVERY (1988)
 OA0505
 OA0505'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 OA0505'RECOVERED IN GOOD CONDITION.
 OA0505
 OA0505                          STATION RECOVERY (1994)
 OA0505
 OA0505'RECOVERY NOTE BY US POWER SQUADRON 1994
 OA0505'RECOVERED IN GOOD CONDITION.
 OA0505
 OA0505                          STATION RECOVERY (2000)
 OA0505
 OA0505'RECOVERY NOTE BY US POWER SQUADRON 2000
 OA0505'RECOVERED IN GOOD CONDITION.
 OA0505
 OA0505                          STATION RECOVERY (2001)
 OA0505
 OA0505'RECOVERY NOTE BY US POWER SQUADRON 2001 (AES)
 OA0505'RECOVERED IN GOOD CONDITION.
 OA0505
 OA0505                          STATION RECOVERY (2005)
 OA0505
 OA0505'RECOVERY NOTE BY US POWER SQUADRON 2005 (SAO)
 OA0505'RECOVERED IN GOOD CONDITION.
 OA0505
 OA0505                          STATION RECOVERY (2006)
 OA0505
 OA0505'RECOVERY NOTE BY US POWER SQUADRON 2006 (SO)
 OA0505'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1291 ***********************************************************************
 QE1291  DESIGNATION -  G 469
 QE1291  PID         -  QE1291
 QE1291  STATE/COUNTY-  OR/LINCOLN
 QE1291  USGS QUAD   -  YACHATS (1984)
 QE1291
 QE1291                         *CURRENT SURVEY CONTROL
 QE1291  ___________________________________________________________________
 QE1291* NAD 83(1986)-  44 20 55.     (N)    124 05 42.     (W)     SCALED    
 QE1291* NAVD 88     -         5.909  (meters)      19.39   (feet)  ADJUSTED  
 QE1291  ___________________________________________________________________
 QE1291  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 QE1291  DYNAMIC HT  -           5.908 (meters)      19.38  (feet)  COMP
 QE1291  MODELED GRAV-     980,587.0   (mgal)                       NAVD 88
 QE1291
 QE1291  VERT ORDER  -  FIRST     CLASS II
 QE1291
 QE1291.The horizontal coordinates were scaled from a topographic map and have
 QE1291.an estimated accuracy of +/- 6 seconds.
 QE1291
 QE1291.The orthometric height was determined by differential leveling
 QE1291.and adjusted in June 1991.
 QE1291
 QE1291.The geoid height was determined by GEOID03.
 QE1291
 QE1291.The dynamic height is computed by dividing the NAVD 88
 QE1291.geopotential number by the normal gravity value computed on the
 QE1291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1291.degrees latitude (g = 980.6199 gals.).
 QE1291
 QE1291.The modeled gravity was interpolated from observed gravity values.
 QE1291
 QE1291;                    North         East    Units  Estimated Accuracy
 QE1291;SPC OR N     -    82,160.    2,213,450.      MT  (+/- 180 meters Scaled)
 QE1291
 QE1291                          SUPERSEDED SURVEY CONTROL
 QE1291
 QE1291  NGVD 29 (??/??/92)    4.880  (m)           16.01   (f) ADJ UNCH    1 2
 QE1291
 QE1291.Superseded values are not recommended for survey control.
 QE1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1291.See file dsdata.txt to determine how the superseded data were derived.
 QE1291
 QE1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ127111(NAD 83)
 QE1291_MARKER: DB = BENCH MARK DISK
 QE1291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE1291_SP_SET: CONCRETE POST
 QE1291_STAMPING: G 469 1941
 QE1291_MARK LOGO: CGS   
 QE1291_PROJECTION: FLUSH
 QE1291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE1291+STABILITY: SURFACE MOTION
 QE1291
 QE1291  HISTORY     - Date     Condition        Report By
 QE1291  HISTORY     - 1941     MONUMENTED       CGS
 QE1291  HISTORY     - 1967     GOOD             NGS
 QE1291  HISTORY     - 1988     GOOD             NGS
 QE1291
 QE1291                          STATION DESCRIPTION
 QE1291
 QE1291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 QE1291'2.7 MI N FROM YACHATS.
 QE1291'2.7 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE YACHATS POST OFFICE,
 QE1291'43 FEET SOUTH OF THE CENTER OF THE DRIVEWAY TO THE WAYSIDE LODGE 42
 QE1291'FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY 101, 20 FEET SOUTHWEST OF
 QE1291'A TELEPHONE POLE, 3 FEET WEST OF A BOARD FENCE AND 0.5 FOOT NORTH OF A
 QE1291'METAL WITNESS POST SET IN AN 8-INCH SQUARE CONCRETE MONUMENT THAT
 QE1291'PROJECTS 8 INCHES.
 QE1291
 QE1291                          STATION RECOVERY (1988)
 QE1291
 QE1291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QE1291'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  DELETE--AT
 QE1291'A 4 BY 4-INCH WHITE WITNESS POST.  ADD--7.5 M (24.6 FT) SOUTH OF A
 QE1291'FIRE HYDRANT
 QE1291'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 QE1291'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1191 ***********************************************************************
 RD1191  DESIGNATION -  G 47
 RD1191  PID         -  RD1191
 RD1191  STATE/COUNTY-  OR/TILLAMOOK
 RD1191  USGS QUAD   -  SOAPSTONE LAKE (1985)
 RD1191
 RD1191                         *CURRENT SURVEY CONTROL
 RD1191  ___________________________________________________________________
 RD1191* NAD 83(1986)-  45 46 20.     (N)    123 49 53.     (W)     SCALED    
 RD1191* NAVD 88     -        12.073  (meters)      39.61   (feet)  ADJUSTED  
 RD1191  ___________________________________________________________________
 RD1191  GEOID HEIGHT-         -22.14  (meters)                     GEOID03
 RD1191  DYNAMIC HT  -          12.074 (meters)      39.61  (feet)  COMP
 RD1191  MODELED GRAV-     980,713.8   (mgal)                       NAVD 88
 RD1191
 RD1191  VERT ORDER  -  FIRST     CLASS II
 RD1191
 RD1191.The horizontal coordinates were scaled from a topographic map and have
 RD1191.an estimated accuracy of +/- 6 seconds.
 RD1191
 RD1191.The orthometric height was determined by differential leveling
 RD1191.and adjusted in June 1991.
 RD1191.WARNING-Repeat measurements at this control monument indicate possible
 RD1191.vertical movement.
 RD1191
 RD1191.The geoid height was determined by GEOID03.
 RD1191
 RD1191.The dynamic height is computed by dividing the NAVD 88
 RD1191.geopotential number by the normal gravity value computed on the
 RD1191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1191.degrees latitude (g = 980.6199 gals.).
 RD1191
 RD1191.The modeled gravity was interpolated from observed gravity values.
 RD1191
 RD1191;                    North         East    Units  Estimated Accuracy
 RD1191;SPC OR N     -   239,320.    2,240,970.      MT  (+/- 180 meters Scaled)
 RD1191
 RD1191                          SUPERSEDED SURVEY CONTROL
 RD1191
 RD1191  NGVD 29 (??/??/92)   11.001  (m)           36.09   (f) ADJ UNCH    1 2
 RD1191
 RD1191.Superseded values are not recommended for survey control.
 RD1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1191.See file dsdata.txt to determine how the superseded data were derived.
 RD1191
 RD1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR353690(NAD 83)
 RD1191_MARKER: DD = SURVEY DISK
 RD1191_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RD1191_SP_SET: HEADWALL
 RD1191_STAMPING: G 47 1930
 RD1191_MARK LOGO: ORHD  
 RD1191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD1191+STABILITY: SURFACE MOTION
 RD1191
 RD1191  HISTORY     - Date     Condition        Report By
 RD1191  HISTORY     - 1930     MONUMENTED       ORHD
 RD1191  HISTORY     - 1966     GOOD             NGS
 RD1191  HISTORY     - 1987     GOOD             NGS
 RD1191
 RD1191                          STATION DESCRIPTION
 RD1191
 RD1191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 RD1191'5.5 MI N FROM MOHLER.
 RD1191'5.5 MILES NORTH ALONG STATE HIGHWAY 53 FROM THE MOHLER CHEESE FACTORY,
 RD1191'0.5 MILE NORTH OF A ROAD WEST TO NEHALEM, 0.4 MILE SOUTH OF MILE POST
 RD1191'NO. 12, IN THE TOP OF THE HEAD WALL OF THE FIRST CONCRETE CULVERT
 RD1191'SOUTH OF A SMALL SUMMIT IN THE HIGHWAY, 35 FEET SOUTH OF THE SIGN,
 RD1191'NEHALEM JCT. 1/2 MILE, 25 FEET WEST OF THE CENTER OF THE HIGHWAY, 1
 RD1191'FOOT SOUTH OF THE NORTH END OF THE HEAD WALL, 0.5 FOOT WEST OF A METAL
 RD1191'WITNESS POST AND 8 FEET BELOW THE LEVEL OF THE HIGHWAY.
 RD1191
 RD1191                          STATION RECOVERY (1987)
 RD1191
 RD1191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD1191'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  2.3 KM (1.45
 RD1191'MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM CITY HALL IN NEHALEM,
 RD1191'THENCE 10.8 KM (6.70 MI) NORTHEASTERLY ALONG STATE HIGHWAY 53, NEAR
 RD1191'THE NORTHEAST END OF THE NORTHWEST HEADWALL OF A 6 BY 16 FOOT CULVERT
 RD1191'SPANNING LITTLE RACKHEAP CREEK, 12.0 M (39.4 FT) NORTHWEST OF THE
 RD1191'CENTERLINE OF THE HIGHWAY, AND 0.3 M (1.0 FT) SOUTHWEST OF THE
 RD1191'NORTHEAST END OF THE HEADWALL.
 RD1191'THE MARK IS 3.1 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1578 ***********************************************************************
 RC1578  DESIGNATION -  G 470
 RC1578  PID         -  RC1578
 RC1578  STATE/COUNTY-  OR/HOOD RIVER
 RC1578  USGS QUAD   -  HOOD RIVER (1994)
 RC1578
 RC1578                         *CURRENT SURVEY CONTROL
 RC1578  ___________________________________________________________________
 RC1578* NAD 83(1986)-  45 42 44.     (N)    121 33 13.     (W)     SCALED    
 RC1578* NAVD 88     -        31.096  (meters)     102.02   (feet)  ADJUSTED  
 RC1578  ___________________________________________________________________
 RC1578  GEOID HEIGHT-         -21.52  (meters)                     GEOID03
 RC1578  DYNAMIC HT  -          31.096 (meters)     102.02  (feet)  COMP
 RC1578  MODELED GRAV-     980,597.2   (mgal)                       NAVD 88
 RC1578
 RC1578  VERT ORDER  -  FIRST     CLASS II
 RC1578
 RC1578.The horizontal coordinates were scaled from a topographic map and have
 RC1578.an estimated accuracy of +/- 6 seconds.
 RC1578
 RC1578.The orthometric height was determined by differential leveling
 RC1578.and adjusted in June 1991.
 RC1578
 RC1578.The geoid height was determined by GEOID03.
 RC1578
 RC1578.The dynamic height is computed by dividing the NAVD 88
 RC1578.geopotential number by the normal gravity value computed on the
 RC1578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1578.degrees latitude (g = 980.6199 gals.).
 RC1578
 RC1578.The modeled gravity was interpolated from observed gravity values.
 RC1578
 RC1578;                    North         East    Units  Estimated Accuracy
 RC1578;SPC OR N     -   227,850.    2,417,970.      MT  (+/- 180 meters Scaled)
 RC1578
 RC1578                          SUPERSEDED SURVEY CONTROL
 RC1578
 RC1578  NGVD 29 (??/??/92)   30.074  (m)           98.67   (f) ADJ UNCH    1 2
 RC1578
 RC1578.Superseded values are not recommended for survey control.
 RC1578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1578.See file dsdata.txt to determine how the superseded data were derived.
 RC1578
 RC1578_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR125630(NAD 83)
 RC1578_MARKER: DB = BENCH MARK DISK
 RC1578_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RC1578_SP_SET: BRIDGE
 RC1578_STAMPING: G 470 1941
 RC1578_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RC1578
 RC1578  HISTORY     - Date     Condition        Report By
 RC1578  HISTORY     - 1941     MONUMENTED       CGS
 RC1578
 RC1578                          STATION DESCRIPTION
 RC1578
 RC1578'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 RC1578'2.17 MI W FROM HOOD RIVER.
 RC1578'ABOUT 2.17 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM HOOD
 RC1578'RIVER, AT RAILROAD MILAGE ABOUT 61.03.  BELOW COLUMBIA GORGE HOTEL,
 RC1578'NORTHEAST CORNER OF RAILROAD BRIDGE 61.03 OVER PHELPS CREEK, IN TOP OF
 RC1578'THE RETAINING WALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1034 ***********************************************************************
 RD1034  DESIGNATION -  G 471 RESET
 RD1034  PID         -  RD1034
 RD1034  STATE/COUNTY-  OR/TILLAMOOK
 RD1034  USGS QUAD   -  BEAVER (1985)
 RD1034
 RD1034                         *CURRENT SURVEY CONTROL
 RD1034  ___________________________________________________________________
 RD1034* NAD 83(1986)-  45 20 27.     (N)    123 49 31.     (W)     SCALED    
 RD1034* NAVD 88     -        51.524  (meters)     169.04   (feet)  ADJUSTED  
 RD1034  ___________________________________________________________________
 RD1034  GEOID HEIGHT-         -22.13  (meters)                     GEOID03
 RD1034  DYNAMIC HT  -          51.527 (meters)     169.05  (feet)  COMP
 RD1034  MODELED GRAV-     980,666.0   (mgal)                       NAVD 88
 RD1034
 RD1034  VERT ORDER  -  FIRST     CLASS II
 RD1034
 RD1034.The horizontal coordinates were scaled from a topographic map and have
 RD1034.an estimated accuracy of +/- 6 seconds.
 RD1034
 RD1034.The orthometric height was determined by differential leveling
 RD1034.and adjusted in June 1991.
 RD1034
 RD1034.The geoid height was determined by GEOID03.
 RD1034
 RD1034.The dynamic height is computed by dividing the NAVD 88
 RD1034.geopotential number by the normal gravity value computed on the
 RD1034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1034.degrees latitude (g = 980.6199 gals.).
 RD1034
 RD1034.The modeled gravity was interpolated from observed gravity values.
 RD1034
 RD1034;                    North         East    Units  Estimated Accuracy
 RD1034;SPC OR N     -   191,400.    2,239,470.      MT  (+/- 180 meters Scaled)
 RD1034
 RD1034                          SUPERSEDED SURVEY CONTROL
 RD1034
 RD1034.No superseded survey control is available for this station.
 RD1034
 RD1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR353211(NAD 83)
 RD1034_MARKER: DB = BENCH MARK DISK
 RD1034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD1034_SP_SET: CONCRETE POST
 RD1034_STAMPING: G 471 RESET 1973
 RD1034_MARK LOGO: NGS   
 RD1034_PROJECTION: PROJECTING 2 CENTIMETERS
 RD1034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD1034+STABILITY: SURFACE MOTION
 RD1034
 RD1034  HISTORY     - Date     Condition        Report By
 RD1034  HISTORY     - 1973     MONUMENTED       NGS
 RD1034  HISTORY     - 1987     GOOD             NGS
 RD1034  HISTORY     - 1990     GOOD             USPSQD
 RD1034
 RD1034                          STATION DESCRIPTION
 RD1034
 RD1034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 RD1034'5 MI N FROM BEAVER.
 RD1034'REACHED FROM THE BEAVER POST OFFICE GO NORTH ON U.S. HIGHWAY 101 FOR
 RD1034'5.4 MILES TO THE BENCH MARK ON THE LEFT, 300 FEET WEST-SOUTHWEST OF
 RD1034'MILEPOST NO. 75, 160 FEET WEST-SOUTHWEST OF J. W. EVERETTS MAILBOX,
 RD1034'100 FEET NORTH OF THE CENTER LINE OF THE PROPOSED ALIGNMENT FOR THE
 RD1034'NEW HIGHWAY, 20 FEET EAST OF A POWER POLE, 14 FEET WEST OF THE CENTER
 RD1034'OF THE DRIVEWAY TO A DWELLING, 1 FOOT EAST OF A METAL WITNESS POST,
 RD1034'AND 4 FEET LOWER THAN THE NEW ALIGNMENT, SET IN A 10-INCH SQUARE
 RD1034'CONCRETE MONUMENT THAT PROJECTS 4-INCHES.  NOTE-- 9.4 MILES SOUTH
 RD1034'ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF U.S. HIGHWAY 101, AND
 RD1034'STATE HIGHWAY 6 AT TILLAMOOK.
 RD1034
 RD1034                          STATION RECOVERY (1987)
 RD1034
 RD1034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD1034'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  15.4 KM
 RD1034'(9.55 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM ITS JUNCTION WITH
 RD1034'STATE HIGHWAY 6 IN TILLAMOOK, 30.0 M (98.4 FT) NORTH OF THE
 RD1034'CENTERLINE OF THE HIGHWAY, 6.5 M (21.3 FT) EAST OF UTILITY POLE
 RD1034'NUMBER 067500 Y171, 0.4 M (1.3 FT) WEST OF A HIGHWAY RIGHT-OF-WAY
 RD1034'POST AND SIGN, AND 0.3 M (1.0 FT) SOUTH OF A FENCE.
 RD1034'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 RD1034'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 RD1034
 RD1034                          STATION RECOVERY (1990)
 RD1034
 RD1034'RECOVERY NOTE BY US POWER SQUADRON 1990 (KRN)
 RD1034'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC0472 ***********************************************************************
 SC0472  DESIGNATION -  G 472
 SC0472  PID         -  SC0472
 SC0472  STATE/COUNTY-  OR/CLATSOP
 SC0472  USGS QUAD   -  ASTORIA (1984)
 SC0472
 SC0472                         *CURRENT SURVEY CONTROL
 SC0472  ___________________________________________________________________
 SC0472* NAD 83(1986)-  46 12 15.     (N)    123 45 53.     (W)     SCALED    
 SC0472* NAVD 88     -         5.721  (meters)      18.77   (feet)  ADJUSTED  
 SC0472  ___________________________________________________________________
 SC0472  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 SC0472  DYNAMIC HT  -           5.721 (meters)      18.77  (feet)  COMP
 SC0472  MODELED GRAV-     980,712.9   (mgal)                       NAVD 88
 SC0472
 SC0472  VERT ORDER  -  FIRST     CLASS II
 SC0472
 SC0472.The horizontal coordinates were scaled from a topographic map and have
 SC0472.an estimated accuracy of +/- 6 seconds.
 SC0472
 SC0472.The orthometric height was determined by differential leveling
 SC0472.and adjusted in June 1991.
 SC0472.WARNING-Repeat measurements at this control monument indicate possible
 SC0472.vertical movement.
 SC0472
 SC0472.The geoid height was determined by GEOID03.
 SC0472
 SC0472.The dynamic height is computed by dividing the NAVD 88
 SC0472.geopotential number by the normal gravity value computed on the
 SC0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0472.degrees latitude (g = 980.6199 gals.).
 SC0472
 SC0472.The modeled gravity was interpolated from observed gravity values.
 SC0472
 SC0472;                    North         East    Units  Estimated Accuracy
 SC0472;SPC OR N     -   287,080.    2,248,090.      MT  (+/- 180 meters Scaled)
 SC0472
 SC0472                          SUPERSEDED SURVEY CONTROL
 SC0472
 SC0472  NGVD 29 (??/??/92)    4.749  (m)           15.58   (f) ADJ UNCH    1 2
 SC0472
 SC0472.Superseded values are not recommended for survey control.
 SC0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0472.See file dsdata.txt to determine how the superseded data were derived.
 SC0472
 SC0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS410170(NAD 83)
 SC0472_MARKER: DB = BENCH MARK DISK
 SC0472_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 SC0472+WITH SETTING: PAVEMENT
 SC0472_SP_SET: FLAGPOLE FOUNDATION
 SC0472_STAMPING: G 472 1941
 SC0472_MARK LOGO: CGS   
 SC0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0472+STABILITY: SURFACE MOTION
 SC0472
 SC0472  HISTORY     - Date     Condition        Report By
 SC0472  HISTORY     - 1941     MONUMENTED       CGS
 SC0472  HISTORY     - 1951     GOOD             NGS
 SC0472  HISTORY     - 1987     GOOD             NGS
 SC0472  HISTORY     - 20070906 MARK NOT FOUND   NGS
 SC0472
 SC0472                          STATION DESCRIPTION
 SC0472
 SC0472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 SC0472'4 MI E FROM ASTORIA.
 SC0472'MARK IS AT TONGUE POINT NAVAL STATION ON E SIDE OF TONGUE POINT.  IT
 SC0472'IS SET IN TOP OF CONCRETE BASE OF FLAGPOLE JUST E OF AND ACROSS STREET
 SC0472'FROM ADMINISTRATION BLDG.  IT IS IN FRONT OF OPEN AIR BAND STAND, AND
 SC0472'ON THE SIDE OF THE FLAGPOLE BASE AS THE BAND STAND.
 SC0472
 SC0472                          STATION RECOVERY (1987)
 SC0472
 SC0472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SC0472'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  4.7 KM
 SC0472'(2.90 MI) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF 16TH
 SC0472'STREET IN ASTORIA, THENCE 1.5 KM (0.95 MI) NORTHERLY ALONG TONGUE
 SC0472'POINT ROAD, THENCE 0.1 KM (0.05 MI) EAST ALONG PIER STREET, IN THE
 SC0472'EAST EDGE OF THE FLAGPOLE FOUNDATION, AT THE RCA SERVICE COMPANY JOB
 SC0472'CORP TRAINING CENTER, 37.0 M (121.4 FT) SOUTH OF THE CENTERLINE OF
 SC0472'THE STREET, 7.5 M (24.6 FT) EAST OF THE CENTER OF COLUMBIA STREET,
 SC0472'AND 0.4 M (1.3 FT) EAST OF THE FLAGPOLE.
 SC0472'THE MARK IS 0.3 M ABOVE THE STREETS.
 SC0472
 SC0472                          STATION RECOVERY (2007)
 SC0472
 SC0472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2007 (DW)
 SC0472'NEW FLAGPOLE AND PLAZA AT LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0018 ***********************************************************************
 QE0018  DESIGNATION -  G 473
 QE0018  PID         -  QE0018
 QE0018  STATE/COUNTY-  OR/MARION
 QE0018  USGS QUAD   -  LAWHEAD CREEK (1994)
 QE0018
 QE0018                         *CURRENT SURVEY CONTROL
 QE0018  ___________________________________________________________________
 QE0018* NAD 83(1986)-  44 43 20.     (N)    122 15 11.     (W)     SCALED    
 QE0018* NAVD 88     -       377.564  (meters)    1238.72   (feet)  ADJUSTED  
 QE0018  ___________________________________________________________________
 QE0018  GEOID HEIGHT-         -22.01  (meters)                     GEOID03
 QE0018  DYNAMIC HT  -         377.479 (meters)    1238.45  (feet)  COMP
 QE0018  MODELED GRAV-     980,382.5   (mgal)                       NAVD 88
 QE0018
 QE0018  VERT ORDER  -  FIRST     CLASS II
 QE0018
 QE0018.The horizontal coordinates were scaled from a topographic map and have
 QE0018.an estimated accuracy of +/- 6 seconds.
 QE0018
 QE0018.The orthometric height was determined by differential leveling
 QE0018.and adjusted in June 1991.
 QE0018
 QE0018.The geoid height was determined by GEOID03.
 QE0018
 QE0018.The dynamic height is computed by dividing the NAVD 88
 QE0018.geopotential number by the normal gravity value computed on the
 QE0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0018.degrees latitude (g = 980.6199 gals.).
 QE0018
 QE0018.The modeled gravity was interpolated from observed gravity values.
 QE0018
 QE0018;                    North         East    Units  Estimated Accuracy
 QE0018;SPC OR N     -   118,800.    2,361,130.      MT  (+/- 180 meters Scaled)
 QE0018
 QE0018                          SUPERSEDED SURVEY CONTROL
 QE0018
 QE0018  NGVD 29 (??/??/92)  376.469  (m)         1235.13   (f) ADJ UNCH    1 2
 QE0018
 QE0018.Superseded values are not recommended for survey control.
 QE0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0018.See file dsdata.txt to determine how the superseded data were derived.
 QE0018
 QE0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ591523(NAD 83)
 QE0018_MARKER: DB = BENCH MARK DISK
 QE0018_SETTING: 80 = SET IN A BOULDER
 QE0018_SP_SET: BOULDER
 QE0018_STAMPING: G 473 1941
 QE0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0018+STABILITY: SURFACE MOTION
 QE0018
 QE0018  HISTORY     - Date     Condition        Report By
 QE0018  HISTORY     - 1941     MONUMENTED       CGS
 QE0018  HISTORY     - 1955     MARK NOT FOUND   NGS
 QE0018
 QE0018                          STATION DESCRIPTION
 QE0018
 QE0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 QE0018'0.80 MI W FROM GRANITE MOUNTAIN.
 QE0018'ABOUT .80 MILE NORTHWEST OF GRANITE MOUNTAIN, ALONG THE SOUTHERN
 QE0018'PACIFIC COMPANY RAILROAD, BELOW PROPOSED SITE FOR NIAGARA DAM, 180
 QE0018'FEET SOUTHEAST OF RAILWAY TRESTLE 739 B, 126 FEET SOUTHEAST OF WATER
 QE0018'GAGE SHELTER, 9 FEET NORTHEAST OF CENTER OF TRACK, 3 FEET ABOVE TRACK
 QE0018'LEVEL IN A PROTRUDING BOULDER.  A STANDARD DISK SET.  WITNESS POST SET
 QE0018'BY MARK.
 QE0018
 QE0018                          STATION RECOVERY (1955)
 QE0018
 QE0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 QE0018'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0010 ***********************************************************************
 QE0010  DESIGNATION -  G 475
 QE0010  PID         -  QE0010
 QE0010  STATE/COUNTY-  OR/MARION
 QE0010  USGS QUAD   -  MILL CITY NORTH (1985)
 QE0010
 QE0010                         *CURRENT SURVEY CONTROL
 QE0010  ___________________________________________________________________
 QE0010* NAD 83(1986)-  44 45 13.     (N)    122 22 36.     (W)     SCALED    
 QE0010* NAVD 88     -       305.288  (meters)    1001.60   (feet)  ADJUSTED  
 QE0010  ___________________________________________________________________
 QE0010  GEOID HEIGHT-         -22.30  (meters)                     GEOID03
 QE0010  DYNAMIC HT  -         305.242 (meters)    1001.45  (feet)  COMP
 QE0010  MODELED GRAV-     980,456.2   (mgal)                       NAVD 88
 QE0010
 QE0010  VERT ORDER  -  FIRST     CLASS II
 QE0010
 QE0010.The horizontal coordinates were scaled from a topographic map and have
 QE0010.an estimated accuracy of +/- 6 seconds.
 QE0010
 QE0010.The orthometric height was determined by differential leveling
 QE0010.and adjusted in June 1991.
 QE0010
 QE0010.The geoid height was determined by GEOID03.
 QE0010
 QE0010.The dynamic height is computed by dividing the NAVD 88
 QE0010.geopotential number by the normal gravity value computed on the
 QE0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0010.degrees latitude (g = 980.6199 gals.).
 QE0010
 QE0010.The modeled gravity was interpolated from observed gravity values.
 QE0010
 QE0010;                    North         East    Units  Estimated Accuracy
 QE0010;SPC OR N     -   122,510.    2,351,420.      MT  (+/- 180 meters Scaled)
 QE0010
 QE0010                          SUPERSEDED SURVEY CONTROL
 QE0010
 QE0010  NGVD 29 (??/??/92)  304.227  (m)          998.12   (f) ADJ UNCH    1 2
 QE0010
 QE0010.Superseded values are not recommended for survey control.
 QE0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0010.See file dsdata.txt to determine how the superseded data were derived.
 QE0010
 QE0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ493557(NAD 83)
 QE0010_MARKER: DB = BENCH MARK DISK
 QE0010_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QE0010_SP_SET: CULVERT
 QE0010_STAMPING: G 475 1941
 QE0010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0010
 QE0010  HISTORY     - Date     Condition        Report By
 QE0010  HISTORY     - 1941     MONUMENTED       CGS
 QE0010  HISTORY     - 1955     GOOD             USGS
 QE0010
 QE0010                          STATION DESCRIPTION
 QE0010
 QE0010'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 QE0010'2.2 MI E FROM GATES.
 QE0010'ABOUT 2.2 MILES EAST ALONG THE ABANDONED SOUTHERN PACIFIC CO. RAILROAD
 QE0010'FROM GATES, MARION COUNTY, AT A CULVERT OVER A SMALL CREEK, IN TOP OF
 QE0010'THE NORTHWEST HEADWALL, 40 FT. SOUTHEAST OF THE OLD HIGHWAY (OREGON
 QE0010'222), 18 FEET NORTHWEST OF ABANDONED RAILROAD, ABOUT 4 FEET LOWER THAN
 QE0010'ABANDONED RAILROAD GRADE AND ABOUT 3 FEET LOWEE THAN OLD HIGHWAY. A
 QE0010'STANDARD DISK, STAMPED G 475 1941.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0437 ***********************************************************************
 PC0437  DESIGNATION -  G 476
 PC0437  PID         -  PC0437
 PC0437  STATE/COUNTY-  OR/DOUGLAS
 PC0437  USGS QUAD   -  GLIDE (1987)
 PC0437
 PC0437                         *CURRENT SURVEY CONTROL
 PC0437  ___________________________________________________________________
 PC0437* NAD 83(1986)-  43 18 26.     (N)    123 05 25.     (W)     SCALED    
 PC0437* NAVD 88     -       217.908  (meters)     714.92   (feet)  ADJUSTED  
 PC0437  ___________________________________________________________________
 PC0437  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 PC0437  DYNAMIC HT  -         217.855 (meters)     714.75  (feet)  COMP
 PC0437  MODELED GRAV-     980,371.9   (mgal)                       NAVD 88
 PC0437
 PC0437  VERT ORDER  -  FIRST     CLASS II
 PC0437
 PC0437.The horizontal coordinates were scaled from a topographic map and have
 PC0437.an estimated accuracy of +/- 6 seconds.
 PC0437
 PC0437.The orthometric height was determined by differential leveling
 PC0437.and adjusted in June 1991.
 PC0437
 PC0437.The geoid height was determined by GEOID03.
 PC0437
 PC0437.The dynamic height is computed by dividing the NAVD 88
 PC0437.geopotential number by the normal gravity value computed on the
 PC0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0437.degrees latitude (g = 980.6199 gals.).
 PC0437
 PC0437.The modeled gravity was interpolated from observed gravity values.
 PC0437
 PC0437;                    North         East    Units  Estimated Accuracy
 PC0437;SPC OR S     -   185,490.    1,289,900.      MT  (+/- 180 meters Scaled)
 PC0437
 PC0437                          SUPERSEDED SURVEY CONTROL
 PC0437
 PC0437  NGVD 29 (??/??/92)  216.817  (m)          711.34   (f) ADJ UNCH    1 2
 PC0437
 PC0437.Superseded values are not recommended for survey control.
 PC0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0437.See file dsdata.txt to determine how the superseded data were derived.
 PC0437
 PC0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN926949(NAD 83)
 PC0437_MARKER: DB = BENCH MARK DISK
 PC0437_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PC0437_SP_SET: TANK FOOTING
 PC0437_STAMPING: G 476 1941
 PC0437_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PC0437
 PC0437  HISTORY     - Date     Condition        Report By
 PC0437  HISTORY     - 1941     MONUMENTED       CGS
 PC0437
 PC0437                          STATION DESCRIPTION
 PC0437
 PC0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 PC0437'0.86 MI E FROM GLIDE.
 PC0437'ABOUT 0.86 MILE EAST OF GLIDE STORE, ALONG THE NORTH UMPQUA HIGHWAY,
 PC0437'21 FEET SOUTH OF CENTER OF HIGHWAY, IN THE NORTHEAST CORNER OF WATER
 PC0437'TANK FOOTING IN THE FRANK SERAFIN FARMYARD.  A STANDARD DISK SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0160 ***********************************************************************
 PC0160  DESIGNATION -  G 477
 PC0160  PID         -  PC0160
 PC0160  STATE/COUNTY-  OR/DOUGLAS
 PC0160  USGS QUAD   -  ILLAHEE ROCK (1997)
 PC0160
 PC0160                         *CURRENT SURVEY CONTROL
 PC0160  ___________________________________________________________________
 PC0160* NAD 83(1986)-  43 17 19.     (N)    122 36 03.     (W)     SCALED    
 PC0160* NAVD 88     -       444.167  (meters)    1457.24   (feet)  ADJUSTED  
 PC0160  ___________________________________________________________________
 PC0160  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 PC0160  DYNAMIC HT  -         444.007 (meters)    1456.71  (feet)  COMP
 PC0160  MODELED GRAV-     980,248.2   (mgal)                       NAVD 88
 PC0160
 PC0160  VERT ORDER  -  FIRST     CLASS II
 PC0160
 PC0160.The horizontal coordinates were scaled from a topographic map and have
 PC0160.an estimated accuracy of +/- 6 seconds.
 PC0160
 PC0160.The orthometric height was determined by differential leveling
 PC0160.and adjusted in June 1991.
 PC0160
 PC0160.The geoid height was determined by GEOID03.
 PC0160
 PC0160.The dynamic height is computed by dividing the NAVD 88
 PC0160.geopotential number by the normal gravity value computed on the
 PC0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0160.degrees latitude (g = 980.6199 gals.).
 PC0160
 PC0160.The modeled gravity was interpolated from observed gravity values.
 PC0160
 PC0160;                    North         East    Units  Estimated Accuracy
 PC0160;SPC OR S     -   182,310.    1,329,540.      MT  (+/- 180 meters Scaled)
 PC0160
 PC0160                          SUPERSEDED SURVEY CONTROL
 PC0160
 PC0160  NGVD 29 (??/??/92)  443.026  (m)         1453.49   (f) ADJ UNCH    1 2
 PC0160
 PC0160.Superseded values are not recommended for survey control.
 PC0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0160.See file dsdata.txt to determine how the superseded data were derived.
 PC0160
 PC0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN323929(NAD 83)
 PC0160_MARKER: DB = BENCH MARK DISK
 PC0160_SETTING: 66 = SET IN ROCK OUTCROP
 PC0160_SP_SET: BEDROCK
 PC0160_STAMPING: G 477 - 1941
 PC0160_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PC0160+STABILITY: POSITION/ELEVATION WELL
 PC0160
 PC0160  HISTORY     - Date     Condition        Report By
 PC0160  HISTORY     - 1941     MONUMENTED       CGS
 PC0160  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 PC0160  HISTORY     - 19851101 MARK NOT FOUND   USGS
 PC0160
 PC0160                          STATION DESCRIPTION
 PC0160
 PC0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 PC0160'9.45 MI SE FROM STEAMBOAT.
 PC0160'ABOUT 9.45 MILES SOUTHEAST OF STEAMBOAT BRIDGE, ALONG NORTH UMPQUA
 PC0160'HIGHWAY, 40 FEET SOUTH OF CENTER OF ROAD, 7 FOOT BELOW ROAD LEVEL, 8
 PC0160'FEET FROM THE EDGE OF UMPQUA RIVER ON A SMALL POINT OF ROCK.  A
 PC0160'STANDARD DISK SET IN BED ROCK.  WITNESS POST SET BY MARK.
 PC0160
 PC0160                          STATION RECOVERY (1985)
 PC0160
 PC0160'RECOVERY NOTE BY US POWER SQUADRON 1985 (PSM)
 PC0160'MARK NOT FOUND.
 PC0160
 PC0160                          STATION RECOVERY (1985)
 PC0160
 PC0160'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (PSM)
 PC0160'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0857 ***********************************************************************
 QD0857  DESIGNATION -  G 478
 QD0857  PID         -  QD0857
 QD0857  STATE/COUNTY-  OR/DESCHUTES
 QD0857  USGS QUAD   -  REDMOND (1975)
 QD0857
 QD0857                         *CURRENT SURVEY CONTROL
 QD0857  ___________________________________________________________________
 QD0857* NAD 83(1986)-  44 18 18.     (N)    121 10 23.     (W)     SCALED    
 QD0857* NAVD 88     -       908.472  (meters)    2980.55   (feet)  ADJUSTED  
 QD0857  ___________________________________________________________________
 QD0857  GEOID HEIGHT-         -21.15  (meters)                     GEOID03
 QD0857  DYNAMIC HT  -         908.180 (meters)    2979.59  (feet)  COMP
 QD0857  MODELED GRAV-     980,266.1   (mgal)                       NAVD 88
 QD0857
 QD0857  VERT ORDER  -  FIRST     CLASS II
 QD0857
 QD0857.The horizontal coordinates were scaled from a topographic map and have
 QD0857.an estimated accuracy of +/- 6 seconds.
 QD0857
 QD0857.The orthometric height was determined by differential leveling
 QD0857.and adjusted in June 1991.
 QD0857
 QD0857.The geoid height was determined by GEOID03.
 QD0857
 QD0857.The dynamic height is computed by dividing the NAVD 88
 QD0857.geopotential number by the normal gravity value computed on the
 QD0857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0857.degrees latitude (g = 980.6199 gals.).
 QD0857
 QD0857.The modeled gravity was interpolated from observed gravity values.
 QD0857
 QD0857;                    North         East    Units  Estimated Accuracy
 QD0857;SPC OR S     -   293,310.    1,446,290.      MT  (+/- 180 meters Scaled)
 QD0857
 QD0857                          SUPERSEDED SURVEY CONTROL
 QD0857
 QD0857  NGVD 29 (??/??/92)  907.378  (m)         2976.96   (f) ADJ UNCH    1 2
 QD0857
 QD0857.Superseded values are not recommended for survey control.
 QD0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0857.See file dsdata.txt to determine how the superseded data were derived.
 QD0857
 QD0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ457073(NAD 83)
 QD0857_MARKER: DB = BENCH MARK DISK
 QD0857_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QD0857_SP_SET: SYPHON HEADWALL
 QD0857_STAMPING: G 478 1941
 QD0857_MARK LOGO: CGS   
 QD0857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0857+STABILITY: SURFACE MOTION
 QD0857_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QD0857+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1988
 QD0857
 QD0857  HISTORY     - Date     Condition        Report By
 QD0857  HISTORY     - 1941     MONUMENTED       CGS
 QD0857  HISTORY     - 19880715 GOOD             NGS
 QD0857  HISTORY     - 19900516 SEE DESCRIPTION  NGS
 QD0857
 QD0857                          STATION DESCRIPTION
 QD0857
 QD0857'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 QD0857'2.0 MI N FROM REDMOND.
 QD0857'2.0 MILES NORTH BY HIGHWAY LOCATED 26 FEET WEST CENTERLINE OF HIGHWAY,
 QD0857'132 FEET SOUTH OF ROAD LEADING WEST, 120 FEET NORTH OF MILEPOST 121,
 QD0857'IN TOP OF SYPHON BOX.
 QD0857
 QD0857                          STATION RECOVERY (1988)
 QD0857
 QD0857'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QD0857'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  4.0 KM
 QD0857'(2.50 MI) NORTHERLY ALONG U.S. HIGHWAY 97 FROM THE JUNCTION OF STATE
 QD0857'HIGHWAY 126 IN REDMOND.
 QD0857
 QD0857                          STATION RECOVERY (1990)
 QD0857
 QD0857'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 QD0857'RECOVERED IN GOOD CONDITION.  THE MARK WILL BE DESTROYED BY
 QD0857'CONSTRUCTION IN THE NEAR FUTURE.  A RESET MARK WAS SET ABOUT 22
 QD0857'METERS NORTHWEST.
 QD0857'DESCRIBED BY L.L. RIGGERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1883 ***********************************************************************
 QD1883  DESIGNATION -  G 478 RESET
 QD1883  PID         -  QD1883
 QD1883  STATE/COUNTY-  OR/DESCHUTES
 QD1883  USGS QUAD   -  REDMOND (1975)
 QD1883
 QD1883                         *CURRENT SURVEY CONTROL
 QD1883  ___________________________________________________________________
 QD1883* NAD 83(1986)-  44 18 18.     (N)    121 10 23.     (W)     SCALED    
 QD1883* NAVD 88     -       906.77   (meters)    2975.0    (feet)  RESET     
 QD1883  ___________________________________________________________________
 QD1883  GEOID HEIGHT-         -21.15  (meters)                     GEOID03
 QD1883  VERT ORDER  -  THIRD
 QD1883
 QD1883.The horizontal coordinates were scaled from a topographic map and have
 QD1883.an estimated accuracy of +/- 6 seconds.
 QD1883
 QD1883.The orthometric height was computed from unverified reset data.
 QD1883.No vertical observational check was made to the station.
 QD1883
 QD1883.The geoid height was determined by GEOID03.
 QD1883
 QD1883;                    North         East    Units  Estimated Accuracy
 QD1883;SPC OR S     -   293,310.    1,446,290.      MT  (+/- 180 meters Scaled)
 QD1883
 QD1883                          SUPERSEDED SURVEY CONTROL
 QD1883
 QD1883  NGVD 29 (10/26/06)  905.68   (m)         2971.4    (f) RESET       3  
 QD1883
 QD1883.Superseded values are not recommended for survey control.
 QD1883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1883.See file dsdata.txt to determine how the superseded data were derived.
 QD1883
 QD1883_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ457073(NAD 83)
 QD1883_MARKER: DB = BENCH MARK DISK
 QD1883_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QD1883_SP_SET: CONCRETE SYPHON BOX
 QD1883_STAMPING: G 478 RESET 1990
 QD1883_MARK LOGO: NGS   
 QD1883_MAGNETIC: N = NO MAGNETIC MATERIAL
 QD1883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD1883+STABILITY: SURFACE MOTION
 QD1883
 QD1883  HISTORY     - Date     Condition        Report By
 QD1883  HISTORY     - 1990     MONUMENTED       NGS
 QD1883
 QD1883                          STATION DESCRIPTION
 QD1883
 QD1883'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QD1883'THE MARK IS LOCATED ON THE WEST SIDE OF HIGHWAY 97, 2.2 MILES NORTH OF
 QD1883'REDMOND.  IT IS 0.2 KM (0.1 MI) SOUTH OF MILEPOST 119, 18.5 M
 QD1883'(60.7 FT) WEST OF THE CENTERLINE OF HIGHWAY 97, 2.0 METERSNORTHEAST
 QD1883'OF A FENCE CORNER AND 0.7 METERWSW OF A TELEPHONE JUNCTION BOX 3285.
 QD1883'THE MARK IS SET IN THE SE CORNER OF A CONCRETE SYPHON BOX THAT
 QD1883'PROJECTS 0.5 METERABOVE THE GROUND.  THE SYPHON BOX IS ABOUT 1 METER
 QD1883'SQUARE.
 QD1883'DESCRIBED BY L.L. RIGGERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0209 ***********************************************************************
 QE0209  DESIGNATION -  G 479
 QE0209  PID         -  QE0209
 QE0209  STATE/COUNTY-  OR/LINN
 QE0209  USGS QUAD   -  WATERLOO (1988)
 QE0209
 QE0209                         *CURRENT SURVEY CONTROL
 QE0209  ___________________________________________________________________
 QE0209* NAD 83(1986)-  44 29 01.     (N)    122 49 43.     (W)     SCALED    
 QE0209* NAVD 88     -       136.258  (meters)     447.04   (feet)  ADJUSTED  
 QE0209  ___________________________________________________________________
 QE0209  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 QE0209  DYNAMIC HT  -         136.242 (meters)     446.99  (feet)  COMP
 QE0209  MODELED GRAV-     980,498.9   (mgal)                       NAVD 88
 QE0209
 QE0209  VERT ORDER  -  FIRST     CLASS II
 QE0209
 QE0209.The horizontal coordinates were scaled from a topographic map and have
 QE0209.an estimated accuracy of +/- 6 seconds.
 QE0209
 QE0209.The orthometric height was determined by differential leveling
 QE0209.and adjusted in June 1991.
 QE0209
 QE0209.The geoid height was determined by GEOID03.
 QE0209
 QE0209.The dynamic height is computed by dividing the NAVD 88
 QE0209.geopotential number by the normal gravity value computed on the
 QE0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0209.degrees latitude (g = 980.6199 gals.).
 QE0209
 QE0209.The modeled gravity was interpolated from observed gravity values.
 QE0209
 QE0209;                    North         East    Units  Estimated Accuracy
 QE0209;SPC OR N     -    93,450.    2,314,790.      MT  (+/- 180 meters Scaled)
 QE0209
 QE0209                          SUPERSEDED SURVEY CONTROL
 QE0209
 QE0209  NGVD 29 (??/??/92)  135.234  (m)          443.68   (f) ADJ UNCH    1 2
 QE0209
 QE0209.Superseded values are not recommended for survey control.
 QE0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0209.See file dsdata.txt to determine how the superseded data were derived.
 QE0209
 QE0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ136256(NAD 83)
 QE0209_MARKER: Z = SEE DESCRIPTION
 QE0209_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QE0209_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QE0209_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0209
 QE0209  HISTORY     - Date     Condition        Report By
 QE0209  HISTORY     - UNK      MONUMENTED       USE
 QE0209  HISTORY     - 1950     POOR             NGS
 QE0209
 QE0209                          STATION DESCRIPTION
 QE0209
 QE0209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 QE0209'5.8 MI SE FROM LEBANON.
 QE0209'5.8 MILES SOUTHEAST ALONG THE SOUTH SANTIAM HIGHWAY (U.S. 20) FROM THE
 QE0209'POST OFFICE AT LEBANON, LINN COUNTY, 0.1 MILE WEST OF A ROAD LEADING
 QE0209'NORTHEAST TO MCDOWELL CREEK, 33 FEET NORTH OF THE HIGHWAY, 51 FEET
 QE0209'SOUTH OF A RAILROAD TRACK, 3 FEET SOUTH OF A POWER LINE, AND NEAR A
 QE0209'WHITE WOODEN WITNESS POST.  A STEEL ROD, UNSTAMPED, SET WITH CEMENT IN
 QE0209'A 3-INCH PIPE.  NOTE-- IT IS LOOSE IN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1007 ***********************************************************************
 RD1007  DESIGNATION -  G 48
 RD1007  PID         -  RD1007
 RD1007  STATE/COUNTY-  OR/TILLAMOOK
 RD1007  USGS QUAD   -  TILLAMOOK (1985)
 RD1007
 RD1007                         *CURRENT SURVEY CONTROL
 RD1007  ___________________________________________________________________
 RD1007* NAD 83(1986)-  45 27 24.     (N)    123 50 34.     (W)     SCALED    
 RD1007* NAVD 88     -         8.336  (meters)      27.35   (feet)  ADJUSTED  
 RD1007  ___________________________________________________________________
 RD1007  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 RD1007  DYNAMIC HT  -           8.336 (meters)      27.35  (feet)  COMP
 RD1007  MODELED GRAV-     980,686.8   (mgal)                       NAVD 88
 RD1007
 RD1007  VERT ORDER  -  FIRST     CLASS II
 RD1007
 RD1007.The horizontal coordinates were scaled from a topographic map and have
 RD1007.an estimated accuracy of +/- 6 seconds.
 RD1007
 RD1007.The orthometric height was determined by differential leveling
 RD1007.and adjusted in June 1991.
 RD1007.WARNING-Repeat measurements at this control monument indicate possible
 RD1007.vertical movement.
 RD1007
 RD1007.The geoid height was determined by GEOID03.
 RD1007
 RD1007.The dynamic height is computed by dividing the NAVD 88
 RD1007.geopotential number by the normal gravity value computed on the
 RD1007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1007.degrees latitude (g = 980.6199 gals.).
 RD1007
 RD1007.The modeled gravity was interpolated from observed gravity values.
 RD1007
 RD1007;                    North         East    Units  Estimated Accuracy
 RD1007;SPC OR N     -   204,320.    2,238,630.      MT  (+/- 180 meters Scaled)
 RD1007
 RD1007                          SUPERSEDED SURVEY CONTROL
 RD1007
 RD1007  NGVD 29 (??/??/92)    7.30   (m)           24.0    (f) COMPUTED    1 2
 RD1007
 RD1007.Superseded values are not recommended for survey control.
 RD1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1007.See file dsdata.txt to determine how the superseded data were derived.
 RD1007
 RD1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR341340(NAD 83)
 RD1007_MARKER: DB = BENCH MARK DISK
 RD1007_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RD1007_SP_SET: CURB
 RD1007_STAMPING: G 48 1930
 RD1007_MARK LOGO: CGS   
 RD1007_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD1007
 RD1007  HISTORY     - Date     Condition        Report By
 RD1007  HISTORY     - 1930     MONUMENTED       CGS
 RD1007  HISTORY     - 1973     GOOD             NGS
 RD1007  HISTORY     - 1984     GOOD             USPSQD
 RD1007  HISTORY     - 1987     GOOD             USPSQD
 RD1007  HISTORY     - 1987     GOOD             NGS
 RD1007  HISTORY     - 1989     GOOD             USPSQD
 RD1007  HISTORY     - 20030726 MARK NOT FOUND   USPSQD
 RD1007
 RD1007                          STATION DESCRIPTION
 RD1007
 RD1007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 RD1007'IN TILLAMOOK.
 RD1007'NEAR THE CENTER OF TILLAMOOK, 1 BLOCK NORTHWEST OF THE TILLAMOOK POST
 RD1007'OFFICE, AT THE NORTHEAST CORNER OF THE INTERSECTION OF SECOND STREET
 RD1007'EAST, AND PACIFIC AVENUE, AT THE SOUTHWEST CORNER OF THE PIONEER
 RD1007'MUSEUM GROUNDS, 30 FEET NORTH OF THE CENTER OF SECOND STREET, AND 18
 RD1007'FEET EAST OF THE CENTER OF PACIFIC AVENUE CEMENTED IN A DRILL HOLE IN
 RD1007'THE CURB OF PACIFIC AVENUE.
 RD1007
 RD1007                          STATION RECOVERY (1984)
 RD1007
 RD1007'RECOVERY NOTE BY US POWER SQUADRON 1984
 RD1007'RECOVERED IN GOOD CONDITION.
 RD1007
 RD1007                          STATION RECOVERY (1987)
 RD1007
 RD1007'RECOVERY NOTE BY US POWER SQUADRON 1987 (RCC)
 RD1007'RECOVERED IN GOOD CONDITION.
 RD1007
 RD1007                          STATION RECOVERY (1987)
 RD1007
 RD1007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD1007'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  IN
 RD1007'TILLAMOOK, AT THE INTERSECTION OF SECOND STREET AND PACIFIC AVENUE,
 RD1007'AT THE SOUTHWEST CORNER OF THE TILLAMOOK PIONEER MUSEUM LAWN, IN THE
 RD1007'EAST CURB OF THE AVENUE, 11.5 M (37.7 FT) NORTH OF THE CENTERLINE OF
 RD1007'THE STREET, 5.1 M (16.7 FT) EAST OF THE CENTERLINE OF THE AVENUE, AND
 RD1007'2.0 M (6.6 FT) NORTH-NORTHWEST OF A METAL STREET LIGHT POLE.
 RD1007'THE MARK IS 0.1 M ABOVE THE AVENUE.
 RD1007
 RD1007                          STATION RECOVERY (1989)
 RD1007
 RD1007'RECOVERY NOTE BY US POWER SQUADRON 1989 (RCC)
 RD1007'RECOVERED IN GOOD CONDITION.
 RD1007
 RD1007                          STATION RECOVERY (2003)
 RD1007
 RD1007'RECOVERY NOTE BY US POWER SQUADRON 2003 (DMJ)
 RD1007'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0070 ***********************************************************************
 PC0070  DESIGNATION -  G 480
 PC0070  PID         -  PC0070
 PC0070  STATE/COUNTY-  OR/DOUGLAS
 PC0070  USGS QUAD   -  GARWOOD BUTTE (1985)
 PC0070
 PC0070                         *CURRENT SURVEY CONTROL
 PC0070  ___________________________________________________________________
 PC0070* NAD 83(1986)-  43 14 50.     (N)    122 17 29.     (W)     SCALED    
 PC0070* NAVD 88     -      1156.676  (meters)    3794.86   (feet)  ADJUSTED  
 PC0070  ___________________________________________________________________
 PC0070  GEOID HEIGHT-         -22.12  (meters)                     GEOID03
 PC0070  DYNAMIC HT  -        1156.112 (meters)    3793.01  (feet)  COMP
 PC0070  MODELED GRAV-     980,093.2   (mgal)                       NAVD 88
 PC0070
 PC0070  VERT ORDER  -  FIRST     CLASS II
 PC0070
 PC0070.The horizontal coordinates were scaled from a topographic map and have
 PC0070.an estimated accuracy of +/- 6 seconds.
 PC0070
 PC0070.The orthometric height was determined by differential leveling
 PC0070.and adjusted in June 1991.
 PC0070
 PC0070.The geoid height was determined by GEOID03.
 PC0070
 PC0070.The dynamic height is computed by dividing the NAVD 88
 PC0070.geopotential number by the normal gravity value computed on the
 PC0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0070.degrees latitude (g = 980.6199 gals.).
 PC0070
 PC0070.The modeled gravity was interpolated from observed gravity values.
 PC0070
 PC0070;                    North         East    Units  Estimated Accuracy
 PC0070;SPC OR S     -   177,130.    1,354,540.      MT  (+/- 180 meters Scaled)
 PC0070
 PC0070                          SUPERSEDED SURVEY CONTROL
 PC0070
 PC0070  NGVD 29 (??/??/92) 1155.446  (m)         3790.83   (f) ADJ UNCH    1 2
 PC0070
 PC0070.Superseded values are not recommended for survey control.
 PC0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0070.See file dsdata.txt to determine how the superseded data were derived.
 PC0070
 PC0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN575885(NAD 83)
 PC0070_MARKER: DB = BENCH MARK DISK
 PC0070_SETTING: 66 = SET IN ROCK OUTCROP
 PC0070_SP_SET: LAVA ROCK
 PC0070_STAMPING: G 480 - 1941
 PC0070_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PC0070+STABILITY: POSITION/ELEVATION WELL
 PC0070
 PC0070  HISTORY     - Date     Condition        Report By
 PC0070  HISTORY     - 1941     MONUMENTED       CGS
 PC0070
 PC0070                          STATION DESCRIPTION
 PC0070
 PC0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 PC0070'10.4 MI E FROM BIG CAMAS.
 PC0070'ABOUT 10.4 MILES EAST OF BIG CAMAS RANGER STATION, ALONG NORTH UMPQUA
 PC0070'HIGHWAY, AT CLEARWATER RIVER, 18 FEET WEST OF SOUTH END OF BRIDGE, 4
 PC0070'FOOT BELOW ROAD LEVEL IN LAVA ROCK OF SOUTH BANK.  A STANDARD DISK SET
 PC0070'IN ROCK IN RIVER BANK.  NOTE-- AT BRIDGE OVER CLEARWATER RIVER. 50
 PC0070'FEET NORTHWEST OF THE SOUTH END OF THE BRIDGE IN THE TOP OF A LAVA
 PC0070'ROCK ON THE SOUTH BAND OF THE RIVER, AND ABOUT 12 FEET LOWER THAN THE
 PC0070'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0291 ***********************************************************************
 QD0291  DESIGNATION -  G 481
 QD0291  PID         -  QD0291
 QD0291  STATE/COUNTY-  OR/CROOK
 QD0291  USGS QUAD   -  POWELL BUTTES (1988)
 QD0291
 QD0291                         *CURRENT SURVEY CONTROL
 QD0291  ___________________________________________________________________
 QD0291* NAD 83(1986)-  44 12 40.     (N)    120 52 46.     (W)     SCALED    
 QD0291* NAVD 88     -       894.572  (meters)    2934.94   (feet)  ADJUSTED  
 QD0291  ___________________________________________________________________
 QD0291  GEOID HEIGHT-         -20.54  (meters)                     GEOID03
 QD0291  DYNAMIC HT  -         894.263 (meters)    2933.93  (feet)  COMP
 QD0291  MODELED GRAV-     980,242.6   (mgal)                       NAVD 88
 QD0291
 QD0291  VERT ORDER  -  SECOND    CLASS 0
 QD0291
 QD0291.The horizontal coordinates were scaled from a topographic map and have
 QD0291.an estimated accuracy of +/- 6 seconds.
 QD0291
 QD0291.The orthometric height was determined by differential leveling
 QD0291.and adjusted in June 1991.
 QD0291
 QD0291.The geoid height was determined by GEOID03.
 QD0291
 QD0291.The dynamic height is computed by dividing the NAVD 88
 QD0291.geopotential number by the normal gravity value computed on the
 QD0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0291.degrees latitude (g = 980.6199 gals.).
 QD0291
 QD0291.The modeled gravity was interpolated from observed gravity values.
 QD0291
 QD0291;                    North         East    Units  Estimated Accuracy
 QD0291;SPC OR S     -   282,730.    1,469,670.      MT  (+/- 180 meters Scaled)
 QD0291
 QD0291                          SUPERSEDED SURVEY CONTROL
 QD0291
 QD0291  NGVD 29 (??/??/92)  893.447  (m)         2931.25   (f) ADJ UNCH    2 0
 QD0291
 QD0291.Superseded values are not recommended for survey control.
 QD0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0291.See file dsdata.txt to determine how the superseded data were derived.
 QD0291
 QD0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP694975(NAD 83)
 QD0291_MARKER: DB = BENCH MARK DISK
 QD0291_SETTING: 80 = SET IN A BOULDER
 QD0291_SP_SET: BOULDER
 QD0291_STAMPING: G 481 1941
 QD0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0291+STABILITY: SURFACE MOTION
 QD0291
 QD0291  HISTORY     - Date     Condition        Report By
 QD0291  HISTORY     - 1941     MONUMENTED       CGS
 QD0291
 QD0291                          STATION DESCRIPTION
 QD0291
 QD0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 QD0291'7.5 MI S FROM PRINEVILLE.
 QD0291'ABOUT 7.5 MILES SOUTH OF PRINEVILLE, ALONG THE BEAR CREEK HIGHWAY,
 QD0291'ABOUT 0.8 MILE SOUTH OF A DRY CREEK CROSSING, 150 FEET SOUTH OF POINT
 QD0291'ON THE BLUFF, 42 FEET EAST OF THE CENTER OF THE ROAD, 7 FEET ABOVE
 QD0291'ROAD LEVEL IN THE TOP OF THE LARGEST BOULDER.  WITNESS POST SET BY
 QD0291'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0233 ***********************************************************************
 QD0233  DESIGNATION -  G 482
 QD0233  PID         -  QD0233
 QD0233  STATE/COUNTY-  OR/CROOK
 QD0233  USGS QUAD   -  DRAKE BUTTE (1992)
 QD0233
 QD0233                         *CURRENT SURVEY CONTROL
 QD0233  ___________________________________________________________________
 QD0233* NAD 83(1986)-  44 07 17.     (N)    120 19 36.     (W)     SCALED    
 QD0233* NAVD 88     -      1056.921  (meters)    3467.58   (feet)  ADJUSTED  
 QD0233  ___________________________________________________________________
 QD0233  GEOID HEIGHT-         -19.46  (meters)                     GEOID03
 QD0233  DYNAMIC HT  -        1056.501 (meters)    3466.20  (feet)  COMP
 QD0233  MODELED GRAV-     980,186.1   (mgal)                       NAVD 88
 QD0233
 QD0233  VERT ORDER  -  FIRST     CLASS II
 QD0233
 QD0233.The horizontal coordinates were scaled from a topographic map and have
 QD0233.an estimated accuracy of +/- 6 seconds.
 QD0233
 QD0233.The orthometric height was determined by differential leveling
 QD0233.and adjusted in June 1991.
 QD0233
 QD0233.The geoid height was determined by GEOID03.
 QD0233
 QD0233.The dynamic height is computed by dividing the NAVD 88
 QD0233.geopotential number by the normal gravity value computed on the
 QD0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0233.degrees latitude (g = 980.6199 gals.).
 QD0233
 QD0233.The modeled gravity was interpolated from observed gravity values.
 QD0233
 QD0233;                    North         East    Units  Estimated Accuracy
 QD0233;SPC OR S     -   272,710.    1,513,870.      MT  (+/- 180 meters Scaled)
 QD0233
 QD0233                          SUPERSEDED SURVEY CONTROL
 QD0233
 QD0233  NGVD 29 (??/??/92) 1055.752  (m)         3463.75   (f) ADJ UNCH    1 2
 QD0233
 QD0233.Superseded values are not recommended for survey control.
 QD0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0233.See file dsdata.txt to determine how the superseded data were derived.
 QD0233
 QD0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGP138888(NAD 83)
 QD0233_MARKER: DB = BENCH MARK DISK
 QD0233_SETTING: 80 = SET IN A BOULDER
 QD0233_SP_SET: BOULDER
 QD0233_STAMPING: G 482 1941
 QD0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0233+STABILITY: SURFACE MOTION
 QD0233
 QD0233  HISTORY     - Date     Condition        Report By
 QD0233  HISTORY     - 1941     MONUMENTED       CGS
 QD0233
 QD0233                          STATION DESCRIPTION
 QD0233
 QD0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 QD0233'9.35 MI E FROM POST.
 QD0233'ABOUT 9.35 MILES EAST OF THE STORE AT POST, ALONG THE OLD SOUTH SIDE
 QD0233'CROOKED RIVER ROAD, ABOUT 0.2 MILE EAST OF A FARM HOUSE, 18 FEET EAST
 QD0233'OF A DRY CREEK BED AT THE SOUTHWEST BASE OF A ROCKY-CAPPED HILL, 36
 QD0233'FEET NORTH OF THE CENTER OF THE ROAD, IN A BOULDER A STANDARD DISK
 QD0233'SET.  WITNESS POST SET BY MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0335 ***********************************************************************
 QD0335  DESIGNATION -  G 483
 QD0335  PID         -  QD0335
 QD0335  STATE/COUNTY-  OR/CROOK
 QD0335  USGS QUAD   -  OCHOCO RESERVOIR (1992)
 QD0335
 QD0335                         *CURRENT SURVEY CONTROL
 QD0335  ___________________________________________________________________
 QD0335* NAD 83(1986)-  44 16 31.     (N)    120 44 35.     (W)     SCALED    
 QD0335* NAVD 88     -      1100.871  (meters)    3611.77   (feet)  ADJUSTED  
 QD0335  ___________________________________________________________________
 QD0335  GEOID HEIGHT-         -20.26  (meters)                     GEOID03
 QD0335  DYNAMIC HT  -        1100.465 (meters)    3610.44  (feet)  COMP
 QD0335  MODELED GRAV-     980,211.5   (mgal)                       NAVD 88
 QD0335
 QD0335  VERT ORDER  -  FIRST     CLASS II
 QD0335
 QD0335.The horizontal coordinates were scaled from a topographic map and have
 QD0335.an estimated accuracy of +/- 6 seconds.
 QD0335
 QD0335.The orthometric height was determined by differential leveling
 QD0335.and adjusted in June 1991.
 QD0335
 QD0335.The geoid height was determined by GEOID03.
 QD0335
 QD0335.The dynamic height is computed by dividing the NAVD 88
 QD0335.geopotential number by the normal gravity value computed on the
 QD0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0335.degrees latitude (g = 980.6199 gals.).
 QD0335
 QD0335.The modeled gravity was interpolated from observed gravity values.
 QD0335
 QD0335;                    North         East    Units  Estimated Accuracy
 QD0335;SPC OR S     -   289,820.    1,480,590.      MT  (+/- 180 meters Scaled)
 QD0335
 QD0335                          SUPERSEDED SURVEY CONTROL
 QD0335
 QD0335  NGVD 29 (??/??/92) 1099.716  (m)         3607.98   (f) ADJ UNCH    1 2
 QD0335
 QD0335.Superseded values are not recommended for survey control.
 QD0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0335.See file dsdata.txt to determine how the superseded data were derived.
 QD0335
 QD0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ801049(NAD 83)
 QD0335_MARKER: DB = BENCH MARK DISK
 QD0335_SETTING: 66 = SET IN ROCK OUTCROP
 QD0335_SP_SET: LAVA ROCK
 QD0335_STAMPING: G 483 1941
 QD0335_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QD0335+STABILITY: POSITION/ELEVATION WELL
 QD0335
 QD0335  HISTORY     - Date     Condition        Report By
 QD0335  HISTORY     - 1941     MONUMENTED       CGS
 QD0335  HISTORY     - 1986     POOR             USPSQD
 QD0335
 QD0335                          STATION DESCRIPTION
 QD0335
 QD0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 QD0335'6.38 MI SE FROM PRINEVILLE.
 QD0335'ABOUT 6.38 MILES SOUTHEAST ALONG THE PRINEVILLE-PAULINA ROAD FROM THE
 QD0335'COURTHOUSE AT PRINEVILLE, CROOK COUNTY, 18 FEET SOUTH OF FENCE, 27
 QD0335'FEET NORTH OF THE NORTH END OF A WOOD CULVERT.  A STANDARD DISK SET IN
 QD0335'LAVA ROCK.  WITNESS POST SET BY MARK.
 QD0335
 QD0335                          STATION RECOVERY (1986)
 QD0335
 QD0335'RECOVERY NOTE BY US POWER SQUADRON 1986 (DEK)
 QD0335'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC0356 ***********************************************************************
 SC0356  DESIGNATION -  G 484
 SC0356  PID         -  SC0356
 SC0356  STATE/COUNTY-  OR/COLUMBIA
 SC0356  USGS QUAD   -  DELENA (1985)
 SC0356
 SC0356                         *CURRENT SURVEY CONTROL
 SC0356  ___________________________________________________________________
 SC0356* NAD 83(1986)-  46 07 12.     (N)    123 00 53.     (W)     SCALED    
 SC0356* NAVD 88     -         2.999  (meters)       9.84   (feet)  ADJUSTED  
 SC0356  ___________________________________________________________________
 SC0356  GEOID HEIGHT-         -21.35  (meters)                     GEOID03
 SC0356  DYNAMIC HT  -           2.999 (meters)       9.84  (feet)  COMP
 SC0356  MODELED GRAV-     980,693.4   (mgal)                       NAVD 88
 SC0356
 SC0356  VERT ORDER  -  FIRST     CLASS II
 SC0356
 SC0356.The horizontal coordinates were scaled from a topographic map and have
 SC0356.an estimated accuracy of +/- 6 seconds.
 SC0356
 SC0356.The orthometric height was determined by differential leveling
 SC0356.and adjusted in June 1991.
 SC0356
 SC0356.The geoid height was determined by GEOID03.
 SC0356
 SC0356.The dynamic height is computed by dividing the NAVD 88
 SC0356.geopotential number by the normal gravity value computed on the
 SC0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0356.degrees latitude (g = 980.6199 gals.).
 SC0356
 SC0356.The modeled gravity was interpolated from observed gravity values.
 SC0356
 SC0356;                    North         East    Units  Estimated Accuracy
 SC0356;SPC OR N     -   275,660.    2,305,650.      MT  (+/- 180 meters Scaled)
 SC0356
 SC0356                          SUPERSEDED SURVEY CONTROL
 SC0356
 SC0356  NGVD 29 (??/??/92)    2.01   (m)            6.6    (f) COMPUTED    1 2
 SC0356
 SC0356.Superseded values are not recommended for survey control.
 SC0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0356.See file dsdata.txt to determine how the superseded data were derived.
 SC0356
 SC0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS988073(NAD 83)
 SC0356_MARKER: DB = BENCH MARK DISK
 SC0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SC0356_STAMPING: G484 1941
 SC0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0356+STABILITY: SURFACE MOTION
 SC0356
 SC0356  HISTORY     - Date     Condition        Report By
 SC0356  HISTORY     - 1941     MONUMENTED       CGS
 SC0356  HISTORY     - 1952     MARK NOT FOUND   USGS
 SC0356  HISTORY     - 1987     MARK NOT FOUND   NGS
 SC0356
 SC0356                          STATION DESCRIPTION
 SC0356
 SC0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 SC0356'4.41 MI W FROM RAINIER.
 SC0356'ABOUT 4.41 MILES WEST ALONG THE SPOKANE PORTLAND AND SEATTLE RAILROAD
 SC0356'FROM RAINIER.  ABOUT 1.09 MILES EAST OF RR TRESTLE A 51.3.  ABOUT .21
 SC0356'MILE WEST OF RR MILAGE POST 50.  ABOUT 15 FEET BELOW RR TRACK.  IN
 SC0356'FIELD IN BACK OF L. R. DICKENSONS HOUSE, PROPERTY BELONGS TO STATE OF
 SC0356'OREGON AND LEASED BY DICKENSON.  ABOUT 54 FEET SOUTH OF CENTER OF RR
 SC0356'TRACK.  JUST INSIDE DICKENSONS FIELD, ABOUT 2 FEET SOUTH OF EAST-WEST
 SC0356'FENCE.  ABOUT 3 FEET NORTH OF SMALL EAST-WEST IRRIGATION DITCH. 15
 SC0356'FEET NORTH OF ROW OF SMALL KNOLLS RUNNING EAST-WEST.
 SC0356
 SC0356                          STATION RECOVERY (1952)
 SC0356
 SC0356'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 SC0356'MARK NOT FOUND.
 SC0356
 SC0356                          STATION RECOVERY (1987)
 SC0356
 SC0356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SC0356'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1523 ***********************************************************************
 RC1523  DESIGNATION -  G 485
 RC1523  PID         -  RC1523
 RC1523  STATE/COUNTY-  OR/MULTNOMAH
 RC1523  USGS QUAD   -  BONNEVILLE DAM (1994)
 RC1523
 RC1523                         *CURRENT SURVEY CONTROL
 RC1523  ___________________________________________________________________
 RC1523* NAD 83(1986)-  45 38 18.     (N)    121 56 53.     (W)     SCALED    
 RC1523* NAVD 88     -        18.037  (meters)      59.18   (feet)  ADJUSTED  
 RC1523  ___________________________________________________________________
 RC1523  GEOID HEIGHT-         -21.82  (meters)                     GEOID03
 RC1523  DYNAMIC HT  -          18.036 (meters)      59.17  (feet)  COMP
 RC1523  MODELED GRAV-     980,577.6   (mgal)                       NAVD 88
 RC1523
 RC1523  VERT ORDER  -  FIRST     CLASS II
 RC1523
 RC1523.The horizontal coordinates were scaled from a topographic map and have
 RC1523.an estimated accuracy of +/- 6 seconds.
 RC1523
 RC1523.The orthometric height was determined by differential leveling
 RC1523.and adjusted in June 1991.
 RC1523.WARNING-Repeat measurements at this control monument indicate possible
 RC1523.vertical movement.
 RC1523
 RC1523.The geoid height was determined by GEOID03.
 RC1523
 RC1523.The dynamic height is computed by dividing the NAVD 88
 RC1523.geopotential number by the normal gravity value computed on the
 RC1523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1523.degrees latitude (g = 980.6199 gals.).
 RC1523
 RC1523.The modeled gravity was interpolated from observed gravity values.
 RC1523
 RC1523;                    North         East    Units  Estimated Accuracy
 RC1523;SPC OR N     -   220,110.    2,387,110.      MT  (+/- 180 meters Scaled)
 RC1523
 RC1523                          SUPERSEDED SURVEY CONTROL
 RC1523
 RC1523  NGVD 29 (??/??/92)   17.019  (m)           55.84   (f) ADJ UNCH    1 2
 RC1523
 RC1523.Superseded values are not recommended for survey control.
 RC1523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1523.See file dsdata.txt to determine how the superseded data were derived.
 RC1523
 RC1523_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER819544(NAD 83)
 RC1523_MARKER: DB = BENCH MARK DISK
 RC1523_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RC1523_SP_SET: CULVERT
 RC1523_STAMPING: G 485 1941
 RC1523_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC1523_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RC1523+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2008
 RC1523
 RC1523  HISTORY     - Date     Condition        Report By
 RC1523  HISTORY     - 1941     MONUMENTED       CGS
 RC1523  HISTORY     - 1957     GOOD             NGS
 RC1523  HISTORY     - 19950719 GOOD             USPSQD
 RC1523  HISTORY     - 20040811 GOOD             USPSQD
 RC1523  HISTORY     - 20060319 GOOD             USPSQD
 RC1523  HISTORY     - 20080813 GOOD             USACE
 RC1523
 RC1523                          STATION DESCRIPTION
 RC1523
 RC1523'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 RC1523'IN BONNEVILLE.
 RC1523'SOUTH OF BONNEVILLE POWERHOUSE.  SOUTH OF WEST GATE OF LOCKS.
 RC1523'NORTHWEST CORNER OF LOWER STEP LEADING TO CRANE ON PLATFORM ABOVE
 RC1523'LOCKS.
 RC1523
 RC1523                          STATION RECOVERY (1957)
 RC1523
 RC1523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 RC1523'RECOVERED IN GOOD CONDITION.
 RC1523
 RC1523                          STATION RECOVERY (1995)
 RC1523
 RC1523'RECOVERY NOTE BY US POWER SQUADRON 1995
 RC1523'RECOVERED IN GOOD CONDITION.
 RC1523
 RC1523                          STATION RECOVERY (2004)
 RC1523
 RC1523'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 RC1523'RECOVERED IN GOOD CONDITION.
 RC1523
 RC1523                          STATION RECOVERY (2006)
 RC1523
 RC1523'RECOVERY NOTE BY US POWER SQUADRON 2006
 RC1523'RECOVERED IN GOOD CONDITION.
 RC1523
 RC1523                          STATION RECOVERY (2008)
 RC1523
 RC1523'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2008 (JAK)
 RC1523'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0083 ***********************************************************************
 RB0083  DESIGNATION -  G 486
 RB0083  PID         -  RB0083
 RB0083  STATE/COUNTY-  OR/UMATILLA
 RB0083  USGS QUAD   -  HURON (1995)
 RB0083
 RB0083                         *CURRENT SURVEY CONTROL
 RB0083  ___________________________________________________________________
 RB0083* NAD 83(1986)-  45 29 57.     (N)    118 20 24.     (W)     SCALED    
 RB0083* NAVD 88     -       911.904  (meters)    2991.80   (feet)  ADJUSTED  
 RB0083  ___________________________________________________________________
 RB0083  GEOID HEIGHT-         -18.51  (meters)                     GEOID03
 RB0083  DYNAMIC HT  -         911.694 (meters)    2991.12  (feet)  COMP
 RB0083  MODELED GRAV-     980,355.6   (mgal)                       NAVD 88
 RB0083
 RB0083  VERT ORDER  -  FIRST     CLASS II
 RB0083
 RB0083.The horizontal coordinates were scaled from a topographic map and have
 RB0083.an estimated accuracy of +/- 6 seconds.
 RB0083
 RB0083.The orthometric height was determined by differential leveling
 RB0083.and adjusted in June 1991.
 RB0083
 RB0083.The geoid height was determined by GEOID03.
 RB0083
 RB0083.The dynamic height is computed by dividing the NAVD 88
 RB0083.geopotential number by the normal gravity value computed on the
 RB0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0083.degrees latitude (g = 980.6199 gals.).
 RB0083
 RB0083.The modeled gravity was interpolated from observed gravity values.
 RB0083
 RB0083;                    North         East    Units  Estimated Accuracy
 RB0083;SPC OR N     -   205,890.    2,668,790.      MT  (+/- 180 meters Scaled)
 RB0083
 RB0083                          SUPERSEDED SURVEY CONTROL
 RB0083
 RB0083  NGVD 29 (??/??/92)  910.81   (m)         2988.2    (f) COMPUTED    1 2
 RB0083
 RB0083.Superseded values are not recommended for survey control.
 RB0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0083.See file dsdata.txt to determine how the superseded data were derived.
 RB0083
 RB0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL953392(NAD 83)
 RB0083_MARKER: DB = BENCH MARK DISK
 RB0083_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RB0083_SP_SET: CULVERT
 RB0083_STAMPING: G 486 1941
 RB0083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RB0083
 RB0083  HISTORY     - Date     Condition        Report By
 RB0083  HISTORY     - 1941     MONUMENTED       CGS
 RB0083  HISTORY     - 1957     MARK NOT FOUND   NGS
 RB0083
 RB0083                          STATION DESCRIPTION
 RB0083
 RB0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 RB0083'0.85 MI NW FROM HURON.
 RB0083'ABOUT 0.85 MILE NORTHWEST OF HURON, UMATILLA COUNTY, ALONG THE UNION
 RB0083'PACIFIC RR, IN THE EAST END ON THE NORTH SIDE OF CULVERT 258.30, 22
 RB0083'FEET NORTH AND 5 FOOT BELOW THE CENTER OF THE TRACK.  A STANDARD DISK
 RB0083'SET.  NOTE-- WAS INFORMED BY RAILROAD SECTION FOREMAN THAT A DOUBLE
 RB0083'TRACK WAS RECENTLY BUILT AND THAT CULVERT (258.30) WAS RECONCRETED.
 RB0083
 RB0083                          STATION RECOVERY (1957)
 RB0083
 RB0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 RB0083'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0408 ***********************************************************************
 PB0408  DESIGNATION -  G 487
 PB0408  PID         -  PB0408
 PB0408  STATE/COUNTY-  OR/KLAMATH
 PB0408  USGS QUAD   -  WELCH BUTTE (1967)
 PB0408
 PB0408                         *CURRENT SURVEY CONTROL
 PB0408  ___________________________________________________________________
 PB0408* NAD 83(1986)-  43 05 10.     (N)    121 57 34.     (W)     SCALED    
 PB0408* NAVD 88     -      1509.032  (meters)    4950.88   (feet)  ADJUSTED  
 PB0408  ___________________________________________________________________
 PB0408  GEOID HEIGHT-         -21.60  (meters)                     GEOID03
 PB0408  DYNAMIC HT  -        1508.165 (meters)    4948.04  (feet)  COMP
 PB0408  MODELED GRAV-     979,992.4   (mgal)                       NAVD 88
 PB0408
 PB0408  VERT ORDER  -  FIRST     CLASS II
 PB0408
 PB0408.The horizontal coordinates were scaled from a topographic map and have
 PB0408.an estimated accuracy of +/- 6 seconds.
 PB0408
 PB0408.The orthometric height was determined by differential leveling
 PB0408.and adjusted in June 1991.
 PB0408
 PB0408.The geoid height was determined by GEOID03.
 PB0408
 PB0408.The dynamic height is computed by dividing the NAVD 88
 PB0408.geopotential number by the normal gravity value computed on the
 PB0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0408.degrees latitude (g = 980.6199 gals.).
 PB0408
 PB0408.The modeled gravity was interpolated from observed gravity values.
 PB0408
 PB0408;                    North         East    Units  Estimated Accuracy
 PB0408;SPC OR S     -   158,710.    1,381,180.      MT  (+/- 180 meters Scaled)
 PB0408
 PB0408                          SUPERSEDED SURVEY CONTROL
 PB0408
 PB0408  NGVD 29 (??/??/92) 1507.712  (m)         4946.55   (f) ADJ UNCH    1 2
 PB0408
 PB0408.Superseded values are not recommended for survey control.
 PB0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0408.See file dsdata.txt to determine how the superseded data were derived.
 PB0408
 PB0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN846709(NAD 83)
 PB0408_MARKER: DB = BENCH MARK DISK
 PB0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0408_STAMPING: G 487 1941
 PB0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0408+STABILITY: SURFACE MOTION
 PB0408
 PB0408  HISTORY     - Date     Condition        Report By
 PB0408  HISTORY     - 1941     MONUMENTED       CGS
 PB0408  HISTORY     - 1965     MARK NOT FOUND   NGS
 PB0408
 PB0408                          STATION DESCRIPTION
 PB0408
 PB0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 PB0408'6.9 MI W FROM DIAMOND-CRATER LAKE JCT.
 PB0408'ALONG STATE HIGHWAY 230, 6.9 MILES WEST OF THE JUNCTION WITH U. S.
 PB0408'HIGHWAY 97, 42 FEET NORTH OF CENTER OF THE HIGHWAY, 30 FEET EAST OF
 PB0408'SURVEY STATION 360 00, WITNESS POST MARKED USBM.
 PB0408
 PB0408                          STATION RECOVERY (1965)
 PB0408
 PB0408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 PB0408'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0409 ***********************************************************************
 PB0409  DESIGNATION -  G 487 RESET
 PB0409  PID         -  PB0409
 PB0409  STATE/COUNTY-  OR/KLAMATH
 PB0409  USGS QUAD   -  WELCH BUTTE (1967)
 PB0409
 PB0409                         *CURRENT SURVEY CONTROL
 PB0409  ___________________________________________________________________
 PB0409* NAD 83(1986)-  43 05 11.     (N)    121 57 34.     (W)     SCALED    
 PB0409* NAVD 88     -      1509.02   (meters)    4950.8    (feet)  RESET     
 PB0409  ___________________________________________________________________
 PB0409  GEOID HEIGHT-         -21.60  (meters)                     GEOID03
 PB0409  VERT ORDER  -  THIRD
 PB0409
 PB0409.The horizontal coordinates were scaled from a topographic map and have
 PB0409.an estimated accuracy of +/- 6 seconds.
 PB0409
 PB0409.The orthometric height was computed from unverified reset data.
 PB0409
 PB0409.The geoid height was determined by GEOID03.
 PB0409
 PB0409;                    North         East    Units  Estimated Accuracy
 PB0409;SPC OR S     -   158,740.    1,381,180.      MT  (+/- 180 meters Scaled)
 PB0409
 PB0409                          SUPERSEDED SURVEY CONTROL
 PB0409
 PB0409.No superseded survey control is available for this station.
 PB0409
 PB0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN846709(NAD 83)
 PB0409_MARKER: DB = BENCH MARK DISK
 PB0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0409_STAMPING: G 487 RESET 1961
 PB0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0409+STABILITY: SURFACE MOTION
 PB0409
 PB0409  HISTORY     - Date     Condition        Report By
 PB0409  HISTORY     - 1961     MONUMENTED       CGS
 PB0409
 PB0409                          STATION DESCRIPTION
 PB0409
 PB0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 PB0409'4.0 MI S FROM BEAVER MARSH.
 PB0409'REACHED FROM THE TOWN OF BEAVER MARSH GO SOUTH ON U.S. HIGHWAY 97 FOR
 PB0409'ABOUT 4 MILES TO THE JUNCTION WITH STATE HIGHWAY 230, TURN RIGHT, GO
 PB0409'WEST, ON STATE HIGHWAY 230 FOR 6.9 MILES TO NEAR HIGHWAY SURVEY
 PB0409'STATION 360X00, BENCH MARK IS 76.5 FEET NORTH OF THE CENTERLINE OF THE
 PB0409'HIGHWAY, ABOUT 32 FEET NORTH OF THE LOCATION OF THE ORIGINAL MARK, 1
 PB0409'FOOT WEST OF A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 PB0409'POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0795 ***********************************************************************
 RA0795  DESIGNATION -  G 488
 RA0795  PID         -  RA0795
 RA0795  STATE/COUNTY-  OR/UNION
 RA0795  USGS QUAD   -  TELOCASET (1993)
 RA0795
 RA0795                         *CURRENT SURVEY CONTROL
 RA0795  ___________________________________________________________________
 RA0795* NAD 83(1986)-  45 04 38.     (N)    117 51 35.     (W)     SCALED    
 RA0795* NAVD 88     -      1000.989  (meters)    3284.08   (feet)  ADJUSTED  
 RA0795  ___________________________________________________________________
 RA0795  GEOID HEIGHT-         -17.12  (meters)                     GEOID03
 RA0795  DYNAMIC HT  -        1000.702 (meters)    3283.14  (feet)  COMP
 RA0795  MODELED GRAV-     980,296.4   (mgal)                       NAVD 88
 RA0795
 RA0795  VERT ORDER  -  FIRST     CLASS II
 RA0795
 RA0795.The horizontal coordinates were scaled from a topographic map and have
 RA0795.an estimated accuracy of +/- 6 seconds.
 RA0795
 RA0795.The orthometric height was determined by differential leveling
 RA0795.and adjusted in June 1991.
 RA0795
 RA0795.The geoid height was determined by GEOID03.
 RA0795
 RA0795.The dynamic height is computed by dividing the NAVD 88
 RA0795.geopotential number by the normal gravity value computed on the
 RA0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0795.degrees latitude (g = 980.6199 gals.).
 RA0795
 RA0795.The modeled gravity was interpolated from observed gravity values.
 RA0795
 RA0795;                    North         East    Units  Estimated Accuracy
 RA0795;SPC OR N     -   160,140.    2,707,840.      MT  (+/- 180 meters Scaled)
 RA0795
 RA0795                          SUPERSEDED SURVEY CONTROL
 RA0795
 RA0795  NGVD 29 (??/??/92)  999.875  (m)         3280.42   (f) ADJ UNCH    1 2
 RA0795
 RA0795.Superseded values are not recommended for survey control.
 RA0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0795.See file dsdata.txt to determine how the superseded data were derived.
 RA0795
 RA0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK323918(NAD 83)
 RA0795_MARKER: DB = BENCH MARK DISK
 RA0795_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RA0795_SP_SET: CULVERT
 RA0795_STAMPING: G 488 1941
 RA0795_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RA0795
 RA0795  HISTORY     - Date     Condition        Report By
 RA0795  HISTORY     - 1941     MONUMENTED       CGS
 RA0795
 RA0795                          STATION DESCRIPTION
 RA0795
 RA0795'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 RA0795'3.6 MI SW FROM TELOCASET.
 RA0795'ABOUT 3.6 MILES SOUTHWEST (TOWARD BAKER) ALONG THE UNION PACIFIC
 RA0795'RAILROAD FROM TELOCASET, UNION COUNTY, AT CULVERT 316.17, AND IN THE
 RA0795'NORTHEAST CORNER.  A STANDARD DISK, STAMPED G 488 1941.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0934 ***********************************************************************
 QB0934  DESIGNATION -  G 489
 QB0934  PID         -  QB0934
 QB0934  STATE/COUNTY-  OR/BAKER
 QB0934  USGS QUAD   -  OXMAN (1994)
 QB0934
 QB0934                         *CURRENT SURVEY CONTROL
 QB0934  ___________________________________________________________________
 QB0934* NAD 83(1986)-  44 38 43.     (N)    117 32 45.     (W)     SCALED    
 QB0934* NAVD 88     -       989.383  (meters)    3246.00   (feet)  ADJUSTED  
 QB0934  ___________________________________________________________________
 QB0934  GEOID HEIGHT-         -16.90  (meters)                     GEOID03
 QB0934  DYNAMIC HT  -         989.053 (meters)    3244.92  (feet)  COMP
 QB0934  MODELED GRAV-     980,250.5   (mgal)                       NAVD 88
 QB0934
 QB0934  VERT ORDER  -  FIRST     CLASS II
 QB0934
 QB0934.The horizontal coordinates were scaled from a topographic map and have
 QB0934.an estimated accuracy of +/- 6 seconds.
 QB0934
 QB0934.The orthometric height was determined by differential leveling
 QB0934.and adjusted in June 1991.
 QB0934
 QB0934.The geoid height was determined by GEOID03.
 QB0934
 QB0934.The dynamic height is computed by dividing the NAVD 88
 QB0934.geopotential number by the normal gravity value computed on the
 QB0934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0934.degrees latitude (g = 980.6199 gals.).
 QB0934
 QB0934.The modeled gravity was interpolated from observed gravity values.
 QB0934
 QB0934;                    North         East    Units  Estimated Accuracy
 QB0934;SPC OR N     -   113,030.    2,734,290.      MT  (+/- 180 meters Scaled)
 QB0934
 QB0934                          SUPERSEDED SURVEY CONTROL
 QB0934
 QB0934  NGVD 29 (??/??/92)  988.247  (m)         3242.27   (f) ADJ UNCH    1 2
 QB0934
 QB0934.Superseded values are not recommended for survey control.
 QB0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0934.See file dsdata.txt to determine how the superseded data were derived.
 QB0934
 QB0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK567436(NAD 83)
 QB0934_MARKER: DB = BENCH MARK DISK
 QB0934_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QB0934_SP_SET: BRIDGE
 QB0934_STAMPING: G 489 1941
 QB0934_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QB0934
 QB0934  HISTORY     - Date     Condition        Report By
 QB0934  HISTORY     - 1941     MONUMENTED       CGS
 QB0934
 QB0934                          STATION DESCRIPTION
 QB0934
 QB0934'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 QB0934'4.9 MI SE FROM PLEASANT VALLEY.
 QB0934'ABOUT 4.9 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM
 QB0934'PLEASANT VALLEY, BAKER COUNTY, AT BRIDGE 360.33, AND IN THE TOP OF THE
 QB0934'NORTHEAST WING WALL.  A STANDARD DISK, STAMPED G 489 1941.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0670 ***********************************************************************
 QB0670  DESIGNATION -  G 490
 QB0670  PID         -  QB0670
 QB0670  STATE/COUNTY-  OR/BAKER
 QB0670  USGS QUAD   -  LIME (1988)
 QB0670
 QB0670                         *CURRENT SURVEY CONTROL
 QB0670  ___________________________________________________________________
 QB0670* NAD 83(1986)-  44 24 02.     (N)    117 18 26.     (W)     SCALED    
 QB0670* NAVD 88     -       675.581  (meters)    2216.47   (feet)  ADJUSTED  
 QB0670  ___________________________________________________________________
 QB0670  GEOID HEIGHT-         -17.04  (meters)                     GEOID03
 QB0670  DYNAMIC HT  -         675.389 (meters)    2215.84  (feet)  COMP
 QB0670  MODELED GRAV-     980,313.1   (mgal)                       NAVD 88
 QB0670
 QB0670  VERT ORDER  -  FIRST     CLASS II
 QB0670
 QB0670.The horizontal coordinates were scaled from a topographic map and have
 QB0670.an estimated accuracy of +/- 6 seconds.
 QB0670
 QB0670.The orthometric height was determined by differential leveling
 QB0670.and adjusted in June 1991.
 QB0670
 QB0670.The geoid height was determined by GEOID03.
 QB0670
 QB0670.The dynamic height is computed by dividing the NAVD 88
 QB0670.geopotential number by the normal gravity value computed on the
 QB0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0670.degrees latitude (g = 980.6199 gals.).
 QB0670
 QB0670.The modeled gravity was interpolated from observed gravity values.
 QB0670
 QB0670;                    North         East    Units  Estimated Accuracy
 QB0670;SPC OR N     -    86,580.    2,754,280.      MT  (+/- 180 meters Scaled)
 QB0670
 QB0670                          SUPERSEDED SURVEY CONTROL
 QB0670
 QB0670  NGVD 29 (??/??/92)  674.569  (m)         2213.15   (f) ADJ UNCH    1 2
 QB0670
 QB0670.Superseded values are not recommended for survey control.
 QB0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0670.See file dsdata.txt to determine how the superseded data were derived.
 QB0670
 QB0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK755164(NAD 83)
 QB0670_MARKER: DB = BENCH MARK DISK
 QB0670_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QB0670_SP_SET: ABUTMENT
 QB0670_STAMPING: G 490 1941
 QB0670_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QB0670
 QB0670  HISTORY     - Date     Condition        Report By
 QB0670  HISTORY     - 1941     MONUMENTED       CGS
 QB0670  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 QB0670
 QB0670                          STATION DESCRIPTION
 QB0670
 QB0670'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 QB0670'0.6 MI S FROM LIME.
 QB0670'ABOUT 0.6 MILE SOUTH ALONG THE UNION PACIFIC RAILROAD FROM LIME, BAKER
 QB0670'COUNTY, ABOUT 4.3 MILES NORTHWEST OF HUNTINGTON, AT BRIDGE 385.19, AND
 QB0670'IN THE TOP OF THE EAST END OF THE SOUTH ABUTMENT.  A STANDARD DISK,
 QB0670'STAMPED G 490 1941.
 QB0670
 QB0670                          STATION RECOVERY (1985)
 QB0670
 QB0670'RECOVERY NOTE BY US POWER SQUADRON 1985 (RBD)
 QB0670'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0642 ***********************************************************************
 RC0642  DESIGNATION -  G 491
 RC0642  PID         -  RC0642
 RC0642  STATE/COUNTY-  OR/WASCO
 RC0642  USGS QUAD   -  WISHRAM (1994)
 RC0642
 RC0642                         *CURRENT SURVEY CONTROL
 RC0642  ___________________________________________________________________
 RC0642* NAD 83(1986)-  45 38 40.     (N)    120 58 54.     (W)     SCALED    
 RC0642* NAVD 88     -        50.828  (meters)     166.76   (feet)  ADJUSTED  
 RC0642  ___________________________________________________________________
 RC0642  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 RC0642  DYNAMIC HT  -          50.827 (meters)     166.75  (feet)  COMP
 RC0642  MODELED GRAV-     980,600.3   (mgal)                       NAVD 88
 RC0642
 RC0642  VERT ORDER  -  FIRST     CLASS II
 RC0642
 RC0642.The horizontal coordinates were scaled from a topographic map and have
 RC0642.an estimated accuracy of +/- 6 seconds.
 RC0642
 RC0642.The orthometric height was determined by differential leveling
 RC0642.and adjusted in June 1991.
 RC0642
 RC0642.The geoid height was determined by GEOID03.
 RC0642
 RC0642.The dynamic height is computed by dividing the NAVD 88
 RC0642.geopotential number by the normal gravity value computed on the
 RC0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0642.degrees latitude (g = 980.6199 gals.).
 RC0642
 RC0642.The modeled gravity was interpolated from observed gravity values.
 RC0642
 RC0642;                    North         East    Units  Estimated Accuracy
 RC0642;SPC OR N     -   219,890.    2,462,450.      MT  (+/- 180 meters Scaled)
 RC0642
 RC0642                          SUPERSEDED SURVEY CONTROL
 RC0642
 RC0642  NGVD 29 (??/??/92)   49.828  (m)          163.48   (f) ADJ UNCH    1 2
 RC0642
 RC0642.Superseded values are not recommended for survey control.
 RC0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0642.See file dsdata.txt to determine how the superseded data were derived.
 RC0642
 RC0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR572565(NAD 83)
 RC0642_MARKER: DB = BENCH MARK DISK
 RC0642_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RC0642_SP_SET: BASE
 RC0642_STAMPING: G 491 1941
 RC0642_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC0642
 RC0642  HISTORY     - Date     Condition        Report By
 RC0642  HISTORY     - 1941     MONUMENTED       CGS
 RC0642  HISTORY     - 1956     MARK NOT FOUND   NGS
 RC0642
 RC0642                          STATION DESCRIPTION
 RC0642
 RC0642'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 RC0642'0.6 MI W FROM CELILO.
 RC0642'0.6 MILE WEST OF ON U.P. RR.  27 FEET SOUTH OF SOUTH TRACK, 33 FEET
 RC0642'NORTH OF HIGHWAY CENTERLINE, 9 FEET WEST OF ROAD NORTH ACROSS TRACKS,
 RC0642'IN BASE OF CONCRETE UP RIGHTS OF GATE.
 RC0642
 RC0642                          STATION RECOVERY (1956)
 RC0642
 RC0642'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 RC0642'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0598 ***********************************************************************
 NZ0598  DESIGNATION -  G 492 RESET
 NZ0598  PID         -  NZ0598
 NZ0598  STATE/COUNTY-  OR/JOSEPHINE
 NZ0598  USGS QUAD   -  BUCKSKIN PEAK (1996)
 NZ0598
 NZ0598                         *CURRENT SURVEY CONTROL
 NZ0598  ___________________________________________________________________
 NZ0598* NAD 83(1986)-  42 01 00.     (N)    123 46 09.     (W)     SCALED    
 NZ0598* NAVD 88     -       623.37   (meters)    2045.2    (feet)  RESET     
 NZ0598  ___________________________________________________________________
 NZ0598  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 NZ0598  VERT ORDER  -  THIRD
 NZ0598
 NZ0598.The horizontal coordinates were scaled from a topographic map and have
 NZ0598.an estimated accuracy of +/- 6 seconds.
 NZ0598
 NZ0598.The orthometric height was computed from unverified reset data.
 NZ0598
 NZ0598.The geoid height was determined by GEOID03.
 NZ0598
 NZ0598;                    North         East    Units  Estimated Accuracy
 NZ0598;SPC OR S     -    44,170.    1,229,260.      MT  (+/- 180 meters Scaled)
 NZ0598
 NZ0598                          SUPERSEDED SURVEY CONTROL
 NZ0598
 NZ0598.No superseded survey control is available for this station.
 NZ0598
 NZ0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM363519(NAD 83)
 NZ0598_MARKER: DB = BENCH MARK DISK
 NZ0598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ0598_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NZ0598_STAMPING: G 492 RESET 1972
 NZ0598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0598+STABILITY: SURFACE MOTION
 NZ0598
 NZ0598  HISTORY     - Date     Condition        Report By
 NZ0598  HISTORY     - 1972     MONUMENTED       NGS
 NZ0598
 NZ0598                          STATION DESCRIPTION
 NZ0598
 NZ0598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 NZ0598'6.4 MI SW FROM OBRIEN.
 NZ0598'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 199, AND WIMER ROAD, JUST
 NZ0598'NORTH OF THE OBRIEN POST OFFICE, GO SOUTHWEST ON WIMER ROAD FOR 5.4
 NZ0598'MILES TO THE BRIDGE OVER THE WEST FORK OF THE ILLINOIS RIVER, CROSS
 NZ0598'THE BRIDGE, AND CONTINUE SOUTHERLY ON WIMER ROAD FOR 1.0 MILE TO THE
 NZ0598'BENCH MARK ON THE RIGHT, 30 FEET NORTHWEST OF THE CENTER OF THE ROAD,
 NZ0598'OPPOSITE A TURNOUT, 1 FOOT NORTH OF A METAL WITNESS POST, AND 12 FEET
 NZ0598'HIGHER THAN THE ROAD SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT
 NZ0598'PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0177 ***********************************************************************
 OA0177  DESIGNATION -  G 494
 OA0177  PID         -  OA0177
 OA0177  STATE/COUNTY-  OR/CURRY
 OA0177  USGS QUAD   -  MOUNT EMILY (1989)
 OA0177
 OA0177                         *CURRENT SURVEY CONTROL
 OA0177  ___________________________________________________________________
 OA0177* NAD 83(1986)-  42 06 39.     (N)    124 11 17.     (W)     SCALED    
 OA0177* NAVD 88     -        28.490  (meters)      93.47   (feet)  POSTED    
 OA0177  ___________________________________________________________________
 OA0177  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 OA0177  DYNAMIC HT  -          28.480 (meters)      93.44  (feet)  COMP
 OA0177  MODELED GRAV-     980,315.1   (mgal)                       NAVD 88
 OA0177
 OA0177  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 OA0177
 OA0177.The horizontal coordinates were scaled from a topographic map and have
 OA0177.an estimated accuracy of +/- 6 seconds.
 OA0177
 OA0177.The orthometric height was determined by differential leveling
 OA0177.and adjusted by the  in 1992.
 OA0177.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 OA0177.was located on a no-check spur therefore a value was not computed.
 OA0177.No vertical observational check was made to the station.
 OA0177
 OA0177.The geoid height was determined by GEOID03.
 OA0177
 OA0177.The dynamic height is computed by dividing the NAVD 88
 OA0177.geopotential number by the normal gravity value computed on the
 OA0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0177.degrees latitude (g = 980.6199 gals.).
 OA0177
 OA0177.The modeled gravity was interpolated from observed gravity values.
 OA0177
 OA0177;                    North         East    Units  Estimated Accuracy
 OA0177;SPC OR S     -    56,060.    1,195,050.      MT  (+/- 180 meters Scaled)
 OA0177
 OA0177                          SUPERSEDED SURVEY CONTROL
 OA0177
 OA0177  NGVD 29 (??/??/92)   27.413  (m)           89.94   (f) ADJ UNCH    2 0
 OA0177
 OA0177.Superseded values are not recommended for survey control.
 OA0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0177.See file dsdata.txt to determine how the superseded data were derived.
 OA0177
 OA0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM017627(NAD 83)
 OA0177_MARKER: DB = BENCH MARK DISK
 OA0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OA0177_STAMPING: G 494 1942
 OA0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0177+STABILITY: SURFACE MOTION
 OA0177
 OA0177  HISTORY     - Date     Condition        Report By
 OA0177  HISTORY     - 1942     MONUMENTED       CGS
 OA0177  HISTORY     - 1964     GOOD             NGS
 OA0177  HISTORY     - 19850826 GOOD             USGS
 OA0177
 OA0177                          STATION DESCRIPTION
 OA0177
 OA0177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 OA0177'8.3 MI NE FROM BROOKINGS.
 OA0177'8.3 MILES NORTHEAST ALONG CHETCO AVENUE AND NORTH BANK ROAD FROM THE
 OA0177'BROOKINGS POST OFFICE, 0.1 MILE SOUTHWEST OF THE ENTRANCE TO LOEB
 OA0177'STATE PARK, 26 FEET SOUTHEAST OF THE CENTER OF NORTH BANK ROAD, 17
 OA0177'FEET SOUTHWEST OF THE SIGN, OREGON STATE PARKS LEOB PICNICKING, 1 FOOT
 OA0177'NORTHEAST OF A METAL WITNESS POST AND 1 FOOT ABOVE THE LEVEL OF THE
 OA0177'ROAD.  THE MONUMENT PROJECTS 5 INCHES.
 OA0177
 OA0177                          STATION RECOVERY (1985)
 OA0177
 OA0177'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (STB)
 OA0177'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0270 ***********************************************************************
 OA0270  DESIGNATION -  G 495
 OA0270  PID         -  OA0270
 OA0270  STATE/COUNTY-  OR/CURRY
 OA0270  USGS QUAD   -  SUNDOWN MTN (1986)
 OA0270
 OA0270                         *CURRENT SURVEY CONTROL
 OA0270  ___________________________________________________________________
 OA0270* NAD 83(1986)-  42 16 47.     (N)    124 18 55.     (W)     SCALED    
 OA0270* NAVD 88     -       105.636  (meters)     346.57   (feet)  POSTED    
 OA0270  ___________________________________________________________________
 OA0270  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 OA0270  DYNAMIC HT  -         105.600 (meters)     346.46  (feet)  COMP
 OA0270  MODELED GRAV-     980,292.9   (mgal)                       NAVD 88
 OA0270
 OA0270  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 OA0270
 OA0270.The horizontal coordinates were scaled from a topographic map and have
 OA0270.an estimated accuracy of +/- 6 seconds.
 OA0270
 OA0270.The orthometric height was determined by differential leveling
 OA0270.and adjusted by the  in 1992.
 OA0270.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 OA0270.was located on a no-check spur therefore a value was not computed.
 OA0270.No vertical observational check was made to the station.
 OA0270
 OA0270.The geoid height was determined by GEOID03.
 OA0270
 OA0270.The dynamic height is computed by dividing the NAVD 88
 OA0270.geopotential number by the normal gravity value computed on the
 OA0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0270.degrees latitude (g = 980.6199 gals.).
 OA0270
 OA0270.The modeled gravity was interpolated from observed gravity values.
 OA0270
 OA0270;                    North         East    Units  Estimated Accuracy
 OA0270;SPC OR S     -    75,270.    1,185,390.      MT  (+/- 180 meters Scaled)
 OA0270
 OA0270                          SUPERSEDED SURVEY CONTROL
 OA0270
 OA0270  NGVD 29 (??/??/92)  104.537  (m)          342.97   (f) ADJ UNCH    2 0
 OA0270
 OA0270.Superseded values are not recommended for survey control.
 OA0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0270.See file dsdata.txt to determine how the superseded data were derived.
 OA0270
 OA0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCM915816(NAD 83)
 OA0270_MARKER: DB = BENCH MARK DISK
 OA0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA0270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OA0270_STAMPING: G 495 1942
 OA0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0270+STABILITY: SURFACE MOTION
 OA0270
 OA0270  HISTORY     - Date     Condition        Report By
 OA0270  HISTORY     - 1942     MONUMENTED       CGS
 OA0270  HISTORY     - 1964     GOOD             NGS
 OA0270  HISTORY     - 1982     GOOD             USGS
 OA0270
 OA0270                          STATION DESCRIPTION
 OA0270
 OA0270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 OA0270'6.0 MI E FROM PISTOL RIVER.
 OA0270'6.0 MILES EAST ALONG PISTOL RIVER ROAD FROM THE PISTOL RIVER POST
 OA0270'OFFICE, 0.3 MILE SOUTHWEST OF A SMALL WOODEN CATTLE LOADING CHUTE, 220
 OA0270'FEET EAST OF A WOODEN CULVERT UNDER THE ROAD 22 FEET NORTH OF THE
 OA0270'CENTER OF THE ROAD AND 0.5 FOOT EAST OF A METAL WITNESS POST.  THE
 OA0270'MONUMENT PROJECTS 2 INCHES.
 OA0270
 OA0270                          STATION RECOVERY (1982)
 OA0270
 OA0270'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 OA0270'6.0 MILES EAST OF PISTOL RIVER ALONG THE PISTOL RIVER, 5.9 MILES EAST
 OA0270'OF PISTOL RIVER POST OFFICE ALONG COUNTY ROAD 690 TO OLD DIRT RD., TO
 OA0270'SOUTHEAST, THENCE 0.15 MILES SOUTH AND WEST ALONG OLD RD., 106 FT.
 OA0270'WEST OF EDGE OF CLEARING TO EAST, 70 FT. ENE OF LARGE SCRUB OAK TREE,
 OA0270'54 FT. EAST OF CURVE IN RD., 23 FT. NORTH OF AND ABOUT 5 FT. ABOVE
 OA0270'CENTERLINE OF RD., 0.5 FT. EAST OF STEEL WITNESS POST, SET IN TOP OF
 OA0270'CONCRETE POST AT GROUND LEVEL, STANDARD USC AND GS TABLET STAMPED 'G
 OA0270'495 1942'.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0434 ***********************************************************************
 QC0434  DESIGNATION -  G 497
 QC0434  PID         -  QC0434
 QC0434  STATE/COUNTY-  OR/WHEELER
 QC0434  USGS QUAD   -  DERR MEADOWS (1992)
 QC0434
 QC0434                         *CURRENT SURVEY CONTROL
 QC0434  ___________________________________________________________________
 QC0434* NAD 83(1986)-  44 28 30.     (N)    119 56 06.     (W)     SCALED    
 QC0434* NAVD 88     -      1552.756  (meters)    5094.33   (feet)  ADJUSTED  
 QC0434  ___________________________________________________________________
 QC0434  GEOID HEIGHT-         -18.98  (meters)                     GEOID03
 QC0434  DYNAMIC HT  -        1552.122 (meters)    5092.25  (feet)  COMP
 QC0434  MODELED GRAV-     980,154.0   (mgal)                       NAVD 88
 QC0434
 QC0434  VERT ORDER  -  SECOND    CLASS 0
 QC0434
 QC0434.The horizontal coordinates were scaled from a topographic map and have
 QC0434.an estimated accuracy of +/- 6 seconds.
 QC0434
 QC0434.The orthometric height was determined by differential leveling
 QC0434.and adjusted in June 1991.
 QC0434
 QC0434.The geoid height was determined by GEOID03.
 QC0434
 QC0434.The dynamic height is computed by dividing the NAVD 88
 QC0434.geopotential number by the normal gravity value computed on the
 QC0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0434.degrees latitude (g = 980.6199 gals.).
 QC0434
 QC0434.The modeled gravity was interpolated from observed gravity values.
 QC0434
 QC0434;                    North         East    Units  Estimated Accuracy
 QC0434;SPC OR N     -    89,980.    2,544,950.      MT  (+/- 180 meters Scaled)
 QC0434
 QC0434                          SUPERSEDED SURVEY CONTROL
 QC0434
 QC0434  NGVD 29 (??/??/92) 1551.507  (m)         5090.24   (f) ADJ UNCH    2 0
 QC0434
 QC0434.Superseded values are not recommended for survey control.
 QC0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0434.See file dsdata.txt to determine how the superseded data were derived.
 QC0434
 QC0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKK665288(NAD 83)
 QC0434_MARKER: DB = BENCH MARK DISK
 QC0434_SETTING: 80 = SET IN A BOULDER
 QC0434_SP_SET: BOULDER
 QC0434_STAMPING: G 497 1949
 QC0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0434+STABILITY: SURFACE MOTION
 QC0434
 QC0434  HISTORY     - Date     Condition        Report By
 QC0434  HISTORY     - 1949     MONUMENTED       CGS
 QC0434
 QC0434                          STATION DESCRIPTION
 QC0434
 QC0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 QC0434'3.6 MI N FROM DERR G.S..
 QC0434'3.6 MILES NORTH ALONG A FOREST SERVICE ROAD FROM DERR GUARD STATION,
 QC0434'0.1 MILE WEST OF A T JUNCTION WITH A ROAD LEADING TO BARNHOUSE
 QC0434'SPRINGS, IN THE TOP OF A LARGE BOULDER MARKED BY THE WHITE PAINTED
 QC0434'LETTERS BM, 14 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 3 1/2 FEET
 QC0434'WEST OF AN 8-INCH PINE TREE, AND ABOUT 4 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0421 ***********************************************************************
 NZ0421  DESIGNATION -  G 499
 NZ0421  PID         -  NZ0421
 NZ0421  STATE/COUNTY-  OR/DOUGLAS
 NZ0421  USGS QUAD   -  CANYONVILLE (1986)
 NZ0421
 NZ0421                         *CURRENT SURVEY CONTROL
 NZ0421  ___________________________________________________________________
 NZ0421* NAD 83(1986)-  42 56 47.     (N)    123 20 51.     (W)     SCALED    
 NZ0421* NAVD 88     -       205.242  (meters)     673.36   (feet)  ADJUSTED  
 NZ0421  ___________________________________________________________________
 NZ0421  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 NZ0421  DYNAMIC HT  -         205.185 (meters)     673.18  (feet)  COMP
 NZ0421  MODELED GRAV-     980,340.7   (mgal)                       NAVD 88
 NZ0421
 NZ0421  VERT ORDER  -  SECOND    CLASS 0
 NZ0421
 NZ0421.The horizontal coordinates were scaled from a topographic map and have
 NZ0421.an estimated accuracy of +/- 6 seconds.
 NZ0421
 NZ0421.The orthometric height was determined by differential leveling
 NZ0421.and adjusted in June 1991.
 NZ0421
 NZ0421.The geoid height was determined by GEOID03.
 NZ0421
 NZ0421.The dynamic height is computed by dividing the NAVD 88
 NZ0421.geopotential number by the normal gravity value computed on the
 NZ0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0421.degrees latitude (g = 980.6199 gals.).
 NZ0421
 NZ0421.The modeled gravity was interpolated from observed gravity values.
 NZ0421
 NZ0421;                    North         East    Units  Estimated Accuracy
 NZ0421;SPC OR S     -   146,100.    1,267,680.      MT  (+/- 180 meters Scaled)
 NZ0421
 NZ0421                          SUPERSEDED SURVEY CONTROL
 NZ0421
 NZ0421  NGVD 29 (??/??/92)  204.214  (m)          669.99   (f) ADJ UNCH    2 0
 NZ0421
 NZ0421.Superseded values are not recommended for survey control.
 NZ0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0421.See file dsdata.txt to determine how the superseded data were derived.
 NZ0421
 NZ0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN716549(NAD 83)
 NZ0421_MARKER: DB = BENCH MARK DISK
 NZ0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ0421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NZ0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0421+STABILITY: SURFACE MOTION
 NZ0421
 NZ0421  HISTORY     - Date     Condition        Report By
 NZ0421  HISTORY     - UNK      MONUMENTED       CGS
 NZ0421  HISTORY     - 1968     MARK NOT FOUND   NGS
 NZ0421  HISTORY     - 1983     MARK NOT FOUND   USGS
 NZ0421  HISTORY     - 1987     MARK NOT FOUND   NGS
 NZ0421
 NZ0421                          STATION DESCRIPTION
 NZ0421
 NZ0421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 NZ0421'1.3 MI NE FROM RIDDLE.
 NZ0421'0.2 MILE EAST ALONG MAIN STREET FROM THE SOUTHERN PACIFIC CO. RAILROAD
 NZ0421'STATION AT RIDDLE, THENCE 1.1 MILES NORTHEAST ALONG THE UMPQUA RIVER
 NZ0421'ROAD, 24 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 2.7 FEET
 NZ0421'SOUTHEAST OF A WITNESS POST, ABOUT 4 FEET HIGHER THAN THE ROAD, AND
 NZ0421'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE
 NZ0421'GROUND.  NOTE-- A ROAD APPROACH TO SOME DWELLINGS HAS BEEN BUILT AT
 NZ0421'THIS MILEAGE.
 NZ0421
 NZ0421                          STATION RECOVERY (1983)
 NZ0421
 NZ0421'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 NZ0421'MARK NOT FOUND.
 NZ0421
 NZ0421                          STATION RECOVERY (1987)
 NZ0421
 NZ0421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 NZ0421'THERE IS NOW A HOUSE AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0530 ***********************************************************************
 NY0530  DESIGNATION -  G 5
 NY0530  PID         -  NY0530
 NY0530  STATE/COUNTY-  OR/KLAMATH
 NY0530  USGS QUAD   -  SOLOMON BUTTE (1988)
 NY0530
 NY0530                         *CURRENT SURVEY CONTROL
 NY0530  ___________________________________________________________________
 NY0530* NAD 83(1986)-  42 37 39.     (N)    121 49 28.     (W)     SCALED    
 NY0530* NAVD 88     -      1321.067  (meters)    4334.20   (feet)  POSTED    
 NY0530  ___________________________________________________________________
 NY0530  GEOID HEIGHT-         -22.24  (meters)                     GEOID03
 NY0530  DYNAMIC HT  -        1320.310 (meters)    4331.72  (feet)  COMP
 NY0530  MODELED GRAV-     979,998.9   (mgal)                       NAVD 88
 NY0530
 NY0530  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NY0530
 NY0530.The horizontal coordinates were scaled from a topographic map and have
 NY0530.an estimated accuracy of +/- 6 seconds.
 NY0530
 NY0530.The orthometric height was determined by differential leveling
 NY0530.and adjusted by the  in 1992.
 NY0530.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NY0530.rate of 0.0 thru 1.0 mm/km.
 NY0530
 NY0530.The geoid height was determined by GEOID03.
 NY0530
 NY0530.The dynamic height is computed by dividing the NAVD 88
 NY0530.geopotential number by the normal gravity value computed on the
 NY0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0530.degrees latitude (g = 980.6199 gals.).
 NY0530
 NY0530.The modeled gravity was interpolated from observed gravity values.
 NY0530
 NY0530;                    North         East    Units  Estimated Accuracy
 NY0530;SPC OR S     -   107,590.    1,391,370.      MT  (+/- 180 meters Scaled)
 NY0530
 NY0530                          SUPERSEDED SURVEY CONTROL
 NY0530
 NY0530.No superseded survey control is available for this station.
 NY0530
 NY0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN963201(NAD 83)
 NY0530_MARKER: DB = BENCH MARK DISK
 NY0530_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NY0530_SP_SET: CULVERT
 NY0530_STAMPING: ELEV 4330.103 FT G 5 1919
 NY0530_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NY0530
 NY0530  HISTORY     - Date     Condition        Report By
 NY0530  HISTORY     - 1919     MONUMENTED       CGS
 NY0530  HISTORY     - 1954     MARK NOT FOUND   NGS
 NY0530
 NY0530                          STATION DESCRIPTION
 NY0530
 NY0530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NY0530'3.75 MI S FROM CALIMUS.
 NY0530'3-3/4 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM
 NY0530'CALIMUS, KLAMATH COUNTY, 0.3 MILE NORTH OF THE STATION AT BRAYMILL, AT
 NY0530'MILEAGE 461.4, AT A CULVERT IN A SMALL RAVINE BETWEEN TWO SANDSTONE
 NY0530'CUTS, IN THE TOP OF THE NORTH END OF THE EAST CONCRETE HEADWALL, AND
 NY0530'11.2 FEET FROM THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED
 NY0530'ELEV 4330.103 FT G 5 1919.  NOTE-- THE DESCRIBED LOCATION WAS FOUND,
 NY0530'BUT THE CONCRETE HEAD WALL WHERE THE BENCH MARK WAS SET LOCATION HAD
 NY0530'BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0449 ***********************************************************************
 NZ0449  DESIGNATION -  G 500
 NZ0449  PID         -  NZ0449
 NZ0449  STATE/COUNTY-  OR/DOUGLAS
 NZ0449  USGS QUAD   -  MILO (1986)
 NZ0449
 NZ0449                         *CURRENT SURVEY CONTROL
 NZ0449  ___________________________________________________________________
 NZ0449* NAD 83(1986)-  42 55 49.     (N)    123 02 58.     (W)     SCALED    
 NZ0449* NAVD 88     -       279.106  (meters)     915.70   (feet)  ADJUSTED  
 NZ0449  ___________________________________________________________________
 NZ0449  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 NZ0449  DYNAMIC HT  -         279.016 (meters)     915.40  (feet)  COMP
 NZ0449  MODELED GRAV-     980,292.8   (mgal)                       NAVD 88
 NZ0449
 NZ0449  VERT ORDER  -  SECOND    CLASS 0
 NZ0449
 NZ0449.The horizontal coordinates were scaled from a topographic map and have
 NZ0449.an estimated accuracy of +/- 6 seconds.
 NZ0449
 NZ0449.The orthometric height was determined by differential leveling
 NZ0449.and adjusted in June 1991.
 NZ0449
 NZ0449.The geoid height was determined by GEOID03.
 NZ0449
 NZ0449.The dynamic height is computed by dividing the NAVD 88
 NZ0449.geopotential number by the normal gravity value computed on the
 NZ0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0449.degrees latitude (g = 980.6199 gals.).
 NZ0449
 NZ0449.The modeled gravity was interpolated from observed gravity values.
 NZ0449
 NZ0449;                    North         East    Units  Estimated Accuracy
 NZ0449;SPC OR S     -   143,530.    1,291,930.      MT  (+/- 180 meters Scaled)
 NZ0449
 NZ0449                          SUPERSEDED SURVEY CONTROL
 NZ0449
 NZ0449  NGVD 29 (??/??/92)  278.067  (m)          912.29   (f) ADJ UNCH    2 0
 NZ0449
 NZ0449.Superseded values are not recommended for survey control.
 NZ0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0449.See file dsdata.txt to determine how the superseded data were derived.
 NZ0449
 NZ0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN959530(NAD 83)
 NZ0449_MARKER: DB = BENCH MARK DISK
 NZ0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ0449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NZ0449_STAMPING: G 500 1949
 NZ0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0449+STABILITY: SURFACE MOTION
 NZ0449
 NZ0449  HISTORY     - Date     Condition        Report By
 NZ0449  HISTORY     - 1949     MONUMENTED       CGS
 NZ0449  HISTORY     - 1969     GOOD             NGS
 NZ0449
 NZ0449                          STATION DESCRIPTION
 NZ0449
 NZ0449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 NZ0449'IN MILO.
 NZ0449'AT MILO, 300 FEET EAST OF THE MILO POST OFFICE, 85 FEET EAST OF MILE
 NZ0449'POST NO. 20, 45 FEET NORTHEAST OF THE NORTHEAST CORNER OF A 2-STORY
 NZ0449'WHITE HOUSE, 26 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 227, 5
 NZ0449'FEET NORTH OF A FENCE CORNER AND 1 FOOT EAST OF A METAL WITNESS POST
 NZ0449'SET IN A CYLINDRICAL CONCRETE MONUMENT THAT IS 12-INCHES IN DIAMETER
 NZ0449'AND PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0331 ***********************************************************************
 NZ0331  DESIGNATION -  G 501
 NZ0331  PID         -  NZ0331
 NZ0331  STATE/COUNTY-  OR/DOUGLAS
 NZ0331  USGS QUAD   -  RAGSDALE BUTTE (1989)
 NZ0331
 NZ0331                         *CURRENT SURVEY CONTROL
 NZ0331  ___________________________________________________________________
 NZ0331* NAD 83(1986)-  42 50 44.     (N)    122 46 14.     (W)     SCALED    
 NZ0331* NAVD 88     -      1293.493  (meters)    4243.73   (feet)  ADJUSTED  
 NZ0331  ___________________________________________________________________
 NZ0331  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 NZ0331  DYNAMIC HT  -        1293.022 (meters)    4242.19  (feet)  COMP
 NZ0331  MODELED GRAV-     980,207.8   (mgal)                       NAVD 88
 NZ0331
 NZ0331  VERT ORDER  -  SECOND    CLASS 0
 NZ0331
 NZ0331.The horizontal coordinates were scaled from a topographic map and have
 NZ0331.an estimated accuracy of +/- 6 seconds.
 NZ0331
 NZ0331.The orthometric height was determined by differential leveling
 NZ0331.and adjusted in June 1991.
 NZ0331
 NZ0331.The geoid height was determined by GEOID03.
 NZ0331
 NZ0331.The dynamic height is computed by dividing the NAVD 88
 NZ0331.geopotential number by the normal gravity value computed on the
 NZ0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0331.degrees latitude (g = 980.6199 gals.).
 NZ0331
 NZ0331.The modeled gravity was interpolated from observed gravity values.
 NZ0331
 NZ0331;                    North         East    Units  Estimated Accuracy
 NZ0331;SPC OR S     -   133,470.    1,314,430.      MT  (+/- 180 meters Scaled)
 NZ0331
 NZ0331                          SUPERSEDED SURVEY CONTROL
 NZ0331
 NZ0331  NGVD 29 (??/??/92) 1292.479  (m)         4240.41   (f) ADJ UNCH    2 0
 NZ0331
 NZ0331.Superseded values are not recommended for survey control.
 NZ0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0331.See file dsdata.txt to determine how the superseded data were derived.
 NZ0331
 NZ0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN187436(NAD 83)
 NZ0331_MARKER: DB = BENCH MARK DISK
 NZ0331_SETTING: 80 = SET IN A BOULDER
 NZ0331_SP_SET: BOULDER
 NZ0331_STAMPING: G 501 1949
 NZ0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0331+STABILITY: SURFACE MOTION
 NZ0331
 NZ0331  HISTORY     - Date     Condition        Report By
 NZ0331  HISTORY     - 1949     MONUMENTED       CGS
 NZ0331  HISTORY     - 1969     GOOD             NGS
 NZ0331
 NZ0331                          STATION DESCRIPTION
 NZ0331
 NZ0331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 NZ0331'2.6 MI SW FROM FAWN CAMP.
 NZ0331'2.6 MILES SOUTHWEST ALONG FOREST SERVICE ROAD 301 FROM FAWN CAMP, AT A
 NZ0331'POINT IN ROAD WHERE THE ROAD CROSSES A SMALL DRAW AND MAKES A RIGHT
 NZ0331'ANGLE TURN, 25 FEET WEST OF THE CENTER OF THE ROAD, 18 FEET EAST OF A
 NZ0331'4-FOOT FIR TREE SUPPORTING A TELEPHONE LINE, 10 FEET NORTHWEST OF THE
 NZ0331'SOUTHWEST END OF A CORRUGATED CULVERT, 3.5 FEET WEST OF A METAL
 NZ0331'WITNESS POST AND 2 FEET HIGHER THAN THE ROAD CEMENTED IN A DRILL HOLE
 NZ0331'IN A 4 BY 4 FOOT BOULDER THAT PROJECTS 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0367 ***********************************************************************
 NZ0367  DESIGNATION -  G 502
 NZ0367  PID         -  NZ0367
 NZ0367  STATE/COUNTY-  OR/JACKSON
 NZ0367  USGS QUAD   -  ABBOTT BUTTE (1989)
 NZ0367
 NZ0367                         *CURRENT SURVEY CONTROL
 NZ0367  ___________________________________________________________________
 NZ0367* NAD 83(1986)-  42 53 56.     (N)    122 33 15.     (W)     SCALED    
 NZ0367* NAVD 88     -      1306.166  (meters)    4285.31   (feet)  ADJUSTED  
 NZ0367  ___________________________________________________________________
 NZ0367  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 NZ0367  DYNAMIC HT  -        1305.607 (meters)    4283.48  (feet)  COMP
 NZ0367  MODELED GRAV-     980,145.2   (mgal)                       NAVD 88
 NZ0367
 NZ0367  VERT ORDER  -  SECOND    CLASS 0
 NZ0367
 NZ0367.The horizontal coordinates were scaled from a topographic map and have
 NZ0367.an estimated accuracy of +/- 6 seconds.
 NZ0367
 NZ0367.The orthometric height was determined by differential leveling
 NZ0367.and adjusted in June 1991.
 NZ0367
 NZ0367.The geoid height was determined by GEOID03.
 NZ0367
 NZ0367.The dynamic height is computed by dividing the NAVD 88
 NZ0367.geopotential number by the normal gravity value computed on the
 NZ0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0367.degrees latitude (g = 980.6199 gals.).
 NZ0367
 NZ0367.The modeled gravity was interpolated from observed gravity values.
 NZ0367
 NZ0367;                    North         East    Units  Estimated Accuracy
 NZ0367;SPC OR S     -   138,940.    1,332,260.      MT  (+/- 180 meters Scaled)
 NZ0367
 NZ0367                          SUPERSEDED SURVEY CONTROL
 NZ0367
 NZ0367  NGVD 29 (??/??/92) 1305.052  (m)         4281.66   (f) ADJ UNCH    2 0
 NZ0367
 NZ0367.Superseded values are not recommended for survey control.
 NZ0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0367.See file dsdata.txt to determine how the superseded data were derived.
 NZ0367
 NZ0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN363496(NAD 83)
 NZ0367_MARKER: DB = BENCH MARK DISK
 NZ0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ0367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NZ0367_STAMPING: G 502 1949
 NZ0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0367+STABILITY: SURFACE MOTION
 NZ0367
 NZ0367  HISTORY     - Date     Condition        Report By
 NZ0367  HISTORY     - 1949     MONUMENTED       CGS
 NZ0367  HISTORY     - 1967     GOOD             NGS
 NZ0367  HISTORY     - 19840831 MARK NOT FOUND   USPSQD
 NZ0367
 NZ0367                          STATION DESCRIPTION
 NZ0367
 NZ0367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 NZ0367'4.1 MI SE FROM HUCKLEBERRY GAP.
 NZ0367'4.1 MILES SOUTHEAST OF HUCKLEBERRY GAP ALONG FOREST SERVICE ROAD 3017
 NZ0367'TO THE JUNCTION WITH FOREST SERVICE ROAD 316A, CONTINUE EAST ON FOREST
 NZ0367'SERVICE ROAD 3017 FOR 0.25 MILE TO THE BENCH MARK ON THE LEFT, 85 FEET
 NZ0367'NORTH OF THE CENTER OF ROAD 3017, 44 FEET SOUTH OF THE CENTER OF THE
 NZ0367'OLD ROAD, 10 FEET SOUTHEAST OF A 3-FOOT FIR TREE WITH A TRIANGLE BLAZE
 NZ0367'AND 0.5 FOOT EAST OF A METAL WITNESS POST SET IN A CYLINDRICAL
 NZ0367'CONCRETE MONUMENT THAT IS 12 INCHES IN DIAMETER AND PROJECTS 1 INCH.
 NZ0367
 NZ0367                          STATION RECOVERY (1984)
 NZ0367
 NZ0367'RECOVERY NOTE BY US POWER SQUADRON 1984 (MHH)
 NZ0367'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1176 ***********************************************************************
 QD1176  DESIGNATION -  G 504
 QD1176  PID         -  QD1176
 QD1176  STATE/COUNTY-  OR/WASCO
 QD1176  USGS QUAD   -  FORT BUTTE (1996)
 QD1176
 QD1176                         *CURRENT SURVEY CONTROL
 QD1176  ___________________________________________________________________
 QD1176* NAD 83(1986)-  44 59 53.     (N)    121 38 57.     (W)     SCALED    
 QD1176* NAVD 88     -       933.881  (meters)    3063.91   (feet)  ADJUSTED  
 QD1176  ___________________________________________________________________
 QD1176  GEOID HEIGHT-         -21.03  (meters)                     GEOID03
 QD1176  DYNAMIC HT  -         933.652 (meters)    3063.16  (feet)  COMP
 QD1176  MODELED GRAV-     980,339.2   (mgal)                       NAVD 88
 QD1176
 QD1176  VERT ORDER  -  SECOND    CLASS 0
 QD1176
 QD1176.The horizontal coordinates were scaled from a topographic map and have
 QD1176.an estimated accuracy of +/- 6 seconds.
 QD1176
 QD1176.The orthometric height was determined by differential leveling
 QD1176.and adjusted in June 1991.
 QD1176
 QD1176.The geoid height was determined by GEOID03.
 QD1176
 QD1176.The dynamic height is computed by dividing the NAVD 88
 QD1176.geopotential number by the normal gravity value computed on the
 QD1176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1176.degrees latitude (g = 980.6199 gals.).
 QD1176
 QD1176.The modeled gravity was interpolated from observed gravity values.
 QD1176
 QD1176;                    North         East    Units  Estimated Accuracy
 QD1176;SPC OR N     -   148,590.    2,409,400.      MT  (+/- 180 meters Scaled)
 QD1176
 QD1176                          SUPERSEDED SURVEY CONTROL
 QD1176
 QD1176  NGVD 29 (??/??/92)  932.793  (m)         3060.34   (f) ADJ UNCH    2 0
 QD1176
 QD1176.Superseded values are not recommended for survey control.
 QD1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1176.See file dsdata.txt to determine how the superseded data were derived.
 QD1176
 QD1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ064836(NAD 83)
 QD1176_MARKER: DB = BENCH MARK DISK
 QD1176_SETTING: 66 = SET IN ROCK OUTCROP
 QD1176_SP_SET: ROCK LEDGE
 QD1176_STAMPING: G 504 1949
 QD1176_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QD1176+STABILITY: POSITION/ELEVATION WELL
 QD1176
 QD1176  HISTORY     - Date     Condition        Report By
 QD1176  HISTORY     - 1949     MONUMENTED       CGS
 QD1176
 QD1176                          STATION DESCRIPTION
 QD1176
 QD1176'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 QD1176'4.2 MI NW FROM SCHOOLIE PASTURE R.S..
 QD1176'4.2 MILES NORTHWEST ALONG THE CLACKAMAS LAKE ROAD FROM SCHOOLIE
 QD1176'PASTURE RANGER STATION, ON WARM SPRINGS INDIAN RESERVATION, ON THE
 QD1176'NORTHEAST SIDE OF A RAVINE, IN THE TOP OF A ROCK LEDGE ON THE WEST
 QD1176'SIDE OF AN OUTCROP, 100 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 QD1176'27 FEET SOUTHWEST OF A TRIANGLE-BLAZED 24-INCH FIR TREE, 12 FEET EAST
 QD1176'OF A TRIANGLE-BLAZED 30-INCH FIR TREE, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0042 ***********************************************************************
 QC0042  DESIGNATION -  G 505
 QC0042  PID         -  QC0042
 QC0042  STATE/COUNTY-  OR/MALHEUR
 QC0042  USGS QUAD   -  CASTLE ROCK (1990)
 QC0042
 QC0042                         *CURRENT SURVEY CONTROL
 QC0042  ___________________________________________________________________
 QC0042* NAD 83(1986)-  44 06 15.     (N)    118 12 01.     (W)     SCALED    
 QC0042* NAVD 88     -      1313.768  (meters)    4310.25   (feet)  ADJUSTED  
 QC0042  ___________________________________________________________________
 QC0042  GEOID HEIGHT-         -17.68  (meters)                     GEOID03
 QC0042  DYNAMIC HT  -        1313.108 (meters)    4308.09  (feet)  COMP
 QC0042  MODELED GRAV-     980,071.7   (mgal)                       NAVD 88
 QC0042
 QC0042  VERT ORDER  -  SECOND    CLASS 0
 QC0042
 QC0042.The horizontal coordinates were scaled from a topographic map and have
 QC0042.an estimated accuracy of +/- 6 seconds.
 QC0042
 QC0042.The orthometric height was determined by differential leveling
 QC0042.and adjusted in June 1991.
 QC0042
 QC0042.The geoid height was determined by GEOID03.
 QC0042
 QC0042.The dynamic height is computed by dividing the NAVD 88
 QC0042.geopotential number by the normal gravity value computed on the
 QC0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0042.degrees latitude (g = 980.6199 gals.).
 QC0042
 QC0042.The modeled gravity was interpolated from observed gravity values.
 QC0042
 QC0042;                    North         East    Units  Estimated Accuracy
 QC0042;SPC OR S     -   273,310.    1,684,110.      MT  (+/- 180 meters Scaled)
 QC0042
 QC0042                          SUPERSEDED SURVEY CONTROL
 QC0042
 QC0042  NGVD 29 (??/??/92) 1312.521  (m)         4306.16   (f) ADJ UNCH    2 0
 QC0042
 QC0042.Superseded values are not recommended for survey control.
 QC0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0042.See file dsdata.txt to determine how the superseded data were derived.
 QC0042
 QC0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ039841(NAD 83)
 QC0042_MARKER: DB = BENCH MARK DISK
 QC0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QC0042_STAMPING: G 505 1951
 QC0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0042+STABILITY: SURFACE MOTION
 QC0042
 QC0042  HISTORY     - Date     Condition        Report By
 QC0042  HISTORY     - 1951     MONUMENTED       CGS
 QC0042  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 QC0042
 QC0042                          STATION DESCRIPTION
 QC0042
 QC0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 QC0042'20.7 MI N FROM BEULAH.
 QC0042'20.7 MILES NORTH AND NORTHWEST ALONG A ROAD LEADING TO IRONSIDE FROM
 QC0042'THE SCHOOL HOUSE IN BEULAH, AT A FENCE LINE AND GATE ACROSS THE ROAD,
 QC0042'AND 0.1 MILE SOUTH OF FARM BUILDING EAST OF THE ROAD, 14 1/2 FEET WEST
 QC0042'OF THE CENTER LINE OF THE ROAD, 25 1/2 FEET EAST OF THE APPROXIMATE
 QC0042'CENTER OF THE CREEK AT A U TURN IN THE CREEK, 7.9 FEET WEST OF THE
 QC0042'WEST GATE POST, 2.8 FEET SOUTH OF THE FENCE LINE, 1.7 FEET NORTH OF
 QC0042'THE WITNESS POST, AND ABOUT LEVEL WITH THE ROAD, AND SET IN TOP OF A
 QC0042'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 QC0042
 QC0042                          STATION RECOVERY (1987)
 QC0042
 QC0042'RECOVERY NOTE BY US POWER SQUADRON 1987 (DMP)
 QC0042'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0023 ***********************************************************************
 QC0023  DESIGNATION -  G 506
 QC0023  PID         -  QC0023
 QC0023  STATE/COUNTY-  OR/MALHEUR
 QC0023  USGS QUAD   -  DE BORD PEAKS (1990)
 QC0023
 QC0023                         *CURRENT SURVEY CONTROL
 QC0023  ___________________________________________________________________
 QC0023* NAD 83(1986)-  44 14 46.     (N)    118 01 46.     (W)     SCALED    
 QC0023* NAVD 88     -      1280.403  (meters)    4200.79   (feet)  ADJUSTED  
 QC0023  ___________________________________________________________________
 QC0023  GEOID HEIGHT-         -17.47  (meters)                     GEOID03
 QC0023  DYNAMIC HT  -        1279.866 (meters)    4199.03  (feet)  COMP
 QC0023  MODELED GRAV-     980,154.4   (mgal)                       NAVD 88
 QC0023
 QC0023  VERT ORDER  -  SECOND    CLASS 0
 QC0023
 QC0023.The horizontal coordinates were scaled from a topographic map and have
 QC0023.an estimated accuracy of +/- 6 seconds.
 QC0023
 QC0023.The orthometric height was determined by differential leveling
 QC0023.and adjusted in June 1991.
 QC0023
 QC0023.The geoid height was determined by GEOID03.
 QC0023
 QC0023.The dynamic height is computed by dividing the NAVD 88
 QC0023.geopotential number by the normal gravity value computed on the
 QC0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0023.degrees latitude (g = 980.6199 gals.).
 QC0023
 QC0023.The modeled gravity was interpolated from observed gravity values.
 QC0023
 QC0023;                    North         East    Units  Estimated Accuracy
 QC0023;SPC OR S     -   289,460.    1,697,320.      MT  (+/- 180 meters Scaled)
 QC0023
 QC0023                          SUPERSEDED SURVEY CONTROL
 QC0023
 QC0023  NGVD 29 (??/??/92) 1279.235  (m)         4196.96   (f) ADJ UNCH    2 0
 QC0023
 QC0023.Superseded values are not recommended for survey control.
 QC0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0023.See file dsdata.txt to determine how the superseded data were derived.
 QC0023
 QC0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ178997(NAD 83)
 QC0023_MARKER: DB = BENCH MARK DISK
 QC0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QC0023_STAMPING: G 506 1951
 QC0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0023+STABILITY: SURFACE MOTION
 QC0023
 QC0023  HISTORY     - Date     Condition        Report By
 QC0023  HISTORY     - 1951     MONUMENTED       CGS
 QC0023
 QC0023                          STATION DESCRIPTION
 QC0023
 QC0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 QC0023'8.1 MI SW FROM IRONSIDE.
 QC0023'0.4 MILE WEST ALONG U.S. HIGHWAY 28 FROM THE POST OFFICE AND STORE IN
 QC0023'IRONSIDE, THENCE 7.7 MILES SOUTHWEST ALONG COUNTY ROAD, AT RANCH HOUSE
 QC0023'SOUTHEAST OF ROAD, 58.9 FEET NORTHWEST OF THE NORTH CORNER OF THE
 QC0023'RANCH HOUSE, 23 1/2 FEET SOUTHWEST OF THE CENTER OF WOODEN GATE AND
 QC0023'LANE LEADING SOUTHEAST, 20 1/2 FEET SOUTHEAST OF THE CENTER LINE OF
 QC0023'ROAD, 17 FEET WEST OF THE NORTHWEST AND NORTHEAST OF A ROW OF
 QC0023'COTTONWOOD TREES, 1.5 FEET NORTHWEST OF THE YARD FENCE, ABOUT 1/2 FOOT
 QC0023'HIGHER THAN ROAD, SET IN TOP OF CONCRETE POST PROJECTING 0.6 ABOVE THE
 QC0023'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0131 ***********************************************************************
 NW0131  DESIGNATION -  G 507
 NW0131  PID         -  NW0131
 NW0131  STATE/COUNTY-  OR/MALHEUR
 NW0131  USGS QUAD   -  PARSNIP PEAK (1969)
 NW0131
 NW0131                         *CURRENT SURVEY CONTROL
 NW0131  ___________________________________________________________________
 NW0131* NAD 83(1986)-  42 48 09.     (N)    117 01 37.     (W)     SCALED    
 NW0131* NAVD 88     -      1473.383  (meters)    4833.92   (feet)  ADJUSTED  
 NW0131  ___________________________________________________________________
 NW0131  GEOID HEIGHT-         -16.89  (meters)                     GEOID03
 NW0131  DYNAMIC HT  -        1472.525 (meters)    4831.11  (feet)  COMP
 NW0131  MODELED GRAV-     979,986.3   (mgal)                       NAVD 88
 NW0131
 NW0131  VERT ORDER  -  SECOND    CLASS 0
 NW0131
 NW0131.The horizontal coordinates were scaled from a topographic map and have
 NW0131.an estimated accuracy of +/- 6 seconds.
 NW0131
 NW0131.The orthometric height was determined by differential leveling
 NW0131.and adjusted in June 1991.
 NW0131
 NW0131.The geoid height was determined by GEOID03.
 NW0131
 NW0131.The dynamic height is computed by dividing the NAVD 88
 NW0131.geopotential number by the normal gravity value computed on the
 NW0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0131.degrees latitude (g = 980.6199 gals.).
 NW0131
 NW0131.The modeled gravity was interpolated from observed gravity values.
 NW0131
 NW0131;                    North         East    Units  Estimated Accuracy
 NW0131;SPC OR S     -   132,060.    1,784,000.      MT  (+/- 180 meters Scaled)
 NW0131
 NW0131                          SUPERSEDED SURVEY CONTROL
 NW0131
 NW0131  NGVD 29 (??/??/92) 1472.283  (m)         4830.32   (f) ADJ UNCH    2 0
 NW0131
 NW0131.Superseded values are not recommended for survey control.
 NW0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0131.See file dsdata.txt to determine how the superseded data were derived.
 NW0131
 NW0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH977388(NAD 83)
 NW0131_MARKER: DB = BENCH MARK DISK
 NW0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NW0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NW0131_STAMPING: G 507 1963
 NW0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NW0131+STABILITY: SURFACE MOTION
 NW0131
 NW0131  HISTORY     - Date     Condition        Report By
 NW0131  HISTORY     - 1963     MONUMENTED       CGS
 NW0131
 NW0131                          STATION DESCRIPTION
 NW0131
 NW0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 NW0131'14.75 MI SE FROM JORDAN VALLEY.
 NW0131'14.75 MILES SOUTHEAST ALONG A GRAVELED ROAD FROM THE JORDAN VALLEY
 NW0131'HOTEL AT JORDAN VALLEY, 0.45 MILE SOUTH-SOUTHWEST OF THE IDAHO-OREGON
 NW0131'STATE LINE, 0.1 MILE SOUTH-SOUTHWEST OF THE LONE TREE RANCHHOUSE,
 NW0131'ABOUT MIDWAY BETWEEN CURVES, 31 FEET EAST OF THE CENTER LINE OF THE
 NW0131'ROAD, 1.9 FEET WEST OF A WITNESS POST, 1 FOOT HIGHER THAN THE ROAD,
 NW0131'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 NW0131'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0171 ***********************************************************************
 RB0171  DESIGNATION -  G 508
 RB0171  PID         -  RB0171
 RB0171  STATE/COUNTY-  OR/UNION
 RB0171  USGS QUAD   -  MC INTYRE CREEK (1995)
 RB0171
 RB0171                         *CURRENT SURVEY CONTROL
 RB0171  ___________________________________________________________________
 RB0171* NAD 83(1986)-  45 15 08.     (N)    118 24 28.     (W)     SCALED    
 RB0171* NAVD 88     -      1045.666  (meters)    3430.66   (feet)  ADJUSTED  
 RB0171  ___________________________________________________________________
 RB0171  GEOID HEIGHT-         -17.73  (meters)                     GEOID03
 RB0171  DYNAMIC HT  -        1045.388 (meters)    3429.74  (feet)  COMP
 RB0171  MODELED GRAV-     980,314.7   (mgal)                       NAVD 88
 RB0171
 RB0171  VERT ORDER  -  SECOND    CLASS 0
 RB0171
 RB0171.The horizontal coordinates were scaled from a topographic map and have
 RB0171.an estimated accuracy of +/- 6 seconds.
 RB0171
 RB0171.The orthometric height was determined by differential leveling
 RB0171.and adjusted in June 1991.
 RB0171
 RB0171.The geoid height was determined by GEOID03.
 RB0171
 RB0171.The dynamic height is computed by dividing the NAVD 88
 RB0171.geopotential number by the normal gravity value computed on the
 RB0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0171.degrees latitude (g = 980.6199 gals.).
 RB0171
 RB0171.The modeled gravity was interpolated from observed gravity values.
 RB0171
 RB0171;                    North         East    Units  Estimated Accuracy
 RB0171;SPC OR N     -   178,320.    2,664,200.      MT  (+/- 180 meters Scaled)
 RB0171
 RB0171                          SUPERSEDED SURVEY CONTROL
 RB0171
 RB0171  NGVD 29 (??/??/92) 1044.545  (m)         3426.98   (f) ADJ UNCH    2 0
 RB0171
 RB0171.Superseded values are not recommended for survey control.
 RB0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0171.See file dsdata.txt to determine how the superseded data were derived.
 RB0171
 RB0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL895119(NAD 83)
 RB0171_MARKER: DB = BENCH MARK DISK
 RB0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0171_STAMPING: G 508 1951
 RB0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0171+STABILITY: SURFACE MOTION
 RB0171
 RB0171  HISTORY     - Date     Condition        Report By
 RB0171  HISTORY     - 1951     MONUMENTED       CGS
 RB0171
 RB0171                          STATION DESCRIPTION
 RB0171
 RB0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 RB0171'15.2 MI SW FROM HILGARD.
 RB0171'0.6 MILE EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT HILGARD,
 RB0171'THENCE 0.65 MILE WEST ALONG U. S. HIGHWAY 30, THENCE 13.95 MILES
 RB0171'SOUTHWEST ALONG THE STARKEY SECONDARY STATE HIGHWAY, AT A Y JUNCTION
 RB0171'OF A GRAVEL ROAD LEADING NORTH OF THE INSIDE OF A CURVE, 106 FEET
 RB0171'SOUTHEAST OF THE Y JUNCTION, 46 FEET WEST OF THE CENTER LINE OF A
 RB0171'DRIVE WAY TO A FARM HOUSE, 29 1/2 FEET SOUTH OF THE CENTER LINE OF THE
 RB0171'HIGHWAY, AND ABOUT 3 FEET HIGHER THAN THE HIGHWAY, 2 FEET NORTHWEST OF
 RB0171'A FENCE, 1.9 FEET NORTHEAST OF A WITNESS POST, AND SET IN THE TOP OF A
 RB0171'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0266 ***********************************************************************
 RB0266  DESIGNATION -  G 509
 RB0266  PID         -  RB0266
 RB0266  STATE/COUNTY-  OR/UMATILLA
 RB0266  USGS QUAD   -  LEHMAN SPRINGS (1995)
 RB0266
 RB0266                         *CURRENT SURVEY CONTROL
 RB0266  ___________________________________________________________________
 RB0266* NAD 83(1986)-  45 09 59.     (N)    118 40 04.     (W)     SCALED    
 RB0266* NAVD 88     -      1260.447  (meters)    4135.32   (feet)  ADJUSTED  
 RB0266  ___________________________________________________________________
 RB0266  GEOID HEIGHT-         -17.81  (meters)                     GEOID03
 RB0266  DYNAMIC HT  -        1260.044 (meters)    4133.99  (feet)  COMP
 RB0266  MODELED GRAV-     980,253.1   (mgal)                       NAVD 88
 RB0266
 RB0266  VERT ORDER  -  SECOND    CLASS 0
 RB0266
 RB0266.The horizontal coordinates were scaled from a topographic map and have
 RB0266.an estimated accuracy of +/- 6 seconds.
 RB0266
 RB0266.The orthometric height was determined by differential leveling
 RB0266.and adjusted in June 1991.
 RB0266
 RB0266.The geoid height was determined by GEOID03.
 RB0266
 RB0266.The dynamic height is computed by dividing the NAVD 88
 RB0266.geopotential number by the normal gravity value computed on the
 RB0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0266.degrees latitude (g = 980.6199 gals.).
 RB0266
 RB0266.The modeled gravity was interpolated from observed gravity values.
 RB0266
 RB0266;                    North         East    Units  Estimated Accuracy
 RB0266;SPC OR N     -   168,280.    2,644,020.      MT  (+/- 180 meters Scaled)
 RB0266
 RB0266                          SUPERSEDED SURVEY CONTROL
 RB0266
 RB0266  NGVD 29 (??/??/92) 1259.262  (m)         4131.43   (f) ADJ UNCH    2 0
 RB0266
 RB0266.Superseded values are not recommended for survey control.
 RB0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0266.See file dsdata.txt to determine how the superseded data were derived.
 RB0266
 RB0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL689027(NAD 83)
 RB0266_MARKER: DB = BENCH MARK DISK
 RB0266_SETTING: 66 = SET IN ROCK OUTCROP
 RB0266_SP_SET: ROCK OUTCROP
 RB0266_STAMPING: G 509 1951
 RB0266_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RB0266+STABILITY: POSITION/ELEVATION WELL
 RB0266
 RB0266  HISTORY     - Date     Condition        Report By
 RB0266  HISTORY     - 1951     MONUMENTED       CGS
 RB0266
 RB0266                          STATION DESCRIPTION
 RB0266
 RB0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 RB0266'16.6 MI E FROM UKIAH.
 RB0266'16.6 MILES EAST ALONG THE HILGARD ROAD FROM THE POST OFFICE AT UKIAH,
 RB0266'ABOUT 300 FEET SOUTH OF THE T JUNCTION OF A GRAVEL ROAD LEADING SOUTH
 RB0266'TO LEHMAN SPRING, AND SET IN THE TOP OF THE EAST END OF A ROCK OUTCROP
 RB0266'PROJECTING ABOUT 2 1/2 FEET ABOVE THE GROUND, 319 FEET SOUTHWEST OF
 RB0266'THE CENTER LINE OF THE HILGARD ROAD, 129 1/2 FEET SOUTHWEST OF THE
 RB0266'SOUTHWEST CORNER OF A LOG BRIDGE OVER CAMAS CREEK, 82 1/2 FEET WEST OF
 RB0266'THE CENTER LINE OF THE GRAVEL ROAD, AND ABOUT 12 FEET HIGHER THAN THE
 RB0266'HILGARD ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0985 ***********************************************************************
 RD0985  DESIGNATION -  G 51
 RD0985  PID         -  RD0985
 RD0985  STATE/COUNTY-  OR/POLK
 RD0985  USGS QUAD   -  SHERIDAN (1992)
 RD0985
 RD0985                         *CURRENT SURVEY CONTROL
 RD0985  ___________________________________________________________________
 RD0985* NAD 83(1986)-  45 03 00.     (N)    123 30 01.     (W)     SCALED    
 RD0985* NAVD 88     -        77.041  (meters)     252.76   (feet)  ADJUSTED  
 RD0985  ___________________________________________________________________
 RD0985  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 RD0985  DYNAMIC HT  -          77.043 (meters)     252.77  (feet)  COMP
 RD0985  MODELED GRAV-     980,646.4   (mgal)                       NAVD 88
 RD0985
 RD0985  VERT ORDER  -  FIRST     CLASS II
 RD0985
 RD0985.The horizontal coordinates were scaled from a topographic map and have
 RD0985.an estimated accuracy of +/- 6 seconds.
 RD0985
 RD0985.The orthometric height was determined by differential leveling
 RD0985.and adjusted in June 1991.
 RD0985
 RD0985.The geoid height was determined by GEOID03.
 RD0985
 RD0985.The dynamic height is computed by dividing the NAVD 88
 RD0985.geopotential number by the normal gravity value computed on the
 RD0985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0985.degrees latitude (g = 980.6199 gals.).
 RD0985
 RD0985.The modeled gravity was interpolated from observed gravity values.
 RD0985
 RD0985;                    North         East    Units  Estimated Accuracy
 RD0985;SPC OR N     -   158,110.    2,263,720.      MT  (+/- 180 meters Scaled)
 RD0985
 RD0985                          SUPERSEDED SURVEY CONTROL
 RD0985
 RD0985  NGVD 29 (??/??/92)   75.995  (m)          249.33   (f) ADJ UNCH    1 2
 RD0985
 RD0985.Superseded values are not recommended for survey control.
 RD0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0985.See file dsdata.txt to determine how the superseded data were derived.
 RD0985
 RD0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ606886(NAD 83)
 RD0985_MARKER: DB = BENCH MARK DISK
 RD0985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0985_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0985_STAMPING: G 51 1930
 RD0985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0985+STABILITY: SURFACE MOTION
 RD0985
 RD0985  HISTORY     - Date     Condition        Report By
 RD0985  HISTORY     - 1930     MONUMENTED       CGS
 RD0985
 RD0985                          STATION DESCRIPTION
 RD0985
 RD0985'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 RD0985'7.0 MI E FROM GRANDE RONDE.
 RD0985'SET IN CONCRETE POST 36 FEET SOUTH OF CENTERLINE OF MCMINVILLE HIGHWAY
 RD0985'AND 18 FEET WEST OF WEST SIDE OF WALLACE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0923 ***********************************************************************
 RA0923  DESIGNATION -  G 514
 RA0923  PID         -  RA0923
 RA0923  STATE/COUNTY-  OR/UNION
 RA0923  USGS QUAD   -  ELGIN (1995)
 RA0923
 RA0923                         *CURRENT SURVEY CONTROL
 RA0923  ___________________________________________________________________
 RA0923* NAD 83(1986)-  45 34 02.     (N)    117 57 00.     (W)     SCALED    
 RA0923* NAVD 88     -       851.356  (meters)    2793.16   (feet)  ADJUSTED  
 RA0923  ___________________________________________________________________
 RA0923  GEOID HEIGHT-         -18.10  (meters)                     GEOID03
 RA0923  DYNAMIC HT  -         851.181 (meters)    2792.58  (feet)  COMP
 RA0923  MODELED GRAV-     980,382.8   (mgal)                       NAVD 88
 RA0923
 RA0923  VERT ORDER  -  SECOND    CLASS 0
 RA0923
 RA0923.The horizontal coordinates were scaled from a topographic map and have
 RA0923.an estimated accuracy of +/- 6 seconds.
 RA0923
 RA0923.The orthometric height was determined by differential leveling
 RA0923.and adjusted in June 1991.
 RA0923
 RA0923.The geoid height was determined by GEOID03.
 RA0923
 RA0923.The dynamic height is computed by dividing the NAVD 88
 RA0923.geopotential number by the normal gravity value computed on the
 RA0923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0923.degrees latitude (g = 980.6199 gals.).
 RA0923
 RA0923.The modeled gravity was interpolated from observed gravity values.
 RA0923
 RA0923;                    North         East    Units  Estimated Accuracy
 RA0923;SPC OR N     -   214,340.    2,699,020.      MT  (+/- 180 meters Scaled)
 RA0923
 RA0923                          SUPERSEDED SURVEY CONTROL
 RA0923
 RA0923  NGVD 29 (??/??/92)  850.243  (m)         2789.51   (f) ADJ UNCH    2 0
 RA0923
 RA0923.Superseded values are not recommended for survey control.
 RA0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0923.See file dsdata.txt to determine how the superseded data were derived.
 RA0923
 RA0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML258464(NAD 83)
 RA0923_MARKER: DB = BENCH MARK DISK
 RA0923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RA0923_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RA0923_STAMPING: G 514 1952
 RA0923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0923+STABILITY: SURFACE MOTION
 RA0923
 RA0923  HISTORY     - Date     Condition        Report By
 RA0923  HISTORY     - 1952     MONUMENTED       CGS
 RA0923  HISTORY     - 1988     GOOD             USPSQD
 RA0923
 RA0923                          STATION DESCRIPTION
 RA0923
 RA0923'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 RA0923'1.7 MI W FROM ELGIN.
 RA0923'0.1 MILE SOUTH ALONG STATE HIGHWAY 82 FROM THE CITY HALL AT ELGIN,
 RA0923'THENCE 1.6 MILES WEST ALONG STATE HIGHWAY 204, 84 FEET NORTHEAST OF
 RA0923'THE EAST END OF A ROCKY CUT, 37.5 FEET NORTH OF THE CENTER LINE OF THE
 RA0923'HIGHWAY, 2.2 FEET SOUTH OF A FENCE, 1.9 FEET SOUTHWEST OF A WITNESS
 RA0923'POST, ABOUT 1 FOOT HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 RA0923'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 RA0923
 RA0923                          STATION RECOVERY (1988)
 RA0923
 RA0923'RECOVERY NOTE BY US POWER SQUADRON 1988 (RCC)
 RA0923'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0044 ***********************************************************************
 RB0044  DESIGNATION -  G 515
 RB0044  PID         -  RB0044
 RB0044  STATE/COUNTY-  OR/UMATILLA
 RB0044  USGS QUAD   -  WESTON MOUNTAIN (1974)
 RB0044
 RB0044                         *CURRENT SURVEY CONTROL
 RB0044  ___________________________________________________________________
 RB0044* NAD 83(1986)-  45 47 18.     (N)    118 16 29.     (W)     SCALED    
 RB0044* NAVD 88     -      1069.203  (meters)    3507.88   (feet)  ADJUSTED  
 RB0044  ___________________________________________________________________
 RB0044  GEOID HEIGHT-         -19.47  (meters)                     GEOID03
 RB0044  DYNAMIC HT  -        1068.985 (meters)    3507.16  (feet)  COMP
 RB0044  MODELED GRAV-     980,374.5   (mgal)                       NAVD 88
 RB0044
 RB0044  VERT ORDER  -  SECOND    CLASS 0
 RB0044
 RB0044.The horizontal coordinates were scaled from a topographic map and have
 RB0044.an estimated accuracy of +/- 6 seconds.
 RB0044
 RB0044.The orthometric height was determined by differential leveling
 RB0044.and adjusted in June 1991.
 RB0044
 RB0044.The geoid height was determined by GEOID03.
 RB0044
 RB0044.The dynamic height is computed by dividing the NAVD 88
 RB0044.geopotential number by the normal gravity value computed on the
 RB0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0044.degrees latitude (g = 980.6199 gals.).
 RB0044
 RB0044.The modeled gravity was interpolated from observed gravity values.
 RB0044
 RB0044;                    North         East    Units  Estimated Accuracy
 RB0044;SPC OR N     -   238,150.    2,673,000.      MT  (+/- 180 meters Scaled)
 RB0044
 RB0044                          SUPERSEDED SURVEY CONTROL
 RB0044
 RB0044  NGVD 29 (??/??/92) 1068.055  (m)         3504.11   (f) ADJ UNCH    2 0
 RB0044
 RB0044.Superseded values are not recommended for survey control.
 RB0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0044.See file dsdata.txt to determine how the superseded data were derived.
 RB0044
 RB0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML009713(NAD 83)
 RB0044_MARKER: DB = BENCH MARK DISK
 RB0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0044_STAMPING: G 515 1952
 RB0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0044+STABILITY: SURFACE MOTION
 RB0044
 RB0044  HISTORY     - Date     Condition        Report By
 RB0044  HISTORY     - 1952     MONUMENTED       CGS
 RB0044
 RB0044                          STATION DESCRIPTION
 RB0044
 RB0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 RB0044'10.7 MI W FROM TOLL GATE.
 RB0044'10.7 MILES WEST ALONG STATE HIGHWAY 204 FROM THE POST OFFICE AT TOLL
 RB0044'GATE, DIRECTLY ACROSS THE HIGHWAY FROM A SMALL FRAME HOUSE, 70 1/2
 RB0044'FEET NORTHEAST OF A T IN A FENCE LINE, 31.3 FEET NORTHWEST OF THE
 RB0044'CENTER LINE OF THE HIGHWAY, 21 1/2 FEET NORTHEAST OF THE NORTHEAST END
 RB0044'OF A CUT, 2.3 FEET SOUTHEAST OF A FENCE, 1.5 FEET SOUTHWEST OF A
 RB0044'WITNESS POST, ABOUT 1 FOOT LOWER THAN THE HIGHWAY, AND SET IN THE TOP
 RB0044'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1614 ***********************************************************************
 RC1614  DESIGNATION -  G 516
 RC1614  PID         -  RC1614
 RC1614  STATE/COUNTY-  OR/HOOD RIVER
 RC1614  USGS QUAD   -  CARSON (1994)
 RC1614
 RC1614                         *CURRENT SURVEY CONTROL
 RC1614  ___________________________________________________________________
 RC1614* NAD 83(1986)-  45 40 35.     (N)    121 52 31.     (W)     SCALED    
 RC1614* NAVD 88     -        46.931  (meters)     153.97   (feet)  ADJUSTED  
 RC1614  ___________________________________________________________________
 RC1614  GEOID HEIGHT-         -21.72  (meters)                     GEOID03
 RC1614  DYNAMIC HT  -          46.929 (meters)     153.97  (feet)  COMP
 RC1614  MODELED GRAV-     980,585.2   (mgal)                       NAVD 88
 RC1614
 RC1614  VERT ORDER  -  SECOND    CLASS 0
 RC1614
 RC1614.The horizontal coordinates were scaled from a topographic map and have
 RC1614.an estimated accuracy of +/- 6 seconds.
 RC1614
 RC1614.The orthometric height was determined by differential leveling
 RC1614.and adjusted in June 1991.
 RC1614
 RC1614.The geoid height was determined by GEOID03.
 RC1614
 RC1614.The dynamic height is computed by dividing the NAVD 88
 RC1614.geopotential number by the normal gravity value computed on the
 RC1614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1614.degrees latitude (g = 980.6199 gals.).
 RC1614
 RC1614.The modeled gravity was interpolated from observed gravity values.
 RC1614
 RC1614;                    North         East    Units  Estimated Accuracy
 RC1614;SPC OR N     -   224,240.    2,392,860.      MT  (+/- 180 meters Scaled)
 RC1614
 RC1614                          SUPERSEDED SURVEY CONTROL
 RC1614
 RC1614  NGVD 29 (??/??/92)   45.912  (m)          150.63   (f) ADJ UNCH    2 0
 RC1614
 RC1614.Superseded values are not recommended for survey control.
 RC1614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1614.See file dsdata.txt to determine how the superseded data were derived.
 RC1614
 RC1614_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER875587(NAD 83)
 RC1614_MARKER: DB = BENCH MARK DISK
 RC1614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC1614_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC1614_STAMPING: G 516 1957
 RC1614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1614+STABILITY: SURFACE MOTION
 RC1614
 RC1614  HISTORY     - Date     Condition        Report By
 RC1614  HISTORY     - 1951     MONUMENTED       CGS
 RC1614  HISTORY     - 1987     MARK NOT FOUND   NGS
 RC1614  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 RC1614
 RC1614                          STATION DESCRIPTION
 RC1614
 RC1614'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 RC1614'1.2 MI N FROM CASCADE LOCKS.
 RC1614'0.6 MILE NORTHEAST ALONG U.S. HIGHWAY 30 FROM THE POST OFFICE AT
 RC1614'CASCADE LOCKS, THENCE 0.6 MILE NORTH ALONG FOREST LANE (FORMERLY U.S.
 RC1614'HIGHWAY 30), AT THE CASCADE LOCKS-STEVENSON EMERGENCY AIRPORT, IN T 2
 RC1614'N - R 8 E, 5.1 FEET EAST OF THE EAST IRON POLE GATE POST, 6.4 FEET
 RC1614'WEST OF AN IRON POLE TURNSTILE, 1.4 FEET NORTH OF A MESH WIRE FENCE,
 RC1614'2.2 FEET WEST OF A WITNESS POST, AND SET IN A CONCRETE POST FLUSH WITH
 RC1614'THE GROUND.
 RC1614
 RC1614                          STATION RECOVERY (1987)
 RC1614
 RC1614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RC1614'NOT RECOVERED.
 RC1614
 RC1614                          STATION RECOVERY (1989)
 RC1614
 RC1614'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RC1614'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0910 ***********************************************************************
 RB0910  DESIGNATION -  G 517
 RB0910  PID         -  RB0910
 RB0910  STATE/COUNTY-  OR/MORROW
 RB0910  USGS QUAD   -  CLARKE (1993)
 RB0910
 RB0910                         *CURRENT SURVEY CONTROL
 RB0910  ___________________________________________________________________
 RB0910* NAD 83(1986)-  45 47 33.     (N)    119 37 24.     (W)     SCALED    
 RB0910* NAVD 88     -       165.378  (meters)     542.58   (feet)  ADJUSTED  
 RB0910  ___________________________________________________________________
 RB0910  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 RB0910  DYNAMIC HT  -         165.375 (meters)     542.57  (feet)  COMP
 RB0910  MODELED GRAV-     980,594.0   (mgal)                       NAVD 88
 RB0910
 RB0910  VERT ORDER  -  SECOND    CLASS 0
 RB0910
 RB0910.The horizontal coordinates were scaled from a topographic map and have
 RB0910.an estimated accuracy of +/- 6 seconds.
 RB0910
 RB0910.The orthometric height was determined by differential leveling
 RB0910.and adjusted in June 1991.
 RB0910
 RB0910.The geoid height was determined by GEOID03.
 RB0910
 RB0910.The dynamic height is computed by dividing the NAVD 88
 RB0910.geopotential number by the normal gravity value computed on the
 RB0910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0910.degrees latitude (g = 980.6199 gals.).
 RB0910
 RB0910.The modeled gravity was interpolated from observed gravity values.
 RB0910
 RB0910;                    North         East    Units  Estimated Accuracy
 RB0910;SPC OR N     -   236,600.    2,568,160.      MT  (+/- 180 meters Scaled)
 RB0910
 RB0910                          SUPERSEDED SURVEY CONTROL
 RB0910
 RB0910  NGVD 29 (??/??/92)  164.360  (m)          539.24   (f) ADJ UNCH    2 0
 RB0910
 RB0910.Superseded values are not recommended for survey control.
 RB0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0910.See file dsdata.txt to determine how the superseded data were derived.
 RB0910
 RB0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKL961743(NAD 83)
 RB0910_MARKER: DB = BENCH MARK DISK
 RB0910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0910_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0910_STAMPING: G 517 1959
 RB0910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0910+STABILITY: SURFACE MOTION
 RB0910
 RB0910  HISTORY     - Date     Condition        Report By
 RB0910  HISTORY     - 1959     MONUMENTED       CGS
 RB0910
 RB0910                          STATION DESCRIPTION
 RB0910
 RB0910'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RB0910'6.3 MI SE FROM MESSNER.
 RB0910'0.2 MILE WEST ALONG SAM BOARDMAN AVENUE FROM THE SECTION FOREMANS
 RB0910'HOUSE AT MESSNER, THENCE 0.45 MILE SOUTH ALONG A GRAVEL ROAD, THENCE
 RB0910'2.8 MILES EAST ALONG U.S. HIGHWAY 30, THENCE 2.85 MILES SOUTH ALONG A
 RB0910'GRAVEL ROAD, 0.6 MILE NORTH OF THE T JUNCTION OF A GRADED ROAD WEST,
 RB0910'59 FEET WEST OF THE CENTER LINE OF THE ROAD, 1.2 FEET WEST OF A
 RB0910'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 RB0910'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0866 ***********************************************************************
 RB0866  DESIGNATION -  G 517 X
 RB0866  PID         -  RB0866
 RB0866  STATE/COUNTY-  OR/MORROW
 RB0866  USGS QUAD   -  IONE SOUTH (1968)
 RB0866
 RB0866                         *CURRENT SURVEY CONTROL
 RB0866  ___________________________________________________________________
 RB0866* NAD 83(1986)-  45 29 57.     (N)    119 47 31.     (W)     SCALED    
 RB0866* NAVD 88     -       348.144  (meters)    1142.20   (feet)  ADJUSTED  
 RB0866  ___________________________________________________________________
 RB0866  GEOID HEIGHT-         -21.27  (meters)                     GEOID03
 RB0866  DYNAMIC HT  -         348.110 (meters)    1142.09  (feet)  COMP
 RB0866  MODELED GRAV-     980,508.6   (mgal)                       NAVD 88
 RB0866
 RB0866  VERT ORDER  -  SECOND    CLASS 0
 RB0866
 RB0866.The horizontal coordinates were scaled from a topographic map and have
 RB0866.an estimated accuracy of +/- 6 seconds.
 RB0866
 RB0866.The orthometric height was determined by differential leveling
 RB0866.and adjusted in June 1991.
 RB0866
 RB0866.The geoid height was determined by GEOID03.
 RB0866
 RB0866.The dynamic height is computed by dividing the NAVD 88
 RB0866.geopotential number by the normal gravity value computed on the
 RB0866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0866.degrees latitude (g = 980.6199 gals.).
 RB0866
 RB0866.The modeled gravity was interpolated from observed gravity values.
 RB0866
 RB0866;                    North         East    Units  Estimated Accuracy
 RB0866;SPC OR N     -   203,870.    2,555,340.      MT  (+/- 180 meters Scaled)
 RB0866
 RB0866                          SUPERSEDED SURVEY CONTROL
 RB0866
 RB0866  NGVD 29 (??/??/92)  347.11   (m)         1138.8    (f) COMPUTED    2 0
 RB0866
 RB0866.Superseded values are not recommended for survey control.
 RB0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0866.See file dsdata.txt to determine how the superseded data were derived.
 RB0866
 RB0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKL818421(NAD 83)
 RB0866_MARKER: DB = BENCH MARK DISK
 RB0866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0866_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0866_STAMPING: G 517 X 1959
 RB0866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0866+STABILITY: SURFACE MOTION
 RB0866
 RB0866  HISTORY     - Date     Condition        Report By
 RB0866  HISTORY     - 1959     MONUMENTED       CGS
 RB0866
 RB0866                          STATION DESCRIPTION
 RB0866
 RB0866'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RB0866'1.75 MI E FROM IONE.
 RB0866'1.75 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 RB0866'IONE, 92 FEET NORTHEAST AND ACROSS THE TRACK FROM MILEPOLE 30, AT THE
 RB0866'CROSSING OF A DIM DIRT ROAD, AT A RIGHT ANGLE TURN IN A POWER LINE,
 RB0866'49.4 FEET NORTH OF THE NORTH RAIL, 27 FEET SOUTH OF THE CENTER LINE OF
 RB0866'STATE HIGHWAY 74, 20 FEET WEST OF THE CENTER LINE OF THE DIM ROAD, 1
 RB0866'FOOT SOUTHWEST OF A POWER POLE, 1.5 FEET SOUTH OF A WITNESS POST,
 RB0866'ABOUT 1 FOOT LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 RB0866'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0546 ***********************************************************************
 RB0546  DESIGNATION -  G 518
 RB0546  PID         -  RB0546
 RB0546  STATE/COUNTY-  OR/MORROW
 RB0546  USGS QUAD   -  STRAWBERRY CANYON SE (1968)
 RB0546
 RB0546                         *CURRENT SURVEY CONTROL
 RB0546  ___________________________________________________________________
 RB0546* NAD 83(1986)-  45 36 08.     (N)    119 31 07.     (W)     SCALED    
 RB0546* NAVD 88     -       330.806  (meters)    1085.32   (feet)  ADJUSTED  
 RB0546  ___________________________________________________________________
 RB0546  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 RB0546  DYNAMIC HT  -         330.779 (meters)    1085.23  (feet)  COMP
 RB0546  MODELED GRAV-     980,525.9   (mgal)                       NAVD 88
 RB0546
 RB0546  VERT ORDER  -  SECOND    CLASS 0
 RB0546
 RB0546.The horizontal coordinates were scaled from a topographic map and have
 RB0546.an estimated accuracy of +/- 6 seconds.
 RB0546
 RB0546.The orthometric height was determined by differential leveling
 RB0546.and adjusted in June 1991.
 RB0546
 RB0546.The geoid height was determined by GEOID03.
 RB0546
 RB0546.The dynamic height is computed by dividing the NAVD 88
 RB0546.geopotential number by the normal gravity value computed on the
 RB0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0546.degrees latitude (g = 980.6199 gals.).
 RB0546
 RB0546.The modeled gravity was interpolated from observed gravity values.
 RB0546
 RB0546;                    North         East    Units  Estimated Accuracy
 RB0546;SPC OR N     -   215,550.    2,576,560.      MT  (+/- 180 meters Scaled)
 RB0546
 RB0546                          SUPERSEDED SURVEY CONTROL
 RB0546
 RB0546  NGVD 29 (??/??/92)  329.774  (m)         1081.93   (f) ADJ UNCH    2 0
 RB0546
 RB0546.Superseded values are not recommended for survey control.
 RB0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0546.See file dsdata.txt to determine how the superseded data were derived.
 RB0546
 RB0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL035529(NAD 83)
 RB0546_MARKER: DB = BENCH MARK DISK
 RB0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0546_STAMPING: G 518 1959
 RB0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0546+STABILITY: SURFACE MOTION
 RB0546
 RB0546  HISTORY     - Date     Condition        Report By
 RB0546  HISTORY     - 1959     MONUMENTED       CGS
 RB0546
 RB0546                          STATION DESCRIPTION
 RB0546
 RB0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RB0546'15.55 MI NE FROM LEXINGTON.
 RB0546'15.55 MILES NORTHEAST ALONG STATE HIGHWAY 207 FROM THE PUBLIC SCHOOL
 RB0546'AT LEXINGTON, 0.2 MILE NORTHEAST OF MILEPOST 15, 108 FEET
 RB0546'NORTH-NORTHEAST OF THE CENTER OF THE JUNCTION OF A DIRT ROAD NORTHWEST
 RB0546'AND A GRAVEL ROAD SOUTHEAST, 31 FEET NORTHWEST OF THE CENTER LINE OF
 RB0546'THE HIGHWAY, 46 FEET EAST OF THE CENTER LINE OF THE DIRT ROAD, 1 1/2
 RB0546'FEET NORTHEAST OF A POWER POLE, 1.7 FEET NORTHWEST OF A WITNESS POST,
 RB0546'ABOUT 1 FOOT LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 RB0546'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0958 ***********************************************************************
 RB0958  DESIGNATION -  G 519
 RB0958  PID         -  RB0958
 RB0958  STATE/COUNTY-  OR/MORROW
 RB0958  USGS QUAD   -  IONE NORTH (1968)
 RB0958
 RB0958                         *CURRENT SURVEY CONTROL
 RB0958  ___________________________________________________________________
 RB0958* NAD 83(1986)-  45 36 11.     (N)    119 46 16.     (W)     SCALED    
 RB0958* NAVD 88     -       376.510  (meters)    1235.27   (feet)  ADJUSTED  
 RB0958  ___________________________________________________________________
 RB0958  GEOID HEIGHT-         -21.60  (meters)                     GEOID03
 RB0958  DYNAMIC HT  -         376.482 (meters)    1235.17  (feet)  COMP
 RB0958  MODELED GRAV-     980,531.0   (mgal)                       NAVD 88
 RB0958
 RB0958  VERT ORDER  -  SECOND    CLASS 0
 RB0958
 RB0958.The horizontal coordinates were scaled from a topographic map and have
 RB0958.an estimated accuracy of +/- 6 seconds.
 RB0958
 RB0958.The orthometric height was determined by differential leveling
 RB0958.and adjusted in June 1991.
 RB0958
 RB0958.The geoid height was determined by GEOID03.
 RB0958
 RB0958.The dynamic height is computed by dividing the NAVD 88
 RB0958.geopotential number by the normal gravity value computed on the
 RB0958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0958.degrees latitude (g = 980.6199 gals.).
 RB0958
 RB0958.The modeled gravity was interpolated from observed gravity values.
 RB0958
 RB0958;                    North         East    Units  Estimated Accuracy
 RB0958;SPC OR N     -   215,430.    2,556,860.      MT  (+/- 180 meters Scaled)
 RB0958
 RB0958                          SUPERSEDED SURVEY CONTROL
 RB0958
 RB0958  NGVD 29 (??/??/92)  375.482  (m)         1231.89   (f) ADJ UNCH    2 0
 RB0958
 RB0958.Superseded values are not recommended for survey control.
 RB0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0958.See file dsdata.txt to determine how the superseded data were derived.
 RB0958
 RB0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKL838536(NAD 83)
 RB0958_MARKER: DB = BENCH MARK DISK
 RB0958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0958_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0958_STAMPING: G 519 1959
 RB0958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0958+STABILITY: SURFACE MOTION
 RB0958
 RB0958  HISTORY     - Date     Condition        Report By
 RB0958  HISTORY     - 1959     MONUMENTED       CGS
 RB0958
 RB0958                          STATION DESCRIPTION
 RB0958
 RB0958'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RB0958'10.05 MI E FROM CECIL.
 RB0958'1.4 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE POST
 RB0958'OFFICE AT CECIL, THENCE 0.2 MILE NORTHEAST ACROSS COUNTRY, THENCE 8.45
 RB0958'MILES EAST ALONG A GRAVEL ROAD, 0.3 MILE WEST OF THE JUNCTION OF A
 RB0958'GRAVEL ROAD LEADING SOUTH TO A FARMHOUSE, ON TOP OF A HILL, 30 FEET
 RB0958'SOUTH OF THE CENTER LINE OF THE ROAD, 3 FEET SOUTH OF A POWER POLE,
 RB0958'1.6 FEET NORTH OF A WITNESS POST, ABOUT 1 1/2 FEET HIGHER THAN THE
 RB0958'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 RB0958'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1154 ***********************************************************************
 QE1154  DESIGNATION -  G 52
 QE1154  PID         -  QE1154
 QE1154  STATE/COUNTY-  OR/LINCOLN
 QE1154  USGS QUAD   -  LINCOLN CITY (1984)
 QE1154
 QE1154                         *CURRENT SURVEY CONTROL
 QE1154  ___________________________________________________________________
 QE1154* NAD 83(1986)-  44 52 51.     (N)    124 01 57.     (W)     SCALED    
 QE1154* NAVD 88     -        20.700  (meters)      67.91   (feet)  ADJUSTED  
 QE1154  ___________________________________________________________________
 QE1154  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 QE1154  DYNAMIC HT  -          20.701 (meters)      67.92  (feet)  COMP
 QE1154  MODELED GRAV-     980,635.0   (mgal)                       NAVD 88
 QE1154
 QE1154  VERT ORDER  -  FIRST     CLASS II
 QE1154
 QE1154.The horizontal coordinates were scaled from a topographic map and have
 QE1154.an estimated accuracy of +/- 6 seconds.
 QE1154
 QE1154.The orthometric height was determined by differential leveling
 QE1154.and adjusted in June 1991.
 QE1154
 QE1154.The geoid height was determined by GEOID03.
 QE1154
 QE1154.The dynamic height is computed by dividing the NAVD 88
 QE1154.geopotential number by the normal gravity value computed on the
 QE1154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1154.degrees latitude (g = 980.6199 gals.).
 QE1154
 QE1154.The modeled gravity was interpolated from observed gravity values.
 QE1154
 QE1154;                    North         East    Units  Estimated Accuracy
 QE1154;SPC OR N     -   141,020.    2,221,010.      MT  (+/- 180 meters Scaled)
 QE1154
 QE1154                          SUPERSEDED SURVEY CONTROL
 QE1154
 QE1154  NGVD 29 (??/??/92)   19.695  (m)           64.62   (f) ADJ UNCH    1 2
 QE1154
 QE1154.Superseded values are not recommended for survey control.
 QE1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1154.See file dsdata.txt to determine how the superseded data were derived.
 QE1154
 QE1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ184702(NAD 83)
 QE1154_MARKER: DD = SURVEY DISK
 QE1154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE1154_SP_SET: CONCRETE POST
 QE1154_STAMPING: G 52 1930
 QE1154_MARK LOGO: ORHD  
 QE1154_PROJECTION: RECESSED 50 CENTIMETERS
 QE1154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE1154+STABILITY: SURFACE MOTION
 QE1154_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QE1154+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2003
 QE1154
 QE1154  HISTORY     - Date     Condition        Report By
 QE1154  HISTORY     - 1930     MONUMENTED       ORHD
 QE1154  HISTORY     - 1965     GOOD             NGS
 QE1154  HISTORY     - 1979     GOOD             USGS
 QE1154  HISTORY     - 1987     GOOD             NGS
 QE1154  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 QE1154  HISTORY     - 20030520 GOOD             INDIV
 QE1154
 QE1154                          STATION DESCRIPTION
 QE1154
 QE1154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 QE1154'IN GLENEDEN BEACH.
 QE1154'150 FEET NORTHWEST OF THE GLENEDEN BEACH POST OFFICE, 63 FEET SOUTH OF
 QE1154'THE SOUTH END OF A CONCRETE ISLAND FOR AN ABANDONED SERVICE STATION,
 QE1154'35 FEET WEST OF THE CENTER LINE OF COUNTY ROAD NO. 432, 25 1/2 FEET
 QE1154'SOUTH OF THE CENTER LINE OF PINE STREET, 9 FEET SOUTHWEST OF A POWER
 QE1154'POLE WITH A STREET LIGHT, 3 1/2 FEET NORTHEAST OF THE EAST POST OF
 QE1154'SIGN FOR SEA LARK COTTAGES AND 0.5 FOOT SOUTH OF A METAL WITNESS POST
 QE1154'SET IN A CYLINDRICAL CONCRETE MONUMENT 8-INCHES IN DIAMETER AND 3
 QE1154'INCHES BELOW THE SURFACE OF THE GROUND.
 QE1154
 QE1154                          STATION RECOVERY (1979)
 QE1154
 QE1154'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 QE1154'AT GLENENDEN BEACH, ON REGON COAST HWY., ACROSS FROM POST OFFICE. 36
 QE1154'FT. W OF HWY. AND 28 FT. S OF PINE ST. 0.8 FT. W OF WITNESS POST.
 QE1154'OSHD STANDARD DISK STAMPED "G 52 1930" SET IN THE TOP OF A CONCRETE
 QE1154'POST ENCASED IN TILE FLUSH WITH THE GROUND. 64.616
 QE1154
 QE1154                          STATION RECOVERY (1987)
 QE1154
 QE1154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE1154'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  IN GLENEDEN
 QE1154'BEACH, AT THE INTERSECTION OF GLENEDEN BEACH LOOP AND STEVENS STREET,
 QE1154'ENCASED IN A 12-INCH CONCRETE TILE PROJECTING 0.1 M (0.5 FT) ABOVE
 QE1154'THE LAWN, 10.6 M (34.8 FT) WEST OF THE CENTERLINE OF THE LOOP, 8.1 M
 QE1154'(26.6 FT) SOUTH OF THE CENTERLINE OF THE STREET, AND 2.9 M (9.5 FT)
 QE1154'SOUTHWEST OF UTILITY POLE NUMBER 168707 140 1W2 W21.
 QE1154'THE MARK IS 0.2 METERS  S FROM  A WITNESS POST
 QE1154'THE MARK IS 0.5 M BELOW THE LOOP.
 QE1154
 QE1154                          STATION RECOVERY (1989)
 QE1154
 QE1154'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 QE1154'MARK NOT FOUND.
 QE1154
 QE1154                          STATION RECOVERY (2003)
 QE1154
 QE1154'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DHW)
 QE1154'MARK FOUND AS DESCRIBED IN STATION RECOVERY NOTES DATED 1987 BY NGS
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0562 ***********************************************************************
 RB0562  DESIGNATION -  G 520
 RB0562  PID         -  RB0562
 RB0562  STATE/COUNTY-  OR/MORROW
 RB0562  USGS QUAD   -  BUTTER CREEK JUNCTION (1968)
 RB0562
 RB0562                         *CURRENT SURVEY CONTROL
 RB0562  ___________________________________________________________________
 RB0562* NAD 83(1986)-  45 33 08.     (N)    119 23 42.     (W)     SCALED    
 RB0562* NAVD 88     -       376.170  (meters)    1234.15   (feet)  ADJUSTED  
 RB0562  ___________________________________________________________________
 RB0562  GEOID HEIGHT-         -21.21  (meters)                     GEOID03
 RB0562  DYNAMIC HT  -         376.125 (meters)    1234.00  (feet)  COMP
 RB0562  MODELED GRAV-     980,485.6   (mgal)                       NAVD 88
 RB0562
 RB0562  VERT ORDER  -  SECOND    CLASS 0
 RB0562
 RB0562.The horizontal coordinates were scaled from a topographic map and have
 RB0562.an estimated accuracy of +/- 6 seconds.
 RB0562
 RB0562.The orthometric height was determined by differential leveling
 RB0562.and adjusted in June 1991.
 RB0562
 RB0562.The geoid height was determined by GEOID03.
 RB0562
 RB0562.The dynamic height is computed by dividing the NAVD 88
 RB0562.geopotential number by the normal gravity value computed on the
 RB0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0562.degrees latitude (g = 980.6199 gals.).
 RB0562
 RB0562.The modeled gravity was interpolated from observed gravity values.
 RB0562
 RB0562;                    North         East    Units  Estimated Accuracy
 RB0562;SPC OR N     -   210,120.    2,586,280.      MT  (+/- 180 meters Scaled)
 RB0562
 RB0562                          SUPERSEDED SURVEY CONTROL
 RB0562
 RB0562  NGVD 29 (??/??/92)  375.122  (m)         1230.71   (f) ADJ UNCH    2 0
 RB0562
 RB0562.Superseded values are not recommended for survey control.
 RB0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0562.See file dsdata.txt to determine how the superseded data were derived.
 RB0562
 RB0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL130470(NAD 83)
 RB0562_MARKER: DB = BENCH MARK DISK
 RB0562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0562_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0562_STAMPING: G 520 1959
 RB0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0562+STABILITY: SURFACE MOTION
 RB0562
 RB0562  HISTORY     - Date     Condition        Report By
 RB0562  HISTORY     - 1959     MONUMENTED       CGS
 RB0562
 RB0562                          STATION DESCRIPTION
 RB0562
 RB0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RB0562'17.35 MI NW FROM VINSON.
 RB0562'0.2 MILE NORTHEAST ALONG STATE HIGHWAY 74 FROM THE CONCRETE BRIDGE
 RB0562'OVER THE NORTH FORK OF BUTTER CREEK AT VINSON, THENCE 17.15 MILES
 RB0562'NORTHWEST ALONG A GRAVEL ROAD, 64 FEET SOUTHEAST OF THE CENTER OF THE
 RB0562'JUNCTION OF A DIRT ROAD LEADING SOUTH TO A HOUSE, 40 FEET SOUTH OF THE
 RB0562'CENTER LINE OF THE MAIN ROAD, 47 FEET EAST OF THE CENTER LINE OF THE
 RB0562'DIRT ROAD, 39 FEET SOUTHEAST OF THE EAST END OF A GATE, 9.1 FEET SOUTH
 RB0562'OF A FENCE, 1 1/2 FEET WEST OF A POWER POLE, 1.3 FEET SOUTH OF A
 RB0562'WITNESS POST, ABOUT 1 FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF
 RB0562'A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB1035 ***********************************************************************
 RB1035  DESIGNATION -  G 523
 RB1035  PID         -  RB1035
 RB1035  STATE/COUNTY-  OR/MORROW
 RB1035  USGS QUAD   -  CROW BUTTE (1993)
 RB1035
 RB1035                         *CURRENT SURVEY CONTROL
 RB1035  ___________________________________________________________________
 RB1035* NAD 83(1986)-  45 49 46.     (N)    119 48 05.     (W)     SCALED    
 RB1035* NAVD 88     -       103.714  (meters)     340.27   (feet)  ADJUSTED  
 RB1035  ___________________________________________________________________
 RB1035  GEOID HEIGHT-         -21.87  (meters)                     GEOID03
 RB1035  DYNAMIC HT  -         103.714 (meters)     340.27  (feet)  COMP
 RB1035  MODELED GRAV-     980,611.6   (mgal)                       NAVD 88
 RB1035
 RB1035  VERT ORDER  -  FIRST     CLASS I
 RB1035
 RB1035.The horizontal coordinates were scaled from a topographic map and have
 RB1035.an estimated accuracy of +/- 6 seconds.
 RB1035
 RB1035.The orthometric height was determined by differential leveling
 RB1035.and adjusted in June 1991.
 RB1035
 RB1035.The geoid height was determined by GEOID03.
 RB1035
 RB1035.The dynamic height is computed by dividing the NAVD 88
 RB1035.geopotential number by the normal gravity value computed on the
 RB1035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB1035.degrees latitude (g = 980.6199 gals.).
 RB1035
 RB1035.The modeled gravity was interpolated from observed gravity values.
 RB1035
 RB1035;                    North         East    Units  Estimated Accuracy
 RB1035;SPC OR N     -   240,570.    2,554,280.      MT  (+/- 180 meters Scaled)
 RB1035
 RB1035                          SUPERSEDED SURVEY CONTROL
 RB1035
 RB1035  NGVD 29 (??/??/92)  102.703  (m)          336.95   (f) ADJ UNCH    1 1
 RB1035
 RB1035.Superseded values are not recommended for survey control.
 RB1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1035.See file dsdata.txt to determine how the superseded data were derived.
 RB1035
 RB1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKL824789(NAD 83)
 RB1035_MARKER: DD = SURVEY DISK
 RB1035_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RB1035_SP_SET: CURB
 RB1035_STAMPING: G 523 1965
 RB1035_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RB1035
 RB1035  HISTORY     - Date     Condition        Report By
 RB1035  HISTORY     - 1965     MONUMENTED       ORDT
 RB1035  HISTORY     - 1968     GOOD             NGS
 RB1035  HISTORY     - 1987     GOOD             USPSQD
 RB1035  HISTORY     - 1988     GOOD             USPSQD
 RB1035  HISTORY     - 1989     GOOD             USPSQD
 RB1035
 RB1035                          STATION DESCRIPTION
 RB1035
 RB1035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RB1035'4.9 MI W FROM BOARDMAN.
 RB1035'4.9 MILES WEST ALONG INTERSTATE HIGHWAY 80 N FROM THE OVERPASS AT
 RB1035'BOARDMAN, 0.2 MILE WEST OF MILEPOST 158, IN THE TOP AND 3.4 FEET SOUTH
 RB1035'OF THE NORTH END OF THE WEST CONCRETE CURB OF TOWER ROAD OVERPASS, 78
 RB1035'FEET NORTH OF THE CENTER LINE OF THE WEST BOUND LANES OF THE HIGHWAY,
 RB1035'15 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD, ABOUT 21 FEET HIGHER
 RB1035'THAN THE HIGHWAY AND 1 FOOT HIGHER THAN THE ROAD.
 RB1035
 RB1035                          STATION RECOVERY (1987)
 RB1035
 RB1035'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWE)
 RB1035'RECOVERED IN GOOD CONDITION.
 RB1035
 RB1035                          STATION RECOVERY (1988)
 RB1035
 RB1035'RECOVERY NOTE BY US POWER SQUADRON 1988 (RCC)
 RB1035'RECOVERED IN GOOD CONDITION.
 RB1035
 RB1035                          STATION RECOVERY (1989)
 RB1035
 RB1035'RECOVERY NOTE BY US POWER SQUADRON 1989 (RCC)
 RB1035'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB1040 ***********************************************************************
 RB1040  DESIGNATION -  G 523 3
 RB1040  PID         -  RB1040
 RB1040  STATE/COUNTY-  OR/MORROW
 RB1040  USGS QUAD   -  CROW BUTTE (1993)
 RB1040
 RB1040                         *CURRENT SURVEY CONTROL
 RB1040  ___________________________________________________________________
 RB1040* NAD 83(1986)-  45 49 52.     (N)    119 46 54.     (W)     SCALED    
 RB1040* NAVD 88     -        90.937  (meters)     298.35   (feet)  ADJUSTED  
 RB1040  ___________________________________________________________________
 RB1040  GEOID HEIGHT-         -21.88  (meters)                     GEOID03
 RB1040  DYNAMIC HT  -          90.937 (meters)     298.35  (feet)  COMP
 RB1040  MODELED GRAV-     980,612.8   (mgal)                       NAVD 88
 RB1040
 RB1040  VERT ORDER  -  FIRST     CLASS I
 RB1040
 RB1040.The horizontal coordinates were scaled from a topographic map and have
 RB1040.an estimated accuracy of +/- 6 seconds.
 RB1040
 RB1040.The orthometric height was determined by differential leveling
 RB1040.and adjusted in June 1991.
 RB1040
 RB1040.The geoid height was determined by GEOID03.
 RB1040
 RB1040.The dynamic height is computed by dividing the NAVD 88
 RB1040.geopotential number by the normal gravity value computed on the
 RB1040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB1040.degrees latitude (g = 980.6199 gals.).
 RB1040
 RB1040.The modeled gravity was interpolated from observed gravity values.
 RB1040
 RB1040;                    North         East    Units  Estimated Accuracy
 RB1040;SPC OR N     -   240,770.    2,555,810.      MT  (+/- 180 meters Scaled)
 RB1040
 RB1040                          SUPERSEDED SURVEY CONTROL
 RB1040
 RB1040  NGVD 29 (??/??/92)   89.926  (m)          295.03   (f) ADJ UNCH    1 1
 RB1040
 RB1040.Superseded values are not recommended for survey control.
 RB1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1040.See file dsdata.txt to determine how the superseded data were derived.
 RB1040
 RB1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKL839790(NAD 83)
 RB1040_MARKER: DD = SURVEY DISK
 RB1040_SETTING: 66 = SET IN ROCK OUTCROP
 RB1040_SP_SET: OUTCROP
 RB1040_STAMPING: G 523-3 1965
 RB1040_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RB1040+STABILITY: POSITION/ELEVATION WELL
 RB1040
 RB1040  HISTORY     - Date     Condition        Report By
 RB1040  HISTORY     - 1965     MONUMENTED       ORDT
 RB1040  HISTORY     - 1968     GOOD             NGS
 RB1040  HISTORY     - 1987     GOOD             USPSQD
 RB1040  HISTORY     - 1988     GOOD             USPSQD
 RB1040  HISTORY     - 1989     GOOD             USPSQD
 RB1040
 RB1040                          STATION DESCRIPTION
 RB1040
 RB1040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RB1040'3.95 MI W FROM BOARDMAN.
 RB1040'3.95 MILES WEST ALONG INTERSTATE HIGHWAY 80 N FROM THE OVERPASS AT
 RB1040'BOARDMAN, 0.25 MILE WEST OF MILEPOST 159, IN THE TOP OF AN OUTCROP
 RB1040'WHICH IS ABOUT FLUSH WITH THE SURFACE OF THE GROUND, 71 FEET NORTH OF
 RB1040'THE CENTER LINE OF THE WEST BOUND LANES OF THE HIGHWAY, 38 FEET SOUTH
 RB1040'OF A POWER POLE, 7.5 FEET SOUTHEAST OF A WITNESS POST, AND ABOUT 3
 RB1040'FEET LOWER THAN THE HIGHWAY.
 RB1040
 RB1040                          STATION RECOVERY (1987)
 RB1040
 RB1040'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWE)
 RB1040'RECOVERED IN GOOD CONDITION.
 RB1040
 RB1040                          STATION RECOVERY (1988)
 RB1040
 RB1040'RECOVERY NOTE BY US POWER SQUADRON 1988 (RCC)
 RB1040'RECOVERED IN GOOD CONDITION.
 RB1040
 RB1040                          STATION RECOVERY (1989)
 RB1040
 RB1040'RECOVERY NOTE BY US POWER SQUADRON 1989 (RCC)
 RB1040'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0648 ***********************************************************************
 RB0648  DESIGNATION -  G 525
 RB0648  PID         -  RB0648
 RB0648  STATE/COUNTY-  OR/UMATILLA
 RB0648  USGS QUAD   -  HAT ROCK (1993)
 RB0648
 RB0648                         *CURRENT SURVEY CONTROL
 RB0648  ___________________________________________________________________
 RB0648* NAD 83(1986)-  45 54 05.     (N)    119 10 28.     (W)     SCALED    
 RB0648* NAVD 88     -       127.185  (meters)     417.27   (feet)  ADJUSTED  
 RB0648  ___________________________________________________________________
 RB0648  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 RB0648  DYNAMIC HT  -         127.184 (meters)     417.27  (feet)  COMP
 RB0648  MODELED GRAV-     980,606.5   (mgal)                       NAVD 88
 RB0648
 RB0648  VERT ORDER  -  FIRST     CLASS I
 RB0648
 RB0648.The horizontal coordinates were scaled from a topographic map and have
 RB0648.an estimated accuracy of +/- 6 seconds.
 RB0648
 RB0648.The orthometric height was determined by differential leveling
 RB0648.and adjusted in June 1991.
 RB0648
 RB0648.The geoid height was determined by GEOID03.
 RB0648
 RB0648.The dynamic height is computed by dividing the NAVD 88
 RB0648.geopotential number by the normal gravity value computed on the
 RB0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0648.degrees latitude (g = 980.6199 gals.).
 RB0648
 RB0648.The modeled gravity was interpolated from observed gravity values.
 RB0648
 RB0648;                    North         East    Units  Estimated Accuracy
 RB0648;SPC OR N     -   249,180.    2,602,860.      MT  (+/- 180 meters Scaled)
 RB0648
 RB0648                          SUPERSEDED SURVEY CONTROL
 RB0648
 RB0648  NGVD 29 (??/??/92)  126.180  (m)          413.98   (f) ADJ UNCH    1 1
 RB0648
 RB0648.Superseded values are not recommended for survey control.
 RB0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0648.See file dsdata.txt to determine how the superseded data were derived.
 RB0648
 RB0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL313853(NAD 83)
 RB0648_MARKER: DB = BENCH MARK DISK
 RB0648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0648_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0648_STAMPING: G 525 1951
 RB0648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0648+STABILITY: SURFACE MOTION
 RB0648
 RB0648  HISTORY     - Date     Condition        Report By
 RB0648  HISTORY     - 1951     MONUMENTED       CGS
 RB0648  HISTORY     - 1968     GOOD             NGS
 RB0648
 RB0648                          STATION DESCRIPTION
 RB0648
 RB0648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RB0648'8.35 MI E FROM UMATILLA.
 RB0648'8.35 MILES EAST ALONG U.S. HIGHWAY 730 FROM THE POST OFFICE AT
 RB0648'UMATILLA, IN R29E T5N, SECTION 22, AT THE JUNCTION OF STATE HIGHWAY
 RB0648'207, 181 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 51 FEET SOUTH
 RB0648'EAST OF THE CENTER LINE OF STATE HIGHWAY 207, 63 FEET SOUTHEAST OF THE
 RB0648'SOUTH APEX FORMED BY THE Y JUNCTION, 1.0 FOOT SOUTHEAST OF A FENCE,
 RB0648'6.5 FEET SOUTHWEST OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE
 RB0648'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1035 ***********************************************************************
 QE1035  DESIGNATION -  G 53
 QE1035  PID         -  QE1035
 QE1035  STATE/COUNTY-  OR/LINCOLN
 QE1035  USGS QUAD   -  EDDYVILLE (1984)
 QE1035
 QE1035                         *CURRENT SURVEY CONTROL
 QE1035  ___________________________________________________________________
 QE1035* NAD 83(1986)-  44 40 05.     (N)    123 49 04.     (W)     SCALED    
 QE1035* NAVD 88     -        26.483  (meters)      86.89   (feet)  ADJUSTED  
 QE1035  ___________________________________________________________________
 QE1035  GEOID HEIGHT-         -22.49  (meters)                     GEOID03
 QE1035  DYNAMIC HT  -          26.483 (meters)      86.89  (feet)  COMP
 QE1035  MODELED GRAV-     980,615.5   (mgal)                       NAVD 88
 QE1035
 QE1035  VERT ORDER  -  FIRST     CLASS II
 QE1035
 QE1035.The horizontal coordinates were scaled from a topographic map and have
 QE1035.an estimated accuracy of +/- 6 seconds.
 QE1035
 QE1035.The orthometric height was determined by differential leveling
 QE1035.and adjusted in June 1991.
 QE1035
 QE1035.The geoid height was determined by GEOID03.
 QE1035
 QE1035.The dynamic height is computed by dividing the NAVD 88
 QE1035.geopotential number by the normal gravity value computed on the
 QE1035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1035.degrees latitude (g = 980.6199 gals.).
 QE1035
 QE1035.The modeled gravity was interpolated from observed gravity values.
 QE1035
 QE1035;                    North         East    Units  Estimated Accuracy
 QE1035;SPC OR N     -   116,680.    2,236,990.      MT  (+/- 180 meters Scaled)
 QE1035
 QE1035                          SUPERSEDED SURVEY CONTROL
 QE1035
 QE1035  NGVD 29 (??/??/92)   25.482  (m)           83.60   (f) ADJ UNCH    1 2
 QE1035
 QE1035.Superseded values are not recommended for survey control.
 QE1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1035.See file dsdata.txt to determine how the superseded data were derived.
 QE1035
 QE1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ351464(NAD 83)
 QE1035_MARKER: DB = BENCH MARK DISK
 QE1035_SETTING: 0 = UNSPECIFIED SETTING
 QE1035_STAMPING: G 53 1930
 QE1035_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE1035
 QE1035  HISTORY     - Date     Condition        Report By
 QE1035  HISTORY     - 1930     MONUMENTED       CGS
 QE1035  HISTORY     - 1961     MARK NOT FOUND   NGS
 QE1035  HISTORY     - 19860427 MARK NOT FOUND   USPSQD
 QE1035  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 QE1035
 QE1035                          STATION DESCRIPTION
 QE1035
 QE1035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 QE1035'3.5 MI W FROM EDDYVILLE.
 QE1035'3.5 MILE WEST OF EDDYVILLE, 28 FEET NORTH OF THE CENTER LINE OF U.S.
 QE1035'HIGHWAY 20, 32 FEET WEST OF A CULVERT, OPPOSITE THE EAST END OF THE
 QE1035'SOUTHERN PACIFIC COMPANY RAILROAD BRIDGE OVER YAQUINA RIVER, AND 2
 QE1035'FEET FROM THE SOUTHWEST CORNER OF A SMALL SHED.
 QE1035
 QE1035                          STATION RECOVERY (1986)
 QE1035
 QE1035'RECOVERY NOTE BY US POWER SQUADRON 1986 (RCC)
 QE1035'MARK NOT FOUND.
 QE1035
 QE1035                          STATION RECOVERY (1990)
 QE1035
 QE1035'RECOVERY NOTE BY US POWER SQUADRON 1990 (KRN)
 QE1035'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1676 ***********************************************************************
 RC1676  DESIGNATION -  G 533
 RC1676  PID         -  RC1676
 RC1676  STATE/COUNTY-  OR/HOOD RIVER
 RC1676  USGS QUAD   -  HOOD RIVER (1994)
 RC1676
 RC1676                         *CURRENT SURVEY CONTROL
 RC1676  ___________________________________________________________________
 RC1676* NAD 83(1986)-  45 42 46.     (N)    121 31 49.     (W)     SCALED    
 RC1676* NAVD 88     -        57.077  (meters)     187.26   (feet)  ADJUSTED  
 RC1676  ___________________________________________________________________
 RC1676  GEOID HEIGHT-         -21.51  (meters)                     GEOID03
 RC1676  DYNAMIC HT  -          57.076 (meters)     187.26  (feet)  COMP
 RC1676  MODELED GRAV-     980,602.0   (mgal)                       NAVD 88
 RC1676
 RC1676  VERT ORDER  -  SECOND    CLASS 0
 RC1676
 RC1676.The horizontal coordinates were scaled from a topographic map and have
 RC1676.an estimated accuracy of +/- 6 seconds.
 RC1676
 RC1676.The orthometric height was determined by differential leveling
 RC1676.and adjusted in June 1991.
 RC1676
 RC1676.The geoid height was determined by GEOID03.
 RC1676
 RC1676.The dynamic height is computed by dividing the NAVD 88
 RC1676.geopotential number by the normal gravity value computed on the
 RC1676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1676.degrees latitude (g = 980.6199 gals.).
 RC1676
 RC1676.The modeled gravity was interpolated from observed gravity values.
 RC1676
 RC1676;                    North         East    Units  Estimated Accuracy
 RC1676;SPC OR N     -   227,880.    2,419,790.      MT  (+/- 180 meters Scaled)
 RC1676
 RC1676                          SUPERSEDED SURVEY CONTROL
 RC1676
 RC1676  NGVD 29 (??/??/92)   56.053  (m)          183.90   (f) ADJ UNCH    2 0
 RC1676
 RC1676.Superseded values are not recommended for survey control.
 RC1676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1676.See file dsdata.txt to determine how the superseded data were derived.
 RC1676
 RC1676_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR143631(NAD 83)
 RC1676_MARKER: DD = SURVEY DISK
 RC1676_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RC1676_SP_SET: BRIDGE
 RC1676_STAMPING: G 533 1954
 RC1676_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RC1676
 RC1676  HISTORY     - Date     Condition        Report By
 RC1676  HISTORY     - 1954     MONUMENTED       ORDT
 RC1676  HISTORY     - 1957     GOOD             NGS
 RC1676  HISTORY     - 1987     MARK NOT FOUND   NGS
 RC1676
 RC1676                          STATION DESCRIPTION
 RC1676
 RC1676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 RC1676'1.0 MI W FROM HOOD RIVER.
 RC1676'1.0 MILE WEST ALONG U.S. HIGHWAY 30 FROM THE UNION PACIFIC RAILROAD
 RC1676'STATION AT HOOD RIVER, IN T3N-R10E, IN TOP OF SIDEWALK AT NORTHEAST
 RC1676'CORNER OF CONCRETE HIGHWAY BRIDGE OVER JAYMAR DRIVE, 15.7 FEET NORTH
 RC1676'OF THE CENTER LINE OF THE HIGHWAY, 2.1 FEET WEST OF THE EAST END OF
 RC1676'THE SIDEWALK AND ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.
 RC1676
 RC1676                          STATION RECOVERY (1987)
 RC1676
 RC1676'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RC1676'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0610 ***********************************************************************
 QE0610  DESIGNATION -  G 54
 QE0610  PID         -  QE0610
 QE0610  STATE/COUNTY-  OR/BENTON
 QE0610  USGS QUAD   -  WREN (1984)
 QE0610
 QE0610                         *CURRENT SURVEY CONTROL
 QE0610  ___________________________________________________________________
 QE0610* NAD 83(1986)-  44 34 29.     (N)    123 25 20.     (W)     SCALED    
 QE0610* NAVD 88     -       211.716  (meters)     694.60   (feet)  ADJUSTED  
 QE0610  ___________________________________________________________________
 QE0610  GEOID HEIGHT-         -22.23  (meters)                     GEOID03
 QE0610  DYNAMIC HT  -         211.706 (meters)     694.57  (feet)  COMP
 QE0610  MODELED GRAV-     980,562.0   (mgal)                       NAVD 88
 QE0610
 QE0610  VERT ORDER  -  FIRST     CLASS II
 QE0610
 QE0610.The horizontal coordinates were scaled from a topographic map and have
 QE0610.an estimated accuracy of +/- 6 seconds.
 QE0610
 QE0610.The orthometric height was determined by differential leveling
 QE0610.and adjusted in June 1991.
 QE0610.WARNING-Repeat measurements at this control monument indicate possible
 QE0610.vertical movement.
 QE0610
 QE0610.The geoid height was determined by GEOID03.
 QE0610
 QE0610.The dynamic height is computed by dividing the NAVD 88
 QE0610.geopotential number by the normal gravity value computed on the
 QE0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0610.degrees latitude (g = 980.6199 gals.).
 QE0610
 QE0610.The modeled gravity was interpolated from observed gravity values.
 QE0610
 QE0610;                    North         East    Units  Estimated Accuracy
 QE0610;SPC OR N     -   105,100.    2,267,960.      MT  (+/- 180 meters Scaled)
 QE0610
 QE0610                          SUPERSEDED SURVEY CONTROL
 QE0610
 QE0610  NGVD 29 (??/??/92)  210.710  (m)          691.30   (f) ADJ UNCH    1 2
 QE0610
 QE0610.Superseded values are not recommended for survey control.
 QE0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0610.See file dsdata.txt to determine how the superseded data were derived.
 QE0610
 QE0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ664357(NAD 83)
 QE0610_MARKER: DB = BENCH MARK DISK
 QE0610_SETTING: 0 = UNSPECIFIED SETTING
 QE0610_STAMPING: G 54 1930
 QE0610_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0610
 QE0610  HISTORY     - Date     Condition        Report By
 QE0610  HISTORY     - 1930     MONUMENTED       CGS
 QE0610  HISTORY     - 1961     GOOD             NGS
 QE0610  HISTORY     - 1987     MARK NOT FOUND   NGS
 QE0610
 QE0610                          STATION DESCRIPTION
 QE0610
 QE0610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 QE0610'0.8 MI S FROM WREN.
 QE0610'0.8 MILE SOUTH OF THE VILLAGE OF WREN, 29 FEET WEST OF THE CENTER OF
 QE0610'U.S. HIGHWAY 20, 27 FEET SOUTH OF A GRAVELED ROAD GOING INTO A SAW
 QE0610'MILL, ACROSS THE HIGHWAY FROM THE ROAD GOING INTO JAYTEEL CO. PLANT,
 QE0610'AND 0.5 FOOT NORTH OF A METAL WITNESS POST.
 QE0610
 QE0610                          STATION RECOVERY (1987)
 QE0610
 QE0610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE0610'THE HIGHWAY HAS BEEN WIDEN AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0479 ***********************************************************************
 NY0479  DESIGNATION -  G 546
 NY0479  PID         -  NY0479
 NY0479  STATE/COUNTY-  OR/KLAMATH
 NY0479  USGS QUAD   -  MODOC POINT (1985)
 NY0479
 NY0479                         *CURRENT SURVEY CONTROL
 NY0479  ___________________________________________________________________
 NY0479* NAD 83(1986)-  42 26 05.     (N)    121 51 54.     (W)     SCALED    
 NY0479* NAVD 88     -      1266.219  (meters)    4154.25   (feet)  ADJUSTED  
 NY0479  ___________________________________________________________________
 NY0479  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 NY0479  DYNAMIC HT  -        1265.463 (meters)    4151.77  (feet)  COMP
 NY0479  MODELED GRAV-     979,980.3   (mgal)                       NAVD 88
 NY0479
 NY0479  VERT ORDER  -  FIRST     CLASS II
 NY0479
 NY0479.The horizontal coordinates were scaled from a topographic map and have
 NY0479.an estimated accuracy of +/- 6 seconds.
 NY0479
 NY0479.The orthometric height was determined by differential leveling
 NY0479.and adjusted in June 1991.
 NY0479
 NY0479.The geoid height was determined by GEOID03.
 NY0479
 NY0479.The dynamic height is computed by dividing the NAVD 88
 NY0479.geopotential number by the normal gravity value computed on the
 NY0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0479.degrees latitude (g = 980.6199 gals.).
 NY0479
 NY0479.The modeled gravity was interpolated from observed gravity values.
 NY0479
 NY0479;                    North         East    Units  Estimated Accuracy
 NY0479;SPC OR S     -    86,230.    1,387,690.      MT  (+/- 180 meters Scaled)
 NY0479
 NY0479                          SUPERSEDED SURVEY CONTROL
 NY0479
 NY0479  NGVD 29 (??/??/92) 1265.074  (m)         4150.50   (f) ADJ UNCH    1 2
 NY0479
 NY0479.Superseded values are not recommended for survey control.
 NY0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0479.See file dsdata.txt to determine how the superseded data were derived.
 NY0479
 NY0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM933986(NAD 83)
 NY0479_MARKER: DB = BENCH MARK DISK
 NY0479_SETTING: 80 = SET IN A BOULDER
 NY0479_SP_SET: IN DRILL HOLE IN A BOULDER
 NY0479_STAMPING: G 546 1954
 NY0479_MARK LOGO: CGS   
 NY0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0479+STABILITY: SURFACE MOTION
 NY0479_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NY0479+SATELLITE: SATELLITE OBSERVATIONS - July 01, 1988
 NY0479
 NY0479  HISTORY     - Date     Condition        Report By
 NY0479  HISTORY     - 1954     MONUMENTED       CGS
 NY0479  HISTORY     - 1982     MARK NOT FOUND   USGS
 NY0479  HISTORY     - 19880701 GOOD             NGS
 NY0479
 NY0479                          STATION DESCRIPTION
 NY0479
 NY0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NY0479'10.6 MI S FROM CHILOQUIN.
 NY0479'10.6 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 NY0479'STATION AT CHILOQUIN, 4 POLES NORTH OF MILEPOLE 446, ABOUT 100 YARDS
 NY0479'SOUTH OF CULVERT 446.20, NEAR THE SOUTH END OF A FILL, BETWEEN THE
 NY0479'TRACK AND U. S. HIGHWAY 97, IN THE TOP OF A 1- BY 1-FOOT EMBEDDED
 NY0479'BOULDER PROJECTING 0.2 FOOT ABOVE THE GROUND, 26.9 EAST OF THE EAST
 NY0479'RAIL, 12 1/2 FEET WEST OF A TELEGRAPH POLE, 1.3 FEET NORTH OF A
 NY0479'WITNESS POST, AND ABOUT 2 FEET LOWER THAN THE TRACK.
 NY0479
 NY0479                          STATION RECOVERY (1982)
 NY0479
 NY0479'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 NY0479'MARK NOT FOUND.
 NY0479
 NY0479                          STATION RECOVERY (1988)
 NY0479
 NY0479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 NY0479'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  17.1 KM
 NY0479'(10.65 MI) SOUTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 NY0479'JUNCTION OF STATE HIGHWAY 422 IN CHILOQUIN.  NOTE--THE MARK IS NOW
 NY0479'12-INCHES BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0422 ***********************************************************************
 NY0422  DESIGNATION -  G 547
 NY0422  PID         -  NY0422
 NY0422  STATE/COUNTY-  OR/KLAMATH
 NY0422  USGS QUAD   -  WORDEN (1986)
 NY0422
 NY0422                         *CURRENT SURVEY CONTROL
 NY0422  ___________________________________________________________________
 NY0422* NAD 83(1986)-  42 03 14.     (N)    121 51 37.     (W)     SCALED    
 NY0422* NAVD 88     -      1251.209  (meters)    4105.01   (feet)  ADJUSTED  
 NY0422  ___________________________________________________________________
 NY0422  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 NY0422  DYNAMIC HT  -        1250.439 (meters)    4102.48  (feet)  COMP
 NY0422  MODELED GRAV-     979,962.9   (mgal)                       NAVD 88
 NY0422
 NY0422  VERT ORDER  -  FIRST     CLASS II
 NY0422
 NY0422.The horizontal coordinates were scaled from a topographic map and have
 NY0422.an estimated accuracy of +/- 6 seconds.
 NY0422
 NY0422.The orthometric height was determined by differential leveling
 NY0422.and adjusted in June 1991.
 NY0422.WARNING-Repeat measurements at this control monument indicate possible
 NY0422.vertical movement.
 NY0422
 NY0422.The geoid height was determined by GEOID03.
 NY0422
 NY0422.The dynamic height is computed by dividing the NAVD 88
 NY0422.geopotential number by the normal gravity value computed on the
 NY0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0422.degrees latitude (g = 980.6199 gals.).
 NY0422
 NY0422.The modeled gravity was interpolated from observed gravity values.
 NY0422
 NY0422;                    North         East    Units  Estimated Accuracy
 NY0422;SPC OR S     -    43,930.    1,387,390.      MT  (+/- 180 meters Scaled)
 NY0422
 NY0422                          SUPERSEDED SURVEY CONTROL
 NY0422
 NY0422  NGVD 29 (??/??/92) 1250.081  (m)         4101.31   (f) ADJ UNCH    1 2
 NY0422
 NY0422.Superseded values are not recommended for survey control.
 NY0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0422.See file dsdata.txt to determine how the superseded data were derived.
 NY0422
 NY0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM943563(NAD 83)
 NY0422_MARKER: DB = BENCH MARK DISK
 NY0422_SETTING: 66 = SET IN ROCK OUTCROP
 NY0422_SP_SET: IN A DRILL HOLE IN BEDROCK
 NY0422_STAMPING: G 547 1954
 NY0422_MARK LOGO: CGS   
 NY0422_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NY0422+STABILITY: POSITION/ELEVATION WELL
 NY0422_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NY0422+SATELLITE: SATELLITE OBSERVATIONS - May 21, 1988
 NY0422
 NY0422  HISTORY     - Date     Condition        Report By
 NY0422  HISTORY     - 1954     MONUMENTED       CGS
 NY0422  HISTORY     - 1967     GOOD             NGS
 NY0422  HISTORY     - 19880521 GOOD             NGS
 NY0422
 NY0422                          STATION DESCRIPTION
 NY0422
 NY0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NY0422'13.2 MI S FROM KLAMATH FALLS.
 NY0422'13.2 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 NY0422'STATION AT KLAMATH FALLS, 0.5 MILE NORTHWEST OF MILEPOLE 416, AT THE
 NY0422'SOUTHWEST END OF A SLOUGH WHICH RUNS PARALLEL WITH AND IS BETWEEN THE
 NY0422'TRACK AND U.S. HIGHWAY 97, AT THE NORTHEAST END OF A RAILROAD CUT, IN
 NY0422'THE TOP OF THE NORTH BASE OF A LARGE OUTCROP PROJECTING 7 FEET ABOVE
 NY0422'THE GROUND, 19.1 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 7.2 FEET
 NY0422'NORTHWEST (SLOPE MEASUREMENT) FROM THE APEX OF THE OUTCROP, AND ABOUT
 NY0422'LEVEL WITH THE TRACK.
 NY0422
 NY0422                          STATION RECOVERY (1967)
 NY0422
 NY0422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 NY0422'RECOVERED IN GOOD CONDITION.
 NY0422
 NY0422                          STATION RECOVERY (1988)
 NY0422
 NY0422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 NY0422'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0153 ***********************************************************************
 NZ0153  DESIGNATION -  G 548
 NZ0153  PID         -  NZ0153
 NZ0153  STATE/COUNTY-  OR/JACKSON
 NZ0153  USGS QUAD   -  SISKIYOU PASS (1983)
 NZ0153
 NZ0153                         *CURRENT SURVEY CONTROL
 NZ0153  ___________________________________________________________________
 NZ0153* NAD 83(1986)-  42 04 52.     (N)    122 36 07.     (W)     SCALED    
 NZ0153* NAVD 88     -      1224.755  (meters)    4018.22   (feet)  POSTED    
 NZ0153  ___________________________________________________________________
 NZ0153  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 NZ0153  DYNAMIC HT  -        1224.030 (meters)    4015.84  (feet)  COMP
 NZ0153  MODELED GRAV-     979,988.0   (mgal)                       NAVD 88
 NZ0153
 NZ0153  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NZ0153
 NZ0153.The horizontal coordinates were scaled from a topographic map and have
 NZ0153.an estimated accuracy of +/- 6 seconds.
 NZ0153
 NZ0153.The orthometric height was determined by differential leveling
 NZ0153.and adjusted by the  in 1992.
 NZ0153.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NZ0153.rate of 0.0 thru 1.0 mm/km.
 NZ0153
 NZ0153.The geoid height was determined by GEOID03.
 NZ0153
 NZ0153.The dynamic height is computed by dividing the NAVD 88
 NZ0153.geopotential number by the normal gravity value computed on the
 NZ0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0153.degrees latitude (g = 980.6199 gals.).
 NZ0153
 NZ0153.The modeled gravity was interpolated from observed gravity values.
 NZ0153
 NZ0153;                    North         East    Units  Estimated Accuracy
 NZ0153;SPC OR S     -    48,220.    1,326,080.      MT  (+/- 180 meters Scaled)
 NZ0153
 NZ0153                          SUPERSEDED SURVEY CONTROL
 NZ0153
 NZ0153  NGVD 29 (??/??/92) 1223.615  (m)         4014.48   (f) ADJ UNCH    1 2
 NZ0153
 NZ0153.Superseded values are not recommended for survey control.
 NZ0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0153.See file dsdata.txt to determine how the superseded data were derived.
 NZ0153
 NZ0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM329588(NAD 83)
 NZ0153_MARKER: DB = BENCH MARK DISK
 NZ0153_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NZ0153_SP_SET: CULVERT
 NZ0153_STAMPING: G 548 1954
 NZ0153_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0153
 NZ0153  HISTORY     - Date     Condition        Report By
 NZ0153  HISTORY     - 1954     MONUMENTED       CGS
 NZ0153  HISTORY     - 1977     GOOD             USGS
 NZ0153
 NZ0153                          STATION DESCRIPTION
 NZ0153
 NZ0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NZ0153'0.7 MI N FROM SISKIYOU.
 NZ0153'0.7 MILE NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 NZ0153'STATION AT SISKIYOU, 0.2 MILE SOUTHEAST OF MILEPOLE 413, 0.1 MILE
 NZ0153'NORTH OF SEMAPHORE 412.7 AND THE NORTH END OF SISKIYOU SIDING SWITCH,
 NZ0153'AT A 10-INCH CONCRETE PIPE CULVERT, IN THE TOP OF THE NORTHWEST END OF
 NZ0153'THE SOUTHWEST CONCRETE HEAD WALL, 22.5 FEET SOUTHWEST OF THE SOUTHWEST
 NZ0153'RAIL, AND ABOUT 1 FOOT LOWER THAN THE TRACK.
 NZ0153
 NZ0153                          STATION RECOVERY (1977)
 NZ0153
 NZ0153'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 NZ0153'0.7 MILES N ALONG SOUTHERN PACIFIC CO. R.R. FROM THE STA. AT
 NZ0153'SISKIYOU, 0.2 MILES SE OF M.P. 413, 0.1 MILE N. OF SEMAPHORE 412.7,
 NZ0153'420 FT. S OF N END OF SISKIYOU SIDING SWITCH, AT A 10 IN CONCRETE
 NZ0153'CULVERT, 412.8 IN TOP OF NW END OF SW CONCRETE HEADWALL 22.8 FT. SW
 NZ0153'OF SW RAIL OF MAIN TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0221 ***********************************************************************
 NZ0221  DESIGNATION -  G 549
 NZ0221  PID         -  NZ0221
 NZ0221  STATE/COUNTY-  OR/JACKSON
 NZ0221  USGS QUAD   -  SAMS VALLEY (1983)
 NZ0221
 NZ0221                         *CURRENT SURVEY CONTROL
 NZ0221  ___________________________________________________________________
 NZ0221* NAD 83(1986)-  42 24 35.     (N)    122 57 08.     (W)     SCALED    
 NZ0221* NAVD 88     -       382.588  (meters)    1255.21   (feet)  ADJUSTED  
 NZ0221  ___________________________________________________________________
 NZ0221  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 NZ0221  DYNAMIC HT  -         382.447 (meters)    1254.74  (feet)  COMP
 NZ0221  MODELED GRAV-     980,240.5   (mgal)                       NAVD 88
 NZ0221
 NZ0221  VERT ORDER  -  FIRST     CLASS II
 NZ0221
 NZ0221.The horizontal coordinates were scaled from a topographic map and have
 NZ0221.an estimated accuracy of +/- 6 seconds.
 NZ0221
 NZ0221.The orthometric height was determined by differential leveling
 NZ0221.and adjusted in June 1991.
 NZ0221
 NZ0221.The geoid height was determined by GEOID03.
 NZ0221
 NZ0221.The dynamic height is computed by dividing the NAVD 88
 NZ0221.geopotential number by the normal gravity value computed on the
 NZ0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0221.degrees latitude (g = 980.6199 gals.).
 NZ0221
 NZ0221.The modeled gravity was interpolated from observed gravity values.
 NZ0221
 NZ0221;                    North         East    Units  Estimated Accuracy
 NZ0221;SPC OR S     -    85,500.    1,298,170.      MT  (+/- 180 meters Scaled)
 NZ0221
 NZ0221                          SUPERSEDED SURVEY CONTROL
 NZ0221
 NZ0221  NGVD 29 (??/??/92)  381.589  (m)         1251.93   (f) ADJ UNCH    1 2
 NZ0221
 NZ0221.Superseded values are not recommended for survey control.
 NZ0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0221.See file dsdata.txt to determine how the superseded data were derived.
 NZ0221
 NZ0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM039952(NAD 83)
 NZ0221_MARKER: DB = BENCH MARK DISK
 NZ0221_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 NZ0221_SP_SET: BRIDGE CURB
 NZ0221_STAMPING: G 549
 NZ0221_MARK LOGO: ORHD  
 NZ0221_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0221
 NZ0221  HISTORY     - Date     Condition        Report By
 NZ0221  HISTORY     - UNK      MONUMENTED       ORDT
 NZ0221  HISTORY     - 1954     GOOD             NGS
 NZ0221  HISTORY     - 1961     GOOD             NGS
 NZ0221  HISTORY     - 1987     GOOD             NGS
 NZ0221
 NZ0221                          STATION DESCRIPTION
 NZ0221
 NZ0221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NZ0221'3.1 MI NW FROM CENTRAL POINT.
 NZ0221'3.1 MILES NORTHWEST ALONG U.S. HIGHWAY 99 FROM THE GRANGE CO-OP
 NZ0221'BUILDING AT CENTRAL POINT, 0.9 MILE SOUTH OF THE FORMER U.S. HIGHWAY
 NZ0221'99 BRIDGE OVER THE SOUTHERN PACIFIC COMPANY RAILROAD TRACK, 0.2 MILE
 NZ0221'SOUTH OF SOUTHERN PACIFIC COMPANY RAILROAD MILEPOLE 449, NEAR
 NZ0221'SEMAPHORE 448.8, AT THE U.S. HIGHWAY 99 TOLO BRIDGE OVER THE SOUTHERN
 NZ0221'PACIFIC COMPANY RAILROAD, IN THE TOP OF THE SOUTHEAST END OF THE
 NZ0221'NORTHEAST CONCRETE CURB, 12 FEET NORTHEAST OF THE CENTER LINE OF THE
 NZ0221'HIGHWAY, AND ABOUT 3/4 FOOT HIGHER THAN THE HIGHWAY.
 NZ0221
 NZ0221                          STATION RECOVERY (1961)
 NZ0221
 NZ0221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 NZ0221'RECOVERED IN GOOD CONDITION.
 NZ0221
 NZ0221                          STATION RECOVERY (1987)
 NZ0221
 NZ0221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 NZ0221'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  4.9 KM
 NZ0221'(3.05 MI) NORTHWESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 NZ0221'JUNCTION OF PINE STREET IN CENTRAL POINT, IN THE SOUTHEAST END OF THE
 NZ0221'SOUTHWEST CURB OF INTERSTATE HIGHWAY 5 OVERPASS OF THE RAILROAD, AND
 NZ0221'3.6 M (11.8 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 NZ0221'THE MARK IS 0.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0522 ***********************************************************************
 NZ0522  DESIGNATION -  G 550
 NZ0522  PID         -  NZ0522
 NZ0522  STATE/COUNTY-  OR/JOSEPHINE
 NZ0522  USGS QUAD   -  GRANTS PASS (1996)
 NZ0522
 NZ0522                         *CURRENT SURVEY CONTROL
 NZ0522  ___________________________________________________________________
 NZ0522* NAD 83(1986)-  42 25 56.     (N)    123 16 31.     (W)     SCALED    
 NZ0522* NAVD 88     -       291.768  (meters)     957.24   (feet)  ADJUSTED  
 NZ0522  ___________________________________________________________________
 NZ0522  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 NZ0522  DYNAMIC HT  -         291.666 (meters)     956.91  (feet)  COMP
 NZ0522  MODELED GRAV-     980,264.7   (mgal)                       NAVD 88
 NZ0522
 NZ0522  VERT ORDER  -  FIRST     CLASS II
 NZ0522
 NZ0522.The horizontal coordinates were scaled from a topographic map and have
 NZ0522.an estimated accuracy of +/- 6 seconds.
 NZ0522
 NZ0522.The orthometric height was determined by differential leveling
 NZ0522.and adjusted in June 1991.
 NZ0522
 NZ0522.The geoid height was determined by GEOID03.
 NZ0522
 NZ0522.The dynamic height is computed by dividing the NAVD 88
 NZ0522.geopotential number by the normal gravity value computed on the
 NZ0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0522.degrees latitude (g = 980.6199 gals.).
 NZ0522
 NZ0522.The modeled gravity was interpolated from observed gravity values.
 NZ0522
 NZ0522;                    North         East    Units  Estimated Accuracy
 NZ0522;SPC OR S     -    88,830.    1,271,680.      MT  (+/- 180 meters Scaled)
 NZ0522
 NZ0522                          SUPERSEDED SURVEY CONTROL
 NZ0522
 NZ0522  NGVD 29 (??/??/92)  290.775  (m)          953.98   (f) ADJ UNCH    1 2
 NZ0522
 NZ0522.Superseded values are not recommended for survey control.
 NZ0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0522.See file dsdata.txt to determine how the superseded data were derived.
 NZ0522
 NZ0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM773978(NAD 83)
 NZ0522_MARKER: DB = BENCH MARK DISK
 NZ0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ0522_SP_SET: CONCRETE POST
 NZ0522_STAMPING: G 550 1954
 NZ0522_MARK LOGO: CGS   
 NZ0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0522+STABILITY: SURFACE MOTION
 NZ0522
 NZ0522  HISTORY     - Date     Condition        Report By
 NZ0522  HISTORY     - 1954     MONUMENTED       CGS
 NZ0522  HISTORY     - 1987     GOOD             NGS
 NZ0522
 NZ0522                          STATION DESCRIPTION
 NZ0522
 NZ0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NZ0522'2.7 MI E FROM GRANTS PASS.
 NZ0522'2.7 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 NZ0522'STATION AT GRANTS PASS, 51 1/2 FEET NORTHWEST OF AND ACROSS A GRAVELED
 NZ0522'ROAD FROM MILEPOLE 471, 87.9 FEET NORTHWEST AND ACROSS THE ROAD FROM
 NZ0522'THE NORTHWEST RAIL, 22 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE
 NZ0522'ROAD, 16 FEET NORTHEAST OF A 20-INCH PINE TREE, 1.7 FEET SOUTH OF A
 NZ0522'WITNESS POST, ABOUT 1 1/2 FEET HIGHER THAN THE ROAD, ABOUT 3 FEET
 NZ0522'HIGHER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 NZ0522'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 NZ0522
 NZ0522                          STATION RECOVERY (1987)
 NZ0522
 NZ0522'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 NZ0522'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  4.2 KM
 NZ0522'(2.60 MI) EASTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 NZ0522'JUNCTION OF 6TH STREET IN GRANTS PASS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0394 ***********************************************************************
 NZ0394  DESIGNATION -  G 551
 NZ0394  PID         -  NZ0394
 NZ0394  STATE/COUNTY-  OR/JOSEPHINE
 NZ0394  USGS QUAD   -  GLENDALE (1986)
 NZ0394
 NZ0394                         *CURRENT SURVEY CONTROL
 NZ0394  ___________________________________________________________________
 NZ0394* NAD 83(1986)-  42 40 32.     (N)    123 27 30.     (W)     SCALED    
 NZ0394* NAVD 88     -       342.648  (meters)    1124.17   (feet)  ADJUSTED  
 NZ0394  ___________________________________________________________________
 NZ0394  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 NZ0394  DYNAMIC HT  -         342.540 (meters)    1123.82  (feet)  COMP
 NZ0394  MODELED GRAV-     980,296.8   (mgal)                       NAVD 88
 NZ0394
 NZ0394  VERT ORDER  -  FIRST     CLASS II
 NZ0394
 NZ0394.The horizontal coordinates were scaled from a topographic map and have
 NZ0394.an estimated accuracy of +/- 6 seconds.
 NZ0394
 NZ0394.The orthometric height was determined by differential leveling
 NZ0394.and adjusted in June 1991.
 NZ0394
 NZ0394.The geoid height was determined by GEOID03.
 NZ0394
 NZ0394.The dynamic height is computed by dividing the NAVD 88
 NZ0394.geopotential number by the normal gravity value computed on the
 NZ0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0394.degrees latitude (g = 980.6199 gals.).
 NZ0394
 NZ0394.The modeled gravity was interpolated from observed gravity values.
 NZ0394
 NZ0394;                    North         East    Units  Estimated Accuracy
 NZ0394;SPC OR S     -   116,350.    1,257,580.      MT  (+/- 180 meters Scaled)
 NZ0394
 NZ0394                          SUPERSEDED SURVEY CONTROL
 NZ0394
 NZ0394  NGVD 29 (??/??/92)  341.632  (m)         1120.84   (f) ADJ UNCH    1 2
 NZ0394
 NZ0394.Superseded values are not recommended for survey control.
 NZ0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0394.See file dsdata.txt to determine how the superseded data were derived.
 NZ0394
 NZ0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN624248(NAD 83)
 NZ0394_MARKER: DB = BENCH MARK DISK
 NZ0394_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NZ0394_SP_SET: HEADWALL
 NZ0394_STAMPING: G 551 1954
 NZ0394_MARK LOGO: CGS   
 NZ0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0394+STABILITY: SURFACE MOTION
 NZ0394
 NZ0394  HISTORY     - Date     Condition        Report By
 NZ0394  HISTORY     - 1954     MONUMENTED       CGS
 NZ0394  HISTORY     - 1980     GOOD             LOCSUR
 NZ0394  HISTORY     - 1987     GOOD             NGS
 NZ0394
 NZ0394                          STATION DESCRIPTION
 NZ0394
 NZ0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NZ0394'3.9 MI SW FROM WOLF CREEK.
 NZ0394'3.9 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 NZ0394'THE STATION AT WOLF CREEK, 0.05 MILE NORTHEAST OF MILEPOLE 498, AT
 NZ0394'24-INCH CONCRETE PIPE CULVERT 498.05, IN THE TOP OF THE NORTHEAST END
 NZ0394'OF THE NORTHWEST CONCRETE HEADWALL, 11.1 FEET NORTHWEST OF THE
 NZ0394'NORTHWEST RAIL, AND ABOUT 2 FEET LOWER THAN THE TRACK.
 NZ0394
 NZ0394                          STATION RECOVERY (1980)
 NZ0394
 NZ0394'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 NZ0394'RECOVERED IN GOOD CONDITION.
 NZ0394
 NZ0394                          STATION RECOVERY (1987)
 NZ0394
 NZ0394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 NZ0394'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  8.6 KM
 NZ0394'(5.35 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 5 FROM THE JUNCTION OF
 NZ0394'LARAIT DRIVE IN SUNNY VALLEY,THENCE 6.4 KM (4.00 MI) SOUTHWESTERLY
 NZ0394'ALONG THE SOUTHERN PACIFIC RAILROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0787 ***********************************************************************
 NZ0787  DESIGNATION -  G 552
 NZ0787  PID         -  NZ0787
 NZ0787  STATE/COUNTY-  OR/DOUGLAS
 NZ0787  USGS QUAD   -  RABBIT MOUNTAIN (1990)
 NZ0787
 NZ0787                         *CURRENT SURVEY CONTROL
 NZ0787  ___________________________________________________________________
 NZ0787* NAD 83(1986)-  42 49 06.     (N)    123 36 46.     (W)     SCALED    
 NZ0787* NAVD 88     -       305.302  (meters)    1001.64   (feet)  ADJUSTED  
 NZ0787  ___________________________________________________________________
 NZ0787  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 NZ0787  DYNAMIC HT  -         305.204 (meters)    1001.32  (feet)  COMP
 NZ0787  MODELED GRAV-     980,292.7   (mgal)                       NAVD 88
 NZ0787
 NZ0787  VERT ORDER  -  FIRST     CLASS II
 NZ0787
 NZ0787.The horizontal coordinates were scaled from a topographic map and have
 NZ0787.an estimated accuracy of +/- 6 seconds.
 NZ0787
 NZ0787.The orthometric height was determined by differential leveling
 NZ0787.and adjusted in June 1991.
 NZ0787
 NZ0787.The geoid height was determined by GEOID03.
 NZ0787
 NZ0787.The dynamic height is computed by dividing the NAVD 88
 NZ0787.geopotential number by the normal gravity value computed on the
 NZ0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0787.degrees latitude (g = 980.6199 gals.).
 NZ0787
 NZ0787.The modeled gravity was interpolated from observed gravity values.
 NZ0787
 NZ0787;                    North         East    Units  Estimated Accuracy
 NZ0787;SPC OR S     -   132,660.    1,245,520.      MT  (+/- 180 meters Scaled)
 NZ0787
 NZ0787                          SUPERSEDED SURVEY CONTROL
 NZ0787
 NZ0787  NGVD 29 (??/??/92)  304.263  (m)          998.24   (f) ADJ UNCH    1 2
 NZ0787
 NZ0787.Superseded values are not recommended for survey control.
 NZ0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0787.See file dsdata.txt to determine how the superseded data were derived.
 NZ0787
 NZ0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN499408(NAD 83)
 NZ0787_MARKER: DB = BENCH MARK DISK
 NZ0787_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NZ0787_SP_SET: CULVERT
 NZ0787_STAMPING: G 552 1954
 NZ0787_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0787
 NZ0787  HISTORY     - Date     Condition        Report By
 NZ0787  HISTORY     - 1954     MONUMENTED       CGS
 NZ0787
 NZ0787                          STATION DESCRIPTION
 NZ0787
 NZ0787'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NZ0787'0.9 MI NW FROM WEST FORK.
 NZ0787'0.9 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 NZ0787'STEEL BRIDGE 521.4 OVER WEST FORK COW CREEK AT WEST FORK, AT 12-INCH
 NZ0787'CAST IRON PIPE CULVERT 522.35, IN THE TOP OF THE WEST END OF THE NORTH
 NZ0787'CONCRETE HEAD WALL, 7.9 FEET NORTH OF THE NORTH RAIL, AND ABOUT 3 FEET
 NZ0787'LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0522 ***********************************************************************
 NY0522  DESIGNATION -  G 553
 NY0522  PID         -  NY0522
 NY0522  STATE/COUNTY-  OR/KLAMATH
 NY0522  USGS QUAD   -  CHILOQUIN (1988)
 NY0522
 NY0522                         *CURRENT SURVEY CONTROL
 NY0522  ___________________________________________________________________
 NY0522* NAD 83(1986)-  42 35 21.     (N)    121 51 27.     (W)     SCALED    
 NY0522* NAVD 88     -      1276.071  (meters)    4186.58   (feet)  ADJUSTED  
 NY0522  ___________________________________________________________________
 NY0522  GEOID HEIGHT-         -22.36  (meters)                     GEOID03
 NY0522  DYNAMIC HT  -        1275.335 (meters)    4184.16  (feet)  COMP
 NY0522  MODELED GRAV-     980,000.4   (mgal)                       NAVD 88
 NY0522
 NY0522  VERT ORDER  -  FIRST     CLASS II
 NY0522
 NY0522.The horizontal coordinates were scaled from a topographic map and have
 NY0522.an estimated accuracy of +/- 6 seconds.
 NY0522
 NY0522.The orthometric height was determined by differential leveling
 NY0522.and adjusted in June 1991.
 NY0522
 NY0522.The geoid height was determined by GEOID03.
 NY0522
 NY0522.The dynamic height is computed by dividing the NAVD 88
 NY0522.geopotential number by the normal gravity value computed on the
 NY0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0522.degrees latitude (g = 980.6199 gals.).
 NY0522
 NY0522.The modeled gravity was interpolated from observed gravity values.
 NY0522
 NY0522;                    North         East    Units  Estimated Accuracy
 NY0522;SPC OR S     -   103,380.    1,388,580.      MT  (+/- 180 meters Scaled)
 NY0522
 NY0522                          SUPERSEDED SURVEY CONTROL
 NY0522
 NY0522  NGVD 29 (??/??/92) 1274.932  (m)         4182.84   (f) ADJ UNCH    1 2
 NY0522
 NY0522.Superseded values are not recommended for survey control.
 NY0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0522.See file dsdata.txt to determine how the superseded data were derived.
 NY0522
 NY0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN937158(NAD 83)
 NY0522_MARKER: DB = BENCH MARK DISK
 NY0522_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 NY0522_SP_SET: STANDPIPE BASE
 NY0522_STAMPING: G 553 1954
 NY0522_MARK LOGO: CGS   
 NY0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0522+STABILITY: SURFACE MOTION
 NY0522_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NY0522+SATELLITE: SATELLITE OBSERVATIONS - July 05, 1988
 NY0522
 NY0522  HISTORY     - Date     Condition        Report By
 NY0522  HISTORY     - 1954     MONUMENTED       CGS
 NY0522  HISTORY     - 19880705 GOOD             NGS
 NY0522
 NY0522                          STATION DESCRIPTION
 NY0522
 NY0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NY0522'0.8 MI N FROM CHILOQUIN.
 NY0522'0.8 MILE NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 NY0522'STATION AT CHILOQUIN, AT RAILROAD MILEAGE 457.5, AT A RAILROAD WATER
 NY0522'TOWER, IN THE TOP OF THE 6- BY 6-FOOT CONCRETE BASE OF THE WATER
 NY0522'STANDPIPE AT THE CENTER OF THE TOWER, 45.2 FEET EAST OF THE EAST RAIL
 NY0522'OF A SIDE TRACK, 1.4 FEET SOUTHWEST OF THE SOUTHWEST SIDE OF THE
 NY0522'STANDPIPE, 1.2 FEET NORTHEAST OF THE SOUTHWEST CORNER OF THE BASE, 2
 NY0522'1/2 FEET ABOVE THE GROUND, AND ABOUT 3 FEET LOWER THAN THE TRACK.
 NY0522
 NY0522                          STATION RECOVERY (1988)
 NY0522
 NY0522'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 NY0522'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  1.5 KM
 NY0522'(0.95 MI) NORTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 NY0522'JUNCTION OF STATE HIGHWAY 422 IN CHILOQUIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0349 ***********************************************************************
 PC0349  DESIGNATION -  G 554
 PC0349  PID         -  PC0349
 PC0349  STATE/COUNTY-  OR/DOUGLAS
 PC0349  USGS QUAD   -  WINSTON (1987)
 PC0349
 PC0349                         *CURRENT SURVEY CONTROL
 PC0349  ___________________________________________________________________
 PC0349* NAD 83(1986)-  43 06 59.     (N)    123 23 20.     (W)     SCALED    
 PC0349* NAVD 88     -       159.837  (meters)     524.40   (feet)  ADJUSTED  
 PC0349  ___________________________________________________________________
 PC0349  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 PC0349  DYNAMIC HT  -         159.801 (meters)     524.28  (feet)  COMP
 PC0349  MODELED GRAV-     980,386.9   (mgal)                       NAVD 88
 PC0349
 PC0349  VERT ORDER  -  FIRST     CLASS II
 PC0349
 PC0349.The horizontal coordinates were scaled from a topographic map and have
 PC0349.an estimated accuracy of +/- 6 seconds.
 PC0349
 PC0349.The orthometric height was determined by differential leveling
 PC0349.and adjusted in June 1991.
 PC0349
 PC0349.The geoid height was determined by GEOID03.
 PC0349
 PC0349.The dynamic height is computed by dividing the NAVD 88
 PC0349.geopotential number by the normal gravity value computed on the
 PC0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0349.degrees latitude (g = 980.6199 gals.).
 PC0349
 PC0349.The modeled gravity was interpolated from observed gravity values.
 PC0349
 PC0349;                    North         East    Units  Estimated Accuracy
 PC0349;SPC OR S     -   165,090.    1,264,950.      MT  (+/- 180 meters Scaled)
 PC0349
 PC0349                          SUPERSEDED SURVEY CONTROL
 PC0349
 PC0349  NGVD 29 (??/??/92)  158.776  (m)          520.92   (f) ADJ UNCH    1 2
 PC0349
 PC0349.Superseded values are not recommended for survey control.
 PC0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0349.See file dsdata.txt to determine how the superseded data were derived.
 PC0349
 PC0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN683738(NAD 83)
 PC0349_MARKER: DB = BENCH MARK DISK
 PC0349_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PC0349_SP_SET: CULVERT
 PC0349_STAMPING: G 554 1954
 PC0349_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PC0349
 PC0349  HISTORY     - Date     Condition        Report By
 PC0349  HISTORY     - 1954     MONUMENTED       CGS
 PC0349
 PC0349                          STATION DESCRIPTION
 PC0349
 PC0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 PC0349'8.1 MI S FROM ROSEBURG.
 PC0349'8.1 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 PC0349'STATION AT ROSEBURG, AT 36-INCH CONCRETE PIPE CULVERT 564.72, IN THE
 PC0349'TOP OF THE NORTHEAST END OF THE NORTHWEST CONCRETE HEAD WALL, 22.5
 PC0349'FEET NORTHWEST OF THE NORTHWEST RAIL, AND ABOUT 10 FEET LOWER THAN THE
 PC0349'TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0270 ***********************************************************************
 PC0270  DESIGNATION -  G 555
 PC0270  PID         -  PC0270
 PC0270  STATE/COUNTY-  OR/DOUGLAS
 PC0270  USGS QUAD   -  YONCALLA (1987)
 PC0270
 PC0270                         *CURRENT SURVEY CONTROL
 PC0270  ___________________________________________________________________
 PC0270* NAD 83(1986)-  43 33 11.     (N)    123 16 53.     (W)     SCALED    
 PC0270* NAVD 88     -       146.016  (meters)     479.05   (feet)  ADJUSTED  
 PC0270  ___________________________________________________________________
 PC0270  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 PC0270  DYNAMIC HT  -         145.994 (meters)     478.98  (feet)  COMP
 PC0270  MODELED GRAV-     980,465.6   (mgal)                       NAVD 88
 PC0270
 PC0270  VERT ORDER  -  FIRST     CLASS II
 PC0270
 PC0270.The horizontal coordinates were scaled from a topographic map and have
 PC0270.an estimated accuracy of +/- 6 seconds.
 PC0270
 PC0270.The orthometric height was determined by differential leveling
 PC0270.and adjusted in June 1991.
 PC0270
 PC0270.The geoid height was determined by GEOID03.
 PC0270
 PC0270.The dynamic height is computed by dividing the NAVD 88
 PC0270.geopotential number by the normal gravity value computed on the
 PC0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0270.degrees latitude (g = 980.6199 gals.).
 PC0270
 PC0270.The modeled gravity was interpolated from observed gravity values.
 PC0270
 PC0270;                    North         East    Units  Estimated Accuracy
 PC0270;SPC OR S     -   213,280.    1,275,310.      MT  (+/- 180 meters Scaled)
 PC0270
 PC0270                          SUPERSEDED SURVEY CONTROL
 PC0270
 PC0270  NGVD 29 (??/??/92)  144.928  (m)          475.48   (f) ADJ UNCH    1 2
 PC0270
 PC0270.Superseded values are not recommended for survey control.
 PC0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0270.See file dsdata.txt to determine how the superseded data were derived.
 PC0270
 PC0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP772222(NAD 83)
 PC0270_MARKER: DB = BENCH MARK DISK
 PC0270_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PC0270_SP_SET: CULVERT
 PC0270_STAMPING: G 555 1954
 PC0270_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PC0270
 PC0270  HISTORY     - Date     Condition        Report By
 PC0270  HISTORY     - 1954     MONUMENTED       CGS
 PC0270  HISTORY     - 1987     MARK NOT FOUND   NGS
 PC0270
 PC0270                          STATION DESCRIPTION
 PC0270
 PC0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 PC0270'8.6 MI S FROM DRAIN.
 PC0270'8.6 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 PC0270'STATION AT DRAIN, 76.4 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 PC0270'EAST CONCRETE HEAD WALL OF 24-INCH CONCRETE PIPE CULVERT 600.39, IN
 PC0270'THE TOP OF THE APPROXIMATE CENTER OF A 3- BY 3-FOOT BOULDER PROJECTING
 PC0270'1 1/2 FEET ABOVE THE GROUND, 54.3 FEET EAST OF THE EAST RAIL, 50 FEET
 PC0270'SOUTH OF THE APPROXIMATE CENTER OF A SMALL RAVINE, AND ABOUT 4 1/2
 PC0270'FEET LOWER THAN THE TRACK.
 PC0270
 PC0270                          STATION RECOVERY (1987)
 PC0270
 PC0270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PC0270'THERE OLD RAILROAD BRIDGE IS GONE AND THE AREA HAS BEEN FILLED IN.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0485 ***********************************************************************
 NZ0485  DESIGNATION -  G 56
 NZ0485  PID         -  NZ0485
 NZ0485  STATE/COUNTY-  OR/JOSEPHINE
 NZ0485  USGS QUAD   -  GRANTS PASS (1996)
 NZ0485
 NZ0485                         *CURRENT SURVEY CONTROL
 NZ0485  ___________________________________________________________________
 NZ0485* NAD 83(1986)-  42 25 29.     (N)    123 19 57.     (W)     SCALED    
 NZ0485* NAVD 88     -       288.499  (meters)     946.52   (feet)  ADJUSTED  
 NZ0485  ___________________________________________________________________
 NZ0485  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 NZ0485  DYNAMIC HT  -         288.398 (meters)     946.19  (feet)  COMP
 NZ0485  MODELED GRAV-     980,265.4   (mgal)                       NAVD 88
 NZ0485
 NZ0485  VERT ORDER  -  FIRST     CLASS II
 NZ0485
 NZ0485.The horizontal coordinates were scaled from a topographic map and have
 NZ0485.an estimated accuracy of +/- 6 seconds.
 NZ0485
 NZ0485.The orthometric height was determined by differential leveling
 NZ0485.and adjusted in June 1991.
 NZ0485
 NZ0485.The geoid height was determined by GEOID03.
 NZ0485
 NZ0485.The dynamic height is computed by dividing the NAVD 88
 NZ0485.geopotential number by the normal gravity value computed on the
 NZ0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0485.degrees latitude (g = 980.6199 gals.).
 NZ0485
 NZ0485.The modeled gravity was interpolated from observed gravity values.
 NZ0485
 NZ0485;                    North         East    Units  Estimated Accuracy
 NZ0485;SPC OR S     -    88,150.    1,266,940.      MT  (+/- 180 meters Scaled)
 NZ0485
 NZ0485                          SUPERSEDED SURVEY CONTROL
 NZ0485
 NZ0485  NGVD 29 (??/??/92)  287.508  (m)          943.27   (f) ADJ UNCH    1 2
 NZ0485
 NZ0485.Superseded values are not recommended for survey control.
 NZ0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0485.See file dsdata.txt to determine how the superseded data were derived.
 NZ0485
 NZ0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM726969(NAD 83)
 NZ0485_MARKER: DB = BENCH MARK DISK
 NZ0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ0485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NZ0485_STAMPING: 942.551 G 56 1930
 NZ0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0485+STABILITY: SURFACE MOTION
 NZ0485
 NZ0485  HISTORY     - Date     Condition        Report By
 NZ0485  HISTORY     - 1930     MONUMENTED       CGS
 NZ0485  HISTORY     - 1954     GOOD             NGS
 NZ0485  HISTORY     - 1961     GOOD             NGS
 NZ0485  HISTORY     - 1979     MARK NOT FOUND   LOCSUR
 NZ0485
 NZ0485                          STATION DESCRIPTION
 NZ0485
 NZ0485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NZ0485'1.2 MI SW FROM GRANTS PASS.
 NZ0485'0.1 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 NZ0485'THE STATION AT GRANTS PASS, THENCE 1.1 MILE SOUTHWEST ALONG 6TH
 NZ0485'STREET, AT THE INTERSECTION OF REDWOOD HIGHWAY (U. S. HIGHWAY 199),
 NZ0485'109.5 FEET EAST OF THE NORTHEAST CORNER OF THE HIGHWAY SCALES
 NZ0485'BUILDING, 51.5 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 50.5 FEET
 NZ0485'WEST OF THE CENTER LINE OF THE STREET, 18 1/2 FEET WEST OF A POWER
 NZ0485'LINE POLE WITH A METER BOX, 5 FEET NORTHEAST OF A LONE TREE, 2.1 FEET
 NZ0485'EAST OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE
 NZ0485'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 NZ0485
 NZ0485                          STATION RECOVERY (1961)
 NZ0485
 NZ0485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 NZ0485'RECOVERED IN GOOD CONDITION.
 NZ0485
 NZ0485                          STATION RECOVERY (1979)
 NZ0485
 NZ0485'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 NZ0485'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1994 ***********************************************************************
 RC1994  DESIGNATION -  G 568
 RC1994  PID         -  RC1994
 RC1994  STATE/COUNTY-  OR/SHERMAN
 RC1994  USGS QUAD   -  KENT (1970)
 RC1994
 RC1994                         *CURRENT SURVEY CONTROL
 RC1994  ___________________________________________________________________
 RC1994* NAD 83(1986)-  45 12 56.     (N)    120 42 22.     (W)     SCALED    
 RC1994* NAVD 88     -       791.543  (meters)    2596.92   (feet)  ADJUSTED  
 RC1994  ___________________________________________________________________
 RC1994  GEOID HEIGHT-         -20.85  (meters)                     GEOID03
 RC1994  DYNAMIC HT  -         791.394 (meters)    2596.43  (feet)  COMP
 RC1994  MODELED GRAV-     980,402.0   (mgal)                       NAVD 88
 RC1994
 RC1994  VERT ORDER  -  FIRST     CLASS II
 RC1994
 RC1994.The horizontal coordinates were scaled from a topographic map and have
 RC1994.an estimated accuracy of +/- 6 seconds.
 RC1994
 RC1994.The orthometric height was determined by differential leveling
 RC1994.and adjusted in June 1991.
 RC1994
 RC1994.The geoid height was determined by GEOID03.
 RC1994
 RC1994.The dynamic height is computed by dividing the NAVD 88
 RC1994.geopotential number by the normal gravity value computed on the
 RC1994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1994.degrees latitude (g = 980.6199 gals.).
 RC1994
 RC1994.The modeled gravity was interpolated from observed gravity values.
 RC1994
 RC1994;                    North         East    Units  Estimated Accuracy
 RC1994;SPC OR N     -   172,140.    2,483,810.      MT  (+/- 180 meters Scaled)
 RC1994
 RC1994                          SUPERSEDED SURVEY CONTROL
 RC1994
 RC1994.No superseded survey control is available for this station.
 RC1994
 RC1994_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR801094(NAD 83)
 RC1994_MARKER: DD = SURVEY DISK
 RC1994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC1994_SP_SET: CONCRETE POST
 RC1994_STAMPING: G 568 1960
 RC1994_MARK LOGO: ORDT  
 RC1994_PROJECTION: FLUSH
 RC1994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1994+STABILITY: SURFACE MOTION
 RC1994
 RC1994  HISTORY     - Date     Condition        Report By
 RC1994  HISTORY     - 1960     MONUMENTED       ORDT
 RC1994  HISTORY     - 1987     GOOD             NGS
 RC1994
 RC1994                          STATION DESCRIPTION
 RC1994
 RC1994'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 RC1994'2.6 KM (1.60 MI) NORTH FROM KENT.
 RC1994'0.27 KM (0.15 MI) WEST ALONG A ROAD FROM THE POST OFFICE IN KENT,
 RC1994'THENCE 2.6 KM (1.60 MI) NORTH ALONG US HIGHWAY 97, 17.12 M (56.2 FT)
 RC1994'SOUTHWEST OF THE HIGHWAY CENTERLINE, 1.21 M (4.0 FT) NORTHEAST OF A
 RC1994'FENCE.
 RC1994'THE MARK IS 0.67 METERS  NE FROM  A WITNESS POST
 RC1994'THE MARK IS 0.61 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0156 ***********************************************************************
 NW0156  DESIGNATION -  G 588
 NW0156  PID         -  NW0156
 NW0156  STATE/COUNTY-  OR/MALHEUR
 NW0156  USGS QUAD   -  THREE FORKS (1980)
 NW0156
 NW0156                         *CURRENT SURVEY CONTROL
 NW0156  ___________________________________________________________________
 NW0156* NAD 83(1986)-  42 33 09.     (N)    117 09 34.     (W)     SCALED    
 NW0156* NAVD 88     -      1390.121  (meters)    4560.76   (feet)  ADJUSTED  
 NW0156  ___________________________________________________________________
 NW0156  GEOID HEIGHT-         -17.43  (meters)                     GEOID03
 NW0156  DYNAMIC HT  -        1389.292 (meters)    4558.04  (feet)  COMP
 NW0156  MODELED GRAV-     979,976.1   (mgal)                       NAVD 88
 NW0156
 NW0156  VERT ORDER  -  SECOND    CLASS 0
 NW0156
 NW0156.The horizontal coordinates were scaled from a topographic map and have
 NW0156.an estimated accuracy of +/- 6 seconds.
 NW0156
 NW0156.The orthometric height was determined by differential leveling
 NW0156.and adjusted in June 1991.
 NW0156
 NW0156.The geoid height was determined by GEOID03.
 NW0156
 NW0156.The dynamic height is computed by dividing the NAVD 88
 NW0156.geopotential number by the normal gravity value computed on the
 NW0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0156.degrees latitude (g = 980.6199 gals.).
 NW0156
 NW0156.The modeled gravity was interpolated from observed gravity values.
 NW0156
 NW0156;                    North         East    Units  Estimated Accuracy
 NW0156;SPC OR S     -   103,870.    1,774,280.      MT  (+/- 180 meters Scaled)
 NW0156
 NW0156                          SUPERSEDED SURVEY CONTROL
 NW0156
 NW0156  NGVD 29 (??/??/92) 1389.035  (m)         4557.19   (f) ADJ UNCH    2 0
 NW0156
 NW0156.Superseded values are not recommended for survey control.
 NW0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0156.See file dsdata.txt to determine how the superseded data were derived.
 NW0156
 NW0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH869111(NAD 83)
 NW0156_MARKER: DB = BENCH MARK DISK
 NW0156_SETTING: 80 = SET IN A BOULDER
 NW0156_SP_SET: BOULDER
 NW0156_STAMPING: G 588 1963
 NW0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NW0156+STABILITY: SURFACE MOTION
 NW0156
 NW0156  HISTORY     - Date     Condition        Report By
 NW0156  HISTORY     - 1963     MONUMENTED       CGS
 NW0156
 NW0156                          STATION DESCRIPTION
 NW0156
 NW0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 NW0156'36.0 MI S FROM JORDAN VALLEY.
 NW0156'22.6 MILES SOUTH ALONG A GRAVELED ROAD FROM THE JORDAN VALLEY HOTEL AT
 NW0156'JORDAN VALLEY, THENCE 13.4 MILES SOUTHWEST ALONG A DIRT ROAD, 0.1 MILE
 NW0156'EAST OF THE 1ST SWITCHBACK SOUTHWEST OF CANYON RIM, 46 FEET NORTH OF
 NW0156'THE CENTER LINE OF THE ROAD, IN THE TOP OF A 3 BY 4-FOOT BOULDER
 NW0156'PROJECTING 0.8 FOOT ABOVE THE GROUND, 2.0 FEET NORTH OF A WITNESS
 NW0156'POST, AND ABOUT 13 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0147 ***********************************************************************
 NX0147  DESIGNATION -  G 589
 NX0147  PID         -  NX0147
 NX0147  STATE/COUNTY-  OR/LAKE
 NX0147  USGS QUAD   -  CALDERWOOD RESERVOIR (1980)
 NX0147
 NX0147                         *CURRENT SURVEY CONTROL
 NX0147  ___________________________________________________________________
 NX0147* NAD 83(1986)-  42 08 07.     (N)    119 51 47.     (W)     SCALED    
 NX0147* NAVD 88     -      1371.758  (meters)    4500.51   (feet)  ADJUSTED  
 NX0147  ___________________________________________________________________
 NX0147  GEOID HEIGHT-         -20.76  (meters)                     GEOID03
 NX0147  DYNAMIC HT  -        1370.838 (meters)    4497.49  (feet)  COMP
 NX0147  MODELED GRAV-     979,904.4   (mgal)                       NAVD 88
 NX0147
 NX0147  VERT ORDER  -  SECOND    CLASS 0
 NX0147
 NX0147.The horizontal coordinates were scaled from a topographic map and have
 NX0147.an estimated accuracy of +/- 6 seconds.
 NX0147
 NX0147.The orthometric height was determined by differential leveling
 NX0147.and adjusted in June 1991.
 NX0147
 NX0147.The geoid height was determined by GEOID03.
 NX0147
 NX0147.The dynamic height is computed by dividing the NAVD 88
 NX0147.geopotential number by the normal gravity value computed on the
 NX0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0147.degrees latitude (g = 980.6199 gals.).
 NX0147
 NX0147.The modeled gravity was interpolated from observed gravity values.
 NX0147
 NX0147;                    North         East    Units  Estimated Accuracy
 NX0147;SPC OR S     -    52,260.    1,552,660.      MT  (+/- 180 meters Scaled)
 NX0147
 NX0147                          SUPERSEDED SURVEY CONTROL
 NX0147
 NX0147  NGVD 29 (??/??/92) 1370.57   (m)         4496.6    (f) COMPUTED    2 0
 NX0147
 NX0147.Superseded values are not recommended for survey control.
 NX0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NX0147.See file dsdata.txt to determine how the superseded data were derived.
 NX0147
 NX0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKG633687(NAD 83)
 NX0147_MARKER: DB = BENCH MARK DISK
 NX0147_SETTING: 80 = SET IN A BOULDER
 NX0147_SP_SET: BOULDER
 NX0147_STAMPING: G 589 1965
 NX0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NX0147+STABILITY: SURFACE MOTION
 NX0147
 NX0147  HISTORY     - Date     Condition        Report By
 NX0147  HISTORY     - 1965     MONUMENTED       CGS
 NX0147
 NX0147                          STATION DESCRIPTION
 NX0147
 NX0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 NX0147'5.85 MI SE FROM ADEL.
 NX0147'2.1 MILES SOUTHWEST ALONG A ROAD FROM THE STORE AT ADEL, THENCE 3.75
 NX0147'MILES EAST ALONG A ROAD, 0.11 MILE SOUTH OF A WOODEN BRIDGE, IN THE
 NX0147'TOP AND 3 FEET NORTH OF THE SOUTH END OF A 10 - BY 5-FOOT BOULDER
 NX0147'PROJECTING ABOUT 3 FEET ABOVE THE GROUND, 93 FEET WEST OF THE CENTER
 NX0147'LINE OF THE ROAD, 123 FEET SOUTH OF A FENCE CORNER AND SMALL BUILDING,
 NX0147'AND ABOUT 8 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0231 ***********************************************************************
 NZ0231  DESIGNATION -  G 59
 NZ0231  PID         -  NZ0231
 NZ0231  STATE/COUNTY-  OR/JACKSON
 NZ0231  USGS QUAD   -  TRAIL (1983)
 NZ0231
 NZ0231                         *CURRENT SURVEY CONTROL
 NZ0231  ___________________________________________________________________
 NZ0231* NAD 83(1986)-  42 38 54.     (N)    122 48 39.     (W)     SCALED    
 NZ0231* NAVD 88     -       435.913  (meters)    1430.16   (feet)  ADJUSTED  
 NZ0231  ___________________________________________________________________
 NZ0231  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 NZ0231  DYNAMIC HT  -         435.743 (meters)    1429.60  (feet)  COMP
 NZ0231  MODELED GRAV-     980,218.1   (mgal)                       NAVD 88
 NZ0231
 NZ0231  VERT ORDER  -  SECOND    CLASS 0
 NZ0231
 NZ0231.The horizontal coordinates were scaled from a topographic map and have
 NZ0231.an estimated accuracy of +/- 6 seconds.
 NZ0231
 NZ0231.The orthometric height was determined by differential leveling
 NZ0231.and adjusted in June 1991.
 NZ0231
 NZ0231.The geoid height was determined by GEOID03.
 NZ0231
 NZ0231.The dynamic height is computed by dividing the NAVD 88
 NZ0231.geopotential number by the normal gravity value computed on the
 NZ0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0231.degrees latitude (g = 980.6199 gals.).
 NZ0231
 NZ0231.The modeled gravity was interpolated from observed gravity values.
 NZ0231
 NZ0231;                    North         East    Units  Estimated Accuracy
 NZ0231;SPC OR S     -   111,660.    1,310,540.      MT  (+/- 180 meters Scaled)
 NZ0231
 NZ0231                          SUPERSEDED SURVEY CONTROL
 NZ0231
 NZ0231  NGVD 29 (??/??/92)  434.871  (m)         1426.74   (f) ADJ UNCH    2 0
 NZ0231
 NZ0231.Superseded values are not recommended for survey control.
 NZ0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0231.See file dsdata.txt to determine how the superseded data were derived.
 NZ0231
 NZ0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN155217(NAD 83)
 NZ0231_MARKER: DB = BENCH MARK DISK
 NZ0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ0231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NZ0231_STAMPING: G 59 1931
 NZ0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0231+STABILITY: SURFACE MOTION
 NZ0231
 NZ0231  HISTORY     - Date     Condition        Report By
 NZ0231  HISTORY     - 1931     MONUMENTED       CGS
 NZ0231
 NZ0231                          STATION DESCRIPTION
 NZ0231
 NZ0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 NZ0231'IN TRAIL.
 NZ0231'AT TRAIL, JACKSON COUNTY, OPPOSITE THE GENERAL STORE AND POST OFFICE,
 NZ0231'27 FEET SOUTH OF THE CENTER LINE OF THE CRATER LAKE HIGHWAY, AND 1
 NZ0231'FOOT EAST OF A GATE TO A FIELD.  A STANDARD DISK, STAMPED G 59 1931
 NZ0231'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0097 ***********************************************************************
 RC0097  DESIGNATION -  G 593
 RC0097  PID         -  RC0097
 RC0097  STATE/COUNTY-  OR/GILLIAM
 RC0097  USGS QUAD   -  ARLINGTON (1971)
 RC0097
 RC0097                         *CURRENT SURVEY CONTROL
 RC0097  ___________________________________________________________________
 RC0097* NAD 83(1986)-  45 43 14.     (N)    120 12 27.     (W)     SCALED    
 RC0097* NAVD 88     -        99.332  (meters)     325.89   (feet)  ADJUSTED  
 RC0097  ___________________________________________________________________
 RC0097  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 RC0097  DYNAMIC HT  -          99.331 (meters)     325.89  (feet)  COMP
 RC0097  MODELED GRAV-     980,607.7   (mgal)                       NAVD 88
 RC0097
 RC0097  VERT ORDER  -  FIRST     CLASS I
 RC0097
 RC0097.The horizontal coordinates were scaled from a topographic map and have
 RC0097.an estimated accuracy of +/- 6 seconds.
 RC0097
 RC0097.The orthometric height was determined by differential leveling
 RC0097.and adjusted in June 1991.
 RC0097
 RC0097.The geoid height was determined by GEOID03.
 RC0097
 RC0097.The dynamic height is computed by dividing the NAVD 88
 RC0097.geopotential number by the normal gravity value computed on the
 RC0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0097.degrees latitude (g = 980.6199 gals.).
 RC0097
 RC0097.The modeled gravity was interpolated from observed gravity values.
 RC0097
 RC0097;                    North         East    Units  Estimated Accuracy
 RC0097;SPC OR N     -   228,280.    2,522,770.      MT  (+/- 180 meters Scaled)
 RC0097
 RC0097                          SUPERSEDED SURVEY CONTROL
 RC0097
 RC0097  NGVD 29 (??/??/92)   98.334  (m)          322.62   (f) ADJ UNCH    1 1
 RC0097
 RC0097.Superseded values are not recommended for survey control.
 RC0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0097.See file dsdata.txt to determine how the superseded data were derived.
 RC0097
 RC0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGR173667(NAD 83)
 RC0097_MARKER: DD = SURVEY DISK
 RC0097_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RC0097_SP_SET: CURB
 RC0097_STAMPING: G 593 1965
 RC0097_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC0097
 RC0097  HISTORY     - Date     Condition        Report By
 RC0097  HISTORY     - 1965     MONUMENTED       ORDT
 RC0097  HISTORY     - 1968     GOOD             NGS
 RC0097  HISTORY     - 1987     GOOD             USPSQD
 RC0097  HISTORY     - 1989     GOOD             USPSQD
 RC0097  HISTORY     - 20070315 MARK NOT FOUND   USPSQD
 RC0097
 RC0097                          STATION DESCRIPTION
 RC0097
 RC0097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RC0097'IN ARLINGTON.
 RC0097'AT ARLINGTON, IN THE TOP AND 4.5 FEET NORTHEAST OF THE SOUTHWEST END
 RC0097'OF THE NORTHWEST CONCRETE CURB OF INTERSTATE HIGHWAY 80 N BRIDGE OVER
 RC0097'ALKALI CANYON, 17 FEET NORTHWEST OF THE CENTER LINE OF THE WEST BOUND
 RC0097'LANES OF THE HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 RC0097
 RC0097                          STATION RECOVERY (1987)
 RC0097
 RC0097'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWE)
 RC0097'RECOVERED IN GOOD CONDITION.
 RC0097
 RC0097                          STATION RECOVERY (1989)
 RC0097
 RC0097'RECOVERY NOTE BY US POWER SQUADRON 1989 (RCC)
 RC0097'RECOVERED IN GOOD CONDITION.
 RC0097
 RC0097                          STATION RECOVERY (2007)
 RC0097
 RC0097'RECOVERY NOTE BY US POWER SQUADRON 2007 (RHH)
 RC0097'ODOT CONTRACTOR REPLACED I-84 BRIDGE RAILINGS WITH JERSEY BARRIER TYPE
 RC0097'FORMED CONCRETE WITH NO CURBING.  MARK MAY HAVE BEEN REMOVED OR MAY
 RC0097'HAVE BEEN COVERED WITH FORMED CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0163 ***********************************************************************
 NZ0163  DESIGNATION -  G 6
 NZ0163  PID         -  NZ0163
 NZ0163  STATE/COUNTY-  OR/JACKSON
 NZ0163  USGS QUAD   -  SISKIYOU PASS (1983)
 NZ0163
 NZ0163                         *CURRENT SURVEY CONTROL
 NZ0163  ___________________________________________________________________
 NZ0163* NAD 83(1986)-  42 05 30.     (N)    122 35 23.     (W)     SCALED    
 NZ0163* NAVD 88     -       943.108  (meters)    3094.18   (feet)  POSTED    
 NZ0163  ___________________________________________________________________
 NZ0163  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 NZ0163  DYNAMIC HT  -         942.560 (meters)    3092.38  (feet)  COMP
 NZ0163  MODELED GRAV-     980,010.1   (mgal)                       NAVD 88
 NZ0163
 NZ0163  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NZ0163
 NZ0163.The horizontal coordinates were scaled from a topographic map and have
 NZ0163.an estimated accuracy of +/- 6 seconds.
 NZ0163
 NZ0163.The orthometric height was determined by differential leveling
 NZ0163.and adjusted by the  in 1992.
 NZ0163.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NZ0163.rate of 0.0 thru 1.0 mm/km.
 NZ0163
 NZ0163.The geoid height was determined by GEOID03.
 NZ0163
 NZ0163.The dynamic height is computed by dividing the NAVD 88
 NZ0163.geopotential number by the normal gravity value computed on the
 NZ0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0163.degrees latitude (g = 980.6199 gals.).
 NZ0163
 NZ0163.The modeled gravity was interpolated from observed gravity values.
 NZ0163
 NZ0163;                    North         East    Units  Estimated Accuracy
 NZ0163;SPC OR S     -    49,370.    1,327,120.      MT  (+/- 180 meters Scaled)
 NZ0163
 NZ0163                          SUPERSEDED SURVEY CONTROL
 NZ0163
 NZ0163  NGVD 29 (??/??/92)  941.958  (m)         3090.41   (f) ADJ UNCH    1 2
 NZ0163
 NZ0163.Superseded values are not recommended for survey control.
 NZ0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0163.See file dsdata.txt to determine how the superseded data were derived.
 NZ0163
 NZ0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM339600(NAD 83)
 NZ0163_MARKER: DB = BENCH MARK DISK
 NZ0163_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NZ0163_SP_SET: FOUNDATION
 NZ0163_STAMPING: ELEV. 3090.069 FT. G 6 1920
 NZ0163_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NZ0163
 NZ0163  HISTORY     - Date     Condition        Report By
 NZ0163  HISTORY     - 1920     MONUMENTED       CGS
 NZ0163  HISTORY     - 1954     GOOD             NGS
 NZ0163  HISTORY     - 1977     GOOD             USGS
 NZ0163
 NZ0163                          STATION DESCRIPTION
 NZ0163
 NZ0163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NZ0163'0.3 MI SE FROM STEINMAN.
 NZ0163'0.3 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 NZ0163'THE WATER TANK AT STEINMAN, 2 TELEPHONE POLES NORTHWEST OF MILEPOLE
 NZ0163'419, AT STATE HIGHWAY 66 BRIDGE 419A OVER THE TRACK, IN THE TOP OF THE
 NZ0163'FIRST CONCRETE FOUNDATION FOR PIERS NORTHEAST OF THE SOUTHWEST
 NZ0163'CONCRETE ABUTMENT, 8.4 FEET NORTHWEST OF THE SOUTHEAST END OF THE
 NZ0163'FOUNDATION, 6.1 FEET NORTHEAST OF THE NORTHEAST RAIL OF A SIDE TRACK,
 NZ0163'AND ABOUT 3 FEET HIGHER THAN THE TRACK.
 NZ0163
 NZ0163                          STATION RECOVERY (1977)
 NZ0163
 NZ0163'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 NZ0163'0.3 MILES SE ALONG SOUTHERN PACIFIC RR FROM THE WATER TANK AT
 NZ0163'STEINMAN, 6.9 MILES N ALONG SOUTHERN PACIFIC R.R. FROM SISKIYOU, 2
 NZ0163'TELEPHONE POLES N.W. OF M.P. 419, AT OLD SISKIYOU HWY. BRIDGE 419 A
 NZ0163'OVER R.R., IN TOP OF FIRST CONCRETE FOUNDATION FOR BRIDGE PIERS NE OF
 NZ0163'SW CONCRETE ABUTMENT, 21 FT. NE OF CENTERLINE R.R., 8.4 FT. N.W. OF
 NZ0163'SE END OF FOUNDATION AND ABOUT 3 FT. HIGHER THAN THE TRACK. A USC &
 NZ0163'GS BRONZE DISK STAMPED '3090.069 G-6 1920.'
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0039 ***********************************************************************
 NZ0039  DESIGNATION -  G 60
 NZ0039  PID         -  NZ0039
 NZ0039  STATE/COUNTY-  OR/JACKSON
 NZ0039  USGS QUAD   -  UNION CREEK (1989)
 NZ0039
 NZ0039                         *CURRENT SURVEY CONTROL
 NZ0039  ___________________________________________________________________
 NZ0039* NAD 83(1986)-  42 55 14.     (N)    122 25 46.     (W)     SCALED    
 NZ0039* NAVD 88     -      1054.355  (meters)    3459.16   (feet)  ADJUSTED  
 NZ0039  ___________________________________________________________________
 NZ0039  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 NZ0039  DYNAMIC HT  -        1053.835 (meters)    3457.46  (feet)  COMP
 NZ0039  MODELED GRAV-     980,091.3   (mgal)                       NAVD 88
 NZ0039
 NZ0039  VERT ORDER  -  SECOND    CLASS 0
 NZ0039
 NZ0039.The horizontal coordinates were scaled from a topographic map and have
 NZ0039.an estimated accuracy of +/- 6 seconds.
 NZ0039
 NZ0039.The orthometric height was determined by differential leveling
 NZ0039.and adjusted in June 1991.
 NZ0039
 NZ0039.The geoid height was determined by GEOID03.
 NZ0039
 NZ0039.The dynamic height is computed by dividing the NAVD 88
 NZ0039.geopotential number by the normal gravity value computed on the
 NZ0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0039.degrees latitude (g = 980.6199 gals.).
 NZ0039
 NZ0039.The modeled gravity was interpolated from observed gravity values.
 NZ0039
 NZ0039;                    North         East    Units  Estimated Accuracy
 NZ0039;SPC OR S     -   141,100.    1,342,500.      MT  (+/- 180 meters Scaled)
 NZ0039
 NZ0039                          SUPERSEDED SURVEY CONTROL
 NZ0039
 NZ0039  NGVD 29 (??/??/92) 1053.131  (m)         3455.15   (f) ADJ UNCH    2 0
 NZ0039
 NZ0039.Superseded values are not recommended for survey control.
 NZ0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0039.See file dsdata.txt to determine how the superseded data were derived.
 NZ0039
 NZ0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN465521(NAD 83)
 NZ0039_MARKER: DD = SURVEY DISK
 NZ0039_SETTING: 66 = SET IN ROCK OUTCROP
 NZ0039_SP_SET: ROCK LEDGE
 NZ0039_STAMPING: G 60 1931
 NZ0039_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NZ0039+STABILITY: POSITION/ELEVATION WELL
 NZ0039
 NZ0039  HISTORY     - Date     Condition        Report By
 NZ0039  HISTORY     - 1931     MONUMENTED       USGS
 NZ0039  HISTORY     - 1960     GOOD             NGS
 NZ0039  HISTORY     - 1984     MARK NOT FOUND   USGS
 NZ0039
 NZ0039                          STATION DESCRIPTION
 NZ0039
 NZ0039'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 NZ0039'1.2 MI NE FROM UNION CREEK.
 NZ0039'ABOUT 1.2 MILES NORTHEAST ALONG THE CRATER LAKE HIGHWAY FROM UNION
 NZ0039'CREEK, JACKSON COUNTY, NEAR THE JUNCTION OF THE DIAMOND LAKE HIGHWAY,
 NZ0039'100 FEET NORTHWEST OF THE OLD CRATER LAKE HIGHWAY, AND IN A ROCK LEDGE
 NZ0039'ON THE EAST BANK OF ROGUE RIVER.  AA UNITED STATES GEOLOGICAL SURVEY
 NZ0039'STANDARD DISK, STAMPED G 60 1931.
 NZ0039
 NZ0039                          STATION RECOVERY (1960)
 NZ0039
 NZ0039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 NZ0039'RECOVERED IN GOOD CONDITION.
 NZ0039
 NZ0039                          STATION RECOVERY (1984)
 NZ0039
 NZ0039'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 NZ0039'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH0908 ***********************************************************************
 OH0908  DESIGNATION -  G 601
 OH0908  PID         -  OH0908
 OH0908  STATE/COUNTY-  OR/MALHEUR
 OH0908  USGS QUAD   -  MC CAIN CREEK (1969)
 OH0908
 OH0908                         *CURRENT SURVEY CONTROL
 OH0908  ___________________________________________________________________
 OH0908* NAD 83(1986)-  43 09 28.     (N)    117 18 22.     (W)     SCALED    
 OH0908* NAVD 88     -      1418.122  (meters)    4652.62   (feet)  ADJUSTED  
 OH0908  ___________________________________________________________________
 OH0908  GEOID HEIGHT-         -17.25  (meters)                     GEOID03
 OH0908  DYNAMIC HT  -        1417.384 (meters)    4650.20  (feet)  COMP
 OH0908  MODELED GRAV-     980,049.2   (mgal)                       NAVD 88
 OH0908
 OH0908  VERT ORDER  -  SECOND    CLASS 0
 OH0908
 OH0908.The horizontal coordinates were scaled from a topographic map and have
 OH0908.an estimated accuracy of +/- 6 seconds.
 OH0908
 OH0908.The orthometric height was determined by differential leveling
 OH0908.and adjusted in June 1991.
 OH0908
 OH0908.The geoid height was determined by GEOID03.
 OH0908
 OH0908.The dynamic height is computed by dividing the NAVD 88
 OH0908.geopotential number by the normal gravity value computed on the
 OH0908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0908.degrees latitude (g = 980.6199 gals.).
 OH0908
 OH0908.The modeled gravity was interpolated from observed gravity values.
 OH0908
 OH0908;                    North         East    Units  Estimated Accuracy
 OH0908;SPC OR S     -   170,590.    1,759,680.      MT  (+/- 180 meters Scaled)
 OH0908
 OH0908                          SUPERSEDED SURVEY CONTROL
 OH0908
 OH0908  NGVD 29 (??/??/92) 1417.049  (m)         4649.10   (f) ADJ UNCH    2 0
 OH0908
 OH0908.Superseded values are not recommended for survey control.
 OH0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0908.See file dsdata.txt to determine how the superseded data were derived.
 OH0908
 OH0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH751783(NAD 83)
 OH0908_MARKER: DB = BENCH MARK DISK
 OH0908_SETTING: 80 = SET IN A BOULDER
 OH0908_SP_SET: BOULDER
 OH0908_STAMPING: G 601 1966
 OH0908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0908+STABILITY: SURFACE MOTION
 OH0908
 OH0908  HISTORY     - Date     Condition        Report By
 OH0908  HISTORY     - 1966     MONUMENTED       CGS
 OH0908
 OH0908                          STATION DESCRIPTION
 OH0908
 OH0908'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OH0908'23.35 MI NW FROM JORDAN VALLEY.
 OH0908'7.7 MILES NORTH ALONG U.S. HIGHWAY 95 FROM THE SCHOOL AT JORDAN
 OH0908'VALLEY, THENCE 15.65 MILES WEST ALONG JORDAN CRATER ROAD, 0.15 MILE
 OH0908'EAST OF A CATTLEGUARD, ON THE SOUTH SIDE OF A DRY WASH, IN THE TOP OF
 OH0908'A 2- BY 4-FOOT BOULDER PROJECTING ABOUT 1 FOOT, 150 FEET SOUTHEAST OF
 OH0908'THE CENTER LINE OF THE ROAD, ABOUT 200 YARDS NORTHWEST OF A DEEP
 OH0908'RAVINE, ABOUT 36 FEET SOUTHEAST OF THE CENTER OF THE WASH, 1.7 FEET
 OH0908'SOUTH OF A WITNESS POST, AND ABOUT 7 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH0893 ***********************************************************************
 OH0893  DESIGNATION -  G 602
 OH0893  PID         -  OH0893
 OH0893  STATE/COUNTY-  OR/MALHEUR
 OH0893  USGS QUAD   -  HOOKER CREEK (1969)
 OH0893
 OH0893                         *CURRENT SURVEY CONTROL
 OH0893  ___________________________________________________________________
 OH0893* NAD 83(1986)-  43 05 31.     (N)    117 07 19.     (W)     SCALED    
 OH0893* NAVD 88     -      1367.005  (meters)    4484.92   (feet)  ADJUSTED  
 OH0893  ___________________________________________________________________
 OH0893  GEOID HEIGHT-         -16.99  (meters)                     GEOID03
 OH0893  DYNAMIC HT  -        1366.278 (meters)    4482.53  (feet)  COMP
 OH0893  MODELED GRAV-     980,040.9   (mgal)                       NAVD 88
 OH0893
 OH0893  VERT ORDER  -  SECOND    CLASS 0
 OH0893
 OH0893.The horizontal coordinates were scaled from a topographic map and have
 OH0893.an estimated accuracy of +/- 6 seconds.
 OH0893
 OH0893.The orthometric height was determined by differential leveling
 OH0893.and adjusted in June 1991.
 OH0893
 OH0893.The geoid height was determined by GEOID03.
 OH0893
 OH0893.The dynamic height is computed by dividing the NAVD 88
 OH0893.geopotential number by the normal gravity value computed on the
 OH0893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0893.degrees latitude (g = 980.6199 gals.).
 OH0893
 OH0893.The modeled gravity was interpolated from observed gravity values.
 OH0893
 OH0893;                    North         East    Units  Estimated Accuracy
 OH0893;SPC OR S     -   163,870.    1,774,940.      MT  (+/- 180 meters Scaled)
 OH0893
 OH0893                          SUPERSEDED SURVEY CONTROL
 OH0893
 OH0893  NGVD 29 (??/??/92) 1365.934  (m)         4481.40   (f) ADJ UNCH    2 0
 OH0893
 OH0893.Superseded values are not recommended for survey control.
 OH0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0893.See file dsdata.txt to determine how the superseded data were derived.
 OH0893
 OH0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH900710(NAD 83)
 OH0893_MARKER: DB = BENCH MARK DISK
 OH0893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0893_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0893_STAMPING: G 602 1966
 OH0893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0893+STABILITY: SURFACE MOTION
 OH0893
 OH0893  HISTORY     - Date     Condition        Report By
 OH0893  HISTORY     - 1966     MONUMENTED       CGS
 OH0893
 OH0893                          STATION DESCRIPTION
 OH0893
 OH0893'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OH0893'10.65 MI NW FROM JORDAN VALLEY.
 OH0893'7.7 MILES NORTH ALONG U.S. HIGHWAY 95 FROM THE SCHOOL AT JORDAN
 OH0893'VALLEY, THENCE 2.95 MILES WEST ALONG JORDAN CRATER ROAD, 0.1 MILE WEST
 OH0893'OF THE CREST OF A RISE IN THE ROAD, 145 FEET EAST OF THE CENTER OF THE
 OH0893'CROSSING OF A DRY WASH, 76 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 OH0893'2 1/2 FEET EAST OF A TELEPHONE POLE, 2.0 FEET WEST OF A WITNESS POST,
 OH0893'ABOUT 4 1/2 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 OH0893'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH0966 ***********************************************************************
 OH0966  DESIGNATION -  G 603
 OH0966  PID         -  OH0966
 OH0966  STATE/COUNTY-  OR/MALHEUR
 OH0966  USGS QUAD   -  COPELAND RESERVOIRS (1972)
 OH0966
 OH0966                         *CURRENT SURVEY CONTROL
 OH0966  ___________________________________________________________________
 OH0966* NAD 83(1986)-  43 24 24.     (N)    117 42 24.     (W)     SCALED    
 OH0966* NAVD 88     -      1382.650  (meters)    4536.24   (feet)  ADJUSTED  
 OH0966  ___________________________________________________________________
 OH0966  GEOID HEIGHT-         -17.77  (meters)                     GEOID03
 OH0966  DYNAMIC HT  -        1381.964 (meters)    4533.99  (feet)  COMP
 OH0966  MODELED GRAV-     980,074.3   (mgal)                       NAVD 88
 OH0966
 OH0966  VERT ORDER  -  SECOND    CLASS 0
 OH0966
 OH0966.The horizontal coordinates were scaled from a topographic map and have
 OH0966.an estimated accuracy of +/- 6 seconds.
 OH0966
 OH0966.The orthometric height was determined by differential leveling
 OH0966.and adjusted in June 1991.
 OH0966
 OH0966.The geoid height was determined by GEOID03.
 OH0966
 OH0966.The dynamic height is computed by dividing the NAVD 88
 OH0966.geopotential number by the normal gravity value computed on the
 OH0966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0966.degrees latitude (g = 980.6199 gals.).
 OH0966
 OH0966.The modeled gravity was interpolated from observed gravity values.
 OH0966
 OH0966;                    North         East    Units  Estimated Accuracy
 OH0966;SPC OR S     -   197,060.    1,726,200.      MT  (+/- 180 meters Scaled)
 OH0966
 OH0966                          SUPERSEDED SURVEY CONTROL
 OH0966
 OH0966  NGVD 29 (??/??/92) 1381.524  (m)         4532.55   (f) ADJ UNCH    2 0
 OH0966
 OH0966.Superseded values are not recommended for survey control.
 OH0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0966.See file dsdata.txt to determine how the superseded data were derived.
 OH0966
 OH0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ427062(NAD 83)
 OH0966_MARKER: DB = BENCH MARK DISK
 OH0966_SETTING: 80 = SET IN A BOULDER
 OH0966_SP_SET: BOULDER
 OH0966_STAMPING: G 603 1966
 OH0966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0966+STABILITY: SURFACE MOTION
 OH0966
 OH0966  HISTORY     - Date     Condition        Report By
 OH0966  HISTORY     - 1966     MONUMENTED       CGS
 OH0966
 OH0966                          STATION DESCRIPTION
 OH0966
 OH0966'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OH0966'39.9 MI S FROM HARPER.
 OH0966'37.0 MILES SOUTH ALONG CROWLEY ROAD FROM THE JUNCTION OF U.S. HIGHWAY
 OH0966'20 AT HARPER, THENCE 2.9 MILES EAST ALONG THE MUD FLAT RANCH ROAD, ON
 OH0966'THE NORTHWEST SLOPE OF A ROCKY HILL, IN THE TOP OF A LAVA BOULDER
 OH0966'PROJECTING ABOUT 1/2 FOOT, 65 FEET SOUTHWEST OF THE CENTER LINE OF THE
 OH0966'ROAD, 1.2 FEET NORTHWEST OF A WITNESS POST, AND ABOUT 1 FOOT LOWER
 OH0966'THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH0932 ***********************************************************************
 OH0932  DESIGNATION -  G 604
 OH0932  PID         -  OH0932
 OH0932  STATE/COUNTY-  OR/MALHEUR
 OH0932  USGS QUAD   -  JORDAN CRATERS NORTH (1969)
 OH0932
 OH0932                         *CURRENT SURVEY CONTROL
 OH0932  ___________________________________________________________________
 OH0932* NAD 83(1986)-  43 14 43.     (N)    117 29 29.     (W)     SCALED    
 OH0932* NAVD 88     -       837.647  (meters)    2748.18   (feet)  ADJUSTED  
 OH0932  ___________________________________________________________________
 OH0932  GEOID HEIGHT-         -17.78  (meters)                     GEOID03
 OH0932  DYNAMIC HT  -         837.273 (meters)    2746.95  (feet)  COMP
 OH0932  MODELED GRAV-     980,146.1   (mgal)                       NAVD 88
 OH0932
 OH0932  VERT ORDER  -  SECOND    CLASS 0
 OH0932
 OH0932.The horizontal coordinates were scaled from a topographic map and have
 OH0932.an estimated accuracy of +/- 6 seconds.
 OH0932
 OH0932.The orthometric height was determined by differential leveling
 OH0932.and adjusted in June 1991.
 OH0932
 OH0932.The geoid height was determined by GEOID03.
 OH0932
 OH0932.The dynamic height is computed by dividing the NAVD 88
 OH0932.geopotential number by the normal gravity value computed on the
 OH0932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0932.degrees latitude (g = 980.6199 gals.).
 OH0932
 OH0932.The modeled gravity was interpolated from observed gravity values.
 OH0932
 OH0932;                    North         East    Units  Estimated Accuracy
 OH0932;SPC OR S     -   179,740.    1,744,270.      MT  (+/- 180 meters Scaled)
 OH0932
 OH0932                          SUPERSEDED SURVEY CONTROL
 OH0932
 OH0932  NGVD 29 (??/??/92)  836.586  (m)         2744.70   (f) ADJ UNCH    2 0
 OH0932
 OH0932.Superseded values are not recommended for survey control.
 OH0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0932.See file dsdata.txt to determine how the superseded data were derived.
 OH0932
 OH0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH601881(NAD 83)
 OH0932_MARKER: DB = BENCH MARK DISK
 OH0932_SETTING: 80 = SET IN A BOULDER
 OH0932_SP_SET: BOULDER
 OH0932_STAMPING: G 604 1966
 OH0932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0932+STABILITY: SURFACE MOTION
 OH0932
 OH0932  HISTORY     - Date     Condition        Report By
 OH0932  HISTORY     - 1966     MONUMENTED       CGS
 OH0932
 OH0932                          STATION DESCRIPTION
 OH0932
 OH0932'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OH0932'64.1 MI SE FROM HARPER.
 OH0932'37.0 MILES SOUTH ALONG CROWLEY ROAD FROM THE JUNCTION OF U.S. HIGHWAY
 OH0932'20 AT HARPER, THENCE 9.8 MILES EAST ALONG THE MUD FLAT RANCH ROAD,
 OH0932'THENCE 0.35 MILE NORTH ALONG A DIRT ROAD, THENCE 9.75 MILES EAST ALONG
 OH0932'A DIRT ROAD, THENCE 7.2 MILES SOUTH ALONG A DIRT ROAD ALONG THE WEST
 OH0932'SIDE OF OWYHEE RIVER, ON A SMALL KNOLL, IN THE TOP OF A LAVA BOULDER
 OH0932'PROJECTING ABOUT 1 1/2 FEET, 135 FEET NORTHWEST OF THE CENTER LINE OF
 OH0932'THE ROAD, 1.3 FEET NORTHWEST OF A WITNESS POST, AND ABOUT 12 FEET
 OH0932'HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0597 ***********************************************************************
 NY0597  DESIGNATION -  G 61
 NY0597  PID         -  NY0597
 NY0597  STATE/COUNTY-  OR/KLAMATH
 NY0597  USGS QUAD   -  FUEGO (1988)
 NY0597
 NY0597                         *CURRENT SURVEY CONTROL
 NY0597  ___________________________________________________________________
 NY0597* NAD 83(1986)-  42 46 27.     (N)    121 50 01.     (W)     SCALED    
 NY0597* NAVD 88     -      1376.829  (meters)    4517.15   (feet)  POSTED    
 NY0597  ___________________________________________________________________
 NY0597  GEOID HEIGHT-         -21.96  (meters)                     GEOID03
 NY0597  DYNAMIC HT  -        1376.040 (meters)    4514.56  (feet)  COMP
 NY0597  MODELED GRAV-     980,002.7   (mgal)                       NAVD 88
 NY0597
 NY0597  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NY0597
 NY0597.The horizontal coordinates were scaled from a topographic map and have
 NY0597.an estimated accuracy of +/- 6 seconds.
 NY0597
 NY0597.The orthometric height was determined by differential leveling
 NY0597.and adjusted by the  in 1992.
 NY0597.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NY0597.rate of 0.0 thru 1.0 mm/km.
 NY0597
 NY0597.The geoid height was determined by GEOID03.
 NY0597
 NY0597.The dynamic height is computed by dividing the NAVD 88
 NY0597.geopotential number by the normal gravity value computed on the
 NY0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0597.degrees latitude (g = 980.6199 gals.).
 NY0597
 NY0597.The modeled gravity was interpolated from observed gravity values.
 NY0597
 NY0597;                    North         East    Units  Estimated Accuracy
 NY0597;SPC OR S     -   123,890.    1,390,870.      MT  (+/- 180 meters Scaled)
 NY0597
 NY0597                          SUPERSEDED SURVEY CONTROL
 NY0597
 NY0597  NGVD 29 (??/??/92) 1375.593  (m)         4513.09   (f) ADJ UNCH    1 2
 NY0597
 NY0597.Superseded values are not recommended for survey control.
 NY0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0597.See file dsdata.txt to determine how the superseded data were derived.
 NY0597
 NY0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN954363(NAD 83)
 NY0597_MARKER: DB = BENCH MARK DISK
 NY0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0597_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NY0597_STAMPING: G 61 1931
 NY0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0597+STABILITY: SURFACE MOTION
 NY0597
 NY0597  HISTORY     - Date     Condition        Report By
 NY0597  HISTORY     - 1931     MONUMENTED       CGS
 NY0597  HISTORY     - 1934     GOOD             NGS
 NY0597  HISTORY     - 19850807 MARK NOT FOUND   USPSQD
 NY0597  HISTORY     - 19880706 MARK NOT FOUND   NGS
 NY0597
 NY0597                          STATION DESCRIPTION
 NY0597
 NY0597'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NY0597'1.9 MI N FROM KIRK.
 NY0597'1.9 MILES NORTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM KIRK,
 NY0597'KLAMATH COUNTY, AT MILEAGE 472.2, 1.0 MILE NORTH OF A ROAD CROSSING,
 NY0597'147 FEET NORTH OF SEMAPHORE 472.2, 213 FEET NORTH OF THE POINT WHERE
 NY0597'THE TELEPHONE LINES CROSS THE RAILROAD, 50.6 FEET EAST OF THE TRACK
 NY0597'CENTERLINE, IN A FENCE CORNER, IN THE TOP OF A CONCRETE POST
 NY0597'PROJECTING 6 INCHES ABOVE THE GROUND.  A STANDARD DISK STAMPED
 NY0597'4512.924 G 61 1931.
 NY0597
 NY0597                          STATION RECOVERY (1985)
 NY0597
 NY0597'RECOVERY NOTE BY US POWER SQUADRON 1985 (LAB)
 NY0597'MARK NOT FOUND.
 NY0597
 NY0597                          STATION RECOVERY (1988)
 NY0597
 NY0597'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 NY0597'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0771 ***********************************************************************
 QE0771  DESIGNATION -  G 619
 QE0771  PID         -  QE0771
 QE0771  STATE/COUNTY-  OR/MARION
 QE0771  USGS QUAD   -  SIDNEY (1986)
 QE0771
 QE0771                         *CURRENT SURVEY CONTROL
 QE0771  ___________________________________________________________________
 QE0771* NAD 83(1986)-  44 52 06.     (N)    123 00 13.     (W)     SCALED    
 QE0771* NAVD 88     -       140.894  (meters)     462.25   (feet)  ADJUSTED  
 QE0771  ___________________________________________________________________
 QE0771  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 QE0771  DYNAMIC HT  -         140.886 (meters)     462.22  (feet)  COMP
 QE0771  MODELED GRAV-     980,557.7   (mgal)                       NAVD 88
 QE0771
 QE0771  VERT ORDER  -  SECOND    CLASS 0
 QE0771
 QE0771.The horizontal coordinates were scaled from a topographic map and have
 QE0771.an estimated accuracy of +/- 6 seconds.
 QE0771
 QE0771.The orthometric height was determined by differential leveling
 QE0771.and adjusted in June 1991.
 QE0771
 QE0771.The geoid height was determined by GEOID03.
 QE0771
 QE0771.The dynamic height is computed by dividing the NAVD 88
 QE0771.geopotential number by the normal gravity value computed on the
 QE0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0771.degrees latitude (g = 980.6199 gals.).
 QE0771
 QE0771.The modeled gravity was interpolated from observed gravity values.
 QE0771
 QE0771;                    North         East    Units  Estimated Accuracy
 QE0771;SPC OR N     -   136,600.    2,302,200.      MT  (+/- 180 meters Scaled)
 QE0771
 QE0771                          SUPERSEDED SURVEY CONTROL
 QE0771
 QE0771  NGVD 29 (??/??/92)  139.868  (m)          458.88   (f) ADJ UNCH    2 0
 QE0771
 QE0771.Superseded values are not recommended for survey control.
 QE0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0771.See file dsdata.txt to determine how the superseded data were derived.
 QE0771
 QE0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ997683(NAD 83)
 QE0771_MARKER: DD = SURVEY DISK
 QE0771_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QE0771_SP_SET: STRUCTURE
 QE0771_STAMPING: G 619 1968
 QE0771_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0771
 QE0771  HISTORY     - Date     Condition        Report By
 QE0771  HISTORY     - 1968     MONUMENTED       ORHD
 QE0771  HISTORY     - 1987     MARK NOT FOUND   NGS
 QE0771  HISTORY     - 1990     GOOD             USPSQD
 QE0771  HISTORY     - 20060217 MARK NOT FOUND   USPSQD
 QE0771  HISTORY     - 20060327 MARK NOT FOUND   USPSQD
 QE0771
 QE0771                          STATION DESCRIPTION
 QE0771
 QE0771'DESCRIBED BY OREGON HIGHWAY DEPARTMENT 1968
 QE0771'6.4 MI S FROM SALEM.
 QE0771'3.56 MILES SOUTH ALONG US INTERSTATE 5 FROM THE NORTH SANTIAM
 QE0771'INTERCHANGE (ORE22), IN THE NORTHWEST CORNER OF THE STRUCTURE OVER I-5
 QE0771'ON BATTLE CREEK ROAD.  A OREGON STATE HIGHWAY DEPT.  STANDARD DISK,
 QE0771'STAMPED G 619 1968.
 QE0771
 QE0771                          STATION RECOVERY (1987)
 QE0771
 QE0771'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE0771'MARK NOT FOUND.
 QE0771
 QE0771                          STATION RECOVERY (1990)
 QE0771
 QE0771'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCB)
 QE0771'RECOVERED IN GOOD CONDITION.
 QE0771
 QE0771                          STATION RECOVERY (2006)
 QE0771
 QE0771'RECOVERY NOTE BY US POWER SQUADRON 2006 (RJH)
 QE0771'BRIDGE WAS PHYSICALLY RAISED 2.5 FEET IN 2003 - 2004.  SUPPORT
 QE0771'STRUCTRES ON BOTH ENDS WERE RECONSTRUCTED.
 QE0771
 QE0771                          STATION RECOVERY (2006)
 QE0771
 QE0771'RECOVERY NOTE BY US POWER SQUADRON 2006 (RJH)
 QE0771'BATTLECREEK BRIDGE OVER INTERSTATE 5 RAISED/RECONSTRUCTED IN 2003 TO
 QE0771'2004. SUPPORT ENDS WERE REBUILT AND MARK WAS DESTROYED IN THE PROCESS.
 QE0771' 
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0353 ***********************************************************************
 PB0353  DESIGNATION -  G 62
 PB0353  PID         -  PB0353
 PB0353  STATE/COUNTY-  OR/KLAMATH
 PB0353  USGS QUAD   -  CRYDER BUTTE (1981)
 PB0353
 PB0353                         *CURRENT SURVEY CONTROL
 PB0353  ___________________________________________________________________
 PB0353* NAD 83(1986)-  43 32 00.     (N)    121 37 38.     (W)     SCALED    
 PB0353* NAVD 88     -      1335.446  (meters)    4381.38   (feet)  ADJUSTED  
 PB0353  ___________________________________________________________________
 PB0353  GEOID HEIGHT-         -21.10  (meters)                     GEOID03
 PB0353  DYNAMIC HT  -        1334.800 (meters)    4379.26  (feet)  COMP
 PB0353  MODELED GRAV-     980,089.4   (mgal)                       NAVD 88
 PB0353
 PB0353  VERT ORDER  -  FIRST     CLASS II
 PB0353
 PB0353.The horizontal coordinates were scaled from a topographic map and have
 PB0353.an estimated accuracy of +/- 6 seconds.
 PB0353
 PB0353.The orthometric height was determined by differential leveling
 PB0353.and adjusted in June 1991.
 PB0353
 PB0353.The geoid height was determined by GEOID03.
 PB0353
 PB0353.The dynamic height is computed by dividing the NAVD 88
 PB0353.geopotential number by the normal gravity value computed on the
 PB0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0353.degrees latitude (g = 980.6199 gals.).
 PB0353
 PB0353.The modeled gravity was interpolated from observed gravity values.
 PB0353
 PB0353;                    North         East    Units  Estimated Accuracy
 PB0353;SPC OR S     -   207,970.    1,408,900.      MT  (+/- 180 meters Scaled)
 PB0353
 PB0353                          SUPERSEDED SURVEY CONTROL
 PB0353
 PB0353  NGVD 29 (??/??/92) 1334.205  (m)         4377.30   (f) ADJ UNCH    1 2
 PB0353
 PB0353.Superseded values are not recommended for survey control.
 PB0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0353.See file dsdata.txt to determine how the superseded data were derived.
 PB0353
 PB0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP109209(NAD 83)
 PB0353_MARKER: DB = BENCH MARK DISK
 PB0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0353_SP_SET: SQUARE CONCRETE MONUMENT
 PB0353_STAMPING: G 62 1931 4377.258
 PB0353_MARK LOGO: CGS   
 PB0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0353+STABILITY: SURFACE MOTION
 PB0353_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PB0353+SATELLITE: SATELLITE OBSERVATIONS - July 19, 1988
 PB0353
 PB0353  HISTORY     - Date     Condition        Report By
 PB0353  HISTORY     - 1931     MONUMENTED       CGS
 PB0353  HISTORY     - 1934     GOOD             NGS
 PB0353  HISTORY     - 19880719 GOOD             NGS
 PB0353
 PB0353                          STATION DESCRIPTION
 PB0353
 PB0353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PB0353'6.2 MI NE FROM CRESCENT.
 PB0353'6.2 MILES NORTHEAST ALONG THE DALLES - CALIFORNIA HIGHWAY FROM
 PB0353'CRESCENT, KLAMATH COUNTY, 66 FEET SOUTH OF MILEPOST 183, AT THE NORTH
 PB0353'END OF A SHORT TANGENT, AT THE POINT WHERE THE HIGHWAY FROM THE NORTH
 PB0353'LEAVES A BANK, 28 FEET WEST OF THE HIGHWAY CENTERLINE, IN THE TOP OF A
 PB0353'CONCRETE POST PROJECTING 8 INCHES ABOVE THE GROUND.  A STANDARD DISK
 PB0353'STAMPED 4377.258 G 62 1931.
 PB0353
 PB0353                          STATION RECOVERY (1988)
 PB0353
 PB0353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 PB0353'9.8 KM (6.10 MI) NORTHERLY ALONG U.S. HIGHWAY 97 FROM THE POST OFFICE
 PB0353'IN CRESCENT, 45.7 M (149.9 FT) SOUTHEAST OF THE CENTERLINE OF THE
 PB0353'HIGHWAY, 8.5 M (27.9 FT) NORTHWEST OF THE CENTER OF THE OLD HIGHWAY,
 PB0353'8.0 M (26.2 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT)
 PB0353'SOUTHWEST OF A WITNESS POST, AND IN TOP OF A CONCRETE POST THAT
 PB0353'PROJECTS 0.03 M (0.1 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0754 ***********************************************************************
 QE0754  DESIGNATION -  G 620
 QE0754  PID         -  QE0754
 QE0754  STATE/COUNTY-  OR/MARION
 QE0754  USGS QUAD   -  SALEM EAST (1986)
 QE0754
 QE0754                         *CURRENT SURVEY CONTROL
 QE0754  ___________________________________________________________________
 QE0754* NAD 83(1986)-  44 56 23.     (N)    122 59 23.     (W)     SCALED    
 QE0754* NAVD 88     -        68.266  (meters)     223.97   (feet)  ADJUSTED  
 QE0754  ___________________________________________________________________
 QE0754  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 QE0754  DYNAMIC HT  -          68.263 (meters)     223.96  (feet)  COMP
 QE0754  MODELED GRAV-     980,571.6   (mgal)                       NAVD 88
 QE0754
 QE0754  VERT ORDER  -  SECOND    CLASS 0
 QE0754
 QE0754.The horizontal coordinates were scaled from a topographic map and have
 QE0754.an estimated accuracy of +/- 6 seconds.
 QE0754
 QE0754.The orthometric height was determined by differential leveling
 QE0754.and adjusted in June 1991.
 QE0754
 QE0754.The geoid height was determined by GEOID03.
 QE0754
 QE0754.The dynamic height is computed by dividing the NAVD 88
 QE0754.geopotential number by the normal gravity value computed on the
 QE0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0754.degrees latitude (g = 980.6199 gals.).
 QE0754
 QE0754.The modeled gravity was interpolated from observed gravity values.
 QE0754
 QE0754;                    North         East    Units  Estimated Accuracy
 QE0754;SPC OR N     -   144,490.    2,303,540.      MT  (+/- 180 meters Scaled)
 QE0754
 QE0754                          SUPERSEDED SURVEY CONTROL
 QE0754
 QE0754  NGVD 29 (??/??/92)   67.240  (m)          220.60   (f) ADJ UNCH    2 0
 QE0754
 QE0754.Superseded values are not recommended for survey control.
 QE0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0754.See file dsdata.txt to determine how the superseded data were derived.
 QE0754
 QE0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ008762(NAD 83)
 QE0754_MARKER: DD = SURVEY DISK
 QE0754_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QE0754_SP_SET: STRUCTURE
 QE0754_STAMPING: G 620 1969
 QE0754_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0754
 QE0754  HISTORY     - Date     Condition        Report By
 QE0754  HISTORY     - 1969     MONUMENTED       ORDT
 QE0754  HISTORY     - 1990     GOOD             USPSQD
 QE0754  HISTORY     - 20011103 MARK NOT FOUND   USPSQD
 QE0754
 QE0754                          STATION DESCRIPTION
 QE0754
 QE0754'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1969
 QE0754'IN SALEM.
 QE0754'1.65 MILES NORTH ALONG US INTERSTATE 5 FROM THE ORE22 OVERCROSSING TO
 QE0754'THE CENTER STREET OVERCROSSING, IN THE NORTHEAST CORNER OF THE
 QE0754'STRUCTURE.  A OREGON STATE HIGHWAY DEPT. STANDARD DISK, STAMPED G 620
 QE0754'1969.
 QE0754
 QE0754                          STATION RECOVERY (1990)
 QE0754
 QE0754'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCB)
 QE0754'RECOVERED IN GOOD CONDITION.
 QE0754
 QE0754                          STATION RECOVERY (2001)
 QE0754
 QE0754'RECOVERY NOTE BY US POWER SQUADRON 2001
 QE0754'MARK NOT FOUND.  FREEWAY WAS COMPLETELY REBUILT IN THIS AREA WITHIN
 QE0754'THE PAST YEAR
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0374 ***********************************************************************
 RB0374  DESIGNATION -  G 627
 RB0374  PID         -  RB0374
 RB0374  STATE/COUNTY-  OR/UMATILLA
 RB0374  USGS QUAD   -  TABLE ROCK (1974)
 RB0374
 RB0374                         *CURRENT SURVEY CONTROL
 RB0374  ___________________________________________________________________
 RB0374* NAD 83(1986)-  45 34 48.     (N)    118 37 53.     (W)     SCALED    
 RB0374* NAVD 88     -       824.045  (meters)    2703.55   (feet)  ADJUSTED  
 RB0374  ___________________________________________________________________
 RB0374  GEOID HEIGHT-         -19.92  (meters)                     GEOID03
 RB0374  DYNAMIC HT  -         823.902 (meters)    2703.09  (feet)  COMP
 RB0374  MODELED GRAV-     980,414.8   (mgal)                       NAVD 88
 RB0374
 RB0374  VERT ORDER  -  SECOND    CLASS 0
 RB0374
 RB0374.The horizontal coordinates were scaled from a topographic map and have
 RB0374.an estimated accuracy of +/- 6 seconds.
 RB0374
 RB0374.The orthometric height was determined by differential leveling
 RB0374.and adjusted in June 1991.
 RB0374
 RB0374.The geoid height was determined by GEOID03.
 RB0374
 RB0374.The dynamic height is computed by dividing the NAVD 88
 RB0374.geopotential number by the normal gravity value computed on the
 RB0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0374.degrees latitude (g = 980.6199 gals.).
 RB0374
 RB0374.The modeled gravity was interpolated from observed gravity values.
 RB0374
 RB0374;                    North         East    Units  Estimated Accuracy
 RB0374;SPC OR N     -   214,300.    2,645,820.      MT  (+/- 180 meters Scaled)
 RB0374
 RB0374                          SUPERSEDED SURVEY CONTROL
 RB0374
 RB0374  NGVD 29 (??/??/92)  822.998  (m)         2700.12   (f) ADJ UNCH    2 0
 RB0374
 RB0374.Superseded values are not recommended for survey control.
 RB0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0374.See file dsdata.txt to determine how the superseded data were derived.
 RB0374
 RB0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL727486(NAD 83)
 RB0374_MARKER: DD = SURVEY DISK
 RB0374_SETTING: 66 = SET IN ROCK OUTCROP
 RB0374_SP_SET: ROCK OUTCROP
 RB0374_STAMPING: G 627 1970
 RB0374_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RB0374+STABILITY: POSITION/ELEVATION WELL
 RB0374
 RB0374  HISTORY     - Date     Condition        Report By
 RB0374  HISTORY     - 1970     MONUMENTED       ORDT
 RB0374
 RB0374                          STATION DESCRIPTION
 RB0374
 RB0374'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1970
 RB0374'8.1 MI SE FROM MISSION.
 RB0374'ABOUT 6.1 MILES EAST ON INTERSTATE 80N FROM THE MISSION-GIBBON
 RB0374'OVERCROSSING TO A TURN OUT ON THE LEFT SIDE OF THE HIGHWAY.  THE MARK
 RB0374'IS SET IN A DRILL HOLE IN A ROCK OUTCROPPING, 100 FEET NORTH OF
 RB0374'PIONEER MOTEL SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0396 ***********************************************************************
 QD0396  DESIGNATION -  G 63
 QD0396  PID         -  QD0396
 QD0396  STATE/COUNTY-  OR/CROOK
 QD0396  USGS QUAD   -  OCHOCO RESERVOIR (1992)
 QD0396
 QD0396                         *CURRENT SURVEY CONTROL
 QD0396  ___________________________________________________________________
 QD0396* NAD 83(1986)-  44 19 16.     (N)    120 39 55.     (W)     SCALED    
 QD0396* NAVD 88     -       958.689  (meters)    3145.30   (feet)  ADJUSTED  
 QD0396  ___________________________________________________________________
 QD0396  GEOID HEIGHT-         -20.06  (meters)                     GEOID03
 QD0396  DYNAMIC HT  -         958.363 (meters)    3144.23  (feet)  COMP
 QD0396  MODELED GRAV-     980,246.6   (mgal)                       NAVD 88
 QD0396
 QD0396  VERT ORDER  -  FIRST     CLASS II
 QD0396
 QD0396.The horizontal coordinates were scaled from a topographic map and have
 QD0396.an estimated accuracy of +/- 6 seconds.
 QD0396
 QD0396.The orthometric height was determined by differential leveling
 QD0396.and adjusted in June 1991.
 QD0396
 QD0396.The geoid height was determined by GEOID03.
 QD0396
 QD0396.The dynamic height is computed by dividing the NAVD 88
 QD0396.geopotential number by the normal gravity value computed on the
 QD0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0396.degrees latitude (g = 980.6199 gals.).
 QD0396
 QD0396.The modeled gravity was interpolated from observed gravity values.
 QD0396
 QD0396;                    North         East    Units  Estimated Accuracy
 QD0396;SPC OR S     -   294,900.    1,486,810.      MT  (+/- 180 meters Scaled)
 QD0396
 QD0396                          SUPERSEDED SURVEY CONTROL
 QD0396
 QD0396  NGVD 29 (??/??/92)  957.542  (m)         3141.54   (f) ADJ UNCH    1 2
 QD0396
 QD0396.Superseded values are not recommended for survey control.
 QD0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0396.See file dsdata.txt to determine how the superseded data were derived.
 QD0396
 QD0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ861101(NAD 83)
 QD0396_MARKER: DB = BENCH MARK DISK
 QD0396_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QD0396_SP_SET: CULVERT
 QD0396_STAMPING: 3141.765 G 63 1931
 QD0396_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0396
 QD0396  HISTORY     - Date     Condition        Report By
 QD0396  HISTORY     - 1931     MONUMENTED       ORDT
 QD0396  HISTORY     - 1935     GOOD             NGS
 QD0396  HISTORY     - 19880726 MARK NOT FOUND   NGS
 QD0396
 QD0396                          STATION DESCRIPTION
 QD0396
 QD0396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 QD0396'9.6 MI E FROM PRINEVILLE.
 QD0396'9.6 MILES EAST ALONG THE OCHOCO HIGHWAY FROM PRINEVILLE, CROOK COUNTY,
 QD0396'AT THE SOUTHWEST CORNER OF THE HIGHWAY BRIDGE OVER MILL CREEK, IN THE
 QD0396'TOP OF THE WING WALL.  AN OREGON STATE HIGHWAY DEPARTMENT STANDARD
 QD0396'DISK STAMPED 3141.765 G 63 1931.
 QD0396
 QD0396                          STATION RECOVERY (1988)
 QD0396
 QD0396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QD0396'THERE IS NEW A BRIDGE AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0582 ***********************************************************************
 RC0582  DESIGNATION -  G 636
 RC0582  PID         -  RC0582
 RC0582  STATE/COUNTY-  OR/SHERMAN
 RC0582  USGS QUAD   -  RUFUS (1971)
 RC0582
 RC0582                         *CURRENT SURVEY CONTROL
 RC0582  ___________________________________________________________________
 RC0582* NAD 83(1986)-  45 43 44.     (N)    120 39 09.     (W)     SCALED    
 RC0582* NAVD 88     -        93.598  (meters)     307.08   (feet)  ADJUSTED  
 RC0582  ___________________________________________________________________
 RC0582  GEOID HEIGHT-         -21.31  (meters)                     GEOID03
 RC0582  DYNAMIC HT  -          93.596 (meters)     307.07  (feet)  COMP
 RC0582  MODELED GRAV-     980,600.5   (mgal)                       NAVD 88
 RC0582
 RC0582  VERT ORDER  -  FIRST     CLASS I
 RC0582
 RC0582.The horizontal coordinates were scaled from a topographic map and have
 RC0582.an estimated accuracy of +/- 6 seconds.
 RC0582
 RC0582.The orthometric height was determined by differential leveling
 RC0582.and adjusted in June 1991.
 RC0582
 RC0582.The geoid height was determined by GEOID03.
 RC0582
 RC0582.The dynamic height is computed by dividing the NAVD 88
 RC0582.geopotential number by the normal gravity value computed on the
 RC0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0582.degrees latitude (g = 980.6199 gals.).
 RC0582
 RC0582.The modeled gravity was interpolated from observed gravity values.
 RC0582
 RC0582;                    North         East    Units  Estimated Accuracy
 RC0582;SPC OR N     -   229,170.    2,488,130.      MT  (+/- 180 meters Scaled)
 RC0582
 RC0582                          SUPERSEDED SURVEY CONTROL
 RC0582
 RC0582  NGVD 29 (??/??/92)   92.610  (m)          303.84   (f) ADJ UNCH    1 1
 RC0582
 RC0582.Superseded values are not recommended for survey control.
 RC0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0582.See file dsdata.txt to determine how the superseded data were derived.
 RC0582
 RC0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR826666(NAD 83)
 RC0582_MARKER: DD = SURVEY DISK
 RC0582_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RC0582_SP_SET: BRIDGE
 RC0582_STAMPING: G 636
 RC0582_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RC0582
 RC0582  HISTORY     - Date     Condition        Report By
 RC0582  HISTORY     - UNK      MONUMENTED       ORDT
 RC0582  HISTORY     - 1968     GOOD             NGS
 RC0582
 RC0582                          STATION DESCRIPTION
 RC0582
 RC0582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RC0582'4.4 MI NE FROM RUFUS.
 RC0582'4.4 MILES NORTHEAST ALONG INTERSTATE HIGHWAY 80 N FROM AN OVERPASS
 RC0582'OVER THE ACCESS ROAD AT RUFUS, IN T3N R17E, SECTION 23, IN THE TOP AND
 RC0582'0.9 FOOT NORTHWEST OF THE SOUTHEAST END OF THE NORTHWEST CONCRETE WING
 RC0582'WALL OF A BRIDGE OVER JOHN DAY RIVER ROAD, 25 1/2 FEET NORTH OF THE
 RC0582'CENTER LINE OF THE WEST BOUND LANES OF THE HIGHWAY, 1.5 FEET NORTH OF
 RC0582'THE NORTH FACE OF THE NORTH GUARDRAIL, AND ABOUT 1/2 FOOT HIGHER THAN
 RC0582'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0658 ***********************************************************************
 RC0658  DESIGNATION -  G 637
 RC0658  PID         -  RC0658
 RC0658  STATE/COUNTY-  OR/WASCO
 RC0658  USGS QUAD   -  WISHRAM (1994)
 RC0658
 RC0658                         *CURRENT SURVEY CONTROL
 RC0658  ___________________________________________________________________
 RC0658* NAD 83(1986)-  45 38 27.     (N)    120 55 43.     (W)     SCALED    
 RC0658* NAVD 88     -        55.265  (meters)     181.32   (feet)  ADJUSTED  
 RC0658  ___________________________________________________________________
 RC0658  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 RC0658  DYNAMIC HT  -          55.264 (meters)     181.31  (feet)  COMP
 RC0658  MODELED GRAV-     980,599.7   (mgal)                       NAVD 88
 RC0658
 RC0658  VERT ORDER  -  FIRST     CLASS I
 RC0658
 RC0658.The horizontal coordinates were scaled from a topographic map and have
 RC0658.an estimated accuracy of +/- 6 seconds.
 RC0658
 RC0658.The orthometric height was determined by differential leveling
 RC0658.and adjusted in June 1991.
 RC0658
 RC0658.The geoid height was determined by GEOID03.
 RC0658
 RC0658.The dynamic height is computed by dividing the NAVD 88
 RC0658.geopotential number by the normal gravity value computed on the
 RC0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0658.degrees latitude (g = 980.6199 gals.).
 RC0658
 RC0658.The modeled gravity was interpolated from observed gravity values.
 RC0658
 RC0658;                    North         East    Units  Estimated Accuracy
 RC0658;SPC OR N     -   219,460.    2,466,590.      MT  (+/- 180 meters Scaled)
 RC0658
 RC0658                          SUPERSEDED SURVEY CONTROL
 RC0658
 RC0658  NGVD 29 (??/??/92)   54.271  (m)          178.05   (f) ADJ UNCH    1 1
 RC0658
 RC0658.Superseded values are not recommended for survey control.
 RC0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0658.See file dsdata.txt to determine how the superseded data were derived.
 RC0658
 RC0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR614562(NAD 83)
 RC0658_MARKER: DB = BENCH MARK DISK
 RC0658_SETTING: 66 = SET IN ROCK OUTCROP
 RC0658_SP_SET: ROCK OUTCROP
 RC0658_STAMPING: G 637 1968
 RC0658_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RC0658+STABILITY: POSITION/ELEVATION WELL
 RC0658
 RC0658  HISTORY     - Date     Condition        Report By
 RC0658  HISTORY     - 1968     MONUMENTED       CGS
 RC0658  HISTORY     - 1989     GOOD             USPSQD
 RC0658
 RC0658                          STATION DESCRIPTION
 RC0658
 RC0658'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 RC0658'14.35 MI NE FROM THE DALLES.
 RC0658'12.6 MILES NORTHEAST ALONG INTERSTATE HIGHWAY 80 N FROM THE POST
 RC0658'OFFICE AT THE DALLES, THENCE 1.75 MILES EAST ALONG STATE HIGHWAY 206,
 RC0658'10.5 MILES SOUTHWEST OF RUFUS, IN R15E T2N, SECTION 22, 0.05 MILE
 RC0658'NORTHWEST OF HIGHWAY MILEPOST 2 AND THE NORTHWEST END OF A GUARDRAIL,
 RC0658'4 1/2 POLES NORTHWEST OF RAILROAD MILEPOST 98.5, SET VERTICALLY IN THE
 RC0658'NORTHEAST FACE OF A MASSIVE OUTCROP IN A CUT, 38 FEET SOUTHWEST OF THE
 RC0658'CENTER LINE OF THE HIGHWAY, ABOUT 100 FEET NORTHWEST OF THE SOUTHEAST
 RC0658'END OF THE CUT, AND ABOUT 2 FEET HIGHER THAN THE HIGHWAY.
 RC0658
 RC0658                          STATION RECOVERY (1989)
 RC0658
 RC0658'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RC0658'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0108 ***********************************************************************
 RC0108  DESIGNATION -  G 638
 RC0108  PID         -  RC0108
 RC0108  STATE/COUNTY-  OR/GILLIAM
 RC0108  USGS QUAD   -  ARLINGTON (1971)
 RC0108
 RC0108                         *CURRENT SURVEY CONTROL
 RC0108  ___________________________________________________________________
 RC0108* NAD 83(1986)-  45 43 44.     (N)    120 11 34.     (W)     SCALED    
 RC0108* NAVD 88     -       133.528  (meters)     438.08   (feet)  ADJUSTED  
 RC0108  ___________________________________________________________________
 RC0108  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 RC0108  DYNAMIC HT  -         133.527 (meters)     438.08  (feet)  COMP
 RC0108  MODELED GRAV-     980,603.9   (mgal)                       NAVD 88
 RC0108
 RC0108  VERT ORDER  -  FIRST     CLASS I
 RC0108
 RC0108.The horizontal coordinates were scaled from a topographic map and have
 RC0108.an estimated accuracy of +/- 6 seconds.
 RC0108
 RC0108.The orthometric height was determined by differential leveling
 RC0108.and adjusted in June 1991.
 RC0108
 RC0108.The geoid height was determined by GEOID03.
 RC0108
 RC0108.The dynamic height is computed by dividing the NAVD 88
 RC0108.geopotential number by the normal gravity value computed on the
 RC0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0108.degrees latitude (g = 980.6199 gals.).
 RC0108
 RC0108.The modeled gravity was interpolated from observed gravity values.
 RC0108
 RC0108;                    North         East    Units  Estimated Accuracy
 RC0108;SPC OR N     -   229,210.    2,523,910.      MT  (+/- 180 meters Scaled)
 RC0108
 RC0108                          SUPERSEDED SURVEY CONTROL
 RC0108
 RC0108  NGVD 29 (??/??/92)  132.529  (m)          434.81   (f) ADJ UNCH    1 1
 RC0108
 RC0108.Superseded values are not recommended for survey control.
 RC0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0108.See file dsdata.txt to determine how the superseded data were derived.
 RC0108
 RC0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGR184677(NAD 83)
 RC0108_MARKER: DB = BENCH MARK DISK
 RC0108_SETTING: 80 = SET IN A BOULDER
 RC0108_SP_SET: BOULDER
 RC0108_STAMPING: G 638 1968
 RC0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0108+STABILITY: SURFACE MOTION
 RC0108
 RC0108  HISTORY     - Date     Condition        Report By
 RC0108  HISTORY     - 1968     MONUMENTED       CGS
 RC0108
 RC0108                          STATION DESCRIPTION
 RC0108
 RC0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 RC0108'0.65 MI NE FROM ARLINGTON.
 RC0108'0.65 MILE NORTHEAST ALONG INTERSTATE HIGHWAY 80 N FROM THE BRIDGE OVER
 RC0108'ALKALI CANYON AT ARLINGTON, 0.25 MILE EAST OF HIGHWAY MILEPOST 137, IN
 RC0108'THE TOP OF A BOULDER, 40 FEET NORTHWEST OF THE CENTER LINE OF THE EAST
 RC0108'BOUND LANES OF THE HIGHWAY, 21.7 FEET NORTHWEST OF THE NORTHWEST
 RC0108'GUARDRAIL OF THE EAST BOUND LANES, 0.8 FOOT SOUTHEAST OF A WITNESS
 RC0108'POST, AND ABOUT 1/2 FOOT LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB1027 ***********************************************************************
 RB1027  DESIGNATION -  G 639
 RB1027  PID         -  RB1027
 RB1027  STATE/COUNTY-  OR/MORROW
 RB1027  USGS QUAD   -  CROW BUTTE (1993)
 RB1027
 RB1027                         *CURRENT SURVEY CONTROL
 RB1027  ___________________________________________________________________
 RB1027* NAD 83(1986)-  45 49 34.     (N)    119 50 21.     (W)     SCALED    
 RB1027* NAVD 88     -        99.957  (meters)     327.94   (feet)  ADJUSTED  
 RB1027  ___________________________________________________________________
 RB1027  GEOID HEIGHT-         -21.85  (meters)                     GEOID03
 RB1027  DYNAMIC HT  -          99.957 (meters)     327.94  (feet)  COMP
 RB1027  MODELED GRAV-     980,610.6   (mgal)                       NAVD 88
 RB1027
 RB1027  VERT ORDER  -  FIRST     CLASS I
 RB1027
 RB1027.The horizontal coordinates were scaled from a topographic map and have
 RB1027.an estimated accuracy of +/- 6 seconds.
 RB1027
 RB1027.The orthometric height was determined by differential leveling
 RB1027.and adjusted in June 1991.
 RB1027
 RB1027.The geoid height was determined by GEOID03.
 RB1027
 RB1027.The dynamic height is computed by dividing the NAVD 88
 RB1027.geopotential number by the normal gravity value computed on the
 RB1027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB1027.degrees latitude (g = 980.6199 gals.).
 RB1027
 RB1027.The modeled gravity was interpolated from observed gravity values.
 RB1027
 RB1027;                    North         East    Units  Estimated Accuracy
 RB1027;SPC OR N     -   240,180.    2,551,350.      MT  (+/- 180 meters Scaled)
 RB1027
 RB1027                          SUPERSEDED SURVEY CONTROL
 RB1027
 RB1027  NGVD 29 (??/??/92)   98.948  (m)          324.63   (f) ADJ UNCH    1 1
 RB1027
 RB1027.Superseded values are not recommended for survey control.
 RB1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1027.See file dsdata.txt to determine how the superseded data were derived.
 RB1027
 RB1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKL794786(NAD 83)
 RB1027_MARKER: DB = BENCH MARK DISK
 RB1027_SETTING: 66 = SET IN ROCK OUTCROP
 RB1027_SP_SET: OUTCROP
 RB1027_STAMPING: G 639 1968
 RB1027_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RB1027+STABILITY: POSITION/ELEVATION WELL
 RB1027
 RB1027  HISTORY     - Date     Condition        Report By
 RB1027  HISTORY     - 1968     MONUMENTED       CGS
 RB1027  HISTORY     - 1987     GOOD             USPSQD
 RB1027  HISTORY     - 1988     GOOD             USPSQD
 RB1027  HISTORY     - 1989     GOOD             USPSQD
 RB1027
 RB1027                          STATION DESCRIPTION
 RB1027
 RB1027'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 RB1027'6.75 MI W FROM BOARDMAN.
 RB1027'6.75 MILES WEST ALONG INTERSTATE HIGHWAY 80 N FROM THE OVERPASS AT
 RB1027'BOARDMAN, IN THE TOP OF AN OUTCROP WHICH PROJECTS ABOUT 1/2 FOOT ABOVE
 RB1027'THE GROUND, 65 FEET NORTH OF THE CENTER LINE OF THE WEST BOUND LANES
 RB1027'OF THE HIGHWAY, 152 1/2 FEET WEST-NORTHWEST OF MILEPOST 156, 35.5 FEET
 RB1027'SOUTH OF THE NORTH RIGHT-OF-WAY FENCE, 1.3 FEET WEST OF A WITNESS
 RB1027'POST, AND ABOUT 6 1/2 FEET LOWER THAN THE HIGHWAY.
 RB1027
 RB1027                          STATION RECOVERY (1987)
 RB1027
 RB1027'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWE)
 RB1027'RECOVERED IN GOOD CONDITION.
 RB1027
 RB1027                          STATION RECOVERY (1988)
 RB1027
 RB1027'RECOVERY NOTE BY US POWER SQUADRON 1988 (RCC)
 RB1027'RECOVERED IN GOOD CONDITION.
 RB1027
 RB1027                          STATION RECOVERY (1989)
 RB1027
 RB1027'RECOVERY NOTE BY US POWER SQUADRON 1989 (RCC)
 RB1027'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0026 ***********************************************************************
 QD0026  DESIGNATION -  G 64
 QD0026  PID         -  QD0026
 QD0026  STATE/COUNTY-  OR/WHEELER
 QD0026  USGS QUAD   -  MITCHELL (1992)
 QD0026
 QD0026                         *CURRENT SURVEY CONTROL
 QD0026  ___________________________________________________________________
 QD0026* NAD 83(1986)-  44 36 06.     (N)    120 14 18.     (W)     SCALED    
 QD0026* NAVD 88     -       751.973  (meters)    2467.10   (feet)  ADJUSTED  
 QD0026  ___________________________________________________________________
 QD0026  GEOID HEIGHT-         -19.99  (meters)                     GEOID03
 QD0026  DYNAMIC HT  -         751.757 (meters)    2466.39  (feet)  COMP
 QD0026  MODELED GRAV-     980,306.8   (mgal)                       NAVD 88
 QD0026
 QD0026  VERT ORDER  -  FIRST     CLASS II
 QD0026
 QD0026.The horizontal coordinates were scaled from a topographic map and have
 QD0026.an estimated accuracy of +/- 6 seconds.
 QD0026
 QD0026.The orthometric height was determined by differential leveling
 QD0026.and adjusted in June 1991.
 QD0026
 QD0026.The geoid height was determined by GEOID03.
 QD0026
 QD0026.The dynamic height is computed by dividing the NAVD 88
 QD0026.geopotential number by the normal gravity value computed on the
 QD0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0026.degrees latitude (g = 980.6199 gals.).
 QD0026
 QD0026.The modeled gravity was interpolated from observed gravity values.
 QD0026
 QD0026;                    North         East    Units  Estimated Accuracy
 QD0026;SPC OR N     -   103,930.    2,520,770.      MT  (+/- 180 meters Scaled)
 QD0026
 QD0026                          SUPERSEDED SURVEY CONTROL
 QD0026
 QD0026  NGVD 29 (??/??/92)  750.830  (m)         2463.35   (f) ADJ UNCH    1 2
 QD0026
 QD0026.Superseded values are not recommended for survey control.
 QD0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0026.See file dsdata.txt to determine how the superseded data were derived.
 QD0026
 QD0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGQ191424(NAD 83)
 QD0026_MARKER: DB = BENCH MARK DISK
 QD0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QD0026_STAMPING: 2463.578 G 64 1931
 QD0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0026+STABILITY: SURFACE MOTION
 QD0026
 QD0026  HISTORY     - Date     Condition        Report By
 QD0026  HISTORY     - 1931     MONUMENTED       CGS
 QD0026  HISTORY     - 1935     GOOD             NGS
 QD0026  HISTORY     - 1987     MARK NOT FOUND   NGS
 QD0026  HISTORY     - 19880727 MARK NOT FOUND   NGS
 QD0026
 QD0026                          STATION DESCRIPTION
 QD0026
 QD0026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 QD0026'5.4 MI NW FROM MITCHELL.
 QD0026'5.4 MILES NORTHWEST ALONG THE OCHOCO HIGHWAY FROM MITCHELL, WHEELER
 QD0026'COUNTY, 37 FEET SOUTHWEST OF A GATE LEADING TO A RANCHOUSE ON A RAISED
 QD0026'PLATFORM, 43 FEET NORTHEAST OF A SMALL PIPE CULVERT ON A CURVE, 41
 QD0026'FEET NORTHWEST OF THE HIGHWAY CENTERLINE, IN THE TOP OF A CONCRETE
 QD0026'POST.  A STANDARD DISK STAMPED 2463.578 G 64 1931.
 QD0026
 QD0026                          STATION RECOVERY (1987)
 QD0026
 QD0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QD0026'NOT RECOVERED.
 QD0026
 QD0026                          STATION RECOVERY (1988)
 QD0026
 QD0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QD0026'THERE HAS BEEN ROAD CONSTRUCTION AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0637 ***********************************************************************
 RB0637  DESIGNATION -  G 640
 RB0637  PID         -  RB0637
 RB0637  STATE/COUNTY-  OR/UMATILLA
 RB0637  USGS QUAD   -  UMATILLA (1993)
 RB0637
 RB0637                         *CURRENT SURVEY CONTROL
 RB0637  ___________________________________________________________________
 RB0637* NAD 83(1986)-  45 55 03.     (N)    119 18 15.     (W)     SCALED    
 RB0637* NAVD 88     -       142.515  (meters)     467.57   (feet)  ADJUSTED  
 RB0637  ___________________________________________________________________
 RB0637  GEOID HEIGHT-         -21.74  (meters)                     GEOID03
 RB0637  DYNAMIC HT  -         142.515 (meters)     467.57  (feet)  COMP
 RB0637  MODELED GRAV-     980,612.5   (mgal)                       NAVD 88
 RB0637
 RB0637  VERT ORDER  -  FIRST     CLASS I
 RB0637
 RB0637.The horizontal coordinates were scaled from a topographic map and have
 RB0637.an estimated accuracy of +/- 6 seconds.
 RB0637
 RB0637.The orthometric height was determined by differential leveling
 RB0637.and adjusted in June 1991.
 RB0637
 RB0637.The geoid height was determined by GEOID03.
 RB0637
 RB0637.The dynamic height is computed by dividing the NAVD 88
 RB0637.geopotential number by the normal gravity value computed on the
 RB0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0637.degrees latitude (g = 980.6199 gals.).
 RB0637
 RB0637.The modeled gravity was interpolated from observed gravity values.
 RB0637
 RB0637;                    North         East    Units  Estimated Accuracy
 RB0637;SPC OR N     -   250,810.    2,592,770.      MT  (+/- 180 meters Scaled)
 RB0637
 RB0637                          SUPERSEDED SURVEY CONTROL
 RB0637
 RB0637  NGVD 29 (??/??/92)  141.509  (m)          464.27   (f) ADJ UNCH    1 1
 RB0637
 RB0637.Superseded values are not recommended for survey control.
 RB0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0637.See file dsdata.txt to determine how the superseded data were derived.
 RB0637
 RB0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL213874(NAD 83)
 RB0637_MARKER: DB = BENCH MARK DISK
 RB0637_SETTING: 66 = SET IN ROCK OUTCROP
 RB0637_SP_SET: OUTCROP
 RB0637_STAMPING: G 640 1968
 RB0637_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RB0637+STABILITY: POSITION/ELEVATION WELL
 RB0637
 RB0637  HISTORY     - Date     Condition        Report By
 RB0637  HISTORY     - 1968     MONUMENTED       CGS
 RB0637
 RB0637                          STATION DESCRIPTION
 RB0637
 RB0637'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 RB0637'1.9 MI E FROM UMATILLA.
 RB0637'1.9 MILES EAST ALONG U.S. HIGHWAY 730 FROM THE POST OFFICE AT
 RB0637'UMATILLA, 0.1 MILE EAST OF THE JUNCTION OF STATE HIGHWAY 32, IN R28E
 RB0637'T5N, SECTION 15, IN THE TOP OF AN OUTCROP WHICH PROJECTS ABOUT 1 FOOT
 RB0637'ABOVE THE GROUND, 49 1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 RB0637'45 1/2 FEET WEST OF THE SOUTHWEST CORNER OF A FENCE AROUND A POWER
 RB0637'SUBSTATION, 96.0 FEET EAST OF BENCH MARK A 433 (OSHD), 1.6 FEET SOUTH
 RB0637'OF A WITNESS POST, AND ABOUT 2 1/2 FEET LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0055 ***********************************************************************
 NX0055  DESIGNATION -  G 65
 NX0055  PID         -  NX0055
 NX0055  STATE/COUNTY-  OR/HARNEY
 NX0055  USGS QUAD   -  TUMTUM LAKE (1981)
 NX0055
 NX0055                         *CURRENT SURVEY CONTROL
 NX0055  ___________________________________________________________________
 NX0055* NAD 83(1986)-  42 09 15.     (N)    118 36 11.     (W)     SCALED    
 NX0055* NAVD 88     -      1278.691  (meters)    4195.17   (feet)  ADJUSTED  
 NX0055  ___________________________________________________________________
 NX0055  GEOID HEIGHT-         -19.65  (meters)                     GEOID03
 NX0055  DYNAMIC HT  -        1277.881 (meters)    4192.51  (feet)  COMP
 NX0055  MODELED GRAV-     979,944.9   (mgal)                       NAVD 88
 NX0055
 NX0055  VERT ORDER  -  FIRST     CLASS II
 NX0055
 NX0055.The horizontal coordinates were scaled from a topographic map and have
 NX0055.an estimated accuracy of +/- 6 seconds.
 NX0055
 NX0055.The orthometric height was determined by differential leveling
 NX0055.and adjusted in June 1991.
 NX0055.WARNING-Repeat measurements at this control monument indicate possible
 NX0055.vertical movement.
 NX0055
 NX0055.The geoid height was determined by GEOID03.
 NX0055
 NX0055.The dynamic height is computed by dividing the NAVD 88
 NX0055.geopotential number by the normal gravity value computed on the
 NX0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0055.degrees latitude (g = 980.6199 gals.).
 NX0055
 NX0055.The modeled gravity was interpolated from observed gravity values.
 NX0055
 NX0055;                    North         East    Units  Estimated Accuracy
 NX0055;SPC OR S     -    55,930.    1,656,780.      MT  (+/- 180 meters Scaled)
 NX0055
 NX0055                          SUPERSEDED SURVEY CONTROL
 NX0055
 NX0055  NGVD 29 (??/??/92) 1277.553  (m)         4191.44   (f) ADJ UNCH    1 2
 NX0055
 NX0055.Superseded values are not recommended for survey control.
 NX0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NX0055.See file dsdata.txt to determine how the superseded data were derived.
 NX0055
 NX0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG675681(NAD 83)
 NX0055_MARKER: DB = BENCH MARK DISK
 NX0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NX0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NX0055_STAMPING: G 65 1931
 NX0055_MARK LOGO: CGS   
 NX0055_PROJECTION: PROJECTING 10 CENTIMETERS
 NX0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NX0055+STABILITY: SURFACE MOTION
 NX0055
 NX0055  HISTORY     - Date     Condition        Report By
 NX0055  HISTORY     - 1931     MONUMENTED       CGS
 NX0055  HISTORY     - 1977     GOOD             USGS
 NX0055  HISTORY     - 1984     GOOD             NGS
 NX0055
 NX0055                          STATION DESCRIPTION
 NX0055
 NX0055'DESCRIBED BY US GEOLOGICAL SURVEY 1977
 NX0055'12.9 MI N FROM DENIO.
 NX0055'12.9 MILES NORTH ALONG THE FIELDS ROAD FROM THE POST OFFICE IN DENIO,
 NX0055'NEVADA.  2.5 MILES SOUTH OF THE JUNCTION OF THE ROAD TO THE WHITEHORSE
 NX0055'RANCH.  125 FEET EAST OF THE ROAD.  A STANDARD DISK SET IN THE TOP OF
 NX0055'A CONCRETE POST.
 NX0055
 NX0055                          STATION RECOVERY (1984)
 NX0055
 NX0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NX0055'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  14.08 KM
 NX0055'(8.75 MI) SOUTH ALONG THE WINNEMUCCA CRANE ROAD FROM THE POST OFFICE
 NX0055'AT FIELDS, ON A SLOPE LEADING EAST TOWARDS A POWER LINE, 0.11 KM
 NX0055'(0.07 MI) SOUTH OF THE Y JUNCTION OF A TRACK ROAD LEADING NORTHEAST TO
 NX0055'A POWER SUB-STATION ALSO 20.14 KM (12.52 MI) NORTH OF DENIO, NEVADA,
 NX0055'36.6 METERS (120 FT) EAST OF THE CENTER OF THE MAIN ROAD AND
 NX0055'11.3 METERS (37 FT) EAST OF THE CENTER OF THE OLD ROAD BED.
 NX0055'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 NX0055'THE MARK IS 0.2 M BELOW THE MAIN ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0007 ***********************************************************************
 NX0007  DESIGNATION -  G 66
 NX0007  PID         -  NX0007
 NX0007  STATE/COUNTY-  OR/HARNEY
 NX0007  USGS QUAD   -  MIRANDA FLAT (1981)
 NX0007
 NX0007                         *CURRENT SURVEY CONTROL
 NX0007  ___________________________________________________________________
 NX0007* NAD 83(1986)-  42 41 12.     (N)    118 27 04.     (W)     SCALED    
 NX0007* NAVD 88     -      1288.348  (meters)    4226.86   (feet)  ADJUSTED  
 NX0007  ___________________________________________________________________
 NX0007  GEOID HEIGHT-         -18.93  (meters)                     GEOID03
 NX0007  DYNAMIC HT  -        1287.576 (meters)    4224.32  (feet)  COMP
 NX0007  MODELED GRAV-     979,977.3   (mgal)                       NAVD 88
 NX0007
 NX0007  VERT ORDER  -  FIRST     CLASS II
 NX0007
 NX0007.The horizontal coordinates were scaled from a topographic map and have
 NX0007.an estimated accuracy of +/- 6 seconds.
 NX0007
 NX0007.The orthometric height was determined by differential leveling
 NX0007.and adjusted in June 1991.
 NX0007
 NX0007.The geoid height was determined by GEOID03.
 NX0007
 NX0007.The dynamic height is computed by dividing the NAVD 88
 NX0007.geopotential number by the normal gravity value computed on the
 NX0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0007.degrees latitude (g = 980.6199 gals.).
 NX0007
 NX0007.The modeled gravity was interpolated from observed gravity values.
 NX0007
 NX0007;                    North         East    Units  Estimated Accuracy
 NX0007;SPC OR S     -   115,360.    1,667,890.      MT  (+/- 180 meters Scaled)
 NX0007
 NX0007                          SUPERSEDED SURVEY CONTROL
 NX0007
 NX0007  NGVD 29 (??/??/92) 1287.137  (m)         4222.88   (f) ADJ UNCH    1 2
 NX0007
 NX0007.Superseded values are not recommended for survey control.
 NX0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NX0007.See file dsdata.txt to determine how the superseded data were derived.
 NX0007
 NX0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH811270(NAD 83)
 NX0007_MARKER: DB = BENCH MARK DISK
 NX0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NX0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NX0007_STAMPING: G-66 1931
 NX0007_MARK LOGO: CGS   
 NX0007_PROJECTION: PROJECTING 20 CENTIMETERS
 NX0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NX0007+STABILITY: SURFACE MOTION
 NX0007
 NX0007  HISTORY     - Date     Condition        Report By
 NX0007  HISTORY     - 1931     MONUMENTED       CGS
 NX0007  HISTORY     - 1975     GOOD             USGS
 NX0007  HISTORY     - 1984     GOOD             NGS
 NX0007
 NX0007                          STATION DESCRIPTION
 NX0007
 NX0007'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 NX0007'5.9 MI N FROM ALVORD RANCH.
 NX0007'ALVORD RANCH, 4.7 MI N. OF, ON MAIN RD. TO A CATTLEGUARD, THENCE 1.16
 NX0007'MI N. ALONG MAIN GRADED RD., 27 FT W. OF CENTERLINE OF RD.  STANDARD
 NX0007'NGS TABLET STAMPED G-66 1931.
 NX0007
 NX0007                          STATION RECOVERY (1984)
 NX0007
 NX0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NX0007'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  44.14 KM
 NX0007'(27.43 MI) SOUTHEAST ALONG STATE HIGHWAY 78 FROM THE POST OFFICE AT
 NX0007'NEW PRINCETON, THENCE 48.41 KM (30.09 MI) SOUTH ALONG THE WINNEMUCCA
 NX0007'CRANE ROAD, NEAR A WOOD BRACE IN THE RIGHT OF WAY FENCE, 1.85 KM
 NX0007'(1.15 MI) NORTH OF A CATTLE GUARD, 7.9 METERS (26 FT) WEST OF THE
 NX0007'CENTER OF THE ROAD, 14.9 METERS (49 FT) SOUTHEAST OF THE SOUTH POST
 NX0007'FOR THE BRACE IN THE FENCE AND 8.2 METERS (27 FT) EAST OF THE FENCE.
 NX0007'THE MARK IS 0.8 METERS  N FROM A WITNESS POST.
 NX0007'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2721 ***********************************************************************
 QE2721  DESIGNATION -  G 661
 QE2721  PID         -  QE2721
 QE2721  STATE/COUNTY-  OR/LINCOLN
 QE2721  USGS QUAD   -  NEWPORT SOUTH (1984)
 QE2721
 QE2721                         *CURRENT SURVEY CONTROL
 QE2721  ___________________________________________________________________
 QE2721* NAD 83(1986)-  44 31 14.     (N)    124 04 12.     (W)     SCALED    
 QE2721* NAVD 88     -         5.498  (meters)      18.04   (feet)  ADJUSTED  
 QE2721  ___________________________________________________________________
 QE2721  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 QE2721  DYNAMIC HT  -           5.497 (meters)      18.03  (feet)  COMP
 QE2721  MODELED GRAV-     980,575.7   (mgal)                       NAVD 88
 QE2721
 QE2721  VERT ORDER  -  SECOND    CLASS I
 QE2721
 QE2721.The horizontal coordinates were scaled from a topographic map and have
 QE2721.an estimated accuracy of +/- 6 seconds.
 QE2721
 QE2721.The orthometric height was determined by differential leveling
 QE2721.and adjusted in August 1995.
 QE2721
 QE2721.The geoid height was determined by GEOID03.
 QE2721
 QE2721.The dynamic height is computed by dividing the NAVD 88
 QE2721.geopotential number by the normal gravity value computed on the
 QE2721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE2721.degrees latitude (g = 980.6199 gals.).
 QE2721
 QE2721.The modeled gravity was interpolated from observed gravity values.
 QE2721
 QE2721;                    North         East    Units  Estimated Accuracy
 QE2721;SPC OR N     -   101,160.    2,216,280.      MT  (+/- 180 meters Scaled)
 QE2721
 QE2721                          SUPERSEDED SURVEY CONTROL
 QE2721
 QE2721.No superseded survey control is available for this station.
 QE2721
 QE2721_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ149302(NAD 83)
 QE2721_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QE2721_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QE2721_SP_SET: CURB IN BRIDGE
 QE2721_STAMPING: G 661
 QE2721_MARK LOGO: ORHD  
 QE2721_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE2721
 QE2721  HISTORY     - Date     Condition        Report By
 QE2721  HISTORY     - 1979     MONUMENTED       ORHD
 QE2721  HISTORY     - 1979     GOOD             USGS
 QE2721
 QE2721                          STATION DESCRIPTION
 QE2721
 QE2721'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 QE2721'IN ONA BEACH STATE PARK.
 QE2721'IN ONA BEACH STATE PARK, AT NW CORNER OF BRIDGE OVER BEAVER CREEK,
 QE2721'230 FT S OF RD JCT, 28 FT W OF CENTERLINE OF US HWY 101, 18 FT N OF
 QE2721'NORTHERN BANK OF BEAVER CREEK, 0.8 FT S OF NORTHERN END OF NW CURB IN
 QE2721'BRIDGE.
 QE2721'THE MARK IS 2 FT BELOW US HWY 101.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0128 ***********************************************************************
 PA0128  DESIGNATION -  G 67
 PA0128  PID         -  PA0128
 PA0128  STATE/COUNTY-  OR/HARNEY
 PA0128  USGS QUAD   -  SAND GAP (1977)
 PA0128
 PA0128                         *CURRENT SURVEY CONTROL
 PA0128  ___________________________________________________________________
 PA0128* NAD 83(1986)-  43 11 39.     (N)    118 23 20.     (W)     SCALED    
 PA0128* NAVD 88     -      1250.250  (meters)    4101.86   (feet)  ADJUSTED  
 PA0128  ___________________________________________________________________
 PA0128  GEOID HEIGHT-         -18.57  (meters)                     GEOID03
 PA0128  DYNAMIC HT  -        1249.612 (meters)    4099.77  (feet)  COMP
 PA0128  MODELED GRAV-     980,066.7   (mgal)                       NAVD 88
 PA0128
 PA0128  VERT ORDER  -  FIRST     CLASS II
 PA0128
 PA0128.The horizontal coordinates were scaled from a topographic map and have
 PA0128.an estimated accuracy of +/- 6 seconds.
 PA0128
 PA0128.The orthometric height was determined by differential leveling
 PA0128.and adjusted in June 1991.
 PA0128
 PA0128.The geoid height was determined by GEOID03.
 PA0128
 PA0128.The dynamic height is computed by dividing the NAVD 88
 PA0128.geopotential number by the normal gravity value computed on the
 PA0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0128.degrees latitude (g = 980.6199 gals.).
 PA0128
 PA0128.The modeled gravity was interpolated from observed gravity values.
 PA0128
 PA0128;                    North         East    Units  Estimated Accuracy
 PA0128;SPC OR S     -   171,840.    1,671,560.      MT  (+/- 180 meters Scaled)
 PA0128
 PA0128                          SUPERSEDED SURVEY CONTROL
 PA0128
 PA0128  NGVD 29 (??/??/92) 1249.121  (m)         4098.16   (f) ADJ UNCH    1 2
 PA0128
 PA0128.Superseded values are not recommended for survey control.
 PA0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0128.See file dsdata.txt to determine how the superseded data were derived.
 PA0128
 PA0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH871833(NAD 83)
 PA0128_MARKER: DB = BENCH MARK DISK
 PA0128_SETTING: 66 = SET IN ROCK OUTCROP
 PA0128_SP_SET: LAVA OUTCROP
 PA0128_STAMPING: G 67 1931
 PA0128_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PA0128+STABILITY: POSITION/ELEVATION WELL
 PA0128
 PA0128  HISTORY     - Date     Condition        Report By
 PA0128  HISTORY     - 1931     MONUMENTED       CGS
 PA0128  HISTORY     - 1974     GOOD             USGS
 PA0128  HISTORY     - 19741204 GOOD             USPSQD
 PA0128  HISTORY     - 1984     MARK NOT FOUND   NGS
 PA0128
 PA0128                          STATION DESCRIPTION
 PA0128
 PA0128'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 PA0128'23.0 MI S FROM CRANE.
 PA0128'23.0 MILES SOUTH ALONG THE WINNEMUCCA-CRANE RD. FROM CRANE. PRINCETON
 PA0128'POST OFFICE, 11.5 MILES SOUTHEAST OF ALONG STATE HIGHWAY 78, THENCE
 PA0128'0.5 MILE SOUTH ALONG OLD HIGHWAY.  53 FEET SOUTHWEST OF CENTERLINE OF
 PA0128'OLD HIGHWAY.  A STANDARD USC AND GS DISK STAMPED G 67 1931 AND SET IN
 PA0128'LAVA OUTCROP 0.6 FOOT ABOVE THE ROAD.
 PA0128
 PA0128                          STATION RECOVERY (1974)
 PA0128
 PA0128'RECOVERY NOTE BY US POWER SQUADRON 1974 (RWH)
 PA0128'RECOVERED IN GOOD CONDITION.
 PA0128
 PA0128                          STATION RECOVERY (1984)
 PA0128
 PA0128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PA0128'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0190 ***********************************************************************
 NX0190  DESIGNATION -  G 696
 NX0190  PID         -  NX0190
 NX0190  STATE/COUNTY-  OR/HARNEY
 NX0190  USGS QUAD   -  TUMTUM LAKE (1981)
 NX0190
 NX0190                         *CURRENT SURVEY CONTROL
 NX0190  ___________________________________________________________________
 NX0190* NAD 83(1986)-  42 10 05.     (N)    118 36 17.     (W)     SCALED    
 NX0190* NAVD 88     -      1285.411  (meters)    4217.22   (feet)  ADJUSTED  
 NX0190  ___________________________________________________________________
 NX0190  GEOID HEIGHT-         -19.66  (meters)                     GEOID03
 NX0190  DYNAMIC HT  -        1284.599 (meters)    4214.56  (feet)  COMP
 NX0190  MODELED GRAV-     979,946.2   (mgal)                       NAVD 88
 NX0190
 NX0190  VERT ORDER  -  FIRST     CLASS II
 NX0190
 NX0190.The horizontal coordinates were scaled from a topographic map and have
 NX0190.an estimated accuracy of +/- 6 seconds.
 NX0190
 NX0190.The orthometric height was determined by differential leveling
 NX0190.and adjusted in June 1991.
 NX0190
 NX0190.The geoid height was determined by GEOID03.
 NX0190
 NX0190.The dynamic height is computed by dividing the NAVD 88
 NX0190.geopotential number by the normal gravity value computed on the
 NX0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0190.degrees latitude (g = 980.6199 gals.).
 NX0190
 NX0190.The modeled gravity was interpolated from observed gravity values.
 NX0190
 NX0190;                    North         East    Units  Estimated Accuracy
 NX0190;SPC OR S     -    57,470.    1,656,610.      MT  (+/- 180 meters Scaled)
 NX0190
 NX0190                          SUPERSEDED SURVEY CONTROL
 NX0190
 NX0190.No superseded survey control is available for this station.
 NX0190
 NX0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG674696(NAD 83)
 NX0190_MARKER: I = METAL ROD
 NX0190_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NX0190+WITH SETTING: INFORMATION.
 NX0190_SP_SET: SHALLOW SET METAL ROD
 NX0190_STAMPING: G 696 1984
 NX0190_MARK LOGO: NGS   
 NX0190_PROJECTION: FLUSH
 NX0190_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NX0190_ROD/PIPE-DEPTH: 2.4  meters
 NX0190
 NX0190  HISTORY     - Date     Condition        Report By
 NX0190  HISTORY     - 1984     MONUMENTED       NGS
 NX0190
 NX0190                          STATION DESCRIPTION
 NX0190
 NX0190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 NX0190'12.5 KM (7.8 MI) SOUTH FROM FIELDS.
 NX0190'12.53 KM (7.79 MI) SOUTH ALONG THE WINNEMUCCA CRANE ROAD FROM THE POST
 NX0190'OFFICE AT FIELDS, AT A FENCE T JUNCTION, 0.33 KM (0.20 MI) NORTH OF
 NX0190'THE CROSSING OF LITTLE COTTONWOOD CREEK, 47.2 METERS (155 FT) EAST OF
 NX0190'THE CENTER OF THE ROAD, 12.5 METERS (41 FT) WEST OF A FENCED ROCK PILE
 NX0190'AND 1.0 METER (3.3 FT) WEST OF THE RIGHT OF WAY FENCE.  NOTE-ROD SET
 NX0190'TO 8 FOOT ANCHORED REFUSAL.
 NX0190'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 NX0190'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0214 ***********************************************************************
 NX0214  DESIGNATION -  G 697
 NX0214  PID         -  NX0214
 NX0214  STATE/COUNTY-  OR/HARNEY
 NX0214  USGS QUAD   -  MIRANDA FLAT (1981)
 NX0214
 NX0214                         *CURRENT SURVEY CONTROL
 NX0214  ___________________________________________________________________
 NX0214* NAD 83(1986)-  42 38 03.     (N)    118 29 22.     (W)     SCALED    
 NX0214* NAVD 88     -      1276.716  (meters)    4188.69   (feet)  ADJUSTED  
 NX0214  ___________________________________________________________________
 NX0214  GEOID HEIGHT-         -19.02  (meters)                     GEOID03
 NX0214  DYNAMIC HT  -        1275.851 (meters)    4185.85  (feet)  COMP
 NX0214  MODELED GRAV-     979,901.8   (mgal)                       NAVD 88
 NX0214
 NX0214  VERT ORDER  -  FIRST     CLASS II
 NX0214
 NX0214.The horizontal coordinates were scaled from a topographic map and have
 NX0214.an estimated accuracy of +/- 6 seconds.
 NX0214
 NX0214.The orthometric height was determined by differential leveling
 NX0214.and adjusted in June 1991.
 NX0214
 NX0214.The geoid height was determined by GEOID03.
 NX0214
 NX0214.The dynamic height is computed by dividing the NAVD 88
 NX0214.geopotential number by the normal gravity value computed on the
 NX0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0214.degrees latitude (g = 980.6199 gals.).
 NX0214
 NX0214.The modeled gravity was interpolated from observed gravity values.
 NX0214
 NX0214;                    North         East    Units  Estimated Accuracy
 NX0214;SPC OR S     -   109,450.    1,664,890.      MT  (+/- 180 meters Scaled)
 NX0214
 NX0214                          SUPERSEDED SURVEY CONTROL
 NX0214
 NX0214.No superseded survey control is available for this station.
 NX0214
 NX0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH778212(NAD 83)
 NX0214_MARKER: I = METAL ROD
 NX0214_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NX0214_SP_SET: STAINLESS STEEL ROD
 NX0214_STAMPING: G 697 1984
 NX0214_MARK LOGO: NGS   
 NX0214_PROJECTION: FLUSH
 NX0214_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NX0214_ROD/PIPE-DEPTH: 11.6 meters
 NX0214
 NX0214  HISTORY     - Date     Condition        Report By
 NX0214  HISTORY     - 1984     MONUMENTED       NGS
 NX0214
 NX0214                          STATION DESCRIPTION
 NX0214
 NX0214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 NX0214'48.1 KM (29.9 MI) NORTH FROM FIELDS.
 NX0214'48.13 KM (29.91 MI) NORTH ALONG THE WINNEMUCCA CRANE ROAD FROM THE
 NX0214'POST OFFICE AT FIELDS, DIRECTLY ACROSS THE ROAD FROM THE SOUTHWEST ONE
 NX0214'OF TWO POWER POLES WITH GUY WIRES, 1.17 KM (0.72 MI) SOUTHWEST OF THE
 NX0214'CROSSING OF COTTON WOOD CREEK, 10.4 METERS (34 FT) SOUTHEAST OF THE
 NX0214'CENTER OF THE ROAD, 30.2 METERS (99 FT) SOUTHEAST ACROSS THE ROAD FROM
 NX0214'POWER POLE A471 AND 0.3 METER (1 FT) SOUTHEAST OF A FENCE.
 NX0214'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 NX0214'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0565 ***********************************************************************
 PA0565  DESIGNATION -  G 698
 PA0565  PID         -  PA0565
 PA0565  STATE/COUNTY-  OR/MALHEUR
 PA0565  USGS QUAD   -  FOLLY FARM (1974)
 PA0565
 PA0565                         *CURRENT SURVEY CONTROL
 PA0565  ___________________________________________________________________
 PA0565* NAD 83(1986)-  43 02 44.     (N)    118 12 19.     (W)     SCALED    
 PA0565* NAVD 88     -      1239.356  (meters)    4066.12   (feet)  ADJUSTED  
 PA0565  ___________________________________________________________________
 PA0565  GEOID HEIGHT-         -18.43  (meters)                     GEOID03
 PA0565  DYNAMIC HT  -        1238.694 (meters)    4063.95  (feet)  COMP
 PA0565  MODELED GRAV-     980,043.1   (mgal)                       NAVD 88
 PA0565
 PA0565  VERT ORDER  -  FIRST     CLASS II
 PA0565
 PA0565.The horizontal coordinates were scaled from a topographic map and have
 PA0565.an estimated accuracy of +/- 6 seconds.
 PA0565
 PA0565.The orthometric height was determined by differential leveling
 PA0565.and adjusted in June 1991.
 PA0565
 PA0565.The geoid height was determined by GEOID03.
 PA0565
 PA0565.The dynamic height is computed by dividing the NAVD 88
 PA0565.geopotential number by the normal gravity value computed on the
 PA0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0565.degrees latitude (g = 980.6199 gals.).
 PA0565
 PA0565.The modeled gravity was interpolated from observed gravity values.
 PA0565
 PA0565;                    North         East    Units  Estimated Accuracy
 PA0565;SPC OR S     -   155,730.    1,686,930.      MT  (+/- 180 meters Scaled)
 PA0565
 PA0565                          SUPERSEDED SURVEY CONTROL
 PA0565
 PA0565.No superseded survey control is available for this station.
 PA0565
 PA0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH018665(NAD 83)
 PA0565_MARKER: I = METAL ROD
 PA0565_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PA0565_SP_SET: STAINLESS STEEL ROD
 PA0565_STAMPING: G 698 1984
 PA0565_MARK LOGO: NGS   
 PA0565_PROJECTION: FLUSH
 PA0565_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PA0565_ROD/PIPE-DEPTH: 4.0  meters
 PA0565
 PA0565  HISTORY     - Date     Condition        Report By
 PA0565  HISTORY     - 1984     MONUMENTED       NGS
 PA0565
 PA0565                          STATION DESCRIPTION
 PA0565
 PA0565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PA0565'45.9 KM (28.5 MI) SOUTH FROM NEW PRINCETON.
 PA0565'44.14 KM (27.43 MI) SOUTHEAST ALONG STATE HIGHWAY 78 FROM THE POST
 PA0565'OFFICE AT NEW PRINCETON, THENCE 1.72 KM (1.07 MI) SOUTH ALONG THE
 PA0565'WINNEMUCCA CRANE ROAD, IN THE NORTH CORNER OF THE T JUNCTION OF A
 PA0565'TRACK ROAD LEADING NORTH TO THE FOLLY FARM SITE, 0.46 KM (0.29 MI)
 PA0565'SOUTHWEST OF A POWER LINE CROSSING, 19.2 METERS (63 FT) NORTHWEST OF
 PA0565'THE CENTER OF THE ROAD, 14.0 METERS (46 FT) NORTHWEST OF THE NORTHWEST
 PA0565'END OF THE SOUTHWEST ONE OF TWO 36-INCH CORRUGATED METAL PIPE CULVERTS
 PA0565'AND 11.0 METERS (36 FT) EAST OF THE CENTER OF THE TRACK ROAD.
 PA0565'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 PA0565'THE MARK IS 0.3 M BELOW THE MAIN ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0589 ***********************************************************************
 PA0589  DESIGNATION -  G 699
 PA0589  PID         -  PA0589
 PA0589  STATE/COUNTY-  OR/HARNEY
 PA0589  USGS QUAD   -  NEW PRINCETON (1990)
 PA0589
 PA0589                         *CURRENT SURVEY CONTROL
 PA0589  ___________________________________________________________________
 PA0589* NAD 83(1986)-  43 16 50.     (N)    118 34 58.     (W)     SCALED    
 PA0589* NAVD 88     -      1251.797  (meters)    4106.94   (feet)  ADJUSTED  
 PA0589  ___________________________________________________________________
 PA0589  GEOID HEIGHT-         -18.86  (meters)                     GEOID03
 PA0589  DYNAMIC HT  -        1251.171 (meters)    4104.88  (feet)  COMP
 PA0589  MODELED GRAV-     980,076.0   (mgal)                       NAVD 88
 PA0589
 PA0589  VERT ORDER  -  FIRST     CLASS II
 PA0589
 PA0589.The horizontal coordinates were scaled from a topographic map and have
 PA0589.an estimated accuracy of +/- 6 seconds.
 PA0589
 PA0589.The orthometric height was determined by differential leveling
 PA0589.and adjusted in June 1991.
 PA0589
 PA0589.The geoid height was determined by GEOID03.
 PA0589
 PA0589.The dynamic height is computed by dividing the NAVD 88
 PA0589.geopotential number by the normal gravity value computed on the
 PA0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0589.degrees latitude (g = 980.6199 gals.).
 PA0589
 PA0589.The modeled gravity was interpolated from observed gravity values.
 PA0589
 PA0589;                    North         East    Units  Estimated Accuracy
 PA0589;SPC OR S     -   181,060.    1,655,590.      MT  (+/- 180 meters Scaled)
 PA0589
 PA0589                          SUPERSEDED SURVEY CONTROL
 PA0589
 PA0589.No superseded survey control is available for this station.
 PA0589
 PA0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH715931(NAD 83)
 PA0589_MARKER: I = METAL ROD
 PA0589_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PA0589_SP_SET: STAINLESS STEEL ROD
 PA0589_STAMPING: G 699 1984
 PA0589_MARK LOGO: NGS   
 PA0589_PROJECTION: FLUSH
 PA0589_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PA0589_ROD/PIPE-DEPTH: 12.2 meters
 PA0589
 PA0589  HISTORY     - Date     Condition        Report By
 PA0589  HISTORY     - 1984     MONUMENTED       NGS
 PA0589
 PA0589                          STATION DESCRIPTION
 PA0589
 PA0589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PA0589'IN NEW PRINCETON.
 PA0589'AT THE Y JUNCTION OF A DIRT ROAD LEADING SOUTH TO NEW PRINCETON,
 PA0589'0.27 KM (0.17 MI) SOUTH OF THE POST OFFICE, 33.2 METERS (109 FT)
 PA0589'WEST-SOUTHWEST ACROSS THE DIRT ROAD FROM THE HIGHWAY CENTERLINE,
 PA0589'18.3 METERS (60 FT) WEST OF THE CENTER OF THE DIRT ROAD AND
 PA0589'10.7 METERS (35 FT) SOUTH-SOUTHWEST OF TELEPHONE POLE 965 WITH TWO GUY
 PA0589'WIRES ATTACHED.
 PA0589'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 PA0589'THE MARK IS ABOVE LEVEL WITH THE DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0569 ***********************************************************************
 QC0569  DESIGNATION -  G 70
 QC0569  PID         -  QC0569
 QC0569  STATE/COUNTY-  OR/WHEELER
 QC0569  USGS QUAD   -  PICTURE GORGE WEST (1990)
 QC0569
 QC0569                         *CURRENT SURVEY CONTROL
 QC0569  ___________________________________________________________________
 QC0569* NAD 83(1986)-  44 31 35.     (N)    119 43 31.     (W)     SCALED    
 QC0569* NAVD 88     -       815.582  (meters)    2675.79   (feet)  ADJUSTED  
 QC0569  ___________________________________________________________________
 QC0569  GEOID HEIGHT-         -19.14  (meters)                     GEOID03
 QC0569  DYNAMIC HT  -         815.331 (meters)    2674.97  (feet)  COMP
 QC0569  MODELED GRAV-     980,283.0   (mgal)                       NAVD 88
 QC0569
 QC0569  VERT ORDER  -  FIRST     CLASS II
 QC0569
 QC0569.The horizontal coordinates were scaled from a topographic map and have
 QC0569.an estimated accuracy of +/- 6 seconds.
 QC0569
 QC0569.The orthometric height was determined by differential leveling
 QC0569.and adjusted in June 1991.
 QC0569
 QC0569.The geoid height was determined by GEOID03.
 QC0569
 QC0569.The dynamic height is computed by dividing the NAVD 88
 QC0569.geopotential number by the normal gravity value computed on the
 QC0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0569.degrees latitude (g = 980.6199 gals.).
 QC0569
 QC0569.The modeled gravity was interpolated from observed gravity values.
 QC0569
 QC0569;                    North         East    Units  Estimated Accuracy
 QC0569;SPC OR N     -    95,830.    2,561,580.      MT  (+/- 180 meters Scaled)
 QC0569
 QC0569                          SUPERSEDED SURVEY CONTROL
 QC0569
 QC0569  NGVD 29 (??/??/92)  814.429  (m)         2672.01   (f) ADJ UNCH    1 2
 QC0569
 QC0569.Superseded values are not recommended for survey control.
 QC0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0569.See file dsdata.txt to determine how the superseded data were derived.
 QC0569
 QC0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKK834339(NAD 83)
 QC0569_MARKER: DB = BENCH MARK DISK
 QC0569_SETTING: 66 = SET IN ROCK OUTCROP
 QC0569_SP_SET: IN A DRILL HOLE IN BEDROCK
 QC0569_STAMPING: G 70 1931 2672.258
 QC0569_MARK LOGO: CGS   
 QC0569_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QC0569+STABILITY: POSITION/ELEVATION WELL
 QC0569_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QC0569+SATELLITE: SATELLITE OBSERVATIONS - October 07, 1987
 QC0569
 QC0569  HISTORY     - Date     Condition        Report By
 QC0569  HISTORY     - 1931     MONUMENTED       CGS
 QC0569  HISTORY     - 19871007 GOOD             NGS
 QC0569
 QC0569                          STATION DESCRIPTION
 QC0569
 QC0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 QC0569'11.8 MI NW FROM DAYVILLE.
 QC0569'11.8 MILES N.W. OF DAYVILLE.  IN ROCK OUTCROP ACROSS CREEK.  130 FEET
 QC0569'WEST OF CENTER LINE OF ROAD (OCHOCO HIGHWAY, U.S. 28).  200 FEET SOUTH
 QC0569'OF SHARP TURN IN ROAD TO WEST.
 QC0569
 QC0569                          STATION RECOVERY (1987)
 QC0569
 QC0569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QC0569'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  19.9 KM
 QC0569'(12.35 MI) WESTERLY ALONG U.S. HIGHWAY 26 FROM THE POST OFFICE IN
 QC0569'DAYVILLE, ON A LEDGE ALONG THE SOUTH BANK OF MOUNTAIN CREEK, 33.2 M
 QC0569'(108.9 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 0.2 M (0.7 FT) WEST
 QC0569'OF THE EAST EDGE OF THE LEDGE, 0.85 M (2.8 FT) SOUTHWEST OF A WITNESS
 QC0569'POST, AND LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0614 ***********************************************************************
 PA0614  DESIGNATION -  G 700
 PA0614  PID         -  PA0614
 PA0614  STATE/COUNTY-  OR/HARNEY
 PA0614  USGS QUAD   -  POISON CREEK SLOUGH (1990)
 PA0614
 PA0614                         *CURRENT SURVEY CONTROL
 PA0614  ___________________________________________________________________
 PA0614* NAD 83(1986)-  43 34 10.     (N)    118 57 38.     (W)     SCALED    
 PA0614* NAVD 88     -      1261.883  (meters)    4140.03   (feet)  ADJUSTED  
 PA0614  ___________________________________________________________________
 PA0614  GEOID HEIGHT-         -19.09  (meters)                     GEOID03
 PA0614  DYNAMIC HT  -        1261.271 (meters)    4138.02  (feet)  COMP
 PA0614  MODELED GRAV-     980,090.7   (mgal)                       NAVD 88
 PA0614
 PA0614  VERT ORDER  -  FIRST     CLASS II
 PA0614
 PA0614.The horizontal coordinates were scaled from a topographic map and have
 PA0614.an estimated accuracy of +/- 6 seconds.
 PA0614
 PA0614.The orthometric height was determined by differential leveling
 PA0614.and adjusted in June 1991.
 PA0614
 PA0614.The geoid height was determined by GEOID03.
 PA0614
 PA0614.The dynamic height is computed by dividing the NAVD 88
 PA0614.geopotential number by the normal gravity value computed on the
 PA0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0614.degrees latitude (g = 980.6199 gals.).
 PA0614
 PA0614.The modeled gravity was interpolated from observed gravity values.
 PA0614
 PA0614;                    North         East    Units  Estimated Accuracy
 PA0614;SPC OR S     -   212,510.    1,624,350.      MT  (+/- 180 meters Scaled)
 PA0614
 PA0614                          SUPERSEDED SURVEY CONTROL
 PA0614
 PA0614.No superseded survey control is available for this station.
 PA0614
 PA0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ416259(NAD 83)
 PA0614_MARKER: I = METAL ROD
 PA0614_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PA0614_SP_SET: STAINLESS STEEL ROD
 PA0614_STAMPING: G 700 1984
 PA0614_MARK LOGO: NGS   
 PA0614_PROJECTION: FLUSH
 PA0614_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PA0614_ROD/PIPE-DEPTH: 12.2 meters
 PA0614
 PA0614  HISTORY     - Date     Condition        Report By
 PA0614  HISTORY     - 1984     MONUMENTED       NGS
 PA0614
 PA0614                          STATION DESCRIPTION
 PA0614
 PA0614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PA0614'7.9 KM (4.9 MI) SE FROM BURNS.
 PA0614'0.19 KM (0.12 MI) SOUTH ALONG US HIGHWAYS 395 AND 20 FROM THE POST
 PA0614'OFFICE AT BURNS, THENCE 7.72 KM (4.80 MI) EAST ALONG STATE HIGHWAY 78,
 PA0614'NEAR A GATE IN THE SOUTHWEST RIGHT OF WAY FENCE AND ON THE OUTSIDE OF
 PA0614'A CURVE IN AN IRRIGATION DITCH, 1.31 KM (0.81 MI) NORTHWEST OF
 PA0614'MILEPOST 6, 15.5 METERS (51 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE,
 PA0614'12.8 METERS (42 FT) EAST OF THE EAST EDGE OF THE DITCH, 6.7 METERS
 PA0614'(22 FT) SOUTHEAST OF THE SOUTHEAST GATE POST FOR THE GATE AND
 PA0614'0.5 METER (1.5 FT) NORTHEAST OF THE RIGHT OF WAY FENCE.
 PA0614'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 PA0614'THE MARK IS 0.7 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB1172 ***********************************************************************
 QB1172  DESIGNATION -  G 701
 QB1172  PID         -  QB1172
 QB1172  STATE/COUNTY-  OR/MALHEUR
 QB1172  USGS QUAD   -  HOPE BUTTE (1988)
 QB1172
 QB1172                         *CURRENT SURVEY CONTROL
 QB1172  ___________________________________________________________________
 QB1172* NAD 83(1986)-  44 07 24.     (N)    117 22 54.     (W)     SCALED    
 QB1172* NAVD 88     -       742.523  (meters)    2436.09   (feet)  ADJUSTED  
 QB1172  ___________________________________________________________________
 QB1172  GEOID HEIGHT-         -17.90  (meters)                     GEOID03
 QB1172  DYNAMIC HT  -         742.276 (meters)    2435.28  (feet)  COMP
 QB1172  MODELED GRAV-     980,262.2   (mgal)                       NAVD 88
 QB1172
 QB1172  VERT ORDER  -  FIRST     CLASS II
 QB1172
 QB1172.The horizontal coordinates were scaled from a topographic map and have
 QB1172.an estimated accuracy of +/- 6 seconds.
 QB1172
 QB1172.The orthometric height was determined by differential leveling
 QB1172.and adjusted in June 1991.
 QB1172
 QB1172.The geoid height was determined by GEOID03.
 QB1172
 QB1172.The dynamic height is computed by dividing the NAVD 88
 QB1172.geopotential number by the normal gravity value computed on the
 QB1172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB1172.degrees latitude (g = 980.6199 gals.).
 QB1172
 QB1172.The modeled gravity was interpolated from observed gravity values.
 QB1172
 QB1172;                    North         East    Units  Estimated Accuracy
 QB1172;SPC OR S     -   277,550.    1,749,540.      MT  (+/- 180 meters Scaled)
 QB1172
 QB1172                          SUPERSEDED SURVEY CONTROL
 QB1172
 QB1172.No superseded survey control is available for this station.
 QB1172
 QB1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ694856(NAD 83)
 QB1172_MARKER: I = METAL ROD
 QB1172_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QB1172+WITH SETTING: INFORMATION.
 QB1172_SP_SET: SHALLOW-SET METAL ROD
 QB1172_STAMPING: G 701 1985
 QB1172_MARK LOGO: NGS   
 QB1172_PROJECTION: FLUSH
 QB1172_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QB1172_ROD/PIPE-DEPTH: 2.4  meters
 QB1172
 QB1172  HISTORY     - Date     Condition        Report By
 QB1172  HISTORY     - 1985     MONUMENTED       NGS
 QB1172
 QB1172                          STATION DESCRIPTION
 QB1172
 QB1172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QB1172'8.1 KM (5.05 MI) SE FROM JAMIESON.
 QB1172'8.08 KM (5.02 MI) SOUTHEAST ALONG US HIGHWAY 26 FROM THE POST OFFICE
 QB1172'AT JAMIESON, IN THE NORTHWEST CORNER OF THE T JUNCTION OF A DIRT
 QB1172'DRIVEWAY LEADING WEST TO A SMALL HOUSE, 0.50 KM (0.31 MI) NORTHWEST OF
 QB1172'MILEPOST 266, 0.71 KM (0.44 MI) SOUTHEAST OF THE T JUNCTION OF 10TH
 QB1172'AVENUE WEST, 11.3 METERS (37 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE,
 QB1172'16.8 METERS (55 FT) NORTHWEST ACROSS THE DRIVEWAY FROM POWER POLE 260,
 QB1172'7.0 METERS (23 FT) NORTH OF THE CENTER OF THE DRIVEWAY, 1.2 METERS
 QB1172'(4 FT) SOUTH-SOUTHEAST OF THE NORTHWEST ONE OF TWO WOOD BRACE FOOT
 QB1172'ANCHORED REFUSAL..3 FT) SOUTHWEST OF THE FENCE.  ROD SET TO 8 FOOT.
 QB1172'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QB1172'THE MARK IS 1.3 METERS  NW FROM  A WITNESS POST
 QB1172'THE MARK IS 0.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB1146 ***********************************************************************
 QB1146  DESIGNATION -  G 702
 QB1146  PID         -  QB1146
 QB1146  STATE/COUNTY-  OR/MALHEUR
 QB1146  USGS QUAD   -  COW VALLEY EAST (1990)
 QB1146
 QB1146                         *CURRENT SURVEY CONTROL
 QB1146  ___________________________________________________________________
 QB1146* NAD 83(1986)-  44 16 59.     (N)    117 43 18.     (W)     SCALED    
 QB1146* NAVD 88     -      1184.082  (meters)    3884.78   (feet)  ADJUSTED  
 QB1146  ___________________________________________________________________
 QB1146  GEOID HEIGHT-         -17.44  (meters)                     GEOID03
 QB1146  DYNAMIC HT  -        1183.614 (meters)    3883.24  (feet)  COMP
 QB1146  MODELED GRAV-     980,182.0   (mgal)                       NAVD 88
 QB1146
 QB1146  VERT ORDER  -  FIRST     CLASS II
 QB1146
 QB1146.The horizontal coordinates were scaled from a topographic map and have
 QB1146.an estimated accuracy of +/- 6 seconds.
 QB1146
 QB1146.The orthometric height was determined by differential leveling
 QB1146.and adjusted in June 1991.
 QB1146
 QB1146.The geoid height was determined by GEOID03.
 QB1146
 QB1146.The dynamic height is computed by dividing the NAVD 88
 QB1146.geopotential number by the normal gravity value computed on the
 QB1146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB1146.degrees latitude (g = 980.6199 gals.).
 QB1146
 QB1146.The modeled gravity was interpolated from observed gravity values.
 QB1146
 QB1146;                    North         East    Units  Estimated Accuracy
 QB1146;SPC OR S     -   294,340.    1,721,760.      MT  (+/- 180 meters Scaled)
 QB1146
 QB1146                          SUPERSEDED SURVEY CONTROL
 QB1146
 QB1146.No superseded survey control is available for this station.
 QB1146
 QB1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK424035(NAD 83)
 QB1146_MARKER: I = METAL ROD
 QB1146_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QB1146_SP_SET: STAINLESS STEEL ROD
 QB1146_STAMPING: G 702 1985
 QB1146_MARK LOGO: NGS   
 QB1146_PROJECTION: FLUSH
 QB1146_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QB1146_ROD/PIPE-DEPTH: 10.0 meters
 QB1146
 QB1146  HISTORY     - Date     Condition        Report By
 QB1146  HISTORY     - 1985     MONUMENTED       NGS
 QB1146
 QB1146                          STATION DESCRIPTION
 QB1146
 QB1146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QB1146'18.9 KM (11.75 MI) NW FROM BROGAN.
 QB1146'18.86 KM (11.72 MI) NORTHWEST ALONG US HIGHWAY 26 FROM THE POST OFFICE
 QB1146'AT BROGAN, AT A FENCE CORNER IN THE WEST CORNER OF THE Y JUNCTION OF A
 QB1146'DIRT ROAD LEADING WEST ALONG A SECTION LINE, 0.39 KM (0.24 MI) EAST OF
 QB1146'THE EAST END OF A SMALL BRIDGE OVER COW CREEK, 0.67 KM (0.42 MI) WEST
 QB1146'OF MILEPOST 243, ALSO 18.39 KM (11.43 MI) EAST OF IRONSIDE,
 QB1146'14.5 METERS (47.5 FT) SOUTH-SOUTHWEST OF THE HIGHWAY CENTERLINE,
 QB1146'8.5 METERS (28 FT) NORTH OF THE CENTER OF THE ROAD, 1.1 METERS (3.5
 QB1146'FT) NORTHWEST OF A WOOD FENCE CORNER AND GATE POST FOR A WIRE GATE AND
 QB1146'0.8 METER (2.5 FT) NORTH-NORTHWEST OF THE FENCE.  NOTE--ACCESS TO
 QB1146'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QB1146'THE MARK IS 0.5 METERS  ESE FROM  A WITNESS POST
 QB1146'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0766 ***********************************************************************
 QC0766  DESIGNATION -  G 703
 QC0766  PID         -  QC0766
 QC0766  STATE/COUNTY-  OR/BAKER
 QC0766  USGS QUAD   -  UNITY (1984)
 QC0766
 QC0766                         *CURRENT SURVEY CONTROL
 QC0766  ___________________________________________________________________
 QC0766* NAD 83(1986)-  44 28 07.     (N)    118 13 15.     (W)     SCALED    
 QC0766* NAVD 88     -      1199.234  (meters)    3934.49   (feet)  ADJUSTED  
 QC0766  ___________________________________________________________________
 QC0766  GEOID HEIGHT-         -17.52  (meters)                     GEOID03
 QC0766  DYNAMIC HT  -        1198.751 (meters)    3932.90  (feet)  COMP
 QC0766  MODELED GRAV-     980,174.5   (mgal)                       NAVD 88
 QC0766
 QC0766  VERT ORDER  -  FIRST     CLASS II
 QC0766
 QC0766.The horizontal coordinates were scaled from a topographic map and have
 QC0766.an estimated accuracy of +/- 6 seconds.
 QC0766
 QC0766.The orthometric height was determined by differential leveling
 QC0766.and adjusted in June 1991.
 QC0766
 QC0766.The geoid height was determined by GEOID03.
 QC0766
 QC0766.The dynamic height is computed by dividing the NAVD 88
 QC0766.geopotential number by the normal gravity value computed on the
 QC0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0766.degrees latitude (g = 980.6199 gals.).
 QC0766
 QC0766.The modeled gravity was interpolated from observed gravity values.
 QC0766
 QC0766;                    North         East    Units  Estimated Accuracy
 QC0766;SPC OR N     -    91,670.    2,681,330.      MT  (+/- 180 meters Scaled)
 QC0766
 QC0766                          SUPERSEDED SURVEY CONTROL
 QC0766
 QC0766.No superseded survey control is available for this station.
 QC0766
 QC0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK028246(NAD 83)
 QC0766_MARKER: I = METAL ROD
 QC0766_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QC0766+WITH SETTING: INFORMATION.
 QC0766_SP_SET: SHALLOW-SET METAL ROD
 QC0766_STAMPING: G 703 1985
 QC0766_MARK LOGO: NGS   
 QC0766_PROJECTION: FLUSH
 QC0766_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QC0766_ROD/PIPE-DEPTH: 1.8  meters
 QC0766
 QC0766  HISTORY     - Date     Condition        Report By
 QC0766  HISTORY     - 1985     MONUMENTED       NGS
 QC0766
 QC0766                          STATION DESCRIPTION
 QC0766
 QC0766'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QC0766'4.7 KM (2.9 MI) NW FROM UNITY.
 QC0766'4.68 KM (2.91 MI) NORTHWEST ALONG US HIGHWAY 26 FROM THE POST OFFICE
 QC0766'AT UNITY, IN THE SOUTH CORNER OF THE T JUNCTION OF A DIRT ROAD LEADING
 QC0766'WEST, ON THE OUTSIDE OF A CURVE, 0.71 KM (0.44 MI) SOUTHEAST OF
 QC0766'MILEPOST 209, 11.9 METERS (39 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE,
 QC0766'77.1 METERS (253 FT) SOUTHEAST OF THE SOUTH CORNER OF A CONCRETE
 QC0766'BRIDGE OVER AN IRRIGATION CANAL, 39.9 METERS (131 FT) SOUTH OF THE
 QC0766'CENTER OF THE DIRT ROAD, 37.5 METERS (123 FT) SOUTHEAST OF THE
 QC0766'SOUTHEAST END OF A GATE IN THE RIGHT OF WAY FENCE AND 1.0 METER (3.4
 QC0766'FT) NORTHEAST OF THE RIGHT OF WAY FENCE AT A BRACED WOODEN POST.  ROD
 QC0766'SET TO 6 FOOT ANCHORED REFUSAL.  NOTE--ACCESS TO DATUM POINT IS HAD
 QC0766'THROUGH A 5-INCH LOGO CAP.
 QC0766'THE MARK IS 0.4 METERS  NW FROM  A WITNESS POST
 QC0766'THE MARK IS 1.5 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0743 ***********************************************************************
 QC0743  DESIGNATION -  G 704
 QC0743  PID         -  QC0743
 QC0743  STATE/COUNTY-  OR/GRANT
 QC0743  USGS QUAD   -  BATES (1996)
 QC0743
 QC0743                         *CURRENT SURVEY CONTROL
 QC0743  ___________________________________________________________________
 QC0743* NAD 83(1986)-  44 34 12.     (N)    118 30 18.     (W)     SCALED    
 QC0743* NAVD 88     -      1291.697  (meters)    4237.84   (feet)  ADJUSTED  
 QC0743  ___________________________________________________________________
 QC0743  GEOID HEIGHT-         -17.44  (meters)                     GEOID03
 QC0743  DYNAMIC HT  -        1291.162 (meters)    4236.09  (feet)  COMP
 QC0743  MODELED GRAV-     980,158.5   (mgal)                       NAVD 88
 QC0743
 QC0743  VERT ORDER  -  FIRST     CLASS II
 QC0743
 QC0743.The horizontal coordinates were scaled from a topographic map and have
 QC0743.an estimated accuracy of +/- 6 seconds.
 QC0743
 QC0743.The orthometric height was determined by differential leveling
 QC0743.and adjusted in June 1991.
 QC0743
 QC0743.The geoid height was determined by GEOID03.
 QC0743
 QC0743.The dynamic height is computed by dividing the NAVD 88
 QC0743.geopotential number by the normal gravity value computed on the
 QC0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0743.degrees latitude (g = 980.6199 gals.).
 QC0743
 QC0743.The modeled gravity was interpolated from observed gravity values.
 QC0743
 QC0743;                    North         East    Units  Estimated Accuracy
 QC0743;SPC OR N     -   102,340.    2,658,450.      MT  (+/- 180 meters Scaled)
 QC0743
 QC0743                          SUPERSEDED SURVEY CONTROL
 QC0743
 QC0743.No superseded survey control is available for this station.
 QC0743
 QC0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK804362(NAD 83)
 QC0743_MARKER: I = METAL ROD
 QC0743_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QC0743+WITH SETTING: INFORMATION.
 QC0743_SP_SET: SHALLOW-SET METAL ROD
 QC0743_STAMPING: G 704 1985
 QC0743_MARK LOGO: NGS   
 QC0743_PROJECTION: FLUSH
 QC0743_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QC0743_ROD/PIPE-DEPTH: 1.7  meters
 QC0743
 QC0743  HISTORY     - Date     Condition        Report By
 QC0743  HISTORY     - 1985     MONUMENTED       NGS
 QC0743
 QC0743                          STATION DESCRIPTION
 QC0743
 QC0743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QC0743'24.2 KM (15.05 MI) NE FROM PRAIRIE CITY.
 QC0743'24.17 KM (15.02 MI) NORTHEAST ALONG US HIGHWAY 26 FROM THE POST OFFICE
 QC0743'AT PRAIRIE CITY, IN THE NORTHEAST CORNER OF THE INTERSECTION OF DAVIS
 QC0743'CREEK ROAD, 0.67 KM (0.42 MI) SOUTHWEST OF THE T JUNCTION OF STATE
 QC0743'ROUTE 7 AT AUSTIN JUNCTION, 0.42 KM (0.27 MI) NORTH OF MILEPOST 190,
 QC0743'19.7 METERS (64.5 FT) EAST OF THE HIGHWAY CENTERLINE, 22.6 METERS (74
 QC0743'FT) NORTH OF THE CENTER OF THE ROAD, 89.9 METERS (295 FT) SOUTH OF THE
 QC0743'SOUTHEAST CORNER OF A WHITE PAINTED CATTLE GUARD, 18.0 METERS (59 FT)
 QC0743'NORTHEAST OF THE NORTH END OF A 18-INCH PIPE CULVERT UNDER THE GRAVEL
 QC0743'ROAD AND 14.6 METERS (48 FT) EAST-SOUTHEAST OF A WEIGH STATION SIGN.
 QC0743'ROD SET TO 5.5 FEET ANCHORED REFUSAL.  NOTE--ACCESS TO DATUM POINT IS
 QC0743'HAD THROUGH A 5-INCH LOGO CAP.
 QC0743'THE MARK IS 0.4 METERS  S FROM  A WITNESS POST
 QC0743'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0629 ***********************************************************************
 PA0629  DESIGNATION -  G 705
 PA0629  PID         -  PA0629
 PA0629  STATE/COUNTY-  OR/HARNEY
 PA0629  USGS QUAD   -  POISON CREEK (1990)
 PA0629
 PA0629                         *CURRENT SURVEY CONTROL
 PA0629  ___________________________________________________________________
 PA0629* NAD 83(1986)-  43 41 22.     (N)    119 01 02.     (W)     SCALED    
 PA0629* NAVD 88     -      1301.294  (meters)    4269.33   (feet)  ADJUSTED  
 PA0629  ___________________________________________________________________
 PA0629  GEOID HEIGHT-         -18.73  (meters)                     GEOID03
 PA0629  DYNAMIC HT  -        1300.680 (meters)    4267.31  (feet)  COMP
 PA0629  MODELED GRAV-     980,102.1   (mgal)                       NAVD 88
 PA0629
 PA0629  VERT ORDER  -  FIRST     CLASS II
 PA0629
 PA0629.The horizontal coordinates were scaled from a topographic map and have
 PA0629.an estimated accuracy of +/- 6 seconds.
 PA0629
 PA0629.The orthometric height was determined by differential leveling
 PA0629.and adjusted in June 1991.
 PA0629
 PA0629.The geoid height was determined by GEOID03.
 PA0629
 PA0629.The dynamic height is computed by dividing the NAVD 88
 PA0629.geopotential number by the normal gravity value computed on the
 PA0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0629.degrees latitude (g = 980.6199 gals.).
 PA0629
 PA0629.The modeled gravity was interpolated from observed gravity values.
 PA0629
 PA0629;                    North         East    Units  Estimated Accuracy
 PA0629;SPC OR S     -   225,760.    1,619,530.      MT  (+/- 180 meters Scaled)
 PA0629
 PA0629                          SUPERSEDED SURVEY CONTROL
 PA0629
 PA0629.No superseded survey control is available for this station.
 PA0629
 PA0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ374393(NAD 83)
 PA0629_MARKER: I = METAL ROD
 PA0629_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PA0629+WITH SETTING: INFORMATION.
 PA0629_SP_SET: SHALLOW-SET METAL ROD
 PA0629_STAMPING: G 705 1985
 PA0629_MARK LOGO: NGS   
 PA0629_PROJECTION: FLUSH
 PA0629_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PA0629_ROD/PIPE-DEPTH: 2.4  meters
 PA0629
 PA0629  HISTORY     - Date     Condition        Report By
 PA0629  HISTORY     - 1985     MONUMENTED       NGS
 PA0629
 PA0629                          STATION DESCRIPTION
 PA0629
 PA0629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PA0629'14.5 KM (9.0 MI) NORTH FROM BURNS.
 PA0629'14.5 KM (9.0 MI) NORTH ALONG US HIGHWAY 395 FROM THE POST OFFICE AT
 PA0629'BURNS, AT A PRIVATE DIRT ROAD LEADING WEST OVER THE RAILROAD TRACKS TO
 PA0629'A SMALL RANCH HOUSE, 14.7 METERS (48.3 FT) EAST OF THE HIGHWAY
 PA0629'CENTERLINE, 9.1 METERS (30 FT) NORTH OF THE EXTENDED CENTER OF THE
 PA0629'DRIVE AND 0.31 METER (1 FT) WEST OF THE FENCE.  ROD SET TO 8 FOOT
 PA0629'ANCHORED REFUSAL.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 PA0629'LOGO CAP.
 PA0629'THE MARK IS 0.15 METERS  W FROM  A WITNESS POST
 PA0629'THE MARK IS 0.31 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0788 ***********************************************************************
 QC0788  DESIGNATION -  G 706
 QC0788  PID         -  QC0788
 QC0788  STATE/COUNTY-  OR/GRANT
 QC0788  USGS QUAD   -  SILVIES (1990)
 QC0788
 QC0788                         *CURRENT SURVEY CONTROL
 QC0788  ___________________________________________________________________
 QC0788* NAD 83(1986)-  44 02 46.     (N)    118 56 18.     (W)     SCALED    
 QC0788* NAVD 88     -      1398.233  (meters)    4587.37   (feet)  ADJUSTED  
 QC0788  ___________________________________________________________________
 QC0788  GEOID HEIGHT-         -18.10  (meters)                     GEOID03
 QC0788  DYNAMIC HT  -        1397.583 (meters)    4585.24  (feet)  COMP
 QC0788  MODELED GRAV-     980,104.6   (mgal)                       NAVD 88
 QC0788
 QC0788  VERT ORDER  -  FIRST     CLASS II
 QC0788
 QC0788.The horizontal coordinates were scaled from a topographic map and have
 QC0788.an estimated accuracy of +/- 6 seconds.
 QC0788
 QC0788.The orthometric height was determined by differential leveling
 QC0788.and adjusted in June 1991.
 QC0788
 QC0788.The geoid height was determined by GEOID03.
 QC0788
 QC0788.The dynamic height is computed by dividing the NAVD 88
 QC0788.geopotential number by the normal gravity value computed on the
 QC0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0788.degrees latitude (g = 980.6199 gals.).
 QC0788
 QC0788.The modeled gravity was interpolated from observed gravity values.
 QC0788
 QC0788;                    North         East    Units  Estimated Accuracy
 QC0788;SPC OR N     -    43,380.    2,625,160.      MT  (+/- 180 meters Scaled)
 QC0788
 QC0788                          SUPERSEDED SURVEY CONTROL
 QC0788
 QC0788.No superseded survey control is available for this station.
 QC0788
 QC0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ447788(NAD 83)
 QC0788_MARKER: I = METAL ROD
 QC0788_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QC0788_SP_SET: STAINLESS STEEL ROD
 QC0788_STAMPING: G 706 1985
 QC0788_MARK LOGO: NGS   
 QC0788_PROJECTION: FLUSH
 QC0788_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QC0788_ROD/PIPE-DEPTH: 5.2  meters
 QC0788
 QC0788  HISTORY     - Date     Condition        Report By
 QC0788  HISTORY     - 1985     MONUMENTED       NGS
 QC0788
 QC0788                          STATION DESCRIPTION
 QC0788
 QC0788'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QC0788'1.6 KM (1.0 MI) NORTH FROM SILVIES.
 QC0788'1.6 KM (1.0 MI) NORTH ALONG US HIGHWAY 395 FROM THE GENERAL STORE AT
 QC0788'SILVIES, AT THE WEST EDGE OF A 70 BY 60 FOOT WIRE CORRAL AND A WIRE
 QC0788'GATE, 0.6 KM (0.4 MI) SOUTH OF MILEPOST 34, 13.0 METERS (42.6 FT) EAST
 QC0788'OF THE HIGHWAY CENTERLINE, 6.7 METERS (22 FT) SOUTH OF THE CENTER OF
 QC0788'THE GATE, 3.7 METERS (12 FT) SOUTH OF A FENCE CORNER AND 0.31 METER (1
 QC0788'FT) WEST OF A FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 QC0788'5-INCH LOGO CAP.
 QC0788'THE MARK IS 0.15 METERS  W FROM  A WITNESS POST
 QC0788'THE MARK IS 0.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0720 ***********************************************************************
 QC0720  DESIGNATION -  G 707
 QC0720  PID         -  QC0720
 QC0720  STATE/COUNTY-  OR/GRANT
 QC0720  USGS QUAD   -  CASTLE CREEK (1983)
 QC0720
 QC0720                         *CURRENT SURVEY CONTROL
 QC0720  ___________________________________________________________________
 QC0720* NAD 83(1986)-  44 26 48.     (N)    118 46 54.     (W)     SCALED    
 QC0720* NAVD 88     -      1036.826  (meters)    3401.65   (feet)  ADJUSTED  
 QC0720  ___________________________________________________________________
 QC0720  GEOID HEIGHT-         -18.00  (meters)                     GEOID03
 QC0720  DYNAMIC HT  -        1036.441 (meters)    3400.39  (feet)  COMP
 QC0720  MODELED GRAV-     980,211.4   (mgal)                       NAVD 88
 QC0720
 QC0720  VERT ORDER  -  FIRST     CLASS II
 QC0720
 QC0720.The horizontal coordinates were scaled from a topographic map and have
 QC0720.an estimated accuracy of +/- 6 seconds.
 QC0720
 QC0720.The orthometric height was determined by differential leveling
 QC0720.and adjusted in June 1991.
 QC0720
 QC0720.The geoid height was determined by GEOID03.
 QC0720
 QC0720.The dynamic height is computed by dividing the NAVD 88
 QC0720.geopotential number by the normal gravity value computed on the
 QC0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0720.degrees latitude (g = 980.6199 gals.).
 QC0720
 QC0720.The modeled gravity was interpolated from observed gravity values.
 QC0720
 QC0720;                    North         East    Units  Estimated Accuracy
 QC0720;SPC OR N     -    88,130.    2,636,770.      MT  (+/- 180 meters Scaled)
 QC0720
 QC0720                          SUPERSEDED SURVEY CONTROL
 QC0720
 QC0720.No superseded survey control is available for this station.
 QC0720
 QC0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK582230(NAD 83)
 QC0720_MARKER: DB = BENCH MARK DISK
 QC0720_SETTING: 66 = SET IN ROCK OUTCROP
 QC0720_SP_SET: ROCK OUTCROP
 QC0720_STAMPING: G 707 1985
 QC0720_MARK LOGO: NGS   
 QC0720_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QC0720+STABILITY: POSITION/ELEVATION WELL
 QC0720
 QC0720  HISTORY     - Date     Condition        Report By
 QC0720  HISTORY     - 1985     MONUMENTED       NGS
 QC0720
 QC0720                          STATION DESCRIPTION
 QC0720
 QC0720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QC0720'6.0 KM (3.7 MI) WEST FROM PRAIRIE CITY.
 QC0720'5.99 KM (3.72 MI) WEST ALONG US HIGHWAY 26 FROM THE POST OFFICE AT
 QC0720'PRAIRIE CITY, IN TOP OF THE WEST EDGE OF A 3 BY 5 FOOT PORTION OF GRAY
 QC0720'OUTCROP, AT THE WEST END OF A TALL CUT, 0.40 KM (0.25 MI) WEST OF THE
 QC0720'T JUNCTION OF BEAR CREEK ROAD LEADING NORTH, 0.75 KM (0.47 MI) EAST OF
 QC0720'MILEPOST 171, 9.0 METERS (29.5 FT) NORTH OF THE HIGHWAY CENTERLINE,
 QC0720'39.0 METERS (128 FT) EAST OF THE EAST END OF A GATE IN THE RIGHT OF
 QC0720'WAY FENCE, 32.9 METERS (108 FT) EAST OF THE WEST END OF THE CUT, 11.0
 QC0720'METERS (36.5 FT) SOUTHWEST AND BELOW A DOUBLE GUY WIRED POWER POLE
 QC0720'NUMBER 70 AND 9.4 METERS (31 FT) SOUTH OF THE RIGHT OF WAY FENCE.
 QC0720'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 QC0720'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1057 ***********************************************************************
 SC1057  DESIGNATION -  G 709
 SC1057  PID         -  SC1057
 SC1057  STATE/COUNTY-  OR/CLATSOP
 SC1057  USGS QUAD   -  CATHLAMET BAY (1984)
 SC1057
 SC1057                         *CURRENT SURVEY CONTROL
 SC1057  ___________________________________________________________________
 SC1057* NAD 83(1986)-  46 10 01.     (N)    123 44 35.     (W)     SCALED    
 SC1057* NAVD 88     -        11.581  (meters)      38.00   (feet)  ADJUSTED  
 SC1057  ___________________________________________________________________
 SC1057  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 SC1057  DYNAMIC HT  -          11.582 (meters)      38.00  (feet)  COMP
 SC1057  MODELED GRAV-     980,709.2   (mgal)                       NAVD 88
 SC1057
 SC1057  VERT ORDER  -  FIRST     CLASS II
 SC1057
 SC1057.The horizontal coordinates were scaled from a topographic map and have
 SC1057.an estimated accuracy of +/- 6 seconds.
 SC1057
 SC1057.The orthometric height was determined by differential leveling
 SC1057.and adjusted in June 1991.
 SC1057
 SC1057.The geoid height was determined by GEOID03.
 SC1057
 SC1057.The dynamic height is computed by dividing the NAVD 88
 SC1057.geopotential number by the normal gravity value computed on the
 SC1057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC1057.degrees latitude (g = 980.6199 gals.).
 SC1057
 SC1057.The modeled gravity was interpolated from observed gravity values.
 SC1057
 SC1057;                    North         East    Units  Estimated Accuracy
 SC1057;SPC OR N     -   282,880.    2,249,590.      MT  (+/- 180 meters Scaled)
 SC1057
 SC1057                          SUPERSEDED SURVEY CONTROL
 SC1057
 SC1057.No superseded survey control is available for this station.
 SC1057
 SC1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS426128(NAD 83)
 SC1057_MARKER: I = METAL ROD
 SC1057_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SC1057_SP_SET: STAINLESS STEEL ROD
 SC1057_STAMPING: G 709 1987
 SC1057_MARK LOGO: NGS   
 SC1057_PROJECTION: FLUSH
 SC1057_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SC1057+STABILITY: POSITION/ELEVATION WELL
 SC1057_ROD/PIPE-DEPTH: 12.2 meters
 SC1057
 SC1057  HISTORY     - Date     Condition        Report By
 SC1057  HISTORY     - 1987     MONUMENTED       NGS
 SC1057  HISTORY     - 20040829 MARK NOT FOUND   USPSQD
 SC1057
 SC1057                          STATION DESCRIPTION
 SC1057
 SC1057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SC1057'9.7 KM (6.05 MI) EAST FROM ASTORIA.
 SC1057'9.7 KM (6.05 MI) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF
 SC1057'16TH STREET IN ASTORIA, 11.9 M (39.0 FT) EAST OF THE CENTERLINE OF
 SC1057'THE HIGHWAY, AND 2.8 M (9.2 FT) NORTH OF THE CENTER OF A METAL GATE
 SC1057'AND FIELD ENTRANCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 SC1057'5-INCH LOGO CAP.
 SC1057'THE MARK IS 0.2 METERS  W FROM  A WITNESS POST AND FENCE
 SC1057'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 SC1057
 SC1057                          STATION RECOVERY (2004)
 SC1057
 SC1057'RECOVERY NOTE BY US POWER SQUADRON 2004 (SO)
 SC1057'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0169 ***********************************************************************
 QC0169  DESIGNATION -  G 71
 QC0169  PID         -  QC0169
 QC0169  STATE/COUNTY-  OR/GRANT
 QC0169  USGS QUAD   -  SILVIES (1990)
 QC0169
 QC0169                         *CURRENT SURVEY CONTROL
 QC0169  ___________________________________________________________________
 QC0169* NAD 83(1986)-  44 01 36.     (N)    118 55 59.     (W)     SCALED    
 QC0169* NAVD 88     -      1397.447  (meters)    4584.79   (feet)  ADJUSTED  
 QC0169  ___________________________________________________________________
 QC0169  GEOID HEIGHT-         -18.12  (meters)                     GEOID03
 QC0169  DYNAMIC HT  -        1396.797 (meters)    4582.66  (feet)  COMP
 QC0169  MODELED GRAV-     980,104.9   (mgal)                       NAVD 88
 QC0169
 QC0169  VERT ORDER  -  FIRST     CLASS II
 QC0169
 QC0169.The horizontal coordinates were scaled from a topographic map and have
 QC0169.an estimated accuracy of +/- 6 seconds.
 QC0169
 QC0169.The orthometric height was determined by differential leveling
 QC0169.and adjusted in June 1991.
 QC0169.WARNING-Repeat measurements at this control monument indicate possible
 QC0169.vertical movement.
 QC0169
 QC0169.The geoid height was determined by GEOID03.
 QC0169
 QC0169.The dynamic height is computed by dividing the NAVD 88
 QC0169.geopotential number by the normal gravity value computed on the
 QC0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0169.degrees latitude (g = 980.6199 gals.).
 QC0169
 QC0169.The modeled gravity was interpolated from observed gravity values.
 QC0169
 QC0169;                    North         East    Units  Estimated Accuracy
 QC0169;SPC OR N     -    41,220.    2,625,630.      MT  (+/- 180 meters Scaled)
 QC0169
 QC0169                          SUPERSEDED SURVEY CONTROL
 QC0169
 QC0169  NGVD 29 (??/??/92) 1396.195  (m)         4580.68   (f) ADJ UNCH    1 2
 QC0169
 QC0169.Superseded values are not recommended for survey control.
 QC0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0169.See file dsdata.txt to determine how the superseded data were derived.
 QC0169
 QC0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ450766(NAD 83)
 QC0169_MARKER: DB = BENCH MARK DISK
 QC0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0169_SP_SET: CONCRETE POST
 QC0169_STAMPING: G 71 1931 4580.959
 QC0169_MARK LOGO: CGS   
 QC0169_PROJECTION: PROJECTING 10 CENTIMETERS
 QC0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0169+STABILITY: SURFACE MOTION
 QC0169
 QC0169  HISTORY     - Date     Condition        Report By
 QC0169  HISTORY     - 1931     MONUMENTED       CGS
 QC0169  HISTORY     - 1962     MARK NOT FOUND   CGS
 QC0169  HISTORY     - 1985     GOOD             NGS
 QC0169
 QC0169                          STATION DESCRIPTION
 QC0169
 QC0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 QC0169'0.3 MI S FROM SILVIES.
 QC0169'0.3 MILES SOUTH OF SILVIES.  40 FEET WEST OF CENTER LINE OF CANYON
 QC0169'CITY--BURNS HIGHWAY.  75 FEET SOUTH OF JUNCTION TO MYRTLE PARK.  AT
 QC0169'END OF FENCE.
 QC0169
 QC0169                          STATION RECOVERY (1962)
 QC0169
 QC0169'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 QC0169'MARK NOT FOUND.
 QC0169
 QC0169                          STATION RECOVERY (1985)
 QC0169
 QC0169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QC0169'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.5 KM
 QC0169'(0.3 MI) SOUTH ALONG US HIGHWAY 395 FROM THE GENERAL STORE AT SILVIES,
 QC0169'11.9 METERS (39 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE AND
 QC0169'15.2 METERS (50 FT) SOUTH OF THE CENTER OF A TRACK ROAD LEADING WEST.
 QC0169'THE MARK IS 0.31 METERS  NE FROM  A WITNESS POST
 QC0169'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1090 ***********************************************************************
 SC1090  DESIGNATION -  G 710
 SC1090  PID         -  SC1090
 SC1090  STATE/COUNTY-  OR/COLUMBIA
 SC1090  USGS QUAD   -  CLATSKANIE (1985)
 SC1090
 SC1090                         *CURRENT SURVEY CONTROL
 SC1090  ___________________________________________________________________
 SC1090* NAD 83(1986)-  46 07 06.     (N)    123 13 41.     (W)     SCALED    
 SC1090* NAVD 88     -         8.796  (meters)      28.86   (feet)  ADJUSTED  
 SC1090  ___________________________________________________________________
 SC1090  GEOID HEIGHT-         -21.05  (meters)                     GEOID03
 SC1090  DYNAMIC HT  -           8.797 (meters)      28.86  (feet)  COMP
 SC1090  MODELED GRAV-     980,756.8   (mgal)                       NAVD 88
 SC1090
 SC1090  VERT ORDER  -  FIRST     CLASS II
 SC1090
 SC1090.The horizontal coordinates were scaled from a topographic map and have
 SC1090.an estimated accuracy of +/- 6 seconds.
 SC1090
 SC1090.The orthometric height was determined by differential leveling
 SC1090.and adjusted in June 1991.
 SC1090
 SC1090.The geoid height was determined by GEOID03.
 SC1090
 SC1090.The dynamic height is computed by dividing the NAVD 88
 SC1090.geopotential number by the normal gravity value computed on the
 SC1090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC1090.degrees latitude (g = 980.6199 gals.).
 SC1090
 SC1090.The modeled gravity was interpolated from observed gravity values.
 SC1090
 SC1090;                    North         East    Units  Estimated Accuracy
 SC1090;SPC OR N     -   276,010.    2,289,160.      MT  (+/- 180 meters Scaled)
 SC1090
 SC1090                          SUPERSEDED SURVEY CONTROL
 SC1090
 SC1090.No superseded survey control is available for this station.
 SC1090
 SC1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS823072(NAD 83)
 SC1090_MARKER: DB = BENCH MARK DISK
 SC1090_SETTING: 66 = SET IN ROCK OUTCROP
 SC1090_SP_SET: BEDROCK
 SC1090_STAMPING: G 710 1987
 SC1090_MARK LOGO: NGS   
 SC1090_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SC1090+STABILITY: POSITION/ELEVATION WELL
 SC1090_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SC1090+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2008
 SC1090
 SC1090  HISTORY     - Date     Condition        Report By
 SC1090  HISTORY     - 1987     MONUMENTED       NGS
 SC1090  HISTORY     - 20080308 GOOD             COAST
 SC1090  HISTORY     - 20080916 GOOD             GEOCAC
 SC1090
 SC1090                          STATION DESCRIPTION
 SC1090
 SC1090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SC1090'21.5 KM (13.35 MI) WEST FROM RAINIER.
 SC1090'21.5 KM (13.35 MI) WESTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION
 SC1090'OF STATE HIGHWAY 433 AT THE WEST EDGE OF RAINIER, SET VERTICALLY IN
 SC1090'THE NORTHWEST 1/4 OF A 2500 FOOT EXPOSED AREA OF BEDROCK IN A HIGHWAY
 SC1090'CUT, 15.4 M (50.5 FT) NORTHWEST OF THE SOUTHWEST END OF A 24-INCH
 SC1090'CONCRETE PIPE CULVERT, AND 13.0 M (42.7 FT) SOUTHWEST OF THE
 SC1090'CENTERLINE OF THE HIGHWAY.
 SC1090'THE MARK IS 1.6 M ABOVE THE GROUND.
 SC1090
 SC1090                          STATION RECOVERY (2008)
 SC1090
 SC1090'RECOVERY NOTE BY COAST SURVEYING INCORPORATED 2008 (CC)
 SC1090'CONCRETE CULVERT IS 36 INCH DIAMETER.  MARK IS AT MILEPOST 63.1.
 SC1090
 SC1090                          STATION RECOVERY (2008)
 SC1090
 SC1090'RECOVERY NOTE BY GEOCACHING 2008 (WD)
 SC1090'HANDHELD COORDINATES ARE N46-07-07.1 W123-13-40.3.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1426 ***********************************************************************
 RD1426  DESIGNATION -  G 711
 RD1426  PID         -  RD1426
 RD1426  STATE/COUNTY-  OR/CLATSOP
 RD1426  USGS QUAD   -  NECANICUM JUNCTION (1985)
 RD1426
 RD1426                         *CURRENT SURVEY CONTROL
 RD1426  ___________________________________________________________________
 RD1426* NAD 83(1986)-  45 54 03.     (N)    123 51 57.     (W)     SCALED    
 RD1426* NAVD 88     -        48.612  (meters)     159.49   (feet)  ADJUSTED  
 RD1426  ___________________________________________________________________
 RD1426  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 RD1426  DYNAMIC HT  -          48.616 (meters)     159.50  (feet)  COMP
 RD1426  MODELED GRAV-     980,697.5   (mgal)                       NAVD 88
 RD1426
 RD1426  VERT ORDER  -  FIRST     CLASS II
 RD1426
 RD1426.The horizontal coordinates were scaled from a topographic map and have
 RD1426.an estimated accuracy of +/- 6 seconds.
 RD1426
 RD1426.The orthometric height was determined by differential leveling
 RD1426.and adjusted in June 1991.
 RD1426
 RD1426.The geoid height was determined by GEOID03.
 RD1426
 RD1426.The dynamic height is computed by dividing the NAVD 88
 RD1426.geopotential number by the normal gravity value computed on the
 RD1426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1426.degrees latitude (g = 980.6199 gals.).
 RD1426
 RD1426.The modeled gravity was interpolated from observed gravity values.
 RD1426
 RD1426;                    North         East    Units  Estimated Accuracy
 RD1426;SPC OR N     -   253,710.    2,238,890.      MT  (+/- 180 meters Scaled)
 RD1426
 RD1426                          SUPERSEDED SURVEY CONTROL
 RD1426
 RD1426.No superseded survey control is available for this station.
 RD1426
 RD1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR328833(NAD 83)
 RD1426_MARKER: I = METAL ROD
 RD1426_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RD1426_SP_SET: STAINLESS STEEL ROD
 RD1426_STAMPING: G 711 1987
 RD1426_MARK LOGO: NGS   
 RD1426_PROJECTION: FLUSH
 RD1426_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RD1426+STABILITY: POSITION/ELEVATION WELL
 RD1426_ROD/PIPE-DEPTH: 6.7  meters
 RD1426
 RD1426  HISTORY     - Date     Condition        Report By
 RD1426  HISTORY     - 1987     MONUMENTED       NGS
 RD1426  HISTORY     - 1987     GOOD             USPSQD
 RD1426
 RD1426                          STATION DESCRIPTION
 RD1426
 RD1426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 RD1426'12.8 KM (7.95 MI) SE FROM SEASIDE.
 RD1426'6.2 KM (3.85 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM ITS JUNCTION
 RD1426'WITH BROADWAY AVENUE IN SEASIDE, THENCE 6.6 KM (4.10 MI)
 RD1426'SOUTHEASTERLY ALONG U.S. HIGHWAY 26, 9.7 M (31.8 FT) NORTH OF THE
 RD1426'CENTERLINE OF THE HIGHWAY, AND 1.2 M (3.9 FT) WEST OF UTILITY POLE
 RD1426'NUMBER 245300 54.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 RD1426'5-INCH LOGO CAP.
 RD1426'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 RD1426'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 RD1426
 RD1426                          STATION RECOVERY (1987)
 RD1426
 RD1426'RECOVERY NOTE BY US POWER SQUADRON 1987 (GAN)
 RD1426'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1440 ***********************************************************************
 RD1440  DESIGNATION -  G 712
 RD1440  PID         -  RD1440
 RD1440  STATE/COUNTY-  OR/TILLAMOOK
 RD1440  USGS QUAD   -  GARIBALDI (1985)
 RD1440
 RD1440                         *CURRENT SURVEY CONTROL
 RD1440  ___________________________________________________________________
 RD1440* NAD 83(1986)-  45 37 26.     (N)    123 56 33.     (W)     SCALED    
 RD1440* NAVD 88     -         5.098  (meters)      16.73   (feet)  ADJUSTED  
 RD1440  ___________________________________________________________________
 RD1440  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 RD1440  DYNAMIC HT  -           5.098 (meters)      16.73  (feet)  COMP
 RD1440  MODELED GRAV-     980,700.5   (mgal)                       NAVD 88
 RD1440
 RD1440  VERT ORDER  -  FIRST     CLASS II
 RD1440
 RD1440.The horizontal coordinates were scaled from a topographic map and have
 RD1440.an estimated accuracy of +/- 6 seconds.
 RD1440
 RD1440.The orthometric height was determined by differential leveling
 RD1440.and adjusted in June 1991.
 RD1440
 RD1440.The geoid height was determined by GEOID03.
 RD1440
 RD1440.The dynamic height is computed by dividing the NAVD 88
 RD1440.geopotential number by the normal gravity value computed on the
 RD1440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1440.degrees latitude (g = 980.6199 gals.).
 RD1440
 RD1440.The modeled gravity was interpolated from observed gravity values.
 RD1440
 RD1440;                    North         East    Units  Estimated Accuracy
 RD1440;SPC OR N     -   223,210.    2,231,630.      MT  (+/- 180 meters Scaled)
 RD1440
 RD1440                          SUPERSEDED SURVEY CONTROL
 RD1440
 RD1440.No superseded survey control is available for this station.
 RD1440
 RD1440_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR265526(NAD 83)
 RD1440_MARKER: I = METAL ROD
 RD1440_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RD1440_SP_SET: STAINLESS STEEL ROD
 RD1440_STAMPING: G 712 1987
 RD1440_MARK LOGO: NGS   
 RD1440_PROJECTION: FLUSH
 RD1440_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RD1440+STABILITY: POSITION/ELEVATION WELL
 RD1440_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RD1440+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2006
 RD1440_ROD/PIPE-DEPTH: 13.5 meters
 RD1440
 RD1440  HISTORY     - Date     Condition        Report By
 RD1440  HISTORY     - 1987     MONUMENTED       NGS
 RD1440  HISTORY     - 20040521 GOOD             USPSQD
 RD1440  HISTORY     - 20060218 GOOD             USPSQD
 RD1440
 RD1440                          STATION DESCRIPTION
 RD1440
 RD1440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 RD1440'14.8 KM (9.20 MI) SW FROM NEHALEM.
 RD1440'14.8 KM (9.20 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE CITY
 RD1440'HALL IN NEHALEM, IN THE VILLAGE OF ROCKAWAY, AT THE INTERSECTION OF
 RD1440'U.S. HIGHWAY 101 AND NORTH 9TH AVENUE, 11.6 M (38.1 FT) EAST OF THE
 RD1440'CENTERLINE OF THE HIGHWAY, 5.8 M (19.0 FT) NORTH OF THE EXTENDED
 RD1440'CENTER OF THE AVENUE, AND 1.6 M (5.2 FT) SOUTH OF UTILITY POLE NUMBER
 RD1440'292100.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 RD1440'CAP.
 RD1440'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 RD1440'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 RD1440
 RD1440                          STATION RECOVERY (2004)
 RD1440
 RD1440'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 RD1440'RECOVERED IN GOOD CONDITION.
 RD1440
 RD1440                          STATION RECOVERY (2006)
 RD1440
 RD1440'RECOVERY NOTE BY US POWER SQUADRON 2006 (DLM)
 RD1440'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1408 ***********************************************************************
 RD1408  DESIGNATION -  G 713
 RD1408  PID         -  RD1408
 RD1408  STATE/COUNTY-  OR/TILLAMOOK
 RD1408  USGS QUAD   -  NESKOWIN (1985)
 RD1408
 RD1408                         *CURRENT SURVEY CONTROL
 RD1408  ___________________________________________________________________
 RD1408* NAD 83(1986)-  45 06 42.     (N)    123 58 21.     (W)     SCALED    
 RD1408* NAVD 88     -        15.709  (meters)      51.54   (feet)  ADJUSTED  
 RD1408  ___________________________________________________________________
 RD1408  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 RD1408  DYNAMIC HT  -          15.710 (meters)      51.54  (feet)  COMP
 RD1408  MODELED GRAV-     980,660.8   (mgal)                       NAVD 88
 RD1408
 RD1408  VERT ORDER  -  FIRST     CLASS II
 RD1408
 RD1408.The horizontal coordinates were scaled from a topographic map and have
 RD1408.an estimated accuracy of +/- 6 seconds.
 RD1408
 RD1408.The orthometric height was determined by differential leveling
 RD1408.and adjusted in June 1991.
 RD1408
 RD1408.The geoid height was determined by GEOID03.
 RD1408
 RD1408.The dynamic height is computed by dividing the NAVD 88
 RD1408.geopotential number by the normal gravity value computed on the
 RD1408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1408.degrees latitude (g = 980.6199 gals.).
 RD1408
 RD1408.The modeled gravity was interpolated from observed gravity values.
 RD1408
 RD1408;                    North         East    Units  Estimated Accuracy
 RD1408;SPC OR N     -   166,440.    2,226,850.      MT  (+/- 180 meters Scaled)
 RD1408
 RD1408                          SUPERSEDED SURVEY CONTROL
 RD1408
 RD1408.No superseded survey control is available for this station.
 RD1408
 RD1408_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ235958(NAD 83)
 RD1408_MARKER: I = METAL ROD
 RD1408_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RD1408+WITH SETTING: INFORMATION.
 RD1408_SP_SET: SHALLOW-SET METAL ROD
 RD1408_STAMPING: G 713 1987
 RD1408_MARK LOGO: NGS   
 RD1408_PROJECTION: PROJECTING 3 CENTIMETERS
 RD1408_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RD1408_ROD/PIPE-DEPTH: 3.0  meters
 RD1408
 RD1408  HISTORY     - Date     Condition        Report By
 RD1408  HISTORY     - 1987     MONUMENTED       NGS
 RD1408  HISTORY     - 1987     GOOD             USPSQD
 RD1408  HISTORY     - 1988     GOOD             USPSQD
 RD1408
 RD1408                          STATION DESCRIPTION
 RD1408
 RD1408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 RD1408'20.2 KM (12.55 MI) NORTH FROM LINCOLN CITY.
 RD1408'20.2 KM (12.55 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE DELAKE
 RD1408'SCHOOL IN LINCOLN CITY, 0.2 KM (0.10 MI) SOUTHWEST OF THE
 RD1408'INTERSECTION OF GRANDVIEW DRIVE LEADING SOUTHWESTERLY, 21.2 M (69.6
 RD1408'FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 13.3 M (43.6 FT)
 RD1408'NORTH OF MILE MARKER 97, AND 12.1 M (39.7 FT) NORTHEAST OF UTILITY
 RD1408'POLE NUMBER 256700 WITH TWO TRANSFORMERS.  NOTE--ACCESS TO DATUM
 RD1408'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 RD1408'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 RD1408'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 RD1408
 RD1408                          STATION RECOVERY (1987)
 RD1408
 RD1408'RECOVERY NOTE BY US POWER SQUADRON 1987 (ECD)
 RD1408'RECOVERED IN GOOD CONDITION.
 RD1408
 RD1408                          STATION RECOVERY (1988)
 RD1408
 RD1408'RECOVERY NOTE BY US POWER SQUADRON 1988 (KRN)
 RD1408'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1431 ***********************************************************************
 QE1431  DESIGNATION -  G 714
 QE1431  PID         -  QE1431
 QE1431  STATE/COUNTY-  OR/LINCOLN
 QE1431  USGS QUAD   -  DEPOE BAY (1984)
 QE1431
 QE1431                         *CURRENT SURVEY CONTROL
 QE1431  ___________________________________________________________________
 QE1431* NAD 83(1986)-  44 45 19.     (N)    124 03 33.     (W)     SCALED    
 QE1431* NAVD 88     -       116.544  (meters)     382.36   (feet)  ADJUSTED  
 QE1431  ___________________________________________________________________
 QE1431  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 QE1431  DYNAMIC HT  -         116.542 (meters)     382.35  (feet)  COMP
 QE1431  MODELED GRAV-     980,597.1   (mgal)                       NAVD 88
 QE1431
 QE1431  VERT ORDER  -  FIRST     CLASS II
 QE1431
 QE1431.The horizontal coordinates were scaled from a topographic map and have
 QE1431.an estimated accuracy of +/- 6 seconds.
 QE1431
 QE1431.The orthometric height was determined by differential leveling
 QE1431.and adjusted in June 1991.
 QE1431
 QE1431.The geoid height was determined by GEOID03.
 QE1431
 QE1431.The dynamic height is computed by dividing the NAVD 88
 QE1431.geopotential number by the normal gravity value computed on the
 QE1431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1431.degrees latitude (g = 980.6199 gals.).
 QE1431
 QE1431.The modeled gravity was interpolated from observed gravity values.
 QE1431
 QE1431;                    North         East    Units  Estimated Accuracy
 QE1431;SPC OR N     -   127,170.    2,218,290.      MT  (+/- 180 meters Scaled)
 QE1431
 QE1431                          SUPERSEDED SURVEY CONTROL
 QE1431
 QE1431.No superseded survey control is available for this station.
 QE1431
 QE1431_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ161563(NAD 83)
 QE1431_MARKER: DB = BENCH MARK DISK
 QE1431_SETTING: 66 = SET IN ROCK OUTCROP
 QE1431_SP_SET: BEDROCK
 QE1431_STAMPING: G 714 1987
 QE1431_MARK LOGO: NGS   
 QE1431_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QE1431+STABILITY: POSITION/ELEVATION WELL
 QE1431
 QE1431  HISTORY     - Date     Condition        Report By
 QE1431  HISTORY     - 1987     MONUMENTED       NGS
 QE1431
 QE1431                          STATION DESCRIPTION
 QE1431
 QE1431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QE1431'13.8 KM (8.60 MI) NORTH FROM NEWPORT.
 QE1431'13.8 KM (8.60 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM ITS JUNCTION
 QE1431'WITH U.S. HIGHWAY 20 IN NEWPORT, IN A 20 BY 30 FOOT EXPOSED AREA OF
 QE1431'BEDROCK IN A HIGHWAY CUT, ACROSS THE HIGHWAY FROM THE NORTHWEST
 QE1431'ENTRANCE TO THE OTTER CREST VIEWPOINT, 14.0 M (45.9 FT) SOUTHEAST OF
 QE1431'THE NORTHEAST END OF AN 18-INCH CONCRETE CULVERT, AND 10.6 M (34.8
 QE1431'FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 QE1431'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1566 ***********************************************************************
 QE1566  DESIGNATION -  G 715
 QE1566  PID         -  QE1566
 QE1566  STATE/COUNTY-  OR/BENTON
 QE1566  USGS QUAD   -  WREN (1984)
 QE1566
 QE1566                         *CURRENT SURVEY CONTROL
 QE1566  ___________________________________________________________________
 QE1566* NAD 83(1986)-  44 36 40.     (N)    123 28 11.     (W)     SCALED    
 QE1566* NAVD 88     -       228.378  (meters)     749.27   (feet)  ADJUSTED  
 QE1566  ___________________________________________________________________
 QE1566  GEOID HEIGHT-         -22.05  (meters)                     GEOID03
 QE1566  DYNAMIC HT  -         228.367 (meters)     749.23  (feet)  COMP
 QE1566  MODELED GRAV-     980,562.2   (mgal)                       NAVD 88
 QE1566
 QE1566  VERT ORDER  -  FIRST     CLASS II
 QE1566
 QE1566.The horizontal coordinates were scaled from a topographic map and have
 QE1566.an estimated accuracy of +/- 6 seconds.
 QE1566
 QE1566.The orthometric height was determined by differential leveling
 QE1566.and adjusted in June 1991.
 QE1566
 QE1566.The geoid height was determined by GEOID03.
 QE1566
 QE1566.The dynamic height is computed by dividing the NAVD 88
 QE1566.geopotential number by the normal gravity value computed on the
 QE1566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1566.degrees latitude (g = 980.6199 gals.).
 QE1566
 QE1566.The modeled gravity was interpolated from observed gravity values.
 QE1566
 QE1566;                    North         East    Units  Estimated Accuracy
 QE1566;SPC OR N     -   109,280.    2,264,340.      MT  (+/- 180 meters Scaled)
 QE1566
 QE1566                          SUPERSEDED SURVEY CONTROL
 QE1566
 QE1566.No superseded survey control is available for this station.
 QE1566
 QE1566_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ627398(NAD 83)
 QE1566_MARKER: DB = BENCH MARK DISK
 QE1566_SETTING: 66 = SET IN ROCK OUTCROP
 QE1566_SP_SET: BEDROCK
 QE1566_STAMPING: G 715 1987
 QE1566_MARK LOGO: NGS   
 QE1566_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QE1566+STABILITY: POSITION/ELEVATION WELL
 QE1566
 QE1566  HISTORY     - Date     Condition        Report By
 QE1566  HISTORY     - 1987     MONUMENTED       NGS
 QE1566
 QE1566                          STATION DESCRIPTION
 QE1566
 QE1566'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QE1566'22.2 KM (13.80 MI) WEST FROM CORVALLIS.
 QE1566'22.2 KM (13.80 MI) WESTERLY ALONG U.S. HIGHWAY 20 FROM ITS JUNCTION
 QE1566'WITH STATE HIGHWAY 34 IN CORVALLIS, IN TOP OF A 2 BY 3 FOOT EXPOSED
 QE1566'AREA OF BEDROCK AT THE EAST END OF A HIGHWAY CUT, 74.4 M (244.1 FT)
 QE1566'WEST OF THE CENTER OF A GRAVELED ROAD LEADING SOUTHERLY TO A QUARRY,
 QE1566'64.9 M (212.9 FT) WEST OF THE SOUTH END OF A 2 FOOT DIAMETER METAL
 QE1566'CULVERT, AND 15.2 M (49.9 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 QE1566'THE MARK IS 0.4 METERS  SE FROM  A WITNESS POST
 QE1566'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1541 ***********************************************************************
 RD1541  DESIGNATION -  G 718
 RD1541  PID         -  RD1541
 RD1541  STATE/COUNTY-  OR/MULTNOMAH
 RD1541  USGS QUAD   -  PORTLAND (1990)
 RD1541
 RD1541                         *CURRENT SURVEY CONTROL
 RD1541  ___________________________________________________________________
 RD1541* NAD 83(1986)-  45 31 35.     (N)    122 40 53.     (W)     SCALED    
 RD1541* NAVD 88     -        12.236  (meters)      40.14   (feet)  ADJUSTED  
 RD1541  ___________________________________________________________________
 RD1541  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 RD1541  DYNAMIC HT  -          12.237 (meters)      40.15  (feet)  COMP
 RD1541  MODELED GRAV-     980,629.5   (mgal)                       NAVD 88
 RD1541
 RD1541  VERT ORDER  -  FIRST     CLASS II
 RD1541
 RD1541.The horizontal coordinates were scaled from a topographic map and have
 RD1541.an estimated accuracy of +/- 6 seconds.
 RD1541
 RD1541.The orthometric height was determined by differential leveling
 RD1541.and adjusted in June 1991.
 RD1541
 RD1541.The geoid height was determined by GEOID03.
 RD1541
 RD1541.The dynamic height is computed by dividing the NAVD 88
 RD1541.geopotential number by the normal gravity value computed on the
 RD1541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1541.degrees latitude (g = 980.6199 gals.).
 RD1541
 RD1541.The modeled gravity was interpolated from observed gravity values.
 RD1541
 RD1541;                    North         East    Units  Estimated Accuracy
 RD1541;SPC OR N     -   208,960.    2,329,620.      MT  (+/- 180 meters Scaled)
 RD1541
 RD1541                          SUPERSEDED SURVEY CONTROL
 RD1541
 RD1541  NGVD 29 (05/16/90)   11.172  (m)           36.65   (f) ADJUSTED    1 2
 RD1541
 RD1541.Superseded values are not recommended for survey control.
 RD1541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1541.See file dsdata.txt to determine how the superseded data were derived.
 RD1541
 RD1541_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER248414(NAD 83)
 RD1541_MARKER: DB = BENCH MARK DISK
 RD1541_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 RD1541_SP_SET: 3-STORY BUILDING
 RD1541_STAMPING: G 718 1987
 RD1541_MARK LOGO: NGS   
 RD1541_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RD1541+STABILITY: POSITION/ELEVATION WELL
 RD1541_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RD1541+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2008
 RD1541
 RD1541  HISTORY     - Date     Condition        Report By
 RD1541  HISTORY     - 1987     MONUMENTED       NGS
 RD1541  HISTORY     - 20011111 GOOD             INDIV
 RD1541  HISTORY     - 20050806 GOOD             USPSQD
 RD1541  HISTORY     - 20060525 GOOD             USPSQD
 RD1541  HISTORY     - 20080625 GOOD             USACE
 RD1541
 RD1541                          STATION DESCRIPTION
 RD1541
 RD1541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 RD1541'IN PORTLAND.
 RD1541'IN THE NORTHWEST PART OF PORTLAND, AT 509 NORTHWEST 10TH AVENUE, AT
 RD1541'THE INTERSECTION OF 10TH AVENUE AND GLISON STREET, 35.3 M (115.8 FT)
 RD1541'WEST OF THE CENTERLINE OF 10TH AVENUE, 9.1 M (29.9 FT) NORTH OF THE
 RD1541'CENTERLINE OF GLISON STREET, IN TOP AND 0.25 M (0.8 FT) EAST OF THE
 RD1541'WEST END OF THE FIRST STEP OF  THE GLISON STREET SIDE DOOR OF THE
 RD1541'KILHAM OFFICE SUPPLY BUILDING,.  NOTE-- THE STEPS ARE RECESSED IN THE
 RD1541'BUILDING AND OVER THE FOUNDATION.
 RD1541'THE MARK IS ABOVE LEVEL WITH GLISON STREET.
 RD1541
 RD1541                          STATION RECOVERY (2001)
 RD1541
 RD1541'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (NDR)
 RD1541'RECOVERED IN GOOD CONDITION.
 RD1541
 RD1541                          STATION RECOVERY (2005)
 RD1541
 RD1541'RECOVERY NOTE BY US POWER SQUADRON 2005 (SAO)
 RD1541'RECOVERED IN GOOD CONDITION.
 RD1541
 RD1541                          STATION RECOVERY (2006)
 RD1541
 RD1541'RECOVERY NOTE BY US POWER SQUADRON 2006
 RD1541'FOUND AS DESCRIBED WITH THE FOLLOWING UPDATES.  THE STEPS ARE NOW THE
 RD1541'FRONT ENTRANCE TO CITY
 RD1541'LOFTS.  THE ADDRESS OF THE ENTRANCE IS 1011 NW GLISAN.  PLEASE NOTE
 RD1541'THE CORRECT SPELLING OF THE
 RD1541'STREET IS GLISAN NOT GLISON.
 RD1541
 RD1541                          STATION RECOVERY (2008)
 RD1541
 RD1541'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2008 (JAK)
 RD1541'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1925 ***********************************************************************
 RC1925  DESIGNATION -  G 719
 RC1925  PID         -  RC1925
 RC1925  STATE/COUNTY-  OR/HOOD RIVER
 RC1925  USGS QUAD   -  CARSON (1994)
 RC1925
 RC1925                         *CURRENT SURVEY CONTROL
 RC1925  ___________________________________________________________________
 RC1925* NAD 83(1986)-  45 41 48.     (N)    121 48 22.     (W)     SCALED    
 RC1925* NAVD 88     -        54.211  (meters)     177.86   (feet)  ADJUSTED  
 RC1925  ___________________________________________________________________
 RC1925  GEOID HEIGHT-         -21.60  (meters)                     GEOID03
 RC1925  DYNAMIC HT  -          54.209 (meters)     177.85  (feet)  COMP
 RC1925  MODELED GRAV-     980,591.8   (mgal)                       NAVD 88
 RC1925
 RC1925  VERT ORDER  -  FIRST     CLASS II
 RC1925
 RC1925.The horizontal coordinates were scaled from a topographic map and have
 RC1925.an estimated accuracy of +/- 6 seconds.
 RC1925
 RC1925.The orthometric height was determined by differential leveling
 RC1925.and adjusted in June 1991.
 RC1925
 RC1925.The geoid height was determined by GEOID03.
 RC1925
 RC1925.The dynamic height is computed by dividing the NAVD 88
 RC1925.geopotential number by the normal gravity value computed on the
 RC1925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1925.degrees latitude (g = 980.6199 gals.).
 RC1925
 RC1925.The modeled gravity was interpolated from observed gravity values.
 RC1925
 RC1925;                    North         East    Units  Estimated Accuracy
 RC1925;SPC OR N     -   226,400.    2,398,280.      MT  (+/- 180 meters Scaled)
 RC1925
 RC1925                          SUPERSEDED SURVEY CONTROL
 RC1925
 RC1925.No superseded survey control is available for this station.
 RC1925
 RC1925_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER929610(NAD 83)
 RC1925_MARKER: DB = BENCH MARK DISK
 RC1925_SETTING: 66 = SET IN ROCK OUTCROP
 RC1925_SP_SET: ROCK CUT
 RC1925_STAMPING: G 719 1987
 RC1925_MARK LOGO: NGS   
 RC1925_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RC1925+STABILITY: POSITION/ELEVATION WELL
 RC1925_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RC1925+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2006
 RC1925
 RC1925  HISTORY     - Date     Condition        Report By
 RC1925  HISTORY     - 1987     MONUMENTED       NGS
 RC1925  HISTORY     - 1987     GOOD             USPSQD
 RC1925  HISTORY     - 20040816 GOOD             USPSQD
 RC1925  HISTORY     - 20060723 GOOD             USPSQD
 RC1925
 RC1925                          STATION DESCRIPTION
 RC1925
 RC1925'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 RC1925'8.4 KM (5.20 MI) EAST FROM CASCADE LOCKS.
 RC1925'1.9 KM (1.20 MI) EAST ALONG WANAPA STREET (US HIGHWAY 30) FROM THE
 RC1925'POST OFFICE IN CASCADE LOCKS, THENCE 6.4 KM (4.00 MI) EAST ALONG
 RC1925'INTERSTATE HIGHWAY 84, 17.4 M (57.1 FT) SOUTH OF THE HIGHWAY
 RC1925'EASTBOUND CENTERLINE, 9.75 M (32.0 FT) SOUTHEAST OF THE NORTHEAST
 RC1925'CORNER OF A SMALL BLOCK BUILDING.
 RC1925'THE MARK IS 1.0 METERS  W FROM  A WITNESS POST
 RC1925'THE MARK IS 0.4 M ABOVE THE HIGHWAY.
 RC1925
 RC1925                          STATION RECOVERY (1987)
 RC1925
 RC1925'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWE)
 RC1925'RECOVERED IN GOOD CONDITION.
 RC1925
 RC1925                          STATION RECOVERY (2004)
 RC1925
 RC1925'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 RC1925'RECOVERED IN GOOD CONDITION.
 RC1925
 RC1925                          STATION RECOVERY (2006)
 RC1925
 RC1925'RECOVERY NOTE BY US POWER SQUADRON 2006 (DLM)
 RC1925'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0205 ***********************************************************************
 NY0205  DESIGNATION -  G 72
 NY0205  PID         -  NY0205
 NY0205  STATE/COUNTY-  OR/LAKE
 NY0205  USGS QUAD   -  PAISLEY (1980)
 NY0205
 NY0205                         *CURRENT SURVEY CONTROL
 NY0205  ___________________________________________________________________
 NY0205* NAD 83(1986)-  42 41 36.     (N)    120 32 34.     (W)     SCALED    
 NY0205* NAVD 88     -      1331.312  (meters)    4367.81   (feet)  ADJUSTED  
 NY0205  ___________________________________________________________________
 NY0205  GEOID HEIGHT-         -20.70  (meters)                     GEOID03
 NY0205  DYNAMIC HT  -        1330.530 (meters)    4365.25  (feet)  COMP
 NY0205  MODELED GRAV-     979,987.7   (mgal)                       NAVD 88
 NY0205
 NY0205  VERT ORDER  -  SECOND    CLASS 0
 NY0205
 NY0205.The horizontal coordinates were scaled from a topographic map and have
 NY0205.an estimated accuracy of +/- 6 seconds.
 NY0205
 NY0205.The orthometric height was determined by differential leveling
 NY0205.and adjusted in June 1991.
 NY0205
 NY0205.The geoid height was determined by GEOID03.
 NY0205
 NY0205.The dynamic height is computed by dividing the NAVD 88
 NY0205.geopotential number by the normal gravity value computed on the
 NY0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0205.degrees latitude (g = 980.6199 gals.).
 NY0205
 NY0205.The modeled gravity was interpolated from observed gravity values.
 NY0205
 NY0205;                    North         East    Units  Estimated Accuracy
 NY0205;SPC OR S     -   114,050.    1,496,500.      MT  (+/- 180 meters Scaled)
 NY0205
 NY0205                          SUPERSEDED SURVEY CONTROL
 NY0205
 NY0205  NGVD 29 (??/??/92) 1330.115  (m)         4363.89   (f) ADJ UNCH    2 0
 NY0205
 NY0205.Superseded values are not recommended for survey control.
 NY0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0205.See file dsdata.txt to determine how the superseded data were derived.
 NY0205
 NY0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGN012296(NAD 83)
 NY0205_MARKER: DB = BENCH MARK DISK
 NY0205_SETTING: 0 = UNSPECIFIED SETTING
 NY0205_STAMPING: G 72 1931
 NY0205_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NY0205
 NY0205  HISTORY     - Date     Condition        Report By
 NY0205  HISTORY     - 1931     MONUMENTED       CGS
 NY0205  HISTORY     - 1939     MARK NOT FOUND   NGS
 NY0205  HISTORY     - 19860916 MARK NOT FOUND   USPSQD
 NY0205
 NY0205                          STATION DESCRIPTION
 NY0205
 NY0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 NY0205'IN PAISLEY.
 NY0205'AT PAISLEY, LAKE COUNTY, IN THE EAST PART OF TOWN, AT THE WEST
 NY0205'ENTRANCE TO THE PAISLEY PUBLIC SCHOOL, NEAR THE EDGE OF THE CONCRETE
 NY0205'PORCH, IN FRONT OF THE OPENING BETWEEN THE TWO SOUTH PILLARS, AND
 NY0205'ABOUT 3-1/2 FEET HIGHER THAN THE GROUND.  A STANDARD DISK, STAMPED G
 NY0205'72 1931.
 NY0205
 NY0205                          STATION RECOVERY (1939)
 NY0205
 NY0205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939
 NY0205'MARK NOT FOUND.
 NY0205
 NY0205                          STATION RECOVERY (1986)
 NY0205
 NY0205'RECOVERY NOTE BY US POWER SQUADRON 1986 (RCC)
 NY0205'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1950 ***********************************************************************
 RC1950  DESIGNATION -  G 721
 RC1950  PID         -  RC1950
 RC1950  STATE/COUNTY-  OR/SHERMAN
 RC1950  USGS QUAD   -  RUFUS (1971)
 RC1950
 RC1950                         *CURRENT SURVEY CONTROL
 RC1950  ___________________________________________________________________
 RC1950* NAD 83(1986)-  45 37 32.     (N)    120 44 55.     (W)     SCALED    
 RC1950* NAVD 88     -       306.037  (meters)    1004.06   (feet)  ADJUSTED  
 RC1950  ___________________________________________________________________
 RC1950  GEOID HEIGHT-         -21.36  (meters)                     GEOID03
 RC1950  DYNAMIC HT  -         306.023 (meters)    1004.01  (feet)  COMP
 RC1950  MODELED GRAV-     980,560.5   (mgal)                       NAVD 88
 RC1950
 RC1950  VERT ORDER  -  FIRST     CLASS II
 RC1950
 RC1950.The horizontal coordinates were scaled from a topographic map and have
 RC1950.an estimated accuracy of +/- 6 seconds.
 RC1950
 RC1950.The orthometric height was determined by differential leveling
 RC1950.and adjusted in June 1991.
 RC1950
 RC1950.The geoid height was determined by GEOID03.
 RC1950
 RC1950.The dynamic height is computed by dividing the NAVD 88
 RC1950.geopotential number by the normal gravity value computed on the
 RC1950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1950.degrees latitude (g = 980.6199 gals.).
 RC1950
 RC1950.The modeled gravity was interpolated from observed gravity values.
 RC1950
 RC1950;                    North         East    Units  Estimated Accuracy
 RC1950;SPC OR N     -   217,710.    2,480,610.      MT  (+/- 180 meters Scaled)
 RC1950
 RC1950                          SUPERSEDED SURVEY CONTROL
 RC1950
 RC1950.No superseded survey control is available for this station.
 RC1950
 RC1950_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR755549(NAD 83)
 RC1950_MARKER: I = METAL ROD
 RC1950_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RC1950_SP_SET: STAINLESS STEEL ROD
 RC1950_STAMPING: G 721 1987
 RC1950_MARK LOGO: NGS   
 RC1950_PROJECTION: FLUSH
 RC1950_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RC1950_ROD/PIPE-DEPTH: 7.9  meters
 RC1950
 RC1950  HISTORY     - Date     Condition        Report By
 RC1950  HISTORY     - 1987     MONUMENTED       NGS
 RC1950
 RC1950                          STATION DESCRIPTION
 RC1950
 RC1950'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 RC1950'9.2 KM (5.70 MI) SOUTH FROM BIGGS.
 RC1950'9.2 KM (5.70 MI) SOUTH ALONG US HIGHWAY 97 FROM THE UNDERPASS OF THE
 RC1950'UNION PACIFIC RAILROAD IN BIGGS, 9.57 M (31.4 FT) SOUTHWEST OF THE
 RC1950'CENTERLINE OF THE HIGHWAY, 3.13 M (10.3 FT) WEST OF THE EAST POST OF
 RC1950'A GATE, 0.21 M (0.7 FT) NORTHEAST OF A FENCE. NOTE--ACCESS TO DATUM
 RC1950'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 RC1950'THE MARK IS 0.39 METERS  W FROM  A WITNESS POST
 RC1950'THE MARK IS 0.30 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1987 ***********************************************************************
 RC1987  DESIGNATION -  G 722
 RC1987  PID         -  RC1987
 RC1987  STATE/COUNTY-  OR/SHERMAN
 RC1987  USGS QUAD   -  ROSEBUSH (1970)
 RC1987
 RC1987                         *CURRENT SURVEY CONTROL
 RC1987  ___________________________________________________________________
 RC1987* NAD 83(1986)-  45 17 14.     (N)    120 44 50.     (W)     SCALED    
 RC1987* NAVD 88     -       755.589  (meters)    2478.96   (feet)  ADJUSTED  
 RC1987  ___________________________________________________________________
 RC1987  GEOID HEIGHT-         -20.94  (meters)                     GEOID03
 RC1987  DYNAMIC HT  -         755.464 (meters)    2478.55  (feet)  COMP
 RC1987  MODELED GRAV-     980,424.9   (mgal)                       NAVD 88
 RC1987
 RC1987  VERT ORDER  -  FIRST     CLASS II
 RC1987
 RC1987.The horizontal coordinates were scaled from a topographic map and have
 RC1987.an estimated accuracy of +/- 6 seconds.
 RC1987
 RC1987.The orthometric height was determined by differential leveling
 RC1987.and adjusted in June 1991.
 RC1987
 RC1987.The geoid height was determined by GEOID03.
 RC1987
 RC1987.The dynamic height is computed by dividing the NAVD 88
 RC1987.geopotential number by the normal gravity value computed on the
 RC1987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1987.degrees latitude (g = 980.6199 gals.).
 RC1987
 RC1987.The modeled gravity was interpolated from observed gravity values.
 RC1987
 RC1987;                    North         East    Units  Estimated Accuracy
 RC1987;SPC OR N     -   180,110.    2,480,610.      MT  (+/- 180 meters Scaled)
 RC1987
 RC1987                          SUPERSEDED SURVEY CONTROL
 RC1987
 RC1987.No superseded survey control is available for this station.
 RC1987
 RC1987_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR766173(NAD 83)
 RC1987_MARKER: I = METAL ROD
 RC1987_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RC1987+WITH SETTING: INFORMATION.
 RC1987_SP_SET: SHALLOW-SET METAL ROD
 RC1987_STAMPING: G 722 1987
 RC1987_MARK LOGO: NGS   
 RC1987_PROJECTION: FLUSH
 RC1987_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RC1987_ROD/PIPE-DEPTH: 0.91 meters
 RC1987
 RC1987  HISTORY     - Date     Condition        Report By
 RC1987  HISTORY     - 1987     MONUMENTED       NGS
 RC1987
 RC1987                          STATION DESCRIPTION
 RC1987
 RC1987'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 RC1987'9.0 KM (5.60 MI) SOUTH FROM GRASS VALLEY.
 RC1987'9.0 KM (5.60 MI) SOUTH ALONG US HIGHWAY 97 FROM THE POST OFFICE IN
 RC1987'GRASS VALLEY, 14.63 M (48.0 FT) EAST OF THE HIGHWAY CENTERLINE, 0.82
 RC1987'M (2.7 FT) WEST OF A FENCE.  ROD DRIVEN TO ABRUPT REFUSAL AND
 RC1987'ANCHORED.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 RC1987'CAP.
 RC1987'THE MARK IS 0.30 METERS  N FROM  A WITNESS POST
 RC1987'THE MARK IS 0.30 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1480 ***********************************************************************
 RD1480  DESIGNATION -  G 723
 RD1480  PID         -  RD1480
 RD1480  STATE/COUNTY-  OR/MULTNOMAH
 RD1480  USGS QUAD   -  PORTLAND (1990)
 RD1480
 RD1480                         *CURRENT SURVEY CONTROL
 RD1480  ___________________________________________________________________
 RD1480* NAD 83(1986)-  45 30 29.     (N)    122 39 42.     (W)     SCALED    
 RD1480* NAVD 88     -        19.849  (meters)      65.12   (feet)  ADJUSTED  
 RD1480  ___________________________________________________________________
 RD1480  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 RD1480  DYNAMIC HT  -          19.849 (meters)      65.12  (feet)  COMP
 RD1480  MODELED GRAV-     980,627.9   (mgal)                       NAVD 88
 RD1480
 RD1480  VERT ORDER  -  FIRST     CLASS II
 RD1480
 RD1480.The horizontal coordinates were scaled from a topographic map and have
 RD1480.an estimated accuracy of +/- 6 seconds.
 RD1480
 RD1480.The orthometric height was determined by differential leveling
 RD1480.and adjusted in June 1991.
 RD1480
 RD1480.The geoid height was determined by GEOID03.
 RD1480
 RD1480.The dynamic height is computed by dividing the NAVD 88
 RD1480.geopotential number by the normal gravity value computed on the
 RD1480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1480.degrees latitude (g = 980.6199 gals.).
 RD1480
 RD1480.The modeled gravity was interpolated from observed gravity values.
 RD1480
 RD1480;                    North         East    Units  Estimated Accuracy
 RD1480;SPC OR N     -   206,880.    2,331,110.      MT  (+/- 180 meters Scaled)
 RD1480
 RD1480                          SUPERSEDED SURVEY CONTROL
 RD1480
 RD1480.No superseded survey control is available for this station.
 RD1480
 RD1480_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER264394(NAD 83)
 RD1480_MARKER: DB = BENCH MARK DISK
 RD1480_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RD1480_SP_SET: PIER
 RD1480_STAMPING: G 723 1987
 RD1480_MARK LOGO: NGS   
 RD1480_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RD1480_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RD1480+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2006
 RD1480
 RD1480  HISTORY     - Date     Condition        Report By
 RD1480  HISTORY     - 1987     MONUMENTED       NGS
 RD1480  HISTORY     - 20040329 GOOD             USPSQD
 RD1480  HISTORY     - 20050804 GOOD             USPSQD
 RD1480  HISTORY     - 20060924 GOOD             USPSQD
 RD1480
 RD1480                          STATION DESCRIPTION
 RD1480
 RD1480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 RD1480'IN PORTLAND.
 RD1480'IN PORTLAND, AT THE INTERSECTION OF SOUTHEAST 3RD AVENUE AND SOUTHEAST
 RD1480'UNION AVENUE, SET VERTICALLY IN THE WEST FACE OF THE MOST WESTERLY
 RD1480'ONE OF SEVEN COLUMNS OF THE THIRD PIER SOUTH OF THE NORTH ABUTMENT OF
 RD1480'THE SOUTHBOUND UNION AVENUE BRIDGE, 17.7 M (58.1 FT) NORTHEAST OF THE
 RD1480'CENTERLINE OF SOUTHEAST 3RD AVENUE, AND 10.4 M (34.1 FT) EAST OF THE
 RD1480'CENTER OF THE SOUTHBOUND LANES OF SOUTHEAST UNION AVENUE.
 RD1480'THE MARK IS 1.4 M ABOVE THE GROUND.
 RD1480
 RD1480                          STATION RECOVERY (2004)
 RD1480
 RD1480'RECOVERY NOTE BY US POWER SQUADRON 2004 (RHC)
 RD1480'UNION AVENUE IS NOW CALLED MARTIN LUTHER KING BLVD.
 RD1480'  THE STATION SHOULD BE APPROACHED BY TRAVELING SOUTH ON 3RD AVE. TO
 RD1480'WHERE IT BENDS AND GOES UNDER MLK BLVD, THIS IS WHERE THE STATION IS
 RD1480'LOCATED.
 RD1480
 RD1480                          STATION RECOVERY (2005)
 RD1480
 RD1480'RECOVERY NOTE BY US POWER SQUADRON 2005 (RHC)
 RD1480'RECOVERED IN GOOD CONDITION.
 RD1480
 RD1480                          STATION RECOVERY (2006)
 RD1480
 RD1480'RECOVERY NOTE BY US POWER SQUADRON 2006 (REC)
 RD1480'TRAVELING SOUTH, SE 3RD AVE RUNS PARALLEL TO MLK BLVD ONE BLOCK TO THE
 RD1480'WEST, UNTIL IT TURNS SOUTH-EASTERLY AND CROSSES UNDER MLK BLVD JUST
 RD1480'NORTH OF SE LINCOLN ST. STATION IS 110 FEET NW OF PGE POLE NO 110 AT
 RD1480'THE NE CORNER OF THE INTERSECTION OF SW 3RD AND SE LINCOLN ST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1509 ***********************************************************************
 RD1509  DESIGNATION -  G 724
 RD1509  PID         -  RD1509
 RD1509  STATE/COUNTY-  OR/CLACKAMAS
 RD1509  USGS QUAD   -  YODER (1985)
 RD1509
 RD1509                         *CURRENT SURVEY CONTROL
 RD1509  ___________________________________________________________________
 RD1509* NAD 83(1986)-  45 14 47.     (N)    122 43 42.     (W)     SCALED    
 RD1509* NAVD 88     -        30.810  (meters)     101.08   (feet)  ADJUSTED  
 RD1509  ___________________________________________________________________
 RD1509  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 RD1509  DYNAMIC HT  -          30.809 (meters)     101.08  (feet)  COMP
 RD1509  MODELED GRAV-     980,588.3   (mgal)                       NAVD 88
 RD1509
 RD1509  VERT ORDER  -  FIRST     CLASS II
 RD1509
 RD1509.The horizontal coordinates were scaled from a topographic map and have
 RD1509.an estimated accuracy of +/- 6 seconds.
 RD1509
 RD1509.The orthometric height was determined by differential leveling
 RD1509.and adjusted in June 1991.
 RD1509
 RD1509.The geoid height was determined by GEOID03.
 RD1509
 RD1509.The dynamic height is computed by dividing the NAVD 88
 RD1509.geopotential number by the normal gravity value computed on the
 RD1509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1509.degrees latitude (g = 980.6199 gals.).
 RD1509
 RD1509.The modeled gravity was interpolated from observed gravity values.
 RD1509
 RD1509;                    North         East    Units  Estimated Accuracy
 RD1509;SPC OR N     -   177,950.    2,325,100.      MT  (+/- 180 meters Scaled)
 RD1509
 RD1509                          SUPERSEDED SURVEY CONTROL
 RD1509
 RD1509.No superseded survey control is available for this station.
 RD1509
 RD1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER213103(NAD 83)
 RD1509_MARKER: I = METAL ROD
 RD1509_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RD1509_SP_SET: STAINLESS STEEL ROD
 RD1509_STAMPING: G 724 1987
 RD1509_MARK LOGO: NGS   
 RD1509_PROJECTION: FLUSH
 RD1509_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RD1509+STABILITY: POSITION/ELEVATION WELL
 RD1509_ROD/PIPE-DEPTH: 10.1 meters
 RD1509
 RD1509  HISTORY     - Date     Condition        Report By
 RD1509  HISTORY     - 1987     MONUMENTED       NGS
 RD1509  HISTORY     - 20070317 GOOD             USPSQD
 RD1509
 RD1509                          STATION DESCRIPTION
 RD1509
 RD1509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 RD1509'14.9 KM (9.25 MI) NE FROM WOODBURN.
 RD1509'14.9 KM (9.25 MI) NORTHEASTERLY ALONG STATE HIGHWAY 99E FROM ITS
 RD1509'JUNCTION WITH LINCOLN STREET IN WOODBURN, 36.1 M (118.4 FT) NORTHWEST
 RD1509'OF THE CENTERLINE OF THE SOUTHWESTBOUND LANES OF THE HIGHWAY, 33.5 M
 RD1509'(109.9 FT) SOUTHWEST OF THE CENTER OF A RAILROAD CROSSING, 21.6 M
 RD1509'(70.9 FT) SOUTH OF THE SOUTHEAST CORNER OF A HOUSE, 14.9 M (48.9 FT)
 RD1509'NORTHWEST OF THE NEAR RAIL OF THE SOUTHERN PACIFIC RAILROAD, AND 1.1
 RD1509'M (3.6 FT) SOUTHWEST OF A UTILITY POLE WITH FOUR GUY WIRES.
 RD1509'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 RD1509'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 RD1509'THE MARK IS 1.3 M BELOW THE RAILS.
 RD1509
 RD1509                          STATION RECOVERY (2007)
 RD1509
 RD1509'RECOVERY NOTE BY US POWER SQUADRON 2007 (RR)
 RD1509'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1450 ***********************************************************************
 QE1450  DESIGNATION -  G 725
 QE1450  PID         -  QE1450
 QE1450  STATE/COUNTY-  OR/MARION
 QE1450  USGS QUAD   -  SALEM EAST (1986)
 QE1450
 QE1450                         *CURRENT SURVEY CONTROL
 QE1450  ___________________________________________________________________
 QE1450* NAD 83(1986)-  44 55 53.     (N)    122 58 58.     (W)     SCALED    
 QE1450* NAVD 88     -        66.060  (meters)     216.73   (feet)  ADJUSTED  
 QE1450  ___________________________________________________________________
 QE1450  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 QE1450  DYNAMIC HT  -          66.057 (meters)     216.72  (feet)  COMP
 QE1450  MODELED GRAV-     980,571.0   (mgal)                       NAVD 88
 QE1450
 QE1450  VERT ORDER  -  FIRST     CLASS II
 QE1450
 QE1450.The horizontal coordinates were scaled from a topographic map and have
 QE1450.an estimated accuracy of +/- 6 seconds.
 QE1450
 QE1450.The orthometric height was determined by differential leveling
 QE1450.and adjusted in June 1991.
 QE1450
 QE1450.The geoid height was determined by GEOID03.
 QE1450
 QE1450.The dynamic height is computed by dividing the NAVD 88
 QE1450.geopotential number by the normal gravity value computed on the
 QE1450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1450.degrees latitude (g = 980.6199 gals.).
 QE1450
 QE1450.The modeled gravity was interpolated from observed gravity values.
 QE1450
 QE1450;                    North         East    Units  Estimated Accuracy
 QE1450;SPC OR N     -   143,550.    2,304,060.      MT  (+/- 180 meters Scaled)
 QE1450
 QE1450                          SUPERSEDED SURVEY CONTROL
 QE1450
 QE1450.No superseded survey control is available for this station.
 QE1450
 QE1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ013753(NAD 83)
 QE1450_MARKER: I = METAL ROD
 QE1450_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QE1450_SP_SET: STAINLESS STEEL ROD
 QE1450_STAMPING: G 725 1987
 QE1450_MARK LOGO: NGS   
 QE1450_PROJECTION: FLUSH
 QE1450_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE1450_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QE1450+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2006
 QE1450_ROD/PIPE-DEPTH: 9.1  meters
 QE1450
 QE1450  HISTORY     - Date     Condition        Report By
 QE1450  HISTORY     - 1987     MONUMENTED       NGS
 QE1450  HISTORY     - 20011103 GOOD             USPSQD
 QE1450  HISTORY     - 20060218 GOOD             USPSQD
 QE1450
 QE1450                          STATION DESCRIPTION
 QE1450
 QE1450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QE1450'IN SALEM.
 QE1450'IN SALEM, AT THE INTERSECTION OF LANCASTER DRIVE AND THE SOUTHERN
 QE1450'PACIFIC RAILROAD, 10.9 M (35.8 FT) EAST OF THE CENTERLINE OF THE
 QE1450'NORTHBOUND LANES OF THE DRIVE, 8.1 M (26.6 FT) SOUTH OF THE NEAR
 QE1450'RAIL, 6.5 M (21.3 FT) SOUTHEAST OF A RAILROAD SIGN, 1.8 M (5.9 FT)
 QE1450'EAST-NORTHEAST OF A CHAIN LINK FENCE, AND 0.6 M (2.0 FT) NORTH OF A
 QE1450'FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QE1450'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 QE1450'THE MARK IS ABOVE LEVEL WITH THE DRIVE.
 QE1450
 QE1450                          STATION RECOVERY (2001)
 QE1450
 QE1450'RECOVERY NOTE BY US POWER SQUADRON 2001 (JW)
 QE1450'RECOVERED IN GOOD CONDITION. DESCRIPTION HAS CHANGED DUE TO REMOVAL OF
 QE1450'RAILROAD AND FENCES.  NEW DESCRIPTION - IN SALEM, AT THE INTERSECTION
 QE1450'OF LANCASTER DRIVE AND AMBER ST EAST OF THE CENTERLINE OF THE FENCE.
 QE1450'ACCESS TO STATION IS THROUGH A 10-INCH CAP IN PAVED DRIVEWAY FOR
 QE1450'STORAGE UNITS AT 280 LANCASTER DRIVE NE.
 QE1450
 QE1450                          STATION RECOVERY (2006)
 QE1450
 QE1450'RECOVERY NOTE BY US POWER SQUADRON 2006 (RJH)
 QE1450'REFERENCED DRIVEWAY IS FOR BUDWISER DISTRIBUTION FACILITY, SOUTHERN OF
 QE1450'TWO. LOGO CAP IS 22.5 FEET NE OF POWER POLE ON SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1528 ***********************************************************************
 QE1528  DESIGNATION -  G 726
 QE1528  PID         -  QE1528
 QE1528  STATE/COUNTY-  OR/LINCOLN
 QE1528  USGS QUAD   -  NEWPORT NORTH (1984)
 QE1528
 QE1528                         *CURRENT SURVEY CONTROL
 QE1528  ___________________________________________________________________
 QE1528* NAD 83(1986)-  44 37 52.     (N)    124 00 22.     (W)     SCALED    
 QE1528* NAVD 88     -        76.632  (meters)     251.42   (feet)  ADJUSTED  
 QE1528  ___________________________________________________________________
 QE1528  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 QE1528  DYNAMIC HT  -          76.630 (meters)     251.41  (feet)  COMP
 QE1528  MODELED GRAV-     980,583.0   (mgal)                       NAVD 88
 QE1528
 QE1528  VERT ORDER  -  FIRST     CLASS II
 QE1528
 QE1528.The horizontal coordinates were scaled from a topographic map and have
 QE1528.an estimated accuracy of +/- 6 seconds.
 QE1528
 QE1528.The orthometric height was determined by differential leveling
 QE1528.and adjusted in June 1991.
 QE1528
 QE1528.The geoid height was determined by GEOID03.
 QE1528
 QE1528.The dynamic height is computed by dividing the NAVD 88
 QE1528.geopotential number by the normal gravity value computed on the
 QE1528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1528.degrees latitude (g = 980.6199 gals.).
 QE1528
 QE1528.The modeled gravity was interpolated from observed gravity values.
 QE1528
 QE1528;                    North         East    Units  Estimated Accuracy
 QE1528;SPC OR N     -   113,210.    2,221,890.      MT  (+/- 180 meters Scaled)
 QE1528
 QE1528                          SUPERSEDED SURVEY CONTROL
 QE1528
 QE1528.No superseded survey control is available for this station.
 QE1528
 QE1528_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ201424(NAD 83)
 QE1528_MARKER: I = METAL ROD
 QE1528_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QE1528_SP_SET: STAINLESS STEEL ROD
 QE1528_STAMPING: G 726 1987
 QE1528_MARK LOGO: NGS   
 QE1528_PROJECTION: FLUSH
 QE1528_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE1528_ROD/PIPE-DEPTH: 6.4  meters
 QE1528
 QE1528  HISTORY     - Date     Condition        Report By
 QE1528  HISTORY     - 1987     MONUMENTED       NGS
 QE1528  HISTORY     - 1987     GOOD             USPSQD
 QE1528
 QE1528                          STATION DESCRIPTION
 QE1528
 QE1528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QE1528'3.9 KM (2.40 MI) EAST FROM NEWPORT.
 QE1528'3.9 KM (2.40 MI) EASTERLY ALONG U.S. HIGHWAY 20 FROM ITS JUNCTION WITH
 QE1528'U.S. HIGHWAY 101 IN NEWPORT, 12.2 M (40.0 FT) SOUTHWEST OF THE CENTER
 QE1528'OF THE HIGHWAY, AND 9.1 M (29.9 FT) SOUTHEAST OF THE CENTER OF JOHN
 QE1528'NYE ROAD. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 QE1528'CAP.
 QE1528'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 QE1528'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 QE1528
 QE1528                          STATION RECOVERY (1987)
 QE1528
 QE1528'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWE)
 QE1528'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1548 ***********************************************************************
 QE1548  DESIGNATION -  G 727
 QE1548  PID         -  QE1548
 QE1548  STATE/COUNTY-  OR/LINCOLN
 QE1548  USGS QUAD   -  EDDYVILLE (1984)
 QE1548
 QE1548                         *CURRENT SURVEY CONTROL
 QE1548  ___________________________________________________________________
 QE1548* NAD 83(1986)-  44 39 34.     (N)    123 47 37.     (W)     SCALED    
 QE1548* NAVD 88     -        27.649  (meters)      90.71   (feet)  ADJUSTED  
 QE1548  ___________________________________________________________________
 QE1548  GEOID HEIGHT-         -22.41  (meters)                     GEOID03
 QE1548  DYNAMIC HT  -          27.649 (meters)      90.71  (feet)  COMP
 QE1548  MODELED GRAV-     980,614.4   (mgal)                       NAVD 88
 QE1548
 QE1548  VERT ORDER  -  FIRST     CLASS II
 QE1548
 QE1548.The horizontal coordinates were scaled from a topographic map and have
 QE1548.an estimated accuracy of +/- 6 seconds.
 QE1548
 QE1548.The orthometric height was determined by differential leveling
 QE1548.and adjusted in June 1991.
 QE1548
 QE1548.The geoid height was determined by GEOID03.
 QE1548
 QE1548.The dynamic height is computed by dividing the NAVD 88
 QE1548.geopotential number by the normal gravity value computed on the
 QE1548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1548.degrees latitude (g = 980.6199 gals.).
 QE1548
 QE1548.The modeled gravity was interpolated from observed gravity values.
 QE1548
 QE1548;                    North         East    Units  Estimated Accuracy
 QE1548;SPC OR N     -   115,640.    2,238,870.      MT  (+/- 180 meters Scaled)
 QE1548
 QE1548                          SUPERSEDED SURVEY CONTROL
 QE1548
 QE1548.No superseded survey control is available for this station.
 QE1548
 QE1548_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ370454(NAD 83)
 QE1548_MARKER: DB = BENCH MARK DISK
 QE1548_SETTING: 66 = SET IN ROCK OUTCROP
 QE1548_SP_SET: BEDROCK
 QE1548_STAMPING: G 727 1987
 QE1548_MARK LOGO: NGS   
 QE1548_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QE1548+STABILITY: POSITION/ELEVATION WELL
 QE1548
 QE1548  HISTORY     - Date     Condition        Report By
 QE1548  HISTORY     - 1987     MONUMENTED       NGS
 QE1548  HISTORY     - 1987     GOOD             USPSQD
 QE1548
 QE1548                          STATION DESCRIPTION
 QE1548
 QE1548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QE1548'30.5 KM (18.95 MI) EAST FROM NEWPORT.
 QE1548'30.5 KM (18.95 MI) EASTERLY ALONG U.S. HIGHWAY 20 FROM ITS JUNCTION
 QE1548'WITH U.S. HIGHWAY 101 IN NEWPORT, SET IN AN EXPOSED AREA OF BEDROCK
 QE1548'IN A HIGHWAY CUT, 0.6 KM (0.35 MI) SOUTHEAST OF HAYES CREEK ROAD,
 QE1548'60.0 M (196.8 FT) NORTH OF AND ACROSS THE HIGHWAY FROM THE SOUTHEAST
 QE1548'END OF A GUARDRAIL, 24.1 M (79.1 FT) NORTHWEST OF THE SOUTHEAST END
 QE1548'OF THE MAIN FORMATION OF THE ROCK OUTCROP, AND 6.0 M (19.7 FT)
 QE1548'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 QE1548'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 QE1548'THE MARK IS 0.8 M ABOVE THE HIGHWAY.
 QE1548
 QE1548                          STATION RECOVERY (1987)
 QE1548
 QE1548'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWE)
 QE1548'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1488 ***********************************************************************
 QE1488  CBN         -  This is a Cooperative Base Network Control Station.
 QE1488  DESIGNATION -  G 728
 QE1488  PID         -  QE1488
 QE1488  STATE/COUNTY-  OR/LINN
 QE1488  USGS QUAD   -  HALSEY (1969)
 QE1488
 QE1488                         *CURRENT SURVEY CONTROL
 QE1488  ___________________________________________________________________
 QE1488* NAD 83(2007)-  44 24 26.00311(N)    123 06 35.23815(W)     ADJUSTED  
 QE1488* NAVD 88     -        84.421  (meters)     276.97   (feet)  ADJUSTED  
 QE1488  ___________________________________________________________________
 QE1488  EPOCH DATE  -        2007.00
 QE1488  X           -  -2,493,047.251 (meters)                     COMP
 QE1488  Y           -  -3,822,898.994 (meters)                     COMP
 QE1488  Z           -   4,440,572.017 (meters)                     COMP
 QE1488  LAPLACE CORR-          -3.19  (seconds)                    DEFLEC99
 QE1488  ELLIP HEIGHT-          61.323 (meters)          (02/10/07) ADJUSTED
 QE1488  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 QE1488  DYNAMIC HT  -          84.413 (meters)     276.94  (feet)  COMP
 QE1488
 QE1488  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 QE1488  Type    PID    Designation                      North   East  Ellip
 QE1488  -------------------------------------------------------------------
 QE1488  NETWORK QE1488 G 728                             0.55   0.45   1.23
 QE1488  -------------------------------------------------------------------
 QE1488  MODELED GRAV-     980,527.4   (mgal)                       NAVD 88
 QE1488
 QE1488  VERT ORDER  -  FIRST     CLASS II
 QE1488
 QE1488.The horizontal coordinates were established by GPS observations
 QE1488.and adjusted by the National Geodetic Survey in February 2007.
 QE1488
 QE1488.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 QE1488.See www.ngs.noaa.gov/NationalReadjustment for more information.
 QE1488.The horizontal coordinates are valid at the epoch date displayed above.
 QE1488.The epoch date for horizontal control is a decimal equivalence
 QE1488.of Year/Month/Day.
 QE1488
 QE1488.The orthometric height was determined by differential leveling
 QE1488.and adjusted in June 1991.
 QE1488
 QE1488.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QE1488
 QE1488.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE1488
 QE1488.The ellipsoidal height was determined by GPS observations
 QE1488.and is referenced to NAD 83.
 QE1488
 QE1488.The geoid height was determined by GEOID03.
 QE1488
 QE1488.The dynamic height is computed by dividing the NAVD 88
 QE1488.geopotential number by the normal gravity value computed on the
 QE1488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1488.degrees latitude (g = 980.6199 gals.).
 QE1488
 QE1488.The modeled gravity was interpolated from observed gravity values.
 QE1488
 QE1488;                    North         East     Units Scale Factor Converg.
 QE1488;SPC OR N     -    85,650.489 2,292,155.654   MT  0.99998221   -1 51 03.0
 QE1488;SPC OR N     -   281,005.54  7,520,195.72   iFT  0.99998221   -1 51 03.0
 QE1488;UTM  10      - 4,917,109.691   491,258.242   MT  0.99960094   -0 04 36.6
 QE1488
 QE1488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE1488!SPC OR N     -   0.99999038  x   0.99998221  =   0.99997259
 QE1488!UTM  10      -   0.99999038  x   0.99960094  =   0.99959133
 QE1488
 QE1488                          SUPERSEDED SURVEY CONTROL
 QE1488
 QE1488  NAD 83(1998)-  44 24 26.00071(N)    123 06 35.23979(W) AD(       ) A
 QE1488  ELLIP H (04/24/00)   61.330  (m)                       GP(       ) 3 1
 QE1488  NAD 83(1991)-  44 24 25.99871(N)    123 06 35.23908(W) AD(       ) B
 QE1488  ELLIP H (10/13/99)   61.462  (m)                       GP(       ) 3 1
 QE1488  NAVD 88 (10/13/99)   84.42   (m)          277.0    (f) LEVELING    3  
 QE1488
 QE1488.Superseded values are not recommended for survey control.
 QE1488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1488.See file dsdata.txt to determine how the superseded data were derived.
 QE1488
 QE1488_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ9125817110(NAD 83)
 QE1488_MARKER: I = METAL ROD
 QE1488_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QE1488_SP_SET: STAINLESS STEEL ROD
 QE1488_STAMPING: G 728 1987
 QE1488_MARK LOGO: NGS   
 QE1488_PROJECTION: FLUSH
 QE1488_MAGNETIC: N = NO MAGNETIC MATERIAL
 QE1488_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE1488_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QE1488+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2006
 QE1488_ROD/PIPE-DEPTH: 6.4  meters
 QE1488
 QE1488  HISTORY     - Date     Condition        Report By
 QE1488  HISTORY     - 1987     MONUMENTED       NGS
 QE1488  HISTORY     - 19980619 GOOD             OR-043
 QE1488  HISTORY     - 20000404 GOOD             OR-003
 QE1488  HISTORY     - 20060527 GOOD             USPSQD
 QE1488
 QE1488                          STATION DESCRIPTION
 QE1488
 QE1488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QE1488'25.5 KM (15.85 MI) SOUTH FROM ALBANY.
 QE1488'25.5 KM (15.85 MI) SOUTHERLY ALONG STATE HIGHWAY 99E FROM THE SOUTHERN
 QE1488'PACIFIC RAILROAD STATION IN ALBANY, 48.2 M (158.1 FT) EAST OF THE
 QE1488'CENTERLINE OF THE HIGHWAY, AND 5.7 M (18.7 FT) NORTH OF THE CENTER OF
 QE1488'A GRAVELED FIELD ROAD LEADING EAST. NOTE--ACCESS TO DATUM POINT IS
 QE1488'HAD THROUGH A 5-INCH LOGO CAP.
 QE1488'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 QE1488'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 QE1488
 QE1488                          STATION RECOVERY (1998)
 QE1488
 QE1488'RECOVERY NOTE BY LINN COUNTY OREGON 1998 (RNL)
 QE1488'THE STATION IS LOCATED ABOUT 25.5 KM (15.85 MI) SOUTH OF ALBANY, 1.9
 QE1488'KM (1.20 MI) NORTH OF HALSEY, JUST EAST OF STATE HIGHWAY 99E, ON THE
 QE1488'NORTH SIDE OF A SMALL GRAVEL LANE BETWEEN CULTIVATED FIELDS.
 QE1488'OWNERSHIP--ROBERT MACPHERSON, PHONE 541-753-4909 OR 541-753-8052.  TO
 QE1488'REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 5 AND STATE
 QE1488'HIGHWAY 228 (EXIT 216 FOR HALSEY AND BROWNSVILLE) GO WEST ON HIGHWAY
 QE1488'228 TO THE JUNCTION OF STATE HIGHWAY 99E IN HALSEY.  TURN RIGHT,
 QE1488'NORTH, ON HIGHWAY 99E FOR 1.9 KM (1.20 MI) TO THE SMALL GRAVEL LANE
 QE1488'LEADING EAST ON THE RIGHT.  TURN RIGHT, EAST, ON GRAVEL ROAD FOR 48 M
 QE1488'(157.5 FT) TO THE STATION ON THE LEFT.  THE STATION IS THE TOP CENTER
 QE1488'OF A STAINLESS STEEL ROD DRIVEN TO REFUSAL ENCASED IN A 13 CM DIAMETER
 QE1488'PVC PIPE WITH STANDARD NGS LOGO CAP SURROUNDED BY CONCRETE FLUSH WITH
 QE1488'THE GROUND.  IT IS 48.2 M (158.1 FT) EAST FROM THE CENTER OF THE
 QE1488'HIGHWAY, 5.7 M (18.7 FT) NORTH FROM THE CENTER OF THE GRAVEL LANE, AND
 QE1488'0.3 M (1.0 FT) SOUTH FROM A WITNESS POST AT THE FENCE.
 QE1488
 QE1488                          STATION RECOVERY (2000)
 QE1488
 QE1488'RECOVERY NOTE BY BENTON COUNTY OREGON 2000 (REW)
 QE1488'RECOVERED AS DESCRIBED.
 QE1488
 QE1488                          STATION RECOVERY (2006)
 QE1488
 QE1488'RECOVERY NOTE BY US POWER SQUADRON 2006
 QE1488'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1402 ***********************************************************************
 QD1402  DESIGNATION -  G 729
 QD1402  PID         -  QD1402
 QD1402  STATE/COUNTY-  OR/WASCO
 QD1402  USGS QUAD   -  ARRASTRA BUTTE (1987)
 QD1402
 QD1402                         *CURRENT SURVEY CONTROL
 QD1402  ___________________________________________________________________
 QD1402* NAD 83(1986)-  44 51 25.     (N)    120 34 36.     (W)     SCALED    
 QD1402* NAVD 88     -       957.271  (meters)    3140.65   (feet)  ADJUSTED  
 QD1402  ___________________________________________________________________
 QD1402  GEOID HEIGHT-         -20.45  (meters)                     GEOID03
 QD1402  DYNAMIC HT  -         957.026 (meters)    3139.84  (feet)  COMP
 QD1402  MODELED GRAV-     980,328.0   (mgal)                       NAVD 88
 QD1402
 QD1402  VERT ORDER  -  FIRST     CLASS II
 QD1402
 QD1402.The horizontal coordinates were scaled from a topographic map and have
 QD1402.an estimated accuracy of +/- 6 seconds.
 QD1402
 QD1402.The orthometric height was determined by differential leveling
 QD1402.and adjusted in June 1991.
 QD1402
 QD1402.The geoid height was determined by GEOID03.
 QD1402
 QD1402.The dynamic height is computed by dividing the NAVD 88
 QD1402.geopotential number by the normal gravity value computed on the
 QD1402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1402.degrees latitude (g = 980.6199 gals.).
 QD1402
 QD1402.The modeled gravity was interpolated from observed gravity values.
 QD1402
 QD1402;                    North         East    Units  Estimated Accuracy
 QD1402;SPC OR N     -   132,270.    2,493,940.      MT  (+/- 180 meters Scaled)
 QD1402
 QD1402                          SUPERSEDED SURVEY CONTROL
 QD1402
 QD1402.No superseded survey control is available for this station.
 QD1402
 QD1402_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ914699(NAD 83)
 QD1402_MARKER: I = METAL ROD
 QD1402_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QD1402+WITH SETTING: INFORMATION.
 QD1402_SP_SET: SHALLOW-SET METAL ROD
 QD1402_STAMPING: G 729 1987
 QD1402_MARK LOGO: NGS   
 QD1402_PROJECTION: FLUSH
 QD1402_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QD1402_ROD/PIPE-DEPTH: 1.37 meters
 QD1402
 QD1402  HISTORY     - Date     Condition        Report By
 QD1402  HISTORY     - 1987     MONUMENTED       NGS
 QD1402
 QD1402                          STATION DESCRIPTION
 QD1402
 QD1402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QD1402'17.3 KM (10.75 MI) SE FROM ANTELOPE.
 QD1402'6.0 KM (3.75 MI) EAST ALONG STATE HIGHWAY 218 FROM THE POST OFFICE IN
 QD1402'ANTELOPE, THENCE 4.6 KM (2.85 MI) SOUTH ALONG COLD CAMP ROAD, THENCE
 QD1402'6.9 KM (4.30 MI) SOUTHEAST ALONG MUDDY ROAD, 5.8 M (19.0 FT) WEST OF
 QD1402'A JUNIPER TREE WITH 7 TRUNKS, 10.5 M (34.4 FT) SOUTH OF THE CENTER OF
 QD1402'THE ROAD.  ROD DRIVEN TO ABRUPT REFUSAL AND ANCHORED. NOTE--ACCESS TO
 QD1402'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QD1402'THE MARK IS 0.30 METERS  E FROM  A WITNESS POST
 QD1402'THE MARK IS 0.9 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0591 ***********************************************************************
 PB0591  DESIGNATION -  G 73
 PB0591  PID         -  PB0591
 PB0591  STATE/COUNTY-  OR/LAKE
 PB0591  USGS QUAD   -  EGLI RIM (1982)
 PB0591
 PB0591                         *CURRENT SURVEY CONTROL
 PB0591  ___________________________________________________________________
 PB0591* NAD 83(1986)-  43 03 08.     (N)    120 48 37.     (W)     SCALED    
 PB0591* NAVD 88     -      1413.893  (meters)    4638.75   (feet)  ADJUSTED  
 PB0591  ___________________________________________________________________
 PB0591  GEOID HEIGHT-         -20.55  (meters)                     GEOID03
 PB0591  DYNAMIC HT  -        1413.111 (meters)    4636.18  (feet)  COMP
 PB0591  MODELED GRAV-     980,017.8   (mgal)                       NAVD 88
 PB0591
 PB0591  VERT ORDER  -  SECOND    CLASS 0
 PB0591
 PB0591.The horizontal coordinates were scaled from a topographic map and have
 PB0591.an estimated accuracy of +/- 6 seconds.
 PB0591
 PB0591.The orthometric height was determined by differential leveling
 PB0591.and adjusted in June 1991.
 PB0591
 PB0591.The geoid height was determined by GEOID03.
 PB0591
 PB0591.The dynamic height is computed by dividing the NAVD 88
 PB0591.geopotential number by the normal gravity value computed on the
 PB0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0591.degrees latitude (g = 980.6199 gals.).
 PB0591
 PB0591.The modeled gravity was interpolated from observed gravity values.
 PB0591
 PB0591;                    North         East    Units  Estimated Accuracy
 PB0591;SPC OR S     -   153,960.    1,474,720.      MT  (+/- 180 meters Scaled)
 PB0591
 PB0591                          SUPERSEDED SURVEY CONTROL
 PB0591
 PB0591  NGVD 29 (??/??/92) 1412.672  (m)         4634.74   (f) ADJ UNCH    2 0
 PB0591
 PB0591.Superseded values are not recommended for survey control.
 PB0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0591.See file dsdata.txt to determine how the superseded data were derived.
 PB0591
 PB0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFN783689(NAD 83)
 PB0591_MARKER: DD = SURVEY DISK
 PB0591_SETTING: 80 = SET IN A BOULDER
 PB0591_SP_SET: BOULDER
 PB0591_STAMPING: G 73 1931
 PB0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0591+STABILITY: SURFACE MOTION
 PB0591
 PB0591  HISTORY     - Date     Condition        Report By
 PB0591  HISTORY     - 1931     MONUMENTED       ORDT
 PB0591  HISTORY     - 1931     GOOD             NGS
 PB0591
 PB0591                          STATION DESCRIPTION
 PB0591
 PB0591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 PB0591'14.4 MI SE FROM SILVER LAKE.
 PB0591'ABOUT 14.4 MILES SOUTHEAST ALONG THE FREMONT HIGHWAY (OREGON 31) FROM
 PB0591'SILVER LAKE, LAKE COUNTY, ABOUT 6.9 MILES NORTH OF SUMMER LAKE, ON THE
 PB0591'TOP OF A RIDGE, 40 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, IN AN
 PB0591'EMBEDDED BOULDER, AND ABOUT 8 FEET HIGHER THAN THE HIGHWAY.  AN OREGON
 PB0591'STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED G 73 1931.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1426 ***********************************************************************
 QD1426  DESIGNATION -  G 730
 QD1426  PID         -  QD1426
 QD1426  STATE/COUNTY-  OR/WHEELER
 QD1426  USGS QUAD   -  SANDROCK MTN (1968)
 QD1426
 QD1426                         *CURRENT SURVEY CONTROL
 QD1426  ___________________________________________________________________
 QD1426* NAD 83(1986)-  44 44 44.     (N)    120 22 38.     (W)     SCALED    
 QD1426* NAVD 88     -       468.573  (meters)    1537.31   (feet)  ADJUSTED  
 QD1426  ___________________________________________________________________
 QD1426  GEOID HEIGHT-         -20.48  (meters)                     GEOID03
 QD1426  DYNAMIC HT  -         468.472 (meters)    1536.98  (feet)  COMP
 QD1426  MODELED GRAV-     980,388.7   (mgal)                       NAVD 88
 QD1426
 QD1426  VERT ORDER  -  FIRST     CLASS II
 QD1426
 QD1426.The horizontal coordinates were scaled from a topographic map and have
 QD1426.an estimated accuracy of +/- 6 seconds.
 QD1426
 QD1426.The orthometric height was determined by differential leveling
 QD1426.and adjusted in June 1991.
 QD1426
 QD1426.The geoid height was determined by GEOID03.
 QD1426
 QD1426.The dynamic height is computed by dividing the NAVD 88
 QD1426.geopotential number by the normal gravity value computed on the
 QD1426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1426.degrees latitude (g = 980.6199 gals.).
 QD1426
 QD1426.The modeled gravity was interpolated from observed gravity values.
 QD1426
 QD1426;                    North         East    Units  Estimated Accuracy
 QD1426;SPC OR N     -   119,900.    2,509,720.      MT  (+/- 180 meters Scaled)
 QD1426
 QD1426                          SUPERSEDED SURVEY CONTROL
 QD1426
 QD1426.No superseded survey control is available for this station.
 QD1426
 QD1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGQ076580(NAD 83)
 QD1426_MARKER: I = METAL ROD
 QD1426_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QD1426_SP_SET: STAINLESS STEEL ROD
 QD1426_STAMPING: G 730 1987
 QD1426_MARK LOGO: NGS   
 QD1426_PROJECTION: FLUSH
 QD1426_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QD1426_ROD/PIPE-DEPTH: 3.04 meters
 QD1426
 QD1426  HISTORY     - Date     Condition        Report By
 QD1426  HISTORY     - 1987     MONUMENTED       NGS
 QD1426
 QD1426                          STATION DESCRIPTION
 QD1426
 QD1426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QD1426'31.8 KM (19.75 MI) NW FROM MITCHELL.
 QD1426'5.5 KM (3.40 MI) WEST ALONG US HIGHWAY 26 FROM THE JUNCTION OF STATE
 QD1426'HIGHWAY 207 IN MITCHELL, THENCE 26.2 KM (16.30 MI) NORTHWEST ALONG
 QD1426'BRIDGE CREEK ROAD, 16.9 M (55.4 FT) NORTHWEST OF THE CENTER OF A
 QD1426'FIELD ROAD, 16.4 M (53.8 FT) SOUTHWEST OF THE CENTER OF BRIDGE CREEK
 QD1426'ROAD, 15.8 M (51.8 FT) NORTHWEST OF A GATE POST, 0.76 M (2.5 FT)
 QD1426'NORTHEAST OF A FENCE. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 QD1426'5-INCH LOGO CAP.
 QD1426'THE MARK IS 0.51 METERS  SE FROM  A WITNESS POST
 QD1426'THE MARK IS ABOVE LEVEL WITH BRIDGE CREEK ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0853 ***********************************************************************
 QC0853  DESIGNATION -  G 731
 QC0853  PID         -  QC0853
 QC0853  STATE/COUNTY-  OR/WHEELER
 QC0853  USGS QUAD   -  TUBB SPRING (1990)
 QC0853
 QC0853                         *CURRENT SURVEY CONTROL
 QC0853  ___________________________________________________________________
 QC0853* NAD 83(1986)-  44 33 20.     (N)    119 49 32.     (W)     SCALED    
 QC0853* NAVD 88     -      1075.232  (meters)    3527.66   (feet)  ADJUSTED  
 QC0853  ___________________________________________________________________
 QC0853  GEOID HEIGHT-         -19.17  (meters)                     GEOID03
 QC0853  DYNAMIC HT  -        1074.872 (meters)    3526.48  (feet)  COMP
 QC0853  MODELED GRAV-     980,245.9   (mgal)                       NAVD 88
 QC0853
 QC0853  VERT ORDER  -  FIRST     CLASS II
 QC0853
 QC0853.The horizontal coordinates were scaled from a topographic map and have
 QC0853.an estimated accuracy of +/- 6 seconds.
 QC0853
 QC0853.The orthometric height was determined by differential leveling
 QC0853.and adjusted in June 1991.
 QC0853
 QC0853.The geoid height was determined by GEOID03.
 QC0853
 QC0853.The dynamic height is computed by dividing the NAVD 88
 QC0853.geopotential number by the normal gravity value computed on the
 QC0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0853.degrees latitude (g = 980.6199 gals.).
 QC0853
 QC0853.The modeled gravity was interpolated from observed gravity values.
 QC0853
 QC0853;                    North         East    Units  Estimated Accuracy
 QC0853;SPC OR N     -    99,000.    2,553,580.      MT  (+/- 180 meters Scaled)
 QC0853
 QC0853                          SUPERSEDED SURVEY CONTROL
 QC0853
 QC0853.No superseded survey control is available for this station.
 QC0853
 QC0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKK755374(NAD 83)
 QC0853_MARKER: I = METAL ROD
 QC0853_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QC0853_SP_SET: STAINLESS STEEL ROD
 QC0853_STAMPING: G 731 1987
 QC0853_MARK LOGO: NGS   
 QC0853_PROJECTION: FLUSH
 QC0853_MAGNETIC: I = MARKER IS A STEEL ROD
 QC0853_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QC0853+STABILITY: POSITION/ELEVATION WELL
 QC0853_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QC0853+SATELLITE: SATELLITE OBSERVATIONS - 1987
 QC0853_ROD/PIPE-DEPTH: 4.0  meters
 QC0853
 QC0853  HISTORY     - Date     Condition        Report By
 QC0853  HISTORY     - 1987     MONUMENTED       NGS
 QC0853
 QC0853                          STATION DESCRIPTION
 QC0853
 QC0853'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QC0853'29.8 KM (18.50 MI) WESTERLY ALONG U.S. HIGHWAY 26 FROM THE POST OFFICE
 QC0853'IN DAYVILLE, AT THE WEST END OF A HIGHWAY CUT, 15.5 M (50.9 FT) SOUTH
 QC0853'OF THE CENTERLINE OF THE HIGHWAY, 2.6 M (8.5 FT) SOUTHWEST OF A
 QC0853'4-INCH TWIN TRUNKED JUNIPER TREE, 0.45 M (1.5 FT) NORTH OF A FENCE,
 QC0853'1.2 M (3.9 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT)
 QC0853'WEST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 QC0853'5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1516 ***********************************************************************
 QE1516  DESIGNATION -  G 732
 QE1516  PID         -  QE1516
 QE1516  STATE/COUNTY-  OR/LANE
 QE1516  USGS QUAD   -  EUGENE EAST (1986)
 QE1516
 QE1516                         *CURRENT SURVEY CONTROL
 QE1516  ___________________________________________________________________
 QE1516* NAD 83(1986)-  44 03 12.     (N)    123 06 44.     (W)     SCALED    
 QE1516* NAVD 88     -       126.655  (meters)     415.53   (feet)  ADJUSTED  
 QE1516  ___________________________________________________________________
 QE1516  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 QE1516  DYNAMIC HT  -         126.637 (meters)     415.47  (feet)  COMP
 QE1516  MODELED GRAV-     980,479.8   (mgal)                       NAVD 88
 QE1516
 QE1516  VERT ORDER  -  FIRST     CLASS II
 QE1516
 QE1516.The horizontal coordinates were scaled from a topographic map and have
 QE1516.an estimated accuracy of +/- 6 seconds.
 QE1516
 QE1516.The orthometric height was determined by differential leveling
 QE1516.and adjusted in June 1991.
 QE1516
 QE1516.The geoid height was determined by GEOID03.
 QE1516
 QE1516.The dynamic height is computed by dividing the NAVD 88
 QE1516.geopotential number by the normal gravity value computed on the
 QE1516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1516.degrees latitude (g = 980.6199 gals.).
 QE1516
 QE1516.The modeled gravity was interpolated from observed gravity values.
 QE1516
 QE1516;                    North         East    Units  Estimated Accuracy
 QE1516;SPC OR S     -   268,390.    1,290,700.      MT  (+/- 180 meters Scaled)
 QE1516
 QE1516                          SUPERSEDED SURVEY CONTROL
 QE1516
 QE1516.No superseded survey control is available for this station.
 QE1516
 QE1516_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP910778(NAD 83)
 QE1516_MARKER: I = METAL ROD
 QE1516_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QE1516_SP_SET: STAINLESS STEEL ROD
 QE1516_STAMPING: G 732 1987
 QE1516_MARK LOGO: NGS   
 QE1516_PROJECTION: FLUSH
 QE1516_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QE1516+STABILITY: POSITION/ELEVATION WELL
 QE1516_ROD/PIPE-DEPTH: 12.5 meters
 QE1516
 QE1516  HISTORY     - Date     Condition        Report By
 QE1516  HISTORY     - 1987     MONUMENTED       NGS
 QE1516
 QE1516                          STATION DESCRIPTION
 QE1516
 QE1516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QE1516'IN EUGENE.
 QE1516'IN EUGENE, AT THE JUNCTION OF 6TH AVENUE AND POLK STREET, 33.8 M
 QE1516'(110.9 FT) SOUTH OF THE CENTER OF AN ALLEYWAY, 27.6 M (90.6 FT) NORTH
 QE1516'OF THE CENTER OF THE AVENUE, 7.4 M (24.3 FT) EAST OF THE CENTERLINE
 QE1516'OF THE STREET, 2.1 M (6.9 FT) EAST OF A CURB, 0.8 M (2.6 FT) NORTH OF
 QE1516'UTILITY POLE NUMBER 3054, AND 0.3 M (1.0 FT) WEST OF THE WEST EDGE OF
 QE1516'A SIDEWALK. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 QE1516'CAP.
 QE1516'THE MARK IS 0.2 M ABOVE THE STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1642 ***********************************************************************
 QE1642  DESIGNATION -  G 733
 QE1642  PID         -  QE1642
 QE1642  STATE/COUNTY-  OR/LANE
 QE1642  USGS QUAD   -  NIMROD (1989)
 QE1642
 QE1642                         *CURRENT SURVEY CONTROL
 QE1642  ___________________________________________________________________
 QE1642* NAD 83(1986)-  44 06 35.     (N)    122 25 44.     (W)     SCALED    
 QE1642* NAVD 88     -       292.422  (meters)     959.39   (feet)  ADJUSTED  
 QE1642  ___________________________________________________________________
 QE1642  GEOID HEIGHT-         -22.65  (meters)                     GEOID03
 QE1642  DYNAMIC HT  -         292.358 (meters)     959.18  (feet)  COMP
 QE1642  MODELED GRAV-     980,390.9   (mgal)                       NAVD 88
 QE1642
 QE1642  VERT ORDER  -  FIRST     CLASS II
 QE1642
 QE1642.The horizontal coordinates were scaled from a topographic map and have
 QE1642.an estimated accuracy of +/- 6 seconds.
 QE1642
 QE1642.The orthometric height was determined by differential leveling
 QE1642.and adjusted in June 1991.
 QE1642
 QE1642.The geoid height was determined by GEOID03.
 QE1642
 QE1642.The dynamic height is computed by dividing the NAVD 88
 QE1642.geopotential number by the normal gravity value computed on the
 QE1642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1642.degrees latitude (g = 980.6199 gals.).
 QE1642
 QE1642.The modeled gravity was interpolated from observed gravity values.
 QE1642
 QE1642;                    North         East    Units  Estimated Accuracy
 QE1642;SPC OR S     -   273,170.    1,345,590.      MT  (+/- 180 meters Scaled)
 QE1642
 QE1642                          SUPERSEDED SURVEY CONTROL
 QE1642
 QE1642.No superseded survey control is available for this station.
 QE1642
 QE1642_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP457842(NAD 83)
 QE1642_MARKER: I = METAL ROD
 QE1642_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QE1642_SP_SET: STAINLESS STEEL ROD
 QE1642_STAMPING: G 733 1987
 QE1642_MARK LOGO: NGS   
 QE1642_PROJECTION: FLUSH
 QE1642_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE1642_ROD/PIPE-DEPTH: 3.4  meters
 QE1642
 QE1642  HISTORY     - Date     Condition        Report By
 QE1642  HISTORY     - 1987     MONUMENTED       NGS
 QE1642
 QE1642                          STATION DESCRIPTION
 QE1642
 QE1642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QE1642'24.9 KM (15.45 MI) WEST FROM MCKENZIE BRIDGE.
 QE1642'24.9 KM (15.45 MI) WESTERLY ALONG STATE HIGHWAY 126 FROM ITS JUNCTION
 QE1642'WITH TAYLOR ROAD IN MCKENZIE BRIDGE, 16.4 M (53.8 FT) SOUTHWEST OF
 QE1642'THE CENTER OF A GRAVELED ROAD LEADING NORTHWEST, 9.8 M (32.2 FT)
 QE1642'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 8.3 M (27.2 FT)
 QE1642'SOUTHWEST OF THE CENTER OF EAGLE ROCK ROAD. NOTE--ACCESS TO DATUM
 QE1642'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QE1642'THE MARK IS 0.3 METERS  SSE FROM  A WITNESS POST
 QE1642'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1666 ***********************************************************************
 QE1666  DESIGNATION -  G 734
 QE1666  PID         -  QE1666
 QE1666  STATE/COUNTY-  OR/LANE
 QE1666  USGS QUAD   -  BELKNAP SPRINGS (1989)
 QE1666
 QE1666                         *CURRENT SURVEY CONTROL
 QE1666  ___________________________________________________________________
 QE1666* NAD 83(1986)-  44 14 46.     (N)    122 02 32.     (W)     SCALED    
 QE1666* NAVD 88     -       586.831  (meters)    1925.29   (feet)  ADJUSTED  
 QE1666  ___________________________________________________________________
 QE1666  GEOID HEIGHT-         -21.75  (meters)                     GEOID03
 QE1666  DYNAMIC HT  -         586.659 (meters)    1924.73  (feet)  COMP
 QE1666  MODELED GRAV-     980,307.6   (mgal)                       NAVD 88
 QE1666
 QE1666  VERT ORDER  -  FIRST     CLASS II
 QE1666
 QE1666.The horizontal coordinates were scaled from a topographic map and have
 QE1666.an estimated accuracy of +/- 6 seconds.
 QE1666
 QE1666.The orthometric height was determined by differential leveling
 QE1666.and adjusted in June 1991.
 QE1666
 QE1666.The geoid height was determined by GEOID03.
 QE1666
 QE1666.The dynamic height is computed by dividing the NAVD 88
 QE1666.geopotential number by the normal gravity value computed on the
 QE1666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1666.degrees latitude (g = 980.6199 gals.).
 QE1666
 QE1666.The modeled gravity was interpolated from observed gravity values.
 QE1666
 QE1666;                    North         East    Units  Estimated Accuracy
 QE1666;SPC OR S     -   287,690.    1,376,820.      MT  (+/- 180 meters Scaled)
 QE1666
 QE1666                          SUPERSEDED SURVEY CONTROL
 QE1666
 QE1666.No superseded survey control is available for this station.
 QE1666
 QE1666_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP764996(NAD 83)
 QE1666_MARKER: I = METAL ROD
 QE1666_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QE1666+WITH SETTING: INFORMATION.
 QE1666_SP_SET: SHALLOW-SET METAL ROD
 QE1666_STAMPING: G 734 1987
 QE1666_MARK LOGO: NGS   
 QE1666_PROJECTION: FLUSH
 QE1666_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE1666_ROD/PIPE-DEPTH: 1.7  meters
 QE1666
 QE1666  HISTORY     - Date     Condition        Report By
 QE1666  HISTORY     - 1987     MONUMENTED       NGS
 QE1666
 QE1666                          STATION DESCRIPTION
 QE1666
 QE1666'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QE1666'17.5 KM (10.85 MI) NE FROM MCKENZIE BRIDGE.
 QE1666'17.5 KM (10.85 MI) NORTHEASTERLY ALONG STATE HIGHWAY 126 FROM ITS
 QE1666'JUNCTION WITH TAYLOR ROAD IN MCKENZIE BRIDGE, 1.1 KM (0.70 MI)
 QE1666'SOUTHWEST OF THE LANE AND LINN COUNTY LINE, 82.6 M (271.0 FT)
 QE1666'SOUTHWEST OF THE CENTER OF A GRAVELED ROAD LEADING NORTHWEST, AND
 QE1666'11.2 M (36.7 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 QE1666'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QE1666'THE MARK IS 0.2 METERS  NW FROM  A WITNESS POST
 QE1666'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1360 ***********************************************************************
 QD1360  DESIGNATION -  G 735
 QD1360  PID         -  QD1360
 QD1360  STATE/COUNTY-  OR/DESCHUTES
 QD1360  USGS QUAD   -  REDMOND (1975)
 QD1360
 QD1360                         *CURRENT SURVEY CONTROL
 QD1360  ___________________________________________________________________
 QD1360* NAD 83(1986)-  44 16 09.     (N)    121 11 27.     (W)     SCALED    
 QD1360* NAVD 88     -       906.917  (meters)    2975.44   (feet)  ADJUSTED  
 QD1360  ___________________________________________________________________
 QD1360  GEOID HEIGHT-         -21.17  (meters)                     GEOID03
 QD1360  DYNAMIC HT  -         906.615 (meters)    2974.45  (feet)  COMP
 QD1360  MODELED GRAV-     980,254.9   (mgal)                       NAVD 88
 QD1360
 QD1360  VERT ORDER  -  FIRST     CLASS II
 QD1360
 QD1360.The horizontal coordinates were scaled from a topographic map and have
 QD1360.an estimated accuracy of +/- 6 seconds.
 QD1360
 QD1360.The orthometric height was determined by differential leveling
 QD1360.and adjusted in June 1991.
 QD1360
 QD1360.The geoid height was determined by GEOID03.
 QD1360
 QD1360.The dynamic height is computed by dividing the NAVD 88
 QD1360.geopotential number by the normal gravity value computed on the
 QD1360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1360.degrees latitude (g = 980.6199 gals.).
 QD1360
 QD1360.The modeled gravity was interpolated from observed gravity values.
 QD1360
 QD1360;                    North         East    Units  Estimated Accuracy
 QD1360;SPC OR S     -   289,340.    1,444,840.      MT  (+/- 180 meters Scaled)
 QD1360
 QD1360                          SUPERSEDED SURVEY CONTROL
 QD1360
 QD1360.No superseded survey control is available for this station.
 QD1360
 QD1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ443033(NAD 83)
 QD1360_MARKER: DV = VERTICAL CONTROL DISK
 QD1360_SETTING: 66 = SET IN ROCK OUTCROP
 QD1360_SP_SET: IN A DRILL HOLE IN BEDROCK
 QD1360_STAMPING: G 735 1987
 QD1360_MARK LOGO: NGS   
 QD1360_MAGNETIC: N = NO MAGNETIC MATERIAL
 QD1360_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QD1360+STABILITY: POSITION/ELEVATION WELL
 QD1360_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QD1360+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2000
 QD1360
 QD1360  HISTORY     - Date     Condition        Report By
 QD1360  HISTORY     - 1987     MONUMENTED       NGS
 QD1360  HISTORY     - 19880812 GOOD             NGS
 QD1360  HISTORY     - 20000216 GOOD             NGS
 QD1360
 QD1360                          STATION DESCRIPTION
 QD1360
 QD1360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QD1360'IN REDMOND.
 QD1360'IN REDMOND, AT THE JUNCTION OF STATE HIGHWAY 126 AND RIMROCK DRIVE,
 QD1360'SET IN THE SOUTHERN 1/3 OF AN EXPOSED AREA OF BEDROCK, 53.0 M
 QD1360'(173.9 FT) EAST OF THE CENTERLINE OF THE DRIVE, 33.6 M (110.2 FT) WEST
 QD1360'OF THE SOUTHWEST CORNER OF A CHAIN LINK FENCE AROUND A TENNIS COURT,
 QD1360'19.6 M (64.3 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 8.8 M
 QD1360'(28.9 FT) EAST OF THE SOUTHEAST CORNER OF HOWDYS RESTAURANT BUILDING.
 QD1360'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 QD1360'THE MARK IS 1.6 M BELOW THE HIGHWAY.
 QD1360
 QD1360                          STATION RECOVERY (1988)
 QD1360
 QD1360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QD1360'RECOVERED IN GOOD CONDITION.
 QD1360
 QD1360                          STATION RECOVERY (2000)
 QD1360
 QD1360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 QD1360'IN REDMOND, AT THE INTERSECTION OF STATE HIGHWAY 126 AND RIMROCK
 QD1360'DRIVE, SET NEAR THE SOUTH END OF AN EXPOSED AREA OF BEDROCK, 53.0 M
 QD1360'(173.9 FT) EAST OF THE CENTERLINE OF THE DRIVE, 33.6 M (110.2 FT) WEST
 QD1360'OF THE SOUTHWEST CORNER OF A CHAIN-LINK FENCE ENCLOSING A TENNIS
 QD1360'COURT, 19.6 M (64.3 FT) NORTH OF THE HIGHWAY CENTERLINE, 8.8 M (28.9
 QD1360'FT) EAST OF THE SOUTHEAST CORNER OF TOTALLY TAN AND NAIL SALON, AND
 QD1360'1.6 M (5.2 FT) BELOW THE LEVEL OF THE HIGHWAY.  NOTE--THE MONUMENT IS
 QD1360'ON HIGHWAY RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1326 ***********************************************************************
 QD1326  DESIGNATION -  G 736
 QD1326  PID         -  QD1326
 QD1326  STATE/COUNTY-  OR/JEFFERSON
 QD1326  USGS QUAD   -  THREE FINGERED JACK (1988)
 QD1326
 QD1326                         *CURRENT SURVEY CONTROL
 QD1326  ___________________________________________________________________
 QD1326* NAD 83(1986)-  44 25 07.     (N)    121 46 12.     (W)     SCALED    
 QD1326* NAVD 88     -      1202.030  (meters)    3943.66   (feet)  ADJUSTED  
 QD1326  ___________________________________________________________________
 QD1326  GEOID HEIGHT-         -21.21  (meters)                     GEOID03
 QD1326  DYNAMIC HT  -        1201.580 (meters)    3942.18  (feet)  COMP
 QD1326  MODELED GRAV-     980,202.5   (mgal)                       NAVD 88
 QD1326
 QD1326  VERT ORDER  -  FIRST     CLASS II
 QD1326
 QD1326.The horizontal coordinates were scaled from a topographic map and have
 QD1326.an estimated accuracy of +/- 6 seconds.
 QD1326
 QD1326.The orthometric height was determined by differential leveling
 QD1326.and adjusted in June 1991.
 QD1326
 QD1326.The geoid height was determined by GEOID03.
 QD1326
 QD1326.The dynamic height is computed by dividing the NAVD 88
 QD1326.geopotential number by the normal gravity value computed on the
 QD1326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1326.degrees latitude (g = 980.6199 gals.).
 QD1326
 QD1326.The modeled gravity was interpolated from observed gravity values.
 QD1326
 QD1326;                    North         East    Units  Estimated Accuracy
 QD1326;SPC OR N     -    84,350.    2,398,860.      MT  (+/- 180 meters Scaled)
 QD1326
 QD1326                          SUPERSEDED SURVEY CONTROL
 QD1326
 QD1326.No superseded survey control is available for this station.
 QD1326
 QD1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ979191(NAD 83)
 QD1326_MARKER: DB = BENCH MARK DISK
 QD1326_SETTING: 66 = SET IN ROCK OUTCROP
 QD1326_SP_SET: BEDROCK
 QD1326_STAMPING: G 736 1987
 QD1326_MARK LOGO: NGS   
 QD1326_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QD1326+STABILITY: POSITION/ELEVATION WELL
 QD1326
 QD1326  HISTORY     - Date     Condition        Report By
 QD1326  HISTORY     - 1987     MONUMENTED       NGS
 QD1326
 QD1326                          STATION DESCRIPTION
 QD1326
 QD1326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QD1326'25.7 KM (15.95 MI) NW FROM SISTERS.
 QD1326'25.7 KM (15.95 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 20 FROM ITS
 QD1326'JUNCTION WITH FIR STREET IN SISTERS, SET VERTICALLY IN THE EASTERN
 QD1326'1/3 OF AN EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 29.9 M (98.1 FT)
 QD1326'WEST OF THE EAST END OF THE BEDROCK, AND 11.9 M (39.0 FT) NORTH OF
 QD1326'THE CENTERLINE OF THE HIGHWAY.
 QD1326'THE MARK IS 0.5 METERS  E FROM  A WITNESS POST
 QD1326'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1621 ***********************************************************************
 QE1621  DESIGNATION -  G 737
 QE1621  PID         -  QE1621
 QE1621  STATE/COUNTY-  OR/LANE
 QE1621  USGS QUAD   -  EUGENE EAST (1986)
 QE1621
 QE1621                         *CURRENT SURVEY CONTROL
 QE1621  ___________________________________________________________________
 QE1621* NAD 83(1986)-  44 01 20.     (N)    123 01 38.     (W)     SCALED    
 QE1621* NAVD 88     -       156.477  (meters)     513.38   (feet)  ADJUSTED  
 QE1621  ___________________________________________________________________
 QE1621  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 QE1621  DYNAMIC HT  -         156.452 (meters)     513.29  (feet)  COMP
 QE1621  MODELED GRAV-     980,458.3   (mgal)                       NAVD 88
 QE1621
 QE1621  VERT ORDER  -  FIRST     CLASS II
 QE1621
 QE1621.The horizontal coordinates were scaled from a topographic map and have
 QE1621.an estimated accuracy of +/- 6 seconds.
 QE1621
 QE1621.The orthometric height was determined by differential leveling
 QE1621.and adjusted in June 1991.
 QE1621
 QE1621.The geoid height was determined by GEOID03.
 QE1621
 QE1621.The dynamic height is computed by dividing the NAVD 88
 QE1621.geopotential number by the normal gravity value computed on the
 QE1621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1621.degrees latitude (g = 980.6199 gals.).
 QE1621
 QE1621.The modeled gravity was interpolated from observed gravity values.
 QE1621
 QE1621;                    North         East    Units  Estimated Accuracy
 QE1621;SPC OR S     -   264,730.    1,297,410.      MT  (+/- 180 meters Scaled)
 QE1621
 QE1621                          SUPERSEDED SURVEY CONTROL
 QE1621
 QE1621.No superseded survey control is available for this station.
 QE1621
 QE1621_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP978743(NAD 83)
 QE1621_MARKER: DB = BENCH MARK DISK
 QE1621_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QE1621_SP_SET: PIER
 QE1621_STAMPING: G 737 1987
 QE1621_MARK LOGO: NGS   
 QE1621_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE1621
 QE1621  HISTORY     - Date     Condition        Report By
 QE1621  HISTORY     - 1987     MONUMENTED       NGS
 QE1621
 QE1621                          STATION DESCRIPTION
 QE1621
 QE1621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QE1621'3.5 KM (2.15 MI) SOUTH FROM GLENWOOD.
 QE1621'3.5 KM (2.15 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 5 FROM ITS
 QE1621'JUNCTION WITH FRANKIN BOULEVARD IN GLENWOOD, SET VERTICALLY IN THE
 QE1621'EAST FACE OF THE MOST NORTHERLY 1 OF 4 COLUMNS OF THE 3RD PIER
 QE1621'NORTHEAST OF THE SOUTHWEST ABUTMENT OF A HIGHWAY OVERPASS (EXIT 189),
 QE1621'AND 10.7 M (35.1 FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES
 QE1621'OF THE HIGHWAY.
 QE1621'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0708 ***********************************************************************
 PC0708  DESIGNATION -  G 738
 PC0708  PID         -  PC0708
 PC0708  STATE/COUNTY-  OR/LANE
 PC0708  USGS QUAD   -  COTTAGE GROVE (1984)
 PC0708
 PC0708                         *CURRENT SURVEY CONTROL
 PC0708  ___________________________________________________________________
 PC0708* NAD 83(1986)-  43 46 46.     (N)    123 03 24.     (W)     SCALED    
 PC0708* NAVD 88     -       227.195  (meters)     745.39   (feet)  ADJUSTED  
 PC0708  ___________________________________________________________________
 PC0708  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 PC0708  DYNAMIC HT  -         227.152 (meters)     745.25  (feet)  COMP
 PC0708  MODELED GRAV-     980,424.3   (mgal)                       NAVD 88
 PC0708
 PC0708  VERT ORDER  -  FIRST     CLASS II
 PC0708
 PC0708.The horizontal coordinates were scaled from a topographic map and have
 PC0708.an estimated accuracy of +/- 6 seconds.
 PC0708
 PC0708.The orthometric height was determined by differential leveling
 PC0708.and adjusted in June 1991.
 PC0708
 PC0708.The geoid height was determined by GEOID03.
 PC0708
 PC0708.The dynamic height is computed by dividing the NAVD 88
 PC0708.geopotential number by the normal gravity value computed on the
 PC0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0708.degrees latitude (g = 980.6199 gals.).
 PC0708
 PC0708.The modeled gravity was interpolated from observed gravity values.
 PC0708
 PC0708;                    North         East    Units  Estimated Accuracy
 PC0708;SPC OR S     -   237,840.    1,294,220.      MT  (+/- 180 meters Scaled)
 PC0708
 PC0708                          SUPERSEDED SURVEY CONTROL
 PC0708
 PC0708.No superseded survey control is available for this station.
 PC0708
 PC0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP954473(NAD 83)
 PC0708_MARKER: I = METAL ROD
 PC0708_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PC0708_SP_SET: STAINLESS STEEL ROD
 PC0708_STAMPING: G 738 1987
 PC0708_MARK LOGO: NGS   
 PC0708_PROJECTION: FLUSH
 PC0708_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PC0708+STABILITY: POSITION/ELEVATION WELL
 PC0708_ROD/PIPE-DEPTH: 8.0  meters
 PC0708
 PC0708  HISTORY     - Date     Condition        Report By
 PC0708  HISTORY     - 1987     MONUMENTED       NGS
 PC0708
 PC0708                          STATION DESCRIPTION
 PC0708
 PC0708'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PC0708'3.1 KM (1.95 MI) SOUTH FROM COTTAGE GROVE.
 PC0708'3.1 KM (1.95 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 5 FROM THE
 PC0708'JUNCTION OF ROW ROAD IN COTTAGE GROVE, 22.9 M (75.1 FT) SOUTHEAST OF
 PC0708'THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, AND 8.6 M
 PC0708'(28.2 FT) NORTHWEST OF THE CENTERLINE OF A PAVED ROAD. NOTE--ACCESS TO
 PC0708'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PC0708'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 PC0708'THE MARK IS 1.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0731 ***********************************************************************
 PC0731  DESIGNATION -  G 739
 PC0731  PID         -  PC0731
 PC0731  STATE/COUNTY-  OR/DOUGLAS
 PC0731  USGS QUAD   -  DRAIN (1987)
 PC0731
 PC0731                         *CURRENT SURVEY CONTROL
 PC0731  ___________________________________________________________________
 PC0731* NAD 83(1986)-  43 41 44.     (N)    123 17 19.     (W)     SCALED    
 PC0731* NAVD 88     -       100.750  (meters)     330.54   (feet)  ADJUSTED  
 PC0731  ___________________________________________________________________
 PC0731  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 PC0731  DYNAMIC HT  -         100.736 (meters)     330.50  (feet)  COMP
 PC0731  MODELED GRAV-     980,474.7   (mgal)                       NAVD 88
 PC0731
 PC0731  VERT ORDER  -  FIRST     CLASS II
 PC0731
 PC0731.The horizontal coordinates were scaled from a topographic map and have
 PC0731.an estimated accuracy of +/- 6 seconds.
 PC0731
 PC0731.The orthometric height was determined by differential leveling
 PC0731.and adjusted in June 1991.
 PC0731
 PC0731.The geoid height was determined by GEOID03.
 PC0731
 PC0731.The dynamic height is computed by dividing the NAVD 88
 PC0731.geopotential number by the normal gravity value computed on the
 PC0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0731.degrees latitude (g = 980.6199 gals.).
 PC0731
 PC0731.The modeled gravity was interpolated from observed gravity values.
 PC0731
 PC0731;                    North         East    Units  Estimated Accuracy
 PC0731;SPC OR S     -   229,120.    1,275,250.      MT  (+/- 180 meters Scaled)
 PC0731
 PC0731                          SUPERSEDED SURVEY CONTROL
 PC0731
 PC0731.No superseded survey control is available for this station.
 PC0731
 PC0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP767381(NAD 83)
 PC0731_MARKER: DB = BENCH MARK DISK
 PC0731_SETTING: 66 = SET IN ROCK OUTCROP
 PC0731_SP_SET: BEDROCK
 PC0731_STAMPING: G 739 1987
 PC0731_MARK LOGO: NGS   
 PC0731_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PC0731+STABILITY: POSITION/ELEVATION WELL
 PC0731
 PC0731  HISTORY     - Date     Condition        Report By
 PC0731  HISTORY     - 1987     MONUMENTED       NGS
 PC0731  HISTORY     - 1988     GOOD             USPSQD
 PC0731  HISTORY     - 20020420 MARK NOT FOUND   USPSQD
 PC0731
 PC0731                          STATION DESCRIPTION
 PC0731
 PC0731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PC0731'4.2 KM (2.60 MI) NORTH FROM DRAIN.
 PC0731'4.2 KM (2.60 MI) NORTHERLY ALONG STATE HIGHWAY 99 FROM THE EAST
 PC0731'JUNCTION OF B STREET IN DRAIN, IN AN EXPOSED AREA OF BEDROCK IN A
 PC0731'HIGHWAY CUT, 74.4 M (244.1 FT) SOUTHWEST OF THE EXTENDED CENTER OF A
 PC0731'PAVED DRIVEWAY, 51.2 M (168.0 FT) NORTHEAST OF THE CENTER OF A PAVED
 PC0731'ROAD LEADING SOUTHWEST, AND 11.2 M (36.7 FT) NORTHWEST OF THE
 PC0731'CENTERLINE OF THE HIGHWAY.
 PC0731'THE MARK IS 0.6 METERS  NE FROM  A WITNESS POST
 PC0731'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 PC0731
 PC0731                          STATION RECOVERY (1988)
 PC0731
 PC0731'RECOVERY NOTE BY US POWER SQUADRON 1988 (AS)
 PC0731'RECOVERED IN GOOD CONDITION.
 PC0731
 PC0731                          STATION RECOVERY (2002)
 PC0731
 PC0731'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 PC0731'MARK PROBABLY DESTROYED BY HIGHWAY WIDENING IN 1990.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0676 ***********************************************************************
 PC0676  DESIGNATION -  G 741 X
 PC0676  PID         -  PC0676
 PC0676  STATE/COUNTY-  OR/DOUGLAS
 PC0676  USGS QUAD   -  TENMILE (1990)
 PC0676
 PC0676                         *CURRENT SURVEY CONTROL
 PC0676  ___________________________________________________________________
 PC0676* NAD 83(1986)-  43 04 21.     (N)    123 35 44.     (W)     SCALED    
 PC0676* NAVD 88     -       236.017  (meters)     774.33   (feet)  ADJUSTED  
 PC0676  ___________________________________________________________________
 PC0676  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 PC0676  DYNAMIC HT  -         235.956 (meters)     774.13  (feet)  COMP
 PC0676  MODELED GRAV-     980,358.7   (mgal)                       NAVD 88
 PC0676
 PC0676  VERT ORDER  -  FIRST     CLASS II
 PC0676
 PC0676.The horizontal coordinates were scaled from a topographic map and have
 PC0676.an estimated accuracy of +/- 6 seconds.
 PC0676
 PC0676.The orthometric height was determined by differential leveling
 PC0676.and adjusted in June 1991.
 PC0676
 PC0676.The geoid height was determined by GEOID03.
 PC0676
 PC0676.The dynamic height is computed by dividing the NAVD 88
 PC0676.geopotential number by the normal gravity value computed on the
 PC0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0676.degrees latitude (g = 980.6199 gals.).
 PC0676
 PC0676.The modeled gravity was interpolated from observed gravity values.
 PC0676
 PC0676;                    North         East    Units  Estimated Accuracy
 PC0676;SPC OR S     -   160,820.    1,247,970.      MT  (+/- 180 meters Scaled)
 PC0676
 PC0676                          SUPERSEDED SURVEY CONTROL
 PC0676
 PC0676.No superseded survey control is available for this station.
 PC0676
 PC0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN515690(NAD 83)
 PC0676_MARKER: I = METAL ROD
 PC0676_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PC0676_SP_SET: STAINLESS STEEL ROD
 PC0676_STAMPING: G 741 X 1987
 PC0676_MARK LOGO: NGS   
 PC0676_PROJECTION: FLUSH
 PC0676_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PC0676_ROD/PIPE-DEPTH: 7.9  meters
 PC0676
 PC0676  HISTORY     - Date     Condition        Report By
 PC0676  HISTORY     - 1987     MONUMENTED       NGS
 PC0676
 PC0676                          STATION DESCRIPTION
 PC0676
 PC0676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PC0676'18.3 KM (11.35 MI) WEST FROM WINSTON.
 PC0676'18.3 KM (11.35 MI) WESTERLY ALONG STATE HIGHWAY 42 FROM THE JUNCTION
 PC0676'OF STATE HIGHWAY 99 IN WINSTON, 53.5 M (175.5 FT) SOUTHWEST OF THE
 PC0676'EXTENDED CENTERLINE OF COUNTY ROAD 140 (IRELAND ROAD), 20.2 M
 PC0676'(66.3 FT)  NORTHEAST OF THE NORTHEAST END OF A GUARDRAIL, AND 15.0 M
 PC0676'(49.2 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY. NOTE--ACCESS TO
 PC0676'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PC0676'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST AND FENCE
 PC0676'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0877 ***********************************************************************
 NZ0877  DESIGNATION -  G 743
 NZ0877  PID         -  NZ0877
 NZ0877  STATE/COUNTY-  OR/COOS
 NZ0877  USGS QUAD   -  BONE MOUNTAIN (1990)
 NZ0877
 NZ0877                         *CURRENT SURVEY CONTROL
 NZ0877  ___________________________________________________________________
 NZ0877* NAD 83(1986)-  42 58 23.     (N)    123 52 10.     (W)     SCALED    
 NZ0877* NAVD 88     -       110.733  (meters)     363.30   (feet)  ADJUSTED  
 NZ0877  ___________________________________________________________________
 NZ0877  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 NZ0877  DYNAMIC HT  -         110.707 (meters)     363.21  (feet)  COMP
 NZ0877  MODELED GRAV-     980,381.9   (mgal)                       NAVD 88
 NZ0877
 NZ0877  VERT ORDER  -  FIRST     CLASS II
 NZ0877
 NZ0877.The horizontal coordinates were scaled from a topographic map and have
 NZ0877.an estimated accuracy of +/- 6 seconds.
 NZ0877
 NZ0877.The orthometric height was determined by differential leveling
 NZ0877.and adjusted in June 1991.
 NZ0877
 NZ0877.The geoid height was determined by GEOID03.
 NZ0877
 NZ0877.The dynamic height is computed by dividing the NAVD 88
 NZ0877.geopotential number by the normal gravity value computed on the
 NZ0877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0877.degrees latitude (g = 980.6199 gals.).
 NZ0877
 NZ0877.The modeled gravity was interpolated from observed gravity values.
 NZ0877
 NZ0877;                    North         East    Units  Estimated Accuracy
 NZ0877;SPC OR S     -   150,650.    1,225,230.      MT  (+/- 180 meters Scaled)
 NZ0877
 NZ0877                          SUPERSEDED SURVEY CONTROL
 NZ0877
 NZ0877.No superseded survey control is available for this station.
 NZ0877
 NZ0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN291581(NAD 83)
 NZ0877_MARKER: DB = BENCH MARK DISK
 NZ0877_SETTING: 66 = SET IN ROCK OUTCROP
 NZ0877_SP_SET: BEDROCK
 NZ0877_STAMPING: G 743 1987
 NZ0877_MARK LOGO: NGS   
 NZ0877_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NZ0877+STABILITY: POSITION/ELEVATION WELL
 NZ0877
 NZ0877  HISTORY     - Date     Condition        Report By
 NZ0877  HISTORY     - 1987     MONUMENTED       NGS
 NZ0877
 NZ0877                          STATION DESCRIPTION
 NZ0877
 NZ0877'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 NZ0877'31.7 KM (19.70 MI) SE FROM MYRTLE POINT.
 NZ0877'31.7 KM (19.70 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 42 FROM THE
 NZ0877'JUNCTION OF SPRUCE STREET IN MYRTLE POINT, SET VERTICALLY IN THE WEST
 NZ0877'FACE OF AN EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, AT THE CREST OF
 NZ0877'A HILL, 15.0 M (49.2 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 4.0 M
 NZ0877'(13.1 FT) SOUTH OF THE NORTH END OF THE EXPOSED BEDROCK, AND 0.3 M
 NZ0877'(1.0 FT) ABOVE THE GROUND LEVEL.
 NZ0877'THE MARK IS 1.5 METERS  S FROM  A WITNESS POST
 NZ0877'THE MARK IS 1.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1589 ***********************************************************************
 QE1589  DESIGNATION -  G 744
 QE1589  PID         -  QE1589
 QE1589  STATE/COUNTY-  OR/LANE
 QE1589  USGS QUAD   -  MERCER LAKE (1984)
 QE1589
 QE1589                         *CURRENT SURVEY CONTROL
 QE1589  ___________________________________________________________________
 QE1589* NAD 83(1986)-  44 06 39.     (N)    124 07 23.     (W)     SCALED    
 QE1589* NAVD 88     -       104.937  (meters)     344.28   (feet)  ADJUSTED  
 QE1589  ___________________________________________________________________
 QE1589  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 QE1589  DYNAMIC HT  -         104.930 (meters)     344.26  (feet)  COMP
 QE1589  MODELED GRAV-     980,545.2   (mgal)                       NAVD 88
 QE1589
 QE1589  VERT ORDER  -  FIRST     CLASS II
 QE1589
 QE1589.The horizontal coordinates were scaled from a topographic map and have
 QE1589.an estimated accuracy of +/- 6 seconds.
 QE1589
 QE1589.The orthometric height was determined by differential leveling
 QE1589.and adjusted in June 1991.
 QE1589
 QE1589.The geoid height was determined by GEOID03.
 QE1589
 QE1589.The dynamic height is computed by dividing the NAVD 88
 QE1589.geopotential number by the normal gravity value computed on the
 QE1589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1589.degrees latitude (g = 980.6199 gals.).
 QE1589
 QE1589.The modeled gravity was interpolated from observed gravity values.
 QE1589
 QE1589;                    North         East    Units  Estimated Accuracy
 QE1589;SPC OR S     -   277,790.    1,210,030.      MT  (+/- 180 meters Scaled)
 QE1589
 QE1589                          SUPERSEDED SURVEY CONTROL
 QE1589
 QE1589.No superseded survey control is available for this station.
 QE1589
 QE1589_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP101847(NAD 83)
 QE1589_MARKER: DB = BENCH MARK DISK
 QE1589_SETTING: 66 = SET IN ROCK OUTCROP
 QE1589_SP_SET: BEDROCK
 QE1589_STAMPING: G 744 1988
 QE1589_MARK LOGO: NGS   
 QE1589_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QE1589+STABILITY: POSITION/ELEVATION WELL
 QE1589
 QE1589  HISTORY     - Date     Condition        Report By
 QE1589  HISTORY     - 1988     MONUMENTED       NGS
 QE1589
 QE1589                          STATION DESCRIPTION
 QE1589
 QE1589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 QE1589'16.0 KM (9.95 MI) NORTH FROM FLORENCE.
 QE1589'16.0 KM (9.95 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM ITS JUNCTION
 QE1589'WITH STATE HIGHWAY 126 IN FLORENCE, IN AN EXPOSED AREA OF BEDROCK IN
 QE1589'A HIGHWAY CUT, AT THE NORTH END OF A SHARP CURVE IN THE HIGHWAY, 13.8
 QE1589'M (45.3 FT) EAST OF THE SOUTH END OF A GUARDRAIL, AND 7.0 M (23.0 FT)
 QE1589'EAST OF THE CENTERLINE OF THE HIGHWAY.
 QE1589'THE MARK IS 0.7 METERS  SSW FROM  A WITNESS POST
 QE1589'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0855 ***********************************************************************
 OA0855  DESIGNATION -  G 746
 OA0855  PID         -  OA0855
 OA0855  STATE/COUNTY-  OR/CURRY
 OA0855  USGS QUAD   -  CARPENTERVILLE (1986)
 OA0855
 OA0855                         *CURRENT SURVEY CONTROL
 OA0855  ___________________________________________________________________
 OA0855* NAD 83(1986)-  42 13 30.     (N)    124 21 02.     (W)     SCALED    
 OA0855* NAVD 88     -       420.370  (meters)    1379.16   (feet)  ADJUSTED  
 OA0855  ___________________________________________________________________
 OA0855  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 OA0855  DYNAMIC HT  -         420.240 (meters)    1378.74  (feet)  COMP
 OA0855  MODELED GRAV-     980,299.3   (mgal)                       NAVD 88
 OA0855
 OA0855  VERT ORDER  -  FIRST     CLASS II
 OA0855
 OA0855.The horizontal coordinates were scaled from a topographic map and have
 OA0855.an estimated accuracy of +/- 6 seconds.
 OA0855
 OA0855.The orthometric height was determined by differential leveling
 OA0855.and adjusted in June 1991.
 OA0855
 OA0855.The geoid height was determined by GEOID03.
 OA0855
 OA0855.The dynamic height is computed by dividing the NAVD 88
 OA0855.geopotential number by the normal gravity value computed on the
 OA0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0855.degrees latitude (g = 980.6199 gals.).
 OA0855
 OA0855.The modeled gravity was interpolated from observed gravity values.
 OA0855
 OA0855;                    North         East    Units  Estimated Accuracy
 OA0855;SPC OR S     -    69,330.    1,182,210.      MT  (+/- 180 meters Scaled)
 OA0855
 OA0855                          SUPERSEDED SURVEY CONTROL
 OA0855
 OA0855.No superseded survey control is available for this station.
 OA0855
 OA0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCM885756(NAD 83)
 OA0855_MARKER: DB = BENCH MARK DISK
 OA0855_SETTING: 66 = SET IN ROCK OUTCROP
 OA0855_SP_SET: BEDROCK
 OA0855_STAMPING: G 746 1988
 OA0855_MARK LOGO: NGS   
 OA0855_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OA0855+STABILITY: POSITION/ELEVATION WELL
 OA0855
 OA0855  HISTORY     - Date     Condition        Report By
 OA0855  HISTORY     - 1988     MONUMENTED       NGS
 OA0855
 OA0855                          STATION DESCRIPTION
 OA0855
 OA0855'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 OA0855'26.9 KM (16.70 MI) NORTH FROM BROOKINGS.
 OA0855'3.8 KM (2.35 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE
 OA0855'IN BROOKINGS, THENCE 23.1 KM (14.35 MI)ORTHERLY ALONG CARPENTERVILLE
 OA0855'ROAD, SET VERTICALLY IN THE SOUTHWEST FACE OF THE MOST EASTERLY 1/3
 OA0855'OF AN EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, AND 7.1 M (23.3 FT)
 OA0855'NORTH OF THE CENTERLINE OF THE ROAD.
 OA0855'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 OA0855'THE MARK IS 0.9 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0774 ***********************************************************************
 PC0774  DESIGNATION -  G 747
 PC0774  PID         -  PC0774
 PC0774  STATE/COUNTY-  OR/DOUGLAS
 PC0774  USGS QUAD   -  MYRTLE CREEK (1987)
 PC0774
 PC0774                         *CURRENT SURVEY CONTROL
 PC0774  ___________________________________________________________________
 PC0774* NAD 83(1986)-  43 05 11.     (N)    123 22 28.     (W)     SCALED    
 PC0774* NAVD 88     -       167.941  (meters)     550.99   (feet)  ADJUSTED  
 PC0774  ___________________________________________________________________
 PC0774  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 PC0774  DYNAMIC HT  -         167.901 (meters)     550.86  (feet)  COMP
 PC0774  MODELED GRAV-     980,375.8   (mgal)                       NAVD 88
 PC0774
 PC0774  VERT ORDER  -  FIRST     CLASS II
 PC0774
 PC0774.The horizontal coordinates were scaled from a topographic map and have
 PC0774.an estimated accuracy of +/- 6 seconds.
 PC0774
 PC0774.The orthometric height was determined by differential leveling
 PC0774.and adjusted in June 1991.
 PC0774
 PC0774.The geoid height was determined by GEOID03.
 PC0774
 PC0774.The dynamic height is computed by dividing the NAVD 88
 PC0774.geopotential number by the normal gravity value computed on the
 PC0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0774.degrees latitude (g = 980.6199 gals.).
 PC0774
 PC0774.The modeled gravity was interpolated from observed gravity values.
 PC0774
 PC0774;                    North         East    Units  Estimated Accuracy
 PC0774;SPC OR S     -   161,720.    1,266,010.      MT  (+/- 180 meters Scaled)
 PC0774
 PC0774                          SUPERSEDED SURVEY CONTROL
 PC0774
 PC0774.No superseded survey control is available for this station.
 PC0774
 PC0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN695704(NAD 83)
 PC0774_MARKER: DB = BENCH MARK DISK
 PC0774_SETTING: 66 = SET IN ROCK OUTCROP
 PC0774_SP_SET: BEDROCK
 PC0774_STAMPING: G 747 1987
 PC0774_MARK LOGO: NGS   
 PC0774_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PC0774+STABILITY: POSITION/ELEVATION WELL
 PC0774
 PC0774  HISTORY     - Date     Condition        Report By
 PC0774  HISTORY     - 1987     MONUMENTED       NGS
 PC0774
 PC0774                          STATION DESCRIPTION
 PC0774
 PC0774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PC0774'8.5 KM (5.30 MI) SE FROM WINSTON.
 PC0774'8.5 KM (5.30 MI) SOUTHEASTERLY ALONG COUNTY ROAD 387 FROM ITS JUNCTION
 PC0774'WITH STATE HIGHWAY 42 IN WINSTON, ON A SMALL LEDGE AT THE BASE OF A
 PC0774'VERTICAL AREA OF OUTCROPPING BEDROCK, AT A CURVE IN THE ROAD, NEAR
 PC0774'THE EAST END OF A HIGHWAY PULLOUT, 10.0 M (32.8 FT) SOUTH OF THE
 PC0774'CENTERLINE OF THE ROAD, AND 5.4 M (17.7 FT) WEST OF THE EAST END OF
 PC0774'THE OUTCROP.
 PC0774'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 PC0774'THE MARK IS 1.0 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0922 ***********************************************************************
 NZ0922  DESIGNATION -  G 748
 NZ0922  PID         -  NZ0922
 NZ0922  STATE/COUNTY-  OR/JOSEPHINE
 NZ0922  USGS QUAD   -  GLENDALE (1986)
 NZ0922
 NZ0922                         *CURRENT SURVEY CONTROL
 NZ0922  ___________________________________________________________________
 NZ0922* NAD 83(1986)-  42 39 53.     (N)    123 22 36.     (W)     SCALED    
 NZ0922* NAVD 88     -       527.854  (meters)    1731.80   (feet)  ADJUSTED  
 NZ0922  ___________________________________________________________________
 NZ0922  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 NZ0922  DYNAMIC HT  -         527.679 (meters)    1731.23  (feet)  COMP
 NZ0922  MODELED GRAV-     980,272.6   (mgal)                       NAVD 88
 NZ0922
 NZ0922  VERT ORDER  -  FIRST     CLASS II
 NZ0922
 NZ0922.The horizontal coordinates were scaled from a topographic map and have
 NZ0922.an estimated accuracy of +/- 6 seconds.
 NZ0922
 NZ0922.The orthometric height was determined by differential leveling
 NZ0922.and adjusted in June 1991.
 NZ0922
 NZ0922.The geoid height was determined by GEOID03.
 NZ0922
 NZ0922.The dynamic height is computed by dividing the NAVD 88
 NZ0922.geopotential number by the normal gravity value computed on the
 NZ0922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0922.degrees latitude (g = 980.6199 gals.).
 NZ0922
 NZ0922.The modeled gravity was interpolated from observed gravity values.
 NZ0922
 NZ0922;                    North         East    Units  Estimated Accuracy
 NZ0922;SPC OR S     -   114,920.    1,264,230.      MT  (+/- 180 meters Scaled)
 NZ0922
 NZ0922                          SUPERSEDED SURVEY CONTROL
 NZ0922
 NZ0922.No superseded survey control is available for this station.
 NZ0922
 NZ0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN691236(NAD 83)
 NZ0922_MARKER: DB = BENCH MARK DISK
 NZ0922_SETTING: 66 = SET IN ROCK OUTCROP
 NZ0922_SP_SET: BEDROCK
 NZ0922_STAMPING: G 748 1987
 NZ0922_MARK LOGO: NGS   
 NZ0922_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NZ0922+STABILITY: POSITION/ELEVATION WELL
 NZ0922
 NZ0922  HISTORY     - Date     Condition        Report By
 NZ0922  HISTORY     - 1987     MONUMENTED       NGS
 NZ0922
 NZ0922                          STATION DESCRIPTION
 NZ0922
 NZ0922'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 NZ0922'4.2 KM (2.60 MI) NORTH FROM SUNNY VALLEY.
 NZ0922'4.2 KM (2.60 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 5 FROM THE
 NZ0922'JUNCTION OF LARIAT DRIVE IN SUNNY VALLEY, IN AN EXPOSED AREA OF
 NZ0922'BEDROCK IN A LARGE HIGHWAY CUT, 40.1 M (131.6 FT) SOUTHEAST OF A SIGN
 NZ0922'(SMITH HILL SUMMIT), 17.3 M (56.8 FT) EAST OF THE CENTERLINE OF THE
 NZ0922'NORTHBOUND LANES OF THE HIGHWAY, AND 12.4 M (40.7 FT) SOUTHEAST OF
 NZ0922'THE SOUTHEAST END OF A GUARDRAIL.
 NZ0922'THE MARK IS 1.0 METERS  S FROM  A WITNESS POST
 NZ0922'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0756 ***********************************************************************
 PC0756  DESIGNATION -  G 749
 PC0756  PID         -  PC0756
 PC0756  STATE/COUNTY-  OR/DOUGLAS
 PC0756  USGS QUAD   -  WINCHESTER (1987)
 PC0756
 PC0756                         *CURRENT SURVEY CONTROL
 PC0756  ___________________________________________________________________
 PC0756* NAD 83(1986)-  43 15 47.     (N)    123 21 11.     (W)     SCALED    
 PC0756* NAVD 88     -       164.066  (meters)     538.27   (feet)  ADJUSTED  
 PC0756  ___________________________________________________________________
 PC0756  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 PC0756  DYNAMIC HT  -         164.033 (meters)     538.16  (feet)  COMP
 PC0756  MODELED GRAV-     980,413.4   (mgal)                       NAVD 88
 PC0756
 PC0756  VERT ORDER  -  FIRST     CLASS II
 PC0756
 PC0756.The horizontal coordinates were scaled from a topographic map and have
 PC0756.an estimated accuracy of +/- 6 seconds.
 PC0756
 PC0756.The orthometric height was determined by differential leveling
 PC0756.and adjusted in June 1991.
 PC0756
 PC0756.The geoid height was determined by GEOID03.
 PC0756
 PC0756.The dynamic height is computed by dividing the NAVD 88
 PC0756.geopotential number by the normal gravity value computed on the
 PC0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0756.degrees latitude (g = 980.6199 gals.).
 PC0756
 PC0756.The modeled gravity was interpolated from observed gravity values.
 PC0756
 PC0756;                    North         East    Units  Estimated Accuracy
 PC0756;SPC OR S     -   181,280.    1,268,420.      MT  (+/- 180 meters Scaled)
 PC0756
 PC0756                          SUPERSEDED SURVEY CONTROL
 PC0756
 PC0756.No superseded survey control is available for this station.
 PC0756
 PC0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN713900(NAD 83)
 PC0756_MARKER: I = METAL ROD
 PC0756_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PC0756_SP_SET: STAINLESS STEEL ROD
 PC0756_STAMPING: G 749 1987
 PC0756_MARK LOGO: NGS   
 PC0756_PROJECTION: FLUSH
 PC0756_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PC0756+STABILITY: POSITION/ELEVATION WELL
 PC0756_ROD/PIPE-DEPTH: 7.7  meters
 PC0756
 PC0756  HISTORY     - Date     Condition        Report By
 PC0756  HISTORY     - 1987     MONUMENTED       NGS
 PC0756
 PC0756                          STATION DESCRIPTION
 PC0756
 PC0756'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PC0756'IN WINCHESTER.
 PC0756'IN WINCHESTER, AT 4418 STATE HIGHWAY 99, 57.3 M (188.0 FT) NORTH OF
 PC0756'THE CENTER OF A PAVED ROAD, 37.3 M (122.4 FT) SOUTH OF THE SOUTHWEST
 PC0756'CORNER OF KELLER LUMBER COMPANY AT 4418 STATE HIGHWAY 99, 34.0 M
 PC0756'(111.5 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 4.6 M (15.1 FT)
 PC0756'NORTHEAST OF THE NEAR RAIL OF THE SOUTHERN PACIFIC RAILROAD, AND 1.4
 PC0756'M (4.6 FT) SOUTH-SOUTHEAST OF A UTILITY POLE. NOTE--ACCESS TO DATUM
 PC0756'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PC0756'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 PC0756'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0095 ***********************************************************************
 NZ0095  DESIGNATION -  G 75
 NZ0095  PID         -  NZ0095
 NZ0095  STATE/COUNTY-  OR/JACKSON
 NZ0095  USGS QUAD   -  SODA MOUNTAIN (1988)
 NZ0095
 NZ0095                         *CURRENT SURVEY CONTROL
 NZ0095  ___________________________________________________________________
 NZ0095* NAD 83(1986)-  42 06 32.     (N)    122 24 10.     (W)     SCALED    
 NZ0095* NAVD 88     -      1124.174  (meters)    3688.23   (feet)  ADJUSTED  
 NZ0095  ___________________________________________________________________
 NZ0095  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 NZ0095  DYNAMIC HT  -        1123.524 (meters)    3686.09  (feet)  COMP
 NZ0095  MODELED GRAV-     980,005.2   (mgal)                       NAVD 88
 NZ0095
 NZ0095  VERT ORDER  -  FIRST     CLASS II
 NZ0095
 NZ0095.The horizontal coordinates were scaled from a topographic map and have
 NZ0095.an estimated accuracy of +/- 6 seconds.
 NZ0095
 NZ0095.The orthometric height was determined by differential leveling
 NZ0095.and adjusted in June 1991.
 NZ0095
 NZ0095.The geoid height was determined by GEOID03.
 NZ0095
 NZ0095.The dynamic height is computed by dividing the NAVD 88
 NZ0095.geopotential number by the normal gravity value computed on the
 NZ0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0095.degrees latitude (g = 980.6199 gals.).
 NZ0095
 NZ0095.The modeled gravity was interpolated from observed gravity values.
 NZ0095
 NZ0095;                    North         East    Units  Estimated Accuracy
 NZ0095;SPC OR S     -    50,910.    1,342,630.      MT  (+/- 180 meters Scaled)
 NZ0095
 NZ0095                          SUPERSEDED SURVEY CONTROL
 NZ0095
 NZ0095  NGVD 29 (??/??/92) 1123.044  (m)         3684.52   (f) ADJ UNCH    1 2
 NZ0095
 NZ0095.Superseded values are not recommended for survey control.
 NZ0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0095.See file dsdata.txt to determine how the superseded data were derived.
 NZ0095
 NZ0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM493620(NAD 83)
 NZ0095_MARKER: DB = BENCH MARK DISK
 NZ0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ0095_SP_SET: SQUARE CONCRETE MONUMENT
 NZ0095_STAMPING: G 75 1931 3684.133
 NZ0095_MARK LOGO: CGS   
 NZ0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0095+STABILITY: SURFACE MOTION
 NZ0095_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NZ0095+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1988
 NZ0095
 NZ0095  HISTORY     - Date     Condition        Report By
 NZ0095  HISTORY     - 1931     MONUMENTED       CGS
 NZ0095  HISTORY     - 1982     MARK NOT FOUND   USGS
 NZ0095  HISTORY     - 19880415 GOOD             NGS
 NZ0095
 NZ0095                          STATION DESCRIPTION
 NZ0095
 NZ0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 NZ0095'IN LINCOLN.
 NZ0095'ABOUT 2.0 MILES WEST ALONG THE GREEN SPRINGS HIGHWAY (OREGON 66) FROM
 NZ0095'PINEHURST, JACKSON COUNTY, AT THE EAST EDGE OF LINCOLN, OPPOSITE THE
 NZ0095'CENTER OF A MILL POND, 8 FEET EAST OF A MILL POND, 8 FEET EAST OF A
 NZ0095'ROADWAY LEADING TO A GROUP OF HOUSES, AND 26 FEET NORTH OF THE CENTER
 NZ0095'LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED 3684.133 G 75 1931 AND
 NZ0095'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 10 INCHES ABOVE
 NZ0095'GROUND.
 NZ0095
 NZ0095                          STATION RECOVERY (1982)
 NZ0095
 NZ0095'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 NZ0095'MARK NOT FOUND.
 NZ0095
 NZ0095                          STATION RECOVERY (1988)
 NZ0095
 NZ0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 NZ0095'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.3 KM
 NZ0095'(0.20 MI) WESTERLY ALONG STATE HIGHWAY 66 FROM THE SCHOOL HOUSE IN
 NZ0095'LINCOLN, 8.1 M (26.6 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 3.8
 NZ0095'M (12.5 FT) EAST OF THE CENTER OF A DRIVEWAY LEADING NORTH TO SEVERAL
 NZ0095'CABINS, 0.9 M (3.0 FT) SOUTHEAST OF A GATE POST, 0.6 M (2.0 FT)
 NZ0095'NORTHWEST OF UNDERGROUND CABLE JUNCTION BOX NUMBER F 15301, LEVEL
 NZ0095'WITH THE HIGHWAY, AND SET IN TOP OF A CONCREET MONUMENT THAT IS FLUSH
 NZ0095'WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0726 ***********************************************************************
 OA0726  DESIGNATION -  G 750
 OA0726  PID         -  OA0726
 OA0726  STATE/COUNTY-  OR/COOS
 OA0726  USGS QUAD   -  BRIDGE (1971)
 OA0726
 OA0726                         *CURRENT SURVEY CONTROL
 OA0726  ___________________________________________________________________
 OA0726* NAD 83(1986)-  43 02 02.     (N)    124 06 58.     (W)     SCALED    
 OA0726* NAVD 88     -        19.811  (meters)      65.00   (feet)  ADJUSTED  
 OA0726  ___________________________________________________________________
 OA0726  GEOID HEIGHT-         -25.17  (meters)                     GEOID03
 OA0726  DYNAMIC HT  -          19.808 (meters)      64.99  (feet)  COMP
 OA0726  MODELED GRAV-     980,454.8   (mgal)                       NAVD 88
 OA0726
 OA0726  VERT ORDER  -  FIRST     CLASS II
 OA0726
 OA0726.The horizontal coordinates were scaled from a topographic map and have
 OA0726.an estimated accuracy of +/- 6 seconds.
 OA0726
 OA0726.The orthometric height was determined by differential leveling
 OA0726.and adjusted in June 1991.
 OA0726
 OA0726.The geoid height was determined by GEOID03.
 OA0726
 OA0726.The dynamic height is computed by dividing the NAVD 88
 OA0726.geopotential number by the normal gravity value computed on the
 OA0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0726.degrees latitude (g = 980.6199 gals.).
 OA0726
 OA0726.The modeled gravity was interpolated from observed gravity values.
 OA0726
 OA0726;                    North         East    Units  Estimated Accuracy
 OA0726;SPC OR S     -   158,240.    1,205,420.      MT  (+/- 180 meters Scaled)
 OA0726
 OA0726                          SUPERSEDED SURVEY CONTROL
 OA0726
 OA0726.No superseded survey control is available for this station.
 OA0726
 OA0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN090651(NAD 83)
 OA0726_MARKER: I = METAL ROD
 OA0726_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OA0726_SP_SET: STAINLESS STEEL ROD
 OA0726_STAMPING: G 750 1987
 OA0726_MARK LOGO: NGS   
 OA0726_PROJECTION: FLUSH
 OA0726_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OA0726_ROD/PIPE-DEPTH: 5.2  meters
 OA0726
 OA0726  HISTORY     - Date     Condition        Report By
 OA0726  HISTORY     - 1987     MONUMENTED       NGS
 OA0726  HISTORY     - 1988     GOOD             USPSQD
 OA0726  HISTORY     - 20040830 GOOD             ORDT
 OA0726
 OA0726                          STATION DESCRIPTION
 OA0726
 OA0726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 OA0726'4.3 KM (2.65 MI) SE FROM MYRTLE POINT.
 OA0726'4.3 KM (2.65 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 42 FROM THE
 OA0726'JUNCTION OF SPRUCE STREET IN MYRTLE POINT, 64.3 M (211.0 FT)
 OA0726'NORTHWEST OF THE EXTENDED CENTERLINE OF MILL CREEK ROAD, 17.4 M
 OA0726'(57.1 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 13.3 M (43.6 FT)
 OA0726'NORTHWEST OF THE CENTER OF A DRIVEWAY, AND 3.5 M (11.5 FT) NORTHEAST
 OA0726'OF A FENCE CORNER. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 OA0726'5-INCH LOGO CAP.
 OA0726'THE MARK IS 0.1 METERS  NE FROM  A WITNESS POST
 OA0726'THE MARK IS 1.6 M BELOW THE HIGHWAY.
 OA0726
 OA0726                          STATION RECOVERY (1988)
 OA0726
 OA0726'RECOVERY NOTE BY US POWER SQUADRON 1988 (AS)
 OA0726'RECOVERED IN GOOD CONDITION.
 OA0726
 OA0726                          STATION RECOVERY (2004)
 OA0726
 OA0726'RECOVERY NOTE BY OREGON DEPARTMENT OF TRANSPORTATION 2004
 OA0726'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0618 ***********************************************************************
 OA0618  DESIGNATION -  G 751
 OA0618  PID         -  OA0618
 OA0618  STATE/COUNTY-  OR/COOS
 OA0618  USGS QUAD   -  COOS BAY (1975)
 OA0618
 OA0618                         *CURRENT SURVEY CONTROL
 OA0618  ___________________________________________________________________
 OA0618* NAD 83(1986)-  43 20 48.     (N)    124 11 52.     (W)     SCALED    
 OA0618* NAVD 88     -         2.961  (meters)       9.71   (feet)  ADJUSTED  
 OA0618  ___________________________________________________________________
 OA0618  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 OA0618  DYNAMIC HT  -           2.960 (meters)       9.71  (feet)  COMP
 OA0618  MODELED GRAV-     980,481.4   (mgal)                       NAVD 88
 OA0618
 OA0618  VERT ORDER  -  FIRST     CLASS II
 OA0618
 OA0618.The horizontal coordinates were scaled from a topographic map and have
 OA0618.an estimated accuracy of +/- 6 seconds.
 OA0618
 OA0618.The orthometric height was determined by differential leveling
 OA0618.and adjusted in June 1991.
 OA0618
 OA0618.The geoid height was determined by GEOID03.
 OA0618
 OA0618.The dynamic height is computed by dividing the NAVD 88
 OA0618.geopotential number by the normal gravity value computed on the
 OA0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0618.degrees latitude (g = 980.6199 gals.).
 OA0618
 OA0618.The modeled gravity was interpolated from observed gravity values.
 OA0618
 OA0618;                    North         East    Units  Estimated Accuracy
 OA0618;SPC OR S     -   193,240.    1,200,310.      MT  (+/- 180 meters Scaled)
 OA0618
 OA0618                          SUPERSEDED SURVEY CONTROL
 OA0618
 OA0618.No superseded survey control is available for this station.
 OA0618
 OA0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP029000(NAD 83)
 OA0618_MARKER: I = METAL ROD
 OA0618_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OA0618_SP_SET: STAINLESS STEEL ROD
 OA0618_STAMPING: G 751 1987
 OA0618_MARK LOGO: NGS   
 OA0618_PROJECTION: FLUSH
 OA0618_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OA0618_ROD/PIPE-DEPTH: 23.5 meters
 OA0618
 OA0618  HISTORY     - Date     Condition        Report By
 OA0618  HISTORY     - 1987     MONUMENTED       NGS
 OA0618  HISTORY     - 1988     GOOD             USPSQD
 OA0618  HISTORY     - 19940629 GOOD             USPSQD
 OA0618
 OA0618                          STATION DESCRIPTION
 OA0618
 OA0618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 OA0618'3.3 KM (2.05 MI) SOUTH FROM COOS BAY.
 OA0618'3.3 KM (2.05 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM ITS JUNCTION
 OA0618'WITH COMMERCIAL AVENUE IN COOS BAY, 59.4 M (194.9 FT) SOUTH OF THE
 OA0618'CENTER OF LINTON AVENUE, 42.1 M (138.1 FT) NORTH OF THE CENTER OF
 OA0618'CARLISLE AVENUE, 32.6 M (107.0 FT) NORTHEAST OF THE NORTHEAST CORNER
 OA0618'OF A METAL BUILDING, 13.2 M (43.3 FT) WEST OF THE CENTERLINE OF THE
 OA0618'SOUTHBOUND LANES OF THE HIGHWAY, AND 1.1 M (3.6 FT) SOUTH OF UTILITY
 OA0618'POLE NUMBER 010606. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 OA0618'5-INCH LOGO CAP.
 OA0618'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 OA0618'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 OA0618
 OA0618                          STATION RECOVERY (1988)
 OA0618
 OA0618'RECOVERY NOTE BY US POWER SQUADRON 1988 (AS)
 OA0618'RECOVERED IN GOOD CONDITION.
 OA0618
 OA0618                          STATION RECOVERY (1994)
 OA0618
 OA0618'RECOVERY NOTE BY US POWER SQUADRON 1994
 OA0618'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1445 ***********************************************************************
 QD1445  DESIGNATION -  G 752
 QD1445  PID         -  QD1445
 QD1445  STATE/COUNTY-  OR/DESCHUTES
 QD1445  USGS QUAD   -  REDMOND (1975)
 QD1445
 QD1445                         *CURRENT SURVEY CONTROL
 QD1445  ___________________________________________________________________
 QD1445* NAD 83(1986)-  44 17 29.     (N)    121 10 24.     (W)     SCALED    
 QD1445* NAVD 88     -       907.799  (meters)    2978.34   (feet)  ADJUSTED  
 QD1445  ___________________________________________________________________
 QD1445  GEOID HEIGHT-         -21.15  (meters)                     GEOID03
 QD1445  DYNAMIC HT  -         907.502 (meters)    2977.36  (feet)  COMP
 QD1445  MODELED GRAV-     980,261.2   (mgal)                       NAVD 88
 QD1445
 QD1445  VERT ORDER  -  FIRST     CLASS II
 QD1445
 QD1445.The horizontal coordinates were scaled from a topographic map and have
 QD1445.an estimated accuracy of +/- 6 seconds.
 QD1445
 QD1445.The orthometric height was determined by differential leveling
 QD1445.and adjusted in June 1991.
 QD1445
 QD1445.The geoid height was determined by GEOID03.
 QD1445
 QD1445.The dynamic height is computed by dividing the NAVD 88
 QD1445.geopotential number by the normal gravity value computed on the
 QD1445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1445.degrees latitude (g = 980.6199 gals.).
 QD1445
 QD1445.The modeled gravity was interpolated from observed gravity values.
 QD1445
 QD1445;                    North         East    Units  Estimated Accuracy
 QD1445;SPC OR S     -   291,800.    1,446,260.      MT  (+/- 180 meters Scaled)
 QD1445
 QD1445                          SUPERSEDED SURVEY CONTROL
 QD1445
 QD1445.No superseded survey control is available for this station.
 QD1445
 QD1445_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ457058(NAD 83)
 QD1445_MARKER: I = METAL ROD
 QD1445_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QD1445+WITH SETTING: INFORMATION.
 QD1445_SP_SET: METAL ROD DRIVEN INTO GROUND
 QD1445_STAMPING: G 752 1988
 QD1445_MARK LOGO: NGS   
 QD1445_MAGNETIC: I = MARKER IS A STEEL ROD
 QD1445_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QD1445_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QD1445+SATELLITE: SATELLITE OBSERVATIONS - 1988
 QD1445
 QD1445  HISTORY     - Date     Condition        Report By
 QD1445  HISTORY     - 1988     MONUMENTED       NGS
 QD1445
 QD1445                          STATION DESCRIPTION
 QD1445
 QD1445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 QD1445'IN REDMOND, AT THE INTERSECTION OF U.S. HIGHWAY 97 AND MAPLE STREET,
 QD1445'A METAL ROD DRIVEN 0.8 METER AND FLUSH WITH THE GROUND,
 QD1445'62.5 M (205.1 FT) NORTH OF THE EXTENDED CENTER OF THE STREET, 31.7 M
 QD1445'(104.0 FT) SOUTH OF THE SOUTH ENTRANCE INTO IVANCOVICH HOMES TRAILER
 QD1445'SALES, 15.4 M (50.5 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 1.6 M
 QD1445'(5.2 FT) WEST OF A UTILITY POLE, 0.3 M (1.0 FT) SOUTH OF A FENCE, AND
 QD1445'LEVEL WITH THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 QD1445'5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1471 ***********************************************************************
 QD1471  CBN         -  This is a Cooperative Base Network Control Station.
 QD1471  DESIGNATION -  G 753
 QD1471  PID         -  QD1471
 QD1471  STATE/COUNTY-  OR/CROOK
 QD1471  USGS QUAD   -  CADLE BUTTE (1992)
 QD1471
 QD1471                         *CURRENT SURVEY CONTROL
 QD1471  ___________________________________________________________________
 QD1471* NAD 83(2007)-  44 21 11.03714(N)    120 30 33.66936(W)     ADJUSTED  
 QD1471* NAVD 88     -      1093.310  (meters)    3586.97   (feet)  ADJUSTED  
 QD1471  ___________________________________________________________________
 QD1471  EPOCH DATE  -        2007.00
 QD1471  X           -  -2,319,537.150 (meters)                     COMP
 QD1471  Y           -  -3,936,323.230 (meters)                     COMP
 QD1471  Z           -   4,436,978.560 (meters)                     COMP
 QD1471  LAPLACE CORR-           6.78  (seconds)                    DEFLEC99
 QD1471  ELLIP HEIGHT-        1073.643 (meters)          (02/10/07) ADJUSTED
 QD1471  GEOID HEIGHT-         -19.66  (meters)                     GEOID03
 QD1471  DYNAMIC HT  -        1092.918 (meters)    3585.68  (feet)  COMP
 QD1471
 QD1471  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 QD1471  Type    PID    Designation                      North   East  Ellip
 QD1471  -------------------------------------------------------------------
 QD1471  NETWORK QD1471 G 753                             0.69   0.51   1.49
 QD1471  -------------------------------------------------------------------
 QD1471  MODELED GRAV-     980,222.0   (mgal)                       NAVD 88
 QD1471
 QD1471  VERT ORDER  -  FIRST     CLASS II
 QD1471
 QD1471.The horizontal coordinates were established by GPS observations
 QD1471.and adjusted by the National Geodetic Survey in February 2007.
 QD1471
 QD1471.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 QD1471.See www.ngs.noaa.gov/NationalReadjustment for more information.
 QD1471.The horizontal coordinates are valid at the epoch date displayed above.
 QD1471.The epoch date for horizontal control is a decimal equivalence
 QD1471.of Year/Month/Day.
 QD1471
 QD1471.The orthometric height was determined by differential leveling
 QD1471.and adjusted in June 1991.
 QD1471
 QD1471.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QD1471
 QD1471.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1471
 QD1471.The ellipsoidal height was determined by GPS observations
 QD1471.and is referenced to NAD 83.
 QD1471
 QD1471.The geoid height was determined by GEOID03.
 QD1471
 QD1471.The dynamic height is computed by dividing the NAVD 88
 QD1471.geopotential number by the normal gravity value computed on the
 QD1471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1471.degrees latitude (g = 980.6199 gals.).
 QD1471
 QD1471.The modeled gravity was interpolated from observed gravity values.
 QD1471
 QD1471;                    North         East     Units Scale Factor Converg.
 QD1471;SPC OR S     -   298,436.895 1,499,254.245   MT  1.00010896   -0 00 23.0
 QD1471;SPC OR S     -   979,123.67  4,918,813.14   iFT  1.00010896   -0 00 23.0
 QD1471;UTM  10      - 4,914,105.357   698,498.992   MT  1.00008459   +1 44 30.2
 QD1471
 QD1471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1471!SPC OR S     -   0.99983168  x   1.00010896  =   0.99994062
 QD1471!UTM  10      -   0.99983168  x   1.00008459  =   0.99991626
 QD1471
 QD1471                          SUPERSEDED SURVEY CONTROL
 QD1471
 QD1471  NAD 83(1998)-  44 21 11.03587(N)    120 30 33.66780(W) AD(       ) A
 QD1471  ELLIP H (04/24/00) 1073.651  (m)                       GP(       ) 3 1
 QD1471  NAD 83(1991)-  44 21 11.03418(N)    120 30 33.66642(W) AD(       ) B
 QD1471  ELLIP H (10/13/99) 1073.778  (m)                       GP(       ) 3 1
 QD1471  NAVD 88 (10/13/99) 1093.31   (m)         3587.0    (f) LEVELING    3  
 QD1471
 QD1471.Superseded values are not recommended for survey control.
 QD1471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1471.See file dsdata.txt to determine how the superseded data were derived.
 QD1471
 QD1471_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ9849914105(NAD 83)
 QD1471_MARKER: I = METAL ROD
 QD1471_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QD1471_SP_SET: STAINLESS STEEL ROD
 QD1471_STAMPING: G 753 1988
 QD1471_MARK LOGO: NGS   
 QD1471_PROJECTION: FLUSH
 QD1471_MAGNETIC: I = MARKER IS A STEEL ROD
 QD1471_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QD1471_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QD1471+SATELLITE: SATELLITE OBSERVATIONS - April 24, 1998
 QD1471_ROD/PIPE-DEPTH: 8.2  meters
 QD1471
 QD1471  HISTORY     - Date     Condition        Report By
 QD1471  HISTORY     - 1988     MONUMENTED       NGS
 QD1471  HISTORY     - 19980424 GOOD             OR-017
 QD1471
 QD1471                          STATION DESCRIPTION
 QD1471
 QD1471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 QD1471'25.8 KM (16.05 MI) EASTERLY ALONG U.S. HIGHWAY 26 FROM THE COURTHOUSE
 QD1471'IN PRINEVILLE, THENCE 4.5 KM (2.80 MI) NORTHEASTERLY ALONG A PAVED
 QD1471'ROAD, 20.2 M (66.3 FT) NORTHEAST OF THE CENTER OF A GRAVELED ROAD
 QD1471'LEADING SOUTHEAST, 15.0 M (49.2 FT) SOUTHEAST OF THE CENTERLINE OF THE
 QD1471'ROAD, 8.0 M (26.2 FT) NORTHEAST OF A FENCE CORNER, 0.3 M (1.0 FT)
 QD1471'NORTHWEST OF A WITNESS POST AND FENCE, AND 0.3 M (1.0 FT) ABOVE THE
 QD1471'LEVEL OF THE ROAD.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 QD1471'5-INCH LOGO CAP.
 QD1471
 QD1471                          STATION RECOVERY (1998)
 QD1471
 QD1471'RECOVERY NOTE BY DESCHUTES COUNTY OREGON 1998 (WCK)
 QD1471'THE STATION IS LOCATED ABOUT 29.3 KM (18.20 MI) NORTHEAST OF
 QD1471'PRINEVILLE, IN THE EAST QUADRANT OF THE INTERSECTION OF COUNTY ROAD
 QD1471'123 AND A PRIVATE LOGGING ROAD.  OWNERSHIP--U.S. FOREST SERVICE.  TO
 QD1471'REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 26 AND STATE
 QD1471'HIGHWAY 27 (MAIN STREET) IN PRINEVILLE, GO EAST ON HIGHWAY 26 FOR
 QD1471'27.35 KM (17.00 MI) TO THE JUNCTION OF OCHOCO RANGER STATION ROAD
 QD1471'(COUNTY ROAD 123) ON THE RIGHT.  TURN RIGHT, EASTERLY, ON COUNTY ROAD
 QD1471'123 FOR 4.5 KM (2.80 MI) TO THE JUNCTION OF A PRIVATE GRAVEL LOGGING
 QD1471'ROAD ON THE RIGHT AND THE STATION.  THE STATION IS A PUNCH MARK TOP
 QD1471'CENTER OF A STAINLESS STEEL ROD DRIVEN TO REFUSAL ENCASED IN A 13 CM
 QD1471'PVC PIPE WITH NGS LOGO CAP SURROUNDED BY CONCRETE FLUSH WITH THE
 QD1471'GROUND.  THE DATUM POINT IS RECESSED 9 CM BELOW THE ACCESS COVER.  IT
 QD1471'IS 20.2 M (66.3 FT) NORTHEAST FROM THE CENTER OF THE LOGGING ROAD,
 QD1471'15.0 M (49.2 FT) SOUTHEAST FROM THE CENTER OF THE COUNTY ROAD, 8.0 M
 QD1471'(26.2 FT) NORTHEAST FROM A FENCE CORNER, 0.3 M (1.0 FT) NORTHWEST FROM
 QD1471'A WITNESS POST IN FENCE LINE, AND ABOUT 30 CM ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0628 ***********************************************************************
 OA0628  DESIGNATION -  G 754
 OA0628  PID         -  OA0628
 OA0628  STATE/COUNTY-  OR/COOS
 OA0628  USGS QUAD   -  NORTH BEND (1971)
 OA0628
 OA0628                         *CURRENT SURVEY CONTROL
 OA0628  ___________________________________________________________________
 OA0628* NAD 83(1986)-  43 24 54.     (N)    124 14 44.     (W)     SCALED    
 OA0628* NAVD 88     -         6.366  (meters)      20.89   (feet)  ADJUSTED  
 OA0628  ___________________________________________________________________
 OA0628  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 OA0628  DYNAMIC HT  -           6.365 (meters)      20.88  (feet)  COMP
 OA0628  MODELED GRAV-     980,476.0   (mgal)                       NAVD 88
 OA0628
 OA0628  VERT ORDER  -  FIRST     CLASS II
 OA0628
 OA0628.This mark is at North Bend Municipal Airport (OTH)
 OA0628
 OA0628.The horizontal coordinates were scaled from a topographic map and have
 OA0628.an estimated accuracy of +/- 6 seconds.
 OA0628
 OA0628.The orthometric height was determined by differential leveling
 OA0628.and adjusted in June 1991.
 OA0628
 OA0628.The geoid height was determined by GEOID03.
 OA0628
 OA0628.The dynamic height is computed by dividing the NAVD 88
 OA0628.geopotential number by the normal gravity value computed on the
 OA0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0628.degrees latitude (g = 980.6199 gals.).
 OA0628
 OA0628.The modeled gravity was interpolated from observed gravity values.
 OA0628
 OA0628;                    North         East    Units  Estimated Accuracy
 OA0628;SPC OR S     -   200,990.    1,196,780.      MT  (+/- 180 meters Scaled)
 OA0628
 OA0628                          SUPERSEDED SURVEY CONTROL
 OA0628
 OA0628.No superseded survey control is available for this station.
 OA0628
 OA0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCP991076(NAD 83)
 OA0628_MARKER: I = METAL ROD
 OA0628_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OA0628_SP_SET: STAINLESS STEEL ROD
 OA0628_STAMPING: G 754 1988
 OA0628_MARK LOGO: NGS   
 OA0628_PROJECTION: FLUSH
 OA0628_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OA0628_ROD/PIPE-DEPTH: 12.8 meters
 OA0628
 OA0628  HISTORY     - Date     Condition        Report By
 OA0628  HISTORY     - 1988     MONUMENTED       NGS
 OA0628  HISTORY     - 19940629 GOOD             USPSQD
 OA0628  HISTORY     - 20070125 MARK NOT FOUND   USPSQD
 OA0628
 OA0628                          STATION DESCRIPTION
 OA0628
 OA0628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 OA0628'IN NORTH BEND.
 OA0628'IN NORTH BEND, AT 1379 EAST AIRPORT WAY, 19.7 M (64.6 FT) NORTHWEST OF
 OA0628'THE NORTHWEST CORNER OF A LONG WOOD BUILDING, 15.2 M (49.9 FT)
 OA0628'NORTHEAST OF THE CENTER OF EAST AIRPORT WAY, 3.8 M (12.5 FT) SOUTH OF
 OA0628'THE SOUTH CORNER OF AIRPORT FIRE STATION BUILDING AT 1379 EAST
 OA0628'AIRPORT WAY, 2.0 M (6.6 FT) SOUTHEAST OF A FENCE CORNER, AND 0.3 M
 OA0628'(1.0 FT) NORTHEAST OF A CHAIN LINK FENCE. NOTE--ACCESS TO DATUM POINT
 OA0628'IS HAD THROUGH A 5-INCH LOGO CAP.
 OA0628'THE MARK IS 0.2 M ABOVE EAST AIRPORT WAY.
 OA0628
 OA0628                          STATION RECOVERY (1994)
 OA0628
 OA0628'RECOVERY NOTE BY US POWER SQUADRON 1994
 OA0628'RECOVERED IN GOOD CONDITION.
 OA0628
 OA0628                          STATION RECOVERY (2007)
 OA0628
 OA0628'RECOVERY NOTE BY US POWER SQUADRON 2007 (AES)
 OA0628'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0683 ***********************************************************************
 OA0683  DESIGNATION -  G 755
 OA0683  PID         -  OA0683
 OA0683  STATE/COUNTY-  OR/DOUGLAS
 OA0683  USGS QUAD   -  REEDSPORT (1985)
 OA0683
 OA0683                         *CURRENT SURVEY CONTROL
 OA0683  ___________________________________________________________________
 OA0683* NAD 83(1986)-  43 42 04.     (N)    124 06 27.     (W)     SCALED    
 OA0683* NAVD 88     -         3.394  (meters)      11.14   (feet)  ADJUSTED  
 OA0683  ___________________________________________________________________
 OA0683  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 OA0683  DYNAMIC HT  -           3.394 (meters)      11.14  (feet)  COMP
 OA0683  MODELED GRAV-     980,521.8   (mgal)                       NAVD 88
 OA0683
 OA0683  VERT ORDER  -  FIRST     CLASS II
 OA0683
 OA0683.The horizontal coordinates were scaled from a topographic map and have
 OA0683.an estimated accuracy of +/- 6 seconds.
 OA0683
 OA0683.The orthometric height was determined by differential leveling
 OA0683.and adjusted in June 1991.
 OA0683
 OA0683.The geoid height was determined by GEOID03.
 OA0683
 OA0683.The dynamic height is computed by dividing the NAVD 88
 OA0683.geopotential number by the normal gravity value computed on the
 OA0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0683.degrees latitude (g = 980.6199 gals.).
 OA0683
 OA0683.The modeled gravity was interpolated from observed gravity values.
 OA0683
 OA0683;                    North         East    Units  Estimated Accuracy
 OA0683;SPC OR S     -   232,260.    1,209,320.      MT  (+/- 180 meters Scaled)
 OA0683
 OA0683                          SUPERSEDED SURVEY CONTROL
 OA0683
 OA0683.No superseded survey control is available for this station.
 OA0683
 OA0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP107392(NAD 83)
 OA0683_MARKER: I = METAL ROD
 OA0683_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OA0683_SP_SET: STAINLESS STEEL ROD
 OA0683_STAMPING: G 755 1988
 OA0683_MARK LOGO: NGS   
 OA0683_PROJECTION: RECESSED 2 CENTIMETERS
 OA0683_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OA0683_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OA0683+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2002
 OA0683_ROD/PIPE-DEPTH: 12.8 meters
 OA0683
 OA0683  HISTORY     - Date     Condition        Report By
 OA0683  HISTORY     - 1988     MONUMENTED       NGS
 OA0683  HISTORY     - 19910123 GOOD             NGS
 OA0683  HISTORY     - 20020804 GOOD             USPSQD
 OA0683
 OA0683                          STATION DESCRIPTION
 OA0683
 OA0683'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 OA0683'IN REEDSPORT.
 OA0683'IN REEDSPORT, AT THE INTERSECTION OF U.S. HIGHWAY 101 AND HAWTHORNE
 OA0683'AVENUE, 17.8 M (58.4 FT) SOUTHEAST OF THE CENTERLINE OF THE
 OA0683'NORTHBOUND LANES OF THE HIGHWAY, 11.9 M (39.0 FT) SOUTHWEST OF THE
 OA0683'CENTER OF THE AVENUE, 7.3 M (24.0 FT) NORTHWEST OF THE EXTENDED
 OA0683'CENTER OF 11TH STREET, 4.3 M (14.1 FT) NORTHWEST OF A CHAIN LINK
 OA0683'FENCE, AND 1.5 M (4.9 FT) SOUTHEAST OF UTILITY POLE NUMBER AF 34739.
 OA0683'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OA0683'THE MARK IS 0.6 M ABOVE THE AVENUE.
 OA0683
 OA0683                          STATION RECOVERY (1991)
 OA0683
 OA0683'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OA0683'RECOVERED IN GOOD CONDITION.
 OA0683
 OA0683                          STATION RECOVERY (2002)
 OA0683
 OA0683'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 OA0683' 
 OA0683' 
 OA0683' 
 OA0683' 
 OA0683' 
 OA0683' 
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0744 ***********************************************************************
 OA0744  DESIGNATION -  G 756
 OA0744  PID         -  OA0744
 OA0744  STATE/COUNTY-  OR/COOS
 OA0744  USGS QUAD   -  RIVERTON (1975)
 OA0744
 OA0744                         *CURRENT SURVEY CONTROL
 OA0744  ___________________________________________________________________
 OA0744* NAD 83(1986)-  43 09 24.     (N)    124 16 30.     (W)     SCALED    
 OA0744* NAVD 88     -         5.923  (meters)      19.43   (feet)  ADJUSTED  
 OA0744  ___________________________________________________________________
 OA0744  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 OA0744  DYNAMIC HT  -           5.922 (meters)      19.43  (feet)  COMP
 OA0744  MODELED GRAV-     980,447.4   (mgal)                       NAVD 88
 OA0744
 OA0744  VERT ORDER  -  FIRST     CLASS II
 OA0744
 OA0744.The horizontal coordinates were scaled from a topographic map and have
 OA0744.an estimated accuracy of +/- 6 seconds.
 OA0744
 OA0744.The orthometric height was determined by differential leveling
 OA0744.and adjusted in June 1991.
 OA0744
 OA0744.The geoid height was determined by GEOID03.
 OA0744
 OA0744.The dynamic height is computed by dividing the NAVD 88
 OA0744.geopotential number by the normal gravity value computed on the
 OA0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0744.degrees latitude (g = 980.6199 gals.).
 OA0744
 OA0744.The modeled gravity was interpolated from observed gravity values.
 OA0744
 OA0744;                    North         East    Units  Estimated Accuracy
 OA0744;SPC OR S     -   172,430.    1,193,100.      MT  (+/- 180 meters Scaled)
 OA0744
 OA0744                          SUPERSEDED SURVEY CONTROL
 OA0744
 OA0744.No superseded survey control is available for this station.
 OA0744
 OA0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN963790(NAD 83)
 OA0744_MARKER: I = METAL ROD
 OA0744_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OA0744_SP_SET: STAINLESS STEEL ROD
 OA0744_STAMPING: G 756 1988
 OA0744_MARK LOGO: NGS   
 OA0744_PROJECTION: FLUSH
 OA0744_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OA0744_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OA0744+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2002
 OA0744_ROD/PIPE-DEPTH: 7.1  meters
 OA0744
 OA0744  HISTORY     - Date     Condition        Report By
 OA0744  HISTORY     - 1988     MONUMENTED       NGS
 OA0744  HISTORY     - 20020721 GOOD             USPSQD
 OA0744
 OA0744                          STATION DESCRIPTION
 OA0744
 OA0744'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 OA0744'10.1 KM (6.30 MI) SW FROM COQUILLE.
 OA0744'10.1 KM (6.30 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 42 FROM THE
 OA0744'JUNCTION OF STATE HIGHWAY 44 IN COQUILLE, 21.3 M (69.9 FT) WEST OF
 OA0744'THE CENTERLINE OF THE HIGHWAY, 6.1 M (20.0 FT) SOUTH OF THE CENTER OF
 OA0744'A DRIVEWAY, 4.2 M (13.8 FT) NORTH OF THE SOUTH ENTRANCE INTO THE
 OA0744'PHILIP CLAWSON WOODSHOP, AND 1.0 M (3.3 FT) SOUTH OF UTILITY POLE
 OA0744'NUMBER 082301. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 OA0744'LOGO CAP.
 OA0744'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 OA0744
 OA0744                          STATION RECOVERY (2002)
 OA0744
 OA0744'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 OA0744'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0772 ***********************************************************************
 OA0772  DESIGNATION -  G 757
 OA0772  PID         -  OA0772
 OA0772  STATE/COUNTY-  OR/CURRY
 OA0772  USGS QUAD   -  SIXES (1996)
 OA0772
 OA0772                         *CURRENT SURVEY CONTROL
 OA0772  ___________________________________________________________________
 OA0772* NAD 83(1986)-  42 50 04.     (N)    124 28 43.     (W)     SCALED    
 OA0772* NAVD 88     -        34.069  (meters)     111.77   (feet)  ADJUSTED  
 OA0772  ___________________________________________________________________
 OA0772  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 OA0772  DYNAMIC HT  -          34.062 (meters)     111.75  (feet)  COMP
 OA0772  MODELED GRAV-     980,418.7   (mgal)                       NAVD 88
 OA0772
 OA0772  VERT ORDER  -  FIRST     CLASS II
 OA0772
 OA0772.The horizontal coordinates were scaled from a topographic map and have
 OA0772.an estimated accuracy of +/- 6 seconds.
 OA0772
 OA0772.The orthometric height was determined by differential leveling
 OA0772.and adjusted in June 1991.
 OA0772
 OA0772.The geoid height was determined by GEOID03.
 OA0772
 OA0772.The dynamic height is computed by dividing the NAVD 88
 OA0772.geopotential number by the normal gravity value computed on the
 OA0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0772.degrees latitude (g = 980.6199 gals.).
 OA0772
 OA0772.The modeled gravity was interpolated from observed gravity values.
 OA0772
 OA0772;                    North         East    Units  Estimated Accuracy
 OA0772;SPC OR S     -   137,440.    1,174,860.      MT  (+/- 180 meters Scaled)
 OA0772
 OA0772                          SUPERSEDED SURVEY CONTROL
 OA0772
 OA0772.No superseded survey control is available for this station.
 OA0772
 OA0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN791434(NAD 83)
 OA0772_MARKER: I = METAL ROD
 OA0772_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OA0772_SP_SET: STAINLESS STEEL ROD
 OA0772_STAMPING: G 757 1988
 OA0772_MARK LOGO: NGS   
 OA0772_PROJECTION: FLUSH
 OA0772_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OA0772_ROD/PIPE-DEPTH: 5.7  meters
 OA0772
 OA0772  HISTORY     - Date     Condition        Report By
 OA0772  HISTORY     - 1988     MONUMENTED       NGS
 OA0772  HISTORY     - 20020507 GOOD             USPSQD
 OA0772
 OA0772                          STATION DESCRIPTION
 OA0772
 OA0772'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 OA0772'10.4 KM (6.45 MI) NORTH FROM PORT ORFORD.
 OA0772'10.4 KM (6.45 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION
 OA0772'OF HARBOR DRIVE IN PORT ORFORD, 26.3 KM (16.35 MI) WEST OF THE
 OA0772'CENTERLINE OF THE HIGHWAY, 6.0 M (19.7 FT) NORTHEAST OF THE CENTER OF
 OA0772'A GATE, AND 4.6 M (15.1 FT) NORTH OF THE CENTER OF A DRIVEWAY LEADING
 OA0772'TO HOUSE NUMBER 45088. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 OA0772'5-INCH LOGO CAP.
 OA0772'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 OA0772'THE MARK IS ABOVE LEVEL WITH THE DRIVEWAY.
 OA0772
 OA0772                          STATION RECOVERY (2002)
 OA0772
 OA0772'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 OA0772'CORRECTED DISTANCE FROM ROAD CENTER LINE IS 86 FEET
 OA0772' ( 26.3 METERS NOT KM ).
 OA0772' 
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0805 ***********************************************************************
 OA0805  DESIGNATION -  G 758
 OA0805  PID         -  OA0805
 OA0805  STATE/COUNTY-  OR/CURRY
 OA0805  USGS QUAD   -  PORT ORFORD (1996)
 OA0805
 OA0805                         *CURRENT SURVEY CONTROL
 OA0805  ___________________________________________________________________
 OA0805* NAD 83(1986)-  42 40 10.     (N)    124 25 04.     (W)     SCALED    
 OA0805* NAVD 88     -        50.303  (meters)     165.04   (feet)  ADJUSTED  
 OA0805  ___________________________________________________________________
 OA0805  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 OA0805  DYNAMIC HT  -          50.291 (meters)     165.00  (feet)  COMP
 OA0805  MODELED GRAV-     980,383.7   (mgal)                       NAVD 88
 OA0805
 OA0805  VERT ORDER  -  FIRST     CLASS II
 OA0805
 OA0805.The horizontal coordinates were scaled from a topographic map and have
 OA0805.an estimated accuracy of +/- 6 seconds.
 OA0805
 OA0805.The orthometric height was determined by differential leveling
 OA0805.and adjusted in June 1991.
 OA0805
 OA0805.The geoid height was determined by GEOID03.
 OA0805
 OA0805.The dynamic height is computed by dividing the NAVD 88
 OA0805.geopotential number by the normal gravity value computed on the
 OA0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0805.degrees latitude (g = 980.6199 gals.).
 OA0805
 OA0805.The modeled gravity was interpolated from observed gravity values.
 OA0805
 OA0805;                    North         East    Units  Estimated Accuracy
 OA0805;SPC OR S     -   118,900.    1,178,970.      MT  (+/- 180 meters Scaled)
 OA0805
 OA0805                          SUPERSEDED SURVEY CONTROL
 OA0805
 OA0805.No superseded survey control is available for this station.
 OA0805
 OA0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN838250(NAD 83)
 OA0805_MARKER: I = METAL ROD
 OA0805_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OA0805_SP_SET: STAINLESS STEEL ROD
 OA0805_STAMPING: G 758 1988
 OA0805_MARK LOGO: NGS   
 OA0805_PROJECTION: FLUSH
 OA0805_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OA0805_ROD/PIPE-DEPTH: 4.6  meters
 OA0805
 OA0805  HISTORY     - Date     Condition        Report By
 OA0805  HISTORY     - 1988     MONUMENTED       NGS
 OA0805
 OA0805                          STATION DESCRIPTION
 OA0805
 OA0805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 OA0805'12.7 KM (7.90 MI) SOUTH FROM PORT ORFORD.
 OA0805'12.7 KM (7.90 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION
 OA0805'OF HARBOR DRIVE IN PORT ORFORD, 19.3 M (63.3 FT) NORTHEAST OF THE
 OA0805'CENTERLINE OF THE HIGHWAY, 12.0 M (39.4 FT) SOUTHWEST OF UTILITY POLE
 OA0805'NUMBER 4-153, AND 6.2 M (20.3 FT) NORTHWEST OF THE CENTER OF A FIELD
 OA0805'ENTRANCE. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 OA0805'CAP.
 OA0805'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 OA0805'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0867 ***********************************************************************
 OA0867  DESIGNATION -  G 759
 OA0867  PID         -  OA0867
 OA0867  STATE/COUNTY-  OR/CURRY
 OA0867  USGS QUAD   -  BROOKINGS (1986)
 OA0867
 OA0867                         *CURRENT SURVEY CONTROL
 OA0867  ___________________________________________________________________
 OA0867* NAD 83(1986)-  42 05 08.     (N)    124 18 28.     (W)     SCALED    
 OA0867* NAVD 88     -        92.160  (meters)     302.36   (feet)  ADJUSTED  
 OA0867  ___________________________________________________________________
 OA0867  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 OA0867  DYNAMIC HT  -          92.132 (meters)     302.27  (feet)  COMP
 OA0867  MODELED GRAV-     980,311.6   (mgal)                       NAVD 88
 OA0867
 OA0867  VERT ORDER  -  FIRST     CLASS II
 OA0867
 OA0867.The horizontal coordinates were scaled from a topographic map and have
 OA0867.an estimated accuracy of +/- 6 seconds.
 OA0867
 OA0867.The orthometric height was determined by differential leveling
 OA0867.and adjusted in June 1991.
 OA0867
 OA0867.The geoid height was determined by GEOID03.
 OA0867
 OA0867.The dynamic height is computed by dividing the NAVD 88
 OA0867.geopotential number by the normal gravity value computed on the
 OA0867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0867.degrees latitude (g = 980.6199 gals.).
 OA0867
 OA0867.The modeled gravity was interpolated from observed gravity values.
 OA0867
 OA0867;                    North         East    Units  Estimated Accuracy
 OA0867;SPC OR S     -    53,700.    1,185,030.      MT  (+/- 180 meters Scaled)
 OA0867
 OA0867                          SUPERSEDED SURVEY CONTROL
 OA0867
 OA0867.No superseded survey control is available for this station.
 OA0867
 OA0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCM918601(NAD 83)
 OA0867_MARKER: DB = BENCH MARK DISK
 OA0867_SETTING: 66 = SET IN ROCK OUTCROP
 OA0867_SP_SET: BEDROCK
 OA0867_STAMPING: G 759 1988
 OA0867_MARK LOGO: NGS   
 OA0867_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OA0867+STABILITY: POSITION/ELEVATION WELL
 OA0867
 OA0867  HISTORY     - Date     Condition        Report By
 OA0867  HISTORY     - 1988     MONUMENTED       NGS
 OA0867
 OA0867                          STATION DESCRIPTION
 OA0867
 OA0867'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 OA0867'4.9 KM (3.05 MI) NORTH FROM BROOKINGS.
 OA0867'3.8 KM (2.35 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE
 OA0867'IN BROOKINGS, THENCE 1.1 KM (0.70 MI) NORTHERLY ALONG CARPENTERVILLE
 OA0867'ROAD, NEAR THE CENTER OF A 8 BY 100 FOOT EXPOSED AREA OF BEDROCK IN A
 OA0867'HIGHWAY CUT, 86.6 M (284.1 FT) NORTHEAST OF THE CENTER OF A DRIVEWAY
 OA0867'LEADING SOUTHEAST TO BROOKINGS AUTO SALVAGE, 16.3 M (53.5 FT)
 OA0867'NORTHEAST OF AN UNDERGROUND CABLE JUNCTION BOX LETTERED SP, AND 5.5 M
 OA0867'(18.0 FT) SOUTHEAST OF THE CENTERLINE OF THE ROAD.
 OA0867'THE MARK IS 1.0 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0498 ***********************************************************************
 PC0498  DESIGNATION -  G 76
 PC0498  PID         -  PC0498
 PC0498  STATE/COUNTY-  OR/DOUGLAS
 PC0498  USGS QUAD   -  WINSTON (1987)
 PC0498
 PC0498                         *CURRENT SURVEY CONTROL
 PC0498  ___________________________________________________________________
 PC0498* NAD 83(1986)-  43 06 21.     (N)    123 27 54.     (W)     SCALED    
 PC0498* NAVD 88     -       191.484  (meters)     628.23   (feet)  ADJUSTED  
 PC0498  ___________________________________________________________________
 PC0498  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 PC0498  DYNAMIC HT  -         191.438 (meters)     628.08  (feet)  COMP
 PC0498  MODELED GRAV-     980,376.5   (mgal)                       NAVD 88
 PC0498
 PC0498  VERT ORDER  -  FIRST     CLASS II
 PC0498
 PC0498.The horizontal coordinates were scaled from a topographic map and have
 PC0498.an estimated accuracy of +/- 6 seconds.
 PC0498
 PC0498.The orthometric height was determined by differential leveling
 PC0498.and adjusted in June 1991.
 PC0498
 PC0498.The geoid height was determined by GEOID03.
 PC0498
 PC0498.The dynamic height is computed by dividing the NAVD 88
 PC0498.geopotential number by the normal gravity value computed on the
 PC0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0498.degrees latitude (g = 980.6199 gals.).
 PC0498
 PC0498.The modeled gravity was interpolated from observed gravity values.
 PC0498
 PC0498;                    North         East    Units  Estimated Accuracy
 PC0498;SPC OR S     -   164,140.    1,258,720.      MT  (+/- 180 meters Scaled)
 PC0498
 PC0498                          SUPERSEDED SURVEY CONTROL
 PC0498
 PC0498  NGVD 29 (??/??/92)  190.427  (m)          624.76   (f) ADJ UNCH    1 2
 PC0498
 PC0498.Superseded values are not recommended for survey control.
 PC0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0498.See file dsdata.txt to determine how the superseded data were derived.
 PC0498
 PC0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN621726(NAD 83)
 PC0498_MARKER: DB = BENCH MARK DISK
 PC0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0498_SP_SET: CONCRETE POST
 PC0498_STAMPING: G 76 1931
 PC0498_MARK LOGO: CGS   
 PC0498_PROJECTION: PROJECTING 22 CENTIMETERS
 PC0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0498+STABILITY: SURFACE MOTION
 PC0498
 PC0498  HISTORY     - Date     Condition        Report By
 PC0498  HISTORY     - 1931     MONUMENTED       CGS
 PC0498  HISTORY     - 1962     GOOD             NGS
 PC0498  HISTORY     - 1987     GOOD             NGS
 PC0498
 PC0498                          STATION DESCRIPTION
 PC0498
 PC0498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 PC0498'2.8 MI W FROM WINSTON.
 PC0498'REACHED FROM THE Y-JUNCTION OF OLD U.S. HIGHWAY 99 AND STATE HIGHWAY
 PC0498'42 AT WINSTON GO WEST ON STATE HIGHWAY 42 FOR ABOUT 2.8 MILES TO A
 PC0498'HIGHWAY TRAFFIC COUNTER ON THE LEFT, SOUTH.  BENCH MARK IS ABOUT 110
 PC0498'FEET WEST, 27 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY AND ABOUT
 PC0498'THE SAME ELEVATION, 2 FEET NORTH OF THE SOUTH RIGHT OF WAY FENCE,
 PC0498'OPPOSITE A 7-FOOT CUT BANK, AND 1 FOOT EAST OF A METAL WITNESS POST.
 PC0498
 PC0498                          STATION RECOVERY (1987)
 PC0498
 PC0498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PC0498'RECOVERED IN GOOD CONDITION.  A NEW DESCRITION FOLLOWS.  4.6 KM
 PC0498'(2.85 MI) WESTERLY ALONG STATE HIGHWAY 42 FROM THE JUNCTION OF STATE
 PC0498'HIGHWAY 99 IN WINSTON, 80.0 M (262.5 FT) EAST OF THE EXTENDED CENTER
 PC0498'OF A DRIVEWAY, 40.0 M (131.2 FT) WEST OF UTILITY POLE NUMBER 1 17,
 PC0498'7.9 M (25.9 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 0.7 M
 PC0498'(2.3 FT) NORTH OF A FENCE.
 PC0498'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 PC0498'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0979 ***********************************************************************
 NZ0979  DESIGNATION -  G 760
 NZ0979  PID         -  NZ0979
 NZ0979  STATE/COUNTY-  OR/JACKSON
 NZ0979  USGS QUAD   -  EMIGRANT LAKE (1983)
 NZ0979
 NZ0979                         *CURRENT SURVEY CONTROL
 NZ0979  ___________________________________________________________________
 NZ0979* NAD 83(1986)-  42 07 53.     (N)    122 36 22.     (W)     SCALED    
 NZ0979* NAVD 88     -       695.047  (meters)    2280.33   (feet)  ADJUSTED  
 NZ0979  ___________________________________________________________________
 NZ0979  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 NZ0979  DYNAMIC HT  -         694.692 (meters)    2279.17  (feet)  COMP
 NZ0979  MODELED GRAV-     980,090.2   (mgal)                       NAVD 88
 NZ0979
 NZ0979  VERT ORDER  -  FIRST     CLASS II
 NZ0979
 NZ0979.The horizontal coordinates were scaled from a topographic map and have
 NZ0979.an estimated accuracy of +/- 6 seconds.
 NZ0979
 NZ0979.The orthometric height was determined by differential leveling
 NZ0979.and adjusted in June 1991.
 NZ0979
 NZ0979.The geoid height was determined by GEOID03.
 NZ0979
 NZ0979.The dynamic height is computed by dividing the NAVD 88
 NZ0979.geopotential number by the normal gravity value computed on the
 NZ0979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0979.degrees latitude (g = 980.6199 gals.).
 NZ0979
 NZ0979.The modeled gravity was interpolated from observed gravity values.
 NZ0979
 NZ0979;                    North         East    Units  Estimated Accuracy
 NZ0979;SPC OR S     -    53,810.    1,325,880.      MT  (+/- 180 meters Scaled)
 NZ0979
 NZ0979                          SUPERSEDED SURVEY CONTROL
 NZ0979
 NZ0979.No superseded survey control is available for this station.
 NZ0979
 NZ0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM325644(NAD 83)
 NZ0979_MARKER: DV = VERTICAL CONTROL DISK
 NZ0979_SETTING: 66 = SET IN ROCK OUTCROP
 NZ0979_SP_SET: IN A DRILL HOLE IN BEDROCK
 NZ0979_STAMPING: G 760 1988
 NZ0979_MARK LOGO: NGS   
 NZ0979_MAGNETIC: N = NO MAGNETIC MATERIAL
 NZ0979_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NZ0979+STABILITY: POSITION/ELEVATION WELL
 NZ0979_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NZ0979+SATELLITE: SATELLITE OBSERVATIONS - 1988
 NZ0979
 NZ0979  HISTORY     - Date     Condition        Report By
 NZ0979  HISTORY     - 1988     MONUMENTED       NGS
 NZ0979
 NZ0979                          STATION DESCRIPTION
 NZ0979
 NZ0979'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 NZ0979'9.0 KM (5.60 MI) EASTERLY ALONG STATE HIGHWAY 66 FROM THE JUNCTION OF
 NZ0979'INTERSTATE HIGHWAY 5 IN ASHLAND, NEAR THE CENTER OF A 2 BY 4 FOOT
 NZ0979'EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 0.55 KM (0.35 MI) EAST OF
 NZ0979'THE INTERSECTION OF OLD SISKIYOU HIGHWAY, 16.1 M (52.8 FT) WEST OF
 NZ0979'THE CENTER OF A DRIVEWAY LEADING TO 17528 HIGHWAY 66, 8.2 M (26.9 FT)
 NZ0979'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 1.5 M (4.9 FT) ABOVE THE
 NZ0979'LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0381 ***********************************************************************
 OA0381  DESIGNATION -  G 78
 OA0381  PID         -  OA0381
 OA0381  STATE/COUNTY-  OR/LANE
 OA0381  USGS QUAD   -  FLORENCE (1984)
 OA0381
 OA0381                         *CURRENT SURVEY CONTROL
 OA0381  ___________________________________________________________________
 OA0381* NAD 83(1986)-  43 58 08.     (N)    124 06 25.     (W)     SCALED    
 OA0381* NAVD 88     -         3.982  (meters)      13.06   (feet)  ADJUSTED  
 OA0381  ___________________________________________________________________
 OA0381  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 OA0381  DYNAMIC HT  -           3.982 (meters)      13.06  (feet)  COMP
 OA0381  MODELED GRAV-     980,534.0   (mgal)                       NAVD 88
 OA0381
 OA0381  VERT ORDER  -  FIRST     CLASS II
 OA0381
 OA0381.The horizontal coordinates were scaled from a topographic map and have
 OA0381.an estimated accuracy of +/- 6 seconds.
 OA0381
 OA0381.The orthometric height was determined by differential leveling
 OA0381.and adjusted in June 1991.
 OA0381
 OA0381.The geoid height was determined by GEOID03.
 OA0381
 OA0381.The dynamic height is computed by dividing the NAVD 88
 OA0381.geopotential number by the normal gravity value computed on the
 OA0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0381.degrees latitude (g = 980.6199 gals.).
 OA0381
 OA0381.The modeled gravity was interpolated from observed gravity values.
 OA0381
 OA0381;                    North         East    Units  Estimated Accuracy
 OA0381;SPC OR S     -   261,980.    1,210,640.      MT  (+/- 180 meters Scaled)
 OA0381
 OA0381                          SUPERSEDED SURVEY CONTROL
 OA0381
 OA0381  NGVD 29 (??/??/92)    2.927  (m)            9.60   (f) ADJ UNCH    1 2
 OA0381
 OA0381.Superseded values are not recommended for survey control.
 OA0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0381.See file dsdata.txt to determine how the superseded data were derived.
 OA0381
 OA0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP112690(NAD 83)
 OA0381_MARKER: DB = BENCH MARK DISK
 OA0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA0381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OA0381_STAMPING: G 78 1933
 OA0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0381+STABILITY: SURFACE MOTION
 OA0381
 OA0381  HISTORY     - Date     Condition        Report By
 OA0381  HISTORY     - 1934     MONUMENTED       CGS
 OA0381  HISTORY     - 1955     MARK NOT FOUND   NGS
 OA0381  HISTORY     - 20021125 MARK NOT FOUND   USPSQD
 OA0381
 OA0381                          STATION DESCRIPTION
 OA0381
 OA0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OA0381'IN FLORENCE.
 OA0381'375 FEET WEST ON KYLES STORE, ON NORTH SIDE OF CROSS STREET JUST WEST
 OA0381'OF FIRST PARALLEL STREET TO OREGON COAST HIGHWAY.  ACROSS FROM OLD
 OA0381'THEATRE.
 OA0381
 OA0381                          STATION RECOVERY (1955)
 OA0381
 OA0381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 OA0381'MARK NOT FOUND.
 OA0381
 OA0381                          STATION RECOVERY (2002)
 OA0381
 OA0381'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 OA0381'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0969 ***********************************************************************
 NZ0969  DESIGNATION -  G 783
 NZ0969  PID         -  NZ0969
 NZ0969  STATE/COUNTY-  OR/JACKSON
 NZ0969  USGS QUAD   -  SISKIYOU PASS (1983)
 NZ0969
 NZ0969                         *CURRENT SURVEY CONTROL
 NZ0969  ___________________________________________________________________
 NZ0969* NAD 83(1986)-  42 05 40.     (N)    122 36 21.     (W)     SCALED    
 NZ0969* NAVD 88     -      1079.693  (meters)    3542.29   (feet)  ADJUSTED  
 NZ0969  ___________________________________________________________________
 NZ0969  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 NZ0969  DYNAMIC HT  -        1079.075 (meters)    3540.27  (feet)  COMP
 NZ0969  MODELED GRAV-     980,012.8   (mgal)                       NAVD 88
 NZ0969
 NZ0969  VERT ORDER  -  FIRST     CLASS II
 NZ0969
 NZ0969.The horizontal coordinates were scaled from a topographic map and have
 NZ0969.an estimated accuracy of +/- 6 seconds.
 NZ0969
 NZ0969.The orthometric height was determined by differential leveling
 NZ0969.and adjusted in June 1991.
 NZ0969
 NZ0969.The geoid height was determined by GEOID03.
 NZ0969
 NZ0969.The dynamic height is computed by dividing the NAVD 88
 NZ0969.geopotential number by the normal gravity value computed on the
 NZ0969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0969.degrees latitude (g = 980.6199 gals.).
 NZ0969
 NZ0969.The modeled gravity was interpolated from observed gravity values.
 NZ0969
 NZ0969;                    North         East    Units  Estimated Accuracy
 NZ0969;SPC OR S     -    49,710.    1,325,800.      MT  (+/- 180 meters Scaled)
 NZ0969
 NZ0969                          SUPERSEDED SURVEY CONTROL
 NZ0969
 NZ0969.No superseded survey control is available for this station.
 NZ0969
 NZ0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM325603(NAD 83)
 NZ0969_MARKER: DB = BENCH MARK DISK
 NZ0969_SETTING: 66 = SET IN ROCK OUTCROP
 NZ0969_SP_SET: BEDROCK
 NZ0969_STAMPING: G 783 1988
 NZ0969_MARK LOGO: NGS   
 NZ0969_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NZ0969+STABILITY: POSITION/ELEVATION WELL
 NZ0969
 NZ0969  HISTORY     - Date     Condition        Report By
 NZ0969  HISTORY     - 1988     MONUMENTED       NGS
 NZ0969
 NZ0969                          STATION DESCRIPTION
 NZ0969
 NZ0969'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 NZ0969'11.5 KM (7.15 MI) SOUTH FROM ASHLAND.
 NZ0969'11.5 KM (7.15 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 5 FROM ITS
 NZ0969'JUNCTION WITH STATE HIGHWAY 66 IN ASHLAND, IN AN EXPOSED AREA OF
 NZ0969'BEDROCK IN A HIGHWAY CUT, 75.0 M (246.1 FT) SOUTHEAST OF THE CENTER
 NZ0969'OF A RAILROAD OVERPASS, 16.7 M (54.8 FT) SOUTHWEST OF THE CENTERLINE
 NZ0969'OF THE SOUTHBOUND LANES OF THE HIGHWAY, AND 2.3 M (7.5 FT) SOUTHEAST
 NZ0969'OF THE NORTHWEST END OF THE BEDROCK.
 NZ0969'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 NZ0969'THE MARK IS 1.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1009 ***********************************************************************
 NZ1009  DESIGNATION -  G 784
 NZ1009  PID         -  NZ1009
 NZ1009  STATE/COUNTY-  OR/KLAMATH
 NZ1009  USGS QUAD   -  SURVEYOR MOUNTAIN (1985)
 NZ1009
 NZ1009                         *CURRENT SURVEY CONTROL
 NZ1009  ___________________________________________________________________
 NZ1009* NAD 83(1986)-  42 07 33.     (N)    122 14 03.     (W)     SCALED    
 NZ1009* NAVD 88     -      1228.449  (meters)    4030.34   (feet)  ADJUSTED  
 NZ1009  ___________________________________________________________________
 NZ1009  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 NZ1009  DYNAMIC HT  -        1227.708 (meters)    4027.91  (feet)  COMP
 NZ1009  MODELED GRAV-     979,975.9   (mgal)                       NAVD 88
 NZ1009
 NZ1009  VERT ORDER  -  FIRST     CLASS II
 NZ1009
 NZ1009.The horizontal coordinates were scaled from a topographic map and have
 NZ1009.an estimated accuracy of +/- 6 seconds.
 NZ1009
 NZ1009.The orthometric height was determined by differential leveling
 NZ1009.and adjusted in June 1991.
 NZ1009
 NZ1009.The geoid height was determined by GEOID03.
 NZ1009
 NZ1009.The dynamic height is computed by dividing the NAVD 88
 NZ1009.geopotential number by the normal gravity value computed on the
 NZ1009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ1009.degrees latitude (g = 980.6199 gals.).
 NZ1009
 NZ1009.The modeled gravity was interpolated from observed gravity values.
 NZ1009
 NZ1009;                    North         East    Units  Estimated Accuracy
 NZ1009;SPC OR S     -    52,490.    1,356,610.      MT  (+/- 180 meters Scaled)
 NZ1009
 NZ1009                          SUPERSEDED SURVEY CONTROL
 NZ1009
 NZ1009.No superseded survey control is available for this station.
 NZ1009
 NZ1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM633640(NAD 83)
 NZ1009_MARKER: I = METAL ROD
 NZ1009_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NZ1009_SP_SET: STAINLESS STEEL ROD
 NZ1009_STAMPING: G 784 1988
 NZ1009_MARK LOGO: NGS   
 NZ1009_PROJECTION: FLUSH
 NZ1009_MAGNETIC: I = MARKER IS A STEEL ROD
 NZ1009_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NZ1009+STABILITY: POSITION/ELEVATION WELL
 NZ1009_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NZ1009+SATELLITE: SATELLITE OBSERVATIONS - 1988
 NZ1009_ROD/PIPE-DEPTH: 9.7  meters
 NZ1009
 NZ1009  HISTORY     - Date     Condition        Report By
 NZ1009  HISTORY     - 1988     MONUMENTED       NGS
 NZ1009
 NZ1009                          STATION DESCRIPTION
 NZ1009
 NZ1009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 NZ1009'15.2 KM (9.45 MI) EASTERLY ALONG STATE HIGHWAY 66 FROM THE SCHOOL
 NZ1009'HOUSE IN LINCOLN, 0.2 KM (0.10 MI) WEST OF THE INTERSECTION OF LONG
 NZ1009'PRAIRIE ROAD, 15.9 M (52.2 FT) NORTH OF THE CENTERLINE OF THE
 NZ1009'HIGHWAY, 13.4 M (44.0 FT) WEST OF THE CENTERLINE OF A GRAVELED ROAD
 NZ1009'LEADING NORTH, 9.0 M (29.5 FT) SOUTHWEST OF THE CENTER OF FIRE ROAD
 NZ1009'NUMBER 40-5E-4, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND
 NZ1009'0.3 M (1.0 FT) SOUTH OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM
 NZ1009'POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0737 ***********************************************************************
 NY0737  DESIGNATION -  G 785
 NY0737  PID         -  NY0737
 NY0737  STATE/COUNTY-  OR/KLAMATH
 NY0737  USGS QUAD   -  KLAMATH FALLS (1985)
 NY0737
 NY0737                         *CURRENT SURVEY CONTROL
 NY0737  ___________________________________________________________________
 NY0737* NAD 83(1986)-  42 13 11.     (N)    121 47 23.     (W)     SCALED    
 NY0737* NAVD 88     -      1252.136  (meters)    4108.05   (feet)  ADJUSTED  
 NY0737  ___________________________________________________________________
 NY0737  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 NY0737  DYNAMIC HT  -        1251.391 (meters)    4105.61  (feet)  COMP
 NY0737  MODELED GRAV-     979,983.9   (mgal)                       NAVD 88
 NY0737
 NY0737  VERT ORDER  -  FIRST     CLASS II
 NY0737
 NY0737.The horizontal coordinates were scaled from a topographic map and have
 NY0737.an estimated accuracy of +/- 6 seconds.
 NY0737
 NY0737.The orthometric height was determined by differential leveling
 NY0737.and adjusted in June 1991.
 NY0737
 NY0737.The geoid height was determined by GEOID03.
 NY0737
 NY0737.The dynamic height is computed by dividing the NAVD 88
 NY0737.geopotential number by the normal gravity value computed on the
 NY0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0737.degrees latitude (g = 980.6199 gals.).
 NY0737
 NY0737.The modeled gravity was interpolated from observed gravity values.
 NY0737
 NY0737;                    North         East    Units  Estimated Accuracy
 NY0737;SPC OR S     -    62,260.    1,393,520.      MT  (+/- 180 meters Scaled)
 NY0737
 NY0737                          SUPERSEDED SURVEY CONTROL
 NY0737
 NY0737.No superseded survey control is available for this station.
 NY0737
 NY0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM998748(NAD 83)
 NY0737_MARKER: DV = VERTICAL CONTROL DISK
 NY0737_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NY0737_SP_SET: PIER
 NY0737_STAMPING: G 785 1988
 NY0737_MARK LOGO: NGS   
 NY0737_MAGNETIC: N = NO MAGNETIC MATERIAL
 NY0737_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NY0737+STABILITY: POSITION/ELEVATION WELL
 NY0737_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NY0737+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2002
 NY0737
 NY0737  HISTORY     - Date     Condition        Report By
 NY0737  HISTORY     - 1988     MONUMENTED       NGS
 NY0737  HISTORY     - 20020610 GOOD             INDIV
 NY0737
 NY0737                          STATION DESCRIPTION
 NY0737
 NY0737'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 NY0737'IN KLAMATH FALLS, AT THE INTERSECTION OF U.S. HIGHWAY 97 AND MAIN
 NY0737'STREET, SET VERTICALLY IN THE SOUTH FACE OF THE MOST WESTERLY 1 OF 2
 NY0737'COLUMNS OF THE FIRST PIER NORTH OF THE STREET OF THE HIGHWAY OVERPASS
 NY0737'OF THE STREET, 11.1 M (36.4 FT) NORTH OF THE CENTERLINE OF THE
 NY0737'STREET, 3.3 M (10.8 FT) WEST OF THE CENTER OF THE HIGHWAY, AND 1.4
 NY0737'ABOVE THE LEVEL OF THE STREET.
 NY0737
 NY0737                          STATION RECOVERY (2002)
 NY0737
 NY0737'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (MV)
 NY0737'COVERED BY GRAY PAINT, BUT STILL READABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1495 ***********************************************************************
 QD1495  DESIGNATION -  G 787
 QD1495  PID         -  QD1495
 QD1495  STATE/COUNTY-  OR/WHEELER
 QD1495  USGS QUAD   -  LAWSON MOUNTAIN (1992)
 QD1495
 QD1495                         *CURRENT SURVEY CONTROL
 QD1495  ___________________________________________________________________
 QD1495* NAD 83(1986)-  44 30 34.     (N)    120 19 10.     (W)     SCALED    
 QD1495* NAVD 88     -      1107.846  (meters)    3634.66   (feet)  ADJUSTED  
 QD1495  ___________________________________________________________________
 QD1495  GEOID HEIGHT-         -19.53  (meters)                     GEOID03
 QD1495  DYNAMIC HT  -        1107.453 (meters)    3633.37  (feet)  COMP
 QD1495  MODELED GRAV-     980,225.1   (mgal)                       NAVD 88
 QD1495
 QD1495  VERT ORDER  -  FIRST     CLASS II
 QD1495
 QD1495.The horizontal coordinates were scaled from a topographic map and have
 QD1495.an estimated accuracy of +/- 6 seconds.
 QD1495
 QD1495.The orthometric height was determined by differential leveling
 QD1495.and adjusted in June 1991.
 QD1495
 QD1495.The geoid height was determined by GEOID03.
 QD1495
 QD1495.The dynamic height is computed by dividing the NAVD 88
 QD1495.geopotential number by the normal gravity value computed on the
 QD1495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1495.degrees latitude (g = 980.6199 gals.).
 QD1495
 QD1495.The modeled gravity was interpolated from observed gravity values.
 QD1495
 QD1495;                    North         East    Units  Estimated Accuracy
 QD1495;SPC OR N     -    93,670.    2,514,360.      MT  (+/- 180 meters Scaled)
 QD1495
 QD1495                          SUPERSEDED SURVEY CONTROL
 QD1495
 QD1495.No superseded survey control is available for this station.
 QD1495
 QD1495_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGQ130319(NAD 83)
 QD1495_MARKER: I = METAL ROD
 QD1495_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QD1495_SP_SET: STAINLESS STEEL ROD
 QD1495_STAMPING: G 787 1988
 QD1495_MARK LOGO: NGS   
 QD1495_PROJECTION: FLUSH
 QD1495_MAGNETIC: I = MARKER IS A STEEL ROD
 QD1495_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QD1495_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QD1495+SATELLITE: SATELLITE OBSERVATIONS - 1988
 QD1495_ROD/PIPE-DEPTH: 3.1  meters
 QD1495
 QD1495  HISTORY     - Date     Condition        Report By
 QD1495  HISTORY     - 1988     MONUMENTED       NGS
 QD1495
 QD1495                          STATION DESCRIPTION
 QD1495
 QD1495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 QD1495'14.7 KM (9.15 MI) WESTERLY ALONG U.S. HIGHWAY 26 FROM THE JUNCTION OF
 QD1495'STATE HIGHWAY 207 IN MITCHELL, THENCE 6.4 KM (4.00 MI) SOUTHWESTERLY
 QD1495'ALONG A GRAVELED ROAD, 21.8 M (71.5 FT) SOUTH OF THE CENTER OF THE
 QD1495'ROAD, 10.0 M (32.8 FT) EAST-SOUTHEAST OF THE SOUTHEAST END OF A DRAIN
 QD1495'PIPE, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD, AND 0.3 M (1.0 FT)
 QD1495'NORTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS
 QD1495'THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0705 ***********************************************************************
 NY0705  DESIGNATION -  G 789
 NY0705  PID         -  NY0705
 NY0705  STATE/COUNTY-  OR/KLAMATH
 NY0705  USGS QUAD   -  FUEGO (1988)
 NY0705
 NY0705                         *CURRENT SURVEY CONTROL
 NY0705  ___________________________________________________________________
 NY0705* NAD 83(1986)-  42 49 53.     (N)    121 50 02.     (W)     SCALED    
 NY0705* NAVD 88     -      1383.195  (meters)    4538.03   (feet)  ADJUSTED  
 NY0705  ___________________________________________________________________
 NY0705  GEOID HEIGHT-         -21.90  (meters)                     GEOID03
 NY0705  DYNAMIC HT  -        1382.409 (meters)    4535.45  (feet)  COMP
 NY0705  MODELED GRAV-     980,004.4   (mgal)                       NAVD 88
 NY0705
 NY0705  VERT ORDER  -  FIRST     CLASS II
 NY0705
 NY0705.The horizontal coordinates were scaled from a topographic map and have
 NY0705.an estimated accuracy of +/- 6 seconds.
 NY0705
 NY0705.The orthometric height was determined by differential leveling
 NY0705.and adjusted in June 1991.
 NY0705
 NY0705.The geoid height was determined by GEOID03.
 NY0705
 NY0705.The dynamic height is computed by dividing the NAVD 88
 NY0705.geopotential number by the normal gravity value computed on the
 NY0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0705.degrees latitude (g = 980.6199 gals.).
 NY0705
 NY0705.The modeled gravity was interpolated from observed gravity values.
 NY0705
 NY0705;                    North         East    Units  Estimated Accuracy
 NY0705;SPC OR S     -   130,250.    1,390,950.      MT  (+/- 180 meters Scaled)
 NY0705
 NY0705                          SUPERSEDED SURVEY CONTROL
 NY0705
 NY0705.No superseded survey control is available for this station.
 NY0705
 NY0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN953427(NAD 83)
 NY0705_MARKER: I = METAL ROD
 NY0705_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NY0705_SP_SET: STAINLESS STEEL ROD
 NY0705_STAMPING: G 789 1988
 NY0705_MARK LOGO: NGS   
 NY0705_PROJECTION: FLUSH
 NY0705_MAGNETIC: I = MARKER IS A STEEL ROD
 NY0705_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NY0705+STABILITY: POSITION/ELEVATION WELL
 NY0705_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NY0705+SATELLITE: SATELLITE OBSERVATIONS - 1988
 NY0705_ROD/PIPE-DEPTH: 22.9 meters
 NY0705
 NY0705  HISTORY     - Date     Condition        Report By
 NY0705  HISTORY     - 1988     MONUMENTED       NGS
 NY0705
 NY0705                          STATION DESCRIPTION
 NY0705
 NY0705'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 NY0705'20.8 KM (12.90 MI) NORTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 NY0705'THE JUNCTION OF STATE HIGHWAY 422 IN CHILOQUIN, THENCE 1.6 KM
 NY0705'(1.00 MI) SOUTHWEST ALONG FOREST SERVICE ROAD NUMBER 43, THENCE 10.6
 NY0705'KM (6.60 MI) NORTHERLY ALONG U.S. HIGHWAY 97, 23.0 M (75.5 FT) WEST
 NY0705'OF THE CENTERLINE OF THE HIGHWAY, 0.3 M (1.0 FT) EAST OF A WITNESS
 NY0705'POST, AND LEVEL WITH THE HIGHWAY.   NOTE--ACCESS TO THE DATUM POINT
 NY0705'IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0644 ***********************************************************************
 PB0644  DESIGNATION -  G 790
 PB0644  PID         -  PB0644
 PB0644  STATE/COUNTY-  OR/KLAMATH
 PB0644  USGS QUAD   -  MUTTONCHOP BUTTE (1967)
 PB0644
 PB0644                         *CURRENT SURVEY CONTROL
 PB0644  ___________________________________________________________________
 PB0644* NAD 83(1986)-  43 20 12.     (N)    121 45 12.     (W)     SCALED    
 PB0644* NAVD 88     -      1421.564  (meters)    4663.91   (feet)  ADJUSTED  
 PB0644  ___________________________________________________________________
 PB0644  GEOID HEIGHT-         -21.30  (meters)                     GEOID03
 PB0644  DYNAMIC HT  -        1420.798 (meters)    4661.40  (feet)  COMP
 PB0644  MODELED GRAV-     980,031.2   (mgal)                       NAVD 88
 PB0644
 PB0644  VERT ORDER  -  FIRST     CLASS II
 PB0644
 PB0644.The horizontal coordinates were scaled from a topographic map and have
 PB0644.an estimated accuracy of +/- 6 seconds.
 PB0644
 PB0644.The orthometric height was determined by differential leveling
 PB0644.and adjusted in June 1991.
 PB0644
 PB0644.The geoid height was determined by GEOID03.
 PB0644
 PB0644.The dynamic height is computed by dividing the NAVD 88
 PB0644.geopotential number by the normal gravity value computed on the
 PB0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0644.degrees latitude (g = 980.6199 gals.).
 PB0644
 PB0644.The modeled gravity was interpolated from observed gravity values.
 PB0644
 PB0644;                    North         East    Units  Estimated Accuracy
 PB0644;SPC OR S     -   186,270.    1,398,380.      MT  (+/- 180 meters Scaled)
 PB0644
 PB0644                          SUPERSEDED SURVEY CONTROL
 PB0644
 PB0644.No superseded survey control is available for this station.
 PB0644
 PB0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFN010989(NAD 83)
 PB0644_MARKER: I = METAL ROD
 PB0644_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PB0644_SP_SET: STAINLESS STEEL ROD
 PB0644_STAMPING: G 790 1988
 PB0644_MARK LOGO: NGS   
 PB0644_PROJECTION: FLUSH
 PB0644_MAGNETIC: I = MARKER IS A STEEL ROD
 PB0644_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PB0644+STABILITY: POSITION/ELEVATION WELL
 PB0644_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PB0644+SATELLITE: SATELLITE OBSERVATIONS - 1988
 PB0644_ROD/PIPE-DEPTH: 5.4  meters
 PB0644
 PB0644  HISTORY     - Date     Condition        Report By
 PB0644  HISTORY     - 1988     MONUMENTED       NGS
 PB0644
 PB0644                          STATION DESCRIPTION
 PB0644
 PB0644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 PB0644'14.1 KM (8.75 MI) NORTHERLY ALONG U.S. HIGHWAY 97 FROM THE POST OFFICE
 PB0644'IN CHEMULT, OR 14.8 KM (9.20 MI) SOUTHERLY ALONG U.S. HIGHWAY 97 FROM
 PB0644'THE POST OFFICE IN CRESCESNT, 0.7 KM (0.45 MI) NORTH OF THE
 PB0644'INTERSECTION OF STATE HIGHWAY 58, 16.5 M (54.1 FT) NORTHWEST OF THE
 PB0644'CENTERLINE OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTHWEST OF A WITNESS
 PB0644'POST, AND LEVEL WITH THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS
 PB0644'THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0676 ***********************************************************************
 PB0676  DESIGNATION -  G 791
 PB0676  PID         -  PB0676
 PB0676  STATE/COUNTY-  OR/DESCHUTES
 PB0676  USGS QUAD   -  BENHAM FALLS (1981)
 PB0676
 PB0676                         *CURRENT SURVEY CONTROL
 PB0676  ___________________________________________________________________
 PB0676* NAD 83(1986)-  43 53 16.     (N)    121 22 57.     (W)     SCALED    
 PB0676* NAVD 88     -      1342.955  (meters)    4406.01   (feet)  ADJUSTED  
 PB0676  ___________________________________________________________________
 PB0676  GEOID HEIGHT-         -20.64  (meters)                     GEOID03
 PB0676  DYNAMIC HT  -        1342.349 (meters)    4404.02  (feet)  COMP
 PB0676  MODELED GRAV-     980,120.3   (mgal)                       NAVD 88
 PB0676
 PB0676  VERT ORDER  -  FIRST     CLASS II
 PB0676
 PB0676.The horizontal coordinates were scaled from a topographic map and have
 PB0676.an estimated accuracy of +/- 6 seconds.
 PB0676
 PB0676.The orthometric height was determined by differential leveling
 PB0676.and adjusted in June 1991.
 PB0676
 PB0676.The geoid height was determined by GEOID03.
 PB0676
 PB0676.The dynamic height is computed by dividing the NAVD 88
 PB0676.geopotential number by the normal gravity value computed on the
 PB0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0676.degrees latitude (g = 980.6199 gals.).
 PB0676
 PB0676.The modeled gravity was interpolated from observed gravity values.
 PB0676
 PB0676;                    North         East    Units  Estimated Accuracy
 PB0676;SPC OR S     -   247,110.    1,429,090.      MT  (+/- 180 meters Scaled)
 PB0676
 PB0676                          SUPERSEDED SURVEY CONTROL
 PB0676
 PB0676.No superseded survey control is available for this station.
 PB0676
 PB0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP299606(NAD 83)
 PB0676_MARKER: I = METAL ROD
 PB0676_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PB0676+WITH SETTING: INFORMATION.
 PB0676_SP_SET: METAL ROD DRIVEN INTO GROUND
 PB0676_STAMPING: G 791 1988
 PB0676_MARK LOGO: NGS   
 PB0676_MAGNETIC: I = MARKER IS A STEEL ROD
 PB0676_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PB0676_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PB0676+SATELLITE: SATELLITE OBSERVATIONS - 1988
 PB0676
 PB0676  HISTORY     - Date     Condition        Report By
 PB0676  HISTORY     - 1988     MONUMENTED       NGS
 PB0676
 PB0676                          STATION DESCRIPTION
 PB0676
 PB0676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 PB0676'20.9 KM (13.00 MI) SOUTHERLY ALONG U.S. HIGHWAY 97 FROM THE SOUTH
 PB0676'JUNCTION OF U.S. HIGHWAY 20 IN BEND, 0.2 KM (0.10 MI) SOUTHWEST OF
 PB0676'THE HIGHWAY OVERPASS OF COTTONWOOD ROAD, A METAL ROD DRIVEN 1.9
 PB0676'METERS AND FLUSH WITH GROUND, 44.8 M (147.0 FT) SOUTHEAST
 PB0676'OF THE CENTER OF THE HIGHWAY, 4.2 M (13.8 FT) SOUTHWEST OF THE CENTER
 PB0676'OF A DIRT ROAD, 0.3 M (1.0 FT) NORTHEAST OF A WITNESS POST, AND 0.3 M
 PB0676'(1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM
 PB0676'POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0540 ***********************************************************************
 NZ0540  DESIGNATION -  G 8
 NZ0540  PID         -  NZ0540
 NZ0540  STATE/COUNTY-  OR/JOSEPHINE
 NZ0540  USGS QUAD   -  MERLIN (1986)
 NZ0540
 NZ0540                         *CURRENT SURVEY CONTROL
 NZ0540  ___________________________________________________________________
 NZ0540* NAD 83(1986)-  42 30 05.     (N)    123 23 32.     (W)     SCALED    
 NZ0540* NAVD 88     -       324.950  (meters)    1066.11   (feet)  ADJUSTED  
 NZ0540  ___________________________________________________________________
 NZ0540  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 NZ0540  DYNAMIC HT  -         324.838 (meters)    1065.74  (feet)  COMP
 NZ0540  MODELED GRAV-     980,269.0   (mgal)                       NAVD 88
 NZ0540
 NZ0540  VERT ORDER  -  FIRST     CLASS II
 NZ0540
 NZ0540.The horizontal coordinates were scaled from a topographic map and have
 NZ0540.an estimated accuracy of +/- 6 seconds.
 NZ0540
 NZ0540.The orthometric height was determined by differential leveling
 NZ0540.and adjusted in June 1991.
 NZ0540
 NZ0540.The geoid height was determined by GEOID03.
 NZ0540
 NZ0540.The dynamic height is computed by dividing the NAVD 88
 NZ0540.geopotential number by the normal gravity value computed on the
 NZ0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0540.degrees latitude (g = 980.6199 gals.).
 NZ0540
 NZ0540.The modeled gravity was interpolated from observed gravity values.
 NZ0540
 NZ0540;                    North         East    Units  Estimated Accuracy
 NZ0540;SPC OR S     -    96,830.    1,262,320.      MT  (+/- 180 meters Scaled)
 NZ0540
 NZ0540                          SUPERSEDED SURVEY CONTROL
 NZ0540
 NZ0540  NGVD 29 (??/??/92)  323.938  (m)         1062.79   (f) ADJ UNCH    1 2
 NZ0540
 NZ0540.Superseded values are not recommended for survey control.
 NZ0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0540.See file dsdata.txt to determine how the superseded data were derived.
 NZ0540
 NZ0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN677055(NAD 83)
 NZ0540_MARKER: DB = BENCH MARK DISK
 NZ0540_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NZ0540_SP_SET: HEADWALL
 NZ0540_STAMPING: G 8 1920 ELEV. 1062.140 FT.
 NZ0540_MARK LOGO: CGS   
 NZ0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0540+STABILITY: SURFACE MOTION
 NZ0540
 NZ0540  HISTORY     - Date     Condition        Report By
 NZ0540  HISTORY     - 1920     MONUMENTED       CGS
 NZ0540  HISTORY     - 1954     GOOD             NGS
 NZ0540  HISTORY     - 1987     GOOD             NGS
 NZ0540
 NZ0540                          STATION DESCRIPTION
 NZ0540
 NZ0540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NZ0540'6.5 MI NW FROM GRANTS PASS.
 NZ0540'6.5 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 NZ0540'THE STATION AT GRANTS PASS, 0.2 MILE EAST OF PRIVATE ROAD CROSSING AND
 NZ0540'BENCH MARK H 8=1050 (USGS), AT 36-INCH CONCRETE PIPE CULVERT 480.53,
 NZ0540'IN THE TOP OF THE NORTHEAST CONCRETE HEAD WALL, 15.8 FEET NORTHEAST OF
 NZ0540'THE NORTHEAST RAIL, 2.5 FEET NORTHWEST OF THE SOUTHEAST END OF THE
 NZ0540'HEAD WALL, AND ABOUT 3 1/2 FEET LOWER THAN THE TRACK.
 NZ0540
 NZ0540                          STATION RECOVERY (1987)
 NZ0540
 NZ0540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 NZ0540'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  10.6 KM
 NZ0540'(6.60 MI) NORTHWESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 NZ0540'JUNCTION OF 6TH STREET IN GRANTS PASS.  NOTE--THE PRIVATE ROAD
 NZ0540'MENTIONED IN THE ORIGINAL DESCRIPTION IS NOW PAVED AND LEADS TO A
 NZ0540'SANITARY LAND FILL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1534 ***********************************************************************
 RC1534  DESIGNATION -  G 81
 RC1534  PID         -  RC1534
 RC1534  STATE/COUNTY-  OR/MULTNOMAH
 RC1534  USGS QUAD   -  BONNEVILLE DAM (1994)
 RC1534
 RC1534                         *CURRENT SURVEY CONTROL
 RC1534  ___________________________________________________________________
 RC1534* NAD 83(1986)-  45 38 46.     (N)    121 55 19.     (W)     SCALED    
 RC1534* NAVD 88     -        27.178  (meters)      89.17   (feet)  ADJUSTED  
 RC1534  ___________________________________________________________________
 RC1534  GEOID HEIGHT-         -21.79  (meters)                     GEOID03
 RC1534  DYNAMIC HT  -          27.177 (meters)      89.16  (feet)  COMP
 RC1534  MODELED GRAV-     980,574.8   (mgal)                       NAVD 88
 RC1534
 RC1534  VERT ORDER  -  FIRST     CLASS II
 RC1534
 RC1534.The horizontal coordinates were scaled from a topographic map and have
 RC1534.an estimated accuracy of +/- 6 seconds.
 RC1534
 RC1534.The orthometric height was determined by differential leveling
 RC1534.and adjusted in June 1991.
 RC1534
 RC1534.The geoid height was determined by GEOID03.
 RC1534
 RC1534.The dynamic height is computed by dividing the NAVD 88
 RC1534.geopotential number by the normal gravity value computed on the
 RC1534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1534.degrees latitude (g = 980.6199 gals.).
 RC1534
 RC1534.The modeled gravity was interpolated from observed gravity values.
 RC1534
 RC1534;                    North         East    Units  Estimated Accuracy
 RC1534;SPC OR N     -   220,940.    2,389,170.      MT  (+/- 180 meters Scaled)
 RC1534
 RC1534                          SUPERSEDED SURVEY CONTROL
 RC1534
 RC1534  NGVD 29 (??/??/92)   26.157  (m)           85.82   (f) ADJ UNCH    1 2
 RC1534
 RC1534.Superseded values are not recommended for survey control.
 RC1534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1534.See file dsdata.txt to determine how the superseded data were derived.
 RC1534
 RC1534_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER840552(NAD 83)
 RC1534_MARKER: DB = BENCH MARK DISK
 RC1534_SETTING: 80 = SET IN A BOULDER
 RC1534_SP_SET: BOULDER
 RC1534_STAMPING: G 81 1933
 RC1534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1534+STABILITY: SURFACE MOTION
 RC1534
 RC1534  HISTORY     - Date     Condition        Report By
 RC1534  HISTORY     - 1933     MONUMENTED       CGS
 RC1534  HISTORY     - 1943     GOOD             NGS
 RC1534  HISTORY     - 20040803 MARK NOT FOUND   USPSQD
 RC1534
 RC1534                          STATION DESCRIPTION
 RC1534
 RC1534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 RC1534'1.75 MI E FROM BONNEVILLE.
 RC1534'FROM THE HOOD RIVER-MULTNOMAH COUNTY LINE ON U.S. HIGHWAY NO. 30, GO
 RC1534'EAST ABOUT 200 FEET.  FROM THIS POINT WHICH IS AT SURVEY STATION 1801
 RC1534'+ 82 MAKE RIGHT ANGLE TURN AND LOOK DUE NORTH ABOUT 350 FEET AND A
 RC1534'LARGE FIR TREE CAN BE SEEN ON THE TOP OF A SMALL MOUND OPPOSITE
 RC1534'RAILWAY CUT.  MARK IS LOCATED ABOUT 75 FEET NORTHWEST OF THIS TREE. TO
 RC1534'REACH FROM EAGLE CREEK BRIDGE (EAST END) GO TO THE EAST 58 RAILS (38.5
 RC1534'FOOT RAILS) ALONG THE UNION PACIFIC RAILROAD TO A POINT 6 RAILS WEST
 RC1534'OF SEMAPHORE SIGNAL TOWER NO. 404, THENCE, GO NORTH 54.0 FEET TO A FIR
 RC1534'TREE, CONTINUE NORTH 31.0 FEET TO THE CENTER-LINE OF AN ABANDONED
 RC1534'TRAIL, THENCE, GO EAST 128.0 FEET TO THE MARK.  MARK IS IN TOP OF
 RC1534'BOULDER NEAR CENTER OF NORTH BASE OF INCLINE.  NUMEROUS BURNED LOGS
 RC1534'AND STUMPS IN VICINITY.
 RC1534
 RC1534                          STATION RECOVERY (2004)
 RC1534
 RC1534'RECOVERY NOTE BY US POWER SQUADRON 2004
 RC1534'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0558 ***********************************************************************
 RA0558  DESIGNATION -  G 82
 RA0558  PID         -  RA0558
 RA0558  STATE/COUNTY-  OR/WALLOWA
 RA0558  USGS QUAD   -  SHAMROCK CREEK (1967)
 RA0558
 RA0558                         *CURRENT SURVEY CONTROL
 RA0558  ___________________________________________________________________
 RA0558* NAD 83(1986)-  45 46 46.     (N)    117 16 14.     (W)     SCALED    
 RA0558* NAVD 88     -      1446.960  (meters)    4747.23   (feet)  POSTED    
 RA0558  ___________________________________________________________________
 RA0558  GEOID HEIGHT-         -16.79  (meters)                     GEOID03
 RA0558  DYNAMIC HT  -        1446.550 (meters)    4745.89  (feet)  COMP
 RA0558  MODELED GRAV-     980,278.5   (mgal)                       NAVD 88
 RA0558
 RA0558  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 RA0558
 RA0558.The horizontal coordinates were scaled from a topographic map and have
 RA0558.an estimated accuracy of +/- 6 seconds.
 RA0558
 RA0558.The orthometric height was determined by differential leveling
 RA0558.and adjusted by the  in 1992.
 RA0558.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 RA0558.rate of 4.1 thru 8.0 mm/km.
 RA0558
 RA0558.The geoid height was determined by GEOID03.
 RA0558
 RA0558.The dynamic height is computed by dividing the NAVD 88
 RA0558.geopotential number by the normal gravity value computed on the
 RA0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0558.degrees latitude (g = 980.6199 gals.).
 RA0558
 RA0558.The modeled gravity was interpolated from observed gravity values.
 RA0558
 RA0558;                    North         East    Units  Estimated Accuracy
 RA0558;SPC OR N     -   239,800.    2,751,080.      MT  (+/- 180 meters Scaled)
 RA0558
 RA0558                          SUPERSEDED SURVEY CONTROL
 RA0558
 RA0558  NGVD 29 (??/??/92) 1445.755  (m)         4743.28   (f) ADJ UNCH    2 0
 RA0558
 RA0558.Superseded values are not recommended for survey control.
 RA0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0558.See file dsdata.txt to determine how the superseded data were derived.
 RA0558
 RA0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML789695(NAD 83)
 RA0558_MARKER: DD = SURVEY DISK
 RA0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RA0558_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RA0558_STAMPING: G 82 1934
 RA0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0558+STABILITY: SURFACE MOTION
 RA0558
 RA0558  HISTORY     - Date     Condition        Report By
 RA0558  HISTORY     - 1934     MONUMENTED       BPR
 RA0558  HISTORY     - 1934     GOOD             NGS
 RA0558  HISTORY     - 1964     MARK NOT FOUND   NGS
 RA0558
 RA0558                          STATION DESCRIPTION
 RA0558
 RA0558'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RA0558'27.3 MI N FROM ENTERPRISE.
 RA0558'27.3 MILES NORTH ALONG STATE HWY. 3 FROM COURTHOUSE ALONG THE RIGHT OF
 RA0558'WAY OF STATE HWY 3, 30 FEET WEST OF THE CENTERLINE OF HIGHWAY, 60 FEET
 RA0558'WEST OF BENCH MARK H 82.
 RA0558
 RA0558                          STATION RECOVERY (1964)
 RA0558
 RA0558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 RA0558'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA1422 ***********************************************************************
 RA1422  DESIGNATION -  G 82 RESET
 RA1422  PID         -  RA1422
 RA1422  STATE/COUNTY-  OR/WALLOWA
 RA1422  USGS QUAD   -  SHAMROCK CREEK (1967)
 RA1422
 RA1422                         *CURRENT SURVEY CONTROL
 RA1422  ___________________________________________________________________
 RA1422* NAD 83(1986)-  45 46 46.     (N)    117 16 14.     (W)     SCALED    
 RA1422* NAVD 88     -      1447.22   (+/-2cm)    4748.1    (feet)  VERTCON   
 RA1422  ___________________________________________________________________
 RA1422  GEOID HEIGHT-         -16.79  (meters)                     GEOID03
 RA1422  VERT ORDER  -  THIRD (See Below)
 RA1422
 RA1422.The horizontal coordinates were scaled from a topographic map and have
 RA1422.an estimated accuracy of +/- 6 seconds.
 RA1422
 RA1422.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1422.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1422.The vertical order pertains to the NGVD 29 superseded value.
 RA1422
 RA1422.The geoid height was determined by GEOID03.
 RA1422
 RA1422;                    North         East    Units  Estimated Accuracy
 RA1422;SPC OR N     -   239,800.    2,751,080.      MT  (+/- 180 meters Scaled)
 RA1422
 RA1422                          SUPERSEDED SURVEY CONTROL
 RA1422
 RA1422  NGVD 29 (10/26/06) 1446.02   (m)         4744.2    (f) RESET       3  
 RA1422
 RA1422.Superseded values are not recommended for survey control.
 RA1422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1422.See file dsdata.txt to determine how the superseded data were derived.
 RA1422
 RA1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML789695(NAD 83)
 RA1422_MARKER: DV = VERTICAL CONTROL DISK
 RA1422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RA1422_SP_SET: CONCRETE POST
 RA1422_STAMPING: G 82 1985
 RA1422_MARK LOGO: NGS   
 RA1422_MAGNETIC: N = NO MAGNETIC MATERIAL
 RA1422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA1422+STABILITY: SURFACE MOTION
 RA1422
 RA1422  HISTORY     - Date     Condition        Report By
 RA1422  HISTORY     - 1985     MONUMENTED       ORDT
 RA1422
 RA1422                          STATION DESCRIPTION
 RA1422
 RA1422'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1985
 RA1422'25.9 MILES NORTH OF ENTERPRISE POST OFFICE ON ENTERPRISE-LEWISTON
 RA1422'HIGHWAY, 130 FEET NORTH OF PAINTED CATTLE GUARD, 60 FEET WEST OF
 RA1422'CENTERLINE OF ROAD, 25 FEET WEST OF WALLOWA-WHITMAN NATIONAL FOREST
 RA1422'BOUNDARY SIGN, A 3 1/2 INCH WOODEN POST SET 3 FEET WEST OF MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0593 ***********************************************************************
 RA0593  DESIGNATION -  G 83
 RA0593  PID         -  RA0593
 RA0593  STATE/COUNTY-  OR/WALLOWA
 RA0593  USGS QUAD   -  HICKS SPRING (1990)
 RA0593
 RA0593                         *CURRENT SURVEY CONTROL
 RA0593  ___________________________________________________________________
 RA0593* NAD 83(1986)-  45 33 01.     (N)    117 15 13.     (W)     SCALED    
 RA0593* NAVD 88     -      1269.775  (meters)    4165.92   (feet)  POSTED    
 RA0593  ___________________________________________________________________
 RA0593  GEOID HEIGHT-         -16.34  (meters)                     GEOID03
 RA0593  DYNAMIC HT  -        1269.420 (meters)    4164.76  (feet)  COMP
 RA0593  MODELED GRAV-     980,293.9   (mgal)                       NAVD 88
 RA0593
 RA0593  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 RA0593
 RA0593.The horizontal coordinates were scaled from a topographic map and have
 RA0593.an estimated accuracy of +/- 6 seconds.
 RA0593
 RA0593.The orthometric height was determined by differential leveling
 RA0593.and adjusted by the  in 1992.
 RA0593.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 RA0593.rate of 2.1 thru 3.0 mm/km.
 RA0593
 RA0593.The geoid height was determined by GEOID03.
 RA0593
 RA0593.The dynamic height is computed by dividing the NAVD 88
 RA0593.geopotential number by the normal gravity value computed on the
 RA0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0593.degrees latitude (g = 980.6199 gals.).
 RA0593
 RA0593.The modeled gravity was interpolated from observed gravity values.
 RA0593
 RA0593;                    North         East    Units  Estimated Accuracy
 RA0593;SPC OR N     -   214,400.    2,753,420.      MT  (+/- 180 meters Scaled)
 RA0593
 RA0593                          SUPERSEDED SURVEY CONTROL
 RA0593
 RA0593  NGVD 29 (??/??/92) 1268.567  (m)         4161.96   (f) ADJ UNCH    2 0
 RA0593
 RA0593.Superseded values are not recommended for survey control.
 RA0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0593.See file dsdata.txt to determine how the superseded data were derived.
 RA0593
 RA0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML802441(NAD 83)
 RA0593_MARKER: DD = SURVEY DISK
 RA0593_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RA0593_SP_SET: CULVERT
 RA0593_STAMPING: G 83 1934
 RA0593_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RA0593
 RA0593  HISTORY     - Date     Condition        Report By
 RA0593  HISTORY     - 1934     MONUMENTED       ORDT
 RA0593  HISTORY     - 1934     GOOD             NGS
 RA0593
 RA0593                          STATION DESCRIPTION
 RA0593
 RA0593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RA0593'9.6 MI N FROM ENTERPRISE.
 RA0593'9.6 MILE NORTH ALONG STATE HWY 3 FROM COURTHOUSE ALONG STATE HIGHWAY 3
 RA0593'RIGHT OF WAY, ON THE S.W. CORNER OF WEST HEADWALL OF CULVERT, 18 FEET
 RA0593'WEST OF CENTERLINE OF HIGHWAY AND 2 FEET BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0890 ***********************************************************************
 RA0890  DESIGNATION -  G 84
 RA0890  PID         -  RA0890
 RA0890  STATE/COUNTY-  OR/WALLOWA
 RA0890  USGS QUAD   -  WALLOWA (1984)
 RA0890
 RA0890                         *CURRENT SURVEY CONTROL
 RA0890  ___________________________________________________________________
 RA0890* NAD 83(1986)-  45 34 40.     (N)    117 32 20.     (W)     SCALED    
 RA0890* NAVD 88     -       890.726  (meters)    2922.32   (feet)  ADJUSTED  
 RA0890  ___________________________________________________________________
 RA0890  GEOID HEIGHT-         -17.07  (meters)                     GEOID03
 RA0890  DYNAMIC HT  -         890.532 (meters)    2921.69  (feet)  COMP
 RA0890  MODELED GRAV-     980,368.5   (mgal)                       NAVD 88
 RA0890
 RA0890  VERT ORDER  -  SECOND    CLASS 0
 RA0890
 RA0890.The horizontal coordinates were scaled from a topographic map and have
 RA0890.an estimated accuracy of +/- 6 seconds.
 RA0890
 RA0890.The orthometric height was determined by differential leveling
 RA0890.and adjusted in June 1991.
 RA0890
 RA0890.The geoid height was determined by GEOID03.
 RA0890
 RA0890.The dynamic height is computed by dividing the NAVD 88
 RA0890.geopotential number by the normal gravity value computed on the
 RA0890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0890.degrees latitude (g = 980.6199 gals.).
 RA0890
 RA0890.The modeled gravity was interpolated from observed gravity values.
 RA0890
 RA0890;                    North         East    Units  Estimated Accuracy
 RA0890;SPC OR N     -   216,600.    2,731,050.      MT  (+/- 180 meters Scaled)
 RA0890
 RA0890                          SUPERSEDED SURVEY CONTROL
 RA0890
 RA0890  NGVD 29 (??/??/92)  889.604  (m)         2918.64   (f) ADJ UNCH    2 0
 RA0890
 RA0890.Superseded values are not recommended for survey control.
 RA0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0890.See file dsdata.txt to determine how the superseded data were derived.
 RA0890
 RA0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML579472(NAD 83)
 RA0890_MARKER: DB = BENCH MARK DISK
 RA0890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RA0890_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RA0890_STAMPING: G 84 1934
 RA0890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0890+STABILITY: SURFACE MOTION
 RA0890
 RA0890  HISTORY     - Date     Condition        Report By
 RA0890  HISTORY     - 1934     MONUMENTED       CGS
 RA0890  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RA0890
 RA0890                          STATION DESCRIPTION
 RA0890
 RA0890'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RA0890'1.0 MI NW FROM WALLOWA.
 RA0890'1.0 MILES N.W. ALONG STATE HWY. 82 FROM POST OFFICE ALONG THE RIGHT OF
 RA0890'WAY OF STATE HWY. 82 100 YARDS WEST OF FORK OF OLD AND NEW HIGHWAY,
 RA0890'112 YARDS EAST OF RAILROAD CROSSING SIGN, 7 FEET N.E. OF POWERLINE
 RA0890'POLE, 38 FEET NORTH OF THE CENTERLINE OF HIGHWAY, 1 FOOT SOUTH OF
 RA0890'R.O.W. FENCE.
 RA0890
 RA0890                          STATION RECOVERY (1988)
 RA0890
 RA0890'RECOVERY NOTE BY US POWER SQUADRON 1988 (RCC)
 RA0890'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0144 ***********************************************************************
 RB0144  DESIGNATION -  G 85
 RB0144  PID         -  RB0144
 RB0144  STATE/COUNTY-  OR/UNION
 RB0144  USGS QUAD   -  LA GRANDE (1994)
 RB0144
 RB0144                         *CURRENT SURVEY CONTROL
 RB0144  ___________________________________________________________________
 RB0144* NAD 83(1986)-  45 21 11.     (N)    118 01 23.     (W)     SCALED    
 RB0144* NAVD 88     -       828.748  (meters)    2718.98   (feet)  ADJUSTED  
 RB0144  ___________________________________________________________________
 RB0144  GEOID HEIGHT-         -17.89  (meters)                     GEOID03
 RB0144  DYNAMIC HT  -         828.557 (meters)    2718.36  (feet)  COMP
 RB0144  MODELED GRAV-     980,358.2   (mgal)                       NAVD 88
 RB0144
 RB0144  VERT ORDER  -  SECOND    CLASS 0
 RB0144
 RB0144.The horizontal coordinates were scaled from a topographic map and have
 RB0144.an estimated accuracy of +/- 6 seconds.
 RB0144
 RB0144.The orthometric height was determined by differential leveling
 RB0144.and adjusted in June 1991.
 RB0144
 RB0144.The geoid height was determined by GEOID03.
 RB0144
 RB0144.The dynamic height is computed by dividing the NAVD 88
 RB0144.geopotential number by the normal gravity value computed on the
 RB0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0144.degrees latitude (g = 980.6199 gals.).
 RB0144
 RB0144.The modeled gravity was interpolated from observed gravity values.
 RB0144
 RB0144;                    North         East    Units  Estimated Accuracy
 RB0144;SPC OR N     -   190,370.    2,694,050.      MT  (+/- 180 meters Scaled)
 RB0144
 RB0144                          SUPERSEDED SURVEY CONTROL
 RB0144
 RB0144  NGVD 29 (??/??/92)  827.663  (m)         2715.42   (f) ADJ UNCH    2 0
 RB0144
 RB0144.Superseded values are not recommended for survey control.
 RB0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0144.See file dsdata.txt to determine how the superseded data were derived.
 RB0144
 RB0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML198226(NAD 83)
 RB0144_MARKER: DB = BENCH MARK DISK
 RB0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0144_STAMPING: G 85 1934
 RB0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0144+STABILITY: SURFACE MOTION
 RB0144
 RB0144  HISTORY     - Date     Condition        Report By
 RB0144  HISTORY     - 1934     MONUMENTED       CGS
 RB0144
 RB0144                          STATION DESCRIPTION
 RB0144
 RB0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RB0144'1.3 MI NE FROM ISLAND CITY.
 RB0144'1.3 MILES N.E. ALONG STATE HWY. 82 FROM POSTOFFICE ALONG THE RIGHT OF
 RB0144'WAY OF STATE HWY. 82, SOUTH OF LARGE BARN, 4 FEET WEST OF GATE TO
 RB0144'PRIVATE RAILROAD CROSSING, 34 FEET SOUTH OF THE CENTERLINE OF HIGHWAY,
 RB0144'1 FOOT NORTH OF R.O.W. FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0788 ***********************************************************************
 RB0788  DESIGNATION -  G 86
 RB0788  PID         -  RB0788
 RB0788  STATE/COUNTY-  OR/MORROW
 RB0788  USGS QUAD   -  SKINNERS FORK (1968)
 RB0788
 RB0788                         *CURRENT SURVEY CONTROL
 RB0788  ___________________________________________________________________
 RB0788* NAD 83(1986)-  45 22 19.     (N)    119 28 55.     (W)     SCALED    
 RB0788* NAVD 88     -       693.678  (meters)    2275.84   (feet)  ADJUSTED  
 RB0788  ___________________________________________________________________
 RB0788  GEOID HEIGHT-         -20.59  (meters)                     GEOID03
 RB0788  DYNAMIC HT  -         693.539 (meters)    2275.39  (feet)  COMP
 RB0788  MODELED GRAV-     980,393.5   (mgal)                       NAVD 88
 RB0788
 RB0788  VERT ORDER  -  SECOND    CLASS 0
 RB0788
 RB0788.The horizontal coordinates were scaled from a topographic map and have
 RB0788.an estimated accuracy of +/- 6 seconds.
 RB0788
 RB0788.The orthometric height was determined by differential leveling
 RB0788.and adjusted in June 1991.
 RB0788
 RB0788.The geoid height was determined by GEOID03.
 RB0788
 RB0788.The dynamic height is computed by dividing the NAVD 88
 RB0788.geopotential number by the normal gravity value computed on the
 RB0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0788.degrees latitude (g = 980.6199 gals.).
 RB0788
 RB0788.The modeled gravity was interpolated from observed gravity values.
 RB0788
 RB0788;                    North         East    Units  Estimated Accuracy
 RB0788;SPC OR N     -   190,000.    2,579,740.      MT  (+/- 180 meters Scaled)
 RB0788
 RB0788                          SUPERSEDED SURVEY CONTROL
 RB0788
 RB0788  NGVD 29 (??/??/92)  692.580  (m)         2272.24   (f) ADJ UNCH    2 0
 RB0788
 RB0788.Superseded values are not recommended for survey control.
 RB0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0788.See file dsdata.txt to determine how the superseded data were derived.
 RB0788
 RB0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL056272(NAD 83)
 RB0788_MARKER: DB = BENCH MARK DISK
 RB0788_SETTING: 0 = UNSPECIFIED SETTING
 RB0788_STAMPING: G 86 1934
 RB0788_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RB0788
 RB0788  HISTORY     - Date     Condition        Report By
 RB0788  HISTORY     - 1934     MONUMENTED       CGS
 RB0788
 RB0788                          STATION DESCRIPTION
 RB0788
 RB0788'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RB0788'3.8 MI E FROM HEPPNER.
 RB0788'3.8 MI. EAST FROM COURT HOUSE.  ALONG STATE HIGHWAY NO. 74, 0.3 MILE
 RB0788'NORTHEAST OF ROAD LEADING NORTH TO ECHO, 42 FEET NORTHWEST OF CENTER
 RB0788'LINE OF HIGHWAY ON CURVE, 13 FEET NORTH OF TELEPHONE POLE, AND 2 FEET
 RB0788'SOUTHWEST OF PILE OF ROCKS IN FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0868 ***********************************************************************
 RB0868  DESIGNATION -  G 87
 RB0868  PID         -  RB0868
 RB0868  STATE/COUNTY-  OR/MORROW
 RB0868  USGS QUAD   -  IONE NORTH (1968)
 RB0868
 RB0868                         *CURRENT SURVEY CONTROL
 RB0868  ___________________________________________________________________
 RB0868* NAD 83(1986)-  45 30 07.     (N)    119 49 05.     (W)     SCALED    
 RB0868* NAVD 88     -       334.275  (meters)    1096.70   (feet)  ADJUSTED  
 RB0868  ___________________________________________________________________
 RB0868  GEOID HEIGHT-         -21.29  (meters)                     GEOID03
 RB0868  DYNAMIC HT  -         334.245 (meters)    1096.60  (feet)  COMP
 RB0868  MODELED GRAV-     980,518.8   (mgal)                       NAVD 88
 RB0868
 RB0868  VERT ORDER  -  SECOND    CLASS 0
 RB0868
 RB0868.The horizontal coordinates were scaled from a topographic map and have
 RB0868.an estimated accuracy of +/- 6 seconds.
 RB0868
 RB0868.The orthometric height was determined by differential leveling
 RB0868.and adjusted in June 1991.
 RB0868
 RB0868.The geoid height was determined by GEOID03.
 RB0868
 RB0868.The dynamic height is computed by dividing the NAVD 88
 RB0868.geopotential number by the normal gravity value computed on the
 RB0868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0868.degrees latitude (g = 980.6199 gals.).
 RB0868
 RB0868.The modeled gravity was interpolated from observed gravity values.
 RB0868
 RB0868;                    North         East    Units  Estimated Accuracy
 RB0868;SPC OR N     -   204,170.    2,553,290.      MT  (+/- 180 meters Scaled)
 RB0868
 RB0868                          SUPERSEDED SURVEY CONTROL
 RB0868
 RB0868  NGVD 29 (??/??/92)  333.242  (m)         1093.31   (f) ADJ UNCH    2 0
 RB0868
 RB0868.Superseded values are not recommended for survey control.
 RB0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0868.See file dsdata.txt to determine how the superseded data were derived.
 RB0868
 RB0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKL798425(NAD 83)
 RB0868_MARKER: DB = BENCH MARK DISK
 RB0868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0868_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0868_STAMPING: G 87 1934
 RB0868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0868+STABILITY: SURFACE MOTION
 RB0868
 RB0868  HISTORY     - Date     Condition        Report By
 RB0868  HISTORY     - 1934     MONUMENTED       CGS
 RB0868  HISTORY     - 1959     GOOD             NGS
 RB0868
 RB0868                          STATION DESCRIPTION
 RB0868
 RB0868'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RB0868'0.5 MI E FROM IONE.
 RB0868'0.5 MILE EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 RB0868'IONE, 0.25 MILE WEST OF MILEPOLE 29, ABOUT 0.1 MILE SOUTH OF STATE
 RB0868'HIGHWAY 74, 115 FEET SOUTHEAST OF THE CENTER OF THE CROSSING OF AN
 RB0868'ASPHALT ROAD, 46.0 FEET SOUTH OF THE SOUTH RAIL, 105 FEET EAST OF THE
 RB0868'CENTER LINE OF THE ROAD, 76 FEET EAST OF A FENCE CORNER, 27 FEET
 RB0868'SOUTHEAST OF A TELEPHONE POLE, 0.3 FOOT NORTH OF A FENCE, 1.3 FEET
 RB0868'SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND SET IN THE
 RB0868'TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0869 ***********************************************************************
 RB0869  DESIGNATION -  G 87 A
 RB0869  PID         -  RB0869
 RB0869  STATE/COUNTY-  OR/MORROW
 RB0869  USGS QUAD   -  IONE NORTH (1968)
 RB0869
 RB0869                         *CURRENT SURVEY CONTROL
 RB0869  ___________________________________________________________________
 RB0869* NAD 83(1986)-  45 30 10.     (N)    119 49 20.     (W)     SCALED    
 RB0869* NAVD 88     -       336.145  (meters)    1102.84   (feet)  ADJUSTED  
 RB0869  ___________________________________________________________________
 RB0869  GEOID HEIGHT-         -21.29  (meters)                     GEOID03
 RB0869  DYNAMIC HT  -         336.116 (meters)    1102.74  (feet)  COMP
 RB0869  MODELED GRAV-     980,520.5   (mgal)                       NAVD 88
 RB0869
 RB0869  VERT ORDER  -  SECOND    CLASS 0
 RB0869
 RB0869.The horizontal coordinates were scaled from a topographic map and have
 RB0869.an estimated accuracy of +/- 6 seconds.
 RB0869
 RB0869.The orthometric height was determined by differential leveling
 RB0869.and adjusted in June 1991.
 RB0869
 RB0869.The geoid height was determined by GEOID03.
 RB0869
 RB0869.The dynamic height is computed by dividing the NAVD 88
 RB0869.geopotential number by the normal gravity value computed on the
 RB0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0869.degrees latitude (g = 980.6199 gals.).
 RB0869
 RB0869.The modeled gravity was interpolated from observed gravity values.
 RB0869
 RB0869;                    North         East    Units  Estimated Accuracy
 RB0869;SPC OR N     -   204,260.    2,552,970.      MT  (+/- 180 meters Scaled)
 RB0869
 RB0869                          SUPERSEDED SURVEY CONTROL
 RB0869
 RB0869  NGVD 29 (??/??/92)  335.11   (m)         1099.4    (f) COMPUTED    2 0
 RB0869
 RB0869.Superseded values are not recommended for survey control.
 RB0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0869.See file dsdata.txt to determine how the superseded data were derived.
 RB0869
 RB0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKL795426(NAD 83)
 RB0869_MARKER: DD = SURVEY DISK
 RB0869_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RB0869_SP_SET: PIER
 RB0869_STAMPING: G 87 A 1934
 RB0869_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RB0869
 RB0869  HISTORY     - Date     Condition        Report By
 RB0869  HISTORY     - 1934     MONUMENTED       CGS
 RB0869  HISTORY     - 1959     MARK NOT FOUND   NGS
 RB0869
 RB0869                          STATION DESCRIPTION
 RB0869
 RB0869'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RB0869'0.2 MI E FROM IONE.
 RB0869'0.2 MILE EAST FROM STATION.  ALONG STATE HIGHWAY NO. 74, ON NORTH END
 RB0869'OF WEST PIER OF HIGHWAY BRIDGE OVER LORRAINE CREEK.
 RB0869
 RB0869                          STATION RECOVERY (1959)
 RB0869
 RB0869'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 RB0869'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0003 ***********************************************************************
 RC0003  DESIGNATION -  G 88
 RC0003  PID         -  RC0003
 RC0003  STATE/COUNTY-  OR/GILLIAM
 RC0003  USGS QUAD   -  HEPPNER JUNCTION (1970)
 RC0003
 RC0003                         *CURRENT SURVEY CONTROL
 RC0003  ___________________________________________________________________
 RC0003* NAD 83(1986)-  45 46 24.     (N)    120 00 51.     (W)     SCALED    
 RC0003* NAVD 88     -        80.472  (meters)     264.02   (feet)  ADJUSTED  
 RC0003  ___________________________________________________________________
 RC0003  GEOID HEIGHT-         -21.74  (meters)                     GEOID03
 RC0003  DYNAMIC HT  -          80.471 (meters)     264.01  (feet)  COMP
 RC0003  MODELED GRAV-     980,604.5   (mgal)                       NAVD 88
 RC0003
 RC0003  VERT ORDER  -  SECOND    CLASS 0
 RC0003
 RC0003.The horizontal coordinates were scaled from a topographic map and have
 RC0003.an estimated accuracy of +/- 6 seconds.
 RC0003
 RC0003.The orthometric height was determined by differential leveling
 RC0003.and adjusted in June 1991.
 RC0003
 RC0003.The geoid height was determined by GEOID03.
 RC0003
 RC0003.The dynamic height is computed by dividing the NAVD 88
 RC0003.geopotential number by the normal gravity value computed on the
 RC0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0003.degrees latitude (g = 980.6199 gals.).
 RC0003
 RC0003.The modeled gravity was interpolated from observed gravity values.
 RC0003
 RC0003;                    North         East    Units  Estimated Accuracy
 RC0003;SPC OR N     -   234,220.    2,537,790.      MT  (+/- 180 meters Scaled)
 RC0003
 RC0003                          SUPERSEDED SURVEY CONTROL
 RC0003
 RC0003  NGVD 29 (??/??/92)   79.468  (m)          260.72   (f) ADJ UNCH    2 0
 RC0003
 RC0003.Superseded values are not recommended for survey control.
 RC0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0003.See file dsdata.txt to determine how the superseded data were derived.
 RC0003
 RC0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGR321732(NAD 83)
 RC0003_MARKER: DB = BENCH MARK DISK
 RC0003_SETTING: 0 = UNSPECIFIED SETTING
 RC0003_STAMPING: G 88 1934
 RC0003_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC0003
 RC0003  HISTORY     - Date     Condition        Report By
 RC0003  HISTORY     - 1934     MONUMENTED       CGS
 RC0003  HISTORY     - 1961     MARK NOT FOUND   NGS
 RC0003
 RC0003                          STATION DESCRIPTION
 RC0003
 RC0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RC0003'1.7 MI S FROM HEPPNER JUNCTION.
 RC0003'1.7 MILES SOUTH FROM STATION, ALONG THE RIGHT OF WAY OF THE
 RC0003'OREGON-WASHINGTON RAILROAD AND NAVIGATION CO., 385 YARDS NORTH OF MILE
 RC0003'POST 2.  231 YARDS SOUTH OF SIGN HEPPNER JUNCTION 1 MILE.  45 FEET
 RC0003'WEST OF TRACK.  1 FOOT EAST OF RIGHT OF WAY FENCE.
 RC0003
 RC0003                          STATION RECOVERY (1961)
 RC0003
 RC0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 RC0003'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0609 ***********************************************************************
 QC0609  DESIGNATION -  G 89
 QC0609  PID         -  QC0609
 QC0609  STATE/COUNTY-  OR/WHEELER
 QC0609  USGS QUAD   -  KIMBERLY (1995)
 QC0609
 QC0609                         *CURRENT SURVEY CONTROL
 QC0609  ___________________________________________________________________
 QC0609* NAD 83(1986)-  44 51 17.     (N)    119 43 35.     (W)     SCALED    
 QC0609* NAVD 88     -       686.097  (meters)    2250.97   (feet)  ADJUSTED  
 QC0609  ___________________________________________________________________
 QC0609  GEOID HEIGHT-         -19.73  (meters)                     GEOID03
 QC0609  DYNAMIC HT  -         685.930 (meters)    2250.42  (feet)  COMP
 QC0609  MODELED GRAV-     980,350.8   (mgal)                       NAVD 88
 QC0609
 QC0609  VERT ORDER  -  SECOND    CLASS 0
 QC0609
 QC0609.The horizontal coordinates were scaled from a topographic map and have
 QC0609.an estimated accuracy of +/- 6 seconds.
 QC0609
 QC0609.The orthometric height was determined by differential leveling
 QC0609.and adjusted in June 1991.
 QC0609
 QC0609.The geoid height was determined by GEOID03.
 QC0609
 QC0609.The dynamic height is computed by dividing the NAVD 88
 QC0609.geopotential number by the normal gravity value computed on the
 QC0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0609.degrees latitude (g = 980.6199 gals.).
 QC0609
 QC0609.The modeled gravity was interpolated from observed gravity values.
 QC0609
 QC0609;                    North         East    Units  Estimated Accuracy
 QC0609;SPC OR N     -   132,310.    2,561,140.      MT  (+/- 180 meters Scaled)
 QC0609
 QC0609                          SUPERSEDED SURVEY CONTROL
 QC0609
 QC0609  NGVD 29 (??/??/92)  684.973  (m)         2247.28   (f) ADJ UNCH    2 0
 QC0609
 QC0609.Superseded values are not recommended for survey control.
 QC0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0609.See file dsdata.txt to determine how the superseded data were derived.
 QC0609
 QC0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKK845704(NAD 83)
 QC0609_MARKER: DB = BENCH MARK DISK
 QC0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0609_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QC0609_STAMPING: G 89 1934
 QC0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0609+STABILITY: SURFACE MOTION
 QC0609
 QC0609  HISTORY     - Date     Condition        Report By
 QC0609  HISTORY     - 1934     MONUMENTED       CGS
 QC0609  HISTORY     - 1962     GOOD             NGS
 QC0609  HISTORY     - 19870621 MARK NOT FOUND   USPSQD
 QC0609
 QC0609                          STATION DESCRIPTION
 QC0609
 QC0609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 QC0609'5.2 MI N FROM SPRAY.
 QC0609'REACHED FROM THE POST OFFICE AT SPRAY GO EAST AND NORTH ON STATE
 QC0609'HIGHWAY 207 FOR ABOUT 5.2 MILES, (THIS IS ABOUT 2.3 MILES NORTH OF THE
 QC0609'JUNCTION OF STATE HIGHWAY 207 AND 19,) AT THE SOUTHWEST END OF A DIRT
 QC0609'CUT, 35 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 1 FOOT
 QC0609'LOWER THAN THE HIGHWAY, 1 FOOT SOUTH OF A FENCE, AND 1 FOOT EAST OF A
 QC0609'WOODEN WITNESS POST.  A STANDARD DISK SET IN THE TOP OF A CONCRETE
 QC0609'POST THAT IS PROJECTING ABOUT 0.4 FOOT ABOVE THE SURFACE OF THE
 QC0609'GROUND.
 QC0609
 QC0609                          STATION RECOVERY (1987)
 QC0609
 QC0609'RECOVERY NOTE BY US POWER SQUADRON 1987 (DKT)
 QC0609'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0396 ***********************************************************************
 QC0396  DESIGNATION -  G 90
 QC0396  PID         -  QC0396
 QC0396  STATE/COUNTY-  OR/CROOK
 QC0396  USGS QUAD   -  SUPLEE (1992)
 QC0396
 QC0396                         *CURRENT SURVEY CONTROL
 QC0396  ___________________________________________________________________
 QC0396* NAD 83(1986)-  44 04 54.     (N)    119 43 33.     (W)     SCALED    
 QC0396* NAVD 88     -      1334.205  (meters)    4377.30   (feet)  ADJUSTED  
 QC0396  ___________________________________________________________________
 QC0396  GEOID HEIGHT-         -18.94  (meters)                     GEOID03
 QC0396  DYNAMIC HT  -        1333.606 (meters)    4375.34  (feet)  COMP
 QC0396  MODELED GRAV-     980,123.1   (mgal)                       NAVD 88
 QC0396
 QC0396  VERT ORDER  -  SECOND    CLASS 0
 QC0396
 QC0396.The horizontal coordinates were scaled from a topographic map and have
 QC0396.an estimated accuracy of +/- 6 seconds.
 QC0396
 QC0396.The orthometric height was determined by differential leveling
 QC0396.and adjusted in June 1991.
 QC0396
 QC0396.The geoid height was determined by GEOID03.
 QC0396
 QC0396.The dynamic height is computed by dividing the NAVD 88
 QC0396.geopotential number by the normal gravity value computed on the
 QC0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0396.degrees latitude (g = 980.6199 gals.).
 QC0396
 QC0396.The modeled gravity was interpolated from observed gravity values.
 QC0396
 QC0396;                    North         East    Units  Estimated Accuracy
 QC0396;SPC OR S     -   268,570.    1,562,010.      MT  (+/- 180 meters Scaled)
 QC0396
 QC0396                          SUPERSEDED SURVEY CONTROL
 QC0396
 QC0396  NGVD 29 (??/??/92) 1332.982  (m)         4373.29   (f) ADJ UNCH    2 0
 QC0396
 QC0396.Superseded values are not recommended for survey control.
 QC0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0396.See file dsdata.txt to determine how the superseded data were derived.
 QC0396
 QC0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKJ817845(NAD 83)
 QC0396_MARKER: DB = BENCH MARK DISK
 QC0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QC0396_STAMPING: G 90 1934
 QC0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0396+STABILITY: SURFACE MOTION
 QC0396
 QC0396  HISTORY     - Date     Condition        Report By
 QC0396  HISTORY     - 1934     MONUMENTED       CGS
 QC0396  HISTORY     - 1977     GOOD             NGS
 QC0396
 QC0396                          STATION DESCRIPTION
 QC0396
 QC0396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 QC0396'14.9 MI E FROM SUPLEE.
 QC0396'ABOUT 0.5 MI. N. ALONG THE PAULINA ROAD FROM THE P.O. AT SUPLEE
 QC0396'PAULINA P.O., 14.9 MI. EAST ALONG THE ROAD TO IZEE, 420 FEET E OF THE
 QC0396'HIGHWAY, 70 FEET SE OF A ABANDONED ROAD AND ABOUT 2 FT. HIGHER, A
 QC0396'STANDARD TABLET STAMPED G 90 1934 AND SET IN THE TOP OF A CONCRETE
 QC0396'POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0060 ***********************************************************************
 PB0060  DESIGNATION -  G 91
 PB0060  PID         -  PB0060
 PB0060  STATE/COUNTY-  OR/LAKE
 PB0060  USGS QUAD   -  CHRISTMAS LAKE (1982)
 PB0060
 PB0060                         *CURRENT SURVEY CONTROL
 PB0060  ___________________________________________________________________
 PB0060* NAD 83(1986)-  43 21 20.     (N)    120 32 10.     (W)     SCALED    
 PB0060* NAVD 88     -      1322.702  (meters)    4339.56   (feet)  ADJUSTED  
 PB0060  ___________________________________________________________________
 PB0060  GEOID HEIGHT-         -20.40  (meters)                     GEOID03
 PB0060  DYNAMIC HT  -        1322.019 (meters)    4337.32  (feet)  COMP
 PB0060  MODELED GRAV-     980,057.5   (mgal)                       NAVD 88
 PB0060
 PB0060  VERT ORDER  -  SECOND    CLASS 0
 PB0060
 PB0060.The horizontal coordinates were scaled from a topographic map and have
 PB0060.an estimated accuracy of +/- 6 seconds.
 PB0060
 PB0060.The orthometric height was determined by differential leveling
 PB0060.and adjusted in June 1991.
 PB0060
 PB0060.The geoid height was determined by GEOID03.
 PB0060
 PB0060.The dynamic height is computed by dividing the NAVD 88
 PB0060.geopotential number by the normal gravity value computed on the
 PB0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0060.degrees latitude (g = 980.6199 gals.).
 PB0060
 PB0060.The modeled gravity was interpolated from observed gravity values.
 PB0060
 PB0060;                    North         East    Units  Estimated Accuracy
 PB0060;SPC OR S     -   187,610.    1,497,070.      MT  (+/- 180 meters Scaled)
 PB0060
 PB0060                          SUPERSEDED SURVEY CONTROL
 PB0060
 PB0060  NGVD 29 (??/??/92) 1321.473  (m)         4335.53   (f) ADJ UNCH    2 0
 PB0060
 PB0060.Superseded values are not recommended for survey control.
 PB0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0060.See file dsdata.txt to determine how the superseded data were derived.
 PB0060
 PB0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP996032(NAD 83)
 PB0060_MARKER: DB = BENCH MARK DISK
 PB0060_SETTING: 0 = UNSPECIFIED SETTING
 PB0060_STAMPING: G 91 1934
 PB0060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PB0060
 PB0060  HISTORY     - Date     Condition        Report By
 PB0060  HISTORY     - 1934     MONUMENTED       CGS
 PB0060
 PB0060                          STATION DESCRIPTION
 PB0060
 PB0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PB0060'12.0 MI NE FROM LAKE.
 PB0060'ALONG THE ROLYAT-STAUFFER-LAKE ROAD, FROM POST OFFICE, AT INTERSECTION
 PB0060'OF ROADS LEADING EAST TO SAND SPRINGS, NORTH TO STAUFFER, SOUTH TO
 PB0060'LAKE, 40 FEET S.W. OF CENTERLINE OF ROAD, 60 FEET N.E. OF SMALL HOUSE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0320 ***********************************************************************
 PB0320  DESIGNATION -  G 92
 PB0320  PID         -  PB0320
 PB0320  STATE/COUNTY-  OR/KLAMATH
 PB0320  USGS QUAD   -  BEAR BUTTE (1968)
 PB0320
 PB0320                         *CURRENT SURVEY CONTROL
 PB0320  ___________________________________________________________________
 PB0320* NAD 83(1986)-  43 04 09.     (N)    121 25 41.     (W)     SCALED    
 PB0320* NAVD 88     -      1525.715  (meters)    5005.62   (feet)  ADJUSTED  
 PB0320  ___________________________________________________________________
 PB0320  GEOID HEIGHT-         -21.18  (meters)                     GEOID03
 PB0320  DYNAMIC HT  -        1524.823 (meters)    5002.69  (feet)  COMP
 PB0320  MODELED GRAV-     979,982.0   (mgal)                       NAVD 88
 PB0320
 PB0320  VERT ORDER  -  SECOND    CLASS 0
 PB0320
 PB0320.The horizontal coordinates were scaled from a topographic map and have
 PB0320.an estimated accuracy of +/- 6 seconds.
 PB0320
 PB0320.The orthometric height was determined by differential leveling
 PB0320.and adjusted in June 1991.
 PB0320
 PB0320.The geoid height was determined by GEOID03.
 PB0320
 PB0320.The dynamic height is computed by dividing the NAVD 88
 PB0320.geopotential number by the normal gravity value computed on the
 PB0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0320.degrees latitude (g = 980.6199 gals.).
 PB0320
 PB0320.The modeled gravity was interpolated from observed gravity values.
 PB0320
 PB0320;                    North         East    Units  Estimated Accuracy
 PB0320;SPC OR S     -   156,210.    1,424,420.      MT  (+/- 180 meters Scaled)
 PB0320
 PB0320                          SUPERSEDED SURVEY CONTROL
 PB0320
 PB0320  NGVD 29 (??/??/92) 1524.428  (m)         5001.39   (f) ADJ UNCH    2 0
 PB0320
 PB0320.Superseded values are not recommended for survey control.
 PB0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0320.See file dsdata.txt to determine how the superseded data were derived.
 PB0320
 PB0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFN279696(NAD 83)
 PB0320_MARKER: DB = BENCH MARK DISK
 PB0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0320_STAMPING: G 92 1934
 PB0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0320+STABILITY: SURFACE MOTION
 PB0320
 PB0320  HISTORY     - Date     Condition        Report By
 PB0320  HISTORY     - 1934     MONUMENTED       CGS
 PB0320  HISTORY     - 1968     MARK NOT FOUND   NGS
 PB0320
 PB0320                          STATION DESCRIPTION
 PB0320
 PB0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PB0320'22.0 MI SW FROM SILVER LAKE.
 PB0320'22.0 MILES S.W. ALONG THE SILVER LAKE-KIRK ROAD FROM POST OFFICE.
 PB0320'ALONG THE SILVER LAKE-KIRK ROAD, 4.6 MILES S.W. OF BEAR FLAT SERVICE
 PB0320'STATION, 0.7 MILES S.W. OF ENTERING KLAMATH INDIAN RESERVATION SIGN
 PB0320'BOARD, 0.1 MILE S.W. OF WOODEN BRIDGE, 25 FEET S.E. OF THE CENTERLINE
 PB0320'OF ROAD.
 PB0320
 PB0320                          STATION RECOVERY (1968)
 PB0320
 PB0320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 PB0320'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0392 ***********************************************************************
 PB0392  DESIGNATION -  G 93
 PB0392  PID         -  PB0392
 PB0392  STATE/COUNTY-  OR/KLAMATH
 PB0392  USGS QUAD   -  CRESCENT LAKE (1981)
 PB0392
 PB0392                         *CURRENT SURVEY CONTROL
 PB0392  ___________________________________________________________________
 PB0392* NAD 83(1986)-  43 28 56.     (N)    121 54 02.     (W)     SCALED    
 PB0392* NAVD 88     -      1415.289  (meters)    4643.33   (feet)  ADJUSTED  
 PB0392  ___________________________________________________________________
 PB0392  GEOID HEIGHT-         -21.22  (meters)                     GEOID03
 PB0392  DYNAMIC HT  -        1414.571 (meters)    4640.97  (feet)  COMP
 PB0392  MODELED GRAV-     980,062.5   (mgal)                       NAVD 88
 PB0392
 PB0392  VERT ORDER  -  SECOND    CLASS 0
 PB0392
 PB0392.The horizontal coordinates were scaled from a topographic map and have
 PB0392.an estimated accuracy of +/- 6 seconds.
 PB0392
 PB0392.The orthometric height was determined by differential leveling
 PB0392.and adjusted in June 1991.
 PB0392
 PB0392.The geoid height was determined by GEOID03.
 PB0392
 PB0392.The dynamic height is computed by dividing the NAVD 88
 PB0392.geopotential number by the normal gravity value computed on the
 PB0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0392.degrees latitude (g = 980.6199 gals.).
 PB0392
 PB0392.The modeled gravity was interpolated from observed gravity values.
 PB0392
 PB0392;                    North         East    Units  Estimated Accuracy
 PB0392;SPC OR S     -   202,630.    1,386,710.      MT  (+/- 180 meters Scaled)
 PB0392
 PB0392                          SUPERSEDED SURVEY CONTROL
 PB0392
 PB0392  NGVD 29 (??/??/92) 1414.010  (m)         4639.13   (f) ADJ UNCH    2 0
 PB0392
 PB0392.Superseded values are not recommended for survey control.
 PB0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0392.See file dsdata.txt to determine how the superseded data were derived.
 PB0392
 PB0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP889149(NAD 83)
 PB0392_MARKER: DD = SURVEY DISK
 PB0392_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PB0392_SP_SET: WALK
 PB0392_STAMPING: G 93 1934
 PB0392_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PB0392
 PB0392  HISTORY     - Date     Condition        Report By
 PB0392  HISTORY     - 1934     MONUMENTED       ORDT
 PB0392  HISTORY     - 1956     GOOD             ORDT
 PB0392  HISTORY     - 1965     MARK NOT FOUND   USGS
 PB0392  HISTORY     - 19650824 MARK NOT FOUND   USPSQD
 PB0392
 PB0392                          STATION DESCRIPTION
 PB0392
 PB0392'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1956
 PB0392'6.25 MI SE FROM ODELL LAKE LODGE.
 PB0392'ABOUT 6.25 MILES SOUTHEAST ALONG THE WILLAMETTE HIGHWAY FROM ODELL
 PB0392'LAKE LODGE, KLAMATH COUNTY, AT THE SOUTHEAST END OF A BRIDGE OVER
 PB0392'CRESCENT CREEK, IN THE SOUTHWEST WALK.  AN OSHD STANDARD DISK STAMPED
 PB0392'G 93 1934.
 PB0392
 PB0392                          STATION RECOVERY (1965)
 PB0392
 PB0392'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 PB0392'MARK NOT FOUND.
 PB0392
 PB0392                          STATION RECOVERY (1965)
 PB0392
 PB0392'RECOVERY NOTE BY US POWER SQUADRON 1965 (WDG)
 PB0392'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0035 ***********************************************************************
 PC0035  DESIGNATION -  G 94
 PC0035  PID         -  PC0035
 PC0035  STATE/COUNTY-  OR/LANE
 PC0035  USGS QUAD   -  OAKRIDGE (1997)
 PC0035
 PC0035                         *CURRENT SURVEY CONTROL
 PC0035  ___________________________________________________________________
 PC0035* NAD 83(1986)-  43 44 52.     (N)    122 25 43.     (W)     SCALED    
 PC0035* NAVD 88     -       397.351  (meters)    1303.64   (feet)  ADJUSTED  
 PC0035  ___________________________________________________________________
 PC0035  GEOID HEIGHT-         -22.65  (meters)                     GEOID03
 PC0035  DYNAMIC HT  -         397.237 (meters)    1303.27  (feet)  COMP
 PC0035  MODELED GRAV-     980,319.9   (mgal)                       NAVD 88
 PC0035
 PC0035  VERT ORDER  -  SECOND    CLASS 0
 PC0035
 PC0035.The horizontal coordinates were scaled from a topographic map and have
 PC0035.an estimated accuracy of +/- 6 seconds.
 PC0035
 PC0035.The orthometric height was determined by differential leveling
 PC0035.and adjusted in June 1991.
 PC0035
 PC0035.The geoid height was determined by GEOID03.
 PC0035
 PC0035.The dynamic height is computed by dividing the NAVD 88
 PC0035.geopotential number by the normal gravity value computed on the
 PC0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0035.degrees latitude (g = 980.6199 gals.).
 PC0035
 PC0035.The modeled gravity was interpolated from observed gravity values.
 PC0035
 PC0035;                    North         East    Units  Estimated Accuracy
 PC0035;SPC OR S     -   232,970.    1,344,680.      MT  (+/- 180 meters Scaled)
 PC0035
 PC0035                          SUPERSEDED SURVEY CONTROL
 PC0035
 PC0035  NGVD 29 (??/??/92)  396.228  (m)         1299.96   (f) ADJ UNCH    2 0
 PC0035
 PC0035.Superseded values are not recommended for survey control.
 PC0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0035.See file dsdata.txt to determine how the superseded data were derived.
 PC0035
 PC0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP460440(NAD 83)
 PC0035_MARKER: DB = BENCH MARK DISK
 PC0035_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PC0035_SP_SET: ABUTMENT
 PC0035_STAMPING: G 94 1934
 PC0035_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PC0035
 PC0035  HISTORY     - Date     Condition        Report By
 PC0035  HISTORY     - 1934     MONUMENTED       CGS
 PC0035  HISTORY     - 1983     MARK NOT FOUND   USGS
 PC0035
 PC0035                          STATION DESCRIPTION
 PC0035
 PC0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PC0035'1.6 MI E FROM OAKRIDGE.
 PC0035'ALONG THE RIGHT OF WAY OF THE SOUTHERN PACIFIC RAILROAD CO., ON
 PC0035'RAILROAD BRIDGE NO. 578 D OVER SALMON CREEK, 7 FEET EAST OF TRACK, ON
 PC0035'TOP OF NORTH CONCRETE ABUTMENT.
 PC0035
 PC0035                          STATION RECOVERY (1983)
 PC0035
 PC0035'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 PC0035'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0663 ***********************************************************************
 RD0663  DESIGNATION -  G 96
 RD0663  PID         -  RD0663
 RD0663  STATE/COUNTY-  OR/WASHINGTON
 RD0663  USGS QUAD   -  BUXTON (1992)
 RD0663
 RD0663                         *CURRENT SURVEY CONTROL
 RD0663  ___________________________________________________________________
 RD0663* NAD 83(1986)-  45 41 17.     (N)    123 11 44.     (W)     SCALED    
 RD0663* NAVD 88     -        79.738  (meters)     261.61   (feet)  ADJUSTED  
 RD0663  ___________________________________________________________________
 RD0663  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 RD0663  DYNAMIC HT  -          79.739 (meters)     261.61  (feet)  COMP
 RD0663  MODELED GRAV-     980,635.6   (mgal)                       NAVD 88
 RD0663
 RD0663  VERT ORDER  -  SECOND    CLASS 0
 RD0663
 RD0663.The horizontal coordinates were scaled from a topographic map and have
 RD0663.an estimated accuracy of +/- 6 seconds.
 RD0663
 RD0663.The orthometric height was determined by differential leveling
 RD0663.and adjusted in June 1991.
 RD0663
 RD0663.The geoid height was determined by GEOID03.
 RD0663
 RD0663.The dynamic height is computed by dividing the NAVD 88
 RD0663.geopotential number by the normal gravity value computed on the
 RD0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0663.degrees latitude (g = 980.6199 gals.).
 RD0663
 RD0663.The modeled gravity was interpolated from observed gravity values.
 RD0663
 RD0663;                    North         East    Units  Estimated Accuracy
 RD0663;SPC OR N     -   228,130.    2,290,080.      MT  (+/- 180 meters Scaled)
 RD0663
 RD0663                          SUPERSEDED SURVEY CONTROL
 RD0663
 RD0663  NGVD 29 (??/??/92)   78.666  (m)          258.09   (f) ADJ UNCH    2 0
 RD0663
 RD0663.Superseded values are not recommended for survey control.
 RD0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0663.See file dsdata.txt to determine how the superseded data were derived.
 RD0663
 RD0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR847594(NAD 83)
 RD0663_MARKER: DB = BENCH MARK DISK
 RD0663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0663_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0663_STAMPING: G 96 1934 258.090
 RD0663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0663+STABILITY: SURFACE MOTION
 RD0663_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD0663+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2008
 RD0663
 RD0663  HISTORY     - Date     Condition        Report By
 RD0663  HISTORY     - 1934     MONUMENTED       CGS
 RD0663  HISTORY     - 1952     GOOD             NGS
 RD0663  HISTORY     - 1988     GOOD             USPSQD
 RD0663  HISTORY     - 20080711 GOOD             JCLS
 RD0663
 RD0663                          STATION DESCRIPTION
 RD0663
 RD0663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 RD0663'IN BUXTON.
 RD0663'AT BUXTON, WASHINGTON COUNTY, ABOUT 27 RAILS NORTH OF RAILROAD
 RD0663'MILEPOST 781, 94 FEET EAST OF THE MAIN TRACK OF THE SOUTHERN PACIFIC
 RD0663'CO., 36 FEET SOUTH OF THE CENTER LINE OF FISHER ROAD, AND 9 FEET SOUTH
 RD0663'OF A FENCE CORNER.  A STANDARD DISK SET IN AN 8-INCH SQUARE CONCRETE
 RD0663'POST PROJECTING 3 INCHES ABOVE THE GROUND.  DISK STAMPED 258.090.
 RD0663
 RD0663                          STATION RECOVERY (1988)
 RD0663
 RD0663'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCC)
 RD0663'RECOVERED IN GOOD CONDITION.
 RD0663
 RD0663                          STATION RECOVERY (2008)
 RD0663
 RD0663'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2008 (MRY)
 RD0663'TO REACH THE STATION FROM THE SEPERATION OF US 26 AND SR 47 NORTHWEST
 RD0663'OF MANNING, TRAVEL NORTH ON SR 47 FOR 0.35 MILES TO IT'S INTERSECTION
 RD0663'WITH FISHER RD.  TURN RIGHT ONTO FISHER RD AND TRAVEL ACROSS THE RR
 RD0663'TRACKS TO THE STATION ON THE RIGHT, AT THE WEST END OF A GRAVELLED LOT
 RD0663'FOR HEAVY EQUIPMENT PARKING.  THE FENCE CORNER REFERENCED IN THE 1952
 RD0663'DESCRIPTION NO LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1201 ***********************************************************************
 RD1201  DESIGNATION -  G 97
 RD1201  PID         -  RD1201
 RD1201  STATE/COUNTY-  OR/TILLAMOOK
 RD1201  USGS QUAD   -  FOLEY PEAK (1985)
 RD1201
 RD1201                         *CURRENT SURVEY CONTROL
 RD1201  ___________________________________________________________________
 RD1201* NAD 83(1986)-  45 42 04.     (N)    123 49 39.     (W)     SCALED    
 RD1201* NAVD 88     -        11.892  (meters)      39.02   (feet)  ADJUSTED  
 RD1201  ___________________________________________________________________
 RD1201  GEOID HEIGHT-         -22.00  (meters)                     GEOID03
 RD1201  DYNAMIC HT  -          11.893 (meters)      39.02  (feet)  COMP
 RD1201  MODELED GRAV-     980,708.7   (mgal)                       NAVD 88
 RD1201
 RD1201  VERT ORDER  -  FIRST     CLASS II
 RD1201
 RD1201.The horizontal coordinates were scaled from a topographic map and have
 RD1201.an estimated accuracy of +/- 6 seconds.
 RD1201
 RD1201.The orthometric height was determined by differential leveling
 RD1201.and adjusted in June 1991.
 RD1201
 RD1201.The geoid height was determined by GEOID03.
 RD1201
 RD1201.The dynamic height is computed by dividing the NAVD 88
 RD1201.geopotential number by the normal gravity value computed on the
 RD1201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1201.degrees latitude (g = 980.6199 gals.).
 RD1201
 RD1201.The modeled gravity was interpolated from observed gravity values.
 RD1201
 RD1201;                    North         East    Units  Estimated Accuracy
 RD1201;SPC OR N     -   231,410.    2,240,950.      MT  (+/- 180 meters Scaled)
 RD1201
 RD1201                          SUPERSEDED SURVEY CONTROL
 RD1201
 RD1201  NGVD 29 (??/??/92)   10.826  (m)           35.52   (f) ADJ UNCH    1 2
 RD1201
 RD1201.Superseded values are not recommended for survey control.
 RD1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1201.See file dsdata.txt to determine how the superseded data were derived.
 RD1201
 RD1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR355611(NAD 83)
 RD1201_MARKER: DB = BENCH MARK DISK
 RD1201_SETTING: 66 = SET IN ROCK OUTCROP
 RD1201_SP_SET: ROCK OUTCROP
 RD1201_STAMPING: G 97 1934
 RD1201_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RD1201+STABILITY: POSITION/ELEVATION WELL
 RD1201
 RD1201  HISTORY     - Date     Condition        Report By
 RD1201  HISTORY     - 1934     MONUMENTED       CGS
 RD1201  HISTORY     - 1966     GOOD             NGS
 RD1201  HISTORY     - 1987     MARK NOT FOUND   NGS
 RD1201
 RD1201                          STATION DESCRIPTION
 RD1201
 RD1201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 RD1201'2.1 MI E FROM MOHLER.
 RD1201'MAY BE REACHED FROM THE MOHLER CHEESE FACTORY BY GOING EAST ON STATE
 RD1201'HIGHWAY 53 FOR 0.3 MILE TO A SIDE ROAD RIGHT, JUST AFTER CROSSING THE
 RD1201'CONCRETE BRIDGE OVER THE NEHALEM RIVER, TURN RIGHT AND GO EAST ON THE
 RD1201'MACADAM ROAD PARALLELING THE SOUTHERN PACIFIC RAILROAD TRACKS AND ON
 RD1201'THE NORTH SIDE OF THE RIVER FOR 1.2 MILES TO ROY CREEK PARK ON THE
 RD1201'RIGHT, CONTINUE EAST ON THE MACADAM ROAD FOR 0.6 MILE TO A DRIVE-OUT
 RD1201'ON THE SOUTH SIDE OF THE ROAD.  FROM HERE PACK DOWN TO THE RAILROAD
 RD1201'TRACKS, ABOUT 150 FEET, TO THE BENCH MARK, WHICH IS 310 FEET SOUTHEAST
 RD1201'OF RAILROAD MILE POST NO. 829, 70 FEET NORTHWEST OF WOODEN CULVERT 828
 RD1201'F, 7 FEET NORTHEAST OF THE NEAREST RAIL, 3 FEET NORTHWEST OF A METAL
 RD1201'WITNESS POST AND 1 FOOT ABOVE THE LEVEL OF THE TRACKS CEMENTED IN A
 RD1201'DRILL HOLE NEAR THE BASE OF THE ROCK LEDGE.
 RD1201
 RD1201                          STATION RECOVERY (1987)
 RD1201
 RD1201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD1201'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0676 ***********************************************************************
 RD0676  DESIGNATION -  G 98
 RD0676  PID         -  RD0676
 RD0676  STATE/COUNTY-  OR/WASHINGTON
 RD0676  USGS QUAD   -  FOREST GROVE (1992)
 RD0676
 RD0676                         *CURRENT SURVEY CONTROL
 RD0676  ___________________________________________________________________
 RD0676* NAD 83(1986)-  45 31 09.     (N)    123 01 56.     (W)     SCALED    
 RD0676* NAVD 88     -        55.866  (meters)     183.29   (feet)  ADJUSTED  
 RD0676  ___________________________________________________________________
 RD0676  GEOID HEIGHT-         -22.71  (meters)                     GEOID03
 RD0676  DYNAMIC HT  -          55.865 (meters)     183.28  (feet)  COMP
 RD0676  MODELED GRAV-     980,588.0   (mgal)                       NAVD 88
 RD0676
 RD0676  VERT ORDER  -  SECOND    CLASS 0
 RD0676
 RD0676.The horizontal coordinates were scaled from a topographic map and have
 RD0676.an estimated accuracy of +/- 6 seconds.
 RD0676
 RD0676.The orthometric height was determined by differential leveling
 RD0676.and adjusted in June 1991.
 RD0676
 RD0676.The geoid height was determined by GEOID03.
 RD0676
 RD0676.The dynamic height is computed by dividing the NAVD 88
 RD0676.geopotential number by the normal gravity value computed on the
 RD0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0676.degrees latitude (g = 980.6199 gals.).
 RD0676
 RD0676.The modeled gravity was interpolated from observed gravity values.
 RD0676
 RD0676;                    North         East    Units  Estimated Accuracy
 RD0676;SPC OR N     -   208,950.    2,302,200.      MT  (+/- 180 meters Scaled)
 RD0676
 RD0676                          SUPERSEDED SURVEY CONTROL
 RD0676
 RD0676  NGVD 29 (??/??/92)   54.804  (m)          179.80   (f) ADJ UNCH    2 0
 RD0676
 RD0676.Superseded values are not recommended for survey control.
 RD0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0676.See file dsdata.txt to determine how the superseded data were derived.
 RD0676
 RD0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR974406(NAD 83)
 RD0676_MARKER: DB = BENCH MARK DISK
 RD0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0676_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0676_STAMPING: G 98 1934
 RD0676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0676+STABILITY: SURFACE MOTION
 RD0676_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD0676+SATELLITE: SATELLITE OBSERVATIONS - January 21, 2002
 RD0676
 RD0676  HISTORY     - Date     Condition        Report By
 RD0676  HISTORY     - 1934     MONUMENTED       CGS
 RD0676  HISTORY     - 1968     GOOD             NGS
 RD0676  HISTORY     - 1978     GOOD             NGS
 RD0676  HISTORY     - 1988     GOOD             USPSQD
 RD0676  HISTORY     - 1989     GOOD             USPSQD
 RD0676  HISTORY     - 19941002 GOOD             USPSQD
 RD0676  HISTORY     - 20020121 GOOD             INDIV
 RD0676
 RD0676                          STATION DESCRIPTION
 RD0676
 RD0676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RD0676'1.3 MI E FROM CORNELIUS.
 RD0676'1.3 MILES EAST ALONG STATE HIGHWAY 8 FROM THE CORNELIUS POST OFFICE,
 RD0676'1.1 MILES WEST ALONG STATE HIGHWAY 8 FROM THE BRIDGE OVER DAIRY CREEK,
 RD0676'240 FEET SOUTH OF THE INTERSECTION OF STATE HIGHWAY 8 AND S.W. 345TH
 RD0676'AVENUE, 42 FEET NORTHEAST OF RAILROAD MILE POST NO. 762.9, 34 FEET
 RD0676'NORTHEAST OF THE CENTER OF THE CROSSING, 21.5 FEET EAST OF THE CENTER
 RD0676'OF S.W. 345TH AVENUE, 27 FEET NORTH OF THE NEAREST RAIL, 6 FEET
 RD0676'SOUTHEAST OF A POWER POLE AND 0.5 FOOT EAST OF A METAL WITNESS POST
 RD0676'SET IN AN 8-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES.
 RD0676
 RD0676                          STATION RECOVERY (1978)
 RD0676
 RD0676'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 RD0676'THE BENCH MARK IS 2.5 MILES WEST OF HILLSBORO, 1.6 MILES EAST OF
 RD0676'CORNELIUS, AT RAILROAD CROSSING NO. 762.9 200 YARDS WEST OF RAILROAD
 RD0676'MILEPOST NO 763, 200 FEET SOUTH OF THE CENTER OF STATE HIGHWAY NO 8,
 RD0676'27 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD TRACKS, 22 FEET EAST
 RD0676'OF THE CENTER OF SOUTHWEST 345TH AVENUE, AND 6 FEET SOUTHEAST OF A
 RD0676'POWER POLE SET IN AN 8-INCH SQUARE CONCRETE POST THAT PROJECTS
 RD0676'1-INCH.
 RD0676
 RD0676                          STATION RECOVERY (1988)
 RD0676
 RD0676'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCC)
 RD0676'RECOVERED IN GOOD CONDITION.
 RD0676
 RD0676                          STATION RECOVERY (1989)
 RD0676
 RD0676'RECOVERY NOTE BY US POWER SQUADRON 1989 (AES)
 RD0676'RECOVERED IN GOOD CONDITION.
 RD0676
 RD0676                          STATION RECOVERY (1994)
 RD0676
 RD0676'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD0676'RECOVERED IN GOOD CONDITION.
 RD0676
 RD0676                          STATION RECOVERY (2002)
 RD0676
 RD0676'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (GLK)
 RD0676'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0718 ***********************************************************************
 QE0718  DESIGNATION -  G 99
 QE0718  PID         -  QE0718
 QE0718  STATE/COUNTY-  OR/POLK
 QE0718  USGS QUAD   -  MONMOUTH (1986)
 QE0718
 QE0718                         *CURRENT SURVEY CONTROL
 QE0718  ___________________________________________________________________
 QE0718* NAD 83(1986)-  44 51 02.     (N)    123 11 04.     (W)     SCALED    
 QE0718* NAVD 88     -        52.333  (meters)     171.70   (feet)  ADJUSTED  
 QE0718  ___________________________________________________________________
 QE0718  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 QE0718  DYNAMIC HT  -          52.331 (meters)     171.69  (feet)  COMP
 QE0718  MODELED GRAV-     980,573.8   (mgal)                       NAVD 88
 QE0718
 QE0718  VERT ORDER  -  SECOND    CLASS 0
 QE0718
 QE0718.The horizontal coordinates were scaled from a topographic map and have
 QE0718.an estimated accuracy of +/- 6 seconds.
 QE0718
 QE0718.The orthometric height was determined by differential leveling
 QE0718.and adjusted in June 1991.
 QE0718
 QE0718.The geoid height was determined by GEOID03.
 QE0718
 QE0718.The dynamic height is computed by dividing the NAVD 88
 QE0718.geopotential number by the normal gravity value computed on the
 QE0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0718.degrees latitude (g = 980.6199 gals.).
 QE0718
 QE0718.The modeled gravity was interpolated from observed gravity values.
 QE0718
 QE0718;                    North         East    Units  Estimated Accuracy
 QE0718;SPC OR N     -   135,080.    2,287,850.      MT  (+/- 180 meters Scaled)
 QE0718
 QE0718                          SUPERSEDED SURVEY CONTROL
 QE0718
 QE0718  NGVD 29 (??/??/92)   51.316  (m)          168.36   (f) ADJ UNCH    2 0
 QE0718
 QE0718.Superseded values are not recommended for survey control.
 QE0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0718.See file dsdata.txt to determine how the superseded data were derived.
 QE0718
 QE0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ854663(NAD 83)
 QE0718_MARKER: DB = BENCH MARK DISK
 QE0718_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QE0718_SP_SET: STEP
 QE0718_STAMPING: G 99 1934
 QE0718_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0718_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QE0718+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2005
 QE0718
 QE0718  HISTORY     - Date     Condition        Report By
 QE0718  HISTORY     - 1934     MONUMENTED       CGS
 QE0718  HISTORY     - 1968     GOOD             NGS
 QE0718  HISTORY     - 1990     GOOD             USPSQD
 QE0718  HISTORY     - 20040403 POOR             USPSQD
 QE0718  HISTORY     - 20050929 GOOD             USPSQD
 QE0718
 QE0718                          STATION DESCRIPTION
 QE0718
 QE0718'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 QE0718'IN INDEPENDENCE.
 QE0718'AT THE SOUTHWEST ANGLE FORMED BY MAIN STREET AND MONMOUTH STREET, 40
 QE0718'FEET WEST OF THE CENTER OF MAIN STREET AND 40 FEET SOUTH OF THE CENTER
 QE0718'OF MONMOUTH STREET, AT THE MAIN ENTRANCE TO THE FIRST NATIONAL BANK, 6
 QE0718'INCHES NORTHWEST OF THE SOUTHEAST END OF THE STEP AND PARTLY UNDER THE
 QE0718'DOOR.
 QE0718
 QE0718                          STATION RECOVERY (1990)
 QE0718
 QE0718'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCB)
 QE0718'RECOVERED IN GOOD CONDITION.
 QE0718
 QE0718                          STATION RECOVERY (2004)
 QE0718
 QE0718'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 QE0718'IN DOORWAY MOSTLY COVERED BY THRESHOLD. COVERED WITH CONCRETE
 QE0718
 QE0718                          STATION RECOVERY (2005)
 QE0718
 QE0718'RECOVERY NOTE BY US POWER SQUADRON 2005 (RH)
 QE0718'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH1050 ***********************************************************************
 OH1050  DESIGNATION -  G BM
 OH1050  PID         -  OH1050
 OH1050  STATE/COUNTY-  OR/MALHEUR
 OH1050  USGS QUAD   -  NYSSA (1965)
 OH1050
 OH1050                         *CURRENT SURVEY CONTROL
 OH1050  ___________________________________________________________________
 OH1050* NAD 83(1991)-  43 52 41.11004(N)    116 59 31.31067(W)     ADJUSTED  
 OH1050* NAVD 88     -       665.572  (meters)    2183.63   (feet)  ADJUSTED  
 OH1050  ___________________________________________________________________
 OH1050  LAPLACE CORR-           3.72  (seconds)                    DEFLEC99
 OH1050  GEOID HEIGHT-         -17.87  (meters)                     GEOID03
 OH1050  DYNAMIC HT  -         665.363 (meters)    2182.95  (feet)  COMP
 OH1050  MODELED GRAV-     980,283.4   (mgal)                       NAVD 88
 OH1050
 OH1050  HORZ ORDER  -  SECOND
 OH1050  VERT ORDER  -  FIRST     CLASS II
 OH1050
 OH1050.The horizontal coordinates were established by classical geodetic methods
 OH1050.and adjusted by the National Geodetic Survey in October 1991.
 OH1050
 OH1050.The orthometric height was determined by differential leveling
 OH1050.and adjusted in June 1991.
 OH1050
 OH1050.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1050
 OH1050.The geoid height was determined by GEOID03.
 OH1050
 OH1050.The dynamic height is computed by dividing the NAVD 88
 OH1050.geopotential number by the normal gravity value computed on the
 OH1050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH1050.degrees latitude (g = 980.6199 gals.).
 OH1050
 OH1050.The modeled gravity was interpolated from observed gravity values.
 OH1050
 OH1050;                    North         East     Units Scale Factor Converg.
 OH1050;SPC OR S     -   251,561.654 1,781,845.821   MT  0.99997130   +2 23 59.9
 OH1050;SPC OR S     -   825,333.51  5,845,950.86   iFT  0.99997130   +2 23 59.9
 OH1050;SPC ID W     -   246,396.424   700,184.021   MT  1.00005583   -0 51 39.4
 OH1050;SPC ID W     -   808,385.60  2,297,187.08   sFT  1.00005583   -0 51 39.4
 OH1050;UTM  11      - 4,858,332.311   500,640.235   MT  0.99960001   +0 00 19.9
 OH1050
 OH1050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1050!SPC OR S     -   0.99989845  x   0.99997130  =   0.99986975
 OH1050!SPC ID W     -   0.99989845  x   1.00005583  =   0.99995427
 OH1050!UTM  11      -   0.99989845  x   0.99960001  =   0.99949850
 OH1050
 OH1050                          SUPERSEDED SURVEY CONTROL
 OH1050
 OH1050  NAD 83(1986)-  43 52 41.10969(N)    116 59 31.30965(W) AD(       ) 2
 OH1050  NAD 27      -  43 52 41.53400(N)    116 59 27.74000(W) AD(       ) 2
 OH1050
 OH1050.Superseded values are not recommended for survey control.
 OH1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1050.See file dsdata.txt to determine how the superseded data were derived.
 OH1050
 OH1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ0064058332(NAD 83)
 OH1050
 OH1050  HISTORY     - Date     Condition        Report By
 OH1050  HISTORY     - UNK      MONUMENTED       NGS
 OH1050  HISTORY     - 1931     SEE DESCRIPTION  CGS
 OH1050  HISTORY     - 1945     SEE DESCRIPTION  CGS
 OH1050
 OH1050                          STATION DESCRIPTION
 OH1050
 OH1050'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 OH1050'AT NYSSA, IN THE CAPSTONE OF THE UNION PACIFIC RAILROAD WATER
 OH1050'TANK, 0.1 METER (0.3 FOOT) FROM THE N EDGE, AND 0.1 METER (0.3 FOOT)
 OH1050'FROM THE E EDGE.
 OH1050'
 OH1050'STATION IS MARKED BY A HOLE IN A HORIZONTAL SURFACE.
 OH1050'
 OH1050'REPORTED AS PROBABLY DESTROYED IN 1931.
 OH1050
 OH1050                          STATION RECOVERY (1945)
 OH1050
 OH1050'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (ANS)
 OH1050'THE WATER TANK HAS BEEN DEMOLISHED AND THE STATION DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AJ8173 ***********************************************************************
 AJ8173  DESIGNATION -  G SMITH
 AJ8173  PID         -  AJ8173
 AJ8173  STATE/COUNTY-  OR/MARION
 AJ8173  USGS QUAD   -  BREITENBUSH HOT SPRI (1997)
 AJ8173
 AJ8173                         *CURRENT SURVEY CONTROL
 AJ8173  ___________________________________________________________________
 AJ8173* NAD 83(2007)-  44 48 35.48985(N)    121 52 52.49408(W)     ADJUSTED  
 AJ8173* NAVD 88     -      1086.1    (meters)    3563.     (feet)  GPS OBS   
 AJ8173  ___________________________________________________________________
 AJ8173  EPOCH DATE  -        2007.00
 AJ8173  X           -  -2,394,290.275 (meters)                     COMP
 AJ8173  Y           -  -3,849,395.773 (meters)                     COMP
 AJ8173  Z           -   4,473,132.677 (meters)                     COMP
 AJ8173  LAPLACE CORR-           6.80  (seconds)                    DEFLEC99
 AJ8173  ELLIP HEIGHT-        1064.914 (meters)          (02/10/07) ADJUSTED
 AJ8173  GEOID HEIGHT-         -21.18  (meters)                     GEOID03
 AJ8173
 AJ8173  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ8173  Type    PID    Designation                      North   East  Ellip
 AJ8173  -------------------------------------------------------------------
 AJ8173  NETWORK AJ8173 G SMITH                           0.65   0.49   1.94
 AJ8173  -------------------------------------------------------------------
 AJ8173
 AJ8173.The horizontal coordinates were established by GPS observations
 AJ8173.and adjusted by the National Geodetic Survey in February 2007.
 AJ8173
 AJ8173.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ8173.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ8173.The horizontal coordinates are valid at the epoch date displayed above.
 AJ8173.The epoch date for horizontal control is a decimal equivalence
 AJ8173.of Year/Month/Day.
 AJ8173
 AJ8173.The orthometric height was determined by GPS observations and a
 AJ8173.high-resolution geoid model.
 AJ8173
 AJ8173.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8173
 AJ8173.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8173
 AJ8173.The ellipsoidal height was determined by GPS observations
 AJ8173.and is referenced to NAD 83.
 AJ8173
 AJ8173.The geoid height was determined by GEOID03.
 AJ8173
 AJ8173;                    North         East     Units Scale Factor Converg.
 AJ8173;SPC OR N     -   127,967.124 2,390,748.048   MT  0.99991409   -0 58 46.4
 AJ8173;SPC OR N     -   419,839.65  7,843,661.57   iFT  0.99991409   -0 58 46.4
 AJ8173;UTM  10      - 4,962,437.148   588,465.934   MT  0.99969624   +0 47 18.6
 AJ8173
 AJ8173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8173!SPC OR N     -   0.99983306  x   0.99991409  =   0.99974716
 AJ8173!UTM  10      -   0.99983306  x   0.99969624  =   0.99952935
 AJ8173
 AJ8173                          SUPERSEDED SURVEY CONTROL
 AJ8173
 AJ8173  NAD 83(1998)-  44 48 35.48816(N)    121 52 52.49436(W) AD(       ) B
 AJ8173  ELLIP H (02/26/02) 1064.916  (m)                       GP(       ) 3 2
 AJ8173
 AJ8173.Superseded values are not recommended for survey control.
 AJ8173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8173.See file dsdata.txt to determine how the superseded data were derived.
 AJ8173
 AJ8173_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ8846662437(NAD 83)
 AJ8173_MARKER: DD = SURVEY DISK
 AJ8173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8173_STAMPING: GSMITH 2000
 AJ8173_MARK LOGO: OR-005
 AJ8173_PROJECTION: RECESSED 5 CENTIMETERS
 AJ8173_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ8173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8173+STABILITY: SURFACE MOTION
 AJ8173_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8173+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2000
 AJ8173
 AJ8173  HISTORY     - Date     Condition        Report By
 AJ8173  HISTORY     - 20000901 MONUMENTED       OR-005
 AJ8173
 AJ8173                          STATION DESCRIPTION
 AJ8173
 AJ8173'DESCRIBED BY CLACKAMAS COUNTY OREGON 2000 (CRC)
 AJ8173'THIS STATION IS LOCATED ABOUT 100.2 KM (62.3 MI) SOUTH SOUTHEAST OF
 AJ8173'PORTLAND, 62.8 KM (39 MI)
 AJ8173'SOUTHEAST OF ESTACADA, ON U.S. FOREST SERVICE ROAD 46, JUST SOUTH OF
 AJ8173'U.S. FOREST SERVICE
 AJ8173'ROAD 4220, 5.3 MI SOUTH OF THE CLACKAMAS COUNTY LINE INTO MARION
 AJ8173'COUNTY, IN SECTION
 AJ8173'7, T. 9 S., R. 8 E., W.M.  OWNERSHIP -- U. S. FOREST SERVICE.
 AJ8173' 
 AJ8173'TO REACH THE STATION THE INTERSECTION OF STATE HIGHWAYS 211 AND 224
 AJ8173'ESTACADA,  GO
 AJ8173'SOUTHEAST ON HIGHWAY 224 FOR 40.8 KM (25.3 MI) TO A Y-JUNCTION JUST
 AJ8173'SOUTH OF THE BRIDGE
 AJ8173'OVER THE OAK GROVE BRANCH OF CLACKAMAS RIVER.  TAKE RIGHT FORK, WHERE
 AJ8173'HIGHWAY 224
 AJ8173'BECOMES U.S. FOREST SERVICE ROAD 46, AND GO SOUTHEASTERLY ON FOREST
 AJ8173'ROAD 46 FOR 45.4 KM
 AJ8173'(28.2 MI), JUST BEYOND THE JUNCTION OF U.S. FOREST SERVICE ROAD 4220
 AJ8173'ON LEFT, TO HIGH POWER
 AJ8173'TRANSMISSION LINES AND THE STATION ON THE RIGHT.  (THE STATION IS
 AJ8173'HALFWAY BETWEEN THE
 AJ8173'TWO MOST NORTHWESTERLY SETS OF LINES).
 AJ8173' 
 AJ8173'THE STATION IS A 6 CM (2.4 IN) BRONZE CAP ATTACHED TO  A 2.4 CM (1 IN)
 AJ8173'DIAMETER BY 76 CM (30 IN)
 AJ8173'LONG IRON PIPE EMBEDDED IN A ROUND 30 CM (12 IN) DIAMETER CONCRETE
 AJ8173'POST THAT IS 1.2 M (4 FT)
 AJ8173'DEEP AND RECESSED 5 CM (2 IN) BELOW THE  SURFACE OF THE GROUND.  IT IS
 AJ8173'7 M (23 FT)
 AJ8173'SOUTHWEST FROM THE ROAD, 2.4 M (8 FT) SOUTHWEST FROM A U.S. FOREST
 AJ8173'SERVICE ALUMINUM
 AJ8173'DISK STAMPED --CAMERA--, AND 35 M (114 FT) SOUTHEAST  FROM A MT. HOOD
 AJ8173'NATIONAL FOREST AND
 AJ8173'WILLAMETTE NATIONAL FOREST SIGN ON ROCK PILLAR.
 AJ8173' 
 AJ8173'ROAD ATLAS MAPS MAY BE OBTAINED AT THE CLACKAMAS COUNTY DEPARTMENT OF
 AJ8173'TRANSPORTATION AND DEVELOPMENT (DTD), 9101 S.E. SUNNYBROOK BLVD.,
 AJ8173'CLACKAMAS, OR 97015.
 AJ8173'PHONE 503-353-4681.   A MT. HOOD NATIONAL FOREST MAP MAY BE OBTAINED
 AJ8173'AT THE CLACKAMAS
 AJ8173'RIVER RANGER DISTRICT, U.S. FOREST SERVICE, 595 N.W. INDUSTRIAL WAY
 AJ8173'(FRONTAGE ROAD TO
 AJ8173'HIGHWAYS 211AND 224), ESTACADA, OR 97023.   PHONE 503-630-6861 AND
 AJ8173'503-630-8700.   THESE MAPS
 AJ8173'HAVE A MINOR FEE.
 AJ8173' 
 AJ8173' 
 AJ8173' 
 AJ8173' 
 AJ8173' 
 AJ8173'
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1637 ***********************************************************************
 QD1637  DESIGNATION -  G010
 QD1637  PID         -  QD1637
 QD1637  STATE/COUNTY-  OR/DESCHUTES
 QD1637  USGS QUAD   -  BEND AIRPORT (1962)
 QD1637
 QD1637                         *CURRENT SURVEY CONTROL
 QD1637  ___________________________________________________________________
 QD1637* NAD 83(1991)-  44 01 14.90446(N)    121 11 35.96489(W)     ADJUSTED  
 QD1637* NAVD 88     -      1135.     (meters)    3724.     (feet)  VERTCON   
 QD1637  ___________________________________________________________________
 QD1637  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 QD1637  GEOID HEIGHT-         -20.81  (meters)                     GEOID03
 QD1637  HORZ ORDER  -  SECOND
 QD1637
 QD1637.The horizontal coordinates were established by classical geodetic methods
 QD1637.and adjusted by the National Geodetic Survey in October 1991.
 QD1637
 QD1637.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1637.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1637
 QD1637.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1637
 QD1637.The geoid height was determined by GEOID03.
 QD1637
 QD1637;                    North         East     Units Scale Factor Converg.
 QD1637;SPC OR S     -   261,745.688 1,444,410.930   MT  1.00000535   -0 28 27.6
 QD1637;SPC OR S     -   858,745.70  4,738,881.00   iFT  1.00000535   -0 28 27.6
 QD1637;UTM  10      - 4,875,770.533   644,798.905   MT  0.99985787   +1 15 20.6
 QD1637
 QD1637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1637!SPC OR S     -   0.99982529  x   1.00000535  =   0.99983064
 QD1637!UTM  10      -   0.99982529  x   0.99985787  =   0.99968319
 QD1637
 QD1637:                Primary Azimuth Mark                     Grid Az
 QD1637:SPC OR S     -  GOSNEY                                   000 27 19.1
 QD1637:UTM  10      -  GOSNEY                                   358 43 30.9
 QD1637
 QD1637|---------------------------------------------------------------------|
 QD1637| PID    Reference Object                     Distance      Geod. Az  |
 QD1637|                                                           dddmmss.s |
 QD1637| QD1638 GOSNEY                              APPROX. 0.8 KM 3595851.5 |
 QD1637|---------------------------------------------------------------------|
 QD1637
 QD1637                          SUPERSEDED SURVEY CONTROL
 QD1637
 QD1637  NAD 83(1986)-  44 01 14.91034(N)    121 11 35.96878(W) AD(       ) 2
 QD1637  NAD 27      -  44 01 15.48491(N)    121 11 31.87043(W) AD(       ) 2
 QD1637  NGVD 29 (07/19/86) 1134.     (m)         3720.     (f) VERT ANG    3  
 QD1637
 QD1637.Superseded values are not recommended for survey control.
 QD1637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1637.See file dsdata.txt to determine how the superseded data were derived.
 QD1637
 QD1637_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP4479975771(NAD 83)
 QD1637_MARKER: DD = SURVEY DISK
 QD1637_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QD1637_SP_SET: METAL PIPE IMBEDDED IN GROUND
 QD1637_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QD1637_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD1637
 QD1637  HISTORY     - Date     Condition        Report By
 QD1637  HISTORY     - 1979     MONUMENTED       OR-017
 QD1637
 QD1637                          STATION DESCRIPTION
 QD1637
 QD1637'DESCRIBED BY DESCHUTES COUNTY OREGON 1979 (JAK)
 QD1637'THE STATION IS ABOUT 8.6 MILES EAST OF BEND ON THE WEST SIDE OF
 QD1637'GOSNEY ROAD.
 QD1637'
 QD1637'TO REACH THE STATION FROM THE COURTHOUSE IN BEND, GO EAST ON GREENWOOD
 QD1637'AVENUE AND HIGHWAY 20 FOR 6.5 MILES TO THE JUNCTION WITH GOSNEY ROAD.
 QD1637'TURN RIGHT AND GO SOUTH ON GOSNEY ROAD FOR 2.1 MILES TO THE STATION.
 QD1637'
 QD1637'STATION IS A STANDARD DESCHUTES COUNTY DISK STAMPED---G-010 1979---.
 QD1637'THE DISK IS SET IN CONCRETE, INSIDE A 4 INCH WATER PIPE WHICH
 QD1637'PROJECTS 2 INCHS ABOVE THE GROUND.  IT IS 50 FEET WEST OF THE EDGE OF
 QD1637'PAVEMENT, ON TOP OF A ROCK OUTCROPPING.  IT IS 700 FEET SOUTH OF
 QD1637'WARD ROAD JUNCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1640 ***********************************************************************
 QD1640  DESIGNATION -  G020
 QD1640  PID         -  QD1640
 QD1640  STATE/COUNTY-  OR/DESCHUTES
 QD1640  USGS QUAD   -  BEND AIRPORT (1962)
 QD1640
 QD1640                         *CURRENT SURVEY CONTROL
 QD1640  ___________________________________________________________________
 QD1640* NAD 83(1991)-  44 00 20.61159(N)    121 11 36.65034(W)     ADJUSTED  
 QD1640* NAVD 88     -      1146.     (meters)    3760.     (feet)  VERTCON   
 QD1640  ___________________________________________________________________
 QD1640  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 QD1640  GEOID HEIGHT-         -20.78  (meters)                     GEOID03
 QD1640  HORZ ORDER  -  SECOND
 QD1640
 QD1640.The horizontal coordinates were established by classical geodetic methods
 QD1640.and adjusted by the National Geodetic Survey in October 1991.
 QD1640
 QD1640.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1640.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1640
 QD1640.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1640
 QD1640.The geoid height was determined by GEOID03.
 QD1640
 QD1640;                    North         East     Units Scale Factor Converg.
 QD1640;SPC OR S     -   260,070.140 1,444,381.787   MT  1.00000146   -0 28 28.1
 QD1640;SPC OR S     -   853,248.49  4,738,785.39   iFT  1.00000146   -0 28 28.1
 QD1640;UTM  10      - 4,874,095.112   644,820.354   MT  0.99985795   +1 15 18.9
 QD1640
 QD1640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1640!SPC OR S     -   0.99982356  x   1.00000146  =   0.99982502
 QD1640!UTM  10      -   0.99982356  x   0.99985795  =   0.99968154
 QD1640
 QD1640:                Primary Azimuth Mark                     Grid Az
 QD1640:SPC OR S     -  KR 080                                   251 27 34.9
 QD1640:UTM  10      -  KR 080                                   249 43 47.9
 QD1640
 QD1640|---------------------------------------------------------------------|
 QD1640| PID    Reference Object                     Distance      Geod. Az  |
 QD1640|                                                           dddmmss.s |
 QD1640| QD1642 KR 080                              APPROX. 0.6 KM 2505906.8 |
 QD1640|---------------------------------------------------------------------|
 QD1640
 QD1640                          SUPERSEDED SURVEY CONTROL
 QD1640
 QD1640  NAD 83(1986)-  44 00 20.61750(N)    121 11 36.65394(W) AD(       ) 2
 QD1640  NAD 27      -  44 00 21.19156(N)    121 11 32.55719(W) AD(       ) 2
 QD1640  NGVD 29 (07/19/86) 1145.     (m)         3757.     (f) VERT ANG    3  
 QD1640
 QD1640.Superseded values are not recommended for survey control.
 QD1640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1640.See file dsdata.txt to determine how the superseded data were derived.
 QD1640
 QD1640_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP4482074095(NAD 83)
 QD1640_MARKER: DD = SURVEY DISK
 QD1640_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QD1640_SP_SET: METAL PIPE IMBEDDED IN GROUND
 QD1640_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QD1640_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD1640
 QD1640  HISTORY     - Date     Condition        Report By
 QD1640  HISTORY     - 1980     MONUMENTED       OR-017
 QD1640
 QD1640                          STATION DESCRIPTION
 QD1640
 QD1640'DESCRIBED BY DESCHUTES COUNTY OREGON 1980 (JAK)
 QD1640'THE STATION IS ABOUT 9.7 MILES EAST OF BEND ON THE EAST SIDE
 QD1640'OF GOSNEY ROAD.
 QD1640'
 QD1640'TO REACH THE STATION FROM THE COURTHOUSE IN BEND, GO EAST ON
 QD1640'GREENWOOD AVENUE AND HIGHWAY 20 FOR 6.5 MILES TO THE JUNCTION WITH
 QD1640'GOSNEY ROAD.  TURN RIGHT AND GO SOUTH ON GOSNEY ROAD FOR 3.2 MILES
 QD1640'TO THE STATION.
 QD1640'
 QD1640'STATION IS A STANDARD DESCHUTES COUNTY DISK STAMPED---G-020 1980---.
 QD1640'THE DISK IS SET IN CONCRETE, INSIDE A 4 INCH WATER PIPE WHICH IS
 QD1640'FLUSH WITH THE GROUND.  IT IS 13 FEET EAST OF EDGE OF PAVEMENT.  IT
 QD1640'IS 90 FEET NORTH OF CENTERLINE OF CINDERED DRIVEWAY, ADDRESS 60760.
 QD1640'IT IS 57 FEET NORTHEASTERLY OF A WARNING UNDERGROUND CABLE SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0365 ***********************************************************************
 QE0365  DESIGNATION -  GAB
 QE0365  PID         -  QE0365
 QE0365  STATE/COUNTY-  OR/MARION
 QE0365  USGS QUAD   -  SALEM WEST (1986)
 QE0365
 QE0365                         *CURRENT SURVEY CONTROL
 QE0365  ___________________________________________________________________
 QE0365* NAD 83(1986)-  44 55 44.     (N)    123 01 34.     (W)     SCALED    
 QE0365* NAVD 88     -        51.502  (meters)     168.97   (feet)  ADJUSTED  
 QE0365  ___________________________________________________________________
 QE0365  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 QE0365  DYNAMIC HT  -          51.500 (meters)     168.96  (feet)  COMP
 QE0365  MODELED GRAV-     980,569.2   (mgal)                       NAVD 88
 QE0365
 QE0365  VERT ORDER  -  FIRST     CLASS II
 QE0365
 QE0365.The horizontal coordinates were scaled from a topographic map and have
 QE0365.an estimated accuracy of +/- 6 seconds.
 QE0365
 QE0365.The orthometric height was determined by differential leveling
 QE0365.and adjusted in June 1991.
 QE0365
 QE0365.The geoid height was determined by GEOID03.
 QE0365
 QE0365.The dynamic height is computed by dividing the NAVD 88
 QE0365.geopotential number by the normal gravity value computed on the
 QE0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0365.degrees latitude (g = 980.6199 gals.).
 QE0365
 QE0365.The modeled gravity was interpolated from observed gravity values.
 QE0365
 QE0365;                    North         East    Units  Estimated Accuracy
 QE0365;SPC OR N     -   143,380.    2,300,630.      MT  (+/- 180 meters Scaled)
 QE0365
 QE0365                          SUPERSEDED SURVEY CONTROL
 QE0365
 QE0365  NGVD 29 (??/??/92)   50.475  (m)          165.60   (f) ADJ UNCH    1 2
 QE0365
 QE0365.Superseded values are not recommended for survey control.
 QE0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0365.See file dsdata.txt to determine how the superseded data were derived.
 QE0365
 QE0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ979750(NAD 83)
 QE0365_MARKER: DD = SURVEY DISK
 QE0365_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QE0365_SP_SET: SIDEWALK
 QE0365_STAMPING: GAB SOT 1935
 QE0365_MARK LOGO: USE   
 QE0365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0365_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QE0365+SATELLITE: SATELLITE OBSERVATIONS - January 31, 1989
 QE0365
 QE0365  HISTORY     - Date     Condition        Report By
 QE0365  HISTORY     - 1935     MONUMENTED       DOD
 QE0365  HISTORY     - 1947     GOOD             NGS
 QE0365  HISTORY     - 19890131 SEE DESCRIPTION  NGS
 QE0365  HISTORY     - 20011103 MARK NOT FOUND   USPSQD
 QE0365
 QE0365                          STATION DESCRIPTION
 QE0365
 QE0365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 QE0365'0.2 MI S FROM SALEM.
 QE0365'THE STATION IS LOCATED ABOUT 0.2 MILE S ALONG THE S.P.R.R. FROM THE
 QE0365'STATION AT SALEM, IN THE ANGLE OF THE CURB AT THE SE CORNER OF THE
 QE0365'INTERSECTION OF MISSION ST. AND S. 14TH ST.  IT LIES 21 FT. S OF THE
 QE0365'CENTER OF THE STREET AND 49 FT. E OF THE CENTERLINE OF THE MAIN TRACK.
 QE0365'IT IS MARKED BY A STANDARD USE DISK, STAMPED GAB SOT 1935, SET IN THE
 QE0365'TOP OF A CONCRETE POST.
 QE0365
 QE0365                          STATION RECOVERY (1989)
 QE0365
 QE0365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 QE0365'RECOVERED IN GOOD CONDITION.  THE MARK WILL BE DESTROYED IN NEAR
 QE0365'FUTURE DURING CONSTRUCTION.  A RESET MARK WAS SET ABOUT 100 METERS
 QE0365'EAST.  DESCRIBED BY L.L RIGGERS.
 QE0365
 QE0365                          STATION RECOVERY (2001)
 QE0365
 QE0365'RECOVERY NOTE BY US POWER SQUADRON 2001 (DMJ)
 QE0365'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2676 ***********************************************************************
 QE2676  DESIGNATION -  GAB RESET
 QE2676  PID         -  QE2676
 QE2676  STATE/COUNTY-  OR/MARION
 QE2676  USGS QUAD   -  SALEM WEST (1986)
 QE2676
 QE2676                         *CURRENT SURVEY CONTROL
 QE2676  ___________________________________________________________________
 QE2676* NAD 83(1986)-  44 55 44.     (N)    123 01 34.     (W)     SCALED    
 QE2676* NAVD 88     -        51.33   (meters)     168.4    (feet)  RESET     
 QE2676  ___________________________________________________________________
 QE2676  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 QE2676  VERT ORDER  -  THIRD
 QE2676
 QE2676.The horizontal coordinates were scaled from a topographic map and have
 QE2676.an estimated accuracy of +/- 6 seconds.
 QE2676
 QE2676.The orthometric height was computed from unverified reset data.
 QE2676.No vertical observational check was made to the station.
 QE2676
 QE2676.The geoid height was determined by GEOID03.
 QE2676
 QE2676;                    North         East    Units  Estimated Accuracy
 QE2676;SPC OR N     -   143,380.    2,300,630.      MT  (+/- 180 meters Scaled)
 QE2676
 QE2676                          SUPERSEDED SURVEY CONTROL
 QE2676
 QE2676  NGVD 29 (10/26/06)   50.30   (m)          165.0    (f) RESET       3  
 QE2676
 QE2676.Superseded values are not recommended for survey control.
 QE2676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2676.See file dsdata.txt to determine how the superseded data were derived.
 QE2676
 QE2676_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ979750(NAD 83)
 QE2676_MARKER: DB = BENCH MARK DISK
 QE2676_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QE2676_SP_SET: CONCRETE STEP
 QE2676_STAMPING: GAB SOT USE RESET 1989
 QE2676_MARK LOGO: NGS   
 QE2676_MAGNETIC: N = NO MAGNETIC MATERIAL
 QE2676_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE2676_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QE2676+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2006
 QE2676
 QE2676  HISTORY     - Date     Condition        Report By
 QE2676  HISTORY     - 1989     MONUMENTED       NGS
 QE2676  HISTORY     - 20011103 GOOD             USPSQD
 QE2676  HISTORY     - 20060218 GOOD             USPSQD
 QE2676
 QE2676                          STATION DESCRIPTION
 QE2676
 QE2676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 QE2676'THE MARK IS LOCATED IN SALEM.  IT IS 20.60 M (67.59 FT) EAST OF THE
 QE2676'CENTERLINE 14TH STREET SE AND 8.30 M (27.23 FT) NORTH OF THE CENTER
 QE2676'LINE OF TRIPP ST SE.  IT IS SET INTO A DRILL HOLE A SOUTH END OF
 QE2676'FIRST CONCRETE STEP LEADING TO THE TOP OF MISSION STREET OVERPASS.
 QE2676'DESCRIBED BY L.L. RIGGERS.
 QE2676
 QE2676                          STATION RECOVERY (2001)
 QE2676
 QE2676'RECOVERY NOTE BY US POWER SQUADRON 2001 (BJM)
 QE2676'RECOVERED IN GOOD CONDITION.
 QE2676
 QE2676                          STATION RECOVERY (2006)
 QE2676
 QE2676'RECOVERY NOTE BY US POWER SQUADRON 2006 (DLA)
 QE2676'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2530 ***********************************************************************
 QE2530  DESIGNATION -  GABE
 QE2530  PID         -  QE2530
 QE2530  STATE/COUNTY-  OR/LINCOLN
 QE2530  USGS QUAD   -  NEWPORT SOUTH (1984)
 QE2530
 QE2530                         *CURRENT SURVEY CONTROL
 QE2530  ___________________________________________________________________
 QE2530* NAD 83(1991)-  44 36 50.61113(N)    124 01 35.57594(W)     ADJUSTED  
 QE2530* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 QE2530  ___________________________________________________________________
 QE2530  LAPLACE CORR-          15.44  (seconds)                    DEFLEC99
 QE2530  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 QE2530  HORZ ORDER  -  THIRD
 QE2530
 QE2530.The horizontal coordinates were established by classical geodetic methods
 QE2530.and adjusted by the National Geodetic Survey in October 1991.
 QE2530
 QE2530.The orthometric height was scaled from a topographic map.
 QE2530
 QE2530.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2530
 QE2530.The geoid height was determined by GEOID03.
 QE2530
 QE2530;                    North         East     Units Scale Factor Converg.
 QE2530;SPC OR N     -   111,384.235 2,220,187.814   MT  0.99994113   -2 30 03.5
 QE2530;SPC OR N     -   365,433.84  7,284,080.75   iFT  0.99994113   -2 30 03.5
 QE2530;UTM  10      - 4,940,591.142   418,550.872   MT  0.99968158   -0 43 15.6
 QE2530
 QE2530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2530!SPC OR N     -   1.00000341  x   0.99994113  =   0.99994454
 QE2530!UTM  10      -   1.00000341  x   0.99968158  =   0.99968499
 QE2530
 QE2530                          SUPERSEDED SURVEY CONTROL
 QE2530
 QE2530  NAD 83(1986)-  44 36 50.64775(N)    124 01 35.62584(W) AD(       ) 3
 QE2530  NAD 27      -  44 36 51.23300(N)    124 01 31.24600(W) AD(       ) 3
 QE2530
 QE2530.Superseded values are not recommended for survey control.
 QE2530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2530.See file dsdata.txt to determine how the superseded data were derived.
 QE2530
 QE2530_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ1855140591(NAD 83)
 QE2530
 QE2530  HISTORY     - Date     Condition        Report By
 QE2530  HISTORY     - 1953     MONUMENTED       CGS
 QE2530  HISTORY     - 1975     SEE DESCRIPTION  NGS
 QE2530
 QE2530                          STATION DESCRIPTION
 QE2530
 QE2530'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (FAR)
 QE2530'THE STATION IS LOCATED ABOUT 1-1/2 MI. (AIRLINE) SE OF NEWPORT,
 QE2530'ON THE S SIDE OF YAQUINA BAY, ON THE NE END OF HINTON POINT.  THE
 QE2530'STATION IS THE NE GABLE OF A SAWMILL.  APPROXIMATE ELEVATION
 QE2530'ABOVE HIGH-WATERMARK IS 20 FT.
 QE2530
 QE2530                          STATION RECOVERY (1975)
 QE2530
 QE2530'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JVD)
 QE2530'THE BUILDING IS NO LONGER A SAWMILL.  IT IS PART OF THE IDAHO
 QE2530'POINT MARINA.
 QE2530'
 QE2530'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QE2530'1-1/2 MILES SOUTHEAST OF NEWPORT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1765 ***********************************************************************
 QD1765  DESIGNATION -  GABLE
 QD1765  PID         -  QD1765
 QD1765  STATE/COUNTY-  OR/WHEELER
 QD1765  USGS QUAD   -  CLARNO (1988)
 QD1765
 QD1765                         *CURRENT SURVEY CONTROL
 QD1765  ___________________________________________________________________
 QD1765* NAD 83(1991)-  44 54 45.00478(N)    120 27 20.80224(W)     ADJUSTED  
 QD1765* NAVD 88     -       525.85   (+/-2cm)    1725.2    (feet)  VERTCON   
 QD1765  ___________________________________________________________________
 QD1765  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 QD1765  GEOID HEIGHT-         -20.52  (meters)                     GEOID03
 QD1765  HORZ ORDER  -  SECOND
 QD1765  VERT ORDER  -  THIRD ? (See Below)
 QD1765
 QD1765.The horizontal coordinates were established by classical geodetic methods
 QD1765.and adjusted by the National Geodetic Survey in October 1991.
 QD1765
 QD1765.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1765.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1765.The vertical order pertains to the NGVD 29 superseded value.
 QD1765
 QD1765.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1765
 QD1765.The geoid height was determined by GEOID03.
 QD1765
 QD1765;                    North         East     Units Scale Factor Converg.
 QD1765;SPC OR N     -   138,439.727 2,503,491.702   MT  0.99990453   +0 01 52.9
 QD1765;SPC OR N     -   454,198.58  8,213,555.45   iFT  0.99990453   +0 01 52.9
 QD1765;UTM  10      - 4,976,379.629   700,828.837   MT  1.00009597   +1 47 48.8
 QD1765
 QD1765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1765!SPC OR N     -   0.99992078  x   0.99990453  =   0.99982531
 QD1765!UTM  10      -   0.99992078  x   1.00009597  =   1.00001674
 QD1765
 QD1765:                Primary Azimuth Mark                     Grid Az
 QD1765:SPC OR N     -  GABLE AZ MK                              100 06 20.7
 QD1765:UTM  10      -  GABLE AZ MK                              098 20 24.8
 QD1765
 QD1765|---------------------------------------------------------------------|
 QD1765| PID    Reference Object                     Distance      Geod. Az  |
 QD1765|                                                           dddmmss.s |
 QD1765| CD6607 GABLE AZ MK                                        1000813.6 |
 QD1765| CD8104 SNIP AZ MK 2                                       1161604.4 |
 QD1765| CD6608 GABLE RM 1                            6.248 METERS 26545     |
 QD1765| CD6609 GABLE RM 2                           11.798 METERS 33919     |
 QD1765|---------------------------------------------------------------------|
 QD1765
 QD1765                          SUPERSEDED SURVEY CONTROL
 QD1765
 QD1765  NAD 83(1986)-  44 54 45.01441(N)    120 27 20.79967(W) AD(       ) 2
 QD1765  NAD 27      -  44 54 45.54900(N)    120 27 16.69200(W) AD(       ) 2
 QD1765  NGVD 29 (07/19/86)  524.78   (m)         1721.7    (f) LEVELING    3  
 QD1765
 QD1765.Superseded values are not recommended for survey control.
 QD1765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1765.See file dsdata.txt to determine how the superseded data were derived.
 QD1765
 QD1765_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGQ0082976380(NAD 83)
 QD1765_MARKER: DS = TRIANGULATION STATION DISK
 QD1765_SETTING: 66 = SET IN ROCK OUTCROP
 QD1765
 QD1765  HISTORY     - Date     Condition        Report By
 QD1765  HISTORY     - 1946     MONUMENTED       CGS
 QD1765  HISTORY     - 1977     GOOD             NGS
 QD1765
 QD1765                          STATION DESCRIPTION
 QD1765
 QD1765'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 QD1765'THE STATION IS LOCATED ABOUT 0.6 MILE EAST OF THE BRIDGE ACROSS
 QD1765'THE JOHN DAY RIVER AT CLARNO AND ABOUT 0.2 MILE WEST OF STATE
 QD1765'HIGHWAY 218 WHERE IT CROSSES A LOW SADDLE ON A LONG RIDGE WHICH
 QD1765'EXTENDS TO THE RIVER.  IT IS ON THE THIRD PEAK EAST OF THE WEST
 QD1765'END OF THE RIDGE AND SLIGHTLY LOWER THAN THE OTHER TWO PEAKS.  IT
 QD1765'IS 4 FEET NORTH OF THE EDGE OF THE BLUFF AND 20 FEET EAST OF A
 QD1765'LARGE BOULDER.  STAMPED GABLE 1946 AND PROJECTS 2 INCHES.
 QD1765'
 QD1765'REFERENCE MARK NO 1 IS WEST OF THE STATION IN A LARGE BOULDER
 QD1765'WHICH PROJECTS 3 FEET AND IS 2.5 FEET HIGHER THAN THE
 QD1765'STATION.  STAMPED GABLE NO 1 1946.
 QD1765'
 QD1765'REFERENCE MARK NO 2 IS NORTHWEST OF THE STATION IN OUTCROPPING
 QD1765'BEDROCK, IS 6 FEET LOWER THAN THE STATION, SET FLUSH WITH THE
 QD1765'GROUND, AND IS STAMPED GABLE NO 2 1946
 QD1765'
 QD1765'THE AZIMUTH MARK IS APPROXIMATELY 0.7 MILE EAST OF THE STATION,
 QD1765'64 FEET NORTH OF THE HIGHWAY, AND 5 FEET NORTH OF A 4 IN X 4 IN
 QD1765'WHITE POST WHICH IS STAMPED U.S.B.M.  IT IS A STANDARD
 QD1765'U.S.C. AND G.S. BENCH MARK DISC SET IN A LARGE BOULDER WHICH
 QD1765'PROJECTS 3 FEET.  IT IS STAMPED X-361 1942.
 QD1765'
 QD1765'SUBSTITUTE STATION, P.P.105V-66A, IS SMALL JUNIPER TREE 267.99
 QD1765'FT. WEST OF STATION.
 QD1765'
 QD1765'TO REACH THE STATION FROM FOSSIL GO WEST ON STATE HIGHWAY 218
 QD1765'FOR 15.5 MILES TOWARD CLARNO, TO AN OLD SCHOOL HOUSE ON THE
 QD1765'RIGHT.  CONTINUE WEST ON HIGHWAY 218 FOR 2.9 MILES TO A BARN AND
 QD1765'CORRAL ON THE RIGHT*.  FROM HERE CONTINUE WEST ON HIGHWAY 218
 QD1765'FOR 0.75 MILE TO THE TOP OF A LOW SADDLE AND THE END OF TRUCK
 QD1765'TRAVEL.  FROM HERE PACK UP THE RIDGE, WEST, TO THE STATION AS
 QD1765'DESCRIBED.
 QD1765'
 QD1765'*FROM HERE THE AZIMUTH MARK IS 0.1 MILE WEST.
 QD1765
 QD1765                          STATION RECOVERY (1977)
 QD1765
 QD1765'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 QD1765'THE STATION MARK, AND BOTH REFERENCE MARKS WERE RECOVERED IN
 QD1765'GOOD CONDITION AS DESCRIBED.  THE AZIMUTH MARK HAD BEEN
 QD1765'DESTROYED.  AZIMUTH MARK 2 WAS ESTABLISHED.  A NEW TO REACH, AND
 QD1765'A DESCRIPTION TO AZIMUTH MARK 2 FOLLOWS.
 QD1765'
 QD1765'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 19, AND
 QD1765'218, AT THE SOUTH EDGE OF FOSSIL, GO SOUTH, AND WEST ON STATE
 QD1765'HIGHWAY 218 FOR 18.8 MILES TO THE END OF TRUCK TRAVEL, THIS IS
 QD1765'0.7 MILE BEFORE REACHING THE EAST END OF THE BRIDGE OVER THE
 QD1765'JOHN DAY RIVER AT CLARNO, AND 0.1 MILE BEFORE REACHING MILEPOST
 QD1765'NO. 24.  PACK SOUTH UP THE DRAW TO THE RIM OF THE BLUFF, THEN
 QD1765'PACK SOUTHWEST ALONG THE RIM TO THE FIRST SUMMIT, AND THE
 QD1765'STATION.  LENGTH OF PACK IS 1/4 HOUR.
 QD1765'
 QD1765'TO REACH AZIMUTH MARK 2 FROM THE END OF TRUCK TRAVEL GO EAST ON
 QD1765'STATE HIGHWAY 218 FOR 0.8 MILE TO A SIDE ROAD RIGHT, OPPOSITE A
 QD1765'SET OF ABANDONED RANCH BUILDINGS ON THE LEFT, TURN RIGHT, AND GO
 QD1765'SOUTH ON THE GRAVELED ROAD FOR 0.2 MILE TO A FENCE CORNER, AND THE
 QD1765'AZIMUTH MARK ON THE LEFT.
 QD1765'
 QD1765'THE AZIMUTH MARK, STAMPED SNIP 1946 AZ 2 1977, IS A STANDARD DISK
 QD1765'CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS 8-INCHES, 120
 QD1765'FEET SOUTHEAST OF THE FENCE CORNER, 95 FEET EAST, AND 40 FEET
 QD1765'HIGHER THAN THE ROAD, 86 FEET SOUTH OF AN EAST-WEST FENCE LINE,
 QD1765'AND 1 FOOT WEST OF A ROCK CAIRN.  NOTE--THE ARROW ON THE DISK
 QD1765'POINTS TOWARD TRIANGULATION STATION SNIP 1946, AS THIS MONUMENT
 QD1765'IS THE AZIMUTH MARK FOR BOTH STATIONS.
 QD1765'
 QD1765'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QD1765'13 MILES SOUTHWEST OF FOSSIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2630 ***********************************************************************
 RD2630  DESIGNATION -  GABRIEL
 RD2630  PID         -  RD2630
 RD2630  STATE/COUNTY-  OR/MULTNOMAH
 RD2630  USGS QUAD   -  LAKE OSWEGO (1984)
 RD2630
 RD2630                         *CURRENT SURVEY CONTROL
 RD2630  ___________________________________________________________________
 RD2630* NAD 83(1991)-  45 28 44.85357(N)    122 43 01.62495(W)     ADJUSTED  
 RD2630* NAVD 88     -       178.     (meters)     584.     (feet)  SCALED    
 RD2630  ___________________________________________________________________
 RD2630  LAPLACE CORR-           2.93  (seconds)                    DEFLEC99
 RD2630  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 RD2630  HORZ ORDER  -  SECOND
 RD2630
 RD2630.The horizontal coordinates were established by classical geodetic methods
 RD2630.and adjusted by the National Geodetic Survey in October 1991.
 RD2630
 RD2630.The orthometric height was scaled from a topographic map.
 RD2630
 RD2630.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2630
 RD2630.The geoid height was determined by GEOID03.
 RD2630
 RD2630;                    North         East     Units Scale Factor Converg.
 RD2630;SPC OR N     -   203,782.794 2,326,687.817   MT  0.99990923   -1 34 20.5
 RD2630;SPC OR N     -   668,578.72  7,633,490.21   iFT  0.99990923   -1 34 20.5
 RD2630;UTM  10      - 5,036,216.381   522,108.826   MT  0.99960601   +0 12 06.1
 RD2630
 RD2630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2630!SPC OR N     -   0.99997566  x   0.99990923  =   0.99988489
 RD2630!UTM  10      -   0.99997566  x   0.99960601  =   0.99958168
 RD2630
 RD2630:                Primary Azimuth Mark                     Grid Az
 RD2630:SPC OR N     -  PORTLAND COUNCIL CREST RAD MST           017 50 58.5
 RD2630:UTM  10      -  PORTLAND COUNCIL CREST RAD MST           016 04 31.9
 RD2630
 RD2630|---------------------------------------------------------------------|
 RD2630| PID    Reference Object                     Distance      Geod. Az  |
 RD2630|                                                           dddmmss.s |
 RD2630| RD2629 PORTLAND COUNCIL CREST RAD MST      APPROX. 2.4 KM 0161638.0 |
 RD2630| RD2636 PORTLAND RAD STA KQFM MAST          APPROX. 2.0 KM 0532530.9 |
 RD2630| CE2562 GABRIEL RM 1                          7.280 METERS 07802     |
 RD2630| CE2563 GABRIEL RM 2                          5.822 METERS 18704     |
 RD2630| RD2731 RALEIGH HILLS MAST                  APPROX. 2.7 KM 2654835.5 |
 RD2630| RD2732 RALEIGH                             APPROX. 3.6 KM 2670917.1 |
 RD2630|---------------------------------------------------------------------|
 RD2630
 RD2630                          SUPERSEDED SURVEY CONTROL
 RD2630
 RD2630  NAD 83(1986)-  45 28 44.87324(N)    122 43 01.63056(W) AD(       ) 2
 RD2630  NAD 27      -  45 28 45.44626(N)    122 42 57.28212(W) AD(       ) 2
 RD2630
 RD2630.Superseded values are not recommended for survey control.
 RD2630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2630.See file dsdata.txt to determine how the superseded data were derived.
 RD2630
 RD2630_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER2210936216(NAD 83)
 RD2630_MARKER: Z = SEE DESCRIPTION
 RD2630_SETTING: 0 = UNSPECIFIED SETTING
 RD2630_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD2630+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2004
 RD2630
 RD2630  HISTORY     - Date     Condition        Report By
 RD2630  HISTORY     - 1962     MONUMENTED       CGS
 RD2630  HISTORY     - 1973     SEE DESCRIPTION  NGS
 RD2630  HISTORY     - 19950926 GOOD             USPSQD
 RD2630  HISTORY     - 20040610 GOOD             USPSQD
 RD2630
 RD2630                          STATION DESCRIPTION
 RD2630
 RD2630'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 RD2630'THE STATION IS LOCATED IN THE SOUTHWEST PART OF PORTLAND, JUST
 RD2630'NORTH OF GABRIEL PARK, AND 3/4 MILE NORTHWEST OF MULTNOMAH.
 RD2630'
 RD2630'TO REACH THE STATION FROM THE INTERSECTION OF SW CAPITOL HIGHWAY
 RD2630'AND SW 35TH AVENUE IN MULTNOMAH, GO NORTH ON SW 35TH AVENUE FOR 0.6
 RD2630'MILE TO SW DAKOTA STREET.  TURN LEFT, WEST, FOR 0.2 MILE TO SW 39TH
 RD2630'AVENUE.  TURN RIGHT AND GO NORTH, UPHILL, FOR 0.05 MILE TO A
 RD2630'LOCKED GATE.  (KEY MAY BE OBTAINED FROM THE MAPLEWOOD WATER
 RD2630'DEPARTMENT.) CONTINUE FOR 0.05 MILE TO THE HIGHEST PART
 RD2630'OF THE HILL AND THE STATION.
 RD2630'
 RD2630'THE STATION MARK IS A STANDARD DISK STAMPED GABRIEL 1961, CEMENTED
 RD2630'IN A DRILL HOLE NEAR THE CENTER OF THE CONCRETE WATER TANK THAT
 RD2630'PROJECTS 4 FEET.  IT IS 23.9 FEET NORTH OF THE SOUTH EDGE OF THE
 RD2630'WATER TANK, AND 18.5 FEET EAST OF THE WEST EDGE OF THE WATER TANK.
 RD2630'
 RD2630'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED GABRIEL NO 1 1961,
 RD2630'CEMENTED IN A DRILL HOLE IN THE CONCRETE WATER TANK.  IT IS 6 INCHES
 RD2630'FROM THE EAST EDGE OF THE WATER TANK.
 RD2630'
 RD2630'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED GABRIEL NO 2 1961,
 RD2630'CEMENTED IN A DRILL HOLE IN THE TOP OF THE CONCRETE WATER TANK.  IT
 RD2630'IS 6 INCHES FROM THE SOUTH EDGE OF THE WATER TANK.
 RD2630'
 RD2630'STATION RALEIGH MAY BE USED AS AN AZIMUTH FOR THIS STATION.  SEE
 RD2630'DESCRIPTION THEREOF.
 RD2630
 RD2630                          STATION RECOVERY (1973)
 RD2630
 RD2630'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 RD2630'THE STATION MARK, AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 RD2630'CONDITION AS DESCRIBED.
 RD2630'
 RD2630'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RD2630'IN SOUTHWEST PORTLAND.
 RD2630
 RD2630                          STATION RECOVERY (1995)
 RD2630
 RD2630'RECOVERY NOTE BY US POWER SQUADRON 1995
 RD2630'RECOVERED IN GOOD CONDITION.
 RD2630
 RD2630                          STATION RECOVERY (2004)
 RD2630
 RD2630'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 RD2630'THERE ARE THREE CONCRETE TANKS IN THIS AREA. THE STATIONS ARE LOCATED
 RD2630'ON TOP OF TANK NUMBER 4
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1854 ***********************************************************************
 RD1854  DESIGNATION -  GAGE
 RD1854  PID         -  RD1854
 RD1854  STATE/COUNTY-  OR/TILLAMOOK
 RD1854  USGS QUAD   -  NESTUCCA BAY (1985)
 RD1854
 RD1854                         *CURRENT SURVEY CONTROL
 RD1854  ___________________________________________________________________
 RD1854* NAD 83(1991)-  45 10 31.40230(N)    123 55 57.39596(W)     ADJUSTED  
 RD1854* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 RD1854  ___________________________________________________________________
 RD1854  LAPLACE CORR-          18.53  (seconds)                    DEFLEC99
 RD1854  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 RD1854  HORZ ORDER  -  THIRD
 RD1854
 RD1854.The horizontal coordinates were established by classical geodetic methods
 RD1854.and adjusted by the National Geodetic Survey in October 1991.
 RD1854
 RD1854.The orthometric height was scaled from a topographic map.
 RD1854
 RD1854.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1854
 RD1854.The geoid height was determined by GEOID03.
 RD1854
 RD1854;                    North         East     Units Scale Factor Converg.
 RD1854;SPC OR N     -   173,381.851 2,230,286.161   MT  0.99989459   -2 26 03.7
 RD1854;SPC OR N     -   568,838.09  7,317,211.81   iFT  0.99989459   -2 26 03.7
 RD1854;UTM  10      - 5,002,857.272   426,720.677   MT  0.99966603   -0 39 41.4
 RD1854
 RD1854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1854!SPC OR N     -   1.00000308  x   0.99989459  =   0.99989767
 RD1854!UTM  10      -   1.00000308  x   0.99966603  =   0.99966911
 RD1854
 RD1854:                Primary Azimuth Mark                     Grid Az
 RD1854:SPC OR N     -  CRAVEN                                   180 51 09.0
 RD1854:UTM  10      -  CRAVEN                                   179 04 46.7
 RD1854
 RD1854|---------------------------------------------------------------------|
 RD1854| PID    Reference Object                     Distance      Geod. Az  |
 RD1854|                                                           dddmmss.s |
 RD1854| RD1865 CRAVEN                              APPROX. 1.1 KM 1782505.3 |
 RD1854|---------------------------------------------------------------------|
 RD1854
 RD1854                          SUPERSEDED SURVEY CONTROL
 RD1854
 RD1854  NAD 83(1986)-  45 10 31.43460(N)    123 55 57.40373(W) AD(       ) 3
 RD1854  NAD 27      -  45 10 32.05900(N)    123 55 52.99500(W) AD(       ) 3
 RD1854
 RD1854.Superseded values are not recommended for survey control.
 RD1854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1854.See file dsdata.txt to determine how the superseded data were derived.
 RD1854
 RD1854_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR2672102857(NAD 83)
 RD1854
 RD1854  HISTORY     - Date     Condition        Report By
 RD1854  HISTORY     - 1883     MONUMENTED       CGS
 RD1854
 RD1854                          STATION DESCRIPTION
 RD1854
 RD1854'DESCRIBED BY COAST AND GEODETIC SURVEY 1883 (CR)
 RD1854'STATION IS ON THE N SIDE OF NESTUGGA BAY ON TIDE LAND, ABOUT 150
 RD1854'METERS FROM THE MUD FLATS AND 30 METERS E OF A SMALL CREEK.
 RD1854'
 RD1854'THE STATION IS MARKED BY A COPPER TACK IN THE TOP OF A REDWOOD
 RD1854'STAKE 3 FEET LONG BY 6 INCHES IN DIAMETER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1883 ***********************************************************************
 RD1883  DESIGNATION -  GAGE B
 RD1883  PID         -  RD1883
 RD1883  STATE/COUNTY-  OR/TILLAMOOK
 RD1883  USGS QUAD   -  NESTUCCA BAY (1985)
 RD1883
 RD1883                         *CURRENT SURVEY CONTROL
 RD1883  ___________________________________________________________________
 RD1883* NAD 83(1991)-  45 11 07.23825(N)    123 56 11.16667(W)     ADJUSTED  
 RD1883* NAVD 88     -       152.8    (meters)     501.     (feet)  VERTCON   
 RD1883  ___________________________________________________________________
 RD1883  LAPLACE CORR-          18.71  (seconds)                    DEFLEC99
 RD1883  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 RD1883  HORZ ORDER  -  THIRD
 RD1883
 RD1883.The horizontal coordinates were established by classical geodetic methods
 RD1883.and adjusted by the National Geodetic Survey in October 1991.
 RD1883
 RD1883.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD1883.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD1883
 RD1883.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1883
 RD1883.The geoid height was determined by GEOID03.
 RD1883
 RD1883;                    North         East     Units Scale Factor Converg.
 RD1883;SPC OR N     -   174,499.800 2,230,032.818   MT  0.99989462   -2 26 13.5
 RD1883;SPC OR N     -   572,505.91  7,316,380.64   iFT  0.99989462   -2 26 13.5
 RD1883;UTM  10      - 5,003,966.594   426,432.936   MT  0.99966654   -0 39 51.6
 RD1883
 RD1883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1883!SPC OR N     -   0.99997960  x   0.99989462  =   0.99987422
 RD1883!UTM  10      -   0.99997960  x   0.99966654  =   0.99964615
 RD1883
 RD1883                          SUPERSEDED SURVEY CONTROL
 RD1883
 RD1883  NAD 83(1986)-  45 11 07.27105(N)    123 56 11.17350(W) AD(       ) 3
 RD1883  NAD 27      -  45 11 07.88600(N)    123 56 06.77700(W) AD(       ) 3
 RD1883  NGVD 29 (07/19/86)  151.8    (m)          498.     (f) VERT ANG    3  
 RD1883
 RD1883.Superseded values are not recommended for survey control.
 RD1883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1883.See file dsdata.txt to determine how the superseded data were derived.
 RD1883
 RD1883_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR2643303967(NAD 83)
 RD1883
 RD1883  HISTORY     - Date     Condition        Report By
 RD1883  HISTORY     - 1908     MONUMENTED       CGS
 RD1883
 RD1883                          STATION DESCRIPTION
 RD1883
 RD1883'DESCRIBED BY COAST AND GEODETIC SURVEY 1908 (JSH)
 RD1883'STATION IS ON THE E SIDE OF A HIGH GREEN HILL ON THE N SIDE OF
 RD1883'NESTUGGA BAY, ABOUT ON LINE BETWEEN BOZLEY AND ROUND TOP, 33 METERS
 RD1883'FROM THE TOP OF THE HILL.
 RD1883'
 RD1883'THE STATION IS MARKED BY AN INCH DRILL HOLE IN A LARGE ROCK
 RD1883'FLUSH WITH SURFACE.  THERE ARE THREE LARGE GALVANIZED-IRON NAILS
 RD1883'IN A BLAZE IN A SNAG ABOUT 12 METERS WSW MAGNETIC, AND ANOTHER
 RD1883'BLAZED SNAG BEARS ESE MAGNETIC, DISTANT ABOUT 8 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0150 ***********************************************************************
 QE0150  DESIGNATION -  GAGING STA 1
 QE0150  PID         -  QE0150
 QE0150  STATE/COUNTY-  OR/LANE
 QE0150  USGS QUAD   -  MC KENZIE BRIDGE (1989)
 QE0150
 QE0150                         *CURRENT SURVEY CONTROL
 QE0150  ___________________________________________________________________
 QE0150* NAD 83(1986)-  44 10 41.     (N)    122 07 49.     (W)     SCALED    
 QE0150* NAVD 88     -       438.449  (meters)    1438.48   (feet)  POSTED    
 QE0150  ___________________________________________________________________
 QE0150  GEOID HEIGHT-         -22.06  (meters)                     GEOID03
 QE0150  DYNAMIC HT  -         438.320 (meters)    1438.05  (feet)  COMP
 QE0150  MODELED GRAV-     980,321.2   (mgal)                       NAVD 88
 QE0150
 QE0150  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 QE0150
 QE0150.The horizontal coordinates were scaled from a topographic map and have
 QE0150.an estimated accuracy of +/- 6 seconds.
 QE0150
 QE0150.The orthometric height was determined by differential leveling
 QE0150.and adjusted by the  in 1992.
 QE0150.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 QE0150.rate of 1.1 thru 2.0 mm/km.
 QE0150
 QE0150.The geoid height was determined by GEOID03.
 QE0150
 QE0150.The dynamic height is computed by dividing the NAVD 88
 QE0150.geopotential number by the normal gravity value computed on the
 QE0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0150.degrees latitude (g = 980.6199 gals.).
 QE0150
 QE0150.The modeled gravity was interpolated from observed gravity values.
 QE0150
 QE0150;                    North         East    Units  Estimated Accuracy
 QE0150;SPC OR S     -   280,260.    1,369,640.      MT  (+/- 180 meters Scaled)
 QE0150
 QE0150                          SUPERSEDED SURVEY CONTROL
 QE0150
 QE0150  NGVD 29 (??/??/92)  437.296  (m)         1434.70   (f) ADJ UNCH    1 2
 QE0150
 QE0150.Superseded values are not recommended for survey control.
 QE0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0150.See file dsdata.txt to determine how the superseded data were derived.
 QE0150
 QE0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP695920(NAD 83)
 QE0150_MARKER: S = SPIKE
 QE0150_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QE0150_SP_SET: TREE
 QE0150_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0150
 QE0150  HISTORY     - Date     Condition        Report By
 QE0150  HISTORY     - UNK      MONUMENTED       USGS
 QE0150  HISTORY     - 1943     GOOD             NGS
 QE0150  HISTORY     - 1987     MARK NOT FOUND   NGS
 QE0150
 QE0150                          STATION DESCRIPTION
 QE0150
 QE0150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QE0150'1.7 MI E FROM MCKENZIE BRIDGE.
 QE0150'ALONG U.S. HIGHWAY 28, AT THE U.S.G.S. STREAM GAGING STATION, 36.6
 QE0150'FEET NORTH OF THE CENTER OF THE HIGHWAY, 9 FEET SOUTH OF THE GAGING
 QE0150'STATION SHELTER HOUSE, 12 FEET EAST OF A WHITE MARKER POST.
 QE0150
 QE0150                          STATION RECOVERY (1987)
 QE0150
 QE0150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE0150'THE HIGHWAY HAS BEEN WIDENED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0974 ***********************************************************************
 RB0974  DESIGNATION -  GAGING STA 1
 RB0974  PID         -  RB0974
 RB0974  STATE/COUNTY-  OR/MORROW
 RB0974  USGS QUAD   -  CECIL (1968)
 RB0974
 RB0974                         *CURRENT SURVEY CONTROL
 RB0974  ___________________________________________________________________
 RB0974* NAD 83(1986)-  45 31 43.     (N)    119 55 19.     (W)     SCALED    
 RB0974* NAVD 88     -       254.258  (meters)     834.18   (feet)  ADJUSTED  
 RB0974  ___________________________________________________________________
 RB0974  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 RB0974  DYNAMIC HT  -         254.240 (meters)     834.12  (feet)  COMP
 RB0974  MODELED GRAV-     980,540.1   (mgal)                       NAVD 88
 RB0974
 RB0974  VERT ORDER  -  SECOND    CLASS 0
 RB0974
 RB0974.The horizontal coordinates were scaled from a topographic map and have
 RB0974.an estimated accuracy of +/- 6 seconds.
 RB0974
 RB0974.The orthometric height was determined by differential leveling
 RB0974.and adjusted in June 1991.
 RB0974
 RB0974.The geoid height was determined by GEOID03.
 RB0974
 RB0974.The dynamic height is computed by dividing the NAVD 88
 RB0974.geopotential number by the normal gravity value computed on the
 RB0974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0974.degrees latitude (g = 980.6199 gals.).
 RB0974
 RB0974.The modeled gravity was interpolated from observed gravity values.
 RB0974
 RB0974;                    North         East    Units  Estimated Accuracy
 RB0974;SPC OR N     -   207,070.    2,545,150.      MT  (+/- 180 meters Scaled)
 RB0974
 RB0974                          SUPERSEDED SURVEY CONTROL
 RB0974
 RB0974  NGVD 29 (??/??/92)  253.230  (m)          830.81   (f) ADJ UNCH    2 0
 RB0974
 RB0974.Superseded values are not recommended for survey control.
 RB0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0974.See file dsdata.txt to determine how the superseded data were derived.
 RB0974
 RB0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKL718458(NAD 83)
 RB0974_MARKER: DD = SURVEY DISK
 RB0974_SETTING: 66 = SET IN ROCK OUTCROP
 RB0974_SP_SET: OUTCROP
 RB0974_STAMPING: NO 1
 RB0974_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RB0974+STABILITY: POSITION/ELEVATION WELL
 RB0974
 RB0974  HISTORY     - Date     Condition        Report By
 RB0974  HISTORY     - UNK      MONUMENTED       USGS
 RB0974  HISTORY     - 1959     GOOD             NGS
 RB0974
 RB0974                          STATION DESCRIPTION
 RB0974
 RB0974'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RB0974'1.75 MI S FROM MORGAN.
 RB0974'1.75 MILES SOUTH ALONG STATE HIGHWAY 74 FROM THE MORROW COUNTY GRAIN
 RB0974'GROWERS ELEVATOR AT MORGAN, NEAR A CONCRETE DIVERSION DAM ON WILLOW
 RB0974'CREEK, IN TOP OF THE EAST END OF A LARGE OUTCROP, 371 FEET SOUTHWEST
 RB0974'AND ACROSS THE UNION PACIFIC RAILROAD FROM THE CENTER LINE OF THE
 RB0974'HIGHWAY, 119 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE RAILROAD, 3.0
 RB0974'FEET WEST-SOUTHWEST OF THE NORTH END OF A NORTH-SOUTH RETAINING WALL,
 RB0974'2.0 FEET WEST OF THE WEST SIDE OF THE RETAINING WALL, AND ABOUT LEVEL
 RB0974'WITH THE WATER OF WILLOW CREEK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB1345 ***********************************************************************
 QB1345  DESIGNATION -  GAGING STA AZ MK
 QB1345  PID         -  QB1345
 QB1345  STATE/COUNTY-  OR/BAKER
 QB1345  USGS QUAD   -  OXBOW (1987)
 QB1345
 QB1345                         *CURRENT SURVEY CONTROL
 QB1345  ___________________________________________________________________
 QB1345* NAD 83(1991)-  44 57 05.85619(N)    116 50 51.59956(W)     ADJUSTED  
 QB1345* NAVD 88     -       541.0    (meters)    1775.     (feet)  VERTCON   
 QB1345  ___________________________________________________________________
 QB1345  LAPLACE CORR-           3.42  (seconds)                    DEFLEC99
 QB1345  GEOID HEIGHT-         -16.13  (meters)                     GEOID03
 QB1345  HORZ ORDER  -  SECOND
 QB1345
 QB1345.The horizontal coordinates were established by classical geodetic methods
 QB1345.and adjusted by the National Geodetic Survey in October 1991.
 QB1345
 QB1345.The NAVD 88 height was computed by applying the VERTCON shift value to
 QB1345.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QB1345
 QB1345.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB1345
 QB1345.The geoid height was determined by GEOID03.
 QB1345
 QB1345;                    North         East     Units Scale Factor Converg.
 QB1345;SPC OR N     -   149,299.373 2,788,090.668   MT  0.99990173   +2 35 24.7
 QB1345;SPC OR N     -   489,827.34  9,147,279.09   iFT  0.99990173   +2 35 24.7
 QB1345;SPC ID W     -   365,516.942   713,385.431   MT  1.00002555   -0 46 32.0
 QB1345;SPC ID W     - 1,199,200.17  2,340,498.70   sFT  1.00002555   -0 46 32.0
 QB1345;UTM  11      - 4,977,588.050   512,016.305   MT  0.99960178   +0 06 27.5
 QB1345
 QB1345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QB1345!SPC OR N     -   0.99991771  x   0.99990173  =   0.99981944
 QB1345!SPC ID W     -   0.99991771  x   1.00002555  =   0.99994325
 QB1345!UTM  11      -   0.99991771  x   0.99960178  =   0.99951952
 QB1345
 QB1345                          SUPERSEDED SURVEY CONTROL
 QB1345
 QB1345  NAD 83(1986)-  44 57 05.85689(N)    116 50 51.59950(W) AD(       ) 2
 QB1345  NAD 27      -  44 57 06.29009(N)    116 50 48.02938(W) AD(       ) 2
 QB1345  NGVD 29 (07/19/86)  540.0    (m)         1772.     (f) VERT ANG    3  
 QB1345
 QB1345.Superseded values are not recommended for survey control.
 QB1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB1345.See file dsdata.txt to determine how the superseded data were derived.
 QB1345
 QB1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK1201677588(NAD 83)
 QB1345_MARKER: Z = SEE DESCRIPTION
 QB1345_SETTING: 0 = UNSPECIFIED SETTING
 QB1345_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB1345
 QB1345  HISTORY     - Date     Condition        Report By
 QB1345  HISTORY     - 1945     MONUMENTED       CGS
 QB1345
 QB1345                          STATION DESCRIPTION
 QB1345
 QB1345'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JTJ)
 QB1345'THE STATION IS ABOUT 5-1/2 MILES S OF HOMESTEAD, ON THE W
 QB1345'BANK OF THE SNAKE RIVER, NEAR THE N ENTRANCE TO THE N ONE OF
 QB1345'TWO TUNNELS.  IT IS ABOUT 80 FEET E OF THE N ENTRANCE OF THE
 QB1345'TUNNEL, 50 FEET W OF THE SNAKE RIVER, AND ABOUT THE SAME
 QB1345'ELEVATION AS THE TOP OF THE TUNNEL.
 QB1345'
 QB1345'THE STATION IS MARKED BY A BRONZE AZIMUTH MARK DISK STAMPED
 QB1345'GAGING STATION 1945 AND SET IN A DRILL HOLE IN A LARGE FLAT
 QB1345'OUTCROPPING ROCK.
 QB1345'
 QB1345'THERE ARE NO REFERENCE MARKS.
 QB1345'
 QB1345'THE STATION IS REACHED FROM HOMESTEAD BY GOING S ON THE SNAKE
 QB1345'RIVER ROAD, TOWARDS ROBINETTE, FOR 4.3 MILES TO THE PINE
 QB1345'CREEK ROAD JUNCTION.  CONTINUE S TOWARDS ROBINETTE FOR 1.3
 QB1345'MILES TO A GAGING STATION ON THE W BANK OF THE RIVER.  CONTINUE
 QB1345'S ON ROAD FOR 0.3 MILE TO THE N ENTRANCE OF A TUNNEL AND
 QB1345'THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0482 ***********************************************************************
 QB0482  DESIGNATION -  GAGING STATION
 QB0482  PID         -  QB0482
 QB0482  STATE/COUNTY-  OR/BAKER
 QB0482  USGS QUAD   -  OXBOW (1987)
 QB0482
 QB0482                         *CURRENT SURVEY CONTROL
 QB0482  ___________________________________________________________________
 QB0482* NAD 83(1991)-  44 57 38.63733(N)    116 51 10.97881(W)     ADJUSTED  
 QB0482* NAVD 88     -       534.469  (meters)    1753.50   (feet)  ADJUSTED  
 QB0482  ___________________________________________________________________
 QB0482  LAPLACE CORR-           2.02  (seconds)                    DEFLEC99
 QB0482  GEOID HEIGHT-         -16.13  (meters)                     GEOID03
 QB0482  DYNAMIC HT  -         534.326 (meters)    1753.03  (feet)  COMP
 QB0482  MODELED GRAV-     980,335.5   (mgal)                       NAVD 88
 QB0482
 QB0482  HORZ ORDER  -  SECOND
 QB0482  VERT ORDER  -  SECOND    CLASS 0
 QB0482
 QB0482.The horizontal coordinates were established by classical geodetic methods
 QB0482.and adjusted by the National Geodetic Survey in October 1991.
 QB0482
 QB0482.The orthometric height was determined by differential leveling
 QB0482.and adjusted in June 1991.
 QB0482
 QB0482.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB0482
 QB0482.The geoid height was determined by GEOID03.
 QB0482
 QB0482.The dynamic height is computed by dividing the NAVD 88
 QB0482.geopotential number by the normal gravity value computed on the
 QB0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0482.degrees latitude (g = 980.6199 gals.).
 QB0482
 QB0482.The modeled gravity was interpolated from observed gravity values.
 QB0482
 QB0482;                    North         East     Units Scale Factor Converg.
 QB0482;SPC OR N     -   150,291.005 2,787,620.684   MT  0.99990114   +2 35 10.9
 QB0482;SPC OR N     -   493,080.73  9,145,737.15   iFT  0.99990114   +2 35 10.9
 QB0482;SPC ID W     -   366,534.584   712,974.425   MT  1.00002643   -0 46 46.2
 QB0482;SPC ID W     - 1,202,538.88  2,339,150.26   sFT  1.00002643   -0 46 46.2
 QB0482;UTM  11      - 4,978,598.806   511,589.842   MT  0.99960165   +0 06 13.8
 QB0482
 QB0482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QB0482!SPC OR N     -   0.99991874  x   0.99990114  =   0.99981989
 QB0482!SPC ID W     -   0.99991874  x   1.00002643  =   0.99994517
 QB0482!UTM  11      -   0.99991874  x   0.99960165  =   0.99952042
 QB0482
 QB0482|---------------------------------------------------------------------|
 QB0482| PID    Reference Object                     Distance      Geod. Az  |
 QB0482|                                                           dddmmss.s |
 QB0482| QB0483 GAGING STATION RM 1                   3.398 METERS 08344     |
 QB0482| QB0484 GAGING STATION RM 2                   4.127 METERS 14751     |
 QB0482| QB1345 GAGING STA AZ MK                    APPROX. 1.1 KM 1571340.1 |
 QB0482|---------------------------------------------------------------------|
 QB0482
 QB0482                          SUPERSEDED SURVEY CONTROL
 QB0482
 QB0482  NAD 83(1986)-  44 57 38.63806(N)    116 51 10.97873(W) AD(       ) 2
 QB0482  NAD 27      -  44 57 39.07444(N)    116 51 07.41093(W) AD(       ) 2
 QB0482  NGVD 29 (??/??/92)  533.422  (m)         1750.07   (f) ADJ UNCH    2 0
 QB0482
 QB0482.Superseded values are not recommended for survey control.
 QB0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0482.See file dsdata.txt to determine how the superseded data were derived.
 QB0482
 QB0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK1159078599(NAD 83)
 QB0482_MARKER: DD = SURVEY DISK
 QB0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0482+STABILITY: SURFACE MOTION
 QB0482
 QB0482  HISTORY     - Date     Condition        Report By
 QB0482  HISTORY     - 1945     MONUMENTED       CGS
 QB0482  HISTORY     - 1946     GOOD             NGS
 QB0482  HISTORY     - 1984     MARK NOT FOUND   USGS
 QB0482
 QB0482                          STATION DESCRIPTION
 QB0482
 QB0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JTJ)
 QB0482'THE STATION IS LOCATED ABOUT 5 MILES S OF HOMESTEAD, ON A
 QB0482'FLAT BENCH, ABOUT 50 YARDS W OF THE SNAKE RIVER, 60 YARDS
 QB0482'NW OF A GAGING STATION AND CABLE LINE CROSSING THE RIVER,
 QB0482'36 YARDS E OF THE FIRST POWER POLE N OF A LONE PINE TREE,
 QB0482'AND 90 FEET W OF THE ROAD BETWEEN ROBINETTE AND HOMESTEAD.
 QB0482'
 QB0482'THE STATION IS MARKED BY A BRONZE U.S. GEOLOGICAL SURVEY
 QB0482'REFERENCE MARK DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 QB0482'POST PROJECTING 6 INCHES ABOVE THE GROUND.  THE DISK IS NOT
 QB0482'STAMPED.
 QB0482'
 QB0482'REFERENCE MARK 1 IS SET IN A BOULDER FLUSH WITH THE GROUND,
 QB0482'1-1/2 FEET LOWER THAN THE STATION.  IT IS A BRONZE REFERENCE
 QB0482'DISK STAMPED GAGING STATION NO. 1 1945.
 QB0482'
 QB0482'REFERENCE MARK 2 IS SET IN A BOULDER FLUSH WITH THE GROUND,
 QB0482'1 FOOT LOWER THAN THE STATION.  IT IS A BRONZE REFERENCE
 QB0482'DISK STAMPED GAGING STATION NO 2 1945.
 QB0482'
 QB0482'THE AZIMUTH MARK IS ABOUT 0.3 MILE SSE OF THE STATION, AT
 QB0482'THE N ENTRANCE OF THE N TUNNEL.  IT IS ABOUT 80 FEET E OF
 QB0482'THE TUNNEL, 50 FEET W OF THE SNAKE RIVER, AND ABOUT THE SAME
 QB0482'ELEVATION AS THE TOP OF THE TUNNEL.  THE MARK IS A BRONZE
 QB0482'AZIMUTH DISK SET IN A LARGE FLAT OUTCROPPING ROCK AND IS
 QB0482'STAMPED GAGING STATION 1945.
 QB0482'
 QB0482'THE STATION IS REACHED FROM HOMESTEAD BY GOING S ON THE SNAKE
 QB0482'RIVER ROAD TOWARDS ROBINETTE FOR 4.3 MILES TO THE PINE CREEK
 QB0482'ROAD JUNCTION.  CONTINUE S TOWARDS ROBINETTE FOR 1.3 MILES
 QB0482'TO A GAGING STATION ON THE W BANK OF THE RIVER AND THE STATION.
 QB0482
 QB0482                          STATION RECOVERY (1946)
 QB0482
 QB0482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 QB0482'5.6 MI S FROM HOMESTEAD.
 QB0482'ALONG THE HOMESTEAD-ROBINETTE ROAD, 5.6 MILES SOUTH OF THE POST OFFICE
 QB0482'AT HOMESTEAD, 0.1 MILE SOUTH OF THE FOOT OF A STEEP GRADE LEADING UP
 QB0482'OXBOW HILL, DIRECTLY NORTHWEST OF AND ACROSS THE ROAD FROM A U.S.
 QB0482'GEOLOGICAL SURVEY GAGING STATION AND CONCRETE GAGE HOUSE, 96.0 FEET
 QB0482'WEST OF CENTER OF THE ROAD, 11.2 FEET WEST OF REFERENCE MARK GAGING
 QB0482'STATION NO 1, 13.6 FEET NORTH NORTHWEST OF REFERENCE MARK GAGING
 QB0482'STATION NO 2, U.S. GEOLOGICAL SURVEY GAGING STATION REFERENCE MARK SET
 QB0482'IN CONCRETE POST, ABOUT THE SAME ELEVATION AS THE ROAD AND PROJECTING
 QB0482'0.4 FOOT ABOVE THE GROUND.  NOTE-- THIS REFERENCE MARK WAS ALSO USED
 QB0482'FOR A U.S. COAST AND GEODETIC SURVEY TRIANGULATION STATION.
 QB0482
 QB0482                          STATION RECOVERY (1984)
 QB0482
 QB0482'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 QB0482'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0270 ***********************************************************************
 RB0270  DESIGNATION -  GAGING STATION 2
 RB0270  PID         -  RB0270
 RB0270  STATE/COUNTY-  OR/UMATILLA
 RB0270  USGS QUAD   -  LEHMAN SPRINGS (1995)
 RB0270
 RB0270                         *CURRENT SURVEY CONTROL
 RB0270  ___________________________________________________________________
 RB0270* NAD 83(1986)-  45 10 15.     (N)    118 43 56.     (W)     SCALED    
 RB0270* NAVD 88     -      1215.364  (meters)    3987.41   (feet)  ADJUSTED  
 RB0270  ___________________________________________________________________
 RB0270  GEOID HEIGHT-         -17.96  (meters)                     GEOID03
 RB0270  DYNAMIC HT  -        1214.975 (meters)    3986.13  (feet)  COMP
 RB0270  MODELED GRAV-     980,254.3   (mgal)                       NAVD 88
 RB0270
 RB0270  VERT ORDER  -  SECOND    CLASS 0
 RB0270
 RB0270.The horizontal coordinates were scaled from a topographic map and have
 RB0270.an estimated accuracy of +/- 6 seconds.
 RB0270
 RB0270.The orthometric height was determined by differential leveling
 RB0270.and adjusted in June 1991.
 RB0270
 RB0270.The geoid height was determined by GEOID03.
 RB0270
 RB0270.The dynamic height is computed by dividing the NAVD 88
 RB0270.geopotential number by the normal gravity value computed on the
 RB0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0270.degrees latitude (g = 980.6199 gals.).
 RB0270
 RB0270.The modeled gravity was interpolated from observed gravity values.
 RB0270
 RB0270;                    North         East    Units  Estimated Accuracy
 RB0270;SPC OR N     -   168,670.    2,638,940.      MT  (+/- 180 meters Scaled)
 RB0270
 RB0270                          SUPERSEDED SURVEY CONTROL
 RB0270
 RB0270  NGVD 29 (??/??/92) 1214.176  (m)         3983.51   (f) ADJ UNCH    2 0
 RB0270
 RB0270.Superseded values are not recommended for survey control.
 RB0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0270.See file dsdata.txt to determine how the superseded data were derived.
 RB0270
 RB0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL638033(NAD 83)
 RB0270_MARKER: DB = BENCH MARK DISK
 RB0270_SETTING: 66 = SET IN ROCK OUTCROP
 RB0270_SP_SET: OUTCROP
 RB0270_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RB0270+STABILITY: POSITION/ELEVATION WELL
 RB0270
 RB0270  HISTORY     - Date     Condition        Report By
 RB0270  HISTORY     - UNK      MONUMENTED       CGS
 RB0270  HISTORY     - 1951     GOOD             NGS
 RB0270
 RB0270                          STATION DESCRIPTION
 RB0270
 RB0270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 RB0270'12.6 MI NE FROM UKIAH.
 RB0270'ABOUT 12.6 MILES NORTHEAST ALONG THE HILGARD ROAD FROM THE POST OFFICE
 RB0270'AT UKIAH, AT THE NORTH END OF A PEDESTRIAN CABLE CROSSING OVER CAMAS
 RB0270'CREEK LEADING TO A GEOLOGICAL GAGING STATION, AND SET ON THE TOP OF A
 RB0270'2 BY 2 FEET OUTCROP PROJECTING 1 FOOT ABOVE THE GROUND. 123.4 FEET
 RB0270'NORTH OF THE NORTH WEST CORNER OF THE GAGING STATION BUILDING, 55 FEET
 RB0270'SOUTHWEST CENTER LINE OF THE ROAD, 8.6 FEET NORTHWEST OF THE NORTHWEST
 RB0270'OF THE WOODEN STRUCTURE SUPPORTING THE CABLE CAR, AND ABOUT 5 FEET
 RB0270'LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0481 ***********************************************************************
 QB0481  DESIGNATION -  GAGING STATION A
 QB0481  PID         -  QB0481
 QB0481  STATE/COUNTY-  OR/BAKER
 QB0481  USGS QUAD   -  OXBOW (1987)
 QB0481
 QB0481                         *CURRENT SURVEY CONTROL
 QB0481  ___________________________________________________________________
 QB0481* NAD 83(1986)-  44 57 39.     (N)    116 51 11.     (W)     SCALED    
 QB0481* NAVD 88     -       523.258  (meters)    1716.72   (feet)  ADJUSTED  
 QB0481  ___________________________________________________________________
 QB0481  GEOID HEIGHT-         -16.13  (meters)                     GEOID03
 QB0481  DYNAMIC HT  -         523.118 (meters)    1716.26  (feet)  COMP
 QB0481  MODELED GRAV-     980,334.2   (mgal)                       NAVD 88
 QB0481
 QB0481  VERT ORDER  -  SECOND    CLASS 0
 QB0481
 QB0481.The horizontal coordinates were scaled from a topographic map and have
 QB0481.an estimated accuracy of +/- 6 seconds.
 QB0481
 QB0481.The orthometric height was determined by differential leveling
 QB0481.and adjusted in June 1991.
 QB0481
 QB0481.The geoid height was determined by GEOID03.
 QB0481
 QB0481.The dynamic height is computed by dividing the NAVD 88
 QB0481.geopotential number by the normal gravity value computed on the
 QB0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0481.degrees latitude (g = 980.6199 gals.).
 QB0481
 QB0481.The modeled gravity was interpolated from observed gravity values.
 QB0481
 QB0481;                    North         East    Units  Estimated Accuracy
 QB0481;SPC OR N     -   150,300.    2,787,620.      MT  (+/- 180 meters Scaled)
 QB0481
 QB0481                          SUPERSEDED SURVEY CONTROL
 QB0481
 QB0481  NGVD 29 (??/??/92)  522.211  (m)         1713.29   (f) ADJ UNCH    2 0
 QB0481
 QB0481.Superseded values are not recommended for survey control.
 QB0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0481.See file dsdata.txt to determine how the superseded data were derived.
 QB0481
 QB0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK115786(NAD 83)
 QB0481_MARKER: DD = SURVEY DISK
 QB0481_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QB0481_SP_SET: PILLAR
 QB0481_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QB0481
 QB0481  HISTORY     - Date     Condition        Report By
 QB0481  HISTORY     - UNK      MONUMENTED       USGS
 QB0481  HISTORY     - 1946     GOOD             NGS
 QB0481
 QB0481                          STATION DESCRIPTION
 QB0481
 QB0481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 QB0481'5.65 MI S FROM HOMESTEAD.
 QB0481'ALONG THE HOMESTEAD-ROBINETTE ROAD, 5.65 MILES SOUTH OF THE POST
 QB0481'OFFICE AT HOMESTEAD, 0.15 MILE SOUTH OF THE FOOT OF A STEEP GRADE
 QB0481'LEADING UP OXBOW HILL, 78.0 FEET EAST OF CENTER OF THE ROAD (MEASURED
 QB0481'ALONG SLOPE OF THE BANK OF THE SNAKE RIVER), 22.0 FEET NORTH OF THE
 QB0481'NORTHEAST CORNER OF A CONCRETE GAGE HOUSE, U.S. GEOLOGICAL SURVEY
 QB0481'GAGING STATION REFERENCE MARK BRONZE DISK SET IN TOP OF A 2X3 FOOT
 QB0481'CONCRETE PILLAR, ABOUT 35.0 FEET BELOW THE ROAD AND 3.5 FEET ABOVE THE
 QB0481'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0285 ***********************************************************************
 QC0285  DESIGNATION -  GAGING STATION RM
 QC0285  PID         -  QC0285
 QC0285  STATE/COUNTY-  OR/GRANT
 QC0285  USGS QUAD   -  RITTER (1995)
 QC0285
 QC0285                         *CURRENT SURVEY CONTROL
 QC0285  ___________________________________________________________________
 QC0285* NAD 83(1986)-  44 53 18.     (N)    119 08 29.     (W)     SCALED    
 QC0285* NAVD 88     -       782.102  (meters)    2565.95   (feet)  ADJUSTED  
 QC0285  ___________________________________________________________________
 QC0285  GEOID HEIGHT-         -18.70  (meters)                     GEOID03
 QC0285  DYNAMIC HT  -         781.862 (meters)    2565.16  (feet)  COMP
 QC0285  MODELED GRAV-     980,286.2   (mgal)                       NAVD 88
 QC0285
 QC0285  VERT ORDER  -  SECOND    CLASS 0
 QC0285
 QC0285.The horizontal coordinates were scaled from a topographic map and have
 QC0285.an estimated accuracy of +/- 6 seconds.
 QC0285
 QC0285.The orthometric height was determined by differential leveling
 QC0285.and adjusted in June 1991.
 QC0285
 QC0285.The geoid height was determined by GEOID03.
 QC0285
 QC0285.The dynamic height is computed by dividing the NAVD 88
 QC0285.geopotential number by the normal gravity value computed on the
 QC0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0285.degrees latitude (g = 980.6199 gals.).
 QC0285
 QC0285.The modeled gravity was interpolated from observed gravity values.
 QC0285
 QC0285;                    North         East    Units  Estimated Accuracy
 QC0285;SPC OR N     -   136,660.    2,607,320.      MT  (+/- 180 meters Scaled)
 QC0285
 QC0285                          SUPERSEDED SURVEY CONTROL
 QC0285
 QC0285  NGVD 29 (??/??/92)  780.933  (m)         2562.11   (f) ADJ UNCH    2 0
 QC0285
 QC0285.Superseded values are not recommended for survey control.
 QC0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0285.See file dsdata.txt to determine how the superseded data were derived.
 QC0285
 QC0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK308727(NAD 83)
 QC0285_MARKER: DD = SURVEY DISK
 QC0285_SETTING: 66 = SET IN ROCK OUTCROP
 QC0285_SP_SET: BEDROCK
 QC0285_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QC0285+STABILITY: POSITION/ELEVATION WELL
 QC0285
 QC0285  HISTORY     - Date     Condition        Report By
 QC0285  HISTORY     - UNK      MONUMENTED       USGS
 QC0285  HISTORY     - 1946     GOOD             NGS
 QC0285
 QC0285                          STATION DESCRIPTION
 QC0285
 QC0285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 QC0285'0.5 MI E FROM RITTER.
 QC0285'0.5 MILE EAST ALONG THE SOUTH BANK OF THE MIDDLE FORK OF THE JOHN DAY
 QC0285'RIVER FROM RITTER, AT A U.S.G.S. GAGING STATION JUST WEST OF A WOOD
 QC0285'BRIDGE OVER THE RIVER, 17.0 FEET WEST OF THE NORTHWEST END OF THE
 QC0285'SOUTHWEST CONCRETE ABUTMENT OF THE BRIDGE, 15.5 FEET SOUTH OF THE
 QC0285'SOUTH CORNER OF THE GAGING STATION, AND ABOUT 8 FEET BELOW THE BRIDGE
 QC0285'LEVEL.  A BRONZE GAGING STATION REFERENCE-MARK DISK, SET IN THE TOP OF
 QC0285'OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0483 ***********************************************************************
 QB0483  DESIGNATION -  GAGING STATION RM 1
 QB0483  PID         -  QB0483
 QB0483  STATE/COUNTY-  OR/BAKER
 QB0483  USGS QUAD   -  OXBOW (1987)
 QB0483
 QB0483                         *CURRENT SURVEY CONTROL
 QB0483  ___________________________________________________________________
 QB0483* NAD 83(1986)-  44 57 39.     (N)    116 51 10.     (W)     SCALED    
 QB0483* NAVD 88     -       534.084  (meters)    1752.24   (feet)  ADJUSTED  
 QB0483  ___________________________________________________________________
 QB0483  GEOID HEIGHT-         -16.13  (meters)                     GEOID03
 QB0483  DYNAMIC HT  -         533.940 (meters)    1751.77  (feet)  COMP
 QB0483  MODELED GRAV-     980,333.8   (mgal)                       NAVD 88
 QB0483
 QB0483  VERT ORDER  -  SECOND    CLASS 0
 QB0483
 QB0483.The horizontal coordinates were scaled from a topographic map and have
 QB0483.an estimated accuracy of +/- 6 seconds.
 QB0483
 QB0483.The orthometric height was determined by differential leveling
 QB0483.and adjusted in June 1991.
 QB0483
 QB0483.The geoid height was determined by GEOID03.
 QB0483
 QB0483.The dynamic height is computed by dividing the NAVD 88
 QB0483.geopotential number by the normal gravity value computed on the
 QB0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0483.degrees latitude (g = 980.6199 gals.).
 QB0483
 QB0483.The modeled gravity was interpolated from observed gravity values.
 QB0483
 QB0483;                    North         East    Units  Estimated Accuracy
 QB0483;SPC OR N     -   150,300.    2,787,640.      MT  (+/- 180 meters Scaled)
 QB0483
 QB0483                          SUPERSEDED SURVEY CONTROL
 QB0483
 QB0483  NGVD 29 (??/??/92)  533.035  (m)         1748.80   (f) ADJ UNCH    2 0
 QB0483
 QB0483.Superseded values are not recommended for survey control.
 QB0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0483.See file dsdata.txt to determine how the superseded data were derived.
 QB0483
 QB0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK116786(NAD 83)
 QB0483_MARKER: DR = REFERENCE MARK DISK
 QB0483_SETTING: 80 = SET IN A BOULDER
 QB0483_SP_SET: BOULDER
 QB0483_STAMPING: GAGING STATION NO 1 1945
 QB0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0483+STABILITY: SURFACE MOTION
 QB0483
 QB0483  HISTORY     - Date     Condition        Report By
 QB0483  HISTORY     - 1945     MONUMENTED       CGS
 QB0483  HISTORY     - 1946     GOOD             NGS
 QB0483  HISTORY     - 1984     MARK NOT FOUND   USGS
 QB0483
 QB0483                          STATION DESCRIPTION
 QB0483
 QB0483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 QB0483'5.6 MI S FROM HOMESTEAD.
 QB0483'ALONG THE HOMESTEAD-ROBINETTE ROAD, 5.6 MILES SOUTH OF THE POST OFFICE
 QB0483'AT HOMESTEAD, 0.1 MILE SOUTH OF THE FOOT OF A STEEP GRADE LEADING UP
 QB0483'OXBOW HILL, DIRECTLY NORTHWEST OF AND ACROSS THE ROAD FROM A U.S.
 QB0483'GEOLOGICAL SURVEY GAGING STATION AND CONCRETE GAGE HOUSE, 85.0 FEET
 QB0483'WEST OF CENTER OF THE ROAD, 11.2 FEET EAST OF A U.S. GEOLOGICAL SURVEY
 QB0483'GAGING STATION REFERENCE MARK WHICH WAS USED FOR A U.S.C. AND G.S.
 QB0483'TRIANGULATION STATION, 13.3 FEET NORTH OF REFERENCE MARK GAGING
 QB0483'STATION NO 2, BRONZE REFERENCE MARK DISK SET IN TOP OF EMBEDDED
 QB0483'BOULDER, ABOUT 2 FEET BELOW THE ROAD AND 0.3 FOOT ABOVE THE GROUND.
 QB0483
 QB0483                          STATION RECOVERY (1984)
 QB0483
 QB0483'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 QB0483'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0484 ***********************************************************************
 QB0484  DESIGNATION -  GAGING STATION RM 2
 QB0484  PID         -  QB0484
 QB0484  STATE/COUNTY-  OR/BAKER
 QB0484  USGS QUAD   -  OXBOW (1987)
 QB0484
 QB0484                         *CURRENT SURVEY CONTROL
 QB0484  ___________________________________________________________________
 QB0484* NAD 83(1986)-  44 57 39.     (N)    116 51 12.     (W)     SCALED    
 QB0484* NAVD 88     -       534.191  (meters)    1752.59   (feet)  ADJUSTED  
 QB0484  ___________________________________________________________________
 QB0484  GEOID HEIGHT-         -16.13  (meters)                     GEOID03
 QB0484  DYNAMIC HT  -         534.048 (meters)    1752.12  (feet)  COMP
 QB0484  MODELED GRAV-     980,334.7   (mgal)                       NAVD 88
 QB0484
 QB0484  VERT ORDER  -  SECOND    CLASS 0
 QB0484
 QB0484.The horizontal coordinates were scaled from a topographic map and have
 QB0484.an estimated accuracy of +/- 6 seconds.
 QB0484
 QB0484.The orthometric height was determined by differential leveling
 QB0484.and adjusted in June 1991.
 QB0484
 QB0484.The geoid height was determined by GEOID03.
 QB0484
 QB0484.The dynamic height is computed by dividing the NAVD 88
 QB0484.geopotential number by the normal gravity value computed on the
 QB0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0484.degrees latitude (g = 980.6199 gals.).
 QB0484
 QB0484.The modeled gravity was interpolated from observed gravity values.
 QB0484
 QB0484;                    North         East    Units  Estimated Accuracy
 QB0484;SPC OR N     -   150,300.    2,787,600.      MT  (+/- 180 meters Scaled)
 QB0484
 QB0484                          SUPERSEDED SURVEY CONTROL
 QB0484
 QB0484  NGVD 29 (??/??/92)  533.143  (m)         1749.15   (f) ADJ UNCH    2 0
 QB0484
 QB0484.Superseded values are not recommended for survey control.
 QB0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0484.See file dsdata.txt to determine how the superseded data were derived.
 QB0484
 QB0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK115786(NAD 83)
 QB0484_MARKER: DR = REFERENCE MARK DISK
 QB0484_SETTING: 80 = SET IN A BOULDER
 QB0484_SP_SET: BOULDER
 QB0484_STAMPING: GAGING STATION NO 2 1945
 QB0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0484+STABILITY: SURFACE MOTION
 QB0484
 QB0484  HISTORY     - Date     Condition        Report By
 QB0484  HISTORY     - 1945     MONUMENTED       CGS
 QB0484  HISTORY     - 1946     GOOD             NGS
 QB0484
 QB0484                          STATION DESCRIPTION
 QB0484
 QB0484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 QB0484'5.6 MI S FROM HOMESTEAD.
 QB0484'ALONG THE HOMESTEAD-ROBINETTE ROAD, 5.6 MILES SOUTH OF THE POST OFFICE
 QB0484'AT HOMESTEAD, 0.1 MILE SOUTH OF THE FOOT OF A STEEP GRADE LEADING UP
 QB0484'OXBOW HILL, DIRECTLY NORTHWEST OF AND ACROSS THE ROAD FROM A U.S.
 QB0484'GEOLOGICAL SURVEY GAGING STATION AND CONCRETE GAGE HOUSE, 87.0 FEET
 QB0484'WEST OF CENTER OF THE ROAD, 13.3 FEET SOUTH OF REFERENCE MARK GAGING
 QB0484'STATION NO 1, 13.6 FEET SOUTH SOUTHEAST OF A U.S. GEOLOGICAL SURVEY
 QB0484'GAGING STATION REFERENCE MARK WHICH WAS USED FOR A U.S.C. AND G.S.
 QB0484'TRIANGULATION STATION, BRONZE REFERENCE MARK DISK SET IN TOP OF AN
 QB0484'EMBEDDED BOULDER, ABOUT 1 FOOT BELOW THE ROAD AND ABOUT FLUSH WITH THE
 QB0484'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2297 ***********************************************************************
 RD2297  DESIGNATION -  GAL
 RD2297  PID         -  RD2297
 RD2297  STATE/COUNTY-  OR/MULTNOMAH
 RD2297  USGS QUAD   -  WASHOUGAL (1994)
 RD2297
 RD2297                         *CURRENT SURVEY CONTROL
 RD2297  ___________________________________________________________________
 RD2297* NAD 83(1991)-  45 33 52.28675(N)    122 22 13.46430(W)     ADJUSTED  
 RD2297* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 RD2297  ___________________________________________________________________
 RD2297  LAPLACE CORR-           4.18  (seconds)                    DEFLEC99
 RD2297  GEOID HEIGHT-         -22.54  (meters)                     GEOID03
 RD2297  HORZ ORDER  -  THIRD
 RD2297
 RD2297.The horizontal coordinates were established by classical geodetic methods
 RD2297.and adjusted by the National Geodetic Survey in October 1991.
 RD2297
 RD2297.The orthometric height was scaled from a topographic map.
 RD2297
 RD2297.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2297
 RD2297.The geoid height was determined by GEOID03.
 RD2297
 RD2297;                    North         East     Units Scale Factor Converg.
 RD2297;SPC OR N     -   212,585.124 2,354,004.655   MT  0.99991842   -1 19 35.3
 RD2297;SPC OR N     -   697,457.76  7,723,112.39   iFT  0.99991842   -1 19 35.3
 RD2297;SPC WA S     -    27,428.826   353,982.908   MT  1.00007175   -1 21 31.2
 RD2297;SPC WA S     -    89,989.41  1,161,358.92   sFT  1.00007175   -1 21 31.2
 RD2297;UTM  10      - 5,045,857.738   549,131.874   MT  0.99962968   +0 26 58.4
 RD2297
 RD2297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2297!SPC OR N     -   1.00000243  x   0.99991842  =   0.99992085
 RD2297!SPC WA S     -   1.00000243  x   1.00007175  =   1.00007418
 RD2297!UTM  10      -   1.00000243  x   0.99962968  =   0.99963211
 RD2297
 RD2297:                Primary Azimuth Mark                     Grid Az
 RD2297:SPC OR N     -  CAM                                      312 16 27.5
 RD2297:SPC WA S     -  CAM                                      312 18 23.4
 RD2297:UTM  10      -  CAM                                      310 29 53.8
 RD2297
 RD2297|---------------------------------------------------------------------|
 RD2297| PID    Reference Object                     Distance      Geod. Az  |
 RD2297|                                                           dddmmss.s |
 RD2297| RD2346 CAM                                 APPROX. 2.2 KM 3105652.2 |
 RD2297|---------------------------------------------------------------------|
 RD2297
 RD2297                          SUPERSEDED SURVEY CONTROL
 RD2297
 RD2297  NAD 83(1986)-  45 33 52.30075(N)    122 22 13.46889(W) AD(       ) 3
 RD2297  NAD 27      -  45 33 52.86440(N)    122 22 09.14050(W) AD(       ) 3
 RD2297
 RD2297.Superseded values are not recommended for survey control.
 RD2297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2297.See file dsdata.txt to determine how the superseded data were derived.
 RD2297
 RD2297_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER4913245858(NAD 83)
 RD2297
 RD2297  HISTORY     - Date     Condition        Report By
 RD2297  HISTORY     - 1938     MONUMENTED       USE
 RD2297  HISTORY     - 1946     SEE DESCRIPTION  CGS
 RD2297  HISTORY     - 1952     SEE DESCRIPTION  USGS
 RD2297
 RD2297                          STATION DESCRIPTION
 RD2297
 RD2297'DESCRIBED BY US ENGINEERS 1938 (WMS)
 RD2297'STATION IS LOCATED ON THE N SIDE OF AN ISLAND FORMED BY THE
 RD2297'DIVIDING OF THE SANDY AND LITTLE SANDY RIVERS, AND ON THE S BANK OF
 RD2297'THE COLUMBIA RIVER, ABOUT 280 METERS FROM THE E TIP OF THE ISLAND
 RD2297'AND RIGHT AT THE EDGE OF THE TREES AT THE EDGE OF THE BANK.
 RD2297'
 RD2297'STATION IS MARKED BY AN IRON PIPE IN BLOCK OF CONCRETE MARKED GAL
 RD2297'U.S.E. 1935.
 RD2297
 RD2297                          STATION RECOVERY (1946)
 RD2297
 RD2297'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (EHB)
 RD2297'STATION MARK IS IN EXCELLENT CONDITION.
 RD2297'
 RD2297'STATION IS LOCATED ON THE N SIDE OF AN ISLAND FORMED BY THE
 RD2297'DIVIDING OF THE SANDY AND LITTLE SANDY RIVERS, ON THE S BANK OF
 RD2297'THE COLUMBIA RIVER, ABOUT 280 METERS FROM THE E TIP OF THE ISLAND,
 RD2297'AND AT THE EDGE OF TREES AT THE EDGE OF BANK.  IT IS ABOUT 135 METERS
 RD2297'SE OF STATION SANDY 1938 AND ABOUT 128 METERS NE OF WHITE-WASHED TREE
 RD2297'NEAR THE TIP OF THE ISLAND.  IT IS MARKED BY A SECTION OF
 RD2297'1-1/4-INCH IRON PIPE SET IN CONCRETE POST, WITH GAL USED 1935
 RD2297'INSCRIBED IN THE TOP OF CONCRETE.
 RD2297'
 RD2297'ONLY WAY TO REACH STATION IS BY BOAT.
 RD2297
 RD2297                          STATION RECOVERY (1952)
 RD2297
 RD2297'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 RD2297'NO EVIDENCE WAS FOUND OF THIS STATION.  THE DESCRIPTION WAS SO
 RD2297'INADEQUATE THAT A CONCENTRATED SEARCH WAS NOT MADE.  THE ISLAND AT
 RD2297'THIS HAS BUILT UP AS WELL AS BEING COVERED BY HEAVY UNDERGROWTH OF
 RD2297'BRUSH.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC0941 ***********************************************************************
 SC0941  DESIGNATION -  GALENA RM 2
 SC0941  PID         -  SC0941
 SC0941  STATE/COUNTY-  OR/CLATSOP
 SC0941  USGS QUAD   -  WARRENTON (1996)
 SC0941
 SC0941                         *CURRENT SURVEY CONTROL
 SC0941  ___________________________________________________________________
 SC0941* NAD 83(1991)-  46 08 58.66561(N)    123 57 21.30938(W)     ADJUSTED  
 SC0941* NAVD 88     -        26.475  (meters)      86.86   (feet)  ADJUSTED  
 SC0941  ___________________________________________________________________
 SC0941  LAPLACE CORR-          15.21  (seconds)                    DEFLEC99
 SC0941  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 SC0941  DYNAMIC HT  -          26.477 (meters)      86.87  (feet)  COMP
 SC0941  MODELED GRAV-     980,707.6   (mgal)                       NAVD 88
 SC0941
 SC0941  HORZ ORDER  -  THIRD
 SC0941  VERT ORDER  -  SECOND    CLASS 0
 SC0941
 SC0941.The horizontal coordinates were established by classical geodetic methods
 SC0941.and adjusted by the National Geodetic Survey in October 1991.
 SC0941
 SC0941.The orthometric height was determined by differential leveling
 SC0941.and adjusted in June 1991.
 SC0941
 SC0941.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC0941
 SC0941.The geoid height was determined by GEOID03.
 SC0941
 SC0941.The dynamic height is computed by dividing the NAVD 88
 SC0941.geopotential number by the normal gravity value computed on the
 SC0941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0941.degrees latitude (g = 980.6199 gals.).
 SC0941
 SC0941.The modeled gravity was interpolated from observed gravity values.
 SC0941
 SC0941;                    North         East     Units Scale Factor Converg.
 SC0941;SPC OR N     -   281,636.416 2,233,085.963   MT  1.00004150   -2 27 03.2
 SC0941;SPC OR N     -   924,003.99  7,326,397.52   iFT  1.00004150   -2 27 03.2
 SC0941;SPC WA S     -    96,578.589   233,116.170   MT  0.99994331   -2 30 37.3
 SC0941;SPC WA S     -   316,858.25    764,815.30   sFT  0.99994331   -2 30 37.3
 SC0941;UTM  10      - 5,111,116.659   426,180.867   MT  0.99966699   -0 41 21.8
 SC0941
 SC0941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC0941!SPC OR N     -   0.99999958  x   1.00004150  =   1.00004108
 SC0941!SPC WA S     -   0.99999958  x   0.99994331  =   0.99994289
 SC0941!UTM  10      -   0.99999958  x   0.99966699  =   0.99966657
 SC0941
 SC0941:                Primary Azimuth Mark                     Grid Az
 SC0941:SPC OR N     -  MIT                                      345 52 07.9
 SC0941:SPC WA S     -  MIT                                      345 55 42.0
 SC0941:UTM  10      -  MIT                                      344 06 26.5
 SC0941
 SC0941|---------------------------------------------------------------------|
 SC0941| PID    Reference Object                     Distance      Geod. Az  |
 SC0941|                                                           dddmmss.s |
 SC0941| SC2198 MIT                                 APPROX. 4.0 KM 3432504.7 |
 SC0941|---------------------------------------------------------------------|
 SC0941
 SC0941                          SUPERSEDED SURVEY CONTROL
 SC0941
 SC0941  NAD 83(1986)-  46 08 58.67942(N)    123 57 21.28591(W) AD(       ) 3
 SC0941  NAD 27      -  46 08 59.31036(N)    123 57 16.76604(W) AD(       ) 3
 SC0941  NGVD 29 (??/??/92)   25.171  (m)           82.58   (f) ADJ UNCH    2 0
 SC0941
 SC0941.Superseded values are not recommended for survey control.
 SC0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0941.See file dsdata.txt to determine how the superseded data were derived.
 SC0941
 SC0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2618111117(NAD 83)
 SC0941_MARKER: DR = REFERENCE MARK DISK
 SC0941_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 SC0941_STAMPING: NO STAMPING
 SC0941_MARK LOGO: CGS   
 SC0941_PROJECTION: FLUSH
 SC0941_MAGNETIC: P = MARKER IS A STEEL PIPE
 SC0941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0941+STABILITY: SURFACE MOTION
 SC0941_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC0941+SATELLITE: SATELLITE OBSERVATIONS - May 09, 1997
 SC0941
 SC0941  HISTORY     - Date     Condition        Report By
 SC0941  HISTORY     - 1958     MONUMENTED       CGS
 SC0941  HISTORY     - 19970509 POOR             WADECO
 SC0941  HISTORY     - 19970517 POOR             WADECO
 SC0941
 SC0941                          STATION DESCRIPTION
 SC0941
 SC0941'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (VRS)
 SC0941'THIS STATION WAS FORMERLY GALENA (ASTOR) 1926 R.M. 2
 SC0941'
 SC0941'STATION IS 2-1/2 MILES NORTH-NORTHWEST OF CAMP CLATSOP, 2 MILES
 SC0941'SOUTHWEST OF WARRENTON, 3/4 MILES, AIRLINE, SOUTH-SOUTHEAST OF FORT
 SC0941'STEVENS AND ABOUT 1/4 MILE EAST OF BEACH.  IT IS ON A PROMINENT
 SC0941'GRASS-COVERED SAND DUNE AND ABOUT 200 FEET NORTH OF ONE OF THE
 SC0941'ENTRANCE ROADS TO COLUMBIA BEACH.
 SC0941'
 SC0941'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 101 AND FORT STEVENS
 SC0941'ROAD, WHICH IS ABOUT 2 MILES SOUTH OF WARRENTON, GO SOUTH ON
 SC0941'U.S. HIGHWAY 101 FOR 0.2 MILE, TAKE RIGHT FORK (A NEW HIGHWAY SPUR)
 SC0941'AND GO WEST 0.8 MILE TO NEW HIGHWAY RUNNING NORTH AND
 SC0941'SOUTH.  CONTINUE STRAIGHT ACROSS NEW HIGHWAY AND GO WEST 0.3
 SC0941'MILE.  TAKE THE RIGHT FORK AROUND SAND DUNE AND CONTINUE ON WEST
 SC0941'0.4 MILE TO LARGE SAND DUNE AND STATION OF THE SOUTH END.
 SC0941'
 SC0941'THE STATION IS A STANDARD REFERENCE MARK DISK STAMPED GALENA NO
 SC0941'2 1942 SET IN THE TOP OF A 2-INCH DIAMETER IRON PIPE WHICH PROJECTS
 SC0941'ABOUT 2 FEET ABOVE THE GROUND.  A CORPS OF ENGINEERS HYDROGRAPHIC
 SC0941'SIGNAL IS BUILT OVER THE MARK.
 SC0941
 SC0941                          STATION RECOVERY (1997)
 SC0941
 SC0941'RECOVERY NOTE BY WASHINGTON DEPARTMENT OF ECOLOGY 1997 (RCD)
 SC0941'DESCRIBED BY THE WASHINGTON STATE DEPARTMENT OF ECOLOGY 1997 (RCD) .
 SC0941'THIS STATION WAS FORMERLY ASTOR RM 2 1926.  NAME OF PRIMARY STATION
 SC0941'AND RMS CHANGED IN 1942 TO GALENA PER ORDERS FROM OFFICE.  A BRONZE
 SC0941'REFERENCE DISK WAS SET IN CONCRETE IN THE TOP OF A CLAY TILE THAT WAS
 SC0941'PLACED OVER THE ORIGINAL 2-INCH DIAMETER IRON PIPES (SEE STATION
 SC0941'ASTOR=GALENA, SC2157) .  THE STATION IS AT THE NORTHERN BOUNDARY OF
 SC0941'CAMP RILEA NATIONAL GUARD BASE.  FROM WARRENTON CITY HIGH SCHOOL GO
 SC0941'WEST ON SOUTH MAIN STREET/US 101 SPUR TO 18TH STREET SW/OCEANVIEW
 SC0941'CEMETERY ROAD.  GO NORTH ON 18TH STREET 1.75 MILES (2.82 KM) TO A U
 SC0941'INTERSECTION.  CONTINUE NORTH ABOUT 15 M (49.2 FT) AND TURN LEFT
 SC0941'(WEST) ON TO DELAURA BEACH ROAD SW.  FOLLOW DELAURA BEACH ROAD WEST TO
 SC0941'T INTERSECTION WITH POINE ROAD SW.  CONTINUE 375 M (1230.3 FT) WEST ON
 SC0941'DELAURA BEACH ROAD TO A GRAVEL/SAND PIT WITH TWO CLATSOP COUNTY
 SC0941'WITNESS POSTS ON RIGHT AND 3 FT (0.9 M) BELOW GRADE.  THE STATION IS
 SC0941'LOCATED ON A LARGE VEGETATED DUNE ABOUT 176 M (577.4 FT) SOUTH OF THE
 SC0941'DELAURA BEACH ROAD, ABOUT 93 M (305.1 FT) SOUTH OF THE CAMP RILEA
 SC0941'BOUNDARY FENCE, AND 15 M (49.2 FT) SOUTH OF THE SOUTHWEST MOST CORNER
 SC0941'OF A LARGE CONCRETE BUNKER/OBSERVATION POST.  THE STATION IS CENTERED
 SC0941'BETWEEN 1 X 1 FT (0.3 M) CONCRETE FOOTERS FOR A FORMER CORP OF
 SC0941'ENGINEERS HYRDROGRAHPIC SIGNAL, NOW REMOVED, THAT WAS BUILT NEAR THE
 SC0941'TOP, AND ON THE SOUTHERN SLOPE, OF THE DUNE.  THE SOUTHERN MOST TWO
 SC0941'FOOTERS ARE ABOUT 2 FT (0.6 M) LOWER THAN THE TWO FOOTERS ON TOP OF
 SC0941'THE DUNE.  THE STATION IS A 5 FT (1.5 M) LONG IRON PIPE, 2-INCH IN
 SC0941'DIAMETER, FILLED WITH CONCRETE WITH NAIL IN CENTER SET VERTICALLY IN
 SC0941'THE GROUND WITH THE BELL END OF PIPE DOWN.  THE STATION IS ABOUT 2 FT
 SC0941'(0.6 M) BELOW GRADE WHEN VIEWED FROM A LOCATION NEAR THE SOUTHWEST
 SC0941'CORNER OF THE CONCRETE BUNKER OR 1.5 FT (0.5 M) ABOVE THE SOUTHERN TWO
 SC0941'FOOTERS, AND 1 FT (0.3 M) UNDERGROUND.  THE REFERENCE MARK DISK AND
 SC0941'TILE INSTALLED IN 1942 HAVE BEEN REMOVED (BLANK 2.56 MM ROUNDS WERE
 SC0941'FOUND ABOUT 1 FT (0.3 M) DOWN WHILE DIGGING FOR THE STATION, LOOKS
 SC0941'LIKE A FOX HOLE HAD BEEN DUG HERE) . ONLY THE ORIGINAL 2-INCH DIAMETER
 SC0941'PIPE (DESCRIBED ABOVE) REMAINS AND WILL SERVE AS THE HORIZONTAL MARK.
 SC0941'VERTICAL ORDER IS QUESTIONABLE. STATION KIM 1997 LOCATED ON THE ROOF
 SC0941'OF A SMALL OBSERVATION POST THAT IS 18 M (59.1 FT) NORTH OF THE CAMP
 SC0941'RILEA BOUNDARY FENCE AND 111 M (364.2 FT) NORTH AND 7 M (23.0 FT) WEST
 SC0941'OF GALENA RM 2 WILL SERVE AS A REFERENCE MARK.
 SC0941
 SC0941                          STATION RECOVERY (1997)
 SC0941
 SC0941'RECOVERY NOTE BY WASHINGTON DEPARTMENT OF ECOLOGY 1997 (RCD)
 SC0941'TO REACH FROM WARRENTON GO SOUTH 1 MI (1.6 KM) TO WARRENTON HIGH
 SC0941'SCHOOL -ON US 101 SPUR-.  TAKE FIRST RIGHT TO COLUMBIA BEACH ROAD. GO
 SC0941'0.8 MI (1.3 KM) TO -Y- INTERSECTION, GO NORTHWEST PAST -Y- 0.1 MI (0.2
 SC0941'KM) TO SW DELANY BEACH ROADS, GO WEST ABOUT 0.7 MI (1.1 KM) TO ROCK
 SC0941'QUARY AND 2 CLATSOP COUNTY BENCHMARKS ON RIGHT -ORANGE WITNESS POSTS-.
 SC0941'GO SOUTH 60 M (196.8 FT) TO CAMP RILEA BOUNDARY FENCE. FOLLOW FENCE
 SC0941'WEST TO 6 FT (1.8 M) X 6 FT (1.8 M) CONCRETE BUNKER.  GO SOUTH 25 M
 SC0941'(82.0 FT) PAST LARGE BUNKER, TO 4 CONCRETE FOOTERS FOR OLD
 SC0941'HYDROGRAPHIC SIGNAL -DOWN- MARK IS CENTERED BETWEEN FOOTERS AND IS 7 M
 SC0941'(23.0 FT) SOUTH OF THE LARGE BUNKER.  MARK IS 2-INCH DIAMETER IRON
 SC0941'PIPE -CONCRETE FILLED- WHICH IS 18 INCHES UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1239 ***********************************************************************
 NZ1239  DESIGNATION -  GALES
 NZ1239  PID         -  NZ1239
 NZ1239  STATE/COUNTY-  OR/DOUGLAS
 NZ1239  USGS QUAD   -  QUINES CREEK (1986)
 NZ1239
 NZ1239                         *CURRENT SURVEY CONTROL
 NZ1239  ___________________________________________________________________
 NZ1239* NAD 83(1991)-  42 46 26.67396(N)    123 17 33.51396(W)     ADJUSTED  
 NZ1239* NAVD 88     -       488.9    (meters)    1604.     (feet)  VERTCON   
 NZ1239  ___________________________________________________________________
 NZ1239  LAPLACE CORR-           3.27  (seconds)                    DEFLEC99
 NZ1239  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 NZ1239  HORZ ORDER  -  SECOND
 NZ1239
 NZ1239.The horizontal coordinates were established by classical geodetic methods
 NZ1239.and adjusted by the National Geodetic Survey in October 1991.
 NZ1239
 NZ1239.The NAVD 88 height was computed by applying the VERTCON shift value to
 NZ1239.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NZ1239
 NZ1239.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ1239
 NZ1239.The geoid height was determined by GEOID03.
 NZ1239
 NZ1239;                    North         East     Units Scale Factor Converg.
 NZ1239;SPC OR S     -   126,823.853 1,271,513.736   MT  0.99991817   -1 54 38.1
 NZ1239;SPC OR S     -   416,088.76  4,171,632.99   iFT  0.99991817   -1 54 38.1
 NZ1239;UTM  10      - 4,735,768.348   476,059.957   MT  0.99960705   -0 11 55.5
 NZ1239
 NZ1239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NZ1239!SPC OR S     -   0.99992703  x   0.99991817  =   0.99984521
 NZ1239!UTM  10      -   0.99992703  x   0.99960705  =   0.99953411
 NZ1239
 NZ1239:                Primary Azimuth Mark                     Grid Az
 NZ1239:SPC OR S     -  COW                                      067 41 56.1
 NZ1239:UTM  10      -  COW                                      065 59 13.5
 NZ1239
 NZ1239|---------------------------------------------------------------------|
 NZ1239| PID    Reference Object                     Distance      Geod. Az  |
 NZ1239|                                                           dddmmss.s |
 NZ1239| NZ1231 COW                                 APPROX. 2.0 KM 0654718.0 |
 NZ1239|---------------------------------------------------------------------|
 NZ1239
 NZ1239                          SUPERSEDED SURVEY CONTROL
 NZ1239
 NZ1239  NAD 83(1986)-  42 46 26.65986(N)    123 17 33.53398(W) AD(       ) 2
 NZ1239  NAD 27      -  42 46 27.22560(N)    123 17 29.30500(W) AD(       ) 2
 NZ1239  NGVD 29 (07/19/86)  487.9    (m)         1601.     (f) VERT ANG    3  
 NZ1239
 NZ1239.Superseded values are not recommended for survey control.
 NZ1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1239.See file dsdata.txt to determine how the superseded data were derived.
 NZ1239
 NZ1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN7606035768(NAD 83)
 NZ1239_MARKER: Z = SEE DESCRIPTION
 NZ1239_SETTING: 0 = UNSPECIFIED SETTING
 NZ1239_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ1239
 NZ1239  HISTORY     - Date     Condition        Report By
 NZ1239  HISTORY     - 1963     MONUMENTED       ORDT
 NZ1239
 NZ1239                          STATION DESCRIPTION
 NZ1239
 NZ1239'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1963 (FN)
 NZ1239'THE STATION IS 2-1/2 MILES SOUTHWEST OF AZALEA ON A HIGH BANK
 NZ1239'ON THE SOUTH RIGHT-OF-WAY OF U.S. HIGHWAY 99.
 NZ1239'
 NZ1239'TO REACH THE STATION FROM THE POST OFFICE IN AZALEA GO WEST ON
 NZ1239'THE MACADAM ROAD FOR 0.05 MILE TO A SIDE ROAD LEFT, TURN LEFT AND
 NZ1239'GO SOUTH ON THE MACADAM ROAD FOR 0.15 MILE TO U.S. HIGHWAY 99,
 NZ1239'TURN RIGHT AND GO WESTERLY ON U.S. HIGHWAY 99 FOR 2.35 MILES TO
 NZ1239'THE STATION ON THE LEFT.
 NZ1239'
 NZ1239'THE STATION MARK, STAMPED GALES USC AND GS 1962, IS AN OREGON
 NZ1239'STATE HIGHWAY DEPT. STATION MARK DISC BRAZED TO THE TOP OF A
 NZ1239'2 1/2-INCH IRON PIPE THAT PROJECTS 6 INCHES.  IT IS 0.05 MILE
 NZ1239'SOUTHEAST OF MILE POST 233, 120 FEET SOUTH OF THE CENTER OF
 NZ1239'U.S. HIGHWAY 99, 4 FEET NORTH OF A WOODEN WITNESS POST AND ABOUT
 NZ1239'80 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 NZ1239'
 NZ1239'THE STATION WAS MARKED IN 1962 AND OCCUPIED IN 1963.
 NZ1239'
 NZ1239'THERE WERE NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1441 ***********************************************************************
 SC1441  DESIGNATION -  GALLOWAY 2
 SC1441  PID         -  SC1441
 SC1441  STATE/COUNTY-  OR/COLUMBIA
 SC1441  USGS QUAD   -  RAINIER (1990)
 SC1441
 SC1441                         *CURRENT SURVEY CONTROL
 SC1441  ___________________________________________________________________
 SC1441* NAD 83(1991)-  46 03 50.87758(N)    122 53 39.61771(W)     ADJUSTED  
 SC1441* NAVD 88     -        42.     (meters)     138.     (feet)  SCALED    
 SC1441  ___________________________________________________________________
 SC1441  LAPLACE CORR-          -4.13  (seconds)                    DEFLEC99
 SC1441  GEOID HEIGHT-         -21.67  (meters)                     GEOID03
 SC1441  HORZ ORDER  -  THIRD
 SC1441
 SC1441.The horizontal coordinates were established by classical geodetic methods
 SC1441.and adjusted by the National Geodetic Survey in October 1991.
 SC1441
 SC1441.The orthometric height was scaled from a topographic map.
 SC1441
 SC1441.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1441
 SC1441.The geoid height was determined by GEOID03.
 SC1441
 SC1441;                    North         East     Units Scale Factor Converg.
 SC1441;SPC OR N     -   269,168.287 2,314,765.041   MT  1.00001694   -1 41 52.9
 SC1441;SPC OR N     -   883,098.05  7,594,373.49   iFT  1.00001694   -1 41 52.9
 SC1441;SPC WA S     -    84,039.711   314,777.723   MT  0.99995567   -1 44 21.3
 SC1441;SPC WA S     -   275,720.29  1,032,733.25   sFT  0.99995567   -1 44 21.3
 SC1441;UTM  10      - 5,101,178.537   508,172.176   MT  0.99960082   +0 04 33.9
 SC1441
 SC1441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1441!SPC OR N     -   0.99999681  x   1.00001694  =   1.00001375
 SC1441!SPC WA S     -   0.99999681  x   0.99995567  =   0.99995248
 SC1441!UTM  10      -   0.99999681  x   0.99960082  =   0.99959763
 SC1441
 SC1441:                Primary Azimuth Mark                     Grid Az
 SC1441:SPC OR N     -  COTTONWOOD IS MID DIKE LT DOLP           003 18 45.2
 SC1441:SPC WA S     -  COTTONWOOD IS MID DIKE LT DOLP           003 21 13.6
 SC1441:UTM  10      -  COTTONWOOD IS MID DIKE LT DOLP           001 32 18.4
 SC1441
 SC1441|---------------------------------------------------------------------|
 SC1441| PID    Reference Object                     Distance      Geod. Az  |
 SC1441|                                                           dddmmss.s |
 SC1441| SC1391 COTTONWOOD IS MID DIKE LT DOLP      APPROX. 1.6 KM 0013652.3 |
 SC1441| SC1461 LOG RAFT DOLPHIN                    APPROX. 2.9 KM 0073120.9 |
 SC1441| SC1494 COWEMAN RESET                       APPROX. 4.9 KM 0150304.4 |
 SC1441| SC1496 CLIMB                               APPROX. 2.4 KM 0322225.6 |
 SC1441| SC1476 COTTONWOOD IS LOWER F RNG LT        APPROX. 1.1 KM 0361343.8 |
 SC1441| SC1479 COTTONWOOD IS UPPER F RANGE LT      APPROX. 0.8 KM 0571639.1 |
 SC1441| SC1484 COTTONWOOD IS LOWER R RNG LT        APPROX. 1.1 KM 0572047.9 |
 SC1441| SC1482 DIKE 42.4 WEST END DOLPHIN          APPROX. 0.9 KM 0753700.4 |
 SC1441| SC1486 CARROLLS LOWER DIKE DOLPHIN         APPROX. 1.0 KM 0911705.8 |
 SC1441| SC1490 DIKE 42.0 WEST END DOLPHIN          APPROX. 1.2 KM 1104522.8 |
 SC1441| SC1349 CARROLLS UPPER DIKE DOLPHIN         APPROX. 2.0 KM 1214321.0 |
 SC1441| SC1353 CARROLLS DIKE LIGHT DOLPHIN         APPROX. 1.8 KM 1223745.1 |
 SC1441| SC1495 DOL                                 APPROX. 1.6 KM 1262544.7 |
 SC1441| SC1330 DOBELBOWER UP DIKE LT DOLPHIN       APPROX. 2.1 KM 1374049.6 |
 SC1441| SC1334 4 SPIKES USE                        APPROX. 2.5 KM 1423104.7 |
 SC1441| SC1339 KALAMA RIVER LIGHT                  APPROX. 3.8 KM 1561027.4 |
 SC1441| SC1465 PRESCOTT CLARK/WILS LUMBER STK      APPROX. 1.4 KM 1603621.6 |
 SC1441| SC1456 PRESCOTT CLARK/WILS LUMBER TK       APPROX. 1.3 KM 1632315.4 |
 SC1441| CE3584 GALLOWAY 2 RM 1                       5.583 METERS 27028     |
 SC1441| CE3585 GALLOWAY 2 RM 2                       9.100 METERS 35121     |
 SC1441|---------------------------------------------------------------------|
 SC1441
 SC1441                          SUPERSEDED SURVEY CONTROL
 SC1441
 SC1441  NAD 83(1986)-  46 03 50.89356(N)    122 53 39.61334(W) AD(       ) 3
 SC1441  NAD 27      -  46 03 51.48452(N)    122 53 35.22155(W) AD(       ) 3
 SC1441
 SC1441.Superseded values are not recommended for survey control.
 SC1441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1441.See file dsdata.txt to determine how the superseded data were derived.
 SC1441
 SC1441_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES0817201179(NAD 83)
 SC1441_MARKER: Z = SEE DESCRIPTION
 SC1441_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SC1441_STAMPING: GALLOWAY 2 1937
 SC1441_MAGNETIC: P = MARKER IS A STEEL PIPE
 SC1441
 SC1441  HISTORY     - Date     Condition        Report By
 SC1441  HISTORY     - 1937     MONUMENTED       CGS
 SC1441  HISTORY     - 1949     SEE DESCRIPTION  CGS
 SC1441  HISTORY     - 1951     SEE DESCRIPTION  CGS
 SC1441  HISTORY     - 1980     GOOD             NGS
 SC1441  HISTORY     - 20040707 MARK NOT FOUND   USPSQD
 SC1441
 SC1441                          STATION DESCRIPTION
 SC1441
 SC1441'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (RWK)
 SC1441'STATION IS ABOUT 2.6 MILES E OF RAINIER, AND ABOUT 4 METERS FROM
 SC1441'THE EDGE OF THE NEARLY VERTICAL RAILROAD CUT ABOUT 120 FEET
 SC1441'ABOVE RIVER.
 SC1441'
 SC1441'STATION MARK IS A STANDARD DISK STAMPED GALLOWAY 2 1937,
 SC1441'CEMENTED INTO A 3 1/2-FOOT LENGTH OF 4-INCH CAST-IRON SOIL
 SC1441'PIPE, PROJECTING A FEW INCHES ABOVE GROUND.
 SC1441'
 SC1441'REFERENCE MARKS WERE SIMILARLY SET.
 SC1441'
 SC1441'UNDERGROUND MARK IS A BLOCK OF CONCRETE BELOW GROUND CONTAINING A
 SC1441'STANDARD BRONZE DISK, AS DESCRIBED IN NOTE 7A.
 SC1441
 SC1441                          STATION RECOVERY (1949)
 SC1441
 SC1441'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (HJH)
 SC1441'STATION AND THE REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 SC1441'AS DESCRIBED BY R.W.K. IN 1937.  DESCRIPTION IS ADEQUATE.
 SC1441
 SC1441                          STATION RECOVERY (1951)
 SC1441
 SC1441'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HGC)
 SC1441'STATION MARK AND R.M. 2 FOUND AS DESCRIBED AND IN GOOD
 SC1441'CONDITION.  R.M. 1 WAS NOT FOUND AFTER A SHORT SEARCH.
 SC1441
 SC1441                          STATION RECOVERY (1980)
 SC1441
 SC1441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 SC1441'THE STATION WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARK 1 WAS
 SC1441'FOUND OUT OF THE GROUND.  REFERENCE MARK 2 WAS SEARCHED FOR BUT NOT
 SC1441'RECOVERED.  REFERENCE MARKS 3 AND 4 WERE ESTABLISHED AT THIS TIME
 SC1441'
 SC1441'THE STATION IS LOCATED ON PROPERTY OF AL DISS, P.O. BOX 859, RAINIER
 SC1441'OR 97048 147000 DISS LANE PH NO. 556-4701.
 SC1441'
 SC1441'TO REACH THE STATION FROM THE CITY HALL IN RAINIER, GO EAST AND SOUTH
 SC1441'ON HIGHWAY 30 FOR 2.9 MILES, TURN LEFT ON OLD U.S. 30 AND GO 0.1 MILE
 SC1441'TO A PRIVATE DRIVE ON THE RIGHT.  TURN RIGHT AND GO ABOUT 100 FEET
 SC1441'AND THE STATION AT THE EDGE OF THE BLUFF ON THE LEFT.
 SC1441'
 SC1441'THE STATION IS A STANDARD US COAST AND GEODETIC SURVEY (NOW NOS) DISK
 SC1441'STAMPED---GALLOWAY 2 1937---SET INTO THE TOP OF A METAL PIPE 13 CM
 SC1441'(5 INCHES) IN DIAMETER PROJECTING 5 CM (2 INCHES) ABOVE THE GROUND
 SC1441'LOCATED 30.5 METERS (100 FEET) NE FROM THE NE CORNER OF GARAGE UNDER
 SC1441'HOUSE, 18.3 METERS (60 FEET) E FROM THE CENTERLINE OF PRIVATE DRIVE,
 SC1441'2.1 METERS (7 FEET) W FROM THE TOP EDGE OF THE BLUFF, 0.70 METER (2.3
 SC1441'FEET) NNE FROM A USE METAL WITNESS POST, AND 0.61 METER (2.0 FEET)
 SC1441'SSW FROM A 12 INCH IN DIAMETER FORKED MADRONA TREE.
 SC1441'
 SC1441'REFERENCE MARK NO. 3 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 SC1441'STAMPED---GALLOWAY 2 1937 NO 3 1980---SET INTO ROCK OUTCROP LOCATED
 SC1441'28.0 METERS (92 FEET) NNE FROM THE NE CORNER OF GARAGE, 9.1 METERS
 SC1441'(30 FEET) W FROM THE TOP EDGE OF THE BLUFF, 7.6 METERS (25 FEET) E
 SC1441'FROM THE CENTERLINE OF A PRIVATE DRIVE, AND 1.2 METERS (4 FEET)
 SC1441'HIGHER THAN THE STATION.
 SC1441'
 SC1441'REFERENCE MARK NO. 4 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 SC1441'STAMPED---GALLOWAY 2 1937 NO 4 1980---SET INTO THE TOP OF A METAL
 SC1441'PIPE 13 CM (5 INCHES) IN DIAMETER PROJECTING 30 CM (12 INCHES) ABOVE
 SC1441'THE GROUND LOCATED 19.2 METERS (63 FEET) E FROM THE CENTERLINE OF A
 SC1441'PRIVATE DRIVE, 7.6 METERS (25 FEET) N FROM A FORKED MADRONA TREE, 1.8
 SC1441'METERS (6 FEET) W FROM THE TOP EDGE OF BLUFF, AND 0.6 METER (2 FEET)
 SC1441'HIGHER THAN THE STATION.
 SC1441
 SC1441                          STATION RECOVERY (2004)
 SC1441
 SC1441'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 SC1441'RECOVERED REF MARK 3 AND 4 AS DESCRIBED. THE WITNESS POST STILL THERE
 SC1441'BUT STATION MARK COULD BE UNDER SEVERAL INCHES OF DIRT AND BARK. OWNER
 SC1441'HELPFULL BUT DIDN'T WANT AREA DUG UP. HAS BEEN IN THIS HOUSE SINCE
 SC1441'1981.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0955 ***********************************************************************
 PC0955  DESIGNATION -  GAP
 PC0955  PID         -  PC0955
 PC0955  STATE/COUNTY-  OR/LANE
 PC0955  USGS QUAD   -  COTTAGE GROVE LAKE (1987)
 PC0955
 PC0955                         *CURRENT SURVEY CONTROL
 PC0955  ___________________________________________________________________
 PC0955* NAD 83(1991)-  43 44 04.53153(N)    123 05 28.64154(W)     ADJUSTED  
 PC0955* NAVD 88     -       497.3    (meters)    1632.     (feet)  VERTCON   
 PC0955  ___________________________________________________________________
 PC0955  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 PC0955  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 PC0955  HORZ ORDER  -  SECOND
 PC0955
 PC0955.The horizontal coordinates were established by classical geodetic methods
 PC0955.and adjusted by the National Geodetic Survey in October 1991.
 PC0955
 PC0955.The NAVD 88 height was computed by applying the VERTCON shift value to
 PC0955.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PC0955
 PC0955.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC0955
 PC0955.The geoid height was determined by GEOID03.
 PC0955
 PC0955;                    North         East     Units Scale Factor Converg.
 PC0955;SPC OR S     -   232,944.463 1,291,283.435   MT  0.99994338   -1 46 22.2
 PC0955;SPC OR S     -   764,253.49  4,236,494.21   iFT  0.99994338   -1 46 22.2
 PC0955;UTM  10      - 4,842,399.305   492,648.413   MT  0.99960066   -0 03 47.2
 PC0955
 PC0955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC0955!SPC OR S     -   0.99992564  x   0.99994338  =   0.99986902
 PC0955!UTM  10      -   0.99992564  x   0.99960066  =   0.99952633
 PC0955
 PC0955|---------------------------------------------------------------------|
 PC0955| PID    Reference Object                     Distance      Geod. Az  |
 PC0955|                                                           dddmmss.s |
 PC0955| CD8547 GAP RM 1                             11.473 METERS 10156     |
 PC0955| CD8548 GAP RM 2                             10.180 METERS 20401     |
 PC0955| PC0962 WARDS 2                             APPROX. 5.3 KM 2712644.4 |
 PC0955|---------------------------------------------------------------------|
 PC0955
 PC0955                          SUPERSEDED SURVEY CONTROL
 PC0955
 PC0955  NAD 83(1986)-  43 44 04.54245(N)    123 05 28.66550(W) AD(       ) 2
 PC0955  NAD 27      -  43 44 05.10280(N)    123 05 24.37024(W) AD(       ) 2
 PC0955  NGVD 29 (07/19/86)  496.2    (m)         1628.     (f) VERT ANG    3  
 PC0955
 PC0955.Superseded values are not recommended for survey control.
 PC0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0955.See file dsdata.txt to determine how the superseded data were derived.
 PC0955
 PC0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP9264842399(NAD 83)
 PC0955_MARKER: DD = SURVEY DISK
 PC0955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0955_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PC0955
 PC0955  HISTORY     - Date     Condition        Report By
 PC0955  HISTORY     - 1970     MONUMENTED       OR-039
 PC0955
 PC0955                          STATION DESCRIPTION
 PC0955
 PC0955'DESCRIBED BY LANE COUNTY OREGON 1970 (FLI)
 PC0955'THE STATION IS LOCATED ABOUT 4-1/2 MILES SOUTH-SOUTHWEST OF COTTAGE
 PC0955'GROVE, 2-1/4 MILES NORTHWEST OF THE NORTH END OF THE COTTAGE GROVE
 PC0955'RESERVOIR, IN A LOGGED CUT AREA ON A TIMBERED HILL NEAR A POWER
 PC0955'LINE AND ABOUT 0.15 MILE EAST-NORTHEAST OF THE HIGHEST POINT OF THE
 PC0955'HILL.
 PC0955'
 PC0955'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 99 (9TH
 PC0955'STREET) AND MAIN STREET IN COTTAGE GROVE, GO SOUTH AND SOUTHWEST ON
 PC0955'U.S. HIGHWAY 99 FOR 2.4 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND
 PC0955'GO SOUTH ON LATHAM ROAD FOR 0.9 MILE TO A T-INTERSECTION.  TURN
 PC0955'RIGHT AND GO SOUTHERLY ON LONDON ROAD FOR 1.6 MILES TO A SIDE ROAD
 PC0955'RIGHT AND SIGN BPR MAINT. SHOP.  TURN RIGHT, AS PER SIGN, AND GO
 PC0955'WEST FOR 0.5 MILE TO A Y-FORK AT THE BUREAU OF PUBLIC ROADS SHOP.
 PC0955'TAKE THE LEFT FORK AND CONTINUE WESTERLY FOR 1.5 MILES TO A SIDE
 PC0955'ROAD RIGHT AT POWER LINE.  A FOUR-WHEEL DRIVE VEHICLE IS REQUIRED
 PC0955'FROM THIS POINT.  TURN RIGHT AND GO NORTH ON A TRACK ROAD FOR 0.2
 PC0955'MILE TO THE TOP OF A GRADE AND THE STATION ON THE LEFT.
 PC0955'
 PC0955'THE STATION MARK, STAMPED GAP 1969, IS A LANE COUNTY DISK SET IN THE
 PC0955'TOP OF A CYLINDRICAL, CONCRETE POST THAT IS 8 INCHES IN DIAMETER AND
 PC0955'PROJECTS 6 INCHES.  IT IS 84 FEET NORTHWEST OF THE TRACK ROAD, 83
 PC0955'FEET NORTHEAST OF THE EAST POLE OF 3 POWER POLES AND 6.0 FEET
 PC0955'SOUTH OF A WITNESS POST.
 PC0955'
 PC0955'REFERENCE MARK NO. 1, STAMPED GAP RM NO 1 1969, IS A LANE COUNTY DISK
 PC0955'SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS 6 INCHES IN
 PC0955'DIAMETER AND PROJECTS 6 INCHES.  IT IS 54 FEET NORTHWEST OF THE
 PC0955'TRACK ROAD AND 38.4 FEET EAST-SOUTHEAST OF THE WITNESS POST.
 PC0955'
 PC0955'REFERENCE MARK NO. 2, STAMPED GAP RM NO 2 1969, IS A LANE COUNTY
 PC0955'DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS 6 INCHES
 PC0955'IN DIAMETER AND PROJECTS 1 FOOT.  IT IS 53 FEET NORTHEAST OF THE
 PC0955'EAST POLE OF THE 3 POWER POLES AND 39.2 FEET SOUTH-SOUTHWEST OF THE
 PC0955'WITNESS POST.
 PC0955'
 PC0955'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA1092 ***********************************************************************
 RA1092  DESIGNATION -  GAR
 RA1092  PID         -  RA1092
 RA1092  STATE/COUNTY-  OR/WALLOWA
 RA1092  USGS QUAD   -  JIM WHITE RIDGE (1993)
 RA1092
 RA1092                         *CURRENT SURVEY CONTROL
 RA1092  ___________________________________________________________________
 RA1092* NAD 83(1991)-  45 20 26.03263(N)    117 31 56.84772(W)     ADJUSTED  
 RA1092* NAVD 88     -      2426.3    (meters)    7960.     (feet)  VERTCON   
 RA1092  ___________________________________________________________________
 RA1092  LAPLACE CORR-          12.61  (seconds)                    DEFLEC99
 RA1092  GEOID HEIGHT-         -16.08  (meters)                     GEOID03
 RA1092  HORZ ORDER  -  THIRD
 RA1092
 RA1092.The horizontal coordinates were established by classical geodetic methods
 RA1092.and adjusted by the National Geodetic Survey in October 1991.
 RA1092
 RA1092.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1092.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1092
 RA1092.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1092
 RA1092.The geoid height was determined by GEOID03.
 RA1092
 RA1092;                    North         East     Units Scale Factor Converg.
 RA1092;SPC OR N     -   190,277.129 2,732,515.289   MT  0.99989907   +2 06 16.3
 RA1092;SPC OR N     -   624,268.80  8,964,945.17   iFT  0.99989907   +2 06 16.3
 RA1092;UTM  11      - 5,020,921.824   458,283.546   MT  0.99962140   -0 22 43.5
 RA1092
 RA1092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1092!SPC OR N     -   0.99962227  x   0.99989907  =   0.99952138
 RA1092!UTM  11      -   0.99962227  x   0.99962140  =   0.99924382
 RA1092
 RA1092|---------------------------------------------------------------------|
 RA1092| PID    Reference Object                     Distance      Geod. Az  |
 RA1092|                                                           dddmmss.s |
 RA1092| RA1107 GAR RM 2                              7.943 METERS 19228     |
 RA1092| RA1094 MEADOW                              APPROX.16.2 KM 1933045.2 |
 RA1092| RA1106 GAR RM 1                              3.270 METERS 34421     |
 RA1092|---------------------------------------------------------------------|
 RA1092
 RA1092                          SUPERSEDED SURVEY CONTROL
 RA1092
 RA1092  NAD 83(1986)-  45 20 26.02434(N)    117 31 56.84564(W) AD(       ) 3
 RA1092  NGVD 29 (12/08/88) 2424.9    (m)         7956.     (f) VERT ANG    3  
 RA1092
 RA1092.Superseded values are not recommended for survey control.
 RA1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1092.See file dsdata.txt to determine how the superseded data were derived.
 RA1092
 RA1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML5828420922(NAD 83)
 RA1092_MARKER: DS = TRIANGULATION STATION DISK
 RA1092_SETTING: 66 = SET IN ROCK OUTCROP
 RA1092_SP_SET: SET IN BEDROCK
 RA1092_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA1092+STABILITY: POSITION/ELEVATION WELL
 RA1092
 RA1092  HISTORY     - Date     Condition        Report By
 RA1092  HISTORY     - 1964     MONUMENTED       USGS
 RA1092
 RA1092                          STATION DESCRIPTION
 RA1092
 RA1092'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 RA1092'LOCATED ABOUT 20 MI NE. OF COVE, ABOUT 13 MI W. OF S. OF LOSTINE.
 RA1092'ON RIDGE BETWEEN BEAR CREEK AND MINAM RIVER AT HEAD OF GARWOOD
 RA1092'CREEK, ON PROMINENT, ROCKY PEAK.
 RA1092'
 RA1092'REACHED BY HELICOPTER.
 RA1092'
 RA1092'STATION MARK--STANDARD TABLET STAMPED---GAR 1964---, CEMENTED IN
 RA1092'BEDROCK ABOUT 0.4 FT. BELOW GROUND.
 RA1092'
 RA1092'RM 1--STANDARD RM TABLET STAMPED---NO 1 1964---, CEMENTED IN ROCK
 RA1092'OUTCROP.
 RA1092'
 RA1092'RM 2--STANDARD RM TABLET, STAMPING UNKNOWN, IN ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1632 ***********************************************************************
 OA1632  DESIGNATION -  GAR
 OA1632  PID         -  OA1632
 OA1632  STATE/COUNTY-  OR/CURRY
 OA1632  USGS QUAD   -  
 OA1632
 OA1632                         *CURRENT SURVEY CONTROL
 OA1632  ___________________________________________________________________
 OA1632* NAD 83(1991)-  42 44 48.80702(N)    124 30 42.00277(W)     ADJUSTED  
 OA1632* NAVD 88     -        14.2    (meters)      47.     (feet)  VERTCON   
 OA1632  ___________________________________________________________________
 OA1632  LAPLACE CORR-          11.54  (seconds)                    DEFLEC99
 OA1632  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 OA1632  HORZ ORDER  -  THIRD
 OA1632
 OA1632.The horizontal coordinates were established by GPS observations
 OA1632.and adjusted by the National Geodetic Survey in May 1992.
 OA1632
 OA1632.The NAVD 88 height was computed by applying the VERTCON shift value to
 OA1632.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OA1632
 OA1632.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1632
 OA1632.The geoid height was determined by GEOID03.
 OA1632
 OA1632;                    North         East     Units Scale Factor Converg.
 OA1632;SPC OR S     -   127,858.911 1,171,696.629   MT  0.99992153   -2 44 40.5
 OA1632;SPC OR S     -   419,484.62  3,844,149.05   iFT  0.99992153   -2 44 40.5
 OA1632;UTM  10      - 4,733,816.003   376,280.785   MT  0.99978831   -1 01 34.3
 OA1632
 OA1632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1632!SPC OR S     -   1.00000205  x   0.99992153  =   0.99992358
 OA1632!UTM  10      -   1.00000205  x   0.99978831  =   0.99979036
 OA1632
 OA1632                          SUPERSEDED SURVEY CONTROL
 OA1632
 OA1632  NGVD 29 (05/20/92)   13.1    (m)           43.     (f) GPS OBS     3  
 OA1632
 OA1632.Superseded values are not recommended for survey control.
 OA1632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1632.See file dsdata.txt to determine how the superseded data were derived.
 OA1632
 OA1632_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN7628133816(NAD 83)
 OA1632_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OA1632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA1632_SP_SET: CONCRETE POST
 OA1632_STAMPING: GAR 1973 OSHD
 OA1632_MARK LOGO: ORHD  
 OA1632_MAGNETIC: N = NO MAGNETIC MATERIAL
 OA1632_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OA1632_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OA1632+SATELLITE: SATELLITE OBSERVATIONS - 1990
 OA1632
 OA1632  HISTORY     - Date     Condition        Report By
 OA1632  HISTORY     - 1990     MONUMENTED       NOS
 OA1632  HISTORY     - 20020116 MARK NOT FOUND   INDIV
 OA1632
 OA1632                          STATION DESCRIPTION
 OA1632
 OA1632'DESCRIBED BY NATIONAL OCEAN SERVICE 1990
 OA1632'THE STATION IS LOCATED WEST OF THE TOWN OF PORT ORFORD SOUTH OF
 OA1632'GARRISON LAKE ATOP A SAND DUNE.
 OA1632'TO REACH THE STATION FROM THE PORT ORFORD POST OFFICE GO WEST ON 7TH
 OA1632'STREET FOR 0.05 MI (0.08 KM) TO US HWY 101, TURN RIGHT AND GO NORTH
 OA1632'ON HWY 101 FOR 0.15 MI (0.24 KM) TO 9TH STREET, TURN LEFT (WEST) ON
 OA1632'9TH STREET FOR 0.15 MI (0.24 KM) TO A FORK.  TAKE RIGHT FORK TO AGATE
 OA1632'BEACH TRAILER COURT.  OBTAIN BEACH ACCESS PERMISSION FROM THE OFFICE,
 OA1632'AND PROCEED 0.1 MI (0.2 KM) FROM ROPE GATE WEST TO THE TOP OF A GRASS
 OA1632'COVERED SAND DUNE.  IT IS POSSIBLE TO DRIVE A 4-WHEEL DRIVE VEHICLE
 OA1632'TO THE TOP OF THE DUNE.
 OA1632'STATION IS A OREGON STATE HIGHWAY DEPARTMENT SURVEY DISK STAMPED---GAR
 OA1632'1973 OSHD---CEMENTED IN A MASS OF CONCRETE.  STATION IS 31.5 FT
 OA1632'(9.6 M) SW OF THE SW CORNER OF A PARK BENCH AND 1.75 FT (0.53 M) EAST
 OA1632'OF A OSHD METAL WITNESS POST.
 OA1632'DESCRIBED BY DON
 OA1632
 OA1632                          STATION RECOVERY (2002)
 OA1632
 OA1632'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (KAF)
 OA1632'OCEAN HAS WASHED AWAY MARK. SEARCH WITH GPS UNIT FOUND NOTHING. LOCAL
 OA1632'RESIDENTS AT AGATE BEACH TRAILER COURT SAID THAT THE SAND DUNE ON
 OA1632'WHICH THE MARK WAS SET WAS TAKEN OUT BY WAVE ACTION IN 2000.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1162 ***********************************************************************
 OA1162  DESIGNATION -  GARDEN
 OA1162  PID         -  OA1162
 OA1162  STATE/COUNTY-  OR/DOUGLAS
 OA1162  USGS QUAD   -  WINCHESTER BAY (1985)
 OA1162
 OA1162                         *CURRENT SURVEY CONTROL
 OA1162  ___________________________________________________________________
 OA1162* NAD 83(1991)-  43 41 36.92162(N)    124 09 55.27541(W)     ADJUSTED  
 OA1162* NAVD 88     -              **(meters)            **(feet)            
 OA1162  ___________________________________________________________________
 OA1162  LAPLACE CORR-          14.69  (seconds)                    DEFLEC99
 OA1162  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 OA1162  HORZ ORDER  -  THIRD
 OA1162
 OA1162.The horizontal coordinates were established by classical geodetic methods
 OA1162.and adjusted by the National Geodetic Survey in October 1991.
 OA1162
 OA1162
 OA1162.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1162
 OA1162.The geoid height was determined by GEOID03.
 OA1162
 OA1162;                    North         East     Units Scale Factor Converg.
 OA1162;SPC OR S     -   231,624.705 1,204,620.222   MT  0.99993656   -2 30 27.5
 OA1162;SPC OR S     -   759,923.57  3,952,166.08   iFT  0.99993656   -2 30 27.5
 OA1162;UTM  10      - 4,838,501.190   406,088.959   MT  0.99970848   -0 48 18.3
 OA1162
 OA1162                          SUPERSEDED SURVEY CONTROL
 OA1162
 OA1162  NAD 83(1986)-  43 41 36.92523(N)    124 09 55.32363(W) AD(       ) 4
 OA1162  NAD 27      -  43 41 37.49000(N)    124 09 50.93000(W) AD(       ) 3
 OA1162
 OA1162.Superseded values are not recommended for survey control.
 OA1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1162.See file dsdata.txt to determine how the superseded data were derived.
 OA1162
 OA1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP0608938501(NAD 83)
 OA1162
 OA1162  HISTORY     - Date     Condition        Report By
 OA1162  HISTORY     - 1920     MONUMENTED       USE
 OA1162  HISTORY     - 1948     SEE DESCRIPTION  CGS
 OA1162
 OA1162                          STATION DESCRIPTION
 OA1162
 OA1162'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RAE)
 OA1162'A SEARCH WAS MADE FOR THE STATION BUT IT WAS NOT FOUND.  CONTACT
 OA1162'WITH THE U.S.E. AT EMPIRE, OREGON, ESTABLISHED THE FACT THAT THEY
 OA1162'HAD NOT RECOVERED THE STATION AND HAD ESTABLISHED A NEW STATION
 OA1162'LEDGE IN THE VICINITY.
 OA1162'
 OA1162'THE STATION SHOULD BE CLASSIFIED AS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1119 ***********************************************************************
 OA1119  DESIGNATION -  GARDINER
 OA1119  PID         -  OA1119
 OA1119  STATE/COUNTY-  OR/DOUGLAS
 OA1119  USGS QUAD   -  REEDSPORT (1985)
 OA1119
 OA1119                         *CURRENT SURVEY CONTROL
 OA1119  ___________________________________________________________________
 OA1119* NAD 83(1991)-  43 43 59.74312(N)    124 06 35.58999(W)     ADJUSTED  
 OA1119* NAVD 88     -        19.     (meters)      62.     (feet)  SCALED    
 OA1119  ___________________________________________________________________
 OA1119  LAPLACE CORR-          13.61  (seconds)                    DEFLEC99
 OA1119  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 OA1119  HORZ ORDER  -  THIRD
 OA1119
 OA1119.The horizontal coordinates were established by classical geodetic methods
 OA1119.and adjusted by the National Geodetic Survey in October 1991.
 OA1119
 OA1119.The orthometric height was scaled from a topographic map.
 OA1119
 OA1119.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1119
 OA1119.The geoid height was determined by GEOID03.
 OA1119
 OA1119;                    North         East     Units Scale Factor Converg.
 OA1119;SPC OR S     -   235,834.082 1,209,277.373   MT  0.99994315   -2 28 10.9
 OA1119;SPC OR S     -   773,733.86  3,967,445.45   iFT  0.99994315   -2 28 10.9
 OA1119;UTM  10      - 4,842,846.041   410,617.925   MT  0.99969826   -0 46 02.3
 OA1119
 OA1119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1119!SPC OR S     -   1.00000092  x   0.99994315  =   0.99994407
 OA1119!UTM  10      -   1.00000092  x   0.99969826  =   0.99969918
 OA1119
 OA1119:                Primary Azimuth Mark                     Grid Az
 OA1119:SPC OR S     -  UMPQUA                                   183 04 06.1
 OA1119:UTM  10      -  UMPQUA                                   181 21 57.5
 OA1119
 OA1119|---------------------------------------------------------------------|
 OA1119| PID    Reference Object                     Distance      Geod. Az  |
 OA1119|                                                           dddmmss.s |
 OA1119| OA1132 UMPQUA                              APPROX. 2.7 KM 1803555.2 |
 OA1119| OA1121 CANNERY SMOKESTACK                  APPROX. 1.5 KM 2373312.6 |
 OA1119|---------------------------------------------------------------------|
 OA1119
 OA1119                          SUPERSEDED SURVEY CONTROL
 OA1119
 OA1119  NAD 83(1986)-  43 43 59.74596(N)    124 06 35.63883(W) AD(       ) 3
 OA1119  NAD 27      -  43 44 00.20900(N)    124 06 31.16400(W) AD(       ) 3
 OA1119
 OA1119.Superseded values are not recommended for survey control.
 OA1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1119.See file dsdata.txt to determine how the superseded data were derived.
 OA1119
 OA1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP1061842846(NAD 83)
 OA1119
 OA1119  HISTORY     - Date     Condition        Report By
 OA1119  HISTORY     - 1885     MONUMENTED       CGS
 OA1119  HISTORY     - 1948     SEE DESCRIPTION  CGS
 OA1119
 OA1119                          STATION DESCRIPTION
 OA1119
 OA1119'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RAE)
 OA1119'A SEARCH WAS MADE FOR THE STATION IN THE AREA INDICATED BY THE
 OA1119'GEOGRAPHIC POSITION BUT IT COULD NOT BE FOUND.  IT SHOULD BE
 OA1119'CLASSIFIED AS LOST AND REFERENCE TO IT SHOULD BE DELETED FROM THE
 OA1119'RECORDS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0337 ***********************************************************************
 OA0337  DESIGNATION -  GARDINER FIRST NATL BANK
 OA0337  PID         -  OA0337
 OA0337  STATE/COUNTY-  OR/DOUGLAS
 OA0337  USGS QUAD   -  REEDSPORT (1985)
 OA0337
 OA0337                         *CURRENT SURVEY CONTROL
 OA0337  ___________________________________________________________________
 OA0337* NAD 83(1986)-  43 43 45.     (N)    124 06 43.     (W)     SCALED    
 OA0337* NAVD 88     -         3.826  (meters)      12.55   (feet)  ADJUSTED  
 OA0337  ___________________________________________________________________
 OA0337  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 OA0337  DYNAMIC HT  -           3.826 (meters)      12.55  (feet)  COMP
 OA0337  MODELED GRAV-     980,523.8   (mgal)                       NAVD 88
 OA0337
 OA0337  VERT ORDER  -  FIRST     CLASS II
 OA0337
 OA0337.The horizontal coordinates were scaled from a topographic map and have
 OA0337.an estimated accuracy of +/- 6 seconds.
 OA0337
 OA0337.The orthometric height was determined by differential leveling
 OA0337.and adjusted in June 1991.
 OA0337.WARNING-Repeat measurements at this control monument indicate possible
 OA0337.vertical movement.
 OA0337
 OA0337.The geoid height was determined by GEOID03.
 OA0337
 OA0337.The dynamic height is computed by dividing the NAVD 88
 OA0337.geopotential number by the normal gravity value computed on the
 OA0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0337.degrees latitude (g = 980.6199 gals.).
 OA0337
 OA0337.The modeled gravity was interpolated from observed gravity values.
 OA0337
 OA0337;                    North         East    Units  Estimated Accuracy
 OA0337;SPC OR S     -   235,390.    1,209,090.      MT  (+/- 180 meters Scaled)
 OA0337
 OA0337                          SUPERSEDED SURVEY CONTROL
 OA0337
 OA0337  NGVD 29 (??/??/92)    2.734  (m)            8.97   (f) ADJ UNCH    1 2
 OA0337
 OA0337.Superseded values are not recommended for survey control.
 OA0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0337.See file dsdata.txt to determine how the superseded data were derived.
 OA0337
 OA0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP104423(NAD 83)
 OA0337_MARKER: DB = BENCH MARK DISK
 OA0337_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OA0337_SP_SET: SIDEWALK
 OA0337_STAMPING: FIRST NAT. BANK 1915
 OA0337_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OA0337
 OA0337  HISTORY     - Date     Condition        Report By
 OA0337  HISTORY     - 1915     MONUMENTED       CGS
 OA0337  HISTORY     - 1933     GOOD             NGS
 OA0337  HISTORY     - 20020729 MARK NOT FOUND   USPSQD
 OA0337
 OA0337                          STATION DESCRIPTION
 OA0337
 OA0337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 OA0337'IN GARDINER.
 OA0337'IN EAST EDGE OF SIDEWALK, 10 FEET SOUTH OF FIRST NATIONAL BANK
 OA0337'BUILDING.  IN SOUTH PROPERTY LINE.
 OA0337
 OA0337                          STATION RECOVERY (2002)
 OA0337
 OA0337'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 OA0337' 
 OA0337' 
 OA0337' 
 OA0337' 
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1139 ***********************************************************************
 OA1139  DESIGNATION -  GARDINER INTERNAT PAPER CO STK
 OA1139  PID         -  OA1139
 OA1139  STATE/COUNTY-  OR/DOUGLAS
 OA1139  USGS QUAD   -  REEDSPORT (1985)
 OA1139
 OA1139                         *CURRENT SURVEY CONTROL
 OA1139  ___________________________________________________________________
 OA1139* NAD 83(1991)-  43 44 35.19871(N)    124 06 58.51310(W)     ADJUSTED  
 OA1139* NAVD 88     -              **(meters)            **(feet)            
 OA1139  ___________________________________________________________________
 OA1139  LAPLACE CORR-          13.66  (seconds)                    DEFLEC99
 OA1139  GEOID HEIGHT-         -25.01  (meters)                     GEOID03
 OA1139  HORZ ORDER  -  THIRD
 OA1139
 OA1139.The horizontal coordinates were established by classical geodetic methods
 OA1139.and adjusted by the National Geodetic Survey in October 1991.
 OA1139
 OA1139
 OA1139.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1139
 OA1139.The geoid height was determined by GEOID03.
 OA1139
 OA1139;                    North         East     Units Scale Factor Converg.
 OA1139;SPC OR S     -   236,949.394 1,208,812.115   MT  0.99994486   -2 28 26.6
 OA1139;SPC OR S     -   777,393.02  3,965,919.01   iFT  0.99994486   -2 28 26.6
 OA1139;UTM  10      - 4,843,946.770   410,119.863   MT  0.99969936   -0 46 18.7
 OA1139
 OA1139                          SUPERSEDED SURVEY CONTROL
 OA1139
 OA1139  NAD 83(1986)-  43 44 35.20255(N)    124 06 58.56151(W) AD(       ) 4
 OA1139  NAD 27      -  43 44 35.77821(N)    124 06 54.14478(W) AD(       ) 3
 OA1139
 OA1139.Superseded values are not recommended for survey control.
 OA1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1139.See file dsdata.txt to determine how the superseded data were derived.
 OA1139
 OA1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP1012043947(NAD 83)
 OA1139_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OA1139+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2002
 OA1139
 OA1139  HISTORY     - Date     Condition        Report By
 OA1139  HISTORY     - 1966     MONUMENTED       CGS
 OA1139  HISTORY     - 1971     SEE DESCRIPTION  NGS
 OA1139  HISTORY     - 20020729 GOOD             USPSQD
 OA1139
 OA1139                          STATION DESCRIPTION
 OA1139
 OA1139'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (HJS)
 OA1139'LOCATED IN THE NORTHWEST SECTION OF THE TOWN OF GARDINER, ON THE
 OA1139'GROUNDS OF THE INTERNATIONAL PAPER COMPANY, PULP AND PAPER MILL.
 OA1139'
 OA1139'THE STATION IS THE CENTER OF THE TOP OF A TALL, SLENDER METAL
 OA1139'STACK THAT RISES THROUGH THE ROOF, NEAR THE SOUTHEAST CORNER OF
 OA1139'THE TALLEST BUILDING OF THE GROUP OF BUILDINGS THAT COMPRISE THE
 OA1139'PULP AND PAPER MILL.  THE OVERALL HEIGHT OF THE STACK IS 250 FEET.
 OA1139
 OA1139                          STATION RECOVERY (1971)
 OA1139
 OA1139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (GCS)
 OA1139'THE STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION BY
 OA1139'H.J.S. IN 1966 IS ADEQUATE FOR FUTURE RECOVERY WITH THE FOLLOWING
 OA1139'ADDITION--STATION IS THE TALLER AND MORE SOUTHERLY OF THE TWO LARGE
 OA1139'STACKS ON THE GROUNDS.
 OA1139
 OA1139                          STATION RECOVERY (2002)
 OA1139
 OA1139'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 OA1139' 
 OA1139' 
 OA1139' 
 OA1139' 
 OA1139' 
 OA1139' 
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1168 ***********************************************************************
 OA1168  DESIGNATION -  GARDNER
 OA1168  PID         -  OA1168
 OA1168  STATE/COUNTY-  OR/DOUGLAS
 OA1168  USGS QUAD   -  WINCHESTER BAY (1985)
 OA1168
 OA1168                         *CURRENT SURVEY CONTROL
 OA1168  ___________________________________________________________________
 OA1168* NAD 83(1991)-  43 42 31.73985(N)    124 11 28.26336(W)     ADJUSTED  
 OA1168* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 OA1168  ___________________________________________________________________
 OA1168  LAPLACE CORR-          15.33  (seconds)                    DEFLEC99
 OA1168  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 OA1168  HORZ ORDER  -  THIRD
 OA1168
 OA1168.The horizontal coordinates were established by classical geodetic methods
 OA1168.and adjusted by the National Geodetic Survey in October 1991.
 OA1168
 OA1168.The orthometric height was scaled from a topographic map.
 OA1168
 OA1168.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1168
 OA1168.The geoid height was determined by GEOID03.
 OA1168
 OA1168;                    North         East     Units Scale Factor Converg.
 OA1168;SPC OR S     -   233,406.230 1,202,614.545   MT  0.99993903   -2 31 31.1
 OA1168;SPC OR S     -   765,768.47  3,945,585.78   iFT  0.99993903   -2 31 31.1
 OA1168;UTM  10      - 4,840,221.955   404,031.710   MT  0.99971328   -0 49 23.4
 OA1168
 OA1168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1168!SPC OR S     -   1.00000350  x   0.99993903  =   0.99994253
 OA1168!UTM  10      -   1.00000350  x   0.99971328  =   0.99971678
 OA1168
 OA1168|---------------------------------------------------------------------|
 OA1168| PID    Reference Object                     Distance      Geod. Az  |
 OA1168|                                                           dddmmss.s |
 OA1168| CE1512 GARDNER RM 1                         21.940 METERS 00957     |
 OA1168| OA1225 BRUSHY HILL 2                       APPROX. 2.7 KM 0321552.6 |
 OA1168| OA1183 COAST GUARD STATION FLAGPOLE        APPROX. 1.8 KM 1415045.2 |
 OA1168| CE1513 GARDNER RM 2                         14.285 METERS 17954     |
 OA1168|---------------------------------------------------------------------|
 OA1168
 OA1168                          SUPERSEDED SURVEY CONTROL
 OA1168
 OA1168  NAD 83(1986)-  43 42 31.74334(N)    124 11 28.31167(W) AD(       ) 3
 OA1168  NAD 27      -  43 42 32.32000(N)    124 11 23.91200(W) AD(       ) 3
 OA1168
 OA1168.Superseded values are not recommended for survey control.
 OA1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1168.See file dsdata.txt to determine how the superseded data were derived.
 OA1168
 OA1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP0403240222(NAD 83)
 OA1168_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OA1168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA1168_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OA1168
 OA1168  HISTORY     - Date     Condition        Report By
 OA1168  HISTORY     - 1928     MONUMENTED       CGS
 OA1168
 OA1168                          STATION DESCRIPTION
 OA1168
 OA1168'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (GLB)
 OA1168'STATION IS LOCATED ABOUT 2-1/2 MILES N OF THE MOUTH OF THE UMPQUA
 OA1168'RIVER, AND 25 METERS IN FROM THE ORDINARY HIGH-WATER LINE.  THE
 OA1168'STATION IS ON TOP OF A SMALL GRASS-COVERED SAND DUNE.
 OA1168'
 OA1168'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 OA1168'DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1B, 7A AND 11C.
 OA1168'
 OA1168'REFERENCE MARK NO.1 IS ON A GRASS-COVERED DUNE N OF THE STATION
 OA1168'AND REFERENCE MARK NO.2 IS ON A GRASS-COVERED DUNE S OF THE
 OA1168'STATION.
 OA1168'
 OA1168'WITNESS STAKES WERE SET AS FOLLOWS, DISTANCES AND DIRECTIONS
 OA1168'BEING ESTIMATED--2-1/2 METERS W OF STATION MARK, A 6- BY 6-INCH
 OA1168'BY 6 FEET LONG.  2 METERS SW OF REFERENCE MARK NO.1, A 2- BY
 OA1168'6-INCH BY 6 FEET LONG.  3 METERS NE OF REFERENCE MARK NO.2, A
 OA1168'2- BY 6-INCH BY 6 FEET LONG.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2003 ***********************************************************************
 RD2003  DESIGNATION -  GARIBALDI LIGHT
 RD2003  PID         -  RD2003
 RD2003  STATE/COUNTY-  OR/TILLAMOOK
 RD2003  USGS QUAD   -  GARIBALDI (1985)
 RD2003
 RD2003                         *CURRENT SURVEY CONTROL
 RD2003  ___________________________________________________________________
 RD2003* NAD 83(1991)-  45 33 13.09842(N)    123 54 52.59529(W)     ADJUSTED  
 RD2003* NAVD 88     -              **(meters)            **(feet)            
 RD2003  ___________________________________________________________________
 RD2003  LAPLACE CORR-          22.40  (seconds)                    DEFLEC99
 RD2003  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 RD2003  HORZ ORDER  -  THIRD
 RD2003
 RD2003.The horizontal coordinates were established by classical geodetic methods
 RD2003.and adjusted by the National Geodetic Survey in October 1991.
 RD2003
 RD2003
 RD2003.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2003
 RD2003.The geoid height was determined by GEOID03.
 RD2003
 RD2003;                    North         East     Units Scale Factor Converg.
 RD2003;SPC OR N     -   215,318.438 2,233,475.694   MT  0.99991712   -2 25 17.7
 RD2003;SPC OR N     -   706,425.32  7,327,676.16   iFT  0.99991712   -2 25 17.7
 RD2003;UTM  10      - 5,044,862.394   428,612.395   MT  0.99966265   -0 39 10.7
 RD2003
 RD2003                          SUPERSEDED SURVEY CONTROL
 RD2003
 RD2003  NAD 83(1986)-  45 33 13.12852(N)    123 54 52.58826(W) AD(       ) 4
 RD2003  NAD 27      -  45 33 13.74900(N)    123 54 48.10900(W) AD(       ) 3
 RD2003
 RD2003.Superseded values are not recommended for survey control.
 RD2003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2003.See file dsdata.txt to determine how the superseded data were derived.
 RD2003
 RD2003_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR2861244862(NAD 83)
 RD2003_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD2003+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2007
 RD2003
 RD2003  HISTORY     - Date     Condition        Report By
 RD2003  HISTORY     - 1954     MONUMENTED       CGS
 RD2003  HISTORY     - 1984     GOOD             USPSQD
 RD2003  HISTORY     - 20010331 GOOD             USPSQD
 RD2003  HISTORY     - 20010603 GOOD             USPSQD
 RD2003  HISTORY     - 20010603 GOOD             USPSQD
 RD2003  HISTORY     - 20070224 GOOD             USPSQD
 RD2003
 RD2003                          STATION DESCRIPTION
 RD2003
 RD2003'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (FN)
 RD2003'LOCATED IN TILLAMOOK BAY ON THE NORTH SIDE OF THE CHANNEL AT
 RD2003'GARIBALDI ABOUT 1450 FEET EAST OF THE SOUTH END OF THE PIER AT
 RD2003'THE COAST GUARD BOAT STATION AND ABOUT 800 FEET WEST OF THE
 RD2003'ENTRANCE TO THE BOAT BASIN AT GARIBALDI.  THE STRUCTURE IS A
 RD2003'MULTIPLE PILE DOLPHIN TOPPED BY A WHITE PLATFORM AND A FLASHING
 RD2003'WHITE LIGHT.  POINT INTERSECTED IS THE CENTER OF THE LIGHT.
 RD2003
 RD2003                          STATION RECOVERY (1984)
 RD2003
 RD2003'RECOVERY NOTE BY US POWER SQUADRON 1984 (RCC)
 RD2003'RECOVERED IN GOOD CONDITION.
 RD2003'
 RD2003'CALLED GARIBALDI LIGHT 19 AND 50 LISTED IN 1983 EDITION OF
 RD2003'PACIFIC COAST LIGHT LIST AS NO. 1364.
 RD2003
 RD2003                          STATION RECOVERY (2001)
 RD2003
 RD2003'RECOVERY NOTE BY US POWER SQUADRON 2001 (AES)
 RD2003'THIS STATION IS NOW NUMBER 9870 IN LIGHT LIST VI 1999. HAS FLASHING
 RD2003'GREEN 4 SECOND LIGHT.
 RD2003
 RD2003                          STATION RECOVERY (2001)
 RD2003
 RD2003'RECOVERY NOTE BY US POWER SQUADRON 2001 (RH)
 RD2003'MULTIPLE PILE DOLPHIN TOPPED BY A WHITE
 RD2003'PLATFORM AND A FLASHING GREEN LIGHT.
 RD2003
 RD2003                          STATION RECOVERY (2001)
 RD2003
 RD2003'RECOVERY NOTE BY US POWER SQUADRON 2001 (RH)
 RD2003'DESCRIPTION OF THE FLASHING LIGHT SHOULD BE RECORDED AS GREEN NOT
 RD2003'WHITE. REMAINING DETAILS OF DESCRIPTION ARE AS STATED.
 RD2003
 RD2003                          STATION RECOVERY (2007)
 RD2003
 RD2003'RECOVERY NOTE BY US POWER SQUADRON 2007 (DMJ)
 RD2003'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1982 ***********************************************************************
 RD1982  DESIGNATION -  GARIBALDI LIGHT 13
 RD1982  PID         -  RD1982
 RD1982  STATE/COUNTY-  OR/TILLAMOOK
 RD1982  USGS QUAD   -  GARIBALDI (1985)
 RD1982
 RD1982                         *CURRENT SURVEY CONTROL
 RD1982  ___________________________________________________________________
 RD1982* NAD 83(1991)-  45 33 15.60832(N)    123 55 12.27208(W)     ADJUSTED  
 RD1982* NAVD 88     -              **(meters)            **(feet)            
 RD1982  ___________________________________________________________________
 RD1982  LAPLACE CORR-          22.39  (seconds)                    DEFLEC99
 RD1982  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 RD1982  HORZ ORDER  -  THIRD
 RD1982
 RD1982.The horizontal coordinates were established by classical geodetic methods
 RD1982.and adjusted by the National Geodetic Survey in October 1991.
 RD1982
 RD1982
 RD1982.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1982
 RD1982.The geoid height was determined by GEOID03.
 RD1982
 RD1982;                    North         East     Units Scale Factor Converg.
 RD1982;SPC OR N     -   215,413.896 2,233,052.602   MT  0.99991720   -2 25 31.7
 RD1982;SPC OR N     -   706,738.50  7,326,288.06   iFT  0.99991720   -2 25 31.7
 RD1982;UTM  10      - 5,044,944.727   428,186.666   MT  0.99966340   -0 39 24.8
 RD1982
 RD1982                          SUPERSEDED SURVEY CONTROL
 RD1982
 RD1982  NAD 83(1986)-  45 33 15.63856(N)    123 55 12.26489(W) AD(       ) 4
 RD1982  NAD 27      -  45 33 16.25900(N)    123 55 07.78500(W) AD(       ) 3
 RD1982
 RD1982.Superseded values are not recommended for survey control.
 RD1982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1982.See file dsdata.txt to determine how the superseded data were derived.
 RD1982
 RD1982_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR2818744945(NAD 83)
 RD1982
 RD1982  HISTORY     - Date     Condition        Report By
 RD1982  HISTORY     - 1954     MONUMENTED       CGS
 RD1982  HISTORY     - 1971     SEE DESCRIPTION  NGS
 RD1982  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 RD1982
 RD1982                          STATION DESCRIPTION
 RD1982
 RD1982'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (FN)
 RD1982'LOCATED ON THE NORTH SIDE OF TILLAMOOK BAY AT GARIBALDI ON THE
 RD1982'SOUTH END OF THE PIER AT THE COAST GUARD BOAT STATION.  THE
 RD1982'STRUCTURE IS A GREEN CLEARANCE LIGHT ON TOP OF A SHORT STAFF AT
 RD1982'THE END OF THE PIER.  POINT INTERSECTED IS THE CENTER OF THE
 RD1982'LIGHT.
 RD1982
 RD1982                          STATION RECOVERY (1971)
 RD1982
 RD1982'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 RD1982'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE DESCRIPTION
 RD1982'IS ADEQUATE.
 RD1982'
 RD1982'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RD1982'AT GARIBALDI.
 RD1982
 RD1982                          STATION RECOVERY (1984)
 RD1982
 RD1982'RECOVERY NOTE BY US POWER SQUADRON 1984 (RCC)
 RD1982'STATION NOT RECOVERED.
 RD1982'
 RD1982'THERE IS NO LIGHT LOCATED AT THIS POSITION.
 RD1982'
 RD1982'AID NO. 13 IS NOW A BLACK CAN.
 RD1982'
 RD1982'1983 EDITION OF PACIFIC COAST LIGHT LIST DOES NOT SHOW A LIGHT AT
 RD1982'THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2002 ***********************************************************************
 RD2002  DESIGNATION -  GARIBALDI OCEANSIDE LUMBER STK
 RD2002  PID         -  RD2002
 RD2002  STATE/COUNTY-  OR/TILLAMOOK
 RD2002  USGS QUAD   -  GARIBALDI (1985)
 RD2002
 RD2002                         *CURRENT SURVEY CONTROL
 RD2002  ___________________________________________________________________
 RD2002* NAD 83(1991)-  45 33 36.53988(N)    123 54 21.81943(W)     ADJUSTED  
 RD2002* NAVD 88     -              **(meters)            **(feet)            
 RD2002  ___________________________________________________________________
 RD2002  LAPLACE CORR-          21.94  (seconds)                    DEFLEC99
 RD2002  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 RD2002  HORZ ORDER  -  THIRD
 RD2002
 RD2002.The horizontal coordinates were established by classical geodetic methods
 RD2002.and adjusted by the National Geodetic Survey in October 1991.
 RD2002
 RD2002
 RD2002.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2002
 RD2002.The geoid height was determined by GEOID03.
 RD2002
 RD2002;                    North         East     Units Scale Factor Converg.
 RD2002;SPC OR N     -   216,013.276 2,234,173.070   MT  0.99991789   -2 24 55.9
 RD2002;SPC OR N     -   708,704.97  7,329,964.14   iFT  0.99991789   -2 24 55.9
 RD2002;UTM  10      - 5,045,578.241   429,287.822   MT  0.99966147   -0 38 49.0
 RD2002
 RD2002                          SUPERSEDED SURVEY CONTROL
 RD2002
 RD2002  NAD 83(1986)-  45 33 36.56964(N)    123 54 21.81214(W) AD(       ) 4
 RD2002  NAD 27      -  45 33 37.18900(N)    123 54 17.33500(W) AD(       ) 3
 RD2002
 RD2002.Superseded values are not recommended for survey control.
 RD2002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2002.See file dsdata.txt to determine how the superseded data were derived.
 RD2002
 RD2002_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR2928845578(NAD 83)
 RD2002_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD2002+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2001
 RD2002
 RD2002  HISTORY     - Date     Condition        Report By
 RD2002  HISTORY     - 1954     MONUMENTED       CGS
 RD2002  HISTORY     - 1990     GOOD             USPSQD
 RD2002  HISTORY     - 20010331 GOOD             USPSQD
 RD2002  HISTORY     - 20010603 GOOD             USPSQD
 RD2002
 RD2002                          STATION DESCRIPTION
 RD2002
 RD2002'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (FN)
 RD2002'LOCATED IN GARIBALDI AT THE NORTHEAST SIDE OF THE OCEANSIDE
 RD2002'LUMBER COMPANY BUILDINGS.  A LARGE INCINERATOR IS ABOUT 200 FEET
 RD2002'SOUTH OF THE STACK.  THE STRUCTURE IS A BLACK CONCRETE STACK
 RD2002'WITH A TOP ELEVATION OF 69.7 METERS (229 FEET) ABOVE MEAN HIGH
 RD2002'WATER.  POINT INTERSECTED IS THE TOP-CENTER OF THE STACK.
 RD2002
 RD2002                          STATION RECOVERY (1990)
 RD2002
 RD2002'RECOVERY NOTE BY US POWER SQUADRON 1990 (GAN)
 RD2002'RECOVERED IN GOOD CONDITION.
 RD2002
 RD2002                          STATION RECOVERY (2001)
 RD2002
 RD2002'RECOVERY NOTE BY US POWER SQUADRON 2001 (AES)
 RD2002'RECOVERED IN GOOD CONDITION.
 RD2002
 RD2002                          STATION RECOVERY (2001)
 RD2002
 RD2002'RECOVERY NOTE BY US POWER SQUADRON 2001 (RH)
 RD2002'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1999 ***********************************************************************
 RD1999  DESIGNATION -  GARIBALDI ORE WASH PLYWOOD TK
 RD1999  PID         -  RD1999
 RD1999  STATE/COUNTY-  OR/TILLAMOOK
 RD1999  USGS QUAD   -  GARIBALDI (1985)
 RD1999
 RD1999                         *CURRENT SURVEY CONTROL
 RD1999  ___________________________________________________________________
 RD1999* NAD 83(1991)-  45 33 24.38439(N)    123 54 20.75899(W)     ADJUSTED  
 RD1999* NAVD 88     -              **(meters)            **(feet)            
 RD1999  ___________________________________________________________________
 RD1999  LAPLACE CORR-          22.46  (seconds)                    DEFLEC99
 RD1999  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 RD1999  HORZ ORDER  -  THIRD
 RD1999
 RD1999.The horizontal coordinates were established by classical geodetic methods
 RD1999.and adjusted by the National Geodetic Survey in October 1991.
 RD1999
 RD1999
 RD1999.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1999
 RD1999.The geoid height was determined by GEOID03.
 RD1999
 RD1999;                    North         East     Units Scale Factor Converg.
 RD1999;SPC OR N     -   215,637.395 2,234,180.232   MT  0.99991749   -2 24 55.2
 RD1999;SPC OR N     -   707,471.77  7,329,987.64   iFT  0.99991749   -2 24 55.2
 RD1999;UTM  10      - 5,045,202.856   429,306.576   MT  0.99966144   -0 38 48.1
 RD1999
 RD1999                          SUPERSEDED SURVEY CONTROL
 RD1999
 RD1999  NAD 83(1986)-  45 33 24.41419(N)    123 54 20.75186(W) AD(       ) 4
 RD1999  NAD 27      -  45 33 25.03400(N)    123 54 16.27400(W) AD(       ) 3
 RD1999
 RD1999.Superseded values are not recommended for survey control.
 RD1999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1999.See file dsdata.txt to determine how the superseded data were derived.
 RD1999
 RD1999_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR2930745203(NAD 83)
 RD1999_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD1999+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2001
 RD1999
 RD1999  HISTORY     - Date     Condition        Report By
 RD1999  HISTORY     - 1954     MONUMENTED       CGS
 RD1999  HISTORY     - 1971     SEE DESCRIPTION  NGS
 RD1999  HISTORY     - 20010331 GOOD             USPSQD
 RD1999  HISTORY     - 20010603 GOOD             USPSQD
 RD1999
 RD1999                          STATION DESCRIPTION
 RD1999
 RD1999'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (FN)
 RD1999'LOCATED IN GARIBALDI ON THE POINT OF LAND ON THE WEST SIDE OF
 RD1999'MIAMI COVE.  THE STRUCTURE IS A CYLINDRICAL METAL TANK WITH
 RD1999'ROUND BOTTOM AND CONICAL TOP ON A SKELETON STEEL FRAMEWORK.  IT
 RD1999'IS PAINTED SILVER AND HAS A TOP ELEVATION OF 4211 METERS (138
 RD1999'FEET) ABOVE MEAN HIGH WATER.  POINT INTERSECTED IS THE BALL
 RD1999'ON TOP OF THE TANK.
 RD1999
 RD1999                          STATION RECOVERY (1971)
 RD1999
 RD1999'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 RD1999'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE DESCRIPTION
 RD1999'IS ADEQUATE.
 RD1999'
 RD1999'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RD1999'AT GARIBALDI.
 RD1999
 RD1999                          STATION RECOVERY (2001)
 RD1999
 RD1999'RECOVERY NOTE BY US POWER SQUADRON 2001 (AES)
 RD1999'RECOVERED IN GOOD CONDITION.
 RD1999
 RD1999                          STATION RECOVERY (2001)
 RD1999
 RD1999'RECOVERY NOTE BY US POWER SQUADRON 2001 (RH)
 RD1999'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1998 ***********************************************************************
 RD1998  DESIGNATION -  GARIBALDI WHITNEY CO WATER TK
 RD1998  PID         -  RD1998
 RD1998  STATE/COUNTY-  OR/TILLAMOOK
 RD1998  USGS QUAD   -  GARIBALDI (1985)
 RD1998
 RD1998                         *CURRENT SURVEY CONTROL
 RD1998  ___________________________________________________________________
 RD1998* NAD 83(1991)-  45 33 37.07078(N)    123 54 21.74578(W)     ADJUSTED  
 RD1998* NAVD 88     -              **(meters)            **(feet)            
 RD1998  ___________________________________________________________________
 RD1998  LAPLACE CORR-          21.93  (seconds)                    DEFLEC99
 RD1998  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 RD1998  HORZ ORDER  -  THIRD
 RD1998
 RD1998.The horizontal coordinates were established by classical geodetic methods
 RD1998.and adjusted by the National Geodetic Survey in October 1991.
 RD1998
 RD1998
 RD1998.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1998
 RD1998.The geoid height was determined by GEOID03.
 RD1998
 RD1998;                    North         East     Units Scale Factor Converg.
 RD1998;SPC OR N     -   216,029.583 2,234,175.357   MT  0.99991791   -2 24 55.9
 RD1998;SPC OR N     -   708,758.47  7,329,971.64   iFT  0.99991791   -2 24 55.9
 RD1998;UTM  10      - 5,045,594.607   429,289.603   MT  0.99966147   -0 38 48.9
 RD1998
 RD1998                          SUPERSEDED SURVEY CONTROL
 RD1998
 RD1998  NAD 83(1986)-  45 33 37.10063(N)    123 54 21.73815(W) AD(       ) 4
 RD1998  NAD 27      -  45 33 37.72000(N)    123 54 17.26000(W) AD(       ) 3
 RD1998
 RD1998.Superseded values are not recommended for survey control.
 RD1998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1998.See file dsdata.txt to determine how the superseded data were derived.
 RD1998
 RD1998_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR2929045595(NAD 83)
 RD1998
 RD1998  HISTORY     - Date     Condition        Report By
 RD1998  HISTORY     - 1926     MONUMENTED       CGS
 RD1998  HISTORY     - 1934     SEE DESCRIPTION  ORGS
 RD1998  HISTORY     - 1954     SEE DESCRIPTION  CGS
 RD1998  HISTORY     - 20010331 MARK NOT FOUND   USPSQD
 RD1998
 RD1998                          STATION DESCRIPTION
 RD1998
 RD1998'DESCRIBED BY OREGON GEODETIC SURVEY 1934
 RD1998'STATION IS IN THE E PART OF GARIBALDI, S OF THE OREGON COAST
 RD1998'HIGHWAY AND ON THE N PART OF THE GROUNDS OF HAMMOND TILLAMOOK
 RD1998'LUMBER COMPANY, FORMERLY THE WHITNEY COMPANY.
 RD1998'
 RD1998'THE STATION IS THE CENTER OF A WOODEN WATER TANK ON A WOODEN
 RD1998'TOWER, SITUATED BETWEEN A TALL CEMENT-COLORED STACK AND AN
 RD1998'INCINERATOR.
 RD1998'
 RD1998'IN 1934 IT WAS REPORTED THAT THE TANK HAD JUST BEEN REBUILT ON
 RD1998'THE ORIGINAL FOUNDATIONS, AND THE CENTER MAY BE PRESUMED TO BE
 RD1998'UNCHANGED.  THE POSITION IS UNCHECKED.
 RD1998
 RD1998                          STATION RECOVERY (1954)
 RD1998
 RD1998'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (FN)
 RD1998'THE STATION HAS BEEN DESTROYED.  THERE IS NO WOODEN WATER TANK ON
 RD1998'A WOODEN TOWER IN THE VICINITY.
 RD1998
 RD1998                          STATION RECOVERY (2001)
 RD1998
 RD1998'RECOVERY NOTE BY US POWER SQUADRON 2001 (AES)
 RD1998'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0822 ***********************************************************************
 PC0822  DESIGNATION -  GARWOOD
 PC0822  PID         -  PC0822
 PC0822  STATE/COUNTY-  OR/DOUGLAS
 PC0822  USGS QUAD   -  GARWOOD BUTTE (1985)
 PC0822
 PC0822                         *CURRENT SURVEY CONTROL
 PC0822  ___________________________________________________________________
 PC0822* NAD 83(1991)-  43 08 42.15484(N)    122 16 54.73247(W)     ADJUSTED  
 PC0822* NAVD 88     -      2142.3    (meters)    7029.     (feet)  VERTCON   
 PC0822  ___________________________________________________________________
 PC0822  LAPLACE CORR-           8.75  (seconds)                    DEFLEC99
 PC0822  GEOID HEIGHT-         -22.00  (meters)                     GEOID03
 PC0822  HORZ ORDER  -  SECOND
 PC0822
 PC0822.The horizontal coordinates were established by classical geodetic methods
 PC0822.and adjusted by the National Geodetic Survey in October 1991.
 PC0822
 PC0822.The NAVD 88 height was computed by applying the VERTCON shift value to
 PC0822.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PC0822
 PC0822.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC0822
 PC0822.The geoid height was determined by GEOID03.
 PC0822
 PC0822;                    North         East     Units Scale Factor Converg.
 PC0822;SPC OR S     -   165,763.236 1,355,073.011   MT  0.99989469   -1 13 08.6
 PC0822;SPC OR S     -   543,842.64  4,445,777.60   iFT  0.99989469   -1 13 08.6
 PC0822;UTM  10      - 4,777,172.047   558,395.815   MT  0.99964195   +0 29 28.0
 PC0822
 PC0822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC0822!SPC OR S     -   0.99966761  x   0.99989469  =   0.99956233
 PC0822!UTM  10      -   0.99966761  x   0.99964195  =   0.99930968
 PC0822
 PC0822|---------------------------------------------------------------------|
 PC0822| PID    Reference Object                     Distance      Geod. Az  |
 PC0822|                                                           dddmmss.s |
 PC0822| CD8550 GARWOOD RM 1                          8.369 METERS 09652     |
 PC0822| CD8549 GARWOOD AZ MK                                      1562326.9 |
 PC0822| NZ1039 WATCHMAN LOOKOUT HOUSE              APPROX.24.2 KM 1581726.1 |
 PC0822| PC0821 GARWOOD LOOKOUT HOUSE                 6.340 METERS 30719     |
 PC0822| CD8551 GARWOOD RM 2                          4.940 METERS 33925     |
 PC0822|---------------------------------------------------------------------|
 PC0822
 PC0822                          SUPERSEDED SURVEY CONTROL
 PC0822
 PC0822  NAD 83(1986)-  43 08 42.15634(N)    122 16 54.74751(W) AD(       ) 2
 PC0822  NAD 27      -  43 08 42.71140(N)    122 16 50.62250(W) AD(       ) 2
 PC0822  NGVD 29 (07/19/86) 2140.9    (m)         7024.     (f) VERT ANG    3  
 PC0822
 PC0822.Superseded values are not recommended for survey control.
 PC0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0822.See file dsdata.txt to determine how the superseded data were derived.
 PC0822
 PC0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN5839677172(NAD 83)
 PC0822_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PC0822_SETTING: 80 = SET IN A BOULDER
 PC0822_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 PC0822
 PC0822  HISTORY     - Date     Condition        Report By
 PC0822  HISTORY     - 1953     MONUMENTED       CGS
 PC0822
 PC0822                          STATION DESCRIPTION
 PC0822
 PC0822'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (HSC)
 PC0822'LOCATED 6 MILES WEST OF DIAMOND LAKE, 2 MILES NORTH OF THE
 PC0822'ROUGE-UMPQUA DIVIDE, AND 3 MILES SOUTHWEST OF MT. BAILEY.
 PC0822'
 PC0822'TO REACH FROM THE DIAMOND LAKE GUARD STATION.  GO SOUTH FOR 1.4
 PC0822'MILES TO THE DIAMOND LAKE SOUTH STORE ON THE RIGHT.  CONTINUE
 PC0822'STRAIGHT AHEAD FOR 0.3 MILE TO A SIDE ROAD RIGHT AND SIGN
 PC0822'DIAMOND LAKE PICNIC AREA ON RIGHT, TURN RIGHT AND GO 0.4 MILE
 PC0822'TO A FORK.  TAKE THE LEFT ROAD AND GO 0.4 MILE TO A FORK.  TAKE
 PC0822'THE RIGHT ROAD AND GO 0.7 MILE TO A T-ROAD AND CABIN AT THE
 PC0822'JUNCTION OF T, TURN RIGHT CROSSING SILENT CREEK, THENCE
 PC0822'STRAIGHT AHEAD TO A SIDE ROAD LEFT AND SIGN OLDMAN CAMP 8.
 PC0822'TURN LEFT AND GO 0.45 MILE TO A SIGN ON RIGHT BAILEY TRAIL.
 PC0822'CONTINUE STRAIGHT AHEAD FOR 5.5 MILES TO A FORK.  TAKE THE LEFT
 PC0822'ROAD AND GO 1.35 MILES TO A SIGN OLDMAN CAMP ON RIGHT,
 PC0822'CONTINUE STRAIGHT AHEAD FOR 0.5 MILE TO A FORK AND SIGN
 PC0822'GARWOOD TRAIL 2.  BEAR RIGHT ON DIM TRACK ROAD FOR 0.1 MILE TO
 PC0822'AZIMUTH MARK ON RIGHT, CONTINUE STRAIGHT AHEAD FOR 0.1 MILE
 PC0822'TO END OF TRUCK TRAVEL AND SIGN GARWOOD TRAIL.  THENCE
 PC0822'FOLLOW POSTED TRAIL TO LOOKOUT HOUSE AND STATION.  PACKING
 PC0822'TIME 1 HOUR.
 PC0822'
 PC0822'STATION MARK IS A STANDARD BRONZE DISK SET IN A DRILL HOLE IN A
 PC0822'SMALL BOULDER PROJECTING 10 INCHES AND STAMPED GARWOOD 1953.  IT
 PC0822'IS 15 FEET NORTHEAST OF THE SOUTHEAST CORNER OF LOOKOUT HOUSE,
 PC0822'MARK PROJECTS 4 INCHES.
 PC0822'
 PC0822'REFERENCE MARK 1, A STANDARD BRONZE DISK SET IN A DRILL HOLE IN
 PC0822'A LARGE BOULDER 5 INCHES LOWER THAN STATION, MARK IS STAMPED
 PC0822'GARWOOD NO 1 1953.  MARK IS 15 FEET SOUTH OF NORTH SLOPE OF PEAK.
 PC0822'
 PC0822'REFERENCE MARK 2, A STANDARD BRONZE DISK SET IN A DRILL HOLE
 PC0822'IN BEDROCK, IT IS 2 FEET LOWER THAN STATION.  MARK IS STAMPED
 PC0822'GARWOOD NO 2 1953, IT IS 2 FEET EAST OF THE NORTHEAST CORNER
 PC0822'OF LOOKOUT HOUSE.
 PC0822'
 PC0822'AZIMUTH MARK, A STANDARD BRONZE DISK SET IN A CONCRETE MONUMENT,
 PC0822'PROJECTING 4 INCHES.  MARK IS STAMPED GARWOOD 1953.  IT IS 10
 PC0822'FEET EAST OF TRACK ROAD AND 0.1 MILE NORTH OF SIGN GARWOOD TRAIL 2.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0821 ***********************************************************************
 PC0821  DESIGNATION -  GARWOOD LOOKOUT HOUSE
 PC0821  PID         -  PC0821
 PC0821  STATE/COUNTY-  OR/DOUGLAS
 PC0821  USGS QUAD   -  GARWOOD BUTTE (1985)
 PC0821
 PC0821                         *CURRENT SURVEY CONTROL
 PC0821  ___________________________________________________________________
 PC0821* NAD 83(1991)-  43 08 42.27940(N)    122 16 54.95560(W)     ADJUSTED  
 PC0821* NAVD 88     -      2142.     (meters)    7028.     (feet)  SCALED    
 PC0821  ___________________________________________________________________
 PC0821  LAPLACE CORR-           8.75  (seconds)                    DEFLEC99
 PC0821  GEOID HEIGHT-         -22.00  (meters)                     GEOID03
 PC0821  HORZ ORDER  -  THIRD
 PC0821
 PC0821.The horizontal coordinates were established by classical geodetic methods
 PC0821.and adjusted by the National Geodetic Survey in October 1991.
 PC0821
 PC0821.The orthometric height was scaled from a topographic map.
 PC0821
 PC0821.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC0821
 PC0821.The geoid height was determined by GEOID03.
 PC0821
 PC0821;                    North         East     Units Scale Factor Converg.
 PC0821;SPC OR S     -   165,767.186 1,355,068.053   MT  0.99989469   -1 13 08.8
 PC0821;SPC OR S     -   543,855.60  4,445,761.33   iFT  0.99989469   -1 13 08.8
 PC0821;UTM  10      - 4,777,175.847   558,390.742   MT  0.99964194   +0 29 27.8
 PC0821
 PC0821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC0821!SPC OR S     -   0.99966759  x   0.99989469  =   0.99956232
 PC0821!UTM  10      -   0.99966759  x   0.99964194  =   0.99930965
 PC0821
 PC0821                          SUPERSEDED SURVEY CONTROL
 PC0821
 PC0821  NAD 83(1986)-  43 08 42.28089(N)    122 16 54.97063(W) AD(       ) 4
 PC0821  NAD 27      -  43 08 42.83600(N)    122 16 50.84600(W) AD(       ) 3
 PC0821
 PC0821.Superseded values are not recommended for survey control.
 PC0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0821.See file dsdata.txt to determine how the superseded data were derived.
 PC0821
 PC0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN5839177176(NAD 83)
 PC0821
 PC0821  HISTORY     - Date     Condition        Report By
 PC0821  HISTORY     - 1953     MONUMENTED       CGS
 PC0821
 PC0821                          STATION DESCRIPTION
 PC0821
 PC0821'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (HSC)
 PC0821'THE STATION IS THE APEX OF THE LOOKOUT HOUSE ON THE SUMMIT OF
 PC0821'GARWOOD BUTTE ABOUT 6 MILES WEST OF DIAMOND LAKE AND 3 MILES
 PC0821'SOUTHWEST OF MT. BAILEY.  IT IS A STANDARD 14 X 14 FOOT
 PC0821'OBSERVATION CAB BUILT ON THE GROUND.  THE STATION IS REACHED
 PC0821'BY TRAIL.  INQUIRE AT THE UNION CREEK RANGER STATION CONCERNING
 PC0821'TRAVEL TO THE STATION.
 PC0821'
 PC0821'A TRAVERSE CONNECTION WAS MADE TO THIS MARK FROM TRIANGULATION
 PC0821'STATION GARWOOD AND THE DISTANCE IS 20.80 FEET, (6.340 METERS).
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2277 ***********************************************************************
 RD2277  DESIGNATION -  GARY
 RD2277  PID         -  RD2277
 RD2277  STATE/COUNTY-  OR/MULTNOMAH
 RD2277  USGS QUAD   -  WASHOUGAL (1994)
 RD2277
 RD2277                         *CURRENT SURVEY CONTROL
 RD2277  ___________________________________________________________________
 RD2277* NAD 83(1991)-  45 33 35.55120(N)    122 21 09.82220(W)     ADJUSTED  
 RD2277* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 RD2277  ___________________________________________________________________
 RD2277  LAPLACE CORR-           4.31  (seconds)                    DEFLEC99
 RD2277  GEOID HEIGHT-         -22.53  (meters)                     GEOID03
 RD2277  HORZ ORDER  -  THIRD
 RD2277
 RD2277.The horizontal coordinates were established by classical geodetic methods
 RD2277.and adjusted by the National Geodetic Survey in October 1991.
 RD2277
 RD2277.The orthometric height was scaled from a topographic map.
 RD2277
 RD2277.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2277
 RD2277.The geoid height was determined by GEOID03.
 RD2277
 RD2277;                    North         East     Units Scale Factor Converg.
 RD2277;SPC OR N     -   212,036.831 2,355,372.456   MT  0.99991786   -1 18 50.1
 RD2277;SPC OR N     -   695,658.89  7,727,599.92   iFT  0.99991786   -1 18 50.1
 RD2277;SPC WA S     -    26,879.683   355,350.614   MT  1.00007318   -1 20 44.9
 RD2277;SPC WA S     -    88,187.76  1,165,846.14   sFT  1.00007318   -1 20 44.9
 RD2277;UTM  10      - 5,045,352.245   550,515.614   MT  0.99963137   +0 27 43.7
 RD2277
 RD2277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2277!SPC OR N     -   1.00000212  x   0.99991786  =   0.99991998
 RD2277!SPC WA S     -   1.00000212  x   1.00007318  =   1.00007530
 RD2277!UTM  10      -   1.00000212  x   0.99963137  =   0.99963349
 RD2277
 RD2277:                Primary Azimuth Mark                     Grid Az
 RD2277:SPC OR N     -  ELEVATED TANK NE OF WASHOUGAL            019 45 38.0
 RD2277:SPC WA S     -  ELEVATED TANK NE OF WASHOUGAL            019 47 32.8
 RD2277:UTM  10      -  ELEVATED TANK NE OF WASHOUGAL            017 59 04.2
 RD2277
 RD2277|---------------------------------------------------------------------|
 RD2277| PID    Reference Object                     Distance      Geod. Az  |
 RD2277|                                                           dddmmss.s |
 RD2277| RD2282 ELEVATED TANK NE OF WASHOUGAL       APPROX. 2.8 KM 0182647.9 |
 RD2277| RD2281 WHITEWASHED PILE DOCK SE COR        APPROX. 1.3 KM 0391550.5 |
 RD2277| RD2301 CORBETT LIGHT                       APPROX. 5.2 KM 1122245.2 |
 RD2277| CE2564 GARY RM 1                            28.483 METERS 13608     |
 RD2277| CE2565 GARY RM 2                            13.662 METERS 19054     |
 RD2277| RD2300 SANDY                               APPROX. 1.6 KM 2912559.6 |
 RD2277| RD2286 WASHOUGAL LIGHT                     APPROX. 1.2 KM 3385012.7 |
 RD2277| RD2310 WASHOUGAL CHURCH CUPOLA FLAG        APPROX. 2.1 KM 3523840.2 |
 RD2277| RD2315 WASHOUGAL CHURCH BELFRY FINIAL      APPROX. 2.1 KM 3524757.1 |
 RD2277| RD2276 WASHOUGAL WOOL MILLS SMALL TK       APPROX. 1.9 KM 3584643.8 |
 RD2277|---------------------------------------------------------------------|
 RD2277
 RD2277                          SUPERSEDED SURVEY CONTROL
 RD2277
 RD2277  NAD 83(1986)-  45 33 35.56490(N)    122 21 09.82705(W) AD(       ) 3
 RD2277  NAD 27      -  45 33 36.12848(N)    122 21 05.50081(W) AD(       ) 3
 RD2277
 RD2277.Superseded values are not recommended for survey control.
 RD2277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2277.See file dsdata.txt to determine how the superseded data were derived.
 RD2277
 RD2277_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER5051645352(NAD 83)
 RD2277_MARKER: Z = SEE DESCRIPTION
 RD2277_SETTING: 0 = UNSPECIFIED SETTING
 RD2277
 RD2277  HISTORY     - Date     Condition        Report By
 RD2277  HISTORY     - 1938     MONUMENTED       CGS
 RD2277  HISTORY     - 1946     SEE DESCRIPTION  CGS
 RD2277  HISTORY     - 1946     SEE DESCRIPTION  CGS
 RD2277  HISTORY     - 1961     SEE DESCRIPTION  CGS
 RD2277
 RD2277                          STATION DESCRIPTION
 RD2277
 RD2277'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (WMS)
 RD2277'STATION IS LOCATED ON THE NW POINT OF GARY ISLAND, ABOUT 1 MILE
 RD2277'FROM WASHOUGAL, WASHINGTON, AND ON THE E SIDE OF THE MOUTH OF THE
 RD2277'SANDY RIVER.  IT IS ABOUT 30 METERS FROM THE TIP OF THE ISLAND AND 3
 RD2277'METERS W OF THE E CUT BANK.
 RD2277'
 RD2277'SURFACE MARK IS A STANDARD DISK, STAMPED GARY 1938, SET IN CONCRETE
 RD2277'IN 3-FOOT LENGTH OF 4-INCH CAST-IRON SOIL PIPE PROTRUDING 6 INCHES
 RD2277'ABOVE SURFACE.
 RD2277'
 RD2277'UNDERGROUND MARK IS A STANDARD DISK, STAMPED GARY 1938, SET IN
 RD2277'CONCRETE IN 1-FOOT LENGTH OF 4-INCH CAST-IRON SOIL PIPE 3-1/2 FEET
 RD2277'BELOW SURFACE.
 RD2277'
 RD2277'REFERENCE MARK NO.1 IS A STANDARD DISK, STAMPED R.M.NO.1 1938, SET IN
 RD2277'CONCRETE IN 2 1/2-FOOT LENGTH OF 4-INCH CAST-IRON SOIL PIPE
 RD2277'PROTRUDING 6 INCHES ABOVE SURFACE.
 RD2277'
 RD2277'REFERENCE MARK NO.2 IS A STANDARD DISK, STAMPED NO.2 1938, SET IN
 RD2277'CONCRETE IN 2 1/2-FOOT LENGTH OF 4-INCH CAST-IRON SOIL PIPE
 RD2277'PROTRUDING 6 INCHES ABOVE SURFACE.
 RD2277'
 RD2277'STATION REACHED BY BOAT ONLY.
 RD2277
 RD2277                          STATION RECOVERY (1946)
 RD2277
 RD2277'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (EHB)
 RD2277'STATION IS LOCATED ON THE NW POINT OF GARY ISLAND, IN A THICK, SMALL
 RD2277'WILLOW GROWTH, ABOUT 1 MILE W BY S FROM WASHOUGAL.  IT IS ON THE E
 RD2277'SIDE OF THE MOUTH OF SANDY RIVER, ABOUT 385 METERS NW OF THE END OF
 RD2277'DIKE JETTY EXTENDING TO CHANNEL LIGHT NO. 52, AND ABOUT 1 METER E
 RD2277'OF CUT-BANK.
 RD2277'
 RD2277'STATION MARK NOW PROJECTS ABOUT 1-1/2 FEET ABOVE THE SURFACE OF
 RD2277'THE GROUND AND EROSION IS IN EVIDENCE.  IN THE FUTURE THIS MARK
 RD2277'MIGHT BE DESTROYED BY EROSION OF BANK.  UNDERGROUND MARK WAS SET IN
 RD2277'1938.  SURFACE MARK IS A BRONZE DISK SET IN 4-INCH-DIAMETER CAST-IRON
 RD2277'PIPE AND IS STAMPED GARY 1938.
 RD2277'
 RD2277'REFERENCE MARK 1 IS A BRONZE DISK SET IN A 4-INCH-DIAMETER CAST-IRON
 RD2277'PIPE AND IS STAMPED GARY NO 1 1938.  IT IS SSE OF THE STATION AND
 RD2277'IS 6 INCHES BELOW THE SURFACE.  OLD DISTANCE (28.483 METERS)
 RD2277'CHECKED ACCURATELY.  A 4 BY 4 TIMBER WAS SET JUST OFF THE REFERENCE
 RD2277'MARK FOR FUTURE RECOVERY.
 RD2277'
 RD2277'REFERENCE MARK 2 IS A BRONZE DISK SET IN A 4-INCH-DIAMETER CAST-IRON
 RD2277'PIPE AND IS STAMPED GARY NO 2 1938.  IT IS 13.662 METERS SSW (OLD
 RD2277'DISTANCE CHECKED IN THE FIELD) FROM THE STATION AND JUST BELOW THE
 RD2277'SURFACE.  A 4 BY 4 TIMBER WAS SET JUST OFF THE REFERENCE MARK FOR
 RD2277'FUTURE RECOVERY.
 RD2277'
 RD2277'TO REACH STATION, GO BY BOAT FROM CAMAS-WASHOUGAL WHARF TO LIGHT NO.
 RD2277'52 (FIRST LIGHT UPSTREAM FROM WASHOUGAL LIGHT) AND STATION.  CARE
 RD2277'SHOULD BE TAKEN FOR SHOAL AREA EXTENDING OFF THE STATION.
 RD2277
 RD2277                          STATION RECOVERY (1946)
 RD2277
 RD2277'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAE)
 RD2277'THIS STATION WAS RECOVERED AS DESCRIBED BY W.M.S. IN 1938 WITH THE
 RD2277'FOLLOWING EXCEPTIONS--
 RD2277'
 RD2277'THE STATION IS NOW PROJECTING 1-1/2 FEET ABOVE THE GROUND AND IS ON
 RD2277'THE EDGE OF THE CUT BANK.  THE STATION MAY BE DESTROYED BY EXTREME
 RD2277'HIGH WATER.  A SEARCH WAS MADE FOR BOTH REFERENCE MARKS BUT THEY
 RD2277'COULD NOT BE FOUND.  REFERENCE MARK 1 FALLS OUTSIDE THE BANK AND HAS
 RD2277'BEEN WASHED AWAY.  REFERENCE MARK 2 IS N OF A SMALL SLOUGH AND WAS
 RD2277'PROBABLY COVERED BY A DEPOSIT OF SILT.
 RD2277
 RD2277                          STATION RECOVERY (1961)
 RD2277
 RD2277'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (FN)
 RD2277'STATION WAS SEARCHED FOR.  THE DOWN STREAM POINT OF GARY ISLAND HAS
 RD2277'WASHED OFF SEVERAL YARDS IN THE RECENT YEARS.  THE STATION WAS NOT
 RD2277'FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1219 ***********************************************************************
 NZ1219  DESIGNATION -  GAS
 NZ1219  PID         -  NZ1219
 NZ1219  STATE/COUNTY-  OR/DOUGLAS
 NZ1219  USGS QUAD   -  CANYONVILLE (1986)
 NZ1219
 NZ1219                         *CURRENT SURVEY CONTROL
 NZ1219  ___________________________________________________________________
 NZ1219* NAD 83(1991)-  42 54 42.25378(N)    123 15 36.44291(W)     ADJUSTED  
 NZ1219* NAVD 88     -       442.3    (meters)    1451.     (feet)  VERTCON   
 NZ1219  ___________________________________________________________________
 NZ1219  LAPLACE CORR-           1.39  (seconds)                    DEFLEC99
 NZ1219  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 NZ1219  HORZ ORDER  -  SECOND
 NZ1219
 NZ1219.The horizontal coordinates were established by classical geodetic methods
 NZ1219.and adjusted by the National Geodetic Survey in October 1991.
 NZ1219
 NZ1219.The NAVD 88 height was computed by applying the VERTCON shift value to
 NZ1219.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NZ1219
 NZ1219.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ1219
 NZ1219.The geoid height was determined by GEOID03.
 NZ1219
 NZ1219;                    North         East     Units Scale Factor Converg.
 NZ1219;SPC OR S     -   142,018.703 1,274,677.317   MT  0.99990460   -1 53 18.0
 NZ1219;SPC OR S     -   465,940.63  4,182,012.19   iFT  0.99990460   -1 53 18.0
 NZ1219;UTM  10      - 4,751,046.250   478,767.473   MT  0.99960555   -0 10 37.6
 NZ1219
 NZ1219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NZ1219!SPC OR S     -   0.99993438  x   0.99990460  =   0.99983899
 NZ1219!UTM  10      -   0.99993438  x   0.99960555  =   0.99953995
 NZ1219
 NZ1219:                Primary Azimuth Mark                     Grid Az
 NZ1219:SPC OR S     -  MON                                      207 48 44.6
 NZ1219:UTM  10      -  MON                                      206 06 04.2
 NZ1219
 NZ1219|---------------------------------------------------------------------|
 NZ1219| PID    Reference Object                     Distance      Geod. Az  |
 NZ1219|                                                           dddmmss.s |
 NZ1219| NZ1223 MON                                 440.249 METERS 2055526.6 |
 NZ1219|---------------------------------------------------------------------|
 NZ1219
 NZ1219                          SUPERSEDED SURVEY CONTROL
 NZ1219
 NZ1219  NAD 83(1986)-  42 54 42.24520(N)    123 15 36.46492(W) AD(       ) 2
 NZ1219  NAD 27      -  42 54 42.81830(N)    123 15 32.24110(W) AD(       ) 2
 NZ1219  NGVD 29 (07/19/86)  441.3    (m)         1448.     (f) VERT ANG    3  
 NZ1219
 NZ1219.Superseded values are not recommended for survey control.
 NZ1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1219.See file dsdata.txt to determine how the superseded data were derived.
 NZ1219
 NZ1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN7876751046(NAD 83)
 NZ1219_MARKER: Z = SEE DESCRIPTION
 NZ1219_SETTING: 0 = UNSPECIFIED SETTING
 NZ1219_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ1219
 NZ1219  HISTORY     - Date     Condition        Report By
 NZ1219  HISTORY     - 1963     MONUMENTED       ORDT
 NZ1219
 NZ1219                          STATION DESCRIPTION
 NZ1219
 NZ1219'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1963 (FN)
 NZ1219'THE STATION IS ABOUT 2 MILES SOUTHEAST OF CANYONVILLE AND 1/2
 NZ1219'MILE EAST OF U.S. HIGHWAY 99 ON POWERLINE RIGHT OF WAY.
 NZ1219'
 NZ1219'TO REACH THE STATION FROM THE CROSS STREET WEST OF THE POST
 NZ1219'OFFICE IN CANYONVILLE GO SOUTH ON U.S. HIGHWAY 99 FOR 1.4 MILES
 NZ1219'TO A GRAVEL ROAD ON THE LEFT (EAST), TURN LEFT AND GO 0.1 MILE
 NZ1219'TO A METAL GATE.  KEY MAY BE OBTAINED FROM THE PACIFIC POWER
 NZ1219'AND LIGHT CO IN ROSEBURG.  GO THRU GATE AND CONTINUE UP HILL ON
 NZ1219'GRAVEL ROAD FOR 0.5 MILE TO A SUB-STATION.  GO PAST SUB-STATION
 NZ1219'ON DIRT ROAD TO THE LEFT (NORTHEAST) FOR 0.25 MILE TO STATION
 NZ1219'NAG OSHD - USC AND GS.  CONTINUE UP HILL ON DIRT ROAD FOR 0.25
 NZ1219'MILE TO A CROSSROAD ALONG RIDGE.  TURN RIGHT (SOUTH) AND GO
 NZ1219'UP STEEP GRADE FOR 0.5 MILE TO A DIRT ROAD ON THE RIGHT.
 NZ1219'TURN RIGHT AND GO DOWN STEEP GRADE FOR 0.5 MILE TO THE STATION
 NZ1219'ON THE RIGHT.
 NZ1219'
 NZ1219'THE STATION MARK, STAMPED GAS USC AND GS 1963, IS A STATE
 NZ1219'HIGHWAY SURVEY STATION MARK DISK SET IN A 12 IN X 12 IN CONCRETE
 NZ1219'POST THAT PROJECTS 5 IN.  IT IS NORTHEAST OF TWO PARALLEL POWER
 NZ1219'LINES AND 4 FT NORTHWEST OF A WHITE WOODEN WITNESS POST.  IT IS
 NZ1219'150 FT NORTH OF ROAD, 300 FT NORTH OF 2 POWER POLES, 175 FT EAST
 NZ1219'OF 3 POWER POLES AND ON THE EAST EDGE OF THE CLEARED RIGHT OF
 NZ1219'WAY FOR THE POWER LINE.
 NZ1219'
 NZ1219'THERE WERE NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB1235 ***********************************************************************
 QB1235  DESIGNATION -  GATE
 QB1235  PID         -  QB1235
 QB1235  STATE/COUNTY-  OR/MALHEUR
 QB1235  USGS QUAD   -  MALHEUR BUTTE (1974)
 QB1235
 QB1235                         *CURRENT SURVEY CONTROL
 QB1235  ___________________________________________________________________
 QB1235* NAD 83(1991)-  44 05 48.10505(N)    117 01 13.53710(W)     ADJUSTED  
 QB1235* NAVD 88     -       734.79   (+/-2cm)    2410.7    (feet)  VERTCON   
 QB1235  ___________________________________________________________________
 QB1235  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 QB1235  GEOID HEIGHT-         -17.66  (meters)                     GEOID03
 QB1235  HORZ ORDER  -  SECOND
 QB1235  VERT ORDER  -  THIRD ? (See Below)
 QB1235
 QB1235.The horizontal coordinates were established by classical geodetic methods
 QB1235.and adjusted by the National Geodetic Survey in October 1991.
 QB1235
 QB1235.The NAVD 88 height was computed by applying the VERTCON shift value to
 QB1235.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QB1235.The vertical order pertains to the NGVD 29 superseded value.
 QB1235
 QB1235.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB1235
 QB1235.The geoid height was determined by GEOID03.
 QB1235
 QB1235;                    North         East     Units Scale Factor Converg.
 QB1235;SPC OR S     -   275,735.613 1,778,556.739   MT  1.00002601   +2 22 49.9
 QB1235;SPC OR S     -   904,644.40  5,835,159.90   iFT  1.00002601   +2 22 49.9
 QB1235;SPC ID W     -   270,719.875   698,276.028   MT  1.00006056   -0 53 02.9
 QB1235;SPC ID W     -   888,186.79  2,290,927.27   sFT  1.00006056   -0 53 02.9
 QB1235;UTM  11      - 4,882,612.929   498,364.948   MT  0.99960003   -0 00 51.2
 QB1235
 QB1235!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QB1235!SPC OR S     -   0.99988756  x   1.00002601  =   0.99991357
 QB1235!SPC ID W     -   0.99988756  x   1.00006056  =   0.99994812
 QB1235!UTM  11      -   0.99988756  x   0.99960003  =   0.99948764
 QB1235
 QB1235:                Primary Azimuth Mark                     Grid Az
 QB1235:SPC OR S     -  GATE AZ MK                               083 39 36.4
 QB1235:SPC ID W     -  GATE AZ MK                               086 55 29.2
 QB1235:UTM  11      -  GATE AZ MK                               086 03 17.5
 QB1235
 QB1235|---------------------------------------------------------------------|
 QB1235| PID    Reference Object                     Distance      Geod. Az  |
 QB1235|                                                           dddmmss.s |
 QB1235| CD6613 GATE AZ MK                                         0860226.3 |
 QB1235| CD6614 GATE RM 1                             6.510 METERS 30203     |
 QB1235| CD7318 ARCADIA PP                                         31759     |
 QB1235| QB1234 BM                                    9.198 METERS 34733     |
 QB1235|---------------------------------------------------------------------|
 QB1235
 QB1235                          SUPERSEDED SURVEY CONTROL
 QB1235
 QB1235  NAD 83(1986)-  44 05 48.10444(N)    117 01 13.53690(W) AD(       ) 2
 QB1235  NAD 27      -  44 05 48.51200(N)    117 01 09.94000(W) AD(       ) 2
 QB1235  NGVD 29 (07/19/86)  733.79   (m)         2407.4    (f) LEVELING    3  
 QB1235
 QB1235.Superseded values are not recommended for survey control.
 QB1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB1235.See file dsdata.txt to determine how the superseded data were derived.
 QB1235
 QB1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ9836582613(NAD 83)
 QB1235_MARKER: Z = SEE DESCRIPTION
 QB1235_SETTING: 0 = UNSPECIFIED SETTING
 QB1235
 QB1235  HISTORY     - Date     Condition        Report By
 QB1235  HISTORY     - 1945     MONUMENTED       CGS
 QB1235  HISTORY     - 1973     SEE DESCRIPTION  NGS
 QB1235  HISTORY     - 1982     GOOD             LOCENG
 QB1235
 QB1235                          STATION DESCRIPTION
 QB1235
 QB1235'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (ANS)
 QB1235'STATION IS ABOUT 10 MILES S OF WEISER, 4 MILES NW OF PAYETTE,
 QB1235'ON BENCHLAND W OF THE SNAKE RIVER, AND AT THE N END OF A LARGE
 QB1235'IRRIGATION DITCH AND TWO GATES IN THE IRRIGATION DITCH.  MARK
 QB1235'IS 1.46 METERS S OF A SCREW USED IN OPERATING THE GATES, 1.45
 QB1235'METERS N OF A SCREW USED IN OPERATING THE GATES, AND 1.05
 QB1235'METERS E OF THE W EDGE OF THE WALK OVER THE E GATE.
 QB1235'
 QB1235'STATION MARK IS A BRONZE DISK SET FLUSH IN THE E WALK OVER THE
 QB1235'E GATE.  IT IS STAMPED GATE 1945.  NO UNDERGROUND MARK WAS SET.
 QB1235'
 QB1235'REFERENCE MARK 1 IS A BRONZE DISK SET IN THE W WALL OF THE
 QB1235'IRRIGATION DITCH, 6.0 METERS N OF THE S EDGE OF THE WALL, AND
 QB1235'0.42 METER S OF THE S EDGE OF THE WALK ACROSS THE IRRIGATION
 QB1235'DITCH.  IT IS STAMPED GATE NO 1 1945.
 QB1235'
 QB1235'A BUREAU OF RECLAMATION MARK WAS USED AS REFERENCE MARK
 QB1235'2.  THE POINT OBSERVED UPON WAS THE CROSS IN THE CENTER OF THE MARK
 QB1235'WHICH WAS UNSTAMPED.  IT IS SET IN THE CENTER OF A CONCRETE WALL,
 QB1235'0.9 METER E OF THE W EDGE OF THE WALL, AND 0.87 METER W OF THE E
 QB1235'EDGE OF THE WALL.  WALL IS AT THE N END OF THE FLOOD CONTROL
 QB1235'GATES.
 QB1235'
 QB1235'AZIMUTH MARK IS A BRONZE DISK SET IN A DRILL HOLE IN N SIDE OF
 QB1235'LOCK OF IRRIGATION DITCH AND IS STAMPED GATE 1945.  IT IS 25.0
 QB1235'METERS WNW OF SUMMIT OF A HILL, 11.5 METERS W OF SCREW THAT
 QB1235'CONTROLS FLOODGATE IN THE IRRIGATION DITCH, 9.7 METERS N OF THE
 QB1235'CENTER LINE OF ROAD, AND 6.2 METERS NE OF FENCE CORNER.
 QB1235'
 QB1235'TO REACH STATION FROM WEISER, AT THE CORNER OF STATE AND
 QB1235'COMMERCIAL STREETS, GO W ON COMMERCIAL STREET (U.S. HIGHWAY
 QB1235'30N).  CROSS THE SNAKE RIVER BRIDGE AT 0.6 MILE AND CONTINUE
 QB1235'2.0 MILES TO THE JUNCTION OF U.S. HIGHWAY 30.  TURN LEFT (S) ON
 QB1235'U.S. HIGHWAY 30 FOR 8.0 MILES TO THE JUNCTION OF STATE HIGHWAY
 QB1235'90.  CONTINUE W ON U.S. HIGHWAY 30 FOR 2.7 MILE TO A SIDE ROAD
 QB1235'TO THE RIGHT.  TURN RIGHT (NW) AND GO 0.2 MILE TO A FORK.  TAKE
 QB1235'THE LEFT FORK AND KEEP THE MAIN-TRAVELED ROAD FOR 2.0 MILES TO
 QB1235'A FORK.  CONTINUE ON LEFT FORK FOR 0.1 MILE TO THE TOP OF
 QB1235'RISE AND THE STATION ON THE RIGHT.
 QB1235
 QB1235                          STATION RECOVERY (1973)
 QB1235
 QB1235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 QB1235'THE STATION, AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AS
 QB1235'DESCRIBED.  THE FOLLOWING IS AN ALTERNATE TO REACH.
 QB1235'
 QB1235'TO REACH THE STATION FROM THE CROSS STREET JUST EAST OF THE
 QB1235'ONTARIO POST OFFICE GO NORTH ON STATE HIGHWAY 201 FOR 4.2 MILES
 QB1235'TO MILEPOST NO. 23, CONTINUE NORTH ON THE HIGHWAY FOR 0.65
 QB1235'MILE TO HYLINE ROAD ON THE LEFT, TURN LEFT, AND GO WEST FOR 0.2
 QB1235'MILE TO WHERE HYLINE ROAD GOES NORTH, CONTINUE STRAIGHT AHEAD
 QB1235'ON BIRCH ROAD, AS PER SIGN, JACOBSEN GULCH, AND GO WESTERLY FOR
 QB1235'1.25 MILES TO WHERE THE MACADAM ROAD TURNS SOUTH.  CONTINUE
 QB1235'STRAIGHT AHEAD ON THE GRAVELED ROAD FOR 0.4 MILE TO A SUMMIT
 QB1235'IN THE ROAD, A DRIVEWAY ON THE LEFT, AND A GATE, AND THE
 QB1235'AZIMUTH MARK ON THE RIGHT.  CONTINUE WEST ON THE GRAVELED
 QB1235'ROAD FOR 0.4 MILE TO THE STATION ON THE RIGHT, JUST AFTER THE
 QB1235'ROAD CURVES SOUTHWEST, AND UPGRADE.
 QB1235'
 QB1235'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QB1235'5.5 MILES NORTHWEST OF ONTARIO.
 QB1235
 QB1235                          STATION RECOVERY (1982)
 QB1235
 QB1235'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982 (JJP)
 QB1235'GATE 1945 RECOVERED EXCELLENT.
 QB1235'
 QB1235'GATE NO 1 1945 RECOVERED EXCELLENT.
 QB1235'
 QB1235'(USBR MARK +) RECOVERED EXCELLENT.  DISTANCE FROM RM 1 TO RM 2
 QB1235'(21.53 FT.) CHECKS.
 QB1235'
 QB1235'GATE 1945 (AZI. MK.) THE AZIMUTH MARK WAS DESTROYED WHEN IRRIGATION
 QB1235'DITCH STRUCTURE WAS REMOVED.
 QB1235'
 QB1235'THE 1973 TO REACH INSTRUCTIONS ARE ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1291 ***********************************************************************
 OA1291  DESIGNATION -  GATE
 OA1291  PID         -  OA1291
 OA1291  STATE/COUNTY-  OR/COOS
 OA1291  USGS QUAD   -  COOS BAY (1975)
 OA1291
 OA1291                         *CURRENT SURVEY CONTROL
 OA1291  ___________________________________________________________________
 OA1291* NAD 83(1991)-  43 21 52.36598(N)    124 12 43.51153(W)     ADJUSTED  
 OA1291* NAVD 88     -         3.29   (+/-2cm)      10.8    (feet)  VERTCON   
 OA1291  ___________________________________________________________________
 OA1291  LAPLACE CORR-          15.00  (seconds)                    DEFLEC99
 OA1291  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 OA1291  HORZ ORDER  -  THIRD
 OA1291  VERT ORDER  -  THIRD ? (See Below)
 OA1291
 OA1291.The horizontal coordinates were established by classical geodetic methods
 OA1291.and adjusted by the National Geodetic Survey in October 1991.
 OA1291
 OA1291.The NAVD 88 height was computed by applying the VERTCON shift value to
 OA1291.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OA1291.The vertical order pertains to the NGVD 29 superseded value.
 OA1291
 OA1291.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1291
 OA1291.The geoid height was determined by GEOID03.
 OA1291
 OA1291;                    North         East     Units Scale Factor Converg.
 OA1291;SPC OR S     -   195,271.857 1,199,236.923   MT  0.99990044   -2 32 22.6
 OA1291;SPC OR S     -   640,655.70  3,934,504.34   iFT  0.99990044   -2 32 22.6
 OA1291;UTM  10      - 4,802,011.654   401,790.462   MT  0.99971864   -0 49 56.4
 OA1291
 OA1291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1291!SPC OR S     -   1.00000350  x   0.99990044  =   0.99990394
 OA1291!UTM  10      -   1.00000350  x   0.99971864  =   0.99972214
 OA1291
 OA1291:                Primary Azimuth Mark                     Grid Az
 OA1291:SPC OR S     -  MARSHFIELD RANGE FRONT LIGHT             018 58 01.4
 OA1291:UTM  10      -  MARSHFIELD RANGE FRONT LIGHT             017 15 35.2
 OA1291
 OA1291|---------------------------------------------------------------------|
 OA1291| PID    Reference Object                     Distance      Geod. Az  |
 OA1291|                                                           dddmmss.s |
 OA1291| OA1345 MARSHFIELD RANGE FRONT LIGHT        APPROX. 1.4 KM 0162538.8 |
 OA1291| OA1336 MARSHFIELD RANGE REAR LIGHT         APPROX. 1.5 KM 0163406.7 |
 OA1291| OA1297 FERNDALE UPPER RNG F LIGHT 41       APPROX. 1.0 KM 0225606.0 |
 OA1291| OA1277 FERNDALE UPPER RNG REAR LIGHT       APPROX. 0.9 KM 0331050.2 |
 OA1291| OA1307 ISTHMUS SLOUGH LIGHT 43             210.446 METERS 09113     |
 OA1291| OA1245 HLT 20                              APPROX. 0.6 KM 1415025.1 |
 OA1291| OA1290 HLT 19 RESET                        303.948 METERS 35636     |
 OA1291|---------------------------------------------------------------------|
 OA1291
 OA1291                          SUPERSEDED SURVEY CONTROL
 OA1291
 OA1291  NAD 83(1986)-  43 21 52.36277(N)    124 12 43.55737(W) AD(       ) 3
 OA1291  NAD 27      -  43 21 52.96050(N)    124 12 39.16321(W) AD(       ) 3
 OA1291  NGVD 29 (07/19/86)    2.21   (m)            7.3    (f) LEVELING    3  
 OA1291
 OA1291.Superseded values are not recommended for survey control.
 OA1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1291.See file dsdata.txt to determine how the superseded data were derived.
 OA1291
 OA1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP0179002012(NAD 83)
 OA1291_MARKER: DD = SURVEY DISK
 OA1291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA1291_STAMPING: GATE 1957
 OA1291_MARK LOGO: USE   
 OA1291_MAGNETIC: N = NO MAGNETIC MATERIAL
 OA1291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA1291+STABILITY: SURFACE MOTION
 OA1291
 OA1291  HISTORY     - Date     Condition        Report By
 OA1291  HISTORY     - 1957     MONUMENTED       USE
 OA1291  HISTORY     - 1965     GOOD             CGS
 OA1291  HISTORY     - 19850312 GOOD             NGS
 OA1291  HISTORY     - 20011107 MARK NOT FOUND   USPSQD
 OA1291
 OA1291                          STATION DESCRIPTION
 OA1291
 OA1291'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (HJS)
 OA1291'LOCATED ALONG THE WATERFRONT SECTION OF THE CITY OF COOS BAY, ALONG
 OA1291'THE WEST SHORE OF COOS BAY, ABOUT 180 FEET EAST OF THE SOUTHERN
 OA1291'PACIFIC RAILROAD DEPOT AND ON A LOW GRASSY MOUND.
 OA1291'
 OA1291'THE STATION IS A U.S. CORPS OF ENGINEERS DISK STAMPED GATE 1957
 OA1291'SET IN THE TOP OF A 7 INCH SQUARE CONCRETE MONUMENT, PROJECTING
 OA1291'2 INCHES.  58.7 FEET EAST OF THE EASTERNMOST RAIL OF THE RAILROAD
 OA1291'TRACKS.  23 FEET SOUTH OF A PILING BULKHEAD ALONG THE SOUTH SIDE
 OA1291'OF THE ENTRANCE TO A TIDE GATE.  13 FEET WEST OF THE HIGH WATER
 OA1291'LINE OF THE BAY AND 4.2 FEET SOUTHWEST OF A WOODEN WITNESS POST.
 OA1291
 OA1291                          STATION RECOVERY (1985)
 OA1291
 OA1291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 OA1291'THE STATION WAS RECOVERED.  THE REFERENCE MARKS WERE ESTABLISHED AT
 OA1291'THIS TIME.  NOTE THE AZIMUTH BETWEEN RADIO STATION KOOS TOWER AND COOS
 OA1291'BAY LUMBER CO STACK DIFFERS BY OVER 2 MINUTES.  AT PRESENT NOT CERTAIN
 OA1291'WHICH ONE AND/OR ALL HAVE MOVED.  THE STATION IS LOCATED ALONG THE
 OA1291'WATERFRONT SECTION OF THE CITY OF COOS BAY, ALONG THE WEST SHORE OF
 OA1291'COOS BAY ABOUT 60 METERS (196.8 FT) EAST OF THE SOUTHERN PACIFIC
 OA1291'RAILROAD DEPOT AND ON A LOW GRASSY MOUND.  TO REACH THE STATION FROM
 OA1291'THE INTERSECTION OF MARKET STREET, NORTH BAYSHORE DRIVE (HWY 101)
 OA1291'NORTH FROM STREET AND A DIKE ROAD IN COOS BAY, GO SOUTH ON THE DIKE
 OA1291'ROAD 0.5 KM (0.30 MI) TO A LOCKED GATE (KEY CAN BE OBTAINED FROM THE
 OA1291'CITY PUBLIC WORKS OFFICE) PASS THROUGH GATE AND GO 0.32 KM (0.20 MI)
 OA1291'TO THE MARK ON THE LEFT.
 OA1291' 
 OA1291'THE STATION IS A STANDARD USE, DISK STAMPED---GATE 1957---, SET INTO
 OA1291'THE TOP OF A SQUARE CONCRETE MONUMENT, 17 CM IN DIAMETER, PROJECTING
 OA1291'20 CM ABOVE THE GROUND. THE STATION IS LOCATED 60 METERS (196.8 FT)
 OA1291'EAST FROM THE NE CORNER OF RR DEPOT, 12.5 METERS (41.0 FT) EAST FROM
 OA1291'THE CENTERLINE OF DIKE ROAD, 2.2 METERS (7.2 FT) WEST FROM THE MEAN
 OA1291'HIGH WATER LINE, 0.6 METERS (2.0 FT) SOUTH FROM A WITNESS POST.
 OA1291'REFERENCE MARK NO 1, IS A STANDARD NGS DISK STAMPED---GATE USE 1965 NO
 OA1291'1 1985---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 25 CM IN
 OA1291'DIAMETER, FLUSH WITH GROUND.  THE STATION IS LOCATED 13.7 METERS (44.9
 OA1291'FT) SOUTH FROM THE PROLONGATION OF THE NORTH FACE OF THE DEPOT, 13.4
 OA1291'METERS (44.0 FT) SOUTH FROM A WITNESS POST, 14.4 METERS (47.2 FT)
 OA1291'SOUTHWEST FROM A WITNESS POST, 1.4 METERS (4.6 FT) EAST FROM THE
 OA1291'CENTERLINE OF DIKE ROAD AND .5 METERS (1.6 FT) HIGHER THAN THE
 OA1291'STATION.  REFERENCE MARK NO 2, IS A STANDARD NGS DISK STAMPED---GATE
 OA1291'USE 1965 NO 2 1985---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT,
 OA1291'25 CM IN DIAMETER, FLUSH WITH GROUND.  THE STATION IS LOCATED 0.7
 OA1291'METERS (2.3 FT) SOUTH FROM THE PROLONGATION OF THE NORTH FACE OF THE
 OA1291'DEPOT, 1.5 METERS (4.9 FT) EAST FROM THE CENTERLINE OF DIKE ROAD, 0.4
 OA1291'METERS (1.3 FT) SOUTH FROM A WITNESS POST AND 0.4 METERS (1.3 FT)
 OA1291'HIGHER THAN THE STATION.
 OA1291
 OA1291                          STATION RECOVERY (2001)
 OA1291
 OA1291'RECOVERY NOTE BY US POWER SQUADRON 2001 (AES)
 OA1291'TO REACH IS GOOD, BUT MEASURING FROM EASTERNMOST RAIL PUTS THE MARK
 OA1291'ABOUT THREE FEET INTO THE BAY. NO MONUMENT VISABLE UNDERWATER AT HIGH
 OA1291'TIDE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AI1996 ***********************************************************************
 AI1996  CBN         -  This is a Cooperative Base Network Control Station.
 AI1996  DESIGNATION -  GATES
 AI1996  PID         -  AI1996
 AI1996  STATE/COUNTY-  OR/MARION
 AI1996  USGS QUAD   -  MILL CITY NORTH (1985)
 AI1996
 AI1996                         *CURRENT SURVEY CONTROL
 AI1996  ___________________________________________________________________
 AI1996* NAD 83(2007)-  44 45 19.99012(N)    122 24 51.99626(W)     ADJUSTED  
 AI1996* NAVD 88     -       289.2    (meters)     949.     (feet)  GPS OBS   
 AI1996  ___________________________________________________________________
 AI1996  EPOCH DATE  -        2007.00
 AI1996  X           -  -2,431,983.926 (meters)                     COMP
 AI1996  Y           -  -3,830,059.015 (meters)                     COMP
 AI1996  Z           -   4,468,286.627 (meters)                     COMP
 AI1996  LAPLACE CORR-           8.19  (seconds)                    DEFLEC99
 AI1996  ELLIP HEIGHT-         266.843 (meters)          (02/10/07) ADJUSTED
 AI1996  GEOID HEIGHT-         -22.42  (meters)                     GEOID03
 AI1996
 AI1996  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI1996  Type    PID    Designation                      North   East  Ellip
 AI1996  -------------------------------------------------------------------
 AI1996  NETWORK AI1996 GATES                             0.43   0.33   1.16
 AI1996  -------------------------------------------------------------------
 AI1996
 AI1996.The horizontal coordinates were established by GPS observations
 AI1996.and adjusted by the National Geodetic Survey in February 2007.
 AI1996
 AI1996.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI1996.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI1996.The horizontal coordinates are valid at the epoch date displayed above.
 AI1996.The epoch date for horizontal control is a decimal equivalence
 AI1996.of Year/Month/Day.
 AI1996
 AI1996.The orthometric height was determined by GPS observations and a
 AI1996.high-resolution geoid model.
 AI1996
 AI1996.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI1996
 AI1996.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1996
 AI1996.The ellipsoidal height was determined by GPS observations
 AI1996.and is referenced to NAD 83.
 AI1996
 AI1996.The geoid height was determined by GEOID03.
 AI1996
 AI1996;                    North         East     Units Scale Factor Converg.
 AI1996;SPC OR N     -   122,794.661 2,348,437.986   MT  0.99992043   -1 21 27.7
 AI1996;SPC OR N     -   402,869.62  7,704,849.04   iFT  0.99992043   -1 21 27.7
 AI1996;UTM  10      - 4,955,962.750   546,346.638   MT  0.99962641   +0 24 44.2
 AI1996
 AI1996!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1996!SPC OR N     -   0.99995816  x   0.99992043  =   0.99987860
 AI1996!UTM  10      -   0.99995816  x   0.99962641  =   0.99958459
 AI1996
 AI1996                          SUPERSEDED SURVEY CONTROL
 AI1996
 AI1996  NAD 83(1998)-  44 45 19.98823(N)    122 24 51.99698(W) AD(       ) A
 AI1996  ELLIP H (04/24/00)  266.857  (m)                       GP(       ) 3 1
 AI1996  NAD 83(1991)-  44 45 19.98623(N)    122 24 51.99623(W) AD(       ) B
 AI1996  ELLIP H (10/13/99)  266.994  (m)                       GP(       ) 3 1
 AI1996
 AI1996.Superseded values are not recommended for survey control.
 AI1996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1996.See file dsdata.txt to determine how the superseded data were derived.
 AI1996
 AI1996_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ4634755963(NAD 83)
 AI1996_MARKER: DD = SURVEY DISK
 AI1996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI1996_STAMPING: GATES 1998
 AI1996_MARK LOGO: ORDT  
 AI1996_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI1996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI1996+STABILITY: SURFACE MOTION
 AI1996_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1996+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2008
 AI1996
 AI1996  HISTORY     - Date     Condition        Report By
 AI1996  HISTORY     - 1998     MONUMENTED       OR-047
 AI1996  HISTORY     - 20001010 GOOD             OR-047
 AI1996  HISTORY     - 20080410 GOOD             USACE
 AI1996
 AI1996                          STATION DESCRIPTION
 AI1996
 AI1996'DESCRIBED BY MARION COUNTY OREGON 1998 (MSO)
 AI1996'THE STATION IS LOCATED ABOUT 20.8 KM (12.90 MI) WEST OF DETROIT, 5.0
 AI1996'KM (3.10 MI) EAST OF MILL CITY, IN THE COMMUNITY OF GATES, NEAR THE
 AI1996'SOUTH RIGHT-OF-WAY OF STATE HIGHWAY 22, IN THE MIDDLE OF THE EASTERN
 AI1996'OPEN GRASSY PARK BETWEEN THE HIGHWAY AND CENTRAL STREET, IN OLD
 AI1996'ABANDONED RAILROAD RIGHT-OF-WAY.  OWNERSHIP--OREGON STATE DEPARTMENT
 AI1996'OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 AI1996'HIGHWAYS 22 AND 226 IN THE COMMUNITY OF MEHAMA, GO EAST ON HIGHWAY 22
 AI1996'FOR 17.4 KM (10.80 MI) TO JUNCTION OF GATES HILL ROAD ON THE LEFT AND
 AI1996'HOREB STREET ON THE RIGHT IN GATES.  TURN RIGHT, SOUTH, ON HOREB
 AI1996'STREET FOR 40 M (131.2 FT) TO THE JUNCTION OF CENTRAL STREET.  TURN
 AI1996'LEFT, EAST, ON CENTRAL STREET FOR 0.16 KM (0.10 MI) TO THE STATION ON
 AI1996'THE LEFT BEFORE REACHING OAK STREET ON THE RIGHT.  THE STATION IS AN
 AI1996'OREGON PRIMARY GPS STATION DISK SET IN TOP OF A 50 CM SQUARE CONCRETE
 AI1996'MONUMENT FLUSH WITH THE GROUND.  IT IS 35.3 M (115.8 FT) WEST FROM THE
 AI1996'EXTENDED CENTER OF OAK STREET, 33.3 M (109.3 FT) WEST-NORTHWEST FROM
 AI1996'GUY WIRED ANGLED JUNCTION POWER POLE WITH STREET LIGHT NUMBER 261201,
 AI1996'18.6 M (61.0 FT) SOUTH FROM THE CENTER OF HIGHWAY 22, 18.2 M (59.7 FT)
 AI1996'NORTH FROM THE CENTER OF CENTRAL STREET, 16.6 M (54.5 FT) WEST FROM A
 AI1996'BURIED CABLE WARNING POST, 10.2 M (33.5 FT) SOUTH FROM AN END SCHOOL
 AI1996'ZONE HIGHWAY SIGN, 2.0 M (6.6 FT) WEST FROM THE EXTENDED WEST SIDE OF
 AI1996'A TWO STORY HOME AT 122 CENTRAL STREET, AND ABOUT LEVEL WITH THE
 AI1996'HIGHWAY.
 AI1996
 AI1996                          STATION RECOVERY (2000)
 AI1996
 AI1996'RECOVERY NOTE BY MARION COUNTY OREGON 2000 (MR)
 AI1996'RECOVERED AS DESCRIBED
 AI1996'
 AI1996
 AI1996                          STATION RECOVERY (2008)
 AI1996
 AI1996'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2008 (GBC)
 AI1996'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1555 ***********************************************************************
 QD1555  DESIGNATION -  GATEWAY
 QD1555  PID         -  QD1555
 QD1555  STATE/COUNTY-  OR/JEFFERSON
 QD1555  USGS QUAD   -  GATEWAY (1993)
 QD1555
 QD1555                         *CURRENT SURVEY CONTROL
 QD1555  ___________________________________________________________________
 QD1555* NAD 83(1991)-  44 45 57.49284(N)    121 06 25.55124(W)     ADJUSTED  
 QD1555* NAVD 88     -       704.0    (meters)    2310.     (feet)  VERTCON   
 QD1555  ___________________________________________________________________
 QD1555  LAPLACE CORR-           4.46  (seconds)                    DEFLEC99
 QD1555  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 QD1555  HORZ ORDER  -  SECOND
 QD1555
 QD1555.The horizontal coordinates were established by classical geodetic methods
 QD1555.and adjusted by the National Geodetic Survey in October 1991.
 QD1555
 QD1555.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1555.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1555
 QD1555.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1555
 QD1555.The geoid height was determined by GEOID03.
 QD1555
 QD1555;                    North         East     Units Scale Factor Converg.
 QD1555;SPC OR N     -   122,336.979 2,451,942.156   MT  0.99991915   -0 25 50.0
 QD1555;SPC OR N     -   401,368.04  8,044,429.65   iFT  0.99991915   -0 25 50.0
 QD1555;UTM  10      - 4,958,696.042   649,796.009   MT  0.99987593   +1 19 59.7
 QD1555
 QD1555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1555!SPC OR N     -   0.99989300  x   0.99991915  =   0.99981216
 QD1555!UTM  10      -   0.99989300  x   0.99987593  =   0.99976894
 QD1555
 QD1555:                Primary Azimuth Mark                     Grid Az
 QD1555:SPC OR N     -  GATEWAY AZ MK                            119 20 42.6
 QD1555:UTM  10      -  GATEWAY AZ MK                            117 34 52.9
 QD1555
 QD1555|---------------------------------------------------------------------|
 QD1555| PID    Reference Object                     Distance      Geod. Az  |
 QD1555|                                                           dddmmss.s |
 QD1555| CF3525 GATEWAY AZ MK                                      1185452.6 |
 QD1555| CF3526 GATEWAY RM 1                         23.235 METERS 13258     |
 QD1555| CF3527 GATEWAY RM 2                         23.453 METERS 22818     |
 QD1555|---------------------------------------------------------------------|
 QD1555
 QD1555                          SUPERSEDED SURVEY CONTROL
 QD1555
 QD1555  NAD 83(1986)-  44 45 57.50292(N)    121 06 25.55066(W) AD(       ) 2
 QD1555  NAD 27      -  44 45 58.06500(N)    121 06 21.38600(W) AD(       ) 2
 QD1555  NGVD 29 (07/19/86)  702.9    (m)         2306.     (f) VERT ANG    3  
 QD1555
 QD1555.Superseded values are not recommended for survey control.
 QD1555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1555.See file dsdata.txt to determine how the superseded data were derived.
 QD1555
 QD1555_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ4979658696(NAD 83)
 QD1555_MARKER: Z = SEE DESCRIPTION
 QD1555_SETTING: 0 = UNSPECIFIED SETTING
 QD1555
 QD1555  HISTORY     - Date     Condition        Report By
 QD1555  HISTORY     - 1946     MONUMENTED       CGS
 QD1555
 QD1555                          STATION DESCRIPTION
 QD1555
 QD1555'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 QD1555'LOCATED ABOUT 8 MILES NORTH OF MADRAS, 1 MILE SOUTHWEST OF THE
 QD1555'COMMUNITY OF GATEWAY NEAR THE EAST EDGE OF A MESA.  IT IS 21 FEET
 QD1555'NORTH OF THE CENTERLINE OF A ROAD AND 4.5 FEET SOUTH OF A FENCE
 QD1555'LINE AND LARGE PILE OF ROCK.  IT IS A STANDARD DISK WELDED ON A
 QD1555'3-INCH CAST IRON SOILPIPE.  STAMPED GATEWAY 1946 AND PROJECTS 4
 QD1555'INCHES.
 QD1555'
 QD1555'REFERENCE MARK NO. 1 IS 29 FEET SOUTH OF THE CENTERLINE OF A
 QD1555'ROAD AND 2 FEET NORTH OF A FENCE LINE.  IT IS A STANDARD DISK
 QD1555'WELDED ON A 3-INCH CAST IRON SOILPIPE.  STAMPED GATEWAY NO 1
 QD1555'1946 AND PROJECTS 10 INCHES.
 QD1555'
 QD1555'REFERENCE MARK NO. 2 IS 29 FEET SOUTH OF THE CENTERLINE OF A
 QD1555'ROAD AND 2 FEET NORTH OF A FENCE LINE.  IT IS A STANDARD DISK
 QD1555'WELDED ON A 3-INCH CAST IRON SOILPIPE.  STAMPED GATEWAY NO 2
 QD1555'1946 AND PROJECTS 7 INCHES.
 QD1555'
 QD1555'THE AZIMUTH MARK IS EAST-SOUTHEAST OF THE STATION, 100 FEET
 QD1555'SOUTHWEST OF A FENCE CORNER, 50 FEET WEST OF THE CENTER OF A
 QD1555'CURVE IN A ROAD AND 1 FOOT EAST OF A FENCE LINE.  IT IS A
 QD1555'STANDARD DISK WELDED ON A 3-INCH CAST IRON SOILPIPE.  STAMPED
 QD1555'GATEWAY 1946 AND PROJECTS 14 INCHES.
 QD1555'
 QD1555'SUB. STATION 62V-96 A IS 1.43 METERS NORTH OF THE STATION AND AT
 QD1555'THE SAME ELEVATION.  IT IS A LARGE ROCK PILE AT THE INTERSECTION
 QD1555'OF TWO FENCE LINES.
 QD1555'
 QD1555'TO REACH THE STATION FROM THE INTERSECTION OF THE COUNTY ROAD
 QD1555'AND RAILROAD CROSSING IN THE COMMUNITY OF GATEWAY, GO WEST ON
 QD1555'COUNTY ROAD FOR 1.9 MILES TO A POINT WHERE THE ROAD TURNS NORTH
 QD1555'AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE 0.1 MILE, TURN LEFT,
 QD1555'WEST, AND GO 0.25 MILE TO THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3668 ***********************************************************************
 RD3668  DESIGNATION -  GATTON
 RD3668  PID         -  RD3668
 RD3668  STATE/COUNTY-  OR/MULTNOMAH
 RD3668  USGS QUAD   -  LINNTON (1990)
 RD3668
 RD3668                         *CURRENT SURVEY CONTROL
 RD3668  ___________________________________________________________________
 RD3668* NAD 83(1991)-  45 36 41.31304(N)    122 46 03.15345(W)     ADJUSTED  
 RD3668* NAVD 88     -        24.     (meters)      79.     (feet)  SCALED    
 RD3668  ___________________________________________________________________
 RD3668  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 RD3668  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 RD3668  HORZ ORDER  -  THIRD
 RD3668
 RD3668.The horizontal coordinates were established by classical geodetic methods
 RD3668.and adjusted by the National Geodetic Survey in October 1991.
 RD3668
 RD3668.The orthometric height was scaled from a topographic map.
 RD3668
 RD3668.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3668
 RD3668.The geoid height was determined by GEOID03.
 RD3668
 RD3668;                    North         East     Units Scale Factor Converg.
 RD3668;SPC OR N     -   218,594.856 2,323,159.915   MT  0.99992442   -1 36 29.2
 RD3668;SPC OR N     -   717,174.72  7,621,915.73   iFT  0.99992442   -1 36 29.2
 RD3668;SPC WA S     -    33,458.589   323,137.491   MT  1.00005766   -1 38 49.7
 RD3668;SPC WA S     -   109,772.05  1,060,160.25   sFT  1.00005766   -1 38 49.7
 RD3668;UTM  10      - 5,050,907.543   518,125.277   MT  0.99960404   +0 09 58.0
 RD3668
 RD3668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3668!SPC OR N     -   0.99999981  x   0.99992442  =   0.99992423
 RD3668!SPC WA S     -   0.99999981  x   1.00005766  =   1.00005747
 RD3668!UTM  10      -   0.99999981  x   0.99960404  =   0.99960385
 RD3668
 RD3668|---------------------------------------------------------------------|
 RD3668| PID    Reference Object                     Distance      Geod. Az  |
 RD3668|                                                           dddmmss.s |
 RD3668| CE2568 GATTON RM 1                                        00200     |
 RD3668| RD3660 PORTLAND JAMES JOHN SCH CHIM        APPROX. 2.6 KM 1523748.3 |
 RD3668| RD3630 PORTLAND WOOLEN MILLS STACK         APPROX. 2.6 KM 1694443.0 |
 RD3668| RD3634 ST JOHNS BRIDGE SE SPIRE            APPROX. 2.9 KM 1720639.3 |
 RD3668| RD3632 ST JOHNS BRIDGE NE SPIRE            APPROX. 2.8 KM 1721516.6 |
 RD3668| RD3689 PORTLAND GAS COKE PLANT STACK       APPROX. 3.6 KM 1730942.9 |
 RD3668| RD3627 ST JOHNS BRIDGE SW SPIRE            APPROX. 3.0 KM 1782135.3 |
 RD3668| RD3654 ST JOHNS BRIDGE NW SPIRE            APPROX. 3.0 KM 1783112.2 |
 RD3668| RD3673 FENCE                               184.097 METERS 20108     |
 RD3668| RD3685 PORTLAND ST J TERM 4 ELEV TANK      APPROX. 0.9 KM 2021403.3 |
 RD3668| RD3644 PORTLAND LINNTON C AND W BURNR      APPROX. 1.9 KM 2151717.0 |
 RD3668| RD3642 PORTLAND LINNTON C AND W STACK      APPROX. 1.9 KM 2162355.6 |
 RD3668| RD3682 TERMINAL                            APPROX. 0.9 KM 2211329.8 |
 RD3668| CE2569 GATTON RM 2                                        23238     |
 RD3668| RD3612 LINTON LANDING LIGHT                APPROX. 1.6 KM 2404815.6 |
 RD3668| RD3631 WEST OREGON LUMBER CO STACK         APPROX. 1.7 KM 2494429.9 |
 RD3668| RD3641 WEST OREGON LUMBER CO TALL STK      APPROX. 1.8 KM 2634550.7 |
 RD3668| RD3555 POST OFFICE BAR F RANGE LIGHT       APPROX. 2.9 KM 3150745.0 |
 RD3668| RD3554 POST OFFICE BAR R RANGE LIGHT       APPROX. 3.0 KM 3160819.5 |
 RD3668| RD3424 POST OFFICE BAR LOWER LT            APPROX. 3.3 KM 3263518.3 |
 RD3668| RD3470 THREE TREE ISLAND SHOAL LIGHT       APPROX. 3.5 KM 3495930.9 |
 RD3668| RD3474 GILLIHAN TANK                       APPROX. 3.9 KM 3505339.8 |
 RD3668|---------------------------------------------------------------------|
 RD3668
 RD3668                          SUPERSEDED SURVEY CONTROL
 RD3668
 RD3668  NAD 83(1986)-  45 36 41.33227(N)    122 46 03.15567(W) AD(       ) 3
 RD3668  NAD 27      -  45 36 41.91000(N)    122 45 58.79400(W) AD(       ) 3
 RD3668
 RD3668.Superseded values are not recommended for survey control.
 RD3668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3668.See file dsdata.txt to determine how the superseded data were derived.
 RD3668
 RD3668_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1812550908(NAD 83)
 RD3668
 RD3668  HISTORY     - Date     Condition        Report By
 RD3668  HISTORY     - 1883     MONUMENTED       CGS
 RD3668  HISTORY     - 1913     SEE DESCRIPTION  CGS
 RD3668  HISTORY     - 1938     SEE DESCRIPTION  CGS
 RD3668  HISTORY     - 1960     SEE DESCRIPTION  CGS
 RD3668  HISTORY     - 19941031 MARK NOT FOUND   USPSQD
 RD3668
 RD3668                          STATION DESCRIPTION
 RD3668
 RD3668'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 RD3668'STATION IS ABOUT 2 MILES N OF ST. JOHNS, NEAR THE END OF THE HIGH
 RD3668'GROUND BETWEEN THE COLUMBIA AND WILLAMETTE RIVERS, 8 METERS S OF THE
 RD3668'TOP OF THE BLUFF.
 RD3668'
 RD3668'THE STATION IS MARKED BY A BOTTLE WITH A COPPER TACK IN THE CORK
 RD3668'BURIED 3 FEET DEEP.  14 INCHES BELOW THE SURFACE THERE ARE 3 BOTTLES
 RD3668'WITH THE NECKS POINTING TO THE STATION, AND AT THE SURFACE THERE
 RD3668'IS A STANDARD DISK STATION MARK SET IN CONCRETE.
 RD3668'
 RD3668'STANDARD REFERENCE MARK NO.1 IS SET IN AN IRREGULAR PIER OF
 RD3668'CONCRETE, THE TOP OF WHICH IS SPHERICAL IN SHAPE, AND PROJECTS FROM
 RD3668'6 TO 8 INCHES ABOVE THE SURFACE OF THE GROUND.  REFERENCE MARK NO.2
 RD3668'IS A DRILL HOLE FILLED WITH LEAD IN A LARGE BASALTIC ROCK.
 RD3668
 RD3668                          STATION RECOVERY (1938)
 RD3668
 RD3668'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (MS)
 RD3668'THE 1913 RECOVERY NOTE WITH A FEW SUPPLEMENTAL STATEMENTS, AS
 RD3668'FOLLOWS, IS ADEQUATE--ABOUT 2 MILES N OF ST. JOHNS, AND 1/2 MILE NE
 RD3668'OF TERMINAL NO.4, PORTLAND, OREGON.  ABOUT 1/4 MILE N OF THE
 RD3668'PORTLAND CITY LIMITS, NEAR THE END OF THE HIGH GROUND BETWEEN THE
 RD3668'COLUMBIA AND WILLAMETTE RIVERS, 8 METERS S OF THE TOP OF A BLUFF.
 RD3668'
 RD3668'THE STATION IS MARKED BELOW THE SURFACE BY A BOTTLE WITH A COPPER
 RD3668'TACK IN THE CORK BURIED 3 FEET DEEP, AND AT THE SURFACE THERE IS A
 RD3668'STANDARD DISK SET IN A CONCRETE BLOCK.
 RD3668'
 RD3668'REFERENCE MARKS WERE NOT RECOVERED.
 RD3668
 RD3668                          STATION RECOVERY (1960)
 RD3668
 RD3668'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ANS)
 RD3668'THIS STATION WAS NOT RECOVERED.  IT WAS DESTROYED BY THE
 RD3668'CONSTRUCTION OF A ROAD NEAR THE OREGON SHIPBUILDING CORPORATION.
 RD3668
 RD3668                          STATION RECOVERY (1994)
 RD3668
 RD3668'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD3668'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3728 ***********************************************************************
 RD3728  DESIGNATION -  GATTON 2
 RD3728  PID         -  RD3728
 RD3728  STATE/COUNTY-  OR/MULTNOMAH
 RD3728  USGS QUAD   -  LINNTON (1990)
 RD3728
 RD3728                         *CURRENT SURVEY CONTROL
 RD3728  ___________________________________________________________________
 RD3728* NAD 83(1991)-  45 36 41.31202(N)    122 46 03.15309(W)     ADJUSTED  
 RD3728* NAVD 88     -        25.     (meters)      82.     (feet)  SCALED    
 RD3728  ___________________________________________________________________
 RD3728  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 RD3728  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 RD3728  HORZ ORDER  -  SECOND
 RD3728
 RD3728.The horizontal coordinates were established by classical geodetic methods
 RD3728.and adjusted by the National Geodetic Survey in October 1991.
 RD3728
 RD3728.The orthometric height was scaled from a topographic map.
 RD3728
 RD3728.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3728
 RD3728.The geoid height was determined by GEOID03.
 RD3728
 RD3728;                    North         East     Units Scale Factor Converg.
 RD3728;SPC OR N     -   218,594.824 2,323,159.922   MT  0.99992442   -1 36 29.2
 RD3728;SPC OR N     -   717,174.62  7,621,915.75   iFT  0.99992442   -1 36 29.2
 RD3728;UTM  10      - 5,050,907.512   518,125.285   MT  0.99960404   +0 09 58.0
 RD3728
 RD3728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3728!SPC OR N     -   0.99999965  x   0.99992442  =   0.99992407
 RD3728!UTM  10      -   0.99999965  x   0.99960404  =   0.99960369
 RD3728
 RD3728|---------------------------------------------------------------------|
 RD3728| PID    Reference Object                     Distance      Geod. Az  |
 RD3728|                                                           dddmmss.s |
 RD3728| CE2570 GATTON 2 RM 1                         0.848 METERS 03642     |
 RD3728| CE2571 GATTON 2 RM 2                         6.175 METERS 10818     |
 RD3728| RD3716 ST JOHNS CONT CAN CO TANK           APPROX. 1.4 KM 1732953.7 |
 RD3728| RD3685 PORTLAND ST J TERM 4 ELEV TANK      APPROX. 0.9 KM 2021407.8 |
 RD3728| RD3721 ST JOHNS CONT CORP TANK             APPROX. 0.6 KM 2764923.9 |
 RD3728| RD3723 RAM RESET                           APPROX. 1.8 KM 3002202.5 |
 RD3728|---------------------------------------------------------------------|
 RD3728
 RD3728                          SUPERSEDED SURVEY CONTROL
 RD3728
 RD3728  NAD 83(1986)-  45 36 41.33126(N)    122 46 03.15525(W) AD(       ) 2
 RD3728  NAD 27      -  45 36 41.90883(N)    122 45 58.79555(W) AD(       ) 2
 RD3728
 RD3728.Superseded values are not recommended for survey control.
 RD3728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3728.See file dsdata.txt to determine how the superseded data were derived.
 RD3728
 RD3728_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1812550908(NAD 83)
 RD3728_MARKER: DS = TRIANGULATION STATION DISK
 RD3728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD3728
 RD3728  HISTORY     - Date     Condition        Report By
 RD3728  HISTORY     - 1962     MONUMENTED       CGS
 RD3728  HISTORY     - 19941031 MARK NOT FOUND   USPSQD
 RD3728
 RD3728                          STATION DESCRIPTION
 RD3728
 RD3728'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 RD3728'THE STATION IS LOCATED JUST NORTH OF THE PORTLAND CITY LIMITS,
 RD3728'NORTH WEST OF NORTH BURGARD ROAD AND NORTHEAST OF THE TIME OIL
 RD3728'COMPANY ROAD.
 RD3728'
 RD3728'TO REACH THE STATION FROM THE INTERSECTION OF N. ALTA AVE. AND
 RD3728'N. IVANHOE ST., JUST SOUTHEAST OF THE ST. JOHNS POST OFFICE, GO
 RD3728'EAST ON N. ALTA AVE. FOR ONE BLOCK TO N. LOMBARD ST., TURN LEFT
 RD3728'AND GO NORTH ON N. LOMBARD ST. FOR 1.1 MILES TO THE END OF
 RD3728'N. LOMBARD ST. AND THE BEGINNING OF N. BURGARD ST., CONTINUE
 RD3728'NORTH ON N. BURGARD ST. FOR 0.3 MILE TO A POINT WHERE N. BURGARD
 RD3728'ST. CURVES TO THE EAST, A SIDE ROAD LEFT AND A SIGN TIME OIL
 RD3728'CO. AND THE STATION IN THE NORTHEAST ANGLE OF THE TWO ROADS.
 RD3728'
 RD3728'THE STATION MARK IS A STANDARD DISK, STAMPED GATTON 2 1961, SET
 RD3728'IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT
 RD3728'IS 8 FEET NORTHEAST OF THE WITNESS POST, 26.8 FEET NORTH OF
 RD3728'N. BURGARD ST. AND 80 FEET EAST OF THE TIME OIL CO. ROAD.
 RD3728'
 RD3728'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GATTON 2 NO 1 1961,
 RD3728'CEMENTED IN THE TOP OF A SQUARE BLOCK OF CONCRETE THAT WAS A
 RD3728'FOOTING FOR A WATER TANK THAT HAS BEEN REMOVED.  IT IS 11 FEET
 RD3728'NORTHEAST OF THE WITNESS POST AND 81 FEET EAST OF THE TIME OIL
 RD3728'CO. ROAD.
 RD3728'
 RD3728'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GATTON NO 2 1961,
 RD3728'SET IN THE TOP OF A SQUARE BLOCK OF CONCRETE THAT WAS A FOOTING
 RD3728'FOR A WATER TANK THAT HAS BEEN REMOVED.  IT IS 24.4 FEET SOUTHEAST
 RD3728'OF THE WITNESS POST AND 99 FEET EAST OF THE TIME OIL CO. ROAD.
 RD3728'
 RD3728'STATION RAM MAY BE USED AS AN AZIMUTH.  SEE DESCRIPTION THEREOF.
 RD3728
 RD3728                          STATION RECOVERY (1994)
 RD3728
 RD3728'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD3728'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3666 ***********************************************************************
 RD3666  DESIGNATION -  GATTONS HOUSE CHIMNEY
 RD3666  PID         -  RD3666
 RD3666  STATE/COUNTY-  OR/MULTNOMAH
 RD3666  USGS QUAD   -  LINNTON (1990)
 RD3666
 RD3666                         *CURRENT SURVEY CONTROL
 RD3666  ___________________________________________________________________
 RD3666* NAD 83(1991)-  45 35 55.66008(N)    122 46 02.41164(W)     ADJUSTED  
 RD3666* NAVD 88     -              **(meters)            **(feet)            
 RD3666  ___________________________________________________________________
 RD3666  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 RD3666  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 RD3666  HORZ ORDER  -  THIRD
 RD3666
 RD3666.The horizontal coordinates were established by classical geodetic methods
 RD3666.and adjusted by the National Geodetic Survey in October 1991.
 RD3666
 RD3666
 RD3666.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3666
 RD3666.The geoid height was determined by GEOID03.
 RD3666
 RD3666;                    North         East     Units Scale Factor Converg.
 RD3666;SPC OR N     -   217,185.614 2,323,136.433   MT  0.99992273   -1 36 28.7
 RD3666;SPC OR N     -   712,551.23  7,621,838.69   iFT  0.99992273   -1 36 28.7
 RD3666;SPC WA S     -    32,049.171   323,113.046   MT  1.00006140   -1 38 49.1
 RD3666;SPC WA S     -   105,147.99  1,060,080.05   sFT  1.00006140   -1 38 49.1
 RD3666;UTM  10      - 5,049,498.700   518,145.432   MT  0.99960405   +0 09 58.4
 RD3666
 RD3666                          SUPERSEDED SURVEY CONTROL
 RD3666
 RD3666  NAD 83(1986)-  45 35 55.67946(N)    122 46 02.41418(W) AD(       ) 4
 RD3666  NAD 27      -  45 35 56.25800(N)    122 45 58.05400(W) AD(       ) 3
 RD3666
 RD3666.Superseded values are not recommended for survey control.
 RD3666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3666.See file dsdata.txt to determine how the superseded data were derived.
 RD3666
 RD3666_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1814549499(NAD 83)
 RD3666
 RD3666  HISTORY     - Date     Condition        Report By
 RD3666  HISTORY     - 1883     MONUMENTED       CGS
 RD3666  HISTORY     - 1960     SEE DESCRIPTION  CGS
 RD3666  HISTORY     - 19941031 MARK NOT FOUND   USPSQD
 RD3666
 RD3666                          STATION DESCRIPTION
 RD3666
 RD3666'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (ANS)
 RD3666'STATION DESTROYED.
 RD3666'
 RD3666'THE STATION WAS PLOTTED FROM THE PUBLISHED COORDINATES, ON A
 RD3666'1--9600 PLANIMETRIC MAP.  THE PLOTTED POSITION FELL ON THE
 RD3666'PROPERTY OF THE CONTINENTAL CAN COMPANY, SLIGHTLY BEHIND THEIR
 RD3666'MAIN PLANT.  A SEARCH OF THE AREA YIELDED EVIDENCE THAT AT ONE
 RD3666'TIME A WOODEN HOUSE HAD STOOD NEAR THE CENTER OF THE PROPERTY.
 RD3666'THE AREA WAS MARKED BY THREE SHADE TREES THAT GAVE EVIDENCE
 RD3666'OF HAVING BEEN PLANTED AND PART OF AN OLD WOODEN FLOOR.  A
 RD3666'REPRESENTATIVE OF CONTINENTAL CAN COMPANY STATED THAT THERE HAD
 RD3666'BEEN NO HOUSE ANYWHERE ON THE PROPERTY SINCE AT LEAST 1950.
 RD3666
 RD3666                          STATION RECOVERY (1994)
 RD3666
 RD3666'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD3666'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC2060 ***********************************************************************
 SC2060  DESIGNATION -  GAUGE PILE 1913
 SC2060  PID         -  SC2060
 SC2060  STATE/COUNTY-  OR/CLATSOP
 SC2060  USGS QUAD   -  ASTORIA (1984)
 SC2060
 SC2060                         *CURRENT SURVEY CONTROL
 SC2060  ___________________________________________________________________
 SC2060* NAD 83(1991)-  46 13 20.95378(N)    123 46 20.79757(W)     ADJUSTED  
 SC2060* NAVD 88     -              **(meters)            **(feet)            
 SC2060  ___________________________________________________________________
 SC2060  LAPLACE CORR-          11.71  (seconds)                    DEFLEC99
 SC2060  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 SC2060  HORZ ORDER  -  THIRD
 SC2060
 SC2060.The horizontal coordinates were established by classical geodetic methods
 SC2060.and adjusted by the National Geodetic Survey in October 1991.
 SC2060
 SC2060
 SC2060.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2060
 SC2060.The geoid height was determined by GEOID03.
 SC2060
 SC2060;                    North         East     Units Scale Factor Converg.
 SC2060;SPC OR N     -   289,138.630 2,247,576.478   MT  1.00006422   -2 19 14.8
 SC2060;SPC OR N     -   948,617.55  7,373,938.58   iFT  1.00006422   -2 19 14.8
 SC2060;SPC WA S     -   104,065.303   247,612.606   MT  0.99993451   -2 22 37.5
 SC2060;SPC WA S     -   341,420.91    812,375.69   sFT  0.99993451   -2 22 37.5
 SC2060;UTM  10      - 5,119,057.776   440,428.150   MT  0.99964362   -0 33 27.9
 SC2060
 SC2060                          SUPERSEDED SURVEY CONTROL
 SC2060
 SC2060  NAD 83(1986)-  46 13 20.96373(N)    123 46 20.78542(W) AD(       ) 4
 SC2060  NAD 27      -  46 13 21.58269(N)    123 46 16.27483(W) AD(       ) 3
 SC2060
 SC2060.Superseded values are not recommended for survey control.
 SC2060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2060.See file dsdata.txt to determine how the superseded data were derived.
 SC2060
 SC2060_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS4042819058(NAD 83)
 SC2060
 SC2060  HISTORY     - Date     Condition        Report By
 SC2060  HISTORY     - UNK      MONUMENTED
 SC2060  HISTORY     - 1935     SEE DESCRIPTION  CGS
 SC2060
 SC2060                          STATION DESCRIPTION
 SC2060
 SC2060'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (RWK)
 SC2060'STATION COULD NOT BE LOCATED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1337 ***********************************************************************
 RD1337  DESIGNATION -  GAY
 RD1337  PID         -  RD1337
 RD1337  STATE/COUNTY-  OR/CLACKAMAS
 RD1337  USGS QUAD   -  BRIGHTWOOD (1997)
 RD1337
 RD1337                         *CURRENT SURVEY CONTROL
 RD1337  ___________________________________________________________________
 RD1337* NAD 83(1986)-  45 22 29.     (N)    122 01 26.     (W)     SCALED    
 RD1337* NAVD 88     -       325.372  (meters)    1067.49   (feet)  ADJUSTED  
 RD1337  ___________________________________________________________________
 RD1337  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 RD1337  DYNAMIC HT  -         325.331 (meters)    1067.36  (feet)  COMP
 RD1337  MODELED GRAV-     980,481.4   (mgal)                       NAVD 88
 RD1337
 RD1337  VERT ORDER  -  SECOND    CLASS 0
 RD1337
 RD1337.The horizontal coordinates were scaled from a topographic map and have
 RD1337.an estimated accuracy of +/- 6 seconds.
 RD1337
 RD1337.The orthometric height was determined by differential leveling
 RD1337.and adjusted in June 1991.
 RD1337
 RD1337.The geoid height was determined by GEOID03.
 RD1337
 RD1337.The dynamic height is computed by dividing the NAVD 88
 RD1337.geopotential number by the normal gravity value computed on the
 RD1337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1337.degrees latitude (g = 980.6199 gals.).
 RD1337
 RD1337.The modeled gravity was interpolated from observed gravity values.
 RD1337
 RD1337;                    North         East    Units  Estimated Accuracy
 RD1337;SPC OR N     -   190,930.    2,380,650.      MT  (+/- 180 meters Scaled)
 RD1337
 RD1337                          SUPERSEDED SURVEY CONTROL
 RD1337
 RD1337  NGVD 29 (??/??/92)  324.309  (m)         1064.00   (f) ADJ UNCH    2 0
 RD1337
 RD1337.Superseded values are not recommended for survey control.
 RD1337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1337.See file dsdata.txt to determine how the superseded data were derived.
 RD1337
 RD1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER764250(NAD 83)
 RD1337_MARKER: DB = BENCH MARK DISK
 RD1337_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD1337_SP_SET: SIDEWALK
 RD1337_STAMPING: GAY 1935 1063.4
 RD1337
 RD1337  HISTORY     - Date     Condition        Report By
 RD1337  HISTORY     - 1935     MONUMENTED       CGS
 RD1337  HISTORY     - 1947     GOOD             NGS
 RD1337
 RD1337                          STATION DESCRIPTION
 RD1337
 RD1337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 RD1337'3.25 MI W FROM WEMME.
 RD1337'3.25 MILES WEST ALONG STATE HIGHWAY 50 FROM THE POST OFFICE AT WEMME,
 RD1337'0.4 MILE WEST OF BRIGHTWOOD, AT THE WEST END OF THE CONCRETE BRIDGE
 RD1337'OVER SALMON RIVER, IN TOP OF THE SOUTH CONCRETE SIDEWALK, 2.4 FEET
 RD1337'NORTH OF THE SOUTH GUARD WALL, AND 1.2 FEET EAST OF THE WEST END OF
 RD1337'THE WALK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0416 ***********************************************************************
 QE0416  DESIGNATION -  GAY
 QE0416  PID         -  QE0416
 QE0416  STATE/COUNTY-  OR/LINN
 QE0416  USGS QUAD   -  CRABTREE (1975)
 QE0416
 QE0416                         *CURRENT SURVEY CONTROL
 QE0416  ___________________________________________________________________
 QE0416* NAD 83(1986)-  44 37 45.     (N)    122 58 26.     (W)     SCALED    
 QE0416* NAVD 88     -        79.947  (meters)     262.29   (feet)  ADJUSTED  
 QE0416  ___________________________________________________________________
 QE0416  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 QE0416  DYNAMIC HT  -          79.940 (meters)     262.27  (feet)  COMP
 QE0416  MODELED GRAV-     980,527.2   (mgal)                       NAVD 88
 QE0416
 QE0416  VERT ORDER  -  FIRST     CLASS II
 QE0416
 QE0416.The horizontal coordinates were scaled from a topographic map and have
 QE0416.an estimated accuracy of +/- 6 seconds.
 QE0416
 QE0416.The orthometric height was determined by differential leveling
 QE0416.and adjusted in June 1991.
 QE0416
 QE0416.The geoid height was determined by GEOID03.
 QE0416
 QE0416.The dynamic height is computed by dividing the NAVD 88
 QE0416.geopotential number by the normal gravity value computed on the
 QE0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0416.degrees latitude (g = 980.6199 gals.).
 QE0416
 QE0416.The modeled gravity was interpolated from observed gravity values.
 QE0416
 QE0416;                    North         East    Units  Estimated Accuracy
 QE0416;SPC OR N     -   109,960.    2,303,730.      MT  (+/- 180 meters Scaled)
 QE0416
 QE0416                          SUPERSEDED SURVEY CONTROL
 QE0416
 QE0416  NGVD 29 (??/??/92)   78.932  (m)          258.96   (f) ADJ UNCH    1 2
 QE0416
 QE0416.Superseded values are not recommended for survey control.
 QE0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0416.See file dsdata.txt to determine how the superseded data were derived.
 QE0416
 QE0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ020417(NAD 83)
 QE0416_MARKER: DD = SURVEY DISK
 QE0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0416_STAMPING: GAY SOT 1935
 QE0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0416+STABILITY: SURFACE MOTION
 QE0416
 QE0416  HISTORY     - Date     Condition        Report By
 QE0416  HISTORY     - 1935     MONUMENTED       USE
 QE0416  HISTORY     - 1963     GOOD             NGS
 QE0416  HISTORY     - 19941109 MARK NOT FOUND   ORHD
 QE0416
 QE0416                          STATION DESCRIPTION
 QE0416
 QE0416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 QE0416'4.6 MI E FROM ALBANY.
 QE0416'4.6 MILES EAST ALONG U.S. HIGHWAY 20 FROM THE JUNCTION OF U.S. HIGHWAY
 QE0416'20 AND INTERSTATE HIGHWAY 5, WHICH IS AT THE EAST EDGE OF ALBANY, 0.4
 QE0416'MILE EAST OF MILE POST NO. 5, 38 FEET NORTH OF A FENCE, 31 FEET SOUTH
 QE0416'OF THE CENTER OF THE HIGHWAY, 5 FEET NORTHWEST OF THE NORTH END OF A
 QE0416'SIGN AND 0.5 FOOT EAST OF A METAL WITNESS POST.  SET IN THE TOP OF A
 QE0416'12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 5 INCHES.
 QE0416
 QE0416                          STATION RECOVERY (1994)
 QE0416
 QE0416'RECOVERY NOTE BY OREGON HIGHWAY DEPARTMENT 1994 (DBS)
 QE0416'THIS MARK WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1218 ***********************************************************************
 NZ1218  DESIGNATION -  GAZLEY
 NZ1218  PID         -  NZ1218
 NZ1218  STATE/COUNTY-  OR/DOUGLAS
 NZ1218  USGS QUAD   -  CANYONVILLE (1986)
 NZ1218
 NZ1218                         *CURRENT SURVEY CONTROL
 NZ1218  ___________________________________________________________________
 NZ1218* NAD 83(1991)-  42 56 45.66220(N)    123 16 38.88159(W)     ADJUSTED  
 NZ1218* NAVD 88     -       225.8    (meters)     741.     (feet)  VERTCON   
 NZ1218  ___________________________________________________________________
 NZ1218  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 NZ1218  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 NZ1218  HORZ ORDER  -  SECOND
 NZ1218
 NZ1218.The horizontal coordinates were established by classical geodetic methods
 NZ1218.and adjusted by the National Geodetic Survey in October 1991.
 NZ1218
 NZ1218.The NAVD 88 height was computed by applying the VERTCON shift value to
 NZ1218.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NZ1218
 NZ1218.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ1218
 NZ1218.The geoid height was determined by GEOID03.
 NZ1218
 NZ1218;                    North         East     Units Scale Factor Converg.
 NZ1218;SPC OR S     -   145,871.276 1,273,388.213   MT  0.99990212   -1 54 00.7
 NZ1218;SPC OR S     -   478,580.30  4,177,782.85   iFT  0.99990212   -1 54 00.7
 NZ1218;UTM  10      - 4,754,857.477   477,364.318   MT  0.99960630   -0 11 20.5
 NZ1218
 NZ1218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NZ1218!SPC OR S     -   0.99996835  x   0.99990212  =   0.99987047
 NZ1218!UTM  10      -   0.99996835  x   0.99960630  =   0.99957466
 NZ1218
 NZ1218|---------------------------------------------------------------------|
 NZ1218| PID    Reference Object                     Distance      Geod. Az  |
 NZ1218|                                                           dddmmss.s |
 NZ1218| CD8557 GAZLEY RM 1                           5.430 METERS 11541     |
 NZ1218| CD8558 GAZLEY RM 2                           6.157 METERS 18543     |
 NZ1218| NZ1222 CAN                                 APPROX. 1.4 KM 2024018.3 |
 NZ1218|---------------------------------------------------------------------|
 NZ1218
 NZ1218                          SUPERSEDED SURVEY CONTROL
 NZ1218
 NZ1218  NAD 83(1986)-  42 56 45.65502(N)    123 16 38.90411(W) AD(       ) 2
 NZ1218  NAD 27      -  42 56 46.23070(N)    123 16 34.67620(W) AD(       ) 2
 NZ1218  NGVD 29 (07/19/86)  224.8    (m)          738.     (f) VERT ANG    3  
 NZ1218
 NZ1218.Superseded values are not recommended for survey control.
 NZ1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1218.See file dsdata.txt to determine how the superseded data were derived.
 NZ1218
 NZ1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN7736454857(NAD 83)
 NZ1218_MARKER: Z = SEE DESCRIPTION
 NZ1218_SETTING: 0 = UNSPECIFIED SETTING
 NZ1218
 NZ1218  HISTORY     - Date     Condition        Report By
 NZ1218  HISTORY     - 1963     MONUMENTED       ORDT
 NZ1218  HISTORY     - 1973     SEE DESCRIPTION  NGS
 NZ1218
 NZ1218                          STATION DESCRIPTION
 NZ1218
 NZ1218'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1963 (FN)
 NZ1218'THE STATION IS 2 MILES NORTHEAST OF CANYONVILLE ON THE WEST SIDE
 NZ1218'OF THE DRIVEWAY TO THE HUNGRY U RANCH.
 NZ1218'
 NZ1218'TO REACH THE STATION FROM THE CROSS STREET JUST WEST OF THE POST
 NZ1218'OFFICE IN CANYONVILLE GO NORTH ON U.S. HIGHWAY 99 FOR 0.9 MILE
 NZ1218'TO A MACADAM ROAD LEADING NORTHEAST AND A SIGN ON THE LEFT
 NZ1218'POINTING TOWARD SURPRISE VALLEY, TURN RIGHT AND GO NORTHEAST
 NZ1218'ON THE MACADAM AND GRAVELED ROAD FOR 0.4 MILE TO GAZLEY ROAD AT
 NZ1218'A T INTERSECTION, TURN RIGHT AND GO EAST FOR 0.5 MILE TO A
 NZ1218'DRIVEWAY ON THE LEFT AND SIGN, HUNGRY U RANCH, TURN LEFT AND GO
 NZ1218'NORTH ON THE GRAVELED DRIVEWAY FOR 0.25 MILE TO THE STATION.
 NZ1218'
 NZ1218'THE STATION MARK, STAMPED GAZLEY USC AND GS 1963, IS A STATE
 NZ1218'HIGHWAY SURVEY STATION MARK DISK SET IN THE TOP OF A 12-INCH
 NZ1218'SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 NZ1218'20 FEET SOUTH OF THE WEST END OF A CATTLE GUARD, 8 FEET WEST OF
 NZ1218'THE CENTER OF THE DRIVEWAY, 3-1/2 FEET EAST OF THE NORTH-SOUTH
 NZ1218'FENCE LINE AND 3-1/2 FEET SOUTH OF A WOODEN WITNESS POST.
 NZ1218'
 NZ1218'REFERENCE MARK NO. 1, STAMPED GAZLEY NO 1 1963, IS A STANDARD
 NZ1218'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 NZ1218'IS FLUSH WITH THE GROUND.  IT IS 27 FEET SOUTH OF THE EAST END
 NZ1218'OF THE CATTLE GUARD, 19 FEET SOUTHEAST OF THE WITNESS POST, 9
 NZ1218'FEET EAST OF THE CENTER OF THE DRIVEWAY, 3 FEET SOUTH OF THE
 NZ1218'SOUTH END OF A GATE AND 0.5 FOOT WEST OF A NORTH-SOUTH FENCE
 NZ1218'LINE.
 NZ1218'
 NZ1218'REFERENCE MARK NO. 2, STAMPED GAZLEY NO 2 1963, IS A STANDARD
 NZ1218'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 NZ1218'PROJECTS 1 INCH.  IT IS 9 FEET WEST OF THE CENTER OF THE DRIVEWAY
 NZ1218'AND 1 FOOT EAST OF THE NORTH-SOUTH FENCE LINE.
 NZ1218'
 NZ1218'DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 21.9 FEET.
 NZ1218'
 NZ1218'TRAVERSE STATION CAN OSHD-USC AND GS MAY BE USED FOR THE AZIMUTH
 NZ1218'MARK.  SEE DESCRIPTION THEREOF.
 NZ1218
 NZ1218                          STATION RECOVERY (1973)
 NZ1218
 NZ1218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 NZ1218'THE STATION MARK, AND BOTH REFERENCE MARKS WERE RECOVERED IN
 NZ1218'GOOD CONDITION AS DESCRIBED.  THE TO REACH IS CORRECT, AND
 NZ1218'ADEQUATE FOR RECOVERY.  A DIFFERENCE WAS FOUND IN THE HORIZONTAL
 NZ1218'ANGLE BETWEEN THE REFERENCE MARKS.  THE STATION IS ON LAND OWNED
 NZ1218'BY MR. L. J. FAULKNER.
 NZ1218'
 NZ1218'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NZ1218'2 MILES NORTHEAST OF CANYONVILLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0827 ***********************************************************************
 NY0827  DESIGNATION -  GEARHART
 NY0827  PID         -  NY0827
 NY0827  STATE/COUNTY-  OR/LAKE
 NY0827  USGS QUAD   -  CAMPBELL RESERVOIR (1988)
 NY0827
 NY0827                         *CURRENT SURVEY CONTROL
 NY0827  ___________________________________________________________________
 NY0827* NAD 83(1991)-  42 29 45.54486(N)    120 52 38.38041(W)     ADJUSTED  
 NY0827* NAVD 88     -      2550.6    (meters)    8368.     (feet)  VERTCON   
 NY0827  ___________________________________________________________________
 NY0827  LAPLACE CORR-           8.92  (seconds)                    DEFLEC99
 NY0827  GEOID HEIGHT-         -20.90  (meters)                     GEOID03
 NY0827  HORZ ORDER  -  SECOND
 NY0827
 NY0827.The horizontal coordinates were established by classical geodetic methods
 NY0827.and adjusted by the National Geodetic Survey in October 1991.
 NY0827
 NY0827.The NAVD 88 height was computed by applying the VERTCON shift value to
 NY0827.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NY0827
 NY0827.The Laplace correction was computed from DEFLEC99 derived deflections.
 NY0827
 NY0827.The geoid height was determined by GEOID03.
 NY0827
 NY0827;                    North         East     Units Scale Factor Converg.
 NY0827;SPC OR S     -    92,193.768 1,468,983.288   MT  0.99996301   -0 15 29.3
 NY0827;SPC OR S     -   302,472.99  4,819,498.98   iFT  0.99996301   -0 15 29.3
 NY0827;UTM  10      - 4,707,030.443   674,426.471   MT  0.99997434   +1 26 03.5
 NY0827
 NY0827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NY0827!SPC OR S     -   0.99960342  x   0.99996301  =   0.99956645
 NY0827!UTM  10      -   0.99960342  x   0.99997434  =   0.99957777
 NY0827
 NY0827:                Primary Azimuth Mark                     Grid Az
 NY0827:SPC OR S     -  GEARHART LOH APEX                        132 39 47.4
 NY0827:UTM  10      -  GEARHART LOH APEX                        130 58 14.6
 NY0827
 NY0827|---------------------------------------------------------------------|
 NY0827| PID    Reference Object                     Distance      Geod. Az  |
 NY0827|                                                           dddmmss.s |
 NY0827| CD6617 GEARHART LOH APEX                                  1322418.1 |
 NY0827| CD6615 GEARHART RM 1                         5.427 METERS 17204     |
 NY0827| CD6616 GEARHART RM 2                         4.757 METERS 28913     |
 NY0827|---------------------------------------------------------------------|
 NY0827
 NY0827                          SUPERSEDED SURVEY CONTROL
 NY0827
 NY0827  NAD 83(1986)-  42 29 45.54987(N)    120 52 38.38327(W) AD(       ) 2
 NY0827  NAD 27      -  42 29 45.99600(N)    120 52 34.45000(W) AD(       ) 2
 NY0827  NGVD 29 (07/19/86) 2549.2    (m)         8364.     (f) VERT ANG    3  
 NY0827
 NY0827.Superseded values are not recommended for survey control.
 NY0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0827.See file dsdata.txt to determine how the superseded data were derived.
 NY0827
 NY0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFN7442607030(NAD 83)
 NY0827_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NY0827_SETTING: 66 = SET IN ROCK OUTCROP
 NY0827
 NY0827  HISTORY     - Date     Condition        Report By
 NY0827  HISTORY     - 1920     MONUMENTED       CGS
 NY0827  HISTORY     - 1948     SEE DESCRIPTION  CGS
 NY0827
 NY0827                          STATION DESCRIPTION
 NY0827
 NY0827'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (WWE)
 NY0827'ON THE SUMMIT OF GEARHART MOUNTAIN, ABOUT 10 MILES NORTHEAST OF
 NY0827'BLY.  THE STATION IS MARKED BY A BRONZE TABLET IN BEDROCK, AS
 NY0827'DESCRIBED IN NOTE 2.
 NY0827
 NY0827                          STATION RECOVERY (1948)
 NY0827
 NY0827'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MTP)
 NY0827'THE STATION WAS RECOVERED AS DESCRIBED.  THE STATION MARK WAS
 NY0827'FOUND IN GOOD CONDITION.  TWO REFERENCE MARKS WERE ESTABLISHED.  A
 NY0827'NEW DESCRIPTION FOLLOWS--THE STATION IS LOCATED ON THE NORTHERNMOST
 NY0827'SUMMIT AND HIGHEST POINT OF GEARHART MOUNTAIN, A WELL KNOWN PEAK
 NY0827'WHICH LIES ABOUT 11 MILES NORTHEAST FROM BLY.  IT IS THE MOST
 NY0827'PROMINENT MOUNTAIN IN THE VICINITY.
 NY0827'
 NY0827'THE STATION MARK IS ABOUT 100 FEET SOUTH FROM THE NORTHERNMOST
 NY0827'POINT OF A HIGH ROCKY RIM (LEDGE), AND ABOUT 12 FEET FROM THE EAST
 NY0827'EDGE OF THE BLUFF, WHICH IS A SHEER DROP OF ABOUT 5 TO 6 HUNDRED
 NY0827'FEET.  IT IS SET FLUSH IN THE TOP OF A 4X12 FOOT BOULDER
 NY0827'PROJECTING 3 FEET ABOVE THE SURFACE OF THE GROUND.  IT IS STAMPED
 NY0827'GEARHART 1920.
 NY0827'
 NY0827'REFERENCE MARK NO.1 IS SOUTH-SOUTHEAST OF THE STATION AND SET
 NY0827'FLUSH IN THE TOP OF A 6 FOOT IN DIAMETER BEDROCK BOULDER PROJECTING
 NY0827'4 FEET ABOVE THE SURFACE OF THE GROUND.  IT IS 15 FEET NORTHWEST
 NY0827'OF THE EDGE OF THE BLUFF AND IS STAMPED GEARHART NO 1 1948.
 NY0827'
 NY0827'REFERENCE MARK NO.2 IS WEST-NORTHWEST OF THE STATION AND SET
 NY0827'FLUSH IN THE TOP OF A 5X10 FOOT BEDROCK BOULDER PROJECTING 4 FEET
 NY0827'ABOVE THE SURFACE OF THE GROUND.  IT IS 30 FEET SOUTHWEST OF THE
 NY0827'EDGE OF THE BLUFF AND IS STAMPED GEARHART NO 2 1948.
 NY0827'
 NY0827'SINCE NO AZIMUTH MARK WAS ESTABLISHED THE APEX OF THE ROOF OF
 NY0827'GEARHART MTN. LOOKOUT CABIN WAS USED.  IT IS A 10X12 FOOT BUILDING
 NY0827'APPROXIMATELY 15 FEET HIGH AND IS 4-1/2 MILES SOUTHEAST OF THE
 NY0827'STATION ON THE SOUTHEAST SLOPE OF GEARHART MOUNTAIN.
 NY0827'
 NY0827'TO REACH THE STATION FROM BLY GO EAST ON STATE HIGHWAY 66 FOR 1.4
 NY0827'MILES TO A SIDE ROAD LEFT AT A SIGN--DAIRY CREEK ROAD 2.  TURN LEFT
 NY0827'AND GO NORTH ON A GRADED GRAVELED ROAD 2.8 MILES TO WHERE THE
 NY0827'DAIRY CREEK ROAD TURNS RIGHT, EAST.  CONTINUE NORTH ON THE LEFT
 NY0827'HAND ROAD 1.0 MILE TO A CATTLE GUARD WHERE THE MAIN TRAVELED ROAD
 NY0827'TURNS WEST.  PASS THROUGH THE CATTLE GUARD AND TAKE A DIAGONAL
 NY0827'ROAD (RIGHT FORK) AS PER SIGN--BOULDER SPRING TRAIL 5, FOR 0.6
 NY0827'MILE.  TAKE THE RIGHT FORK EASTERLY ALONG THE NORTH SIDE OF
 NY0827'THE FENCE AND FIELD 1.0 MILE TO A CROSS ROADS AT A SIGN--BUZZ
 NY0827'SPRING 4 - DEMING CR 2 BOULDER SPRING TRAIL 3.  KEEP STRAIGHT
 NY0827'AHEAD EASTERLY AS PER SIGN BOULDER SPRING TRAIL 1.1 MILE.
 NY0827'TAKE RIGHT FORK AS PER BOULDER SPRING TRAIL 1.0 MILE AND
 NY0827'CONTINUE ON THE MAIN TRAVELED ROAD 2.7 MILES TO FORKS AT BOULDER
 NY0827'SPRING TRAIL, SIGN, NAILED TO A LARGE TREE.  TAKE RIGHT FORK
 NY0827'0.1 MILE TO END OF TRUCK TRAVEL FOR ORDINARY TRUCKS, WITH A JEEP
 NY0827'TAKE THE BOULDER SPRING TRAIL (AN OLD LOGGING SKID-ROAD FOR
 NY0827'ABOUT 0.2 MILE) WHICH IS WELL BLAZED, BUT SELDOM USED, FOLLOW
 NY0827'THE BLAZED ROUTE THROUGH THE TIMBER 1.1 MILE TO THE END OF
 NY0827'TRUCK TRAVEL DUE TO LODGE-POLE OBSTRUCTIONS.  FROM HERE
 NY0827'PACK EASTERLY ALONG A TRAIL FOR ABOUT 3/4 MILE TO A SLIGHT SADDLE
 NY0827'AND SIGN--GEARHART MOUNTAIN WILD AREA.  CONTINUE ON A
 NY0827'WELL BLAZED TRAIL ABOUT 1-1/4 MILES TO BOULDER SPRINGS (WATER FOR
 NY0827'CAMP) WHICH IS LOCATED IN A LARGE GRASSY AREA AND BRUSH COVERED
 NY0827'OPENING, ALSO A SMALL ASPEN GROVE.  FROM BOULDER SPRINGS
 NY0827'KEEP THE UPPER TRAILS ALONG THE EDGE OF THE TIMBER FOR ABOUT 150
 NY0827'YARDS, THENCE BEAR TO THE RIGHT UP A STEEP OPEN SLOPE, GOING
 NY0827'ONTO THE MAIN SUMMIT ABOUT 250 YARDS TO THE RIGHT OF A HIGH
 NY0827'ROCKY PINNACLE THAT IS VISIBLE FROM THE SPRINGS AND MOST OF
 NY0827'THE WAY TO THE TOP.  BEAR IN MIND TO ASCEND THE MAIN SUMMIT
 NY0827'TO THE RIGHT, SOUTH, OF THE FIRST HIGH, ROCKY PINNACLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC2127 ***********************************************************************
 SC2127  DESIGNATION -  GEARHART 1874
 SC2127  PID         -  SC2127
 SC2127  STATE/COUNTY-  OR/CLATSOP
 SC2127  USGS QUAD   -  GEARHART (1973)
 SC2127
 SC2127                         *CURRENT SURVEY CONTROL
 SC2127  ___________________________________________________________________
 SC2127* NAD 83(1991)-  46 01 35.40295(N)    123 55 31.25655(W)     ADJUSTED  
 SC2127* NAVD 88     -        10.     (meters)      33.     (feet)  SCALED    
 SC2127  ___________________________________________________________________
 SC2127  LAPLACE CORR-          16.31  (seconds)                    DEFLEC99
 SC2127  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 SC2127  HORZ ORDER  -  THIRD
 SC2127
 SC2127.The horizontal coordinates were established by classical geodetic methods
 SC2127.and adjusted by the National Geodetic Survey in October 1991.
 SC2127
 SC2127.The orthometric height was scaled from a topographic map.
 SC2127
 SC2127.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2127
 SC2127.The geoid height was determined by GEOID03.
 SC2127
 SC2127;                    North         East     Units Scale Factor Converg.
 SC2127;SPC OR N     -   267,861.731 2,234,865.500   MT  1.00000685   -2 25 45.2
 SC2127;SPC OR N     -   878,811.45  7,332,235.89   iFT  1.00000685   -2 25 45.2
 SC2127;UTM  10      - 5,097,408.138   428,382.404   MT  0.99966305   -0 39 57.5
 SC2127
 SC2127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2127!SPC OR N     -   1.00000209  x   1.00000685  =   1.00000894
 SC2127!UTM  10      -   1.00000209  x   0.99966305  =   0.99966514
 SC2127
 SC2127|---------------------------------------------------------------------|
 SC2127| PID    Reference Object                     Distance      Geod. Az  |
 SC2127|                                                           dddmmss.s |
 SC2127| SC0617 MEADOW RESET                        395.041 METERS 06255     |
 SC2127| RD2090 SEASIDE HOUSE CUPOLA                APPROX. 5.4 KM 1835214.6 |
 SC2127| RD2092 FLAGSTAFF 2                         APPROX. 5.2 KM 1872823.8 |
 SC2127| RD2080 PINNACLE ROCK                       APPROX.10.3 KM 2104005.7 |
 SC2127| RD2087 ISLET 1                             APPROX.10.4 KM 2113224.6 |
 SC2127| SC2129 CALLENDER 1874                      APPROX. 4.0 KM 3565747.5 |
 SC2127|---------------------------------------------------------------------|
 SC2127
 SC2127                          SUPERSEDED SURVEY CONTROL
 SC2127
 SC2127  NAD 83(1986)-  46 01 35.42810(N)    123 55 31.23527(W) AD(       ) 3
 SC2127  NAD 27      -  46 01 36.05952(N)    123 55 26.73755(W) AD(       ) 3
 SC2127
 SC2127.Superseded values are not recommended for survey control.
 SC2127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2127.See file dsdata.txt to determine how the superseded data were derived.
 SC2127
 SC2127_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR2838297408(NAD 83)
 SC2127
 SC2127  HISTORY     - Date     Condition        Report By
 SC2127  HISTORY     - 1874     MONUMENTED       COASUR
 SC2127  HISTORY     - 1934     SEE DESCRIPTION  ORGS
 SC2127
 SC2127                          STATION DESCRIPTION
 SC2127
 SC2127'DESCRIBED BY OREGON GEODETIC SURVEY 1934
 SC2127'THIS STATION IS AT GEARHART, ABOUT 400 FEET E FROM THE SHORE LINE
 SC2127'AND 50 FEET ABOVE HIGH TIDE.  THE STATION IS MARKED BY A DRILL
 SC2127'HOLE IN A BOULDER BURIED 2 FEET.  THE COMPUTED POSITION OF THE
 SC2127'STATION PLACED IT IN THE BLOCK N OF THIRD STREET AND BETWEEN
 SC2127'NEACOXIE BOULEVARD AND MARION AVENUE.  THIS LOCALITY IS BUILT UP
 SC2127'WITH SUMMER HOMES AND IT IS PROBABLE THAT THE STATION HAS BEEN
 SC2127'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB1352 ***********************************************************************
 RB1352  DESIGNATION -  GEER
 RB1352  PID         -  RB1352
 RB1352  STATE/COUNTY-  OR/UMATILLA
 RB1352  USGS QUAD   -  WATERMAN (1966)
 RB1352
 RB1352                         *CURRENT SURVEY CONTROL
 RB1352  ___________________________________________________________________
 RB1352* NAD 83(1991)-  45 55 21.78182(N)    118 34 10.50109(W)     ADJUSTED  
 RB1352* NAVD 88     -       631.5    (meters)    2072.     (feet)  VERTCON   
 RB1352  ___________________________________________________________________
 RB1352  LAPLACE CORR-           3.71  (seconds)                    DEFLEC99
 RB1352  GEOID HEIGHT-         -20.93  (meters)                     GEOID03
 RB1352  HORZ ORDER  -  SECOND
 RB1352
 RB1352.The horizontal coordinates were established by classical geodetic methods
 RB1352.and adjusted by the National Geodetic Survey in October 1991.
 RB1352
 RB1352.The NAVD 88 height was computed by applying the VERTCON shift value to
 RB1352.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RB1352
 RB1352.The Laplace correction was computed from DEFLEC99 derived deflections.
 RB1352
 RB1352.The geoid height was determined by GEOID03.
 RB1352
 RB1352;                    North         East     Units Scale Factor Converg.
 RB1352;SPC OR N     -   252,493.653 2,649,727.420   MT  0.99998127   +1 22 08.5
 RB1352;SPC OR N     -   828,391.25  8,693,331.43   iFT  0.99998127   +1 22 08.5
 RB1352;SPC WA S     -    67,342.535   649,726.670   MT  0.99998093   +1 24 08.1
 RB1352;SPC WA S     -   220,939.63  2,131,644.92   sFT  0.99998093   +1 24 08.1
 RB1352;UTM  11      - 5,086,658.637   378,294.879   MT  0.99978209   -1 07 39.8
 RB1352
 RB1352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RB1352!SPC OR N     -   0.99990428  x   0.99998127  =   0.99988556
 RB1352!SPC WA S     -   0.99990428  x   0.99998093  =   0.99988522
 RB1352!UTM  11      -   0.99990428  x   0.99978209  =   0.99968640
 RB1352
 RB1352:                Primary Azimuth Mark                     Grid Az
 RB1352:SPC OR N     -  WALLA WALLA COUNTY AIRPORT BEACON        048 54 22.9
 RB1352:SPC WA S     -  WALLA WALLA COUNTY AIRPORT BEACON        048 52 23.3
 RB1352:UTM  11      -  WALLA WALLA COUNTY AIRPORT BEACON        051 24 11.2
 RB1352
 RB1352|---------------------------------------------------------------------|
 RB1352| PID    Reference Object                     Distance      Geod. Az  |
 RB1352|                                                           dddmmss.s |
 RB1352| SA1920 WALLA WALLA COUNTY AIRPORT BEACON   APPROX.29.0 KM 0501631.4 |
 RB1352| SA1916 WALLA WALLA RAD STA KTEL MAST       APPROX.23.3 KM 0525636.1 |
 RB1352| RB1351 AIRWAY BN 21 WSW MILTON FREEW       APPROX. 2.7 KM 1942525.2 |
 RB1352| CF5311 GEER RM 2                             9.974 METERS 19832     |
 RB1352| RB1353 DUROC                               APPROX. 4.7 KM 2463121.9 |
 RB1352| CF5310 GEER RM 1                             9.901 METERS 30839     |
 RB1352|---------------------------------------------------------------------|
 RB1352
 RB1352                          SUPERSEDED SURVEY CONTROL
 RB1352
 RB1352  NAD 83(1986)-  45 55 21.78624(N)    118 34 10.49363(W) AD(       ) 2
 RB1352  NAD 27      -  45 55 22.30714(N)    118 34 06.57421(W) AD(       ) 2
 RB1352  NGVD 29 (07/19/86)  630.5    (m)         2069.     (f) VERT ANG    3  
 RB1352
 RB1352.Superseded values are not recommended for survey control.
 RB1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1352.See file dsdata.txt to determine how the superseded data were derived.
 RB1352
 RB1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL7829586659(NAD 83)
 RB1352_MARKER: Z = SEE DESCRIPTION
 RB1352_SETTING: 0 = UNSPECIFIED SETTING
 RB1352
 RB1352  HISTORY     - Date     Condition        Report By
 RB1352  HISTORY     - 1963     MONUMENTED       USGS
 RB1352  HISTORY     - 1972     SEE DESCRIPTION  BPA
 RB1352
 RB1352                          STATION DESCRIPTION
 RB1352
 RB1352'DESCRIBED BY US GEOLOGICAL SURVEY 1963 (JCC)
 RB1352'STATION IS ABOUT 9 MILES WEST OF MILTON FREEWATER, 8-1/2 MILES
 RB1352'NORTHWEST OF ATHENA AND 6-1/2 MILES NORTHEAST OF HELIX, ON TOP OF A
 RB1352'BARE KNOLL IN PASTURE LAND.
 RB1352'
 RB1352'TO REACH THE STATION FROM THE POST OFFICE IN ATHENA, GO WEST
 RB1352'ON THE MAIN STREET FOR 0.15 MILE TO A CROSS STREET.  TURN RIGHT
 RB1352'AND GO NORTH ON PAVED ROAD FOR 0.5 MILE TO A T-ROAD
 RB1352'INTERSECTION.  TURN LEFT AND GO WEST FOR 0.1 MILE TO A FORK.  TAKE
 RB1352'THE RIGHT FORK AND GO NORTH ON PAVED ROAD FOR 3.35 MILES TO THE
 RB1352'END OF THE PAVED ROAD.  CONTINUE NORTHERLY ON GRAVELED ROAD FOR
 RB1352'3.3 MILES TO WHERE THE ROAD TURNS LEFT, WEST.  TURN LEFT AND GO
 RB1352'WEST FOR 1.4 MILES TO A SIDE ROAD RIGHT AT THE WAYLAND SIDING.
 RB1352'TURN RIGHT AND GO NORTH, CROSSING RAILROAD TRACKS FOR 0.6 MILE TO
 RB1352'A FORK AT AN ABANDONED FARM HOUSE.  TAKE THE RIGHT FORK AND
 RB1352'GO EAST ON FIELD ROAD FOR 0.3 MILE TO A TRACK ROAD LEFT.  TURN
 RB1352'LEFT ON TRACK ROAD AND GO NORTH FOR 0.3 MILE TO TRACKS
 RB1352'LEADING ACROSS STUBBLE FIELD.  TURN RIGHT AND GO EAST ACROSS
 RB1352'FIELD FOR 0.2 MILE TO A FENCE LINE.  TURN LEFT AND GO NORTH
 RB1352'ALONG WEST SIDE OF FENCE FOR 0.3 MILE TO A FENCE CORNER.  TURN
 RB1352'RIGHT, PASSING THROUGH OPENING IN FENCE THEN TURN LEFT AND PASS
 RB1352'THROUGH GATE AND GO NORTH ALONG EAST SIDE OF FENCE FOR 0.2 MILE
 RB1352'TO THE STATION.
 RB1352'
 RB1352'STATION MARK IS A USGS ALUMINUM DISK, STAMPED GEER 1960,
 RB1352'CEMENTED IN A DRILL HOLE IN A 1 X 1 FOOT BOULDER FLUSH WITH THE
 RB1352'GROUND SURFACE.  IT IS 12 FEET EAST OF THE NORTH-SOUTH FENCE LINE
 RB1352'AND 7 FEET SOUTH OF A WITNESS POST.
 RB1352'
 RB1352'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GEER NO 1 1963,
 RB1352'BRAZED TO THE TOP OF A 2 INCH IRON PIPE PROJECTING 6 INCHES.  IT
 RB1352'IS 11 FEET WEST OF THE FENCE AND ABOUT THE SAME ELEVATION AS THE
 RB1352'STATION.
 RB1352'
 RB1352'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GEER NO 2 1963,
 RB1352'BRAZED TO THE TOP OF A 2 INCH IRON PIPE PROJECTING 4 INCHES.  IT
 RB1352'IS 6 FEET EAST OF THE FENCE AND ABOUT THE SAME ELEVATION AS THE
 RB1352'STATION.
 RB1352'
 RB1352'TRIANGULATION STATION DUROC WILL SERVE AS AN AZIMUTH MARK.
 RB1352
 RB1352                          STATION RECOVERY (1972)
 RB1352
 RB1352'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1972 (DL)
 RB1352'THE STATION MARK WAS FOUND IN GOOD CONDITION.  THE STATION WAS
 RB1352'FOUND AS DESCRIBED.  THE REFERENCE MARKS WERE NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1913 ***********************************************************************
 QE1913  DESIGNATION -  GEHLAR
 QE1913  PID         -  QE1913
 QE1913  STATE/COUNTY-  OR/POLK
 QE1913  USGS QUAD   -  SALEM WEST (1986)
 QE1913
 QE1913                         *CURRENT SURVEY CONTROL
 QE1913  ___________________________________________________________________
 QE1913* NAD 83(1991)-  44 56 40.30202(N)    123 05 39.86398(W)     ADJUSTED  
 QE1913* NAVD 88     -       168.8    (meters)     554.     (feet)  VERTCON   
 QE1913  ___________________________________________________________________
 QE1913  LAPLACE CORR-          -7.35  (seconds)                    DEFLEC99
 QE1913  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 QE1913  HORZ ORDER  -  SECOND
 QE1913
 QE1913.The horizontal coordinates were established by classical geodetic methods
 QE1913.and adjusted by the National Geodetic Survey in October 1991.
 QE1913
 QE1913.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE1913.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE1913
 QE1913.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE1913
 QE1913.The geoid height was determined by GEOID03.
 QE1913
 QE1913;                    North         East     Units Scale Factor Converg.
 QE1913;SPC OR N     -   145,284.655 2,295,297.171   MT  0.99990220   -1 50 23.7
 QE1913;SPC OR N     -   476,655.69  7,530,502.53   iFT  0.99990220   -1 50 23.7
 QE1913;UTM  10      - 4,976,792.566   492,552.135   MT  0.99960068   -0 04 00.1
 QE1913
 QE1913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE1913!SPC OR N     -   0.99997709  x   0.99990220  =   0.99987929
 QE1913!UTM  10      -   0.99997709  x   0.99960068  =   0.99957778
 QE1913
 QE1913:                Primary Azimuth Mark                     Grid Az
 QE1913:SPC OR N     -  WILLIAM                                  315 33 09.3
 QE1913:UTM  10      -  WILLIAM                                  313 46 45.7
 QE1913
 QE1913|---------------------------------------------------------------------|
 QE1913| PID    Reference Object                     Distance      Geod. Az  |
 QE1913|                                                           dddmmss.s |
 QE1913| QE1922 WILLIAM                             APPROX. 1.3 KM 3134245.6 |
 QE1913|---------------------------------------------------------------------|
 QE1913
 QE1913                          SUPERSEDED SURVEY CONTROL
 QE1913
 QE1913  NAD 83(1986)-  44 56 40.32640(N)    123 05 39.87925(W) AD(       ) 2
 QE1913  NAD 27      -  44 56 40.89685(N)    123 05 35.52761(W) AD(       ) 2
 QE1913  NGVD 29 (07/19/86)  167.8    (m)          551.     (f) VERT ANG    3  
 QE1913
 QE1913.Superseded values are not recommended for survey control.
 QE1913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1913.See file dsdata.txt to determine how the superseded data were derived.
 QE1913
 QE1913_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ9255276793(NAD 83)
 QE1913_MARKER: DD = SURVEY DISK
 QE1913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE1913_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE1913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE1913+STABILITY: SURFACE MOTION
 QE1913
 QE1913  HISTORY     - Date     Condition        Report By
 QE1913  HISTORY     - 1971     MONUMENTED       OR1810
 QE1913
 QE1913                          STATION DESCRIPTION
 QE1913
 QE1913'DESCRIBED BY CITY OF SALEM OREGON 1971 (LGH)
 QE1913'THE STATION IS ABOUT 3 MILES NORTHWEST OF SALEM IN THE SE 1/4 OF
 QE1913'SEC. 19, T7S R3W.
 QE1913'
 QE1913'TO REACH THE STATION FROM THE INTERSECTION OF EDGEWATER STREET
 QE1913'AND WALLACE ROAD, GO SOUTHWESTERLY 0.96 MILE TO THE INTERSECTION
 QE1913'OF EDGEWATER STREET AND EOLA DRIVE, TURN RIGHT ON EOLA DRIVE AND
 QE1913'GO NORTHWESTERLY 1.44 MILES TO THE INTERSECTION OF EOLA DRIVE
 QE1913'AND GEHLAR ROAD, TURN RIGHT AND GO NORTHWESTERLY 0.33 MILE TO
 QE1913'STATION.  STATION IS ON THE SOUTH SIDE OF ROAD ON BANK NEAR
 QE1913'POWER POLE NUMBER 7245.
 QE1913'
 QE1913'THE STATION MARK IS A CITY OF SALEM BRASS DISK STAMPED GEHLAR
 QE1913'1971, SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE POST AND
 QE1913'IS ABOUT LEVEL WITH THE GROUND SURFACE.  THE STATION IS 4 FEET NW
 QE1913'OF POWER POLE NUMBER 7245 AND 3.5 FEET NW OF A METAL WITNESS
 QE1913'POST.  THE UNDERGROUND MARK IS AN ALUMINUM CAP ON AN IRON ROD SET
 QE1913'IN A 6 INCH CYLINDRICAL CONCRETE POST ABOUT 36 INCHES BELOW THE
 QE1913'GROUND SURFACE.
 QE1913'
 QE1913'HEIGHT OF LIGHT ABOVE STATION MARK 1.62 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1710 ***********************************************************************
 QD1710  DESIGNATION -  GENEVA
 QD1710  PID         -  QD1710
 QD1710  STATE/COUNTY-  OR/JEFFERSON
 QD1710  USGS QUAD   -  STEELHEAD FALLS (1992)
 QD1710
 QD1710                         *CURRENT SURVEY CONTROL
 QD1710  ___________________________________________________________________
 QD1710* NAD 83(1991)-  44 28 32.92531(N)    121 19 43.23758(W)     ADJUSTED  
 QD1710* NAVD 88     -       850.0    (meters)    2789.     (feet)  VERTCON   
 QD1710  ___________________________________________________________________
 QD1710  LAPLACE CORR-           3.30  (seconds)                    DEFLEC99
 QD1710  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 QD1710  HORZ ORDER  -  SECOND
 QD1710
 QD1710.The horizontal coordinates were established by classical geodetic methods
 QD1710.and adjusted by the National Geodetic Survey in October 1991.
 QD1710
 QD1710.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1710.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1710
 QD1710.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1710
 QD1710.The geoid height was determined by GEOID03.
 QD1710
 QD1710;                    North         East     Units Scale Factor Converg.
 QD1710;SPC OR N     -    90,252.848 2,434,071.753   MT  0.99996717   -0 35 15.7
 QD1710;SPC OR N     -   296,105.14  7,985,799.71   iFT  0.99996717   -0 35 15.7
 QD1710;SPC OR S     -   312,404.552 1,434,059.230   MT  1.00015588   -0 34 01.0
 QD1710;SPC OR S     - 1,024,949.32  4,704,918.73   iFT  1.00015588   -0 34 01.0
 QD1710;UTM  10      - 4,926,080.949   632,921.704   MT  0.99981728   +1 10 16.0
 QD1710
 QD1710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1710!SPC OR N     -   0.99987010  x   0.99996717  =   0.99983728
 QD1710!SPC OR S     -   0.99987010  x   1.00015588  =   1.00002596
 QD1710!UTM  10      -   0.99987010  x   0.99981728  =   0.99968741
 QD1710
 QD1710:                Primary Azimuth Mark                     Grid Az
 QD1710:SPC OR N     -  CULVER MADRAS N STANDPIPE                086 10 22.8
 QD1710:SPC OR S     -  CULVER MADRAS N STANDPIPE                086 09 08.1
 QD1710:UTM  10      -  CULVER MADRAS N STANDPIPE                084 24 51.1
 QD1710
 QD1710|---------------------------------------------------------------------|
 QD1710| PID    Reference Object                     Distance      Geod. Az  |
 QD1710|                                                           dddmmss.s |
 QD1710| QD1716 CULVER MADRAS N STANDPIPE           APPROX. 3.8 KM 0853507.1 |
 QD1710| QD1715 CULVER MADRAS S STANDPIPE           APPROX. 3.8 KM 0860351.1 |
 QD1710| QD1712 SQUAW MOUTH                         APPROX. 2.0 KM 2072446.3 |
 QD1710| CF3529 GENEVA RM 2                           5.785 METERS 24943     |
 QD1710| CF3528 GENEVA RM 1                           5.172 METERS 35731     |
 QD1710|---------------------------------------------------------------------|
 QD1710
 QD1710                          SUPERSEDED SURVEY CONTROL
 QD1710
 QD1710  NAD 83(1986)-  44 28 32.93335(N)    121 19 43.23770(W) AD(       ) 2
 QD1710  NAD 27      -  44 28 33.50900(N)    121 19 39.07700(W) AD(       ) 2
 QD1710  NGVD 29 (07/19/86)  848.9    (m)         2785.     (f) VERT ANG    3  
 QD1710
 QD1710.Superseded values are not recommended for survey control.
 QD1710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1710.See file dsdata.txt to determine how the superseded data were derived.
 QD1710
 QD1710_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ3292226081(NAD 83)
 QD1710_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QD1710_SETTING: 66 = SET IN ROCK OUTCROP
 QD1710
 QD1710  HISTORY     - Date     Condition        Report By
 QD1710  HISTORY     - 1946     MONUMENTED       CGS
 QD1710  HISTORY     - 1974     SEE DESCRIPTION  NGS
 QD1710
 QD1710                          STATION DESCRIPTION
 QD1710
 QD1710'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 QD1710'THE STATION IS LOCATED ABOUT 17 MILES, AIRLINE, NORTH NORTHWEST OF
 QD1710'REDMOND, 3 MILES EAST OF THE ABANDONED COMMUNITY OF GENEVA ON
 QD1710'THE WEST RIM OF THE DESCHUTES RIVER CANYON AT A POINT ABOUT 1 MILE
 QD1710'NORTH OF THE MOUTH OF SQUAW CREEK.  IT IS 12 FEET NORTHWEST OF
 QD1710'THE CANYON RIM.  IT IS A STANDARD DISK, STAMPED GENEVA 1946, SET
 QD1710'IN A DRILL HOLE IN OUTCROPPING BEDROCK PROJECTING 4 INCHES ABOVE
 QD1710'THE SURFACE OF THE GROUND.
 QD1710'
 QD1710'REFERENCE MARK NO. 1 IS NORTH OF THE STATION AND 30 FEET NORTH
 QD1710'OF THE CANYON RIM.  IT IS A STANDARD DISK, STAMPED GENEVA NO 1
 QD1710'1946, SET IN A DRILL HOLE IN A BOULDER 2X1 FEET PROJECTING 1 FOOT.
 QD1710'
 QD1710'REFERENCE MARK NO. 2 IS WEST SOUTHWEST OF THE STATION AND 12 FEET
 QD1710'NORTHWEST OF THE EDGE OF THE CANYON RIM.  IT IS A STANDARD DISK,
 QD1710'STAMPED GENEVA NO 2 1946, SET IN DRILL HOLE IN A BOULDER 2X2 FEET
 QD1710'PROJECTING 1 FOOT.
 QD1710'
 QD1710'TRIANGULATION STATION SQUAW MOUTH WAS USED FOR THE AZIMUTH.  IT IS
 QD1710'ABOUT 8 MILES AIRLINE, SOUTHWEST OF CULVER ON THE SUMMIT OF THE RIM
 QD1710'WEST OF THE DESCHUTES RIVER OPPOSITE THE JUNCTION OF SQUAW CREEK
 QD1710'AND THE DESCHUTES RIVER.  IT IS 5.4 METERS EAST OF A LONE JUNIPER
 QD1710'TREE AND 8 FEET WEST OF THE EAST EDGE OF THE RIM.  IT IS A
 QD1710'STANDARD DISK, STAMPED SQUAW MOUTH 1946, SET IN A DRILL HOLE IN A
 QD1710'BOULDER 4 X 4 FEET PROJECTING 1 FOOT.
 QD1710'
 QD1710'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 97
 QD1710'AND STATE HIGHWAY 28 AT THE SOUTH EDGE OF REDMOND, GO WEST ON STATE
 QD1710'HIGHWAY 28 FOR 8.7 MILES TO A T ROAD AND A SIGN LOWER BRIDGE
 QD1710'6.  TURN RIGHT, NORTH, AND GO 4.2 MILES TO A FORKS, TAKE LEFT FORK
 QD1710'AS PER SIGN GRANDVIEW AND GO 3.05 MILES TO THE LOWER BRIDGE
 QD1710'SCHOOL.  HERE CONTINUE STRAIGHT AHEAD FOR 1.55 MILES TO A
 QD1710'FORKS.  TAKE RIGHT FORK AND GO 1 MILE TO A FORKS, TAKE LEFT
 QD1710'FORK AND GO 1.45 MILES, TURN LEFT, WEST AS PER SIGN GRANDVIEW
 QD1710'17 FOR 3.2 MILES TO THE BRIDGE OVER SQUAW CREEK.  CONTINUE UP
 QD1710'GRADE FOR 1.4 MILES TO A DIM ROAD RIGHT AT THE SUMMIT.* KEEP
 QD1710'STRAIGHT AHEAD ON MAIN ROAD FOR 1.3 MILES TO A FORKS, KEEP
 QD1710'RIGHT FORK AND GO 2.0 MILES TO A T ROAD RIGHT AT AN OLD
 QD1710'DESERTED SCHOOL HOUSE ON THE RIGHT.  TURN RIGHT, EAST AND GO
 QD1710'1.75 MILES TO A T ROAD LEFT.  KEEP STRAIGHT AHEAD FOR
 QD1710'1.25 MILES TO THE END OF THE ROAD.  FROM HERE GO CROSS
 QD1710'COUNTRY FOR 0.15 MILE TO THE STATION AS DESCRIBED.
 QD1710'
 QD1710'*TO REACH THE AZIMUTH MARK FROM THIS POINT, TAKE DIM ROAD RIGHT
 QD1710'AND GO 0.8 MILE TO THE END OF TRUCK TRAVEL.  FROM HERE PACK
 QD1710'EASTERLY FOR ABOUT 0.5 MILE TO THE STATION AS DESCRIBED.
 QD1710
 QD1710                          STATION RECOVERY (1974)
 QD1710
 QD1710'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 QD1710'THE STATION MARK, AND BOTH REFERENCE MARKS WAS RECOVERED IN GOOD
 QD1710'CONDITION.  THE ORIGINAL TO REACH IS OBSOLETE.  A NEW TO REACH
 QD1710'FOLLOWS.
 QD1710'
 QD1710'THE STATION IS IN THE NORTHWEST 1/4 SECTION 5, RANGE 12 S,
 QD1710'TOWNSHIP 12 S ON GOVERNMENT OWNED LAND.
 QD1710'
 QD1710'TO REACH THE STATION FROM THE CULVER POST OFFICE, GO WEST ON C
 QD1710'STREET FOR 1.0 MILE TO A T INTERSECTION, TURN RIGHT, AND GO NORTH
 QD1710'ON FEATHER DRIVE FOR 0.9 MILE TO A SIDE ROAD LEFT, TURN LEFT, AND
 QD1710'GO WEST, AND NORTH ON THE MACADAM ROAD FOR 1.0 MILE TO A SIDE ROAD
 QD1710'LEFT, AT A TEXACO SERVICE STATION, AND STORE, TURN LEFT, AND GO
 QD1710'WEST, AND NORTHWEST ON JORDAN ROAD FOR 4.1 MILES TO A SIDE ROAD
 QD1710'LEFT, JUST BEFORE REACHING A BOAT LAUNCHING AREA, AND PICNIC
 QD1710'AREA, TURN LEFT, AND GO SOUTHWEST ALONG THE RIVER FOR 2.1 MILES
 QD1710'TO THE BRIDGE OVER CROOKED RIVER, CROSS THE BRIDGE, AND
 QD1710'CONTINUE WESTERLY ON THE MAIN TRAVELED ROAD FOR 3.1 MILES TO THE
 QD1710'BRIDGE OVER THE DESCHUTES RIVER.  CROSS THE RIVER, AND FOLLOW
 QD1710'THE MAIN TRAVELED ROAD WEST, NORTH, AND WEST FOR 3.5 MILES TO
 QD1710'WHERE THE MAIN ROAD TURNS NORTH, CONTINUE STRAIGHT AHEAD ON
 QD1710'THE GRAVELED ROAD, FOLLOWING THE SIGNS TOWARDS SISTERS, AND SQUAW
 QD1710'FLATS WEST, AND SOUTH, AND WEST, AND SOUTH FOR 6.1 MILES TO A
 QD1710'GATE, AND SIDE ROAD LEFT AT THE SIGN, DESCHUTES RIVER VIEWPOINT,
 QD1710'TURN LEFT, AS PER SIGN, AND GO EAST ON FOREST SERVICE ROAD 1399 FOR
 QD1710'3.1 MILES TO THE VIEWPOINT, AT THE END OF THE ROAD, AND THE END
 QD1710'OF TRUCK TRAVEL.  PACK NORTHEAST ALONG THE EDGE OF THE RIM FOR 0.2
 QD1710'MILE TO THE STATION.  THERE WAS NO AZIMUTH MARK ESTABLISHED
 QD1710'FOR THIS STATION.
 QD1710'
 QD1710'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QD1710'6 MILES SOUTHWEST OF CULVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0746 ***********************************************************************
 PA0746  FBN         -  This is a Federal Base Network Control Station.
 PA0746  DESIGNATION -  GENT
 PA0746  PID         -  PA0746
 PA0746  STATE/COUNTY-  OR/MALHEUR
 PA0746  USGS QUAD   -  JUNTURA (1978)
 PA0746
 PA0746                         *CURRENT SURVEY CONTROL
 PA0746  ___________________________________________________________________
 PA0746* NAD 83(2007)-  43 44 37.58806(N)    118 04 38.49877(W)     ADJUSTED  
 PA0746* NAVD 88     -       901.06   (meters)    2956.2    (feet)  N HEIGHT  
 PA0746  ___________________________________________________________________
 PA0746  EPOCH DATE  -        2007.00
 PA0746  X           -  -2,172,508.607 (meters)                     COMP
 PA0746  Y           -  -4,072,619.270 (meters)                     COMP
 PA0746  Z           -   4,388,178.860 (meters)                     COMP
 PA0746  LAPLACE CORR-           4.11  (seconds)                    DEFLEC99
 PA0746  ELLIP HEIGHT-         882.793 (meters)          (02/10/07) ADJUSTED
 PA0746  GEOID HEIGHT-         -18.25  (meters)                     GEOID03
 PA0746  DYNAMIC HT  -         900.70  (meters)    2955.0   (feet)  COMP
 PA0746
 PA0746  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 PA0746  Type    PID    Designation                      North   East  Ellip
 PA0746  -------------------------------------------------------------------
 PA0746  NETWORK PA0746 GENT                              0.47   0.47   1.22
 PA0746  -------------------------------------------------------------------
 PA0746  MODELED GRAV-     980,182.9   (mgal)                       NAVD 88
 PA0746
 PA0746  VERT ORDER  -  THIRD
 PA0746
 PA0746.The horizontal coordinates were established by GPS observations
 PA0746.and adjusted by the National Geodetic Survey in February 2007.
 PA0746
 PA0746.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 PA0746.See www.ngs.noaa.gov/NationalReadjustment for more information.
 PA0746.The horizontal coordinates are valid at the epoch date displayed above.
 PA0746.The epoch date for horizontal control is a decimal equivalence
 PA0746.of Year/Month/Day.
 PA0746
 PA0746.The orthometric height was determined by differential leveling
 PA0746.and adjusted in April 1995.
 PA0746.The height was determined by precise leveling from only one NSRS
 PA0746.bench mark.  This was not adequate "tie leveling" to NSRS and was
 PA0746.allowed ONLY to validate the GPS-derived height.
 PA0746
 PA0746.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PA0746
 PA0746.The Laplace correction was computed from DEFLEC99 derived deflections.
 PA0746
 PA0746.The ellipsoidal height was determined by GPS observations
 PA0746.and is referenced to NAD 83.
 PA0746
 PA0746.The geoid height was determined by GEOID03.
 PA0746
 PA0746.The dynamic height is computed by dividing the NAVD 88
 PA0746.geopotential number by the normal gravity value computed on the
 PA0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0746.degrees latitude (g = 980.6199 gals.).
 PA0746
 PA0746.The modeled gravity was interpolated from observed gravity values.
 PA0746
 PA0746;                    North         East     Units Scale Factor Converg.
 PA0746;SPC OR S     -   233,557.569 1,695,106.982   MT  0.99994497   +1 39 26.8
 PA0746;SPC OR S     -   766,264.99  5,561,374.61   iFT  0.99994497   +1 39 26.8
 PA0746;UTM  11      - 4,843,979.028   413,252.472   MT  0.99969256   -0 44 41.9
 PA0746
 PA0746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PA0746!SPC OR S     -   0.99986159  x   0.99994497  =   0.99980657
 PA0746!UTM  11      -   0.99986159  x   0.99969256  =   0.99955419
 PA0746
 PA0746                          SUPERSEDED SURVEY CONTROL
 PA0746
 PA0746  NAD 83(1998)-  43 44 37.58766(N)    118 04 38.49777(W) AD(       ) A
 PA0746  ELLIP H (04/24/00)  882.792  (m)                       GP(       ) 3 1
 PA0746  NAD 83(1991)-  43 44 37.58572(N)    118 04 38.49578(W) AD(       ) B
 PA0746  ELLIP H (02/25/91)  882.928  (m)                       GP(       ) 4 1
 PA0746  NAVD 88 (10/13/99)  901.06   (m)         2956.2    (f) LEVELING    3  
 PA0746  NGVD 29 (??/??/??)  899.97   (m)         2952.7    (f) N HEIGHT    3  
 PA0746
 PA0746.Superseded values are not recommended for survey control.
 PA0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0746.See file dsdata.txt to determine how the superseded data were derived.
 PA0746
 PA0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ1325243979(NAD 83)
 PA0746_MARKER: DD = SURVEY DISK
 PA0746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0746_SP_SET: CONCRETE POST
 PA0746_STAMPING: GENT 1989
 PA0746_MARK LOGO: ORDT  
 PA0746_MAGNETIC: N = NO MAGNETIC MATERIAL
 PA0746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0746+STABILITY: SURFACE MOTION
 PA0746_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PA0746+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2005
 PA0746
 PA0746  HISTORY     - Date     Condition        Report By
 PA0746  HISTORY     - 1989     MONUMENTED       NGS
 PA0746  HISTORY     - 19920226 GOOD             NGS
 PA0746  HISTORY     - 19980427 GOOD             OR-045
 PA0746  HISTORY     - 20010301 GOOD             ORDT
 PA0746  HISTORY     - 20050419 GOOD             ORBITE
 PA0746
 PA0746                          STATION DESCRIPTION
 PA0746
 PA0746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 PA0746'THE STATION IS LOCATED IN JUNTURA ON PROPERTY OWNED BY ORDOT.
 PA0746'TO REACH THE STATION FROM THE POST OFFICE IN JUNTURA GO EAST ON GRAVEL
 PA0746'ROAD 0.08 KM (0.05 MI) TO THE MARK ON THE LEFT.
 PA0746'THE STATION IS 31.8 M (104.3 FT) NORTH OF THE CENTERLINE OF A GRAVEL
 PA0746'ROAD, 25.4 M (83.3 FT) WEST OF A NORTH-SOUTH GRAVEL ROAD, 24.7 M
 PA0746'(81.0 FT) FROM A POWER POLE NUMBER 05 MOSE 1985, 2.9 M (9.5 FT) EAST
 PA0746'OF THE SE CORNER OF A PUMP HOUSE, AND 1.2 M (3.9 FT) SOUTH OF A
 PA0746'WITNESS POST.
 PA0746'DESCRIBED BY L.L. RIGGERS.
 PA0746
 PA0746                          STATION RECOVERY (1992)
 PA0746
 PA0746'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (LLR)
 PA0746'RECOVERED AS DESCRIBED.
 PA0746
 PA0746                          STATION RECOVERY (1998)
 PA0746
 PA0746'RECOVERY NOTE BY MALHEUR COUNTY OREGON 1998 (JK)
 PA0746'THE STATION IS LOCATED IN THE EAST EDGE OF JUNTURA, IN THE SOUTHEAST
 PA0746'CORNER OF A LARGE GRASSY TRIANGULAR SHAPED FIELD SOUTH OF U.S. HIGHWAY
 PA0746'20.  OWNERSHIP--OREGON STATE DEPARTMENT OF TRANSPORTATION. TO REACH
 PA0746'THE STATION FROM THE POST OFFICE IN JUNTURA, ABOUT 0.08 KM (0.05 MI)
 PA0746'SOUTHEAST ON FOURTH STREET FROM U.S. HIGHWAY 20, GO SOUTHEAST ON
 PA0746'GRAVEL ROAD (FOURTH STREET) FOR 0.08 KM (0.05 MI) TO THE STATION ON
 PA0746'THE LEFT JUST BEFORE REACHING DRAKE STREET.  THE STATION IS AN OREGON
 PA0746'PRIMARY GPS STATION DISK SET IN TOP OF A 30 CM ROUND CONCRETE MONUMENT
 PA0746'RECESSED 1 CM BELOW GROUND.  IT IS 32.7 M (107.3 FT) NORTHEAST FROM
 PA0746'THE CENTER OF A GRAVEL ROAD (FOURTH STREET) , 25.8 M (84.6 FT)
 PA0746'NORTHWEST FROM A GRAVEL ROAD (DRAKE STREET), 24.7 M (81.0 FT)
 PA0746'NORTHEAST FROM A POWER POLE NUMBER 05 MOSE 1985, 2.9 M (9.5 FT)
 PA0746'SOUTHEAST FROM THE SOUTHEAST CORNER OF A PUMP HOUSE, AND 1.1 M (3.6
 PA0746'FT) SOUTH FROM A WITNESS POST.
 PA0746
 PA0746                          STATION RECOVERY (2001)
 PA0746
 PA0746'RECOVERY NOTE BY OREGON DEPARTMENT OF TRANSPORTATION 2001 (MAS)
 PA0746'RECOVERED IN GOOD CONDITION.
 PA0746
 PA0746                          STATION RECOVERY (2005)
 PA0746
 PA0746'RECOVERY NOTE BY ORBITECH INC 2005 (SHG)
 PA0746'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2703 ***********************************************************************
 RD2703  DESIGNATION -  GEORGE
 RD2703  PID         -  RD2703
 RD2703  STATE/COUNTY-  OR/MARION
 RD2703  USGS QUAD   -  ST PAUL (1985)
 RD2703
 RD2703                         *CURRENT SURVEY CONTROL
 RD2703  ___________________________________________________________________
 RD2703* NAD 83(1991)-  45 08 36.90600(N)    122 55 48.34180(W)     ADJUSTED  
 RD2703* NAVD 88     -        55.     (meters)     180.     (feet)  VERTCON   
 RD2703  ___________________________________________________________________
 RD2703  LAPLACE CORR-          -3.56  (seconds)                    DEFLEC99
 RD2703  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 RD2703  HORZ ORDER  -  SECOND
 RD2703
 RD2703.The horizontal coordinates were established by classical geodetic methods
 RD2703.and adjusted by the National Geodetic Survey in October 1991.
 RD2703
 RD2703.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD2703.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD2703
 RD2703.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2703
 RD2703.The geoid height was determined by GEOID03.
 RD2703
 RD2703;                    North         East     Units Scale Factor Converg.
 RD2703;SPC OR N     -   166,990.929 2,308,922.811   MT  0.99989468   -1 43 24.2
 RD2703;SPC OR N     -   547,870.50  7,575,206.07   iFT  0.99989468   -1 43 24.2
 RD2703;UTM  10      - 4,998,903.452   505,495.809   MT  0.99960037   +0 02 58.4
 RD2703
 RD2703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2703!SPC OR N     -   0.99999497  x   0.99989468  =   0.99988965
 RD2703!UTM  10      -   0.99999497  x   0.99960037  =   0.99959534
 RD2703
 RD2703:                Primary Azimuth Mark                     Grid Az
 RD2703:SPC OR N     -  CRATE                                    093 57 27.1
 RD2703:UTM  10      -  CRATE                                    092 11 04.5
 RD2703
 RD2703|---------------------------------------------------------------------|
 RD2703| PID    Reference Object                     Distance      Geod. Az  |
 RD2703|                                                           dddmmss.s |
 RD2703| CE2461 CRATE                                              0921402.9 |
 RD2703|---------------------------------------------------------------------|
 RD2703
 RD2703                          SUPERSEDED SURVEY CONTROL
 RD2703
 RD2703  NAD 83(1986)-  45 08 36.92963(N)    122 55 48.35196(W) AD(       ) 2
 RD2703  NAD 27      -  45 08 37.50038(N)    122 55 44.00346(W) AD(       ) 2
 RD2703  NGVD 29 (07/19/86)   54.     (m)          177.     (f) VERT ANG    3  
 RD2703
 RD2703.Superseded values are not recommended for survey control.
 RD2703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2703.See file dsdata.txt to determine how the superseded data were derived.
 RD2703
 RD2703_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ0549698903(NAD 83)
 RD2703_MARKER: DD = SURVEY DISK
 RD2703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD2703_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RD2703
 RD2703  HISTORY     - Date     Condition        Report By
 RD2703  HISTORY     - 1972     MONUMENTED       OR-047
 RD2703
 RD2703                          STATION DESCRIPTION
 RD2703
 RD2703'DESCRIBED BY MARION COUNTY OREGON 1972 (ADG)
 RD2703'THE STATION IS LOCATED ABOUT 1.65 MILES NORTHEAST OF THE VILLAGE
 RD2703'OF ST. LOUIS ON MARKET ROAD NO. 71 AND BEING SITUATED IN THE
 RD2703'N.E. 1/4 OF THE N.E. 1/4 OF SECTION 16, TOWNSHIP 5 SOUTH, RANGE
 RD2703'2 WEST, WILLAMETTE MERIDIAN, MARION COUNTY, OREGON.
 RD2703'
 RD2703'TO REACH THE STATION FROM THE WOODBURN INTERCHANGE (1-5 FREEWAY)
 RD2703'GO WESTERLY ON STATE HIGHWAY NO. 214 FOR A DISTANCE OF 2.25
 RD2703'MILES TO MARKET ROAD NO. 71 ON THE LEFT, GO LEFT (SOUTH) FOR 1.3
 RD2703'MILES, TURN RIGHT (WEST) STILL ON MARKET ROAD NO. 71 AND GO A
 RD2703'DISTANCE OF 0.45 MILE TO STATION MARK AT THE BEGINNING OF A CURVE
 RD2703'TO THE LEFT.  POINT IS IN THE MIDDLE OF THE PAVEMENT.
 RD2703'
 RD2703'THE STATION MARK IS A MARION COUNTY BRASS DISK STAMPED MARION
 RD2703'COUNTY.  T 5 S, R 2 W.  P.T. 83 + 73.0, SET IN THE TOP OF A 8
 RD2703'INCH CYLINDRICAL CONCRETE POST AND 7 INCHES BELOW THE SURFACE OF
 RD2703'THE BLACKTOP PAVEMENT.  A MARION COUNTY CAST IRON BOX ENCASES THE
 RD2703'TOP OF THE CONCRETE POST AND HAS A METAL COVER EMBOSSED WITH THE
 RD2703'WORDS MARION COUNTY MONUMENT.  THERE IS NO UNDERGROUND STATION
 RD2703'MARK FOR THIS STATION.
 RD2703'
 RD2703'AZIMUTH MARK IS STATION CRATE WHICH IS 0.45 MILE EAST OF STATION
 RD2703'GEORGE AND APPEARS, TO THE EYE, TO BE THE POINT OF INTERSECTION
 RD2703'(P.I.) OF SAID ROAD AT THIS POINT BY LOOKING DOWN THE CENTERLINE
 RD2703'STRIPES.  NO OTHER DISTINGUISHING OBJECTS AT THIS POINT.  POINT
 RD2703'IS ALSO THE S.E. CORNER OF THE ETIENNE GREGOIRE DONATION LAND
 RD2703'CLAIM NO. 79.  THE AZIMUTH MARK IS A MARION COUNTY BRASS DISK
 RD2703'STAMPED MARION COUNTY.  T 5 S, R 2 W.  S.E. COR. CL. 79, SET IN
 RD2703'THE TOP OF A 6 INCH CYLINDRICAL CONCRETE POST AND 7 INCHES
 RD2703'ABOVE THE GROUND WITH A WRINKLED TIN GUARD POST BESIDE.  THERE
 RD2703'IS NO UNDERGROUND STATION MARK FOR THIS AZIMUTH STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2161 ***********************************************************************
 RC2161  DESIGNATION -  GEORGE
 RC2161  PID         -  RC2161
 RC2161  STATE/COUNTY-  OR/HOOD RIVER
 RC2161  USGS QUAD   -  WHITE SALMON (1994)
 RC2161
 RC2161                         *CURRENT SURVEY CONTROL
 RC2161  ___________________________________________________________________
 RC2161* NAD 83(1991)-  45 42 20.70780(N)    121 29 26.15444(W)     ADJUSTED  
 RC2161* NAVD 88     -       156.     (meters)     512.     (feet)  SCALED    
 RC2161  ___________________________________________________________________
 RC2161  LAPLACE CORR-           3.63  (seconds)                    DEFLEC99
 RC2161  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 RC2161  HORZ ORDER  -  THIRD
 RC2161
 RC2161.The horizontal coordinates were established by classical geodetic methods
 RC2161.and adjusted by the National Geodetic Survey in October 1991.
 RC2161
 RC2161.The orthometric height was scaled from a topographic map.
 RC2161
 RC2161.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2161
 RC2161.The geoid height was determined by GEOID03.
 RC2161
 RC2161;                    North         East     Units Scale Factor Converg.
 RC2161;SPC OR N     -   227,063.499 2,422,865.915   MT  0.99993850   -0 42 09.1
 RC2161;SPC OR N     -   744,958.99  7,949,035.15   iFT  0.99993850   -0 42 09.1
 RC2161;SPC WA S     -    41,879.380   422,858.846   MT  1.00003136   -0 43 10.4
 RC2161;SPC WA S     -   137,399.27  1,387,329.40   sFT  1.00003136   -0 43 10.4
 RC2161;UTM  10      - 5,062,463.252   617,494.126   MT  0.99976972   +1 04 49.8
 RC2161
 RC2161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2161!SPC OR N     -   0.99997891  x   0.99993850  =   0.99991741
 RC2161!SPC WA S     -   0.99997891  x   1.00003136  =   1.00001027
 RC2161!UTM  10      -   0.99997891  x   0.99976972  =   0.99974863
 RC2161
 RC2161:                Primary Azimuth Mark                     Grid Az
 RC2161:SPC OR N     -  WHITE SALMON CH SPIRE CROSS              002 12 48.2
 RC2161:SPC WA S     -  WHITE SALMON CH SPIRE CROSS              002 13 49.5
 RC2161:UTM  10      -  WHITE SALMON CH SPIRE CROSS              000 25 49.3
 RC2161
 RC2161|---------------------------------------------------------------------|
 RC2161| PID    Reference Object                     Distance      Geod. Az  |
 RC2161|                                                           dddmmss.s |
 RC2161| RC2168 WHITE SALMON CH SPIRE CROSS         APPROX. 2.7 KM 0013039.1 |
 RC2161| RC2174 WHITE SALMON SCHOOL YELLOW CUP      APPROX. 2.6 KM 0045955.4 |
 RC2161| RC2183 BINGEN TALLEST SAWMILL STACK        APPROX. 1.8 KM 0525138.9 |
 RC2161| RC2162 BINGEN SHELL OIL GASOLINE TANK      APPROX. 2.1 KM 0631406.0 |
 RC2161| RC2152 BINGEN UNION OIL S OF 4 GAS TK      APPROX. 2.2 KM 0644808.9 |
 RC2161| RC2153 BINGEN SCHOOL FLAGPOLE              APPROX. 2.4 KM 0671049.3 |
 RC2161| CF3531 GEORGE RM 2                           4.412 METERS 07743     |
 RC2161| RC2172 SMALL POWERLINE TOWER APEX          APPROX. 1.9 KM 0780444.3 |
 RC2161| RC2187 NORTH POWERLINE TOWER APEX          APPROX. 1.7 KM 0805429.6 |
 RC2161| RC2179 SOUTH POWERLINE TOWER APEX          APPROX. 1.2 KM 0950214.2 |
 RC2161| CF3532 GEORGE RM 3                          10.717 METERS 15257     |
 RC2161| CF3533 GEORGE RM 4                           9.199 METERS 26026     |
 RC2161| RC2273 HOOD RIVER CHURCH SPIRE CROSS       APPROX. 2.1 KM 2690821.2 |
 RC2161| CF3530 GEORGE RM 1                           5.375 METERS 28334     |
 RC2161| RC2271 HOOD RIVER UPRR STA RIV GABLE       APPROX. 1.7 KM 2855005.0 |
 RC2161| RC2270 HOOD RIVER SHELL BLDG E GABLE       APPROX. 2.6 KM 2862447.8 |
 RC2161| RC1680 BREAK                               APPROX. 2.8 KM 2870456.6 |
 RC2161|---------------------------------------------------------------------|
 RC2161
 RC2161                          SUPERSEDED SURVEY CONTROL
 RC2161
 RC2161  NAD 83(1986)-  45 42 20.72153(N)    121 29 26.15631(W) AD(       ) 3
 RC2161  NAD 27      -  45 42 21.29200(N)    121 29 21.89700(W) AD(       ) 3
 RC2161
 RC2161.Superseded values are not recommended for survey control.
 RC2161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2161.See file dsdata.txt to determine how the superseded data were derived.
 RC2161
 RC2161_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR1749462463(NAD 83)
 RC2161_MARKER: Z = SEE DESCRIPTION
 RC2161_SETTING: 0 = UNSPECIFIED SETTING
 RC2161
 RC2161  HISTORY     - Date     Condition        Report By
 RC2161  HISTORY     - 1939     MONUMENTED       CGS
 RC2161  HISTORY     - 1948     SEE DESCRIPTION  CGS
 RC2161  HISTORY     - 1973     SEE DESCRIPTION  NGS
 RC2161
 RC2161                          STATION DESCRIPTION
 RC2161
 RC2161'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (WMS)
 RC2161'STATION IS ON THE S BANK OF THE COLUMBIA RIVER, ABOUT 1 MILE E OF
 RC2161'HOOD RIVER, OREGON, ON A BARE, ROUNDED KNOLL, THE WESTERLY OF
 RC2161'TWO SIMILAR KNOLLS.  THE TWO KNOLLS ARE APPROXIMATELY OF EQUAL
 RC2161'ELEVATION AND CONNECTED BY A SADDLE, ELEVATION OF TOP OF SADDLE
 RC2161'ABOUT 10 FEET LOWER THAN KNOLLS.
 RC2161'
 RC2161'STATION IS MARKED AS FOLLOWS--SURFACE, STANDARD DISK IN TOP OF
 RC2161'4-INCH CAST-IRON SOIL PIPE.  SUBSURFACE, STANDARD DISK IN TOP OF
 RC2161'1-FOOT SECTION OF 4-INCH CAST-IRON SOIL PIPE, BURIED 3 FEET.  AND
 RC2161'TWO REFERENCE MARKS, STANDARD DISKS IN TOP OF 4-INCH CAST-IRON
 RC2161'SOIL PIPE.
 RC2161'
 RC2161'STATION IS REACHED AS FOLLOWS--FROM HOOD RIVER, OREGON, GO E ON
 RC2161'U.S. HIGHWAY 30, TO TOP OF LOOPS AND TAKE FIRST DIRT ROAD LEADING
 RC2161'TO LEFT (ABOUT 1 MILE FROM HOOD RIVER BRIDGE).  CONTINUE ON DIRT
 RC2161'ROAD PAST FOX FARM AND BEND RIGHT FOR A DISTANCE OF 0.3 MILE FROM
 RC2161'U.S. HIGHWAY 30 AND THEN LEAVE ROAD, TURNING RIGHT AND GO TO TOP
 RC2161'OF KNOLL AND STATION.
 RC2161
 RC2161                          STATION RECOVERY (1948)
 RC2161
 RC2161'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (WHB)
 RC2161'ALL SURFACE MARKS WERE IN GOOD CONDITION.
 RC2161'
 RC2161'STATION IS ON THE S BANK OF THE COLUMBIA RIVER, APPROXIMATELY
 RC2161'ONE MILE E OF HOOD RIVER, ON THE W OF TWO SIMILAR, BARE, ROUNDED
 RC2161'KNOLLS WHICH ARE APPROXIMATELY EQUAL IN ELEVATION AND CONNECTED
 RC2161'BY A SADDLE 10 FEET LOWER THAN THE KNOLLS, 210 METERS SE OF AERO
 RC2161'BEACON 6-A.
 RC2161'
 RC2161'ALL SURFACE MARKS, STANDARD BRASS DISKS STAMPED GEORGE 1939 WITH
 RC2161'NAMING NUMERALS ON REFERENCE MARKS, ARE SET IN CONCRETE IN TOPS
 RC2161'OF 4-INCH CAST IRON SOIL PIPES PROJECTING ABOUT 4 INCHES ABOVE
 RC2161'THE SURFACE OF THE GROUND.  UNDERGROUND MARK IS A BRONZE DISK
 RC2161'SET IN CONCRETE IN A 1-FOOT SECTION OF 4-INCH CAST IRON SOIL
 RC2161'PIPE, 3 FEET BELOW THE SURFACE OF THE GROUND.
 RC2161'
 RC2161'R.M. 1 IS NW AND R.M. 2 IS ENE OF THE STATION.
 RC2161'
 RC2161'TO REACH STATION FROM HOOD RIVER, GO E ON U.S. HIGHWAY 30.  AFTER
 RC2161'PASSING SWITCHBACKS, TAKE FIRST GRAVELED ROAD LEADING TO LEFT
 RC2161'(ABOUT ONE MILE FROM HOOD RIVER BRIDGE).  CONTINUE ON ROAD THROUGH
 RC2161'FOX FARM AND TURN RIGHT UP SIDE OF HILL FOR A DISTANCE OF 0.3
 RC2161'MILE FROM HIGHWAY, LEAVE ROAD, TURNING RIGHT UP THE HILL TO TOP
 RC2161'OF KNOLL AND STATION.
 RC2161
 RC2161                          STATION RECOVERY (1973)
 RC2161
 RC2161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 RC2161'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  BOTH REFERENCE
 RC2161'MARKS HAD BEEN DESTROYED.  REFERENCE MARK NO. 3, AND REFERENCE
 RC2161'MARK NO. 4 WAS ESTABLISHED.  A NEW AND COMPLETE DESCRIPTION
 RC2161'FOLLOWS.
 RC2161'
 RC2161'THE STATION IS ON A GRAVELLY SUMMIT OWNED BY MR. WILLIAM GEORGE.
 RC2161'
 RC2161'TO REACH THE STATION FROM THE HOOD RIVER POST OFFICE GO EAST ON
 RC2161'CASCADE AVENUE FOR 0.1 MILE TO SECOND STREET, TURN RIGHT, AND
 RC2161'GO SOUTH ON SECOND STREET FOR 0.05 MILE TO U.S. HIGHWAY 30, TURN
 RC2161'LEFT, AND GO EAST ON U.S. HIGHWAY 30 FOR 0.6 MILE TO THE JUNCTION
 RC2161'WITH STATE HIGHWAY 35, LEAVE THE HIGHWAYS BY GOING STRAIGHT
 RC2161'AHEAD, EAST, ON THE MACADAM ROAD, (OLD HIGHWAY), FOR 0.95 MILE
 RC2161'TO GRAVELED ROAD LEFT, TURN SHARP LEFT, AND GO NORTHWEST ON THE
 RC2161'GRAVELED ROAD FOR 0.15 MILE TO A DIRT TRACK ROAD ON THE
 RC2161'RIGHT, TURN RIGHT, PASS BETWEEN TWO CHICKEN HOUSES, AND GO
 RC2161'EAST ON THE TRACK ROAD, ALONG THE SOUTH SHOULDER OF THE HILL,
 RC2161'AND THRU A SADDLE FOR 0.3 MILE TO THE SUMMIT AND STATION.
 RC2161'THE LAST 0.3 MILE IS A DRIVE IN DRY WEATHER ONLY.
 RC2161'
 RC2161'THE STATION MARK, STAMPED GEORGE 1939, IS A STANDARD DISK SET
 RC2161'IN CONCRETE IN A 4-INCH PIPE THAT PROJECTS 2-INCHES, 20 FEET
 RC2161'NORTH OF WHERE THE HILL SLOPES DOWN VERY RAPIDLY TO THE SOUTH,
 RC2161'AND 2 FEET WEST OF A METAL WITNESS POST.
 RC2161'
 RC2161'REFERENCE MARK NO. 3, STAMPED GEORGE 1939 NO 3 1973, IS A
 RC2161'STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT
 RC2161'PROJECTS 4-INCHES, 3-FEET NORTH OF WHERE THE HILL SLOPES RAPIDLY
 RC2161'TO THE SOUTH, AND 1-FOOT LOWER THAN THE STATION.  (NOTE 11A)
 RC2161'
 RC2161'REFERENCE MARK NO. 4, STAMPED GEORGE 1939 NO 4 1973, IS A
 RC2161'STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT
 RC2161'PROJECTS 3-INCHES, 1-FOOT NORTH OF WHERE THE HILL SLOPES RAPIDLY
 RC2161'TO THE SOUTH, AND 1-FOOT LOWER THAN THE STATION.  (NOTE 11A)
 RC2161'
 RC2161'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RC2161'1-1/2 MILES EAST OF HOOD RIVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0907 ***********************************************************************
 PC0907  DESIGNATION -  GEORGE
 PC0907  PID         -  PC0907
 PC0907  STATE/COUNTY-  OR/LANE
 PC0907  USGS QUAD   -  DORENA LAKE (1986)
 PC0907
 PC0907                         *CURRENT SURVEY CONTROL
 PC0907  ___________________________________________________________________
 PC0907* NAD 83(1991)-  43 46 42.66911(N)    122 57 00.01597(W)     ADJUSTED  
 PC0907* NAVD 88     -       354.6    (meters)    1163.     (feet)  VERTCON   
 PC0907  ___________________________________________________________________
 PC0907  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 PC0907  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 PC0907  HORZ ORDER  -  THIRD
 PC0907
 PC0907.The horizontal coordinates were established by classical geodetic methods
 PC0907.and adjusted by the National Geodetic Survey in October 1991.
 PC0907
 PC0907.The NAVD 88 height was computed by applying the VERTCON shift value to
 PC0907.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PC0907
 PC0907.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC0907
 PC0907.The geoid height was determined by GEOID03.
 PC0907
 PC0907;                    North         East     Units Scale Factor Converg.
 PC0907;SPC OR S     -   237,480.233 1,302,802.702   MT  0.99995126   -1 40 34.2
 PC0907;SPC OR S     -   779,134.62  4,274,287.08   iFT  0.99995126   -1 40 34.2
 PC0907;UTM  10      - 4,847,275.149   504,023.231   MT  0.99960020   +0 02 04.5
 PC0907
 PC0907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC0907!SPC OR S     -   0.99994804  x   0.99995126  =   0.99989930
 PC0907!UTM  10      -   0.99994804  x   0.99960020  =   0.99954826
 PC0907
 PC0907|---------------------------------------------------------------------|
 PC0907| PID    Reference Object                     Distance      Geod. Az  |
 PC0907|                                                           dddmmss.s |
 PC0907| CD8559 GEORGE RM 1                          10.138 METERS 18910     |
 PC0907| CD8560 GEORGE RM 2                           9.141 METERS 29623     |
 PC0907| PC0905 CERRO GORDO                         APPROX. 2.0 KM 3384534.5 |
 PC0907|---------------------------------------------------------------------|
 PC0907
 PC0907                          SUPERSEDED SURVEY CONTROL
 PC0907
 PC0907  NAD 83(1986)-  43 46 42.68126(N)    122 57 00.03982(W) AD(       ) 3
 PC0907  NAD 27      -  43 46 43.23430(N)    122 56 55.77350(W) AD(       ) 3
 PC0907  NGVD 29 (07/19/86)  353.4    (m)         1159.     (f) VERT ANG    3  
 PC0907
 PC0907.Superseded values are not recommended for survey control.
 PC0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0907.See file dsdata.txt to determine how the superseded data were derived.
 PC0907
 PC0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP0402347275(NAD 83)
 PC0907_MARKER: Z = SEE DESCRIPTION
 PC0907_SETTING: 0 = UNSPECIFIED SETTING
 PC0907
 PC0907  HISTORY     - Date     Condition        Report By
 PC0907  HISTORY     - 1939     MONUMENTED       USE
 PC0907  HISTORY     - 1953     GOOD             CGS
 PC0907  HISTORY     - 1980     GOOD             NGS
 PC0907
 PC0907                          STATION DESCRIPTION
 PC0907
 PC0907'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 PC0907'THE STATION IS ABOUT 5 MILES SOUTH-SOUTHEAST OF COTTAGE GROVE, ON
 PC0907'THE NORTH SIDE OF A LOW PROMINENT RIDGE, ABOUT 0.5 MILE SOUTH OF
 PC0907'THE DORENA DAM.
 PC0907'
 PC0907'TO REACH FROM THE DEPOT IN COTTAGE GROVE, GO EAST ON PAVED ROAD
 PC0907'FOR 1.65 MILES TO A FORK, TAKE LEFT FORK, AND GO 3.2 MILES TO A
 PC0907'FORK, TAKE RIGHT FORK, AND GO 1.8 MILES TO THE SOUTH SIDE OF THE
 PC0907'DORENA DAM, AND END OF TRUCK TRAVEL, FROM HERE PACK EASTERLY UP
 PC0907'SLOPE FOR ABOUT 0.2 MILE TO STATION SITE ON NORTH SLOPE.  PACK
 PC0907'TIME 20 MINUTES.
 PC0907'
 PC0907'THE STATION MARK STAMPED GEORGE 1939 IS A STANDARD U.S. ARMY
 PC0907'ENGINEERS STATION MARK DISK SET IN A DRILL HOLE IN A BOULDER WHICH
 PC0907'IS FLUSH.  IT IS 30 FEET WEST OF A 6-FOOT FIR TREE, AND 8 FEET
 PC0907'EAST OF THE WITNESS POST.
 PC0907'
 PC0907'REFERENCE MARK NO. 1 STAMPED GEORGE USED NO 1 1953 IS A STANDARD
 PC0907'DISK SET IN A DRILL HOLE IN A BOULDER WHICH IS FLUSH.  IT IS ABOUT
 PC0907'1 FOOT HIGHER THAN THE STATION.
 PC0907'
 PC0907'REFERENCE MARK NO. 2 STAMPED GEORGE USED NO 2 1953 IS A STANDARD
 PC0907'DISK SET IN A DRILL HOLE IN A BOULDER THAT PROJECTS 1 INCH.  IT IS
 PC0907'ABOUT 4 FEET LOWER THAN THE STATION.
 PC0907'
 PC0907'NO AZIMUTH MARK WAS SET.  CERRO GORDO USE, OR DORENA USE MAY BE
 PC0907'USED AS AN AZIMUTH MARK.
 PC0907
 PC0907                          STATION RECOVERY (1980)
 PC0907
 PC0907'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 PC0907'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE BOULDER THAT HELD
 PC0907'RM 1 WAS FOUND BUT THE DISK WAS GONE.  RM 4 WAS CEMENTED INTO THAT
 PC0907'DRILL HOLE.  RM 2 WAS SEARCHED FOR BUT WAS NOT RECOVERED.  IT WAS
 PC0907'PROBABLY LOST WHEN THE HILL WAS DOZED.  RM 3 WAS ESTABLISHED AT THIS
 PC0907'TIME.
 PC0907'
 PC0907'THE STATION IS LOCATED ABOUT 5 MILES SOUTH-SOUTHEAST OF COTTAGE
 PC0907'GROVE, ON THE NORTH SIDE OF A PROMINENT RIDGE, 0.5 MILE SOUTH OF THE
 PC0907'DORENA DAM.
 PC0907'
 PC0907'TO REACH THE STATION FROM THE INTERSECTION OF GATEWAY BOULEVARD AND
 PC0907'ROW RIVER ROAD IN COTTAGE GROVE, GO EAST ON ROW RIVER RD PASSING
 PC0907'UNDER I 5 AND GO 4.4 MILES TO A ROAD FORK, TURN RIGHT ON GOVERNMENT
 PC0907'ROAD AND GO 1.8 MILES TO THE SOUTH SIDE OF THE DORENA DAM AND END OF
 PC0907'TRUCK TRAVEL.  PACK SOUTHERLY UP THE RIDGE TO THE STATION SITE ON THE
 PC0907'NORTH SLOPE.
 PC0907'
 PC0907'THE STATION IS A STANDARD US ARMY CORPS OF ENGINEERS DISK STAMPED
 PC0907'---GEORGE 1939---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM
 PC0907'(10 INCHES) IN DIAMETER PROJECTING 8 CM (3 INCHES) ABOVE THE GROUND
 PC0907'LOCATED 12.2 METERS (40 FEET) N FROM A MOUND OF DIRT THAT WAS DOZED
 PC0907'UP, 3.0 METERS (10 FEET) N FROM A EIGHT INCH IN DIAMETER CEDAR TREE,
 PC0907'AND 0.52 METER (1.7 FEET) E FROM A METAL WITNESS POST.
 PC0907'
 PC0907'REFERENCE MARK NO. 3 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 PC0907'STAMPED---GEORGE USE 1953 NO 3 1980---SET INTO THE TOP OF A
 PC0907'PARTIALLY EXPOSED BOULDER OF 0.9 METER (3 FEET) LARGEST DIMENSION
 PC0907'IT PROJECTS 6 INCHES AND IS LOCATED 3.51 METERS (11.5 FEET) NE
 PC0907'FROM A METAL WITNESS POST, 4.6 METERS (15 FEET) S FROM A 10 INCH IN
 PC0907'DIAMETER FIR TREE, AND 0.9 METER (3 FEET) LOWER THAN THE STATION.
 PC0907'
 PC0907'REFERENCE MARK NO. 4 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 PC0907'STAMPED---GEORGE USE 1953 NO 4 1980---SET INTO THE TOP OF A
 PC0907'PARTIALLY EXPOSED BOULDER OF 0.6 METER (2 FEET) LARGEST DIMENSION
 PC0907'LOCATED 8.38 METERS (27.5 FEET) NW FROM A METAL WITNESS POST, 0.67
 PC0907'METER (2.2 FEET) N FROM A 6 INCH IN DIAMETER FIR TREE, 0.49 METER
 PC0907'(1.6 FEET) W FROM A 6 INCH IN DIAMETER FIR TREE, AND 1.5 METERS (5
 PC0907'FEET) LOWER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AJ8172 ***********************************************************************
 AJ8172  DESIGNATION -  GEORGE COMMUNITY
 AJ8172  PID         -  AJ8172
 AJ8172  STATE/COUNTY-  OR/CLACKAMAS
 AJ8172  USGS QUAD   -  CHERRYVILLE (1997)
 AJ8172
 AJ8172                         *CURRENT SURVEY CONTROL
 AJ8172  ___________________________________________________________________
 AJ8172* NAD 83(2007)-  45 17 40.95702(N)    122 13 57.31593(W)     ADJUSTED  
 AJ8172* NAVD 88     -       396.5    (meters)    1301.     (feet)  GPS OBS   
 AJ8172  ___________________________________________________________________
 AJ8172  EPOCH DATE  -        2007.00
 AJ8172  X           -  -2,397,247.196 (meters)                     COMP
 AJ8172  Y           -  -3,801,966.612 (meters)                     COMP
 AJ8172  Z           -   4,510,714.164 (meters)                     COMP
 AJ8172  LAPLACE CORR-           8.98  (seconds)                    DEFLEC99
 AJ8172  ELLIP HEIGHT-         374.102 (meters)          (02/10/07) ADJUSTED
 AJ8172  GEOID HEIGHT-         -22.42  (meters)                     GEOID03
 AJ8172
 AJ8172  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ8172  Type    PID    Designation                      North   East  Ellip
 AJ8172  -------------------------------------------------------------------
 AJ8172  NETWORK AJ8172 GEORGE COMMUNITY                  0.88   0.65   2.70
 AJ8172  -------------------------------------------------------------------
 AJ8172
 AJ8172.The horizontal coordinates were established by GPS observations
 AJ8172.and adjusted by the National Geodetic Survey in February 2007.
 AJ8172
 AJ8172.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ8172.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ8172.The horizontal coordinates are valid at the epoch date displayed above.
 AJ8172.The epoch date for horizontal control is a decimal equivalence
 AJ8172.of Year/Month/Day.
 AJ8172
 AJ8172.The orthometric height was determined by GPS observations and a
 AJ8172.high-resolution geoid model.
 AJ8172
 AJ8172.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8172
 AJ8172.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8172
 AJ8172.The ellipsoidal height was determined by GPS observations
 AJ8172.and is referenced to NAD 83.
 AJ8172
 AJ8172.The geoid height was determined by GEOID03.
 AJ8172
 AJ8172;                    North         East     Units Scale Factor Converg.
 AJ8172;SPC OR N     -   182,367.812 2,364,117.482   MT  0.99989699   -1 13 43.4
 AJ8172;SPC OR N     -   598,319.59  7,756,290.95   iFT  0.99989699   -1 13 43.4
 AJ8172;UTM  10      - 5,015,976.242   560,172.940   MT  0.99964452   +0 32 43.6
 AJ8172
 AJ8172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8172!SPC OR N     -   0.99994135  x   0.99989699  =   0.99983835
 AJ8172!UTM  10      -   0.99994135  x   0.99964452  =   0.99958589
 AJ8172
 AJ8172                          SUPERSEDED SURVEY CONTROL
 AJ8172
 AJ8172  NAD 83(1998)-  45 17 40.95531(N)    122 13 57.31741(W) AD(       ) B
 AJ8172  ELLIP H (02/26/02)  374.104  (m)                       GP(       ) 3 2
 AJ8172
 AJ8172.Superseded values are not recommended for survey control.
 AJ8172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8172.See file dsdata.txt to determine how the superseded data were derived.
 AJ8172
 AJ8172_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER6017315976(NAD 83)
 AJ8172_MARKER: DD = SURVEY DISK
 AJ8172_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AJ8172_STAMPING: GEORGE COMMUNITY 1990
 AJ8172_MARK LOGO: USFS  
 AJ8172_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ8172_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ8172_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8172+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ8172
 AJ8172  HISTORY     - Date     Condition        Report By
 AJ8172  HISTORY     - 2000     MONUMENTED       USFS
 AJ8172  HISTORY     - 20050320 GOOD             USPSQD
 AJ8172
 AJ8172                          STATION DESCRIPTION
 AJ8172
 AJ8172'DESCRIBED BY US FOREST SERVICE 2000 (CRC)
 AJ8172'THE STATION IS LOCATED ABOUT 43.4 KM (27 MI) SOUTHEAST OF PORTLAND,
 AJ8172'8.05 KM (5.0 MI) EAST OF
 AJ8172'ESTACADA, NEAR THE SMALL COMMUNITY OF GEORGE, 0.2 KM (0.1 MI) EAST OF
 AJ8172'A SMALL CEMETERY ON
 AJ8172'THE NORTH SIDE OF THE ROAD, 0.2 KM (0.1 MI) WEST OF SE BELFILS ROAD (A
 AJ8172'DEAD-END ROAD TO THE
 AJ8172'SOUTH), ON THE SOUTH RIGHT-OF-WAY OF GEORGE ROAD, NEAR THE GEORGE
 AJ8172'COMMUNITY CHURCH.
 AJ8172' 
 AJ8172'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 211 AND 224
 AJ8172'IN EAGLE CREEK, GO
 AJ8172'NORTHEAST ON HIGHWAY 211 FOR 0.4 KM (0.25 MI) TO THE JUNCTION OF EAGLE
 AJ8172'CREEK ROAD ON THE
 AJ8172'RIGHT. TURN RIGHT, SOUTHEAST, ON EAGLE CREEK ROAD FOR 1.6 KM (1.0 MI)
 AJ8172'TO THE JUNCTION OF
 AJ8172'WILDCAT MOUNTAIN DRIVE. TURN LEFT, EAST, ON WILDCAT MOUNTAIN DRIVE FOR
 AJ8172'2.7 KM (1.7 MI) TO A
 AJ8172'Y-JUNCTION AT SE EAGLE FERN ROAD.  GO STRAIGHT, EAST, ON SE EAGLE FERN
 AJ8172'ROAD FOR 3.4 KM (2.1
 AJ8172'MI) AND CROSS OVER EAGLE CREEK BRIDGE.  AT THIS POINT SE EAGLE FERN
 AJ8172'ROAD BECOMES GEORGE
 AJ8172'ROAD.  CONTINUE EAST ON GEORGE ROAD FOR 6.4 KM (4.0 MI) TO THE GEORGE
 AJ8172'COMMUNITY CHURCH
 AJ8172'AND THE STATION ON THE RIGHT.
 AJ8172' 
 AJ8172'THE STATION IS A 7.6 CM (3 IN) U.S. DEPARTMENT OF AGRICULTURE FOREST
 AJ8172'SERVICE ALUMINUM DISK
 AJ8172'ATTACHED TO A 1.8 M (6 FT) LONG ALUMINUM ROD WITH EMBEDDED IN A 60 CM
 AJ8172'(2 FT) DEEP CONCRETE
 AJ8172'COLLAR AND FLUSH WITH THE GROUND.  IT IS  61 M (200 FT) NORTHEAST OF
 AJ8172'THE CHURCH, 0.9 M (3.0
 AJ8172'FT) WEST FROM TELEPHONE BOX A42050GR, 1.0 M (3.3 FT) WESTERLY OF A
 AJ8172'FENCE CORNER.
 AJ8172'
 AJ8172
 AJ8172                          STATION RECOVERY (2005)
 AJ8172
 AJ8172'RECOVERY NOTE BY US POWER SQUADRON 2005
 AJ8172'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0897 ***********************************************************************
 RD0897  DESIGNATION -  GER
 RD0897  PID         -  RD0897
 RD0897  STATE/COUNTY-  OR/YAMHILL
 RD0897  USGS QUAD   -  DAYTON (1982)
 RD0897
 RD0897                         *CURRENT SURVEY CONTROL
 RD0897  ___________________________________________________________________
 RD0897* NAD 83(1986)-  45 14 41.     (N)    123 07 04.     (W)     SCALED    
 RD0897* NAVD 88     -        49.38   (+/-2cm)     162.0    (feet)  VERTCON   
 RD0897  ___________________________________________________________________
 RD0897  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 RD0897  VERT ORDER  -  ? (See Below)
 RD0897
 RD0897.The horizontal coordinates were scaled from a topographic map and have
 RD0897.an estimated accuracy of +/- 6 seconds.
 RD0897
 RD0897.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD0897.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD0897.The vertical order pertains to the NGVD 29 superseded value.
 RD0897
 RD0897.The geoid height was determined by GEOID03.
 RD0897
 RD0897;                    North         East    Units  Estimated Accuracy
 RD0897;SPC OR N     -   178,690.    2,294,530.      MT  (+/- 180 meters Scaled)
 RD0897
 RD0897                          SUPERSEDED SURVEY CONTROL
 RD0897
 RD0897  NGVD 29 (??/??/92)   48.349  (m)          158.62   (f) ADJ UNCH    ?  
 RD0897
 RD0897.Superseded values are not recommended for survey control.
 RD0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0897.See file dsdata.txt to determine how the superseded data were derived.
 RD0897
 RD0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR907101(NAD 83)
 RD0897_MARKER: DD = SURVEY DISK
 RD0897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0897_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0897_STAMPING: GER SOT 1935
 RD0897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0897+STABILITY: SURFACE MOTION
 RD0897
 RD0897  HISTORY     - Date     Condition        Report By
 RD0897  HISTORY     - 1935     MONUMENTED       DOD
 RD0897  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 RD0897
 RD0897                          STATION DESCRIPTION
 RD0897
 RD0897'DESCRIBED BY US DEPARTMENT OF DEFENSE 1935
 RD0897'0.1 MI W FROM LAFAYETTE.
 RD0897'ABOUT .1 MILE WEST OF LAFAYETTE ON PACIFIC HIGHWAY WEST, 691 FEET EAST
 RD0897'OF HIGHWAY BRIDGE, 32 FEET NORTH OF HIGHWAY, 14 FEET SOUTHWEST OF OLD
 RD0897'HIGHWAY LOCATION.  DISK STAMPED GER SOT 1935 IN CONCRETE POST.
 RD0897
 RD0897                          STATION RECOVERY (1990)
 RD0897
 RD0897'RECOVERY NOTE BY US POWER SQUADRON 1990 (KRN)
 RD0897'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2687 ***********************************************************************
 RD2687  DESIGNATION -  GERVAIS SACRED HEART CATH CH
 RD2687  PID         -  RD2687
 RD2687  STATE/COUNTY-  OR/MARION
 RD2687  USGS QUAD   -  GERVAIS (1985)
 RD2687
 RD2687                         *CURRENT SURVEY CONTROL
 RD2687  ___________________________________________________________________
 RD2687* NAD 83(1991)-  45 06 34.63049(N)    122 54 03.88114(W)     ADJUSTED  
 RD2687* NAVD 88     -              **(meters)            **(feet)            
 RD2687  ___________________________________________________________________
 RD2687  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 RD2687  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 RD2687  HORZ ORDER  -  THIRD
 RD2687
 RD2687.The horizontal coordinates were established by classical geodetic methods
 RD2687.and adjusted by the National Geodetic Survey in October 1991.
 RD2687
 RD2687
 RD2687.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2687
 RD2687.The geoid height was determined by GEOID03.
 RD2687
 RD2687;                    North         East     Units Scale Factor Converg.
 RD2687;SPC OR N     -   163,150.053 2,311,091.561   MT  0.99989511   -1 42 10.1
 RD2687;SPC OR N     -   535,269.20  7,582,321.39   iFT  0.99989511   -1 42 10.1
 RD2687;UTM  10      - 4,995,132.623   507,781.678   MT  0.99960074   +0 04 12.3
 RD2687
 RD2687                          SUPERSEDED SURVEY CONTROL
 RD2687
 RD2687  NAD 83(1986)-  45 06 34.65383(N)    122 54 03.89159(W) AD(       ) 4
 RD2687  NAD 27      -  45 06 35.22323(N)    122 53 59.54719(W) AD(       ) 3
 RD2687
 RD2687.Superseded values are not recommended for survey control.
 RD2687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2687.See file dsdata.txt to determine how the superseded data were derived.
 RD2687
 RD2687_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ0778295133(NAD 83)
 RD2687
 RD2687  HISTORY     - Date     Condition        Report By
 RD2687  HISTORY     - 1972     MONUMENTED       NGS
 RD2687
 RD2687                          STATION DESCRIPTION
 RD2687
 RD2687'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LDF)
 RD2687'THE POINT INTERSECTED WAS THE TOP CENTER OF THE WHITE CROSS
 RD2687'AFFIXED TO THE CUPOLA OF THE GERVAIS SACRED HEARTH CATHOLIC
 RD2687'CHURCH.  IT IS LOCATED IN THE NORTHWEST ANGLE OF THE INTERSECTION
 RD2687'OF DOUGLAS AND 7TH STREETS IN GERVAIS AND HAS AN OVERALL HEIGHT
 RD2687'OF ABOUT 70 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0524 ***********************************************************************
 QB0524  DESIGNATION -  GG 254
 QB0524  PID         -  QB0524
 QB0524  STATE/COUNTY-  OR/BAKER
 QB0524  USGS QUAD   -  DURKEE (1988)
 QB0524
 QB0524                         *CURRENT SURVEY CONTROL
 QB0524  ___________________________________________________________________
 QB0524* NAD 83(1986)-  44 33 25.     (N)    117 25 36.     (W)     SCALED    
 QB0524* NAVD 88     -       781.706  (meters)    2564.65   (feet)  ADJUSTED  
 QB0524  ___________________________________________________________________
 QB0524  GEOID HEIGHT-         -16.91  (meters)                     GEOID03
 QB0524  DYNAMIC HT  -         781.463 (meters)    2563.85  (feet)  COMP
 QB0524  MODELED GRAV-     980,281.3   (mgal)                       NAVD 88
 QB0524
 QB0524  VERT ORDER  -  FIRST     CLASS II
 QB0524
 QB0524.The horizontal coordinates were scaled from a topographic map and have
 QB0524.an estimated accuracy of +/- 6 seconds.
 QB0524
 QB0524.The orthometric height was determined by differential leveling
 QB0524.and adjusted in June 1991.
 QB0524
 QB0524.The geoid height was determined by GEOID03.
 QB0524
 QB0524.The dynamic height is computed by dividing the NAVD 88
 QB0524.geopotential number by the normal gravity value computed on the
 QB0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0524.degrees latitude (g = 980.6199 gals.).
 QB0524
 QB0524.The modeled gravity was interpolated from observed gravity values.
 QB0524
 QB0524;                    North         East    Units  Estimated Accuracy
 QB0524;SPC OR N     -   103,570.    2,744,110.      MT  (+/- 180 meters Scaled)
 QB0524
 QB0524                          SUPERSEDED SURVEY CONTROL
 QB0524
 QB0524  NGVD 29 (??/??/92)  780.632  (m)         2561.12   (f) ADJ UNCH    1 2
 QB0524
 QB0524.Superseded values are not recommended for survey control.
 QB0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0524.See file dsdata.txt to determine how the superseded data were derived.
 QB0524
 QB0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK661338(NAD 83)
 QB0524_MARKER: DD = SURVEY DISK
 QB0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0524_STAMPING: GG 254 1937 RPPOT 40.62 1366+72.3
 QB0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0524+STABILITY: SURFACE MOTION
 QB0524
 QB0524  HISTORY     - Date     Condition        Report By
 QB0524  HISTORY     - 1937     MONUMENTED       CGS
 QB0524
 QB0524                          STATION DESCRIPTION
 QB0524
 QB0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1937
 QB0524'2.6 MI SE FROM DURKEE.
 QB0524'ABOUT 2.6 MILES SOUTHEAST ALONG THE OREGON TRAIL (U.S. 30) FROM
 QB0524'DURKEE, BAKER COUNTY, 36 FEET SOUTHWEST OF THE CENTER LINE OF THE
 QB0524'HIGHWAY AT SURVEY STATION 1366+72.3, AT THE FENCE LINE, AND NEAR A
 QB0524'WHITE WOODEN WITNESS POST.  AN OREGON STATE HIGHWAY DEPARTMENT
 QB0524'STANDARD DISK, STAMPED GG 254 1937 RPPOT 40.62 1366+72.3 AND SET IN
 QB0524'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0416 ***********************************************************************
 RC0416  DESIGNATION -  GG 296
 RC0416  PID         -  RC0416
 RC0416  STATE/COUNTY-  OR/SHERMAN
 RC0416  USGS QUAD   -  MORO (1971)
 RC0416
 RC0416                         *CURRENT SURVEY CONTROL
 RC0416  ___________________________________________________________________
 RC0416* NAD 83(1986)-  45 29 00.     (N)    120 43 48.     (W)     SCALED    
 RC0416* NAVD 88     -       552.131  (meters)    1811.45   (feet)  ADJUSTED  
 RC0416  ___________________________________________________________________
 RC0416  GEOID HEIGHT-         -21.20  (meters)                     GEOID03
 RC0416  DYNAMIC HT  -         552.068 (meters)    1811.24  (feet)  COMP
 RC0416  MODELED GRAV-     980,483.8   (mgal)                       NAVD 88
 RC0416
 RC0416  VERT ORDER  -  FIRST     CLASS II
 RC0416
 RC0416.The horizontal coordinates were scaled from a topographic map and have
 RC0416.an estimated accuracy of +/- 6 seconds.
 RC0416
 RC0416.The orthometric height was determined by differential leveling
 RC0416.and adjusted in June 1991.
 RC0416
 RC0416.The geoid height was determined by GEOID03.
 RC0416
 RC0416.The dynamic height is computed by dividing the NAVD 88
 RC0416.geopotential number by the normal gravity value computed on the
 RC0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0416.degrees latitude (g = 980.6199 gals.).
 RC0416
 RC0416.The modeled gravity was interpolated from observed gravity values.
 RC0416
 RC0416;                    North         East    Units  Estimated Accuracy
 RC0416;SPC OR N     -   201,900.    2,482,020.      MT  (+/- 180 meters Scaled)
 RC0416
 RC0416                          SUPERSEDED SURVEY CONTROL
 RC0416
 RC0416  NGVD 29 (??/??/92)  551.117  (m)         1808.12   (f) ADJ UNCH    1 2
 RC0416
 RC0416.Superseded values are not recommended for survey control.
 RC0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0416.See file dsdata.txt to determine how the superseded data were derived.
 RC0416
 RC0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR773391(NAD 83)
 RC0416_MARKER: DD = SURVEY DISK
 RC0416_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RC0416_SP_SET: STEP
 RC0416_STAMPING: GG 296 1927 1807
 RC0416_MARK LOGO: PP+L  
 RC0416_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC0416
 RC0416  HISTORY     - Date     Condition        Report By
 RC0416  HISTORY     - 1927     MONUMENTED       PG+E
 RC0416  HISTORY     - 1961     GOOD             NGS
 RC0416  HISTORY     - 1987     GOOD             NGS
 RC0416
 RC0416                          STATION DESCRIPTION
 RC0416
 RC0416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RC0416'IN MORO.
 RC0416'ON THE EAST SIDE OF MAIN STREET, AT THE MAIN ENTRANCE TO HOTEL MORO,
 RC0416'AND IN THE NORTH END OF THE FIRST CONCRETE STEP.
 RC0416
 RC0416                          STATION RECOVERY (1987)
 RC0416
 RC0416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RC0416'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0049 ***********************************************************************
 PA0049  DESIGNATION -  GG 326
 PA0049  PID         -  PA0049
 PA0049  STATE/COUNTY-  OR/HARNEY
 PA0049  USGS QUAD   -  DRINKWATER PASS (1990)
 PA0049
 PA0049                         *CURRENT SURVEY CONTROL
 PA0049  ___________________________________________________________________
 PA0049* NAD 83(1986)-  43 47 11.     (N)    118 16 26.     (W)     SCALED    
 PA0049* NAVD 88     -      1266.249  (meters)    4154.35   (feet)  ADJUSTED  
 PA0049  ___________________________________________________________________
 PA0049  GEOID HEIGHT-         -18.31  (meters)                     GEOID03
 PA0049  DYNAMIC HT  -        1265.673 (meters)    4152.46  (feet)  COMP
 PA0049  MODELED GRAV-     980,119.6   (mgal)                       NAVD 88
 PA0049
 PA0049  VERT ORDER  -  FIRST     CLASS II
 PA0049
 PA0049.The horizontal coordinates were scaled from a topographic map and have
 PA0049.an estimated accuracy of +/- 6 seconds.
 PA0049
 PA0049.The orthometric height was determined by differential leveling
 PA0049.and adjusted in June 1991.
 PA0049
 PA0049.The geoid height was determined by GEOID03.
 PA0049
 PA0049.The dynamic height is computed by dividing the NAVD 88
 PA0049.geopotential number by the normal gravity value computed on the
 PA0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0049.degrees latitude (g = 980.6199 gals.).
 PA0049
 PA0049.The modeled gravity was interpolated from observed gravity values.
 PA0049
 PA0049;                    North         East    Units  Estimated Accuracy
 PA0049;SPC OR S     -   237,850.    1,679,160.      MT  (+/- 180 meters Scaled)
 PA0049
 PA0049                          SUPERSEDED SURVEY CONTROL
 PA0049
 PA0049  NGVD 29 (??/??/92) 1265.108  (m)         4150.61   (f) ADJ UNCH    1 2
 PA0049
 PA0049.Superseded values are not recommended for survey control.
 PA0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0049.See file dsdata.txt to determine how the superseded data were derived.
 PA0049
 PA0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ975489(NAD 83)
 PA0049_MARKER: DD = SURVEY DISK
 PA0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PA0049_STAMPING: GG 326 31.47 POT 473+07.4
 PA0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0049+STABILITY: SURFACE MOTION
 PA0049
 PA0049  HISTORY     - Date     Condition        Report By
 PA0049  HISTORY     - UNK      MONUMENTED       ORDT
 PA0049  HISTORY     - 1943     GOOD             NGS
 PA0049  HISTORY     - 1967     GOOD             NGS
 PA0049
 PA0049                          STATION DESCRIPTION
 PA0049
 PA0049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PA0049'11.9 MI W FROM JUNTURA.
 PA0049'ABOUT 11.9 MILES WEST ALONG U.S. HIGHWAY 20 FROM THE STATION AT
 PA0049'JUNTURA, MALHEUR COUNTY, AT HIGHWAY MILAGE 178.0, NEAR THE WEST END OF
 PA0049'A CURVE, 155 FEET WEST OF MILE POST 178, 20 FEET WEST OF AN 18 INCH
 PA0049'PIPE CULVERT AND 2 FEET EAST OF A REFERENCE POST, 30 FEET NORTH OF THE
 PA0049'CENTER OF THE HIGHWAY.
 PA0049
 PA0049                          STATION RECOVERY (1967)
 PA0049
 PA0049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 PA0049'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0425 ***********************************************************************
 RC0425  DESIGNATION -  GG 341
 RC0425  PID         -  RC0425
 RC0425  STATE/COUNTY-  OR/SHERMAN
 RC0425  USGS QUAD   -  ERSKINE (1962)
 RC0425
 RC0425                         *CURRENT SURVEY CONTROL
 RC0425  ___________________________________________________________________
 RC0425* NAD 83(1986)-  45 25 51.     (N)    120 47 26.     (W)     SCALED    
 RC0425* NAVD 88     -       682.703  (meters)    2239.83   (feet)  ADJUSTED  
 RC0425  ___________________________________________________________________
 RC0425  GEOID HEIGHT-         -21.12  (meters)                     GEOID03
 RC0425  DYNAMIC HT  -         682.607 (meters)    2239.52  (feet)  COMP
 RC0425  MODELED GRAV-     980,453.4   (mgal)                       NAVD 88
 RC0425
 RC0425  VERT ORDER  -  FIRST     CLASS II
 RC0425
 RC0425.The horizontal coordinates were scaled from a topographic map and have
 RC0425.an estimated accuracy of +/- 6 seconds.
 RC0425
 RC0425.The orthometric height was determined by differential leveling
 RC0425.and adjusted in June 1991.
 RC0425
 RC0425.The geoid height was determined by GEOID03.
 RC0425
 RC0425.The dynamic height is computed by dividing the NAVD 88
 RC0425.geopotential number by the normal gravity value computed on the
 RC0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0425.degrees latitude (g = 980.6199 gals.).
 RC0425
 RC0425.The modeled gravity was interpolated from observed gravity values.
 RC0425
 RC0425;                    North         East    Units  Estimated Accuracy
 RC0425;SPC OR N     -   196,080.    2,477,270.      MT  (+/- 180 meters Scaled)
 RC0425
 RC0425                          SUPERSEDED SURVEY CONTROL
 RC0425
 RC0425  NGVD 29 (??/??/92)  681.669  (m)         2236.44   (f) ADJ UNCH    1 2
 RC0425
 RC0425.Superseded values are not recommended for survey control.
 RC0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0425.See file dsdata.txt to determine how the superseded data were derived.
 RC0425
 RC0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR728331(NAD 83)
 RC0425_MARKER: DB = BENCH MARK DISK
 RC0425_SETTING: 66 = SET IN ROCK OUTCROP
 RC0425_SP_SET: ROCK OUTCROP
 RC0425_STAMPING: GG-341 1937
 RC0425_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RC0425+STABILITY: POSITION/ELEVATION WELL
 RC0425
 RC0425  HISTORY     - Date     Condition        Report By
 RC0425  HISTORY     - 1937     MONUMENTED       CGS
 RC0425  HISTORY     - 1961     MARK NOT FOUND   NGS
 RC0425
 RC0425                          STATION DESCRIPTION
 RC0425
 RC0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1937
 RC0425'0.76 MI S FROM ERSKINE.
 RC0425'0.76 MILES SOUTH OF STATION AT ERSKINE ALONG RIGHT OF WAY OF
 RC0425'OREGON-WASHINGTON RAILROAD AND NAVIGATION CO. TRACK, 100 FEET NORTH OF
 RC0425'MILE POST 32, 72 FEET NORTHEAST OF PRIVATE CROSSING BETWEEN FIELDS, 35
 RC0425'FEET WEST OF RIGHT OF WAY FENCE, 18 FEET EAST OF CENTER LINE OF TRACK,
 RC0425'SET IN OUTCROP OF LAVA ROCK.
 RC0425
 RC0425                          STATION RECOVERY (1961)
 RC0425
 RC0425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 RC0425'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0651 ***********************************************************************
 NZ0651  DESIGNATION -  GG 343
 NZ0651  PID         -  NZ0651
 NZ0651  STATE/COUNTY-  OR/JOSEPHINE
 NZ0651  USGS QUAD   -  YORK BUTTE (1989)
 NZ0651
 NZ0651                         *CURRENT SURVEY CONTROL
 NZ0651  ___________________________________________________________________
 NZ0651* NAD 83(1986)-  42 24 04.     (N)    123 51 15.     (W)     SCALED    
 NZ0651* NAVD 88     -       504.293  (meters)    1654.50   (feet)  ADJUSTED  
 NZ0651  ___________________________________________________________________
 NZ0651  GEOID HEIGHT-         -25.08  (meters)                     GEOID03
 NZ0651  DYNAMIC HT  -         504.095 (meters)    1653.85  (feet)  COMP
 NZ0651  MODELED GRAV-     980,214.0   (mgal)                       NAVD 88
 NZ0651
 NZ0651  VERT ORDER  -  SECOND    CLASS 0
 NZ0651
 NZ0651.The horizontal coordinates were scaled from a topographic map and have
 NZ0651.an estimated accuracy of +/- 6 seconds.
 NZ0651
 NZ0651.The orthometric height was determined by differential leveling
 NZ0651.and adjusted in June 1991.
 NZ0651
 NZ0651.The geoid height was determined by GEOID03.
 NZ0651
 NZ0651.The dynamic height is computed by dividing the NAVD 88
 NZ0651.geopotential number by the normal gravity value computed on the
 NZ0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0651.degrees latitude (g = 980.6199 gals.).
 NZ0651
 NZ0651.The modeled gravity was interpolated from observed gravity values.
 NZ0651
 NZ0651;                    North         East    Units  Estimated Accuracy
 NZ0651;SPC OR S     -    87,110.    1,223,940.      MT  (+/- 180 meters Scaled)
 NZ0651
 NZ0651                          SUPERSEDED SURVEY CONTROL
 NZ0651
 NZ0651  NGVD 29 (??/??/92)  503.299  (m)         1651.24   (f) ADJ UNCH    2 0
 NZ0651
 NZ0651.Superseded values are not recommended for survey control.
 NZ0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0651.See file dsdata.txt to determine how the superseded data were derived.
 NZ0651
 NZ0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM297946(NAD 83)
 NZ0651_MARKER: DB = BENCH MARK DISK
 NZ0651_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NZ0651_SP_SET: PULP TREE
 NZ0651_STAMPING: GG 343 1942
 NZ0651_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0651
 NZ0651  HISTORY     - Date     Condition        Report By
 NZ0651  HISTORY     - 1942     MONUMENTED       CGS
 NZ0651  HISTORY     - 19860817 MARK NOT FOUND   USGS
 NZ0651
 NZ0651                          STATION DESCRIPTION
 NZ0651
 NZ0651'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NZ0651'25.7 MI SE FROM AGNESS.
 NZ0651'ALONG A ROAD AND THE ILLINOIS RIVER TRAIL, 130 FEET SOUTH OF TRAIL
 NZ0651'SIGN, AGNESS 25 MILES, BRIGGS CREEK 5 MILES, 3 FEET WEST OF CENTER
 NZ0651'LINE OF TRAIL, ON THE WEST SIDE OF A TRIANGULAR-BLAZED 12-INCH PULP
 NZ0651'TREE.
 NZ0651
 NZ0651                          STATION RECOVERY (1986)
 NZ0651
 NZ0651'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (TAM)
 NZ0651'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0181 ***********************************************************************
 QC0181  DESIGNATION -  GG 35
 QC0181  PID         -  QC0181
 QC0181  STATE/COUNTY-  OR/GRANT
 QC0181  USGS QUAD   -  BATES (1996)
 QC0181
 QC0181                         *CURRENT SURVEY CONTROL
 QC0181  ___________________________________________________________________
 QC0181* NAD 83(1986)-  44 34 27.     (N)    118 30 05.     (W)     SCALED    
 QC0181* NAVD 88     -      1293.339  (meters)    4243.23   (feet)  ADJUSTED  
 QC0181  ___________________________________________________________________
 QC0181  GEOID HEIGHT-         -17.44  (meters)                     GEOID03
 QC0181  DYNAMIC HT  -        1292.808 (meters)    4241.49  (feet)  COMP
 QC0181  MODELED GRAV-     980,162.5   (mgal)                       NAVD 88
 QC0181
 QC0181  VERT ORDER  -  FIRST     CLASS II
 QC0181
 QC0181.The horizontal coordinates were scaled from a topographic map and have
 QC0181.an estimated accuracy of +/- 6 seconds.
 QC0181
 QC0181.The orthometric height was determined by differential leveling
 QC0181.and adjusted in June 1991.
 QC0181
 QC0181.The geoid height was determined by GEOID03.
 QC0181
 QC0181.The dynamic height is computed by dividing the NAVD 88
 QC0181.geopotential number by the normal gravity value computed on the
 QC0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0181.degrees latitude (g = 980.6199 gals.).
 QC0181
 QC0181.The modeled gravity was interpolated from observed gravity values.
 QC0181
 QC0181;                    North         East    Units  Estimated Accuracy
 QC0181;SPC OR N     -   102,810.    2,658,720.      MT  (+/- 180 meters Scaled)
 QC0181
 QC0181                          SUPERSEDED SURVEY CONTROL
 QC0181
 QC0181  NGVD 29 (??/??/92) 1292.111  (m)         4239.20   (f) ADJ UNCH    1 2
 QC0181
 QC0181.Superseded values are not recommended for survey control.
 QC0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0181.See file dsdata.txt to determine how the superseded data were derived.
 QC0181
 QC0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK807367(NAD 83)
 QC0181_MARKER: DD = SURVEY DISK
 QC0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QC0181_STAMPING: 4239.578 GG 35 1930
 QC0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0181+STABILITY: SURFACE MOTION
 QC0181
 QC0181  HISTORY     - Date     Condition        Report By
 QC0181  HISTORY     - 1930     MONUMENTED       ORHD
 QC0181  HISTORY     - 1956     MARK NOT FOUND   USWB
 QC0181  HISTORY     - 1985     MARK NOT FOUND   NGS
 QC0181
 QC0181                          STATION DESCRIPTION
 QC0181
 QC0181'DESCRIBED BY OREGON HIGHWAY DEPARTMENT 1930
 QC0181'17.1 MI NE FROM PRAIRIE CITY.
 QC0181'ABOUT 17.1 MILES NORTHEAST ALONG THE JOHN DAY HIGHWAY (U. S. 28) FROM
 QC0181'PRAIRIE CITY, GRANT COUNTY, AT AUSTIN JUNCTION, AT THE EAST EDGE OF
 QC0181'THE EAST DRIVEWAY TO HILLS BLUE MOUNTAIN INN, 7 FEET EAST OF THE EAST
 QC0181'FACE OF THE MILLER SERVICE STATION, AND 40 FEET SOUTH OF THE CENTER
 QC0181'LINE OF THE HIGHWAY.  AN OREGON STATE HIGHWAY DEPARTMENT STANDARD
 QC0181'DISK, STAMPED 4239.578 GG 35 1930 AND SET IN THE TOP OF A CONCRETE
 QC0181'POST.  NOTE-- USGS REPORT JULY 1951 MARK WAS REPLACED WITH RR SPIKE IN
 QC0181'WEST SIDE ROOT OF 16 INCH PINE TREE.
 QC0181
 QC0181                          STATION RECOVERY (1956)
 QC0181
 QC0181'RECOVERY NOTE BY US WEATHER BUREAU (NOW NWS) 1956
 QC0181'MARK NOT FOUND.
 QC0181
 QC0181                          STATION RECOVERY (1985)
 QC0181
 QC0181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QC0181'EVIDENCE WAS FOUND THAT THIS MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0592 ***********************************************************************
 PB0592  DESIGNATION -  GG 73
 PB0592  PID         -  PB0592
 PB0592  STATE/COUNTY-  OR/LAKE
 PB0592  USGS QUAD   -  EGLI RIM (1982)
 PB0592
 PB0592                         *CURRENT SURVEY CONTROL
 PB0592  ___________________________________________________________________
 PB0592* NAD 83(1986)-  43 03 23.     (N)    120 48 41.     (W)     SCALED    
 PB0592* NAVD 88     -      1388.382  (meters)    4555.05   (feet)  ADJUSTED  
 PB0592  ___________________________________________________________________
 PB0592  GEOID HEIGHT-         -20.55  (meters)                     GEOID03
 PB0592  DYNAMIC HT  -        1387.619 (meters)    4552.55  (feet)  COMP
 PB0592  MODELED GRAV-     980,022.3   (mgal)                       NAVD 88
 PB0592
 PB0592  VERT ORDER  -  SECOND    CLASS 0
 PB0592
 PB0592.The horizontal coordinates were scaled from a topographic map and have
 PB0592.an estimated accuracy of +/- 6 seconds.
 PB0592
 PB0592.The orthometric height was determined by differential leveling
 PB0592.and adjusted in June 1991.
 PB0592
 PB0592.The geoid height was determined by GEOID03.
 PB0592
 PB0592.The dynamic height is computed by dividing the NAVD 88
 PB0592.geopotential number by the normal gravity value computed on the
 PB0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0592.degrees latitude (g = 980.6199 gals.).
 PB0592
 PB0592.The modeled gravity was interpolated from observed gravity values.
 PB0592
 PB0592;                    North         East    Units  Estimated Accuracy
 PB0592;SPC OR S     -   154,420.    1,474,640.      MT  (+/- 180 meters Scaled)
 PB0592
 PB0592                          SUPERSEDED SURVEY CONTROL
 PB0592
 PB0592  NGVD 29 (??/??/92) 1387.165  (m)         4551.06   (f) ADJ UNCH    2 0
 PB0592
 PB0592.Superseded values are not recommended for survey control.
 PB0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0592.See file dsdata.txt to determine how the superseded data were derived.
 PB0592
 PB0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFN782694(NAD 83)
 PB0592_MARKER: DB = BENCH MARK DISK
 PB0592_SETTING: 66 = SET IN ROCK OUTCROP
 PB0592_SP_SET: OUTCROP
 PB0592_STAMPING: GG 73 1931
 PB0592_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PB0592+STABILITY: POSITION/ELEVATION WELL
 PB0592
 PB0592  HISTORY     - Date     Condition        Report By
 PB0592  HISTORY     - 1931     MONUMENTED       CGS
 PB0592
 PB0592                          STATION DESCRIPTION
 PB0592
 PB0592'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 PB0592'13.9 MI SE FROM SILVER LAKE.
 PB0592'ABOUT 13.9 MILES SOUTHEAST ALONG THE FREMONT HIGHWAY (OREGON 31) FROM
 PB0592'SILVER LAKE, LAKE COUNTY, ABOUT 7.4 MILES NORTH OF SUMMER LAKE, 20
 PB0592'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND IN A ROCK OUTCROP. A
 PB0592'STANDARD DISK, STAMPED GG 73 1931.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0394 ***********************************************************************
 PB0394  DESIGNATION -  GG 93
 PB0394  PID         -  PB0394
 PB0394  STATE/COUNTY-  OR/KLAMATH
 PB0394  USGS QUAD   -  CRESCENT LAKE (1981)
 PB0394
 PB0394                         *CURRENT SURVEY CONTROL
 PB0394  ___________________________________________________________________
 PB0394* NAD 83(1986)-  43 28 54.     (N)    121 54 40.     (W)     SCALED    
 PB0394* NAVD 88     -      1413.309  (meters)    4636.83   (feet)  ADJUSTED  
 PB0394  ___________________________________________________________________
 PB0394  GEOID HEIGHT-         -21.23  (meters)                     GEOID03
 PB0394  DYNAMIC HT  -        1412.596 (meters)    4634.49  (feet)  COMP
 PB0394  MODELED GRAV-     980,065.5   (mgal)                       NAVD 88
 PB0394
 PB0394  VERT ORDER  -  SECOND    CLASS 0
 PB0394
 PB0394.The horizontal coordinates were scaled from a topographic map and have
 PB0394.an estimated accuracy of +/- 6 seconds.
 PB0394
 PB0394.The orthometric height was determined by differential leveling
 PB0394.and adjusted in June 1991.
 PB0394
 PB0394.The geoid height was determined by GEOID03.
 PB0394
 PB0394.The dynamic height is computed by dividing the NAVD 88
 PB0394.geopotential number by the normal gravity value computed on the
 PB0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0394.degrees latitude (g = 980.6199 gals.).
 PB0394
 PB0394.The modeled gravity was interpolated from observed gravity values.
 PB0394
 PB0394;                    North         East    Units  Estimated Accuracy
 PB0394;SPC OR S     -   202,580.    1,385,860.      MT  (+/- 180 meters Scaled)
 PB0394
 PB0394                          SUPERSEDED SURVEY CONTROL
 PB0394
 PB0394  NGVD 29 (??/??/92) 1412.032  (m)         4632.64   (f) ADJ UNCH    2 0
 PB0394
 PB0394.Superseded values are not recommended for survey control.
 PB0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0394.See file dsdata.txt to determine how the superseded data were derived.
 PB0394
 PB0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP880148(NAD 83)
 PB0394_MARKER: DB = BENCH MARK DISK
 PB0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0394_STAMPING: GG 93 1934
 PB0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0394+STABILITY: SURFACE MOTION
 PB0394
 PB0394  HISTORY     - Date     Condition        Report By
 PB0394  HISTORY     - 1934     MONUMENTED       CGS
 PB0394  HISTORY     - 1934     GOOD             ORDT
 PB0394
 PB0394                          STATION DESCRIPTION
 PB0394
 PB0394'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1934
 PB0394'5.8 MI SE FROM ODELL LAKE LODGE.
 PB0394'ABOUT 5.8 MILES SOUTHEAST ALONG THE WILLAMETTE HIGHWAY FROM ODELL LAKE
 PB0394'LODGE, KLAMATH COUNTY, THENCE SOUTH .5 MILE ALONG THE ROAD TO HOEY
 PB0394'RANCH, ON THE BANK OF BIG MARSH CREEK AT A POINT ABOUT .25 MILE
 PB0394'UPSTREAM FROM ITS JUNCTION WITH CRESCENT CREEK AND 5 FEET NORTHWEST OF
 PB0394'A GAGING STATION.  A STANDARD DISK STAMPED GG 93 1934 AND SET IN THE
 PB0394'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0042 ***********************************************************************
 PA0042  DESIGNATION -  GH 326
 PA0042  PID         -  PA0042
 PA0042  STATE/COUNTY-  OR/HARNEY
 PA0042  USGS QUAD   -  DRINKWATER PASS (1990)
 PA0042
 PA0042                         *CURRENT SURVEY CONTROL
 PA0042  ___________________________________________________________________
 PA0042* NAD 83(1986)-  43 47 15.     (N)    118 17 43.     (W)     SCALED    
 PA0042* NAVD 88     -      1202.494  (meters)    3945.18   (feet)  ADJUSTED  
 PA0042  ___________________________________________________________________
 PA0042  GEOID HEIGHT-         -18.32  (meters)                     GEOID03
 PA0042  DYNAMIC HT  -        1201.958 (meters)    3943.42  (feet)  COMP
 PA0042  MODELED GRAV-     980,131.5   (mgal)                       NAVD 88
 PA0042
 PA0042  VERT ORDER  -  FIRST     CLASS II
 PA0042
 PA0042.The horizontal coordinates were scaled from a topographic map and have
 PA0042.an estimated accuracy of +/- 6 seconds.
 PA0042
 PA0042.The orthometric height was determined by differential leveling
 PA0042.and adjusted in June 1991.
 PA0042
 PA0042.The geoid height was determined by GEOID03.
 PA0042
 PA0042.The dynamic height is computed by dividing the NAVD 88
 PA0042.geopotential number by the normal gravity value computed on the
 PA0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0042.degrees latitude (g = 980.6199 gals.).
 PA0042
 PA0042.The modeled gravity was interpolated from observed gravity values.
 PA0042
 PA0042;                    North         East    Units  Estimated Accuracy
 PA0042;SPC OR S     -   237,930.    1,677,430.      MT  (+/- 180 meters Scaled)
 PA0042
 PA0042                          SUPERSEDED SURVEY CONTROL
 PA0042
 PA0042  NGVD 29 (??/??/92) 1201.360  (m)         3941.46   (f) ADJ UNCH    1 2
 PA0042
 PA0042.Superseded values are not recommended for survey control.
 PA0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0042.See file dsdata.txt to determine how the superseded data were derived.
 PA0042
 PA0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ957490(NAD 83)
 PA0042_MARKER: DD = SURVEY DISK
 PA0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PA0042_STAMPING: G.H. 326 1934 POT
 PA0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0042+STABILITY: SURFACE MOTION
 PA0042
 PA0042  HISTORY     - Date     Condition        Report By
 PA0042  HISTORY     - 1934     MONUMENTED       ORDT
 PA0042  HISTORY     - 1943     GOOD             NGS
 PA0042  HISTORY     - 1967     GOOD             NGS
 PA0042  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 PA0042  HISTORY     - 19870801 MARK NOT FOUND   USGS
 PA0042
 PA0042                          STATION DESCRIPTION
 PA0042
 PA0042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PA0042'13.2 MI W FROM JUNTURA.
 PA0042'ABOUT 13.2 MILES WEST ALONG U.S. HIGHWAY 20 FROM THE STATION AT
 PA0042'JUNTURA, MALHEUR COUNTY, AT HIGHWAY MILAGE 176.7 MILES, AT THE WEST
 PA0042'END OF A CUT, 38 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 2 FEET NORTH
 PA0042'OF A REFERENCE POST.
 PA0042
 PA0042                          STATION RECOVERY (1967)
 PA0042
 PA0042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 PA0042'RECOVERED IN GOOD CONDITION.
 PA0042
 PA0042                          STATION RECOVERY (1987)
 PA0042
 PA0042'RECOVERY NOTE BY US POWER SQUADRON 1987 (DMP)
 PA0042'MARK NOT FOUND.
 PA0042
 PA0042                          STATION RECOVERY (1987)
 PA0042
 PA0042'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (DMP)
 PA0042'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB1308 ***********************************************************************
 RB1308  DESIGNATION -  GIBBON
 RB1308  PID         -  RB1308
 RB1308  STATE/COUNTY-  OR/UMATILLA
 RB1308  USGS QUAD   -  DUNCAN (1995)
 RB1308
 RB1308                         *CURRENT SURVEY CONTROL
 RB1308  ___________________________________________________________________
 RB1308* NAD 83(1991)-  45 35 18.22238(N)    118 22 20.37832(W)     ADJUSTED  
 RB1308* NAVD 88     -      1273.4    (meters)    4178.     (feet)  VERTCON   
 RB1308  ___________________________________________________________________
 RB1308  LAPLACE CORR-           7.38  (seconds)                    DEFLEC99
 RB1308  GEOID HEIGHT-         -19.00  (meters)                     GEOID03
 RB1308  HORZ ORDER  -  SECOND
 RB1308
 RB1308.The horizontal coordinates were established by classical geodetic methods
 RB1308.and adjusted by the National Geodetic Survey in October 1991.
 RB1308
 RB1308.The NAVD 88 height was computed by applying the VERTCON shift value to
 RB1308.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RB1308
 RB1308.The Laplace correction was computed from DEFLEC99 derived deflections.
 RB1308
 RB1308.The geoid height was determined by GEOID03.
 RB1308
 RB1308;                    North         East     Units Scale Factor Converg.
 RB1308;SPC OR N     -   215,733.953 2,666,002.122   MT  0.99992138   +1 30 32.1
 RB1308;SPC OR N     -   707,788.56  8,746,726.12   iFT  0.99992138   +1 30 32.1
 RB1308;UTM  11      - 5,049,232.865   392,952.549   MT  0.99974088   -0 58 49.4
 RB1308
 RB1308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RB1308!SPC OR N     -   0.99980339  x   0.99992138  =   0.99972478
 RB1308!UTM  11      -   0.99980339  x   0.99974088  =   0.99954432
 RB1308
 RB1308|---------------------------------------------------------------------|
 RB1308| PID    Reference Object                     Distance      Geod. Az  |
 RB1308|                                                           dddmmss.s |
 RB1308| CF5316 GIBBON RM 1                           7.816 METERS 12010     |
 RB1308| CF5315 GIBBON AZ MK                                       1492937.7 |
 RB1308| RB1360 AIRWAY BCN 48 SE OF PENDLETON       APPROX.16.2 KM 2702820.6 |
 RB1308| RB1361 DEADMAN PASS ORFS RADIO MAST        APPROX.11.8 KM 2755855.5 |
 RB1308| CF5317 GIBBON RM 2                           6.316 METERS 30350     |
 RB1308|---------------------------------------------------------------------|
 RB1308
 RB1308                          SUPERSEDED SURVEY CONTROL
 RB1308
 RB1308  NAD 83(1986)-  45 35 18.22346(N)    118 22 20.36960(W) AD(       ) 2
 RB1308  NAD 27      -  45 35 18.75224(N)    118 22 16.52078(W) AD(       ) 2
 RB1308  NGVD 29 (07/19/86) 1272.3    (m)         4174.     (f) VERT ANG    3  
 RB1308
 RB1308.Superseded values are not recommended for survey control.
 RB1308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1308.See file dsdata.txt to determine how the superseded data were derived.
 RB1308
 RB1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL9295349233(NAD 83)
 RB1308_MARKER: Z = SEE DESCRIPTION
 RB1308_SETTING: 0 = UNSPECIFIED SETTING
 RB1308
 RB1308  HISTORY     - Date     Condition        Report By
 RB1308  HISTORY     - 1963     MONUMENTED       USGS
 RB1308
 RB1308                          STATION DESCRIPTION
 RB1308
 RB1308'DESCRIBED BY US GEOLOGICAL SURVEY 1963 (JCC)
 RB1308'THE STATION IS LOCATED ABOUT 16 MILES EAST SOUTHEAST OF MISSION,
 RB1308'8 MILES SOUTH OF GIBBON, 6-1/2 MILES NORTH NORTHEAST OF MEACHAM
 RB1308'ON A LONG, HUMPY RIDGE KNOWN AS GIBBON RIDGE.
 RB1308'
 RB1308'TO REACH FROM THE POST OFFICE IN MEACHAM, GO NORTH ON A PAVED
 RB1308'ROAD (OLD U.S. HIGHWAY 30) FOR 0.8 MILE TO A SIDE ROAD RIGHT AT
 RB1308'A COUNTY SAND AND GRAVEL PIT.  TURN RIGHT AND FOLLOW THE DIRT
 RB1308'ROAD 1.4 MILES TO A FORK, TAKE THE RIGHT FORK AND GO 0.15 MILE
 RB1308'TO A FORK, TAKE THE LEFT FORK AND GO 0.85 MILE TO A FORK, TAKE
 RB1308'THE LEFT FORK AND GO 0.4 MILE TO A FORK, TAKE THE RIGHT FORK AND
 RB1308'GO 1.05 MILES TO A FORK.  TAKE THE LEFT FORK AND GO 0.15 MILE
 RB1308'TO A FORK, TAKE THE RIGHT FORK AND GO 0.15 MILE TO A FORK, TAKE
 RB1308'THE LEFT FORK AND GO 0.25 MILE TO A FORK, TAKE THE RIGHT FORK
 RB1308'AND GO 0.5 MILE TO A FORK AND SIGN LIGHT RIDGE 2.  TAKE THE
 RB1308'RIGHT FORK AND GO 0.15 MILE TO A FORK AND SIGN HORSESHOE RDG.
 RB1308'3/4.  TAKE THE LEFT FORK AND GO 1.0 MILE TO A FORK AND GATE
 RB1308'KNOWN AS SMITH GATE AND SIGN GIBBON RDG. HORSESHOE RDG..  TAKE
 RB1308'THE LEFT FORK, NORTH, TOWARD GIBBON RIDGE, AND GO 0.75 MILE
 RB1308'TO A FORK, TAKE THE LEFT FORK AND GO 0.9 MILE TO A FORK, TAKE
 RB1308'THE RIGHT FORK AND GO 0.55 MILE TO THE AZIMUTH MARK ON THE
 RB1308'RIGHT.  CONTINUE AHEAD FOR 0.2 MILE, THENCE BEAR LEFT ACROSS
 RB1308'COUNTRY ON DIM TRACKS FOR 0.05 MILE TO THE STATION.
 RB1308'
 RB1308'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY DISK, STAMPED GIBBON
 RB1308'1960, SET IN AN IRREGULAR MASS OF CONCRETE THAT IS FLUSH WITH THE
 RB1308'GROUND.  IT IS 0.05 MILE WEST OF THE DIRT ROAD AND 5.8 FEET
 RB1308'NORTHWEST OF A WITNESS POST.  THERE IS HIGHER GROUND TO THE
 RB1308'SOUTHWEST OF THE STATION.
 RB1308'
 RB1308'REFERENCE MARK 1 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK DISK,
 RB1308'STAMPED NO 1, SET IN AN IRREGULAR MASS OF CONCRETE FLUSH WITH THE
 RB1308'GROUND.  IT IS 21.0 FEET NORTHEAST OF THE WITNESS POST AND ABOUT
 RB1308'LEVEL WITH THE STATION.
 RB1308'
 RB1308'REFERENCE MARK 2 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK
 RB1308'DISK, STAMPED NO 2, SET IN AN IRREGULAR MASS OF CONCRETE 2 INCHES
 RB1308'BELOW THE GROUND.  IT IS 25.9 FEET NORTHWEST OF THE WITNESS POST
 RB1308'AND ABOUT LEVEL WITH THE STATION.
 RB1308'
 RB1308'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED GIBBON USGS 1963,
 RB1308'CEMENTED IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 2
 RB1308'INCHES ABOVE THE GROUND.  IT IS 29 FEET EAST OF THE CENTER OF THE
 RB1308'DIRT ROAD AND 2.3 FEET NORTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2196 ***********************************************************************
 QE2196  DESIGNATION -  GIL
 QE2196  PID         -  QE2196
 QE2196  STATE/COUNTY-  OR/LANE
 QE2196  USGS QUAD   -  EUGENE EAST (1986)
 QE2196
 QE2196                         *CURRENT SURVEY CONTROL
 QE2196  ___________________________________________________________________
 QE2196* NAD 83(1991)-  44 05 17.14380(N)    123 04 52.81387(W)     ADJUSTED  
 QE2196* NAVD 88     -       134.4    (meters)     441.     (feet)  VERTCON   
 QE2196  ___________________________________________________________________
 QE2196  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 QE2196  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 QE2196  HORZ ORDER  -  SECOND
 QE2196
 QE2196.The horizontal coordinates were established by classical geodetic methods
 QE2196.and adjusted by the National Geodetic Survey in October 1991.
 QE2196
 QE2196.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE2196.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE2196
 QE2196.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2196
 QE2196.The geoid height was determined by GEOID03.
 QE2196
 QE2196;                    North         East     Units Scale Factor Converg.
 QE2196;SPC OR S     -   272,178.222 1,293,295.219   MT  1.00002358   -1 45 57.7
 QE2196;SPC OR S     -   892,973.17  4,243,094.55   iFT  1.00002358   -1 45 57.7
 QE2196;UTM  10      - 4,881,660.705   493,488.520   MT  0.99960052   -0 03 23.7
 QE2196
 QE2196!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2196!SPC OR S     -   0.99998258  x   1.00002358  =   1.00000616
 QE2196!UTM  10      -   0.99998258  x   0.99960052  =   0.99958310
 QE2196
 QE2196|---------------------------------------------------------------------|
 QE2196| PID    Reference Object                     Distance      Geod. Az  |
 QE2196|                                                           dddmmss.s |
 QE2196| CE1516 GIL RM 1                             14.844 METERS 04532     |
 QE2196| CE1517 GIL RM 2                             14.310 METERS 13249     |
 QE2196| QE2189 KELLY BUTTE RM 1                    APPROX. 5.5 KM 1332343.4 |
 QE2196|---------------------------------------------------------------------|
 QE2196
 QE2196                          SUPERSEDED SURVEY CONTROL
 QE2196
 QE2196  NAD 83(1986)-  44 05 17.15894(N)    123 04 52.84054(W) AD(       ) 2
 QE2196  NAD 27      -  44 05 17.70827(N)    123 04 48.52322(W) AD(       ) 2
 QE2196  NGVD 29 (07/19/86)  133.3    (m)          437.     (f) VERT ANG    3  
 QE2196
 QE2196.Superseded values are not recommended for survey control.
 QE2196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2196.See file dsdata.txt to determine how the superseded data were derived.
 QE2196
 QE2196_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP9348981661(NAD 83)
 QE2196_MARKER: DD = SURVEY DISK
 QE2196_SETTING: 0 = UNSPECIFIED SETTING
 QE2196_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QE2196+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2008
 QE2196
 QE2196  HISTORY     - Date     Condition        Report By
 QE2196  HISTORY     - 1970     MONUMENTED       OR-039
 QE2196  HISTORY     - 20080510 GOOD             GEOCAC
 QE2196
 QE2196                          STATION DESCRIPTION
 QE2196
 QE2196'DESCRIBED BY LANE COUNTY OREGON 1970 (FI)
 QE2196'THE STATION IS LOCATED IN THE NORTH PART OF EUGENE, ABOUT 2 MILES
 QE2196'EAST OF THE WILLAMETTE RIVER AND ON AN OVERPASS OVER BELT LINE
 QE2196'ROAD.
 QE2196'
 QE2196'TO REACH THE STATION FROM THE JUNCTION OF DELTA HIGHWAY AND BELT LINE
 QE2196'ROAD IN THE NORTH PART OF EUGENE, GO NORTH ON DELTA HIGHWAY FOR 0.1
 QE2196'MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST ON GREEN ACRES
 QE2196'ROAD FOR 0.5 MILE TO THE END OF THE ROAD.  TURN RIGHT AND GO SOUTH
 QE2196'FOR 0.05 MILE TO A CROSS STREET, THENCE TURN LEFT AND GO EAST ON
 QE2196'HOLLY STREET FOR 0.35 MILE TO THE END OF THE STREET.  TURN RIGHT AND
 QE2196'GO SOUTH ON GILHAM STREET FOR 0.25 MILE TO AN OVERPASS AND THE
 QE2196'STATION.
 QE2196'
 QE2196'THE STATION MARK, STAMPED GIL 1969, IS A LANE COUNTY DISK CEMENTED
 QE2196'IN A DRILL HOLE IN THE WEST SIDEWALK OF THE OVERPASS.  IT IS 17 FEET
 QE2196'WEST OF THE CENTER OF THE STREET AND 3 FEET EAST OF THE WEST GUARD
 QE2196'RAIL OF THE OVERPASS.
 QE2196'
 QE2196'REFERENCE MARK NO. 1, STAMPED GIL RM 1, IS A LANE COUNTY DISK
 QE2196'CEMENTED IN A DRILL HOLE IN THE EAST SIDEWALK OF THE OVERPASS.  IT IS
 QE2196'18 FEET EAST OF THE CENTER OF THE STREET AND 2 FEET WEST OF THE
 QE2196'EAST GUARD RAIL OF THE OVERPASS.
 QE2196'
 QE2196'REFERENCE MARK NO. 2, STAMPED GIL RM 2, IS A LANE COUNTY DISK
 QE2196'CEMENTED IN A DRILL HOLE IN THE EAST SIDEWALK OF THE OVERPASS.  IT IS
 QE2196'18 FEET EAST OF THE CENTER OF THE STREET AND 2-1/2 FEET WEST OF THE
 QE2196'EAST GUARD RAIL OF THE OVERPASS.
 QE2196'
 QE2196'AN AZIMUTH MARK WAS NOT ESTABLISHED.
 QE2196
 QE2196                          STATION RECOVERY (2008)
 QE2196
 QE2196'RECOVERY NOTE BY GEOCACHING 2008 (ADS)
 QE2196'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0983 ***********************************************************************
 QC0983  DESIGNATION -  GILL
 QC0983  PID         -  QC0983
 QC0983  STATE/COUNTY-  OR/GRANT
 QC0983  USGS QUAD   -  JOHNNY CAKE MOUNTAIN (1995)
 QC0983
 QC0983                         *CURRENT SURVEY CONTROL
 QC0983  ___________________________________________________________________
 QC0983* NAD 83(1991)-  44 55 45.92443(N)    119 23 31.27923(W)     ADJUSTED  
 QC0983* NAVD 88     -      1034.9    (meters)    3395.     (feet)  VERTCON   
 QC0983  ___________________________________________________________________
 QC0983  LAPLACE CORR-           4.19  (seconds)                    DEFLEC99
 QC0983  GEOID HEIGHT-         -19.20  (meters)                     GEOID03
 QC0983  HORZ ORDER  -  THIRD
 QC0983
 QC0983.The horizontal coordinates were established by classical geodetic methods
 QC0983.and adjusted by the National Geodetic Survey in October 1991.
 QC0983
 QC0983.The NAVD 88 height was computed by applying the VERTCON shift value to
 QC0983.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QC0983
 QC0983.The Laplace correction was computed from DEFLEC99 derived deflections.
 QC0983
 QC0983.The geoid height was determined by GEOID03.
 QC0983
 QC0983;                    North         East     Units Scale Factor Converg.
 QC0983;SPC OR N     -   140,918.855 2,587,456.537   MT  0.99990326   +0 47 08.7
 QC0983;SPC OR N     -   462,332.20  8,489,030.63   iFT  0.99990326   +0 47 08.7
 QC0983;UTM  11      - 4,977,893.830   311,240.560   MT  1.00003814   -1 41 23.4
 QC0983
 QC0983!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QC0983!SPC OR N     -   0.99984077  x   0.99990326  =   0.99974405
 QC0983!UTM  11      -   0.99984077  x   1.00003814  =   0.99987890
 QC0983
 QC0983:                Primary Azimuth Mark                     Grid Az
 QC0983:SPC OR N     -  GILL AZ MK                               006 59 12.6
 QC0983:UTM  11      -  GILL AZ MK                               009 27 44.7
 QC0983
 QC0983|---------------------------------------------------------------------|
 QC0983| PID    Reference Object                     Distance      Geod. Az  |
 QC0983|                                                           dddmmss.s |
 QC0983| CD6619 GILL AZ MK                                         0074621.3 |
 QC0983| CD6620 GILL RM 1                            12.151 METERS 04724     |
 QC0983| CD6621 GILL RM 2                             5.433 METERS 24706     |
 QC0983|---------------------------------------------------------------------|
 QC0983
 QC0983                          SUPERSEDED SURVEY CONTROL
 QC0983
 QC0983  NAD 83(1986)-  44 55 45.93162(N)    119 23 31.27519(W) AD(       ) 3
 QC0983  NAD 27      -  44 55 46.40300(N)    119 23 27.29700(W) AD(       ) 3
 QC0983  NGVD 29 (07/19/86) 1033.8    (m)         3392.     (f) VERT ANG    3  
 QC0983
 QC0983.Superseded values are not recommended for survey control.
 QC0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0983.See file dsdata.txt to determine how the superseded data were derived.
 QC0983
 QC0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK1124177894(NAD 83)
 QC0983_MARKER: Z = SEE DESCRIPTION
 QC0983_SETTING: 0 = UNSPECIFIED SETTING
 QC0983
 QC0983  HISTORY     - Date     Condition        Report By
 QC0983  HISTORY     - 1946     MONUMENTED       CGS
 QC0983
 QC0983                          STATION DESCRIPTION
 QC0983
 QC0983'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 QC0983'STATION IS LOCATED ABOUT 7-1/2 MILES AIRLINE NORTH-NORTHEAST
 QC0983'OF MONUMENT, ABOUT 4-3/4 MILES AIRLINE WEST-NORTHWEST OF THE
 QC0983'MOUTH OF THE MIDDLE FORK OF JOHN DAY RIVER, ABOUT 1.1 MILES
 QC0983'AIRLINE NORTH-NORTHWEST OF THE JOHNNY CAKE MOUNTAIN, AND ABOUT
 QC0983'1 MILE AIRLINE NORTHWEST OF THE NORTH FORK OF THE JOHN DAY RIVER,
 QC0983'ON THE ROCKY POINT OF AN EAST-WEST RIDGE, A BRONZE DISK
 QC0983'STAMPED--GILL 1946 SET IN OUTCROPPING BEDROCK ON THE SOUTHWEST
 QC0983'END OF THE RIDGE.  THE MARK PROJECTS 3 FEET.
 QC0983'
 QC0983'REFERENCE MARK NO. 1 IS SET IN A LARGE BOULDER OF SEVERAL LARGE
 QC0983'BOULDERS, ON THE NORTHEAST END OF ROCKY RIDGE.  IT IS A BRONZE
 QC0983'DISK STAMPED--GILL NO 1 1946 AND PROJECTS 3 FEET.
 QC0983'
 QC0983'REFERENCE MARK NO. 2 IS ON THE SOUTHWEST END OF THE ROCKY RIDGE,
 QC0983'6 PACES SOUTHEAST OF A 20-FOOT JUNIPER.  IT IS A BRONZE DISK
 QC0983'STAMPED--GILL NO 2 1946 AND PROJECTS 6 FEET.
 QC0983'
 QC0983'THE AZIMUTH MARK IS APPROXIMATELY 0.7 MILE NORTH OF STATION,
 QC0983'ABOUT 50 PACES NORTH OF A FORK IN ROAD, 42 PACES NORTHWEST OF
 QC0983'CENTER LINE OF ROAD, 8 PACES SOUTH AND TEN PACES EAST OF
 QC0983'CULTIVATED FIELD, SET IN BEDROCK, FLUSH WITH GROUND.  A BRONZE
 QC0983'DISK STAMPED--GILL 1946.
 QC0983'
 QC0983'TO REACH STATION FROM POST OFFICE AT MONUMENT, FOLLOW MAIN-TRAVELED
 QC0983'ROAD NORTHWEST TOWARD KIMBERLY FOR 0.5 MILE TO ROAD RIGHT.  TURN
 QC0983'RIGHT AS PER SIGN HEPPNER 53 AND FOLLOW MAIN-TRAVELED ROAD
 QC0983'FOR 7.55 MILES TO A FORK AND SIGN GILLMAN RANCH 4 1/2.  TAKE
 QC0983'RIGHT FORK AND PASS THROUGH WIRE GATE AND FOLLOW ROCKY, NARROW
 QC0983'ROAD FOR 2.7 MILES (PASSING THROUGH 2 MORE WIRE GATES) TO WOOD
 QC0983'GATE AT ENTRANCE TO RANCH.  PASS THROUGH GATE AND FOLLOW ROAD
 QC0983'AHEAD ACROSS CREEK AND UP HILL FOR 0.7 MILE TO FORK.  TAKE
 QC0983'LEFT FORK AND FOLLOW MAIN-TRAVELED ROAD FOR 0.9 MILE TO A WIRE
 QC0983'GATE IN DRAW.  PASS THROUGH AND CONTINUE ON MAIN-TRAVELED ROAD FOR
 QC0983'0.2 MILE TO TRIANGLE-BLAZED PINE TREE ON LEFT AND
 QC0983'TRIPLE-BLAZED JUNIPER TREE ON RIGHT (THIS IS TURN OFF FOR
 QC0983'STATION CAKE).  CONTINUE AHEAD ON MAIN-TRAVELED ROAD FOR 0.8
 QC0983'MILE TO A REVERSE Y FORK.  HERE TURN RIGHT OFF ROAD AND HEAD
 QC0983'FOR LONE TREE WITH DOUBLE BLAZES AT EDGE OF CULTIVATED
 QC0983'FIELD.  THIS IS END OF TRUCK TRAVEL IF DRIVING A TWO-WHEEL
 QC0983'DRIVE VEHICLE.  IF DRIVING A FOUR-WHEEL DRIVE, TURN RIGHT,
 QC0983'CROSS SMALL STRIP OF CULTIVATED GROUND AND CONTINUE UP HILL
 QC0983'FOR 0.6 MILE TO SHARP PEAK AND STATION SITE.
 QC0983'
 QC0983'SUBSTITUTE STATION IS P.P. 107V-68A AND IS A LARGE JUNIPER TREE
 QC0983'TWENTY FEET HIGH AT THE WEST END OF THE ROCKY RIDGE ON
 QC0983'SHARP POINTED HILL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA1067 ***********************************************************************
 RA1067  DESIGNATION -  GILL RANCH LOT
 RA1067  PID         -  RA1067
 RA1067  STATE/COUNTY-  OR/WALLOWA
 RA1067  USGS QUAD   -  ZUMWALT (1990)
 RA1067
 RA1067                         *CURRENT SURVEY CONTROL
 RA1067  ___________________________________________________________________
 RA1067* NAD 83(1991)-  45 40 31.18384(N)    116 57 59.39726(W)     ADJUSTED  
 RA1067* NAVD 88     -      1404.9    (meters)    4609.     (feet)  VERTCON   
 RA1067  ___________________________________________________________________
 RA1067  LAPLACE CORR-           3.22  (seconds)                    DEFLEC99
 RA1067  GEOID HEIGHT-         -16.15  (meters)                     GEOID03
 RA1067  HORZ ORDER  -  THIRD
 RA1067
 RA1067.The horizontal coordinates were established by classical geodetic methods
 RA1067.and adjusted by the National Geodetic Survey in October 1991.
 RA1067
 RA1067.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1067.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1067
 RA1067.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1067
 RA1067.The geoid height was determined by GEOID03.
 RA1067
 RA1067;                    North         East     Units Scale Factor Converg.
 RA1067;SPC OR N     -   229,228.660 2,775,207.108   MT  0.99993366   +2 30 21.3
 RA1067;SPC OR N     -   752,062.53  9,105,010.20   iFT  0.99993366   +2 30 21.3
 RA1067;UTM  11      - 5,057,975.875   502,609.172   MT  0.99960008   +0 01 26.3
 RA1067
 RA1067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1067!SPC OR N     -   0.99978233  x   0.99993366  =   0.99971600
 RA1067!UTM  11      -   0.99978233  x   0.99960008  =   0.99938250
 RA1067
 RA1067:                Primary Azimuth Mark                     Grid Az
 RA1067:SPC OR N     -  LEWIS                                    261 58 11.1
 RA1067:UTM  11      -  LEWIS                                    264 27 06.1
 RA1067
 RA1067|---------------------------------------------------------------------|
 RA1067| PID    Reference Object                     Distance      Geod. Az  |
 RA1067|                                                           dddmmss.s |
 RA1067| RA1072 LEWIS                               APPROX. 7.9 KM 2642832.4 |
 RA1067|---------------------------------------------------------------------|
 RA1067
 RA1067                          SUPERSEDED SURVEY CONTROL
 RA1067
 RA1067  NAD 83(1986)-  45 40 31.18331(N)    116 57 59.39107(W) AD(       ) 3
 RA1067  NGVD 29 (09/20/87) 1403.7    (m)         4605.     (f) H LEVEL     3  
 RA1067
 RA1067.Superseded values are not recommended for survey control.
 RA1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1067.See file dsdata.txt to determine how the superseded data were derived.
 RA1067
 RA1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL0260957976(NAD 83)
 RA1067_MARKER: 57 = LOOKOUT TOWER
 RA1067
 RA1067  HISTORY     - Date     Condition        Report By
 RA1067  HISTORY     - UNK      FIRST OBSERVED
 RA1067  HISTORY     - 1954     GOOD             USGS
 RA1067
 RA1067                          STATION DESCRIPTION
 RA1067
 RA1067'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 RA1067'NOT OCCUPIED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2160 ***********************************************************************
 QE2160  DESIGNATION -  GILLESPIE RESET
 QE2160  PID         -  QE2160
 QE2160  STATE/COUNTY-  OR/LANE
 QE2160  USGS QUAD   -  EUGENE EAST (1986)
 QE2160
 QE2160                         *CURRENT SURVEY CONTROL
 QE2160  ___________________________________________________________________
 QE2160* NAD 83(1991)-  44 04 19.08737(N)    123 05 33.64255(W)     ADJUSTED  
 QE2160* NAVD 88     -       185.5    (meters)     609.     (feet)  VERTCON   
 QE2160  ___________________________________________________________________
 QE2160  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 QE2160  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 QE2160  HORZ ORDER  -  THIRD
 QE2160
 QE2160.The horizontal coordinates were established by classical geodetic methods
 QE2160.and adjusted by the National Geodetic Survey in October 1991.
 QE2160
 QE2160.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE2160.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE2160
 QE2160.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2160
 QE2160.The geoid height was determined by GEOID03.
 QE2160
 QE2160;                    North         East     Units Scale Factor Converg.
 QE2160;SPC OR S     -   270,415.187 1,292,331.869   MT  1.00001909   -1 46 25.6
 QE2160;SPC OR S     -   887,188.93  4,239,933.95   iFT  1.00001909   -1 46 25.6
 QE2160;UTM  10      - 4,879,870.473   492,578.572   MT  0.99960068   -0 03 52.1
 QE2160
 QE2160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2160!SPC OR S     -   0.99997456  x   1.00001909  =   0.99999365
 QE2160!UTM  10      -   0.99997456  x   0.99960068  =   0.99957525
 QE2160
 QE2160:                Primary Azimuth Mark                     Grid Az
 QE2160:SPC OR S     -  EUGENE KEZI TV MAST                      058 28 22.1
 QE2160:UTM  10      -  EUGENE KEZI TV MAST                      056 45 48.6
 QE2160
 QE2160|---------------------------------------------------------------------|
 QE2160| PID    Reference Object                     Distance      Geod. Az  |
 QE2160|                                                           dddmmss.s |
 QE2160| QE1748 EUGENE KEZI TV MAST                 APPROX. 8.9 KM 0564156.5 |
 QE2160| CE1522 GILLESPIE RM 5                        8.019 METERS 08246     |
 QE2160| PC0920 SPENCER                             APPROX. 9.9 KM 1812246.1 |
 QE2160| QE2207 EUGENE KVAL TV TOWER                APPROX. 7.9 KM 1934537.4 |
 QE2160| CE1520 GILLESPIE RM 3 PIN                    9.340 METERS 20821     |
 QE2160| CE1518 GILLESPIE RM 1                        9.333 METERS 20827     |
 QE2160| QE2217 OVERPASS RM 1 RESET                 APPROX. 3.5 KM 2491024.4 |
 QE2160| QE2205 GILLESPIE AZ MK 2                   APPROX. 0.9 KM 2541810.1 |
 QE2160| CE1519 GILLESPIE RM 2                        6.913 METERS 29825     |
 QE2160| CE1521 GILLESPIE RM 4 PIN                    6.920 METERS 29830     |
 QE2160| CU7124 GILLESPIE AZ MK                                    3393918.6 |
 QE2160|---------------------------------------------------------------------|
 QE2160
 QE2160                          SUPERSEDED SURVEY CONTROL
 QE2160
 QE2160  NAD 83(1986)-  44 04 19.10249(N)    123 05 33.66918(W) AD(       ) 3
 QE2160  NAD 27      -  44 04 19.64900(N)    123 05 29.35400(W) AD(       ) 3
 QE2160  NGVD 29 (07/19/86)  184.4    (m)          605.     (f) VERT ANG    3  
 QE2160
 QE2160.Superseded values are not recommended for survey control.
 QE2160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2160.See file dsdata.txt to determine how the superseded data were derived.
 QE2160
 QE2160_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP9257979870(NAD 83)
 QE2160_MARKER: Z = SEE DESCRIPTION
 QE2160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE2160_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QE2160
 QE2160  HISTORY     - Date     Condition        Report By
 QE2160  HISTORY     - 1945     MONUMENTED       CGS
 QE2160  HISTORY     - 1962     SEE DESCRIPTION  CGS
 QE2160  HISTORY     - 1970     GOOD             OR-039
 QE2160  HISTORY     - 1980     GOOD             NGS
 QE2160
 QE2160                          STATION DESCRIPTION
 QE2160
 QE2160'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (ANS)
 QE2160'STATION IS LOCATED ABOUT 1 MILE N OF EUGENE, ON THE SUMMIT OF
 QE2160'GILLESPIE BUTTE, A SMALL BUTTE ABOUT 3/4 MILE N OF THE WILLAMETTE
 QE2160'RIVER.  GILLESPIE BUTTE IS A GRASSY HILL, COVERED ON THE E SLOPES
 QE2160'BY A SCATTERED GROWTH OF OAKS, AND SUPPORTING ON ITS N SLOPES
 QE2160'A SMALL CEMETERY.
 QE2160'
 QE2160'STATION MARK IS A BRONZE STATION DISK BRAZED TO THE TOP OF A
 QE2160'3-INCH IRON PIPE THAT PROJECTS 4 INCHES AND IS STAMPED GILLESPIE
 QE2160'1945.  UNDERGROUND MARK IS A BRONZE STATION DISK SET IN CONCRETE
 QE2160'30 INCHES BELOW THE STATION AND IS STAMPED GILLESPIE 1945.
 QE2160'
 QE2160'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK BRAZED TO THE TOP
 QE2160'OF A 3-INCH IRON PIPE THAT PROJECTS 6 INCHES.  IT IS LOCATED ON A
 QE2160'SLIGHT RISE OF THE S SLOPE OF THE BUTTE, IS ABOUT LEVEL WITH THE
 QE2160'STATION, AND IS STAMPED GILLESPIE NO 1 1945.
 QE2160'
 QE2160'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK BRAZED TO THE TOP
 QE2160'OF A 3-INCH IRON PIPE THAT PROJECTS ABOUT 6 INCHES.  IT IS LOCATED
 QE2160'ON THE W SLOPE OF THE BUTTE, IS ABOUT 6 INCHES LOWER THAN THE
 QE2160'STATION, AND IS STAMPED GILLESPIE NO 2 1945.
 QE2160'
 QE2160'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A 12- BY 12-INCH
 QE2160'BLOCK OF CONCRETE THAT PROJECTS ABOUT 6 INCHES.  IT IS 1-1/2 FEET
 QE2160'W OF A POWER-LINE POLE, 15 FEET S OF THE CENTER LINE OF A PAVED
 QE2160'ROAD, AND IS STAMPED GILLESPIE 1945.
 QE2160'
 QE2160'TO REACH THE STATION FROM THE N APPROACH TO THE WILLAMETTE RIVER
 QE2160'BRIDGE NEAR EUGENE, GO NE ON THE PAVED ROAD TOWARDS COBURG FOR 1
 QE2160'MILE TO A FORK IN THE ROAD.  TAKE THE LEFT FORK (N) AND GO 0.5
 QE2160'MILE TO A ROAD LEFT (W) JUST BEFORE REACHING A LARGE DAIRY
 QE2160'FARM.  TURN LEFT AND FOLLOW THE MAIN TRAVELED ROAD W FOR 1.15
 QE2160'MILES TO A ROAD LEADING LEFT IN THE BOTTOM OF A SMALL DRAW.  AT
 QE2160'THIS POINT THE AZIMUTH MARK IS STRAIGHT AHEAD 0.2 MILE ON THE
 QE2160'LEFT (S) SIDE OF THE ROAD AND THE STATION IS 0.5 MILE S.  TO
 QE2160'CONTINUE TO THE STATION, TURN LEFT (S) AND FOLLOW THE TRACK ROAD
 QE2160'FOR 0.4 MILE TO ITS END ON THE N EDGE OF A SMALL CEMETERY.  PACK
 QE2160'S THROUGH THE CEMETERY TO THE HIGHEST POINT OF THE BUTTE AND
 QE2160'STATION.  (ABOUT 300 YARDS FROM THE END OF TRUCK TRAVEL TO THE
 QE2160'STATION.)
 QE2160
 QE2160                          STATION RECOVERY (1962)
 QE2160
 QE2160'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (FN)
 QE2160'STATION WAS VISITED, THE IRON PIPES WITH DISKS THAT WERE ORIGINALLY
 QE2160'USED FOR THE SURFACE STATION MARK AND THE REFERENCE MARKS HAVE BEEN
 QE2160'REPLACED WITH CONCRETE BLOCKS.  THE STATION MARK HAS A CITY OF
 QE2160'EUGENE BENCH MARK DISK THAT IS UNSTAMPED, THE REFERENCE MARKS HAVE
 QE2160'A METAL HUB SET IN THE CONCRETE.  THE STATION MARK IS ABOUT 2
 QE2160'INCHES BELOW THE LEVEL OF THE SURFACE OF THE GROUND, THE
 QE2160'REFERENCE MARKS ARE ABOUT 4 INCHES BELOW THE LEVEL OF THE SURFACE
 QE2160'OF THE GROUND.  THIS WORK WAS DONE BY THE EUGENE CITY
 QE2160'ENGINEERS AND THEY STATED THAT THE STATION MARK IS PLUMBED OVER
 QE2160'THE ORIGINAL UNDERGROUND STATION MARK.
 QE2160
 QE2160                          STATION RECOVERY (1970)
 QE2160
 QE2160'RECOVERY NOTE BY LANE COUNTY OREGON 1970 (FLI)
 QE2160'IT WAS REPORTED IN 1962 THAT THE ORIGINAL STATION MARK AND
 QE2160'REFERENCE MARKS WERE REPLACED BY THE EUGENE CITY ENGINEERS AND THAT
 QE2160'THE STATION MARK SET BY THEM WAS PLUMBED OVER THE ORIGINAL
 QE2160'UNDERGROUND STATION MARK.  THE STATION MARK, REFERENCE MARKS AND THE
 QE2160'ORIGINAL AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD
 QE2160'CONDITION.  A COMPLETE DESCRIPTION FOLLOWS--
 QE2160'
 QE2160'THE STATION IS LOCATED IN THE CENTRAL PART OF EUGENE AND ON THE NORTH
 QE2160'END AND HIGHEST POINT OF A HILL THAT IS LOCALLY KNOWN AS GILLESPIE
 QE2160'BUTTE.
 QE2160'
 QE2160'TO REACH THE STATION FROM THE INTERSECTION OF 6TH AVENUE (U.S.
 QE2160'HIGHWAY 99) AND WASHINGTON STREET IN EUGENE, GO NORTH ON WASHINGTON
 QE2160'STREET FOR 0.4 MILE TO INTERSTATE HIGHWAY 105.  CONTINUE NORTH AND
 QE2160'EAST ON INTERSTATE HIGHWAY 105 FOR 0.6 MILE TO AN EXIT AND SIGN
 QE2160'JUNCTION CITY.  EXIT, AS PER SIGN, AND GO SOUTHEAST, WEST AND
 QE2160'NORTH ON DELTA HIGHWAY FOR 0.5 MILE TO AN EXIT AND SIGN
 QE2160'WILLAGILLESPIE.  EXIT, AS PER SIGN, AND GO NORTH AND EAST ON THE
 QE2160'EXIT RAMP FOR 0.15 MILE TO A T-INTERSECTION.  TURN LEFT AND GO
 QE2160'NORTH ON WILLAGILLESPIE STREET FOR 0.15 MILE TO A CROSS STREET.
 QE2160'TURN RIGHT AND GO EAST ON CLINTON DRIVE FOR 0.2 MILE TO A CROSS
 QE2160'STREET.  TURN LEFT AND GO NORTH ON DEBRICK ROAD FOR 0.05 MILE
 QE2160'TO A SIDE STREET RIGHT.  (TO REACH THE AZIMUTH MARK FROM THIS
 QE2160'POINT, CONTINUE NORTH ON DEBRICK ROAD FOR 0.25 MILE TO A
 QE2160'T-INTERSECTION.  TURN RIGHT AND GO EAST ON CAL YOUNG ROAD FOR
 QE2160'ABOUT 150 FEET TO THE MARK ON THE RIGHT, SOUTH, SIDE OF THE
 QE2160'ROAD.) TURN RIGHT AND GO EAST, SOUTH AND NORTH ON CRENSHAW
 QE2160'ROAD FOR 0.45 MILE TO THE TOP OF THE HILL AND THE STATION.
 QE2160'
 QE2160'THE STATION MARK, UNSTAMPED, IS A CITY OF EUGENE DISK SET IN THE TOP
 QE2160'OF A CYLINDRICAL, CONCRETE POST THAT IS 2 INCHES BELOW THE SURFACE
 QE2160'OF THE GROUND.  IT IS IN THE APPROXIMATE CENTER OF A FENCED
 QE2160'ENCLOSURE THAT IS APPROXIMATELY 20 FEET SQUARE.
 QE2160'
 QE2160'REFERENCE MARK NO. 1 IS A CENTER-PUNCHED, STEEL PIN SET IN AN
 QE2160'IRREGULAR MASS OF CONCRETE THAT IS FLUSH WITH THE GROUND.  IT IS 24
 QE2160'FEET SOUTH OF THE WEST POST OF THE FENCED ENCLOSURE AND 21 FEET
 QE2160'WEST OF THE SOUTH POST OF THE FENCED ENCLOSURE.
 QE2160'
 QE2160'REFERENCE MARK NO. 2 IS A STEEL PIN SET IN AN IRREGULAR MASS OF
 QE2160'CONCRETE THAT IS 2 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 18
 QE2160'FEET WEST OF THE NORTH POST OF THE FENCED ENCLOSURE AND 15 FEET
 QE2160'NORTH OF THE WEST POST OF THE FENCED ENCLOSURE.
 QE2160'
 QE2160'THE AZIMUTH MARK, STAMPED GILLESPIE 1945, IS A STANDARD DISK SET IN
 QE2160'THE TOP OF A 12-INCH, SQUARE CONCRETE POST THAT PROJECTS 6 INCHES.
 QE2160'IT IS 17 FEET SOUTH OF THE CENTER OF THE ROAD AND 6 FEET WEST OF
 QE2160'POWER POLE NUMBER 14424.
 QE2160'
 QE2160'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN EUGENE.
 QE2160
 QE2160                          STATION RECOVERY (1980)
 QE2160
 QE2160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 QE2160'THE STATION, AND THE IRON PINS USED AS REFERENCE MARKS WERE RECOVERED
 QE2160'AS DESCRIBED BY F.N. IN 1962.  EVIDENTLY THE IRON PINS WERE PUT IN
 QE2160'THE APPROXIMATE AREAS AS REFERENCE MARKS 1 AND 2.  THE AZIMUTH MARK
 QE2160'WAS SEARCHED FOR BUT WAS NOT RECOVERED.  IT IS PROBABLY LOST BECAUSE
 QE2160'THE ROAD IN THE DESCRIBED AREA HAS BEEN WIDENED IN THE DESCRIBED AREA.
 QE2160'
 QE2160'A NEW REFERENCE MARK AND A NEW AZIMUTH MARK WAS ESTABLISHED AT THIS
 QE2160'TIME.  A NEW DESCRIPTION FOLLOWS.
 QE2160'
 QE2160'THE STATION IS LOCATED IN EUGENE, ON THE TOP OF A HILL KNOWN AS
 QE2160'GILLESPIE BUTTE, THERE IS A CEMETERY ON THE NORTH SLOPE OF THE HILL.
 QE2160'THE PROPERTY IS OWNED BY THE CITY OF EUGENE.
 QE2160'
 QE2160'TO REACH THE STATION FROM THE DELTA HIGHWAY OVERPASS OVER THE BELT
 QE2160'LINE FREEWAY IN EUGENE GO SOUTH ON DELTA HIGHWAY FOR 1.2 MILES TO THE
 QE2160'VALLEY RIVER CENTER OFFRAMP, TURN LEFT ON VALLEY RIVER CENTER AND GO
 QE2160'0.2 MILE, TURN LEFT ON WILLAGILLESPIE RD AND GO 0.1 MILE, TURN RIGHT
 QE2160'ON CLINTON DRIVE AND GO 0.3 MILE, TURN RIGHT ON CRENSHAW RD AND GO
 QE2160'0.2 MILE TO A GATE, PASS THROUGH GATE, AND CONTINUE UP HILL 0.2 MILE
 QE2160'TO ROAD TURN-A-ROUND AND THE STATION ON THE RIGHT.
 QE2160'
 QE2160'THE STATION IS A CITY OF EUGENE BENCH MARK DISK
 QE2160'STAMPED---GILLESPIE---SET IN CONCRETE 2 INCHES BELOW THE SURFACE OF
 QE2160'THE GROUND LOCATED 26.5 METERS (87 FEET) NE FROM A SMALL TREE IN THE
 QE2160'APPROXIMATE CENTER OF THE HILL, 7.89 METERS (25.9 FEET) WSW FROM THE
 QE2160'NORTH ONE OF 4 SIMILAR OAK TREES IN A ROW, 10.76 METERS (35.3 FEET)
 QE2160'NNW FROM THE SOUTH ONE OF 4 OAK TREES IN A ROW AT THE TOP OF HILL,
 QE2160'0.91 METER (3.0 FEET) S FROM A METAL WITNESS POST, AND 4.88 METERS
 QE2160'(16.0 FEET) SE FROM A PATH.
 QE2160'
 QE2160'REFERENCE MARK NO. 3 IS AN IRON PIN SET IN A MASS OF CONCRETE.  A
 QE2160'SCRATCH IN THE CONCRETE POINTS TOWARD THE STATION.  THE MARK IS
 QE2160'LOCATED 17.1 METERS (56 FEET) NE FROM A SMALL TREE IN THE APPROXIMATE
 QE2160'CENTER OF THE CLEARING AT THE TOP OF THE HILL, 5.2 METERS (17 FEET) E
 QE2160'FROM THE CENTERLINE OF A TRACK ROAD, AND 0.3 METER (1 FOOT) LOWER
 QE2160'THAN THE STATION.
 QE2160'
 QE2160'REFERENCE MARK NO. 4 IS AN IRON PIN SET IN A MASS OF CONCRETE ABOUT 2
 QE2160'INCHES BELOW THE SURFACE OF THE GROUND LOCATED 12.04 METERS (39.5
 QE2160'FEET) WNW FROM THE NORTH ONE OF 4 SIMILAR OAK TREES IN A ROW, 2.29
 QE2160'METERS (7.5 FEET) NW FROM THE CENTERLINE OF A PATH, AND 1/2 FOOT
 QE2160'LOWER THAN THE STATION.
 QE2160'
 QE2160'REFERENCE MARK NO. 5 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 QE2160'STAMPED---GILLESPIE 1946 NO 5 1980---SET INTO THE TOP OF A ROUND
 QE2160'CONCRETE MONUMENT 25 CM (10 INCHES) IN DIAMETER PROJECTING 5 CM (2
 QE2160'INCHES) ABOVE THE GROUND.  IT IS IN LINE AND BETWEEN THE SECOND AND
 QE2160'THIRD OAK TREES THAT ARE LOCATED AT THE TOP OF THE HILL.  IT IS
 QE2160'LOCATED 2.07 METERS (6.8 FEET) S FROM THE SECOND TREE, 3.05 METERS
 QE2160'(10.0 FEET) N FROM THE THIRD TREE, AND 0.3 METER (1 FOOT) LOWER THAN
 QE2160'THE STATION.
 QE2160'
 QE2160'AZIMUTH MARK NO. 1 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 QE2160'STAMPED---GILLESPIE 1946 1980---SET INTO A DRILL IN THE EAST
 QE2160'CONCRETE CURB OF THE PARKING LOT OF VALLEY RIVER SHOPPING CENTER
 QE2160'LOCATED 30.5 METERS (100 FEET) W FROM AND ACROSS THE STREET FROM A
 QE2160'CHEVRON GAS STATION, 41.1 METERS (135 FEET) S FROM THE SOUTH CURB OF
 QE2160'VALLEY RIVER DRIVE, AND 4.9 METERS (16 FEET) W FROM THE WEST CURB OF
 QE2160'VALLEY RIVER WAY.
 QE2160'
 QE2160'TO REACH THE AZIMUTH MARK FROM THE STATION GO BACK DOWN THE ROAD---
 QE2160'MILES TO A T JUNCTION, TURN LEFT ON CLINTON DRIVE AND GO 0.3 MILE TO
 QE2160'WILLAGILLESPIE ROAD, TURN LEFT AND GO 0.1 MILE TURN RIGHT ON VALLEY
 QE2160'RIVER DRIVE, OVER A FREEWAY AND GO 0.2 MILE, TURN LEFT AND GO 0.1
 QE2160'MILE TO THE ENTRANCE TO THE SHOPPING CENTER, TURN RIGHT AND DOUBLE
 QE2160'BACK 0.05 MILE TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3509 ***********************************************************************
 RD3509  DESIGNATION -  GILLIHAN LIGHT
 RD3509  PID         -  RD3509
 RD3509  STATE/COUNTY-  OR/MULTNOMAH
 RD3509  USGS QUAD   -  SAUVIE ISLAND (1990)
 RD3509
 RD3509                         *CURRENT SURVEY CONTROL
 RD3509  ___________________________________________________________________
 RD3509* NAD 83(1991)-  45 38 32.04391(N)    122 46 45.45914(W)     ADJUSTED  
 RD3509* NAVD 88     -              **(meters)            **(feet)            
 RD3509  ___________________________________________________________________
 RD3509  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 RD3509  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 RD3509  HORZ ORDER  -  THIRD
 RD3509
 RD3509.The horizontal coordinates were established by classical geodetic methods
 RD3509.and adjusted by the National Geodetic Survey in October 1991.
 RD3509
 RD3509
 RD3509.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3509
 RD3509.The geoid height was determined by GEOID03.
 RD3509
 RD3509;                    North         East     Units Scale Factor Converg.
 RD3509;SPC OR N     -   222,037.666 2,322,340.108   MT  0.99992871   -1 36 59.2
 RD3509;SPC OR N     -   728,470.03  7,619,226.08   iFT  0.99992871   -1 36 59.2
 RD3509;SPC WA S     -    36,902.393   322,319.932   MT  1.00004879   -1 39 20.4
 RD3509;SPC WA S     -   121,070.60  1,057,477.98   sFT  1.00004879   -1 39 20.4
 RD3509;UTM  10      - 5,054,322.218   517,199.568   MT  0.99960364   +0 09 28.1
 RD3509
 RD3509                          SUPERSEDED SURVEY CONTROL
 RD3509
 RD3509  NAD 83(1986)-  45 38 32.06309(N)    122 46 45.46072(W) AD(       ) 4
 RD3509  NAD 27      -  45 38 32.65100(N)    122 46 41.13500(W) AD(       ) 3
 RD3509
 RD3509.Superseded values are not recommended for survey control.
 RD3509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3509.See file dsdata.txt to determine how the superseded data were derived.
 RD3509
 RD3509_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1720054322(NAD 83)
 RD3509
 RD3509  HISTORY     - Date     Condition        Report By
 RD3509  HISTORY     - 1938     MONUMENTED       CGS
 RD3509  HISTORY     - 1960     SEE DESCRIPTION  CGS
 RD3509
 RD3509                          STATION DESCRIPTION
 RD3509
 RD3509'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (WMS)
 RD3509'STATION IS THE CENTER OF PILE (HANGING ARM LIGHT).
 RD3509
 RD3509                          STATION RECOVERY (1960)
 RD3509
 RD3509'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ANS)
 RD3509'THIS LIGHT WAS REBUILT IN 1951.
 RD3509'
 RD3509'THIS INTERSECTION STATION SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3474 ***********************************************************************
 RD3474  DESIGNATION -  GILLIHAN TANK
 RD3474  PID         -  RD3474
 RD3474  STATE/COUNTY-  OR/MULTNOMAH
 RD3474  USGS QUAD   -  SAUVIE ISLAND (1990)
 RD3474
 RD3474                         *CURRENT SURVEY CONTROL
 RD3474  ___________________________________________________________________
 RD3474* NAD 83(1991)-  45 38 45.80745(N)    122 46 31.60173(W)     ADJUSTED  
 RD3474* NAVD 88     -              **(meters)            **(feet)            
 RD3474  ___________________________________________________________________
 RD3474  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 RD3474  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 RD3474  HORZ ORDER  -  THIRD
 RD3474
 RD3474.The horizontal coordinates were established by classical geodetic methods
 RD3474.and adjusted by the National Geodetic Survey in October 1991.
 RD3474
 RD3474
 RD3474.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3474
 RD3474.The geoid height was determined by GEOID03.
 RD3474
 RD3474;                    North         East     Units Scale Factor Converg.
 RD3474;SPC OR N     -   222,453.937 2,322,652.027   MT  0.99992927   -1 36 49.4
 RD3474;SPC OR N     -   729,835.75  7,620,249.43   iFT  0.99992927   -1 36 49.4
 RD3474;SPC WA S     -    37,318.501   322,632.172   MT  1.00004770   -1 39 10.3
 RD3474;SPC WA S     -   122,435.78  1,058,502.38   sFT  1.00004770   -1 39 10.3
 RD3474;UTM  10      - 5,054,747.809   517,498.352   MT  0.99960376   +0 09 38.0
 RD3474
 RD3474                          SUPERSEDED SURVEY CONTROL
 RD3474
 RD3474  NAD 83(1986)-  45 38 45.82664(N)    122 46 31.60324(W) AD(       ) 4
 RD3474  NAD 27      -  45 38 46.40300(N)    122 46 27.23900(W) AD(       ) 3
 RD3474
 RD3474.Superseded values are not recommended for survey control.
 RD3474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3474.See file dsdata.txt to determine how the superseded data were derived.
 RD3474
 RD3474_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1749854748(NAD 83)
 RD3474
 RD3474  HISTORY     - Date     Condition        Report By
 RD3474  HISTORY     - 1938     MONUMENTED       CGS
 RD3474  HISTORY     - 1960     SEE DESCRIPTION  CGS
 RD3474
 RD3474                          STATION DESCRIPTION
 RD3474
 RD3474'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (WMS)
 RD3474'STATION IS THE CENTER OF A SQUARE WOODEN TANK TOWER, 1 MILE
 RD3474'SW OF KELLEY POINT, ON THE W BANK OF WILLAMETTE RIVER.
 RD3474
 RD3474                          STATION RECOVERY (1960)
 RD3474
 RD3474'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ANS)
 RD3474'THE LOCATION OF THIS INTERSECTION STATION WAS VISITED.  FROM
 RD3474'INFORMATION RECEIVED THIS TANK WAS TAKEN DOWN SEVERAL YEARS
 RD3474'AGO.
 RD3474'
 RD3474'THIS INTERSECTION STATION SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0967 ***********************************************************************
 QC0967  DESIGNATION -  GILMORE
 QC0967  PID         -  QC0967
 QC0967  STATE/COUNTY-  OR/GRANT
 QC0967  USGS QUAD   -  COURTHOUSE ROCK (1990)
 QC0967
 QC0967                         *CURRENT SURVEY CONTROL
 QC0967  ___________________________________________________________________
 QC0967* NAD 83(1991)-  44 44 58.45602(N)    119 28 51.53388(W)     ADJUSTED  
 QC0967* NAVD 88     -      1336.2    (meters)    4384.     (feet)  VERTCON   
 QC0967  ___________________________________________________________________
 QC0967  LAPLACE CORR-           5.39  (seconds)                    DEFLEC99
 QC0967  GEOID HEIGHT-         -19.15  (meters)                     GEOID03
 QC0967  HORZ ORDER  -  FIRST
 QC0967
 QC0967.The horizontal coordinates were established by classical geodetic methods
 QC0967.and adjusted by the National Geodetic Survey in October 1991.
 QC0967
 QC0967.The NAVD 88 height was computed by applying the VERTCON shift value to
 QC0967.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QC0967
 QC0967.The Laplace correction was computed from DEFLEC99 derived deflections.
 QC0967
 QC0967.The geoid height was determined by GEOID03.
 QC0967
 QC0967;                    North         East     Units Scale Factor Converg.
 QC0967;SPC OR N     -   120,843.036 2,580,687.099   MT  0.99992118   +0 43 21.6
 QC0967;SPC OR N     -   396,466.65  8,466,821.19   iFT  0.99992118   +0 43 21.6
 QC0967;UTM  11      - 4,958,125.909   303,610.161   MT  1.00007430   -1 44 49.9
 QC0967
 QC0967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QC0967!SPC OR N     -   0.99979353  x   0.99992118  =   0.99971473
 QC0967!UTM  11      -   0.99979353  x   1.00007430  =   0.99986782
 QC0967
 QC0967|---------------------------------------------------------------------|
 QC0967| PID    Reference Object                     Distance      Geod. Az  |
 QC0967|                                                           dddmmss.s |
 QC0967| CD6622 GILMORE RM 1                         17.531 METERS 07635     |
 QC0967| CD6623 GILMORE RM 2                         11.780 METERS 34215     |
 QC0967|---------------------------------------------------------------------|
 QC0967
 QC0967                          SUPERSEDED SURVEY CONTROL
 QC0967
 QC0967  NAD 83(1986)-  44 44 58.46290(N)    119 28 51.53012(W) AD(       ) 1
 QC0967  NAD 27      -  44 44 58.93800(N)    119 28 47.57000(W) AD(       ) 1
 QC0967  NGVD 29 (07/19/86) 1335.1    (m)         4380.     (f) VERT ANG    3  
 QC0967
 QC0967.Superseded values are not recommended for survey control.
 QC0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0967.See file dsdata.txt to determine how the superseded data were derived.
 QC0967
 QC0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK0361058126(NAD 83)
 QC0967_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QC0967_SETTING: 66 = SET IN ROCK OUTCROP
 QC0967
 QC0967  HISTORY     - Date     Condition        Report By
 QC0967  HISTORY     - 1946     MONUMENTED       CGS
 QC0967
 QC0967                          STATION DESCRIPTION
 QC0967
 QC0967'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 QC0967'THE STATION IS LOCATED 8-3/4 MILES WEST OF HAMILTON, ABOUT 7-1/2
 QC0967'MILES EAST-SOUTHEAST OF KIMBERLY, ABOUT 6 MILES SOUTHWEST OF
 QC0967'MONUMENT, ABOUT 4-1/4 MILES SOUTHEAST OF THE NORTH FORK OF THE
 QC0967'JOHN DAY RIVER AT ITS NEAREST POINT, AND ABOUT 2 MILES NORTHEAST
 QC0967'OF GILMORE CREEK.  IT IS ON TOP OF A LONG, PROMINENT RIDGE WHICH
 QC0967'RUNS NORTH AND SOUTH AND IS ON LAND OWNED BY HOWARD SWICK.  IT
 QC0967'IS SET IN A LARGE FLAT BOULDER WHICH PROJECTS 4 INCHES.  STAMPED
 QC0967'GILMORE 1946.
 QC0967'
 QC0967'REFERENCE MARK NO.1 IS EAST-NORTH EAST OF AND IS THE SAME
 QC0967'ELEVATION AS THE STATION.  STAMPED GILMORE NO.1 1946 AND PROJECTS
 QC0967'8 INCHES.
 QC0967'
 QC0967'REFERENCE MARK NO.2 IS NORTH-NORTHWEST OF, AND IS THE SAME
 QC0967'ELEVATION AS THE STATION.  STAMPED GILMORE NO.2 1946 AND PROJECTS
 QC0967'14 INCHES.
 QC0967'
 QC0967'STATION TREE (USFS 1939) 1946 WAS USED AS THE AZIMUTH MARK.
 QC0967'
 QC0967'TO REACH THE STATION FROM THE POST OFFICE IN MONUMENT, GO SOUTH
 QC0967'ON THE MAIN ROAD TOWARDS HAMILTON FOR 0.3 MILE TO THE BRIDGE OVER
 QC0967'THE JOHN DAY RIVER.  CROSS THE BRIDGE, TURN RIGHT OFF THE HIGHWAY,
 QC0967'PASS THRU A BOARD GATE, AND GO 0.25 MILE TO A WOOD BRIDGE OVER
 QC0967'FOX CREEK.  CROSS THE BRIDGE AND CONTINUE ON THE MAIN TRAVELLED
 QC0967'ROAD FOR 0.45 MILE TO A FORK.  TAKE LEFT FORK AND GO 0.1 MILE TO
 QC0967'ANOTHER FORK.  TAKE THE LEFT FORK AND GO 0.8 MILE TO A DIM
 QC0967'CROSS ROADS.  KEEP STRAIGHT AHEAD ON THE MAIN TRAVELLED ROAD
 QC0967'FOR 0.2 MILE TO A FORK.  HERE TAKE RIGHT FORK, UP THE CANYON ON A
 QC0967'VERY STEEP AND SIDLING ROAD, (A JEEP OR A SMALL TRUCK WITHOUT
 QC0967'DUALS IS NECESSARY FOR THIS LAST MILEAGE.), FOR 2.75 MILES
 QC0967'TO THE EMERY RANCH.  PASS TO THE RIGHT OF THE HOUSE AND
 QC0967'FOLLOW THE TRACK ROAD FOR 0.1 MILE TO A GATE.  PASS THRU THE
 QC0967'GATE AND CONTINUE FOR 0.2 MILE TO A WIRE GATE AT THE ENTRANCE
 QC0967'TO A FIELD.  GO THRU THE GATE AND GO ABOUT 50 YARDS, THENCE TURN
 QC0967'RIGHT ON A FIELD ROAD FOR 0.15 MILE TO A DIM FORKS JUST NORTH OF
 QC0967'A FENCED ENCLOSURE.  TAKE LEFT FORK AND FOLLOW THE DIM TRACK
 QC0967'ROAD ACROSS THE FIELD AND THEN ONTO A SIDE HILL AND GO 1.05
 QC0967'MILES TO A GATE IN A FENCE CORNER.  PASS THRU THE GATE AND GO
 QC0967'STRAIGHT AHEAD (WEST) ACROSS COUNTRY FOR 0.7 MILE TO THE TOP
 QC0967'OF THE HILL AND THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC1038 ***********************************************************************
 QC1038  DESIGNATION -  GIN
 QC1038  PID         -  QC1038
 QC1038  STATE/COUNTY-  OR/WHEELER
 QC1038  USGS QUAD   -  MT MISERY (1990)
 QC1038
 QC1038                         *CURRENT SURVEY CONTROL
 QC1038  ___________________________________________________________________
 QC1038* NAD 83(1991)-  44 41 15.90558(N)    119 41 51.23602(W)     ADJUSTED  
 QC1038* NAVD 88     -      1515.7    (meters)    4973.     (feet)  VERTCON   
 QC1038  ___________________________________________________________________
 QC1038  LAPLACE CORR-          -4.69  (seconds)                    DEFLEC99
 QC1038  GEOID HEIGHT-         -19.34  (meters)                     GEOID03
 QC1038  HORZ ORDER  -  FIRST
 QC1038
 QC1038.The horizontal coordinates were established by classical geodetic methods
 QC1038.and adjusted by the National Geodetic Survey in October 1991.
 QC1038
 QC1038.The NAVD 88 height was computed by applying the VERTCON shift value to
 QC1038.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QC1038
 QC1038.The Laplace correction was computed from DEFLEC99 derived deflections.
 QC1038
 QC1038.The geoid height was determined by GEOID03.
 QC1038
 QC1038;                    North         East     Units Scale Factor Converg.
 QC1038;SPC OR N     -   113,780.790 2,563,606.589   MT  0.99992960   +0 34 08.7
 QC1038;SPC OR N     -   373,296.56  8,410,782.77   iFT  0.99992960   +0 34 08.7
 QC1038;UTM  11      - 4,951,804.623   286,238.005   MT  1.00016194   -1 53 51.9
 QC1038
 QC1038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QC1038!SPC OR N     -   0.99976544  x   0.99992960  =   0.99969506
 QC1038!UTM  11      -   0.99976544  x   1.00016194  =   0.99992734
 QC1038
 QC1038|---------------------------------------------------------------------|
 QC1038| PID    Reference Object                     Distance      Geod. Az  |
 QC1038|                                                           dddmmss.s |
 QC1038| CD6624 GIN RM 1                              7.025 METERS 01920     |
 QC1038| QC0511 EDGE                                APPROX. 4.3 KM 0692922.0 |
 QC1038| CD6625 GIN RM 2                              7.746 METERS 23410     |
 QC1038|---------------------------------------------------------------------|
 QC1038
 QC1038                          SUPERSEDED SURVEY CONTROL
 QC1038
 QC1038  NAD 83(1986)-  44 41 15.91249(N)    119 41 51.23265(W) AD(       ) 1
 QC1038  NAD 27      -  44 41 16.40600(N)    119 41 47.25800(W) AD(       ) 1
 QC1038  NGVD 29 (07/19/86) 1514.5    (m)         4969.     (f) VERT ANG    3  
 QC1038
 QC1038.Superseded values are not recommended for survey control.
 QC1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC1038.See file dsdata.txt to determine how the superseded data were derived.
 QC1038
 QC1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKK8623851805(NAD 83)
 QC1038_MARKER: DS = TRIANGULATION STATION DISK
 QC1038_SETTING: 66 = SET IN ROCK OUTCROP
 QC1038
 QC1038  HISTORY     - Date     Condition        Report By
 QC1038  HISTORY     - 1946     MONUMENTED       CGS
 QC1038  HISTORY     - 1963     GOOD             CGS
 QC1038  HISTORY     - 1963     GOOD             ORTAX
 QC1038
 QC1038                          STATION DESCRIPTION
 QC1038
 QC1038'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 QC1038'ABOUT 5 MILES SOUTHWEST OF KIMBERLY.  2-1/2 MILES WEST OF THE
 QC1038'JOHN DAY RIVER.  ON THE HIGHEST POINT OF THE HIGHEST RIM-ROCK
 QC1038'BLUFF THAT OVERLOOKS THE RIVER.  THE STATION IS ON THE EAST EDGE
 QC1038'OF THE RIDGE IN A MAHOGANY THICKET.  THE MARK IS SET FLUSH WITH
 QC1038'THE GROUND AND IS STAMPED--GIN 1946.
 QC1038'
 QC1038'REFERENCE MARK NO. 1 IS NORTH OF THE STATION AND ABOUT 2 FEET
 QC1038'LOWER.  IT IS SET IN A NOTCH IN OUTCROPPING BEDROCK ON THE BREAK
 QC1038'OF THE HILL.
 QC1038'
 QC1038'REFERENCE MARK NO. 2 IS SOUTHWEST OF THE STATION AND ABOUT 2
 QC1038'FEET LOWER.  IT IS SET IN OUTCROPPING BEDROCK ON THE BREAK OF
 QC1038'THE HILL.
 QC1038'
 QC1038'BOTH REFERENCE MARKS ARE STAMPED WITH THE NAME AND DATE OF THE
 QC1038'STATION AND WITH THEIR RESPECTIVE NUMBERS.
 QC1038'
 QC1038'TRIANGULATION STATION EDGE 1946 WAS USED AS AN AZIMUTH MARK.  SEE
 QC1038'DESCRIPTION FOR THAT STATION.
 QC1038'
 QC1038'REACHED FROM KIMBERLY BY GOING SOUTH ON STATE NO. 19 FOR 7.2
 QC1038'MILES TO A SIDE ROAD RIGHT.  (THIS IS 11.9 MILES NORTH ALONG
 QC1038'NO. 19 FROM ITS JUNCTION WITH U.S. 28).  THEN TURN RIGHT THROUGH
 QC1038'CATTLE GUARD AND FOLLOW A GRAVEL ROAD, PASSING SHED AND CORRALS,
 QC1038'FOR 0.3 MILE TO BRIDGE OVER JOHN DAY RIVER.  CROSS BRIDGE AND
 QC1038'CONTINUE ON MAIN DIRT ROAD FOR 0.1 MILE.  THEN TURN LEFT ON A
 QC1038'DIRT ROAD FOR 0.1 MILE TO A GATE.  PASS THROUGH GATE, THEN TURN
 QC1038'RIGHT AND GO 30 YARDS TO ANOTHER GATE.  PASS THROUGH THIS GATE
 QC1038'AND FOLLOW A DIM, ROUGH TRAIL ROAD WESTERLY UP SAGEBRUSH
 QC1038'VALLEY FOR 0.25 MILE TO ANOTHER GATE.  PASS THROUGH THIS GATE
 QC1038'AND CONTINUE ON ROUGH STEEP ROAD WESTERLY FOR 2.0 MILES
 QC1038'TO WATER TROUGHS AND A CORRAL ON THE RIGHT.  THEN KEEP
 QC1038'STRAIGHT AHEAD AND CONTINUE UP STEEP HILL THROUGH TIMBER ON OLD
 QC1038'LOGGING ROAD FOR 0.5 MILE TO END OF TRUCK TRAVEL AT A
 QC1038'TRIANGLE BLAZE ON A 2-FOOT PINE TREE.  FROM HERE PACK
 QC1038'NORTHWEST THROUGH TIMBER FOR ABOUT 300 YARDS, THEN LEFT UP A
 QC1038'DRAW AND VERY STEEP SLOPE TO TOP OF RIM.  FROM TOP OF RIM,
 QC1038'GO NORTH, FOLLOWING CATTLE TRAIL PARTS OF THE WAY, FOR ABOUT 2
 QC1038'MILES TO HIGHEST RIM AND STATION SITE.  ABOUT A 2-1/2 HOUR PACK.
 QC1038
 QC1038                          STATION RECOVERY (1963)
 QC1038
 QC1038'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WTJ)
 QC1038'STATION RECOVERED IN GOOD CONDITION.  A NEW TO REACH DESCRIPTION
 QC1038'IS AS FOLLOWS--
 QC1038'
 QC1038'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 26 AND STATE
 QC1038'HIGHWAY 19, GO NORTH ON HIGHWAY 19 FOR 11.4 MILES TO ROAD LEFT
 QC1038'(WEST) AND SIGN FAA VORTAC 9 MILES.  GO WEST AND NORTH 0.5 MILES
 QC1038'TO W-4 RANCH BUILDINGS.  CONTINUE ON MAIN TRAVELED ROAD PASSING
 QC1038'TO THE RIGHT OF RANCH HOUSE 0.2 MILE TO ROAD LEFT (WEST).  GO
 QC1038'WESTERLY ON MAIN TRAVELED ROAD 5.5 MILES TO TOP OF MOUNTAIN AND
 QC1038'Y INTERSECTION (MAIN ROAD GOES TO FAA VORTAC).  TAKE RIGHT FORK
 QC1038'AND GO NORTHERLY ON BLADED DIRT ROAD 2.6 MILES.  AT THIS POINT
 QC1038'TURN SHARP RIGHT (EAST) AND GO 0.6 MILE ACROSS COUNTRY TO
 QC1038'HIGHEST POINT ON RIM OF CANYON AND STATION AS DESCRIBED.
 QC1038
 QC1038                          STATION RECOVERY (1963)
 QC1038
 QC1038'RECOVERY NOTE BY OREGON STATE TAX COMMISSION 1963
 QC1038'STATION, RM 1, RM 2, RECOVERED IN GOOD CONDITION.
 QC1038'
 QC1038'NEW TO REACH--STARTING IN KIMBERLY, GO S ON ST HWY 19 FOR 7.1
 QC1038'MI TO A GRAVEL RD RIGHT AND SIGN W 4 RANCH, TURN RIGHT, CROSS
 QC1038'CATTLE GUARD AND FOLLOW RD, CROSSING BRIDGE OVER JOHN DAY RIVER
 QC1038'FOR .5 MI TO RANCH HEADQUARTERS.  AT RANCH, KEEP LEFT ON MAIN RD,
 QC1038'PAST SHOP BUILDING, PASS THRU GATE AND CONTINUE FOR .1 MI TO RD
 QC1038'LEFT.  TURN LEFT AND FOLLOW MAIN GRAVEL RD UPHILL IN GENERAL SW
 QC1038'DIRECTION FOR 2.6 MI, TO A DIRT RD LEFT, CONTINUE STRAIGHT
 QC1038'AHEAD ON MAIN RD, UPHILL, THE RD BECOMES STEEPER WITH SEVERAL
 QC1038'SWITCHBACKS AS IT CLIMBS TOWARD THE MAIN ROCK RIM ABOVE.  FOLLOW
 QC1038'THE MAIN RD FOR 2.4 MI TO THE TOP OF THE RIM AND A RD FORK,
 QC1038'HERE MAIN RD TURNS LEFT AND DIRT RD RIGHT.  TURN RIGHT, N,
 QC1038'AND GO .4 MI TO A RD LEFT, KEEP RIGHT FOR .4 MI TO THE EDGE OF
 QC1038'THE TIMBER ON A LARGE, OPEN FLAT, CONTINUE N, CROSSING OPEN
 QC1038'RIDGE TOP FOR 1.4 MI AND PARK VEHICLE.  PACK RIGHT, E, UP
 QC1038'GENTLE SLOPE COVERED WITH SMALL JUNIPER TREES, APPROX. 2000
 QC1038'FT TO THE HIGH POINT ON THE EDGE OF THE RIM AND THE STATION.
 QC1038'THERE IS A SMALL GROUP OF PINE TREES N OF THE STATION AND MT.
 QC1038'MAHOGANY BRUSH AT THE STATION SITE.  STATION OVERLOOKS JOHN
 QC1038'DAY RIVER CANYON TO THE E.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0932 ***********************************************************************
 RC0932  DESIGNATION -  GINGER
 RC0932  PID         -  RC0932
 RC0932  STATE/COUNTY-  OR/WASCO
 RC0932  USGS QUAD   -  WHITE SALMON (1994)
 RC0932
 RC0932                         *CURRENT SURVEY CONTROL
 RC0932  ___________________________________________________________________
 RC0932* NAD 83(1991)-  45 41 14.98490(N)    121 24 38.47625(W)     ADJUSTED  
 RC0932* NAVD 88     -        36.548  (meters)     119.91   (feet)  ADJUSTED  
 RC0932  ___________________________________________________________________
 RC0932  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 RC0932  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 RC0932  DYNAMIC HT  -          36.548 (meters)     119.91  (feet)  COMP
 RC0932  MODELED GRAV-     980,606.2   (mgal)                       NAVD 88
 RC0932
 RC0932  HORZ ORDER  -  SECOND
 RC0932  VERT ORDER  -  SECOND    CLASS 0
 RC0932
 RC0932.The horizontal coordinates were established by classical geodetic methods
 RC0932.and adjusted by the National Geodetic Survey in October 1991.
 RC0932
 RC0932.The orthometric height was determined by differential leveling
 RC0932.and adjusted in June 1991.
 RC0932
 RC0932.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC0932
 RC0932.The geoid height was determined by GEOID03.
 RC0932
 RC0932.The dynamic height is computed by dividing the NAVD 88
 RC0932.geopotential number by the normal gravity value computed on the
 RC0932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0932.degrees latitude (g = 980.6199 gals.).
 RC0932
 RC0932.The modeled gravity was interpolated from observed gravity values.
 RC0932
 RC0932;                    North         East     Units Scale Factor Converg.
 RC0932;SPC OR N     -   224,961.429 2,429,065.100   MT  0.99993556   -0 38 45.0
 RC0932;SPC OR N     -   738,062.43  7,969,373.69   iFT  0.99993556   -0 38 45.0
 RC0932;SPC WA S     -    39,775.336   429,058.031   MT  1.00003624   -0 39 41.5
 RC0932;SPC WA S     -   130,496.25  1,407,667.89   sFT  1.00003624   -0 39 41.5
 RC0932;UTM  10      - 5,060,555.396   623,754.728   MT  0.99978829   +1 08 14.5
 RC0932
 RC0932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC0932!SPC OR N     -   0.99999763  x   0.99993556  =   0.99993319
 RC0932!SPC WA S     -   0.99999763  x   1.00003624  =   1.00003387
 RC0932!UTM  10      -   0.99999763  x   0.99978829  =   0.99978592
 RC0932
 RC0932|---------------------------------------------------------------------|
 RC0932| PID    Reference Object                     Distance      Geod. Az  |
 RC0932|                                                           dddmmss.s |
 RC0932| RC0933 T 533                                23.723 METERS 08344     |
 RC0932| CF3535 GINGER RM 4                          11.094 METERS 11540     |
 RC0932| CF3534 GINGER RM 3                           5.144 METERS 25831     |
 RC0932| RC0927 FORTUNE                             APPROX. 2.9 KM 2865046.8 |
 RC0932| RC0931 GINGER RM 1                           5.142 METERS 29847     |
 RC0932|---------------------------------------------------------------------|
 RC0932
 RC0932                          SUPERSEDED SURVEY CONTROL
 RC0932
 RC0932  NAD 83(1986)-  45 41 14.99802(N)    121 24 38.47436(W) AD(       ) 2
 RC0932  NAD 27      -  45 41 15.56500(N)    121 24 34.22300(W) AD(       ) 2
 RC0932  NGVD 29 (??/??/92)   35.531  (m)          116.57   (f) ADJ UNCH    2 0
 RC0932
 RC0932.Superseded values are not recommended for survey control.
 RC0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0932.See file dsdata.txt to determine how the superseded data were derived.
 RC0932
 RC0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR2375560555(NAD 83)
 RC0932_MARKER: DS = TRIANGULATION STATION DISK
 RC0932_SETTING: 66 = SET IN ROCK OUTCROP
 RC0932_SP_SET: ROCK CUT
 RC0932_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RC0932+STABILITY: POSITION/ELEVATION WELL
 RC0932
 RC0932  HISTORY     - Date     Condition        Report By
 RC0932  HISTORY     - 1957     MONUMENTED       CGS
 RC0932  HISTORY     - 1957     GOOD             NGS
 RC0932  HISTORY     - 1960     SEE DESCRIPTION  CGS
 RC0932  HISTORY     - 1972     SEE DESCRIPTION  NGS
 RC0932  HISTORY     - 1987     GOOD             USPSQD
 RC0932
 RC0932                          STATION DESCRIPTION
 RC0932
 RC0932'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JBW)
 RC0932'THE STATION IS ABOUT 3/4 MILE WEST OF MOSIER AND 1/4 MILE WEST
 RC0932'OF ROCK CREEK ON THE SOUTH SIDE OF U.S. HIGHWAY 30.  IT IS ON THE
 RC0932'EAST SLOPE OF A SMALL ROCKY KNOLL FORMED BY THE RAILROAD CUT
 RC0932'THROUGH THE TIP OF THE RIM OF ROCK ASCENDING TO THE WEST.
 RC0932'
 RC0932'TO REACH FROM THE U.S. HIGHWAY 30 UNDERPASS AT MOSIER, GO WEST
 RC0932'ON U.S. HIGHWAY 30 FOR 0.45 MILE TO THE STATION ON THE LEFT.
 RC0932'
 RC0932'THE STATION MARK (UNSTAMPED) IS A U.S. ENGINEERS BRONZE DISK
 RC0932'SET IN A DRILL HOLE IN BEDROCK FLUSH WITH THE GROUND.  THE LETTERS
 RC0932'USE GINGER ARE INSCRIBED IN A SMALL MASS OF CONCRETE AT THE
 RC0932'NORTHWEST SIDE OF THE DISK.  THE MARK IS ABOUT 20 FEET EAST OF
 RC0932'THE HIGHEST PART OF THE KNOLL AND 25 FEET SOUTHWEST OF A
 RC0932'TELEPHONE POLE.
 RC0932'
 RC0932'REFERENCE MARK 1, STAMPED GINGER USE NO 1 1957, IS A STANDARD
 RC0932'DISK CEMENTED IN A DRILL HOLE IN BEDROCK PROJECTING ABOUT 20
 RC0932'INCHES ON THE WEST AND NORTH SIDES.  IT IS ABOUT 6 FEET SOUTH OF
 RC0932'THE CUT BANK ABOVE THE HIGHWAY.
 RC0932'
 RC0932'BENCH MARK T 533 (OSHD) CAN BE USED FOR A REFERENCE MARK.  IT
 RC0932'IS A BRONZE DISK STAMPED T 533 1954, SET IN A DRILL HOLE IN THE
 RC0932'ROCK WALL OF THE CUT BANK ALONG THE HIGHWAY.  IT IS 32 FEET WEST
 RC0932'OF THE EAST END OF THE RIDGE, 45 FEET SOUTH OF THE CENTER LINE OF
 RC0932'THE HIGHWAY, ABOUT 3-1/2 FEET ABOVE THE GROUND, 1-1/2 FEET BELOW
 RC0932'THE TOP OF THE BANK AND 1 FOOT SOUTH OF A WITNESS POST.
 RC0932'
 RC0932'STATION FORTUNE CAN BE USED FOR AN AZIMUTH.
 RC0932
 RC0932                          STATION RECOVERY (1957)
 RC0932
 RC0932'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 RC0932'0.7 MI W FROM MOSIER.
 RC0932'0.7 MILE WEST ALONG U.S. HIGHWAY 30 FROM THE WEST END OF THE CONCRETE
 RC0932'HIGHWAY BRIDGE OVER MOSIER CREEK AT MOSIER, IN T 2 N - R 11 E, ABOUT
 RC0932'70 FEET WEST OF THE EAST END OF A ROCK CUT FOR RAILROAD, ABOUT 55 FEET
 RC0932'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 37 FEET NORTHEAST OF THE
 RC0932'HIGHEST POINT OF THE CUT, 24 FEET NORTH OF THE EDGE OF THE CUT, 25.5
 RC0932'FEET SOUTHWEST OF A TELEGRAPH POLE GUY POLE, ABOUT 20 FEET HIGHER THAN
 RC0932'THE HIGHWAY AND SET IN BEDROCK.
 RC0932
 RC0932                          STATION RECOVERY (1960)
 RC0932
 RC0932'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FN)
 RC0932'STATION WAS LOWERED BY THE OREGON HIGHWAY DEPARTMENT WHEN THE
 RC0932'HIGHWAY WAS REBUILT IN 1960.  THE STATION AND REFERENCE MARK IS
 RC0932'AT THE SAME LOCATION BUT AT A LOWER ELEVATION.
 RC0932'
 RC0932'STATION MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE OF A
 RC0932'LARGE ROCK OUT-CROP, THAT PROJECTS ABOUT 2-INCHES.  DISK IS
 RC0932'STAMPED GINGER USE 1957 1960.  IT IS 54 FEET SOUTH OF THE CENTER
 RC0932'OF THE MEDIAN OF THE HIGHWAY, AND ABOUT 4 FEET HIGHER, 40 FEET
 RC0932'NORTH OF THE NORTH RAIL OF THE UNION PACIFIC RAILROAD TRACKS AND
 RC0932'ABOUT 5 FEET HIGHER, 3.6 FEET SOUTH OF THE SOUTH RIGHT OF WAY
 RC0932'FENCE, 5.1 FEET EAST OF A METAL WITNESS POST, 11.6 FEET WEST
 RC0932'NORTHWEST OF A PHONE POLE WITH A TRIANGLE BLAZE.
 RC0932'
 RC0932'REFERENCE MARK IS A STANDARD DISK STAMPED GINGER USE NO 3 1960,
 RC0932'SET IN TOP OF A ROUND CONCRETE POST THAT PROJECTS 6 INCHES, 16.87
 RC0932'FEET WEST SOUTHWEST OF STATION.  DISTANCE WAS NOT CHECKED AT THIS
 RC0932'TIME.
 RC0932'
 RC0932'REACHED FROM THE OVERPASS AT MOSIER BY GOING WEST ON
 RC0932'U.S. HIGHWAY 30 FOR 0.4 MILE TO THE STATION ON THE LEFT,
 RC0932'SOUTH.  THIS IS 1-1/2 MILES WEST OF THE HOOD RIVER-WASCO COUNTY
 RC0932'LINE.
 RC0932
 RC0932                          STATION RECOVERY (1972)
 RC0932
 RC0932'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 RC0932'THE STATION MARK, AND REFERENCE MARK NO. 3 WERE RECOVERED IN
 RC0932'GOOD CONDITION.  BENCH MARK T 533 (OSHD) HAS BEEN
 RC0932'DESTROYED.  REFERENCE MARK NO. 4 WAS ESTABLISHED.  A DIFFERENCE
 RC0932'IN THE HORIZONTAL ANGLE TO REFERENCE MARK NO. 3 WAS FOUND.  A NEW
 RC0932'AND COMPLETE DESCRIPTION FOLLOWS.
 RC0932'
 RC0932'THE STATION IS 5-1/2 MILES EAST OF HOOD RIVER ON THE
 RC0932'RIGHT-OF-WAY BETWEEN INTERSTATE 80N, AND THE RAILROAD.
 RC0932'
 RC0932'TO REACH THE STATION FROM THE HOOD RIVER POST OFFICE GO EAST ON
 RC0932'CASCADE AVENUE FOR 0.1 MILE TO SECOND STREET, TURN LEFT, AND GO
 RC0932'NORTH ON SECOND STREET FOR 0.05 MILE TO INTERSTATE 80N, TURN
 RC0932'RIGHT, AND GO EAST ON INTERSTATE 80N FOR 3.8 MILES TO THE HOOD
 RC0932'RIVER-WASCO COUNTY LINE, CONTINUE EAST ON THE HIGHWAY FOR 1.6
 RC0932'MILES TO THE STATION ON THE RIGHT, THIS IS 0.3 MILE BEFORE
 RC0932'REACHING MILEPOST NO. 68 AT THE MOSIER EXIT.
 RC0932'
 RC0932'THE STATION MARK, STAMPED GINGER USE 1957 1960, IS A STANDARD
 RC0932'DISK CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS 2 INCHES,
 RC0932'44 FEET SOUTH OF THE CENTER OF THE EAST-BOUND TRAFFIC LANES, 38
 RC0932'FEET NORTH OF THE NEAREST RAIL OF THE RAILROAD TRACKS, 11 FEET
 RC0932'NORTHWEST OF A TELEPHONE POLE WITH A TRIANGLE BLAZE, 5 FEET EAST
 RC0932'OF A METAL WITNESS POST, 3.5 FEET SOUTH OF THE RIGHT-OF-WAY
 RC0932'FENCE LINE, AND 6 FEET HIGHER THAN THE HIGHWAY.  (NOTE 2)
 RC0932'
 RC0932'REFERENCE MARK NO. 3, STAMPED GINGER USE NO 3 1960, IS A
 RC0932'STANDARD DISK SET IN A CYLINDRICAL CONCRETE MONUMENT THAT IS
 RC0932'8-INCHES IN DIAMETER, AND PROJECTS 3 INCHES, 26 FEET WEST OF THE
 RC0932'TELEPHONE POLE, 18 FEET NORTH OF THE TOP OF THE CUT ABOVE THE
 RC0932'RAILROAD TRACKS, 12 FEET SOUTHWEST OF THE WITNESS POST, AND 10
 RC0932'FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  (NOTE 11B)
 RC0932'
 RC0932'REFERENCE MARK NO. 4, STAMPED GINGER USE 1957 NO 4 1972, IS A
 RC0932'STANDARD DISK CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS
 RC0932'1 INCH, 40 FEET EAST-SOUTHEAST OF THE WITNESS POST, 25 FEET
 RC0932'EAST-SOUTHEAST OF THE TELEPHONE POLE, 19 FEET NORTH OF THE TOP OF
 RC0932'THE CUT ABOVE THE RAILROAD TRACKS, AND 14 FEET SOUTH OF THE
 RC0932'RIGHT-OF-WAY FENCE LINE.  (NOTE 12A)
 RC0932'
 RC0932'THE DISTANCE BETWEEN R.M. NO. 3, AND R.M. NO. 4 IS 50.87 FEET
 RC0932'OR 15.505 METERS.
 RC0932'
 RC0932'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RC0932'1/2 MILE NORTHWEST OF MOSIER.
 RC0932
 RC0932                          STATION RECOVERY (1987)
 RC0932
 RC0932'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWE)
 RC0932'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1814 ***********************************************************************
 RD1814  DESIGNATION -  GINGER
 RD1814  PID         -  RD1814
 RD1814  STATE/COUNTY-  OR/TILLAMOOK
 RD1814  USGS QUAD   -  THE PENINSULA (1984)
 RD1814
 RD1814                         *CURRENT SURVEY CONTROL
 RD1814  ___________________________________________________________________
 RD1814* NAD 83(1991)-  45 26 48.04512(N)    123 43 56.87442(W)     ADJUSTED  
 RD1814* NAVD 88     -       469.4    (meters)    1540.     (feet)  VERTCON   
 RD1814  ___________________________________________________________________
 RD1814  LAPLACE CORR-          17.89  (seconds)                    DEFLEC99
 RD1814  GEOID HEIGHT-         -21.49  (meters)                     GEOID03
 RD1814  HORZ ORDER  -  SECOND
 RD1814
 RD1814.The horizontal coordinates were established by classical geodetic methods
 RD1814.and adjusted by the National Geodetic Survey in October 1991.
 RD1814
 RD1814.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD1814.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD1814
 RD1814.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1814
 RD1814.The geoid height was determined by GEOID03.
 RD1814
 RD1814;                    North         East     Units Scale Factor Converg.
 RD1814;SPC OR N     -   202,856.520 2,247,209.575   MT  0.99990633   -2 17 32.7
 RD1814;SPC OR N     -   665,539.76  7,372,734.83   iFT  0.99990633   -2 17 32.7
 RD1814;UTM  10      - 5,032,833.654   442,720.877   MT  0.99964034   -0 31 19.1
 RD1814
 RD1814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1814!SPC OR N     -   0.99992977  x   0.99990633  =   0.99983611
 RD1814!UTM  10      -   0.99992977  x   0.99964034  =   0.99957014
 RD1814
 RD1814|---------------------------------------------------------------------|
 RD1814| PID    Reference Object                     Distance      Geod. Az  |
 RD1814|                                                           dddmmss.s |
 RD1814| RD1820 GINGER RM                             9.141 METERS 22400     |
 RD1814| RD1919 CAPE LOOKOUT SUMMIT                 APPROX.18.0 KM 2390831.7 |
 RD1814| RD2006 SHELL POINT                         APPROX.14.0 KM 2993452.0 |
 RD1814|---------------------------------------------------------------------|
 RD1814
 RD1814                          SUPERSEDED SURVEY CONTROL
 RD1814
 RD1814  NAD 83(1986)-  45 26 48.07266(N)    123 43 56.87273(W) AD(       ) 2
 RD1814  NAD 27      -  45 26 48.69000(N)    123 43 52.44300(W) AD(       ) 2
 RD1814  NGVD 29 (07/19/86)  468.4    (m)         1537.     (f) VERT ANG    3  
 RD1814
 RD1814.Superseded values are not recommended for survey control.
 RD1814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1814.See file dsdata.txt to determine how the superseded data were derived.
 RD1814
 RD1814_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR4272132834(NAD 83)
 RD1814_MARKER: DS = TRIANGULATION STATION DISK
 RD1814_SETTING: 80 = SET IN A BOULDER
 RD1814_SP_SET: SET IN DRILL HOLE IN A BOULDER
 RD1814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD1814+STABILITY: SURFACE MOTION
 RD1814
 RD1814  HISTORY     - Date     Condition        Report By
 RD1814  HISTORY     - 1908     MONUMENTED       CGS
 RD1814  HISTORY     - 1941     GOOD             CGS
 RD1814
 RD1814                          STATION DESCRIPTION
 RD1814
 RD1814'DESCRIBED BY COAST AND GEODETIC SURVEY 1908 (JSH)
 RD1814'ABOUT THE CENTER OF THE TOP, ON A LITTLE KNOLL ON THE HIGHEST
 RD1814'POINT OF A MOUNTAIN E OF TILLAMOOK, ON THE TRASK RIVER ROAD.
 RD1814'
 RD1814'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A DRILL
 RD1814'HOLE IN A LARGE ROCK FLUSH WITH THE SURFACE.
 RD1814'
 RD1814'THE REFERENCE MARK IS A DRILL HOLE IN A VERY PROMINENT NATURAL
 RD1814'ROCK FORMATION, 9.13 METERS (30.0 FEET) FROM THE STATION
 RD1814'S 44 DEG 00 MIN W.
 RD1814
 RD1814                          STATION RECOVERY (1941)
 RD1814
 RD1814'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (ANS)
 RD1814'STATION IS ABOUT 5-1/2 MILES ESE OF TILLAMOOK, 1 MILE N OF THE
 RD1814'TRASK RIVER WHERE IT MAKES A BEND TO THE NE AND 3/4 MILE N OF A
 RD1814'FISH HATCHERY.  IT IS ON THE HIGHEST PART OF A GRASSY AND
 RD1814'FERN-COVERED HILL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2592 ***********************************************************************
 RC2592  DESIGNATION -  GINGER
 RC2592  PID         -  RC2592
 RC2592  STATE/COUNTY-  OR/SHERMAN
 RC2592  USGS QUAD   -  SINAMOX (1962)
 RC2592
 RC2592                         *CURRENT SURVEY CONTROL
 RC2592  ___________________________________________________________________
 RC2592* NAD 83(1991)-  45 20 50.62387(N)    120 54 39.16042(W)     ADJUSTED  
 RC2592* NAVD 88     -       651.6    (meters)    2138.     (feet)  VERTCON   
 RC2592  ___________________________________________________________________
 RC2592  LAPLACE CORR-           4.98  (seconds)                    DEFLEC99
 RC2592  GEOID HEIGHT-         -21.18  (meters)                     GEOID03
 RC2592  HORZ ORDER  -  SECOND
 RC2592
 RC2592.The horizontal coordinates were established by classical geodetic methods
 RC2592.and adjusted by the National Geodetic Survey in October 1991.
 RC2592
 RC2592.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC2592.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC2592
 RC2592.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2592
 RC2592.The geoid height was determined by GEOID03.
 RC2592
 RC2592;                    North         East     Units Scale Factor Converg.
 RC2592;SPC OR N     -   186,847.343 2,467,803.320   MT  0.99989943   -0 17 29.0
 RC2592;SPC OR N     -   613,016.22  8,096,467.59   iFT  0.99989943   -0 17 29.0
 RC2592;UTM  10      - 5,023,665.782   663,656.368   MT  0.99992932   +1 29 11.4
 RC2592
 RC2592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2592!SPC OR N     -   0.99990117  x   0.99989943  =   0.99980061
 RC2592!UTM  10      -   0.99990117  x   0.99992932  =   0.99983049
 RC2592
 RC2592|---------------------------------------------------------------------|
 RC2592| PID    Reference Object                     Distance      Geod. Az  |
 RC2592|                                                           dddmmss.s |
 RC2592| CF5320 GINGER RM 1                           6.923 METERS 01014     |
 RC2592| CF5321 GINGER RM 2                           5.458 METERS 08651     |
 RC2592| CF5319 GINGER AZ MK                                       1453002.0 |
 RC2592|---------------------------------------------------------------------|
 RC2592
 RC2592                          SUPERSEDED SURVEY CONTROL
 RC2592
 RC2592  NAD 83(1986)-  45 20 50.63707(N)    120 54 39.15676(W) AD(       ) 2
 RC2592  NAD 27      -  45 20 51.19300(N)    120 54 34.93500(W) AD(       ) 2
 RC2592  NGVD 29 (07/19/86)  650.6    (m)         2135.     (f) VERT ANG    3  
 RC2592
 RC2592.Superseded values are not recommended for survey control.
 RC2592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2592.See file dsdata.txt to determine how the superseded data were derived.
 RC2592
 RC2592_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR6365623666(NAD 83)
 RC2592_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RC2592_SETTING: 66 = SET IN ROCK OUTCROP
 RC2592
 RC2592  HISTORY     - Date     Condition        Report By
 RC2592  HISTORY     - 1946     MONUMENTED       CGS
 RC2592
 RC2592                          STATION DESCRIPTION
 RC2592
 RC2592'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 RC2592'ABOUT 13 MILES, AIRLINE, NORTHEAST OF MAUPIN AND 6 MILES, AIRLINE,
 RC2592'WEST OF GRASS VALLEY, ON A SMALL ROCKY POINT PROJECTING NORTH OF
 RC2592'THE MAIN RIDGE EAST OF THE DESCHUTES RIVER.  IT IS 8.9 FEET EAST OF
 RC2592'THE WEST EDGE OF THE CLIFF AND 124.5 FEET SOUTH-SOUTHEAST OF THE
 RC2592'POINT OF THE CLIFF.  IT IS STAMPED GINGER 1946 AND PROJECTS 10
 RC2592'INCHES.
 RC2592'
 RC2592'REFERENCE MARK NO. 1 IS 23 FEET NORTH-NORTHEAST OF THE WEST EDGE
 RC2592'OF THE CLIFF AND 3.5 FEET LOWER THAN THE STATION.  IT IS STAMPED
 RC2592'GINGER NO 1 1946.
 RC2592'
 RC2592'REFERENCE MARK NO. 2 IS 26 FEET EAST OF THE WEST EDGE OF THE CLIFF
 RC2592'AND 1.5 FEET LOWER THAN THE STATION.  IT IS STAMPED GINGER NO 2
 RC2592'1946.
 RC2592'
 RC2592'THE AZIMUTH MARK IS 12 FEET WEST OF THE WEST EDGE OF A FIELD AND
 RC2592'270 FEET SOUTH OF THE NORTHWEST CORNER OF THE FIELD.  IT IS STAMPED
 RC2592'GINGER 1946 AND PROJECTS 4 INCHES.
 RC2592'
 RC2592'SUBSTITUTE STATION 60V59A IS THE NORTHWEST POINT OF ROCK
 RC2592'OUTCROP.  IT IS 6.775 METERS LOWER THAN THE STATION.
 RC2592'
 RC2592'REACHED FROM THE POST OFFICE IN GRASS VALLEY, GO SOUTH ON
 RC2592'U.S. HIGHWAY 97 FOR 0.55 MILE TO THE JUNCTION OF U.S. HIGHWAY 97
 RC2592'AND STATE HIGHWAY 216.  TURN RIGHT ON STATE HIGHWAY 216 AND GO 5.4
 RC2592'MILES TO A FORK, TAKE RIGHT FORK AND GO 2.05 MILES TO A CATTLE
 RC2592'GUARD, PASS THROUGH CATTLE GUARD AND CONTINUE FOR 0.5 MILE TO THE
 RC2592'TOP OF GRADE AND A WIRE GATE ON THE LEFT.  TURN LEFT, THROUGH
 RC2592'WIRE GATE AND GO 0.6 MILE TO A FORK, TAKE LEFT FORK AND GO 0.35
 RC2592'MILE TO A WIRE GATE.  PASS THROUGH GATE AND GO 0.4 MILE, TURN
 RC2592'RIGHT, CROSS COUNTRY, ALONG SOUTH SIDE OF FIELD FOR 0.6 MILE.
 RC2592'TURN RIGHT, NORTH AND GO 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT
 RC2592'AS DESCRIBED.  HERE TURN LEFT, NORTHWEST, AND GO DOWN GRADE FOR
 RC2592'0.25 MILE TO THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1815 ***********************************************************************
 RD1815  DESIGNATION -  GINGER 2
 RD1815  PID         -  RD1815
 RD1815  STATE/COUNTY-  OR/TILLAMOOK
 RD1815  USGS QUAD   -  THE PENINSULA (1984)
 RD1815
 RD1815                         *CURRENT SURVEY CONTROL
 RD1815  ___________________________________________________________________
 RD1815* NAD 83(1991)-  45 26 48.04482(N)    123 43 56.87344(W)     ADJUSTED  
 RD1815* NAVD 88     -       469.     (meters)    1539.     (feet)  SCALED    
 RD1815  ___________________________________________________________________
 RD1815  LAPLACE CORR-          17.89  (seconds)                    DEFLEC99
 RD1815  GEOID HEIGHT-         -21.49  (meters)                     GEOID03
 RD1815  HORZ ORDER  -  SECOND
 RD1815
 RD1815.The horizontal coordinates were established by classical geodetic methods
 RD1815.and adjusted by the National Geodetic Survey in October 1991.
 RD1815
 RD1815.The orthometric height was scaled from a topographic map.
 RD1815
 RD1815.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1815
 RD1815.The geoid height was determined by GEOID03.
 RD1815
 RD1815;                    North         East     Units Scale Factor Converg.
 RD1815;SPC OR N     -   202,856.510 2,247,209.596   MT  0.99990633   -2 17 32.7
 RD1815;SPC OR N     -   665,539.73  7,372,734.90   iFT  0.99990633   -2 17 32.7
 RD1815;UTM  10      - 5,032,833.645   442,720.898   MT  0.99964034   -0 31 19.1
 RD1815
 RD1815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1815!SPC OR N     -   0.99992984  x   0.99990633  =   0.99983617
 RD1815!UTM  10      -   0.99992984  x   0.99964034  =   0.99957020
 RD1815
 RD1815:                Primary Azimuth Mark                     Grid Az
 RD1815:SPC OR N     -  EDWARDS                                  150 45 49.7
 RD1815:UTM  10      -  EDWARDS                                  148 59 36.1
 RD1815
 RD1815|---------------------------------------------------------------------|
 RD1815| PID    Reference Object                     Distance      Geod. Az  |
 RD1815|                                                           dddmmss.s |
 RD1815| RD1819 EDWARDS                             APPROX. 7.1 KM 1482817.0 |
 RD1815| RD1820 GINGER RM                             9.149 METERS 22409     |
 RD1815| DD9709 GINGER 2 RM 2                         7.094 METERS 30230     |
 RD1815|---------------------------------------------------------------------|
 RD1815
 RD1815                          SUPERSEDED SURVEY CONTROL
 RD1815
 RD1815  NAD 83(1986)-  45 26 48.07235(N)    123 43 56.87175(W) AD(       ) 2
 RD1815  NAD 27      -  45 26 48.69000(N)    123 43 52.44100(W) AD(       ) 2
 RD1815
 RD1815.Superseded values are not recommended for survey control.
 RD1815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1815.See file dsdata.txt to determine how the superseded data were derived.
 RD1815
 RD1815_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR4272132834(NAD 83)
 RD1815_MARKER: DS = TRIANGULATION STATION DISK
 RD1815_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RD1815_SP_SET: PREFABRICATED CONCRETE POST
 RD1815
 RD1815  HISTORY     - Date     Condition        Report By
 RD1815  HISTORY     - 1941     MONUMENTED       CGS
 RD1815
 RD1815                          STATION DESCRIPTION
 RD1815
 RD1815'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (ANS)
 RD1815'STATION IS ABOUT 5-1/2 MILES ESE OF TILLAMOOK, 1 MILE N OF THE
 RD1815'TRASK RIVER WHERE IT MAKES A BEND TO THE NE AND 3/4 MILE N OF
 RD1815'FISH HATCHERY.  IT IS ON THE HIGHEST PART OF A GRASSY AND
 RD1815'FERN-COVERED HILL.
 RD1815'
 RD1815'THE STATION IS A STANDARD DISK WELDED TO THE TOP OF A 2-INCH
 RD1815'IRON PIPE, THAT PROJECTS 1 INCH.  MARK IS SET APPROXIMATELY IN THE
 RD1815'SAME PLACE AS THE 1908 STATION WHICH WAS DESTROYED.  STAMPED
 RD1815'GINGER 2 1908-1941.  NO AZIMUTH MARK WAS SET.
 RD1815'
 RD1815'REFERENCE MARK NO.1 IS A STANDARD DISK SET IN DRILL HOLE IN
 RD1815'BEDROCK THAT WAS USED AS REFERENCE MARK IN 1908.  IT IS ABOUT 1
 RD1815'FOOT LOWER THAN STATION AND IS STAMPED GINGER 2 NO.1, 1908-1941.
 RD1815'
 RD1815'REFERENCE MARK NO.2 IS A STANDARD DISK WELDED TO THE TOP OF A
 RD1815'2-INCH IRON PIPE THAT PROJECTS 6 INCHES.  IT IS ABOUT 2 FEET
 RD1815'LOWER THAN STATION AND IS STAMPED GINGER NO.2, 1941.
 RD1815'
 RD1815'TO REACH THE STATION FROM THIRD STREET AND U.S. HIGHWAY 101 IN
 RD1815'TILLAMOOK GO E ON THIRD STREET AND WILSON RIVER HIGHWAY FOR
 RD1815'2.5 MILES TO THE FAIRVIEW SCHOOL.  TURN RIGHT, S, AND GO S AND E
 RD1815'ON TRASK RIVER ROAD FOR 3.6 MILES TO RANCH HOUSE AND A LARGE
 RD1815'DIARY BARN ON LEFT, N.  FROM RANC H HOUSE PACK N UPHILL FOLLOWING
 RD1815'COW TRAIL UP THE CREEK ALONG SIDE OF FENCE TO CREST OF RIDGE
 RD1815'BEARING NE TO HIGHEST POINT OF HILL AND STATION.  AN HOUR AND
 RD1815'45 MINUTES PACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1934 ***********************************************************************
 RC1934  DESIGNATION -  GINGER RESET
 RC1934  PID         -  RC1934
 RC1934  STATE/COUNTY-  OR/WASCO
 RC1934  USGS QUAD   -  WHITE SALMON (1994)
 RC1934
 RC1934                         *CURRENT SURVEY CONTROL
 RC1934  ___________________________________________________________________
 RC1934* NAD 83(1986)-  45 41 14.     (N)    121 24 38.     (W)     SCALED    
 RC1934* NAVD 88     -        33.044  (meters)     108.41   (feet)  ADJUSTED  
 RC1934  ___________________________________________________________________
 RC1934  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 RC1934  DYNAMIC HT  -          33.044 (meters)     108.41  (feet)  COMP
 RC1934  MODELED GRAV-     980,606.4   (mgal)                       NAVD 88
 RC1934
 RC1934  VERT ORDER  -  FIRST     CLASS II
 RC1934
 RC1934.The horizontal coordinates were scaled from a topographic map and have
 RC1934.an estimated accuracy of +/- 6 seconds.
 RC1934
 RC1934.The orthometric height was determined by differential leveling
 RC1934.and adjusted in June 1991.
 RC1934
 RC1934.The geoid height was determined by GEOID03.
 RC1934
 RC1934.The dynamic height is computed by dividing the NAVD 88
 RC1934.geopotential number by the normal gravity value computed on the
 RC1934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1934.degrees latitude (g = 980.6199 gals.).
 RC1934
 RC1934.The modeled gravity was interpolated from observed gravity values.
 RC1934
 RC1934;                    North         East    Units  Estimated Accuracy
 RC1934;SPC OR N     -   224,930.    2,429,080.      MT  (+/- 180 meters Scaled)
 RC1934
 RC1934                          SUPERSEDED SURVEY CONTROL
 RC1934
 RC1934.No superseded survey control is available for this station.
 RC1934
 RC1934_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR237605(NAD 83)
 RC1934_MARKER: DS = TRIANGULATION STATION DISK
 RC1934_SETTING: 66 = SET IN ROCK OUTCROP
 RC1934_SP_SET: BEDROCK
 RC1934_STAMPING: GINGER USE 1957 1960
 RC1934_MARK LOGO: CGS   
 RC1934_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RC1934+STABILITY: POSITION/ELEVATION WELL
 RC1934
 RC1934  HISTORY     - Date     Condition        Report By
 RC1934  HISTORY     - 1960     MONUMENTED       CGS
 RC1934  HISTORY     - 1987     GOOD             NGS
 RC1934
 RC1934                          STATION DESCRIPTION
 RC1934
 RC1934'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 RC1934'1.3 KM (0.80 MI) WEST FROM MOSIER.
 RC1934'1.3 KM (0.80 MI) WEST ALONG INTERSTATE HIGHWAY 84 FROM THE BRIDGE OVER
 RC1934'MOSIER CREEK IN MOSIER, ON A SMALL RIDGE BETWEEN THE HIGHWAY AND THE
 RC1934'UNION PACIFIC RAILROAD, 13.4 M (44.0 FT) SOUTH OF THE EASTBOUND
 RC1934'HIGHWAY CENTERLINE, 3.47 M (11.4 FT) WEST OF A TELEGRAPH POLE, 0.67 M
 RC1934'(2.2 FT) SOUTH OF A FENCE.
 RC1934'THE MARK IS 1.5 METERS  NE FROM  A WITNESS POST
 RC1934'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0931 ***********************************************************************
 RC0931  DESIGNATION -  GINGER RM 1
 RC0931  PID         -  RC0931
 RC0931  STATE/COUNTY-  OR/WASCO
 RC0931  USGS QUAD   -  WHITE SALMON (1994)
 RC0931
 RC0931                         *CURRENT SURVEY CONTROL
 RC0931  ___________________________________________________________________
 RC0931* NAD 83(1986)-  45 41 14.     (N)    121 24 37.     (W)     SCALED    
 RC0931* NAVD 88     -        36.275  (meters)     119.01   (feet)  ADJUSTED  
 RC0931  ___________________________________________________________________
 RC0931  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 RC0931  DYNAMIC HT  -          36.275 (meters)     119.01  (feet)  COMP
 RC0931  MODELED GRAV-     980,606.4   (mgal)                       NAVD 88
 RC0931
 RC0931  VERT ORDER  -  SECOND    CLASS 0
 RC0931
 RC0931.The horizontal coordinates were scaled from a topographic map and have
 RC0931.an estimated accuracy of +/- 6 seconds.
 RC0931
 RC0931.The orthometric height was determined by differential leveling
 RC0931.and adjusted in June 1991.
 RC0931
 RC0931.The geoid height was determined by GEOID03.
 RC0931
 RC0931.The dynamic height is computed by dividing the NAVD 88
 RC0931.geopotential number by the normal gravity value computed on the
 RC0931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0931.degrees latitude (g = 980.6199 gals.).
 RC0931
 RC0931.The modeled gravity was interpolated from observed gravity values.
 RC0931
 RC0931;                    North         East    Units  Estimated Accuracy
 RC0931;SPC OR N     -   224,930.    2,429,100.      MT  (+/- 180 meters Scaled)
 RC0931
 RC0931                          SUPERSEDED SURVEY CONTROL
 RC0931
 RC0931  NGVD 29 (??/??/92)   35.258  (m)          115.68   (f) ADJ UNCH    2 0
 RC0931
 RC0931.Superseded values are not recommended for survey control.
 RC0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0931.See file dsdata.txt to determine how the superseded data were derived.
 RC0931
 RC0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR237605(NAD 83)
 RC0931_MARKER: DR = REFERENCE MARK DISK
 RC0931_SETTING: 80 = SET IN A BOULDER
 RC0931_SP_SET: BOULDER
 RC0931_STAMPING: GINGER USE NO 1 1957
 RC0931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0931+STABILITY: SURFACE MOTION
 RC0931
 RC0931  HISTORY     - Date     Condition        Report By
 RC0931  HISTORY     - 1957     MONUMENTED       CGS
 RC0931
 RC0931                          STATION DESCRIPTION
 RC0931
 RC0931'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 RC0931'0.7 MI W FROM MOSIER.
 RC0931'0.7 MILE WEST ALONG U.S. HIGHWAY 30 FROM THE WEST END OF THE CONCRETE
 RC0931'HIGHWAY BRIDGE OVER MOSIER CREEK AT MOSIER, IN T 2 N - R 11 E, AT A
 RC0931'ROCK CUT FOR THE RAILROAD, ALONG THE NORTH EDGE OF THE CUT, ABOUT 50
 RC0931'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 24.5 FEET EAST OF A GUY
 RC0931'POLE FOR A TELEGRAPH POLE, 17.1 FEET NORTHWEST OF GINGER (USE)
 RC0931'TRIANGULATION STATION, 7 FEET SOUTH OF THE EDGE OF THE CUT, ABOUT 20
 RC0931'FEET HIGHER THAN THE HIGHWAY AND SET IN THE TOP OF A 2 BY 2-FOOT
 RC0931'BOULDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2466 ***********************************************************************
 RD2466  DESIGNATION -  GLADSTONE RAD KGON E MAST
 RD2466  PID         -  RD2466
 RD2466  STATE/COUNTY-  OR/CLACKAMAS
 RD2466  USGS QUAD   -  GLADSTONE (1984)
 RD2466
 RD2466                         *CURRENT SURVEY CONTROL
 RD2466  ___________________________________________________________________
 RD2466* NAD 83(1991)-  45 22 54.87921(N)    122 36 11.62221(W)     NO CHECK  
 RD2466* NAVD 88     -              **(meters)            **(feet)            
 RD2466  ___________________________________________________________________
 RD2466  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 RD2466  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 RD2466  HORZ ORDER  -  THIRD
 RD2466
 RD2466.The horizontal coordinates were established by classical geodetic methods
 RD2466.and adjusted by the National Geodetic Survey in October 1991.
 RD2466.No horizontal observational check was made to the station.
 RD2466
 RD2466
 RD2466.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2466
 RD2466.The geoid height was determined by GEOID03.
 RD2466
 RD2466;                    North         East     Units Scale Factor Converg.
 RD2466;SPC OR N     -   192,744.933 2,335,307.294   MT  0.99990149   -1 29 29.7
 RD2466;SPC OR N     -   632,365.27  7,661,769.34   iFT  0.99990149   -1 29 29.7
 RD2466;UTM  10      - 5,025,453.843   531,063.227   MT  0.99961186   +0 16 56.7
 RD2466
 RD2466                          SUPERSEDED SURVEY CONTROL
 RD2466
 RD2466  NAD 83(1986)-  45 22 54.89743(N)    122 36 11.63017(W) AD(       ) 4
 RD2466  NAD 27      -  45 22 55.46440(N)    122 36 07.29876(W) AD(       ) 3
 RD2466
 RD2466.Superseded values are not recommended for survey control.
 RD2466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2466.See file dsdata.txt to determine how the superseded data were derived.
 RD2466
 RD2466_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER3106325454(NAD 83)
 RD2466
 RD2466  HISTORY     - Date     Condition        Report By
 RD2466  HISTORY     - 1962     MONUMENTED       CGS
 RD2466  HISTORY     - 19990109 MARK NOT FOUND   USPSQD
 RD2466  HISTORY     - 20040729 GOOD             USPSQD
 RD2466  HISTORY     - 20040729 GOOD             USPSQD
 RD2466  HISTORY     - 20050828 MARK NOT FOUND   USPSQD
 RD2466
 RD2466                          STATION DESCRIPTION
 RD2466
 RD2466'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 RD2466'THE MAST IS LOCATED AT 15201 SE JOHNSON ROAD, PORTLAND.  THE
 RD2466'THREE-LEGGED STEEL STRUCTURE IS PAINTED IN ALTERNATE STRIPES OF
 RD2466'RED AND WHITE, AND IS APPROXIMATELY 162 FEET HIGH.  A RED LIGHT
 RD2466'ATOP THE MAST WAS THE POINT OBSERVED.
 RD2466
 RD2466                          STATION RECOVERY (1999)
 RD2466
 RD2466'RECOVERY NOTE BY US POWER SQUADRON 1999
 RD2466'MARK NOT FOUND.
 RD2466
 RD2466                          STATION RECOVERY (2004)
 RD2466
 RD2466'RECOVERY NOTE BY US POWER SQUADRON 2004 (REC)
 RD2466'OBSERVED FROM OUTSIDE FENCED AREA.
 RD2466
 RD2466                          STATION RECOVERY (2004)
 RD2466
 RD2466'RECOVERY NOTE BY US POWER SQUADRON 2004 (REC)
 RD2466'OBSERVED FROM OUTSIDE FENCED AREA.
 RD2466
 RD2466                          STATION RECOVERY (2005)
 RD2466
 RD2466'RECOVERY NOTE BY US POWER SQUADRON 2005 (JJJ)
 RD2466'STATION WAS NOT FOUND, WHERE GPS WITH 14 FOOT ACCURACY SAYS
 RD2466'COORDINATES SHOULD BE IS WHERE THE SWIMMING POOL FOR A NEW APARTMENT
 RD2466'COMPLEX NOW IS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2467 ***********************************************************************
 RD2467  DESIGNATION -  GLADSTONE RAD KGON CEN MAST
 RD2467  PID         -  RD2467
 RD2467  STATE/COUNTY-  OR/CLACKAMAS
 RD2467  USGS QUAD   -  GLADSTONE (1984)
 RD2467
 RD2467                         *CURRENT SURVEY CONTROL
 RD2467  ___________________________________________________________________
 RD2467* NAD 83(1991)-  45 22 53.38945(N)    122 36 13.86392(W)     NO CHECK  
 RD2467* NAVD 88     -              **(meters)            **(feet)            
 RD2467  ___________________________________________________________________
 RD2467  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 RD2467  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 RD2467  HORZ ORDER  -  THIRD
 RD2467
 RD2467.The horizontal coordinates were established by classical geodetic methods
 RD2467.and adjusted by the National Geodetic Survey in October 1991.
 RD2467.No horizontal observational check was made to the station.
 RD2467
 RD2467
 RD2467.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2467
 RD2467.The geoid height was determined by GEOID03.
 RD2467
 RD2467;                    North         East     Units Scale Factor Converg.
 RD2467;SPC OR N     -   192,700.231 2,335,257.347   MT  0.99990146   -1 29 31.3
 RD2467;SPC OR N     -   632,218.61  7,661,605.47   iFT  0.99990146   -1 29 31.3
 RD2467;UTM  10      - 5,025,407.630   531,014.702   MT  0.99961183   +0 16 55.1
 RD2467
 RD2467                          SUPERSEDED SURVEY CONTROL
 RD2467
 RD2467  NAD 83(1986)-  45 22 53.40769(N)    122 36 13.87188(W) AD(       ) 4
 RD2467  NAD 27      -  45 22 53.97466(N)    122 36 09.54046(W) AD(       ) 3
 RD2467
 RD2467.Superseded values are not recommended for survey control.
 RD2467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2467.See file dsdata.txt to determine how the superseded data were derived.
 RD2467
 RD2467_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER3101525408(NAD 83)
 RD2467
 RD2467  HISTORY     - Date     Condition        Report By
 RD2467  HISTORY     - 1962     MONUMENTED       CGS
 RD2467  HISTORY     - 19990109 MARK NOT FOUND   USPSQD
 RD2467  HISTORY     - 20040729 GOOD             USPSQD
 RD2467  HISTORY     - 20050828 MARK NOT FOUND   USPSQD
 RD2467
 RD2467                          STATION DESCRIPTION
 RD2467
 RD2467'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 RD2467'THE MAST IS LOCATED AT 15201 SE JOHNSON ROAD, PORTLAND.  THE
 RD2467'THREE-LEGGED STEEL STRUCTURE IS PAINTED IN ALTERNATE STRIPES OF
 RD2467'RED AND WHITE, AND IS APPROXIMATELY 205 FEET HIGH.  A RED LIGHT
 RD2467'ATOP THE MAST WAS THE POINT OBSERVED.
 RD2467
 RD2467                          STATION RECOVERY (1999)
 RD2467
 RD2467'RECOVERY NOTE BY US POWER SQUADRON 1999
 RD2467'MARK NOT FOUND.
 RD2467
 RD2467                          STATION RECOVERY (2004)
 RD2467
 RD2467'RECOVERY NOTE BY US POWER SQUADRON 2004 (REC)
 RD2467'OBSERVED FROM OUTSIDE FENCED AREA. THE MAST OF THIS STATION HAS BEEN
 RD2467'REPLACED, AND IS NOW APPROXIMATELY THE SAME HEIGHT AS NEIGHBORING EAST
 RD2467'AND WEST MASTS (RD2466 AND RD2468).
 RD2467
 RD2467                          STATION RECOVERY (2005)
 RD2467
 RD2467'RECOVERY NOTE BY US POWER SQUADRON 2005 (JJJ)
 RD2467'WHERE STATION USED TO BE IS NOW AN APARTMENT COMPLEX, GPS WITH
 RD2467'ACCURACY TO 14 FEET REPORTS THE STATION IN THE MIDDLE OF COMPLEX
 RD2467'SWIMMING POOL, CENTER OF THE COMPLEX.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2468 ***********************************************************************
 RD2468  DESIGNATION -  GLADSTONE RAD KGON W MAST
 RD2468  PID         -  RD2468
 RD2468  STATE/COUNTY-  OR/CLACKAMAS
 RD2468  USGS QUAD   -  GLADSTONE (1984)
 RD2468
 RD2468                         *CURRENT SURVEY CONTROL
 RD2468  ___________________________________________________________________
 RD2468* NAD 83(1991)-  45 22 52.04809(N)    122 36 16.03598(W)     NO CHECK  
 RD2468* NAVD 88     -              **(meters)            **(feet)            
 RD2468  ___________________________________________________________________
 RD2468  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 RD2468  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 RD2468  HORZ ORDER  -  THIRD
 RD2468
 RD2468.The horizontal coordinates were established by classical geodetic methods
 RD2468.and adjusted by the National Geodetic Survey in October 1991.
 RD2468.No horizontal observational check was made to the station.
 RD2468
 RD2468
 RD2468.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2468
 RD2468.The geoid height was determined by GEOID03.
 RD2468
 RD2468;                    North         East     Units Scale Factor Converg.
 RD2468;SPC OR N     -   192,660.069 2,335,209.034   MT  0.99990144   -1 29 32.8
 RD2468;SPC OR N     -   632,086.84  7,661,446.96   iFT  0.99990144   -1 29 32.8
 RD2468;UTM  10      - 5,025,366.004   530,967.669   MT  0.99961179   +0 16 53.6
 RD2468
 RD2468                          SUPERSEDED SURVEY CONTROL
 RD2468
 RD2468  NAD 83(1986)-  45 22 52.06633(N)    122 36 16.04393(W) AD(       ) 4
 RD2468  NAD 27      -  45 22 52.63331(N)    122 36 11.71251(W) AD(       ) 3
 RD2468
 RD2468.Superseded values are not recommended for survey control.
 RD2468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2468.See file dsdata.txt to determine how the superseded data were derived.
 RD2468
 RD2468_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER3096825366(NAD 83)
 RD2468
 RD2468  HISTORY     - Date     Condition        Report By
 RD2468  HISTORY     - 1962     MONUMENTED       CGS
 RD2468  HISTORY     - 19990109 MARK NOT FOUND   USPSQD
 RD2468  HISTORY     - 20040729 GOOD             USPSQD
 RD2468
 RD2468                          STATION DESCRIPTION
 RD2468
 RD2468'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 RD2468'THE MAST IS LOCATED AT 15201 SE JOHNSON ROAD, PORTLAND.  THE
 RD2468'THREE-LEGGED STEEL STRUCTURE IS PAINTED IN ALTERNATE STRIPES OF
 RD2468'RED AND WHITE, AND IS APPROXIMATELY 162 FEET HIGH.  A RED LIGHT
 RD2468'ATOP THE MAST WAS THE POINT OBSERVED.
 RD2468
 RD2468                          STATION RECOVERY (1999)
 RD2468
 RD2468'RECOVERY NOTE BY US POWER SQUADRON 1999
 RD2468'MARK NOT FOUND.
 RD2468
 RD2468                          STATION RECOVERY (2004)
 RD2468
 RD2468'RECOVERY NOTE BY US POWER SQUADRON 2004 (REC)
 RD2468'OBSERVED FROM OUTSIDE FENCED AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB1184 ***********************************************************************
 QB1184  DESIGNATION -  GLASGOW
 QB1184  PID         -  QB1184
 QB1184  STATE/COUNTY-  OR/BAKER
 QB1184  USGS QUAD   -  GLASGOW BUTTE (1988)
 QB1184
 QB1184                         *CURRENT SURVEY CONTROL
 QB1184  ___________________________________________________________________
 QB1184* NAD 83(1991)-  44 46 18.98183(N)    117 23 11.20888(W)     ADJUSTED  
 QB1184* NAVD 88     -      1501.3    (meters)    4926.     (feet)  VERTCON   
 QB1184  ___________________________________________________________________
 QB1184  LAPLACE CORR-           5.20  (seconds)                    DEFLEC99
 QB1184  GEOID HEIGHT-         -16.46  (meters)                     GEOID03
 QB1184  HORZ ORDER  -  THIRD
 QB1184
 QB1184.The horizontal coordinates were established by classical geodetic methods
 QB1184.and adjusted by the National Geodetic Survey in October 1991.
 QB1184
 QB1184.The NAVD 88 height was computed by applying the VERTCON shift value to
 QB1184.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QB1184
 QB1184.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB1184
 QB1184.The geoid height was determined by GEOID03.
 QB1184
 QB1184;                    North         East     Units Scale Factor Converg.
 QB1184;SPC OR N     -   127,567.922 2,746,384.626   MT  0.99991842   +2 12 29.1
 QB1184;SPC OR N     -   418,529.93  9,010,448.25   iFT  0.99991842   +2 12 29.1
 QB1184;UTM  11      - 4,957,688.894   469,421.485   MT  0.99961150   -0 16 19.8
 QB1184
 QB1184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QB1184!SPC OR N     -   0.99976725  x   0.99991842  =   0.99968569
 QB1184!UTM  11      -   0.99976725  x   0.99961150  =   0.99937884
 QB1184
 QB1184:                Primary Azimuth Mark                     Grid Az
 QB1184:SPC OR N     -  SPARTA LOH                               016 17 39.3
 QB1184:UTM  11      -  SPARTA LOH                               018 46 28.2
 QB1184
 QB1184|---------------------------------------------------------------------|
 QB1184| PID    Reference Object                     Distance      Geod. Az  |
 QB1184|                                                           dddmmss.s |
 QB1184| QB1186 SPARTA LOH                          APPROX.13.3 KM 0183008.4 |
 QB1184| QB1188 GLASGOW RM 1                         10.189 METERS 16413     |
 QB1184| QB1189 GLASGOW RM 2                         10.171 METERS 21345     |
 QB1184|---------------------------------------------------------------------|
 QB1184
 QB1184                          SUPERSEDED SURVEY CONTROL
 QB1184
 QB1184  NAD 83(1986)-  44 46 18.98376(N)    117 23 11.21699(W) AD(       ) 3
 QB1184  NGVD 29 (09/20/87) 1500.2    (m)         4922.     (f) H LEVEL     3  
 QB1184
 QB1184.Superseded values are not recommended for survey control.
 QB1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB1184.See file dsdata.txt to determine how the superseded data were derived.
 QB1184
 QB1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK6942157689(NAD 83)
 QB1184_MARKER: DS = TRIANGULATION STATION DISK
 QB1184_SETTING: 66 = SET IN ROCK OUTCROP
 QB1184_SP_SET: SET IN BEDROCK
 QB1184_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QB1184+STABILITY: POSITION/ELEVATION WELL
 QB1184
 QB1184  HISTORY     - Date     Condition        Report By
 QB1184  HISTORY     - 1954     MONUMENTED       USGS
 QB1184
 QB1184                          STATION DESCRIPTION
 QB1184
 QB1184'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 QB1184'LOCATED ABOUT 11 MI W. OF RICHLAND, 3 MI S. OF POWDER RIVER.  ON
 QB1184'HIGHEST POINT OF GLASGOW BUTTE.
 QB1184'
 QB1184'TO REACH FROM RICHLAND POST OFFICE, TURN 22.9 MI W. ON STATE HWY.
 QB1184'86.  TURN LEFT AND FOLLOW DIRT RD. 1.1 MI S. TO RD. FORKS.  TAKE
 QB1184'RIGHT FORK 4.4 MI TO RD. FORKS.  TAKE LEFT FORK 2.6 MI TO RD.
 QB1184'FORKS.  TAKE LEFT FORK 2.8 MI TO RD. FORKS.  TAKE LEFT FORK 0.2 MI
 QB1184'TO RD. FORKS.  TAKE LEFT FORK 0.4 MI.  LEAVE TRUCK AND PACK W. TO
 QB1184'HIGHEST POINT IN VICINITY AND STATION.  ABOUT 25-MINUTE PACK.
 QB1184'
 QB1184'STATION MARK--STANDARD BRONZE TABLET STAMPED---GLASGOW 1954---,
 QB1184'CEMENTED IN BEDROCK.
 QB1184'
 QB1184'RM 1--IRON NAIL CEMENTED IN BOULDER.
 QB1184'
 QB1184'RM 2--IRON NAIL CEMENTED IN BOULDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB1447 ***********************************************************************
 RB1447  DESIGNATION -  GLEASON PEAK
 RB1447  PID         -  RB1447
 RB1447  STATE/COUNTY-  OR/MORROW
 RB1447  USGS QUAD   -  GLEASON BUTTE (1968)
 RB1447
 RB1447                         *CURRENT SURVEY CONTROL
 RB1447  ___________________________________________________________________
 RB1447* NAD 83(1991)-  45 29 10.82143(N)    119 25 55.39437(W)     ADJUSTED  
 RB1447* NAVD 88     -              **(meters)            **(feet)            
 RB1447  ___________________________________________________________________
 RB1447  LAPLACE CORR-           2.66  (seconds)                    DEFLEC99
 RB1447  GEOID HEIGHT-         -20.96  (meters)                     GEOID03
 RB1447  HORZ ORDER  -  THIRD
 RB1447
 RB1447.The horizontal coordinates were established by classical geodetic methods
 RB1447.and adjusted by the National Geodetic Survey in October 1991.
 RB1447
 RB1447
 RB1447.The Laplace correction was computed from DEFLEC99 derived deflections.
 RB1447
 RB1447.The geoid height was determined by GEOID03.
 RB1447
 RB1447;                    North         East     Units Scale Factor Converg.
 RB1447;SPC OR N     -   202,757.938 2,583,478.823   MT  0.99990992   +0 45 26.5
 RB1447;SPC OR N     -   665,216.33  8,475,980.39   iFT  0.99990992   +0 45 26.5
 RB1447;UTM  11      - 5,039,856.021   309,946.352   MT  1.00004411   -1 44 05.2
 RB1447
 RB1447                          SUPERSEDED SURVEY CONTROL
 RB1447
 RB1447  NAD 83(1986)-  45 29 10.82885(N)    119 25 55.38212(W) AD(       ) 4
 RB1447  NAD 27      -  45 29 11.34000(N)    119 25 51.28000(W) AD(       ) 3
 RB1447
 RB1447.Superseded values are not recommended for survey control.
 RB1447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1447.See file dsdata.txt to determine how the superseded data were derived.
 RB1447
 RB1447_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL0994639856(NAD 83)
 RB1447
 RB1447  HISTORY     - Date     Condition        Report By
 RB1447  HISTORY     - 1932     MONUMENTED       CGS
 RB1447  HISTORY     - 1936     SEE DESCRIPTION  CGS
 RB1447
 RB1447                          STATION DESCRIPTION
 RB1447
 RB1447'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (LAM)
 RB1447'THIS UNCHECKED, INTERSECTED POSITION IS THE HIGHEST POINT OF
 RB1447'GLEASON PEAK, WHICH IS THE HIGHEST POINT OF HILLS E OF LOCALITY
 RB1447'WHERE SAND HOLLOW EMERGES FROM HILLS AND EXTENDS TO NW.  IT IS
 RB1447'ABOUT 30 MILES S OF IRRIGON, 20 MILES E OF IONE AND 5 MILES E OF
 RB1447'HYND RANCH IN SAND HOLLOW.  ROADS LEAD FROM THESE PLACES TO
 RB1447'WITHIN 2 MILES OF SUMMIT, WHICH IS EASILY CLIMBED.  THERE IS A
 RB1447'U.S. GEOLOGICAL SURVEY STATION GLEASON, ESTABLISHED IN
 RB1447'1906 ON THIS SUMMIT, MARKED BY A DISK IN BEDROCK, BUT ITS
 RB1447'RELATIONSHIP TO THE HIGHEST POINT OF ROCK IS NOT KNOWN.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB1446 ***********************************************************************
 RB1446  DESIGNATION -  GLEASON RESET
 RB1446  PID         -  RB1446
 RB1446  STATE/COUNTY-  OR/MORROW
 RB1446  USGS QUAD   -  GLEASON BUTTE (1968)
 RB1446
 RB1446                         *CURRENT SURVEY CONTROL
 RB1446  ___________________________________________________________________
 RB1446* NAD 83(1991)-  45 29 10.81772(N)    119 25 55.77167(W)     ADJUSTED  
 RB1446* NAVD 88     -       983.2    (meters)    3226.     (feet)  VERTCON   
 RB1446  ___________________________________________________________________
 RB1446  LAPLACE CORR-           2.67  (seconds)                    DEFLEC99
 RB1446  GEOID HEIGHT-         -20.96  (meters)                     GEOID03
 RB1446  HORZ ORDER  -  THIRD
 RB1446
 RB1446.The horizontal coordinates were established by classical geodetic methods
 RB1446.and adjusted by the National Geodetic Survey in October 1991.
 RB1446
 RB1446.The NAVD 88 height was computed by applying the VERTCON shift value to
 RB1446.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RB1446
 RB1446.The Laplace correction was computed from DEFLEC99 derived deflections.
 RB1446
 RB1446.The geoid height was determined by GEOID03.
 RB1446
 RB1446;                    North         East     Units Scale Factor Converg.
 RB1446;SPC OR N     -   202,757.715 2,583,470.632   MT  0.99990992   +0 45 26.3
 RB1446;SPC OR N     -   665,215.60  8,475,953.52   iFT  0.99990992   +0 45 26.3
 RB1446;UTM  11      - 5,039,856.155   309,938.159   MT  1.00004415   -1 44 05.5
 RB1446
 RB1446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RB1446!SPC OR N     -   0.99984917  x   0.99990992  =   0.99975911
 RB1446!UTM  11      -   0.99984917  x   1.00004415  =   0.99989332
 RB1446
 RB1446|---------------------------------------------------------------------|
 RB1446| PID    Reference Object                     Distance      Geod. Az  |
 RB1446|                                                           dddmmss.s |
 RB1446| RB1281 GLEASON RM 1                          3.328 METERS 10846     |
 RB1446| RB1280 GLEASON RM 2                          5.791 METERS 23308     |
 RB1446|---------------------------------------------------------------------|
 RB1446
 RB1446                          SUPERSEDED SURVEY CONTROL
 RB1446
 RB1446  NAD 83(1986)-  45 29 10.81663(N)    119 25 55.77970(W) AD(       ) 3
 RB1446  NAD 27      -  45 29 11.34100(N)    119 25 51.73900(W) AD(       ) 3
 RB1446  NGVD 29 (12/08/88)  982.1    (m)         3222.     (f) VERT ANG    3  
 RB1446
 RB1446.Superseded values are not recommended for survey control.
 RB1446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1446.See file dsdata.txt to determine how the superseded data were derived.
 RB1446
 RB1446_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL0993839856(NAD 83)
 RB1446_MARKER: DS = TRIANGULATION STATION DISK
 RB1446_SETTING: 66 = SET IN ROCK OUTCROP
 RB1446_SP_SET: SET IN BEDROCK
 RB1446_STAMPING: RESET 1966 GLEASON
 RB1446_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RB1446+STABILITY: POSITION/ELEVATION WELL
 RB1446
 RB1446  HISTORY     - Date     Condition        Report By
 RB1446  HISTORY     - 1966     MONUMENTED       USGS
 RB1446  HISTORY     - 1966     GOOD             USGS
 RB1446
 RB1446                          STATION DESCRIPTION
 RB1446
 RB1446'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 RB1446'LOCATED ABOUT 13 MILES (AIRLINE) NE OF LEXINGTON, ABOUT 11 MILES
 RB1446'NNE OF HEPPNER, ABOUT 7 MILES SSW OF PINE CITY.  ON HIGHEST POINT
 RB1446'IN VICINITY.
 RB1446'
 RB1446'TO REACH FROM PINE CITY, DRIVE SW ON SAND HOLLOW RD. 1.8 MI.  TURN
 RB1446'RIGHT AND DRIVE 0.6 MI. TURN LEFT AND DRIVE 3.8 MI.  TURN LEFT
 RB1446'(LEAVE SAND HOLLOW RD.) DRIVE UP NOSE OF RIDGE 5.3 MI. TO TOP
 RB1446'AND STATION.  STATION MARK IS 32.41 FT. S OF S SIDE OF RADIO
 RB1446'FACILITY (CONCRETE BLOCK BUILDING).
 RB1446'
 RB1446'STATION MARK IS A STANDARD TABLET STAMPED RESET 1966 GLEASON
 RB1446'CEMENTED IN ORIGINAL DRILL HOLE IN ROCK IN PLACE WITH SIGNAL WHITE
 RB1446'FLAG OVER RED CROSS-TARGET ON POLE CENTERED OVER STATION MARK.
 RB1446'
 RB1446'REFERENCE MARK NO. 1 IS A STANDARD TABLET STAMPED NO 1 1966
 RB1446'CEMENTED IN ROCK, 10.92 FT. FROM STATION IN AZIMUTH 288 DEG 46 MIN.
 RB1446'
 RB1446'REFERENCE MARK NO. 2 IS A STANDARD TABLET STAMPED NO 2 1966
 RB1446'CEMENTED IN ROCK IN PLACE, 19 FT. FROM STATION IN AZIMUTH 53 DEG
 RB1446'08 MIN.
 RB1446
 RB1446                          STATION RECOVERY (1966)
 RB1446
 RB1446'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 RB1446'RECOVERED AS DESCRIBED BY USGS AND NGS.  1906 TABLET ERODED AWAY
 RB1446'UNTIL ABOUT 1/4 OF TABLET WAS LEFT.  STEM WAS DRILLED OUT AND NEW
 RB1446'TABLET SET IN SAME POSITION.  TWO RMS SET.
 RB1446'
 RB1446'LOCATED ABOUT 13 MI NE. OF LEXINGTON, ABOUT 11 MI NNE. OF
 RB1446'HEPPNER, ABOUT 7 MI SSW. OF PINE CITY.  ON HIGHEST POINT IN
 RB1446'VICINITY.
 RB1446'
 RB1446'TO REACH FROM PINE CITY, DRIVE 1.8 MI SW. ON SAND HOLLOW RD.
 RB1446'TURN RIGHT 0.6 MI.  TURN LEFT 3.8 MI.  TURN LEFT (LEAVE SAND HOLLOW
 RB1446'RD.) UP NOSE OF RIDGE 5.3 MI TO TOP AND STATION, 32.41 FT. S. OF
 RB1446'SOUTH SIDE OF RADIO FACILITY (CONCRETE BLOCK BLDG).
 RB1446'
 RB1446'STATION MARK--STANDARD TABLET STAMPED---RESET 1966 GLEASON---,
 RB1446'CEMENTED IN ORIGINAL DRILL HOLE IN ROCK IN PLACE.
 RB1446'
 RB1446'RM 1--STANDARD TABLET STAMPED---NO 1 1966---, CEMENTED IN ROCK.
 RB1446'
 RB1446'RM 2--STANDARD TABLET STAMPED---NO 2 1966---, CEMENTED IN ROCK IN
 RB1446'PLACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0302 ***********************************************************************
 NX0302  FBN         -  This is a Federal Base Network Control Station.
 NX0302  DESIGNATION -  GLEN
 NX0302  PID         -  NX0302
 NX0302  STATE/COUNTY-  OR/HARNEY
 NX0302  USGS QUAD   -  FRENCHGLEN (1967)
 NX0302
 NX0302                         *CURRENT SURVEY CONTROL
 NX0302  ___________________________________________________________________
 NX0302* NAD 83(2007)-  42 49 48.42157(N)    118 54 58.34586(W)     ADJUSTED  
 NX0302* NAVD 88     -      1277.1    (meters)    4190.     (feet)  GPS OBS   
 NX0302  ___________________________________________________________________
 NX0302  EPOCH DATE  -        2007.00
 NX0302  X           -  -2,265,689.252 (meters)                     COMP
 NX0302  Y           -  -4,101,546.409 (meters)                     COMP
 NX0302  Z           -   4,314,535.343 (meters)                     COMP
 NX0302  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 NX0302  ELLIP HEIGHT-        1257.819 (meters)          (02/10/07) ADJUSTED
 NX0302  GEOID HEIGHT-         -19.21  (meters)                     GEOID03
 NX0302
 NX0302  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 NX0302  Type    PID    Designation                      North   East  Ellip
 NX0302  -------------------------------------------------------------------
 NX0302  NETWORK NX0302 GLEN                              0.29   0.27   0.69
 NX0302  -------------------------------------------------------------------
 NX0302
 NX0302.The horizontal coordinates were established by GPS observations
 NX0302.and adjusted by the National Geodetic Survey in February 2007.
 NX0302
 NX0302.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 NX0302.See www.ngs.noaa.gov/NationalReadjustment for more information.
 NX0302.The horizontal coordinates are valid at the epoch date displayed above.
 NX0302.The epoch date for horizontal control is a decimal equivalence
 NX0302.of Year/Month/Day.
 NX0302
 NX0302.The orthometric height was determined by GPS observations and a
 NX0302.high-resolution geoid model.
 NX0302
 NX0302.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NX0302
 NX0302.The Laplace correction was computed from DEFLEC99 derived deflections.
 NX0302
 NX0302.The ellipsoidal height was determined by GPS observations
 NX0302.and is referenced to NAD 83.
 NX0302
 NX0302.The geoid height was determined by GEOID03.
 NX0302
 NX0302;                    North         East     Units Scale Factor Converg.
 NX0302;SPC OR S     -   130,463.329 1,629,480.099   MT  0.99991196   +1 05 00.8
 NX0302;SPC OR S     -   428,029.29  5,346,063.32   iFT  0.99991196   +1 05 00.8
 NX0302;UTM  11      - 4,743,730.676   343,381.248   MT  0.99990178   -1 18 10.6
 NX0302
 NX0302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NX0302!SPC OR S     -   0.99980278  x   0.99991196  =   0.99971476
 NX0302!UTM  11      -   0.99980278  x   0.99990178  =   0.99970458
 NX0302
 NX0302                          SUPERSEDED SURVEY CONTROL
 NX0302
 NX0302  NAD 83(1998)-  42 49 48.42086(N)    118 54 58.34513(W) AD(       ) A
 NX0302  ELLIP H (04/24/00) 1257.825  (m)                       GP(       ) 3 1
 NX0302  NAD 83(1991)-  42 49 48.41907(N)    118 54 58.34308(W) AD(       ) B
 NX0302  ELLIP H (02/25/91) 1257.940  (m)                       GP(       ) 4 1
 NX0302  NGVD 29 (02/25/91) 1275.8    (m)         4186.     (f) GPS OBS     3  
 NX0302
 NX0302.Superseded values are not recommended for survey control.
 NX0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NX0302.See file dsdata.txt to determine how the superseded data were derived.
 NX0302
 NX0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH4338143731(NAD 83)
 NX0302_MARKER: DD = SURVEY DISK
 NX0302_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 NX0302+WITH SETTING: PAVEMENT
 NX0302_SP_SET: CONCRETE PAD
 NX0302_STAMPING: GLEN 1989
 NX0302_MARK LOGO: ORDT  
 NX0302_MAGNETIC: N = NO MAGNETIC MATERIAL
 NX0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NX0302+STABILITY: SURFACE MOTION
 NX0302_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NX0302+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1998
 NX0302
 NX0302  HISTORY     - Date     Condition        Report By
 NX0302  HISTORY     - 1989     MONUMENTED       NGS
 NX0302  HISTORY     - 19900117 GOOD
 NX0302  HISTORY     - 19920115 GOOD             NGS
 NX0302  HISTORY     - 19980204 GOOD             USFS
 NX0302
 NX0302                          STATION DESCRIPTION
 NX0302
 NX0302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NX0302'THE STATION IS LOCATED IN FRENCHGLEN AT A HIGHWAY MAINTENCE YARD.
 NX0302'TO REACH FROM THE POST OFFICE IN FRENCHGLEN GO NORTH HIGHWAY 205 FOR
 NX0302'0.32 KM (0.20 MI) , TURN RIGHT INTO YARD AND MARK ABOUT 50 METERS NE.
 NX0302'THE STATION IS AN OTDOT PRIMARY GPS DISK SET INTO A DRILL HOLE IN THE
 NX0302'NW CORNER OF A CONCRETE PAD THAT IS ABOUT 10 METERS BY 24 METERS.  IT
 NX0302'IS 50 M (164.0 FT) EAST OF CENTERLINE OF HIGHWAY, 20.1 M (65.9 FT)
 NX0302'WSW FROM A POWER POLE, 9.8 M (32.2 FT) SSE OF AN EAST WEST FENCE, 1.3
 NX0302'M (4.3 FT) EAST OF WEST EDGE OF CONCRETE PAD AND 1.1 M (3.6 FT) SOUTH
 NX0302'OF THE NORTH EDGE OF THE CONCRETE PAD.
 NX0302'DESCRIBED BY L.L. RIGGERS.
 NX0302
 NX0302                          STATION RECOVERY (1990)
 NX0302
 NX0302'RECOVERED 1990
 NX0302'RECOVERED IN GOOD CONDITION.
 NX0302
 NX0302                          STATION RECOVERY (1992)
 NX0302
 NX0302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (LLR)
 NX0302'RECOVERED AS DESCRIBED.
 NX0302
 NX0302                          STATION RECOVERY (1998)
 NX0302
 NX0302'RECOVERY NOTE BY US FOREST SERVICE 1998 (PAO)
 NX0302'THE STATION IS LOCATED IN FRENCHGLEN AT A STATE HIGHWAY MAINTENANCE
 NX0302'YARD.  OWNERSHIP--OREGON STATE DEPARTMENT OF TRANSPORTATION.  TO REACH
 NX0302'THE STATION FROM THE POST OFFICE IN FRENCHGLEN, GO NORTH ON STATE
 NX0302'HIGHWAY 205 FOR 0.32 KM (0.20 MI) TO THE HIGHWAY MAINTENANCE YARD ON
 NX0302'THE RIGHT.  TURN RIGHT INTO YARD THEN GO NORTHEAST FOR 50 M (164.0 FT)
 NX0302'TO THE STATION.  THE STATION IS AN OREGON PRIMARY GPS STATION DISK SET
 NX0302'INTO A DRILL HOLE IN THE NORTHWEST CORNER OF A 10 X 24
 NX0302'METER-RECTANGULAR CONCRETE PAD.  IT IS 50.0 M (164.0 FT) EAST FROM THE
 NX0302'CENTER OF THE HIGHWAY, 20.1 M (65.9 FT) WEST-SOUTHWEST FROM A POWER
 NX0302'POLE, 9.8 M (32.2 FT) SOUTH-SOUTHEAST FROM AN EAST-WEST FENCE, 1.3 M
 NX0302'(4.3 FT) EAST FROM THE WEST EDGE OF THE CONCRETE PAD, AND 1.1 M (3.6
 NX0302'FT) SOUTH FROM THE NORTH EDGE OF THE CONCRETE PAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2903 ***********************************************************************
 RD2903  DESIGNATION -  GLENDOVER
 RD2903  PID         -  RD2903
 RD2903  STATE/COUNTY-  OR/MULTNOMAH
 RD2903  USGS QUAD   -  MOUNT TABOR (1990)
 RD2903
 RD2903                         *CURRENT SURVEY CONTROL
 RD2903  ___________________________________________________________________
 RD2903* NAD 83(1991)-  45 31 36.18699(N)    122 30 39.26660(W)     ADJUSTED  
 RD2903* NAVD 88     -       103.     (meters)     338.     (feet)  SCALED    
 RD2903  ___________________________________________________________________
 RD2903  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 RD2903  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 RD2903  HORZ ORDER  -  FIRST
 RD2903
 RD2903.The horizontal coordinates were established by classical geodetic methods
 RD2903.and adjusted by the National Geodetic Survey in October 1991.
 RD2903
 RD2903.The orthometric height was scaled from a topographic map.
 RD2903
 RD2903.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2903
 RD2903.The geoid height was determined by GEOID03.
 RD2903
 RD2903;                    North         East     Units Scale Factor Converg.
 RD2903;SPC OR N     -   208,648.413 2,342,935.443   MT  0.99991408   -1 25 34.0
 RD2903;SPC OR N     -   684,542.04  7,686,796.07   iFT  0.99991408   -1 25 34.0
 RD2903;UTM  10      - 5,041,581.195   538,193.156   MT  0.99961793   +0 20 56.4
 RD2903
 RD2903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2903!SPC OR N     -   0.99998741  x   0.99991408  =   0.99990149
 RD2903!UTM  10      -   0.99998741  x   0.99961793  =   0.99960535
 RD2903
 RD2903|---------------------------------------------------------------------|
 RD2903| PID    Reference Object                     Distance      Geod. Az  |
 RD2903|                                                           dddmmss.s |
 RD2903| CE2582 GLENDOVER RM 1                       28.133 METERS 02529     |
 RD2903| CE2580 GLENDOVER AZ MK                                    0295449.5 |
 RD2903| RD2911 PORTLAND CITY RAD KON 392 MAST      APPROX. 4.5 KM 2290752.2 |
 RD2903| RD2908 PORTLAND MENLO PARK WATER TANK      APPROX. 1.8 KM 2504724.9 |
 RD2903| RD2905 PORTLAND ROCKWOOD WATER TANK        APPROX. 0.6 KM 2540112.6 |
 RD2903| CE2581 GLENDOVER AZ MK 2                                  2660052.7 |
 RD2903| RD2913 PORTLAND RUSSELVILLE WATER TK       APPROX. 4.0 KM 2681927.2 |
 RD2903| RD2910 PORTLAND HAZELWOOD WATER TANK       APPROX. 2.6 KM 2790208.5 |
 RD2903| CE2583 GLENDOVER RM 2                       31.162 METERS 28509     |
 RD2903| RD2914 PORTLAND CO RAD KOE 808 MAST        APPROX. 4.5 KM 2895638.6 |
 RD2903|---------------------------------------------------------------------|
 RD2903
 RD2903                          SUPERSEDED SURVEY CONTROL
 RD2903
 RD2903  NAD 83(1986)-  45 31 36.20382(N)    122 30 39.27199(W) AD(       ) 1
 RD2903  NAD 27      -  45 31 36.77284(N)    122 30 34.94047(W) AD(       ) 1
 RD2903
 RD2903.Superseded values are not recommended for survey control.
 RD2903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2903.See file dsdata.txt to determine how the superseded data were derived.
 RD2903
 RD2903_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER3819341581(NAD 83)
 RD2903_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RD2903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD2903
 RD2903  HISTORY     - Date     Condition        Report By
 RD2903  HISTORY     - 1961     MONUMENTED       CGS
 RD2903  HISTORY     - 1968     SEE DESCRIPTION  CGS
 RD2903  HISTORY     - 20040728 MARK NOT FOUND   USPSQD
 RD2903
 RD2903                          STATION DESCRIPTION
 RD2903
 RD2903'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 RD2903'THE STATION IS IN THE NORTHEAST PART OF PORTLAND, 123 FEET NORTHWEST
 RD2903'OF THE CENTER OF THE INTERSECTION OF GLISAN ST. AND N.E. 148TH
 RD2903'AVENUE AND IN THE SOUTHEAST CORNER OF THE GLENDOVEER GOLF GROUNDS.
 RD2903'
 RD2903'THE STATION MARK, STAMPED GLENDOVER 1961, IS A STANDARD DISK SET IN
 RD2903'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 6
 RD2903'INCHES.  IT IS 71 FEET NORTH-NORTHWEST OF THE FENCE CORNER, 52 FEET
 RD2903'NORTH OF THE EAST-WEST FENCE LINE, 50 FEET WEST OF THE NORTH-SOUTH
 RD2903'FENCE LINE AND 3.3 FEET NORTHWEST OF THE WITNESS POST.
 RD2903'
 RD2903'REFERENCE MARK NO. 1, STAMPED GLENDOVER NO 1 1961, IS A STANDARD
 RD2903'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 RD2903'PROJECTS 3 INCHES.  IT IS 93 FEET NORTHEAST OF THE WITNESS POST AND
 RD2903'12 FEET WEST OF A NORTH-SOUTH FENCE LINE.
 RD2903'
 RD2903'REFERENCE MARK NO. 2, STAMPED GLENDOVER NO 2 1961, IS A STANDARD
 RD2903'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 RD2903'PROJECTS 3 INCHES.  IT IS 105 FEET NORTHWEST OF THE WITNESS POST.
 RD2903'
 RD2903'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF GLISAN ST. AND
 RD2903'N.E. 148TH AVENUE GO NORTH ON N.E. 148TH AVENUE FOR 0.2 MILE TO
 RD2903'THE AZIMUTH MARK ON THE LEFT.
 RD2903'
 RD2903'THE AZIMUTH MARK, STAMPED GLENDOVER 1961, IS A STANDARD DISK SET IN
 RD2903'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3
 RD2903'INCHES.  IT IS 24 FEET WEST OF THE CENTER OF N.E. 148TH AVENUE, 5
 RD2903'FEET EAST OF THE NORTH-SOUTH FENCE LINE AND 1 FOOT SOUTHWEST OF A
 RD2903'POWER POLE WITH A WITNESS SIGN NAILED ON IT.
 RD2903'
 RD2903'NOTE--KEY TO THE LOCKED GATE WAS PROCURED FROM MR. PAUL STENZEL,
 RD2903'THE CARETAKER OF THE GLENDOVER GOLF GROUNDS.
 RD2903
 RD2903                          STATION RECOVERY (1968)
 RD2903
 RD2903'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (NET)
 RD2903'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 RD2903'CITY ENGINEERS REQUESTED THAT THE AZIMUTH MARK BE DESTROYED TO PERMIT
 RD2903'STREET IMPROVEMENT.  AZIMUTH MARK 2 WAS ESTABLISHED.  A NEW AND
 RD2903'COMPLETE DESCRIPTION FOLLOWS.
 RD2903'
 RD2903'THE STATION IS IN NORTHEAST PORTLAND, 125 FEET NORTHWEST OF THE
 RD2903'CENTER OF THE INTERSECTION OF GLISAN ST. AND N.E. 148TH AVENUE AND IN
 RD2903'THE SOUTHEAST CORNER OF THE GLENDOVER GOLF GROUNDS.
 RD2903'
 RD2903'THE STATION MARK, STAMPED GLENDOVER 1961, IS A STANDARD DISK SET IN
 RD2903'A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES.  IT IS 72
 RD2903'FEET NORTHWEST OF THE FENCE CORNER, 52 FEET NORTH OF THE EAST-WEST
 RD2903'FENCE, 50 FEET WEST OF THE NORTH-SOUTH FENCE AND 3.5 FEET
 RD2903'NORTHWEST OF A METAL WITNESS POST.  (NOTE 1A AND 7A)
 RD2903'
 RD2903'REFERENCE MARK NO. 1, STAMPED GLENDOVER NO 1 1961, IS A STANDARD
 RD2903'DISK SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3
 RD2903'INCHES.  IT IS 93 FEET NORTHEAST OF THE WITNESS POST AND 12 FEET
 RD2903'WEST OF THE NORTH-SOUTH FENCE LINE.  (NOTE 11A)
 RD2903'
 RD2903'REFERENCE MARK NO. 2, STAMPED GLENDOVER NO 2 1961, IS A STANDARD
 RD2903'DISK SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3
 RD2903'INCHES.  IT IS 105 FEET NORTHWEST OF THE WITNESS POST AND 79 FEET
 RD2903'NORTH OF THE EAST-WEST FENCE LINE. (NOTE 11A)
 RD2903'
 RD2903'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON GLISAN ST.
 RD2903'FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT.
 RD2903'
 RD2903'THE AZIMUTH MARK, STAMPED GLENDOVER AZ 2 1961 1968, IS A STANDARD
 RD2903'DISK CEMENTED IN A DRILL HOLE IN THE SOUTH CURB OF GLISAN ST.  IT IS
 RD2903'510 FEET WEST OF THE CENTER OF N.E. 143RD AVENUE, 153 FEET EAST OF
 RD2903'THE CENTER OF N.E. 141ST AVENUE, 34 FEET SOUTH OF THE CENTER OF
 RD2903'GLISAN ST. AND 3 FEET NORTHWEST OF A LIGHT POLE WITH A WITNESS SIGN
 RD2903'NAILED ON IT.
 RD2903'
 RD2903'NOTE--KEY TO THE LOCKED GATE AT THE STATION MAY BE PROCURED FROM
 RD2903'THE CARETAKER OF THE GLENDOVER GOLF GROUNDS.
 RD2903
 RD2903                          STATION RECOVERY (2004)
 RD2903
 RD2903'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 RD2903'148TH ST HAS BEEN WIDENED. FENCES MOVED AND REPLACED. COULD NOT LOCATE
 RD2903'THE STATION OR THE REFERENCE MARKS. THE AZMUTH ON GLISEN AVE NOT
 RD2903'LOCATED AS THIS STREET WIDENED TO 4 LANES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1998 ***********************************************************************
 QE1998  DESIGNATION -  GLENN
 QE1998  PID         -  QE1998
 QE1998  STATE/COUNTY-  OR/POLK
 QE1998  USGS QUAD   -  RICKREALL (1976)
 QE1998
 QE1998                         *CURRENT SURVEY CONTROL
 QE1998  ___________________________________________________________________
 QE1998* NAD 83(1991)-  44 57 33.26019(N)    123 08 15.75931(W)     ADJUSTED  
 QE1998* NAVD 88     -       326.0    (meters)    1070.     (feet)  VERTCON   
 QE1998  ___________________________________________________________________
 QE1998  LAPLACE CORR-          -5.86  (seconds)                    DEFLEC99
 QE1998  GEOID HEIGHT-         -22.56  (meters)                     GEOID03
 QE1998  HORZ ORDER  -  SECOND
 QE1998
 QE1998.The horizontal coordinates were established by classical geodetic methods
 QE1998.and adjusted by the National Geodetic Survey in October 1991.
 QE1998
 QE1998.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE1998.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE1998
 QE1998.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE1998
 QE1998.The geoid height was determined by GEOID03.
 QE1998
 QE1998;                    North         East     Units Scale Factor Converg.
 QE1998;SPC OR N     -   147,029.061 2,291,934.959   MT  0.99990124   -1 52 14.3
 QE1998;SPC OR N     -   482,378.81  7,519,471.65   iFT  0.99990124   -1 52 14.3
 QE1998;UTM  10      - 4,978,431.603   489,138.580   MT  0.99960145   -0 05 50.3
 QE1998
 QE1998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE1998!SPC OR N     -   0.99995242  x   0.99990124  =   0.99985367
 QE1998!UTM  10      -   0.99995242  x   0.99960145  =   0.99955389
 QE1998
 QE1998:                Primary Azimuth Mark                     Grid Az
 QE1998:SPC OR N     -  GLENN AZ MK                              013 39 06.4
 QE1998:UTM  10      -  GLENN AZ MK                              011 52 42.4
 QE1998
 QE1998|---------------------------------------------------------------------|
 QE1998| PID    Reference Object                     Distance      Geod. Az  |
 QE1998|                                                           dddmmss.s |
 QE1998| CE1523 GLENN AZ MK                                        0114652.1 |
 QE1998| RD2668 CHEMAWA US INDIAN SCHOOL TANK       APPROX.12.2 KM 0664340.3 |
 QE1998| RD2666 CHEMAWA US INDIAN SCHOOL STACK      APPROX.12.2 KM 0675723.7 |
 QE1998| QE1872 SALEM LINEN WAREHOUSE TANK          APPROX. 9.6 KM 0931508.6 |
 QE1998| QE1854 SALEM MONARCH FOODS WATER TANK      APPROX. 8.0 KM 0953129.8 |
 QE1998| QE1856 SALEM TERMINAL COLD STOR TANK       APPROX. 7.9 KM 0974818.3 |
 QE1998| QE1859 SALEM ORE ST HOSP STACK             APPROX.11.0 KM 1014719.8 |
 QE1998| QE1863 SALEM ORE ST HOSP WATER TANK        APPROX.11.0 KM 1015656.6 |
 QE1998| QE1858 SALEM ORE ST HOSP STANDPIPE         APPROX.11.0 KM 1015939.3 |
 QE1998| QE1869 SALEM ORE ST HOSP FLAGPOLE          APPROX.10.7 KM 1020236.0 |
 QE1998| QE1870 SALEM CITY HALL METAL POLE          APPROX. 8.2 KM 1034125.7 |
 QE1998| QE1871 SALEM MARION CO CTHSE STATUE        APPROX. 8.3 KM 1045713.5 |
 QE1998| QE1939 SALEM ST CAPITOL STATUE             APPROX. 8.8 KM 1051220.7 |
 QE1998| QE1864 SALEM FIRST METH CH SP              APPROX. 8.4 KM 1053447.5 |
 QE1998| QE1857 SALEM ORE PULP POINTED STACK        APPROX. 7.7 KM 1062932.9 |
 QE1998| QE1862 SALEM STATE HEATING PLANT STK       APPROX. 9.1 KM 1064915.9 |
 QE1998| QE1868 SALEM CITY INCINERATOR STACK        APPROX.11.1 KM 1145033.0 |
 QE1998| QE1866 SALEM DISTRICT WATER TANK           APPROX. 7.9 KM 1201500.6 |
 QE1998| CE1524 GLENN RM 1                           34.025 METERS 16907     |
 QE1998| QE2012 GLENN RM 3                           10.822 METERS 20311     |
 QE1998| CE1525 GLENN RM 2                           13.666 METERS 25521     |
 QE1998|---------------------------------------------------------------------|
 QE1998
 QE1998                          SUPERSEDED SURVEY CONTROL
 QE1998
 QE1998  NAD 83(1986)-  44 57 33.28469(N)    123 08 15.77440(W) AD(       ) 2
 QE1998  NAD 27      -  44 57 33.85715(N)    123 08 11.41848(W) AD(       ) 2
 QE1998  NGVD 29 (07/19/86)  325.0    (m)         1066.     (f) VERT ANG    3  
 QE1998
 QE1998.Superseded values are not recommended for survey control.
 QE1998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1998.See file dsdata.txt to determine how the superseded data were derived.
 QE1998
 QE1998_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ8913978432(NAD 83)
 QE1998_MARKER: DS = TRIANGULATION STATION DISK
 QE1998_SETTING: 66 = SET IN ROCK OUTCROP
 QE1998
 QE1998  HISTORY     - Date     Condition        Report By
 QE1998  HISTORY     - 1940     MONUMENTED       CGS
 QE1998  HISTORY     - 1946     GOOD             CGS
 QE1998  HISTORY     - 1963     GOOD             CGS
 QE1998  HISTORY     - 1972     GOOD             NGS
 QE1998
 QE1998                          STATION DESCRIPTION
 QE1998
 QE1998'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 QE1998'STATION IS ON THE HIGHEST PART OF A HIGH CULTIVATED HILL ABOUT
 QE1998'5 MILES WEST-NORTHWEST OF SALEM AND ABOUT 2 MILES NORTH OF STATE
 QE1998'HIGHWAY 22.  IT OVERLOOKS ALL THE COUNTRY TO THE SOUTHWEST AND
 QE1998'EAST.
 QE1998'
 QE1998'TO REACH FROM SALEM, GO WEST ON STATE HIGHWAY 22 ACROSS BRIDGE,
 QE1998'TURN RIGHT (NORTH) ON STATE HIGHWAY 221 AND GO 0.5 MILE TO
 QE1998'ORCHARD HEIGHTS ROAD ON THE LEFT, TURN LEFT ON ORCHARD HEIGHTS
 QE1998'ROAD AND GO 2.5 MILES TO A FORK, TAKE LEFT FORK STRAIGHT AHEAD
 QE1998'AND GO UP HILL 1.8 MILES TO END OF TRUCK TRAVEL, FROM HERE PACK
 QE1998'WEST ABOUT 0.5 MILE TO TOP OF HILL AND STATION.
 QE1998'
 QE1998'STATION, STAMPED GLENN 1940, IS SET IN BEDROCK THAT PROJECTS
 QE1998'ABOUT 6 INCHES ABOVE THE GROUND, ON THE HIGHEST PART OF A
 QE1998'ROUND-TOPPED CULTIVATED HILL, ABOUT 150 YARDS EAST OF A POWER
 QE1998'LINE, AND 5.3 FEET NORTHEAST OF A WHITE REFERENCE POST.
 QE1998'
 QE1998'AZIMUTH MARK, STAMPED GLENN 1940, IS SET IN THE WEST EDGE OF A
 QE1998'PATCH OF BEDROCK ABOUT 6 INCHES ABOVE THE GROUND, 2.5 FEET
 QE1998'SOUTH OF A WHITE REFERENCE POST, AND 52.0 FEET SOUTH OF THE
 QE1998'CENTERLINE OF GRAVEL ROAD.  TO REACH AZIMUTH MARK FROM THE END
 QE1998'OF TRUCK TRAVEL, CONTINUE NORTH ON GRAVEL ROAD 0.35 MILE TO
 QE1998'T-ROAD, TURN LEFT (WEST) AND GO 0.1 MILE TO AZIMUTH MARK ON THE
 QE1998'HIGHEST PART OF A SMALL HILL.
 QE1998'
 QE1998'REFERENCE MARK NO.1, STAMPED GLENN NO 1 1940, IS SET IN BEDROCK
 QE1998'THAT PROJECTS ABOUT 4 INCHES ABOVE THE GROUND, AND IS ABOUT 1
 QE1998'FOOT LOWER THAN THE STATION ON THE SOUTH SLOPE OF HILL.
 QE1998'
 QE1998'REFERENCE MARK NO.2, STAMPED GLENN NO 2 1940, IS SET IN BEDROCK
 QE1998'THAT PROJECTS ABOUT 14 INCHES ABOVE THE GROUND, ON THE WEST SLOPE
 QE1998'OF HILL.
 QE1998
 QE1998                          STATION RECOVERY (1946)
 QE1998
 QE1998'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (WWH)
 QE1998'STATION IS IN OUTCROPPING ROCK WITHIN A CULTIVATED FIELD, ON THE
 QE1998'HIGHEST POINT OF THE S END OF THE EOLA HILLS, AND ABOUT 5 MILES
 QE1998'WNW OF SALEM.
 QE1998'
 QE1998'STATION MARK IS A BRONZE STATION DISK IN OUTCROPPING BEDROCK
 QE1998'AND STAMPED GLENN 1940.
 QE1998'
 QE1998'REFERENCE MARKS ARE BRONZE REFERENCE DISKS SET IN OUTCROPPING
 QE1998'BOULDERS AND STAMPED GLENN NO 1 1940 AND GLENN NO 2 1940,
 QE1998'RESPECTIVELY.
 QE1998'
 QE1998'THE MARKS ARE IN GOOD CONDITION.
 QE1998'
 QE1998'THE 1940 DESCRIPTION TO REACH THE STATION WAS FOLLOWED AND
 QE1998'FOUND ADEQUATE.
 QE1998'
 QE1998'THE DISCREPANCY OF THE MEASUREMENT OF REFERENCE MARKS IS
 QE1998'PROBABLY DUE TO THE AMOUNT OF TENSION HELD ON THE TAPE.  THERE IS
 QE1998'NO EVIDENCE OF MOVEMENT OF THE MARKS.
 QE1998
 QE1998                          STATION RECOVERY (1963)
 QE1998
 QE1998'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FN)
 QE1998'THE STATION WAS RECOVERED AS DESCRIBED.
 QE1998'
 QE1998'A METAL WITNESS POST WAS PLACED 3 FEET NORTH OF THE STATION MARK
 QE1998'AND A METAL WITNESS POST WAS PLACED 2 FEET NORTH OF THE AZIMUTH
 QE1998'MARK.
 QE1998
 QE1998                          STATION RECOVERY (1972)
 QE1998
 QE1998'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LDF)
 QE1998'STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 QE1998'RECOVERED AND FOUND IN GOOD CONDITION.  THE DISTANCE AND DIRECTION
 QE1998'TO THE MARKS CHECKED FAVORABLE WITH THE OLD DATA.  REFERENCE MARK 3
 QE1998'WAS ESTABLISHED AT THIS TIME TO AVOID BUILDING A TOWER AND ALL
 QE1998'OBSERVATIONS WERE MADE FROM THIS POINT.  FOLLOWING IS A NEW AND
 QE1998'COMPLETE DESCRIPTION--
 QE1998'
 QE1998'STATION IS LOCATED ABOUT 9 MILES EAST-NORTHEAST OF DALLAS, 8 MILES
 QE1998'NORTH-NORTHEAST OF INDEPENDENCE, 5 MILES WEST-NORTHWEST OF SALEM,
 QE1998'1-3/4 MILES NORTH OF STATE HIGHWAY 22, ON THE TOP OF A HIGH,
 QE1998'GRASS COVERED HILL WHICH IS OWNED BY MR. WAYNE SIMMONS.  MR.
 QE1998'SIMMONS LIVES ON ORCHARD HEIGHTS ROAD ABOUT 1-1/2 MILES
 QE1998'EAST-NORTHEAST OF THE STATION.  IT IS IN THE SOUTHEAST 1/4 OF
 QE1998'SECTION 14, R 4 W, T 7 S.
 QE1998'
 QE1998'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 22 AND 51, WHICH IS
 QE1998'ABOUT 4 MILES WEST OF WEST SALEM, GO WEST ON STATE HIGHWAY 22
 QE1998'FOR 0.3 MILE TO BRUNK ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTH
 QE1998'ON BRUNK ROAD FOR 2.35 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT
 QE1998'AND GO EAST ON ORCHARD HEIGHTS ROAD FOR 1.6 MILES TO THE AZIMUTH
 QE1998'MARK ON THE RIGHT.  CONTINUE EAST ON THE ROAD FOR 0.15 MILE TO
 QE1998'BEST ROAD.  TURN RIGHT AND GO SOUTH ON BEST ROAD (745) FOR 0.45
 QE1998'MILE TO A WOODEN GATE ON THE RIGHT.  PASS THROUGH THE GATE,
 QE1998'TURN SHARP RIGHT AND GO NORTH ALONG THE EAST SIDE OF A FIELD
 QE1998'FOR 0.05 MILE THEN BEAR LEFT AND FOLLOW TRACK ROAD WEST AND
 QE1998'SOUTH AROUND THE EDGE OF A GRASS FIELD FOR 0.3 MILE THEN BEAR
 QE1998'LEFT AND GO EAST FOLLOWING TRACK ROAD FOR 0.1 MILE TO THE
 QE1998'HIGHEST POINT AND THE STATION.
 QE1998'
 QE1998'STATION MARK IS A STANDARD DISK, STAMPED GLENN 1940 CEMENTED IN A
 QE1998'DRILL HOLE IN AN OUTCROP WHICH IS FLUSH WITH THE GROUND SURFACE.  IT
 QE1998'IS ON THE HIGHEST PART OF THE HILL AND 2.8 FEET SOUTH OF A METAL
 QE1998'WITNESS POST.
 QE1998'
 QE1998'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GLENN NO 1 1940,
 QE1998'CEMENTED IN A DRILL HOLE IN AN OUTCROP WHICH IS FLUSH WITH THE
 QE1998'GROUND SURFACE.  IT IS 114 FEET SOUTH OF THE WITNESS POST.
 QE1998'
 QE1998'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GLENN NO 2 1940,
 QE1998'CEMENTED IN A DRILL HOLE IN AN OUTCROP WHICH IS FLUSH WITH THE
 QE1998'GROUND SURFACE.  IT IS 46 FEET WEST OF THE WITNESS POST.
 QE1998'
 QE1998'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED GLENN 1940 NO 3
 QE1998'1972.  IT IS CEMENTED IN A DRILL HOLE IN AN OUTCROP WHICH IS ABOUT
 QE1998'14 INCHES BELOW THE GROUND SURFACE.  IT IS 38 FEET SOUTHWEST
 QE1998'OF THE WITNESS POST.
 QE1998'
 QE1998'A TRAVERSE DISTANCE WAS MADE TO TRIANGULATION STATION GLENN 1940.
 QE1998'
 QE1998'AZIMUTH MARK IS A STANDARD DISK, STAMPED GLENN 1940, CEMENTED
 QE1998'IN A DRILL HOLE IN AN OUTCROP WHICH IS FLUSH WITH THE GROUND
 QE1998'SURFACE.  IT IS APPROXIMATELY 75 FEET EAST OF A TELEVISION ANTENNA,
 QE1998'ABOUT 50 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD, ABOUT 40 FEET
 QE1998'NORTHEAST OF A BUILDING, 40 FEET NORTH OF THE NORTH EDGE OF A
 QE1998'FIELD AND 2 FEET SOUTH OF A METAL WITNESS POST.
 QE1998'
 QE1998'HEIGHT OF LIGHT ABOVE STATION MARK 4.5 FEET.
 QE1998'
 QE1998'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QE1998'5 MILES WEST-NORTHWEST OF SALEM.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2012 ***********************************************************************
 QE2012  DESIGNATION -  GLENN RM 3
 QE2012  PID         -  QE2012
 QE2012  STATE/COUNTY-  OR/POLK
 QE2012  USGS QUAD   -  RICKREALL (1976)
 QE2012
 QE2012                         *CURRENT SURVEY CONTROL
 QE2012  ___________________________________________________________________
 QE2012* NAD 83(1991)-  44 57 32.93794(N)    123 08 15.95374(W)     ADJUSTED  
 QE2012* NAVD 88     -       325.3    (meters)    1067.     (feet)  VERTCON   
 QE2012  ___________________________________________________________________
 QE2012  LAPLACE CORR-          -5.85  (seconds)                    DEFLEC99
 QE2012  GEOID HEIGHT-         -22.56  (meters)                     GEOID03
 QE2012  HORZ ORDER  -  FIRST
 QE2012
 QE2012.The horizontal coordinates were established by classical geodetic methods
 QE2012.and adjusted by the National Geodetic Survey in October 1991.
 QE2012
 QE2012.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE2012.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE2012
 QE2012.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2012
 QE2012.The geoid height was determined by GEOID03.
 QE2012
 QE2012;                    North         East     Units Scale Factor Converg.
 QE2012;SPC OR N     -   147,019.259 2,291,930.376   MT  0.99990124   -1 52 14.4
 QE2012;SPC OR N     -   482,346.65  7,519,456.61   iFT  0.99990124   -1 52 14.4
 QE2012;UTM  10      - 4,978,421.666   489,134.304   MT  0.99960145   -0 05 50.4
 QE2012
 QE2012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2012!SPC OR N     -   0.99995253  x   0.99990124  =   0.99985378
 QE2012!UTM  10      -   0.99995253  x   0.99960145  =   0.99955400
 QE2012
 QE2012:                Primary Azimuth Mark                     Grid Az
 QE2012:SPC OR N     -  GLENN AZ MK                              013 48 08.4
 QE2012:UTM  10      -  GLENN AZ MK                              012 01 44.4
 QE2012
 QE2012|---------------------------------------------------------------------|
 QE2012| PID    Reference Object                     Distance      Geod. Az  |
 QE2012|                                                           dddmmss.s |
 QE2012| CE1523 GLENN AZ MK                                        0115554.0 |
 QE2012| QE1998 GLENN                                10.822 METERS 02311     |
 QE2012| CE1524 GLENN RM 1                           25.778 METERS 15531     |
 QE2012| CE1525 GLENN RM 2                           11.067 METERS 30556     |
 QE2012|---------------------------------------------------------------------|
 QE2012
 QE2012                          SUPERSEDED SURVEY CONTROL
 QE2012
 QE2012  NAD 83(1986)-  44 57 32.96261(N)    123 08 15.96873(W) AD(       ) 1
 QE2012  NAD 27      -  44 57 33.53491(N)    123 08 11.61290(W) AD(       ) 1
 QE2012  NGVD 29 (07/19/86)  324.3    (m)         1064.     (f) VERT ANG    3  
 QE2012
 QE2012.Superseded values are not recommended for survey control.
 QE2012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2012.See file dsdata.txt to determine how the superseded data were derived.
 QE2012
 QE2012_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ8913478422(NAD 83)
 QE2012_MARKER: DR = REFERENCE MARK DISK
 QE2012_SETTING: 66 = SET IN ROCK OUTCROP
 QE2012
 QE2012  HISTORY     - Date     Condition        Report By
 QE2012  HISTORY     - 1972     MONUMENTED       NGS
 QE2012
 QE2012                          STATION DESCRIPTION
 QE2012
 QE2012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LDF)
 QE2012'STATION IS LOCATED ABOUT 9 MILES EAST-NORTHEAST OF DALLAS, 8 MILES
 QE2012'NORTH-NORTHEAST OF INDEPENDENCE, 5 MILES WEST-NORTHWEST OF SALEM,
 QE2012'1-3/4 MILES NORTH OF STATE HIGHWAY 22, ON TOP OF A HIGH, GRASS
 QE2012'COVERED HILL WHICH IS OWNED BY MR. WAYNE SIMMONS.  MR. SIMMONS
 QE2012'LIVES ON ORCHARD HEIGHTS ROAD ABOUT 1-1/2 MILES EAST-NORTHEAST OF
 QE2012'THE STATION.  IT IS IN THE SOUTHEAST 1/4 OF SECTION 14, R 4 W,
 QE2012'T 7 S.
 QE2012'
 QE2012'REFERENCE MARK 3 WAS ESTABLISHED AT THIS TIME TO AVOID BUILDING A
 QE2012'TOWER AND ALL OBSERVATIONS WERE MADE FROM THIS POINT.
 QE2012'
 QE2012'STATION MARK IS A STANDARD REFERENCE MARK DISK, STAMPED GLENN 1940
 QE2012'NO 3 1972, CEMENTED IN A DRILL HOLE IN AN OUTCROP WHICH IS ABOUT
 QE2012'14 INCHES BELOW THE GROUND SURFACE.  IT IS 38 FEET SOUTHWEST OF A
 QE2012'METAL WITNESS POST.
 QE2012'
 QE2012'GLENN 1940 IS A STANDARD STATION MARK DISK, STAMPED GLENN 1940,
 QE2012'CEMENTED IN A DRILL HOLE IN AN OUTCROP WHICH IS FLUSH WITH THE
 QE2012'GROUND SURFACE.  IT IS ON THE HIGHEST PART OF THE HILL AND 2.8
 QE2012'FEET SOUTH OF THE WITNESS POST.
 QE2012'
 QE2012'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GLENN NO 1 1940,
 QE2012'CEMENTED IN A DRILL HOLE IN AN OUTCROP WHICH IS FLUSH WITH THE
 QE2012'GROUND SURFACE.  IT IS 114 FEET SOUTH OF THE WITNESS POST.
 QE2012'
 QE2012'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GLENN NO 2 1940,
 QE2012'CEMENTED IN A DRILL HOLE IN THE TOP OF AN OUTCROP WHICH IS FLUSH
 QE2012'WITH THE GROUND SURFACE.  IT IS 46 FEET WEST OF THE WITNESS POST.
 QE2012'
 QE2012'AZIMUTH MARK IS A STANDARD DISK, STAMPED GLENN 1940, CEMENTED IN
 QE2012'A DRILL HOLE IN AN OUTCROP WHICH IS FLUSH WITH THE GROUND
 QE2012'SURFACE.  IT IS APPROXIMATELY 75 FEET EAST OF A TELEVISION ANTENNA,
 QE2012'ABOUT 50 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD, ABOUT 40 FEET
 QE2012'NORTHEAST OF A BUILDING, 40 FEET NORTH OF THE NORTH EDGE OF A
 QE2012'FIELD AND 2 FEET SOUTH OF A METAL WITNESS POST.
 QE2012'
 QE2012'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 22 AND 51, WHICH IS
 QE2012'ABOUT 4 MILES WEST OF WEST SALEM, GO WEST ON STATE HIGHWAY 22 FOR
 QE2012'0.3 MILE TO BRUNKS ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTH ON
 QE2012'BRUNKS ROAD FOR 2.35 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND
 QE2012'GO EAST ON ORCHARD HEIGHTS ROAD FOR 1.6 MILES TO THE AZIMUTH MARK
 QE2012'ON THE RIGHT.  CONTINUE EAST ON THE ROAD FOR 0.15 MILE TO BEST
 QE2012'ROAD.  TURN RIGHT AND GO SOUTH ON BEST ROAD FOR 0.45 MILE TO A
 QE2012'WOODEN GATE ON THE RIGHT.  TURN RIGHT, PASS THROUGH THE GATE,
 QE2012'TURN SHARP RIGHT AND GO NORTH ON FIELD ROAD FOR 0.05 MILE THEN
 QE2012'BEAR LEFT AND FOLLOW TRACK ROAD WEST AND SOUTH FOR 0.3 MILE
 QE2012'THEN TURN LEFT AND GO EAST, UPHILL, FOR 0.1 MILE TO THE TOP OF
 QE2012'HILL AND STATION.
 QE2012'
 QE2012'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC2124 ***********************************************************************
 SC2124  DESIGNATION -  GLENWOOD
 SC2124  PID         -  SC2124
 SC2124  STATE/COUNTY-  OR/CLATSOP
 SC2124  USGS QUAD   -  GEARHART (1973)
 SC2124
 SC2124                         *CURRENT SURVEY CONTROL
 SC2124  ___________________________________________________________________
 SC2124* NAD 83(1991)-  46 06 56.50516(N)    123 53 49.23575(W)     ADJUSTED  
 SC2124* NAVD 88     -       131.     (meters)     430.     (feet)  SCALED    
 SC2124  ___________________________________________________________________
 SC2124  LAPLACE CORR-          15.06  (seconds)                    DEFLEC99
 SC2124  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 SC2124  HORZ ORDER  -  SECOND
 SC2124
 SC2124.The horizontal coordinates were established by classical geodetic methods
 SC2124.and adjusted by the National Geodetic Survey in October 1991.
 SC2124
 SC2124.The orthometric height was scaled from a topographic map.
 SC2124
 SC2124.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2124
 SC2124.The geoid height was determined by GEOID03.
 SC2124
 SC2124;                    North         East     Units Scale Factor Converg.
 SC2124;SPC OR N     -   277,674.811 2,237,474.502   MT  1.00003149   -2 24 32.8
 SC2124;SPC OR N     -   911,006.60  7,340,795.61   iFT  1.00003149   -2 24 32.8
 SC2124;SPC WA S     -    92,612.829   237,500.231   MT  0.99994795   -2 28 03.3
 SC2124;SPC WA S     -   303,847.26    779,198.67   sFT  0.99994795   -2 28 03.3
 SC2124;UTM  10      - 5,107,293.297   430,687.460   MT  0.99965906   -0 38 47.5
 SC2124
 SC2124!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2124!SPC OR N     -   0.99998312  x   1.00003149  =   1.00001461
 SC2124!SPC WA S     -   0.99998312  x   0.99994795  =   0.99993107
 SC2124!UTM  10      -   0.99998312  x   0.99965906  =   0.99964219
 SC2124
 SC2124|---------------------------------------------------------------------|
 SC2124| PID    Reference Object                     Distance      Geod. Az  |
 SC2124|                                                           dddmmss.s |
 SC2124| CE3591 GLENWOOD RM 1                        17.703 METERS 02852     |
 SC2124| SC2132 SYLAR                               APPROX. 5.0 KM 2114209.5 |
 SC2124| CE3592 GLENWOOD RM 2                        31.107 METERS 21211     |
 SC2124|---------------------------------------------------------------------|
 SC2124
 SC2124                          SUPERSEDED SURVEY CONTROL
 SC2124
 SC2124  NAD 83(1986)-  46 06 56.52166(N)    123 53 49.21658(W) AD(       ) 2
 SC2124  NAD 27      -  46 06 57.14762(N)    123 53 44.70830(W) AD(       ) 2
 SC2124
 SC2124.Superseded values are not recommended for survey control.
 SC2124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2124.See file dsdata.txt to determine how the superseded data were derived.
 SC2124
 SC2124_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS3068707293(NAD 83)
 SC2124_MARKER: Z = SEE DESCRIPTION
 SC2124_SETTING: 0 = UNSPECIFIED SETTING
 SC2124
 SC2124  HISTORY     - Date     Condition        Report By
 SC2124  HISTORY     - 1942     MONUMENTED       CGS
 SC2124
 SC2124                          STATION DESCRIPTION
 SC2124
 SC2124'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JCP)
 SC2124'ON THE HIGHEST PART OF THE CLATSOP RIDGE, ABOUT 1.5 MILES EAST
 SC2124'OF U.S. HIGHWAY 101, 3.75 MILES AIRLINE SSE OF WARRENTON, AND
 SC2124'1.25 MILES E OF GLENWOOD RAILROAD STATION.
 SC2124'
 SC2124'TO REACH FROM THE CITY HALL IN WARRENTON, GO S ON PAVED HIGHWAY
 SC2124'1.5 MILES TO THE JUNCTION WITH U.S. HIGHWAY 101.  GO S ON
 SC2124'U.S. HIGHWAY 101 FOR 2.0 MILES TO THE ENTRANCE TO CAMP CLATSOP ON
 SC2124'THE RIGHT.  CONTINUE S ON U.S. HIGHWAY 101 0.8 MILE, TURN LEFT
 SC2124'THROUGH GATE AND FARMYARD KEEPING TO THE LEFT OF A LARGE
 SC2124'BARN.  PASS THROUGH TWO GATES CROSSING RAILROAD TRACK, CONTINUE
 SC2124'ON DIRT ROAD E 0.3 MILE TO A CROSS ROAD.  CONTINUE STRAIGHT
 SC2124'AHEAD ACROSS PLANK BRIDGE AND UP THROUGH THE BRUSH ON AN OLD
 SC2124'LOGGING ROAD 0.3 MILE TO FORKS, CONTINUE STRAIGHT AHEAD FOR
 SC2124'1.25 MILES TO A RUSTED DONKEY ENGINE AND THE END OF TRUCK
 SC2124'TRAVEL.  WALK 150 YARDS NE TO THE TOP OF THE HILL AND THE
 SC2124'STATION.
 SC2124'
 SC2124'STATION IS A BRONZE STATION DISK SET IN THE TOP OF A CAST-IRON
 SC2124'SEWER PIPE WHICH PROJECTS 6 INCHES ABOVE GROUND.  IT IS STAMPED
 SC2124'GLENWOOD 1942.
 SC2124'
 SC2124'REFERENCE MARK 1, NE OF THE STATION, IS A BRONZE REFERENCE DISK
 SC2124'SET IN THE TOP OF A CAST-IRON SEWER PIPE WHICH PROJECTS 6 INCHES
 SC2124'ABOVE GROUND.  IT IS STAMPED GLENWOOD NO 1 1942.
 SC2124'
 SC2124'REFERENCE MARK 2, SW OF THE STATION, IS A BRONZE REFERENCE DISK
 SC2124'SET IN THE TOP OF A CAST-IRON SEWER PIPE WHICH PROJECTS 6 INCHES
 SC2124'ABOVE GROUND.  IT IS STAMPED GLENWOOD NO 2 1942.
 SC2124'
 SC2124'ON ACCOUNT OF THE TALL TREES WHICH SURROUND THE STATION AND
 SC2124'BRUSH, NO AZIMUTH MARK COULD BE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0434 ***********************************************************************
 PC0434  DESIGNATION -  GLIDE
 PC0434  PID         -  PC0434
 PC0434  STATE/COUNTY-  OR/DOUGLAS
 PC0434  USGS QUAD   -  GLIDE (1987)
 PC0434
 PC0434                         *CURRENT SURVEY CONTROL
 PC0434  ___________________________________________________________________
 PC0434* NAD 83(1991)-  43 17 49.44262(N)    123 06 08.81446(W)     ADJUSTED  
 PC0434* NAVD 88     -       216.861  (meters)     711.48   (feet)  ADJUSTED  
 PC0434  ___________________________________________________________________
 PC0434  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 PC0434  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 PC0434  DYNAMIC HT  -         216.810 (meters)     711.32  (feet)  COMP
 PC0434  MODELED GRAV-     980,376.8   (mgal)                       NAVD 88
 PC0434
 PC0434  HORZ ORDER  -  THIRD
 PC0434  VERT ORDER  -  FIRST     CLASS II
 PC0434
 PC0434.The horizontal coordinates were established by classical geodetic methods
 PC0434.and adjusted by the National Geodetic Survey in October 1991.
 PC0434
 PC0434.The orthometric height was determined by differential leveling
 PC0434.and adjusted in June 1991.
 PC0434
 PC0434.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC0434
 PC0434.The geoid height was determined by GEOID03.
 PC0434
 PC0434.The dynamic height is computed by dividing the NAVD 88
 PC0434.geopotential number by the normal gravity value computed on the
 PC0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0434.degrees latitude (g = 980.6199 gals.).
 PC0434
 PC0434.The modeled gravity was interpolated from observed gravity values.
 PC0434
 PC0434;                    North         East     Units Scale Factor Converg.
 PC0434;SPC OR S     -   184,389.698 1,288,874.720   MT  0.99989711   -1 46 49.6
 PC0434;SPC OR S     -   604,953.08  4,228,591.60   iFT  0.99989711   -1 46 49.6
 PC0434;UTM  10      - 4,793,809.579   491,689.936   MT  0.99960085   -0 04 12.9
 PC0434
 PC0434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC0434!SPC OR S     -   0.99996968  x   0.99989711  =   0.99986679
 PC0434!UTM  10      -   0.99996968  x   0.99960085  =   0.99957054
 PC0434
 PC0434                          SUPERSEDED SURVEY CONTROL
 PC0434
 PC0434  NAD 83(1986)-  43 17 49.44309(N)    123 06 08.83480(W) AD(       ) 3
 PC0434  NAD 27      -  43 17 50.01200(N)    123 06 04.61300(W) AD(       ) 3
 PC0434  NGVD 29 (??/??/92)  215.772  (m)          707.91   (f) ADJ UNCH    1 2
 PC0434
 PC0434.Superseded values are not recommended for survey control.
 PC0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0434.See file dsdata.txt to determine how the superseded data were derived.
 PC0434
 PC0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN9169093810(NAD 83)
 PC0434_MARKER: DD = SURVEY DISK
 PC0434_SETTING: 66 = SET IN ROCK OUTCROP
 PC0434_SP_SET: ROCK
 PC0434_STAMPING: GLIDE 1937
 PC0434_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PC0434+STABILITY: POSITION/ELEVATION WELL
 PC0434
 PC0434  HISTORY     - Date     Condition        Report By
 PC0434  HISTORY     - 1937     MONUMENTED       ORDT
 PC0434  HISTORY     - 1941     GOOD             NGS
 PC0434
 PC0434                          STATION DESCRIPTION
 PC0434
 PC0434'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1937
 PC0434'AT GLIDE, 210 FEET W FROM WOOD APPROACH OF STEEL BRIDGE OVER
 PC0434'LITTLE RIVER, THENCE N 75 FEET. POINT IS ABOUT 60 FEET ABOVE
 PC0434'NORTH UMPQUA RIVER, AND 5 FEET S OF N EDGE OF BLUFF.
 PC0434'
 PC0434'STATION MARKED BY OREGON STATE HIGHWAY DEPARTMENT DISK STAMPED
 PC0434'GLIDE 1937 SET IN SOLID ROCK OUTCROP.
 PC0434'
 PC0434'NO REFERENCE MARKS SET.
 PC0434
 PC0434                          STATION RECOVERY (1941)
 PC0434
 PC0434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 PC0434'0.3 MI W FROM GLIDE.
 PC0434'ABOUT 0.3 MILES WEST OF GLIDE ON ROAD TO DIAMOND LAKE, 210 FEET WEST
 PC0434'OF THE WOODEN APPROACH AT THE LITTLE RIVER STEEL BRIDGE NEAR GLIDE, 75
 PC0434'FEET NORTH OF THE ROAD, 5 FEET SOUTH OF THE EDGE OF THE BLUFF ABOVE
 PC0434'THE RIVER.  SET IN A MASSIVE SOLID ROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0304 ***********************************************************************
 NW0304  DESIGNATION -  GLO 2 OFFSET
 NW0304  PID         -  NW0304
 NW0304  STATE/COUNTY-  OR/MALHEUR
 NW0304  USGS QUAD   -  PARSNIP PEAK (1969)
 NW0304
 NW0304                         *CURRENT SURVEY CONTROL
 NW0304  ___________________________________________________________________
 NW0304* NAD 83(1991)-  42 50 32.13801(N)    117 02 07.52990(W)     ADJUSTED  
 NW0304* NAVD 88     -      1562.1    (meters)    5125.     (feet)  VERTCON   
 NW0304  ___________________________________________________________________
 NW0304  LAPLACE CORR-           2.91  (seconds)                    DEFLEC99
 NW0304  GEOID HEIGHT-         -16.93  (meters)                     GEOID03
 NW0304  HORZ ORDER  -  SECOND
 NW0304
 NW0304.The horizontal coordinates were established by classical geodetic methods
 NW0304.and adjusted by the National Geodetic Survey in October 1991.
 NW0304
 NW0304.The NAVD 88 height was computed by applying the VERTCON shift value to
 NW0304.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NW0304
 NW0304.The Laplace correction was computed from DEFLEC99 derived deflections.
 NW0304
 NW0304.The geoid height was determined by GEOID03.
 NW0304
 NW0304;                    North         East     Units Scale Factor Converg.
 NW0304;SPC OR S     -   136,444.919 1,783,120.334   MT  0.99991074   +2 22 13.0
 NW0304;SPC OR S     -   447,653.93  5,850,132.33   iFT  0.99991074   +2 22 13.0
 NW0304;SPC ID W     -   131,375.741   694,923.807   MT  1.00006912   -0 52 26.9
 NW0304;SPC ID W     -   431,021.91  2,279,929.19   sFT  1.00006912   -0 52 26.9
 NW0304;UTM  11      - 4,743,298.950   497,105.194   MT  0.99960010   -0 01 26.7
 NW0304
 NW0304!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NW0304!SPC OR S     -   0.99975774  x   0.99991074  =   0.99966850
 NW0304!SPC ID W     -   0.99975774  x   1.00006912  =   0.99982684
 NW0304!UTM  11      -   0.99975774  x   0.99960010  =   0.99935794
 NW0304
 NW0304|---------------------------------------------------------------------|
 NW0304| PID    Reference Object                     Distance      Geod. Az  |
 NW0304|                                                           dddmmss.s |
 NW0304| CD6626 GLO 2 OFFSET RM 1                     9.058 METERS 02626     |
 NW0304| CD6628 GLO 2 OFFSET RM 3 AZIMUTH                          1174256.4 |
 NW0304| NW0399 SOUTH MOUNTAIN                      APPROX.15.1 KM 1384639.1 |
 NW0304| CD6627 GLO 2 OFFSET RM 2                     5.052 METERS 17027     |
 NW0304|---------------------------------------------------------------------|
 NW0304
 NW0304                          SUPERSEDED SURVEY CONTROL
 NW0304
 NW0304  NAD 83(1986)-  42 50 32.13882(N)    117 02 07.52530(W) AD(       ) 2
 NW0304  NAD 27      -  42 50 32.58300(N)    117 02 04.02700(W) AD(       ) 2
 NW0304  NGVD 29 (07/19/86) 1561.0    (m)         5121.     (f) VERT ANG    3  
 NW0304
 NW0304.Superseded values are not recommended for survey control.
 NW0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0304.See file dsdata.txt to determine how the superseded data were derived.
 NW0304
 NW0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH9710543299(NAD 83)
 NW0304_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NW0304_SETTING: 66 = SET IN ROCK OUTCROP
 NW0304_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 NW0304_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0304+STABILITY: POSITION/ELEVATION WELL
 NW0304
 NW0304  HISTORY     - Date     Condition        Report By
 NW0304  HISTORY     - 1934     MONUMENTED       CGS
 NW0304  HISTORY     - 1969     GOOD             USGS
 NW0304
 NW0304                          STATION DESCRIPTION
 NW0304
 NW0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CP)
 NW0304'THE STATION IS ON THE RIM LYING 3/4 MILE WEST OF THE ROAD, 90
 NW0304'FEET NORTH OF WHERE FENCE COMES OVER RIM AND 55 FEET WEST OF RIM.
 NW0304'
 NW0304'STATION REACHED FROM JORDAN VALLEY BY GOING EAST ON POVERTY
 NW0304'FLAT ROAD 11.9 MILES TO A RANCH HOUSE AT EAST OF ROAD, TURN
 NW0304'RIGHT THROUGH GATE JUST BEFORE REACHING HOUSE AND PROCEED IN A
 NW0304'NORTHWESTERLY DIRECTION FOR ABOUT 1/2 MILE, LEAVE TRUCK AND HEAD
 NW0304'FOR MIDDLE OF THE RIM WHERE THE FENCE GOES OVER, ABOUT 1/4 MILE
 NW0304'OR A 20-MINUTE PACK.
 NW0304'
 NW0304'SURFACE, AND REFERENCE MARKS NOS. 1 AND 2 ARE STANDARD BRONZE
 NW0304'DISKS SET IN OUTCROPPING BEDROCK AS DESCRIBED IN NOTES 2 AND 12A
 NW0304'RESPECTIVELY.
 NW0304'
 NW0304'REFERENCE MARK NO.3, AZIMUTH MARK NOTE 12C, IS LOCATED IN
 NW0304'HOLLOW 1/4 MILE WEST OF ROAD AND 1/2 MILE EAST OF STATION.  IT
 NW0304'IS PLACED IN CENTER OF G.L.O. CAIRN.
 NW0304
 NW0304                          STATION RECOVERY (1969)
 NW0304
 NW0304'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 NW0304'DESCRIPTION AND POSITION LISTED IN NGS QUAD 42117-1, STATION 1005.
 NW0304'
 NW0304'SURFACE MARK IS A STANDARD BRONZE DISK SET IN OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0308 ***********************************************************************
 NW0308  DESIGNATION -  GLO 3 OFFSET
 NW0308  PID         -  NW0308
 NW0308  STATE/COUNTY-  OR/MALHEUR
 NW0308  USGS QUAD   -  JUNIPER POINT (1980)
 NW0308
 NW0308                         *CURRENT SURVEY CONTROL
 NW0308  ___________________________________________________________________
 NW0308* NAD 83(1991)-  42 38 06.36341(N)    117 01 40.87460(W)     ADJUSTED  
 NW0308* NAVD 88     -      1540.     (meters)    5052.     (feet)  SCALED    
 NW0308  ___________________________________________________________________
 NW0308  LAPLACE CORR-           5.62  (seconds)                    DEFLEC99
 NW0308  GEOID HEIGHT-         -17.05  (meters)                     GEOID03
 NW0308  HORZ ORDER  -  SECOND
 NW0308
 NW0308.The horizontal coordinates were established by classical geodetic methods
 NW0308.and adjusted by the National Geodetic Survey in October 1991.
 NW0308
 NW0308.The orthometric height was scaled from a topographic map.
 NW0308
 NW0308.The Laplace correction was computed from DEFLEC99 derived deflections.
 NW0308
 NW0308.The geoid height was determined by GEOID03.
 NW0308
 NW0308;                    North         East     Units Scale Factor Converg.
 NW0308;SPC OR S     -   113,478.644 1,784,678.765   MT  0.99993767   +2 22 31.2
 NW0308;SPC OR S     -   372,305.26  5,855,245.29   iFT  0.99993767   +2 22 31.2
 NW0308;SPC ID W     -   108,354.731   695,180.662   MT  1.00006846   -0 51 56.6
 NW0308;SPC ID W     -   355,493.81  2,280,771.89   sFT  1.00006846   -0 51 56.6
 NW0308;UTM  11      - 4,720,295.053   497,702.609   MT  0.99960006   -0 01 08.3
 NW0308
 NW0308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NW0308!SPC OR S     -   0.99976119  x   0.99993767  =   0.99969888
 NW0308!SPC ID W     -   0.99976119  x   1.00006846  =   0.99982964
 NW0308!UTM  11      -   0.99976119  x   0.99960006  =   0.99936135
 NW0308
 NW0308|---------------------------------------------------------------------|
 NW0308| PID    Reference Object                     Distance      Geod. Az  |
 NW0308|                                                           dddmmss.s |
 NW0308| CD6629 GLO 3 OFFSET RM 1                    19.130 METERS 01521     |
 NW0308| NW0309 BOUNDARY MP 81 ID OR                169.620 METERS 13231     |
 NW0308| CD6630 GLO 3 OFFSET RM 2                     8.140 METERS 15402     |
 NW0308| NW0310 BIG GRASSY                          APPROX.25.1 KM 2682738.6 |
 NW0308|---------------------------------------------------------------------|
 NW0308
 NW0308                          SUPERSEDED SURVEY CONTROL
 NW0308
 NW0308  NAD 83(1986)-  42 38 06.36558(N)    117 01 40.87790(W) AD(       ) 2
 NW0308  NAD 27      -  42 38 06.80700(N)    117 01 37.37300(W) AD(       ) 2
 NW0308
 NW0308.Superseded values are not recommended for survey control.
 NW0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0308.See file dsdata.txt to determine how the superseded data were derived.
 NW0308
 NW0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH9770320295(NAD 83)
 NW0308_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NW0308_SETTING: 80 = SET IN A BOULDER
 NW0308_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 NW0308
 NW0308  HISTORY     - Date     Condition        Report By
 NW0308  HISTORY     - 1934     MONUMENTED       CGS
 NW0308
 NW0308                          STATION DESCRIPTION
 NW0308
 NW0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CP)
 NW0308'ABOUT 23.0 MILES, AIRLINE, SOUTH OF TOWN OF JORDAN VALLEY,
 NW0308'OREGON, ABOUT 170 METERS NORTHWEST OF OREGON-IDAHO BOUNDARY
 NW0308'LINE, AT THE WEST END OF A CIRCULAR RIM-ROCK FORMATION, KNOWN
 NW0308'LOCALLY AS THE FLAT-IRON AND THE MOST PROMINENT LANDMARK IN THIS
 NW0308'LOCALITY.  THE TERRAIN FROM STATION TO NORTH AND NORTHWEST RISES
 NW0308'GRADUALLY TO A BRUSHY KNOLL TO THE NORTHWEST.  THE BOUNDARY
 NW0308'MONUMENT KNOWN AS 81ST MILE WAS RECOVERED AS A RUDE ROCK CAIRN,
 NW0308'BUT NO MONUMENT WAS FOUND BENEATH CAIRN.  THE CENTER OF THIS
 NW0308'CAIRN WAS TIED INTO STATION.
 NW0308'
 NW0308'BEST REACHED FROM JORDAN VALLEY BY TAKING ROAD WEST TOWARD ROME
 NW0308'FOR 1.6 MILES, TURN LEFT AND GO 7.2 MILES TO SCHOOLHOUSE, TURN
 NW0308'RIGHT AND GO 10.6 MILES, TAKE LEFT FORK AND GO 2.0 MILES, TAKE
 NW0308'RIGHT FORK AND GO 2.0 MILES, TAKE LEFT FORK AND GO 3.0 MILES TO
 NW0308'GATE, TAKE RIGHT FORK AND GO 1.9 MILES, TAKE RIGHT FORK ALONG
 NW0308'POLE LINE AND GO 0.4 MILE, PASS THROUGH GATE, CONTINUE 0.4 MILE,
 NW0308'TAKE RIGHT FORK AND GO 1.0 MILE TO GATE, CONTINUE ON 0.4 MILE
 NW0308'AND TURN RIGHT CROSS COUNTRY FOR 0.2 MILE TO END OF TRUCK
 NW0308'TRAVEL.  PACK ABOUT 1/2 MILE CROSS COUNTRY TO NORTHWEST
 NW0308'TOWARD WEST END OF RIM ROCK FORMATION AND STATION.
 NW0308'
 NW0308'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN A
 NW0308'BOULDER AS DESCRIBED IN NOTES 4 AND 12C RESPECTIVELY.
 NW0308'
 NW0308'THERE IS NO UNDERGROUND MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA1142 ***********************************************************************
 RA1142  DESIGNATION -  GLO QUARTER CORNER
 RA1142  PID         -  RA1142
 RA1142  STATE/COUNTY-  OR/WALLOWA
 RA1142  USGS QUAD   -  TROY (1995)
 RA1142
 RA1142                         *CURRENT SURVEY CONTROL
 RA1142  ___________________________________________________________________
 RA1142* NAD 83(1991)-  45 55 43.27885(N)    117 29 37.31506(W)     ADJUSTED  
 RA1142* NAVD 88     -      1131.6    (meters)    3713.     (feet)  VERTCON   
 RA1142  ___________________________________________________________________
 RA1142  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 RA1142  GEOID HEIGHT-         -17.66  (meters)                     GEOID03
 RA1142  HORZ ORDER  -  FIRST
 RA1142
 RA1142.The horizontal coordinates were established by classical geodetic methods
 RA1142.and adjusted by the National Geodetic Survey in October 1991.
 RA1142
 RA1142.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1142.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1142
 RA1142.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1142
 RA1142.The geoid height was determined by GEOID03.
 RA1142
 RA1142;                    North         East     Units Scale Factor Converg.
 RA1142;SPC OR N     -   255,706.270 2,733,119.158   MT  0.99998265   +2 07 55.3
 RA1142;SPC OR N     -   838,931.33  8,966,926.37   iFT  0.99998265   +2 07 55.3
 RA1142;SPC WA S     -    70,616.972   733,115.838   MT  0.99997975   +2 11 01.6
 RA1142;SPC WA S     -   231,682.52  2,405,230.88   sFT  0.99997975   +2 11 01.6
 RA1142;UTM  11      - 5,086,242.839   461,722.707   MT  0.99961801   -0 21 17.0
 RA1142
 RA1142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1142!SPC OR N     -   0.99982540  x   0.99998265  =   0.99980806
 RA1142!SPC WA S     -   0.99982540  x   0.99997975  =   0.99980516
 RA1142!UTM  11      -   0.99982540  x   0.99961801  =   0.99944348
 RA1142
 RA1142|---------------------------------------------------------------------|
 RA1142| PID    Reference Object                     Distance      Geod. Az  |
 RA1142|                                                           dddmmss.s |
 RA1142| CF5328 GLO QUARTER CORNER RM 2               6.823 METERS 27639     |
 RA1142| RA1191 RUSSELL                             APPROX. 4.2 KM 3114546.4 |
 RA1142| CF5327 GLO QUARTER CORNER RM 1               8.465 METERS 35924     |
 RA1142|---------------------------------------------------------------------|
 RA1142
 RA1142                          SUPERSEDED SURVEY CONTROL
 RA1142
 RA1142  NAD 83(1986)-  45 55 43.28513(N)    117 29 37.30945(W) AD(       ) 1
 RA1142  NAD 27      -  45 55 43.76904(N)    117 29 33.66708(W) AD(       ) 1
 RA1142  NGVD 29 (07/19/86) 1130.5    (m)         3709.     (f) VERT ANG    3  
 RA1142
 RA1142.Superseded values are not recommended for survey control.
 RA1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1142.See file dsdata.txt to determine how the superseded data were derived.
 RA1142
 RA1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML6172386243(NAD 83)
 RA1142
 RA1142  HISTORY     - Date     Condition        Report By
 RA1142  HISTORY     - 1946     MONUMENTED       CGS
 RA1142
 RA1142                          STATION DESCRIPTION
 RA1142
 RA1142'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JTJ)
 RA1142'THE STATION IS LOCATED ON A BARE RIDGE, LOCALLY KNOWN AS EDEN
 RA1142'RIDGE, ABOUT 3 MILES AIRLINE WEST, SOUTHWEST FROM TROY, ABOUT
 RA1142'9 MILES AIRLINE WEST FROM FLORA, 0.5 MILE NORTH FROM THE FOREST
 RA1142'SERVICE ROAD FROM TROY TO LONG MEADOW GUARD STATION.
 RA1142'
 RA1142'TO REACH FROM TROY CROSS OVER THE WENAHA RIVER BRIDGE AND GO
 RA1142'0.3 MILE TO A ROAD FORK TAKE RIGHT FORK UP GRADE FOR 3.7 MILE TO
 RA1142'A T-INTERSECTION, TURN RIGHT AS PER SIGN, PALMER JCT., LONG
 RA1142'MEADOW R.S., AND GO 1.05 MILE TO A TRIANGULAR BLAZED PINE TREE ON
 RA1142'THE RIGHT, TURN RIGHT ACROSS COUNTRY FOR 0.5 MILE TO STATION ON
 RA1142'BARE OPEN RIDGE AS DESCRIBED.
 RA1142'
 RA1142'THE STATION IS A DRILL HOLE IN A BOULDER THAT IS EMBEDDED IN
 RA1142'CONCRETE, DRILL HOLE IS IN THE CENTER OF THE BOULDER AND IS ONE
 RA1142'INCH DEEP.  THE BOULDER IS 80 FEET SOUTH FROM WHERE THE RIDGE
 RA1142'BREAKS OFF SHARP TO THE TIMBER LINE, 308.885 FEET WEST FROM A
 RA1142'TRIANGULAR BLAZED PINE TREE.  BOULDER IS 9 INCHES BY 10 INCHES
 RA1142'AND PROJECTS 7 INCHES.
 RA1142'
 RA1142'REFERENCE MARK NO. 1 IS STAMPED GLO NO 1 1946 AND SET IN A DRILL
 RA1142'HOLE IN A BOULDER 5 INCHES BELOW THE SURFACE OF THE GROUND, DISK
 RA1142'IS 15 INCHES LOWER THAN STATION.
 RA1142'
 RA1142'REFERENCE MARK NO. 2 IS STAMPED GLO NO. 2 1946 AND SET IN A DRILL
 RA1142'HOLE IN A BOULDER 6 INCHES BELOW THE SURFACE OF THE GROUND, DISK
 RA1142'IS 18 INCHES BELOW THE STATION.
 RA1142'
 RA1142'AZIMUTH MARK, STATION RUSSELL WILL SERVE AS AZIMUTH FOR STATION.
 RA1142'
 RA1142'PICTURE POINT, TRIANGULAR BLAZED PINE TREE, GROUND AT TREE IS
 RA1142'2.68 M BELOW THE STATION.  THE TREE STANDS ALONE ON THE EAST SIDE
 RA1142'OF THE RIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2349 ***********************************************************************
 RC2349  DESIGNATION -  GLORIA
 RC2349  PID         -  RC2349
 RC2349  STATE/COUNTY-  OR/HOOD RIVER
 RC2349  USGS QUAD   -  CARSON (1994)
 RC2349
 RC2349                         *CURRENT SURVEY CONTROL
 RC2349  ___________________________________________________________________
 RC2349* NAD 83(1991)-  45 41 33.30026(N)    121 47 02.20811(W)     ADJUSTED  
 RC2349* NAVD 88     -        67.7    (meters)     222.     (feet)  VERTCON   
 RC2349  ___________________________________________________________________
 RC2349  LAPLACE CORR-           3.41  (seconds)                    DEFLEC99
 RC2349  GEOID HEIGHT-         -21.56  (meters)                     GEOID03
 RC2349  HORZ ORDER  -  SECOND
 RC2349
 RC2349.The horizontal coordinates were established by classical geodetic methods
 RC2349.and adjusted by the National Geodetic Survey in October 1991.
 RC2349
 RC2349.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC2349.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC2349
 RC2349.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2349
 RC2349.The geoid height was determined by GEOID03.
 RC2349
 RC2349;                    North         East     Units Scale Factor Converg.
 RC2349;SPC OR N     -   225,921.665 2,400,002.462   MT  0.99993637   -0 54 38.0
 RC2349;SPC OR N     -   741,212.81  7,874,023.83   iFT  0.99993637   -0 54 38.0
 RC2349;SPC WA S     -    40,745.247   399,992.818   MT  1.00003487   -0 55 57.6
 RC2349;SPC WA S     -   133,678.36  1,312,309.77   sFT  1.00003487   -0 55 57.6
 RC2349;UTM  10      - 5,060,611.392   594,681.766   MT  0.99971021   +0 52 13.0
 RC2349
 RC2349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2349!SPC OR N     -   0.99999276  x   0.99993637  =   0.99992913
 RC2349!SPC WA S     -   0.99999276  x   1.00003487  =   1.00002763
 RC2349!UTM  10      -   0.99999276  x   0.99971021  =   0.99970297
 RC2349
 RC2349|---------------------------------------------------------------------|
 RC2349| PID    Reference Object                     Distance      Geod. Az  |
 RC2349|                                                           dddmmss.s |
 RC2349| AH6887 GLORIA RM 1                           5.855 METERS 13312     |
 RC2349| AH6888 GLORIA RM 2                           3.341 METERS 24305     |
 RC2349| RC1629 FARR 2                              APPROX. 1.5 KM 2884714.8 |
 RC2349|---------------------------------------------------------------------|
 RC2349
 RC2349                          SUPERSEDED SURVEY CONTROL
 RC2349
 RC2349  NAD 83(1986)-  45 41 33.31145(N)    121 47 02.21553(W) AD(       ) 2
 RC2349  NAD 27      -  45 41 33.88800(N)    121 46 57.94900(W) AD(       ) 2
 RC2349  NGVD 29 (07/19/86)   66.7    (m)          219.     (f) VERT ANG    3  
 RC2349
 RC2349.Superseded values are not recommended for survey control.
 RC2349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2349.See file dsdata.txt to determine how the superseded data were derived.
 RC2349
 RC2349_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER9468260611(NAD 83)
 RC2349_MARKER: DS = TRIANGULATION STATION DISK
 RC2349_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RC2349_STAMPING: GLORIA 1956
 RC2349_MARK LOGO: CGS   
 RC2349_PROJECTION: FLUSH
 RC2349_MAGNETIC: P = MARKER IS A STEEL PIPE
 RC2349_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC2349_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RC2349+SATELLITE: SATELLITE OBSERVATIONS - January 30, 1984
 RC2349
 RC2349  HISTORY     - Date     Condition        Report By
 RC2349  HISTORY     - 1957     MONUMENTED       CGS
 RC2349  HISTORY     - 1971     SEE DESCRIPTION  NGS
 RC2349  HISTORY     - 1974     SEE DESCRIPTION  NGS
 RC2349  HISTORY     - 19840130 GOOD             NGS
 RC2349
 RC2349                          STATION DESCRIPTION
 RC2349
 RC2349'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JBW)
 RC2349'THE STATION IS LOCATED 5-3/4 MILES EAST-NORTHEAST OF CASCADE LOCKS
 RC2349'AND 1 MILE WEST OF WYETH.  IT IS ABOUT 50 YARDS NORTH OF
 RC2349'U.S. HIGHWAY 30 AND ON TOP OF A SHARP, PROMINENT, ROCKY POINT.
 RC2349'
 RC2349'TO REACH FROM THE POST OFFICE IN CASCADE LOCKS, GO EAST ON
 RC2349'U.S. HIGHWAY 30 FOR 6.1 MILES TO THE END OF TRUCK TRAVEL.  PACK
 RC2349'NORTH UP STEEP SLOPE TO HIGHEST POINT AND STATION.  THIS IS A
 RC2349'3-MINUTE PACK.
 RC2349'
 RC2349'THE STATION MARK, A STANDARD DISK STAMPED GLORIA 1956, IS
 RC2349'SECURED TO THE TOP OF A 2-INCH PIPE WHICH PROJECTS 12 INCHES
 RC2349'ABOVE THE GROUND.
 RC2349'
 RC2349'REFERENCE MARK 1, A STANDARD DISK STAMPED GLORIA NO 1 1956, IS
 RC2349'SET IN THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS 2 INCHES
 RC2349'ABOVE THE GROUND.
 RC2349'
 RC2349'REFERENCE MARK 2, A STANDARD DISK STAMPED GLORIA NO 2 1956, IS
 RC2349'SET IN THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS 3 INCHES ABOVE
 RC2349'THE GROUND.  IT IS ABOUT 4 FEET LOWER THAN THE STATION MARK.
 RC2349'
 RC2349'TRIANGULATION STATION FARR 2 CAN BE USED AS AN AZIMUTH.
 RC2349
 RC2349                          STATION RECOVERY (1971)
 RC2349
 RC2349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 RC2349'THE STATION MARK, AND BOTH REFERENCE MARKS WERE RECOVERED IN
 RC2349'GOOD CONDITION AS DESCRIBED.
 RC2349'
 RC2349'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RC2349'6 MILES EAST OF CASCADE LOCKS.
 RC2349
 RC2349                          STATION RECOVERY (1974)
 RC2349
 RC2349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 RC2349'THE STATION MARK, AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 RC2349'CONDITION AS DESCRIBED.  THE FOLLOWING IS A NEW TO REACH.
 RC2349'
 RC2349'TO REACH THE STATION FROM THE CASCADE LOCKS POST OFFICE GO EAST
 RC2349'ON U.S. HIGHWAY 30 FOR 1.3 MILES TO INTERSTATE 80N, CONTINUE EAST
 RC2349'ON INTERSTATE 80N FOR 5.1 MILES TO THE END OF TRUCK TRAVEL, THIS
 RC2349'IS 0.3 MILE AFTER PASSING MILEPOST NO. 48.  CROSS THE HIGHWAY, AND
 RC2349'PACK NORTH UP THE STEEP SLOPE TO THE SUMMIT, AND STATION.  LENGTH
 RC2349'OF PACK IS 3 MINUTES.
 RC2349'
 RC2349'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RC2349'6 MILES EAST OF CASCADE LOCKS.
 RC2349
 RC2349                          STATION RECOVERY (1984)
 RC2349
 RC2349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (LLR)
 RC2349'THE STATION IS LOCATED ABOUT 9.7 KM (6.00 MI) EAST OF CASCADE LOCKS,
 RC2349'1.6 KM (1.00 MI) WEST OF WYETH AND ON HIGHWAY RIGHT-OF-WAY. TO REACH
 RC2349'FROM THE POST OFFICE IN CASCADE LOCKS, GO EAST ON US HIGHWAY 30 FOR
 RC2349'2.009 KM (1.25 MI) TO THE JUNCTION OF INTERSTATE HIGHWAY 80. CONTINUE
 RC2349'EAST ON INTERSTATE HIGHWAY 80 FOR 7.72 KM (4.80 MI) TO MILE POST
 RC2349'NUMBER 48. CONTINUE AHEAD EAST ON INTERSTATE HIGHWAY 80 FOR 0.48 KM
 RC2349'(0.30 MI) TO THE END OF TRUCK TRAVEL.  WALK NORTH ACROSS THE
 RC2349'INTERSTATE HIGHWAY AND THEN UP THE STEEP SLOPE FOR ABOUT 50 M (164.0
 RC2349'FT) TO THE TOP OF THE CUTBANK AND THE STATION. THE MARK IS FASTENED TO
 RC2349'THE TOP OF A 2-INCH IRON PIPE THAT PROJECTS 0.3 M (1.0 FT) ABOVE THE
 RC2349'GROUND SURFACE.  IT IS 5.855 M (19.209 FT) SOUTHEAST OF REFERENCE MARK
 RC2349'1 AND 3.350 M (10.991 FT) WEST-SOUTHWEST OF REFERENCE MARK 2.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2423 ***********************************************************************
 RD2423  DESIGNATION -  GOAT
 RD2423  PID         -  RD2423
 RD2423  STATE/COUNTY-  OR/CLACKAMAS
 RD2423  USGS QUAD   -  ELWOOD (1986)
 RD2423
 RD2423                         *CURRENT SURVEY CONTROL
 RD2423  ___________________________________________________________________
 RD2423* NAD 83(2007)-  45 07 53.11946(N)    122 17 46.75997(W)     ADJUSTED  
 RD2423* NAVD 88     -      1286.8    (meters)    4222.     (feet)  GPS OBS   
 RD2423  ___________________________________________________________________
 RD2423  EPOCH DATE  -        2007.00
 RD2423  X           -  -2,408,692.583 (meters)                     COMP
 RD2423  Y           -  -3,810,716.442 (meters)                     COMP
 RD2423  Z           -   4,498,560.396 (meters)                     COMP
 RD2423  LAPLACE CORR-           7.72  (seconds)                    DEFLEC99
 RD2423  ELLIP HEIGHT-        1264.673 (meters)          (02/10/07) ADJUSTED
 RD2423  GEOID HEIGHT-         -22.09  (meters)                     GEOID03
 RD2423
 RD2423  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 RD2423  Type    PID    Designation                      North   East  Ellip
 RD2423  -------------------------------------------------------------------
 RD2423  NETWORK RD2423 GOAT                              1.06   0.69   2.96
 RD2423  -------------------------------------------------------------------
 RD2423
 RD2423.The horizontal coordinates were established by GPS observations
 RD2423.and adjusted by the National Geodetic Survey in February 2007.
 RD2423
 RD2423.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 RD2423.See www.ngs.noaa.gov/NationalReadjustment for more information.
 RD2423.The horizontal coordinates are valid at the epoch date displayed above.
 RD2423.The epoch date for horizontal control is a decimal equivalence
 RD2423.of Year/Month/Day.
 RD2423
 RD2423.The orthometric height was determined by GPS observations and a
 RD2423.high-resolution geoid model.
 RD2423
 RD2423.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RD2423
 RD2423.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2423
 RD2423.The ellipsoidal height was determined by GPS observations
 RD2423.and is referenced to NAD 83.
 RD2423
 RD2423.The geoid height was determined by GEOID03.
 RD2423
 RD2423;                    North         East     Units Scale Factor Converg.
 RD2423;SPC OR N     -   164,336.176 2,358,716.344   MT  0.99989479   -1 16 26.1
 RD2423;SPC OR N     -   539,160.68  7,738,570.68   iFT  0.99989479   -1 16 26.1
 RD2423;UTM  10      - 4,997,790.719   555,333.637   MT  0.99963765   +0 29 55.4
 RD2423
 RD2423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2423!SPC OR N     -   0.99980176  x   0.99989479  =   0.99969657
 RD2423!UTM  10      -   0.99980176  x   0.99963765  =   0.99943948
 RD2423
 RD2423|---------------------------------------------------------------------|
 RD2423| PID    Reference Object                     Distance      Geod. Az  |
 RD2423|                                                           dddmmss.s |
 RD2423| CE2589 GOAT RM 2                             6.950 METERS 00255     |
 RD2423| CE2587 GOAT AZ MK                                         2214733.2 |
 RD2423| RD2429 NORTH                               APPROX.14.1 KM 2553515.6 |
 RD2423| CE2588 GOAT RM 1                             8.364 METERS 25906     |
 RD2423| RD2422 GOAT MOUNTAIN LOT                    21.565 METERS 33236     |
 RD2423|---------------------------------------------------------------------|
 RD2423
 RD2423                          SUPERSEDED SURVEY CONTROL
 RD2423
 RD2423  NAD 83(1998)-  45 07 53.11763(N)    122 17 46.76145(W) AD(       ) B
 RD2423  ELLIP H (02/26/02) 1264.676  (m)                       GP(       ) 3 2
 RD2423  NAD 83(1991)-  45 07 53.11583(N)    122 17 46.76243(W) AD(       ) 2
 RD2423  NAD 83(1986)-  45 07 53.13726(N)    122 17 46.77848(W) AD(       ) 2
 RD2423  NAD 27      -  45 07 53.69000(N)    122 17 42.48300(W) AD(       ) 2
 RD2423  NGVD 29 (07/19/86) 1286.1    (m)         4219.     (f) VERT ANG    3  
 RD2423
 RD2423.Superseded values are not recommended for survey control.
 RD2423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2423.See file dsdata.txt to determine how the superseded data were derived.
 RD2423
 RD2423_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ5533497791(NAD 83)
 RD2423_MARKER: DS = TRIANGULATION STATION DISK
 RD2423_SETTING: 66 = SET IN ROCK OUTCROP
 RD2423_STAMPING: GOAT 1953
 RD2423_MARK LOGO: CGS   
 RD2423_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD2423_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RD2423+STABILITY: POSITION/ELEVATION WELL
 RD2423_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD2423+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2000
 RD2423
 RD2423  HISTORY     - Date     Condition        Report By
 RD2423  HISTORY     - 1953     MONUMENTED       CGS
 RD2423  HISTORY     - 1955     GOOD             USGS
 RD2423  HISTORY     - 1970     SEE DESCRIPTION  NGS
 RD2423  HISTORY     - 1985     GOOD             LOCSUR
 RD2423  HISTORY     - 20001010 GOOD             OR-005
 RD2423
 RD2423                          STATION DESCRIPTION
 RD2423
 RD2423'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 RD2423'THE STATION IS LOCATED AT THE SUMMIT OF GOAT MOUNTAIN NEAR THE
 RD2423'GOAT MOUNTAIN LOOKOUT TOWER, ABOUT 10 MILES EAST-SOUTHEAST OF
 RD2423'COLTON, ABOUT 11 MILES SOUTH-SOUTHEAST OF ESTACADA AND 14 MILES
 RD2423'EAST OF MOLALLA.  IT IS IN THE SOUTHWEST CORNER OF SEC. 14, T. 5
 RD2423'S., R. 4 E., ON LAND OWNED BY THE CROWN ZELLERBACH CORPORATION.
 RD2423'
 RD2423'REACHED FROM THE MAIN CROSS STREET IN MOLALLA BY GOING EAST ON
 RD2423'STATE HIGHWAY 211 FOR 0.7 MILE TO A ROAD JUNCTION.  TAKE THE
 RD2423'RIGHT FORK AND CONTINUE FOR 2.0 MILES TO A FORK AFTER CROSSING A
 RD2423'COVERED BRIDGE.  TAKE THE RIGHT FORK AND CONTINUE FOR 1.35 MILES
 RD2423'TO A CROSSROAD AT LUMBER COMPANY GAS STATION ON THE LEFT.
 RD2423'CONTINUE FOR 0.1 MILE TO THE CROWN ZELLERBACH HEADQUARTERS ON THE
 RD2423'RIGHT WHERE A PASS MUST BE OBTAINED BEFORE ENTERING THE GOAT
 RD2423'MOUNTAIN AREA.  CONTINUE STRAIGHT AHEAD FOR 0.25 MILES
 RD2423'TO A FORK.  TAKE THE LEFT FORK AND FOLLOW ROAD NUMBER 100 FOR 4.3
 RD2423'MILES TO A LOCKED GATE.  PASS THROUGH GATE AND FOLLOW ROAD
 RD2423'NUMBER 100 FOR 7.4 MILES TO A FORK AND SIGN.  TAKE THE LEFT FORK
 RD2423'ON ROAD NUMBER 140 AS PER SIGN GOAT MTN LO AND CONTINUE FOR 2.65
 RD2423'MILES TO A FORK.  TAKE THE LEFT FORK AND CONTINUE FOR 0.25 MILES
 RD2423'TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED BELOW.  CONTINUE
 RD2423'STRAIGHT AHEAD FOR 0.7 MILE TO THE LOOKOUT HOUSE AND THE STATION.
 RD2423'A DRIVE STATION WITH A 2-WHEEL DRIVE VEHICLE.
 RD2423'
 RD2423'THE STATION MARK, A STANDARD DISK STAMPED GOAT 1953, IS SET IN
 RD2423'THE TOP OF AN OUTCROP THAT PROJECTS ABOUT 10 INCHES ABOVE THE
 RD2423'GROUND.  IT IS 56 FEET SOUTH OF THE SOUTHEAST CORNER OF THE LOOKOUT
 RD2423'TOWER AND 12 FEET NORTH OF THE EDGE OF THE BLUFF.  IT IS
 RD2423'APPROXIMATELY 6 FEET HIGHER THAN THE CENTER OF THE BASE OF THE
 RD2423'TOWER.
 RD2423'
 RD2423'REFERENCE MARK 1, A STANDARD DISK STAMPED GOAT NO 1 1953, SET
 RD2423'IN THE SOUTH SIDE OF A MONSTROUS OUTCROP ABOUT 3 FEET BELOW THE
 RD2423'TOP AND ABOUT 3 FEET SOUTH OF THE HIGHEST POINT OF THE OUTCROP.
 RD2423'THE MARK IS ABOUT 3 FEET HIGHER THAN THE STATION MARK.
 RD2423'
 RD2423'REFERENCE MARK 2, A STANDARD DISK STAMPED GOAT NO 2 1953, IS
 RD2423'SET IN THE TOP OF AN OUTCROP THAT IS ABOUT 1 FOOT HIGHER THAN
 RD2423'THE STATION MARK AND PROJECTS ABOUT 10 INCHES ON THE NORTH SIDE
 RD2423'AND ABOUT 2 FEET ON THE SOUTH SIDE.
 RD2423'
 RD2423'THE AZIMUTH MARK, A STANDARD DISK STAMPED GOAT 1953, IS SET IN
 RD2423'THE TOP OF A 10X10X10-FOOT BOULDER THAT PROJECTS ABOUT 10 FEET
 RD2423'ABOVE THE GROUND.  IT IS ABOUT 30 FEET SOUTH OF AND ABOUT THE
 RD2423'SAME ELEVATION AS THE CENTER LINE OF THE DIRT ROAD AND ABOUT 20
 RD2423'FEET SOUTH OF A 4X4-INCH WITNESS POST WHICH PROJECTS ABOUT 2
 RD2423'FEET.  THE WITNESS POST IS DIFFICULT TO SEE FROM ANY DISTANCE
 RD2423'WHEN APPROACHING FROM THE SOUTHWEST.
 RD2423
 RD2423                          STATION RECOVERY (1955)
 RD2423
 RD2423'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 RD2423'RECOVERED AS DESCRIBED BY NGS.  ALL MARKS IN GOOD CONDITION.
 RD2423
 RD2423                          STATION RECOVERY (1970)
 RD2423
 RD2423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 RD2423'THE STATION WAS RECOVERED AS DESCRIBED.  SOME IRRESPONSIBLE PARTY
 RD2423'HAD BEEN TRYING TO PRY THE REFERENCE MARKS OUT, BUT THEY WERE
 RD2423'STILL IN THEIR MOORING.  ADDITIONAL CEMENT WAS PLACED AROUND THE
 RD2423'REFERENCE MARKS IN AN EFFORT TO DISCOURAGE SUCH ACTION.  THE
 RD2423'AZIMUTH MARK WAS SEARCHED FOR BUT NOT RECOVERED.  IT IS NOT
 RD2423'BELIEVED TO BE DESTROYED.  THE ORIGINAL DESCRIPTION TO THE AZIMUTH
 RD2423'MARK MAY BE LESS THAN ACCURATE.  THE FOLLOWING IS AN
 RD2423'ALTERNATE TO REACH.
 RD2423'
 RD2423'TO REACH THE STATION FROM THE MOLALLA POST OFFICE GO EAST ON
 RD2423'STATE HIGHWAY 211 FOR 0.6 MILE TO A FORK, TAKE THE RIGHT FORK,
 RD2423'AND GO SOUTH, EAST, AND SOUTH ON THE COUNTY ROAD FOR 3.4 MILES
 RD2423'TO THE CROWN ZELLERBACH CORP. OFFICE.  OBTAIN PERMISSION TO TRAVEL
 RD2423'THEIR ROADS, AND A KEY IF NECESSARY, THEN GO EAST ON CROWN
 RD2423'ZELLERBACH ROAD 100 FOR 4.6 MILES TO A GATE, PASS THRU GATE, AND
 RD2423'CONTINUE EAST ON ROAD 100 FOR 9.8 MILES TO ROAD 1136 AT A FORK,
 RD2423'TAKE THE LEFT FORK, AND GO NORTH ON ROAD 1136 FOR 1.7 MILES TO
 RD2423'THE LOOKOUT AT THE END OF THE ROAD, AND THE STATION.
 RD2423
 RD2423                          STATION RECOVERY (1985)
 RD2423
 RD2423'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985 (LC)
 RD2423'GOAT 1953 FOUND GOOD.
 RD2423'
 RD2423'RM 2 HAS BEEN DISTURBED - WELL BATTERED.
 RD2423
 RD2423                          STATION RECOVERY (2000)
 RD2423
 RD2423'RECOVERY NOTE BY CLACKAMAS COUNTY OREGON 2000 (CRC)
 RD2423'THE STATION IS LOCATED ABOUT 52.1 KM (32.4 MI) SOUTHEAST OF PORTLAND,
 RD2423'20.0 KM (13.7 MI) EAST
 RD2423'OF MOLALLA,  17.7 KM (11 MI) SOUTHERLY OF ESTACADA, ON WILLIAMS LAKE
 RD2423'ROAD 144, NORTH OF
 RD2423'WILLIAMS LAKE MAIN LINE ROAD, AT THE TOP OF GOAT MOUNTAIN, PROBABLY IN
 RD2423'THE SOUTHEAST
 RD2423'QUARTER OF SECTION 15, T. 5 S., R. 4 E., W.M.  OWNERSHIP -  WILLAMETTE
 RD2423'INDUSTRIES
 RD2423' 
 RD2423'TO REACH THE STATION FROM INTERSECTION OF STATE HIGHWAYS 211 AND 213
 RD2423'IN MOLALLA, GO
 RD2423'EAST ON HIGHWAY 211 FOR 5.6 KM (3.5 MI) TO THE JUNCTION OF MATHIAS
 RD2423'ROAD ON RIGHT. TURN
 RD2423'RIGHT, SOUTHERLY, ON MATHIAS ROAD FOR 0.5 KM (0.3 MI) TO THE JUNCTION
 RD2423'OF FEYRER PARK ROAD
 RD2423'(DICKEY PRAIRIE ROAD ON SIGN POST) ON THE LEFT. TURN LEFT, EASTERLY,
 RD2423'ON FEYER PARK ROAD
 RD2423'FOR 2.7 KM (1.7 MI) TO A T-INTERSECTION. TURN RIGHT, SOUTHERLY, ON
 RD2423'DICKEY PRAIRIE ROAD FOR
 RD2423'2.6 KM (1.6 MI) TO WILLAMETTE INDUSTRIES FIELD OFFICE ON RIGHT.  STOP
 RD2423'AT THEIR FIELD OFFICE TO
 RD2423'GET WILLIAMS LAKE KEY NUMBER CT 11 TO ACCESS THEIR GATED LANDS UPON
 RD2423'WHICH THIS STATION
 RD2423'IS LOCATED.  (OBTAINING A MAP OF  THEIR ROAD SYSTEM IN THE AREA FROM
 RD2423'ODEANE ROAD TO GOAT
 RD2423'MOUNTAIN WOULD BE HELPFUL).  CONTINUE SOUTHERLY AND EASTERLY ON DICKEY
 RD2423'PRAIRIE ROAD
 RD2423'FOR 0.2 MI TO A TRIANGULAR INTERSECTION AT RAMSBY ROAD.  GO EASTERLY
 RD2423'ON RAMSBY ROAD FOR
 RD2423'0.4 KM (0.25 MI) TO CALLAHAN ROAD WHICH FORKS LEFT (NORTHEAST).   STAY
 RD2423'RIGHT,
 RD2423'SOUTHEASTERLY THEN EASTERLY, ON RAMBSY ROAD FOR 6.0 KM (3.75 MI) TO
 RD2423'THE JUNCTION OF
 RD2423'ODEANE ROAD ON THE LEFT.  TURN LEFT, NORTHEASTERLY, ON ODEANE ROAD FOR
 RD2423'1.0 KM (0.6 MI) TO
 RD2423'AN UNPAVED WILLAMETTE INDUSTRIES ROAD ON RIGHT (WILLIAMS LAKE MAIN
 RD2423'LINE). TURN RIGHT TO
 RD2423'A GATE. GO EASTERLY PAST THE GATE ON WILLIAMS LAKE MAIN LINE (MARKED
 RD2423'WL ML ON SIGN
 RD2423'POSTS) FOR 7.3 KM (4.5 MI) TO WHERE GREEN MOUNTAIN MAIN LINE GOES TO
 RD2423'THE LEFT.  CONTINUE
 RD2423'EASTERLY ON WL ML ROAD FOR 8.3 KM (5.15 MI) TO WHERE WL 144 GOES TO
 RD2423'THE LEFT.  TURN LEFT,
 RD2423'NORTHERLY, ON WL 144 FOR 2.9 KM (1.8 MI) TO THE STATION ON THE LEFT
 RD2423'NEAR OLD THE LOOKOUT
 RD2423'TOWER.
 RD2423' 
 RD2423'THE STATION IS A STANDARD U.S. COAST AND GEODETIC SURVEY BRONZE DISK
 RD2423'8.3 CM (3.25 IN) IN
 RD2423'DIAMETER SET IN A DRILL HOLE IN THE TOP OF A ROCK OUTCROP PROJECTING
 RD2423'25 CM (10 IN) ABOVE
 RD2423'GROUND.   IT IS 38 M (125 FT)  WEST FROM THE ROAD, 19.0 M (62.0 FT)
 RD2423'NORTHEAST FROM THE MOST
 RD2423'SOUTHERLY CORNER OF A CINDERBLOCK BUILDING, 17.0 M (56.0 FT) SOUTHEAST
 RD2423'FROM THE
 RD2423'SOUTHEAST CORNER OF THE LOOKOUT TOWER, AND 3.7 M (12 FT) NORTH OF A
 RD2423'3.7 M (12 FT) HIGH
 RD2423'BLUFF.
 RD2423' 
 RD2423'ROAD ATLAS MAPS MAY BE OBTAINED AT THE CLACKAMAS COUNTY DEPARTMENT OF
 RD2423'TRANSPORTATION AND DEVELOPMENT (DTD), 9101 S.E. SUNNYBROOK BLVD.,
 RD2423'CLACKAMAS, OR 97015.
 RD2423'PHONE 503-353-4681.  A MT. HOOD NATIONAL FOREST MAP MAY BE OBTAINED
 RD2423'AT THE CLACKAMAS RIVER RANGER DISTRICT, U.S. FOREST SERVICE, 595 N.W.
 RD2423'INDUSTRIAL WAY
 RD2423'(FRONTAGE ROAD TO HIGHWAYS 211 AND 224), ESTACADA, OR 97023.  PHONE
 RD2423'503-630-6861 AND
 RD2423'503-630-8700.   THESE MAPS HAVE A MINOR FEE.
 RD2423' 
 RD2423' 
 RD2423'
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1226 ***********************************************************************
 NZ1226  DESIGNATION -  GOAT
 NZ1226  PID         -  NZ1226
 NZ1226  STATE/COUNTY-  OR/DOUGLAS
 NZ1226  USGS QUAD   -  QUINES CREEK (1986)
 NZ1226
 NZ1226                         *CURRENT SURVEY CONTROL
 NZ1226  ___________________________________________________________________
 NZ1226* NAD 83(1991)-  42 48 31.43951(N)    123 16 37.15470(W)     ADJUSTED  
 NZ1226* NAVD 88     -      1079.3    (meters)    3541.     (feet)  VERTCON   
 NZ1226  ___________________________________________________________________
 NZ1226  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 NZ1226  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 NZ1226  HORZ ORDER  -  SECOND
 NZ1226
 NZ1226.The horizontal coordinates were established by classical geodetic methods
 NZ1226.and adjusted by the National Geodetic Survey in October 1991.
 NZ1226
 NZ1226.The NAVD 88 height was computed by applying the VERTCON shift value to
 NZ1226.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NZ1226
 NZ1226.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ1226
 NZ1226.The geoid height was determined by GEOID03.
 NZ1226
 NZ1226;                    North         East     Units Scale Factor Converg.
 NZ1226;SPC OR S     -   130,628.832 1,272,921.771   MT  0.99991422   -1 53 59.5
 NZ1226;SPC OR S     -   428,572.28  4,176,252.53   iFT  0.99991422   -1 53 59.5
 NZ1226;UTM  10      - 4,739,612.499   477,353.304   MT  0.99960631   -0 11 17.6
 NZ1226
 NZ1226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NZ1226!SPC OR S     -   0.99983446  x   0.99991422  =   0.99974870
 NZ1226!UTM  10      -   0.99983446  x   0.99960631  =   0.99944084
 NZ1226
 NZ1226|---------------------------------------------------------------------|
 NZ1226| PID    Reference Object                     Distance      Geod. Az  |
 NZ1226|                                                           dddmmss.s |
 NZ1226| CD8563 GOAT RM 1                             5.851 METERS 02655     |
 NZ1226| NZ1234 BRAKE                               APPROX. 1.5 KM 0663722.2 |
 NZ1226| NZ1209 SEXTON MOUNTAIN BEACON 36           APPROX.24.3 KM 1972423.1 |
 NZ1226| CD8564 GOAT RM 2                             8.443 METERS 30431     |
 NZ1226|---------------------------------------------------------------------|
 NZ1226
 NZ1226                          SUPERSEDED SURVEY CONTROL
 NZ1226
 NZ1226  NAD 83(1986)-  42 48 31.42659(N)    123 16 37.17580(W) AD(       ) 2
 NZ1226  NAD 27      -  42 48 31.98990(N)    123 16 32.94670(W) AD(       ) 2
 NZ1226  NGVD 29 (07/19/86) 1078.3    (m)         3538.     (f) VERT ANG    3  
 NZ1226
 NZ1226.Superseded values are not recommended for survey control.
 NZ1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1226.See file dsdata.txt to determine how the superseded data were derived.
 NZ1226
 NZ1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN7735339612(NAD 83)
 NZ1226_MARKER: Z = SEE DESCRIPTION
 NZ1226_SETTING: 0 = UNSPECIFIED SETTING
 NZ1226
 NZ1226  HISTORY     - Date     Condition        Report By
 NZ1226  HISTORY     - 1963     MONUMENTED       ORDT
 NZ1226  HISTORY     - 1975     SEE DESCRIPTION  NGS
 NZ1226
 NZ1226                          STATION DESCRIPTION
 NZ1226
 NZ1226'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1963 (FN)
 NZ1226'THE STATION IS 8 MILES SOUTH OF CANYONVILLE, 1-1/2 MILES SOUTHWEST
 NZ1226'OF THE SUMMIT OF CANYON CREEK PASS AND 1-1/4 MILES NORTHWEST OF
 NZ1226'AZALEA ON A LOGGED OVER MOUNTAIN.
 NZ1226'
 NZ1226'TO REACH THE STATION FROM THE POST OFFICE IN AZALEA GO NORTHEAST
 NZ1226'ON THE MACADAM ROAD FOR 0.15 MILE TO A GATE ON THE LEFT, TURN LEFT,
 NZ1226'PASS THROUGH THE GATE AND FOLLOW FIELD ROAD NORTHWEST ACROSS THE
 NZ1226'HAY FIELD FOR 0.2 MILE TO ANOTHER GATE, PASS THROUGH AND FOLLOW
 NZ1226'ROUGH TRACK AND BLADED ROAD NORTHWEST AND NORTH FOR 0.7 MILE TO A
 NZ1226'SADDLE AND THE END OF TRUCK TRAVEL.  FROM HERE PACK WESTERLY
 NZ1226'ALONG THE CREST OF THE RIDGE FOR ABOUT 90 MINUTES TO THE STATION.
 NZ1226'
 NZ1226'THE STATION MARK, STAMPED GOAT USC AND GS 1963, IS AN OREGON STATE
 NZ1226'HIGHWAY DEPT. STAT-MARK DISK BRAZED TO THE TOP OF A 2 1/2-INCH
 NZ1226'IRON PIPE THAT PROJECTS 4 INCHES.  IT IS 30 FEET SOUTHWEST OF A
 NZ1226'BURNT SNAG ABOUT 20 FEET HIGH AND 6 FEET IN DIAMETER WITH A
 NZ1226'TRIANGLE BLAZE ON IT AND 3 FEET SOUTHEAST OF A ROCK CAIRN.
 NZ1226'
 NZ1226'REFERENCE MARK NO. 1, STAMPED GOAT USC AND GS NO 1 1963, IS AN
 NZ1226'OREGON STATE HIGHWAY DEPT. REFERENCE MARK DISK BRAZED TO THE TOP OF
 NZ1226'A 2 1/2-INCH IRON PIPE THAT PROJECTS 4 INCHES.  IT IS 24 FEET WEST
 NZ1226'OF THE SNAG, 1 FOOT SOUTH OF A ROCK CAIRN AND ABOUT 3 FEET BELOW
 NZ1226'THE LEVEL OF THE STATION.
 NZ1226'
 NZ1226'REFERENCE MARK NO. 2, STAMPED GOAT USC AND GS NO 2 1963, IS AN
 NZ1226'OREGON STATE HIGHWAY DEPT. REFERENCE MARK DISK BRAZED TO THE TOP
 NZ1226'OF A 2 1/2-INCH IRON PIPE THAT PROJECTS 3 INCHES.  IT IS 1 FOOT
 NZ1226'SOUTH OF A ROCK CAIRN AND THE SAME ELEVATION AS THE STATION.
 NZ1226'
 NZ1226'DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 31.54 FEET.
 NZ1226'
 NZ1226'TRAVERSE STATION BRAKE OSHD-USC AND GS WAS USED FOR THE AZIMUTH
 NZ1226'MARK.  SEE DESCRIPTION THEREOF.
 NZ1226
 NZ1226                          STATION RECOVERY (1975)
 NZ1226
 NZ1226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 NZ1226'THE STATION MARK, AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 NZ1226'CONDITION AS DESCRIBED.  A METAL WITNESS POST WAS PLACED 3 FEET
 NZ1226'WEST OF THE STATION MARK, AND GENEROUS PORTIONS OF SIGNAL CLOTH WAS
 NZ1226'USED TO MARK EACH MONUMENT AS THE BRUSH, AND YOUNG TREES ARE
 NZ1226'GROWING RAPIDLY ON THIS RIDGE.  THERE WAS NO SUITABLE PLACE TO
 NZ1226'ESTABLISH AN AZIMUTH MARK FOR THIS STATION.  THE ORIGINAL TO
 NZ1226'REACH IS OBSOLETE.  A NEW TO REACH FOLLOWS.
 NZ1226'
 NZ1226'TO REACH THE STATION FROM THE CROSS STREET JUST WEST OF THE
 NZ1226'CANYONVILLE POST OFFICE GO SOUTH, AND WEST ON U.S. HIGHWAY 99 FOR
 NZ1226'0.4 MILE TO INTERSTATE 5, GO SOUTH ON INTERSTATE 5 FOR 2.5 MILES TO
 NZ1226'EXIT 95, CANYON CREEK EXIT, LEAVE INTERSTATE 5, AND GO SOUTHWEST
 NZ1226'ON GRAVELED ROAD PARALLELING THE WEST FORK OF CANYON CREEK FOR
 NZ1226'2.8 MILES TO A SIDE ROAD LEFT, AT THE SIGN, BUCKHORN MTN., TURN
 NZ1226'LEFT AS PER SIGN, CROSSING THE CONCRETE BRIDGE, AND GO
 NZ1226'NORTHEASTERLY ON THE MOUNTAIN ROAD FOR 1.0 MILE TO A SIDE ROAD
 NZ1226'LEFT, CONTINUE STRAIGHT AHEAD ON MAIN TRAVELED ROAD IN
 NZ1226'NORTHEASTERLY DIRECTION FOR 0.8 MILE TO A SIDE ROAD LEFT,
 NZ1226'CONTINUE IN A NORTHEASTERLY DIRECTION TO THE CREST OF THE
 NZ1226'RIDGE WHERE THE ROAD TURNS IN A SOUTHWESTERLY DIRECTION, AND
 NZ1226'FOLLOW THE MAIN TRAVELED ROAD FOR 4.0 MILES TO A FORK, TAKE THE
 NZ1226'LEFT FORK IN A SOUTHERLY DIRECTION FOR 2.0 MILES TO A SIDE ROAD
 NZ1226'LEFT, TURN LEFT, AND GO SOUTHEAST FOR 0.7 MILE TO A FORK,
 NZ1226'KEEP LEFT FORK, STRAIGHT AHEAD FOR 0.3 MILE TO AN OFFSET
 NZ1226'CROSSROAD.  USING A 4-WHEEL DRIVE VEHICLE, TURN RIGHT ON
 NZ1226'SINGLE TRACK ROAD, AND GO SOUTHWEST UP STEEP GRADE FOR 0.8 MILE TO
 NZ1226'THE END OF THE ROAD, THEN HIKE SOUTHEAST OUT THE BRUSHY RIDGE FOR
 NZ1226'200 FEET TO THE STATION.
 NZ1226'
 NZ1226'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NZ1226'8 MILES SOUTH OF CANYONVILLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0983 ***********************************************************************
 OA0983  DESIGNATION -  GOAT ISLAND
 OA0983  PID         -  OA0983
 OA0983  STATE/COUNTY-  OR/CURRY
 OA0983  USGS QUAD   -  BROOKINGS (1986)
 OA0983
 OA0983                         *CURRENT SURVEY CONTROL
 OA0983  ___________________________________________________________________
 OA0983* NAD 83(1991)-  42 03 57.27196(N)    124 19 17.38670(W)     ADJUSTED  
 OA0983* NAVD 88     -              **(meters)            **(feet)            
 OA0983  ___________________________________________________________________
 OA0983  LAPLACE CORR-          11.88  (seconds)                    DEFLEC99
 OA0983  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 OA0983  HORZ ORDER  -  THIRD
 OA0983
 OA0983.The horizontal coordinates were established by classical geodetic methods
 OA0983.and adjusted by the National Geodetic Survey in October 1991.
 OA0983
 OA0983
 OA0983.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA0983
 OA0983.The geoid height was determined by GEOID03.
 OA0983
 OA0983;                    North         East     Units Scale Factor Converg.
 OA0983;SPC OR S     -    51,566.419 1,183,798.128   MT  1.00007804   -2 36 52.1
 OA0983;SPC OR S     -   169,181.16  3,883,852.13   iFT  1.00007804   -2 36 52.1
 OA0983;SPC CA 1     -   805,990.326 1,807,859.145   MT  1.00012596   -1 31 04.8
 OA0983;SPC CA 1     - 2,644,319.93  5,931,284.54   sFT  1.00012596   -1 31 04.8
 OA0983;UTM  10      - 4,657,938.872   390,668.818   MT  0.99974708   -0 53 07.7
 OA0983
 OA0983                          SUPERSEDED SURVEY CONTROL
 OA0983
 OA0983  NAD 83(1986)-  42 03 57.26104(N)    124 19 17.39216(W) AD(       ) 4
 OA0983  NAD 27      -  42 03 57.87000(N)    124 19 13.08000(W) AD(       ) 3
 OA0983
 OA0983.Superseded values are not recommended for survey control.
 OA0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0983.See file dsdata.txt to determine how the superseded data were derived.
 OA0983
 OA0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCM9066957939(NAD 83)
 OA0983
 OA0983  HISTORY     - Date     Condition        Report By
 OA0983  HISTORY     - 1924     MONUMENTED       CGS
 OA0983  HISTORY     - 1932     SEE DESCRIPTION  CGS
 OA0983
 OA0983                          STATION DESCRIPTION
 OA0983
 OA0983'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (FWH)
 OA0983'STATION IS CENTRAL AND HIGHEST POINT.  A LARGE ISLAND, 218 FEET
 OA0983'HIGH, LOCALLY KNOWN AS BIRD ISLAND, LYING 500 YARDS OFF SHORE AND
 OA0983'2 MILES NW OF THE MOUTH OF CHETCO RIVER.  DESCRIBED IN COAST
 OA0983'PILOT.  INTERSECTED FROM TWO POINTS ONLY.
 OA0983
 OA0983                          STATION RECOVERY (1932)
 OA0983
 OA0983'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (LAM)
 OA0983'STATION RECOVERED.  THE ISLAND IS IN GOOD CONDITION.  THE STATION,
 OA0983'INTERSECTED FROM TWO POINTS ONLY, IS THE CENTRAL AND HIGHEST POINT
 OA0983'OF GOAT ISLAND, WHICH LIES ABOUT 1,500 FEET OFF SHORE AND ABOUT 2
 OA0983'MILES NW OF BROOKINGS.  THE ISLAND IS SOMETIMES KNOWN AS BIRD
 OA0983'ISLAND, AND IS ABOUT 184 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2422 ***********************************************************************
 RD2422  DESIGNATION -  GOAT MOUNTAIN LOT
 RD2422  PID         -  RD2422
 RD2422  STATE/COUNTY-  OR/CLACKAMAS
 RD2422  USGS QUAD   -  ELWOOD (1986)
 RD2422
 RD2422                         *CURRENT SURVEY CONTROL
 RD2422  ___________________________________________________________________
 RD2422* NAD 83(1991)-  45 07 53.73578(N)    122 17 47.21673(W)     ADJUSTED  
 RD2422* NAVD 88     -      1287.     (meters)    4222.     (feet)  SCALED    
 RD2422  ___________________________________________________________________
 RD2422  LAPLACE CORR-           7.73  (seconds)                    DEFLEC99
 RD2422  GEOID HEIGHT-         -22.09  (meters)                     GEOID03
 RD2422  HORZ ORDER  -  THIRD
 RD2422
 RD2422.The horizontal coordinates were established by classical geodetic methods
 RD2422.and adjusted by the National Geodetic Survey in October 1991.
 RD2422
 RD2422.The orthometric height was scaled from a topographic map.
 RD2422
 RD2422.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2422
 RD2422.The geoid height was determined by GEOID03.
 RD2422
 RD2422;                    North         East     Units Scale Factor Converg.
 RD2422;SPC OR N     -   164,355.418 2,358,706.789   MT  0.99989479   -1 16 26.5
 RD2422;SPC OR N     -   539,223.81  7,738,539.33   iFT  0.99989479   -1 16 26.5
 RD2422;UTM  10      - 4,997,809.651   555,323.495   MT  0.99963763   +0 29 55.1
 RD2422
 RD2422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2422!SPC OR N     -   0.99980170  x   0.99989479  =   0.99969651
 RD2422!UTM  10      -   0.99980170  x   0.99963763  =   0.99943940
 RD2422
 RD2422                          SUPERSEDED SURVEY CONTROL
 RD2422
 RD2422  NAD 83(1986)-  45 07 53.75747(N)    122 17 47.23264(W) AD(       ) 3
 RD2422  NAD 27      -  45 07 54.31000(N)    122 17 42.93700(W) AD(       ) 3
 RD2422
 RD2422.Superseded values are not recommended for survey control.
 RD2422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2422.See file dsdata.txt to determine how the superseded data were derived.
 RD2422
 RD2422_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ5532397810(NAD 83)
 RD2422
 RD2422  HISTORY     - Date     Condition        Report By
 RD2422  HISTORY     - 1953     MONUMENTED       CGS
 RD2422  HISTORY     - 1970     SEE DESCRIPTION  NGS
 RD2422
 RD2422                          STATION DESCRIPTION
 RD2422
 RD2422'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 RD2422'THE STATION IS LOCATED NEAR THE HIGHEST PART OF GOAT MOUNTAIN,
 RD2422'ABOUT 11 MILES SOUTH-SOUTHEAST OF ESTACADA AND ABOUT 10 MILES
 RD2422'EAST-SOUTHEAST OF COLTON IN THE SOUTHWEST CORNER OF SEC. 14.,
 RD2422'T. 5S., R. 4 E., ON LAND OWNED BY THE CROWN ZELLERBACH
 RD2422'CORPORATION.
 RD2422'
 RD2422'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION GOAT
 RD2422'1953, THE DISTANCE BEING 70.73 FEET, 21.560 METERS NORTH-NORTHWEST
 RD2422'OF STATION GOAT.
 RD2422'
 RD2422'THE STATION IS THE CENTER OF THE OREGON STATE FOREST SERVICE
 RD2422'LOOKOUT TOWER WHICH IS A WOODEN STRUCTURE 24X24-FEET AT THE BASE
 RD2422'AND IS 90 FEET TO THE EAVES PLUS APPROXIMATELY 4 FEET TO THE TOP.
 RD2422
 RD2422                          STATION RECOVERY (1970)
 RD2422
 RD2422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 RD2422'THE STATION WAS RECOVERED AS DESCRIBED EXCEPT THAT THE CAB HAS
 RD2422'BEEN TAKEN OFF THE LOOKOUT LEAVING THE FLOOR AS A PLATFORM.
 RD2422'
 RD2422'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RD2422'13 MILES EAST OF MOLALLA.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AJ1981 ***********************************************************************
 AJ1981  DESIGNATION -  GOBBLER
 AJ1981  PID         -  AJ1981
 AJ1981  STATE/COUNTY-  OR/TILLAMOOK
 AJ1981  USGS QUAD   -  GOBBLERS KNOB (1979)
 AJ1981
 AJ1981                         *CURRENT SURVEY CONTROL
 AJ1981  ___________________________________________________________________
 AJ1981* NAD 83(2007)-  45 26 28.63101(N)    123 29 26.46489(W)     ADJUSTED  
 AJ1981* NAVD 88     -       931.2    (meters)    3055.     (feet)  GPS OBS   
 AJ1981  ___________________________________________________________________
 AJ1981  EPOCH DATE  -        2007.00
 AJ1981  X           -  -2,473,956.335 (meters)                     COMP
 AJ1981  Y           -  -3,739,060.968 (meters)                     COMP
 AJ1981  Z           -   4,522,541.806 (meters)                     COMP
 AJ1981  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 AJ1981  ELLIP HEIGHT-         910.498 (meters)          (02/10/07) ADJUSTED
 AJ1981  GEOID HEIGHT-         -20.70  (meters)                     GEOID03
 AJ1981
 AJ1981  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ1981  Type    PID    Designation                      North   East  Ellip
 AJ1981  -------------------------------------------------------------------
 AJ1981  NETWORK AJ1981 GOBBLER                           0.76   0.57   2.18
 AJ1981  -------------------------------------------------------------------
 AJ1981
 AJ1981.The horizontal coordinates were established by GPS observations
 AJ1981.and adjusted by the National Geodetic Survey in February 2007.
 AJ1981
 AJ1981.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ1981.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ1981.The horizontal coordinates are valid at the epoch date displayed above.
 AJ1981.The epoch date for horizontal control is a decimal equivalence
 AJ1981.of Year/Month/Day.
 AJ1981
 AJ1981.The orthometric height was determined by GPS observations and a
 AJ1981.high-resolution geoid model.
 AJ1981
 AJ1981.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ1981
 AJ1981.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1981
 AJ1981.The ellipsoidal height was determined by GPS observations
 AJ1981.and is referenced to NAD 83.
 AJ1981
 AJ1981.The geoid height was determined by GEOID03.
 AJ1981
 AJ1981;                    North         East     Units Scale Factor Converg.
 AJ1981;SPC OR N     -   201,529.388 2,266,086.510   MT  0.99990588   -2 07 15.4
 AJ1981;SPC OR N     -   661,185.66  7,434,667.03   iFT  0.99990588   -2 07 15.4
 AJ1981;UTM  10      - 5,032,090.715   461,624.558   MT  0.99961811   -0 20 58.7
 AJ1981
 AJ1981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1981!SPC OR N     -   0.99985727  x   0.99990588  =   0.99976317
 AJ1981!UTM  10      -   0.99985727  x   0.99961811  =   0.99947544
 AJ1981
 AJ1981                          SUPERSEDED SURVEY CONTROL
 AJ1981
 AJ1981  NAD 83(1998)-  45 26 28.62825(N)    123 29 26.46685(W) AD(       ) B
 AJ1981  ELLIP H (07/03/01)  910.508  (m)                       GP(       ) 5 1
 AJ1981  NAD 83(1998)-  45 26 28.62832(N)    123 29 26.46671(W) AD(1997.00) B
 AJ1981  ELLIP H (02/07/01)  910.504  (m)                       GP(       ) 3 1
 AJ1981
 AJ1981.Superseded values are not recommended for survey control.
 AJ1981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1981.See file dsdata.txt to determine how the superseded data were derived.
 AJ1981
 AJ1981_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR6162532091(NAD 83)
 AJ1981_MARKER: I = METAL ROD
 AJ1981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1981_STAMPING: GOBBLER 1999
 AJ1981_MARK LOGO: OR-057
 AJ1981_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ1981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ1981+STABILITY: SURFACE MOTION
 AJ1981_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ1981+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ1981
 AJ1981  HISTORY     - Date     Condition        Report By
 AJ1981  HISTORY     - 1999     MONUMENTED       OR-057
 AJ1981
 AJ1981                          STATION DESCRIPTION
 AJ1981
 AJ1981'DESCRIBED BY TILLAMOOK COUNTY OREGON 1999 (AED)
 AJ1981'THE STATION IS LOCATED ABOUT 34.0 KM (21.10 MI) NORTHWEST OF
 AJ1981'MCMINNVILLE, 28.0 KM (17.40 MI) EAST OF TILLAMOOK, 2.2 KM (1.35 MI)
 AJ1981'NORTHWEST OF THE COMMON CORNER OF TILLAMOOK, WASHINGTON, AND YAMHILL
 AJ1981'COUNTIES, NEAR THE EAST END OF THE CLEARING ON TOP OF GOBBLERS KNOB.
 AJ1981'OWNERSHIP--TILLAMOOK STATE FOREST.  TO REACH THE STATION FROM THE
 AJ1981'JUNCTION OF U.S.  HIGHWAY 101 AND STATE HIGHWAY 6 IN TILLAMOOK, GO
 AJ1981'SOUTH ON HIGHWAY 101 FOR 0.16 KM (0.10 MI) TO THE INTERSECTION OF
 AJ1981'THIRD STREET.  TURN LEFT, EAST, ON THIRD STREET FOR 4.0 KM (2.50 MI)
 AJ1981'TO A FOUR WAY STOP AND THE JUNCTION OF TRASK RIVER COUNTY ROAD ON THE
 AJ1981'RIGHT.  TURN RIGHT, SOUTHERLY, ON TRASK RIVER ROAD FOR 2.4 KM (1.50
 AJ1981'MI) TO THE JUNCTION OF LONG PRAIRIE COUNTY ROAD.  TURN LEFT, EASTERLY,
 AJ1981'ON TRASK RIVER ROAD FOR 15.0 KM (9.30 MI) TO THE JUNCTION OF TRASK
 AJ1981'RIVER NORTH FORK FOREST ROAD ON THE LEFT.  TURN LEFT, NORTHERLY, ON
 AJ1981'TRASK RIVER NORTH FORK ROAD FOR 5.3 KM (3.30 MI) TO THE JUNCTION OF
 AJ1981'BARK SHANTY FOREST ROAD.  STAY RIGHT, SOUTHEASTERLY, ON BARK SHANTY
 AJ1981'ROAD FOR 5.0 KM (3.10 MI) TO THE JUNCTION OF TOWNSHIP FOREST ROAD.
 AJ1981'STAY LEFT, EASTERLY, ON TOWNSHIP ROAD FOR 3.6 KM (2.25 MI) TO A ROAD
 AJ1981'JUNCTION.  CONTINUE LEFT ON TOWNSHIP ROAD FOR 2.5 KM (1.55 MI) TO A
 AJ1981'FOUR WAY ROAD JUNCTION.  CONTINUE STRAIGHT AHEAD, UPHILL, ON ROAD FOR
 AJ1981'0.65 KM (0.40 MI) TO A Y JUNCTION.  BEAR RIGHT ON ROAD FOR 0.16 KM
 AJ1981'(0.10 MI) TO THE END OF TRUCK TRAVEL AND THE STATION.  THE STATION IS
 AJ1981'THE CENTER OF A DRILL HOLE IN TOP OF A 1 CM DIAMETER STAINLESS STEEL
 AJ1981'ROD PROTECTED BY A 10 CM BLACK PVC SEWER CLEAN OUT WITH SCREW CAP
 AJ1981'EMBEDDED IN A ROUND CONCRETE MONUMENT WITH BRASS TILLAMOOK COUNTY
 AJ1981'SURVEYORS DISK STAMPED --GOBBLER 1999-- ALSO EMBEDDED IN CONCRETE
 AJ1981'MONUMENT AND FLUSH WITH THE GROUND.  IT IS 16.4 M (53.8 FT)
 AJ1981'NORTH-NORTHEAST FROM THE CENTER OF THE REMAINS OF A CONCRETE GUY LINE
 AJ1981'ANCHOR (LEFT FROM OLD LOOKOUT TOWER) , AND 0.5 M (1.6 FT) NORTH FROM A
 AJ1981'SMALL WHITE METAL PADDLE SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1328 ***********************************************************************
 SC1328  DESIGNATION -  GOBLES POINT RESET
 SC1328  PID         -  SC1328
 SC1328  STATE/COUNTY-  OR/COLUMBIA
 SC1328  USGS QUAD   -  KALAMA (1990)
 SC1328
 SC1328                         *CURRENT SURVEY CONTROL
 SC1328  ___________________________________________________________________
 SC1328* NAD 83(1991)-  46 01 02.88322(N)    122 52 33.99512(W)     ADJUSTED  
 SC1328* NAVD 88     -        19.     (meters)      62.     (feet)  SCALED    
 SC1328  ___________________________________________________________________
 SC1328  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 SC1328  GEOID HEIGHT-         -21.80  (meters)                     GEOID03
 SC1328  HORZ ORDER  -  THIRD
 SC1328
 SC1328.The horizontal coordinates were established by classical geodetic methods
 SC1328.and adjusted by the National Geodetic Survey in October 1991.
 SC1328
 SC1328.The orthometric height was scaled from a topographic map.
 SC1328
 SC1328.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1328
 SC1328.The geoid height was determined by GEOID03.
 SC1328
 SC1328;                    North         East     Units Scale Factor Converg.
 SC1328;SPC OR N     -   263,941.916 2,316,022.327   MT  1.00000449   -1 41 06.4
 SC1328;SPC OR N     -   865,951.17  7,598,498.45   iFT  1.00000449   -1 41 06.4
 SC1328;SPC WA S     -    78,812.708   316,031.200   MT  0.99996334   -1 43 33.6
 SC1328;SPC WA S     -   258,571.36  1,036,845.70   sFT  0.99996334   -1 43 33.6
 SC1328;UTM  10      - 5,095,995.721   509,590.089   MT  0.99960113   +0 05 20.9
 SC1328
 SC1328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1328!SPC OR N     -   1.00000044  x   1.00000449  =   1.00000493
 SC1328!SPC WA S     -   1.00000044  x   0.99996334  =   0.99996378
 SC1328!UTM  10      -   1.00000044  x   0.99960113  =   0.99960157
 SC1328
 SC1328:                Primary Azimuth Mark                     Grid Az
 SC1328:SPC OR N     -  KALAMA EPISCOPAL CHURCH CROSS            109 33 10.7
 SC1328:SPC WA S     -  KALAMA EPISCOPAL CHURCH CROSS            109 35 37.9
 SC1328:UTM  10      -  KALAMA EPISCOPAL CHURCH CROSS            107 46 43.4
 SC1328
 SC1328|---------------------------------------------------------------------|
 SC1328| PID    Reference Object                     Distance      Geod. Az  |
 SC1328|                                                           dddmmss.s |
 SC1328| SC1375 KALAMA EPISCOPAL CHURCH CROSS       APPROX. 2.6 KM 1075204.3 |
 SC1328| SC1351 KALAMA METHODIST CHURCH SPIRE       APPROX. 2.9 KM 1133831.5 |
 SC1328|---------------------------------------------------------------------|
 SC1328
 SC1328                          SUPERSEDED SURVEY CONTROL
 SC1328
 SC1328  NAD 83(1986)-  46 01 02.90036(N)    122 52 33.99048(W) AD(       ) 3
 SC1328  NAD 27      -  46 01 03.48800(N)    122 52 29.60300(W) AD(       ) 3
 SC1328
 SC1328.Superseded values are not recommended for survey control.
 SC1328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1328.See file dsdata.txt to determine how the superseded data were derived.
 SC1328
 SC1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER0959095996(NAD 83)
 SC1328_STAMPING: GOBLES POINT 1873 1981
 SC1328_MAGNETIC: N = NO MAGNETIC MATERIAL
 SC1328
 SC1328  HISTORY     - Date     Condition        Report By
 SC1328  HISTORY     - 1873     MONUMENTED       CGS
 SC1328  HISTORY     - 1981     GOOD             NGS
 SC1328
 SC1328                          STATION DESCRIPTION
 SC1328
 SC1328'DESCRIBED BY COAST AND GEODETIC SURVEY 1873 (CR)
 SC1328'ABOUT 1 MILE BELOW KALAMA ON BROKEN ROCKY GROUND, ABOUT 100
 SC1328'METERS FROM THE SHORE.  THE STATION IS MARKED ACCORDING TO
 SC1328'NOTE 8, 1 EXCEPT THE SURFACE MARK IS A POST 2-1/2 FEET LONG,
 SC1328'WITH A COPPER TACK TO MARK THE STATION.
 SC1328
 SC1328                          STATION RECOVERY (1981)
 SC1328
 SC1328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 SC1328'THE SURFACE MARK, A STAKE, WAS NOT FOUND.  THE UNDERGROUND MARK, A
 SC1328'BOTTLE WAS RECOVERED IN GOOD CONDITION.  A NEW UNDERGROUND MARK AND
 SC1328'SURFACE MARK WERE ESTABLISHED AT THIS TIME.  TWO REFERENCE MARKS WERE
 SC1328'ALSO ESTABLISHED AT THIS TIME.  THERE WAS NO SUITABLE PLACE FOR
 SC1328'AN AZIMUTH MARK.  A NEW DESCRIPTION FOLLOWS.
 SC1328'
 SC1328'THE STATION IS LOCATED IN GOBLE ON PROPERTY OWNED BY TOM WELTER OF
 SC1328'ROUTE 2 BOX 540 RAINIER OREGON.
 SC1328'
 SC1328'TO REACH THE STATION FROM THE STORE IN GOBLE GO NORTH ON HIGHWAY 30
 SC1328'0.2 MILE, TURN LEFT ON A PRIVATE DRIVE AND GO .05 TO A RD FORK TURN
 SC1328'LEFT AND GO 0.1 MILE TO PRIVATE HOUSE AND STATION ON THE LEFT.
 SC1328'
 SC1328'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
 SC1328'---GOBLES POINT 1873 1981---SET INTO THE TOP OF AN IRREGULAR MASS OF
 SC1328'CONCRETE FLUSH WITH THE GROUND LOCATED 19.91 METERS (65.3 FEET) NNW
 SC1328'FROM THE NE CORNER OF A 2 STORY OLD HOUSE, 7.90 METERS (25.9 FEET) W
 SC1328'FROM THE SOUTHWEST CORNER OF A SMALL UTILITY SHED, AND 0.8 METER (3
 SC1328'FEET) SSW FROM METAL WITNESS POST.
 SC1328'
 SC1328'THE UNDERGROUND MARK IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 SC1328'STAMPED---GOBLES POINT 1873 1981---SET INTO AN IRREGULAR MASS OF
 SC1328'CONCRETE 0.9 METER (3 FEET) BELOW THE SURFACE.
 SC1328'
 SC1328'REFERENCE MARK NO. 3 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 SC1328'STAMPED---GOBLES POINT 1873 NO 3 1981---SET INTO THE TOP OF A ROUND
 SC1328'CONCRETE MONUMENT 25 CM (9.8 INCHES) IN DIAMETER FLUSH WITH THE
 SC1328'GROUND LOCATED 0.52 METERS S FROM
 SC1328'THE NW CORNER OF A SMALL BUILDING, 4.80 METERS
 SC1328'NNW FROM THE SW CORNER OF A SMALL SHED, 4.73 METERS
 SC1328'E FROM A METAL WITNESS POST, AND 0.5 METER
 SC1328'(2 FEET) LOWER THAN THE STATION.
 SC1328'
 SC1328'REFERENCE MARK NO. 4 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 SC1328'STAMPED---GOBLES POINT 1873 NO 4 1981---SET INTO THE TOP OF A ROUND
 SC1328'CONCRETE MONUMENT 25 CM (9.8 INCHES) IN DIAMETER PROJECTING 3 CM (1.2
 SC1328'INCHES) ABOVE THE GROUND LOCATED 13.12 METERS (43.0 FEET) S FROM A
 SC1328'METAL WITNESS POST, 11.21 METERS (36.8 FEET) NW FROM THE NORTHEAST
 SC1328'CORNER OF AN OLDER TWO STORY HOUSE, 0.71 METER (2.3 FEET) N FROM THE
 SC1328'NORTHEAST CORNER OF A GARAGE, AND .5 METER (2 FEET) HIGHER THAN THE
 SC1328'STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1612 ***********************************************************************
 RC1612  DESIGNATION -  GODS
 RC1612  PID         -  RC1612
 RC1612  STATE/COUNTY-  OR/HOOD RIVER
 RC1612  USGS QUAD   -  BONNEVILLE DAM (1994)
 RC1612
 RC1612                         *CURRENT SURVEY CONTROL
 RC1612  ___________________________________________________________________
 RC1612* NAD 83(1991)-  45 39 44.10268(N)    121 53 43.79610(W)     ADJUSTED  
 RC1612* NAVD 88     -        73.596  (meters)     241.46   (feet)  ADJUSTED  
 RC1612  ___________________________________________________________________
 RC1612  LAPLACE CORR-           8.02  (seconds)                    DEFLEC99
 RC1612  GEOID HEIGHT-         -21.75  (meters)                     GEOID03
 RC1612  DYNAMIC HT  -          73.593 (meters)     241.45  (feet)  COMP
 RC1612  MODELED GRAV-     980,579.0   (mgal)                       NAVD 88
 RC1612
 RC1612  HORZ ORDER  -  SECOND
 RC1612  VERT ORDER  -  SECOND    CLASS 0
 RC1612
 RC1612.The horizontal coordinates were established by classical geodetic methods
 RC1612.and adjusted by the National Geodetic Survey in October 1991.
 RC1612
 RC1612.The orthometric height was determined by differential leveling
 RC1612.and adjusted in June 1991.
 RC1612
 RC1612.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC1612
 RC1612.The geoid height was determined by GEOID03.
 RC1612
 RC1612.The dynamic height is computed by dividing the NAVD 88
 RC1612.geopotential number by the normal gravity value computed on the
 RC1612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1612.degrees latitude (g = 980.6199 gals.).
 RC1612
 RC1612.The modeled gravity was interpolated from observed gravity values.
 RC1612
 RC1612;                    North         East     Units Scale Factor Converg.
 RC1612;SPC OR N     -   222,695.135 2,391,257.052   MT  0.99993166   -0 59 22.8
 RC1612;SPC OR N     -   730,627.08  7,845,331.54   iFT  0.99993166   -0 59 22.8
 RC1612;SPC WA S     -    37,521.899   391,245.191   MT  1.00004316   -1 00 49.3
 RC1612;SPC WA S     -   123,103.10  1,283,610.26   sFT  1.00004316   -1 00 49.3
 RC1612;UTM  10      - 5,057,115.549   586,042.831   MT  0.99969102   +0 47 24.1
 RC1612
 RC1612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC1612!SPC OR N     -   0.99999187  x   0.99993166  =   0.99992353
 RC1612!SPC WA S     -   0.99999187  x   1.00004316  =   1.00003503
 RC1612!UTM  10      -   0.99999187  x   0.99969102  =   0.99968289
 RC1612
 RC1612:                Primary Azimuth Mark                     Grid Az
 RC1612:SPC OR N     -  LOGHRY                                   027 13 58.4
 RC1612:SPC WA S     -  LOGHRY                                   027 15 24.9
 RC1612:UTM  10      -  LOGHRY                                   025 27 11.5
 RC1612
 RC1612|---------------------------------------------------------------------|
 RC1612| PID    Reference Object                     Distance      Geod. Az  |
 RC1612|                                                           dddmmss.s |
 RC1612| RC2358 LOGHRY                              APPROX. 5.0 KM 0261435.6 |
 RC1612| RC1610 GODS RM 1                            38.212 METERS 11304     |
 RC1612| RC1611 GODS RM 2                            36.801 METERS 18943     |
 RC1612| RC1539 K 380                                              2611729.1 |
 RC1612|---------------------------------------------------------------------|
 RC1612
 RC1612                          SUPERSEDED SURVEY CONTROL
 RC1612
 RC1612  NAD 83(1986)-  45 39 44.11254(N)    121 53 43.80388(W) AD(       ) 2
 RC1612  NAD 27      -  45 39 44.68700(N)    121 53 39.53000(W) AD(       ) 2
 RC1612  NGVD 29 (??/??/92)   72.572  (m)          238.10   (f) ADJ UNCH    2 0
 RC1612
 RC1612.Superseded values are not recommended for survey control.
 RC1612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1612.See file dsdata.txt to determine how the superseded data were derived.
 RC1612
 RC1612_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER8604357116(NAD 83)
 RC1612_MARKER: DS = TRIANGULATION STATION DISK
 RC1612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC1612_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC1612_STAMPING: GODS 1957
 RC1612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1612+STABILITY: SURFACE MOTION
 RC1612
 RC1612  HISTORY     - Date     Condition        Report By
 RC1612  HISTORY     - 1957     MONUMENTED       CGS
 RC1612  HISTORY     - 1957     GOOD             CGS
 RC1612  HISTORY     - 1959     SEE DESCRIPTION  CGS
 RC1612  HISTORY     - 1960     SEE DESCRIPTION  CGS
 RC1612  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 RC1612  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 RC1612
 RC1612                          STATION DESCRIPTION
 RC1612
 RC1612'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JBW)
 RC1612'THE STATION IS LOCATED AT THE WEST EDGE OF CASCADE LOCKS AND ABOUT
 RC1612'0.1 MILE WEST OF THE SOUTH END OF THE BRIDGE OF THE GODS.
 RC1612'
 RC1612'TO REACH THE STATION FROM THE POST OFFICE IN CASCADE LOCKS GO
 RC1612'WEST ON U.S. HIGHWAY 30 FOR 0.1 MILE TO A SIDE ROAD LEFT.  TURN
 RC1612'LEFT AND GO 0.1 MILE TO THE INTERSECTION OF THIRD STREET AND
 RC1612'MOODY STREET.  TURN RIGHT ON MOODY STREET AND GO 0.1 MILE TO A Y
 RC1612'FORK AND A DIM ROAD RIGHT.  CONTINUE STRAIGHT AHEAD FOR ABOUT 30
 RC1612'FEET TO A TRACK ROAD RIGHT.  TURN RIGHT AND GO 0.05 MILE TO
 RC1612'WHERE THE TRACK ROAD MAKES A CURVE AT A SMALL RISE AND THE END
 RC1612'OF TRUCK TRAVEL.  PACK NORTHEAST ABOUT 30 YARDS TO THE TOP
 RC1612'OF A SMALL RISE AND THE STATION.
 RC1612'
 RC1612'THE STATION MARK, A STANDARD DISK STAMPED GODS 1957, IS SET IN
 RC1612'THE TOP OF A ROUND CONCRETE CYLINDER THAT IS FLUSH WITH THE
 RC1612'GROUND.
 RC1612'
 RC1612'THE UNDERGROUND STATION MARK, A STANDARD DISK STAMPED GODS 1957,
 RC1612'IS SET ABOUT 3 FEET BELOW THE SURFACE OF THE GROUND.
 RC1612'
 RC1612'REFERENCE MARK 1, A STANDARD DISK STAMPED GODS NO 1 1957, IS SET
 RC1612'IN THE TOP OF A ROUND CONCRETE CYLINDER THAT IS FLUSH WITH THE
 RC1612'GROUND.
 RC1612'
 RC1612'REFERENCE MARK 2, A STANDARD DISK STAMPED GODS NO 2 1957, IS SET
 RC1612'IN THE TOP OF A ROUND CONCRETE CYLINDER THAT IS FLUSH WITH THE
 RC1612'GROUND.
 RC1612'
 RC1612'BENCH MARK K380, A STANDARD DISK STAMPED K380 1943, IS SET
 RC1612'VERTICALLY IN THE SOUTH FACE OF A CONCRETE PIER AT THE BRIDGE
 RC1612'OF THE GODS.  IT IS 117.5 FEET NORTH OF THE APPROXIMATE CENTERLINE
 RC1612'OF U.S. HIGHWAY 30, AND 4 FEET ABOVE THE SURFACE OF THE GROUND.
 RC1612'
 RC1612'TO REACH BENCH MARK K380 FROM THE POST OFFICE IN CASCADE LOCKS
 RC1612'GO WEST ON U.S. HIGHWAY 30 FOR 0.2 MILE TO THE MARK ON THE RIGHT
 RC1612'SIDE OF THE ROAD.
 RC1612
 RC1612                          STATION RECOVERY (1957)
 RC1612
 RC1612'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 RC1612'IN CASCADE LOCKS.
 RC1612'0.2 MILE SOUTHWEST ALONG U.S. HIGHWAY 30 FROM THE POST OFFICE AT
 RC1612'CASCADE LOCKS, THENCE 0.1 MILE EAST ALONG THIRD STREET, THENCE 0.1
 RC1612'MILE SOUTH ALONG MOODY STREET, THENCE 0.05 MILE WEST ACROSS COUNTRY,
 RC1612'IN T 2 N - R 7 E, 0.1 MILE EAST OF THE SOUTH END OF THE BRIDGE OF THE
 RC1612'GODS, ON TOP OF A SMALL KNOLL 200 FEET WEST OF THE SOUTH END OF MOODY
 RC1612'STREET, 93 FEET NORTHWEST OF THE CENTER LINE OF A TRACK ROAD, 37 FEET
 RC1612'EAST OF THE EDGE OF A BANK, AND SET IN THE TOP OF A CONCRETE POST
 RC1612'FLUSH WITH THE GROUND.
 RC1612
 RC1612                          STATION RECOVERY (1959)
 RC1612
 RC1612'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LGT)
 RC1612'THE STATION AND BOTH REFERENCE MARKS RECOVERED.  THE 1957
 RC1612'DESCRIPTION IS ADEQUATE EXCEPT THAT THE STATION IS ABOUT 0.1
 RC1612'MILE EAST OF THE SOUTH END OF THE BRIDGE OF THE GODS.  A
 RC1612'DISCREPANCY IN THE DISTANCE TO REFERENCE MARK NO 2 IS
 RC1612'NOTED.  DISTANCES TO BOTH REFERENCE MARKS WERE MEASURED AND
 RC1612'DIRECTIONS TURNED FROM THE AZIMUTH MARK (B.M. K-380).
 RC1612
 RC1612                          STATION RECOVERY (1960)
 RC1612
 RC1612'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FN)
 RC1612'THIS STATION WAS DESTROYED BY HIGHWAY CONSTRUCTION DURING THE
 RC1612'YEARS OF 1959-60.
 RC1612
 RC1612                          STATION RECOVERY (1989)
 RC1612
 RC1612'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RC1612'MARK NOT FOUND.
 RC1612
 RC1612                          STATION RECOVERY (1990)
 RC1612
 RC1612'RECOVERY NOTE BY US POWER SQUADRON 1990 (EF)
 RC1612'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1610 ***********************************************************************
 RC1610  DESIGNATION -  GODS RM 1
 RC1610  PID         -  RC1610
 RC1610  STATE/COUNTY-  OR/HOOD RIVER
 RC1610  USGS QUAD   -  BONNEVILLE DAM (1994)
 RC1610
 RC1610                         *CURRENT SURVEY CONTROL
 RC1610  ___________________________________________________________________
 RC1610* NAD 83(1986)-  45 39 43.     (N)    121 53 43.     (W)     SCALED    
 RC1610* NAVD 88     -        71.463  (meters)     234.46   (feet)  ADJUSTED  
 RC1610  ___________________________________________________________________
 RC1610  GEOID HEIGHT-         -21.75  (meters)                     GEOID03
 RC1610  DYNAMIC HT  -          71.461 (meters)     234.45  (feet)  COMP
 RC1610  MODELED GRAV-     980,579.0   (mgal)                       NAVD 88
 RC1610
 RC1610  VERT ORDER  -  SECOND    CLASS 0
 RC1610
 RC1610.The horizontal coordinates were scaled from a topographic map and have
 RC1610.an estimated accuracy of +/- 6 seconds.
 RC1610
 RC1610.The orthometric height was determined by differential leveling
 RC1610.and adjusted in June 1991.
 RC1610
 RC1610.The geoid height was determined by GEOID03.
 RC1610
 RC1610.The dynamic height is computed by dividing the NAVD 88
 RC1610.geopotential number by the normal gravity value computed on the
 RC1610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1610.degrees latitude (g = 980.6199 gals.).
 RC1610
 RC1610.The modeled gravity was interpolated from observed gravity values.
 RC1610
 RC1610;                    North         East    Units  Estimated Accuracy
 RC1610;SPC OR N     -   222,660.    2,391,270.      MT  (+/- 180 meters Scaled)
 RC1610
 RC1610                          SUPERSEDED SURVEY CONTROL
 RC1610
 RC1610  NGVD 29 (??/??/92)   70.44   (m)          231.1    (f) COMPUTED    2 0
 RC1610
 RC1610.Superseded values are not recommended for survey control.
 RC1610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1610.See file dsdata.txt to determine how the superseded data were derived.
 RC1610
 RC1610_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER860570(NAD 83)
 RC1610_MARKER: DR = REFERENCE MARK DISK
 RC1610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC1610_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC1610_STAMPING: GODS NO 1 1957
 RC1610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1610+STABILITY: SURFACE MOTION
 RC1610
 RC1610  HISTORY     - Date     Condition        Report By
 RC1610  HISTORY     - 1957     MONUMENTED       CGS
 RC1610  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 RC1610  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 RC1610
 RC1610                          STATION DESCRIPTION
 RC1610
 RC1610'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 RC1610'IN CASCADE LOCKS.
 RC1610'0.2 MILE SOUTHWEST ALONG U.S. HIGHWAY 30 FROM THE POST OFFICE AT
 RC1610'CASCADE LOCKS, THENCE 0.1 MILE EAST ALONG THIRD STREET, THENCE 0.1
 RC1610'MILE SOUTH ALONG MOODY STREET, THENCE 0.05 MILE WEST ACROSS COUNTRY,
 RC1610'IN T 2 N - R 7 E, 0.1 MILE EAST OF THE SOUTH END OF THE BRIDGE OF THE
 RC1610'GODS, 130 FEET WEST OF A Y-JUNCTION OF AN ASPHALT ROAD LEADING NORTH
 RC1610'TO MOODY STREET AND A TRACK ROAD LEADING WEST, 125.4 FEET SOUTHEAST OF
 RC1610'GODS TRIANGULATION STATION, 10 FEET SOUTH OF THE CENTER OF A TRACK
 RC1610'ROAD, ABOUT THE SAME ELEVATION AS THE TRACK ROAD, AND SET IN THE TOP
 RC1610'OF A CONCRETE POST FLUSH WITH THE GROUND.
 RC1610
 RC1610                          STATION RECOVERY (1989)
 RC1610
 RC1610'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RC1610'MARK NOT FOUND.
 RC1610
 RC1610                          STATION RECOVERY (1990)
 RC1610
 RC1610'RECOVERY NOTE BY US POWER SQUADRON 1990 (EF)
 RC1610'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1611 ***********************************************************************
 RC1611  DESIGNATION -  GODS RM 2
 RC1611  PID         -  RC1611
 RC1611  STATE/COUNTY-  OR/HOOD RIVER
 RC1611  USGS QUAD   -  BONNEVILLE DAM (1994)
 RC1611
 RC1611                         *CURRENT SURVEY CONTROL
 RC1611  ___________________________________________________________________
 RC1611* NAD 83(1986)-  45 39 43.     (N)    121 53 43.     (W)     SCALED    
 RC1611* NAVD 88     -        72.794  (meters)     238.82   (feet)  ADJUSTED  
 RC1611  ___________________________________________________________________
 RC1611  GEOID HEIGHT-         -21.75  (meters)                     GEOID03
 RC1611  DYNAMIC HT  -          72.791 (meters)     238.82  (feet)  COMP
 RC1611  MODELED GRAV-     980,579.0   (mgal)                       NAVD 88
 RC1611
 RC1611  VERT ORDER  -  SECOND    CLASS 0
 RC1611
 RC1611.The horizontal coordinates were scaled from a topographic map and have
 RC1611.an estimated accuracy of +/- 6 seconds.
 RC1611
 RC1611.The orthometric height was determined by differential leveling
 RC1611.and adjusted in June 1991.
 RC1611
 RC1611.The geoid height was determined by GEOID03.
 RC1611
 RC1611.The dynamic height is computed by dividing the NAVD 88
 RC1611.geopotential number by the normal gravity value computed on the
 RC1611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1611.degrees latitude (g = 980.6199 gals.).
 RC1611
 RC1611.The modeled gravity was interpolated from observed gravity values.
 RC1611
 RC1611;                    North         East    Units  Estimated Accuracy
 RC1611;SPC OR N     -   222,660.    2,391,270.      MT  (+/- 180 meters Scaled)
 RC1611
 RC1611                          SUPERSEDED SURVEY CONTROL
 RC1611
 RC1611  NGVD 29 (??/??/92)   71.77   (m)          235.5    (f) COMPUTED    2 0
 RC1611
 RC1611.Superseded values are not recommended for survey control.
 RC1611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1611.See file dsdata.txt to determine how the superseded data were derived.
 RC1611
 RC1611_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER860570(NAD 83)
 RC1611_MARKER: DR = REFERENCE MARK DISK
 RC1611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC1611_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC1611_STAMPING: GODS NO 2 1957
 RC1611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1611+STABILITY: SURFACE MOTION
 RC1611
 RC1611  HISTORY     - Date     Condition        Report By
 RC1611  HISTORY     - 1957     MONUMENTED       CGS
 RC1611  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 RC1611  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 RC1611
 RC1611                          STATION DESCRIPTION
 RC1611
 RC1611'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 RC1611'IN CASCADE LOCKS.
 RC1611'0.2 MILE SOUTHWEST ALONG U.S. HIGHWAY 30 FROM THE POST OFFICE AT
 RC1611'CASCADE LOCKS, THENCE 0.1 MILE EAST ALONG THIRD STREET, THENCE 0.1
 RC1611'MILE SOUTH ALONG MOODY STREET, THENCE 0.05 MILE WEST ACROSS COUNTRY,
 RC1611'IN T 2 N - R 7 E, 0.1 MILE EAST OF THE SOUTH END OF THE BRIDGE OF THE
 RC1611'GODS, 120.6 FEET SOUTH OF GODS TRIANGULATION STATION, 59 FEET WEST OF
 RC1611'THE CENTER OF A TRACK ROAD, 22 FEET NORTHWEST OF A 14-INCH PINE WITH
 RC1611'TRIANGULAR BLAZE, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 RC1611'GROUND.
 RC1611
 RC1611                          STATION RECOVERY (1989)
 RC1611
 RC1611'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RC1611'MARK NOT FOUND.
 RC1611
 RC1611                          STATION RECOVERY (1990)
 RC1611
 RC1611'RECOVERY NOTE BY US POWER SQUADRON 1990 (EF)
 RC1611'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1624 ***********************************************************************
 OA1624  CBN         -  This is a Cooperative Base Network Control Station.
 OA1624  DESIGNATION -  GOLD
 OA1624  PID         -  OA1624
 OA1624  STATE/COUNTY-  OR/CURRY
 OA1624  USGS QUAD   -  GOLD BEACH (1986)
 OA1624
 OA1624                         *CURRENT SURVEY CONTROL
 OA1624  ___________________________________________________________________
 OA1624* NAD 83(2007)-  42 25 14.53157(N)    124 25 39.17267(W)     ADJUSTED  
 OA1624* NAVD 88     -         7.0    (meters)      23.     (feet)  GPS OBS   
 OA1624  ___________________________________________________________________
 OA1624  EPOCH DATE  -        2007.00
 OA1624  X           -  -2,666,021.897 (meters)                     COMP
 OA1624  Y           -  -3,889,613.682 (meters)                     COMP
 OA1624  Z           -   4,280,202.468 (meters)                     COMP
 OA1624  LAPLACE CORR-          12.32  (seconds)                    DEFLEC99
 OA1624  ELLIP HEIGHT-         -20.554 (meters)          (02/10/07) ADJUSTED
 OA1624  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 OA1624
 OA1624  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 OA1624  Type    PID    Designation                      North   East  Ellip
 OA1624  -------------------------------------------------------------------
 OA1624  NETWORK OA1624 GOLD                              0.82   0.71   3.63
 OA1624  -------------------------------------------------------------------
 OA1624
 OA1624.The horizontal coordinates were established by GPS observations
 OA1624.and adjusted by the National Geodetic Survey in February 2007.
 OA1624
 OA1624.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 OA1624.See www.ngs.noaa.gov/NationalReadjustment for more information.
 OA1624.The horizontal coordinates are valid at the epoch date displayed above.
 OA1624.The epoch date for horizontal control is a decimal equivalence
 OA1624.of Year/Month/Day.
 OA1624
 OA1624.The orthometric height was determined by GPS observations and a
 OA1624.high-resolution geoid model.
 OA1624
 OA1624.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OA1624
 OA1624.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1624
 OA1624.The ellipsoidal height was determined by GPS observations
 OA1624.and is referenced to NAD 83.
 OA1624
 OA1624.The geoid height was determined by GEOID03.
 OA1624
 OA1624;                    North         East     Units Scale Factor Converg.
 OA1624;SPC OR S     -    91,339.906 1,176,877.036   MT  0.99997914   -2 41 13.3
 OA1624;SPC OR S     -   299,671.61  3,861,145.13   iFT  0.99997914   -2 41 13.3
 OA1624;UTM  10      - 4,697,475.208   382,554.691   MT  0.99976971   -0 57 47.1
 OA1624
 OA1624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1624!SPC OR S     -   1.00000322  x   0.99997914  =   0.99998236
 OA1624!UTM  10      -   1.00000322  x   0.99976971  =   0.99977293
 OA1624
 OA1624                          SUPERSEDED SURVEY CONTROL
 OA1624
 OA1624  NAD 83(1998)-  42 25 14.52633(N)    124 25 39.17421(W) AD(       ) B
 OA1624  ELLIP H (07/03/01)  -20.552  (m)                       GP(       ) 5 1
 OA1624  NAD 83(1991)-  42 25 14.52352(N)    124 25 39.17367(W) AD(       ) B
 OA1624  ELLIP H (02/25/91)  -20.342  (m)                       GP(       ) 4 1
 OA1624  NGVD 29 (02/25/91)    6.0    (m)           20.     (f) GPS OBS     3  
 OA1624
 OA1624.Superseded values are not recommended for survey control.
 OA1624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1624.See file dsdata.txt to determine how the superseded data were derived.
 OA1624
 OA1624_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCM8255597475(NAD 83)
 OA1624_MARKER: DD = SURVEY DISK
 OA1624_SETTING: 80 = SET IN A BOULDER
 OA1624_SP_SET: IN DRILL HOLE IN P. E. BOULDER
 OA1624_STAMPING: GOLD 1989
 OA1624_MARK LOGO: ORDT  
 OA1624_MAGNETIC: N = NO MAGNETIC MATERIAL
 OA1624_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OA1624_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OA1624+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2002
 OA1624
 OA1624  HISTORY     - Date     Condition        Report By
 OA1624  HISTORY     - 1989     MONUMENTED       CURRCS
 OA1624  HISTORY     - 19900425 GOOD
 OA1624  HISTORY     - 19940317 GOOD             BLM
 OA1624  HISTORY     - 20020911 GOOD             INDIV
 OA1624  HISTORY     - 20021009 GOOD             USPSQD
 OA1624
 OA1624                          STATION DESCRIPTION
 OA1624
 OA1624'DESCRIBED BY CURRY COUNTY SURVEYOR 1989
 OA1624'THE STATION IS LOCATED IN GOLD BEACH AT THE GOLD BEACH AIRPORT ABOUT
 OA1624'0.25 MILE WEST OF HIGHWAY 101.
 OA1624'TO REACH FROM THE INTERSECTION OF WEST MOORE ST AND N ELLENSBURG AVE,
 OA1624'(US 101) WHICH IS ON THE NE SIDE OF CURRY COUNTY COURTHOUSE, GO WEST
 OA1624'ON W MOORE ST, FOR 0.32 KM (0.20 MI) , TURN RIGHT ON AIRPORT WAY AND
 OA1624'GO 0.16 KM (0.10 MI) TO A ROAD FORK, TAKE A LEFT ON SOUTH JETTY ROAD
 OA1624'AND GO .36 K TO OCEANSIDE RV PART ON THE LEFT, TURN RIGHT INTO
 OA1624'PARKING LOT AND GO ABOUT 50 METERS TO A BLUE RESTROOM AND STATION.
 OA1624'THE STATION IS SET INTO A DRILL HOLE 17.3 M (56.8 FT) NNE OF THE NE
 OA1624'CORNER OF A BLUE REST ROOM AND 8.0 M (26.2 FT) SOUTH OF THE NORTH
 OA1624'EDGE OF THE SOUTH JETTY.  THE MARK IS IN LINE WITH THE CENTER ONE OF
 OA1624'THREE, PILE BREAKWATERS.
 OA1624'DESCRIBED BY DARRYL NEIMI, CURRY COUNTY SURVEYOR.
 OA1624
 OA1624                          STATION RECOVERY (1990)
 OA1624
 OA1624'RECOVERED 1990
 OA1624'RECOVERED IN GOOD CONDITION.
 OA1624
 OA1624                          STATION RECOVERY (1994)
 OA1624
 OA1624'RECOVERY NOTE BY BUREAU OF LAND MANAGEMENT 1994 (RSK)
 OA1624'RECOVERED AS DESCRIBED.
 OA1624
 OA1624                          STATION RECOVERY (2002)
 OA1624
 OA1624'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (WPC)
 OA1624'THE ROAD HAS BEEN REALIGNED AND THE BLUE RESTROOM TORN DOWN (THE SLAB
 OA1624'REMAINS). THE STATION IS A BRASS DISK SET IN A LARGE ROCK ON THE EAST
 OA1624'SIDE OF THE GRAVEL JETTY ROAD, 36' WEST OF THE NEW EDGE OF AC
 OA1624'PAVEMENT.
 OA1624
 OA1624                          STATION RECOVERY (2002)
 OA1624
 OA1624'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 OA1624'RESTROOM HAS BEEN REMOVED BUT THE FONDATION REMAINS. MARK IS IN A 6 BY
 OA1624'8 FOOT ROCK ON THE SOUTH SIDE OF THE JETTY ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2642 ***********************************************************************
 QE2642  DESIGNATION -  GOLD BUTTE LOH
 QE2642  PID         -  QE2642
 QE2642  STATE/COUNTY-  OR/MARION
 QE2642  USGS QUAD   -  MOTHER LODE MOUNTAIN (1994)
 QE2642
 QE2642                         *CURRENT SURVEY CONTROL
 QE2642  ___________________________________________________________________
 QE2642* NAD 83(1991)-  44 48 18.74401(N)    122 05 01.09271(W)     ADJUSTED  
 QE2642* NAVD 88     -      1408.5    (meters)    4621.     (feet)  VERTCON   
 QE2642  ___________________________________________________________________
 QE2642  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 QE2642  GEOID HEIGHT-         -21.58  (meters)                     GEOID03
 QE2642  HORZ ORDER  -  THIRD
 QE2642
 QE2642.The horizontal coordinates were established by classical geodetic methods
 QE2642.and adjusted by the National Geodetic Survey in October 1991.
 QE2642
 QE2642.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE2642.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE2642
 QE2642.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2642
 QE2642.The geoid height was determined by GEOID03.
 QE2642
 QE2642;                    North         East     Units Scale Factor Converg.
 QE2642;SPC OR N     -   127,744.077 2,374,731.607   MT  0.99991460   -1 07 23.1
 QE2642;SPC OR N     -   419,107.86  7,791,114.20   iFT  0.99991460   -1 07 23.1
 QE2642;UTM  10      - 4,961,720.097   572,467.757   MT  0.99966458   +0 38 44.8
 QE2642
 QE2642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2642!SPC OR N     -   0.99978259  x   0.99991460  =   0.99969721
 QE2642!UTM  10      -   0.99978259  x   0.99966458  =   0.99944724
 QE2642
 QE2642                          SUPERSEDED SURVEY CONTROL
 QE2642
 QE2642  NAD 83(1986)-  44 48 18.76135(N)    122 05 01.10546(W) AD(       ) 3
 QE2642  NGVD 29 (04/26/90) 1407.4    (m)         4617.     (f) VERT ANG    3  
 QE2642
 QE2642.Superseded values are not recommended for survey control.
 QE2642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2642.See file dsdata.txt to determine how the superseded data were derived.
 QE2642
 QE2642_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ7246861720(NAD 83)
 QE2642_MARKER: 73 = LOOKOUT HOUSE
 QE2642
 QE2642  HISTORY     - Date     Condition        Report By
 QE2642  HISTORY     - 1955     FIRST OBSERVED   USGS
 QE2642
 QE2642                          STATION DESCRIPTION
 QE2642
 QE2642'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 QE2642'LOCATED ABOUT 6 MI NNE. OF DETROIT, 2.3 MI SE. OF ELK LAKE.  ON
 QE2642'HIGHEST POINT OF GOLD BUTTE.
 QE2642'
 QE2642'TO REACH FROM DETROIT, DRIVE 4.1 MI NE. ON BREITENBUSH RD. TO RD.
 QE2642'FORKS.  TAKE LEFT FORK 5 MI TO RD. FORKS IN SADDLE.  TAKE RIGHT
 QE2642'FORK 1.8 MI TO END OF RD.  HIKE WESTERLY ON TRAIL TO HIGHEST
 QE2642'POINT AND STATION.  A 5-MINUTE HIKE.
 QE2642'
 QE2642'STATION MARK--CENTER OF USFS LOH.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2643 ***********************************************************************
 QE2643  DESIGNATION -  GOLD HILL LOH
 QE2643  PID         -  QE2643
 QE2643  STATE/COUNTY-  OR/LINN
 QE2643  USGS QUAD   -  BLUE RIVER (1989)
 QE2643
 QE2643                         *CURRENT SURVEY CONTROL
 QE2643  ___________________________________________________________________
 QE2643* NAD 83(1991)-  44 12 42.89853(N)    122 21 50.20006(W)     ADJUSTED  
 QE2643* NAVD 88     -      1445.3    (meters)    4742.     (feet)  VERTCON   
 QE2643  ___________________________________________________________________
 QE2643  LAPLACE CORR-           4.11  (seconds)                    DEFLEC99
 QE2643  GEOID HEIGHT-         -22.36  (meters)                     GEOID03
 QE2643  HORZ ORDER  -  THIRD
 QE2643
 QE2643.The horizontal coordinates were established by classical geodetic methods
 QE2643.and adjusted by the National Geodetic Survey in October 1991.
 QE2643
 QE2643.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE2643.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE2643
 QE2643.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2643
 QE2643.The geoid height was determined by GEOID03.
 QE2643
 QE2643;                    North         East     Units Scale Factor Converg.
 QE2643;SPC OR N     -    62,309.299 2,351,041.589   MT  1.00003278   -1 19 18.8
 QE2643;SPC OR N     -   204,426.83  7,713,391.04   iFT  1.00003278   -1 19 18.8
 QE2643;SPC OR S     -   284,409.085 1,351,036.501   MT  1.00006078   -1 16 30.8
 QE2643;SPC OR S     -   933,100.67  4,432,534.45   iFT  1.00006078   -1 16 30.8
 QE2643;UTM  10      - 4,895,607.030   550,813.359   MT  0.99963175   +0 26 36.7
 QE2643
 QE2643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2643!SPC OR N     -   0.99977694  x   1.00003278  =   0.99980971
 QE2643!SPC OR S     -   0.99977694  x   1.00006078  =   0.99983770
 QE2643!UTM  10      -   0.99977694  x   0.99963175  =   0.99940877
 QE2643
 QE2643                          SUPERSEDED SURVEY CONTROL
 QE2643
 QE2643  NAD 83(1986)-  44 12 42.91774(N)    122 21 50.22601(W) AD(       ) 3
 QE2643  NGVD 29 (04/26/90) 1444.1    (m)         4738.     (f) VERT ANG    3  
 QE2643
 QE2643.Superseded values are not recommended for survey control.
 QE2643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2643.See file dsdata.txt to determine how the superseded data were derived.
 QE2643
 QE2643_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP5081395607(NAD 83)
 QE2643_MARKER: 73 = LOOKOUT HOUSE
 QE2643
 QE2643  HISTORY     - Date     Condition        Report By
 QE2643  HISTORY     - 1955     FIRST OBSERVED   USGS
 QE2643
 QE2643                          STATION DESCRIPTION
 QE2643
 QE2643'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 QE2643'LOCATED ABOUT 25 MI SW. OF SWEET HOME, 11 MI NE. OF VIDA, 2 MI S.
 QE2643'OF CALAPOOYA RIVER.  ON PROMINENT TOP KNOWN LOCALLY AS GOLD HILL.
 QE2643'
 QE2643'TO REACH FROM VIDA POST OFFICE, CROSS U.S. HWY. 20 AND DRIVE UP
 QE2643'GATES CREEK RD. 2.2 MI TO Y-RD. FORK.  TAKE RIGHT FORK ACROSS
 QE2643'BRIDGE AND THROUGH GATE FOLLOWING MAIN-TRAVELED RD. 0.4 MI TO
 QE2643'Y-RD. FORK.  TAKE LEFT FORK 1.1 MI TO Y-RD. FORK.  TAKE LEFT FORK 3
 QE2643'MI TO RD. FORK.  TAKE LEFT FORK 1.4 MI TO RD. FORK.  TAKE LEFT FORK
 QE2643'0.5 MI TO POINT WHERE TWO MAIN RDS. FORK.  TAKE RIGHT FORK 0.4 MI
 QE2643'TO FORK.  TAKE RIGHT FORK LEAVING MAIN-TRAVELED RD. 2.9 MI TO RD.
 QE2643'FORK.  TAKE RIGHT FORK 0.4 MI TO RD. FORK.  TAKE RIGHT FORK 0.3 MI
 QE2643'TO RD. FORK.  TAKE LEFT FORK 0.1 MI TO GOLD HILL GUARD STATION.
 QE2643'FOLLOW TRAIL NE. UPHILL ABOUT 0.25 MI TO TOP AND LOH.
 QE2643'
 QE2643'STATION MARK--CENTER OF USFS LOH.
 QE2643'
 QE2643'NOTE--LOH REPORTED DESTROYED SINCE 1955, YEAR UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0798 ***********************************************************************
 PC0798  DESIGNATION -  GOLD POINT
 PC0798  PID         -  PC0798
 PC0798  STATE/COUNTY-  OR/LANE
 PC0798  USGS QUAD   -  SINKER MTN (1986)
 PC0798
 PC0798                         *CURRENT SURVEY CONTROL
 PC0798  ___________________________________________________________________
 PC0798* NAD 83(1991)-  43 57 09.34753(N)    122 25 39.03572(W)     ADJUSTED  
 PC0798* NAVD 88     -      1207.9    (meters)    3963.     (feet)  VERTCON   
 PC0798  ___________________________________________________________________
 PC0798  LAPLACE CORR-           9.16  (seconds)                    DEFLEC99
 PC0798  GEOID HEIGHT-         -22.48  (meters)                     GEOID03
 PC0798  HORZ ORDER  -  SECOND
 PC0798
 PC0798.The horizontal coordinates were established by classical geodetic methods
 PC0798.and adjusted by the National Geodetic Survey in October 1991.
 PC0798
 PC0798.The NAVD 88 height was computed by applying the VERTCON shift value to
 PC0798.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PC0798
 PC0798.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC0798
 PC0798.The geoid height was determined by GEOID03.
 PC0798
 PC0798;                    North         East     Units Scale Factor Converg.
 PC0798;SPC OR S     -   255,717.039 1,345,294.202   MT  0.99998830   -1 19 07.3
 PC0798;SPC OR S     -   838,966.66  4,413,694.89   iFT  0.99998830   -1 19 07.3
 PC0798;UTM  10      - 4,866,767.147   545,935.440   MT  0.99962595   +0 23 50.5
 PC0798
 PC0798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC0798!SPC OR S     -   0.99981416  x   0.99998830  =   0.99980246
 PC0798!UTM  10      -   0.99981416  x   0.99962595  =   0.99944018
 PC0798
 PC0798|---------------------------------------------------------------------|
 PC0798| PID    Reference Object                     Distance      Geod. Az  |
 PC0798|                                                           dddmmss.s |
 PC0798| PC0799 GOLD POINT LOOKOUT TOWER              6.440 METERS 03653     |
 PC0798| CD8567 GOLD POINT RM 1                      14.971 METERS 21912     |
 PC0798| PC0871 SADDLE BLANKET                      APPROX. 9.3 KM 2253703.0 |
 PC0798| CD8568 GOLD POINT RM 2                       4.396 METERS 31025     |
 PC0798|---------------------------------------------------------------------|
 PC0798
 PC0798                          SUPERSEDED SURVEY CONTROL
 PC0798
 PC0798  NAD 83(1986)-  43 57 09.35782(N)    122 25 39.05239(W) AD(       ) 2
 PC0798  NAD 27      -  43 57 09.91020(N)    122 25 34.87080(W) AD(       ) 2
 PC0798  NGVD 29 (07/19/86) 1206.7    (m)         3959.     (f) VERT ANG    3  
 PC0798
 PC0798.Superseded values are not recommended for survey control.
 PC0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0798.See file dsdata.txt to determine how the superseded data were derived.
 PC0798
 PC0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP4593566767(NAD 83)
 PC0798_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PC0798_SETTING: 66 = SET IN ROCK OUTCROP
 PC0798
 PC0798  HISTORY     - Date     Condition        Report By
 PC0798  HISTORY     - 1953     MONUMENTED       CGS
 PC0798
 PC0798                          STATION DESCRIPTION
 PC0798
 PC0798'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 PC0798'THE STATION IS LOCATED ABOUT 18 MILES EAST OF LOWELL, 14 MILES
 PC0798'NORTH OF OAKRIDGE, AND 8-1/2 MILES SOUTHEAST OF THE FALL CREEK
 PC0798'RANGER STATION ON THE CREST OF A MOUNTAIN KNOWN AS GOLD RIDGE.
 PC0798'
 PC0798'TO REACH THE STATION FROM THE DEPOT AND RAILROAD CROSSING IN
 PC0798'LOWELL.  GO NORTH ON A MACADAM ROAD FOR 1.9 MILES.  THEN RIGHT,
 PC0798'EASTERLY, FOR 1.7 MILES TO A COVERED BRIDGE AND THE END OF THE
 PC0798'MACADAM ROAD.  CROSS BRIDGE, TURN LEFT ON A GRAVELED ROAD FOR
 PC0798'9.3 MILES TO THE FALL CREEK RANGER STATION.  CONTINUE AHEAD,
 PC0798'EASTERLY, ON THE GRAVELED ROAD FOR 4.6 MILES TO A SIDE ROAD ON
 PC0798'THE RIGHT AND A SIGN PORTLAND CREEK ROAD.  THEN RIGHT FOR 2.5
 PC0798'MILES TO A FORK.  THEN LEFT FOR 0.55 MILE TO THE HARDTACK CAMP
 PC0798'SHELTER ON THE RIGHT.  CONTINUE FOR ABOUT 100 YARDS TO A FORK.
 PC0798'THEN LEFT FOR 0.65 MILE TO THE END OF TRUCK TRAVEL AT A SIGN
 PC0798'GOLD POINT TRAIL ON THE LEFT.  FOLLOW THE MARKED TRAIL
 PC0798'EASTERLY TO THE SUMMIT.  APPROXIMATELY 3 HOURS PACK.
 PC0798'
 PC0798'THE STATION MARK IS 13 FEET WEST OF THE SOUTHWEST LEG OF THE
 PC0798'LOOKOUT TOWER, AND 4 FEET NORTH OF THE TRAIL TO THE LOOKOUT
 PC0798'TOWER.  IT PROJECTS ABOUT 8 INCHES, AND THE DISK IS STAMPED
 PC0798'GOLD POINT 1953.
 PC0798'
 PC0798'REFERENCE MARK NO. 1 IS 10.5 FEET NORTHWEST OF THE FLAGPOLE.  IT
 PC0798'PROJECTS ABOUT 4 INCHES, AND THE DISK IS STAMPED GOLD POINT NO 1
 PC0798'1953.
 PC0798'
 PC0798'REFERENCE MARK NO. 2 IS 17.5 FEET WEST OF THE NORTHWEST LEG OF
 PC0798'THE LOOKOUT TOWER.  IT PROJECTS ABOUT 18 INCHES ON THE WEST SIDE
 PC0798'AND IS FLUSH ON THE NORTH SIDE.  IT IS STAMPED GOLD POINT NO 2
 PC0798'1953.
 PC0798'
 PC0798'THERE WAS NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 PC0798'
 PC0798'THE GOLD POINT LOOKOUT TOWER IS CONSTRUCTED OF POLE LEGS, HAS A
 PC0798'WOODEN CROWS-NEST, AND A STAIRWAY IN THE CENTER.  IT IS 35 FEET IN
 PC0798'HEIGHT.  THE POINT LOCATED WAS THE CENTER OF THE BASE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0799 ***********************************************************************
 PC0799  DESIGNATION -  GOLD POINT LOOKOUT TOWER
 PC0799  PID         -  PC0799
 PC0799  STATE/COUNTY-  OR/LANE
 PC0799  USGS QUAD   -  SINKER MTN (1986)
 PC0799
 PC0799                         *CURRENT SURVEY CONTROL
 PC0799  ___________________________________________________________________
 PC0799* NAD 83(1991)-  43 57 09.51441(N)    122 25 38.86235(W)     ADJUSTED  
 PC0799* NAVD 88     -      1208.     (meters)    3963.     (feet)  SCALED    
 PC0799  ___________________________________________________________________
 PC0799  LAPLACE CORR-           9.16  (seconds)                    DEFLEC99
 PC0799  GEOID HEIGHT-         -22.48  (meters)                     GEOID03
 PC0799  HORZ ORDER  -  THIRD
 PC0799
 PC0799.The horizontal coordinates were established by classical geodetic methods
 PC0799.and adjusted by the National Geodetic Survey in October 1991.
 PC0799
 PC0799.The orthometric height was scaled from a topographic map.
 PC0799
 PC0799.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC0799
 PC0799.The geoid height was determined by GEOID03.
 PC0799
 PC0799;                    North         East     Units Scale Factor Converg.
 PC0799;SPC OR S     -   255,722.100 1,345,298.185   MT  0.99998831   -1 19 07.2
 PC0799;SPC OR S     -   838,983.27  4,413,707.96   iFT  0.99998831   -1 19 07.2
 PC0799;UTM  10      - 4,866,772.323   545,939.269   MT  0.99962596   +0 23 50.6
 PC0799
 PC0799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC0799!SPC OR S     -   0.99981411  x   0.99998831  =   0.99980242
 PC0799!UTM  10      -   0.99981411  x   0.99962596  =   0.99944014
 PC0799
 PC0799                          SUPERSEDED SURVEY CONTROL
 PC0799
 PC0799  NAD 83(1986)-  43 57 09.52471(N)    122 25 38.87902(W) AD(       ) 4
 PC0799  NAD 27      -  43 57 10.07700(N)    122 25 34.69700(W) AD(       ) 3
 PC0799
 PC0799.Superseded values are not recommended for survey control.
 PC0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0799.See file dsdata.txt to determine how the superseded data were derived.
 PC0799
 PC0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP4593966772(NAD 83)
 PC0799
 PC0799  HISTORY     - Date     Condition        Report By
 PC0799  HISTORY     - 1953     MONUMENTED       CGS
 PC0799
 PC0799                          STATION DESCRIPTION
 PC0799
 PC0799'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 PC0799'THE STATION IS LOCATED ABOUT 18 MILES EAST OF LOWELL, 14 MILES
 PC0799'NORTH OF OAKRIDGE, AND 8-1/2 MILES SOUTHEAST OF THE FALL CREEK
 PC0799'RANGER STATION ON THE CREST OF A MOUNTAIN KNOWN AS GOLD RIDGE.
 PC0799'
 PC0799'THE TOWER IS CONSTRUCTED OF POLE LEGS, HAS A WOODEN CROWS-NEST,
 PC0799'AND A STAIRWAY IN THE CENTER.  IT IS 35 FEET IN HEIGHT.  THE
 PC0799'POINT LOCATED WAS THE CENTER OF THE BASE.  IT WAS LOCATED BY A
 PC0799'TRAVERSE CONNECTION TO TRIANGULATION STATION GOLD POINT AND
 PC0799'THE DISTANCE WAS FOUND TO BE 6.44 METERS (21.13 FEET).
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1121 ***********************************************************************
 NZ1121  DESIGNATION -  GOLF
 NZ1121  PID         -  NZ1121
 NZ1121  STATE/COUNTY-  OR/JACKSON
 NZ1121  USGS QUAD   -  MEDFORD EAST (1983)
 NZ1121
 NZ1121                         *CURRENT SURVEY CONTROL
 NZ1121  ___________________________________________________________________
 NZ1121* NAD 83(1991)-  42 19 28.02459(N)    122 49 44.75216(W)     ADJUSTED  
 NZ1121* NAVD 88     -       464.7    (meters)    1525.     (feet)  VERTCON   
 NZ1121  ___________________________________________________________________
 NZ1121  LAPLACE CORR-           3.74  (seconds)                    DEFLEC99
 NZ1121  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 NZ1121  HORZ ORDER  -  SECOND
 NZ1121
 NZ1121.The horizontal coordinates were established by classical geodetic methods
 NZ1121.and adjusted by the National Geodetic Survey in October 1991.
 NZ1121
 NZ1121.The NAVD 88 height was computed by applying the VERTCON shift value to
 NZ1121.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NZ1121
 NZ1121.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ1121
 NZ1121.The geoid height was determined by GEOID03.
 NZ1121
 NZ1121;                    North         East     Units Scale Factor Converg.
 NZ1121;SPC OR S     -    75,739.552 1,308,040.138   MT  1.00000225   -1 35 36.4
 NZ1121;SPC OR S     -   248,489.34  4,291,470.27   iFT  1.00000225   -1 35 36.4
 NZ1121;UTM  10      - 4,685,814.841   514,081.587   MT  0.99960244   +0 06 54.3
 NZ1121
 NZ1121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NZ1121!SPC OR S     -   0.99993091  x   1.00000225  =   0.99993316
 NZ1121!UTM  10      -   0.99993091  x   0.99960244  =   0.99953338
 NZ1121
 NZ1121|---------------------------------------------------------------------|
 NZ1121| PID    Reference Object                     Distance      Geod. Az  |
 NZ1121|                                                           dddmmss.s |
 NZ1121| CD8569 GOLF RM 1                            15.222 METERS 00058     |
 NZ1121| NZ1124 HILLCREST                           APPROX. 2.5 KM 0721455.0 |
 NZ1121| CD8570 GOLF RM 2                            19.721 METERS 08911     |
 NZ1121|---------------------------------------------------------------------|
 NZ1121
 NZ1121                          SUPERSEDED SURVEY CONTROL
 NZ1121
 NZ1121  NAD 83(1986)-  42 19 28.01365(N)    122 49 44.76422(W) AD(       ) 2
 NZ1121  NAD 27      -  42 19 28.55600(N)    122 49 40.63218(W) AD(       ) 2
 NZ1121  NGVD 29 (07/19/86)  463.7    (m)         1521.     (f) VERT ANG    3  
 NZ1121
 NZ1121.Superseded values are not recommended for survey control.
 NZ1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1121.See file dsdata.txt to determine how the superseded data were derived.
 NZ1121
 NZ1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM1408285815(NAD 83)
 NZ1121_MARKER: DD = SURVEY DISK
 NZ1121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ1121
 NZ1121  HISTORY     - Date     Condition        Report By
 NZ1121  HISTORY     - 1971     MONUMENTED       OR1310
 NZ1121
 NZ1121                          STATION DESCRIPTION
 NZ1121
 NZ1121'DESCRIBED BY CITY OF MEDFORD OREGON 1971
 NZ1121'STATION IS LOCATED ABOUT 2 MILES EAST OF DOWNTOWN MEDFORD ON THE
 NZ1121'GROUNDS OF THE ROGUE VALLEY COUNTRY CLUB, ON A RISE AND IN AN
 NZ1121'AREA BETWEEN TWO EAST-WEST FAIRWAYS.
 NZ1121'
 NZ1121'TO REACH THIS STATION FROM CITY HALL, PROCEED EAST ON 8TH STREET
 NZ1121'UNDER I-5 FREEWAY, CONTINUE EAST ON 8TH STREET TO WHITE OAK DRIVE
 NZ1121'WHICH IS 2.1 MILES EAST OF CITY HALL, TURN RIGHT (SOUTH) ON WHITE
 NZ1121'OAK DRIVE 0.2 MILE TO ACORN WAY, TURN LEFT (EAST) ON ACORN WAY 1
 NZ1121'BLOCK, TURN RIGHT (SOUTH) ON BLACK OAK DRIVE, TURN LEFT (EAST) ON
 NZ1121'COUNTRY CLUB DRIVE TO MURPHY ROAD.  STOP AND CONTINUE ON FOOT 80
 NZ1121'YARDS N.N.W. TO STATION.
 NZ1121'
 NZ1121'THE STATION MARK IS A CITY OF MEDFORD BRONZE DISK STAMPED GOLF
 NZ1121'1971 SET IN 1 FT. X 1 FT. X 3 FT. CONCRETE BLOCK FLUSH WITH SURFACE.
 NZ1121'
 NZ1121'REFERENCE MARK NO. 2 IS A CITY OF MEDFORD BRONZE DISK STAMPED
 NZ1121'GOLF NO. 2 1971 SET IN 1 FT. X 1 FT. X 3 FT. CONCRETE BLOCK FLUSH
 NZ1121'WITH SURFACE.
 NZ1121'
 NZ1121'REFERENCE MARK NO. 1 IS A CITY OF MEDFORD BRONZE DISK STAMPED
 NZ1121'GOLF NO. 1 1971 SET IN 1 FT. X 1 FT. X 3 FT. CONCRETE BLOCK FLUSH
 NZ1121'WITH SURFACE.
 NZ1121'
 NZ1121'THE UNDERGROUND MARK IS A CITY OF MEDFORD DISK STAMPED GOLF 1971
 NZ1121'SET IN CONCRETE 3 FT. BELOW THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0938 ***********************************************************************
 PC0938  DESIGNATION -  GOLF
 PC0938  PID         -  PC0938
 PC0938  STATE/COUNTY-  OR/LANE
 PC0938  USGS QUAD   -  COTTAGE GROVE (1984)
 PC0938
 PC0938                         *CURRENT SURVEY CONTROL
 PC0938  ___________________________________________________________________
 PC0938* NAD 83(1991)-  43 48 10.15213(N)    123 03 58.60659(W)     ADJUSTED  
 PC0938* NAVD 88     -       268.6    (meters)     881.     (feet)  VERTCON   
 PC0938  ___________________________________________________________________
 PC0938  LAPLACE CORR-          -2.79  (seconds)                    DEFLEC99
 PC0938  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 PC0938  HORZ ORDER  -  SECOND
 PC0938
 PC0938.The horizontal coordinates were established by classical geodetic methods
 PC0938.and adjusted by the National Geodetic Survey in October 1991.
 PC0938
 PC0938.The NAVD 88 height was computed by applying the VERTCON shift value to
 PC0938.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PC0938
 PC0938.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC0938
 PC0938.The geoid height was determined by GEOID03.
 PC0938
 PC0938;                    North         East     Units Scale Factor Converg.
 PC0938;SPC OR S     -   240,459.145 1,293,529.465   MT  0.99995587   -1 45 20.6
 PC0938;SPC OR S     -   788,907.96  4,243,863.07   iFT  0.99995587   -1 45 20.6
 PC0938;UTM  10      - 4,849,975.010   494,668.524   MT  0.99960035   -0 02 45.2
 PC0938
 PC0938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC0938!SPC OR S     -   0.99996151  x   0.99995587  =   0.99991738
 PC0938!UTM  10      -   0.99996151  x   0.99960035  =   0.99956188
 PC0938
 PC0938:                Primary Azimuth Mark                     Grid Az
 PC0938:SPC OR S     -  BENNETT                                  033 57 02.8
 PC0938:UTM  10      -  BENNETT                                  032 14 27.4
 PC0938
 PC0938|---------------------------------------------------------------------|
 PC0938| PID    Reference Object                     Distance      Geod. Az  |
 PC0938|                                                           dddmmss.s |
 PC0938| PC0937 BENNETT                             APPROX. 1.1 KM 0321142.2 |
 PC0938| CD8571 GOLF RM 1                            11.671 METERS 04335     |
 PC0938| CD8572 GOLF RM 2                            11.518 METERS 15140     |
 PC0938|---------------------------------------------------------------------|
 PC0938
 PC0938                          SUPERSEDED SURVEY CONTROL
 PC0938
 PC0938  NAD 83(1986)-  43 48 10.16394(N)    123 03 58.63116(W) AD(       ) 2
 PC0938  NAD 27      -  43 48 10.72290(N)    123 03 54.33651(W) AD(       ) 2
 PC0938  NGVD 29 (07/19/86)  267.5    (m)          878.     (f) VERT ANG    3  
 PC0938
 PC0938.Superseded values are not recommended for survey control.
 PC0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0938.See file dsdata.txt to determine how the superseded data were derived.
 PC0938
 PC0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP9466949975(NAD 83)
 PC0938_MARKER: DD = SURVEY DISK
 PC0938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0938_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PC0938
 PC0938  HISTORY     - Date     Condition        Report By
 PC0938  HISTORY     - 1970     MONUMENTED       OR-039
 PC0938
 PC0938                          STATION DESCRIPTION
 PC0938
 PC0938'DESCRIBED BY LANE COUNTY OREGON 1970 (FLI)
 PC0938'THE STATION IS LOCATED IN THE NORTH PART OF COTTAGE GROVE AND ON A
 PC0938'LOW HILL THAT IS COVERED WITH GRASS ON THE SOUTH AND EAST SLOPES AND
 PC0938'PARTIALLY TIMBERED ON THE NORTH AND WEST SLOPES.
 PC0938'
 PC0938'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 99 (9TH
 PC0938'STREET) AND MAIN STREET IN COTTAGE GROVE, GO WEST ON MAIN STREET
 PC0938'FOR 0.5 MILE TO A SIDE STREET RIGHT.  TURN RIGHT AND GO NORTH ON
 PC0938'L STREET FOR 0.15 MILE TO THE END OF THE PAVEMENT AT CHESTNUT
 PC0938'AVENUE.  CONTINUE NORTH ON A DIRT ROAD FOR 0.1 MILE TO A Y-FORK.
 PC0938'TAKE THE RIGHT FORK AND GO EAST AND NORTHEAST FOR 0.2 MILE TO THE TOP
 PC0938'OF THE HILL AND THE STATION.
 PC0938'
 PC0938'THE STATION MARK, STAMPED GOLF 1969, IS A LANE COUNTY DISK SET IN THE
 PC0938'TOP OF A CYLINDRICAL, CONCRETE POST THAT IS 8 INCHES IN DIAMETER AND
 PC0938'IS FLUSH WITH THE GROUND.  IT IS 105 FEET SOUTHWEST OF A LARGE
 PC0938'TREE, 25 FEET EAST OF THE CENTER OF THE ROAD AND 3 FEET WEST OF THE
 PC0938'WEST SIDE OF AN OLD EXCAVATION THAT IS ABOUT 50 FEET IN DIAMETER
 PC0938'AND 15 FEET DEEP.
 PC0938'
 PC0938'REFERENCE MARK NO. 1, STAMPED GOLF RM 1, IS A LANE COUNTY DISK SET IN
 PC0938'THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS 6 INCHES IN DIAMETER
 PC0938'AND PROJECTS 1 FOOT.  IT IS 73 FEET SOUTHWEST OF THE LARGE TREE AND
 PC0938'3 FEET NORTHWEST OF THE NORTH SIDE OF THE OLD EXCAVATION.
 PC0938'
 PC0938'REFERENCE MARK NO. 2, STAMPED GOLF RM 2, IS A LANE COUNTY DISK SET
 PC0938'IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS 6 INCHES IN
 PC0938'DIAMETER AND PROJECTS 6 INCHES.  IT IS 53 FEET EAST OF THE CENTER
 PC0938'OF THE ROAD AND 4 FEET SOUTH OF THE SOUTH SIDE OF THE OLD
 PC0938'EXCAVATION.
 PC0938'
 PC0938'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2616 ***********************************************************************
 QE2616  DESIGNATION -  GOLF
 QE2616  PID         -  QE2616
 QE2616  STATE/COUNTY-  OR/LINCOLN
 QE2616  USGS QUAD   -  LINCOLN CITY (1984)
 QE2616
 QE2616                         *CURRENT SURVEY CONTROL
 QE2616  ___________________________________________________________________
 QE2616* NAD 83(2007)-  44 53 36.93735(N)    124 02 00.80134(W)     ADJUSTED  
 QE2616* NAVD 88     -         9.8    (meters)      32.     (feet)  GPS OBS   
 QE2616  ___________________________________________________________________
 QE2616  EPOCH DATE  -        2007.00
 QE2616  X           -  -2,533,067.790 (meters)                     COMP
 QE2616  Y           -  -3,750,687.274 (meters)                     COMP
 QE2616  Z           -   4,478,969.468 (meters)                     COMP
 QE2616  LAPLACE CORR-          20.52  (seconds)                    DEFLEC99
 QE2616  ELLIP HEIGHT-         -13.654 (meters)          (02/10/07) ADJUSTED
 QE2616  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 QE2616
 QE2616  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 QE2616  Type    PID    Designation                      North   East  Ellip
 QE2616  -------------------------------------------------------------------
 QE2616  NETWORK QE2616 GOLF                              2.10   2.23  14.70
 QE2616  -------------------------------------------------------------------
 QE2616
 QE2616.The horizontal coordinates were established by GPS observations
 QE2616.and adjusted by the National Geodetic Survey in February 2007.
 QE2616
 QE2616.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 QE2616.See www.ngs.noaa.gov/NationalReadjustment for more information.
 QE2616.The horizontal coordinates are valid at the epoch date displayed above.
 QE2616.The epoch date for horizontal control is a decimal equivalence
 QE2616.of Year/Month/Day.
 QE2616
 QE2616.The orthometric height was determined by GPS observations and a
 QE2616.high-resolution geoid model.
 QE2616
 QE2616.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QE2616
 QE2616.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2616
 QE2616.The ellipsoidal height was determined by GPS observations
 QE2616.and is referenced to NAD 83.
 QE2616
 QE2616.The geoid height was determined by GEOID03.
 QE2616
 QE2616;                    North         East     Units Scale Factor Converg.
 QE2616;SPC OR N     -   142,440.272 2,220,990.300   MT  0.99990605   -2 30 21.4
 QE2616;SPC OR N     -   467,323.73  7,286,713.58   iFT  0.99990605   -2 30 21.4
 QE2616;UTM  10      - 4,971,649.672   418,389.326   MT  0.99968190   -0 43 46.3
 QE2616
 QE2616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2616!SPC OR N     -   1.00000214  x   0.99990605  =   0.99990819
 QE2616!UTM  10      -   1.00000214  x   0.99968190  =   0.99968404
 QE2616
 QE2616                          SUPERSEDED SURVEY CONTROL
 QE2616
 QE2616  NAD 83(1998)-  44 53 36.93476(N)    124 02 00.80302(W) AD(       ) 1
 QE2616  ELLIP H (12/19/05)  -13.626  (m)                       GP(       ) 4 2
 QE2616  NAD 83(1998)-  44 53 36.93357(N)    124 02 00.80535(W) AD(       ) 1
 QE2616  ELLIP H (06/17/02)  -13.605  (m)                       GP(       ) 4 1
 QE2616  NAD 83(1991)-  44 53 36.93137(N)    124 02 00.80581(W) AD(       ) 1
 QE2616  ELLIP H (10/15/91)  -13.454  (m)                       GP(       ) 4 1
 QE2616  NAD 83(1986)-  44 53 36.95604(N)    124 02 00.85526(W) AD(       ) 1
 QE2616  NGVD 29 (08/25/89)    7.2    (m)           24.     (f) GPS OBS     3  
 QE2616
 QE2616.Superseded values are not recommended for survey control.
 QE2616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2616.See file dsdata.txt to determine how the superseded data were derived.
 QE2616
 QE2616_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ1838971650(NAD 83)
 QE2616_MARKER: DH = HORIZONTAL CONTROL DISK
 QE2616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE2616_SP_SET: TOP OF METAL PIPE IN CONCRETE
 QE2616_STAMPING: GOLF
 QE2616_MARK LOGO: EGPSSC
 QE2616_PROJECTION: FLUSH
 QE2616_MAGNETIC: P = MARKER IS A STEEL PIPE
 QE2616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE2616+STABILITY: SURFACE MOTION
 QE2616_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QE2616+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2003
 QE2616
 QE2616  HISTORY     - Date     Condition        Report By
 QE2616  HISTORY     - 1988     MONUMENTED       EGPSSC
 QE2616  HISTORY     - 20030124 GOOD             WHPACI
 QE2616
 QE2616                          STATION DESCRIPTION
 QE2616
 QE2616'DESCRIBED BY EAGLE GPS SURVEYING CORPORATION 1988 (WLC)
 QE2616'THE STATION IS SOUTHWEST OF SILETZ BAY ON PROPERTY OWNED BY SALISHAN
 QE2616'LODGE.
 QE2616'
 QE2616'TO REACH THE STATION FROM THE ENTERANCE GETE TO SALISHAN PROPERTIES
 QE2616'GO WEST THROUGH THE GATE AND THEN NORTH ON SALISHAN DRIVE FOR 0.5 KM
 QE2616'(0.8 MI) TO A PAVED DRIVE LEADING WEST TO THE BEACH, TURN LEFT AND
 QE2616'GO WEST 0.08 KM (0.05 MI) TO A TRAIL AT END OF TRUCK TRAVEL.  FROM
 QE2616'HERE PACK WEST TOWARD THE BEACH ON THE LEFT FORK OF THE TRAIL FOR
 QE2616'ABOUT 15 METERS (50 FT) TO THE STATION OF THE LEFT.
 QE2616'
 QE2616'THE STATION  IS AN ORHD DISK STAMPED---GOLF 1969---, BRAZED TO THE
 QE2616'TOP OF AN IRON PIPE SET IN CONCRETE AND PROJECTS 10 CM.  IT IS ABOUT
 QE2616'6 METERS SOUTH OF THE TRAIL IN THE DUNE GRASS, AND 0.6 METER (2.0
 QE2616'FT) WEST OF A METEL WITNESS POST.
 QE2616'
 QE2616'DESCRIBED BY WL CASWELL.
 QE2616
 QE2616                          STATION RECOVERY (2003)
 QE2616
 QE2616'RECOVERY NOTE BY W + H PACIFIC, INCORPORATED 2003 (SJG)
 QE2616'RECOVEREY NOTE BY WH PACIFIC, JANUARY 2003 RECOVERED IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB1304 ***********************************************************************
 RB1304  DESIGNATION -  GOODMAN
 RB1304  PID         -  RB1304
 RB1304  STATE/COUNTY-  OR/UMATILLA
 RB1304  USGS QUAD   -  THIMBLEBERRY MOUNTAIN (1995)
 RB1304
 RB1304                         *CURRENT SURVEY CONTROL
 RB1304  ___________________________________________________________________
 RB1304* NAD 83(1991)-  45 35 19.10976(N)    118 12 28.82709(W)     ADJUSTED  
 RB1304* NAVD 88     -      1591.9    (meters)    5223.     (feet)  VERTCON   
 RB1304  ___________________________________________________________________
 RB1304  LAPLACE CORR-           6.18  (seconds)                    DEFLEC99
 RB1304  GEOID HEIGHT-         -18.45  (meters)                     GEOID03
 RB1304  HORZ ORDER  -  SECOND
 RB1304
 RB1304.The horizontal coordinates were established by classical geodetic methods
 RB1304.and adjusted by the National Geodetic Survey in October 1991.
 RB1304
 RB1304.The NAVD 88 height was computed by applying the VERTCON shift value to
 RB1304.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RB1304
 RB1304.The Laplace correction was computed from DEFLEC99 derived deflections.
 RB1304
 RB1304.The geoid height was determined by GEOID03.
 RB1304
 RB1304;                    North         East     Units Scale Factor Converg.
 RB1304;SPC OR N     -   216,112.001 2,678,818.343   MT  0.99992141   +1 37 31.6
 RB1304;SPC OR N     -   709,028.87  8,788,774.09   iFT  0.99992141   +1 37 31.6
 RB1304;UTM  11      - 5,049,054.043   405,770.575   MT  0.99970916   -0 51 46.7
 RB1304
 RB1304!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RB1304!SPC OR N     -   0.99975339  x   0.99992141  =   0.99967482
 RB1304!UTM  11      -   0.99975339  x   0.99970916  =   0.99946262
 RB1304
 RB1304|---------------------------------------------------------------------|
 RB1304| PID    Reference Object                     Distance      Geod. Az  |
 RB1304|                                                           dddmmss.s |
 RB1304| CF5333 GOODMAN RM 1                         16.425 METERS 00718     |
 RB1304| CF5334 GOODMAN RM 2                         16.864 METERS 11629     |
 RB1304| RB1305 GOODMAN LOT                         110.981 METERS 29903     |
 RB1304| CF5332 GOODMAN AZ MK                                      3161035.4 |
 RB1304|---------------------------------------------------------------------|
 RB1304
 RB1304                          SUPERSEDED SURVEY CONTROL
 RB1304
 RB1304  NAD 83(1986)-  45 35 19.11120(N)    118 12 28.81749(W) AD(       ) 2
 RB1304  NAD 27      -  45 35 19.63695(N)    118 12 25.00043(W) AD(       ) 2
 RB1304  NGVD 29 (07/19/86) 1590.7    (m)         5219.     (f) VERT ANG    3  
 RB1304
 RB1304.Superseded values are not recommended for survey control.
 RB1304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1304.See file dsdata.txt to determine how the superseded data were derived.
 RB1304
 RB1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML0577149054(NAD 83)
 RB1304_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RB1304_SETTING: 66 = SET IN ROCK OUTCROP
 RB1304
 RB1304  HISTORY     - Date     Condition        Report By
 RB1304  HISTORY     - 1963     MONUMENTED       CGS
 RB1304
 RB1304                          STATION DESCRIPTION
 RB1304
 RB1304'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 RB1304'THE STATION IS ABOUT 15-1/2 MILES SOUTH-SOUTHWEST OF TOLLGATE, 15
 RB1304'MILES WEST OF ELGIN AND 12-1/2 MILES NORTHEAST OF MEACHAM, ON
 RB1304'GOODMAN RIDGE NEAR THE GOODMAN RIDGE LOOKOUT TOWER.
 RB1304'
 RB1304'TO REACH THE STATION FROM THE NORTHEAST END OF LANGDON LAKE IN
 RB1304'TOLLGATE, GO EAST-SOUTHEAST ON STATE HIGHWAY 204 FOR 6.55 MILES
 RB1304'TO A SIDE ROAD RIGHT AND A SIGN HIGH RIDGE L.O. BLACK MTN RD
 RB1304'11.  TURN RIGHT AND GO 0.45 MILE TO A REVERSE FORK ON THE
 RB1304'LEFT.  CONTINUE STRAIGHT AHEAD FOR 0.2 MILE TO A FORK.  TAKE
 RB1304'THE LEFT FORK FOR 0.1 MILE TO A FORK.  TAKE THE RIGHT FORK FOR
 RB1304'1.35 MILES TO A FORK.  TAKE THE RIGHT FORK FOR 3.35 MILES TO A
 RB1304'SIDE ROAD RIGHT AND A SIGN HIGH RIDGE L.O. 1 MILE.  CONTINUE
 RB1304'STRAIGHT AHEAD FOR 1.5 MILES TO A REVERSE FORK ON THE
 RB1304'RIGHT.  CONTINUE STRAIGHT AHEAD FOR 0.5 MILE TO A FORK.
 RB1304'TAKE THE LEFT FORK FOR 0.7 MILE TO A FORK.  TAKE THE RIGHT FORK
 RB1304'FOR 0.6 MILE TO A CROSSROAD.  CROSS ROAD AND CONTINUE
 RB1304'STRAIGHT AHEAD FOR 2.1 MILES TO A REVERSE FORK ON THE LEFT.
 RB1304'CONTINUE STRAIGHT AHEAD FOR 0.35 MILE TO A CROSSROAD.  CONTINUE
 RB1304'STRAIGHT AHEAD AS PER SIGN GOODMAN RDG L.O. 11 HWY 30 32 FOR
 RB1304'2.9 MILES TO A T-ROAD JUNCTION AND A SIGN GOODMAN RDG L.O.
 RB1304'7 BLACK MTN 8.  TURN RIGHT AND GO 3.25 MILES TO A FORK.  TAKE
 RB1304'THE LEFT FORK FOR 3.4 MILES TO A SIDE ROAD LEFT AND A SIGN
 RB1304'GOODMAN L.O. 1.  TURN LEFT AND GO 0.85 MILE TO THE LOOKOUT
 RB1304'TOWER AND THE STATION.  TO REACH THE AZIMUTH MARK CONTINUE
 RB1304'ON ROAD FOR 0.35 MILE TO THE MARK ON THE LEFT.
 RB1304'
 RB1304'STATION MARK IS A STANDARD DISK, STAMPED GOODMAN 1963, CEMENTED
 RB1304'IN A DRILL HOLE IN ROCK OUTCROP 3 INCHES BELOW THE GROUND
 RB1304'SURFACE.  IT IS 276 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 RB1304'FOREST SERVICE BUILDING AND ABOUT 6 FEET LOWER THAN THE HIGHEST
 RB1304'POINT OF THE HILL.
 RB1304'
 RB1304'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GOODMAN NO 1 1963,
 RB1304'CEMENTED IN A DRILL HOLE IN A 1 X 2 FOOT ROCK OUTCROP PROJECTING
 RB1304'3 INCHES.  IT IS ABOUT 3 FEET LOWER THAN THE STATION.
 RB1304'
 RB1304'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GOODMAN NO 2 1963,
 RB1304'CEMENTED IN A DRILL HOLE IN A 1 X 1 FOOT ROCK OUTCROP PROJECTING
 RB1304'2 INCHES.  IT IS ABOUT THE SAME ELEVATION AS THE STATION.
 RB1304'
 RB1304'AZIMUTH MARK IS A STANDARD DISK, STAMPED GOODMAN 1963, CEMENTED
 RB1304'IN A DRILL HOLE IN A 1 X 3 FOOT ROCK OUTCROP FLUSH WITH THE
 RB1304'GROUND SURFACE.  IT IS 1.6 FEET EAST-SOUTHEAST OF A WITNESS POST.
 RB1304'
 RB1304'GOODMAN LOT (USGS) IS A USGS BRONZE DISK, STAMPED GOODMAN LOT
 RB1304'1960, SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE FLUSH WITH
 RB1304'THE SURFACE OF THE GROUND.  IT IS SET AT THE DETERMINED CENTER OF
 RB1304'THE BASE OF THE GOODMAN LOOKOUT TOWER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB1305 ***********************************************************************
 RB1305  DESIGNATION -  GOODMAN LOT
 RB1305  PID         -  RB1305
 RB1305  STATE/COUNTY-  OR/UMATILLA
 RB1305  USGS QUAD   -  THIMBLEBERRY MOUNTAIN (1995)
 RB1305
 RB1305                         *CURRENT SURVEY CONTROL
 RB1305  ___________________________________________________________________
 RB1305* NAD 83(1991)-  45 35 20.85484(N)    118 12 33.30324(W)     ADJUSTED  
 RB1305* NAVD 88     -      1591.     (meters)    5220.     (feet)  SCALED    
 RB1305  ___________________________________________________________________
 RB1305  LAPLACE CORR-           6.22  (seconds)                    DEFLEC99
 RB1305  GEOID HEIGHT-         -18.45  (meters)                     GEOID03
 RB1305  HORZ ORDER  -  SECOND
 RB1305
 RB1305.The horizontal coordinates were established by classical geodetic methods
 RB1305.and adjusted by the National Geodetic Survey in October 1991.
 RB1305
 RB1305.The orthometric height was scaled from a topographic map.
 RB1305
 RB1305.The Laplace correction was computed from DEFLEC99 derived deflections.
 RB1305
 RB1305.The geoid height was determined by GEOID03.
 RB1305
 RB1305;                    North         East     Units Scale Factor Converg.
 RB1305;SPC OR N     -   216,163.099 2,678,719.835   MT  0.99992148   +1 37 28.4
 RB1305;SPC OR N     -   709,196.52  8,788,450.90   iFT  0.99992148   +1 37 28.4
 RB1305;UTM  11      - 5,049,109.359   405,674.399   MT  0.99970939   -0 51 50.0
 RB1305
 RB1305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RB1305!SPC OR N     -   0.99975350  x   0.99992148  =   0.99967500
 RB1305!UTM  11      -   0.99975350  x   0.99970939  =   0.99946296
 RB1305
 RB1305                          SUPERSEDED SURVEY CONTROL
 RB1305
 RB1305  NAD 83(1986)-  45 35 20.85627(N)    118 12 33.29361(W) AD(       ) 2
 RB1305  NAD 27      -  45 35 21.38206(N)    118 12 29.47643(W) AD(       ) 2
 RB1305
 RB1305.Superseded values are not recommended for survey control.
 RB1305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1305.See file dsdata.txt to determine how the superseded data were derived.
 RB1305
 RB1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML0567449109(NAD 83)
 RB1305_MARKER: Z = SEE DESCRIPTION
 RB1305_SETTING: 0 = UNSPECIFIED SETTING
 RB1305_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RB1305
 RB1305  HISTORY     - Date     Condition        Report By
 RB1305  HISTORY     - 1963     MONUMENTED       USGS
 RB1305
 RB1305                          STATION DESCRIPTION
 RB1305
 RB1305'DESCRIBED BY US GEOLOGICAL SURVEY 1963 (JCC)
 RB1305'THE STATION IS ABOUT 15-1/2 MILES SOUTH-SOUTHWEST OF TOLLGATE,
 RB1305'15 MILES WEST OF ELGIN AND 12-1/2 MILES NORTHEAST OF MEACHAM, ON
 RB1305'THE SUMMIT OF GOODMAN RIDGE.
 RB1305'
 RB1305'THE MARK IS A USGS BRONZE DISK, STAMPED GOODMAN LOT 1960, SET IN
 RB1305'THE TOP OF AN IRREGULAR MASS OF CONCRETE FLUSH WITH THE SURFACE
 RB1305'OF THE GROUND.  IT IS LOCATED AT THE CENTER OF THE BASE OF THE
 RB1305'GOODMAN LOOKOUT TOWER.
 RB1305'
 RB1305'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 RB1305'GOODMAN.  THE DISTANCE BEING 364.11 FEET OR (110.981 METERS)
 RB1305'SOUTHEAST.
 RB1305'
 RB1305'THE TOWER IS CONSTRUCTED OF WOOD AND HAS A STAIRWAY IN THE
 RB1305'CENTER OF THE FOUR LEGS.  IT IS PAINTED WHITE AND IS 100 FEET IN
 RB1305'HEIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC2126 ***********************************************************************
 SC2126  DESIGNATION -  GOODWIN
 SC2126  PID         -  SC2126
 SC2126  STATE/COUNTY-  OR/CLATSOP
 SC2126  USGS QUAD   -  GEARHART (1973)
 SC2126
 SC2126                         *CURRENT SURVEY CONTROL
 SC2126  ___________________________________________________________________
 SC2126* NAD 83(1991)-  46 05 09.13866(N)    123 55 16.93299(W)     ADJUSTED  
 SC2126* NAVD 88     -        16.     (meters)      52.     (feet)  SCALED    
 SC2126  ___________________________________________________________________
 SC2126  LAPLACE CORR-          15.74  (seconds)                    DEFLEC99
 SC2126  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 SC2126  HORZ ORDER  -  THIRD
 SC2126
 SC2126.The horizontal coordinates were established by classical geodetic methods
 SC2126.and adjusted by the National Geodetic Survey in October 1991.
 SC2126
 SC2126.The orthometric height was scaled from a topographic map.
 SC2126
 SC2126.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2126
 SC2126.The geoid height was determined by GEOID03.
 SC2126
 SC2126;                    North         East     Units Scale Factor Converg.
 SC2126;SPC OR N     -   274,442.096 2,235,452.674   MT  1.00002297   -2 25 35.0
 SC2126;SPC OR N     -   900,400.58  7,334,162.32   iFT  1.00002297   -2 25 35.0
 SC2126;UTM  10      - 5,104,001.130   428,766.727   MT  0.99966238   -0 39 49.6
 SC2126
 SC2126!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2126!SPC OR N     -   1.00000116  x   1.00002297  =   1.00002413
 SC2126!UTM  10      -   1.00000116  x   0.99966238  =   0.99966354
 SC2126
 SC2126:                Primary Azimuth Mark                     Grid Az
 SC2126:SPC OR N     -  CONDIT RESET                             176 04 03.0
 SC2126:UTM  10      -  CONDIT RESET                             174 18 17.6
 SC2126
 SC2126|---------------------------------------------------------------------|
 SC2126| PID    Reference Object                     Distance      Geod. Az  |
 SC2126|                                                           dddmmss.s |
 SC2126| SC0611 CONDIT RESET                        APPROX. 3.3 KM 1733828.0 |
 SC2126|---------------------------------------------------------------------|
 SC2126
 SC2126                          SUPERSEDED SURVEY CONTROL
 SC2126
 SC2126  NAD 83(1986)-  46 05 09.15809(N)    123 55 16.91218(W) AD(       ) 3
 SC2126  NAD 27      -  46 05 09.78541(N)    123 55 12.40601(W) AD(       ) 3
 SC2126
 SC2126.Superseded values are not recommended for survey control.
 SC2126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2126.See file dsdata.txt to determine how the superseded data were derived.
 SC2126
 SC2126_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2876704001(NAD 83)
 SC2126
 SC2126  HISTORY     - Date     Condition        Report By
 SC2126  HISTORY     - 1874     MONUMENTED       CGS
 SC2126  HISTORY     - 1934     SEE DESCRIPTION  ORGS
 SC2126  HISTORY     - 1958     SEE DESCRIPTION  CGS
 SC2126  HISTORY     - 1977     SEE DESCRIPTION  NGS
 SC2126
 SC2126                          STATION DESCRIPTION
 SC2126
 SC2126'DESCRIBED BY OREGON GEODETIC SURVEY 1934
 SC2126'STATION IS ABOUT 6 MILES N OF GEARHART AND 0.3 MILE W OF THE
 SC2126'OREGON COAST HIGHWAY.  ON THE TOP OF THE HIGHEST OF THE PROMINENT
 SC2126'PARALLEL RIDGES BETWEEN THE HIGHWAY AND THE OCEAN.
 SC2126'
 SC2126'THE STATION IS MARKED BY A STANDARD DISK IN CONCRETE, WITH AN
 SC2126'UNDERGROUND MARK CONSISTING OF A MONEL RIVET IN A FLAT BOULDER.  A
 SC2126'REFERENCE MARK, CONSISTING OF A STANDARD DISK IN CONCRETE, IS
 SC2126'20.73 METERS (68.02 FEET) S OF THE STATION.  THE REFERENCE MARK IS
 SC2126'JUST N OF THE E-W FENCE.  THE QUARTER CORNER BETWEEN SECTIONS 16
 SC2126'AND 21, T 7 N, R 10 W, IS 862.4 FEET SOUTHERLY FROM THE STATION.
 SC2126'
 SC2126'THE STATION IS REACHED BY LEAVING THE HIGHWAY AT A SECONDARY
 SC2126'ROAD LEADING W AT THE OLD WEST HOMESTEAD.  FOLLOW THIS ROAD ABOUT
 SC2126'500 FEET TO THE TOE OF THE RIDGE, THEN TURN N, CROSSING THE RIDGE
 SC2126'DIAGONALLY AND CONTINUING N ALONG THE W TOE, TO AN E-W FENCE, A
 SC2126'TOTAL DISTANCE OF ABOUT 0.8 MILE FROM THE STARTING POINT OVER A
 SC2126'FAIR ROAD.  THE STATION IS JUST TO THE NE.  IT IS ABOUT 350 FEET
 SC2126'W OF A TRANSMISSION LINE, ABOUT MIDWAY BETWEEN POLES 288 AND
 SC2126'289.
 SC2126
 SC2126                          STATION RECOVERY (1958)
 SC2126
 SC2126'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (VRS)
 SC2126'RECOVERED IN GOOD CONDITION ABOUT 4 MILES NORTH OF GEARHART, ABOUT
 SC2126'0.3 MILE WEST OF PACIFIC COAST HIGHWAY (U.S. 101), ABOUT 600 FEET
 SC2126'SOUTHWEST OF POWER POLE NO. 284, 116 FEET SOUTH OF THE CENTERLINE
 SC2126'OF A DIRT ROAD ON THE CREST OF THE EASTERLY ONE OF TWO PROMINENT
 SC2126'NORTH-SOUTH RIDGES.
 SC2126'
 SC2126'THE STATION IS A STANDARD DISK STAMPED GOODWIN 1874 SET IN THE
 SC2126'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE SURFACE
 SC2126'OF THE GROUND.
 SC2126'
 SC2126'THE REFERENCE MARK IS A STANDARD DISK STAMPED GOODWIN REF 1 1934
 SC2126'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE
 SC2126'SURFACE OF THE GROUND.  IT IS SOUTH OF THE STATION IN AN EAST-WEST
 SC2126'WIRE FENCE LINE AND ABOUT THE SAME ELEVATION.
 SC2126'
 SC2126'TO REACH FROM GEARHART AT EAST SIXTH STREET AND PARK DRIVE
 SC2126'(U.S. HIGHWAY 101), GO NORTH ON PARK DRIVE FOR 4.2 MILES, TURN
 SC2126'LEFT (WEST) AT A MINK RANCH, GO 0.3 MILE ON DIRT SIDE ROAD THROUGH
 SC2126'THE MINK RANCH TO THE CREST OF THE FIRST RIDGE AND STATION ON
 SC2126'THE LEFT.
 SC2126
 SC2126                          STATION RECOVERY (1977)
 SC2126
 SC2126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 SC2126'PREVIOUS DESCRIPTION FOUND ON PAGES 25, AND 64 OF BOOK NO. 588.
 SC2126'
 SC2126'THE STATION MARK, AND REFERENCE MARK NO. 1 WERE RECOVERED IN
 SC2126'GOOD CONDITION.  REFERENCE MARK NO. 2 WAS ESTABLISHED.  A NEW AND
 SC2126'COMPLETE DESCRIPTION FOLLOWS.
 SC2126'
 SC2126'TO REACH THE STATION FROM THE GEARHART POST OFFICE GO EAST ON
 SC2126'PACIFIC WAY FOR 0.4 MILE TO U.S. HIGHWAY 101, TURN LEFT, AND GO
 SC2126'NORTH ON U.S. HIGHWAY 101 FOR 4.3 MILES TO A DIRT ROAD, AND METAL
 SC2126'GATE ON THE LEFT, THIS IS 0.1 MILE BEFORE REACHING A WEIGH
 SC2126'STATION, TURN LEFT, PASS THRU THE GATE, AND GO WEST ON THE TRACK
 SC2126'ROAD, PASSING BETWEEN A DWELLING, AND SOME SHEDS FOR 0.15
 SC2126'MILE TO ANOTHER METAL GATE.  PASS THRU THE GATE, AND CONTINUE WEST
 SC2126'ON THE TRACK ROAD FOR 0.15 MILE TO THE STATION ON THE LEFT,
 SC2126'WHERE THE ROAD PASSES THRU A CUT.
 SC2126'
 SC2126'THE STATION MARK, STAMPED GOODWIN 1874, IS A STANDARD DISK SET IN
 SC2126'A 10-INCH SQUARE CONCRETE MONUMENT THAT IS 1-INCH BELOW THE
 SC2126'SURFACE, 600 FEET WEST-SOUTHWEST OF POWER POLE NO. 284, 150 FEET
 SC2126'EAST OF ANOTHER SIMILAR NORTH-SOUTH RIDGE, 124 FEET SOUTH OF THE
 SC2126'CENTER OF THE TRACK ROAD, 101 FEET SOUTH OF AN EAST-WEST FENCE
 SC2126'LINE, 50 FEET EAST OF THE REMAINS OF AN OLD NORTH-SOUTH FENCE, AND
 SC2126'2 FEET WEST OF A METAL WITNESS POST.  (NOTE 1A)
 SC2126'
 SC2126'THE UNDERGROUND MARK HAS BEEN DESCRIBED AS BEING A MONEL RIVET
 SC2126'IN A FLAT BOULDER.
 SC2126'
 SC2126'REFERENCE MARK NO. 1, STAMPED GOODWIN REF 1 1934, IS A STANDARD
 SC2126'DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT IS 1-INCH
 SC2126'BELOW THE SURFACE, 170 FEET SOUTH OF THE EAST-WEST FENCE LINE,
 SC2126'50 FEET EAST OF AN OLD NORTH-SOUTH FENCE, IN THE REMAINS OF AN
 SC2126'OLD EAST-WEST FENCE, AND 1.5 FEET LOWER THAN THE STATION.  (NOTE
 SC2126'11A)
 SC2126'
 SC2126'REFERENCE MARK NO. 2, STAMPED GOODWIN 1874 NO 2 1977, IS A
 SC2126'STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT
 SC2126'PROJECTS 4-INCHES, 53 FEET EAST OF THE NORTH END OF A GATE AT A
 SC2126'T FENCE CORNER, 23 FEET SOUTH OF THE CENTER OF THE TRACK ROAD,
 SC2126'18 FEET WEST OF A FENCE CORNER, 2 FEET SOUTH OF THE EAST-WEST
 SC2126'FENCE LINE, AND 3 FEET LOWER THAN THE STATION.  (NOTE 11A)
 SC2126'
 SC2126'THERE WAS NO AZIMUTH MARK ESTABLISHED FOR THIS STATION.
 SC2126'
 SC2126'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SC2126'4-1/2 MILES NORTH OF GEARHART.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1744 ***********************************************************************
 QE1744  DESIGNATION -  GOODWIN
 QE1744  PID         -  QE1744
 QE1744  STATE/COUNTY-  OR/LANE
 QE1744  USGS QUAD   -  SPRINGFIELD (1986)
 QE1744
 QE1744                         *CURRENT SURVEY CONTROL
 QE1744  ___________________________________________________________________
 QE1744* NAD 83(1991)-  44 05 10.85227(N)    122 57 08.97936(W)     ADJUSTED  
 QE1744* NAVD 88     -       165.2    (meters)     542.     (feet)  VERTCON   
 QE1744  ___________________________________________________________________
 QE1744  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 QE1744  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 QE1744  HORZ ORDER  -  SECOND
 QE1744
 QE1744.The horizontal coordinates were established by classical geodetic methods
 QE1744.and adjusted by the National Geodetic Survey in October 1991.
 QE1744
 QE1744.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE1744.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE1744
 QE1744.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE1744
 QE1744.The geoid height was determined by GEOID03.
 QE1744
 QE1744;                    North         East     Units Scale Factor Converg.
 QE1744;SPC OR S     -   271,674.038 1,303,603.813   MT  1.00002309   -1 40 40.3
 QE1744;SPC OR S     -   891,319.02  4,276,915.40   iFT  1.00002309   -1 40 40.3
 QE1744;UTM  10      - 4,881,464.476   503,803.202   MT  0.99960018   +0 01 59.0
 QE1744
 QE1744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE1744!SPC OR S     -   0.99997776  x   1.00002309  =   1.00000085
 QE1744!UTM  10      -   0.99997776  x   0.99960018  =   0.99957795
 QE1744
 QE1744:                Primary Azimuth Mark                     Grid Az
 QE1744:SPC OR S     -  PARSONS                                  035 03 50.1
 QE1744:UTM  10      -  PARSONS                                  033 21 10.8
 QE1744
 QE1744|---------------------------------------------------------------------|
 QE1744| PID    Reference Object                     Distance      Geod. Az  |
 QE1744|                                                           dddmmss.s |
 QE1744| QE1728 PARSONS                             APPROX.12.2 KM 0332309.8 |
 QE1744| CE1526 GOODWIN RM 1                         22.897 METERS 08454     |
 QE1744| CE1527 GOODWIN RM 2                         32.800 METERS 17539     |
 QE1744|---------------------------------------------------------------------|
 QE1744
 QE1744                          SUPERSEDED SURVEY CONTROL
 QE1744
 QE1744  NAD 83(1986)-  44 05 10.86776(N)    122 57 09.00520(W) AD(       ) 2
 QE1744  NAD 27      -  44 05 11.41810(N)    122 57 04.70865(W) AD(       ) 2
 QE1744  NGVD 29 (07/19/86)  164.1    (m)          538.     (f) VERT ANG    3  
 QE1744
 QE1744.Superseded values are not recommended for survey control.
 QE1744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1744.See file dsdata.txt to determine how the superseded data were derived.
 QE1744
 QE1744_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP0380381464(NAD 83)
 QE1744_MARKER: DD = SURVEY DISK
 QE1744_SETTING: 0 = UNSPECIFIED SETTING
 QE1744
 QE1744  HISTORY     - Date     Condition        Report By
 QE1744  HISTORY     - 1970     MONUMENTED       OR-039
 QE1744
 QE1744                          STATION DESCRIPTION
 QE1744
 QE1744'DESCRIBED BY LANE COUNTY OREGON 1970 (FLI)
 QE1744'TO REACH FROM HAYDEN BRIDGE (T17S, R2W, SEC. 20) ON THE MOHAWK ROAD
 QE1744'NORTHEAST OF SPRINGFIELD, GO NO. 1.3 MI. TO A ROAD CUT THRU A SMALL
 QE1744'KNOLL.  STATION IS A LANE CO. DISK STAMPED GOODWIN-1969 IN A
 QE1744'CONCRETE POST ABOUT 100 FT. WEST OF THE TOP OF THE CUT BANK ON THE
 QE1744'WEST SIDE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC1099 ***********************************************************************
 PC1099  DESIGNATION -  GOODWIN PEAK
 PC1099  PID         -  PC1099
 PC1099  STATE/COUNTY-  OR/LANE
 PC1099  USGS QUAD   -  GOODWIN PEAK (1984)
 PC1099
 PC1099                         *CURRENT SURVEY CONTROL
 PC1099  ___________________________________________________________________
 PC1099* NAD 83(1991)-  43 55 40.35790(N)    123 53 29.83923(W)     ADJUSTED  
 PC1099* NAVD 88     -       557.     (meters)    1827.     (feet)  SCALED    
 PC1099  ___________________________________________________________________
 PC1099  LAPLACE CORR-           9.74  (seconds)                    DEFLEC99
 PC1099  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 PC1099  HORZ ORDER  -  THIRD
 PC1099
 PC1099.The horizontal coordinates were established by classical geodetic methods
 PC1099.and adjusted by the National Geodetic Survey in October 1991.
 PC1099
 PC1099.The orthometric height was scaled from a topographic map.
 PC1099
 PC1099.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC1099
 PC1099.The geoid height was determined by GEOID03.
 PC1099
 PC1099;                    North         East     Units Scale Factor Converg.
 PC1099;SPC OR S     -   256,704.226 1,227,720.816   MT  0.99998247   -2 19 13.3
 PC1099;SPC OR S     -   842,205.47  4,027,955.43   iFT  0.99998247   -2 19 13.3
 PC1099;UTM  10      - 4,864,248.730   428,428.348   MT  0.99966300   -0 37 06.9
 PC1099
 PC1099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC1099!SPC OR S     -   0.99991638  x   0.99998247  =   0.99989885
 PC1099!UTM  10      -   0.99991638  x   0.99966300  =   0.99957941
 PC1099
 PC1099                          SUPERSEDED SURVEY CONTROL
 PC1099
 PC1099  NAD 83(1986)-  43 55 40.36763(N)    123 53 29.88804(W) AD(       ) 3
 PC1099  NAD 27      -  43 55 40.90650(N)    123 53 25.49554(W) AD(       ) 3
 PC1099
 PC1099.Superseded values are not recommended for survey control.
 PC1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC1099.See file dsdata.txt to determine how the superseded data were derived.
 PC1099
 PC1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP2842864249(NAD 83)
 PC1099
 PC1099  HISTORY     - Date     Condition        Report By
 PC1099  HISTORY     - 1936     MONUMENTED       USFS
 PC1099
 PC1099                          STATION DESCRIPTION
 PC1099
 PC1099'DESCRIBED BY US FOREST SERVICE 1936
 PC1099'THIS CHECKED POSITION IS THAT OF THE REFERENCE DISK FOR STATION
 PC1099'GOODWIN PEAK LOOKOUT TOWER (USFS).  SEE DESCRIPTION OF THAT
 PC1099'STATION FOR TRAVEL DIRECTIONS AND OTHER DATA.
 PC1099'
 PC1099'STATION IS MARKED BY A DISK IN A BURIED BOULDER.  CENTER OF
 PC1099'LOOKOUT HOUSE IS 4.33 METERS (14.2 FEET) W.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC1100 ***********************************************************************
 PC1100  DESIGNATION -  GOODWIN PEAK LOT
 PC1100  PID         -  PC1100
 PC1100  STATE/COUNTY-  OR/LANE
 PC1100  USGS QUAD   -  GOODWIN PEAK (1984)
 PC1100
 PC1100                         *CURRENT SURVEY CONTROL
 PC1100  ___________________________________________________________________
 PC1100* NAD 83(1991)-  43 55 40.33647(N)    123 53 30.03063(W)     ADJUSTED  
 PC1100* NAVD 88     -              **(meters)            **(feet)            
 PC1100  ___________________________________________________________________
 PC1100  LAPLACE CORR-           9.61  (seconds)                    DEFLEC99
 PC1100  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 PC1100  HORZ ORDER  -  THIRD
 PC1100
 PC1100.The horizontal coordinates were established by classical geodetic methods
 PC1100.and adjusted by the National Geodetic Survey in October 1991.
 PC1100
 PC1100
 PC1100.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC1100
 PC1100.The geoid height was determined by GEOID03.
 PC1100
 PC1100;                    North         East     Units Scale Factor Converg.
 PC1100;SPC OR S     -   256,703.738 1,227,716.524   MT  0.99998247   -2 19 13.5
 PC1100;SPC OR S     -   842,203.86  4,027,941.35   iFT  0.99998247   -2 19 13.5
 PC1100;UTM  10      - 4,864,248.115   428,424.073   MT  0.99966301   -0 37 07.1
 PC1100
 PC1100                          SUPERSEDED SURVEY CONTROL
 PC1100
 PC1100  NAD 83(1986)-  43 55 40.34598(N)    123 53 30.07972(W) AD(       ) 4
 PC1100  NAD 27      -  43 55 40.88500(N)    123 53 25.68700(W) AD(       ) 3
 PC1100
 PC1100.Superseded values are not recommended for survey control.
 PC1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC1100.See file dsdata.txt to determine how the superseded data were derived.
 PC1100
 PC1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP2842464248(NAD 83)
 PC1100
 PC1100  HISTORY     - Date     Condition        Report By
 PC1100  HISTORY     - 1936     MONUMENTED       USFS
 PC1100
 PC1100                          STATION DESCRIPTION
 PC1100
 PC1100'DESCRIBED BY US FOREST SERVICE 1936
 PC1100'THIS OCCUPIED STATION IS THE CENTER OF U.S. FOREST SERVICE GOODWIN
 PC1100'PEAK LOOKOUT TOWER, A 50-FOOT WOODEN STRUCTURE ON THE HIGHEST
 PC1100'POINT OF GOODWIN PEAK, ABOUT 15 MILES E AND A LITTLE S., AIRLINE,
 PC1100'FROM FLORENCE.
 PC1100'
 PC1100'TO REACH FROM FLORENCE, GO S 3 MILES ON OREGON COAST HIGHWAY TO
 PC1100'JESSIE HONEYMAN STATE PARK, TURN E ON CANARY AND MAPLE CREEK ROAD
 PC1100'TO FOREST SERVICE ROAD SIGNED GOODWIN PEAK, THENCE UP THIS ROAD
 PC1100'TO STATION.
 PC1100'
 PC1100'REFERENCE DISK IS SET IN BURIED BOULDER 4.33 METERS (14.2 FEET)
 PC1100'E OF STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1890 ***********************************************************************
 RD1890  DESIGNATION -  GOOSE
 RD1890  PID         -  RD1890
 RD1890  STATE/COUNTY-  OR/TILLAMOOK
 RD1890  USGS QUAD   -  NESTUCCA BAY (1985)
 RD1890
 RD1890                         *CURRENT SURVEY CONTROL
 RD1890  ___________________________________________________________________
 RD1890* NAD 83(1991)-  45 09 57.33987(N)    123 56 27.63318(W)     ADJUSTED  
 RD1890* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 RD1890  ___________________________________________________________________
 RD1890  LAPLACE CORR-          18.26  (seconds)                    DEFLEC99
 RD1890  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 RD1890  HORZ ORDER  -  THIRD
 RD1890
 RD1890.The horizontal coordinates were established by classical geodetic methods
 RD1890.and adjusted by the National Geodetic Survey in October 1991.
 RD1890
 RD1890.The orthometric height was scaled from a topographic map.
 RD1890
 RD1890.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1890
 RD1890.The geoid height was determined by GEOID03.
 RD1890
 RD1890;                    North         East     Units Scale Factor Converg.
 RD1890;SPC OR N     -   172,359.453 2,229,581.830   MT  0.99989458   -2 26 25.1
 RD1890;SPC OR N     -   565,483.77  7,314,901.02   iFT  0.99989458   -2 26 25.1
 RD1890;UTM  10      - 5,001,813.810   426,048.468   MT  0.99966724   -0 40 02.5
 RD1890
 RD1890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1890!SPC OR N     -   1.00000293  x   0.99989458  =   0.99989751
 RD1890!UTM  10      -   1.00000293  x   0.99966724  =   0.99967017
 RD1890
 RD1890:                Primary Azimuth Mark                     Grid Az
 RD1890:SPC OR N     -  GAGE                                     034 33 46.7
 RD1890:UTM  10      -  GAGE                                     032 47 24.1
 RD1890
 RD1890|---------------------------------------------------------------------|
 RD1890| PID    Reference Object                     Distance      Geod. Az  |
 RD1890|                                                           dddmmss.s |
 RD1890| RD1854 GAGE                                APPROX. 1.2 KM 0320721.6 |
 RD1890|---------------------------------------------------------------------|
 RD1890
 RD1890                          SUPERSEDED SURVEY CONTROL
 RD1890
 RD1890  NAD 83(1986)-  45 09 57.37227(N)    123 56 27.64132(W) AD(       ) 3
 RD1890  NAD 27      -  45 09 57.99100(N)    123 56 23.23600(W) AD(       ) 3
 RD1890
 RD1890.Superseded values are not recommended for survey control.
 RD1890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1890.See file dsdata.txt to determine how the superseded data were derived.
 RD1890
 RD1890_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR2604801814(NAD 83)
 RD1890
 RD1890  HISTORY     - Date     Condition        Report By
 RD1890  HISTORY     - 1883     MONUMENTED       CGS
 RD1890
 RD1890                          STATION DESCRIPTION
 RD1890
 RD1890'DESCRIBED BY COAST AND GEODETIC SURVEY 1883 (CR)
 RD1890'STATION IS NEAR THE MOUTH AND ON THE N SIDE OF LITTLE NESTUGGA
 RD1890'RIVER, ABOUT 330 METERS FROM THE END OF A SMALL PENINSULA AND 35
 RD1890'METERS FROM THE RIVER SHORE.
 RD1890'
 RD1890'THE STATION IS MARKED BY A COPPER TACK IN THE TOP OF A CEDAR
 RD1890'POST 2 FEET LONG AND 6 INCHES SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1108 ***********************************************************************
 OA1108  DESIGNATION -  GOOSE
 OA1108  PID         -  OA1108
 OA1108  STATE/COUNTY-  OR/LANE
 OA1108  USGS QUAD   -  GOOSE PASTURE (1984)
 OA1108
 OA1108                         *CURRENT SURVEY CONTROL
 OA1108  ___________________________________________________________________
 OA1108* NAD 83(1991)-  43 54 14.51622(N)    124 09 03.43455(W)     ADJUSTED  
 OA1108* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 OA1108  ___________________________________________________________________
 OA1108  LAPLACE CORR-          13.42  (seconds)                    DEFLEC99
 OA1108  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 OA1108  HORZ ORDER  -  THIRD
 OA1108
 OA1108.The horizontal coordinates were established by classical geodetic methods
 OA1108.and adjusted by the National Geodetic Survey in October 1991.
 OA1108
 OA1108.The orthometric height was scaled from a topographic map.
 OA1108
 OA1108.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1108
 OA1108.The geoid height was determined by GEOID03.
 OA1108
 OA1108;                    North         East     Units Scale Factor Converg.
 OA1108;SPC OR S     -   254,932.725 1,206,798.918   MT  0.99997703   -2 29 52.0
 OA1108;SPC OR S     -   836,393.45  3,959,314.04   iFT  0.99997703   -2 29 52.0
 OA1108;UTM  10      - 4,861,857.798   407,574.428   MT  0.99970507   -0 47 53.5
 OA1108
 OA1108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1108!SPC OR S     -   1.00000346  x   0.99997703  =   0.99998049
 OA1108!UTM  10      -   1.00000346  x   0.99970507  =   0.99970853
 OA1108
 OA1108|---------------------------------------------------------------------|
 OA1108| PID    Reference Object                     Distance      Geod. Az  |
 OA1108|                                                           dddmmss.s |
 OA1108| CE1528 GOOSE RM 1                          119.200 METERS 00227     |
 OA1108| OA1112 DUCK                                APPROX. 3.1 KM 0071449.5 |
 OA1108| CE1529 GOOSE RM 2                           84.650 METERS 15403     |
 OA1108|---------------------------------------------------------------------|
 OA1108
 OA1108                          SUPERSEDED SURVEY CONTROL
 OA1108
 OA1108  NAD 83(1986)-  43 54 14.52289(N)    124 09 03.48617(W) AD(       ) 3
 OA1108  NAD 27      -  43 54 15.08100(N)    124 08 59.04200(W) AD(       ) 3
 OA1108
 OA1108.Superseded values are not recommended for survey control.
 OA1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1108.See file dsdata.txt to determine how the superseded data were derived.
 OA1108
 OA1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP0757461858(NAD 83)
 OA1108_MARKER: Z = SEE DESCRIPTION
 OA1108_SETTING: 0 = UNSPECIFIED SETTING
 OA1108
 OA1108  HISTORY     - Date     Condition        Report By
 OA1108  HISTORY     - 1928     MONUMENTED       CGS
 OA1108
 OA1108                          STATION DESCRIPTION
 OA1108
 OA1108'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (GLB)
 OA1108'THIS TRAVERSE STATION IS LOCATED ABOUT 8 MILES S OF THE MOUTH OF
 OA1108'THE SIUSLAW RIVER, AND ABOUT 50 METERS IN FROM THE ORDINARY
 OA1108'HIGH-WATER LINE.  THE STATION IS ON TOP OF A LONE GRASS-COVERED
 OA1108'SAND DUNE.  THERE ARE NO DUNES S OF THIS ONE FOR A DISTANCE OF
 OA1108'ABOUT 2 MILES.  ABOUT 1 MILE E BY N FROM THE STATION THERE IS A
 OA1108'LARGE CLUMP OF TREES ON A SAND DUNE.
 OA1108'
 OA1108'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 OA1108'CONCRETE AT THE CENTER OF THE TOP OF TILES.
 OA1108'
 OA1108'UNDERGROUND MARK IS A STANDARD BRONZE DISK SET IN CONCRETE, AS
 OA1108'DESCRIBED IN NOTE 7A.
 OA1108'
 OA1108'WITNESS STAKES WERE SET AS FOLLOWS, DISTANCES AND DIRECTIONS
 OA1108'BEING ESTIMATED--3-1/2 METERS NW OF STATION MARK.  1-1/2 METERS
 OA1108'NW OF REFERENCE MARK NO.1 AND 3/4 METER SE OF REFERENCE MARK NO.2.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2123 ***********************************************************************
 QE2123  DESIGNATION -  GOOSE
 QE2123  PID         -  QE2123
 QE2123  STATE/COUNTY-  OR/POLK
 QE2123  USGS QUAD   -  SOCIALIST VALLEY (1973)
 QE2123
 QE2123                         *CURRENT SURVEY CONTROL
 QE2123  ___________________________________________________________________
 QE2123* NAD 83(1991)-  44 58 56.98847(N)    123 28 58.07580(W)     ADJUSTED  
 QE2123* NAVD 88     -       673.7    (meters)    2210.     (feet)  VERTCON   
 QE2123  ___________________________________________________________________
 QE2123  LAPLACE CORR-          -6.36  (seconds)                    DEFLEC99
 QE2123  GEOID HEIGHT-         -21.36  (meters)                     GEOID03
 QE2123  HORZ ORDER  -  FIRST
 QE2123
 QE2123.The horizontal coordinates were established by classical geodetic methods
 QE2123.and adjusted by the National Geodetic Survey in October 1991.
 QE2123
 QE2123.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE2123.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE2123
 QE2123.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2123
 QE2123.The geoid height was determined by GEOID03.
 QE2123
 QE2123;                    North         East     Units Scale Factor Converg.
 QE2123;SPC OR N     -   150,558.551 2,264,821.158   MT  0.99989984   -2 06 55.3
 QE2123;SPC OR N     -   493,958.50  7,430,515.61   iFT  0.99989984   -2 06 55.3
 QE2123;UTM  10      - 4,981,119.384   461,936.482   MT  0.99961781   -0 20 28.6
 QE2123
 QE2123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2123!SPC OR N     -   0.99989774  x   0.99989984  =   0.99979759
 QE2123!UTM  10      -   0.99989774  x   0.99961781  =   0.99951559
 QE2123
 QE2123:                Primary Azimuth Mark                     Grid Az
 QE2123:SPC OR N     -  GOOSE RM 3 AZIMUTH                       066 26 13.1
 QE2123:UTM  10      -  GOOSE RM 3 AZIMUTH                       064 39 46.4
 QE2123
 QE2123|---------------------------------------------------------------------|
 QE2123| PID    Reference Object                     Distance      Geod. Az  |
 QE2123|                                                           dddmmss.s |
 QE2123| CE1532 GOOSE RM 3 AZIMUTH                                 0641917.8 |
 QE2123| CE1530 GOOSE RM 1                            8.794 METERS 08732     |
 QE2123| CE1531 GOOSE RM 2                            9.277 METERS 18029     |
 QE2123|---------------------------------------------------------------------|
 QE2123
 QE2123                          SUPERSEDED SURVEY CONTROL
 QE2123
 QE2123  NAD 83(1986)-  44 58 57.01569(N)    123 28 58.09138(W) AD(       ) 1
 QE2123  NAD 27      -  44 58 57.59847(N)    123 28 53.70315(W) AD(       ) 1
 QE2123  NGVD 29 (07/19/86)  672.6    (m)         2207.     (f) VERT ANG    3  
 QE2123
 QE2123.Superseded values are not recommended for survey control.
 QE2123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2123.See file dsdata.txt to determine how the superseded data were derived.
 QE2123
 QE2123_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ6193681119(NAD 83)
 QE2123_MARKER: DS = TRIANGULATION STATION DISK
 QE2123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE2123_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QE2123
 QE2123  HISTORY     - Date     Condition        Report By
 QE2123  HISTORY     - 1972     MONUMENTED       NGS
 QE2123
 QE2123                          STATION DESCRIPTION
 QE2123
 QE2123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LDF)
 QE2123'LOCATED 9 MILES NORTHWEST OF DALLAS, 6-1/2 MILES SOUTH OF
 QE2123'WILLEMINA, 4 MILES SOUTHWEST OF BUELL, ON MILL CREEK RIDGE AND IN
 QE2123'THE NORTHEAST QUARTER OF SECTION 12,R-7-W,T-7-S.
 QE2123'
 QE2123'TO REACH FROM THE STORE IN BUELL, GO WEST ON STATE HIGHWAY 22 FOR
 QE2123'0.1 MILE TO GOOSE CREEK ROAD, TURN LEFT ON GOOSE CREEK ROAD FOR
 QE2123'2.65 MILES TO FORK, KEEP LEFT FORK FOR 0.45 MILE TO A 3 WAY FORK,
 QE2123'KEEP CENTER FORK FOR 1.9 MILE TO REFERENCE MARK 3 ON THE
 QE2123'LEFT.  CONTINUE STRAIGHT AHEAD FOR 0.1 MILE TO A FORK, TURN RIGHT
 QE2123'FOR 0.3 MILE TO A FORK, KEEP RIGHT FORK ON TRACK ROAD FOR 0.05
 QE2123'MILE TO SIDE ROAD RIGHT, TURN RIGHT UP STEEP HILL FOR 0.2 MILE
 QE2123'TO STATION ON THE RIGHT.
 QE2123'
 QE2123'STATION MARKS ARE STANDARD DISKS STAMPED GOOSE 1972.  THE SURFACE
 QE2123'DISK IS SET IN THE TOP OF A 12-INCH CYLIDRICAL CONCRETE MONUMENT
 QE2123'THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 14-1/2
 QE2123'FEET NORTHWEST OF 3 FOOT STUMP WITH TRIANGLE BLAZE ON IT, 8 FEET
 QE2123'SOUTHEAST OF A 4 FOOT STUMP, 5 FEET EAST OF A METAL WITNESS POST
 QE2123'AND ON THE TOP OF A CUT BANK 30 FEET ABOVE THE ROAD.
 QE2123'
 QE2123'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 QE2123'THAT IS 42 INCHES BELOW THE GROUND SURFACE.
 QE2123'
 QE2123'REFERENCE MARK 1, IS A STANDARD DISK STAMPED GOOSE NO 1 1972 SET
 QE2123'IN DRILL HOLE IN A 4 X 4 FOOT ROCK OUT CROP.  IT IS 30 FEET
 QE2123'NORTH-NORTHEAST OF 3 FOOT STUMP WITH TRIANGLE BLAZE ON IT, 25-1/2
 QE2123'FEET NORTH EAST OF A METAL WITNESS POST, 10 FEET LOWER THAN THE
 QE2123'STATION AND PROJECTS 1 FOOT ABOVE THE GROUND SURFACE.
 QE2123'
 QE2123'REFERENCE MARK 2, IS A STANDARD DISK STAMPED GOOSE NO 2 1972,
 QE2123'SET IN A DRILL HOLE IN A 12 X 18 INCH ROCK OUT CROP THAT IS FLUSH
 QE2123'WITH THE GROUND SURFACE.  IT IS 29 FEET SOUTH OF THE METAL WITNESS
 QE2123'POST, 18 FEET SOUTH OF 3 FOOT STUMP WITH BLAZE AND 2 FEET LOWER
 QE2123'THAN THE STATION.
 QE2123'
 QE2123'REFERENCE MARK 3, IS A STANDARD DISK STAMPED GOOSE NO 3 1972, IT
 QE2123'IS SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT
 QE2123'PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS AT THE EAST END
 QE2123'OF A CURVE ON THE NORTH SIDE OF THE ROAD, 20 FEET NORTH OF THE
 QE2123'APPROXIMATE CENTER OF THE ROAD, AND 1.9 FOOT EAST OF A METAL
 QE2123'WITNESS POST.
 QE2123'
 QE2123'NOTE--NO MEASUREMENT BETWEEN RMS DUE TO OBSTRUCTIONS ON THE LINE.
 QE2123'
 QE2123'HEIGHT OF LIGHT ABOVE STATION MARK 2.6 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0788 ***********************************************************************
 NY0788  DESIGNATION -  GOOSE LAKE
 NY0788  PID         -  NY0788
 NY0788  STATE/COUNTY-  OR/LAKE
 NY0788  USGS QUAD   -  LAKEVIEW NW (1964)
 NY0788
 NY0788                         *CURRENT SURVEY CONTROL
 NY0788  ___________________________________________________________________
 NY0788* NAD 83(1991)-  42 09 16.48776(N)    120 24 21.50577(W)     ADJUSTED  
 NY0788* NAVD 88     -      1438.8    (meters)    4720.     (feet)  VERTCON   
 NY0788  ___________________________________________________________________
 NY0788  LAPLACE CORR-           5.57  (seconds)                    DEFLEC99
 NY0788  GEOID HEIGHT-         -21.25  (meters)                     GEOID03
 NY0788  HORZ ORDER  -  THIRD
 NY0788
 NY0788.The horizontal coordinates were established by classical geodetic methods
 NY0788.and adjusted by the National Geodetic Survey in October 1991.
 NY0788
 NY0788.The NAVD 88 height was computed by applying the VERTCON shift value to
 NY0788.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NY0788
 NY0788.The Laplace correction was computed from DEFLEC99 derived deflections.
 NY0788
 NY0788.The geoid height was determined by GEOID03.
 NY0788
 NY0788;                    North         East     Units Scale Factor Converg.
 NY0788;SPC OR S     -    54,205.021 1,507,771.643   MT  1.00004979   +0 03 51.6
 NY0788;SPC OR S     -   177,838.00  4,946,757.36   iFT  1.00004979   +0 03 51.6
 NY0788;UTM  10      - 4,670,196.496   714,317.742   MT  1.00016520   +1 44 29.8
 NY0788
 NY0788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NY0788!SPC OR S     -   0.99977772  x   1.00004979  =   0.99982750
 NY0788!UTM  10      -   0.99977772  x   1.00016520  =   0.99994288
 NY0788
 NY0788|---------------------------------------------------------------------|
 NY0788| PID    Reference Object                     Distance      Geod. Az  |
 NY0788|                                                           dddmmss.s |
 NY0788| CD6639 GOOSE LAKE RM 1                      26.055 METERS 01800     |
 NY0788| AH4509 GOOSE LAKE RM 2                      12.640 METERS 10617     |
 NY0788| CD6638 GOOSE LAKE AZ MK                                   2220354.1 |
 NY0788|---------------------------------------------------------------------|
 NY0788
 NY0788                          SUPERSEDED SURVEY CONTROL
 NY0788
 NY0788  NAD 83(1986)-  42 09 16.49001(N)    120 24 21.50565(W) AD(       ) 3
 NY0788  NAD 27      -  42 09 16.91300(N)    120 24 17.65200(W) AD(       ) 3
 NY0788  NGVD 29 (07/19/86) 1437.6    (m)         4717.     (f) VERT ANG    3  
 NY0788
 NY0788.Superseded values are not recommended for survey control.
 NY0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0788.See file dsdata.txt to determine how the superseded data were derived.
 NY0788
 NY0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGM1431870196(NAD 83)
 NY0788_MARKER: Z = SEE DESCRIPTION
 NY0788_SETTING: 0 = UNSPECIFIED SETTING
 NY0788
 NY0788  HISTORY     - Date     Condition        Report By
 NY0788  HISTORY     - 1948     MONUMENTED       CGS
 NY0788  HISTORY     - 1975     SEE DESCRIPTION  NGS
 NY0788  HISTORY     - 19960902 MARK NOT FOUND   CHANCE
 NY0788
 NY0788                          STATION DESCRIPTION
 NY0788
 NY0788'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (GLS)
 NY0788'STATION IS LOCATED NEAR THE SOUTHWEST CORNER OF THE CONCRETE
 NY0788'PARKING AREA, DIRECTLY WEST OF THE HANGAR AT GOOSE LAKE
 NY0788'AIRPORT.  ABOUT 3-1/4 MILES SOUTH WEST OF LAKEVIEW AND ON PROPERTY
 NY0788'OF THE CITY.
 NY0788'
 NY0788'STATION IS MARKED BY A STANDARD DISK SET FLUSH IN THE CONCRETE
 NY0788'PARKING AREA DIRECTLY BEHIND AND WEST OF THE HANGAR.  1.080 METERS
 NY0788'NORTH OF THE SOUTH EDGE, 1.58 METERS EAST OF THE WEST EDGE OF THE
 NY0788'CONCRETE AREA.  IT IS STAMPED GOOSE LAKE 1948.
 NY0788'
 NY0788'REFERENCE MARK NO. 1 IS A STANDARD DISK SET NEAR THE NORTH WEST
 NY0788'CORNER OF THE PARKING AREA, 48.1 FEET WEST OF THE NORTH WEST
 NY0788'CORNER OF THE HANGAR, 2 FEET EAST OF THE WEST EDGE OF CONCRETE
 NY0788'AREA.  IT IS STAMPED GOOSE LAKE NO 1 1948.
 NY0788'
 NY0788'REFERENCE MARK NO. 2 IS A STANDARD DISK SET FLUSH IN CONCRETE
 NY0788'AREA, 1 FOOT WEST OF WEST WALL OF HANGAR, AND 6.4 FEET NORTH OF
 NY0788'SOUTH EDGE OF CONCRETE PARKING AREA.  IT IS STAMPED GOOSE LAKE
 NY0788'NO 2 1948.
 NY0788'
 NY0788'THE AZIMUTH MARK IS APPROX. 1/2 MILE SOUTH WEST OF THE STATION
 NY0788'IN THE AREA FORMERLY USED BY THE NAVY AS A RANGE FINDER STATION,
 NY0788'IT IS 3 FEET EAST OF THE POWER POLE, WHICH IS 90 FEET DIRECTLY
 NY0788'NORTH OF CENTER OF BUILDING.  IT IS STAMPED GOOSE LAKE 1948.
 NY0788'
 NY0788'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 395 AND
 NY0788'STATE HIGHWAY 66, IN LAKEVIEW, GO WEST ON STATE HIGHWAY 66 ABOUT
 NY0788'2-1/2 MILES TO ROAD LEFT AND SIGN AIRPORT TURN LEFT ON GRAVEL
 NY0788'ROAD, FOLLOWING SAME TO THE GOOSE LAKE AIRPORT AND STATION SITE
 NY0788'DIRECTLY BEHIND HANGAR.
 NY0788'
 NY0788'THE AZIMUTH MARK IS REACHED BY GOING SOUTH FROM THE HANGAR, ON
 NY0788'THE ENTRANCE ROAD, FOR .3 MILE, THENCE RIGHT FOR .3 MILE TO RANGE
 NY0788'FINDER STATION AND MARK TO THE NORTH OF THE MAIN BUILDING.
 NY0788
 NY0788                          STATION RECOVERY (1975)
 NY0788
 NY0788'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 NY0788'THE AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE
 NY0788'AREA WHERE THE STATION WAS HAS BEEN COVERED WITH A MACADAM
 NY0788'OVERLAY.  A HOLE WAS CUT THRU THE MACADAM, AND REFERENCE MARK
 NY0788'NO. 2 WAS RECOVERED IN GOOD CONDITION.  A HOLE WAS CUT THRU THE
 NY0788'MACADAM TO REFERENCE MARK NO. 1, AND IT WAS FOUND 6-INCHES BELOW
 NY0788'THE MACADAM, THE DISK HAD BEEN HIT, AND THE ARROW NOW POINTS
 NY0788'AWAY FROM THE STATION.  THE DISK WAS NOT REMOVED.  A HOLE WAS
 NY0788'CUT THRU AT THE STATION LOCATION.  THE STATION MARK WAS NOT
 NY0788'RECOVERED.  THERE WAS NO UNDERGROUND MARK ESTABLISHED
 NY0788'FOR THIS STATION.  THE HOLES CUT FOR THE STATION MARK, AND
 NY0788'REFERENCE MARK NO. 1 WERE PATCHED WITH CONCRETE READY MIX.
 NY0788'REFERENCE MARK NO. 2 WAS LEFT EXPOSED, WITH THE PERMISSION OF
 NY0788'THE AIRPORT MANAGER, MR. BUSWELL.
 NY0788'
 NY0788'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NY0788'3-1/2 MILES SOUTHWEST OF LAKEVIEW.
 NY0788
 NY0788                          STATION RECOVERY (1996)
 NY0788
 NY0788'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 NY0788'THE STATION WAS NOT RECOVERED SEPT 2, 1996.  THE AREA WHERE THE
 NY0788'STATION IS LOCATED HAS BEEN PAVED OVER AND MONUMENT IS ASSUMED BURIED
 NY0788'OR DESTROYED.  RM 2 WAS RECOVERED AS DESCRIBED AND A PATCH IN THE
 NY0788'PAVEMENT WAS FOUND WHERE RM 1 SHOULD HAVE BEEN.  MONUMENT SEARCH
 NY0788'LASTED 0.5 MAN-HOURS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2627 ***********************************************************************
 RC2627  DESIGNATION -  GORDON
 RC2627  PID         -  RC2627
 RC2627  STATE/COUNTY-  OR/SHERMAN
 RC2627  USGS QUAD   -  LOCUST GROVE (1974)
 RC2627
 RC2627                         *CURRENT SURVEY CONTROL
 RC2627  ___________________________________________________________________
 RC2627* NAD 83(2007)-  45 30 56.82051(N)    120 46 44.53107(W)     ADJUSTED  
 RC2627* NAVD 88     -       730.0    (meters)    2395.     (feet)  VERTCON   
 RC2627  ___________________________________________________________________
 RC2627  EPOCH DATE  -        2007.00
 RC2627  X           -  -2,291,199.286 (meters)                     COMP
 RC2627  Y           -  -3,846,721.897 (meters)                     COMP
 RC2627  Z           -   4,528,204.152 (meters)                     COMP
 RC2627  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 RC2627  ELLIP HEIGHT-         708.650 (meters)          (02/10/07) ADJUSTED
 RC2627  GEOID HEIGHT-         -21.24  (meters)                     GEOID03
 RC2627
 RC2627  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 RC2627  Type    PID    Designation                      North   East  Ellip
 RC2627  -------------------------------------------------------------------
 RC2627  NETWORK RC2627 GORDON                            1.02   1.39   4.29
 RC2627  -------------------------------------------------------------------
 RC2627
 RC2627.The horizontal coordinates were established by GPS observations
 RC2627.and adjusted by the National Geodetic Survey in February 2007.
 RC2627
 RC2627.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 RC2627.See www.ngs.noaa.gov/NationalReadjustment for more information.
 RC2627.The horizontal coordinates are valid at the epoch date displayed above.
 RC2627.The epoch date for horizontal control is a decimal equivalence
 RC2627.of Year/Month/Day.
 RC2627
 RC2627.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC2627.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC2627
 RC2627.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RC2627
 RC2627.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2627
 RC2627.The ellipsoidal height was determined by GPS observations
 RC2627.and is referenced to NAD 83.
 RC2627
 RC2627.The geoid height was determined by GEOID03.
 RC2627
 RC2627;                    North         East     Units Scale Factor Converg.
 RC2627;SPC OR N     -   205,516.023 2,478,199.091   MT  0.99991290   -0 11 52.4
 RC2627;SPC OR N     -   674,265.17  8,130,574.45   iFT  0.99991290   -0 11 52.4
 RC2627;UTM  10      - 5,042,649.253   673,467.571   MT  0.99996997   +1 35 05.7
 RC2627
 RC2627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2627!SPC OR N     -   0.99988891  x   0.99991290  =   0.99980182
 RC2627!UTM  10      -   0.99988891  x   0.99996997  =   0.99985889
 RC2627
 RC2627|---------------------------------------------------------------------|
 RC2627| PID    Reference Object                     Distance      Geod. Az  |
 RC2627|                                                           dddmmss.s |
 RC2627| CF5345 GORDON RM 1                          17.720 METERS 01832     |
 RC2627| CF5346 GORDON RM 2                          11.825 METERS 25604     |
 RC2627| CF4560 PT OF INT E W BASE/W BOUNDARY                      26954     |
 RC2627| CF5344 GORDON AZ MK 2                                     3305504.5 |
 RC2627| CF5343 GORDON AZ MK                                       3383754.7 |
 RC2627|---------------------------------------------------------------------|
 RC2627
 RC2627                          SUPERSEDED SURVEY CONTROL
 RC2627
 RC2627  NAD 83(1998)-  45 30 56.81896(N)    120 46 44.53042(W) AD(       ) 1
 RC2627  ELLIP H (06/26/02)  708.640  (m)                       GP(       ) 4 1
 RC2627  NAD 83(1991)-  45 30 56.81649(N)    120 46 44.53062(W) AD(       ) 1
 RC2627  ELLIP H (10/15/91)  708.780  (m)                       GP(       ) 4 1
 RC2627  NAD 83(1986)-  45 30 56.82823(N)    120 46 44.52583(W) AD(       ) 1
 RC2627  NAD 27      -  45 30 57.37900(N)    120 46 40.31300(W) AD(       ) 1
 RC2627  NGVD 29 (07/19/86)  729.0    (m)         2392.     (f) VERT ANG    3  
 RC2627
 RC2627.Superseded values are not recommended for survey control.
 RC2627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2627.See file dsdata.txt to determine how the superseded data were derived.
 RC2627
 RC2627_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR7346842649(NAD 83)
 RC2627_MARKER: DD = SURVEY DISK
 RC2627_SETTING: 80 = SET IN A BOULDER
 RC2627_SP_SET: SET IN DRILL HOLE IN A BOULDER
 RC2627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC2627+STABILITY: SURFACE MOTION
 RC2627_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RC2627+SATELLITE: SATELLITE OBSERVATIONS - 1987
 RC2627
 RC2627  HISTORY     - Date     Condition        Report By
 RC2627  HISTORY     - 1946     MONUMENTED       CGS
 RC2627  HISTORY     - 1969     SEE DESCRIPTION  CGS
 RC2627  HISTORY     - 1972     SEE DESCRIPTION  NGS
 RC2627  HISTORY     - 1987     GOOD             USFS
 RC2627  HISTORY     - 1987     GOOD             USPSQD
 RC2627
 RC2627                          STATION DESCRIPTION
 RC2627
 RC2627'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 RC2627'LOCATED ABOUT 3.5 MILES, AIRLINE, NORTHWEST OF MORO AT THE SOUTH
 RC2627'END OF WHAT IS LOCALLY KNOWN AS GORDON RIDGE.  IT IS THE HIGHEST
 RC2627'POINT IN THE VICINITY.  IT IS A USGS TRIANGULATION DISK, STAMPED
 RC2627'GORDON 1931, SET IN A DRILL HOLE IN A BOULDER PROJECTING 6 INCHES.
 RC2627'
 RC2627'REFERENCE MARK NO. 1 IS THE SAME ELEVATION AS THE STATION.  IT IS A
 RC2627'STANDARD DISK, STAMPED GORDON NO 1 USGS 1946, PROJECTING 11 INCHES.
 RC2627'
 RC2627'REFERENCE MARK NO 2 IS THE SAME ELEVATION AS THE STATION.  IT IS
 RC2627'USGS REFERENCE MARK DISK SET IN A DRILL HOLE IN A BURIED BOULDER
 RC2627'PROJECTING 2 INCHES.  THERE IS NO STAMPING ON THE DISK.
 RC2627'
 RC2627'AZIMUTH MARK IS ON A LOW ROUNDED HILL NORTHWEST OF THE STATION,
 RC2627'0.4 MILE SOUTHEAST OF THE GATE WHERE TRACK ROAD LEAVES MAIN ROAD
 RC2627'AND 66 FEET WEST OF TRACK ROAD.  IT IS A STANDARD DISK, STAMPED
 RC2627'GORDON USGS 1946, SET IN A DRILL HOLE IN A BOULDER PROJECTING 6
 RC2627'INCHES.
 RC2627'
 RC2627'REACHED FROM FOSS AND COMPANY GARAGE IN THE NORTHEAST EDGE OF
 RC2627'MORO, BY GOING NORTH AND WEST ON THE GRAVEL ROAD LEADING TO
 RC2627'MILLER FOR 0.6 MILE TO A FORK.  TAKE RIGHT FORK AND GO 2.3 MILES TO
 RC2627'A CROSS ROAD.  TURN LEFT AND GO 0.5 MILE TO A FORK, TAKE RIGHT
 RC2627'FORK, AS PER SIGN MILLER 13, AND GO 1.5 MILES TO A GATE ON THE
 RC2627'LEFT.  TURN LEFT, PASSING THRU GATE, AND FOLLOW OLD TRACK ROAD
 RC2627'FOR 0.3 MILE TO THE AZIMUTH ON THE RIGHT.  CONTINUE ON TRACK
 RC2627'ROAD, UP GRADE, FOR 0.5 MILE TO THE STATION ON THE RIGHT AS
 RC2627'DESCRIBED.
 RC2627
 RC2627                          STATION RECOVERY (1969)
 RC2627
 RC2627'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (NET)
 RC2627'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 RC2627'WERE RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED
 RC2627'FOR BUT NOT RECOVERED.  LANDMARKS HAVE CHANGED.  A NEW AND
 RC2627'COMPLETE DESCRIPTION FOLLOWS.
 RC2627'
 RC2627'THE STATION IS 3-1/2 MILES NORTHWEST OF MORO, NEAR THE SOUTH
 RC2627'END OF GORDON RIDGE, ON LAND OWNED BY THE B.P.A.
 RC2627'
 RC2627'TO REACH THE STATION FROM THE CROSS STREET, JUST EAST OF THE MORO
 RC2627'POST OFFICE, GO NORTH ON U.S. HIGHWAY 97 FOR 1 BLOCK TO FOURTH
 RC2627'STREET, TURN LEFT AND GO WEST ON FOURTH STREET AND THE MACADAM
 RC2627'ROAD FOR 0.7 MILE TO THE END OF THE MACADAM, AT A FORK, JUST
 RC2627'NORTHWEST OF A CEMETERY, TAKE THE RIGHT FORK AND GO NORTHWEST FOR
 RC2627'2.4 MILES TO A CROSSROAD, TURN LEFT AND GO WEST, TOWARD THE
 RC2627'B.P.A. SUB-STATION FOR 1.0 MILE TO THE SUB-STATION AND THE
 RC2627'TRIANGULATION STATION ON THE LEFT.
 RC2627'
 RC2627'THE STATION MARK, STAMPED GORDON 1931, IS A U.S.G.S. TRIANGULATION
 RC2627'STATION DISK CEMENTED IN A DRILL HOLE IN A 1 BY 1 FOOT BOULDER
 RC2627'THAT PROJECTS 4 INCHES.  IT IS 230 FEET EAST OF A TELEPHONE
 RC2627'INSTALLATION, 110 FEET SOUTH OF THE CENTER OF THE ROAD, 105 FEET
 RC2627'SOUTHWEST OF THE NORTHWEST CORNER OF THE FENCE AROUND THE
 RC2627'SUB-STATION, 100 FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE
 RC2627'FENCE AROUND THE SUB-STATION, 30 FEET SOUTH OF THE CENTER OF
 RC2627'THE DRIVEWAY TO THE SUB-STATION AND 1 FOOT WEST OF A METAL
 RC2627'WITNESS POST.
 RC2627'
 RC2627'REFERENCE MARK NO. 1, STAMPED GORDON USGS NO 1 1946, IS A
 RC2627'STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT
 RC2627'PROJECTS 6 INCHES, 68 FEET WEST OF THE NORTHWEST CORNER OF THE
 RC2627'FENCE AROUND THE SUB-STATION, 55 FEET SOUTH OF THE CENTER OF THE
 RC2627'ROAD, 28 FEET NORTH OF THE CENTER OF THE DRIVEWAY TO THE
 RC2627'SUB-STATION AND 1 FOOT EAST OF A METAL WITNESS POST.  (NOTE 11A)
 RC2627'
 RC2627'REFERENCE MARK NO. 2, A U.S.G.S. REFERENCE MARK DISK THAT IS NOT
 RC2627'STAMPED, IS CEMENTED IN A DRILL HOLE IN A 1 BY 1 FOOT BOULDER THAT
 RC2627'PROJECTS 4 INCHES, 50 FEET SOUTH OF THE CENTER OF THE DRIVEWAY
 RC2627'AND 40 FEET SOUTHWEST OF THE METAL WITNESS POST.
 RC2627
 RC2627                          STATION RECOVERY (1972)
 RC2627
 RC2627'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 RC2627'THE STATION MARK, AND BOTH REFERENCE MARKS WERE RECOVERED IN
 RC2627'GOOD CONDITION.  THE AZIMUTH MARK HAD BEEN DESTROYED.  A NEW
 RC2627'AZIMUTH MARK WAS ESTABLISHED.  A DIFFERENCE IN THE HORIZONTAL
 RC2627'ANGLE BETWEEN THE REFERENCE MARKS WAS FOUND.  A NEW AND COMPLETE
 RC2627'DESCRIPTION FOLLOWS.
 RC2627'
 RC2627'THE STATION IS 4 MILES NORTHWEST OF MORO, ON A PROMINENT
 RC2627'SUMMIT THAT HAS NO TREES.  A TELEPHONE FACILITY, AND A
 RC2627'B.P.A. FACILITY OCCUPY THE SAME SUMMIT.
 RC2627'
 RC2627'TO REACH THE STATION FROM THE MORO POST OFFICE GO WEST FOR 0.05
 RC2627'MILE TO A CROSS STREET, TURN RIGHT, AND GO NORTH FOR 1 BLOCK
 RC2627'TO A CROSS STREET, TURN LEFT, AND GO NORTHWEST, AND WEST ON THE
 RC2627'MACADAM ROAD FOR 0.6 MILE TO A FORK, TAKE THE RIGHT FORK, MACADAM,
 RC2627'ROAD, AND GO NORTHWEST FOR 2.4 MILES TO A CROSSROAD, AND SIGN
 RC2627'B.P.A. SUB. STA., TURN LEFT AS PER SIGN, AND GO WEST ON THE
 RC2627'GRAVELED ROAD, PARALLELING THE POWER LINE, FOR 1.1 MILES TO THE
 RC2627'STATION ON THE LEFT.
 RC2627'
 RC2627'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTHWEST ON THE
 RC2627'GRAVELED ROAD FOR 0.55 MILE TO THE AZIMUTH MARK ON THE LEFT.
 RC2627'
 RC2627'THE STATION MARK, STAMPED GORDON 1931, IS A U.S. GEOLOGICAL
 RC2627'SURVEY DISK CEMENTED IN A DRILL HOLE IN A 1 BY 1 FOOT BOULDER
 RC2627'THAT PROJECTS 5 INCHES, 106 FEET SOUTH OF THE CENTER OF THE
 RC2627'GRAVELED ROAD, 105 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE
 RC2627'FENCE AROUND THE B.P.A. FACILITY, 100 FEET NORTHWEST OF THE
 RC2627'SOUTHWEST CORNER OF THE FENCE AROUND THE B.P.A. FACILITY, 33
 RC2627'FEET SOUTH OF THE CENTER OF THE DRIVEWAY TO THE B.P.A. FACILITY,
 RC2627'AND 1 FOOT WEST OF A METAL WITNESS POST.
 RC2627'
 RC2627'REFERENCE MARK NO. 1, STAMPED GORDON NO 1 USGS 1946, IS A
 RC2627'STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT
 RC2627'PROJECTS 6 INCHES, 68 FEET WEST OF THE NORTHWEST CORNER OF THE
 RC2627'FENCE, 54 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD, 28 FEET
 RC2627'NORTH OF THE CENTER OF THE DRIVEWAY, AND 1 FOOT SOUTH OF A METAL
 RC2627'WITNESS POST.  (NOTE 11A)
 RC2627'
 RC2627'REFERENCE MARK NO. 2, IS AN UNSTAMPED U.S.G.S. REFERENCE MARK
 RC2627'DISK CEMENTED IN A DRILL HOLE IN A 1 BY 1 FOOT BOULDER THAT
 RC2627'PROJECTS 6 INCHES, 102 FEET NORTH OF A POWER POLE, AND 51 FEET
 RC2627'SOUTH OF THE CENTER OF THE DRIVEWAY.
 RC2627'
 RC2627'DISTANCE BETWEEN R.M. NO. 1, AND R.M. NO. 2 IS 85.50 FEET OR
 RC2627'26.060 METERS.
 RC2627'
 RC2627'THE B.P.A. MARK, STAMPED PT. OF INTERSECTION E W BASE AND WEST
 RC2627'BDY., IS A BONNEVILLE POWER ADMINISTRATION DISK WELDED TO A 2-INCH
 RC2627'PIPE THAT PROJECTS 2 INCHES, 140 FEET NORTHEAST OF A POWER POLE
 RC2627'WITH A TRANSFORMER, 120 FEET EAST-SOUTHEAST OF THE NORTHEAST
 RC2627'CORNER OF THE FENCE AROUND THE TELEPHONE FACILITY, AND 96 FEET
 RC2627'SOUTH OF THE CENTER OF THE GRAVELED ROAD.
 RC2627'
 RC2627'THE AZIMUTH MARK, STAMPED GORDON USGS 1946 1972, IS A STANDARD
 RC2627'DISK CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS 2 FEET,
 RC2627'125 FEET SOUTHWEST OF THE CENTER OF THE GRAVELED ROAD, 90 FEET
 RC2627'NORTHWEST OF POWER POLE NO. 20/3, AND 2 FEET EAST OF A CAIRN.
 RC2627'
 RC2627'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RC2627'4 MILES NORTHWEST OF MORO.
 RC2627
 RC2627                          STATION RECOVERY (1987)
 RC2627
 RC2627'RECOVERY NOTE BY US FOREST SERVICE 1987 (KC)
 RC2627'THE STATION MARK, RM 1, RM2 AND THE AZIMUTH MARK WERE ALL RECOVERED IN
 RC2627'GOOD CONDITION.  THE STATION IS LOCATED ON GORDON RIDGE ABOUT 19 MILES
 RC2627'EAST SOUTHEAST OF THE DALLES AND 11 MILES SOUTH OF BIGGS JUNCTION ON
 RC2627'THE RIDGE CREST NEAR A LARGE MICROWAVE TOWER ON LAND OWNED BY THE
 RC2627'BONNEVILLE POWER ADMINISTRATION (WASCO RADIO STATION).  THE DISTANCES
 RC2627'TO THE REFERENCE MARKS WERE VERIFIED.
 RC2627'
 RC2627'TO REACH THE STATION FROM EXIT 97 OF INTERSTATE 84, EXIT THE FREEWAY
 RC2627'TURN SOUTH THEN IMMEDIATELY EAST ONTO STATE HIGHWAY 206 WHICH
 RC2627'PARALLELS THE FREEWAY.  GO 4.8 MILES EASTERLY AND TURN RIGHT ON
 RC2627'FULTON CANYON ROAD.  GO 2.3 MILES TO THE TOP OF THE CANYON AND GORDON
 RC2627'RIDGE ROAD ON THE RIGHT, TURN RIGHT AND GO 10.9 MILES ON GORDON RIDGE
 RC2627'ROAD TO THE JUNCTION OF THE ROAD LEADING TO THE MICROWAVE SITE, TURN
 RC2627'RIGHT AND GO TO THE TOP OF THE HILL AND THE STATION.
 RC2627'
 RC2627'THE STATION MARK IS A STANDARD 3-3/4 INCH DIAMETER USGS SURVEY DISK
 RC2627'STAMPED---GORDON 1931---SET IN A DRILL HOLE IN A BOULDER, ONE FOOT
 RC2627'SOUTH OF A FENCE POST.
 RC2627'
 RC2627'REFERENCE MARK 1 IS A STANDARD USC+GS RM DISK STAMPED---GORDON NO 1
 RC2627'USGS 1946---SET IN THE TOP OF A SQUARE CONCRETE MONUMENT, ONE FOOT
 RC2627'SOUTHWEST OF A METAL FENCE POST.
 RC2627'
 RC2627'REFERENCE MARK 2 IS A STANDARD USGS RM DISK---UNSTAMPED---SET AN A
 RC2627'DRILL HOLE IN A BOULDER.  THERE IS SOME EROSION AROUND THE BOULDER.
 RC2627'
 RC2627'THE AZIMUTH MARK IS A STANDARD USC+GS AZIMUTH DISK STAMPED---GORDON
 RC2627'USGS 1946 1972---SET IN A DRILL HOLE IN BEDROCK ABOUT 0.5 MILE
 RC2627'NORTHWEST OF THE STATION ABOUT 125 FEET SOUTHWEST OF THE CENTERLINE
 RC2627'OF THE ROAD LEADING TO THE STATION.
 RC2627'
 RC2627'THIS STATION WAS OCCUPIED BY GPS AND INSPITE OF THE MICROWAVE TOWER
 RC2627'PRODUCED ACCEPTABLE RESULTS.
 RC2627
 RC2627                          STATION RECOVERY (1987)
 RC2627
 RC2627'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWE)
 RC2627'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 MX1287 ***********************************************************************
 MX1287  DESIGNATION -  GORDON 1913
 MX1287  PID         -  MX1287
 MX1287  STATE/COUNTY-  OR/CURRY
 MX1287  USGS QUAD   -  HURDYGURDY BUTTE (1982)
 MX1287
 MX1287                         *CURRENT SURVEY CONTROL
 MX1287  ___________________________________________________________________
 MX1287* NAD 83(1992)-  41 47 58.55810(N)    123 52 07.51456(W)     ADJUSTED  
 MX1287* NAVD 88     -      1268.3    (meters)    4161.     (feet)  VERTCON   
 MX1287  ___________________________________________________________________
 MX1287  EPOCH DATE  -        1991.35
 MX1287  LAPLACE CORR-          12.86  (seconds)                    DEFLEC99
 MX1287  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 MX1287  HORZ ORDER  -  SECOND
 MX1287
 MX1287.The horizontal coordinates were established by classical geodetic methods
 MX1287.and adjusted by the National Geodetic Survey in March 1994.
 MX1287.The horizontal coordinates are valid at the epoch date displayed above.
 MX1287.The epoch date for horizontal control is a decimal equivalence
 MX1287.of Year/Month/Day.
 MX1287
 MX1287.The NAVD 88 height was computed by applying the VERTCON shift value to
 MX1287.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MX1287
 MX1287.The Laplace correction was computed from DEFLEC99 derived deflections.
 MX1287
 MX1287.The geoid height was determined by GEOID03.
 MX1287
 MX1287;                    North         East     Units Scale Factor Converg.
 MX1287;SPC OR S     -    20,398.919 1,220,048.126   MT  1.00017695   -2 18 17.0
 MX1287;SPC OR S     -    66,925.59  4,002,782.57   iFT  1.00017695   -2 18 17.0
 MX1287;UTM  10      - 4,627,891.093   427,826.240   MT  0.99966410   -0 34 44.7
 MX1287
 MX1287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MX1287!SPC OR S     -   0.99980528  x   1.00017695  =   0.99998220
 MX1287!UTM  10      -   0.99980528  x   0.99966410  =   0.99946945
 MX1287
 MX1287|---------------------------------------------------------------------|
 MX1287| PID    Reference Object                     Distance      Geod. Az  |
 MX1287|                                                           dddmmss.s |
 MX1287| CD8580 GORDON RM 2                           6.825 METERS 01059     |
 MX1287| MX1241 SECOND PEAK N OF PRESTON PEAK       APPROX.22.7 KM 0700313.8 |
 MX1287| MX1270 FOUR BROTHERS 2                     APPROX. 9.4 KM 1355410.3 |
 MX1287| MX1273 FOUR BROTHERS 3                     APPROX. 9.5 KM 1381959.9 |
 MX1287| CD8579 GORDON RM 1                          14.420 METERS 23743     |
 MX1287| LV1105 CRESCENT CITY LIGHTHOUSE            APPROX.28.5 KM 2573608.3 |
 MX1287| MX1288 CAMP SIX LOOKOUT TOWER              APPROX. 3.5 KM 3490127.2 |
 MX1287| CD8578 GORDON AZ MK                                       3490351.8 |
 MX1287|---------------------------------------------------------------------|
 MX1287
 MX1287                          SUPERSEDED SURVEY CONTROL
 MX1287
 MX1287  NAD 83(1991)-  41 47 58.55005(N)    123 52 07.51517(W) AD(1984.00) 2
 MX1287  NAD 83(1986)-  41 47 58.54508(N)    123 52 07.51329(W) AD(1984.00) 2
 MX1287  NAD 27      -  41 47 59.13410(N)    123 52 03.24940(W) AD(       ) 2
 MX1287  NGVD 29 (07/19/86) 1267.2    (m)         4157.     (f) VERT ANG    3  
 MX1287
 MX1287.Superseded values are not recommended for survey control.
 MX1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MX1287.See file dsdata.txt to determine how the superseded data were derived.
 MX1287
 MX1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM2782627891(NAD 83)
 MX1287
 MX1287  HISTORY     - Date     Condition        Report By
 MX1287  HISTORY     - 1941     MONUMENTED       CGS
 MX1287  HISTORY     - 1914     SEE DESCRIPTION  CGS
 MX1287  HISTORY     - 1934     SEE DESCRIPTION  CGS
 MX1287  HISTORY     - 1941     SEE DESCRIPTION  CGS
 MX1287  HISTORY     - 1942     SEE DESCRIPTION  CGS
 MX1287  HISTORY     - 1952     SEE DESCRIPTION  CGS
 MX1287
 MX1287                          STATION DESCRIPTION
 MX1287
 MX1287'DESCRIBED BY COAST AND GEODETIC SURVEY 1914
 MX1287'ON THE HIGHEST PART OF THE SUMMIT OF GORDON CREEK MOUNTAIN,
 MX1287'THE LARGE MOUNTAIN STANDING ON THE W SIDE OF HURDY GURDY CREEK.
 MX1287'THE STATION IS MARKED BY A BRONZE TABLET IN A BOWLDER AS
 MX1287'DESCRIBED IN NOTE 5.  THE REFERENCE MARK, A BRONZE TABLET
 MX1287'IN A LARGE ROCK ABOUT 4 FEET HIGH, NOTE 12D, IS 14.42 METERS
 MX1287'(47.3 FEET) FROM THE STATION IN AZIMUTH 77 DEG 36 MIN.
 MX1287
 MX1287                          STATION RECOVERY (1934)
 MX1287
 MX1287'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (LJ)
 MX1287'RECOVERED AS DESCRIBED.  STATION AND REFERENCE MARKS IN GOOD
 MX1287'CONDITION.
 MX1287'
 MX1287'LEAVE REDWOOD HIGHWAY AT JUNCTION WITH BIG FLAT ROAD 1 MILE
 MX1287'W OF GASQUET.  FOLLOW BIG FLAT ROAD TO SUMMIT OF GORDON MTN.,
 MX1287'AND THE STATION IS LOCATED ON THE EXTREME HIGH POINT W OF THE
 MX1287'ROAD.
 MX1287'
 MX1287'STATION IS ROUGHLY 1-1/4 MILES SW OF A FOREST SERVICE LOOKOUT
 MX1287'KNOWN AS CAMP 6.
 MX1287
 MX1287                          STATION RECOVERY (1941)
 MX1287
 MX1287'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (JCS)
 MX1287'THE STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED AS
 MX1287'DESCRIBED.  REFERENCE MARK NO. 1 WAS FOUND IN GOOD CONDITION
 MX1287'BUT THE STATION MARK WAS FOUND IN A VERY SMALL BOULDER AND IT
 MX1287'WAS DEEMED BEST TO RESET THE STATION MARK.
 MX1287'
 MX1287'THE STATION IS ON THE MIDDLE ONE OF THE THREE TOPS OF GORDON
 MX1287'MT., A HIGH AND PROMINENT N-S RIDGE LYING ABOUT 16 MILES
 MX1287'AIR LINE E OF CRESCENT CITY AND ABOUT 6 MILES AIR LINE ESE
 MX1287'OF GASQUET.  GORDON MTN. IS PARTIALLY TIMBERED AND LIES ABOUT
 MX1287'2 MILES W OF HURDY GURDY CREEK.  THE THREE TOPS OF THE MOUNTAIN
 MX1287'ARE AT ABOUT THE SAME ELEVATION.
 MX1287'
 MX1287'THE NEW STATION MARK IS A BRONZE DISK BRAZED TO THE TOP OF A
 MX1287'2-INCH CAST-IRON SOIL PIPE PROJECTING ABOUT 8 INCHES.  THE
 MX1287'STATION MARK IS ABOUT 110 FEET N OF AND ABOUT 4 FEET LOWER THAN
 MX1287'THE HIGHEST POINT OF THE HILL, STAMPED GORDON 1913 - 1941.
 MX1287'
 MX1287'REFERENCE MARK NO. 1 IS CEMENTED IN A DRILL HOLE IN THE NE PORTION
 MX1287'OF A LARGE ROCK PROJECTING ABOUT 4 FEET.  THIS MARK IS A BRONZE
 MX1287'DISK WITH A ROUGH ARROW CUT ACROSS THE TOP, POINTING TOWARDS
 MX1287'THE STATION.  REFERENCE MARK NO. 1 IS AT ABOUT THE SAME
 MX1287'ELEVATION AS THE STATION, STAMPED GORDON NO. 1 1913.  THE
 MX1287'STAMPING ON THIS MARK WAS DONE IN 1941.
 MX1287'
 MX1287'REFERENCE MARK NO. 2 (NOTE 12C) IS N OF THE STATION, PROJECTS
 MX1287'2 INCHES, AT ABOUT THE SAME ELEVATION AS THE STATION, STAMPED
 MX1287'GORDON NO. 2 1941.
 MX1287'
 MX1287'THE AZIMUTH MARK IS REACHED FROM THE T-ROAD AT SIGN CAMP 6
 MX1287'L.O., MENTIONED IN THE STATION DESCRIPTION, BY GOING E ON
 MX1287'THE ROAD TOWARDS THE L.O. FOR 0.2 MILE TO THE END OF THE ROAD
 MX1287'AT THE CAMP 6 L.O.T.
 MX1287'
 MX1287'THE AZIMUTH MARK IS A BRONZE DISK SET IN A DRILL HOLE ON THE
 MX1287'TOP OF THE CONCRETE PIER OF THE NE LEG OF THE LOOKOUT TOWER.
 MX1287'THE AZIMUTH MARK PROJECTS 4 FEET, STAMPED GORDON 1941.
 MX1287'
 MX1287'REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 101 AND 199 AT
 MX1287'THE N EDGE OF CRESCENT CITY BY GOING NE AND E ON U.S. HIGHWAY
 MX1287'199 FOR 7.5 MILES TO THE S END OF THE BRIDGE OVER SMITH RIVER.
 MX1287'CONTINUE SE AND E ON U.S. HIGHWAY 199 UP SMITH RIVER FOR 7.4
 MX1287'MILES TO A STEEP NARROW ROAD LEADING TO THE RIGHT (E) AT SIGNS
 MX1287'CRESCENT CITY 16 - BIG FLAT G.S. 26.  TURN RIGHT OFF THE HIGHWAY
 MX1287'AND GO UPGRADE FOR 1.1 MILES TO FORK AT SIGN BIG FLAT 24-1/2
 MX1287'MILES.  TAKE LEFT FORK AND CONTINUE E AND SE UPGRADE FOR 2.2
 MX1287'MILES TO FORK.  TAKE LEFT FORK (NE) AND GO FOR 6.5 MILES TO
 MX1287'A ROAD LEADING LEFT (E) AT SIGN CAMP 6 L.O.  CONTINUE
 MX1287'STRAIGHT AHEAD (S) AND GO FOR 1.1 MILES TO A FORK AT SIGN BIG
 MX1287'FLAT G.S.  13 1/4.  TAKE RIGHT FORK AND GO S ALONG THE DIVIDE
 MX1287'FOR 1.4 MILES TO A POINT WHERE THE ROAD PASSES THRU A SADDLE
 MX1287'AND A SMALL ORE PLATFORM IS ON THE LEFT.  THIS IS THE END OF
 MX1287'TRUCK TRAVEL.  PACK N ABOUT 200 YARDS TO THE TOP OF THE MIDDLE
 MX1287'ONE OF THE THREE HILLTOPS AND THE STATION.
 MX1287
 MX1287                          STATION RECOVERY (1942)
 MX1287
 MX1287'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (JCS)
 MX1287'THE STATION IS ON THE MIDDLE ONE OF THREE HILLS ON GORDON
 MX1287'MOUNTAIN, A HIGH AND PROMINENT RIDGE LYING ABOUT 16 MILES,
 MX1287'AIR LINE, E OF CRESCENT CITY, AND ABOUT 6 MILES, AIR LINE ESE
 MX1287'OF THE GASQUET RANGER STATION.  THIS POINT IS ABOUT 2 MILES
 MX1287'W OF HURDY GURDY CREEK.
 MX1287'
 MX1287'THE STATION MARK IS A BRONZE DISK BRAZED ON THE TOP OF A
 MX1287'2-INCH CAST-IRON SOIL PIPE WHICH PROJECTS 6 INCHES ABOVE THE
 MX1287'SURFACE OF THE GROUND.  IT IS STAMPED GORDON 1913 1941.  THIS
 MX1287'MARK WAS FOUND AS DESCRIBED AND IN EXCELLENT CONDITION.
 MX1287'
 MX1287'REFERENCE MARK NO. 1 WSW AND ABOUT 1 FOOT HIGHER THAN THE
 MX1287'STATION MARK.  IT IS A BRONZE DISK CEMENTED IN A DEPRESSION
 MX1287'IN A BOULDER WHICH PROJECTS ABOUT 4 FEET ABOVE THE SURFACE
 MX1287'OF THE GROUND.  THE DISK HAS AN ARROW CHISELED IN IT WHICH
 MX1287'POINTS TOWARD THE STATION AND IT IS STAMPED GORDON 1913 NO. 1.
 MX1287'IN GOOD CONDITION.
 MX1287'
 MX1287'REFERENCE MARK NO. 2 IS N BY E AND THE SAME HEIGHT AS THE
 MX1287'STATION MARK.  IT IS A BRONZE DISK CEMENTED IN A DRILL HOLE
 MX1287'IN OUTCROPPING BEDROCK WHICH PROJECTS 2 INCHES ABOVE THE SURFACE
 MX1287'OF THE GROUND.  IT IS STAMPED GORDON NO. 2 1941.  THIS MARK
 MX1287'IS IN EXCELLENT CONDITION.
 MX1287'
 MX1287'THE AZIMUTH MARK IS N BY W 2.0 MILES, IN THE CONCRETE BASE
 MX1287'OF THE NE LEG OF CAMP 6 LOOKOUT TOWER.  IT IS CEMENTED IN A
 MX1287'DRILL HOLE IN THE CONCRETE BASE AND IS A BRONZE DISK STAMPED
 MX1287'GORDON 1941.  THIS MARK IS IN EXCELLENT CONDITION.
 MX1287'
 MX1287'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS
 MX1287'101 AND 199 JUST N OF CRESCENT CITY, GO E AND N ON U.S. HIGHWAY
 MX1287'199 FOR 15.0 MILES TO A GRADED ROAD TO RIGHT AND SIGN ON LEFT
 MX1287'CRESCENT CITY- 16, BIG FLAT G.S.-26.  TURN RIGHT ONTO THE
 MX1287'GRADED DIRT ROAD AND GO UPGRADE, ON THE MAIN-TRAVELED ROAD,
 MX1287'KEEPING ALL LEFT FORKS FOR 11.5 MILES TO A ROAD ON THE LEFT
 MX1287'AND SIGN ON RIGHT CAMP 6 L.O. 1/4 (THE AZIMUTH MARK IS AT THE
 MX1287'CAMP 6 LOOKOUT TOWER).  CONTINUE SE 1.1 MILES TO FORKS.  TAKE
 MX1287'THE RIGHT FORK AS PER SIGN BIG FLAT G.S. 13-1/4 AND GO S 1.4
 MX1287'MILES TO A POINT WHERE THE ROAD CROSSES A SMALL SADDLE AND
 MX1287'A SMALL ORE DUMP ON THE LEFT SIDE OF THE ROAD.  THIS IS THE
 MX1287'END OF TRUCK TRAVEL.  FROM HERE PACK IN A NORTHERLY
 MX1287'DIRECTION UP GRADUAL SLOPING RIDGE TO THE TOP AND STATION.
 MX1287'A 5 MINUTE PACK.
 MX1287'
 MX1287'A 4-FOOT STAND WAS USED FOR OBSERVATIONS.
 MX1287
 MX1287                          STATION RECOVERY (1952)
 MX1287
 MX1287'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (WRH)
 MX1287'THE STATION, AZIMUTH, AND REFERENCE MARKS WERE RECOVERED AND
 MX1287'FOUND TO BE IN GOOD CONDITION.  A COMPLETE DESCRIPTION FOLLOWS--
 MX1287'
 MX1287'THE STATION IS LOCATED ON THE TOP OF GORDON MOUNTAIN, A HIGH,
 MX1287'PROMINENT RIDGE, ABOUT 14 MILES AIRLINE SOUTH OF THE
 MX1287'CALIFORNIA-OREGON STATE LINE, ABOUT 17 MILES AIRLINE EAST OF CRESCENT
 MX1287'CITY, AND ABOUT 6 MILES AIRLINE SOUTHEAST OF THE GASQUET
 MX1287'RANGER STATION.
 MX1287'
 MX1287'TO REACH THE STATION FROM THE GASQUET RANGER STATION GO WEST
 MX1287'ON U.S. HIGHWAY 199 FOR 2.2 MILES TO THE WAGON WHEEL MOTEL ON
 MX1287'THE RIGHT AND A SIDE ROAD ON THE LEFT.  TURN LEFT AS PER SIGN,
 MX1287'FRENCH HILL ROAD AND GO 1.3 MILES TO A FORK.  KEEP STRAIGHT
 MX1287'AHEAD, LEFT, AND GO 1.7 MILES TO A FORK.  KEEP STRAIGHT AHEAD,
 MX1287'LEFT, AND GO 0.8 MILE TO A FORK.  KEEP STRAIGHT AHEAD, LEFT,
 MX1287'AS PER SIGN, BIG FLAT ROAD AND GO 5.8 MILES TO A FORK AND A
 MX1287'SIGN, ZINC SADDLE.  KEEP STRAIGHT AHEAD, RIGHT, AND GO 2.3
 MX1287'MILES TO A SIDE ROAD ON THE LEFT.  (TURN LEFT AS PER SIGN,
 MX1287'CAMP SIX L.O. 1/4 AND GO 0.25 MILE TO THE LOOKOUT TOWER AND
 MX1287'THE AZIMUTH MARK.) KEEP STRAIGHT AHEAD, RIGHT, AS PER
 MX1287'SIGN, BIG FLAT G.S. 14-1/2 AND GO 1.2 MILES TO A FORK.
 MX1287'TURN RIGHT AND GO 1.6 MILES TO A SADDLE.  PACK
 MX1287'NORTH-NORTHWEST ON A DIM TRAIL FOR 5 MINUTES TO THE TOP OF
 MX1287'THE MOUNTAIN AND THE STATION.
 MX1287'
 MX1287'THE STATION MARK IS A STANDARD DISK STAMPED, GORDON 1913 1941
 MX1287'BRAZED TO THE TOP OF A 2-INCH IRON PIPE THAT PROJECTS 8 INCHES
 MX1287'ABOVE THE GROUND.
 MX1287'
 MX1287'REFERENCE MARK NUMBER 1 IS A STATION MARK DISK STAMPED, GORDON
 MX1287'1913 NO 1 CEMENTED IN A DRILL HOLE IN A LARGE BOULDER THAT
 MX1287'PROJECTS 4 FEET ABOVE THE GROUND AND IS THE SAME ELEVATION AS
 MX1287'THE STATION.
 MX1287'
 MX1287'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED, GORDON
 MX1287'1941 NO 2 CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT
 MX1287'PROJECTS 2 INCHES ABOVE THE GROUND AND IS 1 FOOT LOWER THAN
 MX1287'THE STATION.
 MX1287'
 MX1287'THE AZIMUTH MARK IS A STANDARD DISK STAMPED, GORDON 1941
 MX1287'CEMENTED IN A DRILL HOLE IN THE TOP OF THE CONCRETE BASE OF
 MX1287'THE NORTHEAST LEG OF THE CAMP 6 LOOKOUT TOWER.  IT PROJECTS
 MX1287'ABOUT 3-1/2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1130 ***********************************************************************
 NZ1130  DESIGNATION -  GORE RESET
 NZ1130  PID         -  NZ1130
 NZ1130  STATE/COUNTY-  OR/JACKSON
 NZ1130  USGS QUAD   -  MEDFORD WEST (1983)
 NZ1130
 NZ1130                         *CURRENT SURVEY CONTROL
 NZ1130  ___________________________________________________________________
 NZ1130* NAD 83(1991)-  42 20 19.68563(N)    122 55 38.69365(W)     ADJUSTED  
 NZ1130* NAVD 88     -       463.6    (meters)    1521.     (feet)  VERTCON   
 NZ1130  ___________________________________________________________________
 NZ1130  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 NZ1130  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 NZ1130  HORZ ORDER  -  SECOND
 NZ1130
 NZ1130.The horizontal coordinates were established by classical geodetic methods
 NZ1130.and adjusted by the National Geodetic Survey in October 1991.
 NZ1130
 NZ1130.The NAVD 88 height was computed by applying the VERTCON shift value to
 NZ1130.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NZ1130
 NZ1130.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ1130
 NZ1130.The geoid height was determined by GEOID03.
 NZ1130
 NZ1130;                    North         East     Units Scale Factor Converg.
 NZ1130;SPC OR S     -    77,563.019 1,299,985.449   MT  0.99999863   -1 39 38.6
 NZ1130;SPC OR S     -   254,471.85  4,265,044.12   iFT  0.99999863   -1 39 38.6
 NZ1130;UTM  10      - 4,687,396.640   505,979.333   MT  0.99960044   +0 02 56.0
 NZ1130
 NZ1130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NZ1130!SPC OR S     -   0.99993109  x   0.99999863  =   0.99992972
 NZ1130!UTM  10      -   0.99993109  x   0.99960044  =   0.99953156
 NZ1130
 NZ1130|---------------------------------------------------------------------|
 NZ1130| PID    Reference Object                     Distance      Geod. Az  |
 NZ1130|                                                           dddmmss.s |
 NZ1130| CD9302 TABLE ROCK RM 1                                    01033     |
 NZ1130| NZ1097 MEDFORD HOMER H MARKER              APPROX. 9.3 KM 0282256.7 |
 NZ1130| NZ1141 MASON                               APPROX. 2.3 KM 0633752.2 |
 NZ1130| CD8583 GORE RM 3                             9.653 METERS 06809     |
 NZ1130| NZ1131 MEDFORD MEDCO WATER TANK            APPROX. 3.3 KM 0800155.6 |
 NZ1130| CD8581 GORE RM 1                             9.299 METERS 09430     |
 NZ1130| CD8584 GORE RM 4                            10.744 METERS 15918     |
 NZ1130| CD8582 GORE RM 2                             8.577 METERS 18633     |
 NZ1130|---------------------------------------------------------------------|
 NZ1130
 NZ1130                          SUPERSEDED SURVEY CONTROL
 NZ1130
 NZ1130  NAD 83(1986)-  42 20 19.67455(N)    122 55 38.70617(W) AD(       ) 2
 NZ1130  NAD 27      -  42 20 20.22189(N)    122 55 34.56661(W) AD(       ) 2
 NZ1130  NGVD 29 (07/19/86)  462.6    (m)         1518.     (f) VERT ANG    3  
 NZ1130
 NZ1130.Superseded values are not recommended for survey control.
 NZ1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1130.See file dsdata.txt to determine how the superseded data were derived.
 NZ1130
 NZ1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM0597987397(NAD 83)
 NZ1130_MARKER: DS = TRIANGULATION STATION DISK
 NZ1130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ1130_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NZ1130_STAMPING: GORE USE 1968 1976
 NZ1130_MARK LOGO: NGS   
 NZ1130_MAGNETIC: N = NO MAGNETIC MATERIAL
 NZ1130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ1130+STABILITY: SURFACE MOTION
 NZ1130_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NZ1130+SATELLITE: SATELLITE OBSERVATIONS - February 01, 1991
 NZ1130
 NZ1130  HISTORY     - Date     Condition        Report By
 NZ1130  HISTORY     - 1976     MONUMENTED       NGS
 NZ1130  HISTORY     - 19910201 SEE DESCRIPTION  NGS
 NZ1130
 NZ1130                          STATION DESCRIPTION
 NZ1130
 NZ1130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 NZ1130'THE STATION MARK, AND BOTH REFERENCE MARKS HAD BEEN DESTROYED.  THE
 NZ1130'UNDERGROUND MARK WAS RECOVERED IN GOOD CONDITION.  A NEW
 NZ1130'STATION MARK WAS ESTABLISHED PRECISELY OVER THE UNDERGROUND
 NZ1130'MARK.  REFERENCE MARK NO. 3, AND REFERENCE MARK NO. 4 WERE
 NZ1130'ESTABLISHED.  A NEW COMPLETE DESCRIPTION FOLLOWS.
 NZ1130'
 NZ1130'THE STATION IS ON THE SUMMIT OF HANLEY HILL, WHICH IS OWNED BY THE
 NZ1130'MEDFORD WATER COMMISSION.  OBTAIN KEY FOR LOCKED GATE BEFORE
 NZ1130'GOING TO THE STATION FROM MEDFORD WATER COMMISSION OR COUNTY
 NZ1130'SURVEYOR.
 NZ1130'
 NZ1130'TO REACH THE STATION FROM THE MEDFORD POST OFFICE GO NORTH ON IVY
 NZ1130'STREET FOR 0.05 MILE TO A CROSS STREET, TURN LEFT, AND GO WEST ON
 NZ1130'MAIN STREET, STATE HIGHWAY 238 FOR 3.6 MILES TO THE JUNCTION WITH
 NZ1130'HANLEY ROAD, TURN RIGHT, AND GO NORTHEAST ON HANLEY ROAD FOR 1.3
 NZ1130'MILES TO A SIDE ROAD RIGHT, TURN RIGHT, AND GO EAST ON ROSSANLEY
 NZ1130'DRIVE FOR 0.05 MILE TO A LOCKED METAL GATE INTO THE FIELD ON THE
 NZ1130'RIGHT.  PASS THRU THE GATE, AND GO SOUTH, AND EAST FOR 0.2 MILE
 NZ1130'TO THE SUMMIT AND STATION.
 NZ1130'
 NZ1130'THE STATION MARK, STAMPED GORE USE 1968 1976, IS A
 NZ1130'STANDARD DISK SET IN A 12-INCH CONCRETE MONUMENT THAT
 NZ1130'PROJECTS 1-INCH, 34 FEET WEST OF AN OAK TREE 2-FEET IN DIAMETER
 NZ1130'WITH A TRIANGLE BLAZE, AND 3.5 FEET EAST OF A METAL WITNESS POST.
 NZ1130'
 NZ1130'THE UNDERGROUND MARK IS A 2-INCH BRONZE DISK IN CONCRETE 3 FEET
 NZ1130'BELOW THE SURFACE.  THE DISK HAS A TRIANGLE WITH A
 NZ1130'CENTER-HOLE.  THERE WERE NO LETERS CAST IN OR STAMPED ON THE
 NZ1130'UNDERGROUND MARK.
 NZ1130'
 NZ1130'REFERENCE MARK NO. 3, STAMPED GORE USE 1968 NO 3 1967, IS A
 NZ1130'STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT
 NZ1130'PROJECTS 3-INCHES, 20 FEET NORTH OF THE OAK TREE WITH THE
 NZ1130'TRIANGLE BLAZE, AND 1 FOOT LOWER THAN THE STATION.
 NZ1130'
 NZ1130'REFERENCE MARK NO. 4, STAMPED GORE USE 1968 NO. 4 1976, IS A
 NZ1130'STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT
 NZ1130'PROJECTS 4-INCHES, 31 FEET SOUTHWEST OF THE OAK TREE WITH THE
 NZ1130'TRIANGLE BLAZE, AND LEVEL WITH THE STATION.
 NZ1130'
 NZ1130'MASON (C OF M) 1971 MAY BE USED FOR THE AZIMUTH MARK.
 NZ1130'
 NZ1130'TO REACH MASON (C OF M) 1971 FROM THE LOCKED GATE, AT THE ENTRANCE
 NZ1130'TO THE FIELD GO EAST ON ROSSANLEY DRIVE FOR 1.9 MILES TO A T
 NZ1130'INTERSECTION, TURN LEFT, AND GO NORTH ON SAGE ROAD FOR 0.6 MILE TO
 NZ1130'A CROSSROAD, TURN LEFT, AND GO WEST ON MASON WAY FOR 0.1 MILE TO
 NZ1130'WHERE THE ROAD MAKES A RIGHT ANGLE TURN TO THE NORTH, AND THE
 NZ1130'STATION ON THE LEFT.
 NZ1130'
 NZ1130'MASON, A CITY OF MEDFORD DISK, STAMPED MASON 1971,
 NZ1130'IS SET IN A CYLINDRICAL CONCRETE MONUMENT THAT IS 12-INCHES IN
 NZ1130'DIAMETER, AND PROJECTS 1-INCH, 52 FEET EAST OF POWER POLE NO. 10
 NZ1130'1, 45 FEET SOUTH OF A POWER POLE WITH A BRACE CABLE, 25 FEET
 NZ1130'SOUTH OF THE PROLONGED CENTER OF MASON WAY, 25 FEET WEST OF THE
 NZ1130'PROLONGED CENTER OF JOSEPH STREET, 15 FEET SOUTHWEST OF A
 NZ1130'MANHOLE, 3 FEET NORTH OF AN EAST-WEST FENCE LINE, AND 1 FOOT
 NZ1130'EAST OF A WITNESS POST.
 NZ1130'
 NZ1130'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NZ1130'2 1/2 MILES WEST-NORTHWEST OF MEDFORD.
 NZ1130
 NZ1130                          STATION RECOVERY (1991)
 NZ1130
 NZ1130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 (LLR)
 NZ1130'THE STATION WAS RECOVERED IN GOOD CONDITION.  HOWEVER THE STATION IS
 NZ1130'TO BE REMOVED BECAUSE OF CONSTRUCTION OF A HOUSE.  A 2 STATION WAS SET
 NZ1130'ABOUT 22 M (72.2 FT) SOUTHWEST OF THE STATION.  DESCRIBED BY L L
 NZ1130'RIGGERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2615 ***********************************************************************
 RC2615  DESIGNATION -  GORMAN
 RC2615  PID         -  RC2615
 RC2615  STATE/COUNTY-  OR/SHERMAN
 RC2615  USGS QUAD   -  KLONDIKE (1971)
 RC2615
 RC2615                         *CURRENT SURVEY CONTROL
 RC2615  ___________________________________________________________________
 RC2615* NAD 83(1991)-  45 30 40.45319(N)    120 31 13.74591(W)     ADJUSTED  
 RC2615* NAVD 88     -       549.7    (meters)    1803.     (feet)  VERTCON   
 RC2615  ___________________________________________________________________
 RC2615  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 RC2615  GEOID HEIGHT-         -21.37  (meters)                     GEOID03
 RC2615  HORZ ORDER  -  FIRST
 RC2615
 RC2615.The horizontal coordinates were established by classical geodetic methods
 RC2615.and adjusted by the National Geodetic Survey in October 1991.
 RC2615
 RC2615.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC2615.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC2615
 RC2615.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2615
 RC2615.The geoid height was determined by GEOID03.
 RC2615
 RC2615;                    North         East     Units Scale Factor Converg.
 RC2615;SPC OR N     -   204,973.319 2,498,399.393   MT  0.99991243   -0 00 52.3
 RC2615;SPC OR N     -   672,484.64  8,196,848.40   iFT  0.99991243   -0 00 52.3
 RC2615;UTM  10      - 5,042,735.467   693,677.040   MT  1.00006121   +1 46 09.9
 RC2615
 RC2615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2615!SPC OR N     -   0.99991718  x   0.99991243  =   0.99982961
 RC2615!UTM  10      -   0.99991718  x   1.00006121  =   0.99997838
 RC2615
 RC2615|---------------------------------------------------------------------|
 RC2615| PID    Reference Object                     Distance      Geod. Az  |
 RC2615|                                                           dddmmss.s |
 RC2615| CF5348 GORMAN RM 1                          17.251 METERS 09038     |
 RC2615| CF5347 GORMAN AZ MK                                       2465332.1 |
 RC2615| CF5349 GORMAN RM 2                          15.852 METERS 27016     |
 RC2615|---------------------------------------------------------------------|
 RC2615
 RC2615                          SUPERSEDED SURVEY CONTROL
 RC2615
 RC2615  NAD 83(1986)-  45 30 40.46338(N)    120 31 13.73993(W) AD(       ) 1
 RC2615  NAD 27      -  45 30 41.00600(N)    120 31 09.55900(W) AD(       ) 1
 RC2615  NGVD 29 (07/19/86)  548.7    (m)         1800.     (f) VERT ANG    3  
 RC2615
 RC2615.Superseded values are not recommended for survey control.
 RC2615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2615.See file dsdata.txt to determine how the superseded data were derived.
 RC2615
 RC2615_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR9367742735(NAD 83)
 RC2615_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RC2615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC2615
 RC2615  HISTORY     - Date     Condition        Report By
 RC2615  HISTORY     - 1946     MONUMENTED       CGS
 RC2615  HISTORY     - 1959     SEE DESCRIPTION  BPA
 RC2615  HISTORY     - 1967     SEE DESCRIPTION  CGS
 RC2615
 RC2615                          STATION DESCRIPTION
 RC2615
 RC2615'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JCT)
 RC2615'STATION IS LOCATED ABOUT 11 MILES AIR LINE EAST-NORTHEAST OF
 RC2615'MORO, ABOUT 10-1/2 MILES AIR LINE SOUTHEAST OF WASCO, AND ABOUT
 RC2615'3.2 MILES AIR LINE NORTHWEST OF THE MOUTH OF COTTONWOOD CANYON
 RC2615'(JUNCTION OF COTTONWOOD CANYON AND JOHN DAY RIVER).  IT IS ON
 RC2615'TOP OF A HIGH FLAT HILL.  THE MARK IS SET IN A
 RC2615'NORTHWEST-SOUTHEAST FENCE LINE AND PROJECTS 4 INCHES.  IT IS
 RC2615'STAMPED--GORMAN 1946.
 RC2615'
 RC2615'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION AND IS SET IN
 RC2615'THE FENCE LINE.  THE MARK PROJECTS 3 INCHES.
 RC2615'
 RC2615'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION AND IS SET IN THE
 RC2615'FENCE LINE.  THE MARK PROJECTS 2 INCHES.
 RC2615'
 RC2615'THE AZIMUTH MARK IS ABOUT 0.05 MILE WEST OF THE STATION, ABOUT
 RC2615'20 FEET NORTH OF THE CENTER LINE OF THE MAIN ROAD, 1 FOOT SOUTH
 RC2615'OF AN EAST-WEST FENCE.  THE MARK PROJECTS 3 INCHES.  REACHED
 RC2615'FROM THE STATION BY GOING 0.4 MILE TO WIRE GATE AT ROAD, THEN GO
 RC2615'0.25 MILE WEST TO MARK ON RIGHT SIDE OF ROAD.
 RC2615'
 RC2615'ALL REFERENCE MARKS ARE STAMPED WITH THE NAME AND DATE OF THE
 RC2615'STATION AND WITH THEIR RESPECTIVE NUMBERS.
 RC2615'
 RC2615'TO REACH STATION FROM THE POST OFFICE IN WASCO, GO EAST ON STATE
 RC2615'HIGHWAY 206 FOR 12 MILES TO CROSSROAD AND SIGNS READING CONDON 35
 RC2615'WASCO 12.  THERE IS A CONCRETE RESERVOIR IN THE NORTHEAST CORNER
 RC2615'OF THE INTERSECTION.  KEEP STRAIGHT AHEAD OFF STATE ROUTE 206 AND
 RC2615'FOLLOW DIRT ROAD EAST FOR 1.55 MILES TO WHERE THE MAIN ROAD TURNS
 RC2615'LEFT.  TURN LEFT ON MAIN ROAD AND GO 0.8 MILE TO WIRE GATE IN
 RC2615'FENCE LINE ON RIGHT SIDE OF ROAD.  TURN RIGHT OFF ROAD THROUGH
 RC2615'GATE AND FOLLOW OLD TRACK ROAD ACROSS PASTURE UP HILL FOR 0.4
 RC2615'MILE TO TOP AND STATION SITE IN FENCE LINE.
 RC2615
 RC2615                          STATION RECOVERY (1959)
 RC2615
 RC2615'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1959
 RC2615'STATION RECOVERED AS DESCRIBED.  A NEW WAY TO REACH IS AS
 RC2615'FOLLOWS--FROM MORO GO NORTH ON U.S. HWY. 97 FOR 1.3 MILES TO A
 RC2615'SIDE ROAD RIGHT.  TURN RIGHT ACROSS RAILROAD TRACK AND FOLLOW
 RC2615'PAVED ROAD, 1.3 MILES EAST TO A BRIDGE.  CROSS BRIDGE KEEPING
 RC2615'TO THE LEFT AND FOLLOWING PAVED ROAD 3.8 MILES TO A FORK.  TAKE
 RC2615'RIGHT FORK ACROSS BRIDGE AND THEN LEFT ON GRAVEL ROAD FOR 2.55
 RC2615'MILES TO A CROSS ROAD.  TURN LEFT, NORTH, ON PAVED ROAD AND GO
 RC2615'0.8 MILE TO STATE HWY. 206.  TURN RIGHT, EAST, ON HWY. 206 AND
 RC2615'GO 1.4 MILE TO A SIDE ROAD LEFT.  (THIS SIDE ROAD IS ACROSS THE
 RC2615'HWY. FROM A RANCH HOUSE).  TURN LEFT ON DIRT ROAD AND GO
 RC2615'NORTHEASTERLY 0.8 MILE TO A GATE ON THE RIGHT.  TURN RIGHT
 RC2615'THROUGH GATE AND FOLLOW TRACK ROAD ACROSS PASTURE UPHILL
 RC2615'(NORTHEASTERLY) 0.4 MILE TO TOP OF HILL AND STATION IN
 RC2615'FENCE LINE.
 RC2615
 RC2615                          STATION RECOVERY (1967)
 RC2615
 RC2615'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JCL)
 RC2615'THE STATION MARK, STAMPED GORMAN 1946, REFERENCE MARK NO. 1,
 RC2615'STAMPED GORMAN NO 1 1946, REFERENCE MARK NO. 2, STAMPED GORMAN
 RC2615'NO 2 1946 AND THE AZIMUTH MARK, STAMPED GORMAN 1946 WERE
 RC2615'RECOVERED AS DESCRIBED.  A METAL WITNESS POST WAS PLACED 1 FOOT
 RC2615'WEST OF THE STATION MARK.  A METAL WITNESS POST WAS PLACED 1
 RC2615'FOOT WEST OF THE AZIMUTH MARK.  THE STATION IS ON PASTURE LAND
 RC2615'OWNED BY MR. W. E. NICHOLS.  AN ALTERNATE TO REACH FOLLOWS.
 RC2615'
 RC2615'TO REACH THE STATION FROM THE POST OFFICE IN WASCO GO SOUTH ON
 RC2615'U.S. HIGHWAY 97 AND STATE HIGHWAY 206 FOR 0.05 MILE TO THEIR
 RC2615'JUNCTION, TURN LEFT AND GO SOUTHEAST ON STATE HIGHWAY 206 FOR
 RC2615'10.8 MILES TO MR. W. E. NICHOLS RESIDENCE ON THE RIGHT AND A
 RC2615'SIDE ROAD ON THE LEFT, TURN LEFT AND GO NORTHEAST ON THE GRAVELED
 RC2615'ROAD FOR 0.5 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 RC2615'NORTHEAST FOR 0.2 MILE TO A GATE ON EITHER SIDE OF THE ROAD,
 RC2615'PASS THROUGH THE GATE ON THE RIGHT AND GO NORTHEAST ACROSS THE
 RC2615'PASTURE FOR 0.4 MILE TO THE SUMMIT AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2137 ***********************************************************************
 RD2137  DESIGNATION -  GORMANS BARN
 RD2137  PID         -  RD2137
 RD2137  STATE/COUNTY-  OR/MULTNOMAH
 RD2137  USGS QUAD   -  MULTNOMAH FALLS (1994)
 RD2137
 RD2137                         *CURRENT SURVEY CONTROL
 RD2137  ___________________________________________________________________
 RD2137* NAD 83(1991)-  45 36 50.53824(N)    122 00 41.32055(W)     ADJUSTED  
 RD2137* NAVD 88     -              **(meters)            **(feet)            
 RD2137  ___________________________________________________________________
 RD2137  LAPLACE CORR-           6.34  (seconds)                    DEFLEC99
 RD2137  GEOID HEIGHT-         -21.89  (meters)                     GEOID03
 RD2137  HORZ ORDER  -  THIRD
 RD2137
 RD2137.The horizontal coordinates were established by classical geodetic methods
 RD2137.and adjusted by the National Geodetic Survey in October 1991.
 RD2137
 RD2137
 RD2137.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2137
 RD2137.The geoid height was determined by GEOID03.
 RD2137
 RD2137;                    North         East     Units Scale Factor Converg.
 RD2137;SPC OR N     -   217,500.525 2,382,120.272   MT  0.99992476   -1 04 18.9
 RD2137;SPC OR N     -   713,584.40  7,815,355.22   iFT  0.99992476   -1 04 18.9
 RD2137;SPC WA S     -    32,330.645   382,105.032   MT  1.00005691   -1 05 52.6
 RD2137;SPC WA S     -   106,071.46  1,253,622.93   sFT  1.00005691   -1 05 52.6
 RD2137;UTM  10      - 5,051,641.140   577,073.932   MT  0.99967303   +0 42 23.3
 RD2137
 RD2137                          SUPERSEDED SURVEY CONTROL
 RD2137
 RD2137  NAD 83(1986)-  45 36 50.54742(N)    122 00 41.32817(W) AD(       ) 4
 RD2137  NAD 27      -  45 36 51.11989(N)    122 00 37.04149(W) AD(       ) 3
 RD2137
 RD2137.Superseded values are not recommended for survey control.
 RD2137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2137.See file dsdata.txt to determine how the superseded data were derived.
 RD2137
 RD2137_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER7707451641(NAD 83)
 RD2137
 RD2137  HISTORY     - Date     Condition        Report By
 RD2137  HISTORY     - 1901     MONUMENTED       CGS
 RD2137  HISTORY     - 1948     SEE DESCRIPTION  CGS
 RD2137
 RD2137                          STATION DESCRIPTION
 RD2137
 RD2137'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RAE)
 RD2137'GORMANS BARN HAS BEEN TORN DOWN.  NOTHING REMAINS EXCEPT THE
 RD2137'FOUNDATION RUINS.
 RD2137'
 RD2137'THE STATION SHOULD BE CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2341 ***********************************************************************
 RC2341  DESIGNATION -  GORTON
 RC2341  PID         -  RC2341
 RC2341  STATE/COUNTY-  OR/HOOD RIVER
 RC2341  USGS QUAD   -  CARSON (1994)
 RC2341
 RC2341                         *CURRENT SURVEY CONTROL
 RC2341  ___________________________________________________________________
 RC2341* NAD 83(1991)-  45 41 35.74644(N)    121 46 32.87252(W)     ADJUSTED  
 RC2341* NAVD 88     -        31.     (meters)     102.     (feet)  SCALED    
 RC2341  ___________________________________________________________________
 RC2341  LAPLACE CORR-           3.38  (seconds)                    DEFLEC99
 RC2341  GEOID HEIGHT-         -21.55  (meters)                     GEOID03
 RC2341  HORZ ORDER  -  THIRD
 RC2341
 RC2341.The horizontal coordinates were established by classical geodetic methods
 RC2341.and adjusted by the National Geodetic Survey in October 1991.
 RC2341
 RC2341.The orthometric height was scaled from a topographic map.
 RC2341
 RC2341.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2341
 RC2341.The geoid height was determined by GEOID03.
 RC2341
 RC2341;                    North         East     Units Scale Factor Converg.
 RC2341;SPC OR N     -   225,987.119 2,400,638.252   MT  0.99993648   -0 54 17.2
 RC2341;SPC OR N     -   741,427.56  7,876,109.75   iFT  0.99993648   -0 54 17.2
 RC2341;SPC WA S     -    40,810.464   400,628.696   MT  1.00003469   -0 55 36.2
 RC2341;SPC WA S     -   133,892.33  1,314,395.98   sFT  1.00003469   -0 55 36.2
 RC2341;UTM  10      - 5,060,696.554   595,315.072   MT  0.99971169   +0 52 34.0
 RC2341
 RC2341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2341!SPC OR N     -   0.99999851  x   0.99993648  =   0.99993499
 RC2341!SPC WA S     -   0.99999851  x   1.00003469  =   1.00003320
 RC2341!UTM  10      -   0.99999851  x   0.99971169  =   0.99971021
 RC2341
 RC2341:                Primary Azimuth Mark                     Grid Az
 RC2341:SPC OR N     -  PORTLAND SPOK BN 48 MI BLINKER           046 05 00.9
 RC2341:SPC WA S     -  PORTLAND SPOK BN 48 MI BLINKER           046 06 19.9
 RC2341:UTM  10      -  PORTLAND SPOK BN 48 MI BLINKER           044 18 09.7
 RC2341
 RC2341|---------------------------------------------------------------------|
 RC2341| PID    Reference Object                     Distance      Geod. Az  |
 RC2341|                                                           dddmmss.s |
 RC2341| RC2339 PORTLAND SPOK BN 48 MI BLINKER      APPROX. 1.7 KM 0451043.7 |
 RC2341| CF5046 GORTON WM E TREE TIP OF POINT         4.400 METERS 10147     |
 RC2341| CF3548 GORTON RM 1                           4.901 METERS 11343     |
 RC2341| CF3550 GORTON RM 3                          13.131 METERS 25426     |
 RC2341| CF3549 GORTON RM 2                          11.642 METERS 25811     |
 RC2341| RC2349 GLORIA                              APPROX. 0.6 KM 2631302.5 |
 RC2341|---------------------------------------------------------------------|
 RC2341
 RC2341                          SUPERSEDED SURVEY CONTROL
 RC2341
 RC2341  NAD 83(1986)-  45 41 35.75770(N)    121 46 32.88008(W) AD(       ) 3
 RC2341  NAD 27      -  45 41 36.33400(N)    121 46 28.61100(W) AD(       ) 3
 RC2341
 RC2341.Superseded values are not recommended for survey control.
 RC2341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2341.See file dsdata.txt to determine how the superseded data were derived.
 RC2341
 RC2341_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER9531560697(NAD 83)
 RC2341_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RC2341_SETTING: 66 = SET IN ROCK OUTCROP
 RC2341
 RC2341  HISTORY     - Date     Condition        Report By
 RC2341  HISTORY     - 1939     MONUMENTED       CGS
 RC2341  HISTORY     - 1948     SEE DESCRIPTION  CGS
 RC2341  HISTORY     - 1957     SEE DESCRIPTION  CGS
 RC2341  HISTORY     - 1959     SEE DESCRIPTION  CGS
 RC2341  HISTORY     - 1960     SEE DESCRIPTION  CGS
 RC2341
 RC2341                          STATION DESCRIPTION
 RC2341
 RC2341'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (WMS)
 RC2341'STATION IS LOCATED ON THE S SHORE OF THE COLUMBIA RIVER AT WYETH,
 RC2341'OREGON.  IT IS ABOUT 100 YARDS W OF THE MOUTH OF GORTON CREEK, ON
 RC2341'THE SOUTHERN AND HIGHEST OF TWO PROMINENT SMALL ROCK KNOBS STANDING
 RC2341'ABOUT 70 FEET IN ELEVATION ABOVE THE SURROUNDING VICINITY.  IT IS
 RC2341'ON OREGON-WASHINGTON RAILROAD AND NAVIGATION COMPANY PROPERTY AND
 RC2341'ABOUT 250 YARDS N OF THE RAILROAD TRACKS.
 RC2341'
 RC2341'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN
 RC2341'DRILL HOLES IN OUTCROPPING BEDROCK AS DESCRIBED IN NOTES 2 AND 12A.
 RC2341'
 RC2341'STATION CAN BE REACHED FROM WYETH DEPOT AS FOLLOWS--GO W 0.5 MILE
 RC2341'TO GORTON CREEK THEN N ALONG THE CREEK TO THE ROCK KNOB AT ITS
 RC2341'MOUTH AND STATION.
 RC2341
 RC2341                          STATION RECOVERY (1948)
 RC2341
 RC2341'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (WHB)
 RC2341'STATION MARK AND REFERENCE MARK 1 WERE FOUND IN EXCELLENT CONDITION.
 RC2341'
 RC2341'STATION IS LOCATED ON THE S SHORE OF THE COLUMBIA RIVER, AT
 RC2341'WYETH.  IT IS ABOUT 100 YARDS W OF THE MOUTH OF GORTON CREEK, ON
 RC2341'THE S AND HIGHEST OF TWO PROMINENT ROCK PINNACLES STANDING ABOUT
 RC2341'80 FEET IN ELEVATION ABOVE THE SURROUNDING VICINITY.  A GROUP OF
 RC2341'FOUR FIR TREES AND TWO PINE TREES GROW ON TOP OF PINNACLE THAT
 RC2341'THE STATION IS ON.  IT IS ON THE PROPERTY OF THE UNION PACIFIC
 RC2341'RAILROAD AND ABOUT 250 YARDS N OF THE TRACKS.
 RC2341'
 RC2341'STATION MARK IS A BRONZE DISK STAMPED GORTON 1939, CEMENTED IN
 RC2341'DRILL HOLE IN OUTCROPPING BEDROCK AT TOP OF ROCK PINNACLE.
 RC2341'
 RC2341'R.M. 1 IS A BRONZE REFERENCE DISK SET IN CEMENT IN DRILL HOLE IN
 RC2341'OUTCROPPING BEDROCK STAMPED GORTON NO.1 1939, WITH ARROW POINTING
 RC2341'TOWARD STATION.  IT IS E OF THE STATION MARK.
 RC2341'
 RC2341'R.M. 2 WAS FOUND DESTROYED.  MARK WAS NOT FOUND.  HOWEVER, THE
 RC2341'DRILL HOLE WITH PORTION OF CEMENT WAS FOUND AND DISTANCE TAPED TO
 RC2341'CENTER OF HOLE WAS FOUND TO BE CORRECT.  IT IS W OF THE STATION.
 RC2341'
 RC2341'TREE ON E TIP OF POINT AS MENTIONED IN ORIGINAL DESCRIPTION WAS
 RC2341'FOUND AND DISTANCE CHECKED AND FOUND TO BE IN ERROR.  OLD
 RC2341'MEASUREMENT WAS 4.4 METERS.  NEW MEASUREMENT IS 4.35 METERS.
 RC2341'
 RC2341'STATION CAN BE REACHED FROM WYETH DEPOT AS FOLLOWS--GO W 0.5 MILE
 RC2341'ALONG UNION PACIFIC RAILROAD TRACKS TO GORTON CREEK, THEN NW TO
 RC2341'TWO PROMINENT ROCK PINNACLES AND STATION.
 RC2341'
 RC2341'NO CHECK MADE ON DIRECTIONS AT THIS TIME--
 RC2341
 RC2341                          STATION RECOVERY (1957)
 RC2341
 RC2341'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 RC2341'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED IN GOOD
 RC2341'CONDITION.  THE DRILL HOLE OF REFERENCE MARK 2 AS REPORTED IN 1948
 RC2341'COULD NOT BE FOUND.  REFERENCE MARK 3 WAS SET ON THIS
 RC2341'DATE.  PREVIOUSLY PUBLISHED DESCRIPTIONS WERE FOUND TO BE ACCURATE
 RC2341'FOR RECOVERY OF THE STATION.  REFERENCE MARK 3 IS DESCRIBED
 RC2341'BELOW.
 RC2341'
 RC2341'REFERENCE MARK 3, A STANDARD DISK, STAMPED GORTON NO 3 1957, IS
 RC2341'SET IN A DRILL HOLE IN A ROCK ABOUT 4 IN. BELOW THE GROUND
 RC2341'SURFACE.  IT IS 3 FT. E OF THE W EXTREMITY OF THE HILL, AND 2
 RC2341'FT. LOWER THAN THE STATION MARK.
 RC2341
 RC2341                          STATION RECOVERY (1959)
 RC2341
 RC2341'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LGT)
 RC2341'STATION AND REFERENCE MARKS 1 AND 3 WERE RECOVERED IN GOOD
 RC2341'CONDITION.  A NEW DESCRIPTION FOLLOWS--
 RC2341'
 RC2341'STATION IS LOCATED ON SOUTH SHORE OF COLUMBIA RIVER AT WYETH
 RC2341'ABOUT 100 YARDS WEST OF GORTON CREEK, ABOUT 130 YARDS NORTH OF
 RC2341'UNION PACIFIC RAILROAD ON THE SOUTHERLY AND HIGHEST OF TWO
 RC2341'PROMINENT ROCK PINNACLES ABOUT 80 FEET IN ELEVATION ABOVE
 RC2341'SURROUNDING TERRAIN.  A GROUP OF FOUR FIR TREES AND TWO
 RC2341'PINE TREES GROW ON TOP OF PINNACLE THAT THE STATION IS ON.  ONE
 RC2341'OF THE TREES IS DEAD.
 RC2341'
 RC2341'STATION MARK IS A STANDARD DISK STAMPED GORTON 1939 AND CEMENTED
 RC2341'IN OUTCROPPING BEDROCK ON HIGHEST PART OF PINNACLE.
 RC2341'
 RC2341'REFERENCE MARK 1 IS A STANDARD DISK STAMPED GORTON NO 1 1939.  IT
 RC2341'IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK EAST OF THE
 RC2341'STATION.
 RC2341'
 RC2341'REFERENCE MARK 3 IS WEST OF THE STATION, 3 FEET EAST OF THE WEST
 RC2341'EXTREMITY OF THE PINNACLE AND 2 FEET LOWER THAN THE STATION.  IT
 RC2341'IS A STANDARD DISK STAMPED GORTON NO 3 1957 AND IS CEMENTED IN A
 RC2341'DRILL HOLE IN BEDROCK ABOUT 4 INCHES BELOW THE GROUND SURFACE.
 RC2341'
 RC2341'TO REACH STATION FROM POST OFFICE IN CASCADE LOCKS, PROCEED 7.1
 RC2341'MILES EAST ALONG U.S. HIGHWAY 30 TO GORTON CREEK AT WYETH, THEN
 RC2341'FOLLOW DIRT ROAD NORTH ALONG EAST SIDE OF GORTON CREEK 0.1 MILE TO
 RC2341'RAILROAD TRACK.  PARK TRUCK AND WALK ABOUT 150 YARDS TO STATION.
 RC2341
 RC2341                          STATION RECOVERY (1960)
 RC2341
 RC2341'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ANS)
 RC2341'THE STATION MARK HAS BEEN DESTROYED, APPARENTLY BY
 RC2341'VANDALISM.  EVIDENCE OF ITS FORMER POSITION REMAINS.  REFERENCE
 RC2341'MARKS NOS. 1 AND 3 WERE RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2370 ***********************************************************************
 RC2370  DESIGNATION -  GORTON 2
 RC2370  PID         -  RC2370
 RC2370  STATE/COUNTY-  OR/HOOD RIVER
 RC2370  USGS QUAD   -  CARSON (1994)
 RC2370
 RC2370                         *CURRENT SURVEY CONTROL
 RC2370  ___________________________________________________________________
 RC2370* NAD 83(1991)-  45 41 35.74905(N)    121 46 32.86739(W)     NO CHECK  
 RC2370* NAVD 88     -        47.5    (meters)     156.     (feet)  VERTCON   
 RC2370  ___________________________________________________________________
 RC2370  LAPLACE CORR-           3.38  (seconds)                    DEFLEC99
 RC2370  GEOID HEIGHT-         -21.55  (meters)                     GEOID03
 RC2370  HORZ ORDER  -  THIRD
 RC2370
 RC2370.The horizontal coordinates were established by classical geodetic methods
 RC2370.and adjusted by the National Geodetic Survey in October 1991.
 RC2370.No horizontal observational check was made to the station.
 RC2370
 RC2370.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC2370.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC2370
 RC2370.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2370
 RC2370.The geoid height was determined by GEOID03.
 RC2370
 RC2370;                    North         East     Units Scale Factor Converg.
 RC2370;SPC OR N     -   225,987.198 2,400,638.365   MT  0.99993648   -0 54 17.2
 RC2370;SPC OR N     -   741,427.81  7,876,110.12   iFT  0.99993648   -0 54 17.2
 RC2370;SPC WA S     -    40,810.542   400,628.808   MT  1.00003469   -0 55 36.2
 RC2370;SPC WA S     -   133,892.59  1,314,396.35   sFT  1.00003469   -0 55 36.2
 RC2370;UTM  10      - 5,060,696.636   595,315.182   MT  0.99971169   +0 52 34.0
 RC2370
 RC2370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2370!SPC OR N     -   0.99999593  x   0.99993648  =   0.99993241
 RC2370!SPC WA S     -   0.99999593  x   1.00003469  =   1.00003062
 RC2370!UTM  10      -   0.99999593  x   0.99971169  =   0.99970762
 RC2370
 RC2370|---------------------------------------------------------------------|
 RC2370| PID    Reference Object                     Distance      Geod. Az  |
 RC2370|                                                           dddmmss.s |
 RC2370| CF3548 GORTON RM 1                           4.901 METERS 11443     |
 RC2370| RC1637 S 446 RESET                                        1424451.2 |
 RC2370| CF3550 GORTON RM 3                          13.131 METERS 25408     |
 RC2370|---------------------------------------------------------------------|
 RC2370
 RC2370                          SUPERSEDED SURVEY CONTROL
 RC2370
 RC2370  NAD 83(1986)-  45 41 35.76031(N)    121 46 32.87485(W) AD(       ) 3
 RC2370  NAD 27      -  45 41 36.33672(N)    121 46 28.60907(W) AD(       ) 3
 RC2370  NGVD 29 (07/19/86)   46.5    (m)          153.     (f) VERT ANG    3  
 RC2370
 RC2370.Superseded values are not recommended for survey control.
 RC2370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2370.See file dsdata.txt to determine how the superseded data were derived.
 RC2370
 RC2370_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER9531560697(NAD 83)
 RC2370_MARKER: DD = SURVEY DISK
 RC2370_SETTING: 66 = SET IN ROCK OUTCROP
 RC2370_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 RC2370
 RC2370  HISTORY     - Date     Condition        Report By
 RC2370  HISTORY     - 1970     MONUMENTED       USE
 RC2370  HISTORY     - 1974     GOOD             NGS
 RC2370  HISTORY     - 20040816 MARK NOT FOUND   USPSQD
 RC2370
 RC2370                          STATION DESCRIPTION
 RC2370
 RC2370'DESCRIBED BY US ENGINEERS 1970 (LFS)
 RC2370'THE STATION IS 7 MILES EAST OF CASCADE LOCKS, AND 1/4 MILE NORTHWEST
 RC2370'OF THE WYETH RAILROAD SIDING, ON THE HIGHER OF TWO ROCK OUTCROPS
 RC2370'BETWEEN THE RAILROAD, AND THE RIVER.
 RC2370'
 RC2370'TO REACH THE STATION FROM THE CASCADE LOCKS POST OFFICE GO EAST ON
 RC2370'U.S. HIGHWAY 30, AND INTERSTATE 80N FOR 7.0 MILES TO MILEPOST 49,
 RC2370'AND THE EXIT FOR WYETH, USE EXIT, THEN GO NORTH UNDER INTERSTATE 80N
 RC2370'FOR 0.1 MILE TO THE END OF TRUCK TRAVEL AT A LOCKED GATE IN THE
 RC2370'RAILROAD RIGHT-OF-WAY FENCE LINE.  HIKE NORTHWEST FOR 0.35 MILE TO
 RC2370'THE STATION.
 RC2370'
 RC2370'THE STATION MARK, STAMPED GORTON 2 1970, IS A U.S. ENGINEERS DISK
 RC2370'CEMENTED IN A DRILL HOLE IN BEDROCK ON THE HIGHEST PART OF THE
 RC2370'OUTCROP, 200 FEET NORTH OF THE RAILROAD TRACKS, 45 FEET NORTHEAST
 RC2370'OF THE SOUTHWEST POINT OF THE OUTCROP, 15 FEET WEST OF THE EAST
 RC2370'POINT OF THE OUTCROP, 3 FEET SOUTH OF THE NORTH EDGE OF THE OUTCROP,
 RC2370'AND 100 FEET HIGHER THAN THE RIVER.
 RC2370'
 RC2370'REFERENCE MARK NO. 1, STAMPED GORTON NO 1 1939, IS A STANDARD DISK
 RC2370'CEMENTED IN A DRILL HOLE IN BEDROCK AT THE EAST END OF THE OUTCROP,
 RC2370'AND 6 FEET LOWER THAN THE STATION.
 RC2370'
 RC2370'REFERENCE MARK NO. 3, STAMPED GORTON NO 3 1957, IS A STANDARD DISK
 RC2370'CEMENTED IN A DRILL HOLE IN BEDROCK, 3 FEET EAST OF THE WEST END OF
 RC2370'THE OUTCROP, AND 1 FOOT LOWER THAN THE STATION.
 RC2370'
 RC2370'TO REACH BENCH MARK S 446 RESET 1965, AZIMUTH MARK, FROM THE END OF
 RC2370'TRUCK TRAVEL GO SOUTH FOR 0.1 MILE TO A T INTERSECTION, TURN RIGHT,
 RC2370'AND GO WEST ON HERMAN CREEK ROAD FOR 0.2 MILE TO THE BENCH MARK ON
 RC2370'THE RIGHT.  IT IS A STANDARD BENCH MARK DISK, STAMPED S 446 OSHD
 RC2370'RESET 1965, CEMENTED IN A DRILL HOLE IN THE CURB OF THE CONCRETE
 RC2370'BRIDGE OVER GORTON CREEK, 300 FEET SOUTH OF THE EASTBOUND LANE OF
 RC2370'INTERSTATE 80N, 90 FEET WEST OF THE JUNCTION OF HERMAN CREEK ROAD,
 RC2370'AND FOREST SERVICE ROAD N 228, 10 FEET NORTH OF THE CENTER OF THE
 RC2370'BRIDGE, AND 6.5 FEET SOUTHWEST OF THE END OF THE RIGHT-OF-WAY
 RC2370'FENCE AT THE NORTHEAST CORNER OF THE BRIDGE.
 RC2370
 RC2370                          STATION RECOVERY (1974)
 RC2370
 RC2370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 RC2370'THE STATION MARK, AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 RC2370'CONDITION.  A DIFFERENCE WAS FOUND IN THE HORIZONTAL ANGLE TO THE
 RC2370'REFERENCE MARKS.  THE HORIZONTAL DISTANCE TO THE REFERENCE MARKS
 RC2370'WAS NOT VERIFIED.  THE DISTANCES SHOWN ABOVE WERE TAKEN FROM THE
 RC2370'RECOVERY NOTE SUBMITTED BY J.B.W. JR., DATED 1957.  A NEW TO REACH
 RC2370'FOLLOWS.
 RC2370'
 RC2370'TO REACH THE STATION FROM THE CASCADE LOCKS POST OFFICE GO EAST ON
 RC2370'U.S. HIGHWAY 30 FOR 1.3 MILES TO INTERSTATE 80N, CONTINUE EAST ON
 RC2370'INTERSTATE 80N FOR 5.9 MILES TO THE WYETH EXIT, USE THE EXIT, AND
 RC2370'PASS UNDER INTERSTATE 80N, AND GO NORTH FOR 0.1 MILE TO THE RAILROAD
 RC2370'TRACKS, THEN TURN LEFT, AND GO WEST ON THE GRAVELED ROAD ON THE
 RC2370'SOUTH SIDE OF THE RAILROAD TRACKS FOR 0.25 MILE TO THE END OF TRUCK
 RC2370'TRAVEL.  PACK NORTHWEST ACROSS THE RAILROAD TRACKS, THEN PACK
 RC2370'NORTHWEST UP THE FIRST ROCK PINNACLE TO THE SUMMIT, AND
 RC2370'STATION.  LENGTH OF PACK IS 3 MINUTES.
 RC2370'
 RC2370'NOTE--1957 DISTANCES ON LIST.
 RC2370'
 RC2370'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6-1/2 MILES EAST OF
 RC2370'CASCADE LOCKS.
 RC2370
 RC2370                          STATION RECOVERY (2004)
 RC2370
 RC2370'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 RC2370'THE STATION MARK AND REFERENCE MARK 1 COULD NOT BE LOCATED. REFERENCE
 RC2370'MARK 3 LOCATED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2658 ***********************************************************************
 RD2658  DESIGNATION -  GOSCHIE
 RD2658  PID         -  RD2658
 RD2658  STATE/COUNTY-  OR/MARION
 RD2658  USGS QUAD   -  SILVERTON (1985)
 RD2658
 RD2658                         *CURRENT SURVEY CONTROL
 RD2658  ___________________________________________________________________
 RD2658* NAD 83(1991)-  45 01 40.04951(N)    122 45 52.82565(W)     ADJUSTED  
 RD2658* NAVD 88     -        78.     (meters)     256.     (feet)  VERTCON   
 RD2658  ___________________________________________________________________
 RD2658  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 RD2658  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 RD2658  HORZ ORDER  -  SECOND
 RD2658
 RD2658.The horizontal coordinates were established by classical geodetic methods
 RD2658.and adjusted by the National Geodetic Survey in October 1991.
 RD2658
 RD2658.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD2658.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD2658
 RD2658.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2658
 RD2658.The geoid height was determined by GEOID03.
 RD2658
 RD2658;                    North         East     Units Scale Factor Converg.
 RD2658;SPC OR N     -   153,750.874 2,321,565.628   MT  0.99989759   -1 36 21.9
 RD2658;SPC OR N     -   504,432.00  7,616,685.13   iFT  0.99989759   -1 36 21.9
 RD2658;UTM  10      - 4,986,064.627   518,538.336   MT  0.99960423   +0 09 59.3
 RD2658
 RD2658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2658!SPC OR N     -   0.99999138  x   0.99989759  =   0.99988897
 RD2658!UTM  10      -   0.99999138  x   0.99960423  =   0.99959561
 RD2658
 RD2658:                Primary Azimuth Mark                     Grid Az
 RD2658:SPC OR N     -  JAMES                                    203 45 02.5
 RD2658:UTM  10      -  JAMES                                    201 58 41.3
 RD2658
 RD2658|---------------------------------------------------------------------|
 RD2658| PID    Reference Object                     Distance      Geod. Az  |
 RD2658|                                                           dddmmss.s |
 RD2658| CE1862 JAMES                                              2020840.6 |
 RD2658|---------------------------------------------------------------------|
 RD2658
 RD2658                          SUPERSEDED SURVEY CONTROL
 RD2658
 RD2658  NAD 83(1986)-  45 01 40.07156(N)    122 45 52.83995(W) AD(       ) 2
 RD2658  NAD 27      -  45 01 40.63488(N)    122 45 48.51715(W) AD(       ) 2
 RD2658  NGVD 29 (07/19/86)   77.     (m)          253.     (f) VERT ANG    3  
 RD2658
 RD2658.Superseded values are not recommended for survey control.
 RD2658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2658.See file dsdata.txt to determine how the superseded data were derived.
 RD2658
 RD2658_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ1853886065(NAD 83)
 RD2658_MARKER: DD = SURVEY DISK
 RD2658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD2658_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RD2658
 RD2658  HISTORY     - Date     Condition        Report By
 RD2658  HISTORY     - 1972     MONUMENTED       OR-047
 RD2658
 RD2658                          STATION DESCRIPTION
 RD2658
 RD2658'DESCRIBED BY MARION COUNTY OREGON 1972 (ADG)
 RD2658'THE STATION IS LOCATED ABOUT 2.2 MILES NORTHEAST OF THE CITY OF
 RD2658'SILVERTON AND IS SITUATED IN THE S.W. 1/4 OF THE S.W. 1/4 OF
 RD2658'SECTION 24, TOWNSHIP 6 SOUTH, RANGE 1 WEST, WILLAMETTE MERIDIAN,
 RD2658'MARION COUNTY, OREGON.
 RD2658'
 RD2658'TO REACH THE STATION FROM THE STEEL BRIDGE IN THE BUSINESS SECTION
 RD2658'IN DOWNTOWN SILVERTON, GO NORTH ON WATER STREET FOR (1) BLOCK TO
 RD2658'OAK STREET.  TURN RIGHT (EAST) ON OAK STREET AND MARKET ROAD NO. 33
 RD2658'(SILVERTON-MARQUAM ROAD) AND GO (OVER EAST HILL) FOR A DISTANCE OF
 RD2658'0.94 MILE TO MARKET ROAD NO. 74 ON THE LEFT.  TURN LEFT ON MARKET
 RD2658'ROAD NO. 74 (SILVERTON-MONITOR ROAD) AND GO A DISTANCE OF 5,660
 RD2658'FEET TO THE 2ND ANGLE POINT IN SAID ROAD AND STATION MARK.  POINT
 RD2658'IS A STANDARD COUNTY MONUMENT SET FLUSH WITH THE PAVEMENT AND IS
 RD2658'IN THE WESTERLY PORTION OF THE PAVEMENT.  POINT IS
 RD2658'IMMEDIATELY SOUTH OF A FARM LANE BETWEEN TWO HOP FIELDS WHICH
 RD2658'GOES TO THE WEST.  A GEODETIC MARKER POST STANDS 28 FEET EAST
 RD2658'IN THE ROAD RIGHT-OF-WAY FENCE.
 RD2658'
 RD2658'THE STATION MARK IS A MARION COUNTY BRASS DISK STAMPED MARION
 RD2658'COUNTY.  T6S, R1W. M.R. 74.  P.I. 56+60.4, SET IN THE TOP OF AN
 RD2658'8 INCH CYLINDRICAL CONCRETE POST AND 7 INCHES BELOW THE SURFACE OF
 RD2658'THE PAVEMENT.  A MARION COUNTY CAST IRON BOX ENCASES THE TOP OF
 RD2658'THE CONCRETE POST AND HAS A METAL COVER EMBOSSED WITH THE WORDS
 RD2658'MARION COUNTY MONUMENT.  THERE IS NO UNDERGROUND STATION MARK FOR
 RD2658'THIS STATION.
 RD2658'
 RD2658'AZIMUTH MARK IS STATION JAMES WHICH IS 2,798 FEET SOUTHWEST OF
 RD2658'STATION GOSCHIE AND IS P.I. STATION 28+62.3 OF SAID MARKET ROAD
 RD2658'NO. 74.  POINT IS 1.5 FEET WEST OF THE WESTERLY EDGE OF THE
 RD2658'PAVEMENT AND IS THE VERY FIRST ANGLE POINT SOUTH OF GOSCHIE.  A
 RD2658'GEODETIC MARKER POST STANDS WEST 15.5 FEET IN THE RIGHT-OF-WAY
 RD2658'FENCE.  POINT IS ABOUT 200 FEET SOUTHERLY OF THE INTERSECTION OF
 RD2658'MARKET ROADS NO. 74 AND 75.  THE AZIMUTH MARK IS A MARION
 RD2658'COUNTY BRASS DISK STAMPED MARION COUNTY.  T6S,
 RD2658'R1W.  M.R. 74.  P.I. 28+62.3, SET IN THE TOP OF AN 8
 RD2658'INCH CYLINDRICAL CONCRETE POST AND 10 INCHES BELOW THE
 RD2658'SURFACE OF OF THE GRAVEL.  A MARION COUNTY CAST IRON BOX
 RD2658'ENCASES THE TOP OF THE CONCRETE POST AND HAS A METAL COVER
 RD2658'EMBOSSED WITH THE WORDS MARION COUNTY MONUMENT.  THERE IS
 RD2658'NO UNDERGROUND STATION MARK FOR THIS AZIMUTH STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1638 ***********************************************************************
 QD1638  DESIGNATION -  GOSNEY
 QD1638  PID         -  QD1638
 QD1638  STATE/COUNTY-  OR/DESCHUTES
 QD1638  USGS QUAD   -  BEND AIRPORT (1962)
 QD1638
 QD1638                         *CURRENT SURVEY CONTROL
 QD1638  ___________________________________________________________________
 QD1638* NAD 83(1991)-  44 01 42.15182(N)    121 11 35.97743(W)     ADJUSTED  
 QD1638* NAVD 88     -      1114.6    (meters)    3657.     (feet)  VERTCON   
 QD1638  ___________________________________________________________________
 QD1638  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 QD1638  GEOID HEIGHT-         -20.82  (meters)                     GEOID03
 QD1638  HORZ ORDER  -  SECOND
 QD1638
 QD1638.The horizontal coordinates were established by classical geodetic methods
 QD1638.and adjusted by the National Geodetic Survey in October 1991.
 QD1638
 QD1638.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1638.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1638
 QD1638.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1638
 QD1638.The geoid height was determined by GEOID03.
 QD1638
 QD1638;                    North         East     Units Scale Factor Converg.
 QD1638;SPC OR S     -   262,586.647 1,444,417.613   MT  1.00000734   -0 28 27.6
 QD1638;SPC OR S     -   861,504.75  4,738,902.93   iFT  1.00000734   -0 28 27.6
 QD1638;UTM  10      - 4,876,611.186   644,780.198   MT  0.99985781   +1 15 21.2
 QD1638
 QD1638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1638!SPC OR S     -   0.99982853  x   1.00000734  =   0.99983587
 QD1638!UTM  10      -   0.99982853  x   0.99985781  =   0.99968636
 QD1638
 QD1638:                Primary Azimuth Mark                     Grid Az
 QD1638:SPC OR S     -  RB 030                                   000 31 38.0
 QD1638:UTM  10      -  RB 030                                   358 47 49.2
 QD1638
 QD1638|---------------------------------------------------------------------|
 QD1638| PID    Reference Object                     Distance      Geod. Az  |
 QD1638|                                                           dddmmss.s |
 QD1638| QD1636 RB 030                              APPROX. 0.8 KM 0000310.4 |
 QD1638|---------------------------------------------------------------------|
 QD1638
 QD1638                          SUPERSEDED SURVEY CONTROL
 QD1638
 QD1638  NAD 83(1986)-  44 01 42.15765(N)    121 11 35.98139(W) AD(       ) 2
 QD1638  NAD 27      -  44 01 42.73253(N)    121 11 31.88227(W) AD(       ) 2
 QD1638  NGVD 29 (07/19/86) 1113.4    (m)         3653.     (f) VERT ANG    3  
 QD1638
 QD1638.Superseded values are not recommended for survey control.
 QD1638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1638.See file dsdata.txt to determine how the superseded data were derived.
 QD1638
 QD1638_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP4478076611(NAD 83)
 QD1638_MARKER: DD = SURVEY DISK
 QD1638_SETTING: 66 = SET IN ROCK OUTCROP
 QD1638_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 QD1638_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 QD1638_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QD1638+STABILITY: POSITION/ELEVATION WELL
 QD1638
 QD1638  HISTORY     - Date     Condition        Report By
 QD1638  HISTORY     - 1978     MONUMENTED       OR-017
 QD1638
 QD1638                          STATION DESCRIPTION
 QD1638
 QD1638'DESCRIBED BY DESCHUTES COUNTY OREGON 1978 (JAK)
 QD1638'THE STATION IS ABOUT 5.0 MILES EAST OF BEND, IN THE RIGHT OF WAY OF
 QD1638'GOSNEY ROAD.
 QD1638'
 QD1638'TO REACH THE STATION FROM THE COURTHOUSE IN BEND, GO EAST ON GREENWOOD
 QD1638'AVENUE AND HIGHWAY 20 FOR 6.2 MILES TO THE JUNCTION WITH GOSNEY ROAD.
 QD1638'TURN RIGHT AND GO SOUTH ON GOSNEY ROAD 1.5 MILES TO THE STATION.
 QD1638'
 QD1638'STATION MARK IS A STANDARD DESCHUTES COUNTY DISK STAMPED ---GOSNEY
 QD1638'1978---.  THE DISK IS SET IN ROCK AT GROUND LEVEL.  IT IS 9.9 FEET
 QD1638'EAST OF THE EDGE OF PAVEMENT, 40.1 FEET EAST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0487 ***********************************************************************
 QE0487  DESIGNATION -  GOT
 QE0487  PID         -  QE0487
 QE0487  STATE/COUNTY-  OR/POLK
 QE0487  USGS QUAD   -  DALLAS (1986)
 QE0487
 QE0487                         *CURRENT SURVEY CONTROL
 QE0487  ___________________________________________________________________
 QE0487* NAD 83(1986)-  44 56 49.     (N)    123 18 40.     (W)     SCALED    
 QE0487* NAVD 88     -        99.850  (meters)     327.59   (feet)  ADJUSTED  
 QE0487  ___________________________________________________________________
 QE0487  GEOID HEIGHT-         -22.01  (meters)                     GEOID03
 QE0487  DYNAMIC HT  -          99.850 (meters)     327.59  (feet)  COMP
 QE0487  MODELED GRAV-     980,610.6   (mgal)                       NAVD 88
 QE0487
 QE0487  VERT ORDER  -  FIRST     CLASS II
 QE0487
 QE0487.The horizontal coordinates were scaled from a topographic map and have
 QE0487.an estimated accuracy of +/- 6 seconds.
 QE0487
 QE0487.The orthometric height was determined by differential leveling
 QE0487.and adjusted in June 1991.
 QE0487
 QE0487.The geoid height was determined by GEOID03.
 QE0487
 QE0487.The dynamic height is computed by dividing the NAVD 88
 QE0487.geopotential number by the normal gravity value computed on the
 QE0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0487.degrees latitude (g = 980.6199 gals.).
 QE0487
 QE0487.The modeled gravity was interpolated from observed gravity values.
 QE0487
 QE0487;                    North         East    Units  Estimated Accuracy
 QE0487;SPC OR N     -   146,130.    2,278,220.      MT  (+/- 180 meters Scaled)
 QE0487
 QE0487                          SUPERSEDED SURVEY CONTROL
 QE0487
 QE0487  NGVD 29 (??/??/92)   98.812  (m)          324.19   (f) ADJ UNCH    1 2
 QE0487
 QE0487.Superseded values are not recommended for survey control.
 QE0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0487.See file dsdata.txt to determine how the superseded data were derived.
 QE0487
 QE0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ754771(NAD 83)
 QE0487_MARKER: DD = SURVEY DISK
 QE0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0487_STAMPING: GOT S.O.T. 1936 ELEV 324
 QE0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0487+STABILITY: SURFACE MOTION
 QE0487
 QE0487  HISTORY     - Date     Condition        Report By
 QE0487  HISTORY     - 1936     MONUMENTED       DOD
 QE0487  HISTORY     - 1973     GOOD             USGS
 QE0487
 QE0487                          STATION DESCRIPTION
 QE0487
 QE0487'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 QE0487'1.2 MI N FROM DALLAS.
 QE0487'DALLAS, ABOUT 1.2 MI N. ALONG THE OLD HWY. FROM THE MAIN 4-WAY JCT.
 QE0487'(OF STATE HWY. 223 WITH RDS. LEADING E. TO SALEM AND W. TO ELLENDALE)
 QE0487'IN THE N. PART OF, 275 FT SSW. OF CENTERLINE OF RD. FK. OF RD. LEADING
 QE0487'NW. TO ORCHARD KNOB, 28 FT W. OF CENTERLINE OF OLD HWY. OPPOSITE, 1 FT
 QE0487'E. OF A METAL WITNESS POST.  A STD. CORPS OF ENGINEERS, U.S. ARMY DISK
 QE0487'STAMPED GOT S.O.T. 1936 ELEV 324, SET IN THE TOP OF A CONC. POST FLUSH
 QE0487'WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1777 ***********************************************************************
 QE1777  DESIGNATION -  GOULARD
 QE1777  PID         -  QE1777
 QE1777  STATE/COUNTY-  OR/LINN
 QE1777  USGS QUAD   -  ONEHORSE SLOUGH (1975)
 QE1777
 QE1777                         *CURRENT SURVEY CONTROL
 QE1777  ___________________________________________________________________
 QE1777* NAD 83(1991)-  44 31 40.98430(N)    122 46 13.03031(W)     ADJUSTED  
 QE1777* NAVD 88     -       311.1    (meters)    1021.     (feet)  VERTCON   
 QE1777  ___________________________________________________________________
 QE1777  LAPLACE CORR-           3.36  (seconds)                    DEFLEC99
 QE1777  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 QE1777  HORZ ORDER  -  SECOND
 QE1777
 QE1777.The horizontal coordinates were established by classical geodetic methods
 QE1777.and adjusted by the National Geodetic Survey in October 1991.
 QE1777
 QE1777.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE1777.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE1777
 QE1777.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE1777
 QE1777.The geoid height was determined by GEOID03.
 QE1777
 QE1777;                    North         East     Units Scale Factor Converg.
 QE1777;SPC OR N     -    98,254.741 2,319,563.298   MT  0.99995665   -1 36 36.2
 QE1777;SPC OR N     -   322,358.07  7,610,115.81   iFT  0.99995665   -1 36 36.2
 QE1777;UTM  10      - 4,930,550.705   518,252.973   MT  0.99960410   +0 09 39.9
 QE1777
 QE1777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE1777!SPC OR N     -   0.99995486  x   0.99995665  =   0.99991151
 QE1777!UTM  10      -   0.99995486  x   0.99960410  =   0.99955898
 QE1777
 QE1777:                Primary Azimuth Mark                     Grid Az
 QE1777:SPC OR N     -  GOULARD AZ MK                            124 48 33.6
 QE1777:UTM  10      -  GOULARD AZ MK                            123 02 17.5
 QE1777
 QE1777|---------------------------------------------------------------------|
 QE1777| PID    Reference Object                     Distance      Geod. Az  |
 QE1777|                                                           dddmmss.s |
 QE1777| CE1533 GOULARD AZ MK                                      1231157.4 |
 QE1777| CE1534 GOULARD RM 2                          7.470 METERS 17744     |
 QE1777| CE1535 GOULARD RM 3                          4.301 METERS 30838     |
 QE1777|---------------------------------------------------------------------|
 QE1777
 QE1777                          SUPERSEDED SURVEY CONTROL
 QE1777
 QE1777  NAD 83(1986)-  44 31 41.00396(N)    122 46 13.05323(W) AD(       ) 2
 QE1777  NAD 27      -  44 31 41.56300(N)    122 46 08.73700(W) AD(       ) 2
 QE1777  NGVD 29 (07/19/86)  310.1    (m)         1017.     (f) VERT ANG    3  
 QE1777
 QE1777.Superseded values are not recommended for survey control.
 QE1777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1777.See file dsdata.txt to determine how the superseded data were derived.
 QE1777
 QE1777_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ1825330551(NAD 83)
 QE1777_MARKER: DD = SURVEY DISK
 QE1777_SETTING: 80 = SET IN A BOULDER
 QE1777_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QE1777
 QE1777  HISTORY     - Date     Condition        Report By
 QE1777  HISTORY     - 1948     MONUMENTED       USGS
 QE1777  HISTORY     - 1953     GOOD             USGS
 QE1777  HISTORY     - 1961     GOOD             BPA
 QE1777  HISTORY     - 1966     GOOD             CGS
 QE1777  HISTORY     - 1979     GOOD             NGS
 QE1777  HISTORY     - 20030709 POOR             INDIV
 QE1777
 QE1777                          STATION DESCRIPTION
 QE1777
 QE1777'DESCRIBED BY US GEOLOGICAL SURVEY 1953 (LGT)
 QE1777'THE STATION IS LOCATED ABOUT 11 MILES, AIR LINE, NORTH-NORTHWEST
 QE1777'OF SWEET HOME, 7 MILES, AIR LINE, EAST OF LEBANON, AND 4 MILES,
 QE1777'AIR LINE, SOUTH-SOUTHWEST OF LACOMB.  THE STATION IS ON THE
 QE1777'PROPERTY OF I.H. GOULARD AND IS ABOUT 75 FEET NORTHEAST OF
 QE1777'MR. GOULARDS RESIDENCE.  IT IS 10 FEET SOUTHEAST OF THE EAST END
 QE1777'OF A GATE, 8 FEET SOUTH OF AN EAST-WEST FENCE, AND 3-1/2 FEET
 QE1777'WEST OF A NORTH-SOUTH FENCE.
 QE1777'
 QE1777'TO REACH FROM THE INTERSECTION OF PARK AND GRANT STREETS IN
 QE1777'LEBANON, GO EAST FOR 0.95 MILE TO FORK JUST AFTER CROSSING A LARGE
 QE1777'BRIDGE.  TAKE THE RIGHT FORK AND FOLLOW THE PAVED ROAD FOR 5.65
 QE1777'MILES TO A FORK.  TAKE THE RIGHT FORK AND GO 2.3 MILES TO A GRAVEL
 QE1777'ROAD LEFT.  TURN LEFT AND FOLLOW THE GRAVEL ROAD FOR 2.7 MILES TO
 QE1777'A ROAD LEFT.  TURN LEFT AND GO 0.1 MILE TO THE AZIMUTH MARK ON
 QE1777'THE LEFT.  CONTINUE ON THE ROAD FOR 0.25 MILE TO MR. GOULARDS
 QE1777'RESIDENCE AND THE STATION.  A DRIVE STATION.
 QE1777'
 QE1777'THE STATION MARK, A U.S. GEOLOGICAL SURVEY BENCH MARK STAMPED
 QE1777'GOULARD 1948, IS SET IN A DRILL HOLE IN A BOULDER WHICH IS FLUSH
 QE1777'WITH THE GROUND.
 QE1777'
 QE1777'REFERENCE MARK 1, A U.S. GEOLOGICAL SURVEY REFERENCE MARK DISK,
 QE1777'WAS NOT FOUND.
 QE1777'
 QE1777'REFERENCE MARK 2, A U.S. GEOLOGICAL SURVEY REFERENCE MARK DISK
 QE1777'STAMPED NO 2, IS SET IN A DRILL HOLE IN A BOULDER WHICH IS FLUSH
 QE1777'WITH THE GROUND.  IT IS 2-1/2 FEET WEST OF A NORTH-SOUTH FENCE.
 QE1777'
 QE1777'REFERENCE MARK 3, A U.S. GEOLOGICAL SURVEY REFERENCE MARK DISK
 QE1777'STAMPED GOULARD NO 3 1950, IS SET IN A DRILL HOLE IN A BOULDER
 QE1777'WHICH IS FLUSH WITH THE GROUND.  IT IS 5 FEET WEST OF THE EAST
 QE1777'END OF THE GATE.
 QE1777'
 QE1777'THE AZIMUTH MARK, A STANDARD DISK STAMPED GOULARD USGS 1953, IS
 QE1777'SET IN THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS 6 INCHES
 QE1777'ABOVE THE GROUND.  IT IS 20 FEET SOUTH OF THE ROAD, 3 FEET WEST
 QE1777'OF A WHITE WITNESS POST, AND 1 FOOT NORTH OF A FENCE.
 QE1777
 QE1777                          STATION RECOVERY (1961)
 QE1777
 QE1777'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1961
 QE1777'TO REACH, FOLLOW ORIGINAL DESCRIPTION PLUS THE FOLLOWING--NEAR
 QE1777'TOP OF HILL IS A FORK.  RIGHT FORK GOES TO HOUSE OF
 QE1777'R. C. PEEBLES.  TAKE LEFT FORK AND GO 0.1 MILE TO AZIMUTH MARK
 QE1777'ON LEFT, OPPOSITE SOUTH END OF NORTH-SOUTH FENCE LINE FROM
 QE1777'PEEBLES HOUSE TO ROAD.  CONTINUE ON AROUND BEND IN ROAD TO RIGHT
 QE1777'FOR 0.2 MILE TO FARTHER HOUSE (GOULARDS HOUSE).  STATION IS
 QE1777'75 FEET NORTHEAST OF NORTHEAST CORNER OF GOULARD HOUSE BETWEEN
 QE1777'ROAD BEND TO LEFT AND FENCE CORNER.
 QE1777
 QE1777                          STATION RECOVERY (1966)
 QE1777
 QE1777'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JCL)
 QE1777'THE STATION MARK, REFERENCE MARK NO. 2, REFERENCE MARK NO. 3 AND
 QE1777'THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD
 QE1777'CONDITION.  LANDMARKS HAVE CHANGED.  FOLLOWING IS A NEW COMPLETE
 QE1777'DESCRIPTION.
 QE1777'
 QE1777'THE STATION IS ABOUT 7 MILES EAST OF LEBANON, ABOUT 4 MILES
 QE1777'SOUTH-SOUTHWEST OF LACOMB AND ABOUT 4 MILES NORTHEAST OF
 QE1777'WATERLOO ON PROPERTY OWNED BY DR. LLOYD ERMSHAR AND OCCUPIED
 QE1777'BY MR. I.H. GOULARD.
 QE1777'
 QE1777'TO REACH THE STATION FROM THE CROSS STREET, JUST WEST OF THE
 QE1777'WATERLOO POST OFFICE GO NORTH AND WEST ON THE MACADAM STREET FOR
 QE1777'0.2 MILE TO A SIDE ROAD RIGHT, TURN RIGHT, CROSS THE SANTIAM
 QE1777'RIVER AND GO NORTHEAST ON THE MACADAM ROAD FOR 1.3 MILES TO A T
 QE1777'INTERSECTION, TURN RIGHT AND GO EAST ON THE MACADAM ROAD FOR 0.3
 QE1777'MILE TO A FORK, TAKE RIGHT FORK AND GO SOUTHEAST ON THE MACADAM
 QE1777'ROAD FOR 2.2 MILES TO A SIDE ROAD LEFT, TURN LEFT AND GO NORTH
 QE1777'ON THE GRAVELED ROAD FOR 2.55 MILES TO A DRIVEWAY ON THE LEFT,
 QE1777'JUST BEFORE CROSSING A CATTLE GUARD, TURN LEFT ON THE
 QE1777'DRIVEWAY AND GO WEST FOR 0.1 MILE TO THE AZIMUTH MARK ON THE
 QE1777'LEFT.  CONTINUE ON THE DRIVEWAY FOR 0.25 MILE TO THE RESIDENCE AND
 QE1777'STATION.
 QE1777'
 QE1777'THE STATION MARK, STAMPED GOULARD 1948, IS A U.S. GEOLOGICAL
 QE1777'SURVEY BENCH MARK DISK CEMENTED IN A DRILL HOLE IN A BOULDER, 75
 QE1777'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE RESIDENCE, 28 FEET
 QE1777'WEST OF THE GARDEN FENCE, 27 FEET SOUTHEAST OF THE EAST END OF A
 QE1777'GATE, 20 FEET EAST OF THE CENTER OF A TRACK ROAD TO A FIELD, 10
 QE1777'FEET SOUTHWEST OF A FENCE CORNER, 1 FOOT WEST OF A METAL WITNESS
 QE1777'POST AND 1 INCH BELOW THE SURFACE.
 QE1777'
 QE1777'REFERENCE MARK NO. 2, STAMPED GOULADR REFERENCE MARK NO 2, IS A
 QE1777'U.S.G.S. REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN A BOULDER,
 QE1777'34 FEET SOUTH OF THE FENCE CORNER, 27 FEET WEST OF THE GARDEN
 QE1777'FENCE, 27 FEET NORTH OF THE CENTER OF THE ROAD TO THE GARDEN,
 QE1777'25 FEET SOUTH OF THE WITNESS POST, 19 FEET EAST OF THE ROAD
 QE1777'TO THE FIELD AND 2 INCHES BELOW THE SURFACE.
 QE1777'
 QE1777'REFERENCE MARK NO. 3, STAMPED GOULARD REFERENCE MARK NO 3, IS A
 QE1777'U.S.G.S. REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN A
 QE1777'BOULDER, 17 FEET SOUTH OF THE EAST END OF THE GATE, 15 FEET
 QE1777'WEST OF A FENCE CORNER, 15 FEET WEST-NORTHWEST OF THE WITNESS
 QE1777'POST, 8 FEET EAST OF THE CENTER OF THE FIELD ROAD AND 1 INCH
 QE1777'BELOW THE SURFACE.
 QE1777'
 QE1777'THE AZIMUTH MARK, STAMPED GOULARD USGS 1953, IS A STANDARD DISK
 QE1777'SET IN A CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 5 INCHES, 20
 QE1777'FEET SOUTH OF THE CENTER OF THE DRIVEWAY, 1 FOOT NORTH OF AN
 QE1777'EAST-WEST FENCE LINE AND 1 FOOT WEST OF A METAL WITNESS
 QE1777'POST.
 QE1777
 QE1777                          STATION RECOVERY (1979)
 QE1777
 QE1777'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 QE1777'THE STATION, REFERENCE MARK 2, REFERENCE MARK 3 AND THE AZIMUTH
 QE1777'MARK WERE RECOVERED IN GOOD CONDITION.  THE DISTANCE TO RM 2 CHECKED
 QE1777'BY 0.003 M WHILE THE DISTANCE TO RM 3 CHECKED BY 0.007 M.  A NEW
 QE1777'DESCRIPTION FOLLOWS.
 QE1777'
 QE1777'THE STATION IS LOCATED ABOUT 11 MILES NORTH-NORTHWEST OF SWEET HOME,
 QE1777'7 MILES EAST OF LEBANON, 4 MILES SOUTH-SOUTHWEST OF LACOMB AND ABOUT
 QE1777'4 MILES NORTHEAST OF WATERLOO.
 QE1777'
 QE1777'TO REACH THE STATION FROM THE BRIDGE OVER THE SANTIAM RIVER IN
 QE1777'WATERLOO, GO NORTHEAST ON A PAVED ROAD FOR 1.3 MILES TO A T JUNCTION,
 QE1777'TURN RIGHT AND GO EAST FOR 0.3 MILE TO A FORK, TURN RIGHT AND GO 2.2
 QE1777'MILES TO A SIDE ROAD LEFT, TURN LEFT AND GO 2.55 MILES TO END OF
 QE1777'COUNTY ROAD.  TURN LEFT AND GO 0.1 MILE, THE AZIMUTH MARK IS ON LEFT,
 QE1777'CONTINUE ON 0.25 TO A PRIVATE RESIDENCE AND STATION ON THE RIGHT.
 QE1777'
 QE1777'THE STATION IS A STANDARD US GEOLOGICAL SURVEY DISK STAMPED
 QE1777'---GOULARD 1948---SET INTO ROCK OUTCROP LOCATED 22.86 METERS (75.0
 QE1777'FEET) NE FROM THE NORTHEAST CORNER OF THE HOUSE, 11.09 METERS (36.4
 QE1777'FEET) WSW FROM A FENCE CORNER WITH A 16 INCH IN DIAMETER POST, 14.17
 QE1777'METERS (46.5 FEET) SSE FROM THE EAST END, HINGE END, OF A WOODEN
 QE1777'GATE, 8.53 METERS (28.0 FEET) W FROM A FENCE LINE, 14.33 METERS (47.0
 QE1777'FEET) SW FROM THE NORTHWEST CORNER OF A CONCRETE PATIO, FOR A TRAVEL
 QE1777'TRAILER, 6.1 METERS (20 FEET) W FROM A TREE, AND 0.9 METER (3 FEET) N
 QE1777'FROM THE HIGHEST PART OF THE ROCK OUTCROP AND 6 INCHES LOWER (MARK IS
 QE1777'2 INCHES BELOW THE GROUND).
 QE1777'
 QE1777'REFERENCE MARK NO. 2 IS A STANDARD US GEOLOGICAL SURVEY DISK STAMPED
 QE1777'---UNSTAMPED---SET INTO ROCK OUTCROP THE DISK HAS REFERENCE MARK
 QE1777'NO. 2 CAST INTO THE DISK.  IT IS 4 INCHES BELOW THE SURFACE OF THE
 QE1777'GROUND AND IS LOCATED 19.02 METERS (62.4 FEET) ENE FROM THE NE CORNER
 QE1777'OF THE HOUSE, 9.14 METERS (30.0 FEET) WNW FROM THE NORTH END OF A
 QE1777'GATE, 7.04 METERS (23.1 FEET) W FROM A FENCE, 9.39 METERS (30.8 FEET)
 QE1777'SW FROM A TREE THAT IS BETWEEN THE STATION AND A NORTH-SOUTH FENCE,
 QE1777'AND 1/2 FOOT HIGHER THAN THE STATION.
 QE1777'
 QE1777'REFERENCE MARK NO. 3 IS A STANDARD US GEOLOGICAL SURVEY DISK STAMPED
 QE1777'---GOULARD NO 3---SET INTO A ROCK THAT IS ABOUT 3 INCHES BELOW THE
 QE1777'SURFACE OF THE GROUND.  IT IS LOCATED 6.71 METERS (22.0 FEET) SE FROM
 QE1777'A FENCE CORNER WITH A 16 INCH IN DIAMETER POST, 11.28 METERS (37.0
 QE1777'FEET) S FROM THE EAST SIDE, HINGE END, OF A WOODEN GATE, AND 15.2
 QE1777'METERS (50 FEET) SW FROM THE NW CORNER OF A CONCRETE PATIO.
 QE1777
 QE1777                          STATION RECOVERY (2003)
 QE1777
 QE1777'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (RJ)
 QE1777'WE FOUND THE GOULARD AZIMUTH MARK DISTURBED.  THE 3.5 IN. BRASS CAP
 QE1777'IN CONCRETE IS LEANING NORTH.  SAID BRASS CAP AND CONCRETE IS BEING
 QE1777'PUSHED NORTH BY A 14 IN. DOUGLAS FIR TREE.  IT APPEARS THAT THE CAP
 QE1777'HAS MOVED APPROX. 0.3 TO 0.5 FEET NORTH.  THERE NOW A 1/2 IN. DIA.
 QE1777'IRON ROD NORTH 6DEG 31MIN 23SEC WEST, 18.42 FEET FROM THE TOP OF THE
 QE1777' 
 QE1777'CAP AT THE CURRENT LOCATION.  THERE IS ALSO NOW A 1/2 IN. FIBERGLASS
 QE1777' 
 QE1777'ROD 1.5 FEET WEST OF THE CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2016 ***********************************************************************
 RC2016  DESIGNATION -  GOV
 RC2016  PID         -  RC2016
 RC2016  STATE/COUNTY-  OR/CLACKAMAS
 RC2016  USGS QUAD   -  GOVERNMENT CAMP (1980)
 RC2016
 RC2016                         *CURRENT SURVEY CONTROL
 RC2016  ___________________________________________________________________
 RC2016* NAD 83(2007)-  45 18 07.98485(N)    121 45 20.94943(W)     ADJUSTED  
 RC2016* NAVD 88     -      1177.14   (+/-2cm)    3862.0    (feet)  VERTCON   
 RC2016  ___________________________________________________________________
 RC2016  EPOCH DATE  -        2007.00
 RC2016  X           -  -2,365,505.100 (meters)                     COMP
 RC2016  Y           -  -3,821,746.134 (meters)                     COMP
 RC2016  Z           -   4,511,857.081 (meters)                     COMP
 RC2016  LAPLACE CORR-           8.26  (seconds)                    DEFLEC99
 RC2016  ELLIP HEIGHT-        1156.233 (meters)          (02/10/07) ADJUSTED
 RC2016  GEOID HEIGHT-         -20.84  (meters)                     GEOID03
 RC2016
 RC2016  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 RC2016  Type    PID    Designation                      North   East  Ellip
 RC2016  -------------------------------------------------------------------
 RC2016  NETWORK RC2016 GOV                               2.98   5.90  18.19
 RC2016  -------------------------------------------------------------------
 RC2016  VERT ORDER  -  THIRD ? (See Below)
 RC2016
 RC2016.The horizontal coordinates were established by GPS observations
 RC2016.and adjusted by the National Geodetic Survey in February 2007.
 RC2016
 RC2016.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 RC2016.See www.ngs.noaa.gov/NationalReadjustment for more information.
 RC2016.The horizontal coordinates are valid at the epoch date displayed above.
 RC2016.The epoch date for horizontal control is a decimal equivalence
 RC2016.of Year/Month/Day.
 RC2016
 RC2016.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC2016.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC2016.The vertical order pertains to the NGVD 29 superseded value.
 RC2016
 RC2016.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RC2016
 RC2016.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2016
 RC2016.The ellipsoidal height was determined by GPS observations
 RC2016.and is referenced to NAD 83.
 RC2016
 RC2016.The geoid height was determined by GEOID03.
 RC2016
 RC2016;                    North         East     Units Scale Factor Converg.
 RC2016;SPC OR N     -   182,510.455 2,401,518.623   MT  0.99989729   -0 53 26.2
 RC2016;SPC OR N     -   598,787.58  7,878,998.11   iFT  0.99989729   -0 53 26.2
 RC2016;UTM  10      - 5,017,276.765   597,543.530   MT  0.99971699   +0 53 04.1
 RC2016
 RC2016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2016!SPC OR N     -   0.99981876  x   0.99989729  =   0.99971607
 RC2016!UTM  10      -   0.99981876  x   0.99971699  =   0.99953580
 RC2016
 RC2016                          SUPERSEDED SURVEY CONTROL
 RC2016
 RC2016  NAD 83(1998)-  45 18 07.98345(N)    121 45 20.94876(W) AD(       ) 2
 RC2016  ELLIP H (07/18/02) 1156.234  (m)                       GP(       ) 4 1
 RC2016  NAD 83(1991)-  45 18 07.98116(N)    121 45 20.94704(W) AD(       ) 2
 RC2016  ELLIP H (10/15/91) 1156.429  (m)                       GP(       ) 4 1
 RC2016  NAD 83(1986)-  45 18 07.99764(N)    121 45 20.95342(W) AD(       ) 2
 RC2016  NGVD 29 (09/20/88) 1176.00   (m)         3858.3    (f) LEVELING    3  
 RC2016
 RC2016.Superseded values are not recommended for survey control.
 RC2016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2016.See file dsdata.txt to determine how the superseded data were derived.
 RC2016
 RC2016_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER9754417277(NAD 83)
 RC2016_MARKER: DD = SURVEY DISK
 RC2016_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 RC2016_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 RC2016_MAGNETIC: N = NO MAGNETIC MATERIAL
 RC2016_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC2016_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RC2016+SATELLITE: SATELLITE OBSERVATIONS - 1987
 RC2016
 RC2016  HISTORY     - Date     Condition        Report By
 RC2016  HISTORY     - 1987     MONUMENTED       NGS
 RC2016
 RC2016                          STATION DESCRIPTION
 RC2016
 RC2016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (LLR)
 RC2016'THE STATION IS LOCATED IN THE COMMUNITY OF GOVERNMENT CAMP.
 RC2016'
 RC2016'TO REACH THE STATION FROM THE REST STOP AT GOVERNMENT CAMP GO WEST
 RC2016'ON FRONTAGE ROAD FOR 0.8 KM (0.5 MILE), TURN LEFT ONTO SIDE ROAD
 RC2016'AND GO 0.15 MILE TO AN OVERPASS OVER HIGHWAY 26 AND THE STATION ON
 RC2016'THE LEFT.
 RC2016'
 RC2016'THE STATION IS A STANDARD NGS DISK
 RC2016'STAMPED---GOV 1987---,
 RC2016'SET INTO A DRILLHOLE INTO THE CONCRETE CURB.
 RC2016'4.88 METERS (16 FT) NORTH FROM THE SOUTHEAST END OF THE OVERPASS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2848 ***********************************************************************
 RD2848  DESIGNATION -  GOVE
 RD2848  PID         -  RD2848
 RD2848  STATE/COUNTY-  OR/MULTNOMAH
 RD2848  USGS QUAD   -  MOUNT TABOR (1990)
 RD2848
 RD2848                         *CURRENT SURVEY CONTROL
 RD2848  ___________________________________________________________________
 RD2848* NAD 83(1991)-  45 34 14.23232(N)    122 31 01.34826(W)     ADJUSTED  
 RD2848* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 RD2848  ___________________________________________________________________
 RD2848  LAPLACE CORR-           2.21  (seconds)                    DEFLEC99
 RD2848  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 RD2848  HORZ ORDER  -  THIRD
 RD2848
 RD2848.The horizontal coordinates were established by classical geodetic methods
 RD2848.and adjusted by the National Geodetic Survey in October 1991.
 RD2848
 RD2848.The orthometric height was scaled from a topographic map.
 RD2848
 RD2848.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2848
 RD2848.The geoid height was determined by GEOID03.
 RD2848
 RD2848;                    North         East     Units Scale Factor Converg.
 RD2848;SPC OR N     -   213,537.748 2,342,578.249   MT  0.99991916   -1 25 49.6
 RD2848;SPC OR N     -   700,583.16  7,685,624.18   iFT  0.99991916   -1 25 49.6
 RD2848;SPC WA S     -    28,388.267   342,555.324   MT  1.00006988   -1 27 54.6
 RD2848;SPC WA S     -    93,137.17  1,123,866.93   sFT  1.00006988   -1 27 54.6
 RD2848;UTM  10      - 5,046,455.661   537,684.821   MT  0.99961746   +0 20 41.6
 RD2848
 RD2848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2848!SPC OR N     -   1.00000340  x   0.99991916  =   0.99992256
 RD2848!SPC WA S     -   1.00000340  x   1.00006988  =   1.00007328
 RD2848!UTM  10      -   1.00000340  x   0.99961746  =   0.99962086
 RD2848
 RD2848|---------------------------------------------------------------------|
 RD2848| PID    Reference Object                     Distance      Geod. Az  |
 RD2848|                                                           dddmmss.s |
 RD2848| CE2591 GOVE RM 1                            11.740 METERS 04054     |
 RD2848| RD2899 ROCKY BUTTE RESET                   APPROX. 4.7 KM 2351055.3 |
 RD2848| CE2592 GOVE RM 2                            14.415 METERS 30512     |
 RD2848|---------------------------------------------------------------------|
 RD2848
 RD2848                          SUPERSEDED SURVEY CONTROL
 RD2848
 RD2848  NAD 83(1986)-  45 34 14.24873(N)    122 31 01.35256(W) AD(       ) 3
 RD2848  NAD 27      -  45 34 14.81800(N)    122 30 57.01900(W) AD(       ) 3
 RD2848
 RD2848.Superseded values are not recommended for survey control.
 RD2848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2848.See file dsdata.txt to determine how the superseded data were derived.
 RD2848
 RD2848_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER3768546456(NAD 83)
 RD2848_MARKER: Z = SEE DESCRIPTION
 RD2848_SETTING: 0 = UNSPECIFIED SETTING
 RD2848
 RD2848  HISTORY     - Date     Condition        Report By
 RD2848  HISTORY     - 1946     MONUMENTED       CGS
 RD2848  HISTORY     - 1954     SEE DESCRIPTION  USGS
 RD2848
 RD2848                          STATION DESCRIPTION
 RD2848
 RD2848'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (EHB)
 RD2848'ABOUT MIDWAY ALONG THE S SIDE OF GOVERNMENT ISLAND, DIRECTLY
 RD2848'OPPOSITE FROM THE RUINS OF AN OLD FERRY LANDING LOCATED AT THE FOOT
 RD2848'OF N.E. 138TH STREET, A BRONZE DISK STAMPED GOVE 1946 IN THE TOP OF
 RD2848'A CONCRETE POST, 5 INCHES IN DIAMETER, 18 INCHES DEEP AND EXTENDING
 RD2848'2 INCHES ABOVE THE SURFACE OF THE GROUND.  THIS PORTION OF THE
 RD2848'ISLAND IS A GRASSY PLAIN AND THE MARK IS ABOUT 25 FEET ABOVE THE
 RD2848'RIVER AT LOW RIVER STAGE AND 15 FEET IN FROM THE BANK.
 RD2848'
 RD2848'REFERENCE MARK 1 IS A BRONZE DISK STAMPED R.M. 1 1946 IN A CONCRETE
 RD2848'POST 5 INCHES SQUARE, BURIED 12 INCHES AND EXTENDING 6 INCHES ABOVE
 RD2848'THE SURFACE, 11.740 METERS NE OF THE STATION.
 RD2848'
 RD2848'REFERENCE MARK 2 IS A BRONZE DISK STAMPED R.M. 2 1946 IN A CONCRETE
 RD2848'POST 5 INCHES IN DIAMETER BURIED 12 INCHES AND EXTENDING 6 INCHES
 RD2848'ABOVE THE SURFACE, 14.415 METERS NW OF THE STATION.
 RD2848
 RD2848                          STATION RECOVERY (1954)
 RD2848
 RD2848'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 RD2848'THE BANK HERE HAS WASHED BADLY IN RECENT YEARS.  STATION IS
 RD2848'UNDOUBTEDLY IN RIVER.  STATION SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2329 ***********************************************************************
 RD2329  DESIGNATION -  GOVERNMENT IS RNG FRONT LT 36
 RD2329  PID         -  RD2329
 RD2329  STATE/COUNTY-  OR/MULTNOMAH
 RD2329  USGS QUAD   -  CAMAS (1993)
 RD2329
 RD2329                         *CURRENT SURVEY CONTROL
 RD2329  ___________________________________________________________________
 RD2329* NAD 83(1991)-  45 33 52.46174(N)    122 26 50.53085(W)     NO CHECK  
 RD2329* NAVD 88     -              **(meters)            **(feet)            
 RD2329  ___________________________________________________________________
 RD2329  LAPLACE CORR-           3.71  (seconds)                    DEFLEC99
 RD2329  GEOID HEIGHT-         -22.65  (meters)                     GEOID03
 RD2329  HORZ ORDER  -  THIRD
 RD2329
 RD2329.The horizontal coordinates were established by classical geodetic methods
 RD2329.and adjusted by the National Geodetic Survey in October 1991.
 RD2329.No horizontal observational check was made to the station.
 RD2329
 RD2329
 RD2329.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2329
 RD2329.The geoid height was determined by GEOID03.
 RD2329
 RD2329;                    North         East     Units Scale Factor Converg.
 RD2329;SPC OR N     -   212,732.463 2,347,998.553   MT  0.99991842   -1 22 51.8
 RD2329;SPC OR N     -   697,941.15  7,703,407.33   iFT  0.99991842   -1 22 51.8
 RD2329;SPC WA S     -    27,579.632   347,975.971   MT  1.00007173   -1 24 52.4
 RD2329;SPC WA S     -    90,484.18  1,141,651.16   sFT  1.00007173   -1 24 52.4
 RD2329;UTM  10      - 5,045,818.893   543,125.847   MT  0.99962287   +0 23 40.6
 RD2329
 RD2329                          SUPERSEDED SURVEY CONTROL
 RD2329
 RD2329  NAD 83(1986)-  45 33 52.47707(N)    122 26 50.53531(W) AD(       ) 4
 RD2329  NAD 27      -  45 33 53.04203(N)    122 26 46.20334(W) AD(       ) 3
 RD2329
 RD2329.Superseded values are not recommended for survey control.
 RD2329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2329.See file dsdata.txt to determine how the superseded data were derived.
 RD2329
 RD2329_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER4312645819(NAD 83)
 RD2329_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD2329+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2004
 RD2329
 RD2329  HISTORY     - Date     Condition        Report By
 RD2329  HISTORY     - 1956     MONUMENTED       CGS
 RD2329  HISTORY     - 19941005 GOOD             USPSQD
 RD2329  HISTORY     - 20040426 GOOD             USPSQD
 RD2329
 RD2329                          STATION DESCRIPTION
 RD2329
 RD2329'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (JBW)
 RD2329'THE STATION IS LOCATED 2 MILES NORTHWEST OF FAIRVIEW, OREGON, IN
 RD2329'THE COLUMBIA RIVER, IN 6 FEET OF WATER OFF THE OUTER END OF DIKE
 RD2329'NO. 11.7 AT THE EAST END OF MC GUIRE ISLAND.  THE STATION IS THE
 RD2329'RED LIGHT ON THE TOP OF A WHITE SQUARE DAYMARK WITH A RED VERTICAL
 RD2329'STRIPE ON TOWER ON PILE STRUCTURE.  THE LIGHT IS FLASHING RED, 1
 RD2329'SECONDS.
 RD2329
 RD2329                          STATION RECOVERY (1994)
 RD2329
 RD2329'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD2329'RECOVERED IN GOOD CONDITION.
 RD2329
 RD2329                          STATION RECOVERY (2004)
 RD2329
 RD2329'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 RD2329'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2867 ***********************************************************************
 RD2867  DESIGNATION -  GOVERNMENT ISLAND LIGHT
 RD2867  PID         -  RD2867
 RD2867  STATE/COUNTY-  OR/MULTNOMAH
 RD2867  USGS QUAD   -  MOUNT TABOR (1990)
 RD2867
 RD2867                         *CURRENT SURVEY CONTROL
 RD2867  ___________________________________________________________________
 RD2867* NAD 83(1991)-  45 35 31.87080(N)    122 33 38.52404(W)     NO CHECK  
 RD2867* NAVD 88     -              **(meters)            **(feet)            
 RD2867  ___________________________________________________________________
 RD2867  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 RD2867  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 RD2867  HORZ ORDER  -  THIRD
 RD2867
 RD2867.The horizontal coordinates were established by classical geodetic methods
 RD2867.and adjusted by the National Geodetic Survey in October 1991.
 RD2867.No horizontal observational check was made to the station.
 RD2867
 RD2867
 RD2867.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2867
 RD2867.The geoid height was determined by GEOID03.
 RD2867
 RD2867;                    North         East     Units Scale Factor Converg.
 RD2867;SPC OR N     -   216,019.711 2,339,232.628   MT  0.99992187   -1 27 41.1
 RD2867;SPC OR N     -   708,726.09  7,674,647.73   iFT  0.99992187   -1 27 41.1
 RD2867;SPC WA S     -    30,872.641   339,210.735   MT  1.00006337   -1 29 48.8
 RD2867;SPC WA S     -   101,287.99  1,112,893.89   sFT  1.00006337   -1 29 48.8
 RD2867;UTM  10      - 5,048,832.061   534,264.957   MT  0.99961443   +0 18 49.8
 RD2867
 RD2867                          SUPERSEDED SURVEY CONTROL
 RD2867
 RD2867  NAD 83(1986)-  45 35 31.88788(N)    122 33 38.52748(W) AD(       ) 4
 RD2867  NAD 27      -  45 35 32.46330(N)    122 33 34.18860(W) AD(       ) 3
 RD2867
 RD2867.Superseded values are not recommended for survey control.
 RD2867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2867.See file dsdata.txt to determine how the superseded data were derived.
 RD2867
 RD2867_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER3426548832(NAD 83)
 RD2867
 RD2867  HISTORY     - Date     Condition        Report By
 RD2867  HISTORY     - 1938     MONUMENTED       CGS
 RD2867  HISTORY     - 1942     SEE DESCRIPTION  CGS
 RD2867  HISTORY     - 1945     SEE DESCRIPTION  CGS
 RD2867  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RD2867
 RD2867                          STATION DESCRIPTION
 RD2867
 RD2867'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (WMS)
 RD2867'PLATFORM ON PILE DOLPHIN.
 RD2867
 RD2867                          STATION RECOVERY (1942)
 RD2867
 RD2867'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (LAM)
 RD2867'LIGHT NOT VISITED IN 1942.  AMENDED DESCRIPTION FOLLOWS--
 RD2867'
 RD2867'THIS UNCHECKED INTERSECTION STATION IS CENTER OF NAVIGATION LIGHT ON
 RD2867'S BANK OF COLUMBIA RIVER MAIN CHANNEL, NEAR W END OF GOVERNMENT
 RD2867'ISLAND, ON PLATFORM ON PILE DOLPHIN.  IT IS ON ISLAND AND NOT ON
 RD2867'MAINLAND.
 RD2867
 RD2867                          STATION RECOVERY (1945)
 RD2867
 RD2867'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (RAE)
 RD2867'STATION WAS RECOVERED AS DESCRIBED BY W.M.S. IN 1938, BUT DUE TO A
 RD2867'CHANGE IN THE RIVER CHANNEL THE LIGHT HAS BEEN REMOVED.  ALTHOUGH
 RD2867'THE DOLPHIN IS STILL IN PLACE, THE STATION SHOULD NO LONGER BE CALLED
 RD2867'GOVERNMENT ISLAND LIGHT.
 RD2867
 RD2867                          STATION RECOVERY (1987)
 RD2867
 RD2867'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCC)
 RD2867'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB1393 ***********************************************************************
 RB1393  DESIGNATION -  GRAF
 RB1393  PID         -  RB1393
 RB1393  STATE/COUNTY-  OR/UMATILLA
 RB1393  USGS QUAD   -  HAT ROCK (1993)
 RB1393
 RB1393                         *CURRENT SURVEY CONTROL
 RB1393  ___________________________________________________________________
 RB1393* NAD 83(1991)-  45 55 11.96515(N)    119 10 43.55283(W)     ADJUSTED  
 RB1393* NAVD 88     -       155.     (meters)     509.     (feet)  SCALED    
 RB1393  ___________________________________________________________________
 RB1393  LAPLACE CORR-           1.71  (seconds)                    DEFLEC99
 RB1393  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 RB1393  HORZ ORDER  -  SECOND
 RB1393
 RB1393.The horizontal coordinates were established by classical geodetic methods
 RB1393.and adjusted by the National Geodetic Survey in October 1991.
 RB1393
 RB1393.The orthometric height was scaled from a topographic map.
 RB1393
 RB1393.The Laplace correction was computed from DEFLEC99 derived deflections.
 RB1393
 RB1393.The geoid height was determined by GEOID03.
 RB1393
 RB1393;                    North         East     Units Scale Factor Converg.
 RB1393;SPC OR N     -   251,239.744 2,602,488.113   MT  0.99998064   +0 56 13.2
 RB1393;SPC OR N     -   824,277.38  8,538,346.83   iFT  0.99998064   +0 56 13.2
 RB1393;SPC WA S     -    66,065.557   602,487.975   MT  0.99998148   +0 57 35.1
 RB1393;SPC WA S     -   216,750.08  1,976,662.63   sFT  0.99998148   +0 57 35.1
 RB1393;UTM  11      - 5,087,466.077   331,051.461   MT  0.99995091   -1 33 55.9
 RB1393
 RB1393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RB1393!SPC OR N     -   0.99997910  x   0.99998064  =   0.99995974
 RB1393!SPC WA S     -   0.99997910  x   0.99998148  =   0.99996058
 RB1393!UTM  11      -   0.99997910  x   0.99995091  =   0.99993001
 RB1393
 RB1393:                Primary Azimuth Mark                     Grid Az
 RB1393:SPC OR N     -  RIM                                      088 18 36.2
 RB1393:SPC WA S     -  RIM                                      088 17 14.3
 RB1393:UTM  11      -  RIM                                      090 48 45.3
 RB1393
 RB1393|---------------------------------------------------------------------|
 RB1393| PID    Reference Object                     Distance      Geod. Az  |
 RB1393|                                                           dddmmss.s |
 RB1393| RB1386 RIM                                 APPROX. 5.6 KM 0891449.4 |
 RB1393| CF5350 GRAF RM 1                            22.960 METERS 11210     |
 RB1393| CF5351 GRAF RM 2                            12.692 METERS 20924     |
 RB1393| CF4454 BB 2066 2 E                                        2635312.9 |
 RB1393|---------------------------------------------------------------------|
 RB1393
 RB1393                          SUPERSEDED SURVEY CONTROL
 RB1393
 RB1393  NAD 83(1986)-  45 55 11.97143(N)    119 10 43.54735(W) AD(       ) 2
 RB1393  NAD 27      -  45 55 12.49600(N)    119 10 39.50400(W) AD(       ) 2
 RB1393
 RB1393.Superseded values are not recommended for survey control.
 RB1393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1393.See file dsdata.txt to determine how the superseded data were derived.
 RB1393
 RB1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL3105187466(NAD 83)
 RB1393_MARKER: Z = SEE DESCRIPTION
 RB1393_SETTING: 0 = UNSPECIFIED SETTING
 RB1393
 RB1393  HISTORY     - Date     Condition        Report By
 RB1393  HISTORY     - 1942     MONUMENTED       USE
 RB1393  HISTORY     - 1956     SEE DESCRIPTION  CGS
 RB1393  HISTORY     - 1978     SEE DESCRIPTION  NGS
 RB1393
 RB1393                          STATION DESCRIPTION
 RB1393
 RB1393'DESCRIBED BY US ENGINEERS 1942 (ANS)
 RB1393'STATION IS ABOUT 8 MILES E OF UMATILLA AND ABOUT 1/2 MILE N OF
 RB1393'U.S. HIGHWAY 730, ON THE S SIDE OF THE COLUMBIA RIVER.  IT IS
 RB1393'ABOUT 75 FEET S OF AND ABOUT 75 FEET ABOVE THE UNION PACIFIC
 RB1393'RAILROAD, ON THE EDGE OF A STEEP ROCKY BLUFF.  IT IS AT THE E END
 RB1393'OF A SHARP CURVE IN THE RAILROAD, ABOUT 200 FEET N OF A POWER
 RB1393'LINE, AND 5 FEET S OF THE EDGE OF BLUFF.
 RB1393'
 RB1393'STATION IS MARKED BY A U.S.E. DISK SET IN A CIRCULAR MOUND OF
 RB1393'CONCRETE AND STAMPED GRAF 1941.
 RB1393'
 RB1393'THERE IS NO UNDERGROUND MARK.
 RB1393'
 RB1393'REFERENCE MARK NO.1 IS ABOUT 1 METER HIGHER THAN THE STATION AND
 RB1393'8 FEET S OF THE EDGE OF THE BLUFF.  IT IS A U.S.E. DISK SET IN
 RB1393'A BOULDER FLUSH WITH THE GROUND AND IS STAMPED GRAF NO.1, 1941.
 RB1393'
 RB1393'REFERENCE MARK NO.2 IS ABOUT 1 METER LOWER THAN THE STATION AND
 RB1393'20 FEET E OF THE W EDGE OF THE BLUFF.  IT IS MARKED BY A
 RB1393'U.S.E. DISK SET IN A CIRCULAR MOUND OF CONCRETE.  IT PROJECTS 3
 RB1393'INCHES AND IS STAMPED GRAF NO.2, 1941.
 RB1393'
 RB1393'STATION RIM (U.S.E.) IS TO BE USED AS AN AZIMUTH MARK.
 RB1393'
 RB1393'TO REACH THE STATION FROM UMATILLA, GO E ON U.S. HIGHWAY 730
 RB1393'FOR 7.6 MILES TO A DIM TRACK ROAD LEADING N, 0.4 MILE E OF
 RB1393'HIGHWAY MILEPOST 198.  (THESE MILEPOSTS ARE NUMBERED FROM PORTLAND
 RB1393'WITH PORTLAND AS ZERO.) TURN N AND GO 0.4 MILE TO A FORKS.  TAKE
 RB1393'LEFT FORK AND GO NW FOR 1.0 MILE.  LEAVE ROAD, TURN SHARPLY TO
 RB1393'RIGHT AND FOLLOW SLIGHT RIDGE ENE ABOUT 1/2 MILE TO STATION.
 RB1393
 RB1393                          STATION RECOVERY (1956)
 RB1393
 RB1393'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (FN)
 RB1393'RECOVERED.  THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED
 RB1393'IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS OBSOLETE.  A
 RB1393'COMPLETE NEW DESCRIPTION FOLLOWS--
 RB1393'
 RB1393'THE STATION IS ABOUT 8 MI., AIRLINE, E OF UMATILLA.  1.1 MI. N
 RB1393'OF U.S. HIGHWAY 730 AND 0.3 MI. W OF THE HAT ROCK STATE PARK, ON
 RB1393'THE S BLUFF OF THE COLUMBIA RIVER ON THE MOST N TIP OF A
 RB1393'75-FT. BLUFF, 5 FT. S OF THE RIM AND APPROXIMATELY 350 FT. NE OF
 RB1393'A TELEPHONE LINE.
 RB1393'
 RB1393'IT IS A STANDARD U.S. ENGINEERS DISK, STAMPED GRAF 1941 SET IN
 RB1393'A CIRCULAR MOUND OF CONCRETE PROJECTING ABOUT 2 IN.
 RB1393'
 RB1393'THERE IS NO UNDERGROUND MARK.
 RB1393'
 RB1393'REFERENCE MARK 1 IS A STANDARD U.S. ENGINEERS DISK, STAMPED
 RB1393'GRAF NO 1 1941 SET IN A BOULDER FLUSH WITH THE SURFACE.  IT IS
 RB1393'ABOUT 3 FT. HIGHER THAN THE STATION AND 8 FT. S OF THE RIM.
 RB1393'
 RB1393'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GRAF NO 2 1941 SET
 RB1393'IN A CIRCULAR MOUND OF CONCRETE PROJECTING 3 IN.  IT IS ABOUT 3
 RB1393'FT. LOWER THAN THE STATION AND 20 FT. E OF THE W RIM.
 RB1393'
 RB1393'STATION RIM (U.S.E.) IS TO BE USED AS AN AZIMUTH MARK.
 RB1393'
 RB1393'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 730 AND
 RB1393'THE COLUMBIA RIVER BRIDGE ROAD IN UMATILLA, GO E ON U.S. HIGHWAY
 RB1393'730 FOR 6.7 MI. TO A TRACK ROAD LEFT.  TURN LEFT AND GO N AND NE
 RB1393'FOR 0.5 MI. TO A FORK.  TAKE THE LEFT FORK AND GO N FOR 1.0 MI. TO
 RB1393'A FORK.  TAKE THE RIGHT FORK AND GO E-NE FOR 0.8 MI. TO THE
 RB1393'STATION SITE.
 RB1393
 RB1393                          STATION RECOVERY (1978)
 RB1393
 RB1393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 RB1393'THE STATION MARK, AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 RB1393'CONDITION.  LANDMARKS HAVE CHANGED.  A NEW AND COMPLETE DESCRIPTION
 RB1393'FOLLOWS.  A U.S. ENGINEERS MARK WAS USED FOR AN AZIMUTH MARK.
 RB1393'
 RB1393'THE STATION IS ON RANGE LAND OWNED BY MR. AL CONFORTH.
 RB1393'
 RB1393'TO REACH THE STATION FROM THE MC NARY POST OFFICE GO SOUTH ON
 RB1393'WILLAMETTE AVENUE FOR 0.25 MILE TO U.S. HIGHWAY 730, TURN LEFT,
 RB1393'AND GO EAST ON THE HIGHWAY FOR 4.4 MILES TO MILEPOST NO. 190,
 RB1393'CONTINUE EAST ON THE HIGHWAY FOR 0.35 MILE TO A SIDE ROAD, AND A
 RB1393'GATE ON THE LEFT, TURN LEFT, PASS THRU THE GATE, AND GO NORTHEAST
 RB1393'FOR 0.5 MILE TO A FORK, JUST BEFORE THE ROAD PASSES THRU A GATE,
 RB1393'TAKE THE LEFT FORK, AND GO NORTH ON THE TRACK ROAD FOR 1.0 MILE
 RB1393'TO A 3-WAY FORK, TAKE THE EXTREME RIGHT FORK, AND GO
 RB1393'EAST-NORTHEAST ON THE DIM TRACK ROAD FOR 0.8 MILE TO THE STATION
 RB1393'AT THE END OF THE ROAD.
 RB1393'
 RB1393'THE STATION MARK, STAMPED GRAF 1941, IS A U.S. ENGINEERS DISK SET
 RB1393'IN A CIRCULAR MOUND OF CONCRETE THAT PROJECTS 1-INCH, 5 FEET
 RB1393'SOUTH OF THE RIM OF THE BLUFF OVERLOOKING THE RIVER, AND 3 FEET
 RB1393'NORTHWEST OF A METAL WITNESS POST.
 RB1393'
 RB1393'REFERENCE MARK NO. 1, STAMPED GRAF RM 1 1941, IS A U.S. ENGINEERS
 RB1393'REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN BEDROCK THAT
 RB1393'PROJECTS 1-INCH, 7 FEET SOUTH OF THE EDGE OF THE RIM OF THE BLUFF,
 RB1393'AND 3 FEET HIGHER THAN THE STATION.
 RB1393'
 RB1393'REFERENCE MARK NO. 2, STAMPED GRAF RM 2 1941, IS A U.S. ENGINEERS
 RB1393'REFERENCE MARK DISK SET IN A CIRCULAR MOUND OF CONCRETE THAT IS
 RB1393'FLUSH, 18 FEET SOUTHEAST OF THE RIM OF THE BLUFF, AND 1 FOOT EAST
 RB1393'OF A ROCK CARIN.
 RB1393'
 RB1393'TO REACH BB-2066-2 E (USE), WHICH WAS USED FOR THE AZIMUTH MARK
 RB1393'FROM THE 3-WAY FORK MENTIONED ABOVE, TAKE THE CENTER FORK OF
 RB1393'THREE, AND GO NORTH, DOWN HILL FOR 0.25 MILE TO A T INTERSECTION,
 RB1393'TURN RIGHT, AND GO EAST ON THE OLD RAILROAD BED FOR 0.3 MILE TO
 RB1393'THE MARK ON THE RIGHT, 48 FEET SOUTH, AND 15 FEET HIGHER THAN THE
 RB1393'ROAD, AND 1-FOOT SOUTH OF A METAL WITNESS POST, A U.S. ENGINEERS
 RB1393'SURVEY DISK SET IN A CYLINDRICAL CONCRETE MONUMENT 6-INCHES IN
 RB1393'DIAMETER, AND FLUSH.
 RB1393'
 RB1393'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RB1393'6 MILES NORTHEAST OF MC NARY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2757 ***********************************************************************
 RD2757  DESIGNATION -  GRAHAM
 RD2757  PID         -  RD2757
 RD2757  STATE/COUNTY-  OR/MARION
 RD2757  USGS QUAD   -  SHERWOOD (1985)
 RD2757
 RD2757                         *CURRENT SURVEY CONTROL
 RD2757  ___________________________________________________________________
 RD2757* NAD 83(1991)-  45 16 26.60662(N)    122 48 19.61282(W)     ADJUSTED  
 RD2757* NAVD 88     -        55.     (meters)     180.     (feet)  VERTCON   
 RD2757  ___________________________________________________________________
 RD2757  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 RD2757  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 RD2757  HORZ ORDER  -  SECOND
 RD2757
 RD2757.The horizontal coordinates were established by classical geodetic methods
 RD2757.and adjusted by the National Geodetic Survey in October 1991.
 RD2757
 RD2757.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD2757.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD2757
 RD2757.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2757
 RD2757.The geoid height was determined by GEOID03.
 RD2757
 RD2757;                    North         East     Units Scale Factor Converg.
 RD2757;SPC OR N     -   181,196.424 2,319,134.684   MT  0.99989627   -1 38 06.0
 RD2757;SPC OR N     -   594,476.46  7,608,709.59   iFT  0.99989627   -1 38 06.0
 RD2757;UTM  10      - 5,013,413.844   515,260.399   MT  0.99960286   +0 08 17.6
 RD2757
 RD2757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2757!SPC OR N     -   0.99999497  x   0.99989627  =   0.99989124
 RD2757!UTM  10      -   0.99999497  x   0.99960286  =   0.99959783
 RD2757
 RD2757:                Primary Azimuth Mark                     Grid Az
 RD2757:SPC OR N     -  KLUP                                     181 33 42.2
 RD2757:UTM  10      -  KLUP                                     179 47 18.6
 RD2757
 RD2757|---------------------------------------------------------------------|
 RD2757| PID    Reference Object                     Distance      Geod. Az  |
 RD2757|                                                           dddmmss.s |
 RD2757| CE1894 KLUP                                               1795536.2 |
 RD2757|---------------------------------------------------------------------|
 RD2757
 RD2757                          SUPERSEDED SURVEY CONTROL
 RD2757
 RD2757  NAD 83(1986)-  45 16 26.62855(N)    122 48 19.62133(W) AD(       ) 2
 RD2757  NAD 27      -  45 16 27.19831(N)    122 48 15.27551(W) AD(       ) 2
 RD2757  NGVD 29 (07/19/86)   54.     (m)          177.     (f) VERT ANG    3  
 RD2757
 RD2757.Superseded values are not recommended for survey control.
 RD2757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2757.See file dsdata.txt to determine how the superseded data were derived.
 RD2757
 RD2757_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1526013414(NAD 83)
 RD2757_MARKER: DD = SURVEY DISK
 RD2757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD2757_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RD2757
 RD2757  HISTORY     - Date     Condition        Report By
 RD2757  HISTORY     - 1972     MONUMENTED       OR-047
 RD2757  HISTORY     - 20070317 GOOD             USPSQD
 RD2757
 RD2757                          STATION DESCRIPTION
 RD2757
 RD2757'DESCRIBED BY MARION COUNTY OREGON 1972 (ADG)
 RD2757'THE STATION IS LOCATED ABOUT 1.6 MILES EAST AND 1.0 MILE NORTH OF
 RD2757'THE TOWN OF BUTTEVILLE, AND SITUATED IN THE N.E. CORNER OF SECTION
 RD2757'33, TOWNSHIP 3 SOUTH, RANGE 1 WEST, WILLAMETTE MERIDIAN, MARION
 RD2757'COUNTY, OREGON.
 RD2757'
 RD2757'TO REACH THE STATION FROM THE FARGO INTERCHANGE ON 1-5 FREEWAY, GO
 RD2757'NORTHWESTERLY ON COUNTY ROAD NO. 425 FOR A DISTANCE OF 1.6 MILES
 RD2757'TO MARKET ROAD NO. 60, THAN GO RIGHT (EAST) ON SAID ROAD FOR 0.4
 RD2757'MILE.  THAN GO NORTH ON COUNTY ROAD NO. 424 FOR A DISTANCE OF 1.0
 RD2757'MILE TO STATION MARK.  A PRIVATE ROADWAY GOES EASTERLY FROM THIS
 RD2757'POINT.  POINT IS NEAR THE HIGH PORTION OF BLUFF AS ROAD BREAKS
 RD2757'AWAY TO THE NORTH.  A CLUSTER OF MAIL BOXES STAND A FEW FEET TO
 RD2757'THE SOUTH.  A FENCE LINE EXTENDS TO THE NORTH.
 RD2757'
 RD2757'THE STATION MARK IS A MARION COUNTY BRASS DISK STAMPED MARION
 RD2757'COUNTY.  T 3 S, R 1 W.  SEC. COR. 27,28,33-34, SET IN THE TOP OF
 RD2757'A 8 INCH CYLINDRICAL CONCRETE POST AND 12 INCHES BELOW THE SURFACE
 RD2757'OF THE PAVEMENT.  THERE IS NO UNDERGROUND STATION MARK FOR THIS
 RD2757'STATION.  A CAST IRON BOX ENCASES THE TOP OF CONCRETE POST WITH
 RD2757'REMOVABLE METAL LID.
 RD2757'
 RD2757'AZIMUTH MARK IS STATION KLUP WHICH IS 0.5 MILE DUE SOUTH OF
 RD2757'STATION GRAHAM AND IS ON THE NORTH EDGE OF THE BLACKTOP
 RD2757'PAVEMENT.  A LARGE HOUSE SITS TO THE NORTH + OR - 150 FEET AND IS
 RD2757'PART OF THE KLUPENGER NURSERY COMPLEX.  THE AZIMUTH MARK IS A
 RD2757'MARION COUNTY BRASS DISK STAMPED MARION COUNTY.  T 3 S, R 1 W.  1/4
 RD2757'COR. 33-34, SET IN TOP OF A 8 INCH CYLINDRICAL CONCRETE
 RD2757'POST AND 8 INCHES BELOW THE SURFACE OF THE BLACKTOP PAVEMENT.  A
 RD2757'MARION COUNTY CAST IRON BOX ENCASES THE TOP OF THE CONCRETE POST
 RD2757'AND HAS A METAL COVER EMBOSSED WITH THE WORDS MARION COUNTY
 RD2757'MONUMENT.  THERE IS NO UNDERGROUND STATION MARK FOR THIS AZIMUTH
 RD2757'MARK.
 RD2757
 RD2757                          STATION RECOVERY (2007)
 RD2757
 RD2757'RECOVERY NOTE BY US POWER SQUADRON 2007 (RR)
 RD2757'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2083 ***********************************************************************
 RC2083  DESIGNATION -  GRAHAM
 RC2083  PID         -  RC2083
 RC2083  STATE/COUNTY-  OR/WASCO
 RC2083  USGS QUAD   -  THE DALLES NORTH (1994)
 RC2083
 RC2083                         *CURRENT SURVEY CONTROL
 RC2083  ___________________________________________________________________
 RC2083* NAD 83(1991)-  45 39 53.86882(N)    121 14 20.11555(W)     ADJUSTED  
 RC2083* NAVD 88     -       159.     (meters)     522.     (feet)  SCALED    
 RC2083  ___________________________________________________________________
 RC2083  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 RC2083  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 RC2083  HORZ ORDER  -  THIRD
 RC2083
 RC2083.The horizontal coordinates were established by classical geodetic methods
 RC2083.and adjusted by the National Geodetic Survey in October 1991.
 RC2083
 RC2083.The orthometric height was scaled from a topographic map.
 RC2083
 RC2083.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2083
 RC2083.The geoid height was determined by GEOID03.
 RC2083
 RC2083;                    North         East     Units Scale Factor Converg.
 RC2083;SPC OR N     -   222,320.763 2,442,420.970   MT  0.99993207   -0 31 26.5
 RC2083;SPC OR N     -   729,398.83  8,013,192.16   iFT  0.99993207   -0 31 26.5
 RC2083;SPC WA S     -    37,131.083   442,414.656   MT  1.00004241   -0 32 12.3
 RC2083;SPC WA S     -   121,820.89  1,451,488.75   sFT  1.00004241   -0 32 12.3
 RC2083;UTM  10      - 5,058,331.970   637,184.645   MT  0.99983138   +1 15 35.4
 RC2083
 RC2083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2083!SPC OR N     -   0.99997842  x   0.99993207  =   0.99991050
 RC2083!SPC WA S     -   0.99997842  x   1.00004241  =   1.00002083
 RC2083!UTM  10      -   0.99997842  x   0.99983138  =   0.99980981
 RC2083
 RC2083:                Primary Azimuth Mark                     Grid Az
 RC2083:SPC OR N     -  BLOCK SIGNAL W OF SQUALLY PT             031 58 37.6
 RC2083:SPC WA S     -  BLOCK SIGNAL W OF SQUALLY PT             031 59 23.4
 RC2083:UTM  10      -  BLOCK SIGNAL W OF SQUALLY PT             030 11 35.7
 RC2083
 RC2083|---------------------------------------------------------------------|
 RC2083| PID    Reference Object                     Distance      Geod. Az  |
 RC2083|                                                           dddmmss.s |
 RC2083| RC2084 BLOCK SIGNAL W OF SQUALLY PT        445.515 METERS 0312711.1 |
 RC2083| RC2096 PORTLAND SPOK BN 73 MI BLINKER      APPROX. 1.8 KM 0545246.3 |
 RC2083| RC2102 SQUALLY POINT LIGHT                 APPROX. 1.7 KM 0920003.6 |
 RC2083| CF3551 GRAHAM RM 1                          29.722 METERS 14315     |
 RC2083| CF3552 GRAHAM RM 2                          20.023 METERS 18754     |
 RC2083| CF4890 GRAHAM WM SMALL DEAD PINE            12.500 METERS 24934     |
 RC2083| RC2133 ROWENA                              APPROX. 1.8 KM 2781512.0 |
 RC2083| RC2114 RAILROAD SEMAPHORE E OF ROWENA      APPROX. 2.5 KM 2962412.3 |
 RC2083| RC2115 ROWENA REAR RANGE LIGHT             APPROX. 4.7 KM 2995418.3 |
 RC2083| RC2141 ROWENA FRONT RANGE LIGHT            APPROX. 4.3 KM 3011903.1 |
 RC2083| RC2081 GRAHAM HOUSE NORTH GABLE            237.747 METERS 35649     |
 RC2083|---------------------------------------------------------------------|
 RC2083
 RC2083                          SUPERSEDED SURVEY CONTROL
 RC2083
 RC2083  NAD 83(1986)-  45 39 53.88141(N)    121 14 20.10560(W) AD(       ) 3
 RC2083  NAD 27      -  45 39 54.43900(N)    121 14 15.85200(W) AD(       ) 3
 RC2083
 RC2083.Superseded values are not recommended for survey control.
 RC2083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2083.See file dsdata.txt to determine how the superseded data were derived.
 RC2083
 RC2083_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR3718558332(NAD 83)
 RC2083_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RC2083_SETTING: 66 = SET IN ROCK OUTCROP
 RC2083
 RC2083  HISTORY     - Date     Condition        Report By
 RC2083  HISTORY     - 1939     MONUMENTED       CGS
 RC2083  HISTORY     - 1949     SEE DESCRIPTION  CGS
 RC2083  HISTORY     - 1959     SEE DESCRIPTION  CGS
 RC2083
 RC2083                          STATION DESCRIPTION
 RC2083
 RC2083'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (WMS)
 RC2083'STATION IS ABOUT 5 MILES NW OF THE DALLES, OREGON, AND ABOUT 1-1/2
 RC2083'MILES E OF ROWENA, OREGON, ON THE S SIDE OF THE COLUMBIA RIVER, ON
 RC2083'PROPERTY OWNED BY MR. ED GRAHAM.  THE STATION IS ON THE PROMINENT
 RC2083'POINT ON THE SECOND BENCH ALONG THE HILLSIDE ABOVE THE COLUMBIA
 RC2083'RIVER HIGHWAY (U.S. 30) DIRECTLY S OF MR. GRAHAMS HOUSE OR
 RC2083'DIRECTLY S OF THE FIRST ROCKY POINT EXTENDING ALMOST TO THE
 RC2083'RIVER EDGE, W OF SQUALLY POINT.  IT IS ABOUT 100 METERS W OF A
 RC2083'SMALL GULLY THAT CAUSES BREAKS IN THE BENCHES RUNNING AROUND
 RC2083'THE HILLSIDE.
 RC2083'
 RC2083'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN
 RC2083'DRILL HOLES IN OUTCROPPING BEDROCK, AS DESCRIBED IN NOTES 2 AND
 RC2083'12A.
 RC2083'
 RC2083'STATION CAN BE REACHED AS FOLLOWS--FROM HIGHWAY MILEPOST 85 GO W
 RC2083'0.5 MILE TO ROAD TO LEFT LEADING TO MR. GRAHAMS HOUSE.  FROM HERE
 RC2083'HIKE UPHILL TO STATION.
 RC2083
 RC2083                          STATION RECOVERY (1949)
 RC2083
 RC2083'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (HJH)
 RC2083'STATION IS ABOUT 5.5 MILES NW OF THE DALLES, AND ABOUT 1-1/2 MILES
 RC2083'E OF ROWENA, ON THE S SIDE OF THE COLUMBIA RIVER, ON PROPERTY
 RC2083'OWNED BY CHARLIE DOYLE.  STATION IS ON A PROMINENT POINT ON THE
 RC2083'SECOND BENCH ALONG THE HILLSIDE ABOVE THE COLUMBIA RIVER HIGHWAY
 RC2083'(U.S. HIGHWAY 30) DIRECTLY S OF MR. DOYLES HOUSE OR DIRECTLY S OF
 RC2083'THE FIRST ROCKY POINT EXTENDING ALMOST TO THE RIVERS EDGE, W OF
 RC2083'SQUALLY POINT.  IT IS ABOUT 100 METERS W OF A SMALL GULLY THAT
 RC2083'CAUSES BREAKS IN THE BENCH RUNNING ALONG HILLSIDE.
 RC2083'
 RC2083'STATION AND REFERENCE MARKS ARE BRONZE DISKS WEDGED IN DRILL
 RC2083'HOLES IN OUTCROPPING BEDROCK.  STATION MARK IS STAMPED GRAHAM
 RC2083'1939.  R.M. 1 IS STAMPED GRAHAM NO.1 1939.  R.M. 2 IS STAMPED
 RC2083'GRAHAM NO.2 1939.
 RC2083'
 RC2083'STATION CAN BE REACHED AS FOLLOWS--FROM U.S. HIGHWAY 30, MILEPOST
 RC2083'85, GO W 0.5 MILE TO ROAD TO LEFT LEADING TO MR. DOYLES HOUSE
 RC2083'(FORMERLY MR. GRAHAMS HOUSE) AND PARK TRUCK HERE.  FROM THIS
 RC2083'POINT HIKE UPHILL TO STATION.  STATION IS APPROXIMATELY 600 FEET
 RC2083'IN ELEVATION ABOVE THE HIGH-WATER MARK OF THE COLUMBIA RIVER.
 RC2083'
 RC2083'DISTANCES CHECKED BUT NO CHECK MADE ON DIRECTIONS AT THIS TIME.
 RC2083
 RC2083                          STATION RECOVERY (1959)
 RC2083
 RC2083'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LGT)
 RC2083'RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE REFERENCES TO
 RC2083'HIGHWAY 30 ARE FOR OLD HIGHWAY 30 WHICH TRAVERSES ALONG THE SOUTH
 RC2083'BANK OF THE COLUMBIA RIVER SOUTH OF THE NEW HIGHWAY 30 WHICH IS
 RC2083'LOCATED ALONG THE RIVER EDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1122 ***********************************************************************
 OA1122  DESIGNATION -  GRAHAM
 OA1122  PID         -  OA1122
 OA1122  STATE/COUNTY-  OR/DOUGLAS
 OA1122  USGS QUAD   -  REEDSPORT (1985)
 OA1122
 OA1122                         *CURRENT SURVEY CONTROL
 OA1122  ___________________________________________________________________
 OA1122* NAD 83(1991)-  43 43 07.63961(N)    124 05 23.18384(W)     ADJUSTED  
 OA1122* NAVD 88     -        22.     (meters)      72.     (feet)  SCALED    
 OA1122  ___________________________________________________________________
 OA1122  LAPLACE CORR-          12.46  (seconds)                    DEFLEC99
 OA1122  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 OA1122  HORZ ORDER  -  THIRD
 OA1122
 OA1122.The horizontal coordinates were established by classical geodetic methods
 OA1122.and adjusted by the National Geodetic Survey in October 1991.
 OA1122
 OA1122.The orthometric height was scaled from a topographic map.
 OA1122
 OA1122.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1122
 OA1122.The geoid height was determined by GEOID03.
 OA1122
 OA1122;                    North         East     Units Scale Factor Converg.
 OA1122;SPC OR S     -   234,157.955 1,210,827.263   MT  0.99994069   -2 27 21.4
 OA1122;SPC OR S     -   768,234.76  3,972,530.39   iFT  0.99994069   -2 27 21.4
 OA1122;UTM  10      - 4,841,217.102   412,216.538   MT  0.99969478   -0 45 11.6
 OA1122
 OA1122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1122!SPC OR S     -   1.00000043  x   0.99994069  =   0.99994112
 OA1122!UTM  10      -   1.00000043  x   0.99969478  =   0.99969521
 OA1122
 OA1122:                Primary Azimuth Mark                     Grid Az
 OA1122:SPC OR S     -  TREE                                     145 51 10.1
 OA1122:UTM  10      -  TREE                                     144 09 00.3
 OA1122
 OA1122|---------------------------------------------------------------------|
 OA1122| PID    Reference Object                     Distance      Geod. Az  |
 OA1122|                                                           dddmmss.s |
 OA1122| OA1134 TREE                                APPROX. 2.3 KM 1432348.7 |
 OA1122| OA1128 ROAD                                APPROX. 2.1 KM 1645139.0 |
 OA1122| OA1120 SMITH RIVER 2 LIGHT                 APPROX. 1.3 KM 1672555.8 |
 OA1122|---------------------------------------------------------------------|
 OA1122
 OA1122                          SUPERSEDED SURVEY CONTROL
 OA1122
 OA1122  NAD 83(1986)-  43 43 07.64350(N)    124 05 23.23215(W) AD(       ) 3
 OA1122  NAD 27      -  43 43 08.21500(N)    124 05 18.81900(W) AD(       ) 3
 OA1122
 OA1122.Superseded values are not recommended for survey control.
 OA1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1122.See file dsdata.txt to determine how the superseded data were derived.
 OA1122
 OA1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP1221741217(NAD 83)
 OA1122_MARKER: Z = SEE DESCRIPTION
 OA1122_SETTING: 0 = UNSPECIFIED SETTING
 OA1122_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OA1122
 OA1122  HISTORY     - Date     Condition        Report By
 OA1122  HISTORY     - 1920     MONUMENTED       CGS
 OA1122  HISTORY     - 1937     SEE DESCRIPTION  USE
 OA1122  HISTORY     - 1967     SEE DESCRIPTION  CGS
 OA1122  HISTORY     - 1971     SEE DESCRIPTION  NGS
 OA1122
 OA1122                          STATION DESCRIPTION
 OA1122
 OA1122'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (OWS)
 OA1122'THIS STATION IS ON THE CLEARED SLOPE OF THE RIDGE E OF GRAHAM
 OA1122'GULCH 1 MILE E OF GARDINER.  IT IS 450 METERS N OF THE RAILROAD,
 OA1122'ON A PROMINENT RIDGE 2 METERS IN FRONT OF A LARGE BURNED STUMP.
 OA1122'THE HIGH TELEGRAPH POLE IN THE RIVER BETWEEN BONE ISLAND LIGHT AND
 OA1122'THE CANNERY IS ON RANGE WITH THE SQUARE HOUSE ON LEED ISLAND,
 OA1122'CALLED HUT.  THE FIRST NORTHERN PIER OF THE RAILROAD BRIDGE IS
 OA1122'JUST VISIBLE.  THE SOUTHERN END OF THE THIRD TRESTLE FROM
 OA1122'EAST GARDINER IS ON RANGE WITH SE CORNER OF THE LARGE WHITE
 OA1122'BUILDING IN REEDSPORT.
 OA1122'
 OA1122'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A SQUARE
 OA1122'CONCRETE MONUMENT.
 OA1122
 OA1122                          STATION RECOVERY (1937)
 OA1122
 OA1122'RECOVERY NOTE BY US ENGINEERS 1937
 OA1122'THIS STATION IS N OF UMPQUA RIVER, ABOUT 1.5 MILES SE OF GARDINER,
 OA1122'ABOUT 1200 FEET NW OF SOUTHERN PACIFIC COMPANY RAILROAD, MEASURED
 OA1122'AT RIGHT ANGLES TO TRACK, ABOUT 500 FEET N OF ROAD ALONG N BANK OF
 OA1122'RIVER, ABOUT 2 METERS S OF LARGE BURNED STUMP, ON CLEARED SLOPE
 OA1122'OF HILL.
 OA1122'
 OA1122'FROM THE STATION THE FIRST NORTHERN PIER OF RAILROAD BRIDGE IS
 OA1122'JUST VISIBLE, AND S END OF THIRD TRESTLE S OF GARDINER STATION IS
 OA1122'ON RANGE WITH SE CORNER OF LARGE WHITE BUILDING IN REEDSPORT.
 OA1122'
 OA1122'STATION MARKED BY UNSTAMPED HYDROGRAPHIC DISK IN A CONCRETE POST.
 OA1122
 OA1122                          STATION RECOVERY (1967)
 OA1122
 OA1122'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (NET)
 OA1122'THE STATION WAS RECOVERED IN GOOD CONDITION.  LANDMARKS HAVE
 OA1122'CHANGED.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 OA1122'
 OA1122'THE STATION IS 1 MILE EAST OF GARDINER, 450 METERS NORTHWEST OF A
 OA1122'RAILROAD SIDING AND ABOUT 75 FEET HIGHER THAN THE RIVER ON THE
 OA1122'SOUTH SLOPE OF A WOODED RIDGE IN PASTURE LAND.
 OA1122'
 OA1122'TO REACH THE STATION FROM THE GARDINER POST OFFICE GO SOUTHEAST
 OA1122'ON U.S. HIGHWAY 101 FOR 1.3 MILES TO A GRAVELED SIDE ROAD LEFT,
 OA1122'TURN LEFT AND GO NORTHEAST ON THE GRAVELED ROAD FOR 0.3 MILE TO
 OA1122'THE CONCRETE BRIDGE OVER SMITH RIVER, CONTINUE NORTHEAST ON THE
 OA1122'GRAVELED ROAD FOR 0.2 MILE TO A DEAD END ROAD TO THE WEST AND A
 OA1122'ROAD APPROACH TO A SAWDUST PILE TO THE NORTH, GO NORTH ON THE
 OA1122'APPROACH TO THE SAWDUST PILE FOR 100 FEET TO THE END OF TRUCK
 OA1122'TRAVEL.  HIKE NORTH-NORTHEAST ACROSS THE LOW PASTURE LAND THEN
 OA1122'UP THE SLOPE FOR ABOUT 75 FEET TO THE STATION.  LENGTH OF PACK
 OA1122'IS ABOUT 2 MINUTES.
 OA1122'
 OA1122'THE STATION MARK IS AN UNSTAMPED HYDROGRAPHIC DISK SET IN AN
 OA1122'8-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 1 INCH.  IT IS 6
 OA1122'FEET SOUTH OF A HUGE SNAG ABOUT 20 FEET HIGH AND RAPIDLY
 OA1122'DETERIORATING AND 0.5 FOOT EAST OF A METAL WITNESS POST.
 OA1122
 OA1122                          STATION RECOVERY (1971)
 OA1122
 OA1122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RBM)
 OA1122'RECOVERED IN GOOD CONDITION.  IT IS LOCATED ABOUT 1-1/2 MILES
 OA1122'NORTH-NORTHEAST OF REEDSPORT, ON THE WOODED SOUTH SLOPE OF A HILL,
 OA1122'ABOUT 50 FEET ABOVE THE MARSHY PASTURE.  THE DISK, PREVIOUSLY
 OA1122'UNSTAMPED, WAS STAMPED AT THIS TIME.
 OA1122'
 OA1122'THE STATION IS A HYDROGRAPHIC STATION DISK STAMPED GRAHAM 1920
 OA1122'SET IN THE TOP OF AN 8 INCH SQUARE CONCRETE POST, FLUSH WITH THE
 OA1122'SURFACE OF THE GROUND, 6 FEET SOUTH OF A 20 FOOT HIGH, DEAD SNAG
 OA1122'AND 1/2 FOOT WEST OF A STEEL WITNESS POST.
 OA1122'
 OA1122'TO REACH FROM THE POST OFFICE IN GARDINER, GO SOUTH ON U.S. HIGHWAY
 OA1122'101 FOR 1.3 MILES, TURN LEFT ON THE SMITH RIVER ROAD, GO 0.6 MILE
 OA1122'TO THE BEGINNING OF A CUTBANK, PARK THE VEHICLE, PACK WESTWARD
 OA1122'ABOUT 100 YARDS ALONG THE BASE OF THE HILL, THEN SWING NORTH
 OA1122'(UPHILL) TO AN ELEVATION OF ABOUT 50 FEET ABOVE THE PASTURE AND
 OA1122'THE STATION.
 OA1122'
 OA1122'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OA1122'1-1/2 MILES SE OF GARDINER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2081 ***********************************************************************
 RC2081  DESIGNATION -  GRAHAM HOUSE NORTH GABLE
 RC2081  PID         -  RC2081
 RC2081  STATE/COUNTY-  OR/WASCO
 RC2081  USGS QUAD   -  THE DALLES NORTH (1994)
 RC2081
 RC2081                         *CURRENT SURVEY CONTROL
 RC2081  ___________________________________________________________________
 RC2081* NAD 83(1991)-  45 40 01.55765(N)    121 14 20.72462(W)     ADJUSTED  
 RC2081* NAVD 88     -              **(meters)            **(feet)            
 RC2081  ___________________________________________________________________
 RC2081  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 RC2081  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 RC2081  HORZ ORDER  -  THIRD
 RC2081
 RC2081.The horizontal coordinates were established by classical geodetic methods
 RC2081.and adjusted by the National Geodetic Survey in October 1991.
 RC2081
 RC2081
 RC2081.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2081
 RC2081.The geoid height was determined by GEOID03.
 RC2081
 RC2081;                    North         East     Units Scale Factor Converg.
 RC2081;SPC OR N     -   222,558.239 2,442,409.958   MT  0.99993240   -0 31 26.9
 RC2081;SPC OR N     -   730,177.95  8,013,156.03   iFT  0.99993240   -0 31 26.9
 RC2081;SPC WA S     -    37,368.587   442,403.695   MT  1.00004182   -0 32 12.7
 RC2081;SPC WA S     -   122,600.11  1,451,452.79   sFT  1.00004182   -0 32 12.7
 RC2081;UTM  10      - 5,058,568.964   637,166.248   MT  0.99983131   +1 15 35.1
 RC2081
 RC2081                          SUPERSEDED SURVEY CONTROL
 RC2081
 RC2081  NAD 83(1986)-  45 40 01.57007(N)    121 14 20.71458(W) AD(       ) 4
 RC2081  NAD 27      -  45 40 02.13000(N)    121 14 16.46000(W) AD(       ) 3
 RC2081
 RC2081.Superseded values are not recommended for survey control.
 RC2081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2081.See file dsdata.txt to determine how the superseded data were derived.
 RC2081
 RC2081_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR3716658569(NAD 83)
 RC2081
 RC2081  HISTORY     - Date     Condition        Report By
 RC2081  HISTORY     - 1939     MONUMENTED       CGS
 RC2081  HISTORY     - 1949     SEE DESCRIPTION  CGS
 RC2081  HISTORY     - 1959     SEE DESCRIPTION  CGS
 RC2081
 RC2081                          STATION DESCRIPTION
 RC2081
 RC2081'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (HJH)
 RC2081'THIS INTERSECTION STATION IS THE NORTH GABLE OF MR. CHARLIE
 RC2081'DOYLES HOUSE, (FORMERLY OWNED BY MR. ED GRAHAM).  IT IS ON THE
 RC2081'SOUTH SIDE OF THE COLUMBIA RIVER ABOUT 5.5 MILES N.W. OF THE
 RC2081'DALLES, OREGON AT APPROXIMATELY U.S. HIGHWAY MILE POST NO.85
 RC2081'ALONG U.S. HIGHWAY NO.30.  STATION GRAHAM 1939 IS DIRECTLY ABOVE
 RC2081'ON BENCH FROM THIS HOUSE.
 RC2081'
 RC2081'STATION RECOVERED IN GOOD CONDITION.
 RC2081
 RC2081                          STATION RECOVERY (1959)
 RC2081
 RC2081'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LGT)
 RC2081'STATION IS DESTROYED.
 RC2081'
 RC2081'STATION WAS SEARCHED FOR BUT NOT FOUND.  THE ONLY HOUSE IN THE
 RC2081'VICINITY IS A COMPARATIVELY NEW STRUCTURE WITH A HIP ROOF.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB1323 ***********************************************************************
 RB1323  DESIGNATION -  GRAND VIEW
 RB1323  PID         -  RB1323
 RB1323  STATE/COUNTY-  OR/UNION
 RB1323  USGS QUAD   -  SUMMERVILLE (1996)
 RB1323
 RB1323                         *CURRENT SURVEY CONTROL
 RB1323  ___________________________________________________________________
 RB1323* NAD 83(1991)-  45 26 16.55871(N)    118 05 13.92056(W)     ADJUSTED  
 RB1323* NAVD 88     -      1843.2    (meters)    6047.     (feet)  VERTCON   
 RB1323  ___________________________________________________________________
 RB1323  LAPLACE CORR-          -8.84  (seconds)                    DEFLEC99
 RB1323  GEOID HEIGHT-         -17.93  (meters)                     GEOID03
 RB1323  HORZ ORDER  -  FIRST
 RB1323
 RB1323.The horizontal coordinates were established by classical geodetic methods
 RB1323.and adjusted by the National Geodetic Survey in October 1991.
 RB1323
 RB1323.The NAVD 88 height was computed by applying the VERTCON shift value to
 RB1323.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RB1323
 RB1323.The Laplace correction was computed from DEFLEC99 derived deflections.
 RB1323
 RB1323.The geoid height was determined by GEOID03.
 RB1323
 RB1323;                    North         East     Units Scale Factor Converg.
 RB1323;SPC OR N     -   199,645.332 2,688,740.966   MT  0.99990560   +1 42 40.0
 RB1323;SPC OR N     -   655,004.37  8,821,328.63   iFT  0.99990560   +1 42 40.0
 RB1323;UTM  11      - 5,032,175.917   414,967.327   MT  0.99968890   -0 46 28.8
 RB1323
 RB1323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RB1323!SPC OR N     -   0.99971392  x   0.99990560  =   0.99961955
 RB1323!UTM  11      -   0.99971392  x   0.99968890  =   0.99940291
 RB1323
 RB1323|---------------------------------------------------------------------|
 RB1323| PID    Reference Object                     Distance      Geod. Az  |
 RB1323|                                                           dddmmss.s |
 RB1323| CF5353 GRAND VIEW RM 2                       7.208 METERS 01034     |
 RB1323| RA1182 MT HARRIS LOOKOUT TOWER             APPROX.15.2 KM 0885305.6 |
 RB1323| RA1165 POINT PROMINENCE LOOKOUT            APPROX.30.9 KM 1033533.9 |
 RB1323| RB1319 EMILY                               APPROX. 0.7 KM 2393856.4 |
 RB1323| RB1316 MT EMILY LOOKOUT TOWER              343.763 METERS 26730     |
 RB1323| RB1317 MT EMILY                            334.088 METERS 26735     |
 RB1323| CF5352 GRAND VIEW RM 1                       6.612 METERS 29942     |
 RB1323|---------------------------------------------------------------------|
 RB1323
 RB1323                          SUPERSEDED SURVEY CONTROL
 RB1323
 RB1323  NAD 83(1986)-  45 26 16.55770(N)    118 05 13.90961(W) AD(       ) 1
 RB1323  NAD 27      -  45 26 17.07660(N)    118 05 10.12187(W) AD(       ) 1
 RB1323  NGVD 29 (07/19/86) 1842.0    (m)         6043.     (f) VERT ANG    3  
 RB1323
 RB1323.Superseded values are not recommended for survey control.
 RB1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1323.See file dsdata.txt to determine how the superseded data were derived.
 RB1323
 RB1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML1496732176(NAD 83)
 RB1323_MARKER: Z = SEE DESCRIPTION
 RB1323_SETTING: 0 = UNSPECIFIED SETTING
 RB1323
 RB1323  HISTORY     - Date     Condition        Report By
 RB1323  HISTORY     - 1946     MONUMENTED       CGS
 RB1323  HISTORY     - 1963     SEE DESCRIPTION  CGS
 RB1323  HISTORY     - 1967     SEE DESCRIPTION  AMS
 RB1323
 RB1323                          STATION DESCRIPTION
 RB1323
 RB1323'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JTJ)
 RB1323'THE STATION IS LOCATED ABOUT 7 MILES NORTH OF LA GRANDE ON
 RB1323'MT. EMILY, ABOUT 0.3 MILES EAST OF THE STEEL LOOKOUT TOWER OF THE
 RB1323'FOREST SERVICE, ON THE EDGE OF A ROCKY RIM KNOWN AS THE VIEW POINT.
 RB1323'
 RB1323'THE MARK IS A STANDARD BRONZE DISK SET IN BEDROCK PROJECTING
 RB1323'ABOUT 6 INCHES, ABOUT 22 FEET EAST OF THE CRIBBING AROUND A FLAG
 RB1323'POLE, AND ABOUT 20 FEET FROM THE EDGE OF THE RIM.  STAMPED GRAND
 RB1323'VIEW 1946.
 RB1323'
 RB1323'TO REACH FROM THE POST OFFICE IN LA GRANDE GO WEST ON ADAMS
 RB1323'STREET FOR 2-1/2 BLOCKS TO 2ND STREET, TURN RIGHT ON 2ND STREET
 RB1323'AND CONTINUE ACROSS VIADUCT FOR 0.7 MILE, KEEP LEFT ON PAVED
 RB1323'ROAD FOR 0.5 MILE, TAKE RIGHT FORK FOR 0.2 MILE TO FORK, KEEP
 RB1323'LEFT FORK, NORTH, FOR 2.6 MILES TO FORK, TAKE LEFT FORK UP GRADE
 RB1323'KEEPING ON THE MAIN TRAVELED ROAD FOR 0.2 MILE, TAKE LEFT FORK
 RB1323'AND CONTINUE ON GRADED ROAD UP GRADE FOR 8.4 MILE TO TRACK ROAD
 RB1323'RIGHT AND SIGN MT EMILY L.O. 1/2, TAKE RIGHT FORK FOR 0.4 MILE
 RB1323'TO MT EMILY LOOKOUT TOWER, CONTINUE ON DIM TRACK ROAD AROUND
 RB1323'EAST SIDE OF TOWER FOR 0.3 MILE TO VIEW POINT AND STATION.
 RB1323'
 RB1323'REFERENCE MARK NO 1 IS A STANDARD BRONZE REFERENCE DISK SET IN
 RB1323'BEDROCK PROJECTING ABOUT 4 INCHES, 1 FOOT EAST OF A FLAG POLE
 RB1323'CRIBBING, AND IS ABOUT THE SAME LEVEL AS THE STATION.  STAMPED
 RB1323'GRAND VIEW NO 1 1946.
 RB1323'
 RB1323'REFERENCE MARK NO 2 IS A STANDARD BRONZE REFERENCE DISK SET IN
 RB1323'BEDROCK PROJECTING ABOUT 2 FEET ON EDGE OF RIM, ABOUT 2 FEET
 RB1323'HIGHER THAN THE STATION.  STAMPED GRAND VIEW NO 2 1946.
 RB1323'
 RB1323'THE MT EMILY LOOKOUT TOWER IS A HIGH STEEL TOWER WITH A SQUARE
 RB1323'LOOKOUT ROOM ON TOP.  IT IS ABOUT 125 FEET HIGH AND IS ABOUT 0.3
 RB1323'MILES WEST OF THE STATION.
 RB1323'
 RB1323'STATION EMILY 1916 WILL SERVE AS AZIMUTH.
 RB1323
 RB1323                          STATION RECOVERY (1963)
 RB1323
 RB1323'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JCC)
 RB1323'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 RB1323'PREVIOUSLY DESCRIBED BY J. T. JARMAN IN 1946.  THE ORIGINAL
 RB1323'DESCRIPTION IS ADEQUATE.
 RB1323
 RB1323                          STATION RECOVERY (1967)
 RB1323
 RB1323'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967
 RB1323'STATION AND REFERENCE MARKS RECOVERED IN CONDITION AS DESCRIBED.
 RB1323'
 RB1323'ROUTE DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1604 ***********************************************************************
 QD1604  DESIGNATION -  GRANDVIEW
 QD1604  PID         -  QD1604
 QD1604  STATE/COUNTY-  OR/JEFFERSON
 QD1604  USGS QUAD   -  FLY CREEK (1962)
 QD1604
 QD1604                         *CURRENT SURVEY CONTROL
 QD1604  ___________________________________________________________________
 QD1604* NAD 83(1991)-  44 32 18.12644(N)    121 24 06.78329(W)     ADJUSTED  
 QD1604* NAVD 88     -       893.8    (meters)    2932.     (feet)  VERTCON   
 QD1604  ___________________________________________________________________
 QD1604  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 QD1604  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 QD1604  HORZ ORDER  -  SECOND
 QD1604
 QD1604.The horizontal coordinates were established by classical geodetic methods
 QD1604.and adjusted by the National Geodetic Survey in October 1991.
 QD1604
 QD1604.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1604.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1604
 QD1604.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1604
 QD1604.The geoid height was determined by GEOID03.
 QD1604
 QD1604;                    North         East     Units Scale Factor Converg.
 QD1604;SPC OR N     -    97,265.864 2,428,325.334   MT  0.99995467   -0 38 22.6
 QD1604;SPC OR N     -   319,113.73  7,966,946.63   iFT  0.99995467   -0 38 22.6
 QD1604;UTM  10      - 4,932,913.147   626,963.550   MT  0.99979823   +1 07 15.8
 QD1604
 QD1604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1604!SPC OR N     -   0.99986325  x   0.99995467  =   0.99981793
 QD1604!UTM  10      -   0.99986325  x   0.99979823  =   0.99966151
 QD1604
 QD1604|---------------------------------------------------------------------|
 QD1604| PID    Reference Object                     Distance      Geod. Az  |
 QD1604|                                                           dddmmss.s |
 QD1604| CF3555 GRANDVIEW RM 1                        8.455 METERS 09409     |
 QD1604| CF3556 GRANDVIEW RM 2                       22.023 METERS 32815     |
 QD1604| CF3554 GRANDVIEW AZ MK                                    3450404.7 |
 QD1604| QD1606 GRANDVIEW 2                           4.384 METERS 34504     |
 QD1604|---------------------------------------------------------------------|
 QD1604
 QD1604                          SUPERSEDED SURVEY CONTROL
 QD1604
 QD1604  NAD 83(1986)-  44 32 18.13472(N)    121 24 06.78388(W) AD(       ) 2
 QD1604  NAD 27      -  44 32 18.71600(N)    121 24 02.60800(W) AD(       ) 2
 QD1604  NGVD 29 (07/19/86)  892.7    (m)         2929.     (f) VERT ANG    3  
 QD1604
 QD1604.Superseded values are not recommended for survey control.
 QD1604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1604.See file dsdata.txt to determine how the superseded data were derived.
 QD1604
 QD1604_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ2696432913(NAD 83)
 QD1604_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QD1604_SETTING: 80 = SET IN A BOULDER
 QD1604_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QD1604
 QD1604  HISTORY     - Date     Condition        Report By
 QD1604  HISTORY     - 1946     MONUMENTED       CGS
 QD1604  HISTORY     - 1963     SEE DESCRIPTION  CGS
 QD1604  HISTORY     - 1968     SEE DESCRIPTION  CGS
 QD1604
 QD1604                          STATION DESCRIPTION
 QD1604
 QD1604'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 QD1604'THE STATION IS LOCATED ON THE BENCHLAND BETWEEN THE METOLIUS AND
 QD1604'DESCHUTES RIVERS, ABOUT 7.5 MILES, AIRLINE, SOUTHWEST OF THEIR
 QD1604'CONFLUENCE AND 3.1 MILES, AIRLINE, WEST OF THE RUINS OF THE TOWN
 QD1604'OF GRANDVIEW.  IT IS 95 FEET EAST OF A LARGE JUNIPER TREE, 22 FEET
 QD1604'NORTH OF THE CENTERLINE OF AN EAST-WEST ROAD AND 8 FEET SOUTH OF
 QD1604'A STONE FENCE.  IT IS SET IN A LARGE BOULDER THAT PROJECTS 1 FOOT
 QD1604'AND HAS AN EXPOSED SURFACE OF ABOUT 3 BY 3 FEET.  IT IS
 QD1604'STAMPED GRANDVIEW 1946.
 QD1604'
 QD1604'REFERENCE MARK NO. 1 IS 21 FEET NORTH OF THE CENTERLINE OF AN
 QD1604'EAST-WEST ROAD AND 10 FEET SOUTH OF A STONE FENCE.  IT IS SET IN
 QD1604'A BOULDER THAT PROJECTS 2 FEET AND IS STAMPED GRANDVIEW NO 1 1946.
 QD1604'
 QD1604'REFERENCE MARK NO. 2 IS 75 FEET NORTHEAST OF A LARGE JUNIPER
 QD1604'TREE AND 54 FEET NORTH OF A STONE FENCE.  IT IS SET IN A BURIED
 QD1604'BOULDER THAT PROJECTS 6 INCHES AND IS STAMPED GRANDVIEW NO 2 1946.
 QD1604'
 QD1604'THE AZIMUTH MARK IS 0.3 MILE NORTH-NORTHWEST OF THE STATION AND
 QD1604'100 FEET WEST OF A TRACK ROAD.  IT IS SET IN A LARGE FLAT BURIED
 QD1604'BOULDER THAT IS FLUSH WITH THE SURFACE OF THE GROUND WHICH IS AT
 QD1604'THE SOUTH EDGE OF THE WOODS.  IT IS STAMPED GRANDVIEW 1946.
 QD1604'
 QD1604'TO REACH THE STATION FROM THE RAILROAD AND ROAD CROSSING JUST
 QD1604'SOUTH OF THE DEPOT IN CULVER, GO WEST AND NORTH ON THE GRANDVIEW
 QD1604'LOOP ROAD, TO THE COVE, FOR 5.3 MILES TO THE BRIDGE ACROSS THE
 QD1604'CROOKED RIVER.  CONTINUE WEST ON THE GRANDVIEW ROAD FOR 2.6 MILES
 QD1604'TO THE BRIDGE ACROSS THE DESCHUTES RIVER, CROSS BRIDGE AND
 QD1604'CONTINUE ON THE MAIN TRAVELED ROAD FOR 2.55 MILES TO THE SUMMIT OF
 QD1604'GRADE AND A ROAD FORKS.  KEEP LEFT FORK, WEST, ON THE MAIN
 QD1604'TRAVELED ROAD FOR 1.5 MILES TO A T ROAD LEFT, SOUTH, CONTINUE
 QD1604'STRAIGHT AHEAD, WEST, FOR 3.1 MILES TO THE STATION ON THE RIGHT
 QD1604'AS DESCRIBED.
 QD1604'
 QD1604'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST 75 FEET TURN
 QD1604'RIGHT, NORTH, ON A TRACK ROAD AND GO 0.3 MILE TO THE EDGE OF WOODS
 QD1604'AND THE AZIMUTH MARK AS DESCRIBED.
 QD1604
 QD1604                          STATION RECOVERY (1963)
 QD1604
 QD1604'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FN)
 QD1604'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND
 QD1604'THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  ROADS
 QD1604'HAVE CHANGED, THE DESCRIPTION TO THE AZIMUTH MARK WAS VAGUE.  A
 QD1604'NEW TO REACH FOLLOWS.
 QD1604'
 QD1604'TO REACH THE STATION FROM THE CULVER POST OFFICE GO WEST ON C
 QD1604'STREET AND THE MACADAM ROAD FOR 0.9 MILE TO A T ROAD INTERSECTION,
 QD1604'TURN RIGHT AND GO NORTH ON THE MACADAM ROAD FOR 0.9 MILE TO A
 QD1604'SIDE ROAD LEFT AND SIGN, THE COVE STATE PARK, TURN LEFT AND GO
 QD1604'WEST AND NORTH ON THE GRAVELED ROAD FOR 1.0 MILE TO A SIDE ROAD
 QD1604'LEFT AND ANOTHER SIGN, THE COVE STATE PARK, TURN LEFT AND GO
 QD1604'WEST AND NORTHWEST FOR 2.0 MILES TO A FORK, TAKE RIGHT FORK AND
 QD1604'CONTINUE DOWN-HILL, CROSSING THE CROOKED RIVER FOR A DISTANCE OF
 QD1604'0.9 MILE TO THE ENTRANCE TO THE COVE STATE PARK ON THE RIGHT.
 QD1604'CONTINUE ON THE MAIN TRAVELED ROAD FOR 0.8 MILE TO A T
 QD1604'INTERSECTION AND SIGN, GRANDVIEW LOOP, TURN RIGHT AND GO NORTH
 QD1604'AND WEST ON THE GRANDVIEW LOOP FOR 1.1 MILES TO A FORK, TAKE
 QD1604'RIGHT FORK, LEAVING THE MAIN TRAVELED ROAD, AND GO WESTERLY
 QD1604'0.7 MILES TO THE BRIDGE ACROSS THE DESCHUTES RIVER, CROSS
 QD1604'BRIDGE, TURN RIGHT AND FOLLOW WINDING ROAD WESTERLY, UPGRADE,
 QD1604'FOR 2.5 MILES TO THE SUMMIT AT A ROAD FORKS AND SIGN, KEEP OREGON
 QD1604'GREEN, TAKE LEFT FORK AND GO WEST FOR 1.5 MILES TO A SIDE ROAD
 QD1604'LEFT AND SIGN, GRANDVIEW LOOP SISTERS 26.  CONTINUE STRAIGHT
 QD1604'AHEAD FOR 2.6 MILES TO A SMALL WOODEN BRIDGE, CROSS BRIDGE AND
 QD1604'CONTINUE WEST 0.5 MILE TO THE STATION AND REFERENCE MARKS ON
 QD1604'THE RIGHT.
 QD1604'
 QD1604'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST FOR 100 FEET
 QD1604'TO A TRACK ROAD RIGHT, TURN RIGHT AND GO NORTH ON THE TRACK ROAD
 QD1604'FOR 0.25 MILE TO THE END OF TRUCK TRAVEL AT A JUNIPER TREE 1 FOOT
 QD1604'IN DIAMETER WITH A TRIANGLE BLAZE ON THE LEFT.  PACK
 QD1604'WEST-NORTHWEST FOR 300 FEET TO THE AZIMUTH MARK.  THE AZIMUTH
 QD1604'MARK, A STANDARD DISK, IS CEMENTED IN A DRILL HOLE IN BEDROCK
 QD1604'IN A DRAW.  IT IS 300 FEET WEST OF THE CENTER OF THE TRACK ROAD,
 QD1604'15 FEET SOUTH OF AN OLD EAST-WEST FENCE LINE AND 2 FEET SOUTH OF
 QD1604'A ROCK CAIRN WITH A TRIANGLE PAINTED ON THE TOP ROCK.
 QD1604
 QD1604                          STATION RECOVERY (1968)
 QD1604
 QD1604'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (NET)
 QD1604'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND
 QD1604'THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  A DIFFERENCE
 QD1604'IN THE HORIZONTAL ANGLE TO REFERENCE MARK NO. 1 WAS FOUND.  THE
 QD1604'STATION MARK AND REFERENCE MARK NO. 1 WERE DESTROYED TO PERMIT
 QD1604'HIGHWAY CONSTRUCTION.  TRIANGULATION STATION GRANDVIEW 2 WAS
 QD1604'ESTABLISHED.  SEE DESCRIPTION THEREOF.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1606 ***********************************************************************
 QD1606  DESIGNATION -  GRANDVIEW 2
 QD1606  PID         -  QD1606
 QD1606  STATE/COUNTY-  OR/JEFFERSON
 QD1606  USGS QUAD   -  FLY CREEK (1962)
 QD1606
 QD1606                         *CURRENT SURVEY CONTROL
 QD1606  ___________________________________________________________________
 QD1606* NAD 83(1991)-  44 32 18.26367(N)    121 24 06.83449(W)     NO CHECK  
 QD1606* NAVD 88     -       894.     (meters)    2933.     (feet)  SCALED    
 QD1606  ___________________________________________________________________
 QD1606  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 QD1606  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 QD1606  HORZ ORDER  -  THIRD
 QD1606
 QD1606.The horizontal coordinates were established by classical geodetic methods
 QD1606.and adjusted by the National Geodetic Survey in October 1991.
 QD1606.No horizontal observational check was made to the station.
 QD1606
 QD1606.The orthometric height was scaled from a topographic map.
 QD1606
 QD1606.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1606
 QD1606.The geoid height was determined by GEOID03.
 QD1606
 QD1606;                    North         East     Units Scale Factor Converg.
 QD1606;SPC OR N     -    97,270.112 2,428,324.252   MT  0.99995467   -0 38 22.6
 QD1606;SPC OR N     -   319,127.66  7,966,943.08   iFT  0.99995467   -0 38 22.6
 QD1606;UTM  10      - 4,932,917.360   626,962.337   MT  0.99979823   +1 07 15.7
 QD1606
 QD1606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1606!SPC OR N     -   0.99986320  x   0.99995467  =   0.99981788
 QD1606!UTM  10      -   0.99986320  x   0.99979823  =   0.99966146
 QD1606
 QD1606|---------------------------------------------------------------------|
 QD1606| PID    Reference Object                     Distance      Geod. Az  |
 QD1606|                                                           dddmmss.s |
 QD1606| CF3557 GRANDVIEW 2 RM 3                     13.222 METERS 09455     |
 QD1606| QD1604 GRANDVIEW                             4.384 METERS 16504     |
 QD1606| CF3556 GRANDVIEW RM 2                       17.860 METERS 32414     |
 QD1606| CF3554 GRANDVIEW AZ MK                                    3450623.0 |
 QD1606|---------------------------------------------------------------------|
 QD1606
 QD1606                          SUPERSEDED SURVEY CONTROL
 QD1606
 QD1606  NAD 83(1986)-  44 32 18.27195(N)    121 24 06.83508(W) AD(       ) 3
 QD1606  NAD 27      -  44 32 18.85322(N)    121 24 02.65926(W) AD(       ) 3
 QD1606
 QD1606.Superseded values are not recommended for survey control.
 QD1606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1606.See file dsdata.txt to determine how the superseded data were derived.
 QD1606
 QD1606_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ2696232917(NAD 83)
 QD1606_MARKER: DS = TRIANGULATION STATION DISK
 QD1606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD1606
 QD1606  HISTORY     - Date     Condition        Report By
 QD1606  HISTORY     - 1968     MONUMENTED       CGS
 QD1606
 QD1606                          STATION DESCRIPTION
 QD1606
 QD1606'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (NET)
 QD1606'THE STATION IS 17 MILES SOUTHWEST OF MADRAS, 11 MILES NORTHWEST OF
 QD1606'CULVER AND 7 MILES SOUTHWEST OF THE CONFLUENCE OF THE DESCHUTES AND
 QD1606'METOLIUS RIVERS ON THE BENCHLAND ALONG THE GRANDVIEW LOOP HIGHWAY.
 QD1606'
 QD1606'TO REACH THE STATION FROM THE CULVER POST OFFICE GO WEST ON C STREET
 QD1606'AND THE MACADAM ROAD FOR 0.9 MILE TO A T INTERSECTION, TURN RIGHT
 QD1606'AND GO NORTH ON THE MACADAM FOR 0.9 MILE TO A SIDE ROAD LEFT AND
 QD1606'SIGN, THE COVE STATE PARK, TURN LEFT AS PER SIGN AND GO WEST AND
 QD1606'NORTH FOR 1.0 MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO WEST AND
 QD1606'NORTHWEST FOR 2.0 MILES TO A SIDE ROAD LEFT AT THE BOTTOM OF THE
 QD1606'CANYON, TURN SHARP LEFT, PASSING THE BOAT LANDING ON THE RIGHT,
 QD1606'AND GO SOUTHWEST, PARALLELING THE RIVER FOR 2.1 MILES TO THE BRIDGE
 QD1606'OVER CROOKED RIVER, CONTINUE WEST THROUGH THE PARK FOR 3.1 MILES TO
 QD1606'THE BRIDGE OVER THE DESCHUTES RIVER, CONTINUE WESTERLY ON THE MAIN
 QD1606'TRAVELED ROAD FOR 2.1 MILES TO LAKE CHINOOK VILLAGE, A STORE WITH
 QD1606'GAS PUMPS, CONTINUE NORTH AND WEST ON THE MAIN TRAVELED ROAD FOR 1.5
 QD1606'MILES TO A SIDE ROAD RIGHT AND SIGN, GRANDVIEW LOOP, TURN RIGHT AND
 QD1606'GO NORTH ON THE GRANDVIEW LOOP FOR 1.0 MILE TO A T INTERSECTION,
 QD1606'TURN LEFT AND GO WEST ON THE GRANDVIEW LOOP FOR 3.0 MILES TO THE
 QD1606'STATION ON THE RIGHT.
 QD1606'
 QD1606'THE STATION MARK, STAMPED GRANDVIEW 2 1968, IS 110 FEET EAST OF A
 QD1606'TRACK ROAD NORTH, 36 FEET NORTH OF THE GRANDVIEW LOOP ROAD, 3 FEET
 QD1606'NORTH OF A STONE FENCE AND 1 FOOT NORTH OF A METAL WITNESS POST SET
 QD1606'IN A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES.
 QD1606'
 QD1606'REFERENCE MARK NO. 2, STAMPED GRANDVIEW NO 2 1946, IS 83 FEET NORTH
 QD1606'OF THE CENTER OF THE GRANDVIEW LOOP ROAD, 73 FEET EAST OF THE TRACK
 QD1606'ROAD NORTH, 59 FEET NORTHWEST OF THE WITNESS POST AND 50 FEET NORTH
 QD1606'OF THE STONE FENCE CEMENTED IN A DRILL HOLE IN A 1.5 BY 2.5 FOOT
 QD1606'BOULDER THAT PROJECTS 4 INCHES.
 QD1606'
 QD1606'REFERENCE MARK NO. 3, STAMPED GRANDVIEW 2 NO 3 1968, IS 44 FEET EAST
 QD1606'OF THE WITNESS POST, 35 FEET NORTH OF THE CENTER OF GRANDVIEW LOOP
 QD1606'ROAD, 2 FEET NORTHWEST OF ROCK CAIRN AND IN THE ROCK FENCE LINE
 QD1606'CEMENTED IN A DRILL HOLE IN A 2 BY 3 FOOT BOULDER THAT PROJECTS
 QD1606'5 INCHES.
 QD1606'
 QD1606'DISTANCE BETWEEN R.M. NO. 2 AND R.M. NO. 3 IS 92.90 FEET.
 QD1606'
 QD1606'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST FOR 100 FEET TO A
 QD1606'TRACK ROAD NORTH, TURN RIGHT AND GO NORTH ON THE TRACK ROAD FOR 0.25
 QD1606'MILE, THEN PACK NORTHWEST FOR 300 FEET TO THE AZIMUTH MARK IN A
 QD1606'WASH.
 QD1606'
 QD1606'THE AZIMUTH MARK, STAMPED GRANDVIEW 1946, IS 15 FEET SOUTH OF AN OLD
 QD1606'EAST-WEST FENCE LINE, 6 FEET WEST OF A JUNIPER TREE WITH A WITNESS
 QD1606'SIGN NAILED ON IT, 2 FEET SOUTHEAST OF A ROCK CAIRN WITH A TRIANGLE
 QD1606'PAINTED ON THE TOP ROCK AND IN A SMALL WASH CEMENTED IN A DRILL
 QD1606'HOLE IN BEDROCK THAT HAS A 3 BY 3 FOOT EXPOSED SURFACE AND PROJECTS
 QD1606'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AA3612 ***********************************************************************
 AA3612  DESIGNATION -  GRANGE
 AA3612  PID         -  AA3612
 AA3612  STATE/COUNTY-  OR/HARNEY
 AA3612  USGS QUAD   -  BURNS (1960)
 AA3612
 AA3612                         *CURRENT SURVEY CONTROL
 AA3612  ___________________________________________________________________
 AA3612* NAD 83(2007)-  43 35 12.75439(N)    119 01 12.92862(W)     ADJUSTED  
 AA3612* NAVD 88     -      1265.9    (meters)    4153.     (feet)  VERTCON   
 AA3612  ___________________________________________________________________
 AA3612  EPOCH DATE  -        2007.00
 AA3612  X           -  -2,245,200.764 (meters)                     COMP
 AA3612  Y           -  -4,047,074.127 (meters)                     COMP
 AA3612  Z           -   4,375,817.867 (meters)                     COMP
 AA3612  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 AA3612  ELLIP HEIGHT-        1246.866 (meters)          (02/10/07) ADJUSTED
 AA3612  GEOID HEIGHT-         -19.05  (meters)                     GEOID03
 AA3612
 AA3612  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA3612  Type    PID    Designation                      North   East  Ellip
 AA3612  -------------------------------------------------------------------
 AA3612  NETWORK AA3612 GRANGE                            0.57   0.55   1.71
 AA3612  -------------------------------------------------------------------
 AA3612
 AA3612.The horizontal coordinates were established by GPS observations
 AA3612.and adjusted by the National Geodetic Survey in February 2007.
 AA3612
 AA3612.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA3612.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA3612.The horizontal coordinates are valid at the epoch date displayed above.
 AA3612.The epoch date for horizontal control is a decimal equivalence
 AA3612.of Year/Month/Day.
 AA3612
 AA3612.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3612.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3612
 AA3612.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3612
 AA3612.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3612
 AA3612.The ellipsoidal height was determined by GPS observations
 AA3612.and is referenced to NAD 83.
 AA3612
 AA3612.The geoid height was determined by GEOID03.
 AA3612
 AA3612;                    North         East     Units Scale Factor Converg.
 AA3612;SPC OR S     -   214,359.906 1,619,489.258   MT  0.99992122   +1 00 44.5
 AA3612;SPC OR S     -   703,280.53  5,313,284.97   iFT  0.99992122   +1 00 44.5
 AA3612;UTM  11      - 4,827,972.605   336,906.249   MT  0.99992719   -1 23 35.4
 AA3612
 AA3612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3612!SPC OR S     -   0.99980451  x   0.99992122  =   0.99972575
 AA3612!UTM  11      -   0.99980451  x   0.99992719  =   0.99973172
 AA3612
 AA3612:                Primary Azimuth Mark                     Grid Az
 AA3612:SPC OR S     -  GRANGE AZ MK                             359 46 16.0
 AA3612:UTM  11      -  GRANGE AZ MK                             002 10 35.9
 AA3612
 AA3612|---------------------------------------------------------------------|
 AA3612| PID    Reference Object                     Distance      Geod. Az  |
 AA3612|                                                           dddmmss.s |
 AA3612| AA3613 GRANGE AZ MK                        APPROX. 0.8 KM 0004700.5 |
 AA3612|---------------------------------------------------------------------|
 AA3612
 AA3612                          SUPERSEDED SURVEY CONTROL
 AA3612
 AA3612  NAD 83(1998)-  43 35 12.75321(N)    119 01 12.92776(W) AD(       ) B
 AA3612  ELLIP H (07/03/01) 1246.866  (m)                       GP(       ) 5 1
 AA3612  NAD 83(1991)-  43 35 12.75145(N)    119 01 12.92592(W) AD(       ) B
 AA3612  ELLIP H (11/09/94) 1247.012  (m)                       GP(       ) 3 1
 AA3612  NGVD 29 (11/09/94) 1264.7    (m)         4149.     (f) GPS OBS     3  
 AA3612
 AA3612.Superseded values are not recommended for survey control.
 AA3612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3612.See file dsdata.txt to determine how the superseded data were derived.
 AA3612
 AA3612_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ3690627973(NAD 83)
 AA3612_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3612_SP_SET: CONCRETE POST
 AA3612_STAMPING: GRANGE 1992
 AA3612_MARK LOGO: NGS   
 AA3612_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3612+STABILITY: SURFACE MOTION
 AA3612_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3612+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA3612
 AA3612  HISTORY     - Date     Condition        Report By
 AA3612  HISTORY     - 1992     MONUMENTED       NGS
 AA3612
 AA3612                          STATION DESCRIPTION
 AA3612
 AA3612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (LLR)
 AA3612'THE STATION IS LOCATED 2 MILES EAST OF BURNS NEAR THE NE CORNER OF
 AA3612'GRANGE PROPERTY. TO REACH FROM THE JUNCTION OF HIGHWAYS 395, 20, AND
 AA3612'78 IN BURNS GO EAST ON HIGHWAY 78 FOR 2.0 MILES, TURN LEFT ON COUNTY
 AA3612'ROAD AND GO 0.05 MILE TO THE MARK ON THE LEFT AT NE CORNER OF GRANGE
 AA3612'PROPERTY. THE STATION IS AN NGS DISK SET INTO THE TOP OF A 40 CM IN
 AA3612'DIAMETER CONCRETE MONUMENT THAT PROJECTS 10 CM ABOVE THE GROUND. THE
 AA3612'STATION IS LOCATED .05 MILE FROM THE INTERSECTION OF HIGHWAYS 78/205
 AA3612'AND COUNTY ROAD 117, 9.4 METERS (30.8 FT,) WEST OF THE CENTERLINE OF
 AA3612'THE ROAD (HIGHWAY 117), 4.1 METERS (13.4 FT.) SSE OF THE SOUTH GATE
 AA3612'POST OF A METAL P1PE GATE, 1.3 METERS (4.3 FT.) METERS SE OF THE NE
 AA3612'CORNER OF THE GRANGE PROPERTY, 1.0 METERS (3.3 FEET) EAST OF THE FENCE
 AA3612'AND 0.9 METER (3.1 FEET) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 AA3613 ***********************************************************************
 AA3613  DESIGNATION -  GRANGE AZ MK
 AA3613  PID         -  AA3613
 AA3613  STATE/COUNTY-  OR/HARNEY
 AA3613  USGS QUAD   -  BURNS (1960)
 AA3613
 AA3613                         *CURRENT SURVEY CONTROL
 AA3613  ___________________________________________________________________
 AA3613* NAD 83(2007)-  43 35 39.84480(N)    119 01 12.41891(W)     ADJUSTED  
 AA3613* NAVD 88     -      1266.9    (meters)    4156.     (feet)  VERTCON   
 AA3613  ___________________________________________________________________
 AA3613  EPOCH DATE  -        2007.00
 AA3613  X           -  -2,244,911.389 (meters)                     COMP
 AA3613  Y           -  -4,046,576.088 (meters)                     COMP
 AA3613  Z           -   4,376,424.202 (meters)                     COMP
 AA3613  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 AA3613  ELLIP HEIGHT-        1247.826 (meters)          (02/10/07) ADJUSTED
 AA3613  GEOID HEIGHT-         -19.04  (meters)                     GEOID03
 AA3613
 AA3613  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA3613  Type    PID    Designation                      North   East  Ellip
 AA3613  -------------------------------------------------------------------
 AA3613  NETWORK AA3613 GRANGE AZ MK                      0.96   0.69   2.45
 AA3613  -------------------------------------------------------------------
 AA3613
 AA3613.The horizontal coordinates were established by GPS observations
 AA3613.and adjusted by the National Geodetic Survey in February 2007.
 AA3613
 AA3613.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA3613.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA3613.The horizontal coordinates are valid at the epoch date displayed above.
 AA3613.The epoch date for horizontal control is a decimal equivalence
 AA3613.of Year/Month/Day.
 AA3613
 AA3613.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3613.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3613
 AA3613.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3613
 AA3613.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3613
 AA3613.The ellipsoidal height was determined by GPS observations
 AA3613.and is referenced to NAD 83.
 AA3613
 AA3613.The geoid height was determined by GEOID03.
 AA3613
 AA3613;                    North         East     Units Scale Factor Converg.
 AA3613;SPC OR S     -   215,195.985 1,619,485.918   MT  0.99992219   +1 00 44.9
 AA3613;SPC OR S     -   706,023.57  5,313,274.01   iFT  0.99992219   +1 00 44.9
 AA3613;UTM  11      - 4,828,808.091   336,938.005   MT  0.99992706   -1 23 35.8
 AA3613
 AA3613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3613!SPC OR S     -   0.99980436  x   0.99992219  =   0.99972657
 AA3613!UTM  11      -   0.99980436  x   0.99992706  =   0.99973144
 AA3613
 AA3613:                Primary Azimuth Mark                     Grid Az
 AA3613:SPC OR S     -  GRANGE                                   179 46 15.9
 AA3613:UTM  11      -  GRANGE                                   182 10 36.6
 AA3613
 AA3613|---------------------------------------------------------------------|
 AA3613| PID    Reference Object                     Distance      Geod. Az  |
 AA3613|                                                           dddmmss.s |
 AA3613| AA3612 GRANGE                              APPROX. 0.8 KM 1804700.8 |
 AA3613|---------------------------------------------------------------------|
 AA3613
 AA3613                          SUPERSEDED SURVEY CONTROL
 AA3613
 AA3613  NAD 83(1998)-  43 35 39.84361(N)    119 01 12.41803(W) AD(       ) B
 AA3613  ELLIP H (07/03/01) 1247.825  (m)                       GP(       ) 5 1
 AA3613  NAD 83(1991)-  43 35 39.84186(N)    119 01 12.41620(W) AD(       ) B
 AA3613  ELLIP H (11/09/94) 1247.973  (m)                       GP(       ) 3 1
 AA3613  NGVD 29 (11/09/94) 1265.7    (m)         4153.     (f) GPS OBS     3  
 AA3613
 AA3613.Superseded values are not recommended for survey control.
 AA3613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3613.See file dsdata.txt to determine how the superseded data were derived.
 AA3613
 AA3613_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ3693828808(NAD 83)
 AA3613_MARKER: DZ = AZIMUTH MARK DISK
 AA3613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3613_SP_SET: CONCRETE POST
 AA3613_STAMPING: GRANGE AZ MK 1992
 AA3613_MARK LOGO: NGS   
 AA3613_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3613+STABILITY: SURFACE MOTION
 AA3613_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3613+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA3613
 AA3613  HISTORY     - Date     Condition        Report By
 AA3613  HISTORY     - 1992     MONUMENTED       NGS
 AA3613
 AA3613                          STATION DESCRIPTION
 AA3613
 AA3613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (LLR)
 AA3613'THE STATION IS LOCATED ABOUT 2.6 MILES EAST OF BURNS ON COUNTY ROAD
 AA3613'RIGHT OF WAY. TO REACH FROM THE INTERSECTION OF HIGHWAYS 395, 20, AND
 AA3613'78 GO EAST ON HIGHWAY 78 FOR 2.0 MILES TO A ROAD INTERSECTION, TURN
 AA3613'LEFT ON COUNTY ROAD 117 AND GO 0.55 MILE TO THE STATION ON THE RIGHT.
 AA3613'THE STATION IS  A NATIONAL GEODETIC SURVEY AZIMUTH MARK DISK SET IN
 AA3613'THE TOP OF A 35 CM IN DIAMETER CONCRETE MONUMENT THAT PROJECTS 5 CM.
 AA3613'IT IS 10.5 METERS (34.5 FT.) EAST OF CENTERLINE OF THE ROAD, 0.6 METER
 AA3613'(2.0 FEET) WEST OF A FENCE LINE AND 0.5 METER (1.6 FEET)WEST OF A
 AA3613'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA1152 ***********************************************************************
 RA1152  DESIGNATION -  GRANITE
 RA1152  PID         -  RA1152
 RA1152  STATE/COUNTY-  OR/UNION
 RA1152  USGS QUAD   -  STEAMBOAT LAKE (1990)
 RA1152
 RA1152                         *CURRENT SURVEY CONTROL
 RA1152  ___________________________________________________________________
 RA1152* NAD 83(1991)-  45 08 06.57259(N)    117 30 01.01802(W)     ADJUSTED  
 RA1152* NAVD 88     -      2647.9    (meters)    8687.     (feet)  VERTCON   
 RA1152  ___________________________________________________________________
 RA1152  LAPLACE CORR-          11.52  (seconds)                    DEFLEC99
 RA1152  GEOID HEIGHT-         -15.90  (meters)                     GEOID03
 RA1152  HORZ ORDER  -  THIRD
 RA1152
 RA1152.The horizontal coordinates were established by classical geodetic methods
 RA1152.and adjusted by the National Geodetic Survey in October 1991.
 RA1152
 RA1152.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1152.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1152
 RA1152.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1152
 RA1152.The geoid height was determined by GEOID03.
 RA1152
 RA1152;                    North         East     Units Scale Factor Converg.
 RA1152;SPC OR N     -   167,560.298 2,735,882.441   MT  0.99989475   +2 07 38.5
 RA1152;SPC OR N     -   549,738.51  8,975,992.26   iFT  0.99989475   +2 07 38.5
 RA1152;UTM  11      - 4,998,086.761   460,662.878   MT  0.99961903   -0 21 16.5
 RA1152
 RA1152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1152!SPC OR N     -   0.99958751  x   0.99989475  =   0.99948231
 RA1152!UTM  11      -   0.99958751  x   0.99961903  =   0.99920670
 RA1152
 RA1152|---------------------------------------------------------------------|
 RA1152| PID    Reference Object                     Distance      Geod. Az  |
 RA1152|                                                           dddmmss.s |
 RA1152| RA1108 GRANITE RM 1                         26.313 METERS 01602     |
 RA1152| RA1170 MEDICAL                             APPROX. 6.3 KM 1920729.8 |
 RA1152|---------------------------------------------------------------------|
 RA1152
 RA1152                          SUPERSEDED SURVEY CONTROL
 RA1152
 RA1152  NAD 83(1986)-  45 08 06.53269(N)    117 30 01.03342(W) AD(       ) 3
 RA1152  NAD 83(1986)-  45 08 06.57028(N)    117 30 01.00685(W) AD(       ) 2
 RA1152  NAD 27      -  45 08 06.99901(N)    117 29 57.25710(W) AD(       ) 2
 RA1152  NGVD 29 (12/08/88) 2646.5    (m)         8683.     (f) VERT ANG    3  
 RA1152
 RA1152.Superseded values are not recommended for survey control.
 RA1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1152.See file dsdata.txt to determine how the superseded data were derived.
 RA1152
 RA1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK6066398087(NAD 83)
 RA1152_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RA1152_SETTING: 66 = SET IN ROCK OUTCROP
 RA1152_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 RA1152
 RA1152  HISTORY     - Date     Condition        Report By
 RA1152  HISTORY     - 1916     MONUMENTED       CGS
 RA1152  HISTORY     - 1964     GOOD             USGS
 RA1152
 RA1152                          STATION DESCRIPTION
 RA1152
 RA1152'DESCRIBED BY COAST AND GEODETIC SURVEY 1916 (CVH)
 RA1152'NOT OCCUPIED.
 RA1152'
 RA1152'ABOUT MILES NE OF MEDICAL SPRINGS, ON THE SUMMIT OF WALLOWA
 RA1152'MTN. ALONG THE DIVIDE SOUTH OF THE MINAM RIVER, IN THE NORTHEAST
 RA1152'CORNER OF THE UNSURVEYED SECTION 13, T 5 S, R 42 E.  THE PEAK IS
 RA1152'FLAT-TOPPED AND COVERED WITH LARGE BOULDERS, IN THE TOP OF ONE
 RA1152'OF WHICH, NEAR THE SOUTH SIDE OF THE SUMMIT, THE STATION WAS
 RA1152'PLACED.  THE PEAK HAS AN ELEVATION OF ABOUT 8700 FT AND IS BEST
 RA1152'REACHED FROM MEDICAL SPRINGS OVER FOREST SERVICE TRAILS.
 RA1152
 RA1152                          STATION RECOVERY (1964)
 RA1152
 RA1152'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 RA1152'RECOVERED IN GOOD CONDITION.
 RA1152'
 RA1152'REACHED BY HELICOPTER.
 RA1152'
 RA1152'TO REACH FROM SOUTH FORK OF CATHERINE CREEK, GO BY TRAIL TO MULE
 RA1152'LOH.  GO ALONG RIDGE NE. TO NEXT TOP AND STATION.
 RA1152'
 RA1152'STATION MARK--NGS DISK, UNSTAMPED, CEMENTED INTO DRILL HOLE IN
 RA1152'LARGE, PROJECTING, GRANITE BOULDER ON SOUTH RIM OF TOP AND LOWER
 RA1152'THAN HIGHEST POINT OF TOP.
 RA1152'
 RA1152'RM 1--NGS DISK, UNSTAMPED, SET IN NATURALLY EMBEDDED BOULDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA1068 ***********************************************************************
 RA1068  DESIGNATION -  GRANNY VIEW
 RA1068  PID         -  RA1068
 RA1068  STATE/COUNTY-  OR/WALLOWA
 RA1068  USGS QUAD   -  HAT POINT (1995)
 RA1068
 RA1068                         *CURRENT SURVEY CONTROL
 RA1068  ___________________________________________________________________
 RA1068* NAD 83(1991)-  45 24 38.38411(N)    116 44 40.49579(W)     ADJUSTED  
 RA1068* NAVD 88     -      1935.2    (meters)    6349.     (feet)  VERTCON   
 RA1068  ___________________________________________________________________
 RA1068  LAPLACE CORR-           9.92  (seconds)                    DEFLEC99
 RA1068  GEOID HEIGHT-         -15.48  (meters)                     GEOID03
 RA1068  HORZ ORDER  -  THIRD
 RA1068
 RA1068.The horizontal coordinates were established by classical geodetic methods
 RA1068.and adjusted by the National Geodetic Survey in October 1991.
 RA1068
 RA1068.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1068.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1068
 RA1068.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1068
 RA1068.The geoid height was determined by GEOID03.
 RA1068
 RA1068;                    North         East     Units Scale Factor Converg.
 RA1068;SPC OR N     -   200,626.864 2,793,845.790   MT  0.99990348   +2 39 47.8
 RA1068;SPC OR N     -   658,224.62  9,166,160.73   iFT  0.99990348   +2 39 47.8
 RA1068;UTM  11      - 5,028,603.144   519,986.511   MT  0.99960491   +0 10 54.8
 RA1068
 RA1068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1068!SPC OR N     -   0.99969912  x   0.99990348  =   0.99960263
 RA1068!UTM  11      -   0.99969912  x   0.99960491  =   0.99930415
 RA1068
 RA1068:                Primary Azimuth Mark                     Grid Az
 RA1068:SPC OR N     -  HARL                                     226 05 55.6
 RA1068:UTM  11      -  HARL                                     228 34 48.6
 RA1068
 RA1068|---------------------------------------------------------------------|
 RA1068| PID    Reference Object                     Distance      Geod. Az  |
 RA1068|                                                           dddmmss.s |
 RA1068| RA1361 HARL                                APPROX.13.8 KM 2284543.4 |
 RA1068|---------------------------------------------------------------------|
 RA1068
 RA1068                          SUPERSEDED SURVEY CONTROL
 RA1068
 RA1068  NAD 83(1986)-  45 24 38.38681(N)    116 44 40.49273(W) AD(       ) 3
 RA1068  NGVD 29 (09/20/87) 1934.0    (m)         6345.     (f) H LEVEL     3  
 RA1068
 RA1068.Superseded values are not recommended for survey control.
 RA1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1068.See file dsdata.txt to determine how the superseded data were derived.
 RA1068
 RA1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL1998728603(NAD 83)
 RA1068_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RA1068_SETTING: 66 = SET IN ROCK OUTCROP
 RA1068_SP_SET: SET IN ROCK OUTCROP
 RA1068_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA1068+STABILITY: POSITION/ELEVATION WELL
 RA1068
 RA1068  HISTORY     - Date     Condition        Report By
 RA1068  HISTORY     - 1937     MONUMENTED       USFS
 RA1068  HISTORY     - 1954     GOOD             USGS
 RA1068
 RA1068                          STATION DESCRIPTION
 RA1068
 RA1068'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 RA1068'RECOVERED AS DESCRIBED BY USFS.  THEIR DESCRIPTION FOLLOWS.
 RA1068'
 RA1068'LOCATED ON BARE POINT THAT PROJECTS WESTWARD FROM GRIZZLY RIDGE,
 RA1068'ON EAST RIM OF IMNAHA RIVER CANYON AT HEAD OF GRANNY CREEK, KNOWN
 RA1068'AS GRANNY VIEW POINT.
 RA1068'
 RA1068'TO REACH FROM IMNAHA, GO 16.6 MI S. ON GRIZZLY RIDGE RD. TO SIGN
 RA1068'GRANNY VIEW POINT.  TURN RIGHT AND GO 0.25 MI TO END OF RD. AND
 RA1068'STATION.
 RA1068'
 RA1068'STATION MARK--USFS DISK STAMPED---GRANNY VIEW 1937---, SET IN SOLID
 RA1068'ROCK OUTCROP NEAR EXTREMITY OF POINT.
 RA1068'
 RA1068'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2380 ***********************************************************************
 RD2380  DESIGNATION -  GRANT
 RD2380  PID         -  RD2380
 RD2380  STATE/COUNTY-  OR/MULTNOMAH
 RD2380  USGS QUAD   -  CAMAS (1993)
 RD2380
 RD2380                         *CURRENT SURVEY CONTROL
 RD2380  ___________________________________________________________________
 RD2380* NAD 83(1991)-  45 30 01.02430(N)    122 27 59.23900(W)     ADJUSTED  
 RD2380* NAVD 88     -       202.     (meters)     663.     (feet)  SCALED    
 RD2380  ___________________________________________________________________
 RD2380  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 RD2380  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 RD2380  HORZ ORDER  -  FIRST
 RD2380
 RD2380.The horizontal coordinates were established by classical geodetic methods
 RD2380.and adjusted by the National Geodetic Survey in October 1991.
 RD2380
 RD2380.The orthometric height was scaled from a topographic map.
 RD2380
 RD2380.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2380
 RD2380.The geoid height was determined by GEOID03.
 RD2380
 RD2380;                    North         East     Units Scale Factor Converg.
 RD2380;SPC OR N     -   205,626.144 2,346,335.243   MT  0.99991130   -1 23 40.5
 RD2380;SPC OR N     -   674,626.46  7,697,950.27   iFT  0.99991130   -1 23 40.5
 RD2380;UTM  10      - 5,038,666.547   541,683.923   MT  0.99962136   +0 22 50.0
 RD2380
 RD2380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2380!SPC OR N     -   0.99997189  x   0.99991130  =   0.99988319
 RD2380!UTM  10      -   0.99997189  x   0.99962136  =   0.99959326
 RD2380
 RD2380:                Primary Azimuth Mark                     Grid Az
 RD2380:SPC OR N     -  PORTLAND RAD STA KPOJ CEN MAST           231 49 01.9
 RD2380:UTM  10      -  PORTLAND RAD STA KPOJ CEN MAST           230 02 31.4
 RD2380
 RD2380|---------------------------------------------------------------------|
 RD2380| PID    Reference Object                     Distance      Geod. Az  |
 RD2380|                                                           dddmmss.s |
 RD2380| RD2455 PORTLAND RAD STA KPOJ CEN MAST      APPROX. 8.2 KM 2302521.4 |
 RD2380| CE2595 GRANT RM 1                            5.901 METERS 25156     |
 RD2380| RD2383 DIV                                 APPROX. 1.6 KM 2973216.4 |
 RD2380| RD2910 PORTLAND HAZELWOOD WATER TANK       APPROX. 6.9 KM 2990805.6 |
 RD2380| RD2907 PORTLAND PARKROSE WATER TANK        APPROX. 6.7 KM 3173055.2 |
 RD2380| CE2596 GRANT RM 2                            7.358 METERS 34817     |
 RD2380|---------------------------------------------------------------------|
 RD2380
 RD2380                          SUPERSEDED SURVEY CONTROL
 RD2380
 RD2380  NAD 83(1986)-  45 30 01.04057(N)    122 27 59.24515(W) AD(       ) 1
 RD2380  NAD 27      -  45 30 01.60715(N)    122 27 54.91976(W) AD(       ) 1
 RD2380
 RD2380.Superseded values are not recommended for survey control.
 RD2380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2380.See file dsdata.txt to determine how the superseded data were derived.
 RD2380
 RD2380_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER4168438667(NAD 83)
 RD2380_MARKER: Z = SEE DESCRIPTION
 RD2380_SETTING: 0 = UNSPECIFIED SETTING
 RD2380
 RD2380  HISTORY     - Date     Condition        Report By
 RD2380  HISTORY     - 1961     MONUMENTED       CGS
 RD2380  HISTORY     - 1969     SEE DESCRIPTION  CGS
 RD2380  HISTORY     - 19941005 MARK NOT FOUND   USPSQD
 RD2380
 RD2380                          STATION DESCRIPTION
 RD2380
 RD2380'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 RD2380'THE STATION IS LOCATED 11 MILES EAST OF THE WILLAMETTE RIVER, 1-1/2
 RD2380'MILES WEST OF GRESHAM AND ON THE HIGHEST POINT OF WHAT IS LOCALLY
 RD2380'KNOWN AS GRANT BUTTE.
 RD2380'
 RD2380'TO REACH THE STATION FROM THE INTERSECTION OF S.E. DIVISION STREET
 RD2380'AND S.E. 182ND AVENUE GO S.E. ON 182ND AVENUE FOR 0.25 MILE TO S.E.
 RD2380'TIBBETS STREET, TURN LEFT, GO EAST FOR 0.2 MILE TO THE END OF THE
 RD2380'PAVEMENT AND THE END OF TRUCK TRAVEL.  PACK SOUTHEAST UP HILL TO
 RD2380'THE HIGHEST POINT AND THE STATION.
 RD2380'
 RD2380'THE STATION MARK IS A STANDARD DISK, STAMPED GRANT 1961, BRAZED TO
 RD2380'THE TOP OF A THREE INCH CAST IRON SOIL PIPE THAT PROJECTS 3-INCHES.
 RD2380'IT IS 3.8 FEET SOUTH OF THE WITNESS POST.
 RD2380'
 RD2380'REFERENCE MARK NO 1 IS A STANDARD DISK, STAMPED GRANT NO 1 1961,
 RD2380'BRAZED TO THE TOP OF A THREE INCH CAST IRON SOIL PIPE THAT PROJECTS
 RD2380'4-INCHES.  IT IS 17 FEET WEST OF THE WITNESS POST.
 RD2380'
 RD2380'REFERENCE MARK NO 2 IS A STANDARD DISK, STAMPED GRANT NO 2 1961,
 RD2380'BRAZED TO THE TOP OF A THREE INCH CAST IRON SOIL PIPE THAT PROJECTS
 RD2380'4-INCHES.  IT IS 21 FEET NORTH OF THE WITNESS POST.
 RD2380'
 RD2380'STATION DIV MAY BE USED AS AN AZIMUTH FOR THIS STATION.  SEE
 RD2380'DESCRIPTION THEREOF.
 RD2380
 RD2380                          STATION RECOVERY (1969)
 RD2380
 RD2380'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (NET)
 RD2380'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE RECOVERED IN
 RD2380'GOOD CONDITION.  THE STATION MARK DISK HAD BEEN REMOVED FROM THE
 RD2380'PIPE BY SOME IRRESPONSIBLE PARTY.  THE PIPE WAS PLUMB AND SOLID IN
 RD2380'ITS MOORING.  THE POSITION OF THE CENTER OF THE PIPE WAS HELD AND A
 RD2380'NEW STATION MARK WAS ESTABLISHED.  A NEW AND COMPLETE DESCRIPTION
 RD2380'FOLLOWS.
 RD2380'
 RD2380'THE STATION IS IN SOUTHEAST PORTLAND ON THE SUMMIT OF GRANT BUTTE.
 RD2380'
 RD2380'TO REACH THE STATION FROM THE INTERSECTION OF S.E. DIVISION STREET
 RD2380'AND S.E. 182ND AVENUE GO SOUTH ON S.E. 182ND AVENUE FOR 0.25 MILE TO
 RD2380'S.E. TIBBETS STREET, TURN LEFT AND GO EAST ON S.E. TIBBETS STREET FOR
 RD2380'0.2 MILE TO THE END OF TRUCK TRAVEL.  PACK EASTERLY, UPHILL, ON THE
 RD2380'WELL TRAVELED TRAIL TO THE CREST OF THE HILL AND A POINT WHERE THE
 RD2380'TRAIL STARTS DOWN, LEAVE THE TRAIL, CROSS THE FENCE, AND PACK EAST
 RD2380'FOR 100 FEET TO THE STATION.  LENGTH OF PACK IS 1/4 HOUR.
 RD2380'
 RD2380'THE STATION MARK, STAMPED GRANT 1961 1969, IS A STANDARD DISK SET IN
 RD2380'A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES, 100 FEET
 RD2380'EAST OF THE NORTH-SOUTH FENCE LINE AND 1 FOOT SOUTH OF A METAL
 RD2380'WITNESS POST.  (NOTE 1A AND 7A)
 RD2380'
 RD2380'REFERENCE MARK NO. 1, STAMPED GRANT NO 1 1961, IS A STANDARD DISK
 RD2380'BRAZED TO THE TOP OF A 3-INCH CAST-IRON SOIL PIPE THAT PROJECTS 3
 RD2380'INCHES, 80 FEET EAST OF THE NORTH-SOUTH FENCE LINE AND 20 FEET WEST
 RD2380'OF THE WITNESS POST.
 RD2380'
 RD2380'REFERENCE MARK NO. 2, STAMPED GRANT NO 2 1961, IS A STANDARD DISK
 RD2380'BRAZED TO THE TOP OF A 3-INCH CAST-IRON SOIL PIPE THAT PROJECTS 3
 RD2380'INCHES, 23 FEET NORTH OF THE WITNESS POST.
 RD2380
 RD2380                          STATION RECOVERY (1994)
 RD2380
 RD2380'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD2380'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0695 ***********************************************************************
 PA0695  DESIGNATION -  GRANT
 PA0695  PID         -  PA0695
 PA0695  STATE/COUNTY-  OR/HARNEY
 PA0695  USGS QUAD   -  LANDING CREEK (1990)
 PA0695
 PA0695                         *CURRENT SURVEY CONTROL
 PA0695  ___________________________________________________________________
 PA0695* NAD 83(1991)-  43 47 38.91658(N)    119 11 53.99171(W)     ADJUSTED  
 PA0695* NAVD 88     -      1439.6    (meters)    4723.     (feet)  VERTCON   
 PA0695  ___________________________________________________________________
 PA0695  LAPLACE CORR-           2.91  (seconds)                    DEFLEC99
 PA0695  GEOID HEIGHT-         -18.62  (meters)                     GEOID03
 PA0695  HORZ ORDER  -  SECOND
 PA0695
 PA0695.The horizontal coordinates were established by classical geodetic methods
 PA0695.and adjusted by the National Geodetic Survey in October 1991.
 PA0695
 PA0695.The NAVD 88 height was computed by applying the VERTCON shift value to
 PA0695.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PA0695
 PA0695.The Laplace correction was computed from DEFLEC99 derived deflections.
 PA0695
 PA0695.The geoid height was determined by GEOID03.
 PA0695
 PA0695;                    North         East     Units Scale Factor Converg.
 PA0695;SPC OR S     -   237,145.561 1,604,753.192   MT  0.99995420   +0 53 25.9
 PA0695;SPC OR S     -   778,036.62  5,264,938.29   iFT  0.99995420   +0 53 25.9
 PA0695;UTM  11      - 4,851,357.926   323,140.626   MT  0.99998474   -1 31 18.4
 PA0695
 PA0695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PA0695!SPC OR S     -   0.99977723  x   0.99995420  =   0.99973144
 PA0695!UTM  11      -   0.99977723  x   0.99998474  =   0.99976197
 PA0695
 PA0695|---------------------------------------------------------------------|
 PA0695| PID    Reference Object                     Distance      Geod. Az  |
 PA0695|                                                           dddmmss.s |
 PA0695| CD6643 GRANT RM 1                           11.590 METERS 04550     |
 PA0695| CD6644 GRANT RM 2                           15.890 METERS 22057     |
 PA0695| PA0712 SNOW MT                             APPROX.30.9 KM 3092316.2 |
 PA0695|---------------------------------------------------------------------|
 PA0695
 PA0695                          SUPERSEDED SURVEY CONTROL
 PA0695
 PA0695  NAD 83(1986)-  43 47 38.92198(N)    119 11 53.98746(W) AD(       ) 2
 PA0695  NAD 27      -  43 47 39.40000(N)    119 11 50.19300(W) AD(       ) 2
 PA0695  NGVD 29 (07/19/86) 1438.4    (m)         4719.     (f) VERT ANG    3  
 PA0695
 PA0695.Superseded values are not recommended for survey control.
 PA0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0695.See file dsdata.txt to determine how the superseded data were derived.
 PA0695
 PA0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ2314151358(NAD 83)
 PA0695_MARKER: DS = TRIANGULATION STATION DISK
 PA0695_SETTING: 66 = SET IN ROCK OUTCROP
 PA0695
 PA0695  HISTORY     - Date     Condition        Report By
 PA0695  HISTORY     - 1957     MONUMENTED       CGS
 PA0695
 PA0695                          STATION DESCRIPTION
 PA0695
 PA0695'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 PA0695'THE STATION IS LOCATED ABOUT 15 MILES AIRLINE NORTHWEST OF BURNS,
 PA0695'AND ABOUT 16 MILES AIRLINE WEST SOUTHWEST OF THE U.S. FOREST
 PA0695'SERVICE GUARD STATION CROW FLAT, ON A SAGE COVERED BLUFF
 PA0695'OVERLOOKING THE SILVIES RIVER ON THE OMALLEY RANCH.
 PA0695'
 PA0695'TO REACH FROM THE POST OFFICE IN BURNS GO NORTHERLY ON
 PA0695'U.S. HIGHWAY 395 FOR 0.3 MILES TO SIDEROAD LEFT.  TURN LEFT ON
 PA0695'HARD SURFACE ROAD FOR 1.3 MILES TO FORKS KEEP RIGHT, STRAIGHT
 PA0695'AHEAD, FOR 1.7 MILES TO FORKS AND SIGN ROCK SPRINGS KEEP RIGHT
 PA0695'FORK FOR 6.4 MILES TO FORKS, KEEP RIGHT FORK FOR 3.9 MILES TO
 PA0695'FORKS AND WEATHERED SIGN ON LEFT, KEEP STRAIGHT AHEAD ON MTR
 PA0695'FOR 0.7 MILES TO FORKS.  TURN LEFT ON MTR FOR 1.4 MILES TO WIRE
 PA0695'GATE, CONTINUE STRAIGHT AHEAD FOR 2.4 MILES TO WIRE GATE,
 PA0695'CONTINUE STRAIGHT AHEAD FOR 0.2 MILES TO FORKS, KEEP RIGHT FORK
 PA0695'FOR 0.5 MILES TO WIRE GATE, CONTINUE ON MTR FOR 0.2 MILES TO
 PA0695'DIM TRACK ROAD LEFT ACROSS PASTURE.  TURN LEFT ACROSS PASTURE
 PA0695'AT THIS POINT AND CROSS RIVER AT LOW CROSSING, CONTINUE ON
 PA0695'DIM ROAD LEFT UP HILLSIDE FOR 1.2 MILES TO WIRE GATE AT TOP OF
 PA0695'RIDGE.  TURN SHARP LEFT ACROSS RIDGE FOR 0.9 MILES, TURN
 PA0695'LEFT ACROSS SAGE COVERED RIDGE FOR 0.1 MILE AND STATION.
 PA0695'
 PA0695'THE STATION MARK IS A STANDARD BRONZE DISK STAMPED GRANT 1957,
 PA0695'SET IN CONCRETE IN A DRILL HOLE IN BEDROCK, AND IS 7 FEET SOUTH
 PA0695'OF A WHITE WITNESS POST.
 PA0695'
 PA0695'REFERENCE MARK 1 IS A STANDARD BRONZE DISK STAMPED GRANT NO 1
 PA0695'1957, SET IN CONCRETE IN A DRILL HOLE IN BEDROCK.
 PA0695'
 PA0695'REFERENCE MARK 2 IS A STANDARD BRONZE DISK STAMPED GRANT NO 2
 PA0695'1957, SET IN CONCRETE IN A DRILL HOLE IN BEDROCK.
 PA0695'
 PA0695'NOTE--4 WHEEL DRIVE--
 PA0695'
 PA0695'HEIGHT OF LIGHT ABOVE STATION MARK 1.47 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0988 ***********************************************************************
 QC0988  DESIGNATION -  GRANT
 QC0988  PID         -  QC0988
 QC0988  STATE/COUNTY-  OR/GRANT
 QC0988  USGS QUAD   -  MOUNT VERNON (1983)
 QC0988
 QC0988                         *CURRENT SURVEY CONTROL
 QC0988  ___________________________________________________________________
 QC0988* NAD 83(1991)-  44 22 41.77747(N)    119 00 29.97569(W)     ADJUSTED  
 QC0988* NAVD 88     -      1333.3    (meters)    4374.     (feet)  VERTCON   
 QC0988  ___________________________________________________________________
 QC0988  LAPLACE CORR-           4.49  (seconds)                    DEFLEC99
 QC0988  GEOID HEIGHT-         -18.19  (meters)                     GEOID03
 QC0988  HORZ ORDER  -  SECOND
 QC0988
 QC0988.The horizontal coordinates were established by classical geodetic methods
 QC0988.and adjusted by the National Geodetic Survey in October 1991.
 QC0988
 QC0988.The NAVD 88 height was computed by applying the VERTCON shift value to
 QC0988.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QC0988
 QC0988.The Laplace correction was computed from DEFLEC99 derived deflections.
 QC0988
 QC0988.The geoid height was determined by GEOID03.
 QC0988
 QC0988;                    North         East     Units Scale Factor Converg.
 QC0988;SPC OR N     -    80,173.559 2,618,870.635   MT  0.99998899   +1 03 28.3
 QC0988;SPC OR N     -   263,036.61  8,592,095.26   iFT  0.99998899   +1 03 28.3
 QC0988;UTM  11      - 4,915,849.511   340,009.962   MT  0.99991480   -1 24 17.7
 QC0988
 QC0988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QC0988!SPC OR N     -   0.99979384  x   0.99998899  =   0.99978283
 QC0988!UTM  11      -   0.99979384  x   0.99991480  =   0.99970866
 QC0988
 QC0988:                Primary Azimuth Mark                     Grid Az
 QC0988:SPC OR N     -  JOHN DAY AIRPORT BEACON                  051 22 58.9
 QC0988:UTM  11      -  JOHN DAY AIRPORT BEACON                  053 50 44.9
 QC0988
 QC0988|---------------------------------------------------------------------|
 QC0988| PID    Reference Object                     Distance      Geod. Az  |
 QC0988|                                                           dddmmss.s |
 QC0988| QC0919 JOHN DAY AIRPORT BEACON             APPROX. 4.7 KM 0522627.2 |
 QC0988| CD6641 GRANT RM 1                           26.231 METERS 09829     |
 QC0988| CD6640 GRANT AZ MK                                        1474426.2 |
 QC0988| CD6642 GRANT RM 2                           19.510 METERS 20907     |
 QC0988|---------------------------------------------------------------------|
 QC0988
 QC0988                          SUPERSEDED SURVEY CONTROL
 QC0988
 QC0988  NAD 83(1986)-  44 22 41.78355(N)    119 00 29.97113(W) AD(       ) 2
 QC0988  NAD 27      -  44 22 42.22800(N)    119 00 26.13200(W) AD(       ) 2
 QC0988  NGVD 29 (07/19/86) 1332.1    (m)         4370.     (f) VERT ANG    3  
 QC0988
 QC0988.Superseded values are not recommended for survey control.
 QC0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0988.See file dsdata.txt to determine how the superseded data were derived.
 QC0988
 QC0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK4001015850(NAD 83)
 QC0988_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QC0988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0988
 QC0988  HISTORY     - Date     Condition        Report By
 QC0988  HISTORY     - 1945     MONUMENTED       CGS
 QC0988  HISTORY     - 1975     SEE DESCRIPTION  NGS
 QC0988
 QC0988                          STATION DESCRIPTION
 QC0988
 QC0988'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCT)
 QC0988'THE STATION IS LOCATED ABOUT 4.0 MILES AIRLINE SOUTHWEST OF JOHN
 QC0988'DAY, ABOUT 6.0 MILES AIRLINE SOUTHEAST OF MT. VERNON, ON A HIGH
 QC0988'PROMINENT ROCKY AND GRASS-COVERED HILL.  IT IS ABOUT 300-FEET
 QC0988'SOUTH OF THE NORTH SLOPE OF THE HILL, SET IN THE ROCKY AREA AND
 QC0988'ABOUT THE HIGHEST POINT.  THE DISK IS STAMPED GRANT 1945 AND
 QC0988'PROJECTS ABOUT 3-INCHES.
 QC0988'
 QC0988'THE AZIMUTH MARK IS ABOUT 0.4 MILES SOUTHEAST OF THE STATION,
 QC0988'SET IN A LARGE ROCK OUTCROP ABOUT 0.05 MILE NORTHWEST OF THE ROAD
 QC0988'IN SADDLE, AND 75-FEET SOUTHWEST OF THE DIM ROAD THAT LEADS
 QC0988'NORTHWEST UPHILL TO STATION.  THE DISK IS STAMPED GRANT 1945 AND
 QC0988'IS SET FLUSH WITH THE ROCK SURFACE.  TO REACH FROM THE STATION.
 QC0988'GO BACK DOWN HILL FOR 0.4 MILE TO A LARGE ROCK OUTCROP ON THE
 QC0988'RIGHT AND MARK AS DESCRIBED.
 QC0988'
 QC0988'REFERENCE MARK NO 1 IS EAST OF THE STATION, SET IN A ROCK OUTCROP
 QC0988'ON THE EAST SLOPE OF THE HILL.  THE ROCK OUTCROP IS ABOUT 3-FEET
 QC0988'LONG, 1-FOOT WIDE, AND PROJECTS 1-FOOT.  THE DISK IS STAMPED GRANT
 QC0988'NO 1 1945 AND IS SET FLUSH WITH THE ROCK SURFACE.
 QC0988'
 QC0988'REFERENCE MARK NO 2 IS SOUTH-SOUTHWEST OF THE STATION, SET IN THE
 QC0988'CENTER OF A ROCK OUTCROP ABOUT 4 BY 7 FEET IN DIAMETER AND
 QC0988'PROJECTING 8-INCHES.  THE DISK IS STAMPED GRANT NO 2 1945.
 QC0988'
 QC0988'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 28 AND 395
 QC0988'IN JOHN DAY.  GO WEST ON NO. 28 FOR 3.2 MILES TO A SIDE ROAD LEFT
 QC0988'BETWEEN TWO HOUSES.  TURN LEFT AND FOLLOW THIS ROAD IN A
 QC0988'SOUTHWESTERLY DIRECTION UP DRAW FOR 2.05 MILES TO A FORK.  BEAR
 QC0988'LEFT AND CONTINUE FOR 1.15 MILE TO ANOTHER FORK AT A GATE.  BEAR
 QC0988'LEFT AND FOLLOW ROAD IN A SOUTHEASTERLY DIRECTION AROUND FENCE
 QC0988'LINE FOR 0.5 MILE TO A DIM ROAD LEFT UP SMALL DRAW.  BEAR LEFT
 QC0988'ON DIM ROAD FOR 0.2 MILE TO TOP OF RIDGE.  HERE BEAR LEFT IN A
 QC0988'NORTHWESTERLY DIRECTION, PICKING WAY ACROSS COUNTRY UP HILL
 QC0988'FOR 0.4 MILE TO HIGHEST POINT AND STATION SITE.
 QC0988'
 QC0988'HEIGHT OF LIGHT ABOVE STATION MARK 1.0 METER.
 QC0988
 QC0988                          STATION RECOVERY (1975)
 QC0988
 QC0988'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 QC0988'THE STATION MARK, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK WAS
 QC0988'RECOVERED IN GOOD CONDITION.  IT IS OBVIOUS THAT THIS STATION HAS
 QC0988'BEEN RE-MONUMENTED, BUT A COPY OF THE RECOVERY NOTE IS NOT
 QC0988'AVAILABLE AT THIS OFFICE.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 QC0988'
 QC0988'THE STATION IS ON RANGE LAND OWNED BY MR. WAYNE BARRY, OBTAIN KEY
 QC0988'FOR LOCKED GATE, AND PERMISSION TO TRESPASS BEFORE GOING TO THE
 QC0988'STATION.
 QC0988'
 QC0988'TO REACH THE STATION FROM THE CROSS STREET JUST SOUTH OF THE JOHN
 QC0988'DAY POST OFFICE, WHICH IS ALSO THE JUNCTION OF U.S. HIGHWAYS 26,
 QC0988'AND 395, GO WEST ON THE HIGHWAYS FOR 3.1 MILES TO A SIDE ROAD
 QC0988'LEFT AT THE SIGN, SANITARY LAND FILL.  (MR. BARRY LIVES IN THE
 QC0988'NEXT SET OF RANCH BUILDINGS WEST OF HERE ON THE NORTH SIDE OF THE
 QC0988'ROAD).  TURN LEFT, AND GO SOUTHEAST ON THE GRAVELED ROAD,
 QC0988'PARALLELING A DRAW, FOR 4.0 MILES TO THE END OF THE COUNTY ROAD
 QC0988'AT A TELEPHONE BUILDING ON THE LEFT, AND THE LOCKED GATE ON
 QC0988'THE RIGHT.  PASS THRU THE GATE, THEN TURN LEFT, AND GO
 QC0988'NORTHEAST FOR 0.05 MILE TO ANOTHER GATE, PASS THRU THE GATE,
 QC0988'AND GO NORTHWEST FOR 0.05 MILE TO THE AZIMUTH MARK ON THE
 QC0988'LEFT.  CONTINUE NORTHWEST PICKING YOUR WAY UP THE ROCKY BUTTE FOR
 QC0988'0.4 MILE TO THE SUMMIT, AND STATION.
 QC0988'
 QC0988'THE STATION MARK, STAMPED GRANT 1945, IS A STANDARD DISK SET IN A
 QC0988'10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2-INCHES, ON THE
 QC0988'HIGHEST PART OF THE BUTTE, AND 4 FEET SOUTHWEST OF A METAL WITNESS
 QC0988'POST.
 QC0988'
 QC0988'REFERENCE MARK NO. 1, STAMPED GRANT NO 1 1945, IS A STANDARD DISK
 QC0988'CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS 1-1/2 FEET, 1 FOOT
 QC0988'SOUTH OF A ROCK CAIRN, AND 5 FEET LOWER THAN THE STATION.
 QC0988'
 QC0988'REFERENCE MARK NO. 2, STAMPED GRANT NO 2 1945, IS A STANDARD DISK
 QC0988'CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS 2 FEET, 1 FOOT
 QC0988'NORTH OF A ROCK CAIRN, AND LEVEL WITH THE STATION.
 QC0988'
 QC0988'THE AZIMUTH MARK, STAMPED GRANT 1945, IS A STANDARD DISK CEMENTED
 QC0988'IN A DRILL HOLE IN BEDROCK THAT PROJECTS 3 FEET, 67 FEET NORTH OF
 QC0988'THE NORTHWEST CORNER OF THE CYCLONE FENCE AROUND THE TELEPHONE
 QC0988'BUILDING, 20 FEET NORTH OF THE BARBED WIRE FENCE, AND 4 FEET SOUTH
 QC0988'OF A ROCK CAIRN.
 QC0988'
 QC0988'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QC0988'4 MILES SOUTHWEST OF JOHN DAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2114 ***********************************************************************
 QE2114  DESIGNATION -  GRANT
 QE2114  PID         -  QE2114
 QE2114  STATE/COUNTY-  OR/POLK
 QE2114  USGS QUAD   -  FALLS CITY (1974)
 QE2114
 QE2114                         *CURRENT SURVEY CONTROL
 QE2114  ___________________________________________________________________
 QE2114* NAD 83(1991)-  44 49 59.37474(N)    123 24 49.40150(W)     ADJUSTED  
 QE2114* NAVD 88     -       110.     (meters)     361.     (feet)  VERTCON   
 QE2114  ___________________________________________________________________
 QE2114  LAPLACE CORR-         -10.12  (seconds)                    DEFLEC99
 QE2114  GEOID HEIGHT-         -21.81  (meters)                     GEOID03
 QE2114  HORZ ORDER  -  SECOND
 QE2114
 QE2114.The horizontal coordinates were established by classical geodetic methods
 QE2114.and adjusted by the National Geodetic Survey in October 1991.
 QE2114
 QE2114.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE2114.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE2114
 QE2114.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2114
 QE2114.The geoid height was determined by GEOID03.
 QE2114
 QE2114;                    North         East     Units Scale Factor Converg.
 QE2114;SPC OR N     -   133,776.331 2,269,666.741   MT  0.99991164   -2 03 58.9
 QE2114;SPC OR N     -   438,898.72  7,446,413.19   iFT  0.99991164   -2 03 58.9
 QE2114;UTM  10      - 4,964,500.068   467,297.833   MT  0.99961315   -0 17 30.1
 QE2114
 QE2114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2114!SPC OR N     -   0.99998617  x   0.99991164  =   0.99989781
 QE2114!UTM  10      -   0.99998617  x   0.99961315  =   0.99959932
 QE2114
 QE2114                          SUPERSEDED SURVEY CONTROL
 QE2114
 QE2114  NAD 83(1986)-  44 49 59.40136(N)    123 24 49.41852(W) AD(       ) 2
 QE2114  NAD 27      -  44 49 59.97640(N)    123 24 45.04472(W) AD(       ) 2
 QE2114  NGVD 29 (07/19/86)  109.     (m)          358.     (f) VERT ANG    3  
 QE2114
 QE2114.Superseded values are not recommended for survey control.
 QE2114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2114.See file dsdata.txt to determine how the superseded data were derived.
 QE2114
 QE2114_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ6729864500(NAD 83)
 QE2114
 QE2114  HISTORY     - Date     Condition        Report By
 QE2114  HISTORY     - 1972     MONUMENTED       OR-053
 QE2114
 QE2114                          STATION DESCRIPTION
 QE2114
 QE2114'DESCRIBED BY POLK COUNTY OREGON 1972 (RB)
 QE2114'THE STATION IS LOCATED IN POLK COUNTY, OREGON, IN THE NORTHEAST
 QE2114'QUARTER OF THE NORTHWEST QUARTER OF SECTION 34, TOWNSHIP 8 SOUTH,
 QE2114'RANGE 6 WEST OF THE WILLAMETTE MERIDIAN.
 QE2114'
 QE2114'TO REACH THE STATION FROM THE INTERSECTION OF WASHINGTON AND MAIN
 QE2114'STREETS IN DALLAS.  TRAVEL WEST AND SOUTHERLY ALONG STATE HIGHWAY
 QE2114'223 6.0 MILES TO THE INTERSECTION OF STATE HIGHWAYS 51 AND
 QE2114'223.  CONTINUE SOUTHERLY ALONG S.H. 223 1.0 MILE TO THE
 QE2114'INTERSECTION OF C.R. 865.  TURN RIGHT AND TRAVEL WEST ALONG
 QE2114'C.R. 865 1.0 MILE TO C.R. 866.  TURN LEFT AND FOLLOW ALONG
 QE2114'C.R. 866 0.9 MILES TO THE INTERSECTION WITH THE GRANT CREEK
 QE2114'ROAD (C.R. 8616).  TURN LEFT AND PROCEED SOUTHERLY ALONG C.R.
 QE2114'8616 0.45 MILES TO THE STATION ON THE RIGHT (WEST) SIDE OF THE
 QE2114'ROAD.
 QE2114'
 QE2114'THE STATION IS A 12 IN CONCRETE MONUMENT WITH A POLK COUNTY BRASS
 QE2114'CAP STAMPED, GRANT 34BD 8 6 1972, SET FLUSH WITH THE GROUND.  IT IS
 QE2114'LOCATED 2.5 FEET EAST OF A FENCE, 1.0 FEET EAST OF A WITNESS POST,
 QE2114'20 FEET WEST OF THE CENTER OF A GRAVEL ROAD AND 45 FEET NORTHWEST
 QE2114'OF THE NORTHWEST CORNER OF A BRIDGE.
 QE2114'
 QE2114'R.M. 1 IS A CENTERPUNCHED POLK COUNTY ALUMINUM CAP ON A
 QE2114'5/8 IN X 30 IN REBAR SET FLUSH WITH THE GROUND, 20 FEET EAST OF
 QE2114'THE CENTER OF THE ROAD.
 QE2114'
 QE2114'R.M. 2 IS A CENTERPUNCHED POLK COUNTY ALUMINUM CAP ON A
 QE2114'5/8 IN X 30 IN REBAR SET FLUSH WITH THE GROUND.  IT IS LOCATED
 QE2114'7.0 FEET EAST OF A FENCE, 0.5 FEET WEST OF A WITNESS POST, 5 FEET
 QE2114'SOUTHEAST OF A POWER POLE AND 30 FEET WEST OF THE CENTER OF THE
 QE2114'ROAD.
 QE2114'
 QE2114'HEIGHT OF LIGHT ABOVE STATION MARK 4.62 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2362 ***********************************************************************
 RD2362  DESIGNATION -  GRANT BUTTE
 RD2362  PID         -  RD2362
 RD2362  STATE/COUNTY-  OR/MULTNOMAH
 RD2362  USGS QUAD   -  CAMAS (1993)
 RD2362
 RD2362                         *CURRENT SURVEY CONTROL
 RD2362  ___________________________________________________________________
 RD2362* NAD 83(1991)-  45 30 07.47970(N)    122 27 53.74257(W)     ADJUSTED  
 RD2362* NAVD 88     -       184.     (meters)     604.     (feet)  SCALED    
 RD2362  ___________________________________________________________________
 RD2362  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 RD2362  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 RD2362  HORZ ORDER  -  THIRD
 RD2362
 RD2362.The horizontal coordinates were established by classical geodetic methods
 RD2362.and adjusted by the National Geodetic Survey in October 1991.
 RD2362
 RD2362.The orthometric height was scaled from a topographic map.
 RD2362
 RD2362.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2362
 RD2362.The geoid height was determined by GEOID03.
 RD2362
 RD2362;                    North         East     Units Scale Factor Converg.
 RD2362;SPC OR N     -   205,822.460 2,346,459.374   MT  0.99991148   -1 23 36.6
 RD2362;SPC OR N     -   675,270.54  7,698,357.53   iFT  0.99991148   -1 23 36.6
 RD2362;SPC WA S     -    20,669.383   346,432.475   MT  1.00009150   -1 25 38.3
 RD2362;SPC WA S     -    67,812.80  1,136,587.21   sFT  1.00009150   -1 25 38.3
 RD2362;UTM  10      - 5,038,866.556   541,801.878   MT  0.99962148   +0 22 54.0
 RD2362
 RD2362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2362!SPC OR N     -   0.99997471  x   0.99991148  =   0.99988619
 RD2362!SPC WA S     -   0.99997471  x   1.00009150  =   1.00006621
 RD2362!UTM  10      -   0.99997471  x   0.99962148  =   0.99959620
 RD2362
 RD2362:                Primary Azimuth Mark                     Grid Az
 RD2362:SPC OR N     -  FAIRVIEW DAIRY ELEVATED TANK             029 02 15.3
 RD2362:SPC WA S     -  FAIRVIEW DAIRY ELEVATED TANK             029 04 17.0
 RD2362:UTM  10      -  FAIRVIEW DAIRY ELEVATED TANK             027 15 44.7
 RD2362
 RD2362|---------------------------------------------------------------------|
 RD2362| PID    Reference Object                     Distance      Geod. Az  |
 RD2362|                                                           dddmmss.s |
 RD2362| RD2334 FAIRVIEW DAIRY ELEVATED TANK        APPROX. 4.0 KM 0273838.7 |
 RD2362| CE2597 GRANT BUTTE RM 1                      6.601 METERS 05432     |
 RD2362| RD2899 ROCKY BUTTE RESET                   APPROX. 9.3 KM 3021127.3 |
 RD2362| CE2598 GRANT BUTTE RM 2                      8.699 METERS 33055     |
 RD2362|---------------------------------------------------------------------|
 RD2362
 RD2362                          SUPERSEDED SURVEY CONTROL
 RD2362
 RD2362  NAD 83(1986)-  45 30 07.49554(N)    122 27 53.74895(W) AD(       ) 3
 RD2362  NAD 27      -  45 30 08.06009(N)    122 27 49.42033(W) AD(       ) 3
 RD2362
 RD2362.Superseded values are not recommended for survey control.
 RD2362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2362.See file dsdata.txt to determine how the superseded data were derived.
 RD2362
 RD2362_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER4180238867(NAD 83)
 RD2362_MARKER: Z = SEE DESCRIPTION
 RD2362_SETTING: 0 = UNSPECIFIED SETTING
 RD2362
 RD2362  HISTORY     - Date     Condition        Report By
 RD2362  HISTORY     - 1938     MONUMENTED       CGS
 RD2362  HISTORY     - 1951     SEE DESCRIPTION  CGS
 RD2362  HISTORY     - 1952     SEE DESCRIPTION  USGS
 RD2362  HISTORY     - 1960     SEE DESCRIPTION  CGS
 RD2362  HISTORY     - 1961     SEE DESCRIPTION  USGS
 RD2362  HISTORY     - 19941005 MARK NOT FOUND   USPSQD
 RD2362
 RD2362                          STATION DESCRIPTION
 RD2362
 RD2362'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (WMS)
 RD2362'THE STATION IS LOCATED ABOUT 3 MILES SW OF THE TOWN OF TROUTDALE
 RD2362'AND ABOUT 3 MILES S OF THE S BANK OF THE COLUMBIA RIVER ON THE RIDGE
 RD2362'RUNNING NE FROM THE TOP OF WHAT IS KNOWN AS GRANT BUTTE, WHICH IS
 RD2362'COVERED WITH A HEAVY GROWTH OF TIMBER.  IT IS ABOUT 50 METERS E OF
 RD2362'THE RESERVOIR TANK SITUATED ON THE RIDGE OF THE BUTTE, AND AT THE
 RD2362'HEAD OF A STRIP OF CLEARING FROM THE BOTTOM OF THE BUTTE TO TOP OF
 RD2362'RIDGE WHICH IS USED FOR A MOTORCYCLE CLIMB AT THE PRESENT.
 RD2362'
 RD2362'SURFACE MARK IS A STANDARD DISK, STAMPED GRANT BUTTE 1938, SET IN
 RD2362'CONCRETE IN 3-FOOT LENGTH OF 4-INCH CAST-IRON PIPE PROTRUDING 3
 RD2362'INCHES ABOVE THE GROUND.
 RD2362'
 RD2362'UNDERGROUND MARK IS A STANDARD DISK, STAMPED GRANT BUTTE 1938, SET IN
 RD2362'CONCRETE IN 1-FOOT LENGTH OF 4-INCH CAST-IRON PIPE, 3 FEET
 RD2362'UNDERGROUND.
 RD2362'
 RD2362'REFERENCE MARK NO.1 IS A STANDARD DISK, STAMPED GRANT BUTTE NO.1
 RD2362'1938, SET IN CONCRETE IN 2 1/2-FOOT LENGTH OF 4-INCH CAST-IRON PIPE,
 RD2362'PROTRUDING 3 INCHES ABOVE GROUND.
 RD2362'
 RD2362'REFERENCE MARK NO.2 IS A STANDARD DISK, STAMPED GRANT BUTTE NO.2
 RD2362'1938, SET IN CONCRETE IN 2 1/2-FOOT LENGTH OF 4-INCH CAST-PIPE,
 RD2362'PROTRUDING 3 INCHES ABOVE GROUND.
 RD2362'
 RD2362'STATION IS REACHED FROM NE ONE HUNDRETH STREET AND NE SANDY
 RD2362'BOULEVARD (PORTLAND, OREGON) AS FOLLOWS--GO E ON SANDY BOULEVARD ON
 RD2362'U.S. HIGHWAY 30, 4.1 MILES TO SIGN READING, ROCKWOOD ROAD.  TURN
 RD2362'RIGHT ON ROCKWOOD ROAD AND FOLLOW IN SOUTHERLY DIRECTION 1.8 MILES TO
 RD2362'SE STARK STREET, GO 0.1 MILE TO SIGN READING ROCKWOOD ROAD, LINNEMAN
 RD2362'3 MILES, AIRPORT 1 MILE, TURN RIGHT AND GO 1.0 MILE TO SIGN
 RD2362'READING GRESHAM, PORTLAND, SE DIVISION STREET TURN LEFT AND GO 0.5
 RD2362'MILE, TURN RIGHT FROM PAVED ROAD AND FOLLOW POWER LINE ACROSS FIELD
 RD2362'0.1 MILE TO PUMP HOUSE AND END OF TRUCK TRAVEL.  CONTINUE ON FOOT
 RD2362'STRAIGHT UP BUTTE FOLLOWING POWER LINE AND FENCE TO RESERVOIR TANK,
 RD2362'TURN LEFT ONTO DIM TRAIL TO CLEARED SPACE.
 RD2362
 RD2362                          STATION RECOVERY (1951)
 RD2362
 RD2362'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (ANS)
 RD2362'THE STATION WAS RECOVERED, AND ALL MARKS WERE IN GOOD CONDITION.
 RD2362'
 RD2362'THE STATION IS ON THE E SIDE OF PORTLAND, ABOUT 4-1/2 MI. SW OF
 RD2362'TROUTDALE, 1.7 MI. W OF GRESHAM, AND 0.55 MI. E-SE OF THE
 RD2362'INTERSECTION OF ROCKWOOD ROAD AND 182ND AVENUE.  IT IS ON THE N
 RD2362'BROW OF A PROMINENT TIMBERED RIDGE KNOWN AS GRANTE BUTTE, AND ABOUT
 RD2362'50 M. E OF AN ABANDONED RESERVOIR.
 RD2362'
 RD2362'THE STATION MARK IS A STANDARD DISK, STAMPED GRANT BUTTE 1938 AND
 RD2362'SET IN CEMENT IN A 4-IN. BELL-TOP IRON PIPE PROJECTING 6 IN. ABOVE
 RD2362'THE GROUND.
 RD2362'
 RD2362'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GRANT BUTTE NO 1 1938
 RD2362'AND SET IN CEMENT IN A 4-IN. IRON PIPE PROJECTING 4 IN. ABOVE THE
 RD2362'GROUND.  IT IS ABOUT 5 FT. LOWER THAN THE STATION MARK.
 RD2362'
 RD2362'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GRANT BUTTE NO 2 1938
 RD2362'AND SET IN CEMENT IN A 4-IN. IRON PIPE PROJECTING 5 IN. ABOVE THE
 RD2362'GROUND.  IT IS ON THE DIM TRAIL LEADING E FROM THE RESERVOIR, AND 2
 RD2362'FT. LOWER THAN THE STATION MARK.
 RD2362'
 RD2362'TO REACH THE STATION FROM SOUTHEAST DIVISION STREET IN PORTLAND, GO
 RD2362'E TO THE INTERSECTION OF SOUTHEAST DIVISION STREET AND 182ND
 RD2362'AVENUE.  THENCE CONTINUE E ON DIVISION STREET FOR 0.5 MI. TO A FIELD
 RD2362'ROAD ON THE RIGHT (S) THAT LEADS TO AN OLD PUMPHOUSE.  TURN RIGHT
 RD2362'(S) AND CONTINUE ACROSS THE FIELD FOR 0.05 MI. TO THE PUMPHOUSE
 RD2362'AND THE END OF TRUCK TRAVEL.  FROM THE PUMPHOUSE GO E ALONG THE
 RD2362'FENCE FOR ABOUT 25 YD.  THENCE GO S UP THE STEEP SLOPE FOLLOWING AN
 RD2362'OLD TRAIL TO THE BROW OF THE HILL AND THE STATION.  THE STATION IS
 RD2362'ABOUT A 10-MINUTE PACK FROM THE END OF TRUCK TRAVEL.
 RD2362
 RD2362                          STATION RECOVERY (1952)
 RD2362
 RD2362'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 RD2362'STATION WAS FOUND IN GOOD CONDITION.
 RD2362'
 RD2362'THE REFERENCE MARKS ARE BOTH IN GOOD CONDITION AND THE DISTANCE
 RD2362'AND DIRECTION FROM EACH TO THE STATION CHECKS WITH THAT IN THE
 RD2362'DESCRIPTION.
 RD2362'
 RD2362'THE STATION PIPE IS LOOSE AND CAN BE PULLED OUT OF THE GROUND,
 RD2362'HOWEVER NO SIGN OF IT HAVING BEEN DISTURBED COULD BE DETECTED.
 RD2362
 RD2362                          STATION RECOVERY (1960)
 RD2362
 RD2362'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FN)
 RD2362'STATION WAS SEARCHED FOR BUT NOT RECOVERED.  IN RECENT YEARS THIS
 RD2362'BUTTE HAS BEEN LOGGED OFF DURING WHICH TIME LARGE LOGGING MACHINES
 RD2362'WERE USED.  THE FARMER THAT DID THIS LOGGING STATED THAT HE DID
 RD2362'NOT SEE THE MARKS AT THAT TIME, ALTHOUGH THEY WERE POSSIBLY
 RD2362'DESTROYED BY THIS OPERATION.
 RD2362'
 RD2362'THIS STATION SHOULD BE CONSIDERED LOST.
 RD2362
 RD2362                          STATION RECOVERY (1961)
 RD2362
 RD2362'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 RD2362'STATION HAS BEEN DESTROYED.  SURFACE MARK HAS BEEN BROKEN OFF, THE 4
 RD2362'INCH PIPE IS STILL PROTRUDING BUT THE DISK IS GONE.
 RD2362
 RD2362                          STATION RECOVERY (1994)
 RD2362
 RD2362'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD2362'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1272 ***********************************************************************
 NZ1272  DESIGNATION -  GRANTS PASS
 NZ1272  PID         -  NZ1272
 NZ1272  STATE/COUNTY-  OR/JOSEPHINE
 NZ1272  USGS QUAD   -  GRANTS PASS (1996)
 NZ1272
 NZ1272                         *CURRENT SURVEY CONTROL
 NZ1272  ___________________________________________________________________
 NZ1272* NAD 83(1991)-  42 22 45.52963(N)    123 15 16.91078(W)     ADJUSTED  
 NZ1272* NAVD 88     -      1166.0    (meters)    3825.     (feet)  VERTCON   
 NZ1272  ___________________________________________________________________
 NZ1272  LAPLACE CORR-           3.74  (seconds)                    DEFLEC99
 NZ1272  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 NZ1272  HORZ ORDER  -  THIRD
 NZ1272
 NZ1272.The horizontal coordinates were established by classical geodetic methods
 NZ1272.and adjusted by the National Geodetic Survey in October 1991.
 NZ1272
 NZ1272.The NAVD 88 height was computed by applying the VERTCON shift value to
 NZ1272.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NZ1272
 NZ1272.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ1272
 NZ1272.The geoid height was determined by GEOID03.
 NZ1272
 NZ1272;                    North         East     Units Scale Factor Converg.
 NZ1272;SPC OR S     -    82,894.990 1,273,175.108   MT  0.99998874   -1 53 04.6
 NZ1272;SPC OR S     -   271,965.19  4,177,083.69   iFT  0.99998874   -1 53 04.6
 NZ1272;UTM  10      - 4,691,923.810   479,032.291   MT  0.99960541   -0 10 18.0
 NZ1272
 NZ1272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NZ1272!SPC OR S     -   0.99982095  x   0.99998874  =   0.99980969
 NZ1272!UTM  10      -   0.99982095  x   0.99960541  =   0.99942643
 NZ1272
 NZ1272:                Primary Azimuth Mark                     Grid Az
 NZ1272:SPC OR S     -  STERLING                                 144 43 26.5
 NZ1272:UTM  10      -  STERLING                                 143 00 39.9
 NZ1272
 NZ1272|---------------------------------------------------------------------|
 NZ1272| PID    Reference Object                     Distance      Geod. Az  |
 NZ1272|                                                           dddmmss.s |
 NZ1272| NZ1093 STERLING                            APPROX.50.4 KM 1425021.9 |
 NZ1272|---------------------------------------------------------------------|
 NZ1272
 NZ1272                          SUPERSEDED SURVEY CONTROL
 NZ1272
 NZ1272  NAD 83(1986)-  42 22 45.52043(N)    123 15 16.91987(W) AD(       ) 3
 NZ1272  NAD 27      -  42 22 46.10000(N)    123 15 12.74000(W) AD(       ) 3
 NZ1272  NGVD 29 (07/19/86) 1165.0    (m)         3822.     (f) VERT ANG    3  
 NZ1272
 NZ1272.Superseded values are not recommended for survey control.
 NZ1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1272.See file dsdata.txt to determine how the superseded data were derived.
 NZ1272
 NZ1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM7903291924(NAD 83)
 NZ1272
 NZ1272  HISTORY     - Date     Condition        Report By
 NZ1272  HISTORY     - 1904     MONUMENTED       USGS
 NZ1272
 NZ1272                          STATION DESCRIPTION
 NZ1272
 NZ1272'DESCRIBED BY US GEOLOGICAL SURVEY 1904 (AIO)
 NZ1272'ON HIGHEST POINT OF GRANTS PASS PEAK, ELEVATION 3836 FEET,
 NZ1272'SITUATED ABOUT 6 MILES SOUTHEAST OF GRANTS PASS.  PROBABLY EASIEST
 NZ1272'REACHED BY TAKING ROAD FROM GRANTS PASS SOUTH ABOUT 6 MILES TO
 NZ1272'LUTHER DIVIDE, AND CLIMBING FROM THAT POINT TO EAST.  MARKED BY
 NZ1272'USGS BRONZE DISK IN HIGHEST POINT.  DRILL HOLES 1 INCH DEEP IN
 NZ1272'SOLID ROCK ARE 11.2 FEET TO SOUTHWEST AND 44.1 FEET TO NORTH.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1273 ***********************************************************************
 NZ1273  DESIGNATION -  GRANTS PASS
 NZ1273  PID         -  NZ1273
 NZ1273  STATE/COUNTY-  OR/JOSEPHINE
 NZ1273  USGS QUAD   -  GRANTS PASS (1996)
 NZ1273
 NZ1273                         *CURRENT SURVEY CONTROL
 NZ1273  ___________________________________________________________________
 NZ1273* NAD 83(1991)-  42 25 20.18272(N)    123 22 00.20323(W)     ADJUSTED  
 NZ1273* NAVD 88     -       284.     (meters)     932.     (feet)  SCALED    
 NZ1273  ___________________________________________________________________
 NZ1273  LAPLACE CORR-           3.55  (seconds)                    DEFLEC99
 NZ1273  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 NZ1273  HORZ ORDER  -  THIRD
 NZ1273
 NZ1273.The horizontal coordinates were established by classical geodetic methods
 NZ1273.and adjusted by the National Geodetic Survey in October 1991.
 NZ1273
 NZ1273.The orthometric height was scaled from a topographic map.
 NZ1273
 NZ1273.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ1273
 NZ1273.The geoid height was determined by GEOID03.
 NZ1273
 NZ1273;                    North         East     Units Scale Factor Converg.
 NZ1273;SPC OR S     -    87,973.651 1,264,117.632   MT  0.99997879   -1 57 40.5
 NZ1273;SPC OR S     -   288,627.46  4,147,367.56   iFT  0.99997879   -1 57 40.5
 NZ1273;UTM  10      - 4,696,727.573   469,830.468   MT  0.99961120   -0 14 50.6
 NZ1273
 NZ1273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NZ1273!SPC OR S     -   0.99995930  x   0.99997879  =   0.99993809
 NZ1273!UTM  10      -   0.99995930  x   0.99961120  =   0.99957052
 NZ1273
 NZ1273:                Primary Azimuth Mark                     Grid Az
 NZ1273:SPC OR S     -  SEXTON MOUNTAIN LOOKOUT TOWER            002 12 25.3
 NZ1273:UTM  10      -  SEXTON MOUNTAIN LOOKOUT TOWER            000 29 35.4
 NZ1273
 NZ1273|---------------------------------------------------------------------|
 NZ1273| PID    Reference Object                     Distance      Geod. Az  |
 NZ1273|                                                           dddmmss.s |
 NZ1273| NZ1207 SEXTON MOUNTAIN LOOKOUT TOWER       APPROX.19.8 KM 0001444.8 |
 NZ1273| NZ1209 SEXTON MOUNTAIN BEACON 36           APPROX.19.8 KM 0001735.2 |
 NZ1273| NZ1274 GRANTS PASS RM 1                      6.544 METERS 08556     |
 NZ1273| CD8585 GRANTS PASS RM 2                      7.000 METERS 22216     |
 NZ1273| NZ1276 BALLY ONION                         APPROX.20.8 KM 2795120.4 |
 NZ1273|---------------------------------------------------------------------|
 NZ1273
 NZ1273                          SUPERSEDED SURVEY CONTROL
 NZ1273
 NZ1273  NAD 83(1986)-  42 25 20.17187(N)    123 22 00.21785(W) AD(       ) 3
 NZ1273  NAD 27      -  42 25 20.74700(N)    123 21 56.01200(W) AD(       ) 3
 NZ1273
 NZ1273.Superseded values are not recommended for survey control.
 NZ1273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1273.See file dsdata.txt to determine how the superseded data were derived.
 NZ1273
 NZ1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM6983096728(NAD 83)
 NZ1273_MARKER: Z = SEE DESCRIPTION
 NZ1273_SETTING: 0 = UNSPECIFIED SETTING
 NZ1273
 NZ1273  HISTORY     - Date     Condition        Report By
 NZ1273  HISTORY     - 1943     MONUMENTED       CGS
 NZ1273  HISTORY     - 1973     SEE DESCRIPTION  NGS
 NZ1273
 NZ1273                          STATION DESCRIPTION
 NZ1273
 NZ1273'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (JCS)
 NZ1273'STATION IS LOCATED ABOUT 2 MILES SW FROM CENTER OF GRANTS PASS ALONG
 NZ1273'U.S. HIGHWAY 199, ABOUT 0.25 MILE W OF GRANGE HALL, 1.8 MILES FROM
 NZ1273'JUNCTION OF U.S. HIGHWAY 199 AND STATE HIGHWAY 238 ON SW EDGE OF
 NZ1273'GRANTS PASS.  IT IS ABOUT 45 FEET S OF CENTER LINE OF HIGHWAY 199,
 NZ1273'ABOUT 35 FEET E OF CENTER LINE OF GRAVEL ROAD, ABOUT 3 FEET S OF
 NZ1273'E-W FENCE LINE, AND ABOUT 20 FEET E OF FENCE CORNER.
 NZ1273'
 NZ1273'STATION MARK IS A BRONZE STATION DISK SET IN A ROUND CONCRETE POST
 NZ1273'FLUSH WITH GROUND AND STAMPED GRANTS PASS 1943.
 NZ1273'
 NZ1273'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A ROUND CONCRETE
 NZ1273'POST FLUSH WITH GROUND.  IT IS E OF STATION AND IN SAME PASTURE,
 NZ1273'ABOUT 3 FEET S OF FENCE LINE, AND STAMPED GRANTS PASS NO 1 1943.
 NZ1273'
 NZ1273'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A ROUND
 NZ1273'CONCRETE POST FLUSH WITH THE GROUND.  IT IS SW OF STATION AND IS
 NZ1273'STAMPED GRANTS PASS NO 2 1943.
 NZ1273'
 NZ1273'THE RADIO TOWER WHICH WAS USED FOR AN AZIMUTH IS THE SENDING
 NZ1273'ANTENNA FOR STATION KUIN, LOCATED ON W EDGE OF GRANTS PASS.  IT IS
 NZ1273'ABOUT A 90-FOOT TOWER.  THE HIGHEST POINT OF TOWER WAS USED FOR
 NZ1273'AZIMUTH POINT.  IT IS E OF STATION.
 NZ1273'
 NZ1273'TO REACH STATION FROM GRANTS PASS, GO W ON HIGHWAY 199, FROM THE
 NZ1273'W POINT OF THE TRIANGLE ON THE SW EDGE OF TOWN, FOR 1.8 MILES
 NZ1273'TO STATION ON LEFT.
 NZ1273
 NZ1273                          STATION RECOVERY (1973)
 NZ1273
 NZ1273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 NZ1273'REFERENCE MARK NO. 1 WAS RECOVERED IN GOOD CONDITION.  THE STATION
 NZ1273'MARK, AND AZIMUTH MARK HAD BEEN DESTROYED.  REFERENCE MARK NO. 2
 NZ1273'WAS SEARCHED FOR, BUT NOT RECOVERED.  THERE WAS NO UNDERGROUND MARK
 NZ1273'ESTABLISHED FOR THIS STATION.  STATION GRANTS PASS 2 WAS
 NZ1273'ESTABLISHED.  SEE DESCRIPTION THEREOF.
 NZ1273'
 NZ1273'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NZ1273'AT GRANTS PASS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1275 ***********************************************************************
 NZ1275  DESIGNATION -  GRANTS PASS 2
 NZ1275  PID         -  NZ1275
 NZ1275  STATE/COUNTY-  OR/JOSEPHINE
 NZ1275  USGS QUAD   -  GRANTS PASS (1996)
 NZ1275
 NZ1275                         *CURRENT SURVEY CONTROL
 NZ1275  ___________________________________________________________________
 NZ1275* NAD 83(1991)-  42 25 20.18827(N)    123 22 00.21306(W)     NO CHECK  
 NZ1275* NAVD 88     -       285.6    (meters)     937.     (feet)  VERTCON   
 NZ1275  ___________________________________________________________________
 NZ1275  LAPLACE CORR-           3.55  (seconds)                    DEFLEC99
 NZ1275  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 NZ1275  HORZ ORDER  -  THIRD
 NZ1275
 NZ1275.The horizontal coordinates were established by classical geodetic methods
 NZ1275.and adjusted by the National Geodetic Survey in October 1991.
 NZ1275.No horizontal observational check was made to the station.
 NZ1275
 NZ1275.The NAVD 88 height was computed by applying the VERTCON shift value to
 NZ1275.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NZ1275
 NZ1275.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ1275
 NZ1275.The geoid height was determined by GEOID03.
 NZ1275
 NZ1275;                    North         East     Units Scale Factor Converg.
 NZ1275;SPC OR S     -    87,973.830 1,264,117.413   MT  0.99997879   -1 57 40.5
 NZ1275;SPC OR S     -   288,628.05  4,147,366.84   iFT  0.99997879   -1 57 40.5
 NZ1275;UTM  10      - 4,696,727.746   469,830.244   MT  0.99961120   -0 14 50.6
 NZ1275
 NZ1275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NZ1275!SPC OR S     -   0.99995905  x   0.99997879  =   0.99993784
 NZ1275!UTM  10      -   0.99995905  x   0.99961120  =   0.99957027
 NZ1275
 NZ1275|---------------------------------------------------------------------|
 NZ1275| PID    Reference Object                     Distance      Geod. Az  |
 NZ1275|                                                           dddmmss.s |
 NZ1275| NZ1274 GRANTS PASS RM 1                      6.759 METERS 08731     |
 NZ1275| NZ1276 BALLY ONION                         APPROX.20.8 KM 2795119.1 |
 NZ1275| CD8586 GRANTS PASS 2 RM 3                   27.645 METERS 35608     |
 NZ1275|---------------------------------------------------------------------|
 NZ1275
 NZ1275                          SUPERSEDED SURVEY CONTROL
 NZ1275
 NZ1275  NAD 83(1986)-  42 25 20.17817(N)    123 22 00.22077(W) AD(       ) 3
 NZ1275  NAD 27      -  42 25 20.76241(N)    123 21 55.99942(W) AD(       ) 3
 NZ1275  NGVD 29 (07/19/86)  284.6    (m)          934.     (f) VERT ANG    3  
 NZ1275
 NZ1275.Superseded values are not recommended for survey control.
 NZ1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1275.See file dsdata.txt to determine how the superseded data were derived.
 NZ1275
 NZ1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM6983096728(NAD 83)
 NZ1275_MARKER: DS = TRIANGULATION STATION DISK
 NZ1275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ1275
 NZ1275  HISTORY     - Date     Condition        Report By
 NZ1275  HISTORY     - 1973     MONUMENTED       NGS
 NZ1275  HISTORY     - 1976     GOOD             NGS
 NZ1275  HISTORY     - 20060621 MARK NOT FOUND   GEOCAC
 NZ1275
 NZ1275                          STATION DESCRIPTION
 NZ1275
 NZ1275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 NZ1275'THE STATION IS IN THE SOUTHWEST PART OF GRANTS PASS, ON THE SOUTH
 NZ1275'RIGHT-OF-WAY OF REDWOOD AVENUE.
 NZ1275'
 NZ1275'TO REACH THE STATION FROM THE GRANTS PASS POST OFFICE GO SOUTH, AND
 NZ1275'SOUTHWEST ON U.S. HIGHWAY 199 FOR 1.8 MILES TO THE JUNCTION WITH
 NZ1275'REDWOOD AVENUE, AT A FORK, TAKE THE RIGHT FORK, AND GO WEST ON
 NZ1275'REDWOOD AVENUE FOR 1.2 MILES TO THE INTERSECTION WITH DOWELL ROAD,
 NZ1275'AND THE STATION ON THE LEFT.
 NZ1275'
 NZ1275'THE STATION MARK, STAMPED GRANTS PASS 2 1973, IS A STANDARD DISK SET
 NZ1275'IN A 10-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH, 40 FEET EAST OF
 NZ1275'THE CENTER OF DOWELL ROAD, 34 FEET SOUTH OF THE CENTER OF REDWOOD
 NZ1275'AVENUE, 25.5 FEET WEST OF THE WEST EDGE OF THE SIDEWALK TO HOUSE
 NZ1275'NO. 1989, 22 FEET EAST-NORTHEAST OF THE NORTHWEST CORNER OF A
 NZ1275'GREY, AND RED CONCRETE BLOCK WALL, AND 4.4 FEET NORTH OF THE
 NZ1275'CONCRETE WALL.
 NZ1275'
 NZ1275'REFERENCE MARK NO. 1, STAMPED GRANTS PASS NO 1 1943, IS A STANDARD
 NZ1275'DISK SET IN A CYLINDRICAL CONCRETE MONUMENT THAT IS 5 INCHES BELOW
 NZ1275'THE SURFACE, 62 FEET EAST OF THE CENTER OF DOWELL ROAD, 33 FEET SOUTH
 NZ1275'OF THE CENTER OF REDWOOD AVENUE, 6 FEET NORTHWEST OF THE WEST EDGE
 NZ1275'OF THE SIDEWALK TO HOUSE NO. 1989, AND 5 FEET NORTH OF THE CONCRETE
 NZ1275'BLOCK WALL.
 NZ1275'
 NZ1275'REFERENCE MARK NO. 3, STAMPED GRANTS PASS 2 NO 3 1973, IS A STANDARD
 NZ1275'DISK CEMENTED IN A DRILL HOLE AT THE NORTHWEST CORNER OF THE
 NZ1275'CONCRETE DRIVE TO MR. TURNERS GROCERY STORE, 58 FEET NORTH OF THE
 NZ1275'CENTER OF REDWOOD AVENUE, 33 FEET EAST OF THE CENTER OF DOWELL
 NZ1275'ROAD, AND 1.5 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF MR.
 NZ1275'TURNERS STORE.
 NZ1275'
 NZ1275'THERE WAS NO AZIMUTH MARK ESTABLISHED FOR THIS STATION.  LOCAL
 NZ1275'OBJECTS WILL SERVE FOR AZIMUTH CONTROL.
 NZ1275
 NZ1275                          STATION RECOVERY (1976)
 NZ1275
 NZ1275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 NZ1275'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED IN 1973.
 NZ1275'
 NZ1275'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NZ1275'AT GRANTS PASS.
 NZ1275
 NZ1275                          STATION RECOVERY (2006)
 NZ1275
 NZ1275'RECOVERY NOTE BY GEOCACHING 2006 (SFG)
 NZ1275'SEARCHED FOR STATION MARK AND ALL REFERENCE MARKS BUT FOUND ONLY RM3.
 NZ1275'THERE IS AN ORANGE CARSONITE WITNESS POST ADJACENT TO A HOLE AT THE
 NZ1275'STATION SITE.  CONFIRMED LOCATION WITH HAND HELD GPS.  GROCERY STORE
 NZ1275'IS NOW A BARBER SHOP.  RM1 MAY STILL BE IN POSITION, BURIED UNDER
 NZ1275'LANDSCAPING.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1208 ***********************************************************************
 NZ1208  DESIGNATION -  GRANTS PASS HWY PAT MAST
 NZ1208  PID         -  NZ1208
 NZ1208  STATE/COUNTY-  OR/JOSEPHINE
 NZ1208  USGS QUAD   -  SEXTON MOUNTAIN (1996)
 NZ1208
 NZ1208                         *CURRENT SURVEY CONTROL
 NZ1208  ___________________________________________________________________
 NZ1208* NAD 83(1991)-  42 36 00.46554(N)    123 21 55.25596(W)     ADJUSTED  
 NZ1208* NAVD 88     -      1170.     (meters)    3839.     (feet)  SCALED    
 NZ1208  ___________________________________________________________________
 NZ1208  LAPLACE CORR-           6.19  (seconds)                    DEFLEC99
 NZ1208  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 NZ1208  HORZ ORDER  -  THIRD
 NZ1208
 NZ1208.The horizontal coordinates were established by classical geodetic methods
 NZ1208.and adjusted by the National Geodetic Survey in October 1991.
 NZ1208
 NZ1208.The orthometric height was scaled from a topographic map.
 NZ1208
 NZ1208.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ1208
 NZ1208.The geoid height was determined by GEOID03.
 NZ1208
 NZ1208;                    North         East     Units Scale Factor Converg.
 NZ1208;SPC OR S     -   107,714.291 1,264,906.468   MT  0.99994349   -1 57 37.2
 NZ1208;SPC OR S     -   353,393.34  4,149,955.60   iFT  0.99994349   -1 57 37.2
 NZ1208;UTM  10      - 4,716,476.074   470,028.621   MT  0.99961105   -0 14 50.3
 NZ1208
 NZ1208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NZ1208!SPC OR S     -   0.99982029  x   0.99994349  =   0.99976379
 NZ1208!UTM  10      -   0.99982029  x   0.99961105  =   0.99943141
 NZ1208
 NZ1208                          SUPERSEDED SURVEY CONTROL
 NZ1208
 NZ1208  NAD 83(1986)-  42 36 00.44244(N)    123 21 55.27457(W) AD(       ) 4
 NZ1208  NAD 27      -  42 36 01.02230(N)    123 21 51.04670(W) AD(       ) 3
 NZ1208
 NZ1208.Superseded values are not recommended for survey control.
 NZ1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1208.See file dsdata.txt to determine how the superseded data were derived.
 NZ1208
 NZ1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN7002916476(NAD 83)
 NZ1208
 NZ1208  HISTORY     - Date     Condition        Report By
 NZ1208  HISTORY     - 1963     MONUMENTED       ORDT
 NZ1208
 NZ1208                          STATION DESCRIPTION
 NZ1208
 NZ1208'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1963
 NZ1208'SEE STATION SEXTON
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1274 ***********************************************************************
 NZ1274  DESIGNATION -  GRANTS PASS RM 1
 NZ1274  PID         -  NZ1274
 NZ1274  STATE/COUNTY-  OR/JOSEPHINE
 NZ1274  USGS QUAD   -  GRANTS PASS (1996)
 NZ1274
 NZ1274                         *CURRENT SURVEY CONTROL
 NZ1274  ___________________________________________________________________
 NZ1274* NAD 83(1991)-  42 25 20.19779(N)    123 21 59.91769(W)     NO CHECK  
 NZ1274* NAVD 88     -       284.8    (meters)     934.     (feet)  VERTCON   
 NZ1274  ___________________________________________________________________
 NZ1274  LAPLACE CORR-           3.56  (seconds)                    DEFLEC99
 NZ1274  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 NZ1274  HORZ ORDER  -  THIRD
 NZ1274
 NZ1274.The horizontal coordinates were established by classical geodetic methods
 NZ1274.and adjusted by the National Geodetic Survey in October 1991.
 NZ1274.No horizontal observational check was made to the station.
 NZ1274
 NZ1274.The NAVD 88 height was computed by applying the VERTCON shift value to
 NZ1274.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NZ1274
 NZ1274.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ1274
 NZ1274.The geoid height was determined by GEOID03.
 NZ1274
 NZ1274;                    North         East     Units Scale Factor Converg.
 NZ1274;SPC OR S     -    87,973.892 1,264,124.171   MT  0.99997879   -1 57 40.3
 NZ1274;SPC OR S     -   288,628.25  4,147,389.01   iFT  0.99997879   -1 57 40.3
 NZ1274;UTM  10      - 4,696,728.010   469,836.996   MT  0.99961119   -0 14 50.4
 NZ1274
 NZ1274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NZ1274!SPC OR S     -   0.99995917  x   0.99997879  =   0.99993797
 NZ1274!UTM  10      -   0.99995917  x   0.99961119  =   0.99957038
 NZ1274
 NZ1274|---------------------------------------------------------------------|
 NZ1274| PID    Reference Object                     Distance      Geod. Az  |
 NZ1274|                                                           dddmmss.s |
 NZ1274| NZ1275 GRANTS PASS 2                         6.759 METERS 26731     |
 NZ1274| NZ1276 BALLY ONION                         APPROX.20.8 KM 2795105.0 |
 NZ1274|---------------------------------------------------------------------|
 NZ1274
 NZ1274                          SUPERSEDED SURVEY CONTROL
 NZ1274
 NZ1274  NAD 83(1986)-  42 25 20.18768(N)    123 21 59.92546(W) AD(       ) 3
 NZ1274  NAD 27      -  42 25 20.77193(N)    123 21 55.70406(W) AD(       ) 3
 NZ1274  NGVD 29 (07/19/86)  283.8    (m)          931.     (f) VERT ANG    3  
 NZ1274
 NZ1274.Superseded values are not recommended for survey control.
 NZ1274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1274.See file dsdata.txt to determine how the superseded data were derived.
 NZ1274
 NZ1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM6983796728(NAD 83)
 NZ1274_MARKER: DS = TRIANGULATION STATION DISK
 NZ1274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ1274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NZ1274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ1274+STABILITY: SURFACE MOTION
 NZ1274
 NZ1274  HISTORY     - Date     Condition        Report By
 NZ1274  HISTORY     - 1943     MONUMENTED       NGS
 NZ1274  HISTORY     - 1973     GOOD             NGS
 NZ1274
 NZ1274                          STATION DESCRIPTION
 NZ1274
 NZ1274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 NZ1274'TO REACH THE STATION FROM THE GRANTS PASS POST OFFICE GO SOUTH,
 NZ1274'AND SOUTHWEST ON U.S. HIGHWAY 199 FOR 1.8 MILES TO THE JUNCTION
 NZ1274'WITH REDWOOD AVENUE, AT A FORK, TAKE THE RIGHT FORK, AND GO
 NZ1274'WEST ON REDWOOD AVENUE FOR 1.2 MILES TO THE INTERSECTION WITH
 NZ1274'DOWELL ROAD.
 NZ1274'
 NZ1274'REFERENCE MARK NO. 1, STAMPED GRANTS PASS NO 1 1943, IS A
 NZ1274'STANDARD DISK SET IN A CYLINDRICAL CONCRETE MONUMENT THAT IS 5
 NZ1274'INCHES BELOW THE SURFACE, 62 FEET EAST OF THE CENTER OF DOWELL
 NZ1274'ROAD, 33 FEET SOUTH OF THE CENTER OF REDWOOD AVENUE, 6 FEET
 NZ1274'NORTHWEST OF THE WEST EDGE OF THE SIDEWALK TO HOUSE NO. 1989, AND
 NZ1274'5 FEET NORTH OF THE CONCRETE BLOCK WALL.
 NZ1274
 NZ1274                          STATION RECOVERY (1973)
 NZ1274
 NZ1274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 NZ1274'REFERENCE MARK NO. 1, STAMPED GRANTS PASS NO 1 1943, IS A STANDARD
 NZ1274'DISK SET IN A CYLINDRICAL CONCRETE MONUMENT THAT IS 5 INCHES BELOW
 NZ1274'THE SURFACE, 62 FEET EAST OF THE CENTER OF DOWELL ROAD, 33 FEET SOUTH
 NZ1274'OF THE CENTER OF REDWOOD AVENUE, 6 FEET NORTHWEST OF THE WEST EDGE
 NZ1274'OF THE SIDEWALK TO HOUSE NO. 1989, AND 5 FEET NORTH OF THE CONCRETE
 NZ1274'BLOCK WALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1867 ***********************************************************************
 RD1867  DESIGNATION -  GRASS
 RD1867  PID         -  RD1867
 RD1867  STATE/COUNTY-  OR/TILLAMOOK
 RD1867  USGS QUAD   -  NESTUCCA BAY (1985)
 RD1867
 RD1867                         *CURRENT SURVEY CONTROL
 RD1867  ___________________________________________________________________
 RD1867* NAD 83(1991)-  45 10 49.77121(N)    123 56 36.05194(W)     ADJUSTED  
 RD1867* NAVD 88     -        24.     (meters)      79.     (feet)  SCALED    
 RD1867  ___________________________________________________________________
 RD1867  LAPLACE CORR-          18.78  (seconds)                    DEFLEC99
 RD1867  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 RD1867  HORZ ORDER  -  THIRD
 RD1867
 RD1867.The horizontal coordinates were established by classical geodetic methods
 RD1867.and adjusted by the National Geodetic Survey in October 1991.
 RD1867
 RD1867.The orthometric height was scaled from a topographic map.
 RD1867
 RD1867.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1867
 RD1867.The geoid height was determined by GEOID03.
 RD1867
 RD1867;                    North         East     Units Scale Factor Converg.
 RD1867;SPC OR N     -   173,984.244 2,229,467.120   MT  0.99989460   -2 26 31.1
 RD1867;SPC OR N     -   570,814.45  7,314,524.67   iFT  0.99989460   -2 26 31.1
 RD1867;UTM  10      - 5,003,433.907   425,883.583   MT  0.99966754   -0 40 09.0
 RD1867
 RD1867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1867!SPC OR N     -   0.99999980  x   0.99989460  =   0.99989440
 RD1867!UTM  10      -   0.99999980  x   0.99966754  =   0.99966734
 RD1867
 RD1867:                Primary Azimuth Mark                     Grid Az
 RD1867:SPC OR N     -  SPRUCE                                   246 27 32.1
 RD1867:UTM  10      -  SPRUCE                                   244 41 10.0
 RD1867
 RD1867|---------------------------------------------------------------------|
 RD1867| PID    Reference Object                     Distance      Geod. Az  |
 RD1867|                                                           dddmmss.s |
 RD1867| RD1885 SPRUCE                              448.190 METERS 2440101.0 |
 RD1867| RD1858 ALDER POINT                         171.565 METERS 31349     |
 RD1867|---------------------------------------------------------------------|
 RD1867
 RD1867                          SUPERSEDED SURVEY CONTROL
 RD1867
 RD1867  NAD 83(1986)-  45 10 49.80372(N)    123 56 36.05958(W) AD(       ) 3
 RD1867  NAD 27      -  45 10 50.43000(N)    123 56 31.65500(W) AD(       ) 3
 RD1867
 RD1867.Superseded values are not recommended for survey control.
 RD1867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1867.See file dsdata.txt to determine how the superseded data were derived.
 RD1867
 RD1867_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR2588403434(NAD 83)
 RD1867
 RD1867  HISTORY     - Date     Condition        Report By
 RD1867  HISTORY     - 1883     MONUMENTED       CGS
 RD1867  HISTORY     - 1934     SEE DESCRIPTION  CGS
 RD1867
 RD1867                          STATION DESCRIPTION
 RD1867
 RD1867'DESCRIBED BY COAST AND GEODETIC SURVEY 1883 (CR)
 RD1867'THE STATION IS ON THE LOW GROUND ON THE N SIDE OF LITTLE NESTUGGA
 RD1867'BAY.
 RD1867'
 RD1867'THE STATION IS MARKED BY A COPPER TACK IN THE TOP OF A CEDAR
 RD1867'POST 18 INCHES LONG BY 6 INCHES IN DIAMETER.
 RD1867
 RD1867                          STATION RECOVERY (1934)
 RD1867
 RD1867'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (LAM)
 RD1867'REPORTED UNDOUBTEDLY LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH1208 ***********************************************************************
 OH1208  DESIGNATION -  GRASS
 OH1208  PID         -  OH1208
 OH1208  STATE/COUNTY-  OR/MALHEUR
 OH1208  USGS QUAD   -  HURLEY FLAT (1972)
 OH1208
 OH1208                         *CURRENT SURVEY CONTROL
 OH1208  ___________________________________________________________________
 OH1208* NAD 83(1991)-  43 37 26.40940(N)    117 34 40.78023(W)     ADJUSTED  
 OH1208* NAVD 88     -      1673.     (meters)    5489.     (feet)  SCALED    
 OH1208  ___________________________________________________________________
 OH1208  LAPLACE CORR-           2.18  (seconds)                    DEFLEC99
 OH1208  GEOID HEIGHT-         -17.62  (meters)                     GEOID03
 OH1208  HORZ ORDER  -  SECOND
 OH1208
 OH1208.The horizontal coordinates were established by classical geodetic methods
 OH1208.and adjusted by the National Geodetic Survey in October 1991.
 OH1208
 OH1208.The orthometric height was scaled from a topographic map.
 OH1208
 OH1208.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1208
 OH1208.The geoid height was determined by GEOID03.
 OH1208
 OH1208;                    North         East     Units Scale Factor Converg.
 OH1208;SPC OR S     -   221,542.382 1,735,772.641   MT  0.99992616   +1 59 56.7
 OH1208;SPC OR S     -   726,845.09  5,694,792.13   iFT  0.99992616   +1 59 56.7
 OH1208;UTM  11      - 4,830,275.297   453,368.123   MT  0.99962675   -0 23 55.6
 OH1208
 OH1208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1208!SPC OR S     -   0.99974046  x   0.99992616  =   0.99966664
 OH1208!UTM  11      -   0.99974046  x   0.99962675  =   0.99936731
 OH1208
 OH1208:                Primary Azimuth Mark                     Grid Az
 OH1208:SPC OR S     -  HUNTER                                   278 05 32.3
 OH1208:UTM  11      -  HUNTER                                   280 29 24.6
 OH1208
 OH1208|---------------------------------------------------------------------|
 OH1208| PID    Reference Object                     Distance      Geod. Az  |
 OH1208|                                                           dddmmss.s |
 OH1208| OH1209 HUNTER                              APPROX.25.7 KM 2800529.0 |
 OH1208|---------------------------------------------------------------------|
 OH1208
 OH1208                          SUPERSEDED SURVEY CONTROL
 OH1208
 OH1208  NAD 83(1986)-  43 37 26.41235(N)    117 34 40.77722(W) AD(       ) 2
 OH1208  NAD 27      -  43 37 26.82600(N)    117 34 37.14300(W) AD(       ) 2
 OH1208
 OH1208.Superseded values are not recommended for survey control.
 OH1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1208.See file dsdata.txt to determine how the superseded data were derived.
 OH1208
 OH1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ5336830275(NAD 83)
 OH1208_MARKER: DD = SURVEY DISK
 OH1208_SETTING: 0 = UNSPECIFIED SETTING
 OH1208
 OH1208  HISTORY     - Date     Condition        Report By
 OH1208  HISTORY     - 1903     MONUMENTED       USGS
 OH1208  HISTORY     - 1935     GOOD             CGS
 OH1208
 OH1208                          STATION DESCRIPTION
 OH1208
 OH1208'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBP)
 OH1208'ON OR NEAR SUMMIT OF FREEZEOUT HILLS, ABOUT 18 MILES AIR LINE S OF
 OH1208'HARPER, AND ABOUT 4 MILES SE OF HARPER-SKULL SPRINGS ROAD AND ABOUT
 OH1208'3 MILES W OF FREEZEOUT SPRINGS.  FROM HARPER OR VALE FOLLOW COUNTY
 OH1208'ROADS TO TWIN SPRINGS RANCH, DISTANT ABOUT 25 MILES.  AT THIS
 OH1208'POINT SECURE DIRECTIONS OVER OLD ROADS LEADING W ABOUT 6.5 MILES
 OH1208'TO END OF TRUCK TRAVEL.  DIRECTIONS WILL VARY ACCORDING TO
 OH1208'WEATHER AND ROAD CONDITIONS.  FROM END OF TRUCK TRAVEL IT IS
 OH1208'ABOUT 3.5 MILES OR 3 HOURS PACK, TO STATION, WHICH LIES TO NW ON
 OH1208'HIGHEST POINT OF FLAT-TOPPED RIDGE.  MARKED BY DISK IN ROCK,
 OH1208'CENTERED UNDER 7-FOOT CAIRN.  STATION FREEZEOUT (U.S.C. AND
 OH1208'G.S.) IS 4.5 METERS (15 FEET) N 11 DEG 59 MIN W.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0924 ***********************************************************************
 OA0924  DESIGNATION -  GRASS
 OA0924  PID         -  OA0924
 OA0924  STATE/COUNTY-  OR/COOS
 OA0924  USGS QUAD   -  LANGLOIS (1996)
 OA0924
 OA0924                         *CURRENT SURVEY CONTROL
 OA0924  ___________________________________________________________________
 OA0924* NAD 83(1991)-  42 59 16.78712(N)    124 27 37.65958(W)     ADJUSTED  
 OA0924* NAVD 88     -         2.08   (+/-2cm)       6.8    (feet)  VERTCON   
 OA0924  ___________________________________________________________________
 OA0924  LAPLACE CORR-          13.53  (seconds)                    DEFLEC99
 OA0924  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 OA0924  HORZ ORDER  -  THIRD
 OA0924  VERT ORDER  -  THIRD ? (See Below)
 OA0924
 OA0924.The horizontal coordinates were established by classical geodetic methods
 OA0924.and adjusted by the National Geodetic Survey in October 1991.
 OA0924
 OA0924.The NAVD 88 height was computed by applying the VERTCON shift value to
 OA0924.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OA0924.The vertical order pertains to the NGVD 29 superseded value.
 OA0924
 OA0924.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA0924
 OA0924.The geoid height was determined by GEOID03.
 OA0924
 OA0924;                    North         East     Units Scale Factor Converg.
 OA0924;SPC OR S     -   154,411.534 1,177,150.133   MT  0.99989955   -2 42 34.3
 OA0924;SPC OR S     -   506,599.52  3,862,041.12   iFT  0.99989955   -2 42 34.3
 OA0924;UTM  10      - 4,760,516.610   380,936.134   MT  0.99977440   -0 59 45.3
 OA0924
 OA0924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA0924!SPC OR S     -   1.00000389  x   0.99989955  =   0.99990344
 OA0924!UTM  10      -   1.00000389  x   0.99977440  =   0.99977829
 OA0924
 OA0924:                Primary Azimuth Mark                     Grid Az
 OA0924:SPC OR S     -  SPUR                                     011 34 34.6
 OA0924:UTM  10      -  SPUR                                     009 51 45.6
 OA0924
 OA0924|---------------------------------------------------------------------|
 OA0924| PID    Reference Object                     Distance      Geod. Az  |
 OA0924|                                                           dddmmss.s |
 OA0924| OA1456 SPUR                                APPROX.14.3 KM 0085200.3 |
 OA0924| CD8588 GRASS RM NAIL IN STAKE                7.301 METERS 17524     |
 OA0924| CD8587 GRASS RM 3/2 INCH PIPE                4.290 METERS 17524     |
 OA0924|---------------------------------------------------------------------|
 OA0924
 OA0924                          SUPERSEDED SURVEY CONTROL
 OA0924
 OA0924  NAD 83(1986)-  42 59 16.76814(N)    124 27 37.70737(W) AD(       ) 3
 OA0924  NAD 27      -  42 59 17.35100(N)    124 27 33.30600(W) AD(       ) 3
 OA0924  NGVD 29 (07/19/86)    0.91   (m)            3.0    (f) LEVELING    3  
 OA0924
 OA0924.Superseded values are not recommended for survey control.
 OA0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0924.See file dsdata.txt to determine how the superseded data were derived.
 OA0924
 OA0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN8093660517(NAD 83)
 OA0924_MARKER: Z = SEE DESCRIPTION
 OA0924_SETTING: 0 = UNSPECIFIED SETTING
 OA0924
 OA0924  HISTORY     - Date     Condition        Report By
 OA0924  HISTORY     - 1922     MONUMENTED       CGS
 OA0924  HISTORY     - 1924     SEE DESCRIPTION  CGS
 OA0924  HISTORY     - 1924     SEE DESCRIPTION  CGS
 OA0924  HISTORY     - 1928     SEE DESCRIPTION  CGS
 OA0924
 OA0924                          STATION DESCRIPTION
 OA0924
 OA0924'DESCRIBED BY COAST AND GEODETIC SURVEY 1922 (RFL)
 OA0924'THIS STATION IS ON A GRASS COVERED DUNE ON THE BEACH 1/4 MILE
 OA0924'FROM THE WESTERN END OF THE CROFTS LAKE ROAD.  THE SAND DUNE IS
 OA0924'ON THE E BANK OF A LAGOON WHICH EXTENDS ALONG THE BEACH FOR TWO
 OA0924'MILES.  FIFTY METERS FROM THE SAND DUNE IN THE LAGOON IS A FALLEN
 OA0924'TREE 6 FEET IN DIAMETER AT THE BASE AND ABOUT FIFTY FEET IN
 OA0924'LENGTH.
 OA0924'
 OA0924'SURFACE MARK IS A STANDARD BRONZE DISK SET IN CONCRETE AT THE
 OA0924'CENTER OF THE TOP OF A TILE WHICH IS FASTENED BY MEANS OF CONCRETE
 OA0924'TO THE UPPER END OF A LONG WOODEN PILE DRIVEN INTO THE MARSH.
 OA0924'
 OA0924'REFERENCE MARK NO.1 IS THE TOP OF A 1 1/2-INCH PIPE.
 OA0924'
 OA0924'REFERENCE MARK NO.2 IS A NAIL IN A STAKE.
 OA0924'
 OA0924'IT IS UNCERTAIN WHETHER THE DISTANCES GIVEN ARE IN METERS OR FEET.
 OA0924
 OA0924                          STATION RECOVERY (1924)
 OA0924
 OA0924'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1924 (RFL)
 OA0924'THIS STATION, RECOVERED AS DESCRIBED, MARKS IN FAIR CONDITION.  THE
 OA0924'CENTER MARK, CONSISTING OF A STANDARD DISK SET IN CONCRETE, IS
 OA0924'BEING UNCOVERED BY THE WIND.  A 24-FOOT HEXAGONAL SIGNAL WAS
 OA0924'BUILT OVER THE STATION AND SHOULD SERVE AS A MARKER FOR THE
 OA0924'STATION AND A PROTECTION TO PREVENT EROSION OF THE STATION MARKS.
 OA0924'THE CENTER OF THE NEW SIGNAL IS ABOUT SEVEN FEET S OF THE
 OA0924'MARK.
 OA0924
 OA0924                          STATION RECOVERY (1924)
 OA0924
 OA0924'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1924 (LAM)
 OA0924'STATION RECOVERED AS DESCRIBED.  IT IS ABOUT 10 MILES S OF BANDON,
 OA0924'ON A SAND DUNE WHICH LIES E OF A LAGOON WHICH EXTENDS ALONG THE
 OA0924'BEACH FOR ABOUT 2 MILES.  THE STATION IS ABOUT 0.25 MILE FROM THE
 OA0924'W END OF THE CROFT LAKE ROAD.  THE STATION WAS FOUND IN POOR
 OA0924'CONDITION ON ACCOUNT OF EROSION.  A WOODEN SIGNAL HAS BEEN
 OA0924'ERECTED ABOUT 7 FEET S OF THE STATION.
 OA0924
 OA0924                          STATION RECOVERY (1928)
 OA0924
 OA0924'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1928 (APR)
 OA0924'CONSIDERABLE TIME WAS SPENT IN DIGGING FOR THIS STATION BUT IT
 OA0924'COULD NOT BE FOUND.  IT IS EITHER LOST DUE TO THE CARRYING AWAY
 OA0924'OF THE BANK OF THE LAGOON OR BURIED DEEPLY BY THE SAND, WHICH
 OA0924'SHIFTS HEAVILY IN THIS SECTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1249 ***********************************************************************
 OA1249  DESIGNATION -  GRASS
 OA1249  PID         -  OA1249
 OA1249  STATE/COUNTY-  OR/COOS
 OA1249  USGS QUAD   -  COOS BAY (1975)
 OA1249
 OA1249                         *CURRENT SURVEY CONTROL
 OA1249  ___________________________________________________________________
 OA1249* NAD 83(1991)-  43 21 58.13363(N)    124 10 39.38135(W)     ADJUSTED  
 OA1249* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 OA1249  ___________________________________________________________________
 OA1249  LAPLACE CORR-          14.43  (seconds)                    DEFLEC99
 OA1249  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 OA1249  HORZ ORDER  -  THIRD
 OA1249
 OA1249.The horizontal coordinates were established by classical geodetic methods
 OA1249.and adjusted by the National Geodetic Survey in October 1991.
 OA1249
 OA1249.The orthometric height was scaled from a topographic map.
 OA1249
 OA1249.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1249
 OA1249.The geoid height was determined by GEOID03.
 OA1249
 OA1249;                    North         East     Units Scale Factor Converg.
 OA1249;SPC OR S     -   195,326.408 1,202,036.642   MT  0.99990054   -2 30 57.7
 OA1249;SPC OR S     -   640,834.67  3,943,689.77   iFT  0.99990054   -2 30 57.7
 OA1249;UTM  10      - 4,802,149.570   404,586.795   MT  0.99971198   -0 48 31.2
 OA1249
 OA1249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1249!SPC OR S     -   1.00000381  x   0.99990054  =   0.99990435
 OA1249!UTM  10      -   1.00000381  x   0.99971198  =   0.99971579
 OA1249
 OA1249                          SUPERSEDED SURVEY CONTROL
 OA1249
 OA1249  NAD 83(1986)-  43 21 58.13066(N)    124 10 39.42680(W) AD(       ) 3
 OA1249  NAD 27      -  43 21 58.72900(N)    124 10 35.03400(W) AD(       ) 3
 OA1249
 OA1249.Superseded values are not recommended for survey control.
 OA1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1249.See file dsdata.txt to determine how the superseded data were derived.
 OA1249
 OA1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP0458702150(NAD 83)
 OA1249
 OA1249  HISTORY     - Date     Condition        Report By
 OA1249  HISTORY     - 1889     MONUMENTED       CGS
 OA1249  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 OA1249  HISTORY     - 19940814 MARK NOT FOUND   USPSQD
 OA1249
 OA1249                          STATION DESCRIPTION
 OA1249
 OA1249'DESCRIBED BY COAST AND GEODETIC SURVEY 1889 (EFD)
 OA1249'ON THE EDGE OF THE MARSH TO THE E OF THE HIGH WOODED POINT ON THE
 OA1249'W SIDE OF THE MOUTH OF CATCHING SLOUGH AND 3 METERS S OF A SMALL
 OA1249'SLOUGH RUNNING NW TOWARD THE DYKE.
 OA1249'
 OA1249'STATION IS MARKED BY A DRILL HOLE IN A STONE 1 FOOT BELOW THE
 OA1249'SURFACE.  THERE ARE 3 STAKES MARKED WITH COPPER TACKS, DISTANT
 OA1249'1.83 METERS.
 OA1249
 OA1249                          STATION RECOVERY (1989)
 OA1249
 OA1249'RECOVERY NOTE BY US POWER SQUADRON 1989 (AES)
 OA1249'MARK NOT FOUND.
 OA1249
 OA1249                          STATION RECOVERY (1994)
 OA1249
 OA1249'RECOVERY NOTE BY US POWER SQUADRON 1994
 OA1249'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1968 ***********************************************************************
 QE1968  DESIGNATION -  GRASS
 QE1968  PID         -  QE1968
 QE1968  STATE/COUNTY-  OR/MARION
 QE1968  USGS QUAD   -  SIDNEY (1986)
 QE1968
 QE1968                         *CURRENT SURVEY CONTROL
 QE1968  ___________________________________________________________________
 QE1968* NAD 83(1991)-  44 51 40.85640(N)    123 04 17.61266(W)     ADJUSTED  
 QE1968* NAVD 88     -       219.3    (meters)     719.     (feet)  VERTCON   
 QE1968  ___________________________________________________________________
 QE1968  LAPLACE CORR-          -5.22  (seconds)                    DEFLEC99
 QE1968  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 QE1968  HORZ ORDER  -  SECOND
 QE1968
 QE1968.The horizontal coordinates were established by classical geodetic methods
 QE1968.and adjusted by the National Geodetic Survey in October 1991.
 QE1968
 QE1968.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE1968.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE1968
 QE1968.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE1968
 QE1968.The geoid height was determined by GEOID03.
 QE1968
 QE1968;                    North         East     Units Scale Factor Converg.
 QE1968;SPC OR N     -   135,988.866 2,296,805.122   MT  0.99990890   -1 49 25.4
 QE1968;SPC OR N     -   446,157.70  7,535,449.88   iFT  0.99990890   -1 49 25.4
 QE1968;UTM  10      - 4,967,550.710   494,346.465   MT  0.99960039   -0 03 01.7
 QE1968
 QE1968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE1968!SPC OR N     -   0.99996918  x   0.99990890  =   0.99987809
 QE1968!UTM  10      -   0.99996918  x   0.99960039  =   0.99956959
 QE1968
 QE1968:                Primary Azimuth Mark                     Grid Az
 QE1968:SPC OR N     -  COLE                                     134 53 52.3
 QE1968:UTM  10      -  COLE                                     133 07 28.6
 QE1968
 QE1968|---------------------------------------------------------------------|
 QE1968| PID    Reference Object                     Distance      Geod. Az  |
 QE1968|                                                           dddmmss.s |
 QE1968| QE1959 COLE                                APPROX. 2.0 KM 1330426.9 |
 QE1968|---------------------------------------------------------------------|
 QE1968
 QE1968                          SUPERSEDED SURVEY CONTROL
 QE1968
 QE1968  NAD 83(1986)-  44 51 40.88053(N)    123 04 17.62927(W) AD(       ) 2
 QE1968  NAD 27      -  44 51 41.44772(N)    123 04 13.28339(W) AD(       ) 2
 QE1968  NGVD 29 (07/19/86)  218.3    (m)          716.     (f) VERT ANG    3  
 QE1968
 QE1968.Superseded values are not recommended for survey control.
 QE1968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1968.See file dsdata.txt to determine how the superseded data were derived.
 QE1968
 QE1968_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ9434667551(NAD 83)
 QE1968_MARKER: DD = SURVEY DISK
 QE1968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE1968_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE1968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE1968+STABILITY: SURFACE MOTION
 QE1968
 QE1968  HISTORY     - Date     Condition        Report By
 QE1968  HISTORY     - 1972     MONUMENTED       OR1810
 QE1968
 QE1968                          STATION DESCRIPTION
 QE1968
 QE1968'DESCRIBED BY CITY OF SALEM OREGON 1972 (LGH)
 QE1968'THE STATION IS ABOUT 5.75 MILES SOUTHWEST OF SALEM IN THE SE 1/4 OF
 QE1968'SEC. 20, T8S R3W.
 QE1968'
 QE1968'TO REACH THE STATION FROM THE CITY OF SALEM CIVIC CENTER, GO
 QE1968'SOUTH 1.7 MILES TO THE INTERSECTION OF COMMERCIAL STREET AND
 QE1968'LIBERTY ROAD, TURN RIGHT ON LIBERTY ROAD AND GO SOUTHWESTERLY 3.9
 QE1968'MILES TO THE INTERSECTION OF LIBERTY ROAD AND JORY HILL ROAD, TURN
 QE1968'RIGHT ON JORY HILL ROAD AND GO WEST 0.5 MILES TO TOP OF HILL.
 QE1968'
 QE1968'THE STATION MARK IS A CITY OF SALEM BRASS DISK STAMPED GRASS 1971,
 QE1968'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE POST AND IS ABOUT
 QE1968'LEVEL WITH THE GROUND SURFACE.  THE STATION IS LOCATED ON THE
 QE1968'SOUTH LINE OF JORY HILL ROAD 3.5 FEET BEHIND A FENCE AND 60 FEET
 QE1968'SOUTH OF MARION COUNTY RIGHT-OF-WAY P.I. STATION 64+61.19.  THE
 QE1968'STATION IS 4.5 FEET SOUTH OF A METAL WITNESS POST.  THE
 QE1968'UNDERGROUND MARK IS 36 INCHES BELOW THE GROUND SURFACE.  THE
 QE1968'UNDERGROUND MARK IS AN ALUMINUM CAP ON AN IRON ROD SET IN A 6
 QE1968'INCH CYLINDRICAL CONCRETE POST ABOUT 36 INCHES BELOW THE
 QE1968'GROUND SURFACE.
 QE1968'
 QE1968'HEIGHT OF LIGHT ABOVE STATION MARK 1.38 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2345 ***********************************************************************
 QE2345  DESIGNATION -  GRASS
 QE2345  PID         -  QE2345
 QE2345  STATE/COUNTY-  OR/LINCOLN
 QE2345  USGS QUAD   -  TOLEDO SOUTH (1984)
 QE2345
 QE2345                         *CURRENT SURVEY CONTROL
 QE2345  ___________________________________________________________________
 QE2345* NAD 83(1991)-  44 35 26.61755(N)    123 56 40.91321(W)     ADJUSTED  
 QE2345* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 QE2345  ___________________________________________________________________
 QE2345  LAPLACE CORR-          15.05  (seconds)                    DEFLEC99
 QE2345  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 QE2345  HORZ ORDER  -  THIRD
 QE2345
 QE2345.The horizontal coordinates were established by classical geodetic methods
 QE2345.and adjusted by the National Geodetic Survey in October 1991.
 QE2345
 QE2345.The orthometric height was scaled from a topographic map.
 QE2345
 QE2345.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2345
 QE2345.The geoid height was determined by GEOID03.
 QE2345
 QE2345;                    North         East     Units Scale Factor Converg.
 QE2345;SPC OR N     -   108,513.849 2,226,567.731   MT  0.99994512   -2 26 34.6
 QE2345;SPC OR N     -   356,016.56  7,305,012.24   iFT  0.99994512   -2 26 34.6
 QE2345;UTM  10      - 4,937,921.009   425,015.131   MT  0.99966914   -0 39 47.7
 QE2345
 QE2345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2345!SPC OR N     -   1.00000254  x   0.99994512  =   0.99994766
 QE2345!UTM  10      -   1.00000254  x   0.99966914  =   0.99967168
 QE2345
 QE2345|---------------------------------------------------------------------|
 QE2345| PID    Reference Object                     Distance      Geod. Az  |
 QE2345|                                                           dddmmss.s |
 QE2345| QE2357 APPLE                               385.954 METERS 04016     |
 QE2345| QE2377 REAR RANGE 3                        APPROX. 0.9 KM 0582901.5 |
 QE2345| QE2394 SOAP                                354.313 METERS 16805     |
 QE2345| QE2393 YAQUINA RIVER LIGHT 42              360.244 METERS 16809     |
 QE2345| QE2374 DEAD                                APPROX. 0.5 KM 2513444.8 |
 QE2345|---------------------------------------------------------------------|
 QE2345
 QE2345                          SUPERSEDED SURVEY CONTROL
 QE2345
 QE2345  NAD 83(1986)-  44 35 26.65402(N)    123 56 40.97933(W) AD(       ) 3
 QE2345  NAD 27      -  44 35 27.25900(N)    123 56 36.60600(W) AD(       ) 3
 QE2345
 QE2345.Superseded values are not recommended for survey control.
 QE2345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2345.See file dsdata.txt to determine how the superseded data were derived.
 QE2345
 QE2345_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ2501537921(NAD 83)
 QE2345_MARKER: Z = SEE DESCRIPTION
 QE2345_SETTING: 0 = UNSPECIFIED SETTING
 QE2345_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE2345
 QE2345  HISTORY     - Date     Condition        Report By
 QE2345  HISTORY     - 1914     MONUMENTED       CGS
 QE2345  HISTORY     - 1953     SEE DESCRIPTION  CGS
 QE2345  HISTORY     - 1957     SEE DESCRIPTION  USGS
 QE2345
 QE2345                          STATION DESCRIPTION
 QE2345
 QE2345'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (JWM)
 QE2345'STATION IS NEAR THE MIDDLE OF THE MARSH, BETWEEN THE CURRENT
 QE2345'JETTY AND MILL 4.
 QE2345'
 QE2345'THE STATION IS MARKED BY A BOTTLE SET 3 FEET BELOW THE SURFACE,
 QE2345'AND AT THE SURFACE BY A STANDARD DISK IN A CYLINDRICAL BED OF
 QE2345'CONCRETE 8 INCHES IN DIAMETER BY 2 FEET DEEP.
 QE2345'
 QE2345'THE REFERENCE MARK IS A STANDARD DISK SET IN CONCRETE, 5.49
 QE2345'METERS N (MAGNETIC).
 QE2345
 QE2345                          STATION RECOVERY (1953)
 QE2345
 QE2345'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (FAR)
 QE2345'THE STATION IS ABOUT 2.0 MI. S-SW OF TOLEDO, IN A GRASSY TIDAL
 QE2345'MARSH, ABOUT 42 M. SE OF THE CENTERLINE OF THE ROAD, NEAR A
 QE2345'MAIL BOX STENCILED ANK, 53.7 M. E OF A TRIAGLE BLAZE ON
 QE2345'POWERLINE POLE NO. 36, 42.8 M. SW OF A TRIANGULAR BLAZE ON A
 QE2345'POWERLINE POLE WHICH CARRIES A TRANSFORMER, AND 0.3 M. N OF A
 QE2345'CORRODED IRON PIPE WHICH PROJECTS 1 FT.  IT IS A STANDARD
 QE2345'TRIANGULATION-STATION DISK, UNSTAMPED AND SET IN A CYLINDRICAL
 QE2345'8-IN. CONCRETE MONUMENT 2 IN. BELOW THE SURFACE.
 QE2345'
 QE2345'THE REFERENCE MARK IS A STANDARD REFERENCE-MARK DISK, SET IN
 QE2345'A CONCRETE MONUMENT 2 IN. BELOW THE SURFACE, AND 5.49 M. N
 QE2345'(MAGNETIC) OF THE STATION.
 QE2345
 QE2345                          STATION RECOVERY (1957)
 QE2345
 QE2345'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 QE2345'STATION WAS NOT FOUND.  AREA WAS FILLED BY HYDRAULIC DREDGE
 QE2345'IN 1956 ABOUT 2.0 FEET DEEP.
 QE2345'
 QE2345'POWERPOLE 36 NOT FOUND.  TRANSFORMER POLE 39 WITH BLAZE IS
 QE2345'OKAY.  POLES 38 AND 40 ARE NEW.  (36 SHOULD READ 38) MAIL BOX
 QE2345'MARKED ANK IS OKAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1461 ***********************************************************************
 OA1461  DESIGNATION -  GRASS MOUND
 OA1461  PID         -  OA1461
 OA1461  STATE/COUNTY-  OR/COOS
 OA1461  USGS QUAD   -  BANDON (1970)
 OA1461
 OA1461                         *CURRENT SURVEY CONTROL
 OA1461  ___________________________________________________________________
 OA1461* NAD 83(1991)-  43 07 23.84072(N)    124 25 01.01348(W)     ADJUSTED  
 OA1461* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 OA1461  ___________________________________________________________________
 OA1461  LAPLACE CORR-          13.09  (seconds)                    DEFLEC99
 OA1461  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 OA1461  HORZ ORDER  -  THIRD
 OA1461
 OA1461.The horizontal coordinates were established by classical geodetic methods
 OA1461.and adjusted by the National Geodetic Survey in October 1991.
 OA1461
 OA1461.The orthometric height was scaled from a topographic map.
 OA1461
 OA1461.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1461
 OA1461.The geoid height was determined by GEOID03.
 OA1461
 OA1461;                    North         East     Units Scale Factor Converg.
 OA1461;SPC OR S     -   169,256.904 1,181,397.265   MT  0.99989492   -2 40 47.2
 OA1461;SPC OR S     -   555,304.80  3,875,975.28   iFT  0.99989492   -2 40 47.2
 OA1461;UTM  10      - 4,775,480.348   384,737.282   MT  0.99976343   -0 58 07.3
 OA1461
 OA1461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1461!SPC OR S     -   1.00000402  x   0.99989492  =   0.99989894
 OA1461!UTM  10      -   1.00000402  x   0.99976343  =   0.99976744
 OA1461
 OA1461|---------------------------------------------------------------------|
 OA1461| PID    Reference Object                     Distance      Geod. Az  |
 OA1461|                                                           dddmmss.s |
 OA1461| OA1474 BEND                                365.707 METERS 09237     |
 OA1461| OA1472 BANDON WEST BASE                    331.288 METERS 21144     |
 OA1461|---------------------------------------------------------------------|
 OA1461
 OA1461                          SUPERSEDED SURVEY CONTROL
 OA1461
 OA1461  NAD 83(1986)-  43 07 23.82711(N)    124 25 01.06052(W) AD(       ) 3
 OA1461  NAD 27      -  43 07 24.44300(N)    124 24 56.65700(W) AD(       ) 3
 OA1461
 OA1461.Superseded values are not recommended for survey control.
 OA1461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1461.See file dsdata.txt to determine how the superseded data were derived.
 OA1461
 OA1461_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN8473775480(NAD 83)
 OA1461_MARKER: Z = SEE DESCRIPTION
 OA1461_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OA1461_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 OA1461_MAGNETIC: P = MARKER IS A STEEL PIPE
 OA1461
 OA1461  HISTORY     - Date     Condition        Report By
 OA1461  HISTORY     - 1937     MONUMENTED       USE
 OA1461  HISTORY     - 1948     SEE DESCRIPTION  CGS
 OA1461
 OA1461                          STATION DESCRIPTION
 OA1461
 OA1461'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RAE)
 OA1461'SINCE THERE WAS NO DESCRIPTION OF THIS STATION, A SEARCH WAS
 OA1461'MADE IN THE AREA INDICATED BY THE GEOGRAPHIC POSITION.  THE
 OA1461'AREA FALLS IN THE WATER ON THE N SIDE OF THE COQUILLE RIVER
 OA1461'ENTRANCE.  THERE IS CONSIDERABLE EVIDENCE OF EROSION IN THIS
 OA1461'AREA AND IT IS BELIEVED THAT THE STATION HAD WASHED OUT.  A
 OA1461'SEARCH WAS MADE ON THE SAND BAR, AT LOW TIDE, BUT NO MONUMENT
 OA1461'OR PIPE WAS FOUND.
 OA1461'
 OA1461'THE STATION SHOULD BE CLASSIFIED AS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1583 ***********************************************************************
 OA1583  DESIGNATION -  GRASS MOUND RESET
 OA1583  PID         -  OA1583
 OA1583  STATE/COUNTY-  OR/COOS
 OA1583  USGS QUAD   -  CHARLESTON (1970)
 OA1583
 OA1583                         *CURRENT SURVEY CONTROL
 OA1583  ___________________________________________________________________
 OA1583* NAD 83(1991)-  43 22 15.76826(N)    124 19 10.17888(W)     ADJUSTED  
 OA1583* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 OA1583  ___________________________________________________________________
 OA1583  LAPLACE CORR-          15.86  (seconds)                    DEFLEC99
 OA1583  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 OA1583  HORZ ORDER  -  SECOND
 OA1583
 OA1583.The horizontal coordinates were established by classical geodetic methods
 OA1583.and adjusted by the National Geodetic Survey in October 1991.
 OA1583
 OA1583.The orthometric height was scaled from a topographic map.
 OA1583
 OA1583.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1583
 OA1583.The geoid height was determined by GEOID03.
 OA1583
 OA1583;                    North         East     Units Scale Factor Converg.
 OA1583;SPC OR S     -   196,384.564 1,190,573.349   MT  0.99990083   -2 36 47.1
 OA1583;SPC OR S     -   644,306.31  3,906,080.54   iFT  0.99990083   -2 36 47.1
 OA1583;UTM  10      - 4,802,865.634   393,099.074   MT  0.99974057   -0 54 22.4
 OA1583
 OA1583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1583!SPC OR S     -   1.00000270  x   0.99990083  =   0.99990353
 OA1583!UTM  10      -   1.00000270  x   0.99974057  =   0.99974327
 OA1583
 OA1583:                Primary Azimuth Mark                     Grid Az
 OA1583:SPC OR S     -  USCG EMPIRE RC BASE TWR                  033 52 10.2
 OA1583:UTM  10      -  USCG EMPIRE RC BASE TWR                  032 09 45.5
 OA1583
 OA1583|---------------------------------------------------------------------|
 OA1583| PID    Reference Object                     Distance      Geod. Az  |
 OA1583|                                                           dddmmss.s |
 OA1583| OA1510 USCG EMPIRE RC BASE TWR             APPROX. 1.6 KM 0311523.1 |
 OA1583| OA1535 SITKA DOCK LIGHT                    APPROX. 1.9 KM 0711712.1 |
 OA1583| OA1578 COOS BAY PULP CORP STACK            APPROX. 2.1 KM 0803201.2 |
 OA1583| CE1537 GRASS MOUND RM 1                      5.658 METERS 14507     |
 OA1583| OA1604 SOUTH SLOUGH CHAN DBCN 1            APPROX. 1.8 KM 1774053.3 |
 OA1583| OA1589 HUB 20                              APPROX. 0.6 KM 1870712.1 |
 OA1583| OA1586 HIGH FREQ DIRECT FINDER E POLE      APPROX. 0.7 KM 1910750.6 |
 OA1583| OA1569 COOS BAY ENTRANCE RANGE F BCN       APPROX. 2.4 KM 1912741.6 |
 OA1583| OA1574 COOS BAY INNER RANGE R BEACON       APPROX. 3.0 KM 1934025.2 |
 OA1583| OA1575 USCG COOS BAY BASE FLAGPOLE         APPROX. 2.7 KM 1970744.5 |
 OA1583| OA1603 USCG COOS BAY BASE LOT              APPROX. 2.7 KM 2120348.8 |
 OA1583| OA1571 HIGH FREQ DIRECTION FINDER STA      APPROX. 0.8 KM 2222921.6 |
 OA1583|---------------------------------------------------------------------|
 OA1583
 OA1583                          SUPERSEDED SURVEY CONTROL
 OA1583
 OA1583  NAD 83(1986)-  43 22 15.76419(N)    124 19 10.22703(W) AD(       ) 2
 OA1583  NAD 27      -  43 22 16.36200(N)    124 19 05.80100(W) AD(       ) 2
 OA1583
 OA1583.Superseded values are not recommended for survey control.
 OA1583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1583.See file dsdata.txt to determine how the superseded data were derived.
 OA1583
 OA1583_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCP9309902866(NAD 83)
 OA1583_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OA1583+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2005
 OA1583
 OA1583  HISTORY     - Date     Condition        Report By
 OA1583  HISTORY     - 1907     MONUMENTED       USE
 OA1583  HISTORY     - 1924     SEE DESCRIPTION  CGS
 OA1583  HISTORY     - 1945     SEE DESCRIPTION  CGS
 OA1583  HISTORY     - 1948     SEE DESCRIPTION  CGS
 OA1583  HISTORY     - 1977     GOOD             NOS
 OA1583  HISTORY     - 20050512 GOOD             USACE
 OA1583
 OA1583                          STATION DESCRIPTION
 OA1583
 OA1583'DESCRIBED BY US ENGINEERS 1907
 OA1583'THE STATION IS MARKED BY A CONCRETE BLOCK 10 INCHES SQUARE AND
 OA1583'1-1/2 FEET DEEP, WITH A 1-1/2-INCH IRON PIPE RUN THROUGH THE CENTER.
 OA1583
 OA1583                          STATION RECOVERY (1924)
 OA1583
 OA1583'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1924 (EPM)
 OA1583'ORIGINAL DESCRIPTION NOT FURNISHED.  SHOULD BE DESCRIBED THUS--
 OA1583'
 OA1583'STATION IS ON A GRASS-COVERED SAND DUNE ABOUT 75 METERS W OF
 OA1583'THE SHORE OF COOS BAY, AT A POINT ABOUT 150 METERS N OF AN OLD
 OA1583'ABANDONED DOCK ORIGINALLY USED BY THE U.S. ENGINEERS FOR UNLOADING
 OA1583'MATERIAL FOR THE CONSTRUCTION OF COOS BAR NORTH JETTY.
 OA1583'
 OA1583'STATION IS MARKED BY AN IRON PIPE IN A BLOCK OF CONCRETE.
 OA1583
 OA1583                          STATION RECOVERY (1945)
 OA1583
 OA1583'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (KGC)
 OA1583'STATION WAS RECOVERED IN GOOD CONDITION.  IT WAS MARKED BY A
 OA1583'CONCRETE BLOCK LETTERED GRASS MOUND 1907 AND WITH A PIPE IN THE
 OA1583'CENTER OF THE CONCRETE POST.
 OA1583'
 OA1583'STATION IS LOCATED ON THE W SHORE OF COOS BAY, ABOUT 1.0 MILE
 OA1583'N OF THE NORTH JETTY, AND ABOUT 1 MILE S OF THE EMPIRE COAST
 OA1583'GUARD RADIO COMPASS STATION.  ON A GRASS-COVERED SAND DUNE ABOUT
 OA1583'75 METERS W OF THE GRASS LINE AND 100 METERS NW OF THE N END OF
 OA1583'AN OLD ROCK BREAKWATER.  THERE IS NO SIGN OF THE OLD ABANDONED
 OA1583'DOCK MENTIONED IN THE DESCRIPTION.
 OA1583'
 OA1583'THE STATION WAS REMARKED BY SAWING OFF THE IRON PIPE AND
 OA1583'CEMENTING A BRONZE DISK IN IT FLUSH WITH THE CONCRETE BLOCK.  THE
 OA1583'MARK IS FLUSH WITH THE GROUND.  DISK IS STAMPED GRASS MOUND USE
 OA1583'1907 1945.
 OA1583'
 OA1583'REFERENCE MARK IS ON A SAND DUNE E OF THE STATION.  IT IS A
 OA1583'BRONZE REFERENCE DISK SET IN CONCRETE.  MARK IS FLUSH WITH THE
 OA1583'GROUND AND IS STAMPED GRASS MOUND USE 1907 RM NO 1 1945.
 OA1583
 OA1583                          STATION RECOVERY (1948)
 OA1583
 OA1583'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RAE)
 OA1583'THE STATION AND REFERENCE MARK WERE RECOVERED IN GOOD CONDITION
 OA1583'AS DESCRIBED BY K.G.C. IN 1945.  THE DISTANCE TO THE REFERENCE
 OA1583'MARK WAS VERIFIED.  THE DESCRIPTION IS ADEQUATE.
 OA1583
 OA1583                          STATION RECOVERY (1977)
 OA1583
 OA1583'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1977 (RBM)
 OA1583'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED
 OA1583'IN 1945.  THE REFERENCE MARK WAS NOT SEARCHED FOR.
 OA1583
 OA1583                          STATION RECOVERY (2005)
 OA1583
 OA1583'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (PVH)
 OA1583'GRASS MOUND RESET (NGS PID OA1583)
 OA1583'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (PVH)
 OA1583'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1945, WITH
 OA1583'THE FOLLOWING EXCEPTION-  THE EASTERN SHORELINE OF THE SPIT HAS ERODED
 OA1583'SIGNIFICANTLY SINCE DESCRIBED IN 1945 LEAVING THE STATION PRESENTLY
 OA1583'ONLY ABOUT 5 METERS WEST OF A SAND CLIFF WHICH FALLS TO THE BEACH AND
 OA1583'HIGH WATER LINE.
 OA1583'THE REFERENCE MARK WAS NOT SEARCHED FOR.
 OA1583' 
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2285 ***********************************************************************
 QE2285  DESIGNATION -  GRASS MTN LOT
 QE2285  PID         -  QE2285
 QE2285  STATE/COUNTY-  OR/BENTON
 QE2285  USGS QUAD   -  GRASS MTN (1984)
 QE2285
 QE2285                         *CURRENT SURVEY CONTROL
 QE2285  ___________________________________________________________________
 QE2285* NAD 83(1991)-  44 25 25.99894(N)    123 40 25.46125(W)     ADJUSTED  
 QE2285* NAVD 88     -      1102.     (meters)    3615.     (feet)  SCALED    
 QE2285  ___________________________________________________________________
 QE2285  LAPLACE CORR-           2.57  (seconds)                    DEFLEC99
 QE2285  GEOID HEIGHT-         -22.28  (meters)                     GEOID03
 QE2285  HORZ ORDER  -  THIRD
 QE2285
 QE2285.The horizontal coordinates were established by classical geodetic methods
 QE2285.and adjusted by the National Geodetic Survey in October 1991.
 QE2285
 QE2285.The orthometric height was scaled from a topographic map.
 QE2285
 QE2285.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2285
 QE2285.The geoid height was determined by GEOID03.
 QE2285
 QE2285;                    North         East     Units Scale Factor Converg.
 QE2285;SPC OR N     -    89,108.422 2,247,336.214   MT  0.99997843   -2 15 02.8
 QE2285;SPC OR N     -   292,350.47  7,373,150.31   iFT  0.99997843   -2 15 02.8
 QE2285;UTM  10      - 4,919,175.683   446,369.587   MT  0.99963537   -0 28 17.8
 QE2285
 QE2285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2285!SPC OR N     -   0.99983072  x   0.99997843  =   0.99980915
 QE2285!UTM  10      -   0.99983072  x   0.99963537  =   0.99946615
 QE2285
 QE2285:                Primary Azimuth Mark                     Grid Az
 QE2285:SPC OR N     -  PRAIRIE PEAK LOH                         164 34 52.5
 QE2285:UTM  10      -  PRAIRIE PEAK LOH                         162 48 07.5
 QE2285
 QE2285|---------------------------------------------------------------------|
 QE2285| PID    Reference Object                     Distance      Geod. Az  |
 QE2285|                                                           dddmmss.s |
 QE2285| QE2282 PRAIRIE PEAK LOH                    APPROX.17.0 KM 1621949.7 |
 QE2285| QE2298 TABLE MOUNTAIN LOT                  APPROX.14.2 KM 2935348.2 |
 QE2285|---------------------------------------------------------------------|
 QE2285
 QE2285                          SUPERSEDED SURVEY CONTROL
 QE2285
 QE2285  NAD 83(1986)-  44 25 26.02586(N)    123 40 25.49754(W) AD(       ) 3
 QE2285  NAD 27      -  44 25 26.59206(N)    123 40 21.10684(W) AD(       ) 3
 QE2285
 QE2285.Superseded values are not recommended for survey control.
 QE2285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2285.See file dsdata.txt to determine how the superseded data were derived.
 QE2285
 QE2285_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ4637019176(NAD 83)
 QE2285_MARKER: DD = SURVEY DISK
 QE2285_SETTING: 80 = SET IN A BOULDER
 QE2285_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QE2285_MARK LOGO: USFS  
 QE2285_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QE2285_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE2285
 QE2285  HISTORY     - Date     Condition        Report By
 QE2285  HISTORY     - 1936     MONUMENTED       USFS
 QE2285  HISTORY     - 19850125 SEE DESCRIPTION  NGS
 QE2285
 QE2285                          STATION DESCRIPTION
 QE2285
 QE2285'DESCRIBED BY US FOREST SERVICE 1936
 QE2285'THIS OCCUPIED STATION IS THE CENTER OF U.S. FOREST SERVICE LOOKOUT
 QE2285'TOWER ON THE TOP OF GRASS MOUNTAIN.  SITUATED ABOUT 1 MILE S OF
 QE2285'THE BENTON-LINCOLN COUNTY LINE, AND ABOUT 5 MILES AIRLINE NW OF
 QE2285'ALSEA.
 QE2285'
 QE2285'STATION IS MARKED BY DISK IN BOULDER DIRECTLY UNDER CENTER OF
 QE2285'TOWER.  ELEVATION ABOUT 3612 FEET.
 QE2285'
 QE2285'REACHED FROM ALSEA BY DRIVING W ALONG ALSEA HIGHWAY ABOUT 15 MILES
 QE2285'TO MOUTH OF FALL CREEK, THENCE OVER FOREST ROAD UP FALL CREEK,
 QE2285'FOLLOWING SIGNS ABOUT 12 MILES TO LOOKOUT.
 QE2285
 QE2285                          STATION RECOVERY (1985)
 QE2285
 QE2285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 QE2285'THE MARK WAS RECOVERED HOWEVER THE SHANK ONLY REMAINS BECAUSE IT IS IN
 QE2285'A HIGH RISK AREA IT WAS LEFT LIKE THAT AND 2 REFERENCE MARKS WERE SET.
 QE2285'THERE IS NO SUITABLE PLACE FOR AN AZIMUTH MARK.  THE STATION IS
 QE2285'LOCATED ON THE TOP OF GRASS MOUNTAIN, ABOUT 5 MILES (8.0 KM) NW OF
 QE2285'ALSEA AND ABOUT 1 MILE (1.6 KM) SOUTH OF THE BENTON-LINCOLN COUNTY
 QE2285'LINE.  TO REACH THE STATION FROM THE INTERSECTION OF FALL CREEK ROAD
 QE2285'AND HIGHWAY 34, GO NORTHERLY ON FALL CREEK ROAD FOR 3.8 KM (2.35 MI)
 QE2285'TO FISH HATCHERY, CONTINUE ON FOR 3.8 KM (2.35 MI) TO A ROAD FORK,
 QE2285'KEEP RIGHT ON FALL CREEK ROAD FOR 2.6 KM (1.60 MI) TO A ROAD FORK,
 QE2285'TURN RIGHT ON COVE CREEK ROAD AND GO 1.6 KM (1.00 MI) TO A ROAD FORK,
 QE2285'TURN RIGHT AND GO 4.6 KM (2.85 MI) TO A T JUNCTION, TURN LEFT ONTO
 QE2285'UPPER COVE CREEK ROAD (13-8-19.2) AND GO 4 KM (2.50 MI) TO A ROAD
 QE2285'FORK, TURN RIGHT ONTO RD 13-8-17.4 AND GO 1.8 KM (1.10 MI) TO A ROAD
 QE2285'FORK, TURN RIGHT AND GO 12.8 KM, (7.95 MI) TURN HARD RIGHT AND GO 1.1
 QE2285'KM (0.70 MI) TO ROAD FORK, TURN RIGHT AND GO 3.2 KM (2.00 MI) TO A
 QE2285'ROAD FORK, KEEP RIGHT PASS THROUGH GATE AND GO UP HILL 1.9 KM (1.20
 QE2285'MI) TO TOP OF HILL AND STATION.
 QE2285' 
 QE2285'THE STATION IS THE SHANK OF A DISK SET INTO A DRILL HOLE INTO A BURIED
 QE2285'BOULDER FLUSH WITH GROUND ROCK IS 30 CM SQUARE ON TOP.  IT IS IN THE
 QE2285'CENTER OF 4 CONCRETE FOUNDATIONS THAT REMAIN FROM THE OLD LOOKOUT
 QE2285'TOWER.  THE STATION IS LOCATED 2.7 METERS (8.9 FT) NORTHEAST FROM THE
 QE2285'SOUTHWEST CONCRETE FOUNDATION OF OLD LOOKOUT TOWER, 2.7 METERS (8.9
 QE2285'FT) NORTHWEST FROM THE SOUTHEAST CONCRETE FOUNDATION OF OLD LOOKOUT
 QE2285'TOWER, 2.7 METERS (8.9 FT) SOUTHEAST FROM THE NORTHWEST CONCRETE
 QE2285'FOUNDATION OF OLD LOOKOUT TOWER, 2.7 METERS (8.9 FT) SOUTHWEST FROM
 QE2285'THE NORTHEAST CONCRETE FOUNDATION OF OLD LOOKOUT TOWER.  REFERENCE
 QE2285'MARK NO 1, IS A STANDARD NGS DISK STAMPED---GRASS MTN LOT USFS 1936 NO
 QE2285'1 1985---, SET INTO ROCK OUTCROP, 1.5 METERS (4.9 FT) LARGEST
 QE2285'DIMENSION.  THE STATION IS LOCATED 8.4 METERS (27.6 FT) NORTHWEST FROM
 QE2285'THE NORTHWEST FOUNDATION OF OLD LOT AND ABOUT SAME ELEVATION AS THE
 QE2285'STATION. REFERENCE MARK NO 2, IS A STANDARD NGS DISK STAMPED---GRASS
 QE2285'MTN LOT USFS 1936 NO 2 1985---, SET INTO A DRILL HOLE IN THE NE
 QE2285'FOUNDATION OF OLD LOT.  THE STATION IS 0.2 METERS (0.7 FT) HIGHER THAN
 QE2285'THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2585 ***********************************************************************
 RC2585  DESIGNATION -  GRASS VALLEY
 RC2585  PID         -  RC2585
 RC2585  STATE/COUNTY-  OR/SHERMAN
 RC2585  USGS QUAD   -  ERSKINE (1962)
 RC2585
 RC2585                         *CURRENT SURVEY CONTROL
 RC2585  ___________________________________________________________________
 RC2585* NAD 83(1991)-  45 24 28.65110(N)    120 49 18.58311(W)     ADJUSTED  
 RC2585* NAVD 88     -       767.4    (meters)    2518.     (feet)  VERTCON   
 RC2585  ___________________________________________________________________
 RC2585  LAPLACE CORR-           4.16  (seconds)                    DEFLEC99
 RC2585  GEOID HEIGHT-         -21.12  (meters)                     GEOID03
 RC2585  HORZ ORDER  -  FIRST
 RC2585
 RC2585.The horizontal coordinates were established by classical geodetic methods
 RC2585.and adjusted by the National Geodetic Survey in October 1991.
 RC2585
 RC2585.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC2585.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC2585
 RC2585.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2585
 RC2585.The geoid height was determined by GEOID03.
 RC2585
 RC2585;                    North         East     Units Scale Factor Converg.
 RC2585;SPC OR N     -   193,545.917 2,474,808.050   MT  0.99990328   -0 13 41.7
 RC2585;SPC OR N     -   634,993.17  8,119,448.98   iFT  0.99990328   -0 13 41.7
 RC2585;UTM  10      - 5,030,578.850   670,450.078   MT  0.99995722   +1 33 05.4
 RC2585
 RC2585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2585!SPC OR N     -   0.99988301  x   0.99990328  =   0.99978630
 RC2585!UTM  10      -   0.99988301  x   0.99995722  =   0.99984023
 RC2585
 RC2585|---------------------------------------------------------------------|
 RC2585| PID    Reference Object                     Distance      Geod. Az  |
 RC2585|                                                           dddmmss.s |
 RC2585| CF5374 GRASS VALLEY RM 1                    23.103 METERS 05752     |
 RC2585| CF5373 GRASS VALLEY AZ MK 2                               0753337.7 |
 RC2585| CF5372 GRASS VALLEY AZ MK                                 0763757.9 |
 RC2585| CF5375 GRASS VALLEY RM 2                    19.355 METERS 33117     |
 RC2585|---------------------------------------------------------------------|
 RC2585
 RC2585                          SUPERSEDED SURVEY CONTROL
 RC2585
 RC2585  NAD 83(1986)-  45 24 28.66322(N)    120 49 18.57909(W) AD(       ) 1
 RC2585  NAD 27      -  45 24 29.21400(N)    120 49 14.36500(W) AD(       ) 1
 RC2585  NGVD 29 (07/19/86)  766.4    (m)         2514.     (f) VERT ANG    3  
 RC2585
 RC2585.Superseded values are not recommended for survey control.
 RC2585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2585.See file dsdata.txt to determine how the superseded data were derived.
 RC2585
 RC2585_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR7045030579(NAD 83)
 RC2585_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RC2585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC2585
 RC2585  HISTORY     - Date     Condition        Report By
 RC2585  HISTORY     - 1946     MONUMENTED       CGS
 RC2585  HISTORY     - 1964     SEE DESCRIPTION  BPA
 RC2585  HISTORY     - 1972     SEE DESCRIPTION  NGS
 RC2585
 RC2585                          STATION DESCRIPTION
 RC2585
 RC2585'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 RC2585'ABOUT 6 MILES NORTHWEST OF GRASS VALLEY, ABOUT 1.5 MILES EAST OF
 RC2585'THE DESCHUTES RIVER, 50.5 FEET SOUTH OF A WIRE FENCE AND 42 FEET
 RC2585'SOUTH OF THE CENTER OF A FARM ROAD, ON THE SUMMIT OF THE MIDDLE
 RC2585'HUMP OF A LONG PROMINENT RIDGE WHICH RUNS EAST AND WEST.
 RC2585'
 RC2585'TO REACH FROM THE GRASS VALLEY POST OFFICE.  GO NORTH ON
 RC2585'U.S. HIGHWAY NUMBER 97 FOR 3.25 MILES, TURN LEFT, WEST, AND GO
 RC2585'0.9 MILE.  TURN RIGHT, NORTH, AND GO 0.75 MILE, TURN LEFT, PASS
 RC2585'THROUGH A WIRE GATE AND GO WEST FOR 0.3 MILE, TURN LEFT, PASS
 RC2585'THROUGH A WIRE GATE AND CONTINUE WEST, ALONG THE SOUTH SIDE OF A
 RC2585'WIRE FENCE, FOR 0.4 MILE TO THE STATION.
 RC2585'
 RC2585'THE STATION IS A STANDARD DISK, STAMPED GRASS VALLEY 1946, CEMENTED
 RC2585'INTO THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS ABOUT 2 INCHES.
 RC2585'
 RC2585'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED GRASS VALLEY
 RC2585'NO 1 1946, CEMENTED INTO THE TOP OF A SQUARE CONCRETE POST THAT
 RC2585'PROJECTS ABOUT 2 INCHES.  IT IS 10 FEET NORTH OF THE CENTER OF A
 RC2585'TRACK ROAD AND 1 FOOT SOUTH OF A WIRE FENCE.
 RC2585'
 RC2585'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED GRASS VALLEY
 RC2585'NO 2 1946, CEMENTED INTO THE TOP OF A SQUARE CONCRETE POST THAT
 RC2585'PROJECTS ABOUT 2 INCHES.  IT IS 10 FEET NORTH OF THE CENTER OF A
 RC2585'TRACK ROAD AND 1 FOOT SOUTH OF A WIRE FENCE.
 RC2585'
 RC2585'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED GRASS VALLEY 1946,
 RC2585'CEMENTED INTO THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS
 RC2585'ABOUT 6 INCHES.  IT IS ABOUT 0.3 MILE EAST OF THE STATION, 47.5
 RC2585'FEET SOUTH OF A FENCE INTERSECTION AND 1 FOOT WEST OF A WIRE
 RC2585'FENCE.
 RC2585
 RC2585                          STATION RECOVERY (1964)
 RC2585
 RC2585'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1964
 RC2585'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD
 RC2585'CONDITION.  THE AZIMUTH MARK HAS BEEN DESTROYED.  THE MARK AND MASS
 RC2585'OF CONCRETE WAS FOUND LYING ON THE SURFACE OF THE
 RC2585'GROUND.  U.S. HIGHWAY 97 NORTH FROM GRASS VALLEY HAS BEEN REBUILT
 RC2585'BUT THE DESCRIPTION IS ADEQUATE.
 RC2585
 RC2585                          STATION RECOVERY (1972)
 RC2585
 RC2585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 RC2585'THE STATION MARK, AND BOTH REFERENCE MARKS WERE RECOVERED IN
 RC2585'GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND UNEARTHED.  THE
 RC2585'AZIMUTH MARK WAS RE-ESTABLISHED, AND RE-STAMPED.  A NEW AND
 RC2585'COMPLETE DESCRIPTION FOLLOWS.
 RC2585'
 RC2585'THE STATION IS 6 MILES NORTHWEST OF GRASS VALLEY, ON A PROMINENT
 RC2585'RIDGE OF GOVERNMENT OWNED LAND.
 RC2585'
 RC2585'TO REACH THE STATION FROM THE GRASS VALLEY POST OFFICE GO NORTH
 RC2585'ON U.S. HIGHWAY 97 FOR 3.0 MILES TO A SIDE ROAD LEFT, 0.2 MILE
 RC2585'AFTER PASSING MILEPOST NO. 25, TURN LEFT, AND GO WEST ON THE
 RC2585'GRAVELED ROAD FOR 0.9 MILE TO WHERE THE ROAD TURNS NORTH ACROSS A
 RC2585'CATTLE GUARD, TURN RIGHT, AND GO NORTH FOR 0.6 MILE TO A GATE ON
 RC2585'THE LEFT, PASS THRU GATE, AND GO WEST ON THE DIRT ROAD FOR 0.3
 RC2585'MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE WEST ON THE
 RC2585'DIRT ROAD FOR 0.3 MILE TO THE STATION ON THE LEFT.
 RC2585'
 RC2585'THE STATION MARK, STAMPED GRASS VALLEY 1946, IS A STANDARD DISK
 RC2585'SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES,
 RC2585'41 FEET SOUTH OF THE CENTER OF THE DIRT ROAD, 1 FOOT WEST OF A
 RC2585'ROCK CAIRN, AND 1 FOOT NORTH OF A METAL WITNESS POST.  (NOTE 1A)
 RC2585'
 RC2585'REFERENCE MARK NO. 1, STAMPED GRASS VALLEY NO 1 1946, IS A
 RC2585'STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT
 RC2585'PROJECTS 1 INCH, 21 FEET SOUTH OF THE EAST-WEST FENCE LINE,
 RC2585'AND 8 FEET NORTH OF THE CENTER OF THE DIRT ROAD.  (NOTE 11A)
 RC2585'
 RC2585'REFERENCE MARK NO. 2, STAMPED GRASS VALLEY NO 2 1946, IS A
 RC2585'STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT
 RC2585'PROJECTS 3 INCHES, 28 FEET SOUTH OF THE FENCE, AND 12 FEET NORTH
 RC2585'OF THE CENTER OF THE TRACK ROAD.  (NOTE 11A)
 RC2585'
 RC2585'THE DISTANCE BETWEEN R.M. NO. 1, AND R.M. NO. 2 IS 95.88 FEET OR
 RC2585'29.224 METERS.
 RC2585'
 RC2585'THE AZIMUTH MARK, STAMPED GRASS VALLEY 1946 1972, IS A STANDARD
 RC2585'DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 6
 RC2585'INCHES, 76 FEET EAST OF A T FENCE CORNER, 18 FEET NORTH OF THE
 RC2585'CENTER OF THE DIRT ROAD, 2 FEET SOUTH OF AN X BRACE IN THE
 RC2585'EAST-WEST FENCE LINE, AND 1 FOOT WEST OF A METAL WITNESS
 RC2585'POST.  (NOTE 16A)
 RC2585'
 RC2585'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RC2585'6 MILES NORTHWEST OF GRASS VALLEY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC1104 ***********************************************************************
 PC1104  DESIGNATION -  GRASSHOPPER
 PC1104  PID         -  PC1104
 PC1104  STATE/COUNTY-  OR/LANE
 PC1104  USGS QUAD   -  GRASSHOPPER MTN (1997)
 PC1104
 PC1104                         *CURRENT SURVEY CONTROL
 PC1104  ___________________________________________________________________
 PC1104* NAD 83(1991)-  43 54 35.38508(N)    122 11 42.33601(W)     ADJUSTED  
 PC1104* NAVD 88     -      1720.8    (meters)    5646.     (feet)  VERTCON   
 PC1104  ___________________________________________________________________
 PC1104  LAPLACE CORR-           9.19  (seconds)                    DEFLEC99
 PC1104  GEOID HEIGHT-         -21.89  (meters)                     GEOID03
 PC1104  HORZ ORDER  -  THIRD
 PC1104
 PC1104.The horizontal coordinates were established by classical geodetic methods
 PC1104.and adjusted by the National Geodetic Survey in October 1991.
 PC1104
 PC1104.The NAVD 88 height was computed by applying the VERTCON shift value to
 PC1104.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PC1104
 PC1104.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC1104
 PC1104.The geoid height was determined by GEOID03.
 PC1104
 PC1104;                    North         East     Units Scale Factor Converg.
 PC1104;SPC OR S     -   250,562.715 1,363,849.526   MT  0.99997834   -1 09 34.9
 PC1104;SPC OR S     -   822,056.15  4,474,571.94   iFT  0.99997834   -1 09 34.9
 PC1104;UTM  10      - 4,862,172.699   564,630.415   MT  0.99965137   +0 33 29.7
 PC1104
 PC1104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC1104!SPC OR S     -   0.99973367  x   0.99997834  =   0.99971201
 PC1104!UTM  10      -   0.99973367  x   0.99965137  =   0.99938513
 PC1104
 PC1104|---------------------------------------------------------------------|
 PC1104| PID    Reference Object                     Distance      Geod. Az  |
 PC1104|                                                           dddmmss.s |
 PC1104| CS4186 GRASSHOPPER RM 2                      6.163 METERS 08712     |
 PC1104| CS4184 GRASSHOPPER RM 1                      6.096 METERS 35917     |
 PC1104|---------------------------------------------------------------------|
 PC1104
 PC1104                          SUPERSEDED SURVEY CONTROL
 PC1104
 PC1104  NAD 83(1986)-  43 54 35.39357(N)    122 11 42.35060(W) AD(       ) 3
 PC1104  NGVD 29 (04/26/90) 1719.6    (m)         5642.     (f) VERT ANG    3  
 PC1104
 PC1104.Superseded values are not recommended for survey control.
 PC1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC1104.See file dsdata.txt to determine how the superseded data were derived.
 PC1104
 PC1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP6463062173(NAD 83)
 PC1104_MARKER: DS = TRIANGULATION STATION DISK
 PC1104_SETTING: 80 = SET IN A BOULDER
 PC1104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC1104+STABILITY: SURFACE MOTION
 PC1104
 PC1104  HISTORY     - Date     Condition        Report By
 PC1104  HISTORY     - 1955     MONUMENTED       USGS
 PC1104
 PC1104                          STATION DESCRIPTION
 PC1104
 PC1104'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 PC1104'LOCATED ABOUT 17 MI NE. OF OAKRIDGE, 2 MI N. OF NORTH FORK
 PC1104'WILLAMETTE RIVER.  ON HIGHEST PART OF GRASSHOPPER MTN.
 PC1104'
 PC1104'TO REACH FROM WEST FIR, DRIVE 13.5 MI NE. ON MAIN-TRAVELED RD.
 PC1104'ALONG NORTH FORK WILLAMETTE RIVER TO RD. FORKS AT BRIDGE.  TAKE
 PC1104'LEFT FORK ACROSS BRIDGE AWAY FROM RIVER ON SARDINE RD. 5.3 MI TO
 PC1104'FORK AT SIGN SARDINE ROAD, SARDINE LO 4, CAMP 5.  TAKE RIGHT
 PC1104'FORK FOLLOWING GRASSY RD. 2.3 MI TO RD. FORKS.  TAKE LEFT FORK 1
 PC1104'MI TO GRASSY CREEK.  TURN RIGHT ON OLD SIDE RD. ALONG GRASSY CREEK
 PC1104'0.8 MI TO END OF RD.  TAKE GRASSY CREEK TRAIL ABOUT 3 MI E. TO
 PC1104'GRASSHOPPER LOH AND STATION.  A 1-1/2-HOUR PACK.
 PC1104'
 PC1104'STATION MARK--STANDARD ALUMINUM TABLET
 PC1104'STAMPED---GRASSHOPPER 1955---, CEMENTED IN LARGE BOULDER.
 PC1104'
 PC1104'RM 1--STANDARD BRASS RM TABLET STAMPED---GRASSHOPPER NO 1 1955---,
 PC1104'CEMENTED IN LARGE BOULDER.
 PC1104'
 PC1104'RM 2--STANDARD BRASS RM TABLET STAMPED---GRASSHOPPER NO 2 1955---,
 PC1104'CEMENTED IN LARGE BOULDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0854 ***********************************************************************
 PC0854  DESIGNATION -  GRASSHOPPER MTN
 PC0854  PID         -  PC0854
 PC0854  STATE/COUNTY-  OR/DOUGLAS
 PC0854  USGS QUAD   -  BUCKEYE LAKE (1989)
 PC0854
 PC0854                         *CURRENT SURVEY CONTROL
 PC0854  ___________________________________________________________________
 PC0854* NAD 83(1991)-  43 03 03.87347(N)    122 31 00.82494(W)     ADJUSTED  
 PC0854* NAVD 88     -      1684.5    (meters)    5527.     (feet)  VERTCON   
 PC0854  ___________________________________________________________________
 PC0854  LAPLACE CORR-          11.64  (seconds)                    DEFLEC99
 PC0854  GEOID HEIGHT-         -22.71  (meters)                     GEOID03
 PC0854  HORZ ORDER  -  SECOND
 PC0854
 PC0854.The horizontal coordinates were established by classical geodetic methods
 PC0854.and adjusted by the National Geodetic Survey in October 1991.
 PC0854
 PC0854.The NAVD 88 height was computed by applying the VERTCON shift value to
 PC0854.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PC0854
 PC0854.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC0854
 PC0854.The geoid height was determined by GEOID03.
 PC0854
 PC0854;                    North         East     Units Scale Factor Converg.
 PC0854;SPC OR S     -   155,761.652 1,335,709.507   MT  0.99989670   -1 22 47.5
 PC0854;SPC OR S     -   511,029.04  4,382,249.04   iFT  0.99989670   -1 22 47.5
 PC0854;UTM  10      - 4,766,599.954   539,344.426   MT  0.99961904   +0 19 47.3
 PC0854
 PC0854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC0854!SPC OR S     -   0.99973946  x   0.99989670  =   0.99963619
 PC0854!UTM  10      -   0.99973946  x   0.99961904  =   0.99935860
 PC0854
 PC0854|---------------------------------------------------------------------|
 PC0854| PID    Reference Object                     Distance      Geod. Az  |
 PC0854|                                                           dddmmss.s |
 PC0854| CD8589 GRASSHOPPER MTN RM 1                  3.690 METERS 03905     |
 PC0854| PC0829 HERSHBERGER LOOKOUT HOUSE           APPROX. 5.4 KM 1110440.8 |
 PC0854| CD8590 GRASSHOPPER MTN RM 2                  4.490 METERS 23626     |
 PC0854|---------------------------------------------------------------------|
 PC0854
 PC0854                          SUPERSEDED SURVEY CONTROL
 PC0854
 PC0854  NAD 83(1986)-  43 03 03.87329(N)    122 31 00.84052(W) AD(       ) 2
 PC0854  NAD 27      -  43 03 04.43180(N)    122 30 56.68640(W) AD(       ) 2
 PC0854  NGVD 29 (07/19/86) 1683.3    (m)         5523.     (f) VERT ANG    3  
 PC0854
 PC0854.Superseded values are not recommended for survey control.
 PC0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0854.See file dsdata.txt to determine how the superseded data were derived.
 PC0854
 PC0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEN3934466600(NAD 83)
 PC0854_MARKER: Z = SEE DESCRIPTION
 PC0854_SETTING: 0 = UNSPECIFIED SETTING
 PC0854
 PC0854  HISTORY     - Date     Condition        Report By
 PC0854  HISTORY     - 1953     MONUMENTED       CGS
 PC0854
 PC0854                          STATION DESCRIPTION
 PC0854
 PC0854'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (HSC)
 PC0854'9 MILES EAST OF THE SOUTH UMPQUA GUARD STATION, 2 MILES SOUTH OF
 PC0854'FISH LAKE, LOCATED ON A PROMINENT RIDGE EXTENDING WESTWARD FROM
 PC0854'THE ROUGE-UMPQUA DIVIDE.
 PC0854'
 PC0854'TO REACH FROM THE TILLER RANGER STATION IN TILLER, BY GOING
 PC0854'WEST ON STATE HIGHWAY 227 FOR 0.1 MILE TO A SIDE ROAD RIGHT AT
 PC0854'THE WEST END OF A CONCRETE BRIDGE, TURN RIGHT AND GO 20.4 MILES
 PC0854'VIA THE SOUTH UMPQUA ROAD TO THE SOUTH UMPQUA GUARD STATION
 PC0854'ON LEFT.  CONTINUE STRAIGHT AHEAD FOR 4.6 MILES TO FORK AND SIGN
 PC0854'EMERSON RANCH.  TAKE THE RIGHT ROAD AND 0.6 MILE TO A FORK AND
 PC0854'SIGN EMERSON ROAD.  TAKE THE LEFT ROAD AND GO 2.5 MILES TO A
 PC0854'TURN-AROUND AND SIGN FISH LAKE TRAIL, THIS IS THE END OF TRUCK
 PC0854'TRAVEL.  THENCE FOLLOW THE FISH LAKE TRAIL TO THE FISH LAKE
 PC0854'GUARD STATION AT THE NORTH END OF FISH LAKE.  THENCE GO
 PC0854'AROUND THE NORTH END OF SAID LAKE AND FOLLOW THE GRASSHOPPER
 PC0854'MTN TRAIL SOUTH TO THE LOOKOUT HOUSE AND STATION.  HORSES WERE
 PC0854'OBTAINED AT THE TILLER RANGER STATION, 5 HOURS HORSE PACK IS
 PC0854'REQUIRED FOR SAID STATION.
 PC0854'
 PC0854'STATION MARK IS A STANDARD BRONZE DISK BRAZED TO A SECTION OF
 PC0854'3 INCH COPPER TUBING, IS STAMPED GRASSHOPPER MTN 1953.  MARK IS
 PC0854'4 FEET EAST OF A FENCE POST AND 18 FEET WEST OF LOOKOUT HOUSE
 PC0854'STEPS, MARK PROJECTS 4 INCHES.
 PC0854'
 PC0854'REFERENCE MARK 1, A STANDARD BRONZE DISK BRAZED TO A SECTION OF
 PC0854'3 INCH COPPER TUBING, IS STAMPED GRASSHOPPER MTN NO 1 1953.  MARK
 PC0854'IS 10 FEET SOUTHWEST OF LOOKOUT HOUSE STEPS, MARK PROJECTS 5
 PC0854'INCHES.
 PC0854'
 PC0854'REFERENCE MARK 2, A STANDARD BRONZE DISK BRAZED TO A SECTION OF
 PC0854'3 INCH COPPER TUBING, IS STAMPED GRASSHOPPER MTN NO.2 1953.  MARK
 PC0854'IS 30 FEET NORTHEAST OF LOOKOUT HOUSE STEPS, MARK PROJECTS 4
 PC0854'INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2235 ***********************************************************************
 RC2235  DESIGNATION -  GRASSHOPPER POINT LOH
 RC2235  PID         -  RC2235
 RC2235  STATE/COUNTY-  OR/WASCO
 RC2235  USGS QUAD   -  BADGER LAKE (1996)
 RC2235
 RC2235                         *CURRENT SURVEY CONTROL
 RC2235  ___________________________________________________________________
 RC2235* NAD 83(1991)-  45 15 08.12578(N)    121 32 09.39016(W)     ADJUSTED  
 RC2235* NAVD 88     -      1643.     (meters)    5390.     (feet)  SCALED    
 RC2235  ___________________________________________________________________
 RC2235  LAPLACE CORR-          -2.91  (seconds)                    DEFLEC99
 RC2235  GEOID HEIGHT-         -20.74  (meters)                     GEOID03
 RC2235  HORZ ORDER  -  THIRD
 RC2235
 RC2235.The horizontal coordinates were established by classical geodetic methods
 RC2235.and adjusted by the National Geodetic Survey in October 1991.
 RC2235
 RC2235.The orthometric height was scaled from a topographic map.
 RC2235
 RC2235.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2235
 RC2235.The geoid height was determined by GEOID03.
 RC2235
 RC2235;                    North         East     Units Scale Factor Converg.
 RC2235;SPC OR N     -   176,714.416 2,418,689.195   MT  0.99989564   -0 44 04.8
 RC2235;SPC OR N     -   579,771.71  7,935,332.00   iFT  0.99989564   -0 44 04.8
 RC2235;UTM  10      - 5,012,016.143   614,882.649   MT  0.99976228   +1 02 23.7
 RC2235
 RC2235!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2235!SPC OR N     -   0.99974576  x   0.99989564  =   0.99964143
 RC2235!UTM  10      -   0.99974576  x   0.99976228  =   0.99950810
 RC2235
 RC2235|---------------------------------------------------------------------|
 RC2235| PID    Reference Object                     Distance      Geod. Az  |
 RC2235|                                                           dddmmss.s |
 RC2235| CS4188 GRASSHOPPER POINT LOH RM 1           10.644 METERS 08211     |
 RC2235| CS4187 GRASSHOPPER POINT LOH RM 2           14.152 METERS 20309     |
 RC2235|---------------------------------------------------------------------|
 RC2235
 RC2235                          SUPERSEDED SURVEY CONTROL
 RC2235
 RC2235  NAD 83(1986)-  45 15 08.13875(N)    121 32 09.37945(W) AD(       ) 4
 RC2235  NAD 27      -  45 15 08.73300(N)    121 32 05.11000(W) AD(       ) 3
 RC2235
 RC2235.Superseded values are not recommended for survey control.
 RC2235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2235.See file dsdata.txt to determine how the superseded data were derived.
 RC2235
 RC2235_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR1488312016(NAD 83)
 RC2235
 RC2235  HISTORY     - Date     Condition        Report By
 RC2235  HISTORY     - 1946     MONUMENTED       CGS
 RC2235  HISTORY     - 1947     SEE DESCRIPTION  CGS
 RC2235  HISTORY     - 1955     GOOD             USGS
 RC2235  HISTORY     - 1958     GOOD             USGS
 RC2235
 RC2235                          STATION DESCRIPTION
 RC2235
 RC2235'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 RC2235'LOCATED ON THE SUMMIT OF GRASSHOPPER POINT IN THE MT. HOOD
 RC2235'NATIONAL FOREST.
 RC2235'
 RC2235'IT IS A WOODEN TOWER ABOUT 90 FEET IN HEIGHT.
 RC2235
 RC2235                          STATION RECOVERY (1947)
 RC2235
 RC2235'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (WRH)
 RC2235'THE STATION IS THE CENTER OF THE FOREST SERVICE LOOKOUT TOWER
 RC2235'WHICH IS LOCATED ON THE SUMMIT OF GRASSHOPPER POINT IN THE MOUNT
 RC2235'HOOD NATIONAL FOREST.  IT IS LOCATED ABOUT 12 MILES SOUTHWEST OF
 RC2235'THE SUMMIT OF MOUNT HOOD AND ABOUT 10 MILES NORTH OF THE BEAR
 RC2235'SPRINGS GUARD STATION.  THE LOOKOUT TOWER IS ABOUT 100 FEET IN
 RC2235'HEIGHT AND HAS A PEAKED ROOF.
 RC2235
 RC2235                          STATION RECOVERY (1955)
 RC2235
 RC2235'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 RC2235'RECOVERED AS DESCRIBED BY NGS (INTERSECTED ONLY) AS GRASSHOPPER
 RC2235'POINT LO.  NEW DESCRIPTION FOLLOWS.
 RC2235'
 RC2235'LOCATED ABOUT 11 MI SE. OF GOVERNMENT CAMP, 9.5 MI N. OF BEAR
 RC2235'SPRINGS RANGER STATION.  IN MEADOW ON N.-S. RIDGE CENTERED UNDER
 RC2235'GRASSHOPPER POINT LOT.
 RC2235'
 RC2235'TO REACH FROM GOVERNMENT CAMP, DRIVE 2.9 MI SE. ALONG U.S. HWY.
 RC2235'26 TO JCT. WITH STATE HWY. 35.  TURN LEFT ON STATE HWY. 35 5.1 MI
 RC2235'TO BRIDGE OVER WHITE RIVER, CONTINUE 2.2 MI TO DIRT RD.  TURN
 RC2235'RIGHT 4.1 MI SE. TO T-RD.  TURN LEFT AS PER SIGN
 RC2235'GRASSHOPPER LO 5 1 MI TO RD. FORKS.  CONTINUE STRAIGHT AHEAD 2.4
 RC2235'MI TO RD. FORKS.  CONTINUE 2 MI TO USFS LOT AND STATION.
 RC2235'
 RC2235'STATION MARK--STANDARD TABLET STAMPED---GRASSHOPPER 1955---,
 RC2235'CEMENTED IN BOULDER CENTERED UNDER LOT.
 RC2235'
 RC2235'RM 1--COPPER NAIL AND WASHER CEMENTED IN BOULDER.
 RC2235'
 RC2235'RM 2--COPPER NAIL AND WASHER CEMENTED IN BOULDER.
 RC2235
 RC2235                          STATION RECOVERY (1958)
 RC2235
 RC2235'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 RC2235'RECOVERED AS DESCRIBED BY NGS.  ALL MARKS IN GOOD CONDITION.
 RC2235'
 RC2235'1975 NOTE FROM NGS FORM 526--LOT HAS BEEN DESTROYED.  NEW TO
 RC2235'REACH AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD4030 ***********************************************************************
 RD4030  DESIGNATION -  GRASSY
 RD4030  PID         -  RD4030
 RD4030  STATE/COUNTY-  OR/COLUMBIA
 RD4030  USGS QUAD   -  ST HELENS (1990)
 RD4030
 RD4030                         *CURRENT SURVEY CONTROL
 RD4030  ___________________________________________________________________
 RD4030* NAD 83(1991)-  45 46 20.80501(N)    122 46 24.31095(W)     ADJUSTED  
 RD4030* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 RD4030  ___________________________________________________________________
 RD4030  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 RD4030  GEOID HEIGHT-         -22.56  (meters)                     GEOID03
 RD4030  HORZ ORDER  -  THIRD
 RD4030
 RD4030.The horizontal coordinates were established by classical geodetic methods
 RD4030.and adjusted by the National Geodetic Survey in October 1991.
 RD4030
 RD4030.The orthometric height was scaled from a topographic map.
 RD4030
 RD4030.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD4030
 RD4030.The geoid height was determined by GEOID03.
 RD4030
 RD4030;                    North         East     Units Scale Factor Converg.
 RD4030;SPC OR N     -   236,490.578 2,323,205.044   MT  0.99995011   -1 36 44.2
 RD4030;SPC OR N     -   775,887.72  7,622,063.79   iFT  0.99995011   -1 36 44.2
 RD4030;SPC WA S     -    51,356.043   323,194.831   MT  1.00001436   -1 39 05.0
 RD4030;SPC WA S     -   168,490.62  1,060,348.37   sFT  1.00001436   -1 39 05.0
 RD4030;UTM  10      - 5,068,790.130   517,616.417   MT  0.99960382   +0 09 44.5
 RD4030
 RD4030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD4030!SPC OR N     -   1.00000213  x   0.99995011  =   0.99995224
 RD4030!SPC WA S     -   1.00000213  x   1.00001436  =   1.00001649
 RD4030!UTM  10      -   1.00000213  x   0.99960382  =   0.99960595
 RD4030
 RD4030:                Primary Azimuth Mark                     Grid Az
 RD4030:SPC OR N     -  C USE 1912                               044 32 46.8
 RD4030:SPC WA S     -  C USE 1912                               044 35 07.6
 RD4030:UTM  10      -  C USE 1912                               042 46 18.1
 RD4030
 RD4030|---------------------------------------------------------------------|
 RD4030| PID    Reference Object                     Distance      Geod. Az  |
 RD4030|                                                           dddmmss.s |
 RD4030| RD3935 C USE 1912                          APPROX. 0.9 KM 0425602.6 |
 RD4030| RD2792 LARGE WHITE HSE CHY 1913            APPROX. 2.4 KM 1172357.4 |
 RD4030| CE2599 GRASSY RM 1                                        26241     |
 RD4030| RD4024 BATCHELORS PT LT 1913               APPROX. 1.7 KM 3585732.4 |
 RD4030|---------------------------------------------------------------------|
 RD4030
 RD4030                          SUPERSEDED SURVEY CONTROL
 RD4030
 RD4030  NAD 83(1986)-  45 46 20.82473(N)    122 46 24.30973(W) AD(       ) 3
 RD4030  NAD 27      -  45 46 21.39900(N)    122 46 19.94600(W) AD(       ) 3
 RD4030
 RD4030.Superseded values are not recommended for survey control.
 RD4030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4030.See file dsdata.txt to determine how the superseded data were derived.
 RD4030
 RD4030_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1761668790(NAD 83)
 RD4030_MARKER: Z = SEE DESCRIPTION
 RD4030_SETTING: 0 = UNSPECIFIED SETTING
 RD4030
 RD4030  HISTORY     - Date     Condition        Report By
 RD4030  HISTORY     - 1912     MONUMENTED       USE
 RD4030
 RD4030                          STATION DESCRIPTION
 RD4030
 RD4030'DESCRIBED BY US ENGINEERS 1912
 RD4030'IN AN OPEN GRASS-COVERED SPACE 10 METERS FROM THE HIGH-WATER
 RD4030'LINE AND 137 METERS SOUTHERLY FROM THE FENCE OF A CULTIVATED
 RD4030'FIELD.
 RD4030'
 RD4030'THE STATION IS MARKED BY AN IRON PIPE SET IN A CONCRETE PIER
 RD4030'1 FOOT SQUARE AND APPROXIMATELY 8 INCHES DEEP.  THE PIPE IS 3
 RD4030'FEET LONG AND FILLED WITH SAND TO THE BOTTOM OF THE CONCRETE AND
 RD4030'FILLED WITH CONCRETE TO THE TOP INTO WHICH A STATION DISK OF
 RD4030'THE U.S.E. IS SET.  THE PIPE PROJECTS 4 TO 8 INCHES ABOVE THE
 RD4030'CEMENT.
 RD4030'
 RD4030'THE REFERENCE MARK IS SET IN AN IRREGULAR PIER OF CONCRETE,
 RD4030'PROJECTING 6 TO 8 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA1388 ***********************************************************************
 RA1388  DESIGNATION -  GRASSY
 RA1388  PID         -  RA1388
 RA1388  STATE/COUNTY-  OR/WALLOWA
 RA1388  USGS QUAD   -  SLEEPY RIDGE (1990)
 RA1388
 RA1388                         *CURRENT SURVEY CONTROL
 RA1388  ___________________________________________________________________
 RA1388* NAD 83(1991)-  45 31 30.84459(N)    116 38 01.18686(W)     ADJUSTED  
 RA1388* NAVD 88     -      1987.1    (meters)    6519.     (feet)  VERTCON   
 RA1388  ___________________________________________________________________
 RA1388  LAPLACE CORR-          -9.02  (seconds)                    DEFLEC99
 RA1388  GEOID HEIGHT-         -15.53  (meters)                     GEOID03
 RA1388  HORZ ORDER  -  FIRST
 RA1388
 RA1388.The horizontal coordinates were established by classical geodetic methods
 RA1388.and adjusted by the National Geodetic Survey in October 1991.
 RA1388
 RA1388.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1388.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1388
 RA1388.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1388
 RA1388.The geoid height was determined by GEOID03.
 RA1388
 RA1388;                    North         East     Units Scale Factor Converg.
 RA1388;SPC OR N     -   213,754.176 2,801,909.124   MT  0.99991392   +2 44 31.0
 RA1388;SPC OR N     -   701,293.23  9,192,615.24   iFT  0.99991392   +2 44 31.0
 RA1388;SPC ID W     -   429,055.074   730,970.116   MT  0.99999190   -0 37 50.1
 RA1388;SPC ID W     - 1,407,658.19  2,398,191.12   sFT  0.99999190   -0 37 50.1
 RA1388;UTM  11      - 5,041,365.262   528,607.945   MT  0.99961006   +0 15 41.1
 RA1388
 RA1388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1388!SPC OR N     -   0.99969100  x   0.99991392  =   0.99960495
 RA1388!SPC ID W     -   0.99969100  x   0.99999190  =   0.99968291
 RA1388!UTM  11      -   0.99969100  x   0.99961006  =   0.99930118
 RA1388
 RA1388|---------------------------------------------------------------------|
 RA1388| PID    Reference Object                     Distance      Geod. Az  |
 RA1388|                                                           dddmmss.s |
 RA1388| CH7432 GRASSY RM 1                           5.440 METERS 03255     |
 RA1388| CH7433 GRASSY RM 2                          26.770 METERS 12140     |
 RA1388| CH7431 GRASSY AZ MK                                       1904316.2 |
 RA1388|---------------------------------------------------------------------|
 RA1388
 RA1388                          SUPERSEDED SURVEY CONTROL
 RA1388
 RA1388  NAD 83(1986)-  45 31 30.84509(N)    116 38 01.18495(W) AD(       ) 1
 RA1388  NAD 27      -  45 31 31.26536(N)    116 37 57.66343(W) AD(       ) 1
 RA1388  NGVD 29 (07/19/86) 1985.8    (m)         6515.     (f) VERT ANG    3  
 RA1388
 RA1388.Superseded values are not recommended for survey control.
 RA1388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1388.See file dsdata.txt to determine how the superseded data were derived.
 RA1388
 RA1388_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL2860841365(NAD 83)
 RA1388_MARKER: Z = SEE DESCRIPTION
 RA1388_SETTING: 0 = UNSPECIFIED SETTING
 RA1388
 RA1388  HISTORY     - Date     Condition        Report By
 RA1388  HISTORY     - 1945     MONUMENTED       CGS
 RA1388
 RA1388                          STATION DESCRIPTION
 RA1388
 RA1388'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JTJ)
 RA1388'THE STATION IS LOCATED ON THE SUMMIT OF GRASSY KNOLL, ALONG THE W
 RA1388'RIM OF THE SNAKE RIVER, 10 MILES ESE OF IMNAHA, AND ABOUT 6 MILES
 RA1388'NNE OF HAT POINT.  IT IS THE FIRST GRASS-COVERED KNOLL ALONG THE
 RA1388'SUMMIT TRAIL AFTER LEAVING MENALOOSE RANGER STATION.
 RA1388'
 RA1388'THE STATION MARK IS A BRONZE DISK STAMPED GRASSY 1945 AND SET IN
 RA1388'A BURIED BOULDER PROJECTING ABOUT 3 INCHES ABOVE THE GROUND.  IT
 RA1388'IS 145 FEET S OF A LONE TREE, 82 FEET W OF THE E EDGE OF TIMBER
 RA1388'LINE, AND 18 FEET E OF THE HIGHEST PART OF THE HILL.
 RA1388'
 RA1388'NO UNDERGROUND MARK WAS SET.
 RA1388'
 RA1388'REFERENCE MARK 1 IS A BRONZE DISK STAMPED GRASSY NO 1 1945 AND
 RA1388'SET IN OUTCROP PROJECTING 3 INCHES ABOVE THE GROUND.  IT IS 73
 RA1388'FEET W OF THE E EDGE OF THE TIMBER AND 1 FOOT LOWER THAN THE
 RA1388'STATION.
 RA1388'
 RA1388'REFERENCE MARK 2 IS A BRONZE DISK STAMPED GRASSY NO 2 1945 AND
 RA1388'SET IN OUTCROP PROJECTING ABOUT 3 INCHES.  IT IS 35 FEET NE OF A
 RA1388'SMALL GRASSY KNOLL, 3 FEET LOWER THAN THE STATION, AND ON THE E
 RA1388'SHOULDER OF THE HILL.
 RA1388'
 RA1388'THE AZIMUTH MARK IS A BRONZE DISK STAMPED GRASSY 1945 AND SET IN
 RA1388'A BOULDER PROJECTING ABOUT 12 INCHES ABOVE THE GROUND.  IT IS 75
 RA1388'FEET N OF THE TIMBER LINE, 65 FEET NW OF A LONE TREE, 40 FEET SE
 RA1388'OF THE TRAIL LEADING TO SLEEPY CAMP, AND 35 FEET E OF THE SUMMIT
 RA1388'TRAIL.  THE MARK IS LOCATED 1 MILE S OF THE STATION ON THE SUMMIT
 RA1388'TRAIL.
 RA1388'
 RA1388'TO REACH THE STATION FROM IMNAHA, GO UP HILL TOWARD HAT POINT
 RA1388'FOR 22 MILES TO A FORK TO THE LEFT AND CATTLE GUARD, PASS THROUGH
 RA1388'CATTLE GUARD AND FOLLOW THE ROAD FOR 1-1/2 MILES TO ITS END.  BEAR
 RA1388'RIGHT AND PICK UP THE SUMMIT TRAIL AND FOLLOW THE TRAIL FOR ABOUT
 RA1388'7 MILES TO THE GRASS-COVERED KNOLL AND THE STATION AS DESCRIBED
 RA1388'ABOVE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1982 ***********************************************************************
 SC1982  DESIGNATION -  GRASSY ISLAND LIGHT 8A
 SC1982  PID         -  SC1982
 SC1982  STATE/COUNTY-  OR/CLATSOP
 SC1982  USGS QUAD   -  CATHLAMET BAY (1984)
 SC1982
 SC1982                         *CURRENT SURVEY CONTROL
 SC1982  ___________________________________________________________________
 SC1982* NAD 83(1991)-  46 11 34.59854(N)    123 41 25.85849(W)     ADJUSTED  
 SC1982* NAVD 88     -              **(meters)            **(feet)            
 SC1982  ___________________________________________________________________
 SC1982  LAPLACE CORR-          11.90  (seconds)                    DEFLEC99
 SC1982  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 SC1982  HORZ ORDER  -  THIRD
 SC1982
 SC1982.The horizontal coordinates were established by classical geodetic methods
 SC1982.and adjusted by the National Geodetic Survey in October 1991.
 SC1982
 SC1982
 SC1982.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1982
 SC1982.The geoid height was determined by GEOID03.
 SC1982
 SC1982;                    North         East     Units Scale Factor Converg.
 SC1982;SPC OR N     -   285,604.346 2,253,763.061   MT  1.00005481   -2 15 45.6
 SC1982;SPC OR N     -   937,022.13  7,394,235.76   iFT  1.00005481   -2 15 45.6
 SC1982;SPC WA S     -   100,525.452   253,794.994   MT  0.99993789   -2 19 03.3
 SC1982;SPC WA S     -   329,807.25    832,659.08   sFT  0.99993789   -2 19 03.3
 SC1982;UTM  10      - 5,115,716.976   446,717.934   MT  0.99963490   -0 29 54.0
 SC1982
 SC1982                          SUPERSEDED SURVEY CONTROL
 SC1982
 SC1982  NAD 83(1986)-  46 11 34.60990(N)    123 41 25.84830(W) AD(       ) 4
 SC1982  NAD 27      -  46 11 35.22428(N)    123 41 21.35303(W) AD(       ) 3
 SC1982
 SC1982.Superseded values are not recommended for survey control.
 SC1982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1982.See file dsdata.txt to determine how the superseded data were derived.
 SC1982
 SC1982_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS4671815717(NAD 83)
 SC1982
 SC1982  HISTORY     - Date     Condition        Report By
 SC1982  HISTORY     - 1958     MONUMENTED       CGS
 SC1982  HISTORY     - 1984     GOOD             USPSQD
 SC1982
 SC1982                          STATION DESCRIPTION
 SC1982
 SC1982'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (VRS)
 SC1982'LOCATED IN CATHLAMET BAY 3.5 MILES SOUTHEAST OF TONGUE POINT ON
 SC1982'THE NORTH SIDE OF PRAIRIE CHANNEL.
 SC1982'
 SC1982'STATION IS CENTER OF FLASHING WHITE LIGHT ON TOP OF WHITE BOX ON
 SC1982'WHITE PLATFORM ON PILE DOLPHIN.
 SC1982'
 SC1982'LISTED AS NO. 1603 IN THE 1958 PACIFIC COAST LIGHT LIST.
 SC1982
 SC1982                          STATION RECOVERY (1984)
 SC1982
 SC1982'RECOVERY NOTE BY US POWER SQUADRON 1984 (RCC)
 SC1982'UNMARKED STATION RECOVERED IN GOOD CONDITION.
 SC1982'
 SC1982'STATION IS LISTED AS GRASSY ISLAND LIGHT 8.
 SC1982'
 SC1982'AND NUMBER 2052.20 IN THE 1983 PACIFIC COAST LIGHT LIST.  AND SHOWN
 SC1982'AS GRASSY ISLAND LIGHT 8 ON CHART 18521, 53RD ED. REBUILT IN 1961.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1211 ***********************************************************************
 SC1211  DESIGNATION -  GRASSY ISLAND LIGHT 8
 SC1211  PID         -  SC1211
 SC1211  STATE/COUNTY-  OR/CLATSOP
 SC1211  USGS QUAD   -  CATHLAMET BAY (1984)
 SC1211
 SC1211                         *CURRENT SURVEY CONTROL
 SC1211  ___________________________________________________________________
 SC1211* NAD 83(1991)-  46 11 35.42540(N)    123 41 28.22509(W)     ADJUSTED  
 SC1211* NAVD 88     -         6.5    (meters)      21.     (feet)  VERTCON   
 SC1211  ___________________________________________________________________
 SC1211  X           -  -2,453,420.409 (meters)                     COMP
 SC1211  Y           -  -3,679,976.686 (meters)                     COMP
 SC1211  Z           -   4,580,125.683 (meters)                     COMP
 SC1211  LAPLACE CORR-          11.90  (seconds)                    DEFLEC99
 SC1211  ELLIP HEIGHT-         -15.813 (meters)          (10/15/91) ADJUSTED
 SC1211  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 SC1211  HORZ ORDER  -  THIRD
 SC1211  ELLP ORDER  -  FOURTH    CLASS I
 SC1211
 SC1211.The horizontal coordinates were established by GPS observations
 SC1211.and adjusted by the National Geodetic Survey in October 1991.
 SC1211
 SC1211.The NAVD 88 height was computed by applying the VERTCON shift value to
 SC1211.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SC1211
 SC1211.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SC1211
 SC1211.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1211
 SC1211.The ellipsoidal height was determined by GPS observations
 SC1211.and is referenced to NAD 83.
 SC1211
 SC1211.The geoid height was determined by GEOID03.
 SC1211
 SC1211;                    North         East     Units Scale Factor Converg.
 SC1211;SPC OR N     -   285,631.862 2,253,713.360   MT  1.00005488   -2 15 47.3
 SC1211;SPC OR N     -   937,112.41  7,394,072.70   iFT  1.00005488   -2 15 47.3
 SC1211;SPC WA S     -   100,553.012   253,745.325   MT  0.99993786   -2 19 05.0
 SC1211;SPC WA S     -   329,897.67    832,496.12   sFT  0.99993786   -2 19 05.0
 SC1211;UTM  10      - 5,115,742.938   446,667.430   MT  0.99963496   -0 29 55.7
 SC1211
 SC1211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1211!SPC OR N     -   1.00000248  x   1.00005488  =   1.00005736
 SC1211!SPC WA S     -   1.00000248  x   0.99993786  =   0.99994034
 SC1211!UTM  10      -   1.00000248  x   0.99963496  =   0.99963744
 SC1211
 SC1211                          SUPERSEDED SURVEY CONTROL
 SC1211
 SC1211  NAD 83(1986)-  46 11 35.44133(N)    123 41 28.19558(W) AD(       ) 3
 SC1211  NAD 27      -  46 11 36.05045(N)    123 41 23.72546(W) AD(       ) 3
 SC1211  NGVD 29 (07/16/87)    5.5    (m)           18.     (f) GPS OBS     3  
 SC1211
 SC1211.Superseded values are not recommended for survey control.
 SC1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1211.See file dsdata.txt to determine how the superseded data were derived.
 SC1211
 SC1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS4666715743(NAD 83)
 SC1211_MARKER: 14 = NAVIGATION LIGHT
 SC1211_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC1211+SATELLITE: SATELLITE OBSERVATIONS - 1986
 SC1211
 SC1211  HISTORY     - Date     Condition        Report By
 SC1211  HISTORY     - 1986     FIRST OBSERVED   USCG
 SC1211
 SC1211                          STATION DESCRIPTION
 SC1211
 SC1211'DESCRIBED BY US COAST GUARD 1986 (MRM)
 SC1211'LIGHT IS LOCATED IN PRAIRIE CHANNEL, CATHLAMET BAY, NW OF SVENSEN.
 SC1211'IT IS NUMBER 14760 IN THE CG LIGHT LIST, VOL. VI, PACIFIC COAST AND
 SC1211'PACIFIC ISLANDS, 1987.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0896 ***********************************************************************
 OA0896  DESIGNATION -  GRASSY KNOB
 OA0896  PID         -  OA0896
 OA0896  STATE/COUNTY-  OR/CURRY
 OA0896  USGS QUAD   -  FATHER MOUNTAIN (1996)
 OA0896
 OA0896                         *CURRENT SURVEY CONTROL
 OA0896  ___________________________________________________________________
 OA0896* NAD 83(1991)-  42 44 53.46603(N)    124 22 34.10719(W)     ADJUSTED  
 OA0896* NAVD 88     -       717.0    (meters)    2352.     (feet)  VERTCON   
 OA0896  ___________________________________________________________________
 OA0896  LAPLACE CORR-          14.49  (seconds)                    DEFLEC99
 OA0896  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 OA0896  HORZ ORDER  -  SECOND
 OA0896
 OA0896.The horizontal coordinates were established by classical geodetic methods
 OA0896.and adjusted by the National Geodetic Survey in October 1991.
 OA0896
 OA0896.The NAVD 88 height was computed by applying the VERTCON shift value to
 OA0896.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OA0896
 OA0896.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA0896
 OA0896.The geoid height was determined by GEOID03.
 OA0896
 OA0896;                    North         East     Units Scale Factor Converg.
 OA0896;SPC OR S     -   127,480.196 1,182,786.326   MT  0.99992137   -2 39 06.7
 OA0896;SPC OR S     -   418,242.11  3,880,532.57   iFT  0.99992137   -2 39 06.7
 OA0896;UTM  10      - 4,733,769.941   387,375.191   MT  0.99975605   -0 56 03.1
 OA0896
 OA0896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA0896!SPC OR S     -   0.99989171  x   0.99992137  =   0.99981309
 OA0896!UTM  10      -   0.99989171  x   0.99975605  =   0.99964779
 OA0896
 OA0896:                Primary Azimuth Mark                     Grid Az
 OA0896:SPC OR S     -  EDSON BUTTE LOT GUARD DWELLING           016 35 06.9
 OA0896:UTM  10      -  EDSON BUTTE LOT GUARD DWELLING           014 52 03.3
 OA0896
 OA0896|---------------------------------------------------------------------|
 OA0896| PID    Reference Object                     Distance      Geod. Az  |
 OA0896|                                                           dddmmss.s |
 OA0896| OA0917 EDSON BUTTE LOT GUARD DWELLING      APPROX.14.2 KM 0135600.2 |
 OA0896| OA0885 SUGAR LOAF LOOKOUT TOWER            APPROX.15.3 KM 0490832.8 |
 OA0896| OA0919 MT BUTLER LOOKOUT TOWER             APPROX. 9.7 KM 0772159.9 |
 OA0896| OA0888 BARKLOW LOOKOUT TOWER               APPROX.17.4 KM 0885439.9 |
 OA0896| CD8592 GRASSY KNOB RM 1                      2.095 METERS 09220     |
 OA0896| CD8593 GRASSY KNOB RM 2                     10.428 METERS 25621     |
 OA0896| OA0911 GRASSY KNOB LOOKOUT TOWER             6.764 METERS 27811     |
 OA0896| CD8591 GRASSY KNOB AZ MK                                  3234921.4 |
 OA0896|---------------------------------------------------------------------|
 OA0896
 OA0896                          SUPERSEDED SURVEY CONTROL
 OA0896
 OA0896  NAD 83(1986)-  42 44 53.44434(N)    124 22 34.14001(W) AD(       ) 2
 OA0896  NAD 27      -  42 44 54.05800(N)    124 22 29.76600(W) AD(       ) 2
 OA0896  NGVD 29 (07/19/86)  715.9    (m)         2349.     (f) VERT ANG    3  
 OA0896
 OA0896.Superseded values are not recommended for survey control.
 OA0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0896.See file dsdata.txt to determine how the superseded data were derived.
 OA0896
 OA0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN8737533770(NAD 83)
 OA0896_MARKER: Z = SEE DESCRIPTION
 OA0896_SETTING: 0 = UNSPECIFIED SETTING
 OA0896
 OA0896  HISTORY     - Date     Condition        Report By
 OA0896  HISTORY     - 1942     MONUMENTED       CGS
 OA0896  HISTORY     - 19861117 POOR             NGS
 OA0896
 OA0896                          STATION DESCRIPTION
 OA0896
 OA0896'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JCS)
 OA0896'STATION IS LOCATED IN THE SISKIYOU NATIONAL FOREST, ON THE SAME
 OA0896'MOUNTAIN AS THE U.S. FOREST SERVICE LOOKOUT, GRASSY KNOB.  THIS
 OA0896'IS A BALD TOP MOUNTAIN ON THE DIVIDE BETWEEN DRY CREEK AND ELK
 OA0896'RIVER, BY AIR LINE DISTANCES ABOUT 6 MILES E OF PORT ORFORD, 7
 OA0896'MILES SE OF SIXES AND 12 MILES SSE OF LANGLOIS.
 OA0896'
 OA0896'THE STATION IS MARKED BY A BRONZE TRIANGULATION STATION DISK,
 OA0896'STAMPED GRASSY KNOB 1942, CEMENTED IN A DRILL HOLE IN OUTCROPPING
 OA0896'BEDROCK ON THE HIGHEST POINT OF THE HILL, 22.2 FEET E OF THE
 OA0896'CENTER OF THE LOOKOUT, AND ABOUT 100 FEET SW OF A DWELLING HOUSE.
 OA0896'
 OA0896'REFERENCE MARK NO.1 IS E OF THE STATION AND ABOUT 1 FOOT
 OA0896'LOWER.  MARKED BY A BRONZE REFERENCE MARK DISK, STAMPED GRASSY
 OA0896'KNOB NO.1 1942, CEMENTED IN A DRILL HOLE IN BEDROCK.
 OA0896'
 OA0896'REFERENCE MARK NO.2 IS WSW OF THE STATION, ABOUT 2 FEET LOWER,
 OA0896'ABOUT 5 FEET SW OF THE SW CORNER OF THE LOOKOUT HOUSE.  MARKED BY
 OA0896'A BRONZE REFERENCE MARK DISK, STAMPED GRASSY KNOB NO.2 1942,
 OA0896'CEMENTED IN A DRILL HOLE IN OUTCROPPING ROCK.
 OA0896'
 OA0896'THE AZIMUTH MARK IS NW OF THE STATION, ON TOP OF A HILL THAT IS
 OA0896'ABOUT 100 FEET LOWER THAN THE STATION.  THIS PEAK IS THE
 OA0896'FURTHERMOST POINT OF THE RIDGE TO THE NW, WHERE THE RIDGE BENDS W,
 OA0896'AND IS ABOUT 150 YARDS NW OF THE 4-MILE SIGN ON THE FOREST SERVICE
 OA0896'TRAIL.  MARKED BY A BRONZE AZIMUTH MARK DISK, STAMPED GRASSY KNOB
 OA0896'1942, WELDED TO THE TOP OF A 2-INCH IRON PIPE THAT IS EMBEDDED
 OA0896'IN THE GROUND AND THAT PROJECTS ABOUT 8 INCHES.
 OA0896'
 OA0896'TO REACH FROM PORT ORFORD, GO N ON U.S. HIGHWAY 101 FOR 4.7
 OA0896'MILES TO A SIGN GRASSY KNOB ON THE W SIDE OF THE HIGHWAY AND A DIRT
 OA0896'ROAD LEADING E.  TURN RIGHT (E) ON THIS NARROW ROAD AND FOLLOW
 OA0896'IT 0.9 MILE TO A ROAD FORKS.  TAKE RIGHT FORK 0.3 MILE AND PASS
 OA0896'THROUGH A GATE.  CONTINUE ALONG ROAD ALONG LEFT SIDE OF RAIL
 OA0896'FENCE 0.5 MILE TO ANOTHER GATE WHERE A BARN STANDS TO RIGHT.
 OA0896'THIS IS THE STEINER RANCH.  PASS THROUGH THIS GATE AND FOLLOW
 OA0896'NARROW ROAD, 2.8 MILES TO A FORKS.  TAKE RIGHT FORK,
 OA0896'DOWNHILL, 0.1 MILE TO END OF ROAD AT SIGNS GRASSY KNOB TRAIL
 OA0896'AND GRASSY KNOB L.O.  4 1/2.  LEAVE TRUCK AND FOLLOW
 OA0896'WELL-DEFINED TRAIL SE 4-1/2 MILES TO THE LOOKOUT AND THE
 OA0896'STATION.
 OA0896
 OA0896                          STATION RECOVERY (1986)
 OA0896
 OA0896'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (MC)
 OA0896'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0911 ***********************************************************************
 OA0911  DESIGNATION -  GRASSY KNOB LOOKOUT TOWER
 OA0911  PID         -  OA0911
 OA0911  STATE/COUNTY-  OR/CURRY
 OA0911  USGS QUAD   -  PORT ORFORD (1996)
 OA0911
 OA0911                         *CURRENT SURVEY CONTROL
 OA0911  ___________________________________________________________________
 OA0911* NAD 83(1991)-  42 44 53.49721(N)    124 22 34.40158(W)     ADJUSTED  
 OA0911* NAVD 88     -              **(meters)            **(feet)            
 OA0911  ___________________________________________________________________
 OA0911  LAPLACE CORR-          14.49  (seconds)                    DEFLEC99
 OA0911  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 OA0911  HORZ ORDER  -  THIRD
 OA0911
 OA0911.The horizontal coordinates were established by classical geodetic methods
 OA0911.and adjusted by the National Geodetic Survey in October 1991.
 OA0911
 OA0911
 OA0911.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA0911
 OA0911.The geoid height was determined by GEOID03.
 OA0911
 OA0911;                    North         East     Units Scale Factor Converg.
 OA0911;SPC OR S     -   127,481.466 1,182,779.683   MT  0.99992136   -2 39 06.9
 OA0911;SPC OR S     -   418,246.28  3,880,510.77   iFT  0.99992136   -2 39 06.9
 OA0911;UTM  10      - 4,733,771.012   387,368.514   MT  0.99975607   -0 56 03.3
 OA0911
 OA0911                          SUPERSEDED SURVEY CONTROL
 OA0911
 OA0911  NAD 83(1986)-  42 44 53.47553(N)    124 22 34.43445(W) AD(       ) 4
 OA0911  NAD 27      -  42 44 54.08900(N)    124 22 30.06100(W) AD(       ) 3
 OA0911
 OA0911.Superseded values are not recommended for survey control.
 OA0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0911.See file dsdata.txt to determine how the superseded data were derived.
 OA0911
 OA0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN8736933771(NAD 83)
 OA0911
 OA0911  HISTORY     - Date     Condition        Report By
 OA0911  HISTORY     - 1942     MONUMENTED       CGS
 OA0911
 OA0911                          STATION DESCRIPTION
 OA0911
 OA0911'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JCS)
 OA0911'THIS UNOCCUPIED INTERSECTION STATION WAS LOCATED BY INTERSECTION,
 OA0911'AND ALSO BY A DIRECT CONNECTION TO TRIANGULATION STATION GRASSY
 OA0911'KNOB.
 OA0911'
 OA0911'IT IS THE U.S. FOREST SERVICE LOOKOUT HOUSE ON GRASSY KNOB
 OA0911'MOUNTAIN, LOCATED ON THE DIVIDE BETWEEN DRY CREEK AND ELK RIVER,
 OA0911'BY AIR LINE DISTANCES ABOUT 6 MILES E OF PORT ORFORD, 7 MILES SE
 OA0911'OF SIXES, AND 12 MILES SSE OF LANGLOIS.
 OA0911'
 OA0911'THE LOOKOUT HOUSE IS ABOUT 12 FEET SQUARE AND 12 FEET HIGH.  THE
 OA0911'ROOF IS PYRAMID SHAPED, WITH THE APEX AT THE CENTER OF THE
 OA0911'HOUSE.  A SMALL FINIAL SURMOUNTS THIS APEX, WHICH WAS THE POINT
 OA0911'INTERSECTED.  THE LOOKOUT HOUSE STANDS ON THE HIGHEST PART OF THE
 OA0911'MOUNTAIN, AND IS ABOUT 100 FEET WSW OF A DWELLING HOUSE.
 OA0911'
 OA0911'TRIANGULATION STATION GRASSY KNOB IS 22.2 FEET E OF THE CENTER
 OA0911'OF THE HOUSE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH1183 ***********************************************************************
 OH1183  DESIGNATION -  GRASSY MTN
 OH1183  PID         -  OH1183
 OH1183  STATE/COUNTY-  OR/MALHEUR
 OH1183  USGS QUAD   -  GRASSY MTN (1967)
 OH1183
 OH1183                         *CURRENT SURVEY CONTROL
 OH1183  ___________________________________________________________________
 OH1183* NAD 83(1991)-  43 38 19.74579(N)    117 21 53.43085(W)     ADJUSTED  
 OH1183* NAVD 88     -      1380.7    (meters)    4530.     (feet)  VERTCON   
 OH1183  ___________________________________________________________________
 OH1183  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 OH1183  GEOID HEIGHT-         -17.73  (meters)                     GEOID03
 OH1183  HORZ ORDER  -  SECOND
 OH1183
 OH1183.The horizontal coordinates were established by classical geodetic methods
 OH1183.and adjusted by the National Geodetic Survey in October 1991.
 OH1183
 OH1183.The NAVD 88 height was computed by applying the VERTCON shift value to
 OH1183.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OH1183
 OH1183.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1183
 OH1183.The geoid height was determined by GEOID03.
 OH1183
 OH1183;                    North         East     Units Scale Factor Converg.
 OH1183;SPC OR S     -   223,809.165 1,752,902.269   MT  0.99992825   +2 08 41.7
 OH1183;SPC OR S     -   734,282.04  5,750,991.70   iFT  0.99992825   +2 08 41.7
 OH1183;UTM  11      - 4,831,823.114   470,572.255   MT  0.99961065   -0 15 06.4
 OH1183
 OH1183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1183!SPC OR S     -   0.99978632  x   0.99992825  =   0.99971459
 OH1183!UTM  11      -   0.99978632  x   0.99961065  =   0.99939706
 OH1183
 OH1183:                Primary Azimuth Mark                     Grid Az
 OH1183:SPC OR S     -  DOUBLE                                   006 40 52.9
 OH1183:UTM  11      -  DOUBLE                                   009 04 41.0
 OH1183
 OH1183|---------------------------------------------------------------------|
 OH1183| PID    Reference Object                     Distance      Geod. Az  |
 OH1183|                                                           dddmmss.s |
 OH1183| OH1188 DOUBLE                              APPROX.16.3 KM 0084934.6 |
 OH1183| CD6645 GRASSY MTN RM 1                      14.676 METERS 03204     |
 OH1183| CD6646 GRASSY MTN RM 2                      15.088 METERS 12250     |
 OH1183|---------------------------------------------------------------------|
 OH1183
 OH1183                          SUPERSEDED SURVEY CONTROL
 OH1183
 OH1183  NAD 83(1986)-  43 38 19.74856(N)    117 21 53.42674(W) AD(       ) 2
 OH1183  NAD 27      -  43 38 20.15754(N)    117 21 49.81204(W) AD(       ) 2
 OH1183  NGVD 29 (07/19/86) 1379.6    (m)         4526.     (f) VERT ANG    3  
 OH1183
 OH1183.Superseded values are not recommended for survey control.
 OH1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1183.See file dsdata.txt to determine how the superseded data were derived.
 OH1183
 OH1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ7057231823(NAD 83)
 OH1183_MARKER: DS = TRIANGULATION STATION DISK
 OH1183_SETTING: 80 = SET IN A BOULDER
 OH1183_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 OH1183
 OH1183  HISTORY     - Date     Condition        Report By
 OH1183  HISTORY     - 1967     MONUMENTED       USGS
 OH1183
 OH1183                          STATION DESCRIPTION
 OH1183
 OH1183'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 OH1183'LOCATED 25 MI S. OF VALE, 6 MI W. OF OWYHEE DAM, 5 MI N. OF DRY
 OH1183'CREEK.  ON SOUTHWEST PART OF GRASSY MTN OVERLOOKING OXBOW BASIN.
 OH1183'
 OH1183'TO REACH FROM INTERSECTION OF HWY. 20 AND BULLY CREEK RESERVOIR
 OH1183'RD. AT WEST EDGE OF VALE, GO W. ON HWY. 20 3.7 MI TO T-RD.  TURN
 OH1183'LEFT (S.) 2.2 MI TO RD. INTERSECTION.  TAKE LEFT TURN ON GRAVEL
 OH1183'RD. (SIGN POINTING TO DRY CREEK) 0.5 MI TO Y-RD.  TURN LEFT
 OH1183'THROUGH WOODEN GATE AND FOLLOW MAIN RD. TOWARD DRY CREEK 11.6 MI
 OH1183'TO RD. JCT., CONTINUE STRAIGHT AHEAD (S.) 4.3 MI TO RD. JCT. TO
 OH1183'LAKE OWYHEE, CONTINUE STRAIGHT AHEAD (SW.) 0.9 MI TO DIRT RD. S.
 OH1183'ALONG DRAIN.  GO S. ALONG THIS RD. KEEPING TO LEFT 2.3 MI TO GATE.
 OH1183'GO THROUGH GATE 0.8 MI TO DRAIN, CROSS MAIN DRAIN AND FOLLOW RD.
 OH1183'0.5 MI THEN FOLLOW UP SMALL DRAIN E. AND N. INTO SADDLE, THENCE
 OH1183'E. UPHILL INTO LARGE SADDLE.  FROM THIS POINT GO CROSS-COUNTRY
 OH1183'(4-WHEEL DRIVE) SW. AROUND RIM ROCK (STAYING LOW ON SIDE HILL)
 OH1183'AND CROSS INTO SADDLE (ABOUT 1 MI).  FROM SADDLE GO S. ON EAST
 OH1183'SIDE HILL AND CROSS TOP OF DRAIN 1 MI TO STATION ON HIGHEST POINT
 OH1183'ON EAST END OF GRASSY MTN.
 OH1183'
 OH1183'STATION MARK--STANDARD TABLET STAMPED---GRASSY MTN 1967---, SET IN
 OH1183'ROCK PROJECTING 0.3 FT ABOVE GROUND.
 OH1183'
 OH1183'RM 1--STANDARD RM TABLET STAMPED---RM NO 1 1967---, SET IN ROCK
 OH1183'PROJECTING 0.2 FT ABOVE GROUND.
 OH1183'
 OH1183'RM 2--STANDARD RM TABLET STAMPED---RM NO 2 1967---, SET IN ROCK
 OH1183'PROJECTING 0.2 FT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2406 ***********************************************************************
 QE2406  DESIGNATION -  GRAVE
 QE2406  PID         -  QE2406
 QE2406  STATE/COUNTY-  OR/LINCOLN
 QE2406  USGS QUAD   -  LINCOLN CITY (1984)
 QE2406
 QE2406                         *CURRENT SURVEY CONTROL
 QE2406  ___________________________________________________________________
 QE2406* NAD 83(1991)-  44 56 12.20405(N)    124 01 23.16158(W)     ADJUSTED  
 QE2406* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 QE2406  ___________________________________________________________________
 QE2406  LAPLACE CORR-          20.80  (seconds)                    DEFLEC99
 QE2406  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 QE2406  HORZ ORDER  -  THIRD
 QE2406
 QE2406.The horizontal coordinates were established by classical geodetic methods
 QE2406.and adjusted by the National Geodetic Survey in October 1991.
 QE2406
 QE2406.The orthometric height was scaled from a topographic map.
 QE2406
 QE2406.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2406
 QE2406.The geoid height was determined by GEOID03.
 QE2406
 QE2406;                    North         East     Units Scale Factor Converg.
 QE2406;SPC OR N     -   147,192.205 2,222,024.267   MT  0.99990274   -2 29 54.7
 QE2406;SPC OR N     -   482,914.06  7,290,105.86   iFT  0.99990274   -2 29 54.7
 QE2406;UTM  10      - 4,976,430.302   419,275.315   MT  0.99968013   -0 43 21.7
 QE2406
 QE2406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2406!SPC OR N     -   1.00000224  x   0.99990274  =   0.99990497
 QE2406!UTM  10      -   1.00000224  x   0.99968013  =   0.99968236
 QE2406
 QE2406:                Primary Azimuth Mark                     Grid Az
 QE2406:SPC OR N     -  TAFT                                     179 33 10.6
 QE2406:UTM  10      -  TAFT                                     177 46 37.6
 QE2406
 QE2406|---------------------------------------------------------------------|
 QE2406| PID    Reference Object                     Distance      Geod. Az  |
 QE2406|                                                           dddmmss.s |
 QE2406| QE2407 TAFT                                APPROX. 0.7 KM 1770315.9 |
 QE2406| QE1135 GRAVE RM 1                           61.701 METERS 29518     |
 QE2406| QE2401 SURF                                295.467 METERS 29614     |
 QE2406| CE1538 GRAVE RM 2                          101.500 METERS 32652     |
 QE2406| QE2404 COT                                 316.189 METERS 34337     |
 QE2406|---------------------------------------------------------------------|
 QE2406
 QE2406                          SUPERSEDED SURVEY CONTROL
 QE2406
 QE2406  NAD 83(1986)-  44 56 12.25529(N)    124 01 23.18553(W) AD(       ) 3
 QE2406  NAD 83(1986)-  44 56 12.28052(N)    124 01 23.18478(W) AD(       ) 3
 QE2406  NAD 27      -  44 56 12.90200(N)    124 01 18.76500(W) AD(       ) 3
 QE2406
 QE2406.Superseded values are not recommended for survey control.
 QE2406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2406.See file dsdata.txt to determine how the superseded data were derived.
 QE2406
 QE2406_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ1927576430(NAD 83)
 QE2406_MARKER: Z = SEE DESCRIPTION
 QE2406_SETTING: 0 = UNSPECIFIED SETTING
 QE2406
 QE2406  HISTORY     - Date     Condition        Report By
 QE2406  HISTORY     - 1927     MONUMENTED       CGS
 QE2406  HISTORY     - 1941     SEE DESCRIPTION  CGS
 QE2406  HISTORY     - 1947     SEE DESCRIPTION  ORDT
 QE2406  HISTORY     - 1952     SEE DESCRIPTION  CGS
 QE2406
 QE2406                          STATION DESCRIPTION
 QE2406
 QE2406'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (GLB)
 QE2406'THIS STATION IS LOCATED 5 METERS W OF THE EDGE OF THE CEMETERY ON
 QE2406'A BALD HILL ABOUT 1 MILE N OF THE TOWN OF TAFT, AND 50 METERS E OF
 QE2406'THE ROOSEVELT HIGHWAY.
 QE2406'
 QE2406'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 QE2406'CONCRETE IN THE TOPS OF TILES WHICH ARE EMBEDDED IN THE GROUND.
 QE2406'
 QE2406'THE UNDERGROUND MARK IS A STANDARD DISK SET IN CONCRETE, 3 FEET
 QE2406'BELOW THE SURFACE.
 QE2406'
 QE2406'REFERENCE MARK NO.1 IS ABOUT 3 METERS W OF HIGHWAY.
 QE2406'
 QE2406'REFERENCE MARK NO.2 IS ABOUT 25 METERS W OF HIGHWAY.
 QE2406
 QE2406                          STATION RECOVERY (1941)
 QE2406
 QE2406'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (LAM)
 QE2406'REFERENCE MARK 1 GRAVE WAS SEEN IN 1941 AND IT WAS LEVELED ON BY
 QE2406'U.S.C. AND G.S. PARTY.  I EXAMINED THE MARK, BUT DID NOT LOOK FOR
 QE2406'OR SEE THE STATION AND REFERENCE MARK NO.2.  BENCH MARK DESCRIPTION
 QE2406'OF REFERENCE MARK NO.1 IS AS FOLLOWS--
 QE2406'
 QE2406'REFERENCE MARK 1 GRAVE--ABOUT 0.8 MILE S OF MELSCOTT ON OREGON
 QE2406'COAST HIGHWAY, AT SMALL SUMMIT, NEAR SURVEY STATION 1050+50, 50
 QE2406'FEET W OF HIGHWAY.  DISK, STAMPED GRAVE NO.1 1927, IN CONCRETE
 QE2406'POST.
 QE2406
 QE2406                          STATION RECOVERY (1947)
 QE2406
 QE2406'RECOVERY NOTE BY OREGON DEPARTMENT OF TRANSPORTATION 1947
 QE2406'LETTER FROM LEWIS A. MC ARTHUR, DATED 4/5/47, TO SECTION OF
 QE2406'LEVELING, CONTAINS THE FOLLOWING--
 QE2406'
 QE2406'REFERENCE MARK GRAVE 1 AT A POINT ABOUT 0.8 MILE S OF
 QE2406'NELSCOTT.  PROBABLY DESTROYED.  SEVERAL PARTIES HAVE SEARCHED FOR
 QE2406'THIS MARK IN 1945-6, UNSUCCESSFULLY.  THE GROUND HAS BEEN CLEARED.
 QE2406
 QE2406                          STATION RECOVERY (1952)
 QE2406
 QE2406'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (HGC)
 QE2406'A CURSORY SEARCH WAS MADE BY FOUR MEN AND THE STATION MARK WAS NOT
 QE2406'FOUND.  THE GRAVEYARD HAS EXPANDED SINCE 1927 AND IS POORLY
 QE2406'MAINTAINED.  A DENSE GROWTH OF UNDERBRUSH AND SMALL TREES LIE
 QE2406'ALONG THE W BORDER AND A NEW ROAD MAY HAVE BEEN CUT THROUGH THE
 QE2406'AREA.  THE STATION MARK, IF EXISTING, WILL REQUIRE CONSIDERABLE
 QE2406'CLEARING TO BE USEFUL.
 QE2406'
 QE2406'REFERENCE MARK 1 WAS NOT RECOVERED ALTHOUGH ALMOST ITS EXACT
 QE2406'LOCATION WAS KNOWN.  THIS MARK IS PRESUMED LOST.
 QE2406'
 QE2406'REFERENCE MARK 2 WAS NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1978 ***********************************************************************
 RD1978  DESIGNATION -  GRAVEL
 RD1978  PID         -  RD1978
 RD1978  STATE/COUNTY-  OR/TILLAMOOK
 RD1978  USGS QUAD   -  FOLEY PEAK (1985)
 RD1978
 RD1978                         *CURRENT SURVEY CONTROL
 RD1978  ___________________________________________________________________
 RD1978* NAD 83(1991)-  45 44 56.66724(N)    123 50 21.25732(W)     ADJUSTED  
 RD1978* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 RD1978  ___________________________________________________________________
 RD1978  LAPLACE CORR-          19.25  (seconds)                    DEFLEC99
 RD1978  GEOID HEIGHT-         -22.15  (meters)                     GEOID03
 RD1978  HORZ ORDER  -  THIRD
 RD1978
 RD1978.The horizontal coordinates were established by classical geodetic methods
 RD1978.and adjusted by the National Geodetic Survey in October 1991.
 RD1978
 RD1978.The orthometric height was scaled from a topographic map.
 RD1978
 RD1978.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1978
 RD1978.The geoid height was determined by GEOID03.
 RD1978
 RD1978;                    North         East     Units Scale Factor Converg.
 RD1978;SPC OR N     -   236,774.089 2,240,252.850   MT  0.99994588   -2 22 05.3
 RD1978;SPC OR N     -   776,817.88  7,349,910.93   iFT  0.99994588   -2 22 05.3
 RD1978;UTM  10      - 5,066,510.985   434,722.781   MT  0.99965239   -0 36 04.2
 RD1978
 RD1978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1978!SPC OR N     -   1.00000205  x   0.99994588  =   0.99994793
 RD1978!UTM  10      -   1.00000205  x   0.99965239  =   0.99965444
 RD1978
 RD1978|---------------------------------------------------------------------|
 RD1978| PID    Reference Object                     Distance      Geod. Az  |
 RD1978|                                                           dddmmss.s |
 RD1978| RD1194 K 47                                 42.098 METERS 21520     |
 RD1978| DD9716 GRAVEL AZ MK                                       2750247.8 |
 RD1978| DD9717 GRAVEL RM 1                          21.720 METERS 29715     |
 RD1978|---------------------------------------------------------------------|
 RD1978
 RD1978                          SUPERSEDED SURVEY CONTROL
 RD1978
 RD1978  NAD 83(1986)-  45 44 56.69220(N)    123 50 21.24849(W) AD(       ) 3
 RD1978  NAD 27      -  45 44 57.30100(N)    123 50 16.78500(W) AD(       ) 3
 RD1978
 RD1978.Superseded values are not recommended for survey control.
 RD1978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1978.See file dsdata.txt to determine how the superseded data were derived.
 RD1978
 RD1978_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR3472366511(NAD 83)
 RD1978_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RD1978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD1978_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RD1978
 RD1978  HISTORY     - Date     Condition        Report By
 RD1978  HISTORY     - 1954     MONUMENTED       CGS
 RD1978
 RD1978                          STATION DESCRIPTION
 RD1978
 RD1978'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (FN)
 RD1978'LOCATED 4.4 MILES NORTHEAST OF THE POST OFFICE AT WHEELER ON THE
 RD1978'EAST SIDE OF STATE HIGHWAY 53, 42.1 METERS NORTH OF THE NORTHEAST
 RD1978'CORNER OF THE BRIDGE OVER GRAVEL CREEK, 15.2 METERS NORTH OF A
 RD1978'POWER LINE POLE ON THE EAST SIDE OF THE HIGHWAY, 12.80 METERS WEST
 RD1978'OF THE NORTHWEST CORNER OF A DWELLING, 9.7 METERS SOUTHWEST OF
 RD1978'THE INTERSECTION OF HIGHWAY AND DRIVE TO DWELLING, 8.8 METERS
 RD1978'EAST OF CENTERLINE OF HIGHWAY, 3.8 METERS SOUTH OF CENTERLINE OF
 RD1978'DRIVE, 0.9 METER WEST OF FENCE AND 0.69 METER WEST OF 4X4-INCH
 RD1978'WHITE WITNESS POST PROJECTING 2 FEET.
 RD1978'
 RD1978'SURFACE MARK IS A STANDARD TRIANGULATION DISK STAMPED GRAVEL 1954
 RD1978'SET IN ACCORDANCE WITH NOTE 1B AND FLUSH WITH THE SURFACE.
 RD1978'
 RD1978'SUB-SURFACE MARK IS A STANDARD TRIANGULATION DISK STAMPED GRAVEL
 RD1978'1954 SET IN AN IRREGULAR MASS OF CONCRETE 3-1/2 FEET BELOW THE
 RD1978'SURFACE.
 RD1978'
 RD1978'REFERENCE MARK NO. 1 IS WEST OF THE STATION, 44.5 METERS NORTH OF
 RD1978'THE NORTHEAST CORNER OF THE BRIDGE OVER GRAVEL CREEK, 12.2 METERS
 RD1978'WEST OF THE INTERSECTION OF HIGHWAY AND DRIVE, 5.6 METERS WEST OF
 RD1978'KNIGHTS MAILBOX, 0.55 METER EAST OF PASTURE FENCE AND 0.47 METER
 RD1978'EAST OF 4X4-INCH WHITE WITNESS POST PROJECTING 2 FEET.  IT IS A
 RD1978'STANDARD REFERENCE DISK STAMPED GRAVEL NO 1 1954 SET IN THE TOP
 RD1978'OF A 6-INCH CONCRETE TILE PROJECTING 6 INCHES.
 RD1978'
 RD1978'REFERENCE MARK NO. 2 IS SET IN THE NORTHEAST WINGWALL OF THE BRIDGE
 RD1978'OVER GRAVEL CREEK AND IS AN OREGON STATE HIGHWAY DEPARTMENT DISK
 RD1978'STAMPED K 47 1930.
 RD1978'
 RD1978'AZIMUTH MARK IS 0.8 MILE WEST OF THE STATION ON THE SOUTHEAST SIDE
 RD1978'OF THE ROAD FROM NEHALEM TO NEHALEM JUNCTION, ABOUT 50 FEET
 RD1978'SOUTHWEST OF A CULVERT AND ON THE WEST SIDE OF FLOYD LUNDBERGS
 RD1978'BARNYARD FENCE.  IT IS A STANDARD AZIMUTH DISK STAMPED GRAVEL 1954
 RD1978'AND SET IN THE TOP OF AN 8-INCH CULVERT TILE FLUSH WITH THE
 RD1978'GROUND.
 RD1978'
 RD1978'TO REACH FROM THE POST OFFICE AT WHEELER, PROCEED NORTH ALONG
 RD1978'U.S. HIGHWAY 101 0.9 MILE TO THE JUNCTION WITH STATE HIGHWAY 53,
 RD1978'THENCE 4.6 MILES ALONG HIGHWAY 53, THROUGH MOHLER AND NEHALEM
 RD1978'JUNCTION TO STATION ON RIGHT-HAND SIDE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0307 ***********************************************************************
 NW0307  DESIGNATION -  GRAVEL
 NW0307  PID         -  NW0307
 NW0307  STATE/COUNTY-  OR/MALHEUR
 NW0307  USGS QUAD   -  ANTELOPE RESERVOIR (1969)
 NW0307
 NW0307                         *CURRENT SURVEY CONTROL
 NW0307  ___________________________________________________________________
 NW0307* NAD 83(1991)-  42 56 47.14528(N)    117 11 49.72785(W)     ADJUSTED  
 NW0307* NAVD 88     -      1418.6    (meters)    4654.     (feet)  VERTCON   
 NW0307  ___________________________________________________________________
 NW0307  LAPLACE CORR-           5.53  (seconds)                    DEFLEC99
 NW0307  GEOID HEIGHT-         -17.24  (meters)                     GEOID03
 NW0307  HORZ ORDER  -  SECOND
 NW0307
 NW0307.The horizontal coordinates were established by classical geodetic methods
 NW0307.and adjusted by the National Geodetic Survey in October 1991.
 NW0307
 NW0307.The NAVD 88 height was computed by applying the VERTCON shift value to
 NW0307.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NW0307
 NW0307.The Laplace correction was computed from DEFLEC99 derived deflections.
 NW0307
 NW0307.The geoid height was determined by GEOID03.
 NW0307
 NW0307;                    North         East     Units Scale Factor Converg.
 NW0307;SPC OR S     -   147,473.037 1,769,455.459   MT  0.99990209   +2 15 34.7
 NW0307;SPC OR S     -   483,835.42  5,805,300.06   iFT  0.99990209   +2 15 34.7
 NW0307;UTM  11      - 4,754,884.734   483,916.948   MT  0.99960318   -0 08 03.5
 NW0307
 NW0307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NW0307!SPC OR S     -   0.99978029  x   0.99990209  =   0.99968240
 NW0307!UTM  11      -   0.99978029  x   0.99960318  =   0.99938355
 NW0307
 NW0307:                Primary Azimuth Mark                     Grid Az
 NW0307:SPC OR S     -  ANDERSON ET                              037 23 36.0
 NW0307:UTM  11      -  ANDERSON ET                              039 47 14.2
 NW0307
 NW0307|---------------------------------------------------------------------|
 NW0307| PID    Reference Object                     Distance      Geod. Az  |
 NW0307|                                                           dddmmss.s |
 NW0307| NW0306 ANDERSON ET                         APPROX. 6.0 KM 0393910.7 |
 NW0307| CD6651 GRAVEL RM 2                          13.756 METERS 13609     |
 NW0307| CD6650 GRAVEL RM 1                          14.485 METERS 29546     |
 NW0307|---------------------------------------------------------------------|
 NW0307
 NW0307                          SUPERSEDED SURVEY CONTROL
 NW0307
 NW0307  NAD 83(1986)-  42 56 47.14711(N)    117 11 49.72562(W) AD(       ) 2
 NW0307  NAD 27      -  42 56 47.58877(N)    117 11 46.20992(W) AD(       ) 2
 NW0307  NGVD 29 (07/19/86) 1417.5    (m)         4651.     (f) VERT ANG    3  
 NW0307
 NW0307.Superseded values are not recommended for survey control.
 NW0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0307.See file dsdata.txt to determine how the superseded data were derived.
 NW0307
 NW0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH8391754885(NAD 83)
 NW0307_MARKER: DD = SURVEY DISK
 NW0307_SETTING: 0 = UNSPECIFIED SETTING
 NW0307
 NW0307  HISTORY     - Date     Condition        Report By
 NW0307  HISTORY     - 1969     MONUMENTED       USGS
 NW0307
 NW0307                          STATION DESCRIPTION
 NW0307
 NW0307'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 NW0307'LOCATED ABOUT 7.6 MI SW. OF JORDAN VALLEY, ABOUT 7.4 MI E. OF
 NW0307'DANNER.  ON LONE HILL E. OF HWY.
 NW0307'
 NW0307'TO REACH FROM JORDAN VALLEY, GO W. ON U.S. HWY. 95 9.7 MI TO
 NW0307'T-RD. SE.  TURN LEFT 0.1 MI TO RD. FORK.  TAKE LEFT FORK 0.15 MI
 NW0307'TO RD. FORK AT FENCE CORNER.  TAKE LEFT FORK UPHILL THROUGH GRAVEL
 NW0307'PIT TO TOP AND STATION.
 NW0307'
 NW0307'STATION MARK--STANDARD BRONZE TABLET STAMPED---GRAVEL 1969---, SET
 NW0307'IN CONCRETE FLUSH WITH GROUND.
 NW0307'
 NW0307'RM 1--STANDARD BRONZE TABLET STAMPED---NO 1 1969---, SET IN
 NW0307'CONCRETE FLUSH WITH GROUND.
 NW0307'
 NW0307'RM 2--STANDARD BRONZE TABLET STAMPED---NO 2 1969---, SET IN
 NW0307'CONCRETE FLUSH WITH GROUND.
 NW0307'
 NW0307'HEIGHT OF INSTRUMENT ABOVE STATION MARK--5.0 FT
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2368 ***********************************************************************
 QE2368  DESIGNATION -  GRAVEL
 QE2368  PID         -  QE2368
 QE2368  STATE/COUNTY-  OR/LINCOLN
 QE2368  USGS QUAD   -  TOLEDO SOUTH (1984)
 QE2368
 QE2368                         *CURRENT SURVEY CONTROL
 QE2368  ___________________________________________________________________
 QE2368* NAD 83(1991)-  44 34 36.47710(N)    123 59 56.33028(W)     ADJUSTED  
 QE2368* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 QE2368  ___________________________________________________________________
 QE2368  LAPLACE CORR-          15.53  (seconds)                    DEFLEC99
 QE2368  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 QE2368  HORZ ORDER  -  THIRD
 QE2368
 QE2368.The horizontal coordinates were established by classical geodetic methods
 QE2368.and adjusted by the National Geodetic Survey in October 1991.
 QE2368
 QE2368.The orthometric height was scaled from a topographic map.
 QE2368
 QE2368.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2368
 QE2368.The geoid height was determined by GEOID03.
 QE2368
 QE2368;                    North         East     Units Scale Factor Converg.
 QE2368;SPC OR N     -   107,152.826 2,222,194.577   MT  0.99994758   -2 28 53.1
 QE2368;SPC OR N     -   351,551.27  7,290,664.62   iFT  0.99994758   -2 28 53.1
 QE2368;UTM  10      - 4,936,425.217   420,687.544   MT  0.99967736   -0 42 04.3
 QE2368
 QE2368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2368!SPC OR N     -   1.00000322  x   0.99994758  =   0.99995080
 QE2368!UTM  10      -   1.00000322  x   0.99967736  =   0.99968058
 QE2368
 QE2368:                Primary Azimuth Mark                     Grid Az
 QE2368:SPC OR N     -  SLOPE                                    023 37 36.1
 QE2368:UTM  10      -  SLOPE                                    021 50 47.3
 QE2368
 QE2368|---------------------------------------------------------------------|
 QE2368| PID    Reference Object                     Distance      Geod. Az  |
 QE2368|                                                           dddmmss.s |
 QE2368| QE2361 SLOPE                               APPROX. 0.5 KM 0210843.0 |
 QE2368| QE2333 LOW                                 APPROX. 0.6 KM 0674105.4 |
 QE2368| QE2354 SHELL                               404.872 METERS 1211440.8 |
 QE2368| QE2389 OLD HOUSE                           APPROX. 1.4 KM 1212341.6 |
 QE2368| QE2479 KING                                394.755 METERS 29225     |
 QE2368| QE2522 OLD WHARF                           APPROX. 0.9 KM 3255216.5 |
 QE2368|---------------------------------------------------------------------|
 QE2368
 QE2368                          SUPERSEDED SURVEY CONTROL
 QE2368
 QE2368  NAD 83(1986)-  44 34 36.51886(N)    123 59 56.38847(W) AD(       ) 3
 QE2368  NAD 27      -  44 34 37.12000(N)    123 59 51.99600(W) AD(       ) 3
 QE2368
 QE2368.Superseded values are not recommended for survey control.
 QE2368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2368.See file dsdata.txt to determine how the superseded data were derived.
 QE2368
 QE2368_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ2068836425(NAD 83)
 QE2368_MARKER: Z = SEE DESCRIPTION
 QE2368_SETTING: 0 = UNSPECIFIED SETTING
 QE2368_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE2368
 QE2368  HISTORY     - Date     Condition        Report By
 QE2368  HISTORY     - 1914     MONUMENTED       CGS
 QE2368  HISTORY     - 1934     SEE DESCRIPTION  ORGS
 QE2368  HISTORY     - 1953     SEE DESCRIPTION  CGS
 QE2368
 QE2368                          STATION DESCRIPTION
 QE2368
 QE2368'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (JWM)
 QE2368'THE STATION IS ON A GRAVEL BEACH AT THE E END OF OYSTER CITY,
 QE2368'BETWEEN THE HIGH AND LOW WATER MARKS.
 QE2368'
 QE2368'THE STATION IS MARKED BY A BOTTLE SET 3 FEET BELOW THE SURFACE,
 QE2368'AND AT THE SURFACE BY A STANDARD DISK SET IN A 1-INCH
 QE2368'GALVANIZED-IRON PIPE.
 QE2368'
 QE2368'THE REFERENCE MARK IS A STANDARD DISK SET IN CONCRETE, AND IS
 QE2368'11.58 METERS S (MAGNETIC).
 QE2368
 QE2368                          STATION RECOVERY (1934)
 QE2368
 QE2368'RECOVERY NOTE BY OREGON GEODETIC SURVEY 1934
 QE2368'STATION IS DESCRIBED AS BEING ON GRAVEL BEACH AT OYSTERVILLE.  THE
 QE2368'ONLY GRAVEL BEACH IS COVERED WITH BARGES, LOGS, HOUSE-BOATS AND
 QE2368'DEBRIS.  NO CHANCE TO FIND STATION.
 QE2368
 QE2368                          STATION RECOVERY (1953)
 QE2368
 QE2368'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (FAR)
 QE2368'AN OLD RESIDENT OF OYSTERVILLE STATED THAT THE STATION HAD BEEN
 QE2368'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB1259 ***********************************************************************
 RB1259  DESIGNATION -  GRAVEL
 RB1259  PID         -  RB1259
 RB1259  STATE/COUNTY-  OR/MORROW
 RB1259  USGS QUAD   -  FRANKLIN HILL (1968)
 RB1259
 RB1259                         *CURRENT SURVEY CONTROL
 RB1259  ___________________________________________________________________
 RB1259* NAD 83(1991)-  45 23 00.39272(N)    119 11 52.08863(W)     ADJUSTED  
 RB1259* NAVD 88     -      1064.3    (meters)    3492.     (feet)  VERTCON   
 RB1259  ___________________________________________________________________
 RB1259  LAPLACE CORR-           4.62  (seconds)                    DEFLEC99
 RB1259  GEOID HEIGHT-         -20.12  (meters)                     GEOID03
 RB1259  HORZ ORDER  -  THIRD
 RB1259
 RB1259.The horizontal coordinates were established by classical geodetic methods
 RB1259.and adjusted by the National Geodetic Survey in October 1991.
 RB1259
 RB1259.The NAVD 88 height was computed by applying the VERTCON shift value to
 RB1259.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RB1259
 RB1259.The Laplace correction was computed from DEFLEC99 derived deflections.
 RB1259
 RB1259.The geoid height was determined by GEOID03.
 RB1259
 RB1259;                    North         East     Units Scale Factor Converg.
 RB1259;SPC OR N     -   191,593.108 2,601,972.576   MT  0.99990159   +0 55 24.6
 RB1259;SPC OR N     -   628,586.31  8,536,655.43   iFT  0.99990159   +0 55 24.6
 RB1259;UTM  11      - 5,027,897.041   327,939.310   MT  0.99996401   -1 33 53.4
 RB1259
 RB1259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RB1259!SPC OR N     -   0.99983632  x   0.99990159  =   0.99973793
 RB1259!UTM  11      -   0.99983632  x   0.99996401  =   0.99980034
 RB1259
 RB1259|---------------------------------------------------------------------|
 RB1259| PID    Reference Object                     Distance      Geod. Az  |
 RB1259|                                                           dddmmss.s |
 RB1259| RB1282 GRAVEL RM 1                           8.053 METERS 19547     |
 RB1259| RB1283 GRAVEL RM 2                           8.364 METERS 29055     |
 RB1259|---------------------------------------------------------------------|
 RB1259
 RB1259                          SUPERSEDED SURVEY CONTROL
 RB1259
 RB1259  NAD 83(1986)-  45 23 00.38330(N)    119 11 52.09162(W) AD(       ) 3
 RB1259  NGVD 29 (12/08/88) 1063.1    (m)         3488.     (f) VERT ANG    3  
 RB1259
 RB1259.Superseded values are not recommended for survey control.
 RB1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1259.See file dsdata.txt to determine how the superseded data were derived.
 RB1259
 RB1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL2793927897(NAD 83)
 RB1259_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RB1259_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 RB1259_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RB1259
 RB1259  HISTORY     - Date     Condition        Report By
 RB1259  HISTORY     - 1959     MONUMENTED       USFS
 RB1259  HISTORY     - 1966     GOOD             USGS
 RB1259
 RB1259                          STATION DESCRIPTION
 RB1259
 RB1259'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 RB1259'RECOVERED AS DESCRIBED BY U.S. FOREST SERVICE.  TWO RMS SET.
 RB1259'
 RB1259'LOCATED ABOUT 8 MI SW. OF VINSON, 4 MI SE. OF LENA, ON PROMINENT
 RB1259'TOP.
 RB1259'
 RB1259'TO REACH FROM VINSON, DRIVE 8.2 MI SW. ALONG STATE HWY. 74 TO
 RB1259'POINT ON HWY. N. OF T-FENCE S.  ABOUT 600 FT. SW. ON HIGHEST
 RB1259'POINT OF TOP.
 RB1259'
 RB1259'STATION MARK--USFS DISK STAMPED---GRAVEL 1959---, SET IN CONCRETE
 RB1259'POST.
 RB1259'
 RB1259'RM 1--STANDARD TABLET STAMPED---NO 1 1966---, SET IN CONCRETE POST.
 RB1259'
 RB1259'RM 2--STANDARD TABLET STAMPED---NO 2 1966---, SET IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2986 ***********************************************************************
 RD2986  DESIGNATION -  GRAVEL BLUFF
 RD2986  PID         -  RD2986
 RD2986  STATE/COUNTY-  OR/MULTNOMAH
 RD2986  USGS QUAD   -  PORTLAND (1990)
 RD2986
 RD2986                         *CURRENT SURVEY CONTROL
 RD2986  ___________________________________________________________________
 RD2986* NAD 83(1991)-  45 33 10.52744(N)    122 41 29.12098(W)     ADJUSTED  
 RD2986* NAVD 88     -        16.     (meters)      52.     (feet)  SCALED    
 RD2986  ___________________________________________________________________
 RD2986  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 RD2986  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 RD2986  HORZ ORDER  -  THIRD
 RD2986
 RD2986.The horizontal coordinates were established by classical geodetic methods
 RD2986.and adjusted by the National Geodetic Survey in October 1991.
 RD2986
 RD2986.The orthometric height was scaled from a topographic map.
 RD2986
 RD2986.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2986
 RD2986.The geoid height was determined by GEOID03.
 RD2986
 RD2986;                    North         East     Units Scale Factor Converg.
 RD2986;SPC OR N     -   211,926.341 2,328,918.375   MT  0.99991704   -1 33 14.9
 RD2986;SPC OR N     -   695,296.39  7,640,808.32   iFT  0.99991704   -1 33 14.9
 RD2986;SPC WA S     -    26,785.246   328,892.323   MT  1.00007533   -1 35 30.6
 RD2986;SPC WA S     -    87,877.93  1,079,040.90   sFT  1.00007533   -1 35 30.6
 RD2986;UTM  10      - 5,044,422.569   524,085.575   MT  0.99960713   +0 13 13.1
 RD2986
 RD2986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2986!SPC OR N     -   1.00000106  x   0.99991704  =   0.99991810
 RD2986!SPC WA S     -   1.00000106  x   1.00007533  =   1.00007639
 RD2986!UTM  10      -   1.00000106  x   0.99960713  =   0.99960819
 RD2986
 RD2986:                Primary Azimuth Mark                     Grid Az
 RD2986:SPC OR N     -  MONTGOMERY                               144 45 23.2
 RD2986:SPC WA S     -  MONTGOMERY                               144 47 38.9
 RD2986:UTM  10      -  MONTGOMERY                               142 58 55.2
 RD2986
 RD2986|---------------------------------------------------------------------|
 RD2986| PID    Reference Object                     Distance      Geod. Az  |
 RD2986|                                                           dddmmss.s |
 RD2986| RD3234 MONTGOMERY                          APPROX. 2.3 KM 1431208.3 |
 RD2986|---------------------------------------------------------------------|
 RD2986
 RD2986                          SUPERSEDED SURVEY CONTROL
 RD2986
 RD2986  NAD 83(1986)-  45 33 10.54602(N)    122 41 29.12523(W) AD(       ) 3
 RD2986  NAD 27      -  45 33 11.12200(N)    122 41 24.77500(W) AD(       ) 3
 RD2986
 RD2986.Superseded values are not recommended for survey control.
 RD2986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2986.See file dsdata.txt to determine how the superseded data were derived.
 RD2986
 RD2986_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER2408644423(NAD 83)
 RD2986_MARKER: Z = SEE DESCRIPTION
 RD2986_SETTING: 0 = UNSPECIFIED SETTING
 RD2986_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD2986
 RD2986  HISTORY     - Date     Condition        Report By
 RD2986  HISTORY     - 1882     MONUMENTED       CGS
 RD2986  HISTORY     - 1959     SEE DESCRIPTION  CGS
 RD2986
 RD2986                          STATION DESCRIPTION
 RD2986
 RD2986'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (ANS)
 RD2986'STATION WAS PREVIOUSLY REPORTED AS LOST IN 1883.  THE PLOTTED
 RD2986'GEOGRAPHIC POSITION OF THE STATION ON A 1947 PLANIMETRIC MAP,
 RD2986'PORTLAND NO. 17, FALLS ON THE FILL SLOPE ON THE WEST SIDE OF
 RD2986'N. GREELEY AVE.  IF THE STATION WAS NOT DESTROYED DURING ROAD
 RD2986'CONSTRUCTION, IT IS PROBABLY BURIED 20 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB1014 ***********************************************************************
 RB1014  DESIGNATION -  GRAVEL RM 1
 RB1014  PID         -  RB1014
 RB1014  STATE/COUNTY-  OR/MORROW
 RB1014  USGS QUAD   -  GOLGOTHA BUTTE (1993)
 RB1014
 RB1014                         *CURRENT SURVEY CONTROL
 RB1014  ___________________________________________________________________
 RB1014* NAD 83(1986)-  45 49 24.     (N)    119 54 13.     (W)     SCALED    
 RB1014* NAVD 88     -        73.551  (meters)     241.31   (feet)  ADJUSTED  
 RB1014  ___________________________________________________________________
 RB1014  GEOID HEIGHT-         -21.80  (meters)                     GEOID03
 RB1014  DYNAMIC HT  -          73.551 (meters)     241.31  (feet)  COMP
 RB1014  MODELED GRAV-     980,611.1   (mgal)                       NAVD 88
 RB1014
 RB1014  VERT ORDER  -  FIRST     CLASS II
 RB1014
 RB1014.The horizontal coordinates were scaled from a topographic map and have
 RB1014.an estimated accuracy of +/- 6 seconds.
 RB1014
 RB1014.The orthometric height was determined by differential leveling
 RB1014.and adjusted in June 1991.
 RB1014
 RB1014.The geoid height was determined by GEOID03.
 RB1014
 RB1014.The dynamic height is computed by dividing the NAVD 88
 RB1014.geopotential number by the normal gravity value computed on the
 RB1014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB1014.degrees latitude (g = 980.6199 gals.).
 RB1014
 RB1014.The modeled gravity was interpolated from observed gravity values.
 RB1014
 RB1014;                    North         East    Units  Estimated Accuracy
 RB1014;SPC OR N     -   239,830.    2,546,340.      MT  (+/- 180 meters Scaled)
 RB1014
 RB1014                          SUPERSEDED SURVEY CONTROL
 RB1014
 RB1014  NGVD 29 (??/??/92)   72.544  (m)          238.00   (f) ADJ UNCH    1 2
 RB1014
 RB1014.Superseded values are not recommended for survey control.
 RB1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1014.See file dsdata.txt to determine how the superseded data were derived.
 RB1014
 RB1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKL744785(NAD 83)
 RB1014_MARKER: DD = SURVEY DISK
 RB1014_SETTING: 66 = SET IN ROCK OUTCROP
 RB1014_SP_SET: ROCK
 RB1014_STAMPING: GRAVEL R M 1 1942
 RB1014_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RB1014+STABILITY: POSITION/ELEVATION WELL
 RB1014
 RB1014  HISTORY     - Date     Condition        Report By
 RB1014  HISTORY     - 1942     MONUMENTED       DOD
 RB1014  HISTORY     - 1962     MARK NOT FOUND   CGS
 RB1014  HISTORY     - 1968     GOOD             NGS
 RB1014
 RB1014                          STATION DESCRIPTION
 RB1014
 RB1014'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 RB1014'3.4 MI W FROM CASTLE ROCK.
 RB1014'ABOUT 3.4 MILES WEST OF CASTLE ROCK ALONG THE UNION PACIFIC RAILROAD,
 RB1014'83.3 FEET NORTH OF THE NORTH RAIL, 53.3 FEET NORTH OF MAP-CONTROL
 RB1014'STATION GRAVEL THAT WAS FOUND GRADED OUT, 31 FEET NORTH OF AN
 RB1014'EAST-WEST FENCE, IN TOP OF A ROCK NORTH OF A BANK.
 RB1014
 RB1014                          STATION RECOVERY (1968)
 RB1014
 RB1014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 RB1014'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0345 ***********************************************************************
 NW0345  DESIGNATION -  GRAVELLY
 NW0345  PID         -  NW0345
 NW0345  STATE/COUNTY-  OR/MALHEUR
 NW0345  USGS QUAD   -  SCOTT RESERVOIR (1972)
 NW0345
 NW0345                         *CURRENT SURVEY CONTROL
 NW0345  ___________________________________________________________________
 NW0345* NAD 83(1991)-  42 51 32.27342(N)    117 33 58.95350(W)     ADJUSTED  
 NW0345* NAVD 88     -      1197.2    (meters)    3928.     (feet)  VERTCON   
 NW0345  ___________________________________________________________________
 NW0345  LAPLACE CORR-           5.18  (seconds)                    DEFLEC99
 NW0345  GEOID HEIGHT-         -17.97  (meters)                     GEOID03
 NW0345  HORZ ORDER  -  SECOND
 NW0345
 NW0345.The horizontal coordinates were established by classical geodetic methods
 NW0345.and adjusted by the National Geodetic Survey in October 1991.
 NW0345
 NW0345.The NAVD 88 height was computed by applying the VERTCON shift value to
 NW0345.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NW0345
 NW0345.The Laplace correction was computed from DEFLEC99 derived deflections.
 NW0345
 NW0345.The geoid height was determined by GEOID03.
 NW0345
 NW0345;                    North         East     Units Scale Factor Converg.
 NW0345;SPC OR S     -   136,641.811 1,739,686.116   MT  0.99990913   +2 00 25.3
 NW0345;SPC OR S     -   448,299.90  5,707,631.61   iFT  0.99990913   +2 00 25.3
 NW0345;UTM  11      - 4,745,308.833   453,730.126   MT  0.99962634   -0 23 06.9
 NW0345
 NW0345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NW0345!SPC OR S     -   0.99981509  x   0.99990913  =   0.99972424
 NW0345!UTM  11      -   0.99981509  x   0.99962634  =   0.99944150
 NW0345
 NW0345|---------------------------------------------------------------------|
 NW0345| PID    Reference Object                     Distance      Geod. Az  |
 NW0345|                                                           dddmmss.s |
 NW0345| CD6653 GRAVELLY RM 2                         8.412 METERS 04454     |
 NW0345| NW0344 92 FMK                              APPROX. 4.6 KM 0685103.3 |
 NW0345| CD6652 GRAVELLY RM 1                         8.196 METERS 28948     |
 NW0345|---------------------------------------------------------------------|
 NW0345
 NW0345                          SUPERSEDED SURVEY CONTROL
 NW0345
 NW0345  NAD 83(1986)-  42 51 32.27674(N)    117 33 58.95188(W) AD(       ) 2
 NW0345  NAD 27      -  42 51 32.71627(N)    117 33 55.39880(W) AD(       ) 2
 NW0345  NGVD 29 (07/19/86) 1196.2    (m)         3925.     (f) VERT ANG    3  
 NW0345
 NW0345.Superseded values are not recommended for survey control.
 NW0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0345.See file dsdata.txt to determine how the superseded data were derived.
 NW0345
 NW0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH5373045309(NAD 83)
 NW0345_MARKER: DD = SURVEY DISK
 NW0345_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NW0345+WITH SETTING: INFORMATION.
 NW0345_SP_SET: PREFABRICATED CONCRETE POST
 NW0345
 NW0345  HISTORY     - Date     Condition        Report By
 NW0345  HISTORY     - 1972     MONUMENTED       USGS
 NW0345
 NW0345                          STATION DESCRIPTION
 NW0345
 NW0345'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 NW0345'LOCATED ABOUT 27.7 MI WSW. OF JORDAN VALLEY, 15.4 MI ENE. OF
 NW0345'BURNS JUNCTION, 3.9 MI NE. OF ROME, 335 FT N. OF U.S. HWY. 95,
 NW0345'120 FT W. OF FENCE CORNER, 15.5 FT S. OF BARBED WIRE FENCE.
 NW0345'
 NW0345'TO REACH FROM BRIDGE ON U.S. HWY. 95 OVER OWYHEE RIVER AT ROME
 NW0345'(MILEPOST 53), DRIVE 3.5 MI ENE. ON U.S. HWY. 95 TO CREST OF
 NW0345'RIDGE WITH GRAVEL STOCKPILE ON NORTH SIDE OF RD.  TURN LEFT (N.)
 NW0345'0.07 MI 335 FT PAST GRAVEL STOCKPILE TO STATION MARK.
 NW0345'
 NW0345'STATION MARK--STANDARD BRASS TABLET STAMPED---GRAVELLY 1972---, SET
 NW0345'ON COPPER-COATED ROD ENCASED IN 6-INCH COLLAR.
 NW0345'
 NW0345'RM 1--STANDARD RM TABLET STAMPED---GRAVELLY NO 1 1972---, SET ON
 NW0345'COPPER-COATED ROD ENCASED IN 6-INCH COLLAR, 0.8 FT S. OF BARBED
 NW0345'WIRE FENCE, 0.9 FT BELOW STATION MARK.
 NW0345'
 NW0345'RM 2--STANDARD RM TABLET STAMPED---GRAVELLY NO 2 1972---, SET ON
 NW0345'COPPER-COATED ROD ENCASED IN 6-INCH COLLAR, 1.2 FT S. OF BARBED
 NW0345'WIRE FENCE, 0.25 FT BELOW STATION MARK.
 NW0345'
 NW0345'INSTRUMENT STAND 7.50 FT ABOVE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB1306 ***********************************************************************
 RB1306  DESIGNATION -  GRAVES
 RB1306  PID         -  RB1306
 RB1306  STATE/COUNTY-  OR/UMATILLA
 RB1306  USGS QUAD   -  BINGHAM SPRINGS (1995)
 RB1306
 RB1306                         *CURRENT SURVEY CONTROL
 RB1306  ___________________________________________________________________
 RB1306* NAD 83(1991)-  45 43 14.65961(N)    118 11 47.26173(W)     ADJUSTED  
 RB1306* NAVD 88     -      1103.4    (meters)    3620.     (feet)  VERTCON   
 RB1306  ___________________________________________________________________
 RB1306  LAPLACE CORR-           9.85  (seconds)                    DEFLEC99
 RB1306  GEOID HEIGHT-         -18.96  (meters)                     GEOID03
 RB1306  HORZ ORDER  -  THIRD
 RB1306
 RB1306.The horizontal coordinates were established by classical geodetic methods
 RB1306.and adjusted by the National Geodetic Survey in October 1991.
 RB1306
 RB1306.The NAVD 88 height was computed by applying the VERTCON shift value to
 RB1306.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RB1306
 RB1306.The Laplace correction was computed from DEFLEC99 derived deflections.
 RB1306
 RB1306.The geoid height was determined by GEOID03.
 RB1306
 RB1306;                    North         East     Units Scale Factor Converg.
 RB1306;SPC OR N     -   230,812.521 2,679,300.369   MT  0.99994099   +1 38 01.1
 RB1306;SPC OR N     -   757,258.93  8,790,355.54   iFT  0.99994099   +1 38 01.1
 RB1306;UTM  11      - 5,063,716.485   406,890.399   MT  0.99970658   -0 51 24.0
 RB1306
 RB1306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RB1306!SPC OR N     -   0.99983001  x   0.99994099  =   0.99977101
 RB1306!UTM  11      -   0.99983001  x   0.99970658  =   0.99953664
 RB1306
 RB1306:                Primary Azimuth Mark                     Grid Az
 RB1306:SPC OR N     -  HIGH RIDGE LOT                           118 16 53.5
 RB1306:UTM  11      -  HIGH RIDGE LOT                           120 46 18.6
 RB1306
 RB1306|---------------------------------------------------------------------|
 RB1306| PID    Reference Object                     Distance      Geod. Az  |
 RB1306|                                                           dddmmss.s |
 RB1306| RB1302 HIGH RIDGE LOT                      APPROX. 8.5 KM 1195454.6 |
 RB1306| CF5377 GRAVES AZ MK                                       2092801.6 |
 RB1306| CF5378 GRAVES RM 1                          12.053 METERS 25458     |
 RB1306| CF5379 GRAVES RM 2                          14.848 METERS 29708     |
 RB1306|---------------------------------------------------------------------|
 RB1306
 RB1306                          SUPERSEDED SURVEY CONTROL
 RB1306
 RB1306  NAD 83(1986)-  45 43 14.66250(N)    118 11 47.25303(W) AD(       ) 3
 RB1306  NAD 27      -  45 43 15.18119(N)    118 11 43.43800(W) AD(       ) 3
 RB1306  NGVD 29 (07/19/86) 1102.3    (m)         3616.     (f) VERT ANG    3  
 RB1306
 RB1306.Superseded values are not recommended for survey control.
 RB1306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1306.See file dsdata.txt to determine how the superseded data were derived.
 RB1306
 RB1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML0689063716(NAD 83)
 RB1306_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RB1306_SETTING: 66 = SET IN ROCK OUTCROP
 RB1306
 RB1306  HISTORY     - Date     Condition        Report By
 RB1306  HISTORY     - 1963     MONUMENTED       CGS
 RB1306
 RB1306                          STATION DESCRIPTION
 RB1306
 RB1306'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 RB1306'THE STATION IS ABOUT 13-3/4 MILES EAST-SOUTHEAST OF WESTON, 7-1/2
 RB1306'MILES SOUTHWEST OF TOLLGATE, 3/4 MILE SOUTH-SOUTHWEST OF THE
 RB1306'CORPORATION GUARD STATION, ON THE SUMMIT OF GRAVES BUTTE IN THE
 RB1306'UMATILLA NATIONAL FOREST.
 RB1306'
 RB1306'TO REACH THE STATION FROM THE THOMPSON STORE IN GIBBON, GO EAST
 RB1306'ON PAVED ROAD FOR 2.0 MILES TO THE END OF THE PAVEMENT, CONTINUE
 RB1306'ON GRAVEL ROAD FOR 8.65 MILES TO A FORK AND SIGN CORPORATION
 RB1306'GUARD STATION.  TAKE THE RIGHT FORK FOR 0.55 MILE TO A FORK.  TAKE
 RB1306'THE RIGHT FORK CROSSING OVER THE BRIDGE OF THE NORTH FORK OF THE
 RB1306'UMATILLA RIVER AND GO 0.4 MILE TO A FORK.  TAKE THE RIGHT FORK
 RB1306'CROSSING OVER THE BRIDGE OF THE SOUTH FORK OF THE UMATILLA
 RB1306'RIVER AND GO SOUTH FOR 0.65 MILE TO A WIDE PARKING AREA ON THE
 RB1306'RIGHT AND THE END OF TRUCK TRAVEL.  FROM THE END OF THE TRUCK
 RB1306'TRAVEL, PACK SOUTH UP ROAD FOR ABOUT 50 YARDS, THEN RIGHT,
 RB1306'NORTHWESTERLY UP STEEP SLOP OF AN OPEN RIDGE FOR ABOUT 1 MILE TO
 RB1306'THE HIGHEST POINT AND THE STATION.  1-HOUR PACK.
 RB1306'
 RB1306'THE STATION IS A STANDARD DISK, STAMPED GRAVES 1963, CEMENTED IN
 RB1306'A DRILL HOLE IN A 2 BY 2 FOOT ROCK OUTCROP PROJECTING 2 INCHES.  IT
 RB1306'IS 74 FEET WEST OF THE EAST END OF THE HILL AND 54 FEET
 RB1306'WEST-SOUTHWEST OF AN 18 INCH PINE TREE WITH A TRIANGLE BLAZE.
 RB1306'
 RB1306'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GRAVES NO 1 1963,
 RB1306'CEMENTED IN A DRILL HOLE IN A 2 BY 2 FOOT ROCK OUTCROP PROJECTING
 RB1306'2 INCHES.  IT IS ABOUT 2-1/2 FEET LOWER THAN THE STATION.
 RB1306'
 RB1306'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GRAVES 1963, CEMENTED
 RB1306'IN A DRILL HOLE IN A 1 BY 2 FOOT ROCK OUTCROP PROJECTING 2
 RB1306'INCHES.  IT IS ABOUT THE SAME ELEVATION AS THE STATION.
 RB1306'
 RB1306'AZIMUTH MARK IS A STANDARD DISK, STAMPED GRAVES 1963, CEMENTED IN
 RB1306'A DRILL HOLE IN A 1 BY 1 FOOT ROCK OUTCROP PROJECTING 3 INCHES.  IT
 RB1306'IS 10 FEET EAST OF THE WEST EDGE OF THE RIDGE.  TO REACH THE MARK
 RB1306'FROM THE STATION, PACK SOUTH-SOUTHWEST ALONG THE RIDGE FOR ABOUT
 RB1306'1/4 MILE TO THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2589 ***********************************************************************
 RC2589  DESIGNATION -  GRAVES
 RC2589  PID         -  RC2589
 RC2589  STATE/COUNTY-  OR/SHERMAN
 RC2589  USGS QUAD   -  GRASS VALLEY (1962)
 RC2589
 RC2589                         *CURRENT SURVEY CONTROL
 RC2589  ___________________________________________________________________
 RC2589* NAD 83(1991)-  45 18 51.09976(N)    120 49 48.02725(W)     ADJUSTED  
 RC2589* NAVD 88     -       740.7    (meters)    2430.     (feet)  VERTCON   
 RC2589  ___________________________________________________________________
 RC2589  LAPLACE CORR-           3.45  (seconds)                    DEFLEC99
 RC2589  GEOID HEIGHT-         -21.03  (meters)                     GEOID03
 RC2589  HORZ ORDER  -  FIRST
 RC2589
 RC2589.The horizontal coordinates were established by classical geodetic methods
 RC2589.and adjusted by the National Geodetic Survey in October 1991.
 RC2589
 RC2589.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC2589.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC2589
 RC2589.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2589
 RC2589.The geoid height was determined by GEOID03.
 RC2589
 RC2589;                    North         East     Units Scale Factor Converg.
 RC2589;SPC OR N     -   183,128.775 2,474,125.265   MT  0.99989780   -0 14 02.5
 RC2589;SPC OR N     -   600,816.19  8,117,208.87   iFT  0.99989780   -0 14 02.5
 RC2589;UTM  10      - 5,020,144.950   670,090.900   MT  0.99995573   +1 32 35.4
 RC2589
 RC2589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2589!SPC OR N     -   0.99988718  x   0.99989780  =   0.99978499
 RC2589!UTM  10      -   0.99988718  x   0.99995573  =   0.99984291
 RC2589
 RC2589|---------------------------------------------------------------------|
 RC2589| PID    Reference Object                     Distance      Geod. Az  |
 RC2589|                                                           dddmmss.s |
 RC2589| CF5376 GRAVES RM 1                          20.270 METERS 21706     |
 RC2589| RC0499 J 395                                13.277 METERS 27540     |
 RC2589| RC0498 Y 394                                              2941143.3 |
 RC2589|---------------------------------------------------------------------|
 RC2589
 RC2589                          SUPERSEDED SURVEY CONTROL
 RC2589
 RC2589  NAD 83(1986)-  45 18 51.11232(N)    120 49 48.02431(W) AD(       ) 1
 RC2589  NAD 27      -  45 18 51.66500(N)    120 49 43.81800(W) AD(       ) 1
 RC2589  NGVD 29 (07/19/86)  739.7    (m)         2427.     (f) VERT ANG    3  
 RC2589
 RC2589.Superseded values are not recommended for survey control.
 RC2589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2589.See file dsdata.txt to determine how the superseded data were derived.
 RC2589
 RC2589_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR7009120145(NAD 83)
 RC2589_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RC2589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC2589
 RC2589  HISTORY     - Date     Condition        Report By
 RC2589  HISTORY     - 1946     MONUMENTED       CGS
 RC2589  HISTORY     - 1972     SEE DESCRIPTION  NGS
 RC2589
 RC2589                          STATION DESCRIPTION
 RC2589
 RC2589'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 RC2589'ABOUT 3.5 MILES SOUTHWEST OF GRASS VALLEY AND 5 MILES EAST OF THE
 RC2589'DESCHUTES RIVER, AT THE SOUTH BOUNDARY OF A GRAVE YARD, THE HIGHEST
 RC2589'GROUND IN THE VICINITY.  IT IS 0.15 MILES SOUTH OF STATE HIGHWAY
 RC2589'216, 45 FEET EAST OF A FENCE CORNER AND 5.5 FEET SOUTH OF THE
 RC2589'SOUTH BOUNDARY OF THE GRAVE YARD.  IT IS STAMPED GRAVES 1946.
 RC2589'
 RC2589'REFERENCE MARK NO. 1 IS 4 FEET EAST OF A NORTH-SOUTH FENCE
 RC2589'LINE AND 3 FEET NORTHEAST OF A CRIB FILLED WITH ROCK.  IT IS
 RC2589'THE SAME ELEVATION AS THE STATION.  IT IS STAMPED GRAVES NO 1 1946
 RC2589'AND PROJECTS 2 INCHES.
 RC2589'
 RC2589'REFERENCE MARK NO. 2 IS 2 FEET SOUTHEAST OF A FENCE CORNER AND
 RC2589'2.5 FEET NORTH OF A WHITE WITNESS POST.  IT IS A USC AND
 RC2589'GS B M DISK, STAMPED J 395 1946, PROJECTING 4 INCHES.  IT IS
 RC2589'THE SAME ELEVATION AS THE STATION.
 RC2589'
 RC2589'THE AZIMUTH MARK IS 26 FEET SOUTH OF THE CENTER LINE OF STATE
 RC2589'HIGHWAY 216, 1.5 FEET NORTH OF A EAST-WEST FENCE LINE AND 1 FOOT
 RC2589'EAST OF A WHITE WITNESS POST.  IT IS AN OREGON STATE HIGHWAY
 RC2589'DEPARTMENT DISK, STAMPED Y 394, SET IN A CONCRETE POST FLUSH
 RC2589'WITH THE GROUND.
 RC2589'
 RC2589'REACHED FROM THE POST OFFICE IN GRASS VALLEY GO SOUTH ON
 RC2589'U.S. HIGHWAY 97 FOR 0.55 MILES TO ITS JUNCTION WITH STATE HIGHWAY
 RC2589'216.  TURN RIGHT, WEST, ON STATE HIGHWAY 216 AND GO FOR 4.3 MILES
 RC2589'TO A GRAVE YARD ON THE LEFT.  TURN LEFT THRU GRAVE YARD FOR
 RC2589'0.15 MILE TO THE STATION AS DESCRIBED.
 RC2589'
 RC2589'TO REACH THE AZIMUTH FROM THE GRAVE YARD, CONTINUE ON STATE
 RC2589'HIGHWAY 216 FOR 0.2 MILE TO THE MARK ON THE LEFT.
 RC2589
 RC2589                          STATION RECOVERY (1972)
 RC2589
 RC2589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 RC2589'THE STATION MARK, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK
 RC2589'WERE RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS
 RC2589'ADEQUATE.  A METAL WITNESS POST WAS PLACED 2 FEET NORTHWEST OF
 RC2589'THE STATION MARK.  A METAL WITNESS POST WAS PLACED 1 FOOT EAST
 RC2589'OF THE AZIMUTH MARK.
 RC2589'
 RC2589'THE DISTANCE BETWEEN R.M. NO. 1, AND R.M. NO. 2 IS 57.43 FEET
 RC2589'OR 17.505 METERS.
 RC2589'
 RC2589'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RC2589'4 MILES SOUTHWEST OF GRASS VALLEY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2220 ***********************************************************************
 RC2220  DESIGNATION -  GRAVEYARD BUTTE
 RC2220  PID         -  RC2220
 RC2220  STATE/COUNTY-  OR/WASCO
 RC2220  USGS QUAD   -  WAMIC (1996)
 RC2220
 RC2220                         *CURRENT SURVEY CONTROL
 RC2220  ___________________________________________________________________
 RC2220* NAD 83(1991)-  45 09 12.79457(N)    121 17 47.24370(W)     ADJUSTED  
 RC2220* NAVD 88     -       705.1    (meters)    2313.     (feet)  VERTCON   
 RC2220  ___________________________________________________________________
 RC2220  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 RC2220  GEOID HEIGHT-         -21.33  (meters)                     GEOID03
 RC2220  HORZ ORDER  -  THIRD
 RC2220
 RC2220.The horizontal coordinates were established by classical geodetic methods
 RC2220.and adjusted by the National Geodetic Survey in October 1991.
 RC2220
 RC2220.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC2220.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC2220
 RC2220.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2220
 RC2220.The geoid height was determined by GEOID03.
 RC2220
 RC2220;                    North         East     Units Scale Factor Converg.
 RC2220;SPC OR N     -   165,533.491 2,437,377.496   MT  0.99989462   -0 33 53.4
 RC2220;SPC OR N     -   543,088.88  7,996,645.33   iFT  0.99989462   -0 33 53.4
 RC2220;UTM  10      - 5,001,420.136   633,906.093   MT  0.99982048   +1 12 28.8
 RC2220
 RC2220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2220!SPC OR N     -   0.99989280  x   0.99989462  =   0.99978743
 RC2220!UTM  10      -   0.99989280  x   0.99982048  =   0.99971330
 RC2220
 RC2220|---------------------------------------------------------------------|
 RC2220| PID    Reference Object                     Distance      Geod. Az  |
 RC2220|                                                           dddmmss.s |
 RC2220| CF3560 GRAVEYARD BUTTE RM 1                  7.665 METERS 08409     |
 RC2220| CF3561 GRAVEYARD BUTTE RM 2                  9.032 METERS 15047     |
 RC2220| CF3559 GRAVEYARD BUTTE AZ MK                              2043645.1 |
 RC2220|---------------------------------------------------------------------|
 RC2220
 RC2220                          SUPERSEDED SURVEY CONTROL
 RC2220
 RC2220  NAD 83(1986)-  45 09 12.80943(N)    121 17 47.24346(W) AD(       ) 3
 RC2220  NAD 27      -  45 09 13.39300(N)    121 17 42.99700(W) AD(       ) 3
 RC2220  NGVD 29 (07/19/86)  704.1    (m)         2310.     (f) VERT ANG    3  
 RC2220
 RC2220.Superseded values are not recommended for survey control.
 RC2220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2220.See file dsdata.txt to determine how the superseded data were derived.
 RC2220
 RC2220_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR3390601420(NAD 83)
 RC2220_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RC2220_SETTING: 66 = SET IN ROCK OUTCROP
 RC2220
 RC2220  HISTORY     - Date     Condition        Report By
 RC2220  HISTORY     - 1947     MONUMENTED       CGS
 RC2220  HISTORY     - 1959     SEE DESCRIPTION  CGS
 RC2220
 RC2220                          STATION DESCRIPTION
 RC2220
 RC2220'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (WRH)
 RC2220'THE STATION IS ON A LOW LYING BUTTE THAT HAS A SPARSE GROWTH OF
 RC2220'JUNIPER AND PINE ON THE WESTERN SLOPE AND A SMALL AND OLD
 RC2220'GRAVEYARD ON ITS TOP.  IT IS LOCATED ABOUT 4 MILES EAST OF THE
 RC2220'VILLAGE OF PINE GROVE, 6 MILES NORTHWEST OF WAPINITIA, AND ABOUT
 RC2220'5 MILES SOUTH OF THE VILLAGE OF WAMIC.
 RC2220'
 RC2220'THE STATION MARK IS A STANDARD STATION MARK DISK THAT IS
 RC2220'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK ON THE HIGHEST
 RC2220'POINT OF THE BUTTE.  IT IS ABOUT 175 FEET EAST OF THE SMALL
 RC2220'GRAVEYARD AND IS STAMPED GRAVEYARD BUTTE 1947.
 RC2220'
 RC2220'REFERENCE MARK NUMBER 1 IS A STANDARD REFERENCE MARK DISK THAT
 RC2220'IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROTRUDES
 RC2220'FROM THE GROUND ABOUT 8 INCHES.  IT IS STAMPED GRAVEYARD BUTTE
 RC2220'NO 1 1947.
 RC2220'
 RC2220'REFERENCE MARK NUMBER 2 IS A STANDARD REFERENCE MARK DISK THAT
 RC2220'IS CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP THAT PROJECTS
 RC2220'FROM THE GROUND ABOUT 10 INCHES.  IT IS STAMPED GRAVEYARD BUTTE
 RC2220'NO 2 1947.
 RC2220'
 RC2220'THE AZIMUTH MARK IS A STANDARD USC AND GS BRONZE BENCH MARK
 RC2220'DISK THAT IS CEMENTED IN A DRILL HOLE IN A ROCK THAT IS LOCATED
 RC2220'180 FEET EAST OF THE INTERSECTION OF THE WHITE RIVER-WAMIC ROAD
 RC2220'WITH THE U.S. HIGHWAY NUMBER 50, 36 FEET SOUTH OF THE CENTER
 RC2220'LINE OF HIGHWAY 50, 20 FEET EAST OF A TELEPHONE POLE, AND 5 FEET
 RC2220'NORTH OF A WIRE FENCE.  IT IS STAMPED J 108 1934.
 RC2220'
 RC2220'TO REACH THE STATION FROM THE EAST SIDE OF THE VILLAGE OF PINE
 RC2220'GROVE, GO EAST ON HIGHWAY 50 FOR 2.0 MILES TO THE WHITE
 RC2220'RIVER-WAMIC ROAD TO THE LEFT (NORTH) AND THE AZIMUTH MARK 180
 RC2220'FEET EAST.  TURN LEFT AND GO NORTH ON THE GRAVEL ROAD FOR 2.2
 RC2220'MILES, THEN KEEP THE RIGHT FORK ON THE MAIN TRAVELED ROAD FOR
 RC2220'0.3 MILES TO WAMIC ROAD ON THE LEFT.  TAKE THE WAMIC ROAD FOR
 RC2220'0.6 MILES TO A BOARD GATE ON THE RIGHT.  PASS THROUGH THE GATE
 RC2220'AND FOLLOW THE MAIN TRAVELED ROAD AROUND SOME OLD BUILDINGS
 RC2220'AND ACROSS A FIELD FOR 0.3 MILES TO ANOTHER GATE.  PASS
 RC2220'THROUGH THE GATE AND FOLLOW THE MAIN TRAVELED ROAD AROUND THE
 RC2220'SOUTH SLOPE OF THE HILL FOR ABOUT 0.4 MILE TO A GOOD ROAD
 RC2220'LEADING NORTH UP THE HILL.  FOLLOW THE TRACK ROAD TO THE HIGHEST
 RC2220'POINT OF THE HILL, ABOUT 175 FEET EAST OF AN OLD GRAVEYARD,
 RC2220'AND THE STATION (A DISTANCE OF ABOUT 1/4 MILE).
 RC2220
 RC2220                          STATION RECOVERY (1959)
 RC2220
 RC2220'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (BPA)
 RC2220'RECOVERED AS DESCRIBED.  THE DESCRIPTION SHOULD READ FROM PINE
 RC2220'GROVE GO EAST ON STATE HIGHWAY 216 FOR 2.0 MILES TO THE WHITE
 RC2220'RIVER-WAMIC ROAD.  AND FROM THE LAST GATE IN THE ORIGINAL
 RC2220'DESCRIPTION FOLLOW TRACK ROAD AROUND SOUTH AND EAST SLOPE OF
 RC2220'HILL FOR 1.1 MILES TO THE TOP OF RIDGE AT A NORTH-SOUTH
 RC2220'FENCE.  TURN LEFT AND GO SOUTHWESTERLY ALONG RIDGE 0.3 MILE TO
 RC2220'STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1621 ***********************************************************************
 QD1621  DESIGNATION -  GRAY BUTTE
 QD1621  PID         -  QD1621
 QD1621  STATE/COUNTY-  OR/JEFFERSON
 QD1621  USGS QUAD   -  GRAY BUTTE (1992)
 QD1621
 QD1621                         *CURRENT SURVEY CONTROL
 QD1621  ___________________________________________________________________
 QD1621* NAD 83(1991)-  44 24 59.89483(N)    121 06 04.97342(W)     ADJUSTED  
 QD1621* NAVD 88     -      1556.6    (meters)    5107.     (feet)  VERTCON   
 QD1621  ___________________________________________________________________
 QD1621  LAPLACE CORR-           4.97  (seconds)                    DEFLEC99
 QD1621  GEOID HEIGHT-         -20.87  (meters)                     GEOID03
 QD1621  HORZ ORDER  -  FIRST
 QD1621
 QD1621.The horizontal coordinates were established by classical geodetic methods
 QD1621.and adjusted by the National Geodetic Survey in October 1991.
 QD1621
 QD1621.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1621.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1621
 QD1621.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1621
 QD1621.The geoid height was determined by GEOID03.
 QD1621
 QD1621;                    North         East     Units Scale Factor Converg.
 QD1621;SPC OR N     -    83,517.563 2,452,105.691   MT  0.99998006   -0 25 35.4
 QD1621;SPC OR N     -   274,007.75  8,044,966.18   iFT  0.99998006   -0 25 35.4
 QD1621;UTM  10      - 4,919,902.596   651,151.412   MT  0.99988097   +1 19 44.5
 QD1621
 QD1621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1621!SPC OR N     -   0.99975926  x   0.99998006  =   0.99973932
 QD1621!UTM  10      -   0.99975926  x   0.99988097  =   0.99964025
 QD1621
 QD1621|---------------------------------------------------------------------|
 QD1621| PID    Reference Object                     Distance      Geod. Az  |
 QD1621|                                                           dddmmss.s |
 QD1621| QD1620 GRAY BUTTE CAIRN                      2.800 METERS 00038     |
 QD1621| CF3563 GRAY BUTTE RM 1                      35.179 METERS 04220     |
 QD1621| QD1779 WILDCAT MOUNTAIN LOOKOUT            APPROX.44.1 KM 0881145.1 |
 QD1621| QD1729 BLACK CRATER LOOKOUT HOUSE          APPROX.54.3 KM 2521511.8 |
 QD1621| CF3564 GRAY BUTTE RM 2                      15.456 METERS 25309     |
 QD1621| QD1736 MOUNT WASHINGTON                    APPROX.59.5 KM 2611034.8 |
 QD1621| QD1735 THREE FINGERED JACK=HAYRICK         APPROX.59.4 KM 2765702.0 |
 QD1621| CF3562 GRAY BUTTE AZ MK                                   3232157.3 |
 QD1621|---------------------------------------------------------------------|
 QD1621
 QD1621                          SUPERSEDED SURVEY CONTROL
 QD1621
 QD1621  NAD 83(1986)-  44 24 59.90354(N)    121 06 04.97148(W) AD(       ) 1
 QD1621  NAD 27      -  44 25 00.46500(N)    121 06 00.84700(W) AD(       ) 1
 QD1621  NGVD 29 (07/19/86) 1555.5    (m)         5103.     (f) VERT ANG    3  
 QD1621
 QD1621.Superseded values are not recommended for survey control.
 QD1621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1621.See file dsdata.txt to determine how the superseded data were derived.
 QD1621
 QD1621_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ5115119903(NAD 83)
 QD1621_MARKER: DS = TRIANGULATION STATION DISK
 QD1621_SETTING: 80 = SET IN A BOULDER
 QD1621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD1621+STABILITY: SURFACE MOTION
 QD1621
 QD1621  HISTORY     - Date     Condition        Report By
 QD1621  HISTORY     - 1916     MONUMENTED       USGS
 QD1621  HISTORY     - 1932     GOOD             USGS
 QD1621  HISTORY     - 1945     GOOD             CGS
 QD1621  HISTORY     - 1958     GOOD             USGS
 QD1621  HISTORY     - 1964     GOOD             BPA
 QD1621
 QD1621                          STATION DESCRIPTION
 QD1621
 QD1621'DESCRIBED BY US GEOLOGICAL SURVEY 1916
 QD1621'STATION MARK--STANDARD BRONZE TABLET, STAMPING UNKNOWN, CEMENTED
 QD1621'IN ROCK.
 QD1621
 QD1621                          STATION RECOVERY (1932)
 QD1621
 QD1621'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1932 (FGJ)
 QD1621'STATION IS LOCATED ON A SHARP POINTED BUTTE 10 MILES AIR LINE NE
 QD1621'OF REDMOND.  THE BUTTE IS KNOWN AS GRAY BUTTE.
 QD1621'
 QD1621'REFERENCE MARKS ARE STANDARD BRONZE DISKS IN OUTCROPPING BEDROCK
 QD1621'AS DESCRIBED.  REFERENCE MARK NO. 1 IS NNE OF THE
 QD1621'STATION.  REFERENCE MARK NO.2 IS W OF THE STATION.
 QD1621'
 QD1621'STATION MARK IS A G.S. BRONZE TABLET PLACED IN A LAVA OUTCROP.
 QD1621'
 QD1621'STATION IS REACHED FROM REDMOND BY GOING N ON U.S. HIGHWAY 97
 QD1621'FOR 12.6 MILES OR 5.5 MILES S OF CULVER TO CROSSROADS.  THERE IS
 QD1621'AN OLD BUILDING ON THE SE CORNER OF CROSSROADS.  FROM HERE GO E
 QD1621'ON DIRT ROAD 3.0 MILES AND TURN RIGHT THROUGH GATE AND FOLLOW
 QD1621'ROAD ALONG EDGE OF FIELD 0.6 MILE.  TURN LEFT AT SW CORNER OF
 QD1621'FIELD AND GO IN AN EASTERLY DIRECTION 1.0 MILE TO FORK.  TAKE
 QD1621'LEFT FORK AND GO ABOUT 1.4 MILE, THEN TURN RIGHT AND DRIVE UP
 QD1621'RIDGE AS FAR AS POSSIBLE.  PACK UP TO SUMMIT OF BUTTE ABOUT
 QD1621'1/4 MILE TO THE SE AND TO THE STATION.  A 45 MINUTE PACK.
 QD1621
 QD1621                          STATION RECOVERY (1945)
 QD1621
 QD1621'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (CAG)
 QD1621'THE STATION AND MARKS WERE RECOVERED IN GOOD CONDITION.
 QD1621'
 QD1621'THE STATION IS LOCATED ON THE SUMMIT OF A SHARP POINTED BUTTE
 QD1621'WHICH LIES ABOUT 10 MILES NORTHEAST OF REDMOND.
 QD1621'
 QD1621'TO REACH FROM THE POSTOFFICE AT TERREBONNE.  GO NORTH ON
 QD1621'U.S. HIGHWAY NUMBER 97 FOR 7.55 MILES.  TURN RIGHT, EAST, ONTO
 QD1621'A GRADED ROAD AND GO 3.0 MILES.  TURN RIGHT, SOUTH, PASS THROUGH
 QD1621'A WIRE GATE AND FOLLOW THE TRACK ROAD FOR 0.3 MILE.  CONTINUE
 QD1621'STRAIGHT AHEAD ON THE ROAD ALONG THE LEFT SIDE OF A SMALL DRAW
 QD1621'AND GO, UP GRADE, FOR 0.8 MILE TO A WIRE GATE AND THE AZIMUTH
 QD1621'MARK ON THE LEFT HAND SIDE OF THE ROAD.  PASS THROUGH THE GATE
 QD1621'AND CONTINUE STRAIGHT AHEAD FOR .15 MILE.  CONTINUE STRAIGHT
 QD1621'AHEAD, SOUTH, FOR 0.3 MILE.  TURN LEFT, EAST, AND DRIVE
 QD1621'ACROSS COUNTRY FOR ABOUT 1.0 MILE TO THE BASE OF THE BUTTE
 QD1621'AND THE END OF TRUCK TRAVEL.  FROM THIS POINT PACK UP THE
 QD1621'SLOPE FOR ABOUT 0.6 MILE TO THE HIGH GROUND AND THE STATION.
 QD1621'THIS IS ABOUT A 45 MINUTE PACK.
 QD1621'
 QD1621'THE STATION IS A STANDARD U.S. GEOLOGICAL SURVEY DISK CEMENTED
 QD1621'INTO A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 4
 QD1621'INCHES.  THE DISK IS STAMPED GRAY BUTTE 1916 U S C AND G S 1932
 QD1621'
 QD1621'REFERENCE MARK NUMBER 1 IS A STANDARD DISK CEMENTED INTO A DRILL
 QD1621'HOLE IN A BOULDER WHICH PROJECTS ABOUT 3 FEET AND IS ABOUT 10 FEET
 QD1621'LOWER THAN THE STATION.  THE DISK IS STAMPED GRAY BUTTE NO 1 1932
 QD1621'
 QD1621'REFERENCE MARK NUMBER 2 IS A STANDARD DISK CEMENTED INTO A DRILL
 QD1621'HOLE IN A BOULDER WHICH IS ABOUT 6 FEET LONG AND 4 FEET WIDE AND
 QD1621'PROJECTS ABOUT 2 FEET.  THE DISK IS LOCATED 0.77 METERS BELOW THE
 QD1621'STATION AND IS STAMPED GRAY BUTTE NO 2 1932
 QD1621'
 QD1621'THE AZIMUTH MARK IS LOCATED ABOUT 1.5 MILES NORTH NORTHWEST OF
 QD1621'THE STATION.  36 FEET NORTH OF A ROAD INTERSECTION, 12 FEET EAST
 QD1621'OF THE CENTER OF A TRACK ROAD, 3 FEET SOUTHEAST OF A WOODEN
 QD1621'WITNESS POST AND 1 FOOT SOUTH OF A WIRE FENCE.  THIS MARK IS
 QD1621'JUST EAST OF THE LAST GATE MENTIONED IN THE TO REACH DESCRIPTION
 QD1621'TO THE STATION.  THE AZIMUTH MARK IS A STANDARD DISK SET IN THE
 QD1621'TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE
 QD1621'OF THE GROUND.  THE DISK IS STAMPED GRAY BUTTE 1945
 QD1621'
 QD1621'THE OBSERVING PARTY FAILED TO CHECK THE DISTANCE TO THE REFERENCE
 QD1621'MARKS.  THE DISTANCE TO REFERENCE MARK NUMBER 2 WAS COMPUTED FROM
 QD1621'THE SLOPE DISTANCE AND THE VERTICAL ANGLE.
 QD1621
 QD1621                          STATION RECOVERY (1958)
 QD1621
 QD1621'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 QD1621'RECOVERED AS DESCRIBED BY USGS.  RMS NOT SEARCHED FOR.  REACHED
 QD1621'BY HELICOPTER.  RECOVERED BY CGS IN 1932 AND 1945.  THEIR
 QD1621'DESCRIPTION FOLLOWS.
 QD1621'
 QD1621'LOCATED 10 MI NE. OF REDMOND.  ON SHARP POINTED BUTTE KNOWN AS
 QD1621'GRAY BUTTE.
 QD1621'
 QD1621'TO REACH FROM TERREBOME POST OFFICE, GO 7.55 MI N. ON U.S. HWY.
 QD1621'97.  TURN RIGHT 3 MI E. ON GRADED RD.  TURN RIGHT 0.3 MI S.
 QD1621'PASSING THROUGH WIRE GATE FOLLOWING TRACK RD., CONTINUE STRAIGHT
 QD1621'AHEAD ON RD. ALONG LEFT SIDE OF SMALL DRAW UP GRADE 0.8 MI TO
 QD1621'WIRE GATE AND AZIMUTH MARK LEFT, PASS THROUGH GATE 0.15 MI,
 QD1621'CONTINUE STRAIGHT AHEAD 0.3 MI S.  TURN LEFT ABOUT 1 MI E.
 QD1621'CROSS-COUNTRY TO BASE OF BUTTE AND END OF TRUCK TRAVEL.  PACK 0.6
 QD1621'MI UP SLOPE TO HIGH GROUND AND STATION.  ABOUT A 45-MINUTE PACK.
 QD1621'
 QD1621'STATION MARK--STANDARD TABLET
 QD1621'STAMPED---GRAY BUTTE 1916 USC+GS 1932---, CEMENTED IN DRILL HOLE IN
 QD1621'OUTCROPPING BEDROCK PROJECTING ABOUT 4 INCHES.
 QD1621'
 QD1621'RM 1--CGS DISK STAMPED---GRAY BUTTE NO 1 1932---, CEMENTED IN DRILL
 QD1621'HOLE IN BOULDER PROJECTING ABOUT 3 FT., ABOUT 10 FT. LOWER THAN
 QD1621'STATION MARK.
 QD1621'
 QD1621'RM 2--CGS DISK STAMPED---GRAY BUTTE NO 2 1932---, CEMENTED IN DRILL
 QD1621'HOLE IN BOULDER PROJECTING ABOUT 2 FT., 2.5 FT. LOWER THAN
 QD1621'STATION MARK.
 QD1621
 QD1621                          STATION RECOVERY (1964)
 QD1621
 QD1621'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1964
 QD1621'THE STATION AND REFERENCE MARKS RECOVERED IN GOOD
 QD1621'CONDITION.  REACHED BY HELICOPTER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1620 ***********************************************************************
 QD1620  DESIGNATION -  GRAY BUTTE CAIRN
 QD1620  PID         -  QD1620
 QD1620  STATE/COUNTY-  OR/JEFFERSON
 QD1620  USGS QUAD   -  GRAY BUTTE (1992)
 QD1620
 QD1620                         *CURRENT SURVEY CONTROL
 QD1620  ___________________________________________________________________
 QD1620* NAD 83(1991)-  44 24 59.98554(N)    121 06 04.97203(W)     ADJUSTED  
 QD1620* NAVD 88     -      1557.     (meters)    5108.     (feet)  SCALED    
 QD1620  ___________________________________________________________________
 QD1620  LAPLACE CORR-           4.97  (seconds)                    DEFLEC99
 QD1620  GEOID HEIGHT-         -20.87  (meters)                     GEOID03
 QD1620  HORZ ORDER  -  THIRD
 QD1620
 QD1620.The horizontal coordinates were established by classical geodetic methods
 QD1620.and adjusted by the National Geodetic Survey in October 1991.
 QD1620
 QD1620.The orthometric height was scaled from a topographic map.
 QD1620
 QD1620.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1620
 QD1620.The geoid height was determined by GEOID03.
 QD1620
 QD1620;                    North         East     Units Scale Factor Converg.
 QD1620;SPC OR N     -    83,520.362 2,452,105.743   MT  0.99998006   -0 25 35.4
 QD1620;SPC OR N     -   274,016.94  8,044,966.35   iFT  0.99998006   -0 25 35.4
 QD1620;SPC OR S     -   305,676.553 1,452,098.402   MT  1.00013269   -0 24 41.2
 QD1620;SPC OR S     - 1,002,875.83  4,764,102.37   iFT  1.00013269   -0 24 41.2
 QD1620;UTM  10      - 4,919,905.395   651,151.378   MT  0.99988097   +1 19 44.5
 QD1620
 QD1620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1620!SPC OR N     -   0.99975918  x   0.99998006  =   0.99973924
 QD1620!SPC OR S     -   0.99975918  x   1.00013269  =   0.99989184
 QD1620!UTM  10      -   0.99975918  x   0.99988097  =   0.99964018
 QD1620
 QD1620                          SUPERSEDED SURVEY CONTROL
 QD1620
 QD1620  NAD 83(1986)-  44 24 59.99425(N)    121 06 04.97009(W) AD(       ) 4
 QD1620  NAD 27      -  44 25 00.60000(N)    121 06 00.80000(W) AD(       ) 3
 QD1620
 QD1620.Superseded values are not recommended for survey control.
 QD1620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1620.See file dsdata.txt to determine how the superseded data were derived.
 QD1620
 QD1620_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ5115119905(NAD 83)
 QD1620
 QD1620  HISTORY     - Date     Condition        Report By
 QD1620  HISTORY     - 1932     MONUMENTED       USGS
 QD1620
 QD1620                          STATION DESCRIPTION
 QD1620
 QD1620'DESCRIBED BY US GEOLOGICAL SURVEY 1932
 QD1620'SEE STATION GRAY BUTTE USGS
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0298 ***********************************************************************
 NX0298  DESIGNATION -  GRAYS
 NX0298  PID         -  NX0298
 NX0298  STATE/COUNTY-  OR/LAKE
 NX0298  USGS QUAD   -  JUNIPER MTN (1984)
 NX0298
 NX0298                         *CURRENT SURVEY CONTROL
 NX0298  ___________________________________________________________________
 NX0298* NAD 83(1991)-  42 58 42.28163(N)    119 58 26.03068(W)     ADJUSTED  
 NX0298* NAVD 88     -      1882.8    (meters)    6177.     (feet)  VERTCON   
 NX0298  ___________________________________________________________________
 NX0298  LAPLACE CORR-           6.86  (seconds)                    DEFLEC99
 NX0298  GEOID HEIGHT-         -20.04  (meters)                     GEOID03
 NX0298  HORZ ORDER  -  FIRST
 NX0298
 NX0298.The horizontal coordinates were established by classical geodetic methods
 NX0298.and adjusted by the National Geodetic Survey in October 1991.
 NX0298
 NX0298.The NAVD 88 height was computed by applying the VERTCON shift value to
 NX0298.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NX0298
 NX0298.The Laplace correction was computed from DEFLEC99 derived deflections.
 NX0298
 NX0298.The geoid height was determined by GEOID03.
 NX0298
 NX0298;                    North         East     Units Scale Factor Converg.
 NX0298;SPC OR S     -   145,846.345 1,542,909.360   MT  0.99990009   +0 21 35.8
 NX0298;SPC OR S     -   478,498.51  5,062,038.58   iFT  0.99990009   +0 21 35.8
 NX0298;UTM  11      - 4,762,709.627   257,509.834   MT  1.00032344   -2 01 42.1
 NX0298;UTM  10      - 4,762,861.723   746,747.232   MT  1.00034907   +2 03 50.4
 NX0298
 NX0298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NX0298!SPC OR S     -   0.99970795  x   0.99990009  =   0.99960807
 NX0298!UTM  11      -   0.99970795  x   1.00032344  =   1.00003130
 NX0298!UTM  10      -   0.99970795  x   1.00034907  =   1.00005692
 NX0298
 NX0298|---------------------------------------------------------------------|
 NX0298| PID    Reference Object                     Distance      Geod. Az  |
 NX0298|                                                           dddmmss.s |
 NX0298| CD6657 GRAYS RM                                           02721     |
 NX0298| PA0722 LITTLE JUNIPER SUMMIT               APPROX.22.1 KM 0280457.4 |
 NX0298| NX0300 JUNIPER                             APPROX. 6.3 KM 1482636.2 |
 NX0298| PB0683 HAMPTON BUTTE SUMMIT                APPROX.91.8 KM 3442017.3 |
 NX0298| PB0681 GLASS BUTTE SUMMIT                  APPROX.64.8 KM 3524835.9 |
 NX0298|---------------------------------------------------------------------|
 NX0298
 NX0298                          SUPERSEDED SURVEY CONTROL
 NX0298
 NX0298  NAD 83(1986)-  42 58 42.29345(N)    119 58 26.02181(W) AD(       ) 1
 NX0298  NAD 27      -  42 58 42.74500(N)    119 58 22.16300(W) AD(       ) 1
 NX0298  NGVD 29 (07/19/86) 1881.6    (m)         6173.     (f) VERT ANG    3  
 NX0298
 NX0298.Superseded values are not recommended for survey control.
 NX0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NX0298.See file dsdata.txt to determine how the superseded data were derived.
 NX0298
 NX0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKH5751062710(NAD 83)
 NX0298_MARKER: DS = TRIANGULATION STATION DISK
 NX0298_SETTING: 66 = SET IN ROCK OUTCROP
 NX0298
 NX0298  HISTORY     - Date     Condition        Report By
 NX0298  HISTORY     - 1920     MONUMENTED       CGS
 NX0298
 NX0298                          STATION DESCRIPTION
 NX0298
 NX0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (EWE)
 NX0298'ABOUT 60 MILES NORTHEAST FROM LAKEVIEW, ABOUT 20 MILES SOUTH FROM
 NX0298'BUTTE, 3 MILES EAST FROM ALKALI LAKE, AND ON THE HIGHEST POINT
 NX0298'OF GRAYS BUTTE.  THE STATION IS MARKED BY A BRONZE TABLET IN
 NX0298'BEDROCK AS DESCRIBED.  THE REFERENCE MARK, A BRONZE
 NX0298'TABLET IN BEDROCK, N 27 DEG 22 MIN E FROM THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1979 ***********************************************************************
 SC1979  DESIGNATION -  GREEN
 SC1979  PID         -  SC1979
 SC1979  STATE/COUNTY-  OR/CLATSOP
 SC1979  USGS QUAD   -  CATHLAMET BAY (1984)
 SC1979
 SC1979                         *CURRENT SURVEY CONTROL
 SC1979  ___________________________________________________________________
 SC1979* NAD 83(1991)-  46 12 50.92202(N)    123 39 44.60515(W)     ADJUSTED  
 SC1979* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 SC1979  ___________________________________________________________________
 SC1979  LAPLACE CORR-          11.98  (seconds)                    DEFLEC99
 SC1979  GEOID HEIGHT-         -22.50  (meters)                     GEOID03
 SC1979  HORZ ORDER  -  THIRD
 SC1979
 SC1979.The horizontal coordinates were established by classical geodetic methods
 SC1979.and adjusted by the National Geodetic Survey in October 1991.
 SC1979
 SC1979.The orthometric height was scaled from a topographic map.
 SC1979
 SC1979.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1979
 SC1979.The geoid height was determined by GEOID03.
 SC1979
 SC1979;                    North         East     Units Scale Factor Converg.
 SC1979;SPC OR N     -   287,873.932 2,256,024.870   MT  1.00006153   -2 14 33.8
 SC1979;SPC OR N     -   944,468.28  7,401,656.40   iFT  1.00006153   -2 14 33.8
 SC1979;SPC WA S     -   102,792.604   256,058.692   MT  0.99993544   -2 17 49.7
 SC1979;SPC WA S     -   337,245.40    840,085.89   sFT  0.99993544   -2 17 49.7
 SC1979;UTM  10      - 5,118,054.135   448,907.859   MT  0.99963209   -0 28 41.6
 SC1979
 SC1979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1979!SPC OR N     -   1.00000306  x   1.00006153  =   1.00006459
 SC1979!SPC WA S     -   1.00000306  x   0.99993544  =   0.99993850
 SC1979!UTM  10      -   1.00000306  x   0.99963209  =   0.99963515
 SC1979
 SC1979|---------------------------------------------------------------------|
 SC1979| PID    Reference Object                     Distance      Geod. Az  |
 SC1979|                                                           dddmmss.s |
 SC1979| CE3614 GREEN RM 1                            6.942 METERS 09003     |
 SC1979| CE3615 GREEN RM 2                            6.696 METERS 15805     |
 SC1979| SC1900 HARRINGTON                          APPROX. 5.9 KM 3551009.9 |
 SC1979|---------------------------------------------------------------------|
 SC1979
 SC1979                          SUPERSEDED SURVEY CONTROL
 SC1979
 SC1979  NAD 83(1986)-  46 12 50.93232(N)    123 39 44.59579(W) AD(       ) 3
 SC1979  NAD 27      -  46 12 51.54367(N)    123 39 40.10279(W) AD(       ) 3
 SC1979
 SC1979.Superseded values are not recommended for survey control.
 SC1979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1979.See file dsdata.txt to determine how the superseded data were derived.
 SC1979
 SC1979_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS4890818054(NAD 83)
 SC1979_MARKER: Z = SEE DESCRIPTION
 SC1979_SETTING: 0 = UNSPECIFIED SETTING
 SC1979
 SC1979  HISTORY     - Date     Condition        Report By
 SC1979  HISTORY     - 1950     MONUMENTED       CGS
 SC1979  HISTORY     - 1957     SEE DESCRIPTION  CGS
 SC1979
 SC1979                          STATION DESCRIPTION
 SC1979
 SC1979'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WHB)
 SC1979'STATION IS LOCATED IN THE COLUMBIA RIVER, IN ABOUT THE CENTER
 SC1979'OF GREEN ISLAND, IN A GRASSY MARSH WHICH IS COVERED FROM 1 TO 2
 SC1979'FEET AT HIGH WATER.  IT IS 14.9 METERS S OF THE W END OF GREEN
 SC1979'ISLAND DIKE.
 SC1979'
 SC1979'STATION IS MARKED BY A STANDARD DISK, STAMPED GREEN 1950, SET
 SC1979'IN CONCRETE IN THE TIP OF A CONCRETE-FILLED STOVEPIPE WHICH IS
 SC1979'SET AROUND A 5-FOOT SECTION OF 2-1/2-INCH IRON PIPE DRIVEN INTO
 SC1979'THE MARSH.  TOP OF MARK PROJECTS ABOUT 1 FOOT.
 SC1979'
 SC1979'REFERENCE MARKS ARE STANDARD DISKS SET IN CONCRETE-FILLED
 SC1979'STOVEPIPE AND PROJECT 1 FOOT.  MARKS ARE STAMPED GREEN NO 1 1950
 SC1979'AND GREEN NO 2 1950, RESPECTIVELY.
 SC1979
 SC1979                          STATION RECOVERY (1957)
 SC1979
 SC1979'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (VRS)
 SC1979'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 SC1979'AS DESCRIBED BY W.H.B. IN 1950.  PREVIOUS DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1223 ***********************************************************************
 OA1223  DESIGNATION -  GREEN
 OA1223  PID         -  OA1223
 OA1223  STATE/COUNTY-  OR/DOUGLAS
 OA1223  USGS QUAD   -  WINCHESTER BAY (1985)
 OA1223
 OA1223                         *CURRENT SURVEY CONTROL
 OA1223  ___________________________________________________________________
 OA1223* NAD 83(1991)-  43 43 04.24388(N)    124 08 59.19242(W)     ADJUSTED  
 OA1223* NAVD 88     -              **(meters)            **(feet)            
 OA1223  ___________________________________________________________________
 OA1223  LAPLACE CORR-          14.44  (seconds)                    DEFLEC99
 OA1223  GEOID HEIGHT-         -25.19  (meters)                     GEOID03
 OA1223  HORZ ORDER  -  THIRD
 OA1223
 OA1223.The horizontal coordinates were established by classical geodetic methods
 OA1223.and adjusted by the National Geodetic Survey in October 1991.
 OA1223
 OA1223
 OA1223.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1223
 OA1223.The geoid height was determined by GEOID03.
 OA1223
 OA1223;                    North         East     Units Scale Factor Converg.
 OA1223;SPC OR S     -   234,262.171 1,205,992.265   MT  0.99994053   -2 29 49.1
 OA1223;SPC OR S     -   768,576.68  3,956,667.54   iFT  0.99994053   -2 29 49.1
 OA1223;UTM  10      - 4,841,177.633   407,381.741   MT  0.99970551   -0 47 40.8
 OA1223
 OA1223                          SUPERSEDED SURVEY CONTROL
 OA1223
 OA1223  NAD 83(1986)-  43 43 04.24750(N)    124 08 59.24084(W) AD(       ) 4
 OA1223  NAD 27      -  43 43 04.82000(N)    124 08 54.83000(W) AD(       ) 3
 OA1223
 OA1223.Superseded values are not recommended for survey control.
 OA1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1223.See file dsdata.txt to determine how the superseded data were derived.
 OA1223
 OA1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP0738241178(NAD 83)
 OA1223
 OA1223  HISTORY     - Date     Condition        Report By
 OA1223  HISTORY     - 1920     MONUMENTED       USE
 OA1223  HISTORY     - 1948     SEE DESCRIPTION  CGS
 OA1223
 OA1223                          STATION DESCRIPTION
 OA1223
 OA1223'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RAE)
 OA1223'A THOROUGH SEARCH WAS MADE FOR THE STATION USING THE DISTANCE FROM
 OA1223'STATION AT 1920 BUT IT WAS NOT FOUND.
 OA1223'
 OA1223'IT IS RECOMMENDED THAT THE STATION BE CLASSIFIED AS LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1713 ***********************************************************************
 QE1713  DESIGNATION -  GREEN
 QE1713  PID         -  QE1713
 QE1713  STATE/COUNTY-  OR/LINN
 QE1713  USGS QUAD   -  SWAMP MOUNTAIN (1989)
 QE1713
 QE1713                         *CURRENT SURVEY CONTROL
 QE1713  ___________________________________________________________________
 QE1713* NAD 83(1991)-  44 16 05.04188(N)    122 27 03.44878(W)     ADJUSTED  
 QE1713* NAVD 88     -      1373.8    (meters)    4507.     (feet)  VERTCON   
 QE1713  ___________________________________________________________________
 QE1713  LAPLACE CORR-           7.02  (seconds)                    DEFLEC99
 QE1713  GEOID HEIGHT-         -22.48  (meters)                     GEOID03
 QE1713  HORZ ORDER  -  THIRD
 QE1713
 QE1713.The horizontal coordinates were established by classical geodetic methods
 QE1713.and adjusted by the National Geodetic Survey in October 1991.
 QE1713
 QE1713.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE1713.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE1713
 QE1713.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE1713
 QE1713.The geoid height was determined by GEOID03.
 QE1713
 QE1713;                    North         East     Units Scale Factor Converg.
 QE1713;SPC OR N     -    68,711.130 2,344,239.822   MT  1.00001707   -1 23 00.9
 QE1713;SPC OR N     -   225,430.22  7,691,075.53   iFT  1.00001707   -1 23 00.9
 QE1713;UTM  10      - 4,901,793.729   543,820.297   MT  0.99962361   +0 22 59.7
 QE1713
 QE1713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE1713!SPC OR N     -   0.99978816  x   1.00001707  =   0.99980523
 QE1713!UTM  10      -   0.99978816  x   0.99962361  =   0.99941185
 QE1713
 QE1713|---------------------------------------------------------------------|
 QE1713| PID    Reference Object                     Distance      Geod. Az  |
 QE1713|                                                           dddmmss.s |
 QE1713| QE1711 4509 VA                               3.993 METERS 05647     |
 QE1713| CE1541 GREEN RM 1                            6.685 METERS 15650     |
 QE1713| QE1712 GREEN MTN LOOKOUT HOUSE               6.952 METERS 23909     |
 QE1713| QE1715 HIGH DECK                           APPROX.18.2 KM 3574511.0 |
 QE1713|---------------------------------------------------------------------|
 QE1713
 QE1713                          SUPERSEDED SURVEY CONTROL
 QE1713
 QE1713  NAD 83(1986)-  44 16 05.06407(N)    122 27 03.47294(W) AD(       ) 3
 QE1713  NAD 27      -  44 16 05.60300(N)    122 26 59.18100(W) AD(       ) 3
 QE1713  NGVD 29 (07/19/86) 1372.6    (m)         4503.     (f) VERT ANG    3  
 QE1713
 QE1713.Superseded values are not recommended for survey control.
 QE1713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1713.See file dsdata.txt to determine how the superseded data were derived.
 QE1713
 QE1713_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ4382001794(NAD 83)
 QE1713_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QE1713_SETTING: 80 = SET IN A BOULDER
 QE1713_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QE1713
 QE1713  HISTORY     - Date     Condition        Report By
 QE1713  HISTORY     - 1953     MONUMENTED       CGS
 QE1713  HISTORY     - 1955     GOOD             USGS
 QE1713  HISTORY     - 1960     SEE DESCRIPTION  BPA
 QE1713
 QE1713                          STATION DESCRIPTION
 QE1713
 QE1713'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 QE1713'THE STATION IS ABOUT 36 MILES EAST-NORTHEAST OF EUGENE, 17 MILES
 QE1713'SOUTHEAST OF SWEET HOME, AND 10 MILES NORTHWEST OF THE VILLAGE
 QE1713'OF BLUE RIVER, ON THE HIGHEST POINT OF GREEN MOUNTAIN.
 QE1713'
 QE1713'THE STATION CAN BE REACHED FROM THE JUNCTION OF U.S. HIGHWAY 20
 QE1713'AND STATE HIGHWAY 228 AT THE SOUTHWEST EDGE OF SWEET HOME.  GO
 QE1713'SOUTHWESTERLY ON STATE HIGHWAY 228 FOR 4.8 MILES TO A GRAVELED
 QE1713'ROAD LEFT AT THE SOUTHWEST END OF A HIGHWAY BRIDGE OVER THE
 QE1713'CALAPOOYA RIVER.  TURN LEFT AND FOLLOW THE MAIN TRAVELED ROAD FOR
 QE1713'10.45 MILES TO DOLLAR SIDING AND A LOG LOADING AREA.  CONTINUE
 QE1713'STRAIGHT AHEAD FOR 4 MILES TO ANOTHER ROAD RIGHT ACROSS A
 QE1713'BRIDGE.  CONTINUE STRAIGHT AHEAD FOR 4.5 MILES TO A FORK AND
 QE1713'SIGN POTTS CREEK ROAD.  TAKE THE LEFT FORK AND FOLLOW THE
 QE1713'MAIN ROAD FOR 1.1 MILES TO A FORK.  TAKE THE LEFT FORK AND
 QE1713'FOLLOW THE MAIN ROAD FOR 6.25 MILES TO THE SUMMIT OF GREEN
 QE1713'MOUNTAIN AND THE STATION.
 QE1713'
 QE1713'THE STATION MARK, A STANDARD DISK STAMPED GREEN 1953, IS SET IN
 QE1713'A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT 6 INCHES.  THE
 QE1713'MARK IS 9.1 FEET EAST OF THE NORTHEAST CORNER OF THE LOOKOUT
 QE1713'HOUSE.
 QE1713'
 QE1713'REFERENCE MARK 1, A STANDARD DISK STAMPED GREEN NO 1 1953, IS
 QE1713'SET IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 6 INCHES.  THE
 QE1713'MARK IS 16.6 FEET EAST OF THE SOUTHEAST CORNER OF THE LOOKOUT
 QE1713'HOUSE.
 QE1713'
 QE1713'USGS B.M. (R.M. 2), A U.S. GEOLOGICAL SURVEY BENCH MARK DISK
 QE1713'STAMPED VAS 1934 4509, IS SET IN A DRILL HOLE IN A BOULDER
 QE1713'WHICH PROJECTS ABOUT 8 INCHES.  THE MARK IS 21.6 FEET EAST OF
 QE1713'THE NORTHEAST CORNER OF THE LOOKOUT HOUSE.  THE MARK IS 0.50
 QE1713'METERS LOWER IN ELEVATION THAN THE STATION MARK.
 QE1713
 QE1713                          STATION RECOVERY (1955)
 QE1713
 QE1713'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 QE1713'RECOVERED AS DESCRIBED BY NGS.  ALL MARKS IN GOOD CONDITION.
 QE1713
 QE1713                          STATION RECOVERY (1960)
 QE1713
 QE1713'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1960
 QE1713'FROM HOLLEY, OREGON, ON STATE HIGHWAY NO. 228 AT ROAD JUNCTION AT
 QE1713'SOUTHWEST END OF BRIDGE OVER THE CALAPOOYA RIVER, TAKE ROAD GOING
 QE1713'UP CALAPOOYA RIVER TO SOUTHEAST AND GO 10.4 MILES TO DOLLAR (MILL
 QE1713'TOWN ON CALAPOOYA), CONTINUE ON UP MAIN ROAD UP THE CALAPOOYA
 QE1713'RIVER FOR 8 + OR - MILES TO FORKS.  TAKE LEFT FORK (UP GRADE) AND
 QE1713'GO 6.5 + OR - MILES, KEEPING TO THE LEFT AT SEVERAL FORKS OF
 QE1713'LOGGING ROADS, CONTINUING UP GRADE (THE LAST 0.5 MILE IS JEEP
 QE1713'ROAD ONLY) TO LOOKOUT BUILDING AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1789 ***********************************************************************
 QE1789  DESIGNATION -  GREEN
 QE1789  PID         -  QE1789
 QE1789  STATE/COUNTY-  OR/MARION
 QE1789  USGS QUAD   -  CRABTREE (1975)
 QE1789
 QE1789                         *CURRENT SURVEY CONTROL
 QE1789  ___________________________________________________________________
 QE1789* NAD 83(1991)-  44 43 57.51520(N)    122 58 03.83258(W)     ADJUSTED  
 QE1789* NAVD 88     -        84.     (meters)     276.     (feet)  VERTCON   
 QE1789  ___________________________________________________________________
 QE1789  LAPLACE CORR-          -3.92  (seconds)                    DEFLEC99
 QE1789  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 QE1789  HORZ ORDER  -  SECOND
 QE1789
 QE1789.The horizontal coordinates were established by classical geodetic methods
 QE1789.and adjusted by the National Geodetic Survey in October 1991.
 QE1789
 QE1789.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE1789.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE1789
 QE1789.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE1789
 QE1789.The geoid height was determined by GEOID03.
 QE1789
 QE1789;                    North         East     Units Scale Factor Converg.
 QE1789;SPC OR N     -   121,438.075 2,304,569.828   MT  0.99992337   -1 45 00.3
 QE1789;SPC OR N     -   398,418.88  7,560,924.63   iFT  0.99992337   -1 45 00.3
 QE1789;UTM  10      - 4,953,251.643   502,555.069   MT  0.99960008   +0 01 21.8
 QE1789
 QE1789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE1789!SPC OR N     -   0.99999045  x   0.99992337  =   0.99991382
 QE1789!UTM  10      -   0.99999045  x   0.99960008  =   0.99959053
 QE1789
 QE1789:                Primary Azimuth Mark                     Grid Az
 QE1789:SPC OR N     -  BELL                                     181 59 58.7
 QE1789:UTM  10      -  BELL                                     180 13 36.6
 QE1789
 QE1789|---------------------------------------------------------------------|
 QE1789| PID    Reference Object                     Distance      Geod. Az  |
 QE1789|                                                           dddmmss.s |
 QE1789| QE1787 BELL                                APPROX. 1.5 KM 1801458.4 |
 QE1789|---------------------------------------------------------------------|
 QE1789
 QE1789                          SUPERSEDED SURVEY CONTROL
 QE1789
 QE1789  NAD 83(1986)-  44 43 57.53860(N)    122 58 03.85145(W) AD(       ) 2
 QE1789  NAD 27      -  44 43 58.09975(N)    122 57 59.52001(W) AD(       ) 2
 QE1789  NGVD 29 (07/19/86)   83.     (m)          272.     (f) VERT ANG    3  
 QE1789
 QE1789.Superseded values are not recommended for survey control.
 QE1789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1789.See file dsdata.txt to determine how the superseded data were derived.
 QE1789
 QE1789_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ0255553252(NAD 83)
 QE1789_MARKER: DD = SURVEY DISK
 QE1789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE1789_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE1789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE1789+STABILITY: SURFACE MOTION
 QE1789
 QE1789  HISTORY     - Date     Condition        Report By
 QE1789  HISTORY     - 1972     MONUMENTED       OR-047
 QE1789
 QE1789                          STATION DESCRIPTION
 QE1789
 QE1789'DESCRIBED BY MARION COUNTY OREGON 1972 (ADG)
 QE1789'THE STATION IS LOCATED ABOUT 2.5 MILES NORTHEAST OF THE CITY OF
 QE1789'JEFFERSON AND SITUATED IN THE S.W. 1/4 OF THE N.W. 1/4 OF SECTION 5,
 QE1789'TOWNSHIP 10 SOUTH, RANGE 2 WEST, WILLAMETTE MERIDIAN, MARION
 QE1789'COUNTY, OREGON.
 QE1789'
 QE1789'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 99-E
 QE1789'(2ND STREET) AND NORTH AVENUE IN THE NORTH PORTION OF THE CITY OF
 QE1789'JEFFERSON, GO EAST ON NORTH AVENUE FOR ABOUT 1,000 FEET TO MARKET
 QE1789'ROAD NO. 35 (JUST WEST OF THE RAILROAD TRACKS).  TURN LEFT
 QE1789'(NORTHERLY) ONTO MARKET ROAD NO. 35 AND GO, FOLLOWING THE
 QE1789'TRACKS-OVER THE BRIDGE CROSSING THE TRACKS, FOR ABOUT 2.55 MILES
 QE1789'TO A 3-WAY INTERSECTION WITH COUNTY ROAD NO. 933 ON THE RIGHT
 QE1789'AND STATION MARK WHICH IS A COUNTY MONUMENT FLUSH WITH THE
 QE1789'PAVEMENT AND IN THE CENTER OF THE INTERSECTION.
 QE1789'
 QE1789'THE STATION MARK IS A MARION COUNTY BRASS DISK STAMPED MARION
 QE1789'COUNTY.  T10S, R2W.  C.R. 933.  M.R. 35, SET IN THE TOP OF AN
 QE1789'8 INCH CYLINDRICAL CONCRETE POST AND 7 INCHES BELOW THE SURFACE
 QE1789'OF THE PAVEMENT.  A MARION COUNTY IRON BOX ENCASES THE TOP OF
 QE1789'THE CONCRETE POST AND HAS A METAL COVER EMBOSSED WITH THE WORDS
 QE1789'MARION COUNTY MONUMENT.  THERE IS NO UNDERGROUND STATION MARK
 QE1789'FOR THE STATION.
 QE1789'
 QE1789'AZIMUTH MARK IS STATION BELL WHICH IS 0.96 MILE SOUTH OF STATION
 QE1789'GREEN AND IS A COUNTY MONUMENT SET FLUSH WITH AND IN THE CENTER OF
 QE1789'THE PAVEMENT.  A FARMERS LANE GOES WEST AND EAST OF POINT.  A
 QE1789'TELEPHONE POLE BEARS SOUTH 44 DEG 10 MIN EAST 40.5 FEET.  AN IRON
 QE1789'PIPE BEARS NORTH 79 DEG WEST 30.35 FEET.
 QE1789'
 QE1789'THE AZIMUTH MARK IS A MARION COUNTY BRASS DISK STAMPED MARION
 QE1789'COUNTY.  T10S.  R2W.  D.L.C. 57/56, SET IN THE TOP OF AN 8 INCH
 QE1789'CYLINDRICAL CONCRETE POST AND 7 INCHES BELOW THE SURFACE OF THE
 QE1789'PAVEMENT.  A MARION COUNTY CAST IRON BOX ENCASES THE TOP OF THE
 QE1789'CONCRETE POST AND HAS A METAL COVER EMBOSSED WITH THE WORDS
 QE1789'MARION COUNTY MONUMENT.  THERE IS NO UNDERGROUND STATION MARK
 QE1789'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2587 ***********************************************************************
 QE2587  DESIGNATION -  GREEN
 QE2587  PID         -  QE2587
 QE2587  STATE/COUNTY-  OR/LANE
 QE2587  USGS QUAD   -  MERCER LAKE (1984)
 QE2587
 QE2587                         *CURRENT SURVEY CONTROL
 QE2587  ___________________________________________________________________
 QE2587* NAD 83(1991)-  44 00 04.86667(N)    124 04 46.84544(W)     ADJUSTED  
 QE2587* NAVD 88     -       141.8    (meters)     465.     (feet)  VERTCON   
 QE2587  ___________________________________________________________________
 QE2587  LAPLACE CORR-          13.31  (seconds)                    DEFLEC99
 QE2587  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 QE2587  HORZ ORDER  -  THIRD
 QE2587
 QE2587.The horizontal coordinates were established by classical geodetic methods
 QE2587.and adjusted by the National Geodetic Survey in October 1991.
 QE2587
 QE2587.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE2587.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE2587
 QE2587.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2587
 QE2587.The geoid height was determined by GEOID03.
 QE2587
 QE2587;                    North         East     Units Scale Factor Converg.
 QE2587;SPC OR S     -   265,488.930 1,212,981.389   MT  1.00000034   -2 26 56.5
 QE2587;SPC OR S     -   871,026.67  3,979,597.73   iFT  1.00000034   -2 26 56.5
 QE2587;UTM  10      - 4,872,589.580   413,439.451   MT  0.99969215   -0 45 00.3
 QE2587
 QE2587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2587!SPC OR S     -   0.99998162  x   1.00000034  =   0.99998196
 QE2587!UTM  10      -   0.99998162  x   0.99969215  =   0.99967377
 QE2587
 QE2587|---------------------------------------------------------------------|
 QE2587| PID    Reference Object                     Distance      Geod. Az  |
 QE2587|                                                           dddmmss.s |
 QE2587| CE1539 GREEN RM E                            6.270 METERS 07348     |
 QE2587| QE2604 SUGAR LOAF 2                        APPROX. 4.7 KM 3053345.6 |
 QE2587| CE1540 GREEN RM N                            6.800 METERS 35535     |
 QE2587|---------------------------------------------------------------------|
 QE2587
 QE2587                          SUPERSEDED SURVEY CONTROL
 QE2587
 QE2587  NAD 83(1986)-  44 00 04.87515(N)    124 04 46.89876(W) AD(       ) 3
 QE2587  NAD 27      -  44 00 05.43600(N)    124 04 42.48300(W) AD(       ) 3
 QE2587  NGVD 29 (07/19/86)  140.7    (m)          462.     (f) VERT ANG    3  
 QE2587
 QE2587.Superseded values are not recommended for survey control.
 QE2587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2587.See file dsdata.txt to determine how the superseded data were derived.
 QE2587
 QE2587_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP1343972590(NAD 83)
 QE2587_MARKER: Z = SEE DESCRIPTION
 QE2587_SETTING: 0 = UNSPECIFIED SETTING
 QE2587
 QE2587  HISTORY     - Date     Condition        Report By
 QE2587  HISTORY     - 1908     MONUMENTED       CGS
 QE2587  HISTORY     - 1933     SEE DESCRIPTION  CGS
 QE2587  HISTORY     - 1956     SEE DESCRIPTION  CGS
 QE2587  HISTORY     - 19940904 MARK NOT FOUND   USPSQD
 QE2587
 QE2587                          STATION DESCRIPTION
 QE2587
 QE2587'DESCRIBED BY COAST AND GEODETIC SURVEY 1908 (JSH)
 QE2587'STATION IS ABOUT 2 MILES N OF E OF FLORENCE.  THERE IS A LONG
 QE2587'RIDGE OF HILLS ABOUT 275 METERS E OF A ROAD, AND IT IS ON THE
 QE2587'HIGHEST PART OF THE ONE FARTHEST N THAT THE STATION IS LOCATED.
 QE2587'
 QE2587'THE STATION IS MARKED 12 TO 15 INCHES BELOW THE GROUND BY A
 QE2587'DRILL HOLE IN A ROCK AND AT THE SURFACE BY A STANDARD DISK
 QE2587'STATION MARK SET IN A ROCK.
 QE2587'
 QE2587'THE REFERENCE MARKS ARE 3/8-INCH BRASS BOLTS SET IN STONE LEVEL
 QE2587'WITH SURFACE.
 QE2587'
 QE2587'ONE REFERENCE MARK IS DISTANT 6.80 METERS IN AZIMUTH 175 DEG 35
 QE2587'MIN AND THE OTHER IS DISTANT 6.27 METERS IN AZIMUTH 253 DEG 48 MIN.
 QE2587
 QE2587                          STATION RECOVERY (1933)
 QE2587
 QE2587'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (LAM)
 QE2587'STATION IS ABOUT 3 MILES NE OF FLORENCE AND 1 MILE E OF THE
 QE2587'OREGON COAST HIGHWAY, ON THE RANGE OF HILLS S OF MUNSEL LAKE AND
 QE2587'W OF NORTH FORK OF SIUSLAW RIVER.  IT IS ON THE HIGHEST PART OF
 QE2587'THE HILL FARTHEST N.
 QE2587'
 QE2587'ALL MARKS FOUND IN GOOD CONDITION.
 QE2587
 QE2587                          STATION RECOVERY (1956)
 QE2587
 QE2587'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (LSB)
 QE2587'THE STATION COULD NOT BE FOUND AFTER A THOROUGH SEARCH WAS MADE
 QE2587'BY DISTANCE AND DIRECTION FROM GREEN 2.  IT IS ASSUMED TO BE LOST.
 QE2587
 QE2587                          STATION RECOVERY (1994)
 QE2587
 QE2587'RECOVERY NOTE BY US POWER SQUADRON 1994
 QE2587'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1854 ***********************************************************************
 QD1854  DESIGNATION -  GREEN
 QD1854  PID         -  QD1854
 QD1854  STATE/COUNTY-  OR/JEFFERSON
 QD1854  USGS QUAD   -  SHITIKE BUTTE (1988)
 QD1854
 QD1854                         *CURRENT SURVEY CONTROL
 QD1854  ___________________________________________________________________
 QD1854* NAD 83(1991)-  44 39 06.73824(N)    121 33 18.89351(W)     ADJUSTED  
 QD1854* NAVD 88     -      1423.0    (meters)    4669.     (feet)  VERTCON   
 QD1854  ___________________________________________________________________
 QD1854  LAPLACE CORR-          -6.27  (seconds)                    DEFLEC99
 QD1854  GEOID HEIGHT-         -21.44  (meters)                     GEOID03
 QD1854  HORZ ORDER  -  THIRD
 QD1854
 QD1854.The horizontal coordinates were established by classical geodetic methods
 QD1854.and adjusted by the National Geodetic Survey in October 1991.
 QD1854
 QD1854.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1854.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1854
 QD1854.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1854
 QD1854.The geoid height was determined by GEOID03.
 QD1854
 QD1854;                    North         East     Units Scale Factor Converg.
 QD1854;SPC OR N     -   110,024.637 2,416,302.546   MT  0.99993501   -0 44 54.1
 QD1854;SPC OR N     -   360,973.22  7,927,501.79   iFT  0.99993501   -0 44 54.1
 QD1854;UTM  10      - 4,945,294.109   614,556.129   MT  0.99976138   +1 00 55.7
 QD1854
 QD1854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1854!SPC OR N     -   0.99978030  x   0.99993501  =   0.99971532
 QD1854!UTM  10      -   0.99978030  x   0.99976138  =   0.99954173
 QD1854
 QD1854|---------------------------------------------------------------------|
 QD1854| PID    Reference Object                     Distance      Geod. Az  |
 QD1854|                                                           dddmmss.s |
 QD1854| CS4190 GREEN RM 2                            5.749 METERS 05032     |
 QD1854| CS4189 GREEN RM 1                           10.360 METERS 30824     |
 QD1854|---------------------------------------------------------------------|
 QD1854
 QD1854                          SUPERSEDED SURVEY CONTROL
 QD1854
 QD1854  NAD 83(1986)-  44 39 06.75306(N)    121 33 18.90512(W) AD(       ) 3
 QD1854  NGVD 29 (04/26/90) 1421.8    (m)         4665.     (f) VERT ANG    3  
 QD1854
 QD1854.Superseded values are not recommended for survey control.
 QD1854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1854.See file dsdata.txt to determine how the superseded data were derived.
 QD1854
 QD1854_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ1455645294(NAD 83)
 QD1854_MARKER: DS = TRIANGULATION STATION DISK
 QD1854_SETTING: 66 = SET IN ROCK OUTCROP
 QD1854_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 QD1854_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QD1854+STABILITY: POSITION/ELEVATION WELL
 QD1854
 QD1854  HISTORY     - Date     Condition        Report By
 QD1854  HISTORY     - 1958     MONUMENTED       USGS
 QD1854
 QD1854                          STATION DESCRIPTION
 QD1854
 QD1854'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 QD1854'LOCATED ABOUT 19.3 MI NW. OF CULVER, 16.3 MI SW. OF WARM SPRINGS
 QD1854'AGENCY, 12.3 MI ESE. OF MT. JEFFERSON.  ON HIGHEST PART OF SHALE
 QD1854'OUTCROP ON LAST TOP ON EXTREME NORTH END OF MOUNTAIN KNOWN AS
 QD1854'GREEN RIDGE.
 QD1854'
 QD1854'REACHED BY HELICOPTER.
 QD1854'
 QD1854'TO REACH FROM RR. X-ING. IN CULVER, DRIVE 0.7 MI W.  GO 0.9 MI
 QD1854'N.  GO 0.5 MI W.  TURN 0.5 MI N.  TURN 2.7 MI W. DOWN STEEP GRADE
 QD1854'TO BRIDGE ACROSS CROOKED RIVER, CROSS BRIDGE 0.1 MI TO ENTRANCE
 QD1854'TO COVE STATE PARK, CONTINUE STRAIGHT AHEAD S. CLIMBING GRADE
 QD1854'THEN DOWN TO AND CROSSING DESCHUTES RIVER.  TURN N. UP GRADE TO
 QD1854'LARGE BENCH, CONTINUE STRAIGHT AHEAD DUE W. TO T-RD. S. (A TOTAL
 QD1854'OF 6.6 MI), CONTINUE 3.3 MI W.  THEN 0.4 MI S. TO Y-RD. FORKS.
 QD1854'KEEP RIGHT 0.1 MI TO Y-RD. FORK, KEEP RIGHT 0.3 MI TO FLY LAKE
 QD1854'LOT.  CONTINUE ON MAIN-TRAVELED RD. 2.3 MI DOWN GRADE TO SMALL
 QD1854'DRAIN X-ING AND SIGN PRAIRIE FARM 1 METOLIUS RIVER 4.  TURN
 QD1854'RIGHT 0.5 MI TO RD. FORKS AND SIGN
 QD1854'17 ALDER SPR. LO 9 PRAIRIE FARM.  TAKE LEFT FORK 5 MI TO X-RDS.
 QD1854'AND SIGN 11 ALDER SPR. LO.  TURN RIGHT 1.3 MI N. DOWN GRADE TO
 QD1854'RD. FORKS.  TAKE LEFT FORK 3 MI TO Y-RD. FORKS.  KEEP RIGHT 1.5 MI
 QD1854'TO SMALL RIDGE X-ING AND FOREST SERVICE SECTION LINE X-ING TAG.
 QD1854'(4-WHEEL DRIVE FROM HERE) GO 1 MI KEEPING TO OLD SKID RDS. TO
 QD1854'STATION.
 QD1854'
 QD1854'STATION MARK--STANDARD TABLET STAMPED---GREEN 1958---, CEMENTED ON
 QD1854'SLOPE IN DRILL HOLE IN TOP OF ROCK OUTCROP.
 QD1854'
 QD1854'RM 1--STANDARD RM TABLET STAMPED---NO 1 1958---, CEMENTED IN DRILL
 QD1854'HOLE IN ROCK OUTCROP.
 QD1854'
 QD1854'RM 2--STANDARD RM TABLET STAMPED---NO 2 1958---, CEMENTED IN DRILL
 QD1854'HOLE IN ROCK LEDGE, 4.5 FT. LOWER THAN STATION MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2586 ***********************************************************************
 QE2586  DESIGNATION -  GREEN 2
 QE2586  PID         -  QE2586
 QE2586  STATE/COUNTY-  OR/LANE
 QE2586  USGS QUAD   -  MERCER LAKE (1984)
 QE2586
 QE2586                         *CURRENT SURVEY CONTROL
 QE2586  ___________________________________________________________________
 QE2586* NAD 83(1991)-  44 00 04.81269(N)    124 04 45.83710(W)     ADJUSTED  
 QE2586* NAVD 88     -       142.3    (meters)     467.     (feet)  VERTCON   
 QE2586  ___________________________________________________________________
 QE2586  LAPLACE CORR-          13.30  (seconds)                    DEFLEC99
 QE2586  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 QE2586  HORZ ORDER  -  SECOND
 QE2586
 QE2586.The horizontal coordinates were established by classical geodetic methods
 QE2586.and adjusted by the National Geodetic Survey in October 1991.
 QE2586
 QE2586.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE2586.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE2586
 QE2586.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2586
 QE2586.The geoid height was determined by GEOID03.
 QE2586
 QE2586;                    North         East     Units Scale Factor Converg.
 QE2586;SPC OR S     -   265,486.306 1,213,003.762   MT  1.00000034   -2 26 55.8
 QE2586;SPC OR S     -   871,018.06  3,979,671.14   iFT  1.00000034   -2 26 55.8
 QE2586;UTM  10      - 4,872,587.620   413,461.885   MT  0.99969211   -0 44 59.6
 QE2586
 QE2586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2586!SPC OR S     -   0.99998154  x   1.00000034  =   0.99998188
 QE2586!UTM  10      -   0.99998154  x   0.99969211  =   0.99967365
 QE2586
 QE2586:                Primary Azimuth Mark                     Grid Az
 QE2586:SPC OR S     -  BONNEVILLE PWR POLE 10 4 A               109 31 17.5
 QE2586:UTM  10      -  BONNEVILLE PWR POLE 10 4 A               107 49 21.3
 QE2586
 QE2586|---------------------------------------------------------------------|
 QE2586| PID    Reference Object                     Distance      Geod. Az  |
 QE2586|                                                           dddmmss.s |
 QE2586| OA1077 BONNEVILLE PWR POLE 10 4 A          APPROX. 5.9 KM 1070421.7 |
 QE2586| OA1076 BONNEVILLE PWR POLE 10 4 B          APPROX. 5.9 KM 1070523.1 |
 QE2586| CE1542 GREEN 2 RM 1                         11.110 METERS 17740     |
 QE2586| OA1085 FLORENCE MUNICIPAL TANK             APPROX. 3.2 KM 2090237.3 |
 QE2586| CE1543 GREEN 2 RM 2                         11.034 METERS 27828     |
 QE2586|---------------------------------------------------------------------|
 QE2586
 QE2586                          SUPERSEDED SURVEY CONTROL
 QE2586
 QE2586  NAD 83(1986)-  44 00 04.82102(N)    124 04 45.89066(W) AD(       ) 2
 QE2586  NAD 27      -  44 00 05.38030(N)    124 04 41.46810(W) AD(       ) 2
 QE2586  NGVD 29 (07/19/86)  141.2    (m)          463.     (f) VERT ANG    3  
 QE2586
 QE2586.Superseded values are not recommended for survey control.
 QE2586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2586.See file dsdata.txt to determine how the superseded data were derived.
 QE2586
 QE2586_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP1346272588(NAD 83)
 QE2586_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QE2586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE2586
 QE2586  HISTORY     - Date     Condition        Report By
 QE2586  HISTORY     - 1956     MONUMENTED       CGS
 QE2586  HISTORY     - 1963     SEE DESCRIPTION  CGS
 QE2586  HISTORY     - 1965     SEE DESCRIPTION  CGS
 QE2586  HISTORY     - 19940904 MARK NOT FOUND   USPSQD
 QE2586
 QE2586                          STATION DESCRIPTION
 QE2586
 QE2586'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 QE2586'THE STATION IS ABOUT 3.0 MILES NORTH-NORTHEAST OF FLORENCE,
 QE2586'ABOUT 1.5 MILES EAST OF U.S. HIGHWAY 101, ON THE RANGE OF HILLS
 QE2586'SOUTH OF MUNSEL LAKE.  IT IS ON THE HIGHEST PART OF THE NORTH
 QE2586'END OF THE MOUNTAIN WHICH HAS BEEN LOGGED AND BLADED AT THE
 QE2586'STATION SITE.  THERE IS A HIGHER TIMBERED HILL ABOUT 0.3 MILE
 QE2586'SOUTHEAST OF THE STATION.
 QE2586'
 QE2586'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 101 AND
 QE2586'STATE HIGHWAY 36 ON THE NORTH SIDE OF FLORENCE, DRIVE EASTERLY
 QE2586'ON STATE HIGHWAY 36 FOR 1.15 MILES TO A PAVED ROAD ON THE LEFT,
 QE2586'JUST BEFORE REACHING THE BRIDGE OVER THE NORTH FORK OF THE
 QE2586'SIUSLAW RIVER.  TURN LEFT AND DRIVE NORTH FOR 0.7 MILE TO A
 QE2586'BLADED ROAD ON THE LEFT.  TURN LEFT AND CONTINUE NORTHERLY FOR
 QE2586'0.2 MILE TO A Y-FORK AND A HOUSE ON THE RIGHT.  KEEP THE LEFT
 QE2586'FORK AND CONTINUE NORTHERLY FOR 0.1 MILE TO A Y-FORK AND THE
 QE2586'END OF TRUCK TRAVEL FOR A TWO WHEEL DRIVE VEHICLE.  WITH A FOUR
 QE2586'WHEEL DRIVE VEHICLE, TAKE THE RIGHT FORK AND DRIVE EAST ON
 QE2586'OLD LOGGING ROAD FOR 0.05 MILE TO A LOG BRIDGE OVER A CREEK.
 QE2586'CROSS THE CREEK, THENCE TAKE THE RIGHT FORK OF LOGGING ROAD AND
 QE2586'DRIVE UP HILL NORTHEAST AND NORTH FOR 0.8 MILE TO THE END OF
 QE2586'THE ROAD AT A BLADED AREA AT THE NORTH END OF THE SUMMIT OF THE
 QE2586'MOUNTAIN AND THE STATION.
 QE2586'
 QE2586'THE STATION MARK, STAMPED GREEN 2 1956, IS A STANDARD DISK SET IN
 QE2586'THE TOP OF A CONCRETE MONUMENT WHICH IS ABOUT 8 INCHES SQUARE
 QE2586'AND FLUSH WITH THE SURFACE OF THE GROUND.
 QE2586'
 QE2586'REFERENCE MARK 1, STAMPED GREEN 2 NO 1 1956, IS A STANDARD DISK
 QE2586'SET IN THE TOP OF A CONCRETE MONUMENT WHICH IS ABOUT 8 INCHES
 QE2586'SQUARE AND PROJECTS ABOUT 3 INCHES ABOVE THE SURFACE OF THE
 QE2586'GROUND.  IT IS ABOUT 12 INCHES LOWER IN ELEVATION THAN THE
 QE2586'STATION MARK.
 QE2586'
 QE2586'REFERENCE MARK 2, STAMPED GREEN 2 NO 2 1956, IS A STANDARD DISK
 QE2586'SET IN THE TOP OF A CONCRETE MONUMENT WHICH IS ABOUT 8 INCHES
 QE2586'SQUARE AND PROJECTS ABOUT 2 INCHES ABOVE THE SURFACE OF THE
 QE2586'GROUND.  IT IS ABOUT THE SAME ELEVATION AS THE STATION MARK.
 QE2586'
 QE2586'AN AZIMUTH MARK WAS NOT SET FOR THIS STATION.
 QE2586
 QE2586                          STATION RECOVERY (1963)
 QE2586
 QE2586'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FN)
 QE2586'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 QE2586'WERE RECOVERED AS DESCRIBED.  LANDMARKS HAVE CHANGED, TREES HAVE
 QE2586'GROWN IN THE LOGGING ROAD AND THE LOG BRIDGE IS UNWORTHY FOR
 QE2586'TRUCK TRAVEL.  A NEW TO REACH FOLLOWS.
 QE2586'
 QE2586'TO REACH THE STATION FROM THE LANE COUNTY COURT HOUSE GO EAST
 QE2586'ON STATE HIGHWAY 36 FOR 0.9 MILE TO A SIDE ROAD LEFT,
 QE2586'MINERVA-FLORENCE ROAD, TURN LEFT AND GO NORTH ON THE MACADAM
 QE2586'ROAD FOR 0.9 MILE TO A FORK, TAKE LEFT FORK AND GO NORTHWEST ON
 QE2586'THE GRAVELED ROAD FOR 0.3 MILE TO A TRACK ROAD ON THE RIGHT, THIS
 QE2586'IS 0.15 MILE BEFORE REACHING THE RHODO DUNES GOLF COURSE, TURN
 QE2586'RIGHT AND GO EAST ON THE TRACK ROAD FOR 0.05 MILE TO THE
 QE2586'UNWORTHY LOG BRIDGE AND THE END OF TRUCK TRAVEL.  FROM HERE
 QE2586'PACK EAST ABOUT 100 FEET TO A CROSSROAD OF THE OLD TRACK ROAD,
 QE2586'CONTINUE STRAIGHT AHEAD FOLLOWING THE TRACKS OF THE OLD LOGGING
 QE2586'ROAD SOUTHEAST, EAST AND NORTH TO THE SUMMIT OF THE HILL
 QE2586'AND STATION.
 QE2586'
 QE2586'LENGTH OF PACK IS 1/2 HOUR.
 QE2586'
 QE2586'NOTE--THE 4-FOOT STAND AT THE STATION COULD BE USED IN ITS
 QE2586'PRESENT CONDITION.
 QE2586
 QE2586                          STATION RECOVERY (1965)
 QE2586
 QE2586'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (PAS)
 QE2586'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 QE2586'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  A METAL WITNESS
 QE2586'POST WAS PLACED 1-1/2 FEET WEST OF THE STATION MARK.  A NEW
 QE2586'TO REACH FOLLOWS.
 QE2586'
 QE2586'TO REACH THE STATION FROM THE NORTH END OF THE BRIDGE OVER THE
 QE2586'SIUSLAW RIVER GO NORTH ON U.S. HIGHWAY 101 FOR 0.6 MILE TO THE
 QE2586'JUNCTION WITH STATE HIGHWAY 36, TURN RIGHT AND GO EAST ON STATE
 QE2586'HIGHWAY 36 FOR 0.9 MILE TO A SIDE ROAD LEFT, JUST BEFORE REACHING
 QE2586'THE BRIDGE OVER THE NORTH FORK OF SIUSLAW RIVER, TURN LEFT AND
 QE2586'GO NORTH FOR 0.9 MILE TO A FORK, TAKE LEFT FORK, MUNSEL LAKE
 QE2586'ROAD FOR 0.3 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO EAST
 QE2586'ON DIRT ROAD FOR 0.1 MILE TO A FORK JUST AFTER CROSSING A
 QE2586'SMALL BRIDGE, TAKE RIGHT FORK, STRAIGHT AHEAD, NORTHEAST ON
 QE2586'WINDING DIRT ROAD FOR 0.9 MILE TO THE STATION.
 QE2586
 QE2586                          STATION RECOVERY (1994)
 QE2586
 QE2586'RECOVERY NOTE BY US POWER SQUADRON 1994
 QE2586'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1866 ***********************************************************************
 RD1866  DESIGNATION -  GREEN BLUFF
 RD1866  PID         -  RD1866
 RD1866  STATE/COUNTY-  OR/TILLAMOOK
 RD1866  USGS QUAD   -  NESTUCCA BAY (1985)
 RD1866
 RD1866                         *CURRENT SURVEY CONTROL
 RD1866  ___________________________________________________________________
 RD1866* NAD 83(1991)-  45 10 18.00290(N)    123 57 25.43177(W)     ADJUSTED  
 RD1866* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 RD1866  ___________________________________________________________________
 RD1866  LAPLACE CORR-          18.59  (seconds)                    DEFLEC99
 RD1866  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 RD1866  HORZ ORDER  -  THIRD
 RD1866
 RD1866.The horizontal coordinates were established by classical geodetic methods
 RD1866.and adjusted by the National Geodetic Survey in October 1991.
 RD1866
 RD1866.The orthometric height was scaled from a topographic map.
 RD1866
 RD1866.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1866
 RD1866.The geoid height was determined by GEOID03.
 RD1866
 RD1866;                    North         East     Units Scale Factor Converg.
 RD1866;SPC OR N     -   173,050.551 2,228,348.158   MT  0.99989458   -2 27 06.1
 RD1866;SPC OR N     -   567,751.15  7,310,853.54   iFT  0.99989458   -2 27 06.1
 RD1866;UTM  10      - 5,002,466.262   424,794.288   MT  0.99966954   -0 40 43.7
 RD1866
 RD1866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1866!SPC OR N     -   1.00000295  x   0.99989458  =   0.99989753
 RD1866!UTM  10      -   1.00000295  x   0.99966954  =   0.99967249
 RD1866
 RD1866:                Primary Azimuth Mark                     Grid Az
 RD1866:SPC OR N     -  RED ROCK                                 017 16 38.2
 RD1866:UTM  10      -  RED ROCK                                 015 30 15.8
 RD1866
 RD1866|---------------------------------------------------------------------|
 RD1866| PID    Reference Object                     Distance      Geod. Az  |
 RD1866|                                                           dddmmss.s |
 RD1866| RD1881 RED ROCK                            APPROX. 1.1 KM 0144932.1 |
 RD1866| RD1873 HAYSTACK ROCK                       APPROX. 5.1 KM 3323735.0 |
 RD1866|---------------------------------------------------------------------|
 RD1866
 RD1866                          SUPERSEDED SURVEY CONTROL
 RD1866
 RD1866  NAD 83(1986)-  45 10 18.03560(N)    123 57 25.43982(W) AD(       ) 3
 RD1866  NAD 27      -  45 10 18.65800(N)    123 57 21.04700(W) AD(       ) 3
 RD1866
 RD1866.Superseded values are not recommended for survey control.
 RD1866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1866.See file dsdata.txt to determine how the superseded data were derived.
 RD1866
 RD1866_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR2479402466(NAD 83)
 RD1866
 RD1866  HISTORY     - Date     Condition        Report By
 RD1866  HISTORY     - 1883     MONUMENTED       CGS
 RD1866
 RD1866                          STATION DESCRIPTION
 RD1866
 RD1866'DESCRIBED BY COAST AND GEODETIC SURVEY 1883 (CR)
 RD1866'STATION IS ON THE E SHORE OF NESTUGGA BAY, ON THE ROCKY BEACH
 RD1866'NEARLY AT THE EXTREME HIGH-WATER LINE AND ABOUT 7 METERS FROM THE
 RD1866'FOOT OF A HIGH GREEN BLUFF.
 RD1866'
 RD1866'THE STATION IS MARKED 20 INCHES UNDERGROUND BY CROSSLINES CUT
 RD1866'ON A FLAT STONE AND THE SAME KIND OF A MARK WAS PLACED LEVEL WITH
 RD1866'THE SURFACE.  THERE IS A CEDAR STAKE AT THE FOOT OF THE CLIFF
 RD1866'DISTANT 7.47 METERS S 82 DEG W, MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC1036 ***********************************************************************
 PC1036  DESIGNATION -  GREEN BUTTE
 PC1036  PID         -  PC1036
 PC1036  STATE/COUNTY-  OR/DOUGLAS
 PC1036  USGS QUAD   -  CALLAHAN (1990)
 PC1036
 PC1036                         *CURRENT SURVEY CONTROL
 PC1036  ___________________________________________________________________
 PC1036* NAD 83(1991)-  43 19 48.62146(N)    123 33 05.59719(W)     ADJUSTED  
 PC1036* NAVD 88     -       747.05   (+/-2cm)    2450.9    (feet)  VERTCON   
 PC1036  ___________________________________________________________________
 PC1036  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 PC1036  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 PC1036  HORZ ORDER  -  SECOND
 PC1036  VERT ORDER  -  THIRD ? (See Below)
 PC1036
 PC1036.The horizontal coordinates were established by classical geodetic methods
 PC1036.and adjusted by the National Geodetic Survey in October 1991.
 PC1036
 PC1036.The NAVD 88 height was computed by applying the VERTCON shift value to
 PC1036.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PC1036.The vertical order pertains to the NGVD 29 superseded value.
 PC1036
 PC1036.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC1036
 PC1036.The geoid height was determined by GEOID03.
 PC1036
 PC1036;                    North         East     Units Scale Factor Converg.
 PC1036;SPC OR S     -   189,294.670 1,252,589.597   MT  0.99989857   -2 05 15.8
 PC1036;SPC OR S     -   621,045.51  4,109,545.92   iFT  0.99989857   -2 05 15.8
 PC1036;UTM  10      - 4,797,628.655   455,285.102   MT  0.99962459   -0 22 42.5
 PC1036
 PC1036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC1036!SPC OR S     -   0.99988655  x   0.99989857  =   0.99978514
 PC1036!UTM  10      -   0.99988655  x   0.99962459  =   0.99951119
 PC1036
 PC1036:                Primary Azimuth Mark                     Grid Az
 PC1036:SPC OR S     -  UMPQUA SW BASE                           069 41 51.0
 PC1036:UTM  10      -  UMPQUA SW BASE                           067 59 17.7
 PC1036
 PC1036|---------------------------------------------------------------------|
 PC1036| PID    Reference Object                     Distance      Geod. Az  |
 PC1036|                                                           dddmmss.s |
 PC1036| PC1029 UMPQUA SW BASE                      APPROX. 5.6 KM 0673635.2 |
 PC1036| CD8599 GREEN BUTTE RM 2                     12.094 METERS 06953     |
 PC1036| CD8598 GREEN BUTTE RM 1                      5.654 METERS 21756     |
 PC1036|---------------------------------------------------------------------|
 PC1036
 PC1036                          SUPERSEDED SURVEY CONTROL
 PC1036
 PC1036  NAD 83(1986)-  43 19 48.62037(N)    123 33 05.61871(W) AD(       ) 2
 PC1036  NAD 27      -  43 19 49.21028(N)    123 33 01.33203(W) AD(       ) 2
 PC1036  NGVD 29 (07/19/86)  745.97   (m)         2447.4    (f) LEVELING    3  
 PC1036
 PC1036.Superseded values are not recommended for survey control.
 PC1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC1036.See file dsdata.txt to determine how the superseded data were derived.
 PC1036
 PC1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN5528597629(NAD 83)
 PC1036_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PC1036_SETTING: 66 = SET IN ROCK OUTCROP
 PC1036_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 PC1036_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PC1036+STABILITY: POSITION/ELEVATION WELL
 PC1036
 PC1036  HISTORY     - Date     Condition        Report By
 PC1036  HISTORY     - 1971     MONUMENTED       OR-019
 PC1036  HISTORY     - 1982     GOOD             OR-019
 PC1036
 PC1036                          STATION DESCRIPTION
 PC1036
 PC1036'DESCRIBED BY DOUGLAS COUNTY OREGON 1971 (FLI)
 PC1036'THE STATION LIES ON SOUTHEAST SLOPE OF GREEN BUTTE.  THE STATION
 PC1036'MARK IS DRIVEN IN A DRILL HOLE IN A ROCK OUTCROP FLUSH WITH
 PC1036'THE GROUND AND MARKED GREEN BUTTE 1971.  REFERENCE MARK NO. 1 IS
 PC1036'DRIVEN IN A DRILL HOLE FLUSH WITH THE GROUND AND MARKED GREEN
 PC1036'BUTTE R.M. 1 1971.  REFERENCE MARK NO. 2 IS DRIVEN IN A DRILL
 PC1036'HOLE ON TOP OF A BOULDER 2 FEET BY 2 FEET BY 1-1/2 FEET ABOVE
 PC1036'GROUND AND IS MARKED GREEN BUTTE R.M. 2 1971.  TO REACH
 PC1036'FOLLOWS.
 PC1036'
 PC1036'FROM UMPQUA POST OFFICE, 97486, LOCATED 6.6 MILES WEST OF
 PC1036'SUTHERLIN, OREGON, GO RIGHT, WESTERLY, ON HUBBARD CREEK ROAD 0.7
 PC1036'MILE TO BRIDGE OVER UMPQUA RIVER.  CONTINUE ON HUBBARD CREEK ROAD
 PC1036'1.1 MILES TO INTERSECTION MELROSE ROAD AND HUBBARD CREEK ROAD.  GO
 PC1036'LEFT, SOUTH, 3.0 MILES TO BUREAU OF LAND MANAGEMENT ROAD
 PC1036'26-7-11.  GO RIGHT THROUGH GATE 0.3 MILE TO BUREAU OF LAND
 PC1036'MANAGEMENT GATE ON ROAD.  CONTINUE THROUGH GATE 1.2 MILES TO
 PC1036'FORK, GO LEFT 0.5 MILE TO GATE.  PASS THROUGH GATE, GO 0.3 MILE
 PC1036'TO FORK.  GO LEFT 0.5 MILE TO FORK, GO RIGHT 1.2 MILES TO
 PC1036'END OF TRUCK TRAVEL.  PACK 5 MINUTES WEST TO STATION.
 PC1036'
 PC1036'T. 26 S., R. 7 W., SEC. 8
 PC1036'
 PC1036'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 PC1036
 PC1036                          STATION RECOVERY (1982)
 PC1036
 PC1036'RECOVERY NOTE BY DOUGLAS COUNTY OREGON 1982 (FLI)
 PC1036'SEE DOUGLAS COUNTY 1971 DESCRIPTION OF CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2000 ***********************************************************************
 RD2000  DESIGNATION -  GREEN HILL 2 MARK
 RD2000  PID         -  RD2000
 RD2000  STATE/COUNTY-  OR/TILLAMOOK
 RD2000  USGS QUAD   -  GARIBALDI (1985)
 RD2000
 RD2000                         *CURRENT SURVEY CONTROL
 RD2000  ___________________________________________________________________
 RD2000* NAD 83(1991)-  45 33 42.93856(N)    123 55 56.82469(W)     ADJUSTED  
 RD2000* NAVD 88     -       128.     (meters)     420.     (feet)  SCALED    
 RD2000  ___________________________________________________________________
 RD2000  LAPLACE CORR-          23.67  (seconds)                    DEFLEC99
 RD2000  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 RD2000  HORZ ORDER  -  THIRD
 RD2000
 RD2000.The horizontal coordinates were established by classical geodetic methods
 RD2000.and adjusted by the National Geodetic Survey in October 1991.
 RD2000
 RD2000.The orthometric height was scaled from a topographic map.
 RD2000
 RD2000.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2000
 RD2000.The geoid height was determined by GEOID03.
 RD2000
 RD2000;                    North         East     Units Scale Factor Converg.
 RD2000;SPC OR N     -   216,297.796 2,232,123.053   MT  0.99991810   -2 26 03.3
 RD2000;SPC OR N     -   709,638.44  7,323,238.36   iFT  0.99991810   -2 26 03.3
 RD2000;UTM  10      - 5,045,799.303   427,230.524   MT  0.99966510   -0 39 56.9
 RD2000
 RD2000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2000!SPC OR N     -   0.99998350  x   0.99991810  =   0.99990160
 RD2000!UTM  10      -   0.99998350  x   0.99966510  =   0.99964861
 RD2000
 RD2000                          SUPERSEDED SURVEY CONTROL
 RD2000
 RD2000  NAD 83(1986)-  45 33 42.96906(N)    123 55 56.81677(W) AD(       ) 3
 RD2000  NAD 27      -  45 33 43.59000(N)    123 55 52.33200(W) AD(       ) 3
 RD2000
 RD2000.Superseded values are not recommended for survey control.
 RD2000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2000.See file dsdata.txt to determine how the superseded data were derived.
 RD2000
 RD2000_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR2723145799(NAD 83)
 RD2000
 RD2000  HISTORY     - Date     Condition        Report By
 RD2000  HISTORY     - 1926     MONUMENTED       USE
 RD2000
 RD2000                          STATION DESCRIPTION
 RD2000
 RD2000'DESCRIBED BY US ENGINEERS 1926
 RD2000'SEE STATION GREEN HILL 2
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1997 ***********************************************************************
 RD1997  DESIGNATION -  GREEN HILL 2 RESET
 RD1997  PID         -  RD1997
 RD1997  STATE/COUNTY-  OR/TILLAMOOK
 RD1997  USGS QUAD   -  GARIBALDI (1985)
 RD1997
 RD1997                         *CURRENT SURVEY CONTROL
 RD1997  ___________________________________________________________________
 RD1997* NAD 83(1991)-  45 33 43.04195(N)    123 55 56.42716(W)     ADJUSTED  
 RD1997* NAVD 88     -       127.8    (meters)     419.     (feet)  VERTCON   
 RD1997  ___________________________________________________________________
 RD1997  LAPLACE CORR-          23.66  (seconds)                    DEFLEC99
 RD1997  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 RD1997  HORZ ORDER  -  SECOND
 RD1997
 RD1997.The horizontal coordinates were established by classical geodetic methods
 RD1997.and adjusted by the National Geodetic Survey in October 1991.
 RD1997
 RD1997.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD1997.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD1997
 RD1997.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1997
 RD1997.The geoid height was determined by GEOID03.
 RD1997
 RD1997;                    North         East     Units Scale Factor Converg.
 RD1997;SPC OR N     -   216,300.619 2,232,131.801   MT  0.99991811   -2 26 03.0
 RD1997;SPC OR N     -   709,647.70  7,323,267.06   iFT  0.99991811   -2 26 03.0
 RD1997;UTM  10      - 5,045,802.393   427,239.179   MT  0.99966509   -0 39 56.6
 RD1997
 RD1997!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1997!SPC OR N     -   0.99998353  x   0.99991811  =   0.99990164
 RD1997!UTM  10      -   0.99998353  x   0.99966509  =   0.99964863
 RD1997
 RD1997|---------------------------------------------------------------------|
 RD1997| PID    Reference Object                     Distance      Geod. Az  |
 RD1997|                                                           dddmmss.s |
 RD1997| DD9409 GREEN HILL 2 WM BLAZE IN TREE         8.800 METERS 02231     |
 RD1997| DD9727 GREEN HILL 2 RM 1                     6.765 METERS 02505     |
 RD1997| DD9725 GREEN HILL 2 N REF TREE               5.300 METERS 04107     |
 RD1997| RD1981 HOBSON 2 RESET                      APPROX. 2.6 KM 1285704.0 |
 RD1997| RD2001 HOBSONVILLE LIGHT                   APPROX. 2.7 KM 1304419.3 |
 RD1997| RD1989 BAY CITY EDGE OF CANNERY DOCK       APPROX. 5.1 KM 1473131.3 |
 RD1997| RD2009 KINCHELOE POINT SIGNAL              APPROX. 1.6 KM 2152202.7 |
 RD1997| RD2000 GREEN HILL 2 MARK                     9.193 METERS 24941     |
 RD1997| DD9728 GREEN HILL 2 RM 2                    10.158 METERS 28936     |
 RD1997| RD2014 BARVIEW COAST GUARD LOOKOUT         APPROX. 1.7 KM 2980238.3 |
 RD1997| RD1994 TILLAMOOK BAY ENT FRONT RNG LT      APPROX. 1.2 KM 3071630.1 |
 RD1997| DD9726 GREEN HILL 2 NW REF PIN               7.800 METERS 32525     |
 RD1997|---------------------------------------------------------------------|
 RD1997
 RD1997                          SUPERSEDED SURVEY CONTROL
 RD1997
 RD1997  NAD 83(1986)-  45 33 43.07245(N)    123 55 56.41924(W) AD(       ) 2
 RD1997  NAD 27      -  45 33 43.69300(N)    123 55 51.93500(W) AD(       ) 2
 RD1997  NGVD 29 (07/19/86)  126.8    (m)          416.     (f) VERT ANG    3  
 RD1997
 RD1997.Superseded values are not recommended for survey control.
 RD1997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1997.See file dsdata.txt to determine how the superseded data were derived.
 RD1997
 RD1997_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR2723945802(NAD 83)
 RD1997
 RD1997  HISTORY     - Date     Condition        Report By
 RD1997  HISTORY     - 1926     MONUMENTED       CGS
 RD1997  HISTORY     - 1926     SEE DESCRIPTION  CGS
 RD1997  HISTORY     - 1954     SEE DESCRIPTION  CGS
 RD1997  HISTORY     - 1968     SEE DESCRIPTION  CGS
 RD1997  HISTORY     - 1975     SEE DESCRIPTION  NGS
 RD1997
 RD1997                          STATION DESCRIPTION
 RD1997
 RD1997'DESCRIBED BY COAST AND GEODETIC SURVEY 1926
 RD1997'STATION IS LOCATED 1 MILE E OF BARVIEW, ON THE SE SLOPE OF A HILL
 RD1997'ABOUT 45 METERS FROM THE HIGHEST PART AND BELOW ALL THE PROMINENT
 RD1997'TREES.  THE STATION IS MARKED AT THE SURFACE BY A STANDARD BRONZE
 RD1997'DISK IN A BOULDER, AND UNDERGROUND BY A DRILL HOLE IN A BOULDER
 RD1997'12 TO 15 INCHES BELOW THE SURFACE.  TWO REFERENCE MARKS, EACH
 RD1997'CONSISTING OF A NAIL IN A BLAZED TREE, ARE, RESPECTIVELY, 7.8
 RD1997'METERS (26 FEET) FROM THE STATION IN AZIMUTH 145 DEG 25 MIN AND
 RD1997'5.3 METERS (17 FEET) IN AZIMUTH 221 DEG 07 MIN.  AN IRON PIPE,
 RD1997'MARKING A STATION OF THE U.S. ARMY ENGINEERS, IS 9.19 METERS
 RD1997'(30.2 FEET) FROM THE STATION IN AZIMUTH 69 DEG 41 MIN.
 RD1997
 RD1997                          STATION RECOVERY (1954)
 RD1997
 RD1997'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (FN)
 RD1997'STATION WAS RECOVERED IN GOOD CONDITION.  REFERENCE POINTS WERE
 RD1997'RECOVERED BUT THE NAILS ARE CONSIDERABLY DETERIORATED BY RUST.  TWO
 RD1997'NEW REFERENCE MARKS WERE SET AND TWO NEW BLAZES WERE MADE ON
 RD1997'TREES.  THE IRON PIPE MARKING A STATION OF THE U.S. ENGINEERS
 RD1997'WAS NOT RECOVERED.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 RD1997'
 RD1997'STATION IS LOCATED 1 MILE SOUTHEAST OF BARVIEW, ON THE SOUTHWEST
 RD1997'SLOPE OF GREEN HILL, ABOUT 45 METERS BELOW THE HIGHEST POINT AND
 RD1997'IN THE NORTHEAST CORNER OF A SMALL BRUSHY CLEARING.  IT IS A
 RD1997'STANDARD DISK STAMPED GREEN HILL 2 1908 CEMENTED IN THE TOP OF A
 RD1997'BOULDER ABOUT 2 INCHES BELOW THE SURFACE.
 RD1997'
 RD1997'REFERENCE MARK NO. 1 IS NORTH-NORTHEAST OF THE STATION AND IS A
 RD1997'STANDARD DISK STAMPED GREEN HILL 2 NO 1 1954 SET IN A CONCRETE
 RD1997'FILLED 8-INCH TILE PROJECTING 2 INCHES.
 RD1997'
 RD1997'REFERENCE MARK NO. 2 IS WEST OF THE STATION AND IS A STANDARD
 RD1997'DISK STAMPED GREEN HILL 2 NO 2 1954 SET IN A CONCRETE FILLED
 RD1997'8-INCH TILE PROJECTING 5 INCHES.
 RD1997'
 RD1997'STATION IS BEST REACHED BY LEAVING TRUCK AT THE TERWILLIGER
 RD1997'COTTAGE JUST SOUTH OF BARVIEW AND PACKING UPHILL (SE) TO STATION.
 RD1997
 RD1997                          STATION RECOVERY (1968)
 RD1997
 RD1997'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (NET)
 RD1997'THE STATION MARK, STAMPED GREEN HILL 2 1926, REFERENCE MARK NO. 1,
 RD1997'STAMPED GREEN HILL 2 NO 1 1954 AND REFERENCE MARK NO. 2, STAMPED
 RD1997'GREEN HILL 2 NO 2 1954 WERE RECOVERED AS DESCRIBED EXCEPT
 RD1997'PREVIOUSLY IT HAD BEEN REPORTED THAT THE STATION MARK WAS STAMPED
 RD1997'GREEN HILL 2 1908.  A METAL WITNESS POST WAS PLACED 1 FOOT SOUTH
 RD1997'OF THE STATION MARK.  THE FOLLOWING IS AN ALTERNATE TO REACH.
 RD1997'
 RD1997'TO REACH THE STATION FROM THE GARIBALDI POST OFFICE GO NORTHWEST
 RD1997'ON U.S. HIGHWAY 101 FOR 0.7 MILE TO A CROWN ZELLERBACH LOGGING
 RD1997'ROAD ON THE RIGHT, TURN RIGHT AND GO NORTH AND WEST ON THE GRAVELED
 RD1997'ROAD FOR 0.25 MILE TO A RAIL GATE, PASS THRU GATE AND CONTINUE
 RD1997'NORTHWEST FOR 0.35 MILE TO THE END OF TRUCK TRAVEL AT A TURNOUT
 RD1997'WHERE THE ROAD GOES AROUND A ROCK POINT.  HIKE SOUTHWEST ON THE
 RD1997'RIDGE FOR 250 METERS, GAINING VERY LITTLE ELEVATION, TO THE
 RD1997'STATION.
 RD1997
 RD1997                          STATION RECOVERY (1975)
 RD1997
 RD1997'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 RD1997'THE STATION MARK, AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 RD1997'CONDITION.  A DIFFERENCE WAS FOUND IN THE HORIZONTAL ANGLE BETWEEN
 RD1997'THE REFERENCE MARKS.  A NAIL WAS DRIVEN IN THE TRIANGLE BLAZE ON
 RD1997'THE SPRUCE TREE.  IT COULD BE VERY HELPFUL IN RECOVERING THE
 RD1997'REFERENCE MARKS AS ONE REFERENCE MARK IS BELOW THE SURFACE, AND
 RD1997'THE OTHER IS IN A BRIER THICKET.  TRIANGULATION STATION HOBSON
 RD1997'(USE) 1954 MAY BE USED FOR THE AZIMUTH MARK.  THE TO REACH
 RD1997'SUBMITTED BY N.E.T. DATED 1968 IS CORRECT, AND ADEQUATE FOR
 RD1997'RECOVERY.
 RD1997'
 RD1997'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RD1997'1-1/2 MILES NORTHWEST OF GARIBALDI.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1658 ***********************************************************************
 RD1658  DESIGNATION -  GREEN MOUNTAIN
 RD1658  PID         -  RD1658
 RD1658  STATE/COUNTY-  OR/CLATSOP
 RD1658  USGS QUAD   -  SAGER CREEK (1979)
 RD1658
 RD1658                         *CURRENT SURVEY CONTROL
 RD1658  ___________________________________________________________________
 RD1658* NAD 83(1991)-  45 52 36.37678(N)    123 23 57.36253(W)     ADJUSTED  
 RD1658* NAVD 88     -       760.     (meters)    2493.     (feet)  SCALED    
 RD1658  ___________________________________________________________________
 RD1658  LAPLACE CORR-          -2.68  (seconds)                    DEFLEC99
 RD1658  GEOID HEIGHT-         -20.98  (meters)                     GEOID03
 RD1658  HORZ ORDER  -  FIRST
 RD1658
 RD1658.The horizontal coordinates were established by classical geodetic methods
 RD1658.and adjusted by the National Geodetic Survey in October 1991.
 RD1658
 RD1658.The orthometric height was scaled from a topographic map.
 RD1658
 RD1658.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1658
 RD1658.The geoid height was determined by GEOID03.
 RD1658
 RD1658;                    North         East     Units Scale Factor Converg.
 RD1658;SPC OR N     -   249,636.200 2,274,969.971   MT  0.99997100   -2 03 22.0
 RD1658;SPC OR N     -   819,016.40  7,463,812.24   iFT  0.99997100   -2 03 22.0
 RD1658;UTM  10      - 5,080,433.588   469,015.251   MT  0.99961180   -0 17 11.8
 RD1658
 RD1658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1658!SPC OR N     -   0.99988414  x   0.99997100  =   0.99985515
 RD1658!UTM  10      -   0.99988414  x   0.99961180  =   0.99949599
 RD1658
 RD1658|---------------------------------------------------------------------|
 RD1658| PID    Reference Object                     Distance      Geod. Az  |
 RD1658|                                                           dddmmss.s |
 RD1658| DD9729 GREEN MOUNTAIN RM 2                  20.400 METERS 07027     |
 RD1658| RD1965 SADDLE MOUNTAIN 2                   APPROX.24.4 KM 2945411.6 |
 RD1658| RD1660 GREEN MOUNTAIN RM 1                  18.683 METERS 31243     |
 RD1658| RD1657 GREEN MOUNTAIN LOT                   18.684 METERS 31243     |
 RD1658|---------------------------------------------------------------------|
 RD1658
 RD1658                          SUPERSEDED SURVEY CONTROL
 RD1658
 RD1658  NAD 83(1986)-  45 52 36.39633(N)    123 23 57.35548(W) AD(       ) 1
 RD1658  NAD 27      -  45 52 36.99600(N)    123 23 52.91800(W) AD(       ) 1
 RD1658
 RD1658.Superseded values are not recommended for survey control.
 RD1658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1658.See file dsdata.txt to determine how the superseded data were derived.
 RD1658
 RD1658_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR6901580434(NAD 83)
 RD1658_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RD1658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD1658
 RD1658  HISTORY     - Date     Condition        Report By
 RD1658  HISTORY     - 1935     MONUMENTED       CGS
 RD1658  HISTORY     - 1958     SEE DESCRIPTION  BPA
 RD1658  HISTORY     - 1970     SEE DESCRIPTION  NGS
 RD1658
 RD1658                          STATION DESCRIPTION
 RD1658
 RD1658'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CP)
 RD1658'STATION IS ON THE HIGHEST POINT OF GREEN MT. 61.3 FEET SSE OF THE
 RD1658'NEW LOOKOUT TOWER OF THE FIRE PATROL ASSOCIATION, AND IS LOCATED
 RD1658'ABOUT 10 MILES, AIR LINE A LITTLE N OF W FROM VERNONIA.
 RD1658'
 RD1658'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE AS
 RD1658'DESCRIBED IN NOTE 1A.
 RD1658'
 RD1658'REFERENCE MARK NO.1 IS SET IN TOP OF 4-INCH CAST-IRON PIPE AND
 RD1658'IS UNDER THE CENTER OF THE LOOKOUT TOWER.
 RD1658'
 RD1658'REFERENCE MARK NO.2 IS SET IN TOP OF A 4-INCH CAST-IRON PIPE.
 RD1658'
 RD1658'THE LOOKOUT TOWER IS ABOUT 80 FEET HIGH AND IS A WHITE HOUSE ON
 RD1658'TOP OF A WOOD STRUCTURE.
 RD1658'
 RD1658'REACHED FROM VERNONIA AS FOLLOWS--GO E ON THE KLATSKANIE ROAD
 RD1658'FOR 0.2 MILE, TURN LEFT (N) AT THE TWIN FIR SERVICE STATION, GO
 RD1658'0.6 MILE, TAKE LEFT FORK AND GO 0.9 MILE, TAKE LEFT FORK AND GO
 RD1658'2.8 MILES, KEEP STRAIGHT AHEAD AND GO 3.8 MILES, TAKE RIGHT FORK
 RD1658'(UP THE GRADE) AND GO 0.8 MILE, TAKE LEFT FORK AT SIGN (BOECK
 RD1658'ROAD), GO 3.7 MILES, TAKE LEFT FORK, GO 4.1 MILES AND TAKE LEFT
 RD1658'FORK, GO 0.3 MILE AND TAKE RIGHT FORK AND GO 0.5 MILE TO THE
 RD1658'LOOKOUT TOWER AND STATION.
 RD1658
 RD1658                          STATION RECOVERY (1958)
 RD1658
 RD1658'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1958
 RD1658'TO REACH (FROM THE TUNNEL ON U. S. HWY. 26 WEST OF MANNING) GO WEST
 RD1658'ON HIGHWAY 3.0 MILES.  JUNCTION TIMBER-VERNONIA HIGHWAY.  CONTINUE
 RD1658'WEST ON HIGHWAY 26 8.4 MILES TO ROAD RIGHT (SIGN GREEN MTN. L.O.,
 RD1658'MC GREGOR ROAD).  CONTINUE WEST ON HIGHWAY 3.3 MILES TO A ROAD
 RD1658'RIGHT (SIGN MILITARY CREEK ROAD.  GREEN MTN. L.O.).  TURN RIGHT
 RD1658'AND GO 1.4 MILES TO A FORK (SIGN COW CREEK ROAD, GREEN
 RD1658'MTN. L.O.).  KEEP RIGHT ON MILITARY CREEK ROAD AND GO 0.5 MILES
 RD1658'TO A FORK.  TAKE LEFT FORK AND GO 9.3 MILES TO THE
 RD1658'INTERSECTION WITH MC GREGOR ROAD.  KEEP TO THE LEFT ON
 RD1658'MILITARY CREEK ROAD AND GO 2.0 MILES TO VERNONIA FORK.  KEEP
 RD1658'TO THE RIGHT AND CONTINUE UPGRADE 0.8 MILE TO LOOKOUT AND STATION
 RD1658'AS DESCRIBED.
 RD1658
 RD1658                          STATION RECOVERY (1970)
 RD1658
 RD1658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 RD1658'THE STATION MARK WAS FOUND UNEARTHED.  THERE WAS NO UNDERGROUND
 RD1658'MARK ESTABLISHED FOR THIS STATION.  REFERENCE MARK NO. 1 WAS FOUND
 RD1658'IN GOOD CONDITION.  REFERENCE MARK NO. 2 WAS SEARCHED FOR BUT NOT
 RD1658'RECOVERED, AND IT IS BELIEVED TO BE DESTROYED.  THE STATION IS IN
 RD1658'CLATSOP COUNTY RATHER THAN COLUMBIA COUNTY.
 RD1658'
 RD1658'TRIANGULATION STATION GREEN MOUNTAIN 2 WAS ESTABLISHED.
 RD1658'
 RD1658'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RD1658'10 MILES WEST-NORTHWEST OF VERNONIA.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1659 ***********************************************************************
 RD1659  DESIGNATION -  GREEN MOUNTAIN 2
 RD1659  PID         -  RD1659
 RD1659  STATE/COUNTY-  OR/CLATSOP
 RD1659  USGS QUAD   -  SAGER CREEK (1979)
 RD1659
 RD1659                         *CURRENT SURVEY CONTROL
 RD1659  ___________________________________________________________________
 RD1659* NAD 83(1991)-  45 52 36.37902(N)    123 23 57.28416(W)     ADJUSTED  
 RD1659* NAVD 88     -       760.     (meters)    2493.     (feet)  SCALED    
 RD1659  ___________________________________________________________________
 RD1659  LAPLACE CORR-          -2.68  (seconds)                    DEFLEC99
 RD1659  GEOID HEIGHT-         -20.98  (meters)                     GEOID03
 RD1659  HORZ ORDER  -  SECOND
 RD1659
 RD1659.The horizontal coordinates were established by classical geodetic methods
 RD1659.and adjusted by the National Geodetic Survey in October 1991.
 RD1659
 RD1659.The orthometric height was scaled from a topographic map.
 RD1659
 RD1659.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1659
 RD1659.The geoid height was determined by GEOID03.
 RD1659
 RD1659;                    North         East     Units Scale Factor Converg.
 RD1659;SPC OR N     -   249,636.209 2,274,971.663   MT  0.99997100   -2 03 22.0
 RD1659;SPC OR N     -   819,016.43  7,463,817.79   iFT  0.99997100   -2 03 22.0
 RD1659;UTM  10      - 5,080,433.649   469,016.941   MT  0.99961180   -0 17 11.8
 RD1659
 RD1659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1659!SPC OR N     -   0.99988414  x   0.99997100  =   0.99985515
 RD1659!UTM  10      -   0.99988414  x   0.99961180  =   0.99949599
 RD1659
 RD1659|---------------------------------------------------------------------|
 RD1659| PID    Reference Object                     Distance      Geod. Az  |
 RD1659|                                                           dddmmss.s |
 RD1659| DD9730 GREEN MOUNTAIN 2 RM 3                 9.576 METERS 02611     |
 RD1659| RD1630 BAKER POINT                         APPROX.23.1 KM 0815621.3 |
 RD1659| RD1660 GREEN MOUNTAIN RM 1                  19.914 METERS 30916     |
 RD1659|---------------------------------------------------------------------|
 RD1659
 RD1659                          SUPERSEDED SURVEY CONTROL
 RD1659
 RD1659  NAD 83(1986)-  45 52 36.39861(N)    123 23 57.27718(W) AD(       ) 2
 RD1659  NAD 27      -  45 52 36.99860(N)    123 23 52.84026(W) AD(       ) 2
 RD1659
 RD1659.Superseded values are not recommended for survey control.
 RD1659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1659.See file dsdata.txt to determine how the superseded data were derived.
 RD1659
 RD1659_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR6901780434(NAD 83)
 RD1659_MARKER: DS = TRIANGULATION STATION DISK
 RD1659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD1659
 RD1659  HISTORY     - Date     Condition        Report By
 RD1659  HISTORY     - 1970     MONUMENTED       NGS
 RD1659
 RD1659                          STATION DESCRIPTION
 RD1659
 RD1659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 RD1659'THE STATION IS ON STATE OWNED LAND IN THE NORTHWEST 1/4 SEC. 35,
 RD1659'T 5 N, R 6 W, AT THE SITE OF THE GREEN MOUNTAIN LOOKOUT TOWER.
 RD1659'
 RD1659'TO REACH THE STATION FROM THE CROSS STREET JUST NORTH OF THE
 RD1659'VERNONIA POST OFFICE GO EAST ON STATE HIGHWAY 47 FOR 0.2 MILE TO
 RD1659'A SIDE ROAD LEFT, TURN LEFT AND GO WEST-NORTHWEST ON ROCK CREEK
 RD1659'ROAD, MAIN TRAVELED ROAD TOWARD KEASEY, FOR 7.9 MILES TO A FORK,
 RD1659'TAKE RIGHT FORK LEAVING THE MACADAM, AND GO NORTHWEST FOR 0.3
 RD1659'MILE TO A FORK, TAKE RIGHT FORK 0.2 MILE TO A FORK, TAKE LEFT
 RD1659'FORK ACROSS A SMALL BRIDGE AND GO NORTHERLY FOR 0.3 MILE TO A
 RD1659'REVERSE Y, KEEP STRAIGHT AHEAD, NORTHERLY, FOR 1.8 MILES TO AN
 RD1659'ANGLING CROSSROAD, TURN LEFT, AND GO WESTERLY FOR 1.7 MILES
 RD1659'TO A T ROAD, TURN RIGHT FOR 0.2 MILE TO A FORK, KEEP RIGHT FORK
 RD1659'NORTHERLY FOR 1.2 MILES TO A REVERSE Y, TURN SHARP LEFT, AND GO
 RD1659'WESTERLY ON OLD RAILROAD BED FOR 3.3 MILES TO A FORK AND
 RD1659'SIGN, GREEN MT. L.O., TAKE LEFT FORK AS PER SIGN AND GO
 RD1659'NORTHERLY FOR 0.8 MILE TO THE LOOKOUT TOWER, AND THE
 RD1659'STATION.
 RD1659'
 RD1659'THE STATION MARK, STAMPED GREEN MOUNTAIN 2 1970, IS A STANDARD
 RD1659'DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2
 RD1659'INCHES.  IT IS 65 FEET SOUTHEAST OF THE CENTER OF THE LOOKOUT
 RD1659'TOWER, 14 FEET NORTHEAST OF THE CENTER OF A TRACK ROAD, AND 2
 RD1659'FEET NORTH OF A METAL WITNESS POST.
 RD1659'
 RD1659'REFERENCE MARK NO. 1, STAMPED GREEN MT NO 1 1934, IS A STANDARD
 RD1659'DISK SET IN CONCRETE IN A 4-INCH PIPE THAT PROJECTS 2 INCHES.  IT
 RD1659'IS 66 FEET NORTHWEST OF THE WITNESS POST, 20 FEET NORTHEAST OF
 RD1659'THE CENTER OF THE TRACK ROAD, AND UNDER THE CENTER OF THE
 RD1659'LOOKOUT TOWER.
 RD1659'
 RD1659'REFERENCE MARK NO. 3, STAMPED GREEN MOUNTAIN 2 NO 3 1970, IS A
 RD1659'STANDARD DISK SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT
 RD1659'PROJECTS 5 INCHES, 45 FEET NORTHEAST OF THE CENTER OF THE TRACK
 RD1659'ROAD, AND 34 FEET NORTHEAST OF THE WITNESS POST.
 RD1659'
 RD1659'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 3 IS 65.76 FEET.
 RD1659'
 RD1659'THERE WAS NO SUITABLE PLACE TO ESTABLISH AN AZIMUTH MARK FOR
 RD1659'THIS STATION.
 RD1659'
 RD1659'THIS DATE, LINES WERE CLEARED TO TRIANGULATION STATIONS BAKER
 RD1659'POINT 1934, HOFFMAN 1935 1970, AND ROUND TOP 2.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1657 ***********************************************************************
 RD1657  DESIGNATION -  GREEN MOUNTAIN LOT
 RD1657  PID         -  RD1657
 RD1657  STATE/COUNTY-  OR/CLATSOP
 RD1657  USGS QUAD   -  SAGER CREEK (1979)
 RD1657
 RD1657                         *CURRENT SURVEY CONTROL
 RD1657  ___________________________________________________________________
 RD1657* NAD 83(1991)-  45 52 36.78731(N)    123 23 57.99910(W)     ADJUSTED  
 RD1657* NAVD 88     -       785.     (meters)    2575.     (feet)  SCALED    
 RD1657  ___________________________________________________________________
 RD1657  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 RD1657  GEOID HEIGHT-         -20.98  (meters)                     GEOID03
 RD1657  HORZ ORDER  -  THIRD
 RD1657
 RD1657.The horizontal coordinates were established by classical geodetic methods
 RD1657.and adjusted by the National Geodetic Survey in October 1991.
 RD1657
 RD1657.The orthometric height was scaled from a topographic map.
 RD1657
 RD1657.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1657
 RD1657.The geoid height was determined by GEOID03.
 RD1657
 RD1657;                    North         East     Units Scale Factor Converg.
 RD1657;SPC OR N     -   249,649.359 2,274,956.708   MT  0.99997103   -2 03 22.5
 RD1657;SPC OR N     -   819,059.58  7,463,768.73   iFT  0.99997103   -2 03 22.5
 RD1657;UTM  10      - 5,080,446.327   469,001.592   MT  0.99961181   -0 17 12.3
 RD1657
 RD1657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1657!SPC OR N     -   0.99988023  x   0.99997103  =   0.99985126
 RD1657!UTM  10      -   0.99988023  x   0.99961181  =   0.99949208
 RD1657
 RD1657                          SUPERSEDED SURVEY CONTROL
 RD1657
 RD1657  NAD 83(1986)-  45 52 36.80686(N)    123 23 57.99208(W) AD(       ) 4
 RD1657  NAD 27      -  45 52 37.40652(N)    123 23 53.55459(W) AD(       ) 3
 RD1657
 RD1657.Superseded values are not recommended for survey control.
 RD1657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1657.See file dsdata.txt to determine how the superseded data were derived.
 RD1657
 RD1657_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR6900280446(NAD 83)
 RD1657
 RD1657  HISTORY     - Date     Condition        Report By
 RD1657  HISTORY     - 1935     MONUMENTED       CGS
 RD1657
 RD1657                          STATION DESCRIPTION
 RD1657
 RD1657'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RD1657'SEE STATION GREEN MOUNTAIN
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1712 ***********************************************************************
 QE1712  DESIGNATION -  GREEN MTN LOOKOUT HOUSE
 QE1712  PID         -  QE1712
 QE1712  STATE/COUNTY-  OR/LINN
 QE1712  USGS QUAD   -  SWAMP MOUNTAIN (1989)
 QE1712
 QE1712                         *CURRENT SURVEY CONTROL
 QE1712  ___________________________________________________________________
 QE1712* NAD 83(1991)-  44 16 04.92638(N)    122 27 03.71789(W)     ADJUSTED  
 QE1712* NAVD 88     -      1374.     (meters)    4508.     (feet)  SCALED    
 QE1712  ___________________________________________________________________
 QE1712  LAPLACE CORR-           7.03  (seconds)                    DEFLEC99
 QE1712  GEOID HEIGHT-         -22.48  (meters)                     GEOID03
 QE1712  HORZ ORDER  -  THIRD
 QE1712
 QE1712.The horizontal coordinates were established by classical geodetic methods
 QE1712.and adjusted by the National Geodetic Survey in October 1991.
 QE1712
 QE1712.The orthometric height was scaled from a topographic map.
 QE1712
 QE1712.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE1712
 QE1712.The geoid height was determined by GEOID03.
 QE1712
 QE1712;                    North         East     Units Scale Factor Converg.
 QE1712;SPC OR N     -    68,707.710 2,344,233.769   MT  1.00001708   -1 23 01.1
 QE1712;SPC OR N     -   225,419.00  7,691,055.67   iFT  1.00001708   -1 23 01.1
 QE1712;UTM  10      - 4,901,790.126   543,814.354   MT  0.99962361   +0 22 59.5
 QE1712
 QE1712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE1712!SPC OR N     -   0.99978810  x   1.00001708  =   0.99980518
 QE1712!UTM  10      -   0.99978810  x   0.99962361  =   0.99941179
 QE1712
 QE1712                          SUPERSEDED SURVEY CONTROL
 QE1712
 QE1712  NAD 83(1986)-  44 16 04.94857(N)    122 27 03.74209(W) AD(       ) 4
 QE1712  NAD 27      -  44 16 05.48800(N)    122 26 59.45000(W) AD(       ) 3
 QE1712
 QE1712.Superseded values are not recommended for survey control.
 QE1712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1712.See file dsdata.txt to determine how the superseded data were derived.
 QE1712
 QE1712_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ4381401790(NAD 83)
 QE1712
 QE1712  HISTORY     - Date     Condition        Report By
 QE1712  HISTORY     - 1953     MONUMENTED       CGS
 QE1712  HISTORY     - 1960     SEE DESCRIPTION  DMA
 QE1712
 QE1712                          STATION DESCRIPTION
 QE1712
 QE1712'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 QE1712'THE LOOKOUT HOUSE IS LOCATED ABOUT 36 MILES EAST-NORTHEAST OF
 QE1712'EUGENE, 17 MILES SOUTHEAST OF SWEET HOME, AND 10 MILES NORTHWEST
 QE1712'OF THE VILLAGE OF BLUE RIVER, ON THE HIGHEST POINT OF GREEN
 QE1712'MOUNTAIN.
 QE1712'
 QE1712'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 QE1712'GREEN.  THE CENTER OF THE LOOKOUT IS 6.953 METERS WEST OF THE
 QE1712'STATION.
 QE1712'
 QE1712'THE LOOKOUT IS A 2-STORY WOODEN STRUCTURE, THE TOP OF WHICH IS
 QE1712'22 FEET ABOVE THE GROUND AND THE TRIANGULATION STATION MARK.  THE
 QE1712'BUILDING IS 20 FEET SQUARE AT THE BASE AND THE LOWER STORY IS
 QE1712'COVERED WITH CORRUGATED STEEL.
 QE1712
 QE1712                          STATION RECOVERY (1960)
 QE1712
 QE1712'RECOVERY NOTE BY DEFENSE MAP AGENCY 1960
 QE1712'STATION, A USC AND GS INTERSECTION STATION, WAS RECOVERED AS
 QE1712'DESCRIBED AND FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2277 ***********************************************************************
 QE2277  DESIGNATION -  GREEN PEAK
 QE2277  PID         -  QE2277
 QE2277  STATE/COUNTY-  OR/BENTON
 QE2277  USGS QUAD   -  GLENBROOK (1984)
 QE2277
 QE2277                         *CURRENT SURVEY CONTROL
 QE2277  ___________________________________________________________________
 QE2277* NAD 83(1991)-  44 21 58.19576(N)    123 27 58.17368(W)     ADJUSTED  
 QE2277* NAVD 88     -       829.     (meters)    2720.     (feet)  SCALED    
 QE2277  ___________________________________________________________________
 QE2277  LAPLACE CORR-          -3.18  (seconds)                    DEFLEC99
 QE2277  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 QE2277  HORZ ORDER  -  SECOND
 QE2277
 QE2277.The horizontal coordinates were established by classical geodetic methods
 QE2277.and adjusted by the National Geodetic Survey in October 1991.
 QE2277
 QE2277.The orthometric height was scaled from a topographic map.
 QE2277
 QE2277.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2277
 QE2277.The geoid height was determined by GEOID03.
 QE2277
 QE2277;                    North         East     Units Scale Factor Converg.
 QE2277;SPC OR N     -    82,070.689 2,263,618.686   MT  0.99999189   -2 06 12.8
 QE2277;SPC OR N     -   269,260.79  7,426,570.49   iFT  0.99999189   -2 06 12.8
 QE2277;SPC OR S     -   304,079.700 1,263,586.197   MT  1.00011375   -2 01 45.4
 QE2277;SPC OR S     -   997,636.81  4,145,624.01   iFT  1.00011375   -2 01 45.4
 QE2277;UTM  10      - 4,912,649.000   462,856.697   MT  0.99961697   -0 19 33.5
 QE2277
 QE2277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2277!SPC OR N     -   0.99987353  x   0.99999189  =   0.99986542
 QE2277!SPC OR S     -   0.99987353  x   1.00011375  =   0.99998726
 QE2277!UTM  10      -   0.99987353  x   0.99961697  =   0.99949055
 QE2277
 QE2277:                Primary Azimuth Mark                     Grid Az
 QE2277:SPC OR N     -  WARD BUTTE AIRWAY BEACON                 074 02 10.0
 QE2277:SPC OR S     -  WARD BUTTE AIRWAY BEACON                 073 57 42.6
 QE2277:UTM  10      -  WARD BUTTE AIRWAY BEACON                 072 15 30.7
 QE2277
 QE2277|---------------------------------------------------------------------|
 QE2277| PID    Reference Object                     Distance      Geod. Az  |
 QE2277|                                                           dddmmss.s |
 QE2277| QE2126 WARD BUTTE AIRWAY BEACON            APPROX.37.1 KM 0715557.2 |
 QE2277| QE2279 GREEN PEAK RM 1                       4.379 METERS 10551     |
 QE2277| QE2149 SAN FRANCISCO PORTLAND BCN 47       APPROX.34.9 KM 1240616.5 |
 QE2277| CE1544 GREEN PEAK AZ MK                                   1404836.5 |
 QE2277| CE1545 GREEN PEAK RM 1                       6.941 METERS 32100     |
 QE2277|---------------------------------------------------------------------|
 QE2277
 QE2277                          SUPERSEDED SURVEY CONTROL
 QE2277
 QE2277  NAD 83(1986)-  44 21 58.22029(N)    123 27 58.20747(W) AD(       ) 2
 QE2277  NAD 27      -  44 21 58.78181(N)    123 27 53.83921(W) AD(       ) 2
 QE2277
 QE2277.Superseded values are not recommended for survey control.
 QE2277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2277.See file dsdata.txt to determine how the superseded data were derived.
 QE2277
 QE2277_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ6285712649(NAD 83)
 QE2277_MARKER: DD = SURVEY DISK
 QE2277_SETTING: 66 = SET IN ROCK OUTCROP
 QE2277_SP_SET: PARTIALLY EXPOSED BEDROCK
 QE2277
 QE2277  HISTORY     - Date     Condition        Report By
 QE2277  HISTORY     - 1940     MONUMENTED       USE
 QE2277  HISTORY     - 1945     SEE DESCRIPTION  CGS
 QE2277
 QE2277                          STATION DESCRIPTION
 QE2277
 QE2277'DESCRIBED BY US ENGINEERS 1940 (ANS)
 QE2277'STATION IS ABOUT 6 MILES WEST OF BELL FOUNTAIN, 17.0 MILES
 QE2277'SOUTHEAST OF CORVALLIS, ON THE HIGHEST PART OF GREEN PEAK, A LONE
 QE2277'PROMINENT PEAK THAT HAS BEEN LOGGED OFF ON THE EAST SIDE TO THE
 QE2277'TOP BUT HAS LARGE TIMBER ON OTHER SLOPES.
 QE2277'
 QE2277'TO REACH FROM BELL FOUNTAIN, GO WEST FROM THE CROSSROADS 2.9 MILES
 QE2277'TO THE RALPH HULL MILL OFFICE AND A STANDARD OIL COMPANY SERVICE
 QE2277'STATION ON THE NORTH SIDE OF THE ROAD, CONTINUE WEST 0.2 MILE TO
 QE2277'FORK, TAKE RIGHT FORK UP HILL AND FOLLOW STEEP NARROW LOGGING ROAD
 QE2277'1.7 MILES TO FORK.  AT THIS POINT THE LEFT FORK CROSSES A
 QE2277'TRESTLE.  TAKE RIGHT FORK UP STEEP SHELF AND GO 0.3 MILE TO THE
 QE2277'TOP OF DIVIDE, TAKE RIGHT FORK AND GO NORTH 0.5 MILE TO FORK AT
 QE2277'PLANK ROAD, TURN RIGHT ON PLANK ROAD AND GO 0.1 MILE TO END OF
 QE2277'ROAD AT LOADING AREA AND END OF TRUCK TRAVEL.  FROM HERE PACK
 QE2277'NORTH TO LOGGED-OFF RIDGE THEN PACK NORTHWEST UP RIDGE TO TOP OF
 QE2277'PEAK AND STATION.  THIS IS ABOUT AN HOURS PACK FROM THE END OF
 QE2277'TRUCK TRAVEL.
 QE2277'
 QE2277'STATION, STAMPED GREEN PK HARRIMAN INDEX, IS A U.S. ARMY
 QE2277'ENGINEERS MARK SET IN BEDROCK FLUSH WITH THE GROUND, AND 21.0 FEET
 QE2277'SOUTH OF A 2-FOOT FIR SNAG.
 QE2277'
 QE2277'REFERENCE MARK NO.1, STAMPED RM 1, IS A U.S. ARMY ENGINEERS MARK
 QE2277'SET IN BEDROCK FLUSH WITH THE GROUND, AND ABOUT 1.0 FOOT LOWER THAN
 QE2277'THE STATION ON THE NORTHEAST SLOPE OF PEAK.
 QE2277'
 QE2277'REFERENCE MARK NO.1, STAMPED GREEN PK NO 1 1940, IS SET IN
 QE2277'BEDROCK FLUSH WITH THE GROUND, ABOUT 2.0 FEET LOWER THAN THE
 QE2277'STATION ON THE EAST SLOPE OF PEAK.
 QE2277'
 QE2277'AZIMUTH MARK, STAMPED GREEN PK 1940, IS SET IN BEDROCK FLUSH WITH
 QE2277'THE GROUND, IN THE TOP PART OF A RIDGE RUNNING SOUTH FROM THE
 QE2277'STATION JUST IN THE EDGE OF TIMBER, 24.0 FEET WEST-SOUTHWEST OF
 QE2277'A 3.0-FOOT FIR TREE.  TO REACH AZIMUTH MARK FROM STATION, WALK
 QE2277'SOUTH 0.15 MILE ALONG TOP OF RIDGE TO MARK IN EDGE OF TIMBER.
 QE2277'
 QE2277'NOTE BY L.A. MC ARTHUR--THE WORDS HARRIMAN INDEX ARE PROBABLY CAST
 QE2277'IN AND NOT STAMPED ON THE MARK.
 QE2277
 QE2277                          STATION RECOVERY (1945)
 QE2277
 QE2277'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (ANS)
 QE2277'STATION, TWO REFERENCE MARKS, AND THE AZIMUTH MARK WERE RECOVERED
 QE2277'IN GOOD CONDITION.  THE DIRECTIONS TO THE REFERENCE MARKS AND THE
 QE2277'AZIMUTH MARK DID NOT CHECK THE DIRECTIONS GIVEN IN THE 1940
 QE2277'DESCRIPTION.  THE U.S. ENGINEERS OFFICE FOR THIS DISTRICT WAS
 QE2277'CONTACTED FOR INFORMATION REGARDING A POSSIBLE RESETTING OF THE
 QE2277'STATION DISK.  THE FOLLOWING INFORMATION WAS FURNISHED BY
 QE2277'MR. CARRICO OF THE U.S. ENGINEERS WHO RECOVERED THIS STATION IN
 QE2277'1944--FOUND ORIGINAL CORPS OF ENGINEERS DISK DISTURBED BY
 QE2277'FROST ACTION.  THE ROCK IN WHICH THE ORIGINAL MARK WAS PLACED
 QE2277'WAS FOUND AS A BROKEN OFF PIECE OF SLAB ROCK, NOT BEDROCK AS IN
 QE2277'ACCORDANCE WITH PREVIOUS DESCRIPTIONS.  THE DISK WAS ALSO
 QE2277'BROKEN AT SHANK.  SET A STANDARD U.S.E. CONTROL DISK
 QE2277'STAMPED GREEN PK 1940 1944 IN A BOULDER 10 BY 12 BY 20 INCHES
 QE2277'BURIED FLUSH WITH THE GROUND, PLACED ONLY APPROXIMATELY IN
 QE2277'POSITION OF ORIGINAL MARK.
 QE2277'
 QE2277'THE DISTANCE TO THE REFERENCE MARKS WAS CHECKED AND FOUND TO BE
 QE2277'SLIGHTLY SHORTER THAN THAT GIVEN IN THE 1940 DESCRIPTION.
 QE2277'
 QE2277'A NEW DESCRIPTION IS BEING WRITTEN FOR THIS STATION UNDER THE
 QE2277'NAME OF GREEN PEAK 2 (U.S.E.) 1945.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2278 ***********************************************************************
 QE2278  DESIGNATION -  GREEN PEAK 2 RESET
 QE2278  PID         -  QE2278
 QE2278  STATE/COUNTY-  OR/BENTON
 QE2278  USGS QUAD   -  GLENBROOK (1984)
 QE2278
 QE2278                         *CURRENT SURVEY CONTROL
 QE2278  ___________________________________________________________________
 QE2278* NAD 83(1991)-  44 21 58.19613(N)    123 27 58.17322(W)     ADJUSTED  
 QE2278* NAVD 88     -       253.1    (meters)     830.     (feet)  VERTCON   
 QE2278  ___________________________________________________________________
 QE2278  LAPLACE CORR-          -3.18  (seconds)                    DEFLEC99
 QE2278  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 QE2278  HORZ ORDER  -  THIRD
 QE2278
 QE2278.The horizontal coordinates were established by classical geodetic methods
 QE2278.and adjusted by the National Geodetic Survey in October 1991.
 QE2278
 QE2278.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE2278.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE2278
 QE2278.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2278
 QE2278.The geoid height was determined by GEOID03.
 QE2278
 QE2278;                    North         East     Units Scale Factor Converg.
 QE2278;SPC OR N     -    82,070.700 2,263,618.696   MT  0.99999189   -2 06 12.8
 QE2278;SPC OR N     -   269,260.83  7,426,570.52   iFT  0.99999189   -2 06 12.8
 QE2278;UTM  10      - 4,912,649.011   462,856.707   MT  0.99961697   -0 19 33.5
 QE2278
 QE2278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2278!SPC OR N     -   0.99996383  x   0.99999189  =   0.99995572
 QE2278!UTM  10      -   0.99996383  x   0.99961697  =   0.99958081
 QE2278
 QE2278:                Primary Azimuth Mark                     Grid Az
 QE2278:SPC OR N     -  WEIGAND                                  037 26 37.8
 QE2278:UTM  10      -  WEIGAND                                  035 39 58.5
 QE2278
 QE2278|---------------------------------------------------------------------|
 QE2278| PID    Reference Object                     Distance      Geod. Az  |
 QE2278|                                                           dddmmss.s |
 QE2278| QE2061 WEIGAND                             APPROX.24.0 KM 0352025.0 |
 QE2278| QE2279 GREEN PEAK RM 1                       4.372 METERS 10602     |
 QE2278| CE1544 GREEN PEAK AZ MK                                   1404922.9 |
 QE2278| CE1545 GREEN PEAK RM 1                       6.940 METERS 32053     |
 QE2278|---------------------------------------------------------------------|
 QE2278
 QE2278                          SUPERSEDED SURVEY CONTROL
 QE2278
 QE2278  NAD 83(1986)-  44 21 58.22070(N)    123 27 58.20720(W) AD(       ) 3
 QE2278  NAD 27      -  44 21 58.78204(N)    123 27 53.83881(W) AD(       ) 3
 QE2278  NGVD 29 (07/19/86)  252.0    (m)          827.     (f) VERT ANG    3  
 QE2278
 QE2278.Superseded values are not recommended for survey control.
 QE2278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2278.See file dsdata.txt to determine how the superseded data were derived.
 QE2278
 QE2278_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ6285712649(NAD 83)
 QE2278_MARKER: DH = HORIZONTAL CONTROL DISK
 QE2278_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 QE2278_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QE2278_STAMPING: GREEN PEAK 2 USE 1945 1984
 QE2278_MARK LOGO: NGS   
 QE2278_MAGNETIC: N = NO MAGNETIC MATERIAL
 QE2278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE2278+STABILITY: SURFACE MOTION
 QE2278
 QE2278  HISTORY     - Date     Condition        Report By
 QE2278  HISTORY     - 1984     MONUMENTED       NGS
 QE2278
 QE2278                          STATION DESCRIPTION
 QE2278
 QE2278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 QE2278'THE STATION DISK HAD BEEN DESTROYED BY VANDALS.  THE SHANK REMAINED.
 QE2278'REFERENCE MARK 1 WAS RECOVERED.  REFERENCE MARK 2 WAS SEARCHED FOR BUT
 QE2278'WAS NOT RECOVERED.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND.
 QE2278'A NEW SURFACE AND UNDERGROUND MARK WAS ESTABLISHED AT THIS TIME.
 QE2278'REFERENCE MARK 3 WAS ALSO ESTABLISHED AT THIS TIME.  THERE WAS NO
 QE2278'SUITABLE PLACE FOR AN AZIMUTH MARK.  THE STATION IS LOCATED ON THE
 QE2278'HIGHEST PART OF GREEN PEAK  ABOUT 27 KILOMETERS (16.75 MI) SOUTHWEST
 QE2278'OF CORVALLIS AND ABOUT 10 KM (6.20 MI) WEST OF BELLFOUNTAIN.  TO REACH
 QE2278'THE STATION FROM THE CROSS ROAD IN BELLFOUNTAIN GO WEST FOR 4.8 KM
 QE2278'(3.00 MI) TO A MILL OFFICE  CONTINUE STRAIGHT AHEAD FOR 0.5 KM (0.30
 QE2278'MI) TO A ROAD FORK TAKE RIGHT FORK AND GO 2.9 KM (1.80 MI) TO A ROAD
 QE2278'FORK.  TURN RIGHT AND GO 0.3 KM (0.20 MI) TO A ROAD FORK, TURN RIGHT
 QE2278'ON ROAD 14-6-7.1 AND GO 1.8 KM (1.10 MI) TO A ROAD FORK, TURN LEFT AND
 QE2278'GO 0.6 KM (0.35 MI) TO A ROAD FORK TURN RIGHT AND GO 0.9 KM (0.55 MI)
 QE2278'TO A TRACK ROAD LEFT  TURN LEFT AND GO 0.2 KM (0.10 MI) TO TOP OF HILL
 QE2278'AND STATION.
 QE2278' 
 QE2278'THE STATION IS A STANDARD NGS DISK STAMPED--GREEN PEAK 2 USE 1945
 QE2278'1984---, SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE, 35 CM IN
 QE2278'DIAMETER, RECESSED 3 CM BELOW THE GROUND.  THE STATION IS LOCATED 17.7
 QE2278'METERS (58.1 FT) SOUTH-SOUTHEAST FROM THE SOUTHEAST CORNER OF THE
 QE2278'FOUNDATION OF AN OLD LO HOUSE  0.6 METERS (2.0 FT) SOUTH FROM A
 QE2278'WITNESS POST.
 QE2278' 
 QE2278'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED--GREEN PEAK NO 1
 QE2278'1940---.  THE STATION IS LOCATED 4.6 METERS (15.1 FT) SOUTH-SOUTHEAST
 QE2278'FROM A WITNESS POST, 2.6 METERS (8.5 FT) EAST FROM THE CENTER OF A
 QE2278'RIDGE AND 1 MILE (1.6 KM) LOWER THAN THE STATION.
 QE2278' 
 QE2278'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--GREEN PEAK 2 USE
 QE2278'1945 NO 3 1984--.  THE STATION IS LOCATED 0.4 METERS (1.3 FT) WEST
 QE2278'FROM THE SOUTHWEST CORNER OF THE OLD FOUNDATION OF A LOOKOUT HOUSE AND
 QE2278'1 METER (3.3 FT) HIGHER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1855 ***********************************************************************
 QD1855  DESIGNATION -  GREEN RIDGE LOH
 QD1855  PID         -  QD1855
 QD1855  STATE/COUNTY-  OR/JEFFERSON
 QD1855  USGS QUAD   -  PRAIRIE FARM SPRING (1988)
 QD1855
 QD1855                         *CURRENT SURVEY CONTROL
 QD1855  ___________________________________________________________________
 QD1855* NAD 83(1991)-  44 32 03.73882(N)    121 36 37.90887(W)     ADJUSTED  
 QD1855* NAVD 88     -      1374.0    (meters)    4508.     (feet)  VERTCON   
 QD1855  ___________________________________________________________________
 QD1855  LAPLACE CORR-           3.29  (seconds)                    DEFLEC99
 QD1855  GEOID HEIGHT-         -21.43  (meters)                     GEOID03
 QD1855  HORZ ORDER  -  THIRD
 QD1855
 QD1855.The horizontal coordinates were established by classical geodetic methods
 QD1855.and adjusted by the National Geodetic Survey in October 1991.
 QD1855
 QD1855.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1855.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1855
 QD1855.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1855
 QD1855.The geoid height was determined by GEOID03.
 QD1855
 QD1855;                    North         East     Units Scale Factor Converg.
 QD1855;SPC OR N     -    97,028.330 2,411,738.634   MT  0.99995544   -0 47 15.3
 QD1855;SPC OR N     -   318,334.42  7,912,528.33   iFT  0.99995544   -0 47 15.3
 QD1855;UTM  10      - 4,932,166.029   610,394.997   MT  0.99974987   +0 58 28.5
 QD1855
 QD1855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1855!SPC OR N     -   0.99978797  x   0.99995544  =   0.99974342
 QD1855!UTM  10      -   0.99978797  x   0.99974987  =   0.99953789
 QD1855
 QD1855                          SUPERSEDED SURVEY CONTROL
 QD1855
 QD1855  NAD 83(1986)-  44 32 03.75770(N)    121 36 37.90219(W) AD(       ) 3
 QD1855  NGVD 29 (04/26/90) 1372.8    (m)         4504.     (f) VERT ANG    3  
 QD1855
 QD1855.Superseded values are not recommended for survey control.
 QD1855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1855.See file dsdata.txt to determine how the superseded data were derived.
 QD1855
 QD1855_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ1039532166(NAD 83)
 QD1855_MARKER: 73 = LOOKOUT HOUSE
 QD1855
 QD1855  HISTORY     - Date     Condition        Report By
 QD1855  HISTORY     - 1958     FIRST OBSERVED   USGS
 QD1855
 QD1855                          STATION DESCRIPTION
 QD1855
 QD1855'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 QD1855'NOT OCCUPIED.
 QD1855'
 QD1855'LOCATED ABOUT 13.7 MI S. OF MT. JEFFERSON, 9.6 MI NE. OF EAST END
 QD1855'OF SUTTLE LAKE, 1 MI E. OF METOLIUS RIVER.  ON LARGE ROCK ON WEST
 QD1855'SIDE OF MOUNTAIN KNOWN AS GREEN RIDGE.
 QD1855'
 QD1855'STATION MARK--CENTER OF LOH.
 QD1855'
 QD1855'1963 NOTE FROM FORM 9-1165--LOH DESTROYED.  NEW LOT BUILT ABOUT
 QD1855'150 FT. S. AND 494 FT. E. OF OLD LOH.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE2002 ***********************************************************************
 QE2002  DESIGNATION -  GREEN VILLA
 QE2002  PID         -  QE2002
 QE2002  STATE/COUNTY-  OR/POLK
 QE2002  USGS QUAD   -  RICKREALL (1976)
 QE2002
 QE2002                         *CURRENT SURVEY CONTROL
 QE2002  ___________________________________________________________________
 QE2002* NAD 83(1991)-  44 53 12.80266(N)    123 08 53.72001(W)     ADJUSTED  
 QE2002* NAVD 88     -        49.     (meters)     161.     (feet)  VERTCON   
 QE2002  ___________________________________________________________________
 QE2002  LAPLACE CORR-          -5.32  (seconds)                    DEFLEC99
 QE2002  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 QE2002  HORZ ORDER  -  SECOND
 QE2002
 QE2002.The horizontal coordinates were established by classical geodetic methods
 QE2002.and adjusted by the National Geodetic Survey in October 1991.
 QE2002
 QE2002.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE2002.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE2002
 QE2002.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE2002
 QE2002.The geoid height was determined by GEOID03.
 QE2002
 QE2002;                    North         East     Units Scale Factor Converg.
 QE2002;SPC OR N     -   139,021.165 2,290,840.007   MT  0.99990662   -1 52 41.2
 QE2002;SPC OR N     -   456,106.18  7,515,879.29   iFT  0.99990662   -1 52 41.2
 QE2002;UTM  10      - 4,970,396.086   488,292.227   MT  0.99960169   -0 06 16.7
 QE2002
 QE2002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2002!SPC OR N     -   0.99999586  x   0.99990662  =   0.99990248
 QE2002!UTM  10      -   0.99999586  x   0.99960169  =   0.99959755
 QE2002
 QE2002                          SUPERSEDED SURVEY CONTROL
 QE2002
 QE2002  NAD 83(1986)-  44 53 12.82718(N)    123 08 53.73620(W) AD(       ) 2
 QE2002  NAD 27      -  44 53 13.39693(N)    123 08 49.38204(W) AD(       ) 2
 QE2002  NGVD 29 (07/19/86)   48.     (m)          157.     (f) VERT ANG    3  
 QE2002
 QE2002.Superseded values are not recommended for survey control.
 QE2002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2002.See file dsdata.txt to determine how the superseded data were derived.
 QE2002
 QE2002_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ8829270396(NAD 83)
 QE2002
 QE2002  HISTORY     - Date     Condition        Report By
 QE2002  HISTORY     - 1972     MONUMENTED       OR-053
 QE2002
 QE2002                          STATION DESCRIPTION
 QE2002
 QE2002'DESCRIBED BY POLK COUNTY OREGON 1972 (RB)
 QE2002'THE STATION IS LOCATED IN POLK COUNTY, OREGON, IN THE NORTHEAST
 QE2002'QUARTER THE SOUTHWEST QUARTER OF SECTION 11, TOWNSHIP 8 SOUTH,
 QE2002'RANGE 4 WEST OF THE WILLAMETTE MERIDIAN.
 QE2002'
 QE2002'TO REACH THE STATION FROM THE TOWN OF INDEPENDENCE, TRAVEL NORTH
 QE2002'ON STATE HIGHWAY 51 2.5 MILES TO C.R. 841 ON THE RIGHT.  TURN
 QE2002'RIGHT AND TRAVEL EAST ALONG COUNTY ROAD 1.5 MILES TO THE STATION
 QE2002'ON THE LEFT (NORTH) SIDE OF THE ROAD.
 QE2002'
 QE2002'THE STATION IS A 12 IN CONCRETE MONUMENT WITH A POLK COUNTY BRASS
 QE2002'CAP STAMPED GREEN VILLA 11CA 84 1972 SET 2 IN BELOW THE SURFACE
 QE2002'OF THE GROUND, 1.0 FOOT SOUTH OF A WITNESS POST, 4.9 FEET
 QE2002'SOUTHEAST OF A POWER POLE AND 15 FEET NORTH OF THE CENTERLINE OF
 QE2002'THE ROAD.
 QE2002'
 QE2002'R.M. 1 IS A CENTERPUNCHED POLK COUNTY ALUMINUM CAP ON A
 QE2002'5/8 IN X 30 IN REBAR DRIVEN FLUSH WITH THE SHOULDER OF THE ROAD,
 QE2002'12 FEET SOUTH OF THE CENTERLINE OF THE ROAD.
 QE2002'
 QE2002'R.M. 2 IS A CENTERPUNCHED POLK COUNTY ALUMINUM CAP DRIVEN FLUSH
 QE2002'WITH THE SHOULDER OF THE ROAD, 15 FEET NORTH OF THE CENTERLINE OF
 QE2002'THE ROAD.
 QE2002'
 QE2002'HEIGHT OF LIGHT ABOVE STATION MARK 23.90 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1618 ***********************************************************************
 SC1618  DESIGNATION -  GREENS PT 1873
 SC1618  PID         -  SC1618
 SC1618  STATE/COUNTY-  OR/COLUMBIA
 SC1618  USGS QUAD   -  COAL CREEK (1985)
 SC1618
 SC1618                         *CURRENT SURVEY CONTROL
 SC1618  ___________________________________________________________________
 SC1618* NAD 83(1991)-  46 09 58.44158(N)    123 05 48.99711(W)     ADJUSTED  
 SC1618* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 SC1618  ___________________________________________________________________
 SC1618  LAPLACE CORR-          -5.22  (seconds)                    DEFLEC99
 SC1618  GEOID HEIGHT-         -21.03  (meters)                     GEOID03
 SC1618  HORZ ORDER  -  THIRD
 SC1618
 SC1618.The horizontal coordinates were established by classical geodetic methods
 SC1618.and adjusted by the National Geodetic Survey in October 1991.
 SC1618
 SC1618.The orthometric height was scaled from a topographic map.
 SC1618
 SC1618.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1618
 SC1618.The geoid height was determined by GEOID03.
 SC1618
 SC1618;                    North         East     Units Scale Factor Converg.
 SC1618;SPC OR N     -   280,995.860 2,299,460.666   MT  1.00004654   -1 50 30.2
 SC1618;SPC OR N     -   921,902.43  7,544,162.29   iFT  1.00004654   -1 50 30.2
 SC1618;SPC WA S     -    95,877.766   299,483.493   MT  0.99994116   -1 53 11.1
 SC1618;SPC WA S     -   314,558.97    982,555.43   sFT  0.99994116   -1 53 11.1
 SC1618;UTM  10      - 5,112,522.041   492,515.941   MT  0.99960069   -0 04 11.7
 SC1618
 SC1618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1618!SPC OR N     -   1.00000220  x   1.00004654  =   1.00004874
 SC1618!SPC WA S     -   1.00000220  x   0.99994116  =   0.99994336
 SC1618!UTM  10      -   1.00000220  x   0.99960069  =   0.99960289
 SC1618
 SC1618:                Primary Azimuth Mark                     Grid Az
 SC1618:SPC OR N     -  STOUGHTON 1873                           275 13 41.7
 SC1618:SPC WA S     -  STOUGHTON 1873                           275 16 22.6
 SC1618:UTM  10      -  STOUGHTON 1873                           273 27 23.2
 SC1618
 SC1618|---------------------------------------------------------------------|
 SC1618| PID    Reference Object                     Distance      Geod. Az  |
 SC1618|                                                           dddmmss.s |
 SC1618| SC1680 STOUGHTON 1873                      APPROX. 3.1 KM 2732311.5 |
 SC1618|---------------------------------------------------------------------|
 SC1618
 SC1618                          SUPERSEDED SURVEY CONTROL
 SC1618
 SC1618  NAD 83(1986)-  46 09 58.45777(N)    123 05 48.99617(W) AD(       ) 3
 SC1618  NAD 27      -  46 09 59.05481(N)    123 05 44.57725(W) AD(       ) 3
 SC1618
 SC1618.Superseded values are not recommended for survey control.
 SC1618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1618.See file dsdata.txt to determine how the superseded data were derived.
 SC1618
 SC1618_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS9251612522(NAD 83)
 SC1618
 SC1618  HISTORY     - Date     Condition        Report By
 SC1618  HISTORY     - 1873     MONUMENTED       COASUR
 SC1618  HISTORY     - 1885     SEE DESCRIPTION  CGS
 SC1618  HISTORY     - 1936     SEE DESCRIPTION  CGS
 SC1618
 SC1618                          STATION DESCRIPTION
 SC1618
 SC1618'DESCRIBED BY COAST AND GEODETIC SURVEY 1885
 SC1618'STATION IS ON A BOLD ROCKY POINT ABOUT 4 MILES ABOVE OAK POINT
 SC1618'AND ABOUT 75 FEET ABOVE TIDEWATER.
 SC1618'
 SC1618'THE STATION IS MARKED BY A BOTTLE BURIED MOUTH UP 3 FEET
 SC1618'BELOW THE SURFACE.  THE SURFACE MARK IS A PIECE OF PINE 4
 SC1618'INCHES SQUARE.  AROUND THE STATION, BURIED 1 FOOT, ARE 3
 SC1618'BOTTLES DISTANT ABOUT 6 FEET, AT EQUAL ANGLES, AND LYING ON
 SC1618'THEIR SIDES WITH THE NECKS POINTING TO THE STATION.  THERE IS
 SC1618'A PINE STUB E AND ONE S OF THE STATION 1.83 METERS DISTANT.
 SC1618
 SC1618                          STATION RECOVERY (1936)
 SC1618
 SC1618'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (RWK)
 SC1618'STATION NOT RECOVERED.  A NEW STATION, MAYGER, WAS ESTABLISHED
 SC1618'IN THIS VICINITY, AND IT IS BELIEVED THE ORIGINAL STATION COULD
 SC1618'BE RECOVERED BY DISTANCE AND AZIMUTH MEASUREMENTS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0271 ***********************************************************************
 RD0271  DESIGNATION -  GRESHAM
 RD0271  PID         -  RD0271
 RD0271  STATE/COUNTY-  OR/MULTNOMAH
 RD0271  USGS QUAD   -  DAMASCUS (1984)
 RD0271
 RD0271                         *CURRENT SURVEY CONTROL
 RD0271  ___________________________________________________________________
 RD0271* NAD 83(1986)-  45 29 52.     (N)    122 25 46.     (W)     SCALED    
 RD0271* NAVD 88     -        99.438  (meters)     326.24   (feet)  ADJUSTED  
 RD0271  ___________________________________________________________________
 RD0271  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 RD0271  DYNAMIC HT  -          99.435 (meters)     326.23  (feet)  COMP
 RD0271  MODELED GRAV-     980,594.2   (mgal)                       NAVD 88
 RD0271
 RD0271  VERT ORDER  -  SECOND    CLASS 0
 RD0271
 RD0271.The horizontal coordinates were scaled from a topographic map and have
 RD0271.an estimated accuracy of +/- 6 seconds.
 RD0271
 RD0271.The orthometric height was determined by differential leveling
 RD0271.and adjusted in June 1991.
 RD0271
 RD0271.The geoid height was determined by GEOID03.
 RD0271
 RD0271.The dynamic height is computed by dividing the NAVD 88
 RD0271.geopotential number by the normal gravity value computed on the
 RD0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0271.degrees latitude (g = 980.6199 gals.).
 RD0271
 RD0271.The modeled gravity was interpolated from observed gravity values.
 RD0271
 RD0271;                    North         East    Units  Estimated Accuracy
 RD0271;SPC OR N     -   205,280.    2,349,220.      MT  (+/- 180 meters Scaled)
 RD0271
 RD0271                          SUPERSEDED SURVEY CONTROL
 RD0271
 RD0271  NGVD 29 (??/??/92)   98.38   (m)          322.8    (f) COMPUTED    2 0
 RD0271
 RD0271.Superseded values are not recommended for survey control.
 RD0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0271.See file dsdata.txt to determine how the superseded data were derived.
 RD0271
 RD0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER445384(NAD 83)
 RD0271_MARKER: DB = BENCH MARK DISK
 RD0271_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD0271_SP_SET: CONCRETE BASE
 RD0271_STAMPING: GRESHAM 1934 322.772
 RD0271_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0271
 RD0271  HISTORY     - Date     Condition        Report By
 RD0271  HISTORY     - 1934     MONUMENTED       CGS
 RD0271  HISTORY     - 1952     GOOD             NGS
 RD0271  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 RD0271  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 RD0271  HISTORY     - 19940628 MARK NOT FOUND   USPSQD
 RD0271
 RD0271                          STATION DESCRIPTION
 RD0271
 RD0271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 RD0271'IN GRESHAM.
 RD0271'AT GRESHAM, MULTNOMAH COUNTY, JUST NORTHWEST OF THE INTERSECTION OF
 RD0271'STATE HIGHWAY 50 AND ROBERTS AVENUE, 23 FEET EAST OF THE NEAREST
 RD0271'BUILDING.  22 FEET WEST OF ROBERTS AVENUE CURB, 15 FEET NORTH OF THE
 RD0271'CURB OF THE HIGHWAY, 10 FEET NORTHEAST OF A DRINKING FOUNTAIN, AND 6
 RD0271'FEET NORTH OF A MAIL BOX.  A STANDARD DISK SET IN THE CONCRETE BASE OF
 RD0271'THE POST THAT ONCE HELD THE FLAGPOLE, 1 FOOT SOUTHWEST OF THE BASE OF
 RD0271'THE POST AND FLUSH WITH THE SURFACE OF THE LAWN.  DISK STAMPED
 RD0271'322.772.
 RD0271
 RD0271                          STATION RECOVERY (1990)
 RD0271
 RD0271'RECOVERY NOTE BY US POWER SQUADRON 1990 (FV)
 RD0271'MARK NOT FOUND.
 RD0271
 RD0271                          STATION RECOVERY (1990)
 RD0271
 RD0271'RECOVERY NOTE BY US POWER SQUADRON 1990 (KRN)
 RD0271'MARK NOT FOUND.
 RD0271
 RD0271                          STATION RECOVERY (1994)
 RD0271
 RD0271'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD0271'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD2438 ***********************************************************************
 RD2438  DESIGNATION -  GRESHAM
 RD2438  PID         -  RD2438
 RD2438  STATE/COUNTY-  OR/MULTNOMAH
 RD2438  USGS QUAD   -  DAMASCUS (1984)
 RD2438
 RD2438                         *CURRENT SURVEY CONTROL
 RD2438  ___________________________________________________________________
 RD2438* NAD 83(1991)-  45 29 31.27502(N)    122 26 02.30799(W)     ADJUSTED  
 RD2438* NAVD 88     -       138.     (meters)     453.     (feet)  SCALED    
 RD2438  ___________________________________________________________________
 RD2438  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 RD2438  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 RD2438  HORZ ORDER  -  FIRST
 RD2438
 RD2438.The horizontal coordinates were established by classical geodetic methods
 RD2438.and adjusted by the National Geodetic Survey in October 1991.
 RD2438
 RD2438.The orthometric height was scaled from a topographic map.
 RD2438
 RD2438.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2438
 RD2438.The geoid height was determined by GEOID03.
 RD2438
 RD2438;                    North         East     Units Scale Factor Converg.
 RD2438;SPC OR N     -   204,646.782 2,348,850.924   MT  0.99991048   -1 22 17.6
 RD2438;SPC OR N     -   671,413.33  7,706,203.82   iFT  0.99991048   -1 22 17.6
 RD2438;UTM  10      - 5,037,765.844   544,228.000   MT  0.99962405   +0 24 13.2
 RD2438
 RD2438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2438!SPC OR N     -   0.99998192  x   0.99991048  =   0.99989240
 RD2438!UTM  10      -   0.99998192  x   0.99962405  =   0.99960598
 RD2438
 RD2438:                Primary Azimuth Mark                     Grid Az
 RD2438:SPC OR N     -  GRESHAM AZ MK                            009 05 19.8
 RD2438:UTM  10      -  GRESHAM AZ MK                            007 18 49.0
 RD2438
 RD2438|---------------------------------------------------------------------|
 RD2438| PID    Reference Object                     Distance      Geod. Az  |
 RD2438|                                                           dddmmss.s |
 RD2438| CE2602 GRESHAM AZ MK                                      0074302.2 |
 RD2438| CE2603 GRESHAM RM 1                         11.514 METERS 11111     |
 RD2438| CE2604 GRESHAM RM 2                          7.718 METERS 26942     |
 RD2438|---------------------------------------------------------------------|
 RD2438
 RD2438                          SUPERSEDED SURVEY CONTROL
 RD2438
 RD2438  NAD 83(1986)-  45 29 31.29088(N)    122 26 02.31467(W) AD(       ) 1
 RD2438  NAD 27      -  45 29 31.85601(N)    122 25 57.99401(W) AD(       ) 1
 RD2438
 RD2438.Superseded values are not recommended for survey control.
 RD2438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2438.See file dsdata.txt to determine how the superseded data were derived.
 RD2438
 RD2438_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER4422837766(NAD 83)
 RD2438_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RD2438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD2438
 RD2438  HISTORY     - Date     Condition        Report By
 RD2438  HISTORY     - 1961     MONUMENTED       CGS
 RD2438  HISTORY     - 19941005 MARK NOT FOUND   USPSQD
 RD2438  HISTORY     - 20010718 MARK NOT FOUND   USPSQD
 RD2438
 RD2438                          STATION DESCRIPTION
 RD2438
 RD2438'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 RD2438'THE STATION IS LOCATED 0.5 MILE SOUTH OF THE POST OFFICE IN
 RD2438'GRESHAM, ON THE NORTH SLOPE OF A PAVED ROAD LEADING UPHILL.
 RD2438'
 RD2438'TO REACH THE STATION FROM THE POST OFFICE IN GRESHAM, GO WEST
 RD2438'ON POWELL BLVD FOR 0.1 MILE TO WALTERS ROAD AND THE BETHEL BAPTIST
 RD2438'CHURCH ON THE LEFT, TURN LEFT, GO SOUTH ON WALTERS ROAD FOR 0.4
 RD2438'MILE TO A POINT WHERE THE ROAD MAKES A SHARP TURN TO THE LEFT AND
 RD2438'STARTS UPHILL, TURN LEFT AND GO 0.05 MILE TO THE STATION ON THE
 RD2438'LEFT AT THE EDGE OF THE ROAD.
 RD2438'
 RD2438'THE STATION MARK, STAMPED GRESHAM 1961, IS A STANDARD DISK SET
 RD2438'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH
 RD2438'WITH THE GROUND.  IT IS 135 FEET EAST OF A SHARP CURVE IN WALTERS
 RD2438'ROAD, 40 FEET WEST OF POWER POLE NUMBER D13-100-2876, 15 FEET
 RD2438'NORTH OF THE CENTERLINE OF WALTERS ROAD AND 6 FEET EAST OF A
 RD2438'WITNESS POST.
 RD2438'
 RD2438'REFERENCE MARK NO. 1, STAMPED GRESHAM NO 1 1961, IS A STANDARD
 RD2438'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 RD2438'PROJECTS 2 INCHES.  IT IS 42 FEET EAST OF A WITNESS POST, 14 FEET
 RD2438'NORTH OF THE CENTERLINE OF WALTERS ROAD AND 1 FOOT WEST OF A
 RD2438'POWERLINE POLE.
 RD2438'
 RD2438'REFERENCE MARK NO. 2, STAMPED GRESHAM NO 2 1961, IS A STANDARD
 RD2438'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 RD2438'PROJECTS 2 INCHES.  IT IS 21 FEET WEST OF A WITNESS POST, 15
 RD2438'FEET NORTH OF THE CENTERLINE OF WALTERS ROAD AND 2 FEET LOWER
 RD2438'THAN THE STATION.
 RD2438'
 RD2438'THE AZIMUTH MARK, STAMPED GRESHAM 1961, IS A STANDARD DISK CEMENTED
 RD2438'IN A DRILL HOLE IN THE BOTTOM STEP OF THE GRESHAM POST OFFICE.  IT
 RD2438'IS 18 FEET SOUTHWEST OF THE CENTER OF THE MAIN ENTRANCE TO THE POST
 RD2438'OFFICE, 6 INCHES EAST OF THE WEST END OF THE STEP AND IS 6 INCHES
 RD2438'ABOVE THE SURFACE OF THE GROUND.
 RD2438
 RD2438                          STATION RECOVERY (1994)
 RD2438
 RD2438'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD2438'MARK NOT FOUND.
 RD2438
 RD2438                          STATION RECOVERY (2001)
 RD2438
 RD2438'RECOVERY NOTE BY US POWER SQUADRON 2001 (KK)
 RD2438'STATION MARK, RM2, AND AZIMUTH MARK NOT FOUND.  RM1 RECOVERED IN GOOD
 RD2438'CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0272 ***********************************************************************
 RD0272  DESIGNATION -  GRESHAM RESET
 RD0272  PID         -  RD0272
 RD0272  STATE/COUNTY-  OR/MULTNOMAH
 RD0272  USGS QUAD   -  DAMASCUS (1984)
 RD0272
 RD0272                         *CURRENT SURVEY CONTROL
 RD0272  ___________________________________________________________________
 RD0272* NAD 83(1986)-  45 29 52.     (N)    122 25 46.     (W)     SCALED    
 RD0272* NAVD 88     -        99.49   (+/-2cm)     326.4    (feet)  VERTCON   
 RD0272  ___________________________________________________________________
 RD0272  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 RD0272  VERT ORDER  -  THIRD (See Below)
 RD0272
 RD0272.The horizontal coordinates were scaled from a topographic map and have
 RD0272.an estimated accuracy of +/- 6 seconds.
 RD0272
 RD0272.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD0272.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD0272.The vertical order pertains to the NGVD 29 superseded value.
 RD0272
 RD0272.The geoid height was determined by GEOID03.
 RD0272
 RD0272;                    North         East    Units  Estimated Accuracy
 RD0272;SPC OR N     -   205,280.    2,349,220.      MT  (+/- 180 meters Scaled)
 RD0272
 RD0272                          SUPERSEDED SURVEY CONTROL
 RD0272
 RD0272  NGVD 29 (??/??/??)   98.43   (m)          322.9    (f) RESET       3  
 RD0272
 RD0272.Superseded values are not recommended for survey control.
 RD0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0272.See file dsdata.txt to determine how the superseded data were derived.
 RD0272
 RD0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER445384(NAD 83)
 RD0272_MARKER: DB = BENCH MARK DISK
 RD0272_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD0272_SP_SET: MANHOLE
 RD0272_STAMPING: GRESHAM 1934 RESET 1953
 RD0272_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0272_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RD0272+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2004
 RD0272
 RD0272  HISTORY     - Date     Condition        Report By
 RD0272  HISTORY     - 1953     MONUMENTED       CGS
 RD0272  HISTORY     - 1984     GOOD             USPSQD
 RD0272  HISTORY     - 1984     GOOD             USPSQD
 RD0272  HISTORY     - 1990     GOOD             USPSQD
 RD0272  HISTORY     - 1990     GOOD             USPSQD
 RD0272  HISTORY     - 19940628 GOOD             USPSQD
 RD0272  HISTORY     - 19991024 GOOD             USPSQD
 RD0272  HISTORY     - 20040728 MARK NOT FOUND   USPSQD
 RD0272  HISTORY     - 20041021 GOOD             USPSQD
 RD0272
 RD0272                          STATION DESCRIPTION
 RD0272
 RD0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RD0272'IN GRESHAM.
 RD0272'A STANDARD BRONZE DISK SET HORIZONTALLY IN THE TOP OF THE SOUTHEAST
 RD0272'CORNER OF A 4 X 4 1/2 FT. CONCRETE WATER MANHOLE (GRESHAM-PORTLAND
 RD0272'CITY CONNECTION) AT THE NORTHWEST INTERSECTION OF E. POWELL BLVD., AND
 RD0272'NORTHEAST ROBERTS STREET IN GRESHAM, OREGON.  MARK IS 13 FEET NORTH OF
 RD0272'THE CURB LINE OF EAST POWELL BLVD.  8.6 FEET WEST OF THE CURB LINE OF
 RD0272'NORTHEAST ROBERTS STREET.  FLUSH WITH THE GROUND LEVEL. AND ABOUT 6
 RD0272'INCHES FROM THE EAST AND SOUTH SIDES OF THE MANHOLE EDGES, AND STAMPED
 RD0272'GRESHAM 1934 RESET 1953.  NOTE-- MARK WAS MOVED ABOUT 10 FEET EASTWARD
 RD0272'ON NOVEMBER 25 1953 DUE TO IMPROVEMENTS TO BE MADE IN THE LOT.
 RD0272
 RD0272                          STATION RECOVERY (1984)
 RD0272
 RD0272'RECOVERY NOTE BY US POWER SQUADRON 1984
 RD0272'RECOVERED IN GOOD CONDITION.
 RD0272
 RD0272                          STATION RECOVERY (1984)
 RD0272
 RD0272'RECOVERY NOTE BY US POWER SQUADRON 1984
 RD0272'RECOVERED IN GOOD CONDITION.
 RD0272
 RD0272                          STATION RECOVERY (1990)
 RD0272
 RD0272'RECOVERY NOTE BY US POWER SQUADRON 1990 (FV)
 RD0272'RECOVERED IN GOOD CONDITION.
 RD0272
 RD0272                          STATION RECOVERY (1990)
 RD0272
 RD0272'RECOVERY NOTE BY US POWER SQUADRON 1990 (KRN)
 RD0272'RECOVERED IN GOOD CONDITION.
 RD0272
 RD0272                          STATION RECOVERY (1994)
 RD0272
 RD0272'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD0272'RECOVERED IN GOOD CONDITION.
 RD0272
 RD0272                          STATION RECOVERY (1999)
 RD0272
 RD0272'RECOVERY NOTE BY US POWER SQUADRON 1999
 RD0272'RECOVERED IN GOOD CONDITION.
 RD0272
 RD0272                          STATION RECOVERY (2004)
 RD0272
 RD0272'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 RD0272'MANHOLE REMOVED AND REPLACED BY CYLNDRICAL VALVE BOXES AND AREA
 RD0272'REPAVED.
 RD0272'STATION SHOULD BE CONSIDERED LOST
 RD0272
 RD0272                          STATION RECOVERY (2004)
 RD0272
 RD0272'RECOVERY NOTE BY US POWER SQUADRON 2004 (DLM)
 RD0272'STATION MARK IS IN THE TOP OF THE SOUTHEAST CORNER OF A 4 X 4 1/2 FT.
 RD0272'RECTANGULAR CONCRETE MANHOLE VAULT. MARK IS NOW 25' FEET NORTH OF THE
 RD0272'CURB LINE OF EAST POWELL BLVD AND 16.5 FEET WEST OF THE CURB LINE OF
 RD0272'NORTHEAST ROBERTS STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1258 ***********************************************************************
 NZ1258  DESIGNATION -  GREYBACK
 NZ1258  PID         -  NZ1258
 NZ1258  STATE/COUNTY-  OR/JOSEPHINE
 NZ1258  USGS QUAD   -  GRAYBACK MOUNTAIN (1996)
 NZ1258
 NZ1258                         *CURRENT SURVEY CONTROL
 NZ1258  ___________________________________________________________________
 NZ1258* NAD 83(1991)-  42 06 35.52342(N)    123 18 44.72793(W)     ADJUSTED  
 NZ1258* NAVD 88     -              **(meters)            **(feet)            
 NZ1258  ___________________________________________________________________
 NZ1258  LAPLACE CORR-           3.38  (seconds)                    DEFLEC99
 NZ1258  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 NZ1258  HORZ ORDER  -  THIRD
 NZ1258
 NZ1258.The horizontal coordinates were established by classical geodetic methods
 NZ1258.and adjusted by the National Geodetic Survey in October 1991.
 NZ1258
 NZ1258
 NZ1258.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ1258
 NZ1258.The geoid height was determined by GEOID03.
 NZ1258
 NZ1258;                    North         East     Units Scale Factor Converg.
 NZ1258;SPC OR S     -    53,139.570 1,267,418.639   MT  1.00006374   -1 55 26.8
 NZ1258;SPC OR S     -   174,342.42  4,158,197.63   iFT  1.00006374   -1 55 26.8
 NZ1258;UTM  10      - 4,662,022.040   474,170.295   MT  0.99960821   -0 12 34.2
 NZ1258
 NZ1258                          SUPERSEDED SURVEY CONTROL
 NZ1258
 NZ1258  NAD 83(1986)-  42 06 35.51359(N)    123 18 44.73389(W) AD(       ) 4
 NZ1258  NAD 27      -  42 06 36.04000(N)    123 18 40.58000(W) AD(       ) 3
 NZ1258
 NZ1258.Superseded values are not recommended for survey control.
 NZ1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1258.See file dsdata.txt to determine how the superseded data were derived.
 NZ1258
 NZ1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM7417062022(NAD 83)
 NZ1258
 NZ1258  HISTORY     - Date     Condition        Report By
 NZ1258  HISTORY     - 1904     MONUMENTED       USGS
 NZ1258  HISTORY     - 1935     SEE DESCRIPTION  CGS
 NZ1258
 NZ1258                          STATION DESCRIPTION
 NZ1258
 NZ1258'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (LAM)
 NZ1258'THIS INTERSECTED POSITION IS HIGHEST POINT OF GRAYBACK MOUNTAIN,
 NZ1258'PROMINENT PEAK IN SISKIYOU MOUNTAINS, ABOUT 25 MILES S OF GRANTS
 NZ1258'PASS AND S OF HEAD OF WILLIAMS CREEK.  THERE ARE TWO SUMMITS TO
 NZ1258'THIS MOUNTAIN, SOUTHERN OF WHICH IS HIGHER.
 NZ1258'
 NZ1258'IN SUMMER OF 1904 U.S. GEOLOGICAL SURVEY SET BRONZE DISK IN
 NZ1258'BEDROCK IN APPROXIMATE POSITION OF THIS STATION AND OVER IT PLACED
 NZ1258'CAIRN 9 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB1349 ***********************************************************************
 RB1349  DESIGNATION -  GRIEFY
 RB1349  PID         -  RB1349
 RB1349  STATE/COUNTY-  OR/UMATILLA
 RB1349  USGS QUAD   -  GRANITE MEADOWS (1995)
 RB1349
 RB1349                         *CURRENT SURVEY CONTROL
 RB1349  ___________________________________________________________________
 RB1349* NAD 83(1991)-  45 20 24.19481(N)    118 45 37.23695(W)     ADJUSTED  
 RB1349* NAVD 88     -      1592.     (meters)    5223.     (feet)  SCALED    
 RB1349  ___________________________________________________________________
 RB1349  LAPLACE CORR-           5.97  (seconds)                    DEFLEC99
 RB1349  GEOID HEIGHT-         -18.64  (meters)                     GEOID03
 RB1349  HORZ ORDER  -  THIRD
 RB1349
 RB1349.The horizontal coordinates were established by classical geodetic methods
 RB1349.and adjusted by the National Geodetic Survey in October 1991.
 RB1349
 RB1349.The orthometric height was scaled from a topographic map.
 RB1349
 RB1349.The Laplace correction was computed from DEFLEC99 derived deflections.
 RB1349
 RB1349.The geoid height was determined by GEOID03.
 RB1349
 RB1349;                    North         East     Units Scale Factor Converg.
 RB1349;SPC OR N     -   187,417.465 2,636,328.315   MT  0.99989904   +1 14 01.5
 RB1349;SPC OR N     -   614,886.70  8,649,371.11   iFT  0.99989904   +1 14 01.5
 RB1349;UTM  11      - 5,022,234.475   362,081.355   MT  0.99983388   -1 15 08.3
 RB1349
 RB1349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RB1349!SPC OR N     -   0.99975336  x   0.99989904  =   0.99965243
 RB1349!UTM  11      -   0.99975336  x   0.99983388  =   0.99958729
 RB1349
 RB1349:                Primary Azimuth Mark                     Grid Az
 RB1349:SPC OR N     -  BIRCH                                    055 52 42.9
 RB1349:UTM  11      -  BIRCH                                    058 21 52.7
 RB1349
 RB1349|---------------------------------------------------------------------|
 RB1349| PID    Reference Object                     Distance      Geod. Az  |
 RB1349|                                                           dddmmss.s |
 RB1349| RB1340 BIRCH                               APPROX.12.9 KM 0570644.4 |
 RB1349| RB1440 ARBUCKLE MTN LOT                    APPROX.42.3 KM 2465111.6 |
 RB1349|---------------------------------------------------------------------|
 RB1349
 RB1349                          SUPERSEDED SURVEY CONTROL
 RB1349
 RB1349  NAD 83(1986)-  45 20 24.19771(N)    118 45 37.22595(W) AD(       ) 3
 RB1349  NAD 27      -  45 20 24.70740(N)    118 45 33.39549(W) AD(       ) 3
 RB1349
 RB1349.Superseded values are not recommended for survey control.
 RB1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1349.See file dsdata.txt to determine how the superseded data were derived.
 RB1349
 RB1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL6208122234(NAD 83)
 RB1349
 RB1349  HISTORY     - Date     Condition        Report By
 RB1349  HISTORY     - 1936     MONUMENTED       USFS
 RB1349
 RB1349                          STATION DESCRIPTION
 RB1349
 RB1349'DESCRIBED BY US FOREST SERVICE 1936
 RB1349'THIS OCCUPIED STATION IS ON HILL NEAR CENTER OF RIDGE RUNNING N
 RB1349'AND S, 10.5 MILES S BY E OF PILOT ROCK, 6 MILES N OF BEARWALLOW
 RB1349'GUARD STATION AND 5 MILES N BY E OF LUCKY STRIKE LOOKOUT
 RB1349'TOWER.  THE POINT IS ABOUT 1 MILE E OF HEAD OF CALIFORNIA GULCH.
 RB1349'
 RB1349'STATION IS MARKED BY A DISK SET IN A DRILL HOLE IN BOULDER FLUSH
 RB1349'WITH SURFACE.  FENCE CROSSES RIDGE ABOUT 300 FEET TO N AND LARGE
 RB1349'TREES ARE ABOUT 50 FEET TO E.  A CAIRN IS ABOUT 2 FEET N OF DISK.
 RB1349'
 RB1349'TO REACH FROM ALBEE, GO N 2 MILES, TURN RIGHT AND CONTINUE ON
 RB1349'THIS ROAD UPHILL 2.4 MILES, TAKE LEHMAN SPRINGS ROAD AND GO 6.1
 RB1349'MILES, TURN LEFT ON POLE MILL ROAD, GO 5 MILES, TURN RIGHT ON DIM
 RB1349'ROAD, GO ABOUT 1 MILE TO TOP OF RIDGE AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1751 ***********************************************************************
 QE1751  DESIGNATION -  GRIFFITH
 QE1751  PID         -  QE1751
 QE1751  STATE/COUNTY-  OR/LANE
 QE1751  USGS QUAD   -  MOHAWK (1988)
 QE1751
 QE1751                         *CURRENT SURVEY CONTROL
 QE1751  ___________________________________________________________________
 QE1751* NAD 83(1991)-  44 08 15.18802(N)    122 56 45.11715(W)     ADJUSTED  
 QE1751* NAVD 88     -       449.9    (meters)    1476.     (feet)  VERTCON   
 QE1751  ___________________________________________________________________
 QE1751  LAPLACE CORR-          -4.18  (seconds)                    DEFLEC99
 QE1751  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 QE1751  HORZ ORDER  -  SECOND
 QE1751
 QE1751.The horizontal coordinates were established by classical geodetic methods
 QE1751.and adjusted by the National Geodetic Survey in October 1991.
 QE1751
 QE1751.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE1751.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE1751
 QE1751.The Laplace correction was computed from DEFLEC99 derived deflections.
 QE1751
 QE1751.The geoid height was determined by GEOID03.
 QE1751
 QE1751;                    North         East     Units Scale Factor Converg.
 QE1751;SPC OR S     -   277,345.807 1,304,300.610   MT  1.00003787   -1 40 24.0
 QE1751;SPC OR S     -   909,927.19  4,279,201.48   iFT  1.00003787   -1 40 24.0
 QE1751;UTM  10      - 4,887,152.073   504,330.116   MT  0.99960023   +0 02 15.7
 QE1751
 QE1751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE1751!SPC OR S     -   0.99993310  x   1.00003787  =   0.99997097
 QE1751!UTM  10      -   0.99993310  x   0.99960023  =   0.99953336
 QE1751
 QE1751|---------------------------------------------------------------------|
 QE1751| PID    Reference Object                     Distance      Geod. Az  |
 QE1751|                                                           dddmmss.s |
 QE1751| CE1546 GRIFFITH RM 1                         9.040 METERS 20408     |
 QE1751| CE1547 GRIFFITH RM 2                         9.031 METERS 29614     |
 QE1751| QE1752 407 54.07                           APPROX. 4.9 KM 3564604.4 |
 QE1751|---------------------------------------------------------------------|
 QE1751
 QE1751                          SUPERSEDED SURVEY CONTROL
 QE1751
 QE1751  NAD 83(1986)-  44 08 15.20360(N)    122 56 45.14304(W) AD(       ) 2
 QE1751  NAD 27      -  44 08 15.75507(N)    122 56 40.84348(W) AD(       ) 2
 QE1751  NGVD 29 (07/19/86)  448.8    (m)         1472.     (f) VERT ANG    3  
 QE1751
 QE1751.Superseded values are not recommended for survey control.
 QE1751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1751.See file dsdata.txt to determine how the superseded data were derived.
 QE1751
 QE1751_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP0433087152(NAD 83)
 QE1751_MARKER: DD = SURVEY DISK
 QE1751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE1751_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QE1751
 QE1751  HISTORY     - Date     Condition        Report By
 QE1751  HISTORY     - 1970     MONUMENTED       OR-039
 QE1751
 QE1751                          STATION DESCRIPTION
 QE1751
 QE1751'DESCRIBED BY LANE COUNTY OREGON 1970 (FLI)
 QE1751'THE STATION IS LOCATED ABOUT 6-1/2 MILES NORTHEAST OF SPRINGFIELD,
 QE1751'5 MILES SOUTHWEST OF MARCOLA AND ABOUT 200 FEET EAST OF THE HIGHEST
 QE1751'POINT OF A TIMBERED HILL.
 QE1751'
 QE1751'TO REACH THE STATION FROM THE POST OFFICE IN MARCOLA, GO SOUTHWEST ON
 QE1751'MARCOLA ROAD FOR 2.0 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 QE1751'SOUTHWEST ON DONNA ROAD FOR 0.9 MILE TO A SIDE ROAD RIGHT.  TURN
 QE1751'RIGHT AND GO NORTHWEST AND WEST ON MCGOWAN CREEK ROAD FOR 1.4
 QE1751'MILES TO A Y-FORK.  TAKE THE LEFT FORK AND GO WEST AND NORTH ON MC
 QE1751'GOWAN PARK ROAD FOR 2.0 MILES TO THE END OF TRUCK TRAVEL.  PACK
 QE1751'SOUTHERLY ALONG AN OLD TRACK ROAD FOR 0.15 MILE TO THE END OF THE
 QE1751'ROAD AND THE STATION.  A 5 MINUTE PACK.
 QE1751'
 QE1751'THE STATION MARK, STAMPED GRIFFITH 1969, IS A LANE COUNTY DISK SET
 QE1751'IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS 8 INCHES IN
 QE1751'DIAMETER AND PROJECTS 1-1/2 FEET.  IT IS 2.9 FEET WEST OF A WITNESS
 QE1751'POST.
 QE1751'
 QE1751'REFERENCE MARK NO. 1, STAMPED GRIFFITH RM NO 1 1969, IS A LANE
 QE1751'COUNTY DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS
 QE1751'6 INCHES IN DIAMETER AND PROJECTS 1 FOOT.  IT IS 31.7 FEET
 QE1751'SOUTHWEST OF THE WITNESS POST AND ABOUT 3 FEET HIGHER THAN THE
 QE1751'STATION.
 QE1751'
 QE1751'REFERENCE MARK NO. 2, STAMPED GRIFFITH RM NO 2 1969, IS A LANE
 QE1751'COUNTY DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS
 QE1751'6 INCHES IN DIAMETER AND PROJECTS 1 FOOT.  IT IS 32.2 FEET
 QE1751'NORTHWEST OF THE WITNESS POST AND IS ABOUT 4 FEET HIGHER THAN THE
 QE1751'STATION.
 QE1751'
 QE1751'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC2131 ***********************************************************************
 SC2131  DESIGNATION -  GRIMES 1874
 SC2131  PID         -  SC2131
 SC2131  STATE/COUNTY-  OR/CLATSOP
 SC2131  USGS QUAD   -  GEARHART (1973)
 SC2131
 SC2131                         *CURRENT SURVEY CONTROL
 SC2131  ___________________________________________________________________
 SC2131* NAD 83(1991)-  46 00 03.14740(N)    123 55 37.30849(W)     ADJUSTED  
 SC2131* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 SC2131  ___________________________________________________________________
 SC2131  LAPLACE CORR-          17.00  (seconds)                    DEFLEC99
 SC2131  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 SC2131  HORZ ORDER  -  THIRD
 SC2131
 SC2131.The horizontal coordinates were established by classical geodetic methods
 SC2131.and adjusted by the National Geodetic Survey in October 1991.
 SC2131
 SC2131.The orthometric height was scaled from a topographic map.
 SC2131
 SC2131.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2131
 SC2131.The geoid height was determined by GEOID03.
 SC2131
 SC2131;                    North         East     Units Scale Factor Converg.
 SC2131;SPC OR N     -   265,021.371 2,234,614.664   MT  1.00000022   -2 25 49.4
 SC2131;SPC OR N     -   869,492.69  7,331,412.94   iFT  1.00000022   -2 25 49.4
 SC2131;UTM  10      - 5,094,562.373   428,219.147   MT  0.99966334   -0 40 00.8
 SC2131
 SC2131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2131!SPC OR N     -   1.00000302  x   1.00000022  =   1.00000324
 SC2131!UTM  10      -   1.00000302  x   0.99966334  =   0.99966635
 SC2131
 SC2131:                Primary Azimuth Mark                     Grid Az
 SC2131:SPC OR N     -  DUNCE                                    216 41 45.4
 SC2131:UTM  10      -  DUNCE                                    214 55 56.8
 SC2131
 SC2131|---------------------------------------------------------------------|
 SC2131| PID    Reference Object                     Distance      Geod. Az  |
 SC2131|                                                           dddmmss.s |
 SC2131| RD2091 DUNCE                               APPROX. 3.4 KM 2141556.0 |
 SC2131|---------------------------------------------------------------------|
 SC2131
 SC2131                          SUPERSEDED SURVEY CONTROL
 SC2131
 SC2131  NAD 83(1986)-  46 00 03.17517(N)    123 55 37.28696(W) AD(       ) 3
 SC2131  NAD 27      -  46 00 03.81339(N)    123 55 32.79170(W) AD(       ) 3
 SC2131
 SC2131.Superseded values are not recommended for survey control.
 SC2131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2131.See file dsdata.txt to determine how the superseded data were derived.
 SC2131
 SC2131_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR2821994562(NAD 83)
 SC2131
 SC2131  HISTORY     - Date     Condition        Report By
 SC2131  HISTORY     - 1874     MONUMENTED       COASUR
 SC2131  HISTORY     - 1934     SEE DESCRIPTION  ORGS
 SC2131
 SC2131                          STATION DESCRIPTION
 SC2131
 SC2131'DESCRIBED BY OREGON GEODETIC SURVEY 1934
 SC2131'THIS STATION IS IN THE N PART OF SEASIDE, AND ABOUT 500 FEET E OF
 SC2131'THE HIGH-WATER MARK.  THE STATION IS MARKED BY A DRILL HOLE IN A
 SC2131'BOULDER BURIED 2 FEET.  THE STATION WAS SEARCHED FOR AND ITS
 SC2131'COMPUTED POSITION WAS FOUND TO BE ON THE S SIDE OF ELEVENTH
 SC2131'AVENUE, NEAR THE N END OF LOT 9, BLOCK 7, OF GRIMES GROVE ADDITION
 SC2131'TO SEASIDE.  THE STATION HAS PROBABLY BEEN DESTROYED BY
 SC2131'IMPROVEMENTS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0747 ***********************************************************************
 NY0747  DESIGNATION -  GRIMM
 NY0747  PID         -  NY0747
 NY0747  STATE/COUNTY-  OR/LAKE
 NY0747  USGS QUAD   -  COOPER DRAW (1968)
 NY0747
 NY0747                         *CURRENT SURVEY CONTROL
 NY0747  ___________________________________________________________________
 NY0747* NAD 83(1991)-  42 32 25.79242(N)    120 04 02.69259(W)     ADJUSTED  
 NY0747* NAVD 88     -      2067.3    (meters)    6782.     (feet)  VERTCON   
 NY0747  ___________________________________________________________________
 NY0747  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 NY0747  GEOID HEIGHT-         -20.27  (meters)                     GEOID03
 NY0747  HORZ ORDER  -  SECOND
 NY0747
 NY0747.The horizontal coordinates were established by classical geodetic methods
 NY0747.and adjusted by the National Geodetic Survey in October 1991.
 NY0747
 NY0747.The NAVD 88 height was computed by applying the VERTCON shift value to
 NY0747.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NY0747
 NY0747.The Laplace correction was computed from DEFLEC99 derived deflections.
 NY0747
 NY0747.The geoid height was determined by GEOID03.
 NY0747
 NY0747;                    North         East     Units Scale Factor Converg.
 NY0747;SPC OR S     -    97,160.138 1,535,533.353   MT  0.99995427   +0 17 45.4
 NY0747;SPC OR S     -   318,766.86  5,037,839.08   iFT  0.99995427   +0 17 45.4
 NY0747;UTM  10      - 4,713,958.569   740,812.828   MT  1.00031354   +1 59 01.3
 NY0747;UTM  11      - 4,714,350.911   248,114.606   MT  1.00038068   -2 04 30.0
 NY0747
 NY0747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NY0747!SPC OR S     -   0.99967907  x   0.99995427  =   0.99963335
 NY0747!UTM  10      -   0.99967907  x   1.00031354  =   0.99999251
 NY0747!UTM  11      -   0.99967907  x   1.00038068  =   1.00005963
 NY0747
 NY0747|---------------------------------------------------------------------|
 NY0747| PID    Reference Object                     Distance      Geod. Az  |
 NY0747|                                                           dddmmss.s |
 NY0747| CD6658 GRIMM RM 1                            3.180 METERS 03931     |
 NY0747| CD6659 GRIMM RM 2                            4.600 METERS 21635     |
 NY0747| NY0774 ABERT RIM LOOKOUT TOWER             APPROX.21.8 KM 2190617.9 |
 NY0747|---------------------------------------------------------------------|
 NY0747
 NY0747                          SUPERSEDED SURVEY CONTROL
 NY0747
 NY0747  NAD 83(1986)-  42 32 25.79801(N)    120 04 02.68950(W) AD(       ) 2
 NY0747  NAD 27      -  42 32 26.23000(N)    120 03 58.85000(W) AD(       ) 2
 NY0747  NGVD 29 (07/19/86) 2066.0    (m)         6778.     (f) VERT ANG    3  
 NY0747
 NY0747.Superseded values are not recommended for survey control.
 NY0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0747.See file dsdata.txt to determine how the superseded data were derived.
 NY0747
 NY0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGN4081313959(NAD 83)
 NY0747_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NY0747_SETTING: 66 = SET IN ROCK OUTCROP
 NY0747
 NY0747  HISTORY     - Date     Condition        Report By
 NY0747  HISTORY     - 1948     MONUMENTED       CGS
 NY0747  HISTORY     - 1971     SEE DESCRIPTION  USGS
 NY0747
 NY0747                          STATION DESCRIPTION
 NY0747
 NY0747'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MTP)
 NY0747'THE STATION IS ABOUT 28 MILES NORTHEAST OF LAKEVIEW, 12 MILES
 NY0747'EAST NORTHEAST OF VALLEY FALLS, AND 8 MILES EAST OF THE SOUTH
 NY0747'END OF LAKE ABERT.  IT IS ON THE SOUTHWESTERLY ONE OF THREE
 NY0747'SUMMITS, LOCALLY KNOWN AS THE COYOTE HILLS.
 NY0747'
 NY0747'THE STATION MARK, STAMPED GRIMM 1948, IS A STANDARD DISK SET IN
 NY0747'BEDROCK FLUSH WITH THE SURFACE.  IT IS 3 FEET NORTH OF A LOW RIM
 NY0747'ON THE SUMMIT AND 16 METERS EAST SOUTHEAST OF AND 4 FEET LOWER
 NY0747'THAN THE HIGHEST OUTCROP ON THE SUMMIT.
 NY0747'
 NY0747'REFERENCE MARK NO. 1, STAMPED GRIMM NO 1 1948, IS A STANDARD
 NY0747'DISK SET IN A BOULDER, 4 FEET BY 4 FEET, PROJECTING 4 FEET ON THE
 NY0747'EAST SIDE.  IT IS ABOUT 6 INCHES HIGHER THAN THE STATION MARK.
 NY0747'
 NY0747'REFERENCE MARK NO. 2, STAMPED GRIMM NO 2 1948, IS A STANDARD
 NY0747'DISK SET IN A BOULDER, 3 FEET BY 4 FEET, PROJECTING 7 FEET ON THE
 NY0747'SOUTH SIDE AND 2 FEET ON THE NORTH SIDE.  IT IS ON THE SOUTH RIM
 NY0747'OF THE SUMMIT AND ABOUT 2 FEET HIGHER THAN THE STATION MARK.
 NY0747'
 NY0747'THE ABERT RIM LOOKOUT TOWER, ABOUT 13-1/2 MILES SOUTH SOUTHWEST,
 NY0747'WILL SERVE AS THE AZIMUTH MARK FOR THIS STATION.
 NY0747'
 NY0747'TO REACH THE STATION FROM VALLEY FALLS, ABOUT 23 MILES NORTH OF
 NY0747'LAKEVIEW, GO NORTH ON U.S. HIGHWAY 395 FOR 26.0 MILES TO THE SUMMIT
 NY0747'OF A GRADE AND SIGN ON RIGHT, PLUSH 31.  TURN RIGHT AND CONTINUE
 NY0747'ON THE ROAD TO PLUSH FOR 11.9 MILES TO A TRACK ROAD ON RIGHT,
 NY0747'IMMEDIATELY AFTER CROSSING A SECOND BRIDGE.  TAKE THE RIGHT FORK
 NY0747'AND CONTINUE ON THE TRACK ROAD FOR 4.8 MILES TO A REVERSE FORK
 NY0747'ON LEFT.  CONTINUE STRAIGHT AHEAD, WESTERLY, FOR 2.2 MILES TO A
 NY0747'FORK.  TAKE THE LEFT FORK AND CONTINUE ON ROAD LEADING UP THE
 NY0747'CANYON FOR 4.8 MILES TO THE SUMMIT OF A SADDLE.  THENCE BEAR
 NY0747'RIGHT, NORTH NORTHWEST, AND GO ACROSS COUNTRY AND UP THE
 NY0747'STEEP SLOPE OF THE STATION HILL FOR APPROXIMATELY 0.3 MILE TO
 NY0747'THE END OF TRUCK TRAVEL.  FROM THE END OF TRUCK TRAVEL PACK
 NY0747'NORTH NORTHWEST ABOUT 1/2 MILE TO THE SUMMIT AND THE STATION.
 NY0747
 NY0747                          STATION RECOVERY (1971)
 NY0747
 NY0747'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 NY0747'ALL MARKS IN GOOD CONDITION.
 NY0747'
 NY0747'REACHED BY HELICOPTER.
 NY0747'
 NY0747'RM 1 TO RM 2 NOT MEASURED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1783 ***********************************************************************
 QD1783  DESIGNATION -  GRIZZLY
 QD1783  PID         -  QD1783
 QD1783  STATE/COUNTY-  OR/CROOK
 QD1783  USGS QUAD   -  GRIZZLY MTN (1992)
 QD1783
 QD1783                         *CURRENT SURVEY CONTROL
 QD1783  ___________________________________________________________________
 QD1783* NAD 83(1991)-  44 26 16.83393(N)    120 57 16.75195(W)     ADJUSTED  
 QD1783* NAVD 88     -      1715.8    (meters)    5629.     (feet)  VERTCON   
 QD1783  ___________________________________________________________________
 QD1783  LAPLACE CORR-           5.72  (seconds)                    DEFLEC99
 QD1783  GEOID HEIGHT-         -20.56  (meters)                     GEOID03
 QD1783  HORZ ORDER  -  FIRST
 QD1783
 QD1783.The horizontal coordinates were established by classical geodetic methods
 QD1783.and adjusted by the National Geodetic Survey in October 1991.
 QD1783
 QD1783.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1783.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1783
 QD1783.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1783
 QD1783.The geoid height was determined by GEOID03.
 QD1783
 QD1783;                    North         East     Units Scale Factor Converg.
 QD1783;SPC OR S     -   307,975.222 1,463,798.406   MT  1.00014094   -0 18 39.8
 QD1783;SPC OR S     - 1,010,417.40  4,802,488.21   iFT  1.00014094   -0 18 39.8
 QD1783;UTM  10      - 4,922,558.034   662,773.385   MT  0.99992584   +1 25 56.4
 QD1783
 QD1783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1783!SPC OR S     -   0.99973427  x   1.00014094  =   0.99987517
 QD1783!UTM  10      -   0.99973427  x   0.99992584  =   0.99966013
 QD1783
 QD1783:                Primary Azimuth Mark                     Grid Az
 QD1783:SPC OR S     -  DRAKE BUTTE LOOKOUT TOWER                133 34 40.8
 QD1783:UTM  10      -  DRAKE BUTTE LOOKOUT TOWER                131 50 04.6
 QD1783
 QD1783|---------------------------------------------------------------------|
 QD1783| PID    Reference Object                     Distance      Geod. Az  |
 QD1783|                                                           dddmmss.s |
 QD1783| QD1774 DRAKE BUTTE LOOKOUT TOWER           APPROX.63.8 KM 1331601.0 |
 QD1783| CD6664 GRIZZLY RM 1                         16.550 METERS 17947     |
 QD1783| CD6665 GRIZZLY RM 2                         12.480 METERS 30343     |
 QD1783|---------------------------------------------------------------------|
 QD1783
 QD1783                          SUPERSEDED SURVEY CONTROL
 QD1783
 QD1783  NAD 83(1986)-  44 26 16.84296(N)    120 57 16.74792(W) AD(       ) 1
 QD1783  NAD 27      -  44 26 17.39600(N)    120 57 12.63600(W) AD(       ) 1
 QD1783  NGVD 29 (07/19/86) 1714.6    (m)         5625.     (f) VERT ANG    3  
 QD1783
 QD1783.Superseded values are not recommended for survey control.
 QD1783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1783.See file dsdata.txt to determine how the superseded data were derived.
 QD1783
 QD1783_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ6277322558(NAD 83)
 QD1783_MARKER: DS = TRIANGULATION STATION DISK
 QD1783_SETTING: 66 = SET IN ROCK OUTCROP
 QD1783
 QD1783  HISTORY     - Date     Condition        Report By
 QD1783  HISTORY     - 1932     MONUMENTED       CGS
 QD1783  HISTORY     - 1938     GOOD             ORDT
 QD1783  HISTORY     - 1945     GOOD             USGS
 QD1783  HISTORY     - 1958     GOOD             USGS
 QD1783  HISTORY     - 1964     GOOD             BPA
 QD1783
 QD1783                          STATION DESCRIPTION
 QD1783
 QD1783'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (FGJ)
 QD1783'ON A PROMINENT BUTTE, KNOWN AS GRIZZLY MOUNTAIN WHICH IS HEAVILY
 QD1783'WOODED ON THE N AND E SIDES.
 QD1783'
 QD1783'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS IN
 QD1783'OUTCROPPING BEDROCK AS DESCRIBED.  REFERENCE
 QD1783'MARK NO.1 IS W BY S OF THE STATION.  REFERENCE MARK NO.2 IS NW OF
 QD1783'THE STATION.
 QD1783'
 QD1783'STATION MAY BE REACHED FROM THE TOWN OF PRINEVILLE AS FOLLOWS--GO
 QD1783'N ON MAIN STREET FOR 0.4 MILE, TURN LEFT AND GO 2.6 MILES, TURN
 QD1783'RIGHT AND GO 2.8 MILES, TURN LEFT AND GO 0.9 MILE, TURN RIGHT AND
 QD1783'GO 0.8 MILE, TURN LEFT AND GO 0.1 MILE, TURN RIGHT AND GO 3.5
 QD1783'MILES, AT THIS POINT TURN LEFT OFF THE MAIN-TRAVELED HIGHWAY
 QD1783'THROUGH A GATE INTO AN OLD LOGGING ROAD, GO 1.7 MILES AND TAKE
 QD1783'LEFT FORK, GO 0.3 MILE AND TAKE LEFT FORK, GO 0.2 MILE AND TAKE
 QD1783'RIGHT FORK, CONTINUE ON THIS ROAD UP THE CANYON FOR 0.5 MILE
 QD1783'WHICH IS THE END OF TRUCK TRAVEL.  A PACK OF APPROXIMATELY
 QD1783'FIFTY MINUTES IS NEEDED TO REACH THE STATION.
 QD1783'
 QD1783'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.5 METERS.
 QD1783
 QD1783                          STATION RECOVERY (1938)
 QD1783
 QD1783'RECOVERY NOTE BY OREGON DEPARTMENT OF TRANSPORTATION 1938
 QD1783'STATION IS ON THE HIGHEST PART OF GRIZZLY MOUNTAIN, WELL-KNOWN
 QD1783'LANDMARK NW OF PRINEVILLE.  MOUNTAIN IS HEAVILY WOODED ON N AND
 QD1783'E SLOPES.  FROM PRINEVILLE PROCEED NW ALONG WARM SPRINGS HIGHWAY
 QD1783'(MADRAS ROAD) 16 MILES, TAKE ROAD TO E, GO 2 MILES TO FORK, TAKE
 QD1783'ROAD BEARING S TO RANCHHOUSE, FROM WHICH LOGGING ROAD FOLLOWS UP
 QD1783'SIDE OF RIDGE TO SMALL LAKE.  FROM LAKE IT IS ABOUT 1 MILE CLIMB
 QD1783'UP RIDGE TO SUMMIT.  SUMMIT MAY ALSO BE REACHED BY GOING N FROM
 QD1783'PRINEVILLE ON GRIZZLY ROAD 11.1 MILES TO GATE IN W FENCE,
 QD1783'THENCE ALONG OLD LOGGING ROAD 2.7 MILES INTO CANYON, WHICH IS
 QD1783'END OF TRUCK TRAVEL.  APPROXIMATELY 50 MINUTES CLIMB TO W TO
 QD1783'SUMMIT.  STATION IS MARKED BY DISK STAMPED GRIZZLY 1932 IN
 QD1783'BEDROCK.  REFERENCE MARK NO.1, DISK IN BEDROCK, IS 16.550 METERS
 QD1783'(54.30 FEET) S OF STATION S O DEG 13 MIN W.
 QD1783'REFERENCE MARK NO.2, DISK IN BEDROCK, IS 12.480 METERS (40.94
 QD1783'FEET) NW N 46 DEG 17 MIN W.  IN 1938 OREGON
 QD1783'STATE HIGHWAY DEPARTMENT ESTABLISHED STATION GRIZZLY 2
 QD1783'(O.S.H.D.) 119.070 METERS (390.65 FEET) SW OF STATION GRIZZLY
 QD1783'S 28 DEG 11 MIN W.
 QD1783
 QD1783                          STATION RECOVERY (1945)
 QD1783
 QD1783'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1945
 QD1783'RECOVERED AS DESCRIBED BY NGS.  RMS NOT OBSERVED.
 QD1783
 QD1783                          STATION RECOVERY (1958)
 QD1783
 QD1783'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 QD1783'RECOVERED AS DESCRIBED BY NGS.  ALL MARKS IN GOOD CONDITION.
 QD1783'THERE IS NOW A RD. TO THIS STATION AS THERE IS A TV RELAY AND
 QD1783'MICROWAVE STATION ON THIS TOP.  RMS NOT OBSERVED.
 QD1783'
 QD1783'REACHED BY HELICOPTER.
 QD1783
 QD1783                          STATION RECOVERY (1964)
 QD1783
 QD1783'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1964
 QD1783'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  A NEW
 QD1783'DESCRIPTION IS AS FOLLOWS--TO REACH FROM THE JUNCTION OF
 QD1783'U.S. HIGHWAY 97, AND 26, 2 MILES SOUTH OF MADRAS, GO SOUTHEAST
 QD1783'ON HIGHWAY 26 FOR 17.4 MILES TO A SIDE ROAD LEFT.  TURN LEFT ON
 QD1783'DIRT ROAD AND GO UP GRADE 2.1 MILES TO A GATE (IF LOCKED, KEY MAY
 QD1783'BE OBTAINED FROM THE BUREAU OF LAND MANAGEMENT).  CONTINUE UP
 QD1783'GRADE TO TOP OF HILL AND STATION.  THE STATION IS 12 FEET NORTH
 QD1783'OF A CONCRETE BLOCK BUILDING.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ1072 ***********************************************************************
 NZ1072  DESIGNATION -  GRIZZLY
 NZ1072  PID         -  NZ1072
 NZ1072  STATE/COUNTY-  OR/JACKSON
 NZ1072  USGS QUAD   -  RIO CANYON (1988)
 NZ1072
 NZ1072                         *CURRENT SURVEY CONTROL
 NZ1072  ___________________________________________________________________
 NZ1072* NAD 83(1991)-  42 15 37.18008(N)    122 37 40.48131(W)     ADJUSTED  
 NZ1072* NAVD 88     -      1753.0    (meters)    5751.     (feet)  VERTCON   
 NZ1072  ___________________________________________________________________
 NZ1072  LAPLACE CORR-           6.58  (seconds)                    DEFLEC99
 NZ1072  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 NZ1072  HORZ ORDER  -  SECOND
 NZ1072
 NZ1072.The horizontal coordinates were established by classical geodetic methods
 NZ1072.and adjusted by the National Geodetic Survey in October 1991.
 NZ1072
 NZ1072.The NAVD 88 height was computed by applying the VERTCON shift value to
 NZ1072.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NZ1072
 NZ1072.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ1072
 NZ1072.The geoid height was determined by GEOID03.
 NZ1072
 NZ1072;                    North         East     Units Scale Factor Converg.
 NZ1072;SPC OR S     -    68,177.775 1,324,436.840   MT  1.00001918   -1 27 20.9
 NZ1072;SPC OR S     -   223,680.36  4,345,265.22   iFT  1.00001918   -1 27 20.9
 NZ1072;UTM  10      - 4,678,747.796   530,689.588   MT  0.99961159   +0 15 00.8
 NZ1072
 NZ1072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NZ1072!SPC OR S     -   0.99972884  x   1.00001918  =   0.99974802
 NZ1072!UTM  10      -   0.99972884  x   0.99961159  =   0.99934054
 NZ1072
 NZ1072:                Primary Azimuth Mark                     Grid Az
 NZ1072:SPC OR S     -  GRIZZLY AZ MK                            156 31 55.3
 NZ1072:UTM  10      -  GRIZZLY AZ MK                            154 49 33.6
 NZ1072
 NZ1072|---------------------------------------------------------------------|
 NZ1072| PID    Reference Object                     Distance      Geod. Az  |
 NZ1072|                                                           dddmmss.s |
 NZ1072| CD8606 GRIZZLY AZ MK                                      1550434.4 |
 NZ1072| CD8607 GRIZZLY RM 1                          5.368 METERS 23003     |
 NZ1072| CD8608 GRIZZLY RM 2                          6.979 METERS 27914     |
 NZ1072|---------------------------------------------------------------------|
 NZ1072
 NZ1072                          SUPERSEDED SURVEY CONTROL
 NZ1072
 NZ1072  NAD 83(1986)-  42 15 37.16817(N)    122 37 40.49320(W) AD(       ) 2
 NZ1072  NAD 27      -  42 15 37.68680(N)    122 37 36.37660(W) AD(       ) 2
 NZ1072  NGVD 29 (07/19/86) 1751.9    (m)         5748.     (f) VERT ANG    3  
 NZ1072
 NZ1072.Superseded values are not recommended for survey control.
 NZ1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ1072.See file dsdata.txt to determine how the superseded data were derived.
 NZ1072
 NZ1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM3069078748(NAD 83)
 NZ1072_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NZ1072_SETTING: 80 = SET IN A BOULDER
 NZ1072_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 NZ1072
 NZ1072  HISTORY     - Date     Condition        Report By
 NZ1072  HISTORY     - 1952     MONUMENTED       CGS
 NZ1072
 NZ1072                          STATION DESCRIPTION
 NZ1072
 NZ1072'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 NZ1072'THE STATION IS LOCATED NEAR THE SOUTH END OF GRIZZLY PEAK, ABOUT
 NZ1072'9 MILES AIRLINE EAST OF TALENT, ABOUT 13 MILES AIRLINE
 NZ1072'EAST-SOUTHEAST OF MEDFORD, AND ABOUT 6 MILES AIRLINE NORTHEAST
 NZ1072'OF ASHLAND.
 NZ1072'
 NZ1072'TO REACH THE STATION FROM THE POST OFFICE IN ASHLAND GO
 NZ1072'SOUTHEAST ON U.S. HIGHWAY 99 FOR 1.5 MILES TO A SIDE ROAD ON THE
 NZ1072'LEFT.  TURN LEFT ONTO STATE HIGHWAY 66 AND GO 2.0 MILES TO A SIDE
 NZ1072'ROAD ON THE LEFT.  TURN LEFT AS PER SIGN, DEAD INDIAN RD AND GO
 NZ1072'4.4 MILES TO A SHARP RIGHT TURN AND SOME OLD BUILDINGS ON THE
 NZ1072'LEFT.  PACK NORTHWEST AND NORTH ABOUT 4 HOURS TO THE HIGHEST
 NZ1072'POINT AND THE STATION.
 NZ1072'
 NZ1072'THE STATION MARK IS A STANDARD DISK STAMPED, GRIZZLY 1952
 NZ1072'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 10 INCHES
 NZ1072'ABOVE THE GROUND.  IT IS ABOUT 200 YARDS SOUTH OF AND ABOUT 50
 NZ1072'FEET LOWER THAN THE HIGHEST POINT OF THE MOUNTAIN.
 NZ1072'
 NZ1072'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED, GRIZZLY NO 1
 NZ1072'1952 CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 2-1/2
 NZ1072'FEET ABOVE THE GROUND AND IS 1 FOOT LOWER THAN THE STATION.
 NZ1072'
 NZ1072'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED, GRIZZLY NO 2
 NZ1072'1952 CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS
 NZ1072'3 INCHES ABOVE THE GROUND.  IT IS 5 FEET LOWER THAN THE STATION.
 NZ1072'
 NZ1072'THE AZIMUTH MARK IS LOCATED ON THE SOUTHWEST SIDE OF A PAVED ROAD
 NZ1072'AND IS A STANDARD DISK STAMPED GRIZZLY 1952 CEMENTED IN A DRILL
 NZ1072'HOLE IN A LARGE BOULDER THAT PROJECTS 3 FEET ABOVE THE GROUND.  IT
 NZ1072'IS 75 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD AND 30 FEET
 NZ1072'EAST OF A FENCE LINE.  TO REACH THE AZIMUTH MARK FROM THE SHARP
 NZ1072'RIGHT TURN AND THE OLD BUILDINGS MENTIONED ABOVE, GO SOUTH ON
 NZ1072'THE PAVED ROAD FOR 0.2 MILE TO A LEFT TURN AND THE AZIMUTH MARK
 NZ1072'ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1022 ***********************************************************************
 OA1022  DESIGNATION -  GRIZZLY
 OA1022  PID         -  OA1022
 OA1022  STATE/COUNTY-  OR/CURRY
 OA1022  USGS QUAD   -  SIGNAL BUTTES (1986)
 OA1022
 OA1022                         *CURRENT SURVEY CONTROL
 OA1022  ___________________________________________________________________
 OA1022* NAD 83(1991)-  42 23 49.96436(N)    124 21 54.98861(W)     ADJUSTED  
 OA1022* NAVD 88     -       711.6    (meters)    2335.     (feet)  VERTCON   
 OA1022  ___________________________________________________________________
 OA1022  LAPLACE CORR-          14.39  (seconds)                    DEFLEC99
 OA1022  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 OA1022  HORZ ORDER  -  SECOND
 OA1022
 OA1022.The horizontal coordinates were established by classical geodetic methods
 OA1022.and adjusted by the National Geodetic Survey in October 1991.
 OA1022
 OA1022.The NAVD 88 height was computed by applying the VERTCON shift value to
 OA1022.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OA1022
 OA1022.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1022
 OA1022.The geoid height was determined by GEOID03.
 OA1022
 OA1022;                    North         East     Units Scale Factor Converg.
 OA1022;SPC OR S     -    88,494.969 1,181,876.265   MT  0.99998453   -2 38 39.9
 OA1022;SPC OR S     -   290,337.82  3,877,546.80   iFT  0.99998453   -2 38 39.9
 OA1022;UTM  10      - 4,694,782.539   387,636.125   MT  0.99975534   -0 55 14.4
 OA1022
 OA1022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1022!SPC OR S     -   0.99989268  x   0.99998453  =   0.99987721
 OA1022!UTM  10      -   0.99989268  x   0.99975534  =   0.99964805
 OA1022
 OA1022:                Primary Azimuth Mark                     Grid Az
 OA1022:SPC OR S     -  SECOND PRAIRIE                           039 14 30.9
 OA1022:UTM  10      -  SECOND PRAIRIE                           037 31 05.4
 OA1022
 OA1022|---------------------------------------------------------------------|
 OA1022| PID    Reference Object                     Distance      Geod. Az  |
 OA1022|                                                           dddmmss.s |
 OA1022| OA0890 SECOND PRAIRIE                      APPROX.23.6 KM 0363551.0 |
 OA1022| OA1023 STACK                               APPROX. 6.9 KM 0720744.2 |
 OA1022| OA1024 PYRAMID ROCK LOOKOUT TOWER          APPROX. 7.7 KM 1155006.9 |
 OA1022| CD8605 GRIZZLY RM S                         14.380 METERS 16642     |
 OA1022| CD8604 GRIZZLY RM 1                         17.881 METERS 31048     |
 OA1022| OA0904 SISTER ROCK                         APPROX.22.2 KM 3510532.4 |
 OA1022|---------------------------------------------------------------------|
 OA1022
 OA1022                          SUPERSEDED SURVEY CONTROL
 OA1022
 OA1022  NAD 83(1986)-  42 23 49.94177(N)    124 21 55.00420(W) AD(       ) 2
 OA1022  NAD 27      -  42 23 50.55800(N)    124 21 50.65500(W) AD(       ) 2
 OA1022  NGVD 29 (07/19/86)  710.5    (m)         2331.     (f) VERT ANG    3  
 OA1022
 OA1022.Superseded values are not recommended for survey control.
 OA1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1022.See file dsdata.txt to determine how the superseded data were derived.
 OA1022
 OA1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCM8763694783(NAD 83)
 OA1022
 OA1022  HISTORY     - Date     Condition        Report By
 OA1022  HISTORY     - 1907     MONUMENTED       CGS
 OA1022  HISTORY     - 1924     SEE DESCRIPTION  CGS
 OA1022  HISTORY     - 1935     SEE DESCRIPTION  ORGS
 OA1022  HISTORY     - 1967     SEE DESCRIPTION  CGS
 OA1022  HISTORY     - 19861117 POOR             BLM
 OA1022
 OA1022                          STATION DESCRIPTION
 OA1022
 OA1022'DESCRIBED BY COAST AND GEODETIC SURVEY 1924
 OA1022'ON A BUSHY SUMMIT OF GRIZZLY MOUNTAIN, ABOUT 3 MILES SE OF GOLD
 OA1022'BEACH AND 2 MILES BY PACK TRAIN FROM JESS TURNERS RANCH.  THE
 OA1022'MOUNTAIN HAS 2 PEAKS ABOUT 90 METERS APART AND THE STATION IS ON
 OA1022'THE HIGHEST POINT OF THE NORTHERN PEAK.
 OA1022'
 OA1022'THE STATION IS MARKED AT THE SURFACE BY A BRONZE DISK SET IN A
 OA1022'DRILL HOLE IN A BOULDER, AND UNDERGROUND BY A DRILL HOLE IN A
 OA1022'BOULDER 1 FOOT BELOW THE SURFACE.
 OA1022'
 OA1022'REFERENCE MARK, CONSISTING OF A DRILL HOLE IN A FLAT ROCK, IS IN
 OA1022'THE RIDGE S OF THE STATION, 14.38 METERS (47.2 FEET) DISTANT IN
 OA1022'AZIMUTH 346 DEG 42 MIN.  ANOTHER REFERENCE MARK, A BRONZE DISK
 OA1022'WEDGED IN A DRILL HOLE IN OUTCROPPING BEDROCK, IS 17.89 METERS
 OA1022'(58.7 FEET) FROM THE STATION IN AZIMUTH 130 DEG 48 MIN.
 OA1022
 OA1022                          STATION RECOVERY (1935)
 OA1022
 OA1022'RECOVERY NOTE BY OREGON GEODETIC SURVEY 1935
 OA1022'STATION RECOVERED AS DESCRIBED.
 OA1022'
 OA1022'STATION MARK AND REFERENCE MARK FOUND IN GOOD CONDITION.  NO TRACE
 OA1022'COULD BE FOUND OF DRILL HOLE IN ROCK S OF THE STATION.
 OA1022
 OA1022                          STATION RECOVERY (1967)
 OA1022
 OA1022'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 OA1022'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  THE REFERENCE
 OA1022'MARKS WERE SEARCHED FOR BUT NOT RECOVERED.  THIS PARTY DID NOT
 OA1022'GAIN ENTRANCE TO THE FENCED ENCLOSURE, AS A RESULT THE SEARCH FOR
 OA1022'THE REFERENCE MARKS WAS LIMITED.  ROADS AND LANDMARKS HAVE
 OA1022'CHANGED.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 OA1022'
 OA1022'THE STATION IS ON THE SUMMIT OF GRIZZLY MOUNTAIN, IN A FENCED
 OA1022'ENCLOSURE WHICH ENCLOSES A TELEPHONE INSTALLATION.  A NUMBER OF
 OA1022'INSTALLATIONS OCCUPY THE SAME SUMMIT.  BEFORE ATTEMPTING TO USE
 OA1022'THE STATION PROCURE THE KEY FROM THE STATE FORESTRY DEPT. AT GOLD
 OA1022'BEACH FOR THE LOCKED GATE, THEN PROCURE THE KEY FROM THE
 OA1022'TELEPHONE COMPANY AT GOLD BEACH FOR THE FENCED ENCLOSURE.
 OA1022'
 OA1022'TO REACH THE STATION FROM THE CURRY COUNTY COURT HOUSE GO SOUTH
 OA1022'ON U.S. HIGHWAY 101 FOR 0.3 MILE TO 3RD STREET, TURN LEFT AND GO
 OA1022'EAST ON 3RD STREET AND THE GRAVELED ROAD FOR 1.9 MILES TO A FORK,
 OA1022'TAKE RIGHT FORK AND GO SOUTH AND SOUTHEAST, PASSING THE RIFLE
 OA1022'RANGE ON THE RIGHT, FOR 1.5 MILES TO A FORK, TAKE THE LEFT FORK
 OA1022'FOR 0.3 MILE TO A FORK, TAKE THE RIGHT FORK AND CONTINUE SOUTHEAST
 OA1022'FOR 1.0 MILE TO THE LOCKED GATE, PASS THROUGH THE GATE AND GO
 OA1022'EAST ON THE STEEP WINDING ROAD FOR 0.8 MILE TO THE SUMMIT AND
 OA1022'THE STATION INSIDE OF THE CYCLONE FENCE.
 OA1022'
 OA1022'THE STATION MARK IS AN OLD STYLE UNSTAMPED DISK THAT IS CEMENTED
 OA1022'IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS 2 INCHES.  IT
 OA1022'IS 28 FEET NORTH OF THE SOUTHEAST CORNER OF THE FENCE, 18 FEET
 OA1022'SOUTH OF THE NORTHEAST CORNER OF THE FENCE AND 3 FEET WEST OF A
 OA1022'WITNESS SIGN THAT WAS WIRED ONTO THE FENCE.
 OA1022'
 OA1022'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OA1022'3-1/2 MILES SOUTHEAST OF GOLD BEACH.
 OA1022
 OA1022                          STATION RECOVERY (1986)
 OA1022
 OA1022'RECOVERY NOTE BY BUREAU OF LAND MANAGEMENT 1986 (MC)
 OA1022'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA1396 ***********************************************************************
 RA1396  DESIGNATION -  GRIZZLY
 RA1396  PID         -  RA1396
 RA1396  STATE/COUNTY-  OR/WALLOWA
 RA1396  USGS QUAD   -  IMNAHA (1990)
 RA1396
 RA1396                         *CURRENT SURVEY CONTROL
 RA1396  ___________________________________________________________________
 RA1396* NAD 83(1991)-  45 36 17.38447(N)    116 48 05.13650(W)     ADJUSTED  
 RA1396* NAVD 88     -      1557.2    (meters)    5109.     (feet)  VERTCON   
 RA1396  ___________________________________________________________________
 RA1396  LAPLACE CORR-           5.81  (seconds)                    DEFLEC99
 RA1396  GEOID HEIGHT-         -16.00  (meters)                     GEOID03
 RA1396  HORZ ORDER  -  FIRST
 RA1396
 RA1396.The horizontal coordinates were established by classical geodetic methods
 RA1396.and adjusted by the National Geodetic Survey in October 1991.
 RA1396
 RA1396.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1396.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1396
 RA1396.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1396
 RA1396.The geoid height was determined by GEOID03.
 RA1396
 RA1396;                    North         East     Units Scale Factor Converg.
 RA1396;SPC OR N     -   221,977.207 2,788,413.573   MT  0.99992353   +2 37 22.7
 RA1396;SPC OR N     -   728,271.68  9,148,338.49   iFT  0.99992353   +2 37 22.7
 RA1396;UTM  11      - 5,050,161.984   515,485.073   MT  0.99960295   +0 08 30.8
 RA1396
 RA1396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1396!SPC OR N     -   0.99975844  x   0.99992353  =   0.99968199
 RA1396!UTM  11      -   0.99975844  x   0.99960295  =   0.99936149
 RA1396
 RA1396|---------------------------------------------------------------------|
 RA1396| PID    Reference Object                     Distance      Geod. Az  |
 RA1396|                                                           dddmmss.s |
 RA1396| CH7456 GRIZZLY RM 1                         21.872 METERS 01645     |
 RA1396| CH7455 GRIZZLY AZ MK                                      1860304.6 |
 RA1396| CH7457 GRIZZLY RM 2                          9.121 METERS 31659     |
 RA1396|---------------------------------------------------------------------|
 RA1396
 RA1396                          SUPERSEDED SURVEY CONTROL
 RA1396
 RA1396  NAD 83(1986)-  45 36 17.38431(N)    116 48 05.13134(W) AD(       ) 1
 RA1396  NAD 27      -  45 36 17.82426(N)    116 48 01.58258(W) AD(       ) 1
 RA1396  NGVD 29 (07/19/86) 1556.0    (m)         5105.     (f) VERT ANG    3  
 RA1396
 RA1396.Superseded values are not recommended for survey control.
 RA1396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1396.See file dsdata.txt to determine how the superseded data were derived.
 RA1396
 RA1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL1548550162(NAD 83)
 RA1396_MARKER: Z = SEE DESCRIPTION
 RA1396_SETTING: 0 = UNSPECIFIED SETTING
 RA1396
 RA1396  HISTORY     - Date     Condition        Report By
 RA1396  HISTORY     - 1945     MONUMENTED       CGS
 RA1396
 RA1396                          STATION DESCRIPTION
 RA1396
 RA1396'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JTJ)
 RA1396'THE STATION IS LOCATED TOWARDS THE N END OF GRIZZLY RIDGE AND ON
 RA1396'ONE OF THE HIGHER BENCHES, ABOUT 4-1/2 MILES AIRLINE NNE OF IMNAHA,
 RA1396'2 MILES E OF THE IMNAHA RIVER, AT THE HEADWATERS OF CROOKED CANYON
 RA1396'AND BASIN CREEKS, AND ABOUT 5 MILES N OF ASPEN SPRINGS.  IT IS 0.2
 RA1396'MILE N OF A 1-ROOM BUNKHOUSE.
 RA1396'
 RA1396'STATION MARK IS A BRONZE STATION DISK IN OUTCROPPING BEDROCK
 RA1396'STAMPED GRIZZLY 1945 AND IS 5 INCHES BELOW THE SURFACE OF THE
 RA1396'GROUND.
 RA1396'
 RA1396'REFERENCE MARK 1 IS 71.79 FEET N OF THE STATION (SLOPE
 RA1396'DISTANCE).  IT IS A BRONZE REFERENCE DISK IN OUTCROPPING BEDROCK
 RA1396'STAMPED GRIZZLY NO 1 1945 AND PROJECTS 6 INCHES.
 RA1396'
 RA1396'REFERENCE MARK 2 IS 29.93 FEET NW OF THE STATION (SLOPE
 RA1396'DISTANCE).  IT IS A BRONZE REFERENCE DISK IN OUTCROPPING BEDROCK
 RA1396'STAMPED GRIZZLY NO 2 1945 AND PROJECTS 8 INCHES.
 RA1396'
 RA1396'THE AZIMUTH MARK IS APPROXIMATELY 0.2 MILE S OF THE STATION, ABOUT
 RA1396'0.1 MILE SW OF THE BUNKHOUSE, AND 4 FEET N OF A CAIRN.  IT IS A
 RA1396'BRONZE AZIMUTH DISK IN OUTCROPPING BEDROCK STAMPED GRIZZLY 1945
 RA1396'AND PROJECTS 8 INCHES.
 RA1396'
 RA1396'TO REACH THE STATION FROM IMNAHA, TAKE THE HAT POINT ROAD UP A
 RA1396'STEEP GRADE FOR 7.4 MILES TO A FORKS IN THE ROAD AND A SIGN CAYUSE
 RA1396'FLATS, TURN LEFT AND GO 1.4 MILES TO A FIREBREAK TURN LEFT ON THE
 RA1396'FIREBREAK AND GO 1.6 MILES TO THE END OF TRUCK TRAVEL.  FROM THIS
 RA1396'POINT PROCEED ON FOOT ON A WELL DEFINED TRAIL FOR 7 MINUTES TO A
 RA1396'FENCE CORNER, BEAR LEFT AND FOLLOW TRAIL FOR APPROXIMATELY ONE
 RA1396'HOUR AND TWENTY MINUTES TO THE BUNKHOUSE.  CONTINUE ON THE
 RA1396'TRAIL FOR TEN MINUTES TO THE TOP OF THE HILL AND THE STATION AS
 RA1396'DESCRIBED.
 RA1396'
 RA1396'HEIGHT OF LIGHT ABOVE STATION MARK 0 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1785 ***********************************************************************
 QD1785  DESIGNATION -  GRIZZLY 2
 QD1785  PID         -  QD1785
 QD1785  STATE/COUNTY-  OR/CROOK
 QD1785  USGS QUAD   -  GRIZZLY MTN (1992)
 QD1785
 QD1785                         *CURRENT SURVEY CONTROL
 QD1785  ___________________________________________________________________
 QD1785* NAD 83(1991)-  44 26 13.43234(N)    120 57 19.29640(W)     ADJUSTED  
 QD1785* NAVD 88     -      1708.     (meters)    5604.     (feet)  SCALED    
 QD1785  ___________________________________________________________________
 QD1785  LAPLACE CORR-           5.84  (seconds)                    DEFLEC99
 QD1785  GEOID HEIGHT-         -20.56  (meters)                     GEOID03
 QD1785  HORZ ORDER  -  THIRD
 QD1785
 QD1785.The horizontal coordinates were established by classical geodetic methods
 QD1785.and adjusted by the National Geodetic Survey in October 1991.
 QD1785
 QD1785.The orthometric height was scaled from a topographic map.
 QD1785
 QD1785.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1785
 QD1785.The geoid height was determined by GEOID03.
 QD1785
 QD1785;                    North         East     Units Scale Factor Converg.
 QD1785;SPC OR S     -   307,870.518 1,463,741.557   MT  1.00014057   -0 18 41.5
 QD1785;SPC OR S     - 1,010,073.88  4,802,301.70   iFT  1.00014057   -0 18 41.5
 QD1785;UTM  10      - 4,922,451.672   662,719.759   MT  0.99992563   +1 25 54.5
 QD1785
 QD1785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1785!SPC OR S     -   0.99973546  x   1.00014057  =   0.99987599
 QD1785!UTM  10      -   0.99973546  x   0.99992563  =   0.99966111
 QD1785
 QD1785                          SUPERSEDED SURVEY CONTROL
 QD1785
 QD1785  NAD 83(1986)-  44 26 13.44666(N)    120 57 19.28837(W) AD(       ) 3
 QD1785  NAD 27      -  44 26 13.99600(N)    120 57 15.17900(W) AD(       ) 3
 QD1785
 QD1785.Superseded values are not recommended for survey control.
 QD1785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1785.See file dsdata.txt to determine how the superseded data were derived.
 QD1785
 QD1785_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ6272022452(NAD 83)
 QD1785_MARKER: DD = SURVEY DISK
 QD1785_SETTING: 80 = SET IN A BOULDER
 QD1785_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 QD1785_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD1785
 QD1785  HISTORY     - Date     Condition        Report By
 QD1785  HISTORY     - 1939     MONUMENTED       ORDT
 QD1785  HISTORY     - 1958     GOOD             USGS
 QD1785
 QD1785                          STATION DESCRIPTION
 QD1785
 QD1785'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1939 (LAM)
 QD1785'STATION IS ON THE HIGHEST PART OF GRIZZLY MOUNTAIN, WELL-KNOWN
 QD1785'LANDMARK NW OF PRINEVILLE.  MOUNTAIN IS HEAVILY WOODED ON N AND
 QD1785'E SLOPE.  FROM PRINEVILLE GO NW ALONG WARM SPRINGS HIGHWAY
 QD1785'(MADRAS ROAD) 16 MILES (17 MILES SE OF MADRAS), TAKE ROAD TO E,
 QD1785'GO 2 MILES TO FORK, TAKE ROAD BEARING S TO RANCHHOUSE, FROM
 QD1785'WHICH LOGGING ROAD FOLLOWS UP SIDE OF RIDGE TO SMALL LAKE.  FROM
 QD1785'LAKE IT IS ABOUT 1 MILE CLIMB UP RIDGE TO SUMMIT.  SUMMIT MAY
 QD1785'ALSO BE REACHED BY GOING N FROM PRINEVILLE ON GRIZZLY ROAD
 QD1785'11.1 MILES TO GATE IN W FENCE, THENCE ALONG OLD LOGGING ROAD
 QD1785'2.7 MILES INTO CANYON WHICH IS END OF TRUCK TRAVEL.
 QD1785'APPROXIMATELY 50 MINUTES CLIMB TO W TO SUMMIT.  STATION GRIZZLY,
 QD1785'DISK IN BEDROCK, IS AT SUMMIT.  STATION GRIZZLY 2 (O.S.H.D.),
 QD1785'MARKED BY DISK STAMPED GRIZZLY 2 1938 IN LARGE ROCK, IS
 QD1785'119.070 METERS (390.65 FEET) SW OF STATION GRIZZLY S 28 DEG 11 MIN W.
 QD1785
 QD1785                          STATION RECOVERY (1958)
 QD1785
 QD1785'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 QD1785'RECOVERED AS DESCRIBED BY CGS.  ALL MARKS IN GOOD CONDITION.
 QD1785'
 QD1785'REACHED BY HELICOPTER.  STATION IS 35 FT. LOWER THAN HIGHEST PART
 QD1785'OF TOP.  THERE IS NOW A RD. TO THIS STATION AS THERE IS A TV
 QD1785'RELAY AND MICROWAVE STATION ON THIS TOP.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1021 ***********************************************************************
 OA1021  DESIGNATION -  GRIZZLY MOUNTAIN LOOKOUT TOWER
 OA1021  PID         -  OA1021
 OA1021  STATE/COUNTY-  OR/CURRY
 OA1021  USGS QUAD   -  SIGNAL BUTTES (1986)
 OA1021
 OA1021                         *CURRENT SURVEY CONTROL
 OA1021  ___________________________________________________________________
 OA1021* NAD 83(1991)-  42 23 50.09645(N)    124 21 55.12676(W)     ADJUSTED  
 OA1021* NAVD 88     -              **(meters)            **(feet)            
 OA1021  ___________________________________________________________________
 OA1021  LAPLACE CORR-          14.39  (seconds)                    DEFLEC99
 OA1021  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 OA1021  HORZ ORDER  -  THIRD
 OA1021
 OA1021.The horizontal coordinates were established by classical geodetic methods
 OA1021.and adjusted by the National Geodetic Survey in October 1991.
 OA1021
 OA1021
 OA1021.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1021
 OA1021.The geoid height was determined by GEOID03.
 OA1021
 OA1021;                    North         East     Units Scale Factor Converg.
 OA1021;SPC OR S     -    88,499.186 1,181,873.297   MT  0.99998452   -2 38 40.0
 OA1021;SPC OR S     -   290,351.66  3,877,537.06   iFT  0.99998452   -2 38 40.0
 OA1021;UTM  10      - 4,694,786.664   387,633.032   MT  0.99975535   -0 55 14.5
 OA1021
 OA1021                          SUPERSEDED SURVEY CONTROL
 OA1021
 OA1021  NAD 83(1986)-  42 23 50.07350(N)    124 21 55.14432(W) AD(       ) 4
 OA1021  NAD 27      -  42 23 50.69000(N)    124 21 50.78700(W) AD(       ) 3
 OA1021
 OA1021.Superseded values are not recommended for survey control.
 OA1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1021.See file dsdata.txt to determine how the superseded data were derived.
 OA1021
 OA1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCM8763394787(NAD 83)
 OA1021
 OA1021  HISTORY     - Date     Condition        Report By
 OA1021  HISTORY     - 1942     MONUMENTED       CGS
 OA1021
 OA1021                          STATION DESCRIPTION
 OA1021
 OA1021'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (EHB)
 OA1021'THIS INTERSECTION STATION IS THE U.S. FOREST SERVICE GRIZZLY
 OA1021'MOUNTAIN LOOKOUT TOWER WHICH IS ABOUT 4 MILES ESE OF GOLD
 OA1021'BEACH ON THE TOP OF A MOUNTAIN WHICH OVERLOOKS THE OCEAN TO
 OA1021'THE W.  THERE ARE HIGHER MOUNTAINS TO THE E.  THE BUILDING IS A
 OA1021'14- BY 14-FOOT WOODEN STRUCTURE SUPPORTED BY FOUR LEGS AND ABOUT
 OA1021'40 FEET HIGH.
 OA1021'
 OA1021'THE APEX WAS USED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1856 ***********************************************************************
 QD1856  DESIGNATION -  GRIZZLY PEAK LOH
 QD1856  PID         -  QD1856
 QD1856  STATE/COUNTY-  OR/LINN
 QD1856  USGS QUAD   -  MT JEFFERSON (1988)
 QD1856
 QD1856                         *CURRENT SURVEY CONTROL
 QD1856  ___________________________________________________________________
 QD1856* NAD 83(1991)-  44 38 37.59825(N)    121 51 11.90712(W)     ADJUSTED  
 QD1856* NAVD 88     -      1771.1    (meters)    5811.     (feet)  VERTCON   
 QD1856  ___________________________________________________________________
 QD1856  LAPLACE CORR-          12.91  (seconds)                    DEFLEC99
 QD1856  GEOID HEIGHT-         -21.12  (meters)                     GEOID03
 QD1856  HORZ ORDER  -  THIRD
 QD1856
 QD1856.The horizontal coordinates were established by classical geodetic methods
 QD1856.and adjusted by the National Geodetic Survey in October 1991.
 QD1856
 QD1856.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD1856.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD1856
 QD1856.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD1856
 QD1856.The geoid height was determined by GEOID03.
 QD1856
 QD1856;                    North         East     Units Scale Factor Converg.
 QD1856;SPC OR N     -   109,477.715 2,392,648.747   MT  0.99993628   -0 57 35.1
 QD1856;SPC OR N     -   359,178.85  7,849,897.46   iFT  0.99993628   -0 57 35.1
 QD1856;UTM  10      - 4,944,019.287   590,935.240   MT  0.99970169   +0 48 21.0
 QD1856
 QD1856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD1856!SPC OR N     -   0.99972568  x   0.99993628  =   0.99966198
 QD1856!UTM  10      -   0.99972568  x   0.99970169  =   0.99942746
 QD1856
 QD1856                          SUPERSEDED SURVEY CONTROL
 QD1856
 QD1856  NAD 83(1986)-  44 38 37.62346(N)    121 51 11.91002(W) AD(       ) 3
 QD1856  NGVD 29 (04/26/90) 1769.9    (m)         5807.     (f) VERT ANG    3  
 QD1856
 QD1856.Superseded values are not recommended for survey control.
 QD1856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1856.See file dsdata.txt to determine how the superseded data were derived.
 QD1856
 QD1856_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ9093544019(NAD 83)
 QD1856_MARKER: 73 = LOOKOUT HOUSE
 QD1856
 QD1856  HISTORY     - Date     Condition        Report By
 QD1856  HISTORY     - 1958     FIRST OBSERVED   USGS
 QD1856
 QD1856                          STATION DESCRIPTION
 QD1856
 QD1856'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 QD1856'NOT OCCUPIED.
 QD1856'
 QD1856'LOCATED ABOUT 19 MI ENE. OF DETROIT, 3.5 MI SW. OF MT. JEFFERSON.
 QD1856'ON NORTHWEST END OF SPUR RIDGE OFF LIZZARD RIDGE.
 QD1856'
 QD1856'STATION MARK--CENTER OF LOH.
 QD1856'
 QD1856'NOTE--LOH HAS SINCE BEEN REPORTED DESTROYED, YEAR UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1500 ***********************************************************************
 OA1500  DESIGNATION -  GROVE
 OA1500  PID         -  OA1500
 OA1500  STATE/COUNTY-  OR/COOS
 OA1500  USGS QUAD   -  EMPIRE (1970)
 OA1500
 OA1500                         *CURRENT SURVEY CONTROL
 OA1500  ___________________________________________________________________
 OA1500* NAD 83(1991)-  43 23 06.30646(N)    124 18 25.07830(W)     ADJUSTED  
 OA1500* NAVD 88     -        28.     (meters)      92.     (feet)  SCALED    
 OA1500  ___________________________________________________________________
 OA1500  LAPLACE CORR-          16.42  (seconds)                    DEFLEC99
 OA1500  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 OA1500  HORZ ORDER  -  THIRD
 OA1500
 OA1500.The horizontal coordinates were established by classical geodetic methods
 OA1500.and adjusted by the National Geodetic Survey in October 1991.
 OA1500
 OA1500.The orthometric height was scaled from a topographic map.
 OA1500
 OA1500.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1500
 OA1500.The geoid height was determined by GEOID03.
 OA1500
 OA1500;                    North         East     Units Scale Factor Converg.
 OA1500;SPC OR S     -   197,896.253 1,191,658.435   MT  0.99990173   -2 36 16.3
 OA1500;SPC OR S     -   649,265.92  3,909,640.53   iFT  0.99990173   -2 36 16.3
 OA1500;UTM  10      - 4,804,408.722   394,138.485   MT  0.99973785   -0 53 52.2
 OA1500
 OA1500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1500!SPC OR S     -   0.99999971  x   0.99990173  =   0.99990144
 OA1500!UTM  10      -   0.99999971  x   0.99973785  =   0.99973756
 OA1500
 OA1500:                Primary Azimuth Mark                     Grid Az
 OA1500:SPC OR S     -  PIGEON 2                                 179 07 30.3
 OA1500:UTM  10      -  PIGEON 2                                 177 25 06.2
 OA1500
 OA1500|---------------------------------------------------------------------|
 OA1500| PID    Reference Object                     Distance      Geod. Az  |
 OA1500|                                                           dddmmss.s |
 OA1500| OA1593 PIGEON 2                            APPROX. 2.7 KM 1763114.0 |
 OA1500|---------------------------------------------------------------------|
 OA1500
 OA1500                          SUPERSEDED SURVEY CONTROL
 OA1500
 OA1500  NAD 83(1986)-  43 23 06.30276(N)    124 18 25.12631(W) AD(       ) 3
 OA1500  NAD 27      -  43 23 06.90100(N)    124 18 20.69500(W) AD(       ) 3
 OA1500
 OA1500.Superseded values are not recommended for survey control.
 OA1500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1500.See file dsdata.txt to determine how the superseded data were derived.
 OA1500
 OA1500_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCP9413804409(NAD 83)
 OA1500
 OA1500  HISTORY     - Date     Condition        Report By
 OA1500  HISTORY     - 1889     MONUMENTED       CGS
 OA1500  HISTORY     - 1909     SEE DESCRIPTION  CGS
 OA1500  HISTORY     - 1945     SEE DESCRIPTION  CGS
 OA1500  HISTORY     - 1970     SEE DESCRIPTION  USGS
 OA1500
 OA1500                          STATION DESCRIPTION
 OA1500
 OA1500'DESCRIBED BY COAST AND GEODETIC SURVEY 1909
 OA1500'ON THE N SHORE OF THE BAY, ON THE SUMMIT OF HILL, AT THE E EDGE
 OA1500'OF THE FIRST GROVE OF TIMBER ABOVE THE ENTRANCE.
 OA1500'
 OA1500'STATION IS MARKED BY A DRILL HOLE IN A ROCK 2-1/2 FEET BELOW
 OA1500'THE SURFACE.  THERE IS A BLAZED FIR TREE MARKED WITH A COPPER
 OA1500'TACK SW 12.74 METERS, A TREE WITH A SIMILAR MARK NW 19.87 METERS,
 OA1500'AND A TREE WITH THE SAME MARK S 4.6 METERS.
 OA1500
 OA1500                          STATION RECOVERY (1945)
 OA1500
 OA1500'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (KGC)
 OA1500'STATION IS ON THE NE SHORE OF COOS BAY, ABOUT 1.5 MILES SW OF
 OA1500'EMPIRE, 0.4 MILE N OF THE U.S. COAST GUARD H.F.D.F. STATION, AND
 OA1500'ON THE NE END OF THE SUMMIT OF A LONG, NARROW, WOODED RIDGE.  THIS
 OA1500'IS THE FIRST WOODED RIDGE ON NORTH SPIT N OF COOS BAY
 OA1500'ENTRANCE.  ABOUT 200 FEET NE OF THE STATION IS A SMALL WOODED
 OA1500'KNOLL AND ABOUT 200 FEET NE OF THIS KNOLL IS A LARGER BUT LOWER
 OA1500'WOODED KNOLL.  THERE ARE NO OTHER TREES NE OF THESE KNOLLS FOR
 OA1500'ABOUT 1/2 MILE.  THE STATION IS ABOUT 600 FEET NW OF THE
 OA1500'HIGH-WATER LINE AND 75 FEET ABOVE THE HIGH-WATER LINE.
 OA1500'
 OA1500'THE OLD STATION MARK, A DRILL HOLE IN A ROCK, WAS FOUND AND
 OA1500'REPLACED BY THE MARKS DESCRIBED BELOW.
 OA1500'
 OA1500'STATION MARK IS A BRONZE STATION DISK SET IN CONCRETE AT THE
 OA1500'CENTER OF THE TOP OF A TILE WHICH IS EMBEDDED IN THE GROUND.  IT
 OA1500'PROJECTS 4 INCHES ABOVE THE GROUND.  DISK IS STAMPED GROVE 1889
 OA1500'1945.  UNDERGROUND MARK IS A BRONZE STATION DISK CEMENTED IN THE
 OA1500'TOP OF A 2-INCH IRON PIPE 7 FEET LONG AND 3-1/2 FEET BELOW THE
 OA1500'SURFACE AND IS STAMPED GROVE 1889 1945.
 OA1500'
 OA1500'REFERENCE MARK 4 IS A BRONZE REFERENCE DISK CEMENTED IN THE
 OA1500'TOP OF A 2-INCH IRON PIPE 7 FEET LONG.  IT IS W OF THE STATION,
 OA1500'PROJECTS 4 INCHES ABOVE THE SURFACE, AND IS STAMPED GROVE 1889
 OA1500'NO 4 1945.
 OA1500'
 OA1500'REFERENCE MARK 5 IS A BRONZE REFERENCE DISK CEMENTED IN THE TOP
 OA1500'OF A 2-INCH IRON PIPE 7 FEET LONG.  IT IS S OF THE STATION, PROJECTS
 OA1500'4 INCHES ABOVE THE SURFACE, AND IS STAMPED GROVE 1889 NO 5 1945.
 OA1500'
 OA1500'A COPPER TACK IN A DEAD 10-INCH FIR TREE 13 METERS SW OF THE
 OA1500'STATION AND A COPPER TACK IN A DEAD 24-INCH FIR TREE 20 METERS NW
 OA1500'OF THE STATION WERE FOUND.
 OA1500'
 OA1500'NO OTHER WITNESS MARKS WERE FOUND.
 OA1500'
 OA1500'NOTE--THIS STATION WAS NOT OCCUPIED.  THE DIRECTIONS TO THE
 OA1500'REFERENCE MARKS AND WITNESS MARKS WERE TAKEN WITH A SEXTANT.
 OA1500
 OA1500                          STATION RECOVERY (1970)
 OA1500
 OA1500'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 OA1500'STATION IS ON THE E SIDE OF THE NORTH SPIT (NOT NE SHORE OF COOS
 OA1500'BAY), ABOUT 2.8 MILES NE OF CHARLESTON, ABOUT 1.5 MILES SW OF
 OA1500'EMPIRE, ABOUT 0.3 MILE NNE OF A GROUP OF ABANDONED BUILDINGS
 OA1500'(FORMERLY OF U.S. COAST GUARD OWNERSHIP), ON THE NE EXTREMITY
 OA1500'OF A NE AND SW TIMBERED RIDGE, ABOUT 400 FEET NW OF COOS BAY
 OA1500'SHORELINE, AND 89.6 FEET ABOVE MEAN SEA LEVEL.  FROM THE
 OA1500'STATION, A HIGHEST TIMBERED KNOB OF THREE LIES 200 FEET NNE, A
 OA1500'SECOND LIES 500 FEET N., AND THE THIRD LIES 650 FEET N.
 OA1500'
 OA1500'ALL MARKS WERE FOUND AS DESCRIBED EXCEPT RM 4.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1758 ***********************************************************************
 SC1758  DESIGNATION -  GRUBER 1873
 SC1758  PID         -  SC1758
 SC1758  STATE/COUNTY-  OR/COLUMBIA
 SC1758  USGS QUAD   -  MARSHLAND (1985)
 SC1758
 SC1758                         *CURRENT SURVEY CONTROL
 SC1758  ___________________________________________________________________
 SC1758* NAD 83(1991)-  46 07 14.05650(N)    123 21 04.10253(W)     ADJUSTED  
 SC1758* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 SC1758  ___________________________________________________________________
 SC1758  LAPLACE CORR-           3.44  (seconds)                    DEFLEC99
 SC1758  GEOID HEIGHT-         -21.20  (meters)                     GEOID03
 SC1758  HORZ ORDER  -  THIRD
 SC1758
 SC1758.The horizontal coordinates were established by classical geodetic methods
 SC1758.and adjusted by the National Geodetic Survey in October 1991.
 SC1758
 SC1758.The orthometric height was scaled from a topographic map.
 SC1758
 SC1758.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1758
 SC1758.The geoid height was determined by GEOID03.
 SC1758
 SC1758;                    North         East     Units Scale Factor Converg.
 SC1758;SPC OR N     -   276,585.076 2,279,660.025   MT  1.00003290   -2 01 19.2
 SC1758;SPC OR N     -   907,431.35  7,479,199.56   iFT  1.00003290   -2 01 19.2
 SC1758;SPC WA S     -    91,483.604   279,681.141   MT  0.99994726   -2 04 15.8
 SC1758;SPC WA S     -   300,142.46    917,587.21   sFT  0.99994726   -2 04 15.8
 SC1758;UTM  10      - 5,107,503.851   472,869.574   MT  0.99960905   -0 15 11.2
 SC1758
 SC1758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1758!SPC OR N     -   1.00000254  x   1.00003290  =   1.00003544
 SC1758!SPC WA S     -   1.00000254  x   0.99994726  =   0.99994980
 SC1758!UTM  10      -   1.00000254  x   0.99960905  =   0.99961159
 SC1758
 SC1758                          SUPERSEDED SURVEY CONTROL
 SC1758
 SC1758  NAD 83(1986)-  46 07 14.07247(N)    123 21 04.09454(W) AD(       ) 3
 SC1758  NAD 27      -  46 07 14.67707(N)    123 20 59.64396(W) AD(       ) 3
 SC1758
 SC1758.Superseded values are not recommended for survey control.
 SC1758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1758.See file dsdata.txt to determine how the superseded data were derived.
 SC1758
 SC1758_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS7287007504(NAD 83)
 SC1758
 SC1758  HISTORY     - Date     Condition        Report By
 SC1758  HISTORY     - 1873     MONUMENTED       CGS
 SC1758
 SC1758                          STATION DESCRIPTION
 SC1758
 SC1758'DESCRIBED BY COAST AND GEODETIC SURVEY 1873 (CR)
 SC1758'ABOUT 80 METERS FROM THE BANK OF WESTPORT SLOUGH AT THE POINT WHERE
 SC1758'IT MAKES A RECTANGULAR BEND, IN A BENCH OF LAND 152 FEET ABOVE
 SC1758'TIDEWATER.  THE STATION IS MARKED ACCORDING TO NOTE 8,1 EXCEPT
 SC1758'THERE IS NO SURFACE MARK.  THREE STAKES BEAR NORTH, SOUTH, AND
 SC1758'EAST MAGNETIC, DISTANT 1.83 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0421 ***********************************************************************
 OA0421  DESIGNATION -  GUARD
 OA0421  PID         -  OA0421
 OA0421  STATE/COUNTY-  OR/COOS
 OA0421  USGS QUAD   -  BANDON (1970)
 OA0421
 OA0421                         *CURRENT SURVEY CONTROL
 OA0421  ___________________________________________________________________
 OA0421* NAD 83(1991)-  43 07 12.28840(N)    124 25 04.16602(W)     ADJUSTED  
 OA0421* NAVD 88     -        21.809  (meters)      71.55   (feet)  ADJUSTED  
 OA0421  ___________________________________________________________________
 OA0421  LAPLACE CORR-          13.04  (seconds)                    DEFLEC99
 OA0421  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 OA0421  DYNAMIC HT  -          21.805 (meters)      71.54  (feet)  COMP
 OA0421  MODELED GRAV-     980,444.2   (mgal)                       NAVD 88
 OA0421
 OA0421  HORZ ORDER  -  THIRD
 OA0421  VERT ORDER  -  FIRST     CLASS II
 OA0421
 OA0421.The horizontal coordinates were established by classical geodetic methods
 OA0421.and adjusted by the National Geodetic Survey in October 1991.
 OA0421
 OA0421.The orthometric height was determined by differential leveling
 OA0421.and adjusted in June 1991.
 OA0421
 OA0421.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA0421
 OA0421.The geoid height was determined by GEOID03.
 OA0421
 OA0421.The dynamic height is computed by dividing the NAVD 88
 OA0421.geopotential number by the normal gravity value computed on the
 OA0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0421.degrees latitude (g = 980.6199 gals.).
 OA0421
 OA0421.The modeled gravity was interpolated from observed gravity values.
 OA0421
 OA0421;                    North         East     Units Scale Factor Converg.
 OA0421;SPC OR S     -   168,904.162 1,181,309.417   MT  0.99989496   -2 40 49.3
 OA0421;SPC OR S     -   554,147.51  3,875,687.06   iFT  0.99989496   -2 40 49.3
 OA0421;UTM  10      - 4,775,125.186   384,660.017   MT  0.99976365   -0 58 09.2
 OA0421
 OA0421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA0421!SPC OR S     -   1.00000078  x   0.99989496  =   0.99989574
 OA0421!UTM  10      -   1.00000078  x   0.99976365  =   0.99976443
 OA0421
 OA0421:                Primary Azimuth Mark                     Grid Az
 OA0421:SPC OR S     -  BULLARD                                  033 38 54.8
 OA0421:UTM  10      -  BULLARD                                  031 56 14.7
 OA0421
 OA0421|---------------------------------------------------------------------|
 OA0421| PID    Reference Object                     Distance      Geod. Az  |
 OA0421|                                                           dddmmss.s |
 OA0421| OA1481 BULLARD                             APPROX. 3.2 KM 0305805.5 |
 OA0421| OA1478 PROSPER SCHOOL CUPOLA               APPROX. 3.8 KM 0510409.2 |
 OA0421| OA1469 BANDON MOORE MILL TANK              APPROX. 0.9 KM 0622415.2 |
 OA0421| OA1471 COQVILLE RIVER ORANGE TREE          APPROX. 2.3 KM 1274113.3 |
 OA0421| CE1548 GUARD RM 1                            8.597 METERS 17837     |
 OA0421| CE1549 GUARD RM 2                           27.010 METERS 27808     |
 OA0421|---------------------------------------------------------------------|
 OA0421
 OA0421                          SUPERSEDED SURVEY CONTROL
 OA0421
 OA0421  NAD 83(1986)-  43 07 12.27457(N)    124 25 04.21295(W) AD(       ) 3
 OA0421  NAD 27      -  43 07 12.88900(N)    124 24 59.79600(W) AD(       ) 3
 OA0421  NGVD 29 (??/??/92)   20.627  (m)           67.67   (f) ADJ UNCH    1 2
 OA0421
 OA0421.Superseded values are not recommended for survey control.
 OA0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0421.See file dsdata.txt to determine how the superseded data were derived.
 OA0421
 OA0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN8466075125(NAD 83)
 OA0421_MARKER: DD = SURVEY DISK
 OA0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA0421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OA0421_STAMPING: GUARD 67
 OA0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0421+STABILITY: SURFACE MOTION
 OA0421
 OA0421  HISTORY     - Date     Condition        Report By
 OA0421  HISTORY     - 1937     MONUMENTED       ORHD
 OA0421  HISTORY     - 1941     GOOD             NGS
 OA0421  HISTORY     - 1942     SEE DESCRIPTION  ORDT
 OA0421  HISTORY     - 1948     SEE DESCRIPTION  CGS
 OA0421  HISTORY     - 1972     SEE DESCRIPTION  NGS
 OA0421  HISTORY     - 1974     SEE DESCRIPTION  NGS
 OA0421  HISTORY     - 1988     MARK NOT FOUND   NGS
 OA0421
 OA0421                          STATION DESCRIPTION
 OA0421
 OA0421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 OA0421'IN BANDON.
 OA0421'AT BANDON, COOS COUNTY, AND IN THE NORTHEAST CORNER OF THE OLD COAST
 OA0421'GUARD STATION PROPERTY.  AN OREGON STATE HIGHWAY DEPARTMENT STANDARD
 OA0421'DISK, STAMPED GUARD 67 AND SET IN THE TOP OF A CONCRETE POST.
 OA0421
 OA0421                          STATION RECOVERY (1942)
 OA0421
 OA0421'RECOVERY NOTE BY OREGON DEPARTMENT OF TRANSPORTATION 1942
 OA0421'STATION IS LOCATED IN THE TOWN OF BANDON, S OF FIRST STREET
 OA0421'WEST, ON TOP OF BLUFF, OPPOSITE COAST GUARD STATION, 65 FEET E
 OA0421'OF E PROPERTY LINE OF OLD COAST GUARD STATION PROPERTY, 28 FEET
 OA0421'N AND 5.5 FEET W OF NW CORNER OF CONCRETE FOUNDATION OF OLD
 OA0421'AMERICAN LEGION HALL.
 OA0421'
 OA0421'STATION MARK IS A DISK, STAMPED GUARD 67 1937, SET IN A
 OA0421'CONCRETE POST.
 OA0421
 OA0421                          STATION RECOVERY (1948)
 OA0421
 OA0421'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RAE)
 OA0421'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY THE
 OA0421'O.S.H.D. IN 1937.  A MORE ADEQUATE DESCRIPTION FOLLOWS--
 OA0421'
 OA0421'STATION IS LOCATED NEAR THE COAST GUARD STATION IN THE
 OA0421'NORTH-CENTRAL PART OF THE TOWN OF BANDON, ON TOP OF THE
 OA0421'PROMINENT 50-FOOT BLUFF WHICH FRONTS ON THE COQUILLE RIVER.  IT
 OA0421'LIES 6.4 METERS S OF THE EDGE OF THE BANK, 18 METERS NE OF THE
 OA0421'NE CORNER OF A DESERTED BUILDING, DIRECTLY S OF THE E SIDE OF
 OA0421'THE BANDON COAST GUARD STATION, AND ABOUT 30 METERS E OF THE
 OA0421'STAIRS LEADING FROM THE TOP OF THE BANK TO THE COAST GUARD
 OA0421'STATION.
 OA0421
 OA0421                          STATION RECOVERY (1972)
 OA0421
 OA0421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 OA0421'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  THERE HAD
 OA0421'BEEN NO REFERENCE MARKS ESTABLISHED PREVIOUSLY.  TWO REFERENCE
 OA0421'MARKS WERE ESTABLISHED THIS DATE.  A NEW AND COMPLETE
 OA0421'DESCRIPTION FOLLOWS.
 OA0421'
 OA0421'THE STATION IS IN NORTH-CENTRAL BANDON ON GOVERNMENT OWNED LAND.
 OA0421'
 OA0421'TO REACH THE STATION FROM THE T INTERSECTION JUST NORTH OF THE
 OA0421'BANDON POST OFFICE GO WEST ON FIRST STREET FOR 0.15 MILE TO
 OA0421'OREGON AVENUE ON THE LEFT, TURN LEFT, AND GO SOUTH FOR 0.15 MILE
 OA0421'TO FOURTH STREET, TURN RIGHT, AND GO WEST ON FOURTH STREET FOR
 OA0421'0.1 MILE TO BANDON STREET, TURN RIGHT, AND GO NORTH AND WEST FOR
 OA0421'0.2 MILE TO THE COAST GUARD LOOKOUT, AND THE STATION AT THE END
 OA0421'OF THE ROAD.
 OA0421'
 OA0421'THE STATION MARK, STAMPED GUARD 67 1937, IS AN OREGON STATE
 OA0421'HIGHWAY DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT IS
 OA0421'FLUSH, 88.5 FEET EAST OF THE SOUTHEAST FOOTING FOR THE COAST
 OA0421'GUARD LOOKOUT, 28.5 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER
 OA0421'OF AN OLD CONCRETE FOUNDATION, AND 1 FOOT WEST OF A METAL
 OA0421'WITNESS POST.
 OA0421'
 OA0421'REFERENCE MARK NO. 1, STAMPED GUARD OSHD 1948 NO 1 1972, IS A
 OA0421'STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT
 OA0421'PROJECTS 5 INCHES, 97 FEET EAST-SOUTHEAST OF THE SOUTHEAST
 OA0421'FOOTING FOR THE COAST GUARD LOOKOUT, 50 FEET EAST OF THE CENTER
 OA0421'OF THE ROAD TO THE LOOKOUT, 3 FEET NORTHEAST OF THE NORTHWEST
 OA0421'CORNER OF THE OLD FOUNDATION, AND 0.5 FOOT NORTH OF THE OLD
 OA0421'FOUNDATION.  (NOTE 11A)
 OA0421'
 OA0421'REFERENCE MARK NO. 2, STAMPED GUARD OSHD 1948 NO 2 1972, IS A
 OA0421'STANDARD DISK CEMENTED IN A DRILL HOLE IN THE SOUTHEAST FOOTING
 OA0421'FOR THE COAST GUARD LOOKOUT, 59 FEET SOUTH-SOUTHWEST OF THE TOP
 OA0421'OF THE STEPS THAT GOES DOWN TO FIRST STREET, AND 40 FEET WEST OF
 OA0421'THE CENTER OF THE ROAD TO THE LOOKOUT.
 OA0421'
 OA0421'THE DISTANCE BETWEEN R.M. NO. 1, AND R.M. NO. 2 IS 97.38 FEET
 OA0421'OR 29.681 METERS.
 OA0421'
 OA0421'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OA0421'AT BANDON.
 OA0421
 OA0421                          STATION RECOVERY (1974)
 OA0421
 OA0421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RBM)
 OA0421'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE
 OA0421'STATION SITE IS SURROUNDED BY TREES WITH A LIMITED VIEW TO THE
 OA0421'NORTH.
 OA0421
 OA0421                          STATION RECOVERY (1988)
 OA0421
 OA0421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 OA0421'THERE IS NOW A PAVED PARKING LOT AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1628 ***********************************************************************
 OA1628  DESIGNATION -  GUARD
 OA1628  PID         -  OA1628
 OA1628  STATE/COUNTY-  OR/DOUGLAS
 OA1628  USGS QUAD   -  WINCHESTER BAY (1985)
 OA1628
 OA1628                         *CURRENT SURVEY CONTROL
 OA1628  ___________________________________________________________________
 OA1628* NAD 83(1991)-  43 39 49.10683(N)    124 11 55.31533(W)     ADJUSTED  
 OA1628* NAVD 88     -        32.9    (meters)     108.     (feet)  VERTCON   
 OA1628  ___________________________________________________________________
 OA1628  LAPLACE CORR-          16.62  (seconds)                    DEFLEC99
 OA1628  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 OA1628  HORZ ORDER  -  THIRD
 OA1628
 OA1628.The horizontal coordinates were established by GPS observations
 OA1628.and adjusted by the National Geodetic Survey in May 1992.
 OA1628
 OA1628.The NAVD 88 height was computed by applying the VERTCON shift value to
 OA1628.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OA1628
 OA1628.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1628
 OA1628.The geoid height was determined by GEOID03.
 OA1628
 OA1628;                    North         East     Units Scale Factor Converg.
 OA1628;SPC OR S     -   228,418.847 1,201,787.937   MT  0.99993190   -2 31 49.6
 OA1628;SPC OR S     -   749,405.67  3,942,873.81   iFT  0.99993190   -2 31 49.6
 OA1628;UTM  10      - 4,835,213.324   403,353.788   MT  0.99971489   -0 49 39.6
 OA1628
 OA1628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1628!SPC OR S     -   0.99999883  x   0.99993190  =   0.99993073
 OA1628!UTM  10      -   0.99999883  x   0.99971489  =   0.99971372
 OA1628
 OA1628|---------------------------------------------------------------------|
 OA1628| PID    Reference Object                     Distance      Geod. Az  |
 OA1628|                                                           dddmmss.s |
 OA1628| OA1629 COAST                                52.066 METERS 19613     |
 OA1628| OA1630 CALIB                                29.102 METERS 19703     |
 OA1628|---------------------------------------------------------------------|
 OA1628
 OA1628                          SUPERSEDED SURVEY CONTROL
 OA1628
 OA1628  NGVD 29 (05/20/92)   31.8    (m)          104.     (f) GPS OBS     3  
 OA1628
 OA1628.Superseded values are not recommended for survey control.
 OA1628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1628.See file dsdata.txt to determine how the superseded data were derived.
 OA1628
 OA1628_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP0335435213(NAD 83)
 OA1628_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OA1628_SETTING: 0 = UNSPECIFIED SETTING
 OA1628_STAMPING: GUARD 1968 OSHD
 OA1628_MARK LOGO: ORHD  
 OA1628_MAGNETIC: N = NO MAGNETIC MATERIAL
 OA1628_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OA1628_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OA1628+SATELLITE: SATELLITE OBSERVATIONS - May 30, 1990
 OA1628
 OA1628  HISTORY     - Date     Condition        Report By
 OA1628  HISTORY     - 1968     MONUMENTED       ORHD
 OA1628  HISTORY     - 19900530 GOOD
 OA1628
 OA1628                          STATION DESCRIPTION
 OA1628
 OA1628'DESCRIBED BY OREGON HIGHWAY DEPARTMENT 1968
 OA1628'STATION IS LOCATED NORTH OF THE PARKING AREA OVERLOOKING THE MOUTH OF
 OA1628'THE UMPQUA RIVER NEAR A COAST GUARD LOOKOUT BUILDING NORTH OF THE
 OA1628'UMPQUA RIVER LIGHTHOUSE.
 OA1628'TO REACH FROM THE STOPLIGHT ON HIGHWAY 101 AT THE JUNCTION OF HIGHWAY
 OA1628'38 IN REEDSPORT, PROCEED SOUTH ON HWY 101 FOR 4.1 MI (6.6 KM) AND
 OA1628'TURN WEST ONTO COUNTY ROAD 251 IN WINCHESTER BAY.  GO 1 MI (1.6 KM)
 OA1628', TURN SOUTH AND GO 0.6 MI (1.0 KM) TO THE NORTH END OF A PARKING
 OA1628'AREA AND A COAST GUARD LOOKOUT BUILDING NORTH OF THE LIGHTHOUSE.
 OA1628'THE STATION IS AN OREGON STATE HIGHWAY DEPARTMENT BRASS SURVEY DISK
 OA1628'STAMPED---GUARD 1968---SET IN A PIPE FILLED WITH CONCRETE DRIVEN INTO
 OA1628'THE GROUND.  PIPE PROJECTS 7 INCHES ABOVE THE GROUND AND A OSHD METAL
 OA1628'WITNESS POST IS NEXT TO MARK.  STATION IS 35.7 M (117.1 FT) AT 355
 OA1628'DEGREES MAGNETIC FROM THE NW CORNER OF THE LOOKOUT BUILDING.
 OA1628'THIS STATION WAS POSITIONED IN 1990 BY GPS TO SUPPORT EEZ WORK
 OA1628'OFFSHORE.
 OA1628'DESCRIBED BY DON
 OA1628
 OA1628                          STATION RECOVERY (1990)
 OA1628
 OA1628'RECOVERED 1990
 OA1628'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0285 ***********************************************************************
 RA0285  DESIGNATION -  GULCH
 RA0285  PID         -  RA0285
 RA0285  STATE/COUNTY-  OR/BAKER
 RA0285  USGS QUAD   -  HOMESTEAD (1990)
 RA0285
 RA0285                         *CURRENT SURVEY CONTROL
 RA0285  ___________________________________________________________________
 RA0285* NAD 83(1991)-  45 02 17.94549(N)    116 49 33.08372(W)     ADJUSTED  
 RA0285* NAVD 88     -       506.247  (meters)    1660.91   (feet)  ADJUSTED  
 RA0285  ___________________________________________________________________
 RA0285  LAPLACE CORR-           2.98  (seconds)                    DEFLEC99
 RA0285  GEOID HEIGHT-         -15.93  (meters)                     GEOID03
 RA0285  DYNAMIC HT  -         506.117 (meters)    1660.49  (feet)  COMP
 RA0285  MODELED GRAV-     980,345.9   (mgal)                       NAVD 88
 RA0285
 RA0285  HORZ ORDER  -  SECOND
 RA0285  VERT ORDER  -  SECOND    CLASS 0
 RA0285
 RA0285.The horizontal coordinates were established by classical geodetic methods
 RA0285.and adjusted by the National Geodetic Survey in October 1991.
 RA0285
 RA0285.The orthometric height was determined by differential leveling
 RA0285.and adjusted in June 1991.
 RA0285
 RA0285.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA0285
 RA0285.The geoid height was determined by GEOID03.
 RA0285
 RA0285.The dynamic height is computed by dividing the NAVD 88
 RA0285.geopotential number by the normal gravity value computed on the
 RA0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0285.degrees latitude (g = 980.6199 gals.).
 RA0285
 RA0285.The modeled gravity was interpolated from observed gravity values.
 RA0285
 RA0285;                    North         East     Units Scale Factor Converg.
 RA0285;SPC OR N     -   159,000.615 2,789,371.882   MT  0.99989716   +2 36 20.3
 RA0285;SPC OR N     -   521,655.56  9,151,482.55   iFT  0.99989716   +2 36 20.3
 RA0285;SPC ID W     -   375,127.407   715,234.323   MT  1.00002165   -0 45 40.7
 RA0285;SPC ID W     - 1,230,730.50  2,346,564.61   sFT  1.00002165   -0 45 40.7
 RA0285;UTM  11      - 4,987,221.829   513,716.013   MT  0.99960231   +0 07 23.6
 RA0285
 RA0285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA0285!SPC OR N     -   0.99992313  x   0.99989716  =   0.99982030
 RA0285!SPC ID W     -   0.99992313  x   1.00002165  =   0.99994478
 RA0285!UTM  11      -   0.99992313  x   0.99960231  =   0.99952547
 RA0285
 RA0285:                Primary Azimuth Mark                     Grid Az
 RA0285:SPC OR N     -  GULCH AZ MK                              000 50 57.8
 RA0285:SPC ID W     -  GULCH AZ MK                              004 12 58.8
 RA0285:UTM  11      -  GULCH AZ MK                              003 19 54.5
 RA0285
 RA0285|---------------------------------------------------------------------|
 RA0285| PID    Reference Object                     Distance      Geod. Az  |
 RA0285|                                                           dddmmss.s |
 RA0285| CH7463 GULCH AZ MK                                        0032718.1 |
 RA0285| RA0286 GULCH RM 1                            6.880 METERS 10222     |
 RA0285| RA0287 GULCH RM 2                           12.288 METERS 20719     |
 RA0285|---------------------------------------------------------------------|
 RA0285
 RA0285                          SUPERSEDED SURVEY CONTROL
 RA0285
 RA0285  NAD 83(1986)-  45 02 17.94636(N)    116 49 33.08345(W) AD(       ) 2
 RA0285  NAD 27      -  45 02 18.38415(N)    116 49 29.52487(W) AD(       ) 2
 RA0285  NGVD 29 (??/??/92)  505.202  (m)         1657.48   (f) ADJ UNCH    2 0
 RA0285
 RA0285.Superseded values are not recommended for survey control.
 RA0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0285.See file dsdata.txt to determine how the superseded data were derived.
 RA0285
 RA0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK1371687222(NAD 83)
 RA0285_MARKER: DR = REFERENCE MARK DISK
 RA0285_SETTING: 80 = SET IN A BOULDER
 RA0285_SP_SET: BOULDER
 RA0285_STAMPING: GULCH 1945
 RA0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0285+STABILITY: SURFACE MOTION
 RA0285
 RA0285  HISTORY     - Date     Condition        Report By
 RA0285  HISTORY     - 1945     MONUMENTED       CGS
 RA0285  HISTORY     - 1946     GOOD             NGS
 RA0285  HISTORY     - 19871015 MARK NOT FOUND   USPSQD
 RA0285
 RA0285                          STATION DESCRIPTION
 RA0285
 RA0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JTJ)
 RA0285'THE STATION IS LOCATED NEAR THE E SIDE OF A FLAT, ABOUT 1 MILE
 RA0285'NE OF HOMESTEAD, AND W OF THE SNAKE RIVER.  IT IS ABOUT 100 YARDS
 RA0285'E OF AN OLD BARN, 50 YARDS W OF THE SNAKE RIVER, 50.5 FEET W
 RA0285'OF A FENCE, 41.5 FEET N OF A FENCE, AND 16 FEET NE OF A SMALL
 RA0285'PINE TREE.
 RA0285'
 RA0285'THE STATION IS MARKED BY A BRONZE STATION DISK STAMPED GULCH
 RA0285'1945 AND SET IN A DRILL HOLE IN A LARGE FLAT-TOPPED BOULDER
 RA0285'THAT PROJECTS ABOUT 8 INCHES ABOVE THE GROUND.
 RA0285'
 RA0285'REFERENCE MARK 1 IS MARKED BY A BRONZE REFERENCE DISK STAMPED
 RA0285'GULCH NO 1 1945 AND SET IN A DRILL HOLE IN A LARGE BOULDER THAT
 RA0285'PROJECTS ABOUT 2 FEET ABOVE THE GROUND.  THE MARK IS 34.0 FEET W
 RA0285'OF A FENCE, 51.8 FEET N OF A FENCE, AND IS ABOUT THE SAME
 RA0285'ELEVATION AS THE STATION.
 RA0285'
 RA0285'REFERENCE MARK 2 IS MARKED BY A BRONZE REFERENCE DISK SET IN
 RA0285'A DRILL HOLE IN A LARGE BOULDER THAT PROJECTS ABOUT 20 INCHES
 RA0285'ABOVE THE GROUND.  IT IS 1.6 FEET N OF A FENCE AND IS THE SAME
 RA0285'ELEVATION AS THE STATION.
 RA0285'
 RA0285'THE AZIMUTH MARK IS ABOUT 0.2 MILE N OF THE STATION, 39 FEET S
 RA0285'OF A 14-INCH PINE TREE, 26 FEET W OF A 10-INCH PINE TREE, 57
 RA0285'FEET NW OF THE CENTER LINE OF THE ROAD, AND 18 FEET SE OF A
 RA0285'POWER LINE.  IT IS MARKED BY A BRONZE AZIMUTH DISK SET IN A
 RA0285'DRILL HOLE IN A BOULDER THAT PROJECTS ABOUT 12 INCHES ABOVE THE
 RA0285'GROUND.
 RA0285'
 RA0285'THE STATION IS REACHED FROM HOMESTEAD BY GOING N ON THE SNAKE
 RA0285'RIVER ROAD FOR 1.1 MILES TO GATE ON E SIDE OF THE ROAD WHICH IS
 RA0285'N OF THE BRIDGE OVER HERMAN CREEK.  TURN LEFT THROUGH GATE, DRIVE
 RA0285'TO FARMHOUSE, GO THROUGH GATE THAT IS NW OF FARMHOUSE, AND DRIVE
 RA0285'TO RIVERS BANK AND STATION.
 RA0285
 RA0285                          STATION RECOVERY (1946)
 RA0285
 RA0285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 RA0285'1.2 MI NE FROM HOMESTEAD.
 RA0285'ALONG THE HOMESTEAD-CUPRUM ROAD, 1.2 MILE NORTHEAST OF THE POST OFFICE
 RA0285'AT HOMESTEAD, ABOUT 595.0 FEET SOUTHEAST OF CENTER OF THE ROAD AND
 RA0285'NEAR THE BANK OF THE SNAKE RIVER, 288.0 FEET SOUTHEAST OF THE
 RA0285'SOUTHEAST END OF AND DIRECTLY IN LINE TANGENT WITH THE CENTER OF A
 RA0285'LARGE HAY BARN, 45.0 FEET NORTHWEST OF A TRIANGULAR BLAZE ON A 2 1/2
 RA0285'FOOT PINE TREE WHICH IS IN A NORTHEAST-SOUTHWEST FENCE LINE, 42.0 FEET
 RA0285'NORTHEAST OF A SOUTHEAST-NORTHWEST FENCE LINE, 12.3 FEET NORTHEAST OF
 RA0285'A TRIANGULAR BLAZE ON A 1-FOOT PINE TREE, 22.6 FEET WEST NORTHWEST OF
 RA0285'REFERENCE MARK GULCH NO 1, 40.3 FEET NORTH NORTHEAST OF REFERENCE MARK
 RA0285'GULCH NO 2, BRONZE TRIANGULATION STATION DISK SET IN TOP OF A 2 1/2 X
 RA0285'4 FOOT FLAT TOPPED BOULDER, ABOUT 0.5 FOOT ABOVE THE GROUND.
 RA0285
 RA0285                          STATION RECOVERY (1987)
 RA0285
 RA0285'RECOVERY NOTE BY US POWER SQUADRON 1987 (JWL)
 RA0285'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0329 ***********************************************************************
 RA0329  DESIGNATION -  GULCH
 RA0329  PID         -  RA0329
 RA0329  STATE/COUNTY-  OR/WALLOWA
 RA0329  USGS QUAD   -  WHITE MONUMENT (1990)
 RA0329
 RA0329                         *CURRENT SURVEY CONTROL
 RA0329  ___________________________________________________________________
 RA0329* NAD 83(1986)-  45 14 42.     (N)    116 42 01.     (W)     SCALED    
 RA0329* NAVD 88     -       462.708  (meters)    1518.07   (feet)  ADJUSTED  
 RA0329  ___________________________________________________________________
 RA0329  GEOID HEIGHT-         -15.41  (meters)                     GEOID03
 RA0329  DYNAMIC HT  -         462.559 (meters)    1517.58  (feet)  COMP
 RA0329  MODELED GRAV-     980,285.6   (mgal)                       NAVD 88
 RA0329
 RA0329  VERT ORDER  -  SECOND    CLASS 0
 RA0329
 RA0329.The horizontal coordinates were scaled from a topographic map and have
 RA0329.an estimated accuracy of +/- 6 seconds.
 RA0329
 RA0329.The orthometric height was determined by differential leveling
 RA0329.and adjusted in June 1991.
 RA0329
 RA0329.The geoid height was determined by GEOID03.
 RA0329
 RA0329.The dynamic height is computed by dividing the NAVD 88
 RA0329.geopotential number by the normal gravity value computed on the
 RA0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0329.degrees latitude (g = 980.6199 gals.).
 RA0329
 RA0329.The modeled gravity was interpolated from observed gravity values.
 RA0329
 RA0329;                    North         East    Units  Estimated Accuracy
 RA0329;SPC OR N     -   182,400.    2,798,180.      MT  (+/- 180 meters Scaled)
 RA0329
 RA0329                          SUPERSEDED SURVEY CONTROL
 RA0329
 RA0329  NGVD 29 (??/??/92)  461.599  (m)         1514.43   (f) ADJ UNCH    2 0
 RA0329
 RA0329.Superseded values are not recommended for survey control.
 RA0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0329.See file dsdata.txt to determine how the superseded data were derived.
 RA0329
 RA0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL235102(NAD 83)
 RA0329_MARKER: DR = REFERENCE MARK DISK
 RA0329_SETTING: 80 = SET IN A BOULDER
 RA0329_SP_SET: BOULDER
 RA0329_STAMPING: GULCH 1941
 RA0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0329+STABILITY: SURFACE MOTION
 RA0329
 RA0329  HISTORY     - Date     Condition        Report By
 RA0329  HISTORY     - 1941     MONUMENTED       DOD
 RA0329  HISTORY     - 1946     GOOD             NGS
 RA0329
 RA0329                          STATION DESCRIPTION
 RA0329
 RA0329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RA0329'18.65 MI N FROM HOMESTEAD.
 RA0329'ABOUT 18.65 MILES NORTH ALONG THE SNAKE RIVER FROM HOMESTEAD, ON THE
 RA0329'WEST BANK OF THE RIVER, ABOUT 2.3 MILES NORTH OF EAGLE BAR, ABOUT 100
 RA0329'FEET SOUTH OF THE PROLONGATION OF A LARGE STREAM (DEEP CREEK) WHICH IS
 RA0329'ON THE EAST SIDE OF THE RIVER AND EMPTIES INTO THE SNAKE RIVER, U.S.
 RA0329'ARMY ENGINEERS TRIANGULATION STATION DISK SET IN TOP OF A LARGE
 RA0329'BOULDER WHICH IS ABOUT 50 FEET ABOVE THE RIVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0286 ***********************************************************************
 RA0286  DESIGNATION -  GULCH RM 1
 RA0286  PID         -  RA0286
 RA0286  STATE/COUNTY-  OR/BAKER
 RA0286  USGS QUAD   -  HOMESTEAD (1990)
 RA0286
 RA0286                         *CURRENT SURVEY CONTROL
 RA0286  ___________________________________________________________________
 RA0286* NAD 83(1986)-  45 02 18.     (N)    116 49 33.     (W)     SCALED    
 RA0286* NAVD 88     -       506.127  (meters)    1660.52   (feet)  ADJUSTED  
 RA0286  ___________________________________________________________________
 RA0286  GEOID HEIGHT-         -15.93  (meters)                     GEOID03
 RA0286  DYNAMIC HT  -         505.996 (meters)    1660.09  (feet)  COMP
 RA0286  MODELED GRAV-     980,345.9   (mgal)                       NAVD 88
 RA0286
 RA0286  VERT ORDER  -  SECOND    CLASS 0
 RA0286
 RA0286.The horizontal coordinates were scaled from a topographic map and have
 RA0286.an estimated accuracy of +/- 6 seconds.
 RA0286
 RA0286.The orthometric height was determined by differential leveling
 RA0286.and adjusted in June 1991.
 RA0286
 RA0286.The geoid height was determined by GEOID03.
 RA0286
 RA0286.The dynamic height is computed by dividing the NAVD 88
 RA0286.geopotential number by the normal gravity value computed on the
 RA0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0286.degrees latitude (g = 980.6199 gals.).
 RA0286
 RA0286.The modeled gravity was interpolated from observed gravity values.
 RA0286
 RA0286;                    North         East    Units  Estimated Accuracy
 RA0286;SPC OR N     -   159,000.    2,789,370.      MT  (+/- 180 meters Scaled)
 RA0286
 RA0286                          SUPERSEDED SURVEY CONTROL
 RA0286
 RA0286  NGVD 29 (??/??/92)  505.081  (m)         1657.09   (f) ADJ UNCH    2 0
 RA0286
 RA0286.Superseded values are not recommended for survey control.
 RA0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0286.See file dsdata.txt to determine how the superseded data were derived.
 RA0286
 RA0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK137872(NAD 83)
 RA0286_MARKER: DR = REFERENCE MARK DISK
 RA0286_SETTING: 66 = SET IN ROCK OUTCROP
 RA0286_SP_SET: ROCK OUTCROP
 RA0286_STAMPING: GULCH NO 1 1945
 RA0286_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA0286+STABILITY: POSITION/ELEVATION WELL
 RA0286
 RA0286  HISTORY     - Date     Condition        Report By
 RA0286  HISTORY     - 1945     MONUMENTED       CGS
 RA0286  HISTORY     - 1946     GOOD             NGS
 RA0286  HISTORY     - 19871015 MARK NOT FOUND   USPSQD
 RA0286
 RA0286                          STATION DESCRIPTION
 RA0286
 RA0286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RA0286'1.2 MI NE FROM HOMESTEAD.
 RA0286'ALONG THE HOMESTEAD-CUPRUM ROAD, 1.2 MILE NORTHEAST OF THE POST OFFICE
 RA0286'AT HOMESTEAD, ABOUT 617.0 FEET SOUTHEAST OF CENTER OF THE ROAD, 310.0
 RA0286'FEET SOUTHEAST OF THE SOUTHEAST END OF A LARGE HAY BARN, 52.7 FEET
 RA0286'NORTHEAST OF A SOUTHEAST-NORTHWEST FENCE LINE, 33.4 FEET EAST OF A
 RA0286'TRIANGULAR BLAZE ON A 1-FOOT PINE TREE, 30.3 FEET NORTH OF A
 RA0286'TRIANGULAR BLAZE ON A 2 1/2-FOOT PINE TREE WHICH IS IN A
 RA0286'NORTHEAST-SOUTHWEST FENCE LINE, 51.0 FEET NORTHEAST OF REFERENCE MARK
 RA0286'GULCH NO 2, 22.6 FEET EAST SOUTHEAST OF GULCH TRIANGULATION STATION,
 RA0286'BRONZE REFERENCE MARK DISK SET IN TOP OF THE WEST EDGE OF AN 8X10X2
 RA0286'1/2-FOOT ROCK OUTCROP (LARGEST AND MOST PROMINENT OUTCROP IN THIS
 RA0286'VICINITY), ABOUT 2 1/2 FEET ABOVE THE GROUND.
 RA0286
 RA0286                          STATION RECOVERY (1987)
 RA0286
 RA0286'RECOVERY NOTE BY US POWER SQUADRON 1987 (JWL)
 RA0286'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0287 ***********************************************************************
 RA0287  DESIGNATION -  GULCH RM 2
 RA0287  PID         -  RA0287
 RA0287  STATE/COUNTY-  OR/BAKER
 RA0287  USGS QUAD   -  HOMESTEAD (1990)
 RA0287
 RA0287                         *CURRENT SURVEY CONTROL
 RA0287  ___________________________________________________________________
 RA0287* NAD 83(1986)-  45 02 18.     (N)    116 49 33.     (W)     SCALED    
 RA0287* NAVD 88     -       506.509  (meters)    1661.77   (feet)  ADJUSTED  
 RA0287  ___________________________________________________________________
 RA0287  GEOID HEIGHT-         -15.93  (meters)                     GEOID03
 RA0287  DYNAMIC HT  -         506.378 (meters)    1661.34  (feet)  COMP
 RA0287  MODELED GRAV-     980,345.9   (mgal)                       NAVD 88
 RA0287
 RA0287  VERT ORDER  -  SECOND    CLASS 0
 RA0287
 RA0287.The horizontal coordinates were scaled from a topographic map and have
 RA0287.an estimated accuracy of +/- 6 seconds.
 RA0287
 RA0287.The orthometric height was determined by differential leveling
 RA0287.and adjusted in June 1991.
 RA0287
 RA0287.The geoid height was determined by GEOID03.
 RA0287
 RA0287.The dynamic height is computed by dividing the NAVD 88
 RA0287.geopotential number by the normal gravity value computed on the
 RA0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0287.degrees latitude (g = 980.6199 gals.).
 RA0287
 RA0287.The modeled gravity was interpolated from observed gravity values.
 RA0287
 RA0287;                    North         East    Units  Estimated Accuracy
 RA0287;SPC OR N     -   159,000.    2,789,370.      MT  (+/- 180 meters Scaled)
 RA0287
 RA0287                          SUPERSEDED SURVEY CONTROL
 RA0287
 RA0287  NGVD 29 (??/??/92)  505.463  (m)         1658.34   (f) ADJ UNCH    2 0
 RA0287
 RA0287.Superseded values are not recommended for survey control.
 RA0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0287.See file dsdata.txt to determine how the superseded data were derived.
 RA0287
 RA0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK137872(NAD 83)
 RA0287_MARKER: DR = REFERENCE MARK DISK
 RA0287_SETTING: 80 = SET IN A BOULDER
 RA0287_SP_SET: BOULDER
 RA0287_STAMPING: GULCH NO 2 1945
 RA0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0287+STABILITY: SURFACE MOTION
 RA0287
 RA0287  HISTORY     - Date     Condition        Report By
 RA0287  HISTORY     - 1945     MONUMENTED       CGS
 RA0287  HISTORY     - 1946     GOOD             NGS
 RA0287  HISTORY     - 19871015 MARK NOT FOUND   USPSQD
 RA0287
 RA0287                          STATION DESCRIPTION
 RA0287
 RA0287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RA0287'1.2 MI NE FROM HOMESTEAD.
 RA0287'ALONG THE HOMESTEAD-CUPRUM ROAD, 1.2 MILE NORTHEAST OF THE POST OFFICE
 RA0287'AT HOMESTEAD, ABOUT 596.0 FEET SOUTHEAST OF THE CENTER OF THE ROAD,
 RA0287'289.0 FEET SOUTHEAST OF THE SOUTHEAST END OF A LARGE HAY BARN, 48.5
 RA0287'FEET WEST OF A TRIANGULAR BLAZE ON A 2 1/2 FOOT PINE TREE WHICH IS IN
 RA0287'A NORTHEAST-SOUTHWEST FENCE LINE, 1.7 FOOT NORTHEAST OF A
 RA0287'SOUTHEAST-NORTHWEST FENCE LINE, 51.0 FEET SOUTHWEST OF REFERENCE MARK
 RA0287'GULCH NO 1, 40.3 FEET SOUTH SOUTHWEST OF GULCH TRIANGULATION STATION,
 RA0287'BRONZE REFERENCE MARK DISK SET IN TOP OF A 2X4-FOOT BOULDER, ABOUT 2
 RA0287'1/2 FEET ABOVE THE GROUND.
 RA0287
 RA0287                          STATION RECOVERY (1987)
 RA0287
 RA0287'RECOVERY NOTE BY US POWER SQUADRON 1987 (JWL)
 RA0287'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2564 ***********************************************************************
 RC2564  DESIGNATION -  GULL
 RC2564  PID         -  RC2564
 RC2564  STATE/COUNTY-  OR/GILLIAM
 RC2564  USGS QUAD   -  INDIAN COVE (1970)
 RC2564
 RC2564                         *CURRENT SURVEY CONTROL
 RC2564  ___________________________________________________________________
 RC2564* NAD 83(1991)-  45 15 39.98018(N)    120 30 33.35511(W)     ADJUSTED  
 RC2564* NAVD 88     -       824.5    (meters)    2705.     (feet)  VERTCON   
 RC2564  ___________________________________________________________________
 RC2564  LAPLACE CORR-           6.69  (seconds)                    DEFLEC99
 RC2564  GEOID HEIGHT-         -20.87  (meters)                     GEOID03
 RC2564  HORZ ORDER  -  SECOND
 RC2564
 RC2564.The horizontal coordinates were established by classical geodetic methods
 RC2564.and adjusted by the National Geodetic Survey in October 1991.
 RC2564
 RC2564.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC2564.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC2564
 RC2564.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2564
 RC2564.The geoid height was determined by GEOID03.
 RC2564
 RC2564;                    North         East     Units Scale Factor Converg.
 RC2564;SPC OR N     -   177,176.432 2,499,272.861   MT  0.99989588   -0 00 23.7
 RC2564;SPC OR N     -   581,287.51  8,199,714.11   iFT  0.99989588   -0 00 23.7
 RC2564;UTM  10      - 5,014,974.611   695,413.866   MT  1.00006954   +1 46 11.2
 RC2564
 RC2564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2564!SPC OR N     -   0.99987403  x   0.99989588  =   0.99976992
 RC2564!UTM  10      -   0.99987403  x   1.00006954  =   0.99994356
 RC2564
 RC2564|---------------------------------------------------------------------|
 RC2564| PID    Reference Object                     Distance      Geod. Az  |
 RC2564|                                                           dddmmss.s |
 RC2564| CF5390 GULL RM 1                            12.275 METERS 17730     |
 RC2564| CF5391 GULL RM 2                            18.232 METERS 24759     |
 RC2564| RC2566 GULL AZ MK                          APPROX. 2.1 KM 3400904.2 |
 RC2564|---------------------------------------------------------------------|
 RC2564
 RC2564                          SUPERSEDED SURVEY CONTROL
 RC2564
 RC2564  NAD 83(1986)-  45 15 39.99032(N)    120 30 33.34988(W) AD(       ) 2
 RC2564  NAD 27      -  45 15 40.52800(N)    120 30 29.18400(W) AD(       ) 2
 RC2564  NGVD 29 (07/19/86)  823.4    (m)         2701.     (f) VERT ANG    3  
 RC2564
 RC2564.Superseded values are not recommended for survey control.
 RC2564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2564.See file dsdata.txt to determine how the superseded data were derived.
 RC2564
 RC2564_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR9541414975(NAD 83)
 RC2564_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RC2564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC2564
 RC2564  HISTORY     - Date     Condition        Report By
 RC2564  HISTORY     - 1946     MONUMENTED       CGS
 RC2564  HISTORY     - 1969     SEE DESCRIPTION  CGS
 RC2564  HISTORY     - 1972     SEE DESCRIPTION  NGS
 RC2564
 RC2564                          STATION DESCRIPTION
 RC2564
 RC2564'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JCT)
 RC2564'THE STATION IS LOCATED ABOUT 16 MILE AIR LINE WEST OF CONDON.  ABOUT
 RC2564'1-1/2 MILE EAST OF THE JOHN DAY RIVER, ON TOP OF THE SOUTHWEST
 RC2564'EDGE OF A FLAT-TOPPED RIDGE, COVERED WITH SAGEBRUSH, THAT
 RC2564'OVERLOOKS THE JOHN DAY RIVER CANYON.  THE MARK IS STAMPED--GULL
 RC2564'1946 AND PROJECTS 6 INCHES.  IT IS 13 FEET SOUTHWEST OF A WHITE
 RC2564'REFERENCE POST.
 RC2564'
 RC2564'REFERENCE MARK NO. 1 IS 2.5 FEET LOWER THAN THE STATION, SET
 RC2564'FLUSH IN OUTCROPPING BED ROCK.  IT IS STAMPED--GULL NO 1 1946.
 RC2564'
 RC2564'REFERENCE MARK NO. 2 IS 2.5 FEET LOWER THAN THE STATION AND IS
 RC2564'SET IN OUTCROPPING BEDROCK WHICH PROJECTS 4 INCHES.  IT IS
 RC2564'STAMPED--GULL NO 2 1946.
 RC2564'
 RC2564'GULL AZIMUTH IS ON A HIGH POINT NEAR THE WEST END OF AN EAST-WEST
 RC2564'RIDGE.  IT IS 150 FEET NORTHWEST OF A GROUP OF JUNIPER TREES.  THE
 RC2564'MARK IS STAMPED--GULL 1946 AND PROJECTS 3 INCHES.
 RC2564'
 RC2564'TO REACH THE STATION FROM CONDON GO WEST ON STATE HIGHWAY 206
 RC2564'FOR 5.25 MILES TO A FORK AND SIGN FERRY CANYON.  TAKE LEFT FORK,
 RC2564'OFF HIGHWAY 206, AND GO WEST ON A GRAVEL ROAD FOR 5.0 MILES TO A
 RC2564'FORK AT A WHITE SCHOOL HOUSE.  TAKE LEFT FORK, WEST, ON A GRAVEL
 RC2564'ROAD FOR 6.2 MILES TO A SIDE ROAD RIGHT JUST BEFORE REACHING A
 RC2564'RANCH.  TURN RIGHT AND GO NORTH ON A GRADED DIRT ROAD FOR 2.9
 RC2564'MILES TO A GATE ON THE LEFT AT THE SOUTHEAST EDGE OF A CULTIVATED
 RC2564'FIELD.  TURN LEFT, THRU GATE, AND FOLLOW LEFT EDGE OF FIELD
 RC2564'FOR 0.65 MILE TO A WIRE GATE ABOUT 50 YARDS NORTH OF A FENCE
 RC2564'CORNER.  *PASS THRU GATE AND FOLLOW DIM TRACK ROAD
 RC2564'SOUTHWEST FOR 0.3 MILE.  HERE TURN LEFT OFF ROAD AND GO ACROSS
 RC2564'COUNTRY FOR 0.1 MILE TO THE STATION AS DESCRIBED.
 RC2564'
 RC2564'*TO REACH THE AZIMUTH FROM THIS POINT, TURN RIGHT AFTER PASSING
 RC2564'THRU GATE AND GO NORTH ALONG TRACK ROAD ON WEST SIDE OF FENCE FOR
 RC2564'0.6 MILE TO A FENCE CORRAL.  HERE TURN NORTHWEST FOR 0.3 MILE TO
 RC2564'A FENCE CORNER.  AT FENCE CORNER BEAR RIGHT AND FOLLOW COW TRAIL
 RC2564'TO ANOTHER FENCE CORNER.  TURN LEFT, WEST, DOWN RIDGE, FOR A
 RC2564'TOTAL DISTANCE OF 0.6 MILE TO THE AZIMUTH MARK AS DESCRIBED.
 RC2564
 RC2564                          STATION RECOVERY (1969)
 RC2564
 RC2564'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (NET)
 RC2564'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND
 RC2564'THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  LANDMARKS HAVE
 RC2564'CHANGED.  THE FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 RC2564'
 RC2564'THE STATION IS 16 MILES NORTHWEST OF CONDON AND 1-1/2 MILES EAST
 RC2564'OF THE JOHN DAY RIVER ON FLAT, ROCKY PASTURE LAND OWNED BY
 RC2564'MR. SID J. SEALE.
 RC2564'
 RC2564'TO REACH THE STATION FROM THE CONDON POST OFFICE GO NORTH ON
 RC2564'STATE HIGHWAYS 19 AND 206 FOR 0.2 MILE TO THEIR JUNCTION, TURN
 RC2564'LEFT AND GO WEST ON STATE HIGHWAY 206 FOR 4.4 MILES TO A MACADAM
 RC2564'ROAD LEFT, TOWARD THE CONDON AIRBASE, TURN LEFT AND GO WEST ON
 RC2564'THE MACADAM AND GRAVELED ROAD, PASSING TO THE LEFT OF THE
 RC2564'AIRBASE, FOR 4.8 MILES TO A FORK, THE ABANDONED CAMERON
 RC2564'SCHOOLHOUSE IN THE FORK, TAKE THE LEFT FORK, RICHMOND ROAD AND
 RC2564'CONTINUE WEST FOR 6.1 MILES TO WHERE THE ROAD TURNS NORTH, JUST
 RC2564'BEFORE REACHING MR. SEALES RANCH BUILDINGS, TURN RIGHT
 RC2564'AND GO NORTH ON THE DIRT ROAD, BETWEEN TWO FENCE LINES FOR 2.8
 RC2564'MILES TO A GATE ON EITHER SIDE OF THE ROAD, TURN LEFT AND GO
 RC2564'WEST ON THE TRACK ROAD FOR 0.6 MILE TO A GATE IN THE NORTH-SOUTH
 RC2564'FENCE AT THE NORTH END OF A CORRAL, PASS THROUGH GATE AND GO
 RC2564'WEST ON THE TRACK ROAD FOR 0.3 MILE, HERE LEAVE THE TRACK ROAD
 RC2564'AND GO SOUTH ACROSS COUNTRY FOR 0.05 MILE TO AN EAST-WEST FENCE
 RC2564'LINE AND THE END OF TRUCK TRAVEL.  CROSS THE FENCE AND PACK SOUTH
 RC2564'170 FEET TO THE STATION.
 RC2564'
 RC2564'THE STATION MARK, STAMPED GULL 1946, IS A STANDARD DISK SET IN A
 RC2564'12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 5 INCHES, 170 FEET
 RC2564'SOUTH OF THE EAST-WEST FENCE LINE AND 2 FEET WEST OF A METAL
 RC2564'WITNESS POST.  (NOTE 1A AND 7A)
 RC2564'
 RC2564'REFERENCE MARK NO. 1, STAMPED GULL NO 1 1946, IS A STANDARD DISK
 RC2564'CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH, 40 FEET SOUTH
 RC2564'OF A WITNESS POST AND 1 FOOT WEST OF A ROCK CAIRN.  (NOTE 12A)
 RC2564'
 RC2564'REFERENCE MARK NO. 2, STAMPED GULL NO 2 1946, IS A STANDARD DISK
 RC2564'CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS 3 INCHES, 57
 RC2564'FEET WEST OF THE WITNESS POST AND 1 FOOT NORTHEAST OF A ROCK
 RC2564'CAIRN.  (NOTE 12A)
 RC2564'
 RC2564'TO REACH THE AZIMUTH MARK FROM THE GATE AT THE NORTH END OF THE
 RC2564'CORRAL, MENTIONED ABOVE, GO NORTH ON THE WEST SIDE OF THE FENCE
 RC2564'FOR 0.7 MILE TO A FENCE CORNER, TURN LEFT AND GO WEST ON THE TRACK
 RC2564'ROAD ON THE SOUTH SIDE OF THE FENCE FOR 0.35 MILE TO A FENCE
 RC2564'CORNER, HERE LEAVE FENCE LINE AND FOLLOW TRACK ROAD NORTHWEST FOR
 RC2564'0.4 MILE, HERE LEAVE TRACK ROAD AND GO SOUTHWEST ACROSS COUNTRY
 RC2564'FOR 0.2 MILE TO THE AZIMUTH MARK.
 RC2564'
 RC2564'THE AZIMUTH MARK, STAMPED GULL 1946, IS A STANDARD DISK SET IN A
 RC2564'12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES.  IT IS
 RC2564'400 FEET SOUTH OF THE TRACK ROAD, WHERE IT PASSES ALONG THE BASE
 RC2564'OF THE HILL, 100 FEET NORTH OF A GROUP OF JUNIPER TREES AND 1 FOOT
 RC2564'SOUTH OF A METAL WITNESS POST.  (NOTE 16A)
 RC2564
 RC2564                          STATION RECOVERY (1972)
 RC2564
 RC2564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 RC2564'THE STATION MARK, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK WERE
 RC2564'RECOVERED IN GOOD CONDITION.  LANDMARKS HAVE CHANGED.  A NEW AND
 RC2564'COMPLETE DESCRIPTION FOLLOWS.
 RC2564'
 RC2564'THE STATION IS ON PASTURE LAND OWNED BY MR. SID SEALE.
 RC2564'
 RC2564'TO REACH THE STATION FROM THE CONDON POST OFFICE GO NORTH ON MAIN
 RC2564'STREET, STATE HIGHWAYS 19. AND 206 FOR 0.2 MILE TO THEIR JUNCTION,
 RC2564'TURN LEFT, AND GO WEST, AND NORTHWEST ON STATE HIGHWAY 206 FOR 4.5
 RC2564'MILES TO RICHMOND ROAD ON THE LEFT, TURN LEFT AS PER SIGN, SID
 RC2564'SEALES WHITE ELEPHANT RANCH, AND GO WEST, PASSING TO THE SOUTH OF
 RC2564'THE CONDON AIR FORCE BASE, FOR 4.9 MILES TO A FORK, TAKE LEFT
 RC2564'FORK, AND CONTINUE WEST ON RICHMOND ROAD FOR 6.2 MILES TO A WIDE
 RC2564'LANE ON THE RIGHT, JUST BEFORE REACHING MR. SEALES RANCH
 RC2564'HEADQUARTERS, TURN RIGHT, AND GO NORTH, AND NORTHWEST ON THE
 RC2564'WIDE LANE FOR 2.8 MILES TO A GATE ON EITHER SIDE OF THE LANE,
 RC2564'PASS THRU THE GATE ON THE LEFT, AND GO NORTHWEST ON THE TRACK
 RC2564'ROAD BETWEEN A CULTIVATED FIELD, AND SOME WASTELAND FOR 0.55
 RC2564'MILE TO A GATE IN A NORTH-SOUTH FENCE LINE, JUST NORTH OF THE
 RC2564'CORRAL.  PASS THRU THE GATE, AND GO WEST ON THE TRACK ROAD FOR
 RC2564'0.3 MILE, THEN LEAVE THE TRACK ROAD, BY TURNING LEFT, AND GO
 RC2564'ACROSS THE PASTURE FOR 0.05 MILE TO AN EAST-WEST FENCE
 RC2564'LINE, AND THE END OF TRUCK TRAVEL.  CROSS THE FENCE, AND
 RC2564'HIKE SOUTH 160 FEET TO THE STATION.
 RC2564'
 RC2564'TO REACH THE AZIMUTH MARK FROM THE GATE JUST NORTH OF THE CORRAL,
 RC2564'GO NORTH, AND NORTHWEST ON THE TRACK ROAD IN THE PASTURE ON THE
 RC2564'WEST SIDE OF THE FENCE FOR 1.2 MILES TO A FORK IN THE TRACK ROAD,
 RC2564'JUST WEST OF A FENCE CORNER, TAKE THE LEFT FORK, AND GO NORTHWEST,
 RC2564'AND WEST ON THE TRACK ROAD FOR 0.4 MILE TO THE END OF TRUCK
 RC2564'TRAVEL.  HIKE SOUTH 250 FEET TO THE AZIMUTH MARK.
 RC2564'
 RC2564'THE STATION MARK, STAMPED GULL 1946, IS A STANDARD DISK SET IN
 RC2564'A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 5 INCHES, 160
 RC2564'FEET SOUTH OF THE EAST-WEST FENCE LINE, 2 FEET WEST OF A METAL
 RC2564'WITNESS POST, AND 1 FOOT SOUTH OF A ROCK CAIRN.  (NOTE 1A AND 7A)
 RC2564'
 RC2564'REFERENCE MARK NO. 1, STAMPED GULL NO 1 1946, IS A STANDARD DISK
 RC2564'CEMENTED IN A DRILL HOLE IN BEDROCK, 40 FEET SOUTH OF THE WITNESS
 RC2564'POST, 1 FOOT WEST OF A ROCK CAIRN, AND 2 FEET LOWER THAN THE
 RC2564'STATION.  (NOTE 12A)
 RC2564'
 RC2564'REFERENCE MARK NO. 2, STAMPED GULL NO 2 1946, IS A STANDARD DISK
 RC2564'CEMENTED IN A DRILL HOLE IN BEDROCK, 62 FEET WEST OF THE WITNESS
 RC2564'POST, 1 FOOT NORTHEAST OF A ROCK CAIRN, AND 1-1/2 FEET LOWER THAN
 RC2564'THE STATION.  (NOTE 12A)
 RC2564'
 RC2564'THE DISTANCE BETWEEN R.M. NO. 1, AND R.M. NO. 2 IS 59.61 FEET
 RC2564'OR 18.169 METERS.
 RC2564'
 RC2564'THE AZIMUTH MARK, STAMPED GULL 1946, IS A STANDARD DISK SET IN A
 RC2564'12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES, 250 FEET
 RC2564'SOUTH OF AN EAST-WEST FENCE LINE, 200 FEET NORTHWEST OF SOME
 RC2564'JUNIPER TREES ON A ROCKY RIDGE, AND 1 FOOT SOUTH OF A METAL
 RC2564'WITNESS POST.  (NOTE 16A)
 RC2564'
 RC2564'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RC2564'16 MILES WEST-NORTHWEST OF CONDON.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1213 ***********************************************************************
 SC1213  DESIGNATION -  GULL
 SC1213  PID         -  SC1213
 SC1213  STATE/COUNTY-  OR/COLUMBIA
 SC1213  USGS QUAD   -  OAK POINT (1985)
 SC1213
 SC1213                         *CURRENT SURVEY CONTROL
 SC1213  ___________________________________________________________________
 SC1213* NAD 83(1991)-  46 11 08.91234(N)    123 09 30.10531(W)     ADJUSTED  
 SC1213* NAVD 88     -         6.9    (meters)      23.     (feet)  VERTCON   
 SC1213  ___________________________________________________________________
 SC1213  X           -  -2,419,417.475 (meters)                     COMP
 SC1213  Y           -  -3,703,128.089 (meters)                     COMP
 SC1213  Z           -   4,579,560.446 (meters)                     COMP
 SC1213  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 SC1213  ELLIP HEIGHT-         -13.765 (meters)          (10/15/91) ADJUSTED
 SC1213  GEOID HEIGHT-         -20.90  (meters)                     GEOID03
 SC1213  HORZ ORDER  -  THIRD
 SC1213  ELLP ORDER  -  FOURTH    CLASS I
 SC1213
 SC1213.The horizontal coordinates were established by GPS observations
 SC1213.and adjusted by the National Geodetic Survey in October 1991.
 SC1213
 SC1213.The NAVD 88 height was computed by applying the VERTCON shift value to
 SC1213.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SC1213
 SC1213.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SC1213
 SC1213.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1213
 SC1213.The ellipsoidal height was determined by GPS observations
 SC1213.and is referenced to NAD 83.
 SC1213
 SC1213.The geoid height was determined by GEOID03.
 SC1213
 SC1213;                    North         East     Units Scale Factor Converg.
 SC1213;SPC OR N     -   283,324.924 2,294,791.095   MT  1.00005258   -1 53 07.0
 SC1213;SPC OR N     -   929,543.71  7,528,842.18   iFT  1.00005258   -1 53 07.0
 SC1213;SPC WA S     -    98,210.259   294,816.273   MT  0.99993874   -1 55 51.7
 SC1213;SPC WA S     -   322,211.49    967,243.06   sFT  0.99993874   -1 55 51.7
 SC1213;UTM  10      - 5,114,704.669   487,778.730   MT  0.99960184   -0 06 51.4
 SC1213
 SC1213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1213!SPC OR N     -   1.00000216  x   1.00005258  =   1.00005474
 SC1213!SPC WA S     -   1.00000216  x   0.99993874  =   0.99994090
 SC1213!UTM  10      -   1.00000216  x   0.99960184  =   0.99960400
 SC1213
 SC1213                          SUPERSEDED SURVEY CONTROL
 SC1213
 SC1213  NAD 83(1986)-  46 11 08.93406(N)    123 09 30.08842(W) AD(       ) 3
 SC1213  NAD 27      -  46 11 09.49840(N)    123 09 25.71481(W) AD(       ) 3
 SC1213  NGVD 29 (07/16/87)    5.9    (m)           19.     (f) GPS OBS     3  
 SC1213
 SC1213.Superseded values are not recommended for survey control.
 SC1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1213.See file dsdata.txt to determine how the superseded data were derived.
 SC1213
 SC1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS8777914705(NAD 83)
 SC1213_MARKER: DS = TRIANGULATION STATION DISK
 SC1213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC1213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SC1213_MAGNETIC: N = NO MAGNETIC MATERIAL
 SC1213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC1213+STABILITY: SURFACE MOTION
 SC1213_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC1213+SATELLITE: SATELLITE OBSERVATIONS - 1986
 SC1213
 SC1213  HISTORY     - Date     Condition        Report By
 SC1213  HISTORY     - 1986     MONUMENTED       NGS
 SC1213
 SC1213                          STATION DESCRIPTION
 SC1213
 SC1213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (MRM)
 SC1213'STATION IS LOCATED ABOUT 1.9 MILES W OF STELLA, WA. ON THE WESTERN
 SC1213'END OF GULL ISLAND
 SC1213'
 SC1213'THE STATION IS REACHED BY BOAT FROM THE COLUMBIA RIVER.
 SC1213'
 SC1213'THE STATION IS A STANDARD NOS DISK STAMPED---GULL 1986---SET IN THE
 SC1213'TOP OF A 12 INCH CIRCULAR CONCRETE MONUMENT FLUSH WITH THE GROUND,
 SC1213'ABOUT 94 METERS SSW OF THE WESTERN MOST OF TWO LONE CLUMPS OF
 SC1213'COTTONWOOD TREES ON THE WATERLINE, ABOUT 33 METERS NW OF THE
 SC1213'TREELINE, ABOUT 18 METERS SE OF THE VEGETATION LINE AND BLUFF EDGE
 SC1213'AND ABOUT 2 METERS NORTH OF A WITNESS POST.
 SC1213'
 SC1213'THERE ARE NO REFERENCE MARKS. ABERNATHY POINT LIGHT CAN BE USED FOR
 SC1213'AN AZIMUTH .
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC2566 ***********************************************************************
 RC2566  DESIGNATION -  GULL AZ MK
 RC2566  PID         -  RC2566
 RC2566  STATE/COUNTY-  OR/GILLIAM
 RC2566  USGS QUAD   -  INDIAN COVE (1970)
 RC2566
 RC2566                         *CURRENT SURVEY CONTROL
 RC2566  ___________________________________________________________________
 RC2566* NAD 83(1991)-  45 16 42.96562(N)    120 31 05.56043(W)     ADJUSTED  
 RC2566* NAVD 88     -       773.9    (meters)    2539.     (feet)  VERTCON   
 RC2566  ___________________________________________________________________
 RC2566  LAPLACE CORR-           6.35  (seconds)                    DEFLEC99
 RC2566  GEOID HEIGHT-         -20.92  (meters)                     GEOID03
 RC2566  HORZ ORDER  -  SECOND
 RC2566
 RC2566.The horizontal coordinates were established by classical geodetic methods
 RC2566.and adjusted by the National Geodetic Survey in October 1991.
 RC2566
 RC2566.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC2566.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC2566
 RC2566.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2566
 RC2566.The geoid height was determined by GEOID03.
 RC2566
 RC2566;                    North         East     Units Scale Factor Converg.
 RC2566;SPC OR N     -   179,120.798 2,498,571.226   MT  0.99989642   -0 00 46.5
 RC2566;SPC OR N     -   587,666.66  8,197,412.16   iFT  0.99989642   -0 00 46.5
 RC2566;UTM  10      - 5,016,896.620   694,652.157   MT  1.00006589   +1 45 50.2
 RC2566
 RC2566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2566!SPC OR N     -   0.99988197  x   0.99989642  =   0.99977840
 RC2566!UTM  10      -   0.99988197  x   1.00006589  =   0.99994785
 RC2566
 RC2566:                Primary Azimuth Mark                     Grid Az
 RC2566:SPC OR N     -  GULL                                     160 09 27.9
 RC2566:UTM  10      -  GULL                                     158 22 51.2
 RC2566
 RC2566|---------------------------------------------------------------------|
 RC2566| PID    Reference Object                     Distance      Geod. Az  |
 RC2566|                                                           dddmmss.s |
 RC2566| RC2564 GULL                                APPROX. 2.1 KM 1600841.4 |
 RC2566|---------------------------------------------------------------------|
 RC2566
 RC2566                          SUPERSEDED SURVEY CONTROL
 RC2566
 RC2566  NAD 83(1986)-  45 16 42.97577(N)    120 31 05.55506(W) AD(       ) 2
 RC2566  NAD 27      -  45 16 43.51400(N)    120 31 01.38600(W) AD(       ) 2
 RC2566  NGVD 29 (07/19/86)  772.8    (m)         2535.     (f) VERT ANG    3  
 RC2566
 RC2566.Superseded values are not recommended for survey control.
 RC2566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2566.See file dsdata.txt to determine how the superseded data were derived.
 RC2566
 RC2566_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR9465216897(NAD 83)
 RC2566
 RC2566  HISTORY     - Date     Condition        Report By
 RC2566  HISTORY     - 1946     MONUMENTED       CGS
 RC2566
 RC2566                          STATION DESCRIPTION
 RC2566
 RC2566'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RC2566'SEE STATION GULL
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA1102 ***********************************************************************
 OA1102  DESIGNATION -  GULL RESET
 OA1102  PID         -  OA1102
 OA1102  STATE/COUNTY-  OR/DOUGLAS
 OA1102  USGS QUAD   -  TAHKENITCH CREEK (1984)
 OA1102
 OA1102                         *CURRENT SURVEY CONTROL
 OA1102  ___________________________________________________________________
 OA1102* NAD 83(1991)-  43 45 27.12912(N)    124 10 44.81092(W)     ADJUSTED  
 OA1102* NAVD 88     -        13.     (meters)      43.     (feet)  SCALED    
 OA1102  ___________________________________________________________________
 OA1102  LAPLACE CORR-          15.04  (seconds)                    DEFLEC99
 OA1102  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 OA1102  HORZ ORDER  -  THIRD
 OA1102
 OA1102.The horizontal coordinates were established by classical geodetic methods
 OA1102.and adjusted by the National Geodetic Survey in October 1991.
 OA1102
 OA1102.The orthometric height was scaled from a topographic map.
 OA1102
 OA1102.The Laplace correction was computed from DEFLEC99 derived deflections.
 OA1102
 OA1102.The geoid height was determined by GEOID03.
 OA1102
 OA1102;                    North         East     Units Scale Factor Converg.
 OA1102;SPC OR S     -   238,770.960 1,203,824.075   MT  0.99994742   -2 31 01.4
 OA1102;SPC OR S     -   783,369.29  3,949,554.05   iFT  0.99994742   -2 31 01.4
 OA1102;UTM  10      - 4,845,618.991   405,081.141   MT  0.99971082   -0 48 56.0
 OA1102
 OA1102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OA1102!SPC OR S     -   1.00000193  x   0.99994742  =   0.99994935
 OA1102!UTM  10      -   1.00000193  x   0.99971082  =   0.99971275
 OA1102
 OA1102|---------------------------------------------------------------------|
 OA1102| PID    Reference Object                     Distance      Geod. Az  |
 OA1102|                                                           dddmmss.s |
 OA1102| CE1550 GULL RM 1                            37.850 METERS 03419     |
 OA1102| CE1551 GULL RM 2                            32.367 METERS 16822     |
 OA1102| OA1170 UMPQUA RIVER LIGHTHOUSE             APPROX.10.7 KM 1882438.2 |
 OA1102| OA1099 WRECK TACOMA                        APPROX. 1.1 KM 2201048.9 |
 OA1102|---------------------------------------------------------------------|
 OA1102
 OA1102                          SUPERSEDED SURVEY CONTROL
 OA1102
 OA1102  NAD 83(1986)-  43 45 27.13273(N)    124 10 44.85968(W) AD(       ) 3
 OA1102  NAD 27      -  43 45 27.71200(N)    124 10 40.45100(W) AD(       ) 3
 OA1102
 OA1102.Superseded values are not recommended for survey control.
 OA1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA1102.See file dsdata.txt to determine how the superseded data were derived.
 OA1102
 OA1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP0508145619(NAD 83)
 OA1102_MARKER: Z = SEE DESCRIPTION
 OA1102_SETTING: 0 = UNSPECIFIED SETTING
 OA1102
 OA1102  HISTORY     - Date     Condition        Report By
 OA1102  HISTORY     - 1928     MONUMENTED       CGS
 OA1102  HISTORY     - 1971     SEE DESCRIPTION  NGS
 OA1102
 OA1102                          STATION DESCRIPTION
 OA1102
 OA1102'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (GLB)
 OA1102'STATION IS ABOUT 5-3/4 MILES N OF THE MOUTH OF THE UMPQUA RIVER,
 OA1102'3/4 MILE N OF THE MOUTH OF THREE MILE CREEK, 30 METERS IN FROM
 OA1102'THE ORDINARY HIGH-WATER LINE, ON TOP OF A GRASS-COVERED SAND DUNE.
 OA1102'
 OA1102'SURFACE MARK AND REFERENCE MARK NO.2 ARE STANDARD BRONZE DISKS
 OA1102'SET IN CONCRETE AT THE CENTER OF THE TOP OF TILES.
 OA1102'
 OA1102'UNDERGROUND MARK IS A STANDARD BRONZE DISK SET IN CONCRETE, AS
 OA1102'DESCRIBED IN NOTE 7A.
 OA1102'
 OA1102'REFERENCE MARK NO.1 IS A STANDARD BRONZE DISK SET IN AN
 OA1102'IRREGULAR MASS OF CONCRETE.
 OA1102'
 OA1102'REFERENCE MARK NO.1 IS ON A SMALL DUNE NNE OF THE STATION, AND
 OA1102'REFERENCE MARK NO.2 IS ON A SMALL SAND HUMP SSE OF THE STATION.
 OA1102'
 OA1102'WITNESS STAKES WERE SET AS FOLLOWS, DISTANCES AND DIRECTIONS
 OA1102'BEING ESTIMATED--2-1/2 METERS E BY N OF THE STATION MARK A 10-INCH
 OA1102'POLE.  2 METERS SE OF REFERENCE MARK NO.1, A 3- BY 12-INCH POLE
 OA1102'6 FEET LONG.  3 METERS E OF REFERENCE MARK NO.2, A 2- BY 12-INCH
 OA1102'POLE 7 FEET LONG.
 OA1102
 OA1102                          STATION RECOVERY (1971)
 OA1102
 OA1102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RBM)
 OA1102'THE STATION WAS RECOVERED 9 FEET BELOW THE SURFACE OF THE SAND
 OA1102'DUNE.  A NEW SURFACE MARK WAS SET.  REFERENCE MARK 2 WAS
 OA1102'RECOVERED IN GOOD CONDITION.  REFERENCE MARK 1 WAS SEARCHED
 OA1102'FOR AND IT WAS NOT RECOVERED AFTER A BRIEF SEARCH.
 OA1102'
 OA1102'LOCATED ABOUT 5-3/4 MILES NORTH OF THE MOUTH OF UMPQUA RIVER,
 OA1102'4 MILES NORTHWEST OF THE TOWN OF GARDINER, 3/4 MILE NORTH OF THE
 OA1102'MOUTH OF THREE MILE CREEK, ON A LOW GRASSY SAND DUNE ALONG THE
 OA1102'COAST AND ABOUT 100 FEET EAST OF THE STORM HIGH WATER LINE.
 OA1102'
 OA1102'THE NEW SURFACE STATION MARK IS A STANDARD DISK STAMPED GULL
 OA1102'1928 1971 CEMENTED IN THE TOP OF A 5 FOOT LENGTH OF A 2 INCH
 OA1102'CAST IRON SOIL PIPE, PROJECTING 12 INCHES, 114.1 FEET NORTHWEST
 OA1102'OF A WOODEN TELEPHONE POLE, 72.2 FEET SOUTHWEST OF TELEPHONE POLE
 OA1102'6939E16.  THE POLE HAS A WHITE BAND PAINTED ON IT.  IT IS 57
 OA1102'FEET WEST OF THE CENTERLINE OF A DIRT ROAD, 35 FEET EAST OF THE
 OA1102'GRASS EDGE, 4.2 FEET SOUTH OF A WOODEN 4 IN X 6 IN WITNESS POST
 OA1102'WITH 2 CARVED TRIANGLES ON ITS SOUTH SIDE AND ON A SAND DUNE.
 OA1102'
 OA1102'THE ORIGINAL SURFACE STATION MARK IS NOW 9 FEET BELOW THE SURFACE
 OA1102'OF THE GROUND.  IT IS A STANDARD DISK STAMPED GULL 1928 SET IN
 OA1102'THE TOP OF A LENGTH OF CONCRETE FILLED TILE.
 OA1102'
 OA1102'REFERENCE MARK 2 IS A STANDARD DISK STAMPED GULL NO2 1928 SET IN
 OA1102'THE TOP OF A CONCRETE FILLED TILE, 2 FEET BELOW THE SURFACE OF
 OA1102'THE GROUND, 24.5 FEET WEST OF THE POLE THAT IS SOUTHWEST OF THE
 OA1102'STATION, 14 FEET WEST OF THE CENTERLINE OF THE ROUND AND UNDER
 OA1102'A LOW SAND MOUND.
 OA1102'
 OA1102'TO REACH FROM THE POST OFFICE IN GARDINER, GO NORTH ON
 OA1102'U.S. HIGHWAY 101 FOR 1.8 MILES, TURN LEFT ON A SIDE ROAD, GO 1.9
 OA1102'MILES TO A ROAD FORK, TURN RIGHT, GO 6.4 MILES TO THE PLACE
 OA1102'WHERE THE ROAD CROSSES THE CREEK, AND END OF 2-WHEEL DRIVE
 OA1102'TRAVEL.  (A 4-WHEEL DRIVE VEHICLE OR PACKING IS NOW
 OA1102'REQUIRED.) CROSS THE CREEK, GO ABOUT 50 YARDS, TURN RIGHT ON
 OA1102'A DIRT ROAD, GO 0.6 MILE ALONG THE ROAD THAT FOLLOWS THE
 OA1102'TELEPHONE LINE TO A POLE WITH A WHITE BAND AND THE STATION TO
 OA1102'THE LEFT.
 OA1102'
 OA1102'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OA1102'4 MILES NW OF GARDINER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC0583 ***********************************************************************
 SC0583  TIDAL BM    -  This is a Tidal Bench Mark.
 SC0583  DESIGNATION -  GUN U S E 1905
 SC0583  PID         -  SC0583
 SC0583  STATE/COUNTY-  OR/CLATSOP
 SC0583  USGS QUAD   -  WARRENTON (1996)
 SC0583
 SC0583                         *CURRENT SURVEY CONTROL
 SC0583  ___________________________________________________________________
 SC0583* NAD 83(1991)-  46 12 25.19739(N)    123 57 43.85330(W)     ADJUSTED  
 SC0583* NAVD 88     -         5.620  (meters)      18.44   (feet)  ADJUSTED  
 SC0583  ___________________________________________________________________
 SC0583  LAPLACE CORR-          15.50  (seconds)                    DEFLEC99
 SC0583  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 SC0583  DYNAMIC HT  -           5.620 (meters)      18.44  (feet)  COMP
 SC0583  MODELED GRAV-     980,713.1   (mgal)                       NAVD 88
 SC0583
 SC0583  HORZ ORDER  -  SECOND
 SC0583  VERT ORDER  -  FIRST     CLASS II
 SC0583
 SC0583.The horizontal coordinates were established by classical geodetic methods
 SC0583.and adjusted by the National Geodetic Survey in October 1991.
 SC0583
 SC0583.The orthometric height was determined by differential leveling
 SC0583.and adjusted in June 1991.
 SC0583
 SC0583.This Tidal Bench Mark is designated as VM 11266
 SC0583.by the Center for Operational Oceanographic Products and Services.
 SC0583
 SC0583.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC0583
 SC0583.The geoid height was determined by GEOID03.
 SC0583
 SC0583.The dynamic height is computed by dividing the NAVD 88
 SC0583.geopotential number by the normal gravity value computed on the
 SC0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0583.degrees latitude (g = 980.6199 gals.).
 SC0583
 SC0583.The modeled gravity was interpolated from observed gravity values.
 SC0583
 SC0583;                    North         East     Units Scale Factor Converg.
 SC0583;SPC OR N     -   288,028.534 2,232,875.810   MT  1.00005925   -2 27 19.2
 SC0583;SPC OR N     -   944,975.51  7,325,708.04   iFT  1.00005925   -2 27 19.2
 SC0583;SPC WA S     -   102,970.214   232,912.681   MT  0.99993625   -2 30 53.7
 SC0583;SPC WA S     -   337,828.11    764,147.69   sFT  0.99993625   -2 30 53.7
 SC0583;UTM  10      - 5,117,496.855   425,774.523   MT  0.99966772   -0 41 40.5
 SC0583
 SC0583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC0583!SPC OR N     -   1.00000287  x   1.00005925  =   1.00006212
 SC0583!SPC WA S     -   1.00000287  x   0.99993625  =   0.99993912
 SC0583!UTM  10      -   1.00000287  x   0.99966772  =   0.99967059
 SC0583
 SC0583:                Primary Azimuth Mark                     Grid Az
 SC0583:SPC OR N     -  BAKER BAY EAST CHANNEL LIGHT 6           003 22 52.7
 SC0583:SPC WA S     -  BAKER BAY EAST CHANNEL LIGHT 6           003 26 27.2
 SC0583:UTM  10      -  BAKER BAY EAST CHANNEL LIGHT 6           001 37 14.0
 SC0583
 SC0583|---------------------------------------------------------------------|
 SC0583| PID    Reference Object                     Distance      Geod. Az  |
 SC0583|                                                           dddmmss.s |
 SC0583| SC2290 BAKER BAY EAST CHANNEL LIGHT 6      APPROX. 6.2 KM 0005533.5 |
 SC0583| SC2203 DESDEMONA SANDS LIGHT               APPROX. 2.1 KM 0150619.4 |
 SC0583| SC0584 FORT STEVENS LONGITUDE STATION RESE  27.948 METERS 04518     |
 SC0583| SC2168 FORT STEVENS WHARF 26 LIGHT         APPROX. 0.8 KM 0862427.6 |
 SC0583| CE3624 GUN RM 3                             19.560 METERS 08937     |
 SC0583| CE3622 GUN RM 1 RESET                        2.168 METERS 17057     |
 SC0583| SC2148 FTR STEVENS HIGHEST 1913            APPROX. 1.1 KM 1763033.2 |
 SC0583| SC2147 FORT STEVENS QUARTERMASTER TK       APPROX. 1.1 KM 1765549.2 |
 SC0583| CE3620 GUN AZ MK                                          2141624.8 |
 SC0583| SC2146 FORT STEVENS RNG TWR B C CLARK      104.639 METERS 21637     |
 SC0583| SC2206 FORT STEVENS RNG TWR B C PRATT      245.326 METERS 26825     |
 SC0583| CE3621 GUN RM 1                                           27123     |
 SC0583| SD0595 CAPE DISAPPOINTMENT LH              APPROX.10.3 KM 3174949.0 |
 SC0583| CE3623 GUN RM 2                             16.810 METERS 32853     |
 SC0583| SC2309 SAND ISLAND UPPER DIKE LIGHT        APPROX. 5.7 KM 3441710.1 |
 SC0583|---------------------------------------------------------------------|
 SC0583
 SC0583                          SUPERSEDED SURVEY CONTROL
 SC0583
 SC0583  NAD 83(1986)-  46 12 25.20700(N)    123 57 43.83001(W) AD(       ) 2
 SC0583  NAD 27      -  46 12 25.83938(N)    123 57 39.29999(W) AD(       ) 2
 SC0583  NGVD 29 (??/??/92)    4.520  (m)           14.83   (f) ADJ UNCH    1 2
 SC0583
 SC0583.Superseded values are not recommended for survey control.
 SC0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0583.See file dsdata.txt to determine how the superseded data were derived.
 SC0583
 SC0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2577517497(NAD 83)
 SC0583_MARKER: DD = SURVEY DISK
 SC0583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0583_SP_SET: CONCRETE POST
 SC0583_STAMPING: GUN
 SC0583_MARK LOGO: USE   
 SC0583_PROJECTION: PROJECTING 20 CENTIMETERS
 SC0583_MAGNETIC: N = NO MAGNETIC MATERIAL
 SC0583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0583+STABILITY: SURFACE MOTION
 SC0583_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC0583+SATELLITE: SATELLITE OBSERVATIONS - July 11, 1996
 SC0583
 SC0583  HISTORY     - Date     Condition        Report By
 SC0583  HISTORY     - 1941     MONUMENTED       USE
 SC0583  HISTORY     - 1942     GOOD             CGS
 SC0583  HISTORY     - 1951     GOOD             CGS
 SC0583  HISTORY     - 1956     GOOD             CGS
 SC0583  HISTORY     - 1958     GOOD             CGS
 SC0583  HISTORY     - 1963     GOOD             CGS
 SC0583  HISTORY     - 1966     GOOD             NGS
 SC0583  HISTORY     - 19841120 GOOD             NGS
 SC0583  HISTORY     - 1987     GOOD             NGS
 SC0583  HISTORY     - 19960711 GOOD             NGS
 SC0583
 SC0583                          STATION DESCRIPTION
 SC0583
 SC0583'DESCRIBED BY US ENGINEERS 1941 (LAM)
 SC0583'DUE TO THE DISMANTLING OF BATTERY FREEMAN AND OTHER CHANGES, A
 SC0583'NEW DESCRIPTION IS NECESSARY--
 SC0583'
 SC0583'STATION IS ON THE NORTH PART OF THE PARADE GROUND AND ATHLETIC
 SC0583'FIELD IN THE NORTH PART OF FORT STEVENS AND ABOUT 250 FEET SOUTH
 SC0583'OF RAILROAD TRACKS.  MARKED BY USE DISK STAMPED GUN AND SET IN
 SC0583'TOP OF SQUARE CONCRETE POST, NOTE 1A.  POST IS SURROUNDED BY
 SC0583'CHAIN FENCE SUPPORTED BY FOUR CONCRETE POSTS.  STATION IS
 SC0583'SURMOUNTED BY WHITE WOODEN OBSERVATION TOWER ABOUT 30 FEET HIGH,
 SC0583'WITH FENCED PLATFORM.  STATION FORT STEVENS LONGITUDE, DISK IN
 SC0583'CONCRETE PIER, IS DISTANT 27.950 METERS (91.70 FEET) IN AZIMUTH
 SC0583'225 DEG 18 MIN 05.49 SEC.  FORT STEVENS WATER TANK IS IN
 SC0583'AZIMUTH 356 DEG 30 MIN 35.1 SEC.
 SC0583
 SC0583                          STATION RECOVERY (1942)
 SC0583
 SC0583'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (JCP)
 SC0583'STATION AND ASTRONOMICAL STATION RECOVERED.  ALL OTHER REFERENCE
 SC0583'MARKS MENTIONED IN 1935 DESCRIPTION HAVE BEEN LOST.  DESCRIPTION
 SC0583'SHOULD BE CHANGED TO READ AS FOLLOWS--FROM THE INTERSECTION OF
 SC0583'13TH STREET AND D AVENUE IN FORT STEVENS, GO 100 YARDS ACROSS
 SC0583'PARADE GROUNDS IN N DIRECTION TO STATION.
 SC0583'
 SC0583'STATION MARK IS ARMY ENGINEER MARK SET IN THE TOP OF A 10- BY
 SC0583'10-INCH CONCRETE POST PROJECTING 6 INCHES.  DISK IS STAMPED GUN.
 SC0583'
 SC0583'REFERENCE MARK 1 WAS ESTABLISHED IN THE SE CORNER OF A CONCRETE
 SC0583'FOUNDATION SUPPORTING A WOODEN TOWER PLACED OVER THE MARK.  DISK
 SC0583'IS STAMPED GUN USE 1942 NO 1.
 SC0583'
 SC0583'ASTRONOMICAL STATION IS NE OF STATION AND IS A BRONZE STATION
 SC0583'DISK SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 2
 SC0583'FEET.  THE DISK IS STAMPED ASTRONOMICAL STATION 1911.  THE 1935
 SC0583'MEASUREMENT TO THIS STATION FAILED TO CHECK.  IN THE FIELD, THE
 SC0583'1942 MEASUREMENTS WERE VERIFIED AND SHOULD SUPERCEDE THE 1935
 SC0583'DISTANCE.
 SC0583'
 SC0583'AZIMUTH MARK WAS ESTABLISHED 0.2 MILE S OF THE STATION AT THE NE
 SC0583'CORNER OF EIGHTH STREET AND D AVENUE.  IT IS A BRONZE DISK SET
 SC0583'IN A DRILL HOLE IN A CONCRETE SIDEWALK.  THE DISK IS STAMPED GUN
 SC0583'1942 U S E.
 SC0583
 SC0583                          STATION RECOVERY (1951)
 SC0583
 SC0583'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HGC)
 SC0583'STATION RECOVERED IN GOOD CONDITION AND THE FOLLOWING DESCRIPTION
 SC0583'IS ADEQUATE AS DESCRIBED BY L.A.MC A. IN 1941.  THE DESCRIPTION
 SC0583'IS AS FOLLOWS--
 SC0583'
 SC0583'DUE TO THE DISMANTLING OF BATTERY FREEMAN AND OTHER CHANGES, A
 SC0583'NEW DESCRIPTION IS NECESSARY.
 SC0583'
 SC0583'STATION IS ON THE N PART OF THE PARADE GROUND AND ATHLETIC FIELD
 SC0583'IN THE N PART OF FORT STEVENS AND ABOUT 250 FEET S OF RAILROAD
 SC0583'TRACKS.  MARKED BY A U.S.E. DISK, STAMPED GUN, AND SET IN THE TOP
 SC0583'OF SQUARE CONCRETE POST.  POST IS SURROUNDED BY CHAIN FENCE
 SC0583'SUPPORTED BY FOUR CONCRETE POSTS.  STATION IS SURMOUNTED BY WHITE
 SC0583'WOODEN OBSERVATION TOWER ABOUT 30 FEET HIGH, WITH FENCED
 SC0583'PLATFORM.
 SC0583'
 SC0583'STATION FORT STEVENS LONGITUDE, DISK IN CONCRETE PIER, IS
 SC0583'DISTANT 27.950 METERS (91.70 FEET) IN AZIMUTH 225 DEG 18 MIN
 SC0583'05.49 SEC.  FORT STEVENS WATER TANK IS IN AZIMUTH 356 DEG 30 MIN
 SC0583'35.1 SEC.
 SC0583'
 SC0583'DISTANCES TO R.M. 2 AND R.M. 3 AND FORT STEVENS LONGITUDE STATION
 SC0583'WERE CHECKED IN THE FIELD AND FOUND TO BE CORRECT.  NO CHECK WAS
 SC0583'MADE ON DIRECTIONS AT THIS TIME.  THE TWO MEASUREMENTS X IN OLD
 SC0583'BATTERY WERE NOT RECOVERED AND IT IS DOUBTFUL WHETHER THEY NOW
 SC0583'EXIST.
 SC0583'
 SC0583'STATION CAN BE REACHED BY BOAT.  BY TRUCK GO FROM WARRENTON TO
 SC0583'FORT STEVENS TO U.S.E. HEADQUARTERS BUILDING.  STATION IS NE ABOUT
 SC0583'1/4 MILE IN OLD PARADE GROUND.
 SC0583
 SC0583                          STATION RECOVERY (1956)
 SC0583
 SC0583'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (FN)
 SC0583'THE STATION, REFERENCE MARK NO. 1 AND FORT STEVENS LONGITUDE
 SC0583'STATION WERE RECOVERED IN GOOD CONDITION AS DESCRIBED IN RECOVERY
 SC0583'NOTE BY H.G.C. IN 1951.
 SC0583'
 SC0583'REFERENCE MARK NO. 2, REFERENCE MARK NO. 3 AND THE AZIMUTH MARK
 SC0583'WERE SEARCHED FOR BUT COULD NOT BE RECOVERED.
 SC0583
 SC0583                          STATION RECOVERY (1958)
 SC0583
 SC0583'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (VRS)
 SC0583'STATION, REFERENCE MARK NO. 1, FORT STEVENS LONGITUDE STATION
 SC0583'AND THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  A COMPLETE
 SC0583'NEW DESCRIPTION FOLLOWS--
 SC0583'
 SC0583'LOCATED 0.8 MILE NORTHWEST OF THE POST OFFICE AT HAMMOND, OREGON
 SC0583'IN THE FORT STEVENS MILITARY RESERVATION, ABOUT 800 FEET EAST OF
 SC0583'THE U.S. ENGINEER OFFICE AND 350 FEET NORTH OF A PAVED STREET IN
 SC0583'A BRUSHY FIELD.  A 25-FOOT OBSERVATION TOWER IS OVER THE MARK
 SC0583'AND IS KEPT IN GOOD REPAIR BY THE U.S. ENGINEERS.
 SC0583'
 SC0583'STATION IS A STANDARD CORP OF ENGINEER DISK STAMPED GUN AND SET
 SC0583'IN TOP OF 10X10-INCH CONCRETE MONUMENT PROJECTING 6 INCHES ABOVE
 SC0583'GROUND.
 SC0583'
 SC0583'REFERENCE MARK NO. 1 IS A STANDARD C AND GS REFERENCE DISK
 SC0583'STAMPED GUN NO 1 1942.  IT IS 7.17 FEET SOUTHEAST OF THE STATION,
 SC0583'SET IN A DRILL HOLE IN SOUTHEAST CONCRETE PIER SUPPORTING TOWER
 SC0583'OVER STATION.
 SC0583'
 SC0583'FORT STEVENS LONGITUDE STATION IS NORTHEAST OF THE STATION IN
 SC0583'THE TOP OF A SQUARE CONCRETE POST PROJECTING 2 FEET.  IT IS A
 SC0583'STANDARD TRIANGULATION DISK STAMPED ASTRONOMICAL STATION 1911.
 SC0583'
 SC0583'AZIMUTH MARK IS 0.25 MILE SOUTHWEST OF THE STATION AND IS A
 SC0583'STANDARD DISK STAMPED GUN 1942 USE SET IN A DRILL HOLE IN SIDEWALK
 SC0583'ON NORTHEAST SIDE OF OLD STREET INTERSECTION, 27 FEET NORTHEAST
 SC0583'OF INTERSECTION OF CENTERLINES AND 20.5 FEET NORTHWEST OF
 SC0583'INTERSECTION OF TWO SIDEWALKS.
 SC0583'
 SC0583'TO REACH STATION FROM U.S. ENGINEER OFFICE AT FORT STEVENS, GO
 SC0583'NORTH ON PAVED STREET ON EAST SIDE OF BUILDING TO INTERSECTION,
 SC0583'TURN RIGHT (EAST) AND PROCEED ABOUT 500 FEET TO TRAIL LEADING
 SC0583'NORTH TO STATION.  A TRUCK MAY BE DRIVEN TO THE STATION.
 SC0583'
 SC0583'TO REACH AZIMUTH MARK FROM U.S. ENGINEER OFFICE AT FORT STEVENS,
 SC0583'PROCEED ABOUT 490 FEET SOUTH THROUGH GATE TO SHARP TURN LEFT
 SC0583'(EAST), THEN PROCEED ABOUT 330 FEET ALONG PAVED STREET IN
 SC0583'SOUTHEASTERLY DIRECTION TO INTERSECTION WHERE MARK IS LOCATED.
 SC0583
 SC0583                          STATION RECOVERY (1963)
 SC0583
 SC0583'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FN)
 SC0583'THE STATION WAS RECOVERED AS DESCRIBED.
 SC0583
 SC0583                          STATION RECOVERY (1966)
 SC0583
 SC0583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 SC0583'IN FORT STEVENS.
 SC0583'IN THE NORTH PART OF FORT STEVENS, 0.15 MILE EAST-NORTHEAST OF THE
 SC0583'U.S. ARMY ENGINEERS FIELD OFFICE, 300 FEET SOUTH OF THE RIVER BANK, 92
 SC0583'FEET SOUTHWEST OF THE FT. STEVENS LONGITUDE STATION SET IN THE TOP OF
 SC0583'A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES AND IS
 SC0583'SURMOUNTED BY A WHITE WOODEN OBSERVATION TOWER ABOUT 30 FEET HIGH.
 SC0583
 SC0583                          STATION RECOVERY (1984)
 SC0583
 SC0583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 SC0583'THE STATION, REFERENCE MARK 1 AND THE LONGITUDE STATION WERE RECOVERED
 SC0583'IN GOOD CONDITION.  REFERENCE MARK 4 WAS ESTABLISHED AT THIS TIME. ALL
 SC0583'DISTANCES AND AZMIUTHS CHECK WITH PREVIOUS WORK.  THE STATION IS
 SC0583'LOCATED ABOUT 1.3 KM (0.80 MI) SOUTHWEST OF HAMMOND, ON FORT STEVENS
 SC0583'STATE PARK.  TO REACH THE STATION FROM THE POST OFFICE IN HAMMOND GO
 SC0583'SOUTHERLY 0.6 KM (0.35 MI) TO A CROSS ROAD, CONTINUE STRAIGHT AHEAD
 SC0583'0.32 KM (0.20 MI) TO A ROAD FORK TURN RIGHT TOWARD VISITOR CENTER AND
 SC0583'GO 0.8 KM (0.50 MI) TO MARK ABOUT 100 METER (328.1 FT) RIGHT.  GRASS
 SC0583'MAY BE DRIVEN ON WITH PERMISSION FROM PARK DEPT.
 SC0583' 
 SC0583'THE STATION IS A STANDARD USE DISK STAMPED---GUN---, SET INTO THE TOP
 SC0583'OF A SQUARE CONCRETE MONUMENT, 30 CM IN DIAMETER, PROJECTING 15 CM
 SC0583'ABOVE THE GROUND.  THE STATION IS LOCATED 100 METERS (328.1 FT) NORTH
 SC0583'FROM THE CENTERLINE OF ROAD LEADING TO VISITOR CENTER, 43 METERS
 SC0583'(141.1 FT) SOUTH FROM THE BRUSH LINK, 1.25 METERS (4.10 FT) SOUTHEAST
 SC0583'FROM THE NORTHWEST ONE OF 4 CONCRETE POSTS 19 CM SQ BY 0.9 METER, (3.0
 SC0583'FT) 0.5 METERS (1.6 FT) EAST FROM A WITNESS POST.  REFERENCE MARK NO 1
 SC0583'IS A STANDARD CGS DISK STAMPED---GUN NO 1 1942---, SET INTO A DRILL
 SC0583'HOLE ON THE BIAS IN THE NORTHWEST ONE OF 4 CONCRETE POSTS THAT WERE
 SC0583'THE OLD FOUDATION POSTS.  THE STATION IS LOCATED 2.5 METERS (8.2 FT)
 SC0583'NORTHWEST FROM A WITNESS POST AND 0.2 METERS (0.7 FT) HIGHER THAN THE
 SC0583'STATION.  REFERENCE MARK NO 4 IS A STANDARD NGS DISK STAMPED---GUN USE
 SC0583'1905 NO 4 1984---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 25
 SC0583'CM IN DIAMETER, FLUSH WITH GROUND.  THE STATION IS LOCATED 19.8 METERS
 SC0583'(65.0 FT) NORTHEAST FROM A WITNESS POST AND 0.2 METERS (0.7 FT) LOWER
 SC0583'THAN THE STATION. AZIMUTH MARK NO 1 IS A STANDARD CGS DISK
 SC0583'STAMPED---GUN 1942---, SET INTO CONCRETE SIDEWALK ON SOUTH SIDE OF A
 SC0583'PARK AREA. THE ARROW ON THE DISK POINTS ON THE WEST INSTEAD OF NORTH.
 SC0583'THE STATION IS LOCATED 5.0 METERS (16.4 FT) SOUTH FROM A CONCRETE
 SC0583'CHIMNEY ABOUT 12 METERS (39.4 FT) HIGH, 8.8 METERS (28.9 FT) NORTH
 SC0583'FROM A WITNESS POST, 6.0 METERS (19.7 FT) WEST FROM A JUNCTION OF
 SC0583'SIDEWALKS, 4.4 METERS (14.4 FT) NORTH FROM THE CENTERLINE OF THE ROAD.
 SC0583'TO REACH THE AZIMUTH MARK FROM THE FORT STEVENS MUSEUM GO SOUTH AND
 SC0583'EAST ON ONE WAY ROAD 0.24 KM (0.15 MI) TO WITNESS POST ON THE RIGHT
 SC0583'AND AZIMUTH MARK ON THE LEFT.
 SC0583
 SC0583                          STATION RECOVERY (1987)
 SC0583
 SC0583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SC0583'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  13.2 KM
 SC0583'(8.20 MI) SOUTHERLY AND WESTERLY ALONG U.S. HIGHWAY 101 BUSINESS
 SC0583'FROM ITS JUNCTION WITH U.S. HIGHWAY 101 IN ASTORIA, THENCE 2.8 KM
 SC0583'(1.75 MI) NORTHERLY ALONG MAIN AVENUE, THENCE 2.7 KM (1.70 MI)
 SC0583'NORTHWEST ALONG NORTHWEST WARRENTON DRIVE, THENCE 2.0 KM (1.25 MI)
 SC0583'NORTHWESTERLY ALONG PACIFIC DRIVE, THENCE 0.6 KM (0.35 MI) NORTHERLY
 SC0583'ALONG THE ENTRANCE ROAD TO FORT STEVENS STATE PARK, 126.0 M (413.4
 SC0583'FT) NORTHEAST OF THE CENTER OF THE ROAD, AND 28.0 M (91.9 FT) SOUTH
 SC0583'OF ASTRONOMICAL STATION FORT STEVENS LONGITUDE.  NOTE--NOT LEVELED
 SC0583'THIS SURVEY.
 SC0583'THE MARK IS 0.9 METERS  E FROM  A WITNESS POST
 SC0583'THE MARK IS 0.2 M ABOVE THE GROUND.
 SC0583
 SC0583                          STATION RECOVERY (1996)
 SC0583
 SC0583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (JGF)
 SC0583'THERE HAVE BEEN SOME CHANGES IN THE AREA.  STATION GUN RESET IS
 SC0583'LOCATED NEXT TO A FLAGPOLE AT THE CENTER OF AN EARTHEN FORT THAT IS
 SC0583'BEING BUILT AT THIS TIME.  THE FORT IS ABOUT 20 FEET (6.1 M) HIGH AT
 SC0583'THIS TIME.  THE LONGITUDE STATION HAS BEEN PRESERVED BUT IS IN THE
 SC0583'BOTTOM OF A 24 INCH CULVERT THAT WAS PLACED OVER IT, AS IT IS LOCATED
 SC0583'IN THE 20 FOOT (6.1 M) HIGH EARTHEN PERIMITER OF THE FORT.  FURTHER
 SC0583'COMPLICATING THE DEAL IS A SECOND CASING AT THE 10 FOOT (3.0 M) LEVEL
 SC0583'OVER THIS MARK.  I FIGURE IF YOU WERE LOWERED HEAD FIRST INTO THE HOLE
 SC0583'WITH A ROPE YOU COULD OPEN THE LID, THEN USING A SEARCH LIGHT,
 SC0583'ILLUMINATE THE DISK FOR PLUMBING.  STATION GUN RESET SHOULD NOT BE
 SC0583'DISTURBED BY THIS CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC1067 ***********************************************************************
 PC1067  DESIGNATION -  GUNTER
 PC1067  PID         -  PC1067
 PC1067  STATE/COUNTY-  OR/DOUGLAS
 PC1067  USGS QUAD   -  GUNTER (1984)
 PC1067
 PC1067                         *CURRENT SURVEY CONTROL
 PC1067  ___________________________________________________________________
 PC1067* NAD 83(1991)-  43 48 36.76627(N)    123 31 44.29392(W)     ADJUSTED  
 PC1067* NAVD 88     -       470.1    (meters)    1542.     (feet)  VERTCON   
 PC1067  ___________________________________________________________________
 PC1067  LAPLACE CORR-           3.12  (seconds)                    DEFLEC99
 PC1067  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 PC1067  HORZ ORDER  -  SECOND
 PC1067
 PC1067.The horizontal coordinates were established by classical geodetic methods
 PC1067.and adjusted by the National Geodetic Survey in October 1991.
 PC1067
 PC1067.The NAVD 88 height was computed by applying the VERTCON shift value to
 PC1067.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PC1067
 PC1067.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC1067
 PC1067.The geoid height was determined by GEOID03.
 PC1067
 PC1067;                    North         East     Units Scale Factor Converg.
 PC1067;SPC OR S     -   242,523.483 1,256,348.268   MT  0.99995731   -2 04 20.1
 PC1067;SPC OR S     -   795,680.72  4,121,877.52   iFT  0.99995731   -2 04 20.1
 PC1067;UTM  10      - 4,850,929.911   457,455.279   MT  0.99962226   -0 21 58.3
 PC1067
 PC1067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC1067!SPC OR S     -   0.99992991  x   0.99995731  =   0.99988722
 PC1067!UTM  10      -   0.99992991  x   0.99962226  =   0.99955219
 PC1067
 PC1067|---------------------------------------------------------------------|
 PC1067| PID    Reference Object                     Distance      Geod. Az  |
 PC1067|                                                           dddmmss.s |
 PC1067| CD8617 GUNTER RM 3                          11.448 METERS 02733     |
 PC1067| CD8615 GUNTER AZ MK                                       1134945.4 |
 PC1067| CD8616 GUNTER RM 2                          16.050 METERS 30251     |
 PC1067|---------------------------------------------------------------------|
 PC1067
 PC1067                          SUPERSEDED SURVEY CONTROL
 PC1067
 PC1067  NAD 83(1986)-  43 48 36.77575(N)    123 31 44.32620(W) AD(       ) 2
 PC1067  NAD 27      -  43 48 37.34700(N)    123 31 39.96600(W) AD(       ) 2
 PC1067  NGVD 29 (07/19/86)  469.0    (m)         1539.     (f) VERT ANG    3  
 PC1067
 PC1067.Superseded values are not recommended for survey control.
 PC1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC1067.See file dsdata.txt to determine how the superseded data were derived.
 PC1067
 PC1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP5745550930(NAD 83)
 PC1067_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PC1067_SETTING: 80 = SET IN A BOULDER
 PC1067_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 PC1067
 PC1067  HISTORY     - Date     Condition        Report By
 PC1067  HISTORY     - 1953     MONUMENTED       USGS
 PC1067
 PC1067                          STATION DESCRIPTION
 PC1067
 PC1067'DESCRIBED BY US GEOLOGICAL SURVEY 1953 (CTH)
 PC1067'THE STATION IS ABOUT 24 MILES WEST OF COTTAGE GROVE, AND 1 MILE
 PC1067'NORTH OF THE SMALL SETTLEMENT OF GUNTER, ON THE EAST SIDE OF A
 PC1067'LIGHTLY TIMBERED RIDGE.
 PC1067'
 PC1067'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 38, AND U.S. HIGHWAY
 PC1067'99 IN DRAIN, GO EAST THEN NORTH ON U.S. HIGHWAY 99 FOR 2.4 MILES
 PC1067'TO A GRAVEL ROAD LEFT, TURN LEFT, AND GO 2.25 MILES TO A FORK,
 PC1067'TAKE RIGHT FORK, AND GO 7.8 MILES CROSSING OVER A HIGH DIVIDE TO
 PC1067'A FORK, TAKE RIGHT FORK, AND GO 7.35 MILES TO THE SMITH RIVER
 PC1067'GUARD STATION ON THE LEFT, HERE CONTINUE STRAIGHT AHEAD ON
 PC1067'GRAVEL ROAD FOR 4.6 MILES TO A FORK, AND A SIGN YELLOW POINT
 PC1067'L.O., TURN RIGHT AS PER SIGN, AND GO 0.2 MILE TO A FORK, TAKE
 PC1067'LEFT FORK AND GO 0.3 MILE TO A FORK, TAKE THE LEFT FORK, AND
 PC1067'GO 1.2 MILES TO WHERE THE ROAD ENTERS A SHALLOW SADDLE, TURN
 PC1067'LEFT UP THE SLOPE FOR 175 FEET TO THE STATION.
 PC1067'
 PC1067'THE STATION MARK STAMPED GUNTER 1940 IS A STANDARD USGS MARK
 PC1067'SET IN A DRILL HOLE IN A BOULDER THAT IS FLUSH.  IT IS 175 FEET
 PC1067'SOUTHWEST OF THE CENTER LINE OF ROAD.
 PC1067'
 PC1067'REFERENCE MARK NO. 2 STAMPED 2, IS A STANDARD USGS REFERENCE
 PC1067'MARK SET IN A DRILL HOLE IN A BOULDER THAT IS FLUSH.
 PC1067'
 PC1067'REFERENCE MARK NO. 3 STAMPED GUNTER USGS NO. 3 1953, IS A
 PC1067'STANDARD DISK SET IN A CONCRETE POST THAT PROJECTS 6 INCHES.  IT
 PC1067'IS 137 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD.
 PC1067'
 PC1067'THE AZIMUTH MARK STAMPED GUNTER USGS 1953 IS A STANDARD DISK
 PC1067'SET IN A CONCRETE POST THAT PROJECTS 2 INCHES.  IT IS 16 FEET
 PC1067'EAST OF THE CENTER LINE OF THE ROAD, AND 2 FEET NORTH OF THE
 PC1067'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1742 ***********************************************************************
 SC1742  DESIGNATION -  GUS
 SC1742  PID         -  SC1742
 SC1742  STATE/COUNTY-  OR/COLUMBIA
 SC1742  USGS QUAD   -  NASSA POINT (1985)
 SC1742
 SC1742                         *CURRENT SURVEY CONTROL
 SC1742  ___________________________________________________________________
 SC1742* NAD 83(1991)-  46 08 18.10294(N)    123 18 50.35152(W)     ADJUSTED  
 SC1742* NAVD 88     -         2.9    (meters)      10.     (feet)  VERTCON   
 SC1742  ___________________________________________________________________
 SC1742  LAPLACE CORR-           5.77  (seconds)                    DEFLEC99
 SC1742  GEOID HEIGHT-         -21.12  (meters)                     GEOID03
 SC1742  HORZ ORDER  -  THIRD
 SC1742
 SC1742.The horizontal coordinates were established by classical geodetic methods
 SC1742.and adjusted by the National Geodetic Survey in October 1991.
 SC1742
 SC1742.The NAVD 88 height was computed by applying the VERTCON shift value to
 SC1742.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SC1742
 SC1742.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1742
 SC1742.The geoid height was determined by GEOID03.
 SC1742
 SC1742;                    North         East     Units Scale Factor Converg.
 SC1742;SPC OR N     -   278,460.782 2,282,598.961   MT  1.00003814   -1 59 44.3
 SC1742;SPC OR N     -   913,585.24  7,488,841.74   iFT  1.00003814   -1 59 44.3
 SC1742;SPC WA S     -    93,356.642   282,621.409   MT  0.99994481   -2 02 38.6
 SC1742;SPC WA S     -   306,287.58    927,233.74   sFT  0.99994481   -2 02 38.6
 SC1742;UTM  10      - 5,109,468.551   475,747.973   MT  0.99960723   -0 13 35.0
 SC1742
 SC1742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1742!SPC OR N     -   1.00000285  x   1.00003814  =   1.00004099
 SC1742!SPC WA S     -   1.00000285  x   0.99994481  =   0.99994766
 SC1742!UTM  10      -   1.00000285  x   0.99960723  =   0.99961008
 SC1742
 SC1742|---------------------------------------------------------------------|
 SC1742| PID    Reference Object                     Distance      Geod. Az  |
 SC1742|                                                           dddmmss.s |
 SC1742| SC1743 WESTPORT BAR DIKE 6 LIGHT           290.177 METERS 00949     |
 SC1742| SC1747 DIKE 66.4 DOLPHIN NORTH END         APPROX. 1.5 KM 0243422.0 |
 SC1742| SC1749 CATHLAMET CHAN DIKE N END LT        APPROX. 1.8 KM 0440218.7 |
 SC1742| SC1748 DIKE 66.0 DOLPHIN SOUTH END         APPROX. 1.7 KM 0482409.3 |
 SC1742| SC1745 WATERFORD LIGHT                     APPROX. 4.0 KM 0660357.0 |
 SC1742| CE3625 GUS RM 1                             24.845 METERS 09326     |
 SC1742| SC1730 WESTPORT BAR DIKE 2 LIGHT           APPROX. 2.6 KM 2771108.0 |
 SC1742| SC1733 DIKE 67.9 DOLPHIN NORTH END         APPROX. 1.9 KM 2775130.0 |
 SC1742| SC1734 WESTPORT BAR DIKE 4 LIGHT           APPROX. 1.3 KM 2810416.1 |
 SC1742| SC1783 J 7=BRADLEY                         APPROX.10.0 KM 2902940.0 |
 SC1742| SC1739 DIKE 67.1 DOLPHIN NORTH END         APPROX. 0.7 KM 2912721.7 |
 SC1742| SC1735 CATHLAMET CHANNEL LIGHT             APPROX. 3.0 KM 3381736.9 |
 SC1742| SC1740 FISHING 67 LIGHT                    APPROX. 1.0 KM 3444022.8 |
 SC1742| SC1741 DIKE 67.0 DOLPHIN NORTH END         APPROX. 1.3 KM 3542332.8 |
 SC1742|---------------------------------------------------------------------|
 SC1742
 SC1742                          SUPERSEDED SURVEY CONTROL
 SC1742
 SC1742  NAD 83(1986)-  46 08 18.12056(N)    123 18 50.34485(W) AD(       ) 3
 SC1742  NAD 27      -  46 08 18.72125(N)    123 18 45.90129(W) AD(       ) 3
 SC1742  NGVD 29 (07/19/86)    2.0    (m)            7.     (f) VERT ANG    3  
 SC1742
 SC1742.Superseded values are not recommended for survey control.
 SC1742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1742.See file dsdata.txt to determine how the superseded data were derived.
 SC1742
 SC1742_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS7574809469(NAD 83)
 SC1742_MARKER: Z = SEE DESCRIPTION
 SC1742_SETTING: 0 = UNSPECIFIED SETTING
 SC1742
 SC1742  HISTORY     - Date     Condition        Report By
 SC1742  HISTORY     - 1936     MONUMENTED       CGS
 SC1742  HISTORY     - 1949     SEE DESCRIPTION  CGS
 SC1742
 SC1742                          STATION DESCRIPTION
 SC1742
 SC1742'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (RWK)
 SC1742'STATION IS ON THE N SIDE OF THE ISLAND FORMED BY WESTPORT AND
 SC1742'BEAVER SLOUGHS, ABOUT 1 MILE W OF THE WESTERLY END OF WALLACE
 SC1742'ISLAND SLOUGH, AND ABOUT 70 METERS W OF DIKE NO.66.7.
 SC1742'
 SC1742'THE STATION IS MARKED BY A STANDARD DISK STAMPED GUS 1936,
 SC1742'CEMENTED INTO A 5-FOOT SECTION OF 4-INCH CAST-IRON SOIL PIPE,
 SC1742'PROJECTING ABOUT 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 SC1742'
 SC1742'THE REFERENCE MARK IS LIKEWISE MARKED.
 SC1742
 SC1742                          STATION RECOVERY (1949)
 SC1742
 SC1742'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (HJH)
 SC1742'STATION IS ON THE N SIDE OF THE ISLAND FORMED BY WESTPORT AND
 SC1742'BEAVER SLOUGHS, ABOUT 1.0 MILE W OF THE W END OF WALLACE ISLAND,
 SC1742'AND ABOUT 70 METERS W OF THE S END OF DIKE 66.7.
 SC1742'
 SC1742'STATION IS NOW ABOUT 3 FEET BELOW THE SURFACE OF THE GROUND.  A
 SC1742'1-FOOT SQUARE WOODEN CRIBBING SURROUNDS THE STATION WHOSE STAMPING
 SC1742'IT WAS IMPOSSIBLE TO CHECK WITHOUT COMPLETE EXCAVATION.
 SC1742'
 SC1742'THE REFERENCE MARK WAS NOT FOUND.  IT IS PRESUMED TO BE IN
 SC1742'PLACE THOUGH BURIED TO A DEPTH OF ABOUT 3 FEET.
 SC1742'
 SC1742'STATION MARK IS BELIEVED TO BE IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0333 ***********************************************************************
 QE0333  DESIGNATION -  GUT
 QE0333  PID         -  QE0333
 QE0333  STATE/COUNTY-  OR/LINN
 QE0333  USGS QUAD   -  CRAWFORDSVILLE (1988)
 QE0333
 QE0333                         *CURRENT SURVEY CONTROL
 QE0333  ___________________________________________________________________
 QE0333* NAD 83(1986)-  44 20 17.     (N)    122 45 13.     (W)     SCALED    
 QE0333* NAVD 88     -       186.193  (meters)     610.87   (feet)  ADJUSTED  
 QE0333  ___________________________________________________________________
 QE0333  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 QE0333  DYNAMIC HT  -         186.163 (meters)     610.77  (feet)  COMP
 QE0333  MODELED GRAV-     980,453.6   (mgal)                       NAVD 88
 QE0333
 QE0333  VERT ORDER  -  SECOND    CLASS 0
 QE0333
 QE0333.The horizontal coordinates were scaled from a topographic map and have
 QE0333.an estimated accuracy of +/- 6 seconds.
 QE0333
 QE0333.The orthometric height was determined by differential leveling
 QE0333.and adjusted in June 1991.
 QE0333
 QE0333.The geoid height was determined by GEOID03.
 QE0333
 QE0333.The dynamic height is computed by dividing the NAVD 88
 QE0333.geopotential number by the normal gravity value computed on the
 QE0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0333.degrees latitude (g = 980.6199 gals.).
 QE0333
 QE0333.The modeled gravity was interpolated from observed gravity values.
 QE0333
 QE0333;                    North         East    Units  Estimated Accuracy
 QE0333;SPC OR N     -    77,110.    2,320,300.      MT  (+/- 180 meters Scaled)
 QE0333
 QE0333                          SUPERSEDED SURVEY CONTROL
 QE0333
 QE0333  NGVD 29 (??/??/92)  185.133  (m)          607.39   (f) ADJ UNCH    2 0
 QE0333
 QE0333.Superseded values are not recommended for survey control.
 QE0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0333.See file dsdata.txt to determine how the superseded data were derived.
 QE0333
 QE0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ196094(NAD 83)
 QE0333_MARKER: DD = SURVEY DISK
 QE0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0333_STAMPING: GUT 1935
 QE0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0333+STABILITY: SURFACE MOTION
 QE0333
 QE0333  HISTORY     - Date     Condition        Report By
 QE0333  HISTORY     - 1935     MONUMENTED       USE
 QE0333  HISTORY     - 1943     GOOD             NGS
 QE0333
 QE0333                          STATION DESCRIPTION
 QE0333
 QE0333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QE0333'2.2 MI SE FROM HOLLEY.
 QE0333'THIS MARK IS ABOUT 0.2 MILE SOUTHWEST ALONG STATE HIGHWAY 228, 1.1
 QE0333'MILE EAST ALONG A GRADED ROAD AND 0.9 MILE EAST ALONG THE OREGON
 QE0333'ELECTRIC RAILWAY FROM THE POST OFFICE AT HOLLEY, LINN COUNTY, 289 FEET
 QE0333'WEST OF A ROAD CROSSING, ABOUT 100 FEET EAST OF A CREEK, 2.0 FEET
 QE0333'SOUTH OF A EAST-WEST FENCE, 44.0 FEET NORTH OF THE NORTH RAIL,
 QE0333'PROJECTING ABOUT 3-INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1789 ***********************************************************************
 RD1789  DESIGNATION -  GUTTRY
 RD1789  PID         -  RD1789
 RD1789  STATE/COUNTY-  OR/POLK
 RD1789  USGS QUAD   -  SHERIDAN (1992)
 RD1789
 RD1789                         *CURRENT SURVEY CONTROL
 RD1789  ___________________________________________________________________
 RD1789* NAD 83(1991)-  45 03 35.68762(N)    123 25 19.77192(W)     ADJUSTED  
 RD1789* NAVD 88     -       142.4    (meters)     467.     (feet)  VERTCON   
 RD1789  ___________________________________________________________________
 RD1789  LAPLACE CORR-          -5.40  (seconds)                    DEFLEC99
 RD1789  GEOID HEIGHT-         -21.54  (meters)                     GEOID03
 RD1789  HORZ ORDER  -  FIRST
 RD1789
 RD1789.The horizontal coordinates were established by classical geodetic methods
 RD1789.and adjusted by the National Geodetic Survey in October 1991.
 RD1789
 RD1789.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD1789.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD1789
 RD1789.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD1789
 RD1789.The geoid height was determined by GEOID03.
 RD1789
 RD1789;                    North         East     Units Scale Factor Converg.
 RD1789;SPC OR N     -   158,980.778 2,269,911.293   MT  0.99989638   -2 04 20.5
 RD1789;SPC OR N     -   521,590.48  7,447,215.53   iFT  0.99989638   -2 04 20.5
 RD1789;UTM  10      - 4,989,692.711   466,762.118   MT  0.99961358   -0 17 55.8
 RD1789
 RD1789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD1789!SPC OR N     -   0.99998105  x   0.99989638  =   0.99987743
 RD1789!UTM  10      -   0.99998105  x   0.99961358  =   0.99959463
 RD1789
 RD1789|---------------------------------------------------------------------|
 RD1789| PID    Reference Object                     Distance      Geod. Az  |
 RD1789|                                                           dddmmss.s |
 RD1789| DD9739 GUTTRY RM 1                          47.539 METERS 02640     |
 RD1789| DD9738 GUTTRY AZ MK                                       1382857.2 |
 RD1789| DD9740 GUTTRY RM 2                          47.750 METERS 34122     |
 RD1789|---------------------------------------------------------------------|
 RD1789
 RD1789                          SUPERSEDED SURVEY CONTROL
 RD1789
 RD1789  NAD 83(1986)-  45 03 35.71461(N)    123 25 19.78589(W) AD(       ) 1
 RD1789  NAD 27      -  45 03 36.29806(N)    123 25 15.39891(W) AD(       ) 1
 RD1789  NGVD 29 (07/19/86)  141.4    (m)          464.     (f) VERT ANG    3  
 RD1789
 RD1789.Superseded values are not recommended for survey control.
 RD1789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1789.See file dsdata.txt to determine how the superseded data were derived.
 RD1789
 RD1789_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ6676289693(NAD 83)
 RD1789_MARKER: DS = TRIANGULATION STATION DISK
 RD1789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD1789_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RD1789
 RD1789  HISTORY     - Date     Condition        Report By
 RD1789  HISTORY     - 1972     MONUMENTED       NGS
 RD1789
 RD1789                          STATION DESCRIPTION
 RD1789
 RD1789'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LDF)
 RD1789'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO CROWN OF HILL AND
 RD1789'TREES.
 RD1789'
 RD1789'STATION IS LOCATED ABOUT 3.0 MILES SOUTHWEST OF SHERIDAN, 3.0 MILES
 RD1789'EAST-SOUTHEAST OF WILLAMINA, 1.0 MILE SOUTH OF THE YAMHILL-POLK
 RD1789'COUNTY LINE.  IT IS ON THE TOP OF A LOW CULTIVATED RIDGE AND JUST
 RD1789'SOUTH OF A ROW OF TREES.  THE PROPERTY IS OWNED BY MRS.  EULA
 RD1789'GUTTRY WHO LIVES JUST EAST OF THE STATION.  IT IS IN THE
 RD1789'SOUTHEAST 1/4 OF SECTION 9, R-6-W, T-6-S.
 RD1789'
 RD1789'TO REACH FROM THE POST OFFICE IN SHERIDAN, GO WEST ON SOUTHEAST
 RD1789'HARNEY STREET FOR 0.05 MILE TO A CROSSROAD.  TURN LEFT AND GO
 RD1789'SOUTH ON SOUTH BRIDGE STREET FOR 0.5 MILE TO STATE HIGHWAY
 RD1789'18.  GO WEST ON STATE HIGHWAY 18 FOR 1.1 MILES TO A SIDE ROAD
 RD1789'LEFT.  TURN LEFT AND GO SOUTH ON A PAVED ROAD FOR 0.85 MILE TO A
 RD1789'SIDE ROAD RIGHT.  (TO REACH THE AZIMUTH MARK, CONTINUE SOUTH,
 RD1789'EAST AND SOUTH ON THE PAVED ROAD FOR 1.0 MILE TO A FENCE CORNER
 RD1789'ON THE RIGHT AND THE MARK).  TURN RIGHT AND GO WEST ON A BLADED
 RD1789'ROAD FOR 0.1 MILE TO THE HOME OF MRS. EULA GUTTRY ON THE LEFT.
 RD1789'CONTINUE UPHILL, WEST, NORTH AND WEST ON THE BLADED ROAD FOR
 RD1789'0.4 MILE TO THE TOP OF THE RIDGE AND THE STATION ON THE LEFT.
 RD1789'
 RD1789'STATION MARKS ARE STANDARD DISKS, STAMPED GUTTRY 1972.  THE
 RD1789'SURFACE DISK IS SET IN THE TOP OF A 14-INCH CYLINDRICAL CONCRETE
 RD1789'MONUMENT WHICH IS 14 INCHES BELOW THE GROUND SURFACE.  IT IS
 RD1789'157.0 FEET SOUTHEAST OF A WITNESS POST, 156 FEET SOUTHWEST OF A
 RD1789'WITNESS POST AND 130.0 FEET SOUTH OF THE APPROXIMATE CENTER OF
 RD1789'THE BLADED ROAD.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 RD1789'MASS OF CONCRETE ABOUT 42 INCHES BELOW THE GROUND SURFACE.
 RD1789'
 RD1789'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GUTTRY NO 1 1972,
 RD1789'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 RD1789'PROJECTS 6 INCHES.  IT IS 12.0 FEET NORTH OF THE APPROXIMATE
 RD1789'CENTER OF THE ROAD AND 1.6 FEET EAST OF A WITNESS POST.
 RD1789'
 RD1789'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GUTTRY NO 2 1972,
 RD1789'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 RD1789'PROJECTS 5 INCHES.  IT IS 16.0 FEET NORTH OF THE APPROXIMATE
 RD1789'CENTER OF THE ROAD AND 1.4 FEET WEST OF A WITNESS POST.
 RD1789'
 RD1789'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED GUTTRY 1972, SET IN
 RD1789'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 RD1789'8 INCHES.  IT IS 25.0 FEET WEST OF THE CENTERLINE OF A PAVED ROAD
 RD1789'AND 2.0 FEET NORTH OF A FENCE CORNER POST WITH WITNESS SIGN
 RD1789'ATTACHED.
 RD1789'
 RD1789'HEIGHT OF LIGHT ABOVE STATION MARK 1.8 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1259 ***********************************************************************
 QE1259  DESIGNATION -  GWM 7
 QE1259  PID         -  QE1259
 QE1259  STATE/COUNTY-  OR/LANE
 QE1259  USGS QUAD   -  HECETA HEAD (1984)
 QE1259
 QE1259                         *CURRENT SURVEY CONTROL
 QE1259  ___________________________________________________________________
 QE1259* NAD 83(1986)-  44 13 25.     (N)    124 04 37.     (W)     SCALED    
 QE1259* NAVD 88     -        96.984  (meters)     318.19   (feet)  ADJUSTED  
 QE1259  ___________________________________________________________________
 QE1259  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 QE1259  DYNAMIC HT  -          96.981 (meters)     318.18  (feet)  COMP
 QE1259  MODELED GRAV-     980,587.3   (mgal)                       NAVD 88
 QE1259
 QE1259  VERT ORDER  -  FIRST     CLASS II
 QE1259
 QE1259.The horizontal coordinates were scaled from a topographic map and have
 QE1259.an estimated accuracy of +/- 6 seconds.
 QE1259
 QE1259.The orthometric height was determined by differential leveling
 QE1259.and adjusted in June 1991.
 QE1259
 QE1259.The geoid height was determined by GEOID03.
 QE1259
 QE1259.The dynamic height is computed by dividing the NAVD 88
 QE1259.geopotential number by the normal gravity value computed on the
 QE1259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1259.degrees latitude (g = 980.6199 gals.).
 QE1259
 QE1259.The modeled gravity was interpolated from observed gravity values.
 QE1259
 QE1259;                    North         East    Units  Estimated Accuracy
 QE1259;SPC OR S     -   290,150.    1,214,260.      MT  (+/- 180 meters Scaled)
 QE1259
 QE1259                          SUPERSEDED SURVEY CONTROL
 QE1259
 QE1259.No superseded survey control is available for this station.
 QE1259
 QE1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP139972(NAD 83)
 QE1259_MARKER: DD = SURVEY DISK
 QE1259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE1259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE1259_STAMPING: 314 GWM 7 1937
 QE1259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE1259+STABILITY: SURFACE MOTION
 QE1259
 QE1259  HISTORY     - Date     Condition        Report By
 QE1259  HISTORY     - 1937     MONUMENTED       CGS
 QE1259  HISTORY     - 1941     GOOD             NGS
 QE1259
 QE1259                          STATION DESCRIPTION
 QE1259
 QE1259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QE1259'2.0 MI E FROM BATHHURST HOTEL.
 QE1259'ALONG TENMILE CREEK ROAD, 2.0 MIELS EAST OF BATHHURST HOTEL (HIGHWAY
 QE1259'101), 16.3 MILES WEST OF REED, 740 FEET NORTHWEST ALONG ROAD FROM A
 QE1259'QUARTER SECTION CORNER INDICATOR, 100 FEET NORTHWEST OF A 2.0 MILE
 QE1259'POST, 14 FEET NORTH OF THE CENTER OF THE ROAD, ON THE EAST BANK OF A
 QE1259'SMALL CREEK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0208 ***********************************************************************
 PB0208  DESIGNATION -  GX 41
 PB0208  PID         -  PB0208
 PB0208  STATE/COUNTY-  OR/DESCHUTES
 PB0208  USGS QUAD   -  LAVA BUTTE (1981)
 PB0208
 PB0208                         *CURRENT SURVEY CONTROL
 PB0208  ___________________________________________________________________
 PB0208* NAD 83(1991)-  43 57 58.29371(N)    121 20 16.68619(W)     ADJUSTED  
 PB0208* NAVD 88     -      1241.742  (meters)    4073.95   (feet)  ADJUSTED  
 PB0208  ___________________________________________________________________
 PB0208  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 PB0208  GEOID HEIGHT-         -20.73  (meters)                     GEOID03
 PB0208  DYNAMIC HT  -        1241.212 (meters)    4072.21  (feet)  COMP
 PB0208  MODELED GRAV-     980,148.6   (mgal)                       NAVD 88
 PB0208
 PB0208  HORZ ORDER  -  SECOND
 PB0208  VERT ORDER  -  FIRST     CLASS II
 PB0208
 PB0208.The horizontal coordinates were established by classical geodetic methods
 PB0208.and adjusted by the National Geodetic Survey in October 1991.
 PB0208
 PB0208.The orthometric height was determined by differential leveling
 PB0208.and adjusted in June 1991.
 PB0208
 PB0208.The Laplace correction was computed from DEFLEC99 derived deflections.
 PB0208
 PB0208.The geoid height was determined by GEOID03.
 PB0208
 PB0208.The dynamic height is computed by dividing the NAVD 88
 PB0208.geopotential number by the normal gravity value computed on the
 PB0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0208.degrees latitude (g = 980.6199 gals.).
 PB0208
 PB0208.The modeled gravity was interpolated from observed gravity values.
 PB0208
 PB0208;                    North         East     Units Scale Factor Converg.
 PB0208;SPC OR S     -   255,783.739 1,432,753.282   MT  0.99999158   -0 34 23.9
 PB0208;SPC OR S     -   839,185.50  4,700,634.13   iFT  0.99999158   -0 34 23.9
 PB0208;UTM  10      - 4,869,460.643   633,328.253   MT  0.99981864   +1 09 14.4
 PB0208
 PB0208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PB0208!SPC OR S     -   0.99980858  x   0.99999158  =   0.99980016
 PB0208!UTM  10      -   0.99980858  x   0.99981864  =   0.99962725
 PB0208
 PB0208                          SUPERSEDED SURVEY CONTROL
 PB0208
 PB0208  NAD 83(1986)-  43 57 58.29910(N)    121 20 16.69210(W) AD(       ) 2
 PB0208  NAD 27      -  43 57 58.87500(N)    121 20 12.59100(W) AD(       ) 2
 PB0208  NGVD 29 (??/??/??) 1240.54   (m)         4070.0    (f) RESET       3  
 PB0208
 PB0208.Superseded values are not recommended for survey control.
 PB0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0208.See file dsdata.txt to determine how the superseded data were derived.
 PB0208
 PB0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP3332869461(NAD 83)
 PB0208_MARKER: B = BOLT
 PB0208_SETTING: 80 = SET IN A BOULDER
 PB0208_SP_SET: IN DRILL HOLE IN A BOULDER
 PB0208_MARK LOGO: NONE  
 PB0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0208+STABILITY: SURFACE MOTION
 PB0208_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PB0208+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1988
 PB0208
 PB0208  HISTORY     - Date     Condition        Report By
 PB0208  HISTORY     - 1933     MONUMENTED       CGS
 PB0208  HISTORY     - 1934     GOOD             NGS
 PB0208  HISTORY     - 1976     GOOD             NGS
 PB0208  HISTORY     - 1984     GOOD             NGS
 PB0208  HISTORY     - 19880721 GOOD             NGS
 PB0208
 PB0208                          STATION DESCRIPTION
 PB0208
 PB0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PB0208'SEE STATION BM G 41 ORHD
 PB0208
 PB0208                          STATION RECOVERY (1934)
 PB0208
 PB0208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PB0208'7.2 MI S FROM BEND.
 PB0208'7.2 MILES SOUTH ALONG THE DALLES- CALIFORNIA HIGHWAY FROM THE RAILROAD
 PB0208'STATION AT BEND, DESCHUTES COUNTY, 530 FEET NORTH OF MILEPOST 149, 595
 PB0208'FEET NORTH OF THE CROSSING OF THE TOWNSHIP LINE BETWEEN 18 AND 19
 PB0208'SOUTH WHICH IS THE BOUNDRY OF THE DESCHUTES NATIONAL FOREST, NEAR THE
 PB0208'SOUTH END OF A SMALL CUT, 55 FEET EAST OF THE HIGHWAY CENTERLINE, IN A
 PB0208'LAVA BOULDER.  AN IRON BOLT.
 PB0208
 PB0208                          STATION RECOVERY (1976)
 PB0208
 PB0208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 PB0208'RECOVERED IN GOOD CONDITION.
 PB0208
 PB0208                          STATION RECOVERY (1984)
 PB0208
 PB0208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PB0208'TO REACH FROM THE INTERSECTION OF HIGHWAYS 20 AND 97 IN BEND, GO
 PB0208'SOUTH ON 97 FOR 10.7 KM (6.7 MI) TO ENTRANCE TO HIGH DESERT MUSEUM.
 PB0208'TURN LEFT AND GO 0.3 KM (0.2 MI) TURN RIGHT ON TO A SERVICE ROAD AND
 PB0208'GO 0.3 KM (0.2 MI) TO JUNCTION WITH OLD ROAD TURN LEFT AND GO 0.08 KM
 PB0208'(0.15 MI) TO THE MARK ON THE RIGHT. THE MARK IS A BOLT SET INTO A
 PB0208'DRILL HOLE IN ROCK OUTCROP. ABOUT 180 METERS NORTH OF A GATE ACCROSS
 PB0208'OLD ROAD, 90 METER SOUTH OF DRIVEWAY, 17 METERS EAST OF THE
 PB0208'CENTERLINE OF THE ROAD AND 11.8 METERS WEST OF BM 6.41.
 PB0208
 PB0208                          STATION RECOVERY (1988)
 PB0208
 PB0208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 PB0208'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  8.5 KM
 PB0208'(5.30 MI) SOUTHERLY ALONG U.S. HIGHWAY 97 FROM THE SOUTH JUNCTION OF
 PB0208'U.S. HIGHWAY 20 IN BEND, THENCE 2.7 KM (1.70 MI) SOUTH ALONG THE OLD
 PB0208'ABANDONED HIGHWAY.  ADD--11.8 M (38.7 FT) NORTHWEST OF BENCH MARK G
 PB0208'41 ORHD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC0608 ***********************************************************************
 SC0608  DESIGNATION -  GX 46
 SC0608  PID         -  SC0608
 SC0608  STATE/COUNTY-  OR/CLATSOP
 SC0608  USGS QUAD   -  GEARHART (1973)
 SC0608
 SC0608                         *CURRENT SURVEY CONTROL
 SC0608  ___________________________________________________________________
 SC0608* NAD 83(1986)-  46 04 34.     (N)    123 55 01.     (W)     SCALED    
 SC0608* NAVD 88     -        10.047  (meters)      32.96   (feet)  ADJUSTED  
 SC0608  ___________________________________________________________________
 SC0608  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 SC0608  DYNAMIC HT  -          10.048 (meters)      32.97  (feet)  COMP
 SC0608  MODELED GRAV-     980,705.3   (mgal)                       NAVD 88
 SC0608
 SC0608  VERT ORDER  -  FIRST     CLASS II
 SC0608
 SC0608.The horizontal coordinates were scaled from a topographic map and have
 SC0608.an estimated accuracy of +/- 6 seconds.
 SC0608
 SC0608.The orthometric height was determined by differential leveling
 SC0608.and adjusted in June 1991.
 SC0608
 SC0608.The geoid height was determined by GEOID03.
 SC0608
 SC0608.The dynamic height is computed by dividing the NAVD 88
 SC0608.geopotential number by the normal gravity value computed on the
 SC0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0608.degrees latitude (g = 980.6199 gals.).
 SC0608
 SC0608.The modeled gravity was interpolated from observed gravity values.
 SC0608
 SC0608;                    North         East    Units  Estimated Accuracy
 SC0608;SPC OR N     -   273,340.    2,235,750.      MT  (+/- 180 meters Scaled)
 SC0608
 SC0608                          SUPERSEDED SURVEY CONTROL
 SC0608
 SC0608  NGVD 29 (??/??/92)    8.944  (m)           29.34   (f) ADJ UNCH    1 2
 SC0608
 SC0608.Superseded values are not recommended for survey control.
 SC0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0608.See file dsdata.txt to determine how the superseded data were derived.
 SC0608
 SC0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS290029(NAD 83)
 SC0608_MARKER: DD = SURVEY DISK
 SC0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0608_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SC0608_STAMPING: 28 GX 46 1932
 SC0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0608+STABILITY: SURFACE MOTION
 SC0608
 SC0608  HISTORY     - Date     Condition        Report By
 SC0608  HISTORY     - 1932     MONUMENTED       PG+E
 SC0608  HISTORY     - 1966     MARK NOT FOUND   NGS
 SC0608  HISTORY     - 1987     MARK NOT FOUND   NGS
 SC0608  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 SC0608
 SC0608                          STATION DESCRIPTION
 SC0608
 SC0608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 SC0608'3.6 MI N FROM GEARHART.
 SC0608'3.6 MILES NORTH ALONG OREGON COAST HIGHWAY (U.S. 101) FROM GEARHART,
 SC0608'CLATSOP COUNTY, 375 FEET WEST OF THE OLD WEST HOMESTEAD, 15 FEET NORTH
 SC0608'OF THE INTERSECTION OF AN EAST-AND-WEST ROAD, 41 FEET WEST OF THE
 SC0608'CENTER LINE OF THE HIGHWAY, 16 FEET NORTH OF A FENCE CORNER, 6 FEET
 SC0608'NORTH OF THE CROSSING OF A POWER-TRANSMISSION POLES, 1 FOOT WEST OF A
 SC0608'FENCE AND AT A WHITE WOODEN WITNESS POST.  A PACIFIC POWER AND LIGHT
 SC0608'CO. STANDARD DISK, STAMPED 28 GX 46 1932 AND SET IN THE TOP OF A
 SC0608'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.  NOTE-- A STORE AND
 SC0608'SERVICE STATION HAS BEEN BUILT IN THE VICINITY AND THE MARK MAY HAVE
 SC0608'BEEN DESTROYED.
 SC0608
 SC0608                          STATION RECOVERY (1987)
 SC0608
 SC0608'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SC0608'THIS AREA IS NOW A DRIVEWAY AND PARKING AREA.
 SC0608
 SC0608                          STATION RECOVERY (1989)
 SC0608
 SC0608'RECOVERY NOTE BY US POWER SQUADRON 1989 (MLK)
 SC0608'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0812 ***********************************************************************
 QD0812  DESIGNATION -  H
 QD0812  PID         -  QD0812
 QD0812  STATE/COUNTY-  OR/DESCHUTES
 QD0812  USGS QUAD   -  BEND (1981)
 QD0812
 QD0812                         *CURRENT SURVEY CONTROL
 QD0812  ___________________________________________________________________
 QD0812* NAD 83(1986)-  44 03 35.     (N)    121 18 24.     (W)     SCALED    
 QD0812* NAVD 88     -      1105.889  (meters)    3628.24   (feet)  POSTED    
 QD0812  ___________________________________________________________________
 QD0812  GEOID HEIGHT-         -20.93  (meters)                     GEOID03
 QD0812  DYNAMIC HT  -        1105.450 (meters)    3626.80  (feet)  COMP
 QD0812  MODELED GRAV-     980,183.3   (mgal)                       NAVD 88
 QD0812
 QD0812  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 QD0812
 QD0812.The horizontal coordinates were scaled from a topographic map and have
 QD0812.an estimated accuracy of +/- 6 seconds.
 QD0812
 QD0812.The orthometric height was determined by differential leveling
 QD0812.and adjusted by the  in 1992.
 QD0812.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 QD0812.rate of 4.1 thru 8.0 mm/km.
 QD0812
 QD0812.The geoid height was determined by GEOID03.
 QD0812
 QD0812.The dynamic height is computed by dividing the NAVD 88
 QD0812.geopotential number by the normal gravity value computed on the
 QD0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0812.degrees latitude (g = 980.6199 gals.).
 QD0812
 QD0812.The modeled gravity was interpolated from observed gravity values.
 QD0812
 QD0812;                    North         East    Units  Estimated Accuracy
 QD0812;SPC OR S     -   266,150.    1,435,370.      MT  (+/- 180 meters Scaled)
 QD0812
 QD0812                          SUPERSEDED SURVEY CONTROL
 QD0812
 QD0812  NGVD 29 (??/??/92) 1104.714  (m)         3624.38   (f) ADJ UNCH    1 2
 QD0812
 QD0812.Superseded values are not recommended for survey control.
 QD0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0812.See file dsdata.txt to determine how the superseded data were derived.
 QD0812
 QD0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP356799(NAD 83)
 QD0812_MARKER: DD = SURVEY DISK
 QD0812_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QD0812_SP_SET: PLATFORM
 QD0812_STAMPING: H 1936
 QD0812_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0812
 QD0812  HISTORY     - Date     Condition        Report By
 QD0812  HISTORY     - 1936     MONUMENTED       USGS
 QD0812  HISTORY     - 1941     GOOD             NGS
 QD0812  HISTORY     - 19880713 MARK NOT FOUND   NGS
 QD0812
 QD0812                          STATION DESCRIPTION
 QD0812
 QD0812'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QD0812'IN BEND.
 QD0812'THE MARK IS LOCATED AT THE OREGON TRUNK RAILWAY STATION, SOUTHWEST OF
 QD0812'OPERATORS WINDOW, NORTH OF WAITING ROOM DOOR, IN CONCRETE PLATFORM.
 QD0812
 QD0812                          STATION RECOVERY (1988)
 QD0812
 QD0812'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QD0812'THE STATION HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0083 ***********************************************************************
 NZ0083  DESIGNATION -  H
 NZ0083  PID         -  NZ0083
 NZ0083  STATE/COUNTY-  OR/KLAMATH
 NZ0083  USGS QUAD   -  LAKE OF THE WOODS SO (1985)
 NZ0083
 NZ0083                         *CURRENT SURVEY CONTROL
 NZ0083  ___________________________________________________________________
 NZ0083* NAD 83(1986)-  42 21 00.     (N)    122 12 31.     (W)     SCALED    
 NZ0083* NAVD 88     -      1513.20   (+/-2cm)    4964.6    (feet)  VERTCON   
 NZ0083  ___________________________________________________________________
 NZ0083  GEOID HEIGHT-         -22.65  (meters)                     GEOID03
 NZ0083  VERT ORDER  -  ? (See Below)
 NZ0083
 NZ0083.The horizontal coordinates were scaled from a topographic map and have
 NZ0083.an estimated accuracy of +/- 6 seconds.
 NZ0083
 NZ0083.The NAVD 88 height was computed by applying the VERTCON shift value to
 NZ0083.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NZ0083.The vertical order pertains to the NGVD 29 superseded value.
 NZ0083
 NZ0083.The geoid height was determined by GEOID03.
 NZ0083
 NZ0083;                    North         East    Units  Estimated Accuracy
 NZ0083;SPC OR S     -    77,340.    1,359,230.      MT  (+/- 180 meters Scaled)
 NZ0083
 NZ0083                          SUPERSEDED SURVEY CONTROL
 NZ0083
 NZ0083  NGVD 29 (??/??/92) 1511.967  (m)         4960.51   (f) ADJ UNCH    ?  
 NZ0083
 NZ0083.Superseded values are not recommended for survey control.
 NZ0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0083.See file dsdata.txt to determine how the superseded data were derived.
 NZ0083
 NZ0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM651889(NAD 83)
 NZ0083_MARKER: P = PIPE CAP
 NZ0083_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NZ0083_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NZ0083_STAMPING: 4960.192 BB H 1908
 NZ0083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0083_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NZ0083+SATELLITE: SATELLITE OBSERVATIONS - June 03, 1999
 NZ0083
 NZ0083  HISTORY     - Date     Condition        Report By
 NZ0083  HISTORY     - 1908     MONUMENTED       USGS
 NZ0083  HISTORY     - 1934     GOOD             NGS
 NZ0083  HISTORY     - 19990603 GOOD             LOCSUR
 NZ0083
 NZ0083                          STATION DESCRIPTION
 NZ0083
 NZ0083'DESCRIBED BY US GEOLOGICAL SURVEY 1908
 NZ0083'IN LAKE OF THE WOODS.
 NZ0083'AT LAKE OF THE WOODS, KLAMATH COUNTY, 2.3 MILES SOUTH OF THE T-ROAD
 NZ0083'LEADING TO THE RESORT, 0.1 MILE NORTHEAST OF SOUTH SHORE CAMP, 200
 NZ0083'FEET WEST OF THE ROAD, 100 FEET EAST OF THE LAKE BANK, 48 FEET
 NZ0083'NORTHWEST OF THE NORTHWEST CORNER OF THE ENDERS CABIN IN 1934, AND 25
 NZ0083'FEET SOUTH OF THE SOUTHEAST CORNER OF THE BEHAN (BIEHN) CABIN.  A
 NZ0083'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 4960.192 BB H
 NZ0083'1908 AND RIVETED ON THE TOP OF A 3-1/2 INCH IRON PIPE SET IN CONCRETE
 NZ0083'AND PROJECTING 9 INCHES ABOVE GROUND.
 NZ0083
 NZ0083                          STATION RECOVERY (1934)
 NZ0083
 NZ0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 NZ0083'RECOVERED IN GOOD CONDITION.
 NZ0083
 NZ0083                          STATION RECOVERY (1999)
 NZ0083
 NZ0083'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1999 (PNS)
 NZ0083'NEW CABINS, 5M SW OF CABIN A4 AND 14M NE OF CABIN A3.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0824 ***********************************************************************
 RC0824  DESIGNATION -  H 1
 RC0824  PID         -  RC0824
 RC0824  STATE/COUNTY-  OR/HOOD RIVER
 RC0824  USGS QUAD   -  WHITE SALMON (1994)
 RC0824
 RC0824                         *CURRENT SURVEY CONTROL
 RC0824  ___________________________________________________________________
 RC0824* NAD 83(1986)-  45 42 46.     (N)    121 30 00.     (W)     SCALED    
 RC0824* NAVD 88     -        29.180  (meters)      95.73   (feet)  ADJUSTED  
 RC0824  ___________________________________________________________________
 RC0824  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 RC0824  DYNAMIC HT  -          29.180 (meters)      95.73  (feet)  COMP
 RC0824  MODELED GRAV-     980,603.9   (mgal)                       NAVD 88
 RC0824
 RC0824  VERT ORDER  -  FIRST     CLASS II
 RC0824
 RC0824.The horizontal coordinates were scaled from a topographic map and have
 RC0824.an estimated accuracy of +/- 6 seconds.
 RC0824
 RC0824.The orthometric height was determined by differential leveling
 RC0824.and adjusted in June 1991.
 RC0824.WARNING-Repeat measurements at this control monument indicate possible
 RC0824.vertical movement.
 RC0824
 RC0824.The geoid height was determined by GEOID03.
 RC0824
 RC0824.The dynamic height is computed by dividing the NAVD 88
 RC0824.geopotential number by the normal gravity value computed on the
 RC0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0824.degrees latitude (g = 980.6199 gals.).
 RC0824
 RC0824.The modeled gravity was interpolated from observed gravity values.
 RC0824
 RC0824;                    North         East    Units  Estimated Accuracy
 RC0824;SPC OR N     -   227,850.    2,422,140.      MT  (+/- 180 meters Scaled)
 RC0824
 RC0824                          SUPERSEDED SURVEY CONTROL
 RC0824
 RC0824  NGVD 29 (??/??/92)   28.156  (m)           92.38   (f) ADJ UNCH    1 2
 RC0824
 RC0824.Superseded values are not recommended for survey control.
 RC0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0824.See file dsdata.txt to determine how the superseded data were derived.
 RC0824
 RC0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR167632(NAD 83)
 RC0824_MARKER: DD = SURVEY DISK
 RC0824_SETTING: 66 = SET IN ROCK OUTCROP
 RC0824_SP_SET: BED ROCK
 RC0824_STAMPING: 92 H 1 1926
 RC0824_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RC0824+STABILITY: POSITION/ELEVATION WELL
 RC0824
 RC0824  HISTORY     - Date     Condition        Report By
 RC0824  HISTORY     - 1926     MONUMENTED       PG+E
 RC0824  HISTORY     - 1941     GOOD             NGS
 RC0824  HISTORY     - 1957     MARK NOT FOUND   PG+E
 RC0824  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 RC0824
 RC0824                          STATION DESCRIPTION
 RC0824
 RC0824'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 RC0824'0.5 MI NE FROM HOOD RIVER.
 RC0824'ABOUT .5 MILE NORTHEAST OF HOOD RIVER ON THE WHITE SALMON ROAD, ON THE
 RC0824'SOUTH BANK OF THE COLUMBIA RIVER, ABOUT 23 FEET EAST OF THE CENTERLINE
 RC0824'OF THE INTERSTATE BRIDGE, ABOUT 1 FOOT SOUTH OF TIMBER BUMPER, IN
 RC0824'BEDROCK, SURROUNDED BY A CEMENT COLLAR.
 RC0824
 RC0824                          STATION RECOVERY (1957)
 RC0824
 RC0824'RECOVERY NOTE BY PACIFIC GAS AND ELECTRIC COMPANY 1957
 RC0824'MARK NOT FOUND.
 RC0824
 RC0824                          STATION RECOVERY (1989)
 RC0824
 RC0824'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RC0824'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1085 ***********************************************************************
 QD1085  DESIGNATION -  H 1
 QD1085  PID         -  QD1085
 QD1085  STATE/COUNTY-  OR/LINN
 QD1085  USGS QUAD   -  SANTIAM JUNCTION (1988)
 QD1085
 QD1085                         *CURRENT SURVEY CONTROL
 QD1085  ___________________________________________________________________
 QD1085* NAD 83(1986)-  44 26 09.     (N)    121 56 21.     (W)     SCALED    
 QD1085* NAVD 88     -      1146.181  (meters)    3760.43   (feet)  ADJUSTED  
 QD1085  ___________________________________________________________________
 QD1085  GEOID HEIGHT-         -21.33  (meters)                     GEOID03
 QD1085  DYNAMIC HT  -        1145.772 (meters)    3759.09  (feet)  COMP
 QD1085  MODELED GRAV-     980,221.3   (mgal)                       NAVD 88
 QD1085
 QD1085  VERT ORDER  -  FIRST     CLASS II
 QD1085
 QD1085.The horizontal coordinates were scaled from a topographic map and have
 QD1085.an estimated accuracy of +/- 6 seconds.
 QD1085
 QD1085.The orthometric height was determined by differential leveling
 QD1085.and adjusted in June 1991.
 QD1085
 QD1085.The geoid height was determined by GEOID03.
 QD1085
 QD1085.The dynamic height is computed by dividing the NAVD 88
 QD1085.geopotential number by the normal gravity value computed on the
 QD1085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1085.degrees latitude (g = 980.6199 gals.).
 QD1085
 QD1085.The modeled gravity was interpolated from observed gravity values.
 QD1085
 QD1085;                    North         East    Units  Estimated Accuracy
 QD1085;SPC OR N     -    86,490.    2,385,430.      MT  (+/- 180 meters Scaled)
 QD1085
 QD1085                          SUPERSEDED SURVEY CONTROL
 QD1085
 QD1085  NGVD 29 (??/??/92) 1144.981  (m)         3756.49   (f) ADJ UNCH    1 2
 QD1085
 QD1085.Superseded values are not recommended for survey control.
 QD1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1085.See file dsdata.txt to determine how the superseded data were derived.
 QD1085
 QD1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ844208(NAD 83)
 QD1085_MARKER: DD = SURVEY DISK
 QD1085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD1085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QD1085_STAMPING: 3757 23 H1
 QD1085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD1085+STABILITY: SURFACE MOTION
 QD1085
 QD1085  HISTORY     - Date     Condition        Report By
 QD1085  HISTORY     - UNK      MONUMENTED       BPR
 QD1085  HISTORY     - 1941     GOOD             NGS
 QD1085  HISTORY     - 1987     GOOD             USPSQD
 QD1085
 QD1085                          STATION DESCRIPTION
 QD1085
 QD1085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QD1085'26.21 MI W FROM SISTERS.
 QD1085'MARK IS LOCATED ALONG U.S. HWY. NO. 20 AT Y IN JUNCTION OF NORTH AND
 QD1085'SOUTH SANTIAM HIGHWAYS, 70 FEET SOUTH OF CENTER LINE OF HWY. 48 FEET
 QD1085'SOUTH OF B.P.R. STA. AND SECTION POST F.H.P. 23G/F.H.P. 23H, U.S.B.M.
 QD1085'WITNESS POST IS SET NEAR THE MARK.
 QD1085
 QD1085                          STATION RECOVERY (1987)
 QD1085
 QD1085'RECOVERY NOTE BY US POWER SQUADRON 1987 (KRN)
 QD1085'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1137 ***********************************************************************
 QD1137  DESIGNATION -  H 10
 QD1137  PID         -  QD1137
 QD1137  STATE/COUNTY-  OR/LINN
 QD1137  USGS QUAD   -  SANTIAM JUNCTION (1988)
 QD1137
 QD1137                         *CURRENT SURVEY CONTROL
 QD1137  ___________________________________________________________________
 QD1137* NAD 83(1986)-  44 25 52.     (N)    121 58 21.     (W)     SCALED    
 QD1137* NAVD 88     -      1095.476  (meters)    3594.07   (feet)  ADJUSTED  
 QD1137  ___________________________________________________________________
 QD1137  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 QD1137  DYNAMIC HT  -        1095.099 (meters)    3592.84  (feet)  COMP
 QD1137  MODELED GRAV-     980,235.4   (mgal)                       NAVD 88
 QD1137
 QD1137  VERT ORDER  -  FIRST     CLASS II
 QD1137
 QD1137.The horizontal coordinates were scaled from a topographic map and have
 QD1137.an estimated accuracy of +/- 6 seconds.
 QD1137
 QD1137.The orthometric height was determined by differential leveling
 QD1137.and adjusted in June 1991.
 QD1137
 QD1137.The geoid height was determined by GEOID03.
 QD1137
 QD1137.The dynamic height is computed by dividing the NAVD 88
 QD1137.geopotential number by the normal gravity value computed on the
 QD1137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1137.degrees latitude (g = 980.6199 gals.).
 QD1137
 QD1137.The modeled gravity was interpolated from observed gravity values.
 QD1137
 QD1137;                    North         East    Units  Estimated Accuracy
 QD1137;SPC OR N     -    86,020.    2,382,760.      MT  (+/- 180 meters Scaled)
 QD1137
 QD1137                          SUPERSEDED SURVEY CONTROL
 QD1137
 QD1137  NGVD 29 (??/??/92) 1094.282  (m)         3590.16   (f) ADJ UNCH    1 2
 QD1137
 QD1137.Superseded values are not recommended for survey control.
 QD1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1137.See file dsdata.txt to determine how the superseded data were derived.
 QD1137
 QD1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ817202(NAD 83)
 QD1137_MARKER: DD = SURVEY DISK
 QD1137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD1137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QD1137_STAMPING: 3591 23 H 10 1934
 QD1137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD1137+STABILITY: SURFACE MOTION
 QD1137
 QD1137  HISTORY     - Date     Condition        Report By
 QD1137  HISTORY     - 1934     MONUMENTED       BPR
 QD1137  HISTORY     - 1963     GOOD             NGS
 QD1137  HISTORY     - 19860425 GOOD             USPSQD
 QD1137
 QD1137                          STATION DESCRIPTION
 QD1137
 QD1137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 QD1137'1.8 MI W FROM SANTIAM JUNCTION.
 QD1137'1.8 MILES WEST ALONG U.S. HIGHWAY 20 FROM THE MOBIL SERVICE STATION
 QD1137'AND STORE AT SANTIAM JUNCTION, 132 FEET SOUTHEAST AND ACROSS THE
 QD1137'HIGHWAY FROM BENCH MARK H 11 (U.S.B.P.R.), 66 FEET SOUTHEAST OF THE
 QD1137'CENTER OF THE HIGHWAY AND 1 FOOT NORTH OF A ROCK CAIRN.  THE MONUMENT
 QD1137'PROJECTS 10 INCHES.
 QD1137
 QD1137                          STATION RECOVERY (1986)
 QD1137
 QD1137'RECOVERY NOTE BY US POWER SQUADRON 1986 (RCC)
 QD1137'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0205 ***********************************************************************
 PB0205  DESIGNATION -  H 102
 PB0205  PID         -  PB0205
 PB0205  STATE/COUNTY-  OR/DESCHUTES
 PB0205  USGS QUAD   -  LAVA BUTTE (1981)
 PB0205
 PB0205                         *CURRENT SURVEY CONTROL
 PB0205  ___________________________________________________________________
 PB0205* NAD 83(1986)-  43 59 44.     (N)    121 20 07.     (W)     SCALED    
 PB0205* NAVD 88     -      1191.734  (meters)    3909.88   (feet)  ADJUSTED  
 PB0205  ___________________________________________________________________
 PB0205  GEOID HEIGHT-         -20.79  (meters)                     GEOID03
 PB0205  DYNAMIC HT  -        1191.240 (meters)    3908.26  (feet)  COMP
 PB0205  MODELED GRAV-     980,163.1   (mgal)                       NAVD 88
 PB0205
 PB0205  VERT ORDER  -  FIRST     CLASS II
 PB0205
 PB0205.The horizontal coordinates were scaled from a topographic map and have
 PB0205.an estimated accuracy of +/- 6 seconds.
 PB0205
 PB0205.The orthometric height was determined by differential leveling
 PB0205.and adjusted in June 1991.
 PB0205
 PB0205.The geoid height was determined by GEOID03.
 PB0205
 PB0205.The dynamic height is computed by dividing the NAVD 88
 PB0205.geopotential number by the normal gravity value computed on the
 PB0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0205.degrees latitude (g = 980.6199 gals.).
 PB0205
 PB0205.The modeled gravity was interpolated from observed gravity values.
 PB0205
 PB0205;                    North         East    Units  Estimated Accuracy
 PB0205;SPC OR S     -   259,040.    1,433,000.      MT  (+/- 180 meters Scaled)
 PB0205
 PB0205                          SUPERSEDED SURVEY CONTROL
 PB0205
 PB0205  NGVD 29 (??/??/??) 1190.57   (m)         3906.1    (f) RESET       3  
 PB0205
 PB0205.Superseded values are not recommended for survey control.
 PB0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0205.See file dsdata.txt to determine how the superseded data were derived.
 PB0205
 PB0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP334727(NAD 83)
 PB0205_MARKER: DB = BENCH MARK DISK
 PB0205_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PB0205_SP_SET: ABUTMENT
 PB0205_STAMPING: H 102 1933
 PB0205_MARK LOGO: CGS   
 PB0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0205+STABILITY: SURFACE MOTION
 PB0205_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PB0205+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1988
 PB0205
 PB0205  HISTORY     - Date     Condition        Report By
 PB0205  HISTORY     - 1933     MONUMENTED       CGS
 PB0205  HISTORY     - 1976     GOOD             NGS
 PB0205  HISTORY     - 19880721 GOOD             NGS
 PB0205
 PB0205                          STATION DESCRIPTION
 PB0205
 PB0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PB0205'5.5 MI S FROM BEND.
 PB0205'ABOUT 5.5 MILES SOUTH ALONG THE DALLES-CALIFORNIA HIGHWAY FROM BEND,
 PB0205'DESCHUTES COUNTY, ABOUT 500 FEET WEST OF MILEAGE 146.9, AT THE
 PB0205'SOUTHEAST CORNER OF THE GREAT NORTHERN RAILWAY BRIDGE OVER THE ARNOLD
 PB0205'DITCH, IN THE TOP OF THE ABUTMENT.  A STANDARD DISK STAMPED H 102
 PB0205'1933.
 PB0205
 PB0205                          STATION RECOVERY (1976)
 PB0205
 PB0205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 PB0205'RECOVERED IN GOOD CONDITION.
 PB0205
 PB0205                          STATION RECOVERY (1988)
 PB0205
 PB0205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 PB0205'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  7.8 KM
 PB0205'(4.85 MI) SOUTHERLY ALONG U.S. HIGHWAY 97 FROM THE SOUTH JUNCTION OF
 PB0205'U.S. HIGHWAY 20 IN BEND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1496 ***********************************************************************
 QE1496  DESIGNATION -  H 103
 QE1496  PID         -  QE1496
 QE1496  STATE/COUNTY-  OR/LINN
 QE1496  USGS QUAD   -  HARRISBURG (1969)
 QE1496
 QE1496                         *CURRENT SURVEY CONTROL
 QE1496  ___________________________________________________________________
 QE1496* NAD 83(1986)-  44 16 01.     (N)    123 10 25.     (W)     SCALED    
 QE1496* NAVD 88     -        98.844  (meters)     324.29   (feet)  ADJUSTED  
 QE1496  ___________________________________________________________________
 QE1496  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 QE1496  DYNAMIC HT  -          98.835 (meters)     324.26  (feet)  COMP
 QE1496  MODELED GRAV-     980,518.2   (mgal)                       NAVD 88
 QE1496
 QE1496  VERT ORDER  -  FIRST     CLASS II
 QE1496
 QE1496.The horizontal coordinates were scaled from a topographic map and have
 QE1496.an estimated accuracy of +/- 6 seconds.
 QE1496
 QE1496.The orthometric height was determined by differential leveling
 QE1496.and adjusted in June 1991.
 QE1496
 QE1496.The geoid height was determined by GEOID03.
 QE1496
 QE1496.The dynamic height is computed by dividing the NAVD 88
 QE1496.geopotential number by the normal gravity value computed on the
 QE1496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1496.degrees latitude (g = 980.6199 gals.).
 QE1496
 QE1496.The modeled gravity was interpolated from observed gravity values.
 QE1496
 QE1496;                    North         East    Units  Estimated Accuracy
 QE1496;SPC OR N     -    70,240.    2,286,560.      MT  (+/- 180 meters Scaled)
 QE1496
 QE1496                          SUPERSEDED SURVEY CONTROL
 QE1496
 QE1496.No superseded survey control is available for this station.
 QE1496
 QE1496_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ861015(NAD 83)
 QE1496_MARKER: DB = BENCH MARK DISK
 QE1496_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QE1496_SP_SET: ABUTMENT
 QE1496_STAMPING: H 103 1926 230
 QE1496_MARK LOGO: ORHD  
 QE1496_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QE1496+STABILITY: POSITION/ELEVATION WELL
 QE1496
 QE1496  HISTORY     - Date     Condition        Report By
 QE1496  HISTORY     - 1926     MONUMENTED       ORHD
 QE1496  HISTORY     - 1987     GOOD             NGS
 QE1496
 QE1496                          STATION DESCRIPTION
 QE1496
 QE1496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QE1496'21.1 KM (13.10 MI) NORTH FROM EUGENE.
 QE1496'15.7 KM (9.75 MI) NORTHERLY ALONG STATE HIGHWAY 99 FROM ITS JUNCTION
 QE1496'WITH BELT LINE ROAD IN EUGENE, THENCE 5.4 KM (3.35 MI) NORTHEASTERLY
 QE1496'ALONG STATE HIGHWAY 99E, IN THE NORTH END OF THE EAST ABUTMENT OF THE
 QE1496'BRIDGE SPANNING THE WILLAMETTE RIVER, 0.08 KM (0.05 MI) EAST OF THE
 QE1496'LANE COUNTY LINE, 6.1 M (20.0 FT) NORTH OF THE CENTERLINE OF THE
 QE1496'HIGHWAY, 0.3 M (1.0 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE
 QE1496'NORTH GUARDRAIL, AND 0.1 M (0.3 FT) SOUTH OF THE NORTH END OF THE
 QE1496'ABUTMENT.
 QE1496'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0329 ***********************************************************************
 RD0329  DESIGNATION -  H 104
 RD0329  PID         -  RD0329
 RD0329  STATE/COUNTY-  OR/MULTNOMAH
 RD0329  USGS QUAD   -  PORTLAND (1990)
 RD0329
 RD0329                         *CURRENT SURVEY CONTROL
 RD0329  ___________________________________________________________________
 RD0329* NAD 83(1986)-  45 30 44.     (N)    122 40 04.     (W)     SCALED    
 RD0329* NAVD 88     -        11.788  (meters)      38.67   (feet)  ADJUSTED  
 RD0329  ___________________________________________________________________
 RD0329  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 RD0329  DYNAMIC HT  -          11.788 (meters)      38.67  (feet)  COMP
 RD0329  MODELED GRAV-     980,628.7   (mgal)                       NAVD 88
 RD0329
 RD0329  VERT ORDER  -  FIRST     CLASS II
 RD0329
 RD0329.The horizontal coordinates were scaled from a topographic map and have
 RD0329.an estimated accuracy of +/- 6 seconds.
 RD0329
 RD0329.The orthometric height was determined by differential leveling
 RD0329.and adjusted in June 1991.
 RD0329
 RD0329.The geoid height was determined by GEOID03.
 RD0329
 RD0329.The dynamic height is computed by dividing the NAVD 88
 RD0329.geopotential number by the normal gravity value computed on the
 RD0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0329.degrees latitude (g = 980.6199 gals.).
 RD0329
 RD0329.The modeled gravity was interpolated from observed gravity values.
 RD0329
 RD0329;                    North         East    Units  Estimated Accuracy
 RD0329;SPC OR N     -   207,360.    2,330,640.      MT  (+/- 180 meters Scaled)
 RD0329
 RD0329                          SUPERSEDED SURVEY CONTROL
 RD0329
 RD0329  NGVD 29 (??/??/92)   10.721  (m)           35.17   (f) ADJ UNCH    1 2
 RD0329
 RD0329.Superseded values are not recommended for survey control.
 RD0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0329.See file dsdata.txt to determine how the superseded data were derived.
 RD0329
 RD0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER259399(NAD 83)
 RD0329_MARKER: DB = BENCH MARK DISK
 RD0329_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD0329_SP_SET: RETAING WALL
 RD0329_STAMPING: H 104 1934
 RD0329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0329
 RD0329  HISTORY     - Date     Condition        Report By
 RD0329  HISTORY     - 1934     MONUMENTED       CGS
 RD0329  HISTORY     - 1988     GOOD             USPSQD
 RD0329  HISTORY     - 1989     GOOD             USPSQD
 RD0329  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 RD0329  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 RD0329  HISTORY     - 1990     GOOD             USPSQD
 RD0329  HISTORY     - 19940219 MARK NOT FOUND   USPSQD
 RD0329  HISTORY     - 20010426 MARK NOT FOUND   USPSQD
 RD0329
 RD0329                          STATION DESCRIPTION
 RD0329
 RD0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RD0329'IN PORTLAND.
 RD0329'SET VERTICALLY IN THE NORTH FACE OF CONCRETE RETAINING WALL UNDER THE
 RD0329'EAST END OF THE HAWTHORNE AVE.  BRIDGE OVER WILLAMETTE RIVER, ABOUT
 RD0329'250 FEET EAST OF WATE EDGE, 16 FEET EAST OF THE WEST EDGE OF RETAINING
 RD0329'WALL, 3 1/2 FEET ABOVE LEVEL OF GROUND.
 RD0329
 RD0329                          STATION RECOVERY (1988)
 RD0329
 RD0329'RECOVERY NOTE BY US POWER SQUADRON 1988 (KRN)
 RD0329'RECOVERED IN GOOD CONDITION.
 RD0329
 RD0329                          STATION RECOVERY (1989)
 RD0329
 RD0329'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RD0329'RECOVERED IN GOOD CONDITION.
 RD0329
 RD0329                          STATION RECOVERY (1989)
 RD0329
 RD0329'RECOVERY NOTE BY US POWER SQUADRON 1989 (FV)
 RD0329'MARK NOT FOUND.
 RD0329
 RD0329                          STATION RECOVERY (1990)
 RD0329
 RD0329'RECOVERY NOTE BY US POWER SQUADRON 1990 (FV)
 RD0329'MARK NOT FOUND.
 RD0329
 RD0329                          STATION RECOVERY (1990)
 RD0329
 RD0329'RECOVERY NOTE BY US POWER SQUADRON 1990 (KRN)
 RD0329'RECOVERED IN GOOD CONDITION.
 RD0329
 RD0329                          STATION RECOVERY (1994)
 RD0329
 RD0329'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD0329'MARK NOT FOUND.
 RD0329
 RD0329                          STATION RECOVERY (2001)
 RD0329
 RD0329'RECOVERY NOTE BY US POWER SQUADRON 2001 (KK)
 RD0329'MARK NOT FOUND. RETAINING WALL WAS REBUILT OR RESURFACED DURING BRIDGE
 RD0329'RENOVATION IN 1998-99.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0332 ***********************************************************************
 OA0332  DESIGNATION -  H 105
 OA0332  PID         -  OA0332
 OA0332  STATE/COUNTY-  OR/DOUGLAS
 OA0332  USGS QUAD   -  REEDSPORT (1985)
 OA0332
 OA0332                         *CURRENT SURVEY CONTROL
 OA0332  ___________________________________________________________________
 OA0332* NAD 83(1986)-  43 43 00.     (N)    124 05 53.     (W)     SCALED    
 OA0332* NAVD 88     -        14.244  (meters)      46.73   (feet)  ADJUSTED  
 OA0332  ___________________________________________________________________
 OA0332  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 OA0332  DYNAMIC HT  -          14.243 (meters)      46.73  (feet)  COMP
 OA0332  MODELED GRAV-     980,523.1   (mgal)                       NAVD 88
 OA0332
 OA0332  VERT ORDER  -  FIRST     CLASS II
 OA0332
 OA0332.The horizontal coordinates were scaled from a topographic map and have
 OA0332.an estimated accuracy of +/- 6 seconds.
 OA0332
 OA0332.The orthometric height was determined by differential leveling
 OA0332.and adjusted in June 1991.
 OA0332
 OA0332.The geoid height was determined by GEOID03.
 OA0332
 OA0332.The dynamic height is computed by dividing the NAVD 88
 OA0332.geopotential number by the normal gravity value computed on the
 OA0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0332.degrees latitude (g = 980.6199 gals.).
 OA0332
 OA0332.The modeled gravity was interpolated from observed gravity values.
 OA0332
 OA0332;                    North         East    Units  Estimated Accuracy
 OA0332;SPC OR S     -   233,950.    1,210,150.      MT  (+/- 180 meters Scaled)
 OA0332
 OA0332                          SUPERSEDED SURVEY CONTROL
 OA0332
 OA0332  NGVD 29 (??/??/92)   13.153  (m)           43.15   (f) ADJ UNCH    1 2
 OA0332
 OA0332.Superseded values are not recommended for survey control.
 OA0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0332.See file dsdata.txt to determine how the superseded data were derived.
 OA0332
 OA0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP115409(NAD 83)
 OA0332_MARKER: DD = SURVEY DISK
 OA0332_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OA0332_SP_SET: BRIDGE
 OA0332_STAMPING: H 105
 OA0332_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OA0332
 OA0332  HISTORY     - Date     Condition        Report By
 OA0332  HISTORY     - UNK      MONUMENTED       ORHD
 OA0332  HISTORY     - 1941     GOOD             NGS
 OA0332  HISTORY     - 1985     GOOD             USPSQD
 OA0332  HISTORY     - 1988     GOOD             USPSQD
 OA0332  HISTORY     - 20050809 GOOD             GEOCAC
 OA0332
 OA0332                          STATION DESCRIPTION
 OA0332
 OA0332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 OA0332'0.55 MI N FROM REEDSPORT.
 OA0332'ALONG THE OREGON COAST HIGHWAY (U.S.101), ON SOUTH SIDE OF BOLON
 OA0332'ISLAND, NORTHEAST CORNER OF HIGHWAY BRIDGE OVER UMPQUA RIVER, IN WALK
 OA0332'NEAR END POST.
 OA0332
 OA0332                          STATION RECOVERY (1985)
 OA0332
 OA0332'RECOVERY NOTE BY US POWER SQUADRON 1985
 OA0332'RECOVERED IN GOOD CONDITION.
 OA0332
 OA0332                          STATION RECOVERY (1988)
 OA0332
 OA0332'RECOVERY NOTE BY US POWER SQUADRON 1988 (AES)
 OA0332'RECOVERED IN GOOD CONDITION.
 OA0332
 OA0332                          STATION RECOVERY (2005)
 OA0332
 OA0332'RECOVERY NOTE BY GEOCACHING 2005 (HMT)
 OA0332'HANDHELD COORDINATES N 43 42 40.0, W 124 06 00.2
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0998 ***********************************************************************
 QE0998  DESIGNATION -  H 106
 QE0998  PID         -  QE0998
 QE0998  STATE/COUNTY-  OR/POLK
 QE0998  USGS QUAD   -  VALSETZ (1974)
 QE0998
 QE0998                         *CURRENT SURVEY CONTROL
 QE0998  ___________________________________________________________________
 QE0998* NAD 83(1986)-  44 49 48.     (N)    123 38 28.     (W)     SCALED    
 QE0998* NAVD 88     -       338.067  (meters)    1109.14   (feet)  ADJUSTED  
 QE0998  ___________________________________________________________________
 QE0998  GEOID HEIGHT-         -21.43  (meters)                     GEOID03
 QE0998  DYNAMIC HT  -         338.059 (meters)    1109.12  (feet)  COMP
 QE0998  MODELED GRAV-     980,580.8   (mgal)                       NAVD 88
 QE0998
 QE0998  VERT ORDER  -  SECOND    CLASS 0
 QE0998
 QE0998.The horizontal coordinates were scaled from a topographic map and have
 QE0998.an estimated accuracy of +/- 6 seconds.
 QE0998
 QE0998.The orthometric height was determined by differential leveling
 QE0998.and adjusted in June 1991.
 QE0998
 QE0998.The geoid height was determined by GEOID03.
 QE0998
 QE0998.The dynamic height is computed by dividing the NAVD 88
 QE0998.geopotential number by the normal gravity value computed on the
 QE0998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0998.degrees latitude (g = 980.6199 gals.).
 QE0998
 QE0998.The modeled gravity was interpolated from observed gravity values.
 QE0998
 QE0998;                    North         East    Units  Estimated Accuracy
 QE0998;SPC OR N     -   134,100.    2,251,690.      MT  (+/- 180 meters Scaled)
 QE0998
 QE0998                          SUPERSEDED SURVEY CONTROL
 QE0998
 QE0998  NGVD 29 (??/??/92)  337.041  (m)         1105.78   (f) ADJ UNCH    2 0
 QE0998
 QE0998.Superseded values are not recommended for survey control.
 QE0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0998.See file dsdata.txt to determine how the superseded data were derived.
 QE0998
 QE0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ493642(NAD 83)
 QE0998_MARKER: DB = BENCH MARK DISK
 QE0998_SETTING: 0 = UNSPECIFIED SETTING
 QE0998_STAMPING: H 106 1934
 QE0998_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0998
 QE0998  HISTORY     - Date     Condition        Report By
 QE0998  HISTORY     - 1934     MONUMENTED       CGS
 QE0998  HISTORY     - 1973     MARK NOT FOUND   NGS
 QE0998
 QE0998                          STATION DESCRIPTION
 QE0998
 QE0998'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QE0998'0.6 MI E FROM VALSETZ.
 QE0998'0.6 MILE EAST, ALONG FALLS CITY ROAD.  ALONG THE VALSETZ-FALLS CITY
 QE0998'ROAD, AT JUNCTION WITH ROAD SOUTHWEST TO TOLEDO, 21 FEET SOUTH OF
 QE0998'CENTER OF JUNCTION, 10 1/2 FEET NORTH OF SPUR LINE OF VALLEY-SILETZ
 QE0998'RAILROAD, TO LUMBER CAMP, 8 FEET SOUTHEAST OF TELEGRAPH POLE.
 QE0998
 QE0998                          STATION RECOVERY (1973)
 QE0998
 QE0998'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 QE0998'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0224 ***********************************************************************
 RD0224  DESIGNATION -  H 107 RESET
 RD0224  PID         -  RD0224
 RD0224  STATE/COUNTY-  OR/CLACKAMAS
 RD0224  USGS QUAD   -  CHERRYVILLE (1997)
 RD0224
 RD0224                         *CURRENT SURVEY CONTROL
 RD0224  ___________________________________________________________________
 RD0224* NAD 83(1986)-  45 22 03.     (N)    122 09 42.     (W)     SCALED    
 RD0224* NAVD 88     -       371.49   (+/-2cm)    1218.8    (feet)  VERTCON   
 RD0224  ___________________________________________________________________
 RD0224  GEOID HEIGHT-         -22.27  (meters)                     GEOID03
 RD0224  VERT ORDER  -  THIRD (See Below)
 RD0224
 RD0224.The horizontal coordinates were scaled from a topographic map and have
 RD0224.an estimated accuracy of +/- 6 seconds.
 RD0224
 RD0224.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD0224.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD0224.The vertical order pertains to the NGVD 29 superseded value.
 RD0224
 RD0224.The geoid height was determined by GEOID03.
 RD0224
 RD0224;                    North         East    Units  Estimated Accuracy
 RD0224;SPC OR N     -   190,340.    2,369,850.      MT  (+/- 180 meters Scaled)
 RD0224
 RD0224                          SUPERSEDED SURVEY CONTROL
 RD0224
 RD0224  NGVD 29 (??/??/??)  370.44   (m)         1215.4    (f) RESET       3  
 RD0224
 RD0224.Superseded values are not recommended for survey control.
 RD0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0224.See file dsdata.txt to determine how the superseded data were derived.
 RD0224
 RD0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER656241(NAD 83)
 RD0224_MARKER: DB = BENCH MARK DISK
 RD0224_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RD0224_SP_SET: BRIDGE
 RD0224_STAMPING: H 107 RESET 1960
 RD0224_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RD0224_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RD0224+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2004
 RD0224
 RD0224  HISTORY     - Date     Condition        Report By
 RD0224  HISTORY     - 1960     MONUMENTED       CGS
 RD0224  HISTORY     - 20040828 GOOD             USPSQD
 RD0224
 RD0224                          STATION DESCRIPTION
 RD0224
 RD0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 RD0224'5.4 MI E FROM SANDY.
 RD0224'THIS MARK IS LOCATED 5.4 MILES EAST ALONG U.S. HIGHWAY 26 FROM THE
 RD0224'POST OFFICE AT SANDY, IN THE NORTH CONCRETE HEADWALL OF THE NEW
 RD0224'CONCRETE BRIDGE OVER CEDAR CREEK, AND IN THE CENTER OF THE NORTHWEST
 RD0224'CORNER OF THE HEADWALL OF THE BRIDGE.
 RD0224
 RD0224                          STATION RECOVERY (2004)
 RD0224
 RD0224'RECOVERY NOTE BY US POWER SQUADRON 2004 (DLM)
 RD0224'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1225 ***********************************************************************
 RC1225  DESIGNATION -  H 108
 RC1225  PID         -  RC1225
 RC1225  STATE/COUNTY-  OR/WASCO
 RC1225  USGS QUAD   -  FOREMAN POINT (1996)
 RC1225
 RC1225                         *CURRENT SURVEY CONTROL
 RC1225  ___________________________________________________________________
 RC1225* NAD 83(1986)-  45 06 23.     (N)    121 23 35.     (W)     SCALED    
 RC1225* NAVD 88     -       788.637  (meters)    2587.39   (feet)  ADJUSTED  
 RC1225  ___________________________________________________________________
 RC1225  GEOID HEIGHT-         -21.20  (meters)                     GEOID03
 RC1225  DYNAMIC HT  -         788.471 (meters)    2586.84  (feet)  COMP
 RC1225  MODELED GRAV-     980,380.5   (mgal)                       NAVD 88
 RC1225
 RC1225  VERT ORDER  -  SECOND    CLASS 0
 RC1225
 RC1225.The horizontal coordinates were scaled from a topographic map and have
 RC1225.an estimated accuracy of +/- 6 seconds.
 RC1225
 RC1225.The orthometric height was determined by differential leveling
 RC1225.and adjusted in June 1991.
 RC1225
 RC1225.The geoid height was determined by GEOID03.
 RC1225
 RC1225.The dynamic height is computed by dividing the NAVD 88
 RC1225.geopotential number by the normal gravity value computed on the
 RC1225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1225.degrees latitude (g = 980.6199 gals.).
 RC1225
 RC1225.The modeled gravity was interpolated from observed gravity values.
 RC1225
 RC1225;                    North         East    Units  Estimated Accuracy
 RC1225;SPC OR N     -   160,370.    2,429,730.      MT  (+/- 180 meters Scaled)
 RC1225
 RC1225                          SUPERSEDED SURVEY CONTROL
 RC1225
 RC1225  NGVD 29 (??/??/92)  787.565  (m)         2583.87   (f) ADJ UNCH    2 0
 RC1225
 RC1225.Superseded values are not recommended for survey control.
 RC1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1225.See file dsdata.txt to determine how the superseded data were derived.
 RC1225
 RC1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ264960(NAD 83)
 RC1225_MARKER: DB = BENCH MARK DISK
 RC1225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC1225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC1225_STAMPING: H 108 1934
 RC1225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1225+STABILITY: SURFACE MOTION
 RC1225
 RC1225  HISTORY     - Date     Condition        Report By
 RC1225  HISTORY     - 1934     MONUMENTED       CGS
 RC1225  HISTORY     - 1985     GOOD             USPSQD
 RC1225
 RC1225                          STATION DESCRIPTION
 RC1225
 RC1225'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RC1225'6.9 MI E FROM BEAR SPRINGS.
 RC1225'6.9 MILES EAST ALONG THE WAPINITIA HIGHWAY (OREGON 50) FROM BEAR
 RC1225'SPRINGS, WASCO COUNTY, ABOUT 8 MILES WEST OF WAPINITIA, ABOUT 3.4
 RC1225'MILES EAST OF THE EAST BOUNDARY OF THE MOUNT HOOD NATIONAL FOREST,
 RC1225'ABOUT 46 YARDS EAST OF THE JUNCTION OF THE ROAD LEADING TO THE STEWART
 RC1225'LUMBER CO. PROPERTY, 20 FEET EAST OF THE SOUTHWEST END OF A
 RC1225'GALVANIZED-IRON PIPE CULVERT UNDER THE HIGHWAY, AND 33 FEET SOUTHWEST
 RC1225'OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED H 108
 RC1225'1934 AND SET IN THE TOP OF A CONCRETE POST.
 RC1225
 RC1225                          STATION RECOVERY (1985)
 RC1225
 RC1225'RECOVERY NOTE BY US POWER SQUADRON 1985
 RC1225'NEW DESC. FROM THE PINE GROVE MERC. STORE GO WEST ON HWY. 216 FOR 1.9
 RC1225'MILES TO A ROAD LEADING NORTH (FORMER STEWART LBR. CO.RD). CABLE BOX
 RC1225'NO. B 16 AT NORTHWEST CORNER OF THIS INTERSECTION. STATION IS ON
 RC1225'SOUTH SIDE OF HWY 216, 47 PACES EAST OF CENTER OR ROAD LEADING NORTH,
 RC1225'18 PACES EAST OF A 36' SINGLE TREE AND 30-FT. SOUTH OF CENTER OF HWY.
 RC1225'WITNESS POST ROTTED OFF AND GONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1494 ***********************************************************************
 RC1494  DESIGNATION -  H 109
 RC1494  PID         -  RC1494
 RC1494  STATE/COUNTY-  OR/HOOD RIVER
 RC1494  USGS QUAD   -  HOOD RIVER (1994)
 RC1494
 RC1494                         *CURRENT SURVEY CONTROL
 RC1494  ___________________________________________________________________
 RC1494* NAD 83(2007)-  45 38 33.76746(N)    121 30 50.41855(W)     ADJUSTED  
 RC1494* NAVD 88     -       180.782  (meters)     593.12   (feet)  ADJUSTED  
 RC1494  ___________________________________________________________________
 RC1494  EPOCH DATE  -        2007.00
 RC1494  X           -  -2,334,885.796 (meters)                     COMP
 RC1494  Y           -  -3,808,097.608 (meters)                     COMP
 RC1494  Z           -   4,537,686.648 (meters)                     COMP
 RC1494  LAPLACE CORR-           3.18  (seconds)                    DEFLEC99
 RC1494  ELLIP HEIGHT-         159.479 (meters)          (02/10/07) ADJUSTED
 RC1494  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 RC1494  DYNAMIC HT  -         180.770 (meters)     593.08  (feet)  COMP
 RC1494
 RC1494  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 RC1494  Type    PID    Designation                      North   East  Ellip
 RC1494  -------------------------------------------------------------------
 RC1494  NETWORK RC1494 H 109                             0.90   0.67   3.06
 RC1494  -------------------------------------------------------------------
 RC1494  MODELED GRAV-     980,545.0   (mgal)                       NAVD 88
 RC1494
 RC1494  VERT ORDER  -  SECOND    CLASS 0
 RC1494
 RC1494.The horizontal coordinates were established by GPS observations
 RC1494.and adjusted by the National Geodetic Survey in February 2007.
 RC1494
 RC1494.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 RC1494.See www.ngs.noaa.gov/NationalReadjustment for more information.
 RC1494.The horizontal coordinates are valid at the epoch date displayed above.
 RC1494.The epoch date for horizontal control is a decimal equivalence
 RC1494.of Year/Month/Day.
 RC1494
 RC1494.The orthometric height was determined by differential leveling
 RC1494.and adjusted in June 1991.
 RC1494
 RC1494.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RC1494
 RC1494.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC1494
 RC1494.The ellipsoidal height was determined by GPS observations
 RC1494.and is referenced to NAD 83.
 RC1494
 RC1494.The geoid height was determined by GEOID03.
 RC1494
 RC1494.The dynamic height is computed by dividing the NAVD 88
 RC1494.geopotential number by the normal gravity value computed on the
 RC1494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1494.degrees latitude (g = 980.6199 gals.).
 RC1494
 RC1494.The modeled gravity was interpolated from observed gravity values.
 RC1494
 RC1494;                    North         East     Units Scale Factor Converg.
 RC1494;SPC OR N     -   220,080.663 2,420,955.490   MT  0.99992878   -0 43 08.8
 RC1494;SPC OR N     -   722,049.42  7,942,767.36   iFT  0.99992878   -0 43 08.8
 RC1494;UTM  10      - 5,055,425.544   615,802.095   MT  0.99976487   +1 03 45.3
 RC1494
 RC1494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC1494!SPC OR N     -   0.99997500  x   0.99992878  =   0.99990378
 RC1494!UTM  10      -   0.99997500  x   0.99976487  =   0.99973987
 RC1494
 RC1494                          SUPERSEDED SURVEY CONTROL
 RC1494
 RC1494  NAD 83(1998)-  45 38 33.76673(N)    121 30 50.41970(W) AD(       ) B
 RC1494  ELLIP H (02/26/02)  159.467  (m)                       GP(       ) 3 2
 RC1494  NAVD 88 (02/26/02)  180.92   (m)          593.6    (f) LEVELING    3  
 RC1494  NGVD 29 (??/??/92)  179.746  (m)          589.72   (f) ADJ UNCH    2 0
 RC1494
 RC1494.Superseded values are not recommended for survey control.
 RC1494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1494.See file dsdata.txt to determine how the superseded data were derived.
 RC1494
 RC1494_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR1580255426(NAD 83)
 RC1494_MARKER: DD = SURVEY DISK
 RC1494_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RC1494_SP_SET: WING WALL OF CONCRETE BRIDGE
 RC1494_STAMPING: H 109 1934
 RC1494_MARK LOGO: CGS   
 RC1494_MAGNETIC: N = NO MAGNETIC MATERIAL
 RC1494_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RC1494_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RC1494+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2000
 RC1494
 RC1494  HISTORY     - Date     Condition        Report By
 RC1494  HISTORY     - 1934     MONUMENTED       CGS
 RC1494  HISTORY     - 1961     GOOD             NGS
 RC1494  HISTORY     - 20001010 GOOD             OR-065
 RC1494  HISTORY     - 20020620 MARK NOT FOUND   USACE
 RC1494
 RC1494                          STATION DESCRIPTION
 RC1494
 RC1494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RC1494'5.0 MI SE FROM HOOD RIVER.
 RC1494'REACHED FROM THE NORTH END OF THE BRIDGE OVER THE HOOD RIVER AT THE
 RC1494'TOWN OF HOOD RIVER, GO SOUTHEAST ON STATE HIGHWAY 35 FOR 5.0 MILES,
 RC1494'THIS IS ABOUT 0.3 MILE SOUTH OF A RAIL ROAD UNDERPASS, LOCATED IN THE
 RC1494'SOUTHWEST WING WALL OF THE CONCRETE BRIDGE OVER NEAL CREEK.  NOTE--
 RC1494'THERE IS NOW A NEW BRIDGE OVER NEAL CREEK.  AN OSHD TABLET IS LOCATED
 RC1494'ON THE NORTHWEST CORNER OF THE BRIDGE AND IS STAMPED H 109 RESET 1971.
 RC1494
 RC1494                          STATION RECOVERY (2000)
 RC1494
 RC1494'RECOVERY NOTE BY WASCO COUNTY OREGON 2000 (DGI)
 RC1494'RECOVERED AS DESCRIBED
 RC1494' 
 RC1494'
 RC1494
 RC1494                          STATION RECOVERY (2002)
 RC1494
 RC1494'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (CLB)
 RC1494'AFTER AN EXHAUSTIVE SEARCH THE CGS POINT WAS NOT RECOVERED, HOWEVER
 RC1494'THE OSHD POINT LISTED IN THE 1961 STATION DESCRIPTION WAS RECOVERED
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1138 ***********************************************************************
 QD1138  DESIGNATION -  H 11
 QD1138  PID         -  QD1138
 QD1138  STATE/COUNTY-  OR/LINN
 QD1138  USGS QUAD   -  SANTIAM JUNCTION (1988)
 QD1138
 QD1138                         *CURRENT SURVEY CONTROL
 QD1138  ___________________________________________________________________
 QD1138* NAD 83(1986)-  44 25 54.     (N)    121 58 22.     (W)     SCALED    
 QD1138* NAVD 88     -      1095.587  (meters)    3594.44   (feet)  ADJUSTED  
 QD1138  ___________________________________________________________________
 QD1138  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 QD1138  DYNAMIC HT  -        1095.210 (meters)    3593.20  (feet)  COMP
 QD1138  MODELED GRAV-     980,235.3   (mgal)                       NAVD 88
 QD1138
 QD1138  VERT ORDER  -  FIRST     CLASS II
 QD1138
 QD1138.The horizontal coordinates were scaled from a topographic map and have
 QD1138.an estimated accuracy of +/- 6 seconds.
 QD1138
 QD1138.The orthometric height was determined by differential leveling
 QD1138.and adjusted in June 1991.
 QD1138
 QD1138.The geoid height was determined by GEOID03.
 QD1138
 QD1138.The dynamic height is computed by dividing the NAVD 88
 QD1138.geopotential number by the normal gravity value computed on the
 QD1138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1138.degrees latitude (g = 980.6199 gals.).
 QD1138
 QD1138.The modeled gravity was interpolated from observed gravity values.
 QD1138
 QD1138;                    North         East    Units  Estimated Accuracy
 QD1138;SPC OR N     -    86,080.    2,382,740.      MT  (+/- 180 meters Scaled)
 QD1138
 QD1138                          SUPERSEDED SURVEY CONTROL
 QD1138
 QD1138  NGVD 29 (??/??/92) 1094.394  (m)         3590.52   (f) ADJ UNCH    1 2
 QD1138
 QD1138.Superseded values are not recommended for survey control.
 QD1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1138.See file dsdata.txt to determine how the superseded data were derived.
 QD1138
 QD1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ817203(NAD 83)
 QD1138_MARKER: DD = SURVEY DISK
 QD1138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD1138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QD1138_STAMPING: 3591 23 H 11 1934
 QD1138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD1138+STABILITY: SURFACE MOTION
 QD1138
 QD1138  HISTORY     - Date     Condition        Report By
 QD1138  HISTORY     - 1934     MONUMENTED       BPR
 QD1138  HISTORY     - 1963     GOOD             NGS
 QD1138
 QD1138                          STATION DESCRIPTION
 QD1138
 QD1138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 QD1138'1.8 MI W FROM SANTIAM JUNCTION.
 QD1138'1.8 MILES WEST ALONG U.S. HIGHWAY 20 FROM THE MOBIL SERVICE STATION
 QD1138'AND STORE AT SANTIAM JUNCTION, 0.1 MILE EAST OF MILE POST NO. 73, 132
 QD1138'FEET NORTHWEST AND ACROSS THE HIGHWAY FROM BENCH MARK NO. H 10
 QD1138'(U.S.B.P.R.), 66 FEET NORTHWEST OF THE CENTER OF THE HIGHWAY AND 1
 QD1138'FOOT SOUTH OF A WOODEN WITNESS POST.  THE MONUMENT PROJECTS 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1185 ***********************************************************************
 RC1185  DESIGNATION -  H 110
 RC1185  PID         -  RC1185
 RC1185  STATE/COUNTY-  OR/WASCO
 RC1185  USGS QUAD   -  DANT (1962)
 RC1185
 RC1185                         *CURRENT SURVEY CONTROL
 RC1185  ___________________________________________________________________
 RC1185* NAD 83(1986)-  45 01 44.     (N)    121 03 36.     (W)     SCALED    
 RC1185* NAVD 88     -       317.240  (meters)    1040.81   (feet)  ADJUSTED  
 RC1185  ___________________________________________________________________
 RC1185  GEOID HEIGHT-         -21.26  (meters)                     GEOID03
 RC1185  DYNAMIC HT  -         317.162 (meters)    1040.56  (feet)  COMP
 RC1185  MODELED GRAV-     980,366.5   (mgal)                       NAVD 88
 RC1185
 RC1185  VERT ORDER  -  SECOND    CLASS 0
 RC1185
 RC1185.The horizontal coordinates were scaled from a topographic map and have
 RC1185.an estimated accuracy of +/- 6 seconds.
 RC1185
 RC1185.The orthometric height was determined by differential leveling
 RC1185.and adjusted in June 1991.
 RC1185
 RC1185.The geoid height was determined by GEOID03.
 RC1185
 RC1185.The dynamic height is computed by dividing the NAVD 88
 RC1185.geopotential number by the normal gravity value computed on the
 RC1185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1185.degrees latitude (g = 980.6199 gals.).
 RC1185
 RC1185.The modeled gravity was interpolated from observed gravity values.
 RC1185
 RC1185;                    North         East    Units  Estimated Accuracy
 RC1185;SPC OR N     -   151,530.    2,455,870.      MT  (+/- 180 meters Scaled)
 RC1185
 RC1185                          SUPERSEDED SURVEY CONTROL
 RC1185
 RC1185  NGVD 29 (??/??/92)  316.170  (m)         1037.30   (f) ADJ UNCH    2 0
 RC1185
 RC1185.Superseded values are not recommended for survey control.
 RC1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1185.See file dsdata.txt to determine how the superseded data were derived.
 RC1185
 RC1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ528879(NAD 83)
 RC1185_MARKER: DB = BENCH MARK DISK
 RC1185_SETTING: 66 = SET IN ROCK OUTCROP
 RC1185_SP_SET: ROCK OUTCROP
 RC1185_STAMPING: H 110 1934
 RC1185_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RC1185+STABILITY: POSITION/ELEVATION WELL
 RC1185
 RC1185  HISTORY     - Date     Condition        Report By
 RC1185  HISTORY     - 1934     MONUMENTED       CGS
 RC1185  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 RC1185
 RC1185                          STATION DESCRIPTION
 RC1185
 RC1185'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RC1185'4.8 MI N FROM NORTH JUNCTION.
 RC1185'4.8 MI. NORTH ALONG O.W.R. AND N. RY, FROM STATION. ALONG THE RIGHT OF
 RC1185'WAY OF THE OREGON-WASHINGTON RAILROAD AND NAVIGATION CO., 77 1/2
 RC1185'RAILS, APPROXIMATELY 853 YARDS NORTH OF MILE POST 67, 52 YARDS EAST OF
 RC1185'TRACK, AT BOTTOM OF HILL, BY GROUP OF TREES, AND SET ON LARGE SHARP
 RC1185'ROCK OUTCROP, 36 YARDS EAST OF RIGHT OF WAY FENCE.
 RC1185
 RC1185                          STATION RECOVERY (1985)
 RC1185
 RC1185'RECOVERY NOTE BY US POWER SQUADRON 1985
 RC1185'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0514 ***********************************************************************
 QD0514  DESIGNATION -  H 111
 QD0514  PID         -  QD0514
 QD0514  STATE/COUNTY-  OR/WASCO
 QD0514  USGS QUAD   -  GATEWAY (1993)
 QD0514
 QD0514                         *CURRENT SURVEY CONTROL
 QD0514  ___________________________________________________________________
 QD0514* NAD 83(1991)-  44 50 46.66218(N)    121 02 13.95900(W)     ADJUSTED  
 QD0514* NAVD 88     -       703.346  (meters)    2307.56   (feet)  ADJUSTED  
 QD0514  ___________________________________________________________________
 QD0514  LAPLACE CORR-           8.66  (seconds)                    DEFLEC99
 QD0514  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 QD0514  DYNAMIC HT  -         703.182 (meters)    2307.02  (feet)  COMP
 QD0514  MODELED GRAV-     980,360.9   (mgal)                       NAVD 88
 QD0514
 QD0514  HORZ ORDER  -  SECOND
 QD0514  VERT ORDER  -  SECOND    CLASS 0
 QD0514
 QD0514.The horizontal coordinates were established by classical geodetic methods
 QD0514.and adjusted by the National Geodetic Survey in October 1991.
 QD0514
 QD0514.The orthometric height was determined by differential leveling
 QD0514.and adjusted in June 1991.
 QD0514
 QD0514.The Laplace correction was computed from DEFLEC99 derived deflections.
 QD0514
 QD0514.The geoid height was determined by GEOID03.
 QD0514
 QD0514.The dynamic height is computed by dividing the NAVD 88
 QD0514.geopotential number by the normal gravity value computed on the
 QD0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0514.degrees latitude (g = 980.6199 gals.).
 QD0514
 QD0514.The modeled gravity was interpolated from observed gravity values.
 QD0514
 QD0514;                    North         East     Units Scale Factor Converg.
 QD0514;SPC OR N     -   131,223.176 2,457,533.652   MT  0.99991033   -0 22 51.5
 QD0514;SPC OR N     -   430,522.23  8,062,774.45   iFT  0.99991033   -0 22 51.5
 QD0514;UTM  10      - 4,967,749.945   655,111.066   MT  0.99989586   +1 23 04.0
 QD0514
 QD0514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QD0514!SPC OR N     -   0.99989308  x   0.99991033  =   0.99980342
 QD0514!UTM  10      -   0.99989308  x   0.99989586  =   0.99978895
 QD0514
 QD0514|---------------------------------------------------------------------|
 QD0514| PID    Reference Object                     Distance      Geod. Az  |
 QD0514|                                                           dddmmss.s |
 QD0514| QD0515 H 111 RM 1                           23.936 METERS 09032     |
 QD0514| CF4099 H 111 RM 2                           18.498 METERS 18535     |
 QD0514| QD0516 H 111 RM 3                           24.789 METERS 20432     |
 QD0514| QD1556 WARM SPRINGS                        APPROX. 1.9 KM 2594609.1 |
 QD0514|---------------------------------------------------------------------|
 QD0514
 QD0514                          SUPERSEDED SURVEY CONTROL
 QD0514
 QD0514  NAD 83(1986)-  44 50 46.67270(N)    121 02 13.95802(W) AD(       ) 2
 QD0514  NAD 27      -  44 50 47.23200(N)    121 02 09.78900(W) AD(       ) 2
 QD0514  NGVD 29 (??/??/92)  702.256  (m)         2303.98   (f) ADJ UNCH    2 0
 QD0514
 QD0514.Superseded values are not recommended for survey control.
 QD0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0514.See file dsdata.txt to determine how the superseded data were derived.
 QD0514
 QD0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ5511167750(NAD 83)
 QD0514_MARKER: DS = TRIANGULATION STATION DISK
 QD0514_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QD0514_SP_SET: MONUMENT
 QD0514_STAMPING: H 111 1934
 QD0514_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0514
 QD0514  HISTORY     - Date     Condition        Report By
 QD0514  HISTORY     - 1946     MONUMENTED       CGS
 QD0514  HISTORY     - 1976     SEE DESCRIPTION  NGS
 QD0514  HISTORY     - 1976     GOOD             NGS
 QD0514  HISTORY     - 1978     GOOD             NGS
 QD0514
 QD0514                          STATION DESCRIPTION
 QD0514
 QD0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 QD0514'THE STATION IS 2.2 MILES, AIRLINE, EAST OF SOUTH JUNCTION, ON
 QD0514'THE EAST RIM OF THE DESCHUTES RIVER, NEAR THE FORK IN A COUNTY
 QD0514'ROAD LEADING TO SOUTH JUNCTION.  IT IS 23 FEET SOUTH OF THE
 QD0514'CENTERLINE OF THE NORTH FORK, AND 140 FEET EAST OF THE FORK.  IT
 QD0514'IS ABOUT 5 FEET HIGHER THAN THE LEVEL OF THE ROAD.  IT IS A
 QD0514'USC AND GS BENCH MARK, STAMPED H 111 1934 SET IN THE TOP OF A 7
 QD0514'INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.
 QD0514'
 QD0514'REFERENCE MARK NO. 1 IS 18.5 FEET SOUTHEAST OF THE NORTH FORK
 QD0514'AND 37 FEET NORTH WEST OF THE SOUTH FORK.  IT IS STAMPED B M H
 QD0514'111 1946, WELDED ON TOP A 3 INCH CAST IRON SOIL PIPE PROJECTING
 QD0514'10 INCHES.
 QD0514'
 QD0514'REFERENCE MARK NO. 2 IS 30 FEET NORTHWEST OF THE SOUTH FORK AND
 QD0514'85 FEET SOUTH OF THE NORTH FORK.  IT IS STAMPED B M H 111 1946,
 QD0514'WELDED ON TOP A 3 INCH CAST IRON SOIL PIPE PROJECTING 6 INCHES.
 QD0514'
 QD0514'TRIANGULATION STATION WARM SPRINGS WAS USED AS THE AZIMUTH
 QD0514'MARK.  IT IS ABOUT 1.0 MILE, AIRLINE, EAST OF THE DESCHUTES
 QD0514'RIVER, 1.1 MILES, AIRLINE, SOUTHEAST OF THE MOUTH OF WARM
 QD0514'SPRINGS RIVER AND 1.0 MILE SOUTHEAST OF THE RAILROAD STATION AT
 QD0514'SOUTH JUNCTION.  IT IS ON A PROMINENT POINT OF THE RIM EAST OF
 QD0514'THE DESCHUTES RIVER.  IT IS 24 FEET EAST OF THE WEST EDGE OF THE
 QD0514'RIM AND 26 FEET SOUTH OF THE NORTH EDGE OF THE RIM.  IT IS
 QD0514'STAMPED WARM SPRINGS 1946, SET IN A DRILL HOLE IN A BOULDER.
 QD0514'
 QD0514'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY NO. 97 AND STATE
 QD0514'HIGHWAY NO. 50 (SHERMAN JUNCTION) 28 MILES NORTHEAST OF MADRAS,
 QD0514'GO WEST ON DIRT ROAD FOR 8.0 MILES TO A FORK AND THE STATION AS
 QD0514'DESCRIBED.
 QD0514'
 QD0514'TO REACH THE AZIMUTH MARK FROM THE STATION TAKE THE LEFT FORK
 QD0514'AND GO 0.4 MILE, TURN RIGHT, CROSS COUNTRY, AND GO 0.25 MILE TO
 QD0514'A FENCE LINE.  TURN LEFT AND FOLLOW FENCE LINE AND EDGE OF RIM
 QD0514'FOR 1.1 MILES TO THE MARK AS DESCRIBED.
 QD0514
 QD0514                          STATION RECOVERY (1976)
 QD0514
 QD0514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 QD0514'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE
 QD0514'MARK NO. 1 WAS FOUND PLUMB, AND SOLID, BUT IT MAY HAVE BEEN HIT
 QD0514'BY A ROAD GRADER.  A DIFFERENCE WAS FOUND IN THE HORIZONTAL
 QD0514'DISTANCE, AND HORIZONTAL ANGLE TO REFERENCE MARK NO. 1.  REFERENCE
 QD0514'MARK NO. 2 HAD BEEN DESTROYED.  REFERENCE MARK NO. 3 WAS
 QD0514'ESTABLISHED.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 QD0514'
 QD0514'THE STATION IS ON THE RIGHT-OF-WAY OF A GRAVELED COUNTY ROAD.
 QD0514'
 QD0514'TO REACH THE STATION FROM THE MAUPIN POST OFFICE GO SOUTH ON
 QD0514'U.S. HIGHWAY 197 FOR 22.4 MILES TO THE JUNCTION WITH U.S. HIGHWAY
 QD0514'97, THIS IS 26 MILES NORTH OF MADRAS, TO A GRAVELED COUNTY ROAD
 QD0514'RIGHT, TURN RIGHT, AND GO SOUTHWEST ON THE COUNTY ROAD FOR 7.9
 QD0514'MILES TO A FORK, THIS IS 2.35 MILES EAST OF THE RAILROAD DEPOT
 QD0514'AT SOUTH JUNCTION, AND THE STATION IN THE FORK FORMED BY THE TWO
 QD0514'ROADS.
 QD0514'
 QD0514'THE STATION MARK, STAMPED H 111 1934, IS A STANDARD U.S. COAST
 QD0514'AND GEODETIC SURVEY BENCH MARK DISK IN AN 8-INCH SQUARE CONCRETE
 QD0514'MONUMENT THAT PROJECTS 3-INCHES, 88 FEET NORTH OF THE CENTER OF
 QD0514'THE FIELD ROAD, 30 FEET SOUTH, AND 5 FEET HIGHER THAN THE COUNTY
 QD0514'ROAD, AND 1 FOOT WEST OF A METAL WITNESS POST.
 QD0514'
 QD0514'REFERENCE MARK NO. 1, STAMPED B.M. H-111 NO 1 1946, IS A
 QD0514'STANDARD DISK ON A PIPE THAT PROJECTS 9-INCHES, 38 FEET NORTH OF
 QD0514'THE CENTER OF THE FIELD ROAD, 20 FEET SOUTH OF THE CENTER OF THE
 QD0514'COUNTY ROAD, AND 1 FOOT NORTHEAST OF A WITNESS POST.
 QD0514'
 QD0514'REFERENCE MARK NO. 3, STAMPED BM H 111 1946 NO 3 1976, IS A
 QD0514'STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT
 QD0514'PROJECTS 3-INCHES, 100 FEET SOUTH OF THE CENTER OF THE COUNTY
 QD0514'ROAD, 48 FEET NORTH OF THE CENTER OF THE FIELD ROAD, AND 1 FOOT
 QD0514'EAST OF A METAL WITNESS POST.  (NOTE 11A)
 QD0514'
 QD0514'TRIANGULATION STATION WARM SPRINGS 1946 MAY BE USED FOR THE
 QD0514'AZIMUTH MARK.  SEE RECOVERY NOTE THEREOF.
 QD0514'
 QD0514'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QD0514'23 MILES SOUTH OF MAUPIN.
 QD0514
 QD0514                          STATION RECOVERY (1976)
 QD0514
 QD0514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 QD0514'2.0 MI E FROM SOUTH JUNCTION.
 QD0514'REACHED FROM THE RAILROAD DEPOT AT SOUTH JUNCTION GO EAST ON THE
 QD0514'GRAVELED COUNTY ROAD FOR 2.35 MILES TO THE TOP OF THE GRADE, AND THE
 QD0514'BENCH MARK ON THE RIGHT, 88 FEET NORTH OF THE CENTER OF A FIELD ROAD,
 QD0514'81.33 FEET NORTH-NORTHEAST OF REFERENCE MARK NO. 3, 30 FEET SOUTH, AND
 QD0514'5 FEET HIGHER THAN THE CENTER OF THE COUNTY ROAD, AND 1 FOOT WEST OF A
 QD0514'METAL WITNESS POST, A STANDARD U.S. COAST AND GEODETIC SURVEY BENCH
 QD0514'MARK DISK SET IN AN 8-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 QD0514'3-INCHES.  TRIANGULATION STATION B.M. H 111 1946.
 QD0514
 QD0514                          STATION RECOVERY (1978)
 QD0514
 QD0514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QD0514'REACHED FROM THE RAILROAD DEPOT AT SOUTH JUNCTION GO EAST ON THE
 QD0514'COUNTY GRAVELED ROAD FOR 2.35 MILES TO THE TOP OF THE GRADE, AND THE
 QD0514'BENCH MARK ON THE RIGHT, 88 FEET NORTH OF THE CENTER OF A FIELD ROAD,
 QD0514'81.33 FEET NORTH-NORTHEAST OF REFERENCE MARK NO. 3, 30 FEET SOUTH,
 QD0514'AND 3-FEET HIGHER THAN THE CENTER OF THE COUNTY ROAD, AND 2-FEET
 QD0514'NORTH OF A ROCK CAIRN, SET IN AN 8-INCH SQUARE CONCRETE POST THAT
 QD0514'PROJECTS 3-INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0515 ***********************************************************************
 QD0515  DESIGNATION -  H 111 RM 1
 QD0515  PID         -  QD0515
 QD0515  STATE/COUNTY-  OR/WASCO
 QD0515  USGS QUAD   -  GATEWAY (1993)
 QD0515
 QD0515                         *CURRENT SURVEY CONTROL
 QD0515  ___________________________________________________________________
 QD0515* NAD 83(1986)-  44 50 46.     (N)    121 02 13.     (W)     SCALED    
 QD0515* NAVD 88     -       703.71   (+/-2cm)    2308.8    (feet)  VERTCON   
 QD0515  ___________________________________________________________________
 QD0515  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 QD0515  VERT ORDER  -  THIRD (See Below)
 QD0515
 QD0515.The horizontal coordinates were scaled from a topographic map and have
 QD0515.an estimated accuracy of +/- 6 seconds.
 QD0515
 QD0515.The NAVD 88 height was computed by applying the VERTCON shift value to
 QD0515.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QD0515.The vertical order pertains to the NGVD 29 superseded value.
 QD0515
 QD0515.The geoid height was determined by GEOID03.
 QD0515
 QD0515;                    North         East    Units  Estimated Accuracy
 QD0515;SPC OR N     -   131,200.    2,457,560.      MT  (+/- 180 meters Scaled)
 QD0515
 QD0515                          SUPERSEDED SURVEY CONTROL
 QD0515
 QD0515  NGVD 29 (10/26/06)  702.62   (m)         2305.2    (f) RESET       3  
 QD0515
 QD0515.Superseded values are not recommended for survey control.
 QD0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0515.See file dsdata.txt to determine how the superseded data were derived.
 QD0515
 QD0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ551677(NAD 83)
 QD0515_MARKER: DR = REFERENCE MARK DISK
 QD0515_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QD0515_SP_SET: PIPE
 QD0515_STAMPING: B.M. H-111 NO 1 1946
 QD0515_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0515
 QD0515  HISTORY     - Date     Condition        Report By
 QD0515  HISTORY     - 1946     MONUMENTED       CGS
 QD0515  HISTORY     - 1976     GOOD             NGS
 QD0515
 QD0515                          STATION DESCRIPTION
 QD0515
 QD0515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 QD0515'2.0 MI E FROM SOUTH JUNCTION.
 QD0515'REACHED FROM THE RAILROAD DEPOT AT SOUTH JUNCTION GO EAST ON THE
 QD0515'GRAVELED COUNTY ROAD FOR 2.35 MILES TO THE TOP OF THE GRADE, AND THE
 QD0515'BENCH MARK ON THE RIGHT, 78.53 FEET EAST OF TRIANGULATION STATION B.
 QD0515'M. H 111 1946, 38 FEET NORTH OF THE CENTER OF THE FIELD ROAD, 20 FEET
 QD0515'SOUTH OF THE CENTER OF THE COUNTY ROAD, AND 1 FOOT NORTHEAST OF A
 QD0515'WITNESS POST, A REFERENCE MARK DISK BRAZED ON A PIPE THAT PROJECTS
 QD0515'9-INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0016 ***********************************************************************
 QD0016  DESIGNATION -  H 112
 QD0016  PID         -  QD0016
 QD0016  STATE/COUNTY-  OR/WHEELER
 QD0016  USGS QUAD   -  MITCHELL (1992)
 QD0016
 QD0016                         *CURRENT SURVEY CONTROL
 QD0016  ___________________________________________________________________
 QD0016* NAD 83(1986)-  44 34 52.     (N)    120 10 04.     (W)     SCALED    
 QD0016* NAVD 88     -       910.850  (meters)    2988.35   (feet)  ADJUSTED  
 QD0016  ___________________________________________________________________
 QD0016  GEOID HEIGHT-         -19.75  (meters)                     GEOID03
 QD0016  DYNAMIC HT  -         910.587 (meters)    2987.48  (feet)  COMP
 QD0016  MODELED GRAV-     980,298.4   (mgal)                       NAVD 88
 QD0016
 QD0016  VERT ORDER  -  SECOND    CLASS 0
 QD0016
 QD0016.The horizontal coordinates were scaled from a topographic map and have
 QD0016.an estimated accuracy of +/- 6 seconds.
 QD0016
 QD0016.The orthometric height was determined by differential leveling
 QD0016.and adjusted in June 1991.
 QD0016
 QD0016.The geoid height was determined by GEOID03.
 QD0016
 QD0016.The dynamic height is computed by dividing the NAVD 88
 QD0016.geopotential number by the normal gravity value computed on the
 QD0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0016.degrees latitude (g = 980.6199 gals.).
 QD0016
 QD0016.The modeled gravity was interpolated from observed gravity values.
 QD0016
 QD0016;                    North         East    Units  Estimated Accuracy
 QD0016;SPC OR N     -   101,670.    2,526,380.      MT  (+/- 180 meters Scaled)
 QD0016
 QD0016                          SUPERSEDED SURVEY CONTROL
 QD0016
 QD0016  NGVD 29 (??/??/92)  909.703  (m)         2984.58   (f) ADJ UNCH    2 0
 QD0016
 QD0016.Superseded values are not recommended for survey control.
 QD0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0016.See file dsdata.txt to determine how the superseded data were derived.
 QD0016
 QD0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGQ248403(NAD 83)
 QD0016_MARKER: DB = BENCH MARK DISK
 QD0016_SETTING: 0 = UNSPECIFIED SETTING
 QD0016_STAMPING: H 112 1934
 QD0016_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD0016
 QD0016  HISTORY     - Date     Condition        Report By
 QD0016  HISTORY     - 1934     MONUMENTED       CGS
 QD0016
 QD0016                          STATION DESCRIPTION
 QD0016
 QD0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QD0016'1.6 MI NW FROM MITCHELL.
 QD0016'1.6 MILES N.W. ALONG MITCHELL-SERVICE CREEK HWY. FROM POST OFFICE
 QD0016'ALONG THE RIGHT OF WAY OF THE MITCHELL-SERVICE CREEK HWY. 1.1 MILES
 QD0016'N.W. OF JUNCTION OF MITCHELL-SERVICE CREEK HWY. AND OCHOCO HWY. (U.S.
 QD0016'28), ON THOP OF FIRST HILL FROM JUNCTION, 81 FEET EAST OF THE
 QD0016'CENTERLINE OF HIGHWAY, 62 FEET SOUTH OF ANGLE IN FENCE AND 1 FOOT WEST
 QD0016'OF FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0505 ***********************************************************************
 RB0505  DESIGNATION -  H 113
 RB0505  PID         -  RB0505
 RB0505  STATE/COUNTY-  OR/UMATILLA
 RB0505  USGS QUAD   -  PENDLETON (1976)
 RB0505
 RB0505                         *CURRENT SURVEY CONTROL
 RB0505  ___________________________________________________________________
 RB0505* NAD 83(2007)-  45 40 22.63117(N)    118 48 49.44218(W)     ADJUSTED  
 RB0505* NAVD 88     -       323.335  (meters)    1060.81   (feet)  ADJUSTED  
 RB0505  ___________________________________________________________________
 RB0505  EPOCH DATE  -        2007.00
 RB0505  X           -  -2,151,778.908 (meters)                     COMP
 RB0505  Y           -  -3,911,849.884 (meters)                     COMP
 RB0505  Z           -   4,540,138.134 (meters)                     COMP
 RB0505  LAPLACE CORR-           5.51  (seconds)                    DEFLEC99
 RB0505  ELLIP HEIGHT-         302.456 (meters)          (02/10/07) ADJUSTED
 RB0505  GEOID HEIGHT-         -20.86  (meters)                     GEOID03
 RB0505  DYNAMIC HT  -         323.305 (meters)    1060.71  (feet)  COMP
 RB0505
 RB0505  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 RB0505  Type    PID    Designation                      North   East  Ellip
 RB0505  -------------------------------------------------------------------
 RB0505  NETWORK RB0505 H 113                             0.71   0.51   2.27
 RB0505  -------------------------------------------------------------------
 RB0505  MODELED GRAV-     980,517.3   (mgal)                       NAVD 88
 RB0505
 RB0505  VERT ORDER  -  FIRST     CLASS II
 RB0505
 RB0505.The horizontal coordinates were established by GPS observations
 RB0505.and adjusted by the National Geodetic Survey in February 2007.
 RB0505
 RB0505.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 RB0505.See www.ngs.noaa.gov/NationalReadjustment for more information.
 RB0505.The horizontal coordinates are valid at the epoch date displayed above.
 RB0505.The epoch date for horizontal control is a decimal equivalence
 RB0505.of Year/Month/Day.
 RB0505
 RB0505.The orthometric height was determined by differential leveling
 RB0505.and adjusted in June 1991.
 RB0505.WARNING-Repeat measurements at this control monument indicate possible
 RB0505.vertical movement.
 RB0505
 RB0505.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RB0505
 RB0505.The Laplace correction was computed from DEFLEC99 derived deflections.
 RB0505
 RB0505.The ellipsoidal height was determined by GPS observations
 RB0505.and is referenced to NAD 83.
 RB0505
 RB0505.The geoid height was determined by GEOID03.
 RB0505
 RB0505.The dynamic height is computed by dividing the NAVD 88
 RB0505.geopotential number by the normal gravity value computed on the
 RB0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0505.degrees latitude (g = 980.6199 gals.).
 RB0505
 RB0505.The modeled gravity was interpolated from observed gravity values.
 RB0505
 RB0505;                    North         East     Units Scale Factor Converg.
 RB0505;SPC OR N     -   224,316.442 2,631,372.876   MT  0.99993329   +1 11 45.2
 RB0505;SPC OR N     -   735,946.33  8,633,113.11   iFT  0.99993329   +1 11 45.2
 RB0505;UTM  11      - 5,059,311.154   358,733.774   MT  0.99984535   -1 17 51.7
 RB0505
 RB0505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RB0505!SPC OR N     -   0.99995258  x   0.99993329  =   0.99988588
 RB0505!UTM  11      -   0.99995258  x   0.99984535  =   0.99979794
 RB0505
 RB0505                          SUPERSEDED SURVEY CONTROL
 RB0505
 RB0505  NAD 83(1998)-  45 40 22.63026(N)    118 48 49.44183(W) AD(       ) B
 RB0505  ELLIP H (07/02/01)  302.467  (m)                       GP(       ) 3 2
 RB0505  NAD 83(1998)-  45 40 22.63027(N)    118 48 49.44183(W) AD(       ) B
 RB0505  ELLIP H (07/02/97)  302.467  (m)                       GP(       ) 3 1
 RB0505  NAVD 88 (07/02/97)  323.33   (m)         1060.8    (f) LEVELING    3  
 RB0505  NGVD 29 (??/??/92)  322.327  (m)         1057.50   (f) ADJ UNCH    1 2
 RB0505
 RB0505.Superseded values are not recommended for survey control.
 RB0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0505.See file dsdata.txt to determine how the superseded data were derived.
 RB0505
 RB0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL5873459311(NAD 83)
 RB0505_MARKER: DB = BENCH MARK DISK
 RB0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0505_STAMPING: H 113 1057
 RB0505_MARK LOGO: ORHD  
 RB0505_MAGNETIC: N = NO MAGNETIC MATERIAL
 RB0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0505+STABILITY: SURFACE MOTION
 RB0505_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RB0505+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2006
 RB0505
 RB0505  HISTORY     - Date     Condition        Report By
 RB0505  HISTORY     - 1943     MONUMENTED       NGS
 RB0505  HISTORY     - 1943     GOOD             NGS
 RB0505  HISTORY     - 1966     GOOD             NGS
 RB0505  HISTORY     - 19960910 GOOD             CHANCE
 RB0505  HISTORY     - 20030805 GOOD             USDA
 RB0505  HISTORY     - 20060812 GOOD             GEOCAC
 RB0505
 RB0505                          STATION DESCRIPTION
 RB0505
 RB0505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 RB0505'1.9 MI NW FROM PENDLETON.
 RB0505'ALONG U.S. HIGHWAY 30, 1.9 MILES NORTHWEST OF THE UNION PACIFIC
 RB0505'STATION AT PENDLETON, 0.2 MILES NORTHWEST OF THE HIGHWAY BRIDGE OVER
 RB0505'UMATILLA RIVER, 162 FEET NORTHWEST OF HIGHWAY MILE POST 230, 73 FEET
 RB0505'WEST OF BENCH MARK H 231, 240 FEET EAST OF THE INTERSECTION OF THE OLD
 RB0505'AND THE NEW LOCATIONS OF U.S. HIGHWAY 30, 24 FEET NORTHWEST OF THE
 RB0505'CENTER OF OLD HIGHWAY 30, 0.6 FOOT SOUTH OF AN IRON PIPE FENCE.
 RB0505
 RB0505                          STATION RECOVERY (1966)
 RB0505
 RB0505'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 RB0505'RECOVERED IN GOOD CONDITION.
 RB0505
 RB0505                          STATION RECOVERY (1996)
 RB0505
 RB0505'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 RB0505'THE STATION IS LOCATED ABOUT 26 MILES (41.8 KM) EAST OF HERMISTON, 1
 RB0505'MILES (1.6 KM) NORTH OF INTERSTATE 84 IN WEST PENDLETON  TO REACH FROM
 RB0505'THE JUNCTION OF INTERSTATE 84 (EXIT 270) AND US HIGHWAY 30, PROCEED
 RB0505'NORTH AND EAST ON US HIGHWAY 30 1.55 MILES (2.49 KM) TO NW CARDEN
 RB0505'AVENUE ON THE LEFT, TURN LEFT AND PROCEED NORTHEAST 0.05 MILES (0.08
 RB0505'KM) TO THE STATION ON THE LEFT APPROXIMATELY 1 M (3.3 FT) ABOVE THE
 RB0505'ROAD  THE STATION IS A STATE HIGHWAY DEPARTMENT BENCH MARK DISK SET IN
 RB0505'THE TOP OF A ROUND CONCRETE MONUMENT, SET FLUSH WITH THE SURFACE.  THE
 RB0505'STATION IS LOCATED 0.25 M (0.82 FT) EAST OF A WITNESS POST, 1.0 M (3.3
 RB0505'FT) EAST OF POWER POLE NUMBER 096901, 0.15 M (0.49 FT) SOUTHEAST OF A
 RB0505'POST AND RAIL FENCE, 7.1 M (23.3 FT) NORTHWEST OF THE CENTERLINE OF NW
 RB0505'CARDEN AVE AND 29.85 M (97.93 FT) NORTHEAST OF POWER POLE NUMBER
 RB0505'096902
 RB0505
 RB0505                          STATION RECOVERY (2003)
 RB0505
 RB0505'RECOVERY NOTE BY US DEPARTMENT OF AGRICULTURE 2003 (SJW)
 RB0505'RECOVERED IN GOOD CONDITION.
 RB0505
 RB0505                          STATION RECOVERY (2006)
 RB0505
 RB0505'RECOVERY NOTE BY GEOCACHING 2006 (GOP)
 RB0505'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0324 ***********************************************************************
 PB0324  DESIGNATION -  H 114
 PB0324  PID         -  PB0324
 PB0324  STATE/COUNTY-  OR/LAKE
 PB0324  USGS QUAD   -  HAGER MTN (1968)
 PB0324
 PB0324                         *CURRENT SURVEY CONTROL
 PB0324  ___________________________________________________________________
 PB0324* NAD 83(1986)-  43 04 34.     (N)    121 03 37.     (W)     SCALED    
 PB0324* NAVD 88     -      1378.185  (meters)    4521.60   (feet)  ADJUSTED  
 PB0324  ___________________________________________________________________
 PB0324  GEOID HEIGHT-         -20.84  (meters)                     GEOID03
 PB0324  DYNAMIC HT  -        1377.417 (meters)    4519.08  (feet)  COMP
 PB0324  MODELED GRAV-     980,015.2   (mgal)                       NAVD 88
 PB0324
 PB0324  VERT ORDER  -  SECOND    CLASS 0
 PB0324
 PB0324.The horizontal coordinates were scaled from a topographic map and have
 PB0324.an estimated accuracy of +/- 6 seconds.
 PB0324
 PB0324.The orthometric height was determined by differential leveling
 PB0324.and adjusted in June 1991.
 PB0324
 PB0324.The geoid height was determined by GEOID03.
 PB0324
 PB0324.The dynamic height is computed by dividing the NAVD 88
 PB0324.geopotential number by the normal gravity value computed on the
 PB0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0324.degrees latitude (g = 980.6199 gals.).
 PB0324
 PB0324.The modeled gravity was interpolated from observed gravity values.
 PB0324
 PB0324;                    North         East    Units  Estimated Accuracy
 PB0324;SPC OR S     -   156,720.    1,454,380.      MT  (+/- 180 meters Scaled)
 PB0324
 PB0324                          SUPERSEDED SURVEY CONTROL
 PB0324
 PB0324  NGVD 29 (??/??/92) 1376.938  (m)         4517.50   (f) ADJ UNCH    2 0
 PB0324
 PB0324.Superseded values are not recommended for survey control.
 PB0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0324.See file dsdata.txt to determine how the superseded data were derived.
 PB0324
 PB0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFN579710(NAD 83)
 PB0324_MARKER: DB = BENCH MARK DISK
 PB0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0324_STAMPING: H 114 1935
 PB0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0324+STABILITY: SURFACE MOTION
 PB0324
 PB0324  HISTORY     - Date     Condition        Report By
 PB0324  HISTORY     - 1935     MONUMENTED       CGS
 PB0324  HISTORY     - 1968     GOOD             USGS
 PB0324
 PB0324                          STATION DESCRIPTION
 PB0324
 PB0324'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 PB0324'4.5 MI SW FROM SILVER LAKE.
 PB0324'ABOUT 0.5 MILES W ALONG THE FREMONT HWY FROM THE SCHOOL HOUSE AT
 PB0324'SILVER LAKE, ABOUT 2.2 MILES SOUTH TO A ROAD FORK 200 FT SOUTH OF A
 PB0324'CATTLEGUARD, ABOUT 1.8 MILES SOUTH ON A DIRT ROAD RIGHT, ABOUT 431 FT
 PB0324'S OF LARGE DOUBLE JUNIPER WITH A BLAZE ON THE WEST TREE, ABOUT 25 FT E
 PB0324'OF THE ROAD AND 2 FT S OF A STEEL WITNESS POST.  SET IN THE TOP OF A
 PB0324'CEMENT POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0228 ***********************************************************************
 NY0228  DESIGNATION -  H 115
 NY0228  PID         -  NY0228
 NY0228  STATE/COUNTY-  OR/LAKE
 NY0228  USGS QUAD   -  SYCAN MARSH EAST (1988)
 NY0228
 NY0228                         *CURRENT SURVEY CONTROL
 NY0228  ___________________________________________________________________
 NY0228* NAD 83(1986)-  42 46 41.     (N)    121 03 35.     (W)     SCALED    
 NY0228* NAVD 88     -      1527.675  (meters)    5012.05   (feet)  ADJUSTED  
 NY0228  ___________________________________________________________________
 NY0228  GEOID HEIGHT-         -21.12  (meters)                     GEOID03
 NY0228  DYNAMIC HT  -        1526.721 (meters)    5008.92  (feet)  COMP
 NY0228  MODELED GRAV-     979,942.7   (mgal)                       NAVD 88
 NY0228
 NY0228  VERT ORDER  -  SECOND    CLASS 0
 NY0228
 NY0228.The horizontal coordinates were scaled from a topographic map and have
 NY0228.an estimated accuracy of +/- 6 seconds.
 NY0228
 NY0228.The orthometric height was determined by differential leveling
 NY0228.and adjusted in June 1991.
 NY0228
 NY0228.The geoid height was determined by GEOID03.
 NY0228
 NY0228.The dynamic height is computed by dividing the NAVD 88
 NY0228.geopotential number by the normal gravity value computed on the
 NY0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0228.degrees latitude (g = 980.6199 gals.).
 NY0228
 NY0228.The modeled gravity was interpolated from observed gravity values.
 NY0228
 NY0228;                    North         East    Units  Estimated Accuracy
 NY0228;SPC OR S     -   123,610.    1,454,200.      MT  (+/- 180 meters Scaled)
 NY0228
 NY0228                          SUPERSEDED SURVEY CONTROL
 NY0228
 NY0228  NGVD 29 (??/??/92) 1526.412  (m)         5007.90   (f) ADJ UNCH    2 0
 NY0228
 NY0228.Superseded values are not recommended for survey control.
 NY0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0228.See file dsdata.txt to determine how the superseded data were derived.
 NY0228
 NY0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFN587379(NAD 83)
 NY0228_MARKER: DB = BENCH MARK DISK
 NY0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NY0228_STAMPING: H 115 1935
 NY0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0228+STABILITY: SURFACE MOTION
 NY0228
 NY0228  HISTORY     - Date     Condition        Report By
 NY0228  HISTORY     - 1935     MONUMENTED       CGS
 NY0228  HISTORY     - 1936     GOOD             NGS
 NY0228  HISTORY     - 19850705 MARK NOT FOUND   USPSQD
 NY0228
 NY0228                          STATION DESCRIPTION
 NY0228
 NY0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 NY0228'27.8 MI S FROM SILVER LAKE.
 NY0228'27.8 MILES S ALONG BLY ROAD FROM SCHOOL HOUSE.  ALONG THE ROAD FROM
 NY0228'SILVER LAKE VIA SYCAN TO BLY.  0.7 MILE SE OF THE ZX RANCH HOUSE. 0.15
 NY0228'MILE NW OF A WIRE GATE ON ROAD.  82 FEET S OF SE CORNER OF A WOODEN
 NY0228'BRIDGE OVER IRRIGATION DITCH.  0.9 MILE S OF JUNCTION OF ROAD E TO
 NY0228'PAISLEY.  32 FEET E OF THE CENTER OF THE ROAD.
 NY0228
 NY0228                          STATION RECOVERY (1985)
 NY0228
 NY0228'RECOVERY NOTE BY US POWER SQUADRON 1985 (LAB)
 NY0228'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0252 ***********************************************************************
 NY0252  DESIGNATION -  H 116
 NY0252  PID         -  NY0252
 NY0252  STATE/COUNTY-  OR/KLAMATH
 NY0252  USGS QUAD   -  BLY (1988)
 NY0252
 NY0252                         *CURRENT SURVEY CONTROL
 NY0252  ___________________________________________________________________
 NY0252* NAD 83(1986)-  42 29 08.     (N)    121 05 44.     (W)     SCALED    
 NY0252* NAVD 88     -      1326.786  (meters)    4352.96   (feet)  ADJUSTED  
 NY0252  ___________________________________________________________________
 NY0252  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 NY0252  DYNAMIC HT  -        1325.958 (meters)    4350.25  (feet)  COMP
 NY0252  MODELED GRAV-     979,951.6   (mgal)                       NAVD 88
 NY0252
 NY0252  VERT ORDER  -  SECOND    CLASS 0
 NY0252
 NY0252.The horizontal coordinates were scaled from a topographic map and have
 NY0252.an estimated accuracy of +/- 6 seconds.
 NY0252
 NY0252.The orthometric height was determined by differential leveling
 NY0252.and adjusted in June 1991.
 NY0252
 NY0252.The geoid height was determined by GEOID03.
 NY0252
 NY0252.The dynamic height is computed by dividing the NAVD 88
 NY0252.geopotential number by the normal gravity value computed on the
 NY0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0252.degrees latitude (g = 980.6199 gals.).
 NY0252
 NY0252.The modeled gravity was interpolated from observed gravity values.
 NY0252
 NY0252;                    North         East    Units  Estimated Accuracy
 NY0252;SPC OR S     -    91,140.    1,451,040.      MT  (+/- 180 meters Scaled)
 NY0252
 NY0252                          SUPERSEDED SURVEY CONTROL
 NY0252
 NY0252  NGVD 29 (??/??/92) 1325.604  (m)         4349.09   (f) ADJ UNCH    2 0
 NY0252
 NY0252.Superseded values are not recommended for survey control.
 NY0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0252.See file dsdata.txt to determine how the superseded data were derived.
 NY0252
 NY0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFN565054(NAD 83)
 NY0252_MARKER: DB = BENCH MARK DISK
 NY0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NY0252_STAMPING: H 116 1935
 NY0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0252+STABILITY: SURFACE MOTION
 NY0252
 NY0252  HISTORY     - Date     Condition        Report By
 NY0252  HISTORY     - 1935     MONUMENTED       CGS
 NY0252  HISTORY     - 1936     GOOD             NGS
 NY0252
 NY0252                          STATION DESCRIPTION
 NY0252
 NY0252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 NY0252'7.6 MI NW FROM BLY.
 NY0252'7.6 MILES NW OF AND ALONG ROAD TO SILVER LAKE VIA SYCAN 4.1 MILES N OF
 NY0252'THE JUNCTION OF THE SILVER LAKE ROAD AND O.S.H. NO. 66.  0.2 MILE E OF
 NY0252'A LUMBER MILL.  51 FEET N OF A BRIDGE OVER N FORK SPRAGUE RIVER. 28
 NY0252'FEET E OF THE CENTER OF THE ROAD.  80 FEET N OF A FENCE CORNER. 2 FEET
 NY0252'W OF A FENCE.  NEAR A SMALL GRADE DEPRESSION 1 FT. ABOVE ROAD SURVACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0400 ***********************************************************************
 RD0400  DESIGNATION -  H 117
 RD0400  PID         -  RD0400
 RD0400  STATE/COUNTY-  OR/MULTNOMAH
 RD0400  USGS QUAD   -  PORTLAND (1990)
 RD0400
 RD0400                         *CURRENT SURVEY CONTROL
 RD0400  ___________________________________________________________________
 RD0400* NAD 83(1986)-  45 30 44.     (N)    122 42 08.     (W)     SCALED    
 RD0400* NAVD 88     -       105.840  (meters)     347.24   (feet)  ADJUSTED  
 RD0400  ___________________________________________________________________
 RD0400  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 RD0400  DYNAMIC HT  -         105.840 (meters)     347.24  (feet)  COMP
 RD0400  MODELED GRAV-     980,616.3   (mgal)                       NAVD 88
 RD0400
 RD0400  VERT ORDER  -  SECOND    CLASS 0
 RD0400
 RD0400.The horizontal coordinates were scaled from a topographic map and have
 RD0400.an estimated accuracy of +/- 6 seconds.
 RD0400
 RD0400.The orthometric height was determined by differential leveling
 RD0400.and adjusted in June 1991.
 RD0400
 RD0400.The geoid height was determined by GEOID03.
 RD0400
 RD0400.The dynamic height is computed by dividing the NAVD 88
 RD0400.geopotential number by the normal gravity value computed on the
 RD0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0400.degrees latitude (g = 980.6199 gals.).
 RD0400
 RD0400.The modeled gravity was interpolated from observed gravity values.
 RD0400
 RD0400;                    North         East    Units  Estimated Accuracy
 RD0400;SPC OR N     -   207,430.    2,327,950.      MT  (+/- 180 meters Scaled)
 RD0400
 RD0400                          SUPERSEDED SURVEY CONTROL
 RD0400
 RD0400  NGVD 29 (??/??/92)  104.766  (m)          343.72   (f) ADJ UNCH    2 0
 RD0400
 RD0400.Superseded values are not recommended for survey control.
 RD0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0400.See file dsdata.txt to determine how the superseded data were derived.
 RD0400
 RD0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER232398(NAD 83)
 RD0400_MARKER: DB = BENCH MARK DISK
 RD0400_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD0400_SP_SET: WALL
 RD0400_STAMPING: H 117 1941 343.720
 RD0400_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0400
 RD0400  HISTORY     - Date     Condition        Report By
 RD0400  HISTORY     - 1941     MONUMENTED       ORGS
 RD0400  HISTORY     - 1952     GOOD             NGS
 RD0400  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 RD0400  HISTORY     - 19940628 MARK NOT FOUND   USPSQD
 RD0400
 RD0400                          STATION DESCRIPTION
 RD0400
 RD0400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 RD0400'1.5 MI W FROM PORTLAND.
 RD0400'ABOUT 1.5 MILES WEST ALONG STATE HIGHWAYS 2 AND 6 FROM THE CITY HALL
 RD0400'AT PORTLAND, MULTNOMAH COUNTY, AT THE OUTSIDE OF A CURVE, SOUTH OF THE
 RD0400'HIGHWAY, IN THE TOP OF A MASONRY WALL, AND 6 INCHES WEST OF THE
 RD0400'SEVENTH SQUARE, ROCK POST FROM THE EAST END OF THE WALL.  A STANDARD
 RD0400'USC AND GS AND STATE SURVEY DISK.  DISK STAMPED 343.720.
 RD0400
 RD0400                          STATION RECOVERY (1989)
 RD0400
 RD0400'RECOVERY NOTE BY US POWER SQUADRON 1989 (FV)
 RD0400'MARK NOT FOUND.
 RD0400
 RD0400                          STATION RECOVERY (1994)
 RD0400
 RD0400'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD0400'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0049 ***********************************************************************
 NX0049  FBN         -  This is a Federal Base Network Control Station.
 NX0049  DESIGNATION -  H 118
 NX0049  PID         -  NX0049
 NX0049  STATE/COUNTY-  OR/HARNEY
 NX0049  USGS QUAD   -  COLONY RANCH (1981)
 NX0049
 NX0049                         *CURRENT SURVEY CONTROL
 NX0049  ___________________________________________________________________
 NX0049* NAD 83(2007)-  42 05 38.88626(N)    118 34 22.47512(W)     ADJUSTED  
 NX0049* NAVD 88     -      1274.678  (meters)    4182.01   (feet)  ADJUSTED  
 NX0049  ___________________________________________________________________
 NX0049  EPOCH DATE  -        2007.00
 NX0049  X           -  -2,267,475.029 (meters)                     COMP
 NX0049  Y           -  -4,163,526.110 (meters)                     COMP
 NX0049  Z           -   4,254,209.651 (meters)                     COMP
 NX0049  LAPLACE CORR-          -4.66  (seconds)                    DEFLEC99
 NX0049  ELLIP HEIGHT-        1254.956 (meters)          (02/10/07) ADJUSTED
 NX0049  GEOID HEIGHT-         -19.71  (meters)                     GEOID03
 NX0049  DYNAMIC HT  -        1273.864 (meters)    4179.34  (feet)  COMP
 NX0049
 NX0049  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 NX0049  Type    PID    Designation                      North   East  Ellip
 NX0049  -------------------------------------------------------------------
 NX0049  NETWORK NX0049 H 118                             0.49   0.41   1.20
 NX0049  -------------------------------------------------------------------
 NX0049  MODELED GRAV-     979,939.5   (mgal)                       NAVD 88
 NX0049
 NX0049  VERT ORDER  -  FIRST     CLASS II
 NX0049
 NX0049.The horizontal coordinates were established by GPS observations
 NX0049.and adjusted by the National Geodetic Survey in February 2007.
 NX0049
 NX0049.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 NX0049.See www.ngs.noaa.gov/NationalReadjustment for more information.
 NX0049.The horizontal coordinates are valid at the epoch date displayed above.
 NX0049.The epoch date for horizontal control is a decimal equivalence
 NX0049.of Year/Month/Day.
 NX0049
 NX0049.The orthometric height was determined by differential leveling
 NX0049.and adjusted in June 1991.
 NX0049.WARNING-Repeat measurements at this control monument indicate possible
 NX0049.vertical movement.
 NX0049
 NX0049.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NX0049
 NX0049.The Laplace correction was computed from DEFLEC99 derived deflections.
 NX0049
 NX0049.The ellipsoidal height was determined by GPS observations
 NX0049.and is referenced to NAD 83.
 NX0049
 NX0049.The geoid height was determined by GEOID03.
 NX0049
 NX0049.The dynamic height is computed by dividing the NAVD 88
 NX0049.geopotential number by the normal gravity value computed on the
 NX0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0049.degrees latitude (g = 980.6199 gals.).
 NX0049
 NX0049.The modeled gravity was interpolated from observed gravity values.
 NX0049
 NX0049;                    North         East     Units Scale Factor Converg.
 NX0049;SPC OR S     -    49,320.592 1,659,422.259   MT  1.00006879   +1 19 06.3
 NX0049;SPC OR S     -   161,812.97  5,444,298.75   iFT  1.00006879   +1 19 06.3
 NX0049;UTM  11      - 4,661,425.041   369,925.837   MT  0.99980819   -1 03 16.4
 NX0049
 NX0049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NX0049!SPC OR S     -   0.99980321  x   1.00006879  =   0.99987199
 NX0049!UTM  11      -   0.99980321  x   0.99980819  =   0.99961144
 NX0049
 NX0049:                Primary Azimuth Mark                     Grid Az
 NX0049:SPC OR S     -  H 118 AZ MK                              034 21 15.2
 NX0049:UTM  11      -  H 118 AZ MK                              036 43 37.9
 NX0049
 NX0049|---------------------------------------------------------------------|
 NX0049| PID    Reference Object                     Distance      Geod. Az  |
 NX0049|                                                           dddmmss.s |
 NX0049| CD6798 H 118 AZ MK                                        0354021.5 |
 NX0049| CD6799 H 118 RM 1                           19.124 METERS 08744     |
 NX0049| CD6800 H 118 RM 2                            9.748 METERS 17622     |
 NX0049|---------------------------------------------------------------------|
 NX0049
 NX0049                          SUPERSEDED SURVEY CONTROL
 NX0049
 NX0049  NAD 83(1998)-  42 05 38.88564(N)    118 34 22.47423(W) AD(       ) A
 NX0049  ELLIP H (04/24/00) 1254.969  (m)                       GP(       ) 3 1
 NX0049  NAD 83(1991)-  42 05 38.88417(N)    118 34 22.47161(W) AD(       ) A
 NX0049  ELLIP H (02/25/91) 1255.053  (m)                       GP(       ) 4 1
 NX0049  NAD 83(1986)-  42 05 38.89100(N)    118 34 22.47083(W) AD(       ) 2
 NX0049  NAD 27      -  42 05 39.26400(N)    118 34 18.84000(W) AD(       ) 2
 NX0049  NAVD 88 (05/15/92) 1274.68   (m)         4182.0    (f) LEVELING    3  
 NX0049  NGVD 29 (??/??/92) 1273.403  (m)         4177.82   (f) ADJ UNCH    1 2
 NX0049
 NX0049.Superseded values are not recommended for survey control.
 NX0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NX0049.See file dsdata.txt to determine how the superseded data were derived.
 NX0049
 NX0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG6992661425(NAD 83)
 NX0049_MARKER: DB = BENCH MARK DISK
 NX0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NX0049_SP_SET: CONCRETE POST
 NX0049_STAMPING: H 118 1934
 NX0049_MARK LOGO: CGS   
 NX0049_PROJECTION: PROJECTING 20 CENTIMETERS
 NX0049_MAGNETIC: N = NO MAGNETIC MATERIAL
 NX0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NX0049+STABILITY: SURFACE MOTION
 NX0049_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NX0049+SATELLITE: SATELLITE OBSERVATIONS - May 17, 1999
 NX0049
 NX0049  HISTORY     - Date     Condition        Report By
 NX0049  HISTORY     - 1934     MONUMENTED       CGS
 NX0049  HISTORY     - 1950     GOOD             CGS
 NX0049  HISTORY     - 1956     SEE DESCRIPTION  CGS
 NX0049  HISTORY     - 1956     GOOD             NGS
 NX0049  HISTORY     - 1984     GOOD             NGS
 NX0049  HISTORY     - 1984     GOOD             NGS
 NX0049  HISTORY     - 19890714 GOOD             NGS
 NX0049  HISTORY     - 19900117 GOOD
 NX0049  HISTORY     - 19910624 GOOD             NGS
 NX0049  HISTORY     - 19910924 GOOD             NGS
 NX0049  HISTORY     - 19920527 GOOD             NGS
 NX0049  HISTORY     - 19980603 GOOD             BLM
 NX0049  HISTORY     - 19990517 GOOD             NGS
 NX0049
 NX0049                          STATION DESCRIPTION
 NX0049
 NX0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NX0049'8 MI N FROM DENIO.
 NX0049'ABOUT 8 MILES NORTH ALONG THE ROAD LEADING TO CRANE FROM DENIO, HARNEY
 NX0049'COUNTY, AT THE JUNCTION OF THE ROAD LEADING TO ROME, 45 FEET WEST OF
 NX0049'THE ROAD LEADING TO ROME, 12 FEET NORTHEAST OF THE ROAD LEADING TO THE
 NX0049'N.B. HUFFMAN RANCH HOUSE, AND 48 FEET EAST OF THE CENTER LINE OF THE
 NX0049'ROAD LEADING TO CRANE.  A STANDARD DISK, STAMPED H 118 1934 AND SET IN
 NX0049'THE TOP OF A CONCRETE POST.  NOTE-- USED AS A TRIANGULATION STATION.
 NX0049'TO REACH FROM THE POST OFFICE IN DENIO, NEVADA GO NORTH ON THE MAIN
 NX0049'TRAVELED ROAD 8.2 MILES TO THE COTTONWOOD SCHOOL AND THE MARK.
 NX0049
 NX0049                          STATION RECOVERY (1950)
 NX0049
 NX0049'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (EBL)
 NX0049'THE STATION IS ABOUT 7.5 MILES NORTH OF DENIO, OREGON.  100
 NX0049'YARDS SOUTH OF THE OLD COTTONWOOD SCHOOL HOUSE, ALSO KNOWN
 NX0049'LOCALLY AS THE RED POINT SCHOOL.  20 YARDS EAST OF THE MAIN ROAD
 NX0049'AND 20 YARDS NORTHWEST OF A FENCE CORNER.  THE STATION MARK IS
 NX0049'A U.S. COAST AND GEODETIC SURVEY BENCH MARK, STAMPED H 118 1934,
 NX0049'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS
 NX0049'APPROXIMATELY 10 INCHES.
 NX0049'
 NX0049'REFERENCE MARK NO. 1, STAMPED BM H 118 NO 1 1950, IS 11 YARDS
 NX0049'NORTH OF THE FENCE CORNER AND 1 FOOT WEST OF THE FENCELINE.
 NX0049'
 NX0049'REFERENCE MARK NO. 2, STAMPED BM H 118 NO 2 1950, IS 13 YARDS
 NX0049'WEST OF THE FENCE CORNER AND 12 YARDS EAST OF THE CENTER LINE
 NX0049'OF THE MAIN ROAD.
 NX0049'
 NX0049'THE AZIMUTH MARK, STAMPED BM H 118 1950, IS 15 YARDS NORTHWEST
 NX0049'OF THE CENTER LINE OF THE ROAD.  4 FEET SOUTHWEST OF A FENCE
 NX0049'CORNER AND 2 FEET SOUTHWEST OF A WHITE WITNESS POST.  THE MARK
 NX0049'PROJECTS ABOUT 2 INCHES.
 NX0049'
 NX0049'TO REACH THE STATION FROM THE POST OFFICE AND CROSS ROADS IN
 NX0049'DENIO, OREGON, GO NORTH ON THE ROAD TOWARDS FIELDS FOR 8.2 MILES
 NX0049'TO THE COTTONWOOD SCHOOL HOUSE AND THE STATION.
 NX0049'
 NX0049'TO REACH THE AZIMUTH MARK FROM THE STATION, FOLLOW THE ROAD
 NX0049'NORTHEAST, PASSING TO THE EAST OF THE SCHOOL HOUSE, FOR 0.3 MILE
 NX0049'TO A FENCE CORNER AND THE MARK ON THE LEFT.
 NX0049
 NX0049                          STATION RECOVERY (1956)
 NX0049
 NX0049'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (LSB)
 NX0049'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 NX0049'CONDITION.
 NX0049'
 NX0049'THE ORIGINAL DESCRIPTION IS ADEQUATE WITH THE FOLLOWING
 NX0049'EXCEPTION--THE DISTANCE TO R.M. 1 WAS FOUND TO BE 19.124 METERS,
 NX0049'62.75 FEET INSTEAD OF 19.130 METERS, 62.76 FEET.
 NX0049'
 NX0049'ALL OTHER DISTANCES AND DIRECTIONS WERE CHECKED.
 NX0049'
 NX0049'A 4 FOOT STAND WAS USED FOR ALL OBSERVATIONS.
 NX0049
 NX0049                          STATION RECOVERY (1956)
 NX0049
 NX0049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 NX0049'RECOVERED IN GOOD CONDITION.
 NX0049
 NX0049                          STATION RECOVERY (1984)
 NX0049
 NX0049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NX0049'RECOVERED IN GOOD CONDITION.
 NX0049
 NX0049                          STATION RECOVERY (1984)
 NX0049
 NX0049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NX0049'THE MARK IS 2.5 M BELOW THE MAIN ROAD.
 NX0049'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  12.74 KM
 NX0049'(7.92 MI) NORTH ALONG THE WINNEMUCCA CRANE ROAD FROM THE POST OFFICE
 NX0049'AT DENIO, NEVADA, BETWEEN THE MAIN ROAD AND A TRACK ROAD LEADING
 NX0049'NORTHEAST, 0.25 KM (0.16 MI) NORTHEAST OF A POWER LINE CROSSING,
 NX0049'32.6 METERS (107 FT) EAST OF THE CENTER OF THE MAIN ROAD, 88.4 METERS
 NX0049'(290 FT) SOUTH OF THE SOUTH CORNER OF AN ABANDON SCHOOL HOUSE,
 NX0049'19.2 METERS (63 FT) NORTHWEST ACROSS A TRACK ROAD FROM A FENCE CORNER,
 NX0049'13.0 METERS (42.5 FT) WEST OF THE CENTER OF THE TRACK ROAD AND
 NX0049'2.4 METERS (8 FT) EAST OF A FENCE.
 NX0049'THE MARK IS 2.0 METERS  ENE FROM A WITNESS POST.
 NX0049
 NX0049                          STATION RECOVERY (1989)
 NX0049
 NX0049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NX0049'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE RMS WERE SEARCHED
 NX0049'FOR BUT WERE NOT FOUND.  THE AZIMUTH MARK WAS NOT SEARCHED FOR.
 NX0049'TO REACH THE STATION FROM THE BORDER AT DENIO GO NORTH 13 KM (8.1 MI)
 NX0049'TO THE MARK ON THE RIGHT.  ITS POSSIBLE TO DRIVE CLOSER TO THE
 NX0049'STATION BY TAKING FARM LANE 0.16 KM (0.10 MI) SOUTH THEN EAST 0.16 KM
 NX0049'(0.10 MI) THEN NORTH .16 KM (0.10 MI) .
 NX0049'THE STATION IS LOCATED ABOUT 100 METERS SOUTH OF THE OLD SCHOOL, 30
 NX0049'METERS EAST OF THE CENTERLINE OF THE HIGHWAY, 19.2 M (63.0 FT) WNW OF
 NX0049'A FENCE CORNER, 12.6 M (41.3 FT) WEST OF THE CENTERLINE OF A DIRT
 NX0049'ROAD, 2.2 M (7.2 FT) EAST OF A FENCE, 1.9 M (6.2 FT) EAST OF A
 NX0049'WITNESS POST AND IS ABOUT 5 M (16.4 FT) LOWER THAT THE MAIN ROAD.
 NX0049'DESCRIBED BY L.L. RIGGERS.
 NX0049
 NX0049                          STATION RECOVERY (1990)
 NX0049
 NX0049'RECOVERED 1990
 NX0049'RECOVERED IN GOOD CONDITION.
 NX0049
 NX0049                          STATION RECOVERY (1991)
 NX0049
 NX0049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NX0049'THE STATION IS LOCATED ABOUT 13.4 KM (8.3 MI) NORTH OF DENIO NV AND
 NX0049'ALONG THE ROAD BETWEEN DENIO AND FIELDS OR.  OWNERSHIP--UNKNOWN.
 NX0049'TO REACH THE STATION FROM THE DENIO POST OFFICE IN NV, GO NORTH ACROSS
 NX0049'THE STATE BORDER ON THE ROAD TO FIELDS FOR 13.1 KM (8.1 MI) TO A DIRT
 NX0049'FARM ROAD THAT BRANCHES TO THE EAST.  TAKE FARM ROAD AND GO NORTH FOR
 NX0049'0.32 KM (0.20 MI) PASSING THROUGH GATE AND THEN LEFT THROUGH FENCES.
 NX0049'THEN GO NORTHWEST FOR 0.11 KM (0.07 MI) TO THE STATION ON THE LEFT.
 NX0049'THE STATION IS A STANDARD CGS DISK SET IN A CONCRETE POST PROJECTING
 NX0049'0.34 M (1.12 FT) ABOVE THE GROUND.  LOCATED 88.4 M (290.0 FT) SOUTH
 NX0049'OF AN ABANDONED SCHOOL BUILDING, 32.6 M (107.0 FT) EAST OF THE CENTER
 NX0049'OF THE PAVED ROAD, 19.2 M (63.0 FT) NORTHWEST OF A CORNER FENCE POST,
 NX0049'12.6 M (41.3 FT) WEST OF THE FARM ROAD CENTER, 2.4 M (7.9 FT) EAST OF
 NX0049'A BARBED WIRE FENCE, 2.0 M (6.6 FT) NORTHEAST OF A WITNESS POST AND
 NX0049'ABOUT 2.5 M (8.2 FT) LOWER THAN THE PAVED ROAD.
 NX0049
 NX0049                          STATION RECOVERY (1991)
 NX0049
 NX0049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NX0049'RECOVERED IN GOOD CONDITION.
 NX0049
 NX0049                          STATION RECOVERY (1992)
 NX0049
 NX0049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (GRH)
 NX0049'STATION IS LOCATED ABOUT 12 KM (7.45 MI) NORTH OF THE OREGON-NEVADA
 NX0049'STATE LINE AT DENIO, ALONG COUNTY ROAD 201 (FIELDS-DENIO ROAD), ON THE
 NX0049'OUTSIDE OF A SHALLOW CURVE, BETWEEN THE RIGHT-OF-WAY FENCE AND AN
 NX0049'ALMOST PARALLEL FENCE, ABOUT 100 M (328.1 FT) SOUTH OF AN OLD FRAME
 NX0049'BUILDING.  OWNERSHIP--WALDIRCH RANCH, CLAY CLIFTON, MANAGER.  PHONE
 NX0049'503-495-2304. TO REACH FROM THE JUNCTION OF NEVADA HIGHWAYS 140 AND
 NX0049'292 AT DENIO JUNCTION, GO NORTH ON HIGHWAY 292 FOR 4.73 KM (2.95 MI)
 NX0049'TO A CATTLE GUARD AT THE STATE LINE IN DENIO.  CONTINUE NORTH ON
 NX0049'COUNTY ROAD 201 FOR 12.41 KM (7.70 MI) TO A GRAVEL ROAD RIGHT AND
 NX0049'OVERHEAD WIRES ACROSS ROAD.  BEAR RIGHT ON GRAVEL ROAD FOR 0.15 KM
 NX0049'(0.10 MI) TO A BARBED WIRE GATE ON THE LEFT.  TURN LEFT THROUGH GATE
 NX0049'AND GO 0.15 KM (0.10 MI) TO THE STATION ON THE LEFT. STATION MARK IS
 NX0049'SET IN THE TOP OF A 25-CM SQUARE CONCRETE POST SURROUNDED A 0.6 M (2.0
 NX0049'FT) SQUARE CONCRETE FORM PROJECTING 30 CM ABOVE GROUND. POST SURFACE
 NX0049'IS WEATHERING POORLY, AND COWS HAVE ERODED GROUND ON ITS EAST SIDE. IT
 NX0049'IS 32.5 M (106.6 FT) (SLOPE) EAST OF, AND 5 M (16.4 FT) LOWER THAN THE
 NX0049'PAVED ROAD CENTER, 2.3 M (7.5 FT) EAST OF THE RIGHT-OF-WAY FENCE, 16 M
 NX0049'(52.5 FT) EAST OF THE CENTER OF THE OLD ROADBED, 19.5 M (64.0 FT)
 NX0049'NORTHWEST OF AN ANGLED FENCE CORNER OF THE PASTURE FENCE, AND 34.8 M
 NX0049'(114.2 FT) NORTH OF AN ANGLED FENCE CORNER IN THE RIGHT-OF-WAY FENCE,
 NX0049'AND 2.1 M (6.9 FT) EAST-NORTHEAST OF A FIBERGLASS WITNESS POST.
 NX0049
 NX0049                          STATION RECOVERY (1998)
 NX0049
 NX0049'RECOVERY NOTE BY BUREAU OF LAND MANAGEMENT 1998 (KWB)
 NX0049'STATION IS LOCATED ABOUT 12.7 KM (7.90 MI) NORTH OF THE OREGON-NEVADA
 NX0049'STATE LINE AT DENIO, 0.32 KM (0.20 MI) NORTH ON STATE ROAD 205
 NX0049'(FIELDS-DENIO ROAD) FROM A POWER LINE CROSSING AND ROAD LEADING EAST
 NX0049'TO A FARM HOUSE, ON THE OUTSIDE OF A SLIGHT CURVE, BETWEEN THE
 NX0049'RIGHT-OF-WAY FENCE AND AN ALMOST PARALLEL FENCE, ABOUT 100 M (328.1
 NX0049'FT) SOUTH OF AN OLD FRAME BUILDING.  OWNERSHIP--WALDIRCH RANCH, CLAY
 NX0049'CLIFTON, MANAGER.  PHONE 503-495-2304.  TO REACH FROM THE JUNCTION OF
 NX0049'NEVADA STATE HIGHWAYS 140 AND 292 AT DENIO JUNCTION, GO NORTH ON
 NX0049'HIGHWAY 292 FOR 4.73 KM (2.95 MI) TO A CATTLE GUARD AT THE STATE LINE
 NX0049'IN DENIO (HIGHWAY 292 BECOMES STATE ROAD 205).  CONTINUE NORTH ON
 NX0049'STATE ROAD 205 (FIELDS-DENIO ROAD) FOR 12.41 KM (7.70 MI) TO A GRAVEL
 NX0049'ROAD RIGHT AND OVERHEAD WIRES ACROSS ROAD.  BEAR RIGHT ON GRAVEL ROAD
 NX0049'FOR 0.15 KM (0.10 MI) TO A BARBED WIRE GATE ON THE LEFT. TURN LEFT
 NX0049'THROUGH GATE AND GO 0.15 KM (0.10 MI) TO THE STATION ON THE LEFT.
 NX0049'STATION MARK IS SET IN THE TOP OF A 25 CM SQUARE CONCRETE POST
 NX0049'SURROUNDED BY A 60 CM SQUARE CONCRETE FORM PROJECTING 20 CM ABOVE
 NX0049'GROUND.  THE POST SURFACE IS WEATHERING POORLY AND GROUND HAS ERODED
 NX0049'ON ITS EAST SIDE.  IT IS 32.5 M (106.6 FT) (SLOPE MEASURE) EAST FROM
 NX0049'AND 5.0 M (16.4 FT) LOWER THAN THE CENTER OF THE PAVED ROAD, 2.3 M
 NX0049'(7.5 FT) EAST FROM THE RIGHT-OF-WAY FENCE AND FIBERGLAS WITNESS POST,
 NX0049'16.0 M (52.5 FT) EAST OF THE CENTER OF THE OLD ROADBED, 19.5 M (64.0
 NX0049'FT) NORTHWEST FROM AN ANGLED FENCE CORNER OF THE PASTURE FENCE, AND
 NX0049'34.8 M (114.2 FT) NORTH FROM AN ANGLED FENCE CORNER IN THE
 NX0049'RIGHT-OF-WAY FENCE.
 NX0049
 NX0049                          STATION RECOVERY (1999)
 NX0049
 NX0049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 NX0049'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0099 ***********************************************************************
 NX0099  DESIGNATION -  H 119
 NX0099  PID         -  NX0099
 NX0099  STATE/COUNTY-  OR/HARNEY
 NX0099  USGS QUAD   -  GARRISON LAKE (1971)
 NX0099
 NX0099                         *CURRENT SURVEY CONTROL
 NX0099  ___________________________________________________________________
 NX0099* NAD 83(1986)-  42 22 47.     (N)    118 54 44.     (W)     SCALED    
 NX0099* NAVD 88     -      1386.676  (meters)    4549.45   (feet)  ADJUSTED  
 NX0099  ___________________________________________________________________
 NX0099  GEOID HEIGHT-         -19.69  (meters)                     GEOID03
 NX0099  DYNAMIC HT  -        1385.803 (meters)    4546.59  (feet)  COMP
 NX0099  MODELED GRAV-     979,943.7   (mgal)                       NAVD 88
 NX0099
 NX0099  VERT ORDER  -  SECOND    CLASS 0
 NX0099
 NX0099.The horizontal coordinates were scaled from a topographic map and have
 NX0099.an estimated accuracy of +/- 6 seconds.
 NX0099
 NX0099.The orthometric height was determined by differential leveling
 NX0099.and adjusted in June 1991.
 NX0099
 NX0099.The geoid height was determined by GEOID03.
 NX0099
 NX0099.The dynamic height is computed by dividing the NAVD 88
 NX0099.geopotential number by the normal gravity value computed on the
 NX0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0099.degrees latitude (g = 980.6199 gals.).
 NX0099
 NX0099.The modeled gravity was interpolated from observed gravity values.
 NX0099
 NX0099;                    North         East    Units  Estimated Accuracy
 NX0099;SPC OR S     -    80,450.    1,630,750.      MT  (+/- 180 meters Scaled)
 NX0099
 NX0099                          SUPERSEDED SURVEY CONTROL
 NX0099
 NX0099  NGVD 29 (??/??/92) 1385.510  (m)         4545.63   (f) ADJ UNCH    2 0
 NX0099
 NX0099.Superseded values are not recommended for survey control.
 NX0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NX0099.See file dsdata.txt to determine how the superseded data were derived.
 NX0099
 NX0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG425937(NAD 83)
 NX0099_MARKER: DB = BENCH MARK DISK
 NX0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NX0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NX0099_STAMPING: H 119 1934
 NX0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NX0099+STABILITY: SURFACE MOTION
 NX0099
 NX0099  HISTORY     - Date     Condition        Report By
 NX0099  HISTORY     - 1934     MONUMENTED       CGS
 NX0099  HISTORY     - 1971     GOOD             USGS
 NX0099
 NX0099                          STATION DESCRIPTION
 NX0099
 NX0099'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 NX0099'16.4 MI NW FROM FIELDS.
 NX0099'FIELDS, 14.6 MILES NORTHWEST ON THE FRENCHGLEN ROAD (0.6 MILES NORTH
 NX0099'OF A SHARP CURVE TO THE RIGHT).  THENCE NORTHWEST ON A DIRT ROAD 1.8
 NX0099'MILES.  35 FT. NORTH OF THE ROAD IN A CONCRETE POST PROJECTING 0.7 FT.
 NX0099'ABOVE GROUND, STAMPED H 119 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1134 ***********************************************************************
 QD1134  DESIGNATION -  H 12
 QD1134  PID         -  QD1134
 QD1134  STATE/COUNTY-  OR/LINN
 QD1134  USGS QUAD   -  SANTIAM JUNCTION (1988)
 QD1134
 QD1134                         *CURRENT SURVEY CONTROL
 QD1134  ___________________________________________________________________
 QD1134* NAD 83(1986)-  44 25 19.     (N)    121 59 55.     (W)     SCALED    
 QD1134* NAVD 88     -      1018.660  (meters)    3342.05   (feet)  POSTED    
 QD1134  ___________________________________________________________________
 QD1134  GEOID HEIGHT-         -21.53  (meters)                     GEOID03
 QD1134  DYNAMIC HT  -        1018.310 (meters)    3340.91  (feet)  COMP
 QD1134  MODELED GRAV-     980,241.8   (mgal)                       NAVD 88
 QD1134
 QD1134  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 QD1134
 QD1134.The horizontal coordinates were scaled from a topographic map and have
 QD1134.an estimated accuracy of +/- 6 seconds.
 QD1134
 QD1134.The orthometric height was determined by differential leveling
 QD1134.and adjusted by the  in 1992.
 QD1134.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 QD1134.rate of 1.1 thru 2.0 mm/km.
 QD1134
 QD1134.The geoid height was determined by GEOID03.
 QD1134
 QD1134.The dynamic height is computed by dividing the NAVD 88
 QD1134.geopotential number by the normal gravity value computed on the
 QD1134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1134.degrees latitude (g = 980.6199 gals.).
 QD1134
 QD1134.The modeled gravity was interpolated from observed gravity values.
 QD1134
 QD1134;                    North         East    Units  Estimated Accuracy
 QD1134;SPC OR N     -    85,040.    2,380,670.      MT  (+/- 180 meters Scaled)
 QD1134
 QD1134                          SUPERSEDED SURVEY CONTROL
 QD1134
 QD1134  NGVD 29 (??/??/92) 1017.461  (m)         3338.12   (f) ADJ UNCH    1 2
 QD1134
 QD1134.Superseded values are not recommended for survey control.
 QD1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1134.See file dsdata.txt to determine how the superseded data were derived.
 QD1134
 QD1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ797192(NAD 83)
 QD1134_MARKER: DD = SURVEY DISK
 QD1134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD1134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QD1134_STAMPING: 3338 23 H 12 1934
 QD1134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD1134+STABILITY: SURFACE MOTION
 QD1134
 QD1134  HISTORY     - Date     Condition        Report By
 QD1134  HISTORY     - 1934     MONUMENTED       BPR
 QD1134  HISTORY     - 1963     GOOD             NGS
 QD1134
 QD1134                          STATION DESCRIPTION
 QD1134
 QD1134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 QD1134'3.3 MI W FROM SANTIAM JUNCTION.
 QD1134'3.3 MILES WEST ALONG U.S. HIGHWAY 20 FROM THE MOBIL SERVICE STATION
 QD1134'AND STORE AT SANTIAM JUNCTION, 0.2 MILE EAST OF THE CLEAR LAKE
 QD1134'JUNCTION OF U.S. HIGHWAYS 20 AND 126, 135 FEET SOUTHEAST AND ACROSS
 QD1134'THE HIGHWAY FROM BENCH MARK H 13 (U.S.B.P.R.), 88 FEET SOUTHEAST OF
 QD1134'THE SIGN, CLEAR LAKE JCT. 1/4 MILE, 67 FEET SOUTHEAST OF THE CENTER OF
 QD1134'U.S. HIGHWAY 20 AND 0.5 FOOT WEST OF A METAL WITNESS POST.  THE
 QD1134'MONUMENT PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0332 ***********************************************************************
 QC0332  DESIGNATION -  H 12
 QC0332  PID         -  QC0332
 QC0332  STATE/COUNTY-  OR/GRANT
 QC0332  USGS QUAD   -  WOLFINGER BUTTE (1983)
 QC0332
 QC0332                         *CURRENT SURVEY CONTROL
 QC0332  ___________________________________________________________________
 QC0332* NAD 83(1991)-  44 25 39.27052(N)    119 14 13.45357(W)     ADJUSTED  
 QC0332* NAVD 88     -       831.234  (meters)    2727.14   (feet)  ADJUSTED  
 QC0332  ___________________________________________________________________
 QC0332  LAPLACE CORR-           2.53  (seconds)                    DEFLEC99
 QC0332  GEOID HEIGHT-         -18.50  (meters)                     GEOID03
 QC0332  DYNAMIC HT  -         830.953 (meters)    2726.22  (feet)  COMP
 QC0332  MODELED GRAV-     980,252.1   (mgal)                       NAVD 88
 QC0332
 QC0332  HORZ ORDER  -  THIRD
 QC0332  VERT ORDER  -  FIRST     CLASS II
 QC0332
 QC0332.The horizontal coordinates were established by classical geodetic methods
 QC0332.and adjusted by the National Geodetic Survey in October 1991.
 QC0332
 QC0332.The orthometric height was determined by differential leveling
 QC0332.and adjusted in June 1991.
 QC0332
 QC0332.The Laplace correction was computed from DEFLEC99 derived deflections.
 QC0332
 QC0332.The geoid height was determined by GEOID03.
 QC0332
 QC0332.The dynamic height is computed by dividing the NAVD 88
 QC0332.geopotential number by the normal gravity value computed on the
 QC0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0332.degrees latitude (g = 980.6199 gals.).
 QC0332
 QC0332.The modeled gravity was interpolated from observed gravity values.
 QC0332
 QC0332;                    North         East     Units Scale Factor Converg.
 QC0332;SPC OR N     -    85,340.665 2,600,558.145   MT  0.99997760   +0 53 44.3
 QC0332;SPC OR N     -   279,989.06  8,532,014.91   iFT  0.99997760   +0 53 44.3
 QC0332;UTM  11      - 4,921,798.426   321,936.947   MT  0.99998994   -1 33 59.0
 QC0332
 QC0332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QC0332!SPC OR N     -   0.99987258  x   0.99997760  =   0.99985018
 QC0332!UTM  11      -   0.99987258  x   0.99998994  =   0.99986252
 QC0332
 QC0332|---------------------------------------------------------------------|
 QC0332| PID    Reference Object                     Distance      Geod. Az  |
 QC0332|                                                           dddmmss.s |
 QC0332| QC0333 H 12 RM 1                            14.392 METERS 01919     |
 QC0332| QC0334 H 12 RM 2                             7.148 METERS 10714     |
 QC0332| QC0330 H 12 AZ MK                                         2135048.9 |
 QC0332|---------------------------------------------------------------------|
 QC0332
 QC0332                          SUPERSEDED SURVEY CONTROL
 QC0332
 QC0332  NAD 83(1986)-  44 25 39.27691(N)    119 14 13.44956(W) AD(       ) 3
 QC0332  NAD 27      -  44 25 39.73900(N)    119 14 09.58500(W) AD(       ) 3
 QC0332  NGVD 29 (??/??/92)  830.086  (m)         2723.37   (f) ADJ UNCH    1 2
 QC0332
 QC0332.Superseded values are not recommended for survey control.
 QC0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0332.See file dsdata.txt to determine how the superseded data were derived.
 QC0332
 QC0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK2193721798(NAD 83)
 QC0332_MARKER: DD = SURVEY DISK
 QC0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QC0332_STAMPING: H 12 1940 2724
 QC0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0332+STABILITY: SURFACE MOTION
 QC0332
 QC0332  HISTORY     - Date     Condition        Report By
 QC0332  HISTORY     - 1945     MONUMENTED       USGS
 QC0332  HISTORY     - 1963     SEE DESCRIPTION  CGS
 QC0332  HISTORY     - 1963     GOOD             NGS
 QC0332
 QC0332                          STATION DESCRIPTION
 QC0332
 QC0332'DESCRIBED BY US GEOLOGICAL SURVEY 1945 (JCT)
 QC0332'STATION IS A U.S. GEOLOGICAL SURVEY MARK LOCATED IN THE LOW AREA
 QC0332'OF THE JOHN DAY VALLEY, ABOUT 0.5 MILE NORTH OF THE JOHN DAY RIVER,
 QC0332'ABOUT 0.7 MILE NORTHWEST OF THE BELSHAW SCHOOL HOUSE, AND ABOUT
 QC0332'6.2 MILES AIRLINE WEST AND NORTH OF MT. VERNON.  THE STATION IS
 QC0332'80 FEET SOUTHWEST OF A DIRT ROAD FORKS, 24 FEET SOUTH OF THE
 QC0332'CENTERLINE OF A DIRT ROAD, 18 FEET WEST-SOUTHWEST OF A TELEPHONE
 QC0332'POLE, 5 FEET WEST-NORTHWEST OF A WHITE REFERENCE POST, AND 3
 QC0332'FEET NORTH OF A FENCE.  THE MARK IS A U.S.G.S. BENCH MARK
 QC0332'CONSISTING OF A BRONZE DISK STAMPED--H12 2724 1940 SET IN THE
 QC0332'TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES.
 QC0332'
 QC0332'REFERENCE MARK NO. 1 IS NORTH OF THE STATION, 24 FEET NORTH OF
 QC0332'THE CENTER LINE OF THE ROAD, AND THE MARK PROJECTS 1 INCH.
 QC0332'
 QC0332'REFERENCE MARK NO. 2 IS EAST OF THE STATION, 25 FEET SOUTH OF THE
 QC0332'CENTER LINE OF THE ROAD, AND 1 FOOT NORTH OF A FENCE.  THE
 QC0332'MARK PROJECTS 1 INCH.
 QC0332'
 QC0332'THE AZIMUTH MARK IS ABOUT 1 MILE SOUTH-SOUTHWEST OF THE STATION,
 QC0332'26 FEET SOUTH OF THE CENTER LINE OF THE PAVED ROAD, AND 1 FOOT
 QC0332'NORTH OF A FENCE.  THE MARK PROJECTS 3 INCHES.  REACHED FROM THE
 QC0332'STATION BY GOING BACK TO THE JUNCTION WITH THE PAVED ROAD AND
 QC0332'SIGN BELSHAW MDWS.  TURN RIGHT, WEST, AND GO 1.0 MILE TO AZIMUTH
 QC0332'MARK ON SOUTH SIDE OF ROAD.
 QC0332'
 QC0332'ALL REFERENCE MARKS ARE STAMPED--H12 USGS 1945 AND WITH THEIR
 QC0332'RESPECTIVE NUMBERS.
 QC0332'
 QC0332'STATION IS REACHED FROM THE JUNCTION OF THE HIGHWAYS IN MT. VERNON
 QC0332'BY GOING WEST ON STATE ROUTE 28 FOR 5.6 MILES TO A SIDE ROAD RIGHT
 QC0332'JUST AFTER CROSSING A WOODEN BRIDGE AND SIGN ON LEFT BELSHAW MDWS
 QC0332'18, TURN RIGHT ON SIDE ROAD AND GO 0.4 MILE TO FORKS, TAKE LEFT
 QC0332'FORK AND GO 1.0 MILE TO DIM FORKS RIGHT, CONTINUE ABOUT 80 FEET
 QC0332'TO STATION ON LEFT.
 QC0332
 QC0332                          STATION RECOVERY (1963)
 QC0332
 QC0332'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FN)
 QC0332'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 QC0332'WERE RECOVERED AS DESCRIBED.  THE AZIMUTH MARK WAS SEARCHED FOR
 QC0332'BUT NOT RECOVERED.
 QC0332
 QC0332                          STATION RECOVERY (1963)
 QC0332
 QC0332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 QC0332'7.5 MI W FROM MOUNT VERNON.
 QC0332'6.0 MILES WEST ALONG U.S. HIGHWAY 26 FROM THE POST OFFICE AT MOUNT
 QC0332'VERNON TO A SIDE ROAD RIGHT, TURN RIGHT AND GO NORTH AND NORTHEAST ON
 QC0332'GRAVELED ROAD FOR 0.4 MILE TO A T ROAD INTERSECTION, NORTH SIDE ROAD,
 QC0332'TURN LEFT AND GO NORTHWEST ON NORTH SIDE ROAD FOR 1.1 MILES TO THE
 QC0332'BENCH MARK ON THE LEFT.  BENCH MARK H 12 IS A STANDARD U.S. GEOLOGICAL
 QC0332'SURVEY STATION MARK DISK SET IN THE TOP OF A CONCRETE MONUMENT THAT
 QC0332'PROJECTS 3 INCHES.  IT IS 80 FEET SOUTHEAST OF A ROAD INTERSECTION, 24
 QC0332'FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD, 18 FEET EAST OF A ROAD
 QC0332'SIGN, 13 FEET WEST OF A TELEPHONE POLE 1 1/2 FEET NORTH OF A FENCE AND
 QC0332'1 FOOT EAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0330 ***********************************************************************
 QC0330  DESIGNATION -  H 12 AZ MK
 QC0330  PID         -  QC0330
 QC0330  STATE/COUNTY-  OR/GRANT
 QC0330  USGS QUAD   -  WOLFINGER BUTTE (1983)
 QC0330
 QC0330                         *CURRENT SURVEY CONTROL
 QC0330  ___________________________________________________________________
 QC0330* NAD 83(1986)-  44 25 10.     (N)    119 14 41.     (W)     SCALED    
 QC0330* NAVD 88     -       827.904  (meters)    2716.22   (feet)  ADJUSTED  
 QC0330  ___________________________________________________________________
 QC0330  GEOID HEIGHT-         -18.50  (meters)                     GEOID03
 QC0330  DYNAMIC HT  -         827.623 (meters)    2715.29  (feet)  COMP
 QC0330  MODELED GRAV-     980,252.9   (mgal)                       NAVD 88
 QC0330
 QC0330  VERT ORDER  -  FIRST     CLASS II
 QC0330
 QC0330.The horizontal coordinates were scaled from a topographic map and have
 QC0330.an estimated accuracy of +/- 6 seconds.
 QC0330
 QC0330.The orthometric height was determined by differential leveling
 QC0330.and adjusted in June 1991.
 QC0330
 QC0330.The geoid height was determined by GEOID03.
 QC0330
 QC0330.The dynamic height is computed by dividing the NAVD 88
 QC0330.geopotential number by the normal gravity value computed on the
 QC0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0330.degrees latitude (g = 980.6199 gals.).
 QC0330
 QC0330.The modeled gravity was interpolated from observed gravity values.
 QC0330
 QC0330;                    North         East    Units  Estimated Accuracy
 QC0330;SPC OR N     -    84,430.    2,599,960.      MT  (+/- 180 meters Scaled)
 QC0330
 QC0330                          SUPERSEDED SURVEY CONTROL
 QC0330
 QC0330  NGVD 29 (??/??/92)  826.754  (m)         2712.44   (f) ADJ UNCH    1 2
 QC0330
 QC0330.Superseded values are not recommended for survey control.
 QC0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0330.See file dsdata.txt to determine how the superseded data were derived.
 QC0330
 QC0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK213209(NAD 83)
 QC0330_MARKER: DB = BENCH MARK DISK
 QC0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QC0330_STAMPING: H 12 1945
 QC0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0330+STABILITY: SURFACE MOTION
 QC0330
 QC0330  HISTORY     - Date     Condition        Report By
 QC0330  HISTORY     - 1945     MONUMENTED       CGS
 QC0330
 QC0330                          STATION DESCRIPTION
 QC0330
 QC0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QC0330'6.6 MI W FROM MOUNT VERNON.
 QC0330'ABOUT 6.6 MILES WEST ALONG THE JOHN DAY HIGHWAY (U.S. 28) FROM THE
 QC0330'POST OFFICE AT MOUNT VERNON, GRANT COUNTY, ABOUT 0.2 MILE WEST OF A
 QC0330'RANCH HOUSE ON THE NORTH SIDE OF THE HIGHWAY, 30 FEET SOUTH OF THE
 QC0330'CENTER LINE OF THE HIGHWAY, AND 1 FOOT NORTH OF THE FENCE LINE.  A
 QC0330'STANDARD AZIMUTH-MARK DISK, STAMPED H 12 1945 AND SET IN THE TOP OF A
 QC0330'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0333 ***********************************************************************
 QC0333  DESIGNATION -  H 12 RM 1
 QC0333  PID         -  QC0333
 QC0333  STATE/COUNTY-  OR/GRANT
 QC0333  USGS QUAD   -  WOLFINGER BUTTE (1983)
 QC0333
 QC0333                         *CURRENT SURVEY CONTROL
 QC0333  ___________________________________________________________________
 QC0333* NAD 83(1986)-  44 25 39.     (N)    119 14 14.     (W)     SCALED    
 QC0333* NAVD 88     -       832.548  (meters)    2731.45   (feet)  ADJUSTED  
 QC0333  ___________________________________________________________________
 QC0333  GEOID HEIGHT-         -18.50  (meters)                     GEOID03
 QC0333  DYNAMIC HT  -         832.266 (meters)    2730.53  (feet)  COMP
 QC0333  MODELED GRAV-     980,252.2   (mgal)                       NAVD 88
 QC0333
 QC0333  VERT ORDER  -  FIRST     CLASS II
 QC0333
 QC0333.The horizontal coordinates were scaled from a topographic map and have
 QC0333.an estimated accuracy of +/- 6 seconds.
 QC0333
 QC0333.The orthometric height was determined by differential leveling
 QC0333.and adjusted in June 1991.
 QC0333
 QC0333.The geoid height was determined by GEOID03.
 QC0333
 QC0333.The dynamic height is computed by dividing the NAVD 88
 QC0333.geopotential number by the normal gravity value computed on the
 QC0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0333.degrees latitude (g = 980.6199 gals.).
 QC0333
 QC0333.The modeled gravity was interpolated from observed gravity values.
 QC0333
 QC0333;                    North         East    Units  Estimated Accuracy
 QC0333;SPC OR N     -    85,330.    2,600,550.      MT  (+/- 180 meters Scaled)
 QC0333
 QC0333                          SUPERSEDED SURVEY CONTROL
 QC0333
 QC0333  NGVD 29 (??/??/92)  831.400  (m)         2727.68   (f) ADJ UNCH    1 2
 QC0333
 QC0333.Superseded values are not recommended for survey control.
 QC0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0333.See file dsdata.txt to determine how the superseded data were derived.
 QC0333
 QC0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK219217(NAD 83)
 QC0333_MARKER: DR = REFERENCE MARK DISK
 QC0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QC0333_STAMPING: H 12 NO 1 USGS 1945
 QC0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0333+STABILITY: SURFACE MOTION
 QC0333
 QC0333  HISTORY     - Date     Condition        Report By
 QC0333  HISTORY     - 1945     MONUMENTED       CGS
 QC0333  HISTORY     - 1963     GOOD             NGS
 QC0333
 QC0333                          STATION DESCRIPTION
 QC0333
 QC0333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 QC0333'7.5 MI W FROM MOUNT VERNON.
 QC0333'6.0 MILES WEST ALONG U.S. HIGHWAY 26 FROM THE POST OFFICE AT MOUNT
 QC0333'VERNON TO A SIDE ROAD RIGHT, TURN RIGHT AND GO NORTH AND NORTHEAST FOR
 QC0333'0.4 MILE TO A T ROAD INTERSECTION, NORTH SIDE ROAD, TURN LEFT AND GO
 QC0333'NORTHWEST ON NORTH SIDE ROAD FOR 1.1 MILES TO THE REFERENCE MARK ON
 QC0333'THE LEFT.  IT IS A STANDARD REFERENCE MARK DISK SET IN THE TOP OF A
 QC0333'12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 QC0333'25 FEET EAST OF THE WITNESS POST, 24 FEET SOUTH OF THE CENTER OF THE
 QC0333'GRAVELED ROAD, 11 FEET EAST OF A TELEPHONE POLE AND 1 FOOT NORTH OF A
 QC0333'FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0334 ***********************************************************************
 QC0334  DESIGNATION -  H 12 RM 2
 QC0334  PID         -  QC0334
 QC0334  STATE/COUNTY-  OR/GRANT
 QC0334  USGS QUAD   -  WOLFINGER BUTTE (1983)
 QC0334
 QC0334                         *CURRENT SURVEY CONTROL
 QC0334  ___________________________________________________________________
 QC0334* NAD 83(1986)-  44 25 40.     (N)    119 14 14.     (W)     SCALED    
 QC0334* NAVD 88     -       830.884  (meters)    2725.99   (feet)  ADJUSTED  
 QC0334  ___________________________________________________________________
 QC0334  GEOID HEIGHT-         -18.50  (meters)                     GEOID03
 QC0334  DYNAMIC HT  -         830.602 (meters)    2725.07  (feet)  COMP
 QC0334  MODELED GRAV-     980,252.1   (mgal)                       NAVD 88
 QC0334
 QC0334  VERT ORDER  -  FIRST     CLASS II
 QC0334
 QC0334.The horizontal coordinates were scaled from a topographic map and have
 QC0334.an estimated accuracy of +/- 6 seconds.
 QC0334
 QC0334.The orthometric height was determined by differential leveling
 QC0334.and adjusted in June 1991.
 QC0334
 QC0334.The geoid height was determined by GEOID03.
 QC0334
 QC0334.The dynamic height is computed by dividing the NAVD 88
 QC0334.geopotential number by the normal gravity value computed on the
 QC0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0334.degrees latitude (g = 980.6199 gals.).
 QC0334
 QC0334.The modeled gravity was interpolated from observed gravity values.
 QC0334
 QC0334;                    North         East    Units  Estimated Accuracy
 QC0334;SPC OR N     -    85,360.    2,600,550.      MT  (+/- 180 meters Scaled)
 QC0334
 QC0334                          SUPERSEDED SURVEY CONTROL
 QC0334
 QC0334  NGVD 29 (??/??/92)  829.735  (m)         2722.22   (f) ADJ UNCH    1 2
 QC0334
 QC0334.Superseded values are not recommended for survey control.
 QC0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0334.See file dsdata.txt to determine how the superseded data were derived.
 QC0334
 QC0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK219218(NAD 83)
 QC0334_MARKER: DR = REFERENCE MARK DISK
 QC0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QC0334_STAMPING: H 12 NO 2 USGS
 QC0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0334+STABILITY: SURFACE MOTION
 QC0334
 QC0334  HISTORY     - Date     Condition        Report By
 QC0334  HISTORY     - 1945     MONUMENTED       CGS
 QC0334  HISTORY     - 1963     GOOD             NGS
 QC0334
 QC0334                          STATION DESCRIPTION
 QC0334
 QC0334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 QC0334'7.5 MI W FROM MOUNT VERNON.
 QC0334'6.0 MILES WEST ALONG U.S. HIGHWAY 26 FROM THE POST OFFICE AT MOUNT
 QC0334'VERNON TO A SIDE ROAD RIGHT, TURN RIGHT AND GO NORTH AND NORTHEAST ON
 QC0334'THE GRAVELED ROAD FOR 0.4 MILE TO A T ROAD INTERSECTION, NORTH SIDE
 QC0334'ROAD, TURN LEFT AND GO NORTHWEST ON NORTH SIDE ROAD FOR 1.1 MILES TO
 QC0334'THE REFERENCE MARK ON THE RIGHT.  A STANDARD REFERENCE MARK DISK SET
 QC0334'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2
 QC0334'INCHES.  IT IS 48 FEET NORTH OF THE WITNESS POST, 23 FEET NORTH OF THE
 QC0334'CENTER OF THE GRAVELED ROAD, 18 FEET NORTHEAST OF A ROAD INTERSECTION
 QC0334'AND 2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0163 ***********************************************************************
 NX0163  DESIGNATION -  H 120
 NX0163  PID         -  NX0163
 NX0163  STATE/COUNTY-  OR/LAKE
 NX0163  USGS QUAD   -  FLAGSTAFF LAKE (1967)
 NX0163
 NX0163                         *CURRENT SURVEY CONTROL
 NX0163  ___________________________________________________________________
 NX0163* NAD 83(1986)-  42 35 49.     (N)    119 50 47.     (W)     SCALED    
 NX0163* NAVD 88     -      1365.460  (meters)    4479.85   (feet)  ADJUSTED  
 NX0163  ___________________________________________________________________
 NX0163  GEOID HEIGHT-         -20.24  (meters)                     GEOID03
 NX0163  DYNAMIC HT  -        1364.640 (meters)    4477.16  (feet)  COMP
 NX0163  MODELED GRAV-     979,973.0   (mgal)                       NAVD 88
 NX0163
 NX0163  VERT ORDER  -  SECOND    CLASS 0
 NX0163
 NX0163.The horizontal coordinates were scaled from a topographic map and have
 NX0163.an estimated accuracy of +/- 6 seconds.
 NX0163
 NX0163.The orthometric height was determined by differential leveling
 NX0163.and adjusted in June 1991.
 NX0163
 NX0163.The geoid height was determined by GEOID03.
 NX0163
 NX0163.The dynamic height is computed by dividing the NAVD 88
 NX0163.geopotential number by the normal gravity value computed on the
 NX0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0163.degrees latitude (g = 980.6199 gals.).
 NX0163
 NX0163.The modeled gravity was interpolated from observed gravity values.
 NX0163
 NX0163;                    North         East    Units  Estimated Accuracy
 NX0163;SPC OR S     -   103,550.    1,553,640.      MT  (+/- 180 meters Scaled)
 NX0163
 NX0163                          SUPERSEDED SURVEY CONTROL
 NX0163
 NX0163  NGVD 29 (??/??/92) 1364.285  (m)         4475.99   (f) ADJ UNCH    2 0
 NX0163
 NX0163.Superseded values are not recommended for survey control.
 NX0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NX0163.See file dsdata.txt to determine how the superseded data were derived.
 NX0163
 NX0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKH664199(NAD 83)
 NX0163_MARKER: DB = BENCH MARK DISK
 NX0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NX0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NX0163_STAMPING: H 120 1934
 NX0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NX0163+STABILITY: SURFACE MOTION
 NX0163
 NX0163  HISTORY     - Date     Condition        Report By
 NX0163  HISTORY     - 1934     MONUMENTED       CGS
 NX0163
 NX0163                          STATION DESCRIPTION
 NX0163
 NX0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NX0163'4.2 MI N FROM GOVERNMENT WELL.
 NX0163'4.2 MILES NORTH ALONG THE OO RANCH-PLUSH ROAD FROM GOVERNMENT WELL,
 NX0163'LAKE COUNTY, AT THE FOOT OF A GRADE ON THE SOUTH SIDE OF A HILL, AND
 NX0163'50 FEET EAST OF THE ROAD.  A STANDARD DISK, STAMPED H 120 1934 AND SET
 NX0163'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0695 ***********************************************************************
 QB0695  DESIGNATION -  H 122 RESET
 QB0695  PID         -  QB0695
 QB0695  STATE/COUNTY-  OR/MALHEUR
 QB0695  USGS QUAD   -  PAYETTE (1974)
 QB0695
 QB0695                         *CURRENT SURVEY CONTROL
 QB0695  ___________________________________________________________________
 QB0695* NAD 83(1986)-  44 01 30.     (N)    116 57 54.     (W)     SCALED    
 QB0695* NAVD 88     -       656.272  (meters)    2153.12   (feet)  ADJUSTED  
 QB0695  ___________________________________________________________________
 QB0695  GEOID HEIGHT-         -17.75  (meters)                     GEOID03
 QB0695  DYNAMIC HT  -         656.074 (meters)    2152.47  (feet)  COMP
 QB0695  MODELED GRAV-     980,295.8   (mgal)                       NAVD 88
 QB0695
 QB0695  VERT ORDER  -  FIRST     CLASS II
 QB0695
 QB0695.The horizontal coordinates were scaled from a topographic map and have
 QB0695.an estimated accuracy of +/- 6 seconds.
 QB0695
 QB0695.The orthometric height was determined by differential leveling
 QB0695.and adjusted in June 1991.
 QB0695
 QB0695.The geoid height was determined by GEOID03.
 QB0695
 QB0695.The dynamic height is computed by dividing the NAVD 88
 QB0695.geopotential number by the normal gravity value computed on the
 QB0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0695.degrees latitude (g = 980.6199 gals.).
 QB0695
 QB0695.The modeled gravity was interpolated from observed gravity values.
 QB0695
 QB0695;                    North         East    Units  Estimated Accuracy
 QB0695;SPC OR S     -   267,960.    1,783,330.      MT  (+/- 180 meters Scaled)
 QB0695
 QB0695                          SUPERSEDED SURVEY CONTROL
 QB0695
 QB0695.No superseded survey control is available for this station.
 QB0695
 QB0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ028746(NAD 83)
 QB0695_MARKER: DB = BENCH MARK DISK
 QB0695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0695_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0695_STAMPING: H 122 RESET 1977
 QB0695_MARK LOGO: NGS   
 QB0695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0695+STABILITY: SURFACE MOTION
 QB0695_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QB0695+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2007
 QB0695
 QB0695  HISTORY     - Date     Condition        Report By
 QB0695  HISTORY     - 1977     MONUMENTED       NGS
 QB0695  HISTORY     - 1985     GOOD             NGS
 QB0695  HISTORY     - 20060214 GOOD             ORDT
 QB0695  HISTORY     - 20070714 GOOD             NGS
 QB0695
 QB0695                          STATION DESCRIPTION
 QB0695
 QB0695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 QB0695'IN ONTARIO.
 QB0695'NEAR THE CENTER OF ONTARIO, ON THE WEST SIDE OF FIRST STREET, 150 FEET
 QB0695'SOUTHWEST OF THE ENTRANCE TO THE ONTARIO POST OFFICE, 119 FEET SOUTH
 QB0695'OF THE CENTER OF SOUTHWEST SECOND AVENUE, 39 FEET WEST OF THE CENTER
 QB0695'OF SOUTHWEST FIRST STREET, AND 5 FEET SOUTH OF THE SOUTHEAST CORNER OF
 QB0695'THE CENTER THEATRE.  A STANDARD DISK SET IN A CONCRETE MONUMENT THAT
 QB0695'IS FLUSH WITH THE SIDEWALK.
 QB0695
 QB0695                          STATION RECOVERY (1985)
 QB0695
 QB0695'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QB0695'RECOVERED IN GOOD CONDITION.
 QB0695
 QB0695                          STATION RECOVERY (2006)
 QB0695
 QB0695'RECOVERY NOTE BY OREGON DEPARTMENT OF TRANSPORTATION 2006 (MAS)
 QB0695'RECOVERED IN GOOD CONDITION.
 QB0695
 QB0695                          STATION RECOVERY (2007)
 QB0695
 QB0695'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2007 (DW)
 QB0695'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0167 ***********************************************************************
 NW0167  DESIGNATION -  H 128
 NW0167  PID         -  NW0167
 NW0167  STATE/COUNTY-  OR/MALHEUR
 NW0167  USGS QUAD   -  JORDAN VALLEY (1969)
 NW0167
 NW0167                         *CURRENT SURVEY CONTROL
 NW0167  ___________________________________________________________________
 NW0167* NAD 83(1986)-  42 58 44.     (N)    117 03 08.     (W)     SCALED    
 NW0167* NAVD 88     -      1339.775  (meters)    4395.58   (feet)  ADJUSTED  
 NW0167  ___________________________________________________________________
 NW0167  GEOID HEIGHT-         -16.96  (meters)                     GEOID03
 NW0167  DYNAMIC HT  -        1339.056 (meters)    4393.22  (feet)  COMP
 NW0167  MODELED GRAV-     980,037.0   (mgal)                       NAVD 88
 NW0167
 NW0167  VERT ORDER  -  SECOND    CLASS 0
 NW0167
 NW0167.The horizontal coordinates were scaled from a topographic map and have
 NW0167.an estimated accuracy of +/- 6 seconds.
 NW0167
 NW0167.The orthometric height was determined by differential leveling
 NW0167.and adjusted in June 1991.
 NW0167
 NW0167.The geoid height was determined by GEOID03.
 NW0167
 NW0167.The dynamic height is computed by dividing the NAVD 88
 NW0167.geopotential number by the normal gravity value computed on the
 NW0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0167.degrees latitude (g = 980.6199 gals.).
 NW0167
 NW0167.The modeled gravity was interpolated from observed gravity values.
 NW0167
 NW0167;                    North         East    Units  Estimated Accuracy
 NW0167;SPC OR S     -   151,550.    1,781,120.      MT  (+/- 180 meters Scaled)
 NW0167
 NW0167                          SUPERSEDED SURVEY CONTROL
 NW0167
 NW0167  NGVD 29 (??/??/92) 1338.712  (m)         4392.09   (f) ADJ UNCH    2 0
 NW0167
 NW0167.Superseded values are not recommended for survey control.
 NW0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0167.See file dsdata.txt to determine how the superseded data were derived.
 NW0167
 NW0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH957584(NAD 83)
 NW0167_MARKER: DB = BENCH MARK DISK
 NW0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NW0167_SP_SET: CONCRETE POST
 NW0167_STAMPING: H 128 1934
 NW0167_MARK LOGO: CGS   
 NW0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NW0167+STABILITY: SURFACE MOTION
 NW0167_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NW0167+SATELLITE: SATELLITE OBSERVATIONS - July 27, 1989
 NW0167
 NW0167  HISTORY     - Date     Condition        Report By
 NW0167  HISTORY     - 1934     MONUMENTED       CGS
 NW0167  HISTORY     - 1963     GOOD             NGS
 NW0167  HISTORY     - 19890727 GOOD             NGS
 NW0167
 NW0167                          STATION DESCRIPTION
 NW0167
 NW0167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 NW0167'0.35 MI N FROM JORDAN VALLEY.
 NW0167'0.35 MILES NORTH ALONG U.S. HIGHWAY 95 FROM THE JORDAN VALLEY HOTEL AT
 NW0167'JORDAN VALLEY AT THE SOUTHWEST CORNER OF THE WESTCOTT OIL COMPANY BULK
 NW0167'PLANT, 30 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 0.6 FOOT WEST
 NW0167'OF A FENCE, 4.4 FEET SOUTH OF THE NORTHWEST CORNER OF A FENCE AROUND
 NW0167'HOUSES, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 NW0167'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 NW0167
 NW0167                          STATION RECOVERY (1989)
 NW0167
 NW0167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NW0167'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0201 ***********************************************************************
 NW0201  DESIGNATION -  H 129
 NW0201  PID         -  NW0201
 NW0201  STATE/COUNTY-  OR/MALHEUR
 NW0201  USGS QUAD   -  THREE MAN BUTTE WELL (1982)
 NW0201
 NW0201                         *CURRENT SURVEY CONTROL
 NW0201  ___________________________________________________________________
 NW0201* NAD 83(1986)-  42 27 27.     (N)    117 52 47.     (W)     SCALED    
 NW0201* NAVD 88     -      1343.983  (meters)    4409.38   (feet)  ADJUSTED  
 NW0201  ___________________________________________________________________
 NW0201  GEOID HEIGHT-         -18.44  (meters)                     GEOID03
 NW0201  DYNAMIC HT  -        1343.188 (meters)    4406.78  (feet)  COMP
 NW0201  MODELED GRAV-     979,983.1   (mgal)                       NAVD 88
 NW0201
 NW0201  VERT ORDER  -  SECOND    CLASS 0
 NW0201
 NW0201.The horizontal coordinates were scaled from a topographic map and have
 NW0201.an estimated accuracy of +/- 6 seconds.
 NW0201
 NW0201.The orthometric height was determined by differential leveling
 NW0201.and adjusted in June 1991.
 NW0201
 NW0201.The geoid height was determined by GEOID03.
 NW0201
 NW0201.The dynamic height is computed by dividing the NAVD 88
 NW0201.geopotential number by the normal gravity value computed on the
 NW0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0201.degrees latitude (g = 980.6199 gals.).
 NW0201
 NW0201.The modeled gravity was interpolated from observed gravity values.
 NW0201
 NW0201;                    North         East    Units  Estimated Accuracy
 NW0201;SPC OR S     -    91,220.    1,715,490.      MT  (+/- 180 meters Scaled)
 NW0201
 NW0201                          SUPERSEDED SURVEY CONTROL
 NW0201
 NW0201  NGVD 29 (??/??/92) 1342.862  (m)         4405.71   (f) ADJ UNCH    2 0
 NW0201
 NW0201.Superseded values are not recommended for survey control.
 NW0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0201.See file dsdata.txt to determine how the superseded data were derived.
 NW0201
 NW0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH276009(NAD 83)
 NW0201_MARKER: DB = BENCH MARK DISK
 NW0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NW0201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NW0201_STAMPING: H 129 1934
 NW0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NW0201+STABILITY: SURFACE MOTION
 NW0201
 NW0201  HISTORY     - Date     Condition        Report By
 NW0201  HISTORY     - 1934     MONUMENTED       CGS
 NW0201  HISTORY     - 1979     POOR             USGS
 NW0201
 NW0201                          STATION DESCRIPTION
 NW0201
 NW0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NW0201'31.8 MI S FROM ROME.
 NW0201'31.8 MILES SOUTH ALONG A ROAD FROM ROME, MALHEUR COUNTY, 21.0 MILES
 NW0201'SOUTH OF A FORK IN THE ROAD, 0.2 MILE EAST OF THE OLD
 NW0201'IDAHO-OREGON-NEVADA HIGHWAY CUT OFF, 60 FEET WEST OF SURVEY STAKE 1753
 NW0201'FOR THE IDAHO-OREGON-NEVADA HIGHWAY, AND ON THE TOP OF A SMALL RIDGE.
 NW0201'A STANDARD DISK, STAMPED H 129 1934 AND SET IN THE TOP OF A CONCRETE
 NW0201'POST.
 NW0201
 NW0201                          STATION RECOVERY (1979)
 NW0201
 NW0201'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 NW0201'35.0 MILES NORTH ALONG U.S. HIGHWAY 95 FROM MCDERMITT, NEVADA, 0.4
 NW0201'MILES SOUTH OF THE JUNCTION OF THE ROAD TO THE WHITEHORSE RANCH, 60
 NW0201'FEET WEST OF THE HIGHWAY, ON TOP OF A SMALL RIDGE, AT A SMALL CUT. A
 NW0201'STANDARD TABLET SET IN TOP OF A CONCRETE POST. (1979 NOTE- THE
 NW0201'CONCRETE POST IS IN POOR CONDITION)
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1135 ***********************************************************************
 QD1135  DESIGNATION -  H 13
 QD1135  PID         -  QD1135
 QD1135  STATE/COUNTY-  OR/LINN
 QD1135  USGS QUAD   -  SANTIAM JUNCTION (1988)
 QD1135
 QD1135                         *CURRENT SURVEY CONTROL
 QD1135  ___________________________________________________________________
 QD1135* NAD 83(1986)-  44 25 22.     (N)    121 59 55.     (W)     SCALED    
 QD1135* NAVD 88     -      1019.168  (meters)    3343.72   (feet)  POSTED    
 QD1135  ___________________________________________________________________
 QD1135  GEOID HEIGHT-         -21.53  (meters)                     GEOID03
 QD1135  DYNAMIC HT  -        1018.820 (meters)    3342.58  (feet)  COMP
 QD1135  MODELED GRAV-     980,241.7   (mgal)                       NAVD 88
 QD1135
 QD1135  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 QD1135
 QD1135.The horizontal coordinates were scaled from a topographic map and have
 QD1135.an estimated accuracy of +/- 6 seconds.
 QD1135
 QD1135.The orthometric height was determined by differential leveling
 QD1135.and adjusted by the  in 1992.
 QD1135.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 QD1135.rate of 1.1 thru 2.0 mm/km.
 QD1135
 QD1135.The geoid height was determined by GEOID03.
 QD1135
 QD1135.The dynamic height is computed by dividing the NAVD 88
 QD1135.geopotential number by the normal gravity value computed on the
 QD1135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1135.degrees latitude (g = 980.6199 gals.).
 QD1135
 QD1135.The modeled gravity was interpolated from observed gravity values.
 QD1135
 QD1135;                    North         East    Units  Estimated Accuracy
 QD1135;SPC OR N     -    85,130.    2,380,670.      MT  (+/- 180 meters Scaled)
 QD1135
 QD1135                          SUPERSEDED SURVEY CONTROL
 QD1135
 QD1135  NGVD 29 (??/??/92) 1017.969  (m)         3339.79   (f) ADJ UNCH    1 2
 QD1135
 QD1135.Superseded values are not recommended for survey control.
 QD1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1135.See file dsdata.txt to determine how the superseded data were derived.
 QD1135
 QD1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ797193(NAD 83)
 QD1135_MARKER: DD = SURVEY DISK
 QD1135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD1135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QD1135_STAMPING: 23 H 13 1934
 QD1135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD1135+STABILITY: SURFACE MOTION
 QD1135
 QD1135  HISTORY     - Date     Condition        Report By
 QD1135  HISTORY     - 1934     MONUMENTED       BPR
 QD1135  HISTORY     - 1963     GOOD             NGS
 QD1135
 QD1135                          STATION DESCRIPTION
 QD1135
 QD1135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 QD1135'3.3 MI W FROM SANTIAM JUNCTION.
 QD1135'3.3 MILES WEST ALONG U.S. HIGHWAY 20 FROM THE MOBIL SERVICE STATION
 QD1135'AND STORE AT SANTIAM JUNCTION, 0.2 MILE EAST OF THE JUNCTION OF U.S.
 QD1135'HIGHWAYS 20 AND 126, 135 FEET NORTHWEST AND ACROSS THE HIGHWAY FROM
 QD1135'BENCH MARK H 12 (U.S.B.P.R), 68 FEET NORTHWEST OF THE CENTER OF THE
 QD1135'HIGHWAY AND 47 FEET NORTHWEST OF THE SIGN, CLEAR LAKE JCT. 1/4 MILE
 QD1135'AND 3 FEET BELOW THE LEVEL OF THE HIGHWAY.  THE MONUMENT PROJECTS 8
 QD1135'INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0992 ***********************************************************************
 QC0992  DESIGNATION -  H 13
 QC0992  PID         -  QC0992
 QC0992  STATE/COUNTY-  OR/GRANT
 QC0992  USGS QUAD   -  WOLFINGER BUTTE (1983)
 QC0992
 QC0992                         *CURRENT SURVEY CONTROL
 QC0992  ___________________________________________________________________
 QC0992* NAD 83(1991)-  44 26 48.91242(N)    119 13 31.58022(W)     ADJUSTED  
 QC0992* NAVD 88     -      1032.47   (+/-2cm)    3387.4    (feet)  VERTCON   
 QC0992  ___________________________________________________________________
 QC0992  LAPLACE CORR-           3.30  (seconds)                    DEFLEC99
 QC0992  GEOID HEIGHT-         -18.47  (meters)                     GEOID03
 QC0992  HORZ ORDER  -  SECOND
 QC0992  VERT ORDER  -  THIRD ? (See Below)
 QC0992
 QC0992.The horizontal coordinates were established by classical geodetic methods
 QC0992.and adjusted by the National Geodetic Survey in October 1991.
 QC0992
 QC0992.The NAVD 88 height was computed by applying the VERTCON shift value to
 QC0992.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QC0992.The vertical order pertains to the NGVD 29 superseded value.
 QC0992
 QC0992.The Laplace correction was computed from DEFLEC99 derived deflections.
 QC0992
 QC0992.The geoid height was determined by GEOID03.
 QC0992
 QC0992;                    North         East     Units Scale Factor Converg.
 QC0992;SPC OR N     -    87,504.517 2,601,450.291   MT  0.99997333   +0 54 14.0
 QC0992;SPC OR N     -   287,088.31  8,534,941.90   iFT  0.99997333   +0 54 14.0
 QC0992;UTM  11      - 4,923,921.977   322,921.246   MT  0.99998563   -1 33 31.5
 QC0992
 QC0992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QC0992!SPC OR N     -   0.99984103  x   0.99997333  =   0.99981437
 QC0992!UTM  11      -   0.99984103  x   0.99998563  =   0.99982667
 QC0992
 QC0992|---------------------------------------------------------------------|
 QC0992| PID    Reference Object                     Distance      Geod. Az  |
 QC0992|                                                           dddmmss.s |
 QC0992| CD6713 H 13 RM 2                            20.970 METERS 13018     |
 QC0992| QC0994 BIRCH                               APPROX. 4.3 KM 3550838.3 |
 QC0992| CD6712 H 13 RM 1                            16.459 METERS 35936     |
 QC0992|---------------------------------------------------------------------|
 QC0992
 QC0992                          SUPERSEDED SURVEY CONTROL
 QC0992
 QC0992  NAD 83(1986)-  44 26 48.91883(N)    119 13 31.57614(W) AD(       ) 2
 QC0992  NAD 27      -  44 26 49.37700(N)    119 13 27.70900(W) AD(       ) 2
 QC0992  NGVD 29 (07/19/86) 1031.33   (m)         3383.6    (f) LEVELING    3  
 QC0992
 QC0992.Superseded values are not recommended for survey control.
 QC0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0992.See file dsdata.txt to determine how the superseded data were derived.
 QC0992
 QC0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK2292123922(NAD 83)
 QC0992_MARKER: Z = SEE DESCRIPTION
 QC0992_SETTING: 0 = UNSPECIFIED SETTING
 QC0992
 QC0992  HISTORY     - Date     Condition        Report By
 QC0992  HISTORY     - 1945     MONUMENTED       USGS
 QC0992
 QC0992                          STATION DESCRIPTION
 QC0992
 QC0992'DESCRIBED BY US GEOLOGICAL SURVEY 1945 (JCT)
 QC0992'THE STATION IS LOCATED ON THE WEST SIDE OF A FLAT BENCH, ABOUT
 QC0992'1.7 MILES NORTH OF THE JOHN DAY RIVER, ABOUT 6.0 MILES AIR LINE
 QC0992'NORTHWEST OF MT. VERNON, AND ABOUT 7.2 MILES AIR LINE EAST OF
 QC0992'DAYVILLE.  IT IS 15 FEET EAST OF A DIRT ROAD AND 3 FEET WEST OF
 QC0992'AN OLD WIRE FENCE LINE.  THE DISK IS A STANDARD U.S. GEOLOGICAL
 QC0992'SURVEY BENCH MARK SET IN THE TOP OF A 6 INCH SQUARE CONCRETE
 QC0992'POST PROJECTING 6 INCHES.  THE DISK IS STAMPED--H 13 3384 1940.
 QC0992'
 QC0992'REFERENCE MARK NO. 1 IS NORTH OF THE STATION, 12 FEET EAST OF
 QC0992'THE DIRT ROAD, AND 1 FOOT WEST OF THE WIRE FENCE LINE.  THE DISK
 QC0992'IS STAMPED--H 13 USGS NO 1 1945 AND PROJECTS 3 INCHES.
 QC0992'
 QC0992'REFERENCE MARK NO. 2 IS SOUTHEAST OF THE STATION, ABOUT 50 FEET
 QC0992'EAST OF A DIRT ROAD AND 2 FEET NORTH OF A WIRE FENCE LINE ON THE
 QC0992'SOUTH SIDE OF THE PASTURE.  THE DISK IS STAMPED--H 13 USGS NO 2
 QC0992'1945 AND PROJECTS 3 INCHES.
 QC0992'
 QC0992'TRIANGULATION STATION BIRCH (USGS) 1945 WAS USED AS THE AZIMUTH
 QC0992'MARK.  SEE DESCRIPTION FOR THAT STATION.
 QC0992'
 QC0992'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 28 AND
 QC0992'395 IN MT. VERNON.  GO WEST ON HIGHWAY 28 FOR 5.8 MILES TO A
 QC0992'SIDE ROAD RIGHT, JUST AFTER CROSSING A SMALL WOODEN BRIDGE AND
 QC0992'SIGN ON LEFT--BELSHAW MDWS 18.  TURN RIGHT AND GO 0.4 MILES TO
 QC0992'FORK JUST AFTER CROSSING JOHN DAY RIVER.  BEAR LEFT IN A
 QC0992'NORTHWESTERLY DIRECTION ON DIRT ROAD FOR 1.1 MILE TO A DIM ROAD
 QC0992'RIGHT UP DRAW.  TURN RIGHT AND FOLLOW DIM ROAD UP DRAW IN A
 QC0992'NORTHERLY DIRECTION FOR 2.0 MILES TO THE STATION ON RIGHT AS
 QC0992'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0236 ***********************************************************************
 NW0236  DESIGNATION -  H 130
 NW0236  PID         -  NW0236
 NW0236  STATE/COUNTY-  OR/MALHEUR
 NW0236  USGS QUAD   -  ROME (1972)
 NW0236
 NW0236                         *CURRENT SURVEY CONTROL
 NW0236  ___________________________________________________________________
 NW0236* NAD 83(1986)-  42 46 12.     (N)    117 41 25.     (W)     SCALED    
 NW0236* NAVD 88     -      1145.113  (meters)    3756.92   (feet)  ADJUSTED  
 NW0236  ___________________________________________________________________
 NW0236  GEOID HEIGHT-         -18.16  (meters)                     GEOID03
 NW0236  DYNAMIC HT  -        1144.529 (meters)    3755.01  (feet)  COMP
 NW0236  MODELED GRAV-     980,071.8   (mgal)                       NAVD 88
 NW0236
 NW0236  VERT ORDER  -  SECOND    CLASS 0
 NW0236
 NW0236.The horizontal coordinates were scaled from a topographic map and have
 NW0236.an estimated accuracy of +/- 6 seconds.
 NW0236
 NW0236.The orthometric height was determined by differential leveling
 NW0236.and adjusted in June 1991.
 NW0236
 NW0236.The geoid height was determined by GEOID03.
 NW0236
 NW0236.The dynamic height is computed by dividing the NAVD 88
 NW0236.geopotential number by the normal gravity value computed on the
 NW0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0236.degrees latitude (g = 980.6199 gals.).
 NW0236
 NW0236.The modeled gravity was interpolated from observed gravity values.
 NW0236
 NW0236;                    North         East    Units  Estimated Accuracy
 NW0236;SPC OR S     -   126,420.    1,729,900.      MT  (+/- 180 meters Scaled)
 NW0236
 NW0236                          SUPERSEDED SURVEY CONTROL
 NW0236
 NW0236  NGVD 29 (??/??/92) 1144.080  (m)         3753.54   (f) ADJ UNCH    2 0
 NW0236
 NW0236.Superseded values are not recommended for survey control.
 NW0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0236.See file dsdata.txt to determine how the superseded data were derived.
 NW0236
 NW0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH435355(NAD 83)
 NW0236_MARKER: DB = BENCH MARK DISK
 NW0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NW0236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NW0236_STAMPING: H 130 1934
 NW0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NW0236+STABILITY: SURFACE MOTION
 NW0236
 NW0236  HISTORY     - Date     Condition        Report By
 NW0236  HISTORY     - 1934     MONUMENTED       CGS
 NW0236  HISTORY     - 19721031 GOOD             USGS
 NW0236
 NW0236                          STATION DESCRIPTION
 NW0236
 NW0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NW0236'6.9 MI S FROM ROME.
 NW0236'6.9 MILES SOUTH ALONG A ROAD FROM ROME, MALHEUR COUNTY, 3.9 MILES
 NW0236'NORTH OF A ROAD FORK, 300 FEET NORTH OF THE TOP OF A SMALL RIDGE, AND
 NW0236'25 FEET WEST OF THE ROAD.  A STANDARD DISK, STAMPED H 130 1934 AND SET
 NW0236'IN THE TOP OF A CONCRETE POST.
 NW0236
 NW0236                          STATION RECOVERY (1972)
 NW0236
 NW0236'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (KWG)
 NW0236'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH0874 ***********************************************************************
 OH0874  DESIGNATION -  H 131
 OH0874  PID         -  OH0874
 OH0874  STATE/COUNTY-  OR/MALHEUR
 OH0874  USGS QUAD   -  ROCKVILLE (1967)
 OH0874
 OH0874                         *CURRENT SURVEY CONTROL
 OH0874  ___________________________________________________________________
 OH0874* NAD 83(1986)-  43 19 26.     (N)    117 06 47.     (W)     SCALED    
 OH0874* NAVD 88     -      1155.143  (meters)    3789.83   (feet)  ADJUSTED  
 OH0874  ___________________________________________________________________
 OH0874  GEOID HEIGHT-         -17.14  (meters)                     GEOID03
 OH0874  DYNAMIC HT  -        1154.612 (meters)    3788.09  (feet)  COMP
 OH0874  MODELED GRAV-     980,120.6   (mgal)                       NAVD 88
 OH0874
 OH0874  VERT ORDER  -  SECOND    CLASS 0
 OH0874
 OH0874.The horizontal coordinates were scaled from a topographic map and have
 OH0874.an estimated accuracy of +/- 6 seconds.
 OH0874
 OH0874.The orthometric height was determined by differential leveling
 OH0874.and adjusted in June 1991.
 OH0874
 OH0874.The geoid height was determined by GEOID03.
 OH0874
 OH0874.The dynamic height is computed by dividing the NAVD 88
 OH0874.geopotential number by the normal gravity value computed on the
 OH0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0874.degrees latitude (g = 980.6199 gals.).
 OH0874
 OH0874.The modeled gravity was interpolated from observed gravity values.
 OH0874
 OH0874;                    North         East    Units  Estimated Accuracy
 OH0874;SPC OR S     -   189,640.    1,774,620.      MT  (+/- 180 meters Scaled)
 OH0874
 OH0874                          SUPERSEDED SURVEY CONTROL
 OH0874
 OH0874  NGVD 29 (??/??/92) 1154.140  (m)         3786.54   (f) ADJ UNCH    2 0
 OH0874
 OH0874.Superseded values are not recommended for survey control.
 OH0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0874.See file dsdata.txt to determine how the superseded data were derived.
 OH0874
 OH0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH908967(NAD 83)
 OH0874_MARKER: DB = BENCH MARK DISK
 OH0874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0874_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0874_STAMPING: H 131 1934
 OH0874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0874+STABILITY: SURFACE MOTION
 OH0874
 OH0874  HISTORY     - Date     Condition        Report By
 OH0874  HISTORY     - 1934     MONUMENTED       CGS
 OH0874  HISTORY     - 1966     GOOD             NGS
 OH0874
 OH0874                          STATION DESCRIPTION
 OH0874
 OH0874'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 OH0874'34.45 MI S FROM ADRIAN.
 OH0874'8.0 MILES SOUTH ALONG STATE HIGHWAY 201 FROM THE POST OFFICE AT
 OH0874'ADRIAN, THENCE 26.45 MILES SOUTH ALONG SUCCOR CREEK ROAD, 1.1 MILES
 OH0874'SOUTH OF THE JUNCTION OF A ROAD EAST TO LESLIE GULCH, 29 FEET EAST OF
 OH0874'THE CENTER LINE OF THE ROAD, 19.7 FEET EAST OF THE CENTER OF THE EAST
 OH0874'END OF THE SOUTH ONE OF TWO PIPE CULVERTS, 4 FEET NORTHWEST OF THE
 OH0874'NORTH END OF A GATE, 3.6 FEET WEST OF A FENCE, ABOUT 1 FOOT HIGHER
 OH0874'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2.0
 OH0874'FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH0991 ***********************************************************************
 OH0991  DESIGNATION -  H 132
 OH0991  PID         -  OH0991
 OH0991  STATE/COUNTY-  OR/MALHEUR
 OH0991  USGS QUAD   -  NAMORF (1990)
 OH0991
 OH0991                         *CURRENT SURVEY CONTROL
 OH0991  ___________________________________________________________________
 OH0991* NAD 83(1986)-  43 47 10.     (N)    117 38 06.     (W)     SCALED    
 OH0991* NAVD 88     -       881.986  (meters)    2893.65   (feet)  POSTED    
 OH0991  ___________________________________________________________________
 OH0991  GEOID HEIGHT-         -17.97  (meters)                     GEOID03
 OH0991  DYNAMIC HT  -         881.660 (meters)    2892.58  (feet)  COMP
 OH0991  MODELED GRAV-     980,217.1   (mgal)                       NAVD 88
 OH0991
 OH0991  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OH0991
 OH0991.The horizontal coordinates were scaled from a topographic map and have
 OH0991.an estimated accuracy of +/- 6 seconds.
 OH0991
 OH0991.The orthometric height was determined by differential leveling
 OH0991.and adjusted by the  in 1992.
 OH0991.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OH0991.rate of 0.0 thru 1.0 mm/km.
 OH0991
 OH0991.The geoid height was determined by GEOID03.
 OH0991
 OH0991.The dynamic height is computed by dividing the NAVD 88
 OH0991.geopotential number by the normal gravity value computed on the
 OH0991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0991.degrees latitude (g = 980.6199 gals.).
 OH0991
 OH0991.The modeled gravity was interpolated from observed gravity values.
 OH0991
 OH0991;                    North         East    Units  Estimated Accuracy
 OH0991;SPC OR S     -   239,380.    1,730,560.      MT  (+/- 180 meters Scaled)
 OH0991
 OH0991                          SUPERSEDED SURVEY CONTROL
 OH0991
 OH0991  NGVD 29 (??/??/92)  880.935  (m)         2890.20   (f) ADJ UNCH    2 0
 OH0991
 OH0991.Superseded values are not recommended for survey control.
 OH0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0991.See file dsdata.txt to determine how the superseded data were derived.
 OH0991
 OH0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ489483(NAD 83)
 OH0991_MARKER: DB = BENCH MARK DISK
 OH0991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0991_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0991_STAMPING: H 132 1934
 OH0991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0991+STABILITY: SURFACE MOTION
 OH0991
 OH0991  HISTORY     - Date     Condition        Report By
 OH0991  HISTORY     - 1934     MONUMENTED       CGS
 OH0991  HISTORY     - 1966     GOOD             NGS
 OH0991  HISTORY     - 20010404 GOOD             ORDT
 OH0991
 OH0991                          STATION DESCRIPTION
 OH0991
 OH0991'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 OH0991'5.55 MI S FROM HARPER.
 OH0991'5.55 MILES SOUTH ALONG CROWLEY ROAD FROM THE JUNCTION OF U.S. HIGHWAY
 OH0991'20 AT HARPER, 0.05 MILE WEST OF THE JUNCTION OF A DIRT ROAD SOUTH, 16
 OH0991'1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 131 1/2 FEET WEST OF
 OH0991'THE SOUTHWEST CORNER OF A WOODEN BRIDGE, 15 FEET WEST OF A POST
 OH0991'SUPPORTING A LOAD LIMIT 8 TONS SIGN, ABOUT 1 FOOT HIGHER THAN THE
 OH0991'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 OH0991'THE GROUND.
 OH0991
 OH0991                          STATION RECOVERY (2001)
 OH0991
 OH0991'RECOVERY NOTE BY OREGON DEPARTMENT OF TRANSPORTATION 2001 (MAS)
 OH0991'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0249 ***********************************************************************
 NW0249  DESIGNATION -  H 133
 NW0249  PID         -  NW0249
 NW0249  STATE/COUNTY-  OR/MALHEUR
 NW0249  USGS QUAD   -  PALOMINO LAKE (1972)
 NW0249
 NW0249                         *CURRENT SURVEY CONTROL
 NW0249  ___________________________________________________________________
 NW0249* NAD 83(1986)-  42 55 46.     (N)    117 53 49.     (W)     SCALED    
 NW0249* NAVD 88     -      1252.954  (meters)    4110.73   (feet)  ADJUSTED  
 NW0249  ___________________________________________________________________
 NW0249  GEOID HEIGHT-         -18.29  (meters)                     GEOID03
 NW0249  DYNAMIC HT  -        1252.294 (meters)    4108.57  (feet)  COMP
 NW0249  MODELED GRAV-     980,050.4   (mgal)                       NAVD 88
 NW0249
 NW0249  VERT ORDER  -  SECOND    CLASS 0
 NW0249
 NW0249.The horizontal coordinates were scaled from a topographic map and have
 NW0249.an estimated accuracy of +/- 6 seconds.
 NW0249
 NW0249.The orthometric height was determined by differential leveling
 NW0249.and adjusted in June 1991.
 NW0249
 NW0249.The geoid height was determined by GEOID03.
 NW0249
 NW0249.The dynamic height is computed by dividing the NAVD 88
 NW0249.geopotential number by the normal gravity value computed on the
 NW0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0249.degrees latitude (g = 980.6199 gals.).
 NW0249
 NW0249.The modeled gravity was interpolated from observed gravity values.
 NW0249
 NW0249;                    North         East    Units  Estimated Accuracy
 NW0249;SPC OR S     -   143,570.    1,712,440.      MT  (+/- 180 meters Scaled)
 NW0249
 NW0249                          SUPERSEDED SURVEY CONTROL
 NW0249
 NW0249  NGVD 29 (??/??/92) 1251.859  (m)         4107.14   (f) ADJ UNCH    2 0
 NW0249
 NW0249.Superseded values are not recommended for survey control.
 NW0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0249.See file dsdata.txt to determine how the superseded data were derived.
 NW0249
 NW0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH268533(NAD 83)
 NW0249_MARKER: DB = BENCH MARK DISK
 NW0249_SETTING: 66 = SET IN ROCK OUTCROP
 NW0249_SP_SET: ROCK OUTCROP
 NW0249_STAMPING: H 133 1934
 NW0249_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0249+STABILITY: POSITION/ELEVATION WELL
 NW0249
 NW0249  HISTORY     - Date     Condition        Report By
 NW0249  HISTORY     - 1934     MONUMENTED       CGS
 NW0249  HISTORY     - 1972     GOOD             USGS
 NW0249  HISTORY     - 19721013 GOOD             USPSQD
 NW0249
 NW0249                          STATION DESCRIPTION
 NW0249
 NW0249'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 NW0249'15.9 MI NW FROM BURNS JUNCTION.
 NW0249'BURNS JUNCTION, 8.3 MILES NORTH WEST FROM ALONG OREGON STATE HIGHWAY
 NW0249'78, TO THE Y JUNCTION OF A DIRT ROAD NORTH, THENCE 5.4 MILES NORTH ON
 NW0249'THE DIRT ROAD TO A T ROAD INTERSECTION, THENCE 2.2 MILES SOUTH EAST
 NW0249'ALONG THE OLD ROAD FROM ROME, ORE. TO FOLLYFARM, ORE., ABOUT 150 FEET
 NW0249'NORTH OF THE ROAD, 20 FEET WEST OF A ROCK PILE ABOUT 6 FEET HIGH, AND
 NW0249'IN A ROCK OUTCROP.  A STANDARD DISK, STAMPED H 133 1934.
 NW0249
 NW0249                          STATION RECOVERY (1972)
 NW0249
 NW0249'RECOVERY NOTE BY US POWER SQUADRON 1972 (MLS)
 NW0249'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0112 ***********************************************************************
 PA0112  DESIGNATION -  H 134
 PA0112  PID         -  PA0112
 PA0112  STATE/COUNTY-  OR/MALHEUR
 PA0112  USGS QUAD   -  DOWELL BUTTE (1977)
 PA0112
 PA0112                         *CURRENT SURVEY CONTROL
 PA0112  ___________________________________________________________________
 PA0112* NAD 83(1986)-  43 10 45.     (N)    118 04 14.     (W)     SCALED    
 PA0112* NAVD 88     -      1240.839  (meters)    4070.99   (feet)  ADJUSTED  
 PA0112  ___________________________________________________________________
 PA0112  GEOID HEIGHT-         -18.21  (meters)                     GEOID03
 PA0112  DYNAMIC HT  -        1240.205 (meters)    4068.91  (feet)  COMP
 PA0112  MODELED GRAV-     980,066.2   (mgal)                       NAVD 88
 PA0112
 PA0112  VERT ORDER  -  SECOND    CLASS 0
 PA0112
 PA0112.The horizontal coordinates were scaled from a topographic map and have
 PA0112.an estimated accuracy of +/- 6 seconds.
 PA0112
 PA0112.The orthometric height was determined by differential leveling
 PA0112.and adjusted in June 1991.
 PA0112
 PA0112.The geoid height was determined by GEOID03.
 PA0112
 PA0112.The dynamic height is computed by dividing the NAVD 88
 PA0112.geopotential number by the normal gravity value computed on the
 PA0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0112.degrees latitude (g = 980.6199 gals.).
 PA0112
 PA0112.The modeled gravity was interpolated from observed gravity values.
 PA0112
 PA0112;                    North         East    Units  Estimated Accuracy
 PA0112;SPC OR S     -   170,880.    1,697,470.      MT  (+/- 180 meters Scaled)
 PA0112
 PA0112                          SUPERSEDED SURVEY CONTROL
 PA0112
 PA0112  NGVD 29 (??/??/92) 1239.718  (m)         4067.31   (f) ADJ UNCH    2 0
 PA0112
 PA0112.Superseded values are not recommended for survey control.
 PA0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0112.See file dsdata.txt to determine how the superseded data were derived.
 PA0112
 PA0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH129812(NAD 83)
 PA0112_MARKER: DB = BENCH MARK DISK
 PA0112_SETTING: 66 = SET IN ROCK OUTCROP
 PA0112_SP_SET: ROCK
 PA0112_STAMPING: H 134 1934
 PA0112_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PA0112+STABILITY: POSITION/ELEVATION WELL
 PA0112
 PA0112  HISTORY     - Date     Condition        Report By
 PA0112  HISTORY     - 1934     MONUMENTED       CGS
 PA0112  HISTORY     - 1974     MARK NOT FOUND   NGS
 PA0112
 PA0112                          STATION DESCRIPTION
 PA0112
 PA0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PA0112'11.8 MI N FROM FOLLY FARM.
 PA0112'11.8 MILES NORTH OF A STORE AT FOLLY FARM 0.2 MILES NORTH OF A RANCH
 PA0112'HOUSE.  100 FEET WEST OF ROAD.  IN ROCK.
 PA0112
 PA0112                          STATION RECOVERY (1974)
 PA0112
 PA0112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 PA0112'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NW0257 ***********************************************************************
 NW0257  DESIGNATION -  H 135
 NW0257  PID         -  NW0257
 NW0257  STATE/COUNTY-  OR/MALHEUR
 NW0257  USGS QUAD   -  THE BASIN (1979)
 NW0257
 NW0257                         *CURRENT SURVEY CONTROL
 NW0257  ___________________________________________________________________
 NW0257* NAD 83(1986)-  42 43 20.     (N)    117 43 09.     (W)     SCALED    
 NW0257* NAVD 88     -      1136.937  (meters)    3730.10   (feet)  ADJUSTED  
 NW0257  ___________________________________________________________________
 NW0257  GEOID HEIGHT-         -18.20  (meters)                     GEOID03
 NW0257  DYNAMIC HT  -        1136.343 (meters)    3728.15  (feet)  COMP
 NW0257  MODELED GRAV-     980,059.4   (mgal)                       NAVD 88
 NW0257
 NW0257  VERT ORDER  -  SECOND    CLASS 0
 NW0257
 NW0257.The horizontal coordinates were scaled from a topographic map and have
 NW0257.an estimated accuracy of +/- 6 seconds.
 NW0257
 NW0257.The orthometric height was determined by differential leveling
 NW0257.and adjusted in June 1991.
 NW0257
 NW0257.The geoid height was determined by GEOID03.
 NW0257
 NW0257.The dynamic height is computed by dividing the NAVD 88
 NW0257.geopotential number by the normal gravity value computed on the
 NW0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0257.degrees latitude (g = 980.6199 gals.).
 NW0257
 NW0257.The modeled gravity was interpolated from observed gravity values.
 NW0257
 NW0257;                    North         East    Units  Estimated Accuracy
 NW0257;SPC OR S     -   121,040.    1,727,710.      MT  (+/- 180 meters Scaled)
 NW0257
 NW0257                          SUPERSEDED SURVEY CONTROL
 NW0257
 NW0257  NGVD 29 (??/??/92) 1135.896  (m)         3726.69   (f) ADJ UNCH    2 0
 NW0257
 NW0257.Superseded values are not recommended for survey control.
 NW0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0257.See file dsdata.txt to determine how the superseded data were derived.
 NW0257
 NW0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH411302(NAD 83)
 NW0257_MARKER: DB = BENCH MARK DISK
 NW0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NW0257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NW0257_STAMPING: H 135 1934
 NW0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NW0257+STABILITY: SURFACE MOTION
 NW0257
 NW0257  HISTORY     - Date     Condition        Report By
 NW0257  HISTORY     - 1934     MONUMENTED       CGS
 NW0257
 NW0257                          STATION DESCRIPTION
 NW0257
 NW0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NW0257'10 MI S FROM ROME.
 NW0257'ABOUT 10 MILES SOUTH ALONG THE ROAD LEADING TO MCDERMITT, NEVADA, FROM
 NW0257'ROME, MALHEUR COUNTY, THENCE ABOUT 0.3 MILE WEST ALONG THE ROAD
 NW0257'LEADING TO DENIO, 25 FEET SOUTHWEST OF A CREEK BED, AND 35 FEET
 NW0257'NORTHEAST OF THE ROAD.  A STANDARD DISK, STAMPED H 135 1934 AND SET IN
 NW0257'THE TOP OF A CONCRETE POST.  NOTE-- 1940 REPORT-- 50.15 MILES NORTH OF
 NW0257'MCDERMITT ON THE HIGHWAY AND 317 FEET EAST OF SURVEY STATION 2647+50.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NX0075 ***********************************************************************
 NX0075  DESIGNATION -  H 136
 NX0075  PID         -  NX0075
 NX0075  STATE/COUNTY-  OR/HARNEY
 NX0075  USGS QUAD   -  BLITZEN (1971)
 NX0075
 NX0075                         *CURRENT SURVEY CONTROL
 NX0075  ___________________________________________________________________
 NX0075* NAD 83(1986)-  42 33 16.     (N)    119 03 07.     (W)     SCALED    
 NX0075* NAVD 88     -      1388.383  (meters)    4555.05   (feet)  ADJUSTED  
 NX0075  ___________________________________________________________________
 NX0075  GEOID HEIGHT-         -19.73  (meters)                     GEOID03
 NX0075  DYNAMIC HT  -        1387.531 (meters)    4552.26  (feet)  COMP
 NX0075  MODELED GRAV-     979,959.3   (mgal)                       NAVD 88
 NX0075
 NX0075  VERT ORDER  -  SECOND    CLASS 0
 NX0075
 NX0075.The horizontal coordinates were scaled from a topographic map and have
 NX0075.an estimated accuracy of +/- 6 seconds.
 NX0075
 NX0075.The orthometric height was determined by differential leveling
 NX0075.and adjusted in June 1991.
 NX0075
 NX0075.The geoid height was determined by GEOID03.
 NX0075
 NX0075.The dynamic height is computed by dividing the NAVD 88
 NX0075.geopotential number by the normal gravity value computed on the
 NX0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NX0075.degrees latitude (g = 980.6199 gals.).
 NX0075
 NX0075.The modeled gravity was interpolated from observed gravity values.
 NX0075
 NX0075;                    North         East    Units  Estimated Accuracy
 NX0075;SPC OR S     -    99,650.    1,618,910.      MT  (+/- 180 meters Scaled)
 NX0075
 NX0075                          SUPERSEDED SURVEY CONTROL
 NX0075
 NX0075  NGVD 29 (??/??/92) 1387.208  (m)         4551.20   (f) ADJ UNCH    2 0
 NX0075
 NX0075.Superseded values are not recommended for survey control.
 NX0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NX0075.See file dsdata.txt to determine how the superseded data were derived.
 NX0075
 NX0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH315133(NAD 83)
 NX0075_MARKER: DB = BENCH MARK DISK
 NX0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NX0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NX0075_STAMPING: H 136 1934
 NX0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NX0075+STABILITY: SURFACE MOTION
 NX0075
 NX0075  HISTORY     - Date     Condition        Report By
 NX0075  HISTORY     - 1934     MONUMENTED       CGS
 NX0075  HISTORY     - 1971     GOOD             USGS
 NX0075
 NX0075                          STATION DESCRIPTION
 NX0075
 NX0075'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 NX0075'25.7 MI SW FROM FRENCHGLEN.
 NX0075'FRENCHGLEN, 12.6 MILES SOUTH ON FIELDS ROAD TO A ROAD 2.6 MILES NORTH
 NX0075'OF ROARING SPRINGS RANCH.  THENCE WEST 3.6 MILES TO A ROAD
 NX0075'INTERSECTION.  THENCE 9.5 MILES SOUTH, 42 FEET EAST OF THE ROAD ON A
 NX0075'CONCRETE POST, A STANDARD TABLET STAMPED H 136 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0460 ***********************************************************************
 PA0460  DESIGNATION -  H 137
 PA0460  PID         -  PA0460
 PA0460  STATE/COUNTY-  OR/HARNEY
 PA0460  USGS QUAD   -  LOCUST BUTTE (1984)
 PA0460
 PA0460                         *CURRENT SURVEY CONTROL
 PA0460  ___________________________________________________________________
 PA0460* NAD 83(1986)-  43 14 58.     (N)    119 52 35.     (W)     SCALED    
 PA0460* NAVD 88     -      1441.418  (meters)    4729.05   (feet)  ADJUSTED  
 PA0460  ___________________________________________________________________
 PA0460  GEOID HEIGHT-         -19.77  (meters)                     GEOID03
 PA0460  DYNAMIC HT  -        1440.632 (meters)    4726.47  (feet)  COMP
 PA0460  MODELED GRAV-     980,024.3   (mgal)                       NAVD 88
 PA0460
 PA0460  VERT ORDER  -  SECOND    CLASS 0
 PA0460
 PA0460.The horizontal coordinates were scaled from a topographic map and have
 PA0460.an estimated accuracy of +/- 6 seconds.
 PA0460
 PA0460.The orthometric height was determined by differential leveling
 PA0460.and adjusted in June 1991.
 PA0460
 PA0460.The geoid height was determined by GEOID03.
 PA0460
 PA0460.The dynamic height is computed by dividing the NAVD 88
 PA0460.geopotential number by the normal gravity value computed on the
 PA0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0460.degrees latitude (g = 980.6199 gals.).
 PA0460
 PA0460.The modeled gravity was interpolated from observed gravity values.
 PA0460
 PA0460;                    North         East    Units  Estimated Accuracy
 PA0460;SPC OR S     -   176,010.    1,550,640.      MT  (+/- 180 meters Scaled)
 PA0460
 PA0460                          SUPERSEDED SURVEY CONTROL
 PA0460
 PA0460  NGVD 29 (??/??/92) 1440.179  (m)         4724.99   (f) ADJ UNCH    2 0
 PA0460
 PA0460.Superseded values are not recommended for survey control.
 PA0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0460.See file dsdata.txt to determine how the superseded data were derived.
 PA0460
 PA0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKH664925(NAD 83)
 PA0460_MARKER: DB = BENCH MARK DISK
 PA0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PA0460_STAMPING: H 137 1934
 PA0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0460+STABILITY: SURFACE MOTION
 PA0460
 PA0460  HISTORY     - Date     Condition        Report By
 PA0460  HISTORY     - 1934     MONUMENTED       CGS
 PA0460  HISTORY     - 1976     GOOD             USGS
 PA0460  HISTORY     - 19760812 GOOD             USPSQD
 PA0460
 PA0460                          STATION DESCRIPTION
 PA0460
 PA0460'DESCRIBED BY US GEOLOGICAL SURVEY 1976
 PA0460'IN WAGONTIRE.
 PA0460'AT WAGONTIRE, DIRECTLY ACROSS HWY. FROM WAGONTIRE STORE AND CAFE, 38
 PA0460'FEET SE OF CENTERLINE HWY 395, 1 FOOT NW OF FENCE, A USC AND GS CAP
 PA0460'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FT.
 PA0460
 PA0460                          STATION RECOVERY (1976)
 PA0460
 PA0460'RECOVERY NOTE BY US POWER SQUADRON 1976 (RBP)
 PA0460'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0261 ***********************************************************************
 RD0261  DESIGNATION -  H 14
 RD0261  PID         -  RD0261
 RD0261  STATE/COUNTY-  OR/CLACKAMAS
 RD0261  USGS QUAD   -  OREGON CITY (1985)
 RD0261
 RD0261                         *CURRENT SURVEY CONTROL
 RD0261  ___________________________________________________________________
 RD0261* NAD 83(1986)-  45 21 52.     (N)    122 36 02.     (W)     SCALED    
 RD0261* NAVD 88     -        15.168  (meters)      49.76   (feet)  POSTED    
 RD0261  ___________________________________________________________________
 RD0261  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 RD0261  DYNAMIC HT  -          15.170 (meters)      49.77  (feet)  COMP
 RD0261  MODELED GRAV-     980,618.8   (mgal)                       NAVD 88
 RD0261
 RD0261  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 RD0261
 RD0261.The horizontal coordinates were scaled from a topographic map and have
 RD0261.an estimated accuracy of +/- 6 seconds.
 RD0261
 RD0261.The orthometric height was determined by differential leveling
 RD0261.and adjusted by the  in 1992.
 RD0261.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 RD0261.rate of 0.0 thru 1.0 mm/km.
 RD0261
 RD0261.The geoid height was determined by GEOID03.
 RD0261
 RD0261.The dynamic height is computed by dividing the NAVD 88
 RD0261.geopotential number by the normal gravity value computed on the
 RD0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0261.degrees latitude (g = 980.6199 gals.).
 RD0261
 RD0261.The modeled gravity was interpolated from observed gravity values.
 RD0261
 RD0261;                    North         East    Units  Estimated Accuracy
 RD0261;SPC OR N     -   190,800.    2,335,470.      MT  (+/- 180 meters Scaled)
 RD0261
 RD0261                          SUPERSEDED SURVEY CONTROL
 RD0261
 RD0261  NGVD 29 (??/??/92)   14.102  (m)           46.27   (f) ADJ UNCH    1 2
 RD0261
 RD0261.Superseded values are not recommended for survey control.
 RD0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0261.See file dsdata.txt to determine how the superseded data were derived.
 RD0261
 RD0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER312235(NAD 83)
 RD0261_MARKER: Z = SEE DESCRIPTION
 RD0261_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RD0261_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RD0261_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0261
 RD0261  HISTORY     - Date     Condition        Report By
 RD0261  HISTORY     - UNK      MONUMENTED       CGS
 RD0261  HISTORY     - 1934     GOOD             NGS
 RD0261  HISTORY     - 1943     POOR             NGS
 RD0261  HISTORY     - 1987     MARK NOT FOUND   NGS
 RD0261  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RD0261  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 RD0261  HISTORY     - 1990     GOOD             USPSQD
 RD0261  HISTORY     - 20040621 MARK NOT FOUND   USPSQD
 RD0261
 RD0261                          STATION DESCRIPTION
 RD0261
 RD0261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RD0261'IN OREGON CITY.
 RD0261'AT OREGON CITY ON THE NORTH SIDE OF 17TH. STREET, 300 FEET EAST OF THE
 RD0261'SOUTHERN PACIFIC CO. RAILROAD, ON THE WEST SIDE OF THE OREGON CITY-
 RD0261'82ND. STREET HIGHWAY, IN THE BASE OF AN OLD OREGON TRAIL MARKER. THE
 RD0261'TOP OF A SECTION OF GALVANIZED IRON PIPE PROJECTING 2 1/2 INCHES ABOVE
 RD0261'THE STONE.  NOTE-- THE ORIGINAL DESCRIPTION GIVES THE PIPE PROJECTS
 RD0261'ABOUT 3 INCHES ABOVE THE STONE.  THIS BENCH MARK SHOULD BE USED WITH
 RD0261'CAUTION UNTIL FURTHER VERIFICATION IS MADE.
 RD0261
 RD0261                          STATION RECOVERY (1943)
 RD0261
 RD0261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 RD0261'MARK RECOVERED IN POOR CONDITION.
 RD0261
 RD0261                          STATION RECOVERY (1987)
 RD0261
 RD0261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD0261'THE OLD OREGON TRAIL MONUMENT IS NO LONGER AT THIS LOCATION.
 RD0261
 RD0261                          STATION RECOVERY (1988)
 RD0261
 RD0261'RECOVERY NOTE BY US POWER SQUADRON 1988 (KRN)
 RD0261'MARK NOT FOUND.
 RD0261
 RD0261                          STATION RECOVERY (1989)
 RD0261
 RD0261'RECOVERY NOTE BY US POWER SQUADRON 1989 (FV)
 RD0261'MARK NOT FOUND.
 RD0261
 RD0261                          STATION RECOVERY (1990)
 RD0261
 RD0261'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCB)
 RD0261'RECOVERED IN GOOD CONDITION.
 RD0261
 RD0261                          STATION RECOVERY (2004)
 RD0261
 RD0261'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 RD0261'THE OLD OREGON TRAIL MONUMENT WAS LOCATED BUT NOT AT THE LAT/LONG
 RD0261'DESCRIBED. THE PIPE IS STILL THERE BUT THE ACTUAL DISK IS MISSING.
 RD0261'THIS STATION SHOULD BE COSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1133 ***********************************************************************
 QD1133  DESIGNATION -  H 14
 QD1133  PID         -  QD1133
 QD1133  STATE/COUNTY-  OR/LINN
 QD1133  USGS QUAD   -  SANTIAM JUNCTION (1988)
 QD1133
 QD1133                         *CURRENT SURVEY CONTROL
 QD1133  ___________________________________________________________________
 QD1133* NAD 83(1986)-  44 25 18.     (N)    122 00 01.     (W)     SCALED    
 QD1133* NAVD 88     -      1018.244  (meters)    3340.69   (feet)  POSTED    
 QD1133  ___________________________________________________________________
 QD1133  GEOID HEIGHT-         -21.53  (meters)                     GEOID03
 QD1133  DYNAMIC HT  -        1017.900 (meters)    3339.56  (feet)  COMP
 QD1133  MODELED GRAV-     980,241.2   (mgal)                       NAVD 88
 QD1133
 QD1133  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 QD1133
 QD1133.The horizontal coordinates were scaled from a topographic map and have
 QD1133.an estimated accuracy of +/- 6 seconds.
 QD1133
 QD1133.The orthometric height was determined by differential leveling
 QD1133.and adjusted by the  in 1992.
 QD1133.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 QD1133.rate of 1.1 thru 2.0 mm/km.
 QD1133
 QD1133.The geoid height was determined by GEOID03.
 QD1133
 QD1133.The dynamic height is computed by dividing the NAVD 88
 QD1133.geopotential number by the normal gravity value computed on the
 QD1133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1133.degrees latitude (g = 980.6199 gals.).
 QD1133
 QD1133.The modeled gravity was interpolated from observed gravity values.
 QD1133
 QD1133;                    North         East    Units  Estimated Accuracy
 QD1133;SPC OR N     -    85,010.    2,380,530.      MT  (+/- 180 meters Scaled)
 QD1133
 QD1133                          SUPERSEDED SURVEY CONTROL
 QD1133
 QD1133  NGVD 29 (??/??/92) 1017.044  (m)         3336.75   (f) ADJ UNCH    1 2
 QD1133
 QD1133.Superseded values are not recommended for survey control.
 QD1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1133.See file dsdata.txt to determine how the superseded data were derived.
 QD1133
 QD1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ795191(NAD 83)
 QD1133_MARKER: DD = SURVEY DISK
 QD1133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD1133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QD1133_STAMPING: 3337 23 H 14 1934
 QD1133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD1133+STABILITY: SURFACE MOTION
 QD1133
 QD1133  HISTORY     - Date     Condition        Report By
 QD1133  HISTORY     - 1934     MONUMENTED       BPR
 QD1133  HISTORY     - 1963     GOOD             NGS
 QD1133
 QD1133                          STATION DESCRIPTION
 QD1133
 QD1133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 QD1133'3.4 MI W FROM SANTIAM JUNCTION.
 QD1133'3.4 MILES WEST ALONG U.S. HIGHWAY 20 FROM THE MOBIL SERVICE STATION
 QD1133'AND STORE AT SANTIAM JUNCTION, 300 FEET NORTHEAST OF THE JUNCTION OF
 QD1133'U.S. HIGHWAYS 20 AND 126, 57 FEET NORTHWEST OF THE CENTER OF THE
 QD1133'HIGHWAY AND 1 FOOT SOUTH OF A ROCK CAIRN.  THE MONUMENT PROJECTS 10
 QD1133'INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3826 ***********************************************************************
 RD3826  DESIGNATION -  H 14 2
 RD3826  PID         -  RD3826
 RD3826  STATE/COUNTY-  OR/COLUMBIA
 RD3826  USGS QUAD   -  DEER ISLAND (1990)
 RD3826
 RD3826                         *CURRENT SURVEY CONTROL
 RD3826  ___________________________________________________________________
 RD3826* NAD 83(1991)-  45 54 34.02456(N)    122 49 03.31976(W)     ADJUSTED  
 RD3826* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 RD3826  ___________________________________________________________________
 RD3826  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 RD3826  GEOID HEIGHT-         -22.14  (meters)                     GEOID03
 RD3826  HORZ ORDER  -  THIRD
 RD3826
 RD3826.The horizontal coordinates were established by classical geodetic methods
 RD3826.and adjusted by the National Geodetic Survey in October 1991.
 RD3826
 RD3826.The orthometric height was scaled from a topographic map.
 RD3826
 RD3826.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3826
 RD3826.The geoid height was determined by GEOID03.
 RD3826
 RD3826;                    North         East     Units Scale Factor Converg.
 RD3826;SPC OR N     -   251,809.263 2,320,207.874   MT  0.99997824   -1 38 37.0
 RD3826;SPC OR N     -   826,145.88  7,612,230.56   iFT  0.99997824   -1 38 37.0
 RD3826;SPC WA S     -    66,677.324   320,208.119   MT  0.99998361   -1 41 00.6
 RD3826;SPC WA S     -   218,757.19  1,050,549.47   sFT  0.99998361   -1 41 00.6
 RD3826;UTM  10      - 5,084,003.162   514,147.541   MT  0.99960246   +0 07 51.7
 RD3826
 RD3826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3826!SPC OR N     -   1.00000284  x   0.99997824  =   0.99998108
 RD3826!SPC WA S     -   1.00000284  x   0.99998361  =   0.99998645
 RD3826!UTM  10      -   1.00000284  x   0.99960246  =   0.99960530
 RD3826
 RD3826:                Primary Azimuth Mark                     Grid Az
 RD3826:SPC OR N     -  LARGE TREE TOP OUT 1913                  005 31 59.1
 RD3826:SPC WA S     -  LARGE TREE TOP OUT 1913                  005 34 22.7
 RD3826:UTM  10      -  LARGE TREE TOP OUT 1913                  003 45 30.4
 RD3826
 RD3826|---------------------------------------------------------------------|
 RD3826| PID    Reference Object                     Distance      Geod. Az  |
 RD3826|                                                           dddmmss.s |
 RD3826| RD3852 LARGE TREE TOP OUT 1913             APPROX. 6.2 KM 0035322.1 |
 RD3826| RD3827 DEER ISLAND JETTY LIGHT             APPROX. 2.3 KM 0070255.4 |
 RD3826| RD3896 DARK PILE DAY MARK 1913             APPROX. 5.2 KM 0111655.0 |
 RD3826| RD3890 WHITE HSE CHY BACK 1913             APPROX. 1.2 KM 1114658.3 |
 RD3826| RD3913 ST HELENS JETTY LIGHT               APPROX. 4.8 KM 1481433.5 |
 RD3826| CE2616 H 14 2 RM 1                          80.950 METERS 26348     |
 RD3826| RD3823 H 16 2                              APPROX. 2.2 KM 3564818.6 |
 RD3826| RD3821 DAY MARK ON TREE 1913               APPROX. 6.7 KM 3592610.8 |
 RD3826|---------------------------------------------------------------------|
 RD3826
 RD3826                          SUPERSEDED SURVEY CONTROL
 RD3826
 RD3826  NAD 83(1986)-  45 54 34.04348(N)    122 49 03.31673(W) AD(       ) 3
 RD3826  NAD 27      -  45 54 34.63000(N)    122 48 58.94000(W) AD(       ) 3
 RD3826
 RD3826.Superseded values are not recommended for survey control.
 RD3826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3826.See file dsdata.txt to determine how the superseded data were derived.
 RD3826
 RD3826_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1414884003(NAD 83)
 RD3826_MARKER: Z = SEE DESCRIPTION
 RD3826_SETTING: 0 = UNSPECIFIED SETTING
 RD3826
 RD3826  HISTORY     - Date     Condition        Report By
 RD3826  HISTORY     - 1912     MONUMENTED       USE
 RD3826  HISTORY     - 1934     SEE DESCRIPTION  CGS
 RD3826  HISTORY     - 1946     SEE DESCRIPTION  CGS
 RD3826
 RD3826                          STATION DESCRIPTION
 RD3826
 RD3826'DESCRIBED BY US ENGINEERS 1912
 RD3826'ON A BANK 12 METERS INSHORE FROM THE HIGH-WATER LINE AND
 RD3826'0.76 METER.  NE OF A WIRE FENCE, AND 8 FEET ABOVE LOW
 RD3826'WATER.  THE STATION IS MARKED BY AN IRON PIPE 3 FEET LONG
 RD3826'SET IN A CONCRETE PIER ABOUT 1 FOOT SQUARE AND 8 INCHES
 RD3826'DEEP.  THE TOP OF THE PIER BEARS THE INSCRIPTION U.S.E. AND
 RD3826'NAME OR ABBREVIATION OF NAME OF STATION.  THE PIPE EXTENDS
 RD3826'ABOUT 6 INCHES ABOVE THE PIER AND IN ITS TOP IS A STANDARD
 RD3826'U.S.E. DISK SET IN CEMENT.  THERE IS NO UNDERGROUND
 RD3826'MARK.  THE REFERENCE MARK IS MARKED BY A STANDARD REFERENCE
 RD3826'MARK DISK SET IN AN IRREGULAR PIER OF CONCRETE, THE TOP
 RD3826'OF WHICH IS SPHERICAL IN SHAPE AND PROJECTS FROM 6 TO 8
 RD3826'INCHES ABOVE THE SURFACE OF THE GROUND.  THE MARK IS NEAR
 RD3826'THE BARBED-WIRE FENCE.
 RD3826
 RD3826                          STATION RECOVERY (1934)
 RD3826
 RD3826'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (GRJ)
 RD3826'STATION IS ON THE W BANK OF THE COLUMBIA RIVER ABOUT MIDWAY
 RD3826'BETWEEN MC BRIDE AND THE S END OF DEER ISLAND SLOUGH.  WHEN
 RD3826'INSTALLED, THE STATION WAS ABOUT 2.5 FEET NE OF A WIRE FENCE,
 RD3826'AND IT IS ON THE EASTERLY SIDE OF A LOW KNOLL.
 RD3826'
 RD3826'THE STATION IS MARKED BY A U.S. ENGINEER DISK SET IN A PIPE
 RD3826'SET IN CONCRETE.
 RD3826'
 RD3826'A REFERENCE MARK CONSISTING OF A STANDARD U.S.C. AND G.S. DISK
 RD3826'IN CONCRETE, WAS 80.95 METERS (265.7 FEET) W OF THE STATION IN
 RD3826'IN AZIMUTH 83 DEG 48 MIN 40 SEC.  IN 1934 IT WAS REPORTED THAT THE
 RD3826'REFERENCE MARK HAD BEEN WASHED AWAY BY HIGH WATER.
 RD3826'
 RD3826'SHOWN AS FOUND ON USGS MAP OF 1930.
 RD3826
 RD3826                          STATION RECOVERY (1946)
 RD3826
 RD3826'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAE)
 RD3826'A THOROUGH SEARCH WAS MADE FOR THIS STATION BUT IT COULD NOT
 RD3826'BE FOUND.
 RD3826'
 RD3826'IT IS RECOMMENDED THAT THE STATION BE CLASSIFIED AS LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0864 ***********************************************************************
 QE0864  DESIGNATION -  H 141 RESET
 QE0864  PID         -  QE0864
 QE0864  STATE/COUNTY-  OR/LANE
 QE0864  USGS QUAD   -  EUGENE EAST (1986)
 QE0864
 QE0864                         *CURRENT SURVEY CONTROL
 QE0864  ___________________________________________________________________
 QE0864* NAD 83(1986)-  44 02 42.     (N)    123 04 04.     (W)     SCALED    
 QE0864* NAVD 88     -       134.80   (+/-2cm)     442.3    (feet)  VERTCON   
 QE0864  ___________________________________________________________________
 QE0864  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 QE0864  VERT ORDER  -  THIRD (See Below)
 QE0864
 QE0864.The horizontal coordinates were scaled from a topographic map and have
 QE0864.an estimated accuracy of +/- 6 seconds.
 QE0864
 QE0864.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE0864.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE0864.The vertical order pertains to the NGVD 29 superseded value.
 QE0864
 QE0864.The geoid height was determined by GEOID03.
 QE0864
 QE0864;                    North         East    Units  Estimated Accuracy
 QE0864;SPC OR S     -   267,360.    1,294,230.      MT  (+/- 180 meters Scaled)
 QE0864
 QE0864                          SUPERSEDED SURVEY CONTROL
 QE0864
 QE0864  NGVD 29 (10/26/06)  133.69   (m)          438.6    (f) RESET       3  
 QE0864
 QE0864.Superseded values are not recommended for survey control.
 QE0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0864.See file dsdata.txt to determine how the superseded data were derived.
 QE0864
 QE0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP945768(NAD 83)
 QE0864_MARKER: DB = BENCH MARK DISK
 QE0864_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QE0864_SP_SET: STEP
 QE0864_STAMPING: H 141 USE RESET 1977
 QE0864_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0864
 QE0864  HISTORY     - Date     Condition        Report By
 QE0864  HISTORY     - 1977     MONUMENTED       NGS
 QE0864  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 QE0864
 QE0864                          STATION DESCRIPTION
 QE0864
 QE0864'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 QE0864'IN EUGENE.
 QE0864'IN THE SOUTHEAST PART OF EUGENE, AT THE WEST EXIT FROM THE WACO
 QE0864'THEATRE, 1840 EAST THIRTEENTH AVENUE, 86.5 FEET EAST OF THE CENTER OF
 QE0864'MOSS STREET, 74 FEET SOUTH OF THE CENTER OF THIRTEENTH AVENUE, 43 FEET
 QE0864'SOUTH-SOUTHWEST OF THE NORTHWEST CORNER OF THE THEATRE, 11 FEET WEST
 QE0864'OF THE WEST WALL OF THE THEATRE, 9 FEET SOUTH-SOUTHWEST OF THE SOUTH
 QE0864'END OF THE BICYCLE STAND, AND 1 FOOT SOUTH OF THE NORTH END OF THE
 QE0864'FIRST STEP, CEMENTED IN A DRILL HOLE IN THE LOWEST CONCRETE STEP.
 QE0864
 QE0864                          STATION RECOVERY (1989)
 QE0864
 QE0864'RECOVERY NOTE BY US POWER SQUADRON 1989 (JW)
 QE0864'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1519 ***********************************************************************
 QE1519  DESIGNATION -  H 141 RESET
 QE1519  PID         -  QE1519
 QE1519  STATE/COUNTY-  OR/LANE
 QE1519  USGS QUAD   -  EUGENE EAST (1986)
 QE1519
 QE1519                         *CURRENT SURVEY CONTROL
 QE1519  ___________________________________________________________________
 QE1519* NAD 83(1986)-  44 02 43.     (N)    123 04 00.     (W)     SCALED    
 QE1519* NAVD 88     -       133.963  (meters)     439.51   (feet)  ADJUSTED  
 QE1519  ___________________________________________________________________
 QE1519  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 QE1519  DYNAMIC HT  -         133.944 (meters)     439.45  (feet)  COMP
 QE1519  MODELED GRAV-     980,473.8   (mgal)                       NAVD 88
 QE1519
 QE1519  VERT ORDER  -  FIRST     CLASS II
 QE1519
 QE1519.The horizontal coordinates were scaled from a topographic map and have
 QE1519.an estimated accuracy of +/- 6 seconds.
 QE1519
 QE1519.The orthometric height was determined by differential leveling
 QE1519.and adjusted in June 1991.
 QE1519
 QE1519.The geoid height was determined by GEOID03.
 QE1519
 QE1519.The dynamic height is computed by dividing the NAVD 88
 QE1519.geopotential number by the normal gravity value computed on the
 QE1519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1519.degrees latitude (g = 980.6199 gals.).
 QE1519
 QE1519.The modeled gravity was interpolated from observed gravity values.
 QE1519
 QE1519;                    North         East    Units  Estimated Accuracy
 QE1519;SPC OR S     -   267,390.    1,294,320.      MT  (+/- 180 meters Scaled)
 QE1519
 QE1519                          SUPERSEDED SURVEY CONTROL
 QE1519
 QE1519  NGVD 29 (10/26/06)  131.87   (m)          432.6    (f) RESET       3  
 QE1519
 QE1519.Superseded values are not recommended for survey control.
 QE1519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1519.See file dsdata.txt to determine how the superseded data were derived.
 QE1519
 QE1519_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP946769(NAD 83)
 QE1519_MARKER: DB = BENCH MARK DISK
 QE1519_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 QE1519+WITH SETTING: PAVEMENT
 QE1519_SP_SET: LIGHTPOLE BASE
 QE1519_STAMPING: H 141 USE RESET 1980
 QE1519_MARK LOGO: NGS   
 QE1519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE1519+STABILITY: SURFACE MOTION
 QE1519_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QE1519+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2007
 QE1519
 QE1519  HISTORY     - Date     Condition        Report By
 QE1519  HISTORY     - 1980     MONUMENTED       NGS
 QE1519  HISTORY     - 1987     GOOD             NGS
 QE1519  HISTORY     - 20070830 GOOD             NGS
 QE1519
 QE1519                          STATION DESCRIPTION
 QE1519
 QE1519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QE1519'IN EUGENE.
 QE1519'IN EUGENE, AT THE INTERSECTION OF EAST 13TH AVENUE AND MOSS STREET, IN
 QE1519'THE NORTHEAST CORNER OF THE CONCRETE BASE OF AN OLD ABANDONED
 QE1519'LIGHTPOLE ON THE CAMPUS OF UNIVERSITY OF OREGON, 13.5 M (44.3 FT)
 QE1519'WEST OF THE CENTERLINE OF THE STREET, 6.5 M (21.3 FT) SOUTH OF THE
 QE1519'CENTERLINE OF THE AVENUE, AND 4.6 M (15.1 FT) NORTH OF THE NORTHEAST
 QE1519'CORNER OF THE WILLIAMS BAKERY.
 QE1519'THE MARK IS 0.2 M ABOVE THE STREET.
 QE1519
 QE1519                          STATION RECOVERY (2007)
 QE1519
 QE1519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2007 (DW)
 QE1519'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0326 ***********************************************************************
 NY0326  DESIGNATION -  H 15
 NY0326  PID         -  NY0326
 NY0326  STATE/COUNTY-  OR/KLAMATH
 NY0326  USGS QUAD   -  SWAN LAKE (1985)
 NY0326
 NY0326                         *CURRENT SURVEY CONTROL
 NY0326  ___________________________________________________________________
 NY0326* NAD 83(1986)-  42 21 29.     (N)    121 31 34.     (W)     SCALED    
 NY0326* NAVD 88     -      1292.241  (meters)    4239.63   (feet)  ADJUSTED  
 NY0326  ___________________________________________________________________
 NY0326  GEOID HEIGHT-         -22.08  (meters)                     GEOID03
 NY0326  DYNAMIC HT  -        1291.471 (meters)    4237.10  (feet)  COMP
 NY0326  MODELED GRAV-     979,980.5   (mgal)                       NAVD 88
 NY0326
 NY0326  VERT ORDER  -  FIRST     CLASS II
 NY0326
 NY0326.The horizontal coordinates were scaled from a topographic map and have
 NY0326.an estimated accuracy of +/- 6 seconds.
 NY0326
 NY0326.The orthometric height was determined by differential leveling
 NY0326.and adjusted in June 1991.
 NY0326
 NY0326.The geoid height was determined by GEOID03.
 NY0326
 NY0326.The dynamic height is computed by dividing the NAVD 88
 NY0326.geopotential number by the normal gravity value computed on the
 NY0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0326.degrees latitude (g = 980.6199 gals.).
 NY0326
 NY0326.The modeled gravity was interpolated from observed gravity values.
 NY0326
 NY0326;                    North         East    Units  Estimated Accuracy
 NY0326;SPC OR S     -    77,320.    1,415,470.      MT  (+/- 180 meters Scaled)
 NY0326
 NY0326                          SUPERSEDED SURVEY CONTROL
 NY0326
 NY0326  NGVD 29 (??/??/92) 1291.126  (m)         4235.97   (f) ADJ UNCH    1 2
 NY0326
 NY0326.Superseded values are not recommended for survey control.
 NY0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0326.See file dsdata.txt to determine how the superseded data were derived.
 NY0326
 NY0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM213905(NAD 83)
 NY0326_MARKER: Z = SEE DESCRIPTION
 NY0326_SETTING: 0 = UNSPECIFIED SETTING
 NY0326_STAMPING: H 15 1920
 NY0326_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NY0326
 NY0326  HISTORY     - Date     Condition        Report By
 NY0326  HISTORY     - 1920     MONUMENTED       CGS
 NY0326  HISTORY     - 1943     GOOD             NGS
 NY0326  HISTORY     - 1981     MARK NOT FOUND   USGS
 NY0326
 NY0326                          STATION DESCRIPTION
 NY0326
 NY0326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 NY0326'10.1 MI NE FROM DAIRY.
 NY0326'ABOUT 1.1 MILE EAST ALONG STATE HIGHWAY 66 AND 9.0 MILES NORTH ALONG
 NY0326'THE OLD ROAD TO SPRAGUE RIVER FROM THE POST OFFICE AT DAIRY, KLAMATH
 NY0326'COUNTY, 8.5 MILES SOUTH OF THE POST OFFICE AT SPRAGUE RIVER, 2.75 MILE
 NY0326'SOUTH OF SQUAW FLAT, SET WHERE THE ROAD MAKES A RIGHT ANGLE CURVE, AND
 NY0326'IN THE SOUTHEAST CORNER OF A FENCE, ABOUT 200 FEET WEST OF THE NORTH
 NY0326'YARD LIMIT SIGN OF THE HORTON SIDING ON THE OREGON, CALIFORNIA AND
 NY0326'EASTERN RAILWAY, 216 FEET SOUTH OF A CROSSING, 12.0 FEET NORTH OF THE
 NY0326'CENTER LINE OF THE ROAD, LEVEL WITH GROUND, 2.0 FEET SOUTHEAST OF A
 NY0326'WHITE REFERENCE POST.
 NY0326
 NY0326                          STATION RECOVERY (1981)
 NY0326
 NY0326'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 NY0326'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1329 ***********************************************************************
 QE1329  DESIGNATION -  H 16
 QE1329  PID         -  QE1329
 QE1329  STATE/COUNTY-  OR/LINN
 QE1329  USGS QUAD   -  ECHO MOUNTAIN (1994)
 QE1329
 QE1329                         *CURRENT SURVEY CONTROL
 QE1329  ___________________________________________________________________
 QE1329* NAD 83(1986)-  44 25 06.     (N)    122 00 22.     (W)     SCALED    
 QE1329* NAVD 88     -      1044.110  (meters)    3425.55   (feet)  POSTED    
 QE1329  ___________________________________________________________________
 QE1329  GEOID HEIGHT-         -21.55  (meters)                     GEOID03
 QE1329  DYNAMIC HT  -        1043.750 (meters)    3424.37  (feet)  COMP
 QE1329  MODELED GRAV-     980,239.3   (mgal)                       NAVD 88
 QE1329
 QE1329  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 QE1329
 QE1329.The horizontal coordinates were scaled from a topographic map and have
 QE1329.an estimated accuracy of +/- 6 seconds.
 QE1329
 QE1329.The orthometric height was determined by differential leveling
 QE1329.and adjusted by the  in 1992.
 QE1329.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 QE1329.rate of 1.1 thru 2.0 mm/km.
 QE1329
 QE1329.The geoid height was determined by GEOID03.
 QE1329
 QE1329.The dynamic height is computed by dividing the NAVD 88
 QE1329.geopotential number by the normal gravity value computed on the
 QE1329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1329.degrees latitude (g = 980.6199 gals.).
 QE1329
 QE1329.The modeled gravity was interpolated from observed gravity values.
 QE1329
 QE1329;                    North         East    Units  Estimated Accuracy
 QE1329;SPC OR N     -    84,650.    2,380,060.      MT  (+/- 180 meters Scaled)
 QE1329
 QE1329                          SUPERSEDED SURVEY CONTROL
 QE1329
 QE1329  NGVD 29 (??/??/92) 1042.91   (m)         3421.6    (f) COMPUTED    1 2
 QE1329
 QE1329.Superseded values are not recommended for survey control.
 QE1329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1329.See file dsdata.txt to determine how the superseded data were derived.
 QE1329
 QE1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ791188(NAD 83)
 QE1329_MARKER: DD = SURVEY DISK
 QE1329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE1329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE1329_STAMPING: 23 H 16 1934
 QE1329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE1329+STABILITY: SURFACE MOTION
 QE1329
 QE1329  HISTORY     - Date     Condition        Report By
 QE1329  HISTORY     - 1934     MONUMENTED       BPR
 QE1329  HISTORY     - 1963     GOOD             NGS
 QE1329
 QE1329                          STATION DESCRIPTION
 QE1329
 QE1329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 QE1329'3.8 MI W FROM SANTIAM JUNCTION.
 QE1329'3.8 MILES WEST ALONG U.S. HIGHWAY 20 FROM THE MOBIL SERVICE STATION
 QE1329'AND STORE AT SANTIAM JUNCTION, 0.15 MILE EAST OF MILE POST NO. 71, 300
 QE1329'FEET NORTH OF THE WEST END OF A METAL CULVERT, 23 FEET SOUTHWEST OF
 QE1329'THE CENTER OF A WOODS ROAD AND 1 FOOT SOUTHEAST OF A METAL WITNESS
 QE1329'POST.  THE MONUMENT PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0159 ***********************************************************************
 NY0159  DESIGNATION -  H 16
 NY0159  PID         -  NY0159
 NY0159  STATE/COUNTY-  OR/LAKE
 NY0159  USGS QUAD   -  DREWS GAP (1980)
 NY0159
 NY0159                         *CURRENT SURVEY CONTROL
 NY0159  ___________________________________________________________________
 NY0159* NAD 83(1986)-  42 10 46.     (N)    120 34 20.     (W)     SCALED    
 NY0159* NAVD 88     -      1551.848  (meters)    5091.35   (feet)  ADJUSTED  
 NY0159  ___________________________________________________________________
 NY0159  GEOID HEIGHT-         -21.20  (meters)                     GEOID03
 NY0159  DYNAMIC HT  -        1550.824 (meters)    5088.00  (feet)  COMP
 NY0159  MODELED GRAV-     979,907.3   (mgal)                       NAVD 88
 NY0159
 NY0159  VERT ORDER  -  FIRST     CLASS II
 NY0159
 NY0159.The horizontal coordinates were scaled from a topographic map and have
 NY0159.an estimated accuracy of +/- 6 seconds.
 NY0159
 NY0159.The orthometric height was determined by differential leveling
 NY0159.and adjusted in June 1991.
 NY0159.WARNING-Repeat measurements at this control monument indicate possible
 NY0159.vertical movement.
 NY0159
 NY0159.The geoid height was determined by GEOID03.
 NY0159
 NY0159.The dynamic height is computed by dividing the NAVD 88
 NY0159.geopotential number by the normal gravity value computed on the
 NY0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0159.degrees latitude (g = 980.6199 gals.).
 NY0159
 NY0159.The modeled gravity was interpolated from observed gravity values.
 NY0159
 NY0159;                    North         East    Units  Estimated Accuracy
 NY0159;SPC OR S     -    56,970.    1,494,030.      MT  (+/- 180 meters Scaled)
 NY0159
 NY0159                          SUPERSEDED SURVEY CONTROL
 NY0159
 NY0159  NGVD 29 (??/??/92) 1550.662  (m)         5087.46   (f) ADJ UNCH    1 2
 NY0159
 NY0159.Superseded values are not recommended for survey control.
 NY0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0159.See file dsdata.txt to determine how the superseded data were derived.
 NY0159
 NY0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGM005725(NAD 83)
 NY0159_MARKER: DB = BENCH MARK DISK
 NY0159_SETTING: 0 = UNSPECIFIED SETTING
 NY0159_STAMPING: H 16 1920
 NY0159_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NY0159
 NY0159  HISTORY     - Date     Condition        Report By
 NY0159  HISTORY     - 1920     MONUMENTED       CGS
 NY0159  HISTORY     - 1941     GOOD             NGS
 NY0159  HISTORY     - 1942     MARK NOT FOUND   NGS
 NY0159
 NY0159                          STATION DESCRIPTION
 NY0159
 NY0159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 NY0159'12.5 MI W FROM LAKEVIEW.
 NY0159'ABOUT 12.0 MILES WEST ALONG STATE HIGHWAY 66, 0.2 MILE SOUTH AND 0.3
 NY0159'MILE WEST ALONG A DIRT ROAD FROM THE COURT HOUSE AT LAKE VIEW, LAKE
 NY0159'COUNTY, SET ON THE SUMMIT OF A HILL, ON THE RICE RANCH, AT A POINT
 NY0159'WHERE THE ROAD GOES THROUGH A FENCE GATE, 43.0 FEET SOUTH OF THE
 NY0159'CENTER LINE OF THE ROAD, 30.0 FEET SOUTH OF A FENCE, PROJECTING ABOUT
 NY0159'3-INCHES ABOVE THE GROUND, 2.0 FEET EAST OF A WHITE REFERENCE POST.
 NY0159
 NY0159                          STATION RECOVERY (1942)
 NY0159
 NY0159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 NY0159'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3823 ***********************************************************************
 RD3823  DESIGNATION -  H 16 2
 RD3823  PID         -  RD3823
 RD3823  STATE/COUNTY-  OR/COLUMBIA
 RD3823  USGS QUAD   -  DEER ISLAND (1990)
 RD3823
 RD3823                         *CURRENT SURVEY CONTROL
 RD3823  ___________________________________________________________________
 RD3823* NAD 83(1991)-  45 55 44.07553(N)    122 49 08.92312(W)     ADJUSTED  
 RD3823* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 RD3823  ___________________________________________________________________
 RD3823  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 RD3823  GEOID HEIGHT-         -22.08  (meters)                     GEOID03
 RD3823  HORZ ORDER  -  THIRD
 RD3823
 RD3823.The horizontal coordinates were established by classical geodetic methods
 RD3823.and adjusted by the National Geodetic Survey in October 1991.
 RD3823
 RD3823.The orthometric height was scaled from a topographic map.
 RD3823
 RD3823.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3823
 RD3823.The geoid height was determined by GEOID03.
 RD3823
 RD3823;                    North         East     Units Scale Factor Converg.
 RD3823;SPC OR N     -   253,974.613 2,320,149.234   MT  0.99998270   -1 38 40.9
 RD3823;SPC OR N     -   833,250.04  7,612,038.17   iFT  0.99998270   -1 38 40.9
 RD3823;SPC WA S     -    68,842.718   320,150.987   MT  0.99997970   -1 41 04.6
 RD3823;SPC WA S     -   225,861.48  1,050,362.03   sFT  0.99997970   -1 41 04.6
 RD3823;UTM  10      - 5,086,164.840   514,021.920   MT  0.99960242   +0 07 47.8
 RD3823
 RD3823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3823!SPC OR N     -   1.00000299  x   0.99998270  =   0.99998569
 RD3823!SPC WA S     -   1.00000299  x   0.99997970  =   0.99998269
 RD3823!UTM  10      -   1.00000299  x   0.99960242  =   0.99960541
 RD3823
 RD3823:                Primary Azimuth Mark                     Grid Az
 RD3823:SPC OR N     -  MARTIN 3 USE 1912                        033 20 43.7
 RD3823:SPC WA S     -  MARTIN 3 USE 1912                        033 23 07.4
 RD3823:UTM  10      -  MARTIN 3 USE 1912                        031 34 15.0
 RD3823
 RD3823|---------------------------------------------------------------------|
 RD3823| PID    Reference Object                     Distance      Geod. Az  |
 RD3823|                                                           dddmmss.s |
 RD3823| RD3894 MARTIN 3 USE 1912                   APPROX. 2.3 KM 0314202.8 |
 RD3823| RD3827 DEER ISLAND JETTY LIGHT             440.975 METERS 0675523.2 |
 RD3823| RD3866 DAY MARK ON DOLPHIN 1913            APPROX. 1.7 KM 0755754.0 |
 RD3823| RD3890 WHITE HSE CHY BACK 1913             APPROX. 2.9 KM 1544703.1 |
 RD3823|---------------------------------------------------------------------|
 RD3823
 RD3823                          SUPERSEDED SURVEY CONTROL
 RD3823
 RD3823  NAD 83(1986)-  45 55 44.09426(N)    122 49 08.91994(W) AD(       ) 3
 RD3823  NAD 27      -  45 55 44.68100(N)    122 49 04.54200(W) AD(       ) 3
 RD3823
 RD3823.Superseded values are not recommended for survey control.
 RD3823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3823.See file dsdata.txt to determine how the superseded data were derived.
 RD3823
 RD3823_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1402286165(NAD 83)
 RD3823
 RD3823  HISTORY     - Date     Condition        Report By
 RD3823  HISTORY     - 1912     MONUMENTED       USE
 RD3823
 RD3823                          STATION DESCRIPTION
 RD3823
 RD3823'DESCRIBED BY US ENGINEERS 1912
 RD3823'BETWEEN THE PILES ON DEER ISLAND DIKE, ABOUT 30 METERS OUTSIDE
 RD3823'THE HIGH-WATER MARK.
 RD3823'
 RD3823'THIS STATION IS MARKED BY AN IRON PIPE 3 FEET LONG SET IN A
 RD3823'PIER OF CONCRETE WHICH IS ABOUT 1 FOOT SQUARE AT THE SURFACE
 RD3823'OF THE GROUND AND APPROXIMATELY 8 INCHES DEEP.  THE PIPE
 RD3823'PROJECTS 4 TO 8 INCHES ABOVE THE CEMENT.  THERE IS NO
 RD3823'UNDERGROUND MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0750 ***********************************************************************
 QB0750  DESIGNATION -  H 160
 QB0750  PID         -  QB0750
 QB0750  STATE/COUNTY-  OR/BAKER
 QB0750  USGS QUAD   -  OLDS FERRY NW (1976)
 QB0750
 QB0750                         *CURRENT SURVEY CONTROL
 QB0750  ___________________________________________________________________
 QB0750* NAD 83(1986)-  44 29 11.     (N)    117 13 22.     (W)     SCALED    
 QB0750* NAVD 88     -       609.443  (meters)    1999.48   (feet)  ADJUSTED  
 QB0750  ___________________________________________________________________
 QB0750  GEOID HEIGHT-         -16.83  (meters)                     GEOID03
 QB0750  DYNAMIC HT  -         609.260 (meters)    1998.88  (feet)  COMP
 QB0750  MODELED GRAV-     980,299.4   (mgal)                       NAVD 88
 QB0750
 QB0750  VERT ORDER  -  SECOND    CLASS 0
 QB0750
 QB0750.The horizontal coordinates were scaled from a topographic map and have
 QB0750.an estimated accuracy of +/- 6 seconds.
 QB0750
 QB0750.The orthometric height was determined by differential leveling
 QB0750.and adjusted in June 1991.
 QB0750
 QB0750.The geoid height was determined by GEOID03.
 QB0750
 QB0750.The dynamic height is computed by dividing the NAVD 88
 QB0750.geopotential number by the normal gravity value computed on the
 QB0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0750.degrees latitude (g = 980.6199 gals.).
 QB0750
 QB0750.The modeled gravity was interpolated from observed gravity values.
 QB0750
 QB0750;                    North         East    Units  Estimated Accuracy
 QB0750;SPC OR N     -    96,380.    2,760,620.      MT  (+/- 180 meters Scaled)
 QB0750
 QB0750                          SUPERSEDED SURVEY CONTROL
 QB0750
 QB0750  NGVD 29 (??/??/92)  608.429  (m)         1996.15   (f) ADJ UNCH    2 0
 QB0750
 QB0750.Superseded values are not recommended for survey control.
 QB0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0750.See file dsdata.txt to determine how the superseded data were derived.
 QB0750
 QB0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK822259(NAD 83)
 QB0750_MARKER: DD = SURVEY DISK
 QB0750_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QB0750_SP_SET: CULVERT
 QB0750_STAMPING: H 160 1941
 QB0750_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB0750
 QB0750  HISTORY     - Date     Condition        Report By
 QB0750  HISTORY     - 1941     MONUMENTED       DOD
 QB0750  HISTORY     - 1946     GOOD             NGS
 QB0750
 QB0750                          STATION DESCRIPTION
 QB0750
 QB0750'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 QB0750'4.15 MI S FROM HOME.
 QB0750'ALONG THE HOMESTEAD BRANCH OF THE UNION PACIFIC RAILROAD, 4.15 MILES
 QB0750'SOUTH OF THE STATION AT HOME, ABOUT MIDWAY OF A DEEP DIRT CUT WHICH IS
 QB0750'ABOUT 150 FEET DIRECTLY SOUTHEAST OF A RANCH HOUSE THAT IS SET AMONG A
 QB0750'GROVE OF LARGE TREES, 0.05 MILE SOUTHWEST OF MILE POST NO.10, 125.0
 QB0750'FEET NORTHEAST OF CULVERT AT CROSSING OF MORGAN CREEK, AT CULVERT
 QB0750'NO.9.96, 20.5 FEET NORTHWEST OF THE NORTHWEST RAIL, U.S. ARMY
 QB0750'ENGINEERS BRONZE DISK SET IN TOP OF AND 0.5 FOOT WEST OF THE EAST
 QB0750'CORNER OF A CONCRETE IRRIGATION SYPHON BOX, ABOUT 9 FEET ABOVE THE
 QB0750'TRACK AND ON TOP OF THE NORTHWEST BANK OF A CUT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 DE5648 ***********************************************************************
 DE5648  DESIGNATION -  H 168
 DE5648  PID         -  DE5648
 DE5648  STATE/COUNTY-  OR/YAMHILL
 DE5648  USGS QUAD   -  SHERIDAN (1992)
 DE5648
 DE5648                         *CURRENT SURVEY CONTROL
 DE5648  ___________________________________________________________________
 DE5648* NAD 83(2007)-  45 04 33.11511(N)    123 23 26.57237(W)     ADJUSTED  
 DE5648* NAVD 88     -        83.47   (meters)     273.9    (feet)  LEVELING  
 DE5648  ___________________________________________________________________
 DE5648  EPOCH DATE  -        2007.00
 DE5648  X           -  -2,482,976.403 (meters)                     COMP
 DE5648  Y           -  -3,766,959.609 (meters)                     COMP
 DE5648  Z           -   4,493,349.950 (meters)                     COMP
 DE5648  LAPLACE CORR-          -6.38  (seconds)                    DEFLEC99
 DE5648  ELLIP HEIGHT-          61.861 (meters)          (02/10/07) ADJUSTED
 DE5648  GEOID HEIGHT-         -21.60  (meters)                     GEOID03
 DE5648
 DE5648  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE5648  Type    PID    Designation                      North   East  Ellip
 DE5648  -------------------------------------------------------------------
 DE5648  NETWORK DE5648 H 168                             2.57   1.86   2.61
 DE5648  -------------------------------------------------------------------
 DE5648  VERT ORDER  -  THIRD ?
 DE5648
 DE5648.The horizontal coordinates were established by GPS observations
 DE5648.and adjusted by the National Geodetic Survey in February 2007.
 DE5648
 DE5648.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE5648.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE5648.The horizontal coordinates are valid at the epoch date displayed above.
 DE5648.The epoch date for horizontal control is a decimal equivalence
 DE5648.of Year/Month/Day.
 DE5648
 DE5648.The orthometric height was determined by differential leveling.
 DE5648.The vertical network tie was performed by a horz. field party for horz.
 DE5648.obs reductions. Reset procedures were used to establish the elevation.
 DE5648
 DE5648.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5648
 DE5648.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE5648
 DE5648.The ellipsoidal height was determined by GPS observations
 DE5648.and is referenced to NAD 83.
 DE5648
 DE5648.The geoid height was determined by GEOID03.
 DE5648
 DE5648;                    North         East     Units Scale Factor Converg.
 DE5648;SPC OR N     -   160,663.193 2,272,449.545   MT  0.99989589   -2 03 00.2
 DE5648;SPC OR N     -   527,110.21  7,455,543.13   iFT  0.99989589   -2 03 00.2
 DE5648;UTM  10      - 4,991,452.375   469,246.382   MT  0.99961163   -0 16 35.9
 DE5648
 DE5648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5648!SPC OR N     -   0.99999030  x   0.99989589  =   0.99988619
 DE5648!UTM  10      -   0.99999030  x   0.99961163  =   0.99960193
 DE5648
 DE5648                          SUPERSEDED SURVEY CONTROL
 DE5648
 DE5648  NAD 83(1998)-  45 04 33.11253(N)    123 23 26.57411(W) AD(       ) B
 DE5648  ELLIP H (06/19/02)   61.877  (m)                       GP(       ) 4 1
 DE5648
 DE5648.Superseded values are not recommended for survey control.
 DE5648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE5648.See file dsdata.txt to determine how the superseded data were derived.
 DE5648
 DE5648_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ6924691452(NAD 83)
 DE5648_MARKER: DB = BENCH MARK DISK
 DE5648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE5648_STAMPING: H 168 1945
 DE5648_MARK LOGO: USE   
 DE5648_PROJECTION: PROJECTING 10 CENTIMETERS
 DE5648_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE5648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE5648+STABILITY: SURFACE MOTION
 DE5648_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5648+SATELLITE: SATELLITE OBSERVATIONS - January 01, 1945
 DE5648
 DE5648  HISTORY     - Date     Condition        Report By
 DE5648  HISTORY     - 19450101 MONUMENTED       USE
 DE5648
 DE5648                          STATION DESCRIPTION
 DE5648
 DE5648'DESCRIBED BY US ENGINEERS 1945 (JDN)
 DE5648'THE STATION IS LOCATED IN YAMHILL COUNTY, ABOUT 2.4 KM (1.5 MI) SOUTH
 DE5648'OF SHERIDAN AND 5.5 KM
 DE5648'(3.4 MI) NORTHWEST OF BALLSTON, ON BALLSTON ROAD LOCATED AT THE END OF
 DE5648'A LONG CURVE
 DE5648'FROM THE NORTH AND BEGINNING A LONG TANGENT TO THE EAST, IN THE
 DE5648'SOUTHWEST 1/4 OF
 DE5648'SECTION 2 T6S R6W, WILLAMETTE MERIDIAN.  OWNERSHIP-- YAMHILL COUNTY
 DE5648'RIGHT-OF-WAY.
 DE5648' 
 DE5648'TO REACH THE STATION FROM THE INTERSECTION OF THE WILLAMINA-SHERIDAN
 DE5648'HIGHWAY AND
 DE5648'BRIDGE STREET IN SHERIDAN, GO SOUTH ON BRIDGE STREET FOR 0.97 KM (0.60
 DE5648'MI) TO THE OVERPASS
 DE5648'OVER STATE HIGHWAY 18.  AT THIS POINT BRIDGE STREET CHANGES NAMES TO
 DE5648'BALLSTON ROAD.
 DE5648'CONTINUE SOUTH ON BALLSTON ROAD FOR 1.71 KM (1.06 MI) TO THE STATION
 DE5648'ON THE RIGHT.
 DE5648' 
 DE5648'THE STATION IS A 8.9 CM (3.5  IN) U.S. ARMY ENGINEERS BENCHMARK BRASS
 DE5648'CAP SET IN THE TOP OF A
 DE5648'SQUARE CONCRETE POST AND IS 10 CM (4 IN) ABOVE THE GROUND.   IT IS
 DE5648'SOUTH OF BALLSTON ROAD
 DE5648'AND NORTH OF A PRIVATE DRIVEWAY.  A CARSONITE WITNESS POST BEARS SOUTH
 DE5648'0.15 M (0.5 FT).
 DE5648' 
 DE5648'FOR ADDITIONAL INFORMATION ON HOW TO REACH THIS MONUMENT SEE THE POLK
 DE5648'COUNTY WEB
 DE5648'PAGE AT WWW.CO.POLK.OR.US/PUBLICWORKS/SURVEYS.HTM
 DE5648'
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1330 ***********************************************************************
 QE1330  DESIGNATION -  H 17
 QE1330  PID         -  QE1330
 QE1330  STATE/COUNTY-  OR/LINN
 QE1330  USGS QUAD   -  ECHO MOUNTAIN (1994)
 QE1330
 QE1330                         *CURRENT SURVEY CONTROL
 QE1330  ___________________________________________________________________
 QE1330* NAD 83(1986)-  44 24 43.     (N)    122 00 58.     (W)     SCALED    
 QE1330* NAVD 88     -      1040.716  (meters)    3414.42   (feet)  POSTED    
 QE1330  ___________________________________________________________________
 QE1330  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 QE1330  DYNAMIC HT  -        1040.360 (meters)    3413.25  (feet)  COMP
 QE1330  MODELED GRAV-     980,236.4   (mgal)                       NAVD 88
 QE1330
 QE1330  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 QE1330
 QE1330.The horizontal coordinates were scaled from a topographic map and have
 QE1330.an estimated accuracy of +/- 6 seconds.
 QE1330
 QE1330.The orthometric height was determined by differential leveling
 QE1330.and adjusted by the  in 1992.
 QE1330.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 QE1330.rate of 1.1 thru 2.0 mm/km.
 QE1330
 QE1330.The geoid height was determined by GEOID03.
 QE1330
 QE1330.The dynamic height is computed by dividing the NAVD 88
 QE1330.geopotential number by the normal gravity value computed on the
 QE1330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1330.degrees latitude (g = 980.6199 gals.).
 QE1330
 QE1330.The modeled gravity was interpolated from observed gravity values.
 QE1330
 QE1330;                    North         East    Units  Estimated Accuracy
 QE1330;SPC OR N     -    83,950.    2,379,250.      MT  (+/- 180 meters Scaled)
 QE1330
 QE1330                          SUPERSEDED SURVEY CONTROL
 QE1330
 QE1330  NGVD 29 (??/??/92) 1039.52   (m)         3410.5    (f) COMPUTED    1 2
 QE1330
 QE1330.Superseded values are not recommended for survey control.
 QE1330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1330.See file dsdata.txt to determine how the superseded data were derived.
 QE1330
 QE1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ783180(NAD 83)
 QE1330_MARKER: DD = SURVEY DISK
 QE1330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE1330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE1330_STAMPING: 3411 23 H 17 1934
 QE1330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE1330+STABILITY: SURFACE MOTION
 QE1330
 QE1330  HISTORY     - Date     Condition        Report By
 QE1330  HISTORY     - 1934     MONUMENTED       BPR
 QE1330  HISTORY     - 1941     GOOD             NGS
 QE1330
 QE1330                          STATION DESCRIPTION
 QE1330
 QE1330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QE1330'3.8 MI W FROM SANTIAM JUNCTION.
 QE1330'3.8 MILES WEST ALONG THE SOUTH SANTIAM HIGHWAY (U.S. 20) FROM THE
 QE1330'SOUTHWEST JUNCTION OF THE NORTH SANTIAM HIGHWAY (OREG. 222) AT SANTIAM
 QE1330'JUNCTION, LINN COUNTY, ABOUT 200 FEET EAST OF A CURVE TO THE
 QE1330'NORTHWEST, AT SURVEY STATION 234+32, 66 FEET SOUTH OF THE HIGHWAY,
 QE1330'NEAR A WHITE WOODEN WITNESS POST, ABOUT 7 FEET LOWER THAN THE HIGHWAY.
 QE1330'A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK, STAMPED 3411 23
 QE1330'H 17 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0031 ***********************************************************************
 NY0031  DESIGNATION -  H 17
 NY0031  PID         -  NY0031
 NY0031  STATE/COUNTY-  OR/LAKE
 NY0031  USGS QUAD   -  COGLAN BUTTES NE (1980)
 NY0031
 NY0031                         *CURRENT SURVEY CONTROL
 NY0031  ___________________________________________________________________
 NY0031* NAD 83(1986)-  42 43 49.     (N)    120 15 18.     (W)     SCALED    
 NY0031* NAVD 88     -      1301.036  (meters)    4268.48   (feet)  ADJUSTED  
 NY0031  ___________________________________________________________________
 NY0031  GEOID HEIGHT-         -20.46  (meters)                     GEOID03
 NY0031  DYNAMIC HT  -        1300.295 (meters)    4266.05  (feet)  COMP
 NY0031  MODELED GRAV-     980,005.9   (mgal)                       NAVD 88
 NY0031
 NY0031  VERT ORDER  -  FIRST     CLASS II
 NY0031
 NY0031.The horizontal coordinates were scaled from a topographic map and have
 NY0031.an estimated accuracy of +/- 6 seconds.
 NY0031
 NY0031.The orthometric height was determined by differential leveling
 NY0031.and adjusted in June 1991.
 NY0031
 NY0031.The geoid height was determined by GEOID03.
 NY0031
 NY0031.The dynamic height is computed by dividing the NAVD 88
 NY0031.geopotential number by the normal gravity value computed on the
 NY0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0031.degrees latitude (g = 980.6199 gals.).
 NY0031
 NY0031.The modeled gravity was interpolated from observed gravity values.
 NY0031
 NY0031;                    North         East    Units  Estimated Accuracy
 NY0031;SPC OR S     -   118,180.    1,520,060.      MT  (+/- 180 meters Scaled)
 NY0031
 NY0031                          SUPERSEDED SURVEY CONTROL
 NY0031
 NY0031  NGVD 29 (??/??/92) 1299.882  (m)         4264.70   (f) ADJ UNCH    1 2
 NY0031
 NY0031.Superseded values are not recommended for survey control.
 NY0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0031.See file dsdata.txt to determine how the superseded data were derived.
 NY0031
 NY0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGN247345(NAD 83)
 NY0031_MARKER: DB = BENCH MARK DISK
 NY0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NY0031_STAMPING: H 17 1920
 NY0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0031+STABILITY: SURFACE MOTION
 NY0031
 NY0031  HISTORY     - Date     Condition        Report By
 NY0031  HISTORY     - 1920     MONUMENTED       CGS
 NY0031
 NY0031                          STATION DESCRIPTION
 NY0031
 NY0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1920
 NY0031'2.6 MI NE FROM VALLEY FALLS.
 NY0031'2.6 MILES NORTHEAST ALONG THE FREMONT HIGHWAY (U.S. 395) FROM THE
 NY0031'JUNCTION OF STATE HIGHWAY 31 AT VALLEY FALLS, LAKE COUNTY, THENCE
 NY0031'ABOUT 15-1/2 MILES NORTH ALONG THE ALKALI LAKE ROAD.  ON THE WEST
 NY0031'SHORE OF LAKE ABERT ABOUT 250 FEET EAST OF THE ROAD, AND IN LINE WITH
 NY0031'A BARDED-WIRE FENCE ON THE BRATTAIN RANCH PROPERTY.  A STANDARD DISK,
 NY0031'STAMPED H 17 1920 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1331 ***********************************************************************
 QE1331  DESIGNATION -  H 18
 QE1331  PID         -  QE1331
 QE1331  STATE/COUNTY-  OR/LINN
 QE1331  USGS QUAD   -  ECHO MOUNTAIN (1994)
 QE1331
 QE1331                         *CURRENT SURVEY CONTROL
 QE1331  ___________________________________________________________________
 QE1331* NAD 83(1986)-  44 24 41.     (N)    122 00 58.     (W)     SCALED    
 QE1331* NAVD 88     -      1042.766  (meters)    3421.14   (feet)  POSTED    
 QE1331  ___________________________________________________________________
 QE1331  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 QE1331  DYNAMIC HT  -        1042.410 (meters)    3419.97  (feet)  COMP
 QE1331  MODELED GRAV-     980,236.7   (mgal)                       NAVD 88
 QE1331
 QE1331  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 QE1331
 QE1331.The horizontal coordinates were scaled from a topographic map and have
 QE1331.an estimated accuracy of +/- 6 seconds.
 QE1331
 QE1331.The orthometric height was determined by differential leveling
 QE1331.and adjusted by the  in 1992.
 QE1331.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 QE1331.rate of 1.1 thru 2.0 mm/km.
 QE1331
 QE1331.The geoid height was determined by GEOID03.
 QE1331
 QE1331.The dynamic height is computed by dividing the NAVD 88
 QE1331.geopotential number by the normal gravity value computed on the
 QE1331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1331.degrees latitude (g = 980.6199 gals.).
 QE1331
 QE1331.The modeled gravity was interpolated from observed gravity values.
 QE1331
 QE1331;                    North         East    Units  Estimated Accuracy
 QE1331;SPC OR N     -    83,890.    2,379,250.      MT  (+/- 180 meters Scaled)
 QE1331
 QE1331                          SUPERSEDED SURVEY CONTROL
 QE1331
 QE1331  NGVD 29 (??/??/92) 1041.57   (m)         3417.2    (f) COMPUTED    1 2
 QE1331
 QE1331.Superseded values are not recommended for survey control.
 QE1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1331.See file dsdata.txt to determine how the superseded data were derived.
 QE1331
 QE1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ783180(NAD 83)
 QE1331_MARKER: DD = SURVEY DISK
 QE1331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE1331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE1331_STAMPING: 3418 23 H 18 1934
 QE1331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE1331+STABILITY: SURFACE MOTION
 QE1331
 QE1331  HISTORY     - Date     Condition        Report By
 QE1331  HISTORY     - 1934     MONUMENTED       BPR
 QE1331  HISTORY     - 1963     GOOD             NGS
 QE1331
 QE1331                          STATION DESCRIPTION
 QE1331
 QE1331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 QE1331'4.6 MI W FROM SANTIAM JUNCTION.
 QE1331'4.6 MILES WEST ALONG U.S. HIGHWAY 20 FROM THE MOBIL SERVICE STATION
 QE1331'AND STORE AT SANTIAM JUNCTION, 0.45 MILE EAST OF MILE POST NO. 70, 250
 QE1331'FEET NORTHWEST OF THE WEST END OF A CONCRETE CULVERT, 67 FEET
 QE1331'NORTHWEST OF THE CENTER OF THE HIGHWAY, 1 FOOT SOUTH OF A METAL
 QE1331'WITNESS POST AND ABOUT 6 FEET BELOW THE LEVEL OF THE HIGHWAY.  THE
 QE1331'MONUMENT PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1332 ***********************************************************************
 QE1332  DESIGNATION -  H 19
 QE1332  PID         -  QE1332
 QE1332  STATE/COUNTY-  OR/LINN
 QE1332  USGS QUAD   -  ECHO MOUNTAIN (1994)
 QE1332
 QE1332                         *CURRENT SURVEY CONTROL
 QE1332  ___________________________________________________________________
 QE1332* NAD 83(1986)-  44 24 42.     (N)    122 01 27.     (W)     SCALED    
 QE1332* NAVD 88     -      1049.219  (meters)    3442.31   (feet)  POSTED    
 QE1332  ___________________________________________________________________
 QE1332  GEOID HEIGHT-         -21.58  (meters)                     GEOID03
 QE1332  DYNAMIC HT  -        1048.860 (meters)    3441.13  (feet)  COMP
 QE1332  MODELED GRAV-     980,238.2   (mgal)                       NAVD 88
 QE1332
 QE1332  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 QE1332
 QE1332.The horizontal coordinates were scaled from a topographic map and have
 QE1332.an estimated accuracy of +/- 6 seconds.
 QE1332
 QE1332.The orthometric height was determined by differential leveling
 QE1332.and adjusted by the  in 1992.
 QE1332.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 QE1332.rate of 1.1 thru 2.0 mm/km.
 QE1332
 QE1332.The geoid height was determined by GEOID03.
 QE1332
 QE1332.The dynamic height is computed by dividing the NAVD 88
 QE1332.geopotential number by the normal gravity value computed on the
 QE1332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1332.degrees latitude (g = 980.6199 gals.).
 QE1332
 QE1332.The modeled gravity was interpolated from observed gravity values.
 QE1332
 QE1332;                    North         East    Units  Estimated Accuracy
 QE1332;SPC OR N     -    83,930.    2,378,610.      MT  (+/- 180 meters Scaled)
 QE1332
 QE1332                          SUPERSEDED SURVEY CONTROL
 QE1332
 QE1332  NGVD 29 (??/??/92) 1048.03   (m)         3438.4    (f) COMPUTED    1 2
 QE1332
 QE1332.Superseded values are not recommended for survey control.
 QE1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1332.See file dsdata.txt to determine how the superseded data were derived.
 QE1332
 QE1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ776180(NAD 83)
 QE1332_MARKER: DD = SURVEY DISK
 QE1332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE1332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE1332_STAMPING: 3439 23 H 19 1934
 QE1332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE1332+STABILITY: SURFACE MOTION
 QE1332
 QE1332  HISTORY     - Date     Condition        Report By
 QE1332  HISTORY     - 1934     MONUMENTED       BPR
 QE1332  HISTORY     - 1963     GOOD             NGS
 QE1332
 QE1332                          STATION DESCRIPTION
 QE1332
 QE1332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 QE1332'5.0 MI W FROM SANTIAM JUNCTION.
 QE1332'5.0 MILES WEST ALONG U.S. HIGHWAY 20 FROM THE MOBIL SERVICE STATION
 QE1332'AND STORE AT SANTIAM JUNCTION, 135 FEET SOUTHEAST OF MILE POST NO. 70,
 QE1332'67 FEET SOUTHWEST OF THE CENTER OF THE HIGHWAY, 1 FOOT NORTH OF A
 QE1332'METAL WITNESS POST AND ABOUT 15 FEET BELOW THE LEVEL OF THE HIGHWAY.
 QE1332'THE MONUMENT PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0007 ***********************************************************************
 QE0007  DESIGNATION -  H 192
 QE0007  PID         -  QE0007
 QE0007  STATE/COUNTY-  OR/MARION
 QE0007  USGS QUAD   -  MILL CITY NORTH (1985)
 QE0007
 QE0007                         *CURRENT SURVEY CONTROL
 QE0007  ___________________________________________________________________
 QE0007* NAD 83(1986)-  44 45 21.     (N)    122 25 27.     (W)     SCALED    
 QE0007* NAVD 88     -       287.302  (meters)     942.59   (feet)  ADJUSTED  
 QE0007  ___________________________________________________________________
 QE0007  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 QE0007  DYNAMIC HT  -         287.259 (meters)     942.45  (feet)  COMP
 QE0007  MODELED GRAV-     980,459.8   (mgal)                       NAVD 88
 QE0007
 QE0007  VERT ORDER  -  FIRST     CLASS II
 QE0007
 QE0007.The horizontal coordinates were scaled from a topographic map and have
 QE0007.an estimated accuracy of +/- 6 seconds.
 QE0007
 QE0007.The orthometric height was determined by differential leveling
 QE0007.and adjusted in June 1991.
 QE0007
 QE0007.The geoid height was determined by GEOID03.
 QE0007
 QE0007.The dynamic height is computed by dividing the NAVD 88
 QE0007.geopotential number by the normal gravity value computed on the
 QE0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0007.degrees latitude (g = 980.6199 gals.).
 QE0007
 QE0007.The modeled gravity was interpolated from observed gravity values.
 QE0007
 QE0007;                    North         East    Units  Estimated Accuracy
 QE0007;SPC OR N     -   122,840.    2,347,670.      MT  (+/- 180 meters Scaled)
 QE0007
 QE0007                          SUPERSEDED SURVEY CONTROL
 QE0007
 QE0007  NGVD 29 (??/??/92)  286.24   (m)          939.1    (f) COMPUTED    1 2
 QE0007
 QE0007.Superseded values are not recommended for survey control.
 QE0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0007.See file dsdata.txt to determine how the superseded data were derived.
 QE0007
 QE0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ455559(NAD 83)
 QE0007_MARKER: DD = SURVEY DISK
 QE0007_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QE0007_SP_SET: CULVERT
 QE0007_STAMPING: H 192 1941
 QE0007_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0007
 QE0007  HISTORY     - Date     Condition        Report By
 QE0007  HISTORY     - 1941     MONUMENTED       ORDT
 QE0007  HISTORY     - 1955     GOOD             USGS
 QE0007
 QE0007                          STATION DESCRIPTION
 QE0007
 QE0007'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 QE0007'0.4 MI W FROM GATES.
 QE0007'ABOUT 0.4 MILE WEST ALONG THE NORTH SANTION HIGHWAY (OREG. 22) FROM
 QE0007'GATES, MARION COUNTY, AT A CULVERT, END THE TOP OF THE WEST END OF THE
 QE0007'SOUTH HEAD WALL, ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.  AN OREGON
 QE0007'STATE DEPARTMENT OF HIGHWAY STANDARD DISK, STAMPED H 192 1941.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0462 ***********************************************************************
 QE0462  DESIGNATION -  H 192
 QE0462  PID         -  QE0462
 QE0462  STATE/COUNTY-  OR/MARION
 QE0462  USGS QUAD   -  SALEM WEST (1986)
 QE0462
 QE0462                         *CURRENT SURVEY CONTROL
 QE0462  ___________________________________________________________________
 QE0462* NAD 83(1986)-  44 56 20.     (N)    123 01 51.     (W)     SCALED    
 QE0462* NAVD 88     -        50.561  (meters)     165.88   (feet)  ADJUSTED  
 QE0462  ___________________________________________________________________
 QE0462  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 QE0462  DYNAMIC HT  -          50.558 (meters)     165.87  (feet)  COMP
 QE0462  MODELED GRAV-     980,570.7   (mgal)                       NAVD 88
 QE0462
 QE0462  VERT ORDER  -  FIRST     CLASS II
 QE0462
 QE0462.The horizontal coordinates were scaled from a topographic map and have
 QE0462.an estimated accuracy of +/- 6 seconds.
 QE0462
 QE0462.The orthometric height was determined by differential leveling
 QE0462.and adjusted in June 1991.
 QE0462
 QE0462.The geoid height was determined by GEOID03.
 QE0462
 QE0462.The dynamic height is computed by dividing the NAVD 88
 QE0462.geopotential number by the normal gravity value computed on the
 QE0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0462.degrees latitude (g = 980.6199 gals.).
 QE0462
 QE0462.The modeled gravity was interpolated from observed gravity values.
 QE0462
 QE0462;                    North         East    Units  Estimated Accuracy
 QE0462;SPC OR N     -   144,500.    2,300,290.      MT  (+/- 180 meters Scaled)
 QE0462
 QE0462                          SUPERSEDED SURVEY CONTROL
 QE0462
 QE0462  NGVD 29 (??/??/92)   49.532  (m)          162.51   (f) ADJ UNCH    1 2
 QE0462
 QE0462.Superseded values are not recommended for survey control.
 QE0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0462.See file dsdata.txt to determine how the superseded data were derived.
 QE0462
 QE0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ975761(NAD 83)
 QE0462_MARKER: DB = BENCH MARK DISK
 QE0462_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QE0462_SP_SET: SIDEWALK
 QE0462_STAMPING: H 192 1941
 QE0462_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0462
 QE0462  HISTORY     - Date     Condition        Report By
 QE0462  HISTORY     - 1941     MONUMENTED       CGS
 QE0462  HISTORY     - 1973     GOOD             NGS
 QE0462  HISTORY     - 20060218 GOOD             USPSQD
 QE0462
 QE0462                          STATION DESCRIPTION
 QE0462
 QE0462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 QE0462'IN SALEM.
 QE0462'AT SALEM, AT THE JUNCTION OF COURT STREET NORTHEAST, AND WEST SUMMER
 QE0462'STREET, ABOUT 150 FEET NORTH OF THE NORTHWEST CORNER OF THE STATE
 QE0462'CAPITOL, IN A PORTION OF THE LAWN BETWEEN THE CURB, AND THE SIDEWALK,
 QE0462'8 FEET SOUTH OF THE SOUTH CURB OF COURT STREET NORTHEAST, 1.2 FEET
 QE0462'NORTH OF THE NORTH EDGE OF THE EAST-WEST SIDEWALK, AND 1.0 FOOT WEST
 QE0462'OF THE WEST EDGE OF THE NORTH-SOUTH SIDEWALK, A STANDARD DISK SET IN A
 QE0462'CONCRETE MONUMENT THAT IS FLUSH.
 QE0462
 QE0462                          STATION RECOVERY (2006)
 QE0462
 QE0462'RECOVERY NOTE BY US POWER SQUADRON 2006 (DLA)
 QE0462'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0496 ***********************************************************************
 QE0496  DESIGNATION -  H 193
 QE0496  PID         -  QE0496
 QE0496  STATE/COUNTY-  OR/POLK
 QE0496  USGS QUAD   -  DALLAS (1986)
 QE0496
 QE0496                         *CURRENT SURVEY CONTROL
 QE0496  ___________________________________________________________________
 QE0496* NAD 83(1986)-  44 55 04.     (N)    123 18 02.     (W)     SCALED    
 QE0496* NAVD 88     -        91.169  (meters)     299.11   (feet)  ADJUSTED  
 QE0496  ___________________________________________________________________
 QE0496  GEOID HEIGHT-         -22.10  (meters)                     GEOID03
 QE0496  DYNAMIC HT  -          91.168 (meters)     299.11  (feet)  COMP
 QE0496  MODELED GRAV-     980,603.1   (mgal)                       NAVD 88
 QE0496
 QE0496  VERT ORDER  -  FIRST     CLASS II
 QE0496
 QE0496.The horizontal coordinates were scaled from a topographic map and have
 QE0496.an estimated accuracy of +/- 6 seconds.
 QE0496
 QE0496.The orthometric height was determined by differential leveling
 QE0496.and adjusted in June 1991.
 QE0496
 QE0496.The geoid height was determined by GEOID03.
 QE0496
 QE0496.The dynamic height is computed by dividing the NAVD 88
 QE0496.geopotential number by the normal gravity value computed on the
 QE0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0496.degrees latitude (g = 980.6199 gals.).
 QE0496
 QE0496.The modeled gravity was interpolated from observed gravity values.
 QE0496
 QE0496;                    North         East    Units  Estimated Accuracy
 QE0496;SPC OR N     -   142,860.    2,278,940.      MT  (+/- 180 meters Scaled)
 QE0496
 QE0496                          SUPERSEDED SURVEY CONTROL
 QE0496
 QE0496  NGVD 29 (??/??/92)   90.133  (m)          295.71   (f) ADJ UNCH    1 2
 QE0496
 QE0496.Superseded values are not recommended for survey control.
 QE0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0496.See file dsdata.txt to determine how the superseded data were derived.
 QE0496
 QE0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ762738(NAD 83)
 QE0496_MARKER: DB = BENCH MARK DISK
 QE0496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0496_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0496_STAMPING: H 193 1940
 QE0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0496+STABILITY: SURFACE MOTION
 QE0496
 QE0496  HISTORY     - Date     Condition        Report By
 QE0496  HISTORY     - 1940     MONUMENTED       ORGS
 QE0496  HISTORY     - 1973     GOOD             USGS
 QE0496
 QE0496                          STATION DESCRIPTION
 QE0496
 QE0496'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 QE0496'0.4 MI E FROM DALLAS.
 QE0496'DALLAS, ABOUT 0.4 MI E. ALONG MILLER AVENUE FROM THE NEW HOSPITAL
 QE0496'BLDG. AT, 158 FT W. OF CENTERLINE OF MILLER AVENUE AND GLEASON STREET
 QE0496'JCT., 110 FT ESE. OF CENTERLINE OF MILLER W. OF CENTERLINE OF MILLER
 QE0496'AVENUE AND GLEASON STREET JCT., 110 FT ESE. OF CENTERLING OF MILLER
 QE0496'AVENUE AND EUBANK STREET JCT., 24 FT S. OF CENTERLINE OF AVENUE
 QE0496'OPPOSITE, ABOUT 5 INCHES N. OF N. EDGE OF SIDEWALK, A STD. USC AND GS
 QE0496'AND SS DISK, STAMPED H 193 1940, SET IN TOP OF A CONC. POST FLUSH WITH
 QE0496'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0117 ***********************************************************************
 QC0117  DESIGNATION -  H 194
 QC0117  PID         -  QC0117
 QC0117  STATE/COUNTY-  OR/GRANT
 QC0117  USGS QUAD   -  CASTLE CREEK (1983)
 QC0117
 QC0117                         *CURRENT SURVEY CONTROL
 QC0117  ___________________________________________________________________
 QC0117* NAD 83(1986)-  44 25 52.     (N)    118 50 30.     (W)     SCALED    
 QC0117* NAVD 88     -      1003.712  (meters)    3293.01   (feet)  ADJUSTED  
 QC0117  ___________________________________________________________________
 QC0117  GEOID HEIGHT-         -18.08  (meters)                     GEOID03
 QC0117  DYNAMIC HT  -        1003.337 (meters)    3291.78  (feet)  COMP
 QC0117  MODELED GRAV-     980,210.9   (mgal)                       NAVD 88
 QC0117
 QC0117  VERT ORDER  -  FIRST     CLASS II
 QC0117
 QC0117.The horizontal coordinates were scaled from a topographic map and have
 QC0117.an estimated accuracy of +/- 6 seconds.
 QC0117
 QC0117.The orthometric height was determined by differential leveling
 QC0117.and adjusted in June 1991.
 QC0117
 QC0117.The geoid height was determined by GEOID03.
 QC0117
 QC0117.The dynamic height is computed by dividing the NAVD 88
 QC0117.geopotential number by the normal gravity value computed on the
 QC0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0117.degrees latitude (g = 980.6199 gals.).
 QC0117
 QC0117.The modeled gravity was interpolated from observed gravity values.
 QC0117
 QC0117;                    North         East    Units  Estimated Accuracy
 QC0117;SPC OR N     -    86,300.    2,632,030.      MT  (+/- 180 meters Scaled)
 QC0117
 QC0117                          SUPERSEDED SURVEY CONTROL
 QC0117
 QC0117  NGVD 29 (??/??/??) 1002.52   (m)         3289.1    (f) RESET       3  
 QC0117
 QC0117.Superseded values are not recommended for survey control.
 QC0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0117.See file dsdata.txt to determine how the superseded data were derived.
 QC0117
 QC0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK534214(NAD 83)
 QC0117_MARKER: DD = SURVEY DISK
 QC0117_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QC0117_STAMPING: 3289.4 H 194 1941
 QC0117_MARK LOGO: ORHD  
 QC0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0117+STABILITY: SURFACE MOTION
 QC0117
 QC0117  HISTORY     - Date     Condition        Report By
 QC0117  HISTORY     - 1941     MONUMENTED       ORHD
 QC0117  HISTORY     - 1963     GOOD             NGS
 QC0117  HISTORY     - 1985     GOOD             NGS
 QC0117
 QC0117                          STATION DESCRIPTION
 QC0117
 QC0117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 QC0117'6.1 MI E FROM JOHN DAY.
 QC0117'6.1 MILES EAST ALONG U.S. HIGHWAY 26 FROM THE JUNCTION OF U.S.
 QC0117'HIGHWAYS 26 AND 395, WHICH IS 0.1 MILE SOUTH OF THE JOHN DAY POST
 QC0117'OFFICE, 0.3 MILE EAST OF MILE POST NO. 168, AT THE EAST END OF THE
 QC0117'SOUTH HEAD WALL OF A 3 BY 8 FOOT BOX CULVERT, 200 FEET SOUTHWEST OF A
 QC0117'DRIVEWAY WITH A HOUSE ON EITHER SIDE OF THE HIGHWAY, 24 FEET SOUTHEAST
 QC0117'OF THE CENTER OF THE HIGHWAY AND 3 FEET BELOW THE LEVEL OF THE
 QC0117'HIGHWAY.
 QC0117
 QC0117                          STATION RECOVERY (1985)
 QC0117
 QC0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QC0117'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  9.60 KM
 QC0117'(5.97 MI) EAST ALONG US HIGHWAY 26 FROM THE JUNCTION OF US HIGHWAY 395
 QC0117'AT JOHN DAY, IN TOP OF THE EAST END OF THE SOUTH 3 BY 8 FOOT CONCRETE
 QC0117'BOX CULVERT, 0.40 KM (0.25 MI) WEST OF THE T JUNCTION OF PINE CREEK
 QC0117'ROAD LEADING SOUTH, 0.44 KM (0.28 MI) EAST OF MILEPOST 168, 7.8 METERS
 QC0117'(25.5 FT) SOUTH OF THE HIGHWAY CENTERLINE, O.3 METER (1 FT) WEST OF
 QC0117'THE EAST END OF THE HEADWALL.
 QC0117'THE MARK IS 1.4 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1303 ***********************************************************************
 RD1303  DESIGNATION -  H 195
 RD1303  PID         -  RD1303
 RD1303  STATE/COUNTY-  OR/CLATSOP
 RD1303  USGS QUAD   -  VINEMAPLE (1984)
 RD1303
 RD1303                         *CURRENT SURVEY CONTROL
 RD1303  ___________________________________________________________________
 RD1303* NAD 83(1986)-  45 53 44.     (N)    123 30 28.     (W)     SCALED    
 RD1303* NAVD 88     -       139.875  (meters)     458.91   (feet)  ADJUSTED  
 RD1303  ___________________________________________________________________
 RD1303  GEOID HEIGHT-         -21.17  (meters)                     GEOID03
 RD1303  DYNAMIC HT  -         139.887 (meters)     458.95  (feet)  COMP
 RD1303  MODELED GRAV-     980,696.1   (mgal)                       NAVD 88
 RD1303
 RD1303  VERT ORDER  -  SECOND    CLASS 0
 RD1303
 RD1303.The horizontal coordinates were scaled from a topographic map and have
 RD1303.an estimated accuracy of +/- 6 seconds.
 RD1303
 RD1303.The orthometric height was determined by differential leveling
 RD1303.and adjusted in June 1991.
 RD1303
 RD1303.The geoid height was determined by GEOID03.
 RD1303
 RD1303.The dynamic height is computed by dividing the NAVD 88
 RD1303.geopotential number by the normal gravity value computed on the
 RD1303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1303.degrees latitude (g = 980.6199 gals.).
 RD1303
 RD1303.The modeled gravity was interpolated from observed gravity values.
 RD1303
 RD1303;                    North         East    Units  Estimated Accuracy
 RD1303;SPC OR N     -   252,030.    2,266,630.      MT  (+/- 180 meters Scaled)
 RD1303
 RD1303                          SUPERSEDED SURVEY CONTROL
 RD1303
 RD1303  NGVD 29 (??/??/92)  138.802  (m)          455.39   (f) ADJ UNCH    2 0
 RD1303
 RD1303.Superseded values are not recommended for survey control.
 RD1303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1303.See file dsdata.txt to determine how the superseded data were derived.
 RD1303
 RD1303_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR606825(NAD 83)
 RD1303_MARKER: DD = SURVEY DISK
 RD1303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD1303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD1303_STAMPING: 195 H 1941
 RD1303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD1303+STABILITY: SURFACE MOTION
 RD1303
 RD1303  HISTORY     - Date     Condition        Report By
 RD1303  HISTORY     - 1941     MONUMENTED       ORDT
 RD1303  HISTORY     - 1941     GOOD             NGS
 RD1303
 RD1303                          STATION DESCRIPTION
 RD1303
 RD1303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 RD1303'3.5 MI S FROM JEWELL.
 RD1303'ABOUT 3.5 MILES SOUTH OF JEWELL, ALONG THE ELSIE- JEWELL ROAD, EAST
 RD1303'EDGE OF TIDEPORT, 20 FEET SOUTH OF CENTER OF ROAD NEAR THE FENCE, AT
 RD1303'THE EAST END OF A STOCKPILE SITE.  AN OSHD DISK SET IN A CONCRETE
 RD1303'POST.  WITNESS POST SET BY MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH0860 ***********************************************************************
 OH0860  DESIGNATION -  H 197
 OH0860  PID         -  OH0860
 OH0860  STATE/COUNTY-  OR/MALHEUR
 OH0860  USGS QUAD   -  NYSSA (1965)
 OH0860
 OH0860                         *CURRENT SURVEY CONTROL
 OH0860  ___________________________________________________________________
 OH0860* NAD 83(1986)-  43 52 32.     (N)    116 59 33.     (W)     SCALED    
 OH0860* NAVD 88     -       665.549  (meters)    2183.56   (feet)  ADJUSTED  
 OH0860  ___________________________________________________________________
 OH0860  GEOID HEIGHT-         -17.87  (meters)                     GEOID03
 OH0860  DYNAMIC HT  -         665.339 (meters)    2182.87  (feet)  COMP
 OH0860  MODELED GRAV-     980,282.6   (mgal)                       NAVD 88
 OH0860
 OH0860  VERT ORDER  -  FIRST     CLASS II
 OH0860
 OH0860.The horizontal coordinates were scaled from a topographic map and have
 OH0860.an estimated accuracy of +/- 6 seconds.
 OH0860
 OH0860.The orthometric height was determined by differential leveling
 OH0860.and adjusted in June 1991.
 OH0860
 OH0860.The geoid height was determined by GEOID03.
 OH0860
 OH0860.The dynamic height is computed by dividing the NAVD 88
 OH0860.geopotential number by the normal gravity value computed on the
 OH0860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0860.degrees latitude (g = 980.6199 gals.).
 OH0860
 OH0860.The modeled gravity was interpolated from observed gravity values.
 OH0860
 OH0860;                    North         East    Units  Estimated Accuracy
 OH0860;SPC OR S     -   251,280.    1,781,820.      MT  (+/- 180 meters Scaled)
 OH0860
 OH0860                          SUPERSEDED SURVEY CONTROL
 OH0860
 OH0860  NGVD 29 (??/??/92)  664.586  (m)         2180.40   (f) ADJ UNCH    1 2
 OH0860
 OH0860.Superseded values are not recommended for survey control.
 OH0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0860.See file dsdata.txt to determine how the superseded data were derived.
 OH0860
 OH0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ006580(NAD 83)
 OH0860_MARKER: DD = SURVEY DISK
 OH0860_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OH0860_SP_SET: STEP
 OH0860_STAMPING: H 197 1941
 OH0860_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH0860
 OH0860  HISTORY     - Date     Condition        Report By
 OH0860  HISTORY     - 1941     MONUMENTED       ORDT
 OH0860  HISTORY     - 1941     GOOD             NGS
 OH0860
 OH0860                          STATION DESCRIPTION
 OH0860
 OH0860'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 OH0860'IN NYSSA.
 OH0860'AT NYSSA, MALHEUR COUNTY, AT THE UNION PACIFIC RAILROAD STATION, AT
 OH0860'THE WEST ENTRANCE, 3 FEET NORTH AND 3 FEET WEST OF THE DOOR, AND IN
 OH0860'THE TOP OF THE CONCRETE STEP.  AN OREGON STATE HIGHWAY DEPARTMENT
 OH0860'STANDARD DISK, STAMPED H 197 1941.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0967 ***********************************************************************
 RD0967  DESIGNATION -  H 198
 RD0967  PID         -  RD0967
 RD0967  STATE/COUNTY-  OR/YAMHILL
 RD0967  USGS QUAD   -  DOLPH (1985)
 RD0967
 RD0967                         *CURRENT SURVEY CONTROL
 RD0967  ___________________________________________________________________
 RD0967* NAD 83(1986)-  45 05 28.     (N)    123 45 29.     (W)     SCALED    
 RD0967* NAVD 88     -       181.398  (meters)     595.14   (feet)  ADJUSTED  
 RD0967  ___________________________________________________________________
 RD0967  GEOID HEIGHT-         -21.74  (meters)                     GEOID03
 RD0967  DYNAMIC HT  -         181.398 (meters)     595.14  (feet)  COMP
 RD0967  MODELED GRAV-     980,611.5   (mgal)                       NAVD 88
 RD0967
 RD0967  VERT ORDER  -  FIRST     CLASS II
 RD0967
 RD0967.The horizontal coordinates were scaled from a topographic map and have
 RD0967.an estimated accuracy of +/- 6 seconds.
 RD0967
 RD0967.The orthometric height was determined by differential leveling
 RD0967.and adjusted in June 1991.
 RD0967
 RD0967.The geoid height was determined by GEOID03.
 RD0967
 RD0967.The dynamic height is computed by dividing the NAVD 88
 RD0967.geopotential number by the normal gravity value computed on the
 RD0967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0967.degrees latitude (g = 980.6199 gals.).
 RD0967
 RD0967.The modeled gravity was interpolated from observed gravity values.
 RD0967
 RD0967;                    North         East    Units  Estimated Accuracy
 RD0967;SPC OR N     -   163,460.    2,243,620.      MT  (+/- 180 meters Scaled)
 RD0967
 RD0967                          SUPERSEDED SURVEY CONTROL
 RD0967
 RD0967  NGVD 29 (??/??/92)  180.336  (m)          591.65   (f) ADJ UNCH    1 2
 RD0967
 RD0967.Superseded values are not recommended for survey control.
 RD0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0967.See file dsdata.txt to determine how the superseded data were derived.
 RD0967
 RD0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ403933(NAD 83)
 RD0967_MARKER: DD = SURVEY DISK
 RD0967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0967_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0967_STAMPING: H 198 1940
 RD0967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0967+STABILITY: SURFACE MOTION
 RD0967
 RD0967  HISTORY     - Date     Condition        Report By
 RD0967  HISTORY     - 1940     MONUMENTED       ORDT
 RD0967  HISTORY     - 1941     GOOD             NGS
 RD0967  HISTORY     - 1954     MARK NOT FOUND   NGS
 RD0967
 RD0967                          STATION DESCRIPTION
 RD0967
 RD0967'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 RD0967'2.3 MI E FROM DOLPH.
 RD0967'ABOUT 2.3 MILES EAST OF DOLPH ON THE THREE RIVERS HIGHWAY, 50 FEET
 RD0967'SOUTH OF HIGHWAY, 50 FEET WEST OF A 48-INCH SNAG, SOUTH SIDE OF SMALL
 RD0967'STOCK-PILE SITE AND TURMOUT.  A USBM WITNESS POST IS NEAR THE MARK.
 RD0967
 RD0967                          STATION RECOVERY (1954)
 RD0967
 RD0967'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 RD0967'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0255 ***********************************************************************
 PC0255  DESIGNATION -  H 1=602
 PC0255  PID         -  PC0255
 PC0255  STATE/COUNTY-  OR/LANE
 PC0255  USGS QUAD   -  LOWELL (1986)
 PC0255
 PC0255                         *CURRENT SURVEY CONTROL
 PC0255  ___________________________________________________________________
 PC0255* NAD 83(1986)-  43 58 08.     (N)    122 51 03.     (W)     SCALED    
 PC0255* NAVD 88     -       184.846  (meters)     606.45   (feet)  ADJUSTED  
 PC0255  ___________________________________________________________________
 PC0255  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 PC0255  DYNAMIC HT  -         184.810 (meters)     606.33  (feet)  COMP
 PC0255  MODELED GRAV-     980,422.2   (mgal)                       NAVD 88
 PC0255
 PC0255  VERT ORDER  -  SECOND    CLASS 0
 PC0255
 PC0255.The horizontal coordinates were scaled from a topographic map and have
 PC0255.an estimated accuracy of +/- 6 seconds.
 PC0255
 PC0255.The orthometric height was determined by differential leveling
 PC0255.and adjusted in June 1991.
 PC0255
 PC0255.The geoid height was determined by GEOID03.
 PC0255
 PC0255.The dynamic height is computed by dividing the NAVD 88
 PC0255.geopotential number by the normal gravity value computed on the
 PC0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0255.degrees latitude (g = 980.6199 gals.).
 PC0255
 PC0255.The modeled gravity was interpolated from observed gravity values.
 PC0255
 PC0255;                    North         East    Units  Estimated Accuracy
 PC0255;SPC OR S     -   258,390.    1,311,380.      MT  (+/- 180 meters Scaled)
 PC0255
 PC0255                          SUPERSEDED SURVEY CONTROL
 PC0255
 PC0255  NGVD 29 (??/??/92)  183.741  (m)          602.82   (f) ADJ UNCH    2 0
 PC0255
 PC0255.Superseded values are not recommended for survey control.
 PC0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0255.See file dsdata.txt to determine how the superseded data were derived.
 PC0255
 PC0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP119684(NAD 83)
 PC0255_MARKER: DD = SURVEY DISK
 PC0255_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PC0255_SP_SET: ABUTMENT
 PC0255_STAMPING: 602 H 1 1934
 PC0255_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PC0255
 PC0255  HISTORY     - Date     Condition        Report By
 PC0255  HISTORY     - 1934     MONUMENTED       USGS
 PC0255  HISTORY     - 1934     GOOD             NGS
 PC0255
 PC0255                          STATION DESCRIPTION
 PC0255
 PC0255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PC0255'0.2 MI NW FROM FALL CREEK.
 PC0255'0.2 MILE NORTHWEST, FROM STATION.  ALONG THE RIGHT OF WAY OF THE
 PC0255'SOUTHERN PACIFIC RAILROAD CO., AT NORTHWEST END OF 700 FOOT ROCK CUT,
 PC0255'35 YARDS SOUTHEAST OF CATTLE GUARD NO. 608-C, IN SOUTH END OF EAST
 PC0255'ABUTMENT OF 6 FOOT BALLAST DECK CULVERT NO. 608-B.  FACE OF ROCK CLIFF
 PC0255'ON NORTH SIDE OF TRACK PAINTED USPBM 602.4.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0919 ***********************************************************************
 QB0919  DESIGNATION -  H 2
 QB0919  PID         -  QB0919
 QB0919  STATE/COUNTY-  OR/BAKER
 QB0919  USGS QUAD   -  ENCINA (1993)
 QB0919
 QB0919                         *CURRENT SURVEY CONTROL
 QB0919  ___________________________________________________________________
 QB0919* NAD 83(1986)-  44 42 28.     (N)    117 44 49.     (W)     SCALED    
 QB0919* NAVD 88     -      1133.735  (meters)    3719.60   (feet)  POSTED    
 QB0919  ___________________________________________________________________
 QB0919  GEOID HEIGHT-         -17.05  (meters)                     GEOID03
 QB0919  DYNAMIC HT  -        1133.320 (meters)    3718.23  (feet)  COMP
 QB0919  MODELED GRAV-     980,211.4   (mgal)                       NAVD 88
 QB0919
 QB0919  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 QB0919
 QB0919.The horizontal coordinates were scaled from a topographic map and have
 QB0919.an estimated accuracy of +/- 6 seconds.
 QB0919
 QB0919.The orthometric height was determined by differential leveling
 QB0919.and adjusted by the  in 1992.
 QB0919.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 QB0919.was located on a no-check spur therefore a value was not computed.
 QB0919.No vertical observational check was made to the station.
 QB0919
 QB0919.The geoid height was determined by GEOID03.
 QB0919
 QB0919.The dynamic height is computed by dividing the NAVD 88
 QB0919.geopotential number by the normal gravity value computed on the
 QB0919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0919.degrees latitude (g = 980.6199 gals.).
 QB0919
 QB0919.The modeled gravity was interpolated from observed gravity values.
 QB0919
 QB0919;                    North         East    Units  Estimated Accuracy
 QB0919;SPC OR N     -   119,410.    2,718,110.      MT  (+/- 180 meters Scaled)
 QB0919
 QB0919                          SUPERSEDED SURVEY CONTROL
 QB0919
 QB0919  NGVD 29 (??/??/??) 1132.54   (m)         3715.7    (f) RESET       3  
 QB0919
 QB0919.Superseded values are not recommended for survey control.
 QB0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0919.See file dsdata.txt to determine how the superseded data were derived.
 QB0919
 QB0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK408507(NAD 83)
 QB0919_MARKER: DB = BENCH MARK DISK
 QB0919_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QB0919_SP_SET: CULVERT
 QB0919_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB0919
 QB0919  HISTORY     - Date     Condition        Report By
 QB0919  HISTORY     - 1904     MONUMENTED       CGS
 QB0919  HISTORY     - 1941     GOOD             CGS
 QB0919  HISTORY     - 1954     GOOD             CGS
 QB0919  HISTORY     - 19920218 MARK NOT FOUND   USGS-R
 QB0919
 QB0919                          STATION DESCRIPTION
 QB0919
 QB0919'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 QB0919'1.2 MI SE FROM QUARTZ.
 QB0919'ABOUT 1.2 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM
 QB0919'QUARTZ, BAKER COUNTY, ABOUT 250 FEET WEST OF A PRIVATE ROAD CROSSING,
 QB0919'AT THE EAST END OF A HIGH FILL, AT THE SOUTHWEST CORNER OF CONCRETE
 QB0919'CULVERT 348.81, IN THE TOP OF THE WING WALL, AND 4 INCHES FROM THE
 QB0919'EAST EDGE.  THE BOTTOM OF A SQUARE HOLE.  NOTE-- THIS BENCH MARK WAS
 QB0919'REPORTED IN OCTOBER 1941 TO BE COVERED BY NEW FILL.
 QB0919
 QB0919                          STATION RECOVERY (1954)
 QB0919
 QB0919'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 QB0919'RECOVERED IN GOOD CONDITION.
 QB0919
 QB0919                          STATION RECOVERY (1992)
 QB0919
 QB0919'RECOVERY NOTE BY USGS ROCKY MOUNTAIN MAPPING CENTER 1992 (ALM)
 QB0919'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1146 ***********************************************************************
 QD1146  DESIGNATION -  H 2
 QD1146  PID         -  QD1146
 QD1146  STATE/COUNTY-  OR/LINN
 QD1146  USGS QUAD   -  SANTIAM JUNCTION (1988)
 QD1146
 QD1146                         *CURRENT SURVEY CONTROL
 QD1146  ___________________________________________________________________
 QD1146* NAD 83(1986)-  44 26 06.     (N)    121 56 38.     (W)     SCALED    
 QD1146* NAVD 88     -      1139.485  (meters)    3738.46   (feet)  ADJUSTED  
 QD1146  ___________________________________________________________________
 QD1146  GEOID HEIGHT-         -21.35  (meters)                     GEOID03
 QD1146  DYNAMIC HT  -        1139.081 (meters)    3737.13  (feet)  COMP
 QD1146  MODELED GRAV-     980,223.3   (mgal)                       NAVD 88
 QD1146
 QD1146  VERT ORDER  -  FIRST     CLASS II
 QD1146
 QD1146.The horizontal coordinates were scaled from a topographic map and have
 QD1146.an estimated accuracy of +/- 6 seconds.
 QD1146
 QD1146.The orthometric height was determined by differential leveling
 QD1146.and adjusted in June 1991.
 QD1146
 QD1146.The geoid height was determined by GEOID03.
 QD1146
 QD1146.The dynamic height is computed by dividing the NAVD 88
 QD1146.geopotential number by the normal gravity value computed on the
 QD1146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1146.degrees latitude (g = 980.6199 gals.).
 QD1146
 QD1146.The modeled gravity was interpolated from observed gravity values.
 QD1146
 QD1146;                    North         East    Units  Estimated Accuracy
 QD1146;SPC OR N     -    86,410.    2,385,050.      MT  (+/- 180 meters Scaled)
 QD1146
 QD1146                          SUPERSEDED SURVEY CONTROL
 QD1146
 QD1146  NGVD 29 (??/??/92) 1138.290  (m)         3734.54   (f) ADJ UNCH    1 2
 QD1146
 QD1146.Superseded values are not recommended for survey control.
 QD1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1146.See file dsdata.txt to determine how the superseded data were derived.
 QD1146
 QD1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ840207(NAD 83)
 QD1146_MARKER: DD = SURVEY DISK
 QD1146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD1146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QD1146_STAMPING: 3735 23 H 2 1934
 QD1146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD1146+STABILITY: SURFACE MOTION
 QD1146
 QD1146  HISTORY     - Date     Condition        Report By
 QD1146  HISTORY     - 1934     MONUMENTED       BPR
 QD1146  HISTORY     - 1963     GOOD             NGS
 QD1146
 QD1146                          STATION DESCRIPTION
 QD1146
 QD1146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 QD1146'0.35 MI SW FROM SANTIAM JUNCTION.
 QD1146'0.35 MILE SOUTHWEST ALONG U.S. HIGHWAY 20 FROM THE MOBIL SERVICE
 QD1146'STATION AND STORE AT SANTIAM JUNCTION, 110 FEET SOUTHWEST OF THE
 QD1146'SOUTHWEST CORNER OF A DWELLING, 66 FEET SOUTHEAST OF THE CENTER OF
 QD1146'U.S. HIGHWAY 20 AND 50 FEET NORTHEAST OF THE SOUTH ENTRANCE TO THE
 QD1146'HIGHWAY MAINTENANCE CAMP IN THE LAWN.  THE MONUMENT PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1333 ***********************************************************************
 QE1333  DESIGNATION -  H 20
 QE1333  PID         -  QE1333
 QE1333  STATE/COUNTY-  OR/LINN
 QE1333  USGS QUAD   -  ECHO MOUNTAIN (1994)
 QE1333
 QE1333                         *CURRENT SURVEY CONTROL
 QE1333  ___________________________________________________________________
 QE1333* NAD 83(1986)-  44 24 43.     (N)    122 01 30.     (W)     SCALED    
 QE1333* NAVD 88     -      1057.606  (meters)    3469.83   (feet)  POSTED    
 QE1333  ___________________________________________________________________
 QE1333  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 QE1333  DYNAMIC HT  -        1057.240 (meters)    3468.63  (feet)  COMP
 QE1333  MODELED GRAV-     980,238.3   (mgal)                       NAVD 88
 QE1333
 QE1333  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 QE1333
 QE1333.The horizontal coordinates were scaled from a topographic map and have
 QE1333.an estimated accuracy of +/- 6 seconds.
 QE1333
 QE1333.The orthometric height was determined by differential leveling
 QE1333.and adjusted by the  in 1992.
 QE1333.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 QE1333.rate of 1.1 thru 2.0 mm/km.
 QE1333
 QE1333.The geoid height was determined by GEOID03.
 QE1333
 QE1333.The dynamic height is computed by dividing the NAVD 88
 QE1333.geopotential number by the normal gravity value computed on the
 QE1333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1333.degrees latitude (g = 980.6199 gals.).
 QE1333
 QE1333.The modeled gravity was interpolated from observed gravity values.
 QE1333
 QE1333;                    North         East    Units  Estimated Accuracy
 QE1333;SPC OR N     -    83,960.    2,378,550.      MT  (+/- 180 meters Scaled)
 QE1333
 QE1333                          SUPERSEDED SURVEY CONTROL
 QE1333
 QE1333  NGVD 29 (??/??/92) 1056.41   (m)         3465.9    (f) COMPUTED    1 2
 QE1333
 QE1333.Superseded values are not recommended for survey control.
 QE1333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1333.See file dsdata.txt to determine how the superseded data were derived.
 QE1333
 QE1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ776180(NAD 83)
 QE1333_MARKER: DD = SURVEY DISK
 QE1333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE1333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE1333_STAMPING: 23 H 20 1934
 QE1333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE1333+STABILITY: SURFACE MOTION
 QE1333
 QE1333  HISTORY     - Date     Condition        Report By
 QE1333  HISTORY     - 1934     MONUMENTED       BPR
 QE1333  HISTORY     - 1963     GOOD             NGS
 QE1333
 QE1333                          STATION DESCRIPTION
 QE1333
 QE1333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 QE1333'5.0 MI W FROM SANTIAM JUNCTION.
 QE1333'5.0 MILES WEST ALONG U.S. HIGHWAY 20 FROM THE MOBIL SERVICE STATION
 QE1333'AND STORE AT SANTIAM JUNCTION, 154 FEET EAST OF MILE POST NO. 70, 73
 QE1333'FEET NORTHEAST OF THE CENTER OF THE HIGHWAY, 1 FOOT EAST OF A METAL
 QE1333'WITNESS POST AND ABOUT 18 FEET ABOVE THE LEVEL OF THE HIGHWAY.  THE
 QE1333'MONUMENT PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0004 ***********************************************************************
 PA0004  DESIGNATION -  H 20
 PA0004  PID         -  PA0004
 PA0004  STATE/COUNTY-  OR/MALHEUR
 PA0004  USGS QUAD   -  JUNTURA (1978)
 PA0004
 PA0004                         *CURRENT SURVEY CONTROL
 PA0004  ___________________________________________________________________
 PA0004* NAD 83(1986)-  43 38 17.     (N)    118 05 07.     (W)     SCALED    
 PA0004* NAVD 88     -       946.408  (meters)    3105.01   (feet)  ADJUSTED  
 PA0004  ___________________________________________________________________
 PA0004  GEOID HEIGHT-         -18.20  (meters)                     GEOID03
 PA0004  DYNAMIC HT  -         945.957 (meters)    3103.53  (feet)  COMP
 PA0004  MODELED GRAV-     980,112.8   (mgal)                       NAVD 88
 PA0004
 PA0004  VERT ORDER  -  FIRST     CLASS II
 PA0004
 PA0004.The horizontal coordinates were scaled from a topographic map and have
 PA0004.an estimated accuracy of +/- 6 seconds.
 PA0004
 PA0004.The orthometric height was determined by differential leveling
 PA0004.and adjusted in June 1991.
 PA0004
 PA0004.The geoid height was determined by GEOID03.
 PA0004
 PA0004.The dynamic height is computed by dividing the NAVD 88
 PA0004.geopotential number by the normal gravity value computed on the
 PA0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0004.degrees latitude (g = 980.6199 gals.).
 PA0004
 PA0004.The modeled gravity was interpolated from observed gravity values.
 PA0004
 PA0004;                    North         East    Units  Estimated Accuracy
 PA0004;SPC OR S     -   221,800.    1,694,810.      MT  (+/- 180 meters Scaled)
 PA0004
 PA0004                          SUPERSEDED SURVEY CONTROL
 PA0004
 PA0004  NGVD 29 (??/??/92)  945.253  (m)         3101.22   (f) ADJ UNCH    1 2
 PA0004
 PA0004.Superseded values are not recommended for survey control.
 PA0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0004.See file dsdata.txt to determine how the superseded data were derived.
 PA0004
 PA0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ124322(NAD 83)
 PA0004_MARKER: Q = CHISELED SQUARE
 PA0004_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PA0004_SP_SET: ABUTMENT
 PA0004_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PA0004
 PA0004  HISTORY     - Date     Condition        Report By
 PA0004  HISTORY     - UNK      MONUMENTED       CGS
 PA0004  HISTORY     - 1920     GOOD             NGS
 PA0004
 PA0004                          STATION DESCRIPTION
 PA0004
 PA0004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1920
 PA0004'2.8 MI N FROM LONG.
 PA0004'2.8 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 PA0004'LONG, MALHEUR COUNTY, ON THE NORTH ABUTMENT OF BRIDGE 83.79, AND ON
 PA0004'THE EAST SIDE OF THE TRACK.  A CHISELED SQUARE, MARKED BY THE LETTERS
 PA0004'USBM.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0789 ***********************************************************************
 RD0789  DESIGNATION -  H 207
 RD0789  PID         -  RD0789
 RD0789  STATE/COUNTY-  OR/WASHINGTON
 RD0789  USGS QUAD   -  GALES CREEK (1992)
 RD0789
 RD0789                         *CURRENT SURVEY CONTROL
 RD0789  ___________________________________________________________________
 RD0789* NAD 83(1986)-  45 35 12.     (N)    123 12 53.     (W)     SCALED    
 RD0789* NAVD 88     -        88.419  (meters)     290.09   (feet)  ADJUSTED  
 RD0789  ___________________________________________________________________
 RD0789  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 RD0789  DYNAMIC HT  -          88.421 (meters)     290.09  (feet)  COMP
 RD0789  MODELED GRAV-     980,638.1   (mgal)                       NAVD 88
 RD0789
 RD0789  VERT ORDER  -  SECOND    CLASS 0
 RD0789
 RD0789.The horizontal coordinates were scaled from a topographic map and have
 RD0789.an estimated accuracy of +/- 6 seconds.
 RD0789
 RD0789.The orthometric height was determined by differential leveling
 RD0789.and adjusted in June 1991.
 RD0789
 RD0789.The geoid height was determined by GEOID03.
 RD0789
 RD0789.The dynamic height is computed by dividing the NAVD 88
 RD0789.geopotential number by the normal gravity value computed on the
 RD0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0789.degrees latitude (g = 980.6199 gals.).
 RD0789
 RD0789.The modeled gravity was interpolated from observed gravity values.
 RD0789
 RD0789;                    North         East    Units  Estimated Accuracy
 RD0789;SPC OR N     -   216,920.    2,288,210.      MT  (+/- 180 meters Scaled)
 RD0789
 RD0789                          SUPERSEDED SURVEY CONTROL
 RD0789
 RD0789  NGVD 29 (??/??/92)   87.349  (m)          286.58   (f) ADJ UNCH    2 0
 RD0789
 RD0789.Superseded values are not recommended for survey control.
 RD0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0789.See file dsdata.txt to determine how the superseded data were derived.
 RD0789
 RD0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR832481(NAD 83)
 RD0789_MARKER: DD = SURVEY DISK
 RD0789_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD0789_SP_SET: PUMP BASE
 RD0789_STAMPING: H 207 1934
 RD0789_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0789
 RD0789  HISTORY     - Date     Condition        Report By
 RD0789  HISTORY     - 1934     MONUMENTED       ORGS
 RD0789  HISTORY     - 1942     GOOD             NGS
 RD0789  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RD0789  HISTORY     - 19880228 MARK NOT FOUND   USPSQD
 RD0789
 RD0789                          STATION DESCRIPTION
 RD0789
 RD0789'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 RD0789'IN GALES CREEK.
 RD0789'LOCATED 100 FEET WEST OF STATE HIGHWAY NO. 6 AT THE NORTH END OF TOWN,
 RD0789'IT IS IN THE GASOLINE PUMP BASE AT THE GALES CREEK GARAGE. NOTE--
 RD0789'ALONG STATE HIGHWAY 6 SHOULD BE CHANGED TO READ-- ALONG GLASS CREEK
 RD0789'ROAD.
 RD0789
 RD0789                          STATION RECOVERY (1988)
 RD0789
 RD0789'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCC)
 RD0789'MARK NOT FOUND.
 RD0789
 RD0789                          STATION RECOVERY (1988)
 RD0789
 RD0789'RECOVERY NOTE BY US POWER SQUADRON 1988 (GL)
 RD0789'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0085 ***********************************************************************
 RD0085  DESIGNATION -  H 208
 RD0085  PID         -  RD0085
 RD0085  STATE/COUNTY-  OR/MULTNOMAH
 RD0085  USGS QUAD   -  MULTNOMAH FALLS (1994)
 RD0085
 RD0085                         *CURRENT SURVEY CONTROL
 RD0085  ___________________________________________________________________
 RD0085* NAD 83(1991)-  45 34 38.59947(N)    122 07 11.78365(W)     ADJUSTED  
 RD0085* NAVD 88     -        14.225  (meters)      46.67   (feet)  ADJUSTED  
 RD0085  ___________________________________________________________________
 RD0085  LAPLACE CORR-           7.66  (seconds)                    DEFLEC99
 RD0085  GEOID HEIGHT-         -22.07  (meters)                     GEOID03
 RD0085  DYNAMIC HT  -          14.224 (meters)      46.67  (feet)  COMP
 RD0085  MODELED GRAV-     980,583.8   (mgal)                       NAVD 88
 RD0085
 RD0085  HORZ ORDER  -  SECOND
 RD0085  VERT ORDER  -  FIRST     CLASS II
 RD0085
 RD0085.The horizontal coordinates were established by classical geodetic methods
 RD0085.and adjusted by the National Geodetic Survey in October 1991.
 RD0085
 RD0085.The orthometric height was determined by differential leveling
 RD0085.and adjusted in June 1991.
 RD0085.WARNING-Repeat measurements at this control monument indicate possible
 RD0085.vertical movement.
 RD0085
 RD0085.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD0085
 RD0085.The geoid height was determined by GEOID03.
 RD0085
 RD0085.The dynamic height is computed by dividing the NAVD 88
 RD0085.geopotential number by the normal gravity value computed on the
 RD0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0085.degrees latitude (g = 980.6199 gals.).
 RD0085
 RD0085.The modeled gravity was interpolated from observed gravity values.
 RD0085
 RD0085;                    North         East     Units Scale Factor Converg.
 RD0085;SPC OR N     -   213,592.223 2,373,580.787   MT  0.99991999   -1 08 55.8
 RD0085;SPC OR N     -   700,761.89  7,787,338.54   iFT  0.99991999   -1 08 55.8
 RD0085;SPC WA S     -    28,425.813   373,562.513   MT  1.00006782   -1 10 36.2
 RD0085;SPC WA S     -    93,260.35  1,225,596.34   sFT  1.00006782   -1 10 36.2
 RD0085;UTM  10      - 5,047,470.853   568,661.975   MT  0.99965796   +0 37 42.8
 RD0085
 RD0085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD0085!SPC OR N     -   1.00000123  x   0.99991999  =   0.99992122
 RD0085!SPC WA S     -   1.00000123  x   1.00006782  =   1.00006905
 RD0085!UTM  10      -   1.00000123  x   0.99965796  =   0.99965919
 RD0085
 RD0085:                Primary Azimuth Mark                     Grid Az
 RD0085:SPC OR N     -  PRINDLE                                  313 55 49.9
 RD0085:SPC WA S     -  PRINDLE                                  313 57 30.3
 RD0085:UTM  10      -  PRINDLE                                  312 09 11.3
 RD0085
 RD0085|---------------------------------------------------------------------|
 RD0085| PID    Reference Object                     Distance      Geod. Az  |
 RD0085|                                                           dddmmss.s |
 RD0085| RD2184 PRINDLE                             APPROX. 3.2 KM 3124654.1 |
 RD0085| RD0049 NOMAH                               266.710 METERS 31431     |
 RD0085|---------------------------------------------------------------------|
 RD0085
 RD0085                          SUPERSEDED SURVEY CONTROL
 RD0085
 RD0085  NAD 83(1986)-  45 34 38.60904(N)    122 07 11.79108(W) AD(       ) 2
 RD0085  NAD 27      -  45 34 39.17900(N)    122 07 07.48400(W) AD(       ) 2
 RD0085  NGVD 29 (??/??/92)   13.209  (m)           43.34   (f) ADJ UNCH    1 2
 RD0085
 RD0085.Superseded values are not recommended for survey control.
 RD0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0085.See file dsdata.txt to determine how the superseded data were derived.
 RD0085
 RD0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER6866247471(NAD 83)
 RD0085_MARKER: DD = SURVEY DISK
 RD0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0085_STAMPING: H 208 43 1935
 RD0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0085+STABILITY: SURFACE MOTION
 RD0085
 RD0085  HISTORY     - Date     Condition        Report By
 RD0085  HISTORY     - 1938     MONUMENTED       ORDT
 RD0085  HISTORY     - 1946     MARK NOT FOUND   CGS
 RD0085  HISTORY     - 1956     GOOD             CGS
 RD0085  HISTORY     - 1956     GOOD             NGS
 RD0085  HISTORY     - 1987     MARK NOT FOUND   NGS
 RD0085
 RD0085                          STATION DESCRIPTION
 RD0085
 RD0085'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1938 (WMS)
 RD0085'STATION IS AN OREGON STATE HIGHWAY DEPARTMENT BENCH MARK NEAR
 RD0085'MULTNOMAH FALLS.  ABOUT 750 FEET W OF BRIDGE OVER MULTNOMAH CREEK,
 RD0085'OPPOSITE UNION PACIFIC RAILROAD, MILEAGE 29.5, 70 FEET S OF
 RD0085'PROPOSED COLUMBIA RIVER HIGHWAY ALIGNMENT, 30 FEET N OF HIGHWAY
 RD0085'MILEPOST 32 (OLD ALIGNMENT), 20 FEET S OF TRACK CENTER, 10 FEET W
 RD0085'OF E END OF MASONRY WALL.
 RD0085'
 RD0085'DISK IS STAMPED 43H208 1935 AND SET IN A CONCRETE POST, ELEVATION
 RD0085'43.186 FEET.
 RD0085
 RD0085                          STATION RECOVERY (1946)
 RD0085
 RD0085'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (EHB)
 RD0085'NOT FOUND.  AT THE TIME OF SEARCH FOR THIS STATION THERE APPEARED
 RD0085'LOOSE ROCK AND DIRT IN THE VICINITY OF THE STATION.  IT IS BELIEVED
 RD0085'THAT THE MARK IS COVERED BY DIRT AND ROCK.  AS IT WOULD NOT SEE OUT
 RD0085'TOWARD THE RIVER LITTLE TIME WAS SPENT IN THE SEARCH.
 RD0085
 RD0085                          STATION RECOVERY (1956)
 RD0085
 RD0085'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JBW)
 RD0085'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1938 DESCRIPTION AND IN
 RD0085'GOOD CONDITION.  A NEW ROUTE TO THE STATION FOLLOWS--
 RD0085'
 RD0085'FROM THE OVERPASS ON U.S. HIGHWAY 30 AT BRIDAL VEIL, OREGON, GO S
 RD0085'ON OLD (SCENIC) ROUTE 30 FOR 0.35 MI. TO A FORK AND SIGNS
 RD0085'MULTNOMAH-BONNEVILLE.  KEEP LEFT (E) ON OLD HIGHWAY 30 FOR 3.0 MI. TO
 RD0085'THE STATION ON THE LEFT SIDE OF THE ROAD, THIS IS ABOUT 0.1 MI. W OF
 RD0085'MULTNOMAH FALLS.
 RD0085
 RD0085                          STATION RECOVERY (1956)
 RD0085
 RD0085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 RD0085'3.4 MI NE FROM BRIDAL VEIL.
 RD0085'3.4 MILES NORTHEAST ALONG U.S. HIGHWAY 30 FROM THE UNION PACIFIC
 RD0085'RAILROAD FROM THE STATION AT BRIDAL VEIL, IN T 1 N - R 6 E, 0.1 MILE
 RD0085'WEST OF MULTNOMAH LODGE, ALONG THE UNION PACIFIC RAILROAD, 33 1/2 FEET
 RD0085'NORTH OF AND ACROSS THE FORMER HIGHWAY FROM MILEPOST 32, 21 1/2 FEET
 RD0085'NORTH OF THE CENTER LINE OF THE HIGHWAY, 17.4 FEET SOUTH OF THE SOUTH
 RD0085'RAIL, 11.0 FEET NORTHWEST OF THE EAST END OF A MASONRY WALL ALONG THE
 RD0085'NORTH EDGE OF THE HIGHWAY, ABOUT 2 FEET LOWER THAN THE HIGHWAY, AND
 RD0085'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 RD0085
 RD0085                          STATION RECOVERY (1987)
 RD0085
 RD0085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD0085'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1334 ***********************************************************************
 QE1334  DESIGNATION -  H 21
 QE1334  PID         -  QE1334
 QE1334  STATE/COUNTY-  OR/LINN
 QE1334  USGS QUAD   -  ECHO MOUNTAIN (1994)
 QE1334
 QE1334                         *CURRENT SURVEY CONTROL
 QE1334  ___________________________________________________________________
 QE1334* NAD 83(1986)-  44 24 47.     (N)    122 01 39.     (W)     SCALED    
 QE1334* NAVD 88     -      1041.697  (meters)    3417.63   (feet)  POSTED    
 QE1334  ___________________________________________________________________
 QE1334  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 QE1334  DYNAMIC HT  -        1041.340 (meters)    3416.46  (feet)  COMP
 QE1334  MODELED GRAV-     980,238.7   (mgal)                       NAVD 88
 QE1334
 QE1334  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 QE1334
 QE1334.The horizontal coordinates were scaled from a topographic map and have
 QE1334.an estimated accuracy of +/- 6 seconds.
 QE1334
 QE1334.The orthometric height was determined by differential leveling
 QE1334.and adjusted by the  in 1992.
 QE1334.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 QE1334.rate of 1.1 thru 2.0 mm/km.
 QE1334
 QE1334.The geoid height was determined by GEOID03.
 QE1334
 QE1334.The dynamic height is computed by dividing the NAVD 88
 QE1334.geopotential number by the normal gravity value computed on the
 QE1334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1334.degrees latitude (g = 980.6199 gals.).
 QE1334
 QE1334.The modeled gravity was interpolated from observed gravity values.
 QE1334
 QE1334;                    North         East    Units  Estimated Accuracy
 QE1334;SPC OR N     -    84,090.    2,378,350.      MT  (+/- 180 meters Scaled)
 QE1334
 QE1334                          SUPERSEDED SURVEY CONTROL
 QE1334
 QE1334  NGVD 29 (??/??/92) 1040.51   (m)         3413.7    (f) COMPUTED    1 2
 QE1334
 QE1334.Superseded values are not recommended for survey control.
 QE1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1334.See file dsdata.txt to determine how the superseded data were derived.
 QE1334
 QE1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ774182(NAD 83)
 QE1334_MARKER: DD = SURVEY DISK
 QE1334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE1334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE1334_STAMPING: 3414 23 H 21 1934
 QE1334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE1334+STABILITY: SURFACE MOTION
 QE1334
 QE1334  HISTORY     - Date     Condition        Report By
 QE1334  HISTORY     - 1934     MONUMENTED       BPR
 QE1334  HISTORY     - 1963     GOOD             NGS
 QE1334
 QE1334                          STATION DESCRIPTION
 QE1334
 QE1334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 QE1334'5.2 MI W FROM SANTIAM JUNCTION.
 QE1334'5.2 MILES WEST ALONG U.S. HIGHWAY 20 FROM THE MOBIL SERVICE STATION
 QE1334'AND STORE AT SANTIAM JUNCTION, 0.1 MILE WEST OF MILE POST NO. 70, 66
 QE1334'FEET SOUTHWEST OF THE CENTER OF THE HIGHWAY, 0.5 FOOT WEST OF A METAL
 QE1334'WITNESS POST AND ABOUT 12 FEET BELOW THE LEVEL OF THE HIGHWAY.  THE
 QE1334'MONUMENT PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OH0821 ***********************************************************************
 OH0821  DESIGNATION -  H 21
 OH0821  PID         -  OH0821
 OH0821  STATE/COUNTY-  OR/MALHEUR
 OH0821  USGS QUAD   -  VALE EAST (1975)
 OH0821
 OH0821                         *CURRENT SURVEY CONTROL
 OH0821  ___________________________________________________________________
 OH0821* NAD 83(1986)-  43 59 02.     (N)    117 14 44.     (W)     SCALED    
 OH0821* NAVD 88     -       685.095  (meters)    2247.68   (feet)  ADJUSTED  
 OH0821  ___________________________________________________________________
 OH0821  GEOID HEIGHT-         -17.97  (meters)                     GEOID03
 OH0821  DYNAMIC HT  -         684.882 (meters)    2246.98  (feet)  COMP
 OH0821  MODELED GRAV-     980,286.1   (mgal)                       NAVD 88
 OH0821
 OH0821  VERT ORDER  -  FIRST     CLASS II
 OH0821
 OH0821.The horizontal coordinates were scaled from a topographic map and have
 OH0821.an estimated accuracy of +/- 6 seconds.
 OH0821
 OH0821.The orthometric height was determined by differential leveling
 OH0821.and adjusted in June 1991.
 OH0821
 OH0821.The geoid height was determined by GEOID03.
 OH0821
 OH0821.The dynamic height is computed by dividing the NAVD 88
 OH0821.geopotential number by the normal gravity value computed on the
 OH0821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0821.degrees latitude (g = 980.6199 gals.).
 OH0821
 OH0821.The modeled gravity was interpolated from observed gravity values.
 OH0821
 OH0821;                    North         East    Units  Estimated Accuracy
 OH0821;SPC OR S     -   262,490.    1,761,030.      MT  (+/- 180 meters Scaled)
 OH0821
 OH0821                          SUPERSEDED SURVEY CONTROL
 OH0821
 OH0821  NGVD 29 (??/??/92)  684.095  (m)         2244.40   (f) ADJ UNCH    1 2
 OH0821
 OH0821.Superseded values are not recommended for survey control.
 OH0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0821.See file dsdata.txt to determine how the superseded data were derived.
 OH0821
 OH0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ803701(NAD 83)
 OH0821_MARKER: DB = BENCH MARK DISK
 OH0821_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OH0821_STAMPING: H 21 1920 ELEV. 2244.923 FT.
 OH0821_MARK LOGO: CGS   
 OH0821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0821+STABILITY: SURFACE MOTION
 OH0821_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OH0821+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2007
 OH0821
 OH0821  HISTORY     - Date     Condition        Report By
 OH0821  HISTORY     - 1920     MONUMENTED       CGS
 OH0821  HISTORY     - 1935     GOOD             NGS
 OH0821  HISTORY     - 1985     GOOD             NGS
 OH0821  HISTORY     - 20070714 GOOD             NGS
 OH0821
 OH0821                          STATION DESCRIPTION
 OH0821
 OH0821'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 OH0821'IN VALE.
 OH0821'AT VALE, MALHEUR COUNTY, 0.3 MILE WEST ALONG THE UNION PACIFIC
 OH0821'RAILROAD FROM THE STATION, IN THE SOUTH HEADWALL OF A DOUBLE CONCRETE
 OH0821'BOX CULVERT, NEAR MILEAGE 14.8, 5.3 FEET FROM THE WEST END.  A
 OH0821'STANDARD DISK STAMPED ELEV. 2244.923 FT. H 21 1920.
 OH0821
 OH0821                          STATION RECOVERY (1985)
 OH0821
 OH0821'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OH0821'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN TOP OF AND
 OH0821'1.7 METERS (5.5 FT) SOUTHWEST OF THE NORTHEAST END OF THE SOUTHEAST
 OH0821'HEADWALL FOR A CULVERT UNDER THE UNION PACIFIC RAILROAD, 39.9 METERS
 OH0821'(131 FT) NORTH OF THE CENTER OF HARRISON STREET WEST, 9.5 METERS
 OH0821'(31 FT) SOUTHWEST OF THE WEST CORNER OF THE VALE CO-OP BUILDING,
 OH0821'7.0 METERS (23 FT) WEST OF THE SOUTH POLE OF A POWER LINE CROSSING THE
 OH0821'TRACKS AND 2.5 METERS (8 FT) SOUTH OF THE SOUTH RAIL OF THE SOUTH
 OH0821'TRACK.
 OH0821'THE MARK IS 0.1 M ABOVE THE TRACKS.
 OH0821
 OH0821                          STATION RECOVERY (2007)
 OH0821
 OH0821'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2007 (DW)
 OH0821'RAILS ARE NOW EASTERN OREGON RAILROAD.  MARK IS ABOUT 14 M EAST OF
 OH0821'CENTER OF WEST ST. AT ITS CROSSING OF 5 TRACKS.  THERE IS NO DRAINAGE
 OH0821'UNDER THE CULVERT  MARK IS 0.1 M BELOW TRACKS LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0710 ***********************************************************************
 QE0710  DESIGNATION -  H 214
 QE0710  PID         -  QE0710
 QE0710  STATE/COUNTY-  OR/POLK
 QE0710  USGS QUAD   -  MONMOUTH (1986)
 QE0710
 QE0710                         *CURRENT SURVEY CONTROL
 QE0710  ___________________________________________________________________
 QE0710* NAD 83(1986)-  44 51 03.     (N)    123 14 13.     (W)     SCALED    
 QE0710* NAVD 88     -        67.448  (meters)     221.29   (feet)  ADJUSTED  
 QE0710  ___________________________________________________________________
 QE0710  GEOID HEIGHT-         -22.42  (meters)                     GEOID03
 QE0710  DYNAMIC HT  -          67.446 (meters)     221.28  (feet)  COMP
 QE0710  MODELED GRAV-     980,580.6   (mgal)                       NAVD 88
 QE0710
 QE0710  VERT ORDER  -  SECOND    CLASS 0
 QE0710
 QE0710.The horizontal coordinates were scaled from a topographic map and have
 QE0710.an estimated accuracy of +/- 6 seconds.
 QE0710
 QE0710.The orthometric height was determined by differential leveling
 QE0710.and adjusted in June 1991.
 QE0710
 QE0710.The geoid height was determined by GEOID03.
 QE0710
 QE0710.The dynamic height is computed by dividing the NAVD 88
 QE0710.geopotential number by the normal gravity value computed on the
 QE0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0710.degrees latitude (g = 980.6199 gals.).
 QE0710
 QE0710.The modeled gravity was interpolated from observed gravity values.
 QE0710
 QE0710;                    North         East    Units  Estimated Accuracy
 QE0710;SPC OR N     -   135,250.    2,283,700.      MT  (+/- 180 meters Scaled)
 QE0710
 QE0710                          SUPERSEDED SURVEY CONTROL
 QE0710
 QE0710  NGVD 29 (??/??/92)   66.427  (m)          217.94   (f) ADJ UNCH    2 0
 QE0710
 QE0710.Superseded values are not recommended for survey control.
 QE0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0710.See file dsdata.txt to determine how the superseded data were derived.
 QE0710
 QE0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ812664(NAD 83)
 QE0710_MARKER: DD = SURVEY DISK
 QE0710_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QE0710_SP_SET: STEP
 QE0710_STAMPING: 217 214 H 1934
 QE0710_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE0710
 QE0710  HISTORY     - Date     Condition        Report By
 QE0710  HISTORY     - 1934     MONUMENTED       ORGS
 QE0710  HISTORY     - 1968     GOOD             NGS
 QE0710  HISTORY     - 1984     GOOD             USPSQD
 QE0710
 QE0710                          STATION DESCRIPTION
 QE0710
 QE0710'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 QE0710'IN MONMOUTH.
 QE0710'AT THE OREGON COLLEGE OF EDUCATION, 110 FEET EAST OF THE CENTER OF
 QE0710'MONMOUTH AVENUE NORTH, AT THE MAIN ENTRANCE TO THE CAMPUS ELEMENTARY
 QE0710'BUILDING, CEMENTED IN A DRILL HOLE IN THE PORCH OR TOP STEP, 3 FEET
 QE0710'NORTH OF THE DOUBLE DOORS AND 1 FOOT SOUTH OF THE PARAPET.
 QE0710
 QE0710                          STATION RECOVERY (1984)
 QE0710
 QE0710'RECOVERY NOTE BY US POWER SQUADRON 1984
 QE0710'MONMOUTH AVENUE IS NO LONGER U.S. HIGHWAY 99 W WHICH IS NOW SEVERAL
 QE0710'BLOCKS TO THE EAST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0113 ***********************************************************************
 PB0113  DESIGNATION -  H 22
 PB0113  PID         -  PB0113
 PB0113  STATE/COUNTY-  OR/DESCHUTES
 PB0113  USGS QUAD   -  WEST OF HAMPTON (1983)
 PB0113
 PB0113                         *CURRENT SURVEY CONTROL
 PB0113  ___________________________________________________________________
 PB0113* NAD 83(1986)-  43 43 31.     (N)    120 21 11.     (W)     SCALED    
 PB0113* NAVD 88     -      1350.491  (meters)    4430.74   (feet)  ADJUSTED  
 PB0113  ___________________________________________________________________
 PB0113  GEOID HEIGHT-         -19.83  (meters)                     GEOID03
 PB0113  DYNAMIC HT  -        1349.817 (meters)    4428.52  (feet)  COMP
 PB0113  MODELED GRAV-     980,073.0   (mgal)                       NAVD 88
 PB0113
 PB0113  VERT ORDER  -  FIRST     CLASS II
 PB0113
 PB0113.The horizontal coordinates were scaled from a topographic map and have
 PB0113.an estimated accuracy of +/- 6 seconds.
 PB0113
 PB0113.The orthometric height was determined by differential leveling
 PB0113.and adjusted in June 1991.
 PB0113
 PB0113.The geoid height was determined by GEOID03.
 PB0113
 PB0113.The dynamic height is computed by dividing the NAVD 88
 PB0113.geopotential number by the normal gravity value computed on the
 PB0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0113.degrees latitude (g = 980.6199 gals.).
 PB0113
 PB0113.The modeled gravity was interpolated from observed gravity values.
 PB0113
 PB0113;                    North         East    Units  Estimated Accuracy
 PB0113;SPC OR S     -   228,690.    1,511,840.      MT  (+/- 180 meters Scaled)
 PB0113
 PB0113                          SUPERSEDED SURVEY CONTROL
 PB0113
 PB0113  NGVD 29 (??/??/92) 1349.250  (m)         4426.66   (f) ADJ UNCH    1 2
 PB0113
 PB0113.Superseded values are not recommended for survey control.
 PB0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0113.See file dsdata.txt to determine how the superseded data were derived.
 PB0113
 PB0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGP131447(NAD 83)
 PB0113_MARKER: DB = BENCH MARK DISK
 PB0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0113_STAMPING: H 22 1920
 PB0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0113+STABILITY: SURFACE MOTION
 PB0113
 PB0113  HISTORY     - Date     Condition        Report By
 PB0113  HISTORY     - 1920     MONUMENTED       CGS
 PB0113  HISTORY     - 1979     GOOD             USGS
 PB0113
 PB0113                          STATION DESCRIPTION
 PB0113
 PB0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1920
 PB0113'7.0 MI NW FROM HAMPTON.
 PB0113'ABOUT 7.0 MILES NORTHWEST ALONG THE CENTRAL OREGON HIGHWAY (U.S. 20)
 PB0113'FROM THE SERVICE STATION AT HAMPTON, DESCHUTES COUNTY, THENCE ABOUT
 PB0113'1,000 FEET EAST ALONG THE OLD BEND-BURNS ROAD.  ABOUT 450 FEET NORTH
 PB0113'OF THE HIGHWAY, 15 FEET NORTH OF THE OLD ROAD, AT THE NORTHEAST CORNER
 PB0113'OF THE T-JUNCTION OF A ROAD LEADING NORTH TO THE SITE OF THE 1920
 PB0113'LOCATION OF THE HAMPTON POST OFFICE, AND NEAR A WHITE WOODEN WITNESS
 PB0113'POST.  A STANDARD DISK, STAMPED H 22 1920 AND SET IN THE TOP OF A
 PB0113'CONCRETE POST.
 PB0113
 PB0113                          STATION RECOVERY (1979)
 PB0113
 PB0113'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PB0113'ABOUT 7.1 MILES NORTHWEST OF THE SERVICE STATION AT HAMPTON, THENCE
 PB0113'0.15 MILES EAST ALONG A DIRT ROAD, ABOUT 450 FEET NORTH OF THE
 PB0113'HIGHWAY, 20 FEET NORTH OF THE ROAD. A STANDARD DISK STAMPED H22 1920
 PB0113'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1335 ***********************************************************************
 QE1335  DESIGNATION -  H 22
 QE1335  PID         -  QE1335
 QE1335  STATE/COUNTY-  OR/LINN
 QE1335  USGS QUAD   -  ECHO MOUNTAIN (1994)
 QE1335
 QE1335                         *CURRENT SURVEY CONTROL
 QE1335  ___________________________________________________________________
 QE1335* NAD 83(1986)-  44 24 50.     (N)    122 01 37.     (W)     SCALED    
 QE1335* NAVD 88     -      1052.070  (meters)    3451.67   (feet)  POSTED    
 QE1335  ___________________________________________________________________
 QE1335  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 QE1335  DYNAMIC HT  -        1051.710 (meters)    3450.49  (feet)  COMP
 QE1335  MODELED GRAV-     980,238.3   (mgal)                       NAVD 88
 QE1335
 QE1335  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 QE1335
 QE1335.The horizontal coordinates were scaled from a topographic map and have
 QE1335.an estimated accuracy of +/- 6 seconds.
 QE1335
 QE1335.The orthometric height was determined by differential leveling
 QE1335.and adjusted by the  in 1992.
 QE1335.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 QE1335.rate of 1.1 thru 2.0 mm/km.
 QE1335
 QE1335.The geoid height was determined by GEOID03.
 QE1335
 QE1335.The dynamic height is computed by dividing the NAVD 88
 QE1335.geopotential number by the normal gravity value computed on the
 QE1335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1335.degrees latitude (g = 980.6199 gals.).
 QE1335
 QE1335.The modeled gravity was interpolated from observed gravity values.
 QE1335
 QE1335;                    North         East    Units  Estimated Accuracy
 QE1335;SPC OR N     -    84,180.    2,378,390.      MT  (+/- 180 meters Scaled)
 QE1335
 QE1335                          SUPERSEDED SURVEY CONTROL
 QE1335
 QE1335  NGVD 29 (??/??/92) 1050.88   (m)         3447.8    (f) COMPUTED    1 2
 QE1335
 QE1335.Superseded values are not recommended for survey control.
 QE1335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1335.See file dsdata.txt to determine how the superseded data were derived.
 QE1335
 QE1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ774183(NAD 83)
 QE1335_MARKER: DD = SURVEY DISK
 QE1335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE1335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE1335_STAMPING: 23 H 22 1934
 QE1335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE1335+STABILITY: SURFACE MOTION
 QE1335
 QE1335  HISTORY     - Date     Condition        Report By
 QE1335  HISTORY     - 1934     MONUMENTED       BPR
 QE1335  HISTORY     - 1963     GOOD             NGS
 QE1335
 QE1335                          STATION DESCRIPTION
 QE1335
 QE1335'DESCRIBED BY US BUREAU OF PUBLIC ROADS 1934
 QE1335'4.3 MI W FROM SANTIAM JUNCTION.
 QE1335'4.3 MILES WEST ALONG THE SOUTH SANTIAM HIGHWAY (U.S.20) FROM THE
 QE1335'SOUTHWEST JUNCTION OF THE NORTH SANTIAM HIGHWAY (OREG. 222) AT SANTIAM
 QE1335'JUNCTION, LINN COUNTY, AT THE WEST END OF A TANGENT, AT THE TOP OF A
 QE1335'CUT, 66 FEET NORTH OF THE HIGHWAY, DIRECTLY OPPOSITE BENCH MARK H 21
 QE1335'(USBPR) DESCRIBED ABOVE, NEAR A WHITE WOODEN WITNESS POST, ABOUT 20
 QE1335'FEET HIGHER THAN THE HIGHWAY.  A UNITED STATES BUREAU OF PUBLIC ROADS
 QE1335'STANDARD DISK, STAMPED 23 H 22 1934 AND SET IN THE TOP OF A CONCRETE
 QE1335'POST.
 QE1335
 QE1335                          STATION RECOVERY (1963)
 QE1335
 QE1335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 QE1335'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3834 ***********************************************************************
 RD3834  DESIGNATION -  H 22 USE 1912
 RD3834  PID         -  RD3834
 RD3834  STATE/COUNTY-  OR/COLUMBIA
 RD3834  USGS QUAD   -  DEER ISLAND (1990)
 RD3834
 RD3834                         *CURRENT SURVEY CONTROL
 RD3834  ___________________________________________________________________
 RD3834* NAD 83(1991)-  45 58 12.82762(N)    122 49 56.63088(W)     ADJUSTED  
 RD3834* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 RD3834  ___________________________________________________________________
 RD3834  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 RD3834  GEOID HEIGHT-         -21.94  (meters)                     GEOID03
 RD3834  HORZ ORDER  -  THIRD
 RD3834
 RD3834.The horizontal coordinates were established by classical geodetic methods
 RD3834.and adjusted by the National Geodetic Survey in October 1991.
 RD3834
 RD3834.The orthometric height was scaled from a topographic map.
 RD3834
 RD3834.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3834
 RD3834.The geoid height was determined by GEOID03.
 RD3834
 RD3834;                    North         East     Units Scale Factor Converg.
 RD3834;SPC OR N     -   258,594.962 2,319,254.379   MT  0.99999257   -1 39 14.8
 RD3834;SPC OR N     -   848,408.67  7,609,102.29   iFT  0.99999257   -1 39 14.8
 RD3834;SPC WA S     -    73,463.636   319,259.370   MT  0.99997177   -1 41 39.3
 RD3834;SPC WA S     -   241,021.95  1,047,436.78   sFT  0.99997177   -1 41 39.3
 RD3834;UTM  10      - 5,090,753.492   512,984.810   MT  0.99960207   +0 07 13.8
 RD3834
 RD3834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3834!SPC OR N     -   1.00000313  x   0.99999257  =   0.99999570
 RD3834!SPC WA S     -   1.00000313  x   0.99997177  =   0.99997490
 RD3834!UTM  10      -   1.00000313  x   0.99960207  =   0.99960519
 RD3834
 RD3834:                Primary Azimuth Mark                     Grid Az
 RD3834:SPC OR N     -  HOFFMAN LANDING LT 1913                  021 01 21.6
 RD3834:SPC WA S     -  HOFFMAN LANDING LT 1913                  021 03 46.1
 RD3834:UTM  10      -  HOFFMAN LANDING LT 1913                  019 14 53.0
 RD3834
 RD3834|---------------------------------------------------------------------|
 RD3834| PID    Reference Object                     Distance      Geod. Az  |
 RD3834|                                                           dddmmss.s |
 RD3834| RD3842 HOFFMAN LANDING LT 1913             APPROX. 0.8 KM 0192206.8 |
 RD3834| RD3821 DAY MARK ON TREE 1913               APPROX. 1.1 KM 0914000.1 |
 RD3834| RD3830 BYBEE LANDING LT 1913               APPROX. 1.2 KM 1022623.8 |
 RD3834| RD3852 LARGE TREE TOP OUT 1913             APPROX. 1.7 KM 1090302.7 |
 RD3834| RD3896 DARK PILE DAY MARK 1913             APPROX. 2.7 KM 1273909.0 |
 RD3834| CE2619 H 22 USE RM 1913                     25.000 METERS 23920     |
 RD3834| RD3844 FLAT 1913                           APPROX. 1.2 KM 3201835.3 |
 RD3834|---------------------------------------------------------------------|
 RD3834
 RD3834                          SUPERSEDED SURVEY CONTROL
 RD3834
 RD3834  NAD 83(1986)-  45 58 12.84582(N)    122 49 56.62728(W) AD(       ) 3
 RD3834  NAD 27      -  45 58 13.43200(N)    122 49 52.24400(W) AD(       ) 3
 RD3834
 RD3834.Superseded values are not recommended for survey control.
 RD3834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3834.See file dsdata.txt to determine how the superseded data were derived.
 RD3834
 RD3834_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1298590753(NAD 83)
 RD3834_MARKER: Z = SEE DESCRIPTION
 RD3834_SETTING: 0 = UNSPECIFIED SETTING
 RD3834
 RD3834  HISTORY     - Date     Condition        Report By
 RD3834  HISTORY     - 1912     MONUMENTED       USE
 RD3834  HISTORY     - 1934     SEE DESCRIPTION  CGS
 RD3834
 RD3834                          STATION DESCRIPTION
 RD3834
 RD3834'DESCRIBED BY US ENGINEERS 1912
 RD3834'STATION IS IN A CLEARED SPACE BEHIND DENSE WILLOWS, 23.8 METERS
 RD3834'INSIDE THE HIGH-WATER LINE.  THE STATION IS MARKED BY AN IRON
 RD3834'PIPE 3 FEET LONG SET IN A CONCRETE PIER ABOUT 1 FOOT SQUARE AND
 RD3834'8 INCHES DEEP.  THE TOP OF THE PIER BEARS THE INSCRIPTION
 RD3834'U.S.E. AND NAME OR ABBREVIATION OF NAME OF STATION.  THE PIPE
 RD3834'EXTENDS ABOUT 6 INCHES ABOVE THE PIER AND IN ITS TOP IS A
 RD3834'STANDARD U.S.E. DISK SET IN CEMENT.  THE REFERENCE MARK IS MARKED
 RD3834'BY A STANDARD DISK REFERENCE MARK SET IN AN IRREGULAR PIER
 RD3834'OF CONCRETE, PROJECTING FROM 6 TO 8 INCHES ABOVE THE SURFACE OF
 RD3834'THE GROUND.  THERE IS NO UNDERGROUND MARK.
 RD3834
 RD3834                          STATION RECOVERY (1934)
 RD3834
 RD3834'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (GRJ)
 RD3834'STATION IS ON THE EASTERN SHORE OF DEER ISLAND, ABOUT 0.5 MILE
 RD3834'NORTHWESTERLY FROM DEER ISLAND POINT.  THE STATION IS IN A CLEARED
 RD3834'SPACE SW OF DENSE WILLOWS AND IS ABOUT 75 FEET FROM THE
 RD3834'HIGH-WATER LINE.
 RD3834'
 RD3834'THE STATION IS MARKED BY A U.S. ENGINEER STANDARD DISK SET IN A
 RD3834'PIPE SET IN CONCRETE.
 RD3834'
 RD3834'A REFERENCE MARK CONSISTING OF A STANDARD DISK IN CONCRETE, NOTE
 RD3834'11C, IS 25.0 METERS (82.0 FEET) SW OF THE STATION IN AZIMUTH
 RD3834'59 DEG 20 MIN 10 SEC.
 RD3834'
 RD3834'IN 1934 IT WAS REPORTED THAT THE STATION MARK HAD BEEN WASHED
 RD3834'AWAY BY HIGH WATER, ALTHOUGH THE REFERENCE MARK WAS INTACT.
 RD3834'
 RD3834'SHOWN AS FOUND ON U.S.G.S. MAP OF 1930.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD1112 ***********************************************************************
 RD1112  DESIGNATION -  H 223
 RD1112  PID         -  RD1112
 RD1112  STATE/COUNTY-  OR/TILLAMOOK
 RD1112  USGS QUAD   -  THE PENINSULA (1984)
 RD1112
 RD1112                         *CURRENT SURVEY CONTROL
 RD1112  ___________________________________________________________________
 RD1112* NAD 83(1986)-  45 28 37.     (N)    123 43 26.     (W)     SCALED    
 RD1112* NAVD 88     -        27.091  (meters)      88.88   (feet)  ADJUSTED  
 RD1112  ___________________________________________________________________
 RD1112  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 RD1112  DYNAMIC HT  -          27.093 (meters)      88.89  (feet)  COMP
 RD1112  MODELED GRAV-     980,696.8   (mgal)                       NAVD 88
 RD1112
 RD1112  VERT ORDER  -  SECOND    CLASS 0
 RD1112
 RD1112.The horizontal coordinates were scaled from a topographic map and have
 RD1112.an estimated accuracy of +/- 6 seconds.
 RD1112
 RD1112.The orthometric height was determined by differential leveling
 RD1112.and adjusted in June 1991.
 RD1112
 RD1112.The geoid height was determined by GEOID03.
 RD1112
 RD1112.The dynamic height is computed by dividing the NAVD 88
 RD1112.geopotential number by the normal gravity value computed on the
 RD1112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1112.degrees latitude (g = 980.6199 gals.).
 RD1112
 RD1112.The modeled gravity was interpolated from observed gravity values.
 RD1112
 RD1112;                    North         East    Units  Estimated Accuracy
 RD1112;SPC OR N     -   206,190.    2,248,010.      MT  (+/- 180 meters Scaled)
 RD1112
 RD1112                          SUPERSEDED SURVEY CONTROL
 RD1112
 RD1112  NGVD 29 (??/??/92)   26.046  (m)           85.45   (f) ADJ UNCH    2 0
 RD1112
 RD1112.Superseded values are not recommended for survey control.
 RD1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1112.See file dsdata.txt to determine how the superseded data were derived.
 RD1112
 RD1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR434361(NAD 83)
 RD1112_MARKER: DD = SURVEY DISK
 RD1112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD1112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD1112_STAMPING: H 223
 RD1112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD1112+STABILITY: SURFACE MOTION
 RD1112
 RD1112  HISTORY     - Date     Condition        Report By
 RD1112  HISTORY     - UNK      MONUMENTED       ORDT
 RD1112  HISTORY     - 1942     GOOD             NGS
 RD1112  HISTORY     - 1962     MARK NOT FOUND   NGS
 RD1112  HISTORY     - 1982     MARK NOT FOUND   USGS
 RD1112  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 RD1112
 RD1112                          STATION DESCRIPTION
 RD1112
 RD1112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 RD1112'6.6 MI E FROM TILLAMOOK.
 RD1112'6.6 MILES EAST OF THE TILLAMOOK POST OFFICE.  ALONG STATE HIGHWAY 6,
 RD1112'40 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND 10 FEET WEST OF A
 RD1112'DRIVEWAY TO A SMALL WHITE HOUSE.  WITNESS POST SET.
 RD1112
 RD1112                          STATION RECOVERY (1962)
 RD1112
 RD1112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 RD1112'MARK NOT FOUND.
 RD1112
 RD1112                          STATION RECOVERY (1982)
 RD1112
 RD1112'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 RD1112'MARK NOT FOUND.
 RD1112
 RD1112                          STATION RECOVERY (1990)
 RD1112
 RD1112'RECOVERY NOTE BY US POWER SQUADRON 1990 (KRN)
 RD1112'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0600 ***********************************************************************
 QE0600  DESIGNATION -  H 226
 QE0600  PID         -  QE0600
 QE0600  STATE/COUNTY-  OR/POLK
 QE0600  USGS QUAD   -  FALLS CITY (1974)
 QE0600
 QE0600                         *CURRENT SURVEY CONTROL
 QE0600  ___________________________________________________________________
 QE0600* NAD 83(1986)-  44 51 29.     (N)    123 26 42.     (W)     SCALED    
 QE0600* NAVD 88     -       202.306  (meters)     663.73   (feet)  ADJUSTED  
 QE0600  ___________________________________________________________________
 QE0600  GEOID HEIGHT-         -21.65  (meters)                     GEOID03
 QE0600  DYNAMIC HT  -         202.301 (meters)     663.72  (feet)  COMP
 QE0600  MODELED GRAV-     980,588.8   (mgal)                       NAVD 88
 QE0600
 QE0600  VERT ORDER  -  SECOND    CLASS 0
 QE0600
 QE0600.The horizontal coordinates were scaled from a topographic map and have
 QE0600.an estimated accuracy of +/- 6 seconds.
 QE0600
 QE0600.The orthometric height was determined by differential leveling
 QE0600.and adjusted in June 1991.
 QE0600
 QE0600.The geoid height was determined by GEOID03.
 QE0600
 QE0600.The dynamic height is computed by dividing the NAVD 88
 QE0600.geopotential number by the normal gravity value computed on the
 QE0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0600.degrees latitude (g = 980.6199 gals.).
 QE0600
 QE0600.The modeled gravity was interpolated from observed gravity values.
 QE0600
 QE0600;                    North         East    Units  Estimated Accuracy
 QE0600;SPC OR N     -   136,630.    2,267,300.      MT  (+/- 180 meters Scaled)
 QE0600
 QE0600                          SUPERSEDED SURVEY CONTROL
 QE0600
 QE0600  NGVD 29 (??/??/92)  201.271  (m)          660.34   (f) ADJ UNCH    2 0
 QE0600
 QE0600.Superseded values are not recommended for survey control.
 QE0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0600.See file dsdata.txt to determine how the superseded data were derived.
 QE0600
 QE0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ648672(NAD 83)
 QE0600_MARKER: DB = BENCH MARK DISK
 QE0600_SETTING: 66 = SET IN ROCK OUTCROP
 QE0600_SP_SET: BEDROCK
 QE0600_STAMPING: 660-H 226- 1934
 QE0600_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QE0600+STABILITY: POSITION/ELEVATION WELL
 QE0600
 QE0600  HISTORY     - Date     Condition        Report By
 QE0600  HISTORY     - 1934     MONUMENTED       CGS
 QE0600  HISTORY     - 1973     MARK NOT FOUND   NGS
 QE0600
 QE0600                          STATION DESCRIPTION
 QE0600
 QE0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QE0600'0.8 MI SW FROM FALLS CITY.
 QE0600'0.8 MILE SOUTHWEST ALONG THE ROAD FROM FALSS CITY TO VALSETZ, FROM
 QE0600'P.O. 15 FEET WEST OF CENTER LINE OF ROAD, JUST NORTH OF A GATE, AND
 QE0600'SET ON BED ROCK.
 QE0600
 QE0600                          STATION RECOVERY (1973)
 QE0600
 QE0600'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 QE0600'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0800 ***********************************************************************
 QD0800  DESIGNATION -  H 23
 QD0800  PID         -  QD0800
 QD0800  STATE/COUNTY-  OR/DESCHUTES
 QD0800  USGS QUAD   -  BEND (1981)
 QD0800
 QD0800                         *CURRENT SURVEY CONTROL
 QD0800  ___________________________________________________________________
 QD0800* NAD 83(1986)-  44 03 28.     (N)    121 18 46.     (W)     SCALED    
 QD0800* NAVD 88     -      1107.437  (meters)    3633.32   (feet)  ADJUSTED  
 QD0800  ___________________________________________________________________
 QD0800  GEOID HEIGHT-         -20.93  (meters)                     GEOID03
 QD0800  DYNAMIC HT  -        1106.998 (meters)    3631.88  (feet)  COMP
 QD0800  MODELED GRAV-     980,184.6   (mgal)                       NAVD 88
 QD0800
 QD0800  VERT ORDER  -  FIRST     CLASS II
 QD0800
 QD0800.The horizontal coordinates were scaled from a topographic map and have
 QD0800.an estimated accuracy of +/- 6 seconds.
 QD0800
 QD0800.The orthometric height was determined by differential leveling
 QD0800.and adjusted in June 1991.
 QD0800.WARNING-Repeat measurements at this control monument indicate possible
 QD0800.vertical movement.
 QD0800
 QD0800.The geoid height was determined by GEOID03.
 QD0800
 QD0800.The dynamic height is computed by dividing the NAVD 88
 QD0800.geopotential number by the normal gravity value computed on the
 QD0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0800.degrees latitude (g = 980.6199 gals.).
 QD0800
 QD0800.The modeled gravity was interpolated from observed gravity values.
 QD0800
 QD0800;                    North         East    Units  Estimated Accuracy
 QD0800;SPC OR S     -   265,940.    1,434,870.      MT  (+/- 180 meters Scaled)
 QD0800
 QD0800                          SUPERSEDED SURVEY CONTROL
 QD0800
 QD0800  NGVD 29 (??/??/92) 1106.266  (m)         3629.47   (f) ADJ UNCH    1 2
 QD0800
 QD0800.Superseded values are not recommended for survey control.
 QD0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0800.See file dsdata.txt to determine how the superseded data were derived.
 QD0800
 QD0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP351796(NAD 83)
 QD0800_MARKER: DB = BENCH MARK DISK
 QD0800_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 QD0800_SP_SET: BUILDING WALL
 QD0800_STAMPING: H 23 1920
 QD0800_MARK LOGO: CGS   
 QD0800_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QD0800+STABILITY: POSITION/ELEVATION WELL
 QD0800_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QD0800+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1988
 QD0800
 QD0800  HISTORY     - Date     Condition        Report By
 QD0800  HISTORY     - 1920     MONUMENTED       CGS
 QD0800  HISTORY     - 19880713 GOOD             NGS
 QD0800
 QD0800                          STATION DESCRIPTION
 QD0800
 QD0800'DESCRIBED BY COAST AND GEODETIC SURVEY 1920
 QD0800'IN BEND.
 QD0800'AT BEND, DESCHUTES COUNTY, ON THE SOUTH SIDE OF MINNESOTA AVENUE,
 QD0800'ABOUT 55 FEET EAST OF POND STREET, IN THE NORTH BRICK WALL OF THE BEND
 QD0800'HARDWARE BUILDING, AND 4.2 FEET ABOVE THE SIDEWALK.  A STANDARD DISK
 QD0800'STAMPED H 23 1920 AND SET VERTICALLY.
 QD0800
 QD0800                          STATION RECOVERY (1988)
 QD0800
 QD0800'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QD0800'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN BEND, AT
 QD0800'THE INTERSECTION OF MINNESOTA AVENUE AND BOND STREET, SET VERTICALLY
 QD0800'IN THE NORTHWEST WALL OF JERRYS HOME FURNISHING, 29.5 M (96.8 FT)
 QD0800'SOUTHEAST OF THE CENTERLINE OF THE STREET, 9.1 M (29.9 FT) SOUTHWEST
 QD0800'OF THE CENTERLINE OF THE AVENUE, AND 1.3 M (4.3 FT) ABOVE THE LEVEL
 QD0800'OF THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1336 ***********************************************************************
 QE1336  DESIGNATION -  H 23
 QE1336  PID         -  QE1336
 QE1336  STATE/COUNTY-  OR/LINN
 QE1336  USGS QUAD   -  ECHO MOUNTAIN (1994)
 QE1336
 QE1336                         *CURRENT SURVEY CONTROL
 QE1336  ___________________________________________________________________
 QE1336* NAD 83(1986)-  44 24 51.     (N)    122 01 44.     (W)     SCALED    
 QE1336* NAVD 88     -      1030.955  (meters)    3382.39   (feet)  POSTED    
 QE1336  ___________________________________________________________________
 QE1336  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 QE1336  DYNAMIC HT  -        1030.600 (meters)    3381.23  (feet)  COMP
 QE1336  MODELED GRAV-     980,238.8   (mgal)                       NAVD 88
 QE1336
 QE1336  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 QE1336
 QE1336.The horizontal coordinates were scaled from a topographic map and have
 QE1336.an estimated accuracy of +/- 6 seconds.
 QE1336
 QE1336.The orthometric height was determined by differential leveling
 QE1336.and adjusted by the  in 1992.
 QE1336.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 QE1336.was located on a no-check spur therefore a value was not computed.
 QE1336.No vertical observational check was made to the station.
 QE1336
 QE1336.The geoid height was determined by GEOID03.
 QE1336
 QE1336.The dynamic height is computed by dividing the NAVD 88
 QE1336.geopotential number by the normal gravity value computed on the
 QE1336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1336.degrees latitude (g = 980.6199 gals.).
 QE1336
 QE1336.The modeled gravity was interpolated from observed gravity values.
 QE1336
 QE1336;                    North         East    Units  Estimated Accuracy
 QE1336;SPC OR N     -    84,220.    2,378,240.      MT  (+/- 180 meters Scaled)
 QE1336
 QE1336                          SUPERSEDED SURVEY CONTROL
 QE1336
 QE1336  NGVD 29 (??/??/92) 1029.76   (m)         3378.5    (f) COMPUTED    1 2
 QE1336
 QE1336.Superseded values are not recommended for survey control.
 QE1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1336.See file dsdata.txt to determine how the superseded data were derived.
 QE1336
 QE1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ773183(NAD 83)
 QE1336_MARKER: DD = SURVEY DISK
 QE1336_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QE1336_SP_SET: CULVERT
 QE1336_STAMPING: 3379 23 H 21 1934
 QE1336_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QE1336
 QE1336  HISTORY     - Date     Condition        Report By
 QE1336  HISTORY     - UNK      MONUMENTED       BPR
 QE1336  HISTORY     - 1963     GOOD             NGS
 QE1336
 QE1336                          STATION DESCRIPTION
 QE1336
 QE1336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 QE1336'5.3 MI W FROM SANTIAM JUNCTION.
 QE1336'5.3 MILES WEST ALONG U.S. HIGHWAY 20 FROM THE MOBIL SERVICE STATION
 QE1336'AND STORE AT SANTIAM JUNCTION, IN THE NORTHWEST CORNER OF A 4 BY 4
 QE1336'FOOT CONCRETE BOX CULVERT, 0.25 MILE WEST OF MILE POST NO. 70, 50 FEET
 QE1336'NORTHWEST OF THE CENTER OF THE HIGHWAY AND ABOUT 25 FEET BELOW THE
 QE1336'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0315 ***********************************************************************
 QE0315  DESIGNATION -  H 230
 QE0315  PID         -  QE0315
 QE0315  STATE/COUNTY-  OR/LINN
 QE0315  USGS QUAD   -  BROWNSVILLE (1988)
 QE0315
 QE0315                         *CURRENT SURVEY CONTROL
 QE0315  ___________________________________________________________________
 QE0315* NAD 83(1986)-  44 23 25.     (N)    122 59 07.     (W)     SCALED    
 QE0315* NAVD 88     -       104.576  (meters)     343.10   (feet)  ADJUSTED  
 QE0315  ___________________________________________________________________
 QE0315  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 QE0315  DYNAMIC HT  -         104.565 (meters)     343.06  (feet)  COMP
 QE0315  MODELED GRAV-     980,509.9   (mgal)                       NAVD 88
 QE0315
 QE0315  VERT ORDER  -  SECOND    CLASS 0
 QE0315
 QE0315.The horizontal coordinates were scaled from a topographic map and have
 QE0315.an estimated accuracy of +/- 6 seconds.
 QE0315
 QE0315.The orthometric height was determined by differential leveling
 QE0315.and adjusted in June 1991.
 QE0315
 QE0315.The geoid height was determined by GEOID03.
 QE0315
 QE0315.The dynamic height is computed by dividing the NAVD 88
 QE0315.geopotential number by the normal gravity value computed on the
 QE0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0315.degrees latitude (g = 980.6199 gals.).
 QE0315
 QE0315.The modeled gravity was interpolated from observed gravity values.
 QE0315
 QE0315;                    North         East    Units  Estimated Accuracy
 QE0315;SPC OR N     -    83,460.    2,302,010.      MT  (+/- 180 meters Scaled)
 QE0315
 QE0315                          SUPERSEDED SURVEY CONTROL
 QE0315
 QE0315  NGVD 29 (??/??/92)  103.535  (m)          339.68   (f) ADJ UNCH    2 0
 QE0315
 QE0315.Superseded values are not recommended for survey control.
 QE0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0315.See file dsdata.txt to determine how the superseded data were derived.
 QE0315
 QE0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ011152(NAD 83)
 QE0315_MARKER: DB = BENCH MARK DISK
 QE0315_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QE0315_SP_SET: PIER
 QE0315_STAMPING: H 230 1934 339.314
 QE0315_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE0315
 QE0315  HISTORY     - Date     Condition        Report By
 QE0315  HISTORY     - 1934     MONUMENTED       ORGS
 QE0315  HISTORY     - 1943     GOOD             NGS
 QE0315  HISTORY     - 20060528 MARK NOT FOUND   USPSQD
 QE0315
 QE0315                          STATION DESCRIPTION
 QE0315
 QE0315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QE0315'IN BROWNSVILLE.
 QE0315'THIS MARK IS IN THE SOUTHWEST PART OF BROWNSVILLE, LINN COUNTY, 0.5
 QE0315'MILE NORTH OF SOUTH BROWNSVILLE, ABOUT 250 FEET WEST OF THE NEW BRIDGE
 QE0315'OVER CALAPOOYA RIVER, JUST WEST OF THE SOUTH END OF THE OLD BRIDGE
 QE0315'OVER CALAPOOYA RIVER, SET IN THE TOP OF THE EASTWARD OF TWO
 QE0315'CYLINDRICAL PIERS AT THE SOUTH END OF OLDER BRIDGE, LONG ABANDON.
 QE0315
 QE0315                          STATION RECOVERY (2006)
 QE0315
 QE0315'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 QE0315'THERE IS NO TRACE OF THE OLD BRIDGE LONG ABANDONED IN 1943.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0504 ***********************************************************************
 RB0504  DESIGNATION -  H 231
 RB0504  PID         -  RB0504
 RB0504  STATE/COUNTY-  OR/UMATILLA
 RB0504  USGS QUAD   -  PENDLETON (1976)
 RB0504
 RB0504                         *CURRENT SURVEY CONTROL
 RB0504  ___________________________________________________________________
 RB0504* NAD 83(1986)-  45 40 21.     (N)    118 48 49.     (W)     SCALED    
 RB0504* NAVD 88     -       323.231  (meters)    1060.47   (feet)  ADJUSTED  
 RB0504  ___________________________________________________________________
 RB0504  GEOID HEIGHT-         -20.86  (meters)                     GEOID03
 RB0504  DYNAMIC HT  -         323.201 (meters)    1060.37  (feet)  COMP
 RB0504  MODELED GRAV-     980,517.3   (mgal)                       NAVD 88
 RB0504
 RB0504  VERT ORDER  -  FIRST     CLASS II
 RB0504
 RB0504.The horizontal coordinates were scaled from a topographic map and have
 RB0504.an estimated accuracy of +/- 6 seconds.
 RB0504
 RB0504.The orthometric height was determined by differential leveling
 RB0504.and adjusted in June 1991.
 RB0504
 RB0504.The geoid height was determined by GEOID03.
 RB0504
 RB0504.The dynamic height is computed by dividing the NAVD 88
 RB0504.geopotential number by the normal gravity value computed on the
 RB0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0504.degrees latitude (g = 980.6199 gals.).
 RB0504
 RB0504.The modeled gravity was interpolated from observed gravity values.
 RB0504
 RB0504;                    North         East    Units  Estimated Accuracy
 RB0504;SPC OR N     -   224,270.    2,631,380.      MT  (+/- 180 meters Scaled)
 RB0504
 RB0504                          SUPERSEDED SURVEY CONTROL
 RB0504
 RB0504  NGVD 29 (??/??/92)  322.22   (m)         1057.2    (f) COMPUTED    1 2
 RB0504
 RB0504.Superseded values are not recommended for survey control.
 RB0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0504.See file dsdata.txt to determine how the superseded data were derived.
 RB0504
 RB0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL587592(NAD 83)
 RB0504_MARKER: DD = SURVEY DISK
 RB0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0504_STAMPING: H 231 1936 1057
 RB0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0504+STABILITY: SURFACE MOTION
 RB0504
 RB0504  HISTORY     - Date     Condition        Report By
 RB0504  HISTORY     - 1936     MONUMENTED       ORDT
 RB0504  HISTORY     - 1943     GOOD             NGS
 RB0504  HISTORY     - 1966     GOOD             USGS
 RB0504
 RB0504                          STATION DESCRIPTION
 RB0504
 RB0504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 RB0504'1.9 MI NW FROM PENDLETON.
 RB0504'ALONG U.S. HIGHWAY 30, 1.9 MILES NORTHWEST OF THE UNION PACIFIC
 RB0504'STATION AT PENDLETON, 0.2 MILE NORTHWEST OF THE HIGHWAY BRIDGE OVER
 RB0504'UMATILLA RIVER, 132 FEET NORTH OF HIGHWAY MILE POST 230, 150 FEET
 RB0504'NORTHWEST OF THE CENTER OF CROSSING NUMBER 214.3 WHICH IS A CROSSING
 RB0504'OF U.S. HIGHWAY 30 AND A BRANCH OF THE UNION PACIFIC, 300 FEET EAST OF
 RB0504'THE INTERSECTION OF THE OLD WITH THE NEW LOCATION OF U.S. HIGHWAY 30,
 RB0504'16.5 FEET SOUTHEAST OF THE CENTER OF OLD HIGHWAY 30.  A STATE HIGHWAY
 RB0504'DEPARTMENT DISK SET IN THE TOP OF A CONCRETE POST.
 RB0504
 RB0504                          STATION RECOVERY (1966)
 RB0504
 RB0504'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 RB0504'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1337 ***********************************************************************
 QE1337  DESIGNATION -  H 24
 QE1337  PID         -  QE1337
 QE1337  STATE/COUNTY-  OR/LINN
 QE1337  USGS QUAD   -  ECHO MOUNTAIN (1994)
 QE1337
 QE1337                         *CURRENT SURVEY CONTROL
 QE1337  ___________________________________________________________________
 QE1337* NAD 83(1986)-  44 24 52.     (N)    122 01 49.     (W)     SCALED    
 QE1337* NAVD 88     -      1035.168  (meters)    3396.21   (feet)  POSTED    
 QE1337  ___________________________________________________________________
 QE1337  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 QE1337  DYNAMIC HT  -        1034.810 (meters)    3395.04  (feet)  COMP
 QE1337  MODELED GRAV-     980,239.0   (mgal)                       NAVD 88
 QE1337
 QE1337  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 QE1337
 QE1337.The horizontal coordinates were scaled from a topographic map and have
 QE1337.an estimated accuracy of +/- 6 seconds.
 QE1337
 QE1337.The orthometric height was determined by differential leveling
 QE1337.and adjusted by the  in 1992.
 QE1337.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 QE1337.was located on a no-check spur therefore a value was not computed.
 QE1337.No vertical observational check was made to the station.
 QE1337
 QE1337.The geoid height was determined by GEOID03.
 QE1337
 QE1337.The dynamic height is computed by dividing the NAVD 88
 QE1337.geopotential number by the normal gravity value computed on the
 QE1337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1337.degrees latitude (g = 980.6199 gals.).
 QE1337
 QE1337.The modeled gravity was interpolated from observed gravity values.
 QE1337
 QE1337;                    North         East    Units  Estimated Accuracy
 QE1337;SPC OR N     -    84,250.    2,378,130.      MT  (+/- 180 meters Scaled)
 QE1337
 QE1337                          SUPERSEDED SURVEY CONTROL
 QE1337
 QE1337  NGVD 29 (??/??/92) 1033.97   (m)         3392.3    (f) COMPUTED    1 2
 QE1337
 QE1337.Superseded values are not recommended for survey control.
 QE1337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1337.See file dsdata.txt to determine how the superseded data were derived.
 QE1337
 QE1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ772183(NAD 83)
 QE1337_MARKER: DD = SURVEY DISK
 QE1337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE1337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE1337_STAMPING: 3393 23 H 24 1934
 QE1337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE1337+STABILITY: SURFACE MOTION
 QE1337
 QE1337  HISTORY     - Date     Condition        Report By
 QE1337  HISTORY     - 1934     MONUMENTED       BPR
 QE1337  HISTORY     - 1955     MARK NOT FOUND   USGS
 QE1337
 QE1337                          STATION DESCRIPTION
 QE1337
 QE1337'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 QE1337'4.5 MI W FROM SANTIAM JUNCTION.
 QE1337'4.5 MILES WEST ALONG THE SOUTH SANTIAM HIGHWAY (U.S. 20) FROM THE
 QE1337'SOUTHWEST JUNCTION OF THE NORTH SANTIAM HIGHWAY (OREG. 222) AT SANTIAM
 QE1337'JUNCTION, LINN COUNTY, 159 FEET WEST OF THE EAST END OF A THROUGH CUT,
 QE1337'ABOUT 100 FEET SOUTH OF THE HIGHWAY, NEAR A WHITE WOODEN WITNESS POST,
 QE1337'AND ABOUT 15 FEET HIGHER THAN THE HIGHWAY.  A UNITED STATES BUREAU OF
 QE1337'PUBLIC ROADS STANDARD DISK, STAMPED 3393 23 H 24 1934 AND SET IN THE
 QE1337'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0826 ***********************************************************************
 QD0826  DESIGNATION -  H 241
 QD0826  PID         -  QD0826
 QD0826  STATE/COUNTY-  OR/DESCHUTES
 QD0826  USGS QUAD   -  BEND (1981)
 QD0826
 QD0826                         *CURRENT SURVEY CONTROL
 QD0826  ___________________________________________________________________
 QD0826* NAD 83(1986)-  44 07 22.     (N)    121 17 09.     (W)     SCALED    
 QD0826* NAVD 88     -      1034.607  (meters)    3394.37   (feet)  ADJUSTED  
 QD0826  ___________________________________________________________________
 QD0826  GEOID HEIGHT-         -21.08  (meters)                     GEOID03
 QD0826  DYNAMIC HT  -        1034.214 (meters)    3393.08  (feet)  COMP
 QD0826  MODELED GRAV-     980,203.3   (mgal)                       NAVD 88
 QD0826
 QD0826  VERT ORDER  -  FIRST     CLASS II
 QD0826
 QD0826.The horizontal coordinates were scaled from a topographic map and have
 QD0826.an estimated accuracy of +/- 6 seconds.
 QD0826
 QD0826.The orthometric height was determined by differential leveling
 QD0826.and adjusted in June 1991.
 QD0826
 QD0826.The geoid height was determined by GEOID03.
 QD0826
 QD0826.The dynamic height is computed by dividing the NAVD 88
 QD0826.geopotential number by the normal gravity value computed on the
 QD0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0826.degrees latitude (g = 980.6199 gals.).
 QD0826
 QD0826.The modeled gravity was interpolated from observed gravity values.
 QD0826
 QD0826;                    North         East    Units  Estimated Accuracy
 QD0826;SPC OR S     -   273,140.    1,437,100.      MT  (+/- 180 meters Scaled)
 QD0826
 QD0826                          SUPERSEDED SURVEY CONTROL
 QD0826
 QD0826  NGVD 29 (??/??/92) 1033.455  (m)         3390.59   (f) ADJ UNCH    1 2
 QD0826
 QD0826.Superseded values are not recommended for survey control.
 QD0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0826.See file dsdata.txt to determine how the superseded data were derived.
 QD0826
 QD0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP371869(NAD 83)
 QD0826_MARKER: DD = SURVEY DISK
 QD0826_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QD0826_SP_SET: BRIDGE DECK
 QD0826_STAMPING: H 241 1941
 QD0826_MARK LOGO: ORHD  
 QD0826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0826+STABILITY: SURFACE MOTION
 QD0826_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QD0826+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1988
 QD0826
 QD0826  HISTORY     - Date     Condition        Report By
 QD0826  HISTORY     - 1941     MONUMENTED       ORDT
 QD0826  HISTORY     - 1974     GOOD             NGS
 QD0826  HISTORY     - 19880729 GOOD             NGS
 QD0826
 QD0826                          STATION DESCRIPTION
 QD0826
 QD0826'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 QD0826'5 MI N FROM BEND.
 QD0826'REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 20, AND 97, WHICH IS 2 1/2
 QD0826'MILES NORTH OF BEND, GO NORTH ON U.S. HIGHWAY 97 FOR 2.1 MILES TO THE
 QD0826'BRIDGE OVER SWALLEY CREEK, AND THE BENCH MARK ON THE LEFT, 160 FEET
 QD0826'SOUTH OF MILEPOST NO. 133, 150 FEET NORTH OF A CULVERT UNDER THE
 QD0826'HIGHWAY, 1 FOOT NORTHEAST OF THE SOUTHWEST CORNER OF THE PARAPET, AND
 QD0826'4-INCHES SOUTHEAST OF THE PARAPET SET IN THE DECK OF THE BRIDGE.
 QD0826
 QD0826                          STATION RECOVERY (1988)
 QD0826
 QD0826'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QD0826'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  7.5 KM
 QD0826'(4.65 MI) NORTHERLY ALONG U.S. HIGHWAY 97 FROM THE SOUTH JUNCTION OF
 QD0826'U.S. HIGHWAY 20 IN BEND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0370 ***********************************************************************
 PA0370  DESIGNATION -  H 242
 PA0370  PID         -  PA0370
 PA0370  STATE/COUNTY-  OR/HARNEY
 PA0370  USGS QUAD   -  BURNS (1960)
 PA0370
 PA0370                         *CURRENT SURVEY CONTROL
 PA0370  ___________________________________________________________________
 PA0370* NAD 83(1986)-  43 36 50.     (N)    119 00 37.     (W)     SCALED    
 PA0370* NAVD 88     -      1267.301  (meters)    4157.80   (feet)  ADJUSTED  
 PA0370  ___________________________________________________________________
 PA0370  GEOID HEIGHT-         -18.98  (meters)                     GEOID03
 PA0370  DYNAMIC HT  -        1266.694 (meters)    4155.81  (feet)  COMP
 PA0370  MODELED GRAV-     980,096.7   (mgal)                       NAVD 88
 PA0370
 PA0370  VERT ORDER  -  FIRST     CLASS II
 PA0370
 PA0370.The horizontal coordinates were scaled from a topographic map and have
 PA0370.an estimated accuracy of +/- 6 seconds.
 PA0370
 PA0370.The orthometric height was determined by differential leveling
 PA0370.and adjusted in June 1991.
 PA0370
 PA0370.The geoid height was determined by GEOID03.
 PA0370
 PA0370.The dynamic height is computed by dividing the NAVD 88
 PA0370.geopotential number by the normal gravity value computed on the
 PA0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0370.degrees latitude (g = 980.6199 gals.).
 PA0370
 PA0370.The modeled gravity was interpolated from observed gravity values.
 PA0370
 PA0370;                    North         East    Units  Estimated Accuracy
 PA0370;SPC OR S     -   217,380.    1,620,240.      MT  (+/- 180 meters Scaled)
 PA0370
 PA0370                          SUPERSEDED SURVEY CONTROL
 PA0370
 PA0370  NGVD 29 (??/??/92) 1266.113  (m)         4153.91   (f) ADJ UNCH    1 2
 PA0370
 PA0370.Superseded values are not recommended for survey control.
 PA0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0370.See file dsdata.txt to determine how the superseded data were derived.
 PA0370
 PA0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ377309(NAD 83)
 PA0370_MARKER: DD = SURVEY DISK
 PA0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PA0370_STAMPING: H 242 1937 4154.1
 PA0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0370+STABILITY: SURFACE MOTION
 PA0370
 PA0370  HISTORY     - Date     Condition        Report By
 PA0370  HISTORY     - 1937     MONUMENTED       ORDT
 PA0370  HISTORY     - 1943     GOOD             NGS
 PA0370
 PA0370                          STATION DESCRIPTION
 PA0370
 PA0370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PA0370'3.2 MI E FROM BURNS.
 PA0370'ABOUT 3.2 MILES EAST ALONG U.S. HIGHWAY 20 FROM THE POST OFFICE AT
 PA0370'BURNS, HARNEY COUNTY, 0.6 MILE EAST OF THE JUNCTION OF U.S. HIGHWAY
 PA0370'395, AT POISON CREEK SCHOOL, 240 FEET EAST OF MILE POST 135, 77.5 FEET
 PA0370'NORTHEAST OF THE NORTHEAST CORNER OF THE SCHOOL BUILDING, 49 FEET
 PA0370'SOUTH OF THE CENTER OF THE HIGHWAY, 4.6 FEET WEST OF THE NORTHEAST
 PA0370'CORNER OF THE SCHOOL YARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0730 ***********************************************************************
 RD0730  DESIGNATION -  H 243
 RD0730  PID         -  RD0730
 RD0730  STATE/COUNTY-  OR/TILLAMOOK
 RD0730  USGS QUAD   -  JORDAN CREEK (1984)
 RD0730
 RD0730                         *CURRENT SURVEY CONTROL
 RD0730  ___________________________________________________________________
 RD0730* NAD 83(1986)-  45 33 29.     (N)    123 36 11.     (W)     SCALED    
 RD0730* NAVD 88     -       124.562  (meters)     408.67   (feet)  ADJUSTED  
 RD0730  ___________________________________________________________________
 RD0730  GEOID HEIGHT-         -20.83  (meters)                     GEOID03
 RD0730  DYNAMIC HT  -         124.572 (meters)     408.70  (feet)  COMP
 RD0730  MODELED GRAV-     980,687.1   (mgal)                       NAVD 88
 RD0730
 RD0730  VERT ORDER  -  SECOND    CLASS 0
 RD0730
 RD0730.The horizontal coordinates were scaled from a topographic map and have
 RD0730.an estimated accuracy of +/- 6 seconds.
 RD0730
 RD0730.The orthometric height was determined by differential leveling
 RD0730.and adjusted in June 1991.
 RD0730
 RD0730.The geoid height was determined by GEOID03.
 RD0730
 RD0730.The dynamic height is computed by dividing the NAVD 88
 RD0730.geopotential number by the normal gravity value computed on the
 RD0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0730.degrees latitude (g = 980.6199 gals.).
 RD0730
 RD0730.The modeled gravity was interpolated from observed gravity values.
 RD0730
 RD0730;                    North         East    Units  Estimated Accuracy
 RD0730;SPC OR N     -   214,830.    2,257,800.      MT  (+/- 180 meters Scaled)
 RD0730
 RD0730                          SUPERSEDED SURVEY CONTROL
 RD0730
 RD0730  NGVD 29 (??/??/92)  123.508  (m)          405.21   (f) ADJ UNCH    2 0
 RD0730
 RD0730.Superseded values are not recommended for survey control.
 RD0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0730.See file dsdata.txt to determine how the superseded data were derived.
 RD0730
 RD0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR529451(NAD 83)
 RD0730_MARKER: DD = SURVEY DISK
 RD0730_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD0730_SP_SET: CULVERT
 RD0730_STAMPING: H 243 1939
 RD0730_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0730
 RD0730  HISTORY     - Date     Condition        Report By
 RD0730  HISTORY     - 1939     MONUMENTED       ORDT
 RD0730  HISTORY     - 1962     GOOD             NGS
 RD0730  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 RD0730  HISTORY     - 19921025 MARK NOT FOUND   USPSQD
 RD0730
 RD0730                          STATION DESCRIPTION
 RD0730
 RD0730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RD0730'18.8 MI NE FROM TILLAMOOK.
 RD0730'REACHED FROM THE INTERSECTION OF U.S. HIGHWAY 101 AND STATE HIGHWAY 6
 RD0730'AT TILLAMOOK BY GOING NORTHEAST ALONG STATE HIGHWAY 6 FOR 18.8 MILES,
 RD0730'THIS IS ABOUT 0.9 MILE EAST OF THE BRIDGE OVER JORDAN CREEK, TO A
 RD0730'Y-ROAD FORK ON THE LEFT, SET ABOUT THE CENTER OF THE MASONRY HEAD WALL
 RD0730'FOR THE TUBE CULVERT THAT IS UNDER THE SIDE ROAD, 22 FEET NORTH OF THE
 RD0730'CENTER LINE OF THE HIGHWAY, 19 FEET EAST OF THE CENTER LINE OF THE
 RD0730'SIDE ROAD, AND 1-FOOT SOUTH OF A WITNESS POST.
 RD0730
 RD0730                          STATION RECOVERY (1990)
 RD0730
 RD0730'RECOVERY NOTE BY US POWER SQUADRON 1990 (KRN)
 RD0730'MARK NOT FOUND.
 RD0730
 RD0730                          STATION RECOVERY (1992)
 RD0730
 RD0730'RECOVERY NOTE BY US POWER SQUADRON 1992 (KRN)
 RD0730'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0306 ***********************************************************************
 PC0306  DESIGNATION -  H 246
 PC0306  PID         -  PC0306
 PC0306  STATE/COUNTY-  OR/DOUGLAS
 PC0306  USGS QUAD   -  PUTNAM VALLEY (1987)
 PC0306
 PC0306                         *CURRENT SURVEY CONTROL
 PC0306  ___________________________________________________________________
 PC0306* NAD 83(1986)-  43 40 03.     (N)    123 28 25.     (W)     SCALED    
 PC0306* NAVD 88     -        57.862  (meters)     189.84   (feet)  ADJUSTED  
 PC0306  ___________________________________________________________________
 PC0306  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 PC0306  DYNAMIC HT  -          57.852 (meters)     189.80  (feet)  COMP
 PC0306  MODELED GRAV-     980,458.6   (mgal)                       NAVD 88
 PC0306
 PC0306  VERT ORDER  -  FIRST     CLASS II
 PC0306
 PC0306.The horizontal coordinates were scaled from a topographic map and have
 PC0306.an estimated accuracy of +/- 6 seconds.
 PC0306
 PC0306.The orthometric height was determined by differential leveling
 PC0306.and adjusted in June 1991.
 PC0306
 PC0306.The geoid height was determined by GEOID03.
 PC0306
 PC0306.The dynamic height is computed by dividing the NAVD 88
 PC0306.geopotential number by the normal gravity value computed on the
 PC0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0306.degrees latitude (g = 980.6199 gals.).
 PC0306
 PC0306.The modeled gravity was interpolated from observed gravity values.
 PC0306
 PC0306;                    North         East    Units  Estimated Accuracy
 PC0306;SPC OR S     -   226,520.    1,260,240.      MT  (+/- 180 meters Scaled)
 PC0306
 PC0306                          SUPERSEDED SURVEY CONTROL
 PC0306
 PC0306  NGVD 29 (??/??/92)   56.763  (m)          186.23   (f) ADJ UNCH    1 2
 PC0306
 PC0306.Superseded values are not recommended for survey control.
 PC0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0306.See file dsdata.txt to determine how the superseded data were derived.
 PC0306
 PC0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP618350(NAD 83)
 PC0306_MARKER: DD = SURVEY DISK
 PC0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PC0306_STAMPING: 186 H 246 1934
 PC0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0306+STABILITY: SURFACE MOTION
 PC0306
 PC0306  HISTORY     - Date     Condition        Report By
 PC0306  HISTORY     - 1934     MONUMENTED       ORGS
 PC0306  HISTORY     - 1961     GOOD             NGS
 PC0306
 PC0306                          STATION DESCRIPTION
 PC0306
 PC0306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 PC0306'5.5 MI E FROM ELKTON.
 PC0306'REACHED FROM THE POST OFFICE AT ELKTON GO EAST ON STATE HIGHWAY 38 FOR
 PC0306'5.5 MILES TO THE SOUTHWEST CORNER OF TED COLLEYS FARM YARD, LOCATED 49
 PC0306'FEET NORTH OF THE CENTER OF THE HIGHWAY, 1-FOOT NORTH OF THE NORTH
 PC0306'SIDE OF A TRACK ROAD THAT IS GOING UP GRADE, AND 1-FOOT WEST OF A
 PC0306'METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0679 ***********************************************************************
 QE0679  DESIGNATION -  H 247
 QE0679  PID         -  QE0679
 QE0679  STATE/COUNTY-  OR/LINN
 QE0679  USGS QUAD   -  ALBANY (1975)
 QE0679
 QE0679                         *CURRENT SURVEY CONTROL
 QE0679  ___________________________________________________________________
 QE0679* NAD 83(1986)-  44 38 03.     (N)    123 06 25.     (W)     SCALED    
 QE0679* NAVD 88     -        66.604  (meters)     218.52   (feet)  ADJUSTED  
 QE0679  ___________________________________________________________________
 QE0679  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 QE0679  DYNAMIC HT  -          66.600 (meters)     218.50  (feet)  COMP
 QE0679  MODELED GRAV-     980,556.9   (mgal)                       NAVD 88
 QE0679
 QE0679  VERT ORDER  -  FIRST     CLASS II
 QE0679
 QE0679.The horizontal coordinates were scaled from a topographic map and have
 QE0679.an estimated accuracy of +/- 6 seconds.
 QE0679
 QE0679.The orthometric height was determined by differential leveling
 QE0679.and adjusted in June 1991.
 QE0679
 QE0679.The geoid height was determined by GEOID03.
 QE0679
 QE0679.The dynamic height is computed by dividing the NAVD 88
 QE0679.geopotential number by the normal gravity value computed on the
 QE0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0679.degrees latitude (g = 980.6199 gals.).
 QE0679
 QE0679.The modeled gravity was interpolated from observed gravity values.
 QE0679
 QE0679;                    North         East    Units  Estimated Accuracy
 QE0679;SPC OR N     -   110,850.    2,293,200.      MT  (+/- 180 meters Scaled)
 QE0679
 QE0679                          SUPERSEDED SURVEY CONTROL
 QE0679
 QE0679  NGVD 29 (??/??/92)   65.594  (m)          215.20   (f) ADJ UNCH    1 2
 QE0679
 QE0679.Superseded values are not recommended for survey control.
 QE0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0679.See file dsdata.txt to determine how the superseded data were derived.
 QE0679
 QE0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ915423(NAD 83)
 QE0679_MARKER: DB = BENCH MARK DISK
 QE0679_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 QE0679+WITH SETTING: PAVEMENT
 QE0679_SP_SET: STEPS
 QE0679_STAMPING: H 247 1939
 QE0679_MARK LOGO: CGS   
 QE0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0679+STABILITY: SURFACE MOTION
 QE0679_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QE0679+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2006
 QE0679
 QE0679  HISTORY     - Date     Condition        Report By
 QE0679  HISTORY     - 1939     MONUMENTED       CGS
 QE0679  HISTORY     - 1961     GOOD             NGS
 QE0679  HISTORY     - 19860510 GOOD             USPSQD
 QE0679  HISTORY     - 1987     GOOD             USPSQD
 QE0679  HISTORY     - 1987     GOOD             NGS
 QE0679  HISTORY     - 20060526 GOOD             USPSQD
 QE0679
 QE0679                          STATION DESCRIPTION
 QE0679
 QE0679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 QE0679'IN ALBANY.
 QE0679'LOCATED AT THE NORTH ENTRANCE TO LINN COUNTY COURTHOUSE, SET IN THE
 QE0679'TOP OF THE WEST END OF THE THIRD CONCRETE STEP.
 QE0679
 QE0679                          STATION RECOVERY (1986)
 QE0679
 QE0679'RECOVERY NOTE BY US POWER SQUADRON 1986 (RCC)
 QE0679'RECOVERED IN GOOD CONDITION.
 QE0679
 QE0679                          STATION RECOVERY (1987)
 QE0679
 QE0679'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWE)
 QE0679'RECOVERED IN GOOD CONDITION.
 QE0679
 QE0679                          STATION RECOVERY (1987)
 QE0679
 QE0679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE0679'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  IN ALBANY, AT
 QE0679'360 4TH AVENUE, IN THE WEST END OF THE SIXTH STEP OF THE NORTH
 QE0679'ENTRANCE TO THE COUNTY COURTHOUSE, 31.2 M (102.4 FT) WEST-NORTHWEST
 QE0679'OF THE NORTHEAST CORNER OF THE COURTHOUSE, AND 5.5 M (18.0 FT) WEST
 QE0679'OF THE CENTER OF THE ENTRANCE.
 QE0679'THE MARK IS 0.6 M ABOVE THE SIDEWALK.
 QE0679
 QE0679                          STATION RECOVERY (2006)
 QE0679
 QE0679'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 QE0679'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0545 ***********************************************************************
 PC0545  DESIGNATION -  H 250
 PC0545  PID         -  PC0545
 PC0545  STATE/COUNTY-  OR/COOS
 PC0545  USGS QUAD   -  ELK PEAK (1985)
 PC0545
 PC0545                         *CURRENT SURVEY CONTROL
 PC0545  ___________________________________________________________________
 PC0545* NAD 83(1986)-  43 31 13.     (N)    123 53 05.     (W)     SCALED    
 PC0545* NAVD 88     -       249.457  (meters)     818.43   (feet)  ADJUSTED  
 PC0545  ___________________________________________________________________
 PC0545  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 PC0545  DYNAMIC HT  -         249.413 (meters)     818.28  (feet)  COMP
 PC0545  MODELED GRAV-     980,439.7   (mgal)                       NAVD 88
 PC0545
 PC0545  VERT ORDER  -  SECOND    CLASS 0
 PC0545
 PC0545.The horizontal coordinates were scaled from a topographic map and have
 PC0545.an estimated accuracy of +/- 6 seconds.
 PC0545
 PC0545.The orthometric height was determined by differential leveling
 PC0545.and adjusted in June 1991.
 PC0545
 PC0545.The geoid height was determined by GEOID03.
 PC0545
 PC0545.The dynamic height is computed by dividing the NAVD 88
 PC0545.geopotential number by the normal gravity value computed on the
 PC0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0545.degrees latitude (g = 980.6199 gals.).
 PC0545
 PC0545.The modeled gravity was interpolated from observed gravity values.
 PC0545
 PC0545;                    North         East    Units  Estimated Accuracy
 PC0545;SPC OR S     -   211,430.    1,226,450.      MT  (+/- 180 meters Scaled)
 PC0545
 PC0545                          SUPERSEDED SURVEY CONTROL
 PC0545
 PC0545  NGVD 29 (??/??/92)  248.358  (m)          814.82   (f) ADJ UNCH    2 0
 PC0545
 PC0545.Superseded values are not recommended for survey control.
 PC0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0545.See file dsdata.txt to determine how the superseded data were derived.
 PC0545
 PC0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP284189(NAD 83)
 PC0545_MARKER: DB = BENCH MARK DISK
 PC0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0545_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PC0545_STAMPING: 813 H 250 1934
 PC0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0545+STABILITY: SURFACE MOTION
 PC0545
 PC0545  HISTORY     - Date     Condition        Report By
 PC0545  HISTORY     - 1934     MONUMENTED       CGS
 PC0545  HISTORY     - 1942     GOOD             NGS
 PC0545  HISTORY     - 1982     MARK NOT FOUND   USGS
 PC0545  HISTORY     - 19930518 MARK NOT FOUND   USPSQD
 PC0545
 PC0545                          STATION DESCRIPTION
 PC0545
 PC0545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 PC0545'15.5 MI NE FROM ALLEGANY.
 PC0545'ABOUT 15.5 MILES NORTHEAST OF ALLEGANY ON LOON LAKE ROAD AT C. T.
 PC0545'HOWELL HOUSE 180 FEET NORTH OF NORTH END OF BRIDGE OVER CREEK 40 FEET
 PC0545'EAST OF ROAD CENTER ON SMALL KNOLL.  DISK STAMPED 813 H 250 1934 IN
 PC0545'CONCRETE POST.
 PC0545
 PC0545                          STATION RECOVERY (1982)
 PC0545
 PC0545'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 PC0545'MARK NOT FOUND.
 PC0545
 PC0545                          STATION RECOVERY (1993)
 PC0545
 PC0545'RECOVERY NOTE BY US POWER SQUADRON 1993 (AES)
 PC0545'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0424 ***********************************************************************
 PC0424  DESIGNATION -  H 253
 PC0424  PID         -  PC0424
 PC0424  STATE/COUNTY-  OR/DOUGLAS
 PC0424  USGS QUAD   -  DIXONVILLE (1987)
 PC0424
 PC0424                         *CURRENT SURVEY CONTROL
 PC0424  ___________________________________________________________________
 PC0424* NAD 83(1986)-  43 14 35.     (N)    123 13 23.     (W)     SCALED    
 PC0424* NAVD 88     -       286.392  (meters)     939.60   (feet)  ADJUSTED  
 PC0424  ___________________________________________________________________
 PC0424  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 PC0424  DYNAMIC HT  -         286.325 (meters)     939.38  (feet)  COMP
 PC0424  MODELED GRAV-     980,378.1   (mgal)                       NAVD 88
 PC0424
 PC0424  VERT ORDER  -  FIRST     CLASS II
 PC0424
 PC0424.The horizontal coordinates were scaled from a topographic map and have
 PC0424.an estimated accuracy of +/- 6 seconds.
 PC0424
 PC0424.The orthometric height was determined by differential leveling
 PC0424.and adjusted in June 1991.
 PC0424
 PC0424.The geoid height was determined by GEOID03.
 PC0424
 PC0424.The dynamic height is computed by dividing the NAVD 88
 PC0424.geopotential number by the normal gravity value computed on the
 PC0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0424.degrees latitude (g = 980.6199 gals.).
 PC0424
 PC0424.The modeled gravity was interpolated from observed gravity values.
 PC0424
 PC0424;                    North         East    Units  Estimated Accuracy
 PC0424;SPC OR S     -   178,700.    1,278,900.      MT  (+/- 180 meters Scaled)
 PC0424
 PC0424                          SUPERSEDED SURVEY CONTROL
 PC0424
 PC0424  NGVD 29 (??/??/92)  285.307  (m)          936.04   (f) ADJ UNCH    1 2
 PC0424
 PC0424.Superseded values are not recommended for survey control.
 PC0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0424.See file dsdata.txt to determine how the superseded data were derived.
 PC0424
 PC0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN818878(NAD 83)
 PC0424_MARKER: DB = BENCH MARK DISK
 PC0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PC0424_STAMPING: 935 H 253 1934
 PC0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0424+STABILITY: SURFACE MOTION
 PC0424
 PC0424  HISTORY     - Date     Condition        Report By
 PC0424  HISTORY     - 1934     MONUMENTED       ORGS
 PC0424
 PC0424                          STATION DESCRIPTION
 PC0424
 PC0424'DESCRIBED BY OREGON GEODETIC SURVEY 1934
 PC0424'2.9 MI N FROM DIXONVILLE.
 PC0424'ABOUT 2.9 MILES NORTH ALONG THE DIXONVILLE-GLIDE COUNTY ROAD FROM
 PC0424'DIXONVILLE, DOUGLAS COUNTY, ON EAST SIDE OF ROAD, ON BLACK MUD SUMMIT,
 PC0424'78 FEET NORTH OF CENTER OF EAST AND WEST FENCE, 31 FEET EAST OF CENTER
 PC0424'LINE OF COUNTY ROAD, 2 FEET WEST OF EAST RIGHT OF WAY FENCE. A
 PC0424'STANDARD DISK, STAMPED 935 H 253 1934 AND SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1338 ***********************************************************************
 QE1338  DESIGNATION -  H 26
 QE1338  PID         -  QE1338
 QE1338  STATE/COUNTY-  OR/LINN
 QE1338  USGS QUAD   -  ECHO MOUNTAIN (1994)
 QE1338
 QE1338                         *CURRENT SURVEY CONTROL
 QE1338  ___________________________________________________________________
 QE1338* NAD 83(1986)-  44 24 49.     (N)    122 02 07.     (W)     SCALED    
 QE1338* NAVD 88     -      1013.398  (meters)    3324.79   (feet)  POSTED    
 QE1338  ___________________________________________________________________
 QE1338  GEOID HEIGHT-         -21.60  (meters)                     GEOID03
 QE1338  DYNAMIC HT  -        1013.050 (meters)    3323.65  (feet)  COMP
 QE1338  MODELED GRAV-     980,240.9   (mgal)                       NAVD 88
 QE1338
 QE1338  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 QE1338
 QE1338.The horizontal coordinates were scaled from a topographic map and have
 QE1338.an estimated accuracy of +/- 6 seconds.
 QE1338
 QE1338.The orthometric height was determined by differential leveling
 QE1338.and adjusted by the  in 1992.
 QE1338.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 QE1338.was located on a no-check spur therefore a value was not computed.
 QE1338.No vertical observational check was made to the station.
 QE1338
 QE1338.The geoid height was determined by GEOID03.
 QE1338
 QE1338.The dynamic height is computed by dividing the NAVD 88
 QE1338.geopotential number by the normal gravity value computed on the
 QE1338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1338.degrees latitude (g = 980.6199 gals.).
 QE1338
 QE1338.The modeled gravity was interpolated from observed gravity values.
 QE1338
 QE1338;                    North         East    Units  Estimated Accuracy
 QE1338;SPC OR N     -    84,170.    2,377,730.      MT  (+/- 180 meters Scaled)
 QE1338
 QE1338                          SUPERSEDED SURVEY CONTROL
 QE1338
 QE1338  NGVD 29 (??/??/92) 1012.21   (m)         3320.9    (f) COMPUTED    1 2
 QE1338
 QE1338.Superseded values are not recommended for survey control.
 QE1338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1338.See file dsdata.txt to determine how the superseded data were derived.
 QE1338
 QE1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ768182(NAD 83)
 QE1338_MARKER: DD = SURVEY DISK
 QE1338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE1338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE1338_STAMPING: 3321 23 H 26 1934
 QE1338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE1338+STABILITY: SURFACE MOTION
 QE1338
 QE1338  HISTORY     - Date     Condition        Report By
 QE1338  HISTORY     - 1934     MONUMENTED       BPR
 QE1338  HISTORY     - 1963     GOOD             NGS
 QE1338
 QE1338                          STATION DESCRIPTION
 QE1338
 QE1338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 QE1338'5.6 MI W FROM SANTIAM JUNCTION.
 QE1338'5.6 MILES WEST ALONG U.S. HIGHWAY 20 FROM THE MOBIL SERVICE STATION
 QE1338'AND STORE AT SANTIAM JUNCTION, 0.5 MILE EAST OF MILE POST NO. 69, 105
 QE1338'FEET SOUTHEAST OF THE CENTER OF THE HIGHWAY, 55 FEET SOUTH OF THE
 QE1338'SOUTH END OF A CONCRETE CULVERT 4-FEET IN DIAMETER, 1 FOOT EAST OF A
 QE1338'METAL WITNESS POST AND ABOUT 20 FEET BELOW THE LEVEL OF THE HIGHWAY.
 QE1338'THE MONUMENT PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3815 ***********************************************************************
 RD3815  DESIGNATION -  H 26 2
 RD3815  PID         -  RD3815
 RD3815  STATE/COUNTY-  OR/COLUMBIA
 RD3815  USGS QUAD   -  DEER ISLAND (1990)
 RD3815
 RD3815                         *CURRENT SURVEY CONTROL
 RD3815  ___________________________________________________________________
 RD3815* NAD 83(1991)-  45 59 13.88864(N)    122 51 28.10102(W)     ADJUSTED  
 RD3815* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 RD3815  ___________________________________________________________________
 RD3815  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 RD3815  GEOID HEIGHT-         -21.89  (meters)                     GEOID03
 RD3815  HORZ ORDER  -  THIRD
 RD3815
 RD3815.The horizontal coordinates were established by classical geodetic methods
 RD3815.and adjusted by the National Geodetic Survey in October 1991.
 RD3815
 RD3815.The orthometric height was scaled from a topographic map.
 RD3815
 RD3815.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3815
 RD3815.The geoid height was determined by GEOID03.
 RD3815
 RD3815;                    North         East     Units Scale Factor Converg.
 RD3815;SPC OR N     -   260,536.577 2,317,340.963   MT  0.99999677   -1 40 19.6
 RD3815;SPC OR N     -   854,778.80  7,602,824.68   iFT  0.99999677   -1 40 19.6
 RD3815;SPC WA S     -    75,406.550   317,347.369   MT  0.99996867   -1 42 45.7
 RD3815;SPC WA S     -   247,396.32  1,041,163.83   sFT  0.99996867   -1 42 45.7
 RD3815;UTM  10      - 5,092,634.186   511,012.963   MT  0.99960149   +0 06 08.2
 RD3815
 RD3815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3815!SPC OR N     -   1.00000265  x   0.99999677  =   0.99999942
 RD3815!SPC WA S     -   1.00000265  x   0.99996867  =   0.99997132
 RD3815!UTM  10      -   1.00000265  x   0.99960149  =   0.99960414
 RD3815
 RD3815:                Primary Azimuth Mark                     Grid Az
 RD3815:SPC OR N     -  H 28                                     333 21 10.0
 RD3815:SPC WA S     -  H 28                                     333 23 36.1
 RD3815:UTM  10      -  H 28                                     331 34 42.2
 RD3815
 RD3815|---------------------------------------------------------------------|
 RD3815| PID    Reference Object                     Distance      Geod. Az  |
 RD3815|                                                           dddmmss.s |
 RD3815| SC1365 H 28                                APPROX. 2.8 KM 3314050.4 |
 RD3815|---------------------------------------------------------------------|
 RD3815
 RD3815                          SUPERSEDED SURVEY CONTROL
 RD3815
 RD3815  NAD 83(1986)-  45 59 13.90638(N)    122 51 28.09678(W) AD(       ) 3
 RD3815  NAD 27      -  45 59 14.49000(N)    122 51 23.70900(W) AD(       ) 3
 RD3815
 RD3815.Superseded values are not recommended for survey control.
 RD3815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3815.See file dsdata.txt to determine how the superseded data were derived.
 RD3815
 RD3815_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1101392634(NAD 83)
 RD3815_MARKER: I = METAL ROD
 RD3815_SETTING: 0 = UNSPECIFIED SETTING
 RD3815
 RD3815  HISTORY     - Date     Condition        Report By
 RD3815  HISTORY     - 1912     MONUMENTED       USE
 RD3815  HISTORY     - 1937     GOOD             CGS
 RD3815  HISTORY     - 1949     MARK NOT FOUND   CGS
 RD3815
 RD3815                          STATION DESCRIPTION
 RD3815
 RD3815'DESCRIBED BY US ENGINEERS 1912
 RD3815'THE STATION IS MARKED BY AN IRON PIPE 3 FEET LONG SET IN A PIER OF
 RD3815'CONCRETE WHICH IS ABOUT 1 FOOT SQUARE AT THE SURFACE OF THE GROUND
 RD3815'AND APPROXIMATELY 8 INCHES DEEP.  THE PIPE PROJECTS FROM 4 TO 8
 RD3815'INCHES ABOVE THE CEMENT.  THE TOP OF THE PIER BEARS THE INSCRIPTION
 RD3815'U.S.E. AND THE NAME OR AN ABBREVIATION OF THE NAME OF THE STATION.
 RD3815'THERE IS NO UNDERGROUND MARK.  IN JULY, 1913 THE STATION WAS COVERED
 RD3815'WITH 6 INCHES OF SAND.
 RD3815
 RD3815                          STATION RECOVERY (1937)
 RD3815
 RD3815'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (RWK)
 RD3815'NEW DESCRIPTION--STATION IS ABOUT 45 METERS S OF THE INSHORE END OF
 RD3815'HUNTER BAR DIKE NO.2, AND ABOUT 8 METERS INSHORE OF A FENCE, IN
 RD3815'PASTURE LAND.
 RD3815'
 RD3815'STATION IS MARKED, AS DESCRIBED IN NOTE 1, BY A U.S.E. MONUMENT,
 RD3815'TOP OF THE MONUMENT ABOUT 8 INCHES BELOW THE SURFACE.  TWO OF THE
 RD3815'FENCE POSTS ARE NOTCHED WITH A NAIL DRIVEN IN THE NOTCH, THE POSTS
 RD3815'AND STATION FORMING AN APPROXIMATE EQUALATERAL TRIANGLE.  A SMALL
 RD3815'SIGNAL POLE WAS ERECTED AND A FOUR-SIDED FENCE BUILT TO PROTECT IT
 RD3815'FROM THE COWS.
 RD3815
 RD3815                          STATION RECOVERY (1949)
 RD3815
 RD3815'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (HJH)
 RD3815'AFTER A 30 MINUTE SEARCH, THIS STATION WAS NOT FOUND.  IT IS
 RD3815'BELIEVED THAT THIS STATION IS COVERED OVER BY SAND TO A
 RD3815'CONSIDERABLE DEPTH.  IN 1913, IT WAS COVERED OVER BY 6 INCHES OF
 RD3815'SAND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0830 ***********************************************************************
 RC0830  DESIGNATION -  H 263
 RC0830  PID         -  RC0830
 RC0830  STATE/COUNTY-  OR/WASCO
 RC0830  USGS QUAD   -  WHITE SALMON (1994)
 RC0830
 RC0830                         *CURRENT SURVEY CONTROL
 RC0830  ___________________________________________________________________
 RC0830* NAD 83(1986)-  45 41 06.     (N)    121 24 14.     (W)     SCALED    
 RC0830* NAVD 88     -        31.206  (meters)     102.38   (feet)  ADJUSTED  
 RC0830  ___________________________________________________________________
 RC0830  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 RC0830  DYNAMIC HT  -          31.206 (meters)     102.38  (feet)  COMP
 RC0830  MODELED GRAV-     980,606.9   (mgal)                       NAVD 88
 RC0830
 RC0830  VERT ORDER  -  FIRST     CLASS II
 RC0830
 RC0830.The horizontal coordinates were scaled from a topographic map and have
 RC0830.an estimated accuracy of +/- 6 seconds.
 RC0830
 RC0830.The orthometric height was determined by differential leveling
 RC0830.and adjusted in June 1991.
 RC0830
 RC0830.The geoid height was determined by GEOID03.
 RC0830
 RC0830.The dynamic height is computed by dividing the NAVD 88
 RC0830.geopotential number by the normal gravity value computed on the
 RC0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0830.degrees latitude (g = 980.6199 gals.).
 RC0830
 RC0830.The modeled gravity was interpolated from observed gravity values.
 RC0830
 RC0830;                    North         East    Units  Estimated Accuracy
 RC0830;SPC OR N     -   224,680.    2,429,590.      MT  (+/- 180 meters Scaled)
 RC0830
 RC0830                          SUPERSEDED SURVEY CONTROL
 RC0830
 RC0830  NGVD 29 (??/??/92)   30.188  (m)           99.04   (f) ADJ UNCH    1 2
 RC0830
 RC0830.Superseded values are not recommended for survey control.
 RC0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0830.See file dsdata.txt to determine how the superseded data were derived.
 RC0830
 RC0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR242602(NAD 83)
 RC0830_MARKER: DD = SURVEY DISK
 RC0830_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RC0830_SP_SET: CURB
 RC0830_STAMPING: H 263 1941
 RC0830_MARK LOGO: ORHD  
 RC0830_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC0830
 RC0830  HISTORY     - Date     Condition        Report By
 RC0830  HISTORY     - 1941     MONUMENTED       ORDT
 RC0830  HISTORY     - 1941     GOOD             NGS
 RC0830  HISTORY     - 1987     GOOD             NGS
 RC0830
 RC0830                          STATION DESCRIPTION
 RC0830
 RC0830'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 RC0830'IN MOSIER.
 RC0830'WEST PART OF MOSIER, ABOUT 150 FEET SOUTH OF UNION PACIFIC RAILROAD,
 RC0830'SOUTHWEST CORNER OF COLUMBIA RIVER HIGHWAY BRIDGE OVER ROCK CREEK, IN
 RC0830'CURB.
 RC0830
 RC0830                          STATION RECOVERY (1987)
 RC0830
 RC0830'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RC0830'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0166 ***********************************************************************
 QE0166  DESIGNATION -  H 269
 QE0166  PID         -  QE0166
 QE0166  STATE/COUNTY-  OR/LINN
 QE0166  USGS QUAD   -  CASCADIA (1994)
 QE0166
 QE0166                         *CURRENT SURVEY CONTROL
 QE0166  ___________________________________________________________________
 QE0166* NAD 83(1986)-  44 23 48.     (N)    122 26 51.     (W)     SCALED    
 QE0166* NAVD 88     -       275.034  (meters)     902.34   (feet)  POSTED    
 QE0166  ___________________________________________________________________
 QE0166  GEOID HEIGHT-         -22.63  (meters)                     GEOID03
 QE0166  DYNAMIC HT  -         274.970 (meters)     902.13  (feet)  COMP
 QE0166  MODELED GRAV-     980,393.0   (mgal)                       NAVD 88
 QE0166
 QE0166  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 QE0166
 QE0166.The horizontal coordinates were scaled from a topographic map and have
 QE0166.an estimated accuracy of +/- 6 seconds.
 QE0166
 QE0166.The orthometric height was determined by differential leveling
 QE0166.and adjusted by the  in 1992.
 QE0166.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 QE0166.rate of 1.1 thru 2.0 mm/km.
 QE0166
 QE0166.The geoid height was determined by GEOID03.
 QE0166
 QE0166.The dynamic height is computed by dividing the NAVD 88
 QE0166.geopotential number by the normal gravity value computed on the
 QE0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0166.degrees latitude (g = 980.6199 gals.).
 QE0166
 QE0166.The modeled gravity was interpolated from observed gravity values.
 QE0166
 QE0166;                    North         East    Units  Estimated Accuracy
 QE0166;SPC OR N     -    82,990.    2,344,860.      MT  (+/- 180 meters Scaled)
 QE0166
 QE0166                          SUPERSEDED SURVEY CONTROL
 QE0166
 QE0166  NGVD 29 (??/??/92)  273.945  (m)          898.77   (f) ADJ UNCH    1 2
 QE0166
 QE0166.Superseded values are not recommended for survey control.
 QE0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0166.See file dsdata.txt to determine how the superseded data were derived.
 QE0166
 QE0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ440160(NAD 83)
 QE0166_MARKER: DD = SURVEY DISK
 QE0166_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QE0166_SP_SET: BRIDGE
 QE0166_STAMPING: 898 H 269 1932
 QE0166_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QE0166
 QE0166  HISTORY     - Date     Condition        Report By
 QE0166  HISTORY     - 1932     MONUMENTED       ORDT
 QE0166  HISTORY     - 1963     GOOD             NGS
 QE0166
 QE0166                          STATION DESCRIPTION
 QE0166
 QE0166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 QE0166'2.1 MI E FROM CASCADIA.
 QE0166'2.1 MILES EAST ALONG U.S. HIGHWAY 20 FROM THE CASCADIA SCHOOL, 0.1
 QE0166'MILE EAST OF MILE POST NO. 43 AND 15 FEET SOUTH OF THE CENTER OF THE
 QE0166'HIGHWAY AT THE SOUTHEAST CORNER OF THE CANYON CREEK BRIDGE IN THE TOP
 QE0166'OF THE WING WALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB1074 ***********************************************************************
 RB1074  DESIGNATION -  H 27
 RB1074  PID         -  RB1074
 RB1074  STATE/COUNTY-  OR/MORROW
 RB1074  USGS QUAD   -  IRRIGON (1993)
 RB1074
 RB1074                         *CURRENT SURVEY CONTROL
 RB1074  ___________________________________________________________________
 RB1074* NAD 83(1986)-  45 53 45.     (N)    119 29 29.     (W)     SCALED    
 RB1074* NAVD 88     -        91.606  (meters)     300.54   (feet)  ADJUSTED  
 RB1074  ___________________________________________________________________
 RB1074  GEOID HEIGHT-         -21.82  (meters)                     GEOID03
 RB1074  DYNAMIC HT  -          91.606 (meters)     300.54  (feet)  COMP
 RB1074  MODELED GRAV-     980,620.5   (mgal)                       NAVD 88
 RB1074
 RB1074  VERT ORDER  -  FIRST     CLASS I
 RB1074
 RB1074.The horizontal coordinates were scaled from a topographic map and have
 RB1074.an estimated accuracy of +/- 6 seconds.
 RB1074
 RB1074.The orthometric height was determined by differential leveling
 RB1074.and adjusted in June 1991.
 RB1074
 RB1074.The geoid height was determined by GEOID03.
 RB1074
 RB1074.The dynamic height is computed by dividing the NAVD 88
 RB1074.geopotential number by the normal gravity value computed on the
 RB1074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB1074.degrees latitude (g = 980.6199 gals.).
 RB1074
 RB1074.The modeled gravity was interpolated from observed gravity values.
 RB1074
 RB1074;                    North         East    Units  Estimated Accuracy
 RB1074;SPC OR N     -   248,210.    2,578,270.      MT  (+/- 180 meters Scaled)
 RB1074
 RB1074                          SUPERSEDED SURVEY CONTROL
 RB1074
 RB1074  NGVD 29 (??/??/92)   90.610  (m)          297.28   (f) ADJ UNCH    1 1
 RB1074
 RB1074.Superseded values are not recommended for survey control.
 RB1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1074.See file dsdata.txt to determine how the superseded data were derived.
 RB1074
 RB1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL067854(NAD 83)
 RB1074_MARKER: DB = BENCH MARK DISK
 RB1074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB1074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB1074_STAMPING: H 27 1921 ELEV. 297.381 FT.
 RB1074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB1074+STABILITY: SURFACE MOTION
 RB1074
 RB1074  HISTORY     - Date     Condition        Report By
 RB1074  HISTORY     - 1921     MONUMENTED       CGS
 RB1074  HISTORY     - 1968     GOOD             NGS
 RB1074
 RB1074                          STATION DESCRIPTION
 RB1074
 RB1074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RB1074'IN IRRIGON.
 RB1074'AT IRRIGON, 0.05 MILE EAST ALONG U.S. HIGHWAY 730 FROM THE POST
 RB1074'OFFICE, AT THE JUNCTION OF EIGHTH STREET, IN R27E T5N, SECTION 19, 136
 RB1074'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 27 FEET WEST OF THE
 RB1074'CENTER LINE OF THE STREET, 18.0 FEET NORTH OF THE NORTH RAIL OF THE
 RB1074'UNION PACIFIC RAILROAD, 18 FEET SOUTH OF A POWER POLE WITH THREE GUY
 RB1074'WIRES, 1.2 FEET EAST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE
 RB1074'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0941 ***********************************************************************
 QB0941  DESIGNATION -  H 273
 QB0941  PID         -  QB0941
 QB0941  STATE/COUNTY-  OR/BAKER
 QB0941  USGS QUAD   -  BAKER CITY (1994)
 QB0941
 QB0941                         *CURRENT SURVEY CONTROL
 QB0941  ___________________________________________________________________
 QB0941* NAD 83(1986)-  44 48 13.     (N)    117 48 45.     (W)     SCALED    
 QB0941* NAVD 88     -      1036.601  (meters)    3400.92   (feet)  ADJUSTED  
 QB0941  ___________________________________________________________________
 QB0941  GEOID HEIGHT-         -17.13  (meters)                     GEOID03
 QB0941  DYNAMIC HT  -        1036.267 (meters)    3399.82  (feet)  COMP
 QB0941  MODELED GRAV-     980,260.0   (mgal)                       NAVD 88
 QB0941
 QB0941  VERT ORDER  -  SECOND    CLASS 0
 QB0941
 QB0941.The horizontal coordinates were scaled from a topographic map and have
 QB0941.an estimated accuracy of +/- 6 seconds.
 QB0941
 QB0941.The orthometric height was determined by differential leveling
 QB0941.and adjusted in June 1991.
 QB0941.WARNING-Repeat measurements at this control monument indicate possible
 QB0941.vertical movement.
 QB0941
 QB0941.The geoid height was determined by GEOID03.
 QB0941
 QB0941.The dynamic height is computed by dividing the NAVD 88
 QB0941.geopotential number by the normal gravity value computed on the
 QB0941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0941.degrees latitude (g = 980.6199 gals.).
 QB0941
 QB0941.The modeled gravity was interpolated from observed gravity values.
 QB0941
 QB0941;                    North         East    Units  Estimated Accuracy
 QB0941;SPC OR N     -   129,880.    2,712,570.      MT  (+/- 180 meters Scaled)
 QB0941
 QB0941                          SUPERSEDED SURVEY CONTROL
 QB0941
 QB0941  NGVD 29 (??/??/92) 1035.471  (m)         3397.21   (f) ADJ UNCH    2 0
 QB0941
 QB0941.Superseded values are not recommended for survey control.
 QB0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0941.See file dsdata.txt to determine how the superseded data were derived.
 QB0941
 QB0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK357614(NAD 83)
 QB0941_MARKER: DD = SURVEY DISK
 QB0941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0941_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0941_STAMPING: H 273 R.P.P.I. 93+96.5 28.42
 QB0941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0941+STABILITY: SURFACE MOTION
 QB0941
 QB0941  HISTORY     - Date     Condition        Report By
 QB0941  HISTORY     - UNK      MONUMENTED       ORDT
 QB0941  HISTORY     - 1945     GOOD             NGS
 QB0941  HISTORY     - 1967     MARK NOT FOUND   NGS
 QB0941
 QB0941                          STATION DESCRIPTION
 QB0941
 QB0941'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 QB0941'2.6 MI E FROM BAKER.
 QB0941'2.6 MILES EAST ALONG STATE HIGHWAY NO. 86 FROM THE POST OFFICE AT
 QB0941'BAKER, AN O.S.H.D. STANDARD DISK SET IN A CONCRETE POST FLUSH WITH
 QB0941'GROUND, 30 FEET NORTH OF CENTER-LINE OF HIGHWAY, 2 FEET SOUTH OF
 QB0941'RIGHT-OF-WAY FENCE, 1.5 WEST OF REFERENCE POST.  NOTE-- INQUIRIES WERE
 QB0941'MADE WITH THE LOCAL RANCHERS AND THEIR OPINION IS THAT THIS BM IS
 QB0941'STILL THERE BUT IT IS BURIED.
 QB0941
 QB0941                          STATION RECOVERY (1967)
 QB0941
 QB0941'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 QB0941'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC0601 ***********************************************************************
 SC0601  DESIGNATION -  H 274
 SC0601  PID         -  SC0601
 SC0601  STATE/COUNTY-  OR/CLATSOP
 SC0601  USGS QUAD   -  GEARHART (1973)
 SC0601
 SC0601                         *CURRENT SURVEY CONTROL
 SC0601  ___________________________________________________________________
 SC0601* NAD 83(1986)-  46 07 16.     (N)    123 55 38.     (W)     SCALED    
 SC0601* NAVD 88     -        12.769  (meters)      41.89   (feet)  ADJUSTED  
 SC0601  ___________________________________________________________________
 SC0601  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 SC0601  DYNAMIC HT  -          12.771 (meters)      41.90  (feet)  COMP
 SC0601  MODELED GRAV-     980,706.0   (mgal)                       NAVD 88
 SC0601
 SC0601  VERT ORDER  -  FIRST     CLASS II
 SC0601
 SC0601.The horizontal coordinates were scaled from a topographic map and have
 SC0601.an estimated accuracy of +/- 6 seconds.
 SC0601
 SC0601.The orthometric height was determined by differential leveling
 SC0601.and adjusted in June 1991.
 SC0601
 SC0601.The geoid height was determined by GEOID03.
 SC0601
 SC0601.The dynamic height is computed by dividing the NAVD 88
 SC0601.geopotential number by the normal gravity value computed on the
 SC0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0601.degrees latitude (g = 980.6199 gals.).
 SC0601
 SC0601.The modeled gravity was interpolated from observed gravity values.
 SC0601
 SC0601;                    North         East    Units  Estimated Accuracy
 SC0601;SPC OR N     -   278,380.    2,235,170.      MT  (+/- 180 meters Scaled)
 SC0601
 SC0601                          SUPERSEDED SURVEY CONTROL
 SC0601
 SC0601  NGVD 29 (??/??/92)   11.667  (m)           38.28   (f) ADJ UNCH    1 2
 SC0601
 SC0601.Superseded values are not recommended for survey control.
 SC0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0601.See file dsdata.txt to determine how the superseded data were derived.
 SC0601
 SC0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS283079(NAD 83)
 SC0601_MARKER: DD = SURVEY DISK
 SC0601_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 SC0601_SP_SET: STEP APRON
 SC0601_STAMPING: H 274 1940
 SC0601_MARK LOGO: ORHD  
 SC0601_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC0601
 SC0601  HISTORY     - Date     Condition        Report By
 SC0601  HISTORY     - 1940     MONUMENTED       ORHD
 SC0601  HISTORY     - 1966     GOOD             NGS
 SC0601  HISTORY     - 1987     GOOD             USPSQD
 SC0601  HISTORY     - 1987     GOOD             NGS
 SC0601  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 SC0601  HISTORY     - 20051120 GOOD             USPSQD
 SC0601
 SC0601                          STATION DESCRIPTION
 SC0601
 SC0601'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 SC0601'1.9 MI S FROM WARRENTON.
 SC0601'1.9 MILES SOUTH ALONG U.S. HIGHWAYS 26 AND 101 FROM THE WARRENTON HIGH
 SC0601'SCHOOL, 0.1 MILE SOUTH OF THE SIDE ROAD WEST TO CAMP RILEA, 350 FEET
 SC0601'WEST OF THE HIGHWAY AT THE NORTH END OF THE FIRST CONCRETE STEP AT THE
 SC0601'MAIN ENTRANCE TO THE PIONEER PRESBYTERIAN CHURCH.
 SC0601
 SC0601                          STATION RECOVERY (1987)
 SC0601
 SC0601'RECOVERY NOTE BY US POWER SQUADRON 1987 (RCC)
 SC0601'RECOVERED IN GOOD CONDITION.
 SC0601
 SC0601                          STATION RECOVERY (1987)
 SC0601
 SC0601'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SC0601'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  14.7 KM
 SC0601'(9.15 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM ITS JUNCTION WITH
 SC0601'BROADWAY AVENUE IN SEASIDE, IN THE NORTH END OF THE CONCRETE APRON OF
 SC0601'THE EAST ENTRANCE OF THE GREY MEMORIAL CHAPEL, 106.7 M (350.1 FT)
 SC0601'WEST OF THE CENTERLINE OF THE HIGHWAY, 2.3 M (7.5 FT) NORTH OF THE
 SC0601'CENTER OF THE ENTRANCE, 0.3 M (1.0 FT) SOUTH OF THE NORTH END OF THE
 SC0601'APRON, AND 0.3 M (1.0 FT) EAST OF THE NORTHEAST CORNER OF THE NORTH
 SC0601'BANNISTER.  NOTE--NOT LEVELED DUE TO SHRUBBERY.
 SC0601'THE MARK IS 0.1 M ABOVE THE HIGHWAY.
 SC0601
 SC0601                          STATION RECOVERY (1989)
 SC0601
 SC0601'RECOVERY NOTE BY US POWER SQUADRON 1989 (MLK)
 SC0601'MARK NOT FOUND.
 SC0601
 SC0601                          STATION RECOVERY (2005)
 SC0601
 SC0601'RECOVERY NOTE BY US POWER SQUADRON 2005 (RCC)
 SC0601'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0323 ***********************************************************************
 RC0323  DESIGNATION -  H 276
 RC0323  PID         -  RC0323
 RC0323  STATE/COUNTY-  OR/GILLIAM
 RC0323  USGS QUAD   -  MATNEY FLAT (1970)
 RC0323
 RC0323                         *CURRENT SURVEY CONTROL
 RC0323  ___________________________________________________________________
 RC0323* NAD 83(1986)-  45 13 43.     (N)    120 03 36.     (W)     SCALED    
 RC0323* NAVD 88     -       676.946  (meters)    2220.95   (feet)  ADJUSTED  
 RC0323  ___________________________________________________________________
 RC0323  GEOID HEIGHT-         -20.47  (meters)                     GEOID03
 RC0323  DYNAMIC HT  -         676.819 (meters)    2220.53  (feet)  COMP
 RC0323  MODELED GRAV-     980,407.9   (mgal)                       NAVD 88
 RC0323
 RC0323  VERT ORDER  -  SECOND    CLASS 0
 RC0323
 RC0323.The horizontal coordinates were scaled from a topographic map and have
 RC0323.an estimated accuracy of +/- 6 seconds.
 RC0323
 RC0323.The orthometric height was determined by differential leveling
 RC0323.and adjusted in June 1991.
 RC0323
 RC0323.The geoid height was determined by GEOID03.
 RC0323
 RC0323.The dynamic height is computed by dividing the NAVD 88
 RC0323.geopotential number by the normal gravity value computed on the
 RC0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0323.degrees latitude (g = 980.6199 gals.).
 RC0323
 RC0323.The modeled gravity was interpolated from observed gravity values.
 RC0323
 RC0323;                    North         East    Units  Estimated Accuracy
 RC0323;SPC OR N     -   173,660.    2,534,550.      MT  (+/- 180 meters Scaled)
 RC0323
 RC0323                          SUPERSEDED SURVEY CONTROL
 RC0323
 RC0323  NGVD 29 (??/??/92)  675.858  (m)         2217.38   (f) ADJ UNCH    2 0
 RC0323
 RC0323.Superseded values are not recommended for survey control.
 RC0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0323.See file dsdata.txt to determine how the superseded data were derived.
 RC0323
 RC0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGR307125(NAD 83)
 RC0323_MARKER: DD = SURVEY DISK
 RC0323_SETTING: 66 = SET IN ROCK OUTCROP
 RC0323_SP_SET: ROCK OUTCROP
 RC0323_STAMPING: H 276 1939 2217.7
 RC0323_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RC0323+STABILITY: POSITION/ELEVATION WELL
 RC0323
 RC0323  HISTORY     - Date     Condition        Report By
 RC0323  HISTORY     - 1939     MONUMENTED       ORDT
 RC0323  HISTORY     - 1962     GOOD             NGS
 RC0323  HISTORY     - 1970     MARK NOT FOUND   ORDT
 RC0323
 RC0323                          STATION DESCRIPTION
 RC0323
 RC0323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RC0323'6.8 MI NE FROM CONDON.
 RC0323'WAS FROM THE POST OFFICE AT CONDON, ABOUT 6.8 MILES NORTHEAST ALONG
 RC0323'STATE HIGHWAY 206, 0.4 MILE WEST OF HIGHWAY BRIDGE NUMBER 300-54.3,
 RC0323'SET AT THE BASE OF THE MOST SOUTHERLY EDGE OF A SMALL ROCK OUTCROP,
 RC0323'51.0 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET IN A ROCK
 RC0323'SHELF, FLUSH WITH THE GROUND, 6.5 FEET NORTH OF THE NORTH BANK OF A
 RC0323'SMALL STREAM THAT PARALLELS THE HIGHWAY ON THE NORTH.  THIS MARK WAS
 RC0323'NOT FOUND.
 RC0323
 RC0323                          STATION RECOVERY (1970)
 RC0323
 RC0323'RECOVERY NOTE BY OREGON DEPARTMENT OF TRANSPORTATION 1970
 RC0323'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0548 ***********************************************************************
 NY0548  DESIGNATION -  H 277
 NY0548  PID         -  NY0548
 NY0548  STATE/COUNTY-  OR/KLAMATH
 NY0548  USGS QUAD   -  S' OCHOLIS CANYON (1988)
 NY0548
 NY0548                         *CURRENT SURVEY CONTROL
 NY0548  ___________________________________________________________________
 NY0548* NAD 83(1986)-  42 37 02.     (N)    121 44 34.     (W)     SCALED    
 NY0548* NAVD 88     -      1306.654  (meters)    4286.91   (feet)  ADJUSTED  
 NY0548  ___________________________________________________________________
 NY0548  GEOID HEIGHT-         -22.12  (meters)                     GEOID03
 NY0548  DYNAMIC HT  -        1305.902 (meters)    4284.45  (feet)  COMP
 NY0548  MODELED GRAV-     980,000.6   (mgal)                       NAVD 88
 NY0548
 NY0548  VERT ORDER  -  SECOND    CLASS 0
 NY0548
 NY0548.The horizontal coordinates were scaled from a topographic map and have
 NY0548.an estimated accuracy of +/- 6 seconds.
 NY0548
 NY0548.The orthometric height was determined by differential leveling
 NY0548.and adjusted in June 1991.
 NY0548
 NY0548.The geoid height was determined by GEOID03.
 NY0548
 NY0548.The dynamic height is computed by dividing the NAVD 88
 NY0548.geopotential number by the normal gravity value computed on the
 NY0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0548.degrees latitude (g = 980.6199 gals.).
 NY0548
 NY0548.The modeled gravity was interpolated from observed gravity values.
 NY0548
 NY0548;                    North         East    Units  Estimated Accuracy
 NY0548;SPC OR S     -   106,350.    1,398,050.      MT  (+/- 180 meters Scaled)
 NY0548
 NY0548                          SUPERSEDED SURVEY CONTROL
 NY0548
 NY0548  NGVD 29 (??/??/92) 1305.519  (m)         4283.19   (f) ADJ UNCH    2 0
 NY0548
 NY0548.Superseded values are not recommended for survey control.
 NY0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0548.See file dsdata.txt to determine how the superseded data were derived.
 NY0548
 NY0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFN031190(NAD 83)
 NY0548_MARKER: DB = BENCH MARK DISK
 NY0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0548_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NY0548_STAMPING: 4283 H 277 1934
 NY0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0548+STABILITY: SURFACE MOTION
 NY0548
 NY0548  HISTORY     - Date     Condition        Report By
 NY0548  HISTORY     - 1934     MONUMENTED       ORGS
 NY0548
 NY0548                          STATION DESCRIPTION
 NY0548
 NY0548'DESCRIBED BY OREGON GEODETIC SURVEY 1934
 NY0548'7.7 MI NE FROM CHILOQUIN.
 NY0548'ABOUT 7.7 MILES NORTHEAST ALONG THE SPRAGUE RIVER ROAD FROM THE
 NY0548'SOUTHERN PACIFIC CO. RAILROAD STATION AT CHILOQUIN, KLAMATH COUNTY,
 NY0548'ABOUT 244 FEET EAST OF THE CENTER LINE OF A ROAD LEADING SOUTH TO
 NY0548'CRAWFORD RANCH, ON THE SUMMIT OF A SMALL RISE, 48 FEET SOUTH OF THE
 NY0548'CENTER LINE OF THE MAIN ROAD, 8 FEET SOUTH OF A FENCE, AND 2 FEET WEST
 NY0548'OF A WHITE WOODEN WITNESS POST.  A STATE SURVEY STANDARD DISK, STAMPED
 NY0548'4283 H 277 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 NY0548'3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0351 ***********************************************************************
 PB0351  DESIGNATION -  H 282
 PB0351  PID         -  PB0351
 PB0351  STATE/COUNTY-  OR/KLAMATH
 PB0351  USGS QUAD   -  MASTEN BUTTE (1981)
 PB0351
 PB0351                         *CURRENT SURVEY CONTROL
 PB0351  ___________________________________________________________________
 PB0351* NAD 83(1986)-  43 34 29.     (N)    121 34 55.     (W)     SCALED    
 PB0351* NAVD 88     -      1311.33   (+/-2cm)    4302.3    (feet)  VERTCON   
 PB0351  ___________________________________________________________________
 PB0351  GEOID HEIGHT-         -21.08  (meters)                     GEOID03
 PB0351  VERT ORDER  -  THIRD (See Below)
 PB0351
 PB0351.The horizontal coordinates were scaled from a topographic map and have
 PB0351.an estimated accuracy of +/- 6 seconds.
 PB0351
 PB0351.The NAVD 88 height was computed by applying the VERTCON shift value to
 PB0351.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PB0351.The vertical order pertains to the NGVD 29 superseded value.
 PB0351
 PB0351.The geoid height was determined by GEOID03.
 PB0351
 PB0351;                    North         East    Units  Estimated Accuracy
 PB0351;SPC OR S     -   212,520.    1,412,610.      MT  (+/- 180 meters Scaled)
 PB0351
 PB0351                          SUPERSEDED SURVEY CONTROL
 PB0351
 PB0351  NGVD 29 (??/??/??) 1310.07   (m)         4298.1    (f) RESET       3  
 PB0351
 PB0351.Superseded values are not recommended for survey control.
 PB0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0351.See file dsdata.txt to determine how the superseded data were derived.
 PB0351
 PB0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP145256(NAD 83)
 PB0351_MARKER: DD = SURVEY DISK
 PB0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0351_STAMPING: H 282 1942
 PB0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0351+STABILITY: SURFACE MOTION
 PB0351
 PB0351  HISTORY     - Date     Condition        Report By
 PB0351  HISTORY     - 1942     MONUMENTED       ORDT
 PB0351  HISTORY     - 1953     MARK NOT FOUND   NGS
 PB0351  HISTORY     - 19880719 MARK NOT FOUND   NGS
 PB0351
 PB0351                          STATION DESCRIPTION
 PB0351
 PB0351'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1942
 PB0351'9.9 MI NE FROM CRESCENT.
 PB0351'ABOUT 9.9 MILES NORTHEAST OF CRESCENT ON THE DALLES-CALIFORNIA
 PB0351'HIGHWAY, NEAR MILEAGE 179.3, 30 FEET WEST OF HIGHWAY CENTER, 25 FEET
 PB0351'NORTH OF IRRIGATION CANAL CULVERT.  DISK STAMPED H 282 1942 IN
 PB0351'CONCRETE POST.
 PB0351
 PB0351                          STATION RECOVERY (1953)
 PB0351
 PB0351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 PB0351'MARK NOT FOUND.
 PB0351
 PB0351                          STATION RECOVERY (1988)
 PB0351
 PB0351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 PB0351'THERE HAS BEEN EXTENSIVE GRADEING AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0743 ***********************************************************************
 RD0743  DESIGNATION -  H 283
 RD0743  PID         -  RD0743
 RD0743  STATE/COUNTY-  OR/TILLAMOOK
 RD0743  USGS QUAD   -  JORDAN CREEK (1984)
 RD0743
 RD0743                         *CURRENT SURVEY CONTROL
 RD0743  ___________________________________________________________________
 RD0743* NAD 83(1986)-  45 35 30.     (N)    123 31 02.     (W)     SCALED    
 RD0743* NAVD 88     -       195.565  (meters)     641.62   (feet)  ADJUSTED  
 RD0743  ___________________________________________________________________
 RD0743  GEOID HEIGHT-         -20.62  (meters)                     GEOID03
 RD0743  DYNAMIC HT  -         195.581 (meters)     641.67  (feet)  COMP
 RD0743  MODELED GRAV-     980,689.6   (mgal)                       NAVD 88
 RD0743
 RD0743  VERT ORDER  -  SECOND    CLASS 0
 RD0743
 RD0743.The horizontal coordinates were scaled from a topographic map and have
 RD0743.an estimated accuracy of +/- 6 seconds.
 RD0743
 RD0743.The orthometric height was determined by differential leveling
 RD0743.and adjusted in June 1991.
 RD0743
 RD0743.The geoid height was determined by GEOID03.
 RD0743
 RD0743.The dynamic height is computed by dividing the NAVD 88
 RD0743.geopotential number by the normal gravity value computed on the
 RD0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0743.degrees latitude (g = 980.6199 gals.).
 RD0743
 RD0743.The modeled gravity was interpolated from observed gravity values.
 RD0743
 RD0743;                    North         East    Units  Estimated Accuracy
 RD0743;SPC OR N     -   218,310.    2,264,640.      MT  (+/- 180 meters Scaled)
 RD0743
 RD0743                          SUPERSEDED SURVEY CONTROL
 RD0743
 RD0743  NGVD 29 (??/??/92)  194.507  (m)          638.14   (f) ADJ UNCH    2 0
 RD0743
 RD0743.Superseded values are not recommended for survey control.
 RD0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0743.See file dsdata.txt to determine how the superseded data were derived.
 RD0743
 RD0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR596488(NAD 83)
 RD0743_MARKER: DD = SURVEY DISK
 RD0743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0743_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0743_STAMPING: H 283 1939
 RD0743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0743+STABILITY: SURFACE MOTION
 RD0743
 RD0743  HISTORY     - Date     Condition        Report By
 RD0743  HISTORY     - 1939     MONUMENTED       ORDT
 RD0743  HISTORY     - 1962     GOOD             NGS
 RD0743  HISTORY     - 19921025 GOOD             USPSQD
 RD0743
 RD0743                          STATION DESCRIPTION
 RD0743
 RD0743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RD0743'14.3 MI SW FROM GLENWOOD.
 RD0743'REACHED FROM THE POST OFFICE AT GLENWOOD GO SOUTHWEST ALONG STATE
 RD0743'HIGHWAY 6 FOR 14.3 MILES, 0.5 MILE WEST OF HIGHWAY MILE POST 25, ABOUT
 RD0743'35 YARDS WEST OF A TRACK ROAD, 40 FEET SOUTH OF THE CENTER LINE OF THE
 RD0743'HIGHWAY AND ABOUT 1-FOOT LOWER, AND 0.5 FOOT WEST OF A METAL WITNESS
 RD0743'POST.
 RD0743
 RD0743                          STATION RECOVERY (1992)
 RD0743
 RD0743'RECOVERY NOTE BY US POWER SQUADRON 1992 (KRN)
 RD0743'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0531 ***********************************************************************
 OA0531  TIDAL BM    -  This is a Tidal Bench Mark.
 OA0531  DESIGNATION -  H 286
 OA0531  PID         -  OA0531
 OA0531  STATE/COUNTY-  OR/COOS
 OA0531  USGS QUAD   -  CHARLESTON (1970)
 OA0531
 OA0531                         *CURRENT SURVEY CONTROL
 OA0531  ___________________________________________________________________
 OA0531* NAD 83(1986)-  43 20 15.     (N)    124 22 10.     (W)     SCALED    
 OA0531* NAVD 88     -        17.825  (meters)      58.48   (feet)  POSTED    
 OA0531  ___________________________________________________________________
 OA0531  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 OA0531  DYNAMIC HT  -          17.820 (meters)      58.46  (feet)  COMP
 OA0531  MODELED GRAV-     980,454.9   (mgal)                       NAVD 88
 OA0531
 OA0531  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 OA0531
 OA0531.The horizontal coordinates were scaled from a topographic map and have
 OA0531.an estimated accuracy of +/- 6 seconds.
 OA0531
 OA0531.The orthometric height was determined by differential leveling
 OA0531.and adjusted by the  in 1992.
 OA0531.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 OA0531.was located on a no-check spur therefore a value was not computed.
 OA0531.No vertical observational check was made to the station.
 OA0531
 OA0531.This Tidal Bench Mark is designated as VM 8781
 OA0531.by the Center for Operational Oceanographic Products and Services.
 OA0531
 OA0531.The geoid height was determined by GEOID03.
 OA0531
 OA0531.The dynamic height is computed by dividing the NAVD 88
 OA0531.geopotential number by the normal gravity value computed on the
 OA0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0531.degrees latitude (g = 980.6199 gals.).
 OA0531
 OA0531.The modeled gravity was interpolated from observed gravity values.
 OA0531
 OA0531;                    North         East    Units  Estimated Accuracy
 OA0531;SPC OR S     -   192,850.    1,186,360.      MT  (+/- 180 meters Scaled)
 OA0531
 OA0531                          SUPERSEDED SURVEY CONTROL
 OA0531
 OA0531  NGVD 29 (??/??/92)   16.694  (m)           54.77   (f) ADJ UNCH    1 2
 OA0531
 OA0531.Superseded values are not recommended for survey control.
 OA0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0531.See file dsdata.txt to determine how the superseded data were derived.
 OA0531
 OA0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN889992(NAD 83)
 OA0531_MARKER: DD = SURVEY DISK
 OA0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA0531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OA0531_STAMPING: 54.2 H 286 1939
 OA0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0531+STABILITY: SURFACE MOTION
 OA0531
 OA0531  HISTORY     - Date     Condition        Report By
 OA0531  HISTORY     - 1939     MONUMENTED       ORDT
 OA0531  HISTORY     - 1941     GOOD             NGS
 OA0531  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 OA0531  HISTORY     - 20010929 MARK NOT FOUND   USPSQD
 OA0531
 OA0531                          STATION DESCRIPTION
 OA0531
 OA0531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 OA0531'2.5 MI SW FROM CHARLESTON.
 OA0531'2.5 MILES SOUTHWEST ALONG THE CAPE ARAGO HIGHWAY FROM CHARLESTON, COOS
 OA0531'COUNTY, 33 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 18 FEET SOUTH
 OA0531'OF A ROAD LEADING TO A LIGHTHOUSE, AND AT A WHITE WOODEN POST
 OA0531'STENCILED U.S.B.M.  AN OREGON STATE HIGHWAY DEPARTMENT STANDARD DISK,
 OA0531'STAMPED 54.2 H 286 1939 AND SET IN THE TOP OF A CONCRETE POST.
 OA0531
 OA0531                          STATION RECOVERY (1984)
 OA0531
 OA0531'RECOVERY NOTE BY US POWER SQUADRON 1984
 OA0531'MARK NOT FOUND.
 OA0531
 OA0531                          STATION RECOVERY (2001)
 OA0531
 OA0531'RECOVERY NOTE BY US POWER SQUADRON 2001 (EHR)
 OA0531'FOUND CONCRETE MONUMENT, BUT NO DISK. APPARENTLY VANDALIZED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0743 ***********************************************************************
 QE0743  DESIGNATION -  H 287
 QE0743  PID         -  QE0743
 QE0743  STATE/COUNTY-  OR/BENTON
 QE0743  USGS QUAD   -  WREN (1984)
 QE0743
 QE0743                         *CURRENT SURVEY CONTROL
 QE0743  ___________________________________________________________________
 QE0743* NAD 83(1986)-  44 36 32.     (N)    123 25 41.     (W)     SCALED    
 QE0743* NAVD 88     -       180.002  (meters)     590.56   (feet)  ADJUSTED  
 QE0743  ___________________________________________________________________
 QE0743  GEOID HEIGHT-         -22.13  (meters)                     GEOID03
 QE0743  DYNAMIC HT  -         179.993 (meters)     590.53  (feet)  COMP
 QE0743  MODELED GRAV-     980,565.2   (mgal)                       NAVD 88
 QE0743
 QE0743  VERT ORDER  -  SECOND    CLASS 0
 QE0743
 QE0743.The horizontal coordinates were scaled from a topographic map and have
 QE0743.an estimated accuracy of +/- 6 seconds.
 QE0743
 QE0743.The orthometric height was determined by differential leveling
 QE0743.and adjusted in June 1991.
 QE0743
 QE0743.The geoid height was determined by GEOID03.
 QE0743
 QE0743.The dynamic height is computed by dividing the NAVD 88
 QE0743.geopotential number by the normal gravity value computed on the
 QE0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0743.degrees latitude (g = 980.6199 gals.).
 QE0743
 QE0743.The modeled gravity was interpolated from observed gravity values.
 QE0743
 QE0743;                    North         East    Units  Estimated Accuracy
 QE0743;SPC OR N     -   108,910.    2,267,630.      MT  (+/- 180 meters Scaled)
 QE0743
 QE0743                          SUPERSEDED SURVEY CONTROL
 QE0743
 QE0743  NGVD 29 (??/??/92)  178.990  (m)          587.24   (f) ADJ UNCH    2 0
 QE0743
 QE0743.Superseded values are not recommended for survey control.
 QE0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0743.See file dsdata.txt to determine how the superseded data were derived.
 QE0743
 QE0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ660395(NAD 83)
 QE0743_MARKER: DD = SURVEY DISK
 QE0743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QE0743_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QE0743_STAMPING: H 287 1939
 QE0743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE0743+STABILITY: SURFACE MOTION
 QE0743
 QE0743  HISTORY     - Date     Condition        Report By
 QE0743  HISTORY     - 1939     MONUMENTED       ORDT
 QE0743  HISTORY     - 1968     MARK NOT FOUND   NGS
 QE0743
 QE0743                          STATION DESCRIPTION
 QE0743
 QE0743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 QE0743'1.4 MI N FROM WREN.
 QE0743'SEARCHED FOR BUT NOT RECOVERED.  THIS HAS BEEN THE LOCATION FOR A
 QE0743'HIGHWAY STOCK PILE AND THIS MARK MAY HAVE BEEN DISTURBED.  THE
 QE0743'FOLLOWING IS THE ORIGINAL DESCRIPTION.  1.4 MILES NORTH ALONG THE
 QE0743'DALLAS-KINGS VALLEY HIGHWAY (OREGON 223 FROM WREN, BENTON COUNTY, ON
 QE0743'THE OUTSIDE OF A LONG CURVE, AT A ROAD INTERSECTION, 60 FEET SOUTH OF
 QE0743'THE CENTER LINE OF THE SIDE ROAD, 45 FEET WEST OF THE CENTER LINE OF
 QE0743'THE HIGHWAY, NEAR A WHITE WITNESS POST, AND SET ABOUT 2 FEET HIGHER
 QE0743'THAN THE HIGHWAY.  AN OREGON STATE HIGHWAY DEPARTMENT STANDARD DISK,
 QE0743'STAMPED H 287 1939 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0276 ***********************************************************************
 NY0276  DESIGNATION -  H 288
 NY0276  PID         -  NY0276
 NY0276  STATE/COUNTY-  OR/KLAMATH
 NY0276  USGS QUAD   -  BEATTY (1988)
 NY0276
 NY0276                         *CURRENT SURVEY CONTROL
 NY0276  ___________________________________________________________________
 NY0276* NAD 83(1986)-  42 23 30.     (N)    121 22 11.     (W)     SCALED    
 NY0276* NAVD 88     -      1336.004  (meters)    4383.21   (feet)  ADJUSTED  
 NY0276  ___________________________________________________________________
 NY0276  GEOID HEIGHT-         -21.89  (meters)                     GEOID03
 NY0276  DYNAMIC HT  -        1335.209 (meters)    4380.60  (feet)  COMP
 NY0276  MODELED GRAV-     979,979.5   (mgal)                       NAVD 88
 NY0276
 NY0276  VERT ORDER  -  FIRST     CLASS II
 NY0276
 NY0276.The horizontal coordinates were scaled from a topographic map and have
 NY0276.an estimated accuracy of +/- 6 seconds.
 NY0276
 NY0276.The orthometric height was determined by differential leveling
 NY0276.and adjusted in June 1991.
 NY0276
 NY0276.The geoid height was determined by GEOID03.
 NY0276
 NY0276.The dynamic height is computed by dividing the NAVD 88
 NY0276.geopotential number by the normal gravity value computed on the
 NY0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0276.degrees latitude (g = 980.6199 gals.).
 NY0276
 NY0276.The modeled gravity was interpolated from observed gravity values.
 NY0276
 NY0276;                    North         East    Units  Estimated Accuracy
 NY0276;SPC OR S     -    80,910.    1,428,390.      MT  (+/- 180 meters Scaled)
 NY0276
 NY0276                          SUPERSEDED SURVEY CONTROL
 NY0276
 NY0276  NGVD 29 (??/??/92) 1334.892  (m)         4379.56   (f) ADJ UNCH    1 2
 NY0276
 NY0276.Superseded values are not recommended for survey control.
 NY0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0276.See file dsdata.txt to determine how the superseded data were derived.
 NY0276
 NY0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM341945(NAD 83)
 NY0276_MARKER: DB = BENCH MARK DISK
 NY0276_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NY0276_SP_SET: CULVERT
 NY0276_STAMPING: H 288 1934 4380
 NY0276_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NY0276
 NY0276  HISTORY     - Date     Condition        Report By
 NY0276  HISTORY     - 1934     MONUMENTED       CGS
 NY0276  HISTORY     - 1942     GOOD             NGS
 NY0276  HISTORY     - 1968     GOOD             NGS
 NY0276  HISTORY     - 20040830 MARK NOT FOUND   ORDT
 NY0276
 NY0276                          STATION DESCRIPTION
 NY0276
 NY0276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NY0276'15.6 MI E FROM DAIRY.
 NY0276'15.6 MILES EAST OF POST OFFICE ALONG LAKEVIEW ROAD, 17 FEET WEST OF
 NY0276'CENTER LINE OF ROAD, AT FOOT OF BLY MOUNTAIN PASS.  SET IN CULVERT
 NY0276'OVER SMALL STREAM.  WITNESS POST SET.
 NY0276
 NY0276                          STATION RECOVERY (1968)
 NY0276
 NY0276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 NY0276'RECOVERED IN GOOD CONDITION.
 NY0276
 NY0276                          STATION RECOVERY (2004)
 NY0276
 NY0276'RECOVERY NOTE BY OREGON DEPARTMENT OF TRANSPORTATION 2004 (JW)
 NY0276'CULVERT REFERRED TO IN DESCRIPTION HAS BEEN REBUILT. PARAPET AND WING
 NY0276'WALLS HAVE BEEN REPLACED IN THE PAST FEW YEARS. NO CAP APPARENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0878 ***********************************************************************
 PC0878  DESIGNATION -  H 29
 PC0878  PID         -  PC0878
 PC0878  STATE/COUNTY-  OR/LANE
 PC0878  USGS QUAD   -  MOUNT JUNE (1986)
 PC0878
 PC0878                         *CURRENT SURVEY CONTROL
 PC0878  ___________________________________________________________________
 PC0878* NAD 83(1991)-  43 50 48.45658(N)    122 44 51.77203(W)     ADJUSTED  
 PC0878* NAVD 88     -       923.10   (+/-2cm)    3028.5    (feet)  VERTCON   
 PC0878  ___________________________________________________________________
 PC0878  LAPLACE CORR-           5.28  (seconds)                    DEFLEC99
 PC0878  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 PC0878  HORZ ORDER  -  SECOND
 PC0878  VERT ORDER  -  THIRD ? (See Below)
 PC0878
 PC0878.The horizontal coordinates were established by classical geodetic methods
 PC0878.and adjusted by the National Geodetic Survey in October 1991.
 PC0878
 PC0878.The NAVD 88 height was computed by applying the VERTCON shift value to
 PC0878.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PC0878.The vertical order pertains to the NGVD 29 superseded value.
 PC0878
 PC0878.The Laplace correction was computed from DEFLEC99 derived deflections.
 PC0878
 PC0878.The geoid height was determined by GEOID03.
 PC0878
 PC0878;                    North         East     Units Scale Factor Converg.
 PC0878;SPC OR S     -   244,606.377 1,319,284.208   MT  0.99996467   -1 32 16.0
 PC0878;SPC OR S     -   802,514.36  4,328,360.26   iFT  0.99996467   -1 32 16.0
 PC0878;UTM  10      - 4,854,887.688   520,278.748   MT  0.99960506   +0 10 29.2
 PC0878
 PC0878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC0878!SPC OR S     -   0.99985887  x   0.99996467  =   0.99982355
 PC0878!UTM  10      -   0.99985887  x   0.99960506  =   0.99946399
 PC0878
 PC0878                          SUPERSEDED SURVEY CONTROL
 PC0878
 PC0878  NAD 83(1986)-  43 50 48.46874(N)    122 44 51.79268(W) AD(       ) 2
 PC0878  NAD 27      -  43 50 49.01920(N)    122 44 47.56550(W) AD(       ) 2
 PC0878  NGVD 29 (07/19/86)  921.96   (m)         3024.8    (f) LEVELING    3  
 PC0878
 PC0878.Superseded values are not recommended for survey control.
 PC0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0878.See file dsdata.txt to determine how the superseded data were derived.
 PC0878
 PC0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP2027954888(NAD 83)
 PC0878
 PC0878  HISTORY     - Date     Condition        Report By
 PC0878  HISTORY     - 1953     MONUMENTED       USGS
 PC0878
 PC0878                          STATION DESCRIPTION
 PC0878
 PC0878'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 PC0878'SEE STATION EAGLE REST
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0464 ***********************************************************************
 RC0464  DESIGNATION -  H 290
 RC0464  PID         -  RC0464
 RC0464  STATE/COUNTY-  OR/WASCO
 RC0464  USGS QUAD   -  DEAD DOG CANYON (1971)
 RC0464
 RC0464                         *CURRENT SURVEY CONTROL
 RC0464  ___________________________________________________________________
 RC0464* NAD 83(1986)-  45 09 33.     (N)    120 53 36.     (W)     SCALED    
 RC0464* NAVD 88     -       707.346  (meters)    2320.68   (feet)  POSTED    
 RC0464  ___________________________________________________________________
 RC0464  GEOID HEIGHT-         -21.07  (meters)                     GEOID03
 RC0464  DYNAMIC HT  -         707.200 (meters)    2320.21  (feet)  COMP
 RC0464  MODELED GRAV-     980,383.2   (mgal)                       NAVD 88
 RC0464
 RC0464  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 RC0464
 RC0464.The horizontal coordinates were scaled from a topographic map and have
 RC0464.an estimated accuracy of +/- 6 seconds.
 RC0464
 RC0464.The orthometric height was determined by differential leveling
 RC0464.and adjusted by the  in 1992.
 RC0464.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 RC0464.rate of 2.1 thru 3.0 mm/km.
 RC0464
 RC0464.The geoid height was determined by GEOID03.
 RC0464
 RC0464.The dynamic height is computed by dividing the NAVD 88
 RC0464.geopotential number by the normal gravity value computed on the
 RC0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0464.degrees latitude (g = 980.6199 gals.).
 RC0464
 RC0464.The modeled gravity was interpolated from observed gravity values.
 RC0464
 RC0464;                    North         East    Units  Estimated Accuracy
 RC0464;SPC OR N     -   165,920.    2,469,080.      MT  (+/- 180 meters Scaled)
 RC0464
 RC0464                          SUPERSEDED SURVEY CONTROL
 RC0464
 RC0464  NGVD 29 (??/??/92)  706.250  (m)         2317.09   (f) ADJ UNCH    2 0
 RC0464
 RC0464.Superseded values are not recommended for survey control.
 RC0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0464.See file dsdata.txt to determine how the superseded data were derived.
 RC0464
 RC0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR655027(NAD 83)
 RC0464_MARKER: DD = SURVEY DISK
 RC0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC0464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC0464_STAMPING: H 290 1934
 RC0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0464+STABILITY: SURFACE MOTION
 RC0464
 RC0464  HISTORY     - Date     Condition        Report By
 RC0464  HISTORY     - 1934     MONUMENTED       ORGS
 RC0464  HISTORY     - 1961     MARK NOT FOUND   NGS
 RC0464
 RC0464                          STATION DESCRIPTION
 RC0464
 RC0464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RC0464'11.4 MI E FROM MAUPIN.
 RC0464'ABOUT 11.4 MILES EAST ALONG THE BAKEOVEN ROAD FROM THE RIVERSIDE HOTEL
 RC0464'AT MAUPIN, ABOUT 0.1 MILE NORTH OF A LARGE WHITE HOUSE IN A ROCKY
 RC0464'CANYON, ABOUT 15 FEET WEST OF THE ROAD AND 3 FEET SOUTH OF A MAIL BOX
 RC0464'AND CAIRN.  NOTE-- THE ROAD HAS BEEN REALIGNED IN THIS AREA AND IT
 RC0464'APPEARS THAT THE MARK WOULD BE UNDER THE PRESENT ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0421 ***********************************************************************
 RC0421  DESIGNATION -  H 296
 RC0421  PID         -  RC0421
 RC0421  STATE/COUNTY-  OR/SHERMAN
 RC0421  USGS QUAD   -  MORO (1971)
 RC0421
 RC0421                         *CURRENT SURVEY CONTROL
 RC0421  ___________________________________________________________________
 RC0421* NAD 83(1986)-  45 28 09.     (N)    120 44 43.     (W)     SCALED    
 RC0421* NAVD 88     -       573.961  (meters)    1883.07   (feet)  ADJUSTED  
 RC0421  ___________________________________________________________________
 RC0421  GEOID HEIGHT-         -21.18  (meters)                     GEOID03
 RC0421  DYNAMIC HT  -         573.890 (meters)    1882.84  (feet)  COMP
 RC0421  MODELED GRAV-     980,475.0   (mgal)                       NAVD 88
 RC0421
 RC0421  VERT ORDER  -  FIRST     CLASS II
 RC0421
 RC0421.The horizontal coordinates were scaled from a topographic map and have
 RC0421.an estimated accuracy of +/- 6 seconds.
 RC0421
 RC0421.The orthometric height was determined by differential leveling
 RC0421.and adjusted in June 1991.
 RC0421
 RC0421.The geoid height was determined by GEOID03.
 RC0421
 RC0421.The dynamic height is computed by dividing the NAVD 88
 RC0421.geopotential number by the normal gravity value computed on the
 RC0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0421.degrees latitude (g = 980.6199 gals.).
 RC0421
 RC0421.The modeled gravity was interpolated from observed gravity values.
 RC0421
 RC0421;                    North         East    Units  Estimated Accuracy
 RC0421;SPC OR N     -   200,330.    2,480,820.      MT  (+/- 180 meters Scaled)
 RC0421
 RC0421                          SUPERSEDED SURVEY CONTROL
 RC0421
 RC0421  NGVD 29 (??/??/92)  572.941  (m)         1879.72   (f) ADJ UNCH    1 2
 RC0421
 RC0421.Superseded values are not recommended for survey control.
 RC0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0421.See file dsdata.txt to determine how the superseded data were derived.
 RC0421
 RC0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR762375(NAD 83)
 RC0421_MARKER: DD = SURVEY DISK
 RC0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC0421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC0421_STAMPING: 1878 H296 1934
 RC0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0421+STABILITY: SURFACE MOTION
 RC0421
 RC0421  HISTORY     - Date     Condition        Report By
 RC0421  HISTORY     - 1934     MONUMENTED       ORDT
 RC0421  HISTORY     - 1961     MARK NOT FOUND   NGS
 RC0421  HISTORY     - 1987     MARK NOT FOUND   NGS
 RC0421
 RC0421                          STATION DESCRIPTION
 RC0421
 RC0421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RC0421'1.2 MI S FROM MORO.
 RC0421'ABOUT 1.2 MILE SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 RC0421'AT MORO, ABOUT 800 FEET NORTH OF A WHITE RANCH HOUSE WEST OF U.S.
 RC0421'HIGHWAY 97, ABOUT 430 FEET NORTH OF STATION-ONE-MILE SIGN, 84 FEET
 RC0421'WEST OF THE CENTER LINE OF THE TRACK, AT THE SOUTHEAST CORNER OF A
 RC0421'WOODEN HIGHWAY BRIDGE, IN THE TOP OF THE BACK WALL.  THIS MARK WAS NOT
 RC0421'FOUND.  THERE IS NOW NEAR THIS LOCATION AN OREGON STATE HIGHWAY
 RC0421'DEPARTMENT BENCH MARK SET IN TOP OF A CONCRETE POST.  IT IS STAMPED Y
 RC0421'531 1955.
 RC0421
 RC0421                          STATION RECOVERY (1987)
 RC0421
 RC0421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RC0421'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0434 ***********************************************************************
 RB0434  DESIGNATION -  H 299
 RB0434  PID         -  RB0434
 RB0434  STATE/COUNTY-  OR/UMATILLA
 RB0434  USGS QUAD   -  THORN HOLLOW (1964)
 RB0434
 RB0434                         *CURRENT SURVEY CONTROL
 RB0434  ___________________________________________________________________
 RB0434* NAD 83(1986)-  45 41 03.     (N)    118 26 29.     (W)     SCALED    
 RB0434* NAVD 88     -       491.815  (meters)    1613.56   (feet)  ADJUSTED  
 RB0434  ___________________________________________________________________
 RB0434  GEOID HEIGHT-         -19.78  (meters)                     GEOID03
 RB0434  DYNAMIC HT  -         491.738 (meters)    1613.31  (feet)  COMP
 RB0434  MODELED GRAV-     980,445.8   (mgal)                       NAVD 88
 RB0434
 RB0434  VERT ORDER  -  FIRST     CLASS II
 RB0434
 RB0434.The horizontal coordinates were scaled from a topographic map and have
 RB0434.an estimated accuracy of +/- 6 seconds.
 RB0434
 RB0434.The orthometric height was determined by differential leveling
 RB0434.and adjusted in June 1991.
 RB0434
 RB0434.The geoid height was determined by GEOID03.
 RB0434
 RB0434.The dynamic height is computed by dividing the NAVD 88
 RB0434.geopotential number by the normal gravity value computed on the
 RB0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0434.degrees latitude (g = 980.6199 gals.).
 RB0434
 RB0434.The modeled gravity was interpolated from observed gravity values.
 RB0434
 RB0434;                    North         East    Units  Estimated Accuracy
 RB0434;SPC OR N     -   226,240.    2,660,340.      MT  (+/- 180 meters Scaled)
 RB0434
 RB0434                          SUPERSEDED SURVEY CONTROL
 RB0434
 RB0434  NGVD 29 (??/??/92)  490.783  (m)         1610.18   (f) ADJ UNCH    1 2
 RB0434
 RB0434.Superseded values are not recommended for survey control.
 RB0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0434.See file dsdata.txt to determine how the superseded data were derived.
 RB0434
 RB0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL877599(NAD 83)
 RB0434_MARKER: DD = SURVEY DISK
 RB0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0434_STAMPING: H 299 1610 1934
 RB0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0434+STABILITY: SURFACE MOTION
 RB0434
 RB0434  HISTORY     - Date     Condition        Report By
 RB0434  HISTORY     - 1934     MONUMENTED       ORGS
 RB0434  HISTORY     - 1951     GOOD             NGS
 RB0434
 RB0434                          STATION DESCRIPTION
 RB0434
 RB0434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 RB0434'1.25 MI W FROM THORN HOLLOW.
 RB0434'1.25 MILES WEST ALONG THE UNION PACIFIC RAILROAD TRACK FROM THE SCHOOL
 RB0434'HOUSE AT THORN HOLLOW, AT THE WEST END OF A CUT AND ABOUT 335 FEET
 RB0434'WEST OF THE CULVERT NUMBER 233.31, 31.8 FEET NORTH OF THE NORTH RAIL
 RB0434'OF U.P.R.R. TRACK, 1.7 FEET SOUTH OF THE NORTH RAILROAD RIGHT OF WAY
 RB0434'FENCE, 897 FEET NORTH OF THE WITNESS POST AND ABOUT LEVEL WITH TRACK,
 RB0434'AND SET IN TOP OF A CONCRETE POST PRJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0217 ***********************************************************************
 RB0217  DESIGNATION -  H 3
 RB0217  PID         -  RB0217
 RB0217  STATE/COUNTY-  OR/UNION
 RB0217  USGS QUAD   -  LA GRANDE (1994)
 RB0217
 RB0217                         *CURRENT SURVEY CONTROL
 RB0217  ___________________________________________________________________
 RB0217* NAD 83(1986)-  45 20 46.     (N)    118 07 28.     (W)     SCALED    
 RB0217* NAVD 88     -       868.986  (meters)    2851.00   (feet)  ADJUSTED  
 RB0217  ___________________________________________________________________
 RB0217  GEOID HEIGHT-         -17.79  (meters)                     GEOID03
 RB0217  DYNAMIC HT  -         868.793 (meters)    2850.36  (feet)  COMP
 RB0217  MODELED GRAV-     980,366.2   (mgal)                       NAVD 88
 RB0217
 RB0217  VERT ORDER  -  FIRST     CLASS II
 RB0217
 RB0217.The horizontal coordinates were scaled from a topographic map and have
 RB0217.an estimated accuracy of +/- 6 seconds.
 RB0217
 RB0217.The orthometric height was determined by differential leveling
 RB0217.and adjusted in June 1991.
 RB0217
 RB0217.The geoid height was determined by GEOID03.
 RB0217
 RB0217.The dynamic height is computed by dividing the NAVD 88
 RB0217.geopotential number by the normal gravity value computed on the
 RB0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0217.degrees latitude (g = 980.6199 gals.).
 RB0217
 RB0217.The modeled gravity was interpolated from observed gravity values.
 RB0217
 RB0217;                    North         East    Units  Estimated Accuracy
 RB0217;SPC OR N     -   189,360.    2,686,130.      MT  (+/- 180 meters Scaled)
 RB0217
 RB0217                          SUPERSEDED SURVEY CONTROL
 RB0217
 RB0217  NGVD 29 (??/??/92)  867.912  (m)         2847.47   (f) ADJ UNCH    1 2
 RB0217
 RB0217.Superseded values are not recommended for survey control.
 RB0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0217.See file dsdata.txt to determine how the superseded data were derived.
 RB0217
 RB0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML119220(NAD 83)
 RB0217_MARKER: DB = BENCH MARK DISK
 RB0217_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RB0217_SP_SET: ABUTMENT
 RB0217_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RB0217
 RB0217  HISTORY     - Date     Condition        Report By
 RB0217  HISTORY     - 1904     MONUMENTED       CGS
 RB0217  HISTORY     - 1951     GOOD             CGS
 RB0217  HISTORY     - 1963     MARK NOT FOUND   CGS
 RB0217
 RB0217                          STATION DESCRIPTION
 RB0217
 RB0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 RB0217'2.25 MI NW FROM LAGRANDE.
 RB0217'2.25 MILES NORTHWEST ALONG THE U.S. HIGHWAY 30 FROM THE POST OFFICE AT
 RB0217'LAGRANDE, AT THE EAST END OF A LARGE STEEL TRUSS RAILROAD
 RB0217'BRIDGE(288.02) OVER THE GRANDE RONDE RIVER AND U.S. HIGHWAY 30, A
 RB0217'SQUARE HOLE IN THE SOUTH END OF THE BRIDGE SEAT OF THE EAST ABUTMENT,
 RB0217'3.2 FEET SOUTH OF THE SOUTH RAIL, 0.4 FOOT NORTH OF THE SOUTHEAST
 RB0217'BRIDGE SHOE, 1.1 FOOT NORTH OF THE BACKWALL, AND ABOUT 7 FEET LOWER
 RB0217'THAN THE TRACK.
 RB0217
 RB0217                          STATION RECOVERY (1963)
 RB0217
 RB0217'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 RB0217'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1145 ***********************************************************************
 QD1145  DESIGNATION -  H 3
 QD1145  PID         -  QD1145
 QD1145  STATE/COUNTY-  OR/LINN
 QD1145  USGS QUAD   -  SANTIAM JUNCTION (1988)
 QD1145
 QD1145                         *CURRENT SURVEY CONTROL
 QD1145  ___________________________________________________________________
 QD1145* NAD 83(1986)-  44 26 09.     (N)    121 56 39.     (W)     SCALED    
 QD1145* NAVD 88     -      1139.847  (meters)    3739.65   (feet)  ADJUSTED  
 QD1145  ___________________________________________________________________
 QD1145  GEOID HEIGHT-         -21.35  (meters)                     GEOID03
 QD1145  DYNAMIC HT  -        1139.442 (meters)    3738.32  (feet)  COMP
 QD1145  MODELED GRAV-     980,223.2   (mgal)                       NAVD 88
 QD1145
 QD1145  VERT ORDER  -  FIRST     CLASS II
 QD1145
 QD1145.The horizontal coordinates were scaled from a topographic map and have
 QD1145.an estimated accuracy of +/- 6 seconds.
 QD1145
 QD1145.The orthometric height was determined by differential leveling
 QD1145.and adjusted in June 1991.
 QD1145
 QD1145.The geoid height was determined by GEOID03.
 QD1145
 QD1145.The dynamic height is computed by dividing the NAVD 88
 QD1145.geopotential number by the normal gravity value computed on the
 QD1145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1145.degrees latitude (g = 980.6199 gals.).
 QD1145
 QD1145.The modeled gravity was interpolated from observed gravity values.
 QD1145
 QD1145;                    North         East    Units  Estimated Accuracy
 QD1145;SPC OR N     -    86,500.    2,385,030.      MT  (+/- 180 meters Scaled)
 QD1145
 QD1145                          SUPERSEDED SURVEY CONTROL
 QD1145
 QD1145  NGVD 29 (??/??/92) 1138.651  (m)         3735.72   (f) ADJ UNCH    1 2
 QD1145
 QD1145.Superseded values are not recommended for survey control.
 QD1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1145.See file dsdata.txt to determine how the superseded data were derived.
 QD1145
 QD1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ840208(NAD 83)
 QD1145_MARKER: DD = SURVEY DISK
 QD1145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD1145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QD1145_STAMPING: 3736 23 H 3 1934
 QD1145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD1145+STABILITY: SURFACE MOTION
 QD1145
 QD1145  HISTORY     - Date     Condition        Report By
 QD1145  HISTORY     - 1934     MONUMENTED       BPR
 QD1145  HISTORY     - 1963     GOOD             NGS
 QD1145
 QD1145                          STATION DESCRIPTION
 QD1145
 QD1145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 QD1145'0.35 MI SW FROM SANTIAM JUNCTION.
 QD1145'0.35 MILE SOUTHWEST ALONG U.S. HIGHWAY 20 FROM THE MOBIL SERVICE
 QD1145'STATION AND STORE AT SANTIAM JUNCTION, 110 FEET WEST OF A STOP SIGN,
 QD1145'68 FEET NORTHWEST OF THE CENTER OF U.S. HIGHWAY 20 AND 1 FOOT SOUTH OF
 QD1145'A WOODEN WITNESS POST.  THE MONUMENT PROJECTS 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0850 ***********************************************************************
 QD0850  DESIGNATION -  H 30
 QD0850  PID         -  QD0850
 QD0850  STATE/COUNTY-  OR/DESCHUTES
 QD0850  USGS QUAD   -  REDMOND (1975)
 QD0850
 QD0850                         *CURRENT SURVEY CONTROL
 QD0850  ___________________________________________________________________
 QD0850* NAD 83(1986)-  44 16 24.     (N)    121 10 26.     (W)     SCALED    
 QD0850* NAVD 88     -       914.961  (meters)    3001.83   (feet)  ADJUSTED  
 QD0850  ___________________________________________________________________
 QD0850  GEOID HEIGHT-         -21.14  (meters)                     GEOID03
 QD0850  DYNAMIC HT  -         914.656 (meters)    3000.83  (feet)  COMP
 QD0850  MODELED GRAV-     980,254.8   (mgal)                       NAVD 88
 QD0850
 QD0850  VERT ORDER  -  FIRST     CLASS II
 QD0850
 QD0850.The horizontal coordinates were scaled from a topographic map and have
 QD0850.an estimated accuracy of +/- 6 seconds.
 QD0850
 QD0850.The orthometric height was determined by differential leveling
 QD0850.and adjusted in June 1991.
 QD0850.WARNING-Repeat measurements at this control monument indicate possible
 QD0850.vertical movement.
 QD0850
 QD0850.The geoid height was determined by GEOID03.
 QD0850
 QD0850.The dynamic height is computed by dividing the NAVD 88
 QD0850.geopotential number by the normal gravity value computed on the
 QD0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0850.degrees latitude (g = 980.6199 gals.).
 QD0850
 QD0850.The modeled gravity was interpolated from observed gravity values.
 QD0850
 QD0850;                    North         East    Units  Estimated Accuracy
 QD0850;SPC OR S     -   289,790.    1,446,200.      MT  (+/- 180 meters Scaled)
 QD0850
 QD0850                          SUPERSEDED SURVEY CONTROL
 QD0850
 QD0850  NGVD 29 (??/??/92)  913.854  (m)         2998.20   (f) ADJ UNCH    1 2
 QD0850
 QD0850.Superseded values are not recommended for survey control.
 QD0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0850.See file dsdata.txt to determine how the superseded data were derived.
 QD0850
 QD0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ457038(NAD 83)
 QD0850_MARKER: DB = BENCH MARK DISK
 QD0850_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 QD0850+WITH SETTING: PAVEMENT
 QD0850_SP_SET: FOUNDATION WALL
 QD0850_STAMPING: H 30 1921 ELEV 2995.258
 QD0850_MARK LOGO: CGS   
 QD0850_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QD0850+STABILITY: POSITION/ELEVATION WELL
 QD0850_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QD0850+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1988
 QD0850
 QD0850  HISTORY     - Date     Condition        Report By
 QD0850  HISTORY     - 1921     MONUMENTED       CGS
 QD0850  HISTORY     - 1934     GOOD             NGS
 QD0850  HISTORY     - 1987     GOOD             NGS
 QD0850  HISTORY     - 19880715 GOOD             NGS
 QD0850
 QD0850                          STATION DESCRIPTION
 QD0850
 QD0850'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QD0850'IN REDMOND.
 QD0850'AT REDMOND, DESCHUTES COUNTY, AT THE SOUTHEAST CORNER OF THE
 QD0850'INTERSECTION OF SIXTH AND D STREETS, ON THE NORTHWEST CORNER OF THE
 QD0850'FORMER FIRST NATIONAL BANK BUILDING, IN THE NORTH WALL, 1.5 FEET FROM
 QD0850'THE CORNER, 2.1 FEET ABOVE THE SIDE WALK AND SET VERTICALLY.  A
 QD0850'STANDARD DISK STAMPED ELEV. 2998.258 FT. H 30 1921.
 QD0850
 QD0850                          STATION RECOVERY (1987)
 QD0850
 QD0850'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QD0850'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  IN REDMOND,
 QD0850'AT THE JUNCTION OF 6TH STREET AND DESDHUTES AVENUE, SET VERTICALLY IN
 QD0850'THE NORTH FACE OF THE DRY DOCK RESTAURANT BUILDING WALL, 9.7 M
 QD0850'(31.8 FT) EAST OF THE CENTERLINE OF THE STREET, 9.2 M (30.2 FT) SOUTH
 QD0850'OF THE CENTER OF THE AVENUE, 2.1 M (6.9 FT) SOUTH OF A CURB, AND 0.5
 QD0850'M (1.6 FT) EAST OF THE NORTHWEST CORNER OF THE BUILDING.
 QD0850'NOTE--THIS BUILDING BASEMENT IS DESIGNATED A FALLOUT SHELTER
 QD0850'AND THE FOUNDATION IS ON BEDROCK.
 QD0850'THE MARK IS 0.7 M ABOVE THE SIDEWALK.
 QD0850
 QD0850                          STATION RECOVERY (1988)
 QD0850
 QD0850'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QD0850'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC1348 ***********************************************************************
 SC1348  DESIGNATION -  H 30 2 USE 1912
 SC1348  PID         -  SC1348
 SC1348  STATE/COUNTY-  OR/COLUMBIA
 SC1348  USGS QUAD   -  KALAMA (1990)
 SC1348
 SC1348                         *CURRENT SURVEY CONTROL
 SC1348  ___________________________________________________________________
 SC1348* NAD 83(1991)-  46 01 08.14937(N)    122 52 31.33404(W)     ADJUSTED  
 SC1348* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 SC1348  ___________________________________________________________________
 SC1348  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 SC1348  GEOID HEIGHT-         -21.80  (meters)                     GEOID03
 SC1348  HORZ ORDER  -  THIRD
 SC1348
 SC1348.The horizontal coordinates were established by classical geodetic methods
 SC1348.and adjusted by the National Geodetic Survey in October 1991.
 SC1348
 SC1348.The orthometric height was scaled from a topographic map.
 SC1348
 SC1348.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1348
 SC1348.The geoid height was determined by GEOID03.
 SC1348
 SC1348;                    North         East     Units Scale Factor Converg.
 SC1348;SPC OR N     -   264,102.758 2,316,084.324   MT  1.00000487   -1 41 04.5
 SC1348;SPC OR N     -   866,478.86  7,598,701.85   iFT  1.00000487   -1 41 04.5
 SC1348;SPC WA S     -    78,973.500   316,093.310   MT  0.99996309   -1 43 31.7
 SC1348;SPC WA S     -   259,098.89  1,037,049.47   sFT  0.99996309   -1 43 31.7
 SC1348;UTM  10      - 5,096,158.340   509,647.054   MT  0.99960114   +0 05 22.8
 SC1348
 SC1348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1348!SPC OR N     -   1.00000310  x   1.00000487  =   1.00000797
 SC1348!SPC WA S     -   1.00000310  x   0.99996309  =   0.99996619
 SC1348!UTM  10      -   1.00000310  x   0.99960114  =   0.99960424
 SC1348
 SC1348:                Primary Azimuth Mark                     Grid Az
 SC1348:SPC OR N     -  CATH CH CROSS KALAMA 1913                113 46 56.0
 SC1348:SPC WA S     -  CATH CH CROSS KALAMA 1913                113 49 23.2
 SC1348:UTM  10      -  CATH CH CROSS KALAMA 1913                112 00 28.7
 SC1348
 SC1348|---------------------------------------------------------------------|
 SC1348| PID    Reference Object                     Distance      Geod. Az  |
 SC1348|                                                           dddmmss.s |
 SC1348| SC1344 CATH CH CROSS KALAMA 1913           APPROX. 3.0 KM 1120551.5 |
 SC1348| SC1327 KNIGHT 1913                          61.647 METERS 24815     |
 SC1348| SC1485 COFFIN ROCK LT 1913                 APPROX. 1.9 KM 3452023.3 |
 SC1348| SC1478 COTTONWOOD IS UP AND LOW F LT       APPROX. 5.5 KM 3514924.6 |
 SC1348| SC1488 COTTONWOOD IS LOWER REAR LT         APPROX. 5.1 KM 3551351.6 |
 SC1348|---------------------------------------------------------------------|
 SC1348
 SC1348                          SUPERSEDED SURVEY CONTROL
 SC1348
 SC1348  NAD 83(1986)-  46 01 08.16576(N)    122 52 31.32912(W) AD(       ) 3
 SC1348  NAD 27      -  46 01 08.75100(N)    122 52 26.94000(W) AD(       ) 3
 SC1348
 SC1348.Superseded values are not recommended for survey control.
 SC1348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1348.See file dsdata.txt to determine how the superseded data were derived.
 SC1348
 SC1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER0964796158(NAD 83)
 SC1348
 SC1348  HISTORY     - Date     Condition        Report By
 SC1348  HISTORY     - 1912     MONUMENTED       USE
 SC1348
 SC1348                          STATION DESCRIPTION
 SC1348
 SC1348'DESCRIBED BY US ENGINEERS 1912
 SC1348'ABOUT ONE-FOURTH MILE NORTHWEST OF THE SPOKANE, PORTLAND AND
 SC1348'SEATTLE RAILWAY STATION AT GOBLE, ON THE FOURTH CRIB OF THE
 SC1348'ABANDONED NORTHERN PACIFIC RAILWAY FERRY SLIP COUNTING FROM THE
 SC1348'NORTHWEST END.  MIDWAY, NORTH AND SOUTH, AND 1.8 METERS FROM THE
 SC1348'WESTERN END OF THE CRIB.  THE STATION IS MARKED ACCORDING TO NOTE
 SC1348'1.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0355 ***********************************************************************
 RB0355  DESIGNATION -  H 301
 RB0355  PID         -  RB0355
 RB0355  STATE/COUNTY-  OR/UMATILLA
 RB0355  USGS QUAD   -  MISSION (1974)
 RB0355
 RB0355                         *CURRENT SURVEY CONTROL
 RB0355  ___________________________________________________________________
 RB0355* NAD 83(1986)-  45 40 02.     (N)    118 40 14.     (W)     SCALED    
 RB0355* NAVD 88     -       376.905  (meters)    1236.56   (feet)  ADJUSTED  
 RB0355  ___________________________________________________________________
 RB0355  GEOID HEIGHT-         -20.53  (meters)                     GEOID03
 RB0355  DYNAMIC HT  -         376.864 (meters)    1236.43  (feet)  COMP
 RB0355  MODELED GRAV-     980,498.4   (mgal)                       NAVD 88
 RB0355
 RB0355  VERT ORDER  -  FIRST     CLASS II
 RB0355
 RB0355.The horizontal coordinates were scaled from a topographic map and have
 RB0355.an estimated accuracy of +/- 6 seconds.
 RB0355
 RB0355.The orthometric height was determined by differential leveling
 RB0355.and adjusted in June 1991.
 RB0355.WARNING-Repeat measurements at this control monument indicate possible
 RB0355.vertical movement.
 RB0355
 RB0355.The geoid height was determined by GEOID03.
 RB0355
 RB0355.The dynamic height is computed by dividing the NAVD 88
 RB0355.geopotential number by the normal gravity value computed on the
 RB0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0355.degrees latitude (g = 980.6199 gals.).
 RB0355
 RB0355.The modeled gravity was interpolated from observed gravity values.
 RB0355
 RB0355;                    North         East    Units  Estimated Accuracy
 RB0355;SPC OR N     -   223,920.    2,642,540.      MT  (+/- 180 meters Scaled)
 RB0355
 RB0355                          SUPERSEDED SURVEY CONTROL
 RB0355
 RB0355  NGVD 29 (??/??/92)  375.891  (m)         1233.24   (f) ADJ UNCH    1 2
 RB0355
 RB0355.Superseded values are not recommended for survey control.
 RB0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0355.See file dsdata.txt to determine how the superseded data were derived.
 RB0355
 RB0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL698584(NAD 83)
 RB0355_MARKER: DB = BENCH MARK DISK
 RB0355_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RB0355_SP_SET: STEP
 RB0355_STAMPING: 1234 H 301 1934
 RB0355_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RB0355
 RB0355  HISTORY     - Date     Condition        Report By
 RB0355  HISTORY     - 1934     MONUMENTED       CGS
 RB0355  HISTORY     - 1960     GOOD             NGS
 RB0355  HISTORY     - 20080917 POOR             GEOCAC
 RB0355
 RB0355                          STATION DESCRIPTION
 RB0355
 RB0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RB0355'IN MISSION.
 RB0355'MISSION, ABOUT 250 FEET SOUTH OF OREGON TRAIL, WEST OF BOTTOM CONCRETE
 RB0355'STEP AT BRICK OFFICE BUILDING OF INDIAN AGENT.  DISK STAMPED 1234 H
 RB0355'301 1934.
 RB0355
 RB0355                          STATION RECOVERY (1960)
 RB0355
 RB0355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 RB0355'RECOVERED IN GOOD CONDITION.
 RB0355
 RB0355                          STATION RECOVERY (2008)
 RB0355
 RB0355'RECOVERY NOTE BY GEOCACHING 2008 (WD)
 RB0355'THE STATION IS IN THE TOP OF A CONCRETE SIDEWALK, SIX INCHES EAST OF
 RB0355'THE BOTTOM CONCRETE STEP AT THE NORTH ENTRANCE TO BUILDING 101 ON THE
 RB0355'CAYUSE INDIAN AGENCY FACILITY.  BUILDING 101 IS A TWO STOREY BRICK
 RB0355'BUILDING THAT IS PAINTED WHITE.  IT IS LOCATED ABOUT 250 FEET SOUTH
 RB0355'OF MISSION ROAD (COUNTY HIGHWAY 900), EAST OF (LETTER) A STREET AND
 RB0355'WEST OF CONFEDERACY WAY.  ACCORDING TO THE FACILITY MANAGER AT THE
 RB0355'AGENCY, THE DISK MAY HAVE BEEN MOVED ABOUT NINE FEET EAST TO ITS
 RB0355'CURRENT POSITION WHEN THE SIDEWALKS WERE REPAIRED.  USE WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0184 ***********************************************************************
 RB0184  DESIGNATION -  H 302
 RB0184  PID         -  RB0184
 RB0184  STATE/COUNTY-  OR/UMATILLA
 RB0184  USGS QUAD   -  MEACHAM LAKE (1995)
 RB0184
 RB0184                         *CURRENT SURVEY CONTROL
 RB0184  ___________________________________________________________________
 RB0184* NAD 83(1986)-  45 28 39.     (N)    118 24 11.     (W)     SCALED    
 RB0184* NAVD 88     -      1227.221  (meters)    4026.31   (feet)  ADJUSTED  
 RB0184  ___________________________________________________________________
 RB0184  GEOID HEIGHT-         -18.55  (meters)                     GEOID03
 RB0184  DYNAMIC HT  -        1226.901 (meters)    4025.26  (feet)  COMP
 RB0184  MODELED GRAV-     980,312.4   (mgal)                       NAVD 88
 RB0184
 RB0184  VERT ORDER  -  FIRST     CLASS II
 RB0184
 RB0184.The horizontal coordinates were scaled from a topographic map and have
 RB0184.an estimated accuracy of +/- 6 seconds.
 RB0184
 RB0184.The orthometric height was determined by differential leveling
 RB0184.and adjusted in June 1991.
 RB0184
 RB0184.The geoid height was determined by GEOID03.
 RB0184
 RB0184.The dynamic height is computed by dividing the NAVD 88
 RB0184.geopotential number by the normal gravity value computed on the
 RB0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0184.degrees latitude (g = 980.6199 gals.).
 RB0184
 RB0184.The modeled gravity was interpolated from observed gravity values.
 RB0184
 RB0184;                    North         East    Units  Estimated Accuracy
 RB0184;SPC OR N     -   203,350.    2,663,930.      MT  (+/- 180 meters Scaled)
 RB0184
 RB0184                          SUPERSEDED SURVEY CONTROL
 RB0184
 RB0184  NGVD 29 (??/??/92) 1226.111  (m)         4022.67   (f) ADJ UNCH    1 2
 RB0184
 RB0184.Superseded values are not recommended for survey control.
 RB0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0184.See file dsdata.txt to determine how the superseded data were derived.
 RB0184
 RB0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL903369(NAD 83)
 RB0184_MARKER: DB = BENCH MARK DISK
 RB0184_SETTING: 66 = SET IN ROCK OUTCROP
 RB0184_SP_SET: ROCK OUTCROP
 RB0184_STAMPING: H 302 1934
 RB0184_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RB0184+STABILITY: POSITION/ELEVATION WELL
 RB0184
 RB0184  HISTORY     - Date     Condition        Report By
 RB0184  HISTORY     - 1934     MONUMENTED       ORGS
 RB0184  HISTORY     - 1970     GOOD             NGS
 RB0184
 RB0184                          STATION DESCRIPTION
 RB0184
 RB0184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 RB0184'2.3 MI S FROM MEACHAM.
 RB0184'ABOUT 2.3 MILES SOUTH ALONG THE OLD U.S. HIGHWAY 30 FROM THE RAILROAD
 RB0184'STATION IN MEACHAM, AND ABOUT 3.2 MILES NORTHWEST OF KAMELA ALONG THE
 RB0184'U.P.R.R., AT THE NORTHWEST END OF A LONG CURVE, 79 FEET NORTHEAST OF
 RB0184'THE CENTERLINE OF THE HIGHWAY, 13.4 FEET SOUTHWEST OF THE SOUTHEAST
 RB0184'END OF THE SNOW FENCE, 13.4 FEET SOUTHWEST OF A WITNESS POST, AND SET
 RB0184'IN THE TOP OF A VERY SMALL ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0779 ***********************************************************************
 RA0779  DESIGNATION -  H 304
 RA0779  PID         -  RA0779
 RA0779  STATE/COUNTY-  OR/UNION
 RA0779  USGS QUAD   -  UNION (1994)
 RA0779
 RA0779                         *CURRENT SURVEY CONTROL
 RA0779  ___________________________________________________________________
 RA0779* NAD 83(1986)-  45 11 04.     (N)    117 52 03.     (W)     SCALED    
 RA0779* NAVD 88     -       859.314  (meters)    2819.27   (feet)  ADJUSTED  
 RA0779  ___________________________________________________________________
 RA0779  GEOID HEIGHT-         -17.25  (meters)                     GEOID03
 RA0779  DYNAMIC HT  -         859.088 (meters)    2818.52  (feet)  COMP
 RA0779  MODELED GRAV-     980,325.0   (mgal)                       NAVD 88
 RA0779
 RA0779  VERT ORDER  -  FIRST     CLASS II
 RA0779
 RA0779.The horizontal coordinates were scaled from a topographic map and have
 RA0779.an estimated accuracy of +/- 6 seconds.
 RA0779
 RA0779.The orthometric height was determined by differential leveling
 RA0779.and adjusted in June 1991.
 RA0779
 RA0779.The geoid height was determined by GEOID03.
 RA0779
 RA0779.The dynamic height is computed by dividing the NAVD 88
 RA0779.geopotential number by the normal gravity value computed on the
 RA0779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0779.degrees latitude (g = 980.6199 gals.).
 RA0779
 RA0779.The modeled gravity was interpolated from observed gravity values.
 RA0779
 RA0779;                    North         East    Units  Estimated Accuracy
 RA0779;SPC OR N     -   172,030.    2,706,840.      MT  (+/- 180 meters Scaled)
 RA0779
 RA0779                          SUPERSEDED SURVEY CONTROL
 RA0779
 RA0779  NGVD 29 (??/??/92)  858.215  (m)         2815.66   (f) ADJ UNCH    1 2
 RA0779
 RA0779.Superseded values are not recommended for survey control.
 RA0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0779.See file dsdata.txt to determine how the superseded data were derived.
 RA0779
 RA0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML318038(NAD 83)
 RA0779_MARKER: DD = SURVEY DISK
 RA0779_SETTING: 80 = SET IN A BOULDER
 RA0779_SP_SET: BOULDER
 RA0779_STAMPING: H 304 1934
 RA0779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0779+STABILITY: SURFACE MOTION
 RA0779_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RA0779+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2006
 RA0779
 RA0779  HISTORY     - Date     Condition        Report By
 RA0779  HISTORY     - 1934     MONUMENTED       ORDT
 RA0779  HISTORY     - 19920901 GOOD             USGS-R
 RA0779  HISTORY     - 20060210 GOOD             ORDT
 RA0779
 RA0779                          STATION DESCRIPTION
 RA0779
 RA0779'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1934
 RA0779'1.9 MI S FROM UNION.
 RA0779'ABOUT 1.9 MILES SOUTH ALONG THE OREGON TRAIL (U.S. 30) FROM UNION,
 RA0779'UNION COUNTY, ABOUT 650 FEET NORTHEAST OF THE HEMPE FARMHOUSE, ABOUT
 RA0779'110 FEET EAST OF THE HIGHWAY, IN THE TOP OF A BOULDER, NEAR A WHITE
 RA0779'WOODEN WITNESS POST, AND AT THE FOOT OF A CAIRN.  A STATE SURVEY
 RA0779'STANDARD DISK, STAMPED H 304 1934.
 RA0779
 RA0779                          STATION RECOVERY (1992)
 RA0779
 RA0779'RECOVERY NOTE BY USGS ROCKY MOUNTAIN MAPPING CENTER 1992 (KP)
 RA0779'NEW DESCRIPTION
 RA0779'1.9 MILES SOUTH OF INTERSECTION OF HWY 237 AND HWY 203 IN UNION TO A
 RA0779'WHITE GATE IN FENCE ON EAST SIDE OF HIGHWAY, 80 FT EAST OF GATE, 110
 RA0779'FEET EAST OF HIGHWAY, 30 FEET SOUTHEAST OF SMALL WHITE BUILDING, ON
 RA0779'TOP OF BOULDER A STANDART DISK STAMPED 1934 304H
 RA0779
 RA0779                          STATION RECOVERY (2006)
 RA0779
 RA0779'RECOVERY NOTE BY OREGON DEPARTMENT OF TRANSPORTATION 2006 (RLM)
 RA0779'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0891 ***********************************************************************
 QB0891  DESIGNATION -  H 305
 QB0891  PID         -  QB0891
 QB0891  STATE/COUNTY-  OR/BAKER
 QB0891  USGS QUAD   -  BAKER CITY (1994)
 QB0891
 QB0891                         *CURRENT SURVEY CONTROL
 QB0891  ___________________________________________________________________
 QB0891* NAD 83(1986)-  44 49 36.     (N)    117 52 06.     (W)     SCALED    
 QB0891* NAVD 88     -      1027.955  (meters)    3372.55   (feet)  ADJUSTED  
 QB0891  ___________________________________________________________________
 QB0891  GEOID HEIGHT-         -17.14  (meters)                     GEOID03
 QB0891  DYNAMIC HT  -        1027.621 (meters)    3371.45  (feet)  COMP
 QB0891  MODELED GRAV-     980,257.6   (mgal)                       NAVD 88
 QB0891
 QB0891  VERT ORDER  -  FIRST     CLASS II
 QB0891
 QB0891.The horizontal coordinates were scaled from a topographic map and have
 QB0891.an estimated accuracy of +/- 6 seconds.
 QB0891
 QB0891.The orthometric height was determined by differential leveling
 QB0891.and adjusted in June 1991.
 QB0891
 QB0891.The geoid height was determined by GEOID03.
 QB0891
 QB0891.The dynamic height is computed by dividing the NAVD 88
 QB0891.geopotential number by the normal gravity value computed on the
 QB0891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0891.degrees latitude (g = 980.6199 gals.).
 QB0891
 QB0891.The modeled gravity was interpolated from observed gravity values.
 QB0891
 QB0891;                    North         East    Units  Estimated Accuracy
 QB0891;SPC OR N     -   132,290.    2,708,070.      MT  (+/- 180 meters Scaled)
 QB0891
 QB0891                          SUPERSEDED SURVEY CONTROL
 QB0891
 QB0891  NGVD 29 (??/??/92) 1026.815  (m)         3368.81   (f) ADJ UNCH    1 2
 QB0891
 QB0891.Superseded values are not recommended for survey control.
 QB0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0891.See file dsdata.txt to determine how the superseded data were derived.
 QB0891
 QB0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK313640(NAD 83)
 QB0891_MARKER: DD = SURVEY DISK
 QB0891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0891_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0891_STAMPING: H 305 1934
 QB0891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0891+STABILITY: SURFACE MOTION
 QB0891
 QB0891  HISTORY     - Date     Condition        Report By
 QB0891  HISTORY     - 1934     MONUMENTED       ORGS
 QB0891  HISTORY     - 1941     GOOD             NGS
 QB0891  HISTORY     - 1967     MARK NOT FOUND   USGS
 QB0891
 QB0891                          STATION DESCRIPTION
 QB0891
 QB0891'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QB0891'4.3 MI N FROM BAKER.
 QB0891'ABOUT 4.3 MILES NORTH ALONG THE OREGON TRAIL (U.S. 30) FROM THE
 QB0891'INTERSECTION OF BROADWAY AND MAIN STREET AT BAKER, BAKER COUNTY, NEAR
 QB0891'MILEAGE 333.32, ABOUT 0.2 MILE SOUTH OF THE NORMAN ELLIOT RANCH HOUSE,
 QB0891'ABOUT 52 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 2 FEET WEST OF A
 QB0891'FENCE, AND NEAR A WHITE WOODEN WITNESS POST.  A STATE SURVEY STANDARD
 QB0891'DISK, STAMPED H 305 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QB0891
 QB0891                          STATION RECOVERY (1967)
 QB0891
 QB0891'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 QB0891'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 SC0486 ***********************************************************************
 SC0486  DESIGNATION -  H 31
 SC0486  PID         -  SC0486
 SC0486  STATE/COUNTY-  OR/CLATSOP
 SC0486  USGS QUAD   -  ASTORIA (1984)
 SC0486
 SC0486                         *CURRENT SURVEY CONTROL
 SC0486  ___________________________________________________________________
 SC0486* NAD 83(1986)-  46 11 40.     (N)    123 47 23.     (W)     SCALED    
 SC0486* NAVD 88     -         7.324  (meters)      24.03   (feet)  ADJUSTED  
 SC0486  ___________________________________________________________________
 SC0486  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 SC0486  DYNAMIC HT  -           7.325 (meters)      24.03  (feet)  COMP
 SC0486  MODELED GRAV-     980,714.2   (mgal)                       NAVD 88
 SC0486
 SC0486  VERT ORDER  -  FIRST     CLASS II
 SC0486
 SC0486.The horizontal coordinates were scaled from a topographic map and have
 SC0486.an estimated accuracy of +/- 6 seconds.
 SC0486
 SC0486.The orthometric height was determined by differential leveling
 SC0486.and adjusted in June 1991.
 SC0486.WARNING-Repeat measurements at this control monument indicate possible
 SC0486.vertical movement.
 SC0486
 SC0486.The geoid height was determined by GEOID03.
 SC0486
 SC0486.The dynamic height is computed by dividing the NAVD 88
 SC0486.geopotential number by the normal gravity value computed on the
 SC0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0486.degrees latitude (g = 980.6199 gals.).
 SC0486
 SC0486.The modeled gravity was interpolated from observed gravity values.
 SC0486
 SC0486;                    North         East    Units  Estimated Accuracy
 SC0486;SPC OR N     -   286,080.    2,246,120.      MT  (+/- 180 meters Scaled)
 SC0486
 SC0486                          SUPERSEDED SURVEY CONTROL
 SC0486
 SC0486  NGVD 29 (??/??/92)    6.279  (m)           20.60   (f) ADJ UNCH    1 2
 SC0486
 SC0486.Superseded values are not recommended for survey control.
 SC0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0486.See file dsdata.txt to determine how the superseded data were derived.
 SC0486
 SC0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS390159(NAD 83)
 SC0486_MARKER: DB = BENCH MARK DISK
 SC0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0486_SP_SET: CONCRETE POST
 SC0486_STAMPING: H 31 1920
 SC0486_MARK LOGO: CGS   
 SC0486_PROJECTION: FLUSH
 SC0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0486+STABILITY: SURFACE MOTION
 SC0486
 SC0486  HISTORY     - Date     Condition        Report By
 SC0486  HISTORY     - 1920     MONUMENTED       CGS
 SC0486  HISTORY     - 1935     GOOD             NGS
 SC0486  HISTORY     - 1987     GOOD             NGS
 SC0486  HISTORY     - 20010218 MARK NOT FOUND   USPSQD
 SC0486
 SC0486                          STATION DESCRIPTION
 SC0486
 SC0486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 SC0486'IN ASTORIA.
 SC0486'IN THE EAST PART OF ASTORIA, CLATSOP COUNTY, AT THE SOUTHWEST CORNER
 SC0486'OF FORTY-FIFTH STREET AND ASTOR STREET (WHICH IS NOT CUT THROUGH), 3.8
 SC0486'FEET WEST OF THE WEST CURBLINE OF FORTY FIFTH STREET, 1 FOOT INSIDE
 SC0486'THE CIRCULAR CURB LINE, 12.0 FEET NORTH OF A CONCRETE DRIVEWAY, IN THE
 SC0486'TOP OF A CONCRETE POST 1 INCH BELOW THE SURFACE OF THE GROUND. A
 SC0486'STANDARD DISK STAMPED H 31 1920.
 SC0486
 SC0486                          STATION RECOVERY (1987)
 SC0486
 SC0486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SC0486'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN ASTORIA,
 SC0486'AT THE INTERSECTION OF 45TH AND CEDAR STREETS, IN THE NORTHEAST
 SC0486'CORNER OF A LAWN, 56.1 M (184.1 FT) NORTH OF THE EXTENDED CENTER OF
 SC0486'CEDAR STREET, 5.6 M (18.4 FT) WEST OF THE CENTER OF 40TH STREET, 5.3
 SC0486'M (17.4 FT) NORTH OF THE CENTER OF A CONCRETE DRIVEWAY, AND 1.9 M
 SC0486'(6.2 FT) NORTHWEST OF THE NORTHWEST CORNER OF A STORM DRAIN.
 SC0486'THE MARK IS ABOVE LEVEL WITH THE STREETS.
 SC0486
 SC0486                          STATION RECOVERY (2001)
 SC0486
 SC0486'RECOVERY NOTE BY US POWER SQUADRON 2001 (RCC)
 SC0486'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0360 ***********************************************************************
 QB0360  DESIGNATION -  H 312
 QB0360  PID         -  QB0360
 QB0360  STATE/COUNTY-  OR/MALHEUR
 QB0360  USGS QUAD   -  PAYETTE (1974)
 QB0360
 QB0360                         *CURRENT SURVEY CONTROL
 QB0360  ___________________________________________________________________
 QB0360* NAD 83(1986)-  44 06 07.     (N)    116 57 51.     (W)     SCALED    
 QB0360* NAVD 88     -       654.042  (meters)    2145.80   (feet)  ADJUSTED  
 QB0360  ___________________________________________________________________
 QB0360  GEOID HEIGHT-         -17.60  (meters)                     GEOID03
 QB0360  DYNAMIC HT  -         653.849 (meters)    2145.17  (feet)  COMP
 QB0360  MODELED GRAV-     980,302.2   (mgal)                       NAVD 88
 QB0360
 QB0360  VERT ORDER  -  SECOND    CLASS 0
 QB0360
 QB0360.The horizontal coordinates were scaled from a topographic map and have
 QB0360.an estimated accuracy of +/- 6 seconds.
 QB0360
 QB0360.The orthometric height was determined by differential leveling
 QB0360.and adjusted in June 1991.
 QB0360
 QB0360.The geoid height was determined by GEOID03.
 QB0360
 QB0360.The dynamic height is computed by dividing the NAVD 88
 QB0360.geopotential number by the normal gravity value computed on the
 QB0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0360.degrees latitude (g = 980.6199 gals.).
 QB0360
 QB0360.The modeled gravity was interpolated from observed gravity values.
 QB0360
 QB0360;                    North         East    Units  Estimated Accuracy
 QB0360;SPC OR S     -   276,510.    1,783,030.      MT  (+/- 180 meters Scaled)
 QB0360
 QB0360                          SUPERSEDED SURVEY CONTROL
 QB0360
 QB0360  NGVD 29 (??/??/92)  653.06   (m)         2142.6    (f) COMPUTED    2 0
 QB0360
 QB0360.Superseded values are not recommended for survey control.
 QB0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0360.See file dsdata.txt to determine how the superseded data were derived.
 QB0360
 QB0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ028831(NAD 83)
 QB0360_MARKER: Q = CHISELED SQUARE
 QB0360_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QB0360_SP_SET: CULVERT
 QB0360_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB0360
 QB0360  HISTORY     - Date     Condition        Report By
 QB0360  HISTORY     - UNK      MONUMENTED       CGS
 QB0360  HISTORY     - 1946     GOOD             NGS
 QB0360  HISTORY     - 1951     MARK NOT FOUND   NGS
 QB0360
 QB0360                          STATION DESCRIPTION
 QB0360
 QB0360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 QB0360'5.9 MI N FROM ONTARIO.
 QB0360'ALONG U.S. HIGHWAY NO.30, 5.9 MILES NORTH OF THE ONTARIO UNDERPASS AT
 QB0360'ONTARIO, 1.45 MILE SOUTHWEST OF PAYETTE JUNCTION, 360 FEET NORTHEAST
 QB0360'OF HIGHWAY MILE POST 412, 15.2 FEET NORTHWEST OF CENTER OF THE
 QB0360'HIGHWAY, 4.2 FEET SOUTHWEST OF A REFERENCE POST, 2.0 FEET SOUTHWEST OF
 QB0360'BENCH MARK F 391 WHICH IS SET IN THE SAME HEAD-WALL, AN OUTLINED
 QB0360'CHISELED SQUARE CUT IN CENTER AND TOP OF AND 1.2 FOOT NORTHEAST OF THE
 QB0360'SOUTHWEST END OF THE NORTHWEST HEAD-WALL OF A 1 FOOT CONCRETE PIPE
 QB0360'CULVERT UNDER THE HIGHWAY, ABOUT 1 FOOT BELOW THE HIGHWAY.
 QB0360
 QB0360                          STATION RECOVERY (1951)
 QB0360
 QB0360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 QB0360'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0025 ***********************************************************************
 PA0025  DESIGNATION -  H 313
 PA0025  PID         -  PA0025
 PA0025  STATE/COUNTY-  OR/HARNEY
 PA0025  USGS QUAD   -  DREWSEY (1990)
 PA0025
 PA0025                         *CURRENT SURVEY CONTROL
 PA0025  ___________________________________________________________________
 PA0025* NAD 83(1986)-  43 46 18.     (N)    118 23 06.     (W)     SCALED    
 PA0025* NAVD 88     -      1157.023  (meters)    3796.00   (feet)  ADJUSTED  
 PA0025  ___________________________________________________________________
 PA0025  GEOID HEIGHT-         -18.40  (meters)                     GEOID03
 PA0025  DYNAMIC HT  -        1156.523 (meters)    3794.36  (feet)  COMP
 PA0025  MODELED GRAV-     980,147.9   (mgal)                       NAVD 88
 PA0025
 PA0025  VERT ORDER  -  FIRST     CLASS II
 PA0025
 PA0025.The horizontal coordinates were scaled from a topographic map and have
 PA0025.an estimated accuracy of +/- 6 seconds.
 PA0025
 PA0025.The orthometric height was determined by differential leveling
 PA0025.and adjusted in June 1991.
 PA0025
 PA0025.The geoid height was determined by GEOID03.
 PA0025
 PA0025.The dynamic height is computed by dividing the NAVD 88
 PA0025.geopotential number by the normal gravity value computed on the
 PA0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0025.degrees latitude (g = 980.6199 gals.).
 PA0025
 PA0025.The modeled gravity was interpolated from observed gravity values.
 PA0025
 PA0025;                    North         East    Units  Estimated Accuracy
 PA0025;SPC OR S     -   235,980.    1,670,260.      MT  (+/- 180 meters Scaled)
 PA0025
 PA0025                          SUPERSEDED SURVEY CONTROL
 PA0025
 PA0025  NGVD 29 (??/??/92) 1155.898  (m)         3792.31   (f) ADJ UNCH    1 2
 PA0025
 PA0025.Superseded values are not recommended for survey control.
 PA0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0025.See file dsdata.txt to determine how the superseded data were derived.
 PA0025
 PA0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ885474(NAD 83)
 PA0025_MARKER: DD = SURVEY DISK
 PA0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PA0025_STAMPING: H 313 1934 139+72.3 P S 54.79
 PA0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0025+STABILITY: SURFACE MOTION
 PA0025
 PA0025  HISTORY     - Date     Condition        Report By
 PA0025  HISTORY     - 1934     MONUMENTED       ORDT
 PA0025  HISTORY     - 1943     GOOD             NGS
 PA0025
 PA0025                          STATION DESCRIPTION
 PA0025
 PA0025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PA0025'18.0 MI W FROM JUNTURA.
 PA0025'ABOUT 18.0 MILES WEST ALONG U.S. HIGHWAY 20 FROM THE STATION AT
 PA0025'JUNTURA, MALHEUR COUNTY, 400 FEET NORTH OF THE NORTH END OF A LARGE
 PA0025'CUT, 55 FEET NORTHWEST OF THE CENTER OF THE HIGHWAY, 2.3 FEET EAST OF
 PA0025'A REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0428 ***********************************************************************
 PA0428  DESIGNATION -  H 314
 PA0428  PID         -  PA0428
 PA0428  STATE/COUNTY-  OR/HARNEY
 PA0428  USGS QUAD   -  DOG MOUNTAIN (1990)
 PA0428
 PA0428                         *CURRENT SURVEY CONTROL
 PA0428  ___________________________________________________________________
 PA0428* NAD 83(1986)-  43 29 51.     (N)    119 01 12.     (W)     SCALED    
 PA0428* NAVD 88     -      1259.218  (meters)    4131.28   (feet)  ADJUSTED  
 PA0428  ___________________________________________________________________
 PA0428  GEOID HEIGHT-         -19.25  (meters)                     GEOID03
 PA0428  DYNAMIC HT  -        1258.595 (meters)    4129.24  (feet)  COMP
 PA0428  MODELED GRAV-     980,081.1   (mgal)                       NAVD 88
 PA0428
 PA0428  VERT ORDER  -  SECOND    CLASS 0
 PA0428
 PA0428.The horizontal coordinates were scaled from a topographic map and have
 PA0428.an estimated accuracy of +/- 6 seconds.
 PA0428
 PA0428.The orthometric height was determined by differential leveling
 PA0428.and adjusted in June 1991.
 PA0428
 PA0428.The geoid height was determined by GEOID03.
 PA0428
 PA0428.The dynamic height is computed by dividing the NAVD 88
 PA0428.geopotential number by the normal gravity value computed on the
 PA0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0428.degrees latitude (g = 980.6199 gals.).
 PA0428
 PA0428.The modeled gravity was interpolated from observed gravity values.
 PA0428
 PA0428;                    North         East    Units  Estimated Accuracy
 PA0428;SPC OR S     -   204,430.    1,619,690.      MT  (+/- 180 meters Scaled)
 PA0428
 PA0428                          SUPERSEDED SURVEY CONTROL
 PA0428
 PA0428  NGVD 29 (??/??/92) 1258.020  (m)         4127.35   (f) ADJ UNCH    2 0
 PA0428
 PA0428.Superseded values are not recommended for survey control.
 PA0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0428.See file dsdata.txt to determine how the superseded data were derived.
 PA0428
 PA0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ366180(NAD 83)
 PA0428_MARKER: DB = BENCH MARK DISK
 PA0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0428_SP_SET: CONCRETE POST
 PA0428_STAMPING: 4127 H 314 1934
 PA0428_MARK LOGO: ORGS  
 PA0428_MAGNETIC: N = NO MAGNETIC MATERIAL
 PA0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0428+STABILITY: SURFACE MOTION
 PA0428_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PA0428+SATELLITE: SATELLITE OBSERVATIONS - November 07, 1991
 PA0428
 PA0428  HISTORY     - Date     Condition        Report By
 PA0428  HISTORY     - 1934     MONUMENTED       CGS
 PA0428  HISTORY     - 1972     GOOD             DOD
 PA0428  HISTORY     - 19911107 GOOD             NGS
 PA0428
 PA0428                          STATION DESCRIPTION
 PA0428
 PA0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PA0428'8.1 MI S FROM BURNS.
 PA0428'8.1 MILES SOUTH OF VOEGTLY BLDG. AT BURNS ON THE FRENCHGLEN HIGHWAY.
 PA0428'AT JUNCTION OF CREASMAN LANE WHICH GOES TO LAWEN.  THE TELEPHONE LINE
 PA0428'THAT HAS BEEN ON THE EAST SIDE OF THE HIGHWAY TURNS EAST AT THIS
 PA0428'POINT, 50 FEET EAST OF FRENCHGLEN HIGHWAY.  1 FOOT NORTH OF WEST
 PA0428'FENCE, 25 FEET NORTH OF CREASMAN LANE, 20 FEET EAST OF NORTH-SOUTH
 PA0428'FENCE.
 PA0428
 PA0428                          STATION RECOVERY (1972)
 PA0428
 PA0428'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1972
 PA0428'RECOVERED IN GOOD CONDITION.
 PA0428
 PA0428                          STATION RECOVERY (1991)
 PA0428
 PA0428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 (LLR)
 PA0428'THE MARK IS LOCATED 7.1 MI (11.4 KM) SOUTH ALONG HIGHWAY 205 FROM ITS
 PA0428'INTERSECTION WITH HIGHWAY 78.  IT IS 11.2 M (36.7 FT) SOUTH OF THE
 PA0428'EAST ONE OF 3 POWER POLES, 15.5 M (50.9 FT) EAST OF THE CENTERLINE OF
 PA0428'THE HIGHWAY, 8.5 M (27.9 FT) NORTH OF THE CENTERLINE OF COUNTY ROAD
 PA0428'130, 0.3 M (1.0 FT) NORTH OF A FENCE, AND 0.3 M (1.0 FT) WEST OF A
 PA0428'WITNESS POST. DESCRIBED BY L.L RIGGERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0165 ***********************************************************************
 PA0165  DESIGNATION -  H 315
 PA0165  PID         -  PA0165
 PA0165  STATE/COUNTY-  OR/HARNEY
 PA0165  USGS QUAD   -  JACKASS BUTTE (1967)
 PA0165
 PA0165                         *CURRENT SURVEY CONTROL
 PA0165  ___________________________________________________________________
 PA0165* NAD 83(1986)-  43 03 52.     (N)    118 52 38.     (W)     SCALED    
 PA0165* NAVD 88     -      1281.447  (meters)    4204.21   (feet)  ADJUSTED  
 PA0165  ___________________________________________________________________
 PA0165  GEOID HEIGHT-         -19.19  (meters)                     GEOID03
 PA0165  DYNAMIC HT  -        1280.754 (meters)    4201.94  (feet)  COMP
 PA0165  MODELED GRAV-     980,035.0   (mgal)                       NAVD 88
 PA0165
 PA0165  VERT ORDER  -  SECOND    CLASS 0
 PA0165
 PA0165.The horizontal coordinates were scaled from a topographic map and have
 PA0165.an estimated accuracy of +/- 6 seconds.
 PA0165
 PA0165.The orthometric height was determined by differential leveling
 PA0165.and adjusted in June 1991.
 PA0165
 PA0165.The geoid height was determined by GEOID03.
 PA0165
 PA0165.The dynamic height is computed by dividing the NAVD 88
 PA0165.geopotential number by the normal gravity value computed on the
 PA0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0165.degrees latitude (g = 980.6199 gals.).
 PA0165
 PA0165.The modeled gravity was interpolated from observed gravity values.
 PA0165
 PA0165;                    North         East    Units  Estimated Accuracy
 PA0165;SPC OR S     -   156,550.    1,632,160.      MT  (+/- 180 meters Scaled)
 PA0165
 PA0165                          SUPERSEDED SURVEY CONTROL
 PA0165
 PA0165  NGVD 29 (??/??/92) 1280.267  (m)         4200.34   (f) ADJ UNCH    2 0
 PA0165
 PA0165.Superseded values are not recommended for survey control.
 PA0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0165.See file dsdata.txt to determine how the superseded data were derived.
 PA0165
 PA0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH471696(NAD 83)
 PA0165_MARKER: DB = BENCH MARK DISK
 PA0165_SETTING: 66 = SET IN ROCK OUTCROP
 PA0165_SP_SET: ROCK LEDGE
 PA0165_STAMPING: 4200 H 315 1934
 PA0165_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PA0165+STABILITY: POSITION/ELEVATION WELL
 PA0165
 PA0165  HISTORY     - Date     Condition        Report By
 PA0165  HISTORY     - 1934     MONUMENTED       CGS
 PA0165  HISTORY     - 1970     GOOD             USGS
 PA0165
 PA0165                          STATION DESCRIPTION
 PA0165
 PA0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PA0165'16.4 MI S FROM NARROWS.
 PA0165'ABOUT 16.4 MILES SOUTH ALONG THE FRENCHGLEN HIGHWAY FROM NARROWS,
 PA0165'HARNEY COUNTY, 0.6 MILE SOUTH OF INLET CANAL AT BUENA VISTA LAKE, 100
 PA0165'FEET NORTH OF SUMMIT OF ROAD, AND 90 FEET EAST OF CENTER OF ROAD, 48
 PA0165'FEET SOUTHWEST OF SMALL JUNIPER TREE, IN A ROCK LEDGE.  A STANDARD
 PA0165'DISK, STAMPED 4200 H 315 1934.
 PA0165
 PA0165                          STATION RECOVERY (1970)
 PA0165
 PA0165'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 PA0165'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0327 ***********************************************************************
 RB0327  DESIGNATION -  H 32
 RB0327  PID         -  RB0327
 RB0327  STATE/COUNTY-  OR/UMATILLA
 RB0327  USGS QUAD   -  NYE (1967)
 RB0327
 RB0327                         *CURRENT SURVEY CONTROL
 RB0327  ___________________________________________________________________
 RB0327* NAD 83(1986)-  45 28 01.     (N)    118 54 57.     (W)     SCALED    
 RB0327* NAVD 88     -       599.690  (meters)    1967.48   (feet)  ADJUSTED  
 RB0327  ___________________________________________________________________
 RB0327  GEOID HEIGHT-         -20.16  (meters)                     GEOID03
 RB0327  DYNAMIC HT  -         599.582 (meters)    1967.13  (feet)  COMP
 RB0327  MODELED GRAV-     980,418.1   (mgal)                       NAVD 88
 RB0327
 RB0327  VERT ORDER  -  FIRST     CLASS II
 RB0327
 RB0327.The horizontal coordinates were scaled from a topographic map and have
 RB0327.an estimated accuracy of +/- 6 seconds.
 RB0327
 RB0327.The orthometric height was determined by differential leveling
 RB0327.and adjusted in June 1991.
 RB0327
 RB0327.The geoid height was determined by GEOID03.
 RB0327
 RB0327.The dynamic height is computed by dividing the NAVD 88
 RB0327.geopotential number by the normal gravity value computed on the
 RB0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0327.degrees latitude (g = 980.6199 gals.).
 RB0327
 RB0327.The modeled gravity was interpolated from observed gravity values.
 RB0327
 RB0327;                    North         East    Units  Estimated Accuracy
 RB0327;SPC OR N     -   201,270.    2,623,870.      MT  (+/- 180 meters Scaled)
 RB0327
 RB0327                          SUPERSEDED SURVEY CONTROL
 RB0327
 RB0327  NGVD 29 (??/??/92)  598.628  (m)         1964.00   (f) ADJ UNCH    1 2
 RB0327
 RB0327.Superseded values are not recommended for survey control.
 RB0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0327.See file dsdata.txt to determine how the superseded data were derived.
 RB0327
 RB0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL502366(NAD 83)
 RB0327_MARKER: DB = BENCH MARK DISK
 RB0327_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RB0327_SP_SET: MONUMENT
 RB0327_STAMPING: 1964.176 H 32 1930
 RB0327_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RB0327
 RB0327  HISTORY     - Date     Condition        Report By
 RB0327  HISTORY     - 1930     MONUMENTED       CGS
 RB0327  HISTORY     - 1968     GOOD             NGS
 RB0327
 RB0327                          STATION DESCRIPTION
 RB0327
 RB0327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RB0327'4.6 MI SW FROM PILOT ROCK.
 RB0327'4.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 395 FROM THE CROSS STREET JUST
 RB0327'WEST OF THE PILOT ROCK POST OFFICE, 0.3 MILE SOUTHWEST OF MILE POST
 RB0327'NO. 20, 0.15 MILE NORTHEAST OF AN OLD WINDMILL IN THE FIELD, 375 FEET
 RB0327'SOUTHWEST OF A PIPE CULVERT, O8 FEET NORTHWEST OF THE CENTER LINE OF
 RB0327'THE HIGHWAY, 1 FOOT SOUTHEAST OF THE RIGHT-OF-WAY FENCE LINE AND 0.5
 RB0327'FOOT SOUTHWEST OF A METAL WITNESS POST SET IN A 10-INCH SQUARE
 RB0327'CONCRETE MONUMENT THAT PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0189 ***********************************************************************
 PA0189  DESIGNATION -  H 320
 PA0189  PID         -  PA0189
 PA0189  STATE/COUNTY-  OR/HARNEY
 PA0189  USGS QUAD   -  MALHEUR LAKE EAST (1990)
 PA0189
 PA0189                         *CURRENT SURVEY CONTROL
 PA0189  ___________________________________________________________________
 PA0189* NAD 83(1986)-  43 15 43.     (N)    118 44 25.     (W)     SCALED    
 PA0189* NAVD 88     -      1255.907  (meters)    4120.42   (feet)  ADJUSTED  
 PA0189  ___________________________________________________________________
 PA0189  GEOID HEIGHT-         -19.07  (meters)                     GEOID03
 PA0189  DYNAMIC HT  -        1255.277 (meters)    4118.35  (feet)  COMP
 PA0189  MODELED GRAV-     980,074.9   (mgal)                       NAVD 88
 PA0189
 PA0189  VERT ORDER  -  SECOND    CLASS 0
 PA0189
 PA0189.The horizontal coordinates were scaled from a topographic map and have
 PA0189.an estimated accuracy of +/- 6 seconds.
 PA0189
 PA0189.The orthometric height was determined by differential leveling
 PA0189.and adjusted in June 1991.
 PA0189
 PA0189.The geoid height was determined by GEOID03.
 PA0189
 PA0189.The dynamic height is computed by dividing the NAVD 88
 PA0189.geopotential number by the normal gravity value computed on the
 PA0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0189.degrees latitude (g = 980.6199 gals.).
 PA0189
 PA0189.The modeled gravity was interpolated from observed gravity values.
 PA0189
 PA0189;                    North         East    Units  Estimated Accuracy
 PA0189;SPC OR S     -   178,710.    1,642,850.      MT  (+/- 180 meters Scaled)
 PA0189
 PA0189                          SUPERSEDED SURVEY CONTROL
 PA0189
 PA0189  NGVD 29 (??/??/92) 1254.748  (m)         4116.62   (f) ADJ UNCH    2 0
 PA0189
 PA0189.Superseded values are not recommended for survey control.
 PA0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0189.See file dsdata.txt to determine how the superseded data were derived.
 PA0189
 PA0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLH587913(NAD 83)
 PA0189_MARKER: DB = BENCH MARK DISK
 PA0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PA0189_STAMPING: H-320 1934 4117
 PA0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0189+STABILITY: SURFACE MOTION
 PA0189
 PA0189  HISTORY     - Date     Condition        Report By
 PA0189  HISTORY     - 1934     MONUMENTED       CGS
 PA0189
 PA0189                          STATION DESCRIPTION
 PA0189
 PA0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PA0189'9.4 MI W FROM PRINCETON.
 PA0189'9.4 MILES WEST OF POST OFFICE AT PRINCETON, 8 MILES WEST OF
 PA0189'PRINCETON-CRANE ROAD, 36 FEET SOUTH OF CENTERLINE OF PRINCETON-NARROWS
 PA0189'ROAD ON A TELEPHONE POLE LINE, MIDWAY BETWEEN TWO POLES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0046 ***********************************************************************
 PA0046  DESIGNATION -  H 326
 PA0046  PID         -  PA0046
 PA0046  STATE/COUNTY-  OR/HARNEY
 PA0046  USGS QUAD   -  DRINKWATER PASS (1990)
 PA0046
 PA0046                         *CURRENT SURVEY CONTROL
 PA0046  ___________________________________________________________________
 PA0046* NAD 83(1986)-  43 46 59.     (N)    118 16 47.     (W)     SCALED    
 PA0046* NAVD 88     -      1284.718  (meters)    4214.95   (feet)  ADJUSTED  
 PA0046  ___________________________________________________________________
 PA0046  GEOID HEIGHT-         -18.32  (meters)                     GEOID03
 PA0046  DYNAMIC HT  -        1284.135 (meters)    4213.03  (feet)  COMP
 PA0046  MODELED GRAV-     980,120.3   (mgal)                       NAVD 88
 PA0046
 PA0046  VERT ORDER  -  FIRST     CLASS II
 PA0046
 PA0046.The horizontal coordinates were scaled from a topographic map and have
 PA0046.an estimated accuracy of +/- 6 seconds.
 PA0046
 PA0046.The orthometric height was determined by differential leveling
 PA0046.and adjusted in June 1991.
 PA0046
 PA0046.The geoid height was determined by GEOID03.
 PA0046
 PA0046.The dynamic height is computed by dividing the NAVD 88
 PA0046.geopotential number by the normal gravity value computed on the
 PA0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0046.degrees latitude (g = 980.6199 gals.).
 PA0046
 PA0046.The modeled gravity was interpolated from observed gravity values.
 PA0046
 PA0046;                    North         East    Units  Estimated Accuracy
 PA0046;SPC OR S     -   237,470.    1,678,700.      MT  (+/- 180 meters Scaled)
 PA0046
 PA0046                          SUPERSEDED SURVEY CONTROL
 PA0046
 PA0046  NGVD 29 (??/??/92) 1283.579  (m)         4211.21   (f) ADJ UNCH    1 2
 PA0046
 PA0046.Superseded values are not recommended for survey control.
 PA0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0046.See file dsdata.txt to determine how the superseded data were derived.
 PA0046
 PA0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ970485(NAD 83)
 PA0046_MARKER: DD = SURVEY DISK
 PA0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PA0046_STAMPING: H 326
 PA0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0046+STABILITY: SURFACE MOTION
 PA0046
 PA0046  HISTORY     - Date     Condition        Report By
 PA0046  HISTORY     - UNK      MONUMENTED       ORDT
 PA0046  HISTORY     - 1943     GOOD             NGS
 PA0046  HISTORY     - 1968     MARK NOT FOUND   NGS
 PA0046
 PA0046                          STATION DESCRIPTION
 PA0046
 PA0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PA0046'12.3 MI W FROM JUNTURA.
 PA0046'ABOUT 12.3 MILES WEST ALONG U.S. HIGHWAY 20 FROM THE STATION AT
 PA0046'JUNTURA, MALHEUR COUNTY, AT HIGHWAY MILAGE 177.6, AT THE EAST END OF
 PA0046'THE CUT AT THE SUMMIT OF DRINKINGWATER PASS, 240 FEET NORTHEAST OF THE
 PA0046'SIGN AT THE SUMMIT OF DRINKINGWATER PASS, 35 FEET SOUTH OF THE CENTER
 PA0046'OF THE HIGHWAY.
 PA0046
 PA0046                          STATION RECOVERY (1968)
 PA0046
 PA0046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 PA0046'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0931 ***********************************************************************
 RB0931  DESIGNATION -  H 327
 RB0931  PID         -  RB0931
 RB0931  STATE/COUNTY-  OR/MORROW
 RB0931  USGS QUAD   -  STRAWBERRY CANYON SE (1968)
 RB0931
 RB0931                         *CURRENT SURVEY CONTROL
 RB0931  ___________________________________________________________________
 RB0931* NAD 83(1986)-  45 34 28.     (N)    119 33 38.     (W)     SCALED    
 RB0931* NAVD 88     -       382.835  (meters)    1256.02   (feet)  ADJUSTED  
 RB0931  ___________________________________________________________________
 RB0931  GEOID HEIGHT-         -21.43  (meters)                     GEOID03
 RB0931  DYNAMIC HT  -         382.801 (meters)    1255.91  (feet)  COMP
 RB0931  MODELED GRAV-     980,516.3   (mgal)                       NAVD 88
 RB0931
 RB0931  VERT ORDER  -  SECOND    CLASS 0
 RB0931
 RB0931.The horizontal coordinates were scaled from a topographic map and have
 RB0931.an estimated accuracy of +/- 6 seconds.
 RB0931
 RB0931.The orthometric height was determined by differential leveling
 RB0931.and adjusted in June 1991.
 RB0931
 RB0931.The geoid height was determined by GEOID03.
 RB0931
 RB0931.The dynamic height is computed by dividing the NAVD 88
 RB0931.geopotential number by the normal gravity value computed on the
 RB0931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0931.degrees latitude (g = 980.6199 gals.).
 RB0931
 RB0931.The modeled gravity was interpolated from observed gravity values.
 RB0931
 RB0931;                    North         East    Units  Estimated Accuracy
 RB0931;SPC OR N     -   212,420.    2,573,320.      MT  (+/- 180 meters Scaled)
 RB0931
 RB0931                          SUPERSEDED SURVEY CONTROL
 RB0931
 RB0931  NGVD 29 (??/??/92)  381.797  (m)         1252.61   (f) ADJ UNCH    2 0
 RB0931
 RB0931.Superseded values are not recommended for survey control.
 RB0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0931.See file dsdata.txt to determine how the superseded data were derived.
 RB0931
 RB0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL002499(NAD 83)
 RB0931_MARKER: DD = SURVEY DISK
 RB0931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0931_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0931_STAMPING: H 327 1947
 RB0931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0931+STABILITY: SURFACE MOTION
 RB0931
 RB0931  HISTORY     - Date     Condition        Report By
 RB0931  HISTORY     - 1947     MONUMENTED       ORDT
 RB0931  HISTORY     - 1959     GOOD             NGS
 RB0931
 RB0931                          STATION DESCRIPTION
 RB0931
 RB0931'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RB0931'12.6 MI NE FROM LEXINGTON.
 RB0931'12.6 MILES NORTHEAST ALONG STATE HIGHWAY 207 FROM THE PUBLIC SCHOOL AT
 RB0931'LEXINGTON, 0.35 MILE NORTHEAST OF MILEPOST 12, AT THE NORTHWEST EDGE
 RB0931'OF A CULTIVATED FIELD, 29 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE
 RB0931'HIGHWAY, 230 FEET EAST AND ACROSS THE HIGHWAY FROM THE NORTHEAST END
 RB0931'OF A GATE, 165 FEET EAST AND ACROSS THE HIGHWAY FROM A POWER POLE, 1.2
 RB0931'FEET SOUTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND
 RB0931'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE
 RB0931'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0185 ***********************************************************************
 QC0185  DESIGNATION -  H 33
 QC0185  PID         -  QC0185
 QC0185  STATE/COUNTY-  OR/GRANT
 QC0185  USGS QUAD   -  DALE (1995)
 QC0185
 QC0185                         *CURRENT SURVEY CONTROL
 QC0185  ___________________________________________________________________
 QC0185* NAD 83(1986)-  44 59 18.     (N)    118 56 52.     (W)     SCALED    
 QC0185* NAVD 88     -       890.523  (meters)    2921.66   (feet)  ADJUSTED  
 QC0185  ___________________________________________________________________
 QC0185  GEOID HEIGHT-         -18.25  (meters)                     GEOID03
 QC0185  DYNAMIC HT  -         890.278 (meters)    2920.85  (feet)  COMP
 QC0185  MODELED GRAV-     980,313.2   (mgal)                       NAVD 88
 QC0185
 QC0185  VERT ORDER  -  FIRST     CLASS II
 QC0185
 QC0185.The horizontal coordinates were scaled from a topographic map and have
 QC0185.an estimated accuracy of +/- 6 seconds.
 QC0185
 QC0185.The orthometric height was determined by differential leveling
 QC0185.and adjusted in June 1991.
 QC0185
 QC0185.The geoid height was determined by GEOID03.
 QC0185
 QC0185.The dynamic height is computed by dividing the NAVD 88
 QC0185.geopotential number by the normal gravity value computed on the
 QC0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0185.degrees latitude (g = 980.6199 gals.).
 QC0185
 QC0185.The modeled gravity was interpolated from observed gravity values.
 QC0185
 QC0185;                    North         East    Units  Estimated Accuracy
 QC0185;SPC OR N     -   148,040.    2,622,390.      MT  (+/- 180 meters Scaled)
 QC0185
 QC0185                          SUPERSEDED SURVEY CONTROL
 QC0185
 QC0185  NGVD 29 (??/??/92)  889.37   (m)         2917.9    (f) COMPUTED    1 2
 QC0185
 QC0185.Superseded values are not recommended for survey control.
 QC0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0185.See file dsdata.txt to determine how the superseded data were derived.
 QC0185
 QC0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK464835(NAD 83)
 QC0185_MARKER: DB = BENCH MARK DISK
 QC0185_SETTING: 66 = SET IN ROCK OUTCROP
 QC0185_SP_SET: ROCK OUTCROP
 QC0185_STAMPING: H 33 1930 2918.098
 QC0185_MARK LOGO: CGS   
 QC0185_MAGNETIC: N = NO MAGNETIC MATERIAL
 QC0185_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QC0185+STABILITY: POSITION/ELEVATION WELL
 QC0185
 QC0185  HISTORY     - Date     Condition        Report By
 QC0185  HISTORY     - 1930     MONUMENTED       CGS
 QC0185  HISTORY     - 1968     GOOD             NGS
 QC0185  HISTORY     - 19880418 GOOD             NGS
 QC0185
 QC0185                          STATION DESCRIPTION
 QC0185
 QC0185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 QC0185'IN DALE.
 QC0185'AT DALE, 300 FEET SOUTHEAST AND ACROSS THE HIGHWAY FROM THE DALE POST
 QC0185'OFFICE, 110 FEET WEST OF THE NORTHWEST CORNER OF A BARN, 100 FEET EAST
 QC0185'OF A POWER POLE WITH A TRANSFORMER, 70 FEET SOUTHEAST OF THE CENTER OF
 QC0185'U.S. HIGHWAY 395, 35 FEET SOUTHEAST OF THE SOUTHEAST END OF A CULVERT
 QC0185'UNDER THE HIGHWAY, 29 FEET NORTHEAST OF THE EAST END OF A GATE AND 2
 QC0185'FEET NORTHWEST OF A METAL WITNESS POST, CEMENTED IN A DRILL HOLE IN A
 QC0185'2 BY 2 FOOT BEDROCK THAT PROJECTS 6 INCHES.
 QC0185
 QC0185                          STATION RECOVERY (1988)
 QC0185
 QC0185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QC0185'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC1057 ***********************************************************************
 QC1057  DESIGNATION -  H 33 RESET
 QC1057  PID         -  QC1057
 QC1057  STATE/COUNTY-  OR/GRANT
 QC1057  USGS QUAD   -  DALE (1995)
 QC1057
 QC1057                         *CURRENT SURVEY CONTROL
 QC1057  ___________________________________________________________________
 QC1057* NAD 83(1986)-  44 59 18.     (N)    118 56 52.     (W)     SCALED    
 QC1057* NAVD 88     -       894.37   (meters)    2934.3    (feet)  RESET     
 QC1057  ___________________________________________________________________
 QC1057  GEOID HEIGHT-         -18.25  (meters)                     GEOID03
 QC1057  VERT ORDER  -  THIRD
 QC1057
 QC1057.The horizontal coordinates were scaled from a topographic map and have
 QC1057.an estimated accuracy of +/- 6 seconds.
 QC1057
 QC1057.The orthometric height was computed from unverified reset data.
 QC1057.No vertical observational check was made to the station.
 QC1057
 QC1057.The geoid height was determined by GEOID03.
 QC1057
 QC1057;                    North         East    Units  Estimated Accuracy
 QC1057;SPC OR N     -   148,040.    2,622,390.      MT  (+/- 180 meters Scaled)
 QC1057
 QC1057                          SUPERSEDED SURVEY CONTROL
 QC1057
 QC1057.No superseded survey control is available for this station.
 QC1057
 QC1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK464835(NAD 83)
 QC1057_MARKER: DB = BENCH MARK DISK
 QC1057_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 QC1057+WITH SETTING: PAVEMENT
 QC1057_SP_SET: PUMP FOUNDATION
 QC1057_STAMPING: H 33 RESET 1988
 QC1057_MARK LOGO: NGS   
 QC1057_MAGNETIC: N = NO MAGNETIC MATERIAL
 QC1057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC1057+STABILITY: SURFACE MOTION
 QC1057
 QC1057  HISTORY     - Date     Condition        Report By
 QC1057  HISTORY     - 1988     MONUMENTED       NGS
 QC1057
 QC1057                          STATION DESCRIPTION
 QC1057
 QC1057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 QC1057'IN DALE, IN THE FOUNDATION FOR A DIESEL FUEL PUMP,  45 M
 QC1057'(147.6 FT) NORTH OF SERVICE STATION AND POST OFFICE IN DALE, 14.4 M
 QC1057'(47.2 FT) WEST OF THE CENTERLINE OF HIGHWAY 395, 1.15 M (3.77 FT)
 QC1057'NORTH OF THE NORTHEAST CORNER OF A SAW SHOP AND 0.1 M (0.3 FT)
 QC1057'NORTHEAST OF THE PUMP.
 QC1057'DESCRIBED BY L.L. RIGGERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0009 ***********************************************************************
 NY0009  DESIGNATION -  H 331
 NY0009  PID         -  NY0009
 NY0009  STATE/COUNTY-  OR/LAKE
 NY0009  USGS QUAD   -  COLEMAN HILLS (1984)
 NY0009
 NY0009                         *CURRENT SURVEY CONTROL
 NY0009  ___________________________________________________________________
 NY0009* NAD 83(1986)-  42 46 53.     (N)    120 05 50.     (W)     SCALED    
 NY0009* NAVD 88     -      1463.014  (meters)    4799.91   (feet)  ADJUSTED  
 NY0009  ___________________________________________________________________
 NY0009  GEOID HEIGHT-         -20.30  (meters)                     GEOID03
 NY0009  DYNAMIC HT  -        1462.143 (meters)    4797.05  (feet)  COMP
 NY0009  MODELED GRAV-     979,973.8   (mgal)                       NAVD 88
 NY0009
 NY0009  VERT ORDER  -  SECOND    CLASS 0
 NY0009
 NY0009.The horizontal coordinates were scaled from a topographic map and have
 NY0009.an estimated accuracy of +/- 6 seconds.
 NY0009
 NY0009.The orthometric height was determined by differential leveling
 NY0009.and adjusted in June 1991.
 NY0009
 NY0009.The geoid height was determined by GEOID03.
 NY0009
 NY0009.The dynamic height is computed by dividing the NAVD 88
 NY0009.geopotential number by the normal gravity value computed on the
 NY0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0009.degrees latitude (g = 980.6199 gals.).
 NY0009
 NY0009.The modeled gravity was interpolated from observed gravity values.
 NY0009
 NY0009;                    North         East    Units  Estimated Accuracy
 NY0009;SPC OR S     -   123,910.    1,532,960.      MT  (+/- 180 meters Scaled)
 NY0009
 NY0009                          SUPERSEDED SURVEY CONTROL
 NY0009
 NY0009  NGVD 29 (??/??/92) 1461.82   (m)         4796.0    (f) COMPUTED    2 0
 NY0009
 NY0009.Superseded values are not recommended for survey control.
 NY0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0009.See file dsdata.txt to determine how the superseded data were derived.
 NY0009
 NY0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGN374406(NAD 83)
 NY0009_MARKER: DD = SURVEY DISK
 NY0009_SETTING: 80 = SET IN A BOULDER
 NY0009_SP_SET: BOULDER
 NY0009_STAMPING: 4796.2 H 331 1932
 NY0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0009+STABILITY: SURFACE MOTION
 NY0009
 NY0009  HISTORY     - Date     Condition        Report By
 NY0009  HISTORY     - 1932     MONUMENTED       ORDT
 NY0009  HISTORY     - 1968     GOOD             NGS
 NY0009  HISTORY     - 1981     GOOD             USGS
 NY0009
 NY0009                          STATION DESCRIPTION
 NY0009
 NY0009'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1932
 NY0009'24.5 MI N FROM VALLEY FALLS.
 NY0009'ABOUT 24.5 MILES NORTH OF VALLEY FALLS, LAKE COUNTY, ABOUT 1.2 MILES
 NY0009'SOUTH ALONG STATE HIGHWAY 11 (1934) FROM THE JUNCTION OF A NEW ROAD
 NY0009'LEADING SOUTHEAST TO PLUSH, NEAR THE SOUTH END OF A CURVE, 40 FEET
 NY0009'EAST OF THE HIGHWAY, AT SURVEY STATION 1288+50, IN A SMALL BOULDER,
 NY0009'AND ABOUT 15 FEET HIGHER THAN THE HIGHWAY.  AN OREGON STATE HIGHWAY
 NY0009'DEPARTMENT STANDARD DISK, STAMPED 4796.2 H 331 1932.
 NY0009
 NY0009                          STATION RECOVERY (1968)
 NY0009
 NY0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 NY0009'RECOVERED IN GOOD CONDITION.
 NY0009
 NY0009                          STATION RECOVERY (1981)
 NY0009
 NY0009'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 NY0009'ABOUT 24.5 MILES NORTH ON LAKEVIEW-BURNS HIGHWAY FROM VALLEY FALLS,
 NY0009'1.2 MILES SOUTH OF INTERSECTION WITH ROAD TO PLUSH, NEAR SOUTH END OF
 NY0009'CURVE OF OLD HIGHWAY GRADE, 615 FT. NORTH OF INTERSECTION OF NEW U.S.
 NY0009'395 AND OLD GRADE, ON ROAD GRADE 330 FT. WEST OF NEW U.S. 395, 47 FT.
 NY0009'EAST OF OLD ROAD GRADE, 3 FT. FROM OSHD WITNESS POST , IN SMALL
 NY0009'BOULDER ABOUT 15 FT. ABOVE GRADE, DISK NOT STAMPED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0722 ***********************************************************************
 QD0722  DESIGNATION -  H 336
 QD0722  PID         -  QD0722
 QD0722  STATE/COUNTY-  OR/JEFFERSON
 QD0722  USGS QUAD   -  CULVER (1992)
 QD0722
 QD0722                         *CURRENT SURVEY CONTROL
 QD0722  ___________________________________________________________________
 QD0722* NAD 83(1986)-  44 31 39.     (N)    121 07 42.     (W)     SCALED    
 QD0722* NAVD 88     -       857.781  (meters)    2814.24   (feet)  ADJUSTED  
 QD0722  ___________________________________________________________________
 QD0722  GEOID HEIGHT-         -21.03  (meters)                     GEOID03
 QD0722  DYNAMIC HT  -         857.545 (meters)    2813.46  (feet)  COMP
 QD0722  MODELED GRAV-     980,313.8   (mgal)                       NAVD 88
 QD0722
 QD0722  VERT ORDER  -  SECOND    CLASS 0
 QD0722
 QD0722.The horizontal coordinates were scaled from a topographic map and have
 QD0722.an estimated accuracy of +/- 6 seconds.
 QD0722
 QD0722.The orthometric height was determined by differential leveling
 QD0722.and adjusted in June 1991.
 QD0722
 QD0722.The geoid height was determined by GEOID03.
 QD0722
 QD0722.The dynamic height is computed by dividing the NAVD 88
 QD0722.geopotential number by the normal gravity value computed on the
 QD0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0722.degrees latitude (g = 980.6199 gals.).
 QD0722
 QD0722.The modeled gravity was interpolated from observed gravity values.
 QD0722
 QD0722;                    North         East    Units  Estimated Accuracy
 QD0722;SPC OR N     -    95,850.    2,450,060.      MT  (+/- 180 meters Scaled)
 QD0722
 QD0722                          SUPERSEDED SURVEY CONTROL
 QD0722
 QD0722  NGVD 29 (??/??/92)  856.692  (m)         2810.66   (f) ADJ UNCH    2 0
 QD0722
 QD0722.Superseded values are not recommended for survey control.
 QD0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0722.See file dsdata.txt to determine how the superseded data were derived.
 QD0722
 QD0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ487321(NAD 83)
 QD0722_MARKER: DB = BENCH MARK DISK
 QD0722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD0722_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QD0722_STAMPING: H 336
 QD0722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0722+STABILITY: SURFACE MOTION
 QD0722
 QD0722  HISTORY     - Date     Condition        Report By
 QD0722  HISTORY     - UNK      MONUMENTED       CGS
 QD0722  HISTORY     - 1942     GOOD             NGS
 QD0722
 QD0722                          STATION DESCRIPTION
 QD0722
 QD0722'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 QD0722'7.0 MI SE FROM METOLIUS.
 QD0722'ALONG OREGON STATE HIGHWAY NO. 27 FROM THE RAILROAD STATION, 150 FEET
 QD0722'SOUTH OF AN UNPAINTED SHED, 24 FEET NORTH OF THE CENTERLINE OF THE
 QD0722'HIGHWAY, A WITNESS POST HAS BEEN SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0295 ***********************************************************************
 QC0295  DESIGNATION -  H 34
 QC0295  PID         -  QC0295
 QC0295  STATE/COUNTY-  OR/GRANT
 QC0295  USGS QUAD   -  JOHNSON SADDLE (1990)
 QC0295
 QC0295                         *CURRENT SURVEY CONTROL
 QC0295  ___________________________________________________________________
 QC0295* NAD 83(1986)-  44 31 17.     (N)    119 02 17.     (W)     SCALED    
 QC0295* NAVD 88     -      1074.664  (meters)    3525.79   (feet)  ADJUSTED  
 QC0295  ___________________________________________________________________
 QC0295  GEOID HEIGHT-         -18.08  (meters)                     GEOID03
 QC0295  DYNAMIC HT  -        1074.282 (meters)    3524.54  (feet)  COMP
 QC0295  MODELED GRAV-     980,226.1   (mgal)                       NAVD 88
 QC0295
 QC0295  VERT ORDER  -  FIRST     CLASS II
 QC0295
 QC0295.The horizontal coordinates were scaled from a topographic map and have
 QC0295.an estimated accuracy of +/- 6 seconds.
 QC0295
 QC0295.The orthometric height was determined by differential leveling
 QC0295.and adjusted in June 1991.
 QC0295
 QC0295.The geoid height was determined by GEOID03.
 QC0295
 QC0295.The dynamic height is computed by dividing the NAVD 88
 QC0295.geopotential number by the normal gravity value computed on the
 QC0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0295.degrees latitude (g = 980.6199 gals.).
 QC0295
 QC0295.The modeled gravity was interpolated from observed gravity values.
 QC0295
 QC0295;                    North         East    Units  Estimated Accuracy
 QC0295;SPC OR N     -    96,030.    2,616,210.      MT  (+/- 180 meters Scaled)
 QC0295
 QC0295                          SUPERSEDED SURVEY CONTROL
 QC0295
 QC0295  NGVD 29 (??/??/92) 1073.481  (m)         3521.91   (f) ADJ UNCH    1 2
 QC0295
 QC0295.Superseded values are not recommended for survey control.
 QC0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0295.See file dsdata.txt to determine how the superseded data were derived.
 QC0295
 QC0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK380318(NAD 83)
 QC0295_MARKER: DB = BENCH MARK DISK
 QC0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QC0295_STAMPING: 3522.181 H 34 1930
 QC0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0295+STABILITY: SURFACE MOTION
 QC0295
 QC0295  HISTORY     - Date     Condition        Report By
 QC0295  HISTORY     - 1930     MONUMENTED       ORHD
 QC0295  HISTORY     - 1967     MARK NOT FOUND   NGS
 QC0295  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 QC0295  HISTORY     - 19851001 MARK NOT FOUND   USGS
 QC0295  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 QC0295
 QC0295                          STATION DESCRIPTION
 QC0295
 QC0295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 QC0295'10.7 MI N FROM MT VERNON.
 QC0295'ABOUT 11.8 MILES SOUTH ALONG THE PENDLETON-JOHN DAY HIGHWAY (U.S. 395)
 QC0295'FROM FOX, GRANT COUNTY, ABOUT 10.7 MILES NORTH OF MOUNT VERNON, ABOUT
 QC0295'0.2 MILE NORTH OF THE MALHEUR NATIONAL FOREST BOUNDARY, NEAR THE NORTH
 QC0295'END OF A CURVE AT THE JUNCTION OF TWO CREEKS, ABOUT 129 FEET NORTH OF
 QC0295'A 24-INCH PIPE CULVERT, 37 FEET EAST OF THE CENTER LINE OF THE
 QC0295'HIGHWAY, 25 FEET NORTH ACROSS THE HIGHWAY FROM A LARGE BOULDER, AND 20
 QC0295'FEET WEST OF THE BANK OF THE CREEK.  AN OREGON STATE HIGHWAY
 QC0295'DEPARTMENT STANDARD DISK, STAMPED 3522.181 H 34 1930 AND SET IN THE
 QC0295'TOP OF A CONCRETE POST.  NOTE-- THE HIGHWAY HAS BEEN IMPROVED AT THIS
 QC0295'MILEAGE.
 QC0295
 QC0295                          STATION RECOVERY (1985)
 QC0295
 QC0295'RECOVERY NOTE BY US POWER SQUADRON 1985 (JWL)
 QC0295'MARK NOT FOUND.
 QC0295
 QC0295                          STATION RECOVERY (1985)
 QC0295
 QC0295'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (JWL)
 QC0295'MARK NOT FOUND.
 QC0295
 QC0295                          STATION RECOVERY (1987)
 QC0295
 QC0295'RECOVERY NOTE BY US POWER SQUADRON 1987 (RCC)
 QC0295'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0419 ***********************************************************************
 RC0419  DESIGNATION -  H 341 RESET
 RC0419  PID         -  RC0419
 RC0419  STATE/COUNTY-  OR/SHERMAN
 RC0419  USGS QUAD   -  MORO (1971)
 RC0419
 RC0419                         *CURRENT SURVEY CONTROL
 RC0419  ___________________________________________________________________
 RC0419* NAD 83(1986)-  45 28 58.     (N)    120 43 44.     (W)     SCALED    
 RC0419* NAVD 88     -       547.176  (meters)    1795.19   (feet)  ADJUSTED  
 RC0419  ___________________________________________________________________
 RC0419  GEOID HEIGHT-         -21.20  (meters)                     GEOID03
 RC0419  DYNAMIC HT  -         547.113 (meters)    1794.99  (feet)  COMP
 RC0419  MODELED GRAV-     980,483.6   (mgal)                       NAVD 88
 RC0419
 RC0419  VERT ORDER  -  FIRST     CLASS II
 RC0419
 RC0419.The horizontal coordinates were scaled from a topographic map and have
 RC0419.an estimated accuracy of +/- 6 seconds.
 RC0419
 RC0419.The orthometric height was determined by differential leveling
 RC0419.and adjusted in June 1991.
 RC0419
 RC0419.The geoid height was determined by GEOID03.
 RC0419
 RC0419.The dynamic height is computed by dividing the NAVD 88
 RC0419.geopotential number by the normal gravity value computed on the
 RC0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0419.degrees latitude (g = 980.6199 gals.).
 RC0419
 RC0419.The modeled gravity was interpolated from observed gravity values.
 RC0419
 RC0419;                    North         East    Units  Estimated Accuracy
 RC0419;SPC OR N     -   201,840.    2,482,110.      MT  (+/- 180 meters Scaled)
 RC0419
 RC0419                          SUPERSEDED SURVEY CONTROL
 RC0419
 RC0419.No superseded survey control is available for this station.
 RC0419
 RC0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR774390(NAD 83)
 RC0419_MARKER: DB = BENCH MARK DISK
 RC0419_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 RC0419_SP_SET: FOUNDATION
 RC0419_STAMPING: H 341 1937 RESET 1949
 RC0419_MARK LOGO: CGS   
 RC0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0419+STABILITY: SURFACE MOTION
 RC0419
 RC0419  HISTORY     - Date     Condition        Report By
 RC0419  HISTORY     - 1949     MONUMENTED       CGS
 RC0419  HISTORY     - 1987     GOOD             NGS
 RC0419
 RC0419                          STATION DESCRIPTION
 RC0419
 RC0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 RC0419'IN MORO.
 RC0419'MARK IS SET FLUSH IN THE HORIZONTAL FACE OF THE FOUNDATION OF THE NEW
 RC0419'CONCRETE GRAIN ELEVATOR AT ABOUT GROUND LEVEL, 1.1 FEET FROM THE MOST
 RC0419'NORTHERLY CORNER OF THE FOUNDATION, 1.8 FEET FROM THE ELEVATOR WALL,
 RC0419'16.8 FEET NORTHEAST OF THE LOADING SPOUT, 21.7 FEET SOUTHEAST OF THE
 RC0419'CENTER LINE OF THE MAIN LINE TRACKS AND 52.8 FEET EAST OF THE SOUTH
 RC0419'CORNER OF THE EASTERN END OF THE U. P. RAILROAD STATION.
 RC0419
 RC0419                          STATION RECOVERY (1987)
 RC0419
 RC0419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RC0419'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.1 KM
 RC0419'(0.05 MI) SOUTH ALONG US HIGHWAY 97 FROM THE FIRST INTERSTATE BANK IN
 RC0419'MORO, THENCE 0.2 KM (0.10 MI) EAST ALONG A STREET TO A WAREHOUSE AND
 RC0419'A GRAIN ELEVATOR, 32.73 M (107.4 FT) SOUTH OF THE SOUTHEAST CORNER OF
 RC0419'THE MORO CITY HALL, 1.88 M (6.2 FT) SOUTHWEST OF THE SOUTHWEST CORNER
 RC0419'OF THE WAREHOUSE, 0.54 M (1.8 FT) WEST OF THE WEST SIDE OF THE
 RC0419'ELEVATOR, 1.82 M (6.0 FT) NORTHEAST OF A LADDER ON THE ELEVATOR.
 RC0419'THE MARK IS ABOVE LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0119 ***********************************************************************
 OA0119  DESIGNATION -  H 342
 OA0119  PID         -  OA0119
 OA0119  STATE/COUNTY-  OR/CURRY
 OA0119  USGS QUAD   -  AGNESS (1989)
 OA0119
 OA0119                         *CURRENT SURVEY CONTROL
 OA0119  ___________________________________________________________________
 OA0119* NAD 83(1986)-  42 30 52.     (N)    124 01 39.     (W)     SCALED    
 OA0119* NAVD 88     -       169.115  (meters)     554.84   (feet)  ADJUSTED  
 OA0119  ___________________________________________________________________
 OA0119  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 OA0119  DYNAMIC HT  -         169.059 (meters)     554.65  (feet)  COMP
 OA0119  MODELED GRAV-     980,286.2   (mgal)                       NAVD 88
 OA0119
 OA0119  VERT ORDER  -  SECOND    CLASS 0
 OA0119
 OA0119.The horizontal coordinates were scaled from a topographic map and have
 OA0119.an estimated accuracy of +/- 6 seconds.
 OA0119
 OA0119.The orthometric height was determined by differential leveling
 OA0119.and adjusted in June 1991.
 OA0119
 OA0119.The geoid height was determined by GEOID03.
 OA0119
 OA0119.The dynamic height is computed by dividing the NAVD 88
 OA0119.geopotential number by the normal gravity value computed on the
 OA0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0119.degrees latitude (g = 980.6199 gals.).
 OA0119
 OA0119.The modeled gravity was interpolated from observed gravity values.
 OA0119
 OA0119;                    North         East    Units  Estimated Accuracy
 OA0119;SPC OR S     -   100,280.    1,210,210.      MT  (+/- 180 meters Scaled)
 OA0119
 OA0119                          SUPERSEDED SURVEY CONTROL
 OA0119
 OA0119  NGVD 29 (??/??/92)  168.027  (m)          551.27   (f) ADJ UNCH    2 0
 OA0119
 OA0119.Superseded values are not recommended for survey control.
 OA0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0119.See file dsdata.txt to determine how the superseded data were derived.
 OA0119
 OA0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN155074(NAD 83)
 OA0119_MARKER: DB = BENCH MARK DISK
 OA0119_SETTING: 66 = SET IN ROCK OUTCROP
 OA0119_SP_SET: OUTCROP
 OA0119_STAMPING: H 342 1942
 OA0119_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OA0119+STABILITY: POSITION/ELEVATION WELL
 OA0119
 OA0119  HISTORY     - Date     Condition        Report By
 OA0119  HISTORY     - 1942     MONUMENTED       CGS
 OA0119
 OA0119                          STATION DESCRIPTION
 OA0119
 OA0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OA0119'4.8 MI SE FROM AGNESS.
 OA0119'ALONG A ROAD AND THE ILLINOIS RIVER TRAIL, 4 FEET WEST OF A
 OA0119'TRIANGULAR-BLAZED 40-INCH OAK TREE, 1 FOOT WEST OF CENTER LINE OF
 OA0119'TRAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0650 ***********************************************************************
 NZ0650  DESIGNATION -  H 343
 NZ0650  PID         -  NZ0650
 NZ0650  STATE/COUNTY-  OR/JOSEPHINE
 NZ0650  USGS QUAD   -  YORK BUTTE (1989)
 NZ0650
 NZ0650                         *CURRENT SURVEY CONTROL
 NZ0650  ___________________________________________________________________
 NZ0650* NAD 83(1986)-  42 24 02.     (N)    123 50 24.     (W)     SCALED    
 NZ0650* NAVD 88     -       423.494  (meters)    1389.41   (feet)  ADJUSTED  
 NZ0650  ___________________________________________________________________
 NZ0650  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 NZ0650  DYNAMIC HT  -         423.333 (meters)    1388.88  (feet)  COMP
 NZ0650  MODELED GRAV-     980,227.3   (mgal)                       NAVD 88
 NZ0650
 NZ0650  VERT ORDER  -  SECOND    CLASS 0
 NZ0650
 NZ0650.The horizontal coordinates were scaled from a topographic map and have
 NZ0650.an estimated accuracy of +/- 6 seconds.
 NZ0650
 NZ0650.The orthometric height was determined by differential leveling
 NZ0650.and adjusted in June 1991.
 NZ0650
 NZ0650.The geoid height was determined by GEOID03.
 NZ0650
 NZ0650.The dynamic height is computed by dividing the NAVD 88
 NZ0650.geopotential number by the normal gravity value computed on the
 NZ0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0650.degrees latitude (g = 980.6199 gals.).
 NZ0650
 NZ0650.The modeled gravity was interpolated from observed gravity values.
 NZ0650
 NZ0650;                    North         East    Units  Estimated Accuracy
 NZ0650;SPC OR S     -    87,010.    1,225,100.      MT  (+/- 180 meters Scaled)
 NZ0650
 NZ0650                          SUPERSEDED SURVEY CONTROL
 NZ0650
 NZ0650  NGVD 29 (??/??/92)  422.503  (m)         1386.16   (f) ADJ UNCH    2 0
 NZ0650
 NZ0650.Superseded values are not recommended for survey control.
 NZ0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0650.See file dsdata.txt to determine how the superseded data were derived.
 NZ0650
 NZ0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM308945(NAD 83)
 NZ0650_MARKER: DB = BENCH MARK DISK
 NZ0650_SETTING: 66 = SET IN ROCK OUTCROP
 NZ0650_SP_SET: ROCK OUTCROP
 NZ0650_STAMPING: H 343 1942
 NZ0650_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NZ0650+STABILITY: POSITION/ELEVATION WELL
 NZ0650
 NZ0650  HISTORY     - Date     Condition        Report By
 NZ0650  HISTORY     - 1942     MONUMENTED       CGS
 NZ0650
 NZ0650                          STATION DESCRIPTION
 NZ0650
 NZ0650'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NZ0650'26.7 MI SE FROM AGNESS.
 NZ0650'ALONG A ROAD AND THE ILLINOIS RIVER TRAIL, 19 FEET EAST OF A TRAIL
 NZ0650'SIGN, AGNESS 26 MILES BRIGGS CREEK 4 MILES, 4 FEET NORTH OF CENTER
 NZ0650'LINE OF TRAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0495 ***********************************************************************
 PC0495  DESIGNATION -  H 344
 PC0495  PID         -  PC0495
 PC0495  STATE/COUNTY-  OR/DOUGLAS
 PC0495  USGS QUAD   -  TENMILE (1990)
 PC0495
 PC0495                         *CURRENT SURVEY CONTROL
 PC0495  ___________________________________________________________________
 PC0495* NAD 83(1986)-  43 06 02.     (N)    123 33 10.     (W)     SCALED    
 PC0495* NAVD 88     -       206.429  (meters)     677.26   (feet)  ADJUSTED  
 PC0495  ___________________________________________________________________
 PC0495  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 PC0495  DYNAMIC HT  -         206.379 (meters)     677.10  (feet)  COMP
 PC0495  MODELED GRAV-     980,373.8   (mgal)                       NAVD 88
 PC0495
 PC0495  VERT ORDER  -  FIRST     CLASS II
 PC0495
 PC0495.The horizontal coordinates were scaled from a topographic map and have
 PC0495.an estimated accuracy of +/- 6 seconds.
 PC0495
 PC0495.The orthometric height was determined by differential leveling
 PC0495.and adjusted in June 1991.
 PC0495.WARNING-Repeat measurements at this control monument indicate possible
 PC0495.vertical movement.
 PC0495
 PC0495.The geoid height was determined by GEOID03.
 PC0495
 PC0495.The dynamic height is computed by dividing the NAVD 88
 PC0495.geopotential number by the normal gravity value computed on the
 PC0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0495.degrees latitude (g = 980.6199 gals.).
 PC0495
 PC0495.The modeled gravity was interpolated from observed gravity values.
 PC0495
 PC0495;                    North         East    Units  Estimated Accuracy
 PC0495;SPC OR S     -   163,810.    1,251,560.      MT  (+/- 180 meters Scaled)
 PC0495
 PC0495                          SUPERSEDED SURVEY CONTROL
 PC0495
 PC0495  NGVD 29 (??/??/92)  205.403  (m)          673.89   (f) ADJ UNCH    1 2
 PC0495
 PC0495.Superseded values are not recommended for survey control.
 PC0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0495.See file dsdata.txt to determine how the superseded data were derived.
 PC0495
 PC0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN550721(NAD 83)
 PC0495_MARKER: DB = BENCH MARK DISK
 PC0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0495_SP_SET: CONCRETE POST
 PC0495_STAMPING: H 344 1942
 PC0495_MARK LOGO: CGS   
 PC0495_PROJECTION: PROJECTING 10 CENTIMETERS
 PC0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0495+STABILITY: SURFACE MOTION
 PC0495
 PC0495  HISTORY     - Date     Condition        Report By
 PC0495  HISTORY     - 1942     MONUMENTED       CGS
 PC0495  HISTORY     - 1976     GOOD             NGS
 PC0495  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 PC0495  HISTORY     - 1987     GOOD             NGS
 PC0495
 PC0495                          STATION DESCRIPTION
 PC0495
 PC0495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 PC0495'1.1 MI E FROM TENMILE.
 PC0495'REACHED FROM THE TENMILE POST OFFICE GO EAST ON STATE HIGHWAY 42 FOR
 PC0495'1.1 MILES TO THE BENCH MARK ON THE LEFT, 80 FEET NORTHWEST, AND ACROSS
 PC0495'THE HIGHWAY FROM A DWELLING WITH A WHITE YARD FENCE, 56 FEET WEST OF A
 PC0495'DRIVEWAY NORTH, 30 FEET NORTH OF THE CENTER OF STATE HIGHWAY 42, 12
 PC0495'FEET EAST OF A FENCE CORNER, 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE
 PC0495'LINE, AND 1 FOOT EAST OF A METAL WITNESS POST SET IN A 6-INCH H SQUARE
 PC0495'CONCRET MONUMENT THAT PROJECTS 3-INCHES. NOTE-- AZIMUTH MARK FOR
 PC0495'TRIANGULATION STATION TENMILE 1942.
 PC0495
 PC0495                          STATION RECOVERY (1985)
 PC0495
 PC0495'RECOVERY NOTE BY US POWER SQUADRON 1985
 PC0495'MARK NOT FOUND.
 PC0495
 PC0495                          STATION RECOVERY (1987)
 PC0495
 PC0495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PC0495'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  13.2 KM
 PC0495'(8.20 MI) WESTERLY ALONG STATE HIGHWAY 42 FROM THE JUNCTION OF STATE
 PC0495'HIGHWAY 99 IN WINSTON, 75.5 M (247.7 FT) EAST OF THE CENTER OF TOWHEE
 PC0495'LANE, 16.8 M (55.1 FT) WEST OF THE CENTER OF A DRIVEWAY, 9.0 M
 PC0495'(29.5 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 3.8 M (12.5 FT)
 PC0495'EAST OF A FENCE CORNER.
 PC0495'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 PC0495'THE MARK IS 0.4 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0130 ***********************************************************************
 OA0130  DESIGNATION -  H 345
 OA0130  PID         -  OA0130
 OA0130  STATE/COUNTY-  OR/CURRY
 OA0130  USGS QUAD   -  ILLAHE (1989)
 OA0130
 OA0130                         *CURRENT SURVEY CONTROL
 OA0130  ___________________________________________________________________
 OA0130* NAD 83(1986)-  42 40 26.     (N)    124 03 58.     (W)     SCALED    
 OA0130* NAVD 88     -       624.359  (meters)    2048.42   (feet)  ADJUSTED  
 OA0130  ___________________________________________________________________
 OA0130  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 OA0130  DYNAMIC HT  -         624.153 (meters)    2047.74  (feet)  COMP
 OA0130  MODELED GRAV-     980,270.8   (mgal)                       NAVD 88
 OA0130
 OA0130  VERT ORDER  -  SECOND    CLASS 0
 OA0130
 OA0130.The horizontal coordinates were scaled from a topographic map and have
 OA0130.an estimated accuracy of +/- 6 seconds.
 OA0130
 OA0130.The orthometric height was determined by differential leveling
 OA0130.and adjusted in June 1991.
 OA0130
 OA0130.The geoid height was determined by GEOID03.
 OA0130
 OA0130.The dynamic height is computed by dividing the NAVD 88
 OA0130.geopotential number by the normal gravity value computed on the
 OA0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0130.degrees latitude (g = 980.6199 gals.).
 OA0130
 OA0130.The modeled gravity was interpolated from observed gravity values.
 OA0130
 OA0130;                    North         East    Units  Estimated Accuracy
 OA0130;SPC OR S     -   118,110.    1,207,790.      MT  (+/- 180 meters Scaled)
 OA0130
 OA0130                          SUPERSEDED SURVEY CONTROL
 OA0130
 OA0130  NGVD 29 (??/??/92)  623.254  (m)         2044.79   (f) ADJ UNCH    2 0
 OA0130
 OA0130.Superseded values are not recommended for survey control.
 OA0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0130.See file dsdata.txt to determine how the superseded data were derived.
 OA0130
 OA0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN126251(NAD 83)
 OA0130_MARKER: DB = BENCH MARK DISK
 OA0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OA0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OA0130_STAMPING: H 345 1942
 OA0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OA0130+STABILITY: SURFACE MOTION
 OA0130
 OA0130  HISTORY     - Date     Condition        Report By
 OA0130  HISTORY     - 1942     MONUMENTED       CGS
 OA0130  HISTORY     - 1964     MARK NOT FOUND   NGS
 OA0130  HISTORY     - 19861124 MARK NOT FOUND   USGS
 OA0130
 OA0130                          STATION DESCRIPTION
 OA0130
 OA0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OA0130'6.7 MI N FROM ILLAHE.
 OA0130'FROM THE POST OFFICE IN ILLAHE ALONG THE AGNESS-POWERS HIGHWAY, 0.95
 OA0130'MILE SOUTH OF THE SUMMIT OF COQUILLE-ROGUE RIVER DIVIDE, 21 FEET EAST
 OA0130'OF THE CENTER LINE OF ROAD, 27 FEET SOUTH OF A DRAW AND CULVERT, AND 3
 OA0130'FEET ABOVE ROAD LEVEL.  WITNESS POST SET.
 OA0130
 OA0130                          STATION RECOVERY (1964)
 OA0130
 OA0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 OA0130'MARK NOT FOUND.
 OA0130
 OA0130                          STATION RECOVERY (1986)
 OA0130
 OA0130'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (TAM)
 OA0130'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 OA0026 ***********************************************************************
 OA0026  DESIGNATION -  H 347
 OA0026  PID         -  OA0026
 OA0026  STATE/COUNTY-  OR/CURRY
 OA0026  USGS QUAD   -  AGNESS (1989)
 OA0026
 OA0026                         *CURRENT SURVEY CONTROL
 OA0026  ___________________________________________________________________
 OA0026* NAD 83(1986)-  42 33 23.     (N)    124 05 09.     (W)     SCALED    
 OA0026* NAVD 88     -        44.625  (meters)     146.41   (feet)  ADJUSTED  
 OA0026  ___________________________________________________________________
 OA0026  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 OA0026  DYNAMIC HT  -          44.611 (meters)     146.36  (feet)  COMP
 OA0026  MODELED GRAV-     980,295.5   (mgal)                       NAVD 88
 OA0026
 OA0026  VERT ORDER  -  SECOND    CLASS 0
 OA0026
 OA0026.The horizontal coordinates were scaled from a topographic map and have
 OA0026.an estimated accuracy of +/- 6 seconds.
 OA0026
 OA0026.The orthometric height was determined by differential leveling
 OA0026.and adjusted in June 1991.
 OA0026
 OA0026.The geoid height was determined by GEOID03.
 OA0026
 OA0026.The dynamic height is computed by dividing the NAVD 88
 OA0026.geopotential number by the normal gravity value computed on the
 OA0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OA0026.degrees latitude (g = 980.6199 gals.).
 OA0026
 OA0026.The modeled gravity was interpolated from observed gravity values.
 OA0026
 OA0026;                    North         East    Units  Estimated Accuracy
 OA0026;SPC OR S     -   105,140.    1,205,620.      MT  (+/- 180 meters Scaled)
 OA0026
 OA0026                          SUPERSEDED SURVEY CONTROL
 OA0026
 OA0026  NGVD 29 (??/??/92)   43.538  (m)          142.84   (f) ADJ UNCH    2 0
 OA0026
 OA0026.Superseded values are not recommended for survey control.
 OA0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OA0026.See file dsdata.txt to determine how the superseded data were derived.
 OA0026
 OA0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN108121(NAD 83)
 OA0026_MARKER: DB = BENCH MARK DISK
 OA0026_SETTING: 66 = SET IN ROCK OUTCROP
 OA0026_SP_SET: ROCK
 OA0026_STAMPING: H 347 1942
 OA0026_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OA0026+STABILITY: POSITION/ELEVATION WELL
 OA0026
 OA0026  HISTORY     - Date     Condition        Report By
 OA0026  HISTORY     - 1942     MONUMENTED       CGS
 OA0026  HISTORY     - 1964     GOOD             NGS
 OA0026  HISTORY     - 19861202 MARK NOT FOUND   USGS
 OA0026
 OA0026                          STATION DESCRIPTION
 OA0026
 OA0026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 OA0026'1.0 MI W FROM AGNESS.
 OA0026'1.0 MILE WEST OF AGNESS POST OFFICE ALONG THE ROGUE RIVER TRAIL, 0.25
 OA0026'MILE EAST OF THE CROOKED RIFFLE CAMP IN A TRIANGULAR SHAPED ROCK THAT
 OA0026'PROJECTS 6 INCHES.  IT IS 4 FEET WEST OF THE TRAIL, 2 FEET NORTHEAST
 OA0026'OF A TREE WITH A MULTIPLE TRUNK AND 0.5 FOOT SOUTHEAST OF A ROCK
 OA0026'CAIRN.  NOTE-- THIS IS THE ONLY ROCK ALONG THE TRAIL FOR 300 FEET TO
 OA0026'THE WEST AND FOR 100 FEET TO THE EAST.
 OA0026
 OA0026                          STATION RECOVERY (1986)
 OA0026
 OA0026'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (TAM)
 OA0026'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0732 ***********************************************************************
 NZ0732  DESIGNATION -  H 348
 NZ0732  PID         -  NZ0732
 NZ0732  STATE/COUNTY-  OR/JOSEPHINE
 NZ0732  USGS QUAD   -  BUNKER CREEK (1989)
 NZ0732
 NZ0732                         *CURRENT SURVEY CONTROL
 NZ0732  ___________________________________________________________________
 NZ0732* NAD 83(1986)-  42 43 38.     (N)    123 37 57.     (W)     SCALED    
 NZ0732* NAVD 88     -      1037.040  (meters)    3402.36   (feet)  ADJUSTED  
 NZ0732  ___________________________________________________________________
 NZ0732  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 NZ0732  DYNAMIC HT  -        1036.593 (meters)    3400.89  (feet)  COMP
 NZ0732  MODELED GRAV-     980,153.1   (mgal)                       NAVD 88
 NZ0732
 NZ0732  VERT ORDER  -  SECOND    CLASS 0
 NZ0732
 NZ0732.The horizontal coordinates were scaled from a topographic map and have
 NZ0732.an estimated accuracy of +/- 6 seconds.
 NZ0732
 NZ0732.The orthometric height was determined by differential leveling
 NZ0732.and adjusted in June 1991.
 NZ0732
 NZ0732.The geoid height was determined by GEOID03.
 NZ0732
 NZ0732.The dynamic height is computed by dividing the NAVD 88
 NZ0732.geopotential number by the normal gravity value computed on the
 NZ0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0732.degrees latitude (g = 980.6199 gals.).
 NZ0732
 NZ0732.The modeled gravity was interpolated from observed gravity values.
 NZ0732
 NZ0732;                    North         East    Units  Estimated Accuracy
 NZ0732;SPC OR S     -   122,610.    1,243,530.      MT  (+/- 180 meters Scaled)
 NZ0732
 NZ0732                          SUPERSEDED SURVEY CONTROL
 NZ0732
 NZ0732  NGVD 29 (??/??/92) 1035.937  (m)         3398.74   (f) ADJ UNCH    2 0
 NZ0732
 NZ0732.Superseded values are not recommended for survey control.
 NZ0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0732.See file dsdata.txt to determine how the superseded data were derived.
 NZ0732
 NZ0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN482307(NAD 83)
 NZ0732_MARKER: DB = BENCH MARK DISK
 NZ0732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ0732_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NZ0732_STAMPING: H 348 1942
 NZ0732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0732+STABILITY: SURFACE MOTION
 NZ0732
 NZ0732  HISTORY     - Date     Condition        Report By
 NZ0732  HISTORY     - 1942     MONUMENTED       CGS
 NZ0732  HISTORY     - 1964     MARK NOT FOUND   NGS
 NZ0732  HISTORY     - 19850919 GOOD             USGS
 NZ0732
 NZ0732                          STATION DESCRIPTION
 NZ0732
 NZ0732'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NZ0732'19.3 MI NW FROM GALICE.
 NZ0732'ALONG THE MULE CREEK ROAD, ABOUT 15 FEET EAST OF THE ROAD, ABOUT 7
 NZ0732'FEET NORTH OF AN 8-INCH GALVANIZED-IRON CULVERT AND A SMALL SPRING,
 NZ0732'AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD.  A WITNESS POST IS
 NZ0732'SET NEAR THE MARK.
 NZ0732
 NZ0732                          STATION RECOVERY (1964)
 NZ0732
 NZ0732'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 NZ0732'MARK NOT FOUND.
 NZ0732
 NZ0732                          STATION RECOVERY (1985)
 NZ0732
 NZ0732'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (ALM)
 NZ0732'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0610 ***********************************************************************
 NZ0610  DESIGNATION -  H 349
 NZ0610  PID         -  NZ0610
 NZ0610  STATE/COUNTY-  OR/JOSEPHINE
 NZ0610  USGS QUAD   -  CAVE JUNCTION (1989)
 NZ0610
 NZ0610                         *CURRENT SURVEY CONTROL
 NZ0610  ___________________________________________________________________
 NZ0610* NAD 83(1986)-  42 13 33.     (N)    123 42 14.     (W)     SCALED    
 NZ0610* NAVD 88     -       463.515  (meters)    1520.72   (feet)  ADJUSTED  
 NZ0610  ___________________________________________________________________
 NZ0610  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 NZ0610  DYNAMIC HT  -         463.328 (meters)    1520.10  (feet)  COMP
 NZ0610  MODELED GRAV-     980,203.7   (mgal)                       NAVD 88
 NZ0610
 NZ0610  VERT ORDER  -  SECOND    CLASS 0
 NZ0610
 NZ0610.The horizontal coordinates were scaled from a topographic map and have
 NZ0610.an estimated accuracy of +/- 6 seconds.
 NZ0610
 NZ0610.The orthometric height was determined by differential leveling
 NZ0610.and adjusted in June 1991.
 NZ0610
 NZ0610.The geoid height was determined by GEOID03.
 NZ0610
 NZ0610.The dynamic height is computed by dividing the NAVD 88
 NZ0610.geopotential number by the normal gravity value computed on the
 NZ0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0610.degrees latitude (g = 980.6199 gals.).
 NZ0610
 NZ0610.The modeled gravity was interpolated from observed gravity values.
 NZ0610
 NZ0610;                    North         East    Units  Estimated Accuracy
 NZ0610;SPC OR S     -    67,180.    1,235,550.      MT  (+/- 180 meters Scaled)
 NZ0610
 NZ0610                          SUPERSEDED SURVEY CONTROL
 NZ0610
 NZ0610  NGVD 29 (??/??/92)  462.530  (m)         1517.48   (f) ADJ UNCH    2 0
 NZ0610
 NZ0610.Superseded values are not recommended for survey control.
 NZ0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0610.See file dsdata.txt to determine how the superseded data were derived.
 NZ0610
 NZ0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM419750(NAD 83)
 NZ0610_MARKER: DB = BENCH MARK DISK
 NZ0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ0610_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NZ0610_STAMPING: H 349 1942
 NZ0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0610+STABILITY: SURFACE MOTION
 NZ0610
 NZ0610  HISTORY     - Date     Condition        Report By
 NZ0610  HISTORY     - 1942     MONUMENTED       CGS
 NZ0610  HISTORY     - 1964     GOOD             NGS
 NZ0610  HISTORY     - 1980     GOOD             LOCSUR
 NZ0610
 NZ0610                          STATION DESCRIPTION
 NZ0610
 NZ0610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 NZ0610'7.6 MI W FROM KERBY.
 NZ0610'2.4 MILES NORTHEAST ALONG U.S. HIGHWAY 199 FROM THE KERBY POST OFFICE
 NZ0610'TO THE EIGHT DOLLAR MTN ROAD ON THE LEFT, NORTHWEST ON THE EIGHT
 NZ0610'DOLLAR MTN. ROAD FOR 3.0 MILES TO THE BRIDGE OVER THE ILLINOIS RIVER,
 NZ0610'CONTINUE SOUTHWEST ON THE EIGHT DOLLAR MTN. ROAD FOR 2.0 MILES TO A
 NZ0610'FORK, TAKE LEFT FORK, FIDDLERS GULCH ROAD SOUTHWEST FOR 0.2 MILE TO
 NZ0610'MARK ON THE RIGHT, 20 FEET SOUTHEAST OF THE NORTHEAST CORNER OF HARVEY
 NZ0610'SMITHS HOUSE, 16 FEET NORTHWEST OF THE CENTER OF THE ROAD AND 0.5 FOOT
 NZ0610'EAST OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 10 INCHES.
 NZ0610
 NZ0610                          STATION RECOVERY (1980)
 NZ0610
 NZ0610'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 NZ0610'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0182 ***********************************************************************
 QC0182  DESIGNATION -  H 35
 QC0182  PID         -  QC0182
 QC0182  STATE/COUNTY-  OR/GRANT
 QC0182  USGS QUAD   -  AUSTIN (1983)
 QC0182
 QC0182                         *CURRENT SURVEY CONTROL
 QC0182  ___________________________________________________________________
 QC0182* NAD 83(1986)-  44 34 34.     (N)    118 29 10.     (W)     SCALED    
 QC0182* NAVD 88     -      1287.181  (meters)    4223.03   (feet)  ADJUSTED  
 QC0182  ___________________________________________________________________
 QC0182  GEOID HEIGHT-         -17.44  (meters)                     GEOID03
 QC0182  DYNAMIC HT  -        1286.639 (meters)    4221.25  (feet)  COMP
 QC0182  MODELED GRAV-     980,151.9   (mgal)                       NAVD 88
 QC0182
 QC0182  VERT ORDER  -  FIRST     CLASS II
 QC0182
 QC0182.The horizontal coordinates were scaled from a topographic map and have
 QC0182.an estimated accuracy of +/- 6 seconds.
 QC0182
 QC0182.The orthometric height was determined by differential leveling
 QC0182.and adjusted in June 1991.
 QC0182
 QC0182.The geoid height was determined by GEOID03.
 QC0182
 QC0182.The dynamic height is computed by dividing the NAVD 88
 QC0182.geopotential number by the normal gravity value computed on the
 QC0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0182.degrees latitude (g = 980.6199 gals.).
 QC0182
 QC0182.The modeled gravity was interpolated from observed gravity values.
 QC0182
 QC0182;                    North         East    Units  Estimated Accuracy
 QC0182;SPC OR N     -   103,050.    2,659,930.      MT  (+/- 180 meters Scaled)
 QC0182
 QC0182                          SUPERSEDED SURVEY CONTROL
 QC0182
 QC0182  NGVD 29 (??/??/92) 1285.939  (m)         4218.95   (f) ADJ UNCH    1 2
 QC0182
 QC0182.Superseded values are not recommended for survey control.
 QC0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0182.See file dsdata.txt to determine how the superseded data were derived.
 QC0182
 QC0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK820369(NAD 83)
 QC0182_MARKER: DB = BENCH MARK DISK
 QC0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QC0182_STAMPING: 4219.332 H 35 1930
 QC0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0182+STABILITY: SURFACE MOTION
 QC0182
 QC0182  HISTORY     - Date     Condition        Report By
 QC0182  HISTORY     - 1930     MONUMENTED       CGS
 QC0182  HISTORY     - 1972     MARK NOT FOUND   NGS
 QC0182  HISTORY     - 1985     MARK NOT FOUND   NGS
 QC0182
 QC0182                          STATION DESCRIPTION
 QC0182
 QC0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 QC0182'17.8 MI NE FROM PRAIRIE CITY.
 QC0182'ABOUT 17.8 MILES NORTHEAST ALONG THE JOHN DAY HIGHWAY (U. S. 28) FROM
 QC0182'PRAIRIE CITY, GRANT COUNTY, ABOUT 0.4 MILE EAST OF THE OREGON STATE
 QC0182'HIGHWAY DEPARTMENT MAINTENANCE SHED, AT THE EAST END OF A SMALL FLAT
 QC0182'BETWEEN THE HIGHWAY AND A CREEK, 62 FEET EAST OF A 36-INCH PINE TREE,
 QC0182'8 FEET WEST AND 9 FEET NORTH OF THE CREEK BANK, AND 27 FEET SOUTH OF
 QC0182'THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED 4219.332 H
 QC0182'35 1930 AND SET IN THE TOP OF A CONCRETE POST.
 QC0182
 QC0182                          STATION RECOVERY (1972)
 QC0182
 QC0182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 QC0182'MARK NOT FOUND.
 QC0182
 QC0182                          STATION RECOVERY (1985)
 QC0182
 QC0182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QC0182'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0378 ***********************************************************************
 NY0378  DESIGNATION -  H 350
 NY0378  PID         -  NY0378
 NY0378  STATE/COUNTY-  OR/KLAMATH
 NY0378  USGS QUAD   -  SPRAGUE RIVER WEST (1985)
 NY0378
 NY0378                         *CURRENT SURVEY CONTROL
 NY0378  ___________________________________________________________________
 NY0378* NAD 83(1986)-  42 23 01.     (N)    121 32 42.     (W)     SCALED    
 NY0378* NAVD 88     -      1376.570  (meters)    4516.30   (feet)  ADJUSTED  
 NY0378  ___________________________________________________________________
 NY0378  GEOID HEIGHT-         -22.06  (meters)                     GEOID03
 NY0378  DYNAMIC HT  -        1375.743 (meters)    4513.58  (feet)  COMP
 NY0378  MODELED GRAV-     979,972.8   (mgal)                       NAVD 88
 NY0378
 NY0378  VERT ORDER  -  SECOND    CLASS 0
 NY0378
 NY0378.The horizontal coordinates were scaled from a topographic map and have
 NY0378.an estimated accuracy of +/- 6 seconds.
 NY0378
 NY0378.The orthometric height was determined by differential leveling
 NY0378.and adjusted in June 1991.
 NY0378
 NY0378.The geoid height was determined by GEOID03.
 NY0378
 NY0378.The dynamic height is computed by dividing the NAVD 88
 NY0378.geopotential number by the normal gravity value computed on the
 NY0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0378.degrees latitude (g = 980.6199 gals.).
 NY0378
 NY0378.The modeled gravity was interpolated from observed gravity values.
 NY0378
 NY0378;                    North         East    Units  Estimated Accuracy
 NY0378;SPC OR S     -    80,180.    1,413,950.      MT  (+/- 180 meters Scaled)
 NY0378
 NY0378                          SUPERSEDED SURVEY CONTROL
 NY0378
 NY0378  NGVD 29 (??/??/92) 1375.454  (m)         4512.64   (f) ADJ UNCH    2 0
 NY0378
 NY0378.Superseded values are not recommended for survey control.
 NY0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0378.See file dsdata.txt to determine how the superseded data were derived.
 NY0378
 NY0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM197933(NAD 83)
 NY0378_MARKER: DB = BENCH MARK DISK
 NY0378_SETTING: 66 = SET IN ROCK OUTCROP
 NY0378_SP_SET: OUTCROP
 NY0378_STAMPING: H 350 1943
 NY0378_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NY0378+STABILITY: POSITION/ELEVATION WELL
 NY0378
 NY0378  HISTORY     - Date     Condition        Report By
 NY0378  HISTORY     - 1943     MONUMENTED       CGS
 NY0378  HISTORY     - 1961     GOOD             NGS
 NY0378
 NY0378                          STATION DESCRIPTION
 NY0378
 NY0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 NY0378'6.3 MI S FROM SPRAGUE RIVER.
 NY0378'THIS MARK IS ABOUT 6.3 MILES SOUTH ALONG THE ROAD TO DAIRY FROM THE
 NY0378'POST OFFICE AT SPRAGUE RIVER, KLAMATH COUNTY, SET IN THE TOP OF A ROCK
 NY0378'OUTCROP AT THE KLAMATH INDIAN RESERVATION BOUNDARY LINE, 60.0 FEET
 NY0378'SOUTHEAST OF THE ENTRANCE SIGN, 28.0 FEET SOUTH OF AND OLD FENCE LINE,
 NY0378'77.0 FEET EAST OF THE CENTER LINE OF THE ROAD.
 NY0378
 NY0378                          STATION RECOVERY (1961)
 NY0378
 NY0378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 NY0378'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0561 ***********************************************************************
 NY0561  DESIGNATION -  H 352
 NY0561  PID         -  NY0561
 NY0561  STATE/COUNTY-  OR/KLAMATH
 NY0561  USGS QUAD   -  BUTTES OF THE GODS (1988)
 NY0561
 NY0561                         *CURRENT SURVEY CONTROL
 NY0561  ___________________________________________________________________
 NY0561* NAD 83(1986)-  42 30 57.     (N)    121 34 13.     (W)     SCALED    
 NY0561* NAVD 88     -      1308.151  (meters)    4291.83   (feet)  ADJUSTED  
 NY0561  ___________________________________________________________________
 NY0561  GEOID HEIGHT-         -22.05  (meters)                     GEOID03
 NY0561  DYNAMIC HT  -        1307.380 (meters)    4289.30  (feet)  COMP
 NY0561  MODELED GRAV-     979,986.3   (mgal)                       NAVD 88
 NY0561
 NY0561  VERT ORDER  -  SECOND    CLASS 0
 NY0561
 NY0561.The horizontal coordinates were scaled from a topographic map and have
 NY0561.an estimated accuracy of +/- 6 seconds.
 NY0561
 NY0561.The orthometric height was determined by differential leveling
 NY0561.and adjusted in June 1991.
 NY0561
 NY0561.The geoid height was determined by GEOID03.
 NY0561
 NY0561.The dynamic height is computed by dividing the NAVD 88
 NY0561.geopotential number by the normal gravity value computed on the
 NY0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0561.degrees latitude (g = 980.6199 gals.).
 NY0561
 NY0561.The modeled gravity was interpolated from observed gravity values.
 NY0561
 NY0561;                    North         East    Units  Estimated Accuracy
 NY0561;SPC OR S     -    94,890.    1,412,050.      MT  (+/- 180 meters Scaled)
 NY0561
 NY0561                          SUPERSEDED SURVEY CONTROL
 NY0561
 NY0561  NGVD 29 (??/??/92) 1307.022  (m)         4288.12   (f) ADJ UNCH    2 0
 NY0561
 NY0561.Superseded values are not recommended for survey control.
 NY0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0561.See file dsdata.txt to determine how the superseded data were derived.
 NY0561
 NY0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFN174080(NAD 83)
 NY0561_MARKER: DB = BENCH MARK DISK
 NY0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0561_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NY0561_STAMPING: H 352 1943
 NY0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0561+STABILITY: SURFACE MOTION
 NY0561
 NY0561  HISTORY     - Date     Condition        Report By
 NY0561  HISTORY     - 1943     MONUMENTED       CGS
 NY0561  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 NY0561
 NY0561                          STATION DESCRIPTION
 NY0561
 NY0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 NY0561'5.9 MI NW FROM SPRAGUE RIVER.
 NY0561'ABOUT 5.9 MILES NORTHWEST ALONG THE SPRAGUE RIVER ROAD FROM THE POST
 NY0561'OFFICE AT SPRAGUE RIVER, KLAMATH COUNTY, 53 FEET SOUTHWEST OF THE
 NY0561'CENTER LINE OF THE ROAD, AT A TURN TO THE WEST IN A
 NY0561'NORTHWEST-SOUTHEAST FENCE, 10 FEET WEST OF THE ANGLE IN THE FENCE, 2
 NY0561'FEET NORTH OF THE FENCE, AND 2 FEET EAST OF A WHITE WOODEN WITNESS
 NY0561'POST.  A STANDARD DISK, STAMPED H 352 1943 AND SET IN THE TOP OF A
 NY0561'CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 NY0561
 NY0561                          STATION RECOVERY (1984)
 NY0561
 NY0561'RECOVERY NOTE BY US POWER SQUADRON 1984 (CDL)
 NY0561'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0539 ***********************************************************************
 NZ0539  DESIGNATION -  H 353
 NZ0539  PID         -  NZ0539
 NZ0539  STATE/COUNTY-  OR/JOSEPHINE
 NZ0539  USGS QUAD   -  WILDERVILLE (1996)
 NZ0539
 NZ0539                         *CURRENT SURVEY CONTROL
 NZ0539  ___________________________________________________________________
 NZ0539* NAD 83(1986)-  42 29 32.     (N)    123 22 58.     (W)     SCALED    
 NZ0539* NAVD 88     -       348.016  (meters)    1141.78   (feet)  ADJUSTED  
 NZ0539  ___________________________________________________________________
 NZ0539  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 NZ0539  DYNAMIC HT  -         347.895 (meters)    1141.39  (feet)  COMP
 NZ0539  MODELED GRAV-     980,265.1   (mgal)                       NAVD 88
 NZ0539
 NZ0539  VERT ORDER  -  FIRST     CLASS II
 NZ0539
 NZ0539.The horizontal coordinates were scaled from a topographic map and have
 NZ0539.an estimated accuracy of +/- 6 seconds.
 NZ0539
 NZ0539.The orthometric height was determined by differential leveling
 NZ0539.and adjusted in June 1991.
 NZ0539
 NZ0539.The geoid height was determined by GEOID03.
 NZ0539
 NZ0539.The dynamic height is computed by dividing the NAVD 88
 NZ0539.geopotential number by the normal gravity value computed on the
 NZ0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0539.degrees latitude (g = 980.6199 gals.).
 NZ0539
 NZ0539.The modeled gravity was interpolated from observed gravity values.
 NZ0539
 NZ0539;                    North         East    Units  Estimated Accuracy
 NZ0539;SPC OR S     -    95,780.    1,263,070.      MT  (+/- 180 meters Scaled)
 NZ0539
 NZ0539                          SUPERSEDED SURVEY CONTROL
 NZ0539
 NZ0539  NGVD 29 (??/??/92)  347.001  (m)         1138.45   (f) ADJ UNCH    1 2
 NZ0539
 NZ0539.Superseded values are not recommended for survey control.
 NZ0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0539.See file dsdata.txt to determine how the superseded data were derived.
 NZ0539
 NZ0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN685045(NAD 83)
 NZ0539_MARKER: DB = BENCH MARK DISK
 NZ0539_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NZ0539_SP_SET: HEADWALL
 NZ0539_STAMPING: H 353 1942
 NZ0539_MARK LOGO: CGS   
 NZ0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0539+STABILITY: SURFACE MOTION
 NZ0539
 NZ0539  HISTORY     - Date     Condition        Report By
 NZ0539  HISTORY     - 1942     MONUMENTED       CGS
 NZ0539  HISTORY     - 1954     GOOD             NGS
 NZ0539  HISTORY     - 1987     GOOD             NGS
 NZ0539
 NZ0539                          STATION DESCRIPTION
 NZ0539
 NZ0539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NZ0539'5.6 MI NW FROM GRANTS PASS.
 NZ0539'5.6 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 NZ0539'THE STATION AT GRANTS PASS, AT 14-INCH CORRUGATED METAL PIPE CULVERT
 NZ0539'479.63, IN THE TOP OF THE NORTH END OF WEST CONCRETE HEAD WALL, 14.3
 NZ0539'FEET WEST OF THE WEST RAIL, AND ABOUT 4 1/2 FEET LOWER THAN THE TRACK.
 NZ0539
 NZ0539                          STATION RECOVERY (1987)
 NZ0539
 NZ0539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 NZ0539'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  9.2 KM
 NZ0539'(5.70 MI) NORTHWESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM ITS
 NZ0539'JUNCTION WITH 6TH STREET IN GRANTS PASS.  ADD--0.3 KM (0.2 MI)
 NZ0539'SOUTH-SOUTHEAST OF THE INTERSTECTION OF CAMP JOY ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD0698 ***********************************************************************
 RD0698  DESIGNATION -  H 354
 RD0698  PID         -  RD0698
 RD0698  STATE/COUNTY-  OR/WASHINGTON
 RD0698  USGS QUAD   -  BUXTON (1992)
 RD0698
 RD0698                         *CURRENT SURVEY CONTROL
 RD0698  ___________________________________________________________________
 RD0698* NAD 83(1986)-  45 41 37.     (N)    123 12 45.     (W)     SCALED    
 RD0698* NAVD 88     -       170.996  (meters)     561.01   (feet)  ADJUSTED  
 RD0698  ___________________________________________________________________
 RD0698  GEOID HEIGHT-         -21.63  (meters)                     GEOID03
 RD0698  DYNAMIC HT  -         170.999 (meters)     561.02  (feet)  COMP
 RD0698  MODELED GRAV-     980,629.4   (mgal)                       NAVD 88
 RD0698
 RD0698  VERT ORDER  -  SECOND    CLASS 0
 RD0698
 RD0698.The horizontal coordinates were scaled from a topographic map and have
 RD0698.an estimated accuracy of +/- 6 seconds.
 RD0698
 RD0698.The orthometric height was determined by differential leveling
 RD0698.and adjusted in June 1991.
 RD0698
 RD0698.The geoid height was determined by GEOID03.
 RD0698
 RD0698.The dynamic height is computed by dividing the NAVD 88
 RD0698.geopotential number by the normal gravity value computed on the
 RD0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0698.degrees latitude (g = 980.6199 gals.).
 RD0698
 RD0698.The modeled gravity was interpolated from observed gravity values.
 RD0698
 RD0698;                    North         East    Units  Estimated Accuracy
 RD0698;SPC OR N     -   228,790.    2,288,780.      MT  (+/- 180 meters Scaled)
 RD0698
 RD0698                          SUPERSEDED SURVEY CONTROL
 RD0698
 RD0698  NGVD 29 (??/??/92)  169.924  (m)          557.49   (f) ADJ UNCH    2 0
 RD0698
 RD0698.Superseded values are not recommended for survey control.
 RD0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0698.See file dsdata.txt to determine how the superseded data were derived.
 RD0698
 RD0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR834600(NAD 83)
 RD0698_MARKER: DB = BENCH MARK DISK
 RD0698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0698_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0698_STAMPING: H 354 1942
 RD0698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0698+STABILITY: SURFACE MOTION
 RD0698
 RD0698  HISTORY     - Date     Condition        Report By
 RD0698  HISTORY     - 1942     MONUMENTED       CGS
 RD0698  HISTORY     - 1974     MARK NOT FOUND   NGS
 RD0698  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 RD0698  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 RD0698  HISTORY     - 19940717 MARK NOT FOUND   USPSQD
 RD0698
 RD0698                          STATION DESCRIPTION
 RD0698
 RD0698'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 RD0698'1.5 MI W FROM BUXTON.
 RD0698'ALONG STATE HIGHWAY 2, 125 WEST OF THE CENTER LINE OF THE HIGHWAY
 RD0698'OPPOSITE A HIGH CUT IN A LARGE CLEARED AREA.  WITNESS POST SET.
 RD0698
 RD0698                          STATION RECOVERY (1974)
 RD0698
 RD0698'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 RD0698'MARK NOT FOUND.
 RD0698
 RD0698                          STATION RECOVERY (1989)
 RD0698
 RD0698'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RD0698'MARK NOT FOUND.
 RD0698
 RD0698                          STATION RECOVERY (1989)
 RD0698
 RD0698'RECOVERY NOTE BY US POWER SQUADRON 1989 (AJ)
 RD0698'MARK NOT FOUND.
 RD0698
 RD0698                          STATION RECOVERY (1994)
 RD0698
 RD0698'RECOVERY NOTE BY US POWER SQUADRON 1994
 RD0698'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1179 ***********************************************************************
 QD1179  DESIGNATION -  H 355
 QD1179  PID         -  QD1179
 QD1179  STATE/COUNTY-  OR/MARION
 QD1179  USGS QUAD   -  OLALLIE BUTTE (1988)
 QD1179
 QD1179                         *CURRENT SURVEY CONTROL
 QD1179  ___________________________________________________________________
 QD1179* NAD 83(1986)-  44 47 40.     (N)    121 50 34.     (W)     SCALED    
 QD1179* NAVD 88     -      1298.041  (meters)    4258.66   (feet)  ADJUSTED  
 QD1179  ___________________________________________________________________
 QD1179  GEOID HEIGHT-         -21.08  (meters)                     GEOID03
 QD1179  DYNAMIC HT  -        1297.600 (meters)    4257.21  (feet)  COMP
 QD1179  MODELED GRAV-     980,232.4   (mgal)                       NAVD 88
 QD1179
 QD1179  VERT ORDER  -  SECOND    CLASS 0
 QD1179
 QD1179.The horizontal coordinates were scaled from a topographic map and have
 QD1179.an estimated accuracy of +/- 6 seconds.
 QD1179
 QD1179.The orthometric height was determined by differential leveling
 QD1179.and adjusted in June 1991.
 QD1179
 QD1179.The geoid height was determined by GEOID03.
 QD1179
 QD1179.The dynamic height is computed by dividing the NAVD 88
 QD1179.geopotential number by the normal gravity value computed on the
 QD1179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1179.degrees latitude (g = 980.6199 gals.).
 QD1179
 QD1179.The modeled gravity was interpolated from observed gravity values.
 QD1179
 QD1179;                    North         East    Units  Estimated Accuracy
 QD1179;SPC OR N     -   126,200.    2,393,760.      MT  (+/- 180 meters Scaled)
 QD1179
 QD1179                          SUPERSEDED SURVEY CONTROL
 QD1179
 QD1179  NGVD 29 (??/??/92) 1296.851  (m)         4254.75   (f) ADJ UNCH    2 0
 QD1179
 QD1179.Superseded values are not recommended for survey control.
 QD1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1179.See file dsdata.txt to determine how the superseded data were derived.
 QD1179
 QD1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ915607(NAD 83)
 QD1179_MARKER: DB = BENCH MARK DISK
 QD1179_SETTING: 80 = SET IN A BOULDER
 QD1179_SP_SET: BOULDER
 QD1179_STAMPING: H 355 1942
 QD1179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD1179+STABILITY: SURFACE MOTION
 QD1179
 QD1179  HISTORY     - Date     Condition        Report By
 QD1179  HISTORY     - 1942     MONUMENTED       CGS
 QD1179  HISTORY     - 1943     GOOD             NGS
 QD1179  HISTORY     - 1961     MARK NOT FOUND   NGS
 QD1179  HISTORY     - 19951011 MARK NOT FOUND   NGS
 QD1179
 QD1179                          STATION DESCRIPTION
 QD1179
 QD1179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QD1179'8.4 MI NE FROM BREITENBUSH HOT SPRINGS.
 QD1179'ABOUT 8.4 MILES NORTHEAST ALONG THE BREITENBUSH ROAD FROM BREITENBUSH
 QD1179'HOT SPRINGS, 9.3 MILES SOUTHWEST OF THE OLALLIE GUARD STATION, 0.55
 QD1179'MILE NORTHEAST OF A VIEW POINT, SET ON THE OUTSIDE OF A CURVE IN THE
 QD1179'TOP OF A LARGE BOULDER, 32.0 FEET SOUTHEAST OF THE CENTER LINE OF THE
 QD1179'ROAD, THE LETTERS B.M. ARE PAINTED ON THE NORTHWEST SIDE OF THE
 QD1179'BOULDER.
 QD1179
 QD1179                          STATION RECOVERY (1961)
 QD1179
 QD1179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 QD1179'MARK NOT FOUND.
 QD1179
 QD1179                          STATION RECOVERY (1995)
 QD1179
 QD1179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (LLR)
 QD1179'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE0306 ***********************************************************************
 QE0306  DESIGNATION -  H 356
 QE0306  PID         -  QE0306
 QE0306  STATE/COUNTY-  OR/LANE
 QE0306  USGS QUAD   -  VIDA (1988)
 QE0306
 QE0306                         *CURRENT SURVEY CONTROL
 QE0306  ___________________________________________________________________
 QE0306* NAD 83(1986)-  44 08 19.     (N)    122 33 18.     (W)     SCALED    
 QE0306* NAVD 88     -       246.305  (meters)     808.09   (feet)  ADJUSTED  
 QE0306  ___________________________________________________________________
 QE0306  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 QE0306  DYNAMIC HT  -         246.255 (meters)     807.92  (feet)  COMP
 QE0306  MODELED GRAV-     980,408.6   (mgal)                       NAVD 88
 QE0306
 QE0306  VERT ORDER  -  FIRST     CLASS II
 QE0306
 QE0306.The horizontal coordinates were scaled from a topographic map and have
 QE0306.an estimated accuracy of +/- 6 seconds.
 QE0306
 QE0306.The orthometric height was determined by differential leveling
 QE0306.and adjusted in June 1991.
 QE0306
 QE0306.The geoid height was determined by GEOID03.
 QE0306
 QE0306.The dynamic height is computed by dividing the NAVD 88
 QE0306.geopotential number by the normal gravity value computed on the
 QE0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE0306.degrees latitude (g = 980.6199 gals.).
 QE0306
 QE0306.The modeled gravity was interpolated from observed gravity values.
 QE0306
 QE0306;                    North         East    Units  Estimated Accuracy
 QE0306;SPC OR S     -   276,620.    1,335,570.      MT  (+/- 180 meters Scaled)
 QE0306
 QE0306                          SUPERSEDED SURVEY CONTROL
 QE0306
 QE0306  NGVD 29 (??/??/92)  245.174  (m)          804.38   (f) ADJ UNCH    1 2
 QE0306
 QE0306.Superseded values are not recommended for survey control.
 QE0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE0306.See file dsdata.txt to determine how the superseded data were derived.
 QE0306
 QE0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP355873(NAD 83)
 QE0306_MARKER: DB = BENCH MARK DISK
 QE0306_SETTING: 66 = SET IN ROCK OUTCROP
 QE0306_SP_SET: ROCK CUT
 QE0306_STAMPING: H 356 1943
 QE0306_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QE0306+STABILITY: POSITION/ELEVATION WELL
 QE0306
 QE0306  HISTORY     - Date     Condition        Report By
 QE0306  HISTORY     - 1943     MONUMENTED       CGS
 QE0306  HISTORY     - 1987     MARK NOT FOUND   NGS
 QE0306
 QE0306                          STATION DESCRIPTION
 QE0306
 QE0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 QE0306'1.1 MI E FROM VIDA.
 QE0306'THIS MARK IS ABOUT 1.1 MILE EAST ALONG U.S. HIGHWAY 28 FROM THE POST
 QE0306'OFFICE AT VIDA, LANE COUNTY, 0.2 MILE SOUTHEAST OF A 2 STORY WHITE
 QE0306'HOUSE, ABOUT 300 FEET EAST OF A LARGE YELLOW BARN, SET VERTICALLY IN
 QE0306'THE NORTHWEST END OF A 20 FOOT ROCK CUT IN HIGHWAY, ABOUT 5 FEET ABOVE
 QE0306'THE LEVEL OF THE HIGHWAY 20.0 FEET NORTHEAST OF THE CENTER LINE OF THE
 QE0306'HIGHWAY.
 QE0306
 QE0306                          STATION RECOVERY (1987)
 QE0306
 QE0306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QE0306'THERE HAS BEEN ROAD CONSTRUCTION IN THIS AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0280 ***********************************************************************
 NY0280  DESIGNATION -  H 357
 NY0280  PID         -  NY0280
 NY0280  STATE/COUNTY-  OR/KLAMATH
 NY0280  USGS QUAD   -  BEATTY (1988)
 NY0280
 NY0280                         *CURRENT SURVEY CONTROL
 NY0280  ___________________________________________________________________
 NY0280* NAD 83(1986)-  42 25 43.     (N)    121 18 19.     (W)     SCALED    
 NY0280* NAVD 88     -      1348.607  (meters)    4424.55   (feet)  ADJUSTED  
 NY0280  ___________________________________________________________________
 NY0280  GEOID HEIGHT-         -21.88  (meters)                     GEOID03
 NY0280  DYNAMIC HT  -        1347.792 (meters)    4421.88  (feet)  COMP
 NY0280  MODELED GRAV-     979,970.3   (mgal)                       NAVD 88
 NY0280
 NY0280  VERT ORDER  -  FIRST     CLASS II
 NY0280
 NY0280.The horizontal coordinates were scaled from a topographic map and have
 NY0280.an estimated accuracy of +/- 6 seconds.
 NY0280
 NY0280.The orthometric height was determined by differential leveling
 NY0280.and adjusted in June 1991.
 NY0280
 NY0280.The geoid height was determined by GEOID03.
 NY0280
 NY0280.The dynamic height is computed by dividing the NAVD 88
 NY0280.geopotential number by the normal gravity value computed on the
 NY0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0280.degrees latitude (g = 980.6199 gals.).
 NY0280
 NY0280.The modeled gravity was interpolated from observed gravity values.
 NY0280
 NY0280;                    North         East    Units  Estimated Accuracy
 NY0280;SPC OR S     -    84,960.    1,433,730.      MT  (+/- 180 meters Scaled)
 NY0280
 NY0280                          SUPERSEDED SURVEY CONTROL
 NY0280
 NY0280  NGVD 29 (??/??/92) 1347.481  (m)         4420.86   (f) ADJ UNCH    1 2
 NY0280
 NY0280.Superseded values are not recommended for survey control.
 NY0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0280.See file dsdata.txt to determine how the superseded data were derived.
 NY0280
 NY0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM394987(NAD 83)
 NY0280_MARKER: DB = BENCH MARK DISK
 NY0280_SETTING: 66 = SET IN ROCK OUTCROP
 NY0280_SP_SET: ROCK
 NY0280_STAMPING: H 357 1942
 NY0280_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NY0280+STABILITY: POSITION/ELEVATION WELL
 NY0280
 NY0280  HISTORY     - Date     Condition        Report By
 NY0280  HISTORY     - 1942     MONUMENTED       CGS
 NY0280  HISTORY     - 1968     GOOD             NGS
 NY0280
 NY0280                          STATION DESCRIPTION
 NY0280
 NY0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NY0280'2.3 MI W FROM BEATTY.
 NY0280'2.3 MILES WEST OF POST OFFICE ALONG LAKEVIEW ROAD, 0.4 MILES WEST OF
 NY0280'YELLOW HOUSE WITH RED ROOF.  78 FEET NORTH OF CENTER LINE OF ROAD, 70
 NY0280'FEET NORTHEAST OF HIGHWAY POST P 1.  OPPOSITE 4 FOOT CUT EAST OF ROAD,
 NY0280'2 FOOT BELOW ROAD LEVEL.  WITNESS POST SET.
 NY0280
 NY0280                          STATION RECOVERY (1968)
 NY0280
 NY0280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 NY0280'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0493 ***********************************************************************
 PB0493  DESIGNATION -  H 358
 PB0493  PID         -  PB0493
 PB0493  STATE/COUNTY-  OR/DESCHUTES
 PB0493  USGS QUAD   -  CRANE PRAIRIE RESERV (1981)
 PB0493
 PB0493                         *CURRENT SURVEY CONTROL
 PB0493  ___________________________________________________________________
 PB0493* NAD 83(1986)-  43 48 39.     (N)    121 49 50.     (W)     SCALED    
 PB0493* NAVD 88     -      1375.261  (meters)    4512.00   (feet)  ADJUSTED  
 PB0493  ___________________________________________________________________
 PB0493  GEOID HEIGHT-         -21.03  (meters)                     GEOID03
 PB0493  DYNAMIC HT  -        1374.609 (meters)    4509.86  (feet)  COMP
 PB0493  MODELED GRAV-     980,097.1   (mgal)                       NAVD 88
 PB0493
 PB0493  VERT ORDER  -  SECOND    CLASS 0
 PB0493
 PB0493.The horizontal coordinates were scaled from a topographic map and have
 PB0493.an estimated accuracy of +/- 6 seconds.
 PB0493
 PB0493.The orthometric height was determined by differential leveling
 PB0493.and adjusted in June 1991.
 PB0493
 PB0493.The geoid height was determined by GEOID03.
 PB0493
 PB0493.The dynamic height is computed by dividing the NAVD 88
 PB0493.geopotential number by the normal gravity value computed on the
 PB0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0493.degrees latitude (g = 980.6199 gals.).
 PB0493
 PB0493.The modeled gravity was interpolated from observed gravity values.
 PB0493
 PB0493;                    North         East    Units  Estimated Accuracy
 PB0493;SPC OR S     -   239,040.    1,392,950.      MT  (+/- 180 meters Scaled)
 PB0493
 PB0493                          SUPERSEDED SURVEY CONTROL
 PB0493
 PB0493  NGVD 29 (??/??/92) 1374.009  (m)         4507.89   (f) ADJ UNCH    2 0
 PB0493
 PB0493.Superseded values are not recommended for survey control.
 PB0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0493.See file dsdata.txt to determine how the superseded data were derived.
 PB0493
 PB0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP940515(NAD 83)
 PB0493_MARKER: DB = BENCH MARK DISK
 PB0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0493_STAMPING: H 358 1942
 PB0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0493+STABILITY: SURFACE MOTION
 PB0493_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PB0493+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2002
 PB0493
 PB0493  HISTORY     - Date     Condition        Report By
 PB0493  HISTORY     - 1942     MONUMENTED       CGS
 PB0493  HISTORY     - 20020628 GOOD             INDIV
 PB0493
 PB0493                          STATION DESCRIPTION
 PB0493
 PB0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PB0493'24.9 MI N FROM ODELL LAKE LODGE.
 PB0493'ALONG ELK LAKE ROAD, 18.1 MILES NORTH OF DAVIS LAKE RANGER STATION. 16
 PB0493'FEET NORTHWEST OF CENTER LINE OF ROAD.  WITNESS POST SET.
 PB0493
 PB0493                          STATION RECOVERY (2002)
 PB0493
 PB0493'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (TT)
 PB0493'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1056 ***********************************************************************
 QD1056  DESIGNATION -  H 359
 QD1056  PID         -  QD1056
 QD1056  STATE/COUNTY-  OR/DESCHUTES
 QD1056  USGS QUAD   -  TUMALO FALLS (1988)
 QD1056
 QD1056                         *CURRENT SURVEY CONTROL
 QD1056  ___________________________________________________________________
 QD1056* NAD 83(1986)-  44 03 42.     (N)    121 36 08.     (W)     SCALED    
 QD1056* NAVD 88     -      1944.702  (meters)    6380.24   (feet)  ADJUSTED  
 QD1056  ___________________________________________________________________
 QD1056  GEOID HEIGHT-         -20.36  (meters)                     GEOID03
 QD1056  DYNAMIC HT  -        1943.690 (meters)    6376.92  (feet)  COMP
 QD1056  MODELED GRAV-     980,026.8   (mgal)                       NAVD 88
 QD1056
 QD1056  VERT ORDER  -  SECOND    CLASS 0
 QD1056
 QD1056.The horizontal coordinates were scaled from a topographic map and have
 QD1056.an estimated accuracy of +/- 6 seconds.
 QD1056
 QD1056.The orthometric height was determined by differential leveling
 QD1056.and adjusted in June 1991.
 QD1056
 QD1056.The geoid height was determined by GEOID03.
 QD1056
 QD1056.The dynamic height is computed by dividing the NAVD 88
 QD1056.geopotential number by the normal gravity value computed on the
 QD1056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1056.degrees latitude (g = 980.6199 gals.).
 QD1056
 QD1056.The modeled gravity was interpolated from observed gravity values.
 QD1056
 QD1056;                    North         East    Units  Estimated Accuracy
 QD1056;SPC OR S     -   266,640.    1,411,690.      MT  (+/- 180 meters Scaled)
 QD1056
 QD1056                          SUPERSEDED SURVEY CONTROL
 QD1056
 QD1056  NGVD 29 (??/??/92) 1943.379  (m)         6375.90   (f) ADJ UNCH    2 0
 QD1056
 QD1056.Superseded values are not recommended for survey control.
 QD1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1056.See file dsdata.txt to determine how the superseded data were derived.
 QD1056
 QD1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP119796(NAD 83)
 QD1056_MARKER: DB = BENCH MARK DISK
 QD1056_SETTING: 80 = SET IN A BOULDER
 QD1056_SP_SET: BOULDER
 QD1056_STAMPING: H-359 1942
 QD1056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD1056+STABILITY: SURFACE MOTION
 QD1056
 QD1056  HISTORY     - Date     Condition        Report By
 QD1056  HISTORY     - 1924     MONUMENTED       CGS
 QD1056  HISTORY     - 19850801 MARK NOT FOUND   USGS
 QD1056
 QD1056                          STATION DESCRIPTION
 QD1056
 QD1056'DESCRIBED BY COAST AND GEODETIC SURVEY 1924
 QD1056'22.0 MI S FROM SISTERS.
 QD1056'22.0 MILES SOUTH OF P.O. ALONG ELK LAKE ROAD, 8.2 MILES NORTHEAST OF
 QD1056'CENTURY DRIVE, 0.4 MILE WEST OF ROAD JUNCTION TO BEND, 20 FEET NORTH
 QD1056'OF AND 3 1/2 FEET ABOVE CENTER LINE OF ROAD.
 QD1056
 QD1056                          STATION RECOVERY (1985)
 QD1056
 QD1056'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (DMP)
 QD1056'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0774 ***********************************************************************
 QB0774  DESIGNATION -  H 36
 QB0774  PID         -  QB0774
 QB0774  STATE/COUNTY-  OR/MALHEUR
 QB0774  USGS QUAD   -  COW VALLEY WEST (1990)
 QB0774
 QB0774                         *CURRENT SURVEY CONTROL
 QB0774  ___________________________________________________________________
 QB0774* NAD 83(1986)-  44 17 59.     (N)    117 49 06.     (W)     SCALED    
 QB0774* NAVD 88     -      1195.272  (meters)    3921.49   (feet)  ADJUSTED  
 QB0774  ___________________________________________________________________
 QB0774  GEOID HEIGHT-         -17.51  (meters)                     GEOID03
 QB0774  DYNAMIC HT  -        1194.795 (meters)    3919.92  (feet)  COMP
 QB0774  MODELED GRAV-     980,177.9   (mgal)                       NAVD 88
 QB0774
 QB0774  VERT ORDER  -  FIRST     CLASS II
 QB0774
 QB0774.The horizontal coordinates were scaled from a topographic map and have
 QB0774.an estimated accuracy of +/- 6 seconds.
 QB0774
 QB0774.The orthometric height was determined by differential leveling
 QB0774.and adjusted in June 1991.
 QB0774.WARNING-Repeat measurements at this control monument indicate possible
 QB0774.vertical movement.
 QB0774
 QB0774.The geoid height was determined by GEOID03.
 QB0774
 QB0774.The dynamic height is computed by dividing the NAVD 88
 QB0774.geopotential number by the normal gravity value computed on the
 QB0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0774.degrees latitude (g = 980.6199 gals.).
 QB0774
 QB0774.The modeled gravity was interpolated from observed gravity values.
 QB0774
 QB0774;                    North         East    Units  Estimated Accuracy
 QB0774;SPC OR S     -   295,940.    1,713,980.      MT  (+/- 180 meters Scaled)
 QB0774
 QB0774                          SUPERSEDED SURVEY CONTROL
 QB0774
 QB0774  NGVD 29 (??/??/92) 1194.097  (m)         3917.63   (f) ADJ UNCH    1 2
 QB0774
 QB0774.Superseded values are not recommended for survey control.
 QB0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0774.See file dsdata.txt to determine how the superseded data were derived.
 QB0774
 QB0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK347054(NAD 83)
 QB0774_MARKER: DB = BENCH MARK DISK
 QB0774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0774_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0774_STAMPING: 3918.099 H 36 1930
 QB0774_MARK LOGO: CGS   
 QB0774_PROJECTION: PROJECTING 30 CENTIMETERS
 QB0774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0774+STABILITY: SURFACE MOTION
 QB0774
 QB0774  HISTORY     - Date     Condition        Report By
 QB0774  HISTORY     - 1930     MONUMENTED       CGS
 QB0774  HISTORY     - 1963     GOOD             NGS
 QB0774  HISTORY     - 1985     GOOD             NGS
 QB0774
 QB0774                          STATION DESCRIPTION
 QB0774
 QB0774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 QB0774'6.5 MI E FROM IRONSIDE.
 QB0774'6.5 MILES EAST ALONG U.S. HIGHWAY 26 FROM THE POST OFFICE AT IRONSIDE,
 QB0774'0.4 MILE WEST OF MILE POST NO. 238, 64 FEET NORTH OF THE CENTER OF THE
 QB0774'HIGHWAY, 40 FEET SOUTHWEST OF POWER POLE NO. 775, 18 FEET NORTH OF THE
 QB0774'FENCE AND 0.5 FOOT WEST OF A METAL WITNESS POST. THE MONUMENT PROJECTS
 QB0774'1 FOOT.
 QB0774
 QB0774                          STATION RECOVERY (1985)
 QB0774
 QB0774'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QB0774'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  10.38 KM
 QB0774'(6.45 MI) EAST ALONG US HIGHWAY 26 FROM THE POST OFFICE AT IRONSIDE,
 QB0774'0.6 KM (0.4 MI) WEST OF MILEPOST 238, 19.5 METERS (64 FT) NORTH OF THE
 QB0774'HIGHWAY CENTERLINE, 12.2 METERS (40 FT) SOUTHWEST OF POWER POLE 775
 QB0774'AND 5.5 METERS (18 FT) NORTH OF THE RIGHT OF WAY FENCE.
 QB0774'THE MARK IS 0.2 METERS  W FROM  A WITNESS POST
 QB0774'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QE1339 ***********************************************************************
 QE1339  DESIGNATION -  H 360
 QE1339  PID         -  QE1339
 QE1339  STATE/COUNTY-  OR/LANE
 QE1339  USGS QUAD   -  MC KENZIE BRIDGE (1989)
 QE1339
 QE1339                         *CURRENT SURVEY CONTROL
 QE1339  ___________________________________________________________________
 QE1339* NAD 83(1986)-  44 10 42.     (N)    122 07 44.     (W)     SCALED    
 QE1339* NAVD 88     -       438.216  (meters)    1437.71   (feet)  POSTED    
 QE1339  ___________________________________________________________________
 QE1339  GEOID HEIGHT-         -22.05  (meters)                     GEOID03
 QE1339  DYNAMIC HT  -         438.090 (meters)    1437.30  (feet)  COMP
 QE1339  MODELED GRAV-     980,325.8   (mgal)                       NAVD 88
 QE1339
 QE1339  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 QE1339
 QE1339.The horizontal coordinates were scaled from a topographic map and have
 QE1339.an estimated accuracy of +/- 6 seconds.
 QE1339
 QE1339.The orthometric height was determined by differential leveling
 QE1339.and adjusted by the  in 1992.
 QE1339.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 QE1339.rate of 1.1 thru 2.0 mm/km.
 QE1339
 QE1339.The geoid height was determined by GEOID03.
 QE1339
 QE1339.The dynamic height is computed by dividing the NAVD 88
 QE1339.geopotential number by the normal gravity value computed on the
 QE1339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QE1339.degrees latitude (g = 980.6199 gals.).
 QE1339
 QE1339.The modeled gravity was interpolated from observed gravity values.
 QE1339
 QE1339;                    North         East    Units  Estimated Accuracy
 QE1339;SPC OR S     -   280,290.    1,369,750.      MT  (+/- 180 meters Scaled)
 QE1339
 QE1339                          SUPERSEDED SURVEY CONTROL
 QE1339
 QE1339  NGVD 29 (??/??/92)  437.064  (m)         1433.93   (f) ADJ UNCH    1 2
 QE1339
 QE1339.Superseded values are not recommended for survey control.
 QE1339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE1339.See file dsdata.txt to determine how the superseded data were derived.
 QE1339
 QE1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP696920(NAD 83)
 QE1339
 QE1339  HISTORY     - Date     Condition        Report By
 QE1339  HISTORY     - UNK      MONUMENTED
 QE1339  HISTORY     - 1987     MARK NOT FOUND   NGS
 QE1339
 QE1339                          STATION DESCRIPTION
 QE1339
 QE1339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QE1339'THE HIGHWAY HAS BEEN WIDENED.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0533 ***********************************************************************
 PC0533  DESIGNATION -  H 361
 PC0533  PID         -  PC0533
 PC0533  STATE/COUNTY-  OR/COOS
 PC0533  USGS QUAD   -  SITKUM (1990)
 PC0533
 PC0533                         *CURRENT SURVEY CONTROL
 PC0533  ___________________________________________________________________
 PC0533* NAD 83(1986)-  43 14 54.     (N)    123 45 41.     (W)     SCALED    
 PC0533* NAVD 88     -       657.195  (meters)    2156.15   (feet)  POSTED    
 PC0533  ___________________________________________________________________
 PC0533  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 PC0533  DYNAMIC HT  -         657.000 (meters)    2155.51  (feet)  COMP
 PC0533  MODELED GRAV-     980,299.0   (mgal)                       NAVD 88
 PC0533
 PC0533  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 PC0533
 PC0533.The horizontal coordinates were scaled from a topographic map and have
 PC0533.an estimated accuracy of +/- 6 seconds.
 PC0533
 PC0533.The orthometric height was determined by differential leveling
 PC0533.and adjusted by the  in 1992.
 PC0533.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 PC0533.was located on a no-check spur therefore a value was not computed.
 PC0533.No vertical observational check was made to the station.
 PC0533
 PC0533.The geoid height was determined by GEOID03.
 PC0533
 PC0533.The dynamic height is computed by dividing the NAVD 88
 PC0533.geopotential number by the normal gravity value computed on the
 PC0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0533.degrees latitude (g = 980.6199 gals.).
 PC0533
 PC0533.The modeled gravity was interpolated from observed gravity values.
 PC0533
 PC0533;                    North         East    Units  Estimated Accuracy
 PC0533;SPC OR S     -   180,850.    1,235,230.      MT  (+/- 180 meters Scaled)
 PC0533
 PC0533                          SUPERSEDED SURVEY CONTROL
 PC0533
 PC0533  NGVD 29 (??/??/92)  656.115  (m)         2152.60   (f) ADJ UNCH    2 0
 PC0533
 PC0533.Superseded values are not recommended for survey control.
 PC0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0533.See file dsdata.txt to determine how the superseded data were derived.
 PC0533
 PC0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN381886(NAD 83)
 PC0533_MARKER: DB = BENCH MARK DISK
 PC0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PC0533_STAMPING: H 361 1942
 PC0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0533+STABILITY: SURFACE MOTION
 PC0533
 PC0533  HISTORY     - Date     Condition        Report By
 PC0533  HISTORY     - 1942     MONUMENTED       CGS
 PC0533  HISTORY     - 1974     MARK NOT FOUND   NGS
 PC0533  HISTORY     - 19870731 MARK NOT FOUND   USPSQD
 PC0533  HISTORY     - 20010806 MARK NOT FOUND   USPSQD
 PC0533
 PC0533                          STATION DESCRIPTION
 PC0533
 PC0533'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PC0533'23.0 MI NW FROM TENMILE.
 PC0533'ALONG A GRAVEL ROAD FROM TENMILE TO TIOGA, 70 FEET WEST OF A
 PC0533'TRIANGULAR BLAZED 60 INCH FIR TREE, 30 FEET WEST OF CENTER LINE OF
 PC0533'ROAD, WITNESS POST HAS BEEN SET MARKED U S B M.
 PC0533
 PC0533                          STATION RECOVERY (1974)
 PC0533
 PC0533'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 PC0533'MARK NOT FOUND.
 PC0533
 PC0533                          STATION RECOVERY (1987)
 PC0533
 PC0533'RECOVERY NOTE BY US POWER SQUADRON 1987 (TAM)
 PC0533'MARK NOT FOUND.
 PC0533
 PC0533                          STATION RECOVERY (2001)
 PC0533
 PC0533'RECOVERY NOTE BY US POWER SQUADRON 2001 (AES)
 PC0533'CHANGE 'GRAVEL ROAD' TO PAVED ROAD. NO BLAZED TREE OR WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PC0187 ***********************************************************************
 PC0187  DESIGNATION -  H 362
 PC0187  PID         -  PC0187
 PC0187  STATE/COUNTY-  OR/LANE
 PC0187  USGS QUAD   -  LOWELL (1986)
 PC0187
 PC0187                         *CURRENT SURVEY CONTROL
 PC0187  ___________________________________________________________________
 PC0187* NAD 83(1986)-  43 55 04.     (N)    122 46 37.     (W)     SCALED    
 PC0187* NAVD 88     -       219.301  (meters)     719.49   (feet)  ADJUSTED  
 PC0187  ___________________________________________________________________
 PC0187  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 PC0187  DYNAMIC HT  -         219.253 (meters)     719.33  (feet)  COMP
 PC0187  MODELED GRAV-     980,397.2   (mgal)                       NAVD 88
 PC0187
 PC0187  VERT ORDER  -  SECOND    CLASS 0
 PC0187
 PC0187.The horizontal coordinates were scaled from a topographic map and have
 PC0187.an estimated accuracy of +/- 6 seconds.
 PC0187
 PC0187.The orthometric height was determined by differential leveling
 PC0187.and adjusted in June 1991.
 PC0187
 PC0187.The geoid height was determined by GEOID03.
 PC0187
 PC0187.The dynamic height is computed by dividing the NAVD 88
 PC0187.geopotential number by the normal gravity value computed on the
 PC0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PC0187.degrees latitude (g = 980.6199 gals.).
 PC0187
 PC0187.The modeled gravity was interpolated from observed gravity values.
 PC0187
 PC0187;                    North         East    Units  Estimated Accuracy
 PC0187;SPC OR S     -   252,550.    1,317,150.      MT  (+/- 180 meters Scaled)
 PC0187
 PC0187                          SUPERSEDED SURVEY CONTROL
 PC0187
 PC0187  NGVD 29 (??/??/92)  218.190  (m)          715.85   (f) ADJ UNCH    2 0
 PC0187
 PC0187.Superseded values are not recommended for survey control.
 PC0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC0187.See file dsdata.txt to determine how the superseded data were derived.
 PC0187
 PC0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP179627(NAD 83)
 PC0187_MARKER: DB = BENCH MARK DISK
 PC0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC0187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PC0187_STAMPING: H 362 1942
 PC0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PC0187+STABILITY: SURFACE MOTION
 PC0187
 PC0187  HISTORY     - Date     Condition        Report By
 PC0187  HISTORY     - 1942     MONUMENTED       CGS
 PC0187
 PC0187                          STATION DESCRIPTION
 PC0187
 PC0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PC0187'0.1 MI SE FROM LOWELL.
 PC0187'0.1 OF A MILE SOUTHEAST OF THE POST OFFICE.  0.6 OF A MILE NORTH OF
 PC0187'HIGHWAY 58 ALONG COUNTY ROAD TO LOWELL, OPPOSITE THE JUNCTION OF A
 PC0187'COUNTY ROAD RUNNING EAST TO SIGNAL, 400 FEET SOUTH OF THE SOUTHERN
 PC0187'PACIFIC COMPANY TRACK, 250 FEET SOUTHWEST OF A LARGE WHITE HOUSE, 60
 PC0187'FEET SOUTHWEST OF A SIGN POST AND 25 FEET WEST OF THE CENTER LINE OF
 PC0187'THE COUNTY ROAD TO LOWELL.  WITNESS POST SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0515 ***********************************************************************
 PB0515  DESIGNATION -  H 363
 PB0515  PID         -  PB0515
 PB0515  STATE/COUNTY-  OR/KLAMATH
 PB0515  USGS QUAD   -  ODELL LAKE (1981)
 PB0515
 PB0515                         *CURRENT SURVEY CONTROL
 PB0515  ___________________________________________________________________
 PB0515* NAD 83(1986)-  43 34 50.     (N)    121 53 55.     (W)     SCALED    
 PB0515* NAVD 88     -      1370.926  (meters)    4497.78   (feet)  ADJUSTED  
 PB0515  ___________________________________________________________________
 PB0515  GEOID HEIGHT-         -21.12  (meters)                     GEOID03
 PB0515  DYNAMIC HT  -        1370.248 (meters)    4495.56  (feet)  COMP
 PB0515  MODELED GRAV-     980,076.8   (mgal)                       NAVD 88
 PB0515
 PB0515  VERT ORDER  -  SECOND    CLASS 0
 PB0515
 PB0515.The horizontal coordinates were scaled from a topographic map and have
 PB0515.an estimated accuracy of +/- 6 seconds.
 PB0515
 PB0515.The orthometric height was determined by differential leveling
 PB0515.and adjusted in June 1991.
 PB0515
 PB0515.The geoid height was determined by GEOID03.
 PB0515
 PB0515.The dynamic height is computed by dividing the NAVD 88
 PB0515.geopotential number by the normal gravity value computed on the
 PB0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0515.degrees latitude (g = 980.6199 gals.).
 PB0515
 PB0515.The modeled gravity was interpolated from observed gravity values.
 PB0515
 PB0515;                    North         East    Units  Estimated Accuracy
 PB0515;SPC OR S     -   213,550.    1,387,050.      MT  (+/- 180 meters Scaled)
 PB0515
 PB0515                          SUPERSEDED SURVEY CONTROL
 PB0515
 PB0515  NGVD 29 (??/??/92) 1369.646  (m)         4493.58   (f) ADJ UNCH    2 0
 PB0515
 PB0515.Superseded values are not recommended for survey control.
 PB0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0515.See file dsdata.txt to determine how the superseded data were derived.
 PB0515
 PB0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP889258(NAD 83)
 PB0515_MARKER: DB = BENCH MARK DISK
 PB0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0515_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0515_STAMPING: H 363 1942
 PB0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0515+STABILITY: SURFACE MOTION
 PB0515
 PB0515  HISTORY     - Date     Condition        Report By
 PB0515  HISTORY     - 1942     MONUMENTED       CGS
 PB0515
 PB0515                          STATION DESCRIPTION
 PB0515
 PB0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PB0515'4.6 MI N FROM ODELL LAKE LODGE.
 PB0515'ALONG ELK LAKE ROAD, 3.9 NORTH OF OREGON STATE HIGHWAY 58.  24 FEET
 PB0515'SOUTHEAST OF CENTER LINE OF ROAD.  WITNESS POST SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0907 ***********************************************************************
 QD0907  DESIGNATION -  H 364
 QD0907  PID         -  QD0907
 QD0907  STATE/COUNTY-  OR/DESCHUTES
 QD0907  USGS QUAD   -  BEND AIRPORT (1962)
 QD0907
 QD0907                         *CURRENT SURVEY CONTROL
 QD0907  ___________________________________________________________________
 QD0907* NAD 83(1986)-  44 01 27.     (N)    121 08 12.     (W)     SCALED    
 QD0907* NAVD 88     -      1083.047  (meters)    3553.30   (feet)  ADJUSTED  
 QD0907  ___________________________________________________________________
 QD0907  GEOID HEIGHT-         -20.79  (meters)                     GEOID03
 QD0907  DYNAMIC HT  -        1082.626 (meters)    3551.92  (feet)  COMP
 QD0907  MODELED GRAV-     980,192.8   (mgal)                       NAVD 88
 QD0907
 QD0907  VERT ORDER  -  FIRST     CLASS II
 QD0907
 QD0907.The horizontal coordinates were scaled from a topographic map and have
 QD0907.an estimated accuracy of +/- 6 seconds.
 QD0907
 QD0907.The orthometric height was determined by differential leveling
 QD0907.and adjusted in June 1991.
 QD0907
 QD0907.The geoid height was determined by GEOID03.
 QD0907
 QD0907.The dynamic height is computed by dividing the NAVD 88
 QD0907.geopotential number by the normal gravity value computed on the
 QD0907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0907.degrees latitude (g = 980.6199 gals.).
 QD0907
 QD0907.The modeled gravity was interpolated from observed gravity values.
 QD0907
 QD0907;                    North         East    Units  Estimated Accuracy
 QD0907;SPC OR S     -   262,080.    1,448,960.      MT  (+/- 180 meters Scaled)
 QD0907
 QD0907                          SUPERSEDED SURVEY CONTROL
 QD0907
 QD0907  NGVD 29 (??/??/92) 1081.896  (m)         3549.52   (f) ADJ UNCH    1 2
 QD0907
 QD0907.Superseded values are not recommended for survey control.
 QD0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0907.See file dsdata.txt to determine how the superseded data were derived.
 QD0907
 QD0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP493762(NAD 83)
 QD0907_MARKER: DD = SURVEY DISK
 QD0907_SETTING: 66 = SET IN ROCK OUTCROP
 QD0907_SP_SET: ROCK OUTCROP
 QD0907_STAMPING: H 364 1943
 QD0907_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QD0907+STABILITY: POSITION/ELEVATION WELL
 QD0907
 QD0907  HISTORY     - Date     Condition        Report By
 QD0907  HISTORY     - 1943     MONUMENTED       ORDT
 QD0907  HISTORY     - 1943     GOOD             NGS
 QD0907
 QD0907                          STATION DESCRIPTION
 QD0907
 QD0907'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QD0907'9.2 MI SE FROM BEND.
 QD0907'THIS MARK IS ABOUT 9.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 20 FROM THE
 QD0907'RAILWAY STATION AT BEND, DESCHUTES COUNTY, SET AT THE WEST END OF A
 QD0907'10.0 FOOT ROCK CUT IN THE TOP OF A ROCK OUTCROP, 38.0 FEET SOUTH OF
 QD0907'THE CENTER LINE OF THE HIGHWAY, 2.0 FEET NORTH OF A WHITE REFERENCE
 QD0907'POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0682 ***********************************************************************
 QD0682  DESIGNATION -  H 366
 QD0682  PID         -  QD0682
 QD0682  STATE/COUNTY-  OR/JEFFERSON
 QD0682  USGS QUAD   -  CULVER (1992)
 QD0682
 QD0682                         *CURRENT SURVEY CONTROL
 QD0682  ___________________________________________________________________
 QD0682* NAD 83(1986)-  44 32 06.     (N)    121 12 58.     (W)     SCALED    
 QD0682* NAVD 88     -       803.959  (meters)    2637.66   (feet)  ADJUSTED  
 QD0682  ___________________________________________________________________
 QD0682  GEOID HEIGHT-         -21.29  (meters)                     GEOID03
 QD0682  DYNAMIC HT  -         803.741 (meters)    2636.94  (feet)  COMP
 QD0682  MODELED GRAV-     980,320.2   (mgal)                       NAVD 88
 QD0682
 QD0682  VERT ORDER  -  SECOND    CLASS 0
 QD0682
 QD0682.The horizontal coordinates were scaled from a topographic map and have
 QD0682.an estimated accuracy of +/- 6 seconds.
 QD0682
 QD0682.The orthometric height was determined by differential leveling
 QD0682.and adjusted in June 1991.
 QD0682
 QD0682.The geoid height was determined by GEOID03.
 QD0682
 QD0682.The dynamic height is computed by dividing the NAVD 88
 QD0682.geopotential number by the normal gravity value computed on the
 QD0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0682.degrees latitude (g = 980.6199 gals.).
 QD0682
 QD0682.The modeled gravity was interpolated from observed gravity values.
 QD0682
 QD0682;                    North         East    Units  Estimated Accuracy
 QD0682;SPC OR N     -    96,740.    2,443,090.      MT  (+/- 180 meters Scaled)
 QD0682
 QD0682                          SUPERSEDED SURVEY CONTROL
 QD0682
 QD0682  NGVD 29 (??/??/92)  802.87   (m)         2634.1    (f) COMPUTED    2 0
 QD0682
 QD0682.Superseded values are not recommended for survey control.
 QD0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0682.See file dsdata.txt to determine how the superseded data were derived.
 QD0682
 QD0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ417328(NAD 83)
 QD0682_MARKER: DB = BENCH MARK DISK
 QD0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD0682_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QD0682_STAMPING: H 366 1942
 QD0682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0682+STABILITY: SURFACE MOTION
 QD0682
 QD0682  HISTORY     - Date     Condition        Report By
 QD0682  HISTORY     - 1942     MONUMENTED       CGS
 QD0682
 QD0682                          STATION DESCRIPTION
 QD0682
 QD0682'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QD0682'1.0 MI N FROM CULVER.
 QD0682'ALONG THE UNION PACIFIC RAILROAD FROM THE RAILROAD STATION, 50 FEET
 QD0682'NORTHWEST OF THE CENTER LINE OF THE RAILROAD, 21 FEET SOUTH OF THE
 QD0682'CENTER LINE OF A COUNTRY ROAD, 3 FEET ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0465 ***********************************************************************
 QD0465  DESIGNATION -  H 368
 QD0465  PID         -  QD0465
 QD0465  STATE/COUNTY-  OR/WASCO
 QD0465  USGS QUAD   -  ANTELOPE (1987)
 QD0465
 QD0465                         *CURRENT SURVEY CONTROL
 QD0465  ___________________________________________________________________
 QD0465* NAD 83(1986)-  44 54 36.     (N)    120 40 16.     (W)     SCALED    
 QD0465* NAVD 88     -       872.547  (meters)    2862.68   (feet)  ADJUSTED  
 QD0465  ___________________________________________________________________
 QD0465  GEOID HEIGHT-         -20.50  (meters)                     GEOID03
 QD0465  DYNAMIC HT  -         872.335 (meters)    2861.99  (feet)  COMP
 QD0465  MODELED GRAV-     980,344.7   (mgal)                       NAVD 88
 QD0465
 QD0465  VERT ORDER  -  FIRST     CLASS II
 QD0465
 QD0465.The horizontal coordinates were scaled from a topographic map and have
 QD0465.an estimated accuracy of +/- 6 seconds.
 QD0465
 QD0465.The orthometric height was determined by differential leveling
 QD0465.and adjusted in June 1991.
 QD0465.WARNING-Repeat measurements at this control monument indicate possible
 QD0465.vertical movement.
 QD0465
 QD0465.The geoid height was determined by GEOID03.
 QD0465
 QD0465.The dynamic height is computed by dividing the NAVD 88
 QD0465.geopotential number by the normal gravity value computed on the
 QD0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0465.degrees latitude (g = 980.6199 gals.).
 QD0465
 QD0465.The modeled gravity was interpolated from observed gravity values.
 QD0465
 QD0465;                    North         East    Units  Estimated Accuracy
 QD0465;SPC OR N     -   138,180.    2,486,490.      MT  (+/- 180 meters Scaled)
 QD0465
 QD0465                          SUPERSEDED SURVEY CONTROL
 QD0465
 QD0465  NGVD 29 (??/??/92)  871.331  (m)         2858.69   (f) ADJ UNCH    1 2
 QD0465
 QD0465.Superseded values are not recommended for survey control.
 QD0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0465.See file dsdata.txt to determine how the superseded data were derived.
 QD0465
 QD0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ838755(NAD 83)
 QD0465_MARKER: DB = BENCH MARK DISK
 QD0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD0465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QD0465_STAMPING: H 368 1942
 QD0465_MARK LOGO: CGS   
 QD0465_PROJECTION: PROJECTING 15 CENTIMETERS
 QD0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0465+STABILITY: SURFACE MOTION
 QD0465
 QD0465  HISTORY     - Date     Condition        Report By
 QD0465  HISTORY     - 1942     MONUMENTED       CGS
 QD0465  HISTORY     - 1943     GOOD             NGS
 QD0465  HISTORY     - 1987     GOOD             NGS
 QD0465
 QD0465                          STATION DESCRIPTION
 QD0465
 QD0465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QD0465'2.6 MI E FROM ANTELOPE.
 QD0465'THIS MARK IS ABOUT 2.6 MILES EAST ALONG THE ANTELOPE-FOSSIL ROAD FROM
 QD0465'THE POST OFFICE AT ANTELOPE, WASCO COUNTY, 21.6 FEET EAST OF THE EAST
 QD0465'SIDE OF A ROCK CRIB, 2.5 FEET NORTH OF THE NORTHEAST CORNER OF ANOTHER
 QD0465'ROCK CRIB, 26.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 2.0 FEET
 QD0465'NORTH OF A FENCE LINE, PROJECTING ABOUT 6-INCHES ABOVE THE GROUND,
 QD0465'1-FOOT NORTH OF A WHITE REFERENCE POST.
 QD0465
 QD0465                          STATION RECOVERY (1987)
 QD0465
 QD0465'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QD0465'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.1 KM
 QD0465'(2.55 MI) EAST ALONG STATE HIGHWAY 218 FROM THE POST OFFICE IN
 QD0465'ANTELOPE, 6.73 M (22.1 FT) SOUTH OF THE HIGHWAY CENTERLINE, 7.46 M
 QD0465'(24.5 FT) EAST OF A GATE POST, 1.46 M (4.8 FT) NORTH OF A FENCE.
 QD0465'THE MARK IS 0.24 METERS  W FROM  A WITNESS POST
 QD0465'THE MARK IS 0.30 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0457 ***********************************************************************
 PB0457  DESIGNATION -  H 369 RESET
 PB0457  PID         -  PB0457
 PB0457  STATE/COUNTY-  OR/DESCHUTES
 PB0457  USGS QUAD   -  WANOGA BUTTE (1981)
 PB0457
 PB0457                         *CURRENT SURVEY CONTROL
 PB0457  ___________________________________________________________________
 PB0457* NAD 83(1986)-  43 59 00.     (N)    121 36 12.     (W)     SCALED    
 PB0457* NAVD 88     -      1786.22   (+/-2cm)    5860.3    (feet)  VERTCON   
 PB0457  ___________________________________________________________________
 PB0457  GEOID HEIGHT-         -20.43  (meters)                     GEOID03
 PB0457  VERT ORDER  -  THIRD (See Below)
 PB0457
 PB0457.The horizontal coordinates were scaled from a topographic map and have
 PB0457.an estimated accuracy of +/- 6 seconds.
 PB0457
 PB0457.The NAVD 88 height was computed by applying the VERTCON shift value to
 PB0457.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PB0457.The vertical order pertains to the NGVD 29 superseded value.
 PB0457
 PB0457.The geoid height was determined by GEOID03.
 PB0457
 PB0457;                    North         East    Units  Estimated Accuracy
 PB0457;SPC OR S     -   257,940.    1,411,480.      MT  (+/- 180 meters Scaled)
 PB0457
 PB0457                          SUPERSEDED SURVEY CONTROL
 PB0457
 PB0457  NGVD 29 (??/??/??) 1784.92   (m)         5856.0    (f) RESET       3  
 PB0457
 PB0457.Superseded values are not recommended for survey control.
 PB0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0457.See file dsdata.txt to determine how the superseded data were derived.
 PB0457
 PB0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP120709(NAD 83)
 PB0457_MARKER: DB = BENCH MARK DISK
 PB0457_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PB0457_SP_SET: MONUMENT
 PB0457_STAMPING: H 369 RESET 1963
 PB0457_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PB0457
 PB0457  HISTORY     - Date     Condition        Report By
 PB0457  HISTORY     - 1963     MONUMENTED       CGS
 PB0457
 PB0457                          STATION DESCRIPTION
 PB0457
 PB0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PB0457'17.7 MI SW FROM BEND.
 PB0457'17.7 MILES SOUTHWEST ALONG CENTURY DRIVE FROM THE POST OFFICE AT BEND,
 PB0457'DESCHUTES COUNTY, 0.1 MILE EAST OF BENCH MARK P 36 USGS RESET 1963, 68
 PB0457'FEET SOUTH OF THE CENTER OF CENTURY DRIVE, 25 FEET WEST OF A WOODS
 PB0457'ROAD LEADING SOUTHEAST, 0.5 FOOT EAST OF A METAL WITNESS POST, ABOUT 4
 PB0457'FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A 12-INCH
 PB0457'SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0331 ***********************************************************************
 QC0331  DESIGNATION -  H 37
 QC0331  PID         -  QC0331
 QC0331  STATE/COUNTY-  OR/GRANT
 QC0331  USGS QUAD   -  WOLFINGER BUTTE (1983)
 QC0331
 QC0331                         *CURRENT SURVEY CONTROL
 QC0331  ___________________________________________________________________
 QC0331* NAD 83(1986)-  44 24 56.     (N)    119 13 49.     (W)     SCALED    
 QC0331* NAVD 88     -       842.496  (meters)    2764.09   (feet)  ADJUSTED  
 QC0331  ___________________________________________________________________
 QC0331  GEOID HEIGHT-         -18.48  (meters)                     GEOID03
 QC0331  DYNAMIC HT  -         842.214 (meters)    2763.16  (feet)  COMP
 QC0331  MODELED GRAV-     980,256.4   (mgal)                       NAVD 88
 QC0331
 QC0331  VERT ORDER  -  FIRST     CLASS II
 QC0331
 QC0331.The horizontal coordinates were scaled from a topographic map and have
 QC0331.an estimated accuracy of +/- 6 seconds.
 QC0331
 QC0331.The orthometric height was determined by differential leveling
 QC0331.and adjusted in June 1991.
 QC0331.WARNING-Repeat measurements at this control monument indicate possible
 QC0331.vertical movement.
 QC0331
 QC0331.The geoid height was determined by GEOID03.
 QC0331
 QC0331.The dynamic height is computed by dividing the NAVD 88
 QC0331.geopotential number by the normal gravity value computed on the
 QC0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0331.degrees latitude (g = 980.6199 gals.).
 QC0331
 QC0331.The modeled gravity was interpolated from observed gravity values.
 QC0331
 QC0331;                    North         East    Units  Estimated Accuracy
 QC0331;SPC OR N     -    84,010.    2,601,120.      MT  (+/- 180 meters Scaled)
 QC0331
 QC0331                          SUPERSEDED SURVEY CONTROL
 QC0331
 QC0331  NGVD 29 (??/??/92)  841.343  (m)         2760.31   (f) ADJ UNCH    1 2
 QC0331
 QC0331.Superseded values are not recommended for survey control.
 QC0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0331.See file dsdata.txt to determine how the superseded data were derived.
 QC0331
 QC0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLK224204(NAD 83)
 QC0331_MARKER: DB = BENCH MARK DISK
 QC0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0331_SP_SET: SQUARE CONCRETE MONUMENT
 QC0331_STAMPING: H 37 1930 2760.595
 QC0331_MARK LOGO: CGS   
 QC0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0331+STABILITY: SURFACE MOTION
 QC0331_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QC0331+SATELLITE: SATELLITE OBSERVATIONS - October 07, 1987
 QC0331
 QC0331  HISTORY     - Date     Condition        Report By
 QC0331  HISTORY     - 1930     MONUMENTED       CGS
 QC0331  HISTORY     - 1963     GOOD             NGS
 QC0331  HISTORY     - 19871007 GOOD             NGS
 QC0331
 QC0331                          STATION DESCRIPTION
 QC0331
 QC0331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 QC0331'6.2 MI W FROM MOUNT VERNON.
 QC0331'6.2 MILES WEST ALONG U.S. HIGHWAY 26 FROM THE POST OFFICE AT MOUNT
 QC0331'VERNON, 104 FEET EAST OF MILE POST NO. 148, 50 FEET SOUTHWEST OF MR.
 QC0331'A. J. TANLERS MAIL BOX, 29 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 25
 QC0331'FEET WEST OF THE CENTER OF A CATTLE GUARD AND DRIVEWAY, 12 FEET NORTH
 QC0331'OF A FENCE AND 6 INCHES EAST OF A METAL WITNESS POST.  THE MONUMENT
 QC0331'PROJECTS 7 INCHES.
 QC0331
 QC0331                          STATION RECOVERY (1987)
 QC0331
 QC0331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QC0331'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  9.8 KM
 QC0331'(6.10 MI) WESTERLY ALONG U.S. HIGHWAY 26 FROM THE POST OFFICE IN MOUNT
 QC0331'VERNON, 30.5 M (100.1 FT) SOUTHEAST OF MILEPOST 148, 8.5 M (27.9 FT)
 QC0331'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 7.2 M (23.6 FT) NORTHWEST
 QC0331'OF THE CENTER OF A DRIVEWAY LEADING SOUTH TO THE WAGNER RANCH, 3.6 M
 QC0331'(11.8 FT) NORTHEAST OF A FENCE, 0.3 M (1.0 FT) SOUTHEAST OF A WITNESS
 QC0331'POST, 0.2 M (0.7 FT) BELOW THE LEVEL OF THE HIGHWAY, AND IN A
 QC0331'CONCRETE MONUMENT THAT PROJECTS 0.06 M (0.2 FT) ABOVE THE GROUND
 QC0331'SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0526 ***********************************************************************
 PB0526  DESIGNATION -  H 370
 PB0526  PID         -  PB0526
 PB0526  STATE/COUNTY-  OR/DESCHUTES
 PB0526  USGS QUAD   -  WICKIUP DAM (1981)
 PB0526
 PB0526                         *CURRENT SURVEY CONTROL
 PB0526  ___________________________________________________________________
 PB0526* NAD 83(1986)-  43 44 11.     (N)    121 43 45.     (W)     SCALED    
 PB0526* NAVD 88     -      1356.050  (meters)    4448.97   (feet)  ADJUSTED  
 PB0526  ___________________________________________________________________
 PB0526  GEOID HEIGHT-         -21.10  (meters)                     GEOID03
 PB0526  DYNAMIC HT  -        1355.388 (meters)    4446.80  (feet)  COMP
 PB0526  MODELED GRAV-     980,083.2   (mgal)                       NAVD 88
 PB0526
 PB0526  VERT ORDER  -  SECOND    CLASS 0
 PB0526
 PB0526.The horizontal coordinates were scaled from a topographic map and have
 PB0526.an estimated accuracy of +/- 6 seconds.
 PB0526
 PB0526.The orthometric height was determined by differential leveling
 PB0526.and adjusted in June 1991.
 PB0526
 PB0526.The geoid height was determined by GEOID03.
 PB0526
 PB0526.The dynamic height is computed by dividing the NAVD 88
 PB0526.geopotential number by the normal gravity value computed on the
 PB0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0526.degrees latitude (g = 980.6199 gals.).
 PB0526
 PB0526.The modeled gravity was interpolated from observed gravity values.
 PB0526
 PB0526;                    North         East    Units  Estimated Accuracy
 PB0526;SPC OR S     -   230,640.    1,400,990.      MT  (+/- 180 meters Scaled)
 PB0526
 PB0526                          SUPERSEDED SURVEY CONTROL
 PB0526
 PB0526  NGVD 29 (??/??/92) 1354.778  (m)         4444.80   (f) ADJ UNCH    2 0
 PB0526
 PB0526.Superseded values are not recommended for survey control.
 PB0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0526.See file dsdata.txt to determine how the superseded data were derived.
 PB0526
 PB0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP023433(NAD 83)
 PB0526_MARKER: DB = BENCH MARK DISK
 PB0526_SETTING: 80 = SET IN A BOULDER
 PB0526_SP_SET: BOULDER
 PB0526_STAMPING: H 370 1942
 PB0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0526+STABILITY: SURFACE MOTION
 PB0526
 PB0526  HISTORY     - Date     Condition        Report By
 PB0526  HISTORY     - 1942     MONUMENTED       CGS
 PB0526  HISTORY     - 1943     GOOD             NGS
 PB0526
 PB0526                          STATION DESCRIPTION
 PB0526
 PB0526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PB0526'16.8 MI NW FROM LAPINE.
 PB0526'ALONG DALLES-CALIFORNIA HIGHWAY, 3 MILES NORTH.  THENCE 13.8 MILES
 PB0526'WEST ALONG CRANE PRAIRIE DAM ROAD, 5.4 MILES EAST OF ELK LAKE ROAD. 30
 PB0526'FEET NORTH AND 6 FEET ABOVE CENTERLINE OF ROAD.  WITNESS POST SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0087 ***********************************************************************
 QD0087  DESIGNATION -  H 371
 QD0087  PID         -  QD0087
 QD0087  STATE/COUNTY-  OR/WHEELER
 QD0087  USGS QUAD   -  FOSSIL SOUTH (1990)
 QD0087
 QD0087                         *CURRENT SURVEY CONTROL
 QD0087  ___________________________________________________________________
 QD0087* NAD 83(1986)-  44 58 49.     (N)    120 12 49.     (W)     SCALED    
 QD0087* NAVD 88     -       848.288  (meters)    2783.09   (feet)  ADJUSTED  
 QD0087  ___________________________________________________________________
 QD0087  GEOID HEIGHT-         -20.13  (meters)                     GEOID03
 QD0087  DYNAMIC HT  -         848.087 (meters)    2782.43  (feet)  COMP
 QD0087  MODELED GRAV-     980,351.9   (mgal)                       NAVD 88
 QD0087
 QD0087  VERT ORDER  -  FIRST     CLASS II
 QD0087
 QD0087.The horizontal coordinates were scaled from a topographic map and have
 QD0087.an estimated accuracy of +/- 6 seconds.
 QD0087
 QD0087.The orthometric height was determined by differential leveling
 QD0087.and adjusted in June 1991.
 QD0087
 QD0087.The geoid height was determined by GEOID03.
 QD0087
 QD0087.The dynamic height is computed by dividing the NAVD 88
 QD0087.geopotential number by the normal gravity value computed on the
 QD0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0087.degrees latitude (g = 980.6199 gals.).
 QD0087
 QD0087.The modeled gravity was interpolated from observed gravity values.
 QD0087
 QD0087;                    North         East    Units  Estimated Accuracy
 QD0087;SPC OR N     -   146,010.    2,522,590.      MT  (+/- 180 meters Scaled)
 QD0087
 QD0087                          SUPERSEDED SURVEY CONTROL
 QD0087
 QD0087  NGVD 29 (??/??/92)  847.170  (m)         2779.42   (f) ADJ UNCH    1 2
 QD0087
 QD0087.Superseded values are not recommended for survey control.
 QD0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0087.See file dsdata.txt to determine how the superseded data were derived.
 QD0087
 QD0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGQ196845(NAD 83)
 QD0087_MARKER: DB = BENCH MARK DISK
 QD0087_SETTING: 66 = SET IN ROCK OUTCROP
 QD0087_SP_SET: OUTCROP
 QD0087_STAMPING: H 371 1942
 QD0087_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QD0087+STABILITY: POSITION/ELEVATION WELL
 QD0087
 QD0087  HISTORY     - Date     Condition        Report By
 QD0087  HISTORY     - 1942     MONUMENTED       CGS
 QD0087  HISTORY     - 1943     GOOD             NGS
 QD0087  HISTORY     - 1965     MARK NOT FOUND   NGS
 QD0087
 QD0087                          STATION DESCRIPTION
 QD0087
 QD0087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QD0087'1.3 MI SW FROM FOSSIL.
 QD0087'THIS MARK IS ABOUT 1.3 MILES SOUTHWEST ALONG THE ANTELOPE-FOSSIL ROAD
 QD0087'FROM THE POST OFFICE AT FOSSIL, WHEELER COUNTY, 0.3 MILE SOUTHWEST OF
 QD0087'AN ABANDON GRAY TWO STORY HOUSE, 44.0 FEET NORTH OF A CURVE SIGN, 19.0
 QD0087'FEET EAST OF THE CENTER LINE OF THE ROAD SET IN THE TOP OF A ROCK
 QD0087'OUTCROP ABOUT 3.0 FEET ABOVE THE ROAD, ACROSS ROAD FROM SMALL STREAM,
 QD0087'3.0 FEET SOUTHEAST OF A WHITE REFERENCE POST.
 QD0087
 QD0087                          STATION RECOVERY (1965)
 QD0087
 QD0087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 QD0087'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0115 ***********************************************************************
 PB0115  DESIGNATION -  H 372
 PB0115  PID         -  PB0115
 PB0115  STATE/COUNTY-  OR/DESCHUTES
 PB0115  USGS QUAD   -  EVANS WELL (1981)
 PB0115
 PB0115                         *CURRENT SURVEY CONTROL
 PB0115  ___________________________________________________________________
 PB0115* NAD 83(1986)-  43 52 26.     (N)    121 00 21.     (W)     SCALED    
 PB0115* NAVD 88     -      1299.748  (meters)    4264.26   (feet)  ADJUSTED  
 PB0115  ___________________________________________________________________
 PB0115  GEOID HEIGHT-         -20.41  (meters)                     GEOID03
 PB0115  DYNAMIC HT  -        1299.158 (meters)    4262.32  (feet)  COMP
 PB0115  MODELED GRAV-     980,120.1   (mgal)                       NAVD 88
 PB0115
 PB0115  VERT ORDER  -  FIRST     CLASS II
 PB0115
 PB0115.The horizontal coordinates were scaled from a topographic map and have
 PB0115.an estimated accuracy of +/- 6 seconds.
 PB0115
 PB0115.The orthometric height was determined by differential leveling
 PB0115.and adjusted in June 1991.
 PB0115
 PB0115.The geoid height was determined by GEOID03.
 PB0115
 PB0115.The dynamic height is computed by dividing the NAVD 88
 PB0115.geopotential number by the normal gravity value computed on the
 PB0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0115.degrees latitude (g = 980.6199 gals.).
 PB0115
 PB0115.The modeled gravity was interpolated from observed gravity values.
 PB0115
 PB0115;                    North         East    Units  Estimated Accuracy
 PB0115;SPC OR S     -   245,310.    1,459,350.      MT  (+/- 180 meters Scaled)
 PB0115
 PB0115                          SUPERSEDED SURVEY CONTROL
 PB0115
 PB0115  NGVD 29 (??/??/92) 1298.546  (m)         4260.31   (f) ADJ UNCH    1 2
 PB0115
 PB0115.Superseded values are not recommended for survey control.
 PB0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0115.See file dsdata.txt to determine how the superseded data were derived.
 PB0115
 PB0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP602597(NAD 83)
 PB0115_MARKER: DB = BENCH MARK DISK
 PB0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0115_STAMPING: H 372 1943
 PB0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0115+STABILITY: SURFACE MOTION
 PB0115
 PB0115  HISTORY     - Date     Condition        Report By
 PB0115  HISTORY     - 1943     MONUMENTED       CGS
 PB0115
 PB0115                          STATION DESCRIPTION
 PB0115
 PB0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 PB0115'4.3 MI W FROM MILLICAN.
 PB0115'THIS MARK IS ABOUT 4.3 MILES WEST ALONG THE OLD BEND-BURNS ROAD FROM
 PB0115'MILLICAN DESCHUTES COUNTY, 0.8 MILE EAST OF AN ABANDON RANCH HOUSE,
 PB0115'4.0 FEET WEST OF A TELEPHONE POLE, 27.0 FEET SOUTH OF THE CENTER LINE
 PB0115'OF THE ROAD, PROJECTING ABOUT 3-INCHES ABOVE THE GROUND, 2.0 FEET
 PB0115'NORTH OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PB0140 ***********************************************************************
 PB0140  DESIGNATION -  H 373
 PB0140  PID         -  PB0140
 PB0140  STATE/COUNTY-  OR/DESCHUTES
 PB0140  USGS QUAD   -  BROTHERS (1967)
 PB0140
 PB0140                         *CURRENT SURVEY CONTROL
 PB0140  ___________________________________________________________________
 PB0140* NAD 83(1986)-  43 47 32.     (N)    120 35 58.     (W)     SCALED    
 PB0140* NAVD 88     -      1436.036  (meters)    4711.39   (feet)  ADJUSTED  
 PB0140  ___________________________________________________________________
 PB0140  GEOID HEIGHT-         -19.89  (meters)                     GEOID03
 PB0140  DYNAMIC HT  -        1435.357 (meters)    4709.17  (feet)  COMP
 PB0140  MODELED GRAV-     980,095.3   (mgal)                       NAVD 88
 PB0140
 PB0140  VERT ORDER  -  FIRST     CLASS II
 PB0140
 PB0140.The horizontal coordinates were scaled from a topographic map and have
 PB0140.an estimated accuracy of +/- 6 seconds.
 PB0140
 PB0140.The orthometric height was determined by differential leveling
 PB0140.and adjusted in June 1991.
 PB0140
 PB0140.The geoid height was determined by GEOID03.
 PB0140
 PB0140.The dynamic height is computed by dividing the NAVD 88
 PB0140.geopotential number by the normal gravity value computed on the
 PB0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PB0140.degrees latitude (g = 980.6199 gals.).
 PB0140
 PB0140.The modeled gravity was interpolated from observed gravity values.
 PB0140
 PB0140;                    North         East    Units  Estimated Accuracy
 PB0140;SPC OR S     -   236,120.    1,492,000.      MT  (+/- 180 meters Scaled)
 PB0140
 PB0140                          SUPERSEDED SURVEY CONTROL
 PB0140
 PB0140  NGVD 29 (??/??/92) 1434.831  (m)         4707.44   (f) ADJ UNCH    1 2
 PB0140
 PB0140.Superseded values are not recommended for survey control.
 PB0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PB0140.See file dsdata.txt to determine how the superseded data were derived.
 PB0140
 PB0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFP931515(NAD 83)
 PB0140_MARKER: DB = BENCH MARK DISK
 PB0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PB0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PB0140_STAMPING: H 373 1943
 PB0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PB0140+STABILITY: SURFACE MOTION
 PB0140
 PB0140  HISTORY     - Date     Condition        Report By
 PB0140  HISTORY     - 1943     MONUMENTED       CGS
 PB0140
 PB0140                          STATION DESCRIPTION
 PB0140
 PB0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 PB0140'1.4 MI S FROM BROTHERS.
 PB0140'THIS MARK IS ABOUT 1.4 MILES SOUTH ALONG A SECTION LINE ROAD FROM
 PB0140'BROTHERS, 1.1 MILE NORTH OF THE JUNCTION OF THE OLD BEND-BURNS ROAD,
 PB0140'SET IN THE SOUTHEAST CORNER OF A FIELD, 7.0 FEET WEST OF A NORTH-SOUTH
 PB0140'FENCE, 3.0 FEET NORTH OF A EAST-WEST FENCE, 31.0 FEET WEST OF THE
 PB0140'CENTERLINE OF THE ROAD, PROJECTING ABOUT 3-INCHES ABOVE THE GROUND,
 PB0140'2.0 FEET EAST OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0534 ***********************************************************************
 PA0534  DESIGNATION -  H 374
 PA0534  PID         -  PA0534
 PA0534  STATE/COUNTY-  OR/HARNEY
 PA0534  USGS QUAD   -  POTATO HILLS (1981)
 PA0534
 PA0534                         *CURRENT SURVEY CONTROL
 PA0534  ___________________________________________________________________
 PA0534* NAD 83(1986)-  43 32 12.     (N)    119 46 15.     (W)     SCALED    
 PA0534* NAVD 88     -      1344.983  (meters)    4412.67   (feet)  ADJUSTED  
 PA0534  ___________________________________________________________________
 PA0534  GEOID HEIGHT-         -19.48  (meters)                     GEOID03
 PA0534  DYNAMIC HT  -        1344.306 (meters)    4410.44  (feet)  COMP
 PA0534  MODELED GRAV-     980,069.2   (mgal)                       NAVD 88
 PA0534
 PA0534  VERT ORDER  -  FIRST     CLASS II
 PA0534
 PA0534.The horizontal coordinates were scaled from a topographic map and have
 PA0534.an estimated accuracy of +/- 6 seconds.
 PA0534
 PA0534.The orthometric height was determined by differential leveling
 PA0534.and adjusted in June 1991.
 PA0534
 PA0534.The geoid height was determined by GEOID03.
 PA0534
 PA0534.The dynamic height is computed by dividing the NAVD 88
 PA0534.geopotential number by the normal gravity value computed on the
 PA0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0534.degrees latitude (g = 980.6199 gals.).
 PA0534
 PA0534.The modeled gravity was interpolated from observed gravity values.
 PA0534
 PA0534;                    North         East    Units  Estimated Accuracy
 PA0534;SPC OR S     -   207,980.    1,558,930.      MT  (+/- 180 meters Scaled)
 PA0534
 PA0534                          SUPERSEDED SURVEY CONTROL
 PA0534
 PA0534  NGVD 29 (??/??/92) 1343.760  (m)         4408.65   (f) ADJ UNCH    1 2
 PA0534
 PA0534.Superseded values are not recommended for survey control.
 PA0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0534.See file dsdata.txt to determine how the superseded data were derived.
 PA0534
 PA0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKJ761241(NAD 83)
 PA0534_MARKER: DB = BENCH MARK DISK
 PA0534_SETTING: 66 = SET IN ROCK OUTCROP
 PA0534_SP_SET: ROCK OUTCROP
 PA0534_STAMPING: H 374 1943
 PA0534_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PA0534+STABILITY: POSITION/ELEVATION WELL
 PA0534
 PA0534  HISTORY     - Date     Condition        Report By
 PA0534  HISTORY     - 1943     MONUMENTED       CGS
 PA0534
 PA0534                          STATION DESCRIPTION
 PA0534
 PA0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 PA0534'IN GAP RANCH.
 PA0534'AT GAP RANCH, HARNEY COUNTY, 0.1 MILE EAST OF RUINS OF CCC CAMP, SET
 PA0534'IN THE TOP OF A LARGE ROCK OUTCROP, 77.0 FEET SOUTH OF A POWER POLE,
 PA0534'127.0 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 3.0 FEET SOUTHWEST
 PA0534'OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NY0088 ***********************************************************************
 NY0088  DESIGNATION -  H 375
 NY0088  PID         -  NY0088
 NY0088  STATE/COUNTY-  OR/LAKE
 NY0088  USGS QUAD   -  CROOKED CREEK VALLEY (1964)
 NY0088
 NY0088                         *CURRENT SURVEY CONTROL
 NY0088  ___________________________________________________________________
 NY0088* NAD 83(1986)-  42 16 19.     (N)    120 21 17.     (W)     SCALED    
 NY0088* NAVD 88     -      1500.348  (meters)    4922.39   (feet)  ADJUSTED  
 NY0088  ___________________________________________________________________
 NY0088  GEOID HEIGHT-         -20.85  (meters)                     GEOID03
 NY0088  DYNAMIC HT  -        1499.357 (meters)    4919.14  (feet)  COMP
 NY0088  MODELED GRAV-     979,908.7   (mgal)                       NAVD 88
 NY0088
 NY0088  VERT ORDER  -  FIRST     CLASS II
 NY0088
 NY0088.The horizontal coordinates were scaled from a topographic map and have
 NY0088.an estimated accuracy of +/- 6 seconds.
 NY0088
 NY0088.The orthometric height was determined by differential leveling
 NY0088.and adjusted in June 1991.
 NY0088
 NY0088.The geoid height was determined by GEOID03.
 NY0088
 NY0088.The dynamic height is computed by dividing the NAVD 88
 NY0088.geopotential number by the normal gravity value computed on the
 NY0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NY0088.degrees latitude (g = 980.6199 gals.).
 NY0088
 NY0088.The modeled gravity was interpolated from observed gravity values.
 NY0088
 NY0088;                    North         East    Units  Estimated Accuracy
 NY0088;SPC OR S     -    67,250.    1,511,990.      MT  (+/- 180 meters Scaled)
 NY0088
 NY0088                          SUPERSEDED SURVEY CONTROL
 NY0088
 NY0088  NGVD 29 (??/??/92) 1499.129  (m)         4918.39   (f) ADJ UNCH    1 2
 NY0088
 NY0088.Superseded values are not recommended for survey control.
 NY0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NY0088.See file dsdata.txt to determine how the superseded data were derived.
 NY0088
 NY0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGM181833(NAD 83)
 NY0088_MARKER: DB = BENCH MARK DISK
 NY0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NY0088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NY0088_STAMPING: H 375 1942
 NY0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NY0088+STABILITY: SURFACE MOTION
 NY0088
 NY0088  HISTORY     - Date     Condition        Report By
 NY0088  HISTORY     - 1942     MONUMENTED       CGS
 NY0088
 NY0088                          STATION DESCRIPTION
 NY0088
 NY0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NY0088'5.6 MI N FROM LAKEVIEW.
 NY0088'ALONG THE HIGHWAY U.S. NO. 395, ABOUT 115 YARDS NORTH OF GRAVEL PILES
 NY0088'BELONGING TO THE HIGHWAY, 41 FEET EAST OF CENTER LINE OF HIGHWAY, 2
 NY0088'FEET EAST OF WIRE FENCE ON INSIDE OF FENCE CORNER.  WITNESS POST SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0088 ***********************************************************************
 QD0088  DESIGNATION -  H 376
 QD0088  PID         -  QD0088
 QD0088  STATE/COUNTY-  OR/WHEELER
 QD0088  USGS QUAD   -  FOSSIL SOUTH (1990)
 QD0088
 QD0088                         *CURRENT SURVEY CONTROL
 QD0088  ___________________________________________________________________
 QD0088* NAD 83(1986)-  44 59 48.     (N)    120 12 55.     (W)     SCALED    
 QD0088* NAVD 88     -       813.656  (meters)    2669.47   (feet)  ADJUSTED  
 QD0088  ___________________________________________________________________
 QD0088  GEOID HEIGHT-         -20.15  (meters)                     GEOID03
 QD0088  DYNAMIC HT  -         813.472 (meters)    2668.87  (feet)  COMP
 QD0088  MODELED GRAV-     980,363.2   (mgal)                       NAVD 88
 QD0088
 QD0088  VERT ORDER  -  FIRST     CLASS II
 QD0088
 QD0088.The horizontal coordinates were scaled from a topographic map and have
 QD0088.an estimated accuracy of +/- 6 seconds.
 QD0088
 QD0088.The orthometric height was determined by differential leveling
 QD0088.and adjusted in June 1991.
 QD0088
 QD0088.The geoid height was determined by GEOID03.
 QD0088
 QD0088.The dynamic height is computed by dividing the NAVD 88
 QD0088.geopotential number by the normal gravity value computed on the
 QD0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0088.degrees latitude (g = 980.6199 gals.).
 QD0088
 QD0088.The modeled gravity was interpolated from observed gravity values.
 QD0088
 QD0088;                    North         East    Units  Estimated Accuracy
 QD0088;SPC OR N     -   147,830.    2,522,450.      MT  (+/- 180 meters Scaled)
 QD0088
 QD0088                          SUPERSEDED SURVEY CONTROL
 QD0088
 QD0088  NGVD 29 (??/??/92)  812.550  (m)         2665.84   (f) ADJ UNCH    1 2
 QD0088
 QD0088.Superseded values are not recommended for survey control.
 QD0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0088.See file dsdata.txt to determine how the superseded data were derived.
 QD0088
 QD0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGQ194863(NAD 83)
 QD0088_MARKER: DB = BENCH MARK DISK
 QD0088_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QD0088_SP_SET: BUILDING
 QD0088_STAMPING: H 376 1943
 QD0088_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QD0088
 QD0088  HISTORY     - Date     Condition        Report By
 QD0088  HISTORY     - 1943     MONUMENTED       CGS
 QD0088
 QD0088                          STATION DESCRIPTION
 QD0088
 QD0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 QD0088'IN FOSSIL.
 QD0088'AT FOSSIL, WHEELER COUNTY, SET VERTICALLY IN THE EAST FACE OF THE
 QD0088'FIRST NATIONAL BANK, 9-INCHES SOUTH OF SOUTH EDGE OF NORTH WINDOW,
 QD0088'15.0 FEET SOUTH OF THE SOUTH EDGE OF THE EAST ENTRANCE, 34.0 FEET WEST
 QD0088'OF THE CENTER LINE OF STATE HIGHWAY 19, 3.2 FEET ABOVE THE SIDE WALK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1889 ***********************************************************************
 QD1889  DESIGNATION -  H 376 RESET
 QD1889  PID         -  QD1889
 QD1889  STATE/COUNTY-  OR/WHEELER
 QD1889  USGS QUAD   -  FOSSIL SOUTH (1990)
 QD1889
 QD1889                         *CURRENT SURVEY CONTROL
 QD1889  ___________________________________________________________________
 QD1889* NAD 83(1986)-  44 59 48.     (N)    120 12 55.     (W)     SCALED    
 QD1889* NAVD 88     -       813.09   (meters)    2667.6    (feet)  RESET     
 QD1889  ___________________________________________________________________
 QD1889  GEOID HEIGHT-         -20.15  (meters)                     GEOID03
 QD1889  VERT ORDER  -  THIRD
 QD1889
 QD1889.The horizontal coordinates were scaled from a topographic map and have
 QD1889.an estimated accuracy of +/- 6 seconds.
 QD1889
 QD1889.The orthometric height was computed from unverified reset data.
 QD1889.No vertical observational check was made to the station.
 QD1889
 QD1889.The geoid height was determined by GEOID03.
 QD1889
 QD1889;                    North         East    Units  Estimated Accuracy
 QD1889;SPC OR N     -   147,830.    2,522,450.      MT  (+/- 180 meters Scaled)
 QD1889
 QD1889                          SUPERSEDED SURVEY CONTROL
 QD1889
 QD1889  NGVD 29 (10/26/06)  811.99   (m)         2664.0    (f) RESET       3  
 QD1889
 QD1889.Superseded values are not recommended for survey control.
 QD1889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1889.See file dsdata.txt to determine how the superseded data were derived.
 QD1889
 QD1889_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGQ194863(NAD 83)
 QD1889_MARKER: DB = BENCH MARK DISK
 QD1889_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QD1889_SP_SET: CURB
 QD1889_STAMPING: H 376 RESET 1980
 QD1889_MARK LOGO: NGS   
 QD1889_MAGNETIC: N = NO MAGNETIC MATERIAL
 QD1889_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QD1889
 QD1889  HISTORY     - Date     Condition        Report By
 QD1889  HISTORY     - 1980     MONUMENTED       NGS
 QD1889
 QD1889                          STATION DESCRIPTION
 QD1889
 QD1889'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 QD1889'IN FOSSIL, IN THE RAISED WEST CURB OF MAIN STREET, 11 FEET NORTH OF
 QD1889'THE NORTH CURB OF FIRST STREET, 6.2 FEET NORTHEAST OF THE SOUTHEAST
 QD1889'CORNER OF A MARKET, 25 FEET NORTH-NORTHEAST OF THE BANK ENTRANCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB1043 ***********************************************************************
 RB1043  DESIGNATION -  H 377
 RB1043  PID         -  RB1043
 RB1043  STATE/COUNTY-  OR/MORROW
 RB1043  USGS QUAD   -  CROW BUTTE (1993)
 RB1043
 RB1043                         *CURRENT SURVEY CONTROL
 RB1043  ___________________________________________________________________
 RB1043* NAD 83(1986)-  45 50 32.     (N)    119 45 27.     (W)     SCALED    
 RB1043* NAVD 88     -        76.073  (meters)     249.58   (feet)  ADJUSTED  
 RB1043  ___________________________________________________________________
 RB1043  GEOID HEIGHT-         -21.88  (meters)                     GEOID03
 RB1043  DYNAMIC HT  -          76.073 (meters)     249.58  (feet)  COMP
 RB1043  MODELED GRAV-     980,616.6   (mgal)                       NAVD 88
 RB1043
 RB1043  VERT ORDER  -  FIRST     CLASS II
 RB1043
 RB1043.The horizontal coordinates were scaled from a topographic map and have
 RB1043.an estimated accuracy of +/- 6 seconds.
 RB1043
 RB1043.The orthometric height was determined by differential leveling
 RB1043.and adjusted in June 1991.
 RB1043
 RB1043.The geoid height was determined by GEOID03.
 RB1043
 RB1043.The dynamic height is computed by dividing the NAVD 88
 RB1043.geopotential number by the normal gravity value computed on the
 RB1043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB1043.degrees latitude (g = 980.6199 gals.).
 RB1043
 RB1043.The modeled gravity was interpolated from observed gravity values.
 RB1043
 RB1043;                    North         East    Units  Estimated Accuracy
 RB1043;SPC OR N     -   242,020.    2,557,680.      MT  (+/- 180 meters Scaled)
 RB1043
 RB1043                          SUPERSEDED SURVEY CONTROL
 RB1043
 RB1043  NGVD 29 (??/??/92)   75.03   (m)          246.2    (f) COMPUTED    1 2
 RB1043
 RB1043.Superseded values are not recommended for survey control.
 RB1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1043.See file dsdata.txt to determine how the superseded data were derived.
 RB1043
 RB1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKL858802(NAD 83)
 RB1043_MARKER: DB = BENCH MARK DISK
 RB1043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB1043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB1043_STAMPING: H 377 1943
 RB1043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB1043+STABILITY: SURFACE MOTION
 RB1043
 RB1043  HISTORY     - Date     Condition        Report By
 RB1043  HISTORY     - 1943     MONUMENTED       CGS
 RB1043  HISTORY     - 1962     GOOD             NGS
 RB1043
 RB1043                          STATION DESCRIPTION
 RB1043
 RB1043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RB1043'1.9 MI W FROM BOARDMAN.
 RB1043'ALONG THE OLD HIGHWAY (U.S.30) ABOUT 1.9 MILES WEST OF THE POST OFFICE
 RB1043'AT BOARDMAN, 32.5 FEET NORTH OF THE CENTER LINE OF THE OLD HIGHWAY, 51
 RB1043'FEET SOUTH OF THE SOUTH RAIL OF THE UNION PACIFIC RAILROAD, 13 FEET
 RB1043'EAST OF RAILROAD MILE POST 162, 16 FEET NORTH OF AN EAST-WEST FENCE, 1
 RB1043'FOOT SOUTH OF A WITNESS POST, ABOUT THE SAME ELEVATION AS THE OLD
 RB1043'HIGHWAY, AND TOP OF MARK IS PROJECTING ABOUT 0.5 FOOT ABOVE THE
 RB1043'SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0466 ***********************************************************************
 RB0466  DESIGNATION -  H 379
 RB0466  PID         -  RB0466
 RB0466  STATE/COUNTY-  OR/UMATILLA
 RB0466  USGS QUAD   -  SMELTZ (1966)
 RB0466
 RB0466                         *CURRENT SURVEY CONTROL
 RB0466  ___________________________________________________________________
 RB0466* NAD 83(1986)-  45 54 02.     (N)    118 40 19.     (W)     SCALED    
 RB0466* NAVD 88     -       553.262  (meters)    1815.16   (feet)  ADJUSTED  
 RB0466  ___________________________________________________________________
 RB0466  GEOID HEIGHT-         -21.00  (meters)                     GEOID03
 RB0466  DYNAMIC HT  -         553.206 (meters)    1814.98  (feet)  COMP
 RB0466  MODELED GRAV-     980,497.1   (mgal)                       NAVD 88
 RB0466
 RB0466  VERT ORDER  -  FIRST     CLASS II
 RB0466
 RB0466.The horizontal coordinates were scaled from a topographic map and have
 RB0466.an estimated accuracy of +/- 6 seconds.
 RB0466
 RB0466.The orthometric height was determined by differential leveling
 RB0466.and adjusted in June 1991.
 RB0466
 RB0466.The geoid height was determined by GEOID03.
 RB0466
 RB0466.The dynamic height is computed by dividing the NAVD 88
 RB0466.geopotential number by the normal gravity value computed on the
 RB0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0466.degrees latitude (g = 980.6199 gals.).
 RB0466
 RB0466.The modeled gravity was interpolated from observed gravity values.
 RB0466
 RB0466;                    North         East    Units  Estimated Accuracy
 RB0466;SPC OR N     -   249,850.    2,641,850.      MT  (+/- 180 meters Scaled)
 RB0466
 RB0466                          SUPERSEDED SURVEY CONTROL
 RB0466
 RB0466  NGVD 29 (??/??/92)  552.216  (m)         1811.73   (f) ADJ UNCH    1 2
 RB0466
 RB0466.Superseded values are not recommended for survey control.
 RB0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0466.See file dsdata.txt to determine how the superseded data were derived.
 RB0466
 RB0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL703843(NAD 83)
 RB0466_MARKER: DB = BENCH MARK DISK
 RB0466_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RB0466_SP_SET: CULVERT
 RB0466_STAMPING: H 379 1943
 RB0466_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RB0466
 RB0466  HISTORY     - Date     Condition        Report By
 RB0466  HISTORY     - 1943     MONUMENTED       CGS
 RB0466
 RB0466                          STATION DESCRIPTION
 RB0466
 RB0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 RB0466'0.25 MI SE FROM SMELTZ.
 RB0466'ALONG THE NORTHERN PACIFIC RAILWAY, 0.25 MILE SOUTHEAST OF SMELTZ, AT
 RB0466'THE INTERSECTION OF THE SMELTZ TO ATHENIA BRANCH OF THE NORTHERN
 RB0466'PACIFIC WITH THE SMELTZ TO PENDLETON BRANCH, SET IN THE TOP OF THE
 RB0466'NORTHEAST END OF THE NORTHWEST CONCRETE HEADWALL OF A TWIN 42 INCH
 RB0466'CORRUGATED PIPE CULVERT UNDER THE PENDLETON TO ATHENIA TRACK, 1.3 FEET
 RB0466'SOUTHWEST OF THE NORTHEAST END OF THE HEADWALL, 15 FEET LOWER THAN THE
 RB0466'TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0488 ***********************************************************************
 QC0488  DESIGNATION -  H 38
 QC0488  PID         -  QC0488
 QC0488  STATE/COUNTY-  OR/WHEELER
 QC0488  USGS QUAD   -  KIMBERLY (1995)
 QC0488
 QC0488                         *CURRENT SURVEY CONTROL
 QC0488  ___________________________________________________________________
 QC0488* NAD 83(1986)-  44 48 54.     (N)    119 44 08.     (W)     SCALED    
 QC0488* NAVD 88     -       553.498  (meters)    1815.93   (feet)  ADJUSTED  
 QC0488  ___________________________________________________________________
 QC0488  GEOID HEIGHT-         -19.76  (meters)                     GEOID03
 QC0488  DYNAMIC HT  -         553.366 (meters)    1815.50  (feet)  COMP
 QC0488  MODELED GRAV-     980,362.4   (mgal)                       NAVD 88
 QC0488
 QC0488  VERT ORDER  -  FIRST     CLASS II
 QC0488
 QC0488.The horizontal coordinates were scaled from a topographic map and have
 QC0488.an estimated accuracy of +/- 6 seconds.
 QC0488
 QC0488.The orthometric height was determined by differential leveling
 QC0488.and adjusted in June 1991.
 QC0488
 QC0488.The geoid height was determined by GEOID03.
 QC0488
 QC0488.The dynamic height is computed by dividing the NAVD 88
 QC0488.geopotential number by the normal gravity value computed on the
 QC0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0488.degrees latitude (g = 980.6199 gals.).
 QC0488
 QC0488.The modeled gravity was interpolated from observed gravity values.
 QC0488
 QC0488;                    North         East    Units  Estimated Accuracy
 QC0488;SPC OR N     -   127,890.    2,560,460.      MT  (+/- 180 meters Scaled)
 QC0488
 QC0488                          SUPERSEDED SURVEY CONTROL
 QC0488
 QC0488  NGVD 29 (??/??/92)  552.384  (m)         1812.28   (f) ADJ UNCH    1 2
 QC0488
 QC0488.Superseded values are not recommended for survey control.
 QC0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0488.See file dsdata.txt to determine how the superseded data were derived.
 QC0488
 QC0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKK837660(NAD 83)
 QC0488_MARKER: DB = BENCH MARK DISK
 QC0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QC0488_STAMPING: 1812.509 H 38 1930
 QC0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0488+STABILITY: SURFACE MOTION
 QC0488
 QC0488  HISTORY     - Date     Condition        Report By
 QC0488  HISTORY     - 1930     MONUMENTED       CGS
 QC0488  HISTORY     - 1963     GOOD             NGS
 QC0488
 QC0488                          STATION DESCRIPTION
 QC0488
 QC0488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 QC0488'5.2 MI SE FROM SPRAY.
 QC0488'5.2 MILES SOUTHEAST ALONG STATE HIGHWAY 19 FROM THE SPRAY POST OFFICE,
 QC0488'0.45 MILE NORTHWEST OF MILE POST NO. 98, 0.05 MILE NORTH OF A SHARP
 QC0488'TURN AROUND THE POINT OF A HILL, 90 FEET NORTH OF THE WEST END OF A
 QC0488'METAL CULVERT UNDER THE HIGHWAY, 32 FEET WEST OF THE CENTER OF THE
 QC0488'HIGHWAY, 2 FEET EAST OF A NORTH-SOUTH FENCE LINE AND 1 FOOT SOUTH OF A
 QC0488'METAL WITNESS POST.  THE MONUMENT PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1517 ***********************************************************************
 RC1517  DESIGNATION -  H 380
 RC1517  PID         -  RC1517
 RC1517  STATE/COUNTY-  OR/MULTNOMAH
 RC1517  USGS QUAD   -  BONNEVILLE DAM (1994)
 RC1517
 RC1517                         *CURRENT SURVEY CONTROL
 RC1517  ___________________________________________________________________
 RC1517* NAD 83(1986)-  45 38 31.     (N)    121 56 42.     (W)     SCALED    
 RC1517* NAVD 88     -        21.132  (meters)      69.33   (feet)  ADJUSTED  
 RC1517  ___________________________________________________________________
 RC1517  GEOID HEIGHT-         -21.82  (meters)                     GEOID03
 RC1517  DYNAMIC HT  -          21.132 (meters)      69.33  (feet)  COMP
 RC1517  MODELED GRAV-     980,578.8   (mgal)                       NAVD 88
 RC1517
 RC1517  VERT ORDER  -  FIRST     CLASS II
 RC1517
 RC1517.The horizontal coordinates were scaled from a topographic map and have
 RC1517.an estimated accuracy of +/- 6 seconds.
 RC1517
 RC1517.The orthometric height was determined by differential leveling
 RC1517.and adjusted in June 1991.
 RC1517
 RC1517.The geoid height was determined by GEOID03.
 RC1517
 RC1517.The dynamic height is computed by dividing the NAVD 88
 RC1517.geopotential number by the normal gravity value computed on the
 RC1517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1517.degrees latitude (g = 980.6199 gals.).
 RC1517
 RC1517.The modeled gravity was interpolated from observed gravity values.
 RC1517
 RC1517;                    North         East    Units  Estimated Accuracy
 RC1517;SPC OR N     -   220,510.    2,387,360.      MT  (+/- 180 meters Scaled)
 RC1517
 RC1517                          SUPERSEDED SURVEY CONTROL
 RC1517
 RC1517  NGVD 29 (??/??/92)   20.114  (m)           65.99   (f) ADJ UNCH    1 2
 RC1517
 RC1517.Superseded values are not recommended for survey control.
 RC1517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1517.See file dsdata.txt to determine how the superseded data were derived.
 RC1517
 RC1517_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER822548(NAD 83)
 RC1517_MARKER: DD = SURVEY DISK
 RC1517_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RC1517_SP_SET: BRIDGE
 RC1517_STAMPING: H 380 1943
 RC1517_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RC1517_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RC1517+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2008
 RC1517
 RC1517  HISTORY     - Date     Condition        Report By
 RC1517  HISTORY     - 1943     MONUMENTED       DOD
 RC1517  HISTORY     - 1943     GOOD             NGS
 RC1517  HISTORY     - 1974     GOOD             DOD
 RC1517  HISTORY     - 19950719 GOOD             USPSQD
 RC1517  HISTORY     - 20040726 GOOD             USPSQD
 RC1517  HISTORY     - 20060319 GOOD             USPSQD
 RC1517  HISTORY     - 20080813 GOOD             USACE
 RC1517  HISTORY     - 20081114 GOOD             USACE
 RC1517
 RC1517                          STATION DESCRIPTION
 RC1517
 RC1517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 RC1517'IN BONNEVILLE.
 RC1517'AT BONNEVILLE, ON THE BONNEVILLE RESERVATION, 0.05 MILE NORTH OF THE
 RC1517'NORTH END OF THE POWER HOUSE, AT THE SOUTHEAST END OF A CONCRETE
 RC1517'BRIDGE OVER FISHWAY, AT THE SOUTH CORNER OF THE SIDEWALK ON THE
 RC1517'SOUTHWEST SIDE OF THE BRIDGE, 0.5 FOOT NORTHWEST OF THE SOUTHEAST END
 RC1517'OF BRIDGE SIDEWALK, 1.0 FOOT NORTHEAST OF THE SOUTHEAST CORNER POST
 RC1517'FOR IRON BANNISTER.
 RC1517
 RC1517                          STATION RECOVERY (1974)
 RC1517
 RC1517'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1974
 RC1517'RECOVERED IN GOOD CONDITION.
 RC1517
 RC1517                          STATION RECOVERY (1995)
 RC1517
 RC1517'RECOVERY NOTE BY US POWER SQUADRON 1995
 RC1517'RECOVERED IN GOOD CONDITION.
 RC1517
 RC1517                          STATION RECOVERY (2004)
 RC1517
 RC1517'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 RC1517'RECOVERED IN GOOD CONDITION.
 RC1517
 RC1517                          STATION RECOVERY (2006)
 RC1517
 RC1517'RECOVERY NOTE BY US POWER SQUADRON 2006
 RC1517'RECOVERED IN GOOD CONDITION.
 RC1517
 RC1517                          STATION RECOVERY (2008)
 RC1517
 RC1517'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2008 (JAK)
 RC1517'RECOVERED IN GOOD CONDITION.
 RC1517
 RC1517                          STATION RECOVERY (2008)
 RC1517
 RC1517'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2008 (CLB)
 RC1517'THIS MONUMENT IS THE PRIMARY REFERENCE POINT FOR BONNEVILLE LOCK AND
 RC1517'DAM. IT SERVES AS THE REFERENCE POINT FOR A GAUGING NETWORK CONSISTING
 RC1517'OF 33 STAFF GAGES AND 5 ELECTRONIC WATER GAGES. H 380 HAS A MEAN
 RC1517'ELEVATION ABOVE THE ZERO OF 31 STAFF GAGES OF 65.97 FT WITH A STANDARD
 RC1517'DEVIATION OF 0.16 FT.
 RC1517' 
 RC1517'MONUMENT IS A 3 IN FLAT BRASS CAP WITH A HOLE IN CENTER.  IT IS
 RC1517'APPROXIMATELY 250 FT NORTH OF POWERHOUSE 1 AT BONNEVILLE DAM, AT THE
 RC1517'SOUTHERN END OF A BRIDGE OVER A FISH WAY AT THE DOWNSTREAM SIDE, SET
 RC1517'IN BACK OF SIDEWALK AND LESS THAN LESS THAN 1 FT FROM END OF METAL
 RC1517'RAIL.
 RC1517' 
 RC1517'FOR A COMPLETE BREAKDOWN OF THE GAGE NETWORK INCLUDING A LISTING OF
 RC1517'SECONDARY BMS CONTACT THE SURVEY SECTION PORTLAND DISTRICT US ARMY
 RC1517'CORPS OF ENGINEERS.
 RC1517' 
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0884 ***********************************************************************
 RB0884  DESIGNATION -  H 381
 RB0884  PID         -  RB0884
 RB0884  STATE/COUNTY-  OR/MORROW
 RB0884  USGS QUAD   -  GOOSEBERRY (1968)
 RB0884
 RB0884                         *CURRENT SURVEY CONTROL
 RB0884  ___________________________________________________________________
 RB0884* NAD 83(1986)-  45 16 25.     (N)    119 59 22.     (W)     SCALED    
 RB0884* NAVD 88     -       758.484  (meters)    2488.46   (feet)  ADJUSTED  
 RB0884  ___________________________________________________________________
 RB0884  GEOID HEIGHT-         -20.59  (meters)                     GEOID03
 RB0884  DYNAMIC HT  -         758.347 (meters)    2488.01  (feet)  COMP
 RB0884  MODELED GRAV-     980,410.9   (mgal)                       NAVD 88
 RB0884
 RB0884  VERT ORDER  -  SECOND    CLASS 0
 RB0884
 RB0884.The horizontal coordinates were scaled from a topographic map and have
 RB0884.an estimated accuracy of +/- 6 seconds.
 RB0884
 RB0884.The orthometric height was determined by differential leveling
 RB0884.and adjusted in June 1991.
 RB0884
 RB0884.The geoid height was determined by GEOID03.
 RB0884
 RB0884.The dynamic height is computed by dividing the NAVD 88
 RB0884.geopotential number by the normal gravity value computed on the
 RB0884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0884.degrees latitude (g = 980.6199 gals.).
 RB0884
 RB0884.The modeled gravity was interpolated from observed gravity values.
 RB0884
 RB0884;                    North         East    Units  Estimated Accuracy
 RB0884;SPC OR N     -   178,690.    2,540,060.      MT  (+/- 180 meters Scaled)
 RB0884
 RB0884                          SUPERSEDED SURVEY CONTROL
 RB0884
 RB0884  NGVD 29 (??/??/92)  757.404  (m)         2484.92   (f) ADJ UNCH    2 0
 RB0884
 RB0884.Superseded values are not recommended for survey control.
 RB0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0884.See file dsdata.txt to determine how the superseded data were derived.
 RB0884
 RB0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKL655176(NAD 83)
 RB0884_MARKER: DB = BENCH MARK DISK
 RB0884_SETTING: 66 = SET IN ROCK OUTCROP
 RB0884_SP_SET: OUTCROP
 RB0884_STAMPING: H 381 1943
 RB0884_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RB0884+STABILITY: POSITION/ELEVATION WELL
 RB0884
 RB0884  HISTORY     - Date     Condition        Report By
 RB0884  HISTORY     - 1943     MONUMENTED       CGS
 RB0884
 RB0884                          STATION DESCRIPTION
 RB0884
 RB0884'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 RB0884'15.2 MI E FROM CONDON.
 RB0884'ABOUT 15.2 MILES EAST ALONG STATE HIGHWAY 206 FROM THE POST OFFICE AT
 RB0884'CONDON, 0.8 MILE EAST OF THE MORROW-GILLIAM COUNTY LINE, 5.4 FEET
 RB0884'NORTHWEST OF THE CENTER OF THE NORTH END OF A CONCRETE PIPE CULVERT,
 RB0884'17.5 FEET NORTH OF THE CENTER OF THE HIGHWAY, 5.5 FEET SOUTH OF A
 RB0884'WHITE REFERENCE POST, 1 FOOT BELOW LEVEL OF HIGHWAY, SET IN ROCK
 RB0884'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0220 ***********************************************************************
 PA0220  DESIGNATION -  H 382
 PA0220  PID         -  PA0220
 PA0220  STATE/COUNTY-  OR/HARNEY
 PA0220  USGS QUAD   -  HARNEY (1990)
 PA0220
 PA0220                         *CURRENT SURVEY CONTROL
 PA0220  ___________________________________________________________________
 PA0220* NAD 83(1986)-  43 38 08.     (N)    118 51 41.     (W)     SCALED    
 PA0220* NAVD 88     -      1272.938  (meters)    4176.30   (feet)  ADJUSTED  
 PA0220  ___________________________________________________________________
 PA0220  GEOID HEIGHT-         -18.85  (meters)                     GEOID03
 PA0220  DYNAMIC HT  -        1272.317 (meters)    4174.26  (feet)  COMP
 PA0220  MODELED GRAV-     980,087.4   (mgal)                       NAVD 88
 PA0220
 PA0220  VERT ORDER  -  FIRST     CLASS II
 PA0220
 PA0220.The horizontal coordinates were scaled from a topographic map and have
 PA0220.an estimated accuracy of +/- 6 seconds.
 PA0220
 PA0220.The orthometric height was determined by differential leveling
 PA0220.and adjusted in June 1991.
 PA0220
 PA0220.The geoid height was determined by GEOID03.
 PA0220
 PA0220.The dynamic height is computed by dividing the NAVD 88
 PA0220.geopotential number by the normal gravity value computed on the
 PA0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0220.degrees latitude (g = 980.6199 gals.).
 PA0220
 PA0220.The modeled gravity was interpolated from observed gravity values.
 PA0220
 PA0220;                    North         East    Units  Estimated Accuracy
 PA0220;SPC OR S     -   220,010.    1,632,210.      MT  (+/- 180 meters Scaled)
 PA0220
 PA0220                          SUPERSEDED SURVEY CONTROL
 PA0220
 PA0220  NGVD 29 (??/??/92) 1271.743  (m)         4172.38   (f) ADJ UNCH    1 2
 PA0220
 PA0220.Superseded values are not recommended for survey control.
 PA0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0220.See file dsdata.txt to determine how the superseded data were derived.
 PA0220
 PA0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ498330(NAD 83)
 PA0220_MARKER: DB = BENCH MARK DISK
 PA0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PA0220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PA0220_STAMPING: H 382 1943
 PA0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PA0220+STABILITY: SURFACE MOTION
 PA0220
 PA0220  HISTORY     - Date     Condition        Report By
 PA0220  HISTORY     - 1943     MONUMENTED       CGS
 PA0220  HISTORY     - 1959     POOR             USGS
 PA0220  HISTORY     - 19591028 POOR             USPSQD
 PA0220
 PA0220                          STATION DESCRIPTION
 PA0220
 PA0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 PA0220'1.95 MI SW FROM HARNEY.
 PA0220'ALONG HARNEY-BUCHANAN ROAD 1.95 MILES SOUTHWEST OF HARNEY AND 11.45
 PA0220'MILES EAST FROM THE POSTOFFICE AT BURNS, AT A ROAD TRIANGLE, 17.FEET
 PA0220'WEST OF ROAD CONTINUING NORTH, 46 FEET NORTH OF HARNEY ROAD, 48 FEET
 PA0220'NORTHEAST OF SIGN POINTING TO VALE, 66 FEET NORTHWEST OF BURNS ROAD
 PA0220'SIGN, 4 FEET EAST OF A REFERENCE POST AND AT THE BASE OF A HILL.
 PA0220'NOTE-- BM IS ALMOST UPROOTED BY THE WASHING AWAY OF THE SOIL
 PA0220'SURROUNDING IT.
 PA0220
 PA0220                          STATION RECOVERY (1959)
 PA0220
 PA0220'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 PA0220'MARK RECOVERED IN POOR CONDITION.
 PA0220
 PA0220                          STATION RECOVERY (1959)
 PA0220
 PA0220'RECOVERY NOTE BY US POWER SQUADRON 1959 (ELS)
 PA0220'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QC0637 ***********************************************************************
 QC0637  DESIGNATION -  H 384
 QC0637  PID         -  QC0637
 QC0637  STATE/COUNTY-  OR/MALHEUR
 QC0637  USGS QUAD   -  HUNTER MOUNTAIN (1990)
 QC0637
 QC0637                         *CURRENT SURVEY CONTROL
 QC0637  ___________________________________________________________________
 QC0637* NAD 83(1986)-  44 02 16.     (N)    118 02 21.     (W)     SCALED    
 QC0637* NAVD 88     -      1312.108  (meters)    4304.81   (feet)  ADJUSTED  
 QC0637  ___________________________________________________________________
 QC0637  GEOID HEIGHT-         -17.78  (meters)                     GEOID03
 QC0637  DYNAMIC HT  -        1311.500 (meters)    4302.81  (feet)  COMP
 QC0637  MODELED GRAV-     980,109.9   (mgal)                       NAVD 88
 QC0637
 QC0637  VERT ORDER  -  FIRST     CLASS II
 QC0637
 QC0637.The horizontal coordinates were scaled from a topographic map and have
 QC0637.an estimated accuracy of +/- 6 seconds.
 QC0637
 QC0637.The orthometric height was determined by differential leveling
 QC0637.and adjusted in June 1991.
 QC0637
 QC0637.The geoid height was determined by GEOID03.
 QC0637
 QC0637.The dynamic height is computed by dividing the NAVD 88
 QC0637.geopotential number by the normal gravity value computed on the
 QC0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QC0637.degrees latitude (g = 980.6199 gals.).
 QC0637
 QC0637.The modeled gravity was interpolated from observed gravity values.
 QC0637
 QC0637;                    North         East    Units  Estimated Accuracy
 QC0637;SPC OR S     -   266,300.    1,697,220.      MT  (+/- 180 meters Scaled)
 QC0637
 QC0637                          SUPERSEDED SURVEY CONTROL
 QC0637
 QC0637  NGVD 29 (??/??/92) 1310.916  (m)         4300.90   (f) ADJ UNCH    1 2
 QC0637
 QC0637.Superseded values are not recommended for survey control.
 QC0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QC0637.See file dsdata.txt to determine how the superseded data were derived.
 QC0637
 QC0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ167765(NAD 83)
 QC0637_MARKER: DB = BENCH MARK DISK
 QC0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QC0637_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QC0637_STAMPING: H-384 1943
 QC0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QC0637+STABILITY: SURFACE MOTION
 QC0637
 QC0637  HISTORY     - Date     Condition        Report By
 QC0637  HISTORY     - 1943     MONUMENTED       CGS
 QC0637  HISTORY     - 1944     GOOD             NGS
 QC0637
 QC0637                          STATION DESCRIPTION
 QC0637
 QC0637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 QC0637'15.4 MI NE FROM BEULAH.
 QC0637'15.4 MILES NORTHEAST ALONG THE BEULAH-WESTFALL ROAD FROM THE POST
 QC0637'OFFICE AT BEULAH, SET ON THE EAST SLOPE OF HILL, ABOUT 300 FEET
 QC0637'SOUTHWEST OF A LONE CEDAR TREE, 29 FEET EAST OF THE CENTER-LINE OF THE
 QC0637'ROAD, 2.6 FEET SOUTH OF REFERENCE POST, ABOUT 2 FEET BELOW ROAD LEVEL.
 QC0637'A BENCH MARK DISK SET IN TOP OF A CONCRETE POST POURED IN THE FIELD
 QC0637'AND PROJECTING ABOUT 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 PA0092 ***********************************************************************
 PA0092  DESIGNATION -  H 385
 PA0092  PID         -  PA0092
 PA0092  STATE/COUNTY-  OR/MALHEUR
 PA0092  USGS QUAD   -  BEULAH (1990)
 PA0092
 PA0092                         *CURRENT SURVEY CONTROL
 PA0092  ___________________________________________________________________
 PA0092* NAD 83(1986)-  43 54 40.     (N)    118 09 28.     (W)     SCALED    
 PA0092* NAVD 88     -      1024.330  (meters)    3360.66   (feet)  ADJUSTED  
 PA0092  ___________________________________________________________________
 PA0092  GEOID HEIGHT-         -18.07  (meters)                     GEOID03
 PA0092  DYNAMIC HT  -        1023.910 (meters)    3359.28  (feet)  COMP
 PA0092  MODELED GRAV-     980,174.5   (mgal)                       NAVD 88
 PA0092
 PA0092  VERT ORDER  -  FIRST     CLASS II
 PA0092
 PA0092.The horizontal coordinates were scaled from a topographic map and have
 PA0092.an estimated accuracy of +/- 6 seconds.
 PA0092
 PA0092.The orthometric height was determined by differential leveling
 PA0092.and adjusted in June 1991.
 PA0092
 PA0092.The geoid height was determined by GEOID03.
 PA0092
 PA0092.The dynamic height is computed by dividing the NAVD 88
 PA0092.geopotential number by the normal gravity value computed on the
 PA0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PA0092.degrees latitude (g = 980.6199 gals.).
 PA0092
 PA0092.The modeled gravity was interpolated from observed gravity values.
 PA0092
 PA0092;                    North         East    Units  Estimated Accuracy
 PA0092;SPC OR S     -   251,960.    1,688,110.      MT  (+/- 180 meters Scaled)
 PA0092
 PA0092                          SUPERSEDED SURVEY CONTROL
 PA0092
 PA0092  NGVD 29 (??/??/92) 1023.206  (m)         3356.97   (f) ADJ UNCH    1 2
 PA0092
 PA0092.Superseded values are not recommended for survey control.
 PA0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PA0092.See file dsdata.txt to determine how the superseded data were derived.
 PA0092
 PA0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ070626(NAD 83)
 PA0092_MARKER: DD = SURVEY DISK
 PA0092_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PA0092_SP_SET: BRIDGE WALL
 PA0092_STAMPING: H-385 1944
 PA0092_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PA0092
 PA0092  HISTORY     - Date     Condition        Report By
 PA0092  HISTORY     - 1944     MONUMENTED       USGLO
 PA0092  HISTORY     - 1944     GOOD             NGS
 PA0092
 PA0092                          STATION DESCRIPTION
 PA0092
 PA0092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 PA0092'0.6 MI W FROM BEULAH.
 PA0092'0.6 MILE WEST ALONG THE DREWSEY-BEULAH ROAD FROM THE POST OFFICE AT
 PA0092'BEULAH, SET IN THE NORTHEAST CORNER OF THE SOUTHEAST CONCRETE WALL OF
 PA0092'THE BRIDGE OVER THE SPILLWAY OF DAM, 20.7 FEET SOUTHEAST OF
 PA0092'CENTER-LINE OF THE ROAD, 1.5 FEET ABOVE ROAD LEVEL, 1.2 FEET SOUTHWEST
 PA0092'OF THE NORTHEAST END OF THE WALL.  A GENERAL LAND OFFICE SURVEY DISK.
 PA0092'NOTE-- BENCH MARK WAS STAMPED H-385 1944 BY THE U. S. C. AND G. S.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0859 ***********************************************************************
 QB0859  DESIGNATION -  H 386
 QB0859  PID         -  QB0859
 QB0859  STATE/COUNTY-  OR/BAKER
 QB0859  USGS QUAD   -  DOOLEY MTN (1993)
 QB0859
 QB0859                         *CURRENT SURVEY CONTROL
 QB0859  ___________________________________________________________________
 QB0859* NAD 83(1986)-  44 30 28.     (N)    117 50 50.     (W)     SCALED    
 QB0859* NAVD 88     -      1128.605  (meters)    3702.76   (feet)  ADJUSTED  
 QB0859  ___________________________________________________________________
 QB0859  GEOID HEIGHT-         -17.24  (meters)                     GEOID03
 QB0859  DYNAMIC HT  -        1128.159 (meters)    3701.30  (feet)  COMP
 QB0859  MODELED GRAV-     980,184.3   (mgal)                       NAVD 88
 QB0859
 QB0859  VERT ORDER  -  FIRST     CLASS II
 QB0859
 QB0859.The horizontal coordinates were scaled from a topographic map and have
 QB0859.an estimated accuracy of +/- 6 seconds.
 QB0859
 QB0859.The orthometric height was determined by differential leveling
 QB0859.and adjusted in June 1991.
 QB0859
 QB0859.The geoid height was determined by GEOID03.
 QB0859
 QB0859.The dynamic height is computed by dividing the NAVD 88
 QB0859.geopotential number by the normal gravity value computed on the
 QB0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0859.degrees latitude (g = 980.6199 gals.).
 QB0859
 QB0859.The modeled gravity was interpolated from observed gravity values.
 QB0859
 QB0859;                    North         East    Units  Estimated Accuracy
 QB0859;SPC OR N     -    96,930.    2,710,900.      MT  (+/- 180 meters Scaled)
 QB0859
 QB0859                          SUPERSEDED SURVEY CONTROL
 QB0859
 QB0859  NGVD 29 (??/??/92) 1127.396  (m)         3698.80   (f) ADJ UNCH    1 2
 QB0859
 QB0859.Superseded values are not recommended for survey control.
 QB0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0859.See file dsdata.txt to determine how the superseded data were derived.
 QB0859
 QB0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK326286(NAD 83)
 QB0859_MARKER: DB = BENCH MARK DISK
 QB0859_SETTING: 66 = SET IN ROCK OUTCROP
 QB0859_SP_SET: ROCK OUTCROP
 QB0859_STAMPING: H-386 1944
 QB0859_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QB0859+STABILITY: POSITION/ELEVATION WELL
 QB0859
 QB0859  HISTORY     - Date     Condition        Report By
 QB0859  HISTORY     - 1944     MONUMENTED       CGS
 QB0859
 QB0859                          STATION DESCRIPTION
 QB0859
 QB0859'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 QB0859'12.4 MI NE FROM HEREFORD.
 QB0859'12.4 MILES NORTHEAST ALONG STATE HIGHWAY NO. 7 FROM THE POST OFFICE AT
 QB0859'HEREFORD, SET IN THE TOP OF A ROCK OUTCROP ON THE SOUTH SIDE OF DOOLEY
 QB0859'MT., ABOUT 0.1 MILE NORTH OF THE CENTER OF A CURVE FROM THE SOUTHEAST
 QB0859'TO THE NORTH, 29 FEET WEST OF CENTER-LINE OF THE HIGHWAY, 4.6 FEET
 QB0859'SOUTHWEST OF REFERENCE POST, ABOUT 12 FEET ABOVE ROAD LEVEL. A BENCH
 QB0859'MARK DISK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0833 ***********************************************************************
 QB0833  DESIGNATION -  H 387
 QB0833  PID         -  QB0833
 QB0833  STATE/COUNTY-  OR/BAKER
 QB0833  USGS QUAD   -  BOWEN VALLEY (1993)
 QB0833
 QB0833                         *CURRENT SURVEY CONTROL
 QB0833  ___________________________________________________________________
 QB0833* NAD 83(1986)-  44 44 32.     (N)    117 50 07.     (W)     SCALED    
 QB0833* NAVD 88     -      1065.245  (meters)    3494.89   (feet)  ADJUSTED  
 QB0833  ___________________________________________________________________
 QB0833  GEOID HEIGHT-         -17.11  (meters)                     GEOID03
 QB0833  DYNAMIC HT  -        1064.879 (meters)    3493.69  (feet)  COMP
 QB0833  MODELED GRAV-     980,237.9   (mgal)                       NAVD 88
 QB0833
 QB0833  VERT ORDER  -  FIRST     CLASS II
 QB0833
 QB0833.The horizontal coordinates were scaled from a topographic map and have
 QB0833.an estimated accuracy of +/- 6 seconds.
 QB0833
 QB0833.The orthometric height was determined by differential leveling
 QB0833.and adjusted in June 1991.
 QB0833
 QB0833.The geoid height was determined by GEOID03.
 QB0833
 QB0833.The dynamic height is computed by dividing the NAVD 88
 QB0833.geopotential number by the normal gravity value computed on the
 QB0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0833.degrees latitude (g = 980.6199 gals.).
 QB0833
 QB0833.The modeled gravity was interpolated from observed gravity values.
 QB0833
 QB0833;                    North         East    Units  Estimated Accuracy
 QB0833;SPC OR N     -   123,000.    2,710,990.      MT  (+/- 180 meters Scaled)
 QB0833
 QB0833                          SUPERSEDED SURVEY CONTROL
 QB0833
 QB0833  NGVD 29 (??/??/92) 1064.085  (m)         3491.09   (f) ADJ UNCH    1 2
 QB0833
 QB0833.Superseded values are not recommended for survey control.
 QB0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0833.See file dsdata.txt to determine how the superseded data were derived.
 QB0833
 QB0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK338546(NAD 83)
 QB0833_MARKER: DB = BENCH MARK DISK
 QB0833_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QB0833_SP_SET: FOUNDATION
 QB0833_STAMPING: H-387 1944
 QB0833_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QB0833
 QB0833  HISTORY     - Date     Condition        Report By
 QB0833  HISTORY     - 1944     MONUMENTED       CGS
 QB0833
 QB0833                          STATION DESCRIPTION
 QB0833
 QB0833'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 QB0833'2.7 MI S FROM BAKER.
 QB0833'2.7 MILES SOUTH ALONG STATE HIGHWAY NO. 7 FROM THE POST OFFICE AT
 QB0833'BAKER, SET IN THE SOUTHWEST CORNER OF THE MOTOR TRUCK SCALES OF STATE
 QB0833'HIGHWAY DEPARTMENT, 41 FEET EAST OF CENTER-LINE OF THE HIGHWAY, 15
 QB0833'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE SCALE HOUSE, LEVEL WITH
 QB0833'HIGHWAY.  BENCH MARK DISK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0130 ***********************************************************************
 NZ0130  DESIGNATION -  H 388
 NZ0130  PID         -  NZ0130
 NZ0130  STATE/COUNTY-  OR/JACKSON
 NZ0130  USGS QUAD   -  MEDFORD WEST (1983)
 NZ0130
 NZ0130                         *CURRENT SURVEY CONTROL
 NZ0130  ___________________________________________________________________
 NZ0130* NAD 83(1986)-  42 22 10.     (N)    122 52 39.     (W)     SCALED    
 NZ0130* NAVD 88     -       400.834  (meters)    1315.07   (feet)  ADJUSTED  
 NZ0130  ___________________________________________________________________
 NZ0130  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 NZ0130  DYNAMIC HT  -         400.678 (meters)    1314.56  (feet)  COMP
 NZ0130  MODELED GRAV-     980,222.0   (mgal)                       NAVD 88
 NZ0130
 NZ0130  VERT ORDER  -  SECOND    CLASS 0
 NZ0130
 NZ0130.The horizontal coordinates were scaled from a topographic map and have
 NZ0130.an estimated accuracy of +/- 6 seconds.
 NZ0130
 NZ0130.The orthometric height was determined by differential leveling
 NZ0130.and adjusted in June 1991.
 NZ0130
 NZ0130.The geoid height was determined by GEOID03.
 NZ0130
 NZ0130.The dynamic height is computed by dividing the NAVD 88
 NZ0130.geopotential number by the normal gravity value computed on the
 NZ0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0130.degrees latitude (g = 980.6199 gals.).
 NZ0130
 NZ0130.The modeled gravity was interpolated from observed gravity values.
 NZ0130
 NZ0130;                    North         East    Units  Estimated Accuracy
 NZ0130;SPC OR S     -    80,850.    1,304,190.      MT  (+/- 180 meters Scaled)
 NZ0130
 NZ0130                          SUPERSEDED SURVEY CONTROL
 NZ0130
 NZ0130  NGVD 29 (??/??/92)  399.815  (m)         1311.73   (f) ADJ UNCH    2 0
 NZ0130
 NZ0130.Superseded values are not recommended for survey control.
 NZ0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0130.See file dsdata.txt to determine how the superseded data were derived.
 NZ0130
 NZ0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM100908(NAD 83)
 NZ0130_MARKER: DD = SURVEY DISK
 NZ0130_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NZ0130_SP_SET: CULVERT
 NZ0130_STAMPING: H 388
 NZ0130_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0130
 NZ0130  HISTORY     - Date     Condition        Report By
 NZ0130  HISTORY     - UNK      MONUMENTED       OR-029
 NZ0130  HISTORY     - 1970     GOOD             NGS
 NZ0130  HISTORY     - 1974     GOOD             NGS
 NZ0130  HISTORY     - 1977     GOOD             USGS
 NZ0130
 NZ0130                          STATION DESCRIPTION
 NZ0130
 NZ0130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NZ0130'3.0 MI N FROM MEDFORD.
 NZ0130'AT THE MEDFORD-JACKSON COUNTY AIRPORT, ABOUT 970 FEET WEST OF THE
 NZ0130'CONTROL TOWER, AT A CONCRETE CULVERT UNDER THE ROAD AND IN THE EAST
 NZ0130'END OF THE SOUTH HEAD WALL.  18.2 FEET NORTH OF THE NORTH END OF A
 NZ0130'WOODEN FENCE, AND 13.7 FEET SOUTH OF THE CENTERLINE OF AIRPORT ROAD. A
 NZ0130'JACKSON COUNTY BRONZE DISK STAMPED, H 388.
 NZ0130
 NZ0130                          STATION RECOVERY (1974)
 NZ0130
 NZ0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 NZ0130'RECOVERED IN GOOD CONDITION.
 NZ0130
 NZ0130                          STATION RECOVERY (1977)
 NZ0130
 NZ0130'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 NZ0130'AT MEDFORD MUNICIPAL AIRPORT, ABOUT ONE-FOURTH MILE WEST OF THE
 NZ0130'TERMINAL BUILDING ALONG AIRPORT ROAD, 14 FEET SOUTH OF ROAD, AT A
 NZ0130'CONCRETE CULVERT OVER AN IRRIGATION CANAL, AND IN THE EAST END OF THE
 NZ0130'SOUTH HEAD WALL. A JACKSON COUNTY STANDARD DISK STAMPED H 388 A 50
 NZ0130'1945.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0950 ***********************************************************************
 NZ0950  DESIGNATION -  H 388
 NZ0950  PID         -  NZ0950
 NZ0950  STATE/COUNTY-  OR/JACKSON
 NZ0950  USGS QUAD   -  MEDFORD WEST (1983)
 NZ0950
 NZ0950                         *CURRENT SURVEY CONTROL
 NZ0950  ___________________________________________________________________
 NZ0950* NAD 83(2007)-  42 22 12.32063(N)    122 52 37.40493(W)     NO CHECK  
 NZ0950* NAVD 88     -       400.851  (meters)    1315.13   (feet)  ADJUSTED  
 NZ0950  ___________________________________________________________________
 NZ0950  EPOCH DATE  -        2007.00
 NZ0950  X           -  -2,562,018.149 (meters)                     COMP
 NZ0950  Y           -  -3,963,756.469 (meters)                     COMP
 NZ0950  Z           -   4,276,317.998 (meters)                     COMP
 NZ0950  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 NZ0950  ELLIP HEIGHT-         376.551 (meters)          (02/10/07) NO CHECK
 NZ0950  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 NZ0950  DYNAMIC HT  -         400.695 (meters)    1314.61  (feet)  COMP
 NZ0950
 NZ0950  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 NZ0950  Type    PID    Designation                      North   East  Ellip
 NZ0950  -------------------------------------------------------------------
 NZ0950  NETWORK NZ0950 H 388                             0.59   0.43   1.65
 NZ0950  -------------------------------------------------------------------
 NZ0950  MODELED GRAV-     980,221.8   (mgal)                       NAVD 88
 NZ0950
 NZ0950  VERT ORDER  -  FIRST     CLASS II
 NZ0950
 NZ0950.This mark is at Rogue Valley Intl - Medford Airport (MFR)
 NZ0950
 NZ0950.The horizontal coordinates were established by GPS observations
 NZ0950.and adjusted by the National Geodetic Survey in February 2007.
 NZ0950
 NZ0950.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 NZ0950.See www.ngs.noaa.gov/NationalReadjustment for more information.
 NZ0950.No horizontal observational check was made to the station.
 NZ0950.The horizontal coordinates are valid at the epoch date displayed above.
 NZ0950.The epoch date for horizontal control is a decimal equivalence
 NZ0950.of Year/Month/Day.
 NZ0950
 NZ0950.The orthometric height was determined by differential leveling
 NZ0950.and adjusted in June 1991.
 NZ0950
 NZ0950.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NZ0950
 NZ0950.The Laplace correction was computed from DEFLEC99 derived deflections.
 NZ0950
 NZ0950.The ellipsoidal height was determined by GPS observations
 NZ0950.and is referenced to NAD 83.
 NZ0950
 NZ0950.The geoid height was determined by GEOID03.
 NZ0950
 NZ0950.The dynamic height is computed by dividing the NAVD 88
 NZ0950.geopotential number by the normal gravity value computed on the
 NZ0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0950.degrees latitude (g = 980.6199 gals.).
 NZ0950
 NZ0950.The modeled gravity was interpolated from observed gravity values.
 NZ0950
 NZ0950;                    North         East     Units Scale Factor Converg.
 NZ0950;SPC OR S     -    80,917.999 1,304,232.359   MT  0.99999095   -1 37 34.5
 NZ0950;SPC OR S     -   265,479.00  4,278,977.56   iFT  0.99999095   -1 37 34.5
 NZ0950;UTM  10      - 4,690,875.438   510,122.643   MT  0.99960126   +0 04 58.3
 NZ0950
 NZ0950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NZ0950!SPC OR S     -   0.99994095  x   0.99999095  =   0.99993190
 NZ0950!UTM  10      -   0.99994095  x   0.99960126  =   0.99954223
 NZ0950
 NZ0950                          SUPERSEDED SURVEY CONTROL
 NZ0950
 NZ0950  NAD 83(1998)-  42 22 12.31688(N)    122 52 37.40310(W) AD(       ) B
 NZ0950  ELLIP H (07/02/01)  376.576  (m)                       GP(       ) 3 2
 NZ0950  NAD 83(1998)-  42 22 12.31676(N)    122 52 37.40304(W) AD(       ) B
 NZ0950  ELLIP H (07/02/97)  376.581  (m)                       GP(       ) 3 1
 NZ0950  NAVD 88 (07/02/97)  400.85   (m)         1315.1    (f) LEVELING    3  
 NZ0950
 NZ0950.Superseded values are not recommended for survey control.
 NZ0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0950.See file dsdata.txt to determine how the superseded data were derived.
 NZ0950
 NZ0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM1012390875(NAD 83)
 NZ0950_MARKER: DB = BENCH MARK DISK
 NZ0950_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 NZ0950_SP_SET: BRIDGE OVER IRRIGATION DITCH
 NZ0950_STAMPING: H 388 A 50
 NZ0950_MARK LOGO: MI-075
 NZ0950_MAGNETIC: N = NO MAGNETIC MATERIAL
 NZ0950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0950+STABILITY: SURFACE MOTION
 NZ0950_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NZ0950+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2001
 NZ0950
 NZ0950  HISTORY     - Date     Condition        Report By
 NZ0950  HISTORY     - UNK      MONUMENTED       OR-029
 NZ0950  HISTORY     - 1988     GOOD             NGS
 NZ0950  HISTORY     - 19960830 GOOD             CHANCE
 NZ0950  HISTORY     - 20010201 GOOD             EVANS
 NZ0950  HISTORY     - 20051220 MARK NOT FOUND   COLIS
 NZ0950
 NZ0950                          STATION DESCRIPTION
 NZ0950
 NZ0950'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 NZ0950'IN MEDFORD.
 NZ0950'IN MEDFORD, AT THE NORTH INTERSECTION OF AIRPORT AND BIDDLE ROAD, IN
 NZ0950'TOP OF AND 0.3 M (1.0 FT) WEST OF THE EAST END OF THE SOUTH CONCRETE
 NZ0950'HEADWALL OF BRIDGE NUMBER 160 SPANNING AN IRREGATION DITCH, AT THE
 NZ0950'MEDFORD-JACKSON COUNTY AIRPORT, 185.0 M (607.0 FT) EAST OF THE
 NZ0950'CENTERLINE OF BIDDLE ROAD, 29.0 M (95.1 FT) WEST OF A SIGN
 NZ0950'(FREE PARKING COURTESY OF KTVL, 8.9 M (29.2 FT) WEST OF THE CENTER OF
 NZ0950'THE WEST ENTRANCE TO A PARKING LOT, 7.0 M (23.0 FT) WEST OF THE
 NZ0950'EXTENDED CENTER OF A ROAD LEADING TO THE PACIFIC AIR RESEARCH, AND
 NZ0950'3.8 M (12.5 FT) SOUTH OF THE CENTER OF AIRPORT ROAD.
 NZ0950'THE MARK IS 0.3 M ABOVE AIRPORT ROAD.
 NZ0950
 NZ0950                          STATION RECOVERY (1996)
 NZ0950
 NZ0950'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 NZ0950'THE STATION IS LOCATED ABOUT 24 MILES (38.6 KM) EAST-SOUTHEAST OF
 NZ0950'GRANTS PASS, 4.5 MILES (7.2 KM) SOUTH OF WHITE CITY AND 3 MILES (4.8
 NZ0950'KM) NORTH OF MEDFORD AT ROGUE VALLEY INTERNATIONAL AIRPORT  TO REACH
 NZ0950'THE STATION FROM JUNCTION OF BIDDLE ROAD AND INTERSTATE 5 (EXIT 30) IN
 NZ0950'MEDFORD, PROCEED WEST AND NORTH ON BIDDLE ROAD 1.0 MILES (1.6 KM) TO A
 NZ0950'FORK IN THE ROAD, BEAR LEFT AND CONTINUE NORTHWEST ON BIDDLE RD 0.3
 NZ0950'MILES (0.5 KM) TO AIRPORT ROAD ON THE RIGHT, TURN RIGHT AND PROCEED
 NZ0950'0.1 MILES (0.2 KM) EAST ON AIRPORT ROAD TO THE STATION ON THE RIGHT IN
 NZ0950'THE TOP SOUTHEAST CORNER OF A BRIDGE (BRIDGE NO.  160) OVER AN
 NZ0950'IRRIGATION DITCH  THE STATION IS A PUNCHMARK IN THE CENTER OF A
 NZ0950'JACKSON COUNTY BENCHMARK DISK SET IN THE TOP OF A BRIDGE OVER AN
 NZ0950'IRRIGATION DITCH, PROJECTING APPROXIMATELY 30 CM ABOVE THE ROAD.  THE
 NZ0950'STATION IS LOCATED 4.45 M (14.60 FT) SOUTHEAST OF THE CENTERLINE OF
 NZ0950'AIRPORT ROAD, 10.2 M (33.5 FT) WEST OF THE CENTERLINE OF A FIELD
 NZ0950'ACCESS ROAD, 26.45 M (86.78 FT) NORTHEAST OF A POWER POLE, 70.4 M
 NZ0950'(231.0 FT) EAST OF A FIRE HYDRANT AND 14.9 M (48.9 FT) SOUTHEAST OF A
 NZ0950'MANHOLE COVER
 NZ0950
 NZ0950                          STATION RECOVERY (2001)
 NZ0950
 NZ0950'RECOVERY NOTE BY DAVID EVANS + ASSOC 2001 (KJM)
 NZ0950'RECOVERED IN GOOD CONDITION.
 NZ0950
 NZ0950                          STATION RECOVERY (2005)
 NZ0950
 NZ0950'RECOVERY NOTE BY WILLIAM COLISCH PLS 2005 (WPC)
 NZ0950'DESTROYED BY CONSTRUCTION ACTIVITIES
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1265 ***********************************************************************
 RC1265  DESIGNATION -  H 389
 RC1265  PID         -  RC1265
 RC1265  STATE/COUNTY-  OR/CLACKAMAS
 RC1265  USGS QUAD   -  RHODODENDRON (1997)
 RC1265
 RC1265                         *CURRENT SURVEY CONTROL
 RC1265  ___________________________________________________________________
 RC1265* NAD 83(1986)-  45 18 39.     (N)    121 53 20.     (W)     SCALED    
 RC1265* NAVD 88     -       585.082  (meters)    1919.56   (feet)  ADJUSTED  
 RC1265  ___________________________________________________________________
 RC1265  GEOID HEIGHT-         -21.27  (meters)                     GEOID03
 RC1265  DYNAMIC HT  -         584.991 (meters)    1919.26  (feet)  COMP
 RC1265  MODELED GRAV-     980,441.6   (mgal)                       NAVD 88
 RC1265
 RC1265  VERT ORDER  -  SECOND    CLASS 0
 RC1265
 RC1265.The horizontal coordinates were scaled from a topographic map and have
 RC1265.an estimated accuracy of +/- 6 seconds.
 RC1265
 RC1265.The orthometric height was determined by differential leveling
 RC1265.and adjusted in June 1991.
 RC1265
 RC1265.The geoid height was determined by GEOID03.
 RC1265
 RC1265.The dynamic height is computed by dividing the NAVD 88
 RC1265.geopotential number by the normal gravity value computed on the
 RC1265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1265.degrees latitude (g = 980.6199 gals.).
 RC1265
 RC1265.The modeled gravity was interpolated from observed gravity values.
 RC1265
 RC1265;                    North         East    Units  Estimated Accuracy
 RC1265;SPC OR N     -   183,640.    2,391,100.      MT  (+/- 180 meters Scaled)
 RC1265
 RC1265                          SUPERSEDED SURVEY CONTROL
 RC1265
 RC1265  NGVD 29 (??/??/92)  584.006  (m)         1916.03   (f) ADJ UNCH    2 0
 RC1265
 RC1265.Superseded values are not recommended for survey control.
 RC1265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1265.See file dsdata.txt to determine how the superseded data were derived.
 RC1265
 RC1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER870180(NAD 83)
 RC1265_MARKER: DB = BENCH MARK DISK
 RC1265_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RC1265_SP_SET: BRIDGE
 RC1265_STAMPING: H 389 1947
 RC1265_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RC1265
 RC1265  HISTORY     - Date     Condition        Report By
 RC1265  HISTORY     - 1947     MONUMENTED       ORDT
 RC1265  HISTORY     - 1947     GOOD             NGS
 RC1265  HISTORY     - 1958     MARK NOT FOUND   USGS
 RC1265  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 RC1265
 RC1265                          STATION DESCRIPTION
 RC1265
 RC1265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 RC1265'1.6 MI E FROM RHODODENDRON.
 RC1265'1.6 MILES EAST ALONG STATE HIGHWAY 50 FROM THE POST OFFICE AT
 RC1265'RHODODENDRON, AT A CONCRETE BRIDGE OVER ZIGZAG RIVER, SET IN THE
 RC1265'SOUTHWEST WINGWALL, 1.2 FEET SOUTH OF THE SOUTH WINGWALL, 12.6 FEET
 RC1265'SOUTH OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 1.5 FEET BELOW THE
 RC1265'HIGHWAY LEVEL.  NOTE-- NO TABLET OF THIS DESCRIPTION COULD BE FOUND IN
 RC1265'THIS BRIDGE, HOWEVER IT IS POSSIBLE THAT A NEW BRIDGE HAS BEEN BUILT
 RC1265'SINCE 1948.
 RC1265
 RC1265                          STATION RECOVERY (1958)
 RC1265
 RC1265'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 RC1265'MARK NOT FOUND.
 RC1265
 RC1265                          STATION RECOVERY (1985)
 RC1265
 RC1265'RECOVERY NOTE BY US POWER SQUADRON 1985
 RC1265'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0007 ***********************************************************************
 QD0007  DESIGNATION -  H 39
 QD0007  PID         -  QD0007
 QD0007  STATE/COUNTY-  OR/WHEELER
 QD0007  USGS QUAD   -  KINZUA (1987)
 QD0007
 QD0007                         *CURRENT SURVEY CONTROL
 QD0007  ___________________________________________________________________
 QD0007* NAD 83(1986)-  44 56 20.     (N)    120 07 28.     (W)     SCALED    
 QD0007* NAVD 88     -      1008.399  (meters)    3308.39   (feet)  ADJUSTED  
 QD0007  ___________________________________________________________________
 QD0007  GEOID HEIGHT-         -19.98  (meters)                     GEOID03
 QD0007  DYNAMIC HT  -        1008.110 (meters)    3307.44  (feet)  COMP
 QD0007  MODELED GRAV-     980,296.3   (mgal)                       NAVD 88
 QD0007
 QD0007  VERT ORDER  -  FIRST     CLASS II
 QD0007
 QD0007.The horizontal coordinates were scaled from a topographic map and have
 QD0007.an estimated accuracy of +/- 6 seconds.
 QD0007
 QD0007.The orthometric height was determined by differential leveling
 QD0007.and adjusted in June 1991.
 QD0007
 QD0007.The geoid height was determined by GEOID03.
 QD0007
 QD0007.The dynamic height is computed by dividing the NAVD 88
 QD0007.geopotential number by the normal gravity value computed on the
 QD0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD0007.degrees latitude (g = 980.6199 gals.).
 QD0007
 QD0007.The modeled gravity was interpolated from observed gravity values.
 QD0007
 QD0007;                    North         East    Units  Estimated Accuracy
 QD0007;SPC OR N     -   141,440.    2,529,640.      MT  (+/- 180 meters Scaled)
 QD0007
 QD0007                          SUPERSEDED SURVEY CONTROL
 QD0007
 QD0007  NGVD 29 (??/??/92) 1007.236  (m)         3304.57   (f) ADJ UNCH    1 2
 QD0007
 QD0007.Superseded values are not recommended for survey control.
 QD0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD0007.See file dsdata.txt to determine how the superseded data were derived.
 QD0007
 QD0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGQ268801(NAD 83)
 QD0007_MARKER: DB = BENCH MARK DISK
 QD0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QD0007_STAMPING: 3304.760 H 39 1930
 QD0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD0007+STABILITY: SURFACE MOTION
 QD0007
 QD0007  HISTORY     - Date     Condition        Report By
 QD0007  HISTORY     - 1930     MONUMENTED       CGS
 QD0007  HISTORY     - 1963     GOOD             NGS
 QD0007
 QD0007                          STATION DESCRIPTION
 QD0007
 QD0007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 QD0007'6.9 MI SE FROM FOSSIL.
 QD0007'REACHED FROM THE FOSSIL POST OFFICE BY GOING SOUTH ON MAIN STREET FOR
 QD0007'0.2 MILE TO THE JUNCTION WITH STATE HIGHWAY 19, TURN LEFT AND GO
 QD0007'SOUTHEAST ON STATE HIGHWAY 19 FOR 6.7 MILES TO THE MARK ON THE RIGHT,
 QD0007'0.3 MILE BEFORE REACHING MILE POST NO. 66, 92 FEET NORTH OF A METAL
 QD0007'CULVERT ON THE BEAR HOLLOW ROAD, 35 FEET EAST OF THE CENTER OF THE
 QD0007'BEAR HOLLOW ROAD, 31 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 9 FEET
 QD0007'SOUTHEAST OF A STOP SIGN AND 0.5 FOOT NORTH OF A METAL WITNESS POST.
 QD0007'THE MONUMENT PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 NZ0685 ***********************************************************************
 NZ0685  DESIGNATION -  H 390
 NZ0685  PID         -  NZ0685
 NZ0685  STATE/COUNTY-  OR/JOSEPHINE
 NZ0685  USGS QUAD   -  TAKILMA (1989)
 NZ0685
 NZ0685                         *CURRENT SURVEY CONTROL
 NZ0685  ___________________________________________________________________
 NZ0685* NAD 83(1986)-  42 01 58.     (N)    123 33 16.     (W)     SCALED    
 NZ0685* NAVD 88     -      1232.902  (meters)    4044.95   (feet)  ADJUSTED  
 NZ0685  ___________________________________________________________________
 NZ0685  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 NZ0685  DYNAMIC HT  -        1232.293 (meters)    4042.95  (feet)  COMP
 NZ0685  MODELED GRAV-     980,082.9   (mgal)                       NAVD 88
 NZ0685
 NZ0685  VERT ORDER  -  SECOND    CLASS 0
 NZ0685
 NZ0685.The horizontal coordinates were scaled from a topographic map and have
 NZ0685.an estimated accuracy of +/- 6 seconds.
 NZ0685
 NZ0685.The orthometric height was determined by differential leveling
 NZ0685.and adjusted in June 1991.
 NZ0685
 NZ0685.The geoid height was determined by GEOID03.
 NZ0685
 NZ0685.The dynamic height is computed by dividing the NAVD 88
 NZ0685.geopotential number by the normal gravity value computed on the
 NZ0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0685.degrees latitude (g = 980.6199 gals.).
 NZ0685
 NZ0685.The modeled gravity was interpolated from observed gravity values.
 NZ0685
 NZ0685;                    North         East    Units  Estimated Accuracy
 NZ0685;SPC OR S     -    45,280.    1,247,100.      MT  (+/- 180 meters Scaled)
 NZ0685
 NZ0685                          SUPERSEDED SURVEY CONTROL
 NZ0685
 NZ0685  NGVD 29 (??/??/92) 1231.896  (m)         4041.65   (f) ADJ UNCH    2 0
 NZ0685
 NZ0685.Superseded values are not recommended for survey control.
 NZ0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0685.See file dsdata.txt to determine how the superseded data were derived.
 NZ0685
 NZ0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM541535(NAD 83)
 NZ0685_MARKER: DB = BENCH MARK DISK
 NZ0685_SETTING: 66 = SET IN ROCK OUTCROP
 NZ0685_SP_SET: ROCK OUTCROP
 NZ0685_STAMPING: H 390 1949
 NZ0685_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NZ0685+STABILITY: POSITION/ELEVATION WELL
 NZ0685
 NZ0685  HISTORY     - Date     Condition        Report By
 NZ0685  HISTORY     - 1949     MONUMENTED       CGS
 NZ0685
 NZ0685                          STATION DESCRIPTION
 NZ0685
 NZ0685'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NZ0685'13.5 MI SE FROM OBRIEN.
 NZ0685'13.5 MILES SOUTHEAST ALONG THE HAPPY CAMP ROAD FROM THE POST OFFICE AT
 NZ0685'OBRIEN, AT THE SOUTHEAST END OF A CURVE, IN THE TOP OF A ROCK OUTCROP,
 NZ0685'49 1/2 FEET WEST OF A 36-INCH CROOKED PINE TREE, 37 FEET EAST AND
 NZ0685'ACROSS THE ROAD FROM A 10-INCH FIR TREE SUPPORTING A TELEPHONE LINE,
 NZ0685'22 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 9 1/2 FEET SOUTH OF
 NZ0685'A 12-INCH CEDAR TREE MARKED BY THE BLACK PAINTED LETTERS USBM, AND
 NZ0685'ABOUT 8 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0382 ***********************************************************************
 QB0382  DESIGNATION -  H 391
 QB0382  PID         -  QB0382
 QB0382  STATE/COUNTY-  OR/MALHEUR
 QB0382  USGS QUAD   -  WEISER SOUTH (1951)
 QB0382
 QB0382                         *CURRENT SURVEY CONTROL
 QB0382  ___________________________________________________________________
 QB0382* NAD 83(1986)-  44 11 52.     (N)    116 59 04.     (W)     SCALED    
 QB0382* NAVD 88     -       665.461  (meters)    2183.27   (feet)  ADJUSTED  
 QB0382  ___________________________________________________________________
 QB0382  GEOID HEIGHT-         -17.36  (meters)                     GEOID03
 QB0382  DYNAMIC HT  -         665.279 (meters)    2182.67  (feet)  COMP
 QB0382  MODELED GRAV-     980,323.2   (mgal)                       NAVD 88
 QB0382
 QB0382  VERT ORDER  -  SECOND    CLASS 0
 QB0382
 QB0382.The horizontal coordinates were scaled from a topographic map and have
 QB0382.an estimated accuracy of +/- 6 seconds.
 QB0382
 QB0382.The orthometric height was determined by differential leveling
 QB0382.and adjusted in June 1991.
 QB0382
 QB0382.The geoid height was determined by GEOID03.
 QB0382
 QB0382.The dynamic height is computed by dividing the NAVD 88
 QB0382.geopotential number by the normal gravity value computed on the
 QB0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0382.degrees latitude (g = 980.6199 gals.).
 QB0382
 QB0382.The modeled gravity was interpolated from observed gravity values.
 QB0382
 QB0382;                    North         East    Units  Estimated Accuracy
 QB0382;SPC OR S     -   287,080.    1,780,960.      MT  (+/- 180 meters Scaled)
 QB0382
 QB0382                          SUPERSEDED SURVEY CONTROL
 QB0382
 QB0382  NGVD 29 (??/??/92)  664.49   (m)         2180.1    (f) COMPUTED    2 0
 QB0382
 QB0382.Superseded values are not recommended for survey control.
 QB0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0382.See file dsdata.txt to determine how the superseded data were derived.
 QB0382
 QB0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ012938(NAD 83)
 QB0382_MARKER: DB = BENCH MARK DISK
 QB0382_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QB0382_SP_SET: CONCRETE BLOCK
 QB0382_STAMPING: H 391 1945
 QB0382_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB0382
 QB0382  HISTORY     - Date     Condition        Report By
 QB0382  HISTORY     - 1945     MONUMENTED       CGS
 QB0382  HISTORY     - 1946     GOOD             NGS
 QB0382
 QB0382                          STATION DESCRIPTION
 QB0382
 QB0382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 QB0382'14.05 MI N FROM ONTARIO.
 QB0382'ALONG U.S. HIGHWAY NO.30, 14.05 MILES NORTH OF THE ONTARIO UNDERPASS
 QB0382'AT ONTARIO, 1.3 MILE SOUTH OF WEISER JUNCTION, 0.25 MILE NORTH OF AND
 QB0382'ACROSS THE HIGHWAY FROM HIGHWAY MILE POST 404, AT NORTHEAST ANGLE OF
 QB0382'GRAVEL CROSS ROAD, ACROSS GRAVEL ROAD FROM A LARGE TWO-STORY RED BRICK
 QB0382'FARM HOUSE, 36.5 FEET EAST OF CENTER OF THE HIGHWAY, 30.5 FEET NORTH
 QB0382'OF CENTER OF A GRAVEL ROAD, 6.3 FEET NORTH OF A POWER LINE POLE WHICH
 QB0382'IS AT A FOUR WAY JUNCTION OF THE POWER LINE, 3.5 FEET EAST OF A
 QB0382'REFERENCE POST, SET IN TOP OF THE EAST END OF A 1X3 FOOT CONCRETE
 QB0382'BLOCK, ABOUT THE SAME ELEVATION AS THE HIGHWAY AND ABOUT 1 1/2 FOOT
 QB0382'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0140 ***********************************************************************
 RA0140  DESIGNATION -  H 392
 RA0140  PID         -  RA0140
 RA0140  STATE/COUNTY-  OR/WALLOWA
 RA0140  USGS QUAD   -  KIRKWOOD CREEK (1995)
 RA0140
 RA0140                         *CURRENT SURVEY CONTROL
 RA0140  ___________________________________________________________________
 RA0140* NAD 83(1986)-  45 34 40.     (N)    116 29 03.     (W)     SCALED    
 RA0140* NAVD 88     -       369.325  (meters)    1211.69   (feet)  ADJUSTED  
 RA0140  ___________________________________________________________________
 RA0140  GEOID HEIGHT-         -15.81  (meters)                     GEOID03
 RA0140  DYNAMIC HT  -         369.196 (meters)    1211.27  (feet)  COMP
 RA0140  MODELED GRAV-     980,261.3   (mgal)                       NAVD 88
 RA0140
 RA0140  VERT ORDER  -  SECOND    CLASS 0
 RA0140
 RA0140.The horizontal coordinates were scaled from a topographic map and have
 RA0140.an estimated accuracy of +/- 6 seconds.
 RA0140
 RA0140.The orthometric height was determined by differential leveling
 RA0140.and adjusted in June 1991.
 RA0140
 RA0140.The geoid height was determined by GEOID03.
 RA0140
 RA0140.The dynamic height is computed by dividing the NAVD 88
 RA0140.geopotential number by the normal gravity value computed on the
 RA0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0140.degrees latitude (g = 980.6199 gals.).
 RA0140
 RA0140.The modeled gravity was interpolated from observed gravity values.
 RA0140
 RA0140;                    North         East    Units  Estimated Accuracy
 RA0140;SPC OR N     -   220,160.    2,813,280.      MT  (+/- 180 meters Scaled)
 RA0140
 RA0140                          SUPERSEDED SURVEY CONTROL
 RA0140
 RA0140  NGVD 29 (??/??/92)  368.189  (m)         1207.97   (f) ADJ UNCH    2 0
 RA0140
 RA0140.Superseded values are not recommended for survey control.
 RA0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0140.See file dsdata.txt to determine how the superseded data were derived.
 RA0140
 RA0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL402472(NAD 83)
 RA0140_MARKER: DB = BENCH MARK DISK
 RA0140_SETTING: 80 = SET IN A BOULDER
 RA0140_SP_SET: BOULDER
 RA0140_STAMPING: H 392 1945
 RA0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0140+STABILITY: SURFACE MOTION
 RA0140
 RA0140  HISTORY     - Date     Condition        Report By
 RA0140  HISTORY     - 1945     MONUMENTED       CGS
 RA0140  HISTORY     - 1946     GOOD             NGS
 RA0140
 RA0140                          STATION DESCRIPTION
 RA0140
 RA0140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RA0140'3.8 MI S FROM PITTSBURG LANDING, ID.
 RA0140'ALONG THE WEST BANK OF THE SNAKE RIVER, 3.8 MILES SOUTH OF AND ACROSS
 RA0140'THE RIVER FROM THE BOAT LANDING AT PITTSBURG LANDING, 1.0 MILE
 RA0140'NORTHEAST OF THE MOUTH OF COUGAR CREEK, 0.65 MILE SOUTH OF MUIR CREEK,
 RA0140'ACROSS THE RIVER FROM A SMALL RED RANCH HOUSE WHICH IS AT THE EXTREME
 RA0140'SOUTHWEST END OF A GRASSY BAR, ABOUT 300 FEET WEST OF THE RIVER, 175
 RA0140'FEET SOUTH OF THE SOUTH SIDE OF AN OLD CORRAL, 150 FEET EAST OF THE
 RA0140'FACE OF A CLIFF, 6.0 FEET WEST OF THE SNAKE RIVER TRAIL, SET IN TOP OF
 RA0140'A 3X6-FOOT BOULDER PROJECTING 3 FEET ABOVE THE GROUND AND ABOUT 85
 RA0140'FEET ABOVE THE RIVER, LARGE B M PAINTED ON EAST SIDE OF THE BOULDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0500 ***********************************************************************
 QB0500  DESIGNATION -  H 393
 QB0500  PID         -  QB0500
 QB0500  STATE/COUNTY-  OR/BAKER
 QB0500  USGS QUAD   -  MC LAIN GULCH (1987)
 QB0500
 QB0500                         *CURRENT SURVEY CONTROL
 QB0500  ___________________________________________________________________
 QB0500* NAD 83(1986)-  44 53 39.     (N)    116 57 33.     (W)     SCALED    
 QB0500* NAVD 88     -       699.270  (meters)    2294.19   (feet)  ADJUSTED  
 QB0500  ___________________________________________________________________
 QB0500  GEOID HEIGHT-         -16.27  (meters)                     GEOID03
 QB0500  DYNAMIC HT  -         699.096 (meters)    2293.62  (feet)  COMP
 QB0500  MODELED GRAV-     980,346.4   (mgal)                       NAVD 88
 QB0500
 QB0500  VERT ORDER  -  SECOND    CLASS 0
 QB0500
 QB0500.The horizontal coordinates were scaled from a topographic map and have
 QB0500.an estimated accuracy of +/- 6 seconds.
 QB0500
 QB0500.The orthometric height was determined by differential leveling
 QB0500.and adjusted in June 1991.
 QB0500
 QB0500.The geoid height was determined by GEOID03.
 QB0500
 QB0500.The dynamic height is computed by dividing the NAVD 88
 QB0500.geopotential number by the normal gravity value computed on the
 QB0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0500.degrees latitude (g = 980.6199 gals.).
 QB0500
 QB0500.The modeled gravity was interpolated from observed gravity values.
 QB0500
 QB0500;                    North         East    Units  Estimated Accuracy
 QB0500;SPC OR N     -   142,530.    2,779,580.      MT  (+/- 180 meters Scaled)
 QB0500
 QB0500                          SUPERSEDED SURVEY CONTROL
 QB0500
 QB0500  NGVD 29 (??/??/92)  698.236  (m)         2290.80   (f) ADJ UNCH    2 0
 QB0500
 QB0500.Superseded values are not recommended for survey control.
 QB0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0500.See file dsdata.txt to determine how the superseded data were derived.
 QB0500
 QB0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK032711(NAD 83)
 QB0500_MARKER: DB = BENCH MARK DISK
 QB0500_SETTING: 80 = SET IN A BOULDER
 QB0500_SP_SET: BOULDER
 QB0500_STAMPING: H 393 1945
 QB0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0500+STABILITY: SURFACE MOTION
 QB0500
 QB0500  HISTORY     - Date     Condition        Report By
 QB0500  HISTORY     - 1945     MONUMENTED       CGS
 QB0500  HISTORY     - 1983     GOOD             USGS
 QB0500
 QB0500                          STATION DESCRIPTION
 QB0500
 QB0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QB0500'9.5 MI E FROM HALFWAY.
 QB0500'9.5 MILES EAST OF THE POST OFFICE BY ROAD.  ALONG THE PINE CREEK ROAD.
 QB0500'8.7 MILES WEST OF THE ROAD JUNCTION AT COPPERFIELD.  ABOUT 0.1 MILE
 QB0500'WEST OF A FARM HOUSE ON THE SOUTH SIDE OF THE ROAD.  ABOUT 80 YARDS
 QB0500'SOUTH OF 2 LONE PINE TREES.  70 YARDS WEST OF A BARN ON THE NORTH SIDE
 QB0500'OF THE ROAD.  AT THE CENTER OF A CURVE.  17 FEET NORTH OF THE
 QB0500'CENTER-LINE OF THE ROAD.  SET ABOUT 4 FEET ABOVE THE LEVEL OF THE
 QB0500'ROAD.  SET IN A LARGE BOULDER 3 FEET BY 2 FEET.
 QB0500
 QB0500                          STATION RECOVERY (1983)
 QB0500
 QB0500'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 QB0500'ABOUT 9.5 MILES EAST OF P.O. BY ROAD IN HALFWAY, ALONG THE PINE CREEK
 QB0500'ROAD, 8.7 MILES WEST OF THE ROAD JUNCTION AT COPPERFIELD, AT A FIELD
 QB0500'ACCESS ROAD FROM THE NEW ROAD DOWN TO THE CREEK, ABOUT 42 FT. LOWER
 QB0500'THAN THE NEW ROAD, ABOUT 20 FT. SOUTH OF THE JUNCTION OF THE ACCESS
 QB0500'ROAD AND THE OLD ROAD, 4 FT. HIGHER THAN THE OLD ROAD BED, 17 FT.
 QB0500'HIGHER THAN THE CREEK, SET IN A LARGE BOULDER 3 FT. BY 2 FT. A
 QB0500'STANDARD DISK STAMPED 'H 393 1945.'
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0740 ***********************************************************************
 RA0740  DESIGNATION -  H 394
 RA0740  PID         -  RA0740
 RA0740  STATE/COUNTY-  OR/BAKER
 RA0740  USGS QUAD   -  DEADMAN POINT (1990)
 RA0740
 RA0740                         *CURRENT SURVEY CONTROL
 RA0740  ___________________________________________________________________
 RA0740* NAD 83(1986)-  45 02 14.     (N)    117 04 11.     (W)     SCALED    
 RA0740* NAVD 88     -      2038.616  (meters)    6688.36   (feet)  ADJUSTED  
 RA0740  ___________________________________________________________________
 RA0740  GEOID HEIGHT-         -15.63  (meters)                     GEOID03
 RA0740  DYNAMIC HT  -        2037.751 (meters)    6685.52  (feet)  COMP
 RA0740  MODELED GRAV-     980,117.0   (mgal)                       NAVD 88
 RA0740
 RA0740  VERT ORDER  -  SECOND    CLASS 0
 RA0740
 RA0740.The horizontal coordinates were scaled from a topographic map and have
 RA0740.an estimated accuracy of +/- 6 seconds.
 RA0740
 RA0740.The orthometric height was determined by differential leveling
 RA0740.and adjusted in June 1991.
 RA0740
 RA0740.The geoid height was determined by GEOID03.
 RA0740
 RA0740.The dynamic height is computed by dividing the NAVD 88
 RA0740.geopotential number by the normal gravity value computed on the
 RA0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0740.degrees latitude (g = 980.6199 gals.).
 RA0740
 RA0740.The modeled gravity was interpolated from observed gravity values.
 RA0740
 RA0740;                    North         East    Units  Estimated Accuracy
 RA0740;SPC OR N     -   158,030.    2,770,180.      MT  (+/- 180 meters Scaled)
 RA0740
 RA0740                          SUPERSEDED SURVEY CONTROL
 RA0740
 RA0740  NGVD 29 (??/??/92) 2037.384  (m)         6684.32   (f) ADJ UNCH    2 0
 RA0740
 RA0740.Superseded values are not recommended for survey control.
 RA0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0740.See file dsdata.txt to determine how the superseded data were derived.
 RA0740
 RA0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK945870(NAD 83)
 RA0740_MARKER: DB = BENCH MARK DISK
 RA0740_SETTING: 66 = SET IN ROCK OUTCROP
 RA0740_SP_SET: ROCK
 RA0740_STAMPING: H 394 1945
 RA0740_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA0740+STABILITY: POSITION/ELEVATION WELL
 RA0740
 RA0740  HISTORY     - Date     Condition        Report By
 RA0740  HISTORY     - 1945     MONUMENTED       CGS
 RA0740
 RA0740                          STATION DESCRIPTION
 RA0740
 RA0740'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RA0740'18.6 MI N FROM HALFWAY.
 RA0740'18.6 MILES NORTH OF THE POST OFFICE BY ROAD.  ALONG THE HALFWAY TO
 RA0740'FISH LAKE ROAD.  72.5 FEET EAST OF A PINE TREE JUST SOUTH OF THE ROAD.
 RA0740'23.7 FEET SOUTH OF THE NORTH EDGE OF THE ROAD.  14.0 FEET SOUTH OF
 RA0740'THE CENTER-LINE OF THE ROAD.  ABOUT 80 YARDS WEST OF A CLEARING
 RA0740'THROUGH WHICH MOUNTAINS CAN BE SEEN IN THE DISTANCE.  ABOUT 3.0 FEET
 RA0740'ABOVE THE LEVEL OF THE ROAD.  SET IN A ROCK ABOUT 3.0 FEET BY 2.0 FEET
 RA0740'AND ABOUT 8 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1192 ***********************************************************************
 RC1192  DESIGNATION -  H 395
 RC1192  PID         -  RC1192
 RC1192  STATE/COUNTY-  OR/WASCO
 RC1192  USGS QUAD   -  POSTAGE STAMP BUTTE (1987)
 RC1192
 RC1192                         *CURRENT SURVEY CONTROL
 RC1192  ___________________________________________________________________
 RC1192* NAD 83(1986)-  45 15 11.     (N)    121 08 31.     (W)     SCALED    
 RC1192* NAVD 88     -       341.871  (meters)    1121.62   (feet)  ADJUSTED  
 RC1192  ___________________________________________________________________
 RC1192  GEOID HEIGHT-         -21.36  (meters)                     GEOID03
 RC1192  DYNAMIC HT  -         341.822 (meters)    1121.46  (feet)  COMP
 RC1192  MODELED GRAV-     980,463.8   (mgal)                       NAVD 88
 RC1192
 RC1192  VERT ORDER  -  SECOND    CLASS 0
 RC1192
 RC1192.The horizontal coordinates were scaled from a topographic map and have
 RC1192.an estimated accuracy of +/- 6 seconds.
 RC1192
 RC1192.The orthometric height was determined by differential leveling
 RC1192.and adjusted in June 1991.
 RC1192
 RC1192.The geoid height was determined by GEOID03.
 RC1192
 RC1192.The dynamic height is computed by dividing the NAVD 88
 RC1192.geopotential number by the normal gravity value computed on the
 RC1192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1192.degrees latitude (g = 980.6199 gals.).
 RC1192
 RC1192.The modeled gravity was interpolated from observed gravity values.
 RC1192
 RC1192;                    North         East    Units  Estimated Accuracy
 RC1192;SPC OR N     -   176,480.    2,449,610.      MT  (+/- 180 meters Scaled)
 RC1192
 RC1192                          SUPERSEDED SURVEY CONTROL
 RC1192
 RC1192  NGVD 29 (??/??/92)  340.839  (m)         1118.24   (f) ADJ UNCH    2 0
 RC1192
 RC1192.Superseded values are not recommended for survey control.
 RC1192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1192.See file dsdata.txt to determine how the superseded data were derived.
 RC1192
 RC1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR457127(NAD 83)
 RC1192_MARKER: DD = SURVEY DISK
 RC1192_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RC1192_SP_SET: CULVERT
 RC1192_STAMPING: H 395
 RC1192_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC1192
 RC1192  HISTORY     - Date     Condition        Report By
 RC1192  HISTORY     - UNK      MONUMENTED       ORDT
 RC1192  HISTORY     - 1961     GOOD             NGS
 RC1192
 RC1192                          STATION DESCRIPTION
 RC1192
 RC1192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RC1192'1.6 MI E FROM TYGH VALLEY.
 RC1192'FROM THE INTERSECTION OF U.S. HIGHWAY 197 AND STATE HIGHWAY 216 AT THE
 RC1192'NORTH END OF TYGH VALLEY, GO NORTH AND EAST ON STATE HIGHWAY 216 FOR
 RC1192'1.6 MILES TO A 6-BY 6-FOOT CULVERT UNDER THE HIGHWAY, SET IN ABOUT THE
 RC1192'CENTER OF THE TOP OF SOUTH HEADWALL, AND ABOUT THE SAME ELEVATION AS
 RC1192'THE SURFACE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC1115 ***********************************************************************
 RC1115  DESIGNATION -  H 396
 RC1115  PID         -  RC1115
 RC1115  STATE/COUNTY-  OR/WASCO
 RC1115  USGS QUAD   -  MAUPIN (1996)
 RC1115
 RC1115                         *CURRENT SURVEY CONTROL
 RC1115  ___________________________________________________________________
 RC1115* NAD 83(1986)-  45 07 53.     (N)    121 07 17.     (W)     SCALED    
 RC1115* NAVD 88     -       279.911  (meters)     918.34   (feet)  ADJUSTED  
 RC1115  ___________________________________________________________________
 RC1115  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 RC1115  DYNAMIC HT  -         279.861 (meters)     918.18  (feet)  COMP
 RC1115  MODELED GRAV-     980,434.3   (mgal)                       NAVD 88
 RC1115
 RC1115  VERT ORDER  -  SECOND    CLASS 0
 RC1115
 RC1115.The horizontal coordinates were scaled from a topographic map and have
 RC1115.an estimated accuracy of +/- 6 seconds.
 RC1115
 RC1115.The orthometric height was determined by differential leveling
 RC1115.and adjusted in June 1991.
 RC1115
 RC1115.The geoid height was determined by GEOID03.
 RC1115
 RC1115.The dynamic height is computed by dividing the NAVD 88
 RC1115.geopotential number by the normal gravity value computed on the
 RC1115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1115.degrees latitude (g = 980.6199 gals.).
 RC1115
 RC1115.The modeled gravity was interpolated from observed gravity values.
 RC1115
 RC1115;                    North         East    Units  Estimated Accuracy
 RC1115;SPC OR N     -   162,950.    2,451,120.      MT  (+/- 180 meters Scaled)
 RC1115
 RC1115                          SUPERSEDED SURVEY CONTROL
 RC1115
 RC1115  NGVD 29 (??/??/92)  278.872  (m)          914.93   (f) ADJ UNCH    2 0
 RC1115
 RC1115.Superseded values are not recommended for survey control.
 RC1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1115.See file dsdata.txt to determine how the superseded data were derived.
 RC1115
 RC1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ477992(NAD 83)
 RC1115_MARKER: DB = BENCH MARK DISK
 RC1115_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RC1115_SP_SET: CULVERT
 RC1115_STAMPING: H 396 1946
 RC1115_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC1115
 RC1115  HISTORY     - Date     Condition        Report By
 RC1115  HISTORY     - 1946     MONUMENTED       CGS
 RC1115
 RC1115                          STATION DESCRIPTION
 RC1115
 RC1115'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RC1115'4.75 MI N FROM NENA.
 RC1115'ALONG OREGON TRUNK RAILWAY, 4.75 MILES NORTH OF STATION AT NENA, ON
 RC1115'OUTSIDE OF LONG CURVE, 53.6 FEET EAST OF EAST RAIL, 24.9 FEET EAST
 RC1115'NORTHEAST OF CENTER OF BOTTOM OF EAST END OF A 2 1/2 FOOT CONCRETE
 RC1115'PIPE CULVERT UNDER TRACK (CULVERT NO. T 58.62), SET IN TOP OF LARGEST
 RC1115'AND MOST PROMINENT ROCK OUTCROP IN THIS VICINITY, ABOUT 11 FEET BELOW
 RC1115'TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0409 ***********************************************************************
 RC0409  DESIGNATION -  H 397
 RC0409  PID         -  RC0409
 RC0409  STATE/COUNTY-  OR/WASCO
 RC0409  USGS QUAD   -  SINAMOX (1962)
 RC0409
 RC0409                         *CURRENT SURVEY CONTROL
 RC0409  ___________________________________________________________________
 RC0409* NAD 83(1986)-  45 20 30.     (N)    120 56 24.     (W)     SCALED    
 RC0409* NAVD 88     -       171.468  (meters)     562.56   (feet)  ADJUSTED  
 RC0409  ___________________________________________________________________
 RC0409  GEOID HEIGHT-         -21.20  (meters)                     GEOID03
 RC0409  DYNAMIC HT  -         171.439 (meters)     562.46  (feet)  COMP
 RC0409  MODELED GRAV-     980,446.5   (mgal)                       NAVD 88
 RC0409
 RC0409  VERT ORDER  -  SECOND    CLASS 0
 RC0409
 RC0409.The horizontal coordinates were scaled from a topographic map and have
 RC0409.an estimated accuracy of +/- 6 seconds.
 RC0409
 RC0409.The orthometric height was determined by differential leveling
 RC0409.and adjusted in June 1991.
 RC0409
 RC0409.The geoid height was determined by GEOID03.
 RC0409
 RC0409.The dynamic height is computed by dividing the NAVD 88
 RC0409.geopotential number by the normal gravity value computed on the
 RC0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0409.degrees latitude (g = 980.6199 gals.).
 RC0409
 RC0409.The modeled gravity was interpolated from observed gravity values.
 RC0409
 RC0409;                    North         East    Units  Estimated Accuracy
 RC0409;SPC OR N     -   186,220.    2,465,520.      MT  (+/- 180 meters Scaled)
 RC0409
 RC0409                          SUPERSEDED SURVEY CONTROL
 RC0409
 RC0409  NGVD 29 (??/??/92)  170.437  (m)          559.18   (f) ADJ UNCH    2 0
 RC0409
 RC0409.Superseded values are not recommended for survey control.
 RC0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0409.See file dsdata.txt to determine how the superseded data were derived.
 RC0409
 RC0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR613229(NAD 83)
 RC0409_MARKER: DB = BENCH MARK DISK
 RC0409_SETTING: 66 = SET IN ROCK OUTCROP
 RC0409_SP_SET: BEDROCK
 RC0409_STAMPING: H 397 1946
 RC0409_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RC0409+STABILITY: POSITION/ELEVATION WELL
 RC0409
 RC0409  HISTORY     - Date     Condition        Report By
 RC0409  HISTORY     - 1946     MONUMENTED       CGS
 RC0409
 RC0409                          STATION DESCRIPTION
 RC0409
 RC0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RC0409'3.5 MI S FROM SINAMOX.
 RC0409'ALONG OREGON TRUNK RAILWAY, 3.5 MILES SOUTH OF STATION AT SINAMOX
 RC0409'SIDING, ALSO 6.0 MILES NORTH OF STATION AT OAKBROOK SIDING, AT
 RC0409'NORTHWEST END OF ROCK BANK, 31.7 FEET SOUTH OF CENTER OF SOUTHWEST END
 RC0409'OF CULVERT NO. T 33.50 UNDER TRACK, 23.0 FEET SOUTHWEST OF SOUTHWEST
 RC0409'RAIL, 17.0 FEET NORTHEAST OF SOUTHWEST RIGHT-OF-WAY FENCE, SET IN
 RC0409'BEDROCK ABOUT 5 FEET ABOVE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0628 ***********************************************************************
 RC0628  DESIGNATION -  H 398
 RC0628  PID         -  RC0628
 RC0628  STATE/COUNTY-  OR/WASCO
 RC0628  USGS QUAD   -  EMERSON (1994)
 RC0628
 RC0628                         *CURRENT SURVEY CONTROL
 RC0628  ___________________________________________________________________
 RC0628* NAD 83(1986)-  45 35 08.     (N)    120 53 59.     (W)     SCALED    
 RC0628* NAVD 88     -       105.922  (meters)     347.51   (feet)  ADJUSTED  
 RC0628  ___________________________________________________________________
 RC0628  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 RC0628  DYNAMIC HT  -         105.917 (meters)     347.50  (feet)  COMP
 RC0628  MODELED GRAV-     980,574.1   (mgal)                       NAVD 88
 RC0628
 RC0628  VERT ORDER  -  SECOND    CLASS 0
 RC0628
 RC0628.The horizontal coordinates were scaled from a topographic map and have
 RC0628.an estimated accuracy of +/- 6 seconds.
 RC0628
 RC0628.The orthometric height was determined by differential leveling
 RC0628.and adjusted in June 1991.
 RC0628
 RC0628.The geoid height was determined by GEOID03.
 RC0628
 RC0628.The dynamic height is computed by dividing the NAVD 88
 RC0628.geopotential number by the normal gravity value computed on the
 RC0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0628.degrees latitude (g = 980.6199 gals.).
 RC0628
 RC0628.The modeled gravity was interpolated from observed gravity values.
 RC0628
 RC0628;                    North         East    Units  Estimated Accuracy
 RC0628;SPC OR N     -   213,310.    2,468,810.      MT  (+/- 180 meters Scaled)
 RC0628
 RC0628                          SUPERSEDED SURVEY CONTROL
 RC0628
 RC0628  NGVD 29 (??/??/92)  104.916  (m)          344.21   (f) ADJ UNCH    2 0
 RC0628
 RC0628.Superseded values are not recommended for survey control.
 RC0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0628.See file dsdata.txt to determine how the superseded data were derived.
 RC0628
 RC0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR638501(NAD 83)
 RC0628_MARKER: DB = BENCH MARK DISK
 RC0628_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RC0628_SP_SET: CULVERT
 RC0628_STAMPING: H 398 1946
 RC0628_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC0628
 RC0628  HISTORY     - Date     Condition        Report By
 RC0628  HISTORY     - 1946     MONUMENTED       CGS
 RC0628
 RC0628                          STATION DESCRIPTION
 RC0628
 RC0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RC0628'3.5 MI S FROM MOODY.
 RC0628'ALONG OREGON TRUNK RAILWAY, 3.5 MILES SOUTH OF STATION AT MOODY, AT
 RC0628'CULVERT NO. T8.48, 45.5 FEET WEST OF WEST RAIL, 35.0 FEET NORTH OF
 RC0628'CENTER OF RAVINE WHICH LEADS THROUGH CULVERT NO. T8.48, 3.0 FEET EAST
 RC0628'OF WEST RIGHT-OF-WAY FENCE, SET IN TOP OF THE LOWEST LEDGE OF THE ONLY
 RC0628'VISIBLE PORTION OF BEDROCK IN THIS VICINITY, ABOUT 10 FEET ABOVE
 RC0628'TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0510 ***********************************************************************
 RA0510  DESIGNATION -  H 399
 RA0510  PID         -  RA0510
 RA0510  STATE/COUNTY-  OR/WALLOWA
 RA0510  USGS QUAD   -  HAAS HOLLOW (1990)
 RA0510
 RA0510                         *CURRENT SURVEY CONTROL
 RA0510  ___________________________________________________________________
 RA0510* NAD 83(1986)-  45 43 40.     (N)    116 46 50.     (W)     SCALED    
 RA0510* NAVD 88     -       417.332  (meters)    1369.20   (feet)  ADJUSTED  
 RA0510  ___________________________________________________________________
 RA0510  GEOID HEIGHT-         -16.36  (meters)                     GEOID03
 RA0510  DYNAMIC HT  -         417.252 (meters)    1368.93  (feet)  COMP
 RA0510  MODELED GRAV-     980,415.9   (mgal)                       NAVD 88
 RA0510
 RA0510  VERT ORDER  -  SECOND    CLASS 0
 RA0510
 RA0510.The horizontal coordinates were scaled from a topographic map and have
 RA0510.an estimated accuracy of +/- 6 seconds.
 RA0510
 RA0510.The orthometric height was determined by differential leveling
 RA0510.and adjusted in June 1991.
 RA0510
 RA0510.The geoid height was determined by GEOID03.
 RA0510
 RA0510.The dynamic height is computed by dividing the NAVD 88
 RA0510.geopotential number by the normal gravity value computed on the
 RA0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0510.degrees latitude (g = 980.6199 gals.).
 RA0510
 RA0510.The modeled gravity was interpolated from observed gravity values.
 RA0510
 RA0510;                    North         East    Units  Estimated Accuracy
 RA0510;SPC OR N     -   235,700.    2,789,410.      MT  (+/- 180 meters Scaled)
 RA0510
 RA0510                          SUPERSEDED SURVEY CONTROL
 RA0510
 RA0510  NGVD 29 (??/??/92)  416.202  (m)         1365.49   (f) ADJ UNCH    2 0
 RA0510
 RA0510.Superseded values are not recommended for survey control.
 RA0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0510.See file dsdata.txt to determine how the superseded data were derived.
 RA0510
 RA0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL170638(NAD 83)
 RA0510_MARKER: DB = BENCH MARK DISK
 RA0510_SETTING: 80 = SET IN A BOULDER
 RA0510_SP_SET: BOULDER
 RA0510_STAMPING: H 399 1945
 RA0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0510+STABILITY: SURFACE MOTION
 RA0510
 RA0510  HISTORY     - Date     Condition        Report By
 RA0510  HISTORY     - 1945     MONUMENTED       CGS
 RA0510
 RA0510                          STATION DESCRIPTION
 RA0510
 RA0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RA0510'8.0 MI S FROM MOUTH OF IMNAHA RIVER.
 RA0510'8.0 MILES SOUTH ALONG THE WEST BANK OF THE IMNAHA RIVER FROM THE MOUTH
 RA0510'AT THE SNAKE RIVER, SET ON THE WEST BANK OF RIVER, DIRECTLY ACROSS
 RA0510'RIVER FROM THE MOUTH OF A BUSHY GULCH OR CANYON, ABOUT 25 FEET EAST OF
 RA0510'THE EAST EDGE OF A SMALL FIELD, BRONZE BENCH MARK DISK SET IN TOP OF A
 RA0510'BOULDER.  ABOVE HIGH WATER LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RB0487 ***********************************************************************
 RB0487  DESIGNATION -  H 4
 RB0487  PID         -  RB0487
 RB0487  STATE/COUNTY-  OR/UMATILLA
 RB0487  USGS QUAD   -  MISSION (1974)
 RB0487
 RB0487                         *CURRENT SURVEY CONTROL
 RB0487  ___________________________________________________________________
 RB0487* NAD 83(1986)-  45 41 17.     (N)    118 44 18.     (W)     SCALED    
 RB0487* NAVD 88     -       358.780  (meters)    1177.10   (feet)  ADJUSTED  
 RB0487  ___________________________________________________________________
 RB0487  GEOID HEIGHT-         -20.75  (meters)                     GEOID03
 RB0487  DYNAMIC HT  -         358.745 (meters)    1176.98  (feet)  COMP
 RB0487  MODELED GRAV-     980,508.5   (mgal)                       NAVD 88
 RB0487
 RB0487  VERT ORDER  -  FIRST     CLASS II
 RB0487
 RB0487.The horizontal coordinates were scaled from a topographic map and have
 RB0487.an estimated accuracy of +/- 6 seconds.
 RB0487
 RB0487.The orthometric height was determined by differential leveling
 RB0487.and adjusted in June 1991.
 RB0487
 RB0487.The geoid height was determined by GEOID03.
 RB0487
 RB0487.The dynamic height is computed by dividing the NAVD 88
 RB0487.geopotential number by the normal gravity value computed on the
 RB0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0487.degrees latitude (g = 980.6199 gals.).
 RB0487
 RB0487.The modeled gravity was interpolated from observed gravity values.
 RB0487
 RB0487;                    North         East    Units  Estimated Accuracy
 RB0487;SPC OR N     -   226,120.    2,637,210.      MT  (+/- 180 meters Scaled)
 RB0487
 RB0487                          SUPERSEDED SURVEY CONTROL
 RB0487
 RB0487  NGVD 29 (??/??/92)  357.77   (m)         1173.8    (f) COMPUTED    1 2
 RB0487
 RB0487.Superseded values are not recommended for survey control.
 RB0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0487.See file dsdata.txt to determine how the superseded data were derived.
 RB0487
 RB0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL646608(NAD 83)
 RB0487_MARKER: Z = SEE DESCRIPTION
 RB0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0487+STABILITY: SURFACE MOTION
 RB0487
 RB0487  HISTORY     - Date     Condition        Report By
 RB0487  HISTORY     - 1904     MONUMENTED       CGS
 RB0487  HISTORY     - 1935     GOOD             CGS
 RB0487
 RB0487                          STATION DESCRIPTION
 RB0487
 RB0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RB0487'2.8 MI NE FROM PENDLETON.
 RB0487'2.8 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RB0487'STATION AT PENDLETON, UMATILLA COUNTY, 0.3 MILE SOUTH OF A ROAD
 RB0487'CROSSING, 110 FEET NORTHEAST OF A 24 INCH PIPE CULVERT NO 37 + 4123,
 RB0487'NEAR THE MIDDLE OF A LONG CURVE, 25.4 FEET NORTHWEST OF THE TRACK
 RB0487'CENTERLINE, IN THE TOP OF A SQUARE STONE POST PROJECTING 6 INCHES
 RB0487'ABOVE THE GROUND.  THE BOTTOM OF A SQUARE HOLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD1143 ***********************************************************************
 QD1143  DESIGNATION -  H 4
 QD1143  PID         -  QD1143
 QD1143  STATE/COUNTY-  OR/LINN
 QD1143  USGS QUAD   -  SANTIAM JUNCTION (1988)
 QD1143
 QD1143                         *CURRENT SURVEY CONTROL
 QD1143  ___________________________________________________________________
 QD1143* NAD 83(1986)-  44 26 02.     (N)    121 56 57.     (W)     SCALED    
 QD1143* NAVD 88     -      1133.348  (meters)    3718.33   (feet)  ADJUSTED  
 QD1143  ___________________________________________________________________
 QD1143  GEOID HEIGHT-         -21.37  (meters)                     GEOID03
 QD1143  DYNAMIC HT  -        1132.948 (meters)    3717.01  (feet)  COMP
 QD1143  MODELED GRAV-     980,225.7   (mgal)                       NAVD 88
 QD1143
 QD1143  VERT ORDER  -  FIRST     CLASS II
 QD1143
 QD1143.The horizontal coordinates were scaled from a topographic map and have
 QD1143.an estimated accuracy of +/- 6 seconds.
 QD1143
 QD1143.The orthometric height was determined by differential leveling
 QD1143.and adjusted in June 1991.
 QD1143
 QD1143.The geoid height was determined by GEOID03.
 QD1143
 QD1143.The dynamic height is computed by dividing the NAVD 88
 QD1143.geopotential number by the normal gravity value computed on the
 QD1143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QD1143.degrees latitude (g = 980.6199 gals.).
 QD1143
 QD1143.The modeled gravity was interpolated from observed gravity values.
 QD1143
 QD1143;                    North         East    Units  Estimated Accuracy
 QD1143;SPC OR N     -    86,290.    2,384,630.      MT  (+/- 180 meters Scaled)
 QD1143
 QD1143                          SUPERSEDED SURVEY CONTROL
 QD1143
 QD1143  NGVD 29 (??/??/92) 1132.152  (m)         3714.40   (f) ADJ UNCH    1 2
 QD1143
 QD1143.Superseded values are not recommended for survey control.
 QD1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QD1143.See file dsdata.txt to determine how the superseded data were derived.
 QD1143
 QD1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEQ836206(NAD 83)
 QD1143_MARKER: DD = SURVEY DISK
 QD1143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QD1143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QD1143_STAMPING: 3175 23 H 4 1934
 QD1143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QD1143+STABILITY: SURFACE MOTION
 QD1143
 QD1143  HISTORY     - Date     Condition        Report By
 QD1143  HISTORY     - 1934     MONUMENTED       CGS
 QD1143  HISTORY     - 1963     GOOD             NGS
 QD1143
 QD1143                          STATION DESCRIPTION
 QD1143
 QD1143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 QD1143'0.7 MI W FROM SANTIAM JUNCTION.
 QD1143'0.7 MILE WEST ALONG U.S. HIGHWAY 20 FROM THE MOBIL SERVICE STATION AND
 QD1143'STORE AT SANTIAM JUNCTION, 0.15 MILE EAST OF MILE POST NO. 74, 132
 QD1143'FEET SOUTHEAST AND ACROSS THE HIGHWAY FROM BENCH MARK H 5
 QD1143'(U.S.B.P.R.), 66 FEET SOUTHEAST OF THE CENTER OF THE HIGHWAY AND 0.5
 QD1143'FOOT SOUTH OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RD3956 ***********************************************************************
 RD3956  DESIGNATION -  H 4
 RD3956  PID         -  RD3956
 RD3956  STATE/COUNTY-  OR/COLUMBIA
 RD3956  USGS QUAD   -  ST HELENS (1990)
 RD3956
 RD3956                         *CURRENT SURVEY CONTROL
 RD3956  ___________________________________________________________________
 RD3956* NAD 83(1991)-  45 51 21.76158(N)    122 47 32.61436(W)     ADJUSTED  
 RD3956* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 RD3956  ___________________________________________________________________
 RD3956  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 RD3956  GEOID HEIGHT-         -22.33  (meters)                     GEOID03
 RD3956  HORZ ORDER  -  THIRD
 RD3956
 RD3956.The horizontal coordinates were established by classical geodetic methods
 RD3956.and adjusted by the National Geodetic Survey in October 1991.
 RD3956
 RD3956.The orthometric height was scaled from a topographic map.
 RD3956
 RD3956.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3956
 RD3956.The geoid height was determined by GEOID03.
 RD3956
 RD3956;                    North         East     Units Scale Factor Converg.
 RD3956;SPC OR N     -   245,819.982 2,321,993.573   MT  0.99996659   -1 37 32.6
 RD3956;SPC OR N     -   806,496.00  7,618,089.15   iFT  0.99996659   -1 37 32.6
 RD3956;SPC WA S     -    60,686.708   321,989.701   MT  0.99999493   -1 39 54.7
 RD3956;SPC WA S     -   199,102.97  1,056,394.54   sFT  0.99999493   -1 39 54.7
 RD3956;UTM  10      - 5,078,074.247   516,117.137   MT  0.99960319   +0 08 56.3
 RD3956
 RD3956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3956!SPC OR N     -   1.00000319  x   0.99996659  =   0.99996978
 RD3956!SPC WA S     -   1.00000319  x   0.99999493  =   0.99999812
 RD3956!UTM  10      -   1.00000319  x   0.99960319  =   0.99960638
 RD3956
 RD3956:                Primary Azimuth Mark                     Grid Az
 RD3956:SPC OR N     -  ST HELENS JETTY LIGHT                    017 48 17.0
 RD3956:SPC WA S     -  ST HELENS JETTY LIGHT                    017 50 39.1
 RD3956:UTM  10      -  ST HELENS JETTY LIGHT                    016 01 48.1
 RD3956
 RD3956|---------------------------------------------------------------------|
 RD3956| PID    Reference Object                     Distance      Geod. Az  |
 RD3956|                                                           dddmmss.s |
 RD3956| RD3913 ST HELENS JETTY LIGHT               APPROX. 2.0 KM 0161044.4 |
 RD3956| RD4011 OLD HSE YELLOW TERRA 1913           APPROX. 2.1 KM 0322325.9 |
 RD3956| RD3992 H 3 USE 1912                        APPROX. 1.7 KM 0403823.7 |
 RD3956| RD4001 ST HELENS TANK                      APPROX. 0.6 KM 3162813.3 |
 RD3956| RD3938 ST HELENS SCHOOL SMALL CUPOLA       APPROX. 1.0 KM 3242513.6 |
 RD3956| RD4010 ST HELENS LUMBER CO N STACK         APPROX. 0.5 KM 3283703.0 |
 RD3956| RD3993 ST HELENS LUMBR CO POLE NR GAB      APPROX. 0.6 KM 3310418.6 |
 RD3956| RD3950 ST HELENS CONGREGATIONAL CH         APPROX. 1.2 KM 3331430.4 |
 RD3956| RD4007 ST HELENS COLUMBIA CTHSE FLAG       APPROX. 0.9 KM 3363103.2 |
 RD3956| RD3995 ROCK CRUSHER STACK                  APPROX. 1.8 KM 3422434.2 |
 RD3956|---------------------------------------------------------------------|
 RD3956
 RD3956                          SUPERSEDED SURVEY CONTROL
 RD3956
 RD3956  NAD 83(1986)-  45 51 21.78113(N)    122 47 32.61209(W) AD(       ) 3
 RD3956  NAD 27      -  45 51 22.36300(N)    122 47 28.24200(W) AD(       ) 3
 RD3956
 RD3956.Superseded values are not recommended for survey control.
 RD3956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3956.See file dsdata.txt to determine how the superseded data were derived.
 RD3956
 RD3956_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1611778074(NAD 83)
 RD3956
 RD3956  HISTORY     - Date     Condition        Report By
 RD3956  HISTORY     - 1912     MONUMENTED       USE
 RD3956  HISTORY     - 1934     SEE DESCRIPTION  CGS
 RD3956  HISTORY     - 1946     SEE DESCRIPTION  CGS
 RD3956
 RD3956                          STATION DESCRIPTION
 RD3956
 RD3956'DESCRIBED BY US ENGINEERS 1912
 RD3956'THE STATION IS ON THE NORTHERN END OF SAUVIES ISLAND,
 RD3956'ON RECENTLY MADE GROUND, AND IS MARKED BY AN IRON PIPE 3
 RD3956'FEET LONG SET IN A PIER OF CONCRETE WHICH IS ABOUT 1 FOOT
 RD3956'SQUARE AT THE SURFACE OF THE GROUND AND APPROXIMATELY 8
 RD3956'INCHES DEEP.  THE PIPE PROJECTS FROM 4 TO 8 INCHES ABOVE THE
 RD3956'CEMENT.  THE TOP OF THE PIER BEARS THE INSCRIPTION U.S.E. AND
 RD3956'THE NAME OR AN ABBREVIATION OF THE NAME OF THE STATION.  THERE
 RD3956'IS NO UNDERGROUND MARK.  THE REFERENCE MARK IS MARKED BY A
 RD3956'STANDARD DISK SET IN AN IRREGULAR PIER OF CONCRETE, THE
 RD3956'TOP OF WHICH IS SPHERICAL IN SHAPE AND PROJECTS FROM 6 TO 8
 RD3956'INCHES ABOVE THE SURFACE OF THE GROUND.
 RD3956
 RD3956                          STATION RECOVERY (1934)
 RD3956
 RD3956'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (GRJ)
 RD3956'AT WARRIOR POINT, ON THE EXTREME N END OF SAUVIE ISLAND, AND
 RD3956'JUST SE OF ST. HELENS.
 RD3956'
 RD3956'THE STATION IS MARKED BY A SECTION OF PIPE SET IN A CONCRETE
 RD3956'BLOCK.
 RD3956'
 RD3956'A REFERENCE MARK CONSISTING OF A STANDARD U.S.C. AND G.S. DISK
 RD3956'SET IN CONCRETE, IS 48.35 METERS (158.63 FEET) DISTANT FROM
 RD3956'THE STATION IN AZIMUTH 347 DEG 52 MIN 30 SEC.
 RD3956'
 RD3956'THE LOCATION OF THE MARKS AND THEIR RELATION TO THE
 RD3956'SURROUNDING PROPERTY ARE SHOWN ON COLUMBIA COUNTY SURVEYOR
 RD3956'MAP 132.  IN 1934 IT WAS REPORTED THAT THE STATION WAS
 RD3956'COVERED BY ABOUT 10 FEET OF SAWMILL DEBRIS AND THE REFERENCE
 RD3956'MARK WAS COVERED WITH SAND, BUT THAT BOTH COULD PROBABLY BE
 RD3956'RECOVERED BY DIGGING.
 RD3956
 RD3956                          STATION RECOVERY (1946)
 RD3956
 RD3956'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAE)
 RD3956'A THOROUGH SEARCH WAS MADE FOR THIS STATION BUT IT COULD NOT
 RD3956'BE FOUND.  THE ISLAND HAS ERODED A GREAT DEAL AND ALTHOUGH
 RD3956'THERE IS SOME EVIDENCE OF SAWDUST AND MILL DEBRIS, IT IS
 RD3956'FOUND TO A DEPTH OF 4 FEET BELOW THE GROUND LEVEL.  THE NW
 RD3956'SIDE OF THE POINT SHOWS SIGNS OF EROSION.  IF THE STATION
 RD3956'HAD BEEN IN HERE, IT WOULD HAVE BEEN DESTROYED.
 RD3956'
 RD3956'SINCE THERE IS NO DEFINITE LOCATION FOR THIS STATION AND THE
 RD3956'U.S.E. SKETCH SHOWS THIS STATION AS LOST, IT IS RECOMMENDED
 RD3956'THAT THE STATION BE CLASSIFIED AS LOST IN OUR RECORDS.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RC0286 ***********************************************************************
 RC0286  DESIGNATION -  H 40
 RC0286  PID         -  RC0286
 RC0286  STATE/COUNTY-  OR/GILLIAM
 RC0286  USGS QUAD   -  GWENDOLEN (1970)
 RC0286
 RC0286                         *CURRENT SURVEY CONTROL
 RC0286  ___________________________________________________________________
 RC0286* NAD 83(1986)-  45 20 55.     (N)    120 08 27.     (W)     SCALED    
 RC0286* NAVD 88     -       765.029  (meters)    2509.93   (feet)  ADJUSTED  
 RC0286  ___________________________________________________________________
 RC0286  GEOID HEIGHT-         -20.80  (meters)                     GEOID03
 RC0286  DYNAMIC HT  -         764.902 (meters)    2509.52  (feet)  COMP
 RC0286  MODELED GRAV-     980,424.6   (mgal)                       NAVD 88
 RC0286
 RC0286  VERT ORDER  -  FIRST     CLASS II
 RC0286
 RC0286.The horizontal coordinates were scaled from a topographic map and have
 RC0286.an estimated accuracy of +/- 6 seconds.
 RC0286
 RC0286.The orthometric height was determined by differential leveling
 RC0286.and adjusted in June 1991.
 RC0286
 RC0286.The geoid height was determined by GEOID03.
 RC0286
 RC0286.The dynamic height is computed by dividing the NAVD 88
 RC0286.geopotential number by the normal gravity value computed on the
 RC0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0286.degrees latitude (g = 980.6199 gals.).
 RC0286
 RC0286.The modeled gravity was interpolated from observed gravity values.
 RC0286
 RC0286;                    North         East    Units  Estimated Accuracy
 RC0286;SPC OR N     -   186,960.    2,528,140.      MT  (+/- 180 meters Scaled)
 RC0286
 RC0286                          SUPERSEDED SURVEY CONTROL
 RC0286
 RC0286  NGVD 29 (??/??/92)  763.958  (m)         2506.42   (f) ADJ UNCH    1 2
 RC0286
 RC0286.Superseded values are not recommended for survey control.
 RC0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0286.See file dsdata.txt to determine how the superseded data were derived.
 RC0286
 RC0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGR239256(NAD 83)
 RC0286_MARKER: DB = BENCH MARK DISK
 RC0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC0286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC0286_STAMPING: 2506.527 H 40 1930
 RC0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0286+STABILITY: SURFACE MOTION
 RC0286
 RC0286  HISTORY     - Date     Condition        Report By
 RC0286  HISTORY     - 1930     MONUMENTED       CGS
 RC0286  HISTORY     - 1963     GOOD             NGS
 RC0286  HISTORY     - 1987     GOOD             USPSQD
 RC0286
 RC0286                          STATION DESCRIPTION
 RC0286
 RC0286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 RC0286'IN GWENDOLEN.
 RC0286'AT THE GWENDOLEN RAILROAD SIDING, 280 FEET NORTH OF THE ENTRANCE TO
 RC0286'THE ELEVATOR, 260 FEET SOUTH OF THE SOUTHEAST CORNER OF A WAREHOUSE,
 RC0286'94 FEET SOUTHWEST AND ACROSS THE HIGHWAY FROM TELEPHONE POLE NO. 1030,
 RC0286'71 FEET EAST OF THE EAST RAIL OF THE MAIN RAILROAD TRACKS, 62 FEET
 RC0286'WEST OF THE CENTER OF THE HIGHWAY AND 1 FOOT NORTH OF A METAL WITNESS
 RC0286'POST.  THE MONUMENT PROJECTS 6 INCHES.
 RC0286
 RC0286                          STATION RECOVERY (1987)
 RC0286
 RC0286'RECOVERY NOTE BY US POWER SQUADRON 1987 (RCC)
 RC0286'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0412 ***********************************************************************
 RA0412  DESIGNATION -  H 400
 RA0412  PID         -  RA0412
 RA0412  STATE/COUNTY-  OR/WALLOWA
 RA0412  USGS QUAD   -  SHEEP CREEK DIVIDE (1990)
 RA0412
 RA0412                         *CURRENT SURVEY CONTROL
 RA0412  ___________________________________________________________________
 RA0412* NAD 83(1986)-  45 27 42.     (N)    116 47 30.     (W)     SCALED    
 RA0412* NAVD 88     -       750.414  (meters)    2461.98   (feet)  ADJUSTED  
 RA0412  ___________________________________________________________________
 RA0412  GEOID HEIGHT-         -15.67  (meters)                     GEOID03
 RA0412  DYNAMIC HT  -         750.242 (meters)    2461.42  (feet)  COMP
 RA0412  MODELED GRAV-     980,364.3   (mgal)                       NAVD 88
 RA0412
 RA0412  VERT ORDER  -  SECOND    CLASS 0
 RA0412
 RA0412.The horizontal coordinates were scaled from a topographic map and have
 RA0412.an estimated accuracy of +/- 6 seconds.
 RA0412
 RA0412.The orthometric height was determined by differential leveling
 RA0412.and adjusted in June 1991.
 RA0412
 RA0412.The geoid height was determined by GEOID03.
 RA0412
 RA0412.The dynamic height is computed by dividing the NAVD 88
 RA0412.geopotential number by the normal gravity value computed on the
 RA0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0412.degrees latitude (g = 980.6199 gals.).
 RA0412
 RA0412.The modeled gravity was interpolated from observed gravity values.
 RA0412
 RA0412;                    North         East    Units  Estimated Accuracy
 RA0412;SPC OR N     -   206,120.    2,789,900.      MT  (+/- 180 meters Scaled)
 RA0412
 RA0412                          SUPERSEDED SURVEY CONTROL
 RA0412
 RA0412  NGVD 29 (??/??/92)  749.260  (m)         2458.20   (f) ADJ UNCH    2 0
 RA0412
 RA0412.Superseded values are not recommended for survey control.
 RA0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0412.See file dsdata.txt to determine how the superseded data were derived.
 RA0412
 RA0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL162342(NAD 83)
 RA0412_MARKER: DB = BENCH MARK DISK
 RA0412_SETTING: 80 = SET IN A BOULDER
 RA0412_SP_SET: BOULDER
 RA0412_STAMPING: H 400 1945
 RA0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0412+STABILITY: SURFACE MOTION
 RA0412
 RA0412  HISTORY     - Date     Condition        Report By
 RA0412  HISTORY     - 1945     MONUMENTED       CGS
 RA0412  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RA0412
 RA0412                          STATION DESCRIPTION
 RA0412
 RA0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RA0412'8.0 MI S FROM IMNAHA.
 RA0412'8.0 MILES SOUTH ALONG THE UPPER IMNAHA ROAD FROM THE POST OFFICE AT
 RA0412'IMNAHA, SET IN THE TOP OF A BOULDER BETWEEN THE ROAD AND RIVER, ON THE
 RA0412'NORTHEAST BANK OF RIVER, 40 FEET WEST OF MILEPOST NO. 8, 15 FEET
 RA0412'SOUTHWEST OF CENTER-LINE OF ROAD, 9 FEET WEST OF THE SOUTHWEST END OF
 RA0412'A PIPE CULVERT, ABOUT 4 FEET BELOW ROAD LEVEL.  BRONZE BENCH MARK
 RA0412'DISK.
 RA0412
 RA0412                          STATION RECOVERY (1987)
 RA0412
 RA0412'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBD)
 RA0412'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0686 ***********************************************************************
 RA0686  DESIGNATION -  H 401
 RA0686  PID         -  RA0686
 RA0686  STATE/COUNTY-  OR/WALLOWA
 RA0686  USGS QUAD   -  ENTERPRISE (1990)
 RA0686
 RA0686                         *CURRENT SURVEY CONTROL
 RA0686  ___________________________________________________________________
 RA0686* NAD 83(1986)-  45 23 48.     (N)    117 15 16.     (W)     SCALED    
 RA0686* NAVD 88     -      1184.224  (meters)    3885.24   (feet)  ADJUSTED  
 RA0686  ___________________________________________________________________
 RA0686  GEOID HEIGHT-         -16.04  (meters)                     GEOID03
 RA0686  DYNAMIC HT  -        1183.861 (meters)    3884.05  (feet)  COMP
 RA0686  MODELED GRAV-     980,269.3   (mgal)                       NAVD 88
 RA0686
 RA0686  VERT ORDER  -  SECOND    CLASS 0
 RA0686
 RA0686.The horizontal coordinates were scaled from a topographic map and have
 RA0686.an estimated accuracy of +/- 6 seconds.
 RA0686
 RA0686.The orthometric height was determined by differential leveling
 RA0686.and adjusted in June 1991.
 RA0686
 RA0686.The geoid height was determined by GEOID03.
 RA0686
 RA0686.The dynamic height is computed by dividing the NAVD 88
 RA0686.geopotential number by the normal gravity value computed on the
 RA0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0686.degrees latitude (g = 980.6199 gals.).
 RA0686
 RA0686.The modeled gravity was interpolated from observed gravity values.
 RA0686
 RA0686;                    North         East    Units  Estimated Accuracy
 RA0686;SPC OR N     -   197,340.    2,754,040.      MT  (+/- 180 meters Scaled)
 RA0686
 RA0686                          SUPERSEDED SURVEY CONTROL
 RA0686
 RA0686  NGVD 29 (??/??/92) 1182.990  (m)         3881.19   (f) ADJ UNCH    2 0
 RA0686
 RA0686.Superseded values are not recommended for survey control.
 RA0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0686.See file dsdata.txt to determine how the superseded data were derived.
 RA0686
 RA0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML800270(NAD 83)
 RA0686_MARKER: DB = BENCH MARK DISK
 RA0686_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RA0686_SP_SET: ABUTMENT
 RA0686_STAMPING: H 401 1945
 RA0686_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RA0686
 RA0686  HISTORY     - Date     Condition        Report By
 RA0686  HISTORY     - 1945     MONUMENTED       CGS
 RA0686  HISTORY     - 1946     GOOD             NGS
 RA0686
 RA0686                          STATION DESCRIPTION
 RA0686
 RA0686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RA0686'3.0 MI SE FROM ENTERPRISE.
 RA0686'ABOUT 1.9 MILES SOUTH ALONG A PAVED COUNTRY ROAD FROM THE POST OFFICE
 RA0686'AT ENTERPRISE, THENCE 1.1 EAST ALONG A GRAVEL ROAD, SET IN THE
 RA0686'SOUTHEAST CONCRETE ABUTMENT OF A WOODEN BRIDGE OVER A LARGE CREEK, 350
 RA0686'FEET EAST OF A FARM ROAD LEADING SOUTH, 25 FEET EAST OF THE CENTER
 RA0686'LINE OF THE BRIDGE, 21 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 8
 RA0686'FEET NORTHEAST OF THE EDGE OF THE CREEK, ABOUT 2 FEET BELOW THE
 RA0686'IMMEDIATE ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0723 ***********************************************************************
 RA0723  DESIGNATION -  H 402
 RA0723  PID         -  RA0723
 RA0723  STATE/COUNTY-  OR/WALLOWA
 RA0723  USGS QUAD   -  KINNEY LAKE (1990)
 RA0723
 RA0723                         *CURRENT SURVEY CONTROL
 RA0723  ___________________________________________________________________
 RA0723* NAD 83(1986)-  45 15 08.     (N)    117 04 36.     (W)     SCALED    
 RA0723* NAVD 88     -      1766.738  (meters)    5796.37   (feet)  ADJUSTED  
 RA0723  ___________________________________________________________________
 RA0723  GEOID HEIGHT-         -15.47  (meters)                     GEOID03
 RA0723  DYNAMIC HT  -        1766.018 (meters)    5794.01  (feet)  COMP
 RA0723  MODELED GRAV-     980,145.4   (mgal)                       NAVD 88
 RA0723
 RA0723  VERT ORDER  -  SECOND    CLASS 0
 RA0723
 RA0723.The horizontal coordinates were scaled from a topographic map and have
 RA0723.an estimated accuracy of +/- 6 seconds.
 RA0723
 RA0723.The orthometric height was determined by differential leveling
 RA0723.and adjusted in June 1991.
 RA0723
 RA0723.The geoid height was determined by GEOID03.
 RA0723
 RA0723.The dynamic height is computed by dividing the NAVD 88
 RA0723.geopotential number by the normal gravity value computed on the
 RA0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0723.degrees latitude (g = 980.6199 gals.).
 RA0723
 RA0723.The modeled gravity was interpolated from observed gravity values.
 RA0723
 RA0723;                    North         East    Units  Estimated Accuracy
 RA0723;SPC OR N     -   181,880.    2,768,620.      MT  (+/- 180 meters Scaled)
 RA0723
 RA0723                          SUPERSEDED SURVEY CONTROL
 RA0723
 RA0723  NGVD 29 (??/??/92) 1765.403  (m)         5791.99   (f) ADJ UNCH    2 0
 RA0723
 RA0723.Superseded values are not recommended for survey control.
 RA0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0723.See file dsdata.txt to determine how the superseded data were derived.
 RA0723
 RA0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML939109(NAD 83)
 RA0723_MARKER: DB = BENCH MARK DISK
 RA0723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RA0723_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RA0723_STAMPING: H 402 1945
 RA0723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0723+STABILITY: SURFACE MOTION
 RA0723
 RA0723  HISTORY     - Date     Condition        Report By
 RA0723  HISTORY     - 1945     MONUMENTED       CGS
 RA0723  HISTORY     - 1946     GOOD             NGS
 RA0723  HISTORY     - 19870817 GOOD             USPSQD
 RA0723
 RA0723                          STATION DESCRIPTION
 RA0723
 RA0723'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RA0723'16.8 MI SE FROM JOSEPH.
 RA0723'16.8 MILES SOUTHEAST ALONG THE LICK CREEK ROAD FROM THE POST OFFICE AT
 RA0723'JOSEPH, IN A GROVE OF PINE TREES, ABOUT 60.0 FEET SOUTH OF A CLEARING
 RA0723'TO THE SOUTHWEST, 10.0 FEET WEST OF THE CENTER LINE OF THE ROAD, 5.0
 RA0723'FEET SOUTH OF MILEPOST NO. 17, 7.0 FEET NORTHWEST OF A PINE TREE WITH
 RA0723'A TRIANGULAR BLAZE, A BENCH MARK DISK IN THE TOP OF A CONCRETE POST,
 RA0723'PROJECTING 0.4 FOOT ABOVE THE GROUND, AND ABOUT 1.0 FOOT HIGHER THAN
 RA0723'THE ROAD.
 RA0723
 RA0723                          STATION RECOVERY (1987)
 RA0723
 RA0723'RECOVERY NOTE BY US POWER SQUADRON 1987 (DEK)
 RA0723'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QB0577 ***********************************************************************
 QB0577  DESIGNATION -  H 404
 QB0577  PID         -  QB0577
 QB0577  STATE/COUNTY-  OR/BAKER
 QB0577  USGS QUAD   -  KEATING (1994)
 QB0577
 QB0577                         *CURRENT SURVEY CONTROL
 QB0577  ___________________________________________________________________
 QB0577* NAD 83(1986)-  44 49 47.     (N)    117 30 58.     (W)     SCALED    
 QB0577* NAVD 88     -       815.409  (meters)    2675.22   (feet)  ADJUSTED  
 QB0577  ___________________________________________________________________
 QB0577  GEOID HEIGHT-         -16.76  (meters)                     GEOID03
 QB0577  DYNAMIC HT  -         815.192 (meters)    2674.51  (feet)  COMP
 QB0577  MODELED GRAV-     980,324.4   (mgal)                       NAVD 88
 QB0577
 QB0577  VERT ORDER  -  SECOND    CLASS 0
 QB0577
 QB0577.The horizontal coordinates were scaled from a topographic map and have
 QB0577.an estimated accuracy of +/- 6 seconds.
 QB0577
 QB0577.The orthometric height was determined by differential leveling
 QB0577.and adjusted in June 1991.
 QB0577.WARNING-Repeat measurements at this control monument indicate possible
 QB0577.vertical movement.
 QB0577
 QB0577.The geoid height was determined by GEOID03.
 QB0577
 QB0577.The dynamic height is computed by dividing the NAVD 88
 QB0577.geopotential number by the normal gravity value computed on the
 QB0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0577.degrees latitude (g = 980.6199 gals.).
 QB0577
 QB0577.The modeled gravity was interpolated from observed gravity values.
 QB0577
 QB0577;                    North         East    Units  Estimated Accuracy
 QB0577;SPC OR N     -   133,600.    2,735,890.      MT  (+/- 180 meters Scaled)
 QB0577
 QB0577                          SUPERSEDED SURVEY CONTROL
 QB0577
 QB0577  NGVD 29 (??/??/92)  814.340  (m)         2671.71   (f) ADJ UNCH    2 0
 QB0577
 QB0577.Superseded values are not recommended for survey control.
 QB0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0577.See file dsdata.txt to determine how the superseded data were derived.
 QB0577
 QB0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK592641(NAD 83)
 QB0577_MARKER: DB = BENCH MARK DISK
 QB0577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0577_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0577_STAMPING: H-404 1945
 QB0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0577+STABILITY: SURFACE MOTION
 QB0577
 QB0577  HISTORY     - Date     Condition        Report By
 QB0577  HISTORY     - 1945     MONUMENTED       CGS
 QB0577  HISTORY     - 19930301 MARK NOT FOUND   USGS-R
 QB0577
 QB0577                          STATION DESCRIPTION
 QB0577
 QB0577'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QB0577'18.7 MI E FROM BAKER.
 QB0577'18.7 MILES EAST ALONG HIGHWAY NO. 86 FROM THE POST OFFICE AT BAKER,
 QB0577'SET IN TOP OF CONCRETE POST, 1.0 MILES EAST OF BENCH MARK G-404, 80
 QB0577'FEET WEST OF CENTERLINE OF ROAD LEADING SOUTH, 45 FEET SOUTH OF
 QB0577'CENTER-LINE OF THE HIGHWAY, 35 FEET SOUTHEAST OF SOUTH-EAST CORNER OF
 QB0577'WOODEN BRIDGE, 3 FEET EAST OF FENCE LINE, AND 1.5 FEET EAST OF A WHITE
 QB0577'WOODEN WITNESS POST.
 QB0577
 QB0577                          STATION RECOVERY (1993)
 QB0577
 QB0577'RECOVERY NOTE BY USGS ROCKY MOUNTAIN MAPPING CENTER 1993 (AJ)
 QB0577'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0874 ***********************************************************************
 RA0874  DESIGNATION -  H 405
 RA0874  PID         -  RA0874
 RA0874  STATE/COUNTY-  OR/UNION
 RA0874  USGS QUAD   -  RONDOWA (1995)
 RA0874
 RA0874                         *CURRENT SURVEY CONTROL
 RA0874  ___________________________________________________________________
 RA0874* NAD 83(1986)-  45 39 27.     (N)    117 52 00.     (W)     SCALED    
 RA0874* NAVD 88     -       767.829  (meters)    2519.12   (feet)  ADJUSTED  
 RA0874  ___________________________________________________________________
 RA0874  GEOID HEIGHT-         -18.04  (meters)                     GEOID03
 RA0874  DYNAMIC HT  -         767.680 (meters)    2518.63  (feet)  COMP
 RA0874  MODELED GRAV-     980,396.9   (mgal)                       NAVD 88
 RA0874
 RA0874  VERT ORDER  -  SECOND    CLASS 0
 RA0874
 RA0874.The horizontal coordinates were scaled from a topographic map and have
 RA0874.an estimated accuracy of +/- 6 seconds.
 RA0874
 RA0874.The orthometric height was determined by differential leveling
 RA0874.and adjusted in June 1991.
 RA0874
 RA0874.The geoid height was determined by GEOID03.
 RA0874
 RA0874.The dynamic height is computed by dividing the NAVD 88
 RA0874.geopotential number by the normal gravity value computed on the
 RA0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0874.degrees latitude (g = 980.6199 gals.).
 RA0874
 RA0874.The modeled gravity was interpolated from observed gravity values.
 RA0874
 RA0874;                    North         East    Units  Estimated Accuracy
 RA0874;SPC OR N     -   224,570.    2,705,190.      MT  (+/- 180 meters Scaled)
 RA0874
 RA0874                          SUPERSEDED SURVEY CONTROL
 RA0874
 RA0874  NGVD 29 (??/??/92)  766.734  (m)         2515.53   (f) ADJ UNCH    2 0
 RA0874
 RA0874.Superseded values are not recommended for survey control.
 RA0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0874.See file dsdata.txt to determine how the superseded data were derived.
 RA0874
 RA0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML324563(NAD 83)
 RA0874_MARKER: DB = BENCH MARK DISK
 RA0874_SETTING: 80 = SET IN A BOULDER
 RA0874_SP_SET: BOULDER
 RA0874_STAMPING: H 405 1945
 RA0874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0874+STABILITY: SURFACE MOTION
 RA0874
 RA0874  HISTORY     - Date     Condition        Report By
 RA0874  HISTORY     - 1945     MONUMENTED       CGS
 RA0874
 RA0874                          STATION DESCRIPTION
 RA0874
 RA0874'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RA0874'7.65 MI N FROM ELGIN.
 RA0874'ALONG UNION PACIFIC RAILROAD, 7.65 MILES NORTH OF STATION AT ELGIN,
 RA0874'ABOUT MIDWAY BETWEEN THE SEVENTH AND EIGHTH POLES NORTH OF MILE POST
 RA0874'NO. 28, 8 1/2 RAILS SOUTHWEST OF CULVERT NO. 28.30 UNDER TRACK, 35.2
 RA0874'FEET SOUTHEAST OF CENTERLINE OF TRACK, SET IN TOP OF EMBEDDED BOULDER
 RA0874'ABOUT 15 FEET BELOW TRACK AND 8 FEET NORTHWEST OF EDGE OF WATER IN
 RA0874'GRANDE RONDE RIVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 RA0826 ***********************************************************************
 RA0826  DESIGNATION -  H 406
 RA0826  PID         -  RA0826
 RA0826  STATE/COUNTY-  OR/UNION
 RA0826  USGS QUAD   -  COVE (1993)
 RA0826
 RA0826                         *CURRENT SURVEY CONTROL
 RA0826  ___________________________________________________________________
 RA0826* NAD 83(1986)-  45 20 13.     (N)    117 50 29.     (W)     SCALED    
 RA0826* NAVD 88     -       820.161  (meters)    2690.81   (feet)  ADJUSTED  
 RA0826  ___________________________________________________________________
 RA0826  GEOID HEIGHT-         -17.44  (meters)                     GEOID03
 RA0826  DYNAMIC HT  -         819.943 (meters)    2690.10  (feet)  COMP
 RA0826  MODELED GRAV-     980,323.7   (mgal)                       NAVD 88
 RA0826
 RA0826  VERT ORDER  -  SECOND    CLASS 0
 RA0826
 RA0826.The horizontal coordinates were scaled from a topographic map and have
 RA0826.an estimated accuracy of +/- 6 seconds.
 RA0826
 RA0826.The orthometric height was determined by differential leveling
 RA0826.and adjusted in June 1991.
 RA0826
 RA0826.The geoid height was determined by GEOID03.
 RA0826
 RA0826.The dynamic height is computed by dividing the NAVD 88
 RA0826.geopotential number by the normal gravity value computed on the
 RA0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0826.degrees latitude (g = 980.6199 gals.).
 RA0826
 RA0826.The modeled gravity was interpolated from observed gravity values.
 RA0826
 RA0826;                    North         East    Units  Estimated Accuracy
 RA0826;SPC OR N     -   189,030.    2,708,330.      MT  (+/- 180 meters Scaled)
 RA0826
 RA0826                          SUPERSEDED SURVEY CONTROL
 RA0826
 RA0826  NGVD 29 (??/??/92)  819.042  (m)         2687.14   (f) ADJ UNCH    2 0
 RA0826
 RA0826.Superseded values are not recommended for survey control.
 RA0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0826.See file dsdata.txt to determine how the superseded data were derived.
 RA0826
 RA0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML340207(NAD 83)
 RA0826_MARKER: DB = BENCH MARK DISK
 RA0826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RA0826_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RA0826_STAMPING: H 406 1945
 RA0826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0826+STABILITY: SURFACE MOTION
 RA0826
 RA0826  HISTORY     - Date     Condition        Report By
 RA0826  HISTORY     - 1945     MONUMENTED       CGS
 RA0826
 RA0826                          STATION DESCRIPTION
 RA0826
 RA0826'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RA0826'4.4 MI NW FROM COVE.
 RA0826'ALONG GRANDE RONDE RIVER.  TO REACH FROM COVE, PROCEED 1.0 MILE WEST
 RA0826'THENCE 2.8 MILES NORTH ALONG GRAVEL ROADS TO FARM HOUSE IN GROVE OF
 RA0826'TREES ON EAST SIDE OF ROAD, THENCE THROUGH GATE LEADING INTO FIELD ON
 RA0826'WEST SIDE OF ROAD AND 0.6 MILE WEST ACROSS FIELD TO POINT WHERE RIVER
 RA0826'MAKES RIGHT ANGLE TURN FROM WEST TO NORTH, BENCH MARK IS 65.0 FEET
 RA0826'NORTH OF MOST SOUTHERLY POINT OF RIGHT ANGLE BEND, 33.0 FEET NORTH OF
 RA0826'A POINT IN LINE TANGENT TO EAST WITH A PROMINENT FENCE LINE COMING
 RA0826'DOWN MOUNTAIN SIDE AND LEADING WEST TO THE EAST SIDE OF A NORTH-SOUTH
 RA0826'GRAVEL ROAD, 11.0 FEET EAST OF BANK OF RIVER, 2.3 FEET WEST OF
 RA0826'REFERENCE POST, SET IN TOP OF CONCRETE POST PROJECTING 0.1 FOOT ABOVE
 RA0826'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 16, 2009
 QD0097 ***********************************************************************
 QD0097  DESIGNATION -  H 408
 QD0097  PID         -  QD0097
 QD0097  STATE/COUNTY-  OR/WHEELER
 QD0097  USGS QUAD   -  TONEY BUTTE (1988)
 QD0097
 QD0097                         *CURRENT SURVEY C